
 BY1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1478.The vertical order pertains to the NGVD 29 superseded value.
 BY1478
 BY1478.The geoid height was determined by GEOID03.
 BY1478
 BY1478;                    North         East    Units  Estimated Accuracy
 BY1478;SPC TX C     - 3,198,830.    1,195,570.      MT  (+/- 180 meters Scaled)
 BY1478
 BY1478                          SUPERSEDED SURVEY CONTROL
 BY1478
 BY1478  NGVD 29 (??/??/92)   86.683  (m)          284.39   (f) ADJ UNCH    2 0
 BY1478
 BY1478.Superseded values are not recommended for survey control.
 BY1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1478.See file dsdata.txt to determine how the superseded data were derived.
 BY1478
 BY1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ981709(NAD 83)
 BY1478_MARKER: DB = BENCH MARK DISK
 BY1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1478_STAMPING: L 897 1948
 BY1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1478+STABILITY: SURFACE MOTION
 BY1478
 BY1478  HISTORY     - Date     Condition        Report By
 BY1478  HISTORY     - 1948     MONUMENTED       CGS
 BY1478
 BY1478                          STATION DESCRIPTION
 BY1478
 BY1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1478'4.1 MI SE FROM KENNARD.
 BY1478'1.3 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE POST OFFICE AT
 BY1478'KENNARD, THENCE 2.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.2 MILE
 BY1478'SOUTHEAST OF A DIRT CROSS ROAD, 600.0 FEET NORTHWEST OF A SMALL WOODEN
 BY1478'BRIDGE, 31.8 FEET NORTHEAST OF THE CENTER OF THE ROAD, 25.6 FEET
 BY1478'NORTHWEST OF A 14-INCH BLAZED PINE TREE, 13.7 FEET EAST OF A BLAZED
 BY1478'10-INCH HICKORY TREE, 2.0 FEET NORTHEAST OF A WITNESS POST AND SET IN
 BY1478'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0147 ***********************************************************************
 BZ0147  DESIGNATION -  L 898
 BZ0147  PID         -  BZ0147
 BZ0147  STATE/COUNTY-  TX/FREESTONE
 BZ0147  USGS QUAD   -  LANELY (1982)
 BZ0147
 BZ0147                         *CURRENT SURVEY CONTROL
 BZ0147  ___________________________________________________________________
 BZ0147* NAD 83(1986)-  31 30 51.     (N)    096 07 08.     (W)     SCALED    
 BZ0147* NAVD 88     -       125.726  (meters)     412.49   (feet)  ADJUSTED  
 BZ0147  ___________________________________________________________________
 BZ0147  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BZ0147  DYNAMIC HT  -         125.573 (meters)     411.98  (feet)  COMP
 BZ0147  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 BZ0147
 BZ0147  VERT ORDER  -  SECOND    CLASS 0
 BZ0147
 BZ0147.The horizontal coordinates were scaled from a topographic map and have
 BZ0147.an estimated accuracy of +/- 6 seconds.
 BZ0147
 BZ0147.The orthometric height was determined by differential leveling
 BZ0147.and adjusted by the National Geodetic Survey in June 1991..
 BZ0147
 BZ0147.The geoid height was determined by GEOID03.
 BZ0147
 BZ0147.The dynamic height is computed by dividing the NAVD 88
 BZ0147.geopotential number by the normal gravity value computed on the
 BZ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0147.degrees latitude (g = 980.6199 gals.).
 BZ0147
 BZ0147.The modeled gravity was interpolated from observed gravity values.
 BZ0147
 BZ0147;                    North         East    Units  Estimated Accuracy
 BZ0147;SPC TX C     - 3,212,390.    1,100,200.      MT  (+/- 180 meters Scaled)
 BZ0147
 BZ0147                          SUPERSEDED SURVEY CONTROL
 BZ0147
 BZ0147  NGVD 29 (??/??/92)  125.716  (m)          412.45   (f) ADJ UNCH    2 0
 BZ0147
 BZ0147.Superseded values are not recommended for survey control.
 BZ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0147.See file dsdata.txt to determine how the superseded data were derived.
 BZ0147
 BZ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV736901(NAD 83)
 BZ0147_MARKER: DB = BENCH MARK DISK
 BZ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0147_STAMPING: L 898 1948
 BZ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0147+STABILITY: SURFACE MOTION
 BZ0147
 BZ0147  HISTORY     - Date     Condition        Report By
 BZ0147  HISTORY     - 1948     MONUMENTED       CGS
 BZ0147
 BZ0147                          STATION DESCRIPTION
 BZ0147
 BZ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0147'5.45 MI NW FROM BUFFALO.
 BZ0147'0.4 MILE SOUTHWEST ALONG COMMERCE STREET FROM THE POST OFFICE AT
 BZ0147'BUFFALO, THENCE 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 75, THENCE 2.05
 BZ0147'MILES WEST ALONG A GRADED DIRT ROAD, 0.1 MILE NORTHEAST OF A
 BZ0147'FARMHOUSE, 225.0 FEET EAST OF A DEEP WASH, AT THE EAST END OF A CURVE
 BZ0147'IN THE ROAD, 21.8 FEET SOUTHWEST OF AND 1.0 FOOT HIGHER THAN THE
 BZ0147'CENTER LINE OF THE ROAD, 15.6 FEET NORTHWEST OF THE CENTER OF A
 BZ0147'DRIVEWAY AND A WOODEN GATE, 1.2 FEET SOUTHEAST OF A WITNESS POST, 1.0
 BZ0147'FOOT NORTHEAST OF A WIRE FENCE, SET IN THE TOP OF A CONCRETE POST
 BZ0147'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0162 ***********************************************************************
 BZ0162  DESIGNATION -  L 899
 BZ0162  PID         -  BZ0162
 BZ0162  STATE/COUNTY-  TX/FREESTONE
 BZ0162  USGS QUAD   -  DEW (1982)
 BZ0162
 BZ0162                         *CURRENT SURVEY CONTROL
 BZ0162  ___________________________________________________________________
 BZ0162* NAD 83(1986)-  31 34 14.     (N)    096 07 35.     (W)     SCALED    
 BZ0162* NAVD 88     -       136.077  (meters)     446.45   (feet)  ADJUSTED  
 BZ0162  ___________________________________________________________________
 BZ0162  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BZ0162  DYNAMIC HT  -         135.912 (meters)     445.90  (feet)  COMP
 BZ0162  MODELED GRAV-     979,425.3   (mgal)                       NAVD 88
 BZ0162
 BZ0162  VERT ORDER  -  SECOND    CLASS 0
 BZ0162
 BZ0162.The horizontal coordinates were scaled from a topographic map and have
 BZ0162.an estimated accuracy of +/- 6 seconds.
 BZ0162
 BZ0162.The orthometric height was determined by differential leveling
 BZ0162.and adjusted by the National Geodetic Survey in June 1991..
 BZ0162
 BZ0162.The geoid height was determined by GEOID03.
 BZ0162
 BZ0162.The dynamic height is computed by dividing the NAVD 88
 BZ0162.geopotential number by the normal gravity value computed on the
 BZ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0162.degrees latitude (g = 980.6199 gals.).
 BZ0162
 BZ0162.The modeled gravity was interpolated from observed gravity values.
 BZ0162
 BZ0162;                    North         East    Units  Estimated Accuracy
 BZ0162;SPC TX C     - 3,218,610.    1,099,250.      MT  (+/- 180 meters Scaled)
 BZ0162
 BZ0162                          SUPERSEDED SURVEY CONTROL
 BZ0162
 BZ0162  NGVD 29 (??/??/92)  136.064  (m)          446.40   (f) ADJ UNCH    2 0
 BZ0162
 BZ0162.Superseded values are not recommended for survey control.
 BZ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0162.See file dsdata.txt to determine how the superseded data were derived.
 BZ0162
 BZ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV727964(NAD 83)
 BZ0162_MARKER: DB = BENCH MARK DISK
 BZ0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0162_SP_SET: CULVERT
 BZ0162_STAMPING: L 899 1948
 BZ0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0162
 BZ0162  HISTORY     - Date     Condition        Report By
 BZ0162  HISTORY     - 1948     MONUMENTED       CGS
 BZ0162
 BZ0162                          STATION DESCRIPTION
 BZ0162
 BZ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0162'1.8 MI SE FROM DEW.
 BZ0162'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE METHODIST CHURCH AT
 BZ0162'DEW, 300.0 FEET SOUTHEAST OF A MAILBOX, 70.4 FEET WEST OF A SMALL
 BZ0162'TELEPHONE POLE, 17.3 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE
 BZ0162'OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 BZ0162'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0142 ***********************************************************************
 FL0142  DESIGNATION -  L 9
 FL0142  PID         -  FL0142
 FL0142  STATE/COUNTY-  TX/WHEELER
 FL0142  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0142
 FL0142                         *CURRENT SURVEY CONTROL
 FL0142  ___________________________________________________________________
 FL0142* NAD 83(1986)-  35 12 55.     (N)    100 14 57.     (W)     SCALED    
 FL0142* NAVD 88     -       714.149  (meters)    2343.00   (feet)  ADJUSTED  
 FL0142  ___________________________________________________________________
 FL0142  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0142  DYNAMIC HT  -         713.407 (meters)    2340.57  (feet)  COMP
 FL0142  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 FL0142
 FL0142  VERT ORDER  -  FIRST     CLASS II
 FL0142
 FL0142.The horizontal coordinates were scaled from a topographic map and have
 FL0142.an estimated accuracy of +/- 6 seconds.
 FL0142
 FL0142.The orthometric height was determined by differential leveling
 FL0142.and adjusted by the National Geodetic Survey in June 1991..
 FL0142
 FL0142.The geoid height was determined by GEOID03.
 FL0142
 FL0142.The dynamic height is computed by dividing the NAVD 88
 FL0142.geopotential number by the normal gravity value computed on the
 FL0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0142.degrees latitude (g = 980.6199 gals.).
 FL0142
 FL0142.The modeled gravity was interpolated from observed gravity values.
 FL0142
 FL0142;                    North         East    Units  Estimated Accuracy
 FL0142;SPC TX N     - 1,135,540.      313,870.      MT  (+/- 180 meters Scaled)
 FL0142
 FL0142                          SUPERSEDED SURVEY CONTROL
 FL0142
 FL0142  NGVD 29 (??/??/92)  713.88   (m)         2342.1    (f) COMPUTED    1 2
 FL0142
 FL0142.Superseded values are not recommended for survey control.
 FL0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0142.See file dsdata.txt to determine how the superseded data were derived.
 FL0142
 FL0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD863976(NAD 83)
 FL0142_MARKER: DB = BENCH MARK DISK
 FL0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0142_SP_SET: BUILDING
 FL0142_STAMPING: L 9 ELEV 2342.052 FT
 FL0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0142
 FL0142  HISTORY     - Date     Condition        Report By
 FL0142  HISTORY     - UNK      MONUMENTED       CGS
 FL0142  HISTORY     - 1953     GOOD             NGS
 FL0142
 FL0142                          STATION DESCRIPTION
 FL0142
 FL0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0142'IN SHAMROCK.
 FL0142'AT SHAMROCK, AT THE NORTHWEST CORNER OF THE INTERSECTION OF MAIN
 FL0142'STREET AND 2ND STREET, AT THE FIRST NATIONAL BANK BUILDING, 9.8 FEET
 FL0142'WEST OF THE WEST EDGE OF MAIN STREET, 0.5 FOOT ABOVE THE SIDEWALK, IN
 FL0142'THE FIRST STONE NORTH OF THE EAST ENTRANCE TO THE BUILDING, SET
 FL0142'VERTICALLY IN THE EAST WALL OF THE BANK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1850 ***********************************************************************
 BK1850  DESIGNATION -  L 90
 BK1850  PID         -  BK1850
 BK1850  STATE/COUNTY-  TX/JASPER
 BK1850  USGS QUAD   -  CALL JUNCTION (1984)
 BK1850
 BK1850                         *CURRENT SURVEY CONTROL
 BK1850  ___________________________________________________________________
 BK1850* NAD 83(1986)-  30 35 15.     (N)    093 54 35.     (W)     SCALED    
 BK1850* NAVD 88     -        27.21   (+/-2cm)      89.3    (feet)  VERTCON   
 BK1850  ___________________________________________________________________
 BK1850  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BK1850
 BK1850  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1850
 BK1850.The horizontal coordinates were scaled from a topographic map and have
 BK1850.an estimated accuracy of +/- 6 seconds.
 BK1850
 BK1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1850.The vertical order pertains to the NGVD 29 superseded value.
 BK1850
 BK1850.The geoid height was determined by GEOID03.
 BK1850
 BK1850;                    North         East    Units  Estimated Accuracy
 BK1850;SPC TX C     - 3,119,860.    1,315,710.      MT  (+/- 180 meters Scaled)
 BK1850
 BK1850                          SUPERSEDED SURVEY CONTROL
 BK1850
 BK1850  NGVD 29 (??/??/??)   27.194  (m)           89.22   (f) ADJUSTED    1 2
 BK1850
 BK1850.Superseded values are not recommended for survey control.
 BK1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1850.See file dsdata.txt to determine how the superseded data were derived.
 BK1850
 BK1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP127842(NAD 83)
 BK1850_MARKER: DB = BENCH MARK DISK
 BK1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1850_STAMPING: L 90 1932
 BK1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1850+STABILITY: SURFACE MOTION
 BK1850
 BK1850  HISTORY     - Date     Condition        Report By
 BK1850  HISTORY     - 1932     MONUMENTED       CGS
 BK1850  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1850  HISTORY     - 1978     GOOD             USGS
 BK1850  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1850  HISTORY     - 20041009 POOR             USPSQD
 BK1850
 BK1850                          STATION DESCRIPTION
 BK1850
 BK1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1850'9.0 MI N FROM BESSMAY.
 BK1850'9 MILES NORTH OF THE STATION AT BESSMAY 0.7 MILE SOUTH ALONG THE GULF,
 BK1850'COLORADO AND SANTA FE RAILWAY FROM THE STATION AT CALL JUNCTION,
 BK1850'JASPER COUNTY, 9 POLES NORTH OF MILE POLE 47, 3 RAILS SOUTH OF TRESTLE
 BK1850'47-A, 50 FEET WEST OF THE TRACK, AT A FENCE LINE, AND 30 FEET WEST OF
 BK1850'A POLE.  A STANDARD DISK, STAMPED L 90 1932 AND SET IN THE TOP OF A
 BK1850'CONCRETE POST.
 BK1850
 BK1850                          STATION RECOVERY (1934)
 BK1850
 BK1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1850'MARK NOT FOUND.
 BK1850
 BK1850                          STATION RECOVERY (1978)
 BK1850
 BK1850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1850'0.7 MILE SOUTH ALONG THE SANTA FE RAILWAY FROM THE STATION AT CALL
 BK1850'JUNCTION, 110 FEET SOUTH OF THE SOUTH END OF A RAILROAD TRESTLE, 49
 BK1850'FEET WEST OF THE CENTERLINE OF THE TRACK, 30 FEET WEST OF A SAWED-OFF
 BK1850'POLE. A STANDARD DISK, STAMPED L 90 1932 AND SET IN THE TOP OF A
 BK1850'CONCRETE POST.
 BK1850
 BK1850                          STATION RECOVERY (1979)
 BK1850
 BK1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1850'MARK NOT FOUND.
 BK1850
 BK1850                          STATION RECOVERY (2004)
 BK1850
 BK1850'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1850'WOOD TRESTLE WAS REPLACED IN 2000 WITH A CONCRETE RAILROAD CROSSING.
 BK1850'PREVIOUS DESCRIPTION STILL ACCURATE EVEN WITH THIS CHANGE.  MARKER IS
 BK1850'APPROXIMATELY 1 FOOT ABOVE GROUND SERVICE AND IS SLIGHTLY LEANING AS
 BK1850'IF IT WAS HIT BY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0711 ***********************************************************************
 BZ0711  DESIGNATION -  L 900
 BZ0711  PID         -  BZ0711
 BZ0711  STATE/COUNTY-  TX/MCLENNAN
 BZ0711  USGS QUAD   -  ELM MOTT (1975)
 BZ0711
 BZ0711                         *CURRENT SURVEY CONTROL
 BZ0711  ___________________________________________________________________
 BZ0711* NAD 83(1986)-  31 38 32.     (N)    097 05 26.     (W)     SCALED    
 BZ0711* NAVD 88     -       149.188  (meters)     489.46   (feet)  ADJUSTED  
 BZ0711  ___________________________________________________________________
 BZ0711  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BZ0711  DYNAMIC HT  -         149.002 (meters)     488.85  (feet)  COMP
 BZ0711  MODELED GRAV-     979,392.8   (mgal)                       NAVD 88
 BZ0711
 BZ0711  VERT ORDER  -  FIRST     CLASS II
 BZ0711
 BZ0711.This mark is at Tstc Waco (CNW) Airport (CNW)
 BZ0711
 BZ0711.The horizontal coordinates were scaled from a topographic map and have
 BZ0711.an estimated accuracy of +/- 6 seconds.
 BZ0711
 BZ0711.The orthometric height was determined by differential leveling
 BZ0711.and adjusted by the National Geodetic Survey in June 1991..
 BZ0711
 BZ0711.The geoid height was determined by GEOID03.
 BZ0711
 BZ0711.The dynamic height is computed by dividing the NAVD 88
 BZ0711.geopotential number by the normal gravity value computed on the
 BZ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0711.degrees latitude (g = 980.6199 gals.).
 BZ0711
 BZ0711.The modeled gravity was interpolated from observed gravity values.
 BZ0711
 BZ0711;                    North         East    Units  Estimated Accuracy
 BZ0711;SPC TX C     - 3,223,490.    1,007,540.      MT  (+/- 180 meters Scaled)
 BZ0711
 BZ0711                          SUPERSEDED SURVEY CONTROL
 BZ0711
 BZ0711  NGVD 29 (??/??/92)  149.119  (m)          489.23   (f) ADJ UNCH    1 2
 BZ0711
 BZ0711.Superseded values are not recommended for survey control.
 BZ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0711.See file dsdata.txt to determine how the superseded data were derived.
 BZ0711
 BZ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA810023(NAD 83)
 BZ0711_MARKER: DB = BENCH MARK DISK
 BZ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0711_STAMPING: L 900 1944
 BZ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0711+STABILITY: SURFACE MOTION
 BZ0711
 BZ0711  HISTORY     - Date     Condition        Report By
 BZ0711  HISTORY     - 1944     MONUMENTED       CGS
 BZ0711  HISTORY     - 1957     MARK NOT FOUND   NGS
 BZ0711  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0711  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0711  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0711  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0711
 BZ0711                          STATION DESCRIPTION
 BZ0711
 BZ0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BZ0711'2.0 MI S FROM ELM MOTT.
 BZ0711'2.0 MILES SOUTH ALONG U. S. HIGHWAY 81 FROM ELM MOTT, MCLENNAN COUNTY,
 BZ0711'AT THE MAIN ENTRANCE TO JAMES CONNALLY AFB (FORMERLY WACO ARMY AIR
 BZ0711'FIELD), 56 FEET FROM THE CENTERLINE OF THE HIGHWAY, 57 FEET WEST OF
 BZ0711'THE CENTERLINE OF THE ROAD LEADING INTO THE AIRPORT, 1.4 FEET SOUTH OF
 BZ0711'THE RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 BZ0711'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BZ0711'GROUND.
 BZ0711
 BZ0711                          STATION RECOVERY (1980)
 BZ0711
 BZ0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0711'MARK NOT FOUND.
 BZ0711
 BZ0711                          STATION RECOVERY (1995)
 BZ0711
 BZ0711'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0711'MARK NOT FOUND.
 BZ0711
 BZ0711                          STATION RECOVERY (2001)
 BZ0711
 BZ0711'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ0711'MARK NOT FOUND.
 BZ0711
 BZ0711                          STATION RECOVERY (2003)
 BZ0711
 BZ0711'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0214 ***********************************************************************
 BL0214  DESIGNATION -  L 901
 BL0214  PID         -  BL0214
 BL0214  STATE/COUNTY-  TX/JEFFERSON
 BL0214  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0214
 BL0214                         *CURRENT SURVEY CONTROL
 BL0214  ___________________________________________________________________
 BL0214* NAD 83(1986)-  30 03 46.     (N)    094 13 30.     (W)     SCALED    
 BL0214* NAVD 88     -         8.62   (+/-2cm)      28.3    (feet)  VERTCON   
 BL0214  ___________________________________________________________________
 BL0214  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0214
 BL0214  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0214
 BL0214.The horizontal coordinates were scaled from a topographic map and have
 BL0214.an estimated accuracy of +/- 6 seconds.
 BL0214
 BL0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0214.The vertical order pertains to the NGVD 29 superseded value.
 BL0214
 BL0214.The geoid height was determined by GEOID03.
 BL0214
 BL0214;                    North         East    Units  Estimated Accuracy
 BL0214;SPC TXSC     - 4,256,490.    1,060,280.      MT  (+/- 180 meters Scaled)
 BL0214
 BL0214                          SUPERSEDED SURVEY CONTROL
 BL0214
 BL0214  NGVD 29 (??/??/92)    8.635  (m)           28.33   (f) ADJ UNCH    1 2
 BL0214
 BL0214.Superseded values are not recommended for survey control.
 BL0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0214.See file dsdata.txt to determine how the superseded data were derived.
 BL0214
 BL0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP819263(NAD 83)
 BL0214_MARKER: DB = BENCH MARK DISK
 BL0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0214_STAMPING: L 901 1944
 BL0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0214+STABILITY: SURFACE MOTION
 BL0214
 BL0214  HISTORY     - Date     Condition        Report By
 BL0214  HISTORY     - 1944     MONUMENTED       CGS
 BL0214  HISTORY     - 1954     GOOD             NGS
 BL0214  HISTORY     - 1958     GOOD             NGS
 BL0214  HISTORY     - 19900207 MARK NOT FOUND   USPSQD
 BL0214  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 BL0214  HISTORY     - 20001231 MARK NOT FOUND   NGS
 BL0214  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0214  HISTORY     - 20020918 MARK NOT FOUND   USPSQD
 BL0214  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0214
 BL0214                          STATION DESCRIPTION
 BL0214
 BL0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0214'2.15 MI W FROM AMELIA.
 BL0214'2.15 MILES WEST ALONG U.S. HIGHWAY 90 FROM ITS INTERSECTION WITH FARM
 BL0214'ROAD 364 AT AMELIA, 56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BL0214'54 FEET WEST OF THE CENTER OF THE ENTRANCE TO THE MITCHELL AIRPORT, 31
 BL0214'FEET SOUTH OF THE SOUTH RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD,
 BL0214'6.8 FEET WEST OF MILEPOST 286, 1 FOOT SOUTHEAST OF A WITNESS POST, 5
 BL0214'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 BL0214'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0214
 BL0214                          STATION RECOVERY (1958)
 BL0214
 BL0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BL0214'RECOVERED IN GOOD CONDITION.
 BL0214
 BL0214                          STATION RECOVERY (1990)
 BL0214
 BL0214'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0214'MARK NOT FOUND.
 BL0214
 BL0214                          STATION RECOVERY (1994)
 BL0214
 BL0214'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0214'MARK NOT FOUND.
 BL0214
 BL0214                          STATION RECOVERY (2000)
 BL0214
 BL0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0214'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0214
 BL0214                          STATION RECOVERY (2001)
 BL0214
 BL0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0214'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0214
 BL0214                          STATION RECOVERY (2002)
 BL0214
 BL0214'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0214'MARK NOT FOUND.
 BL0214
 BL0214                          STATION RECOVERY (2004)
 BL0214
 BL0214'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0510 ***********************************************************************
 DN0510  DESIGNATION -  L 902
 DN0510  PID         -  DN0510
 DN0510  STATE/COUNTY-  TX/GRAYSON
 DN0510  USGS QUAD   -  SHERMAN (1974)
 DN0510
 DN0510                         *CURRENT SURVEY CONTROL
 DN0510  ___________________________________________________________________
 DN0510* NAD 83(1986)-  33 37 38.     (N)    096 35 07.     (W)     SCALED    
 DN0510* NAVD 88     -       224.957  (meters)     738.05   (feet)  ADJUSTED  
 DN0510  ___________________________________________________________________
 DN0510  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN0510  DYNAMIC HT  -         224.715 (meters)     737.25  (feet)  COMP
 DN0510  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 DN0510
 DN0510  VERT ORDER  -  SECOND    CLASS 0
 DN0510
 DN0510.This mark is at Sherman Muni (SWI) Airport (SWI)
 DN0510
 DN0510.The horizontal coordinates were scaled from a topographic map and have
 DN0510.an estimated accuracy of +/- 6 seconds.
 DN0510
 DN0510.The orthometric height was determined by differential leveling
 DN0510.and adjusted by the National Geodetic Survey in June 1991..
 DN0510.WARNING-Repeat measurements at this control monument indicate possible
 DN0510.vertical movement.
 DN0510
 DN0510.The geoid height was determined by GEOID03.
 DN0510
 DN0510.The dynamic height is computed by dividing the NAVD 88
 DN0510.geopotential number by the normal gravity value computed on the
 DN0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0510.degrees latitude (g = 980.6199 gals.).
 DN0510
 DN0510.The modeled gravity was interpolated from observed gravity values.
 DN0510
 DN0510;                    North         East    Units  Estimated Accuracy
 DN0510;SPC TXNC     - 2,219,030.      777,640.      MT  (+/- 180 meters Scaled)
 DN0510
 DN0510                          SUPERSEDED SURVEY CONTROL
 DN0510
 DN0510  NGVD 29 (??/??/92)  224.937  (m)          737.98   (f) ADJ UNCH    2 0
 DN0510
 DN0510.Superseded values are not recommended for survey control.
 DN0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0510.See file dsdata.txt to determine how the superseded data were derived.
 DN0510
 DN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC239234(NAD 83)
 DN0510_MARKER: DB = BENCH MARK DISK
 DN0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0510_SP_SET: FOUNDATION
 DN0510_STAMPING: L 902 1945
 DN0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0510
 DN0510  HISTORY     - Date     Condition        Report By
 DN0510  HISTORY     - 1945     MONUMENTED       CGS
 DN0510  HISTORY     - 1952     GOOD             NGS
 DN0510
 DN0510                          STATION DESCRIPTION
 DN0510
 DN0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0510'2.0 MI SE FROM SHERMAN.
 DN0510'0.6 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0510'FROM THE UNION STATION AT SHERMAN, THENCE 0.7 MILE EAST ALONG ODNEAL
 DN0510'STREET, THENCE 0.1 MILE SOUTH ALONG LOVING AVENUE, THENCE 0.2 MILE
 DN0510'EAST ALONG THOMAS AVENUE, THENCE 0.4 MILE SOUTH ALONG THE AIRPORT
 DN0510'ROAD, AT THE SHERMAN AIRPORT, SET IN THE TOP OF THE NORTH END OF THE
 DN0510'CONCRETE FOUNDATION OF THE SOUTH HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0032 ***********************************************************************
 CC0032  DESIGNATION -  L 903
 CC0032  PID         -  CC0032
 CC0032  STATE/COUNTY-  TX/MIDLAND
 CC0032  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0032
 CC0032                         *CURRENT SURVEY CONTROL
 CC0032  ___________________________________________________________________
 CC0032* NAD 83(1986)-  31 54 51.     (N)    102 13 54.     (W)     SCALED    
 CC0032* NAVD 88     -       870.636  (meters)    2856.41   (feet)  ADJUSTED  
 CC0032  ___________________________________________________________________
 CC0032  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CC0032  DYNAMIC HT  -         869.403 (meters)    2852.37  (feet)  COMP
 CC0032  MODELED GRAV-     979,193.9   (mgal)                       NAVD 88
 CC0032
 CC0032  VERT ORDER  -  FIRST     CLASS II
 CC0032
 CC0032.The horizontal coordinates were scaled from a topographic map and have
 CC0032.an estimated accuracy of +/- 6 seconds.
 CC0032
 CC0032.The orthometric height was determined by differential leveling
 CC0032.and adjusted by the National Geodetic Survey in June 1991..
 CC0032
 CC0032.The geoid height was determined by GEOID03.
 CC0032
 CC0032.The dynamic height is computed by dividing the NAVD 88
 CC0032.geopotential number by the normal gravity value computed on the
 CC0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0032.degrees latitude (g = 980.6199 gals.).
 CC0032
 CC0032.The modeled gravity was interpolated from observed gravity values.
 CC0032
 CC0032;                    North         East    Units  Estimated Accuracy
 CC0032;SPC TX C     - 3,250,690.      520,460.      MT  (+/- 180 meters Scaled)
 CC0032
 CC0032                          SUPERSEDED SURVEY CONTROL
 CC0032
 CC0032  NGVD 29 (??/??/92)  870.25   (m)         2855.1    (f) COMPUTED    1 2
 CC0032
 CC0032.Superseded values are not recommended for survey control.
 CC0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0032.See file dsdata.txt to determine how the superseded data were derived.
 CC0032
 CC0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR617342(NAD 83)
 CC0032_MARKER: DB = BENCH MARK DISK
 CC0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0032_SP_SET: ABUTMENT
 CC0032_STAMPING: L 903 1945
 CC0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0032
 CC0032  HISTORY     - Date     Condition        Report By
 CC0032  HISTORY     - 1945     MONUMENTED       CGS
 CC0032  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0032  HISTORY     - 1965     MARK NOT FOUND   USGS
 CC0032
 CC0032                          STATION DESCRIPTION
 CC0032
 CC0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0032'0.7 MI SW FROM WARFIELD.
 CC0032'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE TEXAS AND PACIFIC
 CC0032'RAILWAY STATION AT WARFIELD, MIDLAND COUNTY, OPPOSITE RAILWAY TRESTLE
 CC0032'564.1, AT A CONCRETE BRIDGE ON THE HIGHWAY, AND IN THE TOP OF THE
 CC0032'SOUTHEAST END OF THE SOUTHWEST ABUTMENT.  AN IRON BENCH-MARK DISK,
 CC0032'STAMPED L 903 1945.  NOTE-- IT WAS PROBABLY DESTROYED WHEN A NEW
 CC0032'CULVERT WAS PUT IN TO TAKE THE PLACE OF THE ORIGINAL BRIDGE.
 CC0032
 CC0032                          STATION RECOVERY (1965)
 CC0032
 CC0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CC0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0290 ***********************************************************************
 CC0290  DESIGNATION -  L 904
 CC0290  PID         -  CC0290
 CC0290  STATE/COUNTY-  TX/WINKLER
 CC0290  USGS QUAD   -  WINK NORTH (1970)
 CC0290
 CC0290                         *CURRENT SURVEY CONTROL
 CC0290  ___________________________________________________________________
 CC0290* NAD 83(1986)-  31 45 31.     (N)    103 09 22.     (W)     SCALED    
 CC0290* NAVD 88     -       853.725  (meters)    2800.93   (feet)  ADJUSTED  
 CC0290  ___________________________________________________________________
 CC0290  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CC0290  DYNAMIC HT  -         852.516 (meters)    2796.96  (feet)  COMP
 CC0290  MODELED GRAV-     979,194.6   (mgal)                       NAVD 88
 CC0290
 CC0290  VERT ORDER  -  SECOND    CLASS 0
 CC0290
 CC0290.The horizontal coordinates were scaled from a topographic map and have
 CC0290.an estimated accuracy of +/- 6 seconds.
 CC0290
 CC0290.The orthometric height was determined by differential leveling
 CC0290.and adjusted by the National Geodetic Survey in June 1991..
 CC0290
 CC0290.The geoid height was determined by GEOID03.
 CC0290
 CC0290.The dynamic height is computed by dividing the NAVD 88
 CC0290.geopotential number by the normal gravity value computed on the
 CC0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0290.degrees latitude (g = 980.6199 gals.).
 CC0290
 CC0290.The modeled gravity was interpolated from observed gravity values.
 CC0290
 CC0290;                    North         East    Units  Estimated Accuracy
 CC0290;SPC TX C     - 3,235,300.      432,610.      MT  (+/- 180 meters Scaled)
 CC0290
 CC0290                          SUPERSEDED SURVEY CONTROL
 CC0290
 CC0290  NGVD 29 (??/??/92)  853.350  (m)         2799.70   (f) ADJ UNCH    2 0
 CC0290
 CC0290.Superseded values are not recommended for survey control.
 CC0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0290.See file dsdata.txt to determine how the superseded data were derived.
 CC0290
 CC0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR746151(NAD 83)
 CC0290_MARKER: DB = BENCH MARK DISK
 CC0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0290_SP_SET: CONCRETE BASE
 CC0290_STAMPING: L 904 1945
 CC0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0290
 CC0290  HISTORY     - Date     Condition        Report By
 CC0290  HISTORY     - 1945     MONUMENTED       CGS
 CC0290  HISTORY     - 20030905 GOOD             INDIV
 CC0290
 CC0290                          STATION DESCRIPTION
 CC0290
 CC0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CC0290'IN WINK.
 CC0290'AT WINK, ON TOP OF THE NORTHEAST CORNER OF THE NORTHEAST CONCRETE BASE
 CC0290'OF THE CITY WATER TANK.  A BRONZE DISK STAMPED L 904 1945 SET IN A
 CC0290'DRILL HOLE IN CONCRETE.
 CC0290
 CC0290                          STATION RECOVERY (2003)
 CC0290
 CC0290'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0303 ***********************************************************************
 CC0303  DESIGNATION -  L 905
 CC0303  PID         -  CC0303
 CC0303  STATE/COUNTY-  TX/WINKLER
 CC0303  USGS QUAD   -  PYOTE NE (1969)
 CC0303
 CC0303                         *CURRENT SURVEY CONTROL
 CC0303  ___________________________________________________________________
 CC0303* NAD 83(1986)-  31 41 37.     (N)    103 03 14.     (W)     SCALED    
 CC0303* NAVD 88     -       822.894  (meters)    2699.78   (feet)  ADJUSTED  
 CC0303  ___________________________________________________________________
 CC0303  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CC0303  DYNAMIC HT  -         821.741 (meters)    2696.00  (feet)  COMP
 CC0303  MODELED GRAV-     979,210.9   (mgal)                       NAVD 88
 CC0303
 CC0303  VERT ORDER  -  SECOND    CLASS 0
 CC0303
 CC0303.The horizontal coordinates were scaled from a topographic map and have
 CC0303.an estimated accuracy of +/- 6 seconds.
 CC0303
 CC0303.The orthometric height was determined by differential leveling
 CC0303.and adjusted by the National Geodetic Survey in June 1991..
 CC0303
 CC0303.The geoid height was determined by GEOID03.
 CC0303
 CC0303.The dynamic height is computed by dividing the NAVD 88
 CC0303.geopotential number by the normal gravity value computed on the
 CC0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0303.degrees latitude (g = 980.6199 gals.).
 CC0303
 CC0303.The modeled gravity was interpolated from observed gravity values.
 CC0303
 CC0303;                    North         East    Units  Estimated Accuracy
 CC0303;SPC TX C     - 3,227,860.      442,110.      MT  (+/- 180 meters Scaled)
 CC0303
 CC0303                          SUPERSEDED SURVEY CONTROL
 CC0303
 CC0303  NGVD 29 (??/??/92)  822.542  (m)         2698.62   (f) ADJ UNCH    2 0
 CC0303
 CC0303.Superseded values are not recommended for survey control.
 CC0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0303.See file dsdata.txt to determine how the superseded data were derived.
 CC0303
 CC0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR844081(NAD 83)
 CC0303_MARKER: DB = BENCH MARK DISK
 CC0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0303_STAMPING: L 905 1945
 CC0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0303+STABILITY: SURFACE MOTION
 CC0303
 CC0303  HISTORY     - Date     Condition        Report By
 CC0303  HISTORY     - 1945     MONUMENTED       CGS
 CC0303
 CC0303                          STATION DESCRIPTION
 CC0303
 CC0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CC0303'12.0 MI N FROM MONAHANS.
 CC0303'ABOUT 12.0 MILES NORTH ALONG THE TEXAS AND NEW MEXICO RAILROAD FROM
 CC0303'THE STATION AT MONAHANS, 175.0 FEET NORTHEAST OF AND ACROSS TRACKS
 CC0303'FROM THE 5TH POLE NORTH OF MILE POST 11, 100.0 FEET EAST OF AND ABOUT
 CC0303'2.0 FEET LOWER THAN THE CENTER LINE OF THE TRACKS, 1.0 FOOT WEST OF
 CC0303'THE RIGHT OF WAY FENCE AND 1.5 FEET SOUTH OF A 4 X 4 MARKER POST.  AN
 CC0303'IRON DISK STAMPED L 905 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 CC0303'PROJECTS 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2092 ***********************************************************************
 CS2092  DESIGNATION -  L 907
 CS2092  PID         -  CS2092
 CS2092  STATE/COUNTY-  TX/ELLIS
 CS2092  USGS QUAD   -  VENUS (1978)
 CS2092
 CS2092                         *CURRENT SURVEY CONTROL
 CS2092  ___________________________________________________________________
 CS2092* NAD 83(1986)-  32 23 10.     (N)    097 04 16.     (W)     SCALED    
 CS2092* NAVD 88     -       196.409  (meters)     644.39   (feet)  ADJUSTED  
 CS2092  ___________________________________________________________________
 CS2092  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CS2092  DYNAMIC HT  -         196.174 (meters)     643.61  (feet)  COMP
 CS2092  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 CS2092
 CS2092  VERT ORDER  -  SECOND    CLASS 0
 CS2092
 CS2092.The horizontal coordinates were scaled from a topographic map and have
 CS2092.an estimated accuracy of +/- 6 seconds.
 CS2092
 CS2092.The orthometric height was determined by differential leveling
 CS2092.and adjusted by the National Geodetic Survey in June 1991..
 CS2092
 CS2092.The geoid height was determined by GEOID03.
 CS2092
 CS2092.The dynamic height is computed by dividing the NAVD 88
 CS2092.geopotential number by the normal gravity value computed on the
 CS2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2092.degrees latitude (g = 980.6199 gals.).
 CS2092
 CS2092.The modeled gravity was interpolated from observed gravity values.
 CS2092
 CS2092;                    North         East    Units  Estimated Accuracy
 CS2092;SPC TXNC     - 2,080,700.      734,440.      MT  (+/- 180 meters Scaled)
 CS2092
 CS2092                          SUPERSEDED SURVEY CONTROL
 CS2092
 CS2092  NGVD 29 (??/??/92)  196.385  (m)          644.31   (f) ADJ UNCH    2 0
 CS2092
 CS2092.Superseded values are not recommended for survey control.
 CS2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2092.See file dsdata.txt to determine how the superseded data were derived.
 CS2092
 CS2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA814848(NAD 83)
 CS2092_MARKER: DB = BENCH MARK DISK
 CS2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2092_STAMPING: L 907 1946
 CS2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2092+STABILITY: SURFACE MOTION
 CS2092
 CS2092  HISTORY     - Date     Condition        Report By
 CS2092  HISTORY     - 1946     MONUMENTED       CGS
 CS2092  HISTORY     - 1956     MARK NOT FOUND   NGS
 CS2092
 CS2092                          STATION DESCRIPTION
 CS2092
 CS2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2092'4.0 MI SE FROM VENUS.
 CS2092'BENCH MARK IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF THE POST OFFICE IN
 CS2092'VENUS ALONG THE MAIN TRAVELED ROAD BETWEEN VENUS AND MAY PEARL, 18
 CS2092'FEET WEST OF THE CENTER OF THE ROAD, 27 FEET SOUTH OF THE CENTER OF A
 CS2092'PRIVATE ROAD LEADING WEST, 2 FEET SOUTH OF A 4X4 INCH WHITE WITNESS
 CS2092'POST.  MARK IS A DISK IN CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 CS2092
 CS2092                          STATION RECOVERY (1956)
 CS2092
 CS2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS2092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0570 ***********************************************************************
 BM0570  DESIGNATION -  L 908
 BM0570  PID         -  BM0570
 BM0570  STATE/COUNTY-  TX/TRAVIS
 BM0570  USGS QUAD   -  MONTOPOLIS (1988)
 BM0570
 BM0570                         *CURRENT SURVEY CONTROL
 BM0570  ___________________________________________________________________
 BM0570* NAD 83(1986)-  30 12 28.     (N)    097 39 47.     (W)     SCALED    
 BM0570* NAVD 88     -       153.26   (+/-2cm)     502.8    (feet)  VERTCON   
 BM0570  ___________________________________________________________________
 BM0570  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BM0570
 BM0570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0570
 BM0570.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 BM0570
 BM0570.The horizontal coordinates were scaled from a topographic map and have
 BM0570.an estimated accuracy of +/- 6 seconds.
 BM0570
 BM0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0570.The vertical order pertains to the NGVD 29 superseded value.
 BM0570
 BM0570.The geoid height was determined by GEOID03.
 BM0570
 BM0570;                    North         East    Units  Estimated Accuracy
 BM0570;SPC TX C     - 3,063,070.      957,080.      MT  (+/- 180 meters Scaled)
 BM0570
 BM0570                          SUPERSEDED SURVEY CONTROL
 BM0570
 BM0570  NGVD 29 (??/??/92)  153.179  (m)          502.55   (f) ADJ UNCH    2 0
 BM0570
 BM0570.Superseded values are not recommended for survey control.
 BM0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0570.See file dsdata.txt to determine how the superseded data were derived.
 BM0570
 BM0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU286425(NAD 83)
 BM0570_MARKER: DB = BENCH MARK DISK
 BM0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0570_SP_SET: SIDEWALK
 BM0570_STAMPING: L 908 1944
 BM0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0570
 BM0570  HISTORY     - Date     Condition        Report By
 BM0570  HISTORY     - 1944     MONUMENTED       CGS
 BM0570  HISTORY     - 1973     MARK NOT FOUND   NGS
 BM0570
 BM0570                          STATION DESCRIPTION
 BM0570
 BM0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0570'8.2 MI SE FROM AUSTIN.
 BM0570'MARK IS LOCATED ABOUT 8.2 MILES SOUTHEAST OF THE POST OFFICE IN AUSTIN
 BM0570'AT BERGSTROM ARMY AIR FIELD AT THE FLAG POLE, 4 FEET WEST OF FLAG
 BM0570'POLE, 30 FEET NORTH FROM SOUTH END OF SIDEWALK, 50 FEET SOUTH OF 4TH
 BM0570'STREET.  A DISK SET IN DRILL HOLE IN CONCRETE SIDEWALK.
 BM0570
 BM0570                          STATION RECOVERY (1973)
 BM0570
 BM0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0571 ***********************************************************************
 BM0571  DESIGNATION -  L 908 RESET
 BM0571  PID         -  BM0571
 BM0571  STATE/COUNTY-  TX/TRAVIS
 BM0571  USGS QUAD   -  MONTOPOLIS (1988)
 BM0571
 BM0571                         *CURRENT SURVEY CONTROL
 BM0571  ___________________________________________________________________
 BM0571* NAD 83(1986)-  30 12 29.     (N)    097 39 51.     (W)     SCALED    
 BM0571* NAVD 88     -       153.267  (meters)     502.84   (feet)  ADJUSTED  
 BM0571  ___________________________________________________________________
 BM0571  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BM0571  DYNAMIC HT  -         153.059 (meters)     502.16  (feet)  COMP
 BM0571  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 BM0571
 BM0571  VERT ORDER  -  FIRST     CLASS I
 BM0571
 BM0571.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 BM0571
 BM0571.The horizontal coordinates were scaled from a topographic map and have
 BM0571.an estimated accuracy of +/- 6 seconds.
 BM0571
 BM0571.The orthometric height was determined by differential leveling
 BM0571.and adjusted by the National Geodetic Survey in June 1991..
 BM0571
 BM0571.The geoid height was determined by GEOID03.
 BM0571
 BM0571.The dynamic height is computed by dividing the NAVD 88
 BM0571.geopotential number by the normal gravity value computed on the
 BM0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0571.degrees latitude (g = 980.6199 gals.).
 BM0571
 BM0571.The modeled gravity was interpolated from observed gravity values.
 BM0571
 BM0571;                    North         East    Units  Estimated Accuracy
 BM0571;SPC TX C     - 3,063,100.      956,970.      MT  (+/- 180 meters Scaled)
 BM0571
 BM0571                          SUPERSEDED SURVEY CONTROL
 BM0571
 BM0571  NGVD 29 (??/??/92)  153.188  (m)          502.58   (f) ADJ UNCH    1 1
 BM0571
 BM0571.Superseded values are not recommended for survey control.
 BM0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0571.See file dsdata.txt to determine how the superseded data were derived.
 BM0571
 BM0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU285425(NAD 83)
 BM0571_MARKER: DB = BENCH MARK DISK
 BM0571_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BM0571+WITH SETTING: PAVEMENT
 BM0571_SP_SET: FLAGPOLE BASE
 BM0571_STAMPING: L 908 RESET 1958
 BM0571_MARK LOGO: CGS   
 BM0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0571+STABILITY: SURFACE MOTION
 BM0571
 BM0571  HISTORY     - Date     Condition        Report By
 BM0571  HISTORY     - 1958     MONUMENTED       CGS
 BM0571  HISTORY     - 1973     GOOD             NGS
 BM0571  HISTORY     - 1978     GOOD             NGS
 BM0571  HISTORY     - 1990     GOOD             USPSQD
 BM0571  HISTORY     - 19970612 MARK NOT FOUND   LOCENG
 BM0571
 BM0571                          STATION DESCRIPTION
 BM0571
 BM0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0571'0.45 MI SW FROM DEL VALLE.
 BM0571'ABOUT 0.45 MILE SOUTHWEST ALONG PRESIDENTIAL BOULEVARD FROM STATE
 BM0571'HIGHWAY 71 OVERPASS AT DEL VALLE.  AT BERGSTROM AIR FORCE BASE, IN THE
 BM0571'CENTER OF A SMALL ISLAND WHICH SEPARATES THE TWO LANES OF THE
 BM0571'BOULEVARD 48 FEET SOUTHWEST OF THE CENTER LINE OF FOURTH STREET, 5.5
 BM0571'FEET NORTHWEST OF A FLAGPOLE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BM0571'BOULEVARD AND SET IN THE CIRCULAR CONCRETE BASE FOR THE FLAGPOLE.
 BM0571
 BM0571                          STATION RECOVERY (1978)
 BM0571
 BM0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0571'RECOVERED IN GOOD CONDITION.
 BM0571
 BM0571                          STATION RECOVERY (1990)
 BM0571
 BM0571'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0571'RECOVERED IN GOOD CONDITION.
 BM0571
 BM0571                          STATION RECOVERY (1997)
 BM0571
 BM0571'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HY)
 BM0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1533 ***********************************************************************
 AN1533  DESIGNATION -  L 909
 AN1533  PID         -  AN1533
 AN1533  STATE/COUNTY-  TX/BEE
 AN1533  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1533
 AN1533                         *CURRENT SURVEY CONTROL
 AN1533  ___________________________________________________________________
 AN1533* NAD 83(1986)-  28 22 50.     (N)    097 39 51.     (W)     SCALED    
 AN1533* NAVD 88     -        59.66   (+/-2cm)     195.7    (feet)  VERTCON   
 AN1533  ___________________________________________________________________
 AN1533  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1533
 AN1533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1533
 AN1533.The horizontal coordinates were scaled from a topographic map and have
 AN1533.an estimated accuracy of +/- 6 seconds.
 AN1533
 AN1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1533.The vertical order pertains to the NGVD 29 superseded value.
 AN1533
 AN1533.The geoid height was determined by GEOID03.
 AN1533
 AN1533;                    North         East    Units  Estimated Accuracy
 AN1533;SPC TXSC     - 4,061,400.      730,930.      MT  (+/- 180 meters Scaled)
 AN1533
 AN1533                          SUPERSEDED SURVEY CONTROL
 AN1533
 AN1533  NGVD 29 (??/??/92)   59.671  (m)          195.77   (f) ADJ UNCH    2 0
 AN1533
 AN1533.Superseded values are not recommended for survey control.
 AN1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1533.See file dsdata.txt to determine how the superseded data were derived.
 AN1533
 AN1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS308400(NAD 83)
 AN1533_MARKER: DB = BENCH MARK DISK
 AN1533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1533_SP_SET: CULVERT
 AN1533_STAMPING: L 909 1944
 AN1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1533
 AN1533  HISTORY     - Date     Condition        Report By
 AN1533  HISTORY     - 1944     MONUMENTED       CGS
 AN1533  HISTORY     - 1975     GOOD             LOCENG
 AN1533  HISTORY     - 19960727 GOOD             USPSQD
 AN1533
 AN1533                          STATION DESCRIPTION
 AN1533
 AN1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AN1533'5.6 MI E FROM BEEVILLE.
 AN1533'5.6 MILES EAST ALONG STATE HIGHWAY 202 FROM THE COUNTY COURTHOUSE AT
 AN1533'BEEVILLE, BEE COUNTY, AT THE ENTRANCE TO CHASE NAVAL AUXILIARY AIR
 AN1533'STATION, 30 FEET SOUTH OF THE HIGHWAY, 30 FEET EAST OF THE ROAD
 AN1533'LEADING TO THE MILITARY POLICE STATION, 8 FEET NORTH OF A GUARD FENCE,
 AN1533'AT A CULVERT, IN THE EAST HEADWALL, AND 1 FOOT HIGHER THAN THE
 AN1533'HIGHWAY.  A STANDARD DISK, STAMPED L 909 1944.
 AN1533
 AN1533                          STATION RECOVERY (1975)
 AN1533
 AN1533'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 AN1533'RECOVERED IN GOOD CONDITION.
 AN1533
 AN1533                          STATION RECOVERY (1996)
 AN1533
 AN1533'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2133 ***********************************************************************
 BX2133  DESIGNATION -  L 91
 BX2133  PID         -  BX2133
 BX2133  STATE/COUNTY-  TX/SABINE
 BX2133  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2133
 BX2133                         *CURRENT SURVEY CONTROL
 BX2133  ___________________________________________________________________
 BX2133* NAD 83(1986)-  31 09 19.     (N)    093 59 34.     (W)     SCALED    
 BX2133* NAVD 88     -        53.02   (+/-2cm)     173.9    (feet)  VERTCON   
 BX2133  ___________________________________________________________________
 BX2133  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BX2133
 BX2133  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2133
 BX2133.The horizontal coordinates were scaled from a topographic map and have
 BX2133.an estimated accuracy of +/- 6 seconds.
 BX2133
 BX2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2133.The vertical order pertains to the NGVD 29 superseded value.
 BX2133
 BX2133.The geoid height was determined by GEOID03.
 BX2133
 BX2133;                    North         East    Units  Estimated Accuracy
 BX2133;SPC TX C     - 3,182,240.    1,304,170.      MT  (+/- 180 meters Scaled)
 BX2133
 BX2133                          SUPERSEDED SURVEY CONTROL
 BX2133
 BX2133  NGVD 29 (??/??/??)   53.023  (m)          173.96   (f) ADJUSTED    1 2
 BX2133
 BX2133.Superseded values are not recommended for survey control.
 BX2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2133.See file dsdata.txt to determine how the superseded data were derived.
 BX2133
 BX2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ053472(NAD 83)
 BX2133_MARKER: DB = BENCH MARK DISK
 BX2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2133_STAMPING: L 91 1932 173.924
 BX2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2133+STABILITY: SURFACE MOTION
 BX2133
 BX2133  HISTORY     - Date     Condition        Report By
 BX2133  HISTORY     - 1932     MONUMENTED       CGS
 BX2133  HISTORY     - 1952     GOOD             CGS
 BX2133  HISTORY     - 20020712 MARK NOT FOUND   USPSQD
 BX2133
 BX2133                          STATION DESCRIPTION
 BX2133
 BX2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2133'0.15 MI N FROM BROOKELAND.
 BX2133'0.15 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BX2133'THE STATION AT BROOKELAND, 6 1/4 POLES SOUTH OF MILEPOST 91, 58 FEET
 BX2133'NORTH OF A SWITCH, 22.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 BX2133'25.8 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTH OF A WITNESS POST, 6
 BX2133'FEET BELOW THE TOP OF THE RAIL, SET IN THE TOP OF A CONCRETE POST
 BX2133'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BX2133
 BX2133                          STATION RECOVERY (2002)
 BX2133
 BX2133'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BX2133'ALL TRACE OF A RAILROAD AS LONG SINCE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1608 ***********************************************************************
 CS1608  DESIGNATION -  L 910
 CS1608  PID         -  CS1608
 CS1608  STATE/COUNTY-  TX/TARRANT
 CS1608  USGS QUAD   -  LAKE WORTH (1982)
 CS1608
 CS1608                         *CURRENT SURVEY CONTROL
 CS1608  ___________________________________________________________________
 CS1608* NAD 83(1986)-  32 47 03.     (N)    097 25 22.     (W)     SCALED    
 CS1608* NAVD 88     -       183.122  (meters)     600.79   (feet)  POSTED    
 CS1608  ___________________________________________________________________
 CS1608  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CS1608  DYNAMIC HT  -         182.910 (meters)     600.10  (feet)  COMP
 CS1608  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 CS1608
 CS1608  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CS1608
 CS1608.The horizontal coordinates were scaled from a topographic map and have
 CS1608.an estimated accuracy of +/- 6 seconds.
 CS1608
 CS1608.The orthometric height was determined by differential leveling
 CS1608.and adjusted by the National Geodetic Survey in 1992..
 CS1608.No vertical observational check was made to the station.
 CS1608.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CS1608.was located on a no-check spur therefore a value was not computed.
 CS1608
 CS1608.The geoid height was determined by GEOID03.
 CS1608
 CS1608.The dynamic height is computed by dividing the NAVD 88
 CS1608.geopotential number by the normal gravity value computed on the
 CS1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1608.degrees latitude (g = 980.6199 gals.).
 CS1608
 CS1608.The modeled gravity was interpolated from observed gravity values.
 CS1608
 CS1608;                    North         East    Units  Estimated Accuracy
 CS1608;SPC TXNC     - 2,124,440.      700,900.      MT  (+/- 180 meters Scaled)
 CS1608
 CS1608                          SUPERSEDED SURVEY CONTROL
 CS1608
 CS1608  NGVD 29 (??/??/92)  183.124  (m)          600.80   (f) ADJ UNCH    1 2
 CS1608
 CS1608.Superseded values are not recommended for survey control.
 CS1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1608.See file dsdata.txt to determine how the superseded data were derived.
 CS1608
 CS1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB477284(NAD 83)
 CS1608_MARKER: DB = BENCH MARK DISK
 CS1608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1608_SP_SET: CULVERT
 CS1608_STAMPING: L 910 1945
 CS1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1608
 CS1608  HISTORY     - Date     Condition        Report By
 CS1608  HISTORY     - 1945     MONUMENTED       CGS
 CS1608  HISTORY     - 1948     GOOD             NGS
 CS1608
 CS1608                          STATION DESCRIPTION
 CS1608
 CS1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS1608'IN CARSWELL AFB.
 CS1608'AT CARSWELL AIR FORCE BASE, AT THE INTERSECTION OF FIRST AND I
 CS1608'STREETS, AT A SIGN READING DENTAL CLINIC, 36 FEET NORTH OF FIRE
 CS1608'HYDRANT 51, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL,
 CS1608'AND ABOUT 6 INCHES HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED L
 CS1608'910 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1166 ***********************************************************************
 CS1166  DESIGNATION -  L 911
 CS1166  PID         -  CS1166
 CS1166  STATE/COUNTY-  TX/DALLAS
 CS1166  USGS QUAD   -  DALLAS (1981)
 CS1166
 CS1166                         *CURRENT SURVEY CONTROL
 CS1166  ___________________________________________________________________
 CS1166* NAD 83(1986)-  32 50 28.     (N)    096 50 57.     (W)     SCALED    
 CS1166* NAVD 88     -       144.132  (meters)     472.87   (feet)  ADJUSTED  
 CS1166  ___________________________________________________________________
 CS1166  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS1166  DYNAMIC HT  -         143.968 (meters)     472.33  (feet)  COMP
 CS1166  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 CS1166
 CS1166  VERT ORDER  -  FIRST     CLASS II
 CS1166
 CS1166.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 CS1166
 CS1166.The horizontal coordinates were scaled from a topographic map and have
 CS1166.an estimated accuracy of +/- 6 seconds.
 CS1166
 CS1166.The orthometric height was determined by differential leveling
 CS1166.and adjusted by the National Geodetic Survey in June 1991..
 CS1166
 CS1166.The geoid height was determined by GEOID03.
 CS1166
 CS1166.The dynamic height is computed by dividing the NAVD 88
 CS1166.geopotential number by the normal gravity value computed on the
 CS1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1166.degrees latitude (g = 980.6199 gals.).
 CS1166
 CS1166.The modeled gravity was interpolated from observed gravity values.
 CS1166
 CS1166;                    North         East    Units  Estimated Accuracy
 CS1166;SPC TXNC     - 2,131,450.      754,530.      MT  (+/- 180 meters Scaled)
 CS1166
 CS1166                          SUPERSEDED SURVEY CONTROL
 CS1166
 CS1166  NGVD 29 (??/??/92)  144.150  (m)          472.93   (f) ADJ UNCH    1 2
 CS1166
 CS1166.Superseded values are not recommended for survey control.
 CS1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1166.See file dsdata.txt to determine how the superseded data were derived.
 CS1166
 CS1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB013357(NAD 83)
 CS1166_MARKER: DB = BENCH MARK DISK
 CS1166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1166_SP_SET: SEWER PIPE
 CS1166_STAMPING: L 911 1945
 CS1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1166
 CS1166  HISTORY     - Date     Condition        Report By
 CS1166  HISTORY     - 1945     MONUMENTED       CGS
 CS1166  HISTORY     - 1947     GOOD             NGS
 CS1166  HISTORY     - 1960     MARK NOT FOUND   NGS
 CS1166
 CS1166                          STATION DESCRIPTION
 CS1166
 CS1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1166'IN DALLAS.
 CS1166'AT LOVE FIELD, DALLAS COUNTY, AT THE INTERSECTION OF CEDAR SPRINGS
 CS1166'ROAD AND GILFORD AVENUE, ABOUT 100 FEET SOUTHWEST OF THE PERSONNEL
 CS1166'BUILDING, 75 FEET NORTHEAST OF FIRE DEPARTMENT BUILDING T 51, 50 FEET
 CS1166'NORTHWEST OF THE DISPENSARY (BUILDING T 20), IN A CONCRETE SEWER PIPE,
 CS1166'AND ABOUT 6 INCHES HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED L
 CS1166'911 1945.
 CS1166
 CS1166                          STATION RECOVERY (1960)
 CS1166
 CS1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CS1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0334 ***********************************************************************
 BP0334  DESIGNATION -  L 912
 BP0334  PID         -  BP0334
 BP0334  STATE/COUNTY-  TX/PRESIDIO
 BP0334  USGS QUAD   -  NOPAL (1972)
 BP0334
 BP0334                         *CURRENT SURVEY CONTROL
 BP0334  ___________________________________________________________________
 BP0334* NAD 83(1986)-  30 15 59.     (N)    103 52 49.     (W)     SCALED    
 BP0334* NAVD 88     -      1486.343  (meters)    4876.44   (feet)  ADJUSTED  
 BP0334  ___________________________________________________________________
 BP0334  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0334  DYNAMIC HT  -        1483.866 (meters)    4868.32  (feet)  COMP
 BP0334  MODELED GRAV-     978,922.6   (mgal)                       NAVD 88
 BP0334
 BP0334  VERT ORDER  -  FIRST     CLASS II
 BP0334
 BP0334.The horizontal coordinates were scaled from a topographic map and have
 BP0334.an estimated accuracy of +/- 6 seconds.
 BP0334
 BP0334.The orthometric height was determined by differential leveling
 BP0334.and adjusted by the National Geodetic Survey in June 1991..
 BP0334
 BP0334.The geoid height was determined by GEOID03.
 BP0334
 BP0334.The dynamic height is computed by dividing the NAVD 88
 BP0334.geopotential number by the normal gravity value computed on the
 BP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0334.degrees latitude (g = 980.6199 gals.).
 BP0334
 BP0334.The modeled gravity was interpolated from observed gravity values.
 BP0334
 BP0334;                    North         East    Units  Estimated Accuracy
 BP0334;SPC TXSC     - 4,279,460.      130,520.      MT  (+/- 180 meters Scaled)
 BP0334
 BP0334                          SUPERSEDED SURVEY CONTROL
 BP0334
 BP0334  NGVD 29 (??/??/92) 1485.771  (m)         4874.57   (f) ADJ UNCH    1 2
 BP0334
 BP0334.Superseded values are not recommended for survey control.
 BP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0334.See file dsdata.txt to determine how the superseded data were derived.
 BP0334
 BP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP077488(NAD 83)
 BP0334_MARKER: DB = BENCH MARK DISK
 BP0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0334_SP_SET: FOUNDATION
 BP0334_STAMPING: L 912 1945
 BP0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0334
 BP0334  HISTORY     - Date     Condition        Report By
 BP0334  HISTORY     - 1945     MONUMENTED       CGS
 BP0334  HISTORY     - 1957     GOOD             NGS
 BP0334  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0334
 BP0334                          STATION DESCRIPTION
 BP0334
 BP0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0334'9.6 MI E FROM MARFA.
 BP0334'ABOUT 9.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0334'STATION AT MARFA, THENCE 0.55 MILE SOUTH ALONG AN ASPHALT ROAD LEADING
 BP0334'TO THE ABANDONED MARFA ARMY AIRFIELD, IN THE TOP OF THE NORTH SIDE OF
 BP0334'THE CONCRETE FOUNDATION OF A FLAGPOLE WHICH BEEN CUT OFF ABOUT 2 FEET
 BP0334'ABOVE THE GROUND, 0.5 MILE EAST OF THE LARGEST ONE OF THREE HANGARS,
 BP0334'0.3 MILE SOUTH-SOUTHEAST OF A WOODEN WATER TOWER, 0.2 MILE NORTH OF A
 BP0334'LONG STUCCO BUILDING, 228 FEET EAST OF THE CENTER LINE OF AN ASPHALT
 BP0334'ROAD, 187 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE FOUNDATION OF
 BP0334'THE POST HEADQUARTERS BUILDING WHICH IS NOW REMOVED FROM THE
 BP0334'FOUNDATION, AND PROJECTING 4 INCHES.
 BP0334
 BP0334                          STATION RECOVERY (1981)
 BP0334
 BP0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0334'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0555 ***********************************************************************
 CU0555  DESIGNATION -  L 913
 CU0555  PID         -  CU0555
 CU0555  STATE/COUNTY-  TX/HOWARD
 CU0555  USGS QUAD   -  IATAN (1978)
 CU0555
 CU0555                         *CURRENT SURVEY CONTROL
 CU0555  ___________________________________________________________________
 CU0555* NAD 83(1986)-  32 19 04.     (N)    101 12 34.     (W)     SCALED    
 CU0555* NAVD 88     -       702.309  (meters)    2304.16   (feet)  ADJUSTED  
 CU0555  ___________________________________________________________________
 CU0555  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CU0555  DYNAMIC HT  -         701.361 (meters)    2301.05  (feet)  COMP
 CU0555  MODELED GRAV-     979,266.7   (mgal)                       NAVD 88
 CU0555
 CU0555  VERT ORDER  -  FIRST     CLASS II
 CU0555
 CU0555.The horizontal coordinates were scaled from a topographic map and have
 CU0555.an estimated accuracy of +/- 6 seconds.
 CU0555
 CU0555.The orthometric height was determined by differential leveling
 CU0555.and adjusted by the National Geodetic Survey in June 1991..
 CU0555
 CU0555.The geoid height was determined by GEOID03.
 CU0555
 CU0555.The dynamic height is computed by dividing the NAVD 88
 CU0555.geopotential number by the normal gravity value computed on the
 CU0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0555.degrees latitude (g = 980.6199 gals.).
 CU0555
 CU0555.The modeled gravity was interpolated from observed gravity values.
 CU0555
 CU0555;                    North         East    Units  Estimated Accuracy
 CU0555;SPC TXNC     - 2,075,490.      344,900.      MT  (+/- 180 meters Scaled)
 CU0555
 CU0555                          SUPERSEDED SURVEY CONTROL
 CU0555
 CU0555  NGVD 29 (??/??/92)  702.066  (m)         2303.36   (f) ADJ UNCH    1 2
 CU0555
 CU0555.Superseded values are not recommended for survey control.
 CU0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0555.See file dsdata.txt to determine how the superseded data were derived.
 CU0555
 CU0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA920778(NAD 83)
 CU0555_MARKER: DB = BENCH MARK DISK
 CU0555_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0555_SP_SET: 24 FT
 CU0555_STAMPING: L 913 1956
 CU0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0555
 CU0555  HISTORY     - Date     Condition        Report By
 CU0555  HISTORY     - 1956     MONUMENTED       CGS
 CU0555
 CU0555                          STATION DESCRIPTION
 CU0555
 CU0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0555'6.0 MI NE FROM COAHOMA.
 CU0555'6.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0555'STATION AT COAHOMA, 0.1 MILE NORTHEAST OF THE OVERPASS OF OLD U.S.
 CU0555'HIGHWAY 80, 1 POLE NORTHEAST OF MILEPOST 497, 54 FEET NORTHWEST OF THE
 CU0555'NORTHWEST RAIL, 36 FEET SOUTHEAST OF THE CENTER LINE OF OLD U.S.
 CU0555'HIGHWAY 80, 563 FEET SOUTHWEST OF BENCH MARK M 913, CLAMPED ON THE TOP
 CU0555'OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 24 FEET IN THE
 CU0555'GROUND, INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE
 CU0555'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1253 ***********************************************************************
 AY1253  SACS        -  This is a Secondary Airport Control Station.
 AY1253  DESIGNATION -  L 915
 AY1253  PID         -  AY1253
 AY1253  STATE/COUNTY-  TX/MEDINA
 AY1253  USGS QUAD   -  HONDO (1982)
 AY1253
 AY1253                         *CURRENT SURVEY CONTROL
 AY1253  ___________________________________________________________________
 AY1253* NAD 83(1993)-  29 21 42.35355(N)    099 11 05.91491(W)     ADJUSTED  
 AY1253* NAVD 88     -       282.648  (meters)     927.32   (feet)  POSTED    
 AY1253  ___________________________________________________________________
 AY1253  X           -    -888,061.053 (meters)                     COMP
 AY1253  Y           -  -5,492,178.933 (meters)                     COMP
 AY1253  Z           -   3,109,036.596 (meters)                     COMP
 AY1253  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AY1253  ELLIP HEIGHT-         258.76  (meters)          (06/26/01) GPS OBS
 AY1253  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AY1253  DYNAMIC HT  -         282.240 (meters)     925.98  (feet)  COMP
 AY1253  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 AY1253
 AY1253  HORZ ORDER  -  FIRST
 AY1253  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1253  ELLP ORDER  -  THIRD     CLASS II
 AY1253
 AY1253.This mark is at Hondo Muni (HDO) Airport (HDO)
 AY1253
 AY1253.The horizontal coordinates were established by GPS observations
 AY1253.and adjusted by the National Geodetic Survey in June 1996..
 AY1253
 AY1253.The orthometric height was determined by differential leveling
 AY1253.and adjusted by the National Geodetic Survey in 1992..
 AY1253.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1253.rate of 0.0 thru 1.0 mm/km.
 AY1253
 AY1253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY1253
 AY1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1253
 AY1253.The ellipsoidal height was determined by GPS observations
 AY1253.and is referenced to NAD 83.
 AY1253
 AY1253.The geoid height was determined by GEOID03.
 AY1253
 AY1253.The dynamic height is computed by dividing the NAVD 88
 AY1253.geopotential number by the normal gravity value computed on the
 AY1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1253.degrees latitude (g = 980.6199 gals.).
 AY1253
 AY1253.The modeled gravity was interpolated from observed gravity values.
 AY1253
 AY1253;                    North         East     Units Scale Factor Converg.
 AY1253;SPC TXSC     - 4,169,404.746   582,041.684   MT  0.99986335   -0 05 26.2
 AY1253;SPC TXSC     -13,679,122.07  1,909,581.76   sFT  0.99986335   -0 05 26.2
 AY1253;UTM  14      - 3,248,081.356   482,046.390   MT  0.99960398   -0 05 26.5
 AY1253
 AY1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1253!SPC TXSC     -   0.99995936  x   0.99986335  =   0.99982272
 AY1253!UTM  14      -   0.99995936  x   0.99960398  =   0.99956336
 AY1253
 AY1253:                Primary Azimuth Mark                     Grid Az
 AY1253:SPC TXSC     -  HONDOPORT                                132 52 25.0
 AY1253:UTM  14      -  HONDOPORT                                132 52 25.3
 AY1253
 AY1253|---------------------------------------------------------------------|
 AY1253| PID    Reference Object                     Distance      Geod. Az  |
 AY1253|                                                           dddmmss.s |
 AY1253| AY2118 HONDOPORT                           APPROX. 0.6 KM 1324658.8 |
 AY1253|---------------------------------------------------------------------|
 AY1253
 AY1253                          SUPERSEDED SURVEY CONTROL
 AY1253
 AY1253  ELLIP H (06/19/96)  258.91   (m)                       GP(       ) 3 2
 AY1253  NAD 83(1993)-  29 21 42.35402(N)    099 11 05.91594(W) AD(       ) 3
 AY1253  ELLIP H (02/16/96)  258.92   (m)                       GP(       ) 5 1
 AY1253  NAD 83(1986)-  29 21 42.35850(N)    099 11 05.89824(W) AD(       ) 3
 AY1253  NGVD 29 (??/??/92)  282.515  (m)          926.88   (f) ADJ UNCH    1 2
 AY1253
 AY1253.Superseded values are not recommended for survey control.
 AY1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1253.See file dsdata.txt to determine how the superseded data were derived.
 AY1253
 AY1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8204648081(NAD 83)
 AY1253_MARKER: DB = BENCH MARK DISK
 AY1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1253_SP_SET: CONCRETE RUNWAY
 AY1253_STAMPING: L 915 1944
 AY1253_MARK LOGO: CGS   
 AY1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1253+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1253
 AY1253  HISTORY     - Date     Condition        Report By
 AY1253  HISTORY     - 1944     MONUMENTED       CGS
 AY1253  HISTORY     - 1957     GOOD             NGS
 AY1253  HISTORY     - 19880821 MARK NOT FOUND   USPSQD
 AY1253  HISTORY     - 19881122 GOOD             NGS
 AY1253  HISTORY     - 1990     GOOD             USPSQD
 AY1253  HISTORY     - 19910226 GOOD             NGS
 AY1253  HISTORY     - 19950426 GOOD             NGS
 AY1253  HISTORY     - 19950502 GOOD             USPSQD
 AY1253  HISTORY     - 19970430 GOOD             USPSQD
 AY1253  HISTORY     - 20011227 GOOD             USPSQD
 AY1253  HISTORY     - 20050521 GOOD             USPSQD
 AY1253
 AY1253                          STATION DESCRIPTION
 AY1253
 AY1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1253'3.8 MI NW FROM HONDO.
 AY1253'ABOUT 1.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1253'STATION AT HONDO, THENCE 0.75 MILE NORTH ALONG THE ENTRANCE ROAD TO
 AY1253'HONDO AIR FORCE BASE, THENCE 0.5 MILE WEST ALONG HARPER AVENUE, THENCE
 AY1253'0.25 MILE SOUTH ALONG VANDENBURG STREET, THENCE 1.2 MILES NORTHWEST
 AY1253'ALONG THE NORTHWEST-SOUTHEAST RUNWAY, SET IN THE RUNWAY PAVEMENT, ON
 AY1253'THE CENTER LINE OF THE RUNWAY AND 1.2 FEET SOUTHEAST OF THE NORTHWEST
 AY1253'END OF THE RUNWAY.
 AY1253
 AY1253                          STATION RECOVERY (1988)
 AY1253
 AY1253'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1253'MARK NOT FOUND.
 AY1253
 AY1253                          STATION RECOVERY (1988)
 AY1253
 AY1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AY1253'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) WEST-NORTHWEST OF HONDO,
 AY1253'2.4 KM (1.50 MI) NORTH OF U.S. HIGHWAY 90, AT THE HONDO MUNICIPAL
 AY1253'AIRPORT.  OWNERSHIP--CITY OF HONDO, 1600 AVENUE M, HONDO, TEXAS 78861.
 AY1253'THE AIRPORT MANAGER IS MIKE RHEA, TELEPHONE 512-426-3378.
 AY1253'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AY1253'HIGHWAY 173, NEAR THE EAST EDGE OF HONDO, GO WEST ON U.S. HIGWAY 90
 AY1253'FOR 4.21 KM (2.60 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH
 AY1253'FOR 0.31 KM (0.20 MI) TO A FORK IN THE ROAD.  BEAR LEFT AND GO
 AY1253'NORTHWEST ON TWINNING STREET FOR 0.51 KM (0.30 MI) TO A SLANTED
 AY1253'T-ROAD.  BEAR LEFT AND GO WEST ON THE PAVED ROAD FOR 0.15 KM
 AY1253'(0.10 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON ARNOLD
 AY1253'STREET FOR 0.13 KM (0.10 MI) TO DOOLITTLE STREET ON THE LEFT.  TURN
 AY1253'LEFT AND GO WEST ON DOOLITTLE STREET FOR 0.23 KM (0.15 MI) TO A GUARD
 AY1253'SHACK ON THE LEFT.  CONTINUE AHEAD FOR 0.07 KM (0.05 MI) TO AN OFFSET
 AY1253'CROSS STREET.  TURN LEFT AND GO SOUTH FOR 0.07 KM (0.05 MI) TO A PAVED
 AY1253'LANE RIGHT (BETWEEN BUILDINGS).  TURN RIGHT AND GO WEST ON A WINDING
 AY1253'LANE THEN ACROSS THE APRON FOR 0.29 KM (0.20 MI) TO THE WEST EDGE OF
 AY1253'THE APRON AT THE GRASS LINE.  TURN LEFT AND GO SOUTH ON THE APRON FOR
 AY1253'0.14 KM (0.10 MI) TO A TAXIWAY LEADING SOUTHWEST.  BEAR RIGHT ON THE
 AY1253'TAXIWAY FOR 0.16 KM (0.10 MI) TO THE END OF RUNWAYS 13-31 AND 17L-35R.
 AY1253'BEAR RIGHT AND GO NORTHWEST ALONG THE SIDE OF RUNWAY 13-31 FOR 1.83
 AY1253'KM (1.15 MI) TO RUNWAY END 13 AND THE MARK NEAR THE EDGE OF THE
 AY1253'PAVEMENT END.
 AY1253'THE MARK IS IN A DRILL HOLE IN THE CONCRETE TURN-AROUND FOR RUNWAY 13.
 AY1253'IT IS 2.7 M (8.9 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, AND 0.7 M
 AY1253'(2.3 FT) SOUTHEAST OF THE CURVED PAVEMENT EDGE.
 AY1253'DESCRIBED BY V.L. FERNANDES.
 AY1253
 AY1253                          STATION RECOVERY (1990)
 AY1253
 AY1253'RECOVERY NOTE BY US POWER SQUADRON 1990 (HLJ)
 AY1253'RECOVERED IN GOOD CONDITION.
 AY1253
 AY1253                          STATION RECOVERY (1991)
 AY1253
 AY1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AY1253'RECOVERED IN GOOD CONDITION.
 AY1253
 AY1253                          STATION RECOVERY (1995)
 AY1253
 AY1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AY1253'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF D HANIS, 2.5 MI
 AY1253'(4.0 KM) WEST NORTHWEST OF HONDO AND AT THE HONDO MUNICIPAL AIRPORT.
 AY1253'OWNERSHIP--CITY OF HONDO, 1600 AVENUE M, HONDO, TX 78861.  AIRPORT
 AY1253'MANAGER IS SCOTT WALD, PHONE (210) 426-3378.  CONTACT AT AIRPORT, GREG
 AY1253'BALDASARRI, PHONE (210) 426-3021.  NOTE--HEAVY MILITARY T-41 TRAFFIC
 AY1253'DURING DAYLIGHT HOURS.  TO REACH THE STATION FROM THE JUNCTION OF US
 AY1253'HIGHWAY 90 AND STATE HIGHWAY 173 ON THE EAST SIDE OF HONDO, GO WEST ON
 AY1253'US HIGHWAY 90 FOR 2.6 MI (4.2 KM) TO A PAVED ROAD RIGHT, TURN RIGHT
 AY1253'AND GO NORTH ON CASTRO STREET FOR 1.05 MI (1.69 KM) TO A INTERSECTION,
 AY1253'TURN LEFT AND GO WEST ON SPATZ STREET FOR 0.5 MI (0.8 KM) TO A PAVED
 AY1253'ROAD LEFT AND A CURVE RIGHT, TURN RIGHT FOLLOWING PAVED ROAD AND GO
 AY1253'NORTHERLY, THEN WEST FOR 0.1 MI (0.2 KM) TO A GATE AHEAD AND THE USAF
 AY1253'FLIGHT SCREENING PROGRAM BUILDING ON THE RIGHT, PASS THROUGH GATE AND
 AY1253'GO WEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A APRON EDGE TAXIWAY, TURN
 AY1253'LEFT AND GO SOUTH ON THE PARALLEL APRON EDGE TAXIWAY FOR 0.7 MI (1.1
 AY1253'KM) TO A TAXIWAY LEADING TO THE SOUTHWEST, BEAR RIGHT AND GO SOUTHWEST
 AY1253'ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE APPROACH ENDS OF RUNWAYS 32
 AY1253'AND 35R, TURN RIGHT AND GO NORTHWEST ON RUNWAY 13-31 FOR 1.15 MI (1.85
 AY1253'KM) CROSSING RUNWAY 4-22 AND 17R-35L TO THE STATION NEAR THE CENTER
 AY1253'LINE AND AT THE END OF THE DISPLACED TREASHOLD CONCRETE PAVEMENT.  THE
 AY1253'STATION IS SET IN TO A DRILL HOLE IN THE CONCRETE TURNAROUND AT THE
 AY1253'APROACH END OF RUNWAY 13, 7.5 FT (2.3 M) NORTHEAST OF THE CENTER OF
 AY1253'THE DISPACED TREASHOLD AND 2.3 FT (0.7 M) SOUTHEAST OF THE CURVED
 AY1253'PAVEMENT EDGE.  DRL.
 AY1253
 AY1253                          STATION RECOVERY (1995)
 AY1253
 AY1253'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1253'RECOVERED IN GOOD CONDITION.
 AY1253
 AY1253                          STATION RECOVERY (1997)
 AY1253
 AY1253'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1253'RECOVERED IN GOOD CONDITION.
 AY1253
 AY1253                          STATION RECOVERY (2001)
 AY1253
 AY1253'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1253'RECOVERED IN GOOD CONDITION.
 AY1253
 AY1253                          STATION RECOVERY (2005)
 AY1253
 AY1253'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0768 ***********************************************************************
 AJ0768  DESIGNATION -  L 916
 AJ0768  PID         -  AJ0768
 AJ0768  STATE/COUNTY-  TX/WEBB
 AJ0768  USGS QUAD   -  LAREDO EAST (1980)
 AJ0768
 AJ0768                         *CURRENT SURVEY CONTROL
 AJ0768  ___________________________________________________________________
 AJ0768* NAD 83(1986)-  27 32 27.     (N)    099 29 00.     (W)     SCALED    
 AJ0768* NAVD 88     -       136.450  (meters)     447.67   (feet)  ADJUSTED  
 AJ0768  ___________________________________________________________________
 AJ0768  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AJ0768  DYNAMIC HT  -         136.235 (meters)     446.96  (feet)  COMP
 AJ0768  MODELED GRAV-     979,067.2   (mgal)                       NAVD 88
 AJ0768
 AJ0768  VERT ORDER  -  FIRST     CLASS II
 AJ0768
 AJ0768.This mark is at Laredo Intl (LRD) Airport (LRD)
 AJ0768
 AJ0768.The horizontal coordinates were scaled from a topographic map and have
 AJ0768.an estimated accuracy of +/- 6 seconds.
 AJ0768
 AJ0768.The orthometric height was determined by differential leveling
 AJ0768.and adjusted by the National Geodetic Survey in June 1991..
 AJ0768
 AJ0768.The geoid height was determined by GEOID03.
 AJ0768
 AJ0768.The dynamic height is computed by dividing the NAVD 88
 AJ0768.geopotential number by the normal gravity value computed on the
 AJ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0768.degrees latitude (g = 980.6199 gals.).
 AJ0768
 AJ0768.The modeled gravity was interpolated from observed gravity values.
 AJ0768
 AJ0768;                    North         East    Units  Estimated Accuracy
 AJ0768;SPC TX S     - 5,208,020.      202,880.      MT  (+/- 180 meters Scaled)
 AJ0768
 AJ0768                          SUPERSEDED SURVEY CONTROL
 AJ0768
 AJ0768  NGVD 29 (??/??/92)  136.504  (m)          447.85   (f) ADJ UNCH    1 2
 AJ0768
 AJ0768.Superseded values are not recommended for survey control.
 AJ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0768.See file dsdata.txt to determine how the superseded data were derived.
 AJ0768
 AJ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR522464(NAD 83)
 AJ0768_MARKER: DB = BENCH MARK DISK
 AJ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0768_STAMPING: L 916 1944
 AJ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0768+STABILITY: SURFACE MOTION
 AJ0768
 AJ0768  HISTORY     - Date     Condition        Report By
 AJ0768  HISTORY     - 1944     MONUMENTED       CGS
 AJ0768  HISTORY     - 1957     GOOD             NGS
 AJ0768  HISTORY     - 1966     GOOD             NGS
 AJ0768
 AJ0768                          STATION DESCRIPTION
 AJ0768
 AJ0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0768'3.6 MI NE FROM LAREDO.
 AJ0768'0.2 MILE EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0768'LAREDO, THENCE 1.5 MILES NORTH ALONG SAN BERNARDO AVENUE (U.S.
 AJ0768'HIGHWAYS 81 AND 83), THENCE 1.2 MILES EAST ALONG SAUNDERS STREET,
 AJ0768'THENCE 0.7 MILE NORTH ALONG AN OILED ROAD, 112 FEET SOUTHWEST OF THE
 AJ0768'GUARD STATION AT THE WEST ENTRANCE TO THE LAREDO AIR FORCE BASE, 54
 AJ0768'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 24 FEET SOUTH
 AJ0768'OF THE CENTER OF THE ENTRANCE GATE, 1.2 FEET EAST OF A FENCE, 1 FOOT
 AJ0768'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AJ0768'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AJ0768
 AJ0768                          STATION RECOVERY (1966)
 AJ0768
 AJ0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AJ0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0170 ***********************************************************************
 CB0170  DESIGNATION -  L 917
 CB0170  PID         -  CB0170
 CB0170  STATE/COUNTY-  TX/TOM GREEN
 CB0170  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0170
 CB0170                         *CURRENT SURVEY CONTROL
 CB0170  ___________________________________________________________________
 CB0170* NAD 83(1986)-  31 21 34.     (N)    100 30 41.     (W)     SCALED    
 CB0170* NAVD 88     -       580.656  (meters)    1905.04   (feet)  ADJUSTED  
 CB0170  ___________________________________________________________________
 CB0170  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CB0170  DYNAMIC HT  -         579.855 (meters)    1902.41  (feet)  COMP
 CB0170  MODELED GRAV-     979,243.0   (mgal)                       NAVD 88
 CB0170
 CB0170  VERT ORDER  -  FIRST     CLASS II
 CB0170
 CB0170.This mark is at Mathis Fld (SJT) Airport (SJT)
 CB0170
 CB0170.The horizontal coordinates were scaled from a topographic map and have
 CB0170.an estimated accuracy of +/- 6 seconds.
 CB0170
 CB0170.The orthometric height was determined by differential leveling
 CB0170.and adjusted by the National Geodetic Survey in June 1991..
 CB0170
 CB0170.The geoid height was determined by GEOID03.
 CB0170
 CB0170.The dynamic height is computed by dividing the NAVD 88
 CB0170.geopotential number by the normal gravity value computed on the
 CB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0170.degrees latitude (g = 980.6199 gals.).
 CB0170
 CB0170.The modeled gravity was interpolated from observed gravity values.
 CB0170
 CB0170;                    North         East    Units  Estimated Accuracy
 CB0170;SPC TX C     - 3,187,670.      683,060.      MT  (+/- 180 meters Scaled)
 CB0170
 CB0170                          SUPERSEDED SURVEY CONTROL
 CB0170
 CB0170  NGVD 29 (??/??/92)  580.479  (m)         1904.45   (f) ADJ UNCH    1 2
 CB0170
 CB0170.Superseded values are not recommended for survey control.
 CB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0170.See file dsdata.txt to determine how the superseded data were derived.
 CB0170
 CB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV562704(NAD 83)
 CB0170_MARKER: DB = BENCH MARK DISK
 CB0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0170_SP_SET: CULVERT
 CB0170_STAMPING: L 917 1945
 CB0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0170
 CB0170  HISTORY     - Date     Condition        Report By
 CB0170  HISTORY     - 1945     MONUMENTED       CGS
 CB0170  HISTORY     - 1950     GOOD             NGS
 CB0170  HISTORY     - 1981     GOOD             NGS
 CB0170
 CB0170                          STATION DESCRIPTION
 CB0170
 CB0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CB0170'7 MI SW FROM SAN ANGELO.
 CB0170'ABOUT 8.6 MILES SOUTHWEST ALONG THE SAN ANGELO-TANKERSLY ROAD FROM THE
 CB0170'PANHANDLE AND SANTA FE RAILROAD STATION AT SAN ANGELO, TOM GREEN
 CB0170'COUNTY, AT THE SAN ANGELO MUNICIPAL AIRPORT (MATHIS FIELD), ABOUT 350
 CB0170'FEET NORTHEAST OF THE PUMPING PLANT, AT THE WEST ENTRANCE TO THE
 CB0170'FIELD, 84 FEET EAST OF THE CENTERLINE OF THE ROAD, 73 FEET SOUTHWEST
 CB0170'OF THE CENTERLINE OF THE PANHANDLE AND SANTA FE SPUR AT THE FIELD
 CB0170'ENTRANCE, AT A LARGE CONCRETE CULVERT UNDER THE ENTRANCE ROAD, IN THE
 CB0170'WEST END OF THE NORTHEAST HEADWALL, AND 25 FEET NORTH OF THE
 CB0170'CENTERLINE OF THE ENTRANCE ROAD.  A STANDARD DISK STAMPED L917 1945.
 CB0170
 CB0170                          STATION RECOVERY (1981)
 CB0170
 CB0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0644 ***********************************************************************
 CU0644  DESIGNATION -  L 918
 CU0644  PID         -  CU0644
 CU0644  STATE/COUNTY-  TX/HOWARD
 CU0644  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU0644
 CU0644                         *CURRENT SURVEY CONTROL
 CU0644  ___________________________________________________________________
 CU0644* NAD 83(1986)-  32 14 59.     (N)    101 30 00.     (W)     SCALED    
 CU0644* NAVD 88     -       791.271  (meters)    2596.03   (feet)  ADJUSTED  
 CU0644  ___________________________________________________________________
 CU0644  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CU0644  DYNAMIC HT  -         790.185 (meters)    2592.47  (feet)  COMP
 CU0644  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 CU0644
 CU0644  VERT ORDER  -  FIRST     CLASS II
 CU0644
 CU0644.This mark is at Big Spring Mcmahon-Wrinkle (21XS) Airport (21XS)
 CU0644
 CU0644.The horizontal coordinates were scaled from a topographic map and have
 CU0644.an estimated accuracy of +/- 6 seconds.
 CU0644
 CU0644.The orthometric height was determined by differential leveling
 CU0644.and adjusted by the National Geodetic Survey in June 1991..
 CU0644
 CU0644.The geoid height was determined by GEOID03.
 CU0644
 CU0644.The dynamic height is computed by dividing the NAVD 88
 CU0644.geopotential number by the normal gravity value computed on the
 CU0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0644.degrees latitude (g = 980.6199 gals.).
 CU0644
 CU0644.The modeled gravity was interpolated from observed gravity values.
 CU0644
 CU0644;                    North         East    Units  Estimated Accuracy
 CU0644;SPC TXNC     - 2,068,690.      317,340.      MT  (+/- 180 meters Scaled)
 CU0644
 CU0644                          SUPERSEDED SURVEY CONTROL
 CU0644
 CU0644  NGVD 29 (??/??/92)  791.003  (m)         2595.15   (f) ADJ UNCH    1 2
 CU0644
 CU0644.Superseded values are not recommended for survey control.
 CU0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0644.See file dsdata.txt to determine how the superseded data were derived.
 CU0644
 CU0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA644708(NAD 83)
 CU0644_MARKER: DB = BENCH MARK DISK
 CU0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0644_SP_SET: BUILDING
 CU0644_STAMPING: L 918 1945
 CU0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0644
 CU0644  HISTORY     - Date     Condition        Report By
 CU0644  HISTORY     - 1945     MONUMENTED       CGS
 CU0644  HISTORY     - 1958     GOOD             NGS
 CU0644  HISTORY     - 1975     GOOD             NGS
 CU0644  HISTORY     - 1979     GOOD             NGS
 CU0644
 CU0644                          STATION DESCRIPTION
 CU0644
 CU0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0644'3.45 MI SW FROM BIG SPRING.
 CU0644'2.1 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CU0644'BIG SPRING, THENCE 0.3 MILE SOUTH ALONG FARM ROAD 700, THENCE 0.2 MILE
 CU0644'SOUTH ALONG A PAVED ROAD TO THE MAIN GATE OF THE WEBB AIR FORCE BASE,
 CU0644'THENCE 0.5 MILE WEST ALONG A PAVED ROAD TO THE HANGAR ON WHICH THE OLD
 CU0644'CONTROL TOWER IS LOCATED, THENCE 0.35 MILE SOUTHEAST TO A BRICK
 CU0644'HANGAR, SET VERTICALLY IN THE NORTHWEST FACE OF THE HANGAR ABOUT 4
 CU0644'FEET ABOVE THE LEVEL OF THE PAVEMENT, ABOUT 0.25 MILE SOUTHEAST OF THE
 CU0644'NEW CONTROL TOWER, 18 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 CU0644'HANGAR, AND 45 FEET NORTHWEST OF THE CENTER OF THE ENTRANCE.
 CU0644
 CU0644                          STATION RECOVERY (1975)
 CU0644
 CU0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CU0644'RECOVERED IN GOOD CONDITION.
 CU0644
 CU0644                          STATION RECOVERY (1979)
 CU0644
 CU0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CU0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0724 ***********************************************************************
 AH0724  DESIGNATION -  L 919
 AH0724  PID         -  AH0724
 AH0724  STATE/COUNTY-  TX/NUECES
 AH0724  USGS QUAD   -  ROBSTOWN (1975)
 AH0724
 AH0724                         *CURRENT SURVEY CONTROL
 AH0724  ___________________________________________________________________
 AH0724* NAD 83(1986)-  27 46 59.     (N)    097 41 18.     (W)     SCALED    
 AH0724* NAVD 88     -        23.624  (meters)      77.51   (feet)  ADJUSTED  
 AH0724  ___________________________________________________________________
 AH0724  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH0724  DYNAMIC HT  -          23.588 (meters)      77.39  (feet)  COMP
 AH0724  MODELED GRAV-     979,117.4   (mgal)                       NAVD 88
 AH0724
 AH0724  VERT ORDER  -  FIRST     CLASS II
 AH0724
 AH0724.The horizontal coordinates were scaled from a topographic map and have
 AH0724.an estimated accuracy of +/- 6 seconds.
 AH0724
 AH0724.The orthometric height was determined by differential leveling
 AH0724.and adjusted by the National Geodetic Survey in June 1991..
 AH0724.WARNING-Repeat measurements at this control monument indicate possible
 AH0724.vertical movement.
 AH0724
 AH0724.The geoid height was determined by GEOID03.
 AH0724
 AH0724.The dynamic height is computed by dividing the NAVD 88
 AH0724.geopotential number by the normal gravity value computed on the
 AH0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0724.degrees latitude (g = 980.6199 gals.).
 AH0724
 AH0724.The modeled gravity was interpolated from observed gravity values.
 AH0724
 AH0724;                    North         East    Units  Estimated Accuracy
 AH0724;SPC TX S     - 5,234,740.      380,000.      MT  (+/- 180 meters Scaled)
 AH0724
 AH0724                          SUPERSEDED SURVEY CONTROL
 AH0724
 AH0724  NGVD 29 (??/??/92)   23.746  (m)           77.91   (f) ADJ UNCH    1 2
 AH0724
 AH0724.Superseded values are not recommended for survey control.
 AH0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0724.See file dsdata.txt to determine how the superseded data were derived.
 AH0724
 AH0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR292738(NAD 83)
 AH0724_MARKER: DB = BENCH MARK DISK
 AH0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0724_STAMPING: L 919 1945
 AH0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0724+STABILITY: SURFACE MOTION
 AH0724
 AH0724  HISTORY     - Date     Condition        Report By
 AH0724  HISTORY     - 1945     MONUMENTED       CGS
 AH0724  HISTORY     - 1951     GOOD             NGS
 AH0724  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0724  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0724  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0724
 AH0724                          STATION DESCRIPTION
 AH0724
 AH0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0724'1.95 MI SW FROM ROBSTOWN.
 AH0724'0.4 MILE WEST ALONG AVENUE A FROM THE ST. LOUIS, BROWNSVILLE AND
 AH0724'MEXICO RAILROAD STATION AT ROBSTOWN, THENCE 0.35 MILE SOUTH ALONG
 AH0724'LINCOLN AVENUE, THENCE 1.2 MILES WEST ALONG AN OILED ROAD, AT OUTLYING
 AH0724'FIELD 33, 0.25 MILE WEST OF THE MAIN ENTRANCE TO THE AIRPORT, 49 FEET
 AH0724'SOUTH OF THE CENTER LINE OF THE ROAD, 5 FEET EAST OF THE EAST END OF A
 AH0724'STEEL GATE, 1 FOOT NORTH OF A FENCE, 2.8 FEET WEST OF A WITNESS POST,
 AH0724'17 FEET EAST OF THE CENTER OF AN OLD ENTRANCE TO THE AIRPORT, SET IN
 AH0724'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AH0724
 AH0724                          STATION RECOVERY (1969)
 AH0724
 AH0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0724'MARK NOT FOUND.
 AH0724
 AH0724                          STATION RECOVERY (1981)
 AH0724
 AH0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0724'SEARCHED FOR, NOT RECOVERED THIS DATE, INADEQUATE DESCRIPTION, A BALL
 AH0724'PARK HAS BEEN BUILT WHERE AIRPORT ENTRANCE WAS ORIGINALLY.
 AH0724
 AH0724                          STATION RECOVERY (2001)
 AH0724
 AH0724'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1320 ***********************************************************************
 CS1320  DESIGNATION -  L 921
 CS1320  PID         -  CS1320
 CS1320  STATE/COUNTY-  TX/COLLIN
 CS1320  USGS QUAD   -  ADDISON (1981)
 CS1320
 CS1320                         *CURRENT SURVEY CONTROL
 CS1320  ___________________________________________________________________
 CS1320* NAD 83(1986)-  32 59 52.     (N)    096 46 17.     (W)     SCALED    
 CS1320* NAVD 88     -       210.337  (meters)     690.08   (feet)  ADJUSTED  
 CS1320  ___________________________________________________________________
 CS1320  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CS1320  DYNAMIC HT  -         210.101 (meters)     689.31  (feet)  COMP
 CS1320  MODELED GRAV-     979,510.7   (mgal)                       NAVD 88
 CS1320
 CS1320  VERT ORDER  -  SECOND    CLASS 0
 CS1320
 CS1320.The horizontal coordinates were scaled from a topographic map and have
 CS1320.an estimated accuracy of +/- 6 seconds.
 CS1320
 CS1320.The orthometric height was determined by differential leveling
 CS1320.and adjusted by the National Geodetic Survey in June 1991..
 CS1320
 CS1320.The geoid height was determined by GEOID03.
 CS1320
 CS1320.The dynamic height is computed by dividing the NAVD 88
 CS1320.geopotential number by the normal gravity value computed on the
 CS1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1320.degrees latitude (g = 980.6199 gals.).
 CS1320
 CS1320.The modeled gravity was interpolated from observed gravity values.
 CS1320
 CS1320;                    North         East    Units  Estimated Accuracy
 CS1320;SPC TXNC     - 2,148,940.      761,520.      MT  (+/- 180 meters Scaled)
 CS1320
 CS1320                          SUPERSEDED SURVEY CONTROL
 CS1320
 CS1320  NGVD 29 (??/??/92)  210.337  (m)          690.08   (f) ADJ UNCH    2 0
 CS1320
 CS1320.Superseded values are not recommended for survey control.
 CS1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1320.See file dsdata.txt to determine how the superseded data were derived.
 CS1320
 CS1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB082532(NAD 83)
 CS1320_MARKER: DB = BENCH MARK DISK
 CS1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1320_STAMPING: L 921 1946
 CS1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1320+STABILITY: SURFACE MOTION
 CS1320
 CS1320  HISTORY     - Date     Condition        Report By
 CS1320  HISTORY     - 1946     MONUMENTED       CGS
 CS1320  HISTORY     - 1959     GOOD             NGS
 CS1320  HISTORY     - 19910616 MARK NOT FOUND   USPSQD
 CS1320  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1320
 CS1320                          STATION DESCRIPTION
 CS1320
 CS1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1320'1.0 MI NE FROM RENNER.
 CS1320'1.0 MILE NORTH OF THE SITE OF THE RENNER SCHOOL, 0.7 MILE NORTH OF THE
 CS1320'GENERAL STORE AND RAILROAD CROSSING AT RENNER, ABOUT MIDWAY BETWEEN
 CS1320'TWO ROAD TURNS, ALONG A SECTION OF EAST-WEST ROAD, 30 FEET NORTH OF
 CS1320'THE CENTERLINE OF THE BLACKTOP ROAD, 1 FOOT SOUTH OF THE NORTH
 CS1320'RIGHT-OF-WAY FENCE LINE IN THE SOUTHEAST CORNER OF A SMALL PASTURE AND
 CS1320'ABOUT 0.2 MILE EAST OF THE TURN OF THE BLACKTOP ROAD FROM NORTH TO
 CS1320'EAST.  A STANDARD DISK STAMPED L 921 1946 IN A CONCRETE POST WHICH
 CS1320'PROJECTS ABOUT 1 FOOT.
 CS1320
 CS1320                          STATION RECOVERY (1991)
 CS1320
 CS1320'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1320'MARK NOT FOUND.
 CS1320
 CS1320                          STATION RECOVERY (2005)
 CS1320
 CS1320'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0235 ***********************************************************************
 DN0235  DESIGNATION -  L 922
 DN0235  PID         -  DN0235
 DN0235  STATE/COUNTY-  TX/COLLIN
 DN0235  USGS QUAD   -  LAVON (1973)
 DN0235
 DN0235                         *CURRENT SURVEY CONTROL
 DN0235  ___________________________________________________________________
 DN0235* NAD 83(1986)-  33 02 04.     (N)    096 23 28.     (W)     SCALED    
 DN0235* NAVD 88     -       172.668  (meters)     566.49   (feet)  ADJUSTED  
 DN0235  ___________________________________________________________________
 DN0235  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DN0235  DYNAMIC HT  -         172.480 (meters)     565.88  (feet)  COMP
 DN0235  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 DN0235
 DN0235  VERT ORDER  -  SECOND    CLASS 0
 DN0235
 DN0235.The horizontal coordinates were scaled from a topographic map and have
 DN0235.an estimated accuracy of +/- 6 seconds.
 DN0235
 DN0235.The orthometric height was determined by differential leveling
 DN0235.and adjusted by the National Geodetic Survey in June 1991..
 DN0235
 DN0235.The geoid height was determined by GEOID03.
 DN0235
 DN0235.The dynamic height is computed by dividing the NAVD 88
 DN0235.geopotential number by the normal gravity value computed on the
 DN0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0235.degrees latitude (g = 980.6199 gals.).
 DN0235
 DN0235.The modeled gravity was interpolated from observed gravity values.
 DN0235
 DN0235;                    North         East    Units  Estimated Accuracy
 DN0235;SPC TXNC     - 2,153,650.      796,970.      MT  (+/- 180 meters Scaled)
 DN0235
 DN0235                          SUPERSEDED SURVEY CONTROL
 DN0235
 DN0235  NGVD 29 (??/??/92)  172.672  (m)          566.51   (f) ADJ UNCH    2 0
 DN0235
 DN0235.Superseded values are not recommended for survey control.
 DN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0235.See file dsdata.txt to determine how the superseded data were derived.
 DN0235
 DN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB436581(NAD 83)
 DN0235_MARKER: DB = BENCH MARK DISK
 DN0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0235_STAMPING: L 922 1946
 DN0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0235+STABILITY: SURFACE MOTION
 DN0235
 DN0235  HISTORY     - Date     Condition        Report By
 DN0235  HISTORY     - 1946     MONUMENTED       CGS
 DN0235  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0235
 DN0235                          STATION DESCRIPTION
 DN0235
 DN0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0235'1.1 MI W FROM NEVADA.
 DN0235'ABOUT 1.1 MILES WEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD
 DN0235'FROM THE STATION AT NEVADA, SET IN LINE WITH TELEPHONE LINE AND 5
 DN0235'POLES WEST OF MILE POST 570, 39.6 FEET NORTH OF THE NORTH RAIL, AND
 DN0235'5.2 FEET EAST OF A TELEPHONE POLE.  2.4 FEET EAST OF REFERENCE POST.
 DN0235
 DN0235                          STATION RECOVERY (1994)
 DN0235
 DN0235'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0409 ***********************************************************************
 DN0409  DESIGNATION -  L 923
 DN0409  PID         -  DN0409
 DN0409  STATE/COUNTY-  TX/COLLIN
 DN0409  USGS QUAD   -  PLANO (1973)
 DN0409
 DN0409                         *CURRENT SURVEY CONTROL
 DN0409  ___________________________________________________________________
 DN0409* NAD 83(1986)-  33 02 05.     (N)    096 41 55.     (W)     SCALED    
 DN0409* NAVD 88     -       197.302  (meters)     647.32   (feet)  ADJUSTED  
 DN0409  ___________________________________________________________________
 DN0409  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DN0409  DYNAMIC HT  -         197.083 (meters)     646.60  (feet)  COMP
 DN0409  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 DN0409
 DN0409  VERT ORDER  -  SECOND    CLASS 0
 DN0409
 DN0409.The horizontal coordinates were scaled from a topographic map and have
 DN0409.an estimated accuracy of +/- 6 seconds.
 DN0409
 DN0409.The orthometric height was determined by differential leveling
 DN0409.and adjusted by the National Geodetic Survey in June 1991..
 DN0409
 DN0409.The geoid height was determined by GEOID03.
 DN0409
 DN0409.The dynamic height is computed by dividing the NAVD 88
 DN0409.geopotential number by the normal gravity value computed on the
 DN0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0409.degrees latitude (g = 980.6199 gals.).
 DN0409
 DN0409.The modeled gravity was interpolated from observed gravity values.
 DN0409
 DN0409;                    North         East    Units  Estimated Accuracy
 DN0409;SPC TXNC     - 2,153,150.      768,250.      MT  (+/- 180 meters Scaled)
 DN0409
 DN0409                          SUPERSEDED SURVEY CONTROL
 DN0409
 DN0409  NGVD 29 (??/??/92)  197.308  (m)          647.33   (f) ADJ UNCH    2 0
 DN0409
 DN0409.Superseded values are not recommended for survey control.
 DN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0409.See file dsdata.txt to determine how the superseded data were derived.
 DN0409
 DN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB149574(NAD 83)
 DN0409_MARKER: DB = BENCH MARK DISK
 DN0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0409_SP_SET: CULVERT
 DN0409_STAMPING: L 923 1946
 DN0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0409
 DN0409  HISTORY     - Date     Condition        Report By
 DN0409  HISTORY     - 1946     MONUMENTED       CGS
 DN0409  HISTORY     - 1960     GOOD             NGS
 DN0409  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0409  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0409
 DN0409                          STATION DESCRIPTION
 DN0409
 DN0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0409'1.1 MI N FROM PLANO.
 DN0409'1.1 MILES NORTH ALONG TEXAS HIGHWAY 5 FROM THE CITY HALL AT PLANO,
 DN0409'23.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 DN0409'STAMPED L 923 1946 AND SET IN THE TOP OF THE NORTH END OF THE EAST
 DN0409'HEADWALL OF A CONCRETE CULVERT.
 DN0409
 DN0409                          STATION RECOVERY (1991)
 DN0409
 DN0409'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0409'MARK NOT FOUND.
 DN0409
 DN0409                          STATION RECOVERY (2005)
 DN0409
 DN0409'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0431 ***********************************************************************
 DN0431  DESIGNATION -  L 924
 DN0431  PID         -  DN0431
 DN0431  STATE/COUNTY-  TX/COLLIN
 DN0431  USGS QUAD   -  WYLIE (1973)
 DN0431
 DN0431                         *CURRENT SURVEY CONTROL
 DN0431  ___________________________________________________________________
 DN0431* NAD 83(1986)-  33 05 29.     (N)    096 30 04.     (W)     SCALED    
 DN0431* NAVD 88     -       167.612  (meters)     549.91   (feet)  ADJUSTED  
 DN0431  ___________________________________________________________________
 DN0431  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0431  DYNAMIC HT  -         167.431 (meters)     549.31  (feet)  COMP
 DN0431  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 DN0431
 DN0431  VERT ORDER  -  SECOND    CLASS 0
 DN0431
 DN0431.The horizontal coordinates were scaled from a topographic map and have
 DN0431.an estimated accuracy of +/- 6 seconds.
 DN0431
 DN0431.The orthometric height was determined by differential leveling
 DN0431.and adjusted by the National Geodetic Survey in June 1991..
 DN0431
 DN0431.The geoid height was determined by GEOID03.
 DN0431
 DN0431.The dynamic height is computed by dividing the NAVD 88
 DN0431.geopotential number by the normal gravity value computed on the
 DN0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0431.degrees latitude (g = 980.6199 gals.).
 DN0431
 DN0431.The modeled gravity was interpolated from observed gravity values.
 DN0431
 DN0431;                    North         East    Units  Estimated Accuracy
 DN0431;SPC TXNC     - 2,159,760.      786,580.      MT  (+/- 180 meters Scaled)
 DN0431
 DN0431                          SUPERSEDED SURVEY CONTROL
 DN0431
 DN0431  NGVD 29 (??/??/92)  167.621  (m)          549.94   (f) ADJ UNCH    2 0
 DN0431
 DN0431.Superseded values are not recommended for survey control.
 DN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0431.See file dsdata.txt to determine how the superseded data were derived.
 DN0431
 DN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB332641(NAD 83)
 DN0431_MARKER: DB = BENCH MARK DISK
 DN0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0431_STAMPING: L 924 1946
 DN0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0431+STABILITY: SURFACE MOTION
 DN0431
 DN0431  HISTORY     - Date     Condition        Report By
 DN0431  HISTORY     - 1946     MONUMENTED       CGS
 DN0431  HISTORY     - 1958     GOOD             NGS
 DN0431  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0431  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0431
 DN0431                          STATION DESCRIPTION
 DN0431
 DN0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DN0431'7.1 MI S FROM PRINCETON.
 DN0431'7.1 MILES SOUTH OF PRINCETON, 6.3 MILES SOUTH OF THE JUNCTION OF STATE
 DN0431'HIGHWAY 24 AND FARM ROAD 982, ALONG FARM ROAD 982, 16 FEET NORTH, 24
 DN0431'FEET EAST AND LEVEL WITH THE CENTERLINE OF THE INTERSECTION OF A
 DN0431'T-ROAD LEADING EAST, AND 17 FEET SOUTH OF A POWERPOLE.  A STANDARD
 DN0431'DISK, STAMPED L 924 1946 AND SET IN THE TOP OF A CONCRETE POST SET
 DN0431'FLUSH WITH THE GROUND.
 DN0431
 DN0431                          STATION RECOVERY (1994)
 DN0431
 DN0431'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0431'MARK NOT FOUND.
 DN0431
 DN0431                          STATION RECOVERY (2005)
 DN0431
 DN0431'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0252 ***********************************************************************
 DN0252  DESIGNATION -  L 925
 DN0252  PID         -  DN0252
 DN0252  STATE/COUNTY-  TX/COLLIN
 DN0252  USGS QUAD   -  LAVON (1973)
 DN0252
 DN0252                         *CURRENT SURVEY CONTROL
 DN0252  ___________________________________________________________________
 DN0252* NAD 83(1986)-  33 03 40.     (N)    096 25 21.     (W)     SCALED    
 DN0252* NAVD 88     -       157.616  (meters)     517.11   (feet)  ADJUSTED  
 DN0252  ___________________________________________________________________
 DN0252  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0252  DYNAMIC HT  -         157.444 (meters)     516.55  (feet)  COMP
 DN0252  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 DN0252
 DN0252  VERT ORDER  -  SECOND    CLASS 0
 DN0252
 DN0252.The horizontal coordinates were scaled from a topographic map and have
 DN0252.an estimated accuracy of +/- 6 seconds.
 DN0252
 DN0252.The orthometric height was determined by differential leveling
 DN0252.and adjusted by the National Geodetic Survey in June 1991..
 DN0252
 DN0252.The geoid height was determined by GEOID03.
 DN0252
 DN0252.The dynamic height is computed by dividing the NAVD 88
 DN0252.geopotential number by the normal gravity value computed on the
 DN0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0252.degrees latitude (g = 980.6199 gals.).
 DN0252
 DN0252.The modeled gravity was interpolated from observed gravity values.
 DN0252
 DN0252;                    North         East    Units  Estimated Accuracy
 DN0252;SPC TXNC     - 2,156,550.      793,980.      MT  (+/- 180 meters Scaled)
 DN0252
 DN0252                          SUPERSEDED SURVEY CONTROL
 DN0252
 DN0252  NGVD 29 (??/??/92)  157.628  (m)          517.15   (f) ADJ UNCH    2 0
 DN0252
 DN0252.Superseded values are not recommended for survey control.
 DN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0252.See file dsdata.txt to determine how the superseded data were derived.
 DN0252
 DN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB406610(NAD 83)
 DN0252_MARKER: DB = BENCH MARK DISK
 DN0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0252_SP_SET: CULVERT
 DN0252_STAMPING: L 925 1946
 DN0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0252
 DN0252  HISTORY     - Date     Condition        Report By
 DN0252  HISTORY     - 1946     MONUMENTED       CGS
 DN0252  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0252  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0252
 DN0252                          STATION DESCRIPTION
 DN0252
 DN0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0252'2.6 MI N FROM LAVON.
 DN0252'2.6 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE ST. LOUIS AND
 DN0252'SOUTHWESTERN RAILROAD STATION AT LAVON.  16 FEET EAST OF THE CENTER
 DN0252'LINE OF THE HIGHWAY, 6 INCHES BELOW THE LEVEL OF THE HIGHWAY.  A
 DN0252'BRONZE DISK SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 DN0252'CONCRETE CULVERT.
 DN0252
 DN0252                          STATION RECOVERY (1994)
 DN0252
 DN0252'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0252'MARK NOT FOUND.
 DN0252
 DN0252                          STATION RECOVERY (2005)
 DN0252
 DN0252'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0141 ***********************************************************************
 DN0141  DESIGNATION -  L 926
 DN0141  PID         -  DN0141
 DN0141  STATE/COUNTY-  TX/HUNT
 DN0141  USGS QUAD   -  GREENVILLE SW (1962)
 DN0141
 DN0141                         *CURRENT SURVEY CONTROL
 DN0141  ___________________________________________________________________
 DN0141* NAD 83(1986)-  33 05 17.     (N)    096 11 32.     (W)     SCALED    
 DN0141* NAVD 88     -       170.599  (meters)     559.71   (feet)  ADJUSTED  
 DN0141  ___________________________________________________________________
 DN0141  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN0141  DYNAMIC HT  -         170.412 (meters)     559.09  (feet)  COMP
 DN0141  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 DN0141
 DN0141  VERT ORDER  -  FIRST     CLASS II
 DN0141
 DN0141.The horizontal coordinates were scaled from a topographic map and have
 DN0141.an estimated accuracy of +/- 6 seconds.
 DN0141
 DN0141.The orthometric height was determined by differential leveling
 DN0141.and adjusted by the National Geodetic Survey in June 1991..
 DN0141
 DN0141.The geoid height was determined by GEOID03.
 DN0141
 DN0141.The dynamic height is computed by dividing the NAVD 88
 DN0141.geopotential number by the normal gravity value computed on the
 DN0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0141.degrees latitude (g = 980.6199 gals.).
 DN0141
 DN0141.The modeled gravity was interpolated from observed gravity values.
 DN0141
 DN0141;                    North         East    Units  Estimated Accuracy
 DN0141;SPC TXNC     - 2,159,980.      815,410.      MT  (+/- 180 meters Scaled)
 DN0141
 DN0141                          SUPERSEDED SURVEY CONTROL
 DN0141
 DN0141  NGVD 29 (??/??/92)  170.588  (m)          559.67   (f) ADJ UNCH    1 2
 DN0141
 DN0141.Superseded values are not recommended for survey control.
 DN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0141.See file dsdata.txt to determine how the superseded data were derived.
 DN0141
 DN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB620645(NAD 83)
 DN0141_MARKER: DB = BENCH MARK DISK
 DN0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0141_STAMPING: L 926 1946
 DN0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0141+STABILITY: SURFACE MOTION
 DN0141
 DN0141  HISTORY     - Date     Condition        Report By
 DN0141  HISTORY     - 1946     MONUMENTED       CGS
 DN0141  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0141  HISTORY     - 19940422 MARK NOT FOUND   USPSQD
 DN0141
 DN0141                          STATION DESCRIPTION
 DN0141
 DN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0141'2.7 MI NE FROM CADDO MILLS.
 DN0141'2.7 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0141'THE STATION AT CADDO MILLS.  THE MARK IS SET AT A RAILROAD CROSSING. 1
 DN0141'POLE SOUTH OF MILE POST 719, 59 FEET NORTHWEST OF THE CENTER OF THE
 DN0141'RAILROAD CROSSING, 55.3 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DN0141'32.5 FEET WEST OF THE WEST RAIL, 17.7 FEET SOUTH OF A TELEPHONE POLE,
 DN0141'3.5 FEET SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE
 DN0141'TOP OF A CONCRETE POST.
 DN0141
 DN0141                          STATION RECOVERY (1986)
 DN0141
 DN0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0141'MARK NOT FOUND.
 DN0141
 DN0141                          STATION RECOVERY (1994)
 DN0141
 DN0141'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0184 ***********************************************************************
 DN0184  DESIGNATION -  L 927
 DN0184  PID         -  DN0184
 DN0184  STATE/COUNTY-  TX/COLLIN
 DN0184  USGS QUAD   -  CULLEOKA (1973)
 DN0184
 DN0184                         *CURRENT SURVEY CONTROL
 DN0184  ___________________________________________________________________
 DN0184* NAD 83(1986)-  33 10 51.     (N)    096 28 54.     (W)     SCALED    
 DN0184* NAVD 88     -       165.202  (meters)     542.00   (feet)  ADJUSTED  
 DN0184  ___________________________________________________________________
 DN0184  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0184  DYNAMIC HT  -         165.023 (meters)     541.41  (feet)  COMP
 DN0184  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 DN0184
 DN0184  VERT ORDER  -  SECOND    CLASS 0
 DN0184
 DN0184.The horizontal coordinates were scaled from a topographic map and have
 DN0184.an estimated accuracy of +/- 6 seconds.
 DN0184
 DN0184.The orthometric height was determined by differential leveling
 DN0184.and adjusted by the National Geodetic Survey in June 1991..
 DN0184
 DN0184.The geoid height was determined by GEOID03.
 DN0184
 DN0184.The dynamic height is computed by dividing the NAVD 88
 DN0184.geopotential number by the normal gravity value computed on the
 DN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0184.degrees latitude (g = 980.6199 gals.).
 DN0184
 DN0184.The modeled gravity was interpolated from observed gravity values.
 DN0184
 DN0184;                    North         East    Units  Estimated Accuracy
 DN0184;SPC TXNC     - 2,169,710.      788,200.      MT  (+/- 180 meters Scaled)
 DN0184
 DN0184                          SUPERSEDED SURVEY CONTROL
 DN0184
 DN0184  NGVD 29 (??/??/92)  165.212  (m)          542.03   (f) ADJ UNCH    2 0
 DN0184
 DN0184.Superseded values are not recommended for survey control.
 DN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0184.See file dsdata.txt to determine how the superseded data were derived.
 DN0184
 DN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB348741(NAD 83)
 DN0184_MARKER: DB = BENCH MARK DISK
 DN0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0184_STAMPING: L 927 1946
 DN0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0184+STABILITY: SURFACE MOTION
 DN0184
 DN0184  HISTORY     - Date     Condition        Report By
 DN0184  HISTORY     - 1946     MONUMENTED       CGS
 DN0184  HISTORY     - 1958     MARK NOT FOUND   NGS
 DN0184  HISTORY     - 1960     MARK NOT FOUND   USGS
 DN0184  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0184  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0184
 DN0184                          STATION DESCRIPTION
 DN0184
 DN0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DN0184'1.0 MI E FROM PRINCETON.
 DN0184'1.0 MILE EAST ALONG THE OLD ROADBED OF THE ABANDONED LOUISIANA,
 DN0184'ARKANSAS AND TEXAS RAILWAY FROM PRINCETON, COLLIN COUNTY, AT A ROAD
 DN0184'CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF THE OLD ROADBED, 16.5
 DN0184'FEET WEST OF THE CENTERLINE OF THE ROAD, 15.5 FEET SOUTHEAST OF POLE
 DN0184'304, 2.5 FEET NORTH OF A FENCE CORNER, AND 3 FEET EAST OF A WHITE
 DN0184'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 927 1946 AND SET IN
 DN0184'THE TOP OF A CONCRETE POST.
 DN0184
 DN0184                          STATION RECOVERY (1960)
 DN0184
 DN0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN0184'MARK NOT FOUND.
 DN0184
 DN0184                          STATION RECOVERY (1994)
 DN0184
 DN0184'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0184'MARK NOT FOUND.
 DN0184
 DN0184                          STATION RECOVERY (2005)
 DN0184
 DN0184'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0195 ***********************************************************************
 DN0195  DESIGNATION -  L 928 RESET 1954
 DN0195  PID         -  DN0195
 DN0195  STATE/COUNTY-  TX/COLLIN
 DN0195  USGS QUAD   -  FARMERSVILLE (1962)
 DN0195
 DN0195                         *CURRENT SURVEY CONTROL
 DN0195  ___________________________________________________________________
 DN0195* NAD 83(1986)-  33 09 50.     (N)    096 19 41.     (W)     SCALED    
 DN0195* NAVD 88     -       202.267  (meters)     663.60   (feet)  ADJUSTED  
 DN0195  ___________________________________________________________________
 DN0195  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DN0195  DYNAMIC HT  -         202.046 (meters)     662.88  (feet)  COMP
 DN0195  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 DN0195
 DN0195  VERT ORDER  -  SECOND    CLASS 0
 DN0195
 DN0195.The horizontal coordinates were scaled from a topographic map and have
 DN0195.an estimated accuracy of +/- 6 seconds.
 DN0195
 DN0195.The orthometric height was determined by differential leveling
 DN0195.and adjusted by the National Geodetic Survey in June 1991..
 DN0195
 DN0195.The geoid height was determined by GEOID03.
 DN0195
 DN0195.The dynamic height is computed by dividing the NAVD 88
 DN0195.geopotential number by the normal gravity value computed on the
 DN0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0195.degrees latitude (g = 980.6199 gals.).
 DN0195
 DN0195.The modeled gravity was interpolated from observed gravity values.
 DN0195
 DN0195;                    North         East    Units  Estimated Accuracy
 DN0195;SPC TXNC     - 2,168,120.      802,560.      MT  (+/- 180 meters Scaled)
 DN0195
 DN0195                          SUPERSEDED SURVEY CONTROL
 DN0195
 DN0195  NGVD 29 (??/??/92)  202.226  (m)          663.47   (f) ADJ UNCH    2 0
 DN0195
 DN0195.Superseded values are not recommended for survey control.
 DN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0195.See file dsdata.txt to determine how the superseded data were derived.
 DN0195
 DN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB491726(NAD 83)
 DN0195_MARKER: DB = BENCH MARK DISK
 DN0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0195_STAMPING: L 928 1946 RESET 1954
 DN0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0195+STABILITY: SURFACE MOTION
 DN0195
 DN0195  HISTORY     - Date     Condition        Report By
 DN0195  HISTORY     - 1954     MONUMENTED       CGS
 DN0195  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0195  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0195
 DN0195                          STATION DESCRIPTION
 DN0195
 DN0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0195'1.8 MI E FROM FARMERSVILLE.
 DN0195'1.8 MILES EAST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0195'THE STATION AT FARMERSVILLE, 50 FEET NORTHWEST OF THE CENTER OF A DIRT
 DN0195'ROAD CROSSING, 24.6 FEET NORTH OF THE NORTH RAIL, 9 FEET EAST OF A
 DN0195'TELEPHONE POLE, 22 FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A WITNESS
 DN0195'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 DN0195'THE GROUND.
 DN0195
 DN0195                          STATION RECOVERY (1994)
 DN0195
 DN0195'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0195'MARK NOT FOUND.
 DN0195
 DN0195                          STATION RECOVERY (2005)
 DN0195
 DN0195'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0056 ***********************************************************************
 CS0056  DESIGNATION -  L 929
 CS0056  PID         -  CS0056
 CS0056  STATE/COUNTY-  TX/HUNT
 CS0056  USGS QUAD   -  ROYSE CITY (1963)
 CS0056
 CS0056                         *CURRENT SURVEY CONTROL
 CS0056  ___________________________________________________________________
 CS0056* NAD 83(1986)-  32 52 58.     (N)    096 15 32.     (W)     SCALED    
 CS0056* NAVD 88     -       157.941  (meters)     518.18   (feet)  ADJUSTED  
 CS0056  ___________________________________________________________________
 CS0056  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0056  DYNAMIC HT  -         157.767 (meters)     517.61  (feet)  COMP
 CS0056  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 CS0056
 CS0056  VERT ORDER  -  SECOND    CLASS 0
 CS0056
 CS0056.The horizontal coordinates were scaled from a topographic map and have
 CS0056.an estimated accuracy of +/- 6 seconds.
 CS0056
 CS0056.The orthometric height was determined by differential leveling
 CS0056.and adjusted by the National Geodetic Survey in June 1991..
 CS0056
 CS0056.The geoid height was determined by GEOID03.
 CS0056
 CS0056.The dynamic height is computed by dividing the NAVD 88
 CS0056.geopotential number by the normal gravity value computed on the
 CS0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0056.degrees latitude (g = 980.6199 gals.).
 CS0056
 CS0056.The modeled gravity was interpolated from observed gravity values.
 CS0056
 CS0056;                    North         East    Units  Estimated Accuracy
 CS0056;SPC TXNC     - 2,137,090.      809,670.      MT  (+/- 180 meters Scaled)
 CS0056
 CS0056                          SUPERSEDED SURVEY CONTROL
 CS0056
 CS0056  NGVD 29 (??/??/92)  157.940  (m)          518.17   (f) ADJ UNCH    2 0
 CS0056
 CS0056.Superseded values are not recommended for survey control.
 CS0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0056.See file dsdata.txt to determine how the superseded data were derived.
 CS0056
 CS0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB564416(NAD 83)
 CS0056_MARKER: DB = BENCH MARK DISK
 CS0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0056_STAMPING: L 929 1946
 CS0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0056+STABILITY: SURFACE MOTION
 CS0056
 CS0056  HISTORY     - Date     Condition        Report By
 CS0056  HISTORY     - 1946     MONUMENTED       CGS
 CS0056  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 CS0056
 CS0056                          STATION DESCRIPTION
 CS0056
 CS0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0056'5.7 MI W FROM QUINLAN.
 CS0056'5.7 MILES WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC STATION
 CS0056'AT QUINLAN, HUNT COUNTY, THENCE 2.9 MILES SOUTHWEST ALONG A ROAD. 0.1
 CS0056'MILE SOUTHEAST OF A FARMHOUSE, AT THE TOP OF A HILL, 23 FEET EAST OF
 CS0056'THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 CS0056'POST.  A STANDARD DISK, STAMPED L 929 1946 AND SET IN THE TOP OF A
 CS0056'CONCRETE POST.
 CS0056
 CS0056                          STATION RECOVERY (1994)
 CS0056
 CS0056'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0009 ***********************************************************************
 AJ0009  DESIGNATION -  L 93
 AJ0009  PID         -  AJ0009
 AJ0009  STATE/COUNTY-  TX/JIM WELLS
 AJ0009  USGS QUAD   -  ALICE NORTH (1963)
 AJ0009
 AJ0009                         *CURRENT SURVEY CONTROL
 AJ0009  ___________________________________________________________________
 AJ0009* NAD 83(1986)-  27 45 11.     (N)    098 03 00.     (W)     SCALED    
 AJ0009* NAVD 88     -        57.283  (meters)     187.94   (feet)  ADJUSTED  
 AJ0009  ___________________________________________________________________
 AJ0009  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AJ0009  DYNAMIC HT  -          57.194 (meters)     187.64  (feet)  COMP
 AJ0009  MODELED GRAV-     979,098.0   (mgal)                       NAVD 88
 AJ0009
 AJ0009  VERT ORDER  -  FIRST     CLASS II
 AJ0009
 AJ0009.The horizontal coordinates were scaled from a topographic map and have
 AJ0009.an estimated accuracy of +/- 6 seconds.
 AJ0009
 AJ0009.The orthometric height was determined by differential leveling
 AJ0009.and adjusted by the National Geodetic Survey in June 1991..
 AJ0009.WARNING-Repeat measurements at this control monument indicate possible
 AJ0009.vertical movement.
 AJ0009
 AJ0009.The geoid height was determined by GEOID03.
 AJ0009
 AJ0009.The dynamic height is computed by dividing the NAVD 88
 AJ0009.geopotential number by the normal gravity value computed on the
 AJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0009.degrees latitude (g = 980.6199 gals.).
 AJ0009
 AJ0009.The modeled gravity was interpolated from observed gravity values.
 AJ0009
 AJ0009;                    North         East    Units  Estimated Accuracy
 AJ0009;SPC TX S     - 5,231,240.      344,360.      MT  (+/- 180 meters Scaled)
 AJ0009
 AJ0009                          SUPERSEDED SURVEY CONTROL
 AJ0009
 AJ0009  NGVD 29 (??/??/92)   57.374  (m)          188.23   (f) ADJ UNCH    1 2
 AJ0009
 AJ0009.Superseded values are not recommended for survey control.
 AJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0009.See file dsdata.txt to determine how the superseded data were derived.
 AJ0009
 AJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR936702(NAD 83)
 AJ0009_MARKER: DB = BENCH MARK DISK
 AJ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0009_STAMPING: L 93 1932 188.235
 AJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0009+STABILITY: SURFACE MOTION
 AJ0009
 AJ0009  HISTORY     - Date     Condition        Report By
 AJ0009  HISTORY     - 1932     MONUMENTED       CGS
 AJ0009  HISTORY     - 1950     GOOD             NGS
 AJ0009  HISTORY     - 1990     GOOD             USPSQD
 AJ0009
 AJ0009                          STATION DESCRIPTION
 AJ0009
 AJ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AJ0009'1.6 MI E FROM ALICE.
 AJ0009'1.6 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0009'ALICE, 29 FEET NORTH OF THE NORTH RAIL, 49 FEET SOUTH OF THE CENTER
 AJ0009'LINE OF AN EAST AND WEST OILED ROAD, 7.3 FEET SOUTHEAST OF MILEPOST
 AJ0009'121, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AJ0009'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AJ0009
 AJ0009                          STATION RECOVERY (1990)
 AJ0009
 AJ0009'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1346 ***********************************************************************
 CS1346  DESIGNATION -  L 930
 CS1346  PID         -  CS1346
 CS1346  STATE/COUNTY-  TX/DALLAS
 CS1346  USGS QUAD   -  GARLAND (1973)
 CS1346
 CS1346                         *CURRENT SURVEY CONTROL
 CS1346  ___________________________________________________________________
 CS1346* NAD 83(1986)-  32 54 09.     (N)    096 37 52.     (W)     SCALED    
 CS1346* NAVD 88     -       163.394  (meters)     536.07   (feet)  ADJUSTED  
 CS1346  ___________________________________________________________________
 CS1346  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CS1346  DYNAMIC HT  -         163.214 (meters)     535.48  (feet)  COMP
 CS1346  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 CS1346
 CS1346  VERT ORDER  -  SECOND    CLASS 0
 CS1346
 CS1346.The horizontal coordinates were scaled from a topographic map and have
 CS1346.an estimated accuracy of +/- 6 seconds.
 CS1346
 CS1346.The orthometric height was determined by differential leveling
 CS1346.and adjusted by the National Geodetic Survey in June 1991..
 CS1346
 CS1346.The geoid height was determined by GEOID03.
 CS1346
 CS1346.The dynamic height is computed by dividing the NAVD 88
 CS1346.geopotential number by the normal gravity value computed on the
 CS1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1346.degrees latitude (g = 980.6199 gals.).
 CS1346
 CS1346.The modeled gravity was interpolated from observed gravity values.
 CS1346
 CS1346;                    North         East    Units  Estimated Accuracy
 CS1346;SPC TXNC     - 2,138,600.      774,820.      MT  (+/- 180 meters Scaled)
 CS1346
 CS1346                          SUPERSEDED SURVEY CONTROL
 CS1346
 CS1346  NGVD 29 (??/??/92)  163.41   (m)          536.1    (f) COMPUTED    2 0
 CS1346
 CS1346.Superseded values are not recommended for survey control.
 CS1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1346.See file dsdata.txt to determine how the superseded data were derived.
 CS1346
 CS1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB215429(NAD 83)
 CS1346_MARKER: DB = BENCH MARK DISK
 CS1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1346_STAMPING: L 930 1946
 CS1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1346+STABILITY: SURFACE MOTION
 CS1346
 CS1346  HISTORY     - Date     Condition        Report By
 CS1346  HISTORY     - 1946     MONUMENTED       CGS
 CS1346  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1346
 CS1346                          STATION DESCRIPTION
 CS1346
 CS1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1346'IN GARLAND.
 CS1346'1.2 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE
 CS1346'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT GARLAND, 63 FEET SOUTH OF A
 CS1346'POWERLINE POLE, 31 FEET WEST OF THE CENTERLINE OF THE ROAD, IN A FENCE
 CS1346'CORNER, 4 FEET WEST OF THE RIGHT-OF-WAY FENCE, 5 FEET SOUTH OF A CROSS
 CS1346'FENCE, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST. NOTE-- THE
 CS1346'SITE OF THIS MARK IS IN RESIDENTIAL AREA.  THE DISTANCES GIVEN, PLACE
 CS1346'IT IN A YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1752 ***********************************************************************
 CS1752  DESIGNATION -  L 931
 CS1752  PID         -  CS1752
 CS1752  STATE/COUNTY-  TX/TARRANT
 CS1752  USGS QUAD   -  HALTOM CITY (1981)
 CS1752
 CS1752                         *CURRENT SURVEY CONTROL
 CS1752  ___________________________________________________________________
 CS1752* NAD 83(1986)-  32 47 38.     (N)    097 22 21.     (W)     SCALED    
 CS1752* NAVD 88     -       207.799  (meters)     681.75   (feet)  ADJUSTED  
 CS1752  ___________________________________________________________________
 CS1752  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS1752  DYNAMIC HT  -         207.556 (meters)     680.96  (feet)  COMP
 CS1752  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 CS1752
 CS1752  VERT ORDER  -  FIRST     CLASS II
 CS1752
 CS1752.The horizontal coordinates were scaled from a topographic map and have
 CS1752.an estimated accuracy of +/- 6 seconds.
 CS1752
 CS1752.The orthometric height was determined by differential leveling
 CS1752.and adjusted by the National Geodetic Survey in June 1991..
 CS1752
 CS1752.The geoid height was determined by GEOID03.
 CS1752
 CS1752.The dynamic height is computed by dividing the NAVD 88
 CS1752.geopotential number by the normal gravity value computed on the
 CS1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1752.degrees latitude (g = 980.6199 gals.).
 CS1752
 CS1752.The modeled gravity was interpolated from observed gravity values.
 CS1752
 CS1752;                    North         East    Units  Estimated Accuracy
 CS1752;SPC TXNC     - 2,125,560.      705,600.      MT  (+/- 180 meters Scaled)
 CS1752
 CS1752                          SUPERSEDED SURVEY CONTROL
 CS1752
 CS1752  NGVD 29 (??/??/92)  207.798  (m)          681.75   (f) ADJ UNCH    1 2
 CS1752
 CS1752.Superseded values are not recommended for survey control.
 CS1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1752.See file dsdata.txt to determine how the superseded data were derived.
 CS1752
 CS1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB523296(NAD 83)
 CS1752_MARKER: DB = BENCH MARK DISK
 CS1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1752_STAMPING: L 931 1946
 CS1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1752+STABILITY: SURFACE MOTION
 CS1752
 CS1752  HISTORY     - Date     Condition        Report By
 CS1752  HISTORY     - 1946     MONUMENTED       CGS
 CS1752  HISTORY     - 1957     GOOD             NGS
 CS1752  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 CS1752
 CS1752                          STATION DESCRIPTION
 CS1752
 CS1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1752'IN FORT WORTH.
 CS1752'ABOUT 3.4 MILES NORTHWEST OF THE TARRANT COUNTY COURT HOUSE IN FORT
 CS1752'WORTH, ALONG EPHRIHAM AVE, WHICH IS LOOP HIGHWAY NO. 183, IN THE
 CS1752'SOUTHWEST CORNER OF THE YARD AT 2608 EPHRIHAM AVE., 33 FEET SOUTHEAST
 CS1752'OF THE CENTERLINE OF EPHRIHAM, 3 FEET SOUTHEAST OF THE CURB AND 12
 CS1752'FEET NORTHEAST OF THE CENTERLINE OF THE ALLEY.  A STANDARD DISK
 CS1752'STAMPED L 931 1946 IN A CONCRETE POST WHICH IS ABOUT 1 INCH BELOW THE
 CS1752'SURFACE.
 CS1752
 CS1752                          STATION RECOVERY (1996)
 CS1752
 CS1752'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1712 ***********************************************************************
 CS1712  DESIGNATION -  L 932
 CS1712  PID         -  CS1712
 CS1712  STATE/COUNTY-  TX/TARRANT
 CS1712  USGS QUAD   -  FORT WORTH (1981)
 CS1712
 CS1712                         *CURRENT SURVEY CONTROL
 CS1712  ___________________________________________________________________
 CS1712* NAD 83(1986)-  32 43 49.     (N)    097 18 10.     (W)     SCALED    
 CS1712* NAVD 88     -       181.798  (meters)     596.45   (feet)  ADJUSTED  
 CS1712  ___________________________________________________________________
 CS1712  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CS1712  DYNAMIC HT  -         181.585 (meters)     595.75  (feet)  COMP
 CS1712  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 CS1712
 CS1712  VERT ORDER  -  FIRST     CLASS II
 CS1712
 CS1712.The horizontal coordinates were scaled from a topographic map and have
 CS1712.an estimated accuracy of +/- 6 seconds.
 CS1712
 CS1712.The orthometric height was determined by differential leveling
 CS1712.and adjusted by the National Geodetic Survey in June 1991..
 CS1712
 CS1712.The geoid height was determined by GEOID03.
 CS1712
 CS1712.The dynamic height is computed by dividing the NAVD 88
 CS1712.geopotential number by the normal gravity value computed on the
 CS1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1712.degrees latitude (g = 980.6199 gals.).
 CS1712
 CS1712.The modeled gravity was interpolated from observed gravity values.
 CS1712
 CS1712;                    North         East    Units  Estimated Accuracy
 CS1712;SPC TXNC     - 2,118,580.      712,210.      MT  (+/- 180 meters Scaled)
 CS1712
 CS1712                          SUPERSEDED SURVEY CONTROL
 CS1712
 CS1712  NGVD 29 (??/??/92)  181.804  (m)          596.47   (f) ADJ UNCH    1 2
 CS1712
 CS1712.Superseded values are not recommended for survey control.
 CS1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1712.See file dsdata.txt to determine how the superseded data were derived.
 CS1712
 CS1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB590226(NAD 83)
 CS1712_MARKER: DB = BENCH MARK DISK
 CS1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1712_STAMPING: L 932 1946 596.469
 CS1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1712+STABILITY: SURFACE MOTION
 CS1712
 CS1712  HISTORY     - Date     Condition        Report By
 CS1712  HISTORY     - 1946     MONUMENTED       CGS
 CS1712  HISTORY     - 1956     GOOD             NGS
 CS1712  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1712
 CS1712                          STATION DESCRIPTION
 CS1712
 CS1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1712'IN FORT WORTH.
 CS1712'ABOUT 2.5 MILES SOUTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH, IN
 CS1712'THE SOUTHWEST CORNER OF THE INTERSECTION OF IRMA STREET AND RIVERSIDE
 CS1712'DRIVE, 3 FEET SOUTH OF THE SOUTH CURB OF IRMA STREET AND 12 FEET WEST
 CS1712'OF THE WEST CURB OF SOUTH RIVERSIDE DRIVE.  A STANDARD DISK STAMPED L
 CS1712'932 1946 596.469 IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1712
 CS1712                          STATION RECOVERY (1989)
 CS1712
 CS1712'RECOVERY NOTE BY US POWER SQUADRON 1989 (RW)
 CS1712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1579 ***********************************************************************
 CS1579  DESIGNATION -  L 933
 CS1579  PID         -  CS1579
 CS1579  STATE/COUNTY-  TX/TARRANT
 CS1579  USGS QUAD   -  HALTOM CITY (1981)
 CS1579
 CS1579                         *CURRENT SURVEY CONTROL
 CS1579  ___________________________________________________________________
 CS1579* NAD 83(1986)-  32 45 14.     (N)    097 21 41.     (W)     SCALED    
 CS1579* NAVD 88     -       165.576  (meters)     543.23   (feet)  POSTED    
 CS1579  ___________________________________________________________________
 CS1579  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1579  DYNAMIC HT  -         165.380 (meters)     542.58  (feet)  COMP
 CS1579  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 CS1579
 CS1579  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CS1579
 CS1579.The horizontal coordinates were scaled from a topographic map and have
 CS1579.an estimated accuracy of +/- 6 seconds.
 CS1579
 CS1579.The orthometric height was determined by differential leveling
 CS1579.and adjusted by the National Geodetic Survey in 1992..
 CS1579.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CS1579.rate of 2.1 thru 3.0 mm/km.
 CS1579
 CS1579.The geoid height was determined by GEOID03.
 CS1579
 CS1579.The dynamic height is computed by dividing the NAVD 88
 CS1579.geopotential number by the normal gravity value computed on the
 CS1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1579.degrees latitude (g = 980.6199 gals.).
 CS1579
 CS1579.The modeled gravity was interpolated from observed gravity values.
 CS1579
 CS1579;                    North         East    Units  Estimated Accuracy
 CS1579;SPC TXNC     - 2,121,140.      706,690.      MT  (+/- 180 meters Scaled)
 CS1579
 CS1579                          SUPERSEDED SURVEY CONTROL
 CS1579
 CS1579  NGVD 29 (??/??/92)  165.578  (m)          543.23   (f) ADJ UNCH    1 2
 CS1579
 CS1579.Superseded values are not recommended for survey control.
 CS1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1579.See file dsdata.txt to determine how the superseded data were derived.
 CS1579
 CS1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB535251(NAD 83)
 CS1579_MARKER: DB = BENCH MARK DISK
 CS1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1579_STAMPING: L 933 1946 543.234
 CS1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1579+STABILITY: SURFACE MOTION
 CS1579
 CS1579  HISTORY     - Date     Condition        Report By
 CS1579  HISTORY     - 1946     MONUMENTED       CGS
 CS1579  HISTORY     - 1956     GOOD             NGS
 CS1579  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1579  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1579
 CS1579                          STATION DESCRIPTION
 CS1579
 CS1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1579'IN FORT WORTH.
 CS1579'1.6 MILES WEST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT THE
 CS1579'NORTHWEST CORNER OF THE INTERSECTION OF UNIVERSITY DRIVE AND WEST 4TH
 CS1579'STREET IN THE LAWN OF 3100 W. 4TH STREET, 58 FEET WEST OF THE CENTER
 CS1579'LINE OF UNIVERSITY AND 17 FEET NORTH OF THE CENTERLINE OF WEST 4TH, 18
 CS1579'INCHES NORTH OF THE NORTH CURB OF WEST 4TH AND 23 FEET WEST OF THE
 CS1579'WEST CURB OF UNIVERSITY.  IT IS ABOUT 5 FEET WEST OF A STORM SEWER
 CS1579'INTAKE.  A STANDARD DISK STAMPED L 933 1946 543.234 IN A CONCRETE POST
 CS1579'ABOUT 3 INCHES BELOW THE LEVEL OF THE LAWN.
 CS1579
 CS1579                          STATION RECOVERY (1989)
 CS1579
 CS1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWM)
 CS1579'MARK NOT FOUND.
 CS1579
 CS1579                          STATION RECOVERY (1996)
 CS1579
 CS1579'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2216 ***********************************************************************
 BY2216  DESIGNATION -  L 934
 BY2216  PID         -  BY2216
 BY2216  STATE/COUNTY-  TX/FREESTONE
 BY2216  USGS QUAD   -  KEECHI (1964)
 BY2216
 BY2216                         *CURRENT SURVEY CONTROL
 BY2216  ___________________________________________________________________
 BY2216* NAD 83(1986)-  31 34 43.     (N)    095 54 14.     (W)     SCALED    
 BY2216* NAVD 88     -       105.863  (meters)     347.32   (feet)  ADJUSTED  
 BY2216  ___________________________________________________________________
 BY2216  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BY2216  DYNAMIC HT  -         105.734 (meters)     346.90  (feet)  COMP
 BY2216  MODELED GRAV-     979,416.4   (mgal)                       NAVD 88
 BY2216
 BY2216  VERT ORDER  -  SECOND    CLASS 0
 BY2216
 BY2216.The horizontal coordinates were scaled from a topographic map and have
 BY2216.an estimated accuracy of +/- 6 seconds.
 BY2216
 BY2216.The orthometric height was determined by differential leveling
 BY2216.and adjusted by the National Geodetic Survey in June 1991..
 BY2216
 BY2216.The geoid height was determined by GEOID03.
 BY2216
 BY2216.The dynamic height is computed by dividing the NAVD 88
 BY2216.geopotential number by the normal gravity value computed on the
 BY2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2216.degrees latitude (g = 980.6199 gals.).
 BY2216
 BY2216.The modeled gravity was interpolated from observed gravity values.
 BY2216
 BY2216;                    North         East    Units  Estimated Accuracy
 BY2216;SPC TX C     - 3,220,320.    1,120,320.      MT  (+/- 180 meters Scaled)
 BY2216
 BY2216                          SUPERSEDED SURVEY CONTROL
 BY2216
 BY2216  NGVD 29 (??/??/92)  105.843  (m)          347.25   (f) ADJ UNCH    2 0
 BY2216
 BY2216.Superseded values are not recommended for survey control.
 BY2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2216.See file dsdata.txt to determine how the superseded data were derived.
 BY2216
 BY2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ244973(NAD 83)
 BY2216_MARKER: DB = BENCH MARK DISK
 BY2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2216_STAMPING: L 934 1948
 BY2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2216+STABILITY: SURFACE MOTION
 BY2216
 BY2216  HISTORY     - Date     Condition        Report By
 BY2216  HISTORY     - 1948     MONUMENTED       CGS
 BY2216  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY2216
 BY2216                          STATION DESCRIPTION
 BY2216
 BY2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY2216'3.85 MI W FROM OAKWOOD.
 BY2216'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 79 FROM THE WATER TOWER AT
 BY2216'OAKWOOD, THENCE 1.15 MILES WEST ALONG THE LANELY-OAKWOOD DIRT ROAD,
 BY2216'75.0 FEET EAST OF THE TOP OF A PROMINENT HILL, 30.3 FEET NORTHEAST AND
 BY2216'ABOUT 2.0 FEET BELOW THE CENTER OF THE ROAD, 22.0 FEET SOUTHEAST OF A
 BY2216'LEANING 24-INCH OAK TREE, 1.6 FEET NORTHWEST OF A WITNESS POST, 1.3
 BY2216'FEET SOUTHWEST OF A WOVEN WIRE FENCE AND SET IN THE TOP OF A CONCRETE
 BY2216'POST WHICH PROJECTS 0.2 FOOT ABOVE GROUND.
 BY2216
 BY2216                          STATION RECOVERY (1964)
 BY2216
 BY2216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY2216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1464 ***********************************************************************
 BZ1464  DESIGNATION -  L 935 RESET
 BZ1464  PID         -  BZ1464
 BZ1464  STATE/COUNTY-  TX/FREESTONE
 BZ1464  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ1464
 BZ1464                         *CURRENT SURVEY CONTROL
 BZ1464  ___________________________________________________________________
 BZ1464* NAD 83(1986)-  31 38 18.     (N)    096 15 41.     (W)     SCALED    
 BZ1464* NAVD 88     -       151.93   (meters)     498.5    (feet)  RESET     
 BZ1464  ___________________________________________________________________
 BZ1464  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BZ1464
 BZ1464  VERT ORDER  -  THIRD
 BZ1464
 BZ1464.The horizontal coordinates were scaled from a topographic map and have
 BZ1464.an estimated accuracy of +/- 6 seconds.
 BZ1464
 BZ1464.The orthometric height was computed from unverified reset data.
 BZ1464
 BZ1464.The geoid height was determined by GEOID03.
 BZ1464
 BZ1464;                    North         East    Units  Estimated Accuracy
 BZ1464;SPC TX C     - 3,225,640.    1,086,170.      MT  (+/- 180 meters Scaled)
 BZ1464
 BZ1464                          SUPERSEDED SURVEY CONTROL
 BZ1464
 BZ1464  NGVD 29 (01/29/03)  151.92   (m)          498.4    (f) RESET       3  
 BZ1464
 BZ1464.Superseded values are not recommended for survey control.
 BZ1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1464.See file dsdata.txt to determine how the superseded data were derived.
 BZ1464
 BZ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA597036(NAD 83)
 BZ1464_MARKER: DB = BENCH MARK DISK
 BZ1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1464_SP_SET: CONCRETE POST
 BZ1464_STAMPING: L 935 RESET 1956
 BZ1464_MARK LOGO: CGS   
 BZ1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1464+STABILITY: SURFACE MOTION
 BZ1464
 BZ1464  HISTORY     - Date     Condition        Report By
 BZ1464  HISTORY     - 1956     MONUMENTED       CGS
 BZ1464
 BZ1464                          STATION DESCRIPTION
 BZ1464
 BZ1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BZ1464'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 84, FROM THE POST OFFICE IN
 BZ1464'TEAGUE, AT A T-ROAD LEADING SOUTHEAST ALONG THE WEST SIDE OF THE
 BZ1464'HIGHWAY, 2 FEET WEST OF THE SOUTHEAST CORNER OF THE YARD OF A SMALL
 BZ1464'WHITE HOUSE, 50 FEET SOUTH OF THE SOUTH SIDE OF THE HOUSE AND 1 FOOT
 BZ1464'WEST OF THE WEST RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1472 ***********************************************************************
 BZ1472  DESIGNATION -  L 936 RESET
 BZ1472  PID         -  BZ1472
 BZ1472  STATE/COUNTY-  TX/FREESTONE
 BZ1472  USGS QUAD   -  FAIRFIELD (1982)
 BZ1472
 BZ1472                         *CURRENT SURVEY CONTROL
 BZ1472  ___________________________________________________________________
 BZ1472* NAD 83(1986)-  31 43 38.     (N)    096 10 51.     (W)     SCALED    
 BZ1472* NAVD 88     -       139.62   (meters)     458.1    (feet)  RESET     
 BZ1472  ___________________________________________________________________
 BZ1472  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 BZ1472
 BZ1472  VERT ORDER  -  THIRD
 BZ1472
 BZ1472.The horizontal coordinates were scaled from a topographic map and have
 BZ1472.an estimated accuracy of +/- 6 seconds.
 BZ1472
 BZ1472.The orthometric height was computed from unverified reset data.
 BZ1472
 BZ1472.The geoid height was determined by GEOID03.
 BZ1472
 BZ1472;                    North         East    Units  Estimated Accuracy
 BZ1472;SPC TX C     - 3,235,780.    1,093,430.      MT  (+/- 180 meters Scaled)
 BZ1472
 BZ1472                          SUPERSEDED SURVEY CONTROL
 BZ1472
 BZ1472  NGVD 29 (01/29/03)  139.61   (m)          458.0    (f) RESET       3  
 BZ1472
 BZ1472.Superseded values are not recommended for survey control.
 BZ1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1472.See file dsdata.txt to determine how the superseded data were derived.
 BZ1472
 BZ1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA671136(NAD 83)
 BZ1472_MARKER: DB = BENCH MARK DISK
 BZ1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1472_SP_SET: CONCRETE POST
 BZ1472_STAMPING: L 936 RESET 1969
 BZ1472_MARK LOGO: CGS   
 BZ1472_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1472+STABILITY: SURFACE MOTION
 BZ1472
 BZ1472  HISTORY     - Date     Condition        Report By
 BZ1472  HISTORY     - 1969     MONUMENTED       CGS
 BZ1472
 BZ1472                          STATION DESCRIPTION
 BZ1472
 BZ1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BZ1472'0.1 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF U.S. HIGHWAY
 BZ1472'75 IN FAIRFIELD, THENCE 0.9 MILE WEST ALONG FARM ROAD 27, 51 FEET
 BZ1472'NORTH OF THE CENTERLINE OF F.M. HIGHWAY 27, 137 FEET WEST OF THE WEST
 BZ1472'RIGHT-OF-WAY OF INTERSTATE 45, AND 13 FEET WEST OF A CEDAR TREE, 1
 BZ1472'FOOT NORTHWEST OF A METAL WITNESS POST, AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0682 ***********************************************************************
 BZ0682  DESIGNATION -  L 937
 BZ0682  PID         -  BZ0682
 BZ0682  STATE/COUNTY-  TX/NAVARRO
 BZ0682  USGS QUAD   -  DAWSON (1978)
 BZ0682
 BZ0682                         *CURRENT SURVEY CONTROL
 BZ0682  ___________________________________________________________________
 BZ0682* NAD 83(1986)-  31 53 02.     (N)    096 39 30.     (W)     SCALED    
 BZ0682* NAVD 88     -       152.229  (meters)     499.44   (feet)  ADJUSTED  
 BZ0682  ___________________________________________________________________
 BZ0682  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BZ0682  DYNAMIC HT  -         152.049 (meters)     498.85  (feet)  COMP
 BZ0682  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 BZ0682
 BZ0682  VERT ORDER  -  SECOND    CLASS 0
 BZ0682
 BZ0682.The horizontal coordinates were scaled from a topographic map and have
 BZ0682.an estimated accuracy of +/- 6 seconds.
 BZ0682
 BZ0682.The orthometric height was determined by differential leveling
 BZ0682.and adjusted by the National Geodetic Survey in June 1991..
 BZ0682
 BZ0682.The geoid height was determined by GEOID03.
 BZ0682
 BZ0682.The dynamic height is computed by dividing the NAVD 88
 BZ0682.geopotential number by the normal gravity value computed on the
 BZ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0682.degrees latitude (g = 980.6199 gals.).
 BZ0682
 BZ0682.The modeled gravity was interpolated from observed gravity values.
 BZ0682
 BZ0682;                    North         East    Units  Estimated Accuracy
 BZ0682;SPC TXNC     - 2,025,620.      774,250.      MT  (+/- 180 meters Scaled)
 BZ0682
 BZ0682                          SUPERSEDED SURVEY CONTROL
 BZ0682
 BZ0682  NGVD 29 (??/??/92)  152.206  (m)          499.36   (f) ADJ UNCH    2 0
 BZ0682
 BZ0682.Superseded values are not recommended for survey control.
 BZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0682.See file dsdata.txt to determine how the superseded data were derived.
 BZ0682
 BZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA214299(NAD 83)
 BZ0682_MARKER: DB = BENCH MARK DISK
 BZ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0682_STAMPING: L 937 1948
 BZ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0682+STABILITY: SURFACE MOTION
 BZ0682
 BZ0682  HISTORY     - Date     Condition        Report By
 BZ0682  HISTORY     - 1948     MONUMENTED       CGS
 BZ0682
 BZ0682                          STATION DESCRIPTION
 BZ0682
 BZ0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0682'4.15 MI E FROM DAWSON.
 BZ0682'4.15 MILES EAST ALONG FARM ROAD 709 FROM THE RAILWAY STATION AT
 BZ0682'DAWSON, AT A JUNCTION WITH A ROAD LEADING SOUTHEAST, 92.0 FEET SOUTH
 BZ0682'OF THE CENTER LINE OF FARM ROAD 709, 62.8 FEET EAST OF THE EAST CORNER
 BZ0682'OF A FARMHOUSE, 27.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 BZ0682'LEADING SOUTHEAST, 1.4 FEET SOUTHEAST OF A TELEPHONE POLE AND IN LINE
 BZ0682'WITH THE ROW OF POLES, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BZ0682'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0043 ***********************************************************************
 BZ0043  DESIGNATION -  L 938
 BZ0043  PID         -  BZ0043
 BZ0043  STATE/COUNTY-  TX/NAVARRO
 BZ0043  USGS QUAD   -  WORTHAM (1982)
 BZ0043
 BZ0043                         *CURRENT SURVEY CONTROL
 BZ0043  ___________________________________________________________________
 BZ0043* NAD 83(1986)-  31 52 00.     (N)    096 26 42.     (W)     SCALED    
 BZ0043* NAVD 88     -       126.041  (meters)     413.52   (feet)  ADJUSTED  
 BZ0043  ___________________________________________________________________
 BZ0043  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ0043  DYNAMIC HT  -         125.893 (meters)     413.03  (feet)  COMP
 BZ0043  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 BZ0043
 BZ0043  VERT ORDER  -  SECOND    CLASS 0
 BZ0043
 BZ0043.The horizontal coordinates were scaled from a topographic map and have
 BZ0043.an estimated accuracy of +/- 6 seconds.
 BZ0043
 BZ0043.The orthometric height was determined by differential leveling
 BZ0043.and adjusted by the National Geodetic Survey in June 1991..
 BZ0043
 BZ0043.The geoid height was determined by GEOID03.
 BZ0043
 BZ0043.The dynamic height is computed by dividing the NAVD 88
 BZ0043.geopotential number by the normal gravity value computed on the
 BZ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0043.degrees latitude (g = 980.6199 gals.).
 BZ0043
 BZ0043.The modeled gravity was interpolated from observed gravity values.
 BZ0043
 BZ0043;                    North         East    Units  Estimated Accuracy
 BZ0043;SPC TXNC     - 2,024,080.      794,470.      MT  (+/- 180 meters Scaled)
 BZ0043
 BZ0043                          SUPERSEDED SURVEY CONTROL
 BZ0043
 BZ0043  NGVD 29 (??/??/92)  126.026  (m)          413.47   (f) ADJ UNCH    2 0
 BZ0043
 BZ0043.Superseded values are not recommended for survey control.
 BZ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0043.See file dsdata.txt to determine how the superseded data were derived.
 BZ0043
 BZ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA417285(NAD 83)
 BZ0043_MARKER: DB = BENCH MARK DISK
 BZ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0043_STAMPING: L 938 1948
 BZ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0043+STABILITY: SURFACE MOTION
 BZ0043
 BZ0043  HISTORY     - Date     Condition        Report By
 BZ0043  HISTORY     - 1948     MONUMENTED       CGS
 BZ0043  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0043
 BZ0043                          STATION DESCRIPTION
 BZ0043
 BZ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0043'4.45 MI SE FROM RICHLAND.
 BZ0043'0.2 MILE EAST ALONG MAIN STREET FROM THE FIRST NATIONAL BANK AT
 BZ0043'RICHLAND, THENCE 4.25 MILES SOUTH ALONG STATE HIGHWAY NO.14, 66.7 FEET
 BZ0043'WEST OF THE CENTER OF THE HIGHWAY, 41.7 FEET SOUTH AND ABOUT 1.0 FOOT
 BZ0043'BELOW THE CENTER OF FARM ROAD NO.641, 65.0 FEET NORTHWEST OF A CITY
 BZ0043'LIMIT SIGN AT CURRIE, 13.5 FEET WEST OF A FENCE CORNER POST, 1.8 FEET
 BZ0043'EAST OF A WITNESS POST, 1.0 FOOT NORTH OF A WOVEN WIRE FENCE AND SET
 BZ0043'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0043
 BZ0043                          STATION RECOVERY (2002)
 BZ0043
 BZ0043'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 BZ0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0331 ***********************************************************************
 CR0331  DESIGNATION -  L 939
 CR0331  PID         -  CR0331
 CR0331  STATE/COUNTY-  TX/SMITH
 CR0331  USGS QUAD   -  LINDALE (1981)
 CR0331
 CR0331                         *CURRENT SURVEY CONTROL
 CR0331  ___________________________________________________________________
 CR0331* NAD 83(1986)-  32 30 40.     (N)    095 26 38.     (W)     SCALED    
 CR0331* NAVD 88     -       151.701  (meters)     497.71   (feet)  ADJUSTED  
 CR0331  ___________________________________________________________________
 CR0331  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CR0331  DYNAMIC HT  -         151.526 (meters)     497.13  (feet)  COMP
 CR0331  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 CR0331
 CR0331  VERT ORDER  -  SECOND    CLASS 0
 CR0331
 CR0331.The horizontal coordinates were scaled from a topographic map and have
 CR0331.an estimated accuracy of +/- 6 seconds.
 CR0331
 CR0331.The orthometric height was determined by differential leveling
 CR0331.and adjusted by the National Geodetic Survey in June 1991..
 CR0331
 CR0331.The geoid height was determined by GEOID03.
 CR0331
 CR0331.The dynamic height is computed by dividing the NAVD 88
 CR0331.geopotential number by the normal gravity value computed on the
 CR0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0331.degrees latitude (g = 980.6199 gals.).
 CR0331
 CR0331.The modeled gravity was interpolated from observed gravity values.
 CR0331
 CR0331;                    North         East    Units  Estimated Accuracy
 CR0331;SPC TXNC     - 2,097,820.      887,100.      MT  (+/- 180 meters Scaled)
 CR0331
 CR0331                          SUPERSEDED SURVEY CONTROL
 CR0331
 CR0331  NGVD 29 (??/??/92)  151.731  (m)          497.80   (f) ADJ UNCH    2 0
 CR0331
 CR0331.Superseded values are not recommended for survey control.
 CR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0331.See file dsdata.txt to determine how the superseded data were derived.
 CR0331
 CR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR704997(NAD 83)
 CR0331_MARKER: DB = BENCH MARK DISK
 CR0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0331_STAMPING: L 939 1948
 CR0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0331+STABILITY: SURFACE MOTION
 CR0331
 CR0331  HISTORY     - Date     Condition        Report By
 CR0331  HISTORY     - 1948     MONUMENTED       CGS
 CR0331  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0331
 CR0331                          STATION DESCRIPTION
 CR0331
 CR0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0331'1.85 MI W FROM LINDALE.
 CR0331'1.85 MILES WEST ALONG THE GARDEN VALLEY-LINDALE HIGHWAY FROM THE HIGH
 CR0331'SCHOOL AT LINDALE, 0.25 MILE EAST OF A T ROAD JUNCTION WITH A ROAD
 CR0331'LEADING NORTH, 91.6 FEET NORTHEAST OF THE CENTER OF THE NORTH END OF A
 CR0331'24-INCH CONCRETE TILE CULVERT, 62.0 FEET NORTH OF THE CENTER LINE OF
 CR0331'THE HIGHWAY, 17.0 FEET WEST OF THE EXTENDED CENTER LINE OF A DRIVE
 CR0331'LEADING SOUTH TO A FARMHOUSE, 3.9 FEET SOUTHEAST OF A 20-INCH OAK
 CR0331'TREE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 CR0331'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0331
 CR0331                          STATION RECOVERY (1996)
 CR0331
 CR0331'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0487 ***********************************************************************
 AJ0487  DESIGNATION -  L 94
 AJ0487  PID         -  AJ0487
 AJ0487  STATE/COUNTY-  TX/JIM HOGG
 AJ0487  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0487
 AJ0487                         *CURRENT SURVEY CONTROL
 AJ0487  ___________________________________________________________________
 AJ0487* NAD 83(1986)-  27 19 51.     (N)    098 44 05.     (W)     SCALED    
 AJ0487* NAVD 88     -       191.424  (meters)     628.03   (feet)  ADJUSTED  
 AJ0487  ___________________________________________________________________
 AJ0487  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AJ0487  DYNAMIC HT  -         191.115 (meters)     627.02  (feet)  COMP
 AJ0487  MODELED GRAV-     979,032.8   (mgal)                       NAVD 88
 AJ0487
 AJ0487  VERT ORDER  -  FIRST     CLASS II
 AJ0487
 AJ0487.The horizontal coordinates were scaled from a topographic map and have
 AJ0487.an estimated accuracy of +/- 6 seconds.
 AJ0487
 AJ0487.The orthometric height was determined by differential leveling
 AJ0487.and adjusted by the National Geodetic Survey in June 1991..
 AJ0487
 AJ0487.The geoid height was determined by GEOID03.
 AJ0487
 AJ0487.The dynamic height is computed by dividing the NAVD 88
 AJ0487.geopotential number by the normal gravity value computed on the
 AJ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0487.degrees latitude (g = 980.6199 gals.).
 AJ0487
 AJ0487.The modeled gravity was interpolated from observed gravity values.
 AJ0487
 AJ0487;                    North         East    Units  Estimated Accuracy
 AJ0487;SPC TX S     - 5,184,400.      276,770.      MT  (+/- 180 meters Scaled)
 AJ0487
 AJ0487                          SUPERSEDED SURVEY CONTROL
 AJ0487
 AJ0487  NGVD 29 (??/??/92)  191.449  (m)          628.11   (f) ADJ UNCH    1 2
 AJ0487
 AJ0487.Superseded values are not recommended for survey control.
 AJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0487.See file dsdata.txt to determine how the superseded data were derived.
 AJ0487
 AJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR262231(NAD 83)
 AJ0487_MARKER: DB = BENCH MARK DISK
 AJ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0487_STAMPING: L 94 1933 628.112
 AJ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0487+STABILITY: SURFACE MOTION
 AJ0487
 AJ0487  HISTORY     - Date     Condition        Report By
 AJ0487  HISTORY     - 1933     MONUMENTED       CGS
 AJ0487  HISTORY     - 1934     GOOD             NGS
 AJ0487
 AJ0487                          STATION DESCRIPTION
 AJ0487
 AJ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0487'4.1 MI NW FROM HEBBRONVILLE.
 AJ0487'ON THE TEXAS-MEXICAN RR. OPPOSITE MILE POST 58.  30 FT. S OF TRACK.
 AJ0487
 AJ0487                          STATION RECOVERY (1934)
 AJ0487
 AJ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0082 ***********************************************************************
 BZ0082  DESIGNATION -  L 940
 BZ0082  PID         -  BZ0082
 BZ0082  STATE/COUNTY-  TX/NAVARRO
 BZ0082  USGS QUAD   -  RICHLAND (1978)
 BZ0082
 BZ0082                         *CURRENT SURVEY CONTROL
 BZ0082  ___________________________________________________________________
 BZ0082* NAD 83(1986)-  31 59 19.     (N)    096 29 00.     (W)     SCALED    
 BZ0082* NAVD 88     -       115.197  (meters)     377.94   (feet)  ADJUSTED  
 BZ0082  ___________________________________________________________________
 BZ0082  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0082  DYNAMIC HT  -         115.062 (meters)     377.50  (feet)  COMP
 BZ0082  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 BZ0082
 BZ0082  VERT ORDER  -  SECOND    CLASS 0
 BZ0082
 BZ0082.The horizontal coordinates were scaled from a topographic map and have
 BZ0082.an estimated accuracy of +/- 6 seconds.
 BZ0082
 BZ0082.The orthometric height was determined by differential leveling
 BZ0082.and adjusted by the National Geodetic Survey in June 1991..
 BZ0082
 BZ0082.The geoid height was determined by GEOID03.
 BZ0082
 BZ0082.The dynamic height is computed by dividing the NAVD 88
 BZ0082.geopotential number by the normal gravity value computed on the
 BZ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0082.degrees latitude (g = 980.6199 gals.).
 BZ0082
 BZ0082.The modeled gravity was interpolated from observed gravity values.
 BZ0082
 BZ0082;                    North         East    Units  Estimated Accuracy
 BZ0082;SPC TXNC     - 2,037,530.      790,580.      MT  (+/- 180 meters Scaled)
 BZ0082
 BZ0082                          SUPERSEDED SURVEY CONTROL
 BZ0082
 BZ0082  NGVD 29 (??/??/92)  115.185  (m)          377.90   (f) ADJ UNCH    2 0
 BZ0082
 BZ0082.Superseded values are not recommended for survey control.
 BZ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0082.See file dsdata.txt to determine how the superseded data were derived.
 BZ0082
 BZ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA377419(NAD 83)
 BZ0082_MARKER: DB = BENCH MARK DISK
 BZ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0082_STAMPING: L 940 1948
 BZ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0082+STABILITY: SURFACE MOTION
 BZ0082
 BZ0082  HISTORY     - Date     Condition        Report By
 BZ0082  HISTORY     - 1948     MONUMENTED       CGS
 BZ0082  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0082
 BZ0082                          STATION DESCRIPTION
 BZ0082
 BZ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0082'4.7 MI SE FROM CORBET.
 BZ0082'3.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STATION SIGN AT
 BZ0082'CORBET, THENCE 1.4 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 250.0
 BZ0082'FEET SOUTHEAST OF THE CENTER LINE OF FARM ROAD 709, ALONG AN EAST AND
 BZ0082'WEST FENCE LINE, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD, 32.0
 BZ0082'FEET NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 9.5 FEET
 BZ0082'EAST OF A FENCE CORNER POST, 2.0 FEET SOUTH OF A FENCE, 1.5 FEET WEST
 BZ0082'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0082'0.3 FOOT ABOVE THE GROUND.
 BZ0082
 BZ0082                          STATION RECOVERY (2002)
 BZ0082
 BZ0082'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1881 ***********************************************************************
 CS1881  DESIGNATION -  L 941
 CS1881  PID         -  CS1881
 CS1881  STATE/COUNTY-  TX/DENTON
 CS1881  USGS QUAD   -  COLLEYVILLE (1981)
 CS1881
 CS1881                         *CURRENT SURVEY CONTROL
 CS1881  ___________________________________________________________________
 CS1881* NAD 83(1986)-  32 59 24.     (N)    097 10 54.     (W)     SCALED    
 CS1881* NAVD 88     -       195.488  (meters)     641.36   (feet)  ADJUSTED  
 CS1881  ___________________________________________________________________
 CS1881  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CS1881  DYNAMIC HT  -         195.260 (meters)     640.62  (feet)  COMP
 CS1881  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 CS1881
 CS1881  VERT ORDER  -  SECOND    CLASS 0
 CS1881
 CS1881.The horizontal coordinates were scaled from a topographic map and have
 CS1881.an estimated accuracy of +/- 6 seconds.
 CS1881
 CS1881.The orthometric height was determined by differential leveling
 CS1881.and adjusted by the National Geodetic Survey in June 1991..
 CS1881
 CS1881.The geoid height was determined by GEOID03.
 CS1881
 CS1881.The dynamic height is computed by dividing the NAVD 88
 CS1881.geopotential number by the normal gravity value computed on the
 CS1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1881.degrees latitude (g = 980.6199 gals.).
 CS1881
 CS1881.The modeled gravity was interpolated from observed gravity values.
 CS1881
 CS1881;                    North         East    Units  Estimated Accuracy
 CS1881;SPC TXNC     - 2,147,520.      723,200.      MT  (+/- 180 meters Scaled)
 CS1881
 CS1881                          SUPERSEDED SURVEY CONTROL
 CS1881
 CS1881  NGVD 29 (??/??/92)  195.47   (m)          641.3    (f) COMPUTED    2 0
 CS1881
 CS1881.Superseded values are not recommended for survey control.
 CS1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1881.See file dsdata.txt to determine how the superseded data were derived.
 CS1881
 CS1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB698516(NAD 83)
 CS1881_MARKER: DB = BENCH MARK DISK
 CS1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1881_SP_SET: CULVERT
 CS1881_STAMPING: L 941 1946
 CS1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1881
 CS1881  HISTORY     - Date     Condition        Report By
 CS1881  HISTORY     - 1946     MONUMENTED       CGS
 CS1881  HISTORY     - 1960     GOOD             NGS
 CS1881  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1881  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 CS1881  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1881
 CS1881                          STATION DESCRIPTION
 CS1881
 CS1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CS1881'0.4 MI N FROM ROANOKE.
 CS1881'0.4 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ROANOKE,
 CS1881'DENTON COUNTY, 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 114, 100 YARDS
 CS1881'SOUTHEAST OF A FARMHOUSE, AT A 5- BY 8-FOOT CONCRETE CULVERT, IN THE
 CS1881'TOP OF THE WEST END OF THE NORTH HEADWALL, 24 FEET NORTH OF THE
 CS1881'CENTERLINE OF THE HIGHWAY, AND 2.5 FEET LOWER THAN THE HIGHWAY.  A
 CS1881'STANDARD DISK, STAMPED L 941 1946.  NOTE-- THIS MARK WILL BE DESTROYED
 CS1881'IN THE NEAR FUTURE WHEN THE CULVERT IS REBUILT.  L 941 RESET 1960 WAS
 CS1881'ESTABLISHED IN THE VICINITY.
 CS1881
 CS1881                          STATION RECOVERY (1991)
 CS1881
 CS1881'RECOVERY NOTE BY US POWER SQUADRON 1991 (SB)
 CS1881'MARK NOT FOUND.
 CS1881
 CS1881                          STATION RECOVERY (1995)
 CS1881
 CS1881'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1881'MARK NOT FOUND.
 CS1881
 CS1881                          STATION RECOVERY (2005)
 CS1881
 CS1881'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1882 ***********************************************************************
 CS1882  DESIGNATION -  L 941 RESET 1960
 CS1882  PID         -  CS1882
 CS1882  STATE/COUNTY-  TX/DENTON
 CS1882  USGS QUAD   -  COLLEYVILLE (1981)
 CS1882
 CS1882                         *CURRENT SURVEY CONTROL
 CS1882  ___________________________________________________________________
 CS1882* NAD 83(1986)-  32 59 24.     (N)    097 10 54.     (W)     SCALED    
 CS1882* NAVD 88     -       197.05   (+/-2cm)     646.5    (feet)  VERTCON   
 CS1882  ___________________________________________________________________
 CS1882  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CS1882
 CS1882  VERT ORDER  -  THIRD (See Below)
 CS1882
 CS1882.The horizontal coordinates were scaled from a topographic map and have
 CS1882.an estimated accuracy of +/- 6 seconds.
 CS1882
 CS1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1882.The vertical order pertains to the NGVD 29 superseded value.
 CS1882
 CS1882.The geoid height was determined by GEOID03.
 CS1882
 CS1882;                    North         East    Units  Estimated Accuracy
 CS1882;SPC TXNC     - 2,147,520.      723,200.      MT  (+/- 180 meters Scaled)
 CS1882
 CS1882                          SUPERSEDED SURVEY CONTROL
 CS1882
 CS1882  NGVD 29 (??/??/??)  197.03   (m)          646.4    (f) RESET       3  
 CS1882
 CS1882.Superseded values are not recommended for survey control.
 CS1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1882.See file dsdata.txt to determine how the superseded data were derived.
 CS1882
 CS1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB698516(NAD 83)
 CS1882_MARKER: DB = BENCH MARK DISK
 CS1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1882_STAMPING: L 941 RESET 1960
 CS1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1882+STABILITY: SURFACE MOTION
 CS1882
 CS1882  HISTORY     - Date     Condition        Report By
 CS1882  HISTORY     - 1960     MONUMENTED       CGS
 CS1882  HISTORY     - 1967     GOOD             NGS
 CS1882  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1882  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1882
 CS1882                          STATION DESCRIPTION
 CS1882
 CS1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CS1882'3.0 MI E FROM ROANOKE.
 CS1882'3.0 MILES EAST FROM THE JUNCTION OF HIGHWAYS NOS. 114 AND 377 IN
 CS1882'ROANOKE, ALONG THE NORTH SIDE OF STATE HIGHWAY 114, ABOUT 100 YARDS
 CS1882'EAST OF A CONCRETE CULVERT, 200 YARDS EAST OF A BROWN STONE HOUSE, 6
 CS1882'FEET WEST OF A WIRE GATE AND 2 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 CS1882'FENCE LINE.  IT IS 15 FEET EAST OF A POWER POLE IN A BRUSH ROW.  A
 CS1882'STANDARD DISK, STAMPED L 941 RESET 1960 AND SET IN A ROUND CONCRETE
 CS1882'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THE MILEAGE
 CS1882'FROM THE JUNCTION OF STATE HIGHWAY 114 AND U.S. HIGHWAY 377 WAS FOUND
 CS1882'TO BE 2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 114 TO SITE OF BENCH
 CS1882'MARK.
 CS1882
 CS1882                          STATION RECOVERY (1991)
 CS1882
 CS1882'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDS)
 CS1882'MARK NOT FOUND.
 CS1882
 CS1882                          STATION RECOVERY (2005)
 CS1882
 CS1882'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1954 ***********************************************************************
 CS1954  DESIGNATION -  L 942
 CS1954  PID         -  CS1954
 CS1954  STATE/COUNTY-  TX/TARRANT
 CS1954  USGS QUAD   -  HURST (1981)
 CS1954
 CS1954                         *CURRENT SURVEY CONTROL
 CS1954  ___________________________________________________________________
 CS1954* NAD 83(1986)-  32 51 09.     (N)    097 11 20.     (W)     SCALED    
 CS1954* NAVD 88     -       185.185  (meters)     607.56   (feet)  ADJUSTED  
 CS1954  ___________________________________________________________________
 CS1954  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CS1954  DYNAMIC HT  -         184.970 (meters)     606.86  (feet)  COMP
 CS1954  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 CS1954
 CS1954  VERT ORDER  -  SECOND    CLASS 0
 CS1954
 CS1954.The horizontal coordinates were scaled from a topographic map and have
 CS1954.an estimated accuracy of +/- 6 seconds.
 CS1954
 CS1954.The orthometric height was determined by differential leveling
 CS1954.and adjusted by the National Geodetic Survey in June 1991..
 CS1954
 CS1954.The geoid height was determined by GEOID03.
 CS1954
 CS1954.The dynamic height is computed by dividing the NAVD 88
 CS1954.geopotential number by the normal gravity value computed on the
 CS1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1954.degrees latitude (g = 980.6199 gals.).
 CS1954
 CS1954.The modeled gravity was interpolated from observed gravity values.
 CS1954
 CS1954;                    North         East    Units  Estimated Accuracy
 CS1954;SPC TXNC     - 2,132,260.      722,710.      MT  (+/- 180 meters Scaled)
 CS1954
 CS1954                          SUPERSEDED SURVEY CONTROL
 CS1954
 CS1954  NGVD 29 (??/??/92)  185.174  (m)          607.52   (f) ADJ UNCH    2 0
 CS1954
 CS1954.Superseded values are not recommended for survey control.
 CS1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1954.See file dsdata.txt to determine how the superseded data were derived.
 CS1954
 CS1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB694363(NAD 83)
 CS1954_MARKER: DB = BENCH MARK DISK
 CS1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1954+STABILITY: SURFACE MOTION
 CS1954
 CS1954  HISTORY     - Date     Condition        Report By
 CS1954  HISTORY     - 1946     MONUMENTED       CGS
 CS1954  HISTORY     - 1957     GOOD             NGS
 CS1954  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1954
 CS1954                          STATION DESCRIPTION
 CS1954
 CS1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1954'9.2 MI SW FROM GRAPEVINE.
 CS1954'9.2 MILES SOUTHWEST ALONG STATE HIGHWAY 121 FROM THE FIRST NATIONAL
 CS1954'BANK AT GRAPEVINE, TARRANT COUNTY, AT THE T-JUNCTION OF THE ROAD
 CS1954'LEADING WEST, 62 FEET EAST OF THE SIDE ROAD, 48 FEET SOUTHEAST OF THE
 CS1954'CENTERLINE OF THE HIGHWAY, 43 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 CS1954'STEEL GATE, 7 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHWEST OF
 CS1954'THE FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND 1.5 FEET
 CS1954'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 942 1946 AND SET
 CS1954'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND. NOTE--
 CS1954'IT IS 2.7 MILES SOUTHWEST OF COLLEYVILLE AND 5.6 MILES NORTHEAST OF
 CS1954'HALTOM CITY.
 CS1954
 CS1954                          STATION RECOVERY (1997)
 CS1954
 CS1954'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2001 ***********************************************************************
 CS2001  DESIGNATION -  L 944
 CS2001  PID         -  CS2001
 CS2001  STATE/COUNTY-  TX/TARRANT
 CS2001  USGS QUAD   -  EULESS (1981)
 CS2001
 CS2001                         *CURRENT SURVEY CONTROL
 CS2001  ___________________________________________________________________
 CS2001* NAD 83(1986)-  32 50 02.     (N)    097 05 26.     (W)     SCALED    
 CS2001* NAVD 88     -       169.918  (meters)     557.47   (feet)  ADJUSTED  
 CS2001  ___________________________________________________________________
 CS2001  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CS2001  DYNAMIC HT  -         169.722 (meters)     556.83  (feet)  COMP
 CS2001  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 CS2001
 CS2001  VERT ORDER  -  SECOND    CLASS 0
 CS2001
 CS2001.The horizontal coordinates were scaled from a topographic map and have
 CS2001.an estimated accuracy of +/- 6 seconds.
 CS2001
 CS2001.The orthometric height was determined by differential leveling
 CS2001.and adjusted by the National Geodetic Survey in June 1991..
 CS2001
 CS2001.The geoid height was determined by GEOID03.
 CS2001
 CS2001.The dynamic height is computed by dividing the NAVD 88
 CS2001.geopotential number by the normal gravity value computed on the
 CS2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2001.degrees latitude (g = 980.6199 gals.).
 CS2001
 CS2001.The modeled gravity was interpolated from observed gravity values.
 CS2001
 CS2001;                    North         East    Units  Estimated Accuracy
 CS2001;SPC TXNC     - 2,130,320.      731,940.      MT  (+/- 180 meters Scaled)
 CS2001
 CS2001                          SUPERSEDED SURVEY CONTROL
 CS2001
 CS2001  NGVD 29 (??/??/92)  169.923  (m)          557.49   (f) ADJ UNCH    2 0
 CS2001
 CS2001.Superseded values are not recommended for survey control.
 CS2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2001.See file dsdata.txt to determine how the superseded data were derived.
 CS2001
 CS2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB787344(NAD 83)
 CS2001_MARKER: DB = BENCH MARK DISK
 CS2001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2001_SP_SET: CULVERT
 CS2001_STAMPING: L 944 1946
 CS2001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2001
 CS2001  HISTORY     - Date     Condition        Report By
 CS2001  HISTORY     - 1946     MONUMENTED       CGS
 CS2001  HISTORY     - 1950     GOOD             NGS
 CS2001  HISTORY     - 20021228 MARK NOT FOUND   GEOCAC
 CS2001  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 CS2001
 CS2001                          STATION DESCRIPTION
 CS2001
 CS2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CS2001'0.5 MI W FROM EULESS.
 CS2001'TO REACH FROM THE MAIN CROSS ROADS IN EULESS, GO WEST ON HIGHWAY
 CS2001'NO.183 0.5 MILE TO THE MARK ON THE RIGHT OR NORTH.  IT IS ABOUT 100
 CS2001'YARDS SOUTH EAST OF A FARMHOUSE, 20.0 FEET NORTH OF AND 1 FOOT HIGHER
 CS2001'THAN THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE ON THE TOP OF THE
 CS2001'WEST END OF THE NORTH HEADWALL OF A 5 X 8 FT. CONCRETE CULVERT.  A
 CS2001'STANDARD DISK STAMPED L 944 1946 SET IN A DRILL HOLE IN CONCRETE.
 CS2001
 CS2001                          STATION RECOVERY (2002)
 CS2001
 CS2001'RECOVERY NOTE BY GEOCACHING 2002
 CS2001'THERE IS NO LONGER A HEADWALL ON THE NORTHERN SIDE OF THE STREET.
 CS2001
 CS2001                          STATION RECOVERY (2004)
 CS2001
 CS2001'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 CS2001'THIS IS A VERY BUILT-UP AREA AND FARMHOUSE COULD NOT BE IDENTIFIED.
 CS2001'MAJOR CONSTRUCTION HAS TAKEN PLACE OVER THE YEARS AND THE HEADWALLS OF
 CS2001'CULVERTS HAVE BEEN REPLACED WITH RIPRAP DROP INLETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0623 ***********************************************************************
 DN0623  DESIGNATION -  L 945
 DN0623  PID         -  DN0623
 DN0623  STATE/COUNTY-  TX/DENTON
 DN0623  USGS QUAD   -  JUSTIN (1978)
 DN0623
 DN0623                         *CURRENT SURVEY CONTROL
 DN0623  ___________________________________________________________________
 DN0623* NAD 83(1986)-  33 05 18.     (N)    097 17 38.     (W)     SCALED    
 DN0623* NAVD 88     -       195.547  (meters)     641.56   (feet)  ADJUSTED  
 DN0623  ___________________________________________________________________
 DN0623  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DN0623  DYNAMIC HT  -         195.320 (meters)     640.81  (feet)  COMP
 DN0623  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 DN0623
 DN0623  VERT ORDER  -  SECOND    CLASS 0
 DN0623
 DN0623.The horizontal coordinates were scaled from a topographic map and have
 DN0623.an estimated accuracy of +/- 6 seconds.
 DN0623
 DN0623.The orthometric height was determined by differential leveling
 DN0623.and adjusted by the National Geodetic Survey in June 1991..
 DN0623
 DN0623.The geoid height was determined by GEOID03.
 DN0623
 DN0623.The dynamic height is computed by dividing the NAVD 88
 DN0623.geopotential number by the normal gravity value computed on the
 DN0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0623.degrees latitude (g = 980.6199 gals.).
 DN0623
 DN0623.The modeled gravity was interpolated from observed gravity values.
 DN0623
 DN0623;                    North         East    Units  Estimated Accuracy
 DN0623;SPC TXNC     - 2,158,300.      712,590.      MT  (+/- 180 meters Scaled)
 DN0623
 DN0623                          SUPERSEDED SURVEY CONTROL
 DN0623
 DN0623  NGVD 29 (??/??/92)  195.514  (m)          641.45   (f) ADJ UNCH    2 0
 DN0623
 DN0623.Superseded values are not recommended for survey control.
 DN0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0623.See file dsdata.txt to determine how the superseded data were derived.
 DN0623
 DN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB592623(NAD 83)
 DN0623_MARKER: DB = BENCH MARK DISK
 DN0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0623_STAMPING: L 945 1946
 DN0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0623+STABILITY: SURFACE MOTION
 DN0623
 DN0623  HISTORY     - Date     Condition        Report By
 DN0623  HISTORY     - 1946     MONUMENTED       CGS
 DN0623  HISTORY     - 1960     GOOD             NGS
 DN0623  HISTORY     - 19920907 MARK NOT FOUND   USPSQD
 DN0623  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0623  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0623  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0623
 DN0623                          STATION DESCRIPTION
 DN0623
 DN0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0623'IN JUSTIN.
 DN0623'AT JUSTIN, 1 BLOCK NORTH OF THE GULF COLORADO, AND SANTA FE RAILROAD
 DN0623'STATION, AT ROAD CROSSING, 36.5 FEET WEST OF AND 1.0 FOOT LOWER THAN
 DN0623'CENTER LINE OF RAILROAD, 24.0 FEET NORTH OF CENTER LINE OF ROAD.  A
 DN0623'BRONZE DISK STAMPED L 945 1946 SET IN THE TOP OF A CONCRETE POST.
 DN0623
 DN0623                          STATION RECOVERY (1960)
 DN0623
 DN0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DN0623'RECOVERED IN GOOD CONDITION.
 DN0623
 DN0623                          STATION RECOVERY (1992)
 DN0623
 DN0623'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0623'MARK NOT FOUND.
 DN0623
 DN0623                          STATION RECOVERY (1995)
 DN0623
 DN0623'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0623'MARK NOT FOUND.
 DN0623
 DN0623                          STATION RECOVERY (1998)
 DN0623
 DN0623'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0623'MARK NOT FOUND.
 DN0623
 DN0623                          STATION RECOVERY (2005)
 DN0623
 DN0623'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0704 ***********************************************************************
 DN0704  DESIGNATION -  L 946
 DN0704  PID         -  DN0704
 DN0704  STATE/COUNTY-  TX/DENTON
 DN0704  USGS QUAD   -  ARGYLE (1973)
 DN0704
 DN0704                         *CURRENT SURVEY CONTROL
 DN0704  ___________________________________________________________________
 DN0704* NAD 83(1986)-  33 07 06.     (N)    097 12 34.     (W)     SCALED    
 DN0704* NAVD 88     -       227.186  (meters)     745.36   (feet)  ADJUSTED  
 DN0704  ___________________________________________________________________
 DN0704  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DN0704  DYNAMIC HT  -         226.924 (meters)     744.50  (feet)  COMP
 DN0704  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 DN0704
 DN0704  VERT ORDER  -  SECOND    CLASS 0
 DN0704
 DN0704.The horizontal coordinates were scaled from a topographic map and have
 DN0704.an estimated accuracy of +/- 6 seconds.
 DN0704
 DN0704.The orthometric height was determined by differential leveling
 DN0704.and adjusted by the National Geodetic Survey in June 1991..
 DN0704
 DN0704.The geoid height was determined by GEOID03.
 DN0704
 DN0704.The dynamic height is computed by dividing the NAVD 88
 DN0704.geopotential number by the normal gravity value computed on the
 DN0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0704.degrees latitude (g = 980.6199 gals.).
 DN0704
 DN0704.The modeled gravity was interpolated from observed gravity values.
 DN0704
 DN0704;                    North         East    Units  Estimated Accuracy
 DN0704;SPC TXNC     - 2,161,720.      720,430.      MT  (+/- 180 meters Scaled)
 DN0704
 DN0704                          SUPERSEDED SURVEY CONTROL
 DN0704
 DN0704  NGVD 29 (??/??/92)  227.161  (m)          745.28   (f) ADJ UNCH    2 0
 DN0704
 DN0704.Superseded values are not recommended for survey control.
 DN0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0704.See file dsdata.txt to determine how the superseded data were derived.
 DN0704
 DN0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB670658(NAD 83)
 DN0704_MARKER: DB = BENCH MARK DISK
 DN0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0704_STAMPING: L 946 1946
 DN0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0704+STABILITY: SURFACE MOTION
 DN0704
 DN0704  HISTORY     - Date     Condition        Report By
 DN0704  HISTORY     - 1946     MONUMENTED       CGS
 DN0704  HISTORY     - 1960     GOOD             NGS
 DN0704  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0704  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0704  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0704
 DN0704                          STATION DESCRIPTION
 DN0704
 DN0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0704'1.5 MI W FROM ARGYLE.
 DN0704'1.5 MILES WEST OF ARGYLE, DENTON COUNTY.  THIS BENCH MARK MAY BE
 DN0704'REACHED FROM THE TEXAS AND PACIFIC RAILWAY STATION BY GOING ONE BLOCK
 DN0704'SOUTH, THENCE 1.5 MILES WEST ALONG A ROAD.  IT IS AT THE T-JUNCTION OF
 DN0704'A ROAD LEADING NORTH, 70 FEET WEST OF THE CENTERLINE OF THE
 DN0704'NORTH-AND-SOUTH ROAD, 24 FEET NORTH OF THE CENTERLINE OF THE
 DN0704'EAST-AND-WEST ROAD, 41.5 FEET NORTHWEST OF A WELL, 1 FOOT WEST OF A
 DN0704'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE EAST-AND-WEST ROAD.  A
 DN0704'STANDARD DISK, STAMPED L 946 1946 AND SET IN THE TOP OF A CONCRETE
 DN0704'POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- 1.5 MILES WEST ALONG A
 DN0704'GRADED COUNTY ROAD FROM THE SOUTH SIDE OF THE BUSINESS SECTION OF
 DN0704'ARGYLE, AS DESCRIBED.
 DN0704
 DN0704                          STATION RECOVERY (1995)
 DN0704
 DN0704'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0704'MARK NOT FOUND.
 DN0704
 DN0704                          STATION RECOVERY (1998)
 DN0704
 DN0704'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0704'MARK NOT FOUND.
 DN0704
 DN0704                          STATION RECOVERY (2005)
 DN0704
 DN0704'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0339 ***********************************************************************
 DN0339  DESIGNATION -  L 947
 DN0339  PID         -  DN0339
 DN0339  STATE/COUNTY-  TX/DENTON
 DN0339  USGS QUAD   -  LITTLE ELM (1968)
 DN0339
 DN0339                         *CURRENT SURVEY CONTROL
 DN0339  ___________________________________________________________________
 DN0339* NAD 83(1986)-  33 09 16.     (N)    096 54 18.     (W)     SCALED    
 DN0339* NAVD 88     -       171.615  (meters)     563.04   (feet)  ADJUSTED  
 DN0339  ___________________________________________________________________
 DN0339  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DN0339  DYNAMIC HT  -         171.423 (meters)     562.41  (feet)  COMP
 DN0339  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 DN0339
 DN0339  VERT ORDER  -  SECOND    CLASS 0
 DN0339
 DN0339.The horizontal coordinates were scaled from a topographic map and have
 DN0339.an estimated accuracy of +/- 6 seconds.
 DN0339
 DN0339.The orthometric height was determined by differential leveling
 DN0339.and adjusted by the National Geodetic Survey in June 1991..
 DN0339
 DN0339.The geoid height was determined by GEOID03.
 DN0339
 DN0339.The dynamic height is computed by dividing the NAVD 88
 DN0339.geopotential number by the normal gravity value computed on the
 DN0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0339.degrees latitude (g = 980.6199 gals.).
 DN0339
 DN0339.The modeled gravity was interpolated from observed gravity values.
 DN0339
 DN0339;                    North         East    Units  Estimated Accuracy
 DN0339;SPC TXNC     - 2,166,110.      748,770.      MT  (+/- 180 meters Scaled)
 DN0339
 DN0339                          SUPERSEDED SURVEY CONTROL
 DN0339
 DN0339  NGVD 29 (??/??/92)  171.623  (m)          563.07   (f) ADJ UNCH    2 0
 DN0339
 DN0339.Superseded values are not recommended for survey control.
 DN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0339.See file dsdata.txt to determine how the superseded data were derived.
 DN0339
 DN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB953703(NAD 83)
 DN0339_MARKER: DB = BENCH MARK DISK
 DN0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0339_STAMPING: L 947 1946
 DN0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0339+STABILITY: SURFACE MOTION
 DN0339
 DN0339  HISTORY     - Date     Condition        Report By
 DN0339  HISTORY     - 1946     MONUMENTED       CGS
 DN0339  HISTORY     - 1960     GOOD             NGS
 DN0339  HISTORY     - 19950708 GOOD             USPSQD
 DN0339  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0339  HISTORY     - 20051031 POOR             BOHAN
 DN0339
 DN0339                          STATION DESCRIPTION
 DN0339
 DN0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0339'2.1 MI SE FROM LITTLE ELM.
 DN0339'THIS MARK IS 2.1 MILES SOUTHEAST FROM LITTLE ELM ALONG THE OLD ROUTE
 DN0339'OF HIGHWAY NO. 24, NOW AN UNNAMED COUNTRY ROAD LEADING SOUTHEAST FROM
 DN0339'LITTLE ELM AND CROSSING AN ARM OF LAKE DALLAS, CLOSED DURING HIGH
 DN0339'WATER, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND 9 FEET WEST OF
 DN0339'A FENCE CORNER.  IT IS 30 FEET NORTHWEST OF A CONCRETE CULVERT AND IS
 DN0339'0.9 MILE WEST OF THE JUNCTION OF F.M. ROADS NO. 720 AND 423.  A
 DN0339'STANDARD DISK STAMPED L 947 1946 IN A CONCRETE POST WHICH PROJECTS
 DN0339'ABOUT 8 INCHES.
 DN0339
 DN0339                          STATION RECOVERY (1995)
 DN0339
 DN0339'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0339'RECOVERED IN GOOD CONDITION.
 DN0339
 DN0339                          STATION RECOVERY (1998)
 DN0339
 DN0339'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0339'MARK NOT FOUND.
 DN0339
 DN0339                          STATION RECOVERY (2005)
 DN0339
 DN0339'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0339'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0328 ***********************************************************************
 DN0328  DESIGNATION -  L 948
 DN0328  PID         -  DN0328
 DN0328  STATE/COUNTY-  TX/DENTON
 DN0328  USGS QUAD   -  LITTLE ELM (1968)
 DN0328
 DN0328                         *CURRENT SURVEY CONTROL
 DN0328  ___________________________________________________________________
 DN0328* NAD 83(1986)-  33 12 06.     (N)    096 59 27.     (W)     SCALED    
 DN0328* NAVD 88     -       175.841  (meters)     576.90   (feet)  ADJUSTED  
 DN0328  ___________________________________________________________________
 DN0328  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DN0328  DYNAMIC HT  -         175.645 (meters)     576.26  (feet)  COMP
 DN0328  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 DN0328
 DN0328  VERT ORDER  -  SECOND    CLASS 0
 DN0328
 DN0328.The horizontal coordinates were scaled from a topographic map and have
 DN0328.an estimated accuracy of +/- 6 seconds.
 DN0328
 DN0328.The orthometric height was determined by differential leveling
 DN0328.and adjusted by the National Geodetic Survey in June 1991..
 DN0328
 DN0328.The geoid height was determined by GEOID03.
 DN0328
 DN0328.The dynamic height is computed by dividing the NAVD 88
 DN0328.geopotential number by the normal gravity value computed on the
 DN0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0328.degrees latitude (g = 980.6199 gals.).
 DN0328
 DN0328.The modeled gravity was interpolated from observed gravity values.
 DN0328
 DN0328;                    North         East    Units  Estimated Accuracy
 DN0328;SPC TXNC     - 2,171,230.      740,690.      MT  (+/- 180 meters Scaled)
 DN0328
 DN0328                          SUPERSEDED SURVEY CONTROL
 DN0328
 DN0328  NGVD 29 (??/??/92)  175.841  (m)          576.90   (f) ADJ UNCH    2 0
 DN0328
 DN0328.Superseded values are not recommended for survey control.
 DN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0328.See file dsdata.txt to determine how the superseded data were derived.
 DN0328
 DN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB872754(NAD 83)
 DN0328_MARKER: DB = BENCH MARK DISK
 DN0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0328_STAMPING: L 948 1946
 DN0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0328+STABILITY: SURFACE MOTION
 DN0328
 DN0328  HISTORY     - Date     Condition        Report By
 DN0328  HISTORY     - 1946     MONUMENTED       CGS
 DN0328  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0328  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0328  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0328
 DN0328                          STATION DESCRIPTION
 DN0328
 DN0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0328'5.0 MI NW FROM LITTLE ELM.
 DN0328'TO REACH FROM THE LITTLE ELM RURAL HIGH SCHOOL AT LITTLE ELM GO WEST
 DN0328'1.0 MILE ALONG STATE HIGHWAY NO. 24, THENCE NORTHWESTERLY 3.3 MILES
 DN0328'ALONG A GRAVELED ROAD, THENCE NORTH 0.7 MILE ALONG A GRAVELED ROAD TO
 DN0328'SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE ROAD AND A FARM
 DN0328'DRIVE LEADING EAST, 26.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 DN0328'LINE OF THE ROAD, 12.5 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 1.0
 DN0328'FOOT EAST OF A FENCE AND 1.0 FOOT NORTH OF A 4 X 4 MARKER POST. A
 DN0328'BRONZE DISK STAMPED L 948 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 DN0328'PROJECTS 3 INCHES ABOVE GROUND.
 DN0328
 DN0328                          STATION RECOVERY (1995)
 DN0328
 DN0328'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0328'MARK NOT FOUND.
 DN0328
 DN0328                          STATION RECOVERY (1998)
 DN0328
 DN0328'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0328'MARK NOT FOUND.
 DN0328
 DN0328                          STATION RECOVERY (2005)
 DN0328
 DN0328'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0681 ***********************************************************************
 DN0681  DESIGNATION -  L 949
 DN0681  PID         -  DN0681
 DN0681  STATE/COUNTY-  TX/DENTON
 DN0681  USGS QUAD   -  DENTON WEST (1960)
 DN0681
 DN0681                         *CURRENT SURVEY CONTROL
 DN0681  ___________________________________________________________________
 DN0681* NAD 83(1986)-  33 13 48.     (N)    097 09 36.     (W)     SCALED    
 DN0681* NAVD 88     -       207.798  (meters)     681.75   (feet)  ADJUSTED  
 DN0681  ___________________________________________________________________
 DN0681  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DN0681  DYNAMIC HT  -         207.564 (meters)     680.98  (feet)  COMP
 DN0681  MODELED GRAV-     979,508.4   (mgal)                       NAVD 88
 DN0681
 DN0681  VERT ORDER  -  SECOND    CLASS 0
 DN0681
 DN0681.The horizontal coordinates were scaled from a topographic map and have
 DN0681.an estimated accuracy of +/- 6 seconds.
 DN0681
 DN0681.The orthometric height was determined by differential leveling
 DN0681.and adjusted by the National Geodetic Survey in June 1991..
 DN0681
 DN0681.The geoid height was determined by GEOID03.
 DN0681
 DN0681.The dynamic height is computed by dividing the NAVD 88
 DN0681.geopotential number by the normal gravity value computed on the
 DN0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0681.degrees latitude (g = 980.6199 gals.).
 DN0681
 DN0681.The modeled gravity was interpolated from observed gravity values.
 DN0681
 DN0681;                    North         East    Units  Estimated Accuracy
 DN0681;SPC TXNC     - 2,174,160.      724,880.      MT  (+/- 180 meters Scaled)
 DN0681
 DN0681                          SUPERSEDED SURVEY CONTROL
 DN0681
 DN0681  NGVD 29 (??/??/92)  207.773  (m)          681.67   (f) ADJ UNCH    2 0
 DN0681
 DN0681.Superseded values are not recommended for survey control.
 DN0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0681.See file dsdata.txt to determine how the superseded data were derived.
 DN0681
 DN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB714782(NAD 83)
 DN0681_MARKER: DB = BENCH MARK DISK
 DN0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0681_SP_SET: CULVERT
 DN0681_STAMPING: L 949 1946
 DN0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0681
 DN0681  HISTORY     - Date     Condition        Report By
 DN0681  HISTORY     - 1946     MONUMENTED       CGS
 DN0681  HISTORY     - 1960     GOOD             NGS
 DN0681  HISTORY     - 1980     MARK NOT FOUND   NGS
 DN0681  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0681  HISTORY     - 19980214 POOR             USPSQD
 DN0681
 DN0681                          STATION DESCRIPTION
 DN0681
 DN0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0681'2.7 MI W FROM DENTON.
 DN0681'2.7 MILES NORTHWEST OF DENTON, DENTON COUNTY.  THIS BENCH MARK MAY BE
 DN0681'REACHED FROM THE POST OFFICE BY GOING 0.1 MILE WEST ALONG MCKINNEY
 DN0681'STREET, THENCE 1.0 MILE NORTH ALONG U.S. HIGHWAY 77, AND THENCE 1.6
 DN0681'MILES WEST ALONG STATE HIGHWAY 24.  IT IS AT THE INTERSECTION OF A
 DN0681'NORTH-AND-SOUTH GRAVEL ROAD, AT A 3- BY 8-FOOT CONCRETE CULVERT, IN
 DN0681'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL, 36 FEET SOUTH
 DN0681'OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 DN0681'STANDARD DISK, STAMPED L 949 1946.
 DN0681
 DN0681                          STATION RECOVERY (1980)
 DN0681
 DN0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0681'MARK SEARCHED FOR AND NOT FOUND. THE MARK HAS BEEN DESTROYED DUE TO
 DN0681'HIGHWAY CONSTRUCTION ALTHOUGH NO PART OF THE DISK OR MONUMENT COULD
 DN0681'BE FOUND. THE HIGHWAY HAS BEEN 4 LANED AND THE MEASUREMENTS PLACE THE
 DN0681'MARK IN THE CENTER OF THE NEW LANE.
 DN0681
 DN0681                          STATION RECOVERY (1995)
 DN0681
 DN0681'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0681'MARK NOT FOUND.
 DN0681
 DN0681                          STATION RECOVERY (1998)
 DN0681
 DN0681'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0681'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0682 ***********************************************************************
 DN0682  DESIGNATION -  L 949 RESET 1969
 DN0682  PID         -  DN0682
 DN0682  STATE/COUNTY-  TX/DENTON
 DN0682  USGS QUAD   -  DENTON WEST (1960)
 DN0682
 DN0682                         *CURRENT SURVEY CONTROL
 DN0682  ___________________________________________________________________
 DN0682* NAD 83(1986)-  33 13 48.     (N)    097 09 36.     (W)     SCALED    
 DN0682* NAVD 88     -       206.39   (meters)     677.1    (feet)  RESET     
 DN0682  ___________________________________________________________________
 DN0682  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DN0682
 DN0682  VERT ORDER  -  THIRD
 DN0682
 DN0682.The horizontal coordinates were scaled from a topographic map and have
 DN0682.an estimated accuracy of +/- 6 seconds.
 DN0682
 DN0682.The orthometric height was computed from unverified reset data.
 DN0682
 DN0682.The geoid height was determined by GEOID03.
 DN0682
 DN0682;                    North         East    Units  Estimated Accuracy
 DN0682;SPC TXNC     - 2,174,160.      724,880.      MT  (+/- 180 meters Scaled)
 DN0682
 DN0682                          SUPERSEDED SURVEY CONTROL
 DN0682
 DN0682.No superseded survey control is available for this station.
 DN0682
 DN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB714782(NAD 83)
 DN0682_MARKER: DB = BENCH MARK DISK
 DN0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0682_SP_SET: CULVERT
 DN0682_STAMPING: L 949 RESET 1969
 DN0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0682+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0682
 DN0682  HISTORY     - Date     Condition        Report By
 DN0682  HISTORY     - 1969     MONUMENTED       TXHD
 DN0682  HISTORY     - 1970     GOOD             NGS
 DN0682  HISTORY     - 20051031 GOOD             BOHAN
 DN0682
 DN0682                          STATION DESCRIPTION
 DN0682
 DN0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DN0682'2.7 MI W FROM DENTON.
 DN0682'0.1 MILE WEST ALONG MCKINNEY STREET, THENCE 1 MILE NORTH ALONG U. S.
 DN0682'HIGHWAY 77, THENCE 1.6 MILES WEST ALONG STATE HIGHWAY 24 FROM THE POST
 DN0682'OFFICE AT DENTON, AT THE INTERSECTION OF BONNIE BRAE STREET, SET IN
 DN0682'THE TOP OF THE NORTHEAST END OF NORTH HEADWALL OF A 8 FOOT X 2 FOOT
 DN0682'CONCRETE CULVERT AND 74 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 DN0682
 DN0682                          STATION RECOVERY (2005)
 DN0682
 DN0682'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0372 ***********************************************************************
 CR0372  DESIGNATION -  L 95
 CR0372  PID         -  CR0372
 CR0372  STATE/COUNTY-  TX/CHEROKEE
 CR0372  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0372
 CR0372                         *CURRENT SURVEY CONTROL
 CR0372  ___________________________________________________________________
 CR0372* NAD 83(1986)-  32 03 14.     (N)    095 17 21.     (W)     SCALED    
 CR0372* NAVD 88     -       210.798  (meters)     691.59   (feet)  ADJUSTED  
 CR0372  ___________________________________________________________________
 CR0372  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0372  DYNAMIC HT  -         210.545 (meters)     690.76  (feet)  COMP
 CR0372  MODELED GRAV-     979,432.2   (mgal)                       NAVD 88
 CR0372
 CR0372  VERT ORDER  -  FIRST     CLASS II
 CR0372
 CR0372.The horizontal coordinates were scaled from a topographic map and have
 CR0372.an estimated accuracy of +/- 6 seconds.
 CR0372
 CR0372.The orthometric height was determined by differential leveling
 CR0372.and adjusted by the National Geodetic Survey in June 1991..
 CR0372
 CR0372.The geoid height was determined by GEOID03.
 CR0372
 CR0372.The dynamic height is computed by dividing the NAVD 88
 CR0372.geopotential number by the normal gravity value computed on the
 CR0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0372.degrees latitude (g = 980.6199 gals.).
 CR0372
 CR0372.The modeled gravity was interpolated from observed gravity values.
 CR0372
 CR0372;                    North         East    Units  Estimated Accuracy
 CR0372;SPC TX C     - 3,275,450.    1,176,220.      MT  (+/- 180 meters Scaled)
 CR0372
 CR0372                          SUPERSEDED SURVEY CONTROL
 CR0372
 CR0372  NGVD 29 (??/??/92)  210.812  (m)          691.64   (f) ADJ UNCH    1 2
 CR0372
 CR0372.Superseded values are not recommended for survey control.
 CR0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0372.See file dsdata.txt to determine how the superseded data were derived.
 CR0372
 CR0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR838487(NAD 83)
 CR0372_MARKER: DB = BENCH MARK DISK
 CR0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0372_STAMPING: L 95 1933 691.416
 CR0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0372+STABILITY: SURFACE MOTION
 CR0372
 CR0372  HISTORY     - Date     Condition        Report By
 CR0372  HISTORY     - 1933     MONUMENTED       CGS
 CR0372  HISTORY     - 1959     GOOD             NGS
 CR0372  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0372  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0372
 CR0372                          STATION DESCRIPTION
 CR0372
 CR0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0372'6.6 MI S FROM BULLARD.
 CR0372'ABOUT 6.6 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0372'THE POST OFFICE AT BULLARD, ABOUT 0.1 MILE NORTH OF MILEPOST 570, 28
 CR0372'FEET EAST OF THE EAST RAIL, 73 FEET WEST OF THE CENTER LINE OF U. S.
 CR0372'HIGHWAY 69, 41 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD
 CR0372'CROSSING, 32 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 11 1/2 FEET
 CR0372'NORTHEAST OF THE 4TH POLE NORTH OF MILEPOST 570, 1.5 FEET WEST OF A
 CR0372'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A
 CR0372'CONCRETE POST PROJECTING 5 INCHES.
 CR0372
 CR0372                          STATION RECOVERY (1991)
 CR0372
 CR0372'RECOVERY NOTE BY US POWER SQUADRON 1991 (GB)
 CR0372'MARK NOT FOUND.
 CR0372
 CR0372                          STATION RECOVERY (1996)
 CR0372
 CR0372'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0632 ***********************************************************************
 BZ0632  DESIGNATION -  L 950
 BZ0632  PID         -  BZ0632
 BZ0632  STATE/COUNTY-  TX/NAVARRO
 BZ0632  USGS QUAD   -  PURDON (1978)
 BZ0632
 BZ0632                         *CURRENT SURVEY CONTROL
 BZ0632  ___________________________________________________________________
 BZ0632* NAD 83(1986)-  31 59 55.     (N)    096 34 35.     (W)     SCALED    
 BZ0632* NAVD 88     -       126.128  (meters)     413.80   (feet)  ADJUSTED  
 BZ0632  ___________________________________________________________________
 BZ0632  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BZ0632  DYNAMIC HT  -         125.981 (meters)     413.32  (feet)  COMP
 BZ0632  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 BZ0632
 BZ0632  VERT ORDER  -  SECOND    CLASS 0
 BZ0632
 BZ0632.The horizontal coordinates were scaled from a topographic map and have
 BZ0632.an estimated accuracy of +/- 6 seconds.
 BZ0632
 BZ0632.The orthometric height was determined by differential leveling
 BZ0632.and adjusted by the National Geodetic Survey in June 1991..
 BZ0632
 BZ0632.The geoid height was determined by GEOID03.
 BZ0632
 BZ0632.The dynamic height is computed by dividing the NAVD 88
 BZ0632.geopotential number by the normal gravity value computed on the
 BZ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0632.degrees latitude (g = 980.6199 gals.).
 BZ0632
 BZ0632.The modeled gravity was interpolated from observed gravity values.
 BZ0632
 BZ0632;                    North         East    Units  Estimated Accuracy
 BZ0632;SPC TXNC     - 2,038,480.      781,770.      MT  (+/- 180 meters Scaled)
 BZ0632
 BZ0632                          SUPERSEDED SURVEY CONTROL
 BZ0632
 BZ0632  NGVD 29 (??/??/92)  126.116  (m)          413.77   (f) ADJ UNCH    2 0
 BZ0632
 BZ0632.Superseded values are not recommended for survey control.
 BZ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0632.See file dsdata.txt to determine how the superseded data were derived.
 BZ0632
 BZ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA289428(NAD 83)
 BZ0632_MARKER: DB = BENCH MARK DISK
 BZ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0632_STAMPING: L 950 1946
 BZ0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0632+STABILITY: SURFACE MOTION
 BZ0632
 BZ0632  HISTORY     - Date     Condition        Report By
 BZ0632  HISTORY     - 1946     MONUMENTED       CGS
 BZ0632  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0632
 BZ0632                          STATION DESCRIPTION
 BZ0632
 BZ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0632'3.4 MI NW FROM CORBET.
 BZ0632'TO REACH FROM THE MODEL COTTON GIN AT CORBET GO SOUTHWEST 0.5 MILE
 BZ0632'ALONG A PAVED ROAD, THENCE WESTERLY 1.8 MILES ALONG A GRADED DIRT
 BZ0632'ROAD, THENCE NORTH 1.1 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BZ0632'BENCH MARK IS AT A CURVE IN THE ROAD, 28.0 FEET SOUTHWEST OF AND ABOUT
 BZ0632'LEVEL WITH THE CENTER LINE OF THE ROAD, 54.0 FEET SOUTHEAST OF A
 BZ0632'TWENTYFOUR INCH OAK TREE, 10.2 FEET WEST OF A TWENTY INCH OAK TREE AND
 BZ0632'1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED L 950
 BZ0632'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BZ0632'GROUND.
 BZ0632
 BZ0632                          STATION RECOVERY (2002)
 BZ0632
 BZ0632'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0644 ***********************************************************************
 BZ0644  DESIGNATION -  L 951
 BZ0644  PID         -  BZ0644
 BZ0644  STATE/COUNTY-  TX/NAVARRO
 BZ0644  USGS QUAD   -  DAWSON (1978)
 BZ0644
 BZ0644                         *CURRENT SURVEY CONTROL
 BZ0644  ___________________________________________________________________
 BZ0644* NAD 83(1986)-  31 58 54.     (N)    096 44 47.     (W)     SCALED    
 BZ0644* NAVD 88     -       143.637  (meters)     471.25   (feet)  ADJUSTED  
 BZ0644  ___________________________________________________________________
 BZ0644  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BZ0644  DYNAMIC HT  -         143.468 (meters)     470.69  (feet)  COMP
 BZ0644  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 BZ0644
 BZ0644  VERT ORDER  -  SECOND    CLASS 0
 BZ0644
 BZ0644.The horizontal coordinates were scaled from a topographic map and have
 BZ0644.an estimated accuracy of +/- 6 seconds.
 BZ0644
 BZ0644.The orthometric height was determined by differential leveling
 BZ0644.and adjusted by the National Geodetic Survey in June 1991..
 BZ0644
 BZ0644.The geoid height was determined by GEOID03.
 BZ0644
 BZ0644.The dynamic height is computed by dividing the NAVD 88
 BZ0644.geopotential number by the normal gravity value computed on the
 BZ0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0644.degrees latitude (g = 980.6199 gals.).
 BZ0644
 BZ0644.The modeled gravity was interpolated from observed gravity values.
 BZ0644
 BZ0644;                    North         East    Units  Estimated Accuracy
 BZ0644;SPC TXNC     - 2,036,320.      765,740.      MT  (+/- 180 meters Scaled)
 BZ0644
 BZ0644                          SUPERSEDED SURVEY CONTROL
 BZ0644
 BZ0644  NGVD 29 (??/??/92)  143.610  (m)          471.16   (f) ADJ UNCH    2 0
 BZ0644
 BZ0644.Superseded values are not recommended for survey control.
 BZ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0644.See file dsdata.txt to determine how the superseded data were derived.
 BZ0644
 BZ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA129406(NAD 83)
 BZ0644_MARKER: DB = BENCH MARK DISK
 BZ0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0644_STAMPING: L 951 1946
 BZ0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0644+STABILITY: SURFACE MOTION
 BZ0644
 BZ0644  HISTORY     - Date     Condition        Report By
 BZ0644  HISTORY     - 1946     MONUMENTED       CGS
 BZ0644
 BZ0644                          STATION DESCRIPTION
 BZ0644
 BZ0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0644'7.7 MI N FROM DAWSON.
 BZ0644'TO REACH FROM THE HIGH SCHOOL BUILDING AT DAWSON GO EAST 0.2 MILE
 BZ0644'ALONG A GRAVELED STREET, THENCE NORTH 1.7 MILES ALONG A GRADED DIRT
 BZ0644'ROAD, THENCE EAST 1.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTH 2.8
 BZ0644'MILES ALONG A GRADED DIRT ROAD, THENCE WEST 0.3 MILE ALONG A GRADED
 BZ0644'DIRT ROAD, THENCE NORTH 1.1 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 BZ0644'MARK, BENCH MARK IS AT THE NORTHWEST CORNER OF A FARMHOUSE YARD, 82.0
 BZ0644'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 27.0 FEET EAST OF
 BZ0644'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 42.0 FEET NORTH OF A
 BZ0644'TWENTYFOUR INCH OAK TREE, 8.0 FEET NORTH OF A FENCE CORNER AND 1.0
 BZ0644'FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED L 951
 BZ0644'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 BZ0644'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0870 ***********************************************************************
 CS0870  DESIGNATION -  L 952
 CS0870  PID         -  CS0870
 CS0870  STATE/COUNTY-  TX/NAVARRO
 CS0870  USGS QUAD   -  CRYER CREEK (1978)
 CS0870
 CS0870                         *CURRENT SURVEY CONTROL
 CS0870  ___________________________________________________________________
 CS0870* NAD 83(1986)-  32 09 39.     (N)    096 37 38.     (W)     SCALED    
 CS0870* NAVD 88     -       140.504  (meters)     460.97   (feet)  ADJUSTED  
 CS0870  ___________________________________________________________________
 CS0870  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CS0870  DYNAMIC HT  -         140.340 (meters)     460.43  (feet)  COMP
 CS0870  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 CS0870
 CS0870  VERT ORDER  -  SECOND    CLASS 0
 CS0870
 CS0870.The horizontal coordinates were scaled from a topographic map and have
 CS0870.an estimated accuracy of +/- 6 seconds.
 CS0870
 CS0870.The orthometric height was determined by differential leveling
 CS0870.and adjusted by the National Geodetic Survey in June 1991..
 CS0870
 CS0870.The geoid height was determined by GEOID03.
 CS0870
 CS0870.The dynamic height is computed by dividing the NAVD 88
 CS0870.geopotential number by the normal gravity value computed on the
 CS0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0870.degrees latitude (g = 980.6199 gals.).
 CS0870
 CS0870.The modeled gravity was interpolated from observed gravity values.
 CS0870
 CS0870;                    North         East    Units  Estimated Accuracy
 CS0870;SPC TXNC     - 2,056,370.      776,640.      MT  (+/- 180 meters Scaled)
 CS0870
 CS0870                          SUPERSEDED SURVEY CONTROL
 CS0870
 CS0870  NGVD 29 (??/??/92)  140.495  (m)          460.94   (f) ADJ UNCH    2 0
 CS0870
 CS0870.Superseded values are not recommended for survey control.
 CS0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0870.See file dsdata.txt to determine how the superseded data were derived.
 CS0870
 CS0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA237607(NAD 83)
 CS0870_MARKER: DB = BENCH MARK DISK
 CS0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0870_STAMPING: L 952 1946
 CS0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0870+STABILITY: SURFACE MOTION
 CS0870
 CS0870  HISTORY     - Date     Condition        Report By
 CS0870  HISTORY     - 1946     MONUMENTED       CGS
 CS0870
 CS0870                          STATION DESCRIPTION
 CS0870
 CS0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0870'7.0 MI NW FROM EMHOUSE.
 CS0870'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0870'EMHOUSE, GO NORTHWEST 3.0 MILES ALONG A PAVED ROAD, THENCE
 CS0870'SOUTHWESTERLY 2.9 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHEAST 0.9
 CS0870'MILE ALONG A GRADED DIRT ROAD, THENCE SOUTHWEST 0.2 MILE ALONG A
 CS0870'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 80 YARDS
 CS0870'SOUTH-SOUTHEAST OF A FARMHOUSE, 19.0 FEET NORTHWEST OF AND ABOUT LEVEL
 CS0870'WITH THE CENTER LINE OF THE ROAD, 25.0 FEET SOUTHWEST OF A FENCE
 CS0870'CORNER, 4.0 FEET NORTHEAST OF A REA TRANSFORMER POLE, 2.0 FEET
 CS0870'SOUTHEAST OF A FENCE AND 1.0 FOOT SOUTHWEST OF A 4 IN. X 4 IN. MARKER
 CS0870'POST.  A BRONZE DISK STAMPED L 952 1946 SET IN THE TOP OF A CONCRETE
 CS0870'POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0892 ***********************************************************************
 CS0892  DESIGNATION -  L 953
 CS0892  PID         -  CS0892
 CS0892  STATE/COUNTY-  TX/ELLIS
 CS0892  USGS QUAD   -  AVALON (1976)
 CS0892
 CS0892                         *CURRENT SURVEY CONTROL
 CS0892  ___________________________________________________________________
 CS0892* NAD 83(1986)-  32 11 06.     (N)    096 51 09.     (W)     SCALED    
 CS0892* NAVD 88     -       157.876  (meters)     517.96   (feet)  ADJUSTED  
 CS0892  ___________________________________________________________________
 CS0892  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CS0892  DYNAMIC HT  -         157.689 (meters)     517.35  (feet)  COMP
 CS0892  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 CS0892
 CS0892  VERT ORDER  -  SECOND    CLASS 0
 CS0892
 CS0892.The horizontal coordinates were scaled from a topographic map and have
 CS0892.an estimated accuracy of +/- 6 seconds.
 CS0892
 CS0892.The orthometric height was determined by differential leveling
 CS0892.and adjusted by the National Geodetic Survey in June 1991..
 CS0892
 CS0892.The geoid height was determined by GEOID03.
 CS0892
 CS0892.The dynamic height is computed by dividing the NAVD 88
 CS0892.geopotential number by the normal gravity value computed on the
 CS0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0892.degrees latitude (g = 980.6199 gals.).
 CS0892
 CS0892.The modeled gravity was interpolated from observed gravity values.
 CS0892
 CS0892;                    North         East    Units  Estimated Accuracy
 CS0892;SPC TXNC     - 2,058,700.      755,360.      MT  (+/- 180 meters Scaled)
 CS0892
 CS0892                          SUPERSEDED SURVEY CONTROL
 CS0892
 CS0892  NGVD 29 (??/??/92)  157.863  (m)          517.92   (f) ADJ UNCH    2 0
 CS0892
 CS0892.Superseded values are not recommended for survey control.
 CS0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0892.See file dsdata.txt to determine how the superseded data were derived.
 CS0892
 CS0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA024629(NAD 83)
 CS0892_MARKER: DB = BENCH MARK DISK
 CS0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0892_STAMPING: L 953 1946
 CS0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0892+STABILITY: SURFACE MOTION
 CS0892
 CS0892  HISTORY     - Date     Condition        Report By
 CS0892  HISTORY     - 1946     MONUMENTED       CGS
 CS0892  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0892
 CS0892                          STATION DESCRIPTION
 CS0892
 CS0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0892'2.2 MI E FROM ITALY.
 CS0892'TO REACH FROM THE MISSOURI, KANSAS, TEXAS RAILROAD STATION AT ITALY GO
 CS0892'NORTH 1 BLOCK, THENCE EASTERLY 2.2 MILES ALONG STATE HIGHWAY NO. 34 TO
 CS0892'SITE OF MARK, BENCH MARK IS 48.5 FEET SOUTH OF AND ABOUT LEVEL WITH
 CS0892'THE CENTER LINE OF THE HIGHWAY, 59.0 FEET EAST OF A FENCE CORNER, 1.0
 CS0892'FOOT NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 IN. X 4 IN. MARKER
 CS0892'POST.  A BRONZE DISK STAMPED L 953 1946 SET IN THE TOP OF A CONCRETE
 CS0892'POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 CS0892
 CS0892                          STATION RECOVERY (1965)
 CS0892
 CS0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0929 ***********************************************************************
 CS0929  DESIGNATION -  L 954
 CS0929  PID         -  CS0929
 CS0929  STATE/COUNTY-  TX/NAVARRO
 CS0929  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0929
 CS0929                         *CURRENT SURVEY CONTROL
 CS0929  ___________________________________________________________________
 CS0929* NAD 83(1986)-  32 05 14.     (N)    096 44 54.     (W)     SCALED    
 CS0929* NAVD 88     -       176.103  (meters)     577.76   (feet)  ADJUSTED  
 CS0929  ___________________________________________________________________
 CS0929  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CS0929  DYNAMIC HT  -         175.896 (meters)     577.09  (feet)  COMP
 CS0929  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 CS0929
 CS0929  VERT ORDER  -  SECOND    CLASS 0
 CS0929
 CS0929.The horizontal coordinates were scaled from a topographic map and have
 CS0929.an estimated accuracy of +/- 6 seconds.
 CS0929
 CS0929.The orthometric height was determined by differential leveling
 CS0929.and adjusted by the National Geodetic Survey in June 1991..
 CS0929
 CS0929.The geoid height was determined by GEOID03.
 CS0929
 CS0929.The dynamic height is computed by dividing the NAVD 88
 CS0929.geopotential number by the normal gravity value computed on the
 CS0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0929.degrees latitude (g = 980.6199 gals.).
 CS0929
 CS0929.The modeled gravity was interpolated from observed gravity values.
 CS0929
 CS0929;                    North         East    Units  Estimated Accuracy
 CS0929;SPC TXNC     - 2,048,020.      765,360.      MT  (+/- 180 meters Scaled)
 CS0929
 CS0929                          SUPERSEDED SURVEY CONTROL
 CS0929
 CS0929  NGVD 29 (??/??/92)  176.083  (m)          577.70   (f) ADJ UNCH    2 0
 CS0929
 CS0929.Superseded values are not recommended for survey control.
 CS0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0929.See file dsdata.txt to determine how the superseded data were derived.
 CS0929
 CS0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA125523(NAD 83)
 CS0929_MARKER: DB = BENCH MARK DISK
 CS0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0929_STAMPING: L 954 1946
 CS0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0929+STABILITY: SURFACE MOTION
 CS0929
 CS0929  HISTORY     - Date     Condition        Report By
 CS0929  HISTORY     - 1946     MONUMENTED       CGS
 CS0929  HISTORY     - 1969     MARK NOT FOUND   NGS
 CS0929
 CS0929                          STATION DESCRIPTION
 CS0929
 CS0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CS0929'2.2 MI W FROM BLOOMING GROVE.
 CS0929'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.3 MILE
 CS0929'ALONG MAIN STREET, THENCE WESTERLY 1.9 MILES ALONG STATE HIGHWAY NO.
 CS0929'22 TO SITE OF MARK, BENCH MARK IS 48.0 FEET NORTH OF AND ABOUT LEVEL
 CS0929'WITH THE CENTER LINE OF THE HIGHWAY, 73.0 FEET WEST OF A FENCE CORNER,
 CS0929'126.0 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING NORTH TO
 CS0929'A FARMHOUSE AND 1.0 FEET WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 CS0929'DISK STAMPED L 954 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 CS0929'PROJECTS 1 INCH ABOVE GROUND.  NOTE-- THE MARK MAYBE COVERED OVER WITH
 CS0929'DIRT OR WAS DESTROYED DURING RECONSTRUCTION OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1511 ***********************************************************************
 CS1511  DESIGNATION -  L 957
 CS1511  PID         -  CS1511
 CS1511  STATE/COUNTY-  TX/ELLIS
 CS1511  USGS QUAD   -  LANCASTER (1981)
 CS1511
 CS1511                         *CURRENT SURVEY CONTROL
 CS1511  ___________________________________________________________________
 CS1511* NAD 83(1986)-  32 30 49.     (N)    096 48 13.     (W)     SCALED    
 CS1511* NAVD 88     -       180.767  (meters)     593.07   (feet)  ADJUSTED  
 CS1511  ___________________________________________________________________
 CS1511  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CS1511  DYNAMIC HT  -         180.556 (meters)     592.37  (feet)  COMP
 CS1511  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 CS1511
 CS1511  VERT ORDER  -  SECOND    CLASS 0
 CS1511
 CS1511.The horizontal coordinates were scaled from a topographic map and have
 CS1511.an estimated accuracy of +/- 6 seconds.
 CS1511
 CS1511.The orthometric height was determined by differential leveling
 CS1511.and adjusted by the National Geodetic Survey in June 1991..
 CS1511
 CS1511.The geoid height was determined by GEOID03.
 CS1511
 CS1511.The dynamic height is computed by dividing the NAVD 88
 CS1511.geopotential number by the normal gravity value computed on the
 CS1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1511.degrees latitude (g = 980.6199 gals.).
 CS1511
 CS1511.The modeled gravity was interpolated from observed gravity values.
 CS1511
 CS1511;                    North         East    Units  Estimated Accuracy
 CS1511;SPC TXNC     - 2,095,210.      759,380.      MT  (+/- 180 meters Scaled)
 CS1511
 CS1511                          SUPERSEDED SURVEY CONTROL
 CS1511
 CS1511  NGVD 29 (??/??/92)  180.764  (m)          593.06   (f) ADJ UNCH    2 0
 CS1511
 CS1511.Superseded values are not recommended for survey control.
 CS1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1511.See file dsdata.txt to determine how the superseded data were derived.
 CS1511
 CS1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA063994(NAD 83)
 CS1511_MARKER: DB = BENCH MARK DISK
 CS1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1511_STAMPING: L 957 1946
 CS1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1511+STABILITY: SURFACE MOTION
 CS1511
 CS1511  HISTORY     - Date     Condition        Report By
 CS1511  HISTORY     - 1946     MONUMENTED       CGS
 CS1511  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 CS1511
 CS1511                          STATION DESCRIPTION
 CS1511
 CS1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1511'IN RED OAK.
 CS1511'AT RED OAK, ABOUT 3 POLES SOUTH OF MILEPOST NO. 788, 144.0 FEET SOUTH
 CS1511'OF THE MISSOURI-KANSAS-TEXAS RAILROAD STATION, 41.0 FEET SOUTH OF AN
 CS1511'EAST-WEST ROAD, 26.5 FEET EAST OF AND ABOUT 2.0 FEET LOWER THAN THE
 CS1511'CENTER LINE OF THE TRACK, 1.0 FOOT NORTH OF A 4 X 4 MARKER POST.  A
 CS1511'BRONZE DISC STAMPED L 957 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS1511'WHICH PROJECTS 3 INCHES.
 CS1511
 CS1511                          STATION RECOVERY (2004)
 CS1511
 CS1511'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CS1511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0806 ***********************************************************************
 CS0806  DESIGNATION -  L 958
 CS0806  PID         -  CS0806
 CS0806  STATE/COUNTY-  TX/ELLIS
 CS0806  USGS QUAD   -  BRISTOL (1962)
 CS0806
 CS0806                         *CURRENT SURVEY CONTROL
 CS0806  ___________________________________________________________________
 CS0806* NAD 83(1993)-  32 27 34.08150(N)    096 34 05.08398(W)     ADJUSTED  
 CS0806* NAVD 88     -       154.262  (meters)     506.11   (feet)  ADJUSTED  
 CS0806  ___________________________________________________________________
 CS0806  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 CS0806  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CS0806  DYNAMIC HT  -         154.086 (meters)     505.53  (feet)  COMP
 CS0806  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 CS0806
 CS0806  HORZ ORDER  -  SECOND
 CS0806  VERT ORDER  -  SECOND    CLASS 0
 CS0806
 CS0806.The horizontal coordinates were established by classical geodetic methods
 CS0806.and adjusted by the National Geodetic Survey in February 1996..
 CS0806
 CS0806.The orthometric height was determined by differential leveling
 CS0806.and adjusted by the National Geodetic Survey in June 1991..
 CS0806
 CS0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0806
 CS0806.The geoid height was determined by GEOID03.
 CS0806
 CS0806.The dynamic height is computed by dividing the NAVD 88
 CS0806.geopotential number by the normal gravity value computed on the
 CS0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0806.degrees latitude (g = 980.6199 gals.).
 CS0806
 CS0806.The modeled gravity was interpolated from observed gravity values.
 CS0806
 CS0806;                    North         East     Units Scale Factor Converg.
 CS0806;SPC TXNC     - 2,089,584.422   781,613.335   MT  0.99992565   +1 03 13.2
 CS0806;SPC TXNC     - 6,855,578.22  2,564,343.08   sFT  0.99992565   +1 03 13.2
 CS0806;UTM  14      - 3,593,970.579   728,584.380   MT  1.00024437   +1 18 20.8
 CS0806
 CS0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0806!SPC TXNC     -   0.99997983  x   0.99992565  =   0.99990548
 CS0806!UTM  14      -   0.99997983  x   1.00024437  =   1.00022420
 CS0806
 CS0806                          SUPERSEDED SURVEY CONTROL
 CS0806
 CS0806  NAD 83(1986)-  32 27 34.08880(N)    096 34 05.06629(W) AD(       ) 2
 CS0806  NAD 27      -  32 27 33.58200(N)    096 34 04.10600(W) AD(       ) 2
 CS0806  NGVD 29 (??/??/92)  154.269  (m)          506.13   (f) ADJ UNCH    2 0
 CS0806
 CS0806.Superseded values are not recommended for survey control.
 CS0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0806.See file dsdata.txt to determine how the superseded data were derived.
 CS0806
 CS0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2858493971(NAD 83)
 CS0806_MARKER: DB = BENCH MARK DISK
 CS0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0806_SP_SET: FOUNDATION
 CS0806_STAMPING: L 958 1946
 CS0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0806
 CS0806  HISTORY     - Date     Condition        Report By
 CS0806  HISTORY     - 1946     MONUMENTED       CGS
 CS0806  HISTORY     - 1947     GOOD             CGS
 CS0806  HISTORY     - 20020126 GOOD             USPSQD
 CS0806
 CS0806                          STATION DESCRIPTION
 CS0806
 CS0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0806'IN BRISTOL.
 CS0806'BENCH MARK IS IN THE NORTHWEST FOUNDATION OF THE BRISTOL SCHOOL, 8.6
 CS0806'FEET NORTHEAST OF THE NORTHWEST ENTRANCE, 4.9 FEET SOUTHEAST OF A
 CS0806'CONCRETE WALK.  A BRONZE DISC STAMPED L 958 1946 AND SET VERTICALLY IN
 CS0806'CONCRETE, 0.6 FEET ABOVE THE GROUND.  STAMPED L 958 1946.
 CS0806
 CS0806                          STATION RECOVERY (1947)
 CS0806
 CS0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS0806'SEE STATION BRISTOL
 CS0806
 CS0806                          STATION RECOVERY (2002)
 CS0806
 CS0806'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0227 ***********************************************************************
 CS0227  DESIGNATION -  L 959
 CS0227  PID         -  CS0227
 CS0227  STATE/COUNTY-  TX/KAUFMAN
 CS0227  USGS QUAD   -  SCURRY (1973)
 CS0227
 CS0227                         *CURRENT SURVEY CONTROL
 CS0227  ___________________________________________________________________
 CS0227* NAD 83(1986)-  32 33 59.     (N)    096 25 04.     (W)     SCALED    
 CS0227* NAVD 88     -       123.799  (meters)     406.16   (feet)  ADJUSTED  
 CS0227  ___________________________________________________________________
 CS0227  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0227  DYNAMIC HT  -         123.661 (meters)     405.71  (feet)  COMP
 CS0227  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 CS0227
 CS0227  VERT ORDER  -  SECOND    CLASS 0
 CS0227
 CS0227.The horizontal coordinates were scaled from a topographic map and have
 CS0227.an estimated accuracy of +/- 6 seconds.
 CS0227
 CS0227.The orthometric height was determined by differential leveling
 CS0227.and adjusted by the National Geodetic Survey in June 1991..
 CS0227
 CS0227.The geoid height was determined by GEOID03.
 CS0227
 CS0227.The dynamic height is computed by dividing the NAVD 88
 CS0227.geopotential number by the normal gravity value computed on the
 CS0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0227.degrees latitude (g = 980.6199 gals.).
 CS0227
 CS0227.The modeled gravity was interpolated from observed gravity values.
 CS0227
 CS0227;                    North         East    Units  Estimated Accuracy
 CS0227;SPC TXNC     - 2,101,710.      795,510.      MT  (+/- 180 meters Scaled)
 CS0227
 CS0227                          SUPERSEDED SURVEY CONTROL
 CS0227
 CS0227  NGVD 29 (??/??/92)  123.812  (m)          406.21   (f) ADJ UNCH    2 0
 CS0227
 CS0227.Superseded values are not recommended for survey control.
 CS0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0227.See file dsdata.txt to determine how the superseded data were derived.
 CS0227
 CS0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB424061(NAD 83)
 CS0227_MARKER: DB = BENCH MARK DISK
 CS0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0227_STAMPING: L 959 1946
 CS0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0227+STABILITY: SURFACE MOTION
 CS0227
 CS0227  HISTORY     - Date     Condition        Report By
 CS0227  HISTORY     - 1946     MONUMENTED       CGS
 CS0227
 CS0227                          STATION DESCRIPTION
 CS0227
 CS0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0227'5.3 MI NW FROM SCURRY.
 CS0227'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 34 AND THE MAIN
 CS0227'STREET OF SCURRY, GO NORTHWEST 0.7 MILE, THENCE NORTH 0.1 MILE, THENCE
 CS0227'NORTHWEST 2.9 MILES, THENCE NORTHEAST 0.9 MILE, THENCE NORTHWEST 0.6
 CS0227'MILE ALONG A DIRT ROAD TO THE SITE OF THE MARK.  THE BENCH MARK IS 104
 CS0227'FEET NORTHWEST OF A FARM HOUSE, 52 FEET NORTHEAST OF AND LEVEL WITH
 CS0227'THE CENTER LINE OF THE ROAD, 2 FEET NORTHWEST OF AN R.E.A. POWER POLE,
 CS0227'1.0 FOOT EAST OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE
 CS0227'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0323 ***********************************************************************
 CR0323  DESIGNATION -  L 96
 CR0323  PID         -  CR0323
 CR0323  STATE/COUNTY-  TX/WOOD
 CR0323  USGS QUAD   -  MINEOLA (1981)
 CR0323
 CR0323                         *CURRENT SURVEY CONTROL
 CR0323  ___________________________________________________________________
 CR0323* NAD 83(1986)-  32 39 36.     (N)    095 29 00.     (W)     SCALED    
 CR0323* NAVD 88     -       127.187  (meters)     417.28   (feet)  ADJUSTED  
 CR0323  ___________________________________________________________________
 CR0323  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CR0323  DYNAMIC HT  -         127.043 (meters)     416.81  (feet)  COMP
 CR0323  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 CR0323
 CR0323  VERT ORDER  -  FIRST     CLASS II
 CR0323
 CR0323.The horizontal coordinates were scaled from a topographic map and have
 CR0323.an estimated accuracy of +/- 6 seconds.
 CR0323
 CR0323.The orthometric height was determined by differential leveling
 CR0323.and adjusted by the National Geodetic Survey in June 1991..
 CR0323.WARNING-Repeat measurements at this control monument indicate possible
 CR0323.vertical movement.
 CR0323
 CR0323.The geoid height was determined by GEOID03.
 CR0323
 CR0323.The dynamic height is computed by dividing the NAVD 88
 CR0323.geopotential number by the normal gravity value computed on the
 CR0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0323.degrees latitude (g = 980.6199 gals.).
 CR0323
 CR0323.The modeled gravity was interpolated from observed gravity values.
 CR0323
 CR0323;                    North         East    Units  Estimated Accuracy
 CR0323;SPC TXNC     - 2,114,210.      882,930.      MT  (+/- 180 meters Scaled)
 CR0323
 CR0323                          SUPERSEDED SURVEY CONTROL
 CR0323
 CR0323  NGVD 29 (??/??/92)  127.213  (m)          417.36   (f) ADJ UNCH    1 2
 CR0323
 CR0323.Superseded values are not recommended for survey control.
 CR0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0323.See file dsdata.txt to determine how the superseded data were derived.
 CR0323
 CR0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS671163(NAD 83)
 CR0323_MARKER: DB = BENCH MARK DISK
 CR0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0323_STAMPING: L 96 1933 417.325
 CR0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0323+STABILITY: SURFACE MOTION
 CR0323
 CR0323  HISTORY     - Date     Condition        Report By
 CR0323  HISTORY     - 1933     MONUMENTED       CGS
 CR0323  HISTORY     - 1959     GOOD             NGS
 CR0323  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR0323
 CR0323                          STATION DESCRIPTION
 CR0323
 CR0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0323'0.4 MI SE FROM MINEOLA.
 CR0323'ABOUT 0.4 MILE SOUTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN
 CR0323'RAILROAD FROM THE TEXAS AND PACIFIC RAILROAD STATION AT MINEOLA, 3
 CR0323'POLES SOUTHEAST OF MILEPOST 44, 42.4 FEET SOUTHWEST OF THE SOUTHWEST
 CR0323'RAIL OF THE MAIN TRACK, 20 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A
 CR0323'SIDETRACK, 222 FEET SOUTHEAST OF THE CENTER OF AN OLD ROAD CROSSING,
 CR0323'59 FEET EAST OF A 20-INCH OAK TREE, 1.0 FOOT NORTHWEST OF A METAL
 CR0323'WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A
 CR0323'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- TREE MARK ADA IS IN THE
 CR0323'NORTH ROOT OF A 20-INCH OAK TREE 59.7 FEET WEST OF THIS BENCH MARK.
 CR0323
 CR0323                          STATION RECOVERY (1995)
 CR0323
 CR0323'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0725 ***********************************************************************
 AY0725  DESIGNATION -  L 963
 AY0725  PID         -  AY0725
 AY0725  STATE/COUNTY-  TX/BEXAR
 AY0725  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0725
 AY0725                         *CURRENT SURVEY CONTROL
 AY0725  ___________________________________________________________________
 AY0725* NAD 83(1986)-  29 27 54.     (N)    098 32 22.     (W)     SCALED    
 AY0725* NAVD 88     -       220.771  (meters)     724.31   (feet)  ADJUSTED  
 AY0725  ___________________________________________________________________
 AY0725  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY0725  DYNAMIC HT  -         220.449 (meters)     723.26  (feet)  COMP
 AY0725  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AY0725
 AY0725  VERT ORDER  -  FIRST     CLASS II
 AY0725
 AY0725.The horizontal coordinates were scaled from a topographic map and have
 AY0725.an estimated accuracy of +/- 6 seconds.
 AY0725
 AY0725.The orthometric height was determined by differential leveling
 AY0725.and adjusted by the National Geodetic Survey in June 1991..
 AY0725.WARNING-Repeat measurements at this control monument indicate possible
 AY0725.vertical movement.
 AY0725
 AY0725.The geoid height was determined by GEOID03.
 AY0725
 AY0725.The dynamic height is computed by dividing the NAVD 88
 AY0725.geopotential number by the normal gravity value computed on the
 AY0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0725.degrees latitude (g = 980.6199 gals.).
 AY0725
 AY0725.The modeled gravity was interpolated from observed gravity values.
 AY0725
 AY0725;                    North         East    Units  Estimated Accuracy
 AY0725;SPC TXSC     - 4,180,920.      644,670.      MT  (+/- 180 meters Scaled)
 AY0725
 AY0725                          SUPERSEDED SURVEY CONTROL
 AY0725
 AY0725.No superseded survey control is available for this station.
 AY0725
 AY0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT446595(NAD 83)
 AY0725_MARKER: DB = BENCH MARK DISK
 AY0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0725_SP_SET: STEP
 AY0725_STAMPING: L 963 1946
 AY0725_MARK LOGO: CGS   
 AY0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0725
 AY0725  HISTORY     - Date     Condition        Report By
 AY0725  HISTORY     - 1946     MONUMENTED       CGS
 AY0725  HISTORY     - 1982     GOOD             NGS
 AY0725  HISTORY     - 19950506 GOOD             USPSQD
 AY0725
 AY0725                          STATION DESCRIPTION
 AY0725
 AY0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0725'IN SAN ANTONIO.
 AY0725'AT SAN ANTONIO, ABOUT 260.0 FEET EAST OF THE JUNCTION OF WILSON DRIVE
 AY0725'AND MEREDITH DRIVE, AT THE THOMAS JEFFERSON HIGH SCHOOL, SET
 AY0725'VERTICALLY IN THE WEST FACE OF THE CAFETERIA SECTION OF THE SCHOOL, A
 AY0725'THE STEPS LEADING DOWN TO THE BICYCLE SHED, 1.0 FOOT SOUTH OF THE
 AY0725'NORTHWEST CORNER OF THE BUILDING, 1.2 FOOT HIGHER THAN THE SIDEWALK.
 AY0725
 AY0725                          STATION RECOVERY (1982)
 AY0725
 AY0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0725'NOTE, NEW DESCRIPTION FOLLOWS, 2.3 KM (1.45 MI) NORTHWEST ALONG
 AY0725'CAMARON STREET FROM THE NORTHWEST CORNER OF THE CITY HALL AND WEST
 AY0725'COMMERCE STREET IN SAN ANTONIO, TO THE JUNCTION OF FREDERICKSBURG ROAD
 AY0725'AT A FIVE POINT INTERSECTION, THENCE 3.1 KM (1.95 MI) NORTHWEST ALONG
 AY0725'FREDERICKSBURG ROAD, THENCE 1.5 KM (0.95 MI) WEST ALONG DONALDSON
 AY0725'AVENUE, THENCE 0.2 KM (0.1 MI) NORTH ALONG WILSON BOULEVARD AT
 AY0725'MEREDITH STREET LEADING WEST, THE MARK IS ABOUT 79.2 METERS (260.0 FT)
 AY0725'EAST OF THE JUNCTION OF WILSON AND MEREDITH STREETS AND IS SET
 AY0725'VERTICALLY IN THE WEST FACE OF THE CAFETERIA SECTION OF THE BUILDING,
 AY0725'AT THE STEPS LEADING DOWN TO THE BICYCLE SHED, AND 0.3 METER (1.0 FT)
 AY0725'SOUTH OF THE NORTHWEST CORNER.
 AY0725'THE MARK IS 0.4 M ABOVE THE SIDEWALK.
 AY0725
 AY0725                          STATION RECOVERY (1995)
 AY0725
 AY0725'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1611 ***********************************************************************
 BY1611  DESIGNATION -  L 964
 BY1611  PID         -  BY1611
 BY1611  STATE/COUNTY-  TX/HOUSTON
 BY1611  USGS QUAD   -  FODICE (1963)
 BY1611
 BY1611                         *CURRENT SURVEY CONTROL
 BY1611  ___________________________________________________________________
 BY1611* NAD 83(1986)-  31 10 29.     (N)    095 18 02.     (W)     SCALED    
 BY1611* NAVD 88     -        91.24   (+/-2cm)     299.3    (feet)  VERTCON   
 BY1611  ___________________________________________________________________
 BY1611  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1611
 BY1611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1611
 BY1611.The horizontal coordinates were scaled from a topographic map and have
 BY1611.an estimated accuracy of +/- 6 seconds.
 BY1611
 BY1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1611.The vertical order pertains to the NGVD 29 superseded value.
 BY1611
 BY1611.The geoid height was determined by GEOID03.
 BY1611
 BY1611;                    North         East    Units  Estimated Accuracy
 BY1611;SPC TX C     - 3,178,030.    1,179,560.      MT  (+/- 180 meters Scaled)
 BY1611
 BY1611                          SUPERSEDED SURVEY CONTROL
 BY1611
 BY1611  NGVD 29 (??/??/92)   91.251  (m)          299.38   (f) ADJ UNCH    2 0
 BY1611
 BY1611.Superseded values are not recommended for survey control.
 BY1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1611.See file dsdata.txt to determine how the superseded data were derived.
 BY1611
 BY1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ807512(NAD 83)
 BY1611_MARKER: DB = BENCH MARK DISK
 BY1611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1611_SP_SET: WALL
 BY1611_STAMPING: L 964 1948
 BY1611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1611
 BY1611  HISTORY     - Date     Condition        Report By
 BY1611  HISTORY     - 1948     MONUMENTED       CGS
 BY1611
 BY1611                          STATION DESCRIPTION
 BY1611
 BY1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1611'IN FODICE.
 BY1611'AT FODICE, 92.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 BY1611'1.1 FEET NORTH OF THE SOUTHEAST CORNER OF THE PENNINGTON COLORED HIGH
 BY1611'SCHOOL, SET IN A DRILL HOLE 3.0 FEET ABOVE THE GROUND AND IN THE EAST
 BY1611'STONE WALL OF THE SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0753 ***********************************************************************
 CR0753  DESIGNATION -  L 965 RESET 1958
 CR0753  PID         -  CR0753
 CR0753  STATE/COUNTY-  TX/VAN ZANDT
 CR0753  USGS QUAD   -  MARTINS MILL (1984)
 CR0753
 CR0753                         *CURRENT SURVEY CONTROL
 CR0753  ___________________________________________________________________
 CR0753* NAD 83(1986)-  32 29 09.     (N)    095 45 37.     (W)     SCALED    
 CR0753* NAVD 88     -       161.96   (+/-2cm)     531.4    (feet)  VERTCON   
 CR0753  ___________________________________________________________________
 CR0753  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CR0753
 CR0753  VERT ORDER  -  THIRD (See Below)
 CR0753
 CR0753.The horizontal coordinates were scaled from a topographic map and have
 CR0753.an estimated accuracy of +/- 6 seconds.
 CR0753
 CR0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0753.The vertical order pertains to the NGVD 29 superseded value.
 CR0753
 CR0753.The geoid height was determined by GEOID03.
 CR0753
 CR0753;                    North         East    Units  Estimated Accuracy
 CR0753;SPC TXNC     - 2,094,200.      857,460.      MT  (+/- 180 meters Scaled)
 CR0753
 CR0753                          SUPERSEDED SURVEY CONTROL
 CR0753
 CR0753  NGVD 29 (??/??/??)  161.97   (m)          531.4    (f) RESET       3  
 CR0753
 CR0753.Superseded values are not recommended for survey control.
 CR0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0753.See file dsdata.txt to determine how the superseded data were derived.
 CR0753
 CR0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR406976(NAD 83)
 CR0753_MARKER: DB = BENCH MARK DISK
 CR0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0753_STAMPING: L 965 RESET 1958
 CR0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0753+STABILITY: SURFACE MOTION
 CR0753
 CR0753  HISTORY     - Date     Condition        Report By
 CR0753  HISTORY     - 1958     MONUMENTED       CGS
 CR0753  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0753
 CR0753                          STATION DESCRIPTION
 CR0753
 CR0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CR0753'4.35 MI NW FROM BEN WHEELER.
 CR0753'4.35 MILES NORTHWEST ALONG STATE HIGHWAY NO.64 FROM THE POST OFFICE IN
 CR0753'BEN WHEELER, AT THE JUNCTION OF A BLACKTOP ROAD LEADING NORTH EAST TO
 CR0753'COLPAX, 10 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE AND 2
 CR0753'FEET WEST OF THE FENCE LINE LEADING SOUTH IN A BRUSH ROW.  THIS FENCE
 CR0753'IS IN RANGE WITH THE SOUTHEAST FENCE LINE OF THE COLPAX ROAD. A
 CR0753'STANDARD DISK STAMPED L 965 RESET 1958 IN A CONCRETE POST PROJECTING
 CR0753'ABOUT 4 INCHES.
 CR0753
 CR0753                          STATION RECOVERY (1995)
 CR0753
 CR0753'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1553 ***********************************************************************
 BY1553  DESIGNATION -  L 966
 BY1553  PID         -  BY1553
 BY1553  STATE/COUNTY-  TX/TRINITY
 BY1553  USGS QUAD   -  PENNINGTON (1963)
 BY1553
 BY1553                         *CURRENT SURVEY CONTROL
 BY1553  ___________________________________________________________________
 BY1553* NAD 83(1986)-  31 09 27.     (N)    095 13 06.     (W)     SCALED    
 BY1553* NAVD 88     -        85.73   (+/-2cm)     281.3    (feet)  VERTCON   
 BY1553  ___________________________________________________________________
 BY1553  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1553
 BY1553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1553
 BY1553.The horizontal coordinates were scaled from a topographic map and have
 BY1553.an estimated accuracy of +/- 6 seconds.
 BY1553
 BY1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1553.The vertical order pertains to the NGVD 29 superseded value.
 BY1553
 BY1553.The geoid height was determined by GEOID03.
 BY1553
 BY1553;                    North         East    Units  Estimated Accuracy
 BY1553;SPC TX C     - 3,176,480.    1,187,470.      MT  (+/- 180 meters Scaled)
 BY1553
 BY1553                          SUPERSEDED SURVEY CONTROL
 BY1553
 BY1553  NGVD 29 (??/??/92)   85.749  (m)          281.33   (f) ADJ UNCH    2 0
 BY1553
 BY1553.Superseded values are not recommended for survey control.
 BY1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1553.See file dsdata.txt to determine how the superseded data were derived.
 BY1553
 BY1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ885491(NAD 83)
 BY1553_MARKER: DB = BENCH MARK DISK
 BY1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1553_STAMPING: L 966 1948
 BY1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1553+STABILITY: SURFACE MOTION
 BY1553
 BY1553  HISTORY     - Date     Condition        Report By
 BY1553  HISTORY     - 1948     MONUMENTED       CGS
 BY1553
 BY1553                          STATION DESCRIPTION
 BY1553
 BY1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1553'2.65 MI SE FROM PENNINGTON.
 BY1553'2.65 MILES SOUTHEAST ALONG U. S. HIGHWAY 287 FROM THE BAPTIST CHURCH
 BY1553'AT PENNINGTON, 0.25 MILE SOUTHEAST OF BROWNLEE CREEK, 62.5 FEET
 BY1553'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET SOUTHEAST OF A
 BY1553'REFERENCE POST, MIDWAY BETWEEN A 24-INCH OAK TREE AND AN 18-INCH PINE
 BY1553'TREE THAT ARE 14.6 FEET APART, SET IN THE TOP OF A CONCRETE POST
 BY1553'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0750 ***********************************************************************
 CS0750  DESIGNATION -  L 967
 CS0750  PID         -  CS0750
 CS0750  STATE/COUNTY-  TX/ELLIS
 CS0750  USGS QUAD   -  WAXAHACHIE (1978)
 CS0750
 CS0750                         *CURRENT SURVEY CONTROL
 CS0750  ___________________________________________________________________
 CS0750* NAD 83(1986)-  32 23 10.     (N)    096 48 16.     (W)     SCALED    
 CS0750* NAVD 88     -       170.376  (meters)     558.98   (feet)  ADJUSTED  
 CS0750  ___________________________________________________________________
 CS0750  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CS0750  DYNAMIC HT  -         170.176 (meters)     558.32  (feet)  COMP
 CS0750  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 CS0750
 CS0750  VERT ORDER  -  SECOND    CLASS 0
 CS0750
 CS0750.The horizontal coordinates were scaled from a topographic map and have
 CS0750.an estimated accuracy of +/- 6 seconds.
 CS0750
 CS0750.The orthometric height was determined by differential leveling
 CS0750.and adjusted by the National Geodetic Survey in June 1991..
 CS0750
 CS0750.The geoid height was determined by GEOID03.
 CS0750
 CS0750.The dynamic height is computed by dividing the NAVD 88
 CS0750.geopotential number by the normal gravity value computed on the
 CS0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0750.degrees latitude (g = 980.6199 gals.).
 CS0750
 CS0750.The modeled gravity was interpolated from observed gravity values.
 CS0750
 CS0750;                    North         East    Units  Estimated Accuracy
 CS0750;SPC TXNC     - 2,081,070.      759,530.      MT  (+/- 180 meters Scaled)
 CS0750
 CS0750                          SUPERSEDED SURVEY CONTROL
 CS0750
 CS0750  NGVD 29 (??/??/92)  170.373  (m)          558.97   (f) ADJ UNCH    2 0
 CS0750
 CS0750.Superseded values are not recommended for survey control.
 CS0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0750.See file dsdata.txt to determine how the superseded data were derived.
 CS0750
 CS0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA065853(NAD 83)
 CS0750_MARKER: DB = BENCH MARK DISK
 CS0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0750_STAMPING: L 967 1946
 CS0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0750+STABILITY: SURFACE MOTION
 CS0750
 CS0750  HISTORY     - Date     Condition        Report By
 CS0750  HISTORY     - 1946     MONUMENTED       CGS
 CS0750  HISTORY     - 1966     GOOD             NGS
 CS0750  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0750
 CS0750                          STATION DESCRIPTION
 CS0750
 CS0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0750'2.6 MI SE FROM WAXAHACHIE.
 CS0750'2.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0750'STATION AT WAXAHACHIE, ELLIS COUNTY, 0.1 MILE SOUTHEAST OF A
 CS0750'FARMHOUSE, 0.1 MILE NORTHEAST OF ANOTHER FARMHOUSE, 3 POLES EAST OF A
 CS0750'ROAD CROSSING, 30.6 FEET WEST OF MILEPOST 9, 34 FEET NORTH ACROSS THE
 CS0750'TRACK FROM A RAIL RACK, 21.6 FEET NORTH OF THE CENTER LINE OF THE
 CS0750'TRACK, 2.3 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF A
 CS0750'ROW OF POLES, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK.
 CS0750'STAMPED L 967 1946 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 CS0750'BENCH MARK MAY BE REACHED FROM THE COURT HOUSE IN WAXAHACHIE BY GOING
 CS0750'EAST ALONG U. S. HIGHWAY 287 FOR 0.3 MILE TO A STOP LIGHT, THENCE 1.9
 CS0750'MILES EAST-NORTHEAST ALONG A SURFACED ROAD TO THE JUNCTION OF FM
 CS0750'HIGHWAY 878 AND 879, THENCE 0.6 MILE SOUTHEAST ALONG FM HIGHWAY 879,
 CS0750'THENCE WALK SOUTH ACROSS A CULTIVATED AREA TO SITE OF MARK.
 CS0750
 CS0750                          STATION RECOVERY (2002)
 CS0750
 CS0750'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1582 ***********************************************************************
 BY1582  DESIGNATION -  L 968
 BY1582  PID         -  BY1582
 BY1582  STATE/COUNTY-  TX/HOUSTON
 BY1582  USGS QUAD   -  CROCKETT (1950)
 BY1582
 BY1582                         *CURRENT SURVEY CONTROL
 BY1582  ___________________________________________________________________
 BY1582* NAD 83(1986)-  31 18 28.     (N)    095 26 38.     (W)     SCALED    
 BY1582* NAVD 88     -       104.529  (meters)     342.94   (feet)  ADJUSTED  
 BY1582  ___________________________________________________________________
 BY1582  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BY1582  DYNAMIC HT  -         104.398 (meters)     342.51  (feet)  COMP
 BY1582  MODELED GRAV-     979,385.8   (mgal)                       NAVD 88
 BY1582
 BY1582  VERT ORDER  -  FIRST     CLASS II
 BY1582
 BY1582.The horizontal coordinates were scaled from a topographic map and have
 BY1582.an estimated accuracy of +/- 6 seconds.
 BY1582
 BY1582.The orthometric height was determined by differential leveling
 BY1582.and adjusted by the National Geodetic Survey in June 1991..
 BY1582
 BY1582.The geoid height was determined by GEOID03.
 BY1582
 BY1582.The dynamic height is computed by dividing the NAVD 88
 BY1582.geopotential number by the normal gravity value computed on the
 BY1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1582.degrees latitude (g = 980.6199 gals.).
 BY1582
 BY1582.The modeled gravity was interpolated from observed gravity values.
 BY1582
 BY1582;                    North         East    Units  Estimated Accuracy
 BY1582;SPC TX C     - 3,192,150.    1,165,260.      MT  (+/- 180 meters Scaled)
 BY1582
 BY1582                          SUPERSEDED SURVEY CONTROL
 BY1582
 BY1582  NGVD 29 (??/??/92)  104.400  (m)          342.52   (f) ADJ UNCH    1 2
 BY1582
 BY1582.Superseded values are not recommended for survey control.
 BY1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1582.See file dsdata.txt to determine how the superseded data were derived.
 BY1582
 BY1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ674662(NAD 83)
 BY1582_MARKER: DB = BENCH MARK DISK
 BY1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1582_STAMPING: L 968 1948
 BY1582_PROJECTION: PROJECTING 6 CENTIMETERS
 BY1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1582+STABILITY: SURFACE MOTION
 BY1582
 BY1582  HISTORY     - Date     Condition        Report By
 BY1582  HISTORY     - 1948     MONUMENTED       CGS
 BY1582  HISTORY     - 1980     GOOD             NGS
 BY1582
 BY1582                          STATION DESCRIPTION
 BY1582
 BY1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1582'1.2 MI SE FROM CROCKETT.
 BY1582'1.2 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE HOUSTON
 BY1582'COUNTY COURTHOUSE AT CROCKETT, 192.0 FEET NORTHWEST OF THE CENTER LINE
 BY1582'OF THE MOST NORTHWESTERLY DRIVE LEADING TO A LARGE TWO STORY BRICK
 BY1582'HOME, 60.0 FEET SOUTHEAST OF A 20-INCH OAK TREE WHICH IS LOCATED AT
 BY1582'THE NORTH CORNER OF A VERY LARGE TREE-COVERED LAWN IN FRONT OF THE
 BY1582'BRICK HOUSE, 88.8 FEET SOUTH OF THE SOUTHEAST END OF THE CONCRETE
 BY1582'HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 51.5 FEET
 BY1582'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25.8 FEET SOUTH-SOUTHWEST
 BY1582'OF A 36-INCH OAK TREE WHICH IS THE MOST NORTHWESTERLY ONE OF THREE OAK
 BY1582'TREES ON THE HIGHWAY SHOULDER, 3.6 FEET SOUTHEAST OF A CONCRETE
 BY1582'RIGHT-OF-WAY POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 BY1582'ABOVE THE GROUND.
 BY1582
 BY1582                          STATION RECOVERY (1980)
 BY1582
 BY1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1582'1.95 KM. (1.2 MI.) SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE HOUSTON
 BY1582'COUNTY COURTHOUSE IN CROCKETT, AT THE NORTHWEST ONE OF TWO TWO-STORY
 BY1582'BRICK HOMES, 58.5 M. (192 FT.) NORTHWEST OF THE
 BY1582'CENTERLINE OF THE NORTHWEST DRIVE LEADING TO THE BRICK HOME, 15.7 M.
 BY1582'(51.6 FT.) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.3 M.
 BY1582'(1.0 FT.) NORTH OF A WHITE BOARD FENCE, 27.1 M. (88.8 FT.) SOUTH OF
 BY1582'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT
 BY1582'UNDER THE HIGHWAY.
 BY1582'THE MARK IS 1.1 METERS  SE FROM  A CONCRETE RIGHT-OF-WAY
 BY1582'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0398 ***********************************************************************
 CS0398  DESIGNATION -  L 969
 CS0398  PID         -  CS0398
 CS0398  STATE/COUNTY-  TX/KAUFMAN
 CS0398  USGS QUAD   -  ROSSER (1963)
 CS0398
 CS0398                         *CURRENT SURVEY CONTROL
 CS0398  ___________________________________________________________________
 CS0398* NAD 83(1986)-  32 25 42.     (N)    096 27 42.     (W)     SCALED    
 CS0398* NAVD 88     -       106.470  (meters)     349.31   (feet)  ADJUSTED  
 CS0398  ___________________________________________________________________
 CS0398  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CS0398  DYNAMIC HT  -         106.349 (meters)     348.91  (feet)  COMP
 CS0398  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 CS0398
 CS0398  VERT ORDER  -  SECOND    CLASS 0
 CS0398
 CS0398.The horizontal coordinates were scaled from a topographic map and have
 CS0398.an estimated accuracy of +/- 6 seconds.
 CS0398
 CS0398.The orthometric height was determined by differential leveling
 CS0398.and adjusted by the National Geodetic Survey in June 1991..
 CS0398
 CS0398.The geoid height was determined by GEOID03.
 CS0398
 CS0398.The dynamic height is computed by dividing the NAVD 88
 CS0398.geopotential number by the normal gravity value computed on the
 CS0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0398.degrees latitude (g = 980.6199 gals.).
 CS0398
 CS0398.The modeled gravity was interpolated from observed gravity values.
 CS0398
 CS0398;                    North         East    Units  Estimated Accuracy
 CS0398;SPC TXNC     - 2,086,320.      791,680.      MT  (+/- 180 meters Scaled)
 CS0398
 CS0398                          SUPERSEDED SURVEY CONTROL
 CS0398
 CS0398  NGVD 29 (??/??/92)  106.47   (m)          349.3    (f) COMPUTED    2 0
 CS0398
 CS0398.Superseded values are not recommended for survey control.
 CS0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0398.See file dsdata.txt to determine how the superseded data were derived.
 CS0398
 CS0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA386907(NAD 83)
 CS0398_MARKER: DB = BENCH MARK DISK
 CS0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0398_SP_SET: BRIDGE
 CS0398_STAMPING: L 969 1946
 CS0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0398
 CS0398  HISTORY     - Date     Condition        Report By
 CS0398  HISTORY     - 1946     MONUMENTED       CGS
 CS0398  HISTORY     - 1963     GOOD             USGS
 CS0398  HISTORY     - 19930609 POOR             USPSQD
 CS0398
 CS0398                          STATION DESCRIPTION
 CS0398
 CS0398'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CS0398'3.5 MI SW FROM ROSSER.
 CS0398'TO REACH FROM JCT. OF STATE HIGHWAY 34 AND FARM ROAD 2451 1 MILE ESE
 CS0398'OF ROSSER GO SW 2.5 MILES ALONG THE HIGHWAY TO SITE OF MARK, BENCH
 CS0398'MARK IS 14 FEET NW AND ABOUT 0.5 FOOT HIGHER THAN CENTER LINE OF
 CS0398'HIGHWAY, ON TOP OF THE NW END OF THE NE ABUTMENT OF A CONCRETE BRIDGE
 CS0398'OVER A LEVEE CHANNEL ON THE EAST SIDE OF TRINITY RIVER.  A STANDARD
 CS0398'DISK, STAMPED L 969 1946 AND SET IN A DRILL HOLE.
 CS0398
 CS0398                          STATION RECOVERY (1993)
 CS0398
 CS0398'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0398'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0115 ***********************************************************************
 DN0115  DESIGNATION -  L 97
 DN0115  PID         -  DN0115
 DN0115  STATE/COUNTY-  TX/HUNT
 DN0115  USGS QUAD   -  CELESTE (1964)
 DN0115
 DN0115                         *CURRENT SURVEY CONTROL
 DN0115  ___________________________________________________________________
 DN0115* NAD 83(1986)-  33 18 55.     (N)    096 12 12.     (W)     SCALED    
 DN0115* NAVD 88     -       210.302  (meters)     689.97   (feet)  ADJUSTED  
 DN0115  ___________________________________________________________________
 DN0115  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DN0115  DYNAMIC HT  -         210.076 (meters)     689.22  (feet)  COMP
 DN0115  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 DN0115
 DN0115  VERT ORDER  -  FIRST     CLASS II
 DN0115
 DN0115.The horizontal coordinates were scaled from a topographic map and have
 DN0115.an estimated accuracy of +/- 6 seconds.
 DN0115
 DN0115.The orthometric height was determined by differential leveling
 DN0115.and adjusted by the National Geodetic Survey in June 1991..
 DN0115.WARNING-Repeat measurements at this control monument indicate possible
 DN0115.vertical movement.
 DN0115
 DN0115.The geoid height was determined by GEOID03.
 DN0115
 DN0115.The dynamic height is computed by dividing the NAVD 88
 DN0115.geopotential number by the normal gravity value computed on the
 DN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0115.degrees latitude (g = 980.6199 gals.).
 DN0115
 DN0115.The modeled gravity was interpolated from observed gravity values.
 DN0115
 DN0115;                    North         East    Units  Estimated Accuracy
 DN0115;SPC TXNC     - 2,185,150.      813,820.      MT  (+/- 180 meters Scaled)
 DN0115
 DN0115                          SUPERSEDED SURVEY CONTROL
 DN0115
 DN0115  NGVD 29 (??/??/92)  210.196  (m)          689.62   (f) ADJ UNCH    1 2
 DN0115
 DN0115.Superseded values are not recommended for survey control.
 DN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0115.See file dsdata.txt to determine how the superseded data were derived.
 DN0115
 DN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB603897(NAD 83)
 DN0115_MARKER: DB = BENCH MARK DISK
 DN0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0115_SP_SET: CONCRETE POST
 DN0115_STAMPING: L 97 1933 689.618
 DN0115_MARK LOGO: CGS   
 DN0115_PROJECTION: PROJECTING 5 CENTIMETERS
 DN0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0115+STABILITY: SURFACE MOTION
 DN0115
 DN0115  HISTORY     - Date     Condition        Report By
 DN0115  HISTORY     - 1933     MONUMENTED       CGS
 DN0115  HISTORY     - 1986     GOOD             NGS
 DN0115  HISTORY     - 19940416 GOOD             USPSQD
 DN0115
 DN0115                          STATION DESCRIPTION
 DN0115
 DN0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0115'1.9 MI NW FROM CELESTE.
 DN0115'1.9 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0115'FROM CELESTE, HUNT COUNTY, 1,700 FEET NORTH OF MILEPOST 700, 45 FEET
 DN0115'EAST OF THE TRACK, AND 40 FEET NORTH OF A ROAD CROSSING.  A STANDARD
 DN0115'DISK, STAMPED 689.618 L 97 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DN0115
 DN0115                          STATION RECOVERY (1986)
 DN0115
 DN0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0115'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  23.1 KM
 DN0115'(14.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE COURTHOUSE IN
 DN0115'GREENVILLE, 0.6 KM (0.35 MI) NORTHWEST OF RAILROAD MILEPOST 700, 39.3
 DN0115'M (128.9 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.0 M (42.7
 DN0115'FT) NORTHEAST OF THE NEAR RAIL OF THE MISSOURI KANSAS TEXAS RAILROAD,
 DN0115'10.1 M (33.1 FT) SOUTHWEST OF A UTILITY POLE, AND 7.5 M (24.6 FT)
 DN0115'NORTH OF THE CENTER OF A GRAVELED ROAD LEADING EAST.
 DN0115'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 DN0115'THE MARK IS 0.9 M BELOW THE TRACKS.
 DN0115
 DN0115                          STATION RECOVERY (1994)
 DN0115
 DN0115'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1376 ***********************************************************************
 CS1376  DESIGNATION -  L 970
 CS1376  PID         -  CS1376
 CS1376  STATE/COUNTY-  TX/DALLAS
 CS1376  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1376
 CS1376                         *CURRENT SURVEY CONTROL
 CS1376  ___________________________________________________________________
 CS1376* NAD 83(1986)-  32 47 24.     (N)    096 41 05.     (W)     SCALED    
 CS1376* NAVD 88     -       168.250  (meters)     552.00   (feet)  ADJUSTED  
 CS1376  ___________________________________________________________________
 CS1376  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS1376  DYNAMIC HT  -         168.061 (meters)     551.38  (feet)  COMP
 CS1376  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CS1376
 CS1376  VERT ORDER  -  SECOND    CLASS 0
 CS1376
 CS1376.The horizontal coordinates were scaled from a topographic map and have
 CS1376.an estimated accuracy of +/- 6 seconds.
 CS1376
 CS1376.The orthometric height was determined by differential leveling
 CS1376.and adjusted by the National Geodetic Survey in June 1991..
 CS1376.WARNING-Repeat measurements at this control monument indicate possible
 CS1376.vertical movement.
 CS1376
 CS1376.The geoid height was determined by GEOID03.
 CS1376
 CS1376.The dynamic height is computed by dividing the NAVD 88
 CS1376.geopotential number by the normal gravity value computed on the
 CS1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1376.degrees latitude (g = 980.6199 gals.).
 CS1376
 CS1376.The modeled gravity was interpolated from observed gravity values.
 CS1376
 CS1376;                    North         East    Units  Estimated Accuracy
 CS1376;SPC TXNC     - 2,126,040.      770,020.      MT  (+/- 180 meters Scaled)
 CS1376
 CS1376                          SUPERSEDED SURVEY CONTROL
 CS1376
 CS1376  NGVD 29 (??/??/92)  168.26   (m)          552.0    (f) COMPUTED    2 0
 CS1376
 CS1376.Superseded values are not recommended for survey control.
 CS1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1376.See file dsdata.txt to determine how the superseded data were derived.
 CS1376
 CS1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB168303(NAD 83)
 CS1376_MARKER: DB = BENCH MARK DISK
 CS1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1376_STAMPING: L 970 1946
 CS1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1376+STABILITY: SURFACE MOTION
 CS1376
 CS1376  HISTORY     - Date     Condition        Report By
 CS1376  HISTORY     - 1946     MONUMENTED       CGS
 CS1376  HISTORY     - 1958     GOOD             NGS
 CS1376  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1376
 CS1376                          STATION DESCRIPTION
 CS1376
 CS1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1376'7.0 MI E FROM DALLAS.
 CS1376'IT IS 0.2 MILE SOUTH ALONG BUCKNER BLVD. FROM THE INTERSECTION WITH
 CS1376'OLD HIGHWAY NO.80, 1.9 MILES NORTH ALONG STATE HIGHWAY LOOP 12
 CS1376'(BUCKNER BOULEVARD) FROM THE METHODIST CHURCH AT PLEASANT MOUND,
 CS1376'DALLAS COUNTY, 60 YARDS NORTHWEST ACROSS THE HIGHWAY FROM THE WEST
 CS1376'ENTRANCE TO THE BUCKNER ORPHANS HOME, 69 FEET WEST OF THE CENTERLINE
 CS1376'OF THE HIGHWAY, 53 FEET NORTH OF A FENCE CORNER, 2.5 FEET EAST OF THE
 CS1376'FENCE, 5 FEET SOUTHWEST OF A POWERLINE POLE, 1 FOOT NORTH OF A WHITE
 CS1376'WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 CS1376'STAMPED L 970 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS1376
 CS1376                          STATION RECOVERY (1999)
 CS1376
 CS1376'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0499 ***********************************************************************
 BZ0499  DESIGNATION -  L 972
 BZ0499  PID         -  BZ0499
 BZ0499  STATE/COUNTY-  TX/MADISON
 BZ0499  USGS QUAD   -  NORMANGEE (1982)
 BZ0499
 BZ0499                         *CURRENT SURVEY CONTROL
 BZ0499  ___________________________________________________________________
 BZ0499* NAD 83(1986)-  31 01 05.     (N)    096 03 05.     (W)     SCALED    
 BZ0499* NAVD 88     -       107.65   (+/-2cm)     353.2    (feet)  VERTCON   
 BZ0499  ___________________________________________________________________
 BZ0499  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BZ0499
 BZ0499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0499
 BZ0499.The horizontal coordinates were scaled from a topographic map and have
 BZ0499.an estimated accuracy of +/- 6 seconds.
 BZ0499
 BZ0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0499.The vertical order pertains to the NGVD 29 superseded value.
 BZ0499
 BZ0499.The geoid height was determined by GEOID03.
 BZ0499
 BZ0499;                    North         East    Units  Estimated Accuracy
 BZ0499;SPC TX C     - 3,157,680.    1,108,720.      MT  (+/- 180 meters Scaled)
 BZ0499
 BZ0499                          SUPERSEDED SURVEY CONTROL
 BZ0499
 BZ0499  NGVD 29 (??/??/92)  107.629  (m)          353.11   (f) ADJ UNCH    2 0
 BZ0499
 BZ0499.Superseded values are not recommended for survey control.
 BZ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0499.See file dsdata.txt to determine how the superseded data were derived.
 BZ0499
 BZ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV814353(NAD 83)
 BZ0499_MARKER: DB = BENCH MARK DISK
 BZ0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0499_STAMPING: L 972 1947
 BZ0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0499+STABILITY: SURFACE MOTION
 BZ0499
 BZ0499  HISTORY     - Date     Condition        Report By
 BZ0499  HISTORY     - 1947     MONUMENTED       CGS
 BZ0499  HISTORY     - 1965     GOOD             NGS
 BZ0499
 BZ0499                          STATION DESCRIPTION
 BZ0499
 BZ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BZ0499'5.0 MI SE FROM NORMANGEE.
 BZ0499'TO REACH FROM THE BURLINGTON ROACK ISLAND RAILROAD STATION AT
 BZ0499'NORMANGEE GO EAST 0.3 MILE ALONG A GRAVELED ROAD, THENCE NORTHEAST 1.6
 BZ0499'MILES ALONG STATE OSR HIGHWAY, THENCE SOUTHEAST 2.2 MILES ALONG A
 BZ0499'GRADED DIRT ROAD, THENCE EAST 0.7 MILE ALONG A GRADED DIRT ROAD,
 BZ0499'THENCE SOUTH 0.2 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 BZ0499'MARK IS ABOUT 200 YARDS NORTHEAST OF A FARMHOUSE, AT THE EAST END OF
 BZ0499'AN EAST-WEST JOG IN THE ROAD, 58.0 FEET NORTHEAST OF AND ABOUT LEVEL
 BZ0499'WITH THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTHWEST OF A FENCE CORNER
 BZ0499'AND 1.5 FEET NORTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE MARK DISK
 BZ0499'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BZ0499'GROUND.  NOTE-- THE RAILROAD STATION IN NORMANGEE HAS BEEN TORE DOWN.
 BZ0499'THE TO REACH IS NOW AS FOLLOWS-- FROM THE POST OFFICE IN NORMANGEE, GO
 BZ0499'EAST ON A GRAVELED ROAD 0.35 MILE TO STATE OSR HIGHWAY, THENCE 1.6
 BZ0499'MILES NORTHEAST ALONG OSR HIGHWAY, THENCE 3.15 MILES SOUTHEASTERLY
 BZ0499'ALONG FARM-TO-MARKET ROAD 2289 TO SITE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1714 ***********************************************************************
 BY1714  DESIGNATION -  L 973
 BY1714  PID         -  BY1714
 BY1714  STATE/COUNTY-  TX/LEON
 BY1714  USGS QUAD   -  LEONA SW (1964)
 BY1714
 BY1714                         *CURRENT SURVEY CONTROL
 BY1714  ___________________________________________________________________
 BY1714* NAD 83(1986)-  31 05 43.     (N)    095 55 46.     (W)     SCALED    
 BY1714* NAVD 88     -       107.34   (+/-2cm)     352.2    (feet)  VERTCON   
 BY1714  ___________________________________________________________________
 BY1714  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY1714
 BY1714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1714
 BY1714.The horizontal coordinates were scaled from a topographic map and have
 BY1714.an estimated accuracy of +/- 6 seconds.
 BY1714
 BY1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1714.The vertical order pertains to the NGVD 29 superseded value.
 BY1714
 BY1714.The geoid height was determined by GEOID03.
 BY1714
 BY1714;                    North         East    Units  Estimated Accuracy
 BY1714;SPC TX C     - 3,166,680.    1,120,010.      MT  (+/- 180 meters Scaled)
 BY1714
 BY1714                          SUPERSEDED SURVEY CONTROL
 BY1714
 BY1714  NGVD 29 (??/??/92)  107.324  (m)          352.11   (f) ADJ UNCH    2 0
 BY1714
 BY1714.Superseded values are not recommended for survey control.
 BY1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1714.See file dsdata.txt to determine how the superseded data were derived.
 BY1714
 BY1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ205438(NAD 83)
 BY1714_MARKER: DB = BENCH MARK DISK
 BY1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1714_STAMPING: L 973 1947
 BY1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1714+STABILITY: SURFACE MOTION
 BY1714
 BY1714  HISTORY     - Date     Condition        Report By
 BY1714  HISTORY     - 1947     MONUMENTED       CGS
 BY1714
 BY1714                          STATION DESCRIPTION
 BY1714
 BY1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1714'5.0 MI S FROM LEONA.
 BY1714'ABOUT 5.0 MILES SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE
 BY1714'AT LEONA, ABOUT 0.2 MILE NORTH OF THE LEON-MADISON COUNTY LINE, ABOUT
 BY1714'70 YARDS EAST OF A FARMHOUSE, 125.0 FEET SOUTH OF THE NORTHEAST CORNER
 BY1714'OF A GARDEN FENCE, 48.7 FEET WEST OF AND ABOUT 1.0 FOOT LOWER THAN THE
 BY1714'CENTER LINE OF THE HIGHWAY, 13.6 FEET SOUTH OF A FENCE CORNER, 1.5
 BY1714'FEET EAST OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST. A
 BY1714'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1714'PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1101 ***********************************************************************
 BL1101  DESIGNATION -  L 974
 BL1101  PID         -  BL1101
 BL1101  STATE/COUNTY-  TX/SAN JACINTO
 BL1101  USGS QUAD   -  CAMILLA (1997)
 BL1101
 BL1101                         *CURRENT SURVEY CONTROL
 BL1101  ___________________________________________________________________
 BL1101* NAD 83(1986)-  30 30 26.     (N)    095 02 39.     (W)     SCALED    
 BL1101* NAVD 88     -        58.01   (+/-2cm)     190.3    (feet)  VERTCON   
 BL1101  ___________________________________________________________________
 BL1101  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL1101
 BL1101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1101
 BL1101.The horizontal coordinates were scaled from a topographic map and have
 BL1101.an estimated accuracy of +/- 6 seconds.
 BL1101
 BL1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1101.The vertical order pertains to the NGVD 29 superseded value.
 BL1101
 BL1101.The geoid height was determined by GEOID03.
 BL1101
 BL1101;                    North         East    Units  Estimated Accuracy
 BL1101;SPC TX C     - 3,105,250.    1,207,480.      MT  (+/- 180 meters Scaled)
 BL1101
 BL1101                          SUPERSEDED SURVEY CONTROL
 BL1101
 BL1101  NGVD 29 (??/??/92)   58.014  (m)          190.33   (f) ADJ UNCH    2 0
 BL1101
 BL1101.Superseded values are not recommended for survey control.
 BL1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1101.See file dsdata.txt to determine how the superseded data were derived.
 BL1101
 BL1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP038767(NAD 83)
 BL1101_MARKER: DB = BENCH MARK DISK
 BL1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1101_STAMPING: L 974 1947
 BL1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1101+STABILITY: SURFACE MOTION
 BL1101
 BL1101  HISTORY     - Date     Condition        Report By
 BL1101  HISTORY     - 1947     MONUMENTED       CGS
 BL1101  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL1101
 BL1101                          STATION DESCRIPTION
 BL1101
 BL1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1101'3.0 MI W FROM SHEPHERD.
 BL1101'3.0 MILES WEST ALONG STATE HIGHWAY NO. 150 FROM THE POST OFFICE AT
 BL1101'SHEPHERD, 45.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31.0
 BL1101'FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHWEST,
 BL1101'13.4 FEET EAST OF A TEN-INCH PINE TREE, 1.3 FEET SOUTHEAST OF A
 BL1101'REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 BL1101'0.1 FOOT ABOVE THE GROUND.
 BL1101
 BL1101                          STATION RECOVERY (1960)
 BL1101
 BL1101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1384 ***********************************************************************
 BL1384  DESIGNATION -  L 975
 BL1384  PID         -  BL1384
 BL1384  STATE/COUNTY-  TX/MONTGOMERY
 BL1384  USGS QUAD   -  CONROE NE (1976)
 BL1384
 BL1384                         *CURRENT SURVEY CONTROL
 BL1384  ___________________________________________________________________
 BL1384* NAD 83(1986)-  30 23 37.     (N)    095 19 41.     (W)     SCALED    
 BL1384* NAVD 88     -        89.33   (+/-2cm)     293.1    (feet)  VERTCON   
 BL1384  ___________________________________________________________________
 BL1384  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL1384
 BL1384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1384
 BL1384.The horizontal coordinates were scaled from a topographic map and have
 BL1384.an estimated accuracy of +/- 6 seconds.
 BL1384
 BL1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1384.The vertical order pertains to the NGVD 29 superseded value.
 BL1384
 BL1384.The geoid height was determined by GEOID03.
 BL1384
 BL1384;                    North         East    Units  Estimated Accuracy
 BL1384;SPC TX C     - 3,091,410.    1,180,830.      MT  (+/- 180 meters Scaled)
 BL1384
 BL1384                          SUPERSEDED SURVEY CONTROL
 BL1384
 BL1384  NGVD 29 (??/??/92)   89.333  (m)          293.09   (f) ADJ UNCH    2 0
 BL1384
 BL1384.Superseded values are not recommended for survey control.
 BL1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1384.See file dsdata.txt to determine how the superseded data were derived.
 BL1384
 BL1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP763647(NAD 83)
 BL1384_MARKER: DB = BENCH MARK DISK
 BL1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1384_STAMPING: L 975 1947
 BL1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1384+STABILITY: SURFACE MOTION
 BL1384
 BL1384  HISTORY     - Date     Condition        Report By
 BL1384  HISTORY     - 1947     MONUMENTED       CGS
 BL1384
 BL1384                          STATION DESCRIPTION
 BL1384
 BL1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1384'12.1 MI E FROM WILLIS.
 BL1384'0.3 MILE SOUTH AND 9.3 MILES EAST ALONG THE WILLIS-EVERGREEN ROAD FROM
 BL1384'THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATIION AT WILLIS, THENCE
 BL1384'2.5 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION AT PEACH
 BL1384'CREEK, IN THE SOUTHEAST ANGLE OF A ROAD CROSSING, 61.0 FEET EAST OF
 BL1384'THE CENTER OF THE NORTH-SOUTH ROAD, 39.0 FEET SOUTH OF THE CENTER OF
 BL1384'THE EAST-WEST ROAD, 2.0 FEET EAST OF A REFERENCE POST, SET IN A
 BL1384'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROADS AND PROJECTING 0.1
 BL1384'FOOT.  NOTE-- THIS BENCH MARK IS 0.95 MILE NORTH ALONG A GRAVEL ROAD
 BL1384'FROM B.M. K 975 WHICH IS REFERENCED FROM CONROE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0967 ***********************************************************************
 BL0967  DESIGNATION -  L 976
 BL0967  PID         -  BL0967
 BL0967  STATE/COUNTY-  TX/TRINITY
 BL0967  USGS QUAD   -  CARLISLE (1972)
 BL0967
 BL0967                         *CURRENT SURVEY CONTROL
 BL0967  ___________________________________________________________________
 BL0967* NAD 83(1986)-  30 52 16.     (N)    095 12 53.     (W)     SCALED    
 BL0967* NAVD 88     -        54.47   (+/-2cm)     178.7    (feet)  VERTCON   
 BL0967  ___________________________________________________________________
 BL0967  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL0967
 BL0967  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0967
 BL0967.The horizontal coordinates were scaled from a topographic map and have
 BL0967.an estimated accuracy of +/- 6 seconds.
 BL0967
 BL0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0967.The vertical order pertains to the NGVD 29 superseded value.
 BL0967
 BL0967.The geoid height was determined by GEOID03.
 BL0967
 BL0967;                    North         East    Units  Estimated Accuracy
 BL0967;SPC TX C     - 3,144,780.    1,189,280.      MT  (+/- 180 meters Scaled)
 BL0967
 BL0967                          SUPERSEDED SURVEY CONTROL
 BL0967
 BL0967  NGVD 29 (??/??/92)   54.487  (m)          178.76   (f) ADJ UNCH    2 0
 BL0967
 BL0967.Superseded values are not recommended for survey control.
 BL0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0967.See file dsdata.txt to determine how the superseded data were derived.
 BL0967
 BL0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ882174(NAD 83)
 BL0967_MARKER: DB = BENCH MARK DISK
 BL0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0967_STAMPING: L 976 1947
 BL0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0967+STABILITY: SURFACE MOTION
 BL0967
 BL0967  HISTORY     - Date     Condition        Report By
 BL0967  HISTORY     - 1947     MONUMENTED       CGS
 BL0967  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0967
 BL0967                          STATION DESCRIPTION
 BL0967
 BL0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0967'0.4 MI W FROM CARLISLE.
 BL0967'0.4 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0967'CARLISLE, 72.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE,
 BL0967'61.0 FEET EAST OF A FENCE CORNER, 38.0 FEET NORTH OF AND LEVEL WITH
 BL0967'THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, 1.0 FOOT
 BL0967'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL0967'INCHES ABOVE THE GROUND.
 BL0967
 BL0967                          STATION RECOVERY (1996)
 BL0967
 BL0967'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1783 ***********************************************************************
 BL1783  DESIGNATION -  L 977
 BL1783  PID         -  BL1783
 BL1783  STATE/COUNTY-  TX/WALKER
 BL1783  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1783
 BL1783                         *CURRENT SURVEY CONTROL
 BL1783  ___________________________________________________________________
 BL1783* NAD 83(1986)-  30 57 34.     (N)    095 31 01.     (W)     SCALED    
 BL1783* NAVD 88     -        54.45   (+/-2cm)     178.6    (feet)  VERTCON   
 BL1783  ___________________________________________________________________
 BL1783  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BL1783
 BL1783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1783
 BL1783.The horizontal coordinates were scaled from a topographic map and have
 BL1783.an estimated accuracy of +/- 6 seconds.
 BL1783
 BL1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1783.The vertical order pertains to the NGVD 29 superseded value.
 BL1783
 BL1783.The geoid height was determined by GEOID03.
 BL1783
 BL1783;                    North         East    Units  Estimated Accuracy
 BL1783;SPC TX C     - 3,153,270.    1,159,980.      MT  (+/- 180 meters Scaled)
 BL1783
 BL1783                          SUPERSEDED SURVEY CONTROL
 BL1783
 BL1783  NGVD 29 (??/??/92)   54.456  (m)          178.66   (f) ADJ UNCH    2 0
 BL1783
 BL1783.Superseded values are not recommended for survey control.
 BL1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1783.See file dsdata.txt to determine how the superseded data were derived.
 BL1783
 BL1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ595278(NAD 83)
 BL1783_MARKER: DB = BENCH MARK DISK
 BL1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1783_STAMPING: L 977 1947
 BL1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1783+STABILITY: SURFACE MOTION
 BL1783
 BL1783  HISTORY     - Date     Condition        Report By
 BL1783  HISTORY     - 1947     MONUMENTED       CGS
 BL1783  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1783
 BL1783                          STATION DESCRIPTION
 BL1783
 BL1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1783'9.1 MI W FROM TRINITY.
 BL1783'9.1 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL1783'TRINITY, 0.3 MILE EAST OF A WOODEN BRIDGE OVER WHITES CREEK, 0.2 MILE
 BL1783'EAST OF A SMALL FRAME CHURCH AND A SMALL FRAME SCHOOL HOUSE, 148.0
 BL1783'FEET WEST OF A FENCE CORNER POST, 95.0 FEET NORTH OF THE CENTER OF THE
 BL1783'ROAD, 10.5 FEET WEST OF A LONE 2-FOOT PECAN TREE, 2.5 FEET WEST OF A
 BL1783'REFERENCE POST, 1.3 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE, SET IN
 BL1783'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 BL1783'0.1 FOOT.
 BL1783
 BL1783                          STATION RECOVERY (1996)
 BL1783
 BL1783'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2006 ***********************************************************************
 BY2006  DESIGNATION -  L 978
 BY2006  PID         -  BY2006
 BY2006  STATE/COUNTY-  TX/HOUSTON
 BY2006  USGS QUAD   -  WELDON (1972)
 BY2006
 BY2006                         *CURRENT SURVEY CONTROL
 BY2006  ___________________________________________________________________
 BY2006* NAD 83(1986)-  31 01 30.     (N)    095 32 22.     (W)     SCALED    
 BY2006* NAVD 88     -        70.98   (+/-2cm)     232.9    (feet)  VERTCON   
 BY2006  ___________________________________________________________________
 BY2006  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY2006
 BY2006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2006
 BY2006.The horizontal coordinates were scaled from a topographic map and have
 BY2006.an estimated accuracy of +/- 6 seconds.
 BY2006
 BY2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2006.The vertical order pertains to the NGVD 29 superseded value.
 BY2006
 BY2006.The geoid height was determined by GEOID03.
 BY2006
 BY2006;                    North         East    Units  Estimated Accuracy
 BY2006;SPC TX C     - 3,160,440.    1,157,520.      MT  (+/- 180 meters Scaled)
 BY2006
 BY2006                          SUPERSEDED SURVEY CONTROL
 BY2006
 BY2006  NGVD 29 (??/??/92)   70.990  (m)          232.91   (f) ADJ UNCH    2 0
 BY2006
 BY2006.Superseded values are not recommended for survey control.
 BY2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2006.See file dsdata.txt to determine how the superseded data were derived.
 BY2006
 BY2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ575351(NAD 83)
 BY2006_MARKER: DB = BENCH MARK DISK
 BY2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2006_STAMPING: L 978 1947
 BY2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2006+STABILITY: SURFACE MOTION
 BY2006
 BY2006  HISTORY     - Date     Condition        Report By
 BY2006  HISTORY     - 1947     MONUMENTED       CGS
 BY2006
 BY2006                          STATION DESCRIPTION
 BY2006
 BY2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2006'2.2 MI E FROM WELDON.
 BY2006'0.3 MILE SOUTH AND 1.9 MILE EAST ALONG DIRT ROADS FROM THE WELDON HIGH
 BY2006'SCHOOL AT WELDON, 0.25 MILE EAST OF A WOODEN BRIDGE OVER WRIGHTS
 BY2006'CREEK, AT THE TOP OF A HILL AND AT THE FRONT OF A WHITE FRAME FARM
 BY2006'HOUSE, 42.4 FEET SOUTH OF THE SOUTH SIDE OF A CONCRETE WELL CURB, 28.0
 BY2006'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 22.0 FEET
 BY2006'NORTH OF THE CENTER OF THE ROAD, 6.0 FEET WEST OF THE SOUTHEAST CORNER
 BY2006'OF A YARD FENCE, 2.0 FEET WEST OF A REFERENCE POST, 0.5 FOOT SOUTH OF
 BY2006'THE EAST-WEST PORTION OF THE YARD FENCE, SET IN A CONCRETE POST ABOUT
 BY2006'THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1727 ***********************************************************************
 BL1727  DESIGNATION -  L 979
 BL1727  PID         -  BL1727
 BL1727  STATE/COUNTY-  TX/HOUSTON
 BL1727  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1727
 BL1727                         *CURRENT SURVEY CONTROL
 BL1727  ___________________________________________________________________
 BL1727* NAD 83(1986)-  30 59 17.     (N)    095 36 23.     (W)     SCALED    
 BL1727* NAVD 88     -        64.59   (+/-2cm)     211.9    (feet)  VERTCON   
 BL1727  ___________________________________________________________________
 BL1727  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BL1727
 BL1727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1727
 BL1727.The horizontal coordinates were scaled from a topographic map and have
 BL1727.an estimated accuracy of +/- 6 seconds.
 BL1727
 BL1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1727.The vertical order pertains to the NGVD 29 superseded value.
 BL1727
 BL1727.The geoid height was determined by GEOID03.
 BL1727
 BL1727;                    North         East    Units  Estimated Accuracy
 BL1727;SPC TX C     - 3,156,070.    1,151,310.      MT  (+/- 180 meters Scaled)
 BL1727
 BL1727                          SUPERSEDED SURVEY CONTROL
 BL1727
 BL1727  NGVD 29 (??/??/92)   64.597  (m)          211.93   (f) ADJ UNCH    2 0
 BL1727
 BL1727.Superseded values are not recommended for survey control.
 BL1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1727.See file dsdata.txt to determine how the superseded data were derived.
 BL1727
 BL1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ511311(NAD 83)
 BL1727_MARKER: DB = BENCH MARK DISK
 BL1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1727_STAMPING: L 979 1947
 BL1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1727+STABILITY: SURFACE MOTION
 BL1727
 BL1727  HISTORY     - Date     Condition        Report By
 BL1727  HISTORY     - 1947     MONUMENTED       CGS
 BL1727
 BL1727                          STATION DESCRIPTION
 BL1727
 BL1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1727'3.75 MI SW FROM WELDON.
 BL1727'1.55 MILE SOUTH AND 2.2 MILES SOUTHWEST ALONG DIRT ROADS FROM THE
 BL1727'WELDON HIGH SCHOOL AT WELDON, 0.15 MILE NORTHEAST OF THE MAIN BUILDING
 BL1727'AT THE EASTHAM STATE PRISON FARM HEADQUARTERS, 172.0 FEET NORTHEAST OF
 BL1727'THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 115.5
 BL1727'FEET NORTHEAST OF THE CENTER OF A CATTLE GUARD ACROSS THE ROAD, 99.0
 BL1727'FEET NORTHEAST OF A 20-INCH OAK TREE WHICH IS BEING USED FOR A FENCE
 BL1727'CORNER POST AND A GATE POST, 31.5 FEET SOUTHEAST OF THE CENTER OF THE
 BL1727'ROAD, 2.4 FEET SOUTHWEST OF A REFERENCE POST, 0.4 FOOT NORTHWEST OF
 BL1727'THE SOUTHEAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE
 BL1727'SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1823 ***********************************************************************
 CS1823  DESIGNATION -  L 98
 CS1823  PID         -  CS1823
 CS1823  STATE/COUNTY-  TX/TARRANT
 CS1823  USGS QUAD   -  ARLINGTON (1981)
 CS1823
 CS1823                         *CURRENT SURVEY CONTROL
 CS1823  ___________________________________________________________________
 CS1823* NAD 83(1993)-  32 44 12.67427(N)    097 05 49.03052(W)     ADJUSTED  
 CS1823* NAVD 88     -       179.142  (meters)     587.74   (feet)  ADJUSTED  
 CS1823  ___________________________________________________________________
 CS1823  X           -    -663,510.983 (meters)                     COMP
 CS1823  Y           -  -5,329,295.126 (meters)                     COMP
 CS1823  Z           -   3,429,529.042 (meters)                     COMP
 CS1823  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 CS1823  ELLIP HEIGHT-         151.85  (meters)          (10/23/00) GPS OBS
 CS1823  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CS1823  DYNAMIC HT  -         178.933 (meters)     587.05  (feet)  COMP
 CS1823  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 CS1823
 CS1823  HORZ ORDER  -  B
 CS1823  VERT ORDER  -  FIRST     CLASS II
 CS1823  ELLP ORDER  -  FOURTH    CLASS II
 CS1823
 CS1823.The horizontal coordinates were established by GPS observations
 CS1823.and adjusted by the National Geodetic Survey in February 1996..
 CS1823
 CS1823.The orthometric height was determined by differential leveling
 CS1823.and adjusted by the National Geodetic Survey in June 1991..
 CS1823
 CS1823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS1823
 CS1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1823
 CS1823.The ellipsoidal height was determined by GPS observations
 CS1823.and is referenced to NAD 83.
 CS1823
 CS1823.The geoid height was determined by GEOID03.
 CS1823
 CS1823.The dynamic height is computed by dividing the NAVD 88
 CS1823.geopotential number by the normal gravity value computed on the
 CS1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1823.degrees latitude (g = 980.6199 gals.).
 CS1823
 CS1823.The modeled gravity was interpolated from observed gravity values.
 CS1823
 CS1823;                    North         East     Units Scale Factor Converg.
 CS1823;SPC TXNC     - 2,119,551.050   731,488.415   MT  0.99988762   +0 45 54.8
 CS1823;SPC TXNC     - 6,953,893.74  2,399,891.57   sFT  0.99988762   +0 45 54.8
 CS1823;UTM  14      - 3,623,716.942   678,314.292   MT  0.99999208   +1 01 45.9
 CS1823
 CS1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1823!SPC TXNC     -   0.99997616  x   0.99988762  =   0.99986378
 CS1823!UTM  14      -   0.99997616  x   0.99999208  =   0.99996824
 CS1823
 CS1823                          SUPERSEDED SURVEY CONTROL
 CS1823
 CS1823  ELLIP H (02/20/96)  151.93   (m)                       GP(       ) 1 1
 CS1823  NAD 83(1993)-  32 44 12.67419(N)    097 05 49.02906(W) AD(1995.00) 1
 CS1823  ELLIP H (08/03/95)  151.90   (m)                       GP(1995.00) 2 1
 CS1823  NAD 83(1986)-  32 44 12.68278(N)    097 05 49.01809(W) AD(       ) 3
 CS1823  NAD 27      -  32 44 12.21833(N)    097 05 47.99196(W) AD(       ) 3
 CS1823  NAVD 88 (02/20/96)  179.17   (m)          587.8    (f) LEVELING    3  
 CS1823  NAVD 88 (08/03/95)  179.14   (m)          587.7    (f) LEVELING    3  
 CS1823  NGVD 29 (??/??/92)  179.136  (m)          587.72   (f) ADJ UNCH    1 2
 CS1823
 CS1823.Superseded values are not recommended for survey control.
 CS1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1823.See file dsdata.txt to determine how the superseded data were derived.
 CS1823
 CS1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7831423717(NAD 83)
 CS1823_MARKER: DB = BENCH MARK DISK
 CS1823_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CS1823_SP_SET: SET IN CONCRETE FOOTING
 CS1823_STAMPING: L 98 1951
 CS1823_MARK LOGO: CGS   
 CS1823_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1823+STABILITY: SURFACE MOTION
 CS1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1823+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 CS1823
 CS1823  HISTORY     - Date     Condition        Report By
 CS1823  HISTORY     - 1951     MONUMENTED       CGS
 CS1823  HISTORY     - 1980     GOOD             LOCSUR
 CS1823  HISTORY     - 1986     GOOD             NGS
 CS1823  HISTORY     - 19880412 GOOD
 CS1823  HISTORY     - 19941003 GOOD             NGS
 CS1823  HISTORY     - 19941220 GOOD             NGS
 CS1823  HISTORY     - 19960921 GOOD             USPSQD
 CS1823  HISTORY     - 19970222 GOOD             NGS
 CS1823  HISTORY     - 20060324 GOOD             GEOCAC
 CS1823
 CS1823                          STATION DESCRIPTION
 CS1823
 CS1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS1823'0.6 MI E FROM ARLINGTON.
 CS1823'0.6 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS1823'ARLINGTON, AT THE CROSSING OF NORTH COLLINS STREET, AT BLOCK SIGNAL
 CS1823'2320, 100 FEET EAST OF THE CENTER LINE OF NORTH COLLINS STREET, 9.2
 CS1823'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 1.5 FEET ABOVE THE
 CS1823'GROUND, SET IN THE TOP OF THE WEST CONCRETE FOUNDATION OF THE BLOCK
 CS1823'SIGNAL.
 CS1823
 CS1823                          STATION RECOVERY (1980)
 CS1823
 CS1823'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CS1823'RECOVERED IN GOOD CONDITION.
 CS1823
 CS1823                          STATION RECOVERY (1986)
 CS1823
 CS1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1823'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 CS1823'ARLINGTON, AT THE INTERSECTION OF COLLINS AVENUE AND THE MISSOURI
 CS1823'PACIFIC RAILROAD, IN THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION
 CS1823'OF THE SOUTH LEG OF A SIGNAL TOWER, 34.1 M (111.9 FT) EAST OF THE
 CS1823'CENTERLINE OF THE AVENUE, AND 2.8 M (9.2 FT) SOUTH OF THE NEAR RAIL.
 CS1823'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CS1823
 CS1823                          STATION RECOVERY (1988)
 CS1823
 CS1823'RECOVERED 1988
 CS1823'RECOVERED IN GOOD CONDITION.
 CS1823
 CS1823                          STATION RECOVERY (1994)
 CS1823
 CS1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS1823'IN ARLINGTON, AT THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD AND
 CS1823'COLLINS AVENUE, NEAR THE NORTHWEST CORNER OF THE CONCRETE FOOTING FOR
 CS1823'A FORMER RAILROAD SIGNAL (SIGNAL REMOVED) , 28.5 M (93.5 FT) EAST OF
 CS1823'THE CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, 2.0 M (6.6 FT)
 CS1823'SOUTH OF THE NEAR RAIL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 CS1823'TRACKS.
 CS1823
 CS1823                          STATION RECOVERY (1994)
 CS1823
 CS1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS1823'THE STATION IS LOCATED IN ARLINGTON AT THE CROSSING OF COLLINS STREET
 CS1823'AND THE MISSOURI PACIFIC RAILROAD, ABOUT 2.8 KM (1.75 MI) SOUTH OF
 CS1823'INTERSTATE HIGHWAY 30, EXIT 28. ---OWNERSHIP MISSOURI PACIFIC
 CS1823'RAILROAD---
 CS1823' 
 CS1823'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 30 (EXIT 28) AND
 CS1823'HIGHWAY 157 (COLLINS STREET) ON THE NORTH SIDE OF ARLINGTON, GO SOUTH
 CS1823'ON HIGHWAY 157 AND COLLINS STREET FOR 2.75 KM (1.70 MI) TO A SET OF
 CS1823'RAILROAD TRACKS AND THE STATION ON THE LEFT.
 CS1823' 
 CS1823'THE STATION IS A STANDARD DISK SET INTO A DRILL HOLE IN THE NORTHWEST
 CS1823'CORNER OF A CONCRETE FOUNDATION OF THE SOUTH LEG OF A SIGNAL TOWER
 CS1823'(TOWER HAS BEEN REMOVED).  28.6 M (93.8 FT) EAST OF THE CENTERLINE OF
 CS1823'THE NORTHBOUND LANES OF COLLINS STREET, 21.7 M (71.2 FT) EAST OF A
 CS1823'RAILROAD CROSSING ARM PEDISTAL, 12.4 M (40.7 FT) SOUTHEAST OF AND
 CS1823'ACROSS THE TRACKS FROM THE SOUTHEAST CORNER OF A SMALL CONCRETE
 CS1823'BUILDING AND 2.0 M (6.6 FT) SOUTH OF THE NEAR RAIL.
 CS1823
 CS1823                          STATION RECOVERY (1996)
 CS1823
 CS1823'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1823'RECOVERED IN GOOD CONDITION.
 CS1823
 CS1823                          STATION RECOVERY (1997)
 CS1823
 CS1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 CS1823'RECOVERED USING 1996 DESCRIPTION.  ALL DIRECTIONS AND DISTANCES
 CS1823'CHECKED.
 CS1823
 CS1823                          STATION RECOVERY (2006)
 CS1823
 CS1823'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 CS1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1322 ***********************************************************************
 BL1322  DESIGNATION -  L 980
 BL1322  PID         -  BL1322
 BL1322  STATE/COUNTY-  TX/LIBERTY
 BL1322  USGS QUAD   -  WESTCOTT (1976)
 BL1322
 BL1322                         *CURRENT SURVEY CONTROL
 BL1322  ___________________________________________________________________
 BL1322* NAD 83(1986)-  30 22 37.     (N)    095 04 07.     (W)     SCALED    
 BL1322* NAVD 88     -        50.62   (+/-2cm)     166.1    (feet)  VERTCON   
 BL1322  ___________________________________________________________________
 BL1322  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1322
 BL1322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1322
 BL1322.The horizontal coordinates were scaled from a topographic map and have
 BL1322.an estimated accuracy of +/- 6 seconds.
 BL1322
 BL1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1322.The vertical order pertains to the NGVD 29 superseded value.
 BL1322
 BL1322.The geoid height was determined by GEOID03.
 BL1322
 BL1322;                    North         East    Units  Estimated Accuracy
 BL1322;SPC TX C     - 3,090,710.    1,205,820.      MT  (+/- 180 meters Scaled)
 BL1322
 BL1322                          SUPERSEDED SURVEY CONTROL
 BL1322
 BL1322  NGVD 29 (??/??/92)   50.624  (m)          166.09   (f) ADJ UNCH    2 0
 BL1322
 BL1322.Superseded values are not recommended for survey control.
 BL1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1322.See file dsdata.txt to determine how the superseded data were derived.
 BL1322
 BL1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP012623(NAD 83)
 BL1322_MARKER: DB = BENCH MARK DISK
 BL1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1322_STAMPING: L 980 1947
 BL1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1322+STABILITY: SURFACE MOTION
 BL1322
 BL1322  HISTORY     - Date     Condition        Report By
 BL1322  HISTORY     - 1947     MONUMENTED       CGS
 BL1322
 BL1322                          STATION DESCRIPTION
 BL1322
 BL1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1322'2.7 MI N FROM CLEVELAND.
 BL1322'2.7 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL1322'STATION AT CLEVELAND, 80 YARDS NORTH OF A ROAD CROSSING, 61.4 FEET
 BL1322'EAST OF THE CENTER LINE OF U.S. HIGHWAY 59, 49.2 FEET WEST OF AND 2.0
 BL1322'FEET LOWER THAN THE CENTER LINE OF THE RAILROAD, 37.6 FEET NORTH OF A
 BL1322'16 INCH OAK TREE, 17.0 FEET SOUTHWEST OF THE 3RD POLE SOUTH OF
 BL1322'MILEPOST 46, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BL1322'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1128 ***********************************************************************
 BL1128  DESIGNATION -  L 981
 BL1128  PID         -  BL1128
 BL1128  STATE/COUNTY-  TX/SAN JACINTO
 BL1128  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1128
 BL1128                         *CURRENT SURVEY CONTROL
 BL1128  ___________________________________________________________________
 BL1128* NAD 83(1986)-  30 40 19.     (N)    095 13 30.     (W)     SCALED    
 BL1128* NAVD 88     -        93.36   (+/-2cm)     306.3    (feet)  VERTCON   
 BL1128  ___________________________________________________________________
 BL1128  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL1128
 BL1128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1128
 BL1128.The horizontal coordinates were scaled from a topographic map and have
 BL1128.an estimated accuracy of +/- 6 seconds.
 BL1128
 BL1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1128.The vertical order pertains to the NGVD 29 superseded value.
 BL1128
 BL1128.The geoid height was determined by GEOID03.
 BL1128
 BL1128;                    North         East    Units  Estimated Accuracy
 BL1128;SPC TX C     - 3,122,680.    1,189,310.      MT  (+/- 180 meters Scaled)
 BL1128
 BL1128                          SUPERSEDED SURVEY CONTROL
 BL1128
 BL1128  NGVD 29 (??/??/92)   93.370  (m)          306.33   (f) ADJ UNCH    2 0
 BL1128
 BL1128.Superseded values are not recommended for survey control.
 BL1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1128.See file dsdata.txt to determine how the superseded data were derived.
 BL1128
 BL1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP868953(NAD 83)
 BL1128_MARKER: DB = BENCH MARK DISK
 BL1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1128_STAMPING: L 981 1947
 BL1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1128+STABILITY: SURFACE MOTION
 BL1128
 BL1128  HISTORY     - Date     Condition        Report By
 BL1128  HISTORY     - 1947     MONUMENTED       CGS
 BL1128  HISTORY     - 1960     POOR             USGS
 BL1128
 BL1128                          STATION DESCRIPTION
 BL1128
 BL1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1128'8.6 MI NW FROM COLDSPRING.
 BL1128'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1128'COLDSPRING, THENCE 5.3 MILES NORTHWEST ALONG STATE HIGHWAY 156, THENCE
 BL1128'3.1 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 10.5 MILES SOUTHEAST OF
 BL1128'OAKHURST, 44.5 FEET NORTHWEST OF THE CENTER LINE OF A FARM DRIVE
 BL1128'LEADING NORTHEAST, 41.2 FEET NORTHEAST OF AND LEVEL WITH THE CENTER
 BL1128'LINE OF THE ROAD, 29.5 FEET NORTH OF THE NORTHEAST END OF A CONCRETE
 BL1128'TUBE CULVERT, 1.0 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF
 BL1128'A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND. NOTE-- THE
 BL1128'BENCH MARK HAS BEEN STRUCK BY A BULLDOZER OR A ROAD GRADER. THE
 BL1128'CONCRETE POST HAS BEEN KNOCKED OVER AND IS STILL IN PLACE. THE GRADED
 BL1128'DIRT ROAD IS NOW FARM ROAD 946.
 BL1128
 BL1128                          STATION RECOVERY (1960)
 BL1128
 BL1128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1128'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1344 ***********************************************************************
 BL1344  DESIGNATION -  L 982
 BL1344  PID         -  BL1344
 BL1344  STATE/COUNTY-  TX/MONTGOMERY
 BL1344  USGS QUAD   -  WILLIS (1997)
 BL1344
 BL1344                         *CURRENT SURVEY CONTROL
 BL1344  ___________________________________________________________________
 BL1344* NAD 83(1986)-  30 25 39.     (N)    095 26 53.     (W)     SCALED    
 BL1344* NAVD 88     -        84.46   (+/-2cm)     277.1    (feet)  VERTCON   
 BL1344  ___________________________________________________________________
 BL1344  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1344
 BL1344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1344
 BL1344.The horizontal coordinates were scaled from a topographic map and have
 BL1344.an estimated accuracy of +/- 6 seconds.
 BL1344
 BL1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1344.The vertical order pertains to the NGVD 29 superseded value.
 BL1344
 BL1344.The geoid height was determined by GEOID03.
 BL1344
 BL1344;                    North         East    Units  Estimated Accuracy
 BL1344;SPC TX C     - 3,094,650.    1,169,150.      MT  (+/- 180 meters Scaled)
 BL1344
 BL1344                          SUPERSEDED SURVEY CONTROL
 BL1344
 BL1344  NGVD 29 (??/??/92)   84.462  (m)          277.11   (f) ADJ UNCH    2 0
 BL1344
 BL1344.Superseded values are not recommended for survey control.
 BL1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1344.See file dsdata.txt to determine how the superseded data were derived.
 BL1344
 BL1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP648687(NAD 83)
 BL1344_MARKER: DB = BENCH MARK DISK
 BL1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1344_STAMPING: L 982 1947
 BL1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1344+STABILITY: SURFACE MOTION
 BL1344
 BL1344  HISTORY     - Date     Condition        Report By
 BL1344  HISTORY     - 1947     MONUMENTED       CGS
 BL1344
 BL1344                          STATION DESCRIPTION
 BL1344
 BL1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1344'2.1 MI E FROM WILLIS.
 BL1344'0.3 MILE SOUTH AND 1.8 MILE EAST ALONG THE WILLIS-EVERGREEN ROAD FROM
 BL1344'THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT WILLIS, 134.0
 BL1344'FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE OVER A
 BL1344'CREEK, 38.0 FEET SOUTH OF THE CENTER OF THE ROAD, 1.7 FOOT EAST OF A
 BL1344'REFERENCE POST, 0.7 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, SET IN
 BL1344'A CONCRETE POST ABOUT 3 FEET BELOW THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1725 ***********************************************************************
 BL1725  DESIGNATION -  L 983
 BL1725  PID         -  BL1725
 BL1725  STATE/COUNTY-  TX/MADISON
 BL1725  USGS QUAD   -  CONNOR (1962)
 BL1725
 BL1725                         *CURRENT SURVEY CONTROL
 BL1725  ___________________________________________________________________
 BL1725* NAD 83(1986)-  30 55 18.     (N)    095 48 27.     (W)     SCALED    
 BL1725* NAVD 88     -        77.32   (+/-2cm)     253.7    (feet)  VERTCON   
 BL1725  ___________________________________________________________________
 BL1725  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BL1725
 BL1725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1725
 BL1725.The horizontal coordinates were scaled from a topographic map and have
 BL1725.an estimated accuracy of +/- 6 seconds.
 BL1725
 BL1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1725.The vertical order pertains to the NGVD 29 superseded value.
 BL1725
 BL1725.The geoid height was determined by GEOID03.
 BL1725
 BL1725;                    North         East    Units  Estimated Accuracy
 BL1725;SPC TX C     - 3,147,920.    1,132,420.      MT  (+/- 180 meters Scaled)
 BL1725
 BL1725                          SUPERSEDED SURVEY CONTROL
 BL1725
 BL1725  NGVD 29 (??/??/92)   77.314  (m)          253.65   (f) ADJ UNCH    2 0
 BL1725
 BL1725.Superseded values are not recommended for survey control.
 BL1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1725.See file dsdata.txt to determine how the superseded data were derived.
 BL1725
 BL1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ317243(NAD 83)
 BL1725_MARKER: DB = BENCH MARK DISK
 BL1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1725_STAMPING: L 983 1947
 BL1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1725+STABILITY: SURFACE MOTION
 BL1725
 BL1725  HISTORY     - Date     Condition        Report By
 BL1725  HISTORY     - 1947     MONUMENTED       CGS
 BL1725
 BL1725                          STATION DESCRIPTION
 BL1725
 BL1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1725'7.0 MI E FROM MADISONVILLE.
 BL1725'TO REACH FROM THE MADISONVILLE HIGH SCHOOL AT MADISONVILLE,PROCEED 6.4
 BL1725'MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75, THENCE 0.6 MILE EAST ALONG A
 BL1725'DIRT ROAD, BENCH MARK IS IN THE FRONT YARD OF A LARGE WHITE FARM
 BL1725'HOUSE, ABOUT 300 FEET EAST OF THE EAST END OF A CURVE IN THE ROAD,
 BL1725'45.0 FEET NORTH OF THE CENTER OF THE ROAD, 11.0 FEET EAST OF A 2-FOOT
 BL1725'OAK TREE, 3.5 FEET WEST OF A REFERENCE POST, SET IN A CONCRETE POST
 BL1725'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1789 ***********************************************************************
 BL1789  DESIGNATION -  L 984
 BL1789  PID         -  BL1789
 BL1789  STATE/COUNTY-  TX/WALKER
 BL1789  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1789
 BL1789                         *CURRENT SURVEY CONTROL
 BL1789  ___________________________________________________________________
 BL1789* NAD 83(1986)-  30 52 37.     (N)    095 33 28.     (W)     SCALED    
 BL1789* NAVD 88     -        58.67   (+/-2cm)     192.5    (feet)  VERTCON   
 BL1789  ___________________________________________________________________
 BL1789  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL1789
 BL1789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1789
 BL1789.The horizontal coordinates were scaled from a topographic map and have
 BL1789.an estimated accuracy of +/- 6 seconds.
 BL1789
 BL1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1789.The vertical order pertains to the NGVD 29 superseded value.
 BL1789
 BL1789.The geoid height was determined by GEOID03.
 BL1789
 BL1789;                    North         East    Units  Estimated Accuracy
 BL1789;SPC TX C     - 3,143,970.    1,156,480.      MT  (+/- 180 meters Scaled)
 BL1789
 BL1789                          SUPERSEDED SURVEY CONTROL
 BL1789
 BL1789  NGVD 29 (??/??/92)   58.676  (m)          192.51   (f) ADJ UNCH    2 0
 BL1789
 BL1789.Superseded values are not recommended for survey control.
 BL1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1789.See file dsdata.txt to determine how the superseded data were derived.
 BL1789
 BL1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ554187(NAD 83)
 BL1789_MARKER: DB = BENCH MARK DISK
 BL1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1789_STAMPING: L 984 1947
 BL1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1789+STABILITY: SURFACE MOTION
 BL1789
 BL1789  HISTORY     - Date     Condition        Report By
 BL1789  HISTORY     - 1947     MONUMENTED       CGS
 BL1789  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1789
 BL1789                          STATION DESCRIPTION
 BL1789
 BL1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1789'14.95 MI N FROM HUNTSVILLE.
 BL1789'10.1 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1789'AT HUNTSVILLE, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE 4.55
 BL1789'MILES NORTHEAST ALONG AN OLD DIRT ROAD, 0.25 MILE NORTHEAST OF THE
 BL1789'JUNCTION OF A DIM DIRT ROAD LEADING SOUTHEAST, 0.1 MILE NORTHEAST OF A
 BL1789'GROUP OF WOODEN CATTLE PENS, 200 FEET EAST OF A CURVE IN THE ROAD, 172
 BL1789'FEET WEST OF THE WEST END OF AN OLD WOODEN BRIDGE OVER A CREEK, 39
 BL1789'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A 4X4 MARKER
 BL1789'POST, SET IN A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BL1789
 BL1789                          STATION RECOVERY (1996)
 BL1789
 BL1789'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0987 ***********************************************************************
 BL0987  DESIGNATION -  L 986
 BL0987  PID         -  BL0987
 BL0987  STATE/COUNTY-  TX/SAN JACINTO
 BL0987  USGS QUAD   -  CARLISLE (1972)
 BL0987
 BL0987                         *CURRENT SURVEY CONTROL
 BL0987  ___________________________________________________________________
 BL0987* NAD 83(1986)-  30 45 06.     (N)    095 11 16.     (W)     SCALED    
 BL0987* NAVD 88     -        35.57   (+/-2cm)     116.7    (feet)  VERTCON   
 BL0987  ___________________________________________________________________
 BL0987  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BL0987
 BL0987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0987
 BL0987.The horizontal coordinates were scaled from a topographic map and have
 BL0987.an estimated accuracy of +/- 6 seconds.
 BL0987
 BL0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0987.The vertical order pertains to the NGVD 29 superseded value.
 BL0987
 BL0987.The geoid height was determined by GEOID03.
 BL0987
 BL0987;                    North         East    Units  Estimated Accuracy
 BL0987;SPC TX C     - 3,131,670.    1,192,460.      MT  (+/- 180 meters Scaled)
 BL0987
 BL0987                          SUPERSEDED SURVEY CONTROL
 BL0987
 BL0987  NGVD 29 (??/??/92)   35.592  (m)          116.77   (f) ADJ UNCH    2 0
 BL0987
 BL0987.Superseded values are not recommended for survey control.
 BL0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0987.See file dsdata.txt to determine how the superseded data were derived.
 BL0987
 BL0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ905041(NAD 83)
 BL0987_MARKER: DB = BENCH MARK DISK
 BL0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0987_SP_SET: BRIDGE ABUTMENT
 BL0987_STAMPING: L 986 1947
 BL0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0987
 BL0987  HISTORY     - Date     Condition        Report By
 BL0987  HISTORY     - 1947     MONUMENTED       CGS
 BL0987
 BL0987                          STATION DESCRIPTION
 BL0987
 BL0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0987'1.5 MI E FROM POINT BLANK.
 BL0987'1.5 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT POINT
 BL0987'BLANK, 16.0 FEET SOUTH OF AND 0.5 FOOT HIGHER THAN THE CENTER LINE OF
 BL0987'THE HIGHWAY, 0.7 FOOT SOUTH OF THE EAST CONCRETE POST OF THE SOUTH
 BL0987'GUARD RAIL, SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF
 BL0987'CONCRETE BRIDGE S 58 T 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1660 ***********************************************************************
 BL1660  DESIGNATION -  L 987
 BL1660  PID         -  BL1660
 BL1660  STATE/COUNTY-  TX/MADISON
 BL1660  USGS QUAD   -  CONNOR (1962)
 BL1660
 BL1660                         *CURRENT SURVEY CONTROL
 BL1660  ___________________________________________________________________
 BL1660* NAD 83(1986)-  30 55 42.     (N)    095 49 58.     (W)     SCALED    
 BL1660* NAVD 88     -        82.24   (+/-2cm)     269.8    (feet)  VERTCON   
 BL1660  ___________________________________________________________________
 BL1660  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BL1660
 BL1660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1660
 BL1660.The horizontal coordinates were scaled from a topographic map and have
 BL1660.an estimated accuracy of +/- 6 seconds.
 BL1660
 BL1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1660.The vertical order pertains to the NGVD 29 superseded value.
 BL1660
 BL1660.The geoid height was determined by GEOID03.
 BL1660
 BL1660;                    North         East    Units  Estimated Accuracy
 BL1660;SPC TX C     - 3,148,560.    1,129,980.      MT  (+/- 180 meters Scaled)
 BL1660
 BL1660                          SUPERSEDED SURVEY CONTROL
 BL1660
 BL1660  NGVD 29 (??/??/92)   82.239  (m)          269.81   (f) ADJ UNCH    2 0
 BL1660
 BL1660.Superseded values are not recommended for survey control.
 BL1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1660.See file dsdata.txt to determine how the superseded data were derived.
 BL1660
 BL1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ293251(NAD 83)
 BL1660_MARKER: DB = BENCH MARK DISK
 BL1660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1660_SP_SET: CULVERT
 BL1660_STAMPING: L 987 1947
 BL1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1660
 BL1660  HISTORY     - Date     Condition        Report By
 BL1660  HISTORY     - 1947     MONUMENTED       CGS
 BL1660
 BL1660                          STATION DESCRIPTION
 BL1660
 BL1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1660'5.5 MI SE FROM MADISONVILLE.
 BL1660'5.5 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1660'HIGH SCHOOL AT MADISONVILLE, 85.0 FEET NORTHWEST OF THE CENTER OF THE
 BL1660'JUNCTION OF A DIRT ROAD LEADING NORTH, 15.4 FEET NORTHEAST OF THE
 BL1660'CENTER OF THE HIGHWAY, SET IN TOP OF THE NORTHWEST END OF THE
 BL1660'NORTHEAST CONCRETE HEAD WALL OF A 5X8 FOOT CONCRETE CULVERT UNDER THE
 BL1660'HIGHWAY, ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1936 ***********************************************************************
 BY1936  DESIGNATION -  L 988
 BY1936  PID         -  BY1936
 BY1936  STATE/COUNTY-  TX/HOUSTON
 BY1936  USGS QUAD   -  PEARSONS CHAPEL (1964)
 BY1936
 BY1936                         *CURRENT SURVEY CONTROL
 BY1936  ___________________________________________________________________
 BY1936* NAD 83(1986)-  31 14 29.     (N)    095 34 26.     (W)     SCALED    
 BY1936* NAVD 88     -        81.81   (+/-2cm)     268.4    (feet)  VERTCON   
 BY1936  ___________________________________________________________________
 BY1936  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1936
 BY1936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1936
 BY1936.The horizontal coordinates were scaled from a topographic map and have
 BY1936.an estimated accuracy of +/- 6 seconds.
 BY1936
 BY1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1936.The vertical order pertains to the NGVD 29 superseded value.
 BY1936
 BY1936.The geoid height was determined by GEOID03.
 BY1936
 BY1936;                    North         East    Units  Estimated Accuracy
 BY1936;SPC TX C     - 3,184,260.    1,153,210.      MT  (+/- 180 meters Scaled)
 BY1936
 BY1936                          SUPERSEDED SURVEY CONTROL
 BY1936
 BY1936  NGVD 29 (??/??/92)   81.816  (m)          268.42   (f) ADJ UNCH    2 0
 BY1936
 BY1936.Superseded values are not recommended for survey control.
 BY1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1936.See file dsdata.txt to determine how the superseded data were derived.
 BY1936
 BY1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ548592(NAD 83)
 BY1936_MARKER: DB = BENCH MARK DISK
 BY1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1936_STAMPING: L 988 1947
 BY1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1936+STABILITY: SURFACE MOTION
 BY1936
 BY1936  HISTORY     - Date     Condition        Report By
 BY1936  HISTORY     - 1947     MONUMENTED       CGS
 BY1936
 BY1936                          STATION DESCRIPTION
 BY1936
 BY1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1936'5.65 MI NE FROM AUSTONIO.
 BY1936'5.65 MILES NORTHEAST ALONG STATE HIGHWAY NO. 21 FROM THE AUSTONIO HIGH
 BY1936'SCHOOL AT AUSTONIO, 0.35 MILE NORTHEAST OF ONE CONCRETE BRIDGE OVER A
 BY1936'CREEK AND 0.25 MILE SOUTHWEST OF ANOTHER CONCRETE BRIDGE OVER ANOTHER
 BY1936'CREEK, NEAR THE TOP OF A HILL, 49.5 FEET SOUTHEAST OF THE CENTER OF
 BY1936'THE HIGHWAY, 28.0 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 BY1936'LEADING SOUTHEAST INTO A PASTURE, 1.5 FOOT SOUTHWEST OF A REFERENCE
 BY1936'POST, 1.0 FOOT NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, SET IN A
 BY1936'CONCRETE POST ABOUT 2 FEET ABOVE THE HIGHWAY AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1159 ***********************************************************************
 BL1159  DESIGNATION -  L 989
 BL1159  PID         -  BL1159
 BL1159  STATE/COUNTY-  TX/SAN JACINTO
 BL1159  USGS QUAD   -  MAYNARD (1997)
 BL1159
 BL1159                         *CURRENT SURVEY CONTROL
 BL1159  ___________________________________________________________________
 BL1159* NAD 83(1986)-  30 30 43.     (N)    095 20 51.     (W)     SCALED    
 BL1159* NAVD 88     -       119.22   (+/-2cm)     391.1    (feet)  VERTCON   
 BL1159  ___________________________________________________________________
 BL1159  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL1159
 BL1159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1159
 BL1159.The horizontal coordinates were scaled from a topographic map and have
 BL1159.an estimated accuracy of +/- 6 seconds.
 BL1159
 BL1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1159.The vertical order pertains to the NGVD 29 superseded value.
 BL1159
 BL1159.The geoid height was determined by GEOID03.
 BL1159
 BL1159;                    North         East    Units  Estimated Accuracy
 BL1159;SPC TX C     - 3,104,430.    1,178,380.      MT  (+/- 180 meters Scaled)
 BL1159
 BL1159                          SUPERSEDED SURVEY CONTROL
 BL1159
 BL1159  NGVD 29 (??/??/92)  119.220  (m)          391.14   (f) ADJ UNCH    2 0
 BL1159
 BL1159.Superseded values are not recommended for survey control.
 BL1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1159.See file dsdata.txt to determine how the superseded data were derived.
 BL1159
 BL1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP747778(NAD 83)
 BL1159_MARKER: DB = BENCH MARK DISK
 BL1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1159_STAMPING: L 989 1947
 BL1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1159+STABILITY: SURFACE MOTION
 BL1159
 BL1159  HISTORY     - Date     Condition        Report By
 BL1159  HISTORY     - 1947     MONUMENTED       CGS
 BL1159
 BL1159                          STATION DESCRIPTION
 BL1159
 BL1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1159'7.9 MI SW FROM EVERGREEN.
 BL1159'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1159'EVERGREEN, THENCE 0.9 MILE SOUTH ALONG A DIM TRAIL, THENCE 0.1 MILE
 BL1159'WEST ALONG A DIM TRAIL, 86.0 FEET NORTHWEST OF A LONE 16 INCH HICKORY
 BL1159'TREE, 43.0 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL FRAME
 BL1159'BUILDING, 21.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1159'TRAIL, 3.0 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1159'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0126 ***********************************************************************
 BL0126  DESIGNATION -  L 99
 BL0126  PID         -  BL0126
 BL0126  STATE/COUNTY-  TX/JASPER
 BL0126  USGS QUAD   -  PACE HILL (1984)
 BL0126
 BL0126                         *CURRENT SURVEY CONTROL
 BL0126  ___________________________________________________________________
 BL0126* NAD 83(1986)-  30 58 43.     (N)    094 13 07.     (W)     SCALED    
 BL0126* NAVD 88     -        35.36   (+/-2cm)     116.0    (feet)  VERTCON   
 BL0126  ___________________________________________________________________
 BL0126  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BL0126
 BL0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0126
 BL0126.The horizontal coordinates were scaled from a topographic map and have
 BL0126.an estimated accuracy of +/- 6 seconds.
 BL0126
 BL0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0126.The vertical order pertains to the NGVD 29 superseded value.
 BL0126
 BL0126.The geoid height was determined by GEOID03.
 BL0126
 BL0126;                    North         East    Units  Estimated Accuracy
 BL0126;SPC TX C     - 3,161,480.    1,283,750.      MT  (+/- 180 meters Scaled)
 BL0126
 BL0126                          SUPERSEDED SURVEY CONTROL
 BL0126
 BL0126  NGVD 29 (??/??/92)   35.372  (m)          116.05   (f) ADJ UNCH    2 0
 BL0126
 BL0126.Superseded values are not recommended for survey control.
 BL0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0126.See file dsdata.txt to determine how the superseded data were derived.
 BL0126
 BL0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ836278(NAD 83)
 BL0126_MARKER: DB = BENCH MARK DISK
 BL0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0126_STAMPING: L 99 1952
 BL0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0126+STABILITY: SURFACE MOTION
 BL0126
 BL0126  HISTORY     - Date     Condition        Report By
 BL0126  HISTORY     - 1952     MONUMENTED       CGS
 BL0126  HISTORY     - 1978     GOOD             USGS
 BL0126
 BL0126                          STATION DESCRIPTION
 BL0126
 BL0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0126'17.1 MI NW FROM JASPER.
 BL0126'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0126'THENCE 7.75 MILES NORTHWEST ALONG STATE HIGHWAY 63, THENCE 2.85 MILES
 BL0126'SOUTHWEST ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF R.C. PRIMROSE,
 BL0126'88 FEET EAST OF A CEDAR TREE, 82 FEET SOUTHEAST OF THE CENTER LINE OF
 BL0126'A WOODS ROAD LEADING WEST TO THE NECHES RIVER, 27 FEET EAST OF THE
 BL0126'CENTER LINE OF A PRIVATE DRIVEWAY, 20 FEET NORTH OF THE NORTHWEST
 BL0126'CORNER OF A TOOL SHED, 1.2 FEET NORTH OF A WITNESS POST, SET IN THE
 BL0126'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL0126
 BL0126                          STATION RECOVERY (1978)
 BL0126
 BL0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0126'JASPER, JUNCTION OF U. S. HWY. 96 WITH U. S. HWY. 190 AND STATE
 BL0126'HIGHWAY 63, THENCE 14.6 MILES WEST ALONG STATE HIGHWAY 63 TO F. M.
 BL0126'ROAD 255, THENCE 4.7 MILES SOUTHWEST ALONG F. M. ROAD 255 TO A Y-RD,
 BL0126'THENCE SOUTHWEST ALONG DIRT ROAD TO STATION SITE. AT THE HOME OF R.
 BL0126'C. PRIMROSE. 27 FT. EAST OF THE CENTERLINE OF A PRIVATE DRIVE, 12 FT.
 BL0126'NORTH AND 12 FT. EAST OF A FENCE CORNER. IN CONCRETE POST PROJECTING
 BL0126'0.6 FT. ABOVE GROUND. STANDARD TABLET STAMPED L 99 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0942 ***********************************************************************
 CR0942  DESIGNATION -  L 990
 CR0942  PID         -  CR0942
 CR0942  STATE/COUNTY-  TX/VAN ZANDT
 CR0942  USGS QUAD   -  VAN (1981)
 CR0942
 CR0942                         *CURRENT SURVEY CONTROL
 CR0942  ___________________________________________________________________
 CR0942* NAD 83(1993)-  32 36 31.86726(N)    095 40 38.89124(W)     ADJUSTED  
 CR0942* NAVD 88     -       141.029  (meters)     462.69   (feet)  ADJUSTED  
 CR0942  ___________________________________________________________________
 CR0942  X           -    -532,044.491 (meters)                     COMP
 CR0942  Y           -  -5,351,691.233 (meters)                     COMP
 CR0942  Z           -   3,417,559.872 (meters)                     COMP
 CR0942  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 CR0942  ELLIP HEIGHT-         115.10  (meters)          (10/24/00) GPS OBS
 CR0942  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CR0942  DYNAMIC HT  -         140.868 (meters)     462.16  (feet)  COMP
 CR0942  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 CR0942
 CR0942  HORZ ORDER  -  FIRST
 CR0942  VERT ORDER  -  SECOND    CLASS 0
 CR0942  ELLP ORDER  -  FOURTH    CLASS II
 CR0942
 CR0942.The horizontal coordinates were established by GPS observations
 CR0942.and adjusted by the National Geodetic Survey in February 1996..
 CR0942
 CR0942.The orthometric height was determined by differential leveling
 CR0942.and adjusted by the National Geodetic Survey in June 1991..
 CR0942
 CR0942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR0942
 CR0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0942
 CR0942.The ellipsoidal height was determined by GPS observations
 CR0942.and is referenced to NAD 83.
 CR0942
 CR0942.The geoid height was determined by GEOID03.
 CR0942
 CR0942.The dynamic height is computed by dividing the NAVD 88
 CR0942.geopotential number by the normal gravity value computed on the
 CR0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0942.degrees latitude (g = 980.6199 gals.).
 CR0942
 CR0942.The modeled gravity was interpolated from observed gravity values.
 CR0942
 CR0942;                    North         East     Units Scale Factor Converg.
 CR0942;SPC TXNC     - 2,108,037.711   864,874.500   MT  0.99990229   +1 32 21.8
 CR0942;SPC TXNC     - 6,916,120.39  2,837,509.09   sFT  0.99990229   +1 32 21.8
 CR0942;UTM  15      - 3,611,090.702   248,745.508   MT  1.00037851   -1 26 37.1
 CR0942
 CR0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0942!SPC TXNC     -   0.99998193  x   0.99990229  =   0.99988422
 CR0942!UTM  15      -   0.99998193  x   1.00037851  =   1.00036043
 CR0942
 CR0942                          SUPERSEDED SURVEY CONTROL
 CR0942
 CR0942  ELLIP H (02/20/96)  115.14   (m)                       GP(       ) 1 1
 CR0942  NAD 83(1993)-  32 36 31.87122(N)    095 40 38.88768(W) AD(       ) 3
 CR0942  ELLIP H (02/16/96)  115.13   (m)                       GP(       ) 5 1
 CR0942  ELLIP H (01/21/93)  114.90   (m)                       GP(       ) 4 2
 CR0942  NAD 83(1986)-  32 36 31.87517(N)    095 40 38.87126(W) AD(       ) 3
 CR0942  NAD 27      -  32 36 31.37544(N)    095 40 38.01147(W) AD(       ) 3
 CR0942  NAVD 88 (02/20/96)  141.03   (m)          462.7    (f) LEVELING    3  
 CR0942  NGVD 29 (??/??/92)  141.047  (m)          462.75   (f) ADJ UNCH    2 0
 CR0942
 CR0942.Superseded values are not recommended for survey control.
 CR0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0942.See file dsdata.txt to determine how the superseded data were derived.
 CR0942
 CR0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4874611091(NAD 83)
 CR0942_MARKER: DB = BENCH MARK DISK
 CR0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0942_SP_SET: CONCRETE POST
 CR0942_STAMPING: L 990 1948
 CR0942_MARK LOGO: CGS   
 CR0942_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0942+STABILITY: SURFACE MOTION
 CR0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0942+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0942
 CR0942  HISTORY     - Date     Condition        Report By
 CR0942  HISTORY     - 1948     MONUMENTED       CGS
 CR0942  HISTORY     - 1959     GOOD             USGS
 CR0942  HISTORY     - 19871015 GOOD             NGS
 CR0942  HISTORY     - 19880115 GOOD
 CR0942  HISTORY     - 19950904 GOOD             USPSQD
 CR0942  HISTORY     - 20040605 GOOD             USPSQD
 CR0942  HISTORY     - 20050711 GOOD             USPSQD
 CR0942
 CR0942                          STATION DESCRIPTION
 CR0942
 CR0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0942'5.35 MI S FROM GRAND SALINE.
 CR0942'5.35 MILES SOUTH ALONG STATE HIGHWAY 110 FROM THE TEXAS AND PACIFIC
 CR0942'RAILWAY STATION AT GRAND SALINE, AT AN INTERSECTION WITH A DIRT ROAD,
 CR0942'288.0 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 158.0 FEET
 CR0942'WEST OF AND ACROSS THE HIGHWAY FROM THE WEST CORNER OF A FARMHOUSE,
 CR0942'49.3 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.0 FEET
 CR0942'NORTHWEST OF A POWER POLE, 1.5 FEET SOUTHEAST OF A REFERENCE POST, 0.8
 CR0942'FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 CR0942'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0942
 CR0942                          STATION RECOVERY (1959)
 CR0942
 CR0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CR0942'RECOVERED IN GOOD CONDITION.
 CR0942
 CR0942                          STATION RECOVERY (1987)
 CR0942
 CR0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CR0942'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH OF VAN, 8 KM
 CR0942'(4.95 MI) SOUTH OF GRAND SALINE, AND 87 M (285.4 FT) NORTHWEST OF THE
 CR0942'JUNCTION OF STATE HIGHWAY 110 AND FARM ROAD 1255.
 CR0942'OWNERSHIP--TEXASDEPARTMENT OF HIGHWAYS, AUSTIN, TX.
 CR0942'THE MARK IS SET 15.1 M (49.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CR0942'HIGHWAY, 14.7 M (48.2 FT) NORTHEAST OF A FENCE CORNER, 0.6 M (2.0 FT)
 CR0942'NORTH OF A UTILITY POLE WITH A TRANSFORMER, AND 0.3 M (1.0
 CR0942'FT)SOUTHEAST OF A FENCE.
 CR0942'DESCRIBED BY B.L.L.
 CR0942
 CR0942                          STATION RECOVERY (1988)
 CR0942
 CR0942'RECOVERED 1988
 CR0942'RECOVERED IN GOOD CONDITION.
 CR0942
 CR0942                          STATION RECOVERY (1995)
 CR0942
 CR0942'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0942'RECOVERED IN GOOD CONDITION.
 CR0942
 CR0942                          STATION RECOVERY (2004)
 CR0942
 CR0942'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0942'RECOVERED IN GOOD CONDITION.
 CR0942
 CR0942                          STATION RECOVERY (2005)
 CR0942
 CR0942'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0906 ***********************************************************************
 CR0906  DESIGNATION -  L 991
 CR0906  PID         -  CR0906
 CR0906  STATE/COUNTY-  TX/SMITH
 CR0906  USGS QUAD   -  VAN LAKE (1981)
 CR0906
 CR0906                         *CURRENT SURVEY CONTROL
 CR0906  ___________________________________________________________________
 CR0906* NAD 83(1986)-  32 33 56.     (N)    095 33 33.     (W)     SCALED    
 CR0906* NAVD 88     -       132.593  (meters)     435.02   (feet)  ADJUSTED  
 CR0906  ___________________________________________________________________
 CR0906  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CR0906  DYNAMIC HT  -         132.440 (meters)     434.51  (feet)  COMP
 CR0906  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 CR0906
 CR0906  VERT ORDER  -  SECOND    CLASS 0
 CR0906
 CR0906.The horizontal coordinates were scaled from a topographic map and have
 CR0906.an estimated accuracy of +/- 6 seconds.
 CR0906
 CR0906.The orthometric height was determined by differential leveling
 CR0906.and adjusted by the National Geodetic Survey in June 1991..
 CR0906
 CR0906.The geoid height was determined by GEOID03.
 CR0906
 CR0906.The dynamic height is computed by dividing the NAVD 88
 CR0906.geopotential number by the normal gravity value computed on the
 CR0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0906.degrees latitude (g = 980.6199 gals.).
 CR0906
 CR0906.The modeled gravity was interpolated from observed gravity values.
 CR0906
 CR0906;                    North         East    Units  Estimated Accuracy
 CR0906;SPC TXNC     - 2,103,540.      876,110.      MT  (+/- 180 meters Scaled)
 CR0906
 CR0906                          SUPERSEDED SURVEY CONTROL
 CR0906
 CR0906  NGVD 29 (??/??/92)  132.615  (m)          435.09   (f) ADJ UNCH    2 0
 CR0906
 CR0906.Superseded values are not recommended for survey control.
 CR0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0906.See file dsdata.txt to determine how the superseded data were derived.
 CR0906
 CR0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS597060(NAD 83)
 CR0906_MARKER: DB = BENCH MARK DISK
 CR0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0906_STAMPING: L 991 1948
 CR0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0906+STABILITY: SURFACE MOTION
 CR0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0906+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0906
 CR0906  HISTORY     - Date     Condition        Report By
 CR0906  HISTORY     - 1948     MONUMENTED       CGS
 CR0906  HISTORY     - 19960420 GOOD             USPSQD
 CR0906  HISTORY     - 20040605 GOOD             USPSQD
 CR0906  HISTORY     - 20050712 GOOD             USPSQD
 CR0906
 CR0906                          STATION DESCRIPTION
 CR0906
 CR0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0906'2.35 MI SE FROM JAMESTOWN.
 CR0906'2.35 MILES SOUTHEAST ALONG THE GARDEN VALLEY-JAMESTOWN HIGHWAY FROM
 CR0906'THE CHURCH OF CHRIST AT JAMESTOWN, 1.1 MILES NORTH OF BENCH MARK K
 CR0906'991, AT AN INTERSECTION WITH A NORTHEAST-SOUTHWEST DIRT ROAD, 124.0
 CR0906'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 78.0 FEET NORTHWEST
 CR0906'OF THE CENTER LINE OF THE DIRT ROAD, 13.9 FEET SOUTHEAST OF A 16-INCH
 CR0906'OAK TREE, 1.5 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 CR0906'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0906
 CR0906                          STATION RECOVERY (1996)
 CR0906
 CR0906'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0906'RECOVERED IN GOOD CONDITION.
 CR0906
 CR0906                          STATION RECOVERY (2004)
 CR0906
 CR0906'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0906'NOTE  MARK IS 68 FEET NORTH OF COUNTY RD. 448 AT EDGE OF POND.
 CR0906
 CR0906                          STATION RECOVERY (2005)
 CR0906
 CR0906'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0713 ***********************************************************************
 CR0713  DESIGNATION -  L 992
 CR0713  PID         -  CR0713
 CR0713  STATE/COUNTY-  TX/VAN ZANDT
 CR0713  USGS QUAD   -  MURCHISON EAST (1984)
 CR0713
 CR0713                         *CURRENT SURVEY CONTROL
 CR0713  ___________________________________________________________________
 CR0713* NAD 83(1986)-  32 22 10.     (N)    095 40 31.     (W)     SCALED    
 CR0713* NAVD 88     -       158.245  (meters)     519.18   (feet)  ADJUSTED  
 CR0713  ___________________________________________________________________
 CR0713  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0713  DYNAMIC HT  -         158.061 (meters)     518.57  (feet)  COMP
 CR0713  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 CR0713
 CR0713  VERT ORDER  -  SECOND    CLASS 0
 CR0713
 CR0713.The horizontal coordinates were scaled from a topographic map and have
 CR0713.an estimated accuracy of +/- 6 seconds.
 CR0713
 CR0713.The orthometric height was determined by differential leveling
 CR0713.and adjusted by the National Geodetic Survey in June 1991..
 CR0713
 CR0713.The geoid height was determined by GEOID03.
 CR0713
 CR0713.The dynamic height is computed by dividing the NAVD 88
 CR0713.geopotential number by the normal gravity value computed on the
 CR0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0713.degrees latitude (g = 980.6199 gals.).
 CR0713
 CR0713.The modeled gravity was interpolated from observed gravity values.
 CR0713
 CR0713;                    North         East    Units  Estimated Accuracy
 CR0713;SPC TXNC     - 2,081,510.      865,790.      MT  (+/- 180 meters Scaled)
 CR0713
 CR0713                          SUPERSEDED SURVEY CONTROL
 CR0713
 CR0713  NGVD 29 (??/??/92)  158.265  (m)          519.24   (f) ADJ UNCH    2 0
 CR0713
 CR0713.Superseded values are not recommended for survey control.
 CR0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0713.See file dsdata.txt to determine how the superseded data were derived.
 CR0713
 CR0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR482845(NAD 83)
 CR0713_MARKER: DB = BENCH MARK DISK
 CR0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0713_STAMPING: L 992 1948
 CR0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0713+STABILITY: SURFACE MOTION
 CR0713
 CR0713  HISTORY     - Date     Condition        Report By
 CR0713  HISTORY     - 1948     MONUMENTED       CGS
 CR0713  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0713
 CR0713                          STATION DESCRIPTION
 CR0713
 CR0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0713'5.45 MI N FROM OPELIKA.
 CR0713'5.45 MILES NORTH ALONG THE OPELIKA-PINE BLUFF SCHOOL ROAD FROM THE
 CR0713'BAPTIST CHURCH AT OPELIKA, 0.7 MILE SOUTH OF THE PINE BLUFF SCHOOL, AT
 CR0713'AN INTERSECTION WITH AN EAST-WEST TRAIL, 63.0 FEET WEST OF THE CENTER
 CR0713'LINE OF THE ROAD, 41.1 FEET WEST OF A 36-INCH OAK TREE, 14.0 FEET
 CR0713'SOUTH OF THE CENTER LINE OF A TRAIL, 1.5 FEET EAST OF A REFERENCE
 CR0713'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CR0713'GROUND.
 CR0713
 CR0713                          STATION RECOVERY (1995)
 CR0713
 CR0713'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0668 ***********************************************************************
 CR0668  DESIGNATION -  L 993
 CR0668  PID         -  CR0668
 CR0668  STATE/COUNTY-  TX/VAN ZANDT
 CR0668  USGS QUAD   -  MURCHISON WEST (1984)
 CR0668
 CR0668                         *CURRENT SURVEY CONTROL
 CR0668  ___________________________________________________________________
 CR0668* NAD 83(1986)-  32 22 10.     (N)    095 50 53.     (W)     SCALED    
 CR0668* NAVD 88     -       158.038  (meters)     518.50   (feet)  ADJUSTED  
 CR0668  ___________________________________________________________________
 CR0668  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0668  DYNAMIC HT  -         157.856 (meters)     517.90  (feet)  COMP
 CR0668  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 CR0668
 CR0668  VERT ORDER  -  SECOND    CLASS 0
 CR0668
 CR0668.The horizontal coordinates were scaled from a topographic map and have
 CR0668.an estimated accuracy of +/- 6 seconds.
 CR0668
 CR0668.The orthometric height was determined by differential leveling
 CR0668.and adjusted by the National Geodetic Survey in June 1991..
 CR0668
 CR0668.The geoid height was determined by GEOID03.
 CR0668
 CR0668.The dynamic height is computed by dividing the NAVD 88
 CR0668.geopotential number by the normal gravity value computed on the
 CR0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0668.degrees latitude (g = 980.6199 gals.).
 CR0668
 CR0668.The modeled gravity was interpolated from observed gravity values.
 CR0668
 CR0668;                    North         East    Units  Estimated Accuracy
 CR0668;SPC TXNC     - 2,081,080.      849,540.      MT  (+/- 180 meters Scaled)
 CR0668
 CR0668                          SUPERSEDED SURVEY CONTROL
 CR0668
 CR0668  NGVD 29 (??/??/92)  158.050  (m)          518.54   (f) ADJ UNCH    2 0
 CR0668
 CR0668.Superseded values are not recommended for survey control.
 CR0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0668.See file dsdata.txt to determine how the superseded data were derived.
 CR0668
 CR0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR320849(NAD 83)
 CR0668_MARKER: DB = BENCH MARK DISK
 CR0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0668_STAMPING: L 993 1948
 CR0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0668+STABILITY: SURFACE MOTION
 CR0668
 CR0668  HISTORY     - Date     Condition        Report By
 CR0668  HISTORY     - 1948     MONUMENTED       CGS
 CR0668  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0668  HISTORY     - 20040608 MARK NOT FOUND   USPSQD
 CR0668
 CR0668                          STATION DESCRIPTION
 CR0668
 CR0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0668'11.5 MI N FROM ATHENS.
 CR0668'11.5 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0668'ON TOP OF A RISE, 113.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CR0668'SMALL FARMHOUSE, 58.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.4
 CR0668'FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE, SET IN THE
 CR0668'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0668
 CR0668                          STATION RECOVERY (1995)
 CR0668
 CR0668'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0668'MARK NOT FOUND.
 CR0668
 CR0668                          STATION RECOVERY (2004)
 CR0668
 CR0668'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0320 ***********************************************************************
 CR0320  DESIGNATION -  L 994
 CR0320  PID         -  CR0320
 CR0320  STATE/COUNTY-  TX/WOOD
 CR0320  USGS QUAD   -  MINEOLA (1981)
 CR0320
 CR0320                         *CURRENT SURVEY CONTROL
 CR0320  ___________________________________________________________________
 CR0320* NAD 83(1986)-  32 38 15.     (N)    095 28 13.     (W)     SCALED    
 CR0320* NAVD 88     -       105.786  (meters)     347.07   (feet)  ADJUSTED  
 CR0320  ___________________________________________________________________
 CR0320  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CR0320  DYNAMIC HT  -         105.666 (meters)     346.67  (feet)  COMP
 CR0320  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 CR0320
 CR0320  VERT ORDER  -  FIRST     CLASS II
 CR0320
 CR0320.The horizontal coordinates were scaled from a topographic map and have
 CR0320.an estimated accuracy of +/- 6 seconds.
 CR0320
 CR0320.The orthometric height was determined by differential leveling
 CR0320.and adjusted by the National Geodetic Survey in June 1991..
 CR0320
 CR0320.The geoid height was determined by GEOID03.
 CR0320
 CR0320.The dynamic height is computed by dividing the NAVD 88
 CR0320.geopotential number by the normal gravity value computed on the
 CR0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0320.degrees latitude (g = 980.6199 gals.).
 CR0320
 CR0320.The modeled gravity was interpolated from observed gravity values.
 CR0320
 CR0320;                    North         East    Units  Estimated Accuracy
 CR0320;SPC TXNC     - 2,111,760.      884,220.      MT  (+/- 180 meters Scaled)
 CR0320
 CR0320                          SUPERSEDED SURVEY CONTROL
 CR0320
 CR0320  NGVD 29 (??/??/92)  105.813  (m)          347.15   (f) ADJ UNCH    1 2
 CR0320
 CR0320.Superseded values are not recommended for survey control.
 CR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0320.See file dsdata.txt to determine how the superseded data were derived.
 CR0320
 CR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS682137(NAD 83)
 CR0320_MARKER: DB = BENCH MARK DISK
 CR0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0320_STAMPING: L 994 1948
 CR0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0320+STABILITY: SURFACE MOTION
 CR0320
 CR0320  HISTORY     - Date     Condition        Report By
 CR0320  HISTORY     - 1948     MONUMENTED       CGS
 CR0320  HISTORY     - 1959     GOOD             NGS
 CR0320  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0320
 CR0320                          STATION DESCRIPTION
 CR0320
 CR0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0320'2.3 MI S FROM MINEOLA.
 CR0320'ABOUT 2.3 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0320'FROM THE TEXAS AND PACIFIC RAILROAD STATION AT MINEOLA, 2 1/2 POLES
 CR0320'NORTH OF MILEPOST 42, 102 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 160
 CR0320'FEET WEST OF THE CENTER OF A PAVED ROAD CROSSING, 35 1/2 FEET SOUTH OF
 CR0320'A 15-INCH OAK TREE WHICH IS IN A FENCE LINE, 31 FEET NORTHWEST OF THE
 CR0320'CENTER LINE OF A PAVED ROAD, 2 FEET NORTHEAST OF THE NORTH GATE POST,
 CR0320'1 FOOT EAST OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS,
 CR0320'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CR0320
 CR0320                          STATION RECOVERY (1995)
 CR0320
 CR0320'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0105 ***********************************************************************
 CS0105  DESIGNATION -  L 996
 CS0105  PID         -  CS0105
 CS0105  STATE/COUNTY-  TX/KAUFMAN
 CS0105  USGS QUAD   -  KAUFMAN (1963)
 CS0105
 CS0105                         *CURRENT SURVEY CONTROL
 CS0105  ___________________________________________________________________
 CS0105* NAD 83(1986)-  32 34 20.     (N)    096 18 38.     (W)     SCALED    
 CS0105* NAVD 88     -       133.587  (meters)     438.28   (feet)  ADJUSTED  
 CS0105  ___________________________________________________________________
 CS0105  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0105  DYNAMIC HT  -         133.438 (meters)     437.79  (feet)  COMP
 CS0105  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 CS0105
 CS0105  VERT ORDER  -  SECOND    CLASS 0
 CS0105
 CS0105.The horizontal coordinates were scaled from a topographic map and have
 CS0105.an estimated accuracy of +/- 6 seconds.
 CS0105
 CS0105.The orthometric height was determined by differential leveling
 CS0105.and adjusted by the National Geodetic Survey in June 1991..
 CS0105
 CS0105.The geoid height was determined by GEOID03.
 CS0105
 CS0105.The dynamic height is computed by dividing the NAVD 88
 CS0105.geopotential number by the normal gravity value computed on the
 CS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0105.degrees latitude (g = 980.6199 gals.).
 CS0105
 CS0105.The modeled gravity was interpolated from observed gravity values.
 CS0105
 CS0105;                    North         East    Units  Estimated Accuracy
 CS0105;SPC TXNC     - 2,102,560.      805,560.      MT  (+/- 180 meters Scaled)
 CS0105
 CS0105                          SUPERSEDED SURVEY CONTROL
 CS0105
 CS0105  NGVD 29 (??/??/92)  133.589  (m)          438.28   (f) ADJ UNCH    2 0
 CS0105
 CS0105.Superseded values are not recommended for survey control.
 CS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0105.See file dsdata.txt to determine how the superseded data were derived.
 CS0105
 CS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB524070(NAD 83)
 CS0105_MARKER: DB = BENCH MARK DISK
 CS0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0105_STAMPING: L 996 1948
 CS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0105+STABILITY: SURFACE MOTION
 CS0105
 CS0105  HISTORY     - Date     Condition        Report By
 CS0105  HISTORY     - 1948     MONUMENTED       CGS
 CS0105  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0105
 CS0105                          STATION DESCRIPTION
 CS0105
 CS0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0105'1.15 MI S FROM KAUFMAN.
 CS0105'1.15 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURTHOUSE AT
 CS0105'KAUFMAN, 0.15 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 34 AND
 CS0105'U. S. HIGHWAY 175, AT THE KAUFMAN AIRPORT, 139.6 FEET SOUTH OF THE
 CS0105'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT, 86.3
 CS0105'FEET SOUTHEAST OF STATE HIGHWAY 34, 69.0 FEET NORTHEAST OF THE CENTER
 CS0105'LINE OF THE MAIN ENTRANCE (SOUTHWESTERLY ONE OF TWO ENTRANCES), 44.9
 CS0105'FEET NORTHEAST OF THE EAST CORNER OF A SMALL OFFICE BUILDING, 2.6 FEET
 CS0105'SOUTHWEST OF AN IRON PIPE SUPPORTING A WIND SOCK, AND SET IN THE TOP
 CS0105'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CS0105
 CS0105                          STATION RECOVERY (1962)
 CS0105
 CS0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0976 ***********************************************************************
 CR0976  DESIGNATION -  L 997
 CR0976  PID         -  CR0976
 CR0976  STATE/COUNTY-  TX/VAN ZANDT
 CR0976  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0976
 CR0976                         *CURRENT SURVEY CONTROL
 CR0976  ___________________________________________________________________
 CR0976* NAD 83(1986)-  32 32 45.     (N)    095 55 21.     (W)     SCALED    
 CR0976* NAVD 88     -       152.536  (meters)     500.45   (feet)  ADJUSTED  
 CR0976  ___________________________________________________________________
 CR0976  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CR0976  DYNAMIC HT  -         152.362 (meters)     499.87  (feet)  COMP
 CR0976  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CR0976
 CR0976  VERT ORDER  -  SECOND    CLASS 0
 CR0976
 CR0976.The horizontal coordinates were scaled from a topographic map and have
 CR0976.an estimated accuracy of +/- 6 seconds.
 CR0976
 CR0976.The orthometric height was determined by differential leveling
 CR0976.and adjusted by the National Geodetic Survey in June 1991..
 CR0976
 CR0976.The geoid height was determined by GEOID03.
 CR0976
 CR0976.The dynamic height is computed by dividing the NAVD 88
 CR0976.geopotential number by the normal gravity value computed on the
 CR0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0976.degrees latitude (g = 980.6199 gals.).
 CR0976
 CR0976.The modeled gravity was interpolated from observed gravity values.
 CR0976
 CR0976;                    North         East    Units  Estimated Accuracy
 CR0976;SPC TXNC     - 2,100,460.      842,060.      MT  (+/- 180 meters Scaled)
 CR0976
 CR0976                          SUPERSEDED SURVEY CONTROL
 CR0976
 CR0976  NGVD 29 (??/??/92)  152.548  (m)          500.48   (f) ADJ UNCH    2 0
 CR0976
 CR0976.Superseded values are not recommended for survey control.
 CR0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0976.See file dsdata.txt to determine how the superseded data were derived.
 CR0976
 CR0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS255047(NAD 83)
 CR0976_MARKER: DB = BENCH MARK DISK
 CR0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0976_STAMPING: L 997 1948
 CR0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0976+STABILITY: SURFACE MOTION
 CR0976
 CR0976  HISTORY     - Date     Condition        Report By
 CR0976  HISTORY     - 1948     MONUMENTED       CGS
 CR0976  HISTORY     - 19950914 GOOD             USPSQD
 CR0976
 CR0976                          STATION DESCRIPTION
 CR0976
 CR0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0976'3.0 MI W FROM CANTON.
 CR0976'3.0 MILES WEST ALONG STATE HIGHWAY 243 FROM THE JUNCTION OF STATE
 CR0976'HIGHWAYS 198 AND 243 AT THE SOUTH EDGE OF CANTON, AT A ROAD JUNCTION,
 CR0976'267.0 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 CR0976'SOUTHWEST, 107 YARDS (PACED) SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 CR0976'A FARMHOUSE, 58.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 54.0
 CR0976'FEET WEST OF THE WEST END OF A WOODEN GATE, 1.2 FEET NORTH OF A FENCE,
 CR0976'2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CR0976'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0976
 CR0976                          STATION RECOVERY (1995)
 CR0976
 CR0976'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0648 ***********************************************************************
 CR0648  DESIGNATION -  L 998
 CR0648  PID         -  CR0648
 CR0648  STATE/COUNTY-  TX/VAN ZANDT
 CR0648  USGS QUAD   -  PHALBA (1984)
 CR0648
 CR0648                         *CURRENT SURVEY CONTROL
 CR0648  ___________________________________________________________________
 CR0648* NAD 83(1986)-  32 28 48.     (N)    095 56 23.     (W)     SCALED    
 CR0648* NAVD 88     -       146.444  (meters)     480.46   (feet)  ADJUSTED  
 CR0648  ___________________________________________________________________
 CR0648  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CR0648  DYNAMIC HT  -         146.277 (meters)     479.91  (feet)  COMP
 CR0648  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CR0648
 CR0648  VERT ORDER  -  SECOND    CLASS 0
 CR0648
 CR0648.The horizontal coordinates were scaled from a topographic map and have
 CR0648.an estimated accuracy of +/- 6 seconds.
 CR0648
 CR0648.The orthometric height was determined by differential leveling
 CR0648.and adjusted by the National Geodetic Survey in June 1991..
 CR0648
 CR0648.The geoid height was determined by GEOID03.
 CR0648
 CR0648.The dynamic height is computed by dividing the NAVD 88
 CR0648.geopotential number by the normal gravity value computed on the
 CR0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0648.degrees latitude (g = 980.6199 gals.).
 CR0648
 CR0648.The modeled gravity was interpolated from observed gravity values.
 CR0648
 CR0648;                    North         East    Units  Estimated Accuracy
 CR0648;SPC TXNC     - 2,093,120.      840,620.      MT  (+/- 180 meters Scaled)
 CR0648
 CR0648                          SUPERSEDED SURVEY CONTROL
 CR0648
 CR0648  NGVD 29 (??/??/92)  146.453  (m)          480.49   (f) ADJ UNCH    2 0
 CR0648
 CR0648.Superseded values are not recommended for survey control.
 CR0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0648.See file dsdata.txt to determine how the superseded data were derived.
 CR0648
 CR0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR237974(NAD 83)
 CR0648_MARKER: DB = BENCH MARK DISK
 CR0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0648_STAMPING: L 998 1948
 CR0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0648+STABILITY: SURFACE MOTION
 CR0648
 CR0648  HISTORY     - Date     Condition        Report By
 CR0648  HISTORY     - 1948     MONUMENTED       CGS
 CR0648  HISTORY     - 1949     GOOD             NGS
 CR0648  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0648
 CR0648                          STATION DESCRIPTION
 CR0648
 CR0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CR0648'0.5 MI SW FROM JACKSON.
 CR0648'0.5 MILE SOUTHWEST ALONG THE JACKSON-WHITON SCHOOL ROAD FROM THE
 CR0648'ELEMENTARY SCHOOL AT JACKSON, 0.2 MILE NORTHEAST OF A ROAD JUNCTION,
 CR0648'77.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 22.7 FEET SOUTH OF
 CR0648'THE SOUTHWEST CORNER OF A VACANT FARMHOUSE, 6.5 FEET EAST OF THE MOST
 CR0648'WESTERLY TREE IN A ROW OF COTTONWOOD TREES, 1.5 FEET WEST OF A
 CR0648'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CR0648'FOOT ABOVE THE GROUND.
 CR0648
 CR0648                          STATION RECOVERY (1995)
 CR0648
 CR0648'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1509 ***********************************************************************
 BY1509  DESIGNATION -  L 999
 BY1509  PID         -  BY1509
 BY1509  STATE/COUNTY-  TX/HOUSTON
 BY1509  USGS QUAD   -  BEREA (1951)
 BY1509
 BY1509                         *CURRENT SURVEY CONTROL
 BY1509  ___________________________________________________________________
 BY1509* NAD 83(1986)-  31 19 53.     (N)    095 15 04.     (W)     SCALED    
 BY1509* NAVD 88     -       124.80   (+/-2cm)     409.4    (feet)  VERTCON   
 BY1509  ___________________________________________________________________
 BY1509  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1509
 BY1509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1509
 BY1509.The horizontal coordinates were scaled from a topographic map and have
 BY1509.an estimated accuracy of +/- 6 seconds.
 BY1509
 BY1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1509.The vertical order pertains to the NGVD 29 superseded value.
 BY1509
 BY1509.The geoid height was determined by GEOID03.
 BY1509
 BY1509;                    North         East    Units  Estimated Accuracy
 BY1509;SPC TX C     - 3,195,590.    1,183,470.      MT  (+/- 180 meters Scaled)
 BY1509
 BY1509                          SUPERSEDED SURVEY CONTROL
 BY1509
 BY1509  NGVD 29 (??/??/92)  124.803  (m)          409.46   (f) ADJ UNCH    2 0
 BY1509
 BY1509.Superseded values are not recommended for survey control.
 BY1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1509.See file dsdata.txt to determine how the superseded data were derived.
 BY1509
 BY1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ858685(NAD 83)
 BY1509_MARKER: DB = BENCH MARK DISK
 BY1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1509_STAMPING: L 999 1948
 BY1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1509+STABILITY: SURFACE MOTION
 BY1509
 BY1509  HISTORY     - Date     Condition        Report By
 BY1509  HISTORY     - 1948     MONUMENTED       CGS
 BY1509
 BY1509                          STATION DESCRIPTION
 BY1509
 BY1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1509'5.10 MI S FROM KENNARD.
 BY1509'4.25 MILES WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF NATIONAL
 BY1509'FOREST HIGHWAY 25 AT KENNARD, THENCE 1.05 MILES SOUTH ALONG NATIONAL
 BY1509'FOREST HIGHWAY 14, 88.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 BY1509'FARMHOUSE WHICH IS SITUATED ON TOP OF A HILL, 57.6 FEET SOUTH OF A
 BY1509'16-INCH SYCAMORE TREE, 37.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 BY1509'HIGHWAY, 12.4 FEET NORTH OF A FENCE CORNER, 1.1 FEET NORTH OF A
 BY1509'REFERENCE POST, 0.9 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 BY1509'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2072 ***********************************************************************
 AN2072  DESIGNATION -  LA BAHIA
 AN2072  PID         -  AN2072
 AN2072  STATE/COUNTY-  TX/GOLIAD
 AN2072  USGS QUAD   -  LIVE OAK LAKE (1987)
 AN2072
 AN2072                         *CURRENT SURVEY CONTROL
 AN2072  ___________________________________________________________________
 AN2072* NAD 83(1993)-  28 34 20.30591(N)    097 22 01.65283(W)     ADJUSTED  
 AN2072* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 AN2072  ___________________________________________________________________
 AN2072  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AN2072  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN2072
 AN2072  HORZ ORDER  -  SECOND
 AN2072
 AN2072.The horizontal coordinates were established by classical geodetic methods
 AN2072.and adjusted by the National Geodetic Survey in February 1996..
 AN2072
 AN2072.The orthometric height was scaled from a topographic map.
 AN2072
 AN2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2072
 AN2072.The geoid height was determined by GEOID03.
 AN2072
 AN2072;                    North         East     Units Scale Factor Converg.
 AN2072;SPC TXSC     - 4,083,015.496   759,743.003   MT  0.99995112   +0 47 59.9
 AN2072;SPC TXSC     -13,395,693.34  2,492,590.17   sFT  0.99995112   +0 47 59.9
 AN2072;UTM  14      - 3,161,691.007   659,703.913   MT  0.99991477   +0 46 52.0
 AN2072
 AN2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2072!SPC TXSC     -   0.99999629  x   0.99995112  =   0.99994741
 AN2072!UTM  14      -   0.99999629  x   0.99991477  =   0.99991106
 AN2072
 AN2072|---------------------------------------------------------------------|
 AN2072| PID    Reference Object                     Distance      Geod. Az  |
 AN2072|                                                           dddmmss.s |
 AN2072| CV5414 LA BAHIA RM 1                        34.516 METERS 05559     |
 AN2072| CV5415 LA BAHIA RM 2                        21.826 METERS 15847     |
 AN2072| CV5413 LA BAHIA AZ MK                                     3404349.2 |
 AN2072|---------------------------------------------------------------------|
 AN2072
 AN2072                          SUPERSEDED SURVEY CONTROL
 AN2072
 AN2072  NAD 83(1986)-  28 34 20.31337(N)    097 22 01.63624(W) AD(       ) 2
 AN2072  NAD 27      -  28 34 19.32600(N)    097 22 00.66600(W) AD(       ) 2
 AN2072
 AN2072.Superseded values are not recommended for survey control.
 AN2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2072.See file dsdata.txt to determine how the superseded data were derived.
 AN2072
 AN2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS5970461691(NAD 83)
 AN2072_MARKER: DS = TRIANGULATION STATION DISK
 AN2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2072
 AN2072  HISTORY     - Date     Condition        Report By
 AN2072  HISTORY     - 1952     MONUMENTED       CGS
 AN2072
 AN2072                          STATION DESCRIPTION
 AN2072
 AN2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2072'THE STATION IS LOCATED ABOUT 7 MI. SSE OF GOLIAD, 0.05 MI.
 AN2072'S OF A CONCRETE BRIDGE, 54 FEET W OF THE CENTER LINE OF U.S.
 AN2072'HWY 183, 10 FEET SW OF A WITNESS POST, 8 FEET E OF A FENCE
 AN2072'LINE, AND ON THE HWY RIGHT OF WAY.
 AN2072'
 AN2072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS 59 AND
 AN2072'183 IN GOLIAD.  GO S ON THE U.S. HWY 183 FOR 6.6 MI. TO THE
 AN2072'AZIMUTH MARK ON THE LEFT.  CONTINUE S FOR 0.2 MI. TO THE STATION
 AN2072'ON THE RIGHT W OF THE HIGHWAY.
 AN2072'
 AN2072'THE STATION MARK, STAMPED LA BAHIA 1952, IS A STANDARD DISK
 AN2072'SET IN THE TOP OF A CONCRETE POST THAT IS 8 INCHES BELOW
 AN2072'THE SURFACE OF THE GROUND.
 AN2072'
 AN2072'REFERENCE MARK NO. 1, STAMPED LA BAHIA NO 1 1952, IS A STANDARD
 AN2072'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2072'IT IS 63 FEET E OF THE CENTER LINE OF U.S. HWY 183 AND 1
 AN2072'FOOT W OF A FENCE LINE.
 AN2072'
 AN2072'REFERENCE MARK NO. 2, STAMPED LA BAHIA NO 2 1952, IS A STANDARD
 AN2072'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2072'IT IS 60 FEET W OF THE CENTER LINE OF U.S. HWY 183 AND 1 FOOT
 AN2072'E OF A FENCE LINE.
 AN2072'
 AN2072'THE AZIMUTH MARK, STAMPED LA BAHIA 1952, IS A STANDARD DISK
 AN2072'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2072'IT IS 50 FEET E OF THE CENTER LINE OF U.S. HWY 183, 2 FEET
 AN2072'S OF A WITNESS POST AND 1 FOOT W OF A FENCE LINE.
 AN2072'
 AN2072'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1443 ***********************************************************************
 AE1443  DESIGNATION -  LA BLANCA
 AE1443  PID         -  AE1443
 AE1443  STATE/COUNTY-  TX/BROOKS
 AE1443  USGS QUAD   -  SANTA ELENA (1993)
 AE1443
 AE1443                         *CURRENT SURVEY CONTROL
 AE1443  ___________________________________________________________________
 AE1443* NAD 83(1993)-  26 50 37.10897(N)    098 23 48.69425(W)     ADJUSTED  
 AE1443* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 AE1443  ___________________________________________________________________
 AE1443  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AE1443  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AE1443
 AE1443  HORZ ORDER  -  FIRST
 AE1443
 AE1443.The horizontal coordinates were established by classical geodetic methods
 AE1443.and adjusted by the National Geodetic Survey in February 1996..
 AE1443
 AE1443.The orthometric height was scaled from a topographic map.
 AE1443
 AE1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1443
 AE1443.The geoid height was determined by GEOID03.
 AE1443
 AE1443;                    North         East     Units Scale Factor Converg.
 AE1443;SPC TX S     - 5,130,403.012   310,250.277   MT  0.99989855   +0 02 48.6
 AE1443;SPC TX S     -16,831,997.22  1,017,879.45   sFT  0.99989855   +0 02 48.6
 AE1443;UTM  14      - 2,969,259.705   559,923.899   MT  0.99964433   +0 16 20.5
 AE1443
 AE1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1443!SPC TX S     -   0.99999198  x   0.99989855  =   0.99989053
 AE1443!UTM  14      -   0.99999198  x   0.99964433  =   0.99963631
 AE1443
 AE1443|---------------------------------------------------------------------|
 AE1443| PID    Reference Object                     Distance      Geod. Az  |
 AE1443|                                                           dddmmss.s |
 AE1443| CV2526 LA BLANCA RM 1                       25.698 METERS 07003     |
 AE1443| CV2525 LA BLANCA AZ MK 2                                  0885553.1 |
 AE1443| CV2527 LA BLANCA RM 2                       32.851 METERS 17508     |
 AE1443| CV2524 LA BLANCA AZ MK                                    2842000.9 |
 AE1443|---------------------------------------------------------------------|
 AE1443
 AE1443                          SUPERSEDED SURVEY CONTROL
 AE1443
 AE1443  NAD 83(1986)-  26 50 37.11559(N)    098 23 48.66323(W) AD(       ) 1
 AE1443  NAD 27      -  26 50 35.93200(N)    098 23 47.61500(W) AD(       ) 1
 AE1443
 AE1443.Superseded values are not recommended for survey control.
 AE1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1443.See file dsdata.txt to determine how the superseded data were derived.
 AE1443
 AE1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5992469260(NAD 83)
 AE1443_MARKER: DS = TRIANGULATION STATION DISK
 AE1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1443
 AE1443  HISTORY     - Date     Condition        Report By
 AE1443  HISTORY     - 1935     MONUMENTED       CGS
 AE1443  HISTORY     - 1938     GOOD             TXGS
 AE1443  HISTORY     - 1961     GOOD             CGS
 AE1443
 AE1443                          STATION DESCRIPTION
 AE1443
 AE1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1443'STATION IS LOCATED ON THE LA BLANCA RANCH, ABOUT 1.0 MILE
 AE1443'E OF THE JIM HOGG-BROOKS COUNTY LINE, AND 4-3/4 MILES A
 AE1443'LITTLE W OF N OF THE TRI-COUNTY CORNER OF BROOKS, STARR AND
 AE1443'JIM HOGG COUNTIES.
 AE1443'
 AE1443'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE1443'BRONZE DISKS SET IN CONCRETE.
 AE1443'
 AE1443'REFERENCE MARK NO. 1 IS ENE OF STATION.
 AE1443'
 AE1443'REFERENCE MARK NO. 2 IS S OF STATION.
 AE1443'
 AE1443'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE W OF STATION, 15 FEET
 AE1443'N OF CENTER LINE OF E AND W ROAD.
 AE1443'
 AE1443'STATION IS REACHED FROM RAILROAD DEPOT IN MONTE CHRISTO
 AE1443'BY GOING W 2.0 MILES TO T-ROAD, TURN RIGHT (N) 4.2 MILES
 AE1443'TO T-ROAD, TURN LEFT (W) 1.4 MILES, TURN RIGHT (N) AND FOLLOW
 AE1443'MAIN ROAD 9.85 MILES TO T-ROAD, TURN LEFT (W) AND GO 1.6 MILES
 AE1443'TO SAM LANE SCHOOL, CONTINUE ON MAIN ROAD 2.25 MILES, TURN
 AE1443'LEFT FOR 0.8 MILE TO CATTLE GUARD AND TWO CABINS, THEN CONTINUE
 AE1443'ON MAIN ROAD N FOR 3.05 MILES TO A GIN AT THE LA REFORMA RANCH,
 AE1443'THEN GO SW FOR 0.25 MILE TO A ROAD FORK, FOLLOW RIGHT FORK
 AE1443'FOR 3.9 MILES TO EL CENTRO, THENCE RIGHT (N) 2.25 MILES
 AE1443'TO T-ROAD, THEN TURN LEFT (W) FOR 2.3 MILES TO SITE OF
 AE1443'STATION ISIDRO, THEN CONTINUE W FOR 3.15 MILES TO T-ROAD,
 AE1443'TURN RIGHT (N) FOR 3.55 MILES TO GATE AT END OF ROAD AT
 AE1443'SANTA ELENA RANCH, CONTINUE N THROUGH GATE ON SANDY
 AE1443'TRAIL FOR 2.65 MILES TO GATE ON LEFT AT EL UNION RANCH,
 AE1443'TURN LEFT THROUGH GATE AND GO 2.9 MILES TO PARTICION
 AE1443'RANCH.  FROM HERE TAKE ROAD LEADING E AT BACK OF STUCCO
 AE1443'HOUSE TO A GATE, GO THROUGH THIS GATE, CROSS THE LANE AND
 AE1443'GO THROUGH A SECOND GATE, THEN TAKE FIELD ROAD LEADING
 AE1443'IN A GENERAL NORTHEASTERLY DIRECTION FOR 3.25 MILES TO A
 AE1443'WINDMILL.  PASS ALONG N SIDE OF WINDMILL AND CONTINUE E FOR
 AE1443'1.55 MILES TO A GATE, PASS THROUGH GATE AND GO 0.8 MILE
 AE1443'TO ROAD FORK, TAKE RIGHT FORK (LEFT FORK LEADS TO WINDMILL 1/2
 AE1443'MILE N) AND GO 0.85 MILE TO ANOTHER WINDMILL.  MARK IS SET
 AE1443'ON CONICAL MOUND OF EARTH ABOUT 450 FEET E OF
 AE1443'WINDMILL.
 AE1443'
 AE1443'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AE1443
 AE1443                          STATION RECOVERY (1938)
 AE1443
 AE1443'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 AE1443'STATION, AZIMUTH AND REFERENCE MARKS ARE IN GOOD CONDITION.
 AE1443'ORIGINAL DESCRIPTION IS GOOD.
 AE1443
 AE1443                          STATION RECOVERY (1961)
 AE1443
 AE1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1443'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 AE1443'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 AE1443'FOR BUT NOT RECOVERED.  THE DISTANCE AND DIRECTION TO REFERENCE
 AE1443'MARK NO. 1 WAS VERIFIED.  THE DIRECTION TO REFERENCE MARK NO. 2
 AE1443'WAS VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND
 AE1443'TO BE 0.03 FOOT SHORTER THAN PREVIOUSLY MEASURED.  A NEW AZIMUTH
 AE1443'MARK WAS ESTABLISHED BY THIS PARTY.
 AE1443'
 AE1443'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 AE1443'
 AE1443'THE STATION IS APPROXIMATELY 17-1/4 MILES SOUTHWEST OF ENCINO,
 AE1443'13 MILES EAST OF THE SMALL VILLAGE OF AGUA NUEVA, 4-1/2
 AE1443'MILES NORTHEAST OF THE TRICOUNTY CORNER OF BROOKS, STARR
 AE1443'AND JIM HOGG COUNTIES, 2 MILES EAST OF THE JIM HOGG - BROOKS
 AE1443'COUNTY LINE, AND ON PROPERTY OWNED BY MR. STANLEY MARSHALL
 AE1443'WHO LIVES 15 MILES WEST OF HEBRONVILLE.
 AE1443'
 AE1443'TO REACH THE STATION FROM THE POST OFFICE IN ENCINO, GO SOUTH
 AE1443'ON U.S. HIGHWAY 281 FOR 3.6 MILES TO A SIDE ROAD ON THE RIGHT
 AE1443'(FARM ROAD 755) IN THE VILLAGE OF RACHAL.  TURN RIGHT, WEST,
 AE1443'ON FARM ROAD 755 FOR 7.3 MILES TO A ROAD FORK.  BEAR RIGHT,
 AE1443'NORTH, ON FARM ROAD 430 FOR 2 MILES TO WHERE THE MAIN ROAD
 AE1443'TURNS LEFT.  TURN LEFT, WEST, ON FARM ROAD 430 FOR 3.25 MILES
 AE1443'TO WHERE THE MAIN ROAD TURNS LEFT AT THE END OF THE PAVEMENT
 AE1443'AND A CLICHE ROAD GOES STRAIGHT AHEAD.  TURN LEFT, SOUTH,
 AE1443'FOR 1 MILE ON THE GRADED ROAD TO A SIDE ROAD ON THE RIGHT.
 AE1443'TURN RIGHT, WEST, ON A GRADED ROAD FOR 1.5 MILES TO A SIDE
 AE1443'ROAD ON THE LEFT.  CONTINUE WEST FOR 0.05 MILE TO A
 AE1443'CROSSROAD AT THE ENTRANCE TO SOME RANCH BUILDINGS.  CONTINUE
 AE1443'STRAIGHT AHEAD ON GRADED ROAD FOR 0.1 MILE TO A ROAD FORK.
 AE1443'BEAR LEFT FOR 0.1 MILE TO A ROAD FORK, JUST PAST A
 AE1443'CATTLE GUARD.  BEAR RIGHT, WEST, ON THE GRADED ROAD FOR
 AE1443'0.25 MILE TO THE WEST ONE OF TWO CATTLE GUARDS.  CROSS
 AE1443'CATTLE GUARD AND CONTINUE WEST ON THE GRADED ROAD FOR 4.35
 AE1443'MILES TO ROAD FORK AT A SIGN OF FLYING RED HORSE.  BEAR
 AE1443'LEFT, SOUTH, ON GRADED ROAD FOR 1.35 MILES TO A SIDE ROAD
 AE1443'ON THE RIGHT.  CONTINUE SOUTH ON THE GRADED ROAD FOR 1.1 MILE
 AE1443'TO A CATTLE GUARD.  CROSS AND CONTINUE SOUTH FOR 0.85 MILE TO
 AE1443'A SIDE ROAD ON THE LEFT.  TURN LEFT, EAST, PASSING
 AE1443'WINDMILL AND CORRALS ON THE RIGHT, FOR 0.75 MILE TO
 AE1443'STORAGE TANKS ON THE RIGHT.  CONTINUE EAST FOR 0.1
 AE1443'MILE TO A CROSSROAD.  TURN RIGHT, SOUTH, ON GRADED ROAD
 AE1443'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, JUST BEFORE
 AE1443'REACHING A CROSSROAD.  TURN RIGHT, WEST, ON THE GRADED ROAD
 AE1443'FOR 0.2 MILE TO A FENCE CORNER.  TURN RIGHT, NORTH, FOR
 AE1443'APPROXIMATELY 200 FEET TO THE STATION.
 AE1443'
 AE1443'STATION MARK IS A STANDARD DISK STAMPED LA BLANCA 1935.
 AE1443'IT IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 15 INCHES.
 AE1443'IT IS 232 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FENCE,
 AE1443'190 FEET NORTH OF THE CENTER OF THE GRADED ROAD AND 2 FEET
 AE1443'WEST OF A METAL WITNESS POST.  THE UNDERGROUND
 AE1443'DISK WAS NOT INSPECTED BY THIS PARTY.
 AE1443'
 AE1443'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LA BLANCA
 AE1443'NO 1 1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 AE1443'4 INCHES.  IT IS 212 FEET NORTH OF THE CENTER OF THE GRADED
 AE1443'ROAD.
 AE1443'
 AE1443'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LA BLANCA NO
 AE1443'2 1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1
 AE1443'INCH.  IT IS 143 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AE1443'THE FENCE, AND 83.5 FEET NORTH OF THE CENTER OF THE GRADED
 AE1443'ROAD.
 AE1443'
 AE1443'AZIMUTH MARK, A STANDARD DISK STAMPED LA BLANCA 1935 RESET
 AE1443'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1443'IT IS 147.5 FEET NORTHEAST OF A GAS LINE VALVE, 105 FEET
 AE1443'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 26 FEET EAST OF
 AE1443'THE CENTER OF THE NORTH-SOUTH GRADED ROAD AND 2 FEET SOUTH
 AE1443'OF A METAL WITNESS POST.
 AE1443'
 AE1443'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AE1443'
 AE1443'AN 8 OR 10 FOOT TARGET NEEDED AT THE AZIMUTH MARK TO SEE
 AE1443'FROM THE STATION.
 AE1443'
 AE1443'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1617 ***********************************************************************
 AB1617  DESIGNATION -  LA FERIA PUMP STA 1ST LIFT STK
 AB1617  PID         -  AB1617
 AB1617  STATE/COUNTY-  TX/CAMERON
 AB1617  USGS QUAD   -  SANTA MARIA (1970)
 AB1617
 AB1617                         *CURRENT SURVEY CONTROL
 AB1617  ___________________________________________________________________
 AB1617* NAD 83(1993)-  26 03 10.96814(N)    097 49 50.86398(W)     ADJUSTED  
 AB1617* NAVD 88     -                                                        
 AB1617  ___________________________________________________________________
 AB1617  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 AB1617  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AB1617
 AB1617  HORZ ORDER  -  THIRD
 AB1617
 AB1617.The horizontal coordinates were established by classical geodetic methods
 AB1617.and adjusted by the National Geodetic Survey in February 1996..
 AB1617
 AB1617
 AB1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1617
 AB1617.The geoid height was determined by GEOID03.
 AB1617
 AB1617;                    North         East     Units Scale Factor Converg.
 AB1617;SPC TX S     - 5,042,987.000   366,970.834   MT  1.00003056   +0 18 13.8
 AB1617;SPC TX S     -16,545,199.85  1,203,970.14   sFT  1.00003056   +0 18 13.8
 AB1617;UTM  14      - 2,882,082.644   616,963.674   MT  0.99976891   +0 30 48.9
 AB1617
 AB1617                          SUPERSEDED SURVEY CONTROL
 AB1617
 AB1617  NAD 83(1986)-  26 03 10.97531(N)    097 49 50.82460(W) AD(       ) 4
 AB1617  NAD 27      -  26 03 09.69900(N)    097 49 49.83300(W) AD(       ) 3
 AB1617
 AB1617.Superseded values are not recommended for survey control.
 AB1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1617.See file dsdata.txt to determine how the superseded data were derived.
 AB1617
 AB1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP1696482083(NAD 83)
 AB1617_MARKER: 63 = STACK
 AB1617
 AB1617  HISTORY     - Date     Condition        Report By
 AB1617  HISTORY     - 1913     FIRST OBSERVED   CGS
 AB1617
 AB1617                          STATION DESCRIPTION
 AB1617
 AB1617'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1612 ***********************************************************************
 AB1612  DESIGNATION -  LA FERIA PUMP STA 2ND LIFT STK
 AB1612  PID         -  AB1612
 AB1612  STATE/COUNTY-  TX/CAMERON
 AB1612  USGS QUAD   -  LA FERIA (1970)
 AB1612
 AB1612                         *CURRENT SURVEY CONTROL
 AB1612  ___________________________________________________________________
 AB1612* NAD 83(1993)-  26 08 18.62541(N)    097 49 26.40554(W)     ADJUSTED  
 AB1612* NAVD 88     -                                                        
 AB1612  ___________________________________________________________________
 AB1612  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AB1612  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AB1612
 AB1612  HORZ ORDER  -  THIRD
 AB1612
 AB1612.The horizontal coordinates were established by classical geodetic methods
 AB1612.and adjusted by the National Geodetic Survey in February 1996..
 AB1612
 AB1612
 AB1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1612
 AB1612.The geoid height was determined by GEOID03.
 AB1612
 AB1612;                    North         East     Units Scale Factor Converg.
 AB1612;SPC TX S     - 5,052,458.771   367,600.023   MT  1.00000721   +0 18 24.9
 AB1612;SPC TX S     -16,576,275.15  1,206,034.41   sFT  1.00000721   +0 18 24.9
 AB1612;UTM  14      - 2,891,554.305   617,557.914   MT  0.99977063   +0 31 05.3
 AB1612
 AB1612                          SUPERSEDED SURVEY CONTROL
 AB1612
 AB1612  NAD 83(1986)-  26 08 18.63343(N)    097 49 26.36719(W) AD(       ) 4
 AB1612  NAD 27      -  26 08 17.36100(N)    097 49 25.37700(W) AD(       ) 3
 AB1612
 AB1612.Superseded values are not recommended for survey control.
 AB1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1612.See file dsdata.txt to determine how the superseded data were derived.
 AB1612
 AB1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP1755891554(NAD 83)
 AB1612_MARKER: 63 = STACK
 AB1612
 AB1612  HISTORY     - Date     Condition        Report By
 AB1612  HISTORY     - 1913     FIRST OBSERVED   CGS
 AB1612
 AB1612                          STATION DESCRIPTION
 AB1612
 AB1612'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1615 ***********************************************************************
 AB1615  DESIGNATION -  LA FERIA TV STA KGBT MAST
 AB1615  PID         -  AB1615
 AB1615  STATE/COUNTY-  TX/CAMERON
 AB1615  USGS QUAD   -  LA FERIA (1970)
 AB1615
 AB1615                         *CURRENT SURVEY CONTROL
 AB1615  ___________________________________________________________________
 AB1615* NAD 83(1993)-  26 08 56.72307(N)    097 49 19.36889(W)     ADJUSTED  
 AB1615* NAVD 88     -                                                        
 AB1615  ___________________________________________________________________
 AB1615  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AB1615  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AB1615
 AB1615  HORZ ORDER  -  THIRD
 AB1615
 AB1615.The horizontal coordinates were established by classical geodetic methods
 AB1615.and adjusted by the National Geodetic Survey in February 1996..
 AB1615
 AB1615
 AB1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1615
 AB1615.The geoid height was determined by GEOID03.
 AB1615
 AB1615;                    North         East     Units Scale Factor Converg.
 AB1615;SPC TX S     - 5,053,632.267   367,789.185   MT  1.00000447   +0 18 28.1
 AB1615;SPC TX S     -16,580,125.20  1,206,655.02   sFT  1.00000447   +0 18 28.1
 AB1615;UTM  14      - 2,892,728.214   617,742.704   MT  0.99977117   +0 31 09.1
 AB1615
 AB1615                          SUPERSEDED SURVEY CONTROL
 AB1615
 AB1615  NAD 83(1986)-  26 08 56.72948(N)    097 49 19.33174(W) AD(       ) 4
 AB1615  NAD 27      -  26 08 55.46391(N)    097 49 18.33150(W) AD(       ) 3
 AB1615
 AB1615.Superseded values are not recommended for survey control.
 AB1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1615.See file dsdata.txt to determine how the superseded data were derived.
 AB1615
 AB1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP1774392728(NAD 83)
 AB1615_MARKER: 42 = RADIO/TV MAST
 AB1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1615+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2004
 AB1615
 AB1615  HISTORY     - Date     Condition        Report By
 AB1615  HISTORY     - 1974     FIRST OBSERVED   NGS
 AB1615  HISTORY     - 19910612 GOOD             USPSQD
 AB1615  HISTORY     - 19930123 GOOD             USPSQD
 AB1615  HISTORY     - 20040127 GOOD             GEOCAC
 AB1615
 AB1615                          STATION DESCRIPTION
 AB1615
 AB1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AB1615'THE STATION, HARLINGEN KGBT TELEVISION MAST, IS A STEEL GUYED MAST
 AB1615'PAINTED ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF 990
 AB1615'FEET AND OWNED BY HARBENITO RADIO CORPORATION.  IT IS LOCATED ABOUT
 AB1615'1/8 MILE SOUTH OF LA FERIA AND 350 FEET EAST OF SOUTH MAIN STREET
 AB1615'(FARM ROAD 506).
 AB1615'
 AB1615'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS U. S. HIGHWAY 83
 AB1615'AND SOUTH MAIN STREET (FARM ROAD 506) IN LA FERIA, GO SOUTH ON
 AB1615'FARM ROAD 506 FOR 0.7 MILE TO THE STATION ON THE LEFT.
 AB1615
 AB1615                          STATION RECOVERY (1991)
 AB1615
 AB1615'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1615'RECOVERED IN GOOD CONDITION.
 AB1615
 AB1615                          STATION RECOVERY (1993)
 AB1615
 AB1615'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1615'RECOVERED IN GOOD CONDITION.
 AB1615
 AB1615                          STATION RECOVERY (2004)
 AB1615
 AB1615'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1256 ***********************************************************************
 AJ1256  DESIGNATION -  LA GLORIA
 AJ1256  PID         -  AJ1256
 AJ1256  STATE/COUNTY-  TX/JIM WELLS
 AJ1256  USGS QUAD   -  PREMONT WEST (1963)
 AJ1256
 AJ1256                         *CURRENT SURVEY CONTROL
 AJ1256  ___________________________________________________________________
 AJ1256* NAD 83(1993)-  27 17 18.43630(N)    098 07 31.37229(W)     ADJUSTED  
 AJ1256* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 AJ1256  ___________________________________________________________________
 AJ1256  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AJ1256  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AJ1256
 AJ1256  HORZ ORDER  -  SECOND
 AJ1256
 AJ1256.The horizontal coordinates were established by classical geodetic methods
 AJ1256.and adjusted by the National Geodetic Survey in February 1996..
 AJ1256
 AJ1256.The orthometric height was scaled from a topographic map.
 AJ1256
 AJ1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1256
 AJ1256.The geoid height was determined by GEOID03.
 AJ1256
 AJ1256;                    North         East     Units Scale Factor Converg.
 AJ1256;SPC TX S     - 5,179,736.161   337,083.913   MT  0.99990732   +0 10 12.3
 AJ1256;SPC TX S     -16,993,851.05  1,105,916.14   sFT  0.99990732   +0 10 12.3
 AJ1256;UTM  14      - 3,018,687.785   586,554.923   MT  0.99969248   +0 24 03.6
 AJ1256
 AJ1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1256!SPC TX S     -   0.99999761  x   0.99990732  =   0.99990493
 AJ1256!UTM  14      -   0.99999761  x   0.99969248  =   0.99969009
 AJ1256
 AJ1256|---------------------------------------------------------------------|
 AJ1256| PID    Reference Object                     Distance      Geod. Az  |
 AJ1256|                                                           dddmmss.s |
 AJ1256| CV2529 LA GLORIA RM 1                       37.745 METERS 03507     |
 AJ1256| CV2530 LA GLORIA RM 2                       28.310 METERS 14923     |
 AJ1256| CV2528 LA GLORIA AZ MK                                    2804440.6 |
 AJ1256|---------------------------------------------------------------------|
 AJ1256
 AJ1256                          SUPERSEDED SURVEY CONTROL
 AJ1256
 AJ1256  NAD 83(1986)-  27 17 18.44560(N)    098 07 31.34643(W) AD(       ) 2
 AJ1256  NAD 27      -  27 17 17.29160(N)    098 07 30.33090(W) AD(       ) 2
 AJ1256
 AJ1256.Superseded values are not recommended for survey control.
 AJ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1256.See file dsdata.txt to determine how the superseded data were derived.
 AJ1256
 AJ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8655518688(NAD 83)
 AJ1256_MARKER: DS = TRIANGULATION STATION DISK
 AJ1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1256+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 AJ1256
 AJ1256  HISTORY     - Date     Condition        Report By
 AJ1256  HISTORY     - 1961     MONUMENTED       CGS
 AJ1256  HISTORY     - 20040817 GOOD             CDSMS
 AJ1256
 AJ1256                          STATION DESCRIPTION
 AJ1256
 AJ1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1256'THE STATION IS APPROXIMATELY 4-1/2 MILES NORTH AND 3/4 MILE
 AJ1256'EAST OF FALFURRIAS AND 4-1/2 MILES SOUTH AND 3/4 MILES EAST
 AJ1256'OF PREMONT, ON THE ROAD RIGHT-OF-WAY.
 AJ1256'
 AJ1256'TO REACH THE STATION FROM THE TRAFFIC LIGHT EAST OF THE
 AJ1256'POST OFFICE IN PREMONT, GO SOUTH ON U.S. HIGHWAY 281 FOR
 AJ1256'4.9 MILES TO A CROSSROAD.  TURN LEFT, EAST, FOR 0.25 MILE
 AJ1256'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE MAIN
 AJ1256'ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT AND THE STATION ON THE
 AJ1256'RIGHT.
 AJ1256'
 AJ1256'STATION MARKS ARE STANDARD DISKS STAMPED LA GLORIA 1961.
 AJ1256'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH
 AJ1256'PROJECTS 2 INCHES.  IT IS 81.85 FEET SOUTHWEST OF THE CENTER
 AJ1256'OF THE SIDE ROAD, 28 FEET WEST OF THE CENTER OF THE PAVED
 AJ1256'ROAD, 2.4 FEET NORTHEAST OF A METAL WITNESS POST AND 2 FEET
 AJ1256'EAST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AJ1256'MASS OF CONCRETE 37 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1256'
 AJ1256'REFERENCE MARK NO 1, A STANDARD DISK STAMPED LA GLORIA NO 1
 AJ1256'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AJ1256'INCHES.  IT IS 44 FEET NORTHEAST OF THE CENTER OF THE SIDE
 AJ1256'ROAD AND 29 FEET NORTH OF THE PAVED ROAD, 2.5 FEET EAST
 AJ1256'OF A POWER POLE AND 5 FEET SOUTH OF A FENCE.
 AJ1256'
 AJ1256'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LA GLORIA NO
 AJ1256'2 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1256'4 INCHES.  IT IS 29 FEET EAST OF THE CENTER OF THE PAVED
 AJ1256'ROAD AND 1 FOOT WEST OF A FENCE.
 AJ1256'
 AJ1256'AZIMUTH MARK, A STANDARD DISK STAMPED LA GLORIA 1961, IS
 AJ1256'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 AJ1256'IS 27 FEET NORTH OF THE CENTER OF A PAVED ROAD, 12 FEET
 AJ1256'WEST OF THE CENTER OF A TRACK ROAD, 2.5 FEET EAST OF A POWER
 AJ1256'POLE AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 AJ1256'
 AJ1256'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1256'
 AJ1256'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AJ1256
 AJ1256                          STATION RECOVERY (2004)
 AJ1256
 AJ1256'RECOVERY NOTE BY CDS/MUERY SERVICES 2004 (PM)
 AJ1256'DESCRIPTION FROM 1961 STILL GOOD EXCEPT THAT FIRST CROSSROAD AT U.S.
 AJ1256'HIGHWAY 281 IS NOW COUNTY ROAD 401 AND SIDE ROAD IN OLD DESCRIPTION IS
 AJ1256'NOW COUNTY ROAD 403. THE MONUMENT TIES ARE THE SAME AT THE SOUTHWEST
 AJ1256'CORNER OF COUNTY ROADS 401 AND 403. AN ADDITIONAL TIE TO THE
 AJ1256'RIGHT-OF-WAY FENCE CORNER OF BOTH COUNTY ROADS IS 43.3 FEET NORTH OF
 AJ1256'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2796 ***********************************************************************
 AX2796  DESIGNATION -  LA GRANGE FAYETTE CO CTHSE
 AX2796  PID         -  AX2796
 AX2796  STATE/COUNTY-  TX/FAYETTE
 AX2796  USGS QUAD   -  LA GRANGE WEST (1981)
 AX2796
 AX2796                         *CURRENT SURVEY CONTROL
 AX2796  ___________________________________________________________________
 AX2796* NAD 83(1993)-  29 54 18.97991(N)    096 52 42.50501(W)     ADJUSTED  
 AX2796* NAVD 88     -                                                        
 AX2796  ___________________________________________________________________
 AX2796  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AX2796  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX2796
 AX2796  HORZ ORDER  -  THIRD
 AX2796
 AX2796.The horizontal coordinates were established by classical geodetic methods
 AX2796.and adjusted by the National Geodetic Survey in February 1996..
 AX2796
 AX2796
 AX2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2796
 AX2796.The geoid height was determined by GEOID03.
 AX2796
 AX2796;                    North         East     Units Scale Factor Converg.
 AX2796;SPC TXSC     - 4,231,487.308   804,863.184   MT  0.99991264   +1 02 21.7
 AX2796;SPC TXSC     -13,882,804.61  2,640,621.96   sFT  0.99991264   +1 02 21.7
 AX2796;SPC TX C     - 3,031,633.188 1,033,630.126   MT  1.00006314   +1 46 46.0
 AX2796;SPC TX C     - 9,946,283.22  3,391,168.17   sFT  1.00006314   +1 46 46.0
 AX2796;UTM  14      - 3,310,180.064   704,834.073   MT  1.00011769   +1 03 29.1
 AX2796
 AX2796                          SUPERSEDED SURVEY CONTROL
 AX2796
 AX2796  NAD 83(1986)-  29 54 18.99730(N)    096 52 42.49235(W) AD(       ) 4
 AX2796  NAD 27      -  29 54 18.19000(N)    096 52 41.56000(W) AD(       ) 3
 AX2796
 AX2796.Superseded values are not recommended for survey control.
 AX2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2796.See file dsdata.txt to determine how the superseded data were derived.
 AX2796
 AX2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0483410180(NAD 83)
 AX2796_MARKER: 89 = SPIRE
 AX2796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2796+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX2796
 AX2796  HISTORY     - Date     Condition        Report By
 AX2796  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2796  HISTORY     - 1963     GOOD             CGS
 AX2796  HISTORY     - 1987     GOOD             USPSQD
 AX2796  HISTORY     - 19970607 GOOD             USPSQD
 AX2796  HISTORY     - 20041027 GOOD             USPSQD
 AX2796
 AX2796                          STATION DESCRIPTION
 AX2796
 AX2796'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2796'THIS INTERSECTION STATION IS THE SPIRE ON THE TOP OF THE
 AX2796'DOME OF THE FAYETTE COUNTY COURTHOUSE, LOCATED IN THE CENTER
 AX2796'OF THE TOWN OF LA GRANGE.  POINT OBSERVED UPON, SPIRE ON
 AX2796'THE APEX OF THE DOME.
 AX2796
 AX2796                          STATION RECOVERY (1963)
 AX2796
 AX2796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2796'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2796'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2796
 AX2796                          STATION RECOVERY (1987)
 AX2796
 AX2796'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX2796'RECOVERED IN GOOD CONDITION.
 AX2796
 AX2796                          STATION RECOVERY (1997)
 AX2796
 AX2796'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2796'RECOVERED IN GOOD CONDITION.
 AX2796
 AX2796                          STATION RECOVERY (2004)
 AX2796
 AX2796'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0998 ***********************************************************************
 AX0998  DESIGNATION -  LA GRANGE MAGNETIC
 AX0998  PID         -  AX0998
 AX0998  STATE/COUNTY-  TX/FAYETTE
 AX0998  USGS QUAD   -  LA GRANGE EAST (1981)
 AX0998
 AX0998                         *CURRENT SURVEY CONTROL
 AX0998  ___________________________________________________________________
 AX0998* NAD 83(1993)-  29 54 29.19027(N)    096 52 14.65551(W)     ADJUSTED  
 AX0998* NAVD 88     -        84.60   (+/-2cm)     277.6    (feet)  VERTCON   
 AX0998  ___________________________________________________________________
 AX0998  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AX0998  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX0998
 AX0998  HORZ ORDER  -  FIRST
 AX0998  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX0998
 AX0998.The horizontal coordinates were established by classical geodetic methods
 AX0998.and adjusted by the National Geodetic Survey in February 1996..
 AX0998
 AX0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0998.The vertical order pertains to the NGVD 29 superseded value.
 AX0998
 AX0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0998
 AX0998.The geoid height was determined by GEOID03.
 AX0998
 AX0998;                    North         East     Units Scale Factor Converg.
 AX0998;SPC TXSC     - 4,231,815.201   805,604.395   MT  0.99991313   +1 02 35.3
 AX0998;SPC TXSC     -13,883,880.37  2,643,053.75   sFT  0.99991313   +1 02 35.3
 AX0998;SPC TX C     - 3,031,970.680 1,034,367.150   MT  1.00006220   +1 47 00.4
 AX0998;SPC TX C     - 9,947,390.47  3,393,586.22   sFT  1.00006220   +1 47 00.4
 AX0998;UTM  14      - 3,310,508.268   705,575.330   MT  1.00012144   +1 03 43.4
 AX0998
 AX0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0998!SPC TXSC     -   0.99999094  x   0.99991313  =   0.99990408
 AX0998!SPC TX C     -   0.99999094  x   1.00006220  =   1.00005314
 AX0998!UTM  14      -   0.99999094  x   1.00012144  =   1.00011238
 AX0998
 AX0998:                Primary Azimuth Mark                     Grid Az
 AX0998:SPC TXSC     -  LA GRANGE MAG STA AZ MK                  010 12 46.2
 AX0998:SPC TX C     -  LA GRANGE MAG STA AZ MK                  009 28 21.1
 AX0998:UTM  14      -  LA GRANGE MAG STA AZ MK                  010 11 38.1
 AX0998
 AX0998|---------------------------------------------------------------------|
 AX0998| PID    Reference Object                     Distance      Geod. Az  |
 AX0998|                                                           dddmmss.s |
 AX0998| CV7339 LA GRANGE MAG STA AZ MK                            0111521.5 |
 AX0998| AX1000 LA GRANGE RM 2                       65.748 METERS 05709     |
 AX0998| AX1001 LA GRANGE RM 3                       36.457 METERS 12218     |
 AX0998| CV6604 NE CORNER OF HS BLDG                 36.728 METERS 17557     |
 AX0998| CV6603 NE COR E WNG LAGRANGE GR SCH         36.759 METERS 17607     |
 AX0998| AX1002 C 1197                               45.409 METERS 19313     |
 AX0998| AX2790 LA GRANGE METHODIST CH SPIRE        324.513 METERS 24404     |
 AX0998| AX2796 LA GRANGE FAYETTE CO CTHSE          APPROX. 0.8 KM 2471047.3 |
 AX0998| AX2797 LA GRANGE STANDPIPE                 APPROX. 1.2 KM 2951337.5 |
 AX0998| AX0999 LA GRANGE RM 1                       38.420 METERS 32805     |
 AX0998|---------------------------------------------------------------------|
 AX0998
 AX0998                          SUPERSEDED SURVEY CONTROL
 AX0998
 AX0998  NAD 83(1986)-  29 54 29.20766(N)    096 52 14.64272(W) AD(       ) 1
 AX0998  NAD 27      -  29 54 28.39900(N)    096 52 13.70900(W) AD(       ) 1
 AX0998  NGVD 29 (??/??/92)   84.552  (m)          277.40   (f) ADJ UNCH    1 2
 AX0998
 AX0998.Superseded values are not recommended for survey control.
 AX0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0998.See file dsdata.txt to determine how the superseded data were derived.
 AX0998
 AX0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0557510508(NAD 83)
 AX0998_MARKER: DM = MAGNETIC STATION DISK
 AX0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0998+STABILITY: SURFACE MOTION
 AX0998
 AX0998  HISTORY     - Date     Condition        Report By
 AX0998  HISTORY     - 1943     MONUMENTED       CGS
 AX0998  HISTORY     - 1952     GOOD             CGS
 AX0998  HISTORY     - 1963     GOOD             CGS
 AX0998  HISTORY     - 1963     GOOD             CGS
 AX0998  HISTORY     - 1974     GOOD             NGS
 AX0998  HISTORY     - 1974     GOOD             NGS
 AX0998  HISTORY     - 19970607 GOOD             USPSQD
 AX0998
 AX0998                          STATION DESCRIPTION
 AX0998
 AX0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX0998'THE STATION IS ON THE EAST SIDE OF THE CITY OF LA GRANGE,
 AX0998'ON THE NORTHEASTERN PART OF THE HIGH SCHOOL GROUNDS, 120 FEET
 AX0998'NORTH OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE, AND 116
 AX0998'FEET SOUTHWEST OF A PROMINENT POST OAK.  STATION IS MARKED
 AX0998'BY A CONCRETE POST, ABOUT 8 INCHES IN DIAMETER, SUNK FLUSH WITH
 AX0998'THE GROUND, WITH A MAGNETIC DISK IMBEDDED IN THE TOP.  DIAMETER
 AX0998'OF CONCRETE IS ABOUT 8 INCHES.
 AX0998'
 AX0998'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION,
 AX0998'IN LINE WITH THE STATION, GULF TANKS, AND A WHITE HOUSE.
 AX0998'IT IS ON THE DIRT ROAD WHICH PARALLELS THE RAILROAD RIGHT OF
 AX0998'WAY ON ITS NORTH SIDE, 100 FEET WEST OF A HUMBLE TANK, 25
 AX0998'FEET EAST OF A TELEPHONE POLE, ABOUT 100 FEET NORTH OF THE
 AX0998'RAILROAD RIGHT OF WAY, AND ABOUT 20 FEET SOUTH OF THE CENTERLINE
 AX0998'OF THE ROAD.  THE DISK IS STAMPED LA GRANGE 1943 AND PROJECTS
 AX0998'4 INCHES.  TO REACH FROM STATION--CROSS RAILROAD RIGHT-OF-WAY
 AX0998'ON NORTH-SOUTH DIRT ROAD, JUST WEST OF FREIGHT DEPOT, TO
 AX0998'FIRST CROSS ROAD.  GO RIGHT, EAST, ON THIS ROAD ABOUT 0.20
 AX0998'MILE TO MARK ON RIGHT.
 AX0998'
 AX0998'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, IN EAST-WEST
 AX0998'FENCE LINE PARALLELING TEXAS 71, 20 FEET SOUTH OF THE CENTERLINE
 AX0998'OF THE HIGHWAY.  THE DISK IS STAMPED LA GRANGE 1943 AND IS SET
 AX0998'FLUSH.
 AX0998'
 AX0998'REFERENCE MARK NO. 2 IS EAST OF THE STATION, IN THE LINE OF
 AX0998'A NORTH-SOUTH HEDGE, ABOUT 150 FEET SOUTH OF TEXAS 71.  THE
 AX0998'DISK IS STAMPED LA GRANGE 1943 AND IS SET FLUSH.
 AX0998'
 AX0998'THE STATION IS REACHED FROM THE INTERSECTION OF U.S. 77 AND
 AX0998'TEXAS 71 IN THE CITY OF LA GRANGE.  GO EAST ON TEXAS 71
 AX0998'0.4 MILE TO HIGH SCHOOL GROUNDS AND STATION ON RIGHT.
 AX0998'
 AX0998'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AX0998
 AX0998                          STATION RECOVERY (1952)
 AX0998
 AX0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AX0998'STATION LOCATED AS DESCRIBED ABOVE.
 AX0998'
 AX0998'ALL MARKS IN PLACE IN GOOD CONDITION.
 AX0998'
 AX0998'DESCRIPTION IS ADEQUATE TO REACH STATION.
 AX0998
 AX0998                          STATION RECOVERY (1963)
 AX0998
 AX0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX0998'STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION
 AX0998'AS DESCRIBED.
 AX0998'
 AX0998'THE REFERENCE MARKS COULD NOT BE FOUND.  DIRECTIONS FOR
 AX0998'PROCEEDING TO STATION SITE ARE CORRECT.
 AX0998
 AX0998                          STATION RECOVERY (1963)
 AX0998
 AX0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AX0998'THE STATION MARK, REFERENCE MARKS NO. 1, AND NO. 2 WERE
 AX0998'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 AX0998'MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE
 AX0998'AZIMUTH MARK HAS BEEN COVERED BY FILL OR DESTROYED AS A
 AX0998'GRAIN ELEVATOR IS NOW AT SITE OF MARK.  A DESCRIPTION OF
 AX0998'STATION MARK AND REFERENCE MARKS IS AS FOLLOWS--THE STATION
 AX0998'IS IN THE CITY OF LA GRANGE, ON THE NORTHEASTERN PART OF
 AX0998'THE HIGH SCHOOL GROUNDS.
 AX0998'
 AX0998'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AX0998'AND STATE HIGHWAY 71 IN LA GRANGE, GO EAST ON STATE HIGHWAY
 AX0998'71 FOR 0.35 MILE TO HIGH SCHOOL AND STATION ON THE RIGHT.
 AX0998'
 AX0998'STATION MARK, A MAGNETIC DISK, NO STAMPING, IS SET IN A
 AX0998'CONCRETE POST WHICH IS ABOUT 1 INCH BELOW THE SURFACE OF
 AX0998'GROUND.  IT IS 120 FEET NORTH OF THE NORTHEAST CORNER OF
 AX0998'HIGH SCHOOL, 127.5 FEET NORTHEAST OF THE NORTHEAST EDGE
 AX0998'OF SIDE WALK WHICH ENTERS THE SCHOOL FROM HIGHWAY, 122 FEET
 AX0998'NORTHWEST OF THE WEST CORNER OF BLEACHER, 180 FEET EAST
 AX0998'OF A FIRE HYDRANT, AND 154 FEET SOUTHEAST OF THE CENTER
 AX0998'LINE OF HIGHWAY.
 AX0998'
 AX0998'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED LA GRANGE
 AX0998'NO 1 1943, IS SET IN A SQUARE CONCRETE POST, FLUSH WITH THE
 AX0998'SURFACE OF THE GROUND.  IT IS 239 FEET NORTHWEST OF THE
 AX0998'NORTHEAST CORNER OF HIGH SCHOOL, 118 FEET NORTHEAST OF THE
 AX0998'FIRE HYDRANT, 41 FEET SOUTHWEST OF A POWER LINE POLE, 28
 AX0998'FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY AND 6 INCHES
 AX0998'SOUTHEAST OF A WOOVEN WIRE FENCE.
 AX0998'
 AX0998'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LA GRANGE NO
 AX0998'2 1943, IS SET IN A SQUARE CONCRETE POST WHICH IS 12 INCHES
 AX0998'BELOW THE SURFACE OF THE GROUND.  IT IS 145 FEET SOUTHEAST
 AX0998'OF THE CENTER LINE OF HIGHWAY, 151 FEET SOUTHWEST OF THE
 AX0998'SOUTHWEST CORNER OF RITTERS GASOLINE SERVICE STATION, 243
 AX0998'FEET SOUTHWEST OF THE CENTER LINE OF VAIL STREET, AND 114
 AX0998'FEET WEST OF THE NORTHEAST CORNER OF BLEACHER.
 AX0998
 AX0998                          STATION RECOVERY (1974)
 AX0998
 AX0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AX0998'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 AX0998'WERE RECOVERED AND APPEARED TO BE IN GOOD CONDITION.  REFERENCE
 AX0998'MARK NO. 1 WAS FOUND DESTROYED BY ANOTHER PARTY IN 1972, THE
 AX0998'DISK WAS REMOVED AT THAT TIME.  A DIFFERENCE OF PLUS 0.043
 AX0998'METER WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2.
 AX0998'THE STATION MARK AND REFERENCE MARK NO. 2 WERE ORIGINALLY
 AX0998'SET FLUSH WITH THE GROUND, THE SCHOOLYARD HAS SINCE BEEN
 AX0998'FILLED AND LEVELED AND THE STATION MARK IS NOW 8-INCHES
 AX0998'BELOW GROUND SURFACE AND REFERENCE MARK NO. 2 IS 15-INCHES
 AX0998'BELOW THE SURFACE.  IF THERE HAS BEEN MOVEMENT IT IS
 AX0998'BELIEVED TO HAVE BEEN AT REFERENCE MARK NO. 2 AS A NEW
 AX0998'SCHOOL BUILDING HAS BEEN BUILT NEAR THE MARK, AND THE
 AX0998'STATION MARK IS IN A MORE PROTECTED AREA.  THE AZIMUTH
 AX0998'MARK IS NOT VISIBLE FROM THE STATION, THERE ARE SEVERAL
 AX0998'BUILDINGS ON LINE.  NO ATTEMPT WAS MADE TO ESTABLISH A 2ND
 AX0998'AZIMUTH MARK, THE INTERSECTION STATION LA GRANGE
 AX0998'METHODIST CHURCH SPIRE 1943 IS VISIBLE AT 0.2 MILE.
 AX0998'THE INTERSECTION STATION LA GRANGE, FAYETTE COUNTY
 AX0998'COURTHOUSE SPIRE 1943 IS OBSTRUCTED BY A TREE ON LINE.
 AX0998'
 AX0998'A NEW DESCRIPTION FOLLOWS--
 AX0998'
 AX0998'THE STATION IS LOCATED ON THE EAST SIDE OF LA GRANGE, ALONG
 AX0998'THE SOUTHEAST SIDE OF STATE HIGHWAY 71, ON THE LAWN AT THE
 AX0998'HIGH SCHOOL, AND IN THE NORTHEAST PART OF THE SCHOOL GROUNDS.
 AX0998'
 AX0998'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AX0998'77 AND STATE HIGHWAY 71 IN LA GRANGE, GO EAST ON HIGHWAY
 AX0998'71 FOR 0.35 MILE TO THE HIGH SCHOOL AND STATION ON THE RIGHT
 AX0998'AS DESCRIBED.
 AX0998'
 AX0998'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE
 AX0998'HIGHWAY 71 AND JACKSON STREET AT THE NORTHWEST CORNER OF THE
 AX0998'SCHOOL GROUNDS, GO NORTH ON JACKSON STREET FOR 0.15 MILE TO
 AX0998'LAFAYETTE STREET JUST AFTER CROSSING THE RAILROAD TRACKS, TURN
 AX0998'RIGHT AND GO EAST ON LAFAYETTE STREET FOR 0.25 MILE TO THE
 AX0998'GULF COAST COOP FEED STORE AND THE AZIMUTH MARK ON THE RIGHT
 AX0998'AS DESCRIBED.
 AX0998'
 AX0998'THE STATION MARK IS A STANDARD MAGNETIC STATION DISK WITH
 AX0998'NO STAMPING, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 AX0998'IS 8-INCHES BELOW GROUND SURFACE.  IT IS 178.5 FEET EAST
 AX0998'OF A FIRE HYDRANT, 157 FEET SOUTHEAST OF THE CENTER OF STATE
 AX0998'HIGHWAY 71, 136 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AX0998'THE AUDITORIUM, 127.5 FEET NORTHEAST OF THE NORTHEAST EDGE
 AX0998'OF THE SIDEWALK LEADING TO THE FRONT OF THE HIGH SCHOOL,
 AX0998'120.5 FEET NORTH OF THE NORTHEAST CORNER OF THE HIGH SCHOOL
 AX0998'BUILDING, AND 10.5 FEET SOUTHWEST OF THE EXTENDED LINE OF
 AX0998'THE SOUTHWEST SIDE OF THE AUDITORIUM.
 AX0998'
 AX0998'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LA GRANGE
 AX0998'NO 2 1943, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 AX0998'WHICH IS 15-INCHES BELOW GROUND SURFACE.  IT IS 183.5 FEET
 AX0998'NORTH OF THE NORTHEAST CORNER OF THE AUDITORIUM, 148.5 FEET
 AX0998'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 71, 52 FEET NORTHWEST
 AX0998'OF THE NORTHWEST CORNER OF THE VOCATIONAL SCHOOL BUILDING,
 AX0998'AND 8 FEET SOUTHWEST OF THE EXTENDED LINE OF THE SOUTHWEST
 AX0998'SIDE OF THE VOCATIONAL SCHOOL BUILDING.
 AX0998'
 AX0998'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LA GRANGE
 AX0998'1943 NO 3 1974, SET IN A DRILLED HOLE IN THE TOP OF A CONCRETE
 AX0998'CURBING AROUND A FLOWER BED AT THE FRONT OF THE AUDITORIUM.
 AX0998'IT IS 55.3 FEET WEST OF THE NORTHEAST CORNER OF THE AUDITORIUM,
 AX0998'35.2 FEET NORTH OF THE NORTHWEST CORNER OF THE AUDITORIUM,
 AX0998'1.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE FLOWER BED,
 AX0998'1.2 FEET WEST OF THE CENTER OF A WATER METER MANHOLE, AND 1.0
 AX0998'FOOT ABOVE THE SIDEWALK.
 AX0998'
 AX0998'THE BENCH MARK IS A STANDARD DISK STAMPED C 1197 1972, SET
 AX0998'VERTICAL IN A DRILLED HOLE IN A BRICK WALL AT THE FRONT
 AX0998'OF THE HIGH SCHOOL 4.5 FEET ABOVE THE SIDEWALK.  IT IS 50.5
 AX0998'FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 28
 AX0998'FEET EAST OF THE CENTER OF THE SIDEWALK LEADING INTO THE
 AX0998'MAIN BUILDING.
 AX0998'
 AX0998'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LA GRANGE
 AX0998
 AX0998                          STATION RECOVERY (1974)
 AX0998
 AX0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AX0998'IN LA GRANGE.
 AX0998'0.35 MILE EAST ALONG STATE HIGHWAY 71 FROM ITS JUNCTION WITH U.S.
 AX0998'HIGHWAY 77 IN LA GRANGE, ON THE LAWN AT THE HIGH SCHOOL, AND IN THE
 AX0998'NORTHEAST PART OF THE SCHOOL GROUNDS, 178.5 FEET EAST OF A FIRE
 AX0998'HYDRANT 157 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 71, 136 FEET
 AX0998'NORTHWEST OF THE NORTHWEST CORNER OF THE AUDITORIUM, 127.5 FEET
 AX0998'NORTHEAST OF THE NORTHEAST EDGE OF THE SIDEWALK LEADING TO THE FRONT
 AX0998'OF THE HIGH SCHOOL, 120.5 FEET NORTH OF THE NORTHEAST CORNER OF THE
 AX0998'HIGH SCHOOL BUILDING, 10.5 FEET SOUTHWEST OF THE EXTENDED LINE OF THE
 AX0998'SOUTHWEST SIDE OF THE AUDITORIUM, AND SET IN THE TOP OF A SQUARE
 AX0998'CONCRETE POST WHICH IS 8-INCH BELOW THE GROUND SURFACE.  NOTE-- THE
 AX0998'MAGNETIC STATION IS ALSO THE STATION MARK FOR TRIANGULATION STATION LA
 AX0998'GRANGE MAGNETIC STATION 1943.
 AX0998
 AX0998                          STATION RECOVERY (1997)
 AX0998
 AX0998'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2790 ***********************************************************************
 AX2790  DESIGNATION -  LA GRANGE METHODIST CH SPIRE
 AX2790  PID         -  AX2790
 AX2790  STATE/COUNTY-  TX/FAYETTE
 AX2790  USGS QUAD   -  LA GRANGE EAST (1981)
 AX2790
 AX2790                         *CURRENT SURVEY CONTROL
 AX2790  ___________________________________________________________________
 AX2790* NAD 83(1993)-  29 54 24.58245(N)    096 52 25.53475(W)     ADJUSTED  
 AX2790* NAVD 88     -                                                        
 AX2790  ___________________________________________________________________
 AX2790  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AX2790  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX2790
 AX2790  HORZ ORDER  -  THIRD
 AX2790
 AX2790.The horizontal coordinates were established by classical geodetic methods
 AX2790.and adjusted by the National Geodetic Survey in February 1996..
 AX2790
 AX2790
 AX2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2790
 AX2790.The geoid height was determined by GEOID03.
 AX2790
 AX2790;                    North         East     Units Scale Factor Converg.
 AX2790;SPC TXSC     - 4,231,668.044   805,315.197   MT  0.99991291   +1 02 30.0
 AX2790;SPC TXSC     -13,883,397.57  2,642,104.94   sFT  0.99991291   +1 02 30.0
 AX2790;SPC TX C     - 3,031,819.776 1,034,079.834   MT  1.00006262   +1 46 54.8
 AX2790;SPC TX C     - 9,946,895.38  3,392,643.59   sFT  1.00006262   +1 46 54.8
 AX2790;UTM  14      - 3,310,360.985   705,286.120   MT  1.00011998   +1 03 37.8
 AX2790
 AX2790                          SUPERSEDED SURVEY CONTROL
 AX2790
 AX2790  NAD 83(1986)-  29 54 24.59980(N)    096 52 25.52205(W) AD(       ) 4
 AX2790  NAD 27      -  29 54 23.79000(N)    096 52 24.59000(W) AD(       ) 3
 AX2790
 AX2790.Superseded values are not recommended for survey control.
 AX2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2790.See file dsdata.txt to determine how the superseded data were derived.
 AX2790
 AX2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0528610361(NAD 83)
 AX2790_MARKER: 90 = CHURCH SPIRE
 AX2790
 AX2790  HISTORY     - Date     Condition        Report By
 AX2790  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2790  HISTORY     - 1987     GOOD             USPSQD
 AX2790  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX2790
 AX2790                          STATION DESCRIPTION
 AX2790
 AX2790'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2790'THIS INTERSECTION STATION IS THE SPIRE ON THE TRAVIS STREET
 AX2790'METHODIST CHURCH, LOCATED 0.2 MILE E OF THE COURTHOUSE,
 AX2790'AND 50 FEET S OF STATE HIGHWAY 71.  IT IS A FRAME BUILDING
 AX2790'PAINTED WHITE AND THE ROOF PAINTED RED.  POINT OBSERVED UPON,
 AX2790'THE SPIRE ON THE BELFRY OVER THE MAIN ENTRANCE TO THE CHURCH.
 AX2790
 AX2790                          STATION RECOVERY (1987)
 AX2790
 AX2790'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX2790'RECOVERED IN GOOD CONDITION.
 AX2790
 AX2790                          STATION RECOVERY (1997)
 AX2790
 AX2790'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1000 ***********************************************************************
 AX1000  DESIGNATION -  LA GRANGE RM 2
 AX1000  PID         -  AX1000
 AX1000  STATE/COUNTY-  TX/FAYETTE
 AX1000  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1000
 AX1000                         *CURRENT SURVEY CONTROL
 AX1000  ___________________________________________________________________
 AX1000* NAD 83(1986)-  29 54 29.     (N)    096 52 14.     (W)     SCALED    
 AX1000* NAVD 88     -        84.43   (+/-2cm)     277.0    (feet)  VERTCON   
 AX1000  ___________________________________________________________________
 AX1000  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX1000
 AX1000  VERT ORDER  -  THIRD (See Below)
 AX1000
 AX1000.The horizontal coordinates were scaled from a topographic map and have
 AX1000.an estimated accuracy of +/- 6 seconds.
 AX1000
 AX1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1000.The vertical order pertains to the NGVD 29 superseded value.
 AX1000
 AX1000.The geoid height was determined by GEOID03.
 AX1000
 AX1000;                    North         East    Units  Estimated Accuracy
 AX1000;SPC TXSC     - 4,231,810.      805,620.      MT  (+/- 180 meters Scaled)
 AX1000
 AX1000                          SUPERSEDED SURVEY CONTROL
 AX1000
 AX1000  NGVD 29 (01/29/03)   84.38   (m)          276.8    (f) RESET       3  
 AX1000
 AX1000.Superseded values are not recommended for survey control.
 AX1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1000.See file dsdata.txt to determine how the superseded data were derived.
 AX1000
 AX1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU055105(NAD 83)
 AX1000_MARKER: DR = REFERENCE MARK DISK
 AX1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1000_SP_SET: MONUMENT
 AX1000_STAMPING: LA GRANGE NO 2 1943
 AX1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1000
 AX1000  HISTORY     - Date     Condition        Report By
 AX1000  HISTORY     - 1943     MONUMENTED       CGS
 AX1000  HISTORY     - 1974     GOOD             NGS
 AX1000
 AX1000                          STATION DESCRIPTION
 AX1000
 AX1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AX1000'IN LA GRANGE.
 AX1000'0.35 MILE EAST ALONG STTE HIGHWAY 71 FROM ITS JUNCTION WITH U.S.
 AX1000'HIGHWAY 77 IN LA GRANGE, ON THE LAWN AT THE HIGH SCHOOL, AND IN THE
 AX1000'NORTHEAST PART OF THE SCHOOL GROUNDS, 183.5 FEET NORTH OF THE
 AX1000'NORTHEAST CORNER OF THE AUDITORIUM, 148.5 FEET SOUTHEAST OF THE CENTER
 AX1000'OF STATE HIGHWAY 71, 52 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 AX1000'VOCATIONAL SCHOOL BUILDING, 8 FEET SOUTHWEST OF THE EXTENDED LINE OF
 AX1000'THE SOUTHWEST SIDE OF THE VOCATIONAL SCHOOL BUILDING, AND SET IN THE
 AX1000'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 15-INCHES BELOW GROUND
 AX1000'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1001 ***********************************************************************
 AX1001  DESIGNATION -  LA GRANGE RM 3
 AX1001  PID         -  AX1001
 AX1001  STATE/COUNTY-  TX/FAYETTE
 AX1001  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1001
 AX1001                         *CURRENT SURVEY CONTROL
 AX1001  ___________________________________________________________________
 AX1001* NAD 83(1986)-  29 54 30.     (N)    096 52 15.     (W)     SCALED    
 AX1001* NAVD 88     -        85.16   (+/-2cm)     279.4    (feet)  VERTCON   
 AX1001  ___________________________________________________________________
 AX1001  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX1001
 AX1001  VERT ORDER  -  THIRD (See Below)
 AX1001
 AX1001.The horizontal coordinates were scaled from a topographic map and have
 AX1001.an estimated accuracy of +/- 6 seconds.
 AX1001
 AX1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1001.The vertical order pertains to the NGVD 29 superseded value.
 AX1001
 AX1001.The geoid height was determined by GEOID03.
 AX1001
 AX1001;                    North         East    Units  Estimated Accuracy
 AX1001;SPC TXSC     - 4,231,840.      805,600.      MT  (+/- 180 meters Scaled)
 AX1001
 AX1001                          SUPERSEDED SURVEY CONTROL
 AX1001
 AX1001  NGVD 29 (01/29/03)   85.11   (m)          279.2    (f) RESET       3  
 AX1001
 AX1001.Superseded values are not recommended for survey control.
 AX1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1001.See file dsdata.txt to determine how the superseded data were derived.
 AX1001
 AX1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU055105(NAD 83)
 AX1001_MARKER: DR = REFERENCE MARK DISK
 AX1001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1001_SP_SET: CURBING
 AX1001_STAMPING: LA GRANGE 1943 NO 3 1974
 AX1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1001
 AX1001  HISTORY     - Date     Condition        Report By
 AX1001  HISTORY     - 1974     MONUMENTED       NGS
 AX1001  HISTORY     - 19970607 GOOD             USPSQD
 AX1001
 AX1001                          STATION DESCRIPTION
 AX1001
 AX1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AX1001'IN LA GRANGE.
 AX1001'0.35 MILE EAST ALONG STATE HIGHWAY 71 FROM ITS JUNCTION WITH U.S.
 AX1001'HIGHWAY 77 IN LA GRANGE, ON THE LAWN AT THE HIGH SCHOOL, AND IN THE
 AX1001'NORTHEAST PART OF THE SCHOOL GROUNDS, 55.3 FEET WEST OF THE NORTHEAST
 AX1001'CORNER OF THE AUDITORIUM, 35.2 FEET NORTH OF THE NORTHWEST CORNER OF
 AX1001'THE AUDITORIUM, 1.5 FEET SOUTH OF THE NORTHWEST CORNER OF A FLOWER
 AX1001'BED, 1.2 FEET WEST OF THE CENTER OF A WATER METER MANHOLE, 1.0 FOOT
 AX1001'ABOVE THE SIDEWALK, AND SET IN A DRILLED HOLE IN A CONCRETE CURBING
 AX1001'SURROUNDING THE FLOWER BED AT THE FRONT OF THE AUDITORIUM.
 AX1001
 AX1001                          STATION RECOVERY (1997)
 AX1001
 AX1001'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2797 ***********************************************************************
 AX2797  DESIGNATION -  LA GRANGE STANDPIPE
 AX2797  PID         -  AX2797
 AX2797  STATE/COUNTY-  TX/FAYETTE
 AX2797  USGS QUAD   -  LA GRANGE WEST (1981)
 AX2797
 AX2797                         *CURRENT SURVEY CONTROL
 AX2797  ___________________________________________________________________
 AX2797* NAD 83(1993)-  29 54 46.24754(N)    096 52 56.21780(W)     ADJUSTED  
 AX2797* NAVD 88     -                                                        
 AX2797  ___________________________________________________________________
 AX2797  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AX2797  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AX2797
 AX2797  HORZ ORDER  -  THIRD
 AX2797
 AX2797.The horizontal coordinates were established by classical geodetic methods
 AX2797.and adjusted by the National Geodetic Survey in February 1996..
 AX2797
 AX2797
 AX2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2797
 AX2797.The geoid height was determined by GEOID03.
 AX2797
 AX2797;                    North         East     Units Scale Factor Converg.
 AX2797;SPC TXSC     - 4,232,320.054   804,480.200   MT  0.99991396   +1 02 15.0
 AX2797;SPC TXSC     -13,885,536.71  2,639,365.46   sFT  0.99991396   +1 02 15.0
 AX2797;SPC TX C     - 3,032,461.041 1,033,236.360   MT  1.00006064   +1 46 39.0
 AX2797;SPC TX C     - 9,948,999.27  3,389,876.29   sFT  1.00006064   +1 46 39.0
 AX2797;UTM  14      - 3,311,012.853   704,450.738   MT  1.00011575   +1 03 23.2
 AX2797
 AX2797                          SUPERSEDED SURVEY CONTROL
 AX2797
 AX2797  NAD 83(1986)-  29 54 46.26506(N)    096 52 56.20509(W) AD(       ) 4
 AX2797  NAD 27      -  29 54 45.45800(N)    096 52 55.27100(W) AD(       ) 3
 AX2797
 AX2797.Superseded values are not recommended for survey control.
 AX2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2797.See file dsdata.txt to determine how the superseded data were derived.
 AX2797
 AX2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0445111013(NAD 83)
 AX2797_MARKER: 52 = STANDPIPE TANK
 AX2797
 AX2797  HISTORY     - Date     Condition        Report By
 AX2797  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2797  HISTORY     - 1963     GOOD             CGS
 AX2797  HISTORY     - 1987     GOOD             USPSQD
 AX2797  HISTORY     - 19970607 GOOD             USPSQD
 AX2797
 AX2797                          STATION DESCRIPTION
 AX2797
 AX2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2797'THIS INTERSECTION STATION IS THE STANDPIPE OF THE CITY WATER
 AX2797'SUPPLY, LOCATED 0.5 MILE N OF THE COURTHOUSE, AND 200 FEET W
 AX2797'OF THE CENTER OF U.S. HIGHWAY 77.  IT IS AN ALL-STEEL STRUCTURE
 AX2797'ABOUT 60 FEET IN DIAMETER, AND 70 FEET HIGH.  THE ENTIRE
 AX2797'STRUCTURE IS PAINTED DARK GREY.  POINT OBSERVED UPON, THE
 AX2797'POINT ON THE APEX OF THE ROOF.
 AX2797
 AX2797                          STATION RECOVERY (1963)
 AX2797
 AX2797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2797'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2797'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2797
 AX2797                          STATION RECOVERY (1987)
 AX2797
 AX2797'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AX2797'RECOVERED IN GOOD CONDITION.
 AX2797
 AX2797                          STATION RECOVERY (1997)
 AX2797
 AX2797'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3153 ***********************************************************************
 CS3153  DESIGNATION -  LA JUNTA
 CS3153  PID         -  CS3153
 CS3153  STATE/COUNTY-  TX/PARKER
 CS3153  USGS QUAD   -  SPRINGTOWN (1979)
 CS3153
 CS3153                         *CURRENT SURVEY CONTROL
 CS3153  ___________________________________________________________________
 CS3153* NAD 83(1993)-  32 56 17.24777(N)    097 38 01.50842(W)     ADJUSTED  
 CS3153* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 CS3153  ___________________________________________________________________
 CS3153  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 CS3153  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CS3153
 CS3153  HORZ ORDER  -  FIRST
 CS3153
 CS3153.The horizontal coordinates were established by classical geodetic methods
 CS3153.and adjusted by the National Geodetic Survey in February 1996..
 CS3153
 CS3153.The orthometric height was scaled from a topographic map.
 CS3153
 CS3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3153
 CS3153.The geoid height was determined by GEOID03.
 CS3153
 CS3153;                    North         East     Units Scale Factor Converg.
 CS3153;SPC TXNC     - 2,141,325.469   680,999.009   MT  0.99987457   +0 28 20.8
 CS3153;SPC TXNC     - 7,025,331.98  2,234,244.25   sFT  0.99987457   +0 28 20.8
 CS3153;UTM  14      - 3,645,255.540   627,723.163   MT  0.99980114   +0 44 34.7
 CS3153
 CS3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3153!SPC TXNC     -   0.99996079  x   0.99987457  =   0.99983537
 CS3153!UTM  14      -   0.99996079  x   0.99980114  =   0.99976194
 CS3153
 CS3153|---------------------------------------------------------------------|
 CS3153| PID    Reference Object                     Distance      Geod. Az  |
 CS3153|                                                           dddmmss.s |
 CS3153| CY1424 LA JUNTA RM 1                        19.812 METERS 09757     |
 CS3153| CY1423 LA JUNTA AZ MK                                     3043449.9 |
 CS3153| CY1425 LA JUNTA RM 2                        28.721 METERS 31931     |
 CS3153|---------------------------------------------------------------------|
 CS3153
 CS3153                          SUPERSEDED SURVEY CONTROL
 CS3153
 CS3153  NAD 83(1993)-  32 56 17.24971(N)    097 38 01.49457(W) AD(       ) 1
 CS3153  NAD 83(1986)-  32 56 17.25094(N)    097 38 01.49257(W) AD(       ) 1
 CS3153  NAD 27      -  32 56 16.79800(N)    097 38 00.39900(W) AD(       ) 1
 CS3153
 CS3153.Superseded values are not recommended for survey control.
 CS3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3153.See file dsdata.txt to determine how the superseded data were derived.
 CS3153
 CS3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2772345256(NAD 83)
 CS3153_MARKER: DD = SURVEY DISK
 CS3153_SETTING: 0 = UNSPECIFIED SETTING
 CS3153
 CS3153  HISTORY     - Date     Condition        Report By
 CS3153  HISTORY     - 1946     MONUMENTED       CGS
 CS3153  HISTORY     - 1951     GOOD             CGS
 CS3153  HISTORY     - 1960     GOOD             CGS
 CS3153  HISTORY     - 1963     GOOD             CGS
 CS3153  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS3153
 CS3153                          STATION DESCRIPTION
 CS3153
 CS3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3153'STATION IS LOCATED ABOUT 1-3/4 MILES NW FROM THE VILLAGE
 CS3153'OF LA JUNTA AND ABOUT 5-1/2 MILES NW FROM AZLE, ALONG THE S
 CS3153'SIDE OF PAVED HIGHWAY 199.  IT IS AT THE TOP OF A LOW DIVIDE,
 CS3153'ABOUT 100 YARDS SW FROM A SMALL WHITE HOUSE AND A STONE TANK
 CS3153'TOWER, 75 FEET SW OF THE CENTER LINE OF TEXAS HIGHWAY 199,
 CS3153'AND 5 FEET N OF WHITE WOODEN WITNESS POST.
 CS3153'
 CS3153'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3153'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED LA
 CS3153'JUNTA 1946 AND PROJECTS 6 INCHES.
 CS3153'
 CS3153'REFERENCE MARK 1 IS 65.00 FEET E OF THE STATION, 48 FEET SW
 CS3153'OF HIGHWAY 199, AND 16 FEET NW OF TELEPHONE POLE.  A BRONZE
 CS3153'REFERENCE DISK STAMPED LA JUNTA NO 1 1946, AND IS SET
 CS3153'IN THE TOP OF A CONCRETE POST.  IT PROJECTS 6 INCHES.
 CS3153'
 CS3153'REFERENCE MARK 2 IS 94.23 FEET NW OF THE STATION, 49 FEET SW
 CS3153'OF THE CENTER LINE OF HIGHWAY 199, AND 2-1/2 FEET SE OF A
 CS3153'TELEPHONE POLE.  A BRONZE REFERENCE DISK, STAMPED LA JUNTA
 CS3153'NO 2 1946, AND IS SET IN THE TOP OF A CONCRETE POST.  IT
 CS3153'PROJECTS 6 INCHES.
 CS3153'
 CS3153'AZIMUTH MARK IS 0.6 MILE NW OF THE STATION.  IT IS 49 FEET
 CS3153'NE OF THE CENTER LINE OF HIGHWAY 199, 1 FOOT SW OF FENCE
 CS3153'LINE, AND 3 FEET S OF HIGH-LINE POWER POLE.  A BRONZE AZIMUTH
 CS3153'DISK, STAMPED LA JUNTA 1946, AND SET IN THE TOP OF A CONCRETE
 CS3153'POST.  IT PROJECTS 8 INCHES.
 CS3153'
 CS3153'TO REACH THE STATION FROM THE LACY GAS STATION IN LA JUNTA,
 CS3153'GO NW ON TEXAS HIGHWAY 199 FOR 1.75 MILES TO THE TOP OF GRADE
 CS3153'AND THE STATION ON THE LEFT.
 CS3153'
 CS3153'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NW ON HIGHWAY
 CS3153'199 FOR 0.6 MILE TO THE MARK ON RIGHT SIDE OF HIGHWAY AS
 CS3153'DESCRIBED.
 CS3153'
 CS3153'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3153
 CS3153                          STATION RECOVERY (1951)
 CS3153
 CS3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3153'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CS3153'AS DESCRIBED.
 CS3153
 CS3153                          STATION RECOVERY (1960)
 CS3153
 CS3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3153'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION
 CS3153'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 CS3153'CORRECT.
 CS3153
 CS3153                          STATION RECOVERY (1963)
 CS3153
 CS3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3153'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CS3153'MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK,
 CS3153'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AS
 CS3153'DESCRIBED IN THE ORIGINAL DESCRIPTION, EXCEPT THE WITNESS POST
 CS3153'IS GONE.  REFERENCE MARK NO. 2 WAS FOUND TO BE 10 INCHES
 CS3153'BELOW THE SURFACE OF THE GROUND.  IT IS 49 FEET SOUTHWEST
 CS3153'OF THE CENTER LINE OF STATE HIGHWAY 199, 26 FEET EAST OF THE
 CS3153'NORTHEAST END OF A CONCRETE WALK WHICH LEADS TO THE HOUSE,
 CS3153'6-1/2 FEET NORTHEAST OF THE YARD FENCE, AND 6 FEET NORTHWEST
 CS3153'OF A TELEPHONE POLE.
 CS3153'
 CS3153'TO REACH THE STATION FROM THE CROSSROADS AT THE DICKS CAFE
 CS3153'AND TRUCK STOP IN LA JUNTA, GO NORTHWEST ON STATE HIGHWAY
 CS3153'199 FOR 1.75 MILES TO THE STATION ON THE LEFT.  CONTINUE
 CS3153'ON THE HIGHWAY 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CS3153
 CS3153                          STATION RECOVERY (1997)
 CS3153
 CS3153'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3614 ***********************************************************************
 DH3614  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3614  DESIGNATION -  LA MARQUE CORS ARP
 DH3614  CORS_ID     -  TXLM
 DH3614  PID         -  DH3614
 DH3614  STATE/COUNTY-  TX/GALVESTON
 DH3614  USGS QUAD   -  DICKINSON (1997)
 DH3614
 DH3614                         *CURRENT SURVEY CONTROL
 DH3614  ___________________________________________________________________
 DH3614* NAD 83(CORS)-  29 23 31.98669(N)    095 01 25.23786(W)     ADJUSTED  
 DH3614* NAVD 88     -                                                        
 DH3614  ___________________________________________________________________
 DH3614  EPOCH DATE  -        2002.00
 DH3614  X           -    -487,016.468 (meters)                     COMP
 DH3614  Y           -  -5,540,253.558 (meters)                     COMP
 DH3614  Z           -   3,111,843.284 (meters)                     COMP
 DH3614  ELLIP HEIGHT-         -16.14  (meters)          (06/??/05) GPS OBS
 DH3614  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DH3614
 DH3614  HORZ ORDER  -  SPECIAL (CORS)
 DH3614  ELLP ORDER  -  SPECIAL (CORS)
 DH3614
 DH3614.ITRF positions are available for this station.
 DH3614.The coordinates were established by GPS observations
 DH3614.and adjusted by the National Geodetic Survey in June 2005..
 DH3614.The coordinates are valid at the epoch date displayed above.
 DH3614.The epoch date for horizontal control is a decimal equivalence
 DH3614.of Year/Month/Day.
 DH3614
 DH3614
 DH3614.The PID for the CORS L1 Phase Center is DH3615.
 DH3614
 DH3614.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3614
 DH3614.The ellipsoidal height was determined by GPS observations
 DH3614.and is referenced to NAD 83.
 DH3614
 DH3614.The geoid height was determined by GEOID03.
 DH3614
 DH3614;                    North         East     Units Scale Factor Converg.
 DH3614;SPC TXSC     - 4,179,325.688   985,849.906   MT  0.99986374   +1 56 53.0
 DH3614;SPC TXSC     -13,711,671.03  3,234,409.23   sFT  0.99986374   +1 56 53.0
 DH3614
 DH3614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3614!SPC TXSC     -   1.00000253  x   0.99986374  =   0.99986627
 DH3614
 DH3614                          SUPERSEDED SURVEY CONTROL
 DH3614
 DH3614.No superseded survey control is available for this station.
 DH3614
 DH3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0362153144(NAD 83)
 DH3614_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3614
 DH3614                          STATION DESCRIPTION
 DH3614
 DH3614'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3614'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3614'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3614'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3614'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3614'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3615 ***********************************************************************
 DH3615  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3615  DESIGNATION -  LA MARQUE CORS L1 PHASE CENTER
 DH3615  CORS_ID     -  TXLM
 DH3615  PID         -  DH3615
 DH3615  STATE/COUNTY-  TX/GALVESTON
 DH3615  USGS QUAD   -  DICKINSON (1997)
 DH3615
 DH3615                         *CURRENT SURVEY CONTROL
 DH3615  ___________________________________________________________________
 DH3615* NAD 83(CORS)-  29 23 31.98670(N)    095 01 25.23784(W)     ADJUSTED  
 DH3615* NAVD 88     -                                                        
 DH3615  ___________________________________________________________________
 DH3615  EPOCH DATE  -        2002.00
 DH3615  X           -    -487,016.473 (meters)                     COMP
 DH3615  Y           -  -5,540,253.619 (meters)                     COMP
 DH3615  Z           -   3,111,843.319 (meters)                     COMP
 DH3615  ELLIP HEIGHT-         -16.07  (meters)          (06/??/05) GPS OBS
 DH3615  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DH3615
 DH3615  HORZ ORDER  -  SPECIAL (CORS)
 DH3615  ELLP ORDER  -  SPECIAL (CORS)
 DH3615
 DH3615.ITRF positions are available for this station.
 DH3615.The coordinates were established by GPS observations
 DH3615.and adjusted by the National Geodetic Survey in June 2005..
 DH3615.The coordinates are valid at the epoch date displayed above.
 DH3615.The epoch date for horizontal control is a decimal equivalence
 DH3615.of Year/Month/Day.
 DH3615
 DH3615
 DH3615.The PID for the CORS ARP is DH3614.
 DH3615
 DH3615.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3615
 DH3615.The ellipsoidal height was determined by GPS observations
 DH3615.and is referenced to NAD 83.
 DH3615
 DH3615.The geoid height was determined by GEOID03.
 DH3615
 DH3615;                    North         East     Units Scale Factor Converg.
 DH3615;SPC TXSC     - 4,179,325.688   985,849.906   MT  0.99986374   +1 56 53.0
 DH3615;SPC TXSC     -13,711,671.03  3,234,409.23   sFT  0.99986374   +1 56 53.0
 DH3615
 DH3615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3615!SPC TXSC     -   1.00000252  x   0.99986374  =   0.99986626
 DH3615
 DH3615                          SUPERSEDED SURVEY CONTROL
 DH3615
 DH3615.No superseded survey control is available for this station.
 DH3615
 DH3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0362153144(NAD 83)
 DH3615_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3615
 DH3615                          STATION DESCRIPTION
 DH3615
 DH3615'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3615'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3615'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3615'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3615'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3615'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0454 ***********************************************************************
 BA0454  DESIGNATION -  LA MOTA
 BA0454  PID         -  BA0454
 BA0454  STATE/COUNTY-  TX/PRESIDIO
 BA0454  USGS QUAD   -  LA MOTA MOUNTAIN (1983)
 BA0454
 BA0454                         *CURRENT SURVEY CONTROL
 BA0454  ___________________________________________________________________
 BA0454* NAD 83(1993)-  29 31 39.83077(N)    103 58 56.17084(W)     ADJUSTED  
 BA0454* NAVD 88     -      1538.     (meters)    5046.     (feet)  SCALED    
 BA0454  ___________________________________________________________________
 BA0454  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 BA0454  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0454
 BA0454  HORZ ORDER  -  FIRST
 BA0454
 BA0454.The horizontal coordinates were established by classical geodetic methods
 BA0454.and adjusted by the National Geodetic Survey in February 1996..
 BA0454
 BA0454.The orthometric height was scaled from a topographic map.
 BA0454
 BA0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0454
 BA0454.The geoid height was determined by GEOID03.
 BA0454
 BA0454;                    North         East     Units Scale Factor Converg.
 BA0454;SPC TXSC     - 4,198,069.152   117,228.876   MT  0.99986888   -2 26 27.2
 BA0454;SPC TXSC     -13,773,165.21    384,608.40   sFT  0.99986888   -2 26 27.2
 BA0454;UTM  13      - 3,266,887.679   598,621.855   MT  0.99972001   +0 30 05.8
 BA0454
 BA0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0454!SPC TXSC     -   0.99976187  x   0.99986888  =   0.99963078
 BA0454!UTM  13      -   0.99976187  x   0.99972001  =   0.99948195
 BA0454
 BA0454:                Primary Azimuth Mark                     Grid Az
 BA0454:SPC TXSC     -  BOGLES                                   125 54 26.7
 BA0454:UTM  13      -  BOGLES                                   122 57 53.7
 BA0454
 BA0454|---------------------------------------------------------------------|
 BA0454| PID    Reference Object                     Distance      Geod. Az  |
 BA0454|                                                           dddmmss.s |
 BA0454| BA0444 BOGLES                              APPROX.10.8 KM 1232759.5 |
 BA0454| CH8833 LA MOTA RM 1                          7.163 METERS 16808     |
 BA0454| CH8834 LA MOTA RM 2                         12.820 METERS 27548     |
 BA0454| CH8832 LA MOTA AZ MK                                      2774703.2 |
 BA0454|---------------------------------------------------------------------|
 BA0454
 BA0454                          SUPERSEDED SURVEY CONTROL
 BA0454
 BA0454  NAD 83(1986)-  29 31 39.82217(N)    103 58 56.16283(W) AD(       ) 1
 BA0454  NAD 27      -  29 31 39.14500(N)    103 58 54.45100(W) AD(       ) 1
 BA0454
 BA0454.Superseded values are not recommended for survey control.
 BA0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0454.See file dsdata.txt to determine how the superseded data were derived.
 BA0454
 BA0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN9862266888(NAD 83)
 BA0454_MARKER: DS = TRIANGULATION STATION DISK
 BA0454_SETTING: 66 = SET IN ROCK OUTCROP
 BA0454
 BA0454  HISTORY     - Date     Condition        Report By
 BA0454  HISTORY     - 1934     MONUMENTED       CGS
 BA0454
 BA0454                          STATION DESCRIPTION
 BA0454
 BA0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0454'ABOUT 24 MILES EAST OF PRESIDIO, 7 MILES WEST OF THE FRESNO
 BA0454'CANYON ROAD AND 4 MILES NORTH-NORTHWEST OF MR. BOGLES RANCH.  IT IS
 BA0454'ON LA MOTA MOUNTAIN WHICH IS THE HIGHEST MOUNTAIN IN THE IMMEDIATE
 BA0454'VICINITY.  SURFACE MARK IS ON THE HIGHEST PART OF THE MOUNTAIN
 BA0454'WHICH IS THE EAST END.
 BA0454'
 BA0454'TO REACH FROM BOGLES RANCH, GO NORTHEAST ON THE MARFA ROAD
 BA0454'1.45 MILES TO A WOOD GATE, PASS THROUGH GATE AND TAKE LEFT FORK
 BA0454'(DIM ROAD) JUST ON THE NORTH SIDE OF GATE, FOLLOW THIS ROAD
 BA0454'NORTH 0.95 MILE TO A FORK AND SMALL ROCK CAIRN ON THE WEST SIDE
 BA0454'OF ROAD, TURN LEFT (WEST) AND FOLLOW THIS ROAD WHICH IS VERY DIM,
 BA0454'KEEPING LARGE MESA TO THE RIGHT, FOR 0.9 MILE NORTHWEST TO A
 BA0454'GATE AND TELEPHONE LINE, PASS THROUGH THE GATE AND CONTINUE ON
 BA0454'VERY DIM ROAD 0.6 MILE TO A CREEK BOTTOM, TURN LEFT AND
 BA0454'FOLLOW ROAD 0.2 MILE UP CREEK BOTTOM TO THE POINT WHERE IT
 BA0454'LEAVES THE CREEK.  FROM HERE FOLLOW THE ROAD 3.0 MILES TO A
 BA0454'POINT APPROXIMATELY 1/2 MILE EAST OF LA MOTA MOUNTAIN.  FROM
 BA0454'THIS POINT PACK WEST TO BASE OF MOUNTAIN, THEN WORK WAY UP NORTH
 BA0454'AND NORTHEAST SIDES TO THE HIGHEST POINT AND STATION.  THE
 BA0454'CLIMB IS ROUGH AND STEEP.  ONE HOUR CLIMB WITH A HEAVY PACK.
 BA0454'
 BA0454'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BA0454'SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, 12A AND 12A
 BA0454'
 BA0454'AZIMUTH MARK IS WEST OF STATION AND ON A SLOPE JUST UNDER A
 BA0454'3-FOOT RIDGE ON THE HIGH POINT OF THE MOUNTAIN WEST OF THE STATION.
 BA0454'THE WORD AZIMUTH IS NOT STAMPED ON THE MARK.
 BA0454'
 BA0454'A 4-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0626 ***********************************************************************
 AO0626  DESIGNATION -  LA PARITA
 AO0626  PID         -  AO0626
 AO0626  STATE/COUNTY-  TX/ATASCOSA
 AO0626  USGS QUAD   -  CHRISTINE WEST (1968)
 AO0626
 AO0626                         *CURRENT SURVEY CONTROL
 AO0626  ___________________________________________________________________
 AO0626* NAD 83(1993)-  28 49 35.04850(N)    098 32 24.34143(W)     ADJUSTED  
 AO0626* NAVD 88     -       130.8    (meters)     429.     (feet)  VERTCON   
 AO0626  ___________________________________________________________________
 AO0626  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AO0626  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AO0626
 AO0626  HORZ ORDER  -  FIRST
 AO0626
 AO0626.The horizontal coordinates were established by classical geodetic methods
 AO0626.and adjusted by the National Geodetic Survey in February 1996..
 AO0626
 AO0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0626
 AO0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0626
 AO0626.The geoid height was determined by GEOID03.
 AO0626
 AO0626;                    North         East     Units Scale Factor Converg.
 AO0626;SPC TXSC     - 4,110,148.026   644,882.827   MT  0.99990235   +0 13 31.1
 AO0626;SPC TXSC     -13,484,710.65  2,115,753.07   sFT  0.99990235   +0 13 31.1
 AO0626;UTM  14      - 3,188,839.562   544,869.631   MT  0.99962484   +0 13 18.3
 AO0626
 AO0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0626!SPC TXSC     -   0.99998344  x   0.99990235  =   0.99988579
 AO0626!UTM  14      -   0.99998344  x   0.99962484  =   0.99960829
 AO0626
 AO0626:                Primary Azimuth Mark                     Grid Az
 AO0626:SPC TXSC     -  PLEASANTON ATT MICROWAVE                 054 23 01.0
 AO0626:UTM  14      -  PLEASANTON ATT MICROWAVE                 054 23 13.8
 AO0626
 AO0626|---------------------------------------------------------------------|
 AO0626| PID    Reference Object                     Distance      Geod. Az  |
 AO0626|                                                           dddmmss.s |
 AO0626| AO0577 PLEASANTON ATT MICROWAVE            APPROX.14.1 KM 0543632.1 |
 AO0626| AO0573 CHRISTINE METHODIST CH SPIRE        APPROX. 5.9 KM 1352426.3 |
 AO0626| CV5416 LA PARITA AZ MK                                    1784838.9 |
 AO0626| CV5417 LA PARITA RM 1                       18.493 METERS 19244     |
 AO0626| AO0625 JOURDANTON EXXON MICROWAVE          APPROX. 7.3 KM 3262258.9 |
 AO0626| CV5418 LA PARITA RM 2                       24.470 METERS 35118     |
 AO0626| AO0622 JOURDANTON ATASCOSA CO CTHSE        APPROX.10.4 KM 3564926.5 |
 AO0626|---------------------------------------------------------------------|
 AO0626
 AO0626                          SUPERSEDED SURVEY CONTROL
 AO0626
 AO0626  NAD 83(1986)-  28 49 35.05361(N)    098 32 24.31828(W) AD(       ) 1
 AO0626  NAD 27      -  28 49 34.13326(N)    098 32 23.24997(W) AD(       ) 1
 AO0626  NGVD 29 (07/19/86)  130.8    (m)          429.     (f) VERT ANG       
 AO0626
 AO0626.Superseded values are not recommended for survey control.
 AO0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0626.See file dsdata.txt to determine how the superseded data were derived.
 AO0626
 AO0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4487088840(NAD 83)
 AO0626_MARKER: DS = TRIANGULATION STATION DISK
 AO0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0626
 AO0626  HISTORY     - Date     Condition        Report By
 AO0626  HISTORY     - 1975     MONUMENTED       NGS
 AO0626
 AO0626                          STATION DESCRIPTION
 AO0626
 AO0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AO0626'NO MEASUREMENT BETWEEN RMS DUE TO MARKS BEING SET IN FENCELINE.
 AO0626'
 AO0626'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF
 AO0626'CHARLOTTE, 6 MILES SOUTH OF JOURDANTON, 3 MILES NORTHWEST OF
 AO0626'CHRISTINE AND ON LOW RIDGE ON THE WEST SIDE OF STATE HIGHWAY
 AO0626'16.  IT IS ON STATE HIGHWAY RIGHT-OF-WAY.  PERMIT WAS GRANTED BY
 AO0626'MR. R.E. STOTZER JR., DISTRICT ENGINEER, TEXAS HIGHWAY
 AO0626'DEPARTMENT, POST OFFICE BOX 29928, SAN ANTONIO, TEXAS 78284.
 AO0626'
 AO0626'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 97 IN
 AO0626'JOURDANTON, GO SOUTH ON STATE HIGHWAY 16 FOR 5.35 MILES TO THE LA
 AO0626'PARITA CREEK, CONTINUE SOUTH ON THE HIGHWAY FOR 0.8 MILE TO A DRIVE
 AO0626'WAY ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY FOR 0.25 MILE TO THE
 AO0626'HIGHEST PART OF HILL AND STATION ON THE RIGHT, WEST SIDE OF
 AO0626'HIGHWAY.  AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 AO0626'STATION, GO SOUTH ON STATE HIGHWAY 16 FOR 0.7 MILE TO THE MARK
 AO0626'ON THE LEFT, EAST SIDE OF ROAD.  AS DESCRIBED.
 AO0626'
 AO0626'STATION MARKS ARE STANDARD DISKS STAMPED LA PARITA 1975.  THE
 AO0626'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AO0626'MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 47 FEET
 AO0626'WEST OF THE CENTER LINE OF STATE HIGHWAY 16, 17 FEET SOUTHEAST OF
 AO0626'TELEPHONE POLE, 13.5 FEET EAST-NORTHEAST OF METAL WITNESS POST
 AO0626'WITH SIGN ATTACHED AND 13 FEET EAST OF FENCE LINE.  THE
 AO0626'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AO0626'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AO0626'
 AO0626'REFERENCE MARK 1, A STANDARD DISK STAMPED LA PARITA NO 1 1975, IS
 AO0626'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AO0626'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 60 FEET WEST OF
 AO0626'THE CENTER LINE OF STATE HIGHWAY 16 AND SET IN FENCE LINE ALSO
 AO0626'UNDER TELEPHONE LINE.
 AO0626'
 AO0626'REFERENCE MARK 2, A STANDARD DISK STAMPED LA PARITA NO 2 1975, IS
 AO0626'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AO0626'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 60 FEET WEST OF
 AO0626'THE CENTER LINE OF STATE HIGHWAY 16, 15 FEET NORTH OF RIGHT-OF-WAY
 AO0626'POST AND 1 FOOT EAST OF FENCE LINE.
 AO0626'
 AO0626'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED LA PARITA AZ
 AO0626'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0626'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 59 FEET
 AO0626'EAST OF THE CENTER LINE OF STATE HIGHWAY 16, 2.3 FEET
 AO0626'SOUTH-SOUTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED AND 1
 AO0626'FOOT WEST OF FENCE LINE.
 AO0626'
 AO0626'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1275 ***********************************************************************
 AW1275  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1275  SACS        -  This is a Secondary Airport Control Station.
 AW1275  DESIGNATION -  LA PORTE
 AW1275  PID         -  AW1275
 AW1275  STATE/COUNTY-  TX/HARRIS
 AW1275  USGS QUAD   -  LA PORTE (1982)
 AW1275
 AW1275                         *CURRENT SURVEY CONTROL
 AW1275  ___________________________________________________________________
 AW1275* NAD 83(1993)-  29 39 53.91195(N)    095 03 56.69508(W)     ADJUSTED  
 AW1275* NAVD 88     -         6.62   (meters)      21.7    (feet)  GPS OBS   
 AW1275  ___________________________________________________________________
 AW1275  X           -    -489,768.401 (meters)                     COMP
 AW1275  Y           -  -5,525,048.029 (meters)                     COMP
 AW1275  Z           -   3,138,147.594 (meters)                     COMP
 AW1275  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW1275  ELLIP HEIGHT-         -20.53  (meters)          (12/03/01) GPS OBS
 AW1275  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1275  DYNAMIC HT  -           6.61  (meters)      21.7   (feet)  COMP
 AW1275  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 AW1275
 AW1275  HORZ ORDER  -  FIRST
 AW1275  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1275  ELLP ORDER  -  FOURTH    CLASS II
 AW1275
 AW1275.This mark is at La Porte Muni (T41) Airport (T41)
 AW1275
 AW1275.The horizontal coordinates were established by GPS observations
 AW1275.and adjusted by the National Geodetic Survey in December 2001..
 AW1275
 AW1275.The orthometric height was determined by GPS observations and a
 AW1275.high-resolution geoid model using precise GPS observation and
 AW1275.processing techniques. It supersedes the leveled height previously
 AW1275.determined for this station.
 AW1275
 AW1275.GPS derived orthometric heights for airport stations designated as
 AW1275.PACS or SACS are published to 2 decimal places.  This maintains
 AW1275.centimeter relative accuracy between the PACS and SACS.  It does
 AW1275.not indicate centimeter accuracy relative to other marks which are
 AW1275.part of the NAVD 88 network.
 AW1275.The vertical order pertains to the first NAVD 88 superseded value.
 AW1275
 AW1275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1275
 AW1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1275
 AW1275.The ellipsoidal height was determined by GPS observations
 AW1275.and is referenced to NAD 83.
 AW1275
 AW1275.The geoid height was determined by GEOID03.
 AW1275
 AW1275.The dynamic height is computed by dividing the NAVD 88
 AW1275.geopotential number by the normal gravity value computed on the
 AW1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1275.degrees latitude (g = 980.6199 gals.).
 AW1275
 AW1275.The modeled gravity was interpolated from observed gravity values.
 AW1275
 AW1275;                    North         East     Units Scale Factor Converg.
 AW1275;SPC TXSC     - 4,209,400.206   980,752.232   MT  0.99987978   +1 55 38.8
 AW1275;SPC TXSC     -13,810,340.51  3,217,684.61   sFT  0.99987978   +1 55 38.8
 AW1275;UTM  15      - 3,283,447.108   300,075.252   MT  1.00009319   -1 01 21.8
 AW1275
 AW1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1275!SPC TXSC     -   1.00000322  x   0.99987978  =   0.99988300
 AW1275!UTM  15      -   1.00000322  x   1.00009319  =   1.00009641
 AW1275
 AW1275:                Primary Azimuth Mark                     Grid Az
 AW1275:SPC TXSC     -  LAPORT                                   009 52 41.8
 AW1275:UTM  15      -  LAPORT                                   012 49 42.4
 AW1275
 AW1275|---------------------------------------------------------------------|
 AW1275| PID    Reference Object                     Distance      Geod. Az  |
 AW1275|                                                           dddmmss.s |
 AW1275| AW5679 LAPORT                              474.485 METERS 0114820.6 |
 AW1275| AW6354 LA PORTE DUPONT CHEMICAL TANK       APPROX. 4.8 KM 0364736.4 |
 AW1275| AW6214 HOUSTON RAD STA KTRH MAST 3         APPROX.21.6 KM 0522000.3 |
 AW1275| AW6158 BAYTOWN RAD STA KRCT MAST           APPROX.13.8 KM 0602756.8 |
 AW1275| AW6387 LA PORTE MUNICIPAL TANK             APPROX. 4.1 KM 0901444.7 |
 AW1275| AW6331 LA PORTE MUNICIPAL TANK 1963        APPROX. 4.1 KM 0904330.1 |
 AW1275| AW1279 LA PORTE AZ MK                                     0931714.0 |
 AW1275| AW6393 SHOREACRES BLACK TANK               APPROX. 6.9 KM 1360845.0 |
 AW1275| AW1274 LA PORTE RM 1                        19.095 METERS 16218     |
 AW1275| AW6363 FAIRMONT MUNICIPAL TANK             APPROX. 1.1 KM 2182822.4 |
 AW1275| AW1276 LA PORTE RM 2                        26.712 METERS 29021     |
 AW1275| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 9.5 KM 3511538.8 |
 AW1275| AW6371 HOUSTON RAD STA KTHT MAST 3         APPROX. 7.3 KM 3531702.5 |
 AW1275|---------------------------------------------------------------------|
 AW1275
 AW1275                          SUPERSEDED SURVEY CONTROL
 AW1275
 AW1275  ELLIP H (10/25/00)  -20.51   (m)                       GP(       ) 4 1
 AW1275  NAD 83(1993)-  29 39 53.91249(N)    095 03 56.69444(W) AD(       ) 1
 AW1275  ELLIP H (05/14/97)  -20.36   (m)                       GP(       ) 4 2
 AW1275  NAD 83(1993)-  29 39 53.91230(N)    095 03 56.69447(W) AD(       ) 1
 AW1275  ELLIP H (10/17/96)  -20.37   (m)                       GP(       ) 3 1
 AW1275  NAD 83(1993)-  29 39 53.91381(N)    095 03 56.69219(W) AD(       ) 3
 AW1275  NAD 83(1986)-  29 39 53.92962(N)    095 03 56.67294(W) AD(       ) 3
 AW1275  NAD 27      -  29 39 53.10008(N)    095 03 55.92802(W) AD(       ) 3
 AW1275  NAVD 88 (06/15/91)    6.667  (m)           21.87   (f) ADJUSTED    1 2
 AW1275  NGVD 29 (12/23/87)    6.664  (m)           21.86   (f) ADJUSTED    1 2
 AW1275
 AW1275.Superseded values are not recommended for survey control.
 AW1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1275.See file dsdata.txt to determine how the superseded data were derived.
 AW1275
 AW1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0007583447(NAD 83)
 AW1275_MARKER: DS = TRIANGULATION STATION DISK
 AW1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1275_SP_SET: CONCRETE POST
 AW1275_STAMPING: LA PORTE 1952
 AW1275_MARK LOGO: CGS   
 AW1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1275+STABILITY: SURFACE MOTION
 AW1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1275+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1995
 AW1275
 AW1275  HISTORY     - Date     Condition        Report By
 AW1275  HISTORY     - 1952     MONUMENTED       CGS
 AW1275  HISTORY     - 1953     GOOD             CGS
 AW1275  HISTORY     - 1953     GOOD             CGS
 AW1275  HISTORY     - 1958     GOOD             NGS
 AW1275  HISTORY     - 1959     GOOD             HLPCO
 AW1275  HISTORY     - 1961     GOOD             CGS
 AW1275  HISTORY     - 1963     GOOD             CGS
 AW1275  HISTORY     - 1964     GOOD             CGS
 AW1275  HISTORY     - 1964     GOOD             NGS
 AW1275  HISTORY     - 1978     GOOD             NGS
 AW1275  HISTORY     - 1986     GOOD             NGS
 AW1275  HISTORY     - 1987     GOOD             USPSQD
 AW1275  HISTORY     - 1987     GOOD             USPSQD
 AW1275  HISTORY     - 1988     GOOD             USPSQD
 AW1275  HISTORY     - 1988     GOOD             USPSQD
 AW1275  HISTORY     - 1988     GOOD             USPSQD
 AW1275  HISTORY     - 1988     GOOD             USPSQD
 AW1275  HISTORY     - 1988     GOOD             USPSQD
 AW1275  HISTORY     - 1988     GOOD             USPSQD
 AW1275  HISTORY     - 1989     GOOD             USPSQD
 AW1275  HISTORY     - 1989     GOOD             USPSQD
 AW1275  HISTORY     - 1989     GOOD             USPSQD
 AW1275  HISTORY     - 1989     GOOD             USPSQD
 AW1275  HISTORY     - 1989     GOOD             USPSQD
 AW1275  HISTORY     - 1989     GOOD             USPSQD
 AW1275  HISTORY     - 19910202 GOOD             USPSQD
 AW1275  HISTORY     - 19940423 GOOD             USPSQD
 AW1275  HISTORY     - 19950418 GOOD             HGCSD
 AW1275  HISTORY     - 19950911 GOOD             NGS
 AW1275  HISTORY     - 20020308 GOOD             USPSQD
 AW1275  HISTORY     - 20020311 GOOD             USPSQD
 AW1275
 AW1275                          STATION DESCRIPTION
 AW1275
 AW1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW1275'THE STATION IS LOCATED ABOUT 2 MILES WEST OF LA PORTE, 90
 AW1275'FEET NORTH OF THE CENTER OF THE SPENCER HIGHWAY, 47 FEET
 AW1275'EAST OF THE NORTHEAST CORNER OF A SMALL WAREHOUSE AND 28
 AW1275'FEET NORTH OF THE NORTHWEST CORNER OF A STEEL TOWER SUPPORTING
 AW1275'A WIND SOCK.  IT IS SET FLUSH AND IS STAMPED LA PORTE 1952.
 AW1275'
 AW1275'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF THE CENTER OF THE
 AW1275'SPENCER HIGHWAY, 45 FEET EAST OF A SHELL ROAD LEADING INTO
 AW1275'THE AIRPORT AND 24 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AW1275'OF A STEEL TOWER SUPPORTING A WIND SOCK.  IT PROJECTS 5 INCHES
 AW1275'AND IS STAMPED LA PORTE NO 1 1952.
 AW1275'
 AW1275'REFERENCE MARK NO. 2 IS 65 FEET WEST OF A SHELL ROAD LEADING
 AW1275'INTO THE AIRPORT AND 33 FEET NORTH OF THE NORHTWEST CORNER
 AW1275'OF A SMALL WAREHOUSE.  IT IS SET FLUSH AND IS STAMPED LA
 AW1275'PORTE NO 2 1952.
 AW1275'
 AW1275'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 135.15 FEET.
 AW1275'
 AW1275'THE AZIMUTH MARK IS 47 FEET SOUTH OF THE SPENCER HIGHWAY,
 AW1275'22 FEET EAST OF A GRAVELED DRIVE, 3 FEET WEST OF A WITNESS
 AW1275'POST AND 1 FOOT NORTH OF A TELEPHONE AND HIGHLINE POLE.  IT
 AW1275'PROJECTS 5 INCHES AND IS STAMPED LA PORTE 1952.
 AW1275'
 AW1275'TO REACH THE STATION FROM THE POST OFFICE IN LA PORTE GO
 AW1275'WEST ON STATE HIGHWAY 225 FOR 0.5 MILE TO THE JUNCTION OF STATE
 AW1275'HIGHWAY 225 AND THE SPENCER HIGHWAY, FOLLOW THE SPENCER
 AW1275'HIGHWAY WEST FOR 0.5 MILE TO A RAILROAD DEPOT ON THE RIGHT,
 AW1275'CONTINUE WEST FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT
 AW1275'AS DESCRIBED.  CONTINUE WEST ON THE SPENCER HIGHWAY FOR 0.3
 AW1275'MILE TO THE ENTRANCE INTO THE AIRPORT AND THE STATION ON THE
 AW1275'RIGHT AS DESCRIBED.
 AW1275
 AW1275                          STATION RECOVERY (1953)
 AW1275
 AW1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 AW1275'2.9 MILES WEST ALONG THE SPENCER HIGHWAY FROM THE POST OFFICE
 AW1275'AT LA PORTE, 0.1 MILE WEST OF THE 272ND SQUADRON COMMUNICATIONS
 AW1275'AND OPERATIONS BUILDING, 112 FEET NORTH OF THE CENTER LINE
 AW1275'OF THE HIGHWAY, AT THE LA PORTE AIRPORT, 33 FEET EAST OF THE
 AW1275'CENTER OF THE MAIN ENTRANCE WHICH IS BETWEEN THE BEACON
 AW1275'LIGHT AND THE CONTROL TOWER, 30 FEET NORTH OF THE NORTHEAST
 AW1275'LEG OF THE CONTROL TOWER, A TRIANGULATION STATION DISK SET
 AW1275'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 AW1275'STAMPED LA PORTE 1952
 AW1275'
 AW1275'LA PORTE R.M. 1 IS 62.2 FEET SOUTHEAST OF TRIANGULATION STATION
 AW1275'LA PORTE 1952, 50 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE,
 AW1275'26 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE CONTROL TOWER,
 AW1275'1 FOOT NORTH OF A FENCE, 1.5 FEET NORTHEAST OF A WITNESS
 AW1275'POST, 52 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, A
 AW1275'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW1275'PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED LA PORTE NO 1 1952.
 AW1275'
 AW1275'LA PORTE R.M .2 IS 87.8 FEET NORTHWEST OF TRIANGULATION STATION
 AW1275'LA PORTE 1952, 36 FEET WEST OF THE CENTER OF THE MAIN
 AW1275'ENTRANCE, 31 FEET NORTH OF THE NORTHWEST CORNER OF A BUILDING,
 AW1275'ON THE EAST EDGE OF A SMALL DRAINAGE DITCH, A REFERENCE MARK
 AW1275'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AW1275'THE GROUND, STAMPED LA PORTE NO 2 1952.
 AW1275
 AW1275                          STATION RECOVERY (1953)
 AW1275
 AW1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 AW1275'LA PORTE 1952 AZIMUTH IS 0.4 MILE EAST OF TRIANGULATION STATION
 AW1275'LA PORTE 1952, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AW1275'23 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 AW1275'SOUTH, 16 FEET NORTHWEST OF BENCH MARK 17 (TEX. GEOD. S.),
 AW1275'0.8 FOOT NORTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF A FENCE,
 AW1275'2 FEET WEST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE
 AW1275'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AW1275'GROUND, STAMPED LA PORTE 1952.
 AW1275
 AW1275                          STATION RECOVERY (1958)
 AW1275
 AW1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW1275'3.2 MI NW FROM LA PORTE.
 AW1275'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1275'ELEMENTARY SCHOOL AT LA PORTE, THENCE ABOUT 2.05 MILES WEST ALONG
 AW1275'SPENCER HIGHWAY, 112 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33
 AW1275'FEET EAST OF THE CENTER LINE OF A SHELL ROAD LEADING TO THE AIRPORT,
 AW1275'62 1/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET NORTH OF THE
 AW1275'NORTHEAST LEG OF A CONTROL TOWER, AND IN THE TOP OF A CONCRETE POST
 AW1275'FLUSH WITH THE GROUND.
 AW1275
 AW1275                          STATION RECOVERY (1959)
 AW1275
 AW1275'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1959
 AW1275'STATION RECOVERED IN GOOD CONDITION, THE MARK IS FLUSH WITH
 AW1275'THE GROUND.
 AW1275'
 AW1275'REFERENCE MARK 1 FOUND IN GOOD CONDITION AND PROJECTS 5
 AW1275'INCHES ABOVE THE GROUND.
 AW1275'D1
 AW1275'AZIMUTH MARK FOUND IN GOOD CONDITION AND PROJECTS 6 INCHES
 AW1275'ABOVE GROUND, BUT SITS ON EDGE OF ROAD DITCH AND MAY BE
 AW1275'SLIPPING SLIGHTLY INTO DITCH.
 AW1275
 AW1275                          STATION RECOVERY (1961)
 AW1275
 AW1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW1275'ALL MARKS WERE RECOVERED IN GOODO CONDITION. THE 1952 DESCRIPTION
 AW1275'IS GOOD.
 AW1275
 AW1275                          STATION RECOVERY (1963)
 AW1275
 AW1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW1275'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 AW1275'AND FOUND IN GOOD CONDTION, THE AZIMUTH MARK WAS FOUND IN
 AW1275'GOOD CONDITION THE TO REACH IS ADEQUATELY DESCRIBED, NEW
 AW1275'MEASUREMENTS AS FOLLOWS.
 AW1275'
 AW1275'THE STATION MARK IS A STANDARD DISK STAMPED, LA PORTE 1952,
 AW1275'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH
 AW1275'IS FLUSH WITH THE GROUND SURFACE.  IT IS 20.4 FEET SOUTH OF
 AW1275'A SHALLOW DITCH, 28.0 FEET NORTH OF THE OLD CONTROL TOWER,
 AW1275'36.4 FEET EAST OF THE CENTERLINE OF THE DRVIEWAY TO HANGERS
 AW1275'AND 72.2 FEET NORTHEAST OF THE BEACON LIGHT.
 AW1275'
 AW1275'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, LA PORTE
 AW1275'NO. 1 1952, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AW1275'MONUMENT, WHICH PROJECTS 10-INCHES ABOVE THE GROUND SURFACE.
 AW1275'IT IS 9.0 FEET NORTH OF A DITCH, 26.4 FEET SOUTHEAST OF THE
 AW1275'CONTROL TOWER, 28.0 FEET SOUTHWEST OF A DITCH, 48.6 FEET
 AW1275'EAST OF CENTERLINE OF A GRAVEL DRIVEWAY TO THE HANGAR AND
 AW1275'77.7 FEET EAST OF THE BEACON LIGHT.
 AW1275'
 AW1275'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, LA PORTE
 AW1275'NO. 2 1952, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AW1275'MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 6
 AW1275'INCHES EAST OF A DRAINAGE DITCH, 38.4 FEET WEST SOUTHWEST OF
 AW1275'A GRAVEL DRIVE THAT LEADS TO HANGAR, 73.6 FEET NORTHWEST
 AW1275'OF BEACON LIGHT AND 94.2 FEET WEST OF THE CONTROL TOWER.
 AW1275'
 AW1275'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, LA PORTE 1952,
 AW1275'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 AW1275'PROJECTS 8-INCHES ABOVE THE GROUND SURFACE.  IT IS 1.0 FEET
 AW1275'NORTH OF POWERLINE POLE NO. 11040 22.7 FEET NORTH OF A
 AW1275'EASTWEST FENCE LINE, 46.1 FEET SOUTH OF CENTERLINE OF SPENCER
 AW1275'HIGHWAY AND 62.0 FEET EAST OF THE CENTERLINE OF A GRAVEL
 AW1275'DRIVE WAY, 0.4 MILE EAST THE STATION.
 AW1275'
 AW1275'HEIGHT OF LIGHT ABOVE STATION MARK 25.89 METERS.
 AW1275
 AW1275                          STATION RECOVERY (1964)
 AW1275
 AW1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW1275'THIS MARK WAS RECOVERED AS DESCRIBED.
 AW1275'
 AW1275'R.M. 1 WAS RECOVERED AS DESCRIBED.
 AW1275'
 AW1275'R.M. 2 IS 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM
 AW1275'THE ELEMENTARY SCHOOL AT LA PORTE, THENCE 2.05 MILES WEST
 AW1275'ALONG THE SPENCER HIGHWAY, 88 FEET NORTHWEST OF THE STATION
 AW1275'MARK, 36 FEET WEST OF THE CENTER LINE OF A SHELL ROAD LEADING
 AW1275'TO THE LA PORTE AIRPORT, 18 FEET SOUTHEAST OF THE SOUTHEAST
 AW1275'CORNER OF A CONCRETE APRON AT THE EAST SIDE OF TWO LARGE
 AW1275'METAL HANGARS, ON THE EAST BANK OF A DRAINAGE DITCH, ABOUT
 AW1275'7 INCHES ABOVE THE LEVEL OF THE GROUND ON THE WEST SIDE,
 AW1275'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1275'
 AW1275'LA PORTE 1952 AZIMUTH WAS RECOVERED AS DESCRIBED.
 AW1275
 AW1275                          STATION RECOVERY (1964)
 AW1275
 AW1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1978)
 AW1275
 AW1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1986)
 AW1275
 AW1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1275'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1275'EXCEPT THE THE CONTROL TOWER MENTIONED THEREIN NO LONGER EXIST AND THE
 AW1275'SHELL ROAD HAS BEEN PAVED AND THE MEASUREMENT SHOULD READ 7.10 METERS
 AW1275'(23.3 FT) EAST OF ITS CENTERLINE. ADD-1.83 METERS (6.0 FT)
 AW1275'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF
 AW1275'A SMALL METAL BUILDING WHICH PROVIDES POWER TO THE AIRPORT BEACON AND
 AW1275'RUNWAY LIGHTS.
 AW1275'THE MARK IS 0.49 METERS  E FROM  A WITNESS POST
 AW1275
 AW1275                          STATION RECOVERY (1987)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1987)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1988)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1988)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1988)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1988)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1988)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1988)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1989)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1989)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1989)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1989)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1989)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1989)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1991)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1994)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (1995)
 AW1275
 AW1275'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1275'RECOVERED AS DESCRIBED.
 AW1275
 AW1275                          STATION RECOVERY (1995)
 AW1275
 AW1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AW1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED) .  RECOVERED AS
 AW1275'DESCRIBED WITH CHANGES.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AW1275'(SACS) .
 AW1275
 AW1275                          STATION RECOVERY (2002)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1275'RECOVERED IN GOOD CONDITION.
 AW1275
 AW1275                          STATION RECOVERY (2002)
 AW1275
 AW1275'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6354 ***********************************************************************
 AW6354  DESIGNATION -  LA PORTE DUPONT CHEMICAL TANK
 AW6354  PID         -  AW6354
 AW6354  STATE/COUNTY-  TX/HARRIS
 AW6354  USGS QUAD   -  LA PORTE (1982)
 AW6354
 AW6354                         *CURRENT SURVEY CONTROL
 AW6354  ___________________________________________________________________
 AW6354* NAD 83(1993)-  29 41 59.39925(N)    095 02 09.18362(W)     ADJUSTED  
 AW6354* NAVD 88     -                                                        
 AW6354  ___________________________________________________________________
 AW6354  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW6354  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6354
 AW6354  HORZ ORDER  -  THIRD
 AW6354
 AW6354.The horizontal coordinates were established by classical geodetic methods
 AW6354.and adjusted by the National Geodetic Survey in February 1996..
 AW6354
 AW6354
 AW6354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6354
 AW6354.The geoid height was determined by GEOID03.
 AW6354
 AW6354;                    North         East     Units Scale Factor Converg.
 AW6354;SPC TXSC     - 4,213,358.989   983,510.434   MT  0.99988345   +1 56 31.5
 AW6354;SPC TXSC     -13,823,328.62  3,226,733.82   sFT  0.99988345   +1 56 31.5
 AW6354;UTM  15      - 3,287,259.441   303,034.182   MT  1.00007870   -1 00 32.5
 AW6354
 AW6354                          SUPERSEDED SURVEY CONTROL
 AW6354
 AW6354  NAD 83(1986)-  29 41 59.41538(N)    095 02 09.16424(W) AD(       ) 4
 AW6354  NAD 27      -  29 41 58.59546(N)    095 02 08.41711(W) AD(       ) 3
 AW6354
 AW6354.Superseded values are not recommended for survey control.
 AW6354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6354.See file dsdata.txt to determine how the superseded data were derived.
 AW6354
 AW6354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0303487259(NAD 83)
 AW6354_MARKER: 53 = ELEVATED TANK
 AW6354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6354+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 AW6354
 AW6354  HISTORY     - Date     Condition        Report By
 AW6354  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6354  HISTORY     - 1952     GOOD             CGS
 AW6354  HISTORY     - 1961     GOOD             CGS
 AW6354  HISTORY     - 1963     GOOD             CGS
 AW6354  HISTORY     - 19980114 GOOD             USPSQD
 AW6354  HISTORY     - 20031127 GOOD             USPSQD
 AW6354
 AW6354                          STATION DESCRIPTION
 AW6354
 AW6354'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6354'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF LAPORTE,
 AW6354'50 FEET SOUTH OF K STREET AND 100 FEET EAST OF RAILROAD
 AW6354'STREET.  IT IS A SIX LEGGED STEEL STRUCTURE SUPPORTING THE
 AW6354'TANK PROPER.  IT IS WHITE IN COLOR AND HAS AN OVERALL HEIGHT
 AW6354'OF 156 FEET.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 AW6354'APEX OF THE ROOF.
 AW6354
 AW6354                          STATION RECOVERY (1952)
 AW6354
 AW6354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6354'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 AW6354
 AW6354                          STATION RECOVERY (1961)
 AW6354
 AW6354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6354'STATION RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION
 AW6354'IS ADEQUATE.
 AW6354
 AW6354                          STATION RECOVERY (1963)
 AW6354
 AW6354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6354'STATION RECOVERED AS DESCRIBED.  POINT OBSERVED UPON WAS THE
 AW6354'APEX OF THE ROOF WITH BALL ATOP.
 AW6354
 AW6354                          STATION RECOVERY (1998)
 AW6354
 AW6354'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6354'RECOVERED IN GOOD CONDITION.
 AW6354
 AW6354                          STATION RECOVERY (2003)
 AW6354
 AW6354'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6354' 
 AW6354' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6383 ***********************************************************************
 AW6383  DESIGNATION -  LA PORTE HUMBLE OIL CO MAST
 AW6383  PID         -  AW6383
 AW6383  STATE/COUNTY-  TX/HARRIS
 AW6383  USGS QUAD   -  LA PORTE (1982)
 AW6383
 AW6383                         *CURRENT SURVEY CONTROL
 AW6383  ___________________________________________________________________
 AW6383* NAD 83(1993)-  29 42 08.16519(N)    095 02 55.55306(W)     ADJUSTED  
 AW6383* NAVD 88     -                                                        
 AW6383  ___________________________________________________________________
 AW6383  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AW6383  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6383
 AW6383  HORZ ORDER  -  THIRD
 AW6383
 AW6383.The horizontal coordinates were established by classical geodetic methods
 AW6383.and adjusted by the National Geodetic Survey in February 1996..
 AW6383
 AW6383
 AW6383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6383
 AW6383.The geoid height was determined by GEOID03.
 AW6383
 AW6383;                    North         East     Units Scale Factor Converg.
 AW6383;SPC TXSC     - 4,213,586.545   982,255.672   MT  0.99988372   +1 56 08.7
 AW6383;SPC TXSC     -13,824,075.19  3,222,617.15   sFT  0.99988372   +1 56 08.7
 AW6383;UTM  15      - 3,287,551.355   301,792.553   MT  1.00008475   -1 00 55.7
 AW6383
 AW6383                          SUPERSEDED SURVEY CONTROL
 AW6383
 AW6383  NAD 83(1986)-  29 42 08.18097(N)    095 02 55.53372(W) AD(       ) 4
 AW6383  NAD 27      -  29 42 07.35412(N)    095 02 54.78768(W) AD(       ) 3
 AW6383
 AW6383.Superseded values are not recommended for survey control.
 AW6383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6383.See file dsdata.txt to determine how the superseded data were derived.
 AW6383
 AW6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0179387551(NAD 83)
 AW6383_MARKER: 42 = RADIO/TV MAST
 AW6383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6383+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 AW6383
 AW6383  HISTORY     - Date     Condition        Report By
 AW6383  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6383  HISTORY     - 19970929 GOOD             USPSQD
 AW6383  HISTORY     - 20031127 GOOD             USPSQD
 AW6383
 AW6383                          STATION DESCRIPTION
 AW6383
 AW6383'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6383'CENTER OF A SMALL ROD ATOP MAST.  THE MAST IS A SKELETON
 AW6383'STEEL, PAINTED RED AND WHITE, AND IS 134 FT. TALL.  IT IS
 AW6383'3.1 MI. NW OF LA PORTE, 0.9 MI. N OF STATE HIGHWAY 225, AND
 AW6383'0.9 MI. W OF THE DU PONT CHEMICAL CO. PLANT.
 AW6383'
 AW6383'THIS IS AN INTERSECTION STATION.
 AW6383
 AW6383                          STATION RECOVERY (1997)
 AW6383
 AW6383'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6383'RECOVERED IN GOOD CONDITION.
 AW6383
 AW6383                          STATION RECOVERY (2003)
 AW6383
 AW6383'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6383' 
 AW6383' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6331 ***********************************************************************
 AW6331  DESIGNATION -  LA PORTE MUNICIPAL TANK 1963
 AW6331  PID         -  AW6331
 AW6331  STATE/COUNTY-  TX/HARRIS
 AW6331  USGS QUAD   -  LA PORTE (1982)
 AW6331
 AW6331                         *CURRENT SURVEY CONTROL
 AW6331  ___________________________________________________________________
 AW6331* NAD 83(1993)-  29 39 52.19338(N)    095 01 23.42550(W)     ADJUSTED  
 AW6331* NAVD 88     -                                                        
 AW6331  ___________________________________________________________________
 AW6331  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW6331  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW6331
 AW6331  HORZ ORDER  -  THIRD
 AW6331
 AW6331.The horizontal coordinates were established by classical geodetic methods
 AW6331.and adjusted by the National Geodetic Survey in February 1996..
 AW6331
 AW6331
 AW6331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6331
 AW6331.The geoid height was determined by GEOID03.
 AW6331
 AW6331;                    North         East     Units Scale Factor Converg.
 AW6331;SPC TXSC     - 4,209,486.686   984,872.799   MT  0.99987973   +1 56 53.9
 AW6331;SPC TXSC     -13,810,624.24  3,231,203.51   sFT  0.99987973   +1 56 53.9
 AW6331;UTM  15      - 3,283,321.381   304,195.646   MT  1.00007307   -1 00 05.9
 AW6331
 AW6331                          SUPERSEDED SURVEY CONTROL
 AW6331
 AW6331  NAD 83(1986)-  29 39 52.20969(N)    095 01 23.40629(W) AD(       ) 4
 AW6331  NAD 27      -  29 39 51.38392(N)    095 01 22.66230(W) AD(       ) 3
 AW6331
 AW6331.Superseded values are not recommended for survey control.
 AW6331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6331.See file dsdata.txt to determine how the superseded data were derived.
 AW6331
 AW6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0419683321(NAD 83)
 AW6331_MARKER: 53 = ELEVATED TANK
 AW6331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6331+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW6331
 AW6331  HISTORY     - Date     Condition        Report By
 AW6331  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6331  HISTORY     - 1968     GOOD             CGS
 AW6331  HISTORY     - 19970927 GOOD             USPSQD
 AW6331  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW6331  HISTORY     - 20040329 GOOD             USPSQD
 AW6331
 AW6331                          STATION DESCRIPTION
 AW6331
 AW6331'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6331'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF LA PORTE,
 AW6331'ABOUT 150 FEET SOUTH OF MAIN STREET AND ABOUT 80 FEET EAST
 AW6331'OF FOURTH STREET.  IT IS SILVER IN COLOR AN IS ABOUT 130
 AW6331'FEET HIGH.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE
 AW6331'TANK.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX
 AW6331'OF THE ROOF.
 AW6331
 AW6331                          STATION RECOVERY (1968)
 AW6331
 AW6331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6331'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION
 AW6331'THAT THE TANK HAS 6 LEGS INSTEAD OF 4.
 AW6331
 AW6331                          STATION RECOVERY (1997)
 AW6331
 AW6331'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6331'RECOVERED IN GOOD CONDITION.
 AW6331
 AW6331                          STATION RECOVERY (2000)
 AW6331
 AW6331'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6331'MARK NOT FOUND.
 AW6331
 AW6331                          STATION RECOVERY (2004)
 AW6331
 AW6331'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW6331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6336 ***********************************************************************
 AW6336  DESIGNATION -  LA PORTE ST MARYS CHURCH CROSS
 AW6336  PID         -  AW6336
 AW6336  STATE/COUNTY-  TX/HARRIS
 AW6336  USGS QUAD   -  LA PORTE (1982)
 AW6336
 AW6336                         *CURRENT SURVEY CONTROL
 AW6336  ___________________________________________________________________
 AW6336* NAD 83(1993)-  29 39 21.43573(N)    095 00 36.86268(W)     ADJUSTED  
 AW6336* NAVD 88     -                                                        
 AW6336  ___________________________________________________________________
 AW6336  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW6336  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW6336
 AW6336  HORZ ORDER  -  THIRD
 AW6336
 AW6336.The horizontal coordinates were established by classical geodetic methods
 AW6336.and adjusted by the National Geodetic Survey in February 1996..
 AW6336
 AW6336
 AW6336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6336
 AW6336.The geoid height was determined by GEOID03.
 AW6336
 AW6336;                    North         East     Units Scale Factor Converg.
 AW6336;SPC TXSC     - 4,208,582.934   986,156.362   MT  0.99987888   +1 57 16.7
 AW6336;SPC TXSC     -13,807,659.18  3,235,414.66   sFT  0.99987888   +1 57 16.7
 AW6336;UTM  15      - 3,282,352.589   305,431.236   MT  1.00006712   -0 59 41.9
 AW6336
 AW6336                          SUPERSEDED SURVEY CONTROL
 AW6336
 AW6336  NAD 83(1986)-  29 39 21.45213(N)    095 00 36.84345(W) AD(       ) 4
 AW6336  NAD 27      -  29 39 20.63894(N)    095 00 36.10762(W) AD(       ) 3
 AW6336
 AW6336.Superseded values are not recommended for survey control.
 AW6336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6336.See file dsdata.txt to determine how the superseded data were derived.
 AW6336
 AW6336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0543182353(NAD 83)
 AW6336_MARKER: 91 = CHURCH CROSS
 AW6336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6336+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2004
 AW6336
 AW6336  HISTORY     - Date     Condition        Report By
 AW6336  HISTORY     - 1932     FIRST OBSERVED   CGS
 AW6336  HISTORY     - 1961     GOOD             CGS
 AW6336  HISTORY     - 19970927 GOOD             USPSQD
 AW6336  HISTORY     - 20000311 GOOD             USPSQD
 AW6336  HISTORY     - 20031126 GOOD             USPSQD
 AW6336  HISTORY     - 20040619 GOOD             USPSQD
 AW6336
 AW6336                          STATION DESCRIPTION
 AW6336
 AW6336'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6336'STATION IS THE TOP OF A STONE CROSS ON THE TOP AND SE END
 AW6336'OF THE ROOF AND DIRECTLY OVER THE MAIN DOOR OF ST. MARYS
 AW6336'CHURCH WHICH IS 69 METERS NW OF THE CENTER LINE OF THE BAYSHORE
 AW6336'ROAD AT THE POINT OF CURVATURE OF A CURVE.
 AW6336
 AW6336                          STATION RECOVERY (1961)
 AW6336
 AW6336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6336'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 AW6336'ADEQUATE.
 AW6336
 AW6336                          STATION RECOVERY (1997)
 AW6336
 AW6336'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6336'RECOVERED IN GOOD CONDITION.
 AW6336
 AW6336                          STATION RECOVERY (2000)
 AW6336
 AW6336'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6336'RECOVERED IN GOOD CONDITION.
 AW6336
 AW6336                          STATION RECOVERY (2003)
 AW6336
 AW6336'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6336'RECOVERED IN GOOD CONDITION.
 AW6336
 AW6336                          STATION RECOVERY (2004)
 AW6336
 AW6336'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6336'GO TO N29 46 32.3 W095 22 45.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6359 ***********************************************************************
 AW6359  DESIGNATION -  LA PORTE ST MARYS SEM STACK
 AW6359  PID         -  AW6359
 AW6359  STATE/COUNTY-  TX/HARRIS
 AW6359  USGS QUAD   -  LA PORTE (1982)
 AW6359
 AW6359                         *CURRENT SURVEY CONTROL
 AW6359  ___________________________________________________________________
 AW6359* NAD 83(1993)-  29 39 16.47991(N)    095 00 34.36766(W)     ADJUSTED  
 AW6359* NAVD 88     -                                                        
 AW6359  ___________________________________________________________________
 AW6359  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW6359  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW6359
 AW6359  HORZ ORDER  -  THIRD
 AW6359
 AW6359.The horizontal coordinates were established by classical geodetic methods
 AW6359.and adjusted by the National Geodetic Survey in February 1996..
 AW6359
 AW6359
 AW6359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6359
 AW6359.The geoid height was determined by GEOID03.
 AW6359
 AW6359;                    North         East     Units Scale Factor Converg.
 AW6359;SPC TXSC     - 4,208,432.736   986,228.620   MT  0.99987875   +1 57 17.9
 AW6359;SPC TXSC     -13,807,166.40  3,235,651.73   sFT  0.99987875   +1 57 17.9
 AW6359;UTM  15      - 3,282,198.844   305,495.682   MT  1.00006681   -0 59 40.5
 AW6359
 AW6359                          SUPERSEDED SURVEY CONTROL
 AW6359
 AW6359  NAD 83(1986)-  29 39 16.49623(N)    095 00 34.34846(W) AD(       ) 4
 AW6359  NAD 27      -  29 39 15.67728(N)    095 00 33.61400(W) AD(       ) 3
 AW6359
 AW6359.Superseded values are not recommended for survey control.
 AW6359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6359.See file dsdata.txt to determine how the superseded data were derived.
 AW6359
 AW6359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0549682199(NAD 83)
 AW6359_MARKER: 63 = STACK
 AW6359
 AW6359  HISTORY     - Date     Condition        Report By
 AW6359  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW6359  HISTORY     - 1961     GOOD             CGS
 AW6359  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6359  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW6359  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW6359
 AW6359                          STATION DESCRIPTION
 AW6359
 AW6359'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6359'STATION IS THE CENTER OF CONCRETE (WHITE) SMOKESTACK.  IT
 AW6359'IS 42 METERS S OF THE DORMITORY OF ST. MARYS SEMINARY, 52
 AW6359'METERS SE OF THE BAYSHORE ROAD, AND 96 METERS NW OF THE SHORE
 AW6359'OF GALVESTON BAY.
 AW6359
 AW6359                          STATION RECOVERY (1961)
 AW6359
 AW6359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6359'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AW6359'FOLLOWS.  LOCATED IN THE SOUTHEAST PART OF LA PORTE, IN THE
 AW6359'SYLVAN BEACH PARK, 300 FEET NORTHWEST OF THE SHORE END OF
 AW6359'SYLVAN BEACH PIER AND 135 FEET SOUTHEAST OF THE CYCLONE FENCE
 AW6359'AROUND THE PARK.  STATION IS THE WHITE CONCRETE STACK (ALL
 AW6359'BUILDINGS HAVE BEEN REMOVED), NEAR THE NORTHEAST END OF THE
 AW6359'PARK.  THE STACK IS PAINTED WHITE AND HAS THE WORDS SYLVAN
 AW6359'BEACH PAINTED VERTICALLY ALONG THE SIDE.
 AW6359
 AW6359                          STATION RECOVERY (1997)
 AW6359
 AW6359'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6359'MARK NOT FOUND.
 AW6359
 AW6359                          STATION RECOVERY (2000)
 AW6359
 AW6359'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6359'MARK NOT FOUND.
 AW6359
 AW6359                          STATION RECOVERY (2005)
 AW6359
 AW6359'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0783 ***********************************************************************
 AO0783  DESIGNATION -  LA PRYOR
 AO0783  PID         -  AO0783
 AO0783  STATE/COUNTY-  TX/ZAVALA
 AO0783  USGS QUAD   -  LA PRYOR (1972)
 AO0783
 AO0783                         *CURRENT SURVEY CONTROL
 AO0783  ___________________________________________________________________
 AO0783* NAD 83(1993)-  28 56 31.12775(N)    099 50 59.30029(W)     ADJUSTED  
 AO0783* NAVD 88     -       227.00   (+/-2cm)     744.7    (feet)  VERTCON   
 AO0783  ___________________________________________________________________
 AO0783  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AO0783  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AO0783
 AO0783  HORZ ORDER  -  FIRST
 AO0783  VERT ORDER  -  THIRD ? (See Below)
 AO0783
 AO0783.The horizontal coordinates were established by classical geodetic methods
 AO0783.and adjusted by the National Geodetic Survey in February 1996..
 AO0783
 AO0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0783.The vertical order pertains to the NGVD 29 superseded value.
 AO0783
 AO0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0783
 AO0783.The geoid height was determined by GEOID03.
 AO0783
 AO0783;                    North         East     Units Scale Factor Converg.
 AO0783;SPC TXSC     - 4,123,169.302   517,159.793   MT  0.99988660   -0 24 58.8
 AO0783;SPC TXSC     -13,527,431.28  1,696,715.09   sFT  0.99988660   -0 24 58.8
 AO0783;UTM  14      - 3,201,854.748   417,181.182   MT  0.99968464   -0 24 40.6
 AO0783
 AO0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0783!SPC TXSC     -   0.99996798  x   0.99988660  =   0.99985458
 AO0783!UTM  14      -   0.99996798  x   0.99968464  =   0.99965263
 AO0783
 AO0783|---------------------------------------------------------------------|
 AO0783| PID    Reference Object                     Distance      Geod. Az  |
 AO0783|                                                           dddmmss.s |
 AO0783| AO0782 LA PRYOR MUN TANK                   225.377 METERS 03503     |
 AO0783| CV5420 LA PRYOR RM 1                        24.879 METERS 13600     |
 AO0783| CV5419 LA PRYOR AZ MK                                     1834031.0 |
 AO0783| AO0784 BM 16 JRF                           101.418 METERS 20930     |
 AO0783| CV5421 LA PRYOR RM 2                        24.596 METERS 34405     |
 AO0783|---------------------------------------------------------------------|
 AO0783
 AO0783                          SUPERSEDED SURVEY CONTROL
 AO0783
 AO0783  NAD 83(1986)-  28 56 31.12516(N)    099 50 59.27934(W) AD(       ) 1
 AO0783  NAD 27      -  28 56 30.23205(N)    099 50 58.06841(W) AD(       ) 1
 AO0783  NGVD 29 (07/19/86)  226.88   (m)          744.4    (f) LEVELING    3  
 AO0783
 AO0783.Superseded values are not recommended for survey control.
 AO0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0783.See file dsdata.txt to determine how the superseded data were derived.
 AO0783
 AO0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1718101855(NAD 83)
 AO0783_MARKER: DS = TRIANGULATION STATION DISK
 AO0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0783
 AO0783  HISTORY     - Date     Condition        Report By
 AO0783  HISTORY     - 1972     MONUMENTED       NGS
 AO0783  HISTORY     - 1983     GOOD             LOCSUR
 AO0783  HISTORY     - 19970412 GOOD             USPSQD
 AO0783  HISTORY     - 20010507 GOOD             USPSQD
 AO0783
 AO0783                          STATION DESCRIPTION
 AO0783
 AO0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0783'THE STATION IS IN THE NORTHEAST ANGLE OF THE INTERSECTION OF U.S.
 AO0783'HIGHWAYS 83 AND 57 IN LA PRYOR AND ON THE EAST RIGHT-OF-WAY OF U.S.
 AO0783'HIGHWAY 83.
 AO0783'
 AO0783'STATION MARKS ARE STANDARD DISKS, STAMPED LA PRYOR 1972.  THE SURFACE
 AO0783'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0783'THAT IS 6 INCHES UNDERGROUND.  IT IS 174.0 FEET NORTHWEST OF THE
 AO0783'CENTER OF U.S. HIGHWAY 57, 77.0 FEET EAST OF THE CENTER OF U.S.
 AO0783'HIGHWAY 83, 21.6 FEET SOUTHWEST OF A CHAIN LINK FENCE AND 20.7
 AO0783'FEET SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND MARK IS SET IN
 AO0783'AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND
 AO0783'SURFACE.
 AO0783'
 AO0783'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LA PRYOR NO 1 1972, SET
 AO0783'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0783'WITH THE GROUND.  IT IS 144.0 FEET EAST OF THE CENTER OF U.S.
 AO0783'HIGHWAY 83, 100.0 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 57,
 AO0783'80.0 FEET SOUTHEAST OF THE WITNESS POST, 1.0 FOOT SOUTHWEST OF THE
 AO0783'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0783'
 AO0783'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LA PRYOR NO 2 1972, SET
 AO0783'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0783'WITH THE GROUND.  IT IS 78.0 FEET NORTH-NORTHWEST OF THE WITNESS
 AO0783'POST, 53.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY 83, 1.0 FOOT
 AO0783'SOUTHWEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 AO0783'STATION.
 AO0783'
 AO0783'16 JRF (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 AO0783'16 JRF 1972, FASTENED TO A ROD AND SET IN A 6-INCH PLASTIC PIPE
 AO0783'FILLED WITH GRAVEL, THAT PROJECTS 3 INCHES.  IT IS 80.0 FEET WEST OF
 AO0783'THE CENTER OF U.S. HIGHWAY 83, 43.0 FEET SOUTH OF THE CENTER OF
 AO0783'U.S.  HIGHWAY 57, 18.2 FEET EAST OF THE EAST RAIL OF A RAILROAD
 AO0783'TRACK, 1.6 FEET NORTHWEST OF A WITNESS POST AND ABOUT 1 FOOT LOWER
 AO0783'THAN THE STATION.
 AO0783'
 AO0783'AZIMUTH MARK IS A STANDARD DISK, STAMPED LA PRYOR 1972, CEMENTED IN
 AO0783'A DRILL HOLE IN THE WEST END OF A CONCRETE HEADWALL FOR A GALVANIZED
 AO0783'CULVERT ABOUT 2 FEET IN DIAMETER.  IT IS 38.0 FEET WEST OF THE
 AO0783'CENTER OF U.S. HIGHWAY 83, 59.0 FEET EAST OF THE EAST RAIL OF THE
 AO0783'RAILROAD TRACK, 10.0 FEET NORTH OF THE CENTER OF A GRAVELED
 AO0783'DRIVEWAY AND 1.7 FEET EAST OF A WITNESS POST.
 AO0783'
 AO0783'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 AO0783'83 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 AO0783'
 AO0783'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 AO0783
 AO0783                          STATION RECOVERY (1983)
 AO0783
 AO0783'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 (MRB)
 AO0783'ALL OF THE MONUMENTS CALLED FOR IN THE PUBLISHED DESCRIPTION ARE
 AO0783'IN GOOD CONDITION.  THE AZM. MK. HAS NO WITNESS POST.
 AO0783
 AO0783                          STATION RECOVERY (1997)
 AO0783
 AO0783'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0783'RECOVERED IN GOOD CONDITION.
 AO0783
 AO0783                          STATION RECOVERY (2001)
 AO0783
 AO0783'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0782 ***********************************************************************
 AO0782  DESIGNATION -  LA PRYOR MUN TANK
 AO0782  PID         -  AO0782
 AO0782  STATE/COUNTY-  TX/ZAVALA
 AO0782  USGS QUAD   -  LA PRYOR (1972)
 AO0782
 AO0782                         *CURRENT SURVEY CONTROL
 AO0782  ___________________________________________________________________
 AO0782* NAD 83(1993)-  28 56 37.12065(N)    099 50 54.52093(W)     ADJUSTED  
 AO0782* NAVD 88     -                                                        
 AO0782  ___________________________________________________________________
 AO0782  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AO0782  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AO0782
 AO0782  HORZ ORDER  -  THIRD
 AO0782
 AO0782.The horizontal coordinates were established by classical geodetic methods
 AO0782.and adjusted by the National Geodetic Survey in February 1996..
 AO0782
 AO0782
 AO0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0782
 AO0782.The geoid height was determined by GEOID03.
 AO0782
 AO0782;                    North         East     Units Scale Factor Converg.
 AO0782;SPC TXSC     - 4,123,352.842   517,290.545   MT  0.99988640   -0 24 56.4
 AO0782;SPC TXSC     -13,528,033.45  1,697,144.06   sFT  0.99988640   -0 24 56.4
 AO0782;UTM  14      - 3,202,038.263   417,311.892   MT  0.99968437   -0 24 38.3
 AO0782
 AO0782                          SUPERSEDED SURVEY CONTROL
 AO0782
 AO0782  NAD 83(1986)-  28 56 37.11807(N)    099 50 54.49989(W) AD(       ) 4
 AO0782  NAD 27      -  28 56 36.22522(N)    099 50 53.28877(W) AD(       ) 3
 AO0782
 AO0782.Superseded values are not recommended for survey control.
 AO0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0782.See file dsdata.txt to determine how the superseded data were derived.
 AO0782
 AO0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1731202038(NAD 83)
 AO0782_MARKER: 53 = ELEVATED TANK
 AO0782
 AO0782  HISTORY     - Date     Condition        Report By
 AO0782  HISTORY     - 1972     FIRST OBSERVED   NGS
 AO0782  HISTORY     - 19970412 GOOD             USPSQD
 AO0782  HISTORY     - 20010507 GOOD             USPSQD
 AO0782
 AO0782                          STATION DESCRIPTION
 AO0782
 AO0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0782'THE STATION, LA PRYOR MUNICIPAL TANK, IS THE CENTER OF THE TOP OF AN
 AO0782'ELEVATED WATER TANK, SUPPORTED BY 4 LEGS, THAT HAS AN OVERALL HEIGHT
 AO0782'OF 125 FEET.  IT IS LOCATED IN AND OWNED BY LA PRYOR.
 AO0782'
 AO0782'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 57 AND 83 IN
 AO0782'LA PRYOR, GO NORTH ON HIGHWAY 83 FOR 0.1 MILE TO A GRAVELED
 AO0782'CROSSROAD. TURN RIGHT AND GO EAST-NORTHEAST ON THE GRAVELED ROAD FOR
 AO0782'0.1 MILE TO THE STATION ON THE LEFT ABOUT 150 FEET NORTH OF THE
 AO0782'ROAD.
 AO0782
 AO0782                          STATION RECOVERY (1997)
 AO0782
 AO0782'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0782'RECOVERED IN GOOD CONDITION.
 AO0782
 AO0782                          STATION RECOVERY (2001)
 AO0782
 AO0782'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1640 ***********************************************************************
 AH1640  DESIGNATION -  LA QUINTA CHAN INNER RNG F LT
 AH1640  PID         -  AH1640
 AH1640  STATE/COUNTY-  TX/NUECES
 AH1640  USGS QUAD   -  GREGORY (1975)
 AH1640
 AH1640                         *CURRENT SURVEY CONTROL
 AH1640  ___________________________________________________________________
 AH1640* NAD 83(1993)-  27 52 31.86544(N)    097 15 00.99267(W)     ADJUSTED  
 AH1640* NAVD 88     -        13.     (meters)      43.     (feet)  VERTCON   
 AH1640  ___________________________________________________________________
 AH1640  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1640  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH1640
 AH1640  HORZ ORDER  -  THIRD
 AH1640
 AH1640.The horizontal coordinates were established by classical geodetic methods
 AH1640.and adjusted by the National Geodetic Survey in February 1996..
 AH1640
 AH1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1640
 AH1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1640
 AH1640.The geoid height was determined by GEOID03.
 AH1640
 AH1640;                    North         East     Units Scale Factor Converg.
 AH1640;SPC TX S     - 5,245,341.375   423,065.520   MT  1.00001095   +0 34 02.6
 AH1640;SPC TX S     -17,209,090.83  1,388,007.46   sFT  1.00001095   +0 34 02.6
 AH1640;UTM  14      - 3,084,642.972   672,249.774   MT  0.99996622   +0 49 05.8
 AH1640
 AH1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1640!SPC TX S     -   1.00000209  x   1.00001095  =   1.00001304
 AH1640!UTM  14      -   1.00000209  x   0.99996622  =   0.99996831
 AH1640
 AH1640                          SUPERSEDED SURVEY CONTROL
 AH1640
 AH1640  NAD 83(1986)-  27 52 31.86893(N)    097 15 00.96577(W) AD(       ) 4
 AH1640  NGVD 29 (06/28/90)   13.     (m)           43.     (f) VERT ANG       
 AH1640
 AH1640.Superseded values are not recommended for survey control.
 AH1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1640.See file dsdata.txt to determine how the superseded data were derived.
 AH1640
 AH1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7225084643(NAD 83)
 AH1640_MARKER: 14 = NAVIGATION LIGHT
 AH1640_MARK LOGO: NGS   
 AH1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1640+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1640
 AH1640  HISTORY     - Date     Condition        Report By
 AH1640  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1640  HISTORY     - 1985     GOOD             NGS
 AH1640  HISTORY     - 19890215 GOOD             NOS
 AH1640  HISTORY     - 20010730 GOOD             USPSQD
 AH1640
 AH1640                          STATION DESCRIPTION
 AH1640
 AH1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1640'THE STATION, LA QUINTA SHIP CHANNEL INNER RANGE FRONT LIGHT
 AH1640'IS LOCATED ABOUT 4 KM (2.5 MI) EAST OF INGLESIDE AND AT THE
 AH1640'NORTHWEST END OF THE CHANNEL.
 AH1640'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1640'CORPUS CHRISTI TX 78407, PHONE 512-888-3175.
 AH1640'
 AH1640'TO REACH THE STATION, SEE GENERAL LOCATION.
 AH1640'
 AH1640'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A POLE
 AH1640'ON A SQUARE FOUR LEGGED STEEL TOWER SET ON PILINGS. AN ORANGE AND
 AH1640'WHITE VERTICAL RECTANGULAR DAYMARK FACES SOUTHEAST. LIGHT IS LISTED
 AH1640'AT 8.5 METERS (28 FT) ABOVE THE WATER. STATION IS CARRIED IN THE
 AH1640'1984 USCG LIGHT LIST AS NUMBER 3382.
 AH1640'75 METERS (246 FT) SOUTHWEST FROM THE WEST END OF REYNORLDS METALS
 AH1640'COMPANY DOCK AND
 AH1640'50 METERS (164 FT) SOUTHEAST FROM THE SHORE.
 AH1640'
 AH1640'AN EDM TIE WAS MADE TO STATION DONNEL 1933.
 AH1640'
 AH1640'DESCRIBED BY G. R. HEID.
 AH1640
 AH1640                          STATION RECOVERY (1985)
 AH1640
 AH1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1640'RECOVERED IN GOOD CONDITION.
 AH1640
 AH1640                          STATION RECOVERY (1989)
 AH1640
 AH1640'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1640'THE STATION, LA QUINTA SHIP CHANNEL INNER RANGE FRONT LIGHT, IS
 AH1640'LOCATED ABOUT 4.0 KM (2.50 MI) E OF INGLESIDE AND AT THE NW END OF THE
 AH1640'CHANNEL.  OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201, CORPUS
 AH1640'CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1640'TO REACH SEE ABOVE.
 AH1640'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A POLE ON
 AH1640'A SQUARE FOUR LEGGED STEEL TOWER SET ON PILINGS.  AN ORANGE AND WHITE
 AH1640'VERTICAL RECTANGULAR DAYMARK FACES SE.  STATION IS CARRIED IN THE
 AH1640'1988COAST GUARD LIGHT LIST VOL. IV NO. 27545.  IT IS 75 M (246.1 FT)
 AH1640'SW FROM THE W END OF REYNOLDS METALS COMPANY DOCK AND 50 M (164.0 FT)
 AH1640'SE FROM THE SHORE.
 AH1640'AN EDMI TIE WAS MADE TO STATION DONNEL.
 AH1640
 AH1640                          STATION RECOVERY (2001)
 AH1640
 AH1640'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1641 ***********************************************************************
 AH1641  DESIGNATION -  LA QUINTA CHAN INNER RNG R LT
 AH1641  PID         -  AH1641
 AH1641  STATE/COUNTY-  TX/SAN PATRICIO
 AH1641  USGS QUAD   -  GREGORY (1975)
 AH1641
 AH1641                         *CURRENT SURVEY CONTROL
 AH1641  ___________________________________________________________________
 AH1641* NAD 83(1993)-  27 53 30.18249(N)    097 15 29.10480(W)     ADJUSTED  
 AH1641* NAVD 88     -        24.     (meters)      79.     (feet)  VERTCON   
 AH1641  ___________________________________________________________________
 AH1641  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1641  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AH1641
 AH1641  HORZ ORDER  -  THIRD
 AH1641
 AH1641.The horizontal coordinates were established by classical geodetic methods
 AH1641.and adjusted by the National Geodetic Survey in February 1996..
 AH1641
 AH1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1641
 AH1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1641
 AH1641.The geoid height was determined by GEOID03.
 AH1641
 AH1641;                    North         East     Units Scale Factor Converg.
 AH1641;SPC TX S     - 5,247,128.875   422,278.902   MT  1.00001530   +0 33 49.8
 AH1641;SPC TX S     -17,214,955.32  1,385,426.70   sFT  1.00001530   +0 33 49.8
 AH1641;UTM  14      - 3,086,426.921   671,455.369   MT  0.99996285   +0 48 54.3
 AH1641
 AH1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1641!SPC TX S     -   1.00000037  x   1.00001530  =   1.00001567
 AH1641!UTM  14      -   1.00000037  x   0.99996285  =   0.99996322
 AH1641
 AH1641                          SUPERSEDED SURVEY CONTROL
 AH1641
 AH1641  NAD 83(1986)-  27 53 30.18589(N)    097 15 29.07821(W) AD(       ) 4
 AH1641  NGVD 29 (06/28/90)   24.     (m)           79.     (f) VERT ANG       
 AH1641
 AH1641.Superseded values are not recommended for survey control.
 AH1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1641.See file dsdata.txt to determine how the superseded data were derived.
 AH1641
 AH1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7145586427(NAD 83)
 AH1641_MARKER: 14 = NAVIGATION LIGHT
 AH1641_MARK LOGO: NGS   
 AH1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1641+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1641
 AH1641  HISTORY     - Date     Condition        Report By
 AH1641  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1641  HISTORY     - 1985     GOOD             NGS
 AH1641  HISTORY     - 19890215 GOOD             NOS
 AH1641
 AH1641                          STATION DESCRIPTION
 AH1641
 AH1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1641'THE STATION, LA QUINTA SHIP CHANNEL INNER RANGE REAR LIGHT
 AH1641'IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHWEST OF INGLESIDE, 2.4 KM
 AH1641'(1.5 MI) NORTHWEST OF END OF CHANNEL AND IN AN OPEN AREA ON
 AH1641'PROPERTY OF THE REYNOLDS METALS COMPANY.
 AH1641'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1641'CORPUS CHRISTI TX 78407, PHONE 512-888-3175.
 AH1641'
 AH1641'TO REACH THE STATION, SEE GENERAL LOCATION.
 AH1641'
 AH1641'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A
 AH1641'SLOPED FOUR LEGGED STEEL TOWER SET ON MUD SILLS. AN ORANGE AND
 AH1641'WHITE VERTICAL RECTANGULAR DAYBOARD FACES SOUTHEAST. LIGHT IS
 AH1641'LISTED 19.5 METERS (64 FT) AOBVE THE WATER. STATION IS CARRIED IN
 AH1641'THE 1984 USCG LIGHT LIST AS NUMBER 3383.
 AH1641'
 AH1641'AN EDM TIE WAS MADE TO STATION DONNEL 1933.
 AH1641'
 AH1641'DESCRIBED BY G. R. HEID.
 AH1641
 AH1641                          STATION RECOVERY (1985)
 AH1641
 AH1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1641'RECOVERED IN GOOD CONDITION.
 AH1641
 AH1641                          STATION RECOVERY (1989)
 AH1641
 AH1641'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1641'THE STATION, LA QUINTA SHIP CHANNEL RANGE REAR LIGHT, IS LOCATED ABOUT
 AH1641'5.6 KM (3.50 MI) NW OF INGLESIDE, 2.4 KM (1.50 MI) NW OF END OF
 AH1641'CHANNEL AND IN AN OPEN AREA ON PROPERTY OF THE REYNOLDS METALS
 AH1641'COMPANY.  OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201
 AH1641'NAVIGATION, CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1641'TO REACH SEE ABOVE.
 AH1641'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A SLOPED
 AH1641'FOUR LEGGED STEEL TOWER SET ON MUD SILLS.  AN ORANGE AND WHITE
 AH1641'VERTICAL RECTANGULAR DAYBOARD FACES SE.  STATION IS CARRIED IN THE
 AH1641'1988 COAST GUARD LIGHT LIST VOL. IV NO. 27550.
 AH1641'AN EDMI TIE WAS MADE TO STATION DONNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1642 ***********************************************************************
 AH1642  DESIGNATION -  LA QUINTA CHAN OUTER RNG F LT
 AH1642  PID         -  AH1642
 AH1642  STATE/COUNTY-  TX/NUECES
 AH1642  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1642
 AH1642                         *CURRENT SURVEY CONTROL
 AH1642  ___________________________________________________________________
 AH1642* NAD 83(1993)-  27 48 44.56131(N)    097 13 11.57593(W)     ADJUSTED  
 AH1642* NAVD 88     -         7.     (meters)      23.     (feet)  VERTCON   
 AH1642  ___________________________________________________________________
 AH1642  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH1642  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1642
 AH1642  HORZ ORDER  -  THIRD
 AH1642
 AH1642.The horizontal coordinates were established by classical geodetic methods
 AH1642.and adjusted by the National Geodetic Survey in February 1996..
 AH1642
 AH1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1642
 AH1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1642
 AH1642.The geoid height was determined by GEOID03.
 AH1642
 AH1642;                    North         East     Units Scale Factor Converg.
 AH1642;SPC TX S     - 5,238,374.729   426,129.369   MT  0.99999476   +0 34 52.3
 AH1642;SPC TX S     -17,186,234.42  1,398,059.44   sFT  0.99999476   +0 34 52.3
 AH1642;UTM  14      - 3,077,689.983   675,343.930   MT  0.99997950   +0 49 50.8
 AH1642
 AH1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1642!SPC TX S     -   1.00000301  x   0.99999476  =   0.99999777
 AH1642!UTM  14      -   1.00000301  x   0.99997950  =   0.99998251
 AH1642
 AH1642                          SUPERSEDED SURVEY CONTROL
 AH1642
 AH1642  NAD 83(1986)-  27 48 44.56767(N)    097 13 11.54829(W) AD(       ) 4
 AH1642  NGVD 29 (06/28/90)    7.     (m)           23.     (f) VERT ANG       
 AH1642
 AH1642.Superseded values are not recommended for survey control.
 AH1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1642.See file dsdata.txt to determine how the superseded data were derived.
 AH1642
 AH1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7534477690(NAD 83)
 AH1642_MARKER: 15 = RANGE MARKER
 AH1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1642+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH1642
 AH1642  HISTORY     - Date     Condition        Report By
 AH1642  HISTORY     - 1989     FIRST OBSERVED   NOS
 AH1642
 AH1642                          STATION DESCRIPTION
 AH1642
 AH1642'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AH1642'THE STATION, LA QUINTA CHANNEL OUTER RANGE FRONT LIGHT, IS LOCATED
 AH1642'ABOUT 1.5 KM (0.95 MI) S OF INGLESIDE-ON-THE-BAY AND ABOUT 3.2 KM
 AH1642'(2.00 MI) WSW OF THE CROSSING OF THE CORPUS CHRISTI SHIP CHANNEL AND
 AH1642'THE INTRACOASTAL WATERWAY.  OWNERSHIP--COAST GUARD AIDS TO NAVIGATION
 AH1642'TEAM, 1201 NAVIGATION, CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1642'TO REACH STATION PROCEED BY BOAT ONLY.
 AH1642'THE LANDMARK IS THE CENTER OF THE QUICK FLASHING WHITE LIGHT MOUNTED
 AH1642'ON A SKELETON TOWER ON PILES.  A RECTANGULAR RED DAYBOARD BEARING A
 AH1642'CENTRAL WHITE STRIPE IS VISIBLE 2 DEGREES EACH SIDE OF THE RANGELINE.
 AH1642'STATION IS CARRIED IN THE 1988 USCG LIGHT LIST VOL. IV NO. 27535.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1643 ***********************************************************************
 AH1643  DESIGNATION -  LA QUINTA CHAN OUTER RNG R LT
 AH1643  PID         -  AH1643
 AH1643  STATE/COUNTY-  TX/NUECES
 AH1643  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1643
 AH1643                         *CURRENT SURVEY CONTROL
 AH1643  ___________________________________________________________________
 AH1643* NAD 83(1993)-  27 48 20.50655(N)    097 13 00.03282(W)     ADJUSTED  
 AH1643* NAVD 88     -        16.     (meters)      52.     (feet)  VERTCON   
 AH1643  ___________________________________________________________________
 AH1643  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH1643  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AH1643
 AH1643  HORZ ORDER  -  THIRD
 AH1643
 AH1643.The horizontal coordinates were established by classical geodetic methods
 AH1643.and adjusted by the National Geodetic Survey in February 1996..
 AH1643
 AH1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1643
 AH1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1643
 AH1643.The geoid height was determined by GEOID03.
 AH1643
 AH1643;                    North         East     Units Scale Factor Converg.
 AH1643;SPC TX S     - 5,237,637.519   426,452.815   MT  0.99999312   +0 34 57.5
 AH1643;SPC TX S     -17,183,815.76  1,399,120.61   sFT  0.99999312   +0 34 57.5
 AH1643;UTM  14      - 3,076,954.199   675,670.578   MT  0.99998092   +0 49 55.5
 AH1643
 AH1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1643!SPC TX S     -   1.00000166  x   0.99999312  =   0.99999478
 AH1643!UTM  14      -   1.00000166  x   0.99998092  =   0.99998258
 AH1643
 AH1643                          SUPERSEDED SURVEY CONTROL
 AH1643
 AH1643  NAD 83(1986)-  27 48 20.51312(N)    097 13 00.00525(W) AD(       ) 4
 AH1643  NGVD 29 (06/28/90)   16.     (m)           52.     (f) VERT ANG       
 AH1643
 AH1643.Superseded values are not recommended for survey control.
 AH1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1643.See file dsdata.txt to determine how the superseded data were derived.
 AH1643
 AH1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7567176954(NAD 83)
 AH1643_MARKER: 14 = NAVIGATION LIGHT
 AH1643_MARK LOGO: NGS   
 AH1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1643+SATELLITE: SATELLITE OBSERVATIONS - 1985
 AH1643
 AH1643  HISTORY     - Date     Condition        Report By
 AH1643  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1643  HISTORY     - 1985     GOOD             NGS
 AH1643
 AH1643                          STATION DESCRIPTION
 AH1643
 AH1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1643'THE STATION, LA QUINTA SHIP CHANNEL OUTER RANGE REAR LIGHT
 AH1643'IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTH OF INGLESIDE, 3.2 KM (2 MI)
 AH1643'WEST-SOUTHWEST OF THE CROSSING OF THE CORPUS CHRISTI SHIP CHANNEL
 AH1643'AND THE INTRACOASTAL WATERWAY.
 AH1643'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1643'CORPUS CHRISTI TX 78407, PHONE 512-888-3175.
 AH1643'
 AH1643'TO REACH THE STATION, SEE GENERAL LOCATION.
 AH1643'
 AH1643'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A
 AH1643'SLOPED FOUR LEGGED STEEL TOWER SET ON A WOODEN PLATFORM ON PILINGS.
 AH1643'AN ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES NORTHWEST.
 AH1643'LIGHT IS LISTED A 17 METERS (55 FT) ABOVE THE WATER. STATION IS
 AH1643'CARRIED IN THE 1984 USCG LIGHT LIST AS NUMBER 3381.
 AH1643'100 METERS (328 FT) SOUTH FROM A SPOIL BANK.
 AH1643'
 AH1643'DESCRIBED BY G. R. HEID.
 AH1643
 AH1643                          STATION RECOVERY (1985)
 AH1643
 AH1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1643'THE STATION, LA QUINTA CHANNEL OUTER RANGE REAR LIGHT, IS LOCATED
 AH1643'ABOUT 8.8 KM (5.45 MI) S OF INGLESIDE, 3.2 KM (2.00 MI) WSW OF THE
 AH1643'CROSSING OF THE CORPUS CHRISTI CHANNEL AND THE INTRACOASTAL WATERWAY.
 AH1643'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1643'CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1643'TO REACH SEE ABOVE.
 AH1643'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A SLOPED
 AH1643'FOUR LEGGED TOWER SET ON A WOODEN PLATFORM ON PILINGS.  AN ORANGE AND
 AH1643'WHITE VERTICAL RECTANGULAR DAYMARK FACES NW.  STATION IS CARRIED IN
 AH1643'THE 1988 USCG LIGHT LIST VOL. IV NO. 27540.  IT IS 100 M (328.1 FT) S
 AH1643'FROM A SPOIL BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1302 ***********************************************************************
 CR1302  DESIGNATION -  LA RUE
 CR1302  PID         -  CR1302
 CR1302  STATE/COUNTY-  TX/HENDERSON
 CR1302  USGS QUAD   -  LA RUE (1984)
 CR1302
 CR1302                         *CURRENT SURVEY CONTROL
 CR1302  ___________________________________________________________________
 CR1302* NAD 83(1993)-  32 04 52.10580(N)    095 40 47.06362(W)     ADJUSTED  
 CR1302* NAVD 88     -       187.49   (+/-2cm)     615.1    (feet)  VERTCON   
 CR1302  ___________________________________________________________________
 CR1302  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 CR1302  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CR1302
 CR1302  HORZ ORDER  -  FIRST
 CR1302  VERT ORDER  -  THIRD ? (See Below)
 CR1302
 CR1302.The horizontal coordinates were established by classical geodetic methods
 CR1302.and adjusted by the National Geodetic Survey in February 1996..
 CR1302
 CR1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1302.The vertical order pertains to the NGVD 29 superseded value.
 CR1302
 CR1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1302
 CR1302.The geoid height was determined by GEOID03.
 CR1302
 CR1302;                    North         East     Units Scale Factor Converg.
 CR1302;SPC TXNC     - 2,049,536.464   866,232.257   MT  1.00001486   +1 32 17.4
 CR1302;SPC TXNC     - 6,724,187.55  2,841,963.66   sFT  1.00001486   +1 32 17.4
 CR1302;SPC TX C     - 3,276,863.911 1,139,242.810   MT  1.00005913   +2 23 48.7
 CR1302;SPC TX C     -10,750,844.35  3,737,665.79   sFT  1.00005913   +2 23 48.7
 CR1302;UTM  15      - 3,552,572.480   247,066.913   MT  1.00038904   -1 25 26.5
 CR1302
 CR1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1302!SPC TXNC     -   0.99997462  x   1.00001486  =   0.99998948
 CR1302!SPC TX C     -   0.99997462  x   1.00005913  =   1.00003375
 CR1302!UTM  15      -   0.99997462  x   1.00038904  =   1.00036365
 CR1302
 CR1302|---------------------------------------------------------------------|
 CR1302| PID    Reference Object                     Distance      Geod. Az  |
 CR1302|                                                           dddmmss.s |
 CR1302| CY1428 LA RUE RM 1                          25.250 METERS 13939     |
 CR1302| CY1429 LA RUE RM 2                          31.858 METERS 19321     |
 CR1302| CY1427 LA RUE AZ MK 2                                     1943235.6 |
 CR1302| CY1426 LA RUE AZ MK                                       3044834.5 |
 CR1302| CR1305 ATHENS MUNICIPAL TANK               APPROX.21.4 KM 3111027.7 |
 CR1302|---------------------------------------------------------------------|
 CR1302
 CR1302                          SUPERSEDED SURVEY CONTROL
 CR1302
 CR1302  NAD 83(1986)-  32 04 52.11460(N)    095 40 47.04805(W) AD(       ) 1
 CR1302  NAD 27      -  32 04 51.54300(N)    095 40 46.18500(W) AD(       ) 1
 CR1302  NGVD 29 (07/19/86)  187.50   (m)          615.2    (f) LEVELING    3  
 CR1302
 CR1302.Superseded values are not recommended for survey control.
 CR1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1302.See file dsdata.txt to determine how the superseded data were derived.
 CR1302
 CR1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR4706752572(NAD 83)
 CR1302_MARKER: DS = TRIANGULATION STATION DISK
 CR1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1302
 CR1302  HISTORY     - Date     Condition        Report By
 CR1302  HISTORY     - 1935     MONUMENTED       CGS
 CR1302  HISTORY     - 1958     GOOD             CGS
 CR1302
 CR1302                          STATION DESCRIPTION
 CR1302
 CR1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1302'STATION IS ABOUT 2.5 MILES S OF LA RUE, ON THE HIGHEST POINT OF
 CR1302'A WOODED HILL, ON LAND OWNED BY A MR. HENDERSON.  IT IS 150
 CR1302'YARDS E OF A N-S ROAD, 40 FEET NE OF A WOODS ROAD, 82 FEET
 CR1302'NNW OF A 14-INCH TRIANGLE BLAZED JACK OAK, ON THE SW SIDE OF
 CR1302'THE WOODS ROAD, 18 FEET N OF A 12-INCH TRIANGLE BLAZED JACK OAK,
 CR1302'24 FEET E OF A 14-INCH TRIANGLE BLAZED JACK OAK.  IT PROJECTS
 CR1302'4 INCHES.
 CR1302'
 CR1302'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR1302'BRONZE DISKS SET IN CONCRETE.
 CR1302'
 CR1302'REFERENCE MARK NO. 1 IS SE OF THE STATION, 35 FEET NE OF THE
 CR1302'BLAZED TREE BESIDE THE WOODS ROAD, 86.87 FEET NE OF REFERENCE
 CR1302'MARK NO. 2.  IT PROJECTS 4 INCHES.
 CR1302'
 CR1302'REFERENCE MARK NO. 2 IS S OF THE STATION, 42 FEET SW OF THE
 CR1302'BLAZED TREE BESIDE THE WOODS ROAD.  IT PROJECTS 3 INCHES.
 CR1302'
 CR1302'THE AZIMUTH MARK IS NW OF THE STATION, IN THE FENCE LINE ON THE
 CR1302'E SIDE OF THE YARD OF A FARMHOUSE OWNED BY MR. J.M. SEELEY,
 CR1302'25 FEET E OF THE SE CORNER OF THE HOUSE.  IT PROJECTS 3 INCHES.
 CR1302'
 CR1302'TO REACH FROM THE CROSSROADS AT THE W END OF A RAILROAD OVERPASS
 CR1302'(ON U.S. HIGHWAY 175) 1/4 MILE SE OF LA RUE.  GO S ON A DIRT
 CR1302'ROAD 2.2 MILES TO AN OLD ABANDONED SHACK ON THE E SIDE OF THE ROAD
 CR1302'AND A WOODS ROAD LEADING SE.  FOLLOW THE WOODS ROAD ABOUT
 CR1302'175 YARDS TO THE TOP OF THE HILL AND THE STATION.
 CR1302'
 CR1302'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 CR1302
 CR1302                          STATION RECOVERY (1958)
 CR1302
 CR1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1302'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CR1302'WERE FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED
 CR1302'BY THIS PARTY.
 CR1302'
 CR1302'STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF LA RUE, 150 YARDS
 CR1302'EAST OF A NORTH-SOUTH OILED ROAD AND ON THE HIGHEST POINT OF
 CR1302'A WOODED HILL.  IT IS 45 FEET NORTHEAST OF A WOODS ROAD, 2
 CR1302'FEET SOUTHEAST OF A WHITE WITNESS POST AND SET IN A SMALL
 CR1302'CLEARING ON THE WESTERN SLOPE OF HILL.  THE MARK PROJECTS 4
 CR1302'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED LA RUE
 CR1302'1935.
 CR1302'
 CR1302'REFERENCE MARK NO. 1 IS 36 FEET NORTH OF A WOODS ROAD, 1 FOOT
 CR1302'LOWER THAN THE STATION AND SET ON THE NORTHEAST SLOPE OF HILL.
 CR1302'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1302'AND IS STAMPED LA RUE NO 1 1935.
 CR1302'
 CR1302'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF A WOODS ROAD, 2 FEET
 CR1302'LOWER THAN STATION AND SET ON THE SOUTHWEST SLOPE OF HILL.
 CR1302'THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1302'AND IS STAMPED LA RUE NO 2 1935.
 CR1302'
 CR1302'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF AN OILED ROAD,
 CR1302'2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A WIRE
 CR1302'FENCE LINE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF
 CR1302'THE GROUND AND IS STAMPED LA RUE 1935 RESET 1958.
 CR1302'
 CR1302'TO REACH FROM THE POST OFFICE IN LA RUE GO EASTERLY ON A OILED
 CR1302'ROAD FOR 0.75 MILE TO THE JUNCTION WITH U.S. HIGHWAY 175, TURN
 CR1302'RIGHT ON U.S. HIGHWAY 175 AND GO 0.3 MILE TO A CROSS ROADS,
 CR1302'TURN LEFT ON OILED ROAD AND GO 2.2 MILES TO A TRACK WOODS ROAD
 CR1302'ON THE LEFT, TURN LEFT ON TRACK ROAD AND GO 0.2 MILE TO THE
 CR1302'TOP OF HILL AND STATION ON LEFT AS DESCRIBED.
 CR1302'
 CR1302'TO REACH AZIMUTH MARK FROM THE STATION GO 0.2 MILE ON TRACK
 CR1302'WOODS ROAD DOWN HILL TO OILED ROAD, TURN LEFT ON OILED ROAD
 CR1302'AND GO 0.3 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CR1302'
 CR1302'HEIGHT OF LIGHT ABOVE THE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1659 ***********************************************************************
 AB1659  DESIGNATION -  LA VILLA
 AB1659  PID         -  AB1659
 AB1659  STATE/COUNTY-  TX/HIDALGO
 AB1659  USGS QUAD   -  EDCOUCH (1980)
 AB1659
 AB1659                         *CURRENT SURVEY CONTROL
 AB1659  ___________________________________________________________________
 AB1659* NAD 83(1993)-  26 17 40.10776(N)    097 55 44.04569(W)     ADJUSTED  
 AB1659* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 AB1659  ___________________________________________________________________
 AB1659  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB1659  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AB1659
 AB1659  HORZ ORDER  -  SECOND
 AB1659
 AB1659.The horizontal coordinates were established by classical geodetic methods
 AB1659.and adjusted by the National Geodetic Survey in February 1996..
 AB1659
 AB1659.The orthometric height was scaled from a topographic map.
 AB1659
 AB1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1659
 AB1659.The geoid height was determined by GEOID03.
 AB1659
 AB1659;                    North         East     Units Scale Factor Converg.
 AB1659;SPC TX S     - 5,069,686.383   357,031.874   MT  0.99997027   +0 15 33.4
 AB1659;SPC TX S     -16,632,796.07  1,171,362.07   sFT  0.99997027   +0 15 33.4
 AB1659;UTM  14      - 2,908,738.463   606,928.182   MT  0.99974116   +0 28 28.3
 AB1659
 AB1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1659!SPC TX S     -   1.00000103  x   0.99997027  =   0.99997130
 AB1659!UTM  14      -   1.00000103  x   0.99974116  =   0.99974219
 AB1659
 AB1659|---------------------------------------------------------------------|
 AB1659| PID    Reference Object                     Distance      Geod. Az  |
 AB1659|                                                           dddmmss.s |
 AB1659| CV2533 LA VILLA RM 1                        14.524 METERS 03456     |
 AB1659| AB1655 HIDALGO                             APPROX. 8.0 KM 0570355.7 |
 AB1659| AB1660 TBR                                  11.278 METERS 06251     |
 AB1659| CV2531 LA VILLA AZ MK                                     0900835.7 |
 AB1659| CV2532 LA VILLA AZ MK 2                                   0905124.2 |
 AB1659| CV2534 LA VILLA RM 2                        18.251 METERS 27735     |
 AB1659|---------------------------------------------------------------------|
 AB1659
 AB1659                          SUPERSEDED SURVEY CONTROL
 AB1659
 AB1659  NAD 83(1986)-  26 17 40.11551(N)    097 55 44.00947(W) AD(       ) 2
 AB1659  NAD 27      -  26 17 38.85982(N)    097 55 43.00389(W) AD(       ) 2
 AB1659
 AB1659.Superseded values are not recommended for survey control.
 AB1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1659.See file dsdata.txt to determine how the superseded data were derived.
 AB1659
 AB1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0692808738(NAD 83)
 AB1659_MARKER: DS = TRIANGULATION STATION DISK
 AB1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1659
 AB1659  HISTORY     - Date     Condition        Report By
 AB1659  HISTORY     - 1947     MONUMENTED       CGS
 AB1659  HISTORY     - 1949     GOOD             TXHD
 AB1659  HISTORY     - 1954     GOOD             CGS
 AB1659  HISTORY     - 1958     GOOD             LOCENG
 AB1659
 AB1659                          STATION DESCRIPTION
 AB1659
 AB1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1659'STATION IS LOCATED 0.2 MILE SOUTH OF THE RAILROAD CROSSING IN
 AB1659'LA VILLA IN THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE
 AB1659'HIGHWAY 107 AND PAVED ROAD.  IT IS 71 FEET NORTHWEST OF ROAD
 AB1659'INTERSECTION, 61 FEET WEST OF THE CENTERLINE OF PAVED ROAD,
 AB1659'41.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 11 FEET SOUTH
 AB1659'OF IRRIGATION CANAL AND 3 FEET SOUTH OF A WHITE WITNESS
 AB1659'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 AB1659'LA VILLA 1917.
 AB1659'
 AB1659'REFERENCE MARK NO. 1 IS 47.65 FEET NORTHEAST OF THE STATION.
 AB1659'IT IS 31 FEET WEST OF THE CENTERLINE OF PAVED ROAD AND 4
 AB1659'FEET WEST OF IRRIGATION CANAL.  THE MARK PROJECTS ABOUT 4
 AB1659'INCHES AND THE DISK IS STAMPED LA VILLA NO 1 1947.
 AB1659'
 AB1659'REFERENCE MARK NO. 2 IS 59.88 FEET WEST OF THE STATION.  IT IS
 AB1659'51 FEET NORTH OF THE CENTERLINE OF HIGHWAY AND 2 FEET SOUTH
 AB1659'OF IRRIGATION CANAL.  THE MARK IS FLUSH AND THE DISK IS
 AB1659'STAMPED LA VILLA NO 2 1947.
 AB1659'
 AB1659'TBR BM IS 37.00 FEET NORTHEAST OF STATION.  IT IS 11.6 FEET
 AB1659'NORTH OF THE SOUTH END OF IRRIGATION CANAL GATE.  THE MARK
 AB1659'IS A STANDARD TBR BM DISK SET IN CONCRETE IRRIGATION CANAL
 AB1659'GATE AND THE DISK IS NOT STAMPED.
 AB1659'
 AB1659'AZIMUTH MARK IS 0.7 MILE EAST OF STATION ON THE SOUTH SIDE
 AB1659'OF STATE HIGHWAY 107.  IT IS 6 FEET WEST OF CONCRETE CULVERT,
 AB1659'26 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 107 AND 2 FEET
 AB1659'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 AB1659'4 INCHES AND THE DISK IS STAMPED LA VILLA 1947.
 AB1659'
 AB1659'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AB1659
 AB1659                          STATION RECOVERY (1949)
 AB1659
 AB1659'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AB1659'GOOD.
 AB1659'
 AB1659'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AB1659
 AB1659                          STATION RECOVERY (1954)
 AB1659
 AB1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 AB1659'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 AB1659'AS DESCRIBED.  DUE TO NEW HIGHWAY CONSTRUCTION IN THE VICINITY
 AB1659'OF THE AZIMUTH MARK, A NEW AZIMUTH MARK WAS SET IN 1954.
 AB1659'IT IS A STANDARD DISK STAMPED LA VILLA 1947-1954, SET IN A
 AB1659'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 20 YARDS SOUTH
 AB1659'OF THE CENTERLINE OF STATE HIGHWAY NO. 107, 6 YARDS SOUTH
 AB1659'OF THE SOUTH RIGHT-OF-WAY LINE, 5 YARDS EAST OF THE EAST
 AB1659'EDGE OF A FIELD AND IN A BRUSHY FARM YARD, ABOUT 9 YARDS
 AB1659'WEST, SOUTHWEST OF A 24 INCH MESQUITE TREE.
 AB1659'
 AB1659'IT IS 0.7 MILE EAST OF THE STATION AND IS ABOUT 75 YARDS WEST,
 AB1659'SOUTHWEST AND ABOUT 6 FEET LOWER THAN THE SITE OF THE ORIGINAL
 AB1659'AZIMUTH MARK.
 AB1659
 AB1659                          STATION RECOVERY (1958)
 AB1659
 AB1659'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958 (WLF)
 AB1659'RECOVERED BY PLYMOUTH OIL CO.
 AB1659'
 AB1659'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 AB1659'THE AZIMUTH MARK WAS SEARCHED FOR, DID NOT DIG, UNABLE TO
 AB1659'LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1661 ***********************************************************************
 AB1661  DESIGNATION -  LA VILLA RAD KGBT N RAD MAST
 AB1661  PID         -  AB1661
 AB1661  STATE/COUNTY-  TX/HIDALGO
 AB1661  USGS QUAD   -  LASARA (1970)
 AB1661
 AB1661                         *CURRENT SURVEY CONTROL
 AB1661  ___________________________________________________________________
 AB1661* NAD 83(1993)-  26 22 40.47552(N)    097 53 43.05611(W)     ADJUSTED  
 AB1661* NAVD 88     -                                                        
 AB1661  ___________________________________________________________________
 AB1661  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AB1661  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AB1661
 AB1661  HORZ ORDER  -  THIRD
 AB1661
 AB1661.The horizontal coordinates were established by classical geodetic methods
 AB1661.and adjusted by the National Geodetic Survey in February 1996..
 AB1661
 AB1661
 AB1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1661
 AB1661.The geoid height was determined by GEOID03.
 AB1661
 AB1661;                    North         East     Units Scale Factor Converg.
 AB1661;SPC TX S     - 5,078,945.640   360,343.790   MT  0.99995351   +0 16 28.3
 AB1661;SPC TX S     -16,663,174.15  1,182,227.92   sFT  0.99995351   +0 16 28.3
 AB1661;UTM  14      - 2,918,008.122   610,204.496   MT  0.99974995   +0 29 27.1
 AB1661
 AB1661                          SUPERSEDED SURVEY CONTROL
 AB1661
 AB1661  NAD 83(1986)-  26 22 40.48400(N)    097 53 43.02008(W) AD(       ) 4
 AB1661  NAD 27      -  26 22 39.23300(N)    097 53 42.02200(W) AD(       ) 3
 AB1661
 AB1661.Superseded values are not recommended for survey control.
 AB1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1661.See file dsdata.txt to determine how the superseded data were derived.
 AB1661
 AB1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1020418008(NAD 83)
 AB1661_MARKER: 42 = RADIO/TV MAST
 AB1661
 AB1661  HISTORY     - Date     Condition        Report By
 AB1661  HISTORY     - 1961     FIRST OBSERVED   CGS
 AB1661
 AB1661                          STATION DESCRIPTION
 AB1661
 AB1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1661'THE STATION IS THE LIGHT ATOP THE NORTH ONE OF SIX RADIO
 AB1661'MASTS WHICH ARE LOCATED APPROXIMATELY 5.5 MILES NORTH OF
 AB1661'LA VILLA, 4.5 MILES EAST OF MONTE ALTO, ALONG THE WEST SIDE
 AB1661'OF FARM ROAD 491, AND 0.5 MILE SOUTH OF FARM ROAD 1422.
 AB1661'
 AB1661'THE MAST IS A SLENDER, GUYED, RED AND WHITE PAINTED STEEL
 AB1661'STRUCTURE, 205 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1658 ***********************************************************************
 AB1658  DESIGNATION -  LA VILLA RAD KGBT S RAD MAST
 AB1658  PID         -  AB1658
 AB1658  STATE/COUNTY-  TX/HIDALGO
 AB1658  USGS QUAD   -  EDCOUCH (1980)
 AB1658
 AB1658                         *CURRENT SURVEY CONTROL
 AB1658  ___________________________________________________________________
 AB1658* NAD 83(1993)-  26 22 28.27614(N)    097 53 45.44637(W)     ADJUSTED  
 AB1658* NAVD 88     -                                                        
 AB1658  ___________________________________________________________________
 AB1658  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AB1658  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AB1658
 AB1658  HORZ ORDER  -  THIRD
 AB1658
 AB1658.The horizontal coordinates were established by classical geodetic methods
 AB1658.and adjusted by the National Geodetic Survey in February 1996..
 AB1658
 AB1658
 AB1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1658
 AB1658.The geoid height was determined by GEOID03.
 AB1658
 AB1658;                    North         East     Units Scale Factor Converg.
 AB1658;SPC TX S     - 5,078,569.896   360,279.330   MT  0.99995415   +0 16 27.3
 AB1658;SPC TX S     -16,661,941.40  1,182,016.44   sFT  0.99995415   +0 16 27.3
 AB1658;UTM  14      - 2,917,632.214   610,141.468   MT  0.99974977   +0 29 25.8
 AB1658
 AB1658                          SUPERSEDED SURVEY CONTROL
 AB1658
 AB1658  NAD 83(1986)-  26 22 28.28461(N)    097 53 45.41029(W) AD(       ) 4
 AB1658  NAD 27      -  26 22 27.03300(N)    097 53 44.41200(W) AD(       ) 3
 AB1658
 AB1658.Superseded values are not recommended for survey control.
 AB1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1658.See file dsdata.txt to determine how the superseded data were derived.
 AB1658
 AB1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1014117632(NAD 83)
 AB1658_MARKER: 42 = RADIO/TV MAST
 AB1658
 AB1658  HISTORY     - Date     Condition        Report By
 AB1658  HISTORY     - 1961     FIRST OBSERVED   CGS
 AB1658
 AB1658                          STATION DESCRIPTION
 AB1658
 AB1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1658'THE STATION IS THE LIGHT ATOP THE SOUTH ONE OF SIX RADIO
 AB1658'MASTS WHICH ARE LOCATED APPROXIMATELY 5.5 MILES NORTH OF
 AB1658'LA VILLA, 4.5 MILES EAST OF MONTE ALTO, 0.5 MILE SOUTH OF
 AB1658'THE JUNCTION OF FARM ROADS 491 AND 1422.
 AB1658'
 AB1658'THE MAST IS A SLENDER, GUYED, RED AND WHITE PAINTED STEEL
 AB1658'STRUCTURE, 205 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2256 ***********************************************************************
 AN2256  DESIGNATION -  LA WARD MUNICIPAL TANK
 AN2256  PID         -  AN2256
 AN2256  STATE/COUNTY-  TX/JACKSON
 AN2256  USGS QUAD   -  LA WARD (1995)
 AN2256
 AN2256                         *CURRENT SURVEY CONTROL
 AN2256  ___________________________________________________________________
 AN2256* NAD 83(1993)-  28 50 40.93063(N)    096 27 51.39666(W)     ADJUSTED  
 AN2256* NAVD 88     -                                                        
 AN2256  ___________________________________________________________________
 AN2256  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AN2256  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN2256
 AN2256  HORZ ORDER  -  THIRD
 AN2256
 AN2256.The horizontal coordinates were established by classical geodetic methods
 AN2256.and adjusted by the National Geodetic Survey in February 1996..
 AN2256
 AN2256
 AN2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2256
 AN2256.The geoid height was determined by GEOID03.
 AN2256
 AN2256;                    North         East     Units Scale Factor Converg.
 AN2256;SPC TXSC     - 4,114,770.070   847,402.267   MT  0.99989958   +1 14 32.2
 AN2256;SPC TXSC     -13,499,874.80  2,780,185.60   sFT  0.99989958   +1 14 32.2
 AN2256;UTM  14      - 3,193,422.371   747,390.999   MT  1.00035534   +1 13 26.2
 AN2256
 AN2256                          SUPERSEDED SURVEY CONTROL
 AN2256
 AN2256  NAD 83(1986)-  28 50 40.94804(N)    096 27 51.35290(W) AD(       ) 4
 AN2256  NAD 27      -  28 50 39.99000(N)    096 27 50.46000(W) AD(       ) 3
 AN2256
 AN2256.Superseded values are not recommended for survey control.
 AN2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2256.See file dsdata.txt to determine how the superseded data were derived.
 AN2256
 AN2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4739193422(NAD 83)
 AN2256_MARKER: 51 = TANK
 AN2256
 AN2256  HISTORY     - Date     Condition        Report By
 AN2256  HISTORY     - 1931     FIRST OBSERVED   CGS
 AN2256  HISTORY     - 1956     GOOD             CGS
 AN2256
 AN2256                          STATION DESCRIPTION
 AN2256
 AN2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WHS)
 AN2256'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0843 ***********************************************************************
 CB0843  DESIGNATION -  LABENSKI ET
 CB0843  PID         -  CB0843
 CB0843  STATE/COUNTY-  TX/COKE
 CB0843  USGS QUAD   -  BRONTE (1987)
 CB0843
 CB0843                         *CURRENT SURVEY CONTROL
 CB0843  ___________________________________________________________________
 CB0843* NAD 83(1993)-  31 57 30.57490(N)    100 22 27.72530(W)     ADJUSTED  
 CB0843* NAVD 88     -       644.9    (meters)    2116.     (feet)  VERTCON   
 CB0843  ___________________________________________________________________
 CB0843  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CB0843  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 CB0843
 CB0843  HORZ ORDER  -  THIRD
 CB0843  VERT ORDER  -  THIRD ? (See Below)
 CB0843
 CB0843.The horizontal coordinates were established by classical geodetic methods
 CB0843.and adjusted by the National Geodetic Survey in February 1996..
 CB0843
 CB0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0843.The vertical order pertains to the NGVD 29 superseded value.
 CB0843
 CB0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0843
 CB0843.The geoid height was determined by GEOID03.
 CB0843
 CB0843;                    North         East     Units Scale Factor Converg.
 CB0843;SPC TX C     - 3,254,075.217   696,120.665   MT  1.00002105   -0 01 16.1
 CB0843;SPC TX C     -10,676,078.44  2,283,855.88   sFT  1.00002105   -0 01 16.1
 CB0843;SPC TXNC     - 2,033,942.940   422,805.332   MT  1.00005301   -1 01 20.2
 CB0843;SPC TXNC     - 6,673,027.80  1,387,153.83   sFT  1.00005301   -1 01 20.2
 CB0843;UTM  14      - 3,536,659.588   370,119.617   MT  0.99980804   -0 43 39.2
 CB0843
 CB0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0843!SPC TX C     -   0.99990270  x   1.00002105  =   0.99992375
 CB0843!SPC TXNC     -   0.99990270  x   1.00005301  =   0.99995570
 CB0843!UTM  14      -   0.99990270  x   0.99980804  =   0.99971076
 CB0843
 CB0843:                Primary Azimuth Mark                     Grid Az
 CB0843:SPC TX C     -  ROLLINS                                  047 45 18.8
 CB0843:SPC TXNC     -  ROLLINS                                  048 45 22.9
 CB0843:UTM  14      -  ROLLINS                                  048 27 41.9
 CB0843
 CB0843|---------------------------------------------------------------------|
 CB0843| PID    Reference Object                     Distance      Geod. Az  |
 CB0843|                                                           dddmmss.s |
 CB0843| CB0835 ROLLINS                             APPROX. 5.8 KM 0474402.7 |
 CB0843|---------------------------------------------------------------------|
 CB0843
 CB0843                          SUPERSEDED SURVEY CONTROL
 CB0843
 CB0843  NAD 83(1986)-  31 57 30.58035(N)    100 22 27.71194(W) AD(       ) 3
 CB0843  NAD 27      -  31 57 30.07852(N)    100 22 26.36940(W) AD(       ) 3
 CB0843  NGVD 29 (07/19/86)  644.7    (m)         2115.     (f) LEVELING    3  
 CB0843
 CB0843.Superseded values are not recommended for survey control.
 CB0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0843.See file dsdata.txt to determine how the superseded data were derived.
 CB0843
 CB0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA7012036660(NAD 83)
 CB0843_MARKER: DD = SURVEY DISK
 CB0843_SETTING: 0 = UNSPECIFIED SETTING
 CB0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0843
 CB0843  HISTORY     - Date     Condition        Report By
 CB0843  HISTORY     - 1958     MONUMENTED       USGS
 CB0843
 CB0843                          STATION DESCRIPTION
 CB0843
 CB0843'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0843'LOCATED ABOUT 6.5 MI. NW. OF BRONTE, TEXAS, AND ABOUT 8.0 MI. NE. OF
 CB0843'ROBERT LEE, TEXAS, ON E. EDGE OF RIDGE ABOUT 1000 FT. N. OF COUNTY
 CB0843'RD. WHERE RD. CROSSES RIDGE.
 CB0843'
 CB0843'TO REACH FROM RAILROAD STATION IN BRONTE, GO W. ON STATE HIGHWAY 158
 CB0843'1.8 MI., TURN RIGHT ON DIRT RD. AND GO 3.7 MI. TO T-RD. S., TURN LEFT
 CB0843'AND GO 2.6 MI. TO TRACK RD. AT TOP OF RIDGE, TURN RIGHT AND BEAR RIGHT
 CB0843'OFF TRACK RD. AND GO 0.2 MI. TO STATION.
 CB0843'
 CB0843'STATION MARK--STANDARD TABLET STAMPED ---LABENSKI-ET 1958---, IN
 CB0843'CONCRETE MONUMENT BURIED IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1103 ***********************************************************************
 AE1103  DESIGNATION -  LABRA RM 1=B 62
 AE1103  PID         -  AE1103
 AE1103  STATE/COUNTY-  TX/STARR
 AE1103  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1103
 AE1103                         *CURRENT SURVEY CONTROL
 AE1103  ___________________________________________________________________
 AE1103* NAD 83(1986)-  26 34 43.     (N)    099 07 41.     (W)     SCALED    
 AE1103* NAVD 88     -       121.229  (meters)     397.73   (feet)  ADJUSTED  
 AE1103  ___________________________________________________________________
 AE1103  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AE1103  DYNAMIC HT  -         121.030 (meters)     397.08  (feet)  COMP
 AE1103  MODELED GRAV-     979,009.0   (mgal)                       NAVD 88
 AE1103
 AE1103  VERT ORDER  -  FIRST     CLASS II
 AE1103
 AE1103.The horizontal coordinates were scaled from a topographic map and have
 AE1103.an estimated accuracy of +/- 6 seconds.
 AE1103
 AE1103.The orthometric height was determined by differential leveling
 AE1103.and adjusted by the National Geodetic Survey in June 1991..
 AE1103
 AE1103.The geoid height was determined by GEOID03.
 AE1103
 AE1103.The dynamic height is computed by dividing the NAVD 88
 AE1103.geopotential number by the normal gravity value computed on the
 AE1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1103.degrees latitude (g = 980.6199 gals.).
 AE1103
 AE1103.The modeled gravity was interpolated from observed gravity values.
 AE1103
 AE1103;                    North         East    Units  Estimated Accuracy
 AE1103;SPC TX S     - 5,101,190.      237,440.      MT  (+/- 180 meters Scaled)
 AE1103
 AE1103                          SUPERSEDED SURVEY CONTROL
 AE1103
 AE1103  NGVD 29 (??/??/92)  121.266  (m)          397.85   (f) ADJ UNCH    1 2
 AE1103
 AE1103.Superseded values are not recommended for survey control.
 AE1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1103.See file dsdata.txt to determine how the superseded data were derived.
 AE1103
 AE1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ872397(NAD 83)
 AE1103_MARKER: N = NAIL
 AE1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1103+STABILITY: SURFACE MOTION
 AE1103
 AE1103  HISTORY     - Date     Condition        Report By
 AE1103  HISTORY     - UNK      MONUMENTED       CGS
 AE1103  HISTORY     - 1956     GOOD             NGS
 AE1103
 AE1103                          STATION DESCRIPTION
 AE1103
 AE1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1103'1.05 MI NW FROM FALCON HIGHTS.
 AE1103'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1103'HIGHTS, THENCE 0.95 MILE NORTHWEST ALONG OLD U.S. HIGHWAY 83, AT THE
 AE1103'TOP OF A HILL, MIDWAY BETWEEN TWO POWER POLES, 128 FEET EAST OF THE
 AE1103'CENTER LINE OF THE OLD HIGHWAY, 36 FEET WEST OF A POWER LINE, 2 FEET
 AE1103'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 AE1103'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1102 ***********************************************************************
 AE1102  DESIGNATION -  LABRA=C 62
 AE1102  PID         -  AE1102
 AE1102  STATE/COUNTY-  TX/STARR
 AE1102  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1102
 AE1102                         *CURRENT SURVEY CONTROL
 AE1102  ___________________________________________________________________
 AE1102* NAD 83(1993)-  26 34 43.21489(N)    099 07 41.70354(W)     ADJUSTED  
 AE1102* NAVD 88     -       121.306  (meters)     397.98   (feet)  POSTED    
 AE1102  ___________________________________________________________________
 AE1102  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AE1102  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AE1102  DYNAMIC HT  -         121.110 (meters)     397.34  (feet)  COMP
 AE1102  MODELED GRAV-     979,009.0   (mgal)                       NAVD 88
 AE1102
 AE1102  HORZ ORDER  -  FIRST
 AE1102  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE1102
 AE1102.The horizontal coordinates were established by classical geodetic methods
 AE1102.and adjusted by the National Geodetic Survey in February 1996..
 AE1102
 AE1102.The orthometric height was determined by differential leveling
 AE1102.and adjusted by the National Geodetic Survey in 1992..
 AE1102.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE1102.rate of 0.0 thru 1.0 mm/km.
 AE1102
 AE1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1102
 AE1102.The geoid height was determined by GEOID03.
 AE1102
 AE1102.The dynamic height is computed by dividing the NAVD 88
 AE1102.geopotential number by the normal gravity value computed on the
 AE1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1102.degrees latitude (g = 980.6199 gals.).
 AE1102
 AE1102.The modeled gravity was interpolated from observed gravity values.
 AE1102
 AE1102;                    North         East     Units Scale Factor Converg.
 AE1102;SPC TX S     - 5,101,198.814   237,417.459   MT  0.99992179   -0 17 06.8
 AE1102;SPC TX S     -16,736,183.11    778,927.11   sFT  0.99992179   -0 17 06.8
 AE1102;UTM  14      - 2,939,776.944   487,228.469   MT  0.99960201   -0 03 26.6
 AE1102
 AE1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1102!SPC TX S     -   0.99998455  x   0.99992179  =   0.99990634
 AE1102!UTM  14      -   0.99998455  x   0.99960201  =   0.99958657
 AE1102
 AE1102|---------------------------------------------------------------------|
 AE1102| PID    Reference Object                     Distance      Geod. Az  |
 AE1102|                                                           dddmmss.s |
 AE1102| CV2535 LABRA RM=B 62                        10.057 METERS 01048     |
 AE1102| AE1643 ROLETA                              APPROX.21.4 KM 3420002.8 |
 AE1102|---------------------------------------------------------------------|
 AE1102
 AE1102                          SUPERSEDED SURVEY CONTROL
 AE1102
 AE1102  NAD 83(1986)-  26 34 43.21729(N)    099 07 41.66512(W) AD(       ) 1
 AE1102  NAD 27      -  26 34 42.01800(N)    099 07 40.54700(W) AD(       ) 1
 AE1102  NGVD 29 (07/19/86)  121.34   (m)          398.1    (f) LEVELING    3  
 AE1102
 AE1102.Superseded values are not recommended for survey control.
 AE1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1102.See file dsdata.txt to determine how the superseded data were derived.
 AE1102
 AE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ8722839777(NAD 83)
 AE1102_MARKER: DS = TRIANGULATION STATION DISK
 AE1102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1102_SP_SET: CONCRETE MASS
 AE1102_STAMPING: LABRA - 1917 - ELEV 397.98
 AE1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1102
 AE1102  HISTORY     - Date     Condition        Report By
 AE1102  HISTORY     - 1917     MONUMENTED       CGS
 AE1102  HISTORY     - 1934     GOOD             LOCENG
 AE1102  HISTORY     - 1939     POOR             IBC
 AE1102
 AE1102                          STATION DESCRIPTION
 AE1102
 AE1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1102'STATION IS ABOUT 16 MILES NW FROM ROMA, 100 METERS (328
 AE1102'FEET) E OF THE RIOGRANDE-LAREDO MILITARY ROAD, AT A POINT
 AE1102'WHERE THERE IS A WIRE FENCE ON EACH SIDE OF THE ROAD, AND
 AE1102'ABOUT 200 METERS (656 FEET) E OF BOARD GATES, PAINTED PINK,
 AE1102'ON EACH SIDE OF THE ROAD.
 AE1102'
 AE1102'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AE1102'
 AE1102'UNDERGROUND MARK IS A STANDARD DISK SET IN BLOCK OF CONCRETE,
 AE1102'10.057 METERS (33.00 FEET) FROM STATION N 10 DEG 48 MIN E.
 AE1102'
 AE1102'IN 1927 THE SURFACE MARK WAS RECOVERED AS DESCRIBED.  IT IS
 AE1102'IDENTICAL WITH B.M. C 62, AND IS STAMPED LABRA 1917 ELEV.
 AE1102'397.98 FT.
 AE1102'
 AE1102'REFERENCE MARK (B.M. B 62) REPORTED DESTROYED.
 AE1102'
 AE1102'ELEVATION OF STATION, 121.30 METERS (398.0 FEET).
 AE1102
 AE1102                          STATION RECOVERY (1934)
 AE1102
 AE1102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934
 AE1102'15 MI NW FROM ROMA.
 AE1102'ABOUT 15 MILES NORTHWEST OF ROMA, ABOUT 1 MILE SOUTH OF THE
 AE1102'STARR-ZAPATA COUNTY LINE AND ABOUT 1/4 MILE SOUTH OF A RANCH HOUSE AND
 AE1102'WINDMILL AND ABOUT 150 FEET EAST OF THE ROMA-ZAPATA HY.
 AE1102
 AE1102                          STATION RECOVERY (1939)
 AE1102
 AE1102'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939
 AE1102'FOUND AS DESCRIBED EXCEPT THAT THE DESCRIPTION
 AE1102'SHOULD BE REVISED TO READ AS FOLLOWS--ABOUT 16 MILES NW FROM
 AE1102'ROMA, ABOUT 60 FEET E OF THE RIO GRANDE CITY-LAREDO MILITARY
 AE1102'ROAD.  THIS REVISION IS DUE TO A CHANGE IN THE ROAD SINCE
 AE1102'THE STATION WAS SET.
 AE1102'
 AE1102'WE NOTICED SIGNS OF DISINTEGRATION OF THE CONCRETE OF THE
 AE1102'SURFACE MARKS, APPARENTLY DUE TO THE FACT THAT THE MARKS
 AE1102'WERE MADE WITH NEAT CEMENT AND GRAVEL, WITHOUT USING ANY
 AE1102'SAND IN THE CONCRETE.  THE CEMENT WAS CHECKING BADLY, AND
 AE1102'THE SURFACE MARKS APPEARED TO BE IN DANGER OF DESTRUCTION
 AE1102'BY SPALLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1033 ***********************************************************************
 CT1033  DESIGNATION -  LACASA
 CT1033  PID         -  CT1033
 CT1033  STATE/COUNTY-  TX/STEPHENS
 CT1033  USGS QUAD   -  CADDO (1982)
 CT1033
 CT1033                         *CURRENT SURVEY CONTROL
 CT1033  ___________________________________________________________________
 CT1033* NAD 83(1993)-  32 39 05.54609(N)    098 41 30.98470(W)     ADJUSTED  
 CT1033* NAVD 88     -       487.5    (meters)    1599.     (feet)  VERTCON   
 CT1033  ___________________________________________________________________
 CT1033  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CT1033  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT1033
 CT1033  HORZ ORDER  -  FIRST
 CT1033
 CT1033.The horizontal coordinates were established by classical geodetic methods
 CT1033.and adjusted by the National Geodetic Survey in February 1996..
 CT1033
 CT1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1033
 CT1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1033
 CT1033.The geoid height was determined by GEOID03.
 CT1033
 CT1033;                    North         East     Units Scale Factor Converg.
 CT1033;SPC TXNC     - 2,109,229.289   581,994.261   MT  0.99989685   -0 06 16.9
 CT1033;SPC TXNC     - 6,920,029.76  1,909,426.17   sFT  0.99989685   -0 06 16.9
 CT1033;UTM  14      - 3,612,699.681   528,890.311   MT  0.99961029   +0 09 58.3
 CT1033
 CT1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1033!SPC TXNC     -   0.99992803  x   0.99989685  =   0.99982489
 CT1033!UTM  14      -   0.99992803  x   0.99961029  =   0.99953835
 CT1033
 CT1033|---------------------------------------------------------------------|
 CT1033| PID    Reference Object                     Distance      Geod. Az  |
 CT1033|                                                           dddmmss.s |
 CT1033| CX8476 LACASA RM                            10.105 METERS 17251     |
 CT1033| CX8477 LACASA RM 3                                        2020500.7 |
 CT1033| CX8475 LACASA RM                            29.510 METERS 27709     |
 CT1033|---------------------------------------------------------------------|
 CT1033
 CT1033                          SUPERSEDED SURVEY CONTROL
 CT1033
 CT1033  NAD 83(1986)-  32 39 05.54792(N)    098 41 30.97100(W) AD(       ) 1
 CT1033  NAD 27      -  32 39 05.09200(N)    098 41 29.75200(W) AD(       ) 1
 CT1033  NGVD 29 (07/19/86)  487.4    (m)         1599.     (f) VERT ANG       
 CT1033
 CT1033.Superseded values are not recommended for survey control.
 CT1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1033.See file dsdata.txt to determine how the superseded data were derived.
 CT1033
 CT1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2889012700(NAD 83)
 CT1033_MARKER: N = NAIL
 CT1033_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CT1033_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CT1033
 CT1033  HISTORY     - Date     Condition        Report By
 CT1033  HISTORY     - 1908     MONUMENTED       CGS
 CT1033  HISTORY     - 1936     GOOD             CGS
 CT1033  HISTORY     - 1937     GOOD             CGS
 CT1033  HISTORY     - 1950     GOOD             CGS
 CT1033  HISTORY     - 1957     GOOD             CGS
 CT1033  HISTORY     - 1959     GOOD             CGS
 CT1033  HISTORY     - 1960     GOOD             CGS
 CT1033  HISTORY     - 1975     GOOD             NGS
 CT1033
 CT1033                          STATION DESCRIPTION
 CT1033
 CT1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 CT1033'THIRTEEN MILES DUE N OF RANGER, A TOWN ON THE TEXAS AND PACIFIC
 CT1033'RAILWAY, 3 MILES N OF LACASA POST OFFICE AND 1 MILE W OF THE
 CT1033'RANGER-CADDO ROAD, ON TOP OF THE HIGHEST PEAK OF A VERY
 CT1033'PROMINENT RIDGE.  THE PEAK IS SOMEWHAT ROUNDED AND IS PARTLY
 CT1033'COVERED WITH LOW TREES.  THE STATION IS ON THE PROPERTY OF
 CT1033'ROBERT MILHOLLAND 6.80 METERS (22.3 FEET) S OF THE FENCE
 CT1033'BETWEEN HIS PROPERTY AND THAT OF MATT STEVENSON.  THE CENTER
 CT1033'OF MILHOLLANDS HOUSE IS ABOUT 200 METERS (656 FEET) FROM
 CT1033'THE STATION S 11 DEG 22 MIN E.
 CT1033'
 CT1033'THE SURFACE MARK IS A LARGE NAIL PROJECTING ABOVE THE SURFACE
 CT1033'OF CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER
 CT1033'SET IN A CYLINDER OF CONCRETE 20 INCHES IN DIAMETER, PIPE
 CT1033'AND CONCRETE CYLINDER EACH 24 INCHES LONG.
 CT1033'
 CT1033'UNDERGROUND MARK IS A POINT OF A LARGE NAIL 30 INCHES BELOW
 CT1033'THE SURFACE OF THE GROUND AND PROJECTING ABOVE THE SURFACE
 CT1033'OF THE CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN
 CT1033'DIAMETER AND 12 INCHES LONG AND IS EMBEDDED IN A CYLINDER
 CT1033'OF CONCRETE 12 INCHES IN DIAMETER AND 12 INCHES LONG.
 CT1033'
 CT1033'THE REFERENCE MARK IS THE POINT OF A LARGE NAIL PROJECTING
 CT1033'ABOVE CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER,
 CT1033'SET IN A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER.  PIPE
 CT1033'AND CYLINDER ARE 24 INCHES IN LENGTH.  IT IS 29.56 METERS
 CT1033'(97.0 FEET) FROM THE STATION S 97 DEG 10 MIN W.
 CT1033'
 CT1033'FROM THE STATION OF CHURCH, WEST GABLE, DISTANT 2
 CT1033'MILES, S 28 DEG 33 MIN 43 SEC E.  ELEVATION OF THE STATION,
 CT1033'487.4 METERS (1,599 FEET).
 CT1033
 CT1033                          STATION RECOVERY (1936)
 CT1033
 CT1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 CT1033'RECOVERED AS DESCRIBED.
 CT1033
 CT1033                          STATION RECOVERY (1937)
 CT1033
 CT1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CT1033'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 CT1033'FOLLOWING IS THE NEW DESCRIPTION.
 CT1033'
 CT1033'ABOUT 13 MILES N OF RANGER AND 3 MILES N OF LACASA AND 1 MILE
 CT1033'W OF THE RANGER-CADDO ROAD, ON THE HIGHEST PEAK OF A PROMINENT
 CT1033'BRUSH COVERED RIDGE IN PASTURE LAND OWNED BY W.A. SWEENEY.
 CT1033'STATION IS ON THE HIGHEST POINT OF FLAT-TOPPED BRUSH COVERED
 CT1033'HILL 22.3 FEET S OF AN E AND W FENCE.
 CT1033'
 CT1033'THE SURFACE MARK IS A LARGE NAIL PROJECTING ABOVE THE SURFACE
 CT1033'OF CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER
 CT1033'SET IN A CYLINDER OF CONCRETE 20 INCHES IN DIAMETER, PIPE AND
 CT1033'CONCRETE EACH 24 INCHES LONG.
 CT1033'
 CT1033'THE UNDERGROUND MARK IS THE POINT OF A LARGE NAIL 39 INCHES
 CT1033'BELOW THE SURFACE OF THE GROUND AND PROJECTING ABOVE THE
 CT1033'SURFACE OF THE CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES
 CT1033'IN DIAMETER AND 12 INCHES LONG AND IS EMBEDDED IN A CYLINDER OF
 CT1033'CONCRETE 12 INCHES IN DIAMETER AND 12 INCHES LONG.
 CT1033'
 CT1033'REFERENCE MARK (1908) IS THE POINT OF A LARGE NAIL PROJECTING
 CT1033'ABOVE CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER,
 CT1033'SET IN A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER.  PIPE AND
 CT1033'CYLINDER ARE 24 INCHES IN LENGTH.  IT IS W OF THE STATION
 CT1033'AT THE S EDGE OF FENCE AND FLUSH WITH THE GROUND.
 CT1033'
 CT1033'OUR NEW REFERENCE MARK WAS ESTABLISHED.  IT IS A DISK IN
 CT1033'A ROCK THAT PROJECTS ABOUT 3 INCHES.  IT IS S OF THE STATION.
 CT1033'MR. SWEENEYS HOUSE IS ABOUT 200 METERS SE OF THE STATION.
 CT1033'
 CT1033'ELEVATION OF THE STATION IS 487.4 METERS (1,599 FEET).
 CT1033'
 CT1033'STATION IS REACHED FROM THE RAILROAD CROSSING AT A TOWER
 CT1033'IN RANGER BY GOING NW ON MAIN STREET FOR 2 BLOCKS, THEN
 CT1033'TURN RIGHT AND GO NE AND N ON CADDO ROAD (PAVED) FOR 9.4 MILES
 CT1033'TO LACASA, THEN CONTINUE N FOR 0.5 MILE TO WHERE THE PAVED
 CT1033'ROAD TURNS E, THEN CONTINUE STRAIGHT AHEAD N ON A DIRT ROAD
 CT1033'FOR 2 MILES TO THE CROSSROADS, THEN CONTINUE N FOR 0.9 MILE
 CT1033'TO A WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH GATE E 0.2
 CT1033'MILE PASSING FARM HOUSE TO TOP OF HILL AND STATION.
 CT1033
 CT1033                          STATION RECOVERY (1950)
 CT1033
 CT1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 CT1033'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND TO BE IN
 CT1033'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 CT1033
 CT1033                          STATION RECOVERY (1957)
 CT1033
 CT1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1033'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1033'CONDITION.  THE HOUSE THAT WAS LOCATED NEAR THE STATION
 CT1033'HAS BEEN TORN DOWN.  THE STATION MARK IS ON THE CREST OF
 CT1033'A RIDGE, ABOUT 0.25 MILE EAST-NORTHEAST OF ANOTHER FARMHOUSE
 CT1033'AND IS 31.5 FEET SOUTH OF AN EAST-WEST FENCE LINE WHICH
 CT1033'PASSES OVER TOP OF RIDGE.
 CT1033'
 CT1033'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--TO REACH
 CT1033'FROM RANGER, FROM THE JUNCTION OF FARM ROADS 101 AND 717
 CT1033'TWO BLOCKS WEST OF THE POST OFFICE, GO EAST AND NORTH ON
 CT1033'FARM ROAD 717 FOR 9.4 MILES TO A T-ROAD LEFT, CONTINUE NORTH
 CT1033'ON HIGHWAY FOR 0.5 MILE TO FORKS, TAKE LEFT FORK STRAIGHT AHEAD
 CT1033'ON GRAVEL ROAD FOR 2.1 MILES TO CROSSROADS, CONTINUE NORTH
 CT1033'FOR 1.0 MILE TO A HOUSE ON THE RIGHT, TURN RIGHT INTO FARM
 CT1033'YARD (PASSING TO SOUTH OF HOUSE) AND GO EAST-NORTHEAST ACROSS
 CT1033'PASTURE FOR ABOUT 0.25 MILE TO TOP OF BRUSH COVERED HILL
 CT1033'AND STATION.  THERE IS NO AZIMUTH MARK FOR THIS STATION.
 CT1033
 CT1033                          STATION RECOVERY (1959)
 CT1033
 CT1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WL)
 CT1033'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION
 CT1033'ADEQUATE.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 CT1033'CORRECT.
 CT1033
 CT1033                          STATION RECOVERY (1960)
 CT1033
 CT1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CT1033'THE STATION AND REFERENCE MARK SOUTH OF THE STATION WERE
 CT1033'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 CT1033'PROCEEDING TO STATION SITE ARE CORRECT.
 CT1033
 CT1033                          STATION RECOVERY (1975)
 CT1033
 CT1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CT1033'THE STATION MARK, REFERENCE MARK 1908 AND REFERENCE MARK
 CT1033'1908 1937 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 CT1033'CHECK WAS MADE FOR DISTANCE AND DIRECTION TO THE MARKS AND
 CT1033'WERE FOUND ADEQUATE.  A REFERENCE 3 WAS ESTABLISHED AT THIS
 CT1033'TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CT1033'
 CT1033'STATION IS LOCATED ABOUT 14 MILES NORTH OF RANGER, 14
 CT1033'MILES SOUTHEAST OF BRECKENRIDGE, 13 MILES NORTHWEST OF STRAWN,
 CT1033'4-1/2 MILES SOUTH-SOUTHWEST OF CADDO AND 1 MILE WEST OF FARM
 CT1033'ROAD 717.  IT IS ON A HIGH HILL THAT IS PASTURE LAND, THE
 CT1033'PROPERTY IS OWNED BY MR. LUTHER DOBBS, ROUTE 3, RANGER, TEXAS
 CT1033'76470.
 CT1033'
 CT1033'THE SURFACE MARK IS A LARGE NAIL PROJECTING ABOVE THE SURFACE
 CT1033'OF CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER
 CT1033'SET IN CYLINDER OF CONCRETE 20 INCHES IN DIAMETER, PIPE
 CT1033'AND CONCRETE EACH 24 INCHES LONG.  THE UNDERGROUND MARK IS
 CT1033'THE POINT OF A NAIL 39 INCHES BELOW THE SURFACE OF THE GROUND
 CT1033'AND PROJECTING ABOVE THE SURFACE OF THE CONCRETE THAT FILLS
 CT1033'AN IRON PIPE 1-1/2 INCHES IN DIAMETER AND 12 INCHES LONG
 CT1033'AND IS EMBEDDED IN A CYLINDER OF CONCRETE 12 INCHES IN
 CT1033'DIAMETER AND 12 INCHES LONG.  THE STATION MARK IS 34 FEET
 CT1033'SOUTHEAST OF A FENCELINE AND 175 FEET SOUTHWEST OF FENCE
 CT1033'CORNER.
 CT1033'
 CT1033'REFERENCE MARK 1908, IS THE POINT OF A LARGE NAIL PROJECTING
 CT1033'ABOVE CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER,
 CT1033'SET IN A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER, PIPE
 CT1033'AND CYLINDER ARE 24 INCHES IN LENGTH.  IT IS 69 FEET NORTHEAST
 CT1033'OF OAK TREE, 66 FEET WEST OF A GROUP OF TREES AND 8.8 FEET
 CT1033'SOUTH-SOUTHWEST OF FENCE.
 CT1033'
 CT1033'REFERENCE MARK 1937, IS A STANDARD DISK STAMPED LACASA 1908
 CT1033'1937.  THE DISK IS CEMENTED IN DRILL HOLE IN OUTCROPPING
 CT1033'BED ROCK, THE ROCK PROJECTS ABOUT 3 INCHES HIGHER THAN THE
 CT1033'REST OF THE ROCK.  IT IS 67 FEET SOUTHEAST OF FENCE AND 42
 CT1033'FEET EAST OF A GROUP OF TREES.
 CT1033'
 CT1033'REFERENCE MARK 3, A STANDARD DISK STAMPED LACASA NO 3 1908
 CT1033'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CT1033'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 CT1033'IT IS 29 FEET SOUTH OF THE APPROXIMATE CENTER OF WIRE GATE,
 CT1033'23 FEET EAST OF THE APPROXIMATE CENTER OF DIRT ROAD, 3.6
 CT1033'FEET NORTH-NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED
 CT1033'AND 2 FEET WEST OF FENCE.
 CT1033'
 CT1033'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD
 CT1033'717 IN THE SOUTH EDGE OF THE SMALL TOWN OF CADDO.  (ABOUT
 CT1033'15 MILES EAST OF BRECKENRIDGE).  GO SOUTH ON FARM ROAD 717
 CT1033'FOR 5.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 CT1033'ON A BLADED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT
 CT1033'AND GO NORTH ON BLADED ROAD FOR 0.7 MILE TO REFERENCE MARK
 CT1033'3 ON THE RIGHT, EAST SIDE OF ROAD.  AS DESCRIBED.  CONTINUE
 CT1033'NORTH ON BLADED ROAD FOR 0.3 MILE TO A HOUSE ON THE RIGHT
 CT1033'AND GATE ON THE RIGHT, SOUTHWEST OF THE HOUSE.  PASS THROUGH
 CT1033'GATE AND GO SOUTHEAST TO A WIRE GATE, WEST OF THE BARN.
 CT1033'PASS THROUGH GATE AND GO EAST TO A METAL GATE, WEST OF POND.
 CT1033'PASS THROUGH GATE AND GO EAST AND NORTHEAST UPHILL FOR 0.25
 CT1033'MILE TO THE HIGHEST PART OF HILL AND STATION AS DESCRIBED.
 CT1033'
 CT1033'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
 CT1033'
 CT1033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 CT1033'NORTH OF LACASA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1290 ***********************************************************************
 BZ1290  DESIGNATION -  LACE
 BZ1290  PID         -  BZ1290
 BZ1290  STATE/COUNTY-  TX/HILL
 BZ1290  USGS QUAD   -  WHITNEY (1979)
 BZ1290
 BZ1290                         *CURRENT SURVEY CONTROL
 BZ1290  ___________________________________________________________________
 BZ1290* NAD 83(1993)-  31 59 37.34943(N)    097 19 01.10417(W)     ADJUSTED  
 BZ1290* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 BZ1290  ___________________________________________________________________
 BZ1290  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 BZ1290  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BZ1290
 BZ1290  HORZ ORDER  -  SECOND
 BZ1290
 BZ1290.The horizontal coordinates were established by classical geodetic methods
 BZ1290.and adjusted by the National Geodetic Survey in February 1996..
 BZ1290
 BZ1290.The orthometric height was scaled from a topographic map.
 BZ1290
 BZ1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1290
 BZ1290.The geoid height was determined by GEOID03.
 BZ1290
 BZ1290;                    North         East     Units Scale Factor Converg.
 BZ1290;SPC TXNC     - 2,036,896.705   711,797.823   MT  1.00004160   +0 38 42.8
 BZ1290;SPC TXNC     - 6,682,718.61  2,335,290.02   sFT  1.00004160   +0 38 42.8
 BZ1290;SPC TX C     - 3,261,843.934   985,018.844   MT  1.00003152   +1 33 13.0
 BZ1290;SPC TX C     -10,701,566.31  3,231,682.66   sFT  1.00003152   +1 33 13.0
 BZ1290;UTM  14      - 3,540,975.730   658,991.820   MT  0.99991175   +0 53 30.8
 BZ1290
 BZ1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1290!SPC TXNC     -   0.99996913  x   1.00004160  =   1.00001073
 BZ1290!SPC TX C     -   0.99996913  x   1.00003152  =   1.00000065
 BZ1290!UTM  14      -   0.99996913  x   0.99991175  =   0.99988088
 BZ1290
 BZ1290:                Primary Azimuth Mark                     Grid Az
 BZ1290:SPC TXNC     -  WACO FORT WORTH AIRWAY BCN 47            045 31 42.4
 BZ1290:SPC TX C     -  WACO FORT WORTH AIRWAY BCN 47            044 37 12.2
 BZ1290:UTM  14      -  WACO FORT WORTH AIRWAY BCN 47            045 16 54.4
 BZ1290
 BZ1290|---------------------------------------------------------------------|
 BZ1290| PID    Reference Object                     Distance      Geod. Az  |
 BZ1290|                                                           dddmmss.s |
 BZ1290| CS3076 WACO FORT WORTH AIRWAY BCN 47       APPROX. 7.4 KM 0461025.2 |
 BZ1290| CV5423 LACE RM 1                            17.890 METERS 13812     |
 BZ1290| CV5422 LACE AZ MK                                         1550112.8 |
 BZ1290| BZ1292 WHITNEY MUNICIPAL TANK              APPROX. 4.9 KM 1852820.1 |
 BZ1290| BZ1291 WHITNEY METHODIST CHURCH SPIRE      APPROX. 4.4 KM 1863035.1 |
 BZ1290| CV5424 LACE RM 2                            26.495 METERS 24256     |
 BZ1290|---------------------------------------------------------------------|
 BZ1290
 BZ1290                          SUPERSEDED SURVEY CONTROL
 BZ1290
 BZ1290  NAD 83(1986)-  31 59 37.35696(N)    097 19 01.08337(W) AD(       ) 2
 BZ1290  NAD 27      -  31 59 36.79600(N)    097 19 00.03400(W) AD(       ) 2
 BZ1290
 BZ1290.Superseded values are not recommended for survey control.
 BZ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1290.See file dsdata.txt to determine how the superseded data were derived.
 BZ1290
 BZ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA5899240976(NAD 83)
 BZ1290_MARKER: DS = TRIANGULATION STATION DISK
 BZ1290_SETTING: 0 = UNSPECIFIED SETTING
 BZ1290
 BZ1290  HISTORY     - Date     Condition        Report By
 BZ1290  HISTORY     - 1944     MONUMENTED       CGS
 BZ1290  HISTORY     - 1948     GOOD             CGS
 BZ1290  HISTORY     - 19990220 GOOD             USPSQD
 BZ1290  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1290
 BZ1290                          STATION DESCRIPTION
 BZ1290
 BZ1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1290'STATION IS LOCATED ON A PROMINENT HILL IN THE W SPUR OF THE
 BZ1290'RIDGE BETWEEN THE BRAZOS RIVER AND THE AQUILLA CREEK.  IT
 BZ1290'IS ABOUT 3 MILES N OF WHITNEY, ON THE PROPERTY OF AND AT
 BZ1290'THE HOME OF W.R. LACEFIELD.  THE MARK IS SET IN THE E-W FENCE
 BZ1290'LINE AT THE N SIDE OF THE YARD, 61 PACES E OF THE CENTER
 BZ1290'LINE OF THE DRIVE TO THE HOUSE, AND 44 PACES N OF THE NE CORNER
 BZ1290'OF THE HOUSE.  IT PROJECTS ABOUT 3 INCHES.
 BZ1290'
 BZ1290'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1290'DISKS SET IN CONCRETE.
 BZ1290'
 BZ1290'REFERENCE MARK 1 IS SE OF THE STATION, 5 FEET N OF THE NW
 BZ1290'CORNER OF AN OUTHOUSE.  IT PROJECTS ABOUT 3 INCHES.
 BZ1290'
 BZ1290'REFERENCE MARK 2 IS W OF THE STATION, IN THE SAME FENCE LINE
 BZ1290'AS THE STATION, AND 28 PACES E OF THE DRIVEWAY TO THE HOUSE.
 BZ1290'IT PROJECTS ABOUT 3 INCHES.
 BZ1290'
 BZ1290'AZIMUTH MARK IS S OF THE STATION, AT A DISTANCE OF 0.8 MILE.
 BZ1290'IT IS ON THE S SIDE OF A T-ROAD 33 FEET E OF THE CENTER LINE
 BZ1290'OF THE ROAD TO THE STATION AND 40 FEET SE OF THE INTERSECTION.
 BZ1290'IT PROJECTS ABOUT 2 INCHES.
 BZ1290'
 BZ1290'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 BZ1290'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 BZ1290'
 BZ1290'TO REACH THE STATION FROM WHITNEY, GO N ON BLUM ROAD FOR
 BZ1290'1.0 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.3 MILES TO
 BZ1290'A T-ROAD, TURN LEFT AND GO 0.7 MILE TO A T-ROAD RIGHT (THE
 BZ1290'AZIMUTH MARK IS ON THE E SIDE OF THE ROAD AT THIS POINT).
 BZ1290'CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO A PRIVATE DRIVE ON
 BZ1290'THE RIGHT, FOLLOW THE DRIVE TO THE SECOND GATE.  THE STATION
 BZ1290'IS E OF THIS POINT IN THE FENCE LINE.
 BZ1290'
 BZ1290'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BZ1290
 BZ1290                          STATION RECOVERY (1948)
 BZ1290
 BZ1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1290'THE STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1944.
 BZ1290'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 BZ1290'THE AZIMUTH MARK HAS BEEN HIT BY A ROAD GRADER AND MOVED TO
 BZ1290'A SLIGHT LEANING POSITION.  DISTANCES TO THE REFERENCE MARKS
 BZ1290'WERE CHECKED AND FOUND TO BE CORRECT.  THE DIRECTIONS TO THE
 BZ1290'AZIMUTH MARK AND R.M. NO. 1 WERE CHECKED AND FOUND TO INCORRECT.
 BZ1290'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BZ1290'
 BZ1290'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF WHITNEY ON
 BZ1290'A PROMINENT HILL BETWEEN THE BRAZOS RIVER AND AQUILLA CREEK.
 BZ1290'IT IS ON PROPERTY OWNED AND OCCUPIED BY MR. W.R. LACEFIELD.
 BZ1290'IT IS 51 PACES EAST OF THE CENTER LINE OF THE DRIVEWAY LEADING
 BZ1290'TO THE HOUSE, 40 PACES NORTH OF THE NORTHWEST CORNER OF THE
 BZ1290'HOUSE, AND 8 FEET NORTH OF THE SOUTH ROW OF FRUIT TREES.
 BZ1290'THE DISK IS STAMPED LACE 1944 AND PROJECTS 4 INCHES.
 BZ1290'
 BZ1290'REFERENCE MARK NO. 1 IS 58.69 FEET SOUTHEAST OF THE STATION,
 BZ1290'AND 5 FEET NORTH OF THE NORTHWEST CORNER OF AN OUT HOUSE.
 BZ1290'THE DISK IS STAMPED LACE NO 1 1944 AND PROJECTS 8 INCHES.
 BZ1290'
 BZ1290'REFERENCE MARK NO. 2 IS 86.92 FEET WEST OF THE STATION, AND
 BZ1290'8 FEET NORTH OF THE SOUTH ROW OF FRUIT TREES.  THE DISK IS
 BZ1290'STAMPED LACE NO 2 1944 AND PROJECTS 4 INCHES.
 BZ1290'
 BZ1290'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SOUTH OF THE
 BZ1290'STATION, ON THE SOUTHEAST CORNER OF THE INTERSECTION OF THE
 BZ1290'ROAD AND A DRIVEWAY.  IT IS 27 FEET EAST OF THE CENTER LINE
 BZ1290'OF THE ROAD, AND 34 FEET SOUTHEAST OF THE INTERSECTION.  THE
 BZ1290'DISK IS STAMPED LACE 1944 AND PROJECTS 8 INCHES.
 BZ1290'
 BZ1290'TO REACH THE STATION FROM WHITNEY, GO NORTH ON THE ROAD TO
 BZ1290'BLUM FOR 1.0 TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 1.3
 BZ1290'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.7 MILE TO A
 BZ1290'DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 BZ1290'CONTINUE FOR 0.8 MILE TO A DRIVEWAY RIGHT.  TURN RIGHT AND
 BZ1290'FOLLOW THE DRIVEWAY TO THE HOUSE AND THE STATION AS DESCRIBED.
 BZ1290'
 BZ1290'A 74 FOOT SIGNAL AT BLUM 1944 IS VISIBLE AT 37 FEET.
 BZ1290'
 BZ1290'A 74 FOOT SIGNAL AT BLANTON IS VISIBLE AT 37 FEET.
 BZ1290'
 BZ1290'A 100 FOOT SIGNAL AT PEORIA IS VISIBLE AT 37 FEET.
 BZ1290'
 BZ1290'A 74 FOOT SIGNAL AT WHITEROCK 1944 IS VISIBLE AT 37 FEET.
 BZ1290'
 BZ1290'AN 87 FOOT SIGNAL AT WHITNEY 1944 IS VISIBLE FROM THE GROUND.
 BZ1290'
 BZ1290'HEIGHT OF TOWER - 37 FEET.
 BZ1290'
 BZ1290'HEIGHT OF TOWER - 64 FEET.
 BZ1290
 BZ1290                          STATION RECOVERY (1999)
 BZ1290
 BZ1290'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1290'RECOVERED IN GOOD CONDITION.
 BZ1290
 BZ1290                          STATION RECOVERY (2003)
 BZ1290
 BZ1290'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ1290'INTERSECTION OF REFERENCE MARKS STILL DID NOT RESULT IN FINDING THE
 BZ1290'STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1135 ***********************************************************************
 CA1135  DESIGNATION -  LACKEY
 CA1135  PID         -  CA1135
 CA1135  STATE/COUNTY-  TX/MENARD
 CA1135  USGS QUAD   -  EDEN SW (1987)
 CA1135
 CA1135                         *CURRENT SURVEY CONTROL
 CA1135  ___________________________________________________________________
 CA1135* NAD 83(1993)-  31 02 27.68379(N)    099 56 05.00720(W)     ADJUSTED  
 CA1135* NAVD 88     -       730.1    (meters)    2395.     (feet)  VERTCON   
 CA1135  ___________________________________________________________________
 CA1135  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 CA1135  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CA1135
 CA1135  HORZ ORDER  -  FIRST
 CA1135
 CA1135.The horizontal coordinates were established by classical geodetic methods
 CA1135.and adjusted by the National Geodetic Survey in February 1996..
 CA1135
 CA1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1135
 CA1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1135
 CA1135.The geoid height was determined by GEOID03.
 CA1135
 CA1135;                    North         East     Units Scale Factor Converg.
 CA1135;SPC TX C     - 3,152,422.469   738,047.990   MT  0.99988198   +0 12 19.1
 CA1135;SPC TX C     -10,342,572.72  2,421,412.45   sFT  0.99988198   +0 12 19.1
 CA1135;UTM  14      - 3,434,523.561   410,801.917   MT  0.99969814   -0 28 55.3
 CA1135
 CA1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1135!SPC TX C     -   0.99988898  x   0.99988198  =   0.99977097
 CA1135!UTM  14      -   0.99988898  x   0.99969814  =   0.99958716
 CA1135
 CA1135|---------------------------------------------------------------------|
 CA1135| PID    Reference Object                     Distance      Geod. Az  |
 CA1135|                                                           dddmmss.s |
 CA1135| CV5426 LACKEY RM 1                          17.000 METERS 03738     |
 CA1135| CA1138 MENARD FISH WILDLIFE COMM MAST      APPROX. 2.7 KM 0941322.0 |
 CA1135| CA1136 JACOBY                              APPROX. 2.2 KM 1262056.4 |
 CA1135| CV5427 LACKEY RM 2                          22.110 METERS 16122     |
 CA1135| CV5425 LACKEY AZ MK                                       1660157.7 |
 CA1135| CV5428 LACKEY RM 3                          22.720 METERS 28517     |
 CA1135|---------------------------------------------------------------------|
 CA1135
 CA1135                          SUPERSEDED SURVEY CONTROL
 CA1135
 CA1135  NAD 83(1986)-  31 02 27.69089(N)    099 56 04.99267(W) AD(       ) 1
 CA1135  NAD 27      -  31 02 27.08372(N)    099 56 03.72810(W) AD(       ) 1
 CA1135  NGVD 29 (07/19/86)  730.0    (m)         2395.     (f) VERT ANG       
 CA1135
 CA1135.Superseded values are not recommended for survey control.
 CA1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1135.See file dsdata.txt to determine how the superseded data were derived.
 CA1135
 CA1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1080234524(NAD 83)
 CA1135_MARKER: DS = TRIANGULATION STATION DISK
 CA1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1135_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1135
 CA1135  HISTORY     - Date     Condition        Report By
 CA1135  HISTORY     - 1935     MONUMENTED       CGS
 CA1135  HISTORY     - 1939     GOOD             TSI
 CA1135  HISTORY     - 1943     GOOD             CGS
 CA1135  HISTORY     - 1967     GOOD             CGS
 CA1135  HISTORY     - 1971     GOOD             NGS
 CA1135
 CA1135                          STATION DESCRIPTION
 CA1135
 CA1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1135'STATION IS LOCATED 8.2 MILES N AND 7.2 MILES W OF MENARD ON TOP
 CA1135'OF A GENTLY SLOPING ROCKY HILL, ON LAND OF JOHN LACKEY AND ABOUT
 CA1135'A MILE NNW OF HIS HOUSE.
 CA1135'
 CA1135'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 CA1135'
 CA1135'REACHED FROM JUNCTION OF THE MAIN STREET AND U.S. 83 IN MENARD
 CA1135'BY GOING N ON U.S. 83 FOR 7.35 MILES TO T-ROAD LEFT, GO W ON
 CA1135'GRADED ROAD 7.15 MILES TO GATE IN N RIGHT-OF-WAY FENCE LINE.
 CA1135'PASS THROUGH GATE IN BARNYARD FENCE TO W OF HOUSE AND JUST N
 CA1135'OF STORAGE SHED AND TAKE DIM TRAIL N AND NW FOR 0.5 MILE, THENCE
 CA1135'TURN N AND WIND THROUGH MESQUITE FOR 0.5 MILE TO TOP OF HILL
 CA1135'AND STATION.
 CA1135'
 CA1135'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CA1135
 CA1135                          STATION RECOVERY (1939)
 CA1135
 CA1135'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CA1135'STATION MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CA1135
 CA1135                          STATION RECOVERY (1943)
 CA1135
 CA1135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 CA1135'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION OF
 CA1135'SLIGHT DIFFERENCES IN THE DIRECTIONS TO THE REFERENCE MARKS.
 CA1135'AN AZIMUTH MARK WAS ESTABLISHED BUT IS NOT VISIBLE FROM THE
 CA1135'GROUND DUE TO THE HEAVY GROWTH OF MESQUITE.  THERE ARE SOME
 CA1135'MILEAGE CHANGES TO REACH THE STATION DUE TO ROAD CHANGES.  NEW
 CA1135'DESCRIPTION FOLLOWS--
 CA1135'
 CA1135'STATION IS LOCATED ABOUT 6.5 MILES NW OF MENARD ON TOP OF A
 CA1135'ROCKY HILL ON LAND OF JOHN LAKEY, ABOUT 0.8 MILE NNW OF HIS
 CA1135'HOUSE.  IT IS STAMPED LACKEY 1935 AND PROJECTS 4 INCHES.
 CA1135'
 CA1135'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS STAMPED
 CA1135'LACKEY NO. 1 1935 AND PROJECTS 12 INCHES.
 CA1135'
 CA1135'REFERENCE MARK NO. 2 IS S OF THE STATION.  IT IS STAMPED
 CA1135'LACKEY NO. 2 1935 AND PROJECTS 10 INCHES.
 CA1135'
 CA1135'REFERENCE MARK NO. 3 IS W OF THE STATION.  IT IS STAMPED LACKEY
 CA1135'NO. 3 1935 AND PROJECTS 10 INCHES.
 CA1135'
 CA1135'THE AZIMUTH MARK IS S OF THE STATION, 40 PACES W OF LACKEYS
 CA1135'HOUSE, 27 PACES S OF A GATE, 12 FEET W OF A WIRE FENCE AND 1
 CA1135'FOOT N OF A TIN SHED.  IT IS STAMPED LACKEY 1943 AND PROJECTS 2
 CA1135'INCHES.
 CA1135'
 CA1135'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET OF
 CA1135'MENARD AND U.S. HIGHWAY 83, GO N ON 83 FOR 7.0 MILES TO A GRADED
 CA1135'DIRT SIDE ROAD ON THE LEFT.  THEN LEFT (W) FOR 7.7 MILES,
 CA1135'PASSING A WHITE HOUSE AND TWO WINDMILLS AT 4.8 MILES.  THEN
 CA1135'RIGHT THROUGH A RED BOARD GATE FOR 0.15 MILE TO LACKEYS HOUSE.
 CA1135'THEN LEFT THROUGH AN ORANGE BOARD GATE AND THE AZIMUTH MARK ON
 CA1135'THE LEFT.  THEN RIGHT (N) THROUGH PASTURE, PICKING WAY UP ROCKY
 CA1135'HILL FOR 0.8 MILE TO THE STATION.
 CA1135'
 CA1135'A 50-FOOT SIGNAL AT ELLIS, A 64-FOOT SIGNAL AT LEGGETT, A
 CA1135'64-FOOT SIGNAL AT MURAS, A 64-FOOT SIGNAL AT BENSON AND A
 CA1135'64-FOOT SIGNAL AT NEIL ARE VISIBLE AT 37 FEET.  A 50-FOOT SIGNAL
 CA1135'AT MILLAR AND A 50-FOOT SIGNAL AT CURRY ARE VISIBLE AT 37 FEET.
 CA1135'
 CA1135'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CA1135
 CA1135                          STATION RECOVERY (1967)
 CA1135
 CA1135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1135'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3, AND THE AZIMUTH
 CA1135'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DISTANCES AND
 CA1135'DIRECTIONS TO THE REFERENCE MARKS AND AZIMUTH MARK COMPARED
 CA1135'FAVORABLE WITH 1943 OBSERVATIONS.  DUE TO CHANGES IN THE AREA,
 CA1135'A COMPLETE NEW DESCRIPTIONS FOLLOWS.
 CA1135'
 CA1135'THE STATION IS ABOUT 13 MILES SOUTH-SOUTHWEST OF EDEN, 12 MILES
 CA1135'NORTHWEST OF MENARD, 7 MILES WEST OF U.S. HIGHWAY 83, AND
 CA1135'ON BRUSHY, ROCK COVERED PASTURE LAND OWNED BY MR. TED BENTON.
 CA1135'
 CA1135'TO REACH THE STATION FROM THE JUNCTION OF RANCH ROAD 2092 AND
 CA1135'U.S. HIGHWAY 83, JUST WEST OF THE POST OFFICE IN MENARD, GO
 CA1135'NORTH ON U.S. HIGHWAY 83 FOR 1.6 MILES TO RANCH ROAD 42 ON THE
 CA1135'RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 5.3 MILES TO A
 CA1135'SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY ON GRAVELED ROAD FOR
 CA1135'4.8 MILES TO A HOUSE ON THE LEFT AND A WINDMILL ON EACH SIDE
 CA1135'OF THE ROAD.  CONTINUE WESTERLY ON GRAVELED ROAD FOR 2.8 MILES
 CA1135'TO A METAL GATE AND DRIVEWAY ON THE RIGHT.  CONTINUE WEST
 CA1135'ON THE GRAVELED ROAD FOR 0.35 MILE TO THE TOP OF THE HILL AND
 CA1135'A DOUBLE METAL GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE
 CA1135'AND GO NORTH ON TRACK ROAD FOR 0.1 MILE TO A TRACK CROSSROAD.
 CA1135'(AZIMUTH MARK REACHED FROM THIS POINT.) CONTINUE
 CA1135'NORTHERLY ON TRACK ROAD FOR 0.75 MILE TO THE TOP OF HILL
 CA1135'AND STATION ON THE LEFT, ABOUT 100 YARDS EAST OF A SMALL
 CA1135'SHEEP FEEDER.
 CA1135'
 CA1135'THE STATION IS A STANDARD DISK STAMPED LACKEY 1935, SET IN THE
 CA1135'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND FLUSH WITH THE
 CA1135'GROUND SURFACE.  IT IS 46 FEET NORTHWEST OF THE CENTER OF THE
 CA1135'TRACK ROAD.
 CA1135'
 CA1135'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LACKEY NO 1 1935,
 CA1135'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 CA1135'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 57-1/2
 CA1135'FEET NORTHWEST OF THE TRACK ROAD.
 CA1135'
 CA1135'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LACKEY NO 2 1935,
 CA1135'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 CA1135'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 CA1135'SOUTHEAST OF THE TRACK ROAD.
 CA1135'
 CA1135'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LACKEY NO 3 1935, SET
 CA1135'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CA1135'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 110 FEET NORTHWEST OF
 CA1135'THE TRACK ROAD.
 CA1135'
 CA1135'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LACKEY 1943, SET
 CA1135'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS 6
 CA1135'INCHES ABOVE THE GROUND SURFACE.  IT IS 94 FEET WEST OF THE
 CA1135'SOUTHWEST CORNER OF THE HOUSE YARD FENCE, 14 FEET SOUTH OF A
 CA1135'FENCE CORNER, AND 2 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 CA1135'A SHED.
 CA1135'
 CA1135'TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED ABOVE, TURN
 CA1135'RIGHT AND FOLLOW TRACK ROAD EASTERLY FOR 0.3 MILE TO A BOARD
 CA1135'GATE ON THE WEST SIDE OF FARM YARD.  PASS THROUGH GATE FOR 100
 CA1135'FEET TO ANOTHER GATE AND THE AZIMUTH MARK.
 CA1135
 CA1135                          STATION RECOVERY (1971)
 CA1135
 CA1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1135'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED IN USC AND GS
 CA1135'RECOVERY NOTES BY L.G. BURDINE, 1967.  THE GRAVEL ROAD IN THE
 CA1135'TO REACH DESCRIPTION IS PRESENTLY UNDER CONSTRUCTION TO BECOME
 CA1135'FARM TO MARKET ROAD 3142.  THE STATION MARK IS 10 FEET NORTHWEST
 CA1135'OF A USC AND GS WITNESS SIGN MOUNTED ON A METAL POST.
 CA1135'
 CA1135'STATION JACOBY (USC AND GS) 1935 IS VISIBLE FROM THE GROUND
 CA1135'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1135'
 CA1135'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7289 ***********************************************************************
 AC7289  DESIGNATION -  LACKEY
 AC7289  PID         -  AC7289
 AC7289  STATE/COUNTY-  TX/HAMILTON
 AC7289  USGS QUAD   -  EIDSON LAKE (1979)
 AC7289
 AC7289                         *CURRENT SURVEY CONTROL
 AC7289  ___________________________________________________________________
 AC7289* NAD 83(1993)-  31 51 00.09271(N)    098 01 23.40226(W)     ADJUSTED  
 AC7289* NAVD 88     -       414.9    (meters)    1361.     (feet)  VERTCON   
 AC7289  ___________________________________________________________________
 AC7289  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AC7289  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AC7289
 AC7289  HORZ ORDER  -  THIRD
 AC7289
 AC7289.The horizontal coordinates were established by classical geodetic methods
 AC7289.and adjusted by the National Geodetic Survey in March 1997..
 AC7289
 AC7289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7289
 AC7289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7289
 AC7289.The geoid height was determined by GEOID03.
 AC7289
 AC7289;                    North         East     Units Scale Factor Converg.
 AC7289;SPC TX C     - 3,244,317.287   918,631.789   MT  0.99999122   +1 11 23.5
 AC7289;SPC TX C     -10,644,064.30  3,013,877.79   sFT  0.99999122   +1 11 23.5
 AC7289;UTM  14      - 3,524,228.133   592,418.939   MT  0.99970534   +0 30 55.8
 AC7289
 AC7289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7289!SPC TX C     -   0.99993911  x   0.99999122  =   0.99993034
 AC7289!UTM  14      -   0.99993911  x   0.99970534  =   0.99964447
 AC7289
 AC7289                          SUPERSEDED SURVEY CONTROL
 AC7289
 AC7289  NGVD 29 (03/17/97)  414.8    (m)         1361.     (f) VERT ANG       
 AC7289
 AC7289.Superseded values are not recommended for survey control.
 AC7289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7289.See file dsdata.txt to determine how the superseded data were derived.
 AC7289
 AC7289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA9241924228(NAD 83)
 AC7289_MARKER: DS = TRIANGULATION STATION DISK
 AC7289
 AC7289  HISTORY     - Date     Condition        Report By
 AC7289  HISTORY     - 1955     MONUMENTED       USGS
 AC7289
 AC7289                          STATION DESCRIPTION
 AC7289
 AC7289'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7289'STATION IS LOCATED IN HAMILTON COUNTY, TEXAS, ABOUT 5.0 MI. E. AND 1.5
 AC7289'MI. S. OF THE VILLAGE OF OLIN, ON THE SW. POINT OF A PROMINENT BRUSH
 AC7289'COVERED RIDGE.
 AC7289'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 AC7289'FARM ROAD NO. 219 AT OLIN, GO E. ON A GRADED CALICHE RD. 2.1 MI. TO A
 AC7289'N-S. CALICHE RD., THENCE S. AND SE. 1.1 MI. TO AN ANGLING CROSSROAD,
 AC7289'TURN E. ABOUT 200 FT. AFTER GOING THROUGH CROSSROADS, THENCE E. 3.3
 AC7289'MI. TO A GRADUAL LEFT CURVE S. OF A VERY PROMINENT W. POINT OF A
 AC7289'BRUSHY RIDGE.  STATION IS A TEN MINUTE PACK FROM THE RD. AND IS AT A
 AC7289'BARE SPOT ON THE SW. CORNER OF THE RIDGE POINT.
 AC7289'STATION MARK--A USGS STANDARD TABLET STAMPED---LACKEY 1955--- AND SET
 AC7289'IN LIMESTONE LEDGE ROCK, FLUSH.  STATION ELEVATION WAS STAMPED---VABM
 AC7289'1361---.
 AC7289'REFERENCE MARK NO. 1--A USGS STANDARD TABLET STAMPED---LACKEY NO. 1
 AC7289'1955--- AND SET FLUSH ABOUT LEVEL WITH STATION IN LIMESTONE LEDGE
 AC7289'ROCK, 20.1 FT. AND 258 DEGREES 30 MINUTES, SW FROM STATION.
 AC7289'REFERENCE MARK NO. 2--A USGS STANDARD TABLET STAMPED---LACKEY NO. 2
 AC7289'1955--- AND SET FLUSH INTO LIMESTONE LEDGE ROCK ABOUT 2 FT. BELOW
 AC7289'STATION, 27.7 FT. AND 325 DEGREES 32 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3283 ***********************************************************************
 AW3283  DESIGNATION -  LACKLNER
 AW3283  PID         -  AW3283
 AW3283  STATE/COUNTY-  TX/HARRIS
 AW3283  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3283
 AW3283                         *CURRENT SURVEY CONTROL
 AW3283  ___________________________________________________________________
 AW3283* NAD 83(1993)-  29 48 02.59925(N)    095 27 30.86450(W)     ADJUSTED  
 AW3283* NAVD 88     -        22.39   (+/-2cm)      73.5    (feet)  VERTCON   
 AW3283  ___________________________________________________________________
 AW3283  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW3283  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3283
 AW3283  HORZ ORDER  -  FIRST
 AW3283  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3283
 AW3283.The horizontal coordinates were established by classical geodetic methods
 AW3283.and adjusted by the National Geodetic Survey in February 1996..
 AW3283
 AW3283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3283.The vertical order pertains to the NGVD 29 superseded value.
 AW3283
 AW3283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3283
 AW3283.The geoid height was determined by GEOID03.
 AW3283
 AW3283;                    North         East     Units Scale Factor Converg.
 AW3283;SPC TXSC     - 4,223,223.758   942,291.843   MT  0.99989618   +1 44 06.0
 AW3283;SPC TXSC     -13,855,693.28  3,091,502.49   sFT  0.99989618   +1 44 06.0
 AW3283;UTM  15      - 3,299,238.906   262,366.780   MT  1.00029679   -1 13 20.8
 AW3283
 AW3283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3283!SPC TXSC     -   1.00000080  x   0.99989618  =   0.99989698
 AW3283!UTM  15      -   1.00000080  x   1.00029679  =   1.00029759
 AW3283
 AW3283:                Primary Azimuth Mark                     Grid Az
 AW3283:SPC TXSC     -  LACKLNER AZ MK                           082 26 56.0
 AW3283:UTM  15      -  LACKLNER AZ MK                           085 24 22.8
 AW3283
 AW3283|---------------------------------------------------------------------|
 AW3283| PID    Reference Object                     Distance      Geod. Az  |
 AW3283|                                                           dddmmss.s |
 AW3283| AW3288 LACKLNER AZ MK                                     0841102.0 |
 AW3283| AW6713 HOUSTON GULF TRACTOR TANK           APPROX. 2.6 KM 1382037.6 |
 AW3283| AW3282 LACKLNER RM 1                        55.345 METERS 18205     |
 AW3283| AW6715 HOUSTON CAMERON IRON E TK 1952      APPROX. 1.6 KM 2002818.5 |
 AW3283| AW6714 HOUSTON CAMERON IRON W TK 1952      APPROX. 1.6 KM 2011408.5 |
 AW3283| AW3285 LACKLNER RM 2                        55.510 METERS 25700     |
 AW3283|---------------------------------------------------------------------|
 AW3283
 AW3283                          SUPERSEDED SURVEY CONTROL
 AW3283
 AW3283  NAD 83(1986)-  29 48 02.61367(N)    095 27 30.84582(W) AD(       ) 1
 AW3283  NAD 27      -  29 48 01.79562(N)    095 27 30.06038(W) AD(       ) 1
 AW3283  NGVD 29 (??/??/92)   22.384  (m)           73.44   (f) ADJ UNCH    1 2
 AW3283
 AW3283.Superseded values are not recommended for survey control.
 AW3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3283.See file dsdata.txt to determine how the superseded data were derived.
 AW3283
 AW3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6236799239(NAD 83)
 AW3283_MARKER: DS = TRIANGULATION STATION DISK
 AW3283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3283_STAMPING: LACKLNER 1942
 AW3283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3283+STABILITY: SURFACE MOTION
 AW3283
 AW3283  HISTORY     - Date     Condition        Report By
 AW3283  HISTORY     - 1942     MONUMENTED       CGS
 AW3283  HISTORY     - 1942     GOOD             CGS
 AW3283  HISTORY     - 1952     GOOD             CGS
 AW3283  HISTORY     - 1954     GOOD             CGS
 AW3283  HISTORY     - 1956     GOOD             TXHD
 AW3283  HISTORY     - 1959     GOOD             NGS
 AW3283  HISTORY     - 1963     GOOD             CGS
 AW3283  HISTORY     - 1963     GOOD             CGS
 AW3283  HISTORY     - 1968     GOOD             CGS
 AW3283  HISTORY     - 1968     GOOD             NGS
 AW3283  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW3283  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3283
 AW3283                          STATION DESCRIPTION
 AW3283
 AW3283'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW3283'STATION IS ABOUT 5 MILES NW OF THE HOUSTON POST OFFICE,
 AW3283'IN THE NE ANGLE OF A T-ROAD INTERSECTION AND ON THE PROPERTY
 AW3283'OF LAURA LACKNER.  IT IS 100 FEET NE OF THE CENTER LINE OF
 AW3283'U.S. HIGHWAY 290, 45 FEET E OF THE CENTER LINE OF WHITE
 AW3283'OAK ROAD, AND 14.5 FEET E OF A WHITE REFERENCE POST.  IT
 AW3283'IS STAMPED LACKNER 1942 AND IS FLUSH WITH THE SURFACE OF THE
 AW3283'GROUND.
 AW3283'
 AW3283'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW3283'BRONZE DISKS SET IN CONCRETE.
 AW3283'
 AW3283'REFERENCE MARK NO. 1 IS S OF THE STATION, 55 FEET NE OF THE
 AW3283'CENTER LINE OF RAILROAD TRACKS, 45 FEET SW OF THE CENTER LINE OF
 AW3283'THE HIGHWAY, AND 3 FEET ENE OF A TELEPHONE POLE.  IT IS
 AW3283'STAMPED LACKNER NO. 1 1942 AND PROJECTS 6 INCHES.
 AW3283'
 AW3283'REFERENCE MARK NO. 2 IS W BY S OF THE STATION, 53 FEET NE
 AW3283'OF THE CENTER LINE OF RAILROAD TRACKS, 48 FEET SW OF THE
 AW3283'CENTER LINE OF THE HIGHWAY, AND 5 FEET E OF A POWER POLE.
 AW3283'IT IS STAMPED LACKNER NO. 2 1942 AND PROJECTS 6 INCHES.
 AW3283'
 AW3283'THE AZIMUTH MARK IS ABOUT 0.7 MILE E OF THE STATION, 40 FEET
 AW3283'N OF THE CENTER LINE OF AN E-W PAVED ROAD, 20 FEET SW OF A
 AW3283'20-INCH PINE TREE, AND 3 FEET W OF A WHITE REFERENCE POST.
 AW3283'IT IS STAMPED LACKNER 1942 AND PROJECTS 6 INCHES.  TO REACH
 AW3283'THE AZIMUTH MARK FROM THE STATION GO N ON WHITE OAK ROAD ON
 AW3283'0.05 MILE AND TURN RIGHT (E), GO 0.7 MILE TO THE AZIMUTH
 AW3283'MARK ON THE N SIDE OF THE ROAD.
 AW3283'
 AW3283'PRIMARY TRAVERSE STATION NO. 68 (U.S.G.S.) IS 20.763 METERS,
 AW3283'68.12 FEET, W OF THE STATION, 53 FEET NE OF THE CENTER LINE
 AW3283'OF THE HIGHWAY, 24 FEET W OF THE CENTER LINE OF WHITE OAK
 AW3283'ROAD, 3 FEET N OF A POWER POLE AND 3 FEET N OF A LARGE CONCRETE
 AW3283'ROAD MARKER.  IT IS A U.S.G.S. AND HARRIS COUNTY BRASS CAP
 AW3283'SET ON A 4-INCH CAST-IRON PIPE WHICH PROJECTS ABOUT 12 INCHES.
 AW3283'IT IS STAMPED PRIM TRAV STA NO 68 1915 AND ALSO WITH AN
 AW3283'ELEVATION OF 68 FEET.
 AW3283'
 AW3283'TO REACH THE STATION FROM THE BUSINESS DISTRICT IN HOUSTON
 AW3283'GO W ON U.S. HIGHWAY 90 (PRESTON AVENUE) FOR ABOUT 5 MILES
 AW3283'TO THE INTERSECTION WITH U.S. HIGHWAY 290, GO NW ON U.S.
 AW3283'HIGHWAY 290 FOR 1.95 MILES TO THE STATION ON THE NE SIDE OF
 AW3283'THE HIGHWAY.
 AW3283'
 AW3283'77-FOOT SIGNALS AT SPRUCK AND BELLAIRE ARE VISIBLE AT 90 FEET.
 AW3283'
 AW3283'A 77-FOOT SIGNAL AT PRIMARY TRAVERSE STATION NO. 127 (U.S.G.S.)
 AW3283'IS VISIBLE AT 77 FEET.
 AW3283'
 AW3283'90-FOOT SIGNALS AT BRACY AND WAYNE ARE VISIBLE AT 90 FEET.
 AW3283'
 AW3283'A 4-FOOT SIGNAL AT GULF (H.L. AND P.) IS VISIBLE FROM THE GROUND.
 AW3283
 AW3283                          STATION RECOVERY (1942)
 AW3283
 AW3283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW3283'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW3283'CONDITION.
 AW3283'
 AW3283'STATION IS ON THE PROPERTY OF LAURA LACKLNER, AT THE INTERSECTION
 AW3283'OF WHITE OAK ROAD LEADING N WITH U.S. HIGHWAY 290.  IT IS
 AW3283'100 FEET NW OF THE CENTER LINE OF HIGHWAY, 43 FEET E OF THE CENTER
 AW3283'LINE OF WHITE OAK ROAD, 37.6 FEET N OF A POWER-LINE POLE AND
 AW3283'14.5 FEET E OF A 4-BY 4-INCH WOODEN MARKER POST.  IT IS STAMPED
 AW3283'LACKLNER 1942.  THE MONUMENT IS ABOUT FLUSH WITH THE SURFACE
 AW3283'OF THE GROUND.
 AW3283'
 AW3283'REFERENCE MARK NO. 1 IS 182.6 FEET SOUTHERLY FROM THE STATION,
 AW3283'ABOUT 90 FEET S OF THE CENTER OF WHITE OAK ROAD INTERSECTION,
 AW3283'WITH THE HIGHWAY, 54.4 FEET NE OF THE CENTER LINE OF THE
 AW3283'TEXAS AND NEW ORLEANS RAILROAD AND 45.6 FEET SW OF THE CENTER
 AW3283'OF U.S. HIGHWAY 290 AND 2.5 FEET E OF TELEPHONE POLE NO. 74.
 AW3283'IT IS STAMPED LACKLNER NO. 1 1942.  THE MONUMENT PROJECTS
 AW3283'ABOUT 0.4 FOOT.
 AW3283'
 AW3283'REFERENCE MARK NO. 2 IS 183.4 FEET WESTERLY FROM THE STATION,
 AW3283'ABOUT 140 FEET NW OF THE CENTER OF WHITE OAK ROAD INTERSECTION,
 AW3283'52.6 FEET NE OF THE CENTER LINE OF THE T. AND N.O. RAILROAD,
 AW3283'47.6 FEET SW OF THE CENTER LINE OF THE HIGHWAY AND 5 FEET SE
 AW3283'OF A TELEPHONE POLE.  IT IS STAMPED LACKLNER NO. 2 1942.
 AW3283'THE MONUMENT PROJECTS 0.4 FOOT.
 AW3283'
 AW3283'P.T.S. 68 (U.S.G.S.) IS 67.9 FEET W OF THE STATION.
 AW3283
 AW3283                          STATION RECOVERY (1952)
 AW3283
 AW3283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW3283'THE STATION AND ALL MARKS WERE RECOVERED AND ARE IN GOOD
 AW3283'CONDITION.
 AW3283'
 AW3283'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW3283'
 AW3283'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF THE POST
 AW3283'OFFICE IN HOUSTON IN THE NORTHEAST ANGLE OF AN INTERSECTION.
 AW3283'IT IS 105.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 290
 AW3283'(HEMPSTEAD ROAD), 73.0 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 AW3283'POLE, 52.0 FEET NORTH-NORTHEAST OF A TELEPHONE POLE AND
 AW3283'42.0 FEET EAST OF THE CENTER OF MANGUM ROAD.  IT IS SET
 AW3283'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LACKLNER
 AW3283'1942.
 AW3283'
 AW3283'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE HIGHWAY FROM THE
 AW3283'STATION, 52.5 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK,
 AW3283'43.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 290 (HEMPSTEAD
 AW3283'ROAD), 20.0 FEET WEST OF THE CENTER OF A DRIVE AND 3.0 FEET
 AW3283'EAST OF A TELEPHONE POLE.  IT PROJECTS 5 INCHES AND IS STAMPED
 AW3283'LACKLNER NO 1 1942.
 AW3283'
 AW3283'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE HIGHWAY FROM THE
 AW3283'STATION, 52.5 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 AW3283'TRACK, 43.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 290
 AW3283'(HEMPSTEAD ROAD), AND 4.0 FEET EAST OF A TELEPHONE POLE.
 AW3283'IT PROJECTS 5 INCHES AND IS STAMPED LACKLNER NO 2 1942.
 AW3283'
 AW3283'THE AZIMUTH MARK IS 39.0 FEET NORTH OF THE CENTER OF 18TH
 AW3283'AVENUE EXTENSION AND 2.0 FEET WEST OF A WITNESS POST.  IT
 AW3283'PROJECTS 5 INCHES AND IS STAMPED LACKLNER 1942.
 AW3283'
 AW3283'TO REACH THE STATION FROM THE BUSINESS DISTRICT IN HOUSTON,
 AW3283'GO WEST ON U.S. HIGHWAY NO. 90 (PRESTON AVENUE) FOR ABOUT
 AW3283'5.0 MILES TO THE JUNCTION WITH U.S. HIGHWAY NO. 290.  TURN
 AW3283'RIGHT AND GO NORTHWESTERLY ON U.S. HIGHWAY NO. 290 (HEMPSTEAD
 AW3283'ROAD) FOR 1.95 MILES TO THE INTERSECTION WITH MANGUM ROAD AND
 AW3283'THE STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION AS
 AW3283'DESCRIBED.
 AW3283'
 AW3283'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MANGUM
 AW3283'ROAD FOR ABOUT 75 YARDS TO THE INTERSECTION WITH 18TH AVENUE
 AW3283'EXTENSION, TURN RIGHT AND GO EAST ON 18TH AVENUE EXTENSION
 AW3283'FOR 0.6 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 AW3283
 AW3283                          STATION RECOVERY (1954)
 AW3283
 AW3283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW3283'5.0 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE COURTHOUSE
 AW3283'AT HOUSTON, THENCE 1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 290,
 AW3283'AT A JUNCTION WITH MANGUM ROAD, 101 FEET NORTHEAST OF THE
 AW3283'CENTER LINE OF THE HIGHWAY, 41 FEET EAST OF THE CENTER LINE
 AW3283'OF MANGUM ROAD, 81 FEET NORTHWEST OF THE SOUTHWEST CORNER
 AW3283'OF A SHELL SERVICE STATION, 52 FEET NORTH OF A TELEPHONE POLE,
 AW3283'0.6 FOOT NORTH OF THE NORTH EDGE OF AN OILED DRIVEWAY, A
 AW3283'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 AW3283'WHICH IS 1.0 FOOT BELOW THE TOP OF THE GROUND, STAMPED
 AW3283'LACKLNER 1942.
 AW3283'
 AW3283'LACKLNER R.M. 1 IS 181.5 FEET SOUTH OF TRIANGULATION STATION
 AW3283'LACKLNER 1942, 90 FEET SOUTH OF THE CENTER OF THE ROAD
 AW3283'INTERSECTION, 52 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AW3283'TEXAS AND NEW ORLEANS RAILROAD, 46 FEET SOUTHWEST OF THE
 AW3283'CENTER LINE OF THE HIGHWAY, 2.5 FEET EAST OF A TELEPHONE POLE,
 AW3283'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 AW3283'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED LACKLNER
 AW3283'NO 1 1942.
 AW3283'
 AW3283'LACKLNER R.M. 2 IS 182.1 FEET NORTHWEST OF TRIANGULATION
 AW3283'STATION LACKLNER 1942, 140 FEET NORTHWEST OF THE CENTER
 AW3283'OF A ROAD INTERSECTION, 50.6 FEET NORTHEAST OF THE NORTHEAST
 AW3283'RAIL, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AW3283'5 FEET SOUTHEAST OF A TELEPHONE POLE, A REFERENCE MARK DISK
 AW3283'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AW3283'ABOVE THE GROUND, STAMPED LACKLNER NO 2 1942.
 AW3283'
 AW3283'LACKLNER 1942 AZIMUTH IS 0.6 MILE NORTHEAST OF TRIANGULATION
 AW3283'STATION LACKLNER 1942, 39 FEET NORTH OF THE CENTER LINE OF
 AW3283'18TH STREET, 2 FEET EAST OF A WITNESS POST, AN AZIMUTH MARK
 AW3283'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AW3283'FOOT ABOVE THE GROUND, STAMPED LACKLNER 1942.
 AW3283
 AW3283                          STATION RECOVERY (1956)
 AW3283
 AW3283'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1956 (SAM)
 AW3283'THE STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.
 AW3283'
 AW3283'THE SITE OF THE STATION IS NOW OCCUPIED BY A SHELL SERVICE
 AW3283'STATION.  THE STATION MARK IS ENCLOSED IN A WATER METER
 AW3283'BOX IN THE ASPHALT DRIVE OF THE SERVICE STATION, AND 13.0 FT
 AW3283'EAST OF A STEEL LAMP POLE.
 AW3283'
 AW3283'R.M. 2 WAS SEARCHED FOR BUT NOT FOUND.
 AW3283'
 AW3283'THE AZIMUTH MARK HAS BEEN DESTROYED.  THE CONCRETE POST WAS
 AW3283'FOUND LYING HORIZONTALLY.  NO DISC WAS FOUND.
 AW3283'
 AW3283'PRIMARY TRAVERSE STATION NO. 68 WAS SEARCHED FOR BUT NOT FOUND.
 AW3283
 AW3283                          STATION RECOVERY (1959)
 AW3283
 AW3283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW3283'6.9 MI W FROM LACKLNER.
 AW3283'ABOUT 5.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW3283'SWITCH TOWER NO. 108 AT HOUSTON, THENCE ABOUT 1.8 MILE NORTHWEST ALONG
 AW3283'U. S. HIGHWAY 290, AT THE JUNCTION OF MANGUM ROAD, 101 FEET NORTHEAST
 AW3283'OF THE CENTER LINE OF THE HIGHWAY, 83 FEET NORTHWEST OF THE WEST
 AW3283'CORNER OF A SERVICE STATION, 52 FEET NORTH OF A POWER AND TELEPHONE
 AW3283'POLE, IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE LEVEL OF THE
 AW3283'DRIVEWAY, ACCESS THROUGH A 6-INCH HOLE WHICH IS COVERED WITH A 12-INCH
 AW3283'WATER METER COVER, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE
 AW3283'SERVICE STATION HAS BEEN DISMANTLED.
 AW3283
 AW3283                          STATION RECOVERY (1963)
 AW3283
 AW3283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW3283'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO
 AW3283'BE IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT
 AW3283'NOT FOUND.  THE AZIMUTH MARK HAS BEEN DESTROYED.  REFERENCE
 AW3283'MARKS 3 AND 4, AND A NEW AZIMUTH MARK WERE SET AT THIS TIME.
 AW3283'THE TO REACH IS ADEQUATE.
 AW3283'
 AW3283'THE STATION IS LOCATED ABOUT FIVE MILES NORTHWEST OF DOWNTOWN
 AW3283'HOUSTON, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 AW3283'MAGNUM AND HEMPSTEAD ROADS.
 AW3283'
 AW3283'THE STATION MARK IS 25.0 FEET EAST OF A DRIVEWAY ENTRANCE TO
 AW3283'THE SHELL GAS STATION.  13.4 FEET EAST OF A GAS STATION
 AW3283'LIGHT POLE.  87.7 FEET WEST OF THE NORTHWEST CORNER OF THE
 AW3283'GAS STATION.
 AW3283'
 AW3283'REFERENCE MARK 1 IS 30.0 FEET SOUTH OF THE EAST BOUND LANE
 AW3283'OF HEMPSTEAD ROAD.  2.4 FEET EAST OF A POWERLINE POLE.  2.6
 AW3283'FEET NORTHEAST OF A UNDERGROUND GAS LINE WARNING POLE.
 AW3283'
 AW3283'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LACKLNER NO 3 1942,
 AW3283'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH
 AW3283'THE GROUND SURFACE.  IT IS 19.0 FEET NORTH OF A GAS STATION
 AW3283'LIGHT POLE.  57.0 FEET EAST OF A POWERLINE POLE.  95.0 FEET
 AW3283'NORTHEAST OF HEMPSTEAD ROAD.  73.0 FEET EAST OF THE SOUTHEAST
 AW3283'CORNER OF THE SHELL GAS STATION.
 AW3283'
 AW3283'REFERENCE MARK 4 IS A STANDARD DISK STAMPED LACKLNER NO 4 1942,
 AW3283'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH
 AW3283'THE GROUND SURFACE.  IT IS 55.0 FEET NORTHEAST OF HEMPSTEAD
 AW3283'ROAD.  3.5 FEET NORTHWEST OF A POWERLINE POLE.  12.0 FEET
 AW3283'SOUTHWEST OF THE SOUTH END OF A BILLBOARD SIGN.
 AW3283'
 AW3283'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LACKLNER 1942 RESET
 AW3283'1963, SET IN A 10 X 10 INCH SQUARE CONCRETE MOMUMENT, FLUSH WITH
 AW3283'THE GROUND SURFACE.  IT IS 3.7 FEET WEST OF POWERPOLE 31.
 AW3283'2.2 FEET WEST OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS
 AW3283'POST AND SIGN.  AND 19.5 FEET SOUTH OF A CONCRETE ROAD.
 AW3283'
 AW3283'TO REACH THE AZIMUTH MARK GO EAST ON 18TH STREET FOR 0.35
 AW3283'MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 AW3283
 AW3283                          STATION RECOVERY (1963)
 AW3283
 AW3283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 AW3283'ABOUT 5.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 AW3283'FROM THE SWITCH TOWER NO. 108 AT HOUSTON, THENCE ABOUT 1.8
 AW3283'MILES NORTHWEST ALONG U.S. HIGHWAY 290, AT THE JUNCTION OF MANGUM
 AW3283'ROAD, 101 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW3283'83 FEET NORTHWEST OF THE WEST CORNER OF A SERVICE STATION,
 AW3283'52 FEET NORTH OF A POWER AND TELEPHONE POLE, IN THE TOP OF
 AW3283'A CONCRETE POST 1 FOOT BELOW THE LEVEL OF THE DRIVEWAY, ACCESS
 AW3283'THROUGH A 6-INCH HOLE WHICH IS COVERED WITH A 12-INCH WATER
 AW3283'METER COVER, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW3283'
 AW3283'R.M. 1 IS 42-1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW3283'HIGHWAY, 90 FEET SOUTH OF THE CENTER OF THE JUNCTION, 181
 AW3283'1/2 FEET SOUTH OF THE STATION, 2-1/2 FEET EAST OF A TELEPHONE
 AW3283'POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT
 AW3283'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 AW3283'PROJECTING 4 INCHES.
 AW3283'
 AW3283'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW3283'
 AW3283'R.M. 3 IS 96 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW3283'74 FEET SOUTH OF THE SOUTHWEST CORNER OF A SERVICE STATION,
 AW3283'18-1/2 FEET NORTHEAST OF A LAMP POST, ABOUT LEVEL WITH THE
 AW3283'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3283'GROUND.
 AW3283'
 AW3283'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AW3283
 AW3283                          STATION RECOVERY (1968)
 AW3283
 AW3283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW3283'THE STATION MARK, REFERENCE MARKS 1, 3, 4 AND THE RESET
 AW3283'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 AW3283'BY R.W.T. 1963 WITH THE FOLLOWING EXCEPTIONS.
 AW3283'
 AW3283'THERE ARE PLANS FOR A SHOPPING CENTER IN THE AREA OF THE
 AW3283'STATION SITE AND CONSTRUCTION HAS STARTED.  THE SHELL SERVICE
 AW3283'STATION AS STATED IN THE 1963 DESCRIPTION HAS BEEN DISMANTLED.
 AW3283'
 AW3283'THE STATION MARK IS A STANDARD DISK STAMPED LACKLNER 1942,
 AW3283'SET IN A CONCRETE MONUMENT WHICH IS 1 FOOT BELOW THE CONCRETE
 AW3283'DRIVEWAY.  THE MARK HAS BEEN ENCLOSED BY A WATER METER BOX
 AW3283'WITH A 12-INCH METAL PLATE AS A COVER.  IT IS 101 FEET NORTHEAST
 AW3283'OF THE CENTER OF U.S. HIGHWAY 290 AND 52 FEET NORTH OF A POWER
 AW3283'LINE AND TELEPHONE POLE.
 AW3283'
 AW3283'LACKLNER 2 WAS ESTABLISHED AND A TRAVERSE CONNECTION WAS MADE
 AW3283'AT THIS TIME.  SEE DESCRIPTION THEREOF.
 AW3283
 AW3283                          STATION RECOVERY (1968)
 AW3283
 AW3283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3283'RECOVERED IN GOOD CONDITION.
 AW3283
 AW3283                          STATION RECOVERY (1976)
 AW3283
 AW3283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW3283'MARK NOT FOUND.
 AW3283
 AW3283                          STATION RECOVERY (1987)
 AW3283
 AW3283'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW3283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3284 ***********************************************************************
 AW3284  DESIGNATION -  LACKLNER 2
 AW3284  PID         -  AW3284
 AW3284  STATE/COUNTY-  TX/HARRIS
 AW3284  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3284
 AW3284                         *CURRENT SURVEY CONTROL
 AW3284  ___________________________________________________________________
 AW3284* NAD 83(1993)-  29 48 05.99682(N)    095 27 30.13704(W)     ADJUSTED  
 AW3284* NAVD 88     -        22.12   (+/-2cm)      72.6    (feet)  VERTCON   
 AW3284  ___________________________________________________________________
 AW3284  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW3284  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3284
 AW3284  HORZ ORDER  -  FIRST
 AW3284  VERT ORDER  -  THIRD (See Below)
 AW3284
 AW3284.The horizontal coordinates were established by classical geodetic methods
 AW3284.and adjusted by the National Geodetic Survey in February 1996..
 AW3284
 AW3284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3284.The vertical order pertains to the NGVD 29 superseded value.
 AW3284
 AW3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3284
 AW3284.The geoid height was determined by GEOID03.
 AW3284
 AW3284;                    North         East     Units Scale Factor Converg.
 AW3284;SPC TXSC     - 4,223,328.907   942,308.200   MT  0.99989631   +1 44 06.3
 AW3284;SPC TXSC     -13,856,038.26  3,091,556.15   sFT  0.99989631   +1 44 06.3
 AW3284;UTM  15      - 3,299,343.113   262,388.549   MT  1.00029666   -1 13 20.6
 AW3284
 AW3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3284!SPC TXSC     -   1.00000084  x   0.99989631  =   0.99989715
 AW3284!UTM  15      -   1.00000084  x   1.00029666  =   1.00029750
 AW3284
 AW3284:                Primary Azimuth Mark                     Grid Az
 AW3284:SPC TXSC     -  LACKLNER AZ MK RESET                     091 19 40.4
 AW3284:UTM  15      -  LACKLNER AZ MK RESET                     094 17 07.3
 AW3284
 AW3284|---------------------------------------------------------------------|
 AW3284| PID    Reference Object                     Distance      Geod. Az  |
 AW3284|                                                           dddmmss.s |
 AW3284| CV7342 LACKLNER AZ MK RESET                               0930346.7 |
 AW3284| CV7343 LACKLNER 2 RM 5                      26.158 METERS 09938     |
 AW3284| AW3283 LACKLNER                            106.424 METERS 19035     |
 AW3284| CV7344 LACKLNER 2 RM 6                      25.905 METERS 34522     |
 AW3284|---------------------------------------------------------------------|
 AW3284
 AW3284                          SUPERSEDED SURVEY CONTROL
 AW3284
 AW3284  NAD 83(1986)-  29 48 06.01127(N)    095 27 30.11837(W) AD(       ) 1
 AW3284  NAD 27      -  29 48 05.19333(N)    095 27 29.33294(W) AD(       ) 1
 AW3284  NGVD 29 (01/29/03)   22.12   (m)           72.6    (f) RESET       3  
 AW3284
 AW3284.Superseded values are not recommended for survey control.
 AW3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3284.See file dsdata.txt to determine how the superseded data were derived.
 AW3284
 AW3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6238999343(NAD 83)
 AW3284_MARKER: DS = TRIANGULATION STATION DISK
 AW3284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3284_STAMPING: LACKLNER 2 1968
 AW3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3284+STABILITY: SURFACE MOTION
 AW3284
 AW3284  HISTORY     - Date     Condition        Report By
 AW3284  HISTORY     - 1968     MONUMENTED       CGS
 AW3284  HISTORY     - 1968     GOOD             CGS
 AW3284
 AW3284                          STATION DESCRIPTION
 AW3284
 AW3284'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW3284'THE STATION IS ON THE PROPERTY OF THE HOUSTON INDEPENDENT SCHOOL
 AW3284'DISTRICT, ABOUT 6 MILES WEST AND 4 MILES NORTH OF THE CENTER OF
 AW3284'HOUSTON, 0.4 MILE WEST OF INTERSTATE HIGHWAY 610 (WEST LOOP), AT
 AW3284'THE EXTREME SOUTHWEST CORNER OF DELMAR STADIUM AND IN THE
 AW3284'NORTHWEST ANGLE OF 18TH STREET AND MANGUM ROAD.
 AW3284'
 AW3284'THE STATION MARK IS A STANDARD DISK STAMPED LACKLNER 2 1968, SET IN
 AW3284'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW3284'WITH THE GROUND.  IT IS 113 FEET EAST OF THE CENTER OF MANGUM ROAD,
 AW3284'73.5 FEET EAST-NORTHEAST OF THE WEST END OF A CHAIN LINK FENCE,
 AW3284'73.5 FEET NORTHEAST OF A FIRE HYDRANT, 44 FEET NORTH OF THE
 AW3284'CENTER OF THE WEST BOUND TRAFFIC LANES OF 18TH STREET AND 15.3
 AW3284'FEET NORTH OF A METAL WITNESS POST AND THE CHAIN LINK FENCE.
 AW3284'
 AW3284'REFERENCE MARK 5 IS A STANDARD DISK STAMPED LACKLNER 2 NO 5 1968,
 AW3284'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW3284'IS FLUSH WITH THE GROUND.  IT IS 24 FEET NORTH OF THE CENTER OF THE
 AW3284'WEST BOUND TRAFFIC LANES OF 18TH STREET, 1.8 FEET EAST OF A METAL
 AW3284'WITNESS POST AND 0.8 FOOT NORTH OF THE CHAIN LINK FENCE.
 AW3284'
 AW3284'REFERENCE MARK 6 IS A STANDARD DISK STAMPED LACKLNER 2 NO 6 1968,
 AW3284'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW3284'FLUSH WITH THE GROUND.  IT IS 115.6 FEET NORTH-NORTHEAST OF THE
 AW3284'FIRE HYDRANT, 98 FEET NORTH OF THE CHAIN LINK FENCE AND 97 FEET
 AW3284'EAST OF THE CENTER OF MANGUM ROAD.
 AW3284'
 AW3284'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LACKLNER 1942 RESET
 AW3284'1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW3284'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 70 FEET WEST OF THE
 AW3284'CENTER OF AN ACCESS ROAD TO INTERSTATE HIGHWAY 610 (WEST LOOP), 20
 AW3284'FEET SOUTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANES OF 18TH
 AW3284'STREET, 2.3 FEET SOUTHWEST OF POWER LINE POLE NUMBER 31 AND 1.1
 AW3284'FEET NORTH-NORTHWEST OF A METAL WITNESS POST.  NOTE--THIS IS THE
 AW3284'SAME AZIMUTH MARK THAT WAS USED FOR STATION LACKLNER 1942 RM 3
 AW3284'1963.
 AW3284'
 AW3284'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON 18TH STREET
 AW3284'FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 AW3284'
 AW3284'LACKLNER 1942 IS A STANDARD STATION DISK STAMPED LACKLNER 1942,
 AW3284'SET IN A CONCRETE MONUMENT WHICH IS 1 FOOT BELOW THE CONCRETE
 AW3284'DRIVEWAY.  THE MARK HAS BEEN ENCLOSED BY A WATER METER BOX WITH A
 AW3284'12-INCH METAL PLATE AS A COVER.  IT IS 101 FEET NORTHEAST OF THE
 AW3284'CENTER OF U.S. HIGHWAY 290 AND 52 FEET NORTH OF A POWER LINE AND
 AW3284'TELEPHONE POLE.  NOTE--THERE ARE PLANS FOR A SHOPPING CENTER IN
 AW3284'THE AREA OF THIS MARK AND CONSTRUCTION HAS STARTED.
 AW3284'
 AW3284'LACKLNER 1942 IS A TRAVERSE DISTANCE.
 AW3284'
 AW3284'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 AW3284
 AW3284                          STATION RECOVERY (1968)
 AW3284
 AW3284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 AW3284'6.9 MI W FROM HOUSTON.
 AW3284'ABOUT 5.1 MILES WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 AW3284'FROM THE SWITCH TOWER NO. 108 AT HOUSTON, THENCE 1.8 MILES NORTHWEST
 AW3284'ALONG U. S. HIGHWAY 290, AT THE JUNCTION OF MAGNUM ROAD, ABOUT 0.4
 AW3284'MILE WEST OF INTERSTATE HIGHWAY 610 (WEST LOOP), 113 FEET EAST OF THE
 AW3284'CENTER LINE OF MAGNUM ROAD, 73.5 FEET NORTHEAST OF A FIRE HYDRANT, 44
 AW3284'FEET NORTH OF THE CENTER LINE OF THE WEST BOUND TRAFFIC OF 18TH
 AW3284'STREET, 15.3 FEET NORTH OF A METAL WITNESS POST AND CHAIN LINK FENCE,
 AW3284'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3282 ***********************************************************************
 AW3282  DESIGNATION -  LACKLNER RM 1
 AW3282  PID         -  AW3282
 AW3282  STATE/COUNTY-  TX/HARRIS
 AW3282  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3282
 AW3282                         *CURRENT SURVEY CONTROL
 AW3282  ___________________________________________________________________
 AW3282* NAD 83(1986)-  29 48 02.     (N)    095 27 31.     (W)     SCALED    
 AW3282* NAVD 88     -        22.65   (+/-2cm)      74.3    (feet)  VERTCON   
 AW3282  ___________________________________________________________________
 AW3282  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3282
 AW3282  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3282
 AW3282.The horizontal coordinates were scaled from a topographic map and have
 AW3282.an estimated accuracy of +/- 6 seconds.
 AW3282
 AW3282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3282.The vertical order pertains to the NGVD 29 superseded value.
 AW3282
 AW3282.The geoid height was determined by GEOID03.
 AW3282
 AW3282;                    North         East    Units  Estimated Accuracy
 AW3282;SPC TXSC     - 4,223,210.      942,290.      MT  (+/- 180 meters Scaled)
 AW3282
 AW3282                          SUPERSEDED SURVEY CONTROL
 AW3282
 AW3282  NGVD 29 (??/??/92)   22.642  (m)           74.28   (f) ADJ UNCH    1 2
 AW3282
 AW3282.Superseded values are not recommended for survey control.
 AW3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3282.See file dsdata.txt to determine how the superseded data were derived.
 AW3282
 AW3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN623992(NAD 83)
 AW3282_MARKER: DR = REFERENCE MARK DISK
 AW3282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3282_STAMPING: LACKLNER NO 1 1942
 AW3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3282+STABILITY: SURFACE MOTION
 AW3282
 AW3282  HISTORY     - Date     Condition        Report By
 AW3282  HISTORY     - 1942     MONUMENTED       CGS
 AW3282  HISTORY     - 1959     GOOD             NGS
 AW3282  HISTORY     - 1968     GOOD             NGS
 AW3282
 AW3282                          STATION DESCRIPTION
 AW3282
 AW3282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3282'6.9 MI W FROM HOUSTON.
 AW3282'ABOUT 5.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW3282'SWITCH TOWER NO. 108 AT HOUSTON, THENCE ABOUT 1.9 MILES NORTHWEST
 AW3282'ALONG U. S. HIGHWAY 290, AT THE JUNCTION OF MANGUM ROAD, 42 1/2 FEET
 AW3282'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET SOUTH OF THE
 AW3282'CENTER OF THE JUNCTION, 181 1/2 FEET SOUTH OF TRIANGULATION STATION
 AW3282'LACKLNER, 2 1/2 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A
 AW3282'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 AW3282'CONCRETE POST PROJECTING 4 INCHES.
 AW3282
 AW3282                          STATION RECOVERY (1968)
 AW3282
 AW3282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3287 ***********************************************************************
 AW3287  DESIGNATION -  LACKLNER RM 3
 AW3287  PID         -  AW3287
 AW3287  STATE/COUNTY-  TX/HARRIS
 AW3287  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3287
 AW3287                         *CURRENT SURVEY CONTROL
 AW3287  ___________________________________________________________________
 AW3287* NAD 83(1986)-  29 48 02.     (N)    095 27 31.     (W)     SCALED    
 AW3287* NAVD 88     -        22.46   (+/-2cm)      73.7    (feet)  VERTCON   
 AW3287  ___________________________________________________________________
 AW3287  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3287
 AW3287  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3287
 AW3287.The horizontal coordinates were scaled from a topographic map and have
 AW3287.an estimated accuracy of +/- 6 seconds.
 AW3287
 AW3287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3287.The vertical order pertains to the NGVD 29 superseded value.
 AW3287
 AW3287.The geoid height was determined by GEOID03.
 AW3287
 AW3287;                    North         East    Units  Estimated Accuracy
 AW3287;SPC TXSC     - 4,223,210.      942,290.      MT  (+/- 180 meters Scaled)
 AW3287
 AW3287                          SUPERSEDED SURVEY CONTROL
 AW3287
 AW3287  NGVD 29 (??/??/92)   22.460  (m)           73.69   (f) ADJ UNCH    1 2
 AW3287
 AW3287.Superseded values are not recommended for survey control.
 AW3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3287.See file dsdata.txt to determine how the superseded data were derived.
 AW3287
 AW3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN623992(NAD 83)
 AW3287_MARKER: DR = REFERENCE MARK DISK
 AW3287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3287_STAMPING: LACKLNER NO 3 1942
 AW3287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3287+STABILITY: SURFACE MOTION
 AW3287
 AW3287  HISTORY     - Date     Condition        Report By
 AW3287  HISTORY     - 1942     MONUMENTED       CGS
 AW3287  HISTORY     - 1963     GOOD             NGS
 AW3287  HISTORY     - 1968     GOOD             NGS
 AW3287
 AW3287                          STATION DESCRIPTION
 AW3287
 AW3287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3287'6.9 MI W FROM HOUSTON.
 AW3287'ABOUT 5.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW3287'SWITCH TOWER 108 AT HOUSTON, THENCE 1.8 MILES NORTHWEST ALONG U.S.
 AW3287'HIGHWAY 290, AT THE JUNCTION OF MAGNUM ROAD, 96 FET NORTHEAST OF THE
 AW3287'CENTER LINE OF THE HIGHWAY, 74 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 AW3287'SERVICE STATION, 18 1/2 FEET NORTHEAST OF A LAMP POST, ABOUT LEVEL
 AW3287'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3287'GROUND.  NOTE-- THE SERVICE STATION HAS BEEN DISMANTLED.
 AW3287
 AW3287                          STATION RECOVERY (1968)
 AW3287
 AW3287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6740 ***********************************************************************
 AW6740  DESIGNATION -  LACKLNER RM 3
 AW6740  PID         -  AW6740
 AW6740  STATE/COUNTY-  TX/HARRIS
 AW6740  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6740
 AW6740                         *CURRENT SURVEY CONTROL
 AW6740  ___________________________________________________________________
 AW6740* NAD 83(1993)-  29 48 01.30234(N)    095 27 29.17558(W)     ADJUSTED  
 AW6740* NAVD 88     -        22.46   (+/-2cm)      73.7    (feet)  VERTCON   
 AW6740  ___________________________________________________________________
 AW6740  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6740  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW6740
 AW6740  HORZ ORDER  -  FIRST
 AW6740  VERT ORDER  -  THIRD ? (See Below)
 AW6740
 AW6740.The horizontal coordinates were established by classical geodetic methods
 AW6740.and adjusted by the National Geodetic Survey in February 1996..
 AW6740
 AW6740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6740.The vertical order pertains to the NGVD 29 superseded value.
 AW6740
 AW6740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6740
 AW6740.The geoid height was determined by GEOID03.
 AW6740
 AW6740;                    North         East     Units Scale Factor Converg.
 AW6740;SPC TXSC     - 4,223,185.220   942,338.382   MT  0.99989613   +1 44 06.8
 AW6740;SPC TXSC     -13,855,566.84  3,091,655.17   sFT  0.99989613   +1 44 06.8
 AW6740;UTM  15      - 3,299,198.002   262,411.287   MT  1.00029653   -1 13 19.9
 AW6740
 AW6740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6740!SPC TXSC     -   1.00000079  x   0.99989613  =   0.99989692
 AW6740!UTM  15      -   1.00000079  x   1.00029653  =   1.00029732
 AW6740
 AW6740|---------------------------------------------------------------------|
 AW6740| PID    Reference Object                     Distance      Geod. Az  |
 AW6740|                                                           dddmmss.s |
 AW6740| CV7341 LACKLNER RM 4                        61.046 METERS 14138     |
 AW6740| AW3283 LACKLNER                             60.431 METERS 31122     |
 AW6740|---------------------------------------------------------------------|
 AW6740
 AW6740                          SUPERSEDED SURVEY CONTROL
 AW6740
 AW6740  NAD 83(1986)-  29 48 01.31671(N)    095 27 29.15682(W) AD(       ) 1
 AW6740  NAD 27      -  29 48 00.49866(N)    095 27 28.37150(W) AD(       ) 1
 AW6740  NGVD 29 (07/19/86)   22.46   (m)           73.7    (f) LEVELING    3  
 AW6740
 AW6740.Superseded values are not recommended for survey control.
 AW6740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6740.See file dsdata.txt to determine how the superseded data were derived.
 AW6740
 AW6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6241199198(NAD 83)
 AW6740_MARKER: DR = REFERENCE MARK DISK
 AW6740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6740
 AW6740  HISTORY     - Date     Condition        Report By
 AW6740  HISTORY     - 1963     MONUMENTED       CGS
 AW6740
 AW6740                          STATION DESCRIPTION
 AW6740
 AW6740'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6740'THE STATION IS LOCATED ABOUT FIVE MILES NORTHWEST OF THE MAIN POST
 AW6740'OFFICE IN DOWNTOWN HOUSTON, IN THE NORTHEAST ANGLE OF THE
 AW6740'INTERSECTION OF MAGNUM AND HEMPSTEAD ROADS.
 AW6740'
 AW6740'TO REACH THE STATION FROM THE BUSINESS DISTRICT IN HOUSTON, GO
 AW6740'WESTERLY ON U.S. HIGHWAY 90 FOR ABOUT FIVE MILES TO THE JUNCTION
 AW6740'WITH U.S. HIGHWAY 290.  TURN RIGHT ON U.S. HIGHWAY 290 (HEMPSTEAD
 AW6740'ROAD) FOR 1.95 MILES TO THE INTERSECTION AND STATION AS DESCRIBED.
 AW6740'
 AW6740'TO REACH THE AZIMUTH GO EASTERLY ON 18TH STREET FOR 0.35 MILE TO THE
 AW6740'AZIMUTH MARK ON THE RIGHT.
 AW6740'
 AW6740'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LACKLNER NO 3 1942,
 AW6740'SET IN A 10X10 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND
 AW6740'SURFACE.  IT IS 19.0 FEET NORTH OF A LIGHT POLE.  57.0 FEET EAST OF
 AW6740'A POWERLINE POLE.  95.0 FEET NORTHEAST OF HEMPSTEAD ROAD.  73.0 FEET
 AW6740'SOUTHEAST OF THE SOUTHEAST CORNER OF A SHELL GAS STATION.
 AW6740'
 AW6740'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LACKLNER NO 1 1942,
 AW6740'SET IN A 10X10 INCH SQUARE CONCRETE MONUMENT, PROJECTS 12 INCHES
 AW6740'ABOVE THE GROUND SURFACE.  IT IS 30.0 FEET SOUTH OF THE EAST BOUND
 AW6740'LANE OF HEMPSTEAD ROAD.  2.4 FEET NORTHEAST OF A POWERLINE POLE.
 AW6740'2.6 FEET NORTHEAST OF A UNDERGROUND GAS LINE WARNING POLE.
 AW6740'
 AW6740'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED LACKLNER NO 4 1942,
 AW6740'SET IN A 10X10 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND
 AW6740'SURFACE.  IT IS 55.0 FEET NORTHEAST OF HEMPSTEAD ROAD.  3.5 FEET
 AW6740'NORTHWEST OF A POWERLINE POLE.  12.0 FEET SOUTHWEST OF THE
 AW6740'SOUTH END OF A BILLBOARD SIGN.
 AW6740'
 AW6740'THE STATION IS A STANDARD DISK STAMPED LACKLNER 1942, SET IN A
 AW6740'SIX INCH TILE PIPE, AND IS 1 FOOT BELOW THE SURFACE OF THE
 AW6740'DRIVEWAY, COVERED BY A METAL HATCH.  IT IS 25.0 FEET EAST OF A
 AW6740'DRIVEWAY ENTRANCE.  13.4 FEET EAST OF A GAS STATION LIGHT POLE.
 AW6740'AND 87.7 FEET WEST OF THE NORTHWEST CORNER OF THE SHELL GAS
 AW6740'STATION.
 AW6740'
 AW6740'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LACKLNER 1942 RESET 1963,
 AW6740'SET IN A 10X10 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND
 AW6740'SURFACE.  IT IS 3.7 FEET WEST OF POWERLINE POLE NO. 31.  2.2 FEET
 AW6740'WEST OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 AW6740'AND 19.5 FEET SOUTH OF THE CENTER OF A CONCRETE ROAD.
 AW6740'
 AW6740'HEIGHT OF LIGHT ABOVE STATION MARK 38.82 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1945 ***********************************************************************
 AY1945  DESIGNATION -  LACOSTA
 AY1945  PID         -  AY1945
 AY1945  STATE/COUNTY-  TX/MEDINA
 AY1945  USGS QUAD   -  LA COSTE (1982)
 AY1945
 AY1945                         *CURRENT SURVEY CONTROL
 AY1945  ___________________________________________________________________
 AY1945* NAD 83(1993)-  29 17 24.27962(N)    098 49 06.36490(W)     ADJUSTED  
 AY1945* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 AY1945  ___________________________________________________________________
 AY1945  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 AY1945  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AY1945
 AY1945  HORZ ORDER  -  FIRST
 AY1945
 AY1945.The horizontal coordinates were established by classical geodetic methods
 AY1945.and adjusted by the National Geodetic Survey in February 1996..
 AY1945
 AY1945.The orthometric height was scaled from a topographic map.
 AY1945
 AY1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1945
 AY1945.The geoid height was determined by GEOID03.
 AY1945
 AY1945;                    North         East     Units Scale Factor Converg.
 AY1945;SPC TXSC     - 4,161,459.430   617,639.490   MT  0.99986355   +0 05 20.2
 AY1945;SPC TXSC     -13,653,054.81  2,026,372.23   sFT  0.99986355   +0 05 20.2
 AY1945;UTM  14      - 3,240,138.102   517,634.863   MT  0.99960384   +0 05 19.8
 AY1945
 AY1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1945!SPC TXSC     -   0.99996676  x   0.99986355  =   0.99983032
 AY1945!UTM  14      -   0.99996676  x   0.99960384  =   0.99957061
 AY1945
 AY1945|---------------------------------------------------------------------|
 AY1945| PID    Reference Object                     Distance      Geod. Az  |
 AY1945|                                                           dddmmss.s |
 AY1945| CV5430 LACOSTA RM 1                         33.848 METERS 06413     |
 AY1945| CV5429 LACOSTA AZ MK                                      0875607.9 |
 AY1945| CV5431 LACOSTA RM 2                         20.255 METERS 31500     |
 AY1945|---------------------------------------------------------------------|
 AY1945
 AY1945                          SUPERSEDED SURVEY CONTROL
 AY1945
 AY1945  NAD 83(1986)-  29 17 24.28311(N)    098 49 06.34677(W) AD(       ) 1
 AY1945  NAD 27      -  29 17 23.43100(N)    098 49 05.25500(W) AD(       ) 1
 AY1945
 AY1945.Superseded values are not recommended for survey control.
 AY1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1945.See file dsdata.txt to determine how the superseded data were derived.
 AY1945
 AY1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1763540138(NAD 83)
 AY1945_MARKER: DS = TRIANGULATION STATION DISK
 AY1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1945
 AY1945  HISTORY     - Date     Condition        Report By
 AY1945  HISTORY     - 1953     MONUMENTED       CGS
 AY1945  HISTORY     - 1956     GOOD             AMS
 AY1945  HISTORY     - 1986     GOOD             LOCSUR
 AY1945  HISTORY     - 19950427 GOOD             USPSQD
 AY1945  HISTORY     - 19970506 GOOD             USPSQD
 AY1945  HISTORY     - 20021028 GOOD             USPSQD
 AY1945
 AY1945                          STATION DESCRIPTION
 AY1945
 AY1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1945'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF LYTLE
 AY1945'AND 1.5 MILES SOUTH OF LACOSTA, NEAR THE FARM HOUSE OF L.H.
 AY1945'WILLMANN.
 AY1945'
 AY1945'TO REACH FROM THE RAILROAD STATION IN LACOSTA, GO WEST ON
 AY1945'A PAVED ROAD ALONG THE SOUTH SIDE OF THE RAILROAD TRACKS FOR
 AY1945'0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT, SOUTH, AND GO ON A
 AY1945'DIRT ROAD FOR 1 MILE TO A SIDE ROAD LEFT.  TURN LEFT, EAST,
 AY1945'AND GO 0.45 MILE TO MR. WILLMANNS HOUSE ON THE RIGHT AND THE
 AY1945'STATION SITE.
 AY1945'
 AY1945'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AY1945'
 AY1945'THE STATION MARK IS STAMPED LACOSTA 1953, AND IT IS SET
 AY1945'8 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS LOCATED
 AY1945'178 FEET EAST OF THE NORTHEAST CORNER OF MR. WILLMANNS HOUSE.
 AY1945'72 FEET SOUTHWEST OF THE MOST EASTERLY OF TWO MESQUITE TREES.
 AY1945'AND 69 FEET SOUTH OF THE CENTER OF A ROAD.
 AY1945'
 AY1945'REFERENCE MARK NO. 1 IS STAMPED LACOSTA NO 1 1953, AND IT
 AY1945'PROJECTS 5 INCHES.  THE MARK IS LOCATED IN A FENCE LINE
 AY1945'17 FEET SOUTH OF THE CENTER OF A ROAD.
 AY1945'
 AY1945'REFERENCE MARK NO. 2 IS STAMPED LACOSTA NO 2 1953, AND IT
 AY1945'PROJECTS 3 INCHES.  THE MARK IS LOCATED IN A FENCE LINE 17
 AY1945'FEET SOUTH OF THE CENTER OF A ROAD AND 1 FOOT SOUTHWEST OF
 AY1945'A POWER LINE POLE.
 AY1945'
 AY1945'THE AZIMUTH MARK IS STAMPED LACOSTA 1953, AND IT PROJECTS
 AY1945'4 INCHES.  THE MARK IS LOCATED 0.5 MILE EAST OF THE STATION.
 AY1945'169 FEET EAST OF A FENCE CORNER.  15 FEET NORTH OF THE CENTER
 AY1945'LINE OF A ROAD.  3 FEET WEST OF A WHITE WITNESS POST.  AND 1
 AY1945'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE.
 AY1945'
 AY1945'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A FARM
 AY1945'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH
 AY1945'SIDE OF THE ROAD.
 AY1945'
 AY1945'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AY1945
 AY1945                          STATION RECOVERY (1956)
 AY1945
 AY1945'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1945'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1945'
 AY1945'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND IS 64 FT.
 AY1945'S. OF CENTERLINE OF E-W ROAD, 178 FT. E. OF THE NE CORNER
 AY1945'OF HOUSE, 334 FT. W. OF THE CENTERLINE OF N-S CUT DITCH.
 AY1945
 AY1945                          STATION RECOVERY (1986)
 AY1945
 AY1945'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (HAK)
 AY1945'RECOVERED IN GOOD CONDITION.
 AY1945
 AY1945                          STATION RECOVERY (1995)
 AY1945
 AY1945'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1945'RECOVERED IN GOOD CONDITION.
 AY1945
 AY1945                          STATION RECOVERY (1997)
 AY1945
 AY1945'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1945'RECOVERED IN GOOD CONDITION.
 AY1945
 AY1945                          STATION RECOVERY (2002)
 AY1945
 AY1945'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1945'REF 1, REF 2, AZM ALL GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0458 ***********************************************************************
 BZ0458  DESIGNATION -  LACY
 BZ0458  PID         -  BZ0458
 BZ0458  STATE/COUNTY-  TX/LEON
 BZ0458  USGS QUAD   -  BUFFALO (1982)
 BZ0458
 BZ0458                         *CURRENT SURVEY CONTROL
 BZ0458  ___________________________________________________________________
 BZ0458* NAD 83(1993)-  31 23 39.12098(N)    096 07 00.56426(W)     ADJUSTED  
 BZ0458* NAVD 88     -       160.41   (+/-2cm)     526.3    (feet)  VERTCON   
 BZ0458  ___________________________________________________________________
 BZ0458  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 BZ0458  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0458
 BZ0458  HORZ ORDER  -  FIRST
 BZ0458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0458
 BZ0458.The horizontal coordinates were established by classical geodetic methods
 BZ0458.and adjusted by the National Geodetic Survey in February 1996..
 BZ0458
 BZ0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0458.The vertical order pertains to the NGVD 29 superseded value.
 BZ0458
 BZ0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0458
 BZ0458.The geoid height was determined by GEOID03.
 BZ0458
 BZ0458;                    North         East     Units Scale Factor Converg.
 BZ0458;SPC TX C     - 3,199,106.583 1,100,894.575   MT  0.99990516   +2 10 18.3
 BZ0458;SPC TX C     -10,495,735.51  3,611,851.62   sFT  0.99990516   +2 10 18.3
 BZ0458;UTM  14      - 3,476,885.771   774,160.052   MT  1.00052719   +1 30 10.3
 BZ0458
 BZ0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0458!SPC TX C     -   0.99997889  x   0.99990516  =   0.99988406
 BZ0458!UTM  14      -   0.99997889  x   1.00052719  =   1.00050607
 BZ0458
 BZ0458|---------------------------------------------------------------------|
 BZ0458| PID    Reference Object                     Distance      Geod. Az  |
 BZ0458|                                                           dddmmss.s |
 BZ0458| BZ0459 LACY RM 1                            31.516 METERS 01228     |
 BZ0458| BZ0457 LACY RM 2                            41.435 METERS 11755     |
 BZ0458| CV7853 LACY AZ MK                                         2591851.2 |
 BZ0458|---------------------------------------------------------------------|
 BZ0458
 BZ0458                          SUPERSEDED SURVEY CONTROL
 BZ0458
 BZ0458  NAD 83(1986)-  31 23 39.13306(N)    096 07 00.54348(W) AD(       ) 1
 BZ0458  NAD 27      -  31 23 38.49900(N)    096 06 59.66900(W) AD(       ) 1
 BZ0458  NGVD 29 (??/??/92)  160.378  (m)          526.17   (f) ADJ UNCH    2 0
 BZ0458
 BZ0458.Superseded values are not recommended for survey control.
 BZ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0458.See file dsdata.txt to determine how the superseded data were derived.
 BZ0458
 BZ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV7416076886(NAD 83)
 BZ0458_MARKER: DB = BENCH MARK DISK
 BZ0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0458_STAMPING: LACY 1935
 BZ0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0458+STABILITY: SURFACE MOTION
 BZ0458
 BZ0458  HISTORY     - Date     Condition        Report By
 BZ0458  HISTORY     - 1935     MONUMENTED       CGS
 BZ0458  HISTORY     - 1937     GOOD             TXHD
 BZ0458  HISTORY     - 1947     GOOD             NGS
 BZ0458  HISTORY     - 1965     GOOD             USGS
 BZ0458  HISTORY     - 1980     GOOD             NGS
 BZ0458
 BZ0458                          STATION DESCRIPTION
 BZ0458
 BZ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BZ0458'THIS STATION IS ABOUT 5 MILES SW OF BUFFALO AND 4 MILES NE
 BZ0458'OF JEWETT ON LAND OWNED BY BEN BEAN OF CENTERVILLE.  MARK IS
 BZ0458'SET IN SCRUB WOODS, 60 FEET E OF WOODS ROAD, 18 FEET E OF
 BZ0458'1-FOOT OAK, 24 FEET SE OF 1 1/2-FOOT OAK, 22 PACES E OF A BLAZED
 BZ0458'20-INCH OAK.  THE MARK PROJECTS 8 INCHES.
 BZ0458'
 BZ0458'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BZ0458'BRONZE DISKS SET IN CONCRETE.
 BZ0458'
 BZ0458'REFERENCE MARK NO. 1 IS N OF THE STATION, 90 FEET E OF WOODS
 BZ0458'ROAD, 17 FEET NE OF 1 1/2-FOOT OAK, 20 FEET W OF 1 1/2-FOOT
 BZ0458'OAK, MARK PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS ESE OF
 BZ0458'THE STATION, 12 FEET SSW OF A 1-FOOT OAK, MARK PROJECTS 8
 BZ0458'INCHES.
 BZ0458'
 BZ0458'AZIMUTH MARK IS SW OF THE STATION, 1 FOOT SE OF RIGHT-OF-WAY
 BZ0458'FENCE, 52 FEET NW OF THE CENTER LINE OF STATE HIGHWAY 43,
 BZ0458'9 FEET SW OF A 1-FOOT OAK TREE IN THE FENCE LINE, 85 FEET
 BZ0458'SW OF FENCE CORNER, MARK PROJECTS 6 INCHES.
 BZ0458'
 BZ0458'TO REACH STATION FROM INTERSECTION OF STATE ROUTE 43 AND U.S.
 BZ0458'HIGHWAY 75, JUST S OF BUFFALO, GO SW ON STATE ROUTE 43, FOR
 BZ0458'5.43 MILES TO GRADED DIRT ROAD ON LEFT, TURN LEFT FOR 0.15
 BZ0458'MILE TO WIRE GATE ON LEFT, MAKE SHARP TURN THROUGH GATE AND
 BZ0458'PROCEED FOR APPROXIMATELY 90 YARDS TO 20-INCH OAK TREE WITH
 BZ0458'TRIANGULAR BLAZE AND STATION ON RIGHT.
 BZ0458'
 BZ0458'ALL LIGHTS COME INTO VIEW AT 80 FEET.
 BZ0458
 BZ0458                          STATION RECOVERY (1937)
 BZ0458
 BZ0458'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ0458'STATION MARK AND REFERENCE MARK NO. 1 RECOVERD IN GOOD
 BZ0458'CONDITION.
 BZ0458'
 BZ0458'AZIMUTH MARK AND REFERENCE MARK NO. 2 NOT VISITED.
 BZ0458'
 BZ0458'TO REACH FROM THE INTERNATIONAL AND GREAT NORTHERN RAILWAY
 BZ0458'STATION IN JEWETT.  TRAVEL E ON STATE HIGHWAY 43 FOR 2.65 MILES,
 BZ0458'TURN RIGHT ONTO A GRADED DIRT ROAD AND GO 0.15 MILE TO THE
 BZ0458'CREST OF THE HILL, TURN SHARP LEFT (APPROXIMATELY 160 DEG)
 BZ0458'AND PICK UP DIM TRAIL.  TRAVEL 300 FEET ALONG THIS TRAIL TO A
 BZ0458'20-INCH OAK TREE STANDING ON BANK ON LEFT SIDE OF ROAD.  OAK
 BZ0458'TREE IS MARKED WITH A TRIANGULAR BLAZE.  LACY STATION LIES
 BZ0458'60 FEET E OF BLAZED TREE.
 BZ0458
 BZ0458                          STATION RECOVERY (1947)
 BZ0458
 BZ0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ0458'3.1 MI NE FROM JEWETT.
 BZ0458'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 2.9 MILES
 BZ0458'ALONG U.S.HIGHWAY NO.79, THENCE SOUTHEAST 0.2 MILE ALONG A GRADED DIRT
 BZ0458'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 100 YARDS NORTH OF THE ROAD,
 BZ0458'8.4 FEET SOUTH OF THE NORTHWEST CORNER OF A FARMHOUSE AND 2.5 FEET
 BZ0458'WEST OF THE WEST WALL OF THE BUILDING.  A BRONZE TRIANGULATION STATION
 BZ0458'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 7 INCHES
 BZ0458'ABOVE GROUND.
 BZ0458
 BZ0458                          STATION RECOVERY (1965)
 BZ0458
 BZ0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0458'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 BZ0458'CONDITION.
 BZ0458'
 BZ0458'REVISED TO REACH--FROM THE JCT. OF U.S. HWY 75 AND 79, AT
 BZ0458'THE SOUTH EDGE OF BUFFALO, GO SW ON HWY 79 FOR 5.8 MILES TO
 BZ0458'GRADED DIRT ROAD ON LEFT, TURN LEFT FOR .15 MILES TO DRIVEWAY
 BZ0458'ON LEFT, TURN LEFT FOR .05 MILES TO FARMHOUSE.  THE STATION
 BZ0458'IS LOCATED 2 FEET NE OF SE CORNER OF PORCH AT NW END OF FARM
 BZ0458'HOUSE.
 BZ0458
 BZ0458                          STATION RECOVERY (1980)
 BZ0458
 BZ0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0458'PORCH BUILT OVER MARK, ROD PLACEMENT IMPOSSIBLE.  NOT LEVELED TO AT
 BZ0458'THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1684 ***********************************************************************
 AB1684  DESIGNATION -  LACY
 AB1684  PID         -  AB1684
 AB1684  STATE/COUNTY-  TX/WILLACY
 AB1684  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1684
 AB1684                         *CURRENT SURVEY CONTROL
 AB1684  ___________________________________________________________________
 AB1684* NAD 83(1993)-  26 30 46.49288(N)    097 59 04.06124(W)     ADJUSTED  
 AB1684* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 AB1684  ___________________________________________________________________
 AB1684  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AB1684  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AB1684
 AB1684  HORZ ORDER  -  SECOND
 AB1684
 AB1684.The horizontal coordinates were established by classical geodetic methods
 AB1684.and adjusted by the National Geodetic Survey in February 1996..
 AB1684
 AB1684.The orthometric height was scaled from a topographic map.
 AB1684
 AB1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1684
 AB1684.The geoid height was determined by GEOID03.
 AB1684
 AB1684;                    North         East     Units Scale Factor Converg.
 AB1684;SPC TX S     - 5,093,862.991   351,384.642   MT  0.99993084   +0 14 02.6
 AB1684;SPC TX S     -16,712,115.50  1,152,834.45   sFT  0.99993084   +0 14 02.6
 AB1684;UTM  14      - 2,932,888.269   601,190.531   MT  0.99972642   +0 27 12.1
 AB1684
 AB1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1684!SPC TX S     -   1.00000126  x   0.99993084  =   0.99993210
 AB1684!UTM  14      -   1.00000126  x   0.99972642  =   0.99972768
 AB1684
 AB1684:                Primary Azimuth Mark                     Grid Az
 AB1684:SPC TX S     -  LACY AZ MK                               007 18 00.6
 AB1684:UTM  14      -  LACY AZ MK                               007 04 51.1
 AB1684
 AB1684|---------------------------------------------------------------------|
 AB1684| PID    Reference Object                     Distance      Geod. Az  |
 AB1684|                                                           dddmmss.s |
 AB1684| CV2536 LACY AZ MK                                         0073203.2 |
 AB1684| CV2537 LACY RM 1                            29.349 METERS 10618     |
 AB1684| CV2538 LACY RM 2                            19.384 METERS 34200     |
 AB1684|---------------------------------------------------------------------|
 AB1684
 AB1684                          SUPERSEDED SURVEY CONTROL
 AB1684
 AB1684  NAD 83(1986)-  26 30 46.50093(N)    097 59 04.02696(W) AD(       ) 2
 AB1684  NAD 27      -  26 30 45.26470(N)    097 59 03.01490(W) AD(       ) 2
 AB1684
 AB1684.Superseded values are not recommended for survey control.
 AB1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1684.See file dsdata.txt to determine how the superseded data were derived.
 AB1684
 AB1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0119132888(NAD 83)
 AB1684_MARKER: DS = TRIANGULATION STATION DISK
 AB1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1684
 AB1684  HISTORY     - Date     Condition        Report By
 AB1684  HISTORY     - 1961     MONUMENTED       CGS
 AB1684
 AB1684                          STATION DESCRIPTION
 AB1684
 AB1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1684'THE STATION IS APPROXIMATELY 12-1/4 MILES WEST AND 2 MILES
 AB1684'NORTH OF RAYMONDVILLE, 4-1/4 MILES NORTH AND 1-3/4 MILES
 AB1684'EAST OF HARGILL, ON PROPERTY OWNED BY MR. R.E. SELMAN.
 AB1684'
 AB1684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AB1684'AND STATE HIGHWAY 186 IN LINN, GO EASTERLY ON HIGHWAY 186
 AB1684'FOR 6.15 MILES TO A CROSSROAD.  CONTINUE EASTERLY ON HIGHWAY
 AB1684'186 FOR 3.75 MILES TO A SIDE ROAD ON THE LEFT AND A SIGN
 AB1684'FOREST OIL CORP ON THE LEFT.  TURN LEFT, NORTH, ON A DIRT
 AB1684'ROAD FOR 1.5 MILES TO A BOARD GATE ON THE RIGHT AND THE STATION
 AB1684'ON THE RIGHT.
 AB1684'
 AB1684'STATION MARKS ARE STANDARD DISKS STAMPED LACY 1961.  THE
 AB1684'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AB1684'3 INCHES.  IT IS 52 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 AB1684'34 FEET SOUTHEAST OF THE SOUTH GATE POST, 30.5 FEET EAST
 AB1684'OF A CORNER FENCE POST, 12 FEET NORTH OF A FENCE AND 3.6 FEET
 AB1684'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 AB1684'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 AB1684'OF THE GROUND.
 AB1684'
 AB1684'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LACY NO 1
 AB1684'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AB1684'IT IS 148 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 1
 AB1684'FOOT NORTH OF THE FENCE.
 AB1684'
 AB1684'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LACY NO 2 1961,
 AB1684'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AB1684'IT IS 26 FEET NORTH OF THE NORTH GATE POST, 23 FEET EAST
 AB1684'OF THE CENTER OF THE DIRT ROAD AND 1 FOOT EAST OF A FENCE.
 AB1684'
 AB1684'AZIMUTH MARK, A STANDARD DISK STAMPED LACY 1961, IS SET IN
 AB1684'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 19
 AB1684'FEET WEST OF THE CENTER OF THE DIRT ROAD AND 2.4 FEET SOUTHEAST
 AB1684'OF A METAL WITNESS POST.
 AB1684'
 AB1684'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 AB1684'DIRT ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AB1684'
 AB1684'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AB1684'
 AB1684'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2624 ***********************************************************************
 CS2624  DESIGNATION -  LACY
 CS2624  PID         -  CS2624
 CS2624  STATE/COUNTY-  TX/KAUFMAN
 CS2624  USGS QUAD   -  KEMP (1981)
 CS2624
 CS2624                         *CURRENT SURVEY CONTROL
 CS2624  ___________________________________________________________________
 CS2624* NAD 83(1993)-  32 23 39.40499(N)    096 09 26.90575(W)     ADJUSTED  
 CS2624* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 CS2624  ___________________________________________________________________
 CS2624  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 CS2624  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS2624
 CS2624  HORZ ORDER  -  SECOND
 CS2624
 CS2624.The horizontal coordinates were established by classical geodetic methods
 CS2624.and adjusted by the National Geodetic Survey in February 1996..
 CS2624
 CS2624.The orthometric height was scaled from a topographic map.
 CS2624
 CS2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2624
 CS2624.The geoid height was determined by GEOID03.
 CS2624
 CS2624;                    North         East     Units Scale Factor Converg.
 CS2624;SPC TXNC     - 2,083,143.006   820,368.253   MT  0.99993795   +1 16 39.4
 CS2624;SPC TXNC     - 6,834,445.01  2,691,491.51   sFT  0.99993795   +1 16 39.4
 CS2624;UTM  14      - 3,587,695.101   767,383.560   MT  1.00048173   +1 31 25.6
 CS2624
 CS2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2624!SPC TXNC     -   0.99998625  x   0.99993795  =   0.99992420
 CS2624!UTM  14      -   0.99998625  x   1.00048173  =   1.00046797
 CS2624
 CS2624:                Primary Azimuth Mark                     Grid Az
 CS2624:SPC TXNC     -  MABANK MUNICIPAL TANK                    118 04 03.7
 CS2624:UTM  14      -  MABANK MUNICIPAL TANK                    117 49 17.5
 CS2624
 CS2624|---------------------------------------------------------------------|
 CS2624| PID    Reference Object                     Distance      Geod. Az  |
 CS2624|                                                           dddmmss.s |
 CS2624| CS2620 MABANK MUNICIPAL TANK               APPROX. 6.2 KM 1192043.1 |
 CS2624| CY1431 LACY RM 1                            26.698 METERS 13638     |
 CS2624| CS2625 KEMP MUNICIPAL TANK                 APPROX. 8.8 KM 3080833.2 |
 CS2624| CY1430 LACY AZ MK                                         3083810.4 |
 CS2624| CY1432 LACY RM 2                            22.351 METERS 31536     |
 CS2624|---------------------------------------------------------------------|
 CS2624
 CS2624                          SUPERSEDED SURVEY CONTROL
 CS2624
 CS2624  NAD 83(1986)-  32 23 39.41245(N)    096 09 26.88978(W) AD(       ) 2
 CS2624  NAD 27      -  32 23 38.90100(N)    096 09 25.98200(W) AD(       ) 2
 CS2624
 CS2624.Superseded values are not recommended for survey control.
 CS2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2624.See file dsdata.txt to determine how the superseded data were derived.
 CS2624
 CS2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6738487695(NAD 83)
 CS2624_MARKER: DS = TRIANGULATION STATION DISK
 CS2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2624
 CS2624  HISTORY     - Date     Condition        Report By
 CS2624  HISTORY     - 1947     MONUMENTED       CGS
 CS2624  HISTORY     - 1949     GOOD             CGS
 CS2624  HISTORY     - 1958     GOOD             USGS
 CS2624  HISTORY     - 19930503 MARK NOT FOUND   USPSQD
 CS2624
 CS2624                          STATION DESCRIPTION
 CS2624
 CS2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2624'LOCATED 5 MILES SOUTHEAST OF KEMP, 71 FEET SOUTHWEST OF
 CS2624'THE CENTER OF U.S. HIGHWAY NO. 175, 50 FEET NORTH OF THE
 CS2624'CENTER OF A DIRT ROAD AND 4 FEET NORTHEAST OF A REFERENCE
 CS2624'POST.  IT IS STAMPED LACY 1947 AND PROJECTS 2 INCHES.
 CS2624'
 CS2624'REFERENCE MARK NO. 1 IS 89 FEET SOUTHWEST OF THE CENTER
 CS2624'OF U.S. HIGHWAY NO. 175, 46 FEET SOUTHWEST OF THE CENTER
 CS2624'OF THE DIRT ROAD, 17.5 FEET NORTH OF A WIRE FENCE AND 16
 CS2624'FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER.  IT IS STAMPED
 CS2624'LACY NO 1 1947 AND PROJECTS 2 INCHES.
 CS2624'
 CS2624'REFERENCE MARK NO. 2 IS 58 FEET SOUTHWEST OF THE CENTER
 CS2624'OF U.S. HIGHWAY NO. 175.  IT IS STAMPED LACY NO 2 1947 AND
 CS2624'PROJECTS 2 INCHES.
 CS2624'
 CS2624'THE AZIMUTH MARK IS 64 FEET NORTHEAST OF THE CENTER OF U.S.
 CS2624'HIGHWAY NO. 175, 1.9 FEET SOUTHEAST OF A REFERENCE POST
 CS2624'AND 1.3 FEET SOUTHWEST OF A WIRE FENCE.  IT IS STAMPED LACY
 CS2624'1947 AND PROJECTS 4 INCHES.
 CS2624'
 CS2624'TO REACH THE STATION FROM THE CHEVROLET GARAGE IN KEMP,
 CS2624'GO SOUTHEAST ON U.S. HIGHWAY NO. 175 FOR 5.0 MILES TO THE
 CS2624'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST FOR 0.3 MILE
 CS2624'TO THE STATION ON THE RIGHT.
 CS2624'
 CS2624'AN 87 FOOT SIGNAL AT MABANK IS VISIBLE FROM THE GROUND.
 CS2624'
 CS2624'AN 87 FOOT SIGNAL AT CEDAR IS VISIBLE AT 37 FEET.
 CS2624'
 CS2624'A 100 FOOT SIGNAL AT CONEY IS VISIBLE AT 37 FEET.
 CS2624'
 CS2624'A 74 FOOT SIGNAL AT KEMP IS VISIBLE AT 37 FEET.
 CS2624'
 CS2624'AN 87 FOOT SIGNAL AT COTTONWOOD IS VISIBLE AT 37 FEET.
 CS2624'
 CS2624'A 100 FOOT SIGNAL AT TOOL IS VISIBLE AT 37 FEET.
 CS2624'
 CS2624'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2624
 CS2624                          STATION RECOVERY (1949)
 CS2624
 CS2624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2624'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CS2624'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 CS2624'
 CS2624'AN 87 FOOT SIGNAL AT STATION COTTONWOOD 1947 IS VISIBLE
 CS2624'AT 50 FEET.
 CS2624'
 CS2624'AN 87 FOOT SIGNAL AT STATION BECKER IS VISIBLE AT 37 FEET.
 CS2624'
 CS2624'A 74 FOOT SIGNAL AT PRAIRIEVILLE IS VISIBLE AT 37 FEET.
 CS2624'
 CS2624'AN 87 FOOT SIGNAL AT STATION MABANK ECC IS VISIBLE FROM
 CS2624'THE GROUND.
 CS2624
 CS2624                          STATION RECOVERY (1958)
 CS2624
 CS2624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2624'STATION RECOVERED IN GOOD CONDITION.
 CS2624'
 CS2624'THE DIRT ROAD MENTIONED IN THE OLD DESCRIPTION IS ABANDONED
 CS2624'AND OVERGROWN WITH BRUSH.  IT IS NOT NOTICEABLE FROM THE
 CS2624'HIGHWAY BECAUSE THE HIGHWAY HAS BEEN LOWERED CONSIDERABLY
 CS2624'AT THIS POINT AND THE OLD DIRT ROAD NO LONGER CONNECTS WITH
 CS2624'THE HIGHWAY.
 CS2624'
 CS2624'REFERENCE MARK 2 HAS PROBABLY BEEN DESTROYED - THE HIGHWAY
 CS2624'RIGHT-OF-WAY HAS BEEN CUT DOWN IN THE AREA WHERE THE REFERENCE
 CS2624'MARK 2 WAS.
 CS2624'
 CS2624'REFERENCE MARK 1, THE AZIMUTH MARK AND THE STATION MARK
 CS2624'ARE ALL IN GOOD CONDITION.  THE STATION MARK IS NOW ABOUT
 CS2624'530 FEET SE OF A T-ROAD.  SW AND ABOUT 330 FEET NW OF A
 CS2624'T-ROAD SW.
 CS2624
 CS2624                          STATION RECOVERY (1993)
 CS2624
 CS2624'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS2624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1260 ***********************************************************************
 BZ1260  DESIGNATION -  LACY LAKEVIEW WATER TANK
 BZ1260  PID         -  BZ1260
 BZ1260  STATE/COUNTY-  TX/MCLENNAN
 BZ1260  USGS QUAD   -  ELM MOTT (1975)
 BZ1260
 BZ1260                         *CURRENT SURVEY CONTROL
 BZ1260  ___________________________________________________________________
 BZ1260* NAD 83(1993)-  31 38 17.02844(N)    097 06 28.23368(W)     ADJUSTED  
 BZ1260* NAVD 88     -                                                        
 BZ1260  ___________________________________________________________________
 BZ1260  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 BZ1260  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BZ1260
 BZ1260  HORZ ORDER  -  THIRD
 BZ1260
 BZ1260.The horizontal coordinates were established by classical geodetic methods
 BZ1260.and adjusted by the National Geodetic Survey in February 1996..
 BZ1260
 BZ1260
 BZ1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1260
 BZ1260.The geoid height was determined by GEOID03.
 BZ1260
 BZ1260;                    North         East     Units Scale Factor Converg.
 BZ1260;SPC TX C     - 3,222,980.367 1,005,917.715   MT  0.99994331   +1 39 40.7
 BZ1260;SPC TX C     -10,574,061.42  3,300,248.37   sFT  0.99994331   +1 39 40.7
 BZ1260;UTM  14      - 3,501,873.449   679,437.651   MT  0.99999712   +0 59 34.1
 BZ1260
 BZ1260                          SUPERSEDED SURVEY CONTROL
 BZ1260
 BZ1260  NAD 83(1986)-  31 38 17.03766(N)    097 06 28.21514(W) AD(       ) 4
 BZ1260  NAD 27      -  31 38 16.44300(N)    097 06 27.21200(W) AD(       ) 3
 BZ1260
 BZ1260.Superseded values are not recommended for survey control.
 BZ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1260.See file dsdata.txt to determine how the superseded data were derived.
 BZ1260
 BZ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA7943801873(NAD 83)
 BZ1260_MARKER: 53 = ELEVATED TANK
 BZ1260
 BZ1260  HISTORY     - Date     Condition        Report By
 BZ1260  HISTORY     - 1942     FIRST OBSERVED   CGS
 BZ1260  HISTORY     - 1957     GOOD             USGS
 BZ1260  HISTORY     - 19910527 GOOD             USPSQD
 BZ1260  HISTORY     - 19950715 GOOD             USPSQD
 BZ1260  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1260  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1260
 BZ1260                          STATION DESCRIPTION
 BZ1260
 BZ1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 BZ1260'THIS INTERSECTION STATION IS THE TANK LOCATED IN THE TOWN
 BZ1260'OF ELM MOTT ABOUT 150 YARDS W OF THE RAIL ROAD AND ABOUT 200
 BZ1260'YARDS W OF THE CENTER LINE OF U.S. ROUTE 81.  IT IS A STEEL
 BZ1260'TANK PAINTED ALUMINUM AND SUPPORTED ON FOUR STRUCTURAL STEEL
 BZ1260'LEGS.  HEIGHT ABOUT 90 FEET.  THE POINT OBSERVED WAS THE APEX
 BZ1260'OF THE TANK.
 BZ1260
 BZ1260                          STATION RECOVERY (1957)
 BZ1260
 BZ1260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BZ1260'THERE IS A TANK AT POSITION LISTED.  IT IS NOT IN ELM MOTT
 BZ1260'NOR WAS IT EVER A WATER SUPPLY FOR ELM MOTT.  THIS TANK
 BZ1260'IS LOCATED IN LACY-LAKE-VIEW AND WAS FORMERLY USED AS A
 BZ1260'WATER SUPPLY FOR A COUNTRY CLUB NEAR THE VICINITY OF THE TANK.
 BZ1260'NEITHER THE COUNTRY CLUB NOR THE WATER TANK IS NOW IN USE.
 BZ1260
 BZ1260                          STATION RECOVERY (1991)
 BZ1260
 BZ1260'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1260'RECOVERED IN GOOD CONDITION.
 BZ1260
 BZ1260                          STATION RECOVERY (1995)
 BZ1260
 BZ1260'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1260'RECOVERED IN GOOD CONDITION.
 BZ1260
 BZ1260                          STATION RECOVERY (2001)
 BZ1260
 BZ1260'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1260'TANK GONE.
 BZ1260
 BZ1260                          STATION RECOVERY (2003)
 BZ1260
 BZ1260'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1260'TANK NO LONGER EXISTS AND AREA IS NOW THE BACKYARD OF A HOUSE IN A
 BZ1260'SMALL RESIDENTIAL SUBDIVISION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0459 ***********************************************************************
 BZ0459  DESIGNATION -  LACY RM 1
 BZ0459  PID         -  BZ0459
 BZ0459  STATE/COUNTY-  TX/LEON
 BZ0459  USGS QUAD   -  BUFFALO (1982)
 BZ0459
 BZ0459                         *CURRENT SURVEY CONTROL
 BZ0459  ___________________________________________________________________
 BZ0459* NAD 83(1986)-  31 23 40.     (N)    096 07 00.     (W)     SCALED    
 BZ0459* NAVD 88     -       160.11   (+/-2cm)     525.3    (feet)  VERTCON   
 BZ0459  ___________________________________________________________________
 BZ0459  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0459
 BZ0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0459
 BZ0459.The horizontal coordinates were scaled from a topographic map and have
 BZ0459.an estimated accuracy of +/- 6 seconds.
 BZ0459
 BZ0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0459.The vertical order pertains to the NGVD 29 superseded value.
 BZ0459
 BZ0459.The geoid height was determined by GEOID03.
 BZ0459
 BZ0459;                    North         East    Units  Estimated Accuracy
 BZ0459;SPC TX C     - 3,199,130.    1,100,910.      MT  (+/- 180 meters Scaled)
 BZ0459
 BZ0459                          SUPERSEDED SURVEY CONTROL
 BZ0459
 BZ0459  NGVD 29 (??/??/92)  160.083  (m)          525.21   (f) ADJ UNCH    2 0
 BZ0459
 BZ0459.Superseded values are not recommended for survey control.
 BZ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0459.See file dsdata.txt to determine how the superseded data were derived.
 BZ0459
 BZ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV741769(NAD 83)
 BZ0459_MARKER: DR = REFERENCE MARK DISK
 BZ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0459_STAMPING: LACY NO 1 1935
 BZ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0459+STABILITY: SURFACE MOTION
 BZ0459
 BZ0459  HISTORY     - Date     Condition        Report By
 BZ0459  HISTORY     - 1935     MONUMENTED       CGS
 BZ0459  HISTORY     - 1947     GOOD             NGS
 BZ0459  HISTORY     - 1980     POOR             NGS
 BZ0459
 BZ0459                          STATION DESCRIPTION
 BZ0459
 BZ0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0459'3.1 MI NE FROM JEWETT.
 BZ0459'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 2.9 MILES
 BZ0459'ALONG U.S.HIGHWAY NO.79, THENCE SOUTHEAST 0.2 MILE ALONG A GRADED DIRT
 BZ0459'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 120 YARDS NORTH OF THE ROAD,
 BZ0459'95.7 FEET NORTH OF THE NORTHWEST CORNER OF A FARMHOUSE, 61.8 FEET
 BZ0459'NORTHEAST OF A POWER POLE AND 42.0 FEET SOUTHWEST OF A FENCE CORNER. A
 BZ0459'BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0459'ABOUT 4 INCHES ABOVE GROUND.
 BZ0459
 BZ0459                          STATION RECOVERY (1980)
 BZ0459
 BZ0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0459'MARK TILTED.  UNSUITABLE FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0457 ***********************************************************************
 BZ0457  DESIGNATION -  LACY RM 2
 BZ0457  PID         -  BZ0457
 BZ0457  STATE/COUNTY-  TX/LEON
 BZ0457  USGS QUAD   -  BUFFALO (1982)
 BZ0457
 BZ0457                         *CURRENT SURVEY CONTROL
 BZ0457  ___________________________________________________________________
 BZ0457* NAD 83(1986)-  31 23 39.     (N)    096 07 00.     (W)     SCALED    
 BZ0457* NAVD 88     -       160.794  (meters)     527.54   (feet)  ADJUSTED  
 BZ0457  ___________________________________________________________________
 BZ0457  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0457  DYNAMIC HT  -         160.596 (meters)     526.89  (feet)  COMP
 BZ0457  MODELED GRAV-     979,401.3   (mgal)                       NAVD 88
 BZ0457
 BZ0457  VERT ORDER  -  FIRST     CLASS II
 BZ0457
 BZ0457.The horizontal coordinates were scaled from a topographic map and have
 BZ0457.an estimated accuracy of +/- 6 seconds.
 BZ0457
 BZ0457.The orthometric height was determined by differential leveling
 BZ0457.and adjusted by the National Geodetic Survey in June 1991..
 BZ0457
 BZ0457.The geoid height was determined by GEOID03.
 BZ0457
 BZ0457.The dynamic height is computed by dividing the NAVD 88
 BZ0457.geopotential number by the normal gravity value computed on the
 BZ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0457.degrees latitude (g = 980.6199 gals.).
 BZ0457
 BZ0457.The modeled gravity was interpolated from observed gravity values.
 BZ0457
 BZ0457;                    North         East    Units  Estimated Accuracy
 BZ0457;SPC TX C     - 3,199,100.    1,100,910.      MT  (+/- 180 meters Scaled)
 BZ0457
 BZ0457                          SUPERSEDED SURVEY CONTROL
 BZ0457
 BZ0457  NGVD 29 (??/??/92)  160.752  (m)          527.40   (f) ADJ UNCH    1 2
 BZ0457
 BZ0457.Superseded values are not recommended for survey control.
 BZ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0457.See file dsdata.txt to determine how the superseded data were derived.
 BZ0457
 BZ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV741768(NAD 83)
 BZ0457_MARKER: DR = REFERENCE MARK DISK
 BZ0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0457_STAMPING: LACY NO 2 1935
 BZ0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0457+STABILITY: SURFACE MOTION
 BZ0457
 BZ0457  HISTORY     - Date     Condition        Report By
 BZ0457  HISTORY     - 1935     MONUMENTED       CGS
 BZ0457  HISTORY     - 1947     GOOD             NGS
 BZ0457  HISTORY     - 1980     GOOD             NGS
 BZ0457
 BZ0457                          STATION DESCRIPTION
 BZ0457
 BZ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0457'3.1 MI NE FROM JEWETT.
 BZ0457'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 2.9 MILES
 BZ0457'ALONG U.S.HIGHWAY NO.79, THENCE SOUTHEAST 0.2 MILE ALONG A GRADED DIRT
 BZ0457'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 90 YARDS NORTH OF THE ROAD,
 BZ0457'93.1 FEET EAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 23.3 FEET
 BZ0457'NORTHWEST OF A FENCE CORNER AND 16.0 FEET WEST OF A FENCE.  A BRONZE
 BZ0457'REFERENCE DISK SET IN THE TOP OF CONCRETE POST WHICH PROJECTS ABOUT 6
 BZ0457'INCHES ABOVE GROUND.
 BZ0457
 BZ0457                          STATION RECOVERY (1980)
 BZ0457
 BZ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1055 ***********************************************************************
 AB1055  DESIGNATION -  LADIANA
 AB1055  PID         -  AB1055
 AB1055  STATE/COUNTY-  TX/WILLACY
 AB1055  USGS QUAD   -  EL JARDIN (1975)
 AB1055
 AB1055                         *CURRENT SURVEY CONTROL
 AB1055  ___________________________________________________________________
 AB1055* NAD 83(1993)-  26 31 37.16026(N)    097 33 19.80621(W)     ADJUSTED  
 AB1055* NAVD 88     -         7.015  (meters)      23.02   (feet)  ADJUSTED  
 AB1055  ___________________________________________________________________
 AB1055  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AB1055  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AB1055  DYNAMIC HT  -           7.004 (meters)      22.98  (feet)  COMP
 AB1055  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AB1055
 AB1055  HORZ ORDER  -  FIRST
 AB1055  VERT ORDER  -  SECOND    CLASS 0
 AB1055
 AB1055.The horizontal coordinates were established by classical geodetic methods
 AB1055.and adjusted by the National Geodetic Survey in February 1996..
 AB1055
 AB1055.The orthometric height was determined by differential leveling
 AB1055.and adjusted by the National Geodetic Survey in June 1991..
 AB1055
 AB1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1055
 AB1055.The geoid height was determined by GEOID03.
 AB1055
 AB1055.The dynamic height is computed by dividing the NAVD 88
 AB1055.geopotential number by the normal gravity value computed on the
 AB1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1055.degrees latitude (g = 980.6199 gals.).
 AB1055
 AB1055.The modeled gravity was interpolated from observed gravity values.
 AB1055
 AB1055;                    North         East     Units Scale Factor Converg.
 AB1055;SPC TX S     - 5,095,669.532   394,127.534   MT  0.99992879   +0 25 43.7
 AB1055;SPC TX S     -16,718,042.46  1,293,066.75   sFT  0.99992879   +0 25 43.7
 AB1055;UTM  14      - 2,934,857.042   643,920.155   MT  0.99985573   +0 38 42.9
 AB1055
 AB1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1055!SPC TX S     -   1.00000253  x   0.99992879  =   0.99993132
 AB1055!UTM  14      -   1.00000253  x   0.99985573  =   0.99985826
 AB1055
 AB1055:                Primary Azimuth Mark                     Grid Az
 AB1055:SPC TX S     -  MOGOTES CAMP WINDMILL                    009 13 52.2
 AB1055:UTM  14      -  MOGOTES CAMP WINDMILL                    009 00 53.0
 AB1055
 AB1055|---------------------------------------------------------------------|
 AB1055| PID    Reference Object                     Distance      Geod. Az  |
 AB1055|                                                           dddmmss.s |
 AB1055| AB1678 MOGOTES CAMP WINDMILL               APPROX. 3.0 KM 0093935.9 |
 AB1055| AB0197 LEGION RESET                        APPROX.13.2 KM 0743248.5 |
 AB1055| AB1056 LADIANA RM 1                        153.903 METERS 12845     |
 AB1055| AB1649 RAYMONDVILLE MUNICIPAL TANK         APPROX.23.4 KM 2593631.3 |
 AB1055| AB1057 LADIANA RM 2                         27.228 METERS 26406     |
 AB1055| AB1682 SITE 6 AIRWAY BEACON                APPROX.27.7 KM 3093538.4 |
 AB1055|---------------------------------------------------------------------|
 AB1055
 AB1055                          SUPERSEDED SURVEY CONTROL
 AB1055
 AB1055  NAD 83(1986)-  26 31 37.17293(N)    097 33 19.77088(W) AD(       ) 1
 AB1055  NAD 27      -  26 31 35.93600(N)    097 33 18.82100(W) AD(       ) 1
 AB1055  NGVD 29 (??/??/92)    7.083  (m)           23.24   (f) ADJ UNCH    2 0
 AB1055
 AB1055.Superseded values are not recommended for survey control.
 AB1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1055.See file dsdata.txt to determine how the superseded data were derived.
 AB1055
 AB1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4392034857(NAD 83)
 AB1055_MARKER: DS = TRIANGULATION STATION DISK
 AB1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1055_STAMPING: LADIANA 1931
 AB1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1055+STABILITY: SURFACE MOTION
 AB1055
 AB1055  HISTORY     - Date     Condition        Report By
 AB1055  HISTORY     - 1931     MONUMENTED       CGS
 AB1055  HISTORY     - 1939     GOOD             CGS
 AB1055  HISTORY     - 1942     GOOD             CGS
 AB1055  HISTORY     - 1942     GOOD             NGS
 AB1055  HISTORY     - 1949     GOOD             CGS
 AB1055  HISTORY     - 1949     GOOD             CGS
 AB1055
 AB1055                          STATION DESCRIPTION
 AB1055
 AB1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AB1055'ABOUT 14 MILES E OF RAYMONDVILLE, AND 4 MILES N OF SAUZ
 AB1055'RANCH, ON SITE OF OLD LADIANA RANCH.
 AB1055'
 AB1055'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 AB1055'MARKS IN CONCRETE.  REFERENCE MARKS ARE
 AB1055'STANDARD REFERENCE DISKS IN CONCRETE.  REFERENCE
 AB1055'MARK NO. 1 IS ABOUT 150 FEET E OF WHERE TRAIL BENDS SHARPLY
 AB1055'TO NW TOWARD GATE, ABOUT 150 FEET SE OF EASTERNMOST ADOBE
 AB1055'SHACK, ABOUT 20 FEET E OF FOOT PATH WHICH LEADS SE FROM BEND
 AB1055'IN TRAIL, IN EDGE OF MESQUITE, AND 506.5 FEET FROM STATION.
 AB1055'REFERENCE MARK NO. 2
 AB1055'IS ABOUT 100 FEET SW OF GATE, 30 FEET S OF FENCE, 120 FEET
 AB1055'NW OF WESTERNMOST ADOBE SHACK ON THE SAME RIDGE AS THE
 AB1055'STATION, AND 89.50 FEET FROM
 AB1055'MARK EXTENDS 3 TO 5 INCHES ABOVE SURFACE OF GROUND.
 AB1055'
 AB1055'REACHED FROM RAYMONDVILLE BY CONCRETE ROAD E 10.0 MILES,
 AB1055'THENCE AHEAD, E, 2 MILES TO TURN IN MAIN ROAD TO N, THENCE
 AB1055'N 0.7 MILE TO NEW CATTLE GUARD AND ROAD LEADING E OVER CATTLE
 AB1055'GUARD TO SAUZ RANCH.  TURN E ON THIS ROAD 1.4 MILES TO SAUZ
 AB1055'RANCH ON N SIDE OF ROAD.  TAKE ROAD LEADING NE AT SCHOOL
 AB1055'BUILDING 1/4 MILE TO GATE, GO THROUGH GATE AND FOLLOW E SIDE
 AB1055'OF FENCE N 1.6 MILES TO U.S.G.S.B.M. AND A TRAIL LEADING
 AB1055'THROUGH A GATE TO THE W.  FOLLOW THIS TRAIL 0.3 MILE TO N-S
 AB1055'ROAD.  TURN RIGHT AND FOLLOW THIS ROAD N 1 MILE TO OLD
 AB1055'LADIANA RANCH BUILDING.  ROADS ARE BAD IN VERY WET OR
 AB1055'IN VERY DRY WEATHER.  STATION IS ABOUT 40 YARDS N OF
 AB1055'WESTERNMOST ADOBE SHACK, 10 METERS (33 FEET) SW OF GATE
 AB1055'THROUGH E-W FENCE, ABOUT 8 METERS (26 FEET) S OF FENCE,
 AB1055'AND ON A SMALL RIDGE 4 TO 5 FEET HIGH WHICH PARALLELS THE
 AB1055'FENCE.  THERE IS A LARGE CLEARING ON THE N SIDE OF THE
 AB1055'FENCE.
 AB1055
 AB1055                          STATION RECOVERY (1939)
 AB1055
 AB1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1055'STATION IS LOCATED ABOUT 14 MILES E OF RAYMONDVILLE, ABOUT
 AB1055'5-1/2 MILES ENE OF SAN PERLITA, ABOUT 3 MILES N OF THE SAUZ
 AB1055'RANCH HOUSE ON SITE OF OLD LADIANA RANCH, NOW ON SAUZ RANCH,
 AB1055'ABOUT 0.7 MILE S OF MOGOTES CAMP, ABOUT 0.2 MILE WSW OF A
 AB1055'LARGE EXCAVATED POND AND 20 FEET S OF FENCE AT EDGE OF SMALL
 AB1055'CLEARING SURROUNDED BY THICK BRUSH.  THE ADOBE SHACK MENTIONED
 AB1055'IN 1931 DESCRIPTION AS BEING 40 YARDS N OF THE STATION IS
 AB1055'NO LONGER STANDING.  THICK BRUSH COVERS ITS FORMER SITE.
 AB1055'
 AB1055'NO AZIMUTH MARK COULD BE ESTABLISHED THAT WOULD BE VISIBLE
 AB1055'FROM THE GROUND.
 AB1055'
 AB1055'REACHED FROM RAYMONDVILLE AS FOLLOWS--FROM RAILROAD STATION
 AB1055'GO E ON RED FISH BAY ROAD 9 MILES TO A PAVED ROAD LEADING
 AB1055'N TO SAN PERLITA, CONTINUE E AND N ON PAVED ROAD AND DIRT
 AB1055'ROAD 3.4 MILES TO A PAVED ROAD LEADING E, TURN E ON PAVED
 AB1055'ROAD 1.3 MILES TO END OF PAVEMENT AND CONTINUE E FOR 0.75
 AB1055'MILE TO SAUZ RANCH HOUSE ON LEFT, TURN LEFT THROUGH LOCKED
 AB1055'GATE, PASSING RANCH HOUSE AND SCHOOL, BEARING LEFT AROUND
 AB1055'MOST NORTHERLY BUILDING AND CONTINUE ON TRAIL TO A GATE
 AB1055'WHICH IS 0.35 MILE FROM LOCKED GATE, PASS THROUGH GATE
 AB1055'TURNING SHARP RIGHT AND GO NE FOR 1.3 MILES TO A BRIDGE OVER
 AB1055'A DRAINAGE DITCH, CONTINUE ON TRAIL 0.4 MILE TO A ROAD FORKS
 AB1055'(RIGHT FORK LEADS E 0.3 MILE TO U.S.G.S. STATION 6 MENTIONED
 AB1055'IN 1931 DESCRIPTION), TURN SHARP LEFT AT FORK AND
 AB1055'FOLLOW TRAIL N 1.05 MILES TO GATE AND STATION.  STATION
 AB1055'IS ABOUT 20 YARDS W OF GATE.
 AB1055
 AB1055                          STATION RECOVERY (1942)
 AB1055
 AB1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AB1055'STATION, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED AS
 AB1055'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AB1055'
 AB1055'STATION IS LOCATED ABOUT 14 MILES E OF RAYMONDVILLE, 3 MILES
 AB1055'N OF THE SAUZ RANCH HOUSE AND ON THE SITE OF OLD LADIANA
 AB1055'RANCH NOW PART OF THE SAUZ RANCH.  IT IS ABOUT 0.7 MILE S
 AB1055'OF THE MOGOTES CAMP, 42 FEET W OF THE CENTER LINE OF TRACK
 AB1055'ROAD AT POINT WHERE E-W FENCE CROSSES THE ROAD AND 3 FEET
 AB1055'N OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS IN A SMALL
 AB1055'CLEARING SURROUNDED BY THICK BRUSH AND 20 FEET S OF OLD FENCE.
 AB1055'IT IS STAMPED LADIANA 1931.  THE MONUMENT PROJECTS 1.0 FOOT
 AB1055'
 AB1055'REFERENCE MARK NO. 1 IS ABOUT 506 FEET SE OF THE
 AB1055'STATION, ABOUT 200 FEET S OF THE E-W FENCE AND AT THE EDGE
 AB1055'OF A MESQUITE THICKET.  IT IS STAMPED LADIANA NO. 1 1931.
 AB1055'THE MONUMENT PROJECTS ABOUT 0.2 FOOT.
 AB1055'
 AB1055'REFERENCE MARK NO. 2 IS ABOUT 130 FEET SW OF GATE
 AB1055'IN E-W FENCE, ABOUT 89 FEET SW FROM THE STATION AND 30 FEET
 AB1055'S OF THE FENCE.  IT IS STAMPED LADIANA NO. 2 1931.  THE
 AB1055'MONUMENT PROJECTS 0.7 FOOT.
 AB1055'
 AB1055'THE STATION IS REACHED FROM THE SAUZ RANCH HEADQUARTERS
 AB1055'BY TRAVELING 3 MILES NORTHERLY ALONG TRACK ROAD TO THE SITE
 AB1055'OF OLD LADIANA RANCH AND THE SITE OF THE STATION.
 AB1055
 AB1055                          STATION RECOVERY (1942)
 AB1055
 AB1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AB1055'3.0 MI N FROM SAUZ RANCH.
 AB1055'TO REACH FROM THE SAUZ RANCH HEADQUARTERS, PROCEED NORTHERLY ON TRACK
 AB1055'ROAD TO THE OLD LADIANA RANCH SITE AND SITE OF BENCH MARK.  BENCH MARK
 AB1055'IS ABOUT 0.7 MILE SOUTH OF THE MOGOTES CAMP, 506.0 FEET NORTHWEST OF
 AB1055'REFERENCE MARK NO. 1, 89.0 FEET EAST OF REFERENCE MARK NO. 2, 42.0
 AB1055'FEET WEST OF AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF THE ROAD AT
 AB1055'GATE IN EAST-WEST FENCE, AND 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN
 AB1055'MARKER POST.  MONUMENT PROJECTS 1.0 FOOT.
 AB1055
 AB1055                          STATION RECOVERY (1949)
 AB1055
 AB1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1055'THE STATION AND REFERENCE MARKS NOS 1 AND 2,
 AB1055'RECOVERED AND FOUND IN GOOD CONDITION.  NO AZIMUTH
 AB1055'MARK WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 AB1055'DESCRIPTION.
 AB1055'
 AB1055'THE STATION IS LOCATED ABOUT 14.0 MILES EAST OF RAYMONDVILLE,
 AB1055'5-1/2 MILES EAST-NORTHEAST OF SAN PERLITA AND ABOUT 3.0 MILES
 AB1055'NORTH OF THE SAUZ RANCH HOUSE NEAR THE SITE OF THE OLD LADIANA
 AB1055'RANCH AND NOW ON LAND OWNED BY THE SAUZ RANCH.  IT IS 40
 AB1055'FEET WEST OF THE CENTER OF NORTH-SOUTH TRACK ROAD, 35 FEET
 AB1055'WEST-SOUTHWEST OF THE WEST END OF GATE INTO PASTURE, 20 FEET
 AB1055'SOUTH OF EAST-WEST FENCE LINE AND 4 FEET NORTH OF WITNESS
 AB1055'POST.  IT IS STAMPED LADIANA 1931 AND PROJECTS 8 INCHES.
 AB1055'
 AB1055'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, SET IN THE
 AB1055'MIDDLE OF A GROVE OF MESQUITE TREES AND ON ABOUT THE SAME
 AB1055'ELEVATION AS THE STATION MARK.  IT IS STAMPED LADIANA NO 1
 AB1055'1931 AND PROJECTS 3 INCHES.
 AB1055'
 AB1055'REFERENCE MARK NO 2 IS WEST OF THE STATION, 4 FEET SOUTH
 AB1055'OF DIM GAME TRAIL AND 41 FEET SOUTH OF EAST-WEST FENCE LINE.
 AB1055'IT IS STAMPED LADIANA NO 2 1931 AND PROJECTS 3 INCHES.
 AB1055'
 AB1055'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AB1055'AND STATE ROUTE 186 IN THE EAST EDGE OF RAYMONDVILLE, GO
 AB1055'EAST ON STATE ROUTE 186 FOR 9.0 MILES TO WHERE 186 TURNS
 AB1055'NORTH, CONTINUE STRAIGHT AHEAD EAST AND NORTH FOR 3.6 MILES
 AB1055'TO T-ROAD RIGHT, TURN RIGHT AND CONTINUE EAST FOR 1.9 MILES
 AB1055'TO THE ENTRANCE TO THE SAUZ RANCH ON THE LEFT, TURN LEFT
 AB1055'THROUGH GATE (AFTER PERMISSION AND KEY TO GATE OBTAINED
 AB1055'FROM RANCH HOUSE) AND GO NORTH FOR 0.2 MILE TO THE SAUZ RANCH
 AB1055'HEADQUARTERS ON RIGHT, FROM RANCH HOUSE GO NORTHWEST ON
 AB1055'GRADED ROAD FOR 0.2 MILE TO ANOTHER LOCKED GATE, PASS
 AB1055'THROUGH GATE AND CONTINUE NORTH-NORTHEAST ON GRADED ROAD FOR
 AB1055'2.55 MILES TO FORK, BEAR LEFT FOR ABOUT 100 FEET TO
 AB1055'ANOTHER FORK, BEAR RIGHT AND FOLLOW TRACK ROAD NORTH FOR
 AB1055'0.2 MILE TO GATE AND STATION ON THE LEFT AS DESCRIBED.
 AB1055'
 AB1055'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 AB1055
 AB1055                          STATION RECOVERY (1949)
 AB1055
 AB1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1055'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AB1055'THE 1949 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1056 ***********************************************************************
 AB1056  DESIGNATION -  LADIANA RM 1
 AB1056  PID         -  AB1056
 AB1056  STATE/COUNTY-  TX/WILLACY
 AB1056  USGS QUAD   -  EL JARDIN (1975)
 AB1056
 AB1056                         *CURRENT SURVEY CONTROL
 AB1056  ___________________________________________________________________
 AB1056* NAD 83(1986)-  26 31 36.     (N)    097 33 19.     (W)     SCALED    
 AB1056* NAVD 88     -         5.151  (meters)      16.90   (feet)  ADJUSTED  
 AB1056  ___________________________________________________________________
 AB1056  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AB1056  DYNAMIC HT  -           5.143 (meters)      16.87  (feet)  COMP
 AB1056  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AB1056
 AB1056  VERT ORDER  -  SECOND    CLASS 0
 AB1056
 AB1056.The horizontal coordinates were scaled from a topographic map and have
 AB1056.an estimated accuracy of +/- 6 seconds.
 AB1056
 AB1056.The orthometric height was determined by differential leveling
 AB1056.and adjusted by the National Geodetic Survey in June 1991..
 AB1056
 AB1056.The geoid height was determined by GEOID03.
 AB1056
 AB1056.The dynamic height is computed by dividing the NAVD 88
 AB1056.geopotential number by the normal gravity value computed on the
 AB1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1056.degrees latitude (g = 980.6199 gals.).
 AB1056
 AB1056.The modeled gravity was interpolated from observed gravity values.
 AB1056
 AB1056;                    North         East    Units  Estimated Accuracy
 AB1056;SPC TX S     - 5,095,630.      394,150.      MT  (+/- 180 meters Scaled)
 AB1056
 AB1056                          SUPERSEDED SURVEY CONTROL
 AB1056
 AB1056  NGVD 29 (??/??/92)    5.220  (m)           17.13   (f) ADJ UNCH    2 0
 AB1056
 AB1056.Superseded values are not recommended for survey control.
 AB1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1056.See file dsdata.txt to determine how the superseded data were derived.
 AB1056
 AB1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ439348(NAD 83)
 AB1056_MARKER: DR = REFERENCE MARK DISK
 AB1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1056_STAMPING: LADIANA NO. 1 1931
 AB1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1056+STABILITY: SURFACE MOTION
 AB1056
 AB1056  HISTORY     - Date     Condition        Report By
 AB1056  HISTORY     - 1931     MONUMENTED       CGS
 AB1056  HISTORY     - 1942     GOOD             NGS
 AB1056
 AB1056                          STATION DESCRIPTION
 AB1056
 AB1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1056'3.0 MI N FROM SAUZ RANCH.
 AB1056'TO REACH FROM THE SAUZ RANCH HEADQUARTERS, PROCEED NORTHERLY ON TRACK
 AB1056'ROAD TO THE OLD LADIANA RANCH SITE AND SITE OF BENCH MARK.  BENCH MARK
 AB1056'IS ABOUT 0.7 MILE SOUTH OF THE MOGOTES CAMP, 506.0 FEET SOUTHEAST OF
 AB1056'TRIANGULATION STATION LADIANA, ABOUT 200.0 FEET SOUTH OF AN EAST-WEST
 AB1056'FENCE AND IN THE EDGE OF A MESQUITE THICKET.  MONUMENT PROJECTS 0.2
 AB1056'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1057 ***********************************************************************
 AB1057  DESIGNATION -  LADIANA RM 2
 AB1057  PID         -  AB1057
 AB1057  STATE/COUNTY-  TX/WILLACY
 AB1057  USGS QUAD   -  EL JARDIN (1975)
 AB1057
 AB1057                         *CURRENT SURVEY CONTROL
 AB1057  ___________________________________________________________________
 AB1057* NAD 83(1986)-  26 31 36.     (N)    097 33 19.     (W)     SCALED    
 AB1057* NAVD 88     -         6.901  (meters)      22.64   (feet)  ADJUSTED  
 AB1057  ___________________________________________________________________
 AB1057  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AB1057  DYNAMIC HT  -           6.890 (meters)      22.60  (feet)  COMP
 AB1057  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AB1057
 AB1057  VERT ORDER  -  SECOND    CLASS 0
 AB1057
 AB1057.The horizontal coordinates were scaled from a topographic map and have
 AB1057.an estimated accuracy of +/- 6 seconds.
 AB1057
 AB1057.The orthometric height was determined by differential leveling
 AB1057.and adjusted by the National Geodetic Survey in June 1991..
 AB1057
 AB1057.The geoid height was determined by GEOID03.
 AB1057
 AB1057.The dynamic height is computed by dividing the NAVD 88
 AB1057.geopotential number by the normal gravity value computed on the
 AB1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1057.degrees latitude (g = 980.6199 gals.).
 AB1057
 AB1057.The modeled gravity was interpolated from observed gravity values.
 AB1057
 AB1057;                    North         East    Units  Estimated Accuracy
 AB1057;SPC TX S     - 5,095,630.      394,150.      MT  (+/- 180 meters Scaled)
 AB1057
 AB1057                          SUPERSEDED SURVEY CONTROL
 AB1057
 AB1057  NGVD 29 (??/??/92)    6.970  (m)           22.87   (f) ADJ UNCH    2 0
 AB1057
 AB1057.Superseded values are not recommended for survey control.
 AB1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1057.See file dsdata.txt to determine how the superseded data were derived.
 AB1057
 AB1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ439348(NAD 83)
 AB1057_MARKER: DR = REFERENCE MARK DISK
 AB1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1057_STAMPING: LADIANA NO. 2 1931
 AB1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1057+STABILITY: SURFACE MOTION
 AB1057
 AB1057  HISTORY     - Date     Condition        Report By
 AB1057  HISTORY     - 1931     MONUMENTED       CGS
 AB1057  HISTORY     - 1942     GOOD             NGS
 AB1057
 AB1057                          STATION DESCRIPTION
 AB1057
 AB1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1057'3.0 MI N FROM SAUZ RANCH.
 AB1057'TO REACH FROM THE SAUZ RANCH HEADQUARTERS, PROCEED NORTHERLY ON TRACK
 AB1057'ROAD TO THE OLD LADIANA RANCH SITE AND SITE OF BENCH MARK.  BENCH MARK
 AB1057'IS ABOUT 0.7 MILE SOUTH OF THE MOGOTES CAMP, ABOUT 130.0 FEET
 AB1057'SOUTHWEST OF A GATE IN EAST-WEST FENCE, 89.0 FEET SOUTHWEST OF
 AB1057'TRIANGULATION STATION LADIANA AND 30.0 FEET SOUTH OF THE FENCE.
 AB1057'MONUMENT PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0537 ***********************************************************************
 DM0537  DESIGNATION -  LADONIA
 DM0537  PID         -  DM0537
 DM0537  STATE/COUNTY-  TX/FANNIN
 DM0537  USGS QUAD   -  LADONIA (1964)
 DM0537
 DM0537                         *CURRENT SURVEY CONTROL
 DM0537  ___________________________________________________________________
 DM0537* NAD 83(1986)-  33 25 35.     (N)    095 56 48.     (W)     SCALED    
 DM0537* NAVD 88     -       193.636  (meters)     635.29   (feet)  ADJUSTED  
 DM0537  ___________________________________________________________________
 DM0537  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DM0537  DYNAMIC HT  -         193.431 (meters)     634.61  (feet)  COMP
 DM0537  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DM0537
 DM0537  VERT ORDER  -  SECOND    CLASS 0
 DM0537
 DM0537.The horizontal coordinates were scaled from a topographic map and have
 DM0537.an estimated accuracy of +/- 6 seconds.
 DM0537
 DM0537.The orthometric height was determined by differential leveling
 DM0537.and adjusted by the National Geodetic Survey in June 1991..
 DM0537
 DM0537.The geoid height was determined by GEOID03.
 DM0537
 DM0537.The dynamic height is computed by dividing the NAVD 88
 DM0537.geopotential number by the normal gravity value computed on the
 DM0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0537.degrees latitude (g = 980.6199 gals.).
 DM0537
 DM0537.The modeled gravity was interpolated from observed gravity values.
 DM0537
 DM0537;                    North         East    Units  Estimated Accuracy
 DM0537;SPC TXNC     - 2,198,020.      837,410.      MT  (+/- 180 meters Scaled)
 DM0537
 DM0537                          SUPERSEDED SURVEY CONTROL
 DM0537
 DM0537.No superseded survey control is available for this station.
 DM0537
 DM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT260024(NAD 83)
 DM0537_MARKER: DB = BENCH MARK DISK
 DM0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0537_SP_SET: FOUNDATION
 DM0537_STAMPING: LADONIA 1934
 DM0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0537
 DM0537  HISTORY     - Date     Condition        Report By
 DM0537  HISTORY     - 1934     MONUMENTED       CGS
 DM0537  HISTORY     - 19940404 GOOD             USPSQD
 DM0537
 DM0537                          STATION DESCRIPTION
 DM0537
 DM0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0537'IN LADONIA.
 DM0537'ON THE N SIDE OF THE CITY SQUARE.  IN THE SW PIER OF THE CITY WATER
 DM0537'TOWER.  DISK SET HORIZONTALLY IN CONCRETE FOUNDATION.
 DM0537
 DM0537                          STATION RECOVERY (1994)
 DM0537
 DM0537'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1414 ***********************************************************************
 DM1414  DESIGNATION -  LADONIA
 DM1414  PID         -  DM1414
 DM1414  STATE/COUNTY-  TX/FANNIN
 DM1414  USGS QUAD   -  LADONIA (1964)
 DM1414
 DM1414                         *CURRENT SURVEY CONTROL
 DM1414  ___________________________________________________________________
 DM1414* NAD 83(1993)-  33 25 43.66448(N)    095 55 42.84824(W)     ADJUSTED  
 DM1414* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 DM1414  ___________________________________________________________________
 DM1414  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DM1414  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DM1414
 DM1414  HORZ ORDER  -  FIRST
 DM1414
 DM1414.The horizontal coordinates were established by classical geodetic methods
 DM1414.and adjusted by the National Geodetic Survey in February 1996..
 DM1414
 DM1414.The orthometric height was scaled from a topographic map.
 DM1414
 DM1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1414
 DM1414.The geoid height was determined by GEOID03.
 DM1414
 DM1414;                    North         East     Units Scale Factor Converg.
 DM1414;SPC TXNC     - 2,198,330.420   839,090.184   MT  0.99989422   +1 24 08.8
 DM1414;SPC TXNC     - 7,212,355.72  2,752,915.05   sFT  0.99989422   +1 24 08.8
 DM1414;UTM  15      - 3,702,660.547   227,709.320   MT  1.00051419   -1 36 51.6
 DM1414;UTM  14      - 3,703,044.191   785,578.543   MT  1.00060561   +1 41 35.5
 DM1414
 DM1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1414!SPC TXNC     -   0.99997268  x   0.99989422  =   0.99986690
 DM1414!UTM  15      -   0.99997268  x   1.00051419  =   1.00048685
 DM1414!UTM  14      -   0.99997268  x   1.00060561  =   1.00057827
 DM1414
 DM1414|---------------------------------------------------------------------|
 DM1414| PID    Reference Object                     Distance      Geod. Az  |
 DM1414|                                                           dddmmss.s |
 DM1414| CY1435 LADONIA RM 1                         34.013 METERS 05205     |
 DM1414| CY1433 LADONIA AZ MK                                      0831829.0 |
 DM1414| CY1436 LADONIA RM 2                         49.820 METERS 13052     |
 DM1414| DM1407 COMMERCE E TEX ST TEACH COL TK      APPROX.21.4 KM 1750135.1 |
 DM1414| DN1090 WOLFE CITY NE TEX OIL MILL TK       APPROX.14.6 KM 2450552.8 |
 DM1414| CY1434 LADONIA AZ MK 2                                    2614012.7 |
 DM1414| DM1413 LADONIA MUNICIPAL TANK              APPROX. 1.7 KM 2614613.1 |
 DM1414|---------------------------------------------------------------------|
 DM1414
 DM1414                          SUPERSEDED SURVEY CONTROL
 DM1414
 DM1414  NAD 83(1993)-  33 25 43.66619(N)    095 55 42.84654(W) AD(       ) 1
 DM1414  NAD 83(1986)-  33 25 43.67107(N)    095 55 42.83720(W) AD(       ) 1
 DM1414  NAD 27      -  33 25 43.28400(N)    095 55 41.95600(W) AD(       ) 1
 DM1414
 DM1414.Superseded values are not recommended for survey control.
 DM1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1414.See file dsdata.txt to determine how the superseded data were derived.
 DM1414
 DM1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT2770902661(NAD 83)
 DM1414_MARKER: DS = TRIANGULATION STATION DISK
 DM1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1414
 DM1414  HISTORY     - Date     Condition        Report By
 DM1414  HISTORY     - 1935     MONUMENTED       CGS
 DM1414  HISTORY     - 1950     GOOD             CGS
 DM1414  HISTORY     - 1957     GOOD             CGS
 DM1414  HISTORY     - 1957     GOOD             CGS
 DM1414  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DM1414
 DM1414                          STATION DESCRIPTION
 DM1414
 DM1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1414'STATION IS ABOUT 1 MILE E OF LADONIA, ON LAND OCCUPIED BY H.G.
 DM1414'SMITH, AND OWNED BY THE AETNA LIFE INSURANCE COMPANY.  THE
 DM1414'STATION MARK IS ABOUT 150 YARDS N OF MR. SMITHS HOUSE.  1
 DM1414'FOOT W OF FENCE LINE AT W SIDE OF REAR BARN LOT.  26.3 FEET
 DM1414'S OF FENCE CORNER AT NW CORNER OF BARN LOT.  126.7 FEET NW OF
 DM1414'NE CORNER OF BARN, JUST W OF WATER HOLE.  MARK IS FLUSH WITH THE
 DM1414'GROUND.
 DM1414'
 DM1414'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1414'BRONZE DISKS SET IN CONCRETE.
 DM1414'
 DM1414'REFERENCE MARK NO. 1 IS ENE OF THE STATION.  AT NE CORNER OF BARN
 DM1414'LOT.  7 FEET W OF GATE POST AT FENCE CORNER.  6 INCHES S
 DM1414'OF FENCE LINE AT N SIDE OF BARN LOT.  THE MARK IS FLUSH WITH
 DM1414'THE GROUND.
 DM1414'
 DM1414'REFERENCE MARK NO. 2 IS SE OF THE STATION.  40.1 FEET ESE OF
 DM1414'NE CORNER OF BARN.  50 FEET N OF SE CORNER OF BARN LOT.  1
 DM1414'FOOT W OF FENCE LINE AT E SIDE OF BARN-LOT.  THE MARK IS
 DM1414'FLUSH WITH THE GROUND.
 DM1414'
 DM1414'DISTANCE BETWEEN THE REFERENCE MARKS IS 179.11 FEET.
 DM1414'
 DM1414'AZIMUTH MARK IS E OF THE STATION.  33 FEET N OF THE CENTER LINE
 DM1414'OF ROAD.  3 FEET W OF TELEPHONE POLE.  1 FOOT N OF TELEPHONE
 DM1414'LINE.  30 FEET W OF LANE LEADING N.  THE MARK PROJECTS 5
 DM1414'INCHES.
 DM1414'
 DM1414'IT IS REACHED FROM LADONIA FROM SE CORNER OF SQUARE BY GOING
 DM1414'E 0.7 MILE TO T-INTERSECTION.  THENCE N 0.15 MILE ACROSS
 DM1414'RAILROAD TRACKS.  THEN GO E ALONG TRACKS 0.3 MILE TO LARGE
 DM1414'WHITE HOUSE AND STATION ON N.
 DM1414'
 DM1414'ALL LIGHTS COME INTO VIEW AT 24 FEET.
 DM1414
 DM1414                          STATION RECOVERY (1950)
 DM1414
 DM1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DM1414'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DM1414'DESCRIBED.  THE 1935 AZIMUTH MARK WAS REMOVED AT THE REQUEST OF
 DM1414'THE TEXAS HIGHWAY DEPARTMENT TO CLEAR CONSTRUCTION AREA.
 DM1414'
 DM1414'AN AZIMUTH MARK, A STANDARD DISK STAMPED LADONIA 1935 1950
 DM1414'SET IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, WAS
 DM1414'SET ABOUT 50 FEET WEST OF THE ORIGINAL AZIMUTH MARK AND EXACTLY
 DM1414'IN THE LINE TO THE STATION.  IT IS ABOUT 8 FEET NORTH OF THE ROAD
 DM1414'RIGHT OF WAY LINE AND IN THE SOUTHWEST CORNER OF A PASTURE.
 DM1414
 DM1414                          STATION RECOVERY (1957)
 DM1414
 DM1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1414'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1414'FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT THAT FROM
 DM1414'THE INTERSECTION OF S.H. 34 AND F.M. 64, GO EAST APPROXIMATELY
 DM1414'0.7 MILES TO T-ROAD SOUTH JUST BEFORE A TWO-STORY FRAME
 DM1414'HOUSE ON THE LEFT.  STATION IS IN A COW LOT ON THIS PROPERTY
 DM1414'PER PREVIOUS DESCRIPTION.
 DM1414
 DM1414                          STATION RECOVERY (1957)
 DM1414
 DM1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1414'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DM1414'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 DM1414'WAS DESTROYED WHEN THE ROAD WAS IMPROVED.  AN EARTH TANK
 DM1414'AND SOME CORRALS HAVE BEEN MADE SINCE THE STATION WAS ESTABLISHED
 DM1414'MAKING IT IMPOSSIBLE TO OBTAIN THE HORIZONTAL MEASUREMENTS
 DM1414'TO THE REFERENCE MARKS.  THE HORIZONTAL MEASUREMENTS OBTAINED
 DM1414'PREVIOUSLY WERE ASSUMED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 DM1414'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DM1414'
 DM1414'THE STATION IS 1 MILE EAST OF LADONIA ON LAND OWNED BY MR.
 DM1414'ALBERT A. HIDLER, 106 FEET NORTH-NORTHWEST OF THE NORTHWEST
 DM1414'CORNER OF THE BARN, 65 FEET NORTH-NORTHEAST OF A LONE TREE AND 21
 DM1414'FEET WEST OF THE WEST EDGE OF THE EARTH TANK.  IT IS SET FLUSH AND
 DM1414'IS STAMPED LADONIA 1935.
 DM1414'
 DM1414'REFERENCE MARK NO. 1 IS 53 FEET NORTHWEST OF THE NORTHWEST
 DM1414'CORNER OF AN OLD HOUSE AND 5 FEET WEST OF A FENCE CORNER.
 DM1414'IT PROJECTS 1 INCH AND IS STAMPED LADONIA NO 1 1935.
 DM1414'
 DM1414'REFERENCE MARK NO. 2 IS IN THE SOUTHEAST CORNER OF THE MOST
 DM1414'NORTHERLY OF THREE PENS IN THE CORRAL EAST OF THE BARN, 59
 DM1414'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE BARN,
 DM1414'50 FEET NORTH-NORTHWET OF THE SOUTHEASTCORNER OF THE CORRAL,
 DM1414'40 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BARN AND 21 FEET
 DM1414'SOUTHWEST OF THE NORTHEAST CORNER OF THE CORRAL.  IT IS SET
 DM1414'FLUSH AND IS STAMPED LADONIA 2 1935.
 DM1414'
 DM1414'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 179.11
 DM1414'FEET.
 DM1414'
 DM1414'THE AZIMUTH MARK IS 86 FEET WEST OF A HIGH LINE POLE, 40 FEET
 DM1414'SOUTH OF THE CENTER OF FARM ROAD 64, 1 FOOT NORTHWEST OF
 DM1414'THE WITNESS POST AND 1 FOOT NORTHEAST OF A T FENCE CORNER.  IT IS
 DM1414'SET FLUSH AND IS STAMPED LADONIA 1935 RESET 1957.
 DM1414'
 DM1414'TO REACH THE STATION FROM THE POST OFFICE IN LADONIA GO NORTH ON
 DM1414'FARM ROAD 11 FOR 0.05 MILE TO STATE HIGHWAY 34, GO EAST AND NORTH
 DM1414'ON STATE HIGHWAY 34 FOR 0.4 MILE TO FARM ROAD 64, TURN RIGHT
 DM1414'AND GO EAST ON FARM ROAD 64 FOR 0.15 MILE TO THE AZIMUTH MARK
 DM1414'ON THE RIGHT.  CONTINUE EAST ON FARM ROAD 64 FOR 0.65 MILE
 DM1414'TO A DRIVE WAY ON THE LEFT, TURN LEFT ONTO THE DRIVE WAY
 DM1414'AND GO 0.05 MILE TO A GATE ON THE RIGHT (SOUTHEAST OF MR.
 DM1414'HIDLERS HOUSE), PASS THRU GATE AND GO NORTH FOR 0.05 TO
 DM1414'A GATE, PASS THRU GATE AND CONTINUE NORTH FOR 0.05 MILE TO
 DM1414'AN OPENING IN THE FENCE ON THE LEFT, TURN LEFT AND GO WEST
 DM1414'AND SOUTH FOR ABOUT 100 YARDS TO THE WEST SIDE OF THE EARTH
 DM1414'TANK AND THE STATION AS DESCRIBED.
 DM1414
 DM1414                          STATION RECOVERY (1994)
 DM1414
 DM1414'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1413 ***********************************************************************
 DM1413  DESIGNATION -  LADONIA MUNICIPAL TANK
 DM1413  PID         -  DM1413
 DM1413  STATE/COUNTY-  TX/FANNIN
 DM1413  USGS QUAD   -  LADONIA (1964)
 DM1413
 DM1413                         *CURRENT SURVEY CONTROL
 DM1413  ___________________________________________________________________
 DM1413* NAD 83(1993)-  33 25 35.63204(N)    095 56 49.04126(W)     ADJUSTED  
 DM1413* NAVD 88     -                                                        
 DM1413  ___________________________________________________________________
 DM1413  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DM1413  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DM1413
 DM1413  HORZ ORDER  -  THIRD
 DM1413
 DM1413.The horizontal coordinates were established by classical geodetic methods
 DM1413.and adjusted by the National Geodetic Survey in February 1996..
 DM1413
 DM1413
 DM1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1413
 DM1413.The geoid height was determined by GEOID03.
 DM1413
 DM1413;                    North         East     Units Scale Factor Converg.
 DM1413;SPC TXNC     - 2,198,041.351   837,386.927   MT  0.99989396   +1 23 32.7
 DM1413;SPC TXNC     - 7,211,407.33  2,747,326.94   sFT  0.99989396   +1 23 32.7
 DM1413;UTM  15      - 3,702,461.395   225,992.135   MT  1.00052576   -1 37 27.8
 DM1413;UTM  14      - 3,702,746.276   783,875.573   MT  1.00059365   +1 40 58.6
 DM1413
 DM1413                          SUPERSEDED SURVEY CONTROL
 DM1413
 DM1413  NAD 83(1993)-  33 25 35.63379(N)    095 56 49.03928(W) AD(       ) 4
 DM1413  NAD 83(1986)-  33 25 35.63879(N)    095 56 49.02985(W) AD(       ) 4
 DM1413  NAD 27      -  33 25 35.25900(N)    095 56 48.15600(W) AD(       ) 3
 DM1413
 DM1413.Superseded values are not recommended for survey control.
 DM1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1413.See file dsdata.txt to determine how the superseded data were derived.
 DM1413
 DM1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT2599202461(NAD 83)
 DM1413_MARKER: 53 = ELEVATED TANK
 DM1413
 DM1413  HISTORY     - Date     Condition        Report By
 DM1413  HISTORY     - 1957     FIRST OBSERVED   CGS
 DM1413  HISTORY     - 1958     GOOD             CGS
 DM1413  HISTORY     - 19940404 GOOD             USPSQD
 DM1413
 DM1413                          STATION DESCRIPTION
 DM1413
 DM1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1413'THE STATION IS LOCATED IN THE CENTER OF TOWN, 1 BLOCK NORTH OF
 DM1413'THE POST OFFICE.
 DM1413'
 DM1413'THE TANK IS A STEEL TANK WITH A CONICAL TOP AND SILVER IN COLOR,
 DM1413'MOUNTED ON THE TOP OF A 4 LEGGED STEEL STRUCTURE AND IS 125 FEET
 DM1413'HIGH.  THE TOP AND CENTER OF THE TANK WAS INTERSECTED.
 DM1413
 DM1413                          STATION RECOVERY (1958)
 DM1413
 DM1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DM1413'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1413'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1413
 DM1413                          STATION RECOVERY (1994)
 DM1413
 DM1413'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2288 ***********************************************************************
 AN2288  DESIGNATION -  LADY 1934
 AN2288  PID         -  AN2288
 AN2288  STATE/COUNTY-  TX/CALHOUN
 AN2288  USGS QUAD   -  LONG ISLAND (1973)
 AN2288
 AN2288                         *CURRENT SURVEY CONTROL
 AN2288  ___________________________________________________________________
 AN2288* NAD 83(1993)-  28 18 08.10880(N)    096 30 06.33481(W)     ADJUSTED  
 AN2288* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AN2288  ___________________________________________________________________
 AN2288  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AN2288  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AN2288
 AN2288  HORZ ORDER  -  THIRD
 AN2288
 AN2288.The horizontal coordinates were established by classical geodetic methods
 AN2288.and adjusted by the National Geodetic Survey in February 1996..
 AN2288
 AN2288.The orthometric height was scaled from a topographic map.
 AN2288
 AN2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2288
 AN2288.The geoid height was determined by GEOID03.
 AN2288
 AN2288;                    North         East     Units Scale Factor Converg.
 AN2288;SPC TXSC     - 4,054,588.691   845,029.824   MT  1.00002426   +1 13 26.1
 AN2288;SPC TXSC     -13,302,429.73  2,772,402.01   sFT  1.00002426   +1 13 26.1
 AN2288;UTM  14      - 3,133,218.503   744,987.532   MT  1.00034081   +1 11 06.2
 AN2288
 AN2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2288!SPC TXSC     -   1.00000342  x   1.00002426  =   1.00002768
 AN2288!UTM  14      -   1.00000342  x   1.00034081  =   1.00034423
 AN2288
 AN2288                          SUPERSEDED SURVEY CONTROL
 AN2288
 AN2288  NAD 83(1986)-  28 18 08.11669(N)    096 30 06.31723(W) AD(       ) 3
 AN2288  NAD 27      -  28 18 07.09700(N)    096 30 05.40000(W) AD(       ) 3
 AN2288
 AN2288.Superseded values are not recommended for survey control.
 AN2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2288.See file dsdata.txt to determine how the superseded data were derived.
 AN2288
 AN2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4498833219(NAD 83)
 AN2288_MARKER: DS = TRIANGULATION STATION DISK
 AN2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2288_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2288+STABILITY: SURFACE MOTION
 AN2288
 AN2288  HISTORY     - Date     Condition        Report By
 AN2288  HISTORY     - 1934     MONUMENTED       CGS
 AN2288  HISTORY     - 1938     GOOD             CGS
 AN2288  HISTORY     - 1961     GOOD             USAF
 AN2288  HISTORY     - 1969     GOOD             CGS
 AN2288  HISTORY     - 1972     GOOD             USAF
 AN2288  HISTORY     - 1977     GOOD             NGS
 AN2288
 AN2288                          STATION DESCRIPTION
 AN2288
 AN2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2288'STATION IS LOCATED ABOUT 10 MILES SW OF PORT O CONNOR, ABOUT
 AN2288'5 MILES WSW OF MATAGORDA LIGHTHOUSE, ON MATAGORDA ISLAND.
 AN2288'IT IS SITUATED ON A HIGH SAND MOUND, 1/2 MILE NNW OF GULF
 AN2288'BEACH, AND ABOUT 0.6 MILE SE OF S SHORE OF PRINGE LAKE.
 AN2288'
 AN2288'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2288'NO REFERENCE MARK WAS SET.
 AN2288'
 AN2288'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--GABLE
 AN2288'OF RANCH HOUSE (300 METERS DISTANT), 39 DEG.  MATAGORDA
 AN2288'LIGHTHOUSE, 60 DEG.  AND SE CORNER OF CORRAL (45 METERS
 AN2288'DISTANT), 277 DEG.
 AN2288'
 AN2288'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AN2288
 AN2288                          STATION RECOVERY (1938)
 AN2288
 AN2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2288'STATION IS LOCATED ON MATAGORDA ISLAND, HALFWAY BETWEEN
 AN2288'THE GULF HIGH-WATER LINE AND THE S SHORE OF PRINGE LAKE.
 AN2288'THERE IS A RANCH HOUSE 300 METERS NE OF STATION AND A CORRAL
 AN2288'45 METERS W OF STATION.  STATION IS LOCATED AT THE TOP OF
 AN2288'A SAND RIDGE SOMEWHAT HIGHER THAN THE SURROUNDING PRAIRIE
 AN2288'AND ABOUT 5 MILES WSW OF MATAGORDA LIGHTHOUSE.
 AN2288
 AN2288                          STATION RECOVERY (1961)
 AN2288
 AN2288'RECOVERY NOTE BY US AIR FORCE 1961
 AN2288'STATION RECOVERED IN GOOD CONDITION.  PRESENT DESCRIPTION
 AN2288'OF STATION ERRONEOUS.  STARTING AT THE PRESENT IMHOFF SEWAGE
 AN2288'TANK AT NW EDGE OF AIR FORCE BASE RUNWAUS ON MATAGORDA ISLAND,
 AN2288'ALONG ASPHALTIC RANGE ROAD IN A WESTERLY DIRECTION ABOUT 2.45
 AN2288'MILES.  THENCE 100 METERS SOUTH TO STATION.  THERE ARE TWO
 AN2288'WINDMILLS 200 METERS WEST OF STATION.  SURFACE MARK IS A
 AN2288'STANDARD BRONZE DISK SET IN CONCRETE STAMPED LADY 1934.
 AN2288'NO SEARCH WAS MADE FOR REFERENCE MARKS.
 AN2288
 AN2288                          STATION RECOVERY (1969)
 AN2288
 AN2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2288'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 AN2288'COMPLETE NEW DESCRIPTION FOLLOWS--
 AN2288'
 AN2288'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF PORT O CONNOR,
 AN2288'5 MILES WEST-SOUTHWEST OF MATAGORDA LIGHTHOUSE, 3 MILES
 AN2288'SOUTHWEST OF THE ARMY AIRFORCE BOAT DOCKS ON MATAGORDA ISLAND,
 AN2288'ABOUT 350 FEET SOUTH OF A MACADAMIZED ROAD, ON THE HIGHEST
 AN2288'SAND RIDGE IN THE IMMEDIATE VICINITY.  IT IS A STANDARD
 AN2288'DISK STAMPED LADY 1934, SET IN THE TOP OF A 14 BY 14-INCH
 AN2288'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 AN2288'
 AN2288'THE MARK IS 3 FEET NORTH-NORTHWEST OF A 4-INCH IRON PIPE
 AN2288'WHICH PROJECTS ABOUT 1-1/2 FEET, AND 1-1/2 FEET SOUTH OF
 AN2288'A WITNESS POST WITH SIGN.
 AN2288'
 AN2288'TO REACH THE STATION FROM THE AIRFORCE BOAT DOCKS ON MATAGORDA
 AN2288'ISLAND, GO SOUTH AND SOUTHWESTERLY AROUND THE NORTHWEST
 AN2288'END OF THE AIRFORCE RUNWAY, AND PASSING A SEWAGE PLANT ENROUTE,
 AN2288'GO 1.95 MILES TO HAWES RANCH CAMP ON THE RIGHT.  CONTINUE
 AN2288'SOUTHWEST ON THE MAIN ROAD FOR 1.3 MILES TO THE STATION ON
 AN2288'THE LEFT.
 AN2288'
 AN2288'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 AN2288'SOUTHWEST OF PORT O CONNOR.
 AN2288
 AN2288                          STATION RECOVERY (1972)
 AN2288
 AN2288'RECOVERY NOTE BY US AIR FORCE 1972 (TSM)
 AN2288'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 AN2288
 AN2288                          STATION RECOVERY (1977)
 AN2288
 AN2288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2288'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, NO REFERENCE
 AN2288'MARKS WERE SET AT THIS STATION.  STATION IS ON THE PROPERTY OF THE
 AN2288'U.S. AIR FORCE, MR. ROY BELL AND MR. JOE HAWES HAS THE LAND LEASED,
 AN2288'AND KNOW WHERE THE MARK IS LOCATED.  THE 1969 RECOVERY NOTE IS
 AN2288'ADEQUATE.
 AN2288'
 AN2288'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES SW
 AN2288'OF PORT O CONNOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2165 ***********************************************************************
 AN2165  DESIGNATION -  LAGARTO
 AN2165  PID         -  AN2165
 AN2165  STATE/COUNTY-  TX/LIVE OAK
 AN2165  USGS QUAD   -  SANDIA (1979)
 AN2165
 AN2165                         *CURRENT SURVEY CONTROL
 AN2165  ___________________________________________________________________
 AN2165* NAD 83(1993)-  28 07 02.15055(N)    097 57 29.11201(W)     ADJUSTED  
 AN2165* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 AN2165  ___________________________________________________________________
 AN2165  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AN2165  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AN2165
 AN2165  HORZ ORDER  -  SECOND
 AN2165
 AN2165.The horizontal coordinates were established by classical geodetic methods
 AN2165.and adjusted by the National Geodetic Survey in February 1996..
 AN2165
 AN2165.The orthometric height was scaled from a topographic map.
 AN2165
 AN2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2165
 AN2165.The geoid height was determined by GEOID03.
 AN2165
 AN2165;                    North         East     Units Scale Factor Converg.
 AN2165;SPC TXSC     - 4,031,925.493   702,380.936   MT  1.00008700   +0 30 37.6
 AN2165;SPC TXSC     -13,228,075.55  2,304,394.79   sFT  1.00008700   +0 30 37.6
 AN2165;SPC TX S     - 5,271,637.724   353,250.113   MT  1.00008420   +0 14 45.7
 AN2165;SPC TX S     -17,295,364.77  1,158,954.75   sFT  1.00008420   +0 14 45.7
 AN2165;UTM  14      - 3,110,630.964   602,335.593   MT  0.99972925   +0 29 27.9
 AN2165
 AN2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2165!SPC TXSC     -   0.99999555  x   1.00008700  =   1.00008255
 AN2165!SPC TX S     -   0.99999555  x   1.00008420  =   1.00007975
 AN2165!UTM  14      -   0.99999555  x   0.99972925  =   0.99972480
 AN2165
 AN2165|---------------------------------------------------------------------|
 AN2165| PID    Reference Object                     Distance      Geod. Az  |
 AN2165|                                                           dddmmss.s |
 AN2165| CV5433 LAGARTO RM 1                         20.582 METERS 03205     |
 AN2165| CV5434 LAGARTO RM 2                         19.972 METERS 13753     |
 AN2165| CV5432 LAGARTO AZ MK                                      1652824.0 |
 AN2165|---------------------------------------------------------------------|
 AN2165
 AN2165                          SUPERSEDED SURVEY CONTROL
 AN2165
 AN2165  NAD 83(1986)-  28 07 02.15718(N)    097 57 29.09109(W) AD(       ) 2
 AN2165  NAD 27      -  28 07 01.12100(N)    097 57 28.08400(W) AD(       ) 2
 AN2165
 AN2165.Superseded values are not recommended for survey control.
 AN2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2165.See file dsdata.txt to determine how the superseded data were derived.
 AN2165
 AN2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS0233610631(NAD 83)
 AN2165_MARKER: DS = TRIANGULATION STATION DISK
 AN2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2165+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 AN2165
 AN2165  HISTORY     - Date     Condition        Report By
 AN2165  HISTORY     - 1953     MONUMENTED       CGS
 AN2165  HISTORY     - 1963     GOOD             CGS
 AN2165  HISTORY     - 20010430 GOOD             FRONT
 AN2165  HISTORY     - 20051022 GOOD             INDIV
 AN2165
 AN2165                          STATION DESCRIPTION
 AN2165
 AN2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2165'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF ORANGE GROVE
 AN2165'AND 8 MILES WEST-NORTHWEST OF MATHIS, ON THE LAGARTO SCHOOL
 AN2165'GROUNDS WHICH IS NOW ABANDONED.
 AN2165'
 AN2165'TO REACH FROM THE BEE COUNTY COURT HOUSE IN BEEVILLE, GO SOUTH
 AN2165'ON U.S. HIGHWAY 59, 181 FOR 1.1 MILES TO THE JUNCTION OF U.S.
 AN2165'HIGHWAY 59, 181 AND FARM ROAD 888.  TURN RIGHT ON FARM ROAD
 AN2165'888 AND GO SOUTHERLY FOR 9.9 MILES TO A POINT WHERE FARM
 AN2165'ROAD 797 CROSSES FARM ROAD 888.  CONTINUE STRAIGHT AHEAD
 AN2165'ON FARM ROAD 888 FOR 5.7 MILES TO A POINT WHERE FARM ROAD
 AN2165'796 CROSSES FARM ROAD 888.  CONTINUE STRAIGHT AHEAD ON FARM
 AN2165'ROAD 888 IN A SOUTHWESTERLY DIRECTION FOR 6.3 MILES TO A
 AN2165'POINT WHERE FARM ROAD 888 CROSSES STATE HIGHWAY 9.  CONTINUE
 AN2165'STRAIGHT AHEAD ON FARM ROAD 888 FOR 2.85 MILES TO THE END
 AN2165'OF THE PAVEMENT.  CONTINUE STRAIGHT AHEAD ON GRADED ROAD
 AN2165'FOR 2.4 MILES TO A Y-FORK.  TURN RIGHT AND FOLLOW THE MAIN
 AN2165'TRAVELED ROAD FOR 1.35 MILES TO A TRIANGLE FORMED BY THE
 AN2165'JUNCTION OF SEVERAL TRACK ROADS AND AN OLD BUILDING WITH A
 AN2165'GAS PUMP IN FRONT.  TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD
 AN2165'WESTERLY FOR 0.2 MILE TO A Y-FORK AND AN OLD STORE BUILDING
 AN2165'ON THE RIGHT.  TURN LEFT, PASS THROUGH A WIRE GATE AND
 AN2165'GO ON A TRACK ROAD SOUTH FOR 0.15 MILE TO AN OLD ABANDONED
 AN2165'SCHOOL HOUSE.  TURN RIGHT, GO SOUTHWEST FOR 0.05 MILE TO
 AN2165'THE STATION SITE.
 AN2165'
 AN2165'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2165'POSTS.
 AN2165'
 AN2165'THE STATION MARK IS STAMPED LAGARTO 1953, AND IT PROJECTS
 AN2165'4 INCHES.  THE MARK IS LOCATED 204 FEET WEST OF THE WEST
 AN2165'CORNER OF THE ABANDONED LAGARTO SCHOOL HOUSE.  120 FEET NORTHWEST
 AN2165'OF A POWER LINE POLE.  12 FEET NORTHEAST OF THE SOUTHWEST
 AN2165'SCHOOL YARD FENCE LINE.  AND 11 FEET SOUTHEAST OF A WHITE WITNESS
 AN2165'POST.
 AN2165'
 AN2165'REFERENCE MARK NO. 1 IS STAMPED LAGARTO NO 1 1953, AND IT
 AN2165'PROJECTS 4 INCHES.  THE MARK IS LOCATED 89 FEET NORTHEAST OF
 AN2165'THE SOUTHWEST SCHOOL YARD FENCE LINE.
 AN2165'
 AN2165'REFERENCE MARK NO. 2 IS STAMPED LAGARTO NO 2 1953, AND IT
 AN2165'PROJECTS 4 INCHES.  THE MARK IS LOCATED 12 FEET NORTHEAST OF
 AN2165'THE SOUTHWEST SCHOOL YARD FENCE LINE.
 AN2165'
 AN2165'THE AZIMUTH MARK IS STAMPED LAGARTO 1953, AND IT PROJECTS
 AN2165'4 INCHES.  THE MARK IS LOCATED 0.3 MILES SOUTH OF THE STATION
 AN2165'NEAR THE SOUTH EDGE OF A SLIGHT RISE.  25 YARDS SOUTH OF A
 AN2165'DIM TRACK ROAD.  3 FEET NORTHWEST OF A WHITE WITNESS POST.  AND
 AN2165'1-1/2 FOOT EAST OF A POWER LINE POLE.
 AN2165'
 AN2165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 AN2165'0.05 MILE TO OLD SCHOOL HOUSE.  TURN LEFT, GO NORTH FOR 0.15
 AN2165'MILE TO A WIRE GATE AND REVERSED Y-FORK.  TURN RIGHT AND FOLLOW
 AN2165'THE MAIN TRAVELED ROAD FOR 0.2 MILE TO AN OLD ABANDONED BUILDING
 AN2165'WITH A GAS PUMP IN FRONT.  TURN RIGHT, GO 0.05 MILE TO AN IRON
 AN2165'CATTLE GUARD.  CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED
 AN2165'FOR 0.25 MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT ON A
 AN2165'DIM TRACK ROAD AND GO 0.05 MILE TO A POWER LINE.  TURN LEFT,
 AN2165'GO SOUTH FOR 25 YARDS TO A POWER LINE POLE AND THE AZIMUTH
 AN2165'MARK.
 AN2165'
 AN2165'PROPERTY LEASED BY MR. H.L. DOLAN, LAGARTO, TEXAS.
 AN2165'
 AN2165'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 AN2165
 AN2165                          STATION RECOVERY (1963)
 AN2165
 AN2165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AN2165'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.
 AN2165'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.  IT HAD BEEN DUG
 AN2165'UP AND WAS BESIDE FENCE WEST OF STATION.
 AN2165'
 AN2165'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN2165
 AN2165                          STATION RECOVERY (2001)
 AN2165
 AN2165'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2001 (JLM)
 AN2165'SURFACE MARK DESTROYED
 AN2165'SUB-SURFACE MARK FOUND IN GOOD CONDITION
 AN2165'RM 2 NOT FOUND
 AN2165
 AN2165                          STATION RECOVERY (2005)
 AN2165
 AN2165'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLM)
 AN2165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1098 ***********************************************************************
 BM1098  PACS        -  This is a Primary Airport Control Station.
 BM1098  DESIGNATION -  LAGO
 BM1098  PID         -  BM1098
 BM1098  STATE/COUNTY-  TX/TRAVIS
 BM1098  USGS QUAD   -  MANSFIELD DAM (1986)
 BM1098
 BM1098                         *CURRENT SURVEY CONTROL
 BM1098  ___________________________________________________________________
 BM1098* NAD 83(1993)-  30 29 51.41608(N)    097 58 09.53449(W)     ADJUSTED  
 BM1098* NAVD 88     -       371.98   (meters)    1220.4    (feet)  GPS OBS   
 BM1098  ___________________________________________________________________
 BM1098  X           -    -762,641.307 (meters)                     COMP
 BM1098  Y           -  -5,447,642.358 (meters)                     COMP
 BM1098  Z           -   3,218,202.706 (meters)                     COMP
 BM1098  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 BM1098  ELLIP HEIGHT-         346.65  (meters)          (10/24/00) GPS OBS
 BM1098  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 BM1098
 BM1098  HORZ ORDER  -  B
 BM1098  ELLP ORDER  -  FOURTH    CLASS II
 BM1098
 BM1098.This mark is at Lago Vista Bar-K Airpark (5R3)  (5R3)
 BM1098
 BM1098.The horizontal coordinates were established by GPS observations
 BM1098.and adjusted by the National Geodetic Survey in February 1996..
 BM1098
 BM1098.The orthometric height was determined by GPS observations and a
 BM1098.high-resolution geoid model.
 BM1098
 BM1098.GPS derived orthometric heights for airport stations designated as
 BM1098.PACS or SACS are published to 2 decimal places.  This maintains
 BM1098.centimeter relative accuracy between the PACS and SACS.  It does
 BM1098.not indicate centimeter accuracy relative to other marks which are
 BM1098.part of the NAVD 88 network.
 BM1098
 BM1098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1098
 BM1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1098
 BM1098.The ellipsoidal height was determined by GPS observations
 BM1098.and is referenced to NAD 83.
 BM1098
 BM1098.The geoid height was determined by GEOID03.
 BM1098
 BM1098;                    North         East     Units Scale Factor Converg.
 BM1098;SPC TX C     - 3,094,526.729   926,913.541   MT  0.99992014   +1 13 03.4
 BM1098;SPC TX C     -10,152,626.44  3,041,048.84   sFT  0.99992014   +1 13 03.4
 BM1098;UTM  14      - 3,374,378.807   598,910.082   MT  0.99972069   +0 31 23.2
 BM1098
 BM1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1098!SPC TX C     -   0.99994556  x   0.99992014  =   0.99986571
 BM1098!UTM  14      -   0.99994556  x   0.99972069  =   0.99966627
 BM1098
 BM1098:                Primary Azimuth Mark                     Grid Az
 BM1098:SPC TX C     -  5R3 A                                    160 08 40.6
 BM1098:UTM  14      -  5R3 A                                    160 50 20.8
 BM1098
 BM1098|---------------------------------------------------------------------|
 BM1098| PID    Reference Object                     Distance      Geod. Az  |
 BM1098|                                                           dddmmss.s |
 BM1098| AB6449 5R3 A                               473.779 METERS 1612144.0 |
 BM1098|---------------------------------------------------------------------|
 BM1098
 BM1098                          SUPERSEDED SURVEY CONTROL
 BM1098
 BM1098  ELLIP H (02/20/96)  346.69   (m)                       GP(       ) 1 1
 BM1098  NAD 83(1993)-  30 29 51.41638(N)    097 58 09.53403(W) AD(       ) 3
 BM1098  ELLIP H (02/16/96)  346.87   (m)                       GP(       ) 5 1
 BM1098  NAD 83(1986)-  30 29 51.41937(N)    097 58 09.53603(W) AD(       ) 3
 BM1098  NAD 27      -  30 29 50.70938(N)    097 58 08.46115(W) AD(       ) 3
 BM1098  NGVD 29 (12/08/88)  372.0    (m)         1220.     (f) GPS OBS        
 BM1098
 BM1098.Superseded values are not recommended for survey control.
 BM1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1098.See file dsdata.txt to determine how the superseded data were derived.
 BM1098
 BM1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9891074379(NAD 83)
 BM1098_MARKER: DH = HORIZONTAL CONTROL DISK
 BM1098_SETTING: 66 = SET IN ROCK OUTCROP
 BM1098_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BM1098_STAMPING: LAGO 1988
 BM1098_MARK LOGO: NGS   
 BM1098_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM1098+STABILITY: POSITION/ELEVATION WELL
 BM1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1098+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1995
 BM1098
 BM1098  HISTORY     - Date     Condition        Report By
 BM1098  HISTORY     - 1988     MONUMENTED       NGS
 BM1098  HISTORY     - 19950314 GOOD             NGS
 BM1098
 BM1098                          STATION DESCRIPTION
 BM1098
 BM1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1098'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF JONESTOWN, 3 KM
 BM1098'(1.85 MI) NORTH OF LAGO VISTA, AT THE LAGO VISTA BAR-K AIRPARK.
 BM1098'OWNERSHIP--NATIONAL RESORT COMMUNITY C/O LEON STEWART OR DAVE ROBY,
 BM1098'BOX 903, 10 DAWN DRIVE, LAGO VISTA TX. 78641.  TELEPHONE NUMBER
 BM1098'512-267-1131.
 BM1098'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND FARM
 BM1098'ROAD 1431 AT CEDAR PARK.  GO WEST ON FARM ROAD 1431 FOR 18.8 KM
 BM1098'(11.70 MI) TO LAGO VISTA, AND LOHMAN CROSSING ON THE LEFT.  CONTINUE
 BM1098'NORTHWEST ON FARM ROAD 1431 FOR 2.3 KM (1.45 MI) TO BISON ROAD, ON
 BM1098'THE RIGHT.  TURN RIGHT ON BISON ROAD FOR 0.1 KM (0.05 MI) TO A T
 BM1098'ROAD.  TURN LEFT, STILL ON BISON ROAD, FOR 0.9 KM (0.55 MI) TO BAR-K
 BM1098'ROAD, ON THE LEFT.  TURN LEFT ON BAR-K ROAD FOR 0.5 KM (0.30 MI) TO
 BM1098'WARBONNET ROAD ON THE RIGHT.  TURN RIGHT FOR 0.2 KM (0.10 MI) TO THE
 BM1098'RUNWAY.  TURN LEFT AND GO NORTHWEST ON THE RUNWAY FOR 0.2 KM
 BM1098'(0.10 MI) TO THE STATION ON THE LEFT IN BEDROCK.
 BM1098'THE STATION IS SET 35.5 M (116.5 FT) NORTHEAST OF THE SOUTH CORNER OF
 BM1098'THE FIRST METAL HANGER, 22.1 M (72.5 FT) SOUTHWEST OF THE CENTERLINE
 BM1098'OF THE RUNWAY AND 3.8 M (12.5 FT) NORTHEAST OF A WITNESS POST.
 BM1098'DESCRIBED BY R.D.B.
 BM1098
 BM1098                          STATION RECOVERY (1995)
 BM1098
 BM1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1098'NOTE--GATE COMBINATION IS 0911.  THE STATION IS LOCATED ABOUT 5 KM
 BM1098'(3.10 MI) WEST OF JONESTOWN, 3 KM (1.85 MI) NORTH OF LAGO VISTA, AT
 BM1098'THE LAGO VISTA BAR-K AIRPARK, BETWEEN THE RUNWAY AND A CUTBANK AT
 BM1098'MIDFIELD, AND ADJACENT TO A HANGAR.  OWNERSHIP--CITY OF LAGO VISTA,
 BM1098'LAGO VISTA, TX.  78641.  AIRPORT MANAGER IS CARL B.  VERNON.  PHONE
 BM1098'512-267-4686.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 183 AND
 BM1098'FARM ROAD 1431 AT CEDAR PARK, GO SOUTHWEST ON FARM ROAD 1431 FOR 18.3
 BM1098'KM (11.35 MI) TO LAGO VISTA, AND LOHMAN FORD ROAD ON THE LEFT.
 BM1098'CONTINUE NORTHWEST ON FARM ROAD 1431 FOR 2.44 KM (1.50 MI) TO BISON
 BM1098'ROAD ON THE RIGHT AT THE CITY LIMITS.  TURN RIGHT, WEST AND UPHILL, ON
 BM1098'BISON ROAD FOR 0.08 KM (0.05 MI) TO A T-ROAD.  TURN LEFT,
 BM1098'NORTH-NORTHEAST, STILL ON BISON ROAD, FOR 0.8 KM (0.50 MI) TO A
 BM1098'CROSSROAD (BAR-K ROAD) ON THE LEFT.  TURN LEFT, ON BAR-K ROAD FOR 0.5
 BM1098'KM (0.30 MI) TO WARBONNET ROAD ON THE RIGHT.  TURN RIGHT, FOR 0.13 KM
 BM1098'(0.10 MI) TO THE RUNWAY.  TURN LEFT, NORTHWEST, ALONG THE RUNWAY FOR
 BM1098'0.15 KM (0.10 MI) TO THE STATION ON THE LEFT IN BEDROCK.  THE STATION
 BM1098'IS SET FLUSH IN THE TOP OF A LARGE AREA OF EXPOSED BEDROCK.  IT IS
 BM1098'35.5 M (116.5 FT) NORTHEAST OF THE SOUTH CORNER OF THE FIRST METAL
 BM1098'HANGER, 21.4 M (70.2 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY AND
 BM1098'0.45 M (1.48 FT) NORTHEAST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1099 ***********************************************************************
 BM1099  SACS        -  This is a Secondary Airport Control Station.
 BM1099  DESIGNATION -  LAGO AZ MK
 BM1099  PID         -  BM1099
 BM1099  STATE/COUNTY-  TX/TRAVIS
 BM1099  USGS QUAD   -  NAMELESS (1986)
 BM1099
 BM1099                         *CURRENT SURVEY CONTROL
 BM1099  ___________________________________________________________________
 BM1099* NAD 83(1993)-  30 30 10.87405(N)    097 58 17.42767(W)     ADJUSTED  
 BM1099* NAVD 88     -       374.14   (meters)    1227.5    (feet)  GPS OBS   
 BM1099  ___________________________________________________________________
 BM1099  X           -    -762,807.854 (meters)                     COMP
 BM1099  Y           -  -5,447,313.822 (meters)                     COMP
 BM1099  Z           -   3,218,720.124 (meters)                     COMP
 BM1099  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 BM1099  ELLIP HEIGHT-         348.82  (meters)          (07/23/01) GPS OBS
 BM1099  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 BM1099
 BM1099  HORZ ORDER  -  FIRST
 BM1099  ELLP ORDER  -  FIFTH     CLASS II
 BM1099
 BM1099.This mark is at Lago Vista Bar-K Airpark (5R3)  (5R3)
 BM1099
 BM1099.The horizontal coordinates were established by GPS observations
 BM1099.and adjusted by the National Geodetic Survey in September 1996..
 BM1099
 BM1099.The orthometric height was determined by GPS observations and a
 BM1099.high-resolution geoid model.
 BM1099
 BM1099.GPS derived orthometric heights for airport stations designated as
 BM1099.PACS or SACS are published to 2 decimal places.  This maintains
 BM1099.centimeter relative accuracy between the PACS and SACS.  It does
 BM1099.not indicate centimeter accuracy relative to other marks which are
 BM1099.part of the NAVD 88 network.
 BM1099
 BM1099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1099
 BM1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1099
 BM1099.The ellipsoidal height was determined by GPS observations
 BM1099.and is referenced to NAD 83.
 BM1099
 BM1099.The geoid height was determined by GEOID03.
 BM1099
 BM1099;                    North         East     Units Scale Factor Converg.
 BM1099;SPC TX C     - 3,095,121.278   926,690.397   MT  0.99991932   +1 12 59.3
 BM1099;SPC TX C     -10,154,577.06  3,040,316.74   sFT  0.99991932   +1 12 59.3
 BM1099;UTM  14      - 3,374,975.898   598,694.204   MT  0.99972016   +0 31 19.5
 BM1099
 BM1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1099!SPC TX C     -   0.99994522  x   0.99991932  =   0.99986455
 BM1099!UTM  14      -   0.99994522  x   0.99972016  =   0.99966540
 BM1099
 BM1099                          SUPERSEDED SURVEY CONTROL
 BM1099
 BM1099  ELLIP H (09/03/96)  348.86   (m)                       GP(       ) 5 2
 BM1099  NAD 83(1993)-  30 30 10.87438(N)    097 58 17.42725(W) AD(       ) 3
 BM1099  ELLIP H (02/16/96)  349.05   (m)                       GP(       ) 5 1
 BM1099  NAD 83(1986)-  30 30 10.87738(N)    097 58 17.42925(W) AD(       ) 3
 BM1099  NAD 27      -  30 30 10.16797(N)    097 58 16.35406(W) AD(       ) 3
 BM1099  NGVD 29 (12/08/88)  374.2    (m)         1228.     (f) GPS OBS        
 BM1099
 BM1099.Superseded values are not recommended for survey control.
 BM1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1099.See file dsdata.txt to determine how the superseded data were derived.
 BM1099
 BM1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9869474976(NAD 83)
 BM1099_MARKER: DH = HORIZONTAL CONTROL DISK
 BM1099_SETTING: 66 = SET IN ROCK OUTCROP
 BM1099_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BM1099_STAMPING: LAGO AZ MK 1988
 BM1099_MARK LOGO: NGS   
 BM1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM1099+STABILITY: POSITION/ELEVATION WELL
 BM1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1099+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1995
 BM1099
 BM1099  HISTORY     - Date     Condition        Report By
 BM1099  HISTORY     - 1988     MONUMENTED       NGS
 BM1099  HISTORY     - 19950314 GOOD             NGS
 BM1099
 BM1099                          STATION DESCRIPTION
 BM1099
 BM1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1099'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF JONESTOWN, 3 KM
 BM1099'(1.85 MI) NORTH OF LAGO VISTA, AT THE LAGO VISTA BAR-K AIRPARK.
 BM1099'OWNERSHIP--NATIONAL RESORT COMMUNITY C/O LEON STEWART OR DAVE ROBY,
 BM1099'BOX 903, 10 DAWN DRIVE, LAGO VISTA TX. 78641.  TELEPHONE NUMBER
 BM1099'512-267-1131.
 BM1099'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND FARM
 BM1099'ROAD 1431 AT CEDAR PARK.  GO WEST ON FARM ROAD 1431 FOR 18.8 KM
 BM1099'(11.70 MI) TO LAGO VISTA, AND LOHMAN CROSSING ON THE LEFT.  CONTINUE
 BM1099'NORTHWEST ON FARM ROAD 1431 FOR 2.3 KM (1.45 MI) TO BISON ROAD, ON
 BM1099'THE RIGHT.  TURN RIGHT ON BISON ROAD FOR 0.1 KM (0.05 MI) TO A T
 BM1099'ROAD.  TURN LEFT, STILL ON BISON ROAD, FOR 0.9 KM (0.55 MI) TO BAR-K
 BM1099'ROAD, ON THE LEFT.  TURN LEFT ON BAR-K ROAD FOR 0.5 KM (0.30 MI) TO
 BM1099'WARBONNET ROAD ON THE RIGHT.  TURN RIGHT FOR 0.2 KM (0.10 MI) TO THE
 BM1099'RUNWAY.  TURN LEFT AND GO NORTHWEST ALONG THE RUNWAY FOR 0.8 KM
 BM1099'(0.50 MI) TO THE STATION ON THE LEFT IN BEDROCK.
 BM1099'THE AZIMUTH IS SET 52.8 M (173.2 FT) SOUTHEAST OF THE NORTHWEST RUNWAY
 BM1099'END 30.0 M (98.4 FT) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, 9.0 M
 BM1099'(29.5 FT) NORTHEAST OF A FENCE LINE AND 0.6 M (2.0 FT) NORTHEAST OF A
 BM1099'WITNESS POST.
 BM1099'DESCRIBED BY R.D.B.
 BM1099
 BM1099                          STATION RECOVERY (1995)
 BM1099
 BM1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1099'NOTE--GATE COMBINATION IS 0911.  THE STATION IS LOCATED ABOUT 5 KM
 BM1099'(3.10 MI) WEST OF JONESTOWN, 3 KM (1.85 MI) NORTH OF LAGO VISTA, AT
 BM1099'THE LAGO VISTA BAR-K AIRPARK, IN LOW BRUSH ALONG THE WEST SIDE OF THE
 BM1099'RUNWAY, AND JUST SOUTH OF THE TURN-AROUND AT RUNWAY END 15.
 BM1099'OWNERSHIP--CITY OF LAGO VISTA, LAGO VISTA, TX.  78641.  AIRPORT
 BM1099'MANAGER IS CARL B.  VERNON.  PHONE 512-267-4686. TO REACH FROM THE
 BM1099'JUNCTION OF U.S.  HIGHWAY 183 AND FARM ROAD 1431 AT CEDAR PARK, GO
 BM1099'SOUTHWEST ON FARM ROAD 1431 FOR 18.3 KM (11.35 MI) TO LAGO VISTA, AND
 BM1099'LOHMAN FORD ROAD ON THE LEFT.  CONTINUE NORTHWEST ON FARM ROAD 1431
 BM1099'FOR 2.44 KM (1.50 MI) TO BISON ROAD ON THE RIGHT AT THE CITY LIMITS.
 BM1099'TURN RIGHT, WEST AND UPHILL, ON BISON ROAD FOR 0.08 KM (0.05 MI) TO A
 BM1099'T-ROAD.  TURN LEFT, NORTH-NORTHEAST, STILL ON BISON ROAD, FOR 0.8 KM
 BM1099'(0.50 MI) TO A CROSSROAD (BAR-K ROAD) ON THE LEFT.  TURN LEFT, ON
 BM1099'BAR-K ROAD FOR 0.5 KM (0.30 MI) TO WARBONNET ROAD ON THE RIGHT.  TURN
 BM1099'RIGHT, FOR 0.13 KM (0.10 MI) TO THE RUNWAY.  TURN LEFT, NORTHWEST,
 BM1099'ALONG THE RUNWAY FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT IN
 BM1099'BEDROCK. THE STATION IS SET FLUSH IN THE TOP OF A 0.3 M (1.0 FT) X 0.2
 BM1099'M (0.7 FT) AREA OF EXPOSED BEDROCK PROJECTING 5 CM.  IT IS 51.3 M
 BM1099'(168.3 FT) SOUTH OF THE CENTER OF THE RUNWAY END, 28.6 M (93.8 FT)
 BM1099'SOUTHWEST OF THE CENTER OF THE RUNWAY, 8.8 M (28.9 FT) NORTHEAST OF A
 BM1099'FENCE LINE, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST. DESCRIBED
 BM1099'BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0372 ***********************************************************************
 AY0372  DESIGNATION -  LAGUNA
 AY0372  PID         -  AY0372
 AY0372  STATE/COUNTY-  TX/BEXAR
 AY0372  USGS QUAD   -  SOUTHTON (1992)
 AY0372
 AY0372                         *CURRENT SURVEY CONTROL
 AY0372  ___________________________________________________________________
 AY0372* NAD 83(1993)-  29 18 34.82165(N)    098 23 36.20710(W)     ADJUSTED  
 AY0372* NAVD 88     -       175.551  (meters)     575.95   (feet)  POSTED    
 AY0372  ___________________________________________________________________
 AY0372  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AY0372  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY0372  DYNAMIC HT  -         175.300 (meters)     575.13  (feet)  COMP
 AY0372  MODELED GRAV-     979,193.6   (mgal)                       NAVD 88
 AY0372
 AY0372  HORZ ORDER  -  FIRST
 AY0372  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AY0372
 AY0372.The horizontal coordinates were established by classical geodetic methods
 AY0372.and adjusted by the National Geodetic Survey in February 1996..
 AY0372
 AY0372.The orthometric height was determined by differential leveling
 AY0372.and adjusted by the National Geodetic Survey in 1992..
 AY0372.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AY0372.rate greater than 8.0 mm/km.
 AY0372
 AY0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0372
 AY0372.The geoid height was determined by GEOID03.
 AY0372
 AY0372.The dynamic height is computed by dividing the NAVD 88
 AY0372.geopotential number by the normal gravity value computed on the
 AY0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0372.degrees latitude (g = 980.6199 gals.).
 AY0372
 AY0372.The modeled gravity was interpolated from observed gravity values.
 AY0372
 AY0372;                    North         East     Units Scale Factor Converg.
 AY0372;SPC TXSC     - 4,163,770.176   658,921.979   MT  0.99986334   +0 17 49.9
 AY0372;SPC TXSC     -13,660,635.99  2,161,813.19   sFT  0.99986334   +0 17 49.9
 AY0372;UTM  14      - 3,242,448.144   558,907.302   MT  0.99964282   +0 17 49.1
 AY0372
 AY0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0372!SPC TXSC     -   0.99997645  x   0.99986334  =   0.99983980
 AY0372!UTM  14      -   0.99997645  x   0.99964282  =   0.99961928
 AY0372
 AY0372|---------------------------------------------------------------------|
 AY0372| PID    Reference Object                     Distance      Geod. Az  |
 AY0372|                                                           dddmmss.s |
 AY0372| AY0373 LAGUNA RM 1                          35.924 METERS 02320     |
 AY0372| AY0371 LAGUNA AZ MK                                       1160823.0 |
 AY0372| AY0374 LAGUNA RM 2                          21.418 METERS 11648     |
 AY0372| AY1833 SASPAMCO DICKY CLAY MFG PLT TK      APPROX.11.9 KM 1300949.1 |
 AY0372| AY1847 SOUTHTON SAN ANTON COT MILL TK      APPROX. 3.7 KM 2543654.8 |
 AY0372| AY1854 SAN ANTONIO BEXAR AGED HOME TK      APPROX. 2.8 KM 2734024.0 |
 AY0372|---------------------------------------------------------------------|
 AY0372
 AY0372                          SUPERSEDED SURVEY CONTROL
 AY0372
 AY0372  NAD 83(1986)-  29 18 34.82657(N)    098 23 36.18897(W) AD(       ) 1
 AY0372  NAD 27      -  29 18 33.97100(N)    098 23 35.13700(W) AD(       ) 1
 AY0372  NGVD 29 (??/??/92)  175.415  (m)          575.51   (f) ADJ UNCH    1 2
 AY0372
 AY0372.Superseded values are not recommended for survey control.
 AY0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0372.See file dsdata.txt to determine how the superseded data were derived.
 AY0372
 AY0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5890742448(NAD 83)
 AY0372_MARKER: DS = TRIANGULATION STATION DISK
 AY0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0372_STAMPING: LAGUNA 1953
 AY0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0372+STABILITY: SURFACE MOTION
 AY0372
 AY0372  HISTORY     - Date     Condition        Report By
 AY0372  HISTORY     - 1953     MONUMENTED       CGS
 AY0372  HISTORY     - 1953     GOOD             AMS
 AY0372  HISTORY     - 1953     GOOD             CGS
 AY0372  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0372  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0372
 AY0372                          STATION DESCRIPTION
 AY0372
 AY0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0372'THE STATION SITE IS ABOUT 10 MILES SOUTHEAST OF THE CENTER
 AY0372'OF SAN ANTONIO AND 2 MILES NORTHEAST OF THE SMALL COMMUNITY
 AY0372'OF SOUTHTON, AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 181.
 AY0372'
 AY0372'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 181 AND LOOP 13,
 AY0372'WHICH IS ABOUT 6.5 MILES SOUTHEAST OF THE CENTER OF SAN
 AY0372'ANTONIO, BY GOING SOUTHERLY ON U.S. HIGHWAY 181 FOR 4.9
 AY0372'MILES TO AN ANGLING CROSS ROADS AND THE HILLTOP GARAGE ON THE
 AY0372'LEFT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 181 FOR 0.3 MILE
 AY0372'TO THE STATION ON THE RIGHT AS DESCRIBED.
 AY0372'
 AY0372'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0372'STAMPED LAGUNA 1953 IS 59 FEET SOUTHWEST OF THE CENTERLINE OF
 AY0372'U.S. HIGHWAY 181, 6 FEET NORTHEAST OF A FENCE CORNER POST,
 AY0372'AND 1 FOOT NORTHEAST OF A FENCE.  THE MARK PROJECTS 5 INCHES.
 AY0372'
 AY0372'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AY0372'MONUMENT, STAMPED LAGUNA NO 1 1953 IS 58 FEET NORTHEAST OF THE
 AY0372'CENTERLINE OF THE HIGHWAY, 54 FEET NORTHWEST OF TELEPHONE
 AY0372'POLE NO. M-127, AND 1 FOOT SOUTHWEST OF A FENCE.  THE MARK
 AY0372'PROJECTS 6 INCHES.
 AY0372'
 AY0372'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0372'STAMPED LAGUNA NO 2 1953 IS 59 FEET SOUTHWEST OF THE CENTERLINE
 AY0372'OF THE HIGHWAY AND 1.5 FEET NORTHEAST OF THE FENCE.  THE MONUMENT
 AY0372'PROJECTS 7 INCHES.
 AY0372'
 AY0372'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0372'STAMPED LAGUNA 1953 IS 0.3 MILE SOUTHEAST OF THE STATION VIA
 AY0372'U.S. HIGHWAY 181, 63 FEET NORTHEAST OF THE CENTERLINE OF THE
 AY0372'HIGHWAY, 22.5 FEET SOUTHEAST OF TELEPHONE POLE NO. M-136,
 AY0372'AND 1.5 FEET WEST OF A FENCE CORNER POST.  THE MARK PROJECTS
 AY0372'5 INCHES.
 AY0372'
 AY0372'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY0372
 AY0372                          STATION RECOVERY (1953)
 AY0372
 AY0372'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY0372'STATION WAS RECOVERED IN GOOD CONDITION AND IS 59 FEET S-SW
 AY0372'OF THE CENTERLINE OF U.S. ROUTE 181, AND IT IS 6 FT. W-NW
 AY0372'OF THE INTERSECTION OF FENCE LINES.
 AY0372
 AY0372                          STATION RECOVERY (1953)
 AY0372
 AY0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AY0372'5.2 MI SE FROM SAN ANTONIO.
 AY0372'5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS JUNCTION WITH LOOP
 AY0372'13 (MILITARY DRIVE) AT SAN ANTONIO, 59 FEET SOUTHWEST OF THE CENTER
 AY0372'LINE OF THE HIGHWAY, 6 FEET NORTHWEST OF A FENCE LEADING SOUTHWEST, 1
 AY0372'FOOT NORTHEAST OF A FENCE, 2.7 FEET NORTHWEST OF A WITNESS POST, SET
 AY0372'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AY0372'GROUND.
 AY0372
 AY0372                          STATION RECOVERY (1980)
 AY0372
 AY0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0372'SEARCHED FOR, NOT RECOVERED.
 AY0372
 AY0372                          STATION RECOVERY (1995)
 AY0372
 AY0372'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1543 ***********************************************************************
 AB1543  DESIGNATION -  LAGUNA
 AB1543  PID         -  AB1543
 AB1543  STATE/COUNTY-  TX/CAMERON
 AB1543  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB1543
 AB1543                         *CURRENT SURVEY CONTROL
 AB1543  ___________________________________________________________________
 AB1543* NAD 83(1993)-  26 12 33.60401(N)    097 25 38.19109(W)     ADJUSTED  
 AB1543* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AB1543  ___________________________________________________________________
 AB1543  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 AB1543  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 AB1543
 AB1543  HORZ ORDER  -  SECOND
 AB1543
 AB1543.The horizontal coordinates were established by classical geodetic methods
 AB1543.and adjusted by the National Geodetic Survey in February 1996..
 AB1543
 AB1543.The orthometric height was scaled from a topographic map.
 AB1543
 AB1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1543
 AB1543.The geoid height was determined by GEOID03.
 AB1543
 AB1543;                    North         East     Units Scale Factor Converg.
 AB1543;SPC TX S     - 5,060,580.353   407,205.271   MT  0.99998953   +0 29 13.3
 AB1543;SPC TX S     -16,602,920.71  1,335,972.63   sFT  0.99998953   +0 29 13.3
 AB1543;UTM  14      - 2,899,819.223   657,126.737   MT  0.99990483   +0 41 41.1
 AB1543
 AB1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1543!SPC TX S     -   1.00000286  x   0.99998953  =   0.99999239
 AB1543!UTM  14      -   1.00000286  x   0.99990483  =   0.99990769
 AB1543
 AB1543|---------------------------------------------------------------------|
 AB1543| PID    Reference Object                     Distance      Geod. Az  |
 AB1543|                                                           dddmmss.s |
 AB1543| CV2540 LAGUNA RM 1                          22.450 METERS 10949     |
 AB1543| CV2539 LAGUNA AZ MK                                       1303016.4 |
 AB1543| CV2541 LAGUNA RM 2                          22.565 METERS 23835     |
 AB1543|---------------------------------------------------------------------|
 AB1543
 AB1543                          SUPERSEDED SURVEY CONTROL
 AB1543
 AB1543  NAD 83(1986)-  26 12 33.61691(N)    097 25 38.14962(W) AD(       ) 2
 AB1543  NAD 27      -  26 12 32.34300(N)    097 25 37.21800(W) AD(       ) 2
 AB1543
 AB1543.Superseded values are not recommended for survey control.
 AB1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1543.See file dsdata.txt to determine how the superseded data were derived.
 AB1543
 AB1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5712799819(NAD 83)
 AB1543_MARKER: DS = TRIANGULATION STATION DISK
 AB1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1543
 AB1543  HISTORY     - Date     Condition        Report By
 AB1543  HISTORY     - 1947     MONUMENTED       CGS
 AB1543  HISTORY     - 1950     GOOD             CGS
 AB1543  HISTORY     - 1962     GOOD             SUNOCO
 AB1543  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB1543
 AB1543                          STATION DESCRIPTION
 AB1543
 AB1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1543'STATION IS LOCATED ABOUT 10 MILES NORTH AND 9 MILES EAST
 AB1543'OF RIO HONDO.  IT IS 54 FEET NORTH OF THE CENTERLINE OF A
 AB1543'CONCRETE ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK
 AB1543'IS STAMPED LAGUNA 1947.
 AB1543'
 AB1543'REFERENCE MARK NO. 1 IS 73.66 FEET EAST OF THE STATION.  IT
 AB1543'IS 2 FEET SOUTH OF A FENCE CORNER AND 70 FEET NORTH OF THE
 AB1543'CENTERLINE OF A CONCRETE ROAD.  THE MARK PROJECTS 2 INCHES
 AB1543'AND THE DISK IS STAMPED LAGUNA NO 1 1947.
 AB1543'
 AB1543'REFERENCE MARK NO. 2 IS 74.03 FEET SOUTH OF THE STATION.  IT
 AB1543'IS 20 FEET SOUTH OF THE CENTERLINE OF A CONCRETE ROAD.  THE
 AB1543'DISK IS SET FLUSH IN THE HEADWALL OF A CONCRETE CULVERT
 AB1543'AND IS STAMPED LAGUNA NO 2 1947.
 AB1543'
 AB1543'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS
 AB1543'45 FEET SOUTH OF THE CENTERLINE OF A CONCRETE ROAD, 1 FOOT
 AB1543'NORTH OF A FENCELINE AND 2 FEET WEST OF A WHITE POST.  THE
 AB1543'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED LAGUNA 1947.
 AB1543'
 AB1543'TO REACH THE STATION FROM THE RAILROAD CROSSING IN LOS FRESOS,
 AB1543'GO NORTH ON PAVED ROAD FOR 4.2 MILES, TO THE END OF PAVEMENT,
 AB1543'CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 6.3 MILES TO ITS
 AB1543'INTERSECTION WITH A SURFACED ROAD, TURN RIGHT AND GO EAST
 AB1543'ON SURFACED ROAD FOR 2.4 MILES TO THE STATION ON THE LEFT
 AB1543'AS DESCRIBED.
 AB1543'
 AB1543'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON SURFACED
 AB1543'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AB1543'
 AB1543'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB1543
 AB1543                          STATION RECOVERY (1950)
 AB1543
 AB1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1543'STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 AB1543'AZIMUTH MARK, RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AB1543'BY R.C.B. 1947, IS ADEQUATE.
 AB1543
 AB1543                          STATION RECOVERY (1962)
 AB1543
 AB1543'RECOVERY NOTE BY SUN OIL COMPANY 1962 (RRH)
 AB1543'STATION FOUND IN EXCELLENT CONDITION ABOUT 3 INCHES BELOW
 AB1543'SURFACE.  R.M. 1 DESTROYED, MONUMENT LYING NEARBY.  R.M. 2
 AB1543'DESTROYED, CULVERT REMOVED FROM ROAD.  COULD NOT LOCATE
 AB1543'AZIMUTH MARK.
 AB1543'
 AB1543'STATION IS LOCATED ABOUT 10 MILES NORTH AND 9 MILES EAST
 AB1543'OF RIO HONDO.  IT IS 51 FEET NE OF THE CENTERLINE OF A MACADAM
 AB1543'SURFACE (MACADAM COVERES CONCRETE) ROAD.  MARK IS 3 IN BELOW
 AB1543'SURFACE AND HAS TWO WITNESSES.  1, TELEPHONE POLE ON SW
 AB1543'SIDE ROAD MARKED 240 - E - 24 AND IT BEARS S 49 DEG W FOR
 AB1543'101.5 FEET.  2, POWER POLE ON NE SIDE ROAD MARKED 14F - 205
 AB1543'AND IT IS 115 FEET NW OF STATION SITE.  THERE IS AN OLD GATE
 AB1543'POST IN THE NE ROAD ROW THAT IS 32 FEET NW OF THE STATION
 AB1543'SITE.
 AB1543'
 AB1543'TO REACH THE STATION FROM THE RAILROAD STATION IN RIO HONDO,
 AB1543'GO EASTERLY ON STATE FARM ROAD 106 FOR 0.6 MILES TO FORK
 AB1543'AT JUNCTION WITH TEX HWY 345, BEAR RIGHT FOR 0.05 MILES TO
 AB1543'T-ROAD LEFT, TURN LEFT AND CONTINUE EASTERLY ON FR 106 FOR
 AB1543'2.3 MILES TO WHERE 106 TURNS NORTHERLY, CONTINUE STRAIGHT AHEAD
 AB1543'(EASTERLY) ON MACADAM ROAD (FOLLOWING FARM ROAD 803) FOR 1.75
 AB1543'MILES TO WHERE 803 TURNS SOUTHERLY, CONTINUE STRAIGHT AHEAD
 AB1543'(EASTERLY) ON MACADAM (FOLLOWING FARM ROAD 2358) FOR 2.55
 AB1543'MILES TO WHERE 2358 TURNS NORTHERLY, CONTINUE STRAIGHT AHEAD
 AB1543'(EASTERLY) ON MACADAM ROAD (ATASCOSA WILDLIFE REFUGE
 AB1543'HEADQUARTERS ROAD) FOR 2.4 MILES TO STATION SITE ON THE
 AB1543'LEFT AS DESCRIBED.
 AB1543
 AB1543                          STATION RECOVERY (1991)
 AB1543
 AB1543'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1447 ***********************************************************************
 AB1447  DESIGNATION -  LAGUNA 1939
 AB1447  PID         -  AB1447
 AB1447  STATE/COUNTY-  TX/KENEDY
 AB1447  USGS QUAD   -  POTRERO LOPENO SE (1975)
 AB1447
 AB1447                         *CURRENT SURVEY CONTROL
 AB1447  ___________________________________________________________________
 AB1447* NAD 83(1993)-  26 53 10.22923(N)    097 22 19.06120(W)     ADJUSTED  
 AB1447* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1447  ___________________________________________________________________
 AB1447  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AB1447  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AB1447
 AB1447  HORZ ORDER  -  SECOND
 AB1447
 AB1447.The horizontal coordinates were established by classical geodetic methods
 AB1447.and adjusted by the National Geodetic Survey in February 1996..
 AB1447
 AB1447.The orthometric height was scaled from a topographic map.
 AB1447
 AB1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1447
 AB1447.The geoid height was determined by GEOID03.
 AB1447
 AB1447;                    North         East     Units Scale Factor Converg.
 AB1447;SPC TX S     - 5,135,611.941   412,062.793   MT  0.99989679   +0 30 43.7
 AB1447;SPC TX S     -16,849,086.84  1,351,909.35   sFT  0.99989679   +0 30 43.7
 AB1447;UTM  14      - 2,974,867.241   661,701.417   MT  0.99992280   +0 44 11.0
 AB1447
 AB1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1447!SPC TX S     -   1.00000342  x   0.99989679  =   0.99990021
 AB1447!UTM  14      -   1.00000342  x   0.99992280  =   0.99992622
 AB1447
 AB1447:                Primary Azimuth Mark                     Grid Az
 AB1447:SPC TX S     -  SWIM                                     167 38 42.2
 AB1447:UTM  14      -  SWIM                                     167 25 14.9
 AB1447
 AB1447|---------------------------------------------------------------------|
 AB1447| PID    Reference Object                     Distance      Geod. Az  |
 AB1447|                                                           dddmmss.s |
 AB1447| AB1453 SWIM                                APPROX. 5.2 KM 1680925.9 |
 AB1447| AB1452 METEOR 1939                         APPROX. 6.7 KM 1710703.5 |
 AB1447| AB1445 SINK                                APPROX. 4.0 KM 3562152.7 |
 AB1447|---------------------------------------------------------------------|
 AB1447
 AB1447                          SUPERSEDED SURVEY CONTROL
 AB1447
 AB1447  NAD 83(1986)-  26 53 10.24746(N)    097 22 19.03212(W) AD(       ) 2
 AB1447  NAD 27      -  26 53 09.04500(N)    097 22 18.09800(W) AD(       ) 2
 AB1447
 AB1447.Superseded values are not recommended for survey control.
 AB1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1447.See file dsdata.txt to determine how the superseded data were derived.
 AB1447
 AB1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6170174867(NAD 83)
 AB1447_MARKER: P = PIPE CAP
 AB1447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1447_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1447
 AB1447  HISTORY     - Date     Condition        Report By
 AB1447  HISTORY     - 1939     MONUMENTED       CGS
 AB1447  HISTORY     - 1946     GOOD             SUNOCO
 AB1447  HISTORY     - 1949     GOOD             CGS
 AB1447  HISTORY     - 1958     GOOD             SHELL
 AB1447  HISTORY     - 1968     GOOD             CGS
 AB1447  HISTORY     - 1969     GOOD             CGS
 AB1447  HISTORY     - 1979     GOOD             NGS
 AB1447
 AB1447                          STATION DESCRIPTION
 AB1447
 AB1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1447'STATION LAGUNA IS LOCATED ABOUT 55.25 MILES SSW OF CORPUS
 AB1447'CHRISTI PASS AND ABOUT 58.75 MILES NNW OF BRAZOS SANTIAGO
 AB1447'PASS.  IT IS OPPOSITE MESQUITE RINCON ABOUT 1/2 MILE W OF
 AB1447'BEACH, NEAR W SIDE OF PADRE ISLAND AND ABOUT 150 FEET E OF
 AB1447'THE END OF A BLUNT POINT OF A DUNE EXTENDING INTO BARE SAND
 AB1447'FLATS.
 AB1447'
 AB1447'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1447'TOP OF A 3-INCH GALVANIZED-IRON PIPE 6 FEET LONG, EMBEDDED
 AB1447'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1447'
 AB1447'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1447
 AB1447                          STATION RECOVERY (1946)
 AB1447
 AB1447'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AB1447'MARK IS IN PLACE AND IN GOOD CONDITION.  DISTANCE FROM E
 AB1447'BEACH IS 1,390 FEET.
 AB1447
 AB1447                          STATION RECOVERY (1949)
 AB1447
 AB1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1447'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AB1447'
 AB1447'LOCATED ON PADRE ISLAND, ABOUT 50.0 MILES S OF CORPUS CHRISTI-PADRE
 AB1447'ISLAND CAUSEWAY.
 AB1447'
 AB1447'TO REACH FROM E END OF CAUSEWAY, GO SE TO GULF MEAN HIGH-WATER
 AB1447'LINE, THEN S ALONG BEACH ABOUT 27.0 MILES TO YARBOROUGH
 AB1447'PASS (A CUT FROM GULF TO LAGUNA), CONTINUE 21.6 MILES TO
 AB1447'MOUTH OF S ONE OF TWO LARGE WASHES (LEADING W), CONTINUE
 AB1447'0.65 MILE PAST TWO NARROW WASHES TO A SADDLE IN DUNE LINE,
 AB1447'TURN W (RIGHT) 1,600 FEET TO STATION.  STATION IS 150 FEET
 AB1447'W OF ROW OF LOW DUNES RUNNING N-S, 700 FEET E OF E EDGE OF
 AB1447'DRIFT SAND, 15 FEET E OF A SMALL DUNE, ON A GRASS FLAT, AND
 AB1447'3.0 FEET W OF A 4- BY 4-INCH WOODEN WITNESS POST.
 AB1447'
 AB1447'STATION MARK IS A BRONZE DISK, STAMPED LAGUNA 1939, SCREWED
 AB1447'TO THE TOP OF A 3-INCH GALVANIZED-IRON PIPE EMBEDDED IN
 AB1447'CONCRETE AND PROJECTING 14 INCHES ABOVE THE GROUND.
 AB1447
 AB1447                          STATION RECOVERY (1958)
 AB1447
 AB1447'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1447'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AB1447
 AB1447                          STATION RECOVERY (1968)
 AB1447
 AB1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1447'STATION MARK RECOVERED IN GOOD CONDITION.  THERE IS A 30
 AB1447'FOOT O STAND, CONSTRUCTED OF 10 INCH DIAMETER POWER POLES,
 AB1447'OVER THE STATION.
 AB1447'
 AB1447'TO REACH THE STATION FROM THE NUECES COUNTY PARK PIER (BOB
 AB1447'HALL PIER) ON PADRE ISLAND, PROCEED SOUTH-SOUTHWESTERLY
 AB1447'ALONG THE BEACH 11.0 MILES TO THE PADRE ISLAND NATIONAL
 AB1447'SEASHORE NORTH DISTRICT RANGER HEADQUARTERS, CONTINUE ALONG
 AB1447'THE BEACH 33.0 MILES TO A BEACH HOUSE, CONTINUE PAST THE
 AB1447'HOUSE 6.8 MILES TO A WASH THROUGH THE DUNES, TURN RIGHT
 AB1447'AND GO WEST BETWEEN DUNES 0.1 MILE, THEN TURN SOUTHWEST
 AB1447'(LEFT) AND PROCEED 0.2 MILES ACROSS GRASS FLATS TO THE
 AB1447'STATION.  A 4 WHEEL DRIVE VEHICLE IS NECESSARY TO REACH THE
 AB1447'STATION.
 AB1447
 AB1447                          STATION RECOVERY (1969)
 AB1447
 AB1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1447'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 AB1447'IN GOOD CONDITION.  THE STATION IS UNDER A 3-LEGGED TOWER
 AB1447'ABOUT 35 FEET HIGH, CONSTRUCTED OF CREOSOTED POLES.  THE
 AB1447'TOWER IS VISIBLE FOR SOME DISTANCE.
 AB1447'
 AB1447'TO REACH THE STATION FROM THE ENTRANCE TO THE PADRE ISLAND
 AB1447'CAUSEWAY (JUST SOUTH OF THE CORPUS CHRISTI NAVAL AIR STATION),
 AB1447'GO EASTERLY ACROSS THE CAUSEWAY FOR 4.9 MILES TO A JUNCTION
 AB1447'OF PARK ROADS 22 AND 53.  KEEP STRAIGHT AHEAD ON PARK ROAD 53
 AB1447'FOR 15.65 MILES TO THE END OF THE PAVEMENT AT THE GULF BEACH.
 AB1447'TURN RIGHT AND GO SOUTHERLY DOWN THE BEACH FOR 7.0 MILES
 AB1447'TO A SIGN 4-WHEEL DRIVE VEHICLES ONLY BEYOND THIS POINT.
 AB1447'CONTINUE SOUTHERLY ALONG BEACH FOR 8.9 MILES TO YARBOROUGH
 AB1447'PASS (NOW FILLED WITH SAND).  CONTINUE SOUTHERLY ALONG THE
 AB1447'BEACH FOR 3.95 MILES TO A BROAD PASS AND A TRACK ROAD
 AB1447'LEADING WEST OFF THE BEACH.  TURN RIGHT ON THE TRACK ROAD
 AB1447'AND GO SOUTHWEST AND SOUTH FOR 0.8 MILE TO A REVERSE
 AB1447'Y-INTERSECTION.  KEEP STRAIGHT AHEAD, SOUTHERLY ON MAIN
 AB1447'TRAVELED ROAD FOR 12.35 MILES TO A POINT WHERE THE ROAD
 AB1447'CURVES SOUTHEAST TOWARD A LONE BEACH CABIN.  TURN LEFT
 AB1447'AND FOLLOW THE TRACK ROAD FOR 0.6 MILE TO THE
 AB1447'BEACH AT THE CABIN.  TURN RIGHT AND FOLLOW ALONG THE
 AB1447'BEACH FOR 3.5 MILES TO A CUT THROUGH THE DUNE LINE.
 AB1447'CONTINUE SOUTH ALONG BEACH FOR 3.35 MILES TO A LOW
 AB1447'SADDLE.  TURN RIGHT THROUGH THE SADDLE AND GO SOUTHWEST FOR 0.4
 AB1447'MILE TO THE 35-FOOT TOWER AND THE STATION.
 AB1447
 AB1447                          STATION RECOVERY (1979)
 AB1447
 AB1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1447'STATION NOT OCCUPIED.
 AB1447'
 AB1447'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY
 AB1447'L. F. S. IN 1969.
 AB1447'
 AB1447'NO REFERENCE OR AZIMUTH MARKS HAVE BEEN SET AT THIS STATION.
 AB1447'
 AB1447'STATION MARK IS A STANDARD DISK, STAMPED LAGUNA 1939, ON TOP OF A
 AB1447'3-INCH IRON PIPE THAT PROJECTS 14 INCHES.  THERE IS A 3-LEGGED TOWER
 AB1447'(OF CREOSOTED WOOD POLES) ABOUT 35 FEET HIGH IN PLACE OVER THE
 AB1447'MARK.  THIS TOWER IS VISIBLE AT QUITE A DISTANCE FROM THE TOPS OF
 AB1447'THE SAND DUNES AND REALLY AIDS IN RECOVERY OF THIS STATION AND AS
 AB1447'A CHECKPOINT IN RECOVERY OF OTHER STATIONS.
 AB1447'
 AB1447'TO REACH FROM THE END OF THE PAVED ROAD (PARK POAD 22) ABOUT 2 MILES
 AB1447'SOUTH OF THE PADRE ISLAND NATIONAL SEASHORE INFORMATION OFFICE, GO
 AB1447'SOUTH ALONG BEACH (NEED 4-WHEEL DRIVE AFTER FIRST 4 OR 5 MILES) FOR
 AB1447'16 MILES TO YARBOROUGH PASS (NOW FILLED WITH SAND, BUT THERE IS A
 AB1447'SIGN YARBOROUGH PASS), AND A TRACK SIDE ROAD RIGHT.  CONTINUE
 AB1447'SOUTH ALONG BEACH FOR 18 MILES TO A CUT THROUGH THE SAND DUNES
 AB1447'(FORM GULF TO BAY).  (WATER IS ABOUT 10 INCHES DEEP AND 10 FEET
 AB1447'WIDE AT HIGH TIDE.)  CROSS AND CONTINUE ALONG BEACH FOR 4.0
 AB1447'MILES TO A LOW SADDLE ON THE RIGHT AND END OF TRUCK TRAVEL.  PACK
 AB1447'WEST ACROSS SAND DUNES FOR ABOUT 0.4 MILE TO TOWER AND STATION.
 AB1447'
 AB1447'NOTE--END OF TRUCK TRAVEL IS ABOUT 0.85 MILE SOUTH OF MILE POST 35
 AB1447'WHICH IS A GREEN AND WHITE SIGN ON A 20 FOOT HIGH CREOSOTED POST.
 AB1447'
 AB1447'A HELICOPTER CAN LAND NEAR THE STATION.
 AB1447'
 AB1447'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22-1/2 MILES NORTH
 AB1447'OF PORT MANSFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0371 ***********************************************************************
 AY0371  DESIGNATION -  LAGUNA AZ MK
 AY0371  PID         -  AY0371
 AY0371  STATE/COUNTY-  TX/BEXAR
 AY0371  USGS QUAD   -  SOUTHTON (1992)
 AY0371
 AY0371                         *CURRENT SURVEY CONTROL
 AY0371  ___________________________________________________________________
 AY0371* NAD 83(1986)-  29 18 27.     (N)    098 23 15.     (W)     SCALED    
 AY0371* NAVD 88     -       174.722  (meters)     573.23   (feet)  POSTED    
 AY0371  ___________________________________________________________________
 AY0371  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY0371  DYNAMIC HT  -         174.470 (meters)     572.41  (feet)  COMP
 AY0371  MODELED GRAV-     979,194.1   (mgal)                       NAVD 88
 AY0371
 AY0371  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AY0371
 AY0371.The horizontal coordinates were scaled from a topographic map and have
 AY0371.an estimated accuracy of +/- 6 seconds.
 AY0371
 AY0371.The orthometric height was determined by differential leveling
 AY0371.and adjusted by the National Geodetic Survey in 1992..
 AY0371.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AY0371.rate greater than 8.0 mm/km.
 AY0371
 AY0371.The geoid height was determined by GEOID03.
 AY0371
 AY0371.The dynamic height is computed by dividing the NAVD 88
 AY0371.geopotential number by the normal gravity value computed on the
 AY0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0371.degrees latitude (g = 980.6199 gals.).
 AY0371
 AY0371.The modeled gravity was interpolated from observed gravity values.
 AY0371
 AY0371;                    North         East    Units  Estimated Accuracy
 AY0371;SPC TXSC     - 4,163,530.      659,500.      MT  (+/- 180 meters Scaled)
 AY0371
 AY0371                          SUPERSEDED SURVEY CONTROL
 AY0371
 AY0371  NGVD 29 (??/??/92)  174.600  (m)          572.83   (f) ADJ UNCH    1 2
 AY0371
 AY0371.Superseded values are not recommended for survey control.
 AY0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0371.See file dsdata.txt to determine how the superseded data were derived.
 AY0371
 AY0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT594422(NAD 83)
 AY0371_MARKER: DZ = AZIMUTH MARK DISK
 AY0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0371_STAMPING: LAGUNA 1953
 AY0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0371+STABILITY: SURFACE MOTION
 AY0371
 AY0371  HISTORY     - Date     Condition        Report By
 AY0371  HISTORY     - 1953     MONUMENTED       CGS
 AY0371  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0371  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0371
 AY0371                          STATION DESCRIPTION
 AY0371
 AY0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0371'5.6 MI SE FROM SAN ANTONIO.
 AY0371'5.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS JUNCTION WITH LOOP
 AY0371'13 (MILITARY DRIVE) AT SAN ANTONIO, 105 FEET NORTHWEST OF THE CENTER
 AY0371'LINE OF A PRIVATE DRIVEWAY LEADING NORTH, 63 FEET NORTHEAST OF THE
 AY0371'CENTER LINE OF THE HIGHWAY, 1.4 FEET SOUTHWEST OF A FENCE CORNER, 1.4
 AY0371'FEET SOUTHWEST OF A FENCE, 2.9 FEET SOUTHEAST OF A WITNESS POST, 0.4
 AY0371'MILE SOUTHEAST OF TRIANGULATION STATION LAGUNA 1953, SET IN THE TOP OF
 AY0371'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0371
 AY0371                          STATION RECOVERY (1980)
 AY0371
 AY0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0371'SEARCHED FOR, NOT RECOVERED.
 AY0371
 AY0371                          STATION RECOVERY (1995)
 AY0371
 AY0371'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1532 ***********************************************************************
 AB1532  DESIGNATION -  LAGUNA MADRE AIRBASE TANK
 AB1532  PID         -  AB1532
 AB1532  STATE/COUNTY-  TX/CAMERON
 AB1532  USGS QUAD   -  LA COMA (1983)
 AB1532
 AB1532                         *CURRENT SURVEY CONTROL
 AB1532  ___________________________________________________________________
 AB1532* NAD 83(1993)-  26 09 10.85891(N)    097 20 21.53884(W)     ADJUSTED  
 AB1532* NAVD 88     -                                                        
 AB1532  ___________________________________________________________________
 AB1532  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AB1532  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AB1532
 AB1532  HORZ ORDER  -  THIRD
 AB1532
 AB1532.The horizontal coordinates were established by classical geodetic methods
 AB1532.and adjusted by the National Geodetic Survey in February 1996..
 AB1532
 AB1532
 AB1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1532
 AB1532.The geoid height was determined by GEOID03.
 AB1532
 AB1532;                    North         East     Units Scale Factor Converg.
 AB1532;SPC TX S     - 5,054,418.899   416,052.804   MT  1.00000347   +0 31 37.0
 AB1532;SPC TX S     -16,582,706.00  1,364,999.91   sFT  1.00000347   +0 31 37.0
 AB1532;UTM  14      - 2,893,690.145   665,995.758   MT  0.99994022   +0 43 55.7
 AB1532
 AB1532                          SUPERSEDED SURVEY CONTROL
 AB1532
 AB1532  NAD 83(1986)-  26 09 10.87265(N)    097 20 21.49439(W) AD(       ) 4
 AB1532  NAD 27      -  26 09 09.59900(N)    097 20 20.56800(W) AD(       ) 3
 AB1532
 AB1532.Superseded values are not recommended for survey control.
 AB1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1532.See file dsdata.txt to determine how the superseded data were derived.
 AB1532
 AB1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6599693690(NAD 83)
 AB1532_MARKER: 53 = ELEVATED TANK
 AB1532
 AB1532  HISTORY     - Date     Condition        Report By
 AB1532  HISTORY     - 1947     FIRST OBSERVED   CGS
 AB1532  HISTORY     - 1949     GOOD             CGS
 AB1532  HISTORY     - 1950     GOOD             CGS
 AB1532
 AB1532                          STATION DESCRIPTION
 AB1532
 AB1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1532'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE LAGUNA
 AB1532'MADRE AIR BASE SOUTHEAST OF RIO HONDO.  IT IS 75 FEET SOUTH
 AB1532'OF THE SOUTHEAST CORNER OF BUILDING T-371 AND 45.0 FEET
 AB1532'SOUTH OF THE CENTER OF A HARD SURFACED ROAD.
 AB1532'
 AB1532'THE TANK PROPER IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 AB1532'AND HAS A CONICAL ROOF WITH A BALL AND RED LIGHT AT THE APEX.
 AB1532'IT HAS AN OVER-ALL HEIGHT OF 110.0 FEET AND IS PAINTED WITH
 AB1532'ALTERNATE BLACK AND YELLOW CHECKS.
 AB1532'
 AB1532'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 AB1532
 AB1532                          STATION RECOVERY (1950)
 AB1532
 AB1532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1532'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 AB1532'FOLLOWS--
 AB1532'
 AB1532'FROM THE RAILROAD CROSSING IN LOS FRESNOS GO W. ON TEXAS
 AB1532'HIGHWAY 100 12.6 MILES TO THE JUNCTION WITH FARM ROAD 510,
 AB1532'TURN N. (LEFT) ON FARM ROAD 510 TO A RAILROAD CROSSING.
 AB1532'AFTER CROSSING THE RAILROAD BEAR RIGHT AT THE Y IN THE
 AB1532'ROAD AND CROSS THE RAILROAD A SECOND TIME, PROCEED N. 1.3
 AB1532'MILES TO A PAVED T ROAD E. (RIGHT), TURN E. (RIGHT) 0.7
 AB1532'MILE TO STATION.  STATION IS THE FINIAL OF THE ELLIPTICAL
 AB1532'WATER TANK WHICH IS ABOUT 135 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1732 ***********************************************************************
 AB1732  DESIGNATION -  LAGUNA MADRE CHAN LT 28
 AB1732  PID         -  AB1732
 AB1732  STATE/COUNTY-  TX/CAMERON
 AB1732  USGS QUAD   -  PORT ISABEL (1983)
 AB1732
 AB1732                         *CURRENT SURVEY CONTROL
 AB1732  ___________________________________________________________________
 AB1732* NAD 83(1993)-  26 02 54.73983(N)    097 11 50.76614(W)     ADJUSTED  
 AB1732* NAVD 88     -                                                        
 AB1732  ___________________________________________________________________
 AB1732  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AB1732  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1732
 AB1732  HORZ ORDER  -  THIRD
 AB1732
 AB1732.The horizontal coordinates were established by classical geodetic methods
 AB1732.and adjusted by the National Geodetic Survey in February 1996..
 AB1732
 AB1732
 AB1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1732
 AB1732.The geoid height was determined by GEOID03.
 AB1732
 AB1732;                    North         East     Units Scale Factor Converg.
 AB1732;SPC TX S     - 5,042,982.745   430,358.026   MT  1.00003185   +0 35 28.9
 AB1732;SPC TX S     -16,545,185.89  1,411,932.96   sFT  1.00003185   +0 35 28.9
 AB1732;UTM  14      - 2,882,305.239   680,340.704   MT  1.00000158   +0 47 30.4
 AB1732
 AB1732                          SUPERSEDED SURVEY CONTROL
 AB1732
 AB1732  NAD 83(1986)-  26 02 54.75270(N)    097 11 50.73177(W) AD(       ) 4
 AB1732
 AB1732.Superseded values are not recommended for survey control.
 AB1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1732.See file dsdata.txt to determine how the superseded data were derived.
 AB1732
 AB1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8034182305(NAD 83)
 AB1732_MARKER: 14 = NAVIGATION LIGHT
 AB1732
 AB1732  HISTORY     - Date     Condition        Report By
 AB1732  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1732  HISTORY     - 19910429 GOOD             USPSQD
 AB1732
 AB1732                          STATION DESCRIPTION
 AB1732
 AB1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1732'THE STATION, BRAZOS SANTIAGO PASS LAGUNA MADRE CHANNEL LIGHT 28
 AB1732'IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH OF THE PORT ISABEL LIGHTHOUSE,
 AB1732'AT THE SOUTH END OF LONG ISLAND, 0.5 KM (0.3 MI) NORTHEAST OF THE
 AB1732'CONFLUENCE OF THE BROUWNSVILLE SHIP AND THE PORT ISABEL CHANNELS,
 AB1732'IN WATER.
 AB1732'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1732'PHONE 512-943-2668.
 AB1732'
 AB1732'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1732'
 AB1732'THE LANDMARK IS THE 4 SECOND FLASHING RED HORIZON LIGHT MOUNTED ON
 AB1732'A CROSSBAR ON A PLATFORM THAT IS OFFSET ON A PILING. AN ORANGE
 AB1732'TRIANGULAR SHAPED DAYMARK WITH THE NUMBER 28 FACES NORTHEAST AND
 AB1732'SOUTHWEST. LIGHT IS LISTED AT 5 METERS (16 FT) ABOVE THE WATER.
 AB1732'STATION IS CARRIED IN THE 1984 U S COAST GUARD LIGHT LIST AS NUMBER
 AB1732'3421.
 AB1732'
 AB1732'DESCRIBED BY G. R. HEID.
 AB1732
 AB1732                          STATION RECOVERY (1991)
 AB1732
 AB1732'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1238 ***********************************************************************
 AH1238  DESIGNATION -  LAGUNA MADRE N BASE RESET
 AH1238  PID         -  AH1238
 AH1238  STATE/COUNTY-  TX/NUECES
 AH1238  USGS QUAD   -  OSO CREEK NE (1975)
 AH1238
 AH1238                         *CURRENT SURVEY CONTROL
 AH1238  ___________________________________________________________________
 AH1238* NAD 83(1993)-  27 40 11.78767(N)    097 16 20.58008(W)     ADJUSTED  
 AH1238* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1238  ___________________________________________________________________
 AH1238  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1238  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AH1238
 AH1238  HORZ ORDER  -  FIRST
 AH1238
 AH1238.The horizontal coordinates were established by classical geodetic methods
 AH1238.and adjusted by the National Geodetic Survey in February 1996..
 AH1238
 AH1238.The orthometric height was scaled from a topographic map.
 AH1238
 AH1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1238
 AH1238.The geoid height was determined by GEOID03.
 AH1238
 AH1238;                    North         East     Units Scale Factor Converg.
 AH1238;SPC TX S     - 5,222,540.213   421,110.159   MT  0.99996271   +0 33 26.4
 AH1238;SPC TX S     -17,134,284.02  1,381,592.25   sFT  0.99996271   +0 33 26.4
 AH1238;UTM  14      - 3,061,834.096   670,393.167   MT  0.99995838   +0 48 08.9
 AH1238
 AH1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1238!SPC TX S     -   1.00000380  x   0.99996271  =   0.99996651
 AH1238!UTM  14      -   1.00000380  x   0.99995838  =   0.99996218
 AH1238
 AH1238:                Primary Azimuth Mark                     Grid Az
 AH1238:SPC TX S     -  ARANSAS PASS LIGHTHOUSE                  044 04 56.2
 AH1238:UTM  14      -  ARANSAS PASS LIGHTHOUSE                  043 50 13.7
 AH1238
 AH1238|---------------------------------------------------------------------|
 AH1238| PID    Reference Object                     Distance      Geod. Az  |
 AH1238|                                                           dddmmss.s |
 AH1238| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX.30.3 KM 0443822.6 |
 AH1238| CV2542 LAGUNA MADRE N BASE RM 4             28.579 METERS 06010     |
 AH1238| AH1254 8                                   202.190 METERS 06407     |
 AH1238| AH1259 9                                   166.439 METERS 16833     |
 AH1238| CV2543 LAGUNA MADRE N BASE RM 5             24.215 METERS 16915     |
 AH1238| AH1267 LAGUNA MADRE N BASE AZ MK 2         375.453 METERS 20534     |
 AH1238| AH1247 FLOUR BLUFF WTR DIST STOR TK        APPROX. 0.6 KM 2060933.0 |
 AH1238| CV2545 LAGUNA MADRE N BASE RM 1             40.642 METERS 21029     |
 AH1238| CV2548 LAGUNA MADRE N BASE RM 1 TILTED      40.569 METERS 21036     |
 AH1238| CV2549 LAGUNA MADRE N BASE RM 3             32.016 METERS 21819     |
 AH1238| CV2544 LAGUNA MADRE N BASE AZ MK           348.082 METERS 21917     |
 AH1238| CV2550 LAGUNA MADRE N BASE AZ MK RESET                    2194754.2 |
 AH1238| AH1237 CORPUS CHRI NAS RADAR FPN 28        APPROX. 2.9 KM 3091155.5 |
 AH1238| CV2547 LAGUNA MADRE N BASE RM                             31521     |
 AH1238| CV2546 LAGUNA MADRE N BASE RM 2             34.205 METERS 31540     |
 AH1238| AH1379 CORPUS CHRISTI CATH CH SPIRE        APPROX.18.7 KM 3184843.3 |
 AH1238| AH1375 CORPUS CHRISTI EPIS CH SPIRE        APPROX.18.6 KM 3185903.5 |
 AH1238| AH1376 CORPUS CHRISTI COLORED CH SP        APPROX.18.8 KM 3192353.6 |
 AH1238| AH1236 CORPUS CHRISTI NAS RADAR FPS 8      APPROX. 2.7 KM 3395818.9 |
 AH1238|---------------------------------------------------------------------|
 AH1238
 AH1238                          SUPERSEDED SURVEY CONTROL
 AH1238
 AH1238  NAD 83(1986)-  27 40 11.79705(N)    097 16 20.55470(W) AD(       ) 1
 AH1238  NAD 27      -  27 40 10.67300(N)    097 16 19.59100(W) AD(       ) 1
 AH1238
 AH1238.Superseded values are not recommended for survey control.
 AH1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1238.See file dsdata.txt to determine how the superseded data were derived.
 AH1238
 AH1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7039361834(NAD 83)
 AH1238_MARKER: Z = SEE DESCRIPTION
 AH1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1238
 AH1238  HISTORY     - Date     Condition        Report By
 AH1238  HISTORY     - 1883     MONUMENTED       CGS
 AH1238  HISTORY     - 1933     GOOD             CGS
 AH1238  HISTORY     - 1939     SEE DESCRIPTION  CGS
 AH1238  HISTORY     - 1949     GOOD             CGS
 AH1238  HISTORY     - 1949     GOOD             CGS
 AH1238  HISTORY     - 1955     GOOD             CGS
 AH1238  HISTORY     - 1963     GOOD             CGS
 AH1238  HISTORY     - 1968     GOOD             CGS
 AH1238  HISTORY     - 1969     GOOD             CGS
 AH1238  HISTORY     - 1977     GOOD             NGS
 AH1238  HISTORY     - 1978     GOOD             LOCENG
 AH1238  HISTORY     - 1979     GOOD             NGS
 AH1238  HISTORY     - 1980     GOOD             NGS
 AH1238  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH1238  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1238
 AH1238                          STATION DESCRIPTION
 AH1238
 AH1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (REH)
 AH1238'ABOUT 2-1/2 MILES S OF FLOUR BLUFF AND ABOUT 250 METERS (820 FEET)
 AH1238'BACK FROM THE W SHORE OF THE LAGUNA MADRE IN A CLEARED FIELD
 AH1238'BELONGING TO WILLIAM HOFFMAN.  THE STATION IS 67 PACES FROM
 AH1238'HOFFMANS WINDMILL, AND 162 PACES S 34 DEG W FROM THE PLACE WHERE
 AH1238'HIS HOUSE ONCE STOOD.  THE STATION WAS MARKED IN 1883 AS
 AH1238'FOLLOWS--A PIT 7 FEET SQUARE WAS EXCAVATED TO A DEPTH OF 2 FEET.
 AH1238'IN THE CENTER OF THE PIT AN IRREGULAR STONE ABOUT 14 INCHES
 AH1238'SQUARE AND 10 INCHES THICK WAS SET.  A HOLE WAS DRILLED IN THE
 AH1238'TOP OF THIS STONE AND FILLED WITH LEAD.  RESTING ON THIS
 AH1238'STONE STANDS A PIECE OF WHITE MARBLE 2-1/2 FEET LONG AND 6
 AH1238'INCHES SQUARE WITH THE LETTERS U.S. ON ITS S FACE, C. AND
 AH1238'G. ON ITS E FACE, AND SUR AND VEY ON ITS N AND W FACES,
 AH1238'RESPECTIVELY.  IN THE TOP OF THE MARBLE POST WAS DRILLED
 AH1238'A HOLE 1 INCH IN DIAMETER AND 3 INCHES DEEP.  THIS HOLE
 AH1238'WAS FILLED WITH LEAD.  AROUND THIS POST WERE PLACED BRICKS,
 AH1238'BROKEN ROCK, AND SAND, FORMING A COMPACT MASS.
 AH1238'
 AH1238'THE REFERENCE MARK IS A PIECE OF TERRA-COTTA SEWER PIPE, 4
 AH1238'INCHES IN DIAMETER AND 2 FEET LONG, FILLED WITH CONCRETE AND
 AH1238'INCASED IN A CONCRETE CYLINDER ABOUT 18 INCHES IN DIAMETER AND
 AH1238'2 FEET LONG.  THE POINT OF A LARGE SPIKE PROJECTING FROM THE
 AH1238'CENTER OF THE TOP OF THE COLUMN OF CONCRETE IS THE CENTER OF
 AH1238'THE REFERENCE MARK.  THE TOP OF THE COLUMN OF CONCRETE IS EVEN
 AH1238'WITH THE SURFACE OF THE GROUND.  THIS WAS SET 13.99 METERS
 AH1238'(45.9 FEET) FROM THE STATION N 44 DEG 39 MIN W.  IT
 AH1238'BEARS THE LETTERS U.S.R.M. 1905.  OTHER BEARINGS ARE--NORTH
 AH1238'GABLE OF GRANTS RANCH HOUSE ON MUSTANG ISLAND, S 87 DEG 45 MIN E.
 AH1238'E END OF RIDGE OF FARMHOUSE, DISTANT 2 MILES,
 AH1238'S 35 DEG 32 MIN W.  WINDMILL, DISTANT 1-1/2 MILES, N 26 DEG 08 MIN E.
 AH1238
 AH1238                          STATION RECOVERY (1933)
 AH1238
 AH1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1238'ON MAINLAND APPROXIMATELY 2 MILES S OF FLOUR BLUFF POINT AND
 AH1238'250 METERS BACK FROM W SHORE OF LAGUNA MADRE ON PROPERTY
 AH1238'BELONGING TO (AS NEAR AS COULD BE ASCERTAINED) THE RITTER
 AH1238'ESTATE.  THE STATION WAS FOUND AS DESCRIBED IN 1883
 AH1238'EXCEPT THAT A HOLE HAS BEEN
 AH1238'PUNCHED IN LEAD TO MARK STATION AND BRICK AROUND STATION MARK
 AH1238'HAS BEEN COVERED WITH CONCRETE.  REFERENCE MARKS WERE
 AH1238'ESTABLISHED AND MARKED.  REFERENCE MARK
 AH1238'NO. 2 BEING DIRECTLY ON LINE TO REFERENCE MARK ESTABLISHED
 AH1238'IN 1883 WHICH WAS TOO CLOSE TO FOCUS
 AH1238'EXCEPT THAT A LEAD CENTER WAS USED IN PLACE OF A
 AH1238'STANDARD DISK.  THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN
 AH1238'FROM THE STATION--LEWIS HOUSE AT FLOUR BLUFF POINT 2 MILES
 AH1238'DISTANCE, 32 DEG.  WHITE HOUSE WITH LOW ADDITION EXTENDING TO
 AH1238'WESTWARD APPOXIMATELY 1.5 MILES DISTANT 19 DEG 30 MIN.  MAJOR
 AH1238'SWAN HOUSE AT W END OF DON PATRICIO CAUSEWAY APPROXIMATELY 1
 AH1238'MILE DISTANT, 188 DEG.  WINDMILL 0.5 MILE DISTANT, 214 DEG.
 AH1238'NOTE--AZIMUTH GIVEN TO GRANT RANCH HOUSE ON MUSTANG
 AH1238'ISLAND IS APPARENTLY THE BACK
 AH1238'AZIMUTH.
 AH1238'
 AH1238'HEIGHT OF LIGHT ABOVE STATION MARK 6.1 METERS.
 AH1238
 AH1238                          STATION RECOVERY (1939)
 AH1238
 AH1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1238'STATION IS LOCATED ABOUT 11-1/2 MILES SE OF CORPUS CHRISTI AND
 AH1238'ABOUT 5-1/2 MILES NW OF CORPUS CHRISTI PASS, ABOUT 2-1/4
 AH1238'MILES S OF FLOUR BLUFF POINT, AT THE N END OF LAGUNA MADRE.
 AH1238'IT IS ABOUT 250 METERS W OF THE W SHORE, ON THE E SLOPE OF
 AH1238'A LOW BRUSH COVERED KNOLL.  STATION WAS FOUND IN APPARENTLY
 AH1238'GOOD CONDITION, BUT WHEN REFERENCE MARKS DID NOT CHECK THE
 AH1238'UNDERGROUND MARK WAS RECOVERED AND IT WAS FOUND THAT THE
 AH1238'SURFACE MARK HAD MOVED.  SURFACE MARK WAS RESET, A STANDARD
 AH1238'BRONZE DISK IN CONCRETE, AND
 AH1238'STAMPED 1883, 1939.
 AH1238'
 AH1238'OLD 1883 REFERENCE MARK WAS FOUND IN FAIR CONDITION ON RANGE
 AH1238'WITH REFERENCE MARK NO. 2, 1933, BUT NO DIRECTION WAS TAKEN AS
 AH1238'IT WAS TOO CLOSE TO THE TOWER.  (DISTANCE FROM STATION IS
 AH1238'13.990 METERS).
 AH1238'
 AH1238'AZIMUTH MARK, STAMPED 1939, A STANDARD BRONZE DISK SET IN
 AH1238'CONCRETE, IS 1142 FEET S OF STATION
 AH1238'ON OPEN RANGE.
 AH1238'
 AH1238'REFERENCE MARK NO. 1, SE OF STATION IN OPEN RANGE,
 AH1238'IS STAMPED 1883-1933.  THE AZIMUTH TO THIS MARK CHECKED BUT
 AH1238'THE DISTANCE FAILED TO CHECK BY 0.023 METER.
 AH1238'
 AH1238'REFERENCE MARK NO. 2, IS NW OF STATION ON THE W SIDE
 AH1238'OF A THICK CLUMP OF SCRUB OAK BRUSH.  THE DISTANCE TO THIS MARK
 AH1238'CHECKED TO 0.015 METER, BUT THE AZIMUTH FAILED TO CHECK BY
 AH1238'100 DEG 00 MIN 12 SEC.  THERE IS A 100 DEGREE MISTAKE IN THE
 AH1238'1933 DIRECTION.
 AH1238'
 AH1238'DISTANCES TO REFERENCE MARKS WERE TAKEN FROM THE RECOVERED
 AH1238'SUB-SURFACE MARK.
 AH1238
 AH1238                          STATION RECOVERY (1949)
 AH1238
 AH1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1238'THE STATION, REFERENCE MARK NO 2
 AH1238'AND NOS 8 AND 9 (USE) RECOVERED AS DESCRIBED AND FOUND IN
 AH1238'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO
 AH1238'1, WAS FOUND IN ERROR.  IT IS ASSUMED THAT THIS MARK
 AH1238'WAS HIT BY SOME HEAVY MACHINE DURING THE CONSTRUCTION OF THE
 AH1238'NAVAL BASE, AS ONE CORNER HAS BEEN CHIPPED AND THE MARK IS
 AH1238'LEANING TO THE NORTH.
 AH1238'
 AH1238'THE AZIMUTH MARK WAS FOUND ABOUT 50 YARDS FROM ITS ORIGINAL
 AH1238'POSITION AND IT WAS ASSUMED THAT THE MARK HAD BEEN REMOVED
 AH1238'DURING THE GRADING OF THE ROAD.  IT WAS RESET IN A NEW POSITION.
 AH1238'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AH1238'
 AH1238'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF THE NAVAL
 AH1238'AIR STATION, 0.2 MILE WEST OF THE WEST SHORE OF THE BAY AND
 AH1238'0.15 MILE NORTH OF THE BAY SHORE ROAD.  IT IS ABOUT 100 FEET
 AH1238'NORTHWEST OF TELEPHONE LINE AND TRACK ROAD AND 25 FEET EAST OF
 AH1238'TARGET.  IT IS STAMPED LAGUNA MADRE N.B. 1883, 1939 AND PROJECTS
 AH1238'6 INCHES.
 AH1238'
 AH1238'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, SET IN A
 AH1238'CLEARING NEAR THE STATION.  IT IS STAMPED LAGUNA MADRE 1882,
 AH1238'1933 AND PROJECTS 6 INCHES.
 AH1238'
 AH1238'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET IN THE
 AH1238'CLEARING NEAR THE STATION.  IT IS STAMPED LAGUNA MADRE NO 2
 AH1238'1882, 1933 AND PROJECTS 3 INCHES.
 AH1238'
 AH1238'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION,
 AH1238'55 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 22 FEET
 AH1238'WEST-NORTHWEST OF SOUTHWEST CORNER OF SMALL CONCRETE HOUSE,
 AH1238'8.3 FEET EAST OF THE CENTER OF NORTH-SOUTH STREET AND 1 FOOT
 AH1238'NORTHWEST OF POWER LINE POLE.  IT IS STAMPED LAGUNA MADRE
 AH1238'NORTH BASE 1939, RESET 1949 AND PROJECTS 2 INCHES.
 AH1238'
 AH1238'NO 8 (U.S.E.) IS NORTHEAST OF THE STATION, SET ON A SMALL
 AH1238'SAND HILL 20 FEET SOUTH OF A LINE OF SALT CEDAR TREES.  IT IS
 AH1238'SET IN A 14 BY 14 INCH CONCRETE POST FLUSH WITH THE GROUND
 AH1238'SURFACE AND STAMPED 8.
 AH1238'
 AH1238'NO 9 (U.S.E.) IS SOUTHEAST OF THE STATION, SET IN THE CLEARING
 AH1238'ON THE HIGH POINT OF A SMALL SAND HILL.  IT IS SET IN A 14
 AH1238'BY 14 INCH CONCRETE POST FLUSH WITH THE GROUND SURFACE AND
 AH1238'STAMPED 9.
 AH1238'
 AH1238'TO REACH THE STATION FROM THE MAIN GATE INTO THE CORPUS CHRISTI
 AH1238'NAVAL AIR STATION, GO SOUTH ON STATE ROUTE 358 FOR 0.7 MILE
 AH1238'TO WHERE HIGHWAY MAKES A RIGHT TURN, CONTINUE STRAIGHT AHEAD
 AH1238'ON MACADAM ROAD FOR 0.15 MILE TO CROSSROAD AT SCOTTIES CAFE
 AH1238'ON LEFT, TURN LEFT AND FOLLOW WINDING DIRT ROAD FOR 0.45 MILE
 AH1238'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE EAST
 AH1238'TOWARDS BAY FOR 0.05 MILE TO CROSSROAD, TURN LEFT AND FOLLOW
 AH1238'DIM ROAD KEEPING TO THE LEFT OF TELEPHONE LINE FOR 0.15 MILE
 AH1238'TO THE STATION ON THE LEFT AS DESCRIBED.
 AH1238'
 AH1238'A 74 FOOT SIGNAL AT STATION HARDPIN 1912 IS VISIBLE AT 64
 AH1238'FEET
 AH1238'
 AH1238'AN 87 FOOT SIGNAL AT STATION KLEPAC IS VISIBLE AT 37 FEET
 AH1238'
 AH1238'A 35 FOOT SIGNAL AT MC GLOINS BLUFF 1860, 1931-33 IS VISIBLE
 AH1238'AT 50 FEET
 AH1238'
 AH1238'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 AH1238
 AH1238                          STATION RECOVERY (1949)
 AH1238
 AH1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1238'ALL MARKS RECOVERED.  REFERENCE MARK NO. 1 IS TILTED SLIGHTLY.
 AH1238'ALL OTHER MARKS ARE IN GOOD CONDITION.  DISTANCES TO R.M.S
 AH1238'WERE MEASURED AND FOUND CORRECT TO ONE-TENTH FOOT.
 AH1238'
 AH1238'DUE TO CHANGES AND DISCREPANCIES, THE ORIGINAL DISCRIPTION AND
 AH1238'1933 AND 1939 RECOVERY NOTES ARE NO LONGER ADEQUATE.  A COMPLETE
 AH1238'NEW DESCRIPTION FOLLOWS--
 AH1238'
 AH1238'STATION IS LOCATED ON ENCINAL PENINSULA, ON THE WEST SHORE OF
 AH1238'LAGUNA MADRE, APPROXIMATELY 1.0 MILE SW OF THE U.S. NAVAL AIR
 AH1238'STATION, ON THE EAST SLOPE OF A LOW KNOLL.  IT IS ON RANGE
 AH1238'WITH TWO RANGE MARKERS SIMILAR TO LARGE LEVEL TARGETS AND ABOUT
 AH1238'50 FEET HIGH, MARKING ONE END OF A MEASURED SPEED BOAT DISTANCE.
 AH1238'24.8 FEET ENE OF FRONT RANGE (RANGES ARE TARGETS ON GALVANIZED
 AH1238'PIPE IN CONCRETE).  ON EAST SIDE NEAR SOUTH END OF LARGE CLUMP
 AH1238'OF BRUSH.  A STANDARD TRIANGULATION DISK STAMPED
 AH1238'LAGUNA MADRE NORTH BASE, 1883-1939.  PROJECTS 4 INCHES.
 AH1238'
 AH1238'R.M. NO. 1 IS SW OF THE STATION, 50.5 FEET S OF CENTER LINE OF
 AH1238'A SAND TRAIL TO THE WEST, 125 FEET E OF E EDGE OF A SMALL BRUSH
 AH1238'CLUMP, 77.6 FEET N OF N EDGE OF A MUCH LARGER BRUSH CLUMP AND
 AH1238'91.3 FEET NW OF A TELEPHONE WITH CROSSARM BETWEEN TWO POLES
 AH1238'WITHOUT CROSSARMS.  A STANDARD DISK IN CONCRETE AND STAMPED
 AH1238'LAGUNA MADRE NO. 2, 1882-1933 AND PROJECTS 6 INCHES.
 AH1238'
 AH1238'AZIMUTH MARK IS SW OF THE STATION, JUST IN FRONT OF SMALL WHITE
 AH1238'HOUSE ON S SIDE OF LAKESIDE DRIVE.  IT IS AT BASE OF TRANSFORMER
 AH1238'POLE VISIBLE FROM THE STATION, 23 FEET E OF A N-S STREET, AND
 AH1238'55 FEET S OF LAKESIDE DRIVE.  A STANDARD DISC IN CONCRETE
 AH1238'STAMPED LAGUNA MADRE, 1882-1933 AND IS FLUSH WITH THE GROUND.
 AH1238'
 AH1238'TO REACH THE STATION FROM THE INTERSECTION OF N. WATER AND N.
 AH1238'PORT STREETS, (SHIP CHANNEL BRIDGE) IN CORPUS CHRISTI.  GO
 AH1238'SOUTHWEST ON PORT STREET (TEXAS HIGHWAY 286) AT 1.8 MILES CROSS
 AH1238'TEXAS HIGHWAY NO. 9 (LEOPARD STREET).  AT 2.5 MILES CROSS TEXAS
 AH1238'HIGHWAY NO. 44 (ROBSTOWN ROAD OR AGNES STREET).  AT 6.2 MILES
 AH1238'TURN SE (LEFT) ON TEXAS HIGHWAY NO. 358 (LEXINGTON BLVD).  AT
 AH1238'14.2 MILES, CROSS CAYO DEL OSO.  AT 16.0 MILES, CONTINUE
 AH1238'STRAIGHT ON CAUSEWAY ROAD, LEAVNG LEXINGTON BLVD.  AT 16.3
 AH1238'MILES, TURN NE (LEFT) ON NUECES COUNTY ROAD NO. 3.  AT 16.6
 AH1238'MILES, TURN E (RIGHT) ON AN UNPAVED STREET NAMED LAKESIDE
 AH1238'DRIVE.  AT 17.1 MILES, NEAR THE BEACH, TURN NORTH (LEFT) ON
 AH1238'A SMALL SAND TRAIL.  PROCEED 0.2 MILE TO STATION.  THE RANGES
 AH1238'PREVIOUSLY MENTIONED BECOME VISIBLE SOON AFTER TURNING ONTO
 AH1238'LAKESIDE DRIVE.
 AH1238
 AH1238                          STATION RECOVERY (1955)
 AH1238
 AH1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 AH1238'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY E.O.H. 1933,
 AH1238'AND P.L.B. 1939.
 AH1238'
 AH1238'ADDITIONAL INFORMATION TO ASSIST FUTURE RECOVERY IS AS FOLLOWS--
 AH1238'
 AH1238'STATION IS ABOUT 1 MILE SOUTH OF THE SOUTH BOUNDARY LINE OF THE
 AH1238'CORPUS CHRISTI NAVAL AIR STATION, 0.4 MILE EAST OF THE MAIN
 AH1238'ROAD.  SOUTH GATE ENTRANCE TO THE BASE, 0.5 MILE NORTH OF A
 AH1238'STEEL WATER TANK NEAR THE PADRE ISLAND CAUSEWAY ROAD AND 38
 AH1238'YARDS NORTH OF A SHELL ROAD LEADING FROM SOUTH GATE ROAD TO THE
 AH1238'BAY SHORE.  THE STATION IS 7 YARDS ENE OF A LARGE CONCRETE
 AH1238'BASE WHICH SUPPORTS THE EAST ONE OF TWO 40 FOOT IRON PIPE POLES
 AH1238'AND IS IN THE SWAMP GRASS AREA ON THE EAST SIDE OF A CLUMP
 AH1238'OF DENSE BRUSH WHICH APPEARS TO BE ABOUT 2 FEET HIGHER THAN
 AH1238'THE SITE OF THE STATION.
 AH1238'
 AH1238'R.M. NO. 2 WAS RECOVERED IN GOOD CONDITION BUT IS NOT VISIBLE
 AH1238'FROM THE STATION DUE TO THE DENSE BRUSH.
 AH1238'
 AH1238'R.M. NO. 1 WAS NOT RECOVERED AND IS BELIEVED TO HAVE BEEN
 AH1238'DESTROYED OR COVERED BY ROAD MACHINERY.
 AH1238'
 AH1238'THE SITE OF THE AZIMUTH MARK NOW APPEARS TO BE IN A HOUSING
 AH1238'AREA AND WAS NOT FOUND.
 AH1238
 AH1238                          STATION RECOVERY (1963)
 AH1238
 AH1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AH1238'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 AH1238'FOUND IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK
 AH1238'COULD NOT BE CHECKED BECAUSE OF A HOUSE ON LINE.  AN AZIMUTH
 AH1238'MARK 2 WAS ESTABLISHED AT THIS TIME.  REFERENCE MARK 1 HAD BEEN
 AH1238'DESTROYED AND A REFERENCE MARK 3 WAS ESTABLISHED.  NO. 8 (USE)
 AH1238'WAS RECOVERED BUT THE DISTANCE OR DIRECTION COULD NOT BE CHECKED
 AH1238'BECAUSE OF BRUSH ON LINE.  NO. 9 (USE) WAS SEARCHED FOR BUT
 AH1238'COULD NOT BE LOCATED.  THE DIRECTION TO REFERENCE MARK 2 DID
 AH1238'NOT CHECK BY 01 MINUTE AND 42.7 SECONDS AND THE DISTANCE WAS
 AH1238'FOUND TO BE 0.07 FOOT LONGER THAN PREVIOUSLY MEASURED.
 AH1238'
 AH1238'A COMPLETE DESCRIPTION FOLLOWS--
 AH1238'
 AH1238'THE STATION IS ABOUT 1 MILE SOUTHWEST OF THE SOUTH ENTRANCE
 AH1238'TO THE CORPUS CHRISTI, U.S. NAVAL AIR STATION AND ABOUT 0.2
 AH1238'MILE WEST OF THE WEST SHORE OF THE BAY.
 AH1238'
 AH1238'THE STATION MARK IS A STANDARD DISK STAMPED LAGUNA MADRE N.B.
 AH1238'1883 1939 SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE POST
 AH1238'THAT PROJECTS 5 INCHES.  THE MARK IS 128 FEET NORTHEAST OF
 AH1238'THE CENTERLINE OF WEBB DRIVE AND 107 FEET NORTHEAST OF A
 AH1238'CREOSOTE WITNESS POST THAT IS THREE INCHES IN DIAMETER.
 AH1238'
 AH1238'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAGUNA MADRE NO
 AH1238'2 1882 1933 SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE POST
 AH1238'THAT PROJECTS 2 INCHES.  THE MARK IS 130 FEET NORTHEAST OF THE
 AH1238'CENTERLINE OF WEBB DRIVE.
 AH1238'
 AH1238'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LAGUNA MADRE N.B. NO
 AH1238'3 1883 1939 SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE
 AH1238'POST THAT IS FLUSH WITH THE GROUND.  THE MARK IS 2.4 FEET
 AH1238'SOUTHEAST OF A CREOSOTE WITNESS POST THAT IS THREE INCHES IN
 AH1238'DIAMETER AND 23 FEET NORTHEAST OF THE CENTERLINE OF WEBB DRIVE.
 AH1238'
 AH1238'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAGUNA MADRE NORTH
 AH1238'BASE 1939 RESET 1949 SET IN THE TOP OF A 9 INCH BY 9 INCH
 AH1238'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE MARK IS 2.7
 AH1238'FEET NORTH OF A POWER POLE, 24 FEET EAST OF THE CENTERLINE
 AH1238'OF RECREATION DRIVE, 55 FEET SOUTH OF THE CENTERLINE OF LAKESIDE
 AH1238'DRIVE, 22 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 AH1238'CONCRETE HOUSE AND 13.6 FEET NORTH OF THE CENTERLINE OF A
 AH1238'DRIVEWAY.
 AH1238'
 AH1238'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED LAGUNA MADRE 2 N.B.
 AH1238'1963 SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE POST
 AH1238'THAT IS FLUSH WITH THE GROUND.  THE MARK IS 3.5 FEET NORTHWEST
 AH1238'OF A WIRE GATE, 4.0 FEET NORTHEAST OF A CREOSOTE WITNESS POST
 AH1238'AND SIGN AND 22.6 FEET SOUTHEAST OF THE CENTERLINE OF A SAND
 AH1238'ROAD.
 AH1238'
 AH1238'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE CORPUS
 AH1238'CHRISTI, U.S. NAVAL AIR STATION, GO SOUTHERLY ON HIGHWAY 358
 AH1238'FOR 0.7 MILE TO A CROSS STREET.  TURN LEFT AND GO EAST ON WEBB
 AH1238'DRIVE FOR 0.5 MILE TO A BUNCH OF BUSHES AND THE STATION ON
 AH1238'THE LEFT.
 AH1238'
 AH1238'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON WEBB
 AH1238'DRIVE FOR 0.05 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO
 AH1238'SOUTHERLY ON THE TRACK ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.
 AH1238'TURN RIGHT AND GO WEST ON LAKESIDE DRIVE FOR 0.05 MILE TO THE
 AH1238'INTERSECTION OF LAKESIDE DRIVE AND RECREATION DRIVE, A SMALL
 AH1238'CONCRETE HOUSE AND THE AZIMUTH MARK ON THE LEFT.
 AH1238'
 AH1238'TO REACH AZIMUTH MARK 2 FROM THE STATION, GO EAST ON WEBB
 AH1238'DRIVE FOR 0.05 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO
 AH1238'SOUTHERLY ON THE TRACK ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.
 AH1238'TURN RIGHT AND GO WEST ON LAKESIDE DRIVE FOR 0.05 MILE TO THE
 AH1238'INTERSECTION OF LAKESIDE DRIVE AND RECREATION DRIVE, A SMALL
 AH1238'CONCRETE HOUSE AND THE AZIMUTH MARK ON THE LEFT.
 AH1238'
 AH1238'TO REACH AZIMUTH MARK 2 FROM THE STATION, GO EAST ON WEBB
 AH1238'DRIVE FOR 0.05 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO
 AH1238'SOUTHERLY ON THE TRACK FOR 0.3 MILE TO A GATE AND AZIMUTH MARK
 AH1238'2 ON THE LEFT.
 AH1238'
 AH1238'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH1238
 AH1238                          STATION RECOVERY (1968)
 AH1238
 AH1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1238'STATION MARK AND R.M.S 2 AND 3 WERE RECOVERED IN GOOD CONDITION.
 AH1238'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 AH1238'
 AH1238'THE 1963 RECOVERY NOTE, BY R.W.T., IS ADEQUATE.
 AH1238
 AH1238                          STATION RECOVERY (1969)
 AH1238
 AH1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1238'THE STATION MARK, REFERENCE MARK NO. 3 AND BOTH AZIMUTH MARKS
 AH1238'WERE RECOVERED IN GOOD CONDITION EXCEPT FOR THE FOLLOWING NOTES.
 AH1238'REFERENCE MARK NO. 2 WAS NOT SEARCHED FOR.  A NEW DESCRIPTION
 AH1238'OF THE ROUTE TO THE STATION FOLLOWS--
 AH1238'
 AH1238'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE NAVAL AIR
 AH1238'STATION, GO SOUTH ON STATE HIGHWAY 358 FOR 0.6 MILE TO A CROSS
 AH1238'STREET AT FORK, TURN LEFT AND GO EAST ON WEBB DRIVE FOR 0.55
 AH1238'MILE TO R.M. 3 AND STATION ON THE LEFT.  TO REACH AZIMUTH MARK
 AH1238'RESET 1949 FROM STATION, GO WEST ON WEBB ST. 0.25 MILE, TURN
 AH1238'LEFT GO SOUTH ON JANE ST. 0.05 MILE, TURN RIGHT GO WEST ON
 AH1238'CLARIDE ST. 0.25 MILE, TURN LEFT GO SOUTH ON WALDRON DR. 0.05,
 AH1238'TURN LEFT GO EAST ON LAKESIDE DR. 0.45 MILE TO RECREATION DR.
 AH1238'ON THE RIGHT AND THE MARK IN THE SOUTHEAST ANGLE (IT IS AS
 AH1238'DESCRIBED EXCEPT 8.0 FEET WESTERLY OF SOUTHWEST CORNER OF
 AH1238'CONCRETE HOUSE).  TO REACH AZIMUTH MARK 2 FROM THIS POINT
 AH1238'CONTINUE EAST ON LAKESIDE DR. 0.05 MILE, TURN RIGHT GO
 AH1238'SOUTH ON E. LAKESIDE DR. FOR 0.1 MILE TO AN ALUMINUM GATE
 AH1238'AND MARK ON THE LEFT ACROSS FROM HOUSE NO. 922 E. LAKESIDE DR.
 AH1238'AS DESCRIBED.
 AH1238'
 AH1238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SE
 AH1238'OF THE CENTER OF CORPUS CHRISTI
 AH1238
 AH1238                          STATION RECOVERY (1977)
 AH1238
 AH1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1238'STATION MARK, REFERENCE MARK NO. 3 WERE RECOVERED, BOTH AZIMUTH MARKS
 AH1238'WERE RECOVERED AND FOUND IN GOOD CONDITION.  STATION MARK PROJECTS
 AH1238'ABOUT 4 INCHES, REFERENCE MARK IS NOW ABOUT 4 INCHES UNDER GROUND.
 AH1238'A SEARCH WAS MADE FOR REFERENCE MARK 2, THE MEASURED DISTANCE AND
 AH1238'DIRECTION TO MARK SHOWS THAT THE AREA HAS BEEN PLOWED, MARK COULD
 AH1238'HAVE BEEN KNOCKED OUT AT THAT TIME.
 AH1238'
 AH1238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SE OF
 AH1238'CORPUS CHRISTI.
 AH1238
 AH1238                          STATION RECOVERY (1978)
 AH1238
 AH1238'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (BLC)
 AH1238'1882 - 1963 LAGUNA MADRE NORTH BASE RECOVERED GOOD.
 AH1238'
 AH1238'RM-3 RECOVERED GOOD.
 AH1238'
 AH1238'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 2570 FT FROM
 AH1238'INTERSECTION OF WALDRON RD. AND WEBB ST. EXT. AND 70 FT NORTH IN
 AH1238'FLOUR BLUFF, TEXAS.
 AH1238
 AH1238                          STATION RECOVERY (1979)
 AH1238
 AH1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1238'STATION MARK, REFERENCE MARK 3 AND BOTH AZIMUTH MARKS WERE RECOVERED
 AH1238'AND FOUND IN GOOD CONDITION, REFERENCE MARK 2 WAS SEARCHED FOR BUT
 AH1238'NOT RECOVERED, THE AREA HAS BEEN PLOWED WHERE REFERENCE MARK 2 WAS
 AH1238'LOCATED.
 AH1238'
 AH1238'TO REACH THE STATION FROM THE SOUTH ENTRANCE OF THE NAVAL AIR
 AH1238'STATION, GO SOUTH ON STATE HIGHWAY 358 FOR 0.6 MILE TO A CROSS
 AH1238'STREET, TURN LEFT AND GO EAST ON WEBB DRIVE FOR 0.35 MILE TO A
 AH1238'LOCKED GATE, PASS THROUGH GATE AND CONTINUE EAST FOR 0.2 MILE TO
 AH1238'REFERENCE MARK 3 ON THE LEFT AND STATION SITE.  TO REACH THE AZIMUTH
 AH1238'MARKS FROM STATION GO WEST FOR 0.25 MILE TO A CROSS STREET, TURN
 AH1238'LEFT ON JANE ST. AND GO FOR 0.05 MILE TO A CROSS STREET.  TURN RIGHT
 AH1238'ON CLARIDE ST. AND GO FOR 0.25 MILE, TURN LEFT, GO SOUTH ON
 AH1238'WALDRON DR. FOR 0.05 MILE.  TURN LEFT GO EAST ON LAKESIDE DR. FOR
 AH1238'0.45 MILE TO RECREATION DR. ON THE RIGHT AND IN THE SOUTHEAST
 AH1238'ANGLE (OLD AZIMUTH MARK), TO REACH AZIMUTH MARK 2 CONTINUE
 AH1238'EAST ON LAKESIDE DR. FOR 0.05 MILE, TURN RIGHT GO SOUTH ON EAST
 AH1238'LAKESIDE DR. FOR 0.1 MILE TO THE MARK ON LEFT, ACROSS THE STREET
 AH1238'FROM HOUSE NUMBER 922 EAST LAKESIDE DR.
 AH1238'
 AH1238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SOUTHEAST
 AH1238'OF CORPUS CHRISTI.
 AH1238
 AH1238                          STATION RECOVERY (1980)
 AH1238
 AH1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AH1238'THE STATION MARK AND AZIMUTH MARK 2 WERE RECOVERED IN GOOD
 AH1238'CONDITION.  AZIMUTH 1 AND REFERENCE MARK 3 WERE NOT RECOVERED AT
 AH1238'THIS TIME.  REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME.
 AH1238'THE STATION WAS OCCUPIED TO ESTABLISH DIRECTIONS TO REFERENCE
 AH1238'MARKS 4 AND 5 AND TO MAKE A TRAVERSE CONNECTION TO AZIMUTH MARK
 AH1238'2 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.  A NEW AND
 AH1238'COMPLETE DESCRIPTION FOLLOWS.
 AH1238'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE CORPUS CHRISTI
 AH1238'NAVAL AIR STATION AND 0.2 MILE WEST OF THE WEST SHORE OF LAGUNA
 AH1238'MADRE BAY.
 AH1238'
 AH1238'TO REACH THE STATION FROM THE SOUTH ENTRANCE OF THE NAVEL AIR
 AH1238'STATION, GO SOUTH ON STATE HIGHWAY 358 FOR 0.6 MILE T0 A CROSS
 AH1238'ROAD.  TURN LEFT AND GO EAST ON WEBB DRIVE FOR 0.35 MILE TO A
 AH1238'GATE.  CONTINUE EAST THROUGH THE GATE FOR 0.2 MILE TO THE STATION
 AH1238'ON THE LEFT.
 AH1238'
 AH1238'THE STATION IS A STANDARD CGS DISK
 AH1238'STAMPED---LAGUNA MADRE N.B. 1883 1939---,
 AH1238'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 AH1238'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 AH1238'158 FEET WEST FROM THE SOUTHEAST CORNER OF A CHAIN LINK FENCE,
 AH1238'137 FEET NORTHWEST FROM A UTILITY POLE,
 AH1238'131 FEET NORTH FROM THE CENTER OF A DIRT ROAD AND
 AH1238'4.0 FEET WEST FROM A METAL WITNESS POST.
 AH1238'THE UNDERGROUND MARK IS, ACCORDING TO THE 1883 DESCRIPTION,
 AH1238'A DRILL HOLE FILLED WITH LEAD IN A SQUARE 14 INCH ON THE SIDE
 AH1238'STONE THAT IS 2 FEET BELOW THE GROUND.
 AH1238'
 AH1238'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 AH1238'STAMPED---LAGUNA MADRE NORTH BASE 1882 NO 4 1980---,
 AH1238'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 AH1238'FLUSH WITH GROUND.  IT IS LOCATED
 AH1238'84 FEET SOUTHWEST FROM THE SOUTHEAST CORNER OF A CHAIN LINK FENCE,
 AH1238'42.0 FEET NORTHWEST FROM A UTILITY POLE AND
 AH1238'3.0 FEET WEST-SOUTHWEST FROM A METAL WITNESS POST.
 AH1238'MARK IS LEVEL WITH STATION.
 AH1238'
 AH1238'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 AH1238'STAMPED---LAGUNA MADRE NORTH BASE 1882 NO 5 1980---,
 AH1238'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN DIAMETER
 AH1238'FLUSH WITH GROUND.  IT IS LOCATED
 AH1238'54 FEET NORTH FROM THE CENTER OF A DIRT ROAD,
 AH1238'45 FEET NORTHWEST FROM A UTILITY POLE AND
 AH1238'2.5 FEET EAST FROM A METAL WITNESS POST.
 AH1238'MARK IS LEVEL WITH STATION.
 AH1238'
 AH1238'AZIMUTH MARK NUMBER 2 IS A STANDARD CGS DISK
 AH1238'STAMPED---LAGUNA MADRE 2 N.B. 1883 1963---,
 AH1238'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AH1238'PROJECTING 18 CM ABOVE THE GROUND.  IT IS LOCATED
 AH1238'47.8 FEET SOUTH-SOUTHWEST FROM A UTILITY POLE,
 AH1238'27 FEET EAST-NORTHEAST FROM THE CENTER OF A DIRT ROAD,
 AH1238'4.0 FEET NORTH FROM A WOOD WITNESS POST AND
 AH1238'2.5 FEET SOUTHWEST FROM A WOOD GATE POST.
 AH1238'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON WEBB DRIVE
 AH1238'FOR 0.05 MILE TO A TRACK ROAD ON THE RIGHT. TURN RIGHT AND GO
 AH1238'SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH THE
 AH1238'GATE AND GO SOUTH FOR 0.1 MILE TO THE JUNCTION OF LAKESIDE DRIVE.
 AH1238'CONTINUE SOUTH ON LAKESIDE DRIVE FOR 0.1 MILE AND THE AZIMUTH
 AH1238'MARK ON THE LEFT.
 AH1238'
 AH1238'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES BETWEEN MARKS.
 AH1238'
 AH1238'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 6.8 METERS.
 AH1238
 AH1238                          STATION RECOVERY (1997)
 AH1238
 AH1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1238'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH1238'DESTROYED.
 AH1238
 AH1238                          STATION RECOVERY (1997)
 AH1238
 AH1238'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1267 ***********************************************************************
 AH1267  DESIGNATION -  LAGUNA MADRE N BASE AZ MK 2
 AH1267  PID         -  AH1267
 AH1267  STATE/COUNTY-  TX/NUECES
 AH1267  USGS QUAD   -  OSO CREEK NE (1975)
 AH1267
 AH1267                         *CURRENT SURVEY CONTROL
 AH1267  ___________________________________________________________________
 AH1267* NAD 83(1993)-  27 40 00.78517(N)    097 16 26.49347(W)     ADJUSTED  
 AH1267* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 AH1267  ___________________________________________________________________
 AH1267  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1267  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH1267
 AH1267  HORZ ORDER  -  SECOND
 AH1267
 AH1267.The horizontal coordinates were established by classical geodetic methods
 AH1267.and adjusted by the National Geodetic Survey in February 1996..
 AH1267.No horizontal observational check was made to the station.
 AH1267
 AH1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1267
 AH1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1267
 AH1267.The geoid height was determined by GEOID03.
 AH1267
 AH1267;                    North         East     Units Scale Factor Converg.
 AH1267;SPC TX S     - 5,222,199.991   420,951.403   MT  0.99996209   +0 33 23.8
 AH1267;SPC TX S     -17,133,167.80  1,381,071.39   sFT  0.99996209   +0 33 23.8
 AH1267;UTM  14      - 3,061,493.199   670,235.868   MT  0.99995772   +0 48 05.8
 AH1267
 AH1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1267!SPC TX S     -   1.00000386  x   0.99996209  =   0.99996595
 AH1267!UTM  14      -   1.00000386  x   0.99995772  =   0.99996158
 AH1267
 AH1267                          SUPERSEDED SURVEY CONTROL
 AH1267
 AH1267  NAD 83(1986)-  27 40 00.79455(N)    097 16 26.46807(W) AD(       ) 2
 AH1267  NAD 27      -  27 39 59.67012(N)    097 16 25.50426(W) AD(       ) 2
 AH1267  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AH1267
 AH1267.Superseded values are not recommended for survey control.
 AH1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1267.See file dsdata.txt to determine how the superseded data were derived.
 AH1267
 AH1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7023661493(NAD 83)
 AH1267_MARKER: DD = SURVEY DISK
 AH1267_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH1267_SP_SET: PREFAB CONC. POST IN EARTH
 AH1267_STAMPING: LAGUNA MADRE N B 1883 1939
 AH1267_MARK LOGO: CGS   
 AH1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1267+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1267
 AH1267  HISTORY     - Date     Condition        Report By
 AH1267  HISTORY     - 1963     MONUMENTED       CGS
 AH1267  HISTORY     - 1980     GOOD             NGS
 AH1267  HISTORY     - 19890215 GOOD             NOS
 AH1267  HISTORY     - 19970726 GOOD             USPSQD
 AH1267  HISTORY     - 20010728 GOOD             USPSQD
 AH1267  HISTORY     - 20020629 GOOD             USPSQD
 AH1267
 AH1267                          STATION DESCRIPTION
 AH1267
 AH1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AH1267'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  A TRAVERSE
 AH1267'CONNECTION WAS MADE TO LAGUNA MADRE N B 1882 USING ELECTRONIC
 AH1267'DISTANCE MEASURING EQUIPMENT.  THE STATION WAS OCCUPIED TO TURN
 AH1267'RECIPRICAL VERTICAL ANGLES TO LAGUNA MADRE N B 1882, ONLY.  A
 AH1267'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AH1267'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE CORPUS CHRISTI
 AH1267'U.S. NAVAL AIR STATION AND 0.2 MILE WEST OF THE WEST SHORE OF
 AH1267'LAGUNA MADRE BAY.
 AH1267'
 AH1267'TO REACH THE STATION FROM THE SOUTH ENTRANCE OF THE NAVAL AIR
 AH1267'STATION, GO SOUTH ON STATE HIGHWAY 358 FOR 0.6 MILE TO A CROSS
 AH1267'ROAD.  TURN LEFT AND GO EAST ON WEBB DRIVE FOR 0.35 MILE TO A
 AH1267'GATE.  CONTINUE EAST FOR 0.2 MILE TO STATION MARK LAGUNA MADRE
 AH1267'N B 1882 ON THE LEFT.  CONTINUE EAST ON WEBB DRIVE FOR 0.05 MILE
 AH1267'TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 AH1267'TRACK ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND GO
 AH1267'SOUTH FOR 0.1 MILE TO A JUNCTION OF A PAVED ROAD.  BEAR LEFT AND
 AH1267'GO SOUTHERLY ON LAKESIDE DRIVE FOR 0.1 MILE TO THE STATION ON
 AH1267'THE LEFT.
 AH1267'
 AH1267'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK.
 AH1267'STAMPED---LAGUNA MADRE N.B. 1883 1939---.
 AH1267'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 AH1267'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 AH1267'158 FEET WEST FROM A POWER POLE,
 AH1267'27 FEET EAST-NORTHEAST FROM THE CENTER OF A PAVED ROAD,
 AH1267'4.0 FEET NORTH FROM A WOOD WITNESS POST AND
 AH1267'2.5 FEET SOUTHWEST FROM A WOOD GATE POST.
 AH1267'
 AH1267'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO MARKS WERE
 AH1267'ESTABLISHED.
 AH1267'
 AH1267'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 AH1267
 AH1267                          STATION RECOVERY (1989)
 AH1267
 AH1267'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1267'THE STATION IS LOCATED ABOUT 1 MI S OF THE CORPUS CHRISTI U.S. NAVAL
 AH1267'AIR STATION AND 0.2 MI W OF THE W SHORE OF LAGUNA MADRE BAY.
 AH1267'TO REACH THE STATION FROM THE S ENTRANCE OF THE NAVAL AIR STATION, GO
 AH1267'S ON STATE HWY 358 FOR 0.6 MI TO A CROSS ROAD.  TURN LEFT AND GO E ON
 AH1267'WEBB DRIVE FOR 0.35 MI TO A GATE.  CONTINUE E FOR 0.2 MI TO STATION
 AH1267'MARK LAGUNA MADRE N B 1882 ON THE LEFT.  CONTINUE E ON WEBB DRIVE FOR
 AH1267'0.05 MI TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO S ON THE
 AH1267'TRACK ROAD FOR 0.1 MI TO A GATE.  PASS THROUGH THE GATE AND GO S FOR
 AH1267'0.1 MI TO A JUNCTION OF A PAVED ROAD.  BEAR LEFT AND GO SOUTHERLY ON
 AH1267'LAKESIDE DRIVE FOR 0.1 MI TO THE STATION ON THE LEFT.
 AH1267'THE STATION IS A STANDARD CGS AZIMUTH MARK SET INTO THE TOP OF A
 AH1267'SQUARE CONCRETE MONUMENT 28 CM ON A SIDE PROJECTING 12 CM ABOVE THE
 AH1267'GROUND.  IT IS LOCATED 48.16 M (158.0 FT) W FROM A POWER POLE, 8.23 M
 AH1267'(27.0 FT) ENE FROM THE CENTER OF A PAVED ROAD, 1.22 M (4.0 FT) N FROM
 AH1267'A WOOD WITNESS POST, AND 0.76 M (2.5 FT) SW FROM A METAL GATE POST
 AH1267'(PART OF THE WEST FENCE SURROUNDING A NATURAL GAS TRANSFER STATION).
 AH1267
 AH1267                          STATION RECOVERY (1997)
 AH1267
 AH1267'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1267'RECOVERED IN GOOD CONDITION.
 AH1267
 AH1267                          STATION RECOVERY (2001)
 AH1267
 AH1267'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1267'RECOVERED IN GOOD CONDITION.
 AH1267
 AH1267                          STATION RECOVERY (2002)
 AH1267
 AH1267'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1292 ***********************************************************************
 AH1292  DESIGNATION -  LAGUNA MADRE S BASE
 AH1292  PID         -  AH1292
 AH1292  STATE/COUNTY-  TX/NUECES
 AH1292  USGS QUAD   -  PITA ISLAND (1975)
 AH1292
 AH1292                         *CURRENT SURVEY CONTROL
 AH1292  ___________________________________________________________________
 AH1292* NAD 83(1993)-  27 37 27.15538(N)    097 17 37.31397(W)     ADJUSTED  
 AH1292* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1292  ___________________________________________________________________
 AH1292  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1292  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AH1292
 AH1292  HORZ ORDER  -  THIRD
 AH1292
 AH1292.The horizontal coordinates were established by classical geodetic methods
 AH1292.and adjusted by the National Geodetic Survey in February 1996..
 AH1292
 AH1292.The orthometric height was scaled from a topographic map.
 AH1292
 AH1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1292
 AH1292.The geoid height was determined by GEOID03.
 AH1292
 AH1292;                    North         East     Units Scale Factor Converg.
 AH1292;SPC TX S     - 5,217,452.733   419,055.839   MT  0.99995373   +0 32 51.6
 AH1292;SPC TX S     -17,117,592.84  1,374,852.37   sFT  0.99995373   +0 32 51.6
 AH1292;UTM  14      - 3,056,737.919   668,360.574   MT  0.99994989   +0 47 28.9
 AH1292
 AH1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1292!SPC TX S     -   1.00000378  x   0.99995373  =   0.99995751
 AH1292!UTM  14      -   1.00000378  x   0.99994989  =   0.99995367
 AH1292
 AH1292:                Primary Azimuth Mark                     Grid Az
 AH1292:SPC TX S     -  WATER TANK NEAR LAGUNA N BASE            021 33 15.8
 AH1292:UTM  14      -  WATER TANK NEAR LAGUNA N BASE            021 18 38.5
 AH1292
 AH1292|---------------------------------------------------------------------|
 AH1292| PID    Reference Object                     Distance      Geod. Az  |
 AH1292|                                                           dddmmss.s |
 AH1292| AH1271 WATER TANK NEAR LAGUNA N BASE       APPROX. 5.5 KM 0220607.4 |
 AH1292| AH1232 GRANTS 2 1912                       APPROX. 9.5 KM 0883015.5 |
 AH1292| CV2551 LAGUNA MADRE S BASE RM                             12906     |
 AH1292| AH1294 BRIGHTON POST OFFICE N GABLE        APPROX. 1.5 KM 2044032.6 |
 AH1292|---------------------------------------------------------------------|
 AH1292
 AH1292                          SUPERSEDED SURVEY CONTROL
 AH1292
 AH1292  NAD 83(1986)-  27 37 27.16530(N)    097 17 37.28852(W) AD(       ) 3
 AH1292  NAD 27      -  27 37 26.03400(N)    097 17 36.32600(W) AD(       ) 3
 AH1292
 AH1292.Superseded values are not recommended for survey control.
 AH1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1292.See file dsdata.txt to determine how the superseded data were derived.
 AH1292
 AH1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6836156738(NAD 83)
 AH1292_MARKER: X = CHISELED CROSS
 AH1292_SETTING: 0 = UNSPECIFIED SETTING
 AH1292
 AH1292  HISTORY     - Date     Condition        Report By
 AH1292  HISTORY     - 1882     MONUMENTED       CGS
 AH1292  HISTORY     - 1912     GOOD             CGS
 AH1292  HISTORY     - 1934     MARK NOT FOUND   CGS
 AH1292  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1292
 AH1292                          STATION DESCRIPTION
 AH1292
 AH1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1292'ABOUT 5-1/2 MILES SSW OF FLOUR BLUFF, 1/2 MILE NNE OF
 AH1292'BRIGHTON POST OFFICE, ABOUT 100 METERS BACK FROM THE SHORELINE,
 AH1292'IN AN OPENING IN A LIVE OAK MOTTE, ABOUT 100 METERS NNE OF
 AH1292'THE OLD THOMPSON HOUSE, AND 5.2 METERS N OF A FENCE WHICH
 AH1292'IS THE N LINE OF THE THOMPSON PROPERTY.  THE LAND ON WHICH
 AH1292'THE STATION STANDS IS OWNED BY THE TEXAS LAND AND CATTLE
 AH1292'COMPANY AND IS NOW LEASED TO WILLIAM CODE FOR PASTURE.  IT
 AH1292'IS CALLED IN THE NUECES COUNTY RECORDS FLOUR BLUFF AND ENCINAL
 AH1292'FARM AND GARDEN TRACTS, AND HAS PUBLIC ROADS 40 FEET WIDE
 AH1292'PROJECTED EVERY MILE FROM N TO S.  THE STATION IS LOCATED
 AH1292'ON THE ROAD (PROJECTED) ALONG THE N SIDE OF THE THOMPSON
 AH1292'PLACE.
 AH1292'
 AH1292'STATION WAS MARKED AS FOLLOWS--A PIT 7 FEET SQUARE WAS EXCAVATED
 AH1292'TO A DEPTH OF 2 FEET.  IN THE CENTER OF THIS, WITH ITS
 AH1292'UPPER SURFACE FLUSH WITH THE BOTTOM OF THE PIT, AN
 AH1292'IRREGULAR STONE ABOUT 14 INCHES SQUARE AND 10 INCHES THICK
 AH1292'WAS SET.  A HOLE WAS DRILLED IN THE TOP OF THIS STONE AND
 AH1292'FILLED WITH LEAD, AND THE CENTER OF THE STATION MARKED THEREON
 AH1292'BY CROSS LINES.  RESTING ON THIS STONE STANDS A PIECE OF WHITE
 AH1292'MARBLE 2-1/2 FEET IN LENGTH AND 6 INCHES SQUARE, WITH THE
 AH1292'LETTERS U.S.C. AND G. SURVEY DEEPLY CUT THEREON NEAR THE
 AH1292'TOP, ONE GROUP ON EACH FACE.  AROUND THIS POST WERE LAID
 AH1292'SYMMETRICALLY FIRST TWO LAYERS OF BRICK, EACH 5 FEET
 AH1292'SQUARE, THEN ONE LAYER 4 FEET SQUARE, THEN ONE LAYER 2-1/2
 AH1292'FEET SQUARE, AND FINALLY TWO LAYERS, EACH 1-1/2 FEET SQUARE.
 AH1292'OVER THIS WERE PLACED SAND AND LAYERS OF LOOSE ROCK,
 AH1292'MAKING A COMPACT MASS OF THE WHOLE.  THIS MARBLE BLOCK HAS
 AH1292'A HOLE ABOUT 1 INCH IN DIAMETER AND 3 INCHES DEEP
 AH1292'DRILLED IN ITS TOP.  THIS HOLE WAS FILLED WITH LEAD AND THE
 AH1292'CENTER OF THE STATION MARKED THEREON BY CROSS LINES.
 AH1292'THE BRICKS USED WERE CONCRETE OF LIME AND SHELLS AND WERE 12
 AH1292'BY 6 BY 4 INCHES IN SIZE.  THE STONE USED FOR THE
 AH1292'SUB-SURFACE MARK AND FOR FILLING IN AROUND THE STATION WAS A
 AH1292'CONGLOMERATE OF SMALL SHELLS FOUND IN THE VICINTY OF BAFFINS
 AH1292'BAY.  IN 1912 THE DIRT WAS REMOVED FROM THE POST UNTIL THE
 AH1292'TOP LAYER OF BRICKS WAS UNCOVERED.  THE BRICKS WERE
 AH1292'FOUND BROKEN AND CONSIDERABLY DISINTEGRATED.  CONCRETE WAS
 AH1292'FILLED AMONG THEM AND UP EVEN TO THE LETTERS ON THE POST.
 AH1292'THE DATE JANUARY 30, 1912 WAS INSCRIBED IN THE CEMENT.
 AH1292'
 AH1292'A REFERENCE MARK, SUCH AS IS DESCRIBED, WAS
 AH1292'SET 31.8 METERS FROM THE STATION S 50 DEG 54 MIN E.
 AH1292'THE REFERENCE MARK BEARS THE LETTERS U.S.R.M. 1905
 AH1292'AND AN ARROW POINTING TO THE STATION.
 AH1292'
 AH1292'THE FOLLOWING BEARINGS ARE FROM THE STATION--CHIMNEY OF
 AH1292'OLD THOMPSON HOUSE (DISTANT 100 METERS), S 29 DEG 34 MIN W.
 AH1292'S GABLE OF WILLIAM CODES HOUSE (DISTANT 3/4 MILE), N 05 DEG 10 MIN E.
 AH1292
 AH1292                          STATION RECOVERY (1934)
 AH1292
 AH1292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1292'STATION IS LOST.  A SEARCH WAS MADE FOR SEVERAL HOURS FOR
 AH1292'THIS STATION BUT NONE OF THE MARKS COULD BE FOUND.
 AH1292
 AH1292                          STATION RECOVERY (2001)
 AH1292
 AH1292'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0373 ***********************************************************************
 AY0373  DESIGNATION -  LAGUNA RM 1
 AY0373  PID         -  AY0373
 AY0373  STATE/COUNTY-  TX/BEXAR
 AY0373  USGS QUAD   -  SOUTHTON (1992)
 AY0373
 AY0373                         *CURRENT SURVEY CONTROL
 AY0373  ___________________________________________________________________
 AY0373* NAD 83(1986)-  29 18 34.     (N)    098 23 36.     (W)     SCALED    
 AY0373* NAVD 88     -       175.047  (meters)     574.30   (feet)  ADJUSTED  
 AY0373  ___________________________________________________________________
 AY0373  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY0373  DYNAMIC HT  -         174.794 (meters)     573.47  (feet)  COMP
 AY0373  MODELED GRAV-     979,193.6   (mgal)                       NAVD 88
 AY0373
 AY0373  VERT ORDER  -  FIRST     CLASS II
 AY0373
 AY0373.The horizontal coordinates were scaled from a topographic map and have
 AY0373.an estimated accuracy of +/- 6 seconds.
 AY0373
 AY0373.The orthometric height was determined by differential leveling
 AY0373.and adjusted by the National Geodetic Survey in June 1991..
 AY0373
 AY0373.The geoid height was determined by GEOID03.
 AY0373
 AY0373.The dynamic height is computed by dividing the NAVD 88
 AY0373.geopotential number by the normal gravity value computed on the
 AY0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0373.degrees latitude (g = 980.6199 gals.).
 AY0373
 AY0373.The modeled gravity was interpolated from observed gravity values.
 AY0373
 AY0373;                    North         East    Units  Estimated Accuracy
 AY0373;SPC TXSC     - 4,163,750.      658,930.      MT  (+/- 180 meters Scaled)
 AY0373
 AY0373                          SUPERSEDED SURVEY CONTROL
 AY0373
 AY0373.No superseded survey control is available for this station.
 AY0373
 AY0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT589424(NAD 83)
 AY0373_MARKER: DR = REFERENCE MARK DISK
 AY0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0373_STAMPING: LAGUNA NO 1 1953
 AY0373_PROJECTION: PROJECTING 7 CENTIMETERS
 AY0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0373+STABILITY: SURFACE MOTION
 AY0373
 AY0373  HISTORY     - Date     Condition        Report By
 AY0373  HISTORY     - 1953     MONUMENTED       CGS
 AY0373  HISTORY     - 1980     GOOD             NGS
 AY0373  HISTORY     - 19950626 GOOD             USPSQD
 AY0373
 AY0373                          STATION DESCRIPTION
 AY0373
 AY0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0373'5.2 MI SE FROM SAN ANTONIO.
 AY0373'5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS JUNCTION WITH LOOP
 AY0373'13 (MILITARY DRIVE) AT SAN ANTONIO, 59 FEET NORTHEAST OF THE CENTER
 AY0373'LINE OF THE HIGHWAY, 112 FEET NORTHEAST OF TRIANGULATION STATION
 AY0373'LAGUNA 1953, 1 FOOT SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 AY0373'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0373
 AY0373                          STATION RECOVERY (1980)
 AY0373
 AY0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0373'15.1 KM (9.4 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM
 AY0373'THE JUNCTION EAST DURANGO BOULEVARD IN SAN ANTONIO, 0.5 KM (0.3 MI)
 AY0373'SOUTHEAST OF THE JUNCTION OF OLD CORPUS CHRISTI ROAD, 18.0 METERS
 AY0373'(59.0 FT) NORTHEAST OF THE CENTERLINE OF THE STREET, 17.7 METERS
 AY0373'(58.0 FT) NORTHWEST OF TELEPHONE POLE NUMBER M-127, 13.7 METERS
 AY0373'((45.0 FT) SOUTHEAST OF A GUYED TELEPHONE POLE, 11.9 METERS (39.0 FT)
 AY0373'NORTHWEST OF A 75-CM MANHOLE COVER, 44.5 METERS (146 FT) SOUTHEAST OF
 AY0373'THE SOUTHEAST CORNER OF A SMALL CINDERBLOCK TELEPHONE COMPANY
 AY0373'BUILDING.
 AY0373'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AY0373'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AY0373
 AY0373                          STATION RECOVERY (1995)
 AY0373
 AY0373'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0374 ***********************************************************************
 AY0374  DESIGNATION -  LAGUNA RM 2
 AY0374  PID         -  AY0374
 AY0374  STATE/COUNTY-  TX/BEXAR
 AY0374  USGS QUAD   -  SOUTHTON (1992)
 AY0374
 AY0374                         *CURRENT SURVEY CONTROL
 AY0374  ___________________________________________________________________
 AY0374* NAD 83(1986)-  29 18 34.     (N)    098 23 36.     (W)     SCALED    
 AY0374* NAVD 88     -       175.630  (meters)     576.21   (feet)  POSTED    
 AY0374  ___________________________________________________________________
 AY0374  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY0374  DYNAMIC HT  -         175.380 (meters)     575.39  (feet)  COMP
 AY0374  MODELED GRAV-     979,193.6   (mgal)                       NAVD 88
 AY0374
 AY0374  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AY0374
 AY0374.The horizontal coordinates were scaled from a topographic map and have
 AY0374.an estimated accuracy of +/- 6 seconds.
 AY0374
 AY0374.The orthometric height was determined by differential leveling
 AY0374.and adjusted by the National Geodetic Survey in 1992..
 AY0374.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AY0374.rate greater than 8.0 mm/km.
 AY0374
 AY0374.The geoid height was determined by GEOID03.
 AY0374
 AY0374.The dynamic height is computed by dividing the NAVD 88
 AY0374.geopotential number by the normal gravity value computed on the
 AY0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0374.degrees latitude (g = 980.6199 gals.).
 AY0374
 AY0374.The modeled gravity was interpolated from observed gravity values.
 AY0374
 AY0374;                    North         East    Units  Estimated Accuracy
 AY0374;SPC TXSC     - 4,163,750.      658,930.      MT  (+/- 180 meters Scaled)
 AY0374
 AY0374                          SUPERSEDED SURVEY CONTROL
 AY0374
 AY0374  NGVD 29 (??/??/92)  175.496  (m)          575.77   (f) ADJ UNCH    1 2
 AY0374
 AY0374.Superseded values are not recommended for survey control.
 AY0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0374.See file dsdata.txt to determine how the superseded data were derived.
 AY0374
 AY0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT589424(NAD 83)
 AY0374_MARKER: DR = REFERENCE MARK DISK
 AY0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0374_STAMPING: LAGUNA NO 2 1953
 AY0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0374+STABILITY: SURFACE MOTION
 AY0374
 AY0374  HISTORY     - Date     Condition        Report By
 AY0374  HISTORY     - 1953     MONUMENTED       CGS
 AY0374  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0374  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0374
 AY0374                          STATION DESCRIPTION
 AY0374
 AY0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0374'5.2 MI SE FROM SAN ANTONIO.
 AY0374'5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS JUNCTION WITH LOOP
 AY0374'13 (MILITARY DRIVE) AT SAN ANTONIO, 59 FEET SOUTHWEST OF THE CENTER
 AY0374'LINE OF THE HIGHWAY, 70.3 FEET SOUTHEAST OF TRIANGULATION STATION
 AY0374'LAGUNA 1953, 1 FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 AY0374'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0374
 AY0374                          STATION RECOVERY (1980)
 AY0374
 AY0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0374'SEARCHED FOR, NOT RECOVERED.
 AY0374
 AY0374                          STATION RECOVERY (1995)
 AY0374
 AY0374'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0719 ***********************************************************************
 DQ0719  DESIGNATION -  LAHEY
 DQ0719  PID         -  DQ0719
 DQ0719  STATE/COUNTY-  TX/TERRY
 DQ0719  USGS QUAD   -  WELLMAN (1969)
 DQ0719
 DQ0719                         *CURRENT SURVEY CONTROL
 DQ0719  ___________________________________________________________________
 DQ0719* NAD 83(1993)-  33 05 23.28794(N)    102 22 42.18097(W)     ADJUSTED  
 DQ0719* NAVD 88     -      1025.5    (meters)    3364.     (feet)  VERTCON   
 DQ0719  ___________________________________________________________________
 DQ0719  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 DQ0719  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DQ0719
 DQ0719  HORZ ORDER  -  SECOND
 DQ0719
 DQ0719.The horizontal coordinates were established by classical geodetic methods
 DQ0719.and adjusted by the National Geodetic Survey in February 1996..
 DQ0719
 DQ0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0719
 DQ0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0719
 DQ0719.The geoid height was determined by GEOID03.
 DQ0719
 DQ0719;                    North         East     Units Scale Factor Converg.
 DQ0719;SPC TXNC     - 2,164,493.201   238,048.478   MT  0.99987284   -2 06 54.9
 DQ0719;SPC TXNC     - 7,101,341.44    780,997.38   sFT  0.99987284   -2 06 54.9
 DQ0719;UTM  13      - 3,664,299.995   744,686.835   MT  1.00033826   +1 25 55.2
 DQ0719
 DQ0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0719!SPC TXNC     -   0.99984266  x   0.99987284  =   0.99971552
 DQ0719!UTM  13      -   0.99984266  x   1.00033826  =   1.00018087
 DQ0719
 DQ0719|---------------------------------------------------------------------|
 DQ0719| PID    Reference Object                     Distance      Geod. Az  |
 DQ0719|                                                           dddmmss.s |
 DQ0719| CJ7648 LAHEY RM 3                           12.002 METERS 01942     |
 DQ0719| CJ7654 LAHEY 2 AZ MK                                      0432357.0 |
 DQ0719| CJ7645 LAHEY AZ MK                                        0442940.8 |
 DQ0719| CJ7646 LAHEY RM 1                           28.720 METERS 17434     |
 DQ0719| DQ0720 LAHEY 2                              35.629 METERS 19231     |
 DQ0719| CJ7647 LAHEY RM 2                           29.965 METERS 24528     |
 DQ0719| CJ7649 LAHEY RM 4                           29.700 METERS 24541     |
 DQ0719|---------------------------------------------------------------------|
 DQ0719
 DQ0719                          SUPERSEDED SURVEY CONTROL
 DQ0719
 DQ0719  NAD 83(1986)-  33 05 23.29587(N)    102 22 42.17438(W) AD(       ) 2
 DQ0719  NAD 27      -  33 05 22.96200(N)    102 22 40.49600(W) AD(       ) 2
 DQ0719  NGVD 29 (07/19/86) 1025.2    (m)         3364.     (f) VERT ANG       
 DQ0719
 DQ0719.Superseded values are not recommended for survey control.
 DQ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0719.See file dsdata.txt to determine how the superseded data were derived.
 DQ0719
 DQ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4468764300(NAD 83)
 DQ0719_MARKER: DS = TRIANGULATION STATION DISK
 DQ0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0719
 DQ0719  HISTORY     - Date     Condition        Report By
 DQ0719  HISTORY     - 1935     MONUMENTED       CGS
 DQ0719  HISTORY     - 1938     GOOD             TXHD
 DQ0719  HISTORY     - 1954     POOR             LOCENG
 DQ0719  HISTORY     - 1955     GOOD             CGS
 DQ0719  HISTORY     - 1957     SEE DESCRIPTION  CGS
 DQ0719
 DQ0719                          STATION DESCRIPTION
 DQ0719
 DQ0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0719'STATION IS 3 MILES AIRLINE SW OF LAHEY POST OFFICE, 4.3 MILES
 DQ0719'AIRLINE NE OF WELLMAN POST OFFICE AND ON THE SE SIDE OF STATE
 DQ0719'HIGHWAY 51.  IT IS 11 FEET W OF A N-S FENCE LINE, 56 FEET SSW OF
 DQ0719'THE INTERSECTION OF THIS FENCE AND ONE PARALLELING THE HIGHWAY,
 DQ0719'97 FEET S OF THE INTERSECTION OF THE HIGHWAY AND A N-S TRACK
 DQ0719'ROAD, 26 FEET E OF THIS N-S TRACK ROAD, AND 98 FEET NW OF THE
 DQ0719'METAL CONE SHAPED COVER OF A GAS LINE VALVE-WELL, MARK PROJECTS
 DQ0719'4 INCHES.
 DQ0719'
 DQ0719'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0719'BRONZE DISKS SET IN CONCRETE.
 DQ0719'
 DQ0719'REFERENCE MARK NO. 1 IS S OF THE STATION, 2 FEET W OF A N-S
 DQ0719'WIRE FENCE, 22 FEET W OF THE VALVE-WELL COVER, 36 FEET E
 DQ0719'OF THE N-S TRACK ROAD AND PROJECTS 2 INCHES.
 DQ0719'
 DQ0719'REFERENCE MARK NO. 2 IS W OF THE STATION, 51 FEET S OF THE
 DQ0719'CENTER LINE OF THE HIGHWAY, 2 FEET S OF A SW-NE FENCE THAT
 DQ0719'PARALLELS THE HIGHWAY, AND PROJECTS 3 INCHES.
 DQ0719'
 DQ0719'AZIMUTH MARK IS NE OF STATION, 52 FEET S OF THE CENTER LINE OF THE
 DQ0719'SANTA FE RAILROAD TRACKS, 48 FEET N OF THE CENTER LINE OF STATE
 DQ0719'HIGHWAY 51, 20 FEET E OF THE E GATEPOST OF A PIPE GATE, 1 FOOT
 DQ0719'S OF A WIRE FENCE, AND PROJECTS 6 INCHES.
 DQ0719'
 DQ0719'STATION IS REACHED FROM LAHEY POST OFFICE, BY DRIVING SW ON
 DQ0719'STATE HIGHWAY 51 FOR 3.0 MILES TO STATION.
 DQ0719'
 DQ0719'A 25-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 DQ0719
 DQ0719                          STATION RECOVERY (1938)
 DQ0719
 DQ0719'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0719'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DQ0719'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0719
 DQ0719                          STATION RECOVERY (1954)
 DQ0719
 DQ0719'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (HLG)
 DQ0719'STATION RECOVERED BY SEISMIC EXPLORATIONS INC.
 DQ0719'
 DQ0719'STATION MONUMENT AND REFERENCE MARKS 1 AND 2 WERE LYING ON THE
 DQ0719'GROUND, EVIDENTLY THE RESULT OF BULLDOZER OPERATIONS.  FAILED
 DQ0719'TO LOCATE THE AZIMUTH MARK.  IT IS PROBABLY COVERED WITH SAND.
 DQ0719
 DQ0719                          STATION RECOVERY (1955)
 DQ0719
 DQ0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRP)
 DQ0719'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.
 DQ0719'BOTH REFERENCE MARKS HAVE BEEN DESTROYED.  THE AZIMUTH MARK
 DQ0719'WAS RECOVERED IN GOOD CONDITION, 1.3 MI. NE OF THE STATION AND
 DQ0719'NOT 1.0 MI. AS DESCRIBED.  ROADS AND LOCAL FEATURES HAVE CHANGED,
 DQ0719'AND A NEW DESCRIPTION IS AS FOLLOWS--
 DQ0719'
 DQ0719'STATION IS ABOUT 3 MI. AIRLINE SW OF THE LAHEY POST OFFICE,
 DQ0719'4.3 MI. NE OF THE WELLMAN POST OFFICE, AND ALONG THE SE SIDE OF
 DQ0719'STATE HIGHWAY 51.  IT IS IN THE EDGE OF A CULTIVATED FIELD,
 DQ0719'103 FT. N OF A GASLINE VALVE, 85.5 FT. SE OF THE CENTERLINE OF
 DQ0719'STATE HIGHWAY 51, 32.5 FT. SE OF THE SE RIGHT-OF-WAY FENCE
 DQ0719'LINE, AND 15 FT. E OF THE PROJECTION OF THE CENTERLINE OF F.M.
 DQ0719'ROAD 300 WHICH LEADS N FROM THE HIGHWAY.  STATION SUBSURFACE
 DQ0719'MARK IS ABOUT 3 FT. BELOW THE SURFACE, A DISK, STAMPED LAHEY
 DQ0719'1935 IN A CONCRETE BLOCK.  A SURFACE MONUMENT IS
 DQ0719'MARKED BY A DISK, STAMPED LAHEY 1935 1955 AND SET IN A
 DQ0719'CONCRETE MONUMENT WITH THE TOP ABOUT 8 IN. BELOW THE
 DQ0719'SURFACE OF THE CULTIVATED FIELD.
 DQ0719'
 DQ0719'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LAHEY 1935 NO
 DQ0719'3 1955 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT 3 IN.
 DQ0719'4 FT. N OF A POWER POLE, AND 15 FT. SE OF THE SE
 DQ0719'RIGHT-OF-WAY LINE OF THE HIGHWAY.
 DQ0719'
 DQ0719'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED LAHEY 1935 NO 4
 DQ0719'1955 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT 8 IN.
 DQ0719'NEAR THE SITE OF THE ORIGINAL REFERENCE MARK 2,
 DQ0719'1 FT. W OF THE SE RIGHT-OF-WAY FENCE LINE OF STATE HIGHWAY 51,
 DQ0719'58 FT. SE OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 100 FT.
 DQ0719'SW OF THE CENTERLINE OF THE JUNCTION OF F.M. ROAD 300 AND STATE
 DQ0719'HIGHWAY 51.
 DQ0719'
 DQ0719'THE AZIMUTH MARK IS 1.3 MI. NE OF THE STATION, ABOUT MIDWAY
 DQ0719'BETWEEN THE SANTA FE TRACKS AND STATE HIGHWAY 51, AND ABOUT 30 FT.
 DQ0719'NE OF A FARM ROAD CROSSING THE TRACKS.  A STANDARD DISK, STAMPED
 DQ0719'LAHEY 1935 AND SET IN A CONCRETE POST WHICH PROJECTS ABOUT 6
 DQ0719'IN.
 DQ0719'
 DQ0719'REACHED FROM THE POST OFFICE AT LAHEY, BY GOING SW OF U.S.
 DQ0719'HIGHWAY 51 FOR 3.0 MI. TO THE STATION ON THE LEFT AS DESCRIBED.
 DQ0719
 DQ0719                          STATION RECOVERY (1957)
 DQ0719
 DQ0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 DQ0719'LAHEY 2 1957 WAS ESTABLISHED TO REPLACE LAHEY WHICH IS IN THE
 DQ0719'WAY OF NEW HIGHWAY CONSTRUCTION.  THE REFERENCE MARKS AND THE
 DQ0719'AZIMUTH WERE DESTROYED AFTER LAHEY 2 WAS ESTABLISHED, THE
 DQ0719'LAHEY SURFACE MARK WHICH IS ABOUT 1 FOOT BELOW THE SURFACE WAS
 DQ0719'LEFT IN PLACE BUT IT WILL PROBABLY BE DESTROYED DURING
 DQ0719'CONSTRUCTION OF THE DIVIDED EXPRESSWAY.  THE SUBMARK WILL BE IN
 DQ0719'PLACE BUT UNDER THE EDGE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1858 ***********************************************************************
 FL1858  DESIGNATION -  LAHEY
 FL1858  PID         -  FL1858
 FL1858  STATE/COUNTY-  TX/POTTER
 FL1858  USGS QUAD   -  MARSH (1953)
 FL1858
 FL1858                         *CURRENT SURVEY CONTROL
 FL1858  ___________________________________________________________________
 FL1858* NAD 83(1993)-  35 34 24.33248(N)    101 57 00.32667(W)     ADJUSTED  
 FL1858* NAVD 88     -      1081.     (meters)    3547.     (feet)  SCALED    
 FL1858  ___________________________________________________________________
 FL1858  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 FL1858  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FL1858
 FL1858  HORZ ORDER  -  THIRD
 FL1858
 FL1858.The horizontal coordinates were established by classical geodetic methods
 FL1858.and adjusted by the National Geodetic Survey in February 1996..
 FL1858
 FL1858.The orthometric height was scaled from a topographic map.
 FL1858
 FL1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1858
 FL1858.The geoid height was determined by GEOID03.
 FL1858
 FL1858;                    North         East     Units Scale Factor Converg.
 FL1858;SPC TX N     - 1,174,643.893   159,204.365   MT  0.99991455   -0 15 39.0
 FL1858;SPC TX N     - 3,853,810.84    522,322.99   sFT  0.99991455   -0 15 39.0
 FL1858;UTM  14      - 3,940,642.869   232,652.341   MT  1.00048088   -1 43 02.0
 FL1858;UTM  13      - 3,940,918.746   776,396.302   MT  1.00054153   +1 46 31.4
 FL1858
 FL1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1858!SPC TX N     -   0.99983456  x   0.99991455  =   0.99974912
 FL1858!UTM  14      -   0.99983456  x   1.00048088  =   1.00031536
 FL1858!UTM  13      -   0.99983456  x   1.00054153  =   1.00037600
 FL1858
 FL1858|---------------------------------------------------------------------|
 FL1858| PID    Reference Object                     Distance      Geod. Az  |
 FL1858|                                                           dddmmss.s |
 FL1858| CJ7652 LAHEY RM 1                           31.455 METERS 07956     |
 FL1858| CJ7650 LAHEY AZ MK                                        1534136.1 |
 FL1858| FL1860 D 1 TT                               27.902 METERS 18125     |
 FL1858| CJ7651 LAHEY AZ MK 2                                      2702423.0 |
 FL1858| CJ7653 LAHEY RM 2                           13.433 METERS 33430     |
 FL1858| FL1864 EXCELL US BUR OF MINE LOT           APPROX. 6.3 KM 3392106.3 |
 FL1858| FL1863 EXCELL US BUR OF MINE WATER TK      APPROX. 6.4 KM 3401417.6 |
 FL1858|---------------------------------------------------------------------|
 FL1858
 FL1858                          SUPERSEDED SURVEY CONTROL
 FL1858
 FL1858  NAD 83(1993)-  35 34 24.33424(N)    101 57 00.32054(W) AD(       ) 3
 FL1858  NAD 83(1986)-  35 34 24.34026(N)    101 57 00.31682(W) AD(       ) 3
 FL1858  NAD 27      -  35 34 24.17900(N)    101 56 58.65500(W) AD(       ) 3
 FL1858
 FL1858.Superseded values are not recommended for survey control.
 FL1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1858.See file dsdata.txt to determine how the superseded data were derived.
 FL1858
 FL1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3265240643(NAD 83)
 FL1858_MARKER: DS = TRIANGULATION STATION DISK
 FL1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1858
 FL1858  HISTORY     - Date     Condition        Report By
 FL1858  HISTORY     - 1951     MONUMENTED       CGS
 FL1858  HISTORY     - 1956     GOOD             CGS
 FL1858  HISTORY     - 1959     GOOD             CGS
 FL1858  HISTORY     - 1966     GOOD             CGS
 FL1858  HISTORY     - 1973     GOOD             USAF
 FL1858
 FL1858                          STATION DESCRIPTION
 FL1858
 FL1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1858'STATION IS LOCATED, AIRLINE, ABOUT 20 MILES SOUTH OF DUMAS,
 FL1858'9 MILES NORTH OF THE CANADIAN RIVER, 3-1/2 MILES SOUTH OF
 FL1858'THE MOORE-POTTER COUNTY LINE AND ON THE WEST RIGHT-OF-WAY OF
 FL1858'U.S. HIGHWAY 287.
 FL1858'
 FL1858'STATION MARK, STAMPED LAHEY 1951, IS A STANDARD DISK SET
 FL1858'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1858'4 INCHES.  IT IS 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 FL1858'AND 2 FEET EAST OF THE FENCE LINE.
 FL1858'
 FL1858'REFERENCE MARK NUMBER 1, STAMPED LAHEY NO 1 1951, IS A STANDARD
 FL1858'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1858'PROJECTS 3 INCHES AND IS 24 INCHES LOWER IN ELEVATION THAN
 FL1858'THE STATION.  IT IS 50 FEET EAST OF THE CENTERLINE OF THE
 FL1858'HIGHWAY AND 12 INCHES WEST OF THE FENCE LINE.
 FL1858'
 FL1858'REFERENCE MARK NUMBER 2, STAMPED LAHEY NO 2 1951, IS A STANDARD
 FL1858'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1858'PROJECTS 2 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 FL1858'IT IS 51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 10
 FL1858'INCHES WEST OF THE FENCE LINE.
 FL1858'
 FL1858'AZIMUTH MARK, STAMPED LAHEY 1951, IS A STANDARD DISK SET IN
 FL1858'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 FL1858'INCHES.  TO REACH FROM THE STATION, GO SOUTH-SOUTHEAST ON U.S.
 FL1858'HIGHWAY 87 AND 287 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 FL1858'LEFT SIDE OF THE HIGHWAY.  IT IS 76 FEET EAST OF THE CENTERLINE
 FL1858'OF THE HIGHWAY AND 16 INCHES WEST OF THE FENCE LINE.
 FL1858'
 FL1858'THE STATION IS REACHED AS FOLLOWS--FROM THE COURTHOUSE IN
 FL1858'AMARILLO, GO NORTH ON U.S. HIGHWAY 87 AND 287 FOR 18.5 MILES
 FL1858'TO THE CANADIAN RIVER BRIDGE.  CONTINUE NORTH ON THE HIGHWAY
 FL1858'FOR 8.1 MILES TO A T-ROAD ON THE LEFT AND THE STATION.
 FL1858'
 FL1858'BENCH MARK D1 TT IS A U.S. GEOLOGICAL SURVEY TRIANGULATION
 FL1858'BRONZE DISK, STAMPED D1 TT 1933, SET IN THE TOP OF A 6 INCH
 FL1858'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND IS ABOUT THE
 FL1858'SAME ELEVATION AS THE STATION, 45 FEET SOUTHWEST OF A CATTLE
 FL1858'GUARD, 40 FEET WEST OF A FENCE CORNER AND 16 INCHES NORTH OF
 FL1858'A FENCE LINE.
 FL1858'
 FL1858'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 FL1858
 FL1858                          STATION RECOVERY (1956)
 FL1858
 FL1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1858'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1858'MARK WERE RECOVERED IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING
 FL1858'TO STATION SITE ARE CORRECT.
 FL1858
 FL1858                          STATION RECOVERY (1959)
 FL1858
 FL1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 FL1858'THIS STATION, THE AZIMUTH MARK AND THE REFERENCE MARKS WERE
 FL1858'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1858'
 FL1858'THE AZIMUTH MARK WAS DESTROYED TO CLEAR HIGHWAY CONSTRUCTION
 FL1858'AFTER A NEW AZIMUTH MARK WAS ESTABLISHED, AS FOLLOWS.
 FL1858'
 FL1858'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAHEY 1951-1959 IN
 FL1858'A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS 0.5 MILE WEST
 FL1858'OF THE STATION IN THE FORK OF A ROAD AND AT THE TOP OF A
 FL1858'DIVIDE.  IT IS 12 YARDS SOUTH OF THE CENTERLINE OF A GRADED
 FL1858'ROAD WHICH LEADS WEST FROM THE STATION, 10 YARDS NORTHWEST
 FL1858'OF THE CENTERLINE OF THE TRACK ROAD LEADING SOUTHWEST AND
 FL1858'7 YARDS SOUTHWEST OF A SIGN SINCLAIR OIL AND GAS.
 FL1858
 FL1858                          STATION RECOVERY (1966)
 FL1858
 FL1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 FL1858'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 FL1858'MARK WERE RECOVERED IN GOOD CONDITION.  THE USGS BM DITT 1933
 FL1858'WAS FOUND TO BE DESTROYED.  THE TOP OF CONCRETE POST HAD
 FL1858'BEEN BROKEN OFF FROM ITS BASE WHICH WAS FOUND ABOUT 3 INCHES
 FL1858'BELOW THE SURFACE OF GROUND.
 FL1858'
 FL1858'DUE TO CHANGES OF FENCE LINES AND ROAD IMPROVEMENTS ADDITIONAL
 FL1858'MEASUREMENTS WERE MADE FOR FUTURE RECOVERY OF MARKS AS FOLLOWS--
 FL1858'
 FL1858'STATION MARK, A STANDARD DISK, STAMPED LAHEY 1951, SET IN
 FL1858'A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 FL1858'GROUND.  IT IS 52 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 FL1858'287 SOUTH BOUND TRAFFIC LANE, 70 FEET NORTH OF CENTER OF A
 FL1858'PRIVATE RANCH ROAD, 98 FEET NORTHEAST OF THE CENTER OF A CATTLE
 FL1858'GUARD, 61 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 7 FEET
 FL1858'SOUTH OF A 4 IN X 4 IN WOODEN WITNESS POST.
 FL1858'
 FL1858'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED LAHEY NO 1
 FL1858'1951, SET IN A 10 IN X 10 IN CONCRETE POST ABOUT 6 INCHES
 FL1858'BELOW THE SURFACE OF GROUND.  IT IS 49 FEET EAST OF THE SOUTH
 FL1858'BOUND TRAFFIC LANE CENTER LINE, 35 FEET WEST OF THE NORTH
 FL1858'BOUND TRAFFIC LANE CENTER LINE, 22 FEET NORTH OF THE NORTHEAST
 FL1858'CORNER OF A CONCRETE WATER INLET IN MEDIAN OF HIGHWAY.
 FL1858'
 FL1858'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED LAHEY NO 2
 FL1858'1951 SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE
 FL1858'SURFACE OF GROUND.  IT IS 54 FEET WEST OF THE SOUTH BOUND
 FL1858'TRAFFIC LANE CENTER LINE, 113 FEET NORTH OF CENTER OF THE
 FL1858'PRIVATE ROAD, AND 55 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE.
 FL1858'
 FL1858'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK, STAMPED LAHEY
 FL1858'AZI NO 2 1959, IS SET IN A 10 IN X 10 IN CONCRETE POST
 FL1858'WHICH PROJECTS 5 INCHES.  IT IS 38 FEET SOUTH OF CENTER OF
 FL1858'THE BLADED ROAD, 36 FEET WEST OF A TRACK ROAD, AND 22 FEET
 FL1858'SOUTHWEST OF AN IRON SIGN POST.
 FL1858'
 FL1858'TO REACH THE STATION FROM THE POST OFFICE IN MASTERSON, GO
 FL1858'SOUTH ON U.S. HIGHWAY 287 FOR 4.15 MILES TO STATION ON THE
 FL1858'RIGHT.
 FL1858'
 FL1858'TO REACH AZIMUTH MARK FROM THE STATION, GO WEST ON THE BLADED
 FL1858'ROAD FOR 0.55 MILE TO MARK ON THE LEFT.
 FL1858'
 FL1858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES SOUTH
 FL1858
 FL1858                          STATION RECOVERY (1973)
 FL1858
 FL1858'RECOVERY NOTE BY US AIR FORCE 1973
 FL1858'STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FL1858'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS REACHED AS
 FL1858'FOLLOWS--FROM THE COURTHOUSE IN AMARILLO, GO NORTH ON U.S.
 FL1858'HIGHWAY 87 AND 287 FOR 18.5 MILES TO THE CANADIAN RIVER BRIDGE.
 FL1858'CONTINUE NORTH ON THE HIGHWAY FOR 8.1 MILES TO A T-ROAD ON
 FL1858'THE LEFT AND THE STATION.  AZIMUTH MARK, STAMPED LAHEY 1951,
 FL1858'IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FL1858'POST THAT PROJECTS 2 INCHES. TO REACH FROM THE STATION GO
 FL1858'SOUTH-SOUTHEAST ON U.S. HIGHWAY 87 AND 287 FOR 1.0 MILES
 FL1858'TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0720 ***********************************************************************
 DQ0720  DESIGNATION -  LAHEY 2
 DQ0720  PID         -  DQ0720
 DQ0720  STATE/COUNTY-  TX/TERRY
 DQ0720  USGS QUAD   -  WELLMAN (1969)
 DQ0720
 DQ0720                         *CURRENT SURVEY CONTROL
 DQ0720  ___________________________________________________________________
 DQ0720* NAD 83(1993)-  33 05 22.15892(N)    102 22 42.47876(W)     ADJUSTED  
 DQ0720* NAVD 88     -      1024.7    (meters)    3362.     (feet)  VERTCON   
 DQ0720  ___________________________________________________________________
 DQ0720  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 DQ0720  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DQ0720
 DQ0720  HORZ ORDER  -  SECOND
 DQ0720
 DQ0720.The horizontal coordinates were established by classical geodetic methods
 DQ0720.and adjusted by the National Geodetic Survey in February 1996..
 DQ0720
 DQ0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0720
 DQ0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0720
 DQ0720.The geoid height was determined by GEOID03.
 DQ0720
 DQ0720;                    North         East     Units Scale Factor Converg.
 DQ0720;SPC TXNC     - 2,164,458.732   238,039.478   MT  0.99987284   -2 06 55.1
 DQ0720;SPC TXNC     - 7,101,228.36    780,967.85   sFT  0.99987284   -2 06 55.1
 DQ0720;UTM  13      - 3,664,265.019   744,679.981   MT  1.00033822   +1 25 55.0
 DQ0720
 DQ0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0720!SPC TXNC     -   0.99984278  x   0.99987284  =   0.99971564
 DQ0720!UTM  13      -   0.99984278  x   1.00033822  =   1.00018095
 DQ0720
 DQ0720|---------------------------------------------------------------------|
 DQ0720| PID    Reference Object                     Distance      Geod. Az  |
 DQ0720|                                                           dddmmss.s |
 DQ0720| DQ0719 LAHEY                                35.629 METERS 01231     |
 DQ0720| CJ7654 LAHEY 2 AZ MK                                      0425656.3 |
 DQ0720| CJ7645 LAHEY AZ MK                                        0440141.3 |
 DQ0720| CJ7646 LAHEY RM 1                           23.880 METERS 07931     |
 DQ0720| CJ7647 LAHEY RM 2                           23.866 METERS 15832     |
 DQ0720|---------------------------------------------------------------------|
 DQ0720
 DQ0720                          SUPERSEDED SURVEY CONTROL
 DQ0720
 DQ0720  NAD 83(1986)-  33 05 22.16686(N)    102 22 42.47217(W) AD(       ) 2
 DQ0720  NAD 27      -  33 05 21.83300(N)    102 22 40.79400(W) AD(       ) 2
 DQ0720  NGVD 29 (07/19/86) 1024.4    (m)         3361.     (f) VERT ANG       
 DQ0720
 DQ0720.Superseded values are not recommended for survey control.
 DQ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0720.See file dsdata.txt to determine how the superseded data were derived.
 DQ0720
 DQ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4468064265(NAD 83)
 DQ0720_MARKER: DS = TRIANGULATION STATION DISK
 DQ0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0720
 DQ0720  HISTORY     - Date     Condition        Report By
 DQ0720  HISTORY     - 1957     MONUMENTED       CGS
 DQ0720  HISTORY     - 1968     GOOD             USGS
 DQ0720  HISTORY     - 1984     GOOD             USPSQD
 DQ0720
 DQ0720                          STATION DESCRIPTION
 DQ0720
 DQ0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (PT)
 DQ0720'STATION IS ABOUT 8.4 MILES SOUTHWEST OF THE MAIN HIGHWAY INTERSECTION
 DQ0720'IN BROWNFIELD AND 4.0 MILES NORTHEAST OF WELLMAN AT THE EAST SIDE
 DQ0720'OF THE INTERSECTION OF U.S. HIGHWAY NOS. 62 AND 51 AND STATE
 DQ0720'ROAD NO. 300 WHICH LEADS NORTH ACROSS THE TRACKS.
 DQ0720'
 DQ0720'STATION IS MARKED BY A STANDARD DISK STAMPED LAHEY 2 1957 IN
 DQ0720'CONCRETE PROJECTING ABOUT 1 INCH, 3 FEET NORTH OF THE CONCRETE
 DQ0720'BASE OF AN IRRIGATION WELL AND PUMP, 5 FEET EAST OF THE EAST
 DQ0720'RIGHT-OF-WAY LINE OF THE HIGHWAY AND ABOUT 0.1 MILE NORTHEAST
 DQ0720'OF THE FARM HOME OF THE PROPERTY OWNER, MR. DUNCAN.
 DQ0720'
 DQ0720'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAHEY 2 1957 IN
 DQ0720'CONCRETE WHICH PROJECTS ABOUT 6 INCHES, AND IS 6 FEET EAST OF
 DQ0720'THE NORTHWEST RIGHT-OF-WAY FENCE OF THE RAILROAD, 27 YARDS
 DQ0720'NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 30 FEET SOUTHWEST OF A
 DQ0720'GATE IN THE RIGHT-OF-WAY FENCE.
 DQ0720'
 DQ0720'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LAHEY 2 1957
 DQ0720'NO. 1 IN CONCRETE POSTPROJECTING ABOUT 8 INCHES AND IS 2
 DQ0720'FEET WEST OF A PIPE-LINE VALVE AND METER IN THE CULTIVATED FIELD.
 DQ0720'
 DQ0720'REFERENCE NO. 2 IS A STANDARD DISK STAMPED LAHEY 2 1957 NO. 2 IN
 DQ0720'CONCRETE PROJECTING ABOUT 4 INCHES, IN THE CULTIVATED FIELD AND
 DQ0720'IS ABOUT 2 FEET EAST OF A BRACED POWER LINE POLE.
 DQ0720'
 DQ0720'LAHEY 1935 IS MARKED BY A STANDARD SUBSURFACE MARK, A DISK
 DQ0720'STAMPED LAHEY 1935 IN A CONCRETE ABOUT 30 INCHES BELOW THE
 DQ0720'SURFACE.  THE UPPER MARK IS A SIMILAR MARK AND IS ABOUT 10 INCHES
 DQ0720'BELOW THE SURFACE OF THE GROUND.  IT IS WITHIN THE HIGHWAY
 DQ0720'CONSTRUCTION AREA AND IT WILL BE SUBJECT TO DISTRUBANCE.
 DQ0720'THE LOWER MARK WILL PROBABLY REMAIN IN PLACE.
 DQ0720
 DQ0720                          STATION RECOVERY (1968)
 DQ0720
 DQ0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0720'THE STATION IS LOCATED SOUTH 45 DEG WEST ABOUT 8.5 MILES AIRLINE
 DQ0720'FROM BROWNFIELD, TEXAS, ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY
 DQ0720'62.
 DQ0720'
 DQ0720'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 380, GO
 DQ0720'8.7 MILES SOUTHWEST ON U.S. HIGHWAY 62 TO THE JUNCTION OF
 DQ0720'FARM-TO-MARKET ROAD 303 AND THE STATION SITE ON THE LEFT.  THE
 DQ0720'STATION IS 55 FEET SOUTHEAST NORMAL FROM THE NORTH BOUND LANE
 DQ0720'OF THE HIGHWAY AND 3 FEET NORTH OF AN IRRIGATION WELL PUMP HOUSE.
 DQ0720'
 DQ0720'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 DQ0720'FLUSH WITH THE GROUND AND STAMPED LAHEY 2 1957.
 DQ0720'
 DQ0720'REFERENCE MARK NO. 1--THE REFERENCE MARK IS IN A CULTIVATED
 DQ0720'FIELD 20 FEET EAST OF A POWERLINE POLE.  THE SIGHT LINE TO THE
 DQ0720'STATION IS OBSTRUCTED BY THE PUMP HOUSE.  A USC AND GS BRONZE
 DQ0720'REFERENCE DISK SET IN A CONCRETE POST PROJECTING 0.2 FOOT AND
 DQ0720'STAMPED LAHEY 1935 R.M. NO. 1.  NOTE--THIS REFERENCE MARK IS
 DQ0720'DESCRIBED IN THE 1957 NOTES AS LAHEY 2 R.M. NO. 2 1957.
 DQ0720'
 DQ0720'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 20 FEET WEST OF A
 DQ0720'PIPELINE VALVE AND METER.  A USC AND GS BRONZE REFERENCE MARK
 DQ0720'DISK SET IN A CONCRETE POST PROJECTING 10 FEET AND STAMPED LAHEY
 DQ0720'1935-1955 NO. 2.  NOTE--THIS REFERENCE MARK NUMBER HAS BEEN
 DQ0720'OVERSTAMPED BUT IS THE REFERENCE MARK DESCRIBED IN THE 1957 NOTES
 DQ0720'AS LAHEY 2 R.M. NO. 1 1957.
 DQ0720'
 DQ0720'AZIMUTH MARK LAHEY 2 1957 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DQ0720'STATION WELLMAN ET 1968 IS VISIBLE FROM THE GROUND AND ALSO MAY
 DQ0720'BE USED AS AN AZIMUTH MARK.
 DQ0720
 DQ0720                          STATION RECOVERY (1984)
 DQ0720
 DQ0720'RECOVERY NOTE BY US POWER SQUADRON 1984 (TKF)
 DQ0720'LANEY 2 1957 STATION MARK-GOOD CONDITION.
 DQ0720'REFERENCE MARKS 1 AND 2 - DESTROYED.
 DQ0720'AZIMUTH MARK - GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1577 ***********************************************************************
 AE1577  DESIGNATION -  LAHOMA
 AE1577  PID         -  AE1577
 AE1577  STATE/COUNTY-  TX/HIDALGO
 AE1577  USGS QUAD   -  ALTON (1963)
 AE1577
 AE1577                         *CURRENT SURVEY CONTROL
 AE1577  ___________________________________________________________________
 AE1577* NAD 83(1993)-  26 18 29.50023(N)    098 20 52.08978(W)     ADJUSTED  
 AE1577* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 AE1577  ___________________________________________________________________
 AE1577  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AE1577  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE1577
 AE1577  HORZ ORDER  -  SECOND
 AE1577
 AE1577.The horizontal coordinates were established by classical geodetic methods
 AE1577.and adjusted by the National Geodetic Survey in February 1996..
 AE1577
 AE1577.The orthometric height was scaled from a topographic map.
 AE1577
 AE1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1577
 AE1577.The geoid height was determined by GEOID03.
 AE1577
 AE1577;                    North         East     Units Scale Factor Converg.
 AE1577;SPC TX S     - 5,071,086.545   315,197.165   MT  0.99996737   +0 04 08.8
 AE1577;SPC TX S     -16,637,389.77  1,034,109.37   sFT  0.99996737   +0 04 08.8
 AE1577;UTM  14      - 2,909,979.379   565,099.990   MT  0.99965232   +0 17 20.6
 AE1577
 AE1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1577!SPC TX S     -   0.99999546  x   0.99996737  =   0.99996283
 AE1577!UTM  14      -   0.99999546  x   0.99965232  =   0.99964779
 AE1577
 AE1577:                Primary Azimuth Mark                     Grid Az
 AE1577:SPC TX S     -  MOORE FIELD WATER TANK                   009 20 52.2
 AE1577:UTM  14      -  MOORE FIELD WATER TANK                   009 07 40.4
 AE1577
 AE1577|---------------------------------------------------------------------|
 AE1577| PID    Reference Object                     Distance      Geod. Az  |
 AE1577|                                                           dddmmss.s |
 AE1577| AE1574 MOORE FIELD WATER TANK              APPROX. 9.7 KM 0092501.0 |
 AE1577| CV2554 LAHOMA RM 2                          21.885 METERS 10311     |
 AE1577| AE1523 MISSION OLD MUNICIPAL TANK          APPROX.10.7 KM 1684232.0 |
 AE1577| AE1518 MISSION NEW MUNICIPAL TANK          APPROX.10.2 KM 1695603.5 |
 AE1577| CV2553 LAHOMA RM 1                          15.648 METERS 34246     |
 AE1577| CV2552 LAHOMA AZ MK                                       3434452.2 |
 AE1577| AE1575 TALPA                               APPROX. 8.7 KM 3521737.4 |
 AE1577|---------------------------------------------------------------------|
 AE1577
 AE1577                          SUPERSEDED SURVEY CONTROL
 AE1577
 AE1577  NAD 83(1986)-  26 18 29.50574(N)    098 20 52.05456(W) AD(       ) 2
 AE1577  NAD 27      -  26 18 28.25174(N)    098 20 50.99471(W) AD(       ) 2
 AE1577
 AE1577.Superseded values are not recommended for survey control.
 AE1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1577.See file dsdata.txt to determine how the superseded data were derived.
 AE1577
 AE1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6510009979(NAD 83)
 AE1577_MARKER: DS = TRIANGULATION STATION DISK
 AE1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1577
 AE1577  HISTORY     - Date     Condition        Report By
 AE1577  HISTORY     - 1946     MONUMENTED       CGS
 AE1577  HISTORY     - 1949     MARK NOT FOUND   TXHD
 AE1577  HISTORY     - 1958     GOOD             AMS
 AE1577  HISTORY     - 1958     GOOD             LOCENG
 AE1577  HISTORY     - 1962     GOOD             CGS
 AE1577
 AE1577                          STATION DESCRIPTION
 AE1577
 AE1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1577'STATION IS LOCATED ABOUT 11 MILES WEST OF EDINBURG, ON THE
 AE1577'PROPERTY OF THE AMERICAN INVESTMENT COMPANY.  IT IS 16.7 FEET
 AE1577'EAST OF THE SOUTHEAST CORNER OF THE AMERICAN INVESTMENT COMPANY
 AE1577'PUMPHOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAHOMA 1946.
 AE1577'
 AE1577'REFERENCE MARK NO. 1 IS 51.34 FEET NORTHEAST OF THE STATION.
 AE1577'IT IS 6 FEET WEST OF A FENCELINE.  THE MARK IS FLUSH AND THE
 AE1577'DISK IS STAMPED LAHOMA NO 1 1946.
 AE1577'
 AE1577'REFERENCE MARK NO. 2 IS 71.80 FEET SOUTHEAST OF THE STATION.
 AE1577'IT IS 1 FOOT NORTH OF A FENCELINE AND 3 FEET NORTH OF THE NORTH
 AE1577'EDGE OF A SMALL RESERVOIR.  THE MARK IS FLUSH AND THE DISK IS
 AE1577'STAMPED LAHOMA NO 2 1946.
 AE1577'
 AE1577'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTHEAST OF THE
 AE1577'STATION.  IT IS 1 FOOT NORTH OF A FENCELINE, 21 FEET SOUTH OF
 AE1577'THE APPROXIMATE CENTER OF A DIRT ROAD AND 2 FEET WEST OF A
 AE1577'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 AE1577'LAHOMA 1946.
 AE1577'
 AE1577'TO REACH THE STATION FROM THE COURTHOUSE IN EDINBURG, GO WEST
 AE1577'ON STATE HIGHWAY 107 FOR 9.6 MILES TO RAILROAD CROSSING AND
 AE1577'JUNCTION OF FARM HIGHWAY 681, TURN LEFT FOR 2.1 MILES TO A T
 AE1577'ROAD ON THE RIGHT, AND THE ALTON GROCERY ON THE LEFT, TURN
 AE1577'RIGHT ON GRAVEL ROAD FOR 2.5 MILES TO A CROSSROAD, TURN RIGHT
 AE1577'AND GO FOR 1.2 MILES TO A RAILROAD CROSSING, TURN RIGHT BEFORE
 AE1577'CROSSING TRACKS AND GO SOUTHEAST FOR 0.2 MILE TO THE STATION
 AE1577'BY THE PUMPHOUSE AS DESCRIBED.
 AE1577'
 AE1577'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1
 AE1577'MILE, TURN RIGHT ON DIRT ROAD AND CONTINUE FOR 0.1 MILE TO THE
 AE1577'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AE1577'
 AE1577'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 AE1577
 AE1577                          STATION RECOVERY (1949)
 AE1577
 AE1577'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1577'GOOD BUT STATION AND REF. MK. 1 NOT FOUND DUE TO PILES OF
 AE1577'JUNK AND DEBRIS BEING AT LOCATION OF EACH.  PUMP HOUSE REFERRED
 AE1577'TO NO LONGER EXISTS.  R.M. 2 FOUND AS DESCRIBED.
 AE1577
 AE1577                          STATION RECOVERY (1958)
 AE1577
 AE1577'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AE1577'UNABLE TO LOCATE REFERENCE MARK 1.  REFERENCE MARK 2 RECOVERED.
 AE1577'IT REMAINS TO BE 3.0 FEET NORTH OF NORTH EDGE OF CONCRETE
 AE1577'RESERVOIR BUT IS 2.0 FEET NORTH OF FENCE AROUND PERIMETER
 AE1577'OF RESERVOIR.
 AE1577'
 AE1577'THE PUMP HOUSE NO LONGER EXISTS.  THE PILES OF JUNK AND DEBRIS
 AE1577'HAS BEEN REMOVED.
 AE1577'
 AE1577'THE FOLLOWING ADDITIONAL INFORMATION SHOULD BE ADDED TO THE
 AE1577'DESCRIPTION TO AID IN FUTURE RECOVERY OF THIS STATION.  THE
 AE1577'STATION IS 23.8 FEET EAST OF THE EAST EDGE OF AN ALUMINUM
 AE1577'PAINTED TANK WHICH IS 3 FEET IN DIAMETER AND 6 FEET HIGH.
 AE1577'28 FEET WEST OF THE CENTER OF THE NORTH ONE OF TWO LARGE
 AE1577'ELM TREES.  AND IT IS 57.3 FEET NORTH NORTHEAST OF NORTHWEST
 AE1577'CORNER OF CONCRETE RESERVOIR.  THE STATION IS ABOUT 0.1 FEET
 AE1577'BELOW SURFACE OF GROUND.
 AE1577
 AE1577                          STATION RECOVERY (1958)
 AE1577
 AE1577'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958 (GF)
 AE1577'RECOVERED BY LAHOMA DEVELOPMENT AND CARE CORP.
 AE1577'
 AE1577'THE AZIMUTH MARK HAS BEEN ACCIDENTLY DESTROYED.  THE DISK WAS
 AE1577'RETURNED TO THE WASHINGTON OFFICE.
 AE1577
 AE1577                          STATION RECOVERY (1962)
 AE1577
 AE1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCB)
 AE1577'LOCAL REFERENCES REVISED--GENERAL ROUTE TO STATION OK.  R.M. 1
 AE1577'SEARCHED FOR BUT NOT FOUND.  R.M. 2 NOT FOUND.  FOREMAN REPORTS
 AE1577'IT WAS DESTROYED BY ENLARGEMENT OF RESERVOIR.  AZIMUTH MARK
 AE1577'NOT FOUND AFTER THOROUGH SEARCH BUT AS ALL LOCAL REFERENCES ARE
 AE1577'DESTROYED IT MAY WELL BE OK.
 AE1577'
 AE1577'STATION MARK IS 57 FT NORTH OF NORTH EDGE OF SMALL CONCRETE
 AE1577'RESERVOIR, 22 FT SOUTHEAST OF DEEP WELL PUMP WITH PRESSURE
 AE1577'TANK, 47 FT NORTHWEST OF A 14 INCH TREE, 27 FT WEST OF A 12
 AE1577'INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1171 ***********************************************************************
 CR1171  DESIGNATION -  LAIRD
 CR1171  PID         -  CR1171
 CR1171  STATE/COUNTY-  TX/RUSK
 CR1171  USGS QUAD   -  KILGORE SW (1971)
 CR1171
 CR1171                         *CURRENT SURVEY CONTROL
 CR1171  ___________________________________________________________________
 CR1171* NAD 83(1993)-  32 21 35.16836(N)    094 54 32.22404(W)     ADJUSTED  
 CR1171* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 CR1171  ___________________________________________________________________
 CR1171  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CR1171  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1171
 CR1171  HORZ ORDER  -  FIRST
 CR1171
 CR1171.The horizontal coordinates were established by classical geodetic methods
 CR1171.and adjusted by the National Geodetic Survey in February 1996..
 CR1171
 CR1171.The orthometric height was scaled from a topographic map.
 CR1171
 CR1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1171
 CR1171.The geoid height was determined by GEOID03.
 CR1171
 CR1171;                    North         East     Units Scale Factor Converg.
 CR1171;SPC TXNC     - 2,082,635.253   937,913.405   MT  0.99994499   +1 57 30.7
 CR1171;SPC TXNC     - 6,832,779.16  3,077,137.56   sFT  0.99994499   +1 57 30.7
 CR1171;UTM  15      - 3,581,916.394   320,382.678   MT  0.99999786   -1 01 19.2
 CR1171
 CR1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1171!SPC TXNC     -   0.99998091  x   0.99994499  =   0.99992590
 CR1171!UTM  15      -   0.99998091  x   0.99999786  =   0.99997877
 CR1171
 CR1171:                Primary Azimuth Mark                     Grid Az
 CR1171:SPC TXNC     -  KILGORE HALLIBURTON RAD MAST             041 44 21.0
 CR1171:UTM  15      -  KILGORE HALLIBURTON RAD MAST             044 43 10.9
 CR1171
 CR1171|---------------------------------------------------------------------|
 CR1171| PID    Reference Object                     Distance      Geod. Az  |
 CR1171|                                                           dddmmss.s |
 CR1171| CR1168 KILGORE HALLIBURTON RAD MAST        APPROX. 6.0 KM 0434151.7 |
 CR1171| CR1175 KILGORE W MUNICIPAL TANK            APPROX. 3.8 KM 0490923.9 |
 CR1171| CX6621 LAIRD AZ MK                                        0520220.0 |
 CR1171| CR1167 KILGORE E MUNICIPAL TANK            APPROX. 5.0 KM 0590307.2 |
 CR1171| CX6622 LAIRD RM 1                           35.546 METERS 07042     |
 CR1171| CX6623 LAIRD RM 2                           40.907 METERS 23939     |
 CR1171| CR1211 GLADEWATER MUNICIPAL TANK           APPROX.20.0 KM 3512130.6 |
 CR1171|---------------------------------------------------------------------|
 CR1171
 CR1171                          SUPERSEDED SURVEY CONTROL
 CR1171
 CR1171  NAD 83(1986)-  32 21 35.17653(N)    094 54 32.21119(W) AD(       ) 1
 CR1171  NAD 27      -  32 21 34.63360(N)    094 54 31.43160(W) AD(       ) 1
 CR1171
 CR1171.Superseded values are not recommended for survey control.
 CR1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1171.See file dsdata.txt to determine how the superseded data were derived.
 CR1171
 CR1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2038381916(NAD 83)
 CR1171_MARKER: DS = TRIANGULATION STATION DISK
 CR1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1171
 CR1171  HISTORY     - Date     Condition        Report By
 CR1171  HISTORY     - 1950     MONUMENTED       CGS
 CR1171  HISTORY     - 1958     GOOD             CGS
 CR1171
 CR1171                          STATION DESCRIPTION
 CR1171
 CR1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1171'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF KILGORE
 CR1171'IN THE SMALL VILLAGE OF LAIRD HILL ON THE HIGHEST POINT IN
 CR1171'THE VICINITY.  STATION IS 50 FEET WEST OF AN OIL STORAGE
 CR1171'TANK AND 6 FEET NORTH NORTHWEST OF WITNESS POST.  THE MARK
 CR1171'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LAIRD 1950.
 CR1171'
 CR1171'REFERENCE MARK NO. 1 IS 12 FEET NORTHWEST OF A TELEPHONE POLE.
 CR1171'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 CR1171'LAIRD NO 1 1950.
 CR1171'
 CR1171'REFERENCE MARK NO. 2 IS 59 FEET NORTHEAST OF POWER POLE.
 CR1171'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 CR1171'LAIRD NO 2 1950.
 CR1171'
 CR1171'AZIMUTH MARK IS 17 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 CR1171'OF STREET AND 1.5 FEET WEST OF WITNESS POST.  THE MARK PROJECTS
 CR1171'ABOUT 6 INCHES AND THE DISK IS STAMPED LAIRD 1950.
 CR1171'
 CR1171'TO REACH FROM THE RAILROAD DEPOT IN KILGORE GO SOUTH ON COMMERCE
 CR1171'STREET FOR 0.6 MILE TO TRAFFIC CIRCLE.  TAKE STATE HIGHWAY
 CR1171'259 SOUTHERLY FOR 2.5 MILES TO CAUTION LIGHT AT TOP OF HILL
 CR1171'IN LAIRD HILL.  TAKE THE EXTREME RIGHT HAND ROAD BACK TO
 CR1171'THE NORTHWEST AND GO 0.25 MILE TO CROSS STREET.  TURN LEFT
 CR1171'AND FOLLOW ROAD WESTERLY FOR 0.3 MILE TO A CATTLE GUARD
 CR1171'ON LEFT JUST BEFORE REACHING TOP OF HILL.  CROSS CATTLE
 CR1171'GUARD AND FOLLOW TRACK ROAD SOUTHWEST ABOUT 0.15 MILE TO
 CR1171'TOP OF HILL AND STATION ON LEFT AS DESCRIBED.  TO REACH
 CR1171'AZIMUTH MARK FROM CATTLE GUARD LEADING TO STATION GO WEST
 CR1171'FOR 0.05 MILE TO T ROAD RIGHT.  TURN RIGHT AND GO 0.15 MILE
 CR1171'TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 CR1171'
 CR1171'A 74 FOOT SIGNAL AT STATION DOUGLAS IS V.G.
 CR1171'
 CR1171'AN 87 FOOT SIGNAL AT STATION OVERTON IS V.G.
 CR1171'
 CR1171'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CR1171
 CR1171                          STATION RECOVERY (1958)
 CR1171
 CR1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1171'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 CR1171'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CR1171'
 CR1171'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF KILGORE,
 CR1171'IN THE WEST PART OF THE VILLAGE OF LAIRD HILL, 50 FEET WEST
 CR1171'OF AN OIL STORAGE TANK AND 6 FEET NORTH-NORTHWEST OF A WITNESS
 CR1171'POST.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 CR1171'GROUND AND IS STAMPED LAIRD 1950.
 CR1171'
 CR1171'REFERENCE MARK NO. 1 IS 60 FEET NORTHEAST OF AN OIL STORAGE
 CR1171'TANK AND 75 FEET WEST OF THE KILGORE WATER SUPPLY RESERVOIR
 CR1171'TANK.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CR1171'GROUND AND IS STAMPED LAIRD NO 1 1950.
 CR1171'
 CR1171'REFERENCE MARK NO. 2 IS 59 FEET EAST OF A TELEPHONE POLE.
 CR1171'THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1171'AND IS STAMPED LAIRD NO 2 1950.
 CR1171'
 CR1171'AZIMUTH MARK IS 52 FEET NORTHEAST OF AN OIL PUMP AND 17 FEET
 CR1171'SOUTH OF THE CENTER OF AN OILED ROAD.  THE MARK PROJECTS 6
 CR1171'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED LAIRD
 CR1171'1950.
 CR1171'
 CR1171'TO REACH THE STATION FROM THE POST OFFICE IN LAIRD HILL, GO
 CR1171'NORTHERLY FOR ABOUT A 100 FEET TO A CAUTION LIGHT, TURN LEFT
 CR1171'AND TAKE THE EXTREME ROAD TO THE RIGHT AND GO NORTHWEST FOR
 CR1171'0.25 MILE TO A CROSS STREET, TURN LEFT AND FOLLOW ROAD WESTERLY
 CR1171'FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT AND A CATTLE GUARD
 CR1171'JUST BEFORE REACHING THE TOP OF HILL, TURN LEFT AND FOLLOW
 CR1171'OILED ROAD SOUTHWEST FOR 0.15 MILE TO THE TOP OF HILL AND THE
 CR1171'STATION AS DESCRIBED.
 CR1171'
 CR1171'TO REACH THE AZIMUTH MARK FROM THE CATTLE GUARD LEADING TO
 CR1171'THE STATION, GO WEST FOR 0.05 MILE TO A T-ROAD RIGHT, TURN
 CR1171'RIGHT AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 CR1171'DESCRIBED.
 CR1171'
 CR1171'OBSERVATION WERE MADE FROM A 90-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0442 ***********************************************************************
 BA0442  DESIGNATION -  LAJITAS
 BA0442  PID         -  BA0442
 BA0442  STATE/COUNTY-  TX/BREWSTER
 BA0442  USGS QUAD   -  LAJITAS (1971)
 BA0442
 BA0442                         *CURRENT SURVEY CONTROL
 BA0442  ___________________________________________________________________
 BA0442* NAD 83(1993)-  29 17 03.33542(N)    103 46 16.04588(W)     ADJUSTED  
 BA0442* NAVD 88     -      1111.     (meters)    3645.     (feet)  SCALED    
 BA0442  ___________________________________________________________________
 BA0442  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BA0442  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BA0442
 BA0442  HORZ ORDER  -  FIRST
 BA0442
 BA0442.The horizontal coordinates were established by classical geodetic methods
 BA0442.and adjusted by the National Geodetic Survey in February 1996..
 BA0442
 BA0442.The orthometric height was scaled from a topographic map.
 BA0442
 BA0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0442
 BA0442.The geoid height was determined by GEOID03.
 BA0442
 BA0442;                    North         East     Units Scale Factor Converg.
 BA0442;SPC TXSC     - 4,170,255.181   136,576.343   MT  0.99986363   -2 20 14.8
 BA0442;SPC TXSC     -13,681,912.21    448,084.22   sFT  0.99986363   -2 20 14.8
 BA0442;UTM  13      - 3,240,106.052   619,368.315   MT  0.99977582   +0 36 04.2
 BA0442
 BA0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0442!SPC TXSC     -   0.99982891  x   0.99986363  =   0.99969257
 BA0442!UTM  13      -   0.99982891  x   0.99977582  =   0.99960477
 BA0442
 BA0442|---------------------------------------------------------------------|
 BA0442| PID    Reference Object                     Distance      Geod. Az  |
 BA0442|                                                           dddmmss.s |
 BA0442| CH8836 LAJITAS RM 1                         10.920 METERS 21005     |
 BA0442| CH8837 LAJITAS RM 2                          9.140 METERS 29329     |
 BA0442| CH8835 LAJITAS AZ MK                                      3111529.2 |
 BA0442|---------------------------------------------------------------------|
 BA0442
 BA0442                          SUPERSEDED SURVEY CONTROL
 BA0442
 BA0442  NAD 83(1986)-  29 17 03.32507(N)    103 46 16.03215(W) AD(       ) 1
 BA0442  NAD 27      -  29 17 02.61200(N)    103 46 14.34600(W) AD(       ) 1
 BA0442
 BA0442.Superseded values are not recommended for survey control.
 BA0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0442.See file dsdata.txt to determine how the superseded data were derived.
 BA0442
 BA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN1936840106(NAD 83)
 BA0442_MARKER: DS = TRIANGULATION STATION DISK
 BA0442_SETTING: 80 = SET IN A BOULDER
 BA0442_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BA0442
 BA0442  HISTORY     - Date     Condition        Report By
 BA0442  HISTORY     - 1934     MONUMENTED       CGS
 BA0442  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 BA0442
 BA0442                          STATION DESCRIPTION
 BA0442
 BA0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0442'ABOUT 1.7 MILES NORTH OF LAJITAS POST OFFICE, 10.0 MILES
 BA0442'SOUTHWEST OF TERLINGUA AND 1-1/2 MILES NORTH-NORTHEAST OF THE
 BA0442'RIO GRANDE.  STATION IS ON THE HIGHEST POINT AT THE SOUTHERNMOST
 BA0442'END OF A PROMINENT MESA KNOWN AS LAJITAS MESA.
 BA0442'
 BA0442'TO REACH FROM LAJITAS POST OFFICE, GO NORTHEAST ON MAIN
 BA0442'ROAD 1.45 MILES, TO A FORK AT CUSTOM HOUSE SIGN AT SOUTHERN
 BA0442'END OF FRESNO CANYON, TAKE LEFT FORK (FRESNO CANYON ROAD)
 BA0442'AND GO IN A NORHERLY DIRECTION 2.0 MILES TO POINT JUST BEFORE
 BA0442'CROSSING WASH, LEAVE ROAD HERE AND TURN LEFT, PICKING WAY
 BA0442'UP OVER HILL TOWARDS THE MESA ABOUT 0.3 MILE TO THE END OF
 BA0442'TRUCK TRAVEL.  FROM HERE PACK TOWARDS MESA TO A SMALL CANYON,
 BA0442'TURN RIGHT AND FOLLOW CANYON TO ITS HEAD NEAR WEST END OF
 BA0442'MESA, TURN LEFT AND FOLLOW TOP OF THE MESA IN A SOUTHEASTERLY
 BA0442'DIRECTION TO STATION.  A TWO-HOUR PACK WITH LOAD.  WATER AT
 BA0442'LAJITAS POST OFFICE.
 BA0442'
 BA0442'A 4-FOOT STAND WAS USED.
 BA0442'
 BA0442'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BA0442'DISKS SET IN BOULDERS.
 BA0442'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET
 BA0442'IN CONCRETE.  ALL MARKS ARE ON THE TOP
 BA0442'OF MESA.
 BA0442
 BA0442                          STATION RECOVERY (1949)
 BA0442
 BA0442'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 BA0442'STATION RECOVERED BY FAIRCHILD AERIAL SURVEY.
 BA0442'
 BA0442'STATION HAS BEEN DESTROYED.  REFERENCE MARKS ARE IN GOOD SHAPE
 BA0442'AND WERE USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0131 ***********************************************************************
 AX0131  DESIGNATION -  LAKE
 AX0131  PID         -  AX0131
 AX0131  STATE/COUNTY-  TX/COLORADO
 AX0131  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0131
 AX0131                         *CURRENT SURVEY CONTROL
 AX0131  ___________________________________________________________________
 AX0131* NAD 83(1993)-  29 37 38.40510(N)    096 22 22.65280(W)     ADJUSTED  
 AX0131* NAVD 88     -        62.75   (+/-2cm)     205.9    (feet)  VERTCON   
 AX0131  ___________________________________________________________________
 AX0131  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AX0131  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0131
 AX0131  HORZ ORDER  -  FIRST
 AX0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0131
 AX0131.The horizontal coordinates were established by classical geodetic methods
 AX0131.and adjusted by the National Geodetic Survey in February 1996..
 AX0131
 AX0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0131.The vertical order pertains to the NGVD 29 superseded value.
 AX0131
 AX0131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0131
 AX0131.The geoid height was determined by GEOID03.
 AX0131
 AX0131;                    North         East     Units Scale Factor Converg.
 AX0131;SPC TXSC     - 4,201,680.434   854,362.214   MT  0.99987622   +1 17 13.3
 AX0131;SPC TXSC     -13,785,013.22  2,803,020.03   sFT  0.99987622   +1 17 13.3
 AX0131;UTM  14      - 3,280,376.190   754,359.223   MT  1.00039837   +1 17 57.8
 AX0131
 AX0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0131!SPC TXSC     -   0.99999441  x   0.99987622  =   0.99987063
 AX0131!UTM  14      -   0.99999441  x   1.00039837  =   1.00039278
 AX0131
 AX0131:                Primary Azimuth Mark                     Grid Az
 AX0131:SPC TXSC     -  WHITTMER RICE ELEVATOR                   133 17 26.8
 AX0131:UTM  14      -  WHITTMER RICE ELEVATOR                   133 16 42.3
 AX0131
 AX0131|---------------------------------------------------------------------|
 AX0131| PID    Reference Object                     Distance      Geod. Az  |
 AX0131|                                                           dddmmss.s |
 AX0131| AX2661 WHITTMER RICE ELEVATOR              APPROX. 6.6 KM 1343440.1 |
 AX0131| AX2660 EAGLE LAKE MUNICIPAL STANDPIPE      APPROX. 5.3 KM 1384447.9 |
 AX0131| AX2662 EAGLE LAKE RICE MILL                APPROX. 7.2 KM 1464616.9 |
 AX0131| AX2677 SAN ANTONIO HOUSTON AWY BCN 13      APPROX.27.9 KM 1513150.6 |
 AX0131| AX2659 EAGLE LAKE STACK                    APPROX. 8.5 KM 1541317.8 |
 AX0131| AX2663 LAKESIDE IRRIGATION CO STACK        APPROX. 6.9 KM 2033209.4 |
 AX0131| AX2708 SAN ANTONIO HOUSTON AWY BCN 11      APPROX.30.3 KM 2035739.4 |
 AX0131| AX0132 LAKE RM 1                            24.625 METERS 24005     |
 AX0131| AX0134 LAKE AZ MK                                         3150255.9 |
 AX0131| AX0133 LAKE RM 2                            33.772 METERS 31756     |
 AX0131|---------------------------------------------------------------------|
 AX0131
 AX0131                          SUPERSEDED SURVEY CONTROL
 AX0131
 AX0131  NAD 83(1986)-  29 37 38.41971(N)    096 22 22.63809(W) AD(       ) 1
 AX0131  NAD 27      -  29 37 37.56200(N)    096 22 21.75700(W) AD(       ) 1
 AX0131  NGVD 29 (??/??/92)   62.732  (m)          205.81   (f) ADJ UNCH    2 0
 AX0131
 AX0131.Superseded values are not recommended for survey control.
 AX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0131.See file dsdata.txt to determine how the superseded data were derived.
 AX0131
 AX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5435980376(NAD 83)
 AX0131_MARKER: DS = TRIANGULATION STATION DISK
 AX0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0131_STAMPING: LAKE 1943
 AX0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0131+STABILITY: SURFACE MOTION
 AX0131
 AX0131  HISTORY     - Date     Condition        Report By
 AX0131  HISTORY     - 1943     MONUMENTED       CGS
 AX0131  HISTORY     - 1943     GOOD             CGS
 AX0131  HISTORY     - 1943     GOOD             CGS
 AX0131  HISTORY     - 1954     GOOD             CGS
 AX0131  HISTORY     - 1963     GOOD             CGS
 AX0131  HISTORY     - 1987     GOOD             USPSQD
 AX0131
 AX0131                          STATION DESCRIPTION
 AX0131
 AX0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX0131'STATION IS ABOUT 3.5 MILES NW OF EAGLE LAKE AND ABOUT 10 MILES
 AX0131'SE OF COLUMBUS IN THE NE RIGHT-OF-WAY LINE ON U.S. HIGHWAY 90.
 AX0131'MARK IS 17 PACES EASTERLY FROM THE CENTER LINE OF THE ROAD, 12
 AX0131'PACES NORTHWESTERLY OF THE NORTHWESTERLY OF 2 SMALL PINE TREES,
 AX0131'33 PACES NORTHERLY FROM TELEGRAPH POLE NO. 3, AND 96 FEET S
 AX0131'OF A FENCE CORNER.  MARK IS STAMPED LAKE 1943 AND PROJECTS ABOUT
 AX0131'2 INCHES.
 AX0131'
 AX0131'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX0131'DISKS SET IN CONCRETE.
 AX0131'
 AX0131'REFERENCE MARK NO. 1 IS 12 PACES W OF THE CENTER LINE OF U.S.
 AX0131'90, 24 PACES S OF TELEGRAPH POLE NO. HE 2 Y, AND 27 PACES N
 AX0131'OF POLE NO. 3.  MARK IS STAMPED LAKE NO. 1 1943 AND PROJECTS
 AX0131'ABOUT 2 INCHES.
 AX0131'
 AX0131'REFERENCE MARK NO. 2 IS 5 PACES N OF THE FENCE CORNER, 1 FOOT
 AX0131'W OF THE FENCE LINE, AND 17 PACES E OF THE CENTER LINE OF U.S.
 AX0131'90.  MARK IS STAMPED LAKE NO. 2 1943 AND PROJECTS ABOUT 4
 AX0131'INCHES.
 AX0131'
 AX0131'AZIMUTH MARK IS 0.35 MILE W OF THE STATION, 9 PACES S OF
 AX0131'THE CENTER LINE OF U.S. 90, 1 FOOT S OF TELEGRAPH POLE NO. 8.
 AX0131'MARK IS STAMPED LAKE 1943 AND PROJECTS ABOUT 4 INCHES.
 AX0131'
 AX0131'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE COURTHOUSE
 AX0131'IN COLUMBUS GO EASTERLY ON U.S. 90 AND 90 A FOR 11.3 MILES
 AX0131'TO THE STATION ON THE LEFT.
 AX0131'
 AX0131'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX0131
 AX0131                          STATION RECOVERY (1943)
 AX0131
 AX0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AX0131'STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 AX0131'AND FOUND TO BE IN GOOD CONDITION.  ORIGINAL DESCRIPTION WAS
 AX0131'NOT AVAILABLE AT THE TIME OF RECOVERY.
 AX0131'
 AX0131'STATION IS ABOUT 3.5 MILES NORTHWESTERLY FROM EAGLE LAKE,
 AX0131'ABOUT 0.1 MILE NORTHWEST OF TEXAS AND NEW ORLEANS RAILROAD
 AX0131'MILE POLE NO. 72, 152.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 AX0131'TRACK, 46.5 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 AX0131'NO. 90-A, 2.0 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE AND 2.9
 AX0131'FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  IT IS STAMPED
 AX0131'LAKE 1943.  THE MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AX0131'
 AX0131'R.M. NO. 1 IS 80.8 FEET SOUTHWEST OF THE STATION,
 AX0131'73.5 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK AND 32.7
 AX0131'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  IT IS STAMPED
 AX0131'LAKE NO. 1 1943.  THE MONUMENT PROJECTS 0.3 FOOT.
 AX0131'
 AX0131'R.M. NO. 2 IS 110.7 FEET NORTHWESTERLY FROM THE
 AX0131'STATION, ABOUT 154.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 AX0131'TRACK, 47.7 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AX0131'14.8 FEET NORTHWEST OF A T-FENCE CORNER, 0.6 FOOT SOUTHWEST OF
 AX0131'RIGHT-OF-WAY FENCE.  IT IS STAMPED LAKE NO. 2 1943.  THE MONUMENT
 AX0131'PROJECTS ABOUT 0.3 FOOT.
 AX0131'
 AX0131'AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWESTERLY FROM THE STATION,
 AX0131'BETWEEN THE RAILROAD AND HIGHWAY, 77.0 FEET SOUTHEAST OF THE
 AX0131'SOUTHEAST END OF A 2X20-FOOT DOUBLE BOX CONCRETE CULVERT UNDER
 AX0131'THE HIGHWAY, 75 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 AX0131'2.0 FEET SOUTH OF TELEPHONE POLE NO. 8 AND 2.5 FEET NORTHWEST
 AX0131'OF A 4X4-INCH WOODEN MARKER POST.  STAMPED LAKE 1943.  THE
 AX0131'MONUMENT PROJECTS ABOUT 0.2 FOOT.
 AX0131
 AX0131                          STATION RECOVERY (1943)
 AX0131
 AX0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0131'3.5 MI NW FROM EAGLE LAKE.
 AX0131'3.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AX0131'STATION AT EAGLE LAKE, COLORADO COUNTY, 0.1 MILE NORTHWEST OF MILEPOST
 AX0131'72, 152.5 FEET NORTHEAST ACROSS U.S. HIGHWAY 90 A FROM THE CENTERLINE
 AX0131'OF THE TRACK, 46.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2
 AX0131'FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 2.9 FEET SOUTHEAST
 AX0131'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY. A
 AX0131'STANDARD TRIANGULATION-STATION DISK, STAMPED LAKE 1943 AND SET IN THE
 AX0131'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AX0131
 AX0131                          STATION RECOVERY (1954)
 AX0131
 AX0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX0131'ALL MARKS WERE FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 AX0131'DESCRIBED.  AS A POWER LINE HAS BEEN CONSTRUCTED OVER THE
 AX0131'STATION MARK AND REFERENCE MARK 2 AND A TELEPHONE LINE OVER
 AX0131'REFERENCE MARK 1, THE STATION WAS OCCUPIED ECCENTRIC.
 AX0131'
 AX0131'TO REACH THE STATION FROM THE COURT HOUSE IN COLUMBUS, GO
 AX0131'EAST ON U.S. HIGHWAY 90 FOR 2.3 MILES TO FARM ROAD 102 TO
 AX0131'THE RIGHT, TURN RIGHT, GO SOUTHEAST ON FARM ROAD 102 FOR 10.0
 AX0131'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.3 MILE
 AX0131'TO THE STATION ON THE LEFT.
 AX0131
 AX0131                          STATION RECOVERY (1963)
 AX0131
 AX0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX0131'STATION, REFERENCE MARKS NO. 1 AND 3 AND THE AZIMUTH MARK
 AX0131'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 AX0131'PROCEEDINGS TO STATION SITE ARE CORRECT.
 AX0131
 AX0131                          STATION RECOVERY (1987)
 AX0131
 AX0131'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0636 ***********************************************************************
 AZ0636  DESIGNATION -  LAKE
 AZ0636  PID         -  AZ0636
 AZ0636  STATE/COUNTY-  TX/MAVERICK
 AZ0636  USGS QUAD   -  TEQUESQUITE SPRING (1978)
 AZ0636
 AZ0636                         *CURRENT SURVEY CONTROL
 AZ0636  ___________________________________________________________________
 AZ0636* NAD 83(1993)-  29 00 00.91268(N)    100 31 38.86323(W)     ADJUSTED  
 AZ0636* NAVD 88     -       277.7    (meters)     911.     (feet)  VERTCON   
 AZ0636  ___________________________________________________________________
 AZ0636  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AZ0636  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0636
 AZ0636  HORZ ORDER  -  FIRST
 AZ0636
 AZ0636.The horizontal coordinates were established by classical geodetic methods
 AZ0636.and adjusted by the National Geodetic Survey in February 1996..
 AZ0636
 AZ0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0636
 AZ0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0636
 AZ0636.The geoid height was determined by GEOID03.
 AZ0636
 AZ0636;                    North         East     Units Scale Factor Converg.
 AZ0636;SPC TXSC     - 4,130,298.151   451,188.196   MT  0.99988019   -0 44 54.0
 AZ0636;SPC TXSC     -13,550,819.85  1,480,273.27   sFT  0.99988019   -0 44 54.0
 AZ0636;UTM  14      - 3,208,975.347   351,216.258   MT  0.99987317   -0 44 26.4
 AZ0636
 AZ0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0636!SPC TXSC     -   0.99995994  x   0.99988019  =   0.99984013
 AZ0636!UTM  14      -   0.99995994  x   0.99987317  =   0.99983311
 AZ0636
 AZ0636:                Primary Azimuth Mark                     Grid Az
 AZ0636:SPC TXSC     -  WINDMILL NEAR STA WHITE                  073 16 57.0
 AZ0636:UTM  14      -  WINDMILL NEAR STA WHITE                  073 16 29.4
 AZ0636
 AZ0636|---------------------------------------------------------------------|
 AZ0636| PID    Reference Object                     Distance      Geod. Az  |
 AZ0636|                                                           dddmmss.s |
 AZ0636| AZ0635 WINDMILL NEAR STA WHITE             APPROX. 1.0 KM 0723203.0 |
 AZ0636| AZ0637 WHITE                               APPROX. 1.0 KM 0834300.5 |
 AZ0636| CV5435 LAKE RM                              11.435 METERS 09723     |
 AZ0636| AP0227 WINDMILL NEAR STATION LAKE          203.730 METERS 17533     |
 AZ0636|---------------------------------------------------------------------|
 AZ0636
 AZ0636                          SUPERSEDED SURVEY CONTROL
 AZ0636
 AZ0636  NAD 83(1986)-  29 00 00.90717(N)    100 31 38.84179(W) AD(       ) 1
 AZ0636  NAD 27      -  29 00 00.02900(N)    100 31 37.55600(W) AD(       ) 1
 AZ0636  NGVD 29 (07/19/86)  277.6    (m)          911.     (f) VERT ANG       
 AZ0636
 AZ0636.Superseded values are not recommended for survey control.
 AZ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0636.See file dsdata.txt to determine how the superseded data were derived.
 AZ0636
 AZ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT5121608975(NAD 83)
 AZ0636_MARKER: DS = TRIANGULATION STATION DISK
 AZ0636_SETTING: 0 = UNSPECIFIED SETTING
 AZ0636
 AZ0636  HISTORY     - Date     Condition        Report By
 AZ0636  HISTORY     - 1918     MONUMENTED       CGS
 AZ0636
 AZ0636                          STATION DESCRIPTION
 AZ0636
 AZ0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AZ0636'STATION IS ON THE W SIDE OF A DRY LAKE AND 200 METERS (656
 AZ0636'FEET) N 04 DEG 27 MIN W, FROM A WINDMILL AND TANK.
 AZ0636'
 AZ0636'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AZ0636'
 AZ0636'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AZ0636'
 AZ0636'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AZ0636'11.435 METERS (37.52 FEET) FROM THE STATION, S 82 DEG 37 MIN E.
 AZ0636'
 AZ0636'ELEVATION OF STATION, 277.6 METERS (911 FEET).
 AZ0636'
 AZ0636'STATION IS BEST REACHED BY LEAVING THE LEHMAN RANCH-SPOFFORD
 AZ0636'ROAD AT A POINT ABOUT 2 MILES SW OF LAS MORAS CREEK AND
 AZ0636'FOLLOWING FOR 6 MILES A ROAD LEADING TO THE S PAST THE RUINS OF
 AZ0636'A HOUSE AND STOCK PENS TO A WINDMILL AND DIRT TANK TO E OF
 AZ0636'ROAD AND THE DRY LAKE ALSO TO EASTWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0693 ***********************************************************************
 DO0693  DESIGNATION -  LAKE
 DO0693  PID         -  DO0693
 DO0693  STATE/COUNTY-  TX/ARCHER
 DO0693  USGS QUAD   -  SCOTLAND (1981)
 DO0693
 DO0693                         *CURRENT SURVEY CONTROL
 DO0693  ___________________________________________________________________
 DO0693* NAD 83(1993)-  33 42 35.81908(N)    098 28 37.48103(W)     ADJUSTED  
 DO0693* NAVD 88     -       304.5    (meters)     999.     (feet)  VERTCON   
 DO0693  ___________________________________________________________________
 DO0693  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DO0693  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DO0693
 DO0693  HORZ ORDER  -  FIRST
 DO0693
 DO0693.The horizontal coordinates were established by classical geodetic methods
 DO0693.and adjusted by the National Geodetic Survey in February 1996..
 DO0693
 DO0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0693
 DO0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0693
 DO0693.The geoid height was determined by GEOID03.
 DO0693
 DO0693;                    North         East     Units Scale Factor Converg.
 DO0693;SPC TXNC     - 2,226,585.796   602,124.678   MT  0.99993848   +0 00 45.0
 DO0693;SPC TXNC     - 7,305,056.90  1,975,470.71   sFT  0.99993848   +0 00 45.0
 DO0693;UTM  14      - 3,730,119.257   548,454.480   MT  0.99962894   +0 17 24.8
 DO0693
 DO0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0693!SPC TXNC     -   0.99995658  x   0.99993848  =   0.99989506
 DO0693!UTM  14      -   0.99995658  x   0.99962894  =   0.99958553
 DO0693
 DO0693|---------------------------------------------------------------------|
 DO0693| PID    Reference Object                     Distance      Geod. Az  |
 DO0693|                                                           dddmmss.s |
 DO0693| CX8483 LAKE RM 1                            29.143 METERS 07733     |
 DO0693| DO0686 WINDTHORST CATH CH SPIRE            APPROX.15.3 KM 1664744.4 |
 DO0693| DO0698 LAKE AZ MK                          APPROX. 1.1 KM 1670144.5 |
 DO0693| CX8485 LAKE RM 3                            12.674 METERS 17146     |
 DO0693| CX8484 LAKE RM 2                            13.699 METERS 34235     |
 DO0693|---------------------------------------------------------------------|
 DO0693
 DO0693                          SUPERSEDED SURVEY CONTROL
 DO0693
 DO0693  NAD 83(1993)-  33 42 35.81933(N)    098 28 37.48051(W) AD(       ) 1
 DO0693  NAD 83(1986)-  33 42 35.82168(N)    098 28 37.46721(W) AD(       ) 1
 DO0693  NAD 27      -  33 42 35.45438(N)    098 28 36.27750(W) AD(       ) 1
 DO0693  NGVD 29 (07/19/86)  304.4    (m)          999.     (f) VERT ANG       
 DO0693
 DO0693.Superseded values are not recommended for survey control.
 DO0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0693.See file dsdata.txt to determine how the superseded data were derived.
 DO0693
 DO0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4845430119(NAD 83)
 DO0693_MARKER: DD = SURVEY DISK
 DO0693_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO0693_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DO0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0693
 DO0693  HISTORY     - Date     Condition        Report By
 DO0693  HISTORY     - 1965     MONUMENTED       NGS
 DO0693  HISTORY     - 1966     GOOD             CGS
 DO0693  HISTORY     - 1978     GOOD             NGS
 DO0693  HISTORY     - 1982     GOOD             NGS
 DO0693
 DO0693                          STATION DESCRIPTION
 DO0693
 DO0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0693'THE STATION IS ABOUT 13-1/2 MILES SOUTH OF WICHITA FALLS,
 DO0693'11 MILES NORTHEAST OF ARCHER CITY, 9-1/2 MILES NORTH-NORTHWEST
 DO0693'OF WINDTHORST, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 281.
 DO0693'
 DO0693'TO REACH THE STATION FROM THE POST OFFICE IN SCOTLAND, GO NORTH
 DO0693'ON U.S. HIGHWAY 281 FOR 2.6 MILES TO THE AZIMUTH ON THE LEFT AT A
 DO0693'GRAVEL SIDE ROAD LEADING WEST.  CONTINUE AHEAD NORTH ON THE
 DO0693'HIGHWAY FOR 0.7 MILE TO THE STATION ON THE LEFT.
 DO0693'
 DO0693'THE STATION MARK IS A STANDARD DISK, STAMPED LAKE 1965,
 DO0693'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0693'THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 47 FEET WEST
 DO0693'OF THE CENTERLINE OF U.S. HIGHWAY 281, 4.2 FEET EAST-SOUTHEAST OF
 DO0693'METAL WITNESS POST AND 4 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE
 DO0693'LINE.
 DO0693'
 DO0693'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAKE NO 1 1965,
 DO0693'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0693'THAT IS FLUSH WITH THE GROUND.  IT IS 48 FEET WEST OF THE
 DO0693'CENTERLINE OF U.S. HIGHWAY 281, 1 FOOT EAST OF THE WEST
 DO0693'RIGHT-OF-WAY FENCE LINE AND ABOUT THE SAME ELEVATION AS THE
 DO0693'STATION.
 DO0693'
 DO0693'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAKE NO 2 1965,
 DO0693'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0693'DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 50.6 FEET
 DO0693'EAST OF THE CENTERLINE OF U.S. HIGHWAY 281, 1 FOOT WEST OF
 DO0693'THE EAST RIGHT-OF-WAY FENCE LINE AND ABOUT THE SAME ELEVATION AS
 DO0693'THE STATION.
 DO0693'
 DO0693'AZIMUTH MARK IS A STANDARD DISK, STAMPED LAKE 1965, SET IN THE
 DO0693'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0693'FLUSH WITH THE GROUND.  IT IS 51 FEET WEST OF THE CENTERLINE OF
 DO0693'OF U.S. HIGHWAY 281, 28 FEET NORTH OF THE CENTER OF A CATTLE
 DO0693'GUARD, 8.1 FEET NORTH OF A FENCE CORNER POST, 2.5 FEET SOUTH OF
 DO0693'A METAL WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 DO0693'LINE.
 DO0693'
 DO0693'NO FIELD POSITION COMPUTED
 DO0693
 DO0693                          STATION RECOVERY (1978)
 DO0693
 DO0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0693'THIS STATION WAS SET IN 1965 BUT WAS NOT OCCUPIED UNTIL THIS
 DO0693'TIME.  REFERENCE MARK 1 WAS FOUND TO BE LEANING AND WAS
 DO0693'DESTROYED AT THIS TIME AND A REFERENCE MARK 3 SET.
 DO0693'
 DO0693'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF SCOTLAND, ON THE
 DO0693'WEST SIDE OF U.S. HIGHWAY 281 ON THE ROAD RIGHT-OF-WAY.
 DO0693'
 DO0693'TO REACH THE STATION FROM THE POST OFFICE IN SCOTLAND, GO NORTH
 DO0693'ON U.S. HIGHWAY 281 FOR 2.5 MILES TO A CATTLE GUARD ON THE LEFT
 DO0693'AND THE AZIMUTH MARK JUST NORTH OF THE CATTLE GUARD UNDER A
 DO0693'PIPE FENCE.  CONTINUE NORTH OF U.S. HIGHWAY 281 FOR 0.65 MILE
 DO0693'TO STATION MARK ON THE LEFT NEAR A FENCE.
 DO0693'
 DO0693'THE STATION MARK, STAMPED---LAKE 1965---, IS A STANDARD DISK
 DO0693'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 15
 DO0693'INCHES BELOW THE GROUND.  IT IS 4 FEET SOUTH-SOUTHEAST OF A
 DO0693'METAL WITNESS POST, 4.6 FEET EAST OF A FENCE,
 DO0693'47.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281 AND 49.4 FEET
 DO0693'NORTHEAST OF A POWERLINE POLE.  THERE WAS NO DATE AVAILABLE AS
 DO0693'TO WHETHER THERE WAS AN UNDERGROUND MARK SET IN 1965.
 DO0693'
 DO0693'REFERENCE MARK 2, STAMPED---LAKE NO 2 1965---, IS A STANDARD
 DO0693'DISK SET IN THE TOP OF 14-INCH ROUND CONCRETE MONUMENT THAT IS
 DO0693'8 INCHES BELOW THE GROUND.  IT IS 1.4 FEET EAST OF A FENCE,
 DO0693'4.6 FEET SOUTH-SOUTHEAST OF A 4 INCH WOODEN FENCE POST, 43 FEET
 DO0693'NORTH OF A METAL WITNESS POST AND 51.4 FEET WEST OF THE CENTER
 DO0693'OF U.S. HIGHWAY 281.
 DO0693'
 DO0693'REFERENCE MARK 3, STAMPED---LAKE 1965 NO 3 1978---, IS A
 DO0693'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0693'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1 FOOT EAST OF
 DO0693'A FENCE, 6.4 FEET NORTH OF A METAL WITNESS POST, 43 FEET SOUTH
 DO0693'OF A METAL WITNESS POST AND 50.6 FEET WEST OF THE CENTER OF
 DO0693'U.S. HIGHWAY 281.
 DO0693'
 DO0693'AZIMUTH MARK, STAMPED---LAKE 1965---, IS A STANDARD DISK SET IN
 DO0693'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 2 INCHES
 DO0693'BELOW THE GROUND.  IT IS 2.5 FEET SOUTH OF A METAL WITNESS POST,
 DO0693'8 FEET NORTH OF A WOODEN GATE CORNER POST AND 49.0 FEET WEST OF
 DO0693'THE CENTER OF U.S. HIGHWAY 281.
 DO0693'
 DO0693'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.8 METERS.
 DO0693'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL MARKS.
 DO0693
 DO0693                          STATION RECOVERY (1982)
 DO0693
 DO0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 DO0693'THE STATION WAS RECOVERED AS DESCRIBED IN 1979.  NO CHANGES OR
 DO0693'IMPROVEMENTS CAN BE MADE TO THE 1979 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0885 ***********************************************************************
 DO0885  DESIGNATION -  LAKE
 DO0885  PID         -  DO0885
 DO0885  STATE/COUNTY-  TX/HASKELL
 DO0885  USGS QUAD   -  MUNDAY WEST (1968)
 DO0885
 DO0885                         *CURRENT SURVEY CONTROL
 DO0885  ___________________________________________________________________
 DO0885* NAD 83(1993)-  33 23 54.20064(N)    099 38 28.72279(W)     ADJUSTED  
 DO0885* NAVD 88     -       456.1    (meters)    1496.     (feet)  VERTCON   
 DO0885  ___________________________________________________________________
 DO0885  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DO0885  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DO0885
 DO0885  HORZ ORDER  -  SECOND
 DO0885
 DO0885.The horizontal coordinates were established by classical geodetic methods
 DO0885.and adjusted by the National Geodetic Survey in February 1996..
 DO0885
 DO0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0885
 DO0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0885
 DO0885.The geoid height was determined by GEOID03.
 DO0885
 DO0885;                    North         East     Units Scale Factor Converg.
 DO0885;SPC TXNC     - 2,192,608.735   493,836.332   MT  0.99989087   -0 37 20.9
 DO0885;SPC TXNC     - 7,193,583.82  1,620,194.70   sFT  0.99989087   -0 37 20.9
 DO0885;UTM  14      - 3,695,637.537   440,361.508   MT  0.99964385   -0 21 10.9
 DO0885
 DO0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0885!SPC TXNC     -   0.99993286  x   0.99989087  =   0.99982374
 DO0885!UTM  14      -   0.99993286  x   0.99964385  =   0.99957674
 DO0885
 DO0885|---------------------------------------------------------------------|
 DO0885| PID    Reference Object                     Distance      Geod. Az  |
 DO0885|                                                           dddmmss.s |
 DO0885| CX8487 LAKE RM 2                            12.764 METERS 02237     |
 DO0885| DO0877 BRUSH ET                            APPROX. 6.2 KM 1215627.1 |
 DO0885| CX8486 LAKE RM 1                            11.948 METERS 19456     |
 DO0885|---------------------------------------------------------------------|
 DO0885
 DO0885                          SUPERSEDED SURVEY CONTROL
 DO0885
 DO0885  NAD 83(1993)-  33 23 54.20293(N)    099 38 28.72316(W) AD(       ) 2
 DO0885  NAD 83(1986)-  33 23 54.20745(N)    099 38 28.71451(W) AD(       ) 2
 DO0885  NAD 27      -  33 23 53.85912(N)    099 38 27.40146(W) AD(       ) 2
 DO0885  NGVD 29 (07/19/86)  456.0    (m)         1496.     (f) VERT ANG       
 DO0885
 DO0885.Superseded values are not recommended for survey control.
 DO0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0885.See file dsdata.txt to determine how the superseded data were derived.
 DO0885
 DO0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB4036295638(NAD 83)
 DO0885_MARKER: DD = SURVEY DISK
 DO0885_SETTING: 0 = UNSPECIFIED SETTING
 DO0885
 DO0885  HISTORY     - Date     Condition        Report By
 DO0885  HISTORY     - 1966     MONUMENTED       USGS
 DO0885
 DO0885                          STATION DESCRIPTION
 DO0885
 DO0885'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DO0885'LOCATED SOUTH 16 DEG WEST ABOUT 4 MILES (AIRLINE) FROM MUNDAY,
 DO0885'TEXAS.  NORTH 20 DEG EAST ABOUT 5 MILES (AIRLINE) FROM WEINERT,
 DO0885'TEXAS.  50 FEET ESE OF THE CENTER OF U.S. HWY. 277.  38 FEET
 DO0885'WNW OF THE WEST RAIL OF RAILROAD TRACK.  38 FEET SOUTH OF COUNTY
 DO0885'LINE.  3.5 FEET EAST OF A USGS WITNESS SIGN MOUNTED ON A METAL
 DO0885'POST.  THE STATION CAN BE LOCATED ON THE WICHITA FALLS
 DO0885'(NI 14-8) 1--250,000-SERIES MAP.
 DO0885'
 DO0885'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0885'
 DO0885'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED ROD
 DO0885'DRIVEN TO A DEPTH OF 20 FEET AND CENTERED IN A 6 INCH TILE, 12
 DO0885'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DO0885'GROUND AND IS STAMPED LAKE 1966.
 DO0885'
 DO0885'REFERENCE MARK NO. 1 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DO0885'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET AND CENTERED IN A 6
 DO0885'INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  LOCATED 39.20 FEET
 DO0885'(11.948 METERS) NNE OF THE STATION MARK.  TABLET IS FLUSH WITH
 DO0885'GROUND AND IS STAMPED LAKE NO. 1 1966.
 DO0885'
 DO0885'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DO0885'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET AND CENTERED IN A 6
 DO0885'INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  LOCATED 41.875 FEET
 DO0885'(12.764 METERS) NNE OF THE STATION MARK.  TABLET IS FLUSH WITH
 DO0885'GROUND AND IS STAMPED LAKE NO. 2 1966.
 DO0885'
 DO0885'AZIMUTH MARK--USGS STATION BRUSH ET IS VISIBLE FROM THE GROUND
 DO0885'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2627 ***********************************************************************
 CS2627  DESIGNATION -  LAKE
 CS2627  PID         -  CS2627
 CS2627  STATE/COUNTY-  TX/HENDERSON
 CS2627  USGS QUAD   -  MALAKOFF (1981)
 CS2627
 CS2627                         *CURRENT SURVEY CONTROL
 CS2627  ___________________________________________________________________
 CS2627* NAD 83(1993)-  32 11 33.39271(N)    096 07 20.76944(W)     ADJUSTED  
 CS2627* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 CS2627  ___________________________________________________________________
 CS2627  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CS2627  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS2627
 CS2627  HORZ ORDER  -  SECOND
 CS2627
 CS2627.The horizontal coordinates were established by classical geodetic methods
 CS2627.and adjusted by the National Geodetic Survey in February 1996..
 CS2627
 CS2627.The orthometric height was scaled from a topographic map.
 CS2627
 CS2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2627
 CS2627.The geoid height was determined by GEOID03.
 CS2627
 CS2627;                    North         East     Units Scale Factor Converg.
 CS2627;SPC TXNC     - 2,060,860.085   824,169.875   MT  0.99998411   +1 17 48.2
 CS2627;SPC TXNC     - 6,761,338.46  2,703,964.00   sFT  0.99998411   +1 17 48.2
 CS2627;UTM  14      - 3,565,416.513   771,281.249   MT  1.00050766   +1 32 02.4
 CS2627
 CS2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2627!SPC TXNC     -   0.99998814  x   0.99998411  =   0.99997225
 CS2627!UTM  14      -   0.99998814  x   1.00050766  =   1.00049579
 CS2627
 CS2627|---------------------------------------------------------------------|
 CS2627| PID    Reference Object                     Distance      Geod. Az  |
 CS2627|                                                           dddmmss.s |
 CS2627| CY1441 LAKE RM 1                            31.053 METERS 04249     |
 CS2627| CY1440 LAKE AZ MK                                         1461852.2 |
 CS2627| CY1442 LAKE RM 2                            29.413 METERS 16345     |
 CS2627|---------------------------------------------------------------------|
 CS2627
 CS2627                          SUPERSEDED SURVEY CONTROL
 CS2627
 CS2627  NAD 83(1986)-  32 11 33.39974(N)    096 07 20.75267(W) AD(       ) 2
 CS2627  NAD 27      -  32 11 32.85300(N)    096 07 19.85000(W) AD(       ) 2
 CS2627
 CS2627.Superseded values are not recommended for survey control.
 CS2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2627.See file dsdata.txt to determine how the superseded data were derived.
 CS2627
 CS2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7128165417(NAD 83)
 CS2627_MARKER: DS = TRIANGULATION STATION DISK
 CS2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2627
 CS2627  HISTORY     - Date     Condition        Report By
 CS2627  HISTORY     - 1947     MONUMENTED       CGS
 CS2627  HISTORY     - 19950909 POOR             USPSQD
 CS2627
 CS2627                          STATION DESCRIPTION
 CS2627
 CS2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2627'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF TRINIDAD AND
 CS2627'7 MILES WEST-NORTHWEST OF MALAKOFF, ON THE RIGHT-OF-WAY
 CS2627'OF STATE HIGHWAY 274.  IT IS ABOUT 100 YARDS NORTH OF A
 CS2627'DRIVEWAY LEADING TO A FARM HOUSE, 45 FEET WEST OF THE CENTER
 CS2627'OF STATE HIGHWAY 274, 14 FEET EAST OF A NORTH-SOUTH FENCE
 CS2627'LINE, AND 13.5 FEET EAST OF A 4-INCH SQUARE WOODEN WITNESS
 CS2627'POST PROJECTING 2 FEET.  IT IS STAMPED LAKE 1947 AND IS
 CS2627'FLUSH WITH THE SURFACE OF THE GROUND.
 CS2627'
 CS2627'REFERENCE MARK NO. 1 IS 47 FEET EAST OF THE CENTER OF STATE
 CS2627'HIGHWAY 274 AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 CS2627'IT IS STAMPED LAKE NO 1 1947 AND PROJECTS 10 INCHES.
 CS2627'
 CS2627'REFERENCE MARK NO. 2 IS 58 FEET WEST OF THE CENTER OF STATE
 CS2627'HIGHWAY 274 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 CS2627'IT IS STAMPED LAKE NO 2 1947 AND PROJECTS 8 INCHES
 CS2627'
 CS2627'AZIMUTH MARK IS LOCATED IN THE NORTHEAST CORNER OF A COTTON
 CS2627'FIELD, 64 FEET WEST OF THE CENTER OF STATE HIGHWAY 274,
 CS2627'16 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 5.5 FEET WEST
 CS2627'OF A FENCE CORNER, AND 1.5 FEET NORTH OF A EAST-WEST FENCE
 CS2627'LINE.  IT IS STAMPED LAKE 1947 AND PROJECT 6 INCHES.
 CS2627'
 CS2627'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CS2627'274 AND 31, (0.5 MILE NORTH OF TRINIDAD) GO NORTH ON STATE
 CS2627'HIGHWAY 274 FOR 2.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CS2627'CONTINUE FOR 0.9 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CS2627'
 CS2627'A 100 FOOT SIGNAL AT CAT IS VISIBLE AT 37 FEET.
 CS2627'
 CS2627'A 100 FOOT SIGNAL AT SAND IS VISIBLE AT 64 FEET.
 CS2627'
 CS2627'AN 87 FOOT SIGNAL AT SANDERS IS VISIBLE AT 50 FEET.
 CS2627'
 CS2627'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 37 FEET.
 CS2627'
 CS2627'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2627
 CS2627                          STATION RECOVERY (1995)
 CS2627
 CS2627'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2627'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1322 ***********************************************************************
 DN1322  DESIGNATION -  LAKE
 DN1322  PID         -  DN1322
 DN1322  STATE/COUNTY-  TX/DENTON
 DN1322  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN1322
 DN1322                         *CURRENT SURVEY CONTROL
 DN1322  ___________________________________________________________________
 DN1322* NAD 83(1993)-  33 06 41.60665(N)    097 01 38.65552(W)     ADJUSTED  
 DN1322* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 DN1322  ___________________________________________________________________
 DN1322  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 DN1322  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DN1322
 DN1322  HORZ ORDER  -  FIRST
 DN1322
 DN1322.The horizontal coordinates were established by classical geodetic methods
 DN1322.and adjusted by the National Geodetic Survey in February 1996..
 DN1322
 DN1322.The orthometric height was scaled from a topographic map.
 DN1322
 DN1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1322
 DN1322.The geoid height was determined by GEOID03.
 DN1322
 DN1322;                    North         East     Units Scale Factor Converg.
 DN1322;SPC TXNC     - 2,161,186.834   737,423.419   MT  0.99987317   +0 48 11.3
 DN1322;SPC TXNC     - 7,090,493.80  2,419,363.33   sFT  0.99987317   +0 48 11.3
 DN1322;UTM  14      - 3,665,385.504   684,054.199   MT  1.00001769   +1 04 40.3
 DN1322
 DN1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1322!SPC TXNC     -   0.99997720  x   0.99987317  =   0.99985037
 DN1322!UTM  14      -   0.99997720  x   1.00001769  =   0.99999489
 DN1322
 DN1322:                Primary Azimuth Mark                     Grid Az
 DN1322:SPC TXNC     -  GARZA                                    050 43 14.6
 DN1322:UTM  14      -  GARZA                                    050 26 45.6
 DN1322
 DN1322|---------------------------------------------------------------------|
 DN1322| PID    Reference Object                     Distance      Geod. Az  |
 DN1322|                                                           dddmmss.s |
 DN1322| DN1175 GARZA                               APPROX. 6.5 KM 0513125.9 |
 DN1322| CY1441 LAKE RM 1                            34.427 METERS 09401     |
 DN1322| CY1442 LAKE RM 2                            38.521 METERS 34750     |
 DN1322| CY1440 LAKE AZ MK                                         3541407.5 |
 DN1322|---------------------------------------------------------------------|
 DN1322
 DN1322                          SUPERSEDED SURVEY CONTROL
 DN1322
 DN1322  NAD 83(1993)-  33 06 41.60884(N)    097 01 38.64445(W) AD(       ) 1
 DN1322  NAD 83(1986)-  33 06 41.61188(N)    097 01 38.64092(W) AD(       ) 1
 DN1322  NAD 27      -  33 06 41.18000(N)    097 01 37.60800(W) AD(       ) 1
 DN1322
 DN1322.Superseded values are not recommended for survey control.
 DN1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1322.See file dsdata.txt to determine how the superseded data were derived.
 DN1322
 DN1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8405465386(NAD 83)
 DN1322_MARKER: DS = TRIANGULATION STATION DISK
 DN1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1322
 DN1322  HISTORY     - Date     Condition        Report By
 DN1322  HISTORY     - 1947     MONUMENTED       CGS
 DN1322  HISTORY     - 1958     MARK NOT FOUND   USGS
 DN1322  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN1322
 DN1322                          STATION DESCRIPTION
 DN1322
 DN1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1322'LOCATED ABOUT 5 MILES NORTHWEST OF LEWISVILLE AND 1 MILE
 DN1322'SOUTH OF LAKE DALLAS ON THE EAST SIDE OF U.S. ROUTE 77.  IT
 DN1322'IS 46 FEET EAST OF CENTERLINE OF ROAD, 16 FEET NORTHEAST OF
 DN1322'FENCE CORNER.  THE MARK IS 12 INCHES BELOW SURFACE AND THE
 DN1322'DISC IS STAMPED LAKE 1947.
 DN1322'
 DN1322'REFERENCE MARK NO. 1 IS 112.95 FEET EAST OF STATION, 133
 DN1322'FEET EAST OF FENCE CORNER, 1/2 FOOT NORTH OF FENCE LINE.  THE
 DN1322'MARK PROJECTS 3 INCHES AND THE DISC IS STAMPED LAKE NO 1 1947.
 DN1322'
 DN1322'REFERENCE MARK NO. 2 IS 126.38 FEET NORTH OF STATION, 39
 DN1322'FEET EAST OF THE CENTERLINE OF U.S. ROUTE 77, IN THE RIGHT
 DN1322'OF WAY FENCE LINE.  THE MARK PROJECT 3 INCHES AND THE DISC
 DN1322'IS STAMPED LAKE NO 2 1947.
 DN1322'
 DN1322'AZIMUTH MARK IS 0.2 MILE NORTH OF STATION, 34 FEET EAST OF
 DN1322'CENTERLINE OF U.S. ROUTE 77, 1/2 FEET EAST OF FENCE LINE AND
 DN1322'SOUTH OF THE DRIVEWAY TO A PRIVATE HOME.  THE MARK PROJECTS
 DN1322'3 INCHES AND THE DISC IS STAMPE LAKE 1947.
 DN1322'
 DN1322'STATION WAS REACHED FROM THE INTERSECTION OF MAIN STREET AND
 DN1322'HIGHWAY 77 IN LEWISVILLE BY GOING NORTH ON HIGHWAY 77 FOR 5.1
 DN1322'MILES AND STATION SITE ON THE RIGHT IN THE SOUTHWEST CORNER
 DN1322'OF A SMALL PASTURE.
 DN1322'
 DN1322'AZIMUTH MARK IS REACHED FROM THE STATION, BY GOING NORTH ON
 DN1322'U.S. ROUTE 77 FOR 0.2 MILE TO MARK ON THE LEFT NEAR DRIVEWAY
 DN1322'TO RESIDENCE.
 DN1322
 DN1322                          STATION RECOVERY (1958)
 DN1322
 DN1322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1322'THE DESCRIPTION PLACES THE STATION AND REFERENCE MARK 2 UNDER
 DN1322'THE NEW HIGHWAY.
 DN1322'
 DN1322'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH
 DN1322'MARK COULD NOT BE FOUND.
 DN1322
 DN1322                          STATION RECOVERY (1995)
 DN1322
 DN1322'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1777 ***********************************************************************
 FL1777  DESIGNATION -  LAKE
 FL1777  PID         -  FL1777
 FL1777  STATE/COUNTY-  TX/RANDALL
 FL1777  USGS QUAD   -  THOMAS RANCH (1973)
 FL1777
 FL1777                         *CURRENT SURVEY CONTROL
 FL1777  ___________________________________________________________________
 FL1777* NAD 83(1993)-  35 07 02.06494(N)    101 43 22.41836(W)     ADJUSTED  
 FL1777* NAVD 88     -      1090.     (meters)    3576.     (feet)  SCALED    
 FL1777  ___________________________________________________________________
 FL1777  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 FL1777  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL1777
 FL1777  HORZ ORDER  -  THIRD
 FL1777
 FL1777.The horizontal coordinates were established by classical geodetic methods
 FL1777.and adjusted by the National Geodetic Survey in February 1996..
 FL1777
 FL1777.The orthometric height was scaled from a topographic map.
 FL1777
 FL1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1777
 FL1777.The geoid height was determined by GEOID03.
 FL1777
 FL1777;                    North         East     Units Scale Factor Converg.
 FL1777;SPC TX N     - 1,123,965.905   179,683.031   MT  0.99992456   -0 07 45.0
 FL1777;SPC TX N     - 3,687,544.81    589,510.08   sFT  0.99992456   -0 07 45.0
 FL1777;UTM  14      - 3,889,438.090   251,854.492   MT  1.00035895   -1 34 01.7
 FL1777
 FL1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1777!SPC TX N     -   0.99983296  x   0.99992456  =   0.99975753
 FL1777!UTM  14      -   0.99983296  x   1.00035895  =   1.00019185
 FL1777
 FL1777:                Primary Azimuth Mark                     Grid Az
 FL1777:SPC TX N     -  PULLMAN GRAIN ELEVATOR                   007 45 12.5
 FL1777:UTM  14      -  PULLMAN GRAIN ELEVATOR                   009 11 29.2
 FL1777
 FL1777|---------------------------------------------------------------------|
 FL1777| PID    Reference Object                     Distance      Geod. Az  |
 FL1777|                                                           dddmmss.s |
 FL1777| FL1785 PULLMAN GRAIN ELEVATOR              APPROX. 8.9 KM 0073727.5 |
 FL1777| FL1771 WASHBURN GRAIN ELEVATOR             APPROX.15.0 KM 0630315.9 |
 FL1777| CJ7656 LAKE RM 1                            20.828 METERS 09328     |
 FL1777| CJ7658 LAKE RM 3                            21.198 METERS 09731     |
 FL1777| CJ7657 LAKE RM 2                            16.564 METERS 16541     |
 FL1777| CJ7655 LAKE AZ MK                                         2931133.8 |
 FL1777| FL1799 AMARILLO SE MUNICIPAL TANK          APPROX.12.8 KM 3054019.2 |
 FL1777| FL1808 AMARILLO AMER SMELT REFIN STK       APPROX.18.5 KM 3140047.0 |
 FL1777| FL1795 AMARILLO NE MUNICIPAL TANK          APPROX.13.7 KM 3225153.3 |
 FL1777| FL1791 AMARILLO PRICE COLLEGE TANK         APPROX.13.8 KM 3343349.4 |
 FL1777|---------------------------------------------------------------------|
 FL1777
 FL1777                          SUPERSEDED SURVEY CONTROL
 FL1777
 FL1777  NAD 83(1993)-  35 07 02.07330(N)    101 43 22.41057(W) AD(       ) 3
 FL1777  NAD 83(1986)-  35 07 02.07196(N)    101 43 22.40988(W) AD(       ) 3
 FL1777  NAD 27      -  35 07 01.88000(N)    101 43 20.75200(W) AD(       ) 3
 FL1777
 FL1777.Superseded values are not recommended for survey control.
 FL1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1777.See file dsdata.txt to determine how the superseded data were derived.
 FL1777
 FL1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5185489438(NAD 83)
 FL1777_MARKER: DS = TRIANGULATION STATION DISK
 FL1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1777
 FL1777  HISTORY     - Date     Condition        Report By
 FL1777  HISTORY     - 1951     MONUMENTED       CGS
 FL1777  HISTORY     - 1962     GOOD             CGS
 FL1777  HISTORY     - 1963     GOOD             CGS
 FL1777  HISTORY     - 1966     GOOD             CGS
 FL1777  HISTORY     - 1966     GOOD             LOCSUR
 FL1777
 FL1777                          STATION DESCRIPTION
 FL1777
 FL1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1777'STATION IS LOCATED 9 MILES SOUTHEAST OF AMARILLO, 11 MILES
 FL1777'SOUTHWEST OF WASHBURN AND ON THE HIGH GROUND AT THE NORTHEAST
 FL1777'EDGE OF A LARGE GRAIN FIELD 1/2 MILE SOUTH OF SOME RANCH
 FL1777'BUILDINGS.
 FL1777'
 FL1777'STATION MARK, STAMPED LAKE 1951, IS A STANDARD DISK SET IN
 FL1777'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS 16 INCHES
 FL1777'BELOW THE SURFACE OF THE GROUND.  IT IS 43 FEET WEST OF THE
 FL1777'CENTERLINE OF A DIRT ROAD, 10.8 FEET WEST OF A WITNESS POST
 FL1777'AND 36 FEET SOUTH SOUTHWEST OF A TURN IN A POWER LINE GOING
 FL1777'SOUTH AND EAST.
 FL1777'
 FL1777'REFERENCE MARK NUMBER 1, STAMPED LAKE NO 1 1951, IS A STANDARD
 FL1777'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1777'PROJECTS 3 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION
 FL1777'AS THE STATION.  IT IS 25 FEET EAST OF THE CENTERLINE OF THE
 FL1777'DIRT ROAD AND 18 INCHES WEST OF A NORTH-SOUTH FENCE LINE.
 FL1777'
 FL1777'REFERENCE MARK NUMBER 2, STAMPED LAKE NO 2 1951, IS A STANDARD
 FL1777'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1777'PROJECTS 4 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION
 FL1777'AS THE STATION.  IT IS 30 FEET WEST OF THE CENTERLINE OF THE
 FL1777'DIRT ROAD AND 24 INCHES EAST OF A FENCE LINE.
 FL1777'
 FL1777'AZIMUTH MARK, STAMPED LAKE 1951, IS A STANDARD DISK SET IN
 FL1777'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 FL1777'INCHES ABOVE THE GROUND.  TO REACH FROM THE STATION, GO NORTH
 FL1777'ON THE DIRT ROAD FOR 0.25 MILE.  TURN LEFT ON DIRT ROAD
 FL1777'AND GO 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS 35
 FL1777'FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 24 INCHES
 FL1777'EAST OF A FENCE CORNER AND DIRECTLY UNDER A POWER LINE.
 FL1777'
 FL1777'THE STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 FL1777'HIGHWAYS 60, 66, 87 AND 287 IN AMARILLO, GO EAST ON U.S. HIGHWAY
 FL1777'287 (10TH STREET) FOR 6.3 MILES TO A GRAVELED ROAD LEADING
 FL1777'RIGHT, SOUTH.  TURN RIGHT AND GO 3.9 MILES TO A T CROSSROAD.
 FL1777'TURN LEFT FOR 0.1 MILE THEN RIGHT FOR 0.1 MILE TO RANCH
 FL1777'BUILDINGS ON THE RIGHT, WEST, SIDE OF THE ROAD.  CONTINUE
 FL1777'SOUTH FOR 0.5 MILE TO THE STATION ON THE RIGHT SIDE OF THE
 FL1777'ROAD.
 FL1777'
 FL1777'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 FL1777
 FL1777                          STATION RECOVERY (1962)
 FL1777
 FL1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 FL1777'STATION RECOVERED, STATION, AZIMUTH MARK AND REFERENCE NO. 2
 FL1777'FOUND AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 FL1777'WAS DESTROYED BY ROAD IMPROVEMENT.  REFERENCE MARK NO. 2
 FL1777'IS 3-1/2 FEET E OF THE W RWY-OF-WAY FENCE AND 1 FOOT W OF THE
 FL1777'NEW ROAD CUT-BANK.  STATION IS 1 MILE N FROM N END OF A
 FL1777'N-S JOG IN THE FARM ROAD 1151.
 FL1777
 FL1777                          STATION RECOVERY (1963)
 FL1777
 FL1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FAK)
 FL1777'THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD
 FL1777'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND PULLED OUT OF THE
 FL1777'GROUND AND IS DESTROYED.  THE AZIMUTH MARK COULD NOT BE
 FL1777'FOUND, IT IS BELIEVED TO HAVE BEEN DESTROYED.  THE OLD TO
 FL1777'REACH IS GOOD.
 FL1777
 FL1777                          STATION RECOVERY (1966)
 FL1777
 FL1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 FL1777'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 FL1777'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 FL1777'FOUND TO BE DESTROYED.  ONE NEW REFERENCE MARK WAS SET.  A
 FL1777'COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 9 SOUTHEAST
 FL1777'OF AMARILLO, 11 MILES SOUTHWEST OF WASHBURN, IN A CULTIVATED
 FL1777'FIELD ALONG THE WEST SIDE OF A NORTH-SOUTH ROAD.
 FL1777'
 FL1777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FL1777'60-87-287 AND INTERSTATE 40 IN AMARILLO, GO EAST ON U.S.
 FL1777'HIGHWAY 287 AND INTERSTATE 40 FOR 6.4 MILES TO A SIDE ROAD
 FL1777'ON RIGHT WHERE AN OVERPASS CROSSES THE HIGHWAY.  TURN RIGHT,
 FL1777'SOUTH, GO 4.1 MILES TO A T-ROAD JUNCTION.  TURN LEFT, EAST
 FL1777'AND SOUTH, GO 1.05 MILES TO A SIDE ROAD ON THE RIGHT.  KEEP
 FL1777'STRAIGHT AHEAD, GO 0.25 MILE TO STATION ON THE RIGHT.
 FL1777'
 FL1777'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.25
 FL1777'MILE TO THE SIDE ROAD.  TURN LEFT, WEST, GO 0.55 MILE TO
 FL1777'MARK ON THE LEFT.
 FL1777'
 FL1777'STATION MARK, A STANDARD DISK, STAMPED LAKE 1951, IS SET IN
 FL1777'A 10 IN X 10 IN CONCRETE POST WHICH IS 16 INCHES BELOW THE
 FL1777'SURFACE OF GROUND.  IT IS 43 FEET WEST OF THE CENTER OF
 FL1777'NORTH-SOUTH ROAD, 36 FEET SOUTHWEST OF A POWER LINE POLE
 FL1777'WHICH SUPPORTS THE POWER LINES RUNNING NORTH-SOUTH AND EAST,
 FL1777'AND 10.8 FEET WEST OF A WOODEN WITNESS POST.
 FL1777'
 FL1777'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED LAKE NO 2 1951,
 FL1777'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 1 INCH
 FL1777'ABOVE GROUND.  IT IS 88 FEET SOUTH OF THE POWER LINE POLE,
 FL1777'29 FEET WEST OF THE CENTER OF ROAD, AND 3 FEET EAST OF THE
 FL1777'FENCE LINE.
 FL1777'
 FL1777'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED LAKE NO 3 1951
 FL1777'1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 FL1777'6 INCHES ABOVE GROUND.  IT IS 43 FEET SOUTH OF A T-FENCE
 FL1777'CORNER, 8 FEET SOUTH OF THE SOUTH GATE POST, AND 1 FOOT WEST
 FL1777'OF THE RIGHT-OF-WAY FENCE LINE.
 FL1777'
 FL1777'AZIMUTH MARK, A STANDARD DISK, STAMPED LAKE 1951, IS SET IN
 FL1777'A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 FL1777'GROUND.  IT IS 35 FEET SOUTH OF THE CENTER OF ROAD, AND 1 FOOT
 FL1777'NORTH OF A METAL WITNESS POST.
 FL1777'
 FL1777'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 FL1777'SOUTHEAST OF AMARILLO
 FL1777
 FL1777                          STATION RECOVERY (1966)
 FL1777
 FL1777'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 FL1777'RECOVERED BY BUCE AND GUNN INC DALLAS
 FL1777'
 FL1777'STATION AND R.M. 2 WERE FOUND IN GOOD CONDITION.  R.M. 1
 FL1777'WAS FOUND LYING ON TOP OF THE GROUND AND THE AZIMUTH MARK
 FL1777'WAS NOT RECOVERED.
 FL1777'
 FL1777'THE DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT
 FL1777'WITH THE EXCEPTION IT SHOULD READ 1.0 MILE TO RANCH BUILDINGS
 FL1777'ON RIGHT RATHER THAN 0.10 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0834 ***********************************************************************
 GK0834  DESIGNATION -  LAKE
 GK0834  PID         -  GK0834
 GK0834  STATE/COUNTY-  TX/OCHILTREE
 GK0834  USGS QUAD   -  WAKA (1973)
 GK0834
 GK0834                         *CURRENT SURVEY CONTROL
 GK0834  ___________________________________________________________________
 GK0834* NAD 83(1993)-  36 22 28.90226(N)    101 00 10.86644(W)     ADJUSTED  
 GK0834* NAVD 88     -       910.     (meters)    2986.     (feet)  SCALED    
 GK0834  ___________________________________________________________________
 GK0834  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GK0834  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GK0834
 GK0834  HORZ ORDER  -  SECOND
 GK0834
 GK0834.The horizontal coordinates were established by classical geodetic methods
 GK0834.and adjusted by the National Geodetic Survey in February 1996..
 GK0834
 GK0834.The orthometric height was scaled from a topographic map.
 GK0834
 GK0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0834
 GK0834.The geoid height was determined by GEOID03.
 GK0834
 GK0834;                    North         East     Units Scale Factor Converg.
 GK0834;SPC TX N     - 1,263,567.778   244,598.812   MT  1.00005025   +0 17 16.9
 GK0834;SPC TX N     - 4,145,555.28    802,487.94   sFT  1.00005025   +0 17 16.9
 GK0834;SPC OK N     -   156,694.550   330,579.336   MT  0.99995193   -1 46 20.0
 GK0834;SPC OK N     -   514,088.70  1,084,575.70   sFT  0.99995193   -1 46 20.0
 GK0834;UTM  14      - 4,027,372.018   320,319.601   MT  0.99999779   -1 11 17.6
 GK0834
 GK0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0834!SPC TX N     -   0.99986142  x   1.00005025  =   0.99991166
 GK0834!SPC OK N     -   0.99986142  x   0.99995193  =   0.99981336
 GK0834!UTM  14      -   0.99986142  x   0.99999779  =   0.99985921
 GK0834
 GK0834|---------------------------------------------------------------------|
 GK0834| PID    Reference Object                     Distance      Geod. Az  |
 GK0834|                                                           dddmmss.s |
 GK0834| CM8917 LAKE RM 1                            18.673 METERS 00724     |
 GK0834| CM8923 LAKE 2 RM 4                                        02253     |
 GK0834| CM8919 LAKE RM 3                            33.206 METERS 09108     |
 GK0834| CM8924 LAKE 2 RM 5                                        10255     |
 GK0834| GK1070 FARNSWORTH BATMAN GRAIN ELEV        APPROX. 6.8 KM 1515007.2 |
 GK0834| GK1071 FARNSWORTH PERRYTN EQUITY ELEV      APPROX. 6.8 KM 1542415.5 |
 GK0834| GK0836 WAKA PERRYTON EQUITY ELEVATOR       APPROX.11.1 KM 2013857.9 |
 GK0834| GK0837 LAKE 2                               12.266 METERS 27554     |
 GK0834| CM8918 LAKE RM 2                            27.007 METERS 31209     |
 GK0834| GK0833 TELE PROMPTER TRANS KLF 93 MST      APPROX. 9.2 KM 3444006.4 |
 GK0834| CM8922 LAKE 2 AZ MK                                       3593019.8 |
 GK0834| CM8916 LAKE AZ MK                                         3595756.6 |
 GK0834|---------------------------------------------------------------------|
 GK0834
 GK0834                          SUPERSEDED SURVEY CONTROL
 GK0834
 GK0834  NAD 83(1993)-  36 22 28.90229(N)    101 00 10.86664(W) AD(       ) 2
 GK0834  NAD 83(1986)-  36 22 28.90806(N)    101 00 10.85346(W) AD(       ) 2
 GK0834  NAD 27      -  36 22 28.79800(N)    101 00 09.30100(W) AD(       ) 2
 GK0834
 GK0834.Superseded values are not recommended for survey control.
 GK0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0834.See file dsdata.txt to determine how the superseded data were derived.
 GK0834
 GK0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2032027372(NAD 83)
 GK0834_MARKER: DS = TRIANGULATION STATION DISK
 GK0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0834
 GK0834  HISTORY     - Date     Condition        Report By
 GK0834  HISTORY     - 1952     MONUMENTED       CGS
 GK0834  HISTORY     - 1956     GOOD             CGS
 GK0834  HISTORY     - 1973     POOR             USGS
 GK0834  HISTORY     - 1977     GOOD             NGS
 GK0834
 GK0834                          STATION DESCRIPTION
 GK0834
 GK0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0834'THE STATION IS LOCATED AT A CROSSROAD, ABOUT 11 MILES AIRLINE
 GK0834'WEST OF PERRYTON, ABOUT 6 MILES AIRLINE WEST OF THE LORD
 GK0834'RAILROAD SIDING, AND ABOUT 15 MILES AIRLINE NORTHEAST OF
 GK0834'SPEARMAN.
 GK0834'
 GK0834'TO REACH THE STATION FROM THE OCHILTREE COUNTY COURTHOUSE IN
 GK0834'PERRYTON, GO NORTH ON U.S. HIGHWAY 83 FOR 0.4 MILE TO A STOP
 GK0834'LIGHT.  TURN LEFT ONTO STATE HIGHWAY 117 AND GO 10.5 MILES
 GK0834'TO THE FARNSWORTH RAILROAD SIDING.  KEEP STRAIGHT AHEAD AND
 GK0834'GO 0.3 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 GK0834'1.5 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 GK0834'4.0 MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
 GK0834'
 GK0834'THE STATION MARK IS A STANDARD DISK STAMPED LAKE 1952 SET
 GK0834'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS ABOUT 6
 GK0834'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 1 FOOT SOUTH
 GK0834'OF AN EAST-WEST FENCE LINE AND 7 FEET WEST OF A WHITE WITNESS
 GK0834'POST.
 GK0834'
 GK0834'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LAKE NO 1
 GK0834'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0834'4 INCHES ABOVE THE GROUND.  IT IS 4 FEET WEST OF A FENCE CORNER
 GK0834'AND 1 FOOT HIGHER THAN THE STATION.
 GK0834'
 GK0834'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LAKE NO 2
 GK0834'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0834'4 INCHES ABOVE THE GROUND.  IT IS 4 INCHES SOUTH OF AN EAST-WEST
 GK0834'FENCE LINE AND 1 FOOT HIGHER THAN THE STATION.
 GK0834'
 GK0834'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF THE NORTH-SOUTH
 GK0834'ROAD THAT RUNS PAST THE STATION, AND IS A STANDARD DISK STAMPED
 GK0834'LAKE 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK0834'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A
 GK0834'NORTH-SOUTH FENCE LINE AND 30 FEET WEST OF THE CENTERLINE OF
 GK0834'THE ROAD.
 GK0834'
 GK0834'THE SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTERLINES
 GK0834'OF A GRAVELED NORTH-SOUTH ROAD AND A GRAVELED EAST-WEST ROAD.
 GK0834'IT IS 1 FOOT HIGHER THAN THE STATION.
 GK0834'
 GK0834'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.6
 GK0834'MILE TO THE TOP OF A SLIGHT RISE AND THE AZIMUTH MARK.
 GK0834
 GK0834                          STATION RECOVERY (1956)
 GK0834
 GK0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 GK0834'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 GK0834'AS DESCRIBED.  THE AZIMUTH MARK HAD BEEN DESTROYED BY HIGHWAY
 GK0834'CONSTRUCTION MACHINERY.  R.M. NO. 3 WAS ESTABLISHED TO REPLACE
 GK0834'R.M. NO. 1 WHICH WAS DESTROYED.
 GK0834'
 GK0834'THE STATION IS LOCATED AT THE INTERSECTION OF AN EAST-WEST
 GK0834'ROAD AND F.M. HIGHWAY NO. 1267, ABOUT 4 MILES AIRLINE NORTHWEST
 GK0834'FROM FARNSWORTH AND 11 MILES AIRLINE WEST OF PERRYTON, IN THE
 GK0834'SOUTHWEST POINT OF THE INTERSECTION.
 GK0834'
 GK0834'THE STATION MARK IS A STANDARD DISK STAMPED LAKE 1952 SET IN
 GK0834'THE TOP OF A 12 IN CONCRETE CYLINDER THAT IS ABOUT 8 INCHES
 GK0834'BELOW THE SURFACE OF THE GROUND, 3-1/2 FEET SOUTH OF THE SOUTH
 GK0834'FENCE LINE OF THE EAST-WEST ROAD AND THE CORNER POST AND IS
 GK0834'2-1/2 FEET SOUTH OF A WHITE 4 X 4 POST.  IT IS IN THE WEST
 GK0834'RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY.
 GK0834'
 GK0834'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LAKE NO. 2
 GK0834'1952 IN A CONCRETE CYLINDER PROJECTING ABOUT 3 INCHES, IN
 GK0834'THE NORTH RIGHT-OF-WAY FENCE LINE OF THE EAST-WEST ROAD AND
 GK0834'IS ABOUT 36 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY.
 GK0834'
 GK0834'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LAKE 1952 NO.
 GK0834'3 1956 IN A CONCRETE CYLINDER PROJECTING ABOUT 8 INCHES, IN
 GK0834'THE SOUTHEAST POINT OF THE HIGHWAY AND ROAD INTERSECTION, 56
 GK0834'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 35 FEET SOUTH
 GK0834'OF THE CENTERLINE OF THE CROSSROAD.
 GK0834'
 GK0834'TO REACH THE STATION FROM THE MAIN HIGHWAY INTERSECTION NEAR
 GK0834'THE NORTH END OF THE BUSINESS SECTION OF PERRYTON--GO SOUTHWEST
 GK0834'ON HIGHWAY NO. 117 10.5 MILES TO FARNSWORTH.  THEN CONTINUE
 GK0834'ON THE HIGHWAY 0.3 MILE TO A ROAD WEST.  GO WEST 01.5.  THEN
 GK0834'TURN RIGHT AND GO NORTH ON F.M. HIGHWAY NO. 1267, 4.0 MILES
 GK0834'TO THE CROSSROAD AND THE STATION AS DESCRIBED.
 GK0834
 GK0834                          STATION RECOVERY (1973)
 GK0834
 GK0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 GK0834'THE STATION MARK POST WAS FOUND LEANING OVER FLUSH WITH THE
 GK0834'GROUND.
 GK0834'
 GK0834'R.M. NO. 3 WAS FOUND IN GOOD CONDITION.
 GK0834'
 GK0834'R.M. NO. 2 WAS IS PROBABLY DESTROYED AS CHUNKS OF
 GK0834'CONCRETE WERE FOUND IN THE AREA.  THE TABLET WAS NOT FOUND.
 GK0834'
 GK0834'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND IT ALSO
 GK0834'WAS PROBABLY DESTROYED
 GK0834'BY HIGHWAY CONSTRUCTION.
 GK0834
 GK0834                          STATION RECOVERY (1977)
 GK0834
 GK0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GK0834'THE STATION SURFACE MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK
 GK0834'WERE FOUND TO HAVE BEEN DESTROYED.  REFERENCE MARK NO 3 WAS FOUND IN
 GK0834'POOR CONDITION.
 GK0834'
 GK0834'THE STATION SUB SURFACE MARK WAS RECOVERED AND APPEARED TO BE IN
 GK0834'GOOD CONDITION.  THE MARK IS LOCATED ON EDGE OF BAR DITCH OF
 GK0834'INTERECTION OF ROADS AND BESIDE OF A BURIED CABLE LINE.  WITH ANY KIND
 GK0834'OF ROAD REPAIR OR RECOVERY OF BURIED CABLE THE MARK WOULD BE
 GK0834'DESTROYED.
 GK0834'
 GK0834'LAKE 2 WAS ESTABLISHED OUT OF THE DANGER AREA AND TRAVERSE TIE MADE
 GK0834'BETWEEN THE TWO STATIONS MADE.
 GK0834'
 GK0834'THREE GRAIN ELEVATORS HEADHOUSE WERE OBSERVED FOR AZIMUTH, ON
 GK0834'CHECKING THE 1952 OBSERVATIONS WITH 1977 OBSERVATION A GREAT
 GK0834'DIFFFERENCE WAS FOUND IN THE DIRECTION BETWEEN THE ELEVATORS.
 GK0834'
 GK0834'THE STATION WAS REVISITED AND OBSERVATION TAKEN FROM TELE-PROMPTER
 GK0834'TRANSMISSION OF KANSAS KLF 93 MAST.
 GK0834'
 GK0834'TELE-PROMPTER TRANSMISSION OF KANSAS KLF 93 MAST WAS OBSERVED FROM
 GK0834'FOLLOWING STATIONS.  CAMAY 1952, LORD 1952 AND CHIQUITO 1952 DUE TO
 GK0834'THE LOW BAR DITCH, COULD NOT GET TRIPOD HIGH ENOUGH TO SEE SPEARMAN,
 GK0834'MUNI. WATER TANK 1952, THAT WAS OBSERVED ON, FROM LAKE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1973 ***********************************************************************
 FL1973  DESIGNATION -  LAKE
 FL1973  PID         -  FL1973
 FL1973  STATE/COUNTY-  TX/GRAY
 FL1973  USGS QUAD   -  POND CREEK (1976)
 FL1973
 FL1973                         *CURRENT SURVEY CONTROL
 FL1973  ___________________________________________________________________
 FL1973* NAD 83(1993)-  35 29 10.33624(N)    100 35 44.35166(W)     ADJUSTED  
 FL1973* NAVD 88     -       912.     (meters)    2992.     (feet)  SCALED    
 FL1973  ___________________________________________________________________
 FL1973  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 FL1973  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1973
 FL1973  HORZ ORDER  -  FIRST
 FL1973
 FL1973.The horizontal coordinates were established by classical geodetic methods
 FL1973.and adjusted by the National Geodetic Survey in February 1996..
 FL1973
 FL1973.The orthometric height was scaled from a topographic map.
 FL1973
 FL1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1973
 FL1973.The geoid height was determined by GEOID03.
 FL1973
 FL1973;                    North         East     Units Scale Factor Converg.
 FL1973;SPC TX N     - 1,165,249.956   282,056.458   MT  0.99991158   +0 31 26.8
 FL1973;SPC TX N     - 3,822,990.90    925,380.23   sFT  0.99991158   +0 31 26.8
 FL1973;UTM  14      - 3,928,133.677   355,254.369   MT  0.99985819   -0 55 35.2
 FL1973
 FL1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1973!SPC TX N     -   0.99986096  x   0.99991158  =   0.99977255
 FL1973!UTM  14      -   0.99986096  x   0.99985819  =   0.99971917
 FL1973
 FL1973|---------------------------------------------------------------------|
 FL1973| PID    Reference Object                     Distance      Geod. Az  |
 FL1973|                                                           dddmmss.s |
 FL1973| FL0543 Y 379 RESET                                        00651     |
 FL1973| FL0542 Y 379                                              0071847.1 |
 FL1973| CK9224 LAKE RM 1                             9.246 METERS 12730     |
 FL1973| CK9225 LAKE RM 2                            10.100 METERS 23709     |
 FL1973| FL2024 LAKETON SANTA FE RR STANDPIPE       APPROX. 7.3 KM 3331625.6 |
 FL1973| FL2021 LAKETON WHEAT GROWERS ELEV          APPROX. 7.1 KM 3350128.6 |
 FL1973|---------------------------------------------------------------------|
 FL1973
 FL1973                          SUPERSEDED SURVEY CONTROL
 FL1973
 FL1973  NAD 83(1993)-  35 29 10.33745(N)    100 35 44.35105(W) AD(       ) 1
 FL1973  NAD 83(1986)-  35 29 10.34122(N)    100 35 44.34109(W) AD(       ) 1
 FL1973  NAD 27      -  35 29 10.17600(N)    100 35 42.85700(W) AD(       ) 1
 FL1973
 FL1973.Superseded values are not recommended for survey control.
 FL1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1973.See file dsdata.txt to determine how the superseded data were derived.
 FL1973
 FL1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5525428134(NAD 83)
 FL1973_MARKER: DS = TRIANGULATION STATION DISK
 FL1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1973
 FL1973  HISTORY     - Date     Condition        Report By
 FL1973  HISTORY     - 1951     MONUMENTED       CGS
 FL1973  HISTORY     - 1968     GOOD             CGS
 FL1973
 FL1973                          STATION DESCRIPTION
 FL1973
 FL1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1973'THE STATION IS LOCATED ABOUT 20 MILES AIR LINE EAST OF PAMPA.
 FL1973'17 MILES NORTH OF MC LEAN.  1-3/4 MILE SOUTH OF STATE HIGHWAY
 FL1973'152.  0.2 MILE WEST OF A DIRT ROAD.  0.2 MILE SOUTH OF AN
 FL1973'EAST-WEST FENCE LINE AND ON THE HIGHEST PART OF A GRASSY
 FL1973'PASTURE HILL.  THE STATION MARK, STAMPED LAKE 1951, IS A BRONZE
 FL1973'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 1 INCH AND IT IS
 FL1973'7 FEET SOUTH OF A WHITE WITNESS POST.
 FL1973'
 FL1973'REFERENCE MARK NO. 1, STAMPED LAKE NO 1 1951, IS A BRONZE
 FL1973'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES AND
 FL1973'IT IS AT THE SAME ELEVATION AS THE STATION.
 FL1973'
 FL1973'REFERENCE MARK NO. 2, STAMPED LAKE NO 2 1951, IS A BRONZE
 FL1973'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 1 INCH AND IS
 FL1973'AT THE SAME ELEVATION AS THE STATION.
 FL1973'
 FL1973'U.S. COAST AND GEODETIC SURVEY BENCH MARK Y 379 SERVES AS
 FL1973'THE AZIMUTH MARK FOR THIS STATION.  IT IS A BRONZE DISK, STAMPED
 FL1973'Y 379 1943, SET IN A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 FL1973'6 INCHES.  THE MARK IS 0.8 MILE SOUTH OF STATE HIGHWAY 152.
 FL1973'59 FEET NORTH OF A TELEPHONE POLE.  31 FEET WEST OF THE CENTER
 FL1973'OF A DIRT ROAD AND 7 FEET NORTH OF THE NORTH END OF A CATTLE
 FL1973'GUARD.
 FL1973'
 FL1973'TO REACH THE STATION FROM PAMPA GO NORTHEASTERLY ON U.S.
 FL1973'HIGHWAY 60 ABOUT 7 MILES TO THE JUNCTION OF U.S. HIGHWAY 60
 FL1973'AND STATE HIGHWAY 152.  KEEP THE RIGHT FORK AND FOLLOW STATE
 FL1973'HIGHWAY 152 FOR 12.5 MILES TO THE LAKETON POST OFFICE ON
 FL1973'THE LEFT.  CONTINUE ON STATE HIGHWAY 152 FOR 3.15 MILES TO A
 FL1973'SIDE ROAD RIGHT AND A SIGN MC LEAN.  TURN RIGHT AND GO SOUTH
 FL1973'ON THE DIRT ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE
 FL1973'RIGHT.  CONTINUE SOUTH FOR 1.5 MILES TO A GATE ON EITHER SIDE
 FL1973'OF THE ROAD.  TURN WEST PASSING THROUGH THE GATE ON THE RIGHT
 FL1973'AND GO ACROSS COUNTRY NORTH-NORTHWEST FOR 0.3 MILE TO THE
 FL1973'HIGHEST POINT OF THE HILL AND THE STATION.
 FL1973
 FL1973                          STATION RECOVERY (1968)
 FL1973
 FL1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FL1973'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED
 FL1973'AND IN GOOD CONDITION.  Y 379 1935 WHICH WAS USED AS AN AZIMUTH
 FL1973'MARK FOR THIS STATION WAS IN THE WAY OF ROAD IMPROVEMENT AND
 FL1973'WAS MOVED AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT.  A
 FL1973'NEW MARK Y 379 RESET 1968 WAS SET AND TIED TO THE STATION.
 FL1973'THE PREVIOUS DESCRIPTION IS GOOD WITH BELOW INFORMATION.
 FL1973'
 FL1973'TO REACH THE STATION FROM THE JUNCTION OF FARM MARKET ROAD
 FL1973'748 AND STATE HIGHWAY 152 IN LAKETON, GO SOUTHEAST ON HIGHWAY
 FL1973'152 FOR 3.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 FL1973'SOUTH FOR 1.0 MILE TO Y 379 RESET 1968 ON THE LEFT.  CONTINUE
 FL1973'SOUTH ON THE ROAD FOR 1.0 MILE TO A PASTURE HILL ON THE RIGHT.
 FL1973'FROM THIS POINT PACK WEST UP THE HILL FOR ABOUT 0.2 MILE
 FL1973'TO THE HIGHEST POINT AND THE STATION.
 FL1973'
 FL1973'Y 379 RESET 1968 IS A STANDARD BENCH MARK DISK STAMPED Y 379
 FL1973'RESET 1968 SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST
 FL1973'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 FL1973'IT IS 72 FEET WEST OF THE CENTERLINE OF FARM MARKET ROAD
 FL1973'2857, 15 FEET NORTHWEST OF THE NORTH CORNER OF A STEEL CATTLE
 FL1973'GUARD, 13 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD, 1
 FL1973'FOOT SOUTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST
 FL1973'AND AT TEXAS HIGHWAY DEPARTMENT 344 + 94.
 FL1973'
 FL1973'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 FL1973'
 FL1973'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 FL1973'EAST OF PAMPA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1009 ***********************************************************************
 DO1009  DESIGNATION -  LAKE
 DO1009  PID         -  DO1009
 DO1009  STATE/COUNTY-  TX/BAYLOR
 DO1009  USGS QUAD   -  SOUTHEAST LAKE KEMP (1966)
 DO1009
 DO1009                         *CURRENT SURVEY CONTROL
 DO1009  ___________________________________________________________________
 DO1009* NAD 83(1993)-  33 42 36.21858(N)    099 07 59.51578(W)     ADJUSTED  
 DO1009* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 DO1009  ___________________________________________________________________
 DO1009  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DO1009  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DO1009
 DO1009  HORZ ORDER  -  THIRD
 DO1009
 DO1009.The horizontal coordinates were established by classical geodetic methods
 DO1009.and adjusted by the National Geodetic Survey in February 1996..
 DO1009
 DO1009.The orthometric height was scaled from a topographic map.
 DO1009
 DO1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1009
 DO1009.The geoid height was determined by GEOID03.
 DO1009
 DO1009;                    North         East     Units Scale Factor Converg.
 DO1009;SPC TXNC     - 2,226,774.752   541,308.028   MT  0.99993851   -0 20 43.2
 DO1009;SPC TXNC     - 7,305,676.83  1,775,941.42   sFT  0.99993851   -0 20 43.2
 DO1009;UTM  14      - 3,730,016.805   487,657.739   MT  0.99960188   -0 04 26.1
 DO1009
 DO1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1009!SPC TXNC     -   0.99994275  x   0.99993851  =   0.99988126
 DO1009!UTM  14      -   0.99994275  x   0.99960188  =   0.99954465
 DO1009
 DO1009                          SUPERSEDED SURVEY CONTROL
 DO1009
 DO1009  NAD 83(1993)-  33 42 36.21879(N)    099 07 59.51585(W) AD(       ) 3
 DO1009  NAD 83(1986)-  33 42 36.22529(N)    099 07 59.50531(W) AD(       ) 3
 DO1009
 DO1009.Superseded values are not recommended for survey control.
 DO1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1009.See file dsdata.txt to determine how the superseded data were derived.
 DO1009
 DO1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8765830017(NAD 83)
 DO1009_MARKER: DD = SURVEY DISK
 DO1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1009+STABILITY: SURFACE MOTION
 DO1009
 DO1009  HISTORY     - Date     Condition        Report By
 DO1009  HISTORY     - 1963     MONUMENTED       USGS
 DO1009
 DO1009                          STATION DESCRIPTION
 DO1009
 DO1009'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO1009'LOCATED ABOUT 11 MI. NE. OF SEYMOUR AND 2.5 MI. N. OF MABELLE ON
 DO1009'THE E. SIDE OF U.S. HIGHWAYS 183 AND 283.  STATION IS 48 FT. SE. OF
 DO1009'CENTERLINE HIGHWAY AT BEND AND 3 FT. W. OF FENCE.
 DO1009'
 DO1009'TO REACH FROM SEYMOUR, GO NE. ON U.S. HIGHWAY 82 AND 283 9 MI. TO
 DO1009'JUNCTION AT MABELLE, TAKE U.S. HIGHWAY 183-283 N. 3.0 MI. TO STATION
 DO1009'ON RIGHT.
 DO1009'
 DO1009'STATION MARK--STANDARD TABLET STAMPED---LAKE-ET 1963---, IN CONCRETE
 DO1009'POST, PROJECTING 0.9 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2221 ***********************************************************************
 AN2221  DESIGNATION -  LAKE 2
 AN2221  PID         -  AN2221
 AN2221  STATE/COUNTY-  TX/MATAGORDA
 AN2221  USGS QUAD   -  PALACIOS POINT (1973)
 AN2221
 AN2221                         *CURRENT SURVEY CONTROL
 AN2221  ___________________________________________________________________
 AN2221* NAD 83(1993)-  28 35 28.45072(N)    096 11 22.09360(W)     ADJUSTED  
 AN2221* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2221  ___________________________________________________________________
 AN2221  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AN2221  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AN2221
 AN2221  HORZ ORDER  -  SECOND
 AN2221
 AN2221.The horizontal coordinates were established by classical geodetic methods
 AN2221.and adjusted by the National Geodetic Survey in February 1996..
 AN2221
 AN2221.The orthometric height was scaled from a topographic map.
 AN2221
 AN2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2221
 AN2221.The geoid height was determined by GEOID03.
 AN2221
 AN2221;                    North         East     Units Scale Factor Converg.
 AN2221;SPC TXSC     - 4,087,301.220   874,884.305   MT  0.99994682   +1 22 36.9
 AN2221;SPC TXSC     -13,409,754.09  2,870,349.59   sFT  0.99994682   +1 22 36.9
 AN2221;UTM  14      - 3,165,927.448   774,875.585   MT  1.00053257   +1 20 45.0
 AN2221
 AN2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2221!SPC TXSC     -   1.00000389  x   0.99994682  =   0.99995071
 AN2221!UTM  14      -   1.00000389  x   1.00053257  =   1.00053646
 AN2221
 AN2221:                Primary Azimuth Mark                     Grid Az
 AN2221:SPC TXSC     -  HALFMOON REEF LIGHTHOUSE                 233 53 21.2
 AN2221:UTM  14      -  HALFMOON REEF LIGHTHOUSE                 233 55 13.1
 AN2221
 AN2221|---------------------------------------------------------------------|
 AN2221| PID    Reference Object                     Distance      Geod. Az  |
 AN2221|                                                           dddmmss.s |
 AN2221| AN2243 HALFMOON REEF LIGHTHOUSE            APPROX. 7.9 KM 2351558.1 |
 AN2221| CV7346 LAKE 2 RM 2                          13.750 METERS 27326     |
 AN2221| CV7345 LAKE 2 RM 1                          13.830 METERS 35658     |
 AN2221|---------------------------------------------------------------------|
 AN2221
 AN2221                          SUPERSEDED SURVEY CONTROL
 AN2221
 AN2221  NAD 83(1986)-  28 35 28.45791(N)    096 11 22.07446(W) AD(       ) 2
 AN2221  NAD 27      -  28 35 27.47400(N)    096 11 21.18800(W) AD(       ) 2
 AN2221
 AN2221.Superseded values are not recommended for survey control.
 AN2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2221.See file dsdata.txt to determine how the superseded data were derived.
 AN2221
 AN2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7487665927(NAD 83)
 AN2221_MARKER: S = SPIKE
 AN2221_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2221_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AN2221
 AN2221  HISTORY     - Date     Condition        Report By
 AN2221  HISTORY     - 1906     MONUMENTED       CGS
 AN2221  HISTORY     - 1934     GOOD             CGS
 AN2221  HISTORY     - 1937     GOOD             TSI
 AN2221  HISTORY     - 1946     GOOD             CGS
 AN2221  HISTORY     - 1947     GOOD             CGS
 AN2221  HISTORY     - 1969     GOOD             CGS
 AN2221  HISTORY     - 1974     GOOD             LOCENG
 AN2221
 AN2221                          STATION DESCRIPTION
 AN2221
 AN2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (WBF)
 AN2221'ON THE N SHORE OF MATAGORDA BAY, ABOUT 2-1/2 MILES NE OF
 AN2221'PALACIOS POINT, 500 METERS NE OF A LITTLE SAND POINT, 700
 AN2221'METERS SW OF A SMALL WOODED MOTT, ON HARD SHELL GROUND, 27
 AN2221'METERS FROM THE HIGH-WATER LINE, AND CLOSE TO A PATH THAT
 AN2221'RUNS ALONG THE SHORE.
 AN2221'
 AN2221'STATION IS MARKED AS FOLLOWS--THE UNDERGROUND
 AN2221'MARK IS A BOTTLE PLACED 3 FEET BELOW THE SURFACE, COVERED
 AN2221'WITH 6 INCHES OF SAND, ON WHICH RESTS A 4-INCH TILE, 2 FEET
 AN2221'LONG, FLANGE DOWN, FILLED WITH AND INCASED IN (A CYLINDER OF)
 AN2221'CONCRETE (30 INCHES IN DIAMETER).  ON THE TOP SURFACE OF
 AN2221'THE CONCRETE C.G.S. 1906 IS INSCRIBED.  A SPIKE IN THE CENTER
 AN2221'OF THE TILE MARKS THE STATION.  THERE ARE TWO REFERENCE
 AN2221'MARKS, BOTH CONCRETE POSTS 8 INCHES SQUARE AND 2 FEET LONG,
 AN2221'SET SO AS TO PROJECT ABOUT 4 INCHES ABOVE THE GENERAL LEVEL
 AN2221'OF THE GROUND.  EACH POST IS MARKED WITH AN ARROW POINTING
 AN2221'TO THE STATION AND A SPIKE FOR THE CENTER MARK.  ONE
 AN2221'REFERENCE MARK IS 13.750 METERS FROM THE STATION
 AN2221'AND THE OTHER 15.825 METERS.
 AN2221
 AN2221                          STATION RECOVERY (1934)
 AN2221
 AN2221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2221'STATION IS ABOUT 8 MILES S FROM PALACIOS, ABOUT 2.5 MILES
 AN2221'ENE FROM PALACIOS POINT, AND ABOUT 1/2 MILE S OF OYSTER
 AN2221'LAKE.  IT IS 15 METERS N FROM THE HIGH-WATER LINE, ON A LOW
 AN2221'SHELL RIDGE.  THIS RIDGE IS ABOUT 50 METERS WIDE AND RUNS
 AN2221'INTO A MARSH ON THE N SIDE.
 AN2221'
 AN2221'STATION IS MARKED BY A 4-INCH TERRA COTTA PIPE SET IN CONCRETE
 AN2221'AND FILLED WITH CONCRETE AND WITH A NAIL IN THE CENTER.
 AN2221'
 AN2221'REFERENCE MARKS ARE 8-INCH SQUARE CONCRETE BLOCKS WITH AN
 AN2221'ARROW AND A NAIL AT THE CENTER.
 AN2221'
 AN2221'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2221'HALFMOON REEF LIGHT, 229 DEG AND PORTSMOUTH HOTEL, 281 DEG.
 AN2221'
 AN2221'HEIGHT OF LIGHT ABOVE STATION MARK - 6.1 METERS.
 AN2221
 AN2221                          STATION RECOVERY (1937)
 AN2221
 AN2221'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2221'DESCRIPTION ACCURATE.  STATION IN GOOD CONDITION.  TOWER GONE.
 AN2221
 AN2221                          STATION RECOVERY (1946)
 AN2221
 AN2221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (USE)
 AN2221'DESCRIPTION IS ACCURATE.  STATION WAS FOUND 0.8 FEET BELOW
 AN2221'SURFACE OF GROUND.  REFERENCE MARK 2 WAS FOUND 0.3 FEET
 AN2221'BELOW SURFACE OF GROUND.  STATION IS S 60 DEG W, 3400 FEET
 AN2221'FROM POINT WHERE G.I.W. ENTERS MATAGORDA BAY.  STATION IS
 AN2221'N 20 DEG W, 88 FEET FROM BAY SHORE.  A CEDAR POST WAS SET 5
 AN2221'FEET N OF STATION.
 AN2221
 AN2221                          STATION RECOVERY (1947)
 AN2221
 AN2221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2221'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 AN2221'LOCATED ABOUT 3,000 FEET W OF THE POINT OF INTERSECTION
 AN2221'OF MATAGORDA BAY AND THE INTRACOSTAL CANAL, ON A LOW RIDGE
 AN2221'ABOUT 75 FEET N OF THE MEAN HIGH-WATER LINE OF THE BAY.
 AN2221'A WHITE WOODEN WITNESS POST 5 FEET HIGH IS SET 4 FEET N OF THE
 AN2221'STATION.
 AN2221'
 AN2221'R.M. 1 TO R.M. 2 IS 18.25 METERS.
 AN2221
 AN2221                          STATION RECOVERY (1969)
 AN2221
 AN2221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2221'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 AN2221'MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE
 AN2221'DESCRIPTION FOLLOWS--
 AN2221'
 AN2221'THE STATION IS ABOUT 8 MILES SOUTH OF PALACIOS, 2-1/2 MILES
 AN2221'EAST-NORTHEAST OF PALACIOS POINT, 1/3 MILE NORTHWEST OF THE
 AN2221'INTRACOASTAL WATERWAY, 3000 FEET WEST-SOUTHWEST OF POINT
 AN2221'WHERE THE INTRACOASTAL WATERWAY ENTERS MATAGORDA BAY AND ON THE
 AN2221'NORTH SHORE OF MATAGORDA BAY ON SHELL RIDGE ABOUT 7 FEET
 AN2221'ABOVE THE LEVEL OF THE BAY.
 AN2221'
 AN2221'THE STATION WAS REACHED BY BOAT FROM THE LOCKS ON THE INTRACOASTAL
 AN2221'WATERWAY AT THE TOWN OF MATAGORDA BY FOLLOWING THE WATERWAY
 AN2221'WESTERLY FOR 13-1/2 MILES TO A POINT WHERE IT ENTERS THE
 AN2221'WATER OF MATAGORDA BAY.  FOLLOW COASTLINE WESTERLY 3000
 AN2221'FEET TO THE SHELL RIDGE AND THE STATION.
 AN2221'
 AN2221'THE STATION MARK IS A NAIL IN CONCRETE AT THE CENTER OF 4
 AN2221'INCH CLAY TILE THAT IS SET AT THE CENTER OF 30 INCH DIAMETER
 AN2221'CONCRETE POST THAT BEARS THE LETTERS C G S 1906 AND 1 FOOT
 AN2221'BELOW THE SURFACE OF THE SHELL RIDGE.  IT IS 1/4 MILE EAST OF
 AN2221'WINDMILL ON SHORELINE, 1/8 MILE NORTHWEST OF REEF IN BAY,
 AN2221'113 FEET NORTH-NORTHWEST OF MHWL OF THE BAY, 5 FEET SOUTH
 AN2221'OF CEDAR POST 5 FEET HIGH AND 1.5 FEET WEST OF METAL WITNESS
 AN2221'POST WITH SIGN.
 AN2221'
 AN2221'REFERENCE MARK 1 IS AN ARROW IN CENTER OF 8 INCH SQUARE
 AN2221'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE SHELL
 AN2221'RIDGE.  IT IS NORTH OF THE STATION, 40.4 FEET NORTH OF THE
 AN2221'CEDAR POST AND IN THE CENTER OF A COW PATH.
 AN2221'
 AN2221'REFERENCE MARK 2 IS AN ARROW IN THE CENTER OF AN 8 INCH SQUARE
 AN2221'CONCRETE POST THAT IS 7 INCHES BELOW THE SURFACE OF THE SHELL
 AN2221'RIDGE.  IT IS WEST OF THE STATION AND 44.8 FEET WEST OF THE
 AN2221'CEDAR POST.
 AN2221'
 AN2221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 AN2221'SOUTH OF PALACIOS
 AN2221
 AN2221                          STATION RECOVERY (1974)
 AN2221
 AN2221'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (JTJ)
 AN2221'X (IN CONCRETE) RECOVERED GOOD.
 AN2221'
 AN2221'THE R.A.G. 1947 DESCRIPTION IS GOOD.
 AN2221'
 AN2221'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES NE OF PALACIOS
 AN2221'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0837 ***********************************************************************
 GK0837  DESIGNATION -  LAKE 2
 GK0837  PID         -  GK0837
 GK0837  STATE/COUNTY-  TX/OCHILTREE
 GK0837  USGS QUAD   -  WAKA (1973)
 GK0837
 GK0837                         *CURRENT SURVEY CONTROL
 GK0837  ___________________________________________________________________
 GK0837* NAD 83(1993)-  36 22 28.94319(N)    101 00 11.35592(W)     ADJUSTED  
 GK0837* NAVD 88     -       910.     (meters)    2986.     (feet)  SCALED    
 GK0837  ___________________________________________________________________
 GK0837  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GK0837  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GK0837
 GK0837  HORZ ORDER  -  THIRD
 GK0837
 GK0837.The horizontal coordinates were established by classical geodetic methods
 GK0837.and adjusted by the National Geodetic Survey in February 1996..
 GK0837.No horizontal observational check was made to the station.
 GK0837
 GK0837.The orthometric height was scaled from a topographic map.
 GK0837
 GK0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0837
 GK0837.The geoid height was determined by GEOID03.
 GK0837
 GK0837;                    North         East     Units Scale Factor Converg.
 GK0837;SPC TX N     - 1,263,568.979   244,586.604   MT  1.00005026   +0 17 16.6
 GK0837;SPC TX N     - 4,145,559.23    802,447.88   sFT  1.00005026   +0 17 16.6
 GK0837;UTM  14      - 4,027,373.533   320,307.429   MT  0.99999784   -1 11 17.9
 GK0837
 GK0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0837!SPC TX N     -   0.99986142  x   1.00005026  =   0.99991167
 GK0837!UTM  14      -   0.99986142  x   0.99999784  =   0.99985926
 GK0837
 GK0837|---------------------------------------------------------------------|
 GK0837| PID    Reference Object                     Distance      Geod. Az  |
 GK0837|                                                           dddmmss.s |
 GK0837| CM8922 LAKE 2 AZ MK                                       00019     |
 GK0837| CM8923 LAKE 2 RM 4                          33.345 METERS 04327     |
 GK0837| CM8919 LAKE RM 3                            45.400 METERS 09225     |
 GK0837| GK0834 LAKE                                 12.266 METERS 09554     |
 GK0837| CM8924 LAKE 2 RM 5                          23.530 METERS 09916     |
 GK0837| GK1070 FARNSWORTH BATMAN GRAIN ELEV        APPROX. 6.8 KM 1514457.1 |
 GK0837| GK1071 FARNSWORTH PERRYTN EQUITY ELEV      APPROX. 6.8 KM 1541857.5 |
 GK0837| GK0836 WAKA PERRYTON EQUITY ELEVATOR       APPROX.11.1 KM 2013518.2 |
 GK0837| GK0855 SPEARMAN MUNICIPAL TANK                            22118     |
 GK0837| GK0833 TELE PROMPTER TRANS KLF 93 MST                     34443     |
 GK0837|---------------------------------------------------------------------|
 GK0837
 GK0837                          SUPERSEDED SURVEY CONTROL
 GK0837
 GK0837  NAD 83(1993)-  36 22 28.94322(N)    101 00 11.35612(W) AD(       ) 3
 GK0837  NAD 83(1986)-  36 22 28.94899(N)    101 00 11.34295(W) AD(       ) 3
 GK0837  NAD 27      -  36 22 28.83906(N)    101 00 09.79046(W) AD(       ) 3
 GK0837
 GK0837.Superseded values are not recommended for survey control.
 GK0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0837.See file dsdata.txt to determine how the superseded data were derived.
 GK0837
 GK0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2030727374(NAD 83)
 GK0837_MARKER: DH = HORIZONTAL CONTROL DISK
 GK0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0837
 GK0837  HISTORY     - Date     Condition        Report By
 GK0837  HISTORY     - 1977     MONUMENTED       NGS
 GK0837
 GK0837                          STATION DESCRIPTION
 GK0837
 GK0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GK0837'STATION IS LOCATED ABOUT 11 MILES WEST OF PERRYTON, 7 MILES NORTHEAST
 GK0837'OF WAKA, 4 MILES NORTH NORTHWEST OF FARNSWORTH AND AT THE SOUTHWEST
 GK0837'CORNER OF CROSSROADS.
 GK0837'
 GK0837'TO REACH THE STATION, FROM THE TWO LARGE GRAIN ELEVATORS IN
 GK0837'FARNSWORTH.  GO SOUTHWESTERLY ON STATE HIGHWAY 15 FOR 20 MILES TO
 GK0837'JUNCTION OF FARM ROAD 1267 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 GK0837'FARM ROAD 1267 FOR 4.75 MILES TO THE STATION ON THE LEFT, AT
 GK0837'CROSSROADS.
 GK0837'
 GK0837'STATIONS MARKS ARE STANDARD DISKS STAMPED LAKE 2 1977 THE SURFACE
 GK0837'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS ABOUT 6
 GK0837'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 93 FEET WEST OF THE
 GK0837'CENTER OF ROAD, 31 FEET SOUTH OF THE CENTER OF ROAD, 25.6 FEET EAST
 GK0837'OF A HIGH LINE POLE, 18.6 FEET EAST OF A SIGN POST WARNING OF BURIED
 GK0837'CABLE LINE, 1.8 FEET EAST OF THE EYE OF A GUY WIRE ROD, AND 1.8 FEET
 GK0837'WEST OF A METAL WITNESS POST.
 GK0837'
 GK0837'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED LAKE 2 NO. 4 1977
 GK0837'CEMENTED IN A DRILL HOLE AT THE NORTH END OF THE WEST HEAD WALL OF
 GK0837'CULVERT.  IT IS 50 FEET NORTH OF THE CENTER OF ROAD AND 18 FEET WEST
 GK0837'OF THE CENTER OF ROAD.
 GK0837'
 GK0837'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED LAKE 2 NO 5 1977
 GK0837'CEMENTED IN A DRILL HOLE OF SOUTH END OF THE WEST HEAD WALL OF
 GK0837'CULVERT.  IT IS 45 FEET SOUTH OF CENTER OF ROAD AND 18 FEET WEST OF
 GK0837'THE CENTER OF ROAD.
 GK0837'
 GK0837'AZIMUTH MARK IS A STANDARD DISK STAMPED LAKE 2 1978 SET IN THE TOP
 GK0837'OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND.  IT IS 126
 GK0837'FEET NORTH OF A FENCE CORNER, 82 FEET NORTH OF THE NORTH END OF GATE,
 GK0837'51 FEET WEST OF THE CENTER OF ROAD, 1 FOOT EAST OF FENCE LINE AND 1
 GK0837'FOOT SOUTH OF A METAL WITNESS POST.
 GK0837'
 GK0837'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.6 MILE TO
 GK0837'MARK ON THE LEFT.
 GK0837'
 GK0837'THREE GRAIN ELEVATORS HEADHOUSE WERE OBSERVERED FOR AZIMUTH, ON
 GK0837'CHECKING THE 1952 OBSERVATIONS WITH THE 1977 OBSERVATION A GREAT
 GK0837'DIFFERENCE WAS FOUND IN THE DIRECTION BETWEEN THE ELEVATORS.
 GK0837'
 GK0837'THE STATION WAS REVISITED AND OBSERVATION TAKEN FROM SPEARMAN, MUNI,
 GK0837'WATER TANK 1952 AND TELE PROMPTER TRANSMISSION OF KANSAS KLF 93 MAST.
 GK0837'
 GK0837'TELE PROMPTER TRANSMISSION OF KANSAS KLF 93 MAST WAS OBSERVED FROM
 GK0837'THE FOLLOWING STATIONS.  CAMAY 1952, LORD 1952 AND CHIQUITO 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0134 ***********************************************************************
 AX0134  DESIGNATION -  LAKE AZ MK
 AX0134  PID         -  AX0134
 AX0134  STATE/COUNTY-  TX/COLORADO
 AX0134  USGS QUAD   -  ALLEYTON (1981)
 AX0134
 AX0134                         *CURRENT SURVEY CONTROL
 AX0134  ___________________________________________________________________
 AX0134* NAD 83(1986)-  29 37 52.     (N)    096 22 39.     (W)     SCALED    
 AX0134* NAVD 88     -        63.26   (+/-2cm)     207.5    (feet)  VERTCON   
 AX0134  ___________________________________________________________________
 AX0134  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0134
 AX0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0134
 AX0134.The horizontal coordinates were scaled from a topographic map and have
 AX0134.an estimated accuracy of +/- 6 seconds.
 AX0134
 AX0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0134.The vertical order pertains to the NGVD 29 superseded value.
 AX0134
 AX0134.The geoid height was determined by GEOID03.
 AX0134
 AX0134;                    North         East    Units  Estimated Accuracy
 AX0134;SPC TXSC     - 4,202,090.      853,910.      MT  (+/- 180 meters Scaled)
 AX0134
 AX0134                          SUPERSEDED SURVEY CONTROL
 AX0134
 AX0134  NGVD 29 (??/??/92)   63.247  (m)          207.50   (f) ADJ UNCH    2 0
 AX0134
 AX0134.Superseded values are not recommended for survey control.
 AX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0134.See file dsdata.txt to determine how the superseded data were derived.
 AX0134
 AX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT539807(NAD 83)
 AX0134_MARKER: DZ = AZIMUTH MARK DISK
 AX0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0134_STAMPING: LAKE 1943
 AX0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0134+STABILITY: SURFACE MOTION
 AX0134
 AX0134  HISTORY     - Date     Condition        Report By
 AX0134  HISTORY     - 1943     MONUMENTED       CGS
 AX0134  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0134
 AX0134                          STATION DESCRIPTION
 AX0134
 AX0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0134'3.8 MI NW FROM EAGLE LAKE.
 AX0134'3.8 MILES NORTHWEST ALONG THE SOUTHERN  PACIFIC RAILROAD FROM THE
 AX0134'STATION AT EAGLE LAKE, COLORADO COUNTY, 0.35 MILE NORTHWEST ACROSS
 AX0134'U.S. HIGHWAY 90 A FROM TRIANGULATION STATION LAKE, 77 FEET SOUTHEAST
 AX0134'OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A DOUBLE CONCRETE
 AX0134'BOX CULVERT UNDER THE HIGHWAY, 75 FEET NORTHEAST OF THE CENTERLINE OF
 AX0134'THE TRACK, 31 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 AX0134'SOUTH OF POLE 8, 2.5 FEET NORTHWEST OF A WHITE WOODEN POST, AND ABOUT
 AX0134'LEVEL WITH THE HIGHWAY.  A STANDARD AZIMUTH-MARK DISK, STAMPED LAKE
 AX0134'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT
 AX0134'ABOVE GROUND.
 AX0134
 AX0134                          STATION RECOVERY (1987)
 AX0134
 AX0134'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0698 ***********************************************************************
 DO0698  DESIGNATION -  LAKE AZ MK
 DO0698  PID         -  DO0698
 DO0698  STATE/COUNTY-  TX/ARCHER
 DO0698  USGS QUAD   -  SCOTLAND (1981)
 DO0698
 DO0698                         *CURRENT SURVEY CONTROL
 DO0698  ___________________________________________________________________
 DO0698* NAD 83(1993)-  33 42 02.21641(N)    098 28 28.22096(W)     ADJUSTED  
 DO0698* NAVD 88     -       303.5    (meters)     996.     (feet)  VERTCON   
 DO0698  ___________________________________________________________________
 DO0698  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DO0698  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DO0698
 DO0698  HORZ ORDER  -  SECOND
 DO0698
 DO0698.The horizontal coordinates were established by classical geodetic methods
 DO0698.and adjusted by the National Geodetic Survey in February 1996..
 DO0698
 DO0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0698
 DO0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0698
 DO0698.The geoid height was determined by GEOID03.
 DO0698
 DO0698;                    North         East     Units Scale Factor Converg.
 DO0698;SPC TXNC     - 2,225,550.607   602,363.355   MT  0.99993663   +0 00 50.1
 DO0698;SPC TXNC     - 7,301,660.62  1,976,253.77   sFT  0.99993663   +0 00 50.1
 DO0698;UTM  14      - 3,729,085.556   548,698.096   MT  0.99962924   +0 17 29.7
 DO0698
 DO0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0698!SPC TXNC     -   0.99995673  x   0.99993663  =   0.99989337
 DO0698!UTM  14      -   0.99995673  x   0.99962924  =   0.99958599
 DO0698
 DO0698:                Primary Azimuth Mark                     Grid Az
 DO0698:SPC TXNC     -  WINDTHORST CATH CH SPIRE                 166 45 56.8
 DO0698:UTM  14      -  WINDTHORST CATH CH SPIRE                 166 29 17.2
 DO0698
 DO0698|---------------------------------------------------------------------|
 DO0698| PID    Reference Object                     Distance      Geod. Az  |
 DO0698|                                                           dddmmss.s |
 DO0698| DO0686 WINDTHORST CATH CH SPIRE            APPROX.14.3 KM 1664646.9 |
 DO0698| DO0693 LAKE                                APPROX. 1.1 KM 3470149.7 |
 DO0698| DO0699 LAKE AZ MK TPT                        6.489 METERS 34702     |
 DO0698|---------------------------------------------------------------------|
 DO0698
 DO0698                          SUPERSEDED SURVEY CONTROL
 DO0698
 DO0698  NAD 83(1993)-  33 42 02.21666(N)    098 28 28.22045(W) AD(       ) 2
 DO0698  NAD 83(1986)-  33 42 02.21901(N)    098 28 28.20716(W) AD(       ) 2
 DO0698  NAD 27      -  33 42 01.85089(N)    098 28 27.01757(W) AD(       ) 2
 DO0698  NGVD 29 (07/19/86)  303.4    (m)          995.     (f) VERT ANG       
 DO0698
 DO0698.Superseded values are not recommended for survey control.
 DO0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0698.See file dsdata.txt to determine how the superseded data were derived.
 DO0698
 DO0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4869829086(NAD 83)
 DO0698_MARKER: DZ = AZIMUTH MARK DISK
 DO0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0698
 DO0698  HISTORY     - Date     Condition        Report By
 DO0698  HISTORY     - 1965     MONUMENTED       CGS
 DO0698  HISTORY     - 1978     GOOD             NGS
 DO0698  HISTORY     - 1982     GOOD             NGS
 DO0698
 DO0698                          STATION DESCRIPTION
 DO0698
 DO0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0698'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF SCOTLAND, ON
 DO0698'THE WEST SIDE OF U.S. HIGHWAY 281 AND ON THE ROAD RIGHT-OF-WAY.
 DO0698'
 DO0698'TO REACH THE STATION FROM THE POST OFFICE IN SCOTLAND, GO NORTH
 DO0698'ON U.S. HIGHWAY 281 FOR 2.5 MILES TO A CATTLE GUARD ON THE LEFT
 DO0698'AND THE STATION MARK JUST NORTH OF A CATTLE GUARD.
 DO0698'
 DO0698'STATION MARK, STAMPED---LAKE 1965---, IS A STANDARD AZIMUTH
 DO0698'MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DO0698'THAT IS 2 INCHES BELOW THE GROUND.  IT IS 2.5 FEET SOUTH OF A
 DO0698'METAL WITNESS POST, 8 FEET NORTH OF WOODEN GATE CORNER POST AND
 DO0698'49 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281.
 DO0698'
 DO0698'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.3 METERS.
 DO0698'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION.
 DO0698
 DO0698                          STATION RECOVERY (1982)
 DO0698
 DO0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 DO0698'THE STATION WAS RECOVERED AS DESCRIBED IN 1979.  THE 1979 DESCRIPTION
 DO0698'IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6832 ***********************************************************************
 AW6832  DESIGNATION -  LAKE FARMS
 AW6832  PID         -  AW6832
 AW6832  STATE/COUNTY-  TX/BRAZORIA
 AW6832  USGS QUAD   -  LAKE JACKSON (1974)
 AW6832
 AW6832                         *CURRENT SURVEY CONTROL
 AW6832  ___________________________________________________________________
 AW6832* NAD 83(1993)-  29 03 41.92500(N)    095 28 17.65567(W)     ADJUSTED  
 AW6832* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AW6832  ___________________________________________________________________
 AW6832  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6832  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW6832
 AW6832  HORZ ORDER  -  SECOND
 AW6832
 AW6832.The horizontal coordinates were established by classical geodetic methods
 AW6832.and adjusted by the National Geodetic Survey in February 1996..
 AW6832
 AW6832.The orthometric height was scaled from a topographic map.
 AW6832
 AW6832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6832
 AW6832.The geoid height was determined by GEOID03.
 AW6832
 AW6832;                    North         East     Units Scale Factor Converg.
 AW6832;SPC TXSC     - 4,141,312.223   943,506.851   MT  0.99987454   +1 43 43.0
 AW6832;SPC TXSC     -13,586,955.18  3,095,488.73   sFT  0.99987454   +1 43 43.0
 AW6832;UTM  15      - 3,217,337.513   259,372.427   MT  1.00031456   -1 12 04.1
 AW6832
 AW6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6832!SPC TXSC     -   1.00000308  x   0.99987454  =   0.99987762
 AW6832!UTM  15      -   1.00000308  x   1.00031456  =   1.00031765
 AW6832
 AW6832|---------------------------------------------------------------------|
 AW6832| PID    Reference Object                     Distance      Geod. Az  |
 AW6832|                                                           dddmmss.s |
 AW6832| CV7348 LAKE FARMS RM 1                      25.338 METERS 04350     |
 AW6832| CV7349 LAKE FARMS RM 2                      32.766 METERS 12137     |
 AW6832| AW6824 LAKE JACKSON MUNICIPAL TANK         APPROX. 4.3 KM 1302619.7 |
 AW6832| CV7347 LAKE FARMS AZ MK                                   1822312.0 |
 AW6832| AW6829 RETRIEVE ST PRISON FARM TANK        APPROX. 3.6 KM 3463125.1 |
 AW6832|---------------------------------------------------------------------|
 AW6832
 AW6832                          SUPERSEDED SURVEY CONTROL
 AW6832
 AW6832  NAD 83(1986)-  29 03 41.93603(N)    095 28 17.63536(W) AD(       ) 2
 AW6832  NAD 27      -  29 03 41.05200(N)    095 28 16.84200(W) AD(       ) 2
 AW6832
 AW6832.Superseded values are not recommended for survey control.
 AW6832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6832.See file dsdata.txt to determine how the superseded data were derived.
 AW6832
 AW6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5937217338(NAD 83)
 AW6832_MARKER: DS = TRIANGULATION STATION DISK
 AW6832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6832
 AW6832  HISTORY     - Date     Condition        Report By
 AW6832  HISTORY     - 1954     MONUMENTED       CGS
 AW6832  HISTORY     - 1960     GOOD             CGS
 AW6832  HISTORY     - 1980     GOOD             NGS
 AW6832
 AW6832                          STATION DESCRIPTION
 AW6832
 AW6832'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6832'THE STATION IS LOCATED ON TRACT NO. 38, PROPERTY OF DR. J.H.
 AW6832'STEWART, AT THE LAKE JACKSON FARMS SUB-DIVISION.
 AW6832'
 AW6832'REACHED FROM THE JUNCTION OF STATE ROUTE 288 AND FARM AND
 AW6832'MARKET ROAD 1605 AT THE SOUTHEAST EDGE OF CLUTE BY GOING
 AW6832'NORTHWESTERLY ON ROAD 1605 FOR 5.8 MILES TO A FORK.  TAKE
 AW6832'THE RIGHT ROAD AND GO 0.35 MILE TO A SIDE ROAD LEFT.  CONTINUE
 AW6832'STRAIGHT AHEAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AW6832'CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO THE STATION ON THE
 AW6832'LEFT.
 AW6832'
 AW6832'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6832'IS 64 FEET WEST OF THE APPROXIMATE CENTER OF A BLACKTOP DRIVE
 AW6832'AROUND LAKE JACKSON, 38 FEET NORTHWEST OF A WITNESS POST,
 AW6832'25 FEET SOUTH OF A WIRE FENCE ON DR. STEWARTS PROPERTY LINE,
 AW6832'AND 24 FEET SOUTH OF A PRIVATE DRIVE TO DR. STEWARTS RESIDENCE.
 AW6832'THE DISK IS STAMPED LAKE FARMS 1954, AND THE MARK IS FLUSH
 AW6832'WITH THE GROUND.
 AW6832'
 AW6832'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AW6832'MONUMENT, IS 59 FEET NORTH OF THE DRIVE TO DR. STEWARTS
 AW6832'RESIDENCE AND 40 FEET WEST OF THE APPROXIMATE CENTER OF
 AW6832'THE BLACKTOP DRIVE.  THE DISK IS STAMPED LAKE FARMS NO 1 1954,
 AW6832'AND THE MARK IS FLUSH WITH THE GROUND.
 AW6832'
 AW6832'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AW6832'MONUMENT, IS 48 FEET EAST OF THE APPROXIMATE CENTER OF THE
 AW6832'BLACKTOP DRIVE AND 1.5 FEET WEST OF A WIRE FENCE ON THE
 AW6832'DRIVEWAY RIGHT-OF-WAY.  THE DISK IS STAMPED LAKE FARMS NO 2 1954,
 AW6832'AND THE MARK PROJECTS 4 INCHES.
 AW6832'
 AW6832'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6832'IS 30 FEET WEST OF THE APPROXIMATE CENTER OF THE BLACKTOP
 AW6832'DRIVE, 4 FEET NORTHWEST OF POWER POLE NO. 52, AND 2.5 FEET
 AW6832'NORTH OF A WITNESS POST.  THE DISK IS STAMPED LAKE FARMS
 AW6832'1954, AND THE MARK PROJECTS 3 INCHES.
 AW6832'
 AW6832'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW6832
 AW6832                          STATION RECOVERY (1960)
 AW6832
 AW6832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6832'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 AW6832'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 AW6832'THE 1954 DESCRIPTION IS COMPLETE.
 AW6832
 AW6832                          STATION RECOVERY (1980)
 AW6832
 AW6832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 AW6832'STATION, AZIMUTH, AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 AW6832'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 WAS NOT FOUND.
 AW6832'
 AW6832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LAKE JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4838 ***********************************************************************
 AW4838  DESIGNATION -  LAKE HOUSTON 2050
 AW4838  PID         -  AW4838
 AW4838  STATE/COUNTY-  TX/HARRIS
 AW4838  USGS QUAD   -  HARMASTON (1982)
 AW4838
 AW4838                         *CURRENT SURVEY CONTROL
 AW4838  ___________________________________________________________________
 AW4838* NAD 83(1986)-  29 54 50.     (N)    095 08 45.     (W)     SCALED    
 AW4838* NAVD 88     -        17.071  (meters)      56.01   (feet)  ADJUSTED  
 AW4838  ___________________________________________________________________
 AW4838  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4838  DYNAMIC HT  -          17.048 (meters)      55.93  (feet)  COMP
 AW4838  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 AW4838
 AW4838  VERT ORDER  -  FIRST     CLASS II
 AW4838
 AW4838.The horizontal coordinates were scaled from a topographic map and have
 AW4838.an estimated accuracy of +/- 6 seconds.
 AW4838
 AW4838.The orthometric height was determined by differential leveling
 AW4838.and adjusted by the National Geodetic Survey in June 1991..
 AW4838
 AW4838.The geoid height was determined by GEOID03.
 AW4838
 AW4838.The dynamic height is computed by dividing the NAVD 88
 AW4838.geopotential number by the normal gravity value computed on the
 AW4838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4838.degrees latitude (g = 980.6199 gals.).
 AW4838
 AW4838.The modeled gravity was interpolated from observed gravity values.
 AW4838
 AW4838;                    North         East    Units  Estimated Accuracy
 AW4838;SPC TXSC     - 4,236,720.      972,100.      MT  (+/- 180 meters Scaled)
 AW4838
 AW4838                          SUPERSEDED SURVEY CONTROL
 AW4838
 AW4838  NGVD 29 (12/23/87)   17.070  (m)           56.00   (f) ADJUSTED    1 2
 AW4838
 AW4838.Superseded values are not recommended for survey control.
 AW4838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4838.See file dsdata.txt to determine how the superseded data were derived.
 AW4838
 AW4838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP928111(NAD 83)
 AW4838_MARKER: X = CHISELED CROSS
 AW4838_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW4838_SP_SET: GALVANIZED STEEL PIPE
 AW4838_MARK LOGO: USGS  
 AW4838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW4838+STABILITY: POSITION/ELEVATION WELL
 AW4838
 AW4838  HISTORY     - Date     Condition        Report By
 AW4838  HISTORY     - 1980     MONUMENTED       USGS
 AW4838  HISTORY     - 1983     GOOD             NGS
 AW4838  HISTORY     - 1986     GOOD             NGS
 AW4838
 AW4838                          STATION DESCRIPTION
 AW4838
 AW4838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4838'8.6 KM (5.35 MI) NNW FROM SHELDON.
 AW4838'1.7 KM (1.05 MI) NORTH ALONG SHELDON ROAD FROM THE JUNCTION OF U.S.
 AW4838'HIGHWAY 90 IN SHELDON, THENCE 3.2 KM (2.0 MI) WEST ALONG GARRETT ROAD,
 AW4838'THENCE 3.7 KM (2.3 MI) NORTH-NORTHEAST ALONG A SHELL AND PAVED ROAD,
 AW4838'AT A SMALL ROUND METAL BUILDING, ABOUT 106.6 METERS (350 FT) SOUTHWEST
 AW4838'OF THE LAKE HOUSTON PUMPING STATION BUILDING, 44.80 METERS (147.0 FT)
 AW4838'NORTH-NORTHWEST OF THE CENTERLINE OF AQUEDUCT ROAD, 69.49 METERS
 AW4838'(228.0 FT) SOUTHWEST OF BENCH MARK Q 1278, 35.05 METERS (115.0 FT)
 AW4838'WEST OF THE NORTHWEST CORNER OF A FENCE AROUND A SMALL WEATHER
 AW4838'STATION, AND 9.14 METERS (30.0 FT) SOUTH-SOUTHEAST OF A BARBED WIRE
 AW4838'FENCE.  NOTE, THE POINT HELD IS A CHISELED CROSS ON A 2-INCH PIPE THAT
 AW4838'IS 0.15 METERS (0.49 FT) BELOW THE TOP OF THE PIPE CAP AND IS
 AW4838'PROTECTED BY A 6-INCH PIPE.  THE PIPE IS UNSTAMPED, DRIVEN TO DEPTH OF
 AW4838'2050 FEET, AND IS INSIDE A SMALL METAL BUILDING THAT IS MAINTAINED AND
 AW4838'PROTECTED BY USGS.
 AW4838'THE MARK IS 0.76 M ABOVE GROUND.
 AW4838
 AW4838                          STATION RECOVERY (1986)
 AW4838
 AW4838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9861 ***********************************************************************
 AA9861  DESIGNATION -  LAKE HOUSTON 2050 CORS L1 PHS CTR
 AA9861  PID         -  AA9861
 AA9861  STATE/COUNTY-  TX/HARRIS
 AA9861  USGS QUAD   -  HARMASTON (1982)
 AA9861
 AA9861                         *CURRENT SURVEY CONTROL
 AA9861  ___________________________________________________________________
 AA9861* NAD 83(1993)-  29 54 48.43994(N)    095 08 44.68881(W)     ADJUSTED  
 AA9861* NAVD 88     -        20.221  (meters)      66.34   (feet)  ADJUSTED  
 AA9861  ___________________________________________________________________
 AA9861  X           -    -496,255.911 (meters)                     COMP
 AA9861  Y           -  -5,510,741.591 (meters)                     COMP
 AA9861  Z           -   3,162,058.272 (meters)                     COMP
 AA9861  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AA9861  ELLIP HEIGHT-          -7.10  (meters)          (10/25/00) GPS OBS
 AA9861  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AA9861  DYNAMIC HT  -          20.194 (meters)      66.25  (feet)  COMP
 AA9861  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 AA9861
 AA9861  HORZ ORDER  -  FIRST
 AA9861  VERT ORDER  -  FIRST     CLASS II
 AA9861  ELLP ORDER  -  FOURTH    CLASS I
 AA9861
 AA9861.The horizontal coordinates were established by GPS observations
 AA9861.and adjusted by the National Geodetic Survey in October 1996..
 AA9861
 AA9861.The orthometric height was determined by differential leveling
 AA9861.and adjusted by the National Geodetic Survey in September 1996..
 AA9861
 AA9861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9861
 AA9861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9861
 AA9861.The ellipsoidal height was determined by GPS observations
 AA9861.and is referenced to NAD 83.
 AA9861
 AA9861.The geoid height was determined by GEOID03.
 AA9861
 AA9861.The dynamic height is computed by dividing the NAVD 88
 AA9861.geopotential number by the normal gravity value computed on the
 AA9861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9861.degrees latitude (g = 980.6199 gals.).
 AA9861
 AA9861.The modeled gravity was interpolated from observed gravity values.
 AA9861
 AA9861;                    North         East     Units Scale Factor Converg.
 AA9861;SPC TXSC     - 4,236,668.303   972,105.451   MT  0.99991407   +1 53 17.7
 AA9861;SPC TXSC     -13,899,802.59  3,189,315.97   sFT  0.99991407   +1 53 17.7
 AA9861;UTM  15      - 3,311,130.601   292,843.825   MT  1.00012949   -1 04 13.6
 AA9861
 AA9861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9861!SPC TXSC     -   1.00000112  x   0.99991407  =   0.99991518
 AA9861!UTM  15      -   1.00000112  x   1.00012949  =   1.00013061
 AA9861
 AA9861|---------------------------------------------------------------------|
 AA9861| PID    Reference Object                     Distance      Geod. Az  |
 AA9861|                                                           dddmmss.s |
 AA9861| AW5659 HGCSD 15                              4.240 METERS 32108     |
 AA9861|---------------------------------------------------------------------|
 AA9861
 AA9861                          SUPERSEDED SURVEY CONTROL
 AA9861
 AA9861  ELLIP H (10/17/96)   -6.97   (m)                       GP(       ) 3 1
 AA9861  NAVD 88 (10/17/96)   20.22   (m)           66.3    (f) LEVELING    3  
 AA9861
 AA9861.Superseded values are not recommended for survey control.
 AA9861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9861.See file dsdata.txt to determine how the superseded data were derived.
 AA9861
 AA9861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9284411131(NAD 83)
 AA9861_MARKER: Z = SEE DESCRIPTION
 AA9861_SETTING: 0 = UNSPECIFIED SETTING
 AA9861_MARK LOGO: NONE  
 AA9861_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9861+STABILITY: POSITION/ELEVATION WELL
 AA9861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9861+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 AA9861
 AA9861  HISTORY     - Date     Condition        Report By
 AA9861  HISTORY     - 1993     MONUMENTED       HGCSD
 AA9861  HISTORY     - 19941117 GOOD             HGCSD
 AA9861
 AA9861                          STATION DESCRIPTION
 AA9861
 AA9861'DESCRIBED BY HARRIS-GALV CO DIST 1993
 AA9861'1.7 KM (1.05 MI) NORTH ALONG SHELDON ROAD FROM ITS JUNCTION WITH U.S.
 AA9861'HIGHWAY 90 IN SHELDON, THENCE 3.2 KM (2.0 MI) WEST ALONG GARRETT ROAD,
 AA9861'THENCE 3.7 KM (2.3 MI) NORTHEASTERLY ALONG A PAVED AND SHELLED ROAD
 AA9861'LEADING TO THE LAKE HOUSTON PUMPING STATION,  THE MARK BEING THE PHASE
 AA9861'CENTER OF THE ANTENNA ON TOP OF THE 2 INCH PIPE WHICH IS USED FOR
 AA9861'BENCH MARK LAKE HOUSTON 2050 RESET, 106.6 M (350.0 FT) SOUTHWEST OF
 AA9861'SOUTHWEST CORNER OF PUMPING STATION,   4.5 M (14.8 FT) SOUTH OF
 AA9861'MONUMENT HGCSD 15, 9.6 M (31.5 FT) SOUTH OF A FENCE, 13.2 M (43.3 FT)
 AA9861'WEST OF THE WESTERNMOST OF 3 PIEZOMETER CASINGS, AND 32.5 M (106.6 FT)
 AA9861'WEST OF A UTILTY POLE.
 AA9861
 AA9861                          STATION RECOVERY (1994)
 AA9861
 AA9861'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AA9861'8.6 KM (5.35 MI) NORTH FROM SHELDON. 1.7 KM (1.05 MI) NORTH ALONG
 AA9861'SHELDON ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY 90 IN SHELDON, THENCE
 AA9861'3.2 KM (2.0 MI) WEST ALONG GARRETT ROAD, THENCE 3.7 KM (2.3 MI)
 AA9861'NORTHEASTERLY ALONG A PAVED AND SHELLED ROAD LEADING TO THE LAKE
 AA9861'HOUSTON PUMPING STATION, THE DATUM POINT IS A 1/16 INCH DRILL HOLE
 AA9861'(SURROUNDED BY ORANGE PAINT) IN THE SIDE OF A 2-INCH PIPE INSIDE A
 AA9861'SMALL METAL BUILDING MAINTAINED BY USGS, 106.6 M (350.0 FT) SOUTHWEST
 AA9861'OF THE SOUTHWEST CORNER OF THE PUMPING STATION, 44.8 M (147.0 FT)
 AA9861'NORTH OF THE CENTER OF A PAVED ROAD, 35.0 M (114.8 FT) WEST OF THE
 AA9861'NORTHWEST CORNER OF A FENCE AROUND A WEATHER STATION, AND 9.1 M (30.0
 AA9861'FT) SOUTH OF A FENCE.  NOTE--THE DATUM POINT IS 1-INCH BELOW THE PIPE
 AA9861'COLLAR AND IS SURROUNDED BY A 6-INCH PIPE. THIS MARK IS THE PHASE
 AA9861'CENTER OF THE ANTENNA THAT IS ON TOP OF THE PIPE FOR LAKE HOUSTON 2050
 AA9861'USGS 1986 PROCESSING OF GPS 1123-THE HARRIS GALVESTON SUBSIDENCE
 AA9861'SURVEY REVEALED THAT THIS STATION DID NOT CORRESPOND TO THE PUBLISHED
 AA9861'CORS POSITION AT THIS SITE. THE DESCREPENCY WILL BE RESOLVED WHEN THE
 AA9861'CORS IS FULLY IMPLEMENTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5660 ***********************************************************************
 AW5660  DESIGNATION -  LAKE HOUSTON 2050 RESET
 AW5660  PID         -  AW5660
 AW5660  STATE/COUNTY-  TX/HARRIS
 AW5660  USGS QUAD   -  HARMASTON (1982)
 AW5660
 AW5660                         *CURRENT SURVEY CONTROL
 AW5660  ___________________________________________________________________
 AW5660* NAD 83(1986)-  29 54 49.     (N)    095 08 44.     (W)     SCALED    
 AW5660* NAVD 88     -        17.201  (meters)      56.43   (feet)  ADJUSTED  
 AW5660  ___________________________________________________________________
 AW5660  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW5660  DYNAMIC HT  -          17.178 (meters)      56.36  (feet)  COMP
 AW5660  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 AW5660
 AW5660  VERT ORDER  -  FIRST     CLASS II
 AW5660
 AW5660.The horizontal coordinates were scaled from a topographic map and have
 AW5660.an estimated accuracy of +/- 6 seconds.
 AW5660
 AW5660.The orthometric height was determined by differential leveling
 AW5660.and adjusted by the National Geodetic Survey in June 1991..
 AW5660
 AW5660.The geoid height was determined by GEOID03.
 AW5660
 AW5660.The dynamic height is computed by dividing the NAVD 88
 AW5660.geopotential number by the normal gravity value computed on the
 AW5660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5660.degrees latitude (g = 980.6199 gals.).
 AW5660
 AW5660.The modeled gravity was interpolated from observed gravity values.
 AW5660
 AW5660;                    North         East    Units  Estimated Accuracy
 AW5660;SPC TXSC     - 4,236,690.      972,120.      MT  (+/- 180 meters Scaled)
 AW5660
 AW5660                          SUPERSEDED SURVEY CONTROL
 AW5660
 AW5660  NGVD 29 (12/23/87)   17.200  (m)           56.43   (f) ADJUSTED    1 2
 AW5660
 AW5660.Superseded values are not recommended for survey control.
 AW5660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5660.See file dsdata.txt to determine how the superseded data were derived.
 AW5660
 AW5660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP928111(NAD 83)
 AW5660_MARKER: Z = SEE DESCRIPTION
 AW5660_SETTING: 0 = UNSPECIFIED SETTING
 AW5660_SP_SET: GALVANIZED STEEL PIPE
 AW5660_MARK LOGO: NGS   
 AW5660_PROJECTION: FLUSH
 AW5660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5660+STABILITY: POSITION/ELEVATION WELL
 AW5660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW5660+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 AW5660_ROD/PIPE-DEPTH: 625. meters
 AW5660
 AW5660  HISTORY     - Date     Condition        Report By
 AW5660  HISTORY     - 1986     MONUMENTED       NGS
 AW5660  HISTORY     - 19941117 GOOD             HGCSD
 AW5660  HISTORY     - 19951109 GOOD             CHANCE
 AW5660
 AW5660                          STATION DESCRIPTION
 AW5660
 AW5660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5660'8.6 KM (5.35 MI) NORTH FROM SHELDON.
 AW5660'1.7 KM (1.05 MI) NORTH ALONG SHELDON ROAD FROM ITS JUNCTION WITH U.S.
 AW5660'HIGHWAY 90 IN SHELDON, THENCE 3.2 KM (2.0 MI) WEST ALONG GARRETT ROAD,
 AW5660'THENCE 3.7 KM (2.3 MI) NORTHEASTERLY ALONG A PAVED AND SHELLED ROAD
 AW5660'LEADING TO THE LAKE HOUSTON PUMPING STATION, THE DATUM POINT IS A 1/16
 AW5660'INCH DRILL HOLE (SURROUNDED BY ORANGE PAINT) IN THE SIDE OF A 2-INCH
 AW5660'PIPE INSIDE A SMALL METAL BUILDING MAINTAINED BY USGS, 106.6 M
 AW5660'(350.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE PUMPING STATION,
 AW5660'44.8 M (147.0 FT) NORTH OF THE CENTER OF A PAVED ROAD, 35.0 M
 AW5660'(114.8 FT) WEST OF THE NORTHWEST CORNER OF A FENCE AROUND A WEATHER
 AW5660'STATION, AND 9.1 M (30.0 FT) SOUTH OF A FENCE.  NOTE--THE DATUM POINT
 AW5660'IS 1-INCH BELOW THE PIPE COLLAR AND IS SURROUNDED BY A 6-INCH PIPE.
 AW5660'THE MARK IS 0.8 M ABOVE THE GROUND.
 AW5660
 AW5660                          STATION RECOVERY (1994)
 AW5660
 AW5660'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5660'YRECOVERED AS DESCRIBED.
 AW5660
 AW5660                          STATION RECOVERY (1995)
 AW5660
 AW5660'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5660'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT DESCRIPTION FILE LISTS
 AW5660'THE POINT AS BEING IN HOUSTON COUNTY BUT POINT IS IN HARRIS COUNTY.
 AW5660'ADDITIONAL TIES FOLLOW.  49.7 M (163.1 FT) NORTH OF THE CENTERLINE OF
 AW5660'AQUEDUCT ROAD.  4.5 M (14.8 FT) SOUTH OF MONUMENT HGCSD-15.  9.6 M
 AW5660'(31.5 FT) SOUTH OF A FENCE.  13.2 M (43.3 FT) WEST OF THE WESTERNMOST
 AW5660'OF 3 PIEZOMETER CASINGS.  32.5 M (106.6 FT) WEST OF A UTILTY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9521 ***********************************************************************
 AF9521  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9521  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9521  DESIGNATION -  LAKE HOUSTON CORS ARP
 AF9521  CORS_ID     -  LKHU
 AF9521  PID         -  AF9521
 AF9521  STATE/COUNTY-  TX/HARRIS
 AF9521  USGS QUAD   -  HARMASTON (1982)
 AF9521
 AF9521                         *CURRENT SURVEY CONTROL
 AF9521  ___________________________________________________________________
 AF9521* NAD 83(CORS)-  29 54 48.44022(N)    095 08 44.68925(W)     ADJUSTED  
 AF9521* NAVD 88     -        20.19   (meters)      66.2    (feet)  GPS OBS   
 AF9521  ___________________________________________________________________
 AF9521  EPOCH DATE  -        2002.00
 AF9521  X           -    -496,255.916 (meters)                     COMP
 AF9521  Y           -  -5,510,741.517 (meters)                     COMP
 AF9521  Z           -   3,162,058.240 (meters)                     COMP
 AF9521  ELLIP HEIGHT-          -7.18  (meters)          (03/??/02) GPS OBS
 AF9521  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AF9521
 AF9521  HORZ ORDER  -  SPECIAL (CORS)
 AF9521  ELLP ORDER  -  SPECIAL (CORS)
 AF9521
 AF9521.ITRF positions are available for this station.
 AF9521.The coordinates were established by GPS observations
 AF9521.and adjusted by the National Geodetic Survey in March 2002..
 AF9521.The coordinates are valid at the epoch date displayed above.
 AF9521.The epoch date for horizontal control is a decimal equivalence
 AF9521.of Year/Month/Day.
 AF9521
 AF9521.The orthometric height was determined by GPS observations and a
 AF9521.high-resolution geoid model using precise GPS observation and
 AF9521.processing techniques. It supersedes the leveled height previously
 AF9521.determined for this station.
 AF9521
 AF9521.The PID for the CORS L1 Phase Center is AI7427.
 AF9521
 AF9521.Photographs are available for this station.
 AF9521
 AF9521.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9521
 AF9521.The ellipsoidal height was determined by GPS observations
 AF9521.and is referenced to NAD 83.
 AF9521
 AF9521.The geoid height was determined by GEOID03.
 AF9521
 AF9521;                    North         East     Units Scale Factor Converg.
 AF9521;SPC TXSC     - 4,236,668.312   972,105.439   MT  0.99991407   +1 53 17.7
 AF9521;SPC TXSC     -13,899,802.62  3,189,315.93   sFT  0.99991407   +1 53 17.7
 AF9521
 AF9521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9521!SPC TXSC     -   1.00000113  x   0.99991407  =   0.99991520
 AF9521
 AF9521                          SUPERSEDED SURVEY CONTROL
 AF9521
 AF9521  NAD 83(CORS)-  29 54 48.43963(N)    095 08 44.68952(W) AD(1997.00) c
 AF9521  NAD 83(CORS)-  29 54 48.43963(N)    095 08 44.68952(W) AD(1996.00) c
 AF9521  ELLIP H (04/??/96)   -7.17   (m)                       GP(1997.00) c c
 AF9521  ELLIP H (04/??/96)   -7.17   (m)                       GP(1996.00) c c
 AF9521  NAVD 88 (00/50/98)   20.14   (m)           66.1    (f) LEVELING    3  
 AF9521
 AF9521.Superseded values are not recommended for survey control.
 AF9521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9521.See file dsdata.txt to determine how the superseded data were derived.
 AF9521
 AF9521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9284411131(NAD 83)
 AF9521_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9521
 AF9521                          STATION DESCRIPTION
 AF9521
 AF9521'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9521'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9521'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9521'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9521'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9521'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7427 ***********************************************************************
 AI7427  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7427  DESIGNATION -  LAKE HOUSTON CORS L1 PHASE CENTER
 AI7427  CORS_ID     -  LKHU
 AI7427  PID         -  AI7427
 AI7427  STATE/COUNTY-  TX/HARRIS
 AI7427  USGS QUAD   -  HARMASTON (1982)
 AI7427
 AI7427                         *CURRENT SURVEY CONTROL
 AI7427  ___________________________________________________________________
 AI7427* NAD 83(CORS)-  29 54 48.44026(N)    095 08 44.68923(W)     ADJUSTED  
 AI7427* NAVD 88     -                                                        
 AI7427  ___________________________________________________________________
 AI7427  EPOCH DATE  -        2002.00
 AI7427  X           -    -496,255.924 (meters)                     COMP
 AI7427  Y           -  -5,510,741.611 (meters)                     COMP
 AI7427  Z           -   3,162,058.296 (meters)                     COMP
 AI7427  ELLIP HEIGHT-          -7.07  (meters)          (03/??/02) GPS OBS
 AI7427  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AI7427
 AI7427  HORZ ORDER  -  SPECIAL (CORS)
 AI7427  ELLP ORDER  -  SPECIAL (CORS)
 AI7427
 AI7427.ITRF positions are available for this station.
 AI7427.The coordinates were established by GPS observations
 AI7427.and adjusted by the National Geodetic Survey in March 2002..
 AI7427.The coordinates are valid at the epoch date displayed above.
 AI7427.The epoch date for horizontal control is a decimal equivalence
 AI7427.of Year/Month/Day.
 AI7427
 AI7427
 AI7427.The PID for the CORS ARP is AF9521.
 AI7427
 AI7427.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7427
 AI7427.The ellipsoidal height was determined by GPS observations
 AI7427.and is referenced to NAD 83.
 AI7427
 AI7427.The geoid height was determined by GEOID03.
 AI7427
 AI7427;                    North         East     Units Scale Factor Converg.
 AI7427;SPC TXSC     - 4,236,668.313   972,105.440   MT  0.99991407   +1 53 17.7
 AI7427;SPC TXSC     -13,899,802.62  3,189,315.93   sFT  0.99991407   +1 53 17.7
 AI7427
 AI7427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7427!SPC TXSC     -   1.00000111  x   0.99991407  =   0.99991518
 AI7427
 AI7427                          SUPERSEDED SURVEY CONTROL
 AI7427
 AI7427  NAD 83(CORS)-  29 54 48.43967(N)    095 08 44.68950(W) AD(1996.00) c
 AI7427  NAD 83(CORS)-  29 54 48.43967(N)    095 08 44.68950(W) AD(1997.00) c
 AI7427  ELLIP H (04/??/96)   -7.06   (m)                       GP(1997.00) c c
 AI7427  ELLIP H (04/??/96)   -7.06   (m)                       GP(1996.00) c c
 AI7427
 AI7427.Superseded values are not recommended for survey control.
 AI7427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7427.See file dsdata.txt to determine how the superseded data were derived.
 AI7427
 AI7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9284411131(NAD 83)
 AI7427_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI7427
 AI7427                          STATION DESCRIPTION
 AI7427
 AI7427'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI7427'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7427'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7427'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7427'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7427'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6284 ***********************************************************************
 AW6284  DESIGNATION -  LAKE HOUSTON PUMP STATION TANK
 AW6284  PID         -  AW6284
 AW6284  STATE/COUNTY-  TX/HARRIS
 AW6284  USGS QUAD   -  HARMASTON (1982)
 AW6284
 AW6284                         *CURRENT SURVEY CONTROL
 AW6284  ___________________________________________________________________
 AW6284* NAD 83(1993)-  29 54 51.42739(N)    095 08 39.58496(W)     ADJUSTED  
 AW6284* NAVD 88     -                                                        
 AW6284  ___________________________________________________________________
 AW6284  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW6284  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW6284
 AW6284  HORZ ORDER  -  THIRD
 AW6284
 AW6284.The horizontal coordinates were established by classical geodetic methods
 AW6284.and adjusted by the National Geodetic Survey in February 1996..
 AW6284
 AW6284
 AW6284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6284
 AW6284.The geoid height was determined by GEOID03.
 AW6284
 AW6284;                    North         East     Units Scale Factor Converg.
 AW6284;SPC TXSC     - 4,236,764.747   972,239.244   MT  0.99991422   +1 53 20.2
 AW6284;SPC TXSC     -13,900,119.01  3,189,754.92   sFT  0.99991422   +1 53 20.2
 AW6284;UTM  15      - 3,311,220.029   292,982.447   MT  1.00012878   -1 04 11.2
 AW6284
 AW6284                          SUPERSEDED SURVEY CONTROL
 AW6284
 AW6284  NAD 83(1986)-  29 54 51.44275(N)    095 08 39.56665(W) AD(       ) 4
 AW6284  NAD 27      -  29 54 50.64334(N)    095 08 38.81601(W) AD(       ) 3
 AW6284
 AW6284.Superseded values are not recommended for survey control.
 AW6284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6284.See file dsdata.txt to determine how the superseded data were derived.
 AW6284
 AW6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9298211220(NAD 83)
 AW6284_MARKER: 53 = ELEVATED TANK
 AW6284
 AW6284  HISTORY     - Date     Condition        Report By
 AW6284  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6284
 AW6284                          STATION DESCRIPTION
 AW6284
 AW6284'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6284'THE STATION IS LOCATED AT THE SOUTH EDGE OF LAKE HOUSTON ABOUT 17
 AW6284'MILES NORTHEAST OF THE CENTER OF HOUSTON, 4-3/4 MILES WEST OF
 AW6284'CROSBY, 3-1/2 MILES NORTH-NORTHWEST OF SHELDON AND ON THE PROPERTY
 AW6284'OF THE CITY OF HOUSTON.
 AW6284'
 AW6284'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM
 AW6284'ROAD 526 (C.E. KING PARKWAY), GO NORTH ON FARM ROAD 526 FOR 3.6
 AW6284'MILES TO A CROSSROAD (GARRETT ROAD).  CONTINUE AHEAD NORTH AND
 AW6284'EAST ON FARM ROAD 526 FOR 3.4 MILES TO A FORK.  BEAR RIGHT AND GO
 AW6284'IN AN EASTERLY DIRECTION ON A PAVED ROAD FOR 0.45 MILE TO A
 AW6284'T-ROAD JUST AFTER CROSSING A CANAL.  TURN LEFT AND GO NORTH ON A
 AW6284'PAVED ROAD FOR 0.9 MILE TO THE STATION.
 AW6284'
 AW6284'IT IS A PEDESTAL SPHERE TYPE WATER TANK PAINTED WHITE.  THE
 AW6284'OVER-ALL HEIGHT IS 136 FEET.
 AW6284'
 AW6284'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6826 ***********************************************************************
 AW6826  DESIGNATION -  LAKE JACKSON
 AW6826  PID         -  AW6826
 AW6826  STATE/COUNTY-  TX/BRAZORIA
 AW6826  USGS QUAD   -  LAKE JACKSON (1974)
 AW6826
 AW6826                         *CURRENT SURVEY CONTROL
 AW6826  ___________________________________________________________________
 AW6826* NAD 83(1993)-  29 02 10.02533(N)    095 26 26.22048(W)     ADJUSTED  
 AW6826* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW6826  ___________________________________________________________________
 AW6826  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6826  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW6826
 AW6826  HORZ ORDER  -  SECOND
 AW6826
 AW6826.The horizontal coordinates were established by classical geodetic methods
 AW6826.and adjusted by the National Geodetic Survey in February 1996..
 AW6826
 AW6826.The orthometric height was scaled from a topographic map.
 AW6826
 AW6826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6826
 AW6826.The geoid height was determined by GEOID03.
 AW6826
 AW6826;                    North         East     Units Scale Factor Converg.
 AW6826;SPC TXSC     - 4,138,575.801   946,605.531   MT  0.99987675   +1 44 37.6
 AW6826;SPC TXSC     -13,577,977.44  3,105,654.98   sFT  0.99987675   +1 44 37.6
 AW6826;UTM  15      - 3,214,445.066   262,328.487   MT  1.00029712   -1 11 06.5
 AW6826
 AW6826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6826!SPC TXSC     -   1.00000355  x   0.99987675  =   0.99988030
 AW6826!UTM  15      -   1.00000355  x   1.00029712  =   1.00030067
 AW6826
 AW6826|---------------------------------------------------------------------|
 AW6826| PID    Reference Object                     Distance      Geod. Az  |
 AW6826|                                                           dddmmss.s |
 AW6826| AW6824 LAKE JACKSON MUNICIPAL TANK         248.151 METERS 07744     |
 AW6826| CV7351 LAKE JACKSON RM 1                    21.893 METERS 20819     |
 AW6826| CV7350 LAKE JACKSON AZ MK                                 2133431.8 |
 AW6826| CV7352 LAKE JACKSON RM 2                    21.028 METERS 30435     |
 AW6826|---------------------------------------------------------------------|
 AW6826
 AW6826                          SUPERSEDED SURVEY CONTROL
 AW6826
 AW6826  NAD 83(1986)-  29 02 10.03546(N)    095 26 26.19949(W) AD(       ) 2
 AW6826  NAD 27      -  29 02 09.15000(N)    095 26 25.40800(W) AD(       ) 2
 AW6826
 AW6826.Superseded values are not recommended for survey control.
 AW6826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6826.See file dsdata.txt to determine how the superseded data were derived.
 AW6826
 AW6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6232814445(NAD 83)
 AW6826_MARKER: DS = TRIANGULATION STATION DISK
 AW6826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6826
 AW6826  HISTORY     - Date     Condition        Report By
 AW6826  HISTORY     - 1954     MONUMENTED       CGS
 AW6826  HISTORY     - 1980     GOOD             NGS
 AW6826
 AW6826                          STATION DESCRIPTION
 AW6826
 AW6826'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6826'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE LAKE
 AW6826'JACKSON ELEMENTARY SCHOOL GROUNDS IN THE COMMUNITY OF LAKE
 AW6826'JACKSON.
 AW6826'
 AW6826'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6826'IS 126 FEET NORTHEAST OF THE CENTERLINE OF CENTER WAY, 58
 AW6826'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 AW6826'46 FEET SOUTHWEST OF THE CENTERLINE OF THE SCHOOL DRIVEWAY,
 AW6826'AND 30 FEET NORTHWEST OF THE CENTERLINE OF YAUPON STREET.
 AW6826'THE DISK IS STAMPED LAKE JACKSON 1954, AND THE MARK IS FLUSH
 AW6826'WITH THE GROUND.
 AW6826'
 AW6826'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AW6826'MONUMENT, IS 53 FEET NORTHEAST OF THE CENTERLINE OF CENTER WAY
 AW6826'AND 20.5 FEET NORTHWEST OF THE CENTERLINE OF YAUPON STREET.
 AW6826'THE DISK IS STAMPED LAKE JACKSON NO 1 1954, AND THE MARK IS
 AW6826'FLUSH WITH THE GROUND.
 AW6826'
 AW6826'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AW6826'MONUMENT, IS 131 FEET NORTHEAST OF THE CENTERLINE OF CENTER
 AW6826'WAY, 99 FEET NORTHWEST OF THE CENTERLINE OF YAUPON STREET,
 AW6826'AND 11 FEET SOUTH OF THE SOUTH WALL OF THE SCHOOL BUILDING.
 AW6826'THE DISK IS STAMPED LAKE JACKSON NO 2 1954, AND THE MARK IS
 AW6826'FLUSH WITH THE GROUND.
 AW6826'
 AW6826'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6826'IS IN THE NORTHEAST CORNER OF THE LAKE JACKSON METHODIST
 AW6826'CHURCH YARD, 24 FEET EAST OF THE CENTERLINE OF AZALEA STREET,
 AW6826'21 FEET SOUTHWEST OF THE CENTERLINE OF YAUPON STREET, AND
 AW6826'1.5 FEET SOUTHWEST OF A POWER POLE.  THE DISK IS STAMPED
 AW6826'LAKE JACKSON 1954, AND THE MARK PROJECTS 1 INCH.
 AW6826'
 AW6826'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AW6826
 AW6826                          STATION RECOVERY (1980)
 AW6826
 AW6826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 AW6826'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 AW6826'MARKS AND THE AZIMUTH MARK WERE NOT FOUND.
 AW6826'
 AW6826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LAKE
 AW6826'JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6824 ***********************************************************************
 AW6824  DESIGNATION -  LAKE JACKSON MUNICIPAL TANK
 AW6824  PID         -  AW6824
 AW6824  STATE/COUNTY-  TX/BRAZORIA
 AW6824  USGS QUAD   -  LAKE JACKSON (1974)
 AW6824
 AW6824                         *CURRENT SURVEY CONTROL
 AW6824  ___________________________________________________________________
 AW6824* NAD 83(1993)-  29 02 11.73789(N)    095 26 17.25845(W)     ADJUSTED  
 AW6824* NAVD 88     -                                                        
 AW6824  ___________________________________________________________________
 AW6824  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6824  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW6824
 AW6824  HORZ ORDER  -  THIRD
 AW6824
 AW6824.The horizontal coordinates were established by classical geodetic methods
 AW6824.and adjusted by the National Geodetic Survey in February 1996..
 AW6824
 AW6824
 AW6824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6824
 AW6824.The geoid height was determined by GEOID03.
 AW6824
 AW6824;                    North         East     Units Scale Factor Converg.
 AW6824;SPC TXSC     - 4,138,635.877   946,846.269   MT  0.99987671   +1 44 42.0
 AW6824;SPC TXSC     -13,578,174.54  3,106,444.80   sFT  0.99987671   +1 44 42.0
 AW6824;UTM  15      - 3,214,492.782   262,572.082   MT  1.00029569   -1 11 02.2
 AW6824
 AW6824                          SUPERSEDED SURVEY CONTROL
 AW6824
 AW6824  NAD 83(1986)-  29 02 11.74801(N)    095 26 17.23753(W) AD(       ) 4
 AW6824  NAD 27      -  29 02 10.86200(N)    095 26 16.44500(W) AD(       ) 3
 AW6824
 AW6824.Superseded values are not recommended for survey control.
 AW6824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6824.See file dsdata.txt to determine how the superseded data were derived.
 AW6824
 AW6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6257214493(NAD 83)
 AW6824_MARKER: 51 = TANK
 AW6824_SETTING: 0 = UNSPECIFIED SETTING
 AW6824
 AW6824  HISTORY     - Date     Condition        Report By
 AW6824  HISTORY     - 1954     FIRST OBSERVED   CGS
 AW6824  HISTORY     - 1960     GOOD             CGS
 AW6824  HISTORY     - 1980     GOOD             NGS
 AW6824
 AW6824                          STATION DESCRIPTION
 AW6824
 AW6824'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AW6824'THE STATION IS LOCATED IN THE CENTER OF BLOCK 14 IN THE
 AW6824'COMMUNITY OF LAKE JACKSON.
 AW6824'
 AW6824'THE TANK WAS ERECTED IN 1944 AND IS A STEEL STRUCTURE SUPPORTING
 AW6824'A CONICAL SHAPED TANK OF 100,000 GALLON CAPACITY.  IT IS 120
 AW6824'FEET HIGH AND PAINTED SILVER WITH THE BLACK LETTERS LAKE
 AW6824'JACKSON PAINTED ON THE SOUTH SIDE.
 AW6824'
 AW6824'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AW6824
 AW6824                          STATION RECOVERY (1960)
 AW6824
 AW6824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6824'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AW6824'IS COMPLETE.
 AW6824
 AW6824                          STATION RECOVERY (1980)
 AW6824
 AW6824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 AW6824'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW6824'
 AW6824'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LAKE JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0132 ***********************************************************************
 AX0132  DESIGNATION -  LAKE RM 1
 AX0132  PID         -  AX0132
 AX0132  STATE/COUNTY-  TX/COLORADO
 AX0132  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0132
 AX0132                         *CURRENT SURVEY CONTROL
 AX0132  ___________________________________________________________________
 AX0132* NAD 83(1986)-  29 37 40.     (N)    096 22 24.     (W)     SCALED    
 AX0132* NAVD 88     -        62.81   (+/-2cm)     206.1    (feet)  VERTCON   
 AX0132  ___________________________________________________________________
 AX0132  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0132
 AX0132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0132
 AX0132.The horizontal coordinates were scaled from a topographic map and have
 AX0132.an estimated accuracy of +/- 6 seconds.
 AX0132
 AX0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0132.The vertical order pertains to the NGVD 29 superseded value.
 AX0132
 AX0132.The geoid height was determined by GEOID03.
 AX0132
 AX0132;                    North         East    Units  Estimated Accuracy
 AX0132;SPC TXSC     - 4,201,730.      854,330.      MT  (+/- 180 meters Scaled)
 AX0132
 AX0132                          SUPERSEDED SURVEY CONTROL
 AX0132
 AX0132  NGVD 29 (??/??/92)   62.798  (m)          206.03   (f) ADJ UNCH    2 0
 AX0132
 AX0132.Superseded values are not recommended for survey control.
 AX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0132.See file dsdata.txt to determine how the superseded data were derived.
 AX0132
 AX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT543804(NAD 83)
 AX0132_MARKER: DR = REFERENCE MARK DISK
 AX0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0132_STAMPING: LAKE NO 1 1943
 AX0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0132+STABILITY: SURFACE MOTION
 AX0132
 AX0132  HISTORY     - Date     Condition        Report By
 AX0132  HISTORY     - 1943     MONUMENTED       CGS
 AX0132  HISTORY     - 1987     GOOD             USPSQD
 AX0132
 AX0132                          STATION DESCRIPTION
 AX0132
 AX0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0132'3.5 MI NW FROM EAGLE LAKE.
 AX0132'3.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AX0132'STATION AT EAGLE LAKE, COLORADO COUNTY, 0.1 MILE NORTHWEST OF MILEPOST
 AX0132'72, 122.8 FEET SOUTH ACROSS U.S. HIGHWAY 90 A FROM REFERENCE MARK LAKE
 AX0132'NO. 2, 80.8 FEET SOUTHWEST FROM TRIANGULATION STATION LAKE, 73.5 FEET
 AX0132'NORTHEAST OF THE CENTERLINE OF THE TRACK, 32.7 FEET SOUTHWEST OF THE
 AX0132'CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. A
 AX0132'STANDARD REFERENCE-MARK DISK, STAMPED LAKE NO 1 1943 AND SET IN THE
 AX0132'TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AX0132
 AX0132                          STATION RECOVERY (1987)
 AX0132
 AX0132'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0133 ***********************************************************************
 AX0133  DESIGNATION -  LAKE RM 2
 AX0133  PID         -  AX0133
 AX0133  STATE/COUNTY-  TX/COLORADO
 AX0133  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0133
 AX0133                         *CURRENT SURVEY CONTROL
 AX0133  ___________________________________________________________________
 AX0133* NAD 83(1986)-  29 37 38.     (N)    096 22 23.     (W)     SCALED    
 AX0133* NAVD 88     -        62.89   (+/-2cm)     206.3    (feet)  VERTCON   
 AX0133  ___________________________________________________________________
 AX0133  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0133
 AX0133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0133
 AX0133.The horizontal coordinates were scaled from a topographic map and have
 AX0133.an estimated accuracy of +/- 6 seconds.
 AX0133
 AX0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0133.The vertical order pertains to the NGVD 29 superseded value.
 AX0133
 AX0133.The geoid height was determined by GEOID03.
 AX0133
 AX0133;                    North         East    Units  Estimated Accuracy
 AX0133;SPC TXSC     - 4,201,670.      854,350.      MT  (+/- 180 meters Scaled)
 AX0133
 AX0133                          SUPERSEDED SURVEY CONTROL
 AX0133
 AX0133  NGVD 29 (??/??/92)   62.872  (m)          206.27   (f) ADJ UNCH    2 0
 AX0133
 AX0133.Superseded values are not recommended for survey control.
 AX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0133.See file dsdata.txt to determine how the superseded data were derived.
 AX0133
 AX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT543803(NAD 83)
 AX0133_MARKER: DR = REFERENCE MARK DISK
 AX0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0133_STAMPING: LAKE NO 2 1943
 AX0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0133+STABILITY: SURFACE MOTION
 AX0133
 AX0133  HISTORY     - Date     Condition        Report By
 AX0133  HISTORY     - 1943     MONUMENTED       CGS
 AX0133  HISTORY     - 1987     POOR             USPSQD
 AX0133
 AX0133                          STATION DESCRIPTION
 AX0133
 AX0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0133'3.5 MI NW FROM EAGLE LAKE.
 AX0133'3.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AX0133'STATION AT EAGLE LAKE, COLORADO COUNTY, 0.1 MILE NORTHWEST OF MILEPOST
 AX0133'72, 154 FEET NORTHEAST ACROSS U.S. HIGHWAY 90 A FROM THE CENTERLINE OF
 AX0133'THE TRACK, 122.8 FEET NORTH FROM REFERENCE MARK LAKE 0.1, 110.7 FEET
 AX0133'NORTHWEST OF TRIANGULATION STATION LAKE, 47.7 FEET NORTHEAST OF THE
 AX0133'CENTERLINE OF THE HIGHWAY, 14.8 FEET NORTHWEST OF A FENCE CORNER, 0.6
 AX0133'FOOT SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, AND ABOUT LEVEL
 AX0133'WITH THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED LAKE NO 2
 AX0133'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT
 AX0133'ABOVE GROUND.
 AX0133
 AX0133                          STATION RECOVERY (1987)
 AX0133
 AX0133'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX0133'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3029 ***********************************************************************
 CS3029  DESIGNATION -  LAKE WORTH WATER TANK
 CS3029  PID         -  CS3029
 CS3029  STATE/COUNTY-  TX/TARRANT
 CS3029  USGS QUAD   -  LAKE WORTH (1982)
 CS3029
 CS3029                         *CURRENT SURVEY CONTROL
 CS3029  ___________________________________________________________________
 CS3029* NAD 83(1993)-  32 48 45.62372(N)    097 26 11.50804(W)     ADJUSTED  
 CS3029* NAVD 88     -                                                        
 CS3029  ___________________________________________________________________
 CS3029  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 CS3029  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CS3029
 CS3029  HORZ ORDER  -  THIRD
 CS3029
 CS3029.The horizontal coordinates were established by classical geodetic methods
 CS3029.and adjusted by the National Geodetic Survey in February 1996..
 CS3029
 CS3029
 CS3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3029
 CS3029.The geoid height was determined by GEOID03.
 CS3029
 CS3029;                    North         East     Units Scale Factor Converg.
 CS3029;SPC TXNC     - 2,127,584.448   699,580.651   MT  0.99988127   +0 34 48.0
 CS3029;SPC TXNC     - 6,980,249.98  2,295,207.52   sFT  0.99988127   +0 34 48.0
 CS3029;UTM  14      - 3,631,602.535   646,368.265   MT  0.99986417   +0 50 50.6
 CS3029
 CS3029                          SUPERSEDED SURVEY CONTROL
 CS3029
 CS3029  NAD 83(1993)-  32 48 45.62669(N)    097 26 11.49184(W) AD(       ) 4
 CS3029  NAD 83(1986)-  32 48 45.62708(N)    097 26 11.49155(W) AD(       ) 4
 CS3029  NAD 27      -  32 48 45.16611(N)    097 26 10.41694(W) AD(       ) 3
 CS3029
 CS3029.Superseded values are not recommended for survey control.
 CS3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3029.See file dsdata.txt to determine how the superseded data were derived.
 CS3029
 CS3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4636831603(NAD 83)
 CS3029_MARKER: 53 = ELEVATED TANK
 CS3029_SETTING: 0 = UNSPECIFIED SETTING
 CS3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3029+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS3029
 CS3029  HISTORY     - Date     Condition        Report By
 CS3029  HISTORY     - 1953     FIRST OBSERVED   CGS
 CS3029  HISTORY     - 1967     GOOD             CGS
 CS3029  HISTORY     - 1976     GOOD             NGS
 CS3029  HISTORY     - 19910502 GOOD             USPSQD
 CS3029  HISTORY     - 20010217 GOOD             USPSQD
 CS3029  HISTORY     - 20020622 GOOD             GEOCAC
 CS3029  HISTORY     - 20041023 GOOD             USPSQD
 CS3029
 CS3029                          STATION DESCRIPTION
 CS3029
 CS3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3029'STATION IS THE LAKE WORTH VILLAGE MUNICIPAL WATER TANK, ABOUT
 CS3029'130 FT. HIGH, OBSTRUCTION PAINTED, RED AND WHITE CHECKERED,
 CS3029'SUPPORTED BY FOUR LEGS, AND LOCATED ABOUT 1 BLOCK S OF THE
 CS3029'JACKSBORO HIGHWAY, AND E OF THE TOWN HALL.  THE POINT OBSERVED
 CS3029'WAS THE LIGHT AT THE APEX OF THE TANK.
 CS3029
 CS3029                          STATION RECOVERY (1967)
 CS3029
 CS3029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3029'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3029'
 CS3029'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LAKE WORTH
 CS3029
 CS3029                          STATION RECOVERY (1976)
 CS3029
 CS3029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 CS3029'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS3029'
 CS3029'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAKE WORTH.
 CS3029
 CS3029                          STATION RECOVERY (1991)
 CS3029
 CS3029'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3029'RECOVERED IN GOOD CONDITION.
 CS3029
 CS3029                          STATION RECOVERY (2001)
 CS3029
 CS3029'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3029'RECOVERED IN GOOD CONDITION.
 CS3029
 CS3029                          STATION RECOVERY (2002)
 CS3029
 CS3029'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS3029'RECOVERED IN GOOD CONDITION.
 CS3029
 CS3029                          STATION RECOVERY (2004)
 CS3029
 CS3029'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS3029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1132 ***********************************************************************
 CS1132  DESIGNATION -  LAKELAND
 CS1132  PID         -  CS1132
 CS1132  STATE/COUNTY-  TX/DALLAS
 CS1132  USGS QUAD   -  DUNCANVILLE (1981)
 CS1132
 CS1132                         *CURRENT SURVEY CONTROL
 CS1132  ___________________________________________________________________
 CS1132* NAD 83(1993)-  32 43 38.81524(N)    096 58 41.92238(W)     ADJUSTED  
 CS1132* NAVD 88     -       152.02   (+/-2cm)     498.8    (feet)  VERTCON   
 CS1132  ___________________________________________________________________
 CS1132  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 CS1132  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CS1132
 CS1132  HORZ ORDER  -  SECOND
 CS1132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS1132
 CS1132.The horizontal coordinates were established by classical geodetic methods
 CS1132.and adjusted by the National Geodetic Survey in February 1996..
 CS1132
 CS1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1132.The vertical order pertains to the NGVD 29 superseded value.
 CS1132
 CS1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1132
 CS1132.The geoid height was determined by GEOID03.
 CS1132
 CS1132;                    North         East     Units Scale Factor Converg.
 CS1132;SPC TXNC     - 2,118,663.006   742,621.386   MT  0.99988853   +0 49 47.7
 CS1132;SPC TXNC     - 6,950,980.21  2,436,417.00   sFT  0.99988853   +0 49 47.7
 CS1132;UTM  14      - 3,622,880.058   689,452.671   MT  1.00004259   +1 05 36.0
 CS1132
 CS1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1132!SPC TXNC     -   0.99998037  x   0.99988853  =   0.99986891
 CS1132!UTM  14      -   0.99998037  x   1.00004259  =   1.00002296
 CS1132
 CS1132|---------------------------------------------------------------------|
 CS1132| PID    Reference Object                     Distance      Geod. Az  |
 CS1132|                                                           dddmmss.s |
 CS1132| CS1133 LAKELAND RM 1                         8.229 METERS 01100     |
 CS1132| CS1139 HENSLEY                             APPROX. 2.0 KM 0350344.7 |
 CS1132| CS2816 ZDB 204201                          467.558 METERS 1030324.4 |
 CS1132| CS2818 MPS 26 RADAR 203101 1966              9.080 METERS 30605     |
 CS1132| CS2814 GRAND PRAIRIE N AM AVN PLT TK       APPROX. 1.8 KM 3362256.4 |
 CS1132|---------------------------------------------------------------------|
 CS1132
 CS1132                          SUPERSEDED SURVEY CONTROL
 CS1132
 CS1132  NAD 83(1986)-  32 43 38.82094(N)    096 58 41.90481(W) AD(       ) 2
 CS1132  NAD 27      -  32 43 38.34690(N)    096 58 40.88550(W) AD(       ) 2
 CS1132  NGVD 29 (??/??/92)  152.042  (m)          498.82   (f) ADJ UNCH    2 0
 CS1132
 CS1132.Superseded values are not recommended for survey control.
 CS1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1132.See file dsdata.txt to determine how the superseded data were derived.
 CS1132
 CS1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8945322880(NAD 83)
 CS1132_MARKER: DS = TRIANGULATION STATION DISK
 CS1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1132_STAMPING: LAKELAND 1966
 CS1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1132+STABILITY: SURFACE MOTION
 CS1132
 CS1132  HISTORY     - Date     Condition        Report By
 CS1132  HISTORY     - 1966     MONUMENTED       CGS
 CS1132  HISTORY     - 1966     GOOD             CGS
 CS1132
 CS1132                          STATION DESCRIPTION
 CS1132
 CS1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 CS1132'THE STATION IS LOCATED IN A 110-FOOT SQUARE FENCED COMPOUND,
 CS1132'IN THE LAKELAND HEIGHTS RESIDENTIAL AREA, ON THE SOUTHWEST
 CS1132'SIDE OF A NARROW CANAL THAT CONNECTS MOUNTAIN CREEK LAKE
 CS1132'WITH A SMALLER BODY OF WATER, ABOUT 1.6 MILES SOUTHEAST OF
 CS1132'GRAND PRAIRIE, 1.3 MILES SOUTH OF THE MISSOURI PACIFIC RAILROAD
 CS1132'TRACKS AND 0.5 MILE WEST OF THE NORTH-SOUTH RUNWAY AT THE
 CS1132'NAVAL AIR STATION, DALLAS.
 CS1132'
 CS1132'TO REACH THE STATION FROM THE CITY HALL IN GRAND PRAIRIE,
 CS1132'GO EAST ON MAIN STREET FOR 1.2 MILES TO SOUTHEAST 14TH STREET.
 CS1132'TURN RIGHT AND GO SOUTH ON SOUTHEAST 14TH STREET FOR 0.15
 CS1132'MILE TO JEFFERSON STREET.  CONTINUE STRAIGHT AHEAD, SOUTH,
 CS1132'ON SOUTHEAST 14TH STREET FOR 0.75 MILE TO A FORK.  TAKE
 CS1132'THE LEFT FORK AND CONTINUE SOUTH ON SOUTHEAST 14TH STREET
 CS1132'FOR 0.8 MILE TO SAMPSELL DRIVE.  TURN LEFT AND GO EAST ON
 CS1132'SAMPSELL DRIVE FOR 0.5 MILE TO HARDY DRIVE.  TURN LEFT AND
 CS1132'GO NORTH ON HARDY DRIVE FOR 0.1 MILE TO A GATE.  PASS THROUGH
 CS1132'THE GATE AND GO NORTHWESTERLY ON A GRAVELED ROAD FOR 0.1
 CS1132'MILE TO THE FENCED COMPOUND AND THE STATION.
 CS1132'
 CS1132'THE KEY TO THE COMPOUND WAS OBTAINED FROM THE PUBLIC WORKS
 CS1132'OFFICE AT THE NAVAL AIR STATION, DALLAS.
 CS1132'
 CS1132'THE STATION MARK IS A STANDARD DISK, STAMPED LAKELAND 1966,
 CS1132'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST THAT
 CS1132'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 72.3 FEET
 CS1132'NORTH OF THE CENTER OF THE GATE LEADING INTO THE COMPOUND,
 CS1132'31.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE COMPOUND
 CS1132'AND 6.0 FEET WEST OF THE EAST PERIMETER FENCE.
 CS1132'
 CS1132'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED LAKELAND
 CS1132'NO 1 1966, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 CS1132'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CS1132'4.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE COMPOUND AND
 CS1132'1.0 FOOT WEST OF THE EAST PERIMETER FENCE.
 CS1132'
 CS1132'MPS-26 RADAR 203101 IS A PLAIN BRASS DISK, STAMPED MPS-26
 CS1132'RADAR 203101 1966, CEMENTED IN A DRILL HOLE IN THE APPROXIMATE
 CS1132'CENTER OF A 10-FOOT BY 12-FOOT CONCRETE SLAB.  IT IS 29.5
 CS1132'FEET WEST OF THE EAST PERIMETER FENCE, 14.5 FEET SOUTH OF
 CS1132'THE NORTH PERIMETER FENCE AND PLUMBED UNDER THE CENTER OF
 CS1132'A RADAR PEDESTAL THAT IS MOUNTED ON THE ROOF OF A SEMI-TRAILER
 CS1132'PARKED ON THE CONCRETE SLAB.
 CS1132
 CS1132                          STATION RECOVERY (1966)
 CS1132
 CS1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CS1132'2.1 MI SE FROM GRAND PRAIRIE.
 CS1132'1.2 MILES EAST ALONG MAIN STREET FROM THE CITY HALL IN GRAND PRAIRIE,
 CS1132'THENCE 1.65 MILES SOUTH ALONG SE 14TH STREET, THENCE 0.5 MILE EAST
 CS1132'ALONG SAMPSELL DRIVE, THENCE 0.1 MILE NORTH ALONG HARDY DRIVE TO WIRE
 CS1132'GATE, THENCE 0.1 MILE WESTERLY ALONG GRAVELED ROAD, 72.3 FEET NORTH OF
 CS1132'THE WIRE GATE, 31.5 FEET SOUTH OF THE NORTHEAST FENCE CORNER, 6 FEET
 CS1132'WEST OF THE NORTH-SOUTH FENCELINE AND SET IN THE TOP OF A 12-INCH
 CS1132'CONCRETE CYLINDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1133 ***********************************************************************
 CS1133  DESIGNATION -  LAKELAND RM 1
 CS1133  PID         -  CS1133
 CS1133  STATE/COUNTY-  TX/DALLAS
 CS1133  USGS QUAD   -  DUNCANVILLE (1981)
 CS1133
 CS1133                         *CURRENT SURVEY CONTROL
 CS1133  ___________________________________________________________________
 CS1133* NAD 83(1986)-  32 43 38.     (N)    096 58 41.     (W)     SCALED    
 CS1133* NAVD 88     -       152.07   (+/-2cm)     498.9    (feet)  VERTCON   
 CS1133  ___________________________________________________________________
 CS1133  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CS1133
 CS1133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS1133
 CS1133.The horizontal coordinates were scaled from a topographic map and have
 CS1133.an estimated accuracy of +/- 6 seconds.
 CS1133
 CS1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1133.The vertical order pertains to the NGVD 29 superseded value.
 CS1133
 CS1133.The geoid height was determined by GEOID03.
 CS1133
 CS1133;                    North         East    Units  Estimated Accuracy
 CS1133;SPC TXNC     - 2,118,640.      742,650.      MT  (+/- 180 meters Scaled)
 CS1133
 CS1133                          SUPERSEDED SURVEY CONTROL
 CS1133
 CS1133  NGVD 29 (??/??/92)  152.094  (m)          499.00   (f) ADJ UNCH    2 0
 CS1133
 CS1133.Superseded values are not recommended for survey control.
 CS1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1133.See file dsdata.txt to determine how the superseded data were derived.
 CS1133
 CS1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB894228(NAD 83)
 CS1133_MARKER: DR = REFERENCE MARK DISK
 CS1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1133_STAMPING: LAKELAND NO 1 1966
 CS1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1133+STABILITY: SURFACE MOTION
 CS1133
 CS1133  HISTORY     - Date     Condition        Report By
 CS1133  HISTORY     - 1966     MONUMENTED       CGS
 CS1133
 CS1133                          STATION DESCRIPTION
 CS1133
 CS1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1133'2.1 MI SE FROM GRAND PRAIRIE.
 CS1133'1.2 MILES EAST ALONG MAIN STREET FROM THE CITY HALL IN GRAND PRAIRIE,
 CS1133'THENCE 1.65 MILES SOUTH ALONG SE 14TH STREET, THENCE 0.5 MILE EAST
 CS1133'ALONG SAMPSELL DRIVE, THENCE 0.1 MILE NORTH ALONG HARDY DRIVE TO WIRE
 CS1133'GATE, THENCE 0.1 MILE WESTERLY ALONG GRAVELED ROAD, 4.5 FEET SOUTH OF
 CS1133'THE NORTHEAST FENCE CORNER, 1.0 FEET WEST OF THE NORTH-SOUTH FENCELINE
 CS1133'AND SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER FLUSH WITH THE
 CS1133'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3060 ***********************************************************************
 CS3060  DESIGNATION -  LAKENON RESET
 CS3060  PID         -  CS3060
 CS3060  STATE/COUNTY-  TX/HILL
 CS3060  USGS QUAD   -  HILLSBORO EAST (1978)
 CS3060
 CS3060                         *CURRENT SURVEY CONTROL
 CS3060  ___________________________________________________________________
 CS3060* NAD 83(1993)-  32 01 55.84928(N)    097 01 19.28965(W)     ADJUSTED  
 CS3060* NAVD 88     -       218.38   (+/-2cm)     716.5    (feet)  VERTCON   
 CS3060  ___________________________________________________________________
 CS3060  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 CS3060  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CS3060
 CS3060  HORZ ORDER  -  SECOND
 CS3060  VERT ORDER  -  THIRD ? (See Below)
 CS3060
 CS3060.The horizontal coordinates were established by classical geodetic methods
 CS3060.and adjusted by the National Geodetic Survey in February 1996..
 CS3060
 CS3060.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3060.The vertical order pertains to the NGVD 29 superseded value.
 CS3060
 CS3060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3060
 CS3060.The geoid height was determined by GEOID03.
 CS3060
 CS3060;                    North         East     Units Scale Factor Converg.
 CS3060;SPC TXNC     - 2,041,515.509   739,609.230   MT  1.00002955   +0 48 21.9
 CS3060;SPC TXNC     - 6,697,872.13  2,426,534.62   sFT  1.00002955   +0 48 21.9
 CS3060;UTM  14      - 3,545,713.092   686,781.388   MT  1.00003026   +1 02 57.9
 CS3060
 CS3060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3060!SPC TXNC     -   0.99996992  x   1.00002955  =   0.99999947
 CS3060!UTM  14      -   0.99996992  x   1.00003026  =   1.00000018
 CS3060
 CS3060|---------------------------------------------------------------------|
 CS3060| PID    Reference Object                     Distance      Geod. Az  |
 CS3060|                                                           dddmmss.s |
 CS3060| CY1444 LAKENON RM 2                         33.793 METERS 06447     |
 CS3060| CS2066 Z 912                               APPROX. 0.8 KM 2395820.4 |
 CS3060| CY1445 LAKENON RM 3                         27.260 METERS 32303     |
 CS3060| CY1443 LAKENON RM 1                         26.874 METERS 32402     |
 CS3060|---------------------------------------------------------------------|
 CS3060
 CS3060                          SUPERSEDED SURVEY CONTROL
 CS3060
 CS3060  NAD 83(1986)-  32 01 55.85726(N)    097 01 19.26981(W) AD(       ) 2
 CS3060  NAD 27      -  32 01 55.30100(N)    097 01 18.26100(W) AD(       ) 2
 CS3060  NGVD 29 (07/19/86)  218.35   (m)          716.4    (f) LEVELING    3  
 CS3060
 CS3060.Superseded values are not recommended for survey control.
 CS3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3060.See file dsdata.txt to determine how the superseded data were derived.
 CS3060
 CS3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8678145713(NAD 83)
 CS3060_MARKER: DS = TRIANGULATION STATION DISK
 CS3060_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CS3060
 CS3060  HISTORY     - Date     Condition        Report By
 CS3060  HISTORY     - 1966     MONUMENTED       CGS
 CS3060  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS3060
 CS3060                          STATION DESCRIPTION
 CS3060
 CS3060'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS3060'THE SURFACE STATION MARK WAS FOUND TO BE DESTROYED.  UNDERGROUND
 CS3060'STATION MARK, REFERENCE MARKS NO. 1, NO. 2, AND BENCH MARK
 CS3060'Z 912 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION.
 CS3060'
 CS3060'A SURFACE STATION MARK WAS SET DIRECTLY OVER THE SUB-MARK
 CS3060'AND ONE NEW REFERENCE MARK SET.  A COMPLETE DESCRIPTION FOLLOWS--
 CS3060'THE STATION IS ABOUT 6-1/2 MILES EAST OF HILLSBORO, 2 MILES
 CS3060'WEST OF BRANDON, 1 MILE SOUTH OF LAKENON COMMUNITY, ALONG
 CS3060'THE SOUTH RIGHT-OF-WAY OF HIGHWAY.
 CS3060'
 CS3060'TO REACH STATION FROM THE COURT HOUSE IN HILLSBORO, GO SOUTH
 CS3060'0.4 MILE TO STATE HIGHWAYS 22 AND 171.  TURN LEFT, EAST, GO
 CS3060'3.4 MILES TO A ROAD FORK AND HIGHWAYS SEPARATE.  KEEP LEFT
 CS3060'FORK, STATE HIGHWAY 22, GO 3.1 MILES TO AZIMUTH MARK ON RIGHT.
 CS3060'CONTINUE ON THE HIGHWAY 0.6 MILE TO STATION ON THE RIGHT.
 CS3060'
 CS3060'STATION MARK, A STANDARD DISK, STAMPED LAKENON 1948 1966, IS
 CS3060'SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH SURFACE OF
 CS3060'GROUND.  IT IS 39.5 FEET SOUTH OF THE HIGHWAY CENTERLINE,
 CS3060'128 FEET SOUTHWEST OF A POWER LINE POLE WITH TRANSFORMER,
 CS3060'130 FEET WEST OF THE EXTENDED CENTER OF A DRIVEWAY, 89 FEET
 CS3060'WEST OF A TELEPHONE POLE, AND 10.5 FEET NORTH OF A METAL WITNESS
 CS3060'POST.  THE SUB-STATION DISK, STAMPED LAKENON 1948, IS SET IN AN
 CS3060'IRREGULAR MASS OF CONCRETE 2 FEET BELOW THE SURFACE OF GROUND.
 CS3060'
 CS3060'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED LAKENON NO
 CS3060'1 1948, IS SET IN A 12 IN X 12 IN CONCRETE POST 10 INCHES
 CS3060'BELOW SURFACE OF GROUND.  IT IS 48 FEET NORTH OF THE HIGHWAY
 CS3060'CENTER LINE, 103 FEET WEST OF THE POWER LINE POLE, AND 1
 CS3060'FOOT SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 CS3060'
 CS3060'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED LAKENON NO 2
 CS3060'1948, IS SET IN A 12 IN X 12 IN CONCRETE POST 2 INCHES BELOW
 CS3060'SURFACE OF GROUND.  IT IS 48 FEET SOUTH OF THE HIGHWAY CENTER
 CS3060'LINE, 22 FEET EAST OF THE TELEPHONE POLE, AND 1 FOOT NORTH
 CS3060'OF THE FENCE LINE.
 CS3060'
 CS3060'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED LAKENON 1948
 CS3060'NO 3 1966, SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS3060'6 INCHES.  IT IS 105 FEET WEST OF THE POWER LINE POLE, 49
 CS3060'FEET NORTH OF THE HIGHWAY CENTER LINE, AND 6 INCHES SOUTH OF
 CS3060'THE FENCE LINE.
 CS3060'
 CS3060'AZIMUTH MARK, A STANDARD BENCH MARK DISK, STAMPED Z 912 1946,
 CS3060'SET IN A 6 IN X 6 IN CONCRETE POST FLUSH WITH GROUND.
 CS3060'IT IS 158 FEET SOUTHEAST OF SOUTHEAST CORNER OF A HOUSE,
 CS3060'101 FEET SOUTH OF A POWER LINE POLE, 49 FEET SOUTH OF THE
 CS3060'HIGHWAY CENTER LINE, AND 2 FEET NORTH OF A METAL WITNESS POST.
 CS3060
 CS3060                          STATION RECOVERY (1999)
 CS3060
 CS3060'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2802 ***********************************************************************
 AX2802  PACS        -  This is a Primary Airport Control Station.
 AX2802  DESIGNATION -  LAKEPORT
 AX2802  PID         -  AX2802
 AX2802  STATE/COUNTY-  TX/COLORADO
 AX2802  USGS QUAD   -  EAGLE LAKE (1981)
 AX2802
 AX2802                         *CURRENT SURVEY CONTROL
 AX2802  ___________________________________________________________________
 AX2802* NAD 83(1993)-  29 35 43.73487(N)    096 19 17.82862(W)     ADJUSTED  
 AX2802* NAVD 88     -        55.41   (meters)     181.8    (feet)  GPS OBS   
 AX2802  ___________________________________________________________________
 AX2802  X           -    -611,168.982 (meters)                     COMP
 AX2802  Y           -  -5,516,813.656 (meters)                     COMP
 AX2802  Z           -   3,131,475.799 (meters)                     COMP
 AX2802  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AX2802  ELLIP HEIGHT-          28.04  (meters)          (10/24/00) GPS OBS
 AX2802  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX2802
 AX2802  HORZ ORDER  -  B
 AX2802  ELLP ORDER  -  FOURTH    CLASS II
 AX2802
 AX2802.This mark is at Eagle Lake (ELA) Airport (ELA)
 AX2802
 AX2802.The horizontal coordinates were established by GPS observations
 AX2802.and adjusted by the National Geodetic Survey in February 1996..
 AX2802
 AX2802.The orthometric height was determined by GPS observations and a
 AX2802.high-resolution geoid model.
 AX2802
 AX2802.GPS derived orthometric heights for airport stations designated as
 AX2802.PACS or SACS are published to 2 decimal places.  This maintains
 AX2802.centimeter relative accuracy between the PACS and SACS.  It does
 AX2802.not indicate centimeter accuracy relative to other marks which are
 AX2802.part of the NAVD 88 network.
 AX2802
 AX2802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2802
 AX2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2802
 AX2802.The ellipsoidal height was determined by GPS observations
 AX2802.and is referenced to NAD 83.
 AX2802
 AX2802.The geoid height was determined by GEOID03.
 AX2802
 AX2802;                    North         East     Units Scale Factor Converg.
 AX2802;SPC TXSC     - 4,198,263.797   859,413.177   MT  0.99987355   +1 18 43.8
 AX2802;SPC TXSC     -13,773,803.81  2,819,591.40   sFT  0.99987355   +1 18 43.8
 AX2802;UTM  14      - 3,276,958.756   759,413.619   MT  1.00043042   +1 19 24.7
 AX2802
 AX2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2802!SPC TXSC     -   0.99999560  x   0.99987355  =   0.99986915
 AX2802!UTM  14      -   0.99999560  x   1.00043042  =   1.00042601
 AX2802
 AX2802|---------------------------------------------------------------------|
 AX2802| PID    Reference Object                     Distance      Geod. Az  |
 AX2802|                                                           dddmmss.s |
 AX2802| AC6298 ELA A                               296.684 METERS 27823     |
 AX2802| AX2805 LAKEPORT AZ MK                      458.440 METERS 3545452.9 |
 AX2802|---------------------------------------------------------------------|
 AX2802
 AX2802                          SUPERSEDED SURVEY CONTROL
 AX2802
 AX2802  ELLIP H (02/20/96)   28.19   (m)                       GP(       ) 3 2
 AX2802  NAD 83(1993)-  29 35 43.73552(N)    096 19 17.83139(W) AD(       ) 3
 AX2802  ELLIP H (02/16/96)   28.00   (m)                       GP(       ) 5 1
 AX2802  ELLIP H (01/21/93)   28.06   (m)                       GP(       ) 4 2
 AX2802  NAD 83(1986)-  29 35 43.75166(N)    096 19 17.81255(W) AD(       ) 3
 AX2802  NAD 83(1986)-  29 35 43.75145(N)    096 19 17.81209(W) AD(       ) 3
 AX2802  NGVD 29 (06/12/91)   55.3    (m)          181.     (f) GPS OBS        
 AX2802
 AX2802.Superseded values are not recommended for survey control.
 AX2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2802.See file dsdata.txt to determine how the superseded data were derived.
 AX2802
 AX2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5941476959(NAD 83)
 AX2802_MARKER: I = METAL ROD
 AX2802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AX2802_SP_SET: OBJECT DRIVEN INTO GROUND
 AX2802_STAMPING: LAKEPORT 1987
 AX2802_MARK LOGO: NGS   
 AX2802_PROJECTION: RECESSED 1 CENTIMETERS
 AX2802_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2802+STABILITY: POSITION/ELEVATION WELL
 AX2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2802+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1994
 AX2802_ROD/PIPE-DEPTH: 10   meters
 AX2802_SLEEVE-DEPTH  : 1.0 meters
 AX2802
 AX2802  HISTORY     - Date     Condition        Report By
 AX2802  HISTORY     - 1987     MONUMENTED       NGS
 AX2802  HISTORY     - 19941215 GOOD             NGS
 AX2802
 AX2802                          STATION DESCRIPTION
 AX2802
 AX2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AX2802'THE STATION IS LOCATED ABOUT 25.7 KM (16.0 MI)
 AX2802'SOUTHWEST OF SEALY, 19.3 KM (12.0 MI) SOUTHEAST OF ALLEYTOWN, 1.6
 AX2802'KM (1.0 MI) NORTH-NORTHEAST OF EAGLE LAKE AND AT THE EAGLE LAKE
 AX2802'MUNICIPAL AIRPORT.
 AX2802'OWNERSHIP--CITY OF EAGLE LAKE, C/O R A KLOCKMAN, BOX 35, EAGLE LAKE
 AX2802'TX 77434, PHONE 409-234-2640.
 AX2802'
 AX2802'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90A AND FARM
 AX2802'ROAD 3013 ON THE SOUTHEAST SIDE OF EAGLE LAKE.  GO NORTHWEST ON
 AX2802'U.S. HIGHWAY 90A FOR 1.5 KM (0.95 MI) TO LAKE AVENUE ON THE RIGHT.
 AX2802'TURN RIGHT AND GO NORTHEAST FOR 1.4 KM (0.85 MI) TO THE WEST EDGE
 AX2802'OF THE APRON ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST ACROSS APRON
 AX2802'FOR 0.3 KM (0.2 MI), THENCE TURN LEFT AND GO NORTH FOR 0.1 KM (0.05
 AX2802'MI) TO THE STATION ON THE LEFT.
 AX2802'
 AX2802'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AX2802'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AX2802'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AX2802'LOGO CAP STAMPED---LAKEPORT 1987---, THE ROD IS RECESSED 1 CM BELOW
 AX2802'THE GROUND SURFACE.  LOCATED
 AX2802'44.0 METERS (144.4 FT) WEST FROM THE CENTERLINE OF THE RUNWAY,
 AX2802'42.1 METERS (138.7 FT) NORTHWEST FROM THE WESTERN MOST THRESHOLD
 AX2802'LIGHT,
 AX2802'42.1 METERS (138.7 FT) SOUTHWEST FROM THE SOUTH END OF THE RUNWAY
 AX2802'AND
 AX2802'5.8 METERS (19.0 FT) EAST FROM THE WINDSOX SUPPORT POLE.
 AX2802'
 AX2802'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AX2802'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE 3 FEET LONG
 AX2802'FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A LOGO
 AX2802'CAP STAMPED---LAKEPORT AZ MK 1987---, THE ROD IS RECESSED 1 CM
 AX2802'BELOW THE GROUND SURFACE.  LOCATED
 AX2802'14.4 METERS (47.2 FT) WEST FROM THE CENTERLINE OF THE RUNWAY,
 AX2802'14.3 METERS (46.9 FT) EAST FROM A FENCE LINE,
 AX2802'3.6 METERS (11.8 FT) NORTHWEST FROM A RUNWAY LIGHT AND
 AX2802'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 AX2802'TO REACH THE AZIMUTH FROM THE STATION,
 AX2802'GO NORTH FOR 0.5 KM (0.3 MI) ON THE RUNWAY TO THE MARK ON THE LEFT
 AX2802'AT THE 8TH RUNWAY LIGHT NORTH FROM THE SOUTH END OF THE RUNWAY.
 AX2802'
 AX2802'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AX2802'
 AX2802'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AX2802'
 AX2802'DESCRIBED BY B.L. LAMBERT.
 AX2802
 AX2802                          STATION RECOVERY (1994)
 AX2802
 AX2802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AX2802'RECOVERED AS DESCRIBED.  THIS IS A PAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1102 ***********************************************************************
 BM1102  PACS        -  This is a Primary Airport Control Station.
 BM1102  DESIGNATION -  LAKEPORT
 BM1102  PID         -  BM1102
 BM1102  STATE/COUNTY-  TX/TRAVIS
 BM1102  USGS QUAD   -  BEE CAVE (1986)
 BM1102
 BM1102                         *CURRENT SURVEY CONTROL
 BM1102  ___________________________________________________________________
 BM1102* NAD 83(1993)-  30 21 26.98386(N)    097 59 39.45176(W)     ADJUSTED  
 BM1102* NAVD 88     -       274.74   (meters)     901.4    (feet)  GPS OBS   
 BM1102  ___________________________________________________________________
 BM1102  X           -    -766,098.524 (meters)                     COMP
 BM1102  Y           -  -5,455,017.287 (meters)                     COMP
 BM1102  Z           -   3,204,758.633 (meters)                     COMP
 BM1102  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 BM1102  ELLIP HEIGHT-         249.44  (meters)          (10/24/00) GPS OBS
 BM1102  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 BM1102
 BM1102  HORZ ORDER  -  B
 BM1102  ELLP ORDER  -  FOURTH    CLASS II
 BM1102
 BM1102.This mark is at Lakeway Airpark (3R9)  (3R9)
 BM1102
 BM1102.The horizontal coordinates were established by GPS observations
 BM1102.and adjusted by the National Geodetic Survey in February 1996..
 BM1102
 BM1102.The orthometric height was determined by GPS observations and a
 BM1102.high-resolution geoid model.
 BM1102
 BM1102.GPS derived orthometric heights for airport stations designated as
 BM1102.PACS or SACS are published to 2 decimal places.  This maintains
 BM1102.centimeter relative accuracy between the PACS and SACS.  It does
 BM1102.not indicate centimeter accuracy relative to other marks which are
 BM1102.part of the NAVD 88 network.
 BM1102
 BM1102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1102
 BM1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1102
 BM1102.The ellipsoidal height was determined by GPS observations
 BM1102.and is referenced to NAD 83.
 BM1102
 BM1102.The geoid height was determined by GEOID03.
 BM1102
 BM1102;                    North         East     Units Scale Factor Converg.
 BM1102;SPC TX C     - 3,078,946.877   924,843.018   MT  0.99994443   +1 12 17.1
 BM1102;SPC TX C     -10,101,511.55  3,034,255.80   sFT  0.99994443   +1 12 17.1
 BM1102;UTM  14      - 3,358,828.561   596,651.089   MT  0.99971524   +0 30 29.9
 BM1102
 BM1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1102!SPC TX C     -   0.99996083  x   0.99994443  =   0.99990526
 BM1102!UTM  14      -   0.99996083  x   0.99971524  =   0.99967608
 BM1102
 BM1102:                Primary Azimuth Mark                     Grid Az
 BM1102:SPC TX C     -  3R9 A                                    166 09 01.3
 BM1102:UTM  14      -  3R9 A                                    166 50 48.5
 BM1102
 BM1102|---------------------------------------------------------------------|
 BM1102| PID    Reference Object                     Distance      Geod. Az  |
 BM1102|                                                           dddmmss.s |
 BM1102| AB6444 3R9 A                               464.786 METERS 1672118.4 |
 BM1102| BM1103 LAKEPORT AZ MK                      478.411 METERS 3451049.5 |
 BM1102|---------------------------------------------------------------------|
 BM1102
 BM1102                          SUPERSEDED SURVEY CONTROL
 BM1102
 BM1102  ELLIP H (02/20/96)  249.48   (m)                       GP(       ) 1 1
 BM1102  NAD 83(1993)-  30 21 26.98360(N)    097 59 39.45100(W) AD(       ) 3
 BM1102  ELLIP H (02/16/96)  249.63   (m)                       GP(       ) 5 1
 BM1102  NAD 83(1986)-  30 21 26.98645(N)    097 59 39.45298(W) AD(       ) 3
 BM1102  NAD 27      -  30 21 26.26214(N)    097 59 38.37785(W) AD(       ) 3
 BM1102  NGVD 29 (12/08/88)  274.6    (m)          901.     (f) GPS OBS        
 BM1102
 BM1102.Superseded values are not recommended for survey control.
 BM1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1102.See file dsdata.txt to determine how the superseded data were derived.
 BM1102
 BM1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9665158829(NAD 83)
 BM1102_MARKER: I = METAL ROD
 BM1102_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1102_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1102_STAMPING: LAKEPORT 1988
 BM1102_MARK LOGO: NGS   
 BM1102_PROJECTION: FLUSH
 BM1102_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1102+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2003
 BM1102_ROD/PIPE-DEPTH: 6.8  meters
 BM1102_SLEEVE-DEPTH  : 0.76 meters
 BM1102
 BM1102  HISTORY     - Date     Condition        Report By
 BM1102  HISTORY     - 1988     MONUMENTED       NGS
 BM1102  HISTORY     - 19950313 GOOD             NGS
 BM1102  HISTORY     - 20010224 GOOD             USPSQD
 BM1102  HISTORY     - 20030601 GOOD             USPSQD
 BM1102
 BM1102                          STATION DESCRIPTION
 BM1102
 BM1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1102'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF BEE CAVE AT
 BM1102'THE LAKEWAY AIRPARK.  OWNERSHIP--LAKEWAY COMPANY C/O LINDA HARRIGAL,
 BM1102'FLYING SCOTT ROAD, LAKEWAY TX.  TELEPHONE NUMBER 512-261-7344.
 BM1102'AIRPORT MANAGER RICK ROBBINS, LAKEWAY BOULEVARD.  OFFICE TELEPHONE
 BM1102'NUMBER 512-261-7250.
 BM1102'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND FARM
 BM1102'ROAD 620 IN BEE CAVE.  GO NORTHERLY ON FARM ROAD 620 FOR 6.4 KM
 BM1102'(4.00 MI) TO WORLD OF TENNIS BOULEVARD, ON THE LEFT.  TURN LEFT AND GO
 BM1102'3.2 KM (2.00 MI) TO CHAMPION DRIVE, ON THE RIGHT.  TURN RIGHT AND GO
 BM1102'0.4 KM (0.25 MI) TO FLYING SCOTT ROAD, ON THE RIGHT.  TURN RIGHT AND
 BM1102'GO 0.2 KM (0.10 MI) TO THE ADMINISTRATION BUILDING.  TURN LEFT ON THE
 BM1102'SOUTH SIDE OF THE OFFICE AND GO SOUTHWEST ACROSS THE APRON FOR ABOUT
 BM1102'0.1 KM (0.05 MI) TO THE STATION, ON THE SOUTH SIDE OF THE APRON.
 BM1102'THE STATION IS SET 15.9 M (52.2 FT) EAST OF THE CENTERLINE OF THE
 BM1102'RUNWAY, 5.3 M (17.4 FT) SOUTH OF THE SOUTH EDGE OF THE APRON AND 3.3
 BM1102'M (10.8 FT) WEST OF A WINDSOCK.
 BM1102'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1102'DESCRIBED BY B.L.L.
 BM1102
 BM1102                          STATION RECOVERY (1995)
 BM1102
 BM1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1102'NOTE--AIRPORT OWNERSHIP MAY CHANGE IN THE NEAR FUTURE.  THE STATION IS
 BM1102'LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF BEE CAVE AT THE LAKEWAY
 BM1102'AIRPORT, IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF THE APRON AND
 BM1102'THE RUNWAY, AND ADJACENT TO THE WINDSOCK.  OWNERSHIP--LAKEWAY COMPANY,
 BM1102'ONE WORLD OF TENNIS SQUARE, AUSTIN, TX 78738.  AIRPORT MANAGER IS
 BM1102'ROLAND SPIVEY, 115 FLYING SCOTT ROAD, AUSTIN, TX 78734. HOME PHONE IS
 BM1102'512-261-7789.  AIRPORT PHONE IS 512-261-7250.  TO REACH THE STATION
 BM1102'FROM THE JUNCTION OF STATE HIGHWAY 71 AND FARM ROAD 620 IN BEE CAVE,
 BM1102'GO NORTHERLY ON FARM ROAD 620 FOR 6.4 KM (3.95 MI) TO LAKEWAY DRIVE ON
 BM1102'THE LEFT.  TURN LEFT, NORTHWEST, ON LAKEWAY DRIVE FOR 3.05 KM (1.90
 BM1102'MI) TO CHAMPION DRIVE ON THE RIGHT.  TURN RIGHT, NORTHWESTERLY, ON
 BM1102'CHAMPION DRIVE FOR 0.37 KM (0.20 MI) TO FLYING SCOTT ROAD ON THE
 BM1102'RIGHT.  TURN RIGHT, NORTHWEST, ON FLYING SCOTT ROAD FOR 0.1 KM (0.05
 BM1102'MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST, ON THE
 BM1102'ROAD AND ACROSS THE APRON FOR 0.19 KM (0.10 MI) TO THE RUNWAY.  TURN
 BM1102'LEFT, SOUTH-SOUTHEAST, ALONG RUNWAY FOR 0.07 KM (0.05 MI) TO THE
 BM1102'WINDSOCK AND THE STATION.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 BM1102'STAINLESS ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A
 BM1102'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH
 BM1102'THE GROUND.  IT IS SET 15.9 M (52.2 FT) EAST-NORTHEAST OF THE CENTER
 BM1102'OF THE RUNWAY, 5.3 M (17.4 FT) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF
 BM1102'THE APRON, AND 3.5 M (11.5 FT) WEST-SOUTHWEST OF A WINDSOCK, AND 0.2 M
 BM1102'(0.7 FT) NORTH-NORTHWEST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
 BM1102
 BM1102                          STATION RECOVERY (2001)
 BM1102
 BM1102'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGS)
 BM1102'RECOVERED IN GOOD CONDITION.
 BM1102
 BM1102                          STATION RECOVERY (2003)
 BM1102
 BM1102'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0999 ***********************************************************************
 CB0999  SACS        -  This is a Secondary Airport Control Station.
 CB0999  DESIGNATION -  LAKEPORT
 CB0999  PID         -  CB0999
 CB0999  STATE/COUNTY-  TX/REAGAN
 CB0999  USGS QUAD   -  BIG LAKE (1971)
 CB0999
 CB0999                         *CURRENT SURVEY CONTROL
 CB0999  ___________________________________________________________________
 CB0999* NAD 83(1993)-  31 11 39.86036(N)    101 28 16.95694(W)     ADJUSTED  
 CB0999* NAVD 88     -       822.58   (meters)    2698.7    (feet)  GPS OBS   
 CB0999  ___________________________________________________________________
 CB0999  X           -  -1,086,182.535 (meters)                     COMP
 CB0999  Y           -  -5,352,443.000 (meters)                     COMP
 CB0999  Z           -   3,284,763.594 (meters)                     COMP
 CB0999  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CB0999  ELLIP HEIGHT-         798.51  (meters)          (02/14/01) GPS OBS
 CB0999  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0999
 CB0999  HORZ ORDER  -  FIRST
 CB0999  ELLP ORDER  -  FIFTH     CLASS I
 CB0999
 CB0999.This mark is at Reagan Co (E41) Airport (E41)
 CB0999
 CB0999.The horizontal coordinates were established by GPS observations
 CB0999.and adjusted by the National Geodetic Survey in July 1997..
 CB0999
 CB0999.The orthometric height was determined by GPS observations and a
 CB0999.high-resolution geoid model.
 CB0999
 CB0999.GPS derived orthometric heights for airport stations designated as
 CB0999.PACS or SACS are published to 2 decimal places.  This maintains
 CB0999.centimeter relative accuracy between the PACS and SACS.  It does
 CB0999.not indicate centimeter accuracy relative to other marks which are
 CB0999.part of the NAVD 88 network.
 CB0999
 CB0999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CB0999
 CB0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0999
 CB0999.The ellipsoidal height was determined by GPS observations
 CB0999.and is referenced to NAD 83.
 CB0999
 CB0999.The geoid height was determined by GEOID03.
 CB0999
 CB0999;                    North         East     Units Scale Factor Converg.
 CB0999;SPC TX C     - 3,169,912.826   591,547.211   MT  0.99988739   -0 35 10.2
 CB0999;SPC TX C     -10,399,955.66  1,940,767.81   sFT  0.99988739   -0 35 10.2
 CB0999;UTM  14      - 3,453,778.785   264,513.275   MT  1.00028406   -1 16 50.2
 CB0999
 CB0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0999!SPC TX C     -   0.99987462  x   0.99988739  =   0.99976203
 CB0999!UTM  14      -   0.99987462  x   1.00028406  =   1.00015865
 CB0999
 CB0999|---------------------------------------------------------------------|
 CB0999| PID    Reference Object                     Distance      Geod. Az  |
 CB0999|                                                           dddmmss.s |
 CB0999| CB0692 X 1428                              290.172 METERS 15543     |
 CB0999|---------------------------------------------------------------------|
 CB0999
 CB0999                          SUPERSEDED SURVEY CONTROL
 CB0999
 CB0999  ELLIP H (07/01/97)  798.59   (m)                       GP(       ) 5 1
 CB0999  NAD 83(1993)-  31 11 39.86025(N)    101 28 16.95662(W) AD(       ) 3
 CB0999  ELLIP H (02/16/96)  798.60   (m)                       GP(       ) 5 1
 CB0999  ELLIP H (12/21/93)  797.99   (m)                       GP(       ) 4 1
 CB0999  NAD 83(1986)-  31 11 39.86869(N)    101 28 16.94352(W) AD(       ) 3
 CB0999  NGVD 29 (10/23/89)  822.3    (m)         2698.     (f) GPS OBS        
 CB0999
 CB0999.Superseded values are not recommended for survey control.
 CB0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0999.See file dsdata.txt to determine how the superseded data were derived.
 CB0999
 CB0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV6451353779(NAD 83)
 CB0999_MARKER: I = METAL ROD
 CB0999_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CB0999_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CB0999_STAMPING: LAKEPORT 1989
 CB0999_MARK LOGO: NGS   
 CB0999_PROJECTION: FLUSH
 CB0999_MAGNETIC: I = MARKER IS A STEEL ROD
 CB0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0999+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1995
 CB0999_ROD/PIPE-DEPTH: 8.04 meters
 CB0999_SLEEVE-DEPTH  : 0.76 meters
 CB0999
 CB0999  HISTORY     - Date     Condition        Report By
 CB0999  HISTORY     - 1989     MONUMENTED       NGS
 CB0999  HISTORY     - 19910302 GOOD             NGS
 CB0999  HISTORY     - 19950503 GOOD             NGS
 CB0999
 CB0999                          STATION DESCRIPTION
 CB0999
 CB0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CB0999'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) WEST OF BIG LAKE, AT THE
 CB0999'REAGAN COUNTY AIRPORT.  OWNERSHIP--REAGAN COUNTY, COURTHOUSE, BIG
 CB0999'LAKE, TEXAS.  THE AIRPORT MANAGER IS COUNTY JUDGE FRANK SANDEL,
 CB0999'TELEPHONE 915-884-2665.
 CB0999'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 CB0999'HIGHWAY 137 IN BIG LAKE, GO WEST ON U.S. HIGHWAY 67 FOR 0.27 KM
 CB0999'(0.15 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.23 KM
 CB0999'(0.15 MI) TO ROAD END AT A GATE AND THE OFFICE ON THE LEFT.  PASS
 CB0999'THROUGH THE GATE, THEN LEFT, WEST, ON TARMAC THEN NORTHWEST ON THE
 CB0999'RAMP FOR A TOTAL OF 0.14 KM (0.10 MI) TO THE RUNWAY AND THE STATION ON
 CB0999'THE LEFT.
 CB0999'THE STATION IS 110.0 M (360.9 FT) NORTH OF THE SOUTH END OF THE
 CB0999'RUNWAY, 16.4 M (53.8 FT) EAST OF THE RUNWAY CENTERLINE, 15.3 M
 CB0999'(50.2 FT) SOUTHWEST OF THE RAMP CENTERLINE, AND 6.0 M (19.7 FT)
 CB0999'SOUTHEAST OF THE CENTER ONE OF THREE LIGHTS.
 CB0999'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0999'DESCRIBED BY R.D.B.
 CB0999
 CB0999                          STATION RECOVERY (1991)
 CB0999
 CB0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CB0999'RECOVERED IN GOOD CONDITION.
 CB0999
 CB0999                          STATION RECOVERY (1995)
 CB0999
 CB0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CB0999'THE STATION IS ABOUT 0.8 KM (0.50 MI) WEST OF BIG LAKE, AT THE REAGAN
 CB0999'COUNTY AIRPORT.  IN THE GRASS, NEAR THE INTERSECTION OF THE RUNWAY AND
 CB0999'THE NORTHWEST-SOUTHEAST TAXI, SOUTHEAST OF A GROUP OF 3 LIGHTS.
 CB0999'OWNERSHIP--REAGAN COUNTY COURTHOUSE, REAGAN COUNTY, BIG LAKE, TX.
 CB0999'76932.  AIRPORT MANAGER MICHALL ELKINS, PHONE 915-884-2665.  TO REACH
 CB0999'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 67 AND STATE HIGHWAY
 CB0999'137 IN BIG LAKE, GO WEST, 0.27 KM (0.15 MI) ON HIGHWAY 67 TO A PAVED
 CB0999'ROAD ON THE RIGHT.  TURN RIGHT, NORTH, 0.23 KM (0.15 MI) TO A GATE AND
 CB0999'THE OFFICE ON THE LEFT.  PASS THROUGH THE GATE, THEN LEFT,
 CB0999'NORTHWESTERLY, 0.14 KM (0.10 MI) ACROSS APRON AND ALONG TAXI, TO THE
 CB0999'RUNWAY AND THE STATION ON THE LEFT.  STATION IS 110.0 M (360.9 FT)
 CB0999'NORTH OF THE SOUTH END OF THE RUNWAY, 16.4 M (53.8 FT) EAST OF THE
 CB0999'RUNWAY CENTERLINE, 15.3 M (50.2 FT) SOUTHWEST OF THE TAXI CENTERLINE,
 CB0999'6.1 M (20.0 FT) SOUTHEAST OF THE CENTER 1 OF 3 LIGHTS, AND LEVEL WITH
 CB0999'THE RUNWAY AND TAXI.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 CB0999'5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 CB0999'THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2805 ***********************************************************************
 AX2805  SACS        -  This is a Secondary Airport Control Station.
 AX2805  DESIGNATION -  LAKEPORT AZ MK
 AX2805  PID         -  AX2805
 AX2805  STATE/COUNTY-  TX/COLORADO
 AX2805  USGS QUAD   -  EAGLE LAKE (1981)
 AX2805
 AX2805                         *CURRENT SURVEY CONTROL
 AX2805  ___________________________________________________________________
 AX2805* NAD 83(1993)-  29 35 58.56528(N)    096 19 19.33875(W)     ADJUSTED  
 AX2805* NAVD 88     -        55.47   (meters)     182.0    (feet)  GPS OBS   
 AX2805  ___________________________________________________________________
 AX2805  X           -    -611,184.543 (meters)                     COMP
 AX2805  Y           -  -5,516,585.069 (meters)                     COMP
 AX2805  Z           -   3,131,872.882 (meters)                     COMP
 AX2805  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AX2805  ELLIP HEIGHT-          28.10  (meters)          (02/21/01) GPS OBS
 AX2805  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX2805
 AX2805  HORZ ORDER  -  FIRST
 AX2805  ELLP ORDER  -  FOURTH    CLASS II
 AX2805
 AX2805.This mark is at Eagle Lake (ELA) Airport (ELA)
 AX2805
 AX2805.The horizontal coordinates were established by GPS observations
 AX2805.and adjusted by the National Geodetic Survey in March 1997..
 AX2805
 AX2805.The orthometric height was determined by GPS observations and a
 AX2805.high-resolution geoid model.
 AX2805
 AX2805.GPS derived orthometric heights for airport stations designated as
 AX2805.PACS or SACS are published to 2 decimal places.  This maintains
 AX2805.centimeter relative accuracy between the PACS and SACS.  It does
 AX2805.not indicate centimeter accuracy relative to other marks which are
 AX2805.part of the NAVD 88 network.
 AX2805
 AX2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2805
 AX2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2805
 AX2805.The ellipsoidal height was determined by GPS observations
 AX2805.and is referenced to NAD 83.
 AX2805
 AX2805.The geoid height was determined by GEOID03.
 AX2805
 AX2805;                    North         East     Units Scale Factor Converg.
 AX2805;SPC TXSC     - 4,198,719.325   859,362.101   MT  0.99987387   +1 18 43.1
 AX2805;SPC TXSC     -13,775,298.32  2,819,423.83   sFT  0.99987387   +1 18 43.1
 AX2805;UTM  14      - 3,277,414.527   759,362.425   MT  1.00043009   +1 19 24.5
 AX2805
 AX2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2805!SPC TXSC     -   0.99999559  x   0.99987387  =   0.99986946
 AX2805!UTM  14      -   0.99999559  x   1.00043009  =   1.00042567
 AX2805
 AX2805:                Primary Azimuth Mark                     Grid Az
 AX2805:SPC TXSC     -  LAKEPORT                                 173 36 09.0
 AX2805:UTM  14      -  LAKEPORT                                 173 35 27.6
 AX2805
 AX2805|---------------------------------------------------------------------|
 AX2805| PID    Reference Object                     Distance      Geod. Az  |
 AX2805|                                                           dddmmss.s |
 AX2805| AX2802 LAKEPORT                            458.440 METERS 1745452.1 |
 AX2805|---------------------------------------------------------------------|
 AX2805
 AX2805                          SUPERSEDED SURVEY CONTROL
 AX2805
 AX2805  ELLIP H (03/03/97)   28.25   (m)                       GP(       ) 4 2
 AX2805  NAD 83(1993)-  29 35 58.56597(N)    096 19 19.34040(W) AD(       ) 3
 AX2805  ELLIP H (02/16/96)   28.04   (m)                       GP(       ) 5 1
 AX2805  ELLIP H (01/21/93)   28.00   (m)                       GP(       ) 4 2
 AX2805  NAD 83(1986)-  29 35 58.58187(N)    096 19 19.32133(W) AD(       ) 3
 AX2805  NAD 83(1986)-  29 35 58.58185(N)    096 19 19.32059(W) AD(       ) 3
 AX2805  NGVD 29 (06/12/91)   55.3    (m)          181.     (f) GPS OBS        
 AX2805
 AX2805.Superseded values are not recommended for survey control.
 AX2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2805.See file dsdata.txt to determine how the superseded data were derived.
 AX2805
 AX2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5936277415(NAD 83)
 AX2805_MARKER: I = METAL ROD
 AX2805_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AX2805_SP_SET: OBJECT DRIVEN INTO GROUND
 AX2805_STAMPING: LAKEPORT AZ MK 1987
 AX2805_MARK LOGO: NGS   
 AX2805_MAGNETIC: I = MARKER IS A STEEL ROD
 AX2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2805+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1994
 AX2805
 AX2805  HISTORY     - Date     Condition        Report By
 AX2805  HISTORY     - 1987     MONUMENTED       NGS
 AX2805  HISTORY     - 19941215 GOOD             NGS
 AX2805
 AX2805                          STATION DESCRIPTION
 AX2805
 AX2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AX2805'THE STATION IS LOCATED ABOUT 25.7 KM (16.0 MI)
 AX2805'SOUTHWEST OF SEALY, 19.3 KM (12.0 MI) SOUTHEAST OF ALLEYTOWN, 1.6
 AX2805'KM (1.0 MI) NORTH-NORTHEAST OF EAGLE LAKE AND AT THE EAGLE LAKE
 AX2805'MUNICIPAL AIRPORT.
 AX2805'OWNERSHIP--CITY OF EAGLE LAKE, C/O R A KLOCKMAN, BOX 35, EAGLE LAKE
 AX2805'TX 77434, PHONE 409-234-2640.
 AX2805'
 AX2805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90A AND FARM
 AX2805'ROAD 3013 ON THE SOUTHEAST SIDE OF EAGLE LAKE.  GO NORTHWEST ON
 AX2805'U.S. HIGHWAY 90A FOR 1.5 KM (0.95 MI) TO LAKE AVENUE ON THE RIGHT.
 AX2805'TURN RIGHT AND GO NORTHEAST FOR 1.4 KM (0.85 MI) TO THE WEST EDGE
 AX2805'OF THE APRON ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST ACROSS APRON
 AX2805'FOR 0.3 KM (0.2 MI), THENCE TURN LEFT AND GO NORTH FOR 0.1 KM (0.05
 AX2805'MI) TO STATION LAKEPORT ON THE LEFT, CONTINUE NORTH ON THE RUNWAY
 AX2805'FOR 0.5 KM ( 0.3 MI) TO THE STATION ON THE LEFT AT THE 8TH RUNWAY
 AX2805'LIGHT NORTH FROM THE SOUTH END OF THE RUNWAY.
 AX2805'
 AX2805'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AX2805'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE 3 FEET LONG
 AX2805'FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A LOGO
 AX2805'CAP STAMPED---LAKEPORT AZ MK 1987---, THE ROD IS RECESSED 1 CM
 AX2805'BELOW THE GROUND SURFACE.  LOCATED
 AX2805'14.4 METERS (47.2 FT) WEST FROM THE CENTERLINE OF THE RUNWAY,
 AX2805'14.3 METERS (46.9 FT) EAST FROM A FENCE LINE,
 AX2805'3.6 METERS (11.8 FT) NORTHWEST FROM A RUNWAY LIGHT AND
 AX2805'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 AX2805'
 AX2805'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AX2805'
 AX2805'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AX2805'
 AX2805'DESCRIBED BY B.L. LAMBERT.
 AX2805
 AX2805                          STATION RECOVERY (1994)
 AX2805
 AX2805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (KRN)
 AX2805'MARK IS A SECONDARY AIRPORT CONTROL STATION.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1103 ***********************************************************************
 BM1103  SACS        -  This is a Secondary Airport Control Station.
 BM1103  DESIGNATION -  LAKEPORT AZ MK
 BM1103  PID         -  BM1103
 BM1103  STATE/COUNTY-  TX/TRAVIS
 BM1103  USGS QUAD   -  BEE CAVE (1986)
 BM1103
 BM1103                         *CURRENT SURVEY CONTROL
 BM1103  ___________________________________________________________________
 BM1103* NAD 83(1993)-  30 21 42.00289(N)    097 59 44.03407(W)     ADJUSTED  
 BM1103* NAVD 88     -       268.87   (meters)     882.1    (feet)  GPS OBS   
 BM1103  ___________________________________________________________________
 BM1103  X           -    -766,186.493 (meters)                     COMP
 BM1103  Y           -  -5,454,763.774 (meters)                     COMP
 BM1103  Z           -   3,205,154.766 (meters)                     COMP
 BM1103  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 BM1103  ELLIP HEIGHT-         243.59  (meters)          (07/11/01) GPS OBS
 BM1103  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 BM1103
 BM1103  HORZ ORDER  -  FIRST
 BM1103  ELLP ORDER  -  FIFTH     CLASS I
 BM1103
 BM1103.This mark is at Lakeway Airpark (3R9)  (3R9)
 BM1103
 BM1103.The horizontal coordinates were established by GPS observations
 BM1103.and adjusted by the National Geodetic Survey in September 1996..
 BM1103
 BM1103.The orthometric height was determined by GPS observations and a
 BM1103.high-resolution geoid model.
 BM1103
 BM1103.GPS derived orthometric heights for airport stations designated as
 BM1103.PACS or SACS are published to 2 decimal places.  This maintains
 BM1103.centimeter relative accuracy between the PACS and SACS.  It does
 BM1103.not indicate centimeter accuracy relative to other marks which are
 BM1103.part of the NAVD 88 network.
 BM1103
 BM1103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1103
 BM1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1103
 BM1103.The ellipsoidal height was determined by GPS observations
 BM1103.and is referenced to NAD 83.
 BM1103
 BM1103.The geoid height was determined by GEOID03.
 BM1103
 BM1103;                    North         East     Units Scale Factor Converg.
 BM1103;SPC TX C     - 3,079,406.674   924,710.963   MT  0.99994362   +1 12 14.7
 BM1103;SPC TX C     -10,103,020.06  3,033,822.55   sFT  0.99994362   +1 12 14.7
 BM1103;UTM  14      - 3,359,289.823   596,524.660   MT  0.99971494   +0 30 27.9
 BM1103
 BM1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1103!SPC TX C     -   0.99996175  x   0.99994362  =   0.99990537
 BM1103!UTM  14      -   0.99996175  x   0.99971494  =   0.99967670
 BM1103
 BM1103:                Primary Azimuth Mark                     Grid Az
 BM1103:SPC TX C     -  LAKEPORT                                 163 58 32.5
 BM1103:UTM  14      -  LAKEPORT                                 164 40 19.3
 BM1103
 BM1103|---------------------------------------------------------------------|
 BM1103| PID    Reference Object                     Distance      Geod. Az  |
 BM1103|                                                           dddmmss.s |
 BM1103| BM1102 LAKEPORT                            478.411 METERS 1651047.2 |
 BM1103|---------------------------------------------------------------------|
 BM1103
 BM1103                          SUPERSEDED SURVEY CONTROL
 BM1103
 BM1103  ELLIP H (09/03/96)  243.63   (m)                       GP(       ) 5 1
 BM1103  NAD 83(1993)-  30 21 42.00279(N)    097 59 44.03326(W) AD(       ) 3
 BM1103  ELLIP H (02/16/96)  243.78   (m)                       GP(       ) 5 1
 BM1103  NAD 83(1986)-  30 21 42.00564(N)    097 59 44.03524(W) AD(       ) 3
 BM1103  NAD 27      -  30 21 41.28179(N)    097 59 42.95991(W) AD(       ) 3
 BM1103  NGVD 29 (12/08/88)  268.8    (m)          882.     (f) GPS OBS        
 BM1103
 BM1103.Superseded values are not recommended for survey control.
 BM1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1103.See file dsdata.txt to determine how the superseded data were derived.
 BM1103
 BM1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9652559290(NAD 83)
 BM1103_MARKER: I = METAL ROD
 BM1103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1103_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1103_STAMPING: LAKEPORT AZ MK 1988
 BM1103_MARK LOGO: NGS   
 BM1103_PROJECTION: RECESSED 1 CENTIMETERS
 BM1103_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1103+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2003
 BM1103_ROD/PIPE-DEPTH: 3.0  meters
 BM1103_SLEEVE-DEPTH  : 0.76 meters
 BM1103
 BM1103  HISTORY     - Date     Condition        Report By
 BM1103  HISTORY     - 1988     MONUMENTED       NGS
 BM1103  HISTORY     - 19941215 GOOD             NGS
 BM1103  HISTORY     - 20030601 GOOD             USPSQD
 BM1103
 BM1103                          STATION DESCRIPTION
 BM1103
 BM1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1103'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF BEE CAVE AT
 BM1103'THE LAKEWAY AIRPARK.  OWNERSHIP--LAKEWAY COMPANY C/O LINDA HARRIGAL,
 BM1103'FLYING SCOTT ROAD, LAKEWAY TX.  TELEPHONE NUMBER 512-261-7344.
 BM1103'AIRPORT MANAGER RICK ROBBINS, LAKEWAY BOULEVARD.  OFFICE TELEPHONE
 BM1103'NUMBER 512-261-7250.
 BM1103'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND FARM
 BM1103'ROAD 620 IN BEE CAVE.  GO NORTHERLY ON FARM ROAD 620 FOR 6.4 KM
 BM1103'(4.00 MI) TO WORLD OF TENNIS BOULEVARD, ON THE LEFT.  TURN LEFT AND GO
 BM1103'3.2 KM (2.00 MI) TO CHAMPION DRIVE, ON THE RIGHT.  TURN RIGHT AND GO
 BM1103'0.4 KM (0.25 MI) TO FLYING SCOTT ROAD, ON THE RIGHT.  TURN RIGHT FOR
 BM1103'0.6 KM (0.35 MI), PASSING THE OFFICE, AND GO NORTH ALONG THE RUNWAY
 BM1103'TO THE AZIMUTH ON THE LEFT, THE WEST SIDE OF THE RUNWAY AND NORTH OF
 BM1103'A DRIVE LEADING TO A TWO STORY TAN HOUSE.
 BM1103'THE MARK IS SET 13.8 M (45.3 FT) WEST OF THE CENTERLINE OF THE RUNWAY,
 BM1103'8.5 M (27.9 FT) NORTH OF THE CENTER OF THE DRIVEWAY, LEADING TO THE
 BM1103'HOUSE AND 7.0 M (23.0 FT) NORTHEAST OF THE NORTH END OF A CONCRETE
 BM1103'CULVERT, UNDER THE DRIVE.
 BM1103'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1103'DESCRIBED BY R.D.B.
 BM1103
 BM1103                          STATION RECOVERY (1994)
 BM1103
 BM1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 BM1103'RECOVERED AS DESCRIBED.
 BM1103
 BM1103                          STATION RECOVERY (2003)
 BM1103
 BM1103'RECOVERY NOTE BY US POWER SQUADRON 2003 (JGS)
 BM1103'DESCRIPTION IS GOOD EXCEPT DRIVEWAY/TAXIWAY TO THE TAN HOUSE HAS BEEN
 BM1103' 
 BM1103'REMOVED.  HELPFUL EVIDENCE OF THE DRIVE AND CULVERT STILL EXIST,
 BM1103'HOWEVER. MARK IS ABOUT 20 METERS (65 FT) SOUTHEAST OF A SMALL SCRUB
 BM1103'CEDAR TREE STANDING ALONE ON THE WEST BERM ABOVE THE RUNWAY.  THERE IS
 BM1103'NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0880 ***********************************************************************
 GK0880  DESIGNATION -  LAKESIDE
 GK0880  PID         -  GK0880
 GK0880  STATE/COUNTY-  TX/HANSFORD
 GK0880  USGS QUAD   -  GRUVER (1973)
 GK0880
 GK0880                         *CURRENT SURVEY CONTROL
 GK0880  ___________________________________________________________________
 GK0880* NAD 83(1993)-  36 16 11.45286(N)    101 29 58.88617(W)     ADJUSTED  
 GK0880* NAVD 88     -      1000.     (meters)    3281.     (feet)  SCALED    
 GK0880  ___________________________________________________________________
 GK0880  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 GK0880  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 GK0880
 GK0880  HORZ ORDER  -  THIRD
 GK0880
 GK0880.The horizontal coordinates were established by classical geodetic methods
 GK0880.and adjusted by the National Geodetic Survey in February 1996..
 GK0880
 GK0880.The orthometric height was scaled from a topographic map.
 GK0880
 GK0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0880
 GK0880.The geoid height was determined by GEOID03.
 GK0880
 GK0880;                    North         East     Units Scale Factor Converg.
 GK0880;SPC TX N     - 1,251,820.917   200,027.802   MT  1.00002133   +0 00 00.6
 GK0880;SPC TX N     - 4,107,015.79    656,257.88   sFT  1.00002133   +0 00 00.6
 GK0880;UTM  14      - 4,016,777.980   275,457.292   MT  1.00022127   -1 28 45.9
 GK0880
 GK0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0880!SPC TX N     -   0.99984720  x   1.00002133  =   0.99986853
 GK0880!UTM  14      -   0.99984720  x   1.00022127  =   1.00006844
 GK0880
 GK0880:                Primary Azimuth Mark                     Grid Az
 GK0880:SPC TX N     -  LAKESIDE AZ MK                           088 58 07.9
 GK0880:UTM  14      -  LAKESIDE AZ MK                           090 26 54.4
 GK0880
 GK0880|---------------------------------------------------------------------|
 GK0880| PID    Reference Object                     Distance      Geod. Az  |
 GK0880|                                                           dddmmss.s |
 GK0880| CM8925 LAKESIDE AZ MK                                     0885808.5 |
 GK0880| CM8927 LAKESIDE RM 2                        19.741 METERS 09246     |
 GK0880| CM8928 LAKESIDE RM 3                        25.237 METERS 09254     |
 GK0880| GK0882 GRUVER MUNICIPAL TANK               APPROX. 8.3 KM 0934015.2 |
 GK0880| CM8929 LAKESIDE RM 4                        21.480 METERS 26648     |
 GK0880| CM8926 LAKESIDE RM 1                        28.298 METERS 35913     |
 GK0880|---------------------------------------------------------------------|
 GK0880
 GK0880                          SUPERSEDED SURVEY CONTROL
 GK0880
 GK0880  NAD 83(1993)-  36 16 11.45185(N)    101 29 58.88801(W) AD(       ) 3
 GK0880  NAD 83(1986)-  36 16 11.46244(N)    101 29 58.87105(W) AD(       ) 3
 GK0880  NAD 27      -  36 16 11.35200(N)    101 29 57.28300(W) AD(       ) 3
 GK0880
 GK0880.Superseded values are not recommended for survey control.
 GK0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0880.See file dsdata.txt to determine how the superseded data were derived.
 GK0880
 GK0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7545716778(NAD 83)
 GK0880_MARKER: DS = TRIANGULATION STATION DISK
 GK0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0880
 GK0880  HISTORY     - Date     Condition        Report By
 GK0880  HISTORY     - 1952     MONUMENTED       CGS
 GK0880  HISTORY     - 1964     GOOD             CGS
 GK0880  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GK0880  HISTORY     - 1974     SEE DESCRIPTION  USGS
 GK0880
 GK0880                          STATION DESCRIPTION
 GK0880
 GK0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0880'STATION IS LOCATED, AIRLINE, ABOUT 5 MILES WEST OF GRUVER,
 GK0880'ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 289.
 GK0880'
 GK0880'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 GK0880'GRUVER, GO NORTH FOR 0.35 MILE.  TURN LEFT, WEST, CROSS THE
 GK0880'RAILROAD TRACKS, AND CONTINUE WEST ON FARM ROAD 289 FOR 4.25
 GK0880'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.8
 GK0880'MILE TO THE STATION ON THE LEFT SIDE OF THE ROAD.
 GK0880'
 GK0880'STATION MARK, STAMPED LAKESIDE 1952, IS A STANDARD DISK SET
 GK0880'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GK0880'AND PROJECTING 2 INCHES.  IT IS 39 FEET SOUTH OF THE CENTERLINE
 GK0880'OF THE ROAD AND 4 FEET NORTH OF A FENCE LINE.
 GK0880'
 GK0880'REFERENCE MARK NUMBER 1, STAMPED LAKESIDE NO 1 1952, IS A
 GK0880'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 GK0880'IN DIAMETER, FLUSH WITH THE GROUND AND AT THE STATION ELEVATION.
 GK0880'IT IS 42 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 GK0880'SOUTH OF A FENCE LINE.
 GK0880'
 GK0880'REFERENCE MARK NUMBER 2, STAMPED LAKESIDE NO 2 1952, IS A
 GK0880'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 GK0880'IN DIAMETER, PROJECTING 6 INCHES AND AT THE STATION ELEVATION.
 GK0880'IT IS 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 18 INCHES
 GK0880'NORTH OF THE FENCE LINE.
 GK0880'
 GK0880'AZIMUTH MARK, STAMPED LAKESIDE 1952, IS A STANDARD DISK SET
 GK0880'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK0880'PROJECTING 2 INCHES.  IT IS 39 FEET NORTH OF THE CENTERLINE
 GK0880'OF THE ROAD AND IN THE FENCE LINE.  ALL MARKS ARE IN THE ROAD
 GK0880'RIGHT-OF-WAY.
 GK0880'
 GK0880'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GK0880
 GK0880                          STATION RECOVERY (1964)
 GK0880
 GK0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 GK0880'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 GK0880'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 GK0880'FOUND TO BE DESTROYED.  A NEW REFERENCE MARK NO. 3 WAS SET.
 GK0880'A COMPLETE DESCRIPTION IS AS FOLLOWS--
 GK0880'
 GK0880'THE STATION IS ABOUT 5-3/4 MILES WEST OF GRUVER, ALONG THE
 GK0880'SOUTH RIGHT-OF-WAY OF FARM-TO-MARKET 289.
 GK0880'
 GK0880'TO REACH THE STATION FROM THE POST OFFICE IN GRUVER, GO NORTH
 GK0880'0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 136 AND FARM-TO-MARKET
 GK0880'ROAD 289.  TURN LEFT, WEST, AND FOLLOW FARM-TO-MARKET ROAD 289
 GK0880'FOR 4.45 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GK0880'ON FARM-TO-MARKET ROAD 289 FOR 0.75 MILE TO BENCH MARK H 338
 GK0880'1952 ON THE RIGHT.  CONTINUE WEST ALONG HIGHWAY 0.15 MILE TO
 GK0880'THE STATION ON THE LEFT.
 GK0880'
 GK0880'STATION MARK, A STANDARD DISK STAMPED LAKESIDE 1952, IS SET
 GK0880'IN A ROUND CONCRETE POST 12 INCHES IN DIAMETER, PROJECTING
 GK0880'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 46 FEET SOUTH
 GK0880'OF THE CENTER LINE OF HIGHWAY, 71 FEET EAST OF A TELEPHONE
 GK0880'POLE, AND 5 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND
 GK0880'STATION DISK WAS NOT INSPECTED.
 GK0880'
 GK0880'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAKESIDE NO 1
 GK0880'1952, IS SET IN A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GK0880'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET
 GK0880'NORTH OF THE CENTER LINE OF HIGHWAY, 115 FEET WEST OF A POWER
 GK0880'LINE POLE, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 GK0880'
 GK0880'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LAKESIDE NO 3
 GK0880'1952, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 GK0880'4 INCHES.  IT IS 50 FEET SOUTH OF THE CENTER LINE OF HIGHWAY,
 GK0880'12 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF THE
 GK0880'RIGHT-OF-WAY FENCE.
 GK0880'
 GK0880'AZIMUTH MARK, A STANDARD DISK STAMPED LAKESIDE 1952, IS SET
 GK0880'IN A ROUND CONCRETE POST 12 INCHES IN DIAMETER, PROJECTING
 GK0880'3 INCHES.  IT IS 49 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 GK0880'19 FEET EAST OF A POWER LINE POLE, AND 1 FOOT SOUTHWEST OF A
 GK0880'METAL WITNESS POST.
 GK0880'
 GK0880'BENCH MARK H 338 1952, A STANDARD COAST AND GEODETIC SURVEY
 GK0880'DISK STAMPED H 338 1952, IS SET IN A ROUND CONCRETE POST,
 GK0880'PROJECTING 3 INCHES.  IT IS 49 FEET NORTH OF THE CENTER LINE
 GK0880'OF HIGHWAY, 40 FEET WEST OF A PRIVATE DRIVEWAY, 2 FEET EAST
 GK0880'OF A 4 IN X 4 IN WOODEN WITNESS POST, AND 1 FOOT SOUTH OF THE
 GK0880'RIGHT-OF-WAY FENCE.
 GK0880'
 GK0880'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 GK0880
 GK0880                          STATION RECOVERY (1969)
 GK0880
 GK0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0880'STATION MARK FOUND IN FAIR CONDITION AND APPEARED TO HAVE
 GK0880'BEEN RESET RECENTLY.  REFERENCE MARK NO. 1 FOUND DESTROYED.
 GK0880'REFERENCE MARK NO. 3, AZIMUTH MARK AND BM H 338 1952 WERE
 GK0880'FOUND IN GOOD CONDITION.  A CHECK WAS MADE OF THE DIRECTIONS
 GK0880'TO THE MARKS AND FOUND TO BE CORRECT.  STATION MARK WAS
 GK0880'RE-ENFORCED WITH CONCRETE AND A REFERENCE MARK NO. 4 WAS SET,
 GK0880'50 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 15, 3 FEET
 GK0880'NORTH OF A TELEPHONE POLE AND 1 FOOT NORTH OF THE FENCE.
 GK0880'
 GK0880'THE 1964 DESCRIPTION IS ADEQUATELY DESCRIBED EXCEPT THE STATION
 GK0880'IS NOW LOCATED ALONG STATE HIGHWAY 15 INSTEAD OF FARM-TO-MARKET
 GK0880'ROAD 289.
 GK0880'
 GK0880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 GK0880'WEST OF GRUVER
 GK0880
 GK0880                          STATION RECOVERY (1974)
 GK0880
 GK0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RAH)
 GK0880'THE METAL TABLET HAS BEEN REMOVED WITH THE STEM LEFT IN THE
 GK0880'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2663 ***********************************************************************
 AX2663  DESIGNATION -  LAKESIDE IRRIGATION CO STACK
 AX2663  PID         -  AX2663
 AX2663  STATE/COUNTY-  TX/COLORADO
 AX2663  USGS QUAD   -  ALTAIR (1981)
 AX2663
 AX2663                         *CURRENT SURVEY CONTROL
 AX2663  ___________________________________________________________________
 AX2663* NAD 83(1993)-  29 34 12.24770(N)    096 24 05.36438(W)     ADJUSTED  
 AX2663* NAVD 88     -                                                        
 AX2663  ___________________________________________________________________
 AX2663  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AX2663  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX2663
 AX2663  HORZ ORDER  -  THIRD
 AX2663
 AX2663.The horizontal coordinates were established by classical geodetic methods
 AX2663.and adjusted by the National Geodetic Survey in February 1996..
 AX2663
 AX2663
 AX2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2663
 AX2663.The geoid height was determined by GEOID03.
 AX2663
 AX2663;                    North         East     Units Scale Factor Converg.
 AX2663;SPC TXSC     - 4,195,273.401   851,741.177   MT  0.99987163   +1 16 23.0
 AX2663;SPC TXSC     -13,763,992.82  2,794,420.84   sFT  0.99987163   +1 16 23.0
 AX2663;UTM  14      - 3,273,965.338   751,738.082   MT  1.00038200   +1 16 58.8
 AX2663
 AX2663                          SUPERSEDED SURVEY CONTROL
 AX2663
 AX2663  NAD 83(1986)-  29 34 12.26238(N)    096 24 05.34976(W) AD(       ) 4
 AX2663  NAD 27      -  29 34 11.40200(N)    096 24 04.46400(W) AD(       ) 3
 AX2663
 AX2663.Superseded values are not recommended for survey control.
 AX2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2663.See file dsdata.txt to determine how the superseded data were derived.
 AX2663
 AX2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5173873965(NAD 83)
 AX2663_MARKER: 75 = BELFRY
 AX2663
 AX2663  HISTORY     - Date     Condition        Report By
 AX2663  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2663
 AX2663                          STATION DESCRIPTION
 AX2663
 AX2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2663'THIS INTERSECTION STATION IS LOCATED ABOUT 5 MILES, AIR LINE,
 AX2663'WSW FROM EAGLE LAKE.  IT IS OWNED BY THE LAKESIDE IRRIGATION
 AX2663'COMPANY AND IS KNOWN AS THE RIVER PLANT PUMPING STATION.  IT
 AX2663'IS ABOUT 10 FEET IN DIAMETER, 100 FEET HIGH, PAINTED WHITE.
 AX2663'
 AX2663'REACHED FROM JUNCTION OF T 71 AND T 200 AT ALTAIR BY GOING W
 AX2663'ON T 200 FOR 3.3 MILES TO STEEL BRIDGE OVER COLORADO RIVER.
 AX2663'CONTINUE ON T 22 FOR 1.0 MILE TO GRAVEL ROAD RIGHT.  TURN RIGHT
 AX2663'FOR 1.5 MILES TO WIRE GATE.  GO THROUGH GATE FOR 0.3 MILE TO
 AX2663'STACK ON RIGHT.  THE TOP WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0798 ***********************************************************************
 DO0798  DESIGNATION -  LAKESIDE SW BELL RAD MAST
 DO0798  PID         -  DO0798
 DO0798  STATE/COUNTY-  TX/ARCHER
 DO0798  USGS QUAD   -  LAKE WICHITA (1981)
 DO0798
 DO0798                         *CURRENT SURVEY CONTROL
 DO0798  ___________________________________________________________________
 DO0798* NAD 83(1993)-  33 45 42.41527(N)    098 36 21.83156(W)     ADJUSTED  
 DO0798* NAVD 88     -                                                        
 DO0798  ___________________________________________________________________
 DO0798  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DO0798  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DO0798
 DO0798  HORZ ORDER  -  THIRD
 DO0798
 DO0798.The horizontal coordinates were established by classical geodetic methods
 DO0798.and adjusted by the National Geodetic Survey in February 1996..
 DO0798
 DO0798
 DO0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0798
 DO0798.The geoid height was determined by GEOID03.
 DO0798
 DO0798;                    North         East     Units Scale Factor Converg.
 DO0798;SPC TXNC     - 2,232,339.314   590,174.502   MT  0.99994928   -0 03 28.2
 DO0798;SPC TXNC     - 7,323,933.23  1,936,264.18   sFT  0.99994928   -0 03 28.2
 DO0798;UTM  14      - 3,735,813.048   536,480.452   MT  0.99961641   +0 13 08.1
 DO0798
 DO0798                          SUPERSEDED SURVEY CONTROL
 DO0798
 DO0798  NAD 83(1993)-  33 45 42.41559(N)    098 36 21.83106(W) AD(       ) 4
 DO0798  NAD 83(1986)-  33 45 42.41837(N)    098 36 21.81937(W) AD(       ) 4
 DO0798  NAD 27      -  33 45 42.05672(N)    098 36 20.61155(W) AD(       ) 3
 DO0798
 DO0798.Superseded values are not recommended for survey control.
 DO0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0798.See file dsdata.txt to determine how the superseded data were derived.
 DO0798
 DO0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3648035813(NAD 83)
 DO0798_MARKER: 42 = RADIO/TV MAST
 DO0798
 DO0798  HISTORY     - Date     Condition        Report By
 DO0798  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0798
 DO0798                          STATION DESCRIPTION
 DO0798
 DO0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0798'LAKESIDE, SOUTHWESTERN BELL RADIO MAST IS A TRIANGULAR STEEL
 DO0798'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE AND AN
 DO0798'OVERALL HEIGHT OF 400 FEET.
 DO0798'
 DO0798'THE MAST IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF LAKESIDE,
 DO0798'11-1/2 MILES NORTH OF ARCHER CITY.
 DO0798'
 DO0798'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 79 AND FARM ROAD
 DO0798'2224, GO WEST ON FARM ROAD 2224 FOR 0.25 MILE TO A SIDE ROAD
 DO0798'RIGHT.  TURN RIGHT NORTH ON BLADED ROAD FOR 0.45 MILE TO THE MAST.
 DO0798'
 DO0798'STATION IS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2022 ***********************************************************************
 FL2022  DESIGNATION -  LAKETON
 FL2022  PID         -  FL2022
 FL2022  STATE/COUNTY-  TX/GRAY
 FL2022  USGS QUAD   -  LAKETON (1966)
 FL2022
 FL2022                         *CURRENT SURVEY CONTROL
 FL2022  ___________________________________________________________________
 FL2022* NAD 83(1993)-  35 32 39.30113(N)    100 37 59.81038(W)     ADJUSTED  
 FL2022* NAVD 88     -       931.     (meters)    3054.     (feet)  SCALED    
 FL2022  ___________________________________________________________________
 FL2022  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 FL2022  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FL2022
 FL2022  HORZ ORDER  -  FIRST
 FL2022
 FL2022.The horizontal coordinates were established by classical geodetic methods
 FL2022.and adjusted by the National Geodetic Survey in February 1996..
 FL2022
 FL2022.The orthometric height was scaled from a topographic map.
 FL2022
 FL2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2022
 FL2022.The geoid height was determined by GEOID03.
 FL2022
 FL2022;                    North         East     Units Scale Factor Converg.
 FL2022;SPC TX N     - 1,171,658.748   278,585.946   MT  0.99991330   +0 30 08.3
 FL2022;SPC TX N     - 3,844,017.08    913,994.06   sFT  0.99991330   +0 30 08.3
 FL2022;UTM  14      - 3,934,627.994   351,947.441   MT  0.99987012   -0 56 58.7
 FL2022
 FL2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2022!SPC TX N     -   0.99985800  x   0.99991330  =   0.99977131
 FL2022!UTM  14      -   0.99985800  x   0.99987012  =   0.99972814
 FL2022
 FL2022|---------------------------------------------------------------------|
 FL2022| PID    Reference Object                     Distance      Geod. Az  |
 FL2022|                                                           dddmmss.s |
 FL2022| CK9227 LAKETON RM 1                         26.608 METERS 00943     |
 FL2022| FL2024 LAKETON SANTA FE RR STANDPIPE       151.520 METERS 06827     |
 FL2022| FL2021 LAKETON WHEAT GROWERS ELEV          418.035 METERS 0914157.4 |
 FL2022| CK9226 LAKETON AZ MK                                      1775342.1 |
 FL2022| CK9228 LAKETON RM 2                         26.737 METERS 29229     |
 FL2022|---------------------------------------------------------------------|
 FL2022
 FL2022                          SUPERSEDED SURVEY CONTROL
 FL2022
 FL2022  NAD 83(1993)-  35 32 39.30227(N)    100 37 59.80964(W) AD(       ) 1
 FL2022  NAD 83(1986)-  35 32 39.30618(N)    100 37 59.79956(W) AD(       ) 1
 FL2022  NAD 27      -  35 32 39.14100(N)    100 37 58.30700(W) AD(       ) 1
 FL2022
 FL2022.Superseded values are not recommended for survey control.
 FL2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2022.See file dsdata.txt to determine how the superseded data were derived.
 FL2022
 FL2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5194734628(NAD 83)
 FL2022_MARKER: DS = TRIANGULATION STATION DISK
 FL2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2022
 FL2022  HISTORY     - Date     Condition        Report By
 FL2022  HISTORY     - 1951     MONUMENTED       CGS
 FL2022  HISTORY     - 1956     GOOD             CGS
 FL2022  HISTORY     - 1961     GOOD             CGS
 FL2022
 FL2022                          STATION DESCRIPTION
 FL2022
 FL2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2022'THE STATION IS LOCATED ABOUT 50 YARDS WEST OF A GROCERY STORE
 FL2022'AND GAS STATION, 120 FEET NORTH OF STATE ROUTE 152, 80 FEET
 FL2022'WEST OF FARM ROAD 748, AND 20 FEET SOUTH OF A WITNESS POST.
 FL2022'THE MARK IS A BRONZE DISK STAMPED LAKETON 1951, AND SET
 FL2022'IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 FL2022'
 FL2022'REFERENCE MARK NO. 1 IS 60 FEET WEST OF FARM ROAD 748 AND 5
 FL2022'FEET EAST OF A NORTH-SOUTH FENCE.  THE MARK IS A BRONZE DISK
 FL2022'STAMPED LAKETON NO 1 1951, AND SET IN A SQUARE CONCRETE
 FL2022'POST THAT PROJECTS 2 INCHES.
 FL2022'
 FL2022'REFERENCE MARK NO. 2 IS 120 FEET NORTH OF STATE ROUTE 152
 FL2022'AND 20 FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK IS A BRONZE
 FL2022'DISK STAMPED LAKETON NO 2 1951, AND SET IN A SQUARE CONCRETE
 FL2022'POST THAT PROJECTS 2 INCHES.
 FL2022'
 FL2022'THE AZIMUTH MARK IS 42 FEET EAST OF A CATTLE GUARD, 2 FEET
 FL2022'NORTH OF A WITNESS POST AND IN A FENCE CORNER.  THE MARK IS
 FL2022'A BRONZE DISK STAMPED LAKETON 1951, AND SET IN A SQUARE
 FL2022'CONCRETE POST THAT PROJECTS 3 INCHES.
 FL2022'
 FL2022'TO REACH THE STATION FROM THE LAKETON POST OFFICE.  GO WEST
 FL2022'ON STATE ROUTE 152 FOR 0.1 MILE TO THE STATION ON THE RIGHT
 FL2022'AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION.
 FL2022'GO SOUTH ON A DIRT ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT
 FL2022'AS DESCRIBED.
 FL2022
 FL2022                          STATION RECOVERY (1956)
 FL2022
 FL2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2022'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL2022'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL2022'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL2022
 FL2022                          STATION RECOVERY (1961)
 FL2022
 FL2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CB)
 FL2022'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL2022'THE STATION AND REFERENCE MARK NO. 2 ARE BURIED UNDER A LARGE
 FL2022'PILE OF DIRT FROM HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2024 ***********************************************************************
 FL2024  DESIGNATION -  LAKETON SANTA FE RR STANDPIPE
 FL2024  PID         -  FL2024
 FL2024  STATE/COUNTY-  TX/GRAY
 FL2024  USGS QUAD   -  LAKETON (1966)
 FL2024
 FL2024                         *CURRENT SURVEY CONTROL
 FL2024  ___________________________________________________________________
 FL2024* NAD 83(1993)-  35 32 41.10668(N)    100 37 54.21532(W)     ADJUSTED  
 FL2024* NAVD 88     -                                                        
 FL2024  ___________________________________________________________________
 FL2024  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 FL2024  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FL2024
 FL2024  HORZ ORDER  -  THIRD
 FL2024
 FL2024.The horizontal coordinates were established by classical geodetic methods
 FL2024.and adjusted by the National Geodetic Survey in February 1996..
 FL2024
 FL2024
 FL2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2024
 FL2024.The geoid height was determined by GEOID03.
 FL2024
 FL2024;                    North         East     Units Scale Factor Converg.
 FL2024;SPC TX N     - 1,171,715.624   278,726.373   MT  0.99991332   +0 30 11.5
 FL2024;SPC TX N     - 3,844,203.68    914,454.78   sFT  0.99991332   +0 30 11.5
 FL2024;UTM  14      - 3,934,681.291   352,089.257   MT  0.99986960   -0 56 55.5
 FL2024
 FL2024                          SUPERSEDED SURVEY CONTROL
 FL2024
 FL2024  NAD 83(1993)-  35 32 41.10782(N)    100 37 54.21455(W) AD(       ) 4
 FL2024  NAD 83(1986)-  35 32 41.11275(N)    100 37 54.20396(W) AD(       ) 4
 FL2024  NAD 27      -  35 32 40.95000(N)    100 37 52.71000(W) AD(       ) 3
 FL2024
 FL2024.Superseded values are not recommended for survey control.
 FL2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2024.See file dsdata.txt to determine how the superseded data were derived.
 FL2024
 FL2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5208934681(NAD 83)
 FL2024_MARKER: 52 = STANDPIPE TANK
 FL2024
 FL2024  HISTORY     - Date     Condition        Report By
 FL2024  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2024
 FL2024                          STATION DESCRIPTION
 FL2024
 FL2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2024'A BLACK WATER STANDPIPE, 0.1 MILE NORTH OF POST OFFICE IN LAKETON.
 FL2024'TOP CENTER WAS POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2021 ***********************************************************************
 FL2021  DESIGNATION -  LAKETON WHEAT GROWERS ELEV
 FL2021  PID         -  FL2021
 FL2021  STATE/COUNTY-  TX/GRAY
 FL2021  USGS QUAD   -  LAKETON (1966)
 FL2021
 FL2021                         *CURRENT SURVEY CONTROL
 FL2021  ___________________________________________________________________
 FL2021* NAD 83(1993)-  35 32 38.89859(N)    100 37 43.22161(W)     ADJUSTED  
 FL2021* NAVD 88     -                                                        
 FL2021  ___________________________________________________________________
 FL2021  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 FL2021  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FL2021
 FL2021  HORZ ORDER  -  THIRD
 FL2021
 FL2021.The horizontal coordinates were established by classical geodetic methods
 FL2021.and adjusted by the National Geodetic Survey in February 1996..
 FL2021
 FL2021
 FL2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2021
 FL2021.The geoid height was determined by GEOID03.
 FL2021
 FL2021;                    North         East     Units Scale Factor Converg.
 FL2021;SPC TX N     - 1,171,650.016   279,003.854   MT  0.99991329   +0 30 17.9
 FL2021;SPC TX N     - 3,843,988.43    915,365.14   sFT  0.99991329   +0 30 17.9
 FL2021;UTM  14      - 3,934,608.677   352,364.975   MT  0.99986860   -0 56 49.1
 FL2021
 FL2021                          SUPERSEDED SURVEY CONTROL
 FL2021
 FL2021  NAD 83(1993)-  35 32 38.89973(N)    100 37 43.22086(W) AD(       ) 4
 FL2021  NAD 83(1986)-  35 32 38.90466(N)    100 37 43.21025(W) AD(       ) 4
 FL2021  NAD 27      -  35 32 38.73900(N)    100 37 41.71700(W) AD(       ) 3
 FL2021
 FL2021.Superseded values are not recommended for survey control.
 FL2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2021.See file dsdata.txt to determine how the superseded data were derived.
 FL2021
 FL2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5236534609(NAD 83)
 FL2021_MARKER: 65 = GRAIN ELEVATOR
 FL2021
 FL2021  HISTORY     - Date     Condition        Report By
 FL2021  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2021
 FL2021                          STATION DESCRIPTION
 FL2021
 FL2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2021'CENTER ONE OF 3 CORRUGATED SHEET METAL ELEVATORS ON NORTH
 FL2021'SIDE OF SANTA FE R.R. AND ABOUT 0.2 MILE EAST OF LAKETON,
 FL2021'ABOUT 75 FEET HIGH.  TOP CENTER WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0967 ***********************************************************************
 EN0967  DESIGNATION -  LAKEVIEW
 EN0967  PID         -  EN0967
 EN0967  STATE/COUNTY-  TX/HALL
 EN0967  USGS QUAD   -  MEMPHIS NW (1985)
 EN0967
 EN0967                         *CURRENT SURVEY CONTROL
 EN0967  ___________________________________________________________________
 EN0967* NAD 83(1993)-  34 41 04.06956(N)    100 43 45.10979(W)     ADJUSTED  
 EN0967* NAVD 88     -       683.4    (meters)    2242.     (feet)  VERTCON   
 EN0967  ___________________________________________________________________
 EN0967  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 EN0967  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EN0967
 EN0967  HORZ ORDER  -  THIRD
 EN0967
 EN0967.The horizontal coordinates were established by classical geodetic methods
 EN0967.and adjusted by the National Geodetic Survey in February 1996..
 EN0967
 EN0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0967
 EN0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0967
 EN0967.The geoid height was determined by GEOID03.
 EN0967
 EN0967;                    North         East     Units Scale Factor Converg.
 EN0967;SPC TX N     - 1,076,208.885   270,632.959   MT  0.99999219   +0 26 48.1
 EN0967;SPC TX N     - 3,530,861.98    887,901.63   sFT  0.99999219   +0 26 48.1
 EN0967;UTM  14      - 3,839,412.684   341,596.024   MT  0.99990927   -0 59 03.2
 EN0967
 EN0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0967!SPC TX N     -   0.99989707  x   0.99999219  =   0.99988926
 EN0967!UTM  14      -   0.99989707  x   0.99990927  =   0.99980635
 EN0967
 EN0967                          SUPERSEDED SURVEY CONTROL
 EN0967
 EN0967  NAD 83(1993)-  34 41 04.07022(N)    100 43 45.10761(W) AD(       ) 3
 EN0967  NAD 83(1986)-  34 41 04.07525(N)    100 43 45.10243(W) AD(       ) 3
 EN0967  NGVD 29 (01/19/93)  683.1    (m)         2241.     (f) VERT ANG       
 EN0967
 EN0967.Superseded values are not recommended for survey control.
 EN0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0967.See file dsdata.txt to determine how the superseded data were derived.
 EN0967
 EN0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4159639413(NAD 83)
 EN0967_MARKER: DD = SURVEY DISK
 EN0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0967+STABILITY: SURFACE MOTION
 EN0967
 EN0967  HISTORY     - Date     Condition        Report By
 EN0967  HISTORY     - 1955     MONUMENTED       USGS
 EN0967
 EN0967                          STATION DESCRIPTION
 EN0967
 EN0967'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 EN0967'STATION IS LOCATED 1.8 MI. W. AND 0.4 MI. N. OF LAKEVIEW, 20 FT. E.
 EN0967'OF SHED SW. OF FARM HOUSE.
 EN0967'
 EN0967'TO REACH FROM THE POST OFFICE IN LAKEVIEW, GO 0.2 MI. N. TO STATE
 EN0967'HIGHWAY 256, TURN LEFT (W.) ON 256 AND GO 1.8 MI. TO LANE N., TURN
 EN0967'RIGHT (N.) AND GO 0.4 MI. TO FARM HOUSE AND STATION SITE.
 EN0967'
 EN0967'STATION MARK--A STANDARD TABLET STAMPED---LAKEVIEW 1955---, SET IN
 EN0967'TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FT. ABOVE GROUND.
 EN0967'
 EN0967'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---LAKEVIEW
 EN0967'NO. 1 1955---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT.
 EN0967'ABOVE GROUND, 140.42 FT. FROM STATION MARK BEARING S 5 56 E.
 EN0967'
 EN0967'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---LAKEVIEW
 EN0967'NO. 2 1955---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT.
 EN0967'ABOVE GROUND, 110.81 FT. FROM STATION MARK BEARING N 87 11 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0768 ***********************************************************************
 EN0768  DESIGNATION -  LAKEVIEW WATER SUPPLY TANK
 EN0768  PID         -  EN0768
 EN0768  STATE/COUNTY-  TX/HALL
 EN0768  USGS QUAD   -  MEMPHIS NW (1985)
 EN0768
 EN0768                         *CURRENT SURVEY CONTROL
 EN0768  ___________________________________________________________________
 EN0768* NAD 83(1993)-  34 42 25.82128(N)    100 43 01.05015(W)     ADJUSTED  
 EN0768* NAVD 88     -                                                        
 EN0768  ___________________________________________________________________
 EN0768  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 EN0768  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EN0768
 EN0768  HORZ ORDER  -  THIRD
 EN0768
 EN0768.The horizontal coordinates were established by classical geodetic methods
 EN0768.and adjusted by the National Geodetic Survey in February 1996..
 EN0768
 EN0768
 EN0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0768
 EN0768.The geoid height was determined by GEOID03.
 EN0768
 EN0768;                    North         East     Units Scale Factor Converg.
 EN0768;SPC TX N     - 1,078,736.795   271,734.492   MT  0.99998724   +0 27 13.7
 EN0768;SPC TX N     - 3,539,155.63    891,515.58   sFT  0.99998724   +0 27 13.7
 EN0768;UTM  14      - 3,841,912.086   342,760.258   MT  0.99990474   -0 58 40.1
 EN0768
 EN0768                          SUPERSEDED SURVEY CONTROL
 EN0768
 EN0768  NAD 83(1993)-  34 42 25.82281(N)    100 43 01.04772(W) AD(       ) 4
 EN0768  NAD 83(1986)-  34 42 25.82618(N)    100 43 01.04286(W) AD(       ) 4
 EN0768  NAD 27      -  34 42 25.62574(N)    100 42 59.55927(W) AD(       ) 3
 EN0768
 EN0768.Superseded values are not recommended for survey control.
 EN0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0768.See file dsdata.txt to determine how the superseded data were derived.
 EN0768
 EN0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4276041912(NAD 83)
 EN0768_MARKER: 53 = ELEVATED TANK
 EN0768
 EN0768  HISTORY     - Date     Condition        Report By
 EN0768  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0768
 EN0768                          STATION DESCRIPTION
 EN0768
 EN0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0768'THE STATION IS THE TOP CENTER OF THE WATER SUPPLY CORP. TANK, LOCATED
 EN0768'ABOUT 2-1/2 MILES NORTH NORTHWEST OF LAKEVIEW.  IT IS A FOUR LEGGED
 EN0768'STEEL STRUCTURE, PAINTED SILVER.  THE OVERALL HEIGHT IS 105 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6667 ***********************************************************************
 AW6667  DESIGNATION -  LAKEWOOD
 AW6667  PID         -  AW6667
 AW6667  STATE/COUNTY-  TX/HARRIS
 AW6667  USGS QUAD   -  SETTEGAST (1995)
 AW6667
 AW6667                         *CURRENT SURVEY CONTROL
 AW6667  ___________________________________________________________________
 AW6667* NAD 83(1993)-  29 50 29.12982(N)    095 16 06.95468(W)     ADJUSTED  
 AW6667* NAVD 88     -        13.60   (+/-2cm)      44.6    (feet)  VERTCON   
 AW6667  ___________________________________________________________________
 AW6667  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AW6667  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6667
 AW6667  HORZ ORDER  -  FIRST
 AW6667  VERT ORDER  -  THIRD ? (See Below)
 AW6667
 AW6667.The horizontal coordinates were established by classical geodetic methods
 AW6667.and adjusted by the National Geodetic Survey in February 1996..
 AW6667
 AW6667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6667.The vertical order pertains to the NGVD 29 superseded value.
 AW6667
 AW6667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6667
 AW6667.The geoid height was determined by GEOID03.
 AW6667
 AW6667;                    North         East     Units Scale Factor Converg.
 AW6667;SPC TXSC     - 4,228,303.831   960,503.629   MT  0.99990219   +1 49 41.0
 AW6667;SPC TXSC     -13,872,360.15  3,151,252.32   sFT  0.99990219   +1 49 41.0
 AW6667;UTM  15      - 3,303,374.024   280,822.775   MT  1.00019274   -1 07 45.5
 AW6667
 AW6667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6667!SPC TXSC     -   1.00000216  x   0.99990219  =   0.99990435
 AW6667!UTM  15      -   1.00000216  x   1.00019274  =   1.00019490
 AW6667
 AW6667|---------------------------------------------------------------------|
 AW6667| PID    Reference Object                     Distance      Geod. Az  |
 AW6667|                                                           dddmmss.s |
 AW6667| CV7353 LAKEWOOD RM 1                        25.161 METERS 04250     |
 AW6667| AW6281 HOUSTON MAINT CAMP 14 MAST          APPROX. 3.9 KM 1324007.2 |
 AW6667| AW6666 BANNER                              APPROX. 5.1 KM 1784029.6 |
 AW6667| AW6668 HOUSTON RAD STA KPRC CEN MAST       APPROX. 4.1 KM 1935400.2 |
 AW6667| AW6657 HOUSTON MISSOURI PAC YARD TANK      APPROX. 2.8 KM 2310144.3 |
 AW6667| AW6698 HOUSTON KKP 667 RAD MAST            APPROX. 9.1 KM 2380659.2 |
 AW6667| AW6675 HOUSTON DIST 23 MUN WATER TANK      APPROX. 1.8 KM 2585242.0 |
 AW6667| AW6680 HOUSTON SW BELL TEL CO MAST         APPROX. 3.3 KM 2662129.6 |
 AW6667| AW6681 HOUSTON DIST 8 MUN WATER TANK       APPROX. 3.7 KM 2834550.3 |
 AW6667| CV7354 LAKEWOOD RM 2                        27.386 METERS 31002     |
 AW6667| AW6677 HOUSTON DIST 42 MUN WATER TANK      APPROX. 3.7 KM 3211112.6 |
 AW6667| AW6636 HOUSTON RAD STA KODA CNTR MAST      APPROX. 6.5 KM 3404631.7 |
 AW6667| CV7355 LAKEWOOD RM 3                                      35648     |
 AW6667|---------------------------------------------------------------------|
 AW6667
 AW6667                          SUPERSEDED SURVEY CONTROL
 AW6667
 AW6667  NAD 83(1986)-  29 50 29.14474(N)    095 16 06.93592(W) AD(       ) 1
 AW6667  NAD 27      -  29 50 28.33512(N)    095 16 06.17045(W) AD(       ) 1
 AW6667  NGVD 29 (07/19/86)   13.60   (m)           44.6    (f) LEVELING    3  
 AW6667
 AW6667.Superseded values are not recommended for survey control.
 AW6667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6667.See file dsdata.txt to determine how the superseded data were derived.
 AW6667
 AW6667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8082303374(NAD 83)
 AW6667_MARKER: DS = TRIANGULATION STATION DISK
 AW6667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6667
 AW6667  HISTORY     - Date     Condition        Report By
 AW6667  HISTORY     - 1968     MONUMENTED       CGS
 AW6667  HISTORY     - 1972     GOOD             LOCENG
 AW6667
 AW6667                          STATION DESCRIPTION
 AW6667
 AW6667'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6667'THE STATION IS LOCATED ABOUT 6 MILES EAST AND 5-1/2 MILES NORTH OF
 AW6667'THE CENTER OF HOUSTON, 0.5 MILE WEST OF THE CENTER OF LAKEWOOD AND
 AW6667'AT THE NORTH CENTRAL EDGE OF LAKEWOOD PARK IN AN AREA KNOWN AS
 AW6667'CLAIRMONT PLACE.
 AW6667'
 AW6667'TO REACH THE STATION FROM THE JUNCTION OF MESA DR. (FARM ROAD 527)
 AW6667'AND EAST HOUSTON IN LAKEWOOD, GO WEST ON EAST HOUSTON FOR 0.3 MILE
 AW6667'TO A T-ROAD.  TURN LEFT ON WOODLYN AND GO WEST FOR 0.05 MILE TO A
 AW6667'CROSSROAD.  TURN LEFT ON BURL AND GO ABOUT 100 FEET TO THE END
 AW6667'OF ROAD AND NORTH EDGE OF THE PARK AND THE STATION.
 AW6667'
 AW6667'THE STATION MARK IS A STANDARD DISK STAMPED LAKEWOOD 1968, SET IN THE
 AW6667'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6667'THE GROUND.  IT IS 114.2 FEET SOUTH OF THE SOUTHWEST CORNER OF
 AW6667'HOUSE NUMBER 8502, 96 FEET SOUTH OF A POWER LINE POLE WITH A
 AW6667'TRANSFORMER, 76
 AW6667'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN
 AW6667'LINK AND WOODEN
 AW6667'FENCE AND 61 FEET SOUTH-SOUTHEAST OF THE EAST
 AW6667'3-INCH PIPE GATE POST.
 AW6667'
 AW6667'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAKEWOOD NO 1 1968, SET
 AW6667'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6667'WITH THE GROUND.  IT IS 83.9 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 AW6667'OF THE HOUSE, 58 FEET EAST-SOUTHEAST OF THE POWER LINE POLE WITH
 AW6667'TRANSFORMER, 50.9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AW6667'HOUSE AND 9 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE.
 AW6667'
 AW6667'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAKEWOOD NO 2 1968,
 AW6667'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6667'FLUSH WITH THE GROUND.  IT IS 42 FEET WEST OF THE WEST 3-INCH PIPE
 AW6667'GATE POST, 21 FEET WEST OF THE SOUTHEAST CORNER OF THE CHAIN LINK
 AW6667'AND WOODEN FENCE AND 0.6 FOOT SOUTH OF A CHAIN LINK FENCE.
 AW6667'
 AW6667'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LAKEWOOD NO 3 1968,
 AW6667'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6667'IS FLUSH WITH GROUND.  IT IS 49 FEET WEST OF THE CENTER OF BURL,
 AW6667'45.4 FEET SOUTHEAST OF THE SOUTH CORNER OF HOUSE NUMBER 8507, 19
 AW6667'FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 6.1 FEET SOUTHWEST OF
 AW6667'THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AND 0.7 FOOT
 AW6667'SOUTHEAST OF THE CHAIN LINK FENCE.
 AW6667'
 AW6667'TO REACH REFERENCE MARK 3 FROM THE JUNCTION OF WOODLYN AND BURL, GO
 AW6667'NORTH ON BURL FOR 0.15 MILE TO REFERENCE MARK 3 ON THE LEFT.
 AW6667'
 AW6667'NOTE--NO MEASUREMENT WAS MADE BETWEEN R.M. 1 AND R.M. 2 DUE TO
 AW6667'FENCE POST ON LINE.
 AW6667'
 AW6667'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 AW6667
 AW6667                          STATION RECOVERY (1972)
 AW6667
 AW6667'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (GW)
 AW6667'LAKEWOOD 1968 RECOVERED GOOD.
 AW6667'
 AW6667'LAKEWOOD NO 3 1968 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0772 ***********************************************************************
 CV0772  DESIGNATION -  LAM ET
 CV0772  PID         -  CV0772
 CV0772  STATE/COUNTY-  TX/DAWSON
 CV0772  USGS QUAD   -  PATRICIA NE (1970)
 CV0772
 CV0772                         *CURRENT SURVEY CONTROL
 CV0772  ___________________________________________________________________
 CV0772* NAD 83(1993)-  32 42 35.68485(N)    102 05 22.41026(W)     ADJUSTED  
 CV0772* NAVD 88     -       919.3    (meters)    3016.     (feet)  VERTCON   
 CV0772  ___________________________________________________________________
 CV0772  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 CV0772  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CV0772
 CV0772  HORZ ORDER  -  SECOND
 CV0772
 CV0772.The horizontal coordinates were established by classical geodetic methods
 CV0772.and adjusted by the National Geodetic Survey in February 1996..
 CV0772
 CV0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0772
 CV0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0772
 CV0772.The geoid height was determined by GEOID03.
 CV0772
 CV0772;                    North         East     Units Scale Factor Converg.
 CV0772;SPC TXNC     - 2,121,434.064   263,553.178   MT  0.99989030   -1 57 27.8
 CV0772;SPC TXNC     - 6,960,071.59    864,674.05   sFT  0.99989030   -1 57 27.8
 CV0772;UTM  13      - 3,622,874.916   772,816.720   MT  1.00051787   +1 34 25.4
 CV0772
 CV0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0772!SPC TXNC     -   0.99985942  x   0.99989030  =   0.99974973
 CV0772!UTM  13      -   0.99985942  x   1.00051787  =   1.00037722
 CV0772
 CV0772|---------------------------------------------------------------------|
 CV0772| PID    Reference Object                     Distance      Geod. Az  |
 CV0772|                                                           dddmmss.s |
 CV0772| CH8838 LAM ET RM 1                          15.405 METERS 07537     |
 CV0772| CH8839 LAM ET RM 2                          14.849 METERS 25553     |
 CV0772| CV0776 SAND ET                             APPROX. 5.3 KM 2634536.6 |
 CV0772|---------------------------------------------------------------------|
 CV0772
 CV0772                          SUPERSEDED SURVEY CONTROL
 CV0772
 CV0772  NAD 83(1986)-  32 42 35.69345(N)    102 05 22.40338(W) AD(       ) 2
 CV0772  NAD 27      -  32 42 35.33368(N)    102 05 20.82623(W) AD(       ) 2
 CV0772  NGVD 29 (07/19/86)  919.0    (m)         3015.     (f) VERT ANG       
 CV0772
 CV0772.Superseded values are not recommended for survey control.
 CV0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0772.See file dsdata.txt to determine how the superseded data were derived.
 CV0772
 CV0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS7281722875(NAD 83)
 CV0772_MARKER: DD = SURVEY DISK
 CV0772_SETTING: 0 = UNSPECIFIED SETTING
 CV0772
 CV0772  HISTORY     - Date     Condition        Report By
 CV0772  HISTORY     - 1968     MONUMENTED       USGS
 CV0772
 CV0772                          STATION DESCRIPTION
 CV0772
 CV0772'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0772'THE STATION IS LOCATED SOUTH 78 DEG WEST ABOUT 8.2 MILES AIRLINE
 CV0772'FROM LAMESA, TEXAS, ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 CV0772'180, 1.0 MILE WEST OF FARM-TO-MARKET ROAD 829.
 CV0772'
 CV0772'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 180 IN
 CV0772'LAMESA, GO 8.3 MILES WEST ON U.S. HIGHWAY 180 TO THE STATION ON
 CV0772'THE RIGHT.  THE STATION IS 61 FEET NORTH OF THE HIGHWAY AND 204
 CV0772'FEET EAST OF A FENCE CORNER.  THE STATION IS 4 FEET SOUTH OF THE
 CV0772'FENCE AND 5 FEET NORTH OF A USGS WITNESS SIGN MOUNTED ON A METAL
 CV0772'POST.
 CV0772'
 CV0772'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 CV0772'DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 CV0772'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 CV0772'IS FLUSH WITH THE GROUND AND IS STAMPED LAM ET 1968.
 CV0772'
 CV0772'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CV0772'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 CV0772'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 CV0772'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 CV0772'LAM ET 1968 - 1.
 CV0772'
 CV0772'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CV0772'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 CV0772'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 CV0772'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 CV0772'LAM ET 1968 - 2.
 CV0772'
 CV0772'STATION SAND ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 CV0772'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1246 ***********************************************************************
 AJ1246  DESIGNATION -  LAMAR
 AJ1246  PID         -  AJ1246
 AJ1246  STATE/COUNTY-  TX/JIM WELLS
 AJ1246  USGS QUAD   -  ELLA (1963)
 AJ1246
 AJ1246                         *CURRENT SURVEY CONTROL
 AJ1246  ___________________________________________________________________
 AJ1246* NAD 83(1993)-  27 25 13.70056(N)    098 06 51.84365(W)     ADJUSTED  
 AJ1246* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 AJ1246  ___________________________________________________________________
 AJ1246  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AJ1246  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AJ1246
 AJ1246  HORZ ORDER  -  SECOND
 AJ1246
 AJ1246.The horizontal coordinates were established by classical geodetic methods
 AJ1246.and adjusted by the National Geodetic Survey in February 1996..
 AJ1246
 AJ1246.The orthometric height was scaled from a topographic map.
 AJ1246
 AJ1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1246
 AJ1246.The geoid height was determined by GEOID03.
 AJ1246
 AJ1246;                    North         East     Units Scale Factor Converg.
 AJ1246;SPC TX S     - 5,194,366.890   338,126.156   MT  0.99992148   +0 10 30.2
 AJ1246;SPC TX S     -17,041,852.04  1,109,335.56   sFT  0.99992148   +0 10 30.2
 AJ1246;UTM  14      - 3,033,319.386   587,537.734   MT  0.99969459   +0 24 28.3
 AJ1246
 AJ1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1246!SPC TX S     -   0.99999686  x   0.99992148  =   0.99991834
 AJ1246!UTM  14      -   0.99999686  x   0.99969459  =   0.99969145
 AJ1246
 AJ1246|---------------------------------------------------------------------|
 AJ1246| PID    Reference Object                     Distance      Geod. Az  |
 AJ1246|                                                           dddmmss.s |
 AJ1246| CV2556 LAMAR RM 1                           34.071 METERS 08818     |
 AJ1246| CV2555 LAMAR AZ MK                                        0925138.3 |
 AJ1246| AJ0239 1367                                 68.128 METERS 32828     |
 AJ1246| CV2557 LAMAR RM 2                           28.895 METERS 33358     |
 AJ1246|---------------------------------------------------------------------|
 AJ1246
 AJ1246                          SUPERSEDED SURVEY CONTROL
 AJ1246
 AJ1246  NAD 83(1986)-  27 25 13.70959(N)    098 06 51.81918(W) AD(       ) 2
 AJ1246  NAD 27      -  27 25 12.57170(N)    098 06 50.80630(W) AD(       ) 2
 AJ1246
 AJ1246.Superseded values are not recommended for survey control.
 AJ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1246.See file dsdata.txt to determine how the superseded data were derived.
 AJ1246
 AJ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8753833319(NAD 83)
 AJ1246_MARKER: DS = TRIANGULATION STATION DISK
 AJ1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1246+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 AJ1246
 AJ1246  HISTORY     - Date     Condition        Report By
 AJ1246  HISTORY     - 1961     MONUMENTED       CGS
 AJ1246  HISTORY     - 20040817 GOOD             CDSMS
 AJ1246
 AJ1246                          STATION DESCRIPTION
 AJ1246
 AJ1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1246'THE STATION IS APPROXIMATELY 16-1/2 MILES SOUTHWEST OF
 AJ1246'KINGSVILLE, 4 MILES NORTH AND 1/2 MILE EAST OF PREMONT, IN
 AJ1246'THE NORTHEAST ANGLE OF A CROSSROAD EAST OF THE NEW ORLEANS
 AJ1246'RAILROAD TRACKS, ON PROPERTY OWNED BY MR. CAMPBELL SMITH.
 AJ1246'
 AJ1246'TO REACH THE STATION FROM THE TRAFFIC LIGHT EAST OF THE
 AJ1246'POST OFFICE IN PREMONT, GO NORTH ON U.S. HIGHWAY 281 FOR
 AJ1246'4.15 MILES TO A CROSSROAD.  TURN RIGHT, EAST, ON PAVED ROAD
 AJ1246'FOR 198 FEET TO THE STATION ON THE LEFT.
 AJ1246'
 AJ1246'STATION MARKS ARE STANDARD DISKS STAMPED LAMAR 1961.  THE
 AJ1246'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 AJ1246'WITH THE SURFACE OF THE GROUND.  IT IS 102 FEET EAST OF
 AJ1246'THE EAST RAIL OF THE RAILROAD TRACKS, 34 FEET NORTHEAST
 AJ1246'OF THE CENTER OF A CATTLE GUARD, 21 FEET NORTH OF THE CENTER
 AJ1246'OF THE PAVED ROAD, 7 FEET SOUTH OF A FENCE AND 6.5 FEET
 AJ1246'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 AJ1246'SET IN AN IRREGULAR MASS OF CONCRETE 54 INCHES BELOW THE
 AJ1246'SURFACE OF THE GROUND.
 AJ1246'
 AJ1246'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAMAR NO 1
 AJ1246'1961, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 AJ1246'THE SURFACE OF THE GROUND.  IT IS 108 FEET NORTHWEST OF
 AJ1246'THE CENTER OF A CATTLE GUARD, 25 FEET NORTH OF THE CENTER
 AJ1246'OF THE PAVED ROAD AND 6 FEET SOUTH OF THE FENCE.
 AJ1246'
 AJ1246'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAMAR NO 2
 AJ1246'1961, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 AJ1246'SURFACE OF THE GROUND.  IT IS 106 FEET NORTH OF THE CENTER
 AJ1246'OF THE PAVED ROAD, 47 FEET EAST OF THE EAST RAIL OF THE
 AJ1246'RAILROAD TRACKS, 7 FEET WEST OF A TELEPHONE POLE AND 6 INCHES
 AJ1246'WEST OF A FENCE.
 AJ1246'
 AJ1246'TEXAS GEODETIC SURVEY MARK, A BRONZE DISK STAMPED 1367, IS
 AJ1246'SET IN A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 AJ1246'IT IS 53 FEET EAST OF THE CENTER OF U.S. HIGHWAY 281, 35.5
 AJ1246'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND 27
 AJ1246'FEET NORTH OF A TELEPHONE POLE.
 AJ1246'
 AJ1246'AZIMUTH MARK, A STANDARD DISK STAMPED LAMAR 1961, IS SET
 AJ1246'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 AJ1246'OF THE GROUND.  IT IS 27 FEET SOUTH OF THE CENTER OF A DIRT
 AJ1246'ROAD, 7 FEET NORTH OF A TELEPHONE POLE AND 2.5 FEET WEST
 AJ1246'OF A METAL WITNESS POST.
 AJ1246'
 AJ1246'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 AJ1246'PAVED ROAD FOR 0.25 MILE TO THE END OF THE PAVED ROAD.  CONTINUE
 AJ1246'EAST ON THE DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 AJ1246'ON THE RIGHT.
 AJ1246'
 AJ1246'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1246'
 AJ1246'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AJ1246
 AJ1246                          STATION RECOVERY (2004)
 AJ1246
 AJ1246'RECOVERY NOTE BY CDS/MUERY SERVICES 2004 (PM)
 AJ1246'DESCRIPTION FROM 1961 STILL GOOD EXCEPT THAT CROSSROAD ON U.S. HIGHWAY
 AJ1246'281 GOING WEST IS NOW COUNTY ROAD 432 AND GOING EAST IS ENTRANCE TO
 AJ1246'LAMAR SEELIGSON RANCH WHERE MONUMENT IS STILL LOCATED NORTHEAST OF
 AJ1246'CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2321 ***********************************************************************
 AN2321  DESIGNATION -  LAMAR CATHOLIC CHURCH TANK
 AN2321  PID         -  AN2321
 AN2321  STATE/COUNTY-  TX/ARANSAS
 AN2321  USGS QUAD   -  ST CHARLES BAY (1973)
 AN2321
 AN2321                         *CURRENT SURVEY CONTROL
 AN2321  ___________________________________________________________________
 AN2321* NAD 83(1993)-  28 08 06.91598(N)    096 59 34.05577(W)     ADJUSTED  
 AN2321* NAVD 88     -                                                        
 AN2321  ___________________________________________________________________
 AN2321  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AN2321  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN2321
 AN2321  HORZ ORDER  -  THIRD
 AN2321
 AN2321.The horizontal coordinates were established by classical geodetic methods
 AN2321.and adjusted by the National Geodetic Survey in February 1996..
 AN2321
 AN2321
 AN2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2321
 AN2321.The geoid height was determined by GEOID03.
 AN2321
 AN2321;                    North         East     Units Scale Factor Converg.
 AN2321;SPC TXSC     - 4,035,155.547   797,191.719   MT  1.00008044   +0 59 00.1
 AN2321;SPC TXSC     -13,238,672.82  2,615,453.16   sFT  1.00008044   +0 59 00.1
 AN2321;UTM  14      - 3,113,814.031   697,129.214   MT  1.00007964   +0 56 48.5
 AN2321
 AN2321                          SUPERSEDED SURVEY CONTROL
 AN2321
 AN2321  NAD 83(1986)-  28 08 06.92291(N)    096 59 34.03758(W) AD(       ) 4
 AN2321  NAD 27      -  28 08 05.88000(N)    096 59 33.07000(W) AD(       ) 3
 AN2321
 AN2321.Superseded values are not recommended for survey control.
 AN2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2321.See file dsdata.txt to determine how the superseded data were derived.
 AN2321
 AN2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9712913814(NAD 83)
 AN2321_MARKER: 51 = TANK
 AN2321
 AN2321  HISTORY     - Date     Condition        Report By
 AN2321  HISTORY     - 1931     FIRST OBSERVED   CGS
 AN2321  HISTORY     - 1934     GOOD             CGS
 AN2321  HISTORY     - 1942     GOOD             CGS
 AN2321
 AN2321                          STATION DESCRIPTION
 AN2321
 AN2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN2321'THIS IS THE NW TANK OF TWO, THE NEARER TO LAMAR CHURCH.  STATION
 AN2321'IS THE CENTER OF THE TANK.  THE TWO TANKS ARE LOCATED BETWEEN
 AN2321'LAMAR CHURCH AND TRIANGULATION STATION LAMAR.
 AN2321
 AN2321                          STATION RECOVERY (1942)
 AN2321
 AN2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WBS)
 AN2321'DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0207 ***********************************************************************
 AP0207  DESIGNATION -  LAMAR MINE TANK
 AP0207  PID         -  AP0207
 AP0207  STATE/COUNTY-  TX/MAVERICK
 AP0207  USGS QUAD   -  DEADMANS HILL (1974)
 AP0207
 AP0207                         *CURRENT SURVEY CONTROL
 AP0207  ___________________________________________________________________
 AP0207* NAD 83(1993)-  28 48 03.60029(N)    100 28 30.53777(W)     ADJUSTED  
 AP0207* NAVD 88     -                                                        
 AP0207  ___________________________________________________________________
 AP0207  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AP0207  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AP0207
 AP0207  HORZ ORDER  -  THIRD
 AP0207
 AP0207.The horizontal coordinates were established by classical geodetic methods
 AP0207.and adjusted by the National Geodetic Survey in February 1996..
 AP0207
 AP0207
 AP0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0207
 AP0207.The geoid height was determined by GEOID03.
 AP0207
 AP0207;                    North         East     Units Scale Factor Converg.
 AP0207;SPC TXSC     - 4,108,152.781   456,005.920   MT  0.99990635   -0 43 21.7
 AP0207;SPC TXSC     -13,478,164.58  1,496,079.42   sFT  0.99990635   -0 43 21.7
 AP0207;UTM  14      - 3,186,831.418   356,037.635   MT  0.99985576   -0 42 38.9
 AP0207
 AP0207                          SUPERSEDED SURVEY CONTROL
 AP0207
 AP0207  NAD 83(1986)-  28 48 03.59530(N)    100 28 30.51570(W) AD(       ) 4
 AP0207  NAD 27      -  28 48 02.69000(N)    100 28 29.24000(W) AD(       ) 3
 AP0207
 AP0207.Superseded values are not recommended for survey control.
 AP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0207.See file dsdata.txt to determine how the superseded data were derived.
 AP0207
 AP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5603886831(NAD 83)
 AP0207_MARKER: 51 = TANK
 AP0207
 AP0207  HISTORY     - Date     Condition        Report By
 AP0207  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0207
 AP0207                          STATION DESCRIPTION
 AP0207
 AP0207'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2319 ***********************************************************************
 AN2319  DESIGNATION -  LAMAR RESET
 AN2319  PID         -  AN2319
 AN2319  STATE/COUNTY-  TX/ARANSAS
 AN2319  USGS QUAD   -  ST CHARLES BAY (1973)
 AN2319
 AN2319                         *CURRENT SURVEY CONTROL
 AN2319  ___________________________________________________________________
 AN2319* NAD 83(1993)-  28 08 06.77283(N)    096 59 32.67595(W)     ADJUSTED  
 AN2319* NAVD 88     -         6.25   (+/-2cm)      20.5    (feet)  VERTCON   
 AN2319  ___________________________________________________________________
 AN2319  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AN2319  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN2319
 AN2319  HORZ ORDER  -  FIRST
 AN2319  VERT ORDER  -  THIRD ? (See Below)
 AN2319
 AN2319.The horizontal coordinates were established by classical geodetic methods
 AN2319.and adjusted by the National Geodetic Survey in February 1996..
 AN2319
 AN2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2319.The vertical order pertains to the NGVD 29 superseded value.
 AN2319
 AN2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2319
 AN2319.The geoid height was determined by GEOID03.
 AN2319
 AN2319;                    North         East     Units Scale Factor Converg.
 AN2319;SPC TXSC     - 4,035,151.787   797,229.445   MT  1.00008046   +0 59 00.8
 AN2319;SPC TXSC     -13,238,660.49  2,615,576.94   sFT  1.00008046   +0 59 00.8
 AN2319;UTM  14      - 3,113,810.247   697,166.938   MT  1.00007982   +0 56 49.2
 AN2319
 AN2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2319!SPC TXSC     -   1.00000325  x   1.00008046  =   1.00008371
 AN2319!UTM  14      -   1.00000325  x   1.00007982  =   1.00008307
 AN2319
 AN2319|---------------------------------------------------------------------|
 AN2319| PID    Reference Object                     Distance      Geod. Az  |
 AN2319|                                                           dddmmss.s |
 AN2319| CV7356 LAMAR RM 1                           24.654 METERS 01111     |
 AN2319| CV7358 LAMAR RM 3                           18.150 METERS 08527     |
 AN2319| CV7357 LAMAR RM 2                                         1235339.3 |
 AN2319| AN2320 BALLOU HOUSE                         47.428 METERS 16023     |
 AN2319| AN2107 BAYSIDE                             APPROX.22.4 KM 2570252.2 |
 AN2319|---------------------------------------------------------------------|
 AN2319
 AN2319                          SUPERSEDED SURVEY CONTROL
 AN2319
 AN2319  NAD 83(1986)-  28 08 06.78062(N)    096 59 32.65637(W) AD(       ) 1
 AN2319  NAD 27      -  28 08 05.73600(N)    096 59 31.69400(W) AD(       ) 1
 AN2319  NGVD 29 (07/19/86)    6.38   (m)           20.9    (f) LEVELING    3  
 AN2319
 AN2319.Superseded values are not recommended for survey control.
 AN2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2319.See file dsdata.txt to determine how the superseded data were derived.
 AN2319
 AN2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9716713810(NAD 83)
 AN2319_MARKER: DS = TRIANGULATION STATION DISK
 AN2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2319
 AN2319  HISTORY     - Date     Condition        Report By
 AN2319  HISTORY     - 1931     MONUMENTED       CGS
 AN2319  HISTORY     - 1934     GOOD             CGS
 AN2319  HISTORY     - 1938     GOOD             CGS
 AN2319  HISTORY     - 1948     GOOD             LOCENG
 AN2319  HISTORY     - 1950     GOOD             CGS
 AN2319  HISTORY     - 1953     GOOD             CGS
 AN2319  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AN2319  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AN2319  HISTORY     - 1969     GOOD             CGS
 AN2319  HISTORY     - 1977     GOOD             NGS
 AN2319  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN2319  HISTORY     - 19961011 GOOD             USPSQD
 AN2319  HISTORY     - 20051105 MARK NOT FOUND   USPSQD
 AN2319
 AN2319                          STATION DESCRIPTION
 AN2319
 AN2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2319'ABOUT 8 MILES N OF ROCKPORT, ON POINT OF LAND BETWEEN COPANO
 AN2319'AND ST. CHARLES BAYS, AT SMALL SETTLEMENT OF LAMAR ABOUT
 AN2319'1 MILE E OF THE N END OF THE CAUSEWAY, 128 FEET E OF E POST
 AN2319'OF GATEWAY ENTERING CHURCHYARD, 25 FEET S OF CENTER LINE
 AN2319'OF ROAD, AND 3.62 FEET N OF WIRE FENCE.
 AN2319'
 AN2319'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AN2319'DISKS SET IN CONCRETE.
 AN2319'SURFACE MARK PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 AN2319'
 AN2319'REFERENCE MARK NO. 1 PROJECTS ABOUT 12 INCHES ABOVE GROUND
 AN2319'IS 109 FEET NE OF E POST OF GATEWAY TO CHURCHYARD 43 FEET
 AN2319'N OF CENTER LINE OF ROAD, 70.8 FEET N OF WIRE FENCE, AND
 AN2319'80.95 FEET FROM STATION.
 AN2319'
 AN2319'REFERENCE MARK NO. 2 PROJECTS ABOUT 12 INCHES ABOVE GROUND
 AN2319'IS 40 YARDS N OF CURVE IN ROAD, 36.9 FEET S OF NW CORNER
 AN2319'OF FENCE, 7 FEET E OF CENTER LINE OF DIRT ROAD, 0.75 FOOT
 AN2319'W OF WIRE FENCE, AND APPROXIMATELY 0.15 MILE FROM STATION.
 AN2319'
 AN2319'STATION REACHED FROM ROCKPORT BY WAY OF NEW CAUSEWAY N, AT
 AN2319'N END OF CAUSEWAY TURN E AND GO ABOUT 0.9 MILE ON OLD SHELL
 AN2319'ROAD TO LAMAR CHURCH, AND STATION ABOUT 60 YARDS E OF CHURCH.
 AN2319
 AN2319                          STATION RECOVERY (1934)
 AN2319
 AN2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2319'STATION RECOVERED AS DESCRIBED.
 AN2319
 AN2319                          STATION RECOVERY (1938)
 AN2319
 AN2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (JMF)
 AN2319'STATION LOCATED AND FOUND TO BE IN GOOD SOUND CONDITION.
 AN2319
 AN2319                          STATION RECOVERY (1948)
 AN2319
 AN2319'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948 (HKE)
 AN2319'RECOVERED BY PHILLIPS PETROLEUM CO
 AN2319'
 AN2319'STATION MARK AND BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 AN2319
 AN2319                          STATION RECOVERY (1950)
 AN2319
 AN2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HWS)
 AN2319'STATION LOCATED IN GOOD CONDITION.  STATION IS 8 FEET N
 AN2319'OF COUNTY ROAD S FENCE AND IS DIRECTLY UNDER HI-LINE.
 AN2319
 AN2319                          STATION RECOVERY (1953)
 AN2319
 AN2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2319'THE STATION WAS RECOVERED, ALL MARKS WERE FOUND IN GOOD
 AN2319'CONDITION AND AS DESCRIBED.  AS A POWER LINE HAS BEEN PLACED
 AN2319'ABOVE THE STATION MARK IT IS NO LONGER POSSIBLE TO ERECT A
 AN2319'STEEL TOWER OVER THE MARK.  AN ADDITIONAL REFERENCE MARK,
 AN2319'NO. 3, WAS ESTABLISHED AND OCCUPIED.  A NEW DESCRIPTION FOLLOWS.
 AN2319'
 AN2319'THE STATION IS LOCATED AT THE SETTLEMENT OF LAMAR ON A POINT
 AN2319'OF LAND TO THE EAST OF COPANO BAY.
 AN2319'
 AN2319'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AN2319'35 AND PARK ROAD 13 IN LAMAR, GO EASTERLY ON PARK ROAD 13
 AN2319'FOR 0.65 MILE TO A ROAD RIGHT.  TURN RIGHT, GO SOUTHERLY
 AN2319'0.35 MILE TO THE STATION ON THE RIGHT.
 AN2319'
 AN2319'THE STATION MARK IS STAMPED LAMAR 1931 34.  IT IS A STANDARD
 AN2319'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 AN2319'IS 130 FEET SOUTHEAST OF A LARGE ARCH AND GATE, 24 FEET
 AN2319'SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD AND 3 FEET
 AN2319'NORTH OF A FENCE LINE.
 AN2319'
 AN2319'REFERENCE MARK 1 IS STAMPED NO 1 LAMAR 1931 34.  IT IS A
 AN2319'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8
 AN2319'INCHES.  IT IS 42 FEET NORTHEAST OF THE CENTER LINE OF AN
 AN2319'OILED ROAD AND 12 FEET NORTHEAST OF A WIRE FENCE.
 AN2319'
 AN2319'REFERENCE MARK 2 WHICH IS THE AZIMUTH MARK IS STAMPED NO
 AN2319'2 LAMAR 1931 34.  IT IS A STANDARD REFERENCE DISK SET IN
 AN2319'A CONCRETE MONUMENT THAT PROJECTS 12 INCHES.  IT IS 120
 AN2319'FEET NORTHEAST OF THE CENTER LINE OF AN OILED ROAD AND 6
 AN2319'FEET SOUTH OF A TRACK ROAD.  TO REACH THE MARK FROM THE
 AN2319'STATION, GO SOUTHERLY ON THE OILED ROAD 0.1 MILE TO A ROAD
 AN2319'LEFT AND MARK AS DESCRIBED ABOVE.
 AN2319'
 AN2319'REFERENCE MARK 3 IS STAMPED LAMAR NO 3 1931 34.  IT IS A
 AN2319'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2
 AN2319'INCHES.  IT IS 21 FEET NORTHEAST OF THE CENTER LINE OF AN
 AN2319'OILED ROAD, 12 FEET SOUTHWEST OF A WIRE FENCE AND 12 FEET
 AN2319'SOUTH OF A WHITE WITNESS POST.
 AN2319
 AN2319                          STATION RECOVERY (1959)
 AN2319
 AN2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 AN2319'THIS STATION AND REFERENCES NOS. 1, 2, AND 3 WERE RECOVERED
 AN2319'IN GOOD CONDITION AS DESCRIBED.
 AN2319'
 AN2319'A NEW CONVENT, THE HOUSE OF SCHOENSTATT CATHOLIC SISTERS,
 AN2319'WAS UNDER CONSTRUCTION AT THE SITE OF THE STATION AND THE
 AN2319'SUB-SURFACE AND SURFACE STATION MARKS WERE LOWERED APPROXIMATELY
 AN2319'3 FEET WITH THE SURFACE MARK FLUSH WITH THE PRESENT LEVEL
 AN2319'OF THE GROUND.
 AN2319'
 AN2319'THE STATION IS IN THE APPROXIMATE RIGHT-OF-WAY LINE OF THE
 AN2319'ROAD LEADING TO THE GOOSE ISLAND STATE PARK AND IS IN THE
 AN2319'FRONT OF THE PARKING AREA AND FLUSH WITH THE SURFACE, IN
 AN2319'FRONT OR NORTHEAST OF THE CONVENT.  IT IS 2 FEET WEST OF A
 AN2319'4 X 4 POST AND 25 FEET EAST OF A LONE OAK TREE, UNDER THE
 AN2319'POWER LINE.
 AN2319'
 AN2319'ALL OTHER FEATURES OF THE ORIGINAL DESCRIPTIONS STILL APPLY.
 AN2319
 AN2319                          STATION RECOVERY (1961)
 AN2319
 AN2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 AN2319'STATION SITE WAS LOCATED BUT THE STATION WAS MISSING.  IT
 AN2319'PROBABLY WAS REMOVED AND LOST WHEN ROAD WAS SURFACED OR
 AN2319'WHEN NEW FENCE WAS BUILT.  REFERENCE MARK NO. 1 WAS RECOVERED
 AN2319'IN GOOD CONDITION AS DESCRIBED.  DID NOT RECOVER THE AZIMUTH
 AN2319'MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN2319
 AN2319                          STATION RECOVERY (1969)
 AN2319
 AN2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2319'THE STATION AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 AN2319'IN GOOD CONDITION.  THE GENERAL LOCATION OF THE STATION
 AN2319'GIVEN IN THE 1953 RECOVERY NOTE IS ADEQUATE AND THE TO REACH
 AN2319'IS GOOD.
 AN2319'
 AN2319'THE STATION IS 4 FEET NORTHEAST OF A WIRE FENCE, 24 FEET
 AN2319'SOUTHWEST OF THE CENTERLINE OF A MACADAM ROAD, 64 FEET SOUTHEAST
 AN2319'OF A GATE POST AND 114 FEET NORTH-NORTHWEST OF A POWERLINE
 AN2319'POLE.  THE MONUMENT IS 16 INCHES BELOW GROUND SURFACE AND
 AN2319'THE DISK IS STAMPED LAMAR 1931 34 59.
 AN2319'
 AN2319'REFERENCE MARK NO. 1 WAS AS DESCRIBED IN THE 1953 RECOVERY
 AN2319'NOTE.
 AN2319'
 AN2319'REFERENCE MARK NO. 2, WHICH IS THE AZIMUTH MARK, IS APPROXIMATELY
 AN2319'0.1 MILE SOUTHEAST OF THE STATION, 123 FEET NORTHEAST OF
 AN2319'THE CENTERLINE OF THE MACADAM ROAD, AND 12 FEET SOUTH OF
 AN2319'A WIRE FENCE.  THE MONUMENT PROJECTS 1 FOOT AND THE DISK
 AN2319'IS STAMPED NO. 2 LAMAR 1931 34.
 AN2319'
 AN2319'REFERENCE MARK NO. 3 IS 22 FEET NORTHEAST OF THE CENTERLINE
 AN2319'OF THE ROAD, 11 FEET SOUTHWEST OF A WIRE FENCE AND 87 FEET
 AN2319'NORTH OF A POWERLINE POLE.  THE MONUMENT IS FLUSH WITH THE
 AN2319'GROUND AND THE DISK IS STAMPED LAMAR NO. 3 1931 34.
 AN2319'
 AN2319'TO REACH REFERENCE MARK NO. 2 (AZIMUTH MARK) FROM THE STATION,
 AN2319'GO SOUTHERLY ON THE MACADAM ROAD FOR 0.1 MILE TO A T-FENCE
 AN2319'CORNER ON THE LEFT AND THE MARK ON THE LEFT AS DESCRIBED.
 AN2319'
 AN2319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 AN2319'NORTH OF ROCKPORT
 AN2319
 AN2319                          STATION RECOVERY (1977)
 AN2319
 AN2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2319'STATION, REFERENCE MARKS 1,2,3 WERE RECOVERED AND FOUND IN GOOD
 AN2319'CONDITION, AS DESCRIBED IN THE 1969 RECOVERY NOTE.
 AN2319'
 AN2319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES N
 AN2319'OF ROCKPORT.
 AN2319
 AN2319                          STATION RECOVERY (1991)
 AN2319
 AN2319'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AN2319'MARK NOT FOUND.
 AN2319
 AN2319                          STATION RECOVERY (1996)
 AN2319
 AN2319'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2319'RECOVERED IN GOOD CONDITION.
 AN2319
 AN2319                          STATION RECOVERY (2005)
 AN2319
 AN2319'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AN2319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1050 ***********************************************************************
 DN1050  DESIGNATION -  LAMASCO
 DN1050  PID         -  DN1050
 DN1050  STATE/COUNTY-  TX/FANNIN
 DN1050  USGS QUAD   -  LAMASCO (1984)
 DN1050
 DN1050                         *CURRENT SURVEY CONTROL
 DN1050  ___________________________________________________________________
 DN1050* NAD 83(1993)-  33 42 48.36860(N)    096 05 03.53247(W)     ADJUSTED  
 DN1050* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 DN1050  ___________________________________________________________________
 DN1050  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DN1050  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DN1050
 DN1050  HORZ ORDER  -  SECOND
 DN1050
 DN1050.The horizontal coordinates were established by classical geodetic methods
 DN1050.and adjusted by the National Geodetic Survey in February 1996..
 DN1050
 DN1050.The orthometric height was scaled from a topographic map.
 DN1050
 DN1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1050
 DN1050.The geoid height was determined by GEOID03.
 DN1050
 DN1050;                    North         East     Units Scale Factor Converg.
 DN1050;SPC TXNC     - 2,229,546.407   823,885.845   MT  0.99993919   +1 19 03.0
 DN1050;SPC TXNC     - 7,314,770.17  2,703,032.14   sFT  0.99993919   +1 19 03.0
 DN1050;UTM  14      - 3,734,200.969   770,203.130   MT  1.00050017   +1 37 09.5
 DN1050
 DN1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1050!SPC TXNC     -   0.99997561  x   0.99993919  =   0.99991480
 DN1050!UTM  14      -   0.99997561  x   1.00050017  =   1.00047577
 DN1050
 DN1050|---------------------------------------------------------------------|
 DN1050| PID    Reference Object                     Distance      Geod. Az  |
 DN1050|                                                           dddmmss.s |
 DN1050| CY1447 LAMASCO RM 1                         33.501 METERS 04254     |
 DN1050| CY1446 LAMASCO AZ MK                                      1844640.2 |
 DN1050| CY1448 LAMASCO RM 2                         29.119 METERS 32254     |
 DN1050|---------------------------------------------------------------------|
 DN1050
 DN1050                          SUPERSEDED SURVEY CONTROL
 DN1050
 DN1050  NAD 83(1993)-  33 42 48.36927(N)    096 05 03.53171(W) AD(       ) 2
 DN1050  NAD 83(1986)-  33 42 48.37480(N)    096 05 03.52338(W) AD(       ) 2
 DN1050  NAD 27      -  33 42 48.00980(N)    096 05 02.60430(W) AD(       ) 2
 DN1050
 DN1050.Superseded values are not recommended for survey control.
 DN1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1050.See file dsdata.txt to determine how the superseded data were derived.
 DN1050
 DN1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7020334201(NAD 83)
 DN1050_MARKER: DS = TRIANGULATION STATION DISK
 DN1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1050
 DN1050  HISTORY     - Date     Condition        Report By
 DN1050  HISTORY     - 1955     MONUMENTED       CGS
 DN1050  HISTORY     - 1957     GOOD             CGS
 DN1050  HISTORY     - 19940402 POOR             USPSQD
 DN1050  HISTORY     - 20021005 POOR             INDIV
 DN1050
 DN1050                          STATION DESCRIPTION
 DN1050
 DN1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1050'THE STATION IS LOCATED AIRLINE, ABOUT 13 MILES NORTHWEST
 DN1050'OF HONEY GROVE, ABOUT 10 MILES NORTHEAST OF BONHAM AND ABOUT
 DN1050'6.5 MILES SOUTHEAST OF THE RED RIVER ALONG THE EAST SIDE
 DN1050'OF A NORTH-SOUTH FARM ROAD ON PROPERTY OWNED BY MR. GEORGE
 DN1050'BRAWNER.
 DN1050'
 DN1050'THE STATION IS A STANDARD DISK STAMPED LAMASCO 1955 SET IN
 DN1050'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 DN1050'FLUSH WITH THE GROUND.  IT IS 3 FEET EAST OF A WHITE WITNESS
 DN1050'POST, 31 FEET EAST OF THE CENTER LINE OF THE FARM ROAD AND
 DN1050'105 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR. GEORGE
 DN1050'BRAWNERS HOME.
 DN1050'
 DN1050'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAMASCO
 DN1050'NO 1 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 DN1050'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 DN1050'THE SAME ELEVATION AS THE STATION.  IT IS 2.5 FEET SOUTH
 DN1050'OF AN EAST-WEST FENCELINE.
 DN1050'
 DN1050'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAMASCO
 DN1050'NO 2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 DN1050'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 DN1050'THE SAME ELEVATION AS THE STATION.  IT IS SET UNDER A NORTH-SOUTH
 DN1050'FENCE LINE AND IS 18 FEET WEST OF THE CENTER LINE OF THE
 DN1050'FARM ROAD.
 DN1050'
 DN1050'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAMASCO 1955
 DN1050'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1050'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTH OF AN
 DN1050'EAST-WEST FENCE LINE, 15 FEET EAST OF A T-FENCE CORNER AND
 DN1050'25 FEET SOUTHWEST OF THE CENTER LINE OF A RIGHT ANGLE BEND
 DN1050'IN THE FARM ROAD.
 DN1050'
 DN1050'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 DN1050'THE FARM ROAD FOR 0.35 MILE TO A POINT WHERE THE ROAD TURNS
 DN1050'LEFT, A T-FENCE CORNER AND THE AZIMUTH MARK.
 DN1050'
 DN1050'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 DN1050'IN BONHAM, GO NORTH ON STATE HIGHWAY 78 FOR 6.5 MILES TO
 DN1050'STATE ROAD 1753.  CONTINUE NORTH ON THE HIGHWAY FOR 1.6
 DN1050'MILES TO FARM ROAD 273.  TURN RIGHT AND GO EAST ON FARM
 DN1050'ROAD 273 FOR 2.1 MILES.  TURN LEFT AND GO NORTH FOR 1.1 MILES
 DN1050'TO THE GRADE SCHOOL IN THE SMALL TOWN OF IVANHOE.  CONTINUE
 DN1050'NORTH FOR 0.15 MILE TO A SIDE ROAD, RIGHT AND A SIGN POST
 DN1050'OAK.  TURN RIGHT AND GO EAST ON THE SIDE ROAD FOR 3.4 MILES
 DN1050'TO A CROSS ROAD.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO
 DN1050'THE HOME OF MR. GEORGE BRAWNER ON THE LEFT, A WHITE WITNESS
 DN1050'POST AND THE STATION.
 DN1050
 DN1050                          STATION RECOVERY (1957)
 DN1050
 DN1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1050'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1050'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1050'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1050
 DN1050                          STATION RECOVERY (1994)
 DN1050
 DN1050'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1050'MARK RECOVERED IN POOR CONDITION.
 DN1050
 DN1050                          STATION RECOVERY (2002)
 DN1050
 DN1050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1050'RECOVERED AS DESCRIBED IN POOR CONDITION (DISK MISSING) IN THE 1994
 DN1050'SURVEY.  CONCRETE TRIANGULATION STATION REMAINS INTACT.  DAWGIES OF
 DN1050'GEOCACHING.COM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0885 ***********************************************************************
 CT0885  DESIGNATION -  LAMB
 CT0885  PID         -  CT0885
 CT0885  STATE/COUNTY-  TX/EASTLAND
 CT0885  USGS QUAD   -  SCRANTON (1966)
 CT0885
 CT0885                         *CURRENT SURVEY CONTROL
 CT0885  ___________________________________________________________________
 CT0885* NAD 83(1993)-  32 21 40.68227(N)    099 03 10.74767(W)     ADJUSTED  
 CT0885* NAVD 88     -       534.877  (meters)    1754.84   (feet)  POSTED    
 CT0885  ___________________________________________________________________
 CT0885  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CT0885  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CT0885  DYNAMIC HT  -         534.180 (meters)    1752.56  (feet)  COMP
 CT0885  MODELED GRAV-     979,326.6   (mgal)                       NAVD 88
 CT0885
 CT0885  HORZ ORDER  -  FIRST
 CT0885  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0885
 CT0885.The horizontal coordinates were established by classical geodetic methods
 CT0885.and adjusted by the National Geodetic Survey in February 1996..
 CT0885
 CT0885.The orthometric height was determined by differential leveling
 CT0885.and adjusted by the National Geodetic Survey in 1992..
 CT0885.No vertical observational check was made to the station.
 CT0885.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0885.was located on a no-check spur therefore a value was not computed.
 CT0885
 CT0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0885
 CT0885.The geoid height was determined by GEOID03.
 CT0885
 CT0885.The dynamic height is computed by dividing the NAVD 88
 CT0885.geopotential number by the normal gravity value computed on the
 CT0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0885.degrees latitude (g = 980.6199 gals.).
 CT0885
 CT0885.The modeled gravity was interpolated from observed gravity values.
 CT0885
 CT0885;                    North         East     Units Scale Factor Converg.
 CT0885;SPC TXNC     - 2,077,166.069   547,955.728   MT  0.99994467   -0 18 05.7
 CT0885;SPC TXNC     - 6,814,835.68  1,797,751.42   sFT  0.99994467   -0 18 05.7
 CT0885;UTM  14      - 3,580,485.520   495,014.964   MT  0.99960031   -0 01 42.1
 CT0885
 CT0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0885!SPC TXNC     -   0.99992044  x   0.99994467  =   0.99986511
 CT0885!UTM  14      -   0.99992044  x   0.99960031  =   0.99952078
 CT0885
 CT0885:                Primary Azimuth Mark                     Grid Az
 CT0885:SPC TXNC     -  CISCO STANDPIPE                          064 09 11.5
 CT0885:UTM  14      -  CISCO STANDPIPE                          063 52 47.9
 CT0885
 CT0885|---------------------------------------------------------------------|
 CT0885| PID    Reference Object                     Distance      Geod. Az  |
 CT0885|                                                           dddmmss.s |
 CT0885| CT1025 CISCO STANDPIPE                     APPROX. 7.3 KM 0635105.8 |
 CT0885| CT1024 CISCO METHODIST CHURCH SPIRE        APPROX. 7.2 KM 0673001.8 |
 CT0885| CT1021 CHURCH 7 MILES SOUTH OF CISCO       APPROX. 9.5 KM 1284910.4 |
 CT0885| CT1066 ATWELL                              APPROX.17.7 KM 2094957.3 |
 CT0885| CX8490 LAMB RM 1                            13.542 METERS 21740     |
 CT0885| CT1064 PUTNAM WATER TANK                   APPROX.14.0 KM 2751957.7 |
 CT0885| CX8489 LAMB RM                              21.090 METERS 28524     |
 CT0885| CX8491 LAMB RM 2                            31.815 METERS 32351     |
 CT0885| CX8488 LAMB AZ MK                                         3561603.8 |
 CT0885|---------------------------------------------------------------------|
 CT0885
 CT0885                          SUPERSEDED SURVEY CONTROL
 CT0885
 CT0885  NAD 83(1986)-  32 21 40.68657(N)    099 03 10.73724(W) AD(       ) 1
 CT0885  NAD 27      -  32 21 40.21600(N)    099 03 09.48900(W) AD(       ) 1
 CT0885  NGVD 29 (07/19/86)  534.8    (m)         1755.     (f) VERT ANG       
 CT0885
 CT0885.Superseded values are not recommended for survey control.
 CT0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0885.See file dsdata.txt to determine how the superseded data were derived.
 CT0885
 CT0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA9501580486(NAD 83)
 CT0885_MARKER: N = NAIL
 CT0885_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0885_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 CT0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0885+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CT0885
 CT0885  HISTORY     - Date     Condition        Report By
 CT0885  HISTORY     - 1908     MONUMENTED       CGS
 CT0885  HISTORY     - 1935     GOOD             CGS
 CT0885  HISTORY     - 1957     GOOD             CGS
 CT0885  HISTORY     - 1959     GOOD             CGS
 CT0885  HISTORY     - 1975     GOOD             NGS
 CT0885  HISTORY     - 1978     GOOD             DMA
 CT0885  HISTORY     - 1986     GOOD
 CT0885
 CT0885                          STATION DESCRIPTION
 CT0885
 CT0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 CT0885'TWO MILES S AND 5 MILES W OF CISCO, 2 MILES S AND 2 MILES
 CT0885'E OF DOTHAN, TOWNS ON THE TEXAS AND PACIFIC RAILWAY, AND 1
 CT0885'MILE S OF THE OLD BASE LINE PUBLIC ROAD ON ONE OF THE HIGHEST
 CT0885'POINTS OF AN EXTENSIVE PLATEAU.  IT IS ON THE PROPERTY OF
 CT0885'J.J. LIVINGSTON, AND IN A GROVE OF LOW OAK TREES JUST TO
 CT0885'THE E OF A N AND S ROAD.  SURFACE MARK IS A LARGE NAIL
 CT0885'PROJECTING ABOVE THE SURFACE OF CONCRETE THAT FILLS AN IRON PIPE
 CT0885'1-1/2 INCHES IN DIAMETER SET IN A CYLINDER OF CONCRETE 20
 CT0885'INCHES IN DIAMETER, PIPE AND CONCRETE CYLINDER EACH 24
 CT0885'INCHES LONG.  UNDERGROUND MARK THE POINT OF A LARGE
 CT0885'NAIL 30 INCHES BELOW THE SURFACE OF THE GROUND AND
 CT0885'PROJECTING ABOVE THE SURFACE OF THE CONCRETE THAT FILLS
 CT0885'AN IRON PIPE 1-1/2 INCHES IN DIAMETER AND 12 INCHES LONG
 CT0885'AND IS EMBEDDED IN A CYLINDER OF CONCRETE 12 INCHES IN
 CT0885'DIAMETER AND 12 INCHES LONG.  REFERENCE MARK IS THE POINT OF A
 CT0885'LARGE NAIL PROJECTING ABOVE CONCRETE THAT FILLS AN IRON
 CT0885'PIPE 1-1/2 INCHES IN DIAMETER SET IN A CYLINDER OF
 CT0885'CONCRETE 12 INCHES IN DIAMETER, PIPE AND CYLINDER ARE 24
 CT0885'INCHES IN LENGTH, AND IS 0.40 METER (1.3 FEET) E OF
 CT0885'THE FENCE LINE ON THE E SIDE OF THE ROAD, AND 21.09
 CT0885'METERS (69.2 FEET) FROM THE STATION N 74 DEG 36 MIN W.
 CT0885'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--S
 CT0885'GABLE OF J.F. LAMBS HOUSE, ABOUT 120 METERS (394 FEET),
 CT0885'N 21 DEG 48 MIN W.  E CHIMNEY OF LIVINGSTONS HOUSE, 78.10 METERS
 CT0885'(256.2 FEET), S 3 DEG 32 MIN E.  IN 1933 STATION AND REFERENCE
 CT0885'MARKS REPORTED DESTROYED.  ELEVATION OF STATION, 534.80 METERS
 CT0885'(1,754.6 FEET).
 CT0885
 CT0885                          STATION RECOVERY (1935)
 CT0885
 CT0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT0885'STATION IS IN THE SW CORNER OF SECTION 12, ON LAND OWNED
 CT0885'BY J.J. LIVINGSTON, ABOUT 2 MILES S AND 4 MILES W OF CISCO,
 CT0885'AND ABOUT 2-1/2 MILES E OF DOTHAN, AND 1 MILE N OF OLD BASE
 CT0885'LINE ROAD.
 CT0885'
 CT0885'THE ORIGINAL STATION MARK (A NAIL SET IN CONCRETE WITH U.S.
 CT0885'C. AND G.S. 1908, CHISELED IN THE CONCRETE) WAS REMOVED BY
 CT0885'THE BUILDING PARTY AND FOUND TO BE A 1-INCH ECCENTRIC FROM
 CT0885'UNDERGROUND MARK.  IT WAS AN OLD SURFACE MARK, STAMPED LAMB
 CT0885'1908-1935.  MARK IS 57 FEET E OF FENCE AND 72 FEET E OF CENTER
 CT0885'LINE OF ROAD AND PROJECTS 5 INCHES.
 CT0885'
 CT0885'STATION REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CT0885'SET IN CONCRETE.
 CT0885'
 CT0885'UNDERGROUND MARK IS NOT SET DIRECTLY BENEATH THE SURFACE
 CT0885'MARK.  IT IS 1 INCH ECCENTRIC.  THE DIRECTION TO THE UNDERGROUND
 CT0885'MARK FROM ATWELL WAS N 69 DEG 12 MIN 01 SEC W.
 CT0885'
 CT0885'THE ORIGINAL REFERENCE MARK WAS REMOVED IN 1932 WHEN ROAD
 CT0885'WAS GRADED.  MARK WAS A 2-INCH PIPE SET IN CONCRETE.  THIS
 CT0885'WAS REPLACED BY TWO NEW MARKS, STAMPED LAMB 1935 NO. 1 AND
 CT0885'LAMB 1935 NO. 2.  REFERENCE MARK NO. 1 IS 103.49 FEET SW
 CT0885'BY W OF STATION 1 FOOT E OF FENCE AND 16 FEET E OF CENTER
 CT0885'LINE OF ROAD AND PROJECTS 8 INCHES.  REFERENCE MARK NO. 2
 CT0885'IS 104.38 FEET NW OF STATION, 1 FOOT E OF FENCE AND 16 FEET
 CT0885'E OF CENTER LINE OF ROAD AND PROJECTS 4 INCHES.
 CT0885'
 CT0885'AZIMUTH MARK PROJECTS 6 INCHES.  TO REACH THE AZIMUTH,
 CT0885'GO N FOR 0.4 MILE ON ROAD PAST STATION TO MARK ON W SIDE
 CT0885'IN FENCE LINE.  MARK IS 28 FEET W OF CENTER LINE OF ROAD AND
 CT0885'21 FEET N OF SMALL HOUSE.
 CT0885'
 CT0885'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 283 AND 80 IN CISCO,
 CT0885'GO W ON U.S. HIGHWAY 80, FOR 4.1 MILES, TURN LEFT (S), GO
 CT0885'0.95 MILE, TURN RIGHT (W) GO 0.35 MILE, TURN LEFT (S), GO
 CT0885'1.0 MILE, TURN LEFT (E), THROUGH GATE INTO LIVINGSTONS YARD,
 CT0885'TURN LEFT (N) AND GO ABOUT 300 FEET TO STATION IN SMALL
 CT0885'GROVE OF TREES.
 CT0885
 CT0885                          STATION RECOVERY (1957)
 CT0885
 CT0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT0885'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT0885'CONDITION.  THE STATION MARK IS DUE NORTH OF A WHITE STUCCO
 CT0885'FARMHOUSE, 57 FEET EAST OF ROAD FENCE AND 3.5 FEET SOUTH OF
 CT0885'THE NORTH YARD FENCE.
 CT0885'
 CT0885'DUE TO ROAD CHANGES A NEW DESCRIPTION TO REACH FOLLOWS--TO
 CT0885'REACH FROM CISCO, FROM THE JUNCTION OF U.S. HIGHWAYS 80, 183 AND
 CT0885'380, GO WEST ON U.S. 80 FOR 4.7 MILES TO A SIDE ROAD LEFT,
 CT0885'TURN LEFT AND GO SOUTH FOR 0.7 MILE TO AHE AZIMUTH MARK ON
 CT0885'THE RIGHT, CONTINUE SOUTH FOR 0.3 MILE TO THE STATION ON
 CT0885'THE LEFT.  THIS IS ABOUT 0.05 MILE BEFORE REACHING A WHITE
 CT0885'STUCCO HOUSE ON LEFT.
 CT0885
 CT0885                          STATION RECOVERY (1959)
 CT0885
 CT0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CB)
 CT0885'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION
 CT0885'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CT0885'ARE CORRECT.
 CT0885
 CT0885                          STATION RECOVERY (1975)
 CT0885
 CT0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (MB)
 CT0885'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION AS
 CT0885'DESCRIBED.
 CT0885'
 CT0885'ROUTE DESCRIPTION WAS ADEQUATE.
 CT0885
 CT0885                          STATION RECOVERY (1978)
 CT0885
 CT0885'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (CAP)
 CT0885'LAMB 1908 1935 RECOVERED GOOD.
 CT0885'
 CT0885'NO. 1--NO. 2 RECOVERED GOOD.
 CT0885'
 CT0885'(AZ. MK.) NOT RECOVERED-REPORTED OUT OF GROUND BYLOCAL LAND OWNERS.
 CT0885'
 CT0885'OWNER--MR. J.B. JESSOP, RTE U, CISCO LOCATED ONE MILE S. OF I-20 IN
 CT0885'PASTURE OF MR. JESSOP, JUST S. OF WHITE WOOD FENCE S. OF HOUSE.
 CT0885
 CT0885                          STATION RECOVERY (1986)
 CT0885
 CT0885'RECOVERED 1986
 CT0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0598 ***********************************************************************
 EO0598  DESIGNATION -  LAMBERT
 EO0598  PID         -  EO0598
 EO0598  STATE/COUNTY-  TX/CASTRO
 EO0598  USGS QUAD   -  JUMBO (1980)
 EO0598
 EO0598                         *CURRENT SURVEY CONTROL
 EO0598  ___________________________________________________________________
 EO0598* NAD 83(1993)-  34 40 22.95232(N)    102 18 10.12580(W)     ADJUSTED  
 EO0598* NAVD 88     -      1178.5    (meters)    3866.     (feet)  VERTCON   
 EO0598  ___________________________________________________________________
 EO0598  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 EO0598  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 EO0598
 EO0598  HORZ ORDER  -  SECOND
 EO0598
 EO0598.The horizontal coordinates were established by classical geodetic methods
 EO0598.and adjusted by the National Geodetic Survey in February 1996..
 EO0598
 EO0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0598
 EO0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0598
 EO0598.The geoid height was determined by GEOID03.
 EO0598
 EO0598;                    North         East     Units Scale Factor Converg.
 EO0598;SPC TX N     - 1,074,965.243   126,423.571   MT  0.99999474   -0 27 54.9
 EO0598;SPC TX N     - 3,526,781.80    414,774.67   sFT  0.99999474   -0 27 54.9
 EO0598;UTM  13      - 3,840,096.265   747,130.248   MT  1.00035282   +1 32 06.7
 EO0598
 EO0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0598!SPC TX N     -   0.99981905  x   0.99999474  =   0.99981379
 EO0598!UTM  13      -   0.99981905  x   1.00035282  =   1.00017181
 EO0598
 EO0598|---------------------------------------------------------------------|
 EO0598| PID    Reference Object                     Distance      Geod. Az  |
 EO0598|                                                           dddmmss.s |
 EO0598| CJ7664 LAMBERT RM 3                         28.588 METERS 00523     |
 EO0598| CJ7665 LAMBERT RM 4                         33.588 METERS 06329     |
 EO0598| EO0600 DIMMITT MUNICIPAL TANK              APPROX.13.7 KM 1824428.2 |
 EO0598| CJ7662 LAMBERT RM 1                        227.800 METERS 23111     |
 EO0598| CJ7661 LAMBERT AZ MK RESET                                2713051.5 |
 EO0598| CJ7663 LAMBERT RM 2                         52.968 METERS 31632     |
 EO0598|---------------------------------------------------------------------|
 EO0598
 EO0598                          SUPERSEDED SURVEY CONTROL
 EO0598
 EO0598  NAD 83(1986)-  34 40 22.95959(N)    102 18 10.11787(W) AD(       ) 2
 EO0598  NAD 27      -  34 40 22.73000(N)    102 18 08.41600(W) AD(       ) 2
 EO0598  NGVD 29 (07/19/86) 1178.0    (m)         3865.     (f) VERT ANG       
 EO0598
 EO0598.Superseded values are not recommended for survey control.
 EO0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0598.See file dsdata.txt to determine how the superseded data were derived.
 EO0598
 EO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU4713040096(NAD 83)
 EO0598_MARKER: DS = TRIANGULATION STATION DISK
 EO0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0598
 EO0598  HISTORY     - Date     Condition        Report By
 EO0598  HISTORY     - 1935     MONUMENTED       CGS
 EO0598  HISTORY     - 1937     GOOD             CGS
 EO0598  HISTORY     - 1938     GOOD             TXHD
 EO0598  HISTORY     - 1959     GOOD             CGS
 EO0598  HISTORY     - 1967     GOOD             CGS
 EO0598  HISTORY     - 1968     GOOD             BGAS
 EO0598
 EO0598                          STATION DESCRIPTION
 EO0598
 EO0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0598'STATION LIES 8 MILES AIRLINE N OF DIMMITT, IN THE FARMYARD OF
 EO0598'MRS. LEE LAMBERT, OCCUPIED BY HER DAUGHTER MRS. EDWIN MAUCK,
 EO0598'110 FEET SW OF WINDMILL, 24 FEET SE OF FENCE CORNER, 10 FEET
 EO0598'E OF PIG PEN FENCE, 20 FEET N OF BOARD FENCE AROUND CORRAL,
 EO0598'25 FEET WSW OF STOCK TANK.  STATION IS ON A QUITE PROMINENT
 EO0598'KNOLL, 1.1 MILES E OF GRADED ROAD.  STATION MARK PROJECTS 5
 EO0598'INCHES.
 EO0598'
 EO0598'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0598'BRONZE DISKS SET IN CONCRETE.
 EO0598'
 EO0598'REFERENCE MARK NO. 1 IS SW OF STATION, 1 FOOT E OF FENCE, AND
 EO0598'PROJECTS 2 INCHES.
 EO0598'
 EO0598'REFERENCE MARK NO. 2 IS NW OF STATION, 1 FOOT S OF FENCE,
 EO0598'8 FEET E OF FENCE CORNER, AND PROJECTS 5 INCHES.
 EO0598'
 EO0598'AZIMUTH MARK IS W OF STATION, 21 FEET E OF CENTER OF ROAD, 1 FOOT
 EO0598'E OF FENCE, 0.1 MILE S OF GATE ON E SIDE OF ROAD, AND PROJECTS
 EO0598'8 INCHES.
 EO0598'
 EO0598'STATION IS REACHED FROM DIMMITT BY DRIVING W FROM COURTHOUSE
 EO0598'0.1 MILE, TURN RIGHT OR N 1.2 MILES.  AT ROAD T-INTERSECTION
 EO0598'CONTINUE N ALONG POWER LINE 5.5 MILES.  TURN LEFT OR W WITH
 EO0598'POWER LINE 0.4 MILE, TURN RIGHT OR N LEAVING POWER LINE, GOING
 EO0598'2.1 MILES, TURN RIGHT OR E THROUGH GATE ONTO PLAIN ROAD
 EO0598'ALONG N SIDE OF FENCE FOR 0.5 MILE, PASS THROUGH WIRE GATE
 EO0598'AND CONTINUE E ALONG S SIDE OF FENCE 0.4 MILE, TURN RIGHT
 EO0598'OR S 0.1 MILE TO FARMYARD AND STATION.
 EO0598'
 EO0598'ALL OBJECTS ARE PROBABLY VISIBLE FROM GROUND.  STATION WAS
 EO0598'OCCUPIED AFTER DARK, A 15-FOOT WOOD STAND BEING USED.
 EO0598
 EO0598                          STATION RECOVERY (1937)
 EO0598
 EO0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CAS)
 EO0598'THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE FOR THE
 EO0598'RECOVERY OF THE STATION.
 EO0598'
 EO0598'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 EO0598'GOOD CONDITION.
 EO0598'
 EO0598'REFERENCE MARK NO. 1 IS PROBABLY UNDER A SAND DRIFT, BUT IT
 EO0598'WAS REPORTED TO BE IN GOOD CONDITION BY PEOPLE LIVING AT
 EO0598'STATION.
 EO0598'
 EO0598'THE AZIMUTH MARK WAS RECOVERED BUT NOT IN VERY GOOD CONDITION.
 EO0598'SOME SIZABLE PIECES OF THE CONCRETE HAD BEEN KNOCKED OFF BY
 EO0598'THE ROAD GRADER BUT THE DISK WAS STILL INTACT.  IT IS DOUBTFUL
 EO0598'IF THE MARK HAS BEEN MOVED APPRECIABLY BY THE BLOWS OF THE
 EO0598'GRADER.
 EO0598'
 EO0598'THE AZIMUTH MARK WAS LOWERED IN PLACE ABOUT 15 INCHES, AND
 EO0598'IS NOW 12 INCHES BELOW THE PRESENT SURFACE OF THE HIGHWAY.
 EO0598'THE MARK IS 185 PACES S OF THE E-W FENCE LINE MENTIONED BELOW,
 EO0598'32.8 FEET W OF THE E RIGHT-OF-WAY FENCE LINE OF THE NEW STATE
 EO0598'HIGHWAY, ABOUT 20 FEET E OF THE CENTER OF THE NEW HIGHWAY,
 EO0598'AND DIRECTLY ON RANGE WITH THE NW CORNER OF A BROWN SHED
 EO0598'(DISTANT ABOUT 1/4 MILE) AND THE SECOND WINDMILL N OF LAMBERTS
 EO0598'FARMHOUSE (DISTANT ABOUT 1-1/4 MILES).  THE MARK WAS SET
 EO0598'VERTICALLY BELOW ITS ORIGINAL POSITION BY MEANS OF A BENCH
 EO0598'AND A PLUMB-BOB.  IT IS NOT LIKELY THAT THE MARK WILL BE
 EO0598'FURTHER DISTURBED BY GRADING OPERATIONS ON THE HIGHWAY.
 EO0598'
 EO0598'THE TO REACH DESCRIPTION IS OBSOLETE BECAUSE A NEW HIGHWAY
 EO0598'HAS BEEN GRADED FROM DIMMITT N TO HEREFORD.  A NEW DESCRIPTION
 EO0598'FOLLOWS--
 EO0598'
 EO0598'TO REACH STATION LAMBERT FROM THE CASTRO COUNTY COURTHOUSE
 EO0598'IN THE TOWN OF DIMMITT, GO N ON THE MAIN HIGHWAY TO HEREFORD
 EO0598'FOR 8.7 MILES TO A WIRE GATE TO THE RIGHT AT AN E-W FENCE
 EO0598'LINE.  TURN RIGHT THROUGH WIRE GATE AND GO E ON A FARM ROAD
 EO0598'ALONG THE N SIDE OF THE FENCE FOR 0.9 MILE, THEN S FOR 0.1
 EO0598'MILE TO MRS. LEE LAMBERTS HOUSE ON TOP OF THE HILL AND STATION
 EO0598'IN FARMYARD.
 EO0598
 EO0598                          STATION RECOVERY (1938)
 EO0598
 EO0598'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0598'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 EO0598'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 EO0598
 EO0598                          STATION RECOVERY (1959)
 EO0598
 EO0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HDW)
 EO0598'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 EO0598'CONDITION AS DESCRIBED.  LAND IS NOW OWNED BY W.K. GRIFFING
 EO0598'AND OCCUPIED BY GEORGE ELDER.  DIRECTIONS FOR PROCEEDING TO
 EO0598'STATION SITE ARE CORRECT.
 EO0598
 EO0598                          STATION RECOVERY (1967)
 EO0598
 EO0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EO0598'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EO0598'IN GOOD CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 EO0598'FOUND.  IT IS BELIEVED THE MARK HAS BEEN COVERED WITH DIRT WHEN
 EO0598'BARROW DITCH WAS MADE.  AT THE REQUEST OF LAND OWNER THE TWO
 EO0598'REFERENCE MARKS WERE DESTROYED TO CLEAR THE AREA FOR CULTIVATION.
 EO0598'TWO NEW REFERENCE MARKS WERE SET.
 EO0598'
 EO0598'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 8 MILES
 EO0598'NORTH OF DIMMIT ON HIGHEST PART OF A PROMINENT HILL AND ON
 EO0598'LAND OWNED BY MR. W.K. GRIFFING.
 EO0598'
 EO0598'TO REACH THE STATION FROM THE COURTHOUSE IN DIMMIT, GO NORTH
 EO0598'ON U.S. HIGHWAY 385 FOR 8.7 MILES TO A CROSSROAD, TURN RIGHT,
 EO0598'EAST, GO 1.0 MILE TO SUMMIT OF HILL AT THE HOME OF MR. GRIFFING
 EO0598'AND STATION SITE.
 EO0598'
 EO0598'STATION MARK A STANDARD DISK, STAMPED LAMBERT 1935, IS SET IN
 EO0598'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES
 EO0598'ABOVE THE SURFACE OF THE GROUND.  IT IS 114 FEET SOUTH OF AN
 EO0598'IRRIGATION WELL, AND 35 FEET NORTHWEST OF THE NORTHWEST CORNER
 EO0598'OF THE BARN.
 EO0598'
 EO0598'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED LAMBERT 1935
 EO0598'NO 3 1967, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 EO0598'THE SURFACE OF GROUND.  IT IS 15 FEET EAST OF THE IRRIGATION
 EO0598'WELL, AND 10 FEET SOUTHWEST OF THE MOST WESTERLY TREE.
 EO0598'
 EO0598'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED LAMBERT 1935
 EO0598'NO 4 1967, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 EO0598'PROJECTS ABOUT 2 INCHES ABOVE GROUND.  IT IS 60 FEET NORTHEAST
 EO0598'OF THE NORTHEAST CORNER OF THE BARN, AND 20 FEET WEST OF A
 EO0598'FIELD ROAD.
 EO0598
 EO0598                          STATION RECOVERY (1968)
 EO0598
 EO0598'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1968 (RLW)
 EO0598'LAMBERT 1935-GOOD
 EO0598'
 EO0598'LAMBERT R.M. 1 1935-GOOD
 EO0598'
 EO0598'LAMBERT R.M. 2 1935-GOOD
 EO0598'
 EO0598'(AZ.MK.)-NOT SEARCHED FOR
 EO0598'
 EO0598'THE 1937 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1307 ***********************************************************************
 CR1307  DESIGNATION -  LAMBRIGHT
 CR1307  PID         -  CR1307
 CR1307  STATE/COUNTY-  TX/ANDERSON
 CR1307  USGS QUAD   -  COON CREEK LAKE (1984)
 CR1307
 CR1307                         *CURRENT SURVEY CONTROL
 CR1307  ___________________________________________________________________
 CR1307* NAD 83(1993)-  32 01 47.19262(N)    095 46 58.27816(W)     ADJUSTED  
 CR1307* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 CR1307  ___________________________________________________________________
 CR1307  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CR1307  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CR1307
 CR1307  HORZ ORDER  -  SECOND
 CR1307
 CR1307.The horizontal coordinates were established by classical geodetic methods
 CR1307.and adjusted by the National Geodetic Survey in February 1996..
 CR1307
 CR1307.The orthometric height was scaled from a topographic map.
 CR1307
 CR1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1307
 CR1307.The geoid height was determined by GEOID03.
 CR1307
 CR1307;                    North         East     Units Scale Factor Converg.
 CR1307;SPC TX C     - 3,270,770.013 1,129,748.419   MT  1.00004262   +2 20 37.6
 CR1307;SPC TX C     -10,730,851.28  3,706,516.27   sFT  1.00004262   +2 20 37.6
 CR1307;SPC TXNC     - 2,043,585.972   856,647.713   MT  1.00003029   +1 28 54.9
 CR1307;SPC TXNC     - 6,704,664.98  2,810,518.37   sFT  1.00003029   +1 28 54.9
 CR1307;UTM  15      - 3,547,122.770   237,183.909   MT  1.00045192   -1 28 36.3
 CR1307
 CR1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1307!SPC TX C     -   0.99998473  x   1.00004262  =   1.00002735
 CR1307!SPC TXNC     -   0.99998473  x   1.00003029  =   1.00001502
 CR1307!UTM  15      -   0.99998473  x   1.00045192  =   1.00043665
 CR1307
 CR1307|---------------------------------------------------------------------|
 CR1307| PID    Reference Object                     Distance      Geod. Az  |
 CR1307|                                                           dddmmss.s |
 CR1307| CY1450 LAMBRIGHT RM 1                       49.283 METERS 15844     |
 CR1307| CY1449 LAMBRIGHT AZ MK                                    1630844.7 |
 CR1307| CY1451 LAMBRIGHT RM 2                       27.871 METERS 24939     |
 CR1307|---------------------------------------------------------------------|
 CR1307
 CR1307                          SUPERSEDED SURVEY CONTROL
 CR1307
 CR1307  NAD 83(1986)-  32 01 47.20155(N)    095 46 58.26199(W) AD(       ) 2
 CR1307  NAD 27      -  32 01 46.62700(N)    095 46 57.39800(W) AD(       ) 2
 CR1307
 CR1307.Superseded values are not recommended for survey control.
 CR1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1307.See file dsdata.txt to determine how the superseded data were derived.
 CR1307
 CR1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3718447123(NAD 83)
 CR1307_MARKER: DS = TRIANGULATION STATION DISK
 CR1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1307
 CR1307  HISTORY     - Date     Condition        Report By
 CR1307  HISTORY     - 1946     MONUMENTED       CGS
 CR1307  HISTORY     - 1981     GOOD             NGS
 CR1307
 CR1307                          STATION DESCRIPTION
 CR1307
 CR1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CR1307'LOCATED 12 MILES SOUTH-SOUTHEAST OF ATHENS, 42.5 FEET NORTHEAST
 CR1307'OF THE CENTER OF STATE HIGHWAY NO. 19, 29 FEET NORTHWEST OF A
 CR1307'NORTHWEST GATE POST, 28.5 FEET NORTH OF A MAIL BOX, 10 FEET
 CR1307'SOUTHWEST OF A WIRE FENCE AND 3 FEET SOUTH OF A REFERENCE POST.
 CR1307'IT IS STAMPED LAMBRIGHT 1946 AND PROJECTS 6 INCHES.
 CR1307'
 CR1307'REFERENCE MARK NO. 1 IS 40 FEET NORTHEAST OF THE CENTER OF
 CR1307'HIGHWAY NO. 19 AND 18 INCHES SOUTHWEST OF A WIRE FENCE.  IT
 CR1307'IS STAMPED LAMBRIGHT NO 1 1946 AND PROJECTS 10 INCHES.
 CR1307'
 CR1307'REFERENCE MARK NO. 2 IS 39 FEET SOUTHWEST OF THE CENTER OF
 CR1307'HIGHWAY NO. 19, 39 FEET SOUTHEAST OF A TELEPHONE POLE AND 5
 CR1307'FEET NORTHWEST OF A NORTHWEST GATE POST.  IT IS STAMPED LAMBRIGHT
 CR1307'NO 2 1946 AND PROJECTS 6 INCHES.
 CR1307'
 CR1307'THE AZIMUTH MARK IS 50 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 CR1307'NO. 19, 33 FEET NORTHWEST OF A FENCE CORNER, 3 FEET EAST OF A
 CR1307'REFERENCE POST, 2 FEET NORTHEAST OF A WIRE FENCE AND 1 FOOT
 CR1307'NORTHWEST OF TELEPHONE POLE NO. 30.  IT IS STAMPED LAMBRIGHT
 CR1307'1946 AND PROJECTS 6 INCHES.
 CR1307'
 CR1307'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS NO. 175, 31
 CR1307'AND 19 IN ATHENS, GO SOUTH-SOUTHEAST ON STATE HIGHWAY NO 19 FOR
 CR1307'12.6 MILES TO THE COUNTY LINE.  CONTINUE FOR 0.7 MILE TO THE
 CR1307'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK CONTINUE FOR
 CR1307'0.45 MILE TO THE MARK ON THE RIGHT.
 CR1307'
 CR1307'A 100 FOOT SIGNAL AT BRADFORD IS VISIBLE AT 37 FEET.
 CR1307'
 CR1307'A 100 FOOT SIGNAL AT VANNOY 1935 IS VISIBLE AT 37 FEET.
 CR1307'
 CR1307'AN 80 FOOT SIGNAL AT COON IS VISIBLE AT 37 FEET.
 CR1307'
 CR1307'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1307
 CR1307                          STATION RECOVERY (1981)
 CR1307
 CR1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CR1307'STATION WAS RECOVERED AS DESCRIBED.  STATION WAS NOT OCCUPIED AT THIS
 CR1307'TIME.  A STATE DUMP TRUCK PARKED ALMOST OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1170 ***********************************************************************
 CU1170  DESIGNATION -  LAMESA
 CU1170  PID         -  CU1170
 CU1170  STATE/COUNTY-  TX/DAWSON
 CU1170  USGS QUAD   -  HANCOCK (1968)
 CU1170
 CU1170                         *CURRENT SURVEY CONTROL
 CU1170  ___________________________________________________________________
 CU1170* NAD 83(1993)-  32 45 43.74090(N)    101 52 15.61419(W)     ADJUSTED  
 CU1170* NAVD 88     -       903.4    (meters)    2964.     (feet)  VERTCON   
 CU1170  ___________________________________________________________________
 CU1170  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 CU1170  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CU1170
 CU1170  HORZ ORDER  -  FIRST
 CU1170
 CU1170.The horizontal coordinates were established by classical geodetic methods
 CU1170.and adjusted by the National Geodetic Survey in February 1996..
 CU1170
 CU1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1170
 CU1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1170
 CU1170.The geoid height was determined by GEOID03.
 CU1170
 CU1170;                    North         East     Units Scale Factor Converg.
 CU1170;SPC TXNC     - 2,126,544.946   284,216.718   MT  0.99988531   -1 50 18.7
 CU1170;SPC TXNC     - 6,976,839.54    932,467.68   sFT  0.99988531   -1 50 18.7
 CU1170;UTM  14      - 3,628,567.888   231,038.492   MT  1.00049210   -1 33 16.5
 CU1170
 CU1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1170!SPC TXNC     -   0.99986198  x   0.99988531  =   0.99974731
 CU1170!UTM  14      -   0.99986198  x   1.00049210  =   1.00035401
 CU1170
 CU1170|---------------------------------------------------------------------|
 CU1170| PID    Reference Object                     Distance      Geod. Az  |
 CU1170|                                                           dddmmss.s |
 CU1170| CH8840 LAMESA RM 1                                        17522     |
 CU1170| CU1161 LAMESA N MUNICIPAL TANK             APPROX. 8.2 KM 2462309.9 |
 CU1170| CU1159 LAMESA W TEX DAIRY PROD CO STK      APPROX. 7.9 KM 2501445.4 |
 CU1170| CH8841 LAMESA RM 2                          40.980 METERS 28731     |
 CU1170|---------------------------------------------------------------------|
 CU1170
 CU1170                          SUPERSEDED SURVEY CONTROL
 CU1170
 CU1170  NAD 83(1986)-  32 45 43.74894(N)    101 52 15.60673(W) AD(       ) 1
 CU1170  NAD 27      -  32 45 43.38300(N)    101 52 14.08400(W) AD(       ) 1
 CU1170  NGVD 29 (07/19/86)  903.1    (m)         2963.     (f) VERT ANG       
 CU1170
 CU1170.Superseded values are not recommended for survey control.
 CU1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1170.See file dsdata.txt to determine how the superseded data were derived.
 CU1170
 CU1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3103828568(NAD 83)
 CU1170_MARKER: DS = TRIANGULATION STATION DISK
 CU1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1170
 CU1170  HISTORY     - Date     Condition        Report By
 CU1170  HISTORY     - 1932     MONUMENTED       CGS
 CU1170  HISTORY     - 1938     GOOD             TXHD
 CU1170  HISTORY     - 1955     POOR             CGS
 CU1170  HISTORY     - 1965     MARK NOT FOUND   CGS
 CU1170
 CU1170                          STATION DESCRIPTION
 CU1170
 CU1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CU1170'FIVE MILES E AND 1 MILE N OF THE COURTHOUSE AT LAMESA, 1.5
 CU1170'MILES E AND 2.75 MILES S OF THE ARVANNA GIN, IN THE CENTRAL
 CU1170'PART OF SECTION 3, THESE DIRECTIONS BEING BASED ON THE
 CU1170'ASSUMPTION THAT THE SECTION LINES RUN N-S AND E-W, AN ASSUMPTION
 CU1170'NOT EXACTLY TRUE.  STATION IS ON LAND OWNED BY JANE KING, OF FORT
 CU1170'WORTH, AND LEASED AND OCCUPIED BY E.L. TYRA.  IT IS 13.2
 CU1170'METERS (43 FEET) W OF A N-S FENCE LINE, 22.6 METERS (74 FEET)
 CU1170'S OF AN E-W FENCE LINE, AND IN A SANDY BARNYARD ABOUT 100
 CU1170'METERS (328 FEET) NE OF A FARMHOUSE ON A SLIGHT RISE IN THE
 CU1170'GROUND.
 CU1170'
 CU1170'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CU1170'DISKS SET IN CONCRETE.
 CU1170'
 CU1170'REFERENCE MARK NO. 1 IS IN THE SW CORNER OF A SMALL PLOT
 CU1170'OF CULTIVATED GROUND, 2 FEET N OF THE RIGHT-OF-WAY FENCE ON
 CU1170'N SIDE OF AN E-W SECTION-LINE ROAD, AND 0.3 MILE FROM THE
 CU1170'STATION,  S 04 DEG 38 MIN E.
 CU1170'
 CU1170'REFERENCE MARK NO. 2 IS IN A FENCE CORNER, 40.98 METERS
 CU1170'(134.4 FEET) FROM STATION, N 72 DEG 29 MIN W.
 CU1170'
 CU1170'OTHER BEARINGS FROM STATION ARE--LAMESA, MUNICIPAL WATER
 CU1170'TANK, FINIAL,  S 66 DEG 23 MIN W.  LAMESA, WEST TEXAS
 CU1170'DAIRY PRODUCTS COMPANY, CONCRETE STACK, S 70 DEG 15 MIN W.
 CU1170'
 CU1170'TO REACH STATION FROM LAMESA, GO TO THE NE CORNER OF LAMESA,
 CU1170'ON U.S. HIGHWAY 385, THEN E 4.5 MILES ON SECTION-LINE ROAD,
 CU1170'TURN N THROUGH WOODEN GATE AND GO 0.3 MILE N TO STATION.
 CU1170
 CU1170                          STATION RECOVERY (1938)
 CU1170
 CU1170'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU1170'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CU1170'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CU1170'
 CU1170'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CU1170'15 AND U.S. HIGHWAY 87 IN LAMESA, GO E FOR 0.2 MILE TO CROSSROADS,
 CU1170'TURN LEFT, OR N AND GO 0.2 MILE TO A CROSSROADS, TURN RIGHT,
 CU1170'OR E AND GO 4.65 MILES TO A CROSSROADS, TURN LEFT OR N AND GO
 CU1170'0.3 MILE, THEN E FOR 0.05 MILE, THEN N 20 DEG W FOR 0.1 MILE
 CU1170'TO TOP OF KNOLL AND STATION.  STATION IS ON LAND OF MRS. JANE
 CU1170'KING.
 CU1170
 CU1170                          STATION RECOVERY (1955)
 CU1170
 CU1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RJF)
 CU1170'LETTER OF MR. RAYMOND J. FAULHABER, AMERADA PETROLEUM CORP.,
 CU1170'P.O. BOX 2040 TULSA 2, OKLA., DATED NOV. 8, 1955.
 CU1170'
 CU1170'THE STATION SEEMED TO HAVE BEEN PULLED OUT OF THE GROUND
 CU1170'AND MOVED, THEREFORE WE WERE UNABLE TO ESTABLISH THE TRUE
 CU1170'LOCATION OF THE STATION, WE USED THE DESCRIPTIVE LOCATION
 CU1170'IN SEARCHING FOR REFERENCE MARK NO. 2.
 CU1170'
 CU1170'REFERENCE MARK NO. 2 WAS NOT RECOVERED, WE SEARCHED EVERY
 CU1170'FENCE CORNER OF THE BARNYARD, AND CHAINED A 134 FOOT CIRCLE
 CU1170'FROM THE STATION, BUT WERE UNABLE TO FIND EVEN A TRACE OF IT.
 CU1170'
 CU1170'OFFICE NOTE--STATION DISK STAMPED LAMESA 1932 AND REFERENCE
 CU1170'MARK DISK STAMPED LAMESA NO 1 1932 RECEIVED AT THIS OFFICE
 CU1170'11/17/55.
 CU1170
 CU1170                          STATION RECOVERY (1965)
 CU1170
 CU1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (TCH)
 CU1170'SURFACE MARK WAS DESTROYED BY FARMING.  UNDERGROUND MARK
 CU1170'WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1171 ***********************************************************************
 CU1171  DESIGNATION -  LAMESA 2
 CU1171  PID         -  CU1171
 CU1171  STATE/COUNTY-  TX/DAWSON
 CU1171  USGS QUAD   -  HANCOCK (1968)
 CU1171
 CU1171                         *CURRENT SURVEY CONTROL
 CU1171  ___________________________________________________________________
 CU1171* NAD 83(1993)-  32 45 43.20400(N)    101 52 20.99043(W)     ADJUSTED  
 CU1171* NAVD 88     -       908.7    (meters)    2981.     (feet)  VERTCON   
 CU1171  ___________________________________________________________________
 CU1171  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 CU1171  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CU1171
 CU1171  HORZ ORDER  -  FIRST
 CU1171
 CU1171.The horizontal coordinates were established by classical geodetic methods
 CU1171.and adjusted by the National Geodetic Survey in February 1996..
 CU1171
 CU1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1171
 CU1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1171
 CU1171.The geoid height was determined by GEOID03.
 CU1171
 CU1171;                    North         East     Units Scale Factor Converg.
 CU1171;SPC TXNC     - 2,126,532.907   284,076.339   MT  0.99988532   -1 50 21.6
 CU1171;SPC TXNC     - 6,976,800.05    932,007.12   sFT  0.99988532   -1 50 21.6
 CU1171;UTM  14      - 3,628,555.145   230,898.089   MT  1.00049303   -1 33 19.4
 CU1171
 CU1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1171!SPC TXNC     -   0.99986115  x   0.99988532  =   0.99974649
 CU1171!UTM  14      -   0.99986115  x   1.00049303  =   1.00035411
 CU1171
 CU1171|---------------------------------------------------------------------|
 CU1171| PID    Reference Object                     Distance      Geod. Az  |
 CU1171|                                                           dddmmss.s |
 CU1171| CH8843 LAMESA 2 RM 3                         9.774 METERS 01145     |
 CU1171| CH8842 LAMESA 2 AZ MK                                     1344256.6 |
 CU1171| CU1152 LAMESA FAA MICROWAVE                APPROX.13.8 KM 1673220.3 |
 CU1171| CU1162 LAMESA CABLE TV MAST                APPROX. 9.8 KM 2400101.3 |
 CU1171| CH8844 LAMESA 2 RM 4                         9.941 METERS 33113     |
 CU1171|---------------------------------------------------------------------|
 CU1171
 CU1171                          SUPERSEDED SURVEY CONTROL
 CU1171
 CU1171  NAD 83(1986)-  32 45 43.21230(N)    101 52 20.98283(W) AD(       ) 1
 CU1171  NAD 27      -  32 45 42.84708(N)    101 52 19.46129(W) AD(       ) 1
 CU1171  NGVD 29 (07/19/86)  908.4    (m)         2980.     (f) VERT ANG       
 CU1171
 CU1171.Superseded values are not recommended for survey control.
 CU1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1171.See file dsdata.txt to determine how the superseded data were derived.
 CU1171
 CU1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3089828555(NAD 83)
 CU1171_MARKER: DS = TRIANGULATION STATION DISK
 CU1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1171
 CU1171  HISTORY     - Date     Condition        Report By
 CU1171  HISTORY     - 1968     MONUMENTED       CGS
 CU1171
 CU1171                          STATION DESCRIPTION
 CU1171
 CU1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1171'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHWEST OF
 CU1171'O DONNELL, 5 MILES EAST-NORTHEAST OF LAMESA, 4-3/4 MILES
 CU1171'NORTHWEST OF KEY AND 3.5 MILES NORTH OF U.S. HIGHWAY 180.
 CU1171'
 CU1171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180 AND
 CU1171'FARM ROAD 178 IN KEY, WHICH IS ABOUT 8 MILES EAST OF LAMESA, GO
 CU1171'WEST ON U.S. HIGHWAY 180 FOR 3.0 MILE TO A GRADED CROSSROAD.  TURN
 CU1171'RIGHT, NORTH, ON GRADED ROAD FOR 2.0 MILES TO AN ASPHALT
 CU1171'CROSSROAD.  CONTINUE AHEAD, NORTH, FOR 1.0 MILE TO A
 CU1171'CROSSROAD.  TURN LEFT, WEST, FOR 0.25 MILE TO THE AZIMUTH MARK
 CU1171'ON THE RIGHT.  CONTINUE AHEAD, WEST, FOR 0.3 MILE TO A FIELD
 CU1171'ROAD RIGHT.  TURN RIGHT, NORTH, ON THE FIELD ROAD FOR 0.3 MILE
 CU1171'TO AN IRRIGATION PUMP AND THE STATION ON THE RIGHT.
 CU1171'
 CU1171'THE STATION MARK IS A STANDARD DISK STAMPED LAMESA 2 1968, SET
 CU1171'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 CU1171'WITH THE GROUND.  IT IS 64 FEET SOUTH OF THE IRRIGATION PUMP AND
 CU1171'18 FEET EAST OF THE CENTER OF THE FIELD ROAD.
 CU1171'
 CU1171'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LAMESA 2 NO 3
 CU1171'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 CU1171'IS FLUSH WITH THE GROUND.  IT IS 37 FEET SOUTHEAST OF THE
 CU1171'IRRIGATION PUMP AND 32 FEET EAST OF THE CENTER OF THE FIELD ROAD.
 CU1171'
 CU1171'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED LAMESA 2 NO 4
 CU1171'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 CU1171'IS FLUSH WITH THE GROUND.  IT IS 34 FEET SOUTH-SOUTHWEST OF
 CU1171'THE IRRIGATION PUMP AND 9 FEET EAST OF THE CENTER OF THE FIELD
 CU1171'ROAD.
 CU1171'
 CU1171'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LAMESA 2 1968,
 CU1171'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1171'3 INCHES ABOVE THE GROUND.  IT IS 22 FEET NORTH OF THE CENTER
 CU1171'OF A GRADED DIRT ROAD, 3.4 FEET EAST-NORTHEAST OF A METAL WITNESS
 CU1171'POST AND 2 FEET NORTHWEST OF A POWER LINE POLE.
 CU1171'
 CU1171'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF A
 CU1171'LARGE PILE OF IRRIGATION PIPE BETWEEN THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1162 ***********************************************************************
 CU1162  DESIGNATION -  LAMESA CABLE TV MAST
 CU1162  PID         -  CU1162
 CU1162  STATE/COUNTY-  TX/DAWSON
 CU1162  USGS QUAD   -  LAMESA SOUTH (1970)
 CU1162
 CU1162                         *CURRENT SURVEY CONTROL
 CU1162  ___________________________________________________________________
 CU1162* NAD 83(1993)-  32 43 04.75873(N)    101 57 45.61422(W)     ADJUSTED  
 CU1162* NAVD 88     -                                                        
 CU1162  ___________________________________________________________________
 CU1162  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 CU1162  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CU1162
 CU1162  HORZ ORDER  -  THIRD
 CU1162
 CU1162.The horizontal coordinates were established by classical geodetic methods
 CU1162.and adjusted by the National Geodetic Survey in February 1996..
 CU1162
 CU1162
 CU1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1162
 CU1162.The geoid height was determined by GEOID03.
 CU1162
 CU1162;                    North         East     Units Scale Factor Converg.
 CU1162;SPC TXNC     - 2,121,929.918   275,471.409   MT  0.99988947   -1 53 18.7
 CU1162;SPC TXNC     - 6,961,698.41    903,775.78   sFT  0.99988947   -1 53 18.7
 CU1162;UTM  14      - 3,623,906.456   222,310.720   MT  1.00055095   -1 36 08.5
 CU1162;UTM  13      - 3,624,104.757   784,689.711   MT  1.00059951   +1 38 34.1
 CU1162
 CU1162                          SUPERSEDED SURVEY CONTROL
 CU1162
 CU1162  NAD 83(1986)-  32 43 04.76757(N)    101 57 45.60645(W) AD(       ) 4
 CU1162  NAD 27      -  32 43 04.41681(N)    101 57 44.09036(W) AD(       ) 3
 CU1162
 CU1162.Superseded values are not recommended for survey control.
 CU1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1162.See file dsdata.txt to determine how the superseded data were derived.
 CU1162
 CU1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2231123906(NAD 83)
 CU1162_MARKER: 42 = RADIO/TV MAST
 CU1162
 CU1162  HISTORY     - Date     Condition        Report By
 CU1162  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1162
 CU1162                          STATION DESCRIPTION
 CU1162
 CU1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1162'IT IS A LACED STEEL MAST, PAINTED RED AND WHITE AND IS 503 FEET
 CU1162'HIGH.  THE POINT INTERSECTED WAS THE TOP-CENTER OF THE MAST.
 CU1162'
 CU1162'IT IS LOCATED ABOUT 350 FEET WEST OF THE INTERSECTION OF SOUTH
 CU1162'AVENUE N AND SOUTH 12TH STREET IN LAMESA.
 CU1162'
 CU1162'LAMESA, CABLE TELEVISION COMPANY, MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1160 ***********************************************************************
 CU1160  DESIGNATION -  LAMESA E MUNICIPAL TANK
 CU1160  PID         -  CU1160
 CU1160  STATE/COUNTY-  TX/DAWSON
 CU1160  USGS QUAD   -  LAMESA SOUTH (1970)
 CU1160
 CU1160                         *CURRENT SURVEY CONTROL
 CU1160  ___________________________________________________________________
 CU1160* NAD 83(1993)-  32 43 49.82377(N)    101 56 53.17597(W)     ADJUSTED  
 CU1160* NAVD 88     -                                                        
 CU1160  ___________________________________________________________________
 CU1160  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 CU1160  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CU1160
 CU1160  HORZ ORDER  -  THIRD
 CU1160
 CU1160.The horizontal coordinates were established by classical geodetic methods
 CU1160.and adjusted by the National Geodetic Survey in February 1996..
 CU1160.No horizontal observational check was made to the station.
 CU1160
 CU1160
 CU1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1160
 CU1160.The geoid height was determined by GEOID03.
 CU1160
 CU1160;                    North         East     Units Scale Factor Converg.
 CU1160;SPC TXNC     - 2,123,272.362   276,881.642   MT  0.99988823   -1 52 50.1
 CU1160;SPC TXNC     - 6,966,102.74    908,402.52   sFT  0.99988823   -1 52 50.1
 CU1160;UTM  14      - 3,625,256.806   223,715.161   MT  1.00054135   -1 35 42.1
 CU1160;UTM  13      - 3,625,532.540   786,015.521   MT  1.00060884   +1 39 04.5
 CU1160
 CU1160                          SUPERSEDED SURVEY CONTROL
 CU1160
 CU1160  NAD 83(1986)-  32 43 49.83259(N)    101 56 53.16824(W) AD(       ) 4
 CU1160  NAD 27      -  32 43 49.43483(N)    101 56 51.68454(W) AD(       ) 3
 CU1160
 CU1160.Superseded values are not recommended for survey control.
 CU1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1160.See file dsdata.txt to determine how the superseded data were derived.
 CU1160
 CU1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2371525257(NAD 83)
 CU1160_MARKER: 53 = ELEVATED TANK
 CU1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU1160+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CU1160
 CU1160  HISTORY     - Date     Condition        Report By
 CU1160  HISTORY     - 1975     FIRST OBSERVED   NGS
 CU1160  HISTORY     - 20040827 GOOD             USPSQD
 CU1160
 CU1160                          STATION DESCRIPTION
 CU1160
 CU1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CU1160'THE STATION, LAMESA SOUTHEAST MUNICIPAL WATER TANK, IS
 CU1160'THE CENTER OF THE TOP OF A 135 FEET HIGH, ELEVATED WATER
 CU1160'TANK, PAINTED SILVER AND SUPPORTED BY SIX LEGS.  IT IS
 CU1160'LOCATED ABOUT 100 FEET EAST OF THE INTERSECTION OF
 CU1160'SOUTH THIRD STREET AND LYNN AVENUE IN LAMESA, TEXAS.
 CU1160
 CU1160                          STATION RECOVERY (2004)
 CU1160
 CU1160'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CU1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1165 ***********************************************************************
 CU1165  DESIGNATION -  LAMESA ET USGS 1968
 CU1165  PID         -  CU1165
 CU1165  STATE/COUNTY-  TX/DAWSON
 CU1165  USGS QUAD   -  LAMESA SOUTH (1970)
 CU1165
 CU1165                         *CURRENT SURVEY CONTROL
 CU1165  ___________________________________________________________________
 CU1165* NAD 83(1993)-  32 43 36.77371(N)    101 56 47.87600(W)     ADJUSTED  
 CU1165* NAVD 88     -       953.7    (meters)    3129.     (feet)  VERTCON   
 CU1165  ___________________________________________________________________
 CU1165  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 CU1165  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CU1165
 CU1165  HORZ ORDER  -  SECOND
 CU1165
 CU1165.The horizontal coordinates were established by classical geodetic methods
 CU1165.and adjusted by the National Geodetic Survey in February 1996..
 CU1165
 CU1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1165
 CU1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1165
 CU1165.The geoid height was determined by GEOID03.
 CU1165
 CU1165;                    North         East     Units Scale Factor Converg.
 CU1165;SPC TXNC     - 2,122,866.083   277,006.367   MT  0.99988859   -1 52 47.2
 CU1165;SPC TXNC     - 6,964,769.81    908,811.72   sFT  0.99988859   -1 52 47.2
 CU1165;UTM  14      - 3,624,850.889   223,841.992   MT  1.00054049   -1 35 38.6
 CU1165;UTM  13      - 3,625,134.429   786,165.144   MT  1.00060990   +1 39 06.8
 CU1165
 CU1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1165!SPC TXNC     -   0.99985407  x   0.99988859  =   0.99974267
 CU1165!UTM  14      -   0.99985407  x   1.00054049  =   1.00039448
 CU1165!UTM  13      -   0.99985407  x   1.00060990  =   1.00046388
 CU1165
 CU1165:                Primary Azimuth Mark                     Grid Az
 CU1165:SPC TXNC     -  ARVANA ET                                020 25 38.6
 CU1165:UTM  14      -  ARVANA ET                                020 08 30.0
 CU1165:UTM  13      -  ARVANA ET                                016 53 44.6
 CU1165
 CU1165|---------------------------------------------------------------------|
 CU1165| PID    Reference Object                     Distance      Geod. Az  |
 CU1165|                                                           dddmmss.s |
 CU1165| CU1173 ARVANA ET                           APPROX.11.0 KM 0183251.4 |
 CU1165| CV0768 PUNKIN CENTER MICROWAVE TOWER       APPROX.16.9 KM 3245844.1 |
 CU1165|---------------------------------------------------------------------|
 CU1165
 CU1165                          SUPERSEDED SURVEY CONTROL
 CU1165
 CU1165  NAD 83(1986)-  32 43 36.78179(N)    101 56 47.86887(W) AD(       ) 2
 CU1165  NAD 27      -  32 43 36.41516(N)    101 56 46.32005(W) AD(       ) 2
 CU1165  NGVD 29 (07/19/86)  953.4    (m)         3128.     (f) VERT ANG       
 CU1165
 CU1165.Superseded values are not recommended for survey control.
 CU1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1165.See file dsdata.txt to determine how the superseded data were derived.
 CU1165
 CU1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2384224851(NAD 83)
 CU1165_MARKER: DD = SURVEY DISK
 CU1165_SETTING: 0 = UNSPECIFIED SETTING
 CU1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1165
 CU1165  HISTORY     - Date     Condition        Report By
 CU1165  HISTORY     - 1968     MONUMENTED       USGS
 CU1165
 CU1165                          STATION DESCRIPTION
 CU1165
 CU1165'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CU1165'NO REFERENCE MARKS SET.
 CU1165'
 CU1165'THE STATION IS LOCATED SOUTH 14 DEG EAST ABOUT 0.7 MILE FROM THE
 CU1165'JUNCTION OF U.S. HIGHWAYS 87 AND 180 IN LAMESA, TEXAS, ON THE
 CU1165'HEADER HOUSE OF THE GRAIN ELEVATOR 156.0 FEET ABOVE THE GROUND.
 CU1165'
 CU1165'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 180 IN
 CU1165'LAMESA, TEXAS, GO 0.7 MILE SOUTH ON HIGHWAY 87 TO THE GRAIN
 CU1165'ELEVATOR ON THE WEST SIDE OF THE RAILROAD TRACKS ABOUT 500 FEET
 CU1165'NORTH OF FARM-TO-MARKET ROAD 827.  ACCESS TO THE TOP OF THE HEADER
 CU1165'HOUSE IS BY A SPIRAL STAIRCASE TO THE TOP FLOOR AND BY RUNG
 CU1165'LADDER 20 FEET THRU MANHOLE TO THE ROOF.
 CU1165'
 CU1165'STATION MARK--A USGS BRONZE TABLET SET IN THE CONCRETE ROOF ABOUT
 CU1165'7 FEET FROM THE SOUTHEAST EDGE STAMPED LAMESA ET 1968.
 CU1165'
 CU1165'STATION ARVANA ET 1968 IS VISIBLE FROM THE STATION AND WILL SERVE
 CU1165'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1152 ***********************************************************************
 CU1152  DESIGNATION -  LAMESA FAA MICROWAVE
 CU1152  PID         -  CU1152
 CU1152  STATE/COUNTY-  TX/DAWSON
 CU1152  USGS QUAD   -  KEY (1970)
 CU1152
 CU1152                         *CURRENT SURVEY CONTROL
 CU1152  ___________________________________________________________________
 CU1152* NAD 83(1993)-  32 38 25.33742(N)    101 50 26.63238(W)     ADJUSTED  
 CU1152* NAVD 88     -                                                        
 CU1152  ___________________________________________________________________
 CU1152  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 CU1152  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CU1152
 CU1152  HORZ ORDER  -  THIRD
 CU1152
 CU1152.The horizontal coordinates were established by classical geodetic methods
 CU1152.and adjusted by the National Geodetic Survey in February 1996..
 CU1152
 CU1152
 CU1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1152
 CU1152.The geoid height was determined by GEOID03.
 CU1152
 CU1152;                    North         East     Units Scale Factor Converg.
 CU1152;SPC TXNC     - 2,112,957.491   286,622.248   MT  0.99989822   -1 49 19.3
 CU1152;SPC TXNC     - 6,932,261.37    940,359.83   sFT  0.99989822   -1 49 19.3
 CU1152;UTM  14      - 3,614,984.584   233,513.386   MT  1.00047577   -1 31 59.1
 CU1152
 CU1152                          SUPERSEDED SURVEY CONTROL
 CU1152
 CU1152  NAD 83(1986)-  32 38 25.34484(N)    101 50 26.62506(W) AD(       ) 4
 CU1152  NAD 27      -  32 38 24.96469(N)    101 50 25.11662(W) AD(       ) 3
 CU1152
 CU1152.Superseded values are not recommended for survey control.
 CU1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1152.See file dsdata.txt to determine how the superseded data were derived.
 CU1152
 CU1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3351314985(NAD 83)
 CU1152_MARKER: 44 = MICROWAVE MAST
 CU1152
 CU1152  HISTORY     - Date     Condition        Report By
 CU1152  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1152
 CU1152                          STATION DESCRIPTION
 CU1152
 CU1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1152'STATION IS A LACED STEEL MAST, PAINTED RED AND WHITE AND IS ABOUT
 CU1152'200 FEET HIGH.  THE POINT INTERSECTED WAS THE TOP-CENTER OF
 CU1152'THE MAST.
 CU1152'
 CU1152'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 87 AND 180 ABOUT
 CU1152'2.0 MILES SOUTHEAST OF LAMESA, GO SOUTH ON U.S. HIGHWAY 87 FOR 5.85
 CU1152'MILES TO THE MAST ON THE LEFT, JUST EAST OF THE NORTH BOUND LANE OF
 CU1152'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1158 ***********************************************************************
 CU1158  DESIGNATION -  LAMESA MAGNETIC STATION
 CU1158  PID         -  CU1158
 CU1158  STATE/COUNTY-  TX/DAWSON
 CU1158  USGS QUAD   -  LAMESA SOUTH (1970)
 CU1158
 CU1158                         *CURRENT SURVEY CONTROL
 CU1158  ___________________________________________________________________
 CU1158* NAD 83(1993)-  32 43 30.85142(N)    101 56 55.91991(W)     ADJUSTED  
 CU1158* NAVD 88     -       891.3    (meters)    2924.     (feet)  VERTCON   
 CU1158  ___________________________________________________________________
 CU1158  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 CU1158  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CU1158
 CU1158  HORZ ORDER  -  THIRD
 CU1158
 CU1158.The horizontal coordinates were established by classical geodetic methods
 CU1158.and adjusted by the National Geodetic Survey in February 1996..
 CU1158
 CU1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1158
 CU1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1158
 CU1158.The geoid height was determined by GEOID03.
 CU1158
 CU1158;                    North         East     Units Scale Factor Converg.
 CU1158;SPC TXNC     - 2,122,690.635   276,791.061   MT  0.99988875   -1 52 51.6
 CU1158;SPC TXNC     - 6,964,194.19    908,105.34   sFT  0.99988875   -1 52 51.6
 CU1158;UTM  14      - 3,624,674.254   223,627.423   MT  1.00054195   -1 35 42.7
 CU1158;UTM  13      - 3,624,945.915   785,960.907   MT  1.00060845   +1 39 02.1
 CU1158
 CU1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1158!SPC TXNC     -   0.99986386  x   0.99988875  =   0.99975263
 CU1158!UTM  14      -   0.99986386  x   1.00054195  =   1.00040574
 CU1158!UTM  13      -   0.99986386  x   1.00060845  =   1.00047223
 CU1158
 CU1158|---------------------------------------------------------------------|
 CU1158| PID    Reference Object                     Distance      Geod. Az  |
 CU1158|                                                           dddmmss.s |
 CU1158| CH8847 LAMESA MAG STATION RM 2              50.603 METERS 07335     |
 CU1158| CH8845 LAMESA MAG STATION AZ MK                           1504603.7 |
 CU1158| CH8846 LAMESA MAG STATION RM 1              48.576 METERS 34459     |
 CU1158|---------------------------------------------------------------------|
 CU1158
 CU1158                          SUPERSEDED SURVEY CONTROL
 CU1158
 CU1158  NAD 83(1986)-  32 43 30.86023(N)    101 56 55.91342(W) AD(       ) 3
 CU1158  NAD 27      -  32 43 30.47400(N)    101 56 54.32700(W) AD(       ) 3
 CU1158  NGVD 29 (07/19/86)  891.0    (m)         2923.     (f) VERT ANG       
 CU1158
 CU1158.Superseded values are not recommended for survey control.
 CU1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1158.See file dsdata.txt to determine how the superseded data were derived.
 CU1158
 CU1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2362724674(NAD 83)
 CU1158_MARKER: DS = TRIANGULATION STATION DISK
 CU1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1158
 CU1158  HISTORY     - Date     Condition        Report By
 CU1158  HISTORY     - 1935     MONUMENTED       CGS
 CU1158  HISTORY     - 1938     MARK NOT FOUND   TXHD
 CU1158  HISTORY     - 1939     GOOD             TXGS
 CU1158  HISTORY     - 1961     GOOD             CGS
 CU1158
 CU1158                          STATION DESCRIPTION
 CU1158
 CU1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CU1158'STATION LIES IN THE PRESENT SOUTHERN PORTION OF LAMESA, ON
 CU1158'CITY PROPERTY N OF A FOOTBALL FIELD, 0.5 MILE S OF THE MUNICIPAL
 CU1158'WATER TANK, 150 YARDS S OF DAL PASO TOURIST CAMP, 219 FEET
 CU1158'W OF CENTER OF U.S. HIGHWAY 385, 184 FEET S OF CENTER OF
 CU1158'AN E-W STREET, AND ABOUT 75 YARDS SW OF THE LAMESA WRECKING
 CU1158'YARD.  MARK PROJECTS 5 INCHES, AND IS IN THE EXACT LOCATION
 CU1158'OF AN EARLIER MAGNETIC STATION MARK WHICH WAS BROKEN OFF.
 CU1158'
 CU1158'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CU1158'BRONZE DISKS SET IN CONCRETE.
 CU1158'
 CU1158'REFERENCE MARK NO. 1 IS NNW OF STATION, 25 FEET S OF CENTER
 CU1158'OF STREET, AND PROJECTS 5 INCHES.
 CU1158'
 CU1158'REFERENCE MARK NO. 2 IS ENE OF STATION, 54 FEET W OF CENTER
 CU1158'OF U.S. HIGHWAY 385 AND PROJECTS 5 INCHES.
 CU1158'
 CU1158'AZIMUTH MARK IS SE OF STATION, 25 FEET SW OF CENTER OF U.S.
 CU1158'HIGHWAY 385 AT CURVE, 10 FEET E OF TRACK ROAD, 2 FEET N OF
 CU1158'FENCE CORNER, AND PROJECTS 4 INCHES.
 CU1158'
 CU1158'NO MAIN STATIONS ARE VISIBLE FROM GROUND.  A 70-FOOT TOWER WAS
 CU1158'USED.
 CU1158'
 CU1158'STATION IS REACHED FROM SQUARE IN LAMESA BY DRIVING 0.5 MILE
 CU1158'S ON U.S. HIGHWAY 385, TURN RIGHT ONTO VACANT LOT FOR 70
 CU1158'YARDS TO STATION.
 CU1158
 CU1158                          STATION RECOVERY (1938)
 CU1158
 CU1158'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU1158'STATION IS UNDER C.C.C. CAMP HOUSE AND NOT RECOVERED.  REFERENCE
 CU1158'MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  NO ATTEMPT
 CU1158'MADE TO RECOVER THE AZIMUTH MARK.
 CU1158
 CU1158                          STATION RECOVERY (1939)
 CU1158
 CU1158'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CU1158'THE ORIGINAL DESCRIPTION OF THIS STATION IS CORRECT, HOWEVER
 CU1158'THE CIVILIAN CONSERVATION CORPS HAVE BUILT A CAMP ON THE TRACT
 CU1158'AND THE STATION IS BENEATH THE FLOOR OF ONE OF THESE BUILDINGS.
 CU1158'IT IS IMPOSSIBLE TO SEE FROM ANY OF THE POINTS TO ANY OTHER.
 CU1158'THE REFERENCE MARK NO. 2 IS ON THE SIDEWALK IMMEDIATELY IN FRONT
 CU1158'OF A DOORWAY.  ALL OF THE BUILDINGS ARE APPARENTLY TEMPORARY
 CU1158'STRUCTURES AND MAY IN TIME BE REMOVED.
 CU1158
 CU1158                          STATION RECOVERY (1961)
 CU1158
 CU1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 CU1158'THE APPROXIMATE SITE OF THIS STATION IS NOW COVERED BY THE
 CU1158'LUMUS MOTORS DODGE AGENCY BUILDING AND PARKING LOTS.  ALL
 CU1158'ORIGINAL REFERENCES ARE LOST.  THERE IS NO EVIDENCE OF THE
 CU1158'OLD C.C.C. CAMP, THE ROADS ARE NOW STREETS AND THE ENTIRE
 CU1158'AREA IS COMMERCIAL.  NEITHER THE CITY ENGINEER NOR THE ENGINEERS
 CU1158'OF THE HIGHWAY DEPARTMENT HAVE SEEN ANY OF THE MARKS AT THIS
 CU1158'STATION AND IT MAY BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1161 ***********************************************************************
 CU1161  DESIGNATION -  LAMESA N MUNICIPAL TANK
 CU1161  PID         -  CU1161
 CU1161  STATE/COUNTY-  TX/DAWSON
 CU1161  USGS QUAD   -  LAMESA SOUTH (1970)
 CU1161
 CU1161                         *CURRENT SURVEY CONTROL
 CU1161  ___________________________________________________________________
 CU1161* NAD 83(1993)-  32 43 57.44665(N)    101 57 03.03013(W)     ADJUSTED  
 CU1161* NAVD 88     -                                                        
 CU1161  ___________________________________________________________________
 CU1161  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 CU1161  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CU1161
 CU1161  HORZ ORDER  -  THIRD
 CU1161
 CU1161.The horizontal coordinates were established by classical geodetic methods
 CU1161.and adjusted by the National Geodetic Survey in February 1996..
 CU1161.No horizontal observational check was made to the station.
 CU1161
 CU1161
 CU1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1161
 CU1161.The geoid height was determined by GEOID03.
 CU1161
 CU1161;                    North         East     Units Scale Factor Converg.
 CU1161;SPC TXNC     - 2,123,515.458   276,632.939   MT  0.99988803   -1 52 55.5
 CU1161;SPC TXNC     - 6,966,900.30    907,586.57   sFT  0.99988803   -1 52 55.5
 CU1161;UTM  14      - 3,625,498.818   223,465.086   MT  1.00054306   -1 35 47.7
 CU1161;UTM  13      - 3,625,760.016   785,752.126   MT  1.00060698   +1 38 59.5
 CU1161
 CU1161                          SUPERSEDED SURVEY CONTROL
 CU1161
 CU1161  NAD 83(1986)-  32 43 57.45653(N)    101 57 03.02168(W) AD(       ) 4
 CU1161  NAD 27      -  32 43 57.09143(N)    101 57 01.49441(W) AD(       ) 3
 CU1161
 CU1161.Superseded values are not recommended for survey control.
 CU1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1161.See file dsdata.txt to determine how the superseded data were derived.
 CU1161
 CU1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2346525499(NAD 83)
 CU1161_MARKER: 53 = ELEVATED TANK
 CU1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU1161+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CU1161
 CU1161  HISTORY     - Date     Condition        Report By
 CU1161  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1161  HISTORY     - 20040827 GOOD             USPSQD
 CU1161
 CU1161                          STATION DESCRIPTION
 CU1161
 CU1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1161'IT IS A STEEL TANK SUPPORTED BY FOUR STRUCTURAL STEEL LEGS, PAINTED
 CU1161'SILVER AND IS ABOUT 125 FEET HIGH.  THE POINT INTERSECTED WAS THE
 CU1161'TOP-CENTER OF THE TANK.
 CU1161'
 CU1161'IT IS LOCATED ABOUT 200 FEET NORTHWEST OF THE INTERSECTION OF
 CU1161'DALLAS AVENUE AND 1ST STREET IN LAMESA.
 CU1161
 CU1161                          STATION RECOVERY (2004)
 CU1161
 CU1161'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CU1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1163 ***********************************************************************
 CU1163  DESIGNATION -  LAMESA W MUNICIPAL TANK
 CU1163  PID         -  CU1163
 CU1163  STATE/COUNTY-  TX/DAWSON
 CU1163  USGS QUAD   -  LAMESA SOUTH (1970)
 CU1163
 CU1163                         *CURRENT SURVEY CONTROL
 CU1163  ___________________________________________________________________
 CU1163* NAD 83(1993)-  32 43 13.92829(N)    101 58 26.19576(W)     ADJUSTED  
 CU1163* NAVD 88     -                                                        
 CU1163  ___________________________________________________________________
 CU1163  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CU1163  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CU1163
 CU1163  HORZ ORDER  -  THIRD
 CU1163
 CU1163.The horizontal coordinates were established by classical geodetic methods
 CU1163.and adjusted by the National Geodetic Survey in February 1996..
 CU1163.No horizontal observational check was made to the station.
 CU1163
 CU1163
 CU1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1163
 CU1163.The geoid height was determined by GEOID03.
 CU1163
 CU1163;                    North         East     Units Scale Factor Converg.
 CU1163;SPC TXNC     - 2,122,247.084   274,424.636   MT  0.99988922   -1 53 40.8
 CU1163;SPC TXNC     - 6,962,738.97    900,341.49   sFT  0.99988922   -1 53 40.8
 CU1163;UTM  14      - 3,624,218.598   221,261.678   MT  1.00055815   -1 36 30.9
 CU1163;UTM  13      - 3,624,357.022   783,624.637   MT  1.00059204   +1 38 12.5
 CU1163
 CU1163                          SUPERSEDED SURVEY CONTROL
 CU1163
 CU1163  NAD 83(1986)-  32 43 13.93735(N)    101 58 26.18868(W) AD(       ) 4
 CU1163  NAD 27      -  32 43 13.56774(N)    101 58 24.65438(W) AD(       ) 3
 CU1163
 CU1163.Superseded values are not recommended for survey control.
 CU1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1163.See file dsdata.txt to determine how the superseded data were derived.
 CU1163
 CU1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2126224219(NAD 83)
 CU1163_MARKER: 53 = ELEVATED TANK
 CU1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU1163+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CU1163
 CU1163  HISTORY     - Date     Condition        Report By
 CU1163  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1163  HISTORY     - 20040827 GOOD             USPSQD
 CU1163
 CU1163                          STATION DESCRIPTION
 CU1163
 CU1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1163'IT IS A STEEL TANK, SUPPORTED BY SIX STRUCTURAL STEEL LEGS, PAINTED
 CU1163'SILVER AND IS ABOUT 125 FEET HIGH.  THE POINT INTERSECTED WAS THE
 CU1163'TOP-CENTER OF THE TANK.
 CU1163'
 CU1163'IT IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF NORTH
 CU1163'6TH STREET AND AVENUE M IN LAMESA.
 CU1163'
 CU1163'LAMESA, NORTHWEST MUNICIPAL WATER TANK.
 CU1163
 CU1163                          STATION RECOVERY (2004)
 CU1163
 CU1163'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CU1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1159 ***********************************************************************
 CU1159  DESIGNATION -  LAMESA W TEX DAIRY PROD CO STK
 CU1159  PID         -  CU1159
 CU1159  STATE/COUNTY-  TX/DAWSON
 CU1159  USGS QUAD   -  LAMESA SOUTH (1970)
 CU1159
 CU1159                         *CURRENT SURVEY CONTROL
 CU1159  ___________________________________________________________________
 CU1159* NAD 83(1993)-  32 44 17.29449(N)    101 57 00.13984(W)     ADJUSTED  
 CU1159* NAVD 88     -                                                        
 CU1159  ___________________________________________________________________
 CU1159  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 CU1159  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CU1159
 CU1159  HORZ ORDER  -  THIRD
 CU1159
 CU1159.The horizontal coordinates were established by classical geodetic methods
 CU1159.and adjusted by the National Geodetic Survey in February 1996..
 CU1159
 CU1159
 CU1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1159
 CU1159.The geoid height was determined by GEOID03.
 CU1159
 CU1159;                    North         East     Units Scale Factor Converg.
 CU1159;SPC TXNC     - 2,124,124.011   276,728.219   MT  0.99988750   -1 52 53.9
 CU1159;SPC TXNC     - 6,968,896.86    907,899.17   sFT  0.99988750   -1 52 53.9
 CU1159;UTM  14      - 3,626,108.237   223,557.394   MT  1.00054243   -1 35 47.0
 CU1159;UTM  13      - 3,626,373.725   785,809.775   MT  1.00060739   +1 39 01.9
 CU1159
 CU1159                          SUPERSEDED SURVEY CONTROL
 CU1159
 CU1159  NAD 83(1986)-  32 44 17.30266(N)    101 57 00.13220(W) AD(       ) 4
 CU1159  NAD 27      -  32 44 16.94000(N)    101 56 58.60400(W) AD(       ) 3
 CU1159
 CU1159.Superseded values are not recommended for survey control.
 CU1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1159.See file dsdata.txt to determine how the superseded data were derived.
 CU1159
 CU1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2355726108(NAD 83)
 CU1159_MARKER: 63 = STACK
 CU1159
 CU1159  HISTORY     - Date     Condition        Report By
 CU1159  HISTORY     - 1932     FIRST OBSERVED   CGS
 CU1159  HISTORY     - 1949     GOOD             CGS
 CU1159  HISTORY     - 1968     GOOD             CGS
 CU1159
 CU1159                          STATION DESCRIPTION
 CU1159
 CU1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CU1159'IN NE SECTION OF LAMESA, IN THE NE CORNER OF THE INTERSECTION
 CU1159'OF N. FIFTH AND N. LYNN STREETS, A SLENDER CONCRETE STACK
 CU1159'FLARING SLIGHTLY AT THE TOP, PAINTED WHITE, WITH THE WORD
 CU1159'LAMESA IN BLACK LETTERS VERTICALLY ON THE SE AND NW SIDES,
 CU1159'ABOUT 100 FEET TALL.  THE STACK IS NOW OWNED BY HENNINGSEN
 CU1159'LAMESA, INC.
 CU1159
 CU1159                          STATION RECOVERY (1968)
 CU1159
 CU1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WWH)
 CU1159'RECOVERED AS DESCRIBED IN 1949
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1223 ***********************************************************************
 CA1223  FBN         -  This is a Federal Base Network Control Station.
 CA1223  DESIGNATION -  LAMPASAS CBL 0
 CA1223  PID         -  CA1223
 CA1223  STATE/COUNTY-  TX/LAMPASAS
 CA1223  USGS QUAD   -  LAMPASAS (1954)
 CA1223
 CA1223                         *CURRENT SURVEY CONTROL
 CA1223  ___________________________________________________________________
 CA1223* NAD 83(1993)-  31 06 03.06420(N)    098 11 42.49891(W)     ADJUSTED  
 CA1223* NAVD 88     -       352.2    (meters)    1156.     (feet)  GPS OBS   
 CA1223  ___________________________________________________________________
 CA1223  X           -    -779,222.483 (meters)                     COMP
 CA1223  Y           -  -5,410,681.356 (meters)                     COMP
 CA1223  Z           -   3,275,641.454 (meters)                     COMP
 CA1223  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 CA1223  ELLIP HEIGHT-         326.55  (meters)          (05/01/00) GPS OBS
 CA1223  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CA1223
 CA1223  HORZ ORDER  -  B
 CA1223  ELLP ORDER  -  THIRD     CLASS I
 CA1223
 CA1223.This mark is at Lampasas (T28) Airport (T28)
 CA1223
 CA1223.The horizontal coordinates were established by GPS observations
 CA1223.and adjusted by the National Geodetic Survey in May 1994..
 CA1223
 CA1223.The orthometric height was determined by GPS observations and a
 CA1223.high-resolution geoid model.
 CA1223
 CA1223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA1223
 CA1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1223
 CA1223.The ellipsoidal height was determined by GPS observations
 CA1223.and is referenced to NAD 83.
 CA1223
 CA1223.The geoid height was determined by GEOID03.
 CA1223
 CA1223;                    North         East     Units Scale Factor Converg.
 CA1223;SPC TX C     - 3,160,946.877   903,955.109   MT  0.99988324   +1 06 04.7
 CA1223;SPC TX C     -10,370,539.88  2,965,726.05   sFT  0.99988324   +1 06 04.7
 CA1223;UTM  14      - 3,441,057.356   576,757.152   MT  0.99967267   +0 24 56.8
 CA1223
 CA1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1223!SPC TX C     -   0.99994872  x   0.99988324  =   0.99983197
 CA1223!UTM  14      -   0.99994872  x   0.99967267  =   0.99962141
 CA1223
 CA1223                          SUPERSEDED SURVEY CONTROL
 CA1223
 CA1223  ELLIP H (05/09/94)  326.61   (m)                       GP(       ) 4 2
 CA1223
 CA1223.Superseded values are not recommended for survey control.
 CA1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1223.See file dsdata.txt to determine how the superseded data were derived.
 CA1223
 CA1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7675741057(NAD 83)
 CA1223_MARKER: DQ = CALIBRATION BASE LINE DISK
 CA1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1223_SP_SET: CONCRETE POST
 CA1223_STAMPING: 0
 CA1223_MARK LOGO: NGS   
 CA1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1223+STABILITY: SURFACE MOTION
 CA1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA1223+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1998
 CA1223
 CA1223  HISTORY     - Date     Condition        Report By
 CA1223  HISTORY     - 1982     MONUMENTED       NGS
 CA1223  HISTORY     - 19850510 GOOD             NGS
 CA1223  HISTORY     - 19930306 GOOD             NGS
 CA1223  HISTORY     - 19980213 GOOD             NGS
 CA1223
 CA1223                          STATION DESCRIPTION
 CA1223
 CA1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA1223'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 CA1223'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 99.98 FT.
 CA1223' 
 CA1223'THE BASE LINE IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF LAMPASAS,
 CA1223'ALONG THE WESTERN EDGE OF THE LAMPASAS MUNICIPAL AIRPORT.
 CA1223' 
 CA1223'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 CA1223'SOUTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1320 METER POINTS WITH
 CA1223'A 100-FOOT TAPE CALIBRATION STATION LOCATED TO THE WEST OF THE 0-METER
 CA1223'POINT.  THE BASE LINE RUNS PARALLEL WITH THE WESTERN EDGE OF THE
 CA1223'AIRPORTS RUNWAY.
 CA1223' 
 CA1223'TO REACH THE 0-METER POINT FROM THE JUNCTION OF UNITED STATES HIGHWAYS
 CA1223'183, 190, AND 281 ON THE NORTH SIDE OF LAMPASAS, GO NORTH ON HIGHWAY
 CA1223'281 FOR 2.0 KM (1.2 MI) TO THE LAMPASAS MUNICIPAL AIRPORT ENTRANCE ON
 CA1223'THE LEFT.  TURN LEFT AND GO WEST THROUGH THE ENTRANCE GATE.  CONTINUE
 CA1223'WESTERLY ON A TRACK ROAD ALONG THE FENCE LINE FOR 0.16 KM (0.1 MI) TO
 CA1223'THE 0-METER POINT ON THE RIGHT.
 CA1223' 
 CA1223'THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 CA1223'STAMPED--0--, SET IN THE TOP OF A CONCRETE POST RECESSED 13 CM (5 IN)
 CA1223'BELOW THE SURFACE OF THE GROUND. IT IS 77.0 M (252.6 FT) SOUTHWEST OF
 CA1223'THE SOUTHWESTERN CORNER OF THE RUNWAY, 14.5 M (47.6 FT) WEST OF THE
 CA1223'EXTENSION OF THE WESTERN EDGE OF THE RUNWAY, AND 1.0 M (3.3 FT)
 CA1223'NORTHWEST OF A WITNESS POST.
 CA1223' 
 CA1223'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 CA1223'ELEVATIONS ARE FOR CBL USE ONLY.  PROPER SAFETY PRECAUTIONS SHOULD BE
 CA1223'OBSERVED WHILE WITHIN THE AIRPORT PROPERTY, AND THE AIRPORT MANAGER
 CA1223'SHOULD BE NOTIFIED OF ALL ACTIVITIES.
 CA1223' 
 CA1223'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 CA1223'LAMPASAS COUNTY SURVEYOR.  FOR MORE INFORMATION CONTACT MR. JERRY M.
 CA1223'GOODSON, LAMPASAS COUNTY SURVEYOR, P.O. BOX 349, LAMPASAS, TX 76550.
 CA1223'TELEPHONE (512) 556-6885. OR CONTACT MR. ROBERT BRAME, LAMPASAS
 CA1223'MUNICIPAL AIRPORT MANAGER, HC 03, P.O. BOX 22C, LAMPASAS, TX 76550.
 CA1223'TELEPHONE (512) 556-6640.
 CA1223
 CA1223                          STATION RECOVERY (1985)
 CA1223
 CA1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 CA1223'THE MARK WAS RECOVERED AS DESCRIBED IN 1982.  AN ANGLE WAS TURNED FROM
 CA1223'THE 1320 M (4330.7 FT) POINT AND A POSITION WAS PUT ON THE O M POINT.
 CA1223
 CA1223                          STATION RECOVERY (1993)
 CA1223
 CA1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CA1223'STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF LAMPASAS, AT THE
 CA1223'LAMPASAS MUNICIPAL AIRPORT, ABOUT MIDWAY BETWEEN THE END OF RUNWAY 34
 CA1223'AND THE SOUTH CORNER OF THE AIRPORT.  OWNERSHIP--CITY OF LAMPASAS.
 CA1223'AIRPORT MANAGER IS BOB BRAME (FBO), PHONE 512-556-6640.  HE LIVES IN
 CA1223'TRAILER AT THE AIRPORT.
 CA1223'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 183, 190 AND 281 NORTH OF
 CA1223'LAMPASAS), GO NORTH ON HIGHWAY 281 FOR 1.89 KM (1.15 MI) TO THE
 CA1223'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST, ON PAVED LANE
 CA1223'FOR 0.06 KM (0.05 MI) TO A ROAD CURVE RIGHT.  KEEP LEFT, SOUTHWEST,
 CA1223'ALONG PERIMETER FENCE ON DIM ROAD FOR 0.15 KM (0.10 MI) TO THE
 CA1223'STATION ON THE RIGHT.
 CA1223'STATION MARK IS SET IN THE TOP OF A 25-CM CONCRETE POST RECESSED 15 CM
 CA1223'BELOW GROUND IN AN OPEN HOLE.  IT IS 77.6 M (254.6 FT)
 CA1223'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF RUNWAY 34, 24.3 M (79.7 FT)
 CA1223'SOUTHWEST OF THE EXTENDED RUNWAY CENTER, 24.5 M (80.4 FT) NORTHWEST OF
 CA1223'THE PERIMETER FENCE, 57.7 M (189.3 FT) NORTHEAST OF THE PERIMETER
 CA1223'FENCE, 30.5 M (100.1 FT) EAST-NORTHEAST OF LAMPASAS CBL 100 FT
 CA1223'(30.5 M) POINT, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST.
 CA1223
 CA1223                          STATION RECOVERY (1998)
 CA1223
 CA1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CA1223'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES  NOTE--CONTACT
 CA1223'AIRPORT MANAGER ON ARRIVAL WITH INTENTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1206 ***********************************************************************
 CA1206  SACS        -  This is a Secondary Airport Control Station.
 CA1206  DESIGNATION -  LAMPASAS CBL 100
 CA1206  PID         -  CA1206
 CA1206  STATE/COUNTY-  TX/LAMPASAS
 CA1206  USGS QUAD   -  LAMPASAS (1954)
 CA1206
 CA1206                         *CURRENT SURVEY CONTROL
 CA1206  ___________________________________________________________________
 CA1206* NAD 83(1993)-  31 06 02.90516(N)    098 11 43.63395(W)     ADJUSTED  
 CA1206* NAVD 88     -       352.37   (meters)    1156.1    (feet)  GPS OBS   
 CA1206  ___________________________________________________________________
 CA1206  X           -    -779,252.621 (meters)                     COMP
 CA1206  Y           -  -5,410,679.598 (meters)                     COMP
 CA1206  Z           -   3,275,637.275 (meters)                     COMP
 CA1206  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 CA1206  ELLIP HEIGHT-         326.58  (meters)          (07/05/01) GPS OBS
 CA1206  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CA1206
 CA1206  HORZ ORDER  -  FIRST
 CA1206  ELLP ORDER  -  FIFTH     CLASS I
 CA1206
 CA1206.This mark is at Lampasas (T28) Airport (T28)
 CA1206
 CA1206.The horizontal coordinates were established by GPS observations
 CA1206.and adjusted by the National Geodetic Survey in September 1996..
 CA1206
 CA1206.The orthometric height was determined by GPS observations and a
 CA1206.high-resolution geoid model.
 CA1206
 CA1206.GPS derived orthometric heights for airport stations designated as
 CA1206.PACS or SACS are published to 2 decimal places.  This maintains
 CA1206.centimeter relative accuracy between the PACS and SACS.  It does
 CA1206.not indicate centimeter accuracy relative to other marks which are
 CA1206.part of the NAVD 88 network.
 CA1206
 CA1206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA1206
 CA1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1206
 CA1206.The ellipsoidal height was determined by GPS observations
 CA1206.and is referenced to NAD 83.
 CA1206
 CA1206.The geoid height was determined by GEOID03.
 CA1206
 CA1206;                    North         East     Units Scale Factor Converg.
 CA1206;SPC TX C     - 3,160,941.402   903,925.132   MT  0.99988324   +1 06 04.1
 CA1206;SPC TX C     -10,370,521.92  2,965,627.70   sFT  0.99988324   +1 06 04.1
 CA1206;UTM  14      - 3,441,052.242   576,727.118   MT  0.99967261   +0 24 56.2
 CA1206
 CA1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1206!SPC TX C     -   0.99994872  x   0.99988324  =   0.99983196
 CA1206!UTM  14      -   0.99994872  x   0.99967261  =   0.99962135
 CA1206
 CA1206:                Primary Azimuth Mark                     Grid Az
 CA1206:SPC TX C     -  LAMPASAS CBL 1320                        350 58 10.9
 CA1206:UTM  14      -  LAMPASAS CBL 1320                        351 39 18.8
 CA1206
 CA1206|---------------------------------------------------------------------|
 CA1206| PID    Reference Object                     Distance      Geod. Az  |
 CA1206|                                                           dddmmss.s |
 CA1206| CA1207 LAMPASAS CBL 1320                   APPROX. 1.3 KM 3520415.0 |
 CA1206|---------------------------------------------------------------------|
 CA1206
 CA1206                          SUPERSEDED SURVEY CONTROL
 CA1206
 CA1206  ELLIP H (09/05/96)  326.62   (m)                       GP(       ) 5 1
 CA1206  NAD 83(1993)-  31 06 02.90350(N)    098 11 43.63267(W) AD(       ) 3
 CA1206  ELLIP H (02/16/96)  326.73   (m)                       GP(       ) 5 1
 CA1206  NAD 83(1986)-  31 06 02.91337(N)    098 11 43.64456(W) AD(       ) 3
 CA1206  NAD 27      -  31 06 02.26780(N)    098 11 42.53465(W) AD(       ) 3
 CA1206  NGVD 29 (12/08/88)  352.2    (m)         1156.     (f) GPS OBS        
 CA1206
 CA1206.Superseded values are not recommended for survey control.
 CA1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1206.See file dsdata.txt to determine how the superseded data were derived.
 CA1206
 CA1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7672741052(NAD 83)
 CA1206_MARKER: DQ = CALIBRATION BASE LINE DISK
 CA1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1206_SP_SET: CONCRETE POST
 CA1206_STAMPING: 100 FT
 CA1206_MARK LOGO: NGS   
 CA1206_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1206+STABILITY: SURFACE MOTION
 CA1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA1206+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1995
 CA1206
 CA1206  HISTORY     - Date     Condition        Report By
 CA1206  HISTORY     - 1982     MONUMENTED       NGS
 CA1206  HISTORY     - 19880326 GOOD             NGS
 CA1206  HISTORY     - 19890111 GOOD             NGS
 CA1206  HISTORY     - 19950310 GOOD             NGS
 CA1206
 CA1206                          STATION DESCRIPTION
 CA1206
 CA1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA1206'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 CA1206'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 99.98 FT.
 CA1206' 
 CA1206'THE BASE LINE IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF LAMPASAS,
 CA1206'ALONG THE WESTERN EDGE OF THE LAMPASAS MUNICIPAL AIRPORT.
 CA1206' 
 CA1206'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 CA1206'SOUTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1320 METER POINTS WITH
 CA1206'A 100-FOOT TAPE CALIBRATION STATION LOCATED TO THE WEST OF THE 0-METER
 CA1206'POINT.  THE BASE LINE RUNS PARALLEL WITH THE WESTERN EDGE OF THE
 CA1206'AIRPORTS RUNWAY.
 CA1206' 
 CA1206'TO REACH THE 0-METER POINT FROM THE JUNCTION OF UNITED STATES HIGHWAYS
 CA1206'183, 190, AND 281 ON THE NORTH SIDE OF LAMPASAS, GO NORTH ON HIGHWAY
 CA1206'281 FOR 2.0 KM (1.2 MI) TO THE LAMPASAS MUNICIPAL AIRPORT ENTRANCE ON
 CA1206'THE LEFT.  TURN LEFT AND GO WEST THROUGH THE ENTRANCE GATE.  CONTINUE
 CA1206'WESTERLY ON A TRACK ROAD ALONG THE FENCE LINE FOR 0.16 KM (0.1 MI) TO
 CA1206'THE 0-METER POINT ON THE RIGHT.
 CA1206' 
 CA1206'THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION
 CA1206'BASE LINE DISK STAMPED--100 FT--, SET IN THE TOP OF A CONCRETE POST
 CA1206'RECESSED 15 CM (6 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.47 M
 CA1206'(99.98 FT) WEST OF THE 0-METER POINT AND 1.2 M (3.9 FT) NORTHEAST OF A
 CA1206'WITNESS POST.  THE REDUCED MARK-TO-MARK DISTANCE IS 99.98 FT.
 CA1206' 
 CA1206'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 CA1206'ELEVATIONS ARE FOR CBL USE ONLY.  PROPER SAFETY PRECAUTIONS SHOULD BE
 CA1206'OBSERVED WHILE WITHIN THE AIRPORT PROPERTY, AND THE AIRPORT MANAGER
 CA1206'SHOULD BE NOTIFIED OF ALL ACTIVITIES.
 CA1206' 
 CA1206'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 CA1206'LAMPASAS COUNTY SURVEYOR.  FOR MORE INFORMATION CONTACT MR. JERRY M.
 CA1206'GOODSON, LAMPASAS COUNTY SURVEYOR, P.O. BOX 349, LAMPASAS, TX 76550.
 CA1206'TELEPHONE (512) 556-6885. OR CONTACT MR. ROBERT BRAME, LAMPASAS
 CA1206'MUNICIPAL AIRPORT MANAGER, HC 03, P.O. BOX 22C, LAMPASAS, TX 76550.
 CA1206'TELEPHONE (512) 556-6640.
 CA1206
 CA1206                          STATION RECOVERY (1988)
 CA1206
 CA1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CA1206'RECOVERED IN GOOD CONDITION.
 CA1206
 CA1206                          STATION RECOVERY (1989)
 CA1206
 CA1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CA1206'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF LAMPASAS, 0.3 KM
 CA1206'(0.20 MI) SOUTHWEST OF U.S.HIGHWAY 281, AT THE LAMPASAS MUNICIPAL
 CA1206'AIRPORT, IN A LARGE GRASS ARES NEAR THE SOUTHWEST CORNER OF THE
 CA1206'AIRPORT.  OWNERSHIP--CITY OF LAMPASAS, POST OFFICE BOX 666, LAMPASAS,
 CA1206'TEXAS 76550.  AIRPORT MANAGER IS BOB BRAME (FBO), TELEPHONE
 CA1206'512-556-6640.
 CA1206'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 183, 190, AND
 CA1206'281 NEAR THE NORTH EDGE OF LAMPASAS, GO NORTH ON U.S. HIGHWAY 281 FOR
 CA1206'2.16 KM (1.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 CA1206'SOUTHWEST, ON A PAVED, THEN TRACK ROAD ALONG THE PERIMETER FENCE FOR
 CA1206'0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 CA1206'THE MARK IS A STANDARD NGS CALIBRATION BASELINE DISK, SET IN THE TOP
 CA1206'OF A 40 CM CONCRETE POST THAT IS RECESSED 15 CM BELOW THE LEVEL OF THE
 CA1206'GROUND.  IT IS 88.8 M (291.3 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 CA1206'RUNWAY, 54.5 M (178.8 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE
 CA1206'RUNWAY, 31.4 M (103.0 FT) EAST-NORTHEAST OF THE CENTER OF A GATE, 30.1
 CA1206'M (98.8 FT) NORTHWEST OF THE PERIMETER FENCE, AND 27.1 M (88.9 FT)
 CA1206'NORTHEAST OF THE PERIMETER FENCE.
 CA1206'DESCRIBED BY R.D.B.
 CA1206
 CA1206                          STATION RECOVERY (1995)
 CA1206
 CA1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CA1206'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF LAMPASAS, 0.3 KM
 CA1206'(0.20 MI) SOUTHWEST OF U.S.  HIGHWAY 281, AT THE LAMPASAS MUNICIPAL
 CA1206'AIRPORT IN A LARGE GRASS AREA NEAR THE SOUTHWEST CORNER OF THE
 CA1206'AIRPORT.  OWNERSHIP--CITY OF LAMPASAS, P.O.  BOX 666 LAMPASAS, TX
 CA1206'76550.  AIRPORT MANAGER BOB BRAME (FBO).  PHONE 512-556-6604. TO REACH
 CA1206'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 183, 190, AND 281 NEAR
 CA1206'THE NORTH EDGE OF LAMPASAS, GO NORTH ON U.S.  HIGHWAY 281 FOR 1.9 KM
 CA1206'(1.20 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST,
 CA1206'ON A PAVED, THEN TRAC ROAD ALONG THE PERIMETER FENCE FOR 0.24 KM (0.15
 CA1206'MI) TO THE STATION ON THE RIGHT. STATION IS 88.8 M (291.3 FT) SOUTH OF
 CA1206'THE SOUTHWEST CORNER OF THE RUNWAY, 54.5 M (178.8 FT) SOUTHWEST OF THE
 CA1206'EXTENDED CENTER OF THE RUNWAY, 31.4 M (103.0 FT) EAST-NORTHEAST OF THE
 CA1206'CENTER OF A GATE, 30.1 M (98.8 FT) NORTHWEST OF THE PERIMETER FENCE,
 CA1206'AND 27.1 M (88.9 FT) NORTHEAST OF THE PERIMETER FENCE.  NOTE--THE
 CA1206'STATION IS A STANDARD NGS CALIBRATION BASELINE DISK, SET IN TOP OF A
 CA1206'40 CM CONCRETE POST THAT IS RECESSED 15 CM BELOW THE LEVEL OF THE
 CA1206'GROUND.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1207 ***********************************************************************
 CA1207  PACS        -  This is a Primary Airport Control Station.
 CA1207  DESIGNATION -  LAMPASAS CBL 1320
 CA1207  PID         -  CA1207
 CA1207  STATE/COUNTY-  TX/LAMPASAS
 CA1207  USGS QUAD   -  LAMPASAS (1954)
 CA1207
 CA1207                         *CURRENT SURVEY CONTROL
 CA1207  ___________________________________________________________________
 CA1207* NAD 83(1993)-  31 06 45.36457(N)    098 11 50.50735(W)     ADJUSTED  
 CA1207* NAVD 88     -       371.40   (meters)    1218.5    (feet)  GPS OBS   
 CA1207  ___________________________________________________________________
 CA1207  X           -    -779,338.912 (meters)                     COMP
 CA1207  Y           -  -5,410,001.031 (meters)                     COMP
 CA1207  Z           -   3,276,766.772 (meters)                     COMP
 CA1207  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 CA1207  ELLIP HEIGHT-         345.59  (meters)          (10/24/00) GPS OBS
 CA1207  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CA1207
 CA1207  HORZ ORDER  -  B
 CA1207  ELLP ORDER  -  FOURTH    CLASS II
 CA1207
 CA1207.This mark is at Lampasas (T28) Airport (T28)
 CA1207
 CA1207.The horizontal coordinates were established by GPS observations
 CA1207.and adjusted by the National Geodetic Survey in February 1996..
 CA1207
 CA1207.The orthometric height was determined by GPS observations and a
 CA1207.high-resolution geoid model.
 CA1207
 CA1207.GPS derived orthometric heights for airport stations designated as
 CA1207.PACS or SACS are published to 2 decimal places.  This maintains
 CA1207.centimeter relative accuracy between the PACS and SACS.  It does
 CA1207.not indicate centimeter accuracy relative to other marks which are
 CA1207.part of the NAVD 88 network.
 CA1207
 CA1207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA1207
 CA1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1207
 CA1207.The ellipsoidal height was determined by GPS observations
 CA1207.and is referenced to NAD 83.
 CA1207
 CA1207.The geoid height was determined by GEOID03.
 CA1207
 CA1207;                    North         East     Units Scale Factor Converg.
 CA1207;SPC TX C     - 3,162,245.157   903,717.931   MT  0.99988362   +1 06 00.5
 CA1207;SPC TX C     -10,374,799.32  2,964,947.91   sFT  0.99988362   +1 06 00.5
 CA1207;UTM  14      - 3,442,358.107   576,535.569   MT  0.99967225   +0 24 53.1
 CA1207
 CA1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1207!SPC TX C     -   0.99994573  x   0.99988362  =   0.99982936
 CA1207!UTM  14      -   0.99994573  x   0.99967225  =   0.99961800
 CA1207
 CA1207:                Primary Azimuth Mark                     Grid Az
 CA1207:SPC TX C     -  LAMPASAS CBL 430                         169 38 48.6
 CA1207:UTM  14      -  LAMPASAS CBL 430                         170 19 56.0
 CA1207
 CA1207|---------------------------------------------------------------------|
 CA1207| PID    Reference Object                     Distance      Geod. Az  |
 CA1207|                                                           dddmmss.s |
 CA1207| AB6606 LAMPASAS CBL 430                    APPROX. 0.9 KM 1704449.1 |
 CA1207| CA1206 LAMPASAS CBL 100                    APPROX. 1.3 KM 1720411.5 |
 CA1207|---------------------------------------------------------------------|
 CA1207
 CA1207                          SUPERSEDED SURVEY CONTROL
 CA1207
 CA1207  ELLIP H (02/20/96)  345.63   (m)                       GP(       ) 1 1
 CA1207  NAD 83(1993)-  31 06 45.36286(N)    098 11 50.50600(W) AD(       ) 3
 CA1207  ELLIP H (02/16/96)  345.74   (m)                       GP(       ) 5 1
 CA1207  NAD 83(1986)-  31 06 45.37285(N)    098 11 50.51768(W) AD(       ) 3
 CA1207  NAD 83(1986)-  31 06 45.36326(N)    098 11 50.50158(W) AD(       ) 3
 CA1207  NAD 27      -  31 06 44.71871(N)    098 11 49.39366(W) AD(       ) 3
 CA1207  NGVD 29 (12/08/88)  371.3    (m)         1218.     (f) GPS OBS        
 CA1207
 CA1207.Superseded values are not recommended for survey control.
 CA1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1207.See file dsdata.txt to determine how the superseded data were derived.
 CA1207
 CA1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7653642358(NAD 83)
 CA1207_MARKER: DQ = CALIBRATION BASE LINE DISK
 CA1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1207_SP_SET: CONCRETE POST
 CA1207_STAMPING: 1320
 CA1207_MARK LOGO: NGS   
 CA1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1207+STABILITY: SURFACE MOTION
 CA1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA1207+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1995
 CA1207
 CA1207  HISTORY     - Date     Condition        Report By
 CA1207  HISTORY     - 1982     MONUMENTED       NGS
 CA1207  HISTORY     - 19850510 GOOD             NGS
 CA1207  HISTORY     - 19880322 GOOD             NGS
 CA1207  HISTORY     - 19890111 GOOD             NGS
 CA1207  HISTORY     - 19950310 GOOD             NGS
 CA1207
 CA1207                          STATION DESCRIPTION
 CA1207
 CA1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA1207'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 CA1207'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 99.98 FT.
 CA1207' 
 CA1207'THE BASE LINE IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF LAMPASAS,
 CA1207'ALONG THE WESTERN EDGE OF THE LAMPASAS MUNICIPAL AIRPORT.
 CA1207' 
 CA1207'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 CA1207'SOUTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1320 METER POINTS WITH
 CA1207'A 100-FOOT TAPE CALIBRATION STATION LOCATED TO THE WEST OF THE 0-METER
 CA1207'POINT.  THE BASE LINE RUNS PARALLEL WITH THE WESTERN EDGE OF THE
 CA1207'AIRPORTS RUNWAY.
 CA1207' 
 CA1207'TO REACH THE 0-METER POINT FROM THE JUNCTION OF UNITED STATES HIGHWAYS
 CA1207'183, 190, AND 281 ON THE NORTH SIDE OF LAMPASAS, GO NORTH ON HIGHWAY
 CA1207'281 FOR 2.0 KM (1.2 MI) TO THE LAMPASAS MUNICIPAL AIRPORT ENTRANCE ON
 CA1207'THE LEFT.  TURN LEFT AND GO WEST THROUGH THE ENTRANCE GATE.  CONTINUE
 CA1207'WESTERLY ON A TRACK ROAD ALONG THE FENCE LINE FOR 0.16 KM (0.1 MI) TO
 CA1207'THE 0-METER POINT ON THE RIGHT.
 CA1207' 
 CA1207'THE 1320-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 CA1207'STAMPED--1320--, SET IN THE TOP OF A CONCRETE POST RECESSED 18 CM (7
 CA1207'IN) BELOW THE SURFACE OF THE GROUND. IT IS 84.5 M (277.2 FT) NORTHWEST
 CA1207'OF THE NORTHWESTERN CORNER OF THE RUNWAY AND 1.0 M (3.3 FT) EAST OF A
 CA1207'WITNESS POST.
 CA1207' 
 CA1207'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 CA1207'ELEVATIONS ARE FOR CBL USE ONLY.  PROPER SAFETY PRECAUTIONS SHOULD BE
 CA1207'OBSERVED WHILE WITHIN THE AIRPORT PROPERTY, AND THE AIRPORT MANAGER
 CA1207'SHOULD BE NOTIFIED OF ALL ACTIVITIES.
 CA1207' 
 CA1207'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 CA1207'LAMPASAS COUNTY SURVEYOR.  FOR MORE INFORMATION CONTACT MR. JERRY M.
 CA1207'GOODSON, LAMPASAS COUNTY SURVEYOR, P.O. BOX 349, LAMPASAS, TX 76550.
 CA1207'TELEPHONE (512) 556-6885. OR CONTACT MR. ROBERT BRAME, LAMPASAS
 CA1207'MUNICIPAL AIRPORT MANAGER, HC 03, P.O. BOX 22C, LAMPASAS, TX 76550.
 CA1207'TELEPHONE (512) 556-6640.
 CA1207
 CA1207                          STATION RECOVERY (1985)
 CA1207
 CA1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 CA1207'THE STATION IS A MONUMENT OF THE LAMPASAS BASE LINE FOR INSTRUMENT
 CA1207'CALIBRATION.  IT WAS SET IN 1982 AND MEASURED BUT WAS NEVER DESCRIBED.
 CA1207'THE MARK IS IN GOOD CONDITION.  NO REFERENCE MARKS WERE SET.  A
 CA1207'COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN THE NORTH
 CA1207'SIDE OF LAMPASAS AT THE LAMPASAS COUNTY AIRPORT.  IT IS THE LAST
 CA1207'MONUMENT AT THE NORTHEND OF THE LAMPASAS CALIBRATION BASE LINE. IT IS
 CA1207'WEST OF THE RUNWAY PATH AND ON TOP OF A SMALL HILL OR RISE.  TO REACH
 CA1207'THE STATION FROM THE JUNCTION ON US HIGHWAYS 183, 190 AND 281 ON THE
 CA1207'NORTH SIDE OF LAMPASAS, GO NORTH ON U.S HIGHWAY 281 FOR 2.01 KM (1.25
 CA1207'MI) TO THE LAMPASAS AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, PASS
 CA1207'THRU ENTRANCE, AND GO WEST ALONG THE NORTH SIDE OF A FENCE ON A TRACK
 CA1207'ROAD FOR 0.16 KM (0.10 MI) TO THE END OF THE RUNWAY AND O METER POINT
 CA1207'ON THE RIGHT.  TURN RIGHT AND GO NORTH ALONG THE WEST SIDE OF THE
 CA1207'RUNWAY FOR 1.3 KM (0.80 MI) TO THE 1320 M (4330.7 FT) POINT AS
 CA1207'DESCRIBE.  THE STATION MARK IS A CALIBRATION BASELINE DISK SET IN THE
 CA1207'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE THE UNDERGROUND
 CA1207'MONUMENT IS A 50-GALLON DRUM FILLED WITH CONCRETE POURED ABOUT 1.5
 CA1207'METERS (4.9 FT) DEEP.  IT IS 14.63 METERS (48.00 FT) WEST OF THE
 CA1207'PROJECTED WEST EDGE OF THE RUNWAY, 88.39 METERS (289.99 FT)
 CA1207'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY AND 152.4 METERS
 CA1207'(500.0 FT) WEST OF A FENCE.  O M IS A STANDARD CALIBRATION DISK SET IN
 CA1207'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 78.94
 CA1207'METERS (258.99 FT) SOUTHWEST OF THE CENTER OF THE SOUTH END OF THE
 CA1207'RUNWAY, 30.48 METERS (100.00 FT) EAST OF A 100-FOOT POINT MONUMENT,
 CA1207'24.75 METERS (81.20 FT) NORTH OF A FENCE AND 17.74 METERS (58.20 FT)
 CA1207'NORTH OF THE CENTER OF A TRACK ROAD.  THE DISKS ARE NOT STAMPED AND NO
 CA1207'WITNESS POST SET DUE TO THE LOCATION OF THE MONUMENT.
 CA1207
 CA1207                          STATION RECOVERY (1988)
 CA1207
 CA1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CA1207'RECOVERED IN GOOD CONDITION.
 CA1207
 CA1207                          STATION RECOVERY (1989)
 CA1207
 CA1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CA1207'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF LAMPASAS, 0.3 KM
 CA1207'(0.20 MI) SOUTHWEST OF U.S.HIGHWAY 281, AT THE LAMPASAS MUNICIPAL
 CA1207'AIRPORT, ON A LOW BARE HILL AT THE NORTHWEST END OF THE RUNWAY.
 CA1207'OWNERSHIP--CITY OF LAMPASAS, POST OFFICE BOX 666, LAMPASAS, TEXAS
 CA1207'76550.  AIRPORT MANAGER IS BOB BRAME (FBO), TELEPHONE 512-556-6640.
 CA1207'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 183, 190, AND
 CA1207'281 NEAR THE NORTH EDGE OF LAMPASAS, GO NORTH ON U.S. HIGHWAY 281 FOR
 CA1207'2.16 KM (1.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 CA1207'SOUTHWEST, ON A PAVED, THEN TRACK ROAD ALONG THE PERIMETER FENCE FOR
 CA1207'0.24 KM (0.15 MI) TO THE WEST SIDE OF THE RUNWAY.  TURN RIGHT,
 CA1207'NORTHWEST, ALONG THE SIDE OF THE RUNWAY FOR 1.35 KM (0.85 MI) TO HIGH
 CA1207'GROUND AND THE MARK ON THE LEFT.
 CA1207'THE MARK IS A STANDARD NGS CALIBRATION BASELINE DISK, SET IN THE TOP
 CA1207'OF A 30 CM CONCRETE POST THAT IS RECESSED 15 CM BELOW THE GROUND
 CA1207'SURFACE ENCIRCLED BY SIX MEDIUM-SIZED ROCKS AND A WITNESS POST DRIVEN
 CA1207'AT AN ANGLE INTO THE MARK HOLE.  IT IS 84.6 M (277.6 FT)
 CA1207'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY, 24.0 M
 CA1207'(78.7 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE RUNWAY, AND 7.5 M
 CA1207'(24.6 FT) NORTHEAST OF THE CENTER OF A DIM ROAD MOWED THROUGH WEEDS.
 CA1207'DESCRIBED BY R.D.B.
 CA1207
 CA1207                          STATION RECOVERY (1995)
 CA1207
 CA1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CA1207'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF LAMPASAS, 0.3 KM
 CA1207'(0.20 MI) SOUTHWEST OF U.S.  HIGHWAY 281, AT THE LAMPASAS MUNICIPAL
 CA1207'AIRPORT.  ON A LOW BARE HILL NEAR THE NORTHWEST END OF THE RUNWAY.
 CA1207'OWNERSHIP--CITY OF LAMPASAS, P.O.  BOX 666 LAMPASAS, TX.  76550.
 CA1207'AIRPORT MANAGER BOB BRAME (FBO) .  PHONE 512-556-6640.  TO REACH THE
 CA1207'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 183, 190, AND 281 NEAR THE
 CA1207'NORTH EDGE OF LAMPASAS, GO NORTH ON U.S.  HIGHWAY 281 FOR 1.9 KM (1.20
 CA1207'MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST, ON A
 CA1207'PAVED, THEN TRAC ROAD ALONG THE PERIMETER FENCE FOR 0.24 KM (0.15 MI)
 CA1207'TO WEST SIDE OF THE RUNWAY.  TURN RIGHT, NORTHWEST, ALONG THE SIDE OF
 CA1207'THE RUNWAY FOR 1.35 KM (0.85 MI) TO HIGH GROUND AND THE STATION ON THE
 CA1207'LEFT.  STATION IS 84.6 M (277.6 FT) WEST-NORTHWEST OF THE NORTHWEST
 CA1207'CORNER OF THE RUNWAY, 24.0 M (78.7 FT) SOUTHWEST OF THE EXTENDED
 CA1207'CENTER OF THE RUNWAY, 7.5 M (24.6 FT) NORTHEAST OF THE CENTER OF A DIM
 CA1207'ROAD MOWED THROUGH WEEDS, AND 1.0 M (3.3 FT) EAST OF A WITNESS POST.
 CA1207'NOTE--THE MONUMENT IS A STANDARD NGS CALIBRATION BASELINE DISK, SET IN
 CA1207'TOP OF A 30 CM CONCRETE POST THAT IS RECESSED 15 CM BELOW THE GROUND
 CA1207'SURFACE, ENCIRCLED BY SIX MEDIUM-SIZED ROCKS AND A WITNESS POST DRIVEN
 CA1207'AT AN ANGLE INTO THE STATION HOLE.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6606 ***********************************************************************
 AB6606  SACS        -  This is a Secondary Airport Control Station.
 AB6606  DESIGNATION -  LAMPASAS CBL 430
 AB6606  PID         -  AB6606
 AB6606  STATE/COUNTY-  TX/LAMPASAS
 AB6606  USGS QUAD   -  LAMPASAS (1954)
 AB6606
 AB6606                         *CURRENT SURVEY CONTROL
 AB6606  ___________________________________________________________________
 AB6606* NAD 83(1993)-  31 06 16.84396(N)    098 11 45.10739(W)     ADJUSTED  
 AB6606* NAVD 88     -       353.32   (meters)    1159.2    (feet)  GPS OBS   
 AB6606  ___________________________________________________________________
 AB6606  X           -    -779,259.774 (meters)                     COMP
 AB6606  Y           -  -5,410,455.334 (meters)                     COMP
 AB6606  Z           -   3,276,005.353 (meters)                     COMP
 AB6606  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 AB6606  ELLIP HEIGHT-         327.53  (meters)          (07/05/01) GPS OBS
 AB6606  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AB6606
 AB6606  HORZ ORDER  -  FIRST
 AB6606  ELLP ORDER  -  FIFTH     CLASS I
 AB6606
 AB6606.This mark is at Lampasas (T28) Airport (T28)
 AB6606
 AB6606.The horizontal coordinates were established by GPS observations
 AB6606.and adjusted by the National Geodetic Survey in September 1996..
 AB6606
 AB6606.The orthometric height was determined by GPS observations and a
 AB6606.high-resolution geoid model.
 AB6606
 AB6606.GPS derived orthometric heights for airport stations designated as
 AB6606.PACS or SACS are published to 2 decimal places.  This maintains
 AB6606.centimeter relative accuracy between the PACS and SACS.  It does
 AB6606.not indicate centimeter accuracy relative to other marks which are
 AB6606.part of the NAVD 88 network.
 AB6606
 AB6606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6606
 AB6606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6606
 AB6606.The ellipsoidal height was determined by GPS observations
 AB6606.and is referenced to NAD 83.
 AB6606
 AB6606.The geoid height was determined by GEOID03.
 AB6606
 AB6606;                    North         East     Units Scale Factor Converg.
 AB6606;SPC TX C     - 3,161,369.804   903,877.850   MT  0.99988336   +1 06 03.3
 AB6606;SPC TX C     -10,371,927.43  2,965,472.58   sFT  0.99988336   +1 06 03.3
 AB6606;UTM  14      - 3,441,481.088   576,684.973   MT  0.99967253   +0 24 55.6
 AB6606
 AB6606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6606!SPC TX C     -   0.99994857  x   0.99988336  =   0.99983194
 AB6606!UTM  14      -   0.99994857  x   0.99967253  =   0.99962112
 AB6606
 AB6606:                Primary Azimuth Mark                     Grid Az
 AB6606:SPC TX C     -  LAMPASAS CBL 1320                        349 38 48.6
 AB6606:UTM  14      -  LAMPASAS CBL 1320                        350 19 56.3
 AB6606
 AB6606|---------------------------------------------------------------------|
 AB6606| PID    Reference Object                     Distance      Geod. Az  |
 AB6606|                                                           dddmmss.s |
 AB6606| CA1207 LAMPASAS CBL 1320                   APPROX. 0.9 KM 3504451.9 |
 AB6606|---------------------------------------------------------------------|
 AB6606
 AB6606                          SUPERSEDED SURVEY CONTROL
 AB6606
 AB6606  ELLIP H (09/05/96)  327.56   (m)                       GP(       ) 5 1
 AB6606
 AB6606.Superseded values are not recommended for survey control.
 AB6606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6606.See file dsdata.txt to determine how the superseded data were derived.
 AB6606
 AB6606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7668541481(NAD 83)
 AB6606_MARKER: DQ = CALIBRATION BASE LINE DISK
 AB6606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6606_STAMPING: 430
 AB6606_MARK LOGO: NGS   
 AB6606_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6606+STABILITY: SURFACE MOTION
 AB6606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6606+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1995
 AB6606
 AB6606  HISTORY     - Date     Condition        Report By
 AB6606  HISTORY     - 1982     MONUMENTED       NGS
 AB6606  HISTORY     - 19950310 GOOD             NGS
 AB6606
 AB6606                          STATION DESCRIPTION
 AB6606
 AB6606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB6606'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 AB6606'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 99.98 FT.
 AB6606' 
 AB6606'THE BASE LINE IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF LAMPASAS,
 AB6606'ALONG THE WESTERN EDGE OF THE LAMPASAS MUNICIPAL AIRPORT.
 AB6606' 
 AB6606'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 AB6606'SOUTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1320 METER POINTS WITH
 AB6606'A 100-FOOT TAPE CALIBRATION STATION LOCATED TO THE WEST OF THE 0-METER
 AB6606'POINT.  THE BASE LINE RUNS PARALLEL WITH THE WESTERN EDGE OF THE
 AB6606'AIRPORTS RUNWAY.
 AB6606' 
 AB6606'TO REACH THE 0-METER POINT FROM THE JUNCTION OF UNITED STATES HIGHWAYS
 AB6606'183, 190, AND 281 ON THE NORTH SIDE OF LAMPASAS, GO NORTH ON HIGHWAY
 AB6606'281 FOR 2.0 KM (1.2 MI) TO THE LAMPASAS MUNICIPAL AIRPORT ENTRANCE ON
 AB6606'THE LEFT.  TURN LEFT AND GO WEST THROUGH THE ENTRANCE GATE.  CONTINUE
 AB6606'WESTERLY ON A TRACK ROAD ALONG THE FENCE LINE FOR 0.16 KM (0.1 MI) TO
 AB6606'THE 0-METER POINT ON THE RIGHT.
 AB6606' 
 AB6606'THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AB6606'STAMPED--430--, SET IN THE TOP OF A CONCRETE POST RECESSED 18 CM (7
 AB6606'IN) BELOW THE SURFACE OF THE GROUND. IT IS 14.8 M (48.6 FT) WEST OF
 AB6606'THE WESTERN EDGE OF THE RUNWAY AND 1.0 M (3.3 FT) EAST OF A WITNESS
 AB6606'POST.
 AB6606' 
 AB6606'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AB6606'ELEVATIONS ARE FOR CBL USE ONLY.  PROPER SAFETY PRECAUTIONS SHOULD BE
 AB6606'OBSERVED WHILE WITHIN THE AIRPORT PROPERTY, AND THE AIRPORT MANAGER
 AB6606'SHOULD BE NOTIFIED OF ALL ACTIVITIES.
 AB6606' 
 AB6606'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 AB6606'LAMPASAS COUNTY SURVEYOR.  FOR MORE INFORMATION CONTACT MR. JERRY M.
 AB6606'GOODSON, LAMPASAS COUNTY SURVEYOR, P.O. BOX 349, LAMPASAS, TX 76550.
 AB6606'TELEPHONE (512) 556-6885. OR CONTACT MR. ROBERT BRAME, LAMPASAS
 AB6606'MUNICIPAL AIRPORT MANAGER, HC 03, P.O. BOX 22C, LAMPASAS, TX 76550.
 AB6606'TELEPHONE (512) 556-6640.
 AB6606
 AB6606                          STATION RECOVERY (1995)
 AB6606
 AB6606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AUG)
 AB6606'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF LAMPASAS, 0.3 KM
 AB6606'(0.20 MI) SOUTHWEST OF U.S.  HIGHWAY 281, AT THE LAMPASAS MUNICIPAL
 AB6606'AIRPORT.  NEAR THE EXTENDED LINE OF THE CENTER OF THE AIRPORT HANGAR
 AB6606'EAST OF THE RUNWAY.  OWNERSHIP--CITY OF LAMPASAS, P.O.  BOX 666
 AB6606'LAMPASAS, TX.  76550.  AIRPORT MANAGER BOB BRAME (FBO) .  PHONE
 AB6606'512-556-6604. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AB6606'183, 190, AND 281 NEAR THE NORTH EDGE OF LAMPASAS, GO NORTH ON U.S.
 AB6606'HIGHWAY 281 FOR 1.9 KM (1.20 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 AB6606'TURN LEFT, SOUTHWEST, ON A PAVED, THEN TRAC ROAD ALONG THE PERIMETER
 AB6606'FENCE FOR 0.24 KM (0.15 MI) TO THE WEST SIDE OF THE RUNWAY.  TURN
 AB6606'RIGHT, NORTHWEST, 0.43 KM (0.25 MI) TO THE STATION. STATION IS 430.0 M
 AB6606'(1410.8 FT) NORTH OF BASELINE ZERO MONUMENT, 23.8 M (78.1 FT) WEST OF
 AB6606'THE RUNWAY CENTERLINE, 11.3 M (37.1 FT) WEST OF A RUNWAY LIGHT, 0.9 M
 AB6606'(3.0 FT) EAST OF A WITNESS POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AB6606'RUNWAY, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND
 AB6606'SURFACE.  NOTE--THE MONUMENT IS A STANDARD NGS CALIBRATION BASELINE
 AB6606'DISK, SET IN TOP OF A 40 CM CONCRETE POST THAT IS RECESSED 15 CM BELOW
 AB6606'THE GROUND SURFACE.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0998 ***********************************************************************
 CA0998  DESIGNATION -  LAMPASAS COURTHOUSE DOME
 CA0998  PID         -  CA0998
 CA0998  STATE/COUNTY-  TX/LAMPASAS
 CA0998  USGS QUAD   -  LAMPASAS (1954)
 CA0998
 CA0998                         *CURRENT SURVEY CONTROL
 CA0998  ___________________________________________________________________
 CA0998* NAD 83(1993)-  31 03 56.05689(N)    098 10 39.93362(W)     ADJUSTED  
 CA0998* NAVD 88     -                                                        
 CA0998  ___________________________________________________________________
 CA0998  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 CA0998  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CA0998
 CA0998  HORZ ORDER  -  THIRD
 CA0998
 CA0998.The horizontal coordinates were established by classical geodetic methods
 CA0998.and adjusted by the National Geodetic Survey in February 1996..
 CA0998
 CA0998
 CA0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0998
 CA0998.The geoid height was determined by GEOID03.
 CA0998
 CA0998;                    North         East     Units Scale Factor Converg.
 CA0998;SPC TX C     - 3,157,068.559   905,688.431   MT  0.99988237   +1 06 36.9
 CA0998;SPC TX C     -10,357,815.76  2,971,412.79   sFT  0.99988237   +1 06 36.9
 CA0998;UTM  14      - 3,437,159.385   578,443.582   MT  0.99967590   +0 25 27.5
 CA0998
 CA0998                          SUPERSEDED SURVEY CONTROL
 CA0998
 CA0998  NAD 83(1986)-  31 03 56.06828(N)    098 10 39.91841(W) AD(       ) 4
 CA0998  NAD 27      -  31 03 55.45000(N)    098 10 38.81000(W) AD(       ) 3
 CA0998
 CA0998.Superseded values are not recommended for survey control.
 CA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0998.See file dsdata.txt to determine how the superseded data were derived.
 CA0998
 CA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7844437159(NAD 83)
 CA0998_MARKER: 87 = DOME
 CA0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA0998+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 CA0998
 CA0998  HISTORY     - Date     Condition        Report By
 CA0998  HISTORY     - 1902     FIRST OBSERVED   CGS
 CA0998  HISTORY     - 20020420 GOOD             USPSQD
 CA0998
 CA0998                          STATION DESCRIPTION
 CA0998
 CA0998'DESCRIBED BY US POWER SQUADRON 2002 (SRS)
 CA0998'BUILDING IS STILL IN PLACE. ALTHOUGH THE CUPOLA IS FLAT-TOPPED AND IS
 CA0998'NOT DOME SHAPED, LOCAL HISTORIANS CONFIRM THERE HAVE BEEN NO
 CA0998'MODIFICATIONS TO IT.  THE COURTHOUSE IS ON THE TOWN SQUARE IN THE
 CA0998'CENTRAL BUSINESS DISTRICT OF LAMPASAS AT 502 EAST 3RD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0997 ***********************************************************************
 CA0997  DESIGNATION -  LAMPASAS FIRST BAP CH SPIRE
 CA0997  PID         -  CA0997
 CA0997  STATE/COUNTY-  TX/LAMPASAS
 CA0997  USGS QUAD   -  LAMPASAS (1954)
 CA0997
 CA0997                         *CURRENT SURVEY CONTROL
 CA0997  ___________________________________________________________________
 CA0997* NAD 83(1993)-  31 03 51.88917(N)    098 10 57.28221(W)     ADJUSTED  
 CA0997* NAVD 88     -                                                        
 CA0997  ___________________________________________________________________
 CA0997  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 CA0997  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CA0997
 CA0997  HORZ ORDER  -  THIRD
 CA0997
 CA0997.The horizontal coordinates were established by classical geodetic methods
 CA0997.and adjusted by the National Geodetic Survey in February 1996..
 CA0997
 CA0997
 CA0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0997
 CA0997.The geoid height was determined by GEOID03.
 CA0997
 CA0997;                    North         East     Units Scale Factor Converg.
 CA0997;SPC TX C     - 3,156,931.343   905,231.128   MT  0.99988235   +1 06 28.0
 CA0997;SPC TX C     -10,357,365.58  2,969,912.46   sFT  0.99988235   +1 06 28.0
 CA0997;UTM  14      - 3,437,027.680   577,984.764   MT  0.99967502   +0 25 18.5
 CA0997
 CA0997                          SUPERSEDED SURVEY CONTROL
 CA0997
 CA0997  NAD 83(1986)-  31 03 51.90065(N)    098 10 57.26701(W) AD(       ) 4
 CA0997  NAD 27      -  31 03 51.27800(N)    098 10 56.16100(W) AD(       ) 3
 CA0997
 CA0997.Superseded values are not recommended for survey control.
 CA0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0997.See file dsdata.txt to determine how the superseded data were derived.
 CA0997
 CA0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7798537028(NAD 83)
 CA0997_MARKER: 90 = CHURCH SPIRE
 CA0997
 CA0997  HISTORY     - Date     Condition        Report By
 CA0997  HISTORY     - 1902     FIRST OBSERVED   CGS
 CA0997  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0997
 CA0997                          STATION DESCRIPTION
 CA0997
 CA0997'DESCRIBED BY US POWER SQUADRON 2002 (SRS)
 CA0997'SPIRE OF THE ORIGINAL CHURCH AT 3RD AND KEY WAS DESTROYED BY FIRE IN
 CA0997'1937.  A NEW CHURCH BUILDING HAS BEEN ERECTED TO THE WEST OF THE OLD
 CA0997'SHELL - NOT TO BE MISTAKEN FOR THE ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0081 ***********************************************************************
 CA0081  DESIGNATION -  LAMPASAS NE BASE
 CA0081  PID         -  CA0081
 CA0081  STATE/COUNTY-  TX/LAMPASAS
 CA0081  USGS QUAD   -  LAMPASAS (1954)
 CA0081
 CA0081                         *CURRENT SURVEY CONTROL
 CA0081  ___________________________________________________________________
 CA0081* NAD 83(1993)-  31 03 42.06113(N)    098 08 11.06878(W)     ADJUSTED  
 CA0081* NAVD 88     -       315.517  (meters)    1035.16   (feet)  ADJUSTED  
 CA0081  ___________________________________________________________________
 CA0081  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 CA0081  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CA0081  DYNAMIC HT  -         315.096 (meters)    1033.78  (feet)  COMP
 CA0081  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 CA0081
 CA0081  HORZ ORDER  -  FIRST
 CA0081  VERT ORDER  -  FIRST     CLASS II
 CA0081
 CA0081.The horizontal coordinates were established by classical geodetic methods
 CA0081.and adjusted by the National Geodetic Survey in February 1996..
 CA0081
 CA0081.The orthometric height was determined by differential leveling
 CA0081.and adjusted by the National Geodetic Survey in June 1991..
 CA0081
 CA0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0081
 CA0081.The geoid height was determined by GEOID03.
 CA0081
 CA0081.The dynamic height is computed by dividing the NAVD 88
 CA0081.geopotential number by the normal gravity value computed on the
 CA0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0081.degrees latitude (g = 980.6199 gals.).
 CA0081
 CA0081.The modeled gravity was interpolated from observed gravity values.
 CA0081
 CA0081;                    North         East     Units Scale Factor Converg.
 CA0081;SPC TX C     - 3,156,714.854   909,642.247   MT  0.99988229   +1 07 53.6
 CA0081;SPC TX C     -10,356,655.32  2,984,384.61   sFT  0.99988229   +1 07 53.6
 CA0081;UTM  14      - 3,436,758.453   582,392.081   MT  0.99968373   +0 26 44.2
 CA0081
 CA0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0081!SPC TX C     -   0.99995449  x   0.99988229  =   0.99983679
 CA0081!UTM  14      -   0.99995449  x   0.99968373  =   0.99963824
 CA0081
 CA0081|---------------------------------------------------------------------|
 CA0081| PID    Reference Object                     Distance      Geod. Az  |
 CA0081|                                                           dddmmss.s |
 CA0081| CV5438 LAMPASAS NE BASE RM 2                17.972 METERS 02747     |
 CA0081| CV5439 LAMPASAS NE BASE RM 3                22.905 METERS 12030     |
 CA0081| CV5436 LAMPASAS NE BASE AZ MK                             2073411.5 |
 CA0081| CV5437 LAMPASAS NE BASE RM 1                34.756 METERS 25058     |
 CA0081| CA1000 LAMPASAS SPRING HOUSE CUPOLA        APPROX. 3.8 KM 2801630.8 |
 CA0081|---------------------------------------------------------------------|
 CA0081
 CA0081                          SUPERSEDED SURVEY CONTROL
 CA0081
 CA0081  NAD 83(1986)-  31 03 42.07203(N)    098 08 11.05407(W) AD(       ) 1
 CA0081  NAD 27      -  31 03 41.44900(N)    098 08 09.95200(W) AD(       ) 1
 CA0081  NGVD 29 (??/??/92)  315.422  (m)         1034.85   (f) ADJ UNCH    1 2
 CA0081
 CA0081.Superseded values are not recommended for survey control.
 CA0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0081.See file dsdata.txt to determine how the superseded data were derived.
 CA0081
 CA0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8239236758(NAD 83)
 CA0081_MARKER: DB = BENCH MARK DISK
 CA0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0081_SP_SET: MONUMENT
 CA0081_STAMPING: ELEV 1035.001 FEET
 CA0081_MARK LOGO: CGS   
 CA0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0081
 CA0081  HISTORY     - Date     Condition        Report By
 CA0081  HISTORY     - 1900     MONUMENTED       CGS
 CA0081  HISTORY     - 1935     GOOD             CGS
 CA0081  HISTORY     - 1937     GOOD             TXHD
 CA0081  HISTORY     - 1967     GOOD             CGS
 CA0081  HISTORY     - 1967     GOOD             NGS
 CA0081  HISTORY     - 1983     GOOD             NGS
 CA0081
 CA0081                          STATION DESCRIPTION
 CA0081
 CA0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (ALB)
 CA0081'STATION IS ABOUT 2-1/2 MILES S 80 E OF LAMPASAS, ABOUT 275
 CA0081'YARDS N OF THE LAMPASAS-BELTON ROAD, ABOUT 325 YARDS S OF
 CA0081'SULPHUR CREEK, AT THE HIGHEST AND MOST NORTHERLY ROCKY
 CA0081'AND WOODED POINT, ON THE LAND OF MOSES MC CORMIC.  SURFACE
 CA0081'MARK IS OLD TYPE STATION MARK IN LIMESTONE BLOCK 23 INCHES
 CA0081'SQUARE AND 16 INCHES HIGH SET IN A BLOCK OF CONCRETE 4 FEET
 CA0081'SQUARE AND 4 FEET DEEP.  UNDERGROUND MARK IS A MILLIMETER
 CA0081'HOLE IN TOP OF A COPPER BOLT IN LIMESTONE BLOCK 6 INCHES
 CA0081'SQUARE AND 1 FOOT LONG WHICH IS SET IN CONCRETE WITH TOP
 CA0081'4 FEET BELOW SURFACE OF GROUND.  BETWEEN LIMESTONE BLOCK
 CA0081'FORMING THE SURFACE MARK AND TOP OF UNDERGROUND MARK IS A
 CA0081'7-INCH TERRA-COTTA PIPE 25 INCHES LONG, PARTLY EMBEDDED IN
 CA0081'CONCRETE AND COVERED WITH A PIECE OF METAL TO PROTECT THE
 CA0081'UNDERGROUND MARK.  DISK WAS STAMPED 1034.88 FEET.  THE
 CA0081'REFERENCE MARK IS A 3/4-INCH HOLE DRILLED TO A DEPTH OF
 CA0081'2 INCHES AND SURROUNDED BY A TRIANGLE CUT INTO THE ROCK
 CA0081'WHICH IS THE HIGHEST IN THE VICINITY, 34.743 METERS
 CA0081'(113.99 FEET) FROM THE STATION S 70 DEG 57 MIN W.
 CA0081'OTHER DISTANCES AND AZIMUTHS ARE AS FOLLOWS--STONE CHIMNEY
 CA0081'OF THE HOUSE OF JUDGE PARKS, ABOUT 550 YARDS, 191 DEG
 CA0081'39 MIN 45 SEC.  STONE CHIMNEY ON HOUSE OF ALECK
 CA0081'NORTHERTON, ABOUT 975 YARDS, 310 DEG 36 MIN 35 SEC.  STONE
 CA0081'CHIMNEY ON HOUSE OF WILL GRIFFIN, ABOUT 1,200 YARDS,
 CA0081'314 DEG 44 MIN 16 SEC.  ELEVATION OF STATION, 315.45 METERS
 CA0081'(1,034.9 FEET).
 CA0081
 CA0081                          STATION RECOVERY (1935)
 CA0081
 CA0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CA0081'ABOUT 2.5 MILES EAST OF LAMPASAS, ABOUT 275 YARDS NORTH
 CA0081'OF THE LAMPASAS-BELTON ROAD, ABOUT 330 YARDS SOUTH OF SULPHUR
 CA0081'CREEK, AND ON THE HIGHEST AND MOST NORTHERLY WOODED POINT
 CA0081'OF THE MOSES MC CORMIC LAND.  A STANDARD TRIANGULATION-STATION
 CA0081'DISK, STAMPED ELEV. 1035.001 FEET AND SET IN THE TOP OF
 CA0081'A STONE POST.  (315.449 METERS OR 1,034.936 FEET.)
 CA0081
 CA0081                          STATION RECOVERY (1937)
 CA0081
 CA0081'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA0081'STATION DESCRIPTION GOOD.  SURFACE MARK IN GOOD CONDITION.
 CA0081
 CA0081                          STATION RECOVERY (1967)
 CA0081
 CA0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0081'THE STATION MARK AND REFERENCE MARK (DRILL HOLE) WAS RECOVERED
 CA0081'AND FOUND IN GOOD CONDITION.  THE MEASUREMENT TO THE DRILL HOLE
 CA0081'DIFFERED BY 0.04 FEET.  REFERENCE MARKS 2 AND 3, AND AN AZIMUTH
 CA0081'MARK WERE ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 CA0081'FOLLOWS.
 CA0081'
 CA0081'THE STATION IS ABOUT 2-3/4 MILES EAST OF LAMPASAS, 0.2 MILE NORTH
 CA0081'OF U.S. HIGHWAY 190, AND ON BRUSH COVERED ROCKY PASTURE LAND
 CA0081'OWNED BY MR. K. D. LILLEY.
 CA0081'
 CA0081'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 190 AND
 CA0081'281 AT THE SOUTH EDGE OF LAMPASAS, GO EAST ON U.S. HIGHWAY 190 FOR
 CA0081'1.8 MILES TO A SIDE ROAD LEFT.  CONTINUE SOUTHEAST ON THE HIGHWAY
 CA0081'FOR 0.85 MILE TO A METAL GATE ON THE LEFT, JUST BEFORE REACHING
 CA0081'HIGHWAY CUT IN THE HILL.  (THE AZIMUTH MARK IS 0.05 MILE EAST OF
 CA0081'THE METAL GATE AND 42 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 CA0081'FENCE.) TURN LEFT PASSING THROUGH THE METAL GATE AND GO
 CA0081'NORTH OVER OLD ROAD BED FOR 100 FEET TO ANOTHER GATE.  PASS
 CA0081'THROUGH GATE AND GO NORTHWEST AND NORTH ON DIM TRACK ROAD FOR
 CA0081'0.3 MILE TO A WIRE GATE.  PASS THROUGH WIRE GATE AND GO SOUTH
 CA0081'AND EAST ON TRACK ROAD FOR 0.1 MILE TO A DIM FORK.  TAKE THE
 CA0081'RIGHT FORK AND GO SOUTH ON DIM TRACK ROAD FOR 0.1 MILE TO THE
 CA0081'STATION.
 CA0081'
 CA0081'THE STATION IS AN OLD STYLE DISK WITH EMBOSSED LETTERS USC AND GS
 CA0081'AND STAMPED ELEV 1035.001 FEET.  IT IS SET IN THE TOP OF A 4
 CA0081'BY 4 FOOT SQUARE CONCRETE MONUMENT AND FLUSH WITH THE GROUND
 CA0081'SURFACE.  IT IS 267 FEET NORTHEAST OF A FENCE, 168 FEET SOUTHEAST
 CA0081'OF A 16-INCH LIVE OAK TREE, AND 3.5 FEET EAST OF A METAL WITNESS
 CA0081'POST WITH SIGN ATTACHED.
 CA0081'
 CA0081'REFERENCE MARK 1 IS A 3/4 INCH HOLE DRILLED TO THE DEPTH OF 2
 CA0081'INCHES AND SURROUNDED BY A TRIANGLE CUT IN A ROCK WHICH IS FLUSH
 CA0081'WITH THE GROUND SURFACE.  IT IS 111 FEET WEST OF THE METAL WITNESS
 CA0081'POST.
 CA0081'
 CA0081'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAMPASAS NE BASE NO
 CA0081'2 1900 1967, CEMENTED IN A DRILL HOLE IN BEDROCK AND FLUSH WITH
 CA0081'THE GROUND SURFACE.  IT IS 61 FEET NORTHEAST OF THE METAL
 CA0081'WITNESS POST.
 CA0081'
 CA0081'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LAMPASAS NE BASE NO
 CA0081'3 1900 1967, CEMENTED IN A DRILL HOLE IN BEDROCK AND FLUSH
 CA0081'WITH THE GROUND SURFACE.  IT IS 78 FEET SOUTHEAST OF THE METAL
 CA0081'WITNESS POST.
 CA0081'
 CA0081'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAMPASAS NE BASE
 CA0081'1900 1967, CEMENTED IN A DRILL HOLE IN BEDROCK AND FLUSH WITH THE
 CA0081'GROUND SURFACE.  IT IS 41.7 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 CA0081'FENCE OF U.S. HIGHWAY 190 AND A METAL WITNESS POST WITH SIGN
 CA0081'ATTACHED, 1 FOOT WEST OF A 2-FOOT ROCK CAIRN, AND ON PROPERTY
 CA0081'OWNED BY MR. J.T. HIGGINS.  MR. HIGGINS WOULD LIKE TO BE
 CA0081'NOTIFIED WHENEVER ANYONE ENTERS HIS PROPERTY.
 CA0081'
 CA0081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CA0081'2-3/4 MILES EAST OF LAMPASAS.
 CA0081
 CA0081                          STATION RECOVERY (1967)
 CA0081
 CA0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CA0081'2.75 MI E FROM LAMPASAS.
 CA0081'2.65 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF U.S.
 CA0081'HIGHWAYS 190 AND 281 AT THE SOUTH EDGE OF LAMPASAS, THENCE 0.2 MILE
 CA0081'NORTHEAST ACROSS PASTURE TO A WIRE FENCE, 267 FEET NORTHEAST OF THE
 CA0081'FENCE, 168 FEET SOUTHEAST OF A 16-INCH LIVE OAK TREE, 3.5 FEET EAST OF
 CA0081'A METAL WITNESS POST WITH SIGN ATTACHED, SET IN THE TOP OF A 4 BY 4
 CA0081'FEET SQUARE CONCRETE MONUMENT AND FLUSH WITH THE GROUND SURFACE.
 CA0081
 CA0081                          STATION RECOVERY (1983)
 CA0081
 CA0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0081'RECOVERED THIS DATE.  NOTE, NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0999 ***********************************************************************
 CA0999  DESIGNATION -  LAMPASAS SCHOOLHOUSE CUPOLA
 CA0999  PID         -  CA0999
 CA0999  STATE/COUNTY-  TX/LAMPASAS
 CA0999  USGS QUAD   -  LAMPASAS (1954)
 CA0999
 CA0999                         *CURRENT SURVEY CONTROL
 CA0999  ___________________________________________________________________
 CA0999* NAD 83(1993)-  31 04 07.18989(N)    098 10 52.26689(W)     ADJUSTED  
 CA0999* NAVD 88     -                                                        
 CA0999  ___________________________________________________________________
 CA0999  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 CA0999  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CA0999
 CA0999  HORZ ORDER  -  THIRD
 CA0999
 CA0999.The horizontal coordinates were established by classical geodetic methods
 CA0999.and adjusted by the National Geodetic Survey in February 1996..
 CA0999
 CA0999
 CA0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0999
 CA0999.The geoid height was determined by GEOID03.
 CA0999
 CA0999;                    North         East     Units Scale Factor Converg.
 CA0999;SPC TX C     - 3,157,404.992   905,354.934   MT  0.99988243   +1 06 30.5
 CA0999;SPC TX C     -10,358,919.54  2,970,318.65   sFT  0.99988243   +1 06 30.5
 CA0999;UTM  14      - 3,437,499.716   578,114.205   MT  0.99967526   +0 25 21.3
 CA0999
 CA0999                          SUPERSEDED SURVEY CONTROL
 CA0999
 CA0999  NAD 83(1986)-  31 04 07.20131(N)    098 10 52.25166(W) AD(       ) 4
 CA0999  NAD 27      -  31 04 06.58000(N)    098 10 51.14000(W) AD(       ) 3
 CA0999
 CA0999.Superseded values are not recommended for survey control.
 CA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0999.See file dsdata.txt to determine how the superseded data were derived.
 CA0999
 CA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7811437500(NAD 83)
 CA0999_MARKER: 86 = CUPOLA
 CA0999
 CA0999  HISTORY     - Date     Condition        Report By
 CA0999  HISTORY     - 1902     FIRST OBSERVED   CGS
 CA0999
 CA0999                          STATION DESCRIPTION
 CA0999
 CA0999'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1000 ***********************************************************************
 CA1000  DESIGNATION -  LAMPASAS SPRING HOUSE CUPOLA
 CA1000  PID         -  CA1000
 CA1000  STATE/COUNTY-  TX/LAMPASAS
 CA1000  USGS QUAD   -  LAMPASAS (1954)
 CA1000
 CA1000                         *CURRENT SURVEY CONTROL
 CA1000  ___________________________________________________________________
 CA1000* NAD 83(1993)-  31 04 04.33161(N)    098 10 33.92535(W)     ADJUSTED  
 CA1000* NAVD 88     -                                                        
 CA1000  ___________________________________________________________________
 CA1000  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 CA1000  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CA1000
 CA1000  HORZ ORDER  -  THIRD
 CA1000
 CA1000.The horizontal coordinates were established by classical geodetic methods
 CA1000.and adjusted by the National Geodetic Survey in February 1996..
 CA1000
 CA1000
 CA1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1000
 CA1000.The geoid height was determined by GEOID03.
 CA1000
 CA1000;                    North         East     Units Scale Factor Converg.
 CA1000;SPC TX C     - 3,157,326.408   905,842.725   MT  0.99988241   +1 06 40.0
 CA1000;SPC TX C     -10,358,661.72  2,971,919.01   sFT  0.99988241   +1 06 40.0
 CA1000;UTM  14      - 3,437,415.316   578,600.920   MT  0.99967621   +0 25 30.7
 CA1000
 CA1000                          SUPERSEDED SURVEY CONTROL
 CA1000
 CA1000  NAD 83(1986)-  31 04 04.34285(N)    098 10 33.90998(W) AD(       ) 4
 CA1000  NAD 27      -  31 04 03.72000(N)    098 10 32.80000(W) AD(       ) 3
 CA1000
 CA1000.Superseded values are not recommended for survey control.
 CA1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1000.See file dsdata.txt to determine how the superseded data were derived.
 CA1000
 CA1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7860137415(NAD 83)
 CA1000_MARKER: 86 = CUPOLA
 CA1000
 CA1000  HISTORY     - Date     Condition        Report By
 CA1000  HISTORY     - 1902     FIRST OBSERVED   CGS
 CA1000
 CA1000                          STATION DESCRIPTION
 CA1000
 CA1000'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0082 ***********************************************************************
 CA0082  DESIGNATION -  LAMPASAS SW BASE
 CA0082  PID         -  CA0082
 CA0082  STATE/COUNTY-  TX/BURNET
 CA0082  USGS QUAD   -  LAMPASAS (1954)
 CA0082
 CA0082                         *CURRENT SURVEY CONTROL
 CA0082  ___________________________________________________________________
 CA0082* NAD 83(1993)-  31 01 03.56223(N)    098 10 20.10135(W)     ADJUSTED  
 CA0082* NAVD 88     -       381.692  (meters)    1252.27   (feet)  ADJUSTED  
 CA0082  ___________________________________________________________________
 CA0082  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 CA0082  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CA0082  DYNAMIC HT  -         381.181 (meters)    1250.59  (feet)  COMP
 CA0082  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 CA0082
 CA0082  HORZ ORDER  -  FIRST
 CA0082  VERT ORDER  -  FIRST     CLASS II
 CA0082
 CA0082.The horizontal coordinates were established by classical geodetic methods
 CA0082.and adjusted by the National Geodetic Survey in February 1996..
 CA0082
 CA0082.The orthometric height was determined by differential leveling
 CA0082.and adjusted by the National Geodetic Survey in June 1991..
 CA0082
 CA0082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0082
 CA0082.The geoid height was determined by GEOID03.
 CA0082
 CA0082.The dynamic height is computed by dividing the NAVD 88
 CA0082.geopotential number by the normal gravity value computed on the
 CA0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0082.degrees latitude (g = 980.6199 gals.).
 CA0082
 CA0082.The modeled gravity was interpolated from observed gravity values.
 CA0082
 CA0082;                    North         East     Units Scale Factor Converg.
 CA0082;SPC TX C     - 3,151,768.022   906,317.224   MT  0.99988178   +1 06 47.1
 CA0082;SPC TX C     -10,340,425.59  2,973,475.76   sFT  0.99988178   +1 06 47.1
 CA0082;UTM  14      - 3,431,852.789   579,008.731   MT  0.99967700   +0 25 35.6
 CA0082
 CA0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0082!SPC TX C     -   0.99994406  x   0.99988178  =   0.99982585
 CA0082!UTM  14      -   0.99994406  x   0.99967700  =   0.99962108
 CA0082
 CA0082:                Primary Azimuth Mark                     Grid Az
 CA0082:SPC TX C     -  LAMPASAS SW BASE AZ MK                   071 12 22.4
 CA0082:UTM  14      -  LAMPASAS SW BASE AZ MK                   071 53 33.9
 CA0082
 CA0082|---------------------------------------------------------------------|
 CA0082| PID    Reference Object                     Distance      Geod. Az  |
 CA0082|                                                           dddmmss.s |
 CA0082| CV5440 LAMPASAS SW BASE AZ MK                             0721909.5 |
 CA0082| CA1002 LAMPASAS SW BASE RM A                28.846 METERS 18002     |
 CA0082| CV5441 LAMPASAS SW BASE RM 1                43.989 METERS 23233     |
 CA0082| CA1005 NIX TUSC MICROWAVE MAST             APPROX.17.9 KM 3042013.4 |
 CA0082| CV5442 LAMPASAS SW BASE RM 2                67.830 METERS 31627     |
 CA0082| CA0997 LAMPASAS FIRST BAP CH SPIRE         APPROX. 5.3 KM 3491403.1 |
 CA0082| CA0999 LAMPASAS SCHOOLHOUSE CUPOLA         APPROX. 5.7 KM 3512531.7 |
 CA0082| CA0998 LAMPASAS COURTHOUSE DOME            APPROX. 5.3 KM 3542052.1 |
 CA0082|---------------------------------------------------------------------|
 CA0082
 CA0082                          SUPERSEDED SURVEY CONTROL
 CA0082
 CA0082  NAD 83(1986)-  31 01 03.57324(N)    098 10 20.08685(W) AD(       ) 1
 CA0082  NAD 27      -  31 01 02.94500(N)    098 10 18.98400(W) AD(       ) 1
 CA0082  NGVD 29 (??/??/92)  381.594  (m)         1251.95   (f) ADJ UNCH    1 2
 CA0082
 CA0082.Superseded values are not recommended for survey control.
 CA0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0082.See file dsdata.txt to determine how the superseded data were derived.
 CA0082
 CA0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7900931853(NAD 83)
 CA0082_MARKER: DS = TRIANGULATION STATION DISK
 CA0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0082_SP_SET: MONUMENT
 CA0082_STAMPING: EL. 1251.99 FT. U.S. SURVEY S-W BASE U.S.C. G.S.
 CA0082_MARK LOGO: CGS   
 CA0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0082+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1997
 CA0082
 CA0082  HISTORY     - Date     Condition        Report By
 CA0082  HISTORY     - 1900     MONUMENTED       CGS
 CA0082  HISTORY     - 1935     GOOD             CGS
 CA0082  HISTORY     - 1937     GOOD             TXHD
 CA0082  HISTORY     - 1953     GOOD             USGS
 CA0082  HISTORY     - 1961     GOOD             CGS
 CA0082  HISTORY     - 1967     GOOD             CGS
 CA0082  HISTORY     - 1967     GOOD             NGS
 CA0082  HISTORY     - 1983     GOOD             NGS
 CA0082  HISTORY     - 19970101 GOOD             TXDOT
 CA0082
 CA0082                          STATION DESCRIPTION
 CA0082
 CA0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (ALB)
 CA0082'STATION IS ABOUT 2 MILES S 8 DEG E FROM LAMPASAS, 1/3 MILE
 CA0082'E OF THE SETTLEMENT ROAD, AND 1 MILE W OF THE LAMPASAS-AUSTIN
 CA0082'ROAD, ON LAND OWNED BY VILLARD CAMPBELL, ON THE N POINT
 CA0082'OF THE NORTHERNMOST PRAIRIE RIDGE.
 CA0082'
 CA0082'SURFACE MARK IS OLD-TYPE STATION MARK IN LIMESTONE BLOCK
 CA0082'SET IN CONCRETE.  DISK WAS STAMPED 1,251.88 FEET.
 CA0082'
 CA0082'UNDERGROUND MARK IS COPPER BOLT IN LIMESTONE BLOCK SET IN
 CA0082'CONCRETE.
 CA0082'
 CA0082'THE REFERENCE MARK, LOCATED AT THE BREAK OF THE HILL IN THE
 CA0082'MOST PROMINENT CAP ROCK, IS A HOLE 3/4 OF AN INCH IN DIAMETER
 CA0082'DRILLED 1-3/4 INCHES INTO THE ROCK AND SURROUNDED BY A TRIANGLE
 CA0082'5 INCHES ON A SIDE CUT IN THE ROCK, 43.957 METERS (144.22
 CA0082'FEET) FROM THE STATION S 52 DEG 33 MIN W.  DISTANCE
 CA0082'AND AZIMUTHS TO OTHER POINTS ARE--STONE CHIMNEY ON RUSSELLS
 CA0082'HOUSE, ABOUT 1-1/4 MILES 253 DEG 00 MIN 04 SEC.  STONE CHIMNEY
 CA0082'ON THE HOUSE OF J.P. BERRY ABOUT 1/2 MILE 294 DEG 24 MIN
 CA0082'37 SEC.  ELEVATION OF STATION, 381.59 METERS (1,251.9 FEET).
 CA0082
 CA0082                          STATION RECOVERY (1935)
 CA0082
 CA0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA0082'THIS IS AN OLD U.S.C. AND G.S. STATION AND IS LOCATED ON
 CA0082'THE LAND OF W.T. CAMPBELL, ABOUT 2-1/2 MILES S OF LAMPASAS
 CA0082'AND 0.3 MILE S OF LAMPASAS-BURNET COUNTY LINE.  STATION
 CA0082'IS ON A RIDGE ABOUT 3/4 MILE E OF THE SOUTHERN PACIFIC
 CA0082'RAILROAD, ABOUT 1 MILE W OF THE AUSTIN ROAD AND 0.1 MILE
 CA0082'S OF A FIELD ROAD THAT CROSSES RIDGE AND 1 MILE WSW OF THE
 CA0082'HOME OF B.R. FISHER.  STATION IS ABOUT 30 FEET LOWER AND
 CA0082'1/2 MILE N OF THE HIGH POINT OF THIS RIDGE.
 CA0082'
 CA0082'STATION MARK IS AN OLD-STYLE DISK SET IN A 23-INCH SQUARE
 CA0082'LIMESTONE WHICH IN TURN IS SET IN A 4-FOOT SQUARE CONCRETE
 CA0082'BLOCK, INSCRIBED U.S. SURVEY, S-W BASE, U.S.C. AND G.S.EL.
 CA0082'THE ELEVATION COULD NOT BE MADE OUT AS THE MARK SHOWED SIGNS
 CA0082'OF DEFACEMENT.  A TRIANGLE WITH A POINT INSIDE WAS CHISELED
 CA0082'IN THE DISK BY THE BUILDING PARTY THAT ERECTED THE TOWER.
 CA0082'THE MARK WAS FOUND TO BE IN GOOD CONDITION.
 CA0082'
 CA0082'REFERENCE MARK NO. 1 IS SW OF STATION AT RIM OF HILL.  THE
 CA0082'OLD REFERENCE MARK, WHICH WAS MARKED BY A DRILL HOLE IN
 CA0082'NATURAL ROCK OUTCROP AND CIRCUMSCRIBED BY A TRIANGLE, WAS
 CA0082'REPLACED WITH A STANDARD DISK INSCRIBED LAMPASAS SOUTHWEST
 CA0082'BASE 1902-1935.
 CA0082'
 CA0082'REACHED FROM THE COURTHOUSE IN LAMPASAS BY GOING W ON STATE
 CA0082'HIGHWAY 53 FOR 0.25 MILE, THEN TURN LEFT ONTO STATE HIGHWAY
 CA0082'66 AND GO S FOR 1.45 MILES, OR FOR 0.8 MILE AFTER PASSING
 CA0082'HANCOCK SPRINGS TOURIST PARK, THEN TAKE LEFT FORK OFF OF
 CA0082'STATE HIGHWAY 66 AND ACROSS RAILROAD FOR 0.45 MILE, THEN
 CA0082'KEEP STRAIGHT AHEAD AT T-ROAD RIGHT FOR 1.3 MILES, OR FOR
 CA0082'0.75 MILE AFTER PASSING GATE AND CATTLE GUARD, THEN TURN
 CA0082'LEFT ON DIM FIELD ROAD AT TOP OF GRADE FOR 0.35 MILE, OR
 CA0082'FOR 0.1 MILE AFTER PASSING A SMALL WATER HOLE (TANK) ON
 CA0082'LEFT, TO TOP OF RIDGE.  TURN RIGHT AND GO SSW ALONG TOP
 CA0082'OF RIDGE FOR 0.1 MILE TO TWO 4- BY 4-INCH POSTS SET IN THE
 CA0082'GROUND AND STATION.
 CA0082'
 CA0082'REFERENCE MARK NO. 2 IS NW OF STATION AT RIM OF HILL, IT
 CA0082'IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN NATURAL
 CA0082'ROCK OUTCROP INSCRIBED LAMPASAS SOUTHWEST BASE NO. 2 1935.
 CA0082'
 CA0082'AZIMUTH MARK IS ENE OF STATION 200 METERS W OF BROWN BARN
 CA0082'ON E-W FENCE LINE.  IT IS A STANDARD BRONZE DISK SET IN A
 CA0082'SQUARE POST OF CONCRETE, AND PROJECTS ABOUT 12 INCHES ABOVE
 CA0082'THE SURFACE OF THE GROUND INSCRIBED LAMPASAS SOUTHWEST BASE
 CA0082'AZIMUTH 1935.
 CA0082
 CA0082                          STATION RECOVERY (1937)
 CA0082
 CA0082'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA0082'SURFACE MARK IN GOOD CONDITION.  TO LOCATE MARK BY DIRECTIONS
 CA0082'OF C.I.A. 1935 IMPOSSIBLE AS OLD SETTLEMENT ROAD ABANDONED.
 CA0082'DESCRIPTION SHOULD READ AS FOLLOWS FROM LAMPASAS--
 CA0082'
 CA0082'GO S ON OLD LAMPASAS-AUSTIN ROAD TO SECOND HOUSE ON RIGHT
 CA0082'AFTER DOUBLE TURN.  TURN RIGHT AT HOUSE AND GO AROUND BARN,
 CA0082'THEN FOLLOW FENCE W TO INTERSECTION OF THAT FENCE AND N-AND-S
 CA0082'FENCE.  MARK IS ABOUT 100 YARDS W AND 40 YARDS N OF INTERSECTION
 CA0082'OF FENCES.
 CA0082
 CA0082                          STATION RECOVERY (1953)
 CA0082
 CA0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 CA0082'RECOVERED BY USGS IN 1953.
 CA0082'STATION MARK--AN OLD TYPE USC AND GS DISK STAMPED---U.S. SURVEY S-W
 CA0082'BASE ELEV 1251.99 FT.---, SET AT THE CENTER OF A 23 IN. SQUARE
 CA0082'LIMESTONE POST.  THE LIMESTONE POST IS SURROUNDED BY A 4 FT. MASS OF
 CA0082'CONCRETE WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CA0082
 CA0082                          STATION RECOVERY (1961)
 CA0082
 CA0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 CA0082'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CA0082'A NEW DESCRIPTION IS AS FOLLOWS--
 CA0082'
 CA0082'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTH OF LAMPASAS
 CA0082'AND 3/4 MILE EAST OF U.S. HIGHWAY NO. 281.  IT IS ON A RIDGE
 CA0082'WHICH IS ABOUT 30 FEET LOWER AND 3/4 MILE NORTH OF THE HIGH
 CA0082'POINT OF THE RIDGE.
 CA0082'
 CA0082'TO REACH THE STATION FROM THE LAMPASAS COUNTY COURTHOUSE
 CA0082'IN LAMPASAS, GO WEST ON FARM ROAD NO. 580 FOR 0.2 MILE TO
 CA0082'THE JUNCTION OF U.S. HIGHWAY NO. 183.  TURN LEFT AND GO
 CA0082'SOUTH ON U.S. HIGHWAY NO. 183 FOR 1.0 MILE TO A SIDE ROAD
 CA0082'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD
 CA0082'FOR 2.25 MILES TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 CA0082'GO WEST FOR 0.15 MILE TO A GATE AT THE WEST END OF A STONE
 CA0082'BARN.  GO NORTH ON A DIM ROAD FOR 0.1 MILE TO THE NORTH END
 CA0082'OF A TERRACE.  TURN SHARP LEFT AND GO SOUTHWEST ON A DIM
 CA0082'ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT IN FENCE
 CA0082'LINE.  CONTINUE WEST ALONG THE NORTH SIDE OF AN EAST-WEST
 CA0082'FENCE LINE FOR 0.35 MILE TO A GATE IN A NORTH-SOUTH FENCE
 CA0082'LINE.  PASS THROUGH GATE AND CONTINUE WEST ACROSS PASTURE
 CA0082'FOR 0.15 MILE TO THE TOP OF HILL AND STATION SITE.
 CA0082'
 CA0082'STATION MARK, AN OLD TYPE U.S.C. AND G.S. DISK STAMPED U.S.
 CA0082'SURVEY S-W BASE ELEV 1251.99 FT, IS SET AT THE CENTER OF
 CA0082'A 23 INCH SQUARE LIMESTONE POST.  THE LIMESTONE POST IS SURROUNDED
 CA0082'BY A 4 FOOT MASS OF CONCRETE WHICH IS FLUSH WITH THE SURFACE
 CA0082'OF THE GROUND.  IT IS 135 FEET EAST OF THE WEST RIM OF RIDGE
 CA0082'AND 216 FEET SOUTH OF THE NORTH RIM OF RIDGE.
 CA0082'
 CA0082'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAMPASAS S W
 CA0082'BASE NO 1 1902 1935, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 CA0082'BEDROCK.  IT IS 1 FOOT EAST OF THE WEST RIM OF RIDGE.
 CA0082'
 CA0082'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAMPASAS S W
 CA0082'BASE NO 2 1935, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 CA0082'BEDROCK.  IT IS 7 FEET EAST OF THE WEST RIM OF RIDGE AND 108
 CA0082'FEET SOUTH OF THE NORTH RIM OF RIDGE.
 CA0082'
 CA0082'AZIMUTH MARK, A STANDARD DISK STAMPED LAMPASAS S W BASE
 CA0082'AZI 1935, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12
 CA0082'INCH CONCRETE POST PROJECTING 10 INCHES.  IT IS ABOUT 500
 CA0082'FEET WEST OF A STONE BARN, 18 FEET WEST OF THE WEST EDGE
 CA0082'OF A WIRE GATE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 CA0082
 CA0082                          STATION RECOVERY (1967)
 CA0082
 CA0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0082'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CA0082'CONDITION.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 CA0082'
 CA0082'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF LAMPASAS, 0.3
 CA0082'MILE SOUTH OF THE LAMPASAS-BURNET COUNTY LINE AND ON PROPERTY OWNED
 CA0082'BY MR. W.T. CAMPBELL.
 CA0082'
 CA0082'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 183, 190
 CA0082'AND 281 IN THE SOUTH EDGE OF LAMPASAS, GO SOUTH ON U.S. HIGHWAY 183
 CA0082'FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT AND SIGN OLD AUSTIN
 CA0082'ROAD.  TURN RIGHT AND GO SOUTHERLY FOR 1.95 MILES TO A DRIVE WAY
 CA0082'ON THE RIGHT.  TURN RIGHT AND GO WESTERLY PASSING A HOUSE ON THE
 CA0082'LEFT AND A GARAGE ON THE RIGHT AND GO 0.15 MILE TO A GATE AT THE
 CA0082'WEST EDGE OF A CORRAL.  PASS THROUGH GATE, TURN LEFT AND GO
 CA0082'WEST ON THE NORTH SIDE OF A WIRE FENCE FOR 0.15 MILE TO THE
 CA0082'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR 0.4 MILE TO A BOARD
 CA0082'GATE.  PASS THROUGH GATE AND CONTINUE WEST FOR 0.2 MILE TO THE
 CA0082'HIGHEST POINT ON THE RIDGE AND THE STATION.
 CA0082'
 CA0082'THE STATION MARK IS AN OLD STYLE DISK, SET NEAR THE CENTER OF A
 CA0082'48-INCH SQUARE CONCRETE BLOCK, INSCRIBED U.S. SURVEY S-W BASE
 CA0082'U.S.C. AND G.S. EL. 1251.99 FT.  IT IS 3.6 FEET WEST OF A METAL
 CA0082'WITNESS POST WITH SIGN.
 CA0082'
 CA0082'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAMPASAS SW BASE NO 1
 CA0082'1902 1935, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 CA0082'140 FEET WEST OF THE METAL WITNESS POST WITH SIGN AND 3 FEET EAST
 CA0082'OF THE EDGE OF A CUT BANK.
 CA0082'
 CA0082'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAMPASAS SW BASE NO 2
 CA0082'1935, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 224
 CA0082'FEET NORTHWEST OF THE METAL WITNESS POST WITH SIGN AND 6 FEET
 CA0082'SOUTHEAST OF A CUTBANK.
 CA0082'
 CA0082'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LAMPASAS SW BASE AZI
 CA0082'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CA0082'PROJECTS 8-INCHES.  IT IS 18 FEET WEST OF THE WEST GATE POST, 11
 CA0082'FEET SOUTH OF THE CENTER OF A TRACK ROAD, 2 FEET EAST OF A METAL
 CA0082'WITNESS POST WITH SIGN AND 1 FOOT NORTH OF A WIRE FENCE.
 CA0082'
 CA0082'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 251.92 FEET OR 76.785
 CA0082'METERS.
 CA0082'
 CA0082'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CA0082'2-1/2 MILES SOUTH OF LAMPASAS.
 CA0082
 CA0082                          STATION RECOVERY (1967)
 CA0082
 CA0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CA0082'2.5 MI S FROM LAMPASAS.
 CA0082'0.7 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 190 AND 281 IN THE
 CA0082'SOUTH EDGE OF LAMPASAS, THENCE SOUTH ON GRAVELED ROAD FOR 1.95 MILE,
 CA0082'THENCE WESTERLY FOR 0.15 MILE, THENCE WEST ACROSS FIELD FOR 0.75 MILE.
 CA0082'THE MARK IS 3.6 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CA0082
 CA0082                          STATION RECOVERY (1983)
 CA0082
 CA0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0082'RECOVERED THIS DATE.  NOTE, NOT LEVELED TO THIS SURVEY.
 CA0082
 CA0082                          STATION RECOVERY (1997)
 CA0082
 CA0082'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 CA0082'US SURVEY SW BASE IS GOOD, -SUITABLE FOR GPS OBS-.  RM A IS GOOD.
 CA0082'AZIMUTH MARK GOOD.  OTHER MARKS NOT SEARCHED FOR.  DESCRIPTION AND -TO
 CA0082'REACH- ARE ADEQUATE, PROPERTY OWNER IS JOHN COLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1002 ***********************************************************************
 CA1002  DESIGNATION -  LAMPASAS SW BASE RM A
 CA1002  PID         -  CA1002
 CA1002  STATE/COUNTY-  TX/BURNET
 CA1002  USGS QUAD   -  LAMPASAS (1954)
 CA1002
 CA1002                         *CURRENT SURVEY CONTROL
 CA1002  ___________________________________________________________________
 CA1002* NAD 83(1993)-  31 01 02.62558(N)    098 10 20.10213(W)     ADJUSTED  
 CA1002* NAVD 88     -       381.88   (+/-2cm)    1252.9    (feet)  VERTCON   
 CA1002  ___________________________________________________________________
 CA1002  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 CA1002  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CA1002
 CA1002  HORZ ORDER  -  FIRST
 CA1002  VERT ORDER  -  THIRD ? (See Below)
 CA1002
 CA1002.The horizontal coordinates were established by classical geodetic methods
 CA1002.and adjusted by the National Geodetic Survey in February 1996..
 CA1002
 CA1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1002.The vertical order pertains to the NGVD 29 superseded value.
 CA1002
 CA1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1002
 CA1002.The geoid height was determined by GEOID03.
 CA1002
 CA1002;                    North         East     Units Scale Factor Converg.
 CA1002;SPC TX C     - 3,151,739.185   906,317.764   MT  0.99988178   +1 06 47.1
 CA1002;SPC TX C     -10,340,330.98  2,973,477.53   sFT  0.99988178   +1 06 47.1
 CA1002;UTM  14      - 3,431,823.953   579,008.925   MT  0.99967700   +0 25 35.6
 CA1002
 CA1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1002!SPC TX C     -   0.99994403  x   0.99988178  =   0.99982582
 CA1002!UTM  14      -   0.99994403  x   0.99967700  =   0.99962105
 CA1002
 CA1002|---------------------------------------------------------------------|
 CA1002| PID    Reference Object                     Distance      Geod. Az  |
 CA1002|                                                           dddmmss.s |
 CA1002| CA0082 LAMPASAS SW BASE                     28.846 METERS 00002     |
 CA1002| CA1006 MATTHEWS                            APPROX.15.0 KM 2705925.0 |
 CA1002| CA1005 NIX TUSC MICROWAVE MAST             APPROX.17.9 KM 3042448.3 |
 CA1002|---------------------------------------------------------------------|
 CA1002
 CA1002                          SUPERSEDED SURVEY CONTROL
 CA1002
 CA1002  NAD 83(1986)-  31 01 02.63645(N)    098 10 20.08763(W) AD(       ) 1
 CA1002  NAD 27      -  31 01 02.00832(N)    098 10 18.98481(W) AD(       ) 1
 CA1002  NGVD 29 (07/19/86)  381.78   (m)         1252.6    (f) LEVELING    3  
 CA1002
 CA1002.Superseded values are not recommended for survey control.
 CA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1002.See file dsdata.txt to determine how the superseded data were derived.
 CA1002
 CA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7900931824(NAD 83)
 CA1002_MARKER: DS = TRIANGULATION STATION DISK
 CA1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1002+STABILITY: SURFACE MOTION
 CA1002
 CA1002  HISTORY     - Date     Condition        Report By
 CA1002  HISTORY     - 1967     MONUMENTED       CGS
 CA1002
 CA1002                          STATION DESCRIPTION
 CA1002
 CA1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1002'THE STATION IS ABOUT 2-1/2 MILES SOUTH OF LAMPASAS, 0.3 MILE
 CA1002'SOUTH OF THE LAMPASAS-BURNET COUNTY LINE, AND ON PROPERY OWNED
 CA1002'BY MR. W.T. CAMPBELL.
 CA1002'
 CA1002'THE STATION IS A STANDARD DISK STAMPED LAMPASAS SW BASE RM A
 CA1002'1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 CA1002'PROJECTS 14 INCHES ABOVE THE GROUND SURFACE.  IT IS 95 FEET SOUTH
 CA1002'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CA1002'
 CA1002'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CA1002'LAMPASAS SOUTHWEST BASE 1900 1935, THE DISTANCE BEING 94.640
 CA1002'FEET OR 28.8463 METERS.
 CA1002'
 CA1002'FOR ROUTE TO REACH THE STATION, SEE DESCRIPTION FOR LAMPASAS
 CA1002'SOUTHWEST BASE 1900 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1001 ***********************************************************************
 CA1001  DESIGNATION -  LAMPASAS VUMORE CABLE TV MAST
 CA1001  PID         -  CA1001
 CA1001  STATE/COUNTY-  TX/LAMPASAS
 CA1001  USGS QUAD   -  LAMPASAS (1954)
 CA1001
 CA1001                         *CURRENT SURVEY CONTROL
 CA1001  ___________________________________________________________________
 CA1001* NAD 83(1993)-  31 05 10.90148(N)    098 09 58.24988(W)     ADJUSTED  
 CA1001* NAVD 88     -                                                        
 CA1001  ___________________________________________________________________
 CA1001  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 CA1001  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA1001
 CA1001  HORZ ORDER  -  THIRD
 CA1001
 CA1001.The horizontal coordinates were established by classical geodetic methods
 CA1001.and adjusted by the National Geodetic Survey in February 1996..
 CA1001
 CA1001
 CA1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1001
 CA1001.The geoid height was determined by GEOID03.
 CA1001
 CA1001;                    North         East     Units Scale Factor Converg.
 CA1001;SPC TX C     - 3,159,394.340   906,748.264   MT  0.99988284   +1 06 58.4
 CA1001;SPC TX C     -10,365,446.26  2,974,889.93   sFT  0.99988284   +1 06 58.4
 CA1001;UTM  14      - 3,439,471.838   579,530.953   MT  0.99967802   +0 25 50.0
 CA1001
 CA1001                          SUPERSEDED SURVEY CONTROL
 CA1001
 CA1001  NAD 83(1986)-  31 05 10.91238(N)    098 09 58.23352(W) AD(       ) 4
 CA1001  NAD 27      -  31 05 10.29271(N)    098 09 57.13066(W) AD(       ) 3
 CA1001
 CA1001.Superseded values are not recommended for survey control.
 CA1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1001.See file dsdata.txt to determine how the superseded data were derived.
 CA1001
 CA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7953139472(NAD 83)
 CA1001_MARKER: 42 = RADIO/TV MAST
 CA1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA1001+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 CA1001
 CA1001  HISTORY     - Date     Condition        Report By
 CA1001  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA1001  HISTORY     - 20020420 GOOD             USPSQD
 CA1001
 CA1001                          STATION DESCRIPTION
 CA1001
 CA1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1001'THE RED LIGHT AT THE TOP OF THE LAMPASAS VU MORE CABLE CO. TV
 CA1001'MAST WAS THE POINT INTERSECTED.  IT IS ABOUT 2 MILES NORTHEAST
 CA1001'OF LAMPASAS, 1-1/2 MILES EAST OF U.S. HIGHWAY 281 AND ALONG THE
 CA1001'SOUTH SIDE OF FARM ROAD 580.  IT IS A STRUCTURAL STEEL TOWER,
 CA1001'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF
 CA1001'RED AND WHITE, AND IS ABOUT 300 FEET HIGH.
 CA1001
 CA1001                          STATION RECOVERY (2002)
 CA1001
 CA1001'RECOVERY NOTE BY US POWER SQUADRON 2002 (CG)
 CA1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1175 ***********************************************************************
 CU1175  PACS        -  This is a Primary Airport Control Station.
 CU1175  DESIGNATION -  LAMPORT
 CU1175  PID         -  CU1175
 CU1175  STATE/COUNTY-  TX/DAWSON
 CU1175  USGS QUAD   -  LAMESA NORTH (1968)
 CU1175
 CU1175                         *CURRENT SURVEY CONTROL
 CU1175  ___________________________________________________________________
 CU1175* NAD 83(1993)-  32 45 17.57364(N)    101 54 58.36784(W)     ADJUSTED  
 CU1175* NAVD 88     -       911.92   (meters)    2991.9    (feet)  GPS OBS   
 CU1175  ___________________________________________________________________
 CU1175  X           -  -1,108,798.830 (meters)                     COMP
 CU1175  Y           -  -5,254,258.273 (meters)                     COMP
 CU1175  Z           -   3,431,608.750 (meters)                     COMP
 CU1175  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CU1175  ELLIP HEIGHT-         887.71  (meters)          (10/24/00) GPS OBS
 CU1175  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CU1175
 CU1175  HORZ ORDER  -  B
 CU1175  ELLP ORDER  -  FOURTH    CLASS II
 CU1175
 CU1175.This mark is at Lamesa Muni (2F5) Airport (2F5)
 CU1175
 CU1175.The horizontal coordinates were established by GPS observations
 CU1175.and adjusted by the National Geodetic Survey in August 1996..
 CU1175
 CU1175.The orthometric height was determined by GPS observations and a
 CU1175.high-resolution geoid model.
 CU1175
 CU1175.GPS derived orthometric heights for airport stations designated as
 CU1175.PACS or SACS are published to 2 decimal places.  This maintains
 CU1175.centimeter relative accuracy between the PACS and SACS.  It does
 CU1175.not indicate centimeter accuracy relative to other marks which are
 CU1175.part of the NAVD 88 network.
 CU1175
 CU1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU1175
 CU1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1175
 CU1175.The ellipsoidal height was determined by GPS observations
 CU1175.and is referenced to NAD 83.
 CU1175
 CU1175.The geoid height was determined by GEOID03.
 CU1175
 CU1175;                    North         East     Units Scale Factor Converg.
 CU1175;SPC TXNC     - 2,125,876.173   279,956.949   MT  0.99988595   -1 51 47.5
 CU1175;SPC TXNC     - 6,974,645.41    918,492.09   sFT  0.99988595   -1 51 47.5
 CU1175;UTM  14      - 3,627,877.567   226,779.451   MT  1.00052058   -1 34 43.6
 CU1175
 CU1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1175!SPC TXNC     -   0.99986064  x   0.99988595  =   0.99974661
 CU1175!UTM  14      -   0.99986064  x   1.00052058  =   1.00038115
 CU1175
 CU1175:                Primary Azimuth Mark                     Grid Az
 CU1175:SPC TXNC     -  LAMPORT AZ MK                            167 11 02.9
 CU1175:UTM  14      -  LAMPORT AZ MK                            166 53 59.0
 CU1175
 CU1175|---------------------------------------------------------------------|
 CU1175| PID    Reference Object                     Distance      Geod. Az  |
 CU1175|                                                           dddmmss.s |
 CU1175| CU1176 LAMPORT AZ MK                       APPROX. 0.6 KM 1651915.4 |
 CU1175| AE6492 2F5 A                               458.283 METERS 3444953.6 |
 CU1175|---------------------------------------------------------------------|
 CU1175
 CU1175                          SUPERSEDED SURVEY CONTROL
 CU1175
 CU1175  ELLIP H (08/30/96)  887.73   (m)                       GP(       ) 1 2
 CU1175  NAD 83(1993)-  32 45 17.57248(N)    101 54 58.36493(W) AD(       ) 3
 CU1175  ELLIP H (02/16/96)  887.82   (m)                       GP(       ) 5 1
 CU1175  ELLIP H (12/21/93)  887.41   (m)                       GP(       ) 4 1
 CU1175  NAD 83(1986)-  32 45 17.57799(N)    101 54 58.35664(W) AD(       ) 3
 CU1175  NAD 27      -  32 45 17.20544(N)    101 54 56.81568(W) AD(       ) 3
 CU1175  NGVD 29 (12/08/88)  911.9    (m)         2992.     (f) GPS OBS        
 CU1175
 CU1175.Superseded values are not recommended for survey control.
 CU1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1175.See file dsdata.txt to determine how the superseded data were derived.
 CU1175
 CU1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2677927878(NAD 83)
 CU1175_MARKER: DH = HORIZONTAL CONTROL DISK
 CU1175_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CU1175_SP_SET: CONCRETE CULVERT
 CU1175_STAMPING: LAMPORT 1988
 CU1175_MARK LOGO: NGS   
 CU1175_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU1175+STABILITY: SURFACE MOTION
 CU1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU1175+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1995
 CU1175
 CU1175  HISTORY     - Date     Condition        Report By
 CU1175  HISTORY     - 1988     MONUMENTED       NGS
 CU1175  HISTORY     - 19950518 GOOD             NGS
 CU1175  HISTORY     - 19990414 GOOD             TXDOT
 CU1175
 CU1175                          STATION DESCRIPTION
 CU1175
 CU1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CU1175'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 CU1175'EAST-NORTHEAST OF LAMESA, 2.4 KM (1.5 MI) SOUTHEAST OF US HIGHWAY
 CU1175'87 AT THE LAMESA MUNICIPAL AIRPORT.  IT IS AT THE JUNCTION OF A
 CU1175'RAMP AND IN THE MEDIAN BETWEEN THE TAXIWAY AND RUNWAY 16-34.
 CU1175'OWNERSHIP--CITY OF LAMESA AND DAWSON COUNTY, 310 SOUTH MAIN, LAMESA
 CU1175'TX 79331.  AIRPORT MANAGER IS DON LYBRAND, PHONE 806-872-2244.
 CU1175'
 CU1175'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 87, 180 AND
 CU1175'STATE HIGHWAYS 137 AND 349 ON THE EAST SIDE OF LAMESA, GO NORTH ON
 CU1175'US HIGHWAY 87 FOR 0.3 KM (0.2 MI) TO A CROSS STREET.  TURN RIGHT
 CU1175'AND GO EASTERLY ON FARM ROAD 826 FOR 4.1 KM (2.55 MI) TO A PAVED
 CU1175'ROAD RIGHT.  CONTINUE NORTH FOR 1.0 KM (0.6 MI) TO THE AIRPORT
 CU1175'OFFICE ON THE LEFT.  TURN LEFT AND GO WEST ON GRAVEL FOR 0.05 KM
 CU1175'(0.1 MI) TO THE TAXIWAY.  TURN LEFT AND GO SOUTH ON TAXIWAY FOR 0.2
 CU1175'KM (0.1 MI) TO A RAMP AND STATION ON THE RIGHT.
 CU1175'
 CU1175'THE STATION MARK IS A STANDARD NGS STATION MARK DISK
 CU1175'STAMPED---LAMPORT 1988---, SET IN THE TOP OF A CONCRETE CULVERT.
 CU1175'LOCATED 32.8 METERS (107.5 FT) EAST-NORTHEAST FROM RUNWAY CENTER,
 CU1175'29.9 METERS (98.0 FT) WEST-SOUTHWEST FROM TAXIWAY CENTER, 14.2
 CU1175'METERS (46.5 FT) SOUTH-SOUTHEAST FROM RAMP CENTER, 0.8 METER (2.5
 CU1175'FT) NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST AND IN THE EAST
 CU1175'END OF THE CULVERT.
 CU1175'
 CU1175'THE AZIMUTH MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CU1175'STAMPED---LAMPORT 1988---, SET IN THE TOP OF A CONCRETE CULVERT.
 CU1175'LOCATED 32.0 METERS (105.0 FT) EAST-NORTHEAST FROM RUNWAY CENTER,
 CU1175'29.6 METERS (97.0 FT) WEST-SOUTHWEST FROM TAXIWAY CENTER, 14.2
 CU1175'METERS (46.5 FT) NORTH-NORTHWEST FROM RAMP CENTER, 0.6 METER (2.0
 CU1175'FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST AND IN THE EAST
 CU1175'END OF THE CULVERT.
 CU1175'
 CU1175'GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CU1175'
 CU1175'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CU1175'
 CU1175'DESCRIBED BY D.A. BOWLING.
 CU1175
 CU1175                          STATION RECOVERY (1995)
 CU1175
 CU1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CU1175'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST-NORTHEAST OF
 CU1175'LAMESA, AT THE LAMESA MUNICIPAL AIRPORT.  NEAR THE MIDDLE OF RUNWAY
 CU1175'16-34, IN THE GRASS MEDIAN, BETWEEN THE RUNWAY AND TAXI, AND SOUTH OF
 CU1175'THE CONNECTOR.  IN TOP OF A CULVERT HEADWALL.  OWNERSHIP--CITY OF
 CU1175'LAMESA AND DAWSON COUNTY, 601 SOUTH 1 ST.  STREET, LAMESA, TX. 79331.
 CU1175'AIRPORT MANAGER DON LYBRAND, PHONE 806-872-2244.  TO REACH THE STATION
 CU1175'FROM THE JUNCTION OF U.S.  HIGHWAYS 87, 180, AND STATE HIGHWAYS 137
 CU1175'AND 349 ON THE EAST SIDE OF LAMESA, GO NORTH, 0.3 KM (0.20 MI) ON U.S.
 CU1175'HIGHWAY 87 TO FARM ROAD 826.  TURN RIGHT, EASTERLY, 4.1 KM (2.55 MI)
 CU1175'ON 826 TO A PAVED ROAD RIGHT.  CONTINUE NORTH, 1.0 KM (0.60 MI) TO THE
 CU1175'AIRPORT OFFICE ON THE LEFT.  TURN LEFT, WEST, 0.05 KM (0.05 MI) ACROSS
 CU1175'APRON TO THE TAXI.  TURN LEFT, SOUTH, 0.17 KM (0.10 MI) ALONG TAXI TO
 CU1175'A CONNECTOR AND THE STATION ON THE RIGHT.  STATION IS IN TOP OF AND
 CU1175'0.2 M (0.7 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF
 CU1175'A CULVERT UNDER A CONNECTOR, 31.3 M (102.7 FT) EAST OF THE RUNWAY
 CU1175'CENTERLINE, 29.8 M (97.8 FT) WEST OF TAXI A CENTERLINE, 13.9 M (45.6
 CU1175'FT) SOUTH OF THE CONNECTOR CENTERLINE, AND 0.6 M (2.0 FT) NORTH OF A
 CU1175'WITNESS POST.  BY R.G. HAYES
 CU1175
 CU1175                          STATION RECOVERY (1999)
 CU1175
 CU1175'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 CU1175'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1176 ***********************************************************************
 CU1176  SACS        -  This is a Secondary Airport Control Station.
 CU1176  DESIGNATION -  LAMPORT AZ MK
 CU1176  PID         -  CU1176
 CU1176  STATE/COUNTY-  TX/DAWSON
 CU1176  USGS QUAD   -  LAMESA SOUTH (1970)
 CU1176
 CU1176                         *CURRENT SURVEY CONTROL
 CU1176  ___________________________________________________________________
 CU1176* NAD 83(1993)-  32 44 58.40670(N)    101 54 52.42637(W)     ADJUSTED  
 CU1176* NAVD 88     -       910.54   (meters)    2987.3    (feet)  GPS OBS   
 CU1176  ___________________________________________________________________
 CU1176  X           -  -1,108,713.197 (meters)                     COMP
 CU1176  Y           -  -5,254,601.665 (meters)                     COMP
 CU1176  Z           -   3,431,111.351 (meters)                     COMP
 CU1176  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 CU1176  ELLIP HEIGHT-         886.32  (meters)          (08/08/01) GPS OBS
 CU1176  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CU1176
 CU1176  HORZ ORDER  -  FIRST
 CU1176  ELLP ORDER  -  FOURTH    CLASS I
 CU1176
 CU1176.This mark is at Lamesa Muni (2F5) Airport (2F5)
 CU1176
 CU1176.The horizontal coordinates were established by GPS observations
 CU1176.and adjusted by the National Geodetic Survey in January 1998..
 CU1176
 CU1176.The orthometric height was determined by GPS observations and a
 CU1176.high-resolution geoid model.
 CU1176
 CU1176.GPS derived orthometric heights for airport stations designated as
 CU1176.PACS or SACS are published to 2 decimal places.  This maintains
 CU1176.centimeter relative accuracy between the PACS and SACS.  It does
 CU1176.not indicate centimeter accuracy relative to other marks which are
 CU1176.part of the NAVD 88 network.
 CU1176
 CU1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU1176
 CU1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1176
 CU1176.The ellipsoidal height was determined by GPS observations
 CU1176.and is referenced to NAD 83.
 CU1176
 CU1176.The geoid height was determined by GEOID03.
 CU1176
 CU1176;                    North         East     Units Scale Factor Converg.
 CU1176;SPC TXNC     - 2,125,281.077   280,092.325   MT  0.99988644   -1 51 44.2
 CU1176;SPC TXNC     - 6,972,693.00    918,936.24   sFT  0.99988644   -1 51 44.2
 CU1176;UTM  14      - 3,627,282.774   226,917.868   MT  1.00051965   -1 34 39.6
 CU1176
 CU1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1176!SPC TXNC     -   0.99986086  x   0.99988644  =   0.99974732
 CU1176!UTM  14      -   0.99986086  x   1.00051965  =   1.00038044
 CU1176
 CU1176:                Primary Azimuth Mark                     Grid Az
 CU1176:SPC TXNC     -  LAMPORT                                  347 11 02.8
 CU1176:UTM  14      -  LAMPORT                                  346 53 58.2
 CU1176
 CU1176|---------------------------------------------------------------------|
 CU1176| PID    Reference Object                     Distance      Geod. Az  |
 CU1176|                                                           dddmmss.s |
 CU1176| CU1175 LAMPORT                             APPROX. 0.6 KM 3451918.6 |
 CU1176|---------------------------------------------------------------------|
 CU1176
 CU1176                          SUPERSEDED SURVEY CONTROL
 CU1176
 CU1176  ELLIP H (01/06/98)  886.34   (m)                       GP(       ) 4 1
 CU1176  NAD 83(1993)-  32 44 58.40527(N)    101 54 52.42330(W) AD(       ) 3
 CU1176  ELLIP H (02/16/96)  886.43   (m)                       GP(       ) 5 1
 CU1176  ELLIP H (12/21/93)  886.03   (m)                       GP(       ) 4 1
 CU1176  NAD 83(1986)-  32 44 58.41080(N)    101 54 52.41502(W) AD(       ) 3
 CU1176  NAD 27      -  32 44 58.03775(N)    101 54 50.87434(W) AD(       ) 3
 CU1176  NGVD 29 (12/08/88)  910.5    (m)         2987.     (f) GPS OBS        
 CU1176
 CU1176.Superseded values are not recommended for survey control.
 CU1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1176.See file dsdata.txt to determine how the superseded data were derived.
 CU1176
 CU1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2691827283(NAD 83)
 CU1176_MARKER: DZ = AZIMUTH MARK DISK
 CU1176_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CU1176_SP_SET: CONCRETE CULVERT HEADWALL
 CU1176_STAMPING: LAMPORT 1988
 CU1176_MARK LOGO: NGS   
 CU1176_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU1176+STABILITY: SURFACE MOTION
 CU1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU1176+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1995
 CU1176
 CU1176  HISTORY     - Date     Condition        Report By
 CU1176  HISTORY     - 1988     MONUMENTED       NGS
 CU1176  HISTORY     - 19950518 GOOD             NGS
 CU1176
 CU1176                          STATION DESCRIPTION
 CU1176
 CU1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CU1176'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 CU1176'EAST-NORTHEAST OF LAMESA, 2.4 KM (1.5 MI) SOUTHEAST OF US HIGHWAY
 CU1176'87 AT THE LAMESA MUNICIPAL AIRPORT.
 CU1176'OWNERSHIP--CITY OF LAMESA AND DAWSON COUNTY, 310 SOUTH MAIN, LAMESA
 CU1176'TX 79331.  AIRPORT MANAGER IS DON LYBRAND, PHONE 806-872-2244.
 CU1176'
 CU1176'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 87, 180 AND
 CU1176'STATE HIGHWAYS 137 AND 349 ON THE EAST SIDE OF LAMESA, GO NORTH ON
 CU1176'US HIGHWAY 87 FOR 0.3 KM (0.2 MI) TO A CROSS STREET.  TURN RIGHT
 CU1176'AND GO EASTERLY ON FARM ROAD 826 FOR 4.1 KM (2.55 MI) TO A PAVED
 CU1176'ROAD RIGHT.  CONTINUE NORTH FOR 1.0 KM (0.6 MI) TO THE AIRPORT
 CU1176'OFFICE ON THE LEFT.  TURN LEFT AND GO EAST ON GRAVEL FOR 0.1 KM
 CU1176'(0.05 MI) TO THE TAXIWAY.  TURN LEFT AND GO SOUTH ON TAXIWAY FOR
 CU1176'0.7 KM (0.45 MI) TO A RAMP AND STATION ON THE RIGHT.
 CU1176'
 CU1176'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CU1176'STAMPED---LAMPORT 1988---, SET IN THE TOP OF A CONCRETE HEADWALL.
 CU1176'LOCATED 32.0 METERS (105.0 FT) EAST-NORTHEAST FROM RUNWAY CENTER,
 CU1176'29.6 METERS (97.0 FT) WEST-SOUTHWEST FROM TAXIWAY CENTER, 14.2
 CU1176'METERS (46.5 FT) NORTH-NORTHWEST FROM RAMP CENTER, 0.6 METER (2.0
 CU1176'FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST AND IN THE EAST
 CU1176'END OF THE HEADWALL.
 CU1176'
 CU1176'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CU1176'
 CU1176'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CU1176'
 CU1176'DESCRIBED BY D.A. BOWLING.
 CU1176
 CU1176                          STATION RECOVERY (1995)
 CU1176
 CU1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CU1176'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST-NORTHEAST OF
 CU1176'LAMESA, AT THE LAMESA MUNICIPAL AIRPORT.  NEAR THE SOUTH END OF THE
 CU1176'MEDIAN, THAT IS NORTH OF THE SECOND CONNECTOR NORTH OF RUNWAY END 34,
 CU1176'BETWEEN THE RUNWAY AND TAXI, IN TOP OF A CONCRETE CULVERT HEADWALL.
 CU1176'OWNERSHIP--CITY OF LAMESA AND DAWSON COUNTY, 601 SOUTH 1 ST.  STREET,
 CU1176'LAMESA, TX.  79331.  AIRPORT MANAGER DON LYBRAND, PHONE 806-872-2244.
 CU1176'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87, 180, AND
 CU1176'STATE HIGHWAYS 137 AND 349 ON THE EAST SIDE OF LAMESA, GO NORTH, 0.3
 CU1176'KM (0.20 MI) ON U.S.  HIGHWAY 87 TO FARM ROAD 826.  TURN RIGHT,
 CU1176'EASTERLY, 4.1 KM (2.55 MI) ON 826 TO A PAVED ROAD RIGHT.  CONTINUE
 CU1176'NORTH, 1.0 KM (0.60 MI) TO THE AIRPORT OFFICE ON THE LEFT.  TURN LEFT,
 CU1176'WEST, 0.05 KM (0.05 MI) ACROSS APRON TO THE TAXI. TURN LEFT, SOUTH,
 CU1176'0.78 KM (0.50 MI) ALONG TAXI TO A CONNECTOR AND THE STATION ON THE
 CU1176'RIGHT.  STATION IS IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END
 CU1176'OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER A CONNECTOR, 31.5 M
 CU1176'(103.3 FT) EAST OF THE RUNWAY CENTERLINE, 29.8 M (97.8 FT) WEST OF THE
 CU1176'TAXI A CENTERLINE, 13.6 M (44.6 FT) NORTH OF THE CONNECTOR CENTERLINE,
 CU1176'0.6 M (2.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 CU1176'LEVEL OF THE CONNECTOR.  NOTE--THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2803 ***********************************************************************
 CS2803  DESIGNATION -  LANCASTER
 CS2803  PID         -  CS2803
 CS2803  STATE/COUNTY-  TX/DALLAS
 CS2803  USGS QUAD   -  LANCASTER (1981)
 CS2803
 CS2803                         *CURRENT SURVEY CONTROL
 CS2803  ___________________________________________________________________
 CS2803* NAD 83(1993)-  32 34 27.85771(N)    096 45 48.26643(W)     ADJUSTED  
 CS2803* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 CS2803  ___________________________________________________________________
 CS2803  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 CS2803  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CS2803
 CS2803  HORZ ORDER  -  SECOND
 CS2803
 CS2803.The horizontal coordinates were established by classical geodetic methods
 CS2803.and adjusted by the National Geodetic Survey in February 1996..
 CS2803
 CS2803.The orthometric height was scaled from a topographic map.
 CS2803
 CS2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2803
 CS2803.The geoid height was determined by GEOID03.
 CS2803
 CS2803;                    North         East     Units Scale Factor Converg.
 CS2803;SPC TXNC     - 2,102,007.137   763,042.265   MT  0.99990708   +0 56 49.7
 CS2803;SPC TXNC     - 6,896,335.08  2,503,414.50   sFT  0.99990708   +0 56 49.7
 CS2803;UTM  14      - 3,606,313.986   709,953.072   MT  1.00014359   +1 12 16.6
 CS2803
 CS2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2803!SPC TXNC     -   0.99997824  x   0.99990708  =   0.99988532
 CS2803!UTM  14      -   0.99997824  x   1.00014359  =   1.00012183
 CS2803
 CS2803|---------------------------------------------------------------------|
 CS2803| PID    Reference Object                     Distance      Geod. Az  |
 CS2803|                                                           dddmmss.s |
 CS2803| CY1454 LANCASTER RM 2                       22.500 METERS 01035     |
 CS2803| CS2806 LANCASTER FIRST PRESB CH DOME       APPROX. 2.2 KM 0210448.5 |
 CS2803| CS2804 LANCASTER MUNICIPAL TANK            APPROX. 2.6 KM 0244156.3 |
 CS2803| CY1455 LANCASTER RM 3                       24.415 METERS 10703     |
 CS2803| CY1453 LANCASTER RM 1                       23.367 METERS 10716     |
 CS2803| CY1452 LANCASTER AZ MK                                    1884145.5 |
 CS2803|---------------------------------------------------------------------|
 CS2803
 CS2803                          SUPERSEDED SURVEY CONTROL
 CS2803
 CS2803  NAD 83(1986)-  32 34 27.86443(N)    096 45 48.24825(W) AD(       ) 2
 CS2803  NAD 27      -  32 34 27.37500(N)    096 45 47.26700(W) AD(       ) 2
 CS2803
 CS2803.Superseded values are not recommended for survey control.
 CS2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2803.See file dsdata.txt to determine how the superseded data were derived.
 CS2803
 CS2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0995306314(NAD 83)
 CS2803_MARKER: DS = TRIANGULATION STATION DISK
 CS2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2803+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 CS2803
 CS2803  HISTORY     - Date     Condition        Report By
 CS2803  HISTORY     - 1947     MONUMENTED       CGS
 CS2803  HISTORY     - 1958     GOOD             CGS
 CS2803  HISTORY     - 1958     GOOD             USGS
 CS2803  HISTORY     - 1960     GOOD             CGS
 CS2803  HISTORY     - 1963     GOOD             CGS
 CS2803  HISTORY     - 20030512 GOOD             TX1730
 CS2803
 CS2803                          STATION DESCRIPTION
 CS2803
 CS2803'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2803'THE STATION IS ABOUT 1.2 MILES SOUTH OF LANCASTER, 45 FEET
 CS2803'WEST OF THE CENTER OF STATE HIGHWAY NO. 342, 18.5 FEET
 CS2803'NORTHWEST OF A WELL, AND 11.5 FEET NORTHEAST OF A FENCE LINE.
 CS2803'IT IS FLUSH WITH THE GROUND AND IS STAMPED LANCASTER 1947.
 CS2803'
 CS2803'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE CENTER OF STATE
 CS2803'HIGHWAY NO. 342 AND 1.5 FEET WEST OF A FENCE LINE.  IT PROJECTS
 CS2803'8 INCHES AND IS STAMPED LANCASTER NO 1 1947.
 CS2803'
 CS2803'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE NORTHEAST CORNER
 CS2803'OF A FARM HOUSE AND 44 FEET WEST OF THE CENTER OF STATE
 CS2803'HIGHWAY NO. 342.  IT PROJECTS 8 INCHES AND IS STAMPED LANCASTER
 CS2803'NO 2 1947.
 CS2803'
 CS2803'AZIMUTH MARK IS 0.15 MILE NORTH OF AN UNDERPASS, 34.5 FEET
 CS2803'WEST OF THE CENTER OF STATE HIGHWAY NO. 342, 3.7 FEET SOUTHEAST
 CS2803'OF THE EAST END OF A BOARD GATE, 3 FEET NORTH OF A REFERENCE
 CS2803'POST, AND 1.5 FEET EAST OF A FENCE LINE.  IT PROJECTS 8 INCHES
 CS2803'AND IS STAMPED LANCASTER 1947.
 CS2803'
 CS2803'TO REACH THE STATION FROM THE STOP LIGHT IN LANCASTER, GO
 CS2803'SOUTH ON STATE HIGHWAY NO. 342 FOR 1.4 MILES TO THE TOP OF
 CS2803'A GRADE AND THE STATION ON THE RIGHT AS DESCRIBED.
 CS2803'
 CS2803'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 CS2803'HIGHWAY NO. 342 FOR 0.35 MILE AND THE AZIMUTH MARK ON THE
 CS2803'RIGHT AS DESCRIBED.
 CS2803'
 CS2803'A 74 FOOT SIGNAL AT NEWTON IS VISIBLE AT 4 FEET.
 CS2803'
 CS2803'A 74 FOOT SIGNAL AT WILMER IS VISIBLE AT 37 FEET.
 CS2803'
 CS2803'A 74 FOOT SIGNAL AT FERRIS IS VISIBLE AT 37 FEET.
 CS2803'
 CS2803'A 74 FOOT SIGNAL AT RED OAK IS VISIBLE AT 37 FEET.
 CS2803'
 CS2803'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2803
 CS2803                          STATION RECOVERY (1958)
 CS2803
 CS2803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2803'STATION, R.M. NO. 2 AND THE AZIMUTH MARKS WERE RECOVERED IN
 CS2803'GOOD CONDITION AS DESCRIBED.  R.M. NO. 1 WAS FOUND OUT OF
 CS2803'THE GROUND AND WAS RESET AS R.M. NO. 3, 1958.  A NEW DESCRIPTION
 CS2803'IS AS FOLLOWS--
 CS2803'
 CS2803'STATION IS ABOUT 1.2 MILES SOUTHWEST OF LANCASTER AT THE TOP
 CS2803'OF A LOW DIVIDE ABOUT 45 FEET WEST OF THE CENTERLINE OF AN
 CS2803'OLD SECTION OF HIGHWAY NO. 342, NOW A FARM ROAD ABOUT 1/4
 CS2803'MILE WEST OF NO. 342.  IT IS IN A SMALL TRIANGULAR AREA ON
 CS2803'THE SOUTH SIDE OF THE ENTRANCE LANE TO A FARM HOUSE AND ABOUT
 CS2803'20 FEET NORTHWEST OF AN OLD, OPEN WELL THAT IS COVERED WITH
 CS2803'RAILROAD TIES, 15 FEET NORTHEAST OF A FENCE LINE AND 20 FEET
 CS2803'NORTHWEST OF A CLUMP OF BOIS DE ARC.  A STANDARD DISK STAMPED
 CS2803'LANCASTER 1947 IN A CONCRETE MONUMENT WHICH IS FLUSH WITH
 CS2803'THE SURFACE OF THE GROUND.
 CS2803'
 CS2803'REFERENCE NO. 2 IS A STANDARD DISK STAMPED LANCASTER 1947
 CS2803'NO. 2 IN A CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES, IN
 CS2803'THE FRONT YARD OF AN OLD FARM-HOUSE AND 10 FEET NORTH OF THE
 CS2803'CONCRETE WALK LEADING TO THE HOUSE.
 CS2803'
 CS2803'REFERENCE NO. 3 IS A STANDARD DISK STAMPED LANCASTER 1947
 CS2803'NO. 3 1958 IN A CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES,
 CS2803'1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE OF THE BLACKTOP
 CS2803'ROAD AND 21 YARDS SOUTH OF A FENCE CORNER IN THE SOUTHWEST
 CS2803'CORNER OF THE FARM YARD EAST OF THE ROAD.
 CS2803'
 CS2803'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION AT THE
 CS2803'TOP OF THE ROAD CUT AND 0.1 MILE NORTHWEST OF THE JUNCTION
 CS2803'OF THE ROAD WITH THE NEW HIGHWAY NO. 342 AND THE SITE OF THE
 CS2803'UNDERPASS MENTIONED IN THE ORIGINAL DESCRIPTION.  IT IS 3-1/2
 CS2803'FEET SOUTHEAST OF THE EAST END OF A BOARDGATE AND A FARM
 CS2803'LANE LEADING SOUTH.
 CS2803'
 CS2803'TO REACH THE STATION FROM LANCASTER--GO SOUTH FROM THE TRAFFIC
 CS2803'LIGHT ON HIGHWAY NO. 342, 0.9 MILE TO THE JUNCTION WITH THE
 CS2803'NEW HIGHWAY ROUTE, AT THE EAST SIDE OF THE UNDERPASS.  THEN
 CS2803'BEAR RIGHT OFF THE HIGHWAY AND GO SOUTHWEST ON THE OLD HIGHWAY,
 CS2803'0.3 MILE TO THE TOP OF THE GRADE AND THE STATION ON THE RIGHT
 CS2803'AS DESCRIBED.
 CS2803'
 CS2803'TO REACH THE AZIMUTH MARK CONTINUE 0.35 MILE SOUTH TO THE
 CS2803'MARK ON THE RIGHT AS DESCRIBED.
 CS2803
 CS2803                          STATION RECOVERY (1958)
 CS2803
 CS2803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2803'STATION, REFERENCE MARK 2 AND AZIMUTH MARK FOUND IN GOOD
 CS2803'CONDITION AS DESCRIBED.
 CS2803'
 CS2803'REFERENCE MARK 1 DESTROYED.
 CS2803
 CS2803                          STATION RECOVERY (1960)
 CS2803
 CS2803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2803'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CS2803'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 COULD NOT BE
 CS2803'LOCATED.  REFERENCE MARK NO. 3 WAS RECOVERED AND PROBABLY
 CS2803'IT HAS BEEN ESTABLISHED TO SUPERCEDE REFERENCE MARK NO. 1.
 CS2803'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2803
 CS2803                          STATION RECOVERY (1963)
 CS2803
 CS2803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2803'THE STATION MARK, REFERENCE MARKS NO. 3, NO. 2 AND THE AZIMUTH
 CS2803'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1958 RECOVERY NOTE
 CS2803'DESCRIPTION AND THE TO REACH THE STATION ARE ADEQUATE FOR
 CS2803'RECOVERY OF THE STATION.
 CS2803
 CS2803                          STATION RECOVERY (2003)
 CS2803
 CS2803'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS2803'LOCATED AT 277 RED OAK ROAD, LANCASTER. SURROUNDED BY TREES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2806 ***********************************************************************
 CS2806  DESIGNATION -  LANCASTER FIRST PRESB CH DOME
 CS2806  PID         -  CS2806
 CS2806  STATE/COUNTY-  TX/DALLAS
 CS2806  USGS QUAD   -  LANCASTER (1981)
 CS2806
 CS2806                         *CURRENT SURVEY CONTROL
 CS2806  ___________________________________________________________________
 CS2806* NAD 83(1993)-  32 35 35.43431(N)    096 45 17.49543(W)     ADJUSTED  
 CS2806* NAVD 88     -                                                        
 CS2806  ___________________________________________________________________
 CS2806  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 CS2806  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS2806
 CS2806  HORZ ORDER  -  THIRD
 CS2806
 CS2806.The horizontal coordinates were established by classical geodetic methods
 CS2806.and adjusted by the National Geodetic Survey in February 1996..
 CS2806
 CS2806
 CS2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2806
 CS2806.The geoid height was determined by GEOID03.
 CS2806
 CS2806;                    North         East     Units Scale Factor Converg.
 CS2806;SPC TXNC     - 2,104,101.631   763,810.108   MT  0.99990442   +0 57 06.4
 CS2806;SPC TXNC     - 6,903,206.77  2,505,933.66   sFT  0.99990442   +0 57 06.4
 CS2806;UTM  14      - 3,608,412.417   710,711.667   MT  1.00014752   +1 12 35.4
 CS2806
 CS2806                          SUPERSEDED SURVEY CONTROL
 CS2806
 CS2806  NAD 83(1986)-  32 35 35.44108(N)    096 45 17.47746(W) AD(       ) 4
 CS2806  NAD 27      -  32 35 34.95300(N)    096 45 16.49800(W) AD(       ) 3
 CS2806
 CS2806.Superseded values are not recommended for survey control.
 CS2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2806.See file dsdata.txt to determine how the superseded data were derived.
 CS2806
 CS2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1071208412(NAD 83)
 CS2806_MARKER: 86 = CUPOLA
 CS2806
 CS2806  HISTORY     - Date     Condition        Report By
 CS2806  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2806  HISTORY     - 1958     GOOD             CGS
 CS2806  HISTORY     - 1985     GOOD             USPSQD
 CS2806
 CS2806                          STATION DESCRIPTION
 CS2806
 CS2806'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2806'THE STATION IS LOCATED 1 BLOCK EAST AND 1-1/4 BLOCKS NORTH
 CS2806'OF THE SQUARE IN LANCASTER.  IT IS ON THE WEST HALF OF A CITY
 CS2806'BLOCK FACING HENRY STREET BETWEEN 1ST AND 2ND STREETS.  IT
 CS2806'IS A LIGHT COLORED BRICK BUILDING WITH A FLAT ROOF AND DOME
 CS2806'WITH CUPOLA IN THE CENTER.  THE APEX OF THE CUPOLA IS IN
 CS2806'THE SHAPE OF A HALF SPHERE AND IS ABOUT 50 FEET ABOVE THE
 CS2806'GROUND.
 CS2806'
 CS2806'THE POINT INTERSECTED WAS THE APEX OF THE CUPOLA.
 CS2806
 CS2806                          STATION RECOVERY (1958)
 CS2806
 CS2806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2806'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2806
 CS2806                          STATION RECOVERY (1985)
 CS2806
 CS2806'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2804 ***********************************************************************
 CS2804  DESIGNATION -  LANCASTER MUNICIPAL TANK
 CS2804  PID         -  CS2804
 CS2804  STATE/COUNTY-  TX/DALLAS
 CS2804  USGS QUAD   -  LANCASTER (1981)
 CS2804
 CS2804                         *CURRENT SURVEY CONTROL
 CS2804  ___________________________________________________________________
 CS2804* NAD 83(1993)-  32 35 43.67965(N)    096 45 07.07053(W)     ADJUSTED  
 CS2804* NAVD 88     -                                                        
 CS2804  ___________________________________________________________________
 CS2804  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 CS2804  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CS2804
 CS2804  HORZ ORDER  -  THIRD
 CS2804
 CS2804.The horizontal coordinates were established by classical geodetic methods
 CS2804.and adjusted by the National Geodetic Survey in February 1996..
 CS2804
 CS2804
 CS2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2804
 CS2804.The geoid height was determined by GEOID03.
 CS2804
 CS2804;                    North         East     Units Scale Factor Converg.
 CS2804;SPC TXNC     - 2,104,360.087   764,077.677   MT  0.99990411   +0 57 12.1
 CS2804;SPC TXNC     - 6,904,054.72  2,506,811.51   sFT  0.99990411   +0 57 12.1
 CS2804;UTM  14      - 3,608,672.139   710,978.133   MT  1.00014891   +1 12 41.3
 CS2804
 CS2804                          SUPERSEDED SURVEY CONTROL
 CS2804
 CS2804  NAD 83(1986)-  32 35 43.68640(N)    096 45 07.05259(W) AD(       ) 4
 CS2804  NAD 27      -  32 35 43.20100(N)    096 45 06.07100(W) AD(       ) 3
 CS2804
 CS2804.Superseded values are not recommended for survey control.
 CS2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2804.See file dsdata.txt to determine how the superseded data were derived.
 CS2804
 CS2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1097808672(NAD 83)
 CS2804_MARKER: 53 = ELEVATED TANK
 CS2804
 CS2804  HISTORY     - Date     Condition        Report By
 CS2804  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2804  HISTORY     - 1958     GOOD             CGS
 CS2804  HISTORY     - 1960     GOOD             CGS
 CS2804  HISTORY     - 1985     GOOD             USPSQD
 CS2804
 CS2804                          STATION DESCRIPTION
 CS2804
 CS2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2804'THE STATION IS LOCATED ABOUT 0.35 MILE NORTH OF THE RAILWAY
 CS2804'DEPOT IN LANCASTER AND ABOUT 25 YARDS EAST OF THE MKT RAILWAY
 CS2804'TRACKS.  IT IS A 4 LEGGED, SILVER PAINTED, STEEL WATER TANK
 CS2804'ABOUT 120 FEET HIGH WITH A SMALL BALL CENTERED ON TOP OF
 CS2804'THE TANK.
 CS2804'
 CS2804'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 CS2804
 CS2804                          STATION RECOVERY (1958)
 CS2804
 CS2804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2804'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2804
 CS2804                          STATION RECOVERY (1960)
 CS2804
 CS2804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2804'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2804'
 CS2804'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2804
 CS2804                          STATION RECOVERY (1985)
 CS2804
 CS2804'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0910 ***********************************************************************
 FM0910  DESIGNATION -  LANDERGIN
 FM0910  PID         -  FM0910
 FM0910  STATE/COUNTY-  TX/OLDHAM
 FM0910  USGS QUAD   -  LANDERGIN (1966)
 FM0910
 FM0910                         *CURRENT SURVEY CONTROL
 FM0910  ___________________________________________________________________
 FM0910* NAD 83(1993)-  35 18 27.29582(N)    102 32 45.16961(W)     ADJUSTED  
 FM0910* NAVD 88     -      1241.1    (meters)    4072.     (feet)  VERTCON   
 FM0910  ___________________________________________________________________
 FM0910  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 FM0910  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 FM0910
 FM0910  HORZ ORDER  -  FIRST
 FM0910
 FM0910.The horizontal coordinates were established by classical geodetic methods
 FM0910.and adjusted by the National Geodetic Survey in February 1996..
 FM0910
 FM0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0910
 FM0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0910
 FM0910.The geoid height was determined by GEOID03.
 FM0910
 FM0910;                    North         East     Units Scale Factor Converg.
 FM0910;SPC TX N     - 1,145,561.719   104,892.216   MT  0.99991272   -0 36 22.1
 FM0910;SPC TX N     - 3,758,397.07    344,133.88   sFT  0.99991272   -0 36 22.1
 FM0910;UTM  13      - 3,909,916.414   723,124.078   MT  1.00021357   +1 25 08.3
 FM0910
 FM0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0910!SPC TX N     -   0.99980909  x   0.99991272  =   0.99972183
 FM0910!UTM  13      -   0.99980909  x   1.00021357  =   1.00002262
 FM0910
 FM0910:                Primary Azimuth Mark                     Grid Az
 FM0910:SPC TX N     -  VEGA WHEAT GROWERS GRAIN ELEV            123 13 43.2
 FM0910:UTM  13      -  VEGA WHEAT GROWERS GRAIN ELEV            121 12 12.8
 FM0910
 FM0910|---------------------------------------------------------------------|
 FM0910| PID    Reference Object                     Distance      Geod. Az  |
 FM0910|                                                           dddmmss.s |
 FM0910| FM0904 VEGA WHEAT GROWERS GRAIN ELEV       APPROX.13.0 KM 1223721.1 |
 FM0910| CJ7666 LANDERGIN AZ MK                                    1480708.6 |
 FM0910| CJ7667 LANDERGIN RM 1                       25.039 METERS 16452     |
 FM0910| FM0912 ADRIAN WHEAT INC GRAIN ELEV         APPROX.11.6 KM 2495835.9 |
 FM0910| CJ7668 LANDERGIN RM 2                       29.884 METERS 25414     |
 FM0910|---------------------------------------------------------------------|
 FM0910
 FM0910                          SUPERSEDED SURVEY CONTROL
 FM0910
 FM0910  NAD 83(1993)-  35 18 27.30237(N)    102 32 45.16275(W) AD(       ) 1
 FM0910  NAD 83(1993)-  35 18 27.30329(N)    102 32 45.16165(W) AD(       ) 1
 FM0910  NAD 83(1986)-  35 18 27.30322(N)    102 32 45.16120(W) AD(       ) 1
 FM0910  NAD 27      -  35 18 27.11000(N)    102 32 43.41500(W) AD(       ) 1
 FM0910  NGVD 29 (07/19/86) 1240.6    (m)         4070.     (f) VERT ANG       
 FM0910
 FM0910.Superseded values are not recommended for survey control.
 FM0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0910.See file dsdata.txt to determine how the superseded data were derived.
 FM0910
 FM0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2312409916(NAD 83)
 FM0910_MARKER: DS = TRIANGULATION STATION DISK
 FM0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0910
 FM0910  HISTORY     - Date     Condition        Report By
 FM0910  HISTORY     - 1934     MONUMENTED       CGS
 FM0910  HISTORY     - 1938     GOOD             TXHD
 FM0910  HISTORY     - 1953     GOOD             CGS
 FM0910
 FM0910                          STATION DESCRIPTION
 FM0910
 FM0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0910'STATION IS LOCATED 7 MILES NW OF VEGA, 3 MILES N OF LANDERGIN
 FM0910'SIDING ON THE CHICAGO, ROCK ISLAND AND PACIFIC HIGHWAY AND
 FM0910'IS ON A FLAT RIDGE IN PASTURE LAND.  THE STATION MARK PROJECTS
 FM0910'4 INCHES AND IS 0.8 MILE IN MAGNETIC BEARING, 331 DEGREES,
 FM0910'FROM A LONE WINDMILL WHICH IS SURROUNDED BY A TRIANGULAR FENCE.
 FM0910'
 FM0910'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0910'BRONZE DISKS SET IN CONCRETE.
 FM0910'
 FM0910'REFERENCE MARK NO. 1 IS S OF THE STATION AND PROJECTS 4 INCHES.
 FM0910'
 FM0910'REFERENCE MARK NO. 2 IS WSW OF THE STATIONAND PROJECTS 4 INCHES.
 FM0910'
 FM0910'AZIMUTH MARK IS ESE OF THE STATION, 6 FEET W OF THE CENTER
 FM0910'LINE OF A N-S TRACK ROAD, AT A POINT 0.3 MILE N OF THE ABOVE
 FM0910'MENTIONED WINDMILL.  IT PROJECTS 4 INCHES.
 FM0910'
 FM0910'TO REACH STATION FROM LANDERGIN SIDING ON THE CHICAGO, ROCK
 FM0910'ISLAND AND PACIFIC RAILWAY 7.7 MILES W OF VEGA, GO E ON
 FM0910'U.S. HIGHWAY 66, 100 YARDS FROM THE GRADE CROSSING AND GRAIN
 FM0910'ELEVATOR TO A GATE IN THE RIGHT-OF-WAY FENCE ON THE N SIDE OF
 FM0910'THE HIGHWAY.  HERE LEAVE U.S. HIGHWAY 66, TURN LEFT, N, PASS
 FM0910'THROUGH GATE AND GO N ON TRACK ROAD ON THE W SIDE OF N-S FENCE
 FM0910'0.4 MILE.  JOG NE 100 YARDS ALONG NW SIDE OF FENCE.  THEN
 FM0910'LEAVE FENCE AND GO N ON PLAIN ROAD THROUGH CULTIVATED FIELD
 FM0910'0.6 MILE TO A GATE IN AN E-W FENCE.  PASS THROUGH GATE AND GO
 FM0910'NE ON PLAIN TRACKS TOWARD WINDMILL 1.2 MILES.  (THE AZIMUTH
 FM0910'MARK IS 0.3 MILE N (BY ROAD) OF THIS MILL).  HERE LEAVE
 FM0910'ROAD AND GO ACROSS COUNTRY ON MAGNETIC BEARING 331 DEG,
 FM0910'0.8 MILE TO THE STATION.
 FM0910'
 FM0910'A 35-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 FM0910
 FM0910                          STATION RECOVERY (1938)
 FM0910
 FM0910'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FM0910'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 FM0910
 FM0910                          STATION RECOVERY (1953)
 FM0910
 FM0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0910'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 FM0910'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FM0910'
 FM0910'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTHWEST OF VEGA,
 FM0910'3 MILES NORTH OF THE LANDERGIN SIDING ON THE CHICAGO, ROCK
 FM0910'ISLAND AND PACIFIC RAILROAD AND ON FLAT PASTURE LAND 0.8 MILE,
 FM0910'IN MAGNETIC BEARING 331 DEGREES FROM A LONE WINDMILL.
 FM0910'
 FM0910'STATION IS REACHED AS FOLLOWS--FROM THE LANDERGIN SIDING ON
 FM0910'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD WHICH IS 7.7
 FM0910'MILES WEST OF VEGA, GO NORTH ACROSS THE TRACKS ABOUT 100 YARDS
 FM0910'EAST OF THE GRAIN ELEVATOR, TO A WIRE GATE.  PASS THROUGH THE
 FM0910'GATE AND GO NORTH ON A TRACK ROAD ALONG THE WEST SIDE OF THE
 FM0910'FENCE FOR 1.1 MILES TO A CATTLE GUARD.  CROSS THE CATTLE
 FM0910'GUARD, TAKE THE RIGHT FORK AND GO NORTHEAST FOR 1.1 MILES TO
 FM0910'A WINDMILL.  PASS TO THE LEFT OF THE WINDMILL AND GO NORTH
 FM0910'ON A TRACK ROAD FOR 0.3 MILE (FROM HERE THE AZIMUTH MARK IS
 FM0910'0.1 MILE TO THE RIGHT, EAST, OF THE ROAD).  TURN LEFT OFF
 FM0910'THE TRACK ROAD AND GO NORTHWEST FOR 0.5 MILE TO THE STATION.
 FM0910'
 FM0910'STATION MARK, STAMPED LANDERGIN 1934, IS A STANDARD DISK SET
 FM0910'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FM0910'6 INCHES.  IT IS 12 FEET WEST OF A WELL DEFINED CATTLE TRAIL.
 FM0910'
 FM0910'REFERENCE MARK NUMBER 1, STAMPED LANDERGIN NO 1 1934, IS
 FM0910'A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FM0910'POST, PROJECTING 6 INCHES AND AT THE SAME ELEVATION AS THE
 FM0910'STATION.
 FM0910'
 FM0910'REFERENCE MARK NUMBER 2, STAMPED LANDERGIN NO 2 1934, IS
 FM0910'A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FM0910'POST, PROJECTING 6 INCHES AND AT THE SAME ELEVATION AS THE STATION.
 FM0910'
 FM0910'AZIMUTH MARK, STAMPED LANDERGIN 1934, IS A STANDARD DISK
 FM0910'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FM0910'12 INCHES.  IT IS 2 FEET WEST OF A WELL DEFINED CATTLE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0911 ***********************************************************************
 FM0911  DESIGNATION -  LANDERGIN RR SID ROBERTS ELEV
 FM0911  PID         -  FM0911
 FM0911  STATE/COUNTY-  TX/OLDHAM
 FM0911  USGS QUAD   -  LANDERGIN (1966)
 FM0911
 FM0911                         *CURRENT SURVEY CONTROL
 FM0911  ___________________________________________________________________
 FM0911* NAD 83(1993)-  35 16 10.77568(N)    102 33 33.46268(W)     ADJUSTED  
 FM0911* NAVD 88     -      1245.     (meters)    4085.     (feet)  SCALED    
 FM0911  ___________________________________________________________________
 FM0911  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 FM0911  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 FM0911
 FM0911  HORZ ORDER  -  THIRD
 FM0911
 FM0911.The horizontal coordinates were established by classical geodetic methods
 FM0911.and adjusted by the National Geodetic Survey in July 1998..
 FM0911
 FM0911.The orthometric height was scaled from a topographic map.
 FM0911
 FM0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0911
 FM0911.The geoid height was determined by GEOID03.
 FM0911
 FM0911;                    North         East     Units Scale Factor Converg.
 FM0911;SPC TX N     - 1,141,367.994   103,627.310   MT  0.99991421   -0 36 50.0
 FM0911;SPC TX N     - 3,744,638.16    339,983.93   sFT  0.99991421   -0 36 50.0
 FM0911;UTM  13      - 3,905,679.365   722,007.778   MT  1.00020745   +1 24 35.6
 FM0911
 FM0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0911!SPC TX N     -   0.99980855  x   0.99991421  =   0.99972277
 FM0911!UTM  13      -   0.99980855  x   1.00020745  =   1.00001596
 FM0911
 FM0911                          SUPERSEDED SURVEY CONTROL
 FM0911
 FM0911  NAD 83(1993)-  35 16 10.77568(N)    102 33 33.46268(W) AD(       ) 4
 FM0911  NAD 83(1993)-  35 16 10.78171(N)    102 33 33.45549(W) AD(       ) 4
 FM0911  NAD 83(1993)-  35 16 10.78262(N)    102 33 33.45490(W) AD(       ) 4
 FM0911  NAD 83(1986)-  35 16 10.78307(N)    102 33 33.45317(W) AD(       ) 4
 FM0911  NAD 27      -  35 16 10.58600(N)    102 33 31.70600(W) AD(       ) 3
 FM0911
 FM0911.Superseded values are not recommended for survey control.
 FM0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0911.See file dsdata.txt to determine how the superseded data were derived.
 FM0911
 FM0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2200805679(NAD 83)
 FM0911_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FM0911
 FM0911  HISTORY     - Date     Condition        Report By
 FM0911  HISTORY     - 1953     MONUMENTED       CGS
 FM0911
 FM0911                          STATION DESCRIPTION
 FM0911
 FM0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FM0911'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35102-3, STATION 1016.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0601 ***********************************************************************
 AO0601  DESIGNATION -  LANDERS
 AO0601  PID         -  AO0601
 AO0601  STATE/COUNTY-  TX/MCMULLEN
 AO0601  USGS QUAD   -  CALLIHAM NW (1967)
 AO0601
 AO0601                         *CURRENT SURVEY CONTROL
 AO0601  ___________________________________________________________________
 AO0601* NAD 83(1993)-  28 26 29.29189(N)    098 24 48.82994(W)     ADJUSTED  
 AO0601* NAVD 88     -       105.8    (meters)     347.     (feet)  VERTCON   
 AO0601  ___________________________________________________________________
 AO0601  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AO0601  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AO0601
 AO0601  HORZ ORDER  -  SECOND
 AO0601
 AO0601.The horizontal coordinates were established by classical geodetic methods
 AO0601.and adjusted by the National Geodetic Survey in February 1996..
 AO0601
 AO0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0601
 AO0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0601
 AO0601.The geoid height was determined by GEOID03.
 AO0601
 AO0601;                    North         East     Units Scale Factor Converg.
 AO0601;SPC TXSC     - 4,067,544.427   657,444.989   MT  0.99998382   +0 17 14.3
 AO0601;SPC TXSC     -13,344,935.34  2,156,967.43   sFT  0.99998382   +0 17 14.3
 AO0601;UTM  14      - 3,146,247.800   557,423.733   MT  0.99964069   +0 16 45.5
 AO0601
 AO0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0601!SPC TXSC     -   0.99998745  x   0.99998382  =   0.99997127
 AO0601!UTM  14      -   0.99998745  x   0.99964069  =   0.99962814
 AO0601
 AO0601:                Primary Azimuth Mark                     Grid Az
 AO0601:SPC TXSC     -  LANDERS AZ MK                            013 54 13.1
 AO0601:UTM  14      -  LANDERS AZ MK                            013 54 41.9
 AO0601
 AO0601|---------------------------------------------------------------------|
 AO0601| PID    Reference Object                     Distance      Geod. Az  |
 AO0601|                                                           dddmmss.s |
 AO0601| CV5443 LANDERS AZ MK                                      0141127.4 |
 AO0601| CV5445 LANDERS RM 2                         23.223 METERS 22242     |
 AO0601| CV5444 LANDERS RM 1                         24.566 METERS 35501     |
 AO0601|---------------------------------------------------------------------|
 AO0601
 AO0601                          SUPERSEDED SURVEY CONTROL
 AO0601
 AO0601  NAD 83(1986)-  28 26 29.29684(N)    098 24 48.80736(W) AD(       ) 2
 AO0601  NAD 27      -  28 26 28.31900(N)    098 24 47.76000(W) AD(       ) 2
 AO0601  NGVD 29 (07/28/98)  105.8    (m)          347.     (f) VERT ANG       
 AO0601
 AO0601.Superseded values are not recommended for survey control.
 AO0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0601.See file dsdata.txt to determine how the superseded data were derived.
 AO0601
 AO0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS5742446248(NAD 83)
 AO0601_MARKER: DS = TRIANGULATION STATION DISK
 AO0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0601_PROJECTION: FLUSH
 AO0601
 AO0601  HISTORY     - Date     Condition        Report By
 AO0601  HISTORY     - 1952     MONUMENTED       CGS
 AO0601  HISTORY     - 1953     GOOD             CGS
 AO0601  HISTORY     - 1968     GOOD             CGS
 AO0601  HISTORY     - 1968     GOOD             USGS
 AO0601
 AO0601                          STATION DESCRIPTION
 AO0601
 AO0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0601'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF TILDEN
 AO0601'AND ABOUT 5 MILES SOUTHEAST OF THE VILLAGE OF CALLIHAM.
 AO0601'
 AO0601'TO REACH THE STATION FROM THE POST OFFICE IN CALLIHAM.  GO WEST
 AO0601'ON STATE HIGHWAY 63 FOR 4.45 MILES TO A SIDE ROAD LEFT AND OLD
 AO0601'CORRAL ON THE RIGHT.  TURN LEFT, SOUTH, AND GO 1.25 MILES TO A
 AO0601'T-ROAD.  TURN LEFT, EAST, AND GO ON THE MAIN ROAD FOR 0.55
 AO0601'MILE TO A SIDE ROAD RIGHT AND FARM BUILDINGS.  TURN RIGHT,
 AO0601'SOUTH, AND GO ON A TRACK ROAD FOR 0.3 MILE TO THE STATION SITE
 AO0601'ON THE LEFT NEAR FENCE LINE.
 AO0601'
 AO0601'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AO0601'CYLINDERS.
 AO0601'
 AO0601'THE STATION MARK IS STAMPED LANDERS 1952, AND PROJECTS 2 INCHES.
 AO0601'IT IS LOCATED 25 FEET EAST OF THE CENTER LINE OF A TRACK ROAD.
 AO0601'12 FEET WEST OF A NORTH-SOUTH FENCE LINE.  AND 8 FEET SOUTH OF A
 AO0601'WHITE WITNESS POST.
 AO0601'
 AO0601'REFERENCE MARK NO. 1 IS STAMPED LANDERS NO 1 1952, AND PROJECTS 1
 AO0601'INCH.
 AO0601'
 AO0601'REFERENCE MARK NO. 2 IS STAMPED LANDERS NO 2 1952, AND PROJECTS
 AO0601'1 INCH.
 AO0601'
 AO0601'THE AZIMUTH MARK IS STAMPED LANDERS 1952, AND PROJECTS 4 INCHES.
 AO0601'IT IS LOCATED 20 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD.
 AO0601'38 FEET WEST-NORTHWEST OF POWER LINE POLE NO. 628.  2 FEET WEST
 AO0601'OF A WITNESS POST.  AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 AO0601'FENCE LINE.
 AO0601'
 AO0601'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD AT THE FARM
 AO0601'BUILDINGS.  GO EAST ON THE DIRT ROAD FOR 0.3 MILES TO THE AZIMUTH
 AO0601'MARK ON THE RIGHT.
 AO0601'
 AO0601'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AO0601
 AO0601                          STATION RECOVERY (1953)
 AO0601
 AO0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0601'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AO0601'
 AO0601'TO REACH THE AZIMUTH FROM THE GATE ENTRANCE TO FARM BUILDINGS,
 AO0601'GO EAST ABOUT 0.15 MILES TO MARK ON THE RIGHT.
 AO0601
 AO0601                          STATION RECOVERY (1968)
 AO0601
 AO0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLP)
 AO0601'STATION AND ALL MARKS INCLUDING AZIMUTH MARK WERE FOUND IN
 AO0601'GOOD CONDITION AS DESCRIBED.
 AO0601'
 AO0601'TO REACH FROM THE POST OFFICE IN CALLIHAM GO W. ON STATE HWY.
 AO0601'72 FOR 2.1 MILES TO A COUNTY ROAD SW, TURN LEFT AND GO 2.3
 AO0601'MILES TO A T ROAD JUNCTION NW.  TURN RIGHT AND GO 1.4 MILES
 AO0601'TO A GROUP OF FARM BUILDINGS ON THE LEFT.  TURN LEFT THROUGH GATE
 AO0601'PASSING EAST OF BUILDINGS AND GO ON TRACK ROAD ABOUT 0.3 MILES TO
 AO0601'STATION SITE NEAR A N-S FENCE LINE.
 AO0601'
 AO0601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 AO0601'MILES SW OF CALLIHAM.
 AO0601
 AO0601                          STATION RECOVERY (1968)
 AO0601
 AO0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AO0601'DESCRIPTION AND POSITION LISTED IN NGS QUAD 28098-2, STATION 1009.
 AO0601'RECOVERED BY USGS IN 1968 AND REDESCRIBED AS FOLLOWS
 AO0601'TO REACH FROM THE POST OFFICE IN CALLIHAM, GO W. ON STATE HIGHWAY 72
 AO0601'2.1 MI. TO A COUNTY RD. SW., TURN LEFT AND GO 2.3 MI. TO A T-RD.
 AO0601'JUNCTION NW., TURN RIGHT AND GO 1.4 MI. TO A GROUP OF FARM BUILDINGS
 AO0601'ON THE LEFT, TURN LEFT THROUGH GATE PASSING E. OF BUILDINGS AND GO ON
 AO0601'TRACK RD. ABOUT 0.3 MI. TO STATION SITE NEAR A N-S. FENCE LINE.
 AO0601'ALL MARKS INCLUDING AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 AO0601'DESCRIBED.
 AO0601'STATION MARK--STANDARD DISK SET IN THE TOP OF CONCRETE CYLINDER,
 AO0601'STAMPED---LANDERS 1952---, AND PROJECTING 2 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1432 ***********************************************************************
 AH1432  DESIGNATION -  LANDING
 AH1432  PID         -  AH1432
 AH1432  STATE/COUNTY-  TX/KLEBERG
 AH1432  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1432
 AH1432                         *CURRENT SURVEY CONTROL
 AH1432  ___________________________________________________________________
 AH1432* NAD 83(1993)-  27 28 40.27866(N)    097 21 04.02161(W)     ADJUSTED  
 AH1432* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1432  ___________________________________________________________________
 AH1432  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1432  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AH1432
 AH1432  HORZ ORDER  -  THIRD
 AH1432
 AH1432.The horizontal coordinates were established by classical geodetic methods
 AH1432.and adjusted by the National Geodetic Survey in February 1996..
 AH1432
 AH1432.The orthometric height was scaled from a topographic map.
 AH1432
 AH1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1432
 AH1432.The geoid height was determined by GEOID03.
 AH1432
 AH1432;                    North         East     Units Scale Factor Converg.
 AH1432;SPC TX S     - 5,201,183.596   413,536.688   MT  0.99992928   +0 31 17.8
 AH1432;SPC TX S     -17,064,216.51  1,356,744.95   sFT  0.99992928   +0 31 17.8
 AH1432;UTM  14      - 3,040,445.700   662,910.059   MT  0.99992761   +0 45 39.5
 AH1432
 AH1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1432!SPC TX S     -   1.00000387  x   0.99992928  =   0.99993315
 AH1432!UTM  14      -   1.00000387  x   0.99992761  =   0.99993148
 AH1432
 AH1432:                Primary Azimuth Mark                     Grid Az
 AH1432:SPC TX S     -  HARDPAN                                  015 00 48.3
 AH1432:UTM  14      -  HARDPAN                                  014 46 26.6
 AH1432
 AH1432|---------------------------------------------------------------------|
 AH1432| PID    Reference Object                     Distance      Geod. Az  |
 AH1432|                                                           dddmmss.s |
 AH1432| AH0418 HARDPAN                             APPROX. 9.7 KM 0153206.1 |
 AH1432| AH1473 WIND                                APPROX. 3.3 KM 2290722.5 |
 AH1432| CV2558 LANDING RM                                         27551     |
 AH1432|---------------------------------------------------------------------|
 AH1432
 AH1432                          SUPERSEDED SURVEY CONTROL
 AH1432
 AH1432  NAD 83(1986)-  27 28 40.29102(N)    097 21 03.99735(W) AD(       ) 3
 AH1432  NAD 27      -  27 28 39.14400(N)    097 21 03.03000(W) AD(       ) 3
 AH1432
 AH1432.Superseded values are not recommended for survey control.
 AH1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1432.See file dsdata.txt to determine how the superseded data were derived.
 AH1432
 AH1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6291040446(NAD 83)
 AH1432_MARKER: DS = TRIANGULATION STATION DISK
 AH1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1432_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1432
 AH1432  HISTORY     - Date     Condition        Report By
 AH1432  HISTORY     - 1912     MONUMENTED       CGS
 AH1432  HISTORY     - 1938     MARK NOT FOUND   CGS
 AH1432
 AH1432                          STATION DESCRIPTION
 AH1432
 AH1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1432'ON THE MAINLAND ABOUT 1 MILE S OF SOUTH BIRD ISLAND, AND
 AH1432'ON THE SOUTHERN ONE OF THE 2 SMALL ROUNDING SANDY POINTS,
 AH1432'22.7 METERS (74.5 FEET) FROM THE LAND END OF THE OLD WHARF,
 AH1432'IN LINE WITH THE WHARF AND A SMALL PROMINENT MOTTE ABOUT
 AH1432'1/2 MILE INLAND.  THERE IS A ROCK FORMATION ALONG THE BEACH
 AH1432'THAT CROPS OUT JUST AT THE OLD WHARF.  SURFACE MARK IS A
 AH1432'STANDARD BRONZE DISK SET IN CONCRETE.
 AH1432'
 AH1432'THE UNDERGROUND MARK IS A BLOCK OF CONCRETE SET IN THE GROUND
 AH1432'WITH ITS TOP ABOUT 3 FEET BELOW THE SURFACE.  THE POINT
 AH1432'OF A LARGE NAIL PROJECTING FROM THE CONCRETE INDICATES
 AH1432'THE CENTER OF THE STATION. A STANDARD BRONZE
 AH1432'DISK SET IN CONCRETE, DESCRIBES THE REFERENCE MARK, WHICH IS
 AH1432'IN LINE WITH THE ABOVE-MENTIONED MOTTE, 29.9 METERS (98.1
 AH1432'FEET) FROM THE STATION BEARING N 84 DEG 09 MIN W. AN OLD
 AH1432'STAKE PROJECTING 4-1/2 FEET ABOVE THE SURFACE IS 10.5 METERS
 AH1432'(34.4 FEET) S 53 DEG, E (MAGNETIC) AND ANOTHER PROJECTING
 AH1432'1 FOOT IS 27.1 METERS (88.9 FEET) N 38 DEG W (MAGNETIC).
 AH1432'OTHER BEARINGS ARE--TO SE CORNER POST OF OLD LANDING,
 AH1432'S 85 DEG 10 MIN E, DOUBLE SPANISH DAGGER ON PADRE ISLAND,
 AH1432'S 55 DEG 22 MIN E.  WINDMILL, 1-1/2 MILES SW, S 49 DEG 07 MIN W.
 AH1432'MOTTE 1/2 MILE DISTANT, N 83 DEG 42 MIN W.
 AH1432
 AH1432                          STATION RECOVERY (1938)
 AH1432
 AH1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1432'STATION DESTROYED.  REFERENCE MARK FOUND IN GOOD CONDITION.
 AH1432'
 AH1432'TWO LARGE BLOCKS OF CONCRETE WERE FOUND ON THE BEACH AT
 AH1432'THE STATION SITE.  THE BANK APPARENTLY WASHED AWAY FROM BOTH
 AH1432'SURFACE AND SUB-SURFACE MARKS.  THE PRESENT BANK IS ABOUT
 AH1432'15 FEET BACK FROM THE ORIGINAL POSITION OF THE STATION.
 AH1432'
 AH1432'THE REFERENCE MARK IS 70 FEET SW OF THE BANK OF LAGUNA MADRE.
 AH1432'IT IS A STANDARD UNSTAMPED DISK IN CONCRETE,
 AH1432'AND IS FLUSH WITH THE GROUND.  THE TOP OF THE CONCRETE IS
 AH1432'INSCRIBED FEB. 11, 1912.
 AH1432'
 AH1432'THE COUNTIES IN THIS VICINITY HAVE APPARENTLY BEEN CHANGED
 AH1432'SINCE 1912 AS THIS POINT IS NOW IN KLEBERG COUNTY.
 AH1432'
 AH1432'THIS REFERENCE MARK IS ON THE LAURELES SECTION OF THE KING
 AH1432'RANCH.  A NEW STATION (LOBO) IS TO BE ESTABLISHED ABOUT 1/2
 AH1432'MILE W.  THIS MARK MAY BE USED FOR AN AZIMUTH MARK FOR STATION
 AH1432'LOBO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0585 ***********************************************************************
 AO0585  DESIGNATION -  LANE
 AO0585  PID         -  AO0585
 AO0585  STATE/COUNTY-  TX/LIVE OAK
 AO0585  USGS QUAD   -  OAKVILLE SW (1963)
 AO0585
 AO0585                         *CURRENT SURVEY CONTROL
 AO0585  ___________________________________________________________________
 AO0585* NAD 83(1993)-  28 18 23.01936(N)    098 10 34.43903(W)     ADJUSTED  
 AO0585* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 AO0585  ___________________________________________________________________
 AO0585  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AO0585  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AO0585
 AO0585  HORZ ORDER  -  SECOND
 AO0585
 AO0585.The horizontal coordinates were established by classical geodetic methods
 AO0585.and adjusted by the National Geodetic Survey in February 1996..
 AO0585
 AO0585.The orthometric height was scaled from a topographic map.
 AO0585
 AO0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0585
 AO0585.The geoid height was determined by GEOID03.
 AO0585
 AO0585;                    North         East     Units Scale Factor Converg.
 AO0585;SPC TXSC     - 4,052,715.084   680,798.100   MT  1.00002297   +0 24 12.9
 AO0585;SPC TXSC     -13,296,282.74  2,233,585.10   sFT  1.00002297   +0 24 12.9
 AO0585;UTM  14      - 3,131,419.319   580,766.136   MT  0.99968051   +0 23 26.3
 AO0585
 AO0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0585!SPC TXSC     -   0.99998810  x   1.00002297  =   1.00001107
 AO0585!UTM  14      -   0.99998810  x   0.99968051  =   0.99966861
 AO0585
 AO0585|---------------------------------------------------------------------|
 AO0585| PID    Reference Object                     Distance      Geod. Az  |
 AO0585|                                                           dddmmss.s |
 AO0585| CV5186 HINES RM 2                           72.201 METERS 02300     |
 AO0585| AO0586 HINES USGS 1953                      53.267 METERS 03300     |
 AO0585| AO0582 GEORGE WEST MUNICIPAL TANK          APPROX. 6.1 KM 0635750.1 |
 AO0585| CV5446 LANE AZ MK                                         2655421.5 |
 AO0585| AO0599 CLAYTON                             APPROX. 9.9 KM 2800612.3 |
 AO0585| CV5185 HINES RM 1                           14.909 METERS 31318     |
 AO0585|---------------------------------------------------------------------|
 AO0585
 AO0585                          SUPERSEDED SURVEY CONTROL
 AO0585
 AO0585  NAD 83(1986)-  28 18 23.02520(N)    098 10 34.41747(W) AD(       ) 2
 AO0585  NAD 27      -  28 18 22.02200(N)    098 10 33.39300(W) AD(       ) 2
 AO0585
 AO0585.Superseded values are not recommended for survey control.
 AO0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0585.See file dsdata.txt to determine how the superseded data were derived.
 AO0585
 AO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8076631419(NAD 83)
 AO0585_MARKER: DS = TRIANGULATION STATION DISK
 AO0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0585
 AO0585  HISTORY     - Date     Condition        Report By
 AO0585  HISTORY     - 1953     MONUMENTED       CGS
 AO0585  HISTORY     - 1963     GOOD             CGS
 AO0585
 AO0585                          STATION DESCRIPTION
 AO0585
 AO0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0585'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTH OF THREE RIVERS
 AO0585'AND 4 MILES SOUTHWEST OF GEORGE WEST ON PROPERTY OF GEORGE HINES.
 AO0585'
 AO0585'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 AO0585'STATE HIGHWAY 202 IN GEORGE WEST, GO NORTH ON U.S. HIGHWAY 281
 AO0585'FOR 1.8 MILES TO FARM ROAD 889 TO THE LEFT.  TURN LEFT, GO
 AO0585'SOUTHWEST ON FARM ROAD 889 FOR 4.25 MILES TO A DIRT ROAD LEFT.
 AO0585'TURN LEFT, GO SOUTHEAST 0.6 MILE TO A LANE LEFT AND STATION.
 AO0585'
 AO0585'THE STATION MARK IS STAMPED LANE 1953.  IT IS A STANDARD DISK
 AO0585'SET IN A CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND
 AO0585'LEVEL.  IT IS 46 FEET NORTHEAST OF THE CENTER LINE OF A DIRT
 AO0585'ROAD, 27 FEET SOUTH EAST OF THE CENTER LINE OF A LANE, 4 FEET
 AO0585'SOUTH OF A WHITE WITNESS POST AND 2 FEET NORTH OF A WIRE FENCE.
 AO0585'
 AO0585'HINES (USGS) IS A GEOLOGICAL SURVEY BENCH MARK STAMPED VABM 1952
 AO0585'339 HINES.  IT IS SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 AO0585'1 INCH AND IS 16 FEET WEST OF A FENCE CORNER.
 AO0585'
 AO0585'HINES (USGS) R.M. 1 IS A GEOLOGICAL SURVEY REFERENCE MARK STAMPED
 AO0585'HINES NO 1 1952.  IT IS SET IN A SQUARE CONCRETE MONUMENT THAT
 AO0585'PROJECTS 6 INCHES.  IT IS 21 FEET NORTHWEST OF THE CENTER LINE
 AO0585'OF A LANE AND 3 FEET NORTH OF A FENCE CORNER.
 AO0585'
 AO0585'HINES (USGS) R.M. 2 IS A GEOLOGICAL SURVEY REFERENCE MARK STAMPED
 AO0585'HINES NO 2 1952.  IT IS SET IN A SQUARE CONCRETE MONUMENT THAT
 AO0585'IS 2 INCHES BELOW THE GROUND LEVEL.  IT IS 17 FEET SOUTHEAST OF
 AO0585'A FENCE CORNER AND 2 FEET SOUTHWEST OF A FENCE.
 AO0585'
 AO0585'THE AZIMUTH MARK IS STAMPED LANE 1953.  IT IS A STANDARD DISK SET
 AO0585'IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 60 FEET
 AO0585'NORTHWEST OF THE CENTER LINE OF FARM ROAD 889, 20 FEET SOUTHWEST
 AO0585'OF THE CENTER LINE OF A DIRT ROAD, 18 FEET WEST OF THE WEST CORNER
 AO0585'OF A CONCRETE BRIDGE AND 3 FEET EAST OF A WHITE WITNESS POST.
 AO0585'
 AO0585'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO FARM ROAD
 AO0585'889, TURN LEFT AND GO SOUTHWEST 0.75 MILES TO A DIRT ROAD RIGHT
 AO0585'AND MARK.
 AO0585'
 AO0585'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AO0585
 AO0585                          STATION RECOVERY (1963)
 AO0585
 AO0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AO0585'STATION AND BENCH MARK (HINES USGS) RECOVERED IN GOOD CONDITION
 AO0585'AS DESCRIBED.
 AO0585'
 AO0585'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED.  AZIMUTH MARK NOT
 AO0585'RECOVERED.
 AO0585'
 AO0585'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6969 ***********************************************************************
 AW6969  DESIGNATION -  LANE
 AW6969  PID         -  AW6969
 AW6969  STATE/COUNTY-  TX/FORT BEND
 AW6969  USGS QUAD   -  RICHMOND (1980)
 AW6969
 AW6969                         *CURRENT SURVEY CONTROL
 AW6969  ___________________________________________________________________
 AW6969* NAD 83(1993)-  29 31 40.65590(N)    095 46 57.54797(W)     ADJUSTED  
 AW6969* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 AW6969  ___________________________________________________________________
 AW6969  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW6969  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6969
 AW6969  HORZ ORDER  -  THIRD
 AW6969
 AW6969.The horizontal coordinates were established by classical geodetic methods
 AW6969.and adjusted by the National Geodetic Survey in February 1996..
 AW6969
 AW6969.The orthometric height was scaled from a topographic map.
 AW6969
 AW6969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6969
 AW6969.The geoid height was determined by GEOID03.
 AW6969
 AW6969;                    North         East     Units Scale Factor Converg.
 AW6969;SPC TXSC     - 4,192,098.879   911,808.308   MT  0.99986890   +1 34 34.4
 AW6969;SPC TXSC     -13,753,577.74  2,991,491.09   sFT  0.99986890   +1 34 34.4
 AW6969;UTM  15      - 3,269,710.687   230,303.691   MT  1.00049758   -1 22 20.1
 AW6969
 AW6969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6969!SPC TXSC     -   0.99999989  x   0.99986890  =   0.99986879
 AW6969!UTM  15      -   0.99999989  x   1.00049758  =   1.00049747
 AW6969
 AW6969:                Primary Azimuth Mark                     Grid Az
 AW6969:SPC TXSC     -  LANE AZ MK                               041 58 30.7
 AW6969:UTM  15      -  LANE AZ MK                               044 55 25.2
 AW6969
 AW6969|---------------------------------------------------------------------|
 AW6969| PID    Reference Object                     Distance      Geod. Az  |
 AW6969|                                                           dddmmss.s |
 AW6969| CV7359 LANE AZ MK                                         0433305.1 |
 AW6969| CV6493 LANE RM 3                            15.558 METERS 04412     |
 AW6969| AW6955 CRABB RICHMOND RICE ASSN TANK       APPROX. 6.9 KM 0803427.0 |
 AW6969| CV7360 LANE RM 1                            17.656 METERS 09840     |
 AW6969| CV7361 LANE RM 2                            19.036 METERS 23031     |
 AW6969| AW6970 ROSENBERG NEW MUNICIPAL TANK        APPROX. 4.1 KM 3275831.4 |
 AW6969| AW6967 ROSENBERG SOUTH MUNICIPAL TANK      APPROX. 3.2 KM 3343220.4 |
 AW6969|---------------------------------------------------------------------|
 AW6969
 AW6969                          SUPERSEDED SURVEY CONTROL
 AW6969
 AW6969  NAD 83(1986)-  29 31 40.66965(N)    095 46 57.53079(W) AD(       ) 3
 AW6969  NAD 27      -  29 31 39.79866(N)    095 46 56.70947(W) AD(       ) 3
 AW6969
 AW6969.Superseded values are not recommended for survey control.
 AW6969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6969.See file dsdata.txt to determine how the superseded data were derived.
 AW6969
 AW6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3030469711(NAD 83)
 AW6969_MARKER: DS = TRIANGULATION STATION DISK
 AW6969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6969
 AW6969  HISTORY     - Date     Condition        Report By
 AW6969  HISTORY     - 1952     MONUMENTED       CGS
 AW6969  HISTORY     - 1957     GOOD             HLPCO
 AW6969  HISTORY     - 1970     GOOD             NGS
 AW6969  HISTORY     - 1983     GOOD             LOCSUR
 AW6969  HISTORY     - 19931204 GOOD             USPSQD
 AW6969  HISTORY     - 19991120 GOOD             USPSQD
 AW6969
 AW6969                          STATION DESCRIPTION
 AW6969
 AW6969'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6969'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OF
 AW6969'RICHMOND, ABOUT 2.5 MILES SOUTHEAST OF ROSENBURG ON THE
 AW6969'AIRPORT KNOWN AS LANE AIRPARK.  IT IS 124 FEET NORTHWEST
 AW6969'OF THE NORTH CORNER OF A HANGAR, 150 FEET NORTH OF THE CENTER
 AW6969'OF THE ROAD LEADING INTO THE AIRPARK AND 49 FEET EAST OF
 AW6969'THE CENTER OF A GRAVELED ROAD.
 AW6969'
 AW6969'REFERENCE MARK NO. 1 IS 97 FEET EAST OF THE CENTER OF A
 AW6969'GRAVELED ROAD AND 75 FEET NORTH OF THE NORTH CORNER OF THE
 AW6969'HANGAR.  IT IS STAMPED LANE NO 1 1952 AND IS FLUSH WITH
 AW6969'THE GROUND SURFACE.
 AW6969'
 AW6969'REFERENCE MARK NO. 2 IS 76 FEET NORTH OF THE CENTER OF THE
 AW6969'ROAD LEADING INTO THE AIRPARK AND 36 FEET EAST OF THE CENTER
 AW6969'OF A GRAVELED ROAD.  IT IS STAMPED LANE NO 2 1952 AND IS
 AW6969'FLUSH WITH THE GROUND SURFACE.
 AW6969'
 AW6969'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 109.96
 AW6969'FEET.
 AW6969'
 AW6969'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 72 FEET EAST
 AW6969'OF THE CENTER OF A T ROAD JUNCTION, 23 FEET NORTHEAST OF
 AW6969'THE CENTER OF A GRAVELED ROAD, 16 FEET EAST OF A HIGHLINE
 AW6969'POLE AND 1 FOOT SOUTH OF A EAST-WEST FENCE.  IT IS STAMPED
 AW6969'LANE 1952 AND PROJECTS 6 INCHES.
 AW6969'
 AW6969'TO REACH THE STATION FROM THE POST OFFICE IN RICHMOND, GO
 AW6969'SOUTH FOR 0.05 MILE TO THE JUNCTION WITH U.S. HIGHWAYS 90-A
 AW6969'AND 59, TURN RIGHT AND GO SOUTHWEST FOR 0.45 MILE TO THE
 AW6969'JUNCTION WITH FARM ROAD 762, TURN LEFT AND GO SOUTHEAST
 AW6969'FOR 1.35 MILES TO THE JUNCTION WITH FARM ROAD 1640, TURN
 AW6969'RIGHT AND GO SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 2.25
 AW6969'MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK AS DESCRIBED,
 AW6969'CONTINUE AHEAD FOR 0.5 MILE AND THE STATION AS DESCRIBED.
 AW6969'
 AW6969'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 AW6969
 AW6969                          STATION RECOVERY (1957)
 AW6969
 AW6969'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1957 (JMC)
 AW6969'FOUND STATION AND AZIMUTH AS ORIGINALLY DESCRIBED AND IN
 AW6969'GOOD CONDITION.
 AW6969
 AW6969                          STATION RECOVERY (1970)
 AW6969
 AW6969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AW6969'THE STATION UNDER GROUND MARK, REFERENCE MARK NO. 1 AND
 AW6969'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  THE SURFACE
 AW6969'STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND TO BE DESTROYED.
 AW6969'THE UNDER GROUND STATION MARK WAS LOWERED IN ITS PRECISE
 AW6969'ORIGINAL POSITION AND A SURFACE MARK WAS RE-MARKED DIRECTLY
 AW6969'OVER THE SUB-MARK.  ONE NEW REFERENCE MARK WAS SET.  A COMPLETE
 AW6969'DESCRIPTION IS AS FOLLOWS--
 AW6969'
 AW6969'THE STATION IS ABOUT 3.5 MILES SOUTH OF RICHMOND, 2.5 MILES
 AW6969'SOUTHEAST OF ROSENBERG, ALONG THE SOUTH RIGHT-OF-WAY OF
 AW6969'FM HIGHWAY 2218, AT THE LANE AIRPARK AVIATION INC. AIRPORT.
 AW6969'
 AW6969'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 36 AND
 AW6969'U.S. HIGHWAY 59 IN ROSENBERG, GO SOUTH ON STATE HIGHWAY
 AW6969'36 FOR 4.8 MILES TO FM HIGHWAY 2218, TURN LEFT, NORTHEAST,
 AW6969'GO 3.25 MILES ALONG FM HIGHWAY 2218 TO AIRPORT AND STATION
 AW6969'ON THE RIGHT.  CONTINUE ON THE HIGHWAY 0.5 MILE TO AZIMUTH
 AW6969'MARK ON THE RIGHT.
 AW6969'
 AW6969'STATION MARKS ARE STANDARD DISKS, STAMPED LANE 1952 1970.
 AW6969'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 AW6969'WITH THE SURFACE OF GROUND.  IT IS 48 FEET SOUTHEAST OF
 AW6969'THE HIGHWAY CENTER LINE, 127 FEET SOUTHWEST OF THE CENTER
 AW6969'LINE OF ENTRANCE TO AIRPORT, 29 FEET NORTH-NORTHWEST OF
 AW6969'THE NORTH CORNER OF A HANGAR, 2 FEET NORTHWEST OF THE
 AW6969'RIGHT-OF-WAY FENCE AND 2.5 FEET NORTH OF A METAL WITNESS POST.
 AW6969'THE SUB-MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 AW6969'BELOW GROUND.
 AW6969'
 AW6969'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED LANE NO
 AW6969'1 1952 IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 AW6969'SURFACE OF GROUND.  IT IS 94 FEET SOUTHWEST OF THE CENTER
 AW6969'OF ROAD ENTRANCE TO AIRPORT, 46 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AW6969'FENCE, 35 FEET NORTHEAST OF THE NORTH CORNER OF HANGAR, AND
 AW6969'22 FEET WEST OF THE WEST CORNER OF A HANGAR.
 AW6969'
 AW6969'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED LANE 1952
 AW6969'NO 3 1970 IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 AW6969'SURFACE OF GROUND.  IT IS 49 FEET SOUTHEAST OF THE HIGHWAY
 AW6969'CENTER LINE, 76 FEET SOUTHWEST OF THE ROAD ENTRANCE TO AIRPORT,
 AW6969'AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 AW6969'
 AW6969'AZIMUTH MARK, A STANDARD DISK, STAMPED LANE 1952, IS SET
 AW6969'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES
 AW6969'ABOVE GROUND.  IT IS 72 FEET SOUTHEAST OF THE HIGHWAY CENTER
 AW6969'LINE, 24 FEET NORTHEAST OF THE CENTER OF BRYAN ROAD, AND
 AW6969'1 FOOT EAST OF A METAL WITNESS POST.
 AW6969'
 AW6969'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 AW6969'SOUTHEAST OF ROSENBERG.
 AW6969
 AW6969                          STATION RECOVERY (1983)
 AW6969
 AW6969'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AW6969'STATION FOUND IN GOOD CONDITION.
 AW6969'
 AW6969'AZIMUTH MARK NOT VISIBLE FROM STATION.
 AW6969'
 AW6969'AZIMUTH MARK FOUND IN GOOD CONDITION.
 AW6969
 AW6969                          STATION RECOVERY (1993)
 AW6969
 AW6969'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6969'RECOVERED IN GOOD CONDITION.
 AW6969
 AW6969                          STATION RECOVERY (1999)
 AW6969
 AW6969'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0835 ***********************************************************************
 EN0835  DESIGNATION -  LANE
 EN0835  PID         -  EN0835
 EN0835  STATE/COUNTY-  TX/FLOYD
 EN0835  USGS QUAD   -  STERLEY (1966)
 EN0835
 EN0835                         *CURRENT SURVEY CONTROL
 EN0835  ___________________________________________________________________
 EN0835* NAD 83(1993)-  34 13 24.54053(N)    101 22 48.78580(W)     ADJUSTED  
 EN0835* NAVD 88     -       991.     (meters)    3251.     (feet)  SCALED    
 EN0835  ___________________________________________________________________
 EN0835  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 EN0835  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EN0835
 EN0835  HORZ ORDER  -  SECOND
 EN0835
 EN0835.The horizontal coordinates were established by classical geodetic methods
 EN0835.and adjusted by the National Geodetic Survey in February 1996..
 EN0835
 EN0835.The orthometric height was scaled from a topographic map.
 EN0835
 EN0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0835
 EN0835.The geoid height was determined by GEOID03.
 EN0835
 EN0835;                    North         East     Units Scale Factor Converg.
 EN0835;SPC TXNC     - 2,287,185.944   334,622.061   MT  1.00008176   -1 34 15.1
 EN0835;SPC TXNC     - 7,503,875.88  1,097,839.21   sFT  1.00008176   -1 34 15.1
 EN0835;SPC TX N     - 1,024,800.644   211,038.334   MT  1.00012614   +0 04 09.9
 EN0835;SPC TX N     - 3,362,200.11    692,381.60   sFT  1.00012614   +0 04 09.9
 EN0835;UTM  14      - 3,789,498.096   280,745.954   MT  1.00019261   -1 20 21.2
 EN0835
 EN0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0835!SPC TXNC     -   0.99984864  x   1.00008176  =   0.99993038
 EN0835!SPC TX N     -   0.99984864  x   1.00012614  =   0.99997476
 EN0835!UTM  14      -   0.99984864  x   1.00019261  =   1.00004122
 EN0835
 EN0835|---------------------------------------------------------------------|
 EN0835| PID    Reference Object                     Distance      Geod. Az  |
 EN0835|                                                           dddmmss.s |
 EN0835| CJ7673 LANE RM 1                            26.454 METERS 04749     |
 EN0835| EN0830 SOUTH PLAINS MUNICIPAL TANK         APPROX. 6.5 KM 0871202.1 |
 EN0835| EN0829 SOUTH PLAINS COOP ELEVATOR          APPROX. 6.6 KM 0900437.1 |
 EN0835| CJ7672 LANE AZ MK                                         1824825.9 |
 EN0835| EN0834 LOCKNEY MUNICIPAL TANK              APPROX.12.3 KM 2064225.2 |
 EN0835| EN0836 LOCKNEY ATT MICRO RELAY MST         APPROX. 6.5 KM 2285439.2 |
 EN0835| CJ7674 LANE RM 2                            20.351 METERS 30433     |
 EN0835|---------------------------------------------------------------------|
 EN0835
 EN0835                          SUPERSEDED SURVEY CONTROL
 EN0835
 EN0835  NAD 83(1993)-  34 13 24.54254(N)    101 22 48.78260(W) AD(       ) 2
 EN0835  NAD 83(1986)-  34 13 24.54656(N)    101 22 48.78033(W) AD(       ) 2
 EN0835  NAD 27      -  34 13 24.29138(N)    101 22 47.19731(W) AD(       ) 2
 EN0835
 EN0835.Superseded values are not recommended for survey control.
 EN0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0835.See file dsdata.txt to determine how the superseded data were derived.
 EN0835
 EN0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8074689498(NAD 83)
 EN0835_MARKER: DS = TRIANGULATION STATION DISK
 EN0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0835
 EN0835  HISTORY     - Date     Condition        Report By
 EN0835  HISTORY     - 1964     MONUMENTED       CGS
 EN0835  HISTORY     - 1971     GOOD             USAF
 EN0835
 EN0835                          STATION DESCRIPTION
 EN0835
 EN0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0835'THE STATION IS ABOUT 8 MILES NORTH-NORTHEAST OF LOCKNEY, 16 MILES
 EN0835'NORTH OF FLOYDADA, 1-1/2 MILES NORTHEAST OF STERLEY, ON LAND OWNED
 EN0835'BY BOB LANE.
 EN0835'
 EN0835'TO REACH THE STATION FROM THE POST OFFICE IN STERLEY, GO NORTH ON A
 EN0835'PAVED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 EN0835'GRADED ROAD FOR 1.0 MILE TO A T-JUNCTION AND THE AZIMUTH MARK.
 EN0835'TURN LEFT AND GO NORTH ON A GRADED ROAD TO BOB LANES RANCH HOUSE
 EN0835'AND THE STATION ON THE RIGHT.
 EN0835'
 EN0835'THE STATION MARK IS A STANDARD DISK, STAMPED LANE 1964, SET IN THE
 EN0835'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 EN0835'106.4 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 EN0835'117.0 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND
 EN0835'62.2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CORRAL.
 EN0835'
 EN0835'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LANE NO 1 1964, SET IN
 EN0835'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 EN0835'5.3 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE CORRAL,
 EN0835'175.2 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND
 EN0835'AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0835'
 EN0835'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LANE NO 2 1964, SET IN
 EN0835'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0835'IS 55.9 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 EN0835'11.8 FEET EAST-NORTHEAST OF A 10-INCH TREE AND AT ABOUT THE SAME
 EN0835'ELEVATION AS THE STATION.
 EN0835'
 EN0835'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LANE 1964, SET IN THE
 EN0835'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 2.2
 EN0835'FEET EAST OF A GUY POLE, 2.2 FEET WEST OF A WITNESS POST, 26.5 FEET
 EN0835'EAST OF THE CENTERLINE OF A NORTH-SOUTH GRADED ROAD AND 24.0 FEET
 EN0835'SOUTH OF THE CENTERLINE OF A FIELD ROAD.
 EN0835'
 EN0835'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EN0835
 EN0835                          STATION RECOVERY (1971)
 EN0835
 EN0835'RECOVERY NOTE BY US AIR FORCE 1971
 EN0835'STATION, RM 1, RM 2, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 EN0835'1964 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0720 ***********************************************************************
 BN0720  DESIGNATION -  LANGE ET
 BN0720  PID         -  BN0720
 BN0720  STATE/COUNTY-  TX/MASON
 BN0720  USGS QUAD   -  SPICE ROCK (1979)
 BN0720
 BN0720                         *CURRENT SURVEY CONTROL
 BN0720  ___________________________________________________________________
 BN0720* NAD 83(1993)-  30 52 40.22758(N)    099 14 19.15532(W)     ADJUSTED  
 BN0720* NAVD 88     -       593.9    (meters)    1948.     (feet)  VERTCON   
 BN0720  ___________________________________________________________________
 BN0720  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BN0720  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BN0720
 BN0720  HORZ ORDER  -  THIRD
 BN0720
 BN0720.The horizontal coordinates were established by classical geodetic methods
 BN0720.and adjusted by the National Geodetic Survey in February 1996..
 BN0720
 BN0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0720
 BN0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0720
 BN0720.The geoid height was determined by GEOID03.
 BN0720
 BN0720;                    North         East     Units Scale Factor Converg.
 BN0720;SPC TX C     - 3,134,779.601   804,665.726   MT  0.99988406   +0 33 49.8
 BN0720;SPC TX C     -10,284,689.41  2,639,974.14   sFT  0.99988406   +0 33 49.8
 BN0720;UTM  14      - 3,416,088.159   477,187.595   MT  0.99960642   -0 07 20.9
 BN0720
 BN0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0720!SPC TX C     -   0.99991034  x   0.99988406  =   0.99979441
 BN0720!UTM  14      -   0.99991034  x   0.99960642  =   0.99951679
 BN0720
 BN0720:                Primary Azimuth Mark                     Grid Az
 BN0720:SPC TX C     -  SADDLE ET                                188 21 09.3
 BN0720:UTM  14      -  SADDLE ET                                189 02 20.0
 BN0720
 BN0720|---------------------------------------------------------------------|
 BN0720| PID    Reference Object                     Distance      Geod. Az  |
 BN0720|                                                           dddmmss.s |
 BN0720| BN0717 SADDLE ET                           APPROX. 2.9 KM 1885459.1 |
 BN0720|---------------------------------------------------------------------|
 BN0720
 BN0720                          SUPERSEDED SURVEY CONTROL
 BN0720
 BN0720  NAD 83(1986)-  30 52 40.23677(N)    099 14 19.13989(W) AD(       ) 3
 BN0720  NAD 27      -  30 52 39.61048(N)    099 14 17.94069(W) AD(       ) 3
 BN0720  NGVD 29 (07/19/86)  593.8    (m)         1948.     (f) VERT ANG       
 BN0720
 BN0720.Superseded values are not recommended for survey control.
 BN0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0720.See file dsdata.txt to determine how the superseded data were derived.
 BN0720
 BN0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7718816088(NAD 83)
 BN0720_MARKER: DD = SURVEY DISK
 BN0720_SETTING: 66 = SET IN ROCK OUTCROP
 BN0720_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 BN0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0720+STABILITY: POSITION/ELEVATION WELL
 BN0720
 BN0720  HISTORY     - Date     Condition        Report By
 BN0720  HISTORY     - 1962     MONUMENTED       USGS
 BN0720
 BN0720                          STATION DESCRIPTION
 BN0720
 BN0720'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BN0720'LOCATED ABOUT 9.0 MI. (AIRLINE) N. OF MASON, TEXAS, AND 2.5 MI.
 BN0720'(AIRLINE) S. OF KATEMCY, TEXAS, ON E. SIDE OF OLD KATEMCY-MASON
 BN0720'ROAD, ON ROCK LEDGE NEAR TOP AT SW. END OF HILL.
 BN0720'
 BN0720'TO REACH STATION FROM COURTHOUSE AT MASON, TEXAS, DRIVE N. ALONG RANCH
 BN0720'ROAD 386 3.0 MI. TO DIRT RD. LEADING N., TURN N. AND GO 6.6 MI. TO
 BN0720'FOOT OF HILL IN E. SIDE OF RD., END OF TRUCK TRAVEL, PACK E. UP STEEP
 BN0720'SIDE OF ROCK LEDGE BETWEEN SEVERAL OAK TREES AND STATION.
 BN0720'
 BN0720'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN THE ROCK
 BN0720'LEDGE, STAMPED ---LANGE-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0640 ***********************************************************************
 EO0640  DESIGNATION -  LANGER
 EO0640  PID         -  EO0640
 EO0640  STATE/COUNTY-  TX/PARMER
 EO0640  USGS QUAD   -  LARIAT NE (1963)
 EO0640
 EO0640                         *CURRENT SURVEY CONTROL
 EO0640  ___________________________________________________________________
 EO0640* NAD 83(1993)-  34 27 07.52510(N)    102 50 21.77313(W)     ADJUSTED  
 EO0640* NAVD 88     -      1250.5    (meters)    4103.     (feet)  VERTCON   
 EO0640  ___________________________________________________________________
 EO0640  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 EO0640  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 EO0640
 EO0640  HORZ ORDER  -  FIRST
 EO0640
 EO0640.The horizontal coordinates were established by classical geodetic methods
 EO0640.and adjusted by the National Geodetic Survey in February 1996..
 EO0640
 EO0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0640
 EO0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0640
 EO0640.The geoid height was determined by GEOID03.
 EO0640
 EO0640;                    North         East     Units Scale Factor Converg.
 EO0640;SPC TX N     - 1,050,988.935    76,918.304   MT  1.00005175   -0 46 34.4
 EO0640;SPC TX N     - 3,448,119.53    252,356.14   sFT  1.00005175   -0 46 34.4
 EO0640;UTM  13      - 3,814,402.425   698,482.271   MT  1.00008561   +1 13 21.7
 EO0640
 EO0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0640!SPC TX N     -   0.99980758  x   1.00005175  =   0.99985932
 EO0640!UTM  13      -   0.99980758  x   1.00008561  =   0.99989317
 EO0640
 EO0640:                Primary Azimuth Mark                     Grid Az
 EO0640:SPC TX N     -  LANGER AZ MK                             093 33 51.2
 EO0640:UTM  13      -  LANGER AZ MK                             091 33 55.1
 EO0640
 EO0640|---------------------------------------------------------------------|
 EO0640| PID    Reference Object                     Distance      Geod. Az  |
 EO0640|                                                           dddmmss.s |
 EO0640| CJ7675 LANGER AZ MK                                       0924716.8 |
 EO0640| CJ7676 LANGER RM 1                          46.269 METERS 14518     |
 EO0640| CJ7677 LANGER RM 2                          67.754 METERS 23414     |
 EO0640|---------------------------------------------------------------------|
 EO0640
 EO0640                          SUPERSEDED SURVEY CONTROL
 EO0640
 EO0640  NAD 83(1993)-  34 27 07.52722(N)    102 50 21.77144(W) AD(       ) 1
 EO0640  NAD 83(1986)-  34 27 07.53445(N)    102 50 21.76412(W) AD(       ) 1
 EO0640  NAD 27      -  34 27 07.27800(N)    102 50 19.97300(W) AD(       ) 1
 EO0640  NGVD 29 (07/19/86) 1249.9    (m)         4101.     (f) VERT ANG       
 EO0640
 EO0640.Superseded values are not recommended for survey control.
 EO0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0640.See file dsdata.txt to determine how the superseded data were derived.
 EO0640
 EO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU9848214402(NAD 83)
 EO0640_MARKER: DS = TRIANGULATION STATION DISK
 EO0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0640
 EO0640  HISTORY     - Date     Condition        Report By
 EO0640  HISTORY     - 1934     MONUMENTED       CGS
 EO0640  HISTORY     - 1956     GOOD             USGS
 EO0640  HISTORY     - 1957     GOOD             CGS
 EO0640  HISTORY     - 1958     GOOD             CGS
 EO0640  HISTORY     - 1962     MARK NOT FOUND   CGS
 EO0640  HISTORY     - 1963     MARK NOT FOUND   USGS
 EO0640
 EO0640                          STATION DESCRIPTION
 EO0640
 EO0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0640'STATION IS ABOUT 5 MILES SE OF BOVINA, IN THE SE 1/4 OF SEC.
 EO0640'1, T 10 S, R 2 E, ON PASTURE-LAND OWNED BY THE LANGER ESTATE.
 EO0640'IT IS ON A LOW HILL WHICH IS THE HIGHEST IN THE VICINITY AND
 EO0640'128 FEET N OF AN E-W FENCE LINE AND 98 FEET W OF A N-S FENCE
 EO0640'LINE.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 EO0640'
 EO0640'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0640'BRONZE DISKS SET IN CONCRETE.
 EO0640'
 EO0640'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 1 FOOT N OF THE
 EO0640'FENCE LINE AND 12 FEET W OF THE FENCE CORNER POST.  THE MARK
 EO0640'PROJECTS 10 INCHES.
 EO0640'
 EO0640'REFERENCE MARK NO. 2 IS SW OF THE STATION AND 1 FOOT N OF THE
 EO0640'FENCE LINE.  THE MARK PROJECTS 8 INCHES.
 EO0640'
 EO0640'AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, 1/2 FOOT
 EO0640'W OF A N-S FENCE LINE, 5 FEET N OF A CORNER POST, AND 24 FEET
 EO0640'W OF THE CENTER OF THE N-S ROAD.  THE MARK PROJECTS 10 INCHES.
 EO0640'
 EO0640'STATION IS REACHED FROM BOVINA BY GOING S FROM U.S. HIGHWAY 60,
 EO0640'IN THE W PART OF TOWN, 3.7 MILES ON A GRADED ROAD.  TURN
 EO0640'E AND GO 1.7 MILES.  TURN S INTO A LANE AND GO 0.1 MILE.
 EO0640'THEN GO SE ABOUT 100 YARDS TO AN OLD FARMHOUSE.  PASS THROUGH
 EO0640'A GATE SE OF THE HOUSE AND GO S ACROSS THE PASTURE 0.4 MILE
 EO0640'TO A FENCE CORNER.  THEN GO SOUTHEASTERLY 0.7 MILE TO THE TOP
 EO0640'OF THE HILL AND THE STATION.
 EO0640'
 EO0640'A 35-FOOT TOWER WAS ERECTED.
 EO0640
 EO0640                          STATION RECOVERY (1956)
 EO0640
 EO0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EO0640'ALL MARKS RECOVERED IN GOOD CONDITION.  TO REACH THE STATION
 EO0640'FROM BOVINA, GO S FROM THE SCHOOL FOR 3.5 MI. ALONG FARM
 EO0640'ROAD 1731 TO A GRADED ROAD E, THENCE E FOR 3.0 MI. TO A
 EO0640'CROSSROAD, THENCE S FOR 1.1 MI. TO A PRIVATE LANE W JUST N
 EO0640'OF A FARMHOUSE (THE AZIMUTH MARK IS 15 FT. N AND 24 FT. W OF
 EO0640'THIS JUNCTION), THENCE W ALONG THE LANE FOR ABOUT 0.4 MI. TO A
 EO0640'WIRE GATE IN AN E-W FENCE BETWEEN TWO CULTIVATED FIELDS.
 EO0640'
 EO0640'REFERENCE MARK 1 IS IN THE FENCE LINE, ABOUT THE MIDDLE OF THE
 EO0640'GATE, AND PROTRUDING 2 IN.
 EO0640'
 EO0640'REFERENCE MARK 2 IS 266.9 FT. W OF REFERENCE MARK 1, IN A
 EO0640'FENCE LINE, AND PROTRUDING 2 IN.
 EO0640'
 EO0640'DISTANCES TO THE UNDERGROUND STATION CHECKED O.K.
 EO0640
 EO0640                          STATION RECOVERY (1957)
 EO0640
 EO0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GEB)
 EO0640'FROM THE POST OFFICE IN BOVINA, TEXAS GO SOUTH ON FARM ROAD
 EO0640'1731 3.95 MILES TO THE INTERSECTION OF A SECTION LINE ROAD
 EO0640'TO THE LEFT.  TURN LEFT ON A BLADED DIRT ROAD AND GO EAST
 EO0640'3.0 MILES TO A CROSS ROAD.  TURN RIGHT AND GO SOUTH 1.0 MILES
 EO0640'TO FENCE LINE (AZIMUTH MARK IS IN THE END OF THIS FENCE ON
 EO0640'THE WEST SIDE OF THE ROAD).  TURN RIGHT AND GO WEST 0.35
 EO0640'MILES ALONG A TRACK ROAD ON SO. SIDE OF THE FENCE LINE TO
 EO0640'REFERENCE MARKS.  THE REFERENCE MARKS ARE FLUSH WITH THE
 EO0640'GROUND BUT THE LAND OWNER HAS GUYED HIS FENCE TO THEM.
 EO0640
 EO0640                          STATION RECOVERY (1958)
 EO0640
 EO0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 EO0640'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 EO0640'RECOVERED IN GOOD CONDITION.
 EO0640'
 EO0640'TO REACH THE STATION FROM THE SCHOOL AT BOVINA, GO SOUTH
 EO0640'ALONG FARM ROAD 1731 FOR 3.5 MILES TO A GRADED ROAD EAST.
 EO0640'GO EAST ALONG GRADED ROAD FOR 3.0 MILES TO A CROSSROAD.  THEN
 EO0640'GO SOUTH AT CROSSROAD FOR 1.1 MILE TO A LANE WEST AT THE NORTH
 EO0640'SIDE OF A FARMYARD.  TURN WEST ALONG LANE FOR 0.4 MILE TO A
 EO0640'BREAK IN THE FENCE AND R.M. NO. 1.  REF. MK. NO 2 IS 266.9
 EO0640'FEET WEST ALONG THE FENCE LINE FROM REF. MK. NO. 1.  THE
 EO0640'AZIMUTH MARK IS LOCATED AT THE JUNCTION OF THE LANE AND THE
 EO0640'CROSSROAD SOUTH.
 EO0640
 EO0640                          STATION RECOVERY (1962)
 EO0640
 EO0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 EO0640'THE AZIMUTH MARK, REFERENCE MARKS NUMBERS 1 AND 2 WERE FOUND
 EO0640'TO BE DESTROYED.  THE STATION MARK WAS SEARCHED FOR BUT WAS
 EO0640'NOT FOUND.  THE STATION MARK IS BELIEVED TO BE INTACT BUT
 EO0640'WILL BE DIFFICULT TO FIND AS THE FENCE LINES HAVE BEEN DESTROYED.
 EO0640'A NEW ROAD HAS BEEN BUILT IN THE AREA, ABOUT 200 FEET SOUTH
 EO0640'OF THE STATION AS INDICATED BY LAND OWNER.  A SEARCH WAS MADE
 EO0640'BY AID OF THE LAND OWNER FOR THE STATION BUT WITHOUT RESULTS.
 EO0640'THE REFERENCE MARKS AND AZIMUTH MARK MONUMENTS WERE RECOVERED
 EO0640'AT A LAKE BED.  THE DISKS WERE SALVAGED.
 EO0640'
 EO0640'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS NOW OBOSLETE.
 EO0640'A NEW TO REACH FOLLOWS--TO REACH FROM THE JUNCTION OF STATE
 EO0640'ROUTE 86 AND FARM ROAD 1731 IN BOVINA, GO SOUTHWEST ON FARM
 EO0640'ROAD 1731 FOR 3.3 MILES TO A CROSSROAD.  TURN LEFT, EAST,
 EO0640'FOR 1.0 MILE TO A CROSSROAD, AT A U.S. GEOLOGICAL BENCH MARK
 EO0640'TT 37 JCH 1956, IN THE NORTHWEST ANGLE OF THE CROSSROAD.  TURN
 EO0640'RIGHT, SOUTH, GO 1.0 MILE TO A CROSSROAD.  TURN RIGHT, GO
 EO0640'APPROXIMATELY 0.35 MILE TO STATION ON THE RIGHT.
 EO0640
 EO0640                          STATION RECOVERY (1963)
 EO0640
 EO0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EO0640'STATION WAS NOT RECOVERED.  AREA IS NOW A PLOWED FIELD.  THE
 EO0640'FENCE HAS BEEN REMOVED AND 5 ROAD OVER THE OLD FENCE LOCATION.
 EO0640'NO R.M. FOUND.  AZ. MK. DESTROYED.  NO REMAINING FEATURES
 EO0640'TO CHECK UNDERGROUND MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2724 ***********************************************************************
 BY2724  DESIGNATION -  LANGSTON
 BY2724  PID         -  BY2724
 BY2724  STATE/COUNTY-  TX/ANDERSON
 BY2724  USGS QUAD   -  SLOCUM (1982)
 BY2724
 BY2724                         *CURRENT SURVEY CONTROL
 BY2724  ___________________________________________________________________
 BY2724* NAD 83(1993)-  31 43 34.11349(N)    095 27 20.05082(W)     ADJUSTED  
 BY2724* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 BY2724  ___________________________________________________________________
 BY2724  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 BY2724  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BY2724
 BY2724  HORZ ORDER  -  SECOND
 BY2724
 BY2724.The horizontal coordinates were established by classical geodetic methods
 BY2724.and adjusted by the National Geodetic Survey in February 1996..
 BY2724
 BY2724.The orthometric height was scaled from a topographic map.
 BY2724
 BY2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2724
 BY2724.The geoid height was determined by GEOID03.
 BY2724
 BY2724;                    North         East     Units Scale Factor Converg.
 BY2724;SPC TX C     - 3,238,443.940 1,162,114.023   MT  0.99996155   +2 30 44.4
 BY2724;SPC TX C     -10,624,794.83  3,812,702.42   sFT  0.99996155   +2 30 44.4
 BY2724;UTM  15      - 3,512,704.074   267,339.503   MT  1.00026766   -1 17 30.7
 BY2724
 BY2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2724!SPC TX C     -   0.99997340  x   0.99996155  =   0.99993495
 BY2724!UTM  15      -   0.99997340  x   1.00026766  =   1.00024105
 BY2724
 BY2724|---------------------------------------------------------------------|
 BY2724| PID    Reference Object                     Distance      Geod. Az  |
 BY2724|                                                           dddmmss.s |
 BY2724| CV7858 LANGSTON RM 1                        22.310 METERS 05807     |
 BY2724| CV7857 LANGSTON AZ MK                                     1974542.6 |
 BY2724| CV7859 LANGSTON RM 2                        18.960 METERS 24313     |
 BY2724|---------------------------------------------------------------------|
 BY2724
 BY2724                          SUPERSEDED SURVEY CONTROL
 BY2724
 BY2724  NAD 83(1986)-  31 43 34.12398(N)    095 27 20.03584(W) AD(       ) 2
 BY2724  NAD 27      -  31 43 33.50000(N)    095 27 19.21200(W) AD(       ) 2
 BY2724
 BY2724.Superseded values are not recommended for survey control.
 BY2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2724.See file dsdata.txt to determine how the superseded data were derived.
 BY2724
 BY2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR6734012704(NAD 83)
 BY2724_MARKER: DS = TRIANGULATION STATION DISK
 BY2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2724
 BY2724  HISTORY     - Date     Condition        Report By
 BY2724  HISTORY     - 1942     MONUMENTED       CGS
 BY2724
 BY2724                          STATION DESCRIPTION
 BY2724
 BY2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2724'STATION IS ABOUT 12 MILES SW OF PALESTINE, AT THE N EDGE OF
 BY2724'A CULTIVATED FIELD, NEAR A VACANT HOUSE, ON LAND OWNED BY
 BY2724'S.A. LANGSTON.  IT IS 157 FEET SW OF THE W GABLE OF THE HOUSE,
 BY2724'16 FEET S OF A 12-INCH OAK TREE, 12 FEET S OF AN E-W FENCE
 BY2724'LINE AND 4.6 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED
 BY2724'LANGSTON 1942.
 BY2724'
 BY2724'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2724'BRONZE DISKS SET IN CONCRETE.
 BY2724'
 BY2724'REFERENCE MARK NO. 1 IS NE OF THE STATION, 3 FEET S OF THE
 BY2724'FENCE LINE.  IT IS STAMPED LANGSTON NO. 1, 1942.
 BY2724'
 BY2724'REFERENCE MARK NO. 2 IS SW OF THE STATION, 9 FEET S OF THE
 BY2724'E-W FENCE LINE.  IT IS STAMPED LANGSTON NO. 2, 1942.
 BY2724'
 BY2724'THE AZIMUTH MARK IS S OF THE STATION, 100 YARDS W OF AN UNPAINTED
 BY2724'HOUSE, 16 FEET E OF THE CENTER LINE OF A N-S DIRT ROAD, 7 FEET
 BY2724'E OF A FENCE CORNER, 3 FEET W OF A WHITE REFERENCE POST
 BY2724'AND 1 FOOT N OF A FENCE.  IT IS STAMPED LANGSTON 1942.
 BY2724'
 BY2724'ALL MARKS PROJECT ABOUT 6 INCHES.
 BY2724'
 BY2724'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84
 BY2724'AND 287 AT THE SE EDGE OF PALESTINE, GO E ON U.S. HIGHWAY 84
 BY2724'FOR 10.85 MILES TO A T-ROAD RIGHT AT A CEMETERY, TURN RIGHT
 BY2724'AND GO 0.4 MILE TO A FORKS, TAKE RIGHT FORK AND GO ABOUT 100
 BY2724'YARDS TO A RAILROAD CROSSING, TURN RIGHT AFTER CROSSING
 BY2724'RAILROAD AND GO 0.65 MILE TO A FORKS, TAKE RIGHT FORK AND GO
 BY2724'1.8 MILES TO A FARM LANE LEFT, TURN LEFT AND FOLLOW FARM LANE
 BY2724'0.25 MILE TO A VACANT HOUSE, CONTINUE PAST HOUSE THROUGH GATE
 BY2724'FOR ABOUT 50 YARDS TO A DIM FORK LEFT, TAKE LEFT FORK AND GO
 BY2724'0.15 MILE TO ANOTHER VACANT HOUSE.  STATION IS 157 FEET SW
 BY2724'OF THE HOUSE.
 BY2724'
 BY2724'*FROM THIS POINT CONTINUE STRAIGHT AHEAD FOR ABOUT 0.2 MILE TO AN
 BY2724'UNPAINTED HOUSE ON THE LEFT AND AZIMUTH MARK.
 BY2724'
 BY2724'A 90-FOOT SIGNAL AT CAMP IS VISIBLE AT 64 FEET.
 BY2724'
 BY2724'A 64-FOOT SIGNAL AT DAVENPORT IS VISIBLE AT 64 FEET.
 BY2724'
 BY2724'A 4-FOOT SIGNAL AT SOUTHERN IS VISIBLE AT 50 FEET.
 BY2724'
 BY2724'A 90-FOOT SIGNAL AT BOLDEN IS VISIBLE AT 77 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5755 ***********************************************************************
 AW5755  DESIGNATION -  LANO
 AW5755  PID         -  AW5755
 AW5755  STATE/COUNTY-  TX/GALVESTON
 AW5755  USGS QUAD   -  HIGH ISLAND (1994)
 AW5755
 AW5755                         *CURRENT SURVEY CONTROL
 AW5755  ___________________________________________________________________
 AW5755* NAD 83(1993)-  29 33 13.03953(N)    094 22 40.52041(W)     ADJUSTED  
 AW5755* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 AW5755  ___________________________________________________________________
 AW5755  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW5755  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW5755
 AW5755  HORZ ORDER  -  SECOND
 AW5755
 AW5755.The horizontal coordinates were established by classical geodetic methods
 AW5755.and adjusted by the National Geodetic Survey in February 1996..
 AW5755
 AW5755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5755
 AW5755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5755
 AW5755.The geoid height was determined by GEOID03.
 AW5755
 AW5755;                    North         East     Units Scale Factor Converg.
 AW5755;SPC TXSC     - 4,199,503.306 1,047,774.802   MT  0.99987050   +2 15 51.9
 AW5755;SPC TXSC     -13,777,870.43  3,437,574.50   sFT  0.99987050   +2 15 51.9
 AW5755;UTM  15      - 3,270,116.593   366,505.196   MT  0.99981989   -0 40 47.1
 AW5755
 AW5755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5755!SPC TXSC     -   1.00000408  x   0.99987050  =   0.99987457
 AW5755!UTM  15      -   1.00000408  x   0.99981989  =   0.99982396
 AW5755
 AW5755|---------------------------------------------------------------------|
 AW5755| PID    Reference Object                     Distance      Geod. Az  |
 AW5755|                                                           dddmmss.s |
 AW5755| CV9973 LANO RM 1                            18.184 METERS 11733     |
 AW5755| CV9974 LANO RM 2                            19.309 METERS 20317     |
 AW5755| AW5759 HIGH IS PAN AM PETROL CO MAST       APPROX. 1.7 KM 2895708.8 |
 AW5755| AW5757 HIGH IS ST MATHEWS METH CHURCH      APPROX. 1.9 KM 3113811.7 |
 AW5755| AW2501 HIGHLAND 2                          APPROX. 1.4 KM 3261526.4 |
 AW5755|---------------------------------------------------------------------|
 AW5755
 AW5755                          SUPERSEDED SURVEY CONTROL
 AW5755
 AW5755  NAD 83(1993)-  29 33 13.04053(N)    094 22 40.51994(W) AD(       ) 2
 AW5755  NAD 83(1986)-  29 33 13.05981(N)    094 22 40.50035(W) AD(       ) 2
 AW5755  NAD 27      -  29 33 12.23350(N)    094 22 39.81500(W) AD(       ) 2
 AW5755  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AW5755
 AW5755.Superseded values are not recommended for survey control.
 AW5755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5755.See file dsdata.txt to determine how the superseded data were derived.
 AW5755
 AW5755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6650570117(NAD 83)
 AW5755_MARKER: DS = TRIANGULATION STATION DISK
 AW5755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5755+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 AW5755
 AW5755  HISTORY     - Date     Condition        Report By
 AW5755  HISTORY     - 1963     MONUMENTED       CGS
 AW5755  HISTORY     - 1977     GOOD             NGS
 AW5755  HISTORY     - 19940903 GOOD             USPSQD
 AW5755  HISTORY     - 19950822 GOOD             USPSQD
 AW5755  HISTORY     - 20010411 GOOD             USPSQD
 AW5755  HISTORY     - 20020724 GOOD             USPSQD
 AW5755  HISTORY     - 20031104 GOOD             USPSQD
 AW5755  HISTORY     - 20050309 GOOD             USPSQD
 AW5755
 AW5755                          STATION DESCRIPTION
 AW5755
 AW5755'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5755'THE STATION IS LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF HIGH
 AW5755'ISLAND, 0.65 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 AW5755'124 AND 87.
 AW5755'
 AW5755'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 124 AND
 AW5755'87.  ABOUT 1 MILE SOUTH OF HIGH ISLAND, GO NORTHEAST ON STATE
 AW5755'HIGHWAY 87 FOR 0.65 MILE TO A FENCE CORNER ON THE LEFT AND
 AW5755'STATION AS DESCRIBED.
 AW5755'
 AW5755'THE STATION IS A STANDARD DISK STAMPED LANO 1963, SET IN A
 AW5755'10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES
 AW5755'FROM THE GROUND SURFACE.  IT IS 4.0 FEET WEST OF A NORTH SOUTH
 AW5755'FENCE LINE.  106.0 FEET NORTH OF CENTER OF STATE HIGHWAY 87.
 AW5755'2.8 FEET SOUTH OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS
 AW5755'POST AND SIGN.  44.8 FEET NORTH OF A FENCE CORNER.
 AW5755'
 AW5755'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED LANO NO 1 1963,
 AW5755'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AW5755'3 INCHES FROM THE GROUND SURFACE.  IT IS 59.5 FEET NORTH
 AW5755'OF THE CENTER OF STATE HIGHWAY 87.  31.7 FEET NORTH OF A FENCE
 AW5755'CORNER.  63.6 FEET EAST OF A 3 INCH DIAMETER CREOSOTE WOOD
 AW5755'WITNESS POST AND SIGN.  1.0 FEET SOUTH OF A EAST WEST FENCE
 AW5755'LINE.
 AW5755'
 AW5755'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED LANO NO 2 1963,
 AW5755'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 4
 AW5755'INCHES FROM THE GROUND SURFACE.  IT IS 59.5 FEET NORTH OF STATE
 AW5755'HIGHWAY 87.  52.5 FEET EAST OF A FENCE CORNER.  54.0 FEET
 AW5755'SOUTH OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 AW5755'
 AW5755'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
 AW5755
 AW5755                          STATION RECOVERY (1977)
 AW5755
 AW5755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW5755'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 AW5755'GOOD CONDITION STATION HIGHLAND 2 (USE) 1872 WAS USED FOR THE AZIMUTH
 AW5755'MARK, WAS ALSO RECOVERED IN GOOD CONDITION.  THE 1963 DESCRIPTION IS
 AW5755'ADEQUATE.
 AW5755'
 AW5755'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE SSE OF
 AW5755'HIGH ISLAND.
 AW5755
 AW5755                          STATION RECOVERY (1994)
 AW5755
 AW5755'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5755'RECOVERED IN GOOD CONDITION.
 AW5755
 AW5755                          STATION RECOVERY (1995)
 AW5755
 AW5755'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5755'RECOVERED IN GOOD CONDITION.
 AW5755
 AW5755                          STATION RECOVERY (2001)
 AW5755
 AW5755'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW5755'RECOVERED IN GOOD CONDITION.
 AW5755
 AW5755                          STATION RECOVERY (2002)
 AW5755
 AW5755'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5755'RECOVERED IN GOOD CONDITION.
 AW5755
 AW5755                          STATION RECOVERY (2003)
 AW5755
 AW5755'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW5755'RECOVERED IN GOOD CONDITION.
 AW5755
 AW5755                          STATION RECOVERY (2005)
 AW5755
 AW5755'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3200 ***********************************************************************
 CS3200  SACS        -  This is a Secondary Airport Control Station.
 CS3200  DESIGNATION -  LANPORT
 CS3200  PID         -  CS3200
 CS3200  STATE/COUNTY-  TX/DALLAS
 CS3200  USGS QUAD   -  FERRIS (1968)
 CS3200
 CS3200                         *CURRENT SURVEY CONTROL
 CS3200  ___________________________________________________________________
 CS3200* NAD 83(1993)-  32 34 46.80174(N)    096 43 12.86611(W)     ADJUSTED  
 CS3200* NAVD 88     -       149.09   (meters)     489.1    (feet)  GPS OBS   
 CS3200  ___________________________________________________________________
 CS3200  X           -    -629,555.411 (meters)                     COMP
 CS3200  Y           -  -5,342,860.338 (meters)                     COMP
 CS3200  Z           -   3,414,837.179 (meters)                     COMP
 CS3200  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 CS3200  ELLIP HEIGHT-         122.80  (meters)          (06/21/01) GPS OBS
 CS3200  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CS3200
 CS3200  HORZ ORDER  -  FIRST
 CS3200  ELLP ORDER  -  FIFTH     CLASS I
 CS3200
 CS3200.This mark is at Lancaster (LNC) Airport (LNC)
 CS3200
 CS3200.The horizontal coordinates were established by GPS observations
 CS3200.and adjusted by the National Geodetic Survey in November 1996..
 CS3200
 CS3200.The orthometric height was determined by GPS observations and a
 CS3200.high-resolution geoid model.
 CS3200
 CS3200.GPS derived orthometric heights for airport stations designated as
 CS3200.PACS or SACS are published to 2 decimal places.  This maintains
 CS3200.centimeter relative accuracy between the PACS and SACS.  It does
 CS3200.not indicate centimeter accuracy relative to other marks which are
 CS3200.part of the NAVD 88 network.
 CS3200
 CS3200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3200
 CS3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3200
 CS3200.The ellipsoidal height was determined by GPS observations
 CS3200.and is referenced to NAD 83.
 CS3200
 CS3200.The geoid height was determined by GEOID03.
 CS3200
 CS3200;                    North         East     Units Scale Factor Converg.
 CS3200;SPC TXNC     - 2,102,658.391   767,084.764   MT  0.99990632   +0 58 14.4
 CS3200;SPC TXNC     - 6,898,471.74  2,516,677.26   sFT  0.99990632   +0 58 14.4
 CS3200;UTM  14      - 3,606,983.563   713,993.604   MT  1.00016471   +1 13 41.0
 CS3200
 CS3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3200!SPC TXNC     -   0.99998072  x   0.99990632  =   0.99988704
 CS3200!UTM  14      -   0.99998072  x   1.00016471  =   1.00014543
 CS3200
 CS3200:                Primary Azimuth Mark                     Grid Az
 CS3200:SPC TXNC     -  LANPORT AZ MK                            139 01 30.4
 CS3200:UTM  14      -  LANPORT AZ MK                            138 46 03.8
 CS3200
 CS3200|---------------------------------------------------------------------|
 CS3200| PID    Reference Object                     Distance      Geod. Az  |
 CS3200|                                                           dddmmss.s |
 CS3200| CS3201 LANPORT AZ MK                       APPROX. 0.9 KM 1395944.8 |
 CS3200|---------------------------------------------------------------------|
 CS3200
 CS3200                          SUPERSEDED SURVEY CONTROL
 CS3200
 CS3200  ELLIP H (11/04/96)  122.87   (m)                       GP(       ) 5 1
 CS3200  NAD 83(1993)-  32 34 46.80775(N)    096 43 12.86519(W) AD(       ) 3
 CS3200  ELLIP H (02/16/96)  122.89   (m)                       GP(       ) 5 1
 CS3200  NAD 83(1986)-  32 34 46.81269(N)    096 43 12.85225(W) AD(       ) 3
 CS3200  NAD 27      -  32 34 46.32987(N)    096 43 11.87723(W) AD(       ) 3
 CS3200  NGVD 29 (12/08/88)  149.1    (m)          489.     (f) GPS OBS        
 CS3200
 CS3200.Superseded values are not recommended for survey control.
 CS3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3200.See file dsdata.txt to determine how the superseded data were derived.
 CS3200
 CS3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1399406984(NAD 83)
 CS3200_MARKER: I = METAL ROD
 CS3200_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3200_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3200_STAMPING: LANPORT 1988
 CS3200_MARK LOGO: NGS   
 CS3200_PROJECTION: FLUSH
 CS3200_MAGNETIC: I = MARKER IS A STEEL ROD
 CS3200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3200+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 CS3200_ROD/PIPE-DEPTH: 7.9  meters
 CS3200_SLEEVE-DEPTH  : 0.76 meters
 CS3200
 CS3200  HISTORY     - Date     Condition        Report By
 CS3200  HISTORY     - 1988     MONUMENTED       NGS
 CS3200  HISTORY     - 19950206 GOOD             NGS
 CS3200  HISTORY     - 20030512 GOOD             TX1730
 CS3200
 CS3200                          STATION DESCRIPTION
 CS3200
 CS3200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 CS3200'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST OF WIMMER, AT THE
 CS3200'LANCASTER MUNICIPAL AIRPORT, OWNERSHIP--CITY OF LANCASTER C/O LARRY
 CS3200'MURPHY-MANAGER, P.O. BOX 531, LANCASTER, TX 75146.  TELEPHONE
 CS3200'NUMBER214-227-5721 OR 214-227-2111.
 CS3200'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 CS3200'BELTLINE ROAD EXIT 270.  GO WEST ON BELTLINE ROAD FOR 4.8 KM
 CS3200'(3.00 MI) TO FERRIS ROAD ON THE LEFT.  TURN LEFT FOR 0.7 KM (0.45 MI)
 CS3200'TO THE ENTRANCE TO THE AIRPORT ON THE LEFT.  TURN LEFT FOR 0.2 KM
 CS3200'(0.10 MI) AND GO ALONG THE SOUTH SIDE OF THE SOUTHERN MOST HANGER TO
 CS3200'THE APRON.  TURN RIGHT AND GO ALONG THE TAXIWAY TO THE MID FIELD
 CS3200'CONNECTOR.  TURN LEFT FOR ABOUT 100 M (328.1 FT) TO THE MARK ON
 CS3200'THERIGHT.
 CS3200'THE STATION MARK IS SET 51.6 M (169.3 FT) SOUTHWEST OF THE CENTERLINE
 CS3200'OF THE RUNWAY, 40.0 M (131.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 CS3200'TAXIWAY, 20.7 M (67.9 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 CS3200'MIDFIELD CONNECTOR, AND 0.6 M (2.0 FT) NORTH-NORTHWEST OF A
 CS3200'WITNESSPOST.
 CS3200'ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3200'DESCRIBED BY R.D. BALL.
 CS3200
 CS3200                          STATION RECOVERY (1995)
 CS3200
 CS3200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3200'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST OF WIMMER, AT THE
 CS3200'LANCASTER MUNICIPAL AIRPORT, OWNERSHIP--CITY OF LANCASTER C/O LARRY
 CS3200'MURPHY-MANAGER, P.O.  BOX 551, LANCASTER, TX 75146.  TELEPHONE NUMBER
 CS3200'214-227-5721 OR 214-227-2111.  TO REACH THE STATION FROM THE JUNCTION
 CS3200'OF INTERSTATE HIGHWAY 45 AND BELTLINE ROAD (EXIT 270) , GO WEST ON
 CS3200'BELTLINE ROAD FOR 4.8 KM (3.00 MI) TO FERRIS ROAD ON THE LEFT.  TURN
 CS3200'LEFT FOR 0.7 KM (0.45 MI) TO THE ENTRANCE TO THE AIRPORT ON THE LEFT.
 CS3200'TURN LEFT FOR 0.2 KM (0.10 MI) TO THE APRON.  BEAR RIGHT ACROSS APRON
 CS3200'FOR 0.4 KM (0.25 MI) TO A TAXI.  TURN RIGHT AND GO ALONG THE TAXIWAY
 CS3200'FOR 0.24 KM (0.15 MI) TO THE MID FIELD CONNECTOR.  TURN LEFT FOR ABOUT
 CS3200'100 M (328.1 FT) TO THE MARK ON THE RIGHT.  THE STATION MARK IS SET
 CS3200'51.6 M (169.3 FT) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, 40.0 M
 CS3200'(131.2 FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY, 20.7 M (67.9
 CS3200'FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE MIDFIELD CONNECTOR, AND
 CS3200'0.6 M (2.0 FT) NORTH-NORTHWEST OF A WITNESSPOST.  ACCESS TO DATUM
 CS3200'POINT IS HAD THROUGH A 5-INCH LOGO CAP.  DESCRIBED BY M.L.  BERGMAN,
 CS3200'TYPED BY D.G.  AUG
 CS3200
 CS3200                          STATION RECOVERY (2003)
 CS3200
 CS3200'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS3200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3201 ***********************************************************************
 CS3201  SACS        -  This is a Secondary Airport Control Station.
 CS3201  DESIGNATION -  LANPORT AZ MK
 CS3201  PID         -  CS3201
 CS3201  STATE/COUNTY-  TX/DALLAS
 CS3201  USGS QUAD   -  FERRIS (1968)
 CS3201
 CS3201                         *CURRENT SURVEY CONTROL
 CS3201  ___________________________________________________________________
 CS3201* NAD 83(1993)-  32 34 24.65486(N)    096 42 50.91616(W)     ADJUSTED  
 CS3201* NAVD 88     -       145.25   (meters)     476.5    (feet)  GPS OBS   
 CS3201  ___________________________________________________________________
 CS3201  X           -    -629,029.411 (meters)                     COMP
 CS3201  Y           -  -5,343,288.924 (meters)                     COMP
 CS3201  Z           -   3,414,260.216 (meters)                     COMP
 CS3201  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 CS3201  ELLIP HEIGHT-         118.98  (meters)          (06/21/01) GPS OBS
 CS3201  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CS3201
 CS3201  HORZ ORDER  -  FIRST
 CS3201  ELLP ORDER  -  FIFTH     CLASS I
 CS3201
 CS3201.This mark is at Lancaster (LNC) Airport (LNC)
 CS3201
 CS3201.The horizontal coordinates were established by GPS observations
 CS3201.and adjusted by the National Geodetic Survey in November 1996..
 CS3201
 CS3201.The orthometric height was determined by GPS observations and a
 CS3201.high-resolution geoid model.
 CS3201
 CS3201.GPS derived orthometric heights for airport stations designated as
 CS3201.PACS or SACS are published to 2 decimal places.  This maintains
 CS3201.centimeter relative accuracy between the PACS and SACS.  It does
 CS3201.not indicate centimeter accuracy relative to other marks which are
 CS3201.part of the NAVD 88 network.
 CS3201
 CS3201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3201
 CS3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3201
 CS3201.The ellipsoidal height was determined by GPS observations
 CS3201.and is referenced to NAD 83.
 CS3201
 CS3201.The geoid height was determined by GEOID03.
 CS3201
 CS3201;                    North         East     Units Scale Factor Converg.
 CS3201;SPC TXNC     - 2,101,986.039   767,668.714   MT  0.99990721   +0 58 26.4
 CS3201;SPC TXNC     - 6,896,265.86  2,518,593.11   sFT  0.99990721   +0 58 26.4
 CS3201;UTM  14      - 3,606,313.665   714,580.719   MT  1.00016782   +1 13 52.1
 CS3201
 CS3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3201!SPC TXNC     -   0.99998132  x   0.99990721  =   0.99988853
 CS3201!UTM  14      -   0.99998132  x   1.00016782  =   1.00014914
 CS3201
 CS3201:                Primary Azimuth Mark                     Grid Az
 CS3201:SPC TXNC     -  LANPORT                                  319 01 30.2
 CS3201:UTM  14      -  LANPORT                                  318 46 04.5
 CS3201
 CS3201|---------------------------------------------------------------------|
 CS3201| PID    Reference Object                     Distance      Geod. Az  |
 CS3201|                                                           dddmmss.s |
 CS3201| CS3200 LANPORT                             APPROX. 0.9 KM 3195956.6 |
 CS3201|---------------------------------------------------------------------|
 CS3201
 CS3201                          SUPERSEDED SURVEY CONTROL
 CS3201
 CS3201  ELLIP H (11/04/96)  119.05   (m)                       GP(       ) 5 1
 CS3201  NAD 83(1993)-  32 34 24.66076(N)    096 42 50.91576(W) AD(       ) 3
 CS3201  ELLIP H (02/16/96)  119.08   (m)                       GP(       ) 5 1
 CS3201  NAD 83(1986)-  32 34 24.66569(N)    096 42 50.90281(W) AD(       ) 3
 CS3201  NAD 27      -  32 34 24.18222(N)    096 42 49.92848(W) AD(       ) 3
 CS3201  NGVD 29 (12/08/88)  145.3    (m)          477.     (f) GPS OBS        
 CS3201
 CS3201.Superseded values are not recommended for survey control.
 CS3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3201.See file dsdata.txt to determine how the superseded data were derived.
 CS3201
 CS3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1458106314(NAD 83)
 CS3201_MARKER: I = METAL ROD
 CS3201_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3201_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3201_STAMPING: LANPORT AZ MK 1988
 CS3201_MARK LOGO: NGS   
 CS3201_PROJECTION: FLUSH
 CS3201_MAGNETIC: I = MARKER IS A STEEL ROD
 CS3201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3201+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1995
 CS3201_ROD/PIPE-DEPTH: 9.1  meters
 CS3201_SLEEVE-DEPTH  : 0.76 meters
 CS3201
 CS3201  HISTORY     - Date     Condition        Report By
 CS3201  HISTORY     - 1988     MONUMENTED       NGS
 CS3201  HISTORY     - 19950206 GOOD             NGS
 CS3201  HISTORY     - 20030512 MARK NOT FOUND   TX1730
 CS3201
 CS3201                          STATION DESCRIPTION
 CS3201
 CS3201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 CS3201'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST OF WIMMER, AT THE
 CS3201'LANCASTER MUNICIPAL AIRPORT, OWNERSHIP--CITY OF LANCASTER C/O LARRY
 CS3201'MURPHY-MANAGER, P.O. BOX 531, LANCASTER, TX 75146.  TELEPHONE
 CS3201'NUMBER214-227-5721 OR 214-227-2111.
 CS3201'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 CS3201'BELTLINE ROAD EXIT 270.  GO WEST ON BELTLINE ROAD FOR 4.8 KM
 CS3201'(3.00 MI) TO FERRIS ROAD ON THE LEFT.  TURN LEFT FOR 0.7 KM (0.45 MI)
 CS3201'TO THE ENTRANCE TO THE AIRPORT ON THE LEFT.  TURN LEFT FOR 0.2 KM
 CS3201'(0.10 MI) AND GO ALONG THE SOUTH SIDE OF THE SOUTHERN MOST HANGER TO
 CS3201'THE APRON.  TURN RIGHT AND GO ALONG THE TAXIWAY TO THE MID FIELD
 CS3201'CONNECTOR.  TURN RIGHT AND GO TO THE END OF THE TAXIWAY.  TURN LEFT
 CS3201'AND GO ALONG THE CONNECTOR FOR ABOUT 100 M (328.1 FT) TO THE MARK
 CS3201'ONTHE RIGHT.
 CS3201'THE MARK IS SET 47.1 M (154.5 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 CS3201'RUNWAY 31, 44.7 M (146.7 FT) NORTHEAST OF THE EXTENDED CENTER OF THE
 CS3201'TAXIWAY, 32.8 M (107.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 CS3201'OFTHECONNECTOR, AND 0.6 M (2.0 FT) NORTH-NORTHWEST OF A WITNESS POST.
 CS3201'ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3201'DESCRIBED BY R.D. BALL.
 CS3201
 CS3201                          STATION RECOVERY (1995)
 CS3201
 CS3201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3201'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST OF WIMMER, AT THE
 CS3201'LANCASTER MUNICIPAL AIRPORT, OWNERSHIP--CITY OF LANCASTER C/O LARRY
 CS3201'MURPHY-MANAGER, P.O.  BOX 551, LANCASTER, TX 75146.  TELEPHONE
 CS3201'NUMBER214-227-5721 OR 214-227-2111.  TO REACH THE STATION FROM THE
 CS3201'JUNCTION OF INTERSTATE HIGHWAY 45 AND BELTLINE ROAD EXIT 270.  GO WEST
 CS3201'ON BELTLINE ROAD FOR 4.8 KM (3.00 MI) TO FERRIS ROAD ON THE LEFT.
 CS3201'TURN LEFT FOR 0.7 KM (0.45 MI) TO THE ENTRANCE TO THE AIRPORT ON THE
 CS3201'LEFT.  TURN LEFT FOR 0.2 KM (0.10 MI) TO THE APRON.  BEAR RIGHT ACROSS
 CS3201'APRON FOR 0.4 KM (0.25 MI) TO A TAXI.  TURN RIGHT AND GO 1.2 KM (0.75
 CS3201'MI) TO THE END OF THE TAXIWAY.  TURN LEFT AND GO ALONG THE CONNECTOR
 CS3201'FOR ABOUT 100 M (328.1 FT) TO THE MARK ONTHE RIGHT. THE MARK IS SET
 CS3201'47.1 M (154.5 FT) SOUTHWEST OF THE EXTENDED CENTER OF RUNWAY 31, 44.7
 CS3201'M (146.7 FT) NORTHEAST OF THE EXTENDED CENTER OF THE TAXIWAY, 32.8 M
 CS3201'(107.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE CONNECTOR, AND 0.6
 CS3201'M (2.0 FT) NORTH-NORTHWEST OF A WITNESS POST. ACCESS TO DATUM POINT IS
 CS3201'HAD THROUGH A 5-INCH LOGO CAP.  DESCRIBED BY M.L.  BERGMAN, TYPED BY
 CS3201'D.G.  AUG
 CS3201
 CS3201                          STATION RECOVERY (2003)
 CS3201
 CS3201'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS3201'AZIMUTH MARK IS NOW IN A PLOWED FIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1194 ***********************************************************************
 CR1194  DESIGNATION -  LANSING
 CR1194  PID         -  CR1194
 CR1194  STATE/COUNTY-  TX/HARRISON
 CR1194  USGS QUAD   -  LONGVIEW HEIGHTS (1978)
 CR1194
 CR1194                         *CURRENT SURVEY CONTROL
 CR1194  ___________________________________________________________________
 CR1194* NAD 83(1993)-  32 30 27.03256(N)    094 37 52.72942(W)     ADJUSTED  
 CR1194* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 CR1194  ___________________________________________________________________
 CR1194  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 CR1194  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR1194
 CR1194  HORZ ORDER  -  FIRST
 CR1194
 CR1194.The horizontal coordinates were established by classical geodetic methods
 CR1194.and adjusted by the National Geodetic Survey in February 1996..
 CR1194
 CR1194.The orthometric height was scaled from a topographic map.
 CR1194
 CR1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1194
 CR1194.The geoid height was determined by GEOID03.
 CR1194
 CR1194;                    North         East     Units Scale Factor Converg.
 CR1194;SPC TXNC     - 2,099,934.107   963,424.207   MT  0.99991740   +2 06 35.9
 CR1194;SPC TXNC     - 6,889,533.82  3,160,834.25   sFT  0.99991740   +2 06 35.9
 CR1194;UTM  15      - 3,597,864.062   346,759.664   MT  0.99988957   -0 52 36.7
 CR1194
 CR1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1194!SPC TXNC     -   0.99998437  x   0.99991740  =   0.99990177
 CR1194!UTM  15      -   0.99998437  x   0.99988957  =   0.99987394
 CR1194
 CR1194:                Primary Azimuth Mark                     Grid Az
 CR1194:SPC TXNC     -  LANSING AZ MK                            083 13 52.0
 CR1194:UTM  15      -  LANSING AZ MK                            086 13 04.6
 CR1194
 CR1194|---------------------------------------------------------------------|
 CR1194| PID    Reference Object                     Distance      Geod. Az  |
 CR1194|                                                           dddmmss.s |
 CR1194| CX6624 LANSING AZ MK                                      0852027.9 |
 CR1194| CX6625 LANSING RM 1                         21.391 METERS 08904     |
 CR1194| CR1191 HALLSVILLE                          APPROX. 5.1 KM 0915422.8 |
 CR1194| CR1193 HALLSVILLE MUNICIPAL TANK           APPROX. 5.3 KM 0922041.1 |
 CR1194| CR1145 LONGVIEW LE TOURNEAU TECH TANK      APPROX. 9.8 KM 2435739.1 |
 CR1194| CX6626 LANSING RM 2                         20.964 METERS 24607     |
 CR1194| CR1146 LONGVIEW MUNICIPAL TANK             APPROX. 8.5 KM 2512524.2 |
 CR1194| CR1199 LONGVIEW RAD STA KFRO SW MAST       APPROX. 6.8 KM 2644417.4 |
 CR1194| CR1196 LONGVIEW RAD STA KFRO CEN MAST      APPROX. 6.8 KM 2650025.6 |
 CR1194|---------------------------------------------------------------------|
 CR1194
 CR1194                          SUPERSEDED SURVEY CONTROL
 CR1194
 CR1194  NAD 83(1986)-  32 30 27.04068(N)    094 37 52.71793(W) AD(       ) 1
 CR1194  NAD 27      -  32 30 26.50530(N)    094 37 51.96660(W) AD(       ) 1
 CR1194
 CR1194.Superseded values are not recommended for survey control.
 CR1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1194.See file dsdata.txt to determine how the superseded data were derived.
 CR1194
 CR1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR4676097864(NAD 83)
 CR1194_MARKER: DS = TRIANGULATION STATION DISK
 CR1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1194
 CR1194  HISTORY     - Date     Condition        Report By
 CR1194  HISTORY     - 1950     MONUMENTED       CGS
 CR1194  HISTORY     - 1956     GOOD             CGS
 CR1194  HISTORY     - 1965     GOOD             LOCSUR
 CR1194  HISTORY     - 1972     SEE DESCRIPTION  LOCSUR
 CR1194
 CR1194                          STATION DESCRIPTION
 CR1194
 CR1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1194'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF LONGVIEW
 CR1194'AND ABOUT 3 MILES WEST OF HALLSVILLE ON THE NORTH RIGHT-OF-WAY
 CR1194'OF A NEW HIGHWAY.  (THE NEW HIGHWAY RUNS ALONG SIDE OF U.S.
 CR1194'HIGHWAY 80) IT IS 102 FEET NORTH OF THE CENTERLINE OF THE
 CR1194'NEW HIGHWAY, 30.5 FEET NORTH NORTHWEST OF A TELEPHONE POLE,
 CR1194'30 FEET NORTH NORTHWEST OF THE SOUTH END OF A LARGE SIGN
 CR1194'BOARD AND 8 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 CR1194'PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED LANSING 1950.
 CR1194'
 CR1194'REFERENCE MARK NO. 1 IS 95 FEET NORTH OF THE CENTERLINE OF
 CR1194'THE NEW ROAD, 42 FEET EAST OF A TELEPHONE POLE AND 40 FEET
 CR1194'EAST OF THE SOUTH END OF A SIGN BOARD.  THE MARK PROJECTS
 CR1194'3 INCHES AND THE DISC IS STAMPED LANSING NO 1 1950.
 CR1194'
 CR1194'REFERENCE MARK NO. 2 IS 84 FEET NORTH OF THE CENTERLINE OF
 CR1194'THE NEW ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISC IS
 CR1194'STAMPED LANSING NO 2 1950.
 CR1194'
 CR1194'AZIMUTH MARK IS 41 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 CR1194'80, 37.3 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK,
 CR1194'4.5 FEET WEST OF A TELEPHONE POLE AND 2 FEET WEST OF A WHITE
 CR1194'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISC IS
 CR1194'STAMPED LANSING 1950.
 CR1194'
 CR1194'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF HALLSVILLE,
 CR1194'GO WEST FOR 3.1 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 CR1194'CONTINUE WEST FOR 0.45 MILE TO A CONNECTING ROAD WITH THE
 CR1194'NEW ROAD.  TURN RIGHT AND GO ACROSS NEW ROAD AND FOLLOW
 CR1194'DIM TRACK ROAD EAST ALONG THE RIGHT-OF-WAY FOR ABOUT 50 YARDS
 CR1194'TO SIGN BOARD AND STATION AS DESCRIBED.
 CR1194'
 CR1194'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1194
 CR1194                          STATION RECOVERY (1956)
 CR1194
 CR1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1194'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 CR1194'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CR1194'TO STATION SITE ARE CORRECT.
 CR1194
 CR1194                          STATION RECOVERY (1965)
 CR1194
 CR1194'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 CR1194'RECOVERED BY BUCE AND ASSOC.
 CR1194'
 CR1194'THE STATION WAS VISITED AND THE STATION, R.M. 1 AND R.M. 2
 CR1194'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 CR1194'BROKEN OFF AND PUSHED OUT OF POSITION.  THE DISK WAS CLAIMED
 CR1194'AT THIS TIME.
 CR1194
 CR1194                          STATION RECOVERY (1972)
 CR1194
 CR1194'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (DRC)
 CR1194'REPORTED BY SEMICOE INC.
 CR1194'
 CR1194'LANSING NO 1 1950-EXCELLENT, 1450 FT W. OF LANSING INTERSECTION,
 CR1194'N. OF CENTER LINE OF WEST BOUND PORTION OF DEVIDED HIGHWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0453 ***********************************************************************
 BO0453  DESIGNATION -  LANTERN
 BO0453  PID         -  BO0453
 BO0453  STATE/COUNTY-  TX/EDWARDS
 BO0453  USGS QUAD   -  RAY LAKE NW (1987)
 BO0453
 BO0453                         *CURRENT SURVEY CONTROL
 BO0453  ___________________________________________________________________
 BO0453* NAD 83(1993)-  30 12 33.05026(N)    100 29 48.93424(W)     ADJUSTED  
 BO0453* NAVD 88     -       710.67   (+/-2cm)    2331.6    (feet)  VERTCON   
 BO0453  ___________________________________________________________________
 BO0453  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 BO0453  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BO0453
 BO0453  HORZ ORDER  -  SECOND
 BO0453  VERT ORDER  -  THIRD ? (See Below)
 BO0453
 BO0453.The horizontal coordinates were established by classical geodetic methods
 BO0453.and adjusted by the National Geodetic Survey in February 1996..
 BO0453
 BO0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0453.The vertical order pertains to the NGVD 29 superseded value.
 BO0453
 BO0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0453
 BO0453.The geoid height was determined by GEOID03.
 BO0453
 BO0453;                    North         East     Units Scale Factor Converg.
 BO0453;SPC TXSC     - 4,264,238.871   455,877.935   MT  0.99997942   -0 44 00.1
 BO0453;SPC TXSC     -13,990,257.03  1,495,659.53   sFT  0.99997942   -0 44 00.1
 BO0453;SPC TX C     - 3,060,153.394   684,249.118   MT  0.99997659   -0 05 03.3
 BO0453;SPC TX C     -10,039,853.26  2,244,907.31   sFT  0.99997659   -0 05 03.3
 BO0453;UTM  14      - 3,342,911.776   355,920.533   MT  0.99985611   -0 45 12.0
 BO0453
 BO0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0453!SPC TXSC     -   0.99989191  x   0.99997942  =   0.99987133
 BO0453!SPC TX C     -   0.99989191  x   0.99997659  =   0.99986850
 BO0453!UTM  14      -   0.99989191  x   0.99985611  =   0.99974803
 BO0453
 BO0453:                Primary Azimuth Mark                     Grid Az
 BO0453:SPC TXSC     -  APPELT                                   031 59 35.1
 BO0453:SPC TX C     -  APPELT                                   031 20 38.3
 BO0453:UTM  14      -  APPELT                                   032 00 47.0
 BO0453
 BO0453|---------------------------------------------------------------------|
 BO0453| PID    Reference Object                     Distance      Geod. Az  |
 BO0453|                                                           dddmmss.s |
 BO0453| BO0459 APPELT                              APPROX. 7.3 KM 0311535.0 |
 BO0453| CV5447 LANTERN AZ MK                                      1205927.8 |
 BO0453| CV5448 LANTERN RM 1                         40.830 METERS 15537     |
 BO0453| CV5449 LANTERN RM 2                         25.582 METERS 25900     |
 BO0453|---------------------------------------------------------------------|
 BO0453
 BO0453                          SUPERSEDED SURVEY CONTROL
 BO0453
 BO0453  NAD 83(1986)-  30 12 33.04842(N)    100 29 48.92250(W) AD(       ) 2
 BO0453  NAD 27      -  30 12 32.33500(N)    100 29 47.60900(W) AD(       ) 2
 BO0453  NGVD 29 (07/19/86)  710.54   (m)         2331.2    (f) LEVELING    3  
 BO0453
 BO0453.Superseded values are not recommended for survey control.
 BO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0453.See file dsdata.txt to determine how the superseded data were derived.
 BO0453
 BO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU5592142912(NAD 83)
 BO0453_MARKER: DS = TRIANGULATION STATION DISK
 BO0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0453_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0453
 BO0453  HISTORY     - Date     Condition        Report By
 BO0453  HISTORY     - 1935     MONUMENTED       CGS
 BO0453  HISTORY     - 1949     GOOD             CGS
 BO0453  HISTORY     - 1960     GOOD             CGS
 BO0453  HISTORY     - 1963     GOOD             USGS
 BO0453  HISTORY     - 1964     GOOD             CGS
 BO0453  HISTORY     - 1972     GOOD             USGS
 BO0453
 BO0453                          STATION DESCRIPTION
 BO0453
 BO0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0453'STATION IS LOCATED 24.0 MILES NW OF ROCKSPRINGS, ALONG THE SONORA
 BO0453'ROAD ON TOP OF A LONG, FLAT RIDGE, HIGHEST GROUND IN THE
 BO0453'VICINITY.  MARK IS 68 FEET S OF THE CENTER LINE OF GRAVELED
 BO0453'ROAD, 60 PACES SE OF 14-INCH LIVE OAK TREE WITH TRIANGULAR BLAZE
 BO0453'WHICH IS 35 FEET N OF CENTER LINE ROAD, AND FLUSH WITH THE
 BO0453'GROUND.
 BO0453'
 BO0453'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARKS
 BO0453'ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN
 BO0453'NOTES 1B, 7A AND 11B.
 BO0453'
 BO0453'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 BO0453'HOLE IN OUTCROPPING BEDROCK.
 BO0453'
 BO0453'REFERENCE MARK NO. 2 IS SW OF STATION SET IN OPEN PASTURE LAND
 BO0453'127.5 FEET S OF CENTER LINE OF ROAD.
 BO0453'
 BO0453'AZIMUTH MARK IS E OF STATION, 27.5 FEET N OF CENTER LINE OF
 BO0453'GRAVEL ROAD AND ABOUT 3 FEET S OF LINE OF TELEPHONE POLES.
 BO0453'
 BO0453'TO REACH STATION FROM POST OFFICE IN ROCKSPRINGS BY GOING W
 BO0453'ON STATE HIGHWAY 41 FOR 0.3 MILE TO THREE POINT TOURIST CAMP
 BO0453'(GULF STATION) FROM THERE TAKE RIGHT GRAVELED ROAD (SONORA
 BO0453'ROAD) AND GO FOR 24.0 MILES OR 1.0 MILE PAST BUMPER GATE TO
 BO0453'HIGHEST GROUND AND STATION.
 BO0453'
 BO0453'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BO0453
 BO0453                          STATION RECOVERY (1949)
 BO0453
 BO0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (FDT)
 BO0453'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  AZIMUTH MARK
 BO0453'COULD NOT BE SEEN FROM STATION UNLESS A TOWER WAS ERECTED DUE
 BO0453'TO HEAVY BRUSH.  THEREFORE IT WAS NOT VISITED.  DESCRIPTION
 BO0453'FOR VISITING STATION OBSOLETE SINCE A NEW HIGHWAY HAS BEEN
 BO0453'BUILT AND RUNS RIGHT PAST THE STATION.
 BO0453'
 BO0453'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 277 IN
 BO0453'SONORA, PROCEED S ON HIGHWAY 277 FOR ABOUT 22.7 MILES TO JUNCTION
 BO0453'WITH STATE HIGHWAY 55.  FOLLOW STATE HIGHWAY 55 SE APPROXIMATELY
 BO0453'10.4 MILES TO HIGH POINT ON HIGHWAY WITH STATION ON RIGHT
 BO0453'ABOUT 50 FEET S OF THE HIGHWAY.
 BO0453
 BO0453                          STATION RECOVERY (1960)
 BO0453
 BO0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (POC)
 BO0453'STATION FOUND IN GOOD CONDITION.  TO REACH FROM COURT HOUSE
 BO0453'IN ROCKSPRINGS.  FOLLOW STATE HIGHWAY 55 NORTHWEST 22.7 MILE
 BO0453'TO STATION, 30 FEET SOUTH OF CENTER LINE OF ROAD.
 BO0453'
 BO0453'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION, BUT AZIMUTH
 BO0453'MARK WAS NOT SEARCHED FOR.
 BO0453
 BO0453                          STATION RECOVERY (1963)
 BO0453
 BO0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BO0453'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  AZ MK WAS
 BO0453'SEARCHED FOR BUT NOT FOUND.
 BO0453'
 BO0453'TO REACH THE STATION FROM SONORA, DRIVE SOUTH ALONG U.S. 277
 BO0453'FOR 21 MILES TO THE ROCK SPRINGS ROAD.  (STATE ROAD 55) THENCE
 BO0453'SOUTHEAST ALONG HWY. 55 10.4 MI. TO AN OLD GRAVEL PIT ON THE
 BO0453'RIGHT.  STATION IS 360 FT. SE OF THE EAST CORNER OF THE OLD
 BO0453'GRAVEL PIT.  150 FT. SE OF THE OLD DEAD LIVE OAK TREE WITH THE
 BO0453'TRIANGULAR BLAZE, 52 FT. SW OF THE CENTER-LINE OF THE HIGHWAY,
 BO0453'IN BEDROCK FLUSH WITH GROUND.
 BO0453
 BO0453                          STATION RECOVERY (1964)
 BO0453
 BO0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BGF)
 BO0453'STATION WAS RECOVERED IN GOOD CONDITION.
 BO0453
 BO0453                          STATION RECOVERY (1972)
 BO0453
 BO0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (EGE)
 BO0453'THIS STATION WAS USED FOR AZIMUTH CONTROL ONLY, AND WAS NOT
 BO0453'OCCUPIED, THUS DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 BO0453'WERE NOT REMEASURED.
 BO0453'
 BO0453'THE STATION IS LOCATED SOUTH-SOUTHEAST ABOUT 27 MILES AIRLINE
 BO0453'DISTANCE FROM SONORA, TEXAS, AND NORTHWEST ABOUT 24 MILES AIRLINE
 BO0453'DISTANCE FROM ROCKSPRINGS, TEXAS.  IT IS ON TOP OF A LONG FLAT
 BO0453'RIDGE, HIGHEST GROUND IN THE AREA.  360 FEET SOUTHEAST OF THE
 BO0453'EAST CORNER OF AN OLD GRAVEL PIT, 52 FEET SOUTHWEST OF THE
 BO0453'CENTER LINE OF STATE HIGHWAY 55, 7 FEET SOUTHWEST OF THE
 BO0453'RIGHT-OF-WAY FENCE.
 BO0453'
 BO0453'TO REACH FROM SONORA, TEXAS, GO 22 MILES SOUTH ON U.S. HIGHWAY
 BO0453'277 TO STATE HIGHWAY 55 LEFT, GO 10.6 MILES SOUTHEAST ON STATE
 BO0453'HIGHWAY 55 TO HIGH POINT AND STATION SITE ON RIGHT.
 BO0453'
 BO0453'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN CONCRETE,
 BO0453'FLUSH WITH GROUND, AND STAMPED LANTERN 1935.
 BO0453'
 BO0453'REFERENCE MARK NO. 1--A STANDARD USC AND GS BRONZE DISK CEMENTED
 BO0453'IN A DRILL HOLE IN BEDROCK, AND STAMPED LANTERN NO. 1 1935.
 BO0453'
 BO0453'REFERENCE MARK NO. 2--A STANDARD USC AND GS BRONZE DISK SET IN
 BO0453'A CONCRETE POST, PROJECTING 0.6 FEET, AND STAMPED LANTERN NO. 2
 BO0453'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0804 ***********************************************************************
 CC0804  DESIGNATION -  LANX
 CC0804  PID         -  CC0804
 CC0804  STATE/COUNTY-  TX/REEVES
 CC0804  USGS QUAD   -  EAST OF BARRILLA DRAW NORTH (1970)
 CC0804
 CC0804                         *CURRENT SURVEY CONTROL
 CC0804  ___________________________________________________________________
 CC0804* NAD 83(1993)-  31 08 17.63872(N)    103 20 38.23901(W)     ADJUSTED  
 CC0804* NAVD 88     -       854.9    (meters)    2805.     (feet)  VERTCON   
 CC0804  ___________________________________________________________________
 CC0804  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CC0804  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CC0804
 CC0804  HORZ ORDER  -  SECOND
 CC0804
 CC0804.The horizontal coordinates were established by classical geodetic methods
 CC0804.and adjusted by the National Geodetic Survey in February 1996..
 CC0804
 CC0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0804
 CC0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0804
 CC0804.The geoid height was determined by GEOID03.
 CC0804
 CC0804;                    North         East     Units Scale Factor Converg.
 CC0804;SPC TX C     - 3,167,015.273   412,956.550   MT  0.99988458   -1 33 02.3
 CC0804;SPC TX C     -10,390,449.27  1,354,841.61   sFT  0.99988458   -1 33 02.3
 CC0804;UTM  13      - 3,446,101.817   657,877.855   MT  0.99990745   +0 51 23.5
 CC0804
 CC0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0804!SPC TX C     -   0.99986947  x   0.99988458  =   0.99975407
 CC0804!UTM  13      -   0.99986947  x   0.99990745  =   0.99977694
 CC0804
 CC0804:                Primary Azimuth Mark                     Grid Az
 CC0804:SPC TX C     -  LANX AZ MK                               095 54 10.3
 CC0804:UTM  13      -  LANX AZ MK                               093 29 44.5
 CC0804
 CC0804|---------------------------------------------------------------------|
 CC0804| PID    Reference Object                     Distance      Geod. Az  |
 CC0804|                                                           dddmmss.s |
 CC0804| CH8849 LANX AZ MK                                         0942108.0 |
 CC0804| CH8851 LANX RM 2                            45.680 METERS 10129     |
 CC0804| CH8850 LANX RM 1                            39.746 METERS 35728     |
 CC0804|---------------------------------------------------------------------|
 CC0804
 CC0804                          SUPERSEDED SURVEY CONTROL
 CC0804
 CC0804  NAD 83(1986)-  31 08 17.64125(N)    103 20 38.23132(W) AD(       ) 2
 CC0804  NAD 27      -  31 08 17.11900(N)    103 20 36.62400(W) AD(       ) 2
 CC0804  NGVD 29 (07/19/86)  854.7    (m)         2804.     (f) VERT ANG       
 CC0804
 CC0804.Superseded values are not recommended for survey control.
 CC0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0804.See file dsdata.txt to determine how the superseded data were derived.
 CC0804
 CC0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ5787846102(NAD 83)
 CC0804_MARKER: DS = TRIANGULATION STATION DISK
 CC0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0804
 CC0804  HISTORY     - Date     Condition        Report By
 CC0804  HISTORY     - 1935     MONUMENTED       CGS
 CC0804  HISTORY     - 1946     GOOD             LOCENG
 CC0804  HISTORY     - 1949     GOOD             CGS
 CC0804
 CC0804                          STATION DESCRIPTION
 CC0804
 CC0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0804'STATION IS 21.5 MILES AIR LINE SSE OF PECOS, IN SEC. 16, BLOCK
 CC0804'50, 2.5 MILES SW OF STATE HIGHWAY 27 ON FLAT PASTURE LAND.  IT
 CC0804'IS 25 FEET N OF AN E-W WIRE FENCE, 130 FEET SE OF THE NE
 CC0804'CORNER OF A CONCRETE WATER TROUGH, 250 FEET E OF A WOODEN
 CC0804'WINDMILL AND THE MARK PROJECTS 3 INCHES.
 CC0804'
 CC0804'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CC0804'STANDARD BRONZE DISKS SET IN CONCRETE.
 CC0804'
 CC0804'REFERENCE MARK NO. 1 IS N OF STATION, 155 FEET N OF AN E-W
 CC0804'WIRE FENCE, 131 FEET ENE OF THE NE CORNER OF A CONCRETE
 CC0804'WATER TROUGH, AND PROJECTS 8 INCHES.
 CC0804'
 CC0804'REFERENCE MARK NO. 2 IS E OF THE STATION, 3.5 FEET N OF AN
 CC0804'E-W WIRE FENCE, AND PROJECTS 8 INCHES.
 CC0804'
 CC0804'AZIMUTH MARK IS E OF THE STATION, 1.5 FEET N OF AN E-W WIRE
 CC0804'FENCE, 1/4 MILE W OF FENCE CORNER AND PROJECTS 12 INCHES.
 CC0804'
 CC0804'THE STATION IS REACHED FROM PECOS, BY DRIVING FROM THE REEVES
 CC0804'COUNTY COURTHOUSE S ON STATE HIGHWAY 27 FOR 21.9 MILES TO A POINT
 CC0804'ON THE ROAD WHERE THERE IS A SMALL GROVE OF TREES AND TWO
 CC0804'WINDMILL TOWERS, ONE WITHOUT A WHEEL, ON THE NE SIDE OF THE
 CC0804'ROAD.  TURN RIGHT OR SOUTHERLY HERE ONTO A PLAIN TRACK ROAD AND
 CC0804'FOLLOW S FOR 2.0 MILES, THEN SW FOR 0.5 MILE TO WINDMILL, WATER
 CC0804'TROUGH AND STATION.
 CC0804'
 CC0804'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CC0804
 CC0804                          STATION RECOVERY (1946)
 CC0804
 CC0804'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (ROE)
 CC0804'MARK IS IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0804
 CC0804                          STATION RECOVERY (1949)
 CC0804
 CC0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (AHC)
 CC0804'STATE HIGHWAY 27 IS NOW A COUNTY ROAD DUE TO RELOCATION AND NEW
 CC0804'ROUTE IS U.S. HIGHWAY 285.
 CC0804'
 CC0804'STATION IS REACHED BY DRIVING 1.3 MILES S ON U.S. HIGHWAY 285
 CC0804'FROM COURTHOUSE IN PECOS, THENCE RIGHT ON OLD STATE HIGHWAY
 CC0804'27 FOR 4.7 MILES TO FORK, TAKE LEFT FORK (OLD STATE HIGHWAY
 CC0804'27) FOR 16. MILES TO SMALL GROVE OF TREES ON LEFT AND ONE
 CC0804'STEEL TOWER WINDMILL, TAKE TRACK ROAD RIGHT AT THIS POINT AND
 CC0804'DRIVE S. 22 DEG 30 MIN W. (MAGNETIC) FOR 2.6 MILES TO STEEL
 CC0804'TOWER WINDMILL AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2092 ***********************************************************************
 AN2092  DESIGNATION -  LAP
 AN2092  PID         -  AN2092
 AN2092  STATE/COUNTY-  TX/REFUGIO
 AN2092  USGS QUAD   -  LAMAR (1979)
 AN2092
 AN2092                         *CURRENT SURVEY CONTROL
 AN2092  ___________________________________________________________________
 AN2092* NAD 83(1993)-  28 10 41.26663(N)    097 03 55.74668(W)     ADJUSTED  
 AN2092* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2092  ___________________________________________________________________
 AN2092  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AN2092  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN2092
 AN2092  HORZ ORDER  -  SECOND
 AN2092
 AN2092.The horizontal coordinates were established by classical geodetic methods
 AN2092.and adjusted by the National Geodetic Survey in February 1996..
 AN2092
 AN2092.The orthometric height was scaled from a topographic map.
 AN2092
 AN2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2092
 AN2092.The geoid height was determined by GEOID03.
 AN2092
 AN2092;                    North         East     Units Scale Factor Converg.
 AN2092;SPC TXSC     - 4,039,786.408   789,972.395   MT  1.00006522   +0 56 51.9
 AN2092;SPC TXSC     -13,253,865.91  2,591,767.77   sFT  1.00006522   +0 56 51.9
 AN2092;UTM  14      - 3,118,449.283   689,912.816   MT  1.00004516   +0 54 49.6
 AN2092
 AN2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2092!SPC TXSC     -   1.00000396  x   1.00006522  =   1.00006918
 AN2092!UTM  14      -   1.00000396  x   1.00004516  =   1.00004912
 AN2092
 AN2092|---------------------------------------------------------------------|
 AN2092| PID    Reference Object                     Distance      Geod. Az  |
 AN2092|                                                           dddmmss.s |
 AN2092| CV5450 LAP RM 1                             22.260 METERS 05841     |
 AN2092| AN2319 LAMAR RESET                         APPROX. 8.6 KM 1233044.0 |
 AN2092| CV5451 LAP RM 2                             17.120 METERS 21943     |
 AN2092|---------------------------------------------------------------------|
 AN2092
 AN2092                          SUPERSEDED SURVEY CONTROL
 AN2092
 AN2092  NAD 83(1986)-  28 10 41.27380(N)    097 03 55.72745(W) AD(       ) 2
 AN2092  NAD 27      -  28 10 40.23800(N)    097 03 54.76200(W) AD(       ) 2
 AN2092
 AN2092.Superseded values are not recommended for survey control.
 AN2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2092.See file dsdata.txt to determine how the superseded data were derived.
 AN2092
 AN2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS8991318449(NAD 83)
 AN2092_MARKER: DS = TRIANGULATION STATION DISK
 AN2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2092
 AN2092  HISTORY     - Date     Condition        Report By
 AN2092  HISTORY     - 1934     MONUMENTED       CGS
 AN2092  HISTORY     - 1938     GOOD             WESGEO
 AN2092  HISTORY     - 1938     GOOD             LOCSUR
 AN2092  HISTORY     - 1950     GOOD             LOCENG
 AN2092  HISTORY     - 1952     GOOD             CGS
 AN2092  HISTORY     - 1970     GOOD             LOCENG
 AN2092  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN2092  HISTORY     - 1980     MARK NOT FOUND   NGS
 AN2092  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN2092  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN2092
 AN2092                          STATION DESCRIPTION
 AN2092
 AN2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2092'STATION IS ABOUT 11 MILES N OF ROCKPORT, ABOUT 11 MILES
 AN2092'NE OF BAYSIDE, ON THE N SHORE OF COPANO BAY.  IT IS ON A
 AN2092'SHELL RIDGE COVERED WITH SCRUB OAK, ABOUT 3-1/2 MILES WSW
 AN2092'OF THE EXTREME N END OF COPANO BAY, AND 10 METERS NW OF
 AN2092'A 3-FOOT BLUFF AT BAY SHORE.
 AN2092'
 AN2092'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2092'SET IN CONCRETE.
 AN2092'
 AN2092'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2092'BAYSIDE HOTEL, 227 DEG.  MILLS WHARF, 116 DEG.  DRAWBRIDGE
 AN2092'AT CAUSEWAY, 132 DEG.
 AN2092'
 AN2092'HEIGHT OF LIGHT ABOVE STATION MARK - 2.4 METERS.
 AN2092
 AN2092                          STATION RECOVERY (1938)
 AN2092
 AN2092'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2092'RECOVERED IN GOOD CONDITION.
 AN2092
 AN2092                          STATION RECOVERY (1938)
 AN2092
 AN2092'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 AN2092'RECOVERED BY GEOTECHNICAL CORPORATION.
 AN2092'
 AN2092'RECOVERED IN GOOD CONDITION.
 AN2092
 AN2092                          STATION RECOVERY (1950)
 AN2092
 AN2092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950 (WPM)
 AN2092'RECOVERED BY PHILLIPS PETRO CO.
 AN2092'
 AN2092'DESCRIPTION SATISFACTORY.  REFERENCES NOT SEARCHED FOR.
 AN2092
 AN2092                          STATION RECOVERY (1952)
 AN2092
 AN2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AN2092'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  AZIMUTH
 AN2092'MARK WAS NOT SEARCHED FOR.
 AN2092'
 AN2092'STATION IS LOCATED ON BRUSHY POINT ON THE N SHORE OF THE
 AN2092'COPANO BAY, ABOUT 2.5 MI. SW OF WHERE THE COPANO CREEK RUNS
 AN2092'INTO THE NE POINT OF COPANO BAY, AND ABOUT 5.0 MI. E-NE
 AN2092'UP THE BEACH FROM WHERE MISSION BAY EMPTIES INTO COPANO
 AN2092'BAY AT COPANO POINT.
 AN2092
 AN2092                          STATION RECOVERY (1970)
 AN2092
 AN2092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (RMM)
 AN2092'RECOVERED BY MUNROE AND BASS CONSULTING ENGINEERS.
 AN2092'
 AN2092'LAD 1934-GOOD.
 AN2092'
 AN2092'STATION WAS LOCATED IN GOOD CONDITION BY FOLLOWING A BEARING
 AN2092'FROM CAUSEWAY.  THERE ARE NOT ANY PROMINENT TERRAIN FEATURES
 AN2092'CLOSE TO THE STATION TO AID IN RECOVERY.  THE IS A GUN BARREL
 AN2092'OIL TANK ON THE SHORE OF COPANO BAY APPROXIMATELY 1-1/2
 AN2092'MILE N.E. OF THE STATION.  THE REFERENCE MARKS WERE NOT
 AN2092'SEARCHED FOR.
 AN2092
 AN2092                          STATION RECOVERY (1974)
 AN2092
 AN2092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JLP)
 AN2092'EXTENSIVE SEARCH WAS MADE FOR THIS TRIANG. STATION BUT WITH
 AN2092'POOR IDENTIFICATION ON EARLIER SEARCHES IT WAS NOT FOUND.
 AN2092'HIGH GRASS IS PRESENT AROUND APPROXIMATE LOCATION OF THE
 AN2092'STATION.
 AN2092
 AN2092                          STATION RECOVERY (1980)
 AN2092
 AN2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AN2092'A THOROUGH SEARCH WAS CARRIED OUT.  EFFORTS WERE MADE TO LOCATE
 AN2092'THE SUBSURFACE MARK TOO.  DAMAGE WAS CAUSED BY HURRICANE ALLEN.
 AN2092'WOULD APPRECIATE A CONDITION SURVEY TO DETERMINE THE EXTENT OF DAMAGE
 AN2092'TO THE HORIZONTAL CONTROL ALONG THE SOUTH TEXAS COAST.
 AN2092
 AN2092                          STATION RECOVERY (1981)
 AN2092
 AN2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AN2092'THE STATION COULD NOT BE FOUND.  THE AREA HAS BEEN WASHED AWAY BY
 AN2092'HIGH TIDES AND PROBABLY HURRICANE ALLEN.
 AN2092
 AN2092                          STATION RECOVERY (1999)
 AN2092
 AN2092'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0889 ***********************************************************************
 CU0889  DESIGNATION -  LAP
 CU0889  PID         -  CU0889
 CU0889  STATE/COUNTY-  TX/JONES
 CU0889  USGS QUAD   -  NEINDA (1965)
 CU0889
 CU0889                         *CURRENT SURVEY CONTROL
 CU0889  ___________________________________________________________________
 CU0889* NAD 83(1993)-  32 45 14.79938(N)    100 02 26.83207(W)     ADJUSTED  
 CU0889* NAVD 88     -       581.9    (meters)    1909.     (feet)  VERTCON   
 CU0889  ___________________________________________________________________
 CU0889  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CU0889  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CU0889
 CU0889  HORZ ORDER  -  FIRST
 CU0889
 CU0889.The horizontal coordinates were established by classical geodetic methods
 CU0889.and adjusted by the National Geodetic Survey in February 1996..
 CU0889
 CU0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0889
 CU0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0889
 CU0889.The geoid height was determined by GEOID03.
 CU0889
 CU0889;                    North         East     Units Scale Factor Converg.
 CU0889;SPC TXNC     - 2,121,645.286   455,632.085   MT  0.99988602   -0 50 25.2
 CU0889;SPC TXNC     - 6,960,764.58  1,494,852.93   sFT  0.99988602   -0 50 25.2
 CU0889;UTM  14      - 3,624,507.327   402,503.012   MT  0.99971721   -0 33 47.3
 CU0889
 CU0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0889!SPC TXNC     -   0.99991313  x   0.99988602  =   0.99979916
 CU0889!UTM  14      -   0.99991313  x   0.99971721  =   0.99963037
 CU0889
 CU0889:                Primary Azimuth Mark                     Grid Az
 CU0889:SPC TXNC     -  ANSON NORTH MUNICIPAL TANK               089 02 05.9
 CU0889:UTM  14      -  ANSON NORTH MUNICIPAL TANK               088 45 28.0
 CU0889
 CU0889|---------------------------------------------------------------------|
 CU0889| PID    Reference Object                     Distance      Geod. Az  |
 CU0889|                                                           dddmmss.s |
 CU0889| CT1181 ANSON NORTH MUNICIPAL TANK          APPROX.13.2 KM 0881140.7 |
 CU0889| CT1182 ANSON COUNTY COURTHOUSE STATUE      APPROX.13.5 KM 0885015.9 |
 CU0889| CT1183 ANSON SOUTH MUNICIPAL TANK          APPROX.13.5 KM 0913202.0 |
 CU0889| CX8493 LAP RM 1                             18.919 METERS 13033     |
 CU0889| CX8494 LAP RM 2                             29.986 METERS 23630     |
 CU0889| CX8492 LAP AZ MK                                          2671838.9 |
 CU0889|---------------------------------------------------------------------|
 CU0889
 CU0889                          SUPERSEDED SURVEY CONTROL
 CU0889
 CU0889  NAD 83(1993)-  32 45 14.80365(N)    100 02 26.82257(W) AD(       ) 1
 CU0889  NAD 83(1986)-  32 45 14.80493(N)    100 02 26.82177(W) AD(       ) 1
 CU0889  NAD 27      -  32 45 14.39250(N)    100 02 25.45910(W) AD(       ) 1
 CU0889  NGVD 29 (07/19/86)  581.7    (m)         1908.     (f) VERT ANG       
 CU0889
 CU0889.Superseded values are not recommended for survey control.
 CU0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0889.See file dsdata.txt to determine how the superseded data were derived.
 CU0889
 CU0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0250324507(NAD 83)
 CU0889_MARKER: DS = TRIANGULATION STATION DISK
 CU0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0889
 CU0889  HISTORY     - Date     Condition        Report By
 CU0889  HISTORY     - 1961     MONUMENTED       CGS
 CU0889  HISTORY     - 1965     GOOD             USGS
 CU0889  HISTORY     - 1969     GOOD             CGS
 CU0889
 CU0889                          STATION DESCRIPTION
 CU0889
 CU0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CU0889'THE STATION IS LOCATED ABOUT 8 MILES WEST OF ANSON, 1/2 MILE
 CU0889'SOUTH OF U.S. HIGHWAY 180, AND ON THE FARNSWORTH OIL FIELD AREA.
 CU0889'
 CU0889'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CU0889'277,83 AND 180 IN ANSON, GO WEST ON U.S. HIGHWAY 180 FOR 6.1
 CU0889'MILES TO PICNIC AREA ON LEFT, CONTINUE WEST ON U.S. HIGHWAY
 CU0889'180 FOR 3.75 MILES TO CROSSROADS AT TOP OF RIDGE AND SIGN
 CU0889'ON RIGHT BEACON LODGE MOTEL.  TURN LEFT AND GO SOUTH ON GRAVEL
 CU0889'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CU0889'SOUTH ON GRAVEL ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT AND
 CU0889'CATTLE GUARD AND SIGN ON LEFT SUNRAY MID-CONTINENT OIL CO.
 CU0889'TURN LEFT AND GO EAST FOR 0.25 MILE TO A FORK, KEEP RIGHT
 CU0889'FORK AND CONTINUE EAST FOR 0.1 MILE TO A FIVE POINTED
 CU0889'INTERSECTION.  AT FIVE POINTED INTERSECTION CONTINUE STRAIGHT AHEAD
 CU0889'EAST FOR 0.05 MILE TO FORK AND OIL PUMP PAINTED RED,
 CU0889'KEEP LEFT FORK AND CONTINUE EAST FOR 0.1 MILE TO WHERE THE
 CU0889'TRACK ROAD PASSES BETWEEN TWO STORAGE TANKS ON RIGHT AND
 CU0889'PRESSURE TANK ON LEFT, FOLLOW TRACK ROAD PASSING BETWEEN THE
 CU0889'TWO TANKS AND GO NORTH FOR 0.15 MILE TO CROSSROADS AND A
 CU0889'FENCE CORNER IN THE NORTHEAST ANGLE OF CROSSROADS.  TURN RIGHT
 CU0889'AND GO EAST ON TRACK ROAD ALONG THE SOUTH SIDE OF FENCE LINE
 CU0889'FOR 0.3 MILE TO GATE, PASS THROUGH GATE AND KEEP THE RIGHT
 CU0889'FORK OF TRACK ROADS AND GO EASTERLY FOR 0.1 MILE TO TOP OF
 CU0889'THE FIRST ROUND TOP KNOB AND STATION.
 CU0889'
 CU0889'THE STATION IS A STANDARD DISK STAMPED LAP 1961, SET IN THE
 CU0889'TOP OF A 12 X 12-INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 CU0889'IT IS 17 FEET SOUTHEAST OF A LONE TREE, AND 5 FEET SOUTHWEST
 CU0889'OF A WITNESS POST.
 CU0889'
 CU0889'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED LAP NO 1 1961,
 CU0889'SET IN THE TOP OF A 11 X 12-INCH CONCRETE MONUMENT WHICH
 CU0889'PROJECTS 3 INCHES.  IT IS 27 FEET SOUTHEAST OF A WITNESS
 CU0889'POST, AND 11.5 FEET WEST OF A LARGE BUSH.
 CU0889'
 CU0889'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED LAP NO 2 1961,
 CU0889'SET IN TOP OF 12 X 12-INCH CONCRETE MONUMENT WHICH PROJECTS
 CU0889'2 INCHES.  IT IS 42 FEET SOUTH OF A LONE TREE, AND 37.5
 CU0889'FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 CU0889'
 CU0889'AZIMUTH MARK IS A STANDARD DISK STAMPED LAP 1961, SET IN THE
 CU0889'TOP OF A 12 X 12-INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 CU0889'IT IS 33 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED
 CU0889'ROAD, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 CU0889
 CU0889                          STATION RECOVERY (1965)
 CU0889
 CU0889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CU0889'STATION MARK--STANDARD USC AND GS DISK STAMPED ---LAP 1961---, SET IN
 CU0889'TOP OF 12 X 12 IN. CONCRETE MONUMENT WHICH PROJECTS 4 IN.
 CU0889
 CU0889                          STATION RECOVERY (1969)
 CU0889
 CU0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFW)
 CU0889'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  A METAL
 CU0889'WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.  THERE IS
 CU0889'A GRAVEL PIT ABOUT 1/2 MILE WEST OF THE STATION AND THE TO
 CU0889'REACH SHOULD BE CHANGED.
 CU0889'
 CU0889'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277,
 CU0889'83 AND 180 IN ANSON, GO WEST ON HIGHWAY 180 FOR 9.85 MILES
 CU0889'TO A CROSSROAD AT THE TOP OF A RIDGE AND A SIGN ON THE RIGHT
 CU0889'BEACON LODGE MOTEL.  TURN LEFT AND GO SOUTH ON THE GRAVELED
 CU0889'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CU0889'SOUTH ON THE ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT LEADING TO A
 CU0889'LARGE GRAVEL PIT.  TURN LEFT ON THE GRADED ROAD AND GO EAST
 CU0889'FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 CU0889'EASTERLY FOR 0.35 MILE TO THE TOP OF GRADE AND SEVERAL OIL
 CU0889'STORAGE TANKS.  TURN LEFT AT THE WEST SIDE OF THE TANKS AND
 CU0889'GO NORTH ON TRACK ROAD FOR 0.25 MILE TO A CROSSROAD AND
 CU0889'FENCE CORNER.  TURN RIGHT AND GO EAST ALONG THE SOUTH SIDE
 CU0889'OF THE FENCE FOR 0.3 MILE TO A GATE.  PASS THROUGH THE
 CU0889'GATE AND CONTINUE EASTERLY ON TRACK ROAD FOR 0.1 MILE TO
 CU0889'THE TOP OF A SMALL KNOLL AND STATION.
 CU0889'
 CU0889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 CU0889'WEST OF ANSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0193 ***********************************************************************
 AP0193  DESIGNATION -  LAPLACE
 AP0193  PID         -  AP0193
 AP0193  STATE/COUNTY-  TX/MAVERICK
 AP0193  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0193
 AP0193                         *CURRENT SURVEY CONTROL
 AP0193  ___________________________________________________________________
 AP0193* NAD 83(1993)-  28 42 47.24758(N)    100 29 34.15738(W)     ADJUSTED  
 AP0193* NAVD 88     -       257.02   (+/-2cm)     843.2    (feet)  VERTCON   
 AP0193  ___________________________________________________________________
 AP0193  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AP0193  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0193
 AP0193  HORZ ORDER  -  FIRST
 AP0193  VERT ORDER  -  THIRD ? (See Below)
 AP0193
 AP0193.The horizontal coordinates were established by classical geodetic methods
 AP0193.and adjusted by the National Geodetic Survey in February 1996..
 AP0193
 AP0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0193.The vertical order pertains to the NGVD 29 superseded value.
 AP0193
 AP0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0193
 AP0193.The geoid height was determined by GEOID03.
 AP0193
 AP0193;                    North         East     Units Scale Factor Converg.
 AP0193;SPC TXSC     - 4,098,436.878   454,156.677   MT  0.99992169   -0 43 52.9
 AP0193;SPC TXSC     -13,446,288.32  1,490,012.36   sFT  0.99992169   -0 43 52.9
 AP0193;UTM  14      - 3,177,115.628   354,190.690   MT  0.99986237   -0 43 02.3
 AP0193
 AP0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0193!SPC TXSC     -   0.99996322  x   0.99992169  =   0.99988491
 AP0193!UTM  14      -   0.99996322  x   0.99986237  =   0.99982560
 AP0193
 AP0193|---------------------------------------------------------------------|
 AP0193| PID    Reference Object                     Distance      Geod. Az  |
 AP0193|                                                           dddmmss.s |
 AP0193| CV5452 LAPLACE RM                           39.990 METERS 00110     |
 AP0193| AP0189 EAGLE                               APPROX. 4.3 KM 0681926.3 |
 AP0193| AP0239 MINE STACK                          APPROX.23.5 KM 2302201.7 |
 AP0193| AP0238 MINE STACK                          APPROX.17.8 KM 2314159.7 |
 AP0193| AP0236 MINE SPIRE                          APPROX.16.2 KM 2321114.0 |
 AP0193| AP0237 FLAT ROOFED BUILDING CHIMNEY        APPROX.16.2 KM 2323911.7 |
 AP0193| AP0232 MINE TALLEST OF THREE STACKS        APPROX.14.2 KM 2333611.1 |
 AP0193| AP0235 EAGLE PASS CATHOLIC CH CROSS        APPROX. 1.4 KM 2581825.3 |
 AP0193| AP0234 EAGLE PASS WATER PWR PLANT STK      APPROX. 1.4 KM 2604402.4 |
 AP0193| AP0233 EAGLE PASS CONVENT CUPOLA           APPROX. 0.9 KM 2925334.9 |
 AP0193| AP0191 N EAGLE PASS PROM LATTICE ROOF      APPROX. 1.1 KM 3160726.2 |
 AP0193|---------------------------------------------------------------------|
 AP0193
 AP0193                          SUPERSEDED SURVEY CONTROL
 AP0193
 AP0193  NAD 83(1986)-  28 42 47.24288(N)    100 29 34.13499(W) AD(       ) 1
 AP0193  NAD 27      -  28 42 46.32700(N)    100 29 32.85800(W) AD(       ) 1
 AP0193  NGVD 29 (07/19/86)  256.88   (m)          842.8    (f) LEVELING    3  
 AP0193
 AP0193.Superseded values are not recommended for survey control.
 AP0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0193.See file dsdata.txt to determine how the superseded data were derived.
 AP0193
 AP0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5419177116(NAD 83)
 AP0193_MARKER: DS = TRIANGULATION STATION DISK
 AP0193_SETTING: 0 = UNSPECIFIED SETTING
 AP0193
 AP0193  HISTORY     - Date     Condition        Report By
 AP0193  HISTORY     - 1918     MONUMENTED       CGS
 AP0193  HISTORY     - 1937     POOR             TXHD
 AP0193  HISTORY     - 1937     MARK NOT FOUND   LOCSUR
 AP0193
 AP0193                          STATION DESCRIPTION
 AP0193
 AP0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0193'STATION IS ON HILLCREST, THE FIRST HILL NE OF EAGLE PASS, ABOUT
 AP0193'1/2 MILE FROM THE COURTHOUSE, 90 METERS (295 FEET) NE AND
 AP0193'24 METERS (79 FEET) S FROM THE ROAD ENCIRCLING THE HILL, 10
 AP0193'METERS (33 FEET) N OF THE RANGE FORMED BY THE STANDPIPE ON
 AP0193'THE HILL AND THE EAGLE PASS CLUBHOUSE AND ON RANGE WITH THE
 AP0193'COURTHOUSE AND THE SOUTHERN END OF THE EXPRESS OFFICE.
 AP0193'
 AP0193'STATION MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF CONCRETE.
 AP0193'
 AP0193'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 AP0193'IN OUTCROPPING BEDROCK, 4 METERS (13 FEET) N OF ROAD, 39.990
 AP0193'METERS (131.20 FEET) FROM THE STATION, N 01 DEG 10 MIN E.
 AP0193'THE STANDPIPE IS 100 METERS (328 FEET) FROM THE STATION,
 AP0193'S 48 DEG 21 MIN E, LAPLACE LATITUDE AND LONGITUDE STATION
 AP0193'IS 3.52 METERS (11.5 FEET) TRUE N FROM THE STATION.
 AP0193
 AP0193                          STATION RECOVERY (1937)
 AP0193
 AP0193'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AP0193'THE BRONZE DISKS FROM BOTH STATION AND REFERENCE MARKS, WERE
 AP0193'FOUND BROKEN BUT BOTH MARKS WERE IDENTIFIED BY THE PRESENCE
 AP0193'OF A STUB OF THE BRONZE DISK.
 AP0193
 AP0193                          STATION RECOVERY (1937)
 AP0193
 AP0193'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937
 AP0193'RECOVERED BY KARGL AERIAL SURVEYS LTD.
 AP0193'
 AP0193'STATION EASY TO LOCATE FROM WATER TOWER PLAINLY VISIBLE ON THE
 AP0193'NORTHEASTERN EDGE OF EAGLE PASS.
 AP0193'
 AP0193'THIS STATION IS AS DESCRIBED 100 METERS DISTANT NW OF THE
 AP0193'WATER TOWER.  IT IS IMMEDIATELY ACROSS THE ROAD FROM A STONE
 AP0193'FOUNDATION OF AN OLD BUILDING.
 AP0193'
 AP0193'THE STATION MARK IS LOST BUT AN IRON PIPE IN SOLID ROCK IDENTIFIES
 AP0193'POINT.
 AP0193'
 AP0193'LAPLACE LATITUDE AND LONGITUDE STATION CONSISTING OF WOODEN PIER
 AP0193'IS STILL IN EXISTENCE ABOUT 11 FEET N OF PIPE MARKER.
 AP0193'
 AP0193'REFERENCE MARK CAP BROKEN OFF BUT IRON PIPE IS STILL IN SOLID
 AP0193'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0202 ***********************************************************************
 AP0202  DESIGNATION -  LAPLACE 2
 AP0202  PID         -  AP0202
 AP0202  STATE/COUNTY-  TX/MAVERICK
 AP0202  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0202
 AP0202                         *CURRENT SURVEY CONTROL
 AP0202  ___________________________________________________________________
 AP0202* NAD 83(1993)-  28 42 48.28309(N)    100 29 32.40477(W)     ADJUSTED  
 AP0202* NAVD 88     -       255.9    (meters)     840.     (feet)  VERTCON   
 AP0202  ___________________________________________________________________
 AP0202  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AP0202  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0202
 AP0202  HORZ ORDER  -  FIRST
 AP0202
 AP0202.The horizontal coordinates were established by classical geodetic methods
 AP0202.and adjusted by the National Geodetic Survey in February 1996..
 AP0202
 AP0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0202
 AP0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0202
 AP0202.The geoid height was determined by GEOID03.
 AP0202
 AP0202;                    North         East     Units Scale Factor Converg.
 AP0202;SPC TXSC     - 4,098,468.145   454,204.643   MT  0.99992164   -0 43 52.0
 AP0202;SPC TXSC     -13,446,390.91  1,490,169.73   sFT  0.99992164   -0 43 52.0
 AP0202;UTM  14      - 3,177,146.906   354,238.646   MT  0.99986220   -0 43 01.5
 AP0202
 AP0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0202!SPC TXSC     -   0.99996339  x   0.99992164  =   0.99988503
 AP0202!UTM  14      -   0.99996339  x   0.99986220  =   0.99982560
 AP0202
 AP0202:                Primary Azimuth Mark                     Grid Az
 AP0202:SPC TXSC     -  PASS 2                                   089 34 34.1
 AP0202:UTM  14      -  PASS 2                                   089 33 43.6
 AP0202
 AP0202|---------------------------------------------------------------------|
 AP0202| PID    Reference Object                     Distance      Geod. Az  |
 AP0202|                                                           dddmmss.s |
 AP0202| AP0194 PASS 2                              APPROX. 3.4 KM 0885042.1 |
 AP0202| CV5453 LAPLACE 2 RM 2                       36.972 METERS 15953     |
 AP0202| CV5454 LAPLACE 2 RM 3                       31.466 METERS 24433     |
 AP0202|---------------------------------------------------------------------|
 AP0202
 AP0202                          SUPERSEDED SURVEY CONTROL
 AP0202
 AP0202  NAD 83(1986)-  28 42 48.27829(N)    100 29 32.38260(W) AD(       ) 1
 AP0202  NAD 27      -  28 42 47.36222(N)    100 29 31.10633(W) AD(       ) 1
 AP0202  NGVD 29 (07/19/86)  255.8    (m)          839.     (f) VERT ANG       
 AP0202
 AP0202.Superseded values are not recommended for survey control.
 AP0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0202.See file dsdata.txt to determine how the superseded data were derived.
 AP0202
 AP0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5423977147(NAD 83)
 AP0202_MARKER: DS = TRIANGULATION STATION DISK
 AP0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AP0202
 AP0202  HISTORY     - Date     Condition        Report By
 AP0202  HISTORY     - 1972     MONUMENTED       NGS
 AP0202
 AP0202                          STATION DESCRIPTION
 AP0202
 AP0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0202'THE STATION IS LOCATED IN EAGLE PASS, AT THE INTERSECTION OF COLORADO
 AP0202'STREET AND HILLCREST BOULEVARD AND WITHIN THE FENCE AROUND THE EAGLE
 AP0202'PASS MUNICIPAL WATER TANK.
 AP0202'
 AP0202'STATION MARKS ARE STANDARD DISKS, STAMPED LAPLACE 2 1972.  THE
 AP0202'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AP0202'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 55.0 FEET NORTH
 AP0202'OF THE NORTH SIDE OF THE TANK, 44.5 FEET WEST OF THE NORTH-SOUTH
 AP0202'FENCE AND 36 FEET SOUTH OF THE EAST-WEST FENCE.  THE UNDERGROUND
 AP0202'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 AP0202'THE GROUND SURFACE.
 AP0202'
 AP0202'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAPLACE 2 NO 2 1972,
 AP0202'CEMENTED IN A DRILL HOLE IN A CONCRETE DRIVEWAY FOR THE TANK.  IT IS
 AP0202'47.0 FEET EAST OF THE EAST SIDE OF THE TANK, 43.0 FEET NORTH OF THE
 AP0202'SOUTHEAST CORNER OF THE FENCE, 4.3 FEET SOUTHWEST OF THE CENTER OF
 AP0202'THE GATE AND ABOUT 2 FEET LOWER THAN THE STATION.
 AP0202'
 AP0202'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LAPLACE 2 NO 3 1972, SET
 AP0202'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AP0202'WITH THE GROUND.  IT IS 43.0 FEET SOUTH-SOUTHEAST OF THE NORTHWEST
 AP0202'CORNER OF THE FENCE, 0.8 FEET EAST OF THE WEST SIDE OF FENCE
 AP0202'AROUND THE TANK AND ABOUT 2 FEET HIGHER THAN THE STATION.
 AP0202'
 AP0202'TRIANGULATION STATION PASS 2 WILL SERVE AS AN AZIMUTH MARK.
 AP0202'
 AP0202'HEIGHT OF LIGHT ABOVE STATION MARK 18.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5679 ***********************************************************************
 AW5679  PACS        -  This is a Primary Airport Control Station.
 AW5679  DESIGNATION -  LAPORT
 AW5679  PID         -  AW5679
 AW5679  STATE/COUNTY-  TX/HARRIS
 AW5679  USGS QUAD   -  LA PORTE (1982)
 AW5679
 AW5679                         *CURRENT SURVEY CONTROL
 AW5679  ___________________________________________________________________
 AW5679* NAD 83(1993)-  29 40 08.99594(N)    095 03 53.08496(W)     ADJUSTED  
 AW5679* NAVD 88     -         7.031  (meters)      23.07   (feet)  ADJUSTED  
 AW5679  ___________________________________________________________________
 AW5679  X           -    -489,651.436 (meters)                     COMP
 AW5679  Y           -  -5,524,827.970 (meters)                     COMP
 AW5679  Z           -   3,138,551.362 (meters)                     COMP
 AW5679  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW5679  ELLIP HEIGHT-         -20.12  (meters)          (10/24/00) GPS OBS
 AW5679  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW5679  DYNAMIC HT  -           7.021 (meters)      23.03  (feet)  COMP
 AW5679  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 AW5679
 AW5679  HORZ ORDER  -  B
 AW5679  VERT ORDER  -  FIRST     CLASS II
 AW5679  ELLP ORDER  -  FOURTH    CLASS II
 AW5679
 AW5679.This mark is at La Porte Muni (T41) Airport (T41)
 AW5679
 AW5679.The horizontal coordinates were established by GPS observations
 AW5679.and adjusted by the National Geodetic Survey in February 1996..
 AW5679
 AW5679.The orthometric height was determined by differential leveling
 AW5679.and adjusted by the National Geodetic Survey in June 1991..
 AW5679
 AW5679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5679
 AW5679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5679
 AW5679.The ellipsoidal height was determined by GPS observations
 AW5679.and is referenced to NAD 83.
 AW5679
 AW5679.The geoid height was determined by GEOID03.
 AW5679
 AW5679.The dynamic height is computed by dividing the NAVD 88
 AW5679.geopotential number by the normal gravity value computed on the
 AW5679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5679.degrees latitude (g = 980.6199 gals.).
 AW5679
 AW5679.The modeled gravity was interpolated from observed gravity values.
 AW5679
 AW5679;                    North         East     Units Scale Factor Converg.
 AW5679;SPC TXSC     - 4,209,867.601   980,833.623   MT  0.99988020   +1 55 40.6
 AW5679;SPC TXSC     -13,811,873.95  3,217,951.64   sFT  0.99988020   +1 55 40.6
 AW5679;UTM  15      - 3,283,909.793   300,180.613   MT  1.00009267   -1 01 20.5
 AW5679
 AW5679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5679!SPC TXSC     -   1.00000316  x   0.99988020  =   0.99988336
 AW5679!UTM  15      -   1.00000316  x   1.00009267  =   1.00009583
 AW5679
 AW5679:                Primary Azimuth Mark                     Grid Az
 AW5679:SPC TXSC     -  LA PORTE                                 189 52 41.8
 AW5679:UTM  15      -  LA PORTE                                 192 49 42.9
 AW5679
 AW5679|---------------------------------------------------------------------|
 AW5679| PID    Reference Object                     Distance      Geod. Az  |
 AW5679|                                                           dddmmss.s |
 AW5679| AW1275 LA PORTE                            474.485 METERS 1914822.4 |
 AW5679| AW5680 LAPORT AZ MK                        498.266 METERS 3043348.7 |
 AW5679|---------------------------------------------------------------------|
 AW5679
 AW5679                          SUPERSEDED SURVEY CONTROL
 AW5679
 AW5679  ELLIP H (02/20/96)  -19.98   (m)                       GP(       ) 3 2
 AW5679  NAD 83(1993)-  29 40 08.99668(N)    095 03 53.08693(W) AD(       ) 3
 AW5679  ELLIP H (02/16/96)  -20.18   (m)                       GP(       ) 5 1
 AW5679  ELLIP H (01/21/93)  -20.22   (m)                       GP(       ) 4 2
 AW5679  NAD 83(1986)-  29 40 09.01103(N)    095 03 53.06797(W) AD(       ) 3
 AW5679  NAD 83(1986)-  29 40 09.01166(N)    095 03 53.07006(W) AD(       ) 3
 AW5679  NAVD 88 (05/14/97)    7.03   (m)           23.1    (f) LEVELING    3  
 AW5679  NGVD 29 (12/23/87)    7.028  (m)           23.06   (f) ADJUSTED    1 2
 AW5679
 AW5679.Superseded values are not recommended for survey control.
 AW5679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5679.See file dsdata.txt to determine how the superseded data were derived.
 AW5679
 AW5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0018183910(NAD 83)
 AW5679_MARKER: I = METAL ROD
 AW5679_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5679_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5679_STAMPING: L-PORT 1987
 AW5679_MARK LOGO: NGS   
 AW5679_PROJECTION: RECESSED 2 CENTIMETERS
 AW5679_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5679+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1996
 AW5679_ROD/PIPE-DEPTH: 11.0 meters
 AW5679_SLEEVE-DEPTH  : 1.5 meters
 AW5679
 AW5679  HISTORY     - Date     Condition        Report By
 AW5679  HISTORY     - 1987     MONUMENTED       NGS
 AW5679  HISTORY     - 1987     GOOD             NGS
 AW5679  HISTORY     - 19950911 GOOD             NGS
 AW5679  HISTORY     - 19960320 GOOD             NGS
 AW5679  HISTORY     - 20000509 GOOD             TXDOT
 AW5679  HISTORY     - 20060826 MARK NOT FOUND   INDIV
 AW5679
 AW5679                          STATION DESCRIPTION
 AW5679
 AW5679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5679'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 AW5679'SOUTHWEST OF BAYTOWN, 6.4 KM (4.0 MI) SOUTHEAST OF DEER PARK, 4.8
 AW5679'KM (3.0 MI) WEST OF LA PORTE AND AT THE LA PORTE MUNICIPAL AIRPORT
 AW5679'IN THE WEST ANGLE OF THE JUNCTION OF THE RUNWAYS.
 AW5679'OWNERSHIP--CITY OF LA PORTE, C/O JACK OWEN, AIRPORT MANAGER, PO
 AW5679'BOX 1115, LA PORTE TX 77571, PHONE 713-471-5020.
 AW5679'
 AW5679'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 225 AND
 AW5679'STATE HIGHWAY 146, ON THE WEST SIDE OF LA PORTE, GO SOUTH ON STATE
 AW5679'HIGHWAY 146 FOR 2.6 KM (1.6 MI) TO SPENCER HIGHWAY.  TURN RIGHT AND
 AW5679'GO WEST ON SPENCER HIGHWAY FOR 3.6 KM (2.25 MI) TO THE AIRPORT
 AW5679'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT FOR ABOUT 9.1 METERS (30.0
 AW5679'FT) TO A GATE (COMBINATION 5020).  TURN LEFT THRU THE GATE FOR 0.3
 AW5679'KM (0.2 MI), FOLLOWING A DIRT ROAD AND PASSING TO THE EAST AND
 AW5679'NORTH SIDES OF TWO HANGARS TO A TAXIWAY.  TURN RIGHT AND GO NORTH
 AW5679'FOR 0.1 KM (0.05 MI), THEN RIGHT AND GO NORTHEAST ON THE TAXIWAY
 AW5679'FOR 0.3 KM (0.2 MI) TO A TAXIWAY ON THE LEFT LEADING NORTHWEST.
 AW5679'TURN LEFT, CROSSING RUNWAY 4/22, FOR 0.1 KM (0.05 MI) TO THE
 AW5679'STATION ON THE RIGHT.
 AW5679'
 AW5679'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5679'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW5679'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5679'LOGO CAP STAMPED---LAPORT 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW5679'THE GROUND SURFACE.  LOCATED 35.8 METERS (117.5 FT) NORTH-NORTHEAST
 AW5679'OF THE CENTERLINE OF TAXIWAY, 26.5 METERS (86.9 FT) NORTHWEST OF
 AW5679'THE CENTERLINE OF THE NORTHEAST/SOUTHWEST RUNWAY AND 25.5 METERS
 AW5679'(83.7 FT) SOUTH-SOUTHWEST OF THE NORTHWEST/SOUTHEAST RUNWAY.
 AW5679'
 AW5679'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5679'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW5679'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5679'LOGO CAP STAMPED---LAPORT AZ MK 1987---, THE ROD IS RECESSED 8 CM
 AW5679'BELOW THE GROUND SURFACE.  LOCATED
 AW5679'39.6 METERS (129.9 FT)
 AW5679'SOUTH-SOUTHWEST OF THE RUNWAY CENTERLINE, 24.2 METERS (79.4 FT)
 AW5679'SOUTHEAST OF THE TAXIWAY CENTERLINE AT THE HOLDING BARS AND 21.5
 AW5679'METERS (70.5 FT) NORTH-NORTHEAST OF THE TAXIWAY CENTERLINE.
 AW5679'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON
 AW5679'THE TAXIWAY FOR 0.5 KM (0.3 MI) TO THE MARK ON THE RIGHT.
 AW5679'
 AW5679'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW5679'
 AW5679'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5679'
 AW5679'DESCRIBED BY B.L. LAMBERT.
 AW5679
 AW5679                          STATION RECOVERY (1987)
 AW5679
 AW5679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5679'4.3 KM (2.7 MI) WEST FROM LA PORTE.
 AW5679'3.5 KM (2.2 MI) WEST ALONG SPENCER HIGHWAY FROM THE JUNCTION OF STATE
 AW5679'HIGHWAY 146 AND STATE LOOP 410 ON THE WEST SIDE OF LA PORTE, THENCE
 AW5679'0.3 KM (0.2 MI) NORTH PASSING TO THE EAST AND NORTH SIDES OF TWO
 AW5679'HANGERS TO A TAXIWAY, THENCE 0.1 KM (0.05 MI) NORTH, THENCE 0.3 KM
 AW5679'(0.2 MI) NORTHEAST ALONG A TAXIWAY TO A TAXIWAY ON THE LEFT LEADING
 AW5679'NORTHWEST TURN LEFT CROSSING RUNWAY 4/22 FOR 0.1 KM (0.05 MI)
 AW5679'NORTHWEST TO THE STATION ON THE RIGHT, 35.8 METERS (117.5 FT)
 AW5679'NORTHEAST OF THE CENTERLINE OF THE TAXIWAY, 26.5 METERS (86.9 FT)
 AW5679'NORTHWEST OF THE CENTERLINE OF THE NORTHEAST-SOUTHWEST RUNWAY,
 AW5679'25.5 METERS (83.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AW5679'NORTHWEST-SOUTHEAST RUNWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5679'THROUGH A 5-INCH LOGO CAP.
 AW5679'THE MARK IS ABOVE LEVEL WITH TAXIWAY.
 AW5679
 AW5679                          STATION RECOVERY (1995)
 AW5679
 AW5679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AW5679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED) RECOVERED AS
 AW5679'DESCRIBED.
 AW5679
 AW5679                          STATION RECOVERY (1996)
 AW5679
 AW5679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 AW5679'RECOVERED AS DESCRIBED.  THIS IS A PAC STATION.
 AW5679
 AW5679                          STATION RECOVERY (2000)
 AW5679
 AW5679'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW5679'CONTACT CITY OF LAPORTE, BILLY DAVENPORT, FOR ACCESS.
 AW5679
 AW5679                          STATION RECOVERY (2006)
 AW5679
 AW5679'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AW5679'NEW CONSTRUCTION AT AIRPORT AT LOCATION OF MONUMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5680 ***********************************************************************
 AW5680  SACS        -  This is a Secondary Airport Control Station.
 AW5680  DESIGNATION -  LAPORT AZ MK
 AW5680  PID         -  AW5680
 AW5680  STATE/COUNTY-  TX/HARRIS
 AW5680  USGS QUAD   -  LA PORTE (1982)
 AW5680
 AW5680                         *CURRENT SURVEY CONTROL
 AW5680  ___________________________________________________________________
 AW5680* NAD 83(1993)-  29 40 18.17623(N)    095 04 08.34447(W)     ADJUSTED  
 AW5680* NAVD 88     -         6.610  (meters)      21.69   (feet)  ADJUSTED  
 AW5680  ___________________________________________________________________
 AW5680  X           -    -490,047.768 (meters)                     COMP
 AW5680  Y           -  -5,524,651.991 (meters)                     COMP
 AW5680  Z           -   3,138,796.760 (meters)                     COMP
 AW5680  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW5680  ELLIP HEIGHT-         -20.54  (meters)          (07/20/01) GPS OBS
 AW5680  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW5680  DYNAMIC HT  -           6.601 (meters)      21.66  (feet)  COMP
 AW5680  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 AW5680
 AW5680  HORZ ORDER  -  FIRST
 AW5680  VERT ORDER  -  FIRST     CLASS II
 AW5680  ELLP ORDER  -  FOURTH    CLASS II
 AW5680
 AW5680.This mark is at La Porte Muni (T41) Airport (T41)
 AW5680
 AW5680.The horizontal coordinates were established by GPS observations
 AW5680.and adjusted by the National Geodetic Survey in May 1997..
 AW5680
 AW5680.The orthometric height was determined by differential leveling
 AW5680.and adjusted by the National Geodetic Survey in June 1991..
 AW5680
 AW5680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5680
 AW5680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5680
 AW5680.The ellipsoidal height was determined by GPS observations
 AW5680.and is referenced to NAD 83.
 AW5680
 AW5680.The geoid height was determined by GEOID03.
 AW5680
 AW5680.The dynamic height is computed by dividing the NAVD 88
 AW5680.geopotential number by the normal gravity value computed on the
 AW5680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5680.degrees latitude (g = 980.6199 gals.).
 AW5680
 AW5680.The modeled gravity was interpolated from observed gravity values.
 AW5680
 AW5680;                    North         East     Units Scale Factor Converg.
 AW5680;SPC TXSC     - 4,210,136.280   980,414.075   MT  0.99988046   +1 55 33.1
 AW5680;SPC TXSC     -13,812,755.45  3,216,575.18   sFT  0.99988046   +1 55 33.1
 AW5680;UTM  15      - 3,284,199.773   299,775.364   MT  1.00009467   -1 01 28.4
 AW5680
 AW5680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5680!SPC TXSC     -   1.00000323  x   0.99988046  =   0.99988369
 AW5680!UTM  15      -   1.00000323  x   1.00009467  =   1.00009790
 AW5680
 AW5680:                Primary Azimuth Mark                     Grid Az
 AW5680:SPC TXSC     -  LAPORT                                   122 38 08.0
 AW5680:UTM  15      -  LAPORT                                   125 35 09.5
 AW5680
 AW5680|---------------------------------------------------------------------|
 AW5680| PID    Reference Object                     Distance      Geod. Az  |
 AW5680|                                                           dddmmss.s |
 AW5680| AW5679 LAPORT                              498.266 METERS 1243341.1 |
 AW5680|---------------------------------------------------------------------|
 AW5680
 AW5680                          SUPERSEDED SURVEY CONTROL
 AW5680
 AW5680  ELLIP H (05/14/97)  -20.41   (m)                       GP(       ) 4 2
 AW5680  NAD 83(1993)-  29 40 18.17676(N)    095 04 08.34718(W) AD(       ) 3
 AW5680  ELLIP H (02/16/96)  -20.61   (m)                       GP(       ) 5 1
 AW5680  ELLIP H (01/21/93)  -20.59   (m)                       GP(       ) 4 2
 AW5680  NAD 83(1986)-  29 40 18.19111(N)    095 04 08.32818(W) AD(       ) 3
 AW5680  NAD 83(1986)-  29 40 18.19187(N)    095 04 08.32813(W) AD(       ) 3
 AW5680  NAVD 88 (05/14/97)    6.61   (m)           21.7    (f) LEVELING    3  
 AW5680  NGVD 29 (12/23/87)    6.607  (m)           21.68   (f) ADJUSTED    1 2
 AW5680
 AW5680.Superseded values are not recommended for survey control.
 AW5680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5680.See file dsdata.txt to determine how the superseded data were derived.
 AW5680
 AW5680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9977584200(NAD 83)
 AW5680_MARKER: I = METAL ROD
 AW5680_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5680_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5680_STAMPING: L-PORT AZ MK 1987
 AW5680_MARK LOGO: NGS   
 AW5680_PROJECTION: FLUSH
 AW5680_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5680+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1995
 AW5680_ROD/PIPE-DEPTH: 7.3  meters
 AW5680_SLEEVE-DEPTH  : 1.5 meters
 AW5680
 AW5680  HISTORY     - Date     Condition        Report By
 AW5680  HISTORY     - 1987     MONUMENTED       NGS
 AW5680  HISTORY     - 1987     GOOD             NGS
 AW5680  HISTORY     - 19950911 GOOD             NGS
 AW5680  HISTORY     - 20000509 GOOD             TXDOT
 AW5680
 AW5680                          STATION DESCRIPTION
 AW5680
 AW5680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5680'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 AW5680'SOUTHWEST OF BAYTOWN, 6.4 KM (4.0 MI) SOUTHEAST OF DEER PARK,
 AW5680'4.8 KM (3.0 MI) WEST OF LA PORTE
 AW5680'AND AT THE LA PORTE MUNICIPAL AIRPORT IN THE WEST ANGLE OF THE
 AW5680'JUNCTION OF THE RUNWAYS.
 AW5680'OWNERSHIP--CITY OF LA PORTE, C/O JACK OWEN, AIRPORT MANAGER, PO
 AW5680'BOX 1115, LA PORTE TX 77571, PHONE 713-471-5020.
 AW5680'
 AW5680'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 225 AND
 AW5680'STATE HIGHWAY 146, ON THE WEST SIDE OF LA PORTE, GO SOUTH ON STATE
 AW5680'HIGHWAY 146 FOR 2.6 KM (1.6 MI) TO SPENCER HIGHWAY.  TURN RIGHT AND
 AW5680'GO WEST ON SPENCER HIGHWAY FOR 3.6 KM (2.25 MI) TO THE AIRPORT
 AW5680'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT FOR ABOUT 9.1 METERS (30.0
 AW5680'FT) TO A GATE (COMBINATION 5020).  TURN LEFT THRU THE GATE FOR 0.3
 AW5680'KM (0.2 MI), FOLLOWING A DIRT ROAD AND PASSING TO THE EAST AND
 AW5680'NORTH SIDES OF TWO HANGARS TO A TAXIWAY.  TURN RIGHT AND GO NORTH
 AW5680'FOR 0.1 KM (0.05 MI), THEN RIGHT AND GO NORTHEAST ON THE TAXIWAY
 AW5680'FOR 0.3 KM ((0.2 MI) TO A TAXIWAY ON THE LEFT LEADING NORTHWEST.
 AW5680'TURN LEFT, CROSSING RUNWAY, FOR 0.5 KM (0.3 MI) TO THE STATION ON
 AW5680'THE RIGHT.
 AW5680'
 AW5680'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5680'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW5680'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5680'LOGO CAP STAMPED---LAPORT AZ MK 1987---, THE ROD IS RECESSED 8 CM
 AW5680'BELOW THE GROUND SURFACE.  LOCATED
 AW5680'39.6 METERS (129.9 FT) SOUTH-SOUTHWEST OF
 AW5680'THE RUNWAY CENTERLINE, 24.2 METERS (79.4 FT) SOUTHEAST OF THE
 AW5680'TAXIWAY CENTERLINE AT THE HOLDING BARS AND 21.5 METERS (70.5 FT)
 AW5680'NORTH-NORTHEAST OF THE TAXIWAY CENTERLINE.
 AW5680'
 AW5680'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW5680'
 AW5680'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5680'
 AW5680'DESCRIBED BY B.L. LAMBERT.
 AW5680
 AW5680                          STATION RECOVERY (1987)
 AW5680
 AW5680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5680'4.8 KM (3.0 MI) WEST FROM LA PORTE.
 AW5680'3.5 KM (2.2 MI) WEST ALONG SPENCER HIGHWAY FROM THE JUNCTION OF STATE
 AW5680'HIGHWAY 146 AND STATE LOOP 410 ON THE WEST SIDE OF LA PORTE, THENCE
 AW5680'0.3 KM (0.2 MI) NORTH PASSING TO THE EAST AND NORTH SIDES OF TWO
 AW5680'HANGERS TO A TAXIWAY, THENCE 0.1 KM (0.05 MI) NORTH, THENCE O.S KM
 AW5680'(0.2 MI) NORTHEAST ALONG TAXIWAY TO A TAXIWAY ON THE LEFT LEADING
 AW5680'NORTHWEST, TURN LEFT CROSSING RUNWAY 4/22 AND FOLLOWING THE NORTHWEST
 AW5680'TAXIWAY FOR 0.6 KM (0.4 MI) TO THE MARK ON THE RIGHT AND THE END OF
 AW5680'THE RUNWAY AND TAXIWAY, 39.6 METERS (129.9 FT) SOUTHWEST OF THE
 AW5680'CENTERLINE OF THE MAIN RUNWAY, 24.2 METERS (79.4 FT) SOUTHEAST OF THE
 AW5680'CENTERLINE OF THE ENTRANCE RAMP TO THE MAIN RUNWAY, 21.5 METERS (70.5
 AW5680'FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY.  NOTE--ACCESS TO DATUM
 AW5680'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5680'THE MARK IS ABOVE LEVEL WITH TAXIWAY.
 AW5680
 AW5680                          STATION RECOVERY (1995)
 AW5680
 AW5680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AW5680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED) .  RECOVERED AS
 AW5680'DESCRIBED WITH CHANGES.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AW5680'(SACS) .
 AW5680
 AW5680                          STATION RECOVERY (2000)
 AW5680
 AW5680'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW5680'CONTACT CITY OF LAPORTE, BILLY DAVENPORT, FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1375 ***********************************************************************
 AJ1375  DESIGNATION -  LAREDO
 AJ1375  PID         -  AJ1375
 AJ1375  STATE/COUNTY-  TX/WEBB
 AJ1375  USGS QUAD   -  LAREDO EAST (1980)
 AJ1375
 AJ1375                         *CURRENT SURVEY CONTROL
 AJ1375  ___________________________________________________________________
 AJ1375* NAD 83(1993)-  27 30 38.10936(N)    099 29 17.78272(W)     ADJUSTED  
 AJ1375* NAVD 88     -       151.77   (+/-2cm)     497.9    (feet)  VERTCON   
 AJ1375  ___________________________________________________________________
 AJ1375  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 AJ1375  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AJ1375
 AJ1375  HORZ ORDER  -  FIRST
 AJ1375  VERT ORDER  -  THIRD ? (See Below)
 AJ1375
 AJ1375.The horizontal coordinates were established by classical geodetic methods
 AJ1375.and adjusted by the National Geodetic Survey in February 1996..
 AJ1375
 AJ1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1375.The vertical order pertains to the NGVD 29 superseded value.
 AJ1375
 AJ1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1375
 AJ1375.The geoid height was determined by GEOID03.
 AJ1375
 AJ1375;                    North         East     Units Scale Factor Converg.
 AJ1375;SPC TX S     - 5,204,675.781   202,363.403   MT  0.99993418   -0 26 55.3
 AJ1375;SPC TX S     -17,075,673.79    663,920.60   sFT  0.99993418   -0 26 55.3
 AJ1375;UTM  14      - 3,043,084.306   451,776.280   MT  0.99962870   -0 13 32.0
 AJ1375
 AJ1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1375!SPC TX S     -   0.99997992  x   0.99993418  =   0.99991410
 AJ1375!UTM  14      -   0.99997992  x   0.99962870  =   0.99960863
 AJ1375
 AJ1375:                Primary Azimuth Mark                     Grid Az
 AJ1375:SPC TX S     -  WINDMILL NW OF STA DOLORES               176 57 50.5
 AJ1375:UTM  14      -  WINDMILL NW OF STA DOLORES               176 44 27.2
 AJ1375
 AJ1375|---------------------------------------------------------------------|
 AJ1375| PID    Reference Object                     Distance      Geod. Az  |
 AJ1375|                                                           dddmmss.s |
 AJ1375| AJ1406 WINDMILL NW OF STA DOLORES          APPROX.18.8 KM 1763055.2 |
 AJ1375| CV2559 LAREDO RM                            11.525 METERS 18342     |
 AJ1375| AJ1431 LAREDO CATHOLIC CHURCH STEEPLE      APPROX. 1.9 KM 2415511.5 |
 AJ1375| AJ1433 CENTRAL LAREDO WATERWKS STK         APPROX. 2.2 KM 2422310.5 |
 AJ1375| AJ1430 CENTRAL LAREDO WATERWKS SPIPE       APPROX. 2.2 KM 2432821.3 |
 AJ1375| AJ1432 NUEVO LAREDO PRESBYTERIAN CH        APPROX. 1.5 KM 2612541.2 |
 AJ1375|---------------------------------------------------------------------|
 AJ1375
 AJ1375                          SUPERSEDED SURVEY CONTROL
 AJ1375
 AJ1375  NAD 83(1986)-  27 30 38.10597(N)    099 29 17.75577(W) AD(       ) 1
 AJ1375  NAD 27      -  27 30 37.04200(N)    099 29 16.60900(W) AD(       ) 1
 AJ1375  NGVD 29 (07/19/86)  151.80   (m)          498.0    (f) LEVELING    3  
 AJ1375
 AJ1375.Superseded values are not recommended for survey control.
 AJ1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1375.See file dsdata.txt to determine how the superseded data were derived.
 AJ1375
 AJ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5177643084(NAD 83)
 AJ1375_MARKER: DS = TRIANGULATION STATION DISK
 AJ1375_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1375
 AJ1375  HISTORY     - Date     Condition        Report By
 AJ1375  HISTORY     - 1917     MONUMENTED       CGS
 AJ1375  HISTORY     - 1939     SEE DESCRIPTION  TXHD
 AJ1375  HISTORY     - 1940     SEE DESCRIPTION  TXHD
 AJ1375  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ1375
 AJ1375                          STATION DESCRIPTION
 AJ1375
 AJ1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1375'STATION IS ON THE SOUTHERN END OF A GROUP OF KNOBS IN THE
 AJ1375'E SUBURBS OF LAREDO 200 METERS (656 FEET) W OF A WINDMILL,
 AJ1375'AND ON A RANGE WITH THE MEXICAN PRESBYTERIAN CHURCH AND ABOUT
 AJ1375'HALFWAY BETWEEN THE RADIO MASTS.  THE STATION IS ON THE HIGHEST
 AJ1375'PART OF THE HILL AND ABOUT 15 METERS (49 FEET) S OF THE
 AJ1375'ROAD PASSING OVER THE HILL.
 AJ1375'
 AJ1375'STATION IS MARKED BY A STANDARD DISK SET IN OUTCROPPING
 AJ1375'BEDROCK.
 AJ1375'
 AJ1375'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AJ1375'11.525 METERS (37.81 FEET) FROM THE STATION, S 3 DEG 42 MIN W.
 AJ1375'
 AJ1375'THE STATION WAS REPORTED DESTROYED IN 1922.
 AJ1375'
 AJ1375'ELEVATION OF STATION, 151.80 METERS (498.0 FEET).
 AJ1375
 AJ1375                          STATION RECOVERY (1939)
 AJ1375
 AJ1375'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1939 (FMP)
 AJ1375'LETTER OF MR. FRED M. PERCIVAL, RESIDENT ENGINEER, STATE
 AJ1375'HIGHWAY DEPT., P.O. BOX 592, LAREDO, TEXAS, DATED OCTOBER 8,
 AJ1375'1939--THE STATION AT LAREDO IS DESTROYED.
 AJ1375
 AJ1375                          STATION RECOVERY (1940)
 AJ1375
 AJ1375'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1940 (FMP)
 AJ1375'LETTER FROM MR. PERCIVAL DATED NOVEMBER 1, 1940--THE STATION
 AJ1375'LAREDO IS LOST ENTIRELY, THE LOCALITY HAVING BEEN CONSIDERABLY
 AJ1375'BUILT UP SINCE ITS PLACEMENT.
 AJ1375
 AJ1375                          STATION RECOVERY (2002)
 AJ1375
 AJ1375'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1379 ***********************************************************************
 AJ1379  DESIGNATION -  LAREDO AFB TANK
 AJ1379  PID         -  AJ1379
 AJ1379  STATE/COUNTY-  TX/WEBB
 AJ1379  USGS QUAD   -  LAREDO EAST (1980)
 AJ1379
 AJ1379                         *CURRENT SURVEY CONTROL
 AJ1379  ___________________________________________________________________
 AJ1379* NAD 83(1993)-  27 32 40.45940(N)    099 28 19.59895(W)     ADJUSTED  
 AJ1379* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1379  ___________________________________________________________________
 AJ1379  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AJ1379  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AJ1379
 AJ1379  HORZ ORDER  -  THIRD
 AJ1379
 AJ1379.This mark is at Laredo Intl (LRD) Airport (LRD)
 AJ1379
 AJ1379.The horizontal coordinates were established by classical geodetic methods
 AJ1379.and adjusted by the National Geodetic Survey in February 1996..
 AJ1379
 AJ1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1379
 AJ1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1379
 AJ1379.The geoid height was determined by GEOID03.
 AJ1379
 AJ1379;                    North         East     Units Scale Factor Converg.
 AJ1379;SPC TX S     - 5,208,429.096   203,989.122   MT  0.99993962   -0 26 28.8
 AJ1379;SPC TX S     -17,087,987.79    669,254.31   sFT  0.99993962   -0 26 28.8
 AJ1379;UTM  14      - 3,046,842.759   453,386.875   MT  0.99962682   -0 13 06.0
 AJ1379
 AJ1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1379!SPC TX S     -   1.00000378  x   0.99993962  =   0.99994340
 AJ1379!UTM  14      -   1.00000378  x   0.99962682  =   0.99963059
 AJ1379
 AJ1379                          SUPERSEDED SURVEY CONTROL
 AJ1379
 AJ1379  NAD 83(1986)-  27 32 40.45587(N)    099 28 19.57247(W) AD(       ) 4
 AJ1379  NAD 27      -  27 32 39.39458(N)    099 28 18.42869(W) AD(       ) 3
 AJ1379  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1379
 AJ1379.Superseded values are not recommended for survey control.
 AJ1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1379.See file dsdata.txt to determine how the superseded data were derived.
 AJ1379
 AJ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5338746843(NAD 83)
 AJ1379_MARKER: 53 = ELEVATED TANK
 AJ1379_SETTING: 0 = UNSPECIFIED SETTING
 AJ1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1379+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1379
 AJ1379  HISTORY     - Date     Condition        Report By
 AJ1379  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1379  HISTORY     - 1983     GOOD             NGS
 AJ1379  HISTORY     - 20020502 GOOD             USPSQD
 AJ1379
 AJ1379                          STATION DESCRIPTION
 AJ1379
 AJ1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1379'THE STATION, LAREDO AIR FORCE BASE WATER TANK, IS THE CENTER OF THE
 AJ1379'TOP OF AN ELEVATED TANK THAT IS PAINTED RED AND WHITE IN A CHECKERED
 AJ1379'PATTERN AND IS ABOUT 130 FEET HIGH.  IT IS ABOUT 1/2 MILE NORTH OF
 AJ1379'U.S. HIGHWAY 59, IN THE EAST SECTION OF LAREDO AND ON PROPERTY OF
 AJ1379'THE U.S. AIR FORCE.
 AJ1379
 AJ1379                          STATION RECOVERY (1983)
 AJ1379
 AJ1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 AJ1379'STATION RECOVERED AS DESCRIBED.
 AJ1379'
 AJ1379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAREDO.
 AJ1379
 AJ1379                          STATION RECOVERY (2002)
 AJ1379
 AJ1379'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1371 ***********************************************************************
 AJ1371  DESIGNATION -  LAREDO ATT MICROWAVE
 AJ1371  PID         -  AJ1371
 AJ1371  STATE/COUNTY-  TX/WEBB
 AJ1371  USGS QUAD   -  TIOS CREEK (1965)
 AJ1371
 AJ1371                         *CURRENT SURVEY CONTROL
 AJ1371  ___________________________________________________________________
 AJ1371* NAD 83(1993)-  27 35 02.48298(N)    099 18 02.47509(W)     ADJUSTED  
 AJ1371* NAVD 88     -         0.     (meters)       0.     (feet)  VERTCON   
 AJ1371  ___________________________________________________________________
 AJ1371  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AJ1371  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AJ1371
 AJ1371  HORZ ORDER  -  THIRD
 AJ1371
 AJ1371.The horizontal coordinates were established by classical geodetic methods
 AJ1371.and adjusted by the National Geodetic Survey in February 1996..
 AJ1371
 AJ1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1371
 AJ1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1371
 AJ1371.The geoid height was determined by GEOID03.
 AJ1371
 AJ1371;                    North         East     Units Scale Factor Converg.
 AJ1371;SPC TX S     - 5,212,681.503   220,947.289   MT  0.99994637   -0 21 48.7
 AJ1371;SPC TX S     -17,101,939.23    724,891.23   sFT  0.99994637   -0 21 48.7
 AJ1371;UTM  14      - 3,051,159.922   470,322.814   MT  0.99961087   -0 08 21.2
 AJ1371
 AJ1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1371!SPC TX S     -   1.00000382  x   0.99994637  =   0.99995019
 AJ1371!UTM  14      -   1.00000382  x   0.99961087  =   0.99961469
 AJ1371
 AJ1371                          SUPERSEDED SURVEY CONTROL
 AJ1371
 AJ1371  NAD 83(1986)-  27 35 02.48143(N)    099 18 02.44924(W) AD(       ) 4
 AJ1371  NAD 27      -  27 35 01.43157(N)    099 18 01.31798(W) AD(       ) 3
 AJ1371  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1371
 AJ1371.Superseded values are not recommended for survey control.
 AJ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1371.See file dsdata.txt to determine how the superseded data were derived.
 AJ1371
 AJ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR7032351160(NAD 83)
 AJ1371_MARKER: 45 = MICROWAVE TOWER
 AJ1371
 AJ1371  HISTORY     - Date     Condition        Report By
 AJ1371  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1371
 AJ1371                          STATION DESCRIPTION
 AJ1371
 AJ1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1371'THE STATION, LAREDO, AMERICAN TELEPHONE AND TELEGRAPH COMPANY
 AJ1371'MICROWAVE TOWER, IS THE CENTER OF THE TOP OF A 4-LEGGED, GRAY TOWER,
 AJ1371'THAT HAS 4 LARGE REFLECTORS ON TOP AND IS 150 FEET HIGH.
 AJ1371'
 AJ1371'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND U.S. HIGHWAY
 AJ1371'59 IN LAREDO, GO EAST AND NORTHEAST ON U.S. 59 FOR 13.25 MILES TO
 AJ1371'THE TOWER ON THE RIGHT.  IT IS ABOUT 600 FEET SOUTH OF U.S. HIGHWAY
 AJ1371'59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1431 ***********************************************************************
 AJ1431  DESIGNATION -  LAREDO CATHOLIC CHURCH STEEPLE
 AJ1431  PID         -  AJ1431
 AJ1431  STATE/COUNTY-  TX/WEBB
 AJ1431  USGS QUAD   -  LAREDO WEST (1980)
 AJ1431
 AJ1431                         *CURRENT SURVEY CONTROL
 AJ1431  ___________________________________________________________________
 AJ1431* NAD 83(1993)-  27 30 08.76178(N)    099 30 19.46522(W)     ADJUSTED  
 AJ1431* NAVD 88     -                                                        
 AJ1431  ___________________________________________________________________
 AJ1431  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 AJ1431  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1431
 AJ1431  HORZ ORDER  -  THIRD
 AJ1431
 AJ1431.The horizontal coordinates were established by classical geodetic methods
 AJ1431.and adjusted by the National Geodetic Survey in February 1996..
 AJ1431
 AJ1431
 AJ1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1431
 AJ1431.The geoid height was determined by GEOID03.
 AJ1431
 AJ1431;                    North         East     Units Scale Factor Converg.
 AJ1431;SPC TX S     - 5,203,785.893   200,663.483   MT  0.99993293   -0 27 23.3
 AJ1431;SPC TX S     -17,072,754.22    658,343.44   sFT  0.99993293   -0 27 23.3
 AJ1431;UTM  14      - 3,042,188.078   450,080.354   MT  0.99963076   -0 14 00.2
 AJ1431
 AJ1431                          SUPERSEDED SURVEY CONTROL
 AJ1431
 AJ1431  NAD 83(1986)-  27 30 08.75825(N)    099 30 19.43814(W) AD(       ) 4
 AJ1431  NAD 27      -  27 30 07.68800(N)    099 30 18.29100(W) AD(       ) 3
 AJ1431
 AJ1431.Superseded values are not recommended for survey control.
 AJ1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1431.See file dsdata.txt to determine how the superseded data were derived.
 AJ1431
 AJ1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5008042188(NAD 83)
 AJ1431_MARKER: 91 = CHURCH CROSS
 AJ1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1431+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AJ1431
 AJ1431  HISTORY     - Date     Condition        Report By
 AJ1431  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1431  HISTORY     - 1944     GOOD             CGS
 AJ1431  HISTORY     - 1947     GOOD             CGS
 AJ1431  HISTORY     - 1958     GOOD             CGS
 AJ1431  HISTORY     - 20020530 GOOD             USPSQD
 AJ1431
 AJ1431                          STATION DESCRIPTION
 AJ1431
 AJ1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AJ1431'STATION RECOVERED IN GOOD CONDITION.
 AJ1431'
 AJ1431'STATION IS THE CROSS ON THE TOP OF A SILVER SPIRE RISING
 AJ1431'FROM A SQUARE CONCRETE TOWER AT THE SW CORNER OF THE CHURCH.
 AJ1431'CHURCH IS LOCATED AT THE SE CORNER OF SAN AGUSTIN AND GRANT
 AJ1431'STREETS IN THE CITY OF LAREDO AND IS KNOWN AS THE SAINT
 AJ1431'AGUSTIN CHURCH.
 AJ1431
 AJ1431                          STATION RECOVERY (1947)
 AJ1431
 AJ1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAN)
 AJ1431'THIS INTERSECTION RECOVERED IN GOOD CONDITION.  ACCORDING
 AJ1431'TO LOCAL INFORMATION IT HAS NOT BEEN CHANGED IN ANY WAY
 AJ1431'SINCE 1917.
 AJ1431'
 AJ1431'STATION IS LOCATED IN THE TOWN OF LAREDO, ON THE SECOND STREET
 AJ1431'N OF THE RIO GRANDE RIVER, TWO BLOCKS E OF THE INTERNATIONAL
 AJ1431'BRIDGE AND U.S. HIGHWAY 81, ON THE ST. AUGUSTINE CHURCH.
 AJ1431'IT IS A TALL SLENDER SPIRE WITH A CROSS AT THE TOP.
 AJ1431
 AJ1431                          STATION RECOVERY (1958)
 AJ1431
 AJ1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 AJ1431'INTERSECTION STATION RECOVERED AS DESCRIBED IN 1944 RECOVERY
 AJ1431'NOTE BY HJB.
 AJ1431
 AJ1431                          STATION RECOVERY (2002)
 AJ1431
 AJ1431'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1380 ***********************************************************************
 AJ1380  DESIGNATION -  LAREDO DEL MAR MUN TANK
 AJ1380  PID         -  AJ1380
 AJ1380  STATE/COUNTY-  TX/WEBB
 AJ1380  USGS QUAD   -  LAREDO EAST (1980)
 AJ1380
 AJ1380                         *CURRENT SURVEY CONTROL
 AJ1380  ___________________________________________________________________
 AJ1380* NAD 83(1993)-  27 34 17.31929(N)    099 28 57.42005(W)     ADJUSTED  
 AJ1380* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1380  ___________________________________________________________________
 AJ1380  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AJ1380  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AJ1380
 AJ1380  HORZ ORDER  -  THIRD
 AJ1380
 AJ1380.The horizontal coordinates were established by classical geodetic methods
 AJ1380.and adjusted by the National Geodetic Survey in February 1996..
 AJ1380
 AJ1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1380
 AJ1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1380
 AJ1380.The geoid height was determined by GEOID03.
 AJ1380
 AJ1380;                    North         East     Units Scale Factor Converg.
 AJ1380;SPC TX S     - 5,211,418.333   202,974.740   MT  0.99994417   -0 26 46.0
 AJ1380;SPC TX S     -17,097,794.98    665,926.29   sFT  0.99994417   -0 26 46.0
 AJ1380;UTM  14      - 3,049,827.089   452,361.196   MT  0.99962801   -0 13 24.2
 AJ1380
 AJ1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1380!SPC TX S     -   1.00000377  x   0.99994417  =   0.99994794
 AJ1380!UTM  14      -   1.00000377  x   0.99962801  =   0.99963178
 AJ1380
 AJ1380                          SUPERSEDED SURVEY CONTROL
 AJ1380
 AJ1380  NAD 83(1986)-  27 34 17.31564(N)    099 28 57.39395(W) AD(       ) 4
 AJ1380  NAD 27      -  27 34 16.25827(N)    099 28 56.24831(W) AD(       ) 3
 AJ1380  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1380
 AJ1380.Superseded values are not recommended for survey control.
 AJ1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1380.See file dsdata.txt to determine how the superseded data were derived.
 AJ1380
 AJ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5236149827(NAD 83)
 AJ1380_MARKER: 53 = ELEVATED TANK
 AJ1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1380+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1380
 AJ1380  HISTORY     - Date     Condition        Report By
 AJ1380  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1380  HISTORY     - 1983     GOOD             NGS
 AJ1380  HISTORY     - 20020502 GOOD             USPSQD
 AJ1380
 AJ1380                          STATION DESCRIPTION
 AJ1380
 AJ1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1380'THE STATION, LAREDO, DEL MAR HEIGHTS MUNICIPAL WATER TANK, IS THE
 AJ1380'CENTER OF THE TOP OF A 4-LEGGED ELEVATED WATER TANK THAT IS PAINTED
 AJ1380'RED AND WHITE IN A CHECKERED PATTERN AND IS 130 FEET HIGH.
 AJ1380'
 AJ1380'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND DEL MAR
 AJ1380'BOULEVARD IN THE NORTH SECTION OF LAREDO, GO EAST ON DEL MAR
 AJ1380'BOULEVARD FOR 1.25 MILES TO THE TANK ON THE LEFT, ABOUT 200 FEET
 AJ1380'NORTH OF THE STREET.
 AJ1380
 AJ1380                          STATION RECOVERY (1983)
 AJ1380
 AJ1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 AJ1380'THE STATION WAS RECOVERED AS DESCRIBED.  THE TO REACH IS ADEQUATE.
 AJ1380'
 AJ1380'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAREDO.
 AJ1380
 AJ1380                          STATION RECOVERY (2002)
 AJ1380
 AJ1380'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1436 ***********************************************************************
 AJ1436  DESIGNATION -  LAREDO N MUN TANK
 AJ1436  PID         -  AJ1436
 AJ1436  STATE/COUNTY-  TX/WEBB
 AJ1436  USGS QUAD   -  LAREDO WEST (1980)
 AJ1436
 AJ1436                         *CURRENT SURVEY CONTROL
 AJ1436  ___________________________________________________________________
 AJ1436* NAD 83(1993)-  27 34 27.70256(N)    099 30 12.03727(W)     ADJUSTED  
 AJ1436* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1436  ___________________________________________________________________
 AJ1436  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AJ1436  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AJ1436
 AJ1436  HORZ ORDER  -  THIRD
 AJ1436
 AJ1436.The horizontal coordinates were established by classical geodetic methods
 AJ1436.and adjusted by the National Geodetic Survey in February 1996..
 AJ1436
 AJ1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1436
 AJ1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1436
 AJ1436.The geoid height was determined by GEOID03.
 AJ1436
 AJ1436;                    North         East     Units Scale Factor Converg.
 AJ1436;SPC TX S     - 5,211,754.019   200,930.704   MT  0.99994467   -0 27 19.9
 AJ1436;SPC TX S     -17,098,896.31    659,220.15   sFT  0.99994467   -0 27 19.9
 AJ1436;UTM  14      - 3,050,154.727   450,316.515   MT  0.99963047   -0 13 58.8
 AJ1436
 AJ1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1436!SPC TX S     -   1.00000377  x   0.99994467  =   0.99994844
 AJ1436!UTM  14      -   1.00000377  x   0.99963047  =   0.99963423
 AJ1436
 AJ1436                          SUPERSEDED SURVEY CONTROL
 AJ1436
 AJ1436  NAD 83(1986)-  27 34 27.69861(N)    099 30 12.01124(W) AD(       ) 4
 AJ1436  NAD 27      -  27 34 26.64251(N)    099 30 10.86312(W) AD(       ) 3
 AJ1436  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1436
 AJ1436.Superseded values are not recommended for survey control.
 AJ1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1436.See file dsdata.txt to determine how the superseded data were derived.
 AJ1436
 AJ1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5031750155(NAD 83)
 AJ1436_MARKER: 53 = ELEVATED TANK
 AJ1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1436+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AJ1436
 AJ1436  HISTORY     - Date     Condition        Report By
 AJ1436  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1436  HISTORY     - 20020530 GOOD             USPSQD
 AJ1436
 AJ1436                          STATION DESCRIPTION
 AJ1436
 AJ1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1436'THE STATION, LAREDO NORTH MUNICIPAL WATER TANK, IS THE CENTER OF THE
 AJ1436'TOP OF A 6-LEGGED ELEVATED WATER TANK THAT IS PAINTED ORANGE AND
 AJ1436'WHITE IN A CHECKERED PATTERN AND IS 150 FEET HIGH.
 AJ1436'
 AJ1436'TO REACH FROM THE JUNCTION OF DEL MAR BOULEVARD AND SANTA MARIA
 AJ1436'AVENUE IN THE NORTH SECTION OF LAREDO, GO NORTH ON SANTA MARIA
 AJ1436'AVENUE FOR 0.4 MILE TO THE TANK ON THE LEFT.  IT IS ABOUT 300 FEET
 AJ1436'WEST OF INTERSTATE HIGHWAY 35 AND 0.1 MILE NORTH OF FARM ROAD
 AJ1436'1472.
 AJ1436
 AJ1436                          STATION RECOVERY (2002)
 AJ1436
 AJ1436'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1412 ***********************************************************************
 AJ1412  DESIGNATION -  LAREDO RAD STA KVOZ MAST
 AJ1412  PID         -  AJ1412
 AJ1412  STATE/COUNTY-  TX/WEBB
 AJ1412  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1412
 AJ1412                         *CURRENT SURVEY CONTROL
 AJ1412  ___________________________________________________________________
 AJ1412* NAD 83(1993)-  27 29 43.43698(N)    099 28 16.50329(W)     ADJUSTED  
 AJ1412* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1412  ___________________________________________________________________
 AJ1412  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AJ1412  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AJ1412
 AJ1412  HORZ ORDER  -  THIRD
 AJ1412
 AJ1412.The horizontal coordinates were established by classical geodetic methods
 AJ1412.and adjusted by the National Geodetic Survey in February 1996..
 AJ1412
 AJ1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1412
 AJ1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1412
 AJ1412.The geoid height was determined by GEOID03.
 AJ1412
 AJ1412;                    North         East     Units Scale Factor Converg.
 AJ1412;SPC TX S     - 5,202,980.019   204,032.117   MT  0.99993187   -0 26 27.4
 AJ1412;SPC TX S     -17,070,110.28    669,395.37   sFT  0.99993187   -0 26 27.4
 AJ1412;UTM  14      - 3,041,395.575   453,451.077   MT  0.99962675   -0 13 03.3
 AJ1412
 AJ1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1412!SPC TX S     -   1.00000377  x   0.99993187  =   0.99993564
 AJ1412!UTM  14      -   1.00000377  x   0.99962675  =   0.99963052
 AJ1412
 AJ1412                          SUPERSEDED SURVEY CONTROL
 AJ1412
 AJ1412  NAD 83(1986)-  27 29 43.43347(N)    099 28 16.47608(W) AD(       ) 4
 AJ1412  NAD 27      -  27 29 42.36994(N)    099 28 15.33476(W) AD(       ) 3
 AJ1412  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1412
 AJ1412.Superseded values are not recommended for survey control.
 AJ1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1412.See file dsdata.txt to determine how the superseded data were derived.
 AJ1412
 AJ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5345141396(NAD 83)
 AJ1412_MARKER: 42 = RADIO/TV MAST
 AJ1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1412+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1412
 AJ1412  HISTORY     - Date     Condition        Report By
 AJ1412  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1412  HISTORY     - 20020502 GOOD             USPSQD
 AJ1412
 AJ1412                          STATION DESCRIPTION
 AJ1412
 AJ1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1412'THE STATION, LAREDO KVOZ RADIO MAST, IS THE RED LIGHT ATOP A 308
 AJ1412'FEET HIGH, STEEL, GUYED MAST THAT IS PAINTED ALTERNATELY RED AND
 AJ1412'WHITE AND IS OWNED BY KVOZ RADIO CORPORATION.
 AJ1412'
 AJ1412'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 359
 AJ1412'IN THE SOUTHEAST SECTION OF LAREDO, GO SOUTH ON U.S. HIGHWAY 83 FOR
 AJ1412'0.3 MILE TO THE MAST ON THE RIGHT.  IT IS ABOUT 400 FEET NORTH OF
 AJ1412'CHACON CREEK AND 250 FEET WEST OF HIGHWAY 83.
 AJ1412
 AJ1412                          STATION RECOVERY (2002)
 AJ1412
 AJ1412'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4381 ***********************************************************************
 DF4381  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4381  DESIGNATION -  LAREDO RRP2 CORS ARP
 DF4381  CORS_ID     -  TXLR
 DF4381  PID         -  DF4381
 DF4381  STATE/COUNTY-  TX/WEBB
 DF4381  USGS QUAD   -  LAREDO EAST (1980)
 DF4381
 DF4381                         *CURRENT SURVEY CONTROL
 DF4381  ___________________________________________________________________
 DF4381* NAD 83(CORS)-  27 30 49.91332(N)    099 26 52.50981(W)     ADJUSTED  
 DF4381* NAVD 88     -       139.0    (meters)     456.     (feet)  GPS OBS   
 DF4381  ___________________________________________________________________
 DF4381  EPOCH DATE  -        2002.00
 DF4381  X           -    -929,244.312 (meters)                     COMP
 DF4381  Y           -  -5,584,121.769 (meters)                     COMP
 DF4381  Z           -   2,928,886.074 (meters)                     COMP
 DF4381  ELLIP HEIGHT-         114.91  (meters)          (03/??/03) GPS OBS
 DF4381  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 DF4381
 DF4381  HORZ ORDER  -  SPECIAL (CORS)
 DF4381  ELLP ORDER  -  SPECIAL (CORS)
 DF4381
 DF4381.ITRF positions are available for this station.
 DF4381.The coordinates were established by GPS observations
 DF4381.and adjusted by the National Geodetic Survey in March 2003..
 DF4381.The coordinates are valid at the epoch date displayed above.
 DF4381.The epoch date for horizontal control is a decimal equivalence
 DF4381.of Year/Month/Day.
 DF4381
 DF4381.The orthometric height was determined by GPS observations and a
 DF4381.high-resolution geoid model.
 DF4381
 DF4381.The PID for the CORS L1 Phase Center is DF4382.
 DF4381
 DF4381.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4381
 DF4381.The ellipsoidal height was determined by GPS observations
 DF4381.and is referenced to NAD 83.
 DF4381
 DF4381.The geoid height was determined by GEOID03.
 DF4381
 DF4381;                    North         East     Units Scale Factor Converg.
 DF4381;SPC TX S     - 5,205,008.502   206,352.795   MT  0.99993469   -0 25 49.3
 DF4381;SPC TX S     -17,076,765.39    677,009.13   sFT  0.99993469   -0 25 49.3
 DF4381
 DF4381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4381!SPC TX S     -   0.99998195  x   0.99993469  =   0.99991664
 DF4381
 DF4381                          SUPERSEDED SURVEY CONTROL
 DF4381
 DF4381.No superseded survey control is available for this station.
 DF4381
 DF4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5576343432(NAD 83)
 DF4381_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4381
 DF4381                          STATION DESCRIPTION
 DF4381
 DF4381'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4381'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4381'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4381'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4381'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4381'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4382 ***********************************************************************
 DF4382  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4382  DESIGNATION -  LAREDO RRP2 CORS L1 PHASE CENTER
 DF4382  CORS_ID     -  TXLR
 DF4382  PID         -  DF4382
 DF4382  STATE/COUNTY-  TX/WEBB
 DF4382  USGS QUAD   -  LAREDO EAST (1980)
 DF4382
 DF4382                         *CURRENT SURVEY CONTROL
 DF4382  ___________________________________________________________________
 DF4382* NAD 83(CORS)-  27 30 49.91333(N)    099 26 52.50979(W)     ADJUSTED  
 DF4382* NAVD 88     -                                                        
 DF4382  ___________________________________________________________________
 DF4382  EPOCH DATE  -        2002.00
 DF4382  X           -    -929,244.322 (meters)                     COMP
 DF4382  Y           -  -5,584,121.830 (meters)                     COMP
 DF4382  Z           -   2,928,886.107 (meters)                     COMP
 DF4382  ELLIP HEIGHT-         114.98  (meters)          (03/??/03) GPS OBS
 DF4382  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 DF4382
 DF4382  HORZ ORDER  -  SPECIAL (CORS)
 DF4382  ELLP ORDER  -  SPECIAL (CORS)
 DF4382
 DF4382.ITRF positions are available for this station.
 DF4382.The coordinates were established by GPS observations
 DF4382.and adjusted by the National Geodetic Survey in March 2003..
 DF4382.The coordinates are valid at the epoch date displayed above.
 DF4382.The epoch date for horizontal control is a decimal equivalence
 DF4382.of Year/Month/Day.
 DF4382
 DF4382
 DF4382.The PID for the CORS ARP is DF4381.
 DF4382
 DF4382.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4382
 DF4382.The ellipsoidal height was determined by GPS observations
 DF4382.and is referenced to NAD 83.
 DF4382
 DF4382.The geoid height was determined by GEOID03.
 DF4382
 DF4382;                    North         East     Units Scale Factor Converg.
 DF4382;SPC TX S     - 5,205,008.502   206,352.795   MT  0.99993469   -0 25 49.3
 DF4382;SPC TX S     -17,076,765.39    677,009.13   sFT  0.99993469   -0 25 49.3
 DF4382
 DF4382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4382!SPC TX S     -   0.99998194  x   0.99993469  =   0.99991663
 DF4382
 DF4382                          SUPERSEDED SURVEY CONTROL
 DF4382
 DF4382.No superseded survey control is available for this station.
 DF4382
 DF4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5576343432(NAD 83)
 DF4382_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF4382
 DF4382                          STATION DESCRIPTION
 DF4382
 DF4382'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF4382'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4382'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4382'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4382'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4382'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1439 ***********************************************************************
 AJ1439  DESIGNATION -  LAREDO TV STA KVTV MAST
 AJ1439  PID         -  AJ1439
 AJ1439  STATE/COUNTY-  TX/WEBB
 AJ1439  USGS QUAD   -  LAREDO WEST (1980)
 AJ1439
 AJ1439                         *CURRENT SURVEY CONTROL
 AJ1439  ___________________________________________________________________
 AJ1439* NAD 83(1993)-  27 31 12.64489(N)    099 31 20.15596(W)     ADJUSTED  
 AJ1439* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1439  ___________________________________________________________________
 AJ1439  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 AJ1439  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AJ1439
 AJ1439  HORZ ORDER  -  THIRD
 AJ1439
 AJ1439.The horizontal coordinates were established by classical geodetic methods
 AJ1439.and adjusted by the National Geodetic Survey in February 1996..
 AJ1439
 AJ1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1439
 AJ1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1439
 AJ1439.The geoid height was determined by GEOID03.
 AJ1439
 AJ1439;                    North         East     Units Scale Factor Converg.
 AJ1439;SPC TX S     - 5,205,765.467   199,013.784   MT  0.99993568   -0 27 50.8
 AJ1439;SPC TX S     -17,079,248.87    652,931.06   sFT  0.99993568   -0 27 50.8
 AJ1439;UTM  14      - 3,044,160.621   448,423.466   MT  0.99963284   -0 14 28.8
 AJ1439
 AJ1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1439!SPC TX S     -   1.00000375  x   0.99993568  =   0.99993943
 AJ1439!UTM  14      -   1.00000375  x   0.99963284  =   0.99963659
 AJ1439
 AJ1439                          SUPERSEDED SURVEY CONTROL
 AJ1439
 AJ1439  NAD 83(1986)-  27 31 12.64082(N)    099 31 20.12914(W) AD(       ) 4
 AJ1439  NAD 27      -  27 31 11.57867(N)    099 31 18.97996(W) AD(       ) 3
 AJ1439  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1439
 AJ1439.Superseded values are not recommended for survey control.
 AJ1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1439.See file dsdata.txt to determine how the superseded data were derived.
 AJ1439
 AJ1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4842344161(NAD 83)
 AJ1439_MARKER: 42 = RADIO/TV MAST
 AJ1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1439+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AJ1439
 AJ1439  HISTORY     - Date     Condition        Report By
 AJ1439  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1439  HISTORY     - 1983     GOOD             NGS
 AJ1439  HISTORY     - 20020530 GOOD             USPSQD
 AJ1439
 AJ1439                          STATION DESCRIPTION
 AJ1439
 AJ1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1439'THE STATION, LAREDO KVTV STATION MAST, IS THE RED LIGHT ATOP A 1,038
 AJ1439'FEET HIGH, STEEL, GUYED MAST THAT IS PAINTED ALTERNATELY RED AND
 AJ1439'WHITE AND OWNED BY K-6 TELEVISION COMPANY, CORPUS CRISTI, TEXAS.
 AJ1439'
 AJ1439'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND PARK STREET
 AJ1439'IN LAREDO, GO WEST ON PARK STREET FOR 0.4 MILE TO THE JUNCTION WITH
 AJ1439'SANTA MARIA AVENUE.  TURN RIGHT AND GO NORTH ON SANTA MARIA AVENUE
 AJ1439'FOR 0.2 MILE TO GONZALEZ STREET ON THE LEFT.  TURN LEFT AND GO
 AJ1439'WEST ON GONZALEZ STREET FOR 0.6 MILE TO A CROSS STREET, ANNA
 AJ1439'AVENUE.  TURN RIGHT AND GO NORTH ON ANNA AVENUE FOR 0.1 MILE TO THE
 AJ1439'MAST ON THE LEFT.  IT IS ABOUT 150 FEET WEST OF ANNA AVENUE AND
 AJ1439'45 FEET NORTH OF POGGENPOHL STREET IN THE EXTREME WEST SECTION OF
 AJ1439'LAREDO.
 AJ1439
 AJ1439                          STATION RECOVERY (1983)
 AJ1439
 AJ1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 AJ1439'STATION RECOVERED IN GOOD CONDITION.
 AJ1439'
 AJ1439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAREDO.
 AJ1439
 AJ1439                          STATION RECOVERY (2002)
 AJ1439
 AJ1439'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1377 ***********************************************************************
 AJ1377  DESIGNATION -  LAREDO USAF RADAR DOME
 AJ1377  PID         -  AJ1377
 AJ1377  STATE/COUNTY-  TX/WEBB
 AJ1377  USGS QUAD   -  LAREDO EAST (1980)
 AJ1377
 AJ1377                         *CURRENT SURVEY CONTROL
 AJ1377  ___________________________________________________________________
 AJ1377* NAD 83(1993)-  27 37 10.57100(N)    099 23 04.18739(W)     ADJUSTED  
 AJ1377* NAVD 88     -         0.     (meters)       0.     (feet)  VERTCON   
 AJ1377  ___________________________________________________________________
 AJ1377  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AJ1377  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AJ1377
 AJ1377  HORZ ORDER  -  THIRD
 AJ1377
 AJ1377.The horizontal coordinates were established by classical geodetic methods
 AJ1377.and adjusted by the National Geodetic Survey in February 1996..
 AJ1377
 AJ1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1377
 AJ1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1377
 AJ1377.The geoid height was determined by GEOID03.
 AJ1377
 AJ1377;                    North         East     Units Scale Factor Converg.
 AJ1377;SPC TX S     - 5,216,679.183   212,700.503   MT  0.99995286   -0 24 05.6
 AJ1377;SPC TX S     -17,115,054.95    697,834.90   sFT  0.99995286   -0 24 05.6
 AJ1377;UTM  14      - 3,055,124.028   462,063.247   MT  0.99961776   -0 10 41.7
 AJ1377
 AJ1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1377!SPC TX S     -   1.00000380  x   0.99995286  =   0.99995666
 AJ1377!UTM  14      -   1.00000380  x   0.99961776  =   0.99962156
 AJ1377
 AJ1377                          SUPERSEDED SURVEY CONTROL
 AJ1377
 AJ1377  NAD 83(1986)-  27 37 10.56843(N)    099 23 04.16213(W) AD(       ) 4
 AJ1377  NAD 27      -  27 37 09.52025(N)    099 23 03.03087(W) AD(       ) 3
 AJ1377  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1377
 AJ1377.Superseded values are not recommended for survey control.
 AJ1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1377.See file dsdata.txt to determine how the superseded data were derived.
 AJ1377
 AJ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6206355124(NAD 83)
 AJ1377_MARKER: 26 = SPHERICAL RADOME
 AJ1377
 AJ1377  HISTORY     - Date     Condition        Report By
 AJ1377  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1377
 AJ1377                          STATION DESCRIPTION
 AJ1377
 AJ1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1377'THE STATION, LAREDO, UNITED STATES AIR FORCE RADAR DOME, IS THE
 AJ1377'CENTER OF THE TOP OF A ROUND DOME THAT IS PAINTED WHITE AND HAS AN
 AJ1377'OVERALL HEIGHT OF 75 FEET.
 AJ1377'
 AJ1377'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND DEL MAR
 AJ1377'BOULEVARD IN THE NORTH SECTION ON LAREDO, GO EAST ON DEL MAR
 AJ1377'BOULEVARD FOR 4.4 MILES TO WHERE THE MAIN ROAD BEARS LEFT AND A
 AJ1377'SIDE ROAD RIGHT.  BEAR LEFT AND GO NORTHEASTERLY ON THE MAIN PAVED
 AJ1377'ROAD FOR 3.3 MILES TO A SIDE ROAD LEFT AT THE END OF PAVEMENT.
 AJ1377'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.5 MILE TO THE DOME ON
 AJ1377'THE RIGHT, ABOUT 200 FEET NORTHEAST, INSIDE A LOCKED AND GUARDED
 AJ1377'GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1411 ***********************************************************************
 AJ1411  DESIGNATION -  LAREDO USI AND NS MAST
 AJ1411  PID         -  AJ1411
 AJ1411  STATE/COUNTY-  TX/WEBB
 AJ1411  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1411
 AJ1411                         *CURRENT SURVEY CONTROL
 AJ1411  ___________________________________________________________________
 AJ1411* NAD 83(1993)-  27 27 27.49817(N)    099 25 12.17157(W)     ADJUSTED  
 AJ1411* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1411  ___________________________________________________________________
 AJ1411  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AJ1411  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AJ1411
 AJ1411  HORZ ORDER  -  THIRD
 AJ1411
 AJ1411.The horizontal coordinates were established by classical geodetic methods
 AJ1411.and adjusted by the National Geodetic Survey in February 1996..
 AJ1411
 AJ1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1411
 AJ1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1411
 AJ1411.The geoid height was determined by GEOID03.
 AJ1411
 AJ1411;                    North         East     Units Scale Factor Converg.
 AJ1411;SPC TX S     - 5,198,758.204   209,060.841   MT  0.99992642   -0 25 03.7
 AJ1411;SPC TX S     -17,056,259.21    685,893.78   sFT  0.99992642   -0 25 03.7
 AJ1411;UTM  14      - 3,037,194.708   458,494.707   MT  0.99962126   -0 11 37.3
 AJ1411
 AJ1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1411!SPC TX S     -   1.00000378  x   0.99992642  =   0.99993020
 AJ1411!UTM  14      -   1.00000378  x   0.99962126  =   0.99962504
 AJ1411
 AJ1411                          SUPERSEDED SURVEY CONTROL
 AJ1411
 AJ1411  NAD 83(1986)-  27 27 27.49522(N)    099 25 12.14385(W) AD(       ) 4
 AJ1411  NAD 27      -  27 27 26.43338(N)    099 25 11.00153(W) AD(       ) 3
 AJ1411  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1411
 AJ1411.Superseded values are not recommended for survey control.
 AJ1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1411.See file dsdata.txt to determine how the superseded data were derived.
 AJ1411
 AJ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5849537195(NAD 83)
 AJ1411_MARKER: 41 = ANTENNA MAST
 AJ1411
 AJ1411  HISTORY     - Date     Condition        Report By
 AJ1411  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1411
 AJ1411                          STATION DESCRIPTION
 AJ1411
 AJ1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1411'THE STATION, LAREDO UNITED STATES IMMIGRATION AND NATURALIZATION
 AJ1411'SERVICE, BORDER PATROL MAST, IS THE CENTER OF THE TOP OF A STEEL,
 AJ1411'GUYED MAST THAT IS PAINTED ALTERNATELY RED AND WHITE, IS 250 FEET
 AJ1411'HIGH AND IS OWNED BY THE U.S. IMMIGRATION AND NATURALIZATION
 AJ1411'SERVICE.
 AJ1411'
 AJ1411'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 359
 AJ1411'IS THE SOUTHEAST SECTION OF LAREDO, GO SOUTH ON U.S. HIGHWAY 83 FOR
 AJ1411'1.6 MILES TO A GRAVELED SIDE ROAD LEFT.  BEAR LEFT AND CONTINUE
 AJ1411'SOUTHERLY ON THE GRAVELED ROAD FOR 0.2 MILE TO A GRAVELED SIDE
 AJ1411'ROAD LEFT.  TURN LEFT AND GO EAST ON A GRAVELED AND GRADED ROAD
 AJ1411'FOR 0.8 MILE.  TURN RIGHT, THENCE LEFT ACROSS A CATTLE GUARD AND
 AJ1411'FOLLOW THE MAIN ROAD SOUTHEASTERLY FOR 2.9 MILES TO THE MAST ON
 AJ1411'THE LEFT, ABOUT 1/4 MILE NORTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1438 ***********************************************************************
 AJ1438  DESIGNATION -  LAREDO VU MORE CABLE TV MAST
 AJ1438  PID         -  AJ1438
 AJ1438  STATE/COUNTY-  TX/WEBB
 AJ1438  USGS QUAD   -  LAREDO WEST (1980)
 AJ1438
 AJ1438                         *CURRENT SURVEY CONTROL
 AJ1438  ___________________________________________________________________
 AJ1438* NAD 83(1993)-  27 32 39.62417(N)    099 30 29.99335(W)     ADJUSTED  
 AJ1438* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1438  ___________________________________________________________________
 AJ1438  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AJ1438  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ1438
 AJ1438  HORZ ORDER  -  THIRD
 AJ1438
 AJ1438.The horizontal coordinates were established by classical geodetic methods
 AJ1438.and adjusted by the National Geodetic Survey in February 1996..
 AJ1438
 AJ1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1438
 AJ1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1438
 AJ1438.The geoid height was determined by GEOID03.
 AJ1438
 AJ1438;                    North         East     Units Scale Factor Converg.
 AJ1438;SPC TX S     - 5,208,431.458   200,411.644   MT  0.99993958   -0 27 28.0
 AJ1438;SPC TX S     -17,087,995.54    657,517.20   sFT  0.99993958   -0 27 28.0
 AJ1438;UTM  14      - 3,046,831.210   449,810.527   MT  0.99963109   -0 14 06.3
 AJ1438
 AJ1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1438!SPC TX S     -   1.00000376  x   0.99993958  =   0.99994334
 AJ1438!UTM  14      -   1.00000376  x   0.99963109  =   0.99963485
 AJ1438
 AJ1438                          SUPERSEDED SURVEY CONTROL
 AJ1438
 AJ1438  NAD 83(1986)-  27 32 39.62024(N)    099 30 29.96687(W) AD(       ) 4
 AJ1438  NAD 27      -  27 32 38.55733(N)    099 30 28.81727(W) AD(       ) 3
 AJ1438  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1438
 AJ1438.Superseded values are not recommended for survey control.
 AJ1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1438.See file dsdata.txt to determine how the superseded data were derived.
 AJ1438
 AJ1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4981146831(NAD 83)
 AJ1438_MARKER: 42 = RADIO/TV MAST
 AJ1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1438+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AJ1438
 AJ1438  HISTORY     - Date     Condition        Report By
 AJ1438  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1438  HISTORY     - 20020530 GOOD             USPSQD
 AJ1438
 AJ1438                          STATION DESCRIPTION
 AJ1438
 AJ1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1438'THE STATION, LAREDO VU-MORE CABLE TELEVISION RECEIVING MAST, IS THE
 AJ1438'CENTER OF THE TOP OF A STEEL, GUYED MAST THAT IS PAINTED ALTERNATELY
 AJ1438'RED AND WHITE, IS 338 FEET HIGH AND OWNED BY LAREDO MICROWAVE,
 AJ1438'INCORPORATED.
 AJ1438'
 AJ1438'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND CALTON ROAD
 AJ1438'IN THE NORTH SECTION OF LAREDO, GO WEST ON CALTON ROAD FOR 0.25 MILE
 AJ1438'TO THE MAST ON THE LEFT.  IT IS ABOUT 125 FEET SOUTH OF CALTON
 AJ1438'ROAD.
 AJ1438
 AJ1438                          STATION RECOVERY (2002)
 AJ1438
 AJ1438'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1483 ***********************************************************************
 AH1483  DESIGNATION -  LARGA
 AH1483  PID         -  AH1483
 AH1483  STATE/COUNTY-  TX/KLEBERG
 AH1483  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1483
 AH1483                         *CURRENT SURVEY CONTROL
 AH1483  ___________________________________________________________________
 AH1483* NAD 83(1993)-  27 28 54.04601(N)    097 27 02.70568(W)     ADJUSTED  
 AH1483* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AH1483  ___________________________________________________________________
 AH1483  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AH1483  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AH1483
 AH1483  HORZ ORDER  -  SECOND
 AH1483
 AH1483.The horizontal coordinates were established by classical geodetic methods
 AH1483.and adjusted by the National Geodetic Survey in February 1996..
 AH1483
 AH1483.The orthometric height was scaled from a topographic map.
 AH1483
 AH1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1483
 AH1483.The geoid height was determined by GEOID03.
 AH1483
 AH1483;                    North         East     Units Scale Factor Converg.
 AH1483;SPC TX S     - 5,201,521.572   403,687.171   MT  0.99992984   +0 28 34.9
 AH1483;SPC TX S     -17,065,325.36  1,324,430.33   sFT  0.99992984   +0 28 34.9
 AH1483;UTM  14      - 3,040,742.576   653,059.429   MT  0.99988918   +0 42 54.2
 AH1483
 AH1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1483!SPC TX S     -   1.00000295  x   0.99992984  =   0.99993279
 AH1483!UTM  14      -   1.00000295  x   0.99988918  =   0.99989213
 AH1483
 AH1483:                Primary Azimuth Mark                     Grid Az
 AH1483:SPC TX S     -  LARGA AZ MK                              030 20 40.3
 AH1483:UTM  14      -  LARGA AZ MK                              030 06 21.0
 AH1483
 AH1483|---------------------------------------------------------------------|
 AH1483| PID    Reference Object                     Distance      Geod. Az  |
 AH1483|                                                           dddmmss.s |
 AH1483| CV2560 LARGA AZ MK                                        0304915.2 |
 AH1483| CV2561 LARGA RM 1                           17.478 METERS 16823     |
 AH1483| CV2562 LARGA RM 2                           23.976 METERS 23623     |
 AH1483|---------------------------------------------------------------------|
 AH1483
 AH1483                          SUPERSEDED SURVEY CONTROL
 AH1483
 AH1483  NAD 83(1986)-  27 28 54.05859(N)    097 27 02.68146(W) AD(       ) 2
 AH1483  NAD 27      -  27 28 52.92300(N)    097 27 01.70900(W) AD(       ) 2
 AH1483
 AH1483.Superseded values are not recommended for survey control.
 AH1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1483.See file dsdata.txt to determine how the superseded data were derived.
 AH1483
 AH1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5305940743(NAD 83)
 AH1483_MARKER: DS = TRIANGULATION STATION DISK
 AH1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1483_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1483
 AH1483  HISTORY     - Date     Condition        Report By
 AH1483  HISTORY     - 1949     MONUMENTED       CGS
 AH1483  HISTORY     - 1949     GOOD             CGS
 AH1483
 AH1483                          STATION DESCRIPTION
 AH1483
 AH1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1483'THE STATION IS LOCATED ON THE LAURELES SECTION OF THE KING
 AH1483'RANCH AND IS ABOUT 6.0 MILES WEST OF LAGUNA MADRE, 5.5 MILES
 AH1483'SOUTH OF THE KLEBERG-NUECES COUNTY LINE, 5.0 MILES SOUTHEAST
 AH1483'OF THE LAURELES RANCH HOUSE.  IT IS 145 FEET NORTH-NORTHWEST
 AH1483'OF A WINDMILL, 87 FEET WEST-NORTHWEST OF A CONCRETE WATERING
 AH1483'TROUGH, 26 FEET NORTHEAST OF A FENCE CORNER, AND 3.0 FEET
 AH1483'SOUTHWEST OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS
 AH1483'STAMPED, LARGA 1949.
 AH1483'
 AH1483'REFERENCE MARK NO. 1 IS 88 FEET NORTH-NORTHWEST OF A WINDMILL,
 AH1483'56 FEET WEST OF A CONCRETE WATERING TROUGH, AND 42 FEET
 AH1483'SOUTHEAST OF A FENCE CORNER.  IT PROJECTS 5 INCHES AND IS
 AH1483'STAMPED, LARGA NO 1 1949.
 AH1483'
 AH1483'REFERENCE MARK NO. 2 IS 57 FEET WEST-SOUTHWEST OF A FENCE
 AH1483'CORNER AND 0.9 FOOT NORTH OF A FENCE.  IT PROJECTS 10 INCHES
 AH1483'AND IS STAMPED, LARGA NO 2 1949.
 AH1483'
 AH1483'AZIMUTH MARK IS 27 FEET NORTHEAST OF THE CENTER OF A MACADAM
 AH1483'ROAD AND 4.5 FEET WEST OF A WITNESS POST.  IT PROJECTS 8 INCHES
 AH1483'AND IS STAMPED LARGA 1949.
 AH1483'
 AH1483'TO REACH THE STATION FROM THE POST OFFICE IN KINGSVILLE, GO
 AH1483'SOUTH ON U.S. HIGHWAY NO. 77 FOR 0.7 MILE, TURN LEFT ON E
 AH1483'CEASER ST. AND GO EAST FOR 2.7 MILES TO A T-INTERSECTION,
 AH1483'TURN LEFT AND FOLLOW WINDING ROAD FOR 1.7 MILES TO THE WEST
 AH1483'GATE TO THE KING RANCH, GUARD AT GATE, PASS THROUGH GATE
 AH1483'AND CONTINUE EAST FOR 0.45 MILE TO A FORK, TAKE LEFT FORK
 AH1483'AND CONTINUE EAST FOR 18.0 MILES TO A ROAD RIGHT, LEADING TO
 AH1483'RANCH BUILDINGS, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE
 AH1483'TO A ROAD RIGHT AND BUMP GATE ON RIGHT, TURN RIGHT THROUGH
 AH1483'GATE AND GO 0.5 MILE TO A FORK KEEP LEFT FORK MAIN TRAVELED
 AH1483'ROAD, AND GO 2.7 MILES TO A BUMP GATE, PASS THROUGH GATE
 AH1483'AND GO 0.05 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.45
 AH1483'MILE TO A FORK, TAKE RIGHT FORK AND GO 2.0 MILES TO A TRACK
 AH1483'ROAD RIGHT, AZIMUTH MARK ON LEFT, TURN RIGHT AND FOLLOW
 AH1483'TRACK ROAD FOR 0.25 MILE TO A WINDMILL AND STATION AS
 AH1483'DESCRIBED.
 AH1483'
 AH1483'A 74 FOOT SIGNAL AT LOBO 1939 IS VISIBLE AT 20 FEET.
 AH1483'
 AH1483'A 74 FOOT SIGNAL AT SORDO 1939 IS VISIBLE AT 20 FEET.
 AH1483'
 AH1483'A 74 FOOT SIGNAL AT HINDJOSO IS VISIBLE AT 20 FEET.
 AH1483'
 AH1483'A 74 FOOT SIGNAL AT CHILTIPIN IS VISIBLE AT 20 FEET.
 AH1483'
 AH1483'A 74 FOOT SIGNAL AT LAURELES IS VISIBLE AT 20 FEET.
 AH1483'
 AH1483'A 74 FOOT SIGNAL AT CHAPMAN IS VISIBLE AT 20 FEET.
 AH1483'
 AH1483'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH1483
 AH1483                          STATION RECOVERY (1949)
 AH1483
 AH1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1483'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK RECOVERED
 AH1483'IN GOOD CONDITION.
 AH1483'
 AH1483'THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1636 ***********************************************************************
 AE1636  DESIGNATION -  LARGO
 AE1636  PID         -  AE1636
 AE1636  STATE/COUNTY-  TX/STARR
 AE1636  USGS QUAD   -  CUEVITAS (1972)
 AE1636
 AE1636                         *CURRENT SURVEY CONTROL
 AE1636  ___________________________________________________________________
 AE1636* NAD 83(1993)-  26 47 06.76012(N)    098 51 04.80443(W)     ADJUSTED  
 AE1636* NAVD 88     -       167.6    (meters)     550.     (feet)  VERTCON   
 AE1636  ___________________________________________________________________
 AE1636  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AE1636  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AE1636
 AE1636  HORZ ORDER  -  FIRST
 AE1636
 AE1636.The horizontal coordinates were established by classical geodetic methods
 AE1636.and adjusted by the National Geodetic Survey in February 1996..
 AE1636
 AE1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1636
 AE1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1636
 AE1636.The geoid height was determined by GEOID03.
 AE1636
 AE1636;                    North         East     Units Scale Factor Converg.
 AE1636;SPC TX S     - 5,123,973.992   265,065.792   MT  0.99990185   -0 09 34.2
 AE1636;SPC TX S     -16,810,904.67    869,636.69   sFT  0.99990185   -0 09 34.2
 AE1636;UTM  14      - 2,962,654.403   514,777.799   MT  0.99960270   +0 04 01.2
 AE1636
 AE1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1636!SPC TX S     -   0.99997745  x   0.99990185  =   0.99987931
 AE1636!UTM  14      -   0.99997745  x   0.99960270  =   0.99958016
 AE1636
 AE1636|---------------------------------------------------------------------|
 AE1636| PID    Reference Object                     Distance      Geod. Az  |
 AE1636|                                                           dddmmss.s |
 AE1636| CV2563 LARGO RM 1                           26.838 METERS 10652     |
 AE1636| AE1631 ROMAN 1974 RM 2                     APPROX.10.9 KM 1662415.0 |
 AE1636| CV2564 LARGO RM 2                           39.246 METERS 33356     |
 AE1636| CV2565 LARGO RM 3                                         3381315.1 |
 AE1636|---------------------------------------------------------------------|
 AE1636
 AE1636                          SUPERSEDED SURVEY CONTROL
 AE1636
 AE1636  NAD 83(1986)-  26 47 06.76391(N)    098 51 04.77025(W) AD(       ) 1
 AE1636  NAD 27      -  26 47 05.57678(N)    098 51 03.67753(W) AD(       ) 1
 AE1636  NGVD 29 (07/19/86)  167.6    (m)          550.     (f) VERT ANG       
 AE1636
 AE1636.Superseded values are not recommended for survey control.
 AE1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1636.See file dsdata.txt to determine how the superseded data were derived.
 AE1636
 AE1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1477862654(NAD 83)
 AE1636_MARKER: DS = TRIANGULATION STATION DISK
 AE1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1636
 AE1636  HISTORY     - Date     Condition        Report By
 AE1636  HISTORY     - 1974     MONUMENTED       NGS
 AE1636
 AE1636                          STATION DESCRIPTION
 AE1636
 AE1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1636'THE STATION IS ABOUT 21 MILES WEST AND 4 MILES NORTH OF LA GLORIA,
 AE1636'6-1/2 MILES SOUTH AND 2-1/2 MILES EAST OF GUERRA AND ON THE WEST
 AE1636'RIGHT-OF-WAY OF FARM ROAD 649 NEAR THE JIM HOGG-STARR COUNTY LINE.
 AE1636'
 AE1636'TO REACH THE STATION FROM THE POST OFFICE IN GUERRA, GO SOUTH ON A
 AE1636'GRAVELED ROAD FOR 0.05 MILE TO A GRAVELED CROSSROAD.  TURN LEFT AND
 AE1636'GO EAST ON GRAVELED ROAD FOR 0.05 MILE TO THE JUNCTION WITH FARM ROAD
 AE1636'649.  TURN RIGHT AND GO SOUTH AND SOUTHEAST ON FARM ROAD 649 FOR
 AE1636'7.3 MILES TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE SOUTHEAST ON
 AE1636'FARM ROAD 649 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 AE1636'
 AE1636'STATION MARKS ARE STANDARD DISKS, STAMPED LARGO 1973.  THE SURFACE
 AE1636'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1636'THAT IS FLUSH WITH THE GROUND.  IT IS 30.0 FEET WEST OF THE CENTER
 AE1636'OF FARM ROAD 649, 12.8 FEET SOUTHEAST OF STARR-JIM HOGG COUNTY
 AE1636'LINE MARKER, 11.5 FEET EAST OF A FENCE AND 11.0 FEET
 AE1636'EAST-NORTHEAST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 AE1636'AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE GROUND SURFACE.
 AE1636'
 AE1636'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LARGO NO 1 1973, SET IN
 AE1636'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 6
 AE1636'INCHES ABOVE THE GROUND.  IT IS 98.5 FEET SOUTHEAST OF THE WITNESS
 AE1636'POST, 39.5 FEET EAST OF THE CENTER OF FARM ROAD 649, 1.4 FEET WEST
 AE1636'OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AE1636'
 AE1636'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LARGO NO 2 1973, SET
 AE1636'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AE1636'WITH THE GROUND.  IT IS 125.5 FEET NORTHWEST OF THE WITNESS POST,
 AE1636'40.0 FEET WEST OF THE CENTER OF FARM ROAD 649, 1.0 FOOT EAST OF A
 AE1636'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AE1636'
 AE1636'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LARGO NO 3 1973, SET
 AE1636'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AE1636'5 INCHES ABOVE THE GROUND.  IT IS 39.0 FEET WEST OF THE CENTER OF
 AE1636'FARM ROAD 649, 3.0 FEET WEST OF A FENCE AND 2.8 FEET NORTHEAST OF
 AE1636'A WITNESS POST.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AE1636'
 AE1636'NEAREST TOWN--GUERRA.
 AE1636'
 AE1636'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0641 ***********************************************************************
 EO0641  DESIGNATION -  LARIAT
 EO0641  PID         -  EO0641
 EO0641  STATE/COUNTY-  TX/PARMER
 EO0641  USGS QUAD   -  PROGRESS (1963)
 EO0641
 EO0641                         *CURRENT SURVEY CONTROL
 EO0641  ___________________________________________________________________
 EO0641* NAD 83(1993)-  34 19 52.49247(N)    102 52 00.52417(W)     ADJUSTED  
 EO0641* NAVD 88     -      1217.6    (meters)    3995.     (feet)  VERTCON   
 EO0641  ___________________________________________________________________
 EO0641  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 EO0641  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 EO0641
 EO0641  HORZ ORDER  -  FIRST
 EO0641
 EO0641.The horizontal coordinates were established by classical geodetic methods
 EO0641.and adjusted by the National Geodetic Survey in February 1996..
 EO0641
 EO0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0641
 EO0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0641
 EO0641.The geoid height was determined by GEOID03.
 EO0641
 EO0641;                    North         East     Units Scale Factor Converg.
 EO0641;SPC TX N     - 1,037,618.792    74,212.389   MT  1.00008912   -0 47 31.6
 EO0641;SPC TX N     - 3,404,254.32    243,478.48   sFT  1.00008912   -0 47 31.6
 EO0641;SPC TXNC     - 2,303,854.912   198,212.330   MT  1.00012210   -2 22 53.9
 EO0641;SPC TXNC     - 7,558,563.99    650,301.62   sFT  1.00012210   -2 22 53.9
 EO0641;UTM  13      - 3,800,945.964   696,243.945   MT  1.00007473   +1 12 12.4
 EO0641
 EO0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0641!SPC TX N     -   0.99981270  x   1.00008912  =   0.99990180
 EO0641!SPC TXNC     -   0.99981270  x   1.00012210  =   0.99993477
 EO0641!UTM  13      -   0.99981270  x   1.00007473  =   0.99988741
 EO0641
 EO0641:                Primary Azimuth Mark                     Grid Az
 EO0641:SPC TX N     -  LARIAT AZ MK                             092 26 05.3
 EO0641:SPC TXNC     -  LARIAT AZ MK                             094 01 27.6
 EO0641:UTM  13      -  LARIAT AZ MK                             090 26 21.3
 EO0641
 EO0641|---------------------------------------------------------------------|
 EO0641| PID    Reference Object                     Distance      Geod. Az  |
 EO0641|                                                           dddmmss.s |
 EO0641| CJ7678 LARIAT AZ MK                                       0913833.7 |
 EO0641| CJ7679 LARIAT RM 1                          40.746 METERS 12601     |
 EO0641| EO0627 MULESHOE WATER TANK                 APPROX.17.8 KM 1315243.8 |
 EO0641| CJ7680 LARIAT RM 2                          36.509 METERS 23049     |
 EO0641|---------------------------------------------------------------------|
 EO0641
 EO0641                          SUPERSEDED SURVEY CONTROL
 EO0641
 EO0641  NAD 83(1993)-  34 19 52.49392(N)    102 52 00.52290(W) AD(       ) 1
 EO0641  NAD 83(1986)-  34 19 52.50314(N)    102 52 00.51630(W) AD(       ) 1
 EO0641  NAD 27      -  34 19 52.23200(N)    102 51 58.72600(W) AD(       ) 1
 EO0641  NGVD 29 (07/19/86) 1217.0    (m)         3993.     (f) VERT ANG       
 EO0641
 EO0641.Superseded values are not recommended for survey control.
 EO0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0641.See file dsdata.txt to determine how the superseded data were derived.
 EO0641
 EO0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU9624400946(NAD 83)
 EO0641_MARKER: DS = TRIANGULATION STATION DISK
 EO0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0641
 EO0641  HISTORY     - Date     Condition        Report By
 EO0641  HISTORY     - 1934     MONUMENTED       CGS
 EO0641  HISTORY     - 1956     GOOD             LOCENG
 EO0641  HISTORY     - 1956     GOOD             USGS
 EO0641  HISTORY     - 1959     MARK NOT FOUND   CGS
 EO0641  HISTORY     - 1963     MARK NOT FOUND   USGS
 EO0641  HISTORY     - 1963     GOOD             CGS
 EO0641
 EO0641                          STATION DESCRIPTION
 EO0641
 EO0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0641'STATION IS 2.5 MILES AIR LINE, ENE OF LARIAT, 12 MILES, AIR
 EO0641'LINE, ESE OF FARWELL, IN SEC. 14, T 15 S, R 2 E AND ALSO
 EO0641'LEAGUE 564.  IT IS NEAR THE SW CORNER OF A LARGE PASTURE
 EO0641'ABOUT 1 MILE N OF THE FARMHOUSE OF J.H. BARGER, 54 FEET N
 EO0641'OF THE CENTER LINE OF A GRADED E-W ROAD.  MARK IS SET 10
 EO0641'INCHES BELOW THE SURFACE.
 EO0641'
 EO0641'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0641'BRONZE DISKS SET IN CONCRETE.
 EO0641'
 EO0641'REFERENCE MARK NO. 1 IS SE OF THE STATION, 0.5 FOOT N OF
 EO0641'E-W FENCE, 23 FEET S OF CENTER LINE OF E-W ROAD AND PROJECTS
 EO0641'6 INCHES.
 EO0641'
 EO0641'REFERENCE MARK NO. 2 IS SW OF THE STATION, 0.5 FOOT N OF
 EO0641'E-W FENCE, 23 FEET S OF CENTER LINE OF THE E-W ROAD AND
 EO0641'PROJECTS 8 INCHES.
 EO0641'
 EO0641'AZIMUTH MARK IS E OF THE STATION, 0.5 FOOT N OF E-W FENCE,
 EO0641'30 FEET S OF THE CENTER LINE OF E-W ROAD, 46 FEET NW OF
 EO0641'T-INTERSECTION, 28 FEET E OF FENCE CORNER AND PROJECTS 6 INCHES.
 EO0641'
 EO0641'STATION IS REACHED FROM LARIAT, BY DRIVING SOUTHEASTERLY
 EO0641'ALONG THE SW SIDE OF THE SANTA FE RAILROAD ON THE MAIN HIGHWAY
 EO0641'FOR 2.7 MILES TO A CROSSROADS.  TURN DUE N ACROSS RAILROAD
 EO0641'TRACKS AND GO 2.0 MILES TO A T-INTERSECTION OF ROADS.  TURN
 EO0641'LEFT OR W AND GO 0.2 MILE TO THE STATION.
 EO0641'
 EO0641'A 30-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 EO0641
 EO0641                          STATION RECOVERY (1956)
 EO0641
 EO0641'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956 (VMC)
 EO0641'LETTER OF MR. V.M. COLLINS, CAPITAL CONSTRUCTION CO., MULESHOE,
 EO0641'TEXAS, DATED MARCH 16, 1956--
 EO0641'
 EO0641'THE AZIMUTH MARK FOR THIS STATION WAS DESTROYED DURING
 EO0641'CONSTRUCTION OF A PIPELINE.
 EO0641'
 EO0641'THE MARK, STAMPED LARIAT AZIMUTH 1934, WAS RECEIVED AT THIS
 EO0641'OFFICE APRIL 19, 1956.
 EO0641
 EO0641                          STATION RECOVERY (1956)
 EO0641
 EO0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EO0641'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 EO0641'CONDITION.  DISTANCES FROM THE REFERENCE MARKS AND DEPTH
 EO0641'UNDERGROUND CHECKED AS DESCRIBED.  THE AZIMUTH MARK WAS
 EO0641'BRIEFLY SEARCHED FOR BUT NOT FOUND.  IT HAS PROBABLY BEEN
 EO0641'DESTROYED BY FARMING OPERATIONS.
 EO0641
 EO0641                          STATION RECOVERY (1959)
 EO0641
 EO0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 EO0641'STATION DESTROYED.  REFERENCE MARK NO. 1 WAS RECOVERED BUT
 EO0641'IT HAS BEEN KNOCKED OUT OF PLACE.  REFERENCE MARK NO. 2
 EO0641'RECOVERED IN GOOD CONDITION.
 EO0641
 EO0641                          STATION RECOVERY (1963)
 EO0641
 EO0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EO0641'STATION WAS SEARCHED FOR BY MEASURING FROM THE TWO REFERENCE
 EO0641'MARKS BUT WAS NOT FOUND.  DESCRIBED LOCATION IS NOW UNDER
 EO0641'CULTIVATION AND MARK IS PROBABLY DESTROYED.  LARIAT REFERENCE
 EO0641'MARK NUMBER 1 HAS BEEN DISTURBED AND IS LEANING IN POSITION.
 EO0641'LARIAT REFERENCE MARK NUMBER 2 APPEARS TO BE IN GOOD CONDITION.
 EO0641
 EO0641                          STATION RECOVERY (1963)
 EO0641
 EO0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FAK)
 EO0641'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT
 EO0641'IS ABOUT 14 INCHES UNDER THE SURFACE OF THE GROUND.  REFERENCE
 EO0641'MARK NUMBER ONE AND THE AZIMUTH MARK HAVE BEEN DESTROYED
 EO0641'BY THE WIDENING OF A DIRT ROAD.  REFERENCE MARK NUMBER TWO IS
 EO0641'IS IN DANGER OF BEING DESTROYED AS THE MARK IS ON THE EDGE OF
 EO0641'THE ROAD.  IT IS PROJECTING ABOUT 18 INCHES ABOVE THE GROUND.
 EO0641'NEW REFERENCE MARKS SHOULD BE SET AT THE STATION AS THE STATION
 EO0641'MARK WILL BE VERY DIFFICULT TO FIND DUE TO THE FACT THAT IT
 EO0641'IS UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1674 ***********************************************************************
 FL1674  DESIGNATION -  LARK
 FL1674  PID         -  FL1674
 FL1674  STATE/COUNTY-  TX/HUTCHINSON
 FL1674  USGS QUAD   -  STINNETT STATION (1978)
 FL1674
 FL1674                         *CURRENT SURVEY CONTROL
 FL1674  ___________________________________________________________________
 FL1674* NAD 83(1993)-  35 56 00.58919(N)    101 20 15.15287(W)     ADJUSTED  
 FL1674* NAVD 88     -       973.     (meters)    3192.     (feet)  SCALED    
 FL1674  ___________________________________________________________________
 FL1674  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 FL1674  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FL1674
 FL1674  HORZ ORDER  -  THIRD
 FL1674
 FL1674.The horizontal coordinates were established by classical geodetic methods
 FL1674.and adjusted by the National Geodetic Survey in February 1996..
 FL1674
 FL1674.The orthometric height was scaled from a topographic map.
 FL1674
 FL1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1674
 FL1674.The geoid height was determined by GEOID03.
 FL1674
 FL1674;                    North         East     Units Scale Factor Converg.
 FL1674;SPC TX N     - 1,214,511.772   214,659.338   MT  0.99995127   +0 05 38.9
 FL1674;SPC TX N     - 3,984,610.71    704,261.51   sFT  0.99995127   +0 05 38.9
 FL1674;UTM  14      - 3,979,097.510   289,127.750   MT  1.00014796   -1 22 20.2
 FL1674
 FL1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1674!SPC TX N     -   0.99985149  x   0.99995127  =   0.99980277
 FL1674!UTM  14      -   0.99985149  x   1.00014796  =   0.99999943
 FL1674
 FL1674:                Primary Azimuth Mark                     Grid Az
 FL1674:SPC TX N     -  BUGBY                                    201 52 00.1
 FL1674:UTM  14      -  BUGBY                                    203 19 59.2
 FL1674
 FL1674|---------------------------------------------------------------------|
 FL1674| PID    Reference Object                     Distance      Geod. Az  |
 FL1674|                                                           dddmmss.s |
 FL1674| FL1669 BUGBY                               APPROX. 3.7 KM 2015739.0 |
 FL1674|---------------------------------------------------------------------|
 FL1674
 FL1674                          SUPERSEDED SURVEY CONTROL
 FL1674
 FL1674  NAD 83(1993)-  35 56 00.58936(N)    101 20 15.15229(W) AD(       ) 3
 FL1674  NAD 83(1986)-  35 56 00.59735(N)    101 20 15.14099(W) AD(       ) 3
 FL1674  NAD 27      -  35 56 00.46388(N)    101 20 13.55503(W) AD(       ) 3
 FL1674
 FL1674.Superseded values are not recommended for survey control.
 FL1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1674.See file dsdata.txt to determine how the superseded data were derived.
 FL1674
 FL1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8912879098(NAD 83)
 FL1674_MARKER: DD = SURVEY DISK
 FL1674_SETTING: 0 = UNSPECIFIED SETTING
 FL1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1674
 FL1674  HISTORY     - Date     Condition        Report By
 FL1674  HISTORY     - 1952     MONUMENTED       USGS
 FL1674
 FL1674                          STATION DESCRIPTION
 FL1674
 FL1674'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1674'TO REACH FROM STINNETT POST OFFICE GO NE. ON HIGHWAY 117 10.9 MI. TO
 FL1674'RD. ON RIGHT.  TURN RIGHT, E., GO 1.3 MI. TO CROSSROADS, TURN RIGHT
 FL1674'S., GO 0.5 MI. TO GATE.  CONTINUE 0.2 MI. TO CORRAL.  GO THROUGH
 FL1674'CORRAL, FOLLOW RD. S. 0.4 MI. TO GATE.  CONTINUE ON RD. SE. 1.7 MI.
 FL1674'TO GATE IN NS. FENCE AND CORRAL ON RIGHT.  TURN RIGHT, S. GO 0.1 MI.
 FL1674'TO STATION 109 FT. S. OF SW. CORNER OF CORRAL AND 4 FT. E. OF FENCE.
 FL1674'
 FL1674'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED ---LARK 1951--
 FL1674'
 FL1674'REFERENCE MARK NO.1 - 3/4 IN. IRON PIPE DRIVEN IN GROUND AT SW.
 FL1674'CORNER OF CORRALL 108.70 FT. FROM STATION, S 01 DEG 55 MIN 39 SEC E.
 FL1674'
 FL1674'REFERENCE MARK NO.2 - 3/4 IN. IRON PIPE DRIVEN IN GROUND 67.70 FT.
 FL1674'FROM STATION, N 87 DEG 05 MIN 40 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1606 ***********************************************************************
 FL1606  DESIGNATION -  LARK 2 AZ MK
 FL1606  PID         -  FL1606
 FL1606  STATE/COUNTY-  TX/CARSON
 FL1606  USGS QUAD   -  LARK (1983)
 FL1606
 FL1606                         *CURRENT SURVEY CONTROL
 FL1606  ___________________________________________________________________
 FL1606* NAD 83(1986)-  35 12 25.     (N)    101 13 20.     (W)     SCALED    
 FL1606* NAVD 88     -      1024.680  (meters)    3361.80   (feet)  ADJUSTED  
 FL1606  ___________________________________________________________________
 FL1606  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1606  DYNAMIC HT  -        1023.487 (meters)    3357.89  (feet)  COMP
 FL1606  MODELED GRAV-     979,434.8   (mgal)                       NAVD 88
 FL1606
 FL1606  VERT ORDER  -  FIRST     CLASS II
 FL1606
 FL1606.The horizontal coordinates were scaled from a topographic map and have
 FL1606.an estimated accuracy of +/- 6 seconds.
 FL1606
 FL1606.The orthometric height was determined by differential leveling
 FL1606.and adjusted by the National Geodetic Survey in June 1991..
 FL1606
 FL1606.The geoid height was determined by GEOID03.
 FL1606
 FL1606.The dynamic height is computed by dividing the NAVD 88
 FL1606.geopotential number by the normal gravity value computed on the
 FL1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1606.degrees latitude (g = 980.6199 gals.).
 FL1606
 FL1606.The modeled gravity was interpolated from observed gravity values.
 FL1606
 FL1606;                    North         East    Units  Estimated Accuracy
 FL1606;SPC TX N     - 1,133,930.      225,290.      MT  (+/- 180 meters Scaled)
 FL1606
 FL1606                          SUPERSEDED SURVEY CONTROL
 FL1606
 FL1606.No superseded survey control is available for this station.
 FL1606
 FL1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD977982(NAD 83)
 FL1606_MARKER: DZ = AZIMUTH MARK DISK
 FL1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1606_SP_SET: CONCRETE POST
 FL1606_STAMPING: LARK 2 1955
 FL1606_MARK LOGO: CGS   
 FL1606_PROJECTION: PROJECTING 2 CENTIMETERS
 FL1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1606+STABILITY: SURFACE MOTION
 FL1606
 FL1606  HISTORY     - Date     Condition        Report By
 FL1606  HISTORY     - 1955     MONUMENTED       CGS
 FL1606  HISTORY     - 1984     GOOD             NGS
 FL1606
 FL1606                          STATION DESCRIPTION
 FL1606
 FL1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1606'29.1 KM (18.05 MI) WEST FROM JERICHO.
 FL1606'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1606'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 29.1 KM (18.05
 FL1606'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 13.7
 FL1606'M (44.9 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 12.8 M (42.0
 FL1606'FT) NORTH OF THE NEAR RAIL, AND 4.0 M (13.1 FT) WEST OD A UTILITY
 FL1606'POLE.
 FL1606'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 FL1606'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1605 ***********************************************************************
 FL1605  DESIGNATION -  LARK 2 RESET
 FL1605  PID         -  FL1605
 FL1605  STATE/COUNTY-  TX/CARSON
 FL1605  USGS QUAD   -  LARK (1983)
 FL1605
 FL1605                         *CURRENT SURVEY CONTROL
 FL1605  ___________________________________________________________________
 FL1605* NAD 83(1986)-  35 12 26.     (N)    101 14 06.     (W)     SCALED    
 FL1605* NAVD 88     -      1028.329  (meters)    3373.78   (feet)  ADJUSTED  
 FL1605  ___________________________________________________________________
 FL1605  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1605  DYNAMIC HT  -        1027.131 (meters)    3369.85  (feet)  COMP
 FL1605  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 FL1605
 FL1605  VERT ORDER  -  FIRST     CLASS II
 FL1605
 FL1605.The horizontal coordinates were scaled from a topographic map and have
 FL1605.an estimated accuracy of +/- 6 seconds.
 FL1605
 FL1605.The orthometric height was determined by differential leveling
 FL1605.and adjusted by the National Geodetic Survey in June 1991..
 FL1605
 FL1605.The geoid height was determined by GEOID03.
 FL1605
 FL1605.The dynamic height is computed by dividing the NAVD 88
 FL1605.geopotential number by the normal gravity value computed on the
 FL1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1605.degrees latitude (g = 980.6199 gals.).
 FL1605
 FL1605.The modeled gravity was interpolated from observed gravity values.
 FL1605
 FL1605;                    North         East    Units  Estimated Accuracy
 FL1605;SPC TX N     - 1,133,960.      224,130.      MT  (+/- 180 meters Scaled)
 FL1605
 FL1605                          SUPERSEDED SURVEY CONTROL
 FL1605
 FL1605.No superseded survey control is available for this station.
 FL1605
 FL1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD965983(NAD 83)
 FL1605_MARKER: DS = TRIANGULATION STATION DISK
 FL1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1605_SP_SET: CONCRETE POST
 FL1605_STAMPING: LARK 2 1955 1968
 FL1605_MARK LOGO: CGS   
 FL1605_PROJECTION: FLUSH
 FL1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1605+STABILITY: SURFACE MOTION
 FL1605
 FL1605  HISTORY     - Date     Condition        Report By
 FL1605  HISTORY     - 1968     MONUMENTED       CGS
 FL1605  HISTORY     - 1984     GOOD             NGS
 FL1605
 FL1605                          STATION DESCRIPTION
 FL1605
 FL1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1605'30.3 KM (18.8 MI) WEST FROM JERICHO.
 FL1605'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1605'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 30.3 KM (18.8
 FL1605'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 16.2
 FL1605'M (53.1 FT) NORTH OF THE NEAR RAIL, 10.4 M (34.1 FT) SOUTH OF THE
 FL1605'CENTERLINE OF A FRONTAGE ROAD, AND 6.6 M (21.7 FT) NORTHEAST OF A
 FL1605'UTILITY POLE.
 FL1605'THE MARK IS 5.8 METERS  NE FROM  A WITNESS POST
 FL1605'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1604 ***********************************************************************
 FL1604  DESIGNATION -  LARK 2 RM 6
 FL1604  PID         -  FL1604
 FL1604  STATE/COUNTY-  TX/CARSON
 FL1604  USGS QUAD   -  LARK (1983)
 FL1604
 FL1604                         *CURRENT SURVEY CONTROL
 FL1604  ___________________________________________________________________
 FL1604* NAD 83(1986)-  35 12 25.     (N)    101 14 06.     (W)     SCALED    
 FL1604* NAVD 88     -      1028.353  (meters)    3373.85   (feet)  ADJUSTED  
 FL1604  ___________________________________________________________________
 FL1604  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1604  DYNAMIC HT  -        1027.155 (meters)    3369.92  (feet)  COMP
 FL1604  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 FL1604
 FL1604  VERT ORDER  -  FIRST     CLASS II
 FL1604
 FL1604.The horizontal coordinates were scaled from a topographic map and have
 FL1604.an estimated accuracy of +/- 6 seconds.
 FL1604
 FL1604.The orthometric height was determined by differential leveling
 FL1604.and adjusted by the National Geodetic Survey in June 1991..
 FL1604
 FL1604.The geoid height was determined by GEOID03.
 FL1604
 FL1604.The dynamic height is computed by dividing the NAVD 88
 FL1604.geopotential number by the normal gravity value computed on the
 FL1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1604.degrees latitude (g = 980.6199 gals.).
 FL1604
 FL1604.The modeled gravity was interpolated from observed gravity values.
 FL1604
 FL1604;                    North         East    Units  Estimated Accuracy
 FL1604;SPC TX N     - 1,133,930.      224,130.      MT  (+/- 180 meters Scaled)
 FL1604
 FL1604                          SUPERSEDED SURVEY CONTROL
 FL1604
 FL1604.No superseded survey control is available for this station.
 FL1604
 FL1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD965982(NAD 83)
 FL1604_MARKER: DR = REFERENCE MARK DISK
 FL1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1604_SP_SET: CONCRETE POST
 FL1604_STAMPING: LARK 2 1955 NO 6 1968
 FL1604_MARK LOGO: CGS   
 FL1604_PROJECTION: FLUSH
 FL1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1604+STABILITY: SURFACE MOTION
 FL1604
 FL1604  HISTORY     - Date     Condition        Report By
 FL1604  HISTORY     - 1968     MONUMENTED       CGS
 FL1604  HISTORY     - 1984     GOOD             NGS
 FL1604
 FL1604                          STATION DESCRIPTION
 FL1604
 FL1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1604'31.7 KM (19.7 MI) WEST FROM JERICHO.
 FL1604'1.1 KM (0.7 MI) SOUTH ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL1604'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 30.6 KM (19.0 MI)
 FL1604'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 10.7 M
 FL1604'(35.1 FT) NORTH OF THE NEAR RAIL, 9.8 M (32.2 FT) SOUTH OF THE
 FL1604'CENTERLINE OF THE FRONTAGE ROAD, AND 0.8 M (2.6 FT) EAST OF A UTILITY
 FL1604'POLE.
 FL1604'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FL1604'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1719 ***********************************************************************
 FL1719  DESIGNATION -  LARK WATER TANK
 FL1719  PID         -  FL1719
 FL1719  STATE/COUNTY-  TX/CARSON
 FL1719  USGS QUAD   -  LARK (1983)
 FL1719
 FL1719                         *CURRENT SURVEY CONTROL
 FL1719  ___________________________________________________________________
 FL1719* NAD 83(1993)-  35 12 25.60502(N)    101 14 12.72752(W)     ADJUSTED  
 FL1719* NAVD 88     -                                                        
 FL1719  ___________________________________________________________________
 FL1719  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FL1719  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1719
 FL1719  HORZ ORDER  -  THIRD
 FL1719
 FL1719.The horizontal coordinates were established by classical geodetic methods
 FL1719.and adjusted by the National Geodetic Survey in February 1996..
 FL1719
 FL1719
 FL1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1719
 FL1719.The geoid height was determined by GEOID03.
 FL1719
 FL1719;                    North         East     Units Scale Factor Converg.
 FL1719;SPC TX N     - 1,133,944.841   223,958.085   MT  0.99991761   +0 09 09.0
 FL1719;SPC TX N     - 3,720,284.03    734,769.15   sFT  0.99991761   +0 09 09.0
 FL1719;UTM  14      - 3,898,303.700   296,380.193   MT  1.00011099   -1 17 24.3
 FL1719
 FL1719                          SUPERSEDED SURVEY CONTROL
 FL1719
 FL1719  NAD 83(1993)-  35 12 25.60897(N)    101 14 12.72371(W) AD(       ) 4
 FL1719  NAD 83(1986)-  35 12 25.61100(N)    101 14 12.71814(W) AD(       ) 4
 FL1719  NAD 27      -  35 12 25.43000(N)    101 14 11.14000(W) AD(       ) 3
 FL1719
 FL1719.Superseded values are not recommended for survey control.
 FL1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1719.See file dsdata.txt to determine how the superseded data were derived.
 FL1719
 FL1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9638098304(NAD 83)
 FL1719_MARKER: 51 = TANK
 FL1719
 FL1719  HISTORY     - Date     Condition        Report By
 FL1719  HISTORY     - 1921     FIRST OBSERVED   CGS
 FL1719
 FL1719                          STATION DESCRIPTION
 FL1719
 FL1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1719'A BLACK WATER TANK WITHOUT LEGS LOCATED ON THE CHICAGO, ROCK
 FL1719'ISLAND AND GULF RAILWAY RIGHT-OF-WAY AT THE TOWN OF LARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0970 ***********************************************************************
 GK0970  DESIGNATION -  LARKEY
 GK0970  PID         -  GK0970
 GK0970  STATE/COUNTY-  TX/LIPSCOMB
 GK0970  USGS QUAD   -  MAGOUN (1972)
 GK0970
 GK0970                         *CURRENT SURVEY CONTROL
 GK0970  ___________________________________________________________________
 GK0970* NAD 83(1993)-  36 29 36.17403(N)    100 00 49.05129(W)     ADJUSTED  
 GK0970* NAVD 88     -       775.4    (meters)    2544.     (feet)  VERTCON   
 GK0970  ___________________________________________________________________
 GK0970  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GK0970  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GK0970
 GK0970  HORZ ORDER  -  FIRST
 GK0970
 GK0970.The horizontal coordinates were established by classical geodetic methods
 GK0970.and adjusted by the National Geodetic Survey in February 1996..
 GK0970
 GK0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0970
 GK0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0970
 GK0970.The geoid height was determined by GEOID03.
 GK0970
 GK0970;                    North         East     Units Scale Factor Converg.
 GK0970;SPC TX N     - 1,277,628.074   333,183.850   MT  1.00008707   +0 51 41.1
 GK0970;SPC TX N     - 4,191,684.77  1,093,120.68   sFT  1.00008707   +0 51 41.1
 GK0970;SPC OK N     -   167,568.037   419,601.609   MT  0.99996154   -1 11 18.0
 GK0970;SPC OK N     -   549,762.80  1,376,642.95   sFT  0.99996154   -1 11 18.0
 GK0970;UTM  14      - 4,039,151.573   409,215.390   MT  0.99970154   -0 36 10.3
 GK0970
 GK0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0970!SPC TX N     -   0.99988271  x   1.00008707  =   0.99996977
 GK0970!SPC OK N     -   0.99988271  x   0.99996154  =   0.99984425
 GK0970!UTM  14      -   0.99988271  x   0.99970154  =   0.99958429
 GK0970
 GK0970|---------------------------------------------------------------------|
 GK0970| PID    Reference Object                     Distance      Geod. Az  |
 GK0970|                                                           dddmmss.s |
 GK0970| CK9242 LARKEY RM 1                         192.860 METERS 17434     |
 GK0970| CK9243 LARKEY RM 2                         226.480 METERS 26632     |
 GK0970| GK0960 FLAT TOP                            APPROX.10.0 KM 3530813.1 |
 GK0970|---------------------------------------------------------------------|
 GK0970
 GK0970                          SUPERSEDED SURVEY CONTROL
 GK0970
 GK0970  NAD 83(1993)-  36 29 36.17403(N)    100 00 49.05129(W) AD(       ) 1
 GK0970  NAD 83(1986)-  36 29 36.18085(N)    100 00 49.04065(W) AD(       ) 1
 GK0970  NAD 27      -  36 29 36.05400(N)    100 00 47.57500(W) AD(       ) 1
 GK0970  NGVD 29 (07/19/86)  775.1    (m)         2543.     (f) VERT ANG       
 GK0970
 GK0970.Superseded values are not recommended for survey control.
 GK0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0970.See file dsdata.txt to determine how the superseded data were derived.
 GK0970
 GK0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0921539152(NAD 83)
 GK0970_MARKER: DS = TRIANGULATION STATION DISK
 GK0970_SETTING: 0 = UNSPECIFIED SETTING
 GK0970
 GK0970  HISTORY     - Date     Condition        Report By
 GK0970  HISTORY     - 1927     MONUMENTED       CGS
 GK0970  HISTORY     - 1931     GOOD             CGS
 GK0970
 GK0970                          STATION DESCRIPTION
 GK0970
 GK0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 GK0970'ABOUT 4 MILES N AND 6-3/4 MILES E OF FOLLETT, ABOUT 3/4 MILE
 GK0970'SW OF THE NE CORNER OF TEXAS, ON LAND BELONGING TO O.L. MC CLURE
 GK0970'AND OCCUPIED IN 1927 BY W.H. LARKEY, ON HIGHEST POINT IN A
 GK0970'FIELD ABOUT 1/2 MILE SW OF LARKEYS HOUSE.
 GK0970'
 GK0970'TO REACH STATION FROM FOLLETT, GO N ON MAIN STREET TO END OF
 GK0970'PAVING, THEN E 0.5 MILE, N 3.0 MILES, E 1.0 MILE, N 1.4 MILES,
 GK0970'E 0.5 MILE THEN N 1.0 MILE TO TRUNK LINE HIGHWAY.  FOLLOW
 GK0970'TRUNK LINE HIGHWAY E 5.7 MILES TO TURN TO S, THEN S 0.5 MILE
 GK0970'TO A TURN TO E, WHERE A DIM ROAD LEADS S.  FOLLOW DIM ROAD
 GK0970'S 0.5 MILE TO TURN TO W, AND GO W TO A ROAD LEADING S IN FRONT
 GK0970'OF LARKEYS HOUSE.  A LARGE STONE PLANTED AT CORNER OF FENCE
 GK0970'WILL BE FOUND HERE.  CONTINUE W FROM STONE ABOUT 100 YARDS
 GK0970'TO GATE IN FENCE ON S SIDE OF ROAD, GOING THROUGH GATE FOLLOW
 GK0970'ROAD TO HOUSE, THENCE THROUGH CULTIVATED FIELDS TO STATION
 GK0970'ON TOP OF A RISE TO SW.
 GK0970'
 GK0970'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 GK0970'IN CONCRETE.  UNDERGROUND MARK IS 3 FEET UNDERGROUND.
 GK0970'
 GK0970'REFERENCE MARK NO. 1 IS 192.86 METERS (632.7 FEET) FROM STATION
 GK0970'S 05 DEG 25 MIN E.
 GK0970'
 GK0970'REFERENCE MARK NO. 2 IS 226.48 METERS (743.0 FEET), S 86 DEG 32 MIN W.
 GK0970'ELEVATION OF STATION, 775.1 METERS (2,543 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0702 ***********************************************************************
 AO0702  DESIGNATION -  LAS COMAS
 AO0702  PID         -  AO0702
 AO0702  STATE/COUNTY-  TX/LA SALLE
 AO0702  USGS QUAD   -  ENCINAL (1982)
 AO0702
 AO0702                         *CURRENT SURVEY CONTROL
 AO0702  ___________________________________________________________________
 AO0702* NAD 83(1993)-  28 02 42.76028(N)    099 19 27.67745(W)     ADJUSTED  
 AO0702* NAVD 88     -       176.22   (+/-2cm)     578.1    (feet)  VERTCON   
 AO0702  ___________________________________________________________________
 AO0702  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AO0702  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AO0702
 AO0702  HORZ ORDER  -  FIRST
 AO0702  VERT ORDER  -  THIRD ? (See Below)
 AO0702
 AO0702.The horizontal coordinates were established by classical geodetic methods
 AO0702.and adjusted by the National Geodetic Survey in February 1996..
 AO0702
 AO0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0702.The vertical order pertains to the NGVD 29 superseded value.
 AO0702
 AO0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0702
 AO0702.The geoid height was determined by GEOID03.
 AO0702
 AO0702;                    North         East     Units Scale Factor Converg.
 AO0702;SPC TXSC     - 4,023,527.909   568,105.576   MT  1.00011421   -0 09 32.1
 AO0702;SPC TXSC     -13,200,524.48  1,863,859.71   sFT  1.00011421   -0 09 32.1
 AO0702;SPC TX S     - 5,263,802.598   218,944.458   MT  1.00006050   -0 22 27.3
 AO0702;SPC TX S     -17,269,659.02    718,320.28   sFT  1.00006050   -0 22 27.3
 AO0702;UTM  14      - 3,102,253.087   468,121.838   MT  0.99961254   -0 09 09.0
 AO0702
 AO0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0702!SPC TXSC     -   0.99997619  x   1.00011421  =   1.00009040
 AO0702!SPC TX S     -   0.99997619  x   1.00006050  =   1.00003669
 AO0702!UTM  14      -   0.99997619  x   0.99961254  =   0.99958874
 AO0702
 AO0702|---------------------------------------------------------------------|
 AO0702| PID    Reference Object                     Distance      Geod. Az  |
 AO0702|                                                           dddmmss.s |
 AO0702| CV5457 LAS COMAS RM 1                       19.995 METERS 04041     |
 AO0702| CV5459 LAS COMAS RM 3                       18.177 METERS 06300     |
 AO0702| CV5460 LAS COMAS RM 4                       17.627 METERS 15740     |
 AO0702| CV5458 LAS COMAS RM 2                       17.316 METERS 15813     |
 AO0702| AJ1389 SAN ROMAN RANCH STEEL WTR TK        APPROX.13.8 KM 2150451.0 |
 AO0702| CV5455 LAS COMAS AZ MK                                    2804038.0 |
 AO0702| CV5456 LAS COMAS AZ MK 2                                  2830619.8 |
 AO0702|---------------------------------------------------------------------|
 AO0702
 AO0702                          SUPERSEDED SURVEY CONTROL
 AO0702
 AO0702  NAD 83(1986)-  28 02 42.75807(N)    099 19 27.65239(W) AD(       ) 1
 AO0702  NAD 27      -  28 02 41.73300(N)    099 19 26.53500(W) AD(       ) 1
 AO0702  NGVD 29 (07/19/86)  176.10   (m)          577.8    (f) LEVELING    3  
 AO0702
 AO0702.Superseded values are not recommended for survey control.
 AO0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0702.See file dsdata.txt to determine how the superseded data were derived.
 AO0702
 AO0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6812202253(NAD 83)
 AO0702_MARKER: DS = TRIANGULATION STATION DISK
 AO0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0702
 AO0702  HISTORY     - Date     Condition        Report By
 AO0702  HISTORY     - 1935     MONUMENTED       CGS
 AO0702  HISTORY     - 1959     GOOD             CGS
 AO0702  HISTORY     - 1972     GOOD             NGS
 AO0702
 AO0702                          STATION DESCRIPTION
 AO0702
 AO0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0702'STATION IS LOCATED ABOUT 2.5 MILES N OF E FROM ENCINAL AND 1.5
 AO0702'MILES N OF THE LA SALLE-WEBB COUNTY LINE ON A HIGH RIDGE ABOUT
 AO0702'1 MILE A LITTLE N OF W FROM THE LAS COMAS RANCH HOUSE ON A
 AO0702'HUMP ON THE RIDGE ABOUT 300 FEET S OF THE ENCINAL-FREER ROAD IN
 AO0702'BRUSH AND MESQUITE COVERED PASTURE LAND ON THE LAS COMAS
 AO0702'RANCH.  LAND OWNED BY MR. MARTIN OF LAREDO AND LEASED BY
 AO0702'JUAN SALINAS.
 AO0702'
 AO0702'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0702'BRONZE DISKS SET IN CONCRETE.
 AO0702'
 AO0702'REFERENCE MARK NO. 1 IS NE OF STATION AND PROJECTS 8 INCHES
 AO0702'ABOVE SURFACE OF GROUND.
 AO0702'
 AO0702'REFERENCE MARK NO. 2 IS SE OF STATION AND PROJECTS 8 INCHES
 AO0702'ABOVE SURFACE OF GROUND.
 AO0702'
 AO0702'AZIMUTH MARK IS 0.5 MILE W OF STATION, 51 FEET N OF CENTER
 AO0702'LINE OF ENCINAL-FREER ROAD.  REACHED FROM STATION BY RETURNING
 AO0702'TO MAIN ROAD, THENCE TURN LEFT (W) AND GO 0.45 MILE TO MARK
 AO0702'ON RIGHT (N).
 AO0702'
 AO0702'REACHED FROM THE RAILROAD STATION IN ENCINAL BY GOING 0.35
 AO0702'MILE N ON U.S. HIGHWAY 81, TURN RIGHT (E) ON FREER DIRT ROAD 2.05
 AO0702'MILES, OR 0.75 MILE BEYOND A CATTLE GUARD TO A BLAZED MESQUITE
 AO0702'ON THE RIGHT.  TURN RIGHT (SE) ON DIM SIDE-ROAD AND GO 300
 AO0702'FEET S TO ANOTHER BLAZED MESQUITE.  TURN RIGHT (W) LEAVING
 AO0702'ROAD, AND GO 180 FEET TO STATION.
 AO0702
 AO0702                          STATION RECOVERY (1959)
 AO0702
 AO0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JRN)
 AO0702'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 AO0702'GOOD CONDITION AS DESCRIBED.  TO REACH THE STATION MARK, TURN
 AO0702'RIGHT (EAST) ON F.M. 863 -- NOT FREER DIRT ROAD AS STATED IN
 AO0702'ORIGINAL DESCRIPTION.
 AO0702
 AO0702                          STATION RECOVERY (1972)
 AO0702
 AO0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0702'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 AO0702'1, 2 AND THE AZIMUTH MARK WERE DESTROYED.  REFERENCE MARKS 3, 4 AND
 AO0702'A NEW AZIMUTH MARK WERE ESTABLISHED.  FOLLOWING IS A NEW
 AO0702'DESCRIPTION.
 AO0702'
 AO0702'THE STATION IS ABOUT 16 MILES SOUTH AND 2 MILES WEST OF ARTESIA
 AO0702'WELLS, 2 MILES EAST AND 1/2 MILE NORTH OF ENCINAL, 0.1 MILE SOUTH OF
 AO0702'STATE HIGHWAY 44 AND ON PROPERTY OWNED BY A.E. SCHLETZE WHO LIVES
 AO0702'IN ENCINAL.
 AO0702'
 AO0702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0702'HIGHWAY 44 IN ENCINAL, GO EAST ON STATE HIGHWAY 44 FOR 1.4 MILES TO
 AO0702'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 44
 AO0702'FOR 0.35 MILE TO THE TOP OF A RISE AND A GATE ON THE RIGHT.  TURN
 AO0702'RIGHT, PASSING THROUGH GATE AND GO SOUTH ON TRACK ROAD FOR 0.1 MILE
 AO0702'TO THE STATION ON THE RIGHT.
 AO0702'
 AO0702'STATION MARK IS A STANDARD DISK, STAMPED LAS COMAS 1935, SET IN THE
 AO0702'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 AO0702'INCHES ABOVE THE GROUND.  IT IS 138.0 FEET WEST OF THE CENTER OF A
 AO0702'TRACK ROAD AND 16.5 FEET SOUTHEAST OF A WITNESS POST.
 AO0702'
 AO0702'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LAS COMAS 1935 NO 3
 AO0702'1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0702'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 80.0 FEET WEST OF
 AO0702'THE CENTER OF THE TRACK ROAD, 70.0 FEET EAST-NORTHEAST OF THE
 AO0702'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0702'
 AO0702'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED LAS COMAS 1935 NO 4
 AO0702'1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0702'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 132.0 FEET WEST OF
 AO0702'THE CENTER OF THE TRACK ROAD, 71.0 FEET SOUTH-SOUTHEAST OF THE
 AO0702'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0702'
 AO0702'AZIMUTH MARK IS A STANDARD DISK, STAMPED LAS COMAS 1935 1972, SET IN
 AO0702'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0702'WITH THE GROUND.  IT IS 49.0 FEET NORTH OF THE CENTER OF STATE
 AO0702'HIGHWAY 44, 1.8 FEET WEST OF A WITNESS POST AND 1.0 FOOT SOUTH OF
 AO0702'A FENCE.
 AO0702'
 AO0702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 AO0702'EAST-NORTHEAST OF ENCINAL.
 AO0702'
 AO0702'HEIGHT OF LIGHT ABOVE STATION MARK 72.9 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0922 ***********************************************************************
 FM0922  DESIGNATION -  LAS S
 FM0922  PID         -  FM0922
 FM0922  STATE/COUNTY-  TX/OLDHAM
 FM0922  USGS QUAD   -  VAT CAMP (1966)
 FM0922
 FM0922                         *CURRENT SURVEY CONTROL
 FM0922  ___________________________________________________________________
 FM0922* NAD 83(1993)-  35 25 25.01485(N)    102 45 02.17320(W)     ADJUSTED  
 FM0922* NAVD 88     -      1167.45   (+/-2cm)    3830.2    (feet)  VERTCON   
 FM0922  ___________________________________________________________________
 FM0922  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 FM0922  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 FM0922
 FM0922  HORZ ORDER  -  FIRST
 FM0922  VERT ORDER  -  THIRD ? (See Below)
 FM0922
 FM0922.The horizontal coordinates were established by classical geodetic methods
 FM0922.and adjusted by the National Geodetic Survey in February 1996..
 FM0922
 FM0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0922.The vertical order pertains to the NGVD 29 superseded value.
 FM0922
 FM0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0922
 FM0922.The geoid height was determined by GEOID03.
 FM0922
 FM0922;                    North         East     Units Scale Factor Converg.
 FM0922;SPC TX N     - 1,158,649.320    86,439.322   MT  0.99991088   -0 43 29.2
 FM0922;SPC TX N     - 3,801,335.31    283,593.01   sFT  0.99991088   -0 43 29.2
 FM0922;UTM  13      - 3,922,346.228   704,215.036   MT  1.00011396   +1 18 15.3
 FM0922
 FM0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0922!SPC TX N     -   0.99982061  x   0.99991088  =   0.99973150
 FM0922!UTM  13      -   0.99982061  x   1.00011396  =   0.99993455
 FM0922
 FM0922|---------------------------------------------------------------------|
 FM0922| PID    Reference Object                     Distance      Geod. Az  |
 FM0922|                                                           dddmmss.s |
 FM0922| CJ7685 LAS S RM 1                           27.972 METERS 24849     |
 FM0922| CJ7684 LAS S AZ MK                                        2951134.9 |
 FM0922| CJ7686 LAS S RM 2                           20.461 METERS 33256     |
 FM0922|---------------------------------------------------------------------|
 FM0922
 FM0922                          SUPERSEDED SURVEY CONTROL
 FM0922
 FM0922  NAD 83(1993)-  35 25 25.02037(N)    102 45 02.16702(W) AD(       ) 1
 FM0922  NAD 83(1993)-  35 25 25.02339(N)    102 45 02.16605(W) AD(       ) 1
 FM0922  NAD 83(1986)-  35 25 25.02265(N)    102 45 02.16521(W) AD(       ) 1
 FM0922  NAD 27      -  35 25 24.83500(N)    102 45 00.40100(W) AD(       ) 1
 FM0922  NGVD 29 (07/19/86) 1166.94   (m)         3828.5    (f) LEVELING    3  
 FM0922
 FM0922.Superseded values are not recommended for survey control.
 FM0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0922.See file dsdata.txt to determine how the superseded data were derived.
 FM0922
 FM0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV0421522346(NAD 83)
 FM0922_MARKER: DS = TRIANGULATION STATION DISK
 FM0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0922
 FM0922  HISTORY     - Date     Condition        Report By
 FM0922  HISTORY     - 1934     MONUMENTED       CGS
 FM0922
 FM0922                          STATION DESCRIPTION
 FM0922
 FM0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0922'STATION IS 11 MILES AIR LINE, NNW OF ADRIAN, ON THE PROPERTY
 FM0922'OF THE MATADOR LAND AND CATTLE COMPANY, ON A POINT OF PASTURE
 FM0922'LAND WHICH JUTS OUT E TOWARD THE LAS S CREEK, 4 MILES NE OF THE
 FM0922'VAT CAMP, 1-1/3 MILES W OF THE LONE LAS S WINDMILL, 1/4
 FM0922'MILE N OF THE DEEP RUTTED ROAD LEADING FROM THE LAS S CREEK
 FM0922'TO THE VAT CAMP, 0.8 MILE SE OF THE WEST DAM CORRAL.  IT IS
 FM0922'LOCATED ON THE HIGHEST POINT IN THE VICINITY ABOUT 25 FEET
 FM0922'W OF THE E EDGE OF A HILL WHICH IS WHITISH IN COLOR AND DROPS
 FM0922'OFF SHARPLY TO THE E TOWARD THE CREEK AND SLOPES GENTLY TO
 FM0922'THE W.  MARK PROJECTS 8 INCHES.
 FM0922'
 FM0922'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0922'BRONZE DISKS SET IN CONCRETE.
 FM0922'
 FM0922'REFERENCE MARK NO. 1 IS W OF THE STATION AND PROJECTS 4
 FM0922'INCHES.
 FM0922'
 FM0922'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND PROJECTS 4
 FM0922'INCHES.
 FM0922'
 FM0922'AZIMUTH MARK IS NW OF THE STATION, 3 FEET E OF THE NE CORNER
 FM0922'OF THE WEST DAM CORRAL AND PROJECTS 4 INCHES.
 FM0922'
 FM0922'STATION IS REACHED FROM ADRIAN, BY DRIVING N ON GRADED ROAD
 FM0922'0.3 MILE FROM LUMBER YARD TO ROAD INTERSECTION.  DRIVE E 0.1
 FM0922'MILE THEN N THROUGH A GATE JUST E OF A TWO-STORY WHITE HOUSE.
 FM0922'CONTINUE N 1.0 MILE TO FORK IN ROAD AND TAKE LEFT FORK AND PASS
 FM0922'THROUGH WIRE GATE THAT HAS GAME REFUGE SIGN ON IT.  FROM
 FM0922'GATE LEAVE MAIN ROAD AND DRIVE W ALONG N SIDE OF FENCE ON
 FM0922'DIM ROAD FOR 1.8 MILES TO INTERSECTION OF DIM TRACKS AND
 FM0922'MAIN-TRAVELED ROAD LEADING NW.  GO ON MAIN-TRAVELED ROAD
 FM0922'NORTHWESTERLY FOR 9.6 MILES TO VAT CAMP.  DO NOT ENTER GATE
 FM0922'AT VAT CAMP BUT GO NORTHEASTERLY ON THE N ONE OF THREE FORKS
 FM0922'FOR 3.5 MILES TO POINT WHERE ROADS BEGINS TO SLOPE DOWN TO
 FM0922'THE CREEK.  TURN NE AND GO ACROSS COUNTRY 0.4 MILE TO TOP OF
 FM0922'HILL AND STATION.
 FM0922'
 FM0922'A 15-FOOT STAND REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0676 ***********************************************************************
 AO0676  DESIGNATION -  LAS VEGAS
 AO0676  PID         -  AO0676
 AO0676  STATE/COUNTY-  TX/DIMMIT
 AO0676  USGS QUAD   -  LAS VEGAS (1974)
 AO0676
 AO0676                         *CURRENT SURVEY CONTROL
 AO0676  ___________________________________________________________________
 AO0676* NAD 83(1993)-  28 32 52.89676(N)    099 29 22.92806(W)     ADJUSTED  
 AO0676* NAVD 88     -       170.03   (+/-2cm)     557.8    (feet)  VERTCON   
 AO0676  ___________________________________________________________________
 AO0676  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AO0676  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AO0676
 AO0676  HORZ ORDER  -  FIRST
 AO0676  VERT ORDER  -  THIRD ? (See Below)
 AO0676
 AO0676.The horizontal coordinates were established by classical geodetic methods
 AO0676.and adjusted by the National Geodetic Survey in February 1996..
 AO0676
 AO0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0676.The vertical order pertains to the NGVD 29 superseded value.
 AO0676
 AO0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0676
 AO0676.The geoid height was determined by GEOID03.
 AO0676
 AO0676;                    North         East     Units Scale Factor Converg.
 AO0676;SPC TXSC     - 4,079,309.807   552,080.071   MT  0.99995680   -0 14 23.7
 AO0676;SPC TXSC     -13,383,535.59  1,811,282.70   sFT  0.99995680   -0 14 23.7
 AO0676;UTM  14      - 3,158,010.379   452,096.710   MT  0.99962832   -0 14 02.5
 AO0676
 AO0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0676!SPC TXSC     -   0.99997711  x   0.99995680  =   0.99993391
 AO0676!UTM  14      -   0.99997711  x   0.99962832  =   0.99960544
 AO0676
 AO0676|---------------------------------------------------------------------|
 AO0676| PID    Reference Object                     Distance      Geod. Az  |
 AO0676|                                                           dddmmss.s |
 AO0676| AO0240 A 216                                10.278 METERS 01033     |
 AO0676| CV5461 LAS VEGAS AZ MK                                    1035543.9 |
 AO0676| CV5462 LAS VEGAS RM 1                       18.566 METERS 10531     |
 AO0676| AO0757 BIG WELLS MUN TANK                  APPROX. 8.5 KM 2905640.0 |
 AO0676|---------------------------------------------------------------------|
 AO0676
 AO0676                          SUPERSEDED SURVEY CONTROL
 AO0676
 AO0676  NAD 83(1986)-  28 32 52.89472(N)    099 29 22.90598(W) AD(       ) 1
 AO0676  NAD 27      -  28 32 51.95658(N)    099 29 21.75385(W) AD(       ) 1
 AO0676  NGVD 29 (07/19/86)  169.94   (m)          557.5    (f) LEVELING    3  
 AO0676
 AO0676.Superseded values are not recommended for survey control.
 AO0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0676.See file dsdata.txt to determine how the superseded data were derived.
 AO0676
 AO0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS5209758010(NAD 83)
 AO0676_MARKER: DS = TRIANGULATION STATION DISK
 AO0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0676
 AO0676  HISTORY     - Date     Condition        Report By
 AO0676  HISTORY     - 1971     MONUMENTED       NGS
 AO0676
 AO0676                          STATION DESCRIPTION
 AO0676
 AO0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0676'THE STATION IS ABOUT 7-1/2 MILES NORTH AND 14 MILES WEST OF COTULLA,
 AO0676'5-1/2 MILES EAST AND 2 MILES SOUTH OF BIG WELLS, ON THE NORTH
 AO0676'RIGHT-OF-WAY OF FARM ROAD 468, BETWEEN THE ROAD AND RAILROAD
 AO0676'TRACKS.
 AO0676'
 AO0676'TO REACH THE STATION FROM THE POST OFFICE IN BIG WELLS, GO EAST ON
 AO0676'STATE HIGHWAY 85 FOR 3.0 MILES TO THE JUNCTION WITH FARM ROAD 468 ON
 AO0676'THE RIGHT.  TURN RIGHT AND GO SOUTH ON FARM ROAD 468 FOR 1.45 MILES
 AO0676'TO WHERE FARM ROAD 468 TURNS LEFT AND FARM ROAD 1019 CONTINUES
 AO0676'AHEAD.  TURN LEFT AND GO EAST ON FARM ROAD 468 FOR 1.75 MILES TO THE
 AO0676'STATION ON THE LEFT.
 AO0676'
 AO0676'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FARM ROAD 468
 AO0676'FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 AO0676'
 AO0676'STATION MARKS ARE STANDARD DISKS, STAMPED LAS VEGAS 1971.  THE
 AO0676'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AO0676'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 60.0 FEET
 AO0676'SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK, 48.0 FEET NORTH OF THE
 AO0676'CENTER OF FARM ROAD 468 AND 3.7 FEET SOUTHEAST OF A WITNESS POST.
 AO0676'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 46
 AO0676'INCHES BELOW THE GROUND SURFACE.
 AO0676'
 AO0676'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAS VEGAS NO 1 1971, SET
 AO0676'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0676'WITH THE GROUND.  IT IS 64.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 AO0676'RAILROAD TRACK, 63.8 FEET EAST OF THE WITNESS POST, 43.5 FEET
 AO0676'NORTH OF THE CENTER OF FARM ROAD 468 AND ABOUT THE SAME ELEVATION
 AO0676'AS THE STATION.
 AO0676'
 AO0676'BENCH MARK A 216 IS A STANDARD DISK, STAMPED A 216 1934, SET IN THE
 AO0676'TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 AO0676'THE GROUND.  IT IS 81.0 FEET NORTH OF THE CENTER OF FARM ROAD 468,
 AO0676'30.8 FEET NORTH OF THE WITNESS POST, 26.5 FEET SOUTH OF THE SOUTH
 AO0676'RAIL OF THE RAILROAD TRACK AND ABOUT THE SAME ELEVATION AS THE
 AO0676'STATION.
 AO0676'
 AO0676'AZIMUTH MARK IS A STANDARD DISK, STAMPED LAS VEGAS 1971, SET IN THE
 AO0676'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 AO0676'INCHES ABOVE THE GROUND.  IT IS 59.5 FEET SOUTH OF THE CENTER OF FARM
 AO0676'ROAD 468, 1.9 FEET NORTH OF A POWER LINE POLE, 1.5 FEET WEST OF A
 AO0676'WITNESS POST AND 0.7 FOOT NORTH OF A FENCE.
 AO0676'
 AO0676'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1178 ***********************************************************************
 CR1178  DESIGNATION -  LASSATER
 CR1178  PID         -  CR1178
 CR1178  STATE/COUNTY-  TX/MARION
 CR1178  USGS QUAD   -  LASSATER (1961)
 CR1178
 CR1178                         *CURRENT SURVEY CONTROL
 CR1178  ___________________________________________________________________
 CR1178* NAD 83(1993)-  32 50 08.21346(N)    094 30 01.09638(W)     ADJUSTED  
 CR1178* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 CR1178  ___________________________________________________________________
 CR1178  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CR1178  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CR1178
 CR1178  HORZ ORDER  -  THIRD
 CR1178
 CR1178.The horizontal coordinates were established by classical geodetic methods
 CR1178.and adjusted by the National Geodetic Survey in February 1996..
 CR1178
 CR1178.The orthometric height was scaled from a topographic map.
 CR1178
 CR1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1178
 CR1178.The geoid height was determined by GEOID03.
 CR1178
 CR1178;                    North         East     Units Scale Factor Converg.
 CR1178;SPC TXNC     - 2,136,751.320   974,340.497   MT  0.99987969   +2 10 53.1
 CR1178;SPC TXNC     - 7,010,324.96  3,196,648.78   sFT  0.99987969   +2 10 53.1
 CR1178;UTM  15      - 3,634,060.429   359,581.816   MT  0.99984312   -0 48 49.1
 CR1178
 CR1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1178!SPC TXNC     -   0.99998629  x   0.99987969  =   0.99986598
 CR1178!UTM  15      -   0.99998629  x   0.99984312  =   0.99982941
 CR1178
 CR1178:                Primary Azimuth Mark                     Grid Az
 CR1178:SPC TXNC     -  LASSATER AZ MK                           189 53 53.3
 CR1178:UTM  15      -  LASSATER AZ MK                           192 53 35.5
 CR1178
 CR1178|---------------------------------------------------------------------|
 CR1178| PID    Reference Object                     Distance      Geod. Az  |
 CR1178|                                                           dddmmss.s |
 CR1178| CX6627 LASSATER AZ MK                                     1920446.4 |
 CR1178| CX6628 LASSATER RM 1                        31.291 METERS 22925     |
 CR1178| CR1179 MIMS CHAPEL LOOKOUT TOWER           APPROX.12.6 KM 2710447.1 |
 CR1178| CX6629 LASSATER RM 2                        33.379 METERS 32548     |
 CR1178|---------------------------------------------------------------------|
 CR1178
 CR1178                          SUPERSEDED SURVEY CONTROL
 CR1178
 CR1178  NAD 83(1993)-  32 50 08.21917(N)    094 30 01.08682(W) AD(       ) 3
 CR1178  NAD 83(1986)-  32 50 08.21918(N)    094 30 01.08572(W) AD(       ) 3
 CR1178  NAD 27      -  32 50 07.73180(N)    094 30 00.35970(W) AD(       ) 3
 CR1178
 CR1178.Superseded values are not recommended for survey control.
 CR1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1178.See file dsdata.txt to determine how the superseded data were derived.
 CR1178
 CR1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS5958234060(NAD 83)
 CR1178_MARKER: DS = TRIANGULATION STATION DISK
 CR1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1178
 CR1178  HISTORY     - Date     Condition        Report By
 CR1178  HISTORY     - 1958     MONUMENTED       CGS
 CR1178  HISTORY     - 1988     GOOD             USPSQD
 CR1178
 CR1178                          STATION DESCRIPTION
 CR1178
 CR1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1178'THE STATION MARK IS LOCATED ON HIGHEST POINT OF A PROMINENT
 CR1178'LARGE ROUND TOP HILL, WHICH IS CLEARED AND USED AS PASTURE
 CR1178'LAND.  IT IS ABOUT 10 MILES NORTHWEST OF JEFFERSON, 5.6 MILES
 CR1178'SOUTHEAST OF AVINGER AND 0.25 MILE NORTH-NORTHEAST OF THE
 CR1178'SMALL VILLAGE OF LASSATER.  THE MARK IS 83 FEET SOUTH OF A
 CR1178'12-INCH TRIANGULAR BLAZED PINE TREE, 34 FEET NORTH OF THE
 CR1178'APPROXIMATE CENTER OF A TRACK ROAD AND 3 FEET NORTHWEST OF
 CR1178'A WITNESS POST.
 CR1178'
 CR1178'THE STATION MARK, A STANDARD DISK STAMPED LASSATER 1957,
 CR1178'IS SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST FLUSH
 CR1178'WITH THE SURFACE OF THE GROUND.
 CR1178'
 CR1178'REFERENCE MARK NO 1, A STANDARD DISK STAMPED LASSATER NO 1
 CR1178'1957, IS SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST
 CR1178'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 95 FEET NORTH
 CR1178'OF A 18-INCH PINE TREE AND ABOUT THE SAME ELEVATION AS THE
 CR1178'STATION MARK.
 CR1178'
 CR1178'REFERENCE MARK NO 2, A STANDARD DISK STAMPED LASSATER NO 2
 CR1178'1957, IS SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST
 CR1178'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 25 FEET WEST
 CR1178'OF A 8-INCH PINE TREE AND IS ABOUT 5 FEET LOWER THAN THE
 CR1178'STATION MARK.
 CR1178'
 CR1178'THE AZIMUTH MARK, A STANDARD DISK STAMPED LASSATER 1957,
 CR1178'IS SET IN THE TOP, CENTER, OF A CONCRETE CULVERT ABUTMENT
 CR1178'PROJECTING ABOUT 18 INCHES ABOVE THE ROAD SURFACE.  IT IS
 CR1178'70 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 49 AND 15
 CR1178'FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.
 CR1178'
 CR1178'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 CR1178'AND STATE HIGHWAY 49 IN THE NORTH EDGE OF JEFFERSON, TEXAS.
 CR1178'GO WEST-NORTHWEST ON STATE HIGHWAY 49 FOR 9.85 MILES TO A
 CR1178'FORK, ABOUT 0.1 MILE EAST OF THE GROCERY STORE IN THE EAST
 CR1178'EDGE OF THE VILLAGE OF LASSATER.  TAKE THE RIGHT FORK, A
 CR1178'GRAVELED ROAD, AND GO ABOUT 50 YARDS TO A CONCRETE CULVERT
 CR1178'AND THE AZIMUTH MARK ON THE LEFT, AS DESCRIBED.  CONTINUE
 CR1178'WEST ON THE GRAVELED ROAD FOR ABOUT 50 YARDS TO A CROSSROAD
 CR1178'JUST NORTH OF THE GROCERY STORE.  TURN RIGHT, NORTH, AND
 CR1178'GO ABOUT 25 YARDS, CROSSING THE RAILROAD TRACKS TO A T-ROAD.
 CR1178'TURN LEFT AND GO WEST-NORTHWEST ON THE BLADED DIRT ROAD FOR
 CR1178'0.3 MILE TO A WIRE GATE ON THE RIGHT.  PASS THROUGH THE
 CR1178'GATE AND GO EAST-SOUTHEAST ON A TRACK ROAD ACROSS THE
 CR1178'PASTURE FOR 0.2 MILE TO THE HIGHEST POINT OF THE HILL
 CR1178'AND THE STATION, AS DESCRIBED.
 CR1178'
 CR1178'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1178
 CR1178                          STATION RECOVERY (1988)
 CR1178
 CR1178'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFA)
 CR1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1437 ***********************************************************************
 DM1437  DESIGNATION -  LASSITER
 DM1437  PID         -  DM1437
 DM1437  STATE/COUNTY-  TX/LAMAR
 DM1437  USGS QUAD   -  TOCO (1984)
 DM1437
 DM1437                         *CURRENT SURVEY CONTROL
 DM1437  ___________________________________________________________________
 DM1437* NAD 83(1993)-  33 42 18.57801(N)    095 44 24.88757(W)     ADJUSTED  
 DM1437* NAVD 88     -       180.88   (+/-2cm)     593.4    (feet)  VERTCON   
 DM1437  ___________________________________________________________________
 DM1437  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DM1437  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DM1437
 DM1437  HORZ ORDER  -  FIRST
 DM1437  VERT ORDER  -  THIRD ? (See Below)
 DM1437
 DM1437.The horizontal coordinates were established by classical geodetic methods
 DM1437.and adjusted by the National Geodetic Survey in February 1996..
 DM1437
 DM1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1437.The vertical order pertains to the NGVD 29 superseded value.
 DM1437
 DM1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1437
 DM1437.The geoid height was determined by GEOID03.
 DM1437
 DM1437;                    North         East     Units Scale Factor Converg.
 DM1437;SPC TXNC     - 2,229,414.393   855,791.317   MT  0.99993753   +1 30 18.6
 DM1437;SPC TXNC     - 7,314,337.05  2,807,708.68   sFT  0.99993753   +1 30 18.6
 DM1437;UTM  15      - 3,732,837.170   246,035.751   MT  1.00039521   -1 31 17.1
 DM1437
 DM1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1437!SPC TXNC     -   0.99997586  x   0.99993753  =   0.99991339
 DM1437!UTM  15      -   0.99997586  x   1.00039521  =   1.00037106
 DM1437
 DM1437:                Primary Azimuth Mark                     Grid Az
 DM1437:SPC TXNC     -  CAMP MAXEY WATER TANK                    062 53 09.3
 DM1437:UTM  15      -  CAMP MAXEY WATER TANK                    065 54 45.0
 DM1437
 DM1437|---------------------------------------------------------------------|
 DM1437| PID    Reference Object                     Distance      Geod. Az  |
 DM1437|                                                           dddmmss.s |
 DM1437| DM1416 CAMP MAXEY WATER TANK               APPROX.19.3 KM 0642327.9 |
 DM1437| DM1425 PARIS NW MUNICIPAL TANK             APPROX.17.2 KM 1045830.6 |
 DM1437| DM1432 PARIS MUNICIPAL STANDPIPE           APPROX.18.5 KM 1054729.6 |
 DM1437| DM1431 PARIS SW MUNICIPAL TANK             APPROX.17.9 KM 1085925.2 |
 DM1437| CY1461 LASSITER RM 1                        41.040 METERS 12959     |
 DM1437| CY1459 LASSITER AZ MK                                     2090948.6 |
 DM1437| CY1462 LASSITER RM 2                        50.279 METERS 21706     |
 DM1437| CY1460 LASSITER AZ MK 2                                   2281018.0 |
 DM1437| DM1443 HONEY GROVE MUNICIPAL TANK          APPROX.19.8 KM 2303130.0 |
 DM1437|---------------------------------------------------------------------|
 DM1437
 DM1437                          SUPERSEDED SURVEY CONTROL
 DM1437
 DM1437  NAD 83(1993)-  33 42 18.57880(N)    095 44 24.88685(W) AD(       ) 1
 DM1437  NAD 83(1986)-  33 42 18.58442(N)    095 44 24.87748(W) AD(       ) 1
 DM1437  NAD 27      -  33 42 18.21700(N)    095 44 24.01000(W) AD(       ) 1
 DM1437  NGVD 29 (07/19/86)  180.85   (m)          593.3    (f) LEVELING    3  
 DM1437
 DM1437.Superseded values are not recommended for survey control.
 DM1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1437.See file dsdata.txt to determine how the superseded data were derived.
 DM1437
 DM1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4603632837(NAD 83)
 DM1437_MARKER: DS = TRIANGULATION STATION DISK
 DM1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1437
 DM1437  HISTORY     - Date     Condition        Report By
 DM1437  HISTORY     - 1935     MONUMENTED       CGS
 DM1437  HISTORY     - 1939     GOOD             TXGS
 DM1437  HISTORY     - 1951     GOOD             CGS
 DM1437  HISTORY     - 1957     GOOD             CGS
 DM1437  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM1437
 DM1437                          STATION DESCRIPTION
 DM1437
 DM1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1437'STATION IS ABOUT 1/2 MILE NE OF THE SMALL SETTLEMENT OF MAXEY,
 DM1437'ABOUT 12 MILES WNW OF PARIS.  AND ABOUT 7 MILES N OF HIGH, ON
 DM1437'LAND OWNED BY D.Y. LASSITER.  THE STATION IS IN THE BARNYARD
 DM1437'OF MR. LASSITERS FARM.  1/2 FOOT N OF THE FENCE BETWEEN THE
 DM1437'BARNYARD AND AN ORCHARD.  59 FEET SSW OF THE SW CORNER OF THE
 DM1437'BARN.  102 FEET SE OF AN OPEN WELL.  121 FEET ESE OF THE NE
 DM1437'CORNER OF THE HOUSE.  AND PROJECTS 2 INCHES.
 DM1437'
 DM1437'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1437'BRONZE DISKS SET IN CONCRETE.
 DM1437'
 DM1437'REFERENCE MARK NO. 1 IS SE OF THE STATION.  1/2 FOOT S OF THE
 DM1437'N RIGHT-OF-WAY FENCE OF THE E-W ROAD PAST THE STATION.  207.64
 DM1437'FEET ENE OF REFERENCE MARK NO. 2 AND PROJECTS 3 INCHES.
 DM1437'
 DM1437'REFERENCE MARK NO. 2 IS SW OF THE STATION.  1/4 FOOT N OF
 DM1437'THE S RIGHT-OF-WAY FENCE OF THE ROAD.  DUE S OF THE WELL AND
 DM1437'PROJECTS 3 INCHES.
 DM1437'
 DM1437'AZIMUTH MARK IS SSW OF THE STATION IN THE W RIGHT-OF-WAY FENCE
 DM1437'OF A N-S ROAD.  70 YARDS N OF A FARMHOUSE WITH A GROUP OF
 DM1437'CEDARS IN THE YARD.  200 YARDS S OF A T-INTERSECTION AND IS SET
 DM1437'FLUSH.
 DM1437'
 DM1437'TO REACH FROM HIGH, GO N ON A DIRT ROAD 2 MILES, JOG W 0.05
 DM1437'MILE, AND CONTINUE N 0.75 MILE, JOG E 0.05 MILE AND CONTINUE
 DM1437'N 3.5 MILES.  TURN E AT SCHOOLHOUSE, GO 1/4 MILE, TURN N,
 DM1437'GO 0.1 MILE, TURN E AND GO 0.15 MILE TO MR. LASSITERS HOUSE AND
 DM1437'THE STATION.
 DM1437'
 DM1437'ALL LIGHTS COME INTO VIEW AT 20 FEET.
 DM1437
 DM1437                          STATION RECOVERY (1939)
 DM1437
 DM1437'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 DM1437'THIS STATION AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED IN
 DM1437'GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DUG UP AND MOVED
 DM1437'SOUTHERLY ABOUT 10 FEET BY A ROAD WIDENING PROJECT.  THIS
 DM1437'INFORMATION WAS OBTAINED FROM A LOCAL RESIDENT WHO LIVES JUST
 DM1437'S OF THE LOCATION OF THE AZIMUTH MARK.
 DM1437
 DM1437                          STATION RECOVERY (1951)
 DM1437
 DM1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1437'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 DM1437'GOOD CONDITION EXCEPT THE AZIMUTH MARK.  A NEW AZIMUTH MARK
 DM1437'WAS SET.  THE 1935 DESCRIPTION IS ADEQUATE EXCEPT THE DISTANCE
 DM1437'AND DIRECTION TO THE REFERENCE MARKS DID NOT CHECK WITH THE
 DM1437'1951.
 DM1437'
 DM1437'AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF A DIRT
 DM1437'ROAD, 1.5 FEET NORTH OF A T-FENCE CORNER AND 1 FOOT NORTH
 DM1437'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 DM1437'IS STAMPED LASSITER 1951.
 DM1437'
 DM1437'A NEW TO REACH DESCRIPTION FOLLOWS.
 DM1437'
 DM1437'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN PARIS,
 DM1437'GO WEST ON HIGHWAY 82 3.7 MILES TO FARM ROAD 1510 FORKING
 DM1437'TO THE RIGHT, TURN RIGHT ON FARM ROAD 1510 4.3 MILES TO A
 DM1437'T-INTERSECTION, TURN RIGHT (NORTH) ON FARM ROAD 38 AND GO
 DM1437'NORTH AND WEST 2.7 MILES TO CROSS ROADS WITH A WHITE HOUSE
 DM1437'IN THE SOUTHWEST ANGLE, TURN LEFT (WEST) WITH FARM ROAD 38
 DM1437'2.7 MILES TO POINT WHERE FARM ROAD 38 TURNS WEST.  HERE TAKE
 DM1437'DIRT ROAD NORTH 0.15 MILE, TURN RIGHT (EAST) 0.15 MILE TO A
 DM1437'FARM HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 DM1437'
 DM1437'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.15
 DM1437'MILE, TURN LEFT (SOUTH) 0.15 MILE TO THE MARK ON THE LEFT
 DM1437'JUST BEFORE REACHING THE FARM ROAD 38.
 DM1437'
 DM1437'OBSERVATIONS TAKEN FROM A 64 FT. STEEL TOWER.
 DM1437
 DM1437                          STATION RECOVERY (1957)
 DM1437
 DM1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1437'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTION
 DM1437'CHANGES FOR PROCEEDING TO STATION SITE ARE--GO EAST ON F.M. 38
 DM1437'FROM MAXEY APPROXIMATELY 0.8 MILE TO COUNTY ROAD NORTH.  GO
 DM1437'NORTH ON COUNTY ROAD 0.1 MILE TO ROAD EAST.  GO EAST ON COUNTY
 DM1437'ROAD 0.15 MILE TO FARM HOUSE ON LEFT AND STATION.
 DM1437
 DM1437                          STATION RECOVERY (1995)
 DM1437
 DM1437'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1673 ***********************************************************************
 FL1673  DESIGNATION -  LAST
 FL1673  PID         -  FL1673
 FL1673  STATE/COUNTY-  TX/HUTCHINSON
 FL1673  USGS QUAD   -  STINNETT STATION (1978)
 FL1673
 FL1673                         *CURRENT SURVEY CONTROL
 FL1673  ___________________________________________________________________
 FL1673* NAD 83(1993)-  35 55 36.37268(N)    101 16 58.41236(W)     ADJUSTED  
 FL1673* NAVD 88     -       967.     (meters)    3173.     (feet)  SCALED    
 FL1673  ___________________________________________________________________
 FL1673  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FL1673  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FL1673
 FL1673  HORZ ORDER  -  THIRD
 FL1673
 FL1673.The horizontal coordinates were established by classical geodetic methods
 FL1673.and adjusted by the National Geodetic Survey in February 1996..
 FL1673
 FL1673.The orthometric height was scaled from a topographic map.
 FL1673
 FL1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1673
 FL1673.The geoid height was determined by GEOID03.
 FL1673
 FL1673;                    North         East     Units Scale Factor Converg.
 FL1673;SPC TX N     - 1,213,774.886   219,592.319   MT  0.99995022   +0 07 33.0
 FL1673;SPC TX N     - 3,982,193.11    720,445.80   sFT  0.99995022   +0 07 33.0
 FL1673;UTM  14      - 3,978,234.493   294,041.170   MT  1.00012272   -1 20 23.9
 FL1673
 FL1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1673!SPC TX N     -   0.99985244  x   0.99995022  =   0.99980267
 FL1673!UTM  14      -   0.99985244  x   1.00012272  =   0.99997514
 FL1673
 FL1673:                Primary Azimuth Mark                     Grid Az
 FL1673:SPC TX N     -  LONG                                     101 09 00.9
 FL1673:UTM  14      -  LONG                                     102 36 57.8
 FL1673
 FL1673|---------------------------------------------------------------------|
 FL1673| PID    Reference Object                     Distance      Geod. Az  |
 FL1673|                                                           dddmmss.s |
 FL1673| FL1670 LONG                                APPROX. 2.6 KM 1011633.9 |
 FL1673|---------------------------------------------------------------------|
 FL1673
 FL1673                          SUPERSEDED SURVEY CONTROL
 FL1673
 FL1673  NAD 83(1993)-  35 55 36.37304(N)    101 16 58.41186(W) AD(       ) 3
 FL1673  NAD 83(1986)-  35 55 36.38065(N)    101 16 58.40039(W) AD(       ) 3
 FL1673  NAD 27      -  35 55 36.24606(N)    101 16 56.82111(W) AD(       ) 3
 FL1673
 FL1673.Superseded values are not recommended for survey control.
 FL1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1673.See file dsdata.txt to determine how the superseded data were derived.
 FL1673
 FL1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9404178234(NAD 83)
 FL1673_MARKER: DD = SURVEY DISK
 FL1673_SETTING: 0 = UNSPECIFIED SETTING
 FL1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1673
 FL1673  HISTORY     - Date     Condition        Report By
 FL1673  HISTORY     - 1952     MONUMENTED       USGS
 FL1673
 FL1673                          STATION DESCRIPTION
 FL1673
 FL1673'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1673'TO REACH FROM STINNETT POST OFFICE GO NE. ON HIGHWAY 117 12.2 MI. TO
 FL1673'RD. ON RIGHT.  TURN RIGHT E., GO 5.0 MI. TO CROSSROADS.  TURN RIGHT,
 FL1673'S., GO 1.0 MI. TURN LEFT, E., GO 0.5 MI. TO RD. ON RIGHT TO OWNBEY
 FL1673'RANCH.  TURN RIGHT S., GO 0.6 MI. TO GATE ON E. SIDE OF HOUSE.  GO
 FL1673'THROUGH GATE, FOLLOW PIPE LINE SW. 0.7 MI. TO GATE IN E-W. FENCE.
 FL1673'FOLLOW PIPE LINE S. 0.5 MI. TO RD. ON LEFT SIDE OF PIPELINE AND
 FL1673'PARALLEL TO IT FOR A SHORT DISTANCE.  GO SE. ON THIS RD.  0.3 MI. TO
 FL1673'RD. FORK.  TAKE RIGHT FORK S., 0.8 MI. LEAVE RD., TURN RIGHT W., GO
 FL1673'0.1 MI. TO STATION ABOUT 0.1 MI. N. OF E-W. FENCE.
 FL1673'
 FL1673'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED
 FL1673'---LAST 1952---.
 FL1673'
 FL1673'REFERENCE MARK NO.1 - 1 IN. IRON PIPE DRIVEN IN GROUND 41.50 FT. FROM
 FL1673'STATION, N 58 DEG 38 MIN 15 SEC E.
 FL1673'
 FL1673'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 41.90 FT. FROM
 FL1673'STATION, N 40 DEG 56 MIN 53 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6178 ***********************************************************************
 AW6178  DESIGNATION -  LAST 1930
 AW6178  PID         -  AW6178
 AW6178  STATE/COUNTY-  TX/CHAMBERS
 AW6178  USGS QUAD   -  MORGANS POINT (1993)
 AW6178
 AW6178                         *CURRENT SURVEY CONTROL
 AW6178  ___________________________________________________________________
 AW6178* NAD 83(1993)-  29 38 26.75438(N)    094 57 47.64271(W)     ADJUSTED  
 AW6178* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6178  ___________________________________________________________________
 AW6178  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW6178  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW6178
 AW6178  HORZ ORDER  -  THIRD
 AW6178
 AW6178.The horizontal coordinates were established by classical geodetic methods
 AW6178.and adjusted by the National Geodetic Survey in February 1996..
 AW6178
 AW6178.The orthometric height was scaled from a topographic map.
 AW6178
 AW6178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6178
 AW6178.The geoid height was determined by GEOID03.
 AW6178
 AW6178;                    North         East     Units Scale Factor Converg.
 AW6178;SPC TXSC     - 4,207,056.584   990,762.181   MT  0.99987744   +1 58 39.6
 AW6178;SPC TXSC     -13,802,651.48  3,250,525.59   sFT  0.99987744   +1 58 39.6
 AW6178;UTM  15      - 3,280,590.972   309,953.228   MT  1.00004566   -0 58 16.4
 AW6178
 AW6178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6178!SPC TXSC     -   1.00000410  x   0.99987744  =   0.99988154
 AW6178!UTM  15      -   1.00000410  x   1.00004566  =   1.00004976
 AW6178
 AW6178                          SUPERSEDED SURVEY CONTROL
 AW6178
 AW6178  NAD 83(1986)-  29 38 26.77086(N)    094 57 47.62365(W) AD(       ) 3
 AW6178  NAD 27      -  29 38 25.94070(N)    094 57 46.89056(W) AD(       ) 3
 AW6178
 AW6178.Superseded values are not recommended for survey control.
 AW6178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6178.See file dsdata.txt to determine how the superseded data were derived.
 AW6178
 AW6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0995380591(NAD 83)
 AW6178_MARKER: X = CHISELED CROSS
 AW6178_SETTING: 0 = UNSPECIFIED SETTING
 AW6178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6178
 AW6178  HISTORY     - Date     Condition        Report By
 AW6178  HISTORY     - 1930     MONUMENTED       CGS
 AW6178  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6178
 AW6178                          STATION DESCRIPTION
 AW6178
 AW6178'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6178'AT GALVESTON BAY, ON THE SECOND SMALL ISLAND SEAWARD FROM BEACON
 AW6178'26, 115 METERS S FROM U.S.E. BASE LINE PILING NO. 16+00 SET ON THE
 AW6178'EDGE OF THE CHANNEL TO THE W.  THE ISLAND IS 19 METERS WIDE BY
 AW6178'30 METERS LONG.  IT IS GRASS-COVERED AND AT LOW TIDE IS CONNECTED
 AW6178'TO THE OTHER ISLANDS BY A LOW SAND FLAT.  STATION IS 4 METERS
 AW6178'FROM THE S END OF ISLAND AND 10 METERS FROM THE SHORELINE ON
 AW6178'THE W.
 AW6178'
 AW6178'STATION MARK IS A CROSS IN THE END OF A 1/2-INCH BRASS ROD SET
 AW6178'IN THE TOP OF A 4-INCH SQUARE CONCRETE POST PROJECTING ABOUT
 AW6178'3 INCHES ABOVE GROUND.
 AW6178'
 AW6178'THE REFERENCE MARKS ARE SIMILAR TO THE STATION MARK EXCEPT THERE
 AW6178'IS NO CROSS IN THE TOP AND THEY HAVE THE REFERENCE NUMBER STAMPED
 AW6178'ON THEM.
 AW6178'
 AW6178'REFERENCE MARK 1 IS 12.25 METERS FROM THE STATION S 67 DEG 30 MIN W.
 AW6178'
 AW6178'REFERENCE MARK 2 IS 14.10 METERS FROM THE STATION N 05 DEG W.
 AW6178
 AW6178                          STATION RECOVERY (1952)
 AW6178
 AW6178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6178'STATION WAS NOT RECOVERED.  A THOROUGH SEARCH MADE BY A TWO-MAN
 AW6178'PARTY.  SPOIL FROM THE HOUSTON SHIP CHANNEL HAS BEEN PUMPED
 AW6178'AROUND THE STATION SITE.
 AW6178'
 AW6178'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0876 ***********************************************************************
 DO0876  DESIGNATION -  LAST ET
 DO0876  PID         -  DO0876
 DO0876  STATE/COUNTY-  TX/KNOX
 DO0876  USGS QUAD   -  MUNDAY EAST (1968)
 DO0876
 DO0876                         *CURRENT SURVEY CONTROL
 DO0876  ___________________________________________________________________
 DO0876* NAD 83(1993)-  33 24 22.68130(N)    099 30 55.49782(W)     ADJUSTED  
 DO0876* NAVD 88     -       451.5    (meters)    1481.     (feet)  VERTCON   
 DO0876  ___________________________________________________________________
 DO0876  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DO0876  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DO0876
 DO0876  HORZ ORDER  -  SECOND
 DO0876
 DO0876.The horizontal coordinates were established by classical geodetic methods
 DO0876.and adjusted by the National Geodetic Survey in February 1996..
 DO0876
 DO0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0876
 DO0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0876
 DO0876.The geoid height was determined by GEOID03.
 DO0876
 DO0876;                    North         East     Units Scale Factor Converg.
 DO0876;SPC TXNC     - 2,193,365.844   505,555.126   MT  0.99989172   -0 33 13.7
 DO0876;SPC TXNC     - 7,196,067.77  1,658,642.11   sFT  0.99989172   -0 33 13.7
 DO0876;UTM  14      - 3,696,449.598   452,073.615   MT  0.99962832   -0 17 01.6
 DO0876
 DO0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0876!SPC TXNC     -   0.99993356  x   0.99989172  =   0.99982529
 DO0876!UTM  14      -   0.99993356  x   0.99962832  =   0.99956191
 DO0876
 DO0876|---------------------------------------------------------------------|
 DO0876| PID    Reference Object                     Distance      Geod. Az  |
 DO0876|                                                           dddmmss.s |
 DO0876| DO0875 ET 16 WXW                             6.662 METERS 17857     |
 DO0876| DO0872 GOREE ET                            APPROX. 6.7 KM 3341805.3 |
 DO0876| CX8495 LAST ET RM 2                          7.000 METERS 35829     |
 DO0876|---------------------------------------------------------------------|
 DO0876
 DO0876                          SUPERSEDED SURVEY CONTROL
 DO0876
 DO0876  NAD 83(1993)-  33 24 22.68357(N)    099 30 55.49782(W) AD(       ) 2
 DO0876  NAD 83(1986)-  33 24 22.68833(N)    099 30 55.49018(W) AD(       ) 2
 DO0876  NAD 27      -  33 24 22.33747(N)    099 30 54.18977(W) AD(       ) 2
 DO0876  NGVD 29 (07/19/86)  451.4    (m)         1481.     (f) VERT ANG       
 DO0876
 DO0876.Superseded values are not recommended for survey control.
 DO0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0876.See file dsdata.txt to determine how the superseded data were derived.
 DO0876
 DO0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5207496450(NAD 83)
 DO0876_MARKER: DD = SURVEY DISK
 DO0876_SETTING: 0 = UNSPECIFIED SETTING
 DO0876
 DO0876  HISTORY     - Date     Condition        Report By
 DO0876  HISTORY     - 1966     MONUMENTED       USGS
 DO0876
 DO0876                          STATION DESCRIPTION
 DO0876
 DO0876'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (CFL)
 DO0876'LOCATED SOUTH 64 DEG EAST ABOUT 7 MILES (AIRLINE) FROM MUNDAY,
 DO0876'TEXAS.  SOUTH 7 DEG EAST ABOUT 5 MILES (AIRLINE) FROM GOREE,
 DO0876'TEXAS.  ON THE FARM-TO-MARKET ROAD 266.  48 FEET WEST OF THE CENTER
 DO0876'OF THE ROAD.  2.4 FEET EAST OF A FENCE.  2.6 FEET SOUTH OF A
 DO0876'USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION SITE CAN
 DO0876'BE LOCATED ON THE WICHITA FALLS (NI 14-8) 1--250,000-SERIES MAP.
 DO0876'
 DO0876'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0876'
 DO0876'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0876'ROD DRIVEN TO A DEPTH OF 10 FEET AND CENTERED IN A 6 INCH TILE,
 DO0876'12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH GROUND AND
 DO0876'STAMPED LAST ET 1966.
 DO0876'
 DO0876'REFERENCE MARK NO. 1 IS A PREVIOUSLY ESTABLISHED USGS ALUMINUM
 DO0876'STATION MARK TABLET SET IN A CONCRETE POST FLUSH WITH THE
 DO0876'GROUND.  LOCATED 47 FEET WEST OF THE CENTER OF THE ROAD.  3 FEET
 DO0876'EAST OF A FENCE.  21.852 FEET (6.662 METERS) SOUTH OF THE STATION
 DO0876'MARK.  AND STAMPED ET 16 WXW 1962 LAST ET RM NO. 1 1962-1967.
 DO0876'
 DO0876'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DO0876'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET AND CENTERED
 DO0876'IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  LOCATED
 DO0876'22.965 FEET (7.000 METERS) NORTH FROM THE STATION MARK.  STAMPED
 DO0876'LAST NO. 2 1966.
 DO0876'
 DO0876'AZIMUTH MARK--USGS STATION GOREE ET 1966 IS VISIBLE FROM THE
 DO0876'GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1436 ***********************************************************************
 AB1436  DESIGNATION -  LAST RESORT
 AB1436  PID         -  AB1436
 AB1436  STATE/COUNTY-  TX/KENEDY
 AB1436  USGS QUAD   -  SOUTH OF POTRERO LOPENO NW (1975)
 AB1436
 AB1436                         *CURRENT SURVEY CONTROL
 AB1436  ___________________________________________________________________
 AB1436* NAD 83(1993)-  26 42 23.74144(N)    097 27 56.82314(W)     ADJUSTED  
 AB1436* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AB1436  ___________________________________________________________________
 AB1436  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 AB1436  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AB1436
 AB1436  HORZ ORDER  -  THIRD
 AB1436
 AB1436.The horizontal coordinates were established by classical geodetic methods
 AB1436.and adjusted by the National Geodetic Survey in February 1996..
 AB1436
 AB1436.The orthometric height was scaled from a topographic map.
 AB1436
 AB1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1436
 AB1436.The geoid height was determined by GEOID03.
 AB1436
 AB1436;                    North         East     Units Scale Factor Converg.
 AB1436;SPC TX S     - 5,115,637.204   402,905.415   MT  0.99990792   +0 28 10.3
 AB1436;SPC TX S     -16,783,553.06  1,321,865.52   sFT  0.99990792   +0 28 10.3
 AB1436;UTM  14      - 2,954,857.082   652,621.518   MT  0.99988757   +0 41 22.7
 AB1436
 AB1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1436!SPC TX S     -   1.00000352  x   0.99990792  =   0.99991144
 AB1436!UTM  14      -   1.00000352  x   0.99988757  =   0.99989109
 AB1436
 AB1436|---------------------------------------------------------------------|
 AB1436| PID    Reference Object                     Distance      Geod. Az  |
 AB1436|                                                           dddmmss.s |
 AB1436| CV2566 LAST RESORT RM                       18.840 METERS 21544     |
 AB1436| AB1457 TOPO 1878                           APPROX. 5.4 KM 3532411.2 |
 AB1436|---------------------------------------------------------------------|
 AB1436
 AB1436                          SUPERSEDED SURVEY CONTROL
 AB1436
 AB1436  NAD 83(1986)-  26 42 23.75649(N)    097 27 56.79104(W) AD(       ) 3
 AB1436  NAD 27      -  26 42 22.51900(N)    097 27 55.84400(W) AD(       ) 3
 AB1436
 AB1436.Superseded values are not recommended for survey control.
 AB1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1436.See file dsdata.txt to determine how the superseded data were derived.
 AB1436
 AB1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5262254857(NAD 83)
 AB1436_MARKER: DS = TRIANGULATION STATION DISK
 AB1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1436
 AB1436  HISTORY     - Date     Condition        Report By
 AB1436  HISTORY     - 1913     MONUMENTED       CGS
 AB1436  HISTORY     - 1932     MARK NOT FOUND   CGS
 AB1436  HISTORY     - 1938     MARK NOT FOUND   CGS
 AB1436
 AB1436                          STATION DESCRIPTION
 AB1436
 AB1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1436'THE STATION IS ON THE MAINLAND, NEAR A SMALL POINT MAKING
 AB1436'OUT JUST S OF A STEEP-SIDED BANK.  IT IS ON THE HIGHER
 AB1436'GROUND IN A SANDY PLACE ALMOST BARE OF GRASS AND ABOUT 5
 AB1436'FEET ABOVE HIGH-WATER LINE.  THE STATION AND REFERENCE MARKS
 AB1436'WERE SET FLUSH WITH THE SURFACE.  THE STATION WAS MARKED
 AB1436'BY A CEMENT POST WHICH IS 2-1/2 FEET LONG AND 7-1/2 INCHES
 AB1436'IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD DISK
 AB1436'STATION MARK IS SET INTO THE CENTER OF THE TOP OF THE COLUMN.
 AB1436'THE SUB-SURFACE MARK IS A NAIL OR SMALL WOODEN PEG SET INTO
 AB1436'A SMALL QUANTITY OF CEMENT, WHICH IS 6 INCHES BELOW THE
 AB1436'CEMENT POST.  SIX INCHES OF SAND OR EARTH SEPARATES THE
 AB1436'SURFACE AND SUB-SURFACE MARKS.  THE REFERENCE MARK IS A
 AB1436'CEMENT POST 2-1/2 FEET LONG AND 5-1/2 INCHES IN DIAMETER,
 AB1436'INCASED IN A PIPE OF TIN.  A STANDARD DISK REFERENCE
 AB1436'MARK IS SET INTO THE TOP OF THE POST.  THE TABLET HAS AN
 AB1436'ARROW WHICH POINTS TOWARD THE STATION.  IT IS
 AB1436'S 35 DEG 44 MIN W AND IS 18.84 METERS (61.8 FEET) FROM THE
 AB1436'STATION.  OTHER DISTANCES ARE--TO FENCE LINE 300 METERS
 AB1436'(984 FEET).  TO E BANK 10 METERS (33 FEET).  TO HILL TO W
 AB1436'200 METERS (656 FEET).  TO POINT OF ROCK LEDGE (COARSE
 AB1436'GYPSUM ROCK) 150 METERS (492 FEET).  OTHER BEARINGS
 AB1436'ARE--TO WINDMILL S 89 DEG 42 MIN W.  TO FIRST POINT
 AB1436'OF LAND TO N 05 DEG 31 MIN W.
 AB1436
 AB1436                          STATION RECOVERY (1932)
 AB1436
 AB1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (WCR)
 AB1436'NEITHER THE STATION NOR REFERENCE MARK COULD BE FOUND.  THE
 AB1436'GROUND SURFACE WAS REMOVED AT THE APPROXIMATE LOCATION OF
 AB1436'THE STATION IN AN EFFORT TO LOCATE THE MONUMENT.
 AB1436
 AB1436                          STATION RECOVERY (1938)
 AB1436
 AB1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1436'THIS STATION COULD NOT BE FOUND BY THE U.S.E.D. IN 1932.
 AB1436'IT COULD NOT BE FOUND BY THIS PARTY.  NO EXTENSIVE SEARCH
 AB1436'FOR THE STATION WAS MADE BY THIS PARTY.  THE STATION HAS
 AB1436'PROBABLY BEEN DESTROYED AND SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0954 ***********************************************************************
 CB0954  DESIGNATION -  LAST SECONDARY
 CB0954  PID         -  CB0954
 CB0954  STATE/COUNTY-  TX/REAGAN
 CB0954  USGS QUAD   -  BIG LAKE SE (1971)
 CB0954
 CB0954                         *CURRENT SURVEY CONTROL
 CB0954  ___________________________________________________________________
 CB0954* NAD 83(1993)-  31 05 55.81506(N)    101 22 02.27111(W)     ADJUSTED  
 CB0954* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 CB0954  ___________________________________________________________________
 CB0954  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CB0954  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CB0954
 CB0954  HORZ ORDER  -  THIRD
 CB0954
 CB0954.The horizontal coordinates were established by classical geodetic methods
 CB0954.and adjusted by the National Geodetic Survey in February 1996..
 CB0954
 CB0954.The orthometric height was scaled from a topographic map.
 CB0954
 CB0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0954
 CB0954.The geoid height was determined by GEOID03.
 CB0954
 CB0954;                    North         East     Units Scale Factor Converg.
 CB0954;SPC TX C     - 3,159,221.841   601,366.952   MT  0.99988318   -0 31 57.2
 CB0954;SPC TX C     -10,364,880.32  1,972,984.74   sFT  0.99988318   -0 31 57.2
 CB0954;UTM  14      - 3,442,965.875   274,206.671   MT  1.00022891   -1 13 23.8
 CB0954
 CB0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0954!SPC TX C     -   0.99987214  x   0.99988318  =   0.99975533
 CB0954!UTM  14      -   0.99987214  x   1.00022891  =   1.00010102
 CB0954
 CB0954:                Primary Azimuth Mark                     Grid Az
 CB0954:SPC TX C     -  COX                                      339 51 00.2
 CB0954:UTM  14      -  COX                                      340 32 26.8
 CB0954
 CB0954|---------------------------------------------------------------------|
 CB0954| PID    Reference Object                     Distance      Geod. Az  |
 CB0954|                                                           dddmmss.s |
 CB0954| CB0959 COX                                 APPROX. 5.5 KM 3391903.0 |
 CB0954|---------------------------------------------------------------------|
 CB0954
 CB0954                          SUPERSEDED SURVEY CONTROL
 CB0954
 CB0954  NAD 83(1986)-  31 05 55.82452(N)    101 22 02.25599(W) AD(       ) 3
 CB0954  NAD 27      -  31 05 55.24831(N)    101 22 00.84311(W) AD(       ) 3
 CB0954
 CB0954.Superseded values are not recommended for survey control.
 CB0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0954.See file dsdata.txt to determine how the superseded data were derived.
 CB0954
 CB0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV7420742966(NAD 83)
 CB0954
 CB0954  HISTORY     - Date     Condition        Report By
 CB0954  HISTORY     - UNK      MONUMENTED
 CB0954  HISTORY     - 1971     GOOD             USGS
 CB0954
 CB0954                          STATION DESCRIPTION
 CB0954
 CB0954'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0954'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0954'
 CB0954'FROM THE INTERSECTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 137, IN
 CB0954'BIG LAKE, GO 3.4 MI. S. ALONG STATE HIGHWAY 137 TO A T-JUNCTION,
 CB0954'TURN LEFT AND FOLLOW GRADED RD. DUE E. FOR 2.2 MI. TO A CATTLEGUARD,
 CB0954'CONTINUE ON MAIN RD., TAKING ALL RIGHT FORKS E. THEN S., FOR 2.8 MI.
 CB0954'TO A T-JUNCTION WITH A RD. E., TURN LEFT AND FOLLOW MAIN RD. E. FOR
 CB0954'2.8 MI. TO A JUNCTION WITH A TRACK RD. S., 100 FT. PAST A 90 DEGREE
 CB0954'BEND IN RD., FOLLOW TRACK RD. S. 0.4 MI. TO GATE, GO THROUGH GATE
 CB0954'AND FOLLOW PIPELINE S. FOR 0.2 MI., TURN RIGHT AND GO 0.1 MI. W.
 CB0954'ACROSS COUNTRY TO STATION.
 CB0954'
 CB0954'STATION MARK--ALUMINUM TABLET, CEMENTED IN A BOULDER SET FLUSH WITH
 CB0954'THE GROUND, AND STAMPED ---TEXAS---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0712 ***********************************************************************
 BN0712  DESIGNATION -  LATHAM
 BN0712  PID         -  BN0712
 BN0712  STATE/COUNTY-  TX/SAN SABA
 BN0712  USGS QUAD   -  FREDONIA (1962)
 BN0712
 BN0712                         *CURRENT SURVEY CONTROL
 BN0712  ___________________________________________________________________
 BN0712* NAD 83(1993)-  30 59 44.96529(N)    099 01 45.48331(W)     ADJUSTED  
 BN0712* NAVD 88     -       548.4    (meters)    1799.     (feet)  VERTCON   
 BN0712  ___________________________________________________________________
 BN0712  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BN0712  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BN0712
 BN0712  HORZ ORDER  -  FIRST
 BN0712
 BN0712.The horizontal coordinates were established by classical geodetic methods
 BN0712.and adjusted by the National Geodetic Survey in February 1996..
 BN0712
 BN0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0712
 BN0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0712
 BN0712.The geoid height was determined by GEOID03.
 BN0712
 BN0712;                    North         East     Units Scale Factor Converg.
 BN0712;SPC TX C     - 3,148,073.530   824,528.501   MT  0.99988175   +0 40 18.0
 BN0712;SPC TX C     -10,328,304.57  2,705,140.59   sFT  0.99988175   +0 40 18.0
 BN0712;UTM  14      - 3,429,139.462   497,202.635   MT  0.99960010   -0 00 54.3
 BN0712
 BN0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0712!SPC TX C     -   0.99991754  x   0.99988175  =   0.99979930
 BN0712!UTM  14      -   0.99991754  x   0.99960010  =   0.99951767
 BN0712
 BN0712|---------------------------------------------------------------------|
 BN0712| PID    Reference Object                     Distance      Geod. Az  |
 BN0712|                                                           dddmmss.s |
 BN0712| CV5464 LATHAM RM 1                          24.189 METERS 04039     |
 BN0712| BN0711 PONTOTOC DPS REPEATER MAST          APPROX. 7.9 KM 1154017.8 |
 BN0712| CV5465 LATHAM RM 2                          27.300 METERS 14733     |
 BN0712| CV5463 LATHAM AZ MK                                       2523733.2 |
 BN0712| BN0713 LATHAM RM A 1967                     30.060 METERS 33108     |
 BN0712|---------------------------------------------------------------------|
 BN0712
 BN0712                          SUPERSEDED SURVEY CONTROL
 BN0712
 BN0712  NAD 83(1986)-  30 59 44.97491(N)    099 01 45.46896(W) AD(       ) 1
 BN0712  NAD 27      -  30 59 44.36591(N)    099 01 44.29715(W) AD(       ) 1
 BN0712  NGVD 29 (07/19/86)  548.3    (m)         1799.     (f) VERT ANG       
 BN0712
 BN0712.Superseded values are not recommended for survey control.
 BN0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0712.See file dsdata.txt to determine how the superseded data were derived.
 BN0712
 BN0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9720329139(NAD 83)
 BN0712_MARKER: DS = TRIANGULATION STATION DISK
 BN0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0712
 BN0712  HISTORY     - Date     Condition        Report By
 BN0712  HISTORY     - 1967     MONUMENTED       CGS
 BN0712
 BN0712                          STATION DESCRIPTION
 BN0712
 BN0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0712'THE STATION IS ABOUT 23 MILES SOUTHWEST OF SAN SABA, 20 MILES
 BN0712'SOUTHEAST OF BRADY, 7 MILES NORTHEAST OF THE SMALL VILLAGE OF
 BN0712'FREDONIA, AND ON A ROCKY RIDGE WITH SCATTERED TREES, ON PROPERTY
 BN0712'OWNED BY MR. W.C. LATHAM.
 BN0712'
 BN0712'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 BN0712'OF FREDONIA, GO EAST FOR 0.1 MILE TO STATE HIGHWAY 71.  GO EAST
 BN0712'ON THE HIGHWAY FOR 0.6 MILE TO A BLADED ROAD ON THE LEFT.  TURN
 BN0712'LEFT AND GO NORTHERLY ON BLADED ROAD FOR 2.25 MILES TO A CATTLE
 BN0712'GUARD AND BLADED ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY
 BN0712'ON BLADED ROAD FOR 1.2 MILES TO A CATTLE GUARD AND SIDE ROAD
 BN0712'LEFT.  TURN LEFT AND GO NORTHERLY ON BLADED ROAD FOR 1.15
 BN0712'MILES TO THE ENTRANCE OF MR. LATHAMS HOME ON THE LEFT.  CONTINUE
 BN0712'NORTH AND NORTHEASTERLY ON THE MAIN ROAD FOR 1.9 MILES TO
 BN0712'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE MAIN ROAD FOR
 BN0712'0.15 MILE TO A BOARD GATE AND CORRALS.  PASS THROUGH THE GATE
 BN0712'AND CONTINUE NORTHEASTERLY ON ROCKY BLADED ROAD FOR 0.9
 BN0712'MILE TO A CYCLONE FENCE GATE.  PASS THROUGH THE GATE AND GO ON
 BN0712'MAIN ROAD FOR ABOUT 100 FEET TO A DIM TRACK ROAD ON THE LEFT, JUST
 BN0712'BEFORE REACHING TWO LIVE OAK TREES.  TURN LEFT AND FOLLOW DIM
 BN0712'TRACK ROAD THROUGH ROCKS FOR 0.2 MILE TO THE HIGHEST PART OF THE
 BN0712'RIDGE AND THE STATION.
 BN0712'
 BN0712'THE STATION IS A STANDARD DISK STAMPED LATHAM 1967, SET IN THE
 BN0712'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 3 INCHES
 BN0712'ABOVE THE GROUND SURFACE.  IT IS 109 FEET EAST OF A FENCE, 106
 BN0712'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED, AND 4.4
 BN0712'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BN0712'
 BN0712'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LATHAM NO 1 1967,
 BN0712'CEMENTED IN A DRILL HOLE IN BEDROCK AND FLUSH WITH THE GROUND
 BN0712'SURFACE.  IT IS 82 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 BN0712'WEST OF A 30-INCH ROCK CAIRN.
 BN0712'
 BN0712'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LATHAM NO 2 1967,
 BN0712'CEMENTED IN A DRILL HOLE IN BEDROCK AND FLUSH WITH THE GROUND
 BN0712'SURFACE.  IT IS 159 FEET EAST OF THE FENCE AND 93 FEET SOUTH OF
 BN0712'THE WITNESS POST.
 BN0712'
 BN0712'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LATHAM 1967, SET IN
 BN0712'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 6
 BN0712'INCHES ABOVE THE GROUND SURFACE.  IT IS 135 FEET NORTHWEST OF A
 BN0712'FENCE CORNER POST, 46 FEET WEST OF THE CENTER OF THE BLADED ROAD,
 BN0712'AND 3.7 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0713 ***********************************************************************
 BN0713  DESIGNATION -  LATHAM RM A 1967
 BN0713  PID         -  BN0713
 BN0713  STATE/COUNTY-  TX/SAN SABA
 BN0713  USGS QUAD   -  FREDONIA (1962)
 BN0713
 BN0713                         *CURRENT SURVEY CONTROL
 BN0713  ___________________________________________________________________
 BN0713* NAD 83(1993)-  30 59 45.82004(N)    099 01 46.03040(W)     ADJUSTED  
 BN0713* NAVD 88     -       547.6    (meters)    1797.     (feet)  VERTCON   
 BN0713  ___________________________________________________________________
 BN0713  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BN0713  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BN0713
 BN0713  HORZ ORDER  -  FIRST
 BN0713
 BN0713.The horizontal coordinates were established by classical geodetic methods
 BN0713.and adjusted by the National Geodetic Survey in February 1996..
 BN0713
 BN0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0713
 BN0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0713
 BN0713.The geoid height was determined by GEOID03.
 BN0713
 BN0713;                    North         East     Units Scale Factor Converg.
 BN0713;SPC TX C     - 3,148,099.679   824,513.681   MT  0.99988175   +0 40 17.7
 BN0713;SPC TX C     -10,328,390.36  2,705,091.97   sFT  0.99988175   +0 40 17.7
 BN0713;UTM  14      - 3,429,165.779   497,188.133   MT  0.99960010   -0 00 54.6
 BN0713
 BN0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0713!SPC TX C     -   0.99991767  x   0.99988175  =   0.99979943
 BN0713!UTM  14      -   0.99991767  x   0.99960010  =   0.99951780
 BN0713
 BN0713:                Primary Azimuth Mark                     Grid Az
 BN0713:SPC TX C     -  SHIN                                     091 28 27.0
 BN0713:UTM  14      -  SHIN                                     092 09 39.3
 BN0713
 BN0713|---------------------------------------------------------------------|
 BN0713| PID    Reference Object                     Distance      Geod. Az  |
 BN0713|                                                           dddmmss.s |
 BN0713| BN0703 SHIN                                APPROX.15.0 KM 0920844.7 |
 BN0713| BN0711 PONTOTOC DPS REPEATER MAST          APPROX. 8.0 KM 1154748.9 |
 BN0713| BN0712 LATHAM                               30.060 METERS 15108     |
 BN0713|---------------------------------------------------------------------|
 BN0713
 BN0713                          SUPERSEDED SURVEY CONTROL
 BN0713
 BN0713  NAD 83(1986)-  30 59 45.82972(N)    099 01 46.01608(W) AD(       ) 1
 BN0713  NAD 27      -  30 59 45.22069(N)    099 01 44.84423(W) AD(       ) 1
 BN0713  NGVD 29 (07/19/86)  547.5    (m)         1796.     (f) VERT ANG       
 BN0713
 BN0713.Superseded values are not recommended for survey control.
 BN0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0713.See file dsdata.txt to determine how the superseded data were derived.
 BN0713
 BN0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9718829166(NAD 83)
 BN0713_MARKER: DS = TRIANGULATION STATION DISK
 BN0713_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BN0713_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0713
 BN0713  HISTORY     - Date     Condition        Report By
 BN0713  HISTORY     - 1967     MONUMENTED       CGS
 BN0713
 BN0713                          STATION DESCRIPTION
 BN0713
 BN0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0713'THE STATION IS LOCATED ABOUT 23 MILES SOUTHWEST OF SAN SABA, 20
 BN0713'MILES SOUTHEAST OF BRADY, 7 MILES NORTHEAST OF THE SMALL VILLAGE
 BN0713'OF FREDONIA, ON A ROCKY RIDGE WITH SCATTERED TREES AND ON
 BN0713'PROPERTY OWNED BY MR. W.C. LATHAM.
 BN0713'
 BN0713'THE STATION MARK IS A STANDARD DISK, STAMPED LATHAM RM A 1967,
 BN0713'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT PROJECTS
 BN0713'3-INCHES.  IT IS 59 FEET EAST OF A WIRE FENCE AND 9.0 FEET SOUTH
 BN0713'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BN0713'
 BN0713'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LATHAM
 BN0713'1967, NOTE DISTANCE AND DIRECTION.
 BN0713'
 BN0713'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 BN0713'OF FREDONIA, GO EAST FOR 0.1 MILE TO STATE HIGHWAY 71.  GO EAST
 BN0713'ON THE HIGHWAY FOR 0.6 MILE TO A BLADED ROAD ON THE LEFT.  TURN
 BN0713'LEFT AND GO NORTHERLY ON BLADED ROAD FOR 2.25 MILES TO A CATTLE
 BN0713'GUARD AND BLADED ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY
 BN0713'ON BLADED ROAD FOR 1.2 MILES TO A CATTLE GUARD AND SIDE ROAD
 BN0713'LEFT.  TURN LEFT AND GO NORTHERLY ON BLADED ROAD FOR 1.15
 BN0713'MILES TO THE ENTRANCE OF MR. LATHAMS HOME ON THE LEFT.  CONTINUE
 BN0713'NORTH AND NORTHEASTERLY ON THE MAIN ROAD FOR 1.9 MILES TO
 BN0713'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE MAIN ROAD FOR
 BN0713'0.15 MILE TO A BOARD GATE AND CORRALS.  PASS THROUGH THE GATE
 BN0713'AND CONTINUE NORTHEASTERLY ON ROCKY BLADED ROAD FOR 0.9
 BN0713'MILE TO A CYCLONE FENCE GATE.  PASS THROUGH THE GATE AND GO ON
 BN0713'MAIN ROAD FOR ABOUT 100 FEET TO A DIM TRACK ROAD ON THE LEFT, JUST
 BN0713'BEFORE REACHING TWO LIVE OAK TREES.  TURN LEFT AND FOLLOW DIM
 BN0713'TRACK ROAD THROUGH ROCKS FOR 0.2 MILE TO THE HIGHEST PART OF THE
 BN0713'RIDGE AND STATION LATHAM.  LATHAM RM A IS 98.629 FEET NNW OF
 BN0713'STATION LATHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6662 ***********************************************************************
 AW6662  DESIGNATION -  LATHROP HL P 1939
 AW6662  PID         -  AW6662
 AW6662  STATE/COUNTY-  TX/HARRIS
 AW6662  USGS QUAD   -  SETTEGAST (1995)
 AW6662
 AW6662                         *CURRENT SURVEY CONTROL
 AW6662  ___________________________________________________________________
 AW6662* NAD 83(1993)-  29 46 41.29416(N)    095 18 03.21162(W)     ADJUSTED  
 AW6662* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AW6662  ___________________________________________________________________
 AW6662  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6662  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6662
 AW6662  HORZ ORDER  -  SECOND
 AW6662
 AW6662.The horizontal coordinates were established by classical geodetic methods
 AW6662.and adjusted by the National Geodetic Survey in February 1996..
 AW6662
 AW6662.The orthometric height was scaled from a topographic map.
 AW6662
 AW6662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6662
 AW6662.The geoid height was determined by GEOID03.
 AW6662
 AW6662;                    North         East     Units Scale Factor Converg.
 AW6662;SPC TXSC     - 4,221,193.552   957,606.512   MT  0.99989306   +1 48 44.1
 AW6662;SPC TXSC     -13,849,032.51  3,141,747.36   sFT  0.99989306   +1 48 44.1
 AW6662;UTM  15      - 3,296,420.516   277,561.802   MT  1.00021052   -1 08 35.5
 AW6662
 AW6662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6662!SPC TXSC     -   1.00000224  x   0.99989306  =   0.99989530
 AW6662!UTM  15      -   1.00000224  x   1.00021052  =   1.00021276
 AW6662
 AW6662:                Primary Azimuth Mark                     Grid Az
 AW6662:SPC TXSC     -  WHEATLEY HL P 1939                       264 20 46.9
 AW6662:UTM  15      -  WHEATLEY HL P 1939                       267 18 06.5
 AW6662
 AW6662|---------------------------------------------------------------------|
 AW6662| PID    Reference Object                     Distance      Geod. Az  |
 AW6662|                                                           dddmmss.s |
 AW6662| AW6654 WHEATLEY HL P 1939                  APPROX. 3.4 KM 2660931.0 |
 AW6662|---------------------------------------------------------------------|
 AW6662
 AW6662                          SUPERSEDED SURVEY CONTROL
 AW6662
 AW6662  NAD 83(1986)-  29 46 41.30883(N)    095 18 03.19231(W) AD(       ) 2
 AW6662  NAD 27      -  29 46 40.49142(N)    095 18 02.42205(W) AD(       ) 2
 AW6662
 AW6662.Superseded values are not recommended for survey control.
 AW6662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6662.See file dsdata.txt to determine how the superseded data were derived.
 AW6662
 AW6662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7756296421(NAD 83)
 AW6662_MARKER: DD = SURVEY DISK
 AW6662_SETTING: 0 = UNSPECIFIED SETTING
 AW6662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6662
 AW6662  HISTORY     - Date     Condition        Report By
 AW6662  HISTORY     - 1939     MONUMENTED       HLPCO
 AW6662  HISTORY     - 1957     GOOD             TXHD
 AW6662  HISTORY     - 1968     GOOD             CGS
 AW6662  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6662
 AW6662                          STATION DESCRIPTION
 AW6662
 AW6662'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1939 (JMC)
 AW6662'STATION IS LOCATED AT THE CITY WATER TANK AT LATHROP AND BROWNWOOD
 AW6662'STREETS (2 BLOCKS NORTH OF LYONS).  IT IS ON THE SQUARE
 AW6662'PLATFORM UNDER THE TANK, AND IS MARKED BY A STANDARD H.L. AND
 AW6662'P. BRONZE DISK STAMPED LATHROP - 1939 0.53 FOOT FROM THE WEST
 AW6662'SIDE OF THE PLATFORM (END OF CATWALK), 1.98 FEET FROM THE
 AW6662'SOUTH SIDE, AND 1.50 FEET FROM THE STANDPIPE.  THE GROUND
 AW6662'POINT, DIRECTLY BELOW, IS MARKED BY A STANDARD H.L. AND P.
 AW6662'BRONZE DISK STAMPED LATHROP - 1939 FLUSH WITH THE GROUND,
 AW6662'22.57 FEET FROM THE SOUTH LEG, 22.18 FEET FROM THE SOUTHWEST
 AW6662'LEG, AND 1.33 FEET FROM THE STANDPIPE.
 AW6662
 AW6662                          STATION RECOVERY (1957)
 AW6662
 AW6662'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1957 (SAM)
 AW6662'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6662
 AW6662                          STATION RECOVERY (1968)
 AW6662
 AW6662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6662'THE STATION IS LOCATED IN AN AREA KNOWN AS HARBOURDALE ON THE
 AW6662'PROPERTY OF THE HOUSTON WATER DEPARTMENT ABOUT 4 MILES EAST AND
 AW6662'1-1/2 MILES NORTH OF THE CENTER OF HOUSTON AND IN THE NORTHEAST
 AW6662'ANGLE OF THE INTERSECTION OF LATHROP AND BROWNWOOD STREETS.
 AW6662'
 AW6662'TO REACH THE STATION FROM A POINT WHERE LATHROP STREET PASSES UNDER
 AW6662'INTERSTATE HIGHWAY 10, GO NORTH ON LATHROP STREET FOR 0.25 MILE TO
 AW6662'THE INTERSECTION OF LATHROP AND BROWNWOOD STREETS AND THE STATION.
 AW6662'
 AW6662'THE STATION MARK IS A HOUSTON LIGHTING AND POWER COMPANY
 AW6662'TRIANGULATION STATION BRONZE DISK STAMPED LATHROP 1939, ATTACHED TO
 AW6662'THE TOP OF A 2-INCH SQUARE STEEL POST WHICH IS FLUSH WITH THE
 AW6662'GROUND.  IT IS 1.5 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF
 AW6662'A SMALL WOODEN FRAME BUILDING AND 1.4 FEET SOUTH-SOUTHWEST OF THE
 AW6662'SOUTHWEST EDGE OF THE RISER OF THE WATER TANK.
 AW6662'
 AW6662'NOTE--A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AW6662'DRACUP.  SEE DESCRIPTION THEREOF.
 AW6662
 AW6662                          STATION RECOVERY (1996)
 AW6662
 AW6662'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0585 ***********************************************************************
 AZ0585  DESIGNATION -  LAUGHLIN
 AZ0585  PID         -  AZ0585
 AZ0585  STATE/COUNTY-  TX/EDWARDS
 AZ0585  USGS QUAD   -  HACKBERRY (1971)
 AZ0585
 AZ0585                         *CURRENT SURVEY CONTROL
 AZ0585  ___________________________________________________________________
 AZ0585* NAD 83(1993)-  29 56 48.23532(N)    100 05 28.54151(W)     ADJUSTED  
 AZ0585* NAVD 88     -       731.     (meters)    2398.     (feet)  SCALED    
 AZ0585  ___________________________________________________________________
 AZ0585  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AZ0585  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 AZ0585
 AZ0585  HORZ ORDER  -  SECOND
 AZ0585
 AZ0585.The horizontal coordinates were established by classical geodetic methods
 AZ0585.and adjusted by the National Geodetic Survey in February 1996..
 AZ0585
 AZ0585.The orthometric height was scaled from a topographic map.
 AZ0585
 AZ0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0585
 AZ0585.The geoid height was determined by GEOID03.
 AZ0585
 AZ0585;                    North         East     Units Scale Factor Converg.
 AZ0585;SPC TXSC     - 4,234,716.060   494,661.994   MT  0.99992009   -0 32 04.6
 AZ0585;SPC TXSC     -13,893,397.61  1,622,903.56   sFT  0.99992009   -0 32 04.6
 AZ0585;UTM  14      - 3,313,383.517   394,690.969   MT  0.99973682   -0 32 41.3
 AZ0585
 AZ0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0585!SPC TXSC     -   0.99988867  x   0.99992009  =   0.99980877
 AZ0585!UTM  14      -   0.99988867  x   0.99973682  =   0.99962552
 AZ0585
 AZ0585|---------------------------------------------------------------------|
 AZ0585| PID    Reference Object                     Distance      Geod. Az  |
 AZ0585|                                                           dddmmss.s |
 AZ0585| AZ0586 LAUGHTON USE 1944                   152.441 METERS 09109     |
 AZ0585| CV5468 LAUGHLIN RM 2                        46.969 METERS 25206     |
 AZ0585| BO0449 ROCKSPRINGS TANK                    APPROX.13.4 KM 3032002.2 |
 AZ0585| CV5466 LAUGHLIN AZ MK                                     3063423.5 |
 AZ0585| CV5467 LAUGHLIN RM 1                        37.804 METERS 35013     |
 AZ0585|---------------------------------------------------------------------|
 AZ0585
 AZ0585                          SUPERSEDED SURVEY CONTROL
 AZ0585
 AZ0585  NAD 83(1986)-  29 56 48.23567(N)    100 05 28.52947(W) AD(       ) 2
 AZ0585  NAD 27      -  29 56 47.46100(N)    100 05 27.25800(W) AD(       ) 2
 AZ0585
 AZ0585.Superseded values are not recommended for survey control.
 AZ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0585.See file dsdata.txt to determine how the superseded data were derived.
 AZ0585
 AZ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU9469113384(NAD 83)
 AZ0585_MARKER: DS = TRIANGULATION STATION DISK
 AZ0585_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0585
 AZ0585  HISTORY     - Date     Condition        Report By
 AZ0585  HISTORY     - 1944     MONUMENTED       CGS
 AZ0585  HISTORY     - 19710224 GOOD             NGS
 AZ0585
 AZ0585                          STATION DESCRIPTION
 AZ0585
 AZ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AZ0585'STATION IS LOCATED ABOUT 8-1/2 MILES, AIR LINE, SE OF ROCKSPRINGS,
 AZ0585'ON THE OLD LAUGHLIN RANCH, NOW BELIEVED TO BE OWNED AND
 AZ0585'OPERATED BY C.A. DUNCAN.  IT IS ON THE DIVIDE BETWEEN HACKBERRY
 AZ0585'CREEK ON THE W AND NUECES RIVER ON THE E.  IT IS 225.5 FEET SW
 AZ0585'OF THE SW CORNER OF THE HOUSE, 66 FEET N OF THE NE CORNER OF A
 AZ0585'LONG SHED AT GATE, 500 FEET W OF WINDMILL, 95.8 FEET WNW OF
 AZ0585'CONCRETE WATER TROUGH, AND 7 FEET NE OF A WHITE WOODEN WITNESS
 AZ0585'POST.
 AZ0585'
 AZ0585'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 AZ0585'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 AZ0585'STAMPED LAUGHLIN 1944.
 AZ0585'
 AZ0585'REFERENCE MARK 1 IS ABOUT 4 FEET LOWER THAN THE STATION AND
 AZ0585'63 FEET E OF OLD GALVANIZED-IRON SHED.  IT IS A BRONZE
 AZ0585'REFERENCE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 AZ0585'FLUSH WITH THE GROUND.  IT IS STAMPED LAUGHLIN NO 1 1944.
 AZ0585'
 AZ0585'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 AZ0585'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 AZ0585'STAMPED LAUGHLIN NO 2 1944.
 AZ0585'
 AZ0585'AZIMUTH MARK IS ON THE SE SLOPE OF A HILL, 10 FEET W OF ROAD,
 AZ0585'AND 3 FEET SE OF A WOODEN WITNESS POST.  IT IS A BRONZE
 AZ0585'AZIMUTH DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 AZ0585'FLUSH WITH THE GROUND.  IT IS STAMPED LAUGHLIN 1944.
 AZ0585'
 AZ0585'LAUGHTON (U.S.E.) IS 60 FEET SE OF THE WINDMILL, 46 FEET S
 AZ0585'OF THE SMALLER OF TWO MASONRY TANKS, AND 35 FEET S OF THE
 AZ0585'FENCELINE.  IT IS MARKED BY A CORPS OF ENGINEERS, U.S ARMY,
 AZ0585'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4
 AZ0585'INCHES ABOVE THE GROUND.  IT IS STAMPED LAUGHTON 1942.
 AZ0585'
 AZ0585'TO REACH STATION FROM ROCKSPRINGS, GO E FOR 0.1 MILE TO THE
 AZ0585'JUNCTION OF STATE HIGHWAYS 29, 41, AND 55.  HERE TURN RIGHT AND
 AZ0585'FOLLOW HIGHWAY 55 S TOWARD BARKSDALE FOR 4.7 MILES TO A WIRE
 AZ0585'GATE ON LEFT WITH SIGN HAMPTON RANCH.  TURN LEFT THROUGH THIS
 AZ0585'GATE AND GO 1.0 MILE TO THE HAMPTON RANCH HOUSE.  PASS THROUGH
 AZ0585'THREE BOARD GATES AT THE CORRALS N OF THE HOUSE AND E OF THE
 AZ0585'WELL, THEN FOLLOW ROUGH ROAD SE FOR 2.1 MILES TO A GATE WITH
 AZ0585'TALL POSTS.  PASS THROUGH THIS GATE AND CONTINUE 0.2 MILE.
 AZ0585'TAKE RIGHT FORK FOR 0.5 MILE TO ANOTHER FORKS.  HERE TAKE LEFT
 AZ0585'FORK, VERY ROCKY, 1.5 MILES TO WHITE WOODEN WITNESS POST AND
 AZ0585'AZIMUTH MARK ON RIGHT.  CONTINUE 1.0 MILE TO THE OLD RANCH
 AZ0585'HOUSE, SHEDS, AND THE STATION.
 AZ0585'
 AZ0585'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AZ0585
 AZ0585                          STATION RECOVERY (1971)
 AZ0585
 AZ0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (GDF)
 AZ0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0586 ***********************************************************************
 AZ0586  DESIGNATION -  LAUGHTON USE 1944
 AZ0586  PID         -  AZ0586
 AZ0586  STATE/COUNTY-  TX/EDWARDS
 AZ0586  USGS QUAD   -  HACKBERRY (1971)
 AZ0586
 AZ0586                         *CURRENT SURVEY CONTROL
 AZ0586  ___________________________________________________________________
 AZ0586* NAD 83(1993)-  29 56 48.13619(N)    100 05 22.85797(W)     ADJUSTED  
 AZ0586* NAVD 88     -       727.     (meters)    2385.     (feet)  SCALED    
 AZ0586  ___________________________________________________________________
 AZ0586  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AZ0586  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 AZ0586
 AZ0586  HORZ ORDER  -  SECOND
 AZ0586
 AZ0586.The horizontal coordinates were established by classical geodetic methods
 AZ0586.and adjusted by the National Geodetic Survey in February 1996..
 AZ0586
 AZ0586.The orthometric height was scaled from a topographic map.
 AZ0586
 AZ0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0586
 AZ0586.The geoid height was determined by GEOID03.
 AZ0586
 AZ0586;                    North         East     Units Scale Factor Converg.
 AZ0586;SPC TXSC     - 4,234,711.587   494,814.357   MT  0.99992009   -0 32 01.9
 AZ0586;SPC TXSC     -13,893,382.93  1,623,403.44   sFT  0.99992009   -0 32 01.9
 AZ0586;UTM  14      - 3,313,379.017   394,843.303   MT  0.99973643   -0 32 38.4
 AZ0586
 AZ0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0586!SPC TXSC     -   0.99988930  x   0.99992009  =   0.99980939
 AZ0586!UTM  14      -   0.99988930  x   0.99973643  =   0.99962575
 AZ0586
 AZ0586                          SUPERSEDED SURVEY CONTROL
 AZ0586
 AZ0586  NAD 83(1986)-  29 56 48.13657(N)    100 05 22.84596(W) AD(       ) 2
 AZ0586  NAD 27      -  29 56 47.36200(N)    100 05 21.57500(W) AD(       ) 2
 AZ0586
 AZ0586.Superseded values are not recommended for survey control.
 AZ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0586.See file dsdata.txt to determine how the superseded data were derived.
 AZ0586
 AZ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU9484313379(NAD 83)
 AZ0586_MARKER: DD = SURVEY DISK
 AZ0586_SETTING: 0 = UNSPECIFIED SETTING
 AZ0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0586
 AZ0586  HISTORY     - Date     Condition        Report By
 AZ0586  HISTORY     - 1944     MONUMENTED       USE
 AZ0586
 AZ0586                          STATION DESCRIPTION
 AZ0586
 AZ0586'DESCRIBED BY US ENGINEERS 1944
 AZ0586'LAUGHTON (U.S.E.) IS 60 FEET SE OF THE WINDMILL, 46 FEET S
 AZ0586'OF THE SMALLER OF TWO MASONRY TANKS, AND 35 FEET S OF THE
 AZ0586'FENCELINE.  IT IS MARKED BY A CORPS OF ENGINEERS, U.S ARMY,
 AZ0586'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4
 AZ0586'INCHES ABOVE THE GROUND.  IT IS STAMPED LAUGHTON 1942.
 AZ0586'
 AZ0586'TO REACH STATION FROM ROCKSPRINGS, GO E FOR 0.1 MILE TO THE
 AZ0586'JUNCTION OF STATE HIGHWAYS 29, 41, AND 55.  HERE TURN RIGHT AND
 AZ0586'FOLLOW HIGHWAY 55 S TOWARD BARKSDALE FOR 4.7 MILES TO A WIRE
 AZ0586'GATE ON LEFT WITH SIGN HAMPTON RANCH.  TURN LEFT THROUGH THIS
 AZ0586'GATE AND GO 1.0 MILE TO THE HAMPTON RANCH HOUSE.  PASS THROUGH
 AZ0586'THREE BOARD GATES AT THE CORRALS N OF THE HOUSE AND E OF THE
 AZ0586'WELL, THEN FOLLOW ROUGH ROAD SE FOR 2.1 MILES TO A GATE WITH
 AZ0586'TALL POSTS.  PASS THROUGH THIS GATE AND CONTINUE 0.2 MILE.
 AZ0586'TAKE RIGHT FORK FOR 0.5 MILE TO ANOTHER FORKS.  HERE TAKE LEFT
 AZ0586'FORK, VERY ROCKY, 1.5 MILES TO WHITE WOODEN WITNESS POST AND
 AZ0586'AZIMUTH MARK ON RIGHT.  CONTINUE 1.0 MILE TO THE OLD RANCH
 AZ0586'HOUSE, SHEDS, AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1342 ***********************************************************************
 AJ1342  DESIGNATION -  LAUREL
 AJ1342  PID         -  AJ1342
 AJ1342  STATE/COUNTY-  TX/DUVAL
 AJ1342  USGS QUAD   -  PARRILLA CREEK SW (1968)
 AJ1342
 AJ1342                         *CURRENT SURVEY CONTROL
 AJ1342  ___________________________________________________________________
 AJ1342* NAD 83(1993)-  27 31 09.56302(N)    098 44 22.00976(W)     ADJUSTED  
 AJ1342* NAVD 88     -       233.9    (meters)     767.     (feet)  VERTCON   
 AJ1342  ___________________________________________________________________
 AJ1342  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AJ1342  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AJ1342
 AJ1342  HORZ ORDER  -  FIRST
 AJ1342
 AJ1342.The horizontal coordinates were established by classical geodetic methods
 AJ1342.and adjusted by the National Geodetic Survey in February 1996..
 AJ1342
 AJ1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1342
 AJ1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1342
 AJ1342.The geoid height was determined by GEOID03.
 AJ1342
 AJ1342;                    North         East     Units Scale Factor Converg.
 AJ1342;SPC TX S     - 5,205,284.037   276,345.387   MT  0.99993555   -0 06 31.4
 AJ1342;SPC TX S     -17,077,669.38    906,643.16   sFT  0.99993555   -0 06 31.4
 AJ1342;UTM  14      - 3,043,984.211   525,731.041   MT  0.99960817   +0 07 13.4
 AJ1342
 AJ1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1342!SPC TX S     -   0.99996720  x   0.99993555  =   0.99990276
 AJ1342!UTM  14      -   0.99996720  x   0.99960817  =   0.99957539
 AJ1342
 AJ1342:                Primary Azimuth Mark                     Grid Az
 AJ1342:SPC TX S     -  LAUREL RM 4                              046 31 34.3
 AJ1342:UTM  14      -  LAUREL RM 4                              046 17 49.5
 AJ1342
 AJ1342|---------------------------------------------------------------------|
 AJ1342| PID    Reference Object                     Distance      Geod. Az  |
 AJ1342|                                                           dddmmss.s |
 AJ1342| CV2571 LAUREL RM 4                                        0462502.9 |
 AJ1342| CV2568 LAUREL RM 1                          20.872 METERS 05636     |
 AJ1342| AJ1308 HOUSTON PLINE CAMP WATER TANK       APPROX. 7.0 KM 2115551.2 |
 AJ1342| CV2567 LAUREL AZ MK                                       2431758.4 |
 AJ1342| AJ1309 UNITED GAS CO CAMP SM WATER TK      APPROX. 4.9 KM 2431714.9 |
 AJ1342| AJ1350 UNITED GAS CO CAMP LGE WTR TK       APPROX. 4.7 KM 2435655.1 |
 AJ1342| AJ1351 BRUNI COASTAL STATES PIPE MAST      APPROX. 4.5 KM 2450211.1 |
 AJ1342| CV2569 LAUREL RM 2                          24.527 METERS 30355     |
 AJ1342| CV2570 LAUREL RM 3                          16.398 METERS 31254     |
 AJ1342|---------------------------------------------------------------------|
 AJ1342
 AJ1342                          SUPERSEDED SURVEY CONTROL
 AJ1342
 AJ1342  NAD 83(1986)-  27 31 09.56749(N)    098 44 21.98389(W) AD(       ) 1
 AJ1342  NAD 27      -  27 31 08.45000(N)    098 44 20.91800(W) AD(       ) 1
 AJ1342  NGVD 29 (07/19/86)  233.9    (m)          767.     (f) VERT ANG       
 AJ1342
 AJ1342.Superseded values are not recommended for survey control.
 AJ1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1342.See file dsdata.txt to determine how the superseded data were derived.
 AJ1342
 AJ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2573143984(NAD 83)
 AJ1342_MARKER: DS = TRIANGULATION STATION DISK
 AJ1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1342
 AJ1342  HISTORY     - Date     Condition        Report By
 AJ1342  HISTORY     - 1935     MONUMENTED       CGS
 AJ1342  HISTORY     - 1950     GOOD             CGS
 AJ1342  HISTORY     - 1974     GOOD             NGS
 AJ1342
 AJ1342                          STATION DESCRIPTION
 AJ1342
 AJ1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1342'STATION IS LOCATED 3-1/4 MILES E OF WEBB-DUVAL COUNTY LINE,
 AJ1342'14 MILES A LITTLE W OF N OF HEBBRONVILLE, AND 9 MILES NNE OF
 AJ1342'BRUNI.  MARK IS SET IN MESQUITE, BRUSH AND CACTUS-COVERED
 AJ1342'PASTURE LAND ABOUT 100 YARDS SSE OF E-W ROAD AND TELEPHONE LINE.
 AJ1342'
 AJ1342'SURFACE, UNDERGROUND REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1342'BRONZE DISKS SET IN CONCRETE.
 AJ1342'
 AJ1342'REFERENCE MARK NO. 1 IS ENE OF STATION.
 AJ1342'
 AJ1342'REFERENCE MARK NO. 2 IS NW OF STATION.
 AJ1342'
 AJ1342'AZIMUTH MARK IS WSW OF STATION 0.55 MILE.  TO REACH MARK
 AJ1342'FROM STATION GO W ON ROAD LEADING TO STATION FOR 0.55 MILE TO
 AJ1342'MARK ON S SIDE OF ROAD.
 AJ1342'
 AJ1342'TO REACH STATION FROM POST OFFICE IN HEBBRONVILLE, GO W ON
 AJ1342'STATE HIGHWAY 12 FOR 8.35 MILES OR 2.3 MILES PAST THE JIM
 AJ1342'HOGG-DUVAL COUNTY LINE MARKER AND TURN N, RIGHT THROUGH A GATE
 AJ1342'AND SIGN HOUSTON PIPE LINE CAMP.  GO 5.9 MILES AND KEEP LEFT
 AJ1342'FORK, GO 0.05 MILE AND KEEP STRAIGHT AHEAD AT CROSS ROAD,
 AJ1342'PASSING HOUSTON OIL CAMP ON RIGHT, GO 2.45 MILES TO UNITED
 AJ1342'GAS COMPANY CAMP.  FROM OFFICE AT CAMP TAKE ROAD LEADING E
 AJ1342'ALONG FENCE AT N SIDE OF CAMP FOR 0.2 MILE TO WIRE GATE.  PASS
 AJ1342'THROUGH GATE AND FOLLOW ROAD ALONG TELEPHONE LINE LEADING NE
 AJ1342'FOR 2.75 MILES OR 0.65 MILE PAST A GRAVEL CROSS ROAD TO
 AJ1342'TOP OF GRADE AND TELEPHONE POLE WITH NUMBERS 2 - 33 ON
 AJ1342'IT.  STATION IS 100 YARDS SE OF THIS POLE.  THERE ARE TWO
 AJ1342'LOCKED GATES ON THE ROAD BETWEEN THE GAS COMPANY CAMP AND
 AJ1342'STATION AND IT IS NECESSARY TO GET THE KEYS AT THE UNITED
 AJ1342'GAS COMPANY OFFICE.
 AJ1342'
 AJ1342'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1342
 AJ1342                          STATION RECOVERY (1950)
 AJ1342
 AJ1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 AJ1342'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AJ1342'DESCRIPTION GOOD.
 AJ1342
 AJ1342                          STATION RECOVERY (1974)
 AJ1342
 AJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1342'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 AJ1342'CONDITION.  REFERENCE MARK 2 WAS FOUND LYING ON TOP OF THE
 AJ1342'GROUND.  THE CONCRETE MONUMENT FOR THE AZIMUTH MARK HAD BEEN
 AJ1342'BROKEN OFF.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 AJ1342'CHECKED THE OLD DATA.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 AJ1342'FOLLOWING IS A NEW DESCRIPTION.
 AJ1342'
 AJ1342'THE STATION IS ABOUT 13 MILES WEST AND 5 MILES NORTH OF
 AJ1342'REALITOS, 14-1/2 MILES NORTH AND 3-1/2 MILES WEST OF HEBBRONVILLE,
 AJ1342'6 MILES EAST AND 6 MILES NORTH OF BRUNI AND ON PROPERTY OWNED
 AJ1342'BY J.H. DINN, PHONE NUMBER 747-5389.
 AJ1342'
 AJ1342'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 359
 AJ1342'AND 16 IN THE NORTH EDGE OF HEBBRONVILLE, GO NORTH ON STATE
 AJ1342'HIGHWAY 16 FOR 18.15 MILES TO THE JUNCTION WITH FARM ROAD 2295
 AJ1342'ON THE RIGHT AND A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 AJ1342'AND SOUTHWEST ON THE PAVED ROAD, WHICH TURNS INTO GRAVELED ROAD
 AJ1342'FOR 5.55 MILES TO A RANCH HOUSE AND A REVERSE FORK ON THE RIGHT.
 AJ1342'BEAR LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 1.65 MILES TO A
 AJ1342'DOUBLE GATE ON THE LEFT, A TELEPHONE LINE AND A TRACK ROAD ON
 AJ1342'THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE TRACK ROAD, ALONG
 AJ1342'THE TELEPHONE LINE FOR 0.3 MILE TO REFERENCE MARK 4 ON THE
 AJ1342'RIGHT.  CONTINUE SOUTHWEST ON THE TRACK ROAD FOR 0.25 MILE TO A
 AJ1342'DIM TRACK ROAD LEFT.  TURN LEFT AND GO SOUTH ON DIM TRACK
 AJ1342'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 AJ1342'
 AJ1342'STATION MARK IS A STANDARD DISK, STAMPED LAUREL 1935, SET IN
 AJ1342'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 AJ1342'1 INCH ABOVE THE GROUND.  IT IS 51.0 FEET NORTHEAST OF THE
 AJ1342'CENTER OF THE TRACK ROAD, AND 3.6 FEET SOUTH OF A WITNESS POST.
 AJ1342'
 AJ1342'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAUREL NO 1 1935,
 AJ1342'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AJ1342'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 119.5 FEET
 AJ1342'NORTHEAST OF THE CENTER OF THE TRACK ROAD, 65.6 FEET NORTHEAST
 AJ1342'OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1342'
 AJ1342'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LAUREL 1935 NO 3
 AJ1342'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AJ1342'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 53.0 FEET NORTH
 AJ1342'OF THE WITNESS POST, 14.0 FEET NORTHEAST OF THE CENTER OF THE
 AJ1342'TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1342'
 AJ1342'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED LAUREL 1935 NO
 AJ1342'4 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ1342'MONUMENT, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 13.0
 AJ1342'FEET NORTH OF THE CENTER OF A TRACK ROAD, 2.5 FEET NORTH OF A
 AJ1342'TELEPHONE LINE POLE AND 2.5 FEET WEST OF A WITNESS POST.
 AJ1342'THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AJ1342'
 AJ1342'HEIGHT OF LIGHT ABOVE STATION MARK 73.8 FEET.
 AJ1342'
 AJ1342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AJ1342'NORTHWEST OF BRUNI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0911 ***********************************************************************
 AH0911  DESIGNATION -  LAURELES
 AH0911  PID         -  AH0911
 AH0911  STATE/COUNTY-  TX/KLEBERG
 AH0911  USGS QUAD   -  LAURELES RANCH (1975)
 AH0911
 AH0911                         *CURRENT SURVEY CONTROL
 AH0911  ___________________________________________________________________
 AH0911* NAD 83(1993)-  27 32 28.04108(N)    097 30 42.96313(W)     ADJUSTED  
 AH0911* NAVD 88     -         9.880  (meters)      32.41   (feet)  ADJUSTED  
 AH0911  ___________________________________________________________________
 AH0911  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AH0911  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH0911  DYNAMIC HT  -           9.865 (meters)      32.37  (feet)  COMP
 AH0911  MODELED GRAV-     979,115.7   (mgal)                       NAVD 88
 AH0911
 AH0911  HORZ ORDER  -  THIRD
 AH0911  VERT ORDER  -  SECOND    CLASS 0
 AH0911
 AH0911.The horizontal coordinates were established by classical geodetic methods
 AH0911.and adjusted by the National Geodetic Survey in February 1996..
 AH0911
 AH0911.The orthometric height was determined by differential leveling
 AH0911.and adjusted by the National Geodetic Survey in June 1991..
 AH0911
 AH0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0911
 AH0911.The geoid height was determined by GEOID03.
 AH0911
 AH0911.The dynamic height is computed by dividing the NAVD 88
 AH0911.geopotential number by the normal gravity value computed on the
 AH0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0911.degrees latitude (g = 980.6199 gals.).
 AH0911
 AH0911.The modeled gravity was interpolated from observed gravity values.
 AH0911
 AH0911;                    North         East     Units Scale Factor Converg.
 AH0911;SPC TX S     - 5,208,059.118   397,589.638   MT  0.99993905   +0 26 54.9
 AH0911;SPC TX S     -17,086,773.96  1,304,425.34   sFT  0.99993905   +0 26 54.9
 AH0911;UTM  14      - 3,047,254.246   646,935.007   MT  0.99986650   +0 41 17.5
 AH0911
 AH0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0911!SPC TX S     -   1.00000251  x   0.99993905  =   0.99994156
 AH0911!UTM  14      -   1.00000251  x   0.99986650  =   0.99986901
 AH0911
 AH0911:                Primary Azimuth Mark                     Grid Az
 AH0911:SPC TX S     -  L 632                                    022 28 16.9
 AH0911:UTM  14      -  L 632                                    022 13 54.3
 AH0911
 AH0911|---------------------------------------------------------------------|
 AH0911| PID    Reference Object                     Distance      Geod. Az  |
 AH0911|                                                           dddmmss.s |
 AH0911| AH0910 L 632                                              0225511.8 |
 AH0911| AH0931 Z 633                                33.488 METERS 07910     |
 AH0911| AH0912 F 19                                420.034 METERS 1965454.5 |
 AH0911|---------------------------------------------------------------------|
 AH0911
 AH0911                          SUPERSEDED SURVEY CONTROL
 AH0911
 AH0911  NAD 83(1986)-  27 32 28.05251(N)    097 30 42.93828(W) AD(       ) 3
 AH0911  NAD 27      -  27 32 26.92300(N)    097 30 41.95600(W) AD(       ) 3
 AH0911  NGVD 29 (??/??/92)   10.010  (m)           32.84   (f) ADJ UNCH    2 0
 AH0911
 AH0911.Superseded values are not recommended for survey control.
 AH0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0911.See file dsdata.txt to determine how the superseded data were derived.
 AH0911
 AH0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4693547254(NAD 83)
 AH0911_MARKER: DS = TRIANGULATION STATION DISK
 AH0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0911_STAMPING: LAURELES 1949
 AH0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0911+STABILITY: SURFACE MOTION
 AH0911
 AH0911  HISTORY     - Date     Condition        Report By
 AH0911  HISTORY     - 1949     MONUMENTED       CGS
 AH0911  HISTORY     - 1949     GOOD             CGS
 AH0911  HISTORY     - 1951     GOOD             CGS
 AH0911  HISTORY     - 1951     GOOD             NGS
 AH0911
 AH0911                          STATION DESCRIPTION
 AH0911
 AH0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0911'STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF THE NUECES AND KLEBERG
 AH0911'COUNTY LINE ON THE LAURELES SECTION OF THE KING RANCH.  IT IS
 AH0911'0.25 MILE NORTH OF THE CATTLE GUARDS LEADING TO RANCH BUILDINGS,
 AH0911'58.5 FEET WEST OF THE CENTER OF THE MACADAM ROAD AND 59.5
 AH0911'FEET SOUTH-SOUTHWEST OF THE SIGN FIELDS 13, 25 AND 15.  IT IS
 AH0911'STAMPED LAURELES 1949 AND IS FLUSH WITH THE GROUND.
 AH0911'
 AH0911'BENCH MARK Z633 WAS USED FOR REFERENCE MARK NO. 1.  IT IS
 AH0911'ACROSS THE ROAD FROM THE STATION, 43.5 FEET WEST OF THE CENTER
 AH0911'OF A BUMP GATE AND 1 FOOT NORTH OF THE FENCE LINE.  THE DISK
 AH0911'IS SET IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES
 AH0911'AND IS STAMPED Z633 1942.
 AH0911'
 AH0911'P.T. 6 (USGS) WAS USED FOR REFERENCE MARK NO. 2.  IT IS AT THE
 AH0911'SOUTHWEST CORNER OF THE WEST CATTLE GUARD LEADING TO THE RANCH
 AH0911'BUILDINGS AND JUST NORTH OF THE NORTHEAST CORNER OF THE BARN.
 AH0911'THE DISK IS SET IN AN 8-INCH ROUND CONCRETE POST THAT PROJECTS
 AH0911'8 INCHES.  IT IS STAMPED PRIM TRAV STA NO 6 TEXAS F-19 1922 28.
 AH0911'(ELEVATION 28).
 AH0911'
 AH0911'BENCH MARK L632 WAS USED FROM THE AZIMUTH MARK.  IT IS 35 FEET
 AH0911'EAST OF THE CENTER OF THE NORTH-SOUTH MACADAM ROAD, 1 FOOT
 AH0911'WEST OF THE FENCE LINE AND 3 FEET SOUTH OF A WITNESS POST.
 AH0911'IT IS STAMPED L632 1942.  THE DISK IS SET IN A 6-INCH SQUARE
 AH0911'CONCRETE POST THAT PROJECTS 6 INCHES.
 AH0911'
 AH0911'TO REACH FROM THE CROSSROAD SOUTH OF THE POST OFFICE IN CHAPMAN,
 AH0911'GO WEST ON MACADAM ROAD FOR 3 MILES TO A T-ROAD SOUTH, TURN
 AH0911'LEFT, SOUTH, FOR 1.85 MILES TO GATE, FROM GATE CONTINUE
 AH0911'SOUTHERLY FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT.
 AH0911'CONTINUE SOUTH FOR 0.35 MILE TO ROAD FORKS, A BUMP GATE ON THE
 AH0911'LEFT AND THE STATION AS DESCRIBED.
 AH0911'
 AH0911'A 74 FOOT SIGNAL AT CHAPMAN IS VISIBLE AT 8 FEET.
 AH0911'
 AH0911'A 74 FOOT SIGNAL AT LARGA IS VISIBLE AT 10 FEET.
 AH0911'
 AH0911'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AH0911
 AH0911                          STATION RECOVERY (1949)
 AH0911
 AH0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH0911'THE STATION WAS RECOVERED IN GOOD CONDITION, AND THE 1949
 AH0911'DESCRIPTION BY R.L.E. IS ADEQUATE.
 AH0911
 AH0911                          STATION RECOVERY (1951)
 AH0911
 AH0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0911'0.3 MILE NORTH ALONG AN OILED ROAD FROM THE HEADQUARTERS AT
 AH0911'LAURELES RANCH, 59 FEET WEST OF THE CENTER LINE OF A NORTH AND
 AH0911'SOUTH ROAD, 28 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD
 AH0911'LEADING SOUTHWEST, 21 FEET WEST OF A TELEPHONE POLE, 2 FEET
 AH0911'WEST OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN
 AH0911'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 AH0911'STAMPED LAURELES 1949.
 AH0911'
 AH0911'LAURELES R.M. 1 IS BENCH MARK Z 633.  IT IS 110 FEET EAST OF
 AH0911'TRIANGULATION STATION LAURELES 1949, 40 FEET EAST OF THE CENTER
 AH0911'LINE OF A NORTH AND SOUTH ROAD, 91 FEET SOUTHEAST OF THE CENTER
 AH0911'LINE OF A ROAD LEADING SOUTHWEST, 43 FEET SOUTHWEST OF THE
 AH0911'CENTER LINE OF A ROAD LEADING SOUTHEAST, 15 FEET NORTHWEST OF
 AH0911'A FENCE, IN LINE WITH A NORTH AND SOUTH ROW OF POWER POLES,
 AH0911'A BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AH0911'PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED Z 633 1942.
 AH0911'
 AH0911'LAURELES R.M. 2 IS BENCH MARK F 19 (U.S.G.S.).  IT IS 0.3 MILE
 AH0911'SOUTH OF TRIANGULATION STATION LAURELES 1949, AT THE LAURELES
 AH0911'RANCH HEADQUARTERS, 157 FEET NORTH OF THE NORTHEAST CORNER
 AH0911'OF THE HOUSE, 11 FEET WEST OF THE CENTER LINE OF A ROAD
 AH0911'LEADING NORTH, 3 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF THE WEST
 AH0911'END OF A CATTLE GUARD, A U.S.G.S. DISK SET IN THE TOP OF A
 AH0911'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND,
 AH0911'STAMPED PRIM TRAV STA NO 6 F-19 1922.
 AH0911'
 AH0911'LAURELES AZIMUTH IS BENCH MARK L 632.  IT IS 0.3 MILE NORTH OF
 AH0911'TRIANGULATION STATION LAURELES 1949, A BENCH MARK DISK STAMPED
 AH0911'L 632 1942
 AH0911'
 AH0911'ALL MARKS ARE IN GOOD CONDITION.
 AH0911
 AH0911                          STATION RECOVERY (1951)
 AH0911
 AH0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0911'0.3 MI N FROM LAURELES RANCH.
 AH0911'0.3 MILE NORTH ALONG AN OILED ROAD FROM THE HEADQUARTERS AT LAURELES
 AH0911'RANCH, 59 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 28
 AH0911'FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST, 21 FEET
 AH0911'WEST OF A TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST, SET IN THE
 AH0911'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1008 ***********************************************************************
 GK1008  DESIGNATION -  LAURIE
 GK1008  PID         -  GK1008
 GK1008  STATE/COUNTY-  TX/LIPSCOMB
 GK1008  USGS QUAD   -  DUGOUT CREEK (1972)
 GK1008
 GK1008                         *CURRENT SURVEY CONTROL
 GK1008  ___________________________________________________________________
 GK1008* NAD 83(1993)-  36 16 28.38828(N)    100 20 53.94266(W)     ADJUSTED  
 GK1008* NAVD 88     -       788.     (meters)    2585.     (feet)  SCALED    
 GK1008  ___________________________________________________________________
 GK1008  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GK1008  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GK1008
 GK1008  HORZ ORDER  -  THIRD
 GK1008
 GK1008.The horizontal coordinates were established by classical geodetic methods
 GK1008.and adjusted by the National Geodetic Survey in February 1996..
 GK1008
 GK1008.The orthometric height was scaled from a topographic map.
 GK1008
 GK1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1008
 GK1008.The geoid height was determined by GEOID03.
 GK1008
 GK1008;                    North         East     Units Scale Factor Converg.
 GK1008;SPC TX N     - 1,252,945.656   303,478.821   MT  1.00002255   +0 40 02.8
 GK1008;SPC TX N     - 4,110,705.87    995,663.43   sFT  1.00002255   +0 40 02.8
 GK1008;UTM  14      - 4,015,244.164   378,898.585   MT  0.99978070   -0 47 52.2
 GK1008
 GK1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1008!SPC TX N     -   0.99988069  x   1.00002255  =   0.99990324
 GK1008!UTM  14      -   0.99988069  x   0.99978070  =   0.99966142
 GK1008
 GK1008|---------------------------------------------------------------------|
 GK1008| PID    Reference Object                     Distance      Geod. Az  |
 GK1008|                                                           dddmmss.s |
 GK1008| CK9249 LAURIE RM 1                          17.200 METERS 08720     |
 GK1008| GK0992 LIPSCOMB LUTH CH STEEPLE            APPROX. 8.6 KM 1250544.1 |
 GK1008| CK9250 LAURIE RM 2                          17.595 METERS 19934     |
 GK1008| CK9248 LAURIE AZ MK                                       3105135.6 |
 GK1008|---------------------------------------------------------------------|
 GK1008
 GK1008                          SUPERSEDED SURVEY CONTROL
 GK1008
 GK1008  NAD 83(1993)-  36 16 28.38848(N)    100 20 53.94266(W) AD(       ) 3
 GK1008  NAD 83(1986)-  36 16 28.39464(N)    100 20 53.93106(W) AD(       ) 3
 GK1008  NAD 27      -  36 16 28.26400(N)    100 20 52.44300(W) AD(       ) 3
 GK1008
 GK1008.Superseded values are not recommended for survey control.
 GK1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1008.See file dsdata.txt to determine how the superseded data were derived.
 GK1008
 GK1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF7889915244(NAD 83)
 GK1008_MARKER: DS = TRIANGULATION STATION DISK
 GK1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1008
 GK1008  HISTORY     - Date     Condition        Report By
 GK1008  HISTORY     - 1951     MONUMENTED       CGS
 GK1008  HISTORY     - 1972     GOOD             USGS
 GK1008
 GK1008                          STATION DESCRIPTION
 GK1008
 GK1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK1008'THE STATION IS LOCATED BETWEEN FOURTH CREEK AND FIFTH CREEK
 GK1008'IN PASTURE LAND OWNED BY MR. LAURIE, ABOUT 11 MILES SOUTH
 GK1008'SOUTHWEST OF DARROUZETT, 4 MILES NORTHWEST OF LIPSCOMB, 1/2
 GK1008'MILE SOUTHEAST OF THE LAURIE RANCH AND 7 FEET NORTH OF A FENCE
 GK1008'CORNER.
 GK1008'
 GK1008'TO REACH, FROM THE RAILROAD STATION IN BOOKER, GO EAST, ON
 GK1008'STATE HIGHWAY 117, FOR 5.8 MILES TO CROSS ROADS.  TURN RIGHT,
 GK1008'AND GO SOUTH, ACROSS RAILROAD TRACK 1.0 MILE TO A SHARP LEFT
 GK1008'TURN IN ROAD.  TURN LEFT, AND GO EAST 0.1 MILE TO SIDE ROAD
 GK1008'RIGHT.  TURN RIGHT, AND GO SOUTH 5.0 MILES TO CROSS ROADS.
 GK1008'TURN LEFT, AND GO EAST 4.0 MILES TO SIDE ROAD RIGHT.  TURN
 GK1008'RIGHT, AND GO SOUTH 5.0 MILES TO AN EAST-WEST ROAD.  TURN
 GK1008'LEFT, AND GO EAST 1.0 MILE.  TURN RIGHT, AND GO SOUTH 1.0
 GK1008'MILE TO THE STATION.
 GK1008'
 GK1008'THE STATION MARK IS A STANDARD DISK, STAMPED LAURIE 1951,
 GK1008'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 GK1008'PROJECTS ABOUT 3 INCHES.
 GK1008'
 GK1008'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED LAURIE
 GK1008'NO 1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 GK1008'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 GK1008'AS THE STATION.  IT IS LOCATED 8 FEET NORTH OF A FENCE CORNER,
 GK1008'4 FEET WEST SOUTHWEST OF CORNER POLE IN A HIGH TENSION POWER
 GK1008'LINE AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.
 GK1008'
 GK1008'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED LAURIE
 GK1008'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 GK1008'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 GK1008'AS THE STATION.  IT IS LOCATED 4 FEET WEST OF A WIRE GATE
 GK1008'AND 1 FOOT NORTH OF A EAST-WEST FENCELINE.
 GK1008'
 GK1008'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LAURIE 1951, SET
 GK1008'IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER
 GK1008'WHICH PROJECTS ABOUT 2 INCHES.  IT IS LOCATED IN THE SAME PASTURE
 GK1008'LAND AS THE STATION AND AT THE BASE OF A POWER LINE POLE.
 GK1008
 GK1008                          STATION RECOVERY (1972)
 GK1008
 GK1008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (WW)
 GK1008'REFERENCE MARK HAS BEEN HIT BY ROAD MACHINERY AND IS LEANING
 GK1008'ABOUT 20 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1353 ***********************************************************************
 GL1353  DESIGNATION -  LAUTZ RESET
 GL1353  PID         -  GL1353
 GL1353  STATE/COUNTY-  TX/SHERMAN
 GL1353  USGS QUAD   -  LAUTZ (1965)
 GL1353
 GL1353                         *CURRENT SURVEY CONTROL
 GL1353  ___________________________________________________________________
 GL1353* NAD 83(1993)-  36 11 52.57434(N)    102 02 00.57907(W)     ADJUSTED  
 GL1353* NAVD 88     -      1103.     (meters)    3619.     (feet)  SCALED    
 GL1353  ___________________________________________________________________
 GL1353  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 GL1353  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 GL1353
 GL1353  HORZ ORDER  -  SECOND
 GL1353
 GL1353.The horizontal coordinates were established by classical geodetic methods
 GL1353.and adjusted by the National Geodetic Survey in February 1996..
 GL1353
 GL1353.The orthometric height was scaled from a topographic map.
 GL1353
 GL1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1353
 GL1353.The geoid height was determined by GEOID03.
 GL1353
 GL1353;                    North         East     Units Scale Factor Converg.
 GL1353;SPC TX N     - 1,243,970.825   152,018.755   MT  1.00000344   -0 18 33.0
 GL1353;SPC TX N     - 4,081,260.95    498,748.20   sFT  1.00000344   -0 18 33.0
 GL1353;UTM  13      - 4,009,983.025   766,730.740   MT  1.00047670   +1 45 10.7
 GL1353;UTM  14      - 4,010,169.502   227,244.364   MT  1.00051676   -1 47 33.4
 GL1353
 GL1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1353!SPC TX N     -   0.99983102  x   1.00000344  =   0.99983446
 GL1353!UTM  13      -   0.99983102  x   1.00047670  =   1.00030764
 GL1353!UTM  14      -   0.99983102  x   1.00051676  =   1.00034770
 GL1353
 GL1353|---------------------------------------------------------------------|
 GL1353| PID    Reference Object                     Distance      Geod. Az  |
 GL1353|                                                           dddmmss.s |
 GL1353| CM8952 LAUTZ RM 1                           11.825 METERS 00044     |
 GL1353| GK0918 CACTUS PHILLIPS CHEM CO NE TK       APPROX.18.2 KM 1681004.4 |
 GL1353| CM8953 LAUTZ RM 2                            9.113 METERS 26608     |
 GL1353| CM8954 LAUTZ RM 3                            7.780 METERS 27301     |
 GL1353| GL1342 STRATFORD GRAIN CO SW ELEVATOR      APPROX.15.4 KM 3471909.6 |
 GL1353| GL0219 Z 368                                              3503036.6 |
 GL1353|---------------------------------------------------------------------|
 GL1353
 GL1353                          SUPERSEDED SURVEY CONTROL
 GL1353
 GL1353  NAD 83(1993)-  36 11 52.57389(N)    102 02 00.57933(W) AD(       ) 2
 GL1353  NAD 83(1986)-  36 11 52.58446(N)    102 02 00.56857(W) AD(       ) 2
 GL1353  NAD 27      -  36 11 52.46600(N)    102 01 58.93300(W) AD(       ) 2
 GL1353
 GL1353.Superseded values are not recommended for survey control.
 GL1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1353.See file dsdata.txt to determine how the superseded data were derived.
 GL1353
 GL1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6673109983(NAD 83)
 GL1353_MARKER: DS = TRIANGULATION STATION DISK
 GL1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1353
 GL1353  HISTORY     - Date     Condition        Report By
 GL1353  HISTORY     - 1953     MONUMENTED       CGS
 GL1353  HISTORY     - 1962     GOOD             USGS
 GL1353  HISTORY     - 1971     SEE DESCRIPTION  NGS
 GL1353
 GL1353                          STATION DESCRIPTION
 GL1353
 GL1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1353'STATION IS LOCATED, AIRLINE, ABOUT 9-1/2 MILES SOUTH SOUTHEAST
 GL1353'OF STRATFORD, 1 MILE NORTH OF THE GRAIN ELEVATOR AT LAUTZ
 GL1353'RAILROAD SIDING, AND AT THE NORTHEAST ANGLE OF U.S. HIGHWAY
 GL1353'287 AND A CROSS ROAD.
 GL1353'
 GL1353'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 GL1353'HIGHWAYS 54 AND 287 AT THE WEST EDGE OF STRATFORD, GO SOUTH ON
 GL1353'U.S. HIGHWAY 287 FOR 8.3 MILES TO THE AZIMUTH MARK ON THE
 GL1353'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.2 MILES TO THE STATION
 GL1353'ON THE LEFT.
 GL1353'
 GL1353'STATION MARK, STAMPED LAUTZ 1953, IS A STANDARD DISK SET
 GL1353'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GL1353'AND PROJECTING 2 INCHES.  IT IS 75.3 FEET NORTHEAST OF THE
 GL1353'INTERSECTION OF CENTERLINES OF THE HIGHWAY AND A CROSS ROAD,
 GL1353'30 FEET EAST OF A CONCRETE CULVERT AND 8 FEET WEST OF A CORNER
 GL1353'POST IN THE FENCE LINE.
 GL1353'
 GL1353'REFERENCE MARK NUMBER 1, STAMPED LAUTZ NO 1 1953, IS A
 GL1353'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GL1353'INCHES IN DIAMETER, PROJECTING 4 INCHES AND AT THE SAME
 GL1353'ELEVATION AS THE STATION.  IT IS 60.0 FEET EAST OF THE CENTERLINE
 GL1353'OF THE HIGHWAY AND 1 FOOT WEST OF THE FENCE LINE.
 GL1353'
 GL1353'REFERENCE MARK NUMBER 2, STAMPED LAUTZ NO 2 1953, IS A
 GL1353'STANDARD DISK SET IN THE TOP OF THE NORTH END OF A CONCRETE
 GL1353'CULVERT RAILING.  IT IS 3 FEET HIGHER THAN THE STATION AND
 GL1353'PROJECTS 5 FEET FROM THE GROUND.  IT IS 22.0 FEET EAST OF THE
 GL1353'CENTERLINE OF THE HIGHWAY.
 GL1353'
 GL1353'BM Z368, USED FOR THE AZIMUTH MARK, IS A STANDARD USC AND GS
 GL1353'BENCH MARK DISK, STAMED Z368 1943.  IT IS SET IN THE TOP OF
 GL1353'A 6 INCH SQUARE CONCRETE POST, PROJECTING 6 INCHES, 51.0
 GL1353'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 51.0 FEET
 GL1353'EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
 GL1353'
 GL1353'HIEGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 GL1353
 GL1353                          STATION RECOVERY (1962)
 GL1353
 GL1353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL1353'THE CONCRETE MONUMENT IS STILL IN PLACE.  THE CONCRETE CLOSE
 GL1353'TO THE TOP HAS BEEN CHIPPED OFF AND THE TABLET REMOVED.
 GL1353
 GL1353                          STATION RECOVERY (1971)
 GL1353
 GL1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GL1353'THE SURFACE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 GL1353'WERE FOUND DESTROYED, APPARENTLY DUE TO GRADING OPERATIONS.
 GL1353'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  THE UNDERGROUND
 GL1353'STATION MARK WAS RECOVERED, BUT A DIFFERENCE OF 0.07 FOOT WAS FOUND
 GL1353'IN THE MEASUREMENT TO REFERENCE MARK NO. 1.  THE POSITION OF
 GL1353'THE UNDERGROUND STATION MARK WAS HELD AND A NEW SURFACE STATION MARK
 GL1353'WAS PLUMBED OVER IT, REFERENCE MARK NO. 3 WAS SET.  A NEW
 GL1353'AZIMUTH MARK WAS NOT SET
 GL1353'
 GL1353'A NEW DESCRIPTION FOLLOWS--
 GL1353'
 GL1353'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF STRATFORD, AND
 GL1353'1.0 MILE NORTH OF THE LAUTZ GRAIN ELEVATOR, ON THE HIGHWAY
 GL1353'RIGHT-OF-WAY IN THE NORTHEAST CORNER OF THE JUNCTION OF U. S.
 GL1353'HIGHWAY 287 AND A FARM ROAD TO THE EAST.
 GL1353'
 GL1353'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS 54 AND
 GL1353'287 IN STRATFORD GO SOUTH ON HIGHWAY 287 FOR 9.5 MILES TO THE SIDE
 GL1353'ROAD LEFT AND THE STATION AS DESCRIBED.
 GL1353'
 GL1353'THE STATION MARK IS A STANDARD DISK STAMPED LAUTZ 1953 1971, SET IN
 GL1353'AN IRREGULAR SHAPED MASS OF CONCRETE 3 INCHES BELOW THE GROUND
 GL1353'SURFACE.  IT IS 61 FEET NORTH OF THE CENTER OF THE FARM ROAD EAST,
 GL1353'52 FEET EAST OF CENTER OF HIGHWAY 287, 31 FEET S. OF A POWER POLE,
 GL1353'8.3 FEET WEST OF A METAL WITNESS POST, AND 8 FEET WEST OF A FENCE
 GL1353'CORNER.
 GL1353'
 GL1353'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LAUTZ NO 1 1953, SET
 GL1353'IN A CONCRETE MONUMENT 4-INCHES BELOW GROUND SURFACE. IT IS 58 FEET
 GL1353'EAST OF THE CENTER OF HIGHWAY 287, 45 FEET NORTHEAST OF THE NORTH
 GL1353'END OF THE EAST ABUTMENT OF A DOUBLE CONCRETE CULVERT, 34 FEET
 GL1353'NORTH OF A METAL WITNESS POST, 38 FEET NORTH OF THE FENCE CORNER,
 GL1353'8 FEET NORTH OF THE POWER POLE, 1 FOOT WEST OF A FENCE.
 GL1353'
 GL1353'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED LAUTZ 1953 NO 3 1971,
 GL1353'SET IN A DRILL HOLE IN THE TOP OF THE EAST ABUTMENT, AT THE NORTH
 GL1353'END, OF A DOUBLE CONCRETE CULVERT.  IT IS 70 FEET NORTH OF THE
 GL1353'CENTER OF THE FARM ROAD EAST, 34 FEET WEST OF THE FENCE CORNER, AND
 GL1353'27 FEET EAST OF THE CENTER OF THE HIGHWAY 287.
 GL1353'
 GL1353'THE PRESENT LAUTZ GRAIN ELEVATOR WAS ERECTED IN 1954, THE DIRECTION
 GL1353'TO IT WAS DETERMINED BY OBSERVING BOTH SIDES OF THE MAIN BUILDING.
 GL1353'
 GL1353'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN--9-1/2 MILES
 GL1353'S OF STRATFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0688 ***********************************************************************
 AX0688  DESIGNATION -  LAVACA
 AX0688  PID         -  AX0688
 AX0688  STATE/COUNTY-  TX/LAVACA
 AX0688  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0688
 AX0688                         *CURRENT SURVEY CONTROL
 AX0688  ___________________________________________________________________
 AX0688* NAD 83(1986)-  29 26 41.     (N)    096 56 34.     (W)     SCALED    
 AX0688* NAVD 88     -        69.032  (meters)     226.48   (feet)  ADJUSTED  
 AX0688  ___________________________________________________________________
 AX0688  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0688  DYNAMIC HT  -          68.935 (meters)     226.16  (feet)  COMP
 AX0688  MODELED GRAV-     979,233.5   (mgal)                       NAVD 88
 AX0688
 AX0688  VERT ORDER  -  FIRST     CLASS I
 AX0688
 AX0688.The horizontal coordinates were scaled from a topographic map and have
 AX0688.an estimated accuracy of +/- 6 seconds.
 AX0688
 AX0688.The orthometric height was determined by differential leveling
 AX0688.and adjusted by the National Geodetic Survey in June 1991..
 AX0688
 AX0688.The geoid height was determined by GEOID03.
 AX0688
 AX0688.The dynamic height is computed by dividing the NAVD 88
 AX0688.geopotential number by the normal gravity value computed on the
 AX0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0688.degrees latitude (g = 980.6199 gals.).
 AX0688
 AX0688.The modeled gravity was interpolated from observed gravity values.
 AX0688
 AX0688;                    North         East    Units  Estimated Accuracy
 AX0688;SPC TXSC     - 4,180,340.      799,550.      MT  (+/- 180 meters Scaled)
 AX0688
 AX0688                          SUPERSEDED SURVEY CONTROL
 AX0688
 AX0688  NGVD 29 (??/??/92)   69.025  (m)          226.46   (f) ADJ UNCH    1 1
 AX0688
 AX0688.Superseded values are not recommended for survey control.
 AX0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0688.See file dsdata.txt to determine how the superseded data were derived.
 AX0688
 AX0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT995590(NAD 83)
 AX0688_MARKER: DB = BENCH MARK DISK
 AX0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0688_SP_SET: BUILDING
 AX0688_STAMPING: LAVACA 1934 226.715
 AX0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0688
 AX0688  HISTORY     - Date     Condition        Report By
 AX0688  HISTORY     - 1934     MONUMENTED       CGS
 AX0688  HISTORY     - 1972     GOOD             NGS
 AX0688  HISTORY     - 1990     GOOD             USPSQD
 AX0688  HISTORY     - 19970607 GOOD             USPSQD
 AX0688
 AX0688                          STATION DESCRIPTION
 AX0688
 AX0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0688'IN HALLETTSVILLE.
 AX0688'AT HALLETTSVILLE, AT THE COURTHOUSE, SET VERTICALLY IN THE SOUTH STONE
 AX0688'FACE OF THE SOUTH WING OF THE COURTHOUSE BUILDING, 65.8 FEET EAST OF
 AX0688'THE EAST CURB OF MAIN STREET, 40.8 FEET NORTH OF THE NORTH CURB OF 3RD
 AX0688'STREET, 15.6 FEET WEST OF THE CENTER OF THE SOUTH ENTRANCE TO THE
 AX0688'BUILDING, 8.7 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING AND
 AX0688'2.4 FEET ABOVE THE LEVEL OF THE GROUND.
 AX0688
 AX0688                          STATION RECOVERY (1990)
 AX0688
 AX0688'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0688'RECOVERED IN GOOD CONDITION.
 AX0688
 AX0688                          STATION RECOVERY (1997)
 AX0688
 AX0688'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2393 ***********************************************************************
 AN2393  PACS        -  This is a Primary Airport Control Station.
 AN2393  DESIGNATION -  LAVAPORT
 AN2393  PID         -  AN2393
 AN2393  STATE/COUNTY-  TX/CALHOUN
 AN2393  USGS QUAD   -  KAMEY (1995)
 AN2393
 AN2393                         *CURRENT SURVEY CONTROL
 AN2393  ___________________________________________________________________
 AN2393* NAD 83(1993)-  28 39 09.37724(N)    096 40 54.32032(W)     ADJUSTED  
 AN2393* NAVD 88     -         8.25   (meters)      27.1    (feet)  GPS OBS   
 AN2393  ___________________________________________________________________
 AN2393  X           -    -651,746.347 (meters)                     COMP
 AN2393  Y           -  -5,563,339.832 (meters)                     COMP
 AN2393  Z           -   3,040,160.372 (meters)                     COMP
 AN2393  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AN2393  ELLIP HEIGHT-         -19.02  (meters)          (10/24/00) GPS OBS
 AN2393  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN2393
 AN2393  HORZ ORDER  -  B
 AN2393  ELLP ORDER  -  FOURTH    CLASS II
 AN2393
 AN2393.This mark is at Calhoun Co (T97) Airport (T97)
 AN2393
 AN2393.The horizontal coordinates were established by GPS observations
 AN2393.and adjusted by the National Geodetic Survey in February 1996..
 AN2393
 AN2393.The orthometric height was determined by GPS observations and a
 AN2393.high-resolution geoid model.
 AN2393
 AN2393.GPS derived orthometric heights for airport stations designated as
 AN2393.PACS or SACS are published to 2 decimal places.  This maintains
 AN2393.centimeter relative accuracy between the PACS and SACS.  It does
 AN2393.not indicate centimeter accuracy relative to other marks which are
 AN2393.part of the NAVD 88 network.
 AN2393
 AN2393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2393
 AN2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2393
 AN2393.The ellipsoidal height was determined by GPS observations
 AN2393.and is referenced to NAD 83.
 AN2393
 AN2393.The geoid height was determined by GEOID03.
 AN2393
 AN2393;                    North         East     Units Scale Factor Converg.
 AN2393;SPC TXSC     - 4,093,045.159   826,608.443   MT  0.99993361   +1 08 08.7
 AN2393;SPC TXSC     -13,428,598.99  2,711,964.53   sFT  0.99993361   +1 08 08.7
 AN2393;UTM  14      - 3,171,696.914   726,581.311   MT  1.00023362   +1 06 43.4
 AN2393
 AN2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2393!SPC TXSC     -   1.00000299  x   0.99993361  =   0.99993660
 AN2393!UTM  14      -   1.00000299  x   1.00023362  =   1.00023661
 AN2393
 AN2393:                Primary Azimuth Mark                     Grid Az
 AN2393:SPC TXSC     -  LAVAPORT AZ MK                           329 52 51.7
 AN2393:UTM  14      -  LAVAPORT AZ MK                           329 54 17.0
 AN2393
 AN2393|---------------------------------------------------------------------|
 AN2393| PID    Reference Object                     Distance      Geod. Az  |
 AN2393|                                                           dddmmss.s |
 AN2393| AN2394 LAVAPORT AZ MK                      APPROX. 0.7 KM 3310100.4 |
 AN2393|---------------------------------------------------------------------|
 AN2393
 AN2393                          SUPERSEDED SURVEY CONTROL
 AN2393
 AN2393  ELLIP H (02/20/96)  -18.86   (m)                       GP(       ) 3 2
 AN2393  NAD 83(1993)-  28 39 09.37650(N)    096 40 54.32590(W) AD(       ) 3
 AN2393  ELLIP H (02/16/96)  -18.83   (m)                       GP(       ) 5 1
 AN2393  NAD 83(1986)-  28 39 09.38942(N)    096 40 54.31150(W) AD(       ) 3
 AN2393  NAD 27      -  28 39 08.45375(N)    096 40 53.40456(W) AD(       ) 3
 AN2393  NGVD 29 (12/08/88)    8.4    (m)           28.     (f) GPS OBS        
 AN2393
 AN2393.Superseded values are not recommended for survey control.
 AN2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2393.See file dsdata.txt to determine how the superseded data were derived.
 AN2393
 AN2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2658171697(NAD 83)
 AN2393_MARKER: I = METAL ROD
 AN2393_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2393_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2393_STAMPING: LAVAPORT 1987
 AN2393_MARK LOGO: NGS   
 AN2393_PROJECTION: FLUSH
 AN2393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2393+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1995
 AN2393_ROD/PIPE-DEPTH: 9.0  meters
 AN2393_SLEEVE-DEPTH  : 0.91 meters
 AN2393
 AN2393  HISTORY     - Date     Condition        Report By
 AN2393  HISTORY     - 1987     MONUMENTED       NGS
 AN2393  HISTORY     - 19880525 GOOD
 AN2393  HISTORY     - 19950125 GOOD             NGS
 AN2393  HISTORY     - 19980725 GOOD             USPSQD
 AN2393
 AN2393                          STATION DESCRIPTION
 AN2393
 AN2393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AN2393'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTHWEST OF PORT LAVACA
 AN2393'AT THE PORT LAVACA-CALHOUN COUNTY AIRPORT.  OWNERSHIP-- CALHOUN
 AN2393'COUNTY C/O WALTER RAWLINGS, MANAGER, CALHOUN COUNTY COURTHOUSE,
 AN2393'PORTLAVACA TX.  TELEPHONE NUMBER IS 512-552-2933.
 AN2393'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 35 AND FARM ROAD
 AN2393'1090 AT PORT LAVACA.  GO NORTH ON FARM ROAD 1090 FOR 4.3 KM (2.65 MI)
 AN2393'TO FARM ROAD 3084.  TURN LEFT ON FARM ROAD 3084 FOR 1.9 KM (1.20 MI)
 AN2393'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTHWEST ON
 AN2393'THE ENTRANCE ROAD FOR 0.8 KM (0.50 MI) TO THE ADMINISTRATION
 AN2393'BUILDING. GO NORTH, FROM THE ADMINISTRATION BUILDING  ACROSS THE
 AN2393'APRON, FOR ABOUT 90 M (295.3 FT)  TO THE STATION ON THE RIGHT,
 AN2393'BETWEEN THE APRON AND THE TAXIWAY.
 AN2393'THE STATION IS SET 35.4 M (116.1 FT) SOUTHWEST OF THE TAXIWAY AND
 AN2393'16.6M (54.5 FT) SOUTHEAST OF THE APRON - TAXIWAY CONNECTOR.
 AN2393'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2393'DESCRIBED BY B.L.L.
 AN2393
 AN2393                          STATION RECOVERY (1988)
 AN2393
 AN2393'RECOVERED 1988
 AN2393'RECOVERED IN GOOD CONDITION.
 AN2393
 AN2393                          STATION RECOVERY (1995)
 AN2393
 AN2393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2393'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTHWEST OF PORT LAVACA
 AN2393'AT THE CALHOUN COUNTY AIRPORT.  OWNERSHIP--CALHOUN COUNTY.  FOR ACCESS
 AN2393'CONTACT MR WALTER RAWLINGS, AIRPORT MANAGER, CALHOUN COUNTY AIRPORT,
 AN2393'P.O.  BOX 676, PORT LAVACA, TX 77979.  OFFICE PHONE (512) 552-2933,
 AN2393'HOME (512) 552-6207.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AN2393'HIGHWAY 35 AND FARM ROAD 1090 AT PORT LAVACA.  GO NORTHERLY ON FARM
 AN2393'ROAD 1090 FOR 4.3 KM (2.65 MI) TO FARM ROAD 3084. TURN LEFT, WESTERLY
 AN2393'ON FARM ROAD 3084 FOR 1.9 KM (1.20 MI) TO THE AIRPORT ENTRANCE ROAD ON
 AN2393'THE RIGHT.  TURN RIGHT, NORTHWESTERLY ON ENTRANCE ROAD FOR 0.8 KM
 AN2393'(0.50 MI) TO THE AIRPORT ADMINISTRATION BUILDING ON THE RIGHT.
 AN2393'PROCEED ACROSS THE APRON FOR ABOUT 90 M (295.3 FT) TO THE STATION ON
 AN2393'THE RIGHT.  THE STATION IS LOCATED 35.4 M (116.1 FT) SOUTHWEST OF THE
 AN2393'PARALLEL TAXIWAY AND 16.6 M (54.5 FT) SOUTHEAST OF THE CENTERLINE OF
 AN2393'THE CONNECTING TAXIWAY.  THIS IS A PAC STATION.
 AN2393
 AN2393                          STATION RECOVERY (1998)
 AN2393
 AN2393'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2394 ***********************************************************************
 AN2394  SACS        -  This is a Secondary Airport Control Station.
 AN2394  DESIGNATION -  LAVAPORT AZ MK
 AN2394  PID         -  AN2394
 AN2394  STATE/COUNTY-  TX/CALHOUN
 AN2394  USGS QUAD   -  KAMEY (1995)
 AN2394
 AN2394                         *CURRENT SURVEY CONTROL
 AN2394  ___________________________________________________________________
 AN2394* NAD 83(1993)-  28 39 30.31956(N)    096 41 07.47220(W)     ADJUSTED  
 AN2394* NAVD 88     -         8.01   (meters)      26.3    (feet)  GPS OBS   
 AN2394  ___________________________________________________________________
 AN2394  X           -    -652,065.057 (meters)                     COMP
 AN2394  Y           -  -5,562,990.972 (meters)                     COMP
 AN2394  Z           -   3,040,726.016 (meters)                     COMP
 AN2394  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AN2394  ELLIP HEIGHT-         -19.27  (meters)          (07/24/01) GPS OBS
 AN2394  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN2394
 AN2394  HORZ ORDER  -  FIRST
 AN2394  ELLP ORDER  -  THIRD     CLASS II
 AN2394
 AN2394.This mark is at Calhoun Co (T97) Airport (T97)
 AN2394
 AN2394.The horizontal coordinates were established by GPS observations
 AN2394.and adjusted by the National Geodetic Survey in February 1997..
 AN2394
 AN2394.The orthometric height was determined by GPS observations and a
 AN2394.high-resolution geoid model.
 AN2394
 AN2394.GPS derived orthometric heights for airport stations designated as
 AN2394.PACS or SACS are published to 2 decimal places.  This maintains
 AN2394.centimeter relative accuracy between the PACS and SACS.  It does
 AN2394.not indicate centimeter accuracy relative to other marks which are
 AN2394.part of the NAVD 88 network.
 AN2394
 AN2394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2394
 AN2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2394
 AN2394.The ellipsoidal height was determined by GPS observations
 AN2394.and is referenced to NAD 83.
 AN2394
 AN2394.The geoid height was determined by GEOID03.
 AN2394
 AN2394;                    North         East     Units Scale Factor Converg.
 AN2394;SPC TXSC     - 4,093,682.649   826,238.621   MT  0.99993241   +1 08 02.2
 AN2394;SPC TXSC     -13,430,690.49  2,710,751.21   sFT  0.99993241   +1 08 02.2
 AN2394;UTM  14      - 3,172,334.748   726,211.640   MT  1.00023155   +1 06 37.9
 AN2394
 AN2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2394!SPC TXSC     -   1.00000303  x   0.99993241  =   0.99993544
 AN2394!UTM  14      -   1.00000303  x   1.00023155  =   1.00023458
 AN2394
 AN2394:                Primary Azimuth Mark                     Grid Az
 AN2394:SPC TXSC     -  LAVAPORT                                 149 52 51.9
 AN2394:UTM  14      -  LAVAPORT                                 149 54 16.2
 AN2394
 AN2394|---------------------------------------------------------------------|
 AN2394| PID    Reference Object                     Distance      Geod. Az  |
 AN2394|                                                           dddmmss.s |
 AN2394| AN2393 LAVAPORT                            APPROX. 0.7 KM 1510054.1 |
 AN2394|---------------------------------------------------------------------|
 AN2394
 AN2394                          SUPERSEDED SURVEY CONTROL
 AN2394
 AN2394  ELLIP H (02/05/97)  -19.12   (m)                       GP(       ) 3 2
 AN2394  NAD 83(1993)-  28 39 30.31949(N)    096 41 07.47784(W) AD(       ) 3
 AN2394  ELLIP H (02/16/96)  -19.07   (m)                       GP(       ) 5 1
 AN2394  NAD 83(1986)-  28 39 30.33240(N)    096 41 07.46344(W) AD(       ) 3
 AN2394  NAD 27      -  28 39 29.39742(N)    096 41 06.55605(W) AD(       ) 3
 AN2394  NGVD 29 (12/08/88)    8.2    (m)           27.     (f) GPS OBS        
 AN2394
 AN2394.Superseded values are not recommended for survey control.
 AN2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2394.See file dsdata.txt to determine how the superseded data were derived.
 AN2394
 AN2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2621272335(NAD 83)
 AN2394_MARKER: I = METAL ROD
 AN2394_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2394_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2394_STAMPING: LAVAPORT AZ MK 1987
 AN2394_MARK LOGO: NGS   
 AN2394_PROJECTION: FLUSH
 AN2394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2394+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1995
 AN2394_ROD/PIPE-DEPTH: 9.0  meters
 AN2394_SLEEVE-DEPTH  : 1.0 meters
 AN2394
 AN2394  HISTORY     - Date     Condition        Report By
 AN2394  HISTORY     - 1987     MONUMENTED       NGS
 AN2394  HISTORY     - 19880525 GOOD
 AN2394  HISTORY     - 19950125 GOOD             NGS
 AN2394  HISTORY     - 19980725 GOOD             USPSQD
 AN2394
 AN2394                          STATION DESCRIPTION
 AN2394
 AN2394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AN2394'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTHWEST OF PORT LAVACA
 AN2394'AT THE PORT LAVACA-CALHOUN COUNTY AIRPORT.  OWNERSHIP-- CALHOUN
 AN2394'COUNTY C/O WALTER RAWLINGS, MANAGER, CALHOUN COUNTY COURTHOUSE, PORT
 AN2394'LAVACA TX.  TELEPHONE NUMBER IS 512-552-2933.
 AN2394'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 35 AND FARM ROAD
 AN2394'1090 AT PORT LAVACA.  GO NORTH ON FARM ROAD 1090 FOR 4.3 KM (2.65 MI)
 AN2394'TO FARM ROAD 3084.  TURN LEFT ON FARM ROAD 3084 FOR 1.9 KM (1.20 MI)
 AN2394'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTHWEST ON
 AN2394'THE ENTRANCE ROAD FOR 0.8 KM (0.50 MI) TO THE ADMINISTRATION
 AN2394'BUILDING. GO NORTH, FROM THE ADMINISTRATION BUILDING  ACROSS THE
 AN2394'APRON, FOR ABOUT 100 M (328.1 FT) TO A NORTHWEST-SOUTHEAST TAXIWAY.
 AN2394'TURN LEFT, NORTHWEST ON THE TAXIWAY FOR 0.6 KM (0.35 MI) TO THE
 AN2394'AZIMUTH ON THE RIGHT, ON THE SOUTHEAST SIDE OF THE FIRST
 AN2394'TAXIWAY-RUNWAY CONNECTOR.
 AN2394'THE STATION IS SET 49.1 M (161.1 FT) NORTHEAST OF THE TAXIWAY, 42.3 M
 AN2394'(138.8 FT) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, 32.8 M
 AN2394'(107.6 FT) WEST OF A TAXI INDICATOR SIGN AND 15.9 M (52.2 FT)SOUTHEAST
 AN2394'OF THE CENTERLINE OF THE CROSSOVER AT THE HOLD BARS.
 AN2394'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2394'DESCRIBED BY B.L.L.
 AN2394
 AN2394                          STATION RECOVERY (1988)
 AN2394
 AN2394'RECOVERED 1988
 AN2394'RECOVERED IN GOOD CONDITION.
 AN2394
 AN2394                          STATION RECOVERY (1995)
 AN2394
 AN2394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2394'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTHWEST OF PORT LAVACA
 AN2394'AT THE CALHOUN COUNTY AIRPORT.  OWNERSHIP--CALHOUN COUNTY.  FOR ACCESS
 AN2394'CONTACT MR WALTER RAWLINGS, AIRPORT MANAGER, CALHOUN COUNTY AIRPORT,
 AN2394'P.O.  BOX 676, PORT LAVACA, TX 77979.  OFFICE PHONE (512) 552-2933,
 AN2394'HOME (512) 552-6207.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AN2394'HIGHWAY 35 AND FARM ROAD 1090 AT PORT LAVACA.  GO NORTHERLY ON FARM
 AN2394'ROAD 1090 FOR 4.3 KM (2.65 MI) TO FARM ROAD 3084. TURN LEFT, WESTERLY
 AN2394'ON FARM ROAD 3084 FOR 1.9 KM (1.20 MI) TO THE AIRPORT ENTRANCE ROAD ON
 AN2394'THE RIGHT.  TURN RIGHT, NORTHWESTERLY ON ENTRANCE ROAD FOR 0.8 KM
 AN2394'(0.50 MI) TO THE AIRPORT ADMINISTRATION BUILDING ON THE RIGHT.
 AN2394'PROCEED ACROSS THE APRON FOR ABOUT 100 M (328.1 FT) TO THE PARALLEL
 AN2394'TAXIWAY, TURN LEFT, NORTHWEST ON THE PARALLEL TAXIWAY FOR 4.5 MI (7.2
 AN2394'KM) TO THE STATION ON THE RIGHT IN THE GRASS MEDIAN BETWEEN THE RUNWAY
 AN2394'AND THE PARALLEL TAXIWAY AND ON THE SOUTHEAST SIDE OF THE CONNECTING
 AN2394'TAXIWAY.  THE STATION IS LOCATED 49.1 M (161.1 FT) NORTHEAST OF THE
 AN2394'TAXIWAY, 42.3 M (138.8 FT) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY,
 AN2394'32.8 M (107.6 FT) WEST OF A LIGHTED TAXI INDICATOR SIGN AND 15.9 M
 AN2394'(52.2 FT) SOUTHEAST OF THE CENTERLINE OF THE CONNECTING TAXIWAY AT THE
 AN2394'HOLD BAR.
 AN2394
 AN2394                          STATION RECOVERY (1998)
 AN2394
 AN2394'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1827 ***********************************************************************
 AY1827  DESIGNATION -  LAVERNIA
 AY1827  PID         -  AY1827
 AY1827  STATE/COUNTY-  TX/WILSON
 AY1827  USGS QUAD   -  LA VERNIA SW (1992)
 AY1827
 AY1827                         *CURRENT SURVEY CONTROL
 AY1827  ___________________________________________________________________
 AY1827* NAD 83(1993)-  29 18 52.93975(N)    098 08 15.38193(W)     ADJUSTED  
 AY1827* NAVD 88     -       237.9    (meters)     781.     (feet)  VERTCON   
 AY1827  ___________________________________________________________________
 AY1827  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AY1827  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AY1827
 AY1827  HORZ ORDER  -  FIRST
 AY1827
 AY1827.The horizontal coordinates were established by classical geodetic methods
 AY1827.and adjusted by the National Geodetic Survey in February 1996..
 AY1827
 AY1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1827
 AY1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1827
 AY1827.The geoid height was determined by GEOID03.
 AY1827
 AY1827;                    North         East     Units Scale Factor Converg.
 AY1827;SPC TXSC     - 4,164,483.964   683,762.715   MT  0.99986331   +0 25 21.0
 AY1827;SPC TXSC     -13,662,977.81  2,243,311.51   sFT  0.99986331   +0 25 21.0
 AY1827;UTM  14      - 3,243,161.687   583,743.074   MT  0.99968653   +0 25 20.1
 AY1827
 AY1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1827!SPC TXSC     -   0.99996670  x   0.99986331  =   0.99983001
 AY1827!UTM  14      -   0.99996670  x   0.99968653  =   0.99965324
 AY1827
 AY1827|---------------------------------------------------------------------|
 AY1827| PID    Reference Object                     Distance      Geod. Az  |
 AY1827|                                                           dddmmss.s |
 AY1827| CV5470 LAVERNIA RM 2                        22.812 METERS 21601     |
 AY1827| AY1825 ROCKY POINT                         APPROX. 8.4 KM 2510328.2 |
 AY1827| CV5471 LAVERNIA RM 3                        22.635 METERS 31815     |
 AY1827| AY1829 ST HEDWIG CATHOLIC CH SPIRE         APPROX.13.1 KM 3290110.1 |
 AY1827| CV5469 LAVERNIA RM                          30.071 METERS 33850     |
 AY1827|---------------------------------------------------------------------|
 AY1827
 AY1827                          SUPERSEDED SURVEY CONTROL
 AY1827
 AY1827  NAD 83(1986)-  29 18 52.94514(N)    098 08 15.36341(W) AD(       ) 1
 AY1827  NAD 27      -  29 18 52.08800(N)    098 08 14.33500(W) AD(       ) 1
 AY1827  NGVD 29 (07/19/86)  237.8    (m)          780.     (f) VERT ANG       
 AY1827
 AY1827.Superseded values are not recommended for survey control.
 AY1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1827.See file dsdata.txt to determine how the superseded data were derived.
 AY1827
 AY1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8374343162(NAD 83)
 AY1827_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AY1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1827
 AY1827  HISTORY     - Date     Condition        Report By
 AY1827  HISTORY     - 1904     MONUMENTED       CGS
 AY1827  HISTORY     - 1937     GOOD             TXHD
 AY1827  HISTORY     - 1943     GOOD             CGS
 AY1827  HISTORY     - 1953     GOOD             CGS
 AY1827  HISTORY     - 1957     GOOD             AMS
 AY1827
 AY1827                          STATION DESCRIPTION
 AY1827
 AY1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1904
 AY1827'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29098-2, STATION 1010.
 AY1827
 AY1827                          STATION RECOVERY (1937)
 AY1827
 AY1827'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1827'STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 AY1827'EXCEPT THAT ONE SIDE OF MONUMENT HAD BEEN LIFTED ABOUT SIX
 AY1827'INCHES BY SOMEONE.  STATION IS ABOUT 4-3/4 MILES BY ROAD
 AY1827'AND FOOT SW FROM LAVERNIA.  TO REACH FROM LAVERNIA, GO SW BY
 AY1827'WAY OF A LANE THAT PASSES ON S SIDE OF SCHOOLHOUSE 1.5 MILES
 AY1827'TO A GATE IN FENCE STRAIGHT AHEAD AND A SANDY CROSS LANE.
 AY1827'GO THROUGH GATE AND FOLLOW TRAIL SW 3/4 MILE TO A HOUSE.
 AY1827'GO THROUGH GATE TO SE OF HOUSE AND THEN THROUGH TWO GATES
 AY1827'OF THE BARNYARD.  THENCE 1-1/4 MILES FOLLOWING THE TRAIL
 AY1827'SOUTHERLY TO WHERE TRAIL ENDS AT A FIELD.  THENCE ON FOOT
 AY1827'SSE 0.8 MILE TO STATION WHICH IS ON HIGHEST AND MOST
 AY1827'SOUTHEASTERLY POINT OF A RIDGE AND GROUP OF SANDHILLS.
 AY1827
 AY1827                          STATION RECOVERY (1943)
 AY1827
 AY1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AY1827'THE UNDERGROUND-STATION MARK WAS RECOVERED IN GOOD CONDITION
 AY1827'AND STATION WAS RE-MARKED WITH A NEW SURFACE MARK ACCORDING TO
 AY1827'THE OLD REFERENCE MARK COULD NOT BE FOUND AND TWO
 AY1827'REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO. 2 WAS
 AY1827'SET.  MARK PROJECTS 4 INCHES ABOVE SURFACE
 AY1827'AND WAS STAMPED LAVERNIA NO. 2.  IT IS 22.82 METERS FROM
 AY1827'STATION.  REFERENCE MARK NO. 3 WAS SET
 AY1827'MARK PROJECTS 4 INCHES ABOVE SURFACE
 AY1827'AND WAS STAMPED LAVERNIA NO. 3.  IT IS 22.65 METERS FROM
 AY1827'STATION.  THE STATION WAS NOT OCCUPIED
 AY1827'BY THE OBSERVING PARTY.  FOLLOWING IS A NEW DESCRIPTION--
 AY1827'
 AY1827'STATION IS LOCATED ABOUT 3 MILES SSW OF LAVERNIA, ON A LONG
 AY1827'OAK-COVERED RIDGE IN A SAND PASTURE.  IT IS REACHED FROM THE
 AY1827'POST OFFICE IN LAVERNIA BY GOING S ON GRAVEL STREET 0.05
 AY1827'MILE TO A FORKS, TAKE RIGHT FORK AND GO 0.3 MILE TO A
 AY1827'SCHOOLHOUSE.  CONTINUE ON MAIN-TRAVELED ROAD 2.0 MILES TO A
 AY1827'LOCKED GATE INTO DEWEYS PASTURE (NOW OWNED BY MR. WALSH)
 AY1827'GET KEY FOR GATE FROM MR. EDGAR VORPAHL WHO LIVES 0.05 MILE
 AY1827'S OF THE POST OFFICE IN HOUSE SURROUNDED WITH EVERGREEN TREES.
 AY1827'GO THROUGH GATE AND FOLLOW ROAD ALONG THE FENCE LINE 0.3
 AY1827'MILE TO SHEDS AND GATE JUST AFTER CROSSING A SMALL CREEK.
 AY1827'GO THROUGH GATE AND BEAR RIGHT AND GO 0.6 MILE TO A
 AY1827'WINDMILL, HERE TAKE RIGHT FORK AND CONTINUE ON DIM TRAIL
 AY1827'0.75 MILE TO THE SW SIDE OF AN OPEN FIELD AND END OF TRUCK
 AY1827'TRAVEL.  HERE FOLLOW ALONG FENCE LINE E ABOUT 0.5 MILE TO
 AY1827'TOP OF RIDGE, THENCE TURN RIGHT LEAVING FENCE LINE AND
 AY1827'GO ABOUT 275 YARDS TO STATION.
 AY1827
 AY1827                          STATION RECOVERY (1953)
 AY1827
 AY1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1827'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 AY1827'GOOD CONDITION.
 AY1827'
 AY1827'ADDITIONAL NOTES FOLLOW--
 AY1827'
 AY1827'REACHED FROM THE POST OFFICE IN LAVERNIA BY GOING SOUTHERLY ON
 AY1827'A GRAVELED ROAD FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT
 AY1827'ROAD, SOUTHWEST PAST THE LEFT OF A SCHOOL BUILDING, AND GO
 AY1827'1.4 MILES TO A BEND IN THE ROAD TO THE LEFT.  TURN LEFT AND GO
 AY1827'0.8 MILES TO A LOCKED GATE (KEY MAY BE OBTAINED FROM MR. FRED
 AY1827'PERBOLA OF LAVERNIA).  PASS THROUGH THE GATE AND GO 0.3 MILE
 AY1827'TO AN ABANDONED DWELLING.  BEAR RIGHT, PASSING JUST TO THE
 AY1827'LEFT OF AN OLD SHED, AND GO 0.7 MILE TO A WINDMILL.  PASS
 AY1827'TO THE LEFT OF THE WINDMILL, ENTERING A TRACK ROAD IN THE
 AY1827'SCRUB OAKS, AND GO 0.15 MILE TO A CROSS ROAD.  CONTINUE
 AY1827'STRAIGHT AHEAD UP THE HILL FOR 0.25 MILE TO A FORK.  TAKE
 AY1827'THE RIGHT ROAD AND GO 0.35 MILE.  THENCE PICK AN OPENING
 AY1827'IN THE FENCE AND GO WESTWARD FOR ABOUT 300 YARDS TO THE
 AY1827'STATION SITE.
 AY1827'
 AY1827'A FOUR WHEEL DRIVE TRUCK NEEDED TO PASS THROUGH THE SAND.
 AY1827'
 AY1827'HEIGHT OF LIGHT ABOVE MARK 18 METERS.
 AY1827
 AY1827                          STATION RECOVERY (1957)
 AY1827
 AY1827'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 AY1827'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD
 AY1827'TRIANGULATION DISK SET IN CONCRETE POST.  THE REFERENCE MARKS
 AY1827'WERE ALSO RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1448 ***********************************************************************
 AE1448  DESIGNATION -  LAVINA
 AE1448  PID         -  AE1448
 AE1448  STATE/COUNTY-  TX/HIDALGO
 AE1448  USGS QUAD   -  HARGILL (1963)
 AE1448
 AE1448                         *CURRENT SURVEY CONTROL
 AE1448  ___________________________________________________________________
 AE1448* NAD 83(1993)-  26 23 05.66926(N)    098 04 27.28223(W)     ADJUSTED  
 AE1448* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 AE1448  ___________________________________________________________________
 AE1448  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AE1448  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AE1448
 AE1448  HORZ ORDER  -  SECOND
 AE1448
 AE1448.The horizontal coordinates were established by classical geodetic methods
 AE1448.and adjusted by the National Geodetic Survey in February 1996..
 AE1448
 AE1448.The orthometric height was scaled from a topographic map.
 AE1448
 AE1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1448
 AE1448.The geoid height was determined by GEOID03.
 AE1448
 AE1448;                    North         East     Units Scale Factor Converg.
 AE1448;SPC TX S     - 5,079,648.057   342,483.632   MT  0.99995220   +0 11 35.9
 AE1448;SPC TX S     -16,665,478.67  1,123,631.72   sFT  0.99995220   +0 11 35.9
 AE1448;UTM  14      - 2,918,642.676   592,345.838   MT  0.99970528   +0 24 41.2
 AE1448
 AE1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1448!SPC TX S     -   0.99999984  x   0.99995220  =   0.99995204
 AE1448!UTM  14      -   0.99999984  x   0.99970528  =   0.99970512
 AE1448
 AE1448|---------------------------------------------------------------------|
 AE1448| PID    Reference Object                     Distance      Geod. Az  |
 AE1448|                                                           dddmmss.s |
 AE1448| CV2573 LAVINA RM 1                          16.835 METERS 04000     |
 AE1448| CV2572 LAVINA AZ MK                                       0820828.9 |
 AE1448| CV2574 LAVINA RM 2                          18.050 METERS 08948     |
 AE1448| AB1662 MONTE ALTO MUNICIPAL TANK           APPROX.10.1 KM 0940129.3 |
 AE1448| AE1453 ENGLEMAN PRODUCTS CO TANK           APPROX. 8.3 KM 1331439.7 |
 AE1448|---------------------------------------------------------------------|
 AE1448
 AE1448                          SUPERSEDED SURVEY CONTROL
 AE1448
 AE1448  NAD 83(1986)-  26 23 05.67605(N)    098 04 27.24717(W) AD(       ) 2
 AE1448  NAD 27      -  26 23 04.43086(N)    098 04 26.22108(W) AD(       ) 2
 AE1448
 AE1448.Superseded values are not recommended for survey control.
 AE1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1448.See file dsdata.txt to determine how the superseded data were derived.
 AE1448
 AE1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9234618643(NAD 83)
 AE1448_MARKER: DS = TRIANGULATION STATION DISK
 AE1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1448
 AE1448  HISTORY     - Date     Condition        Report By
 AE1448  HISTORY     - 1947     MONUMENTED       CGS
 AE1448
 AE1448                          STATION DESCRIPTION
 AE1448
 AE1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AE1448'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF EDINBURG ON LAND
 AE1448'OWNED BY JAUN DE LAVINA.  IT IS 47 FEET SOUTH OF THE SOUTHEAST
 AE1448'CORNER OF A WINDMILL, 8 FEET NORTH OF AN EAST-WEST FENCE
 AE1448'LINE AND 16 FEET NORTHEAST OF A FENCE CORNER.  THE MARK PROJECTS
 AE1448'ABOUT 4 INCHES AND THE DISK IS STAMPED LAVINA 1946.
 AE1448'
 AE1448'REFERENCE MARK NO. 1 IS 55.23 FEET NORTHEAST OF THE STATION
 AE1448'IN AN EAST-WEST FENCE LINE AND 24 FEET NORTH OF THE APPROXIMATE
 AE1448'CENTER OF THE DIRT ROAD.  THE MARK PROJECTS ABOUT 4 INCHES
 AE1448'AND THE DISK IS STAMPED LAVINA NO 1 1946.
 AE1448'
 AE1448'REFERENCE MARK NO. 2 IS 59.22 FEET EAST OF THE STATION IN
 AE1448'AN EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 AE1448'AND THE DISK IS STAMPED LAVINA NO 2 1946.
 AE1448'
 AE1448'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION ON THE NORTH
 AE1448'SIDE OF THE ROAD.  IT IS 31.5 FEET WEST OF AN OLD SHED, 22 FEET
 AE1448'NORTH OF THE APPROXIMATE CENTER OF THE ROAD AND 3 FEET WEST
 AE1448'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 AE1448'AND THE DISK IS STAMPED LAVINA 1946.
 AE1448'
 AE1448'TO REACH THE STATION FROM THE FROM THE COURTHOUSE IN EDINBURG GO
 AE1448'NORTH ON U.S. HIGHWAY 281 FOR 7.5 MILES TO A RAILROAD CROSSING
 AE1448'IN FAYSVILLE, CONTINUE NORTH ON U.S. HIGHWAY 281 FOR 0.6 MILE
 AE1448'TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.4 MILES TO A RAILROAD
 AE1448'CROSSING, CROSS TRACKS AND TAKE RIGHT FORK FOR 0.65 MILE
 AE1448'TO A CATTLE GUARD, CROSS GUARD, TAKE LEFT FORK AND GO 1.8
 AE1448'MILES TO GULF STATES PLANT ON THE LEFT AND T-ROAD RIGHT,
 AE1448'TURN RIGHT AND GO 1.45 MILES TO A PUMPING STATION ON THE
 AE1448'RIGHT AND A LANE RIGHT, TURN RIGHT AND GO 0.15 MILE TO A
 AE1448'WINDMILL AND STATION AS DESCRIBED.
 AE1448'
 AE1448'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1119 ***********************************************************************
 DN1119  DESIGNATION -  LAVON
 DN1119  PID         -  DN1119
 DN1119  STATE/COUNTY-  TX/COLLIN
 DN1119  USGS QUAD   -  LAVON (1973)
 DN1119
 DN1119                         *CURRENT SURVEY CONTROL
 DN1119  ___________________________________________________________________
 DN1119* NAD 83(1993)-  33 01 40.08190(N)    096 26 03.58504(W)     ADJUSTED  
 DN1119* NAVD 88     -       158.37   (+/-2cm)     519.6    (feet)  VERTCON   
 DN1119  ___________________________________________________________________
 DN1119  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DN1119  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN1119
 DN1119  HORZ ORDER  -  SECOND
 DN1119  VERT ORDER  -  THIRD ? (See Below)
 DN1119
 DN1119.The horizontal coordinates were established by classical geodetic methods
 DN1119.and adjusted by the National Geodetic Survey in February 1996..
 DN1119
 DN1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1119.The vertical order pertains to the NGVD 29 superseded value.
 DN1119
 DN1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1119
 DN1119.The geoid height was determined by GEOID03.
 DN1119
 DN1119;                    North         East     Units Scale Factor Converg.
 DN1119;SPC TXNC     - 2,152,832.724   792,946.016   MT  0.99987271   +1 07 35.8
 DN1119;SPC TXNC     - 7,063,085.36  2,601,523.72   sFT  0.99987271   +1 07 35.8
 DN1119;UTM  14      - 3,657,294.434   739,631.840   MT  1.00030808   +1 23 56.7
 DN1119
 DN1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1119!SPC TXNC     -   0.99997914  x   0.99987271  =   0.99985185
 DN1119!UTM  14      -   0.99997914  x   1.00030808  =   1.00028721
 DN1119
 DN1119|---------------------------------------------------------------------|
 DN1119| PID    Reference Object                     Distance      Geod. Az  |
 DN1119|                                                           dddmmss.s |
 DN1119| DN0233 J 922                                29.230 METERS 05426     |
 DN1119| CY1466 LAVON AZ MK                                        0740837.7 |
 DN1119| CY1467 LAVON RM 1                           17.880 METERS 09348     |
 DN1119| CS2610 ROCKWALL                            APPROX.12.7 KM 1881102.3 |
 DN1119| CY1468 LAVON RM 2                           24.509 METERS 23758     |
 DN1119|---------------------------------------------------------------------|
 DN1119
 DN1119                          SUPERSEDED SURVEY CONTROL
 DN1119
 DN1119  NAD 83(1993)-  33 01 40.08639(N)    096 26 03.57756(W) AD(       ) 2
 DN1119  NAD 83(1986)-  33 01 40.08900(N)    096 26 03.57050(W) AD(       ) 2
 DN1119  NAD 27      -  33 01 39.66100(N)    096 26 02.62200(W) AD(       ) 2
 DN1119  NGVD 29 (07/19/86)  158.38   (m)          519.6    (f) LEVELING    3  
 DN1119
 DN1119.Superseded values are not recommended for survey control.
 DN1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1119.See file dsdata.txt to determine how the superseded data were derived.
 DN1119
 DN1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3963257294(NAD 83)
 DN1119_MARKER: DS = TRIANGULATION STATION DISK
 DN1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1119
 DN1119  HISTORY     - Date     Condition        Report By
 DN1119  HISTORY     - 1950     MONUMENTED       CGS
 DN1119  HISTORY     - 1955     GOOD             TXHD
 DN1119  HISTORY     - 1960     GOOD             CGS
 DN1119  HISTORY     - 1961     GOOD             CGS
 DN1119  HISTORY     - 1966     GOOD             LONESR
 DN1119  HISTORY     - 1969     GOOD             CGS
 DN1119  HISTORY     - 19940711 GOOD             USPSQD
 DN1119
 DN1119                          STATION DESCRIPTION
 DN1119
 DN1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN1119'LOCATED IN THE VILLAGE OF LAVON, ON RAILROAD RIGHT-OF-WAY
 DN1119'PROPERTY, BETWEEN THE MAIN EAST-WEST STREET OF THE VILLAGE
 DN1119'AND THE RAILROAD TRACKS AND EAST OF STATE ROUTE 78.  THE
 DN1119'VILLAGE OF LAVON IS ABOUT 15 MILES NORTHEAST OF GARLAND AND
 DN1119'ON STATE ROUTE 78.  THE STATION IS 43 FEET SOUTHEAST OF THE
 DN1119'SOUTHWEST CORNER OF THE RAILROAD STATION, 94 FEET EAST OF THE
 DN1119'CENTERLINE OF THE HIGHWAY AND 74 FEET NORTH OF THE APPROXIMATE
 DN1119'CENTERLINE OF THE EAST-WEST STREET.* THE MARK IS STAMPED,
 DN1119'LAVON 1949, AND THE DISC IS FLUSH WITH THE GROUND.
 DN1119'
 DN1119'REFERENCE MARK NO. 1 IS 34 FEET NORTH OF THE APPROXIMATE
 DN1119'CENTERLINE OF THE EAST-WEST STREET AND 99 FEET SOUTH OF THE
 DN1119'SOUTH RAIL OF THE RAILROAD TRACKS.  THE MARK IS STAMPED, LAVON,
 DN1119'NO. 1 1949, AND THE DISC PROJECTS ABOUT 2 INCHES.
 DN1119'
 DN1119'REFERENCE MARK NO. 2 IS 86 FEET SOUTH OF THE SOUTH RAIL OF
 DN1119'THE RAILROAD TRACKS, 48 FEET EAST OF THE CENTERLINE OF STATE
 DN1119'ROUTE 78 AND 36 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 DN1119'OF THE EAST-WEST STREET.  THE MARK IS FLUSH WITH THE GROUND
 DN1119'AND THE DISC IS STAMPED, LAVON NO. 2 1949.
 DN1119'
 DN1119'AZIMUTH MARK IS ON RAILROAD RIGHT-OF-WAY PROPERTY, 95 FEET
 DN1119'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 24 FEET NORTH
 DN1119'OF THE APPROXIMATE CENTERLINE OF THE EAST-WEST STREET AND
 DN1119'14 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE SIDE ROAD
 DN1119'THAT CROSSES THE RAILROAD TRACKS.  THE MARK IS FLUSH WITH
 DN1119'THE GROUND AND THE DISC IS STAMPED, LAVON 1949.
 DN1119'
 DN1119'BENCH MARK J-922, 1946 IS A STANDARD C. AND G.S. BENCH MARK
 DN1119'AND IS A 6 BY 6 INCH CONCRETE POST THAT PROJECTS ABOUT 8 INCHES
 DN1119'WITH THE BENCH MARK DISC IN THE TOP.  IT IS 46 FEET SOUTH
 DN1119'OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 4 FEET EASTERLY OF
 DN1119'A TELEPHONE POLE AND 3 FEET EAST OF A WHITE WITNESS POST.  A
 DN1119'TRAVERSE CONNECTION WAS MADE FROM THIS STATION TO TRIANGULATION
 DN1119'STATION LAVON AS RECORDED ABOVE.
 DN1119'
 DN1119'*NOTE--THIS STATION WAS BUILT IN 1949 AND OCCUPIED THE FIRST
 DN1119'TIME IN 1950.
 DN1119'
 DN1119'ALL STATIONS WERE VISIBLE AT 50 FEET.
 DN1119'
 DN1119'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1119
 DN1119                          STATION RECOVERY (1955)
 DN1119
 DN1119'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1119'STATION RECOVERED.  104.2 FT EAST OF CENTERLINE OF SH 78
 DN1119'AND 73.0 FT SOUTH OF ST. L AND S.W. RY. IN COMMUNITY OF LAVON.
 DN1119
 DN1119                          STATION RECOVERY (1960)
 DN1119
 DN1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1119'STATION AND REFERENCE MARK NO. 1 AND BM-J-922 WERE RECOVERED
 DN1119'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1119'TO STATION SITE ARE CORRECT.
 DN1119
 DN1119                          STATION RECOVERY (1961)
 DN1119
 DN1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SAC)
 DN1119'RECOVERED AS DESCRIBED IN 1955.
 DN1119
 DN1119                          STATION RECOVERY (1966)
 DN1119
 DN1119'RECOVERY NOTE BY LONE STAR GAS COMPANY 1966 (BMS)
 DN1119'STATION FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE
 DN1119'DESTROYED BY PIPELINE IN RR ROW.  THE AZIMUTH MARK IN PLACE
 DN1119'BUT LEANING AT 45 DEG.
 DN1119
 DN1119                          STATION RECOVERY (1969)
 DN1119
 DN1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1119'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 DN1119'NO. 1 AND 2 WERE NOT RECOVERED, BUT WAS REPORTED IN 1966
 DN1119'BY THE LONE STAR GAS COMPANY AS BEING DESTROYED.  AZIMUTH
 DN1119'MARK AND BENCH MARK J 922 1946 WERE FOUND DESTROYED.  REFERENCE
 DN1119'MARKS NO. 3 AND 4 WERE SET, BUT THERE WERE NO OBJECTS VISIBLE
 DN1119'FROM THE GROUND TO SET A NEW AZIMUTH MARK.
 DN1119'
 DN1119'STATION, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 DN1119'POST AND STAMPED LAVON 1949, IS 104 FEET EAST-NORTHEAST OF THE
 DN1119'CENTERLINE OF SURFACED ROAD, 104 FEET EAST OF A RAIL ROAD
 DN1119'SEMIPHORE, 77 FEET SOUTH-SOUTHEAST OF THE SOUTH RAIL OF RAILROAD
 DN1119'TRACKS, 67 FEET EAST-NORTHEAST OF A POWERLINE POLE, 58 FEET
 DN1119'NORTH-NORTHWEST OF THE CENTERLINE OF AN EAST-WEST STREET, 1.5
 DN1119'FEET NORTH OF A CONCRETE POST AND 1 FOOT SOUTH OF A WITNESS POST.
 DN1119'THE DEPOT MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN MOVED
 DN1119'TO A NEW LOCATION AND IS NO LONGER USED AS THE LAVON
 DN1119'RAILROAD STATION.
 DN1119'
 DN1119'REFERENCE MARK NO. 3, A STANDARD DISK, SET IN A DRILLHOLE IN
 DN1119'A 2 X 2 FOOT CONCRETE ABUTMENT AND STAMPED LAVON 1949 NO 3
 DN1119'1969 IS 128 FEET EAST-NORTHEAST OF THE CENTERLINE OF SURFACED
 DN1119'ROAD, 113 FEET NORTH-NORTHWEST OF THE CENTERLINE OF AN EAST-WEST
 DN1119'STREET AND 12-1/2 FEET SOUTH-SOUTHEAST OF THE SOUTH RAIL OF
 DN1119'RAILROAD TRACKS.
 DN1119'
 DN1119'REFERENCE MARK NO. 4, A STANDARD DISK SET FLUSH IN A DRILLHOLE
 DN1119'IN A CONCRETE BASE OF RAILROAD SEMIPHORE AND STAMPED LAVON
 DN1119'1949 NO 4 1969, IS 18 FEET EAST-NORTHEAST OF THE CENTERLINE
 DN1119'OF SURFACED ROAD AND 15-1/2 FEET SOUTH-SOUTHWEST OF THE SOUTH
 DN1119'RAIL OF RAILROAD TRACKS.
 DN1119'
 DN1119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAVON
 DN1119
 DN1119                          STATION RECOVERY (1994)
 DN1119
 DN1119'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0632 ***********************************************************************
 CT0632  DESIGNATION -  LAWN B 1
 CT0632  PID         -  CT0632
 CT0632  STATE/COUNTY-  TX/TAYLOR
 CT0632  USGS QUAD   -  LAWN (1967)
 CT0632
 CT0632                         *CURRENT SURVEY CONTROL
 CT0632  ___________________________________________________________________
 CT0632* NAD 83(1986)-  32 08 12.     (N)    099 42 12.     (W)     SCALED    
 CT0632* NAVD 88     -       589.477  (meters)    1933.98   (feet)  POSTED    
 CT0632  ___________________________________________________________________
 CT0632  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CT0632  DYNAMIC HT  -         588.700 (meters)    1931.43  (feet)  COMP
 CT0632  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 CT0632
 CT0632  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0632
 CT0632.The horizontal coordinates were scaled from a topographic map and have
 CT0632.an estimated accuracy of +/- 6 seconds.
 CT0632
 CT0632.The orthometric height was determined by differential leveling
 CT0632.and adjusted by the National Geodetic Survey in 1992..
 CT0632.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0632.rate of 1.1 thru 2.0 mm/km.
 CT0632
 CT0632.The geoid height was determined by GEOID03.
 CT0632
 CT0632.The dynamic height is computed by dividing the NAVD 88
 CT0632.geopotential number by the normal gravity value computed on the
 CT0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0632.degrees latitude (g = 980.6199 gals.).
 CT0632
 CT0632.The modeled gravity was interpolated from observed gravity values.
 CT0632
 CT0632;                    North         East    Units  Estimated Accuracy
 CT0632;SPC TXNC     - 2,052,770.      486,470.      MT  (+/- 180 meters Scaled)
 CT0632
 CT0632                          SUPERSEDED SURVEY CONTROL
 CT0632
 CT0632  NGVD 29 (??/??/92)  589.344  (m)         1933.54   (f) ADJ UNCH    1 2
 CT0632
 CT0632.Superseded values are not recommended for survey control.
 CT0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0632.See file dsdata.txt to determine how the superseded data were derived.
 CT0632
 CT0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA336558(NAD 83)
 CT0632_MARKER: DD = SURVEY DISK
 CT0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0632_STAMPING: LAWN B1
 CT0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0632+STABILITY: SURFACE MOTION
 CT0632
 CT0632  HISTORY     - Date     Condition        Report By
 CT0632  HISTORY     - UNK      MONUMENTED       DOD
 CT0632  HISTORY     - 1961     GOOD             NGS
 CT0632  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0632
 CT0632                          STATION DESCRIPTION
 CT0632
 CT0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0632'2.45 MI E FROM LAWN.
 CT0632'2.45 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0632'66 FEET SOUTHWEST OF A T-INTERSECTION, 38 FEET SOUTH OF CENTERLINE OF
 CT0632'THE HIGHWAY, IN A FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, SET IN TOP
 CT0632'OF A CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 CT0632
 CT0632                          STATION RECOVERY (1982)
 CT0632
 CT0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0633 ***********************************************************************
 CT0633  DESIGNATION -  LAWN B 2
 CT0633  PID         -  CT0633
 CT0633  STATE/COUNTY-  TX/TAYLOR
 CT0633  USGS QUAD   -  LAWN (1967)
 CT0633
 CT0633                         *CURRENT SURVEY CONTROL
 CT0633  ___________________________________________________________________
 CT0633* NAD 83(1986)-  32 08 13.     (N)    099 42 16.     (W)     SCALED    
 CT0633* NAVD 88     -       591.187  (meters)    1939.59   (feet)  POSTED    
 CT0633  ___________________________________________________________________
 CT0633  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CT0633  DYNAMIC HT  -         590.410 (meters)    1937.04  (feet)  COMP
 CT0633  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 CT0633
 CT0633  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0633
 CT0633.The horizontal coordinates were scaled from a topographic map and have
 CT0633.an estimated accuracy of +/- 6 seconds.
 CT0633
 CT0633.The orthometric height was determined by differential leveling
 CT0633.and adjusted by the National Geodetic Survey in 1992..
 CT0633.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0633.rate of 1.1 thru 2.0 mm/km.
 CT0633
 CT0633.The geoid height was determined by GEOID03.
 CT0633
 CT0633.The dynamic height is computed by dividing the NAVD 88
 CT0633.geopotential number by the normal gravity value computed on the
 CT0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0633.degrees latitude (g = 980.6199 gals.).
 CT0633
 CT0633.The modeled gravity was interpolated from observed gravity values.
 CT0633
 CT0633;                    North         East    Units  Estimated Accuracy
 CT0633;SPC TXNC     - 2,052,800.      486,360.      MT  (+/- 180 meters Scaled)
 CT0633
 CT0633                          SUPERSEDED SURVEY CONTROL
 CT0633
 CT0633  NGVD 29 (??/??/92)  591.054  (m)         1939.15   (f) ADJ UNCH    1 2
 CT0633
 CT0633.Superseded values are not recommended for survey control.
 CT0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0633.See file dsdata.txt to determine how the superseded data were derived.
 CT0633
 CT0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA335558(NAD 83)
 CT0633_MARKER: DD = SURVEY DISK
 CT0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0633_STAMPING: LAWN B2
 CT0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0633+STABILITY: SURFACE MOTION
 CT0633
 CT0633  HISTORY     - Date     Condition        Report By
 CT0633  HISTORY     - UNK      MONUMENTED       DOD
 CT0633  HISTORY     - 1961     GOOD             NGS
 CT0633  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0633
 CT0633                          STATION DESCRIPTION
 CT0633
 CT0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0633'2.4 MI E FROM LAWN.
 CT0633'2.4 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0633'38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT NORTH OF A
 CT0633'FENCE, 1.6 FEET EAST OF A WOODEN WITNESS POST, LEVEL WITH THE HIGHWAY,
 CT0633'SET IN TOP OF A CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 CT0633
 CT0633                          STATION RECOVERY (1982)
 CT0633
 CT0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1124 ***********************************************************************
 CT1124  DESIGNATION -  LAWN MUNICIPAL TANK
 CT1124  PID         -  CT1124
 CT1124  STATE/COUNTY-  TX/TAYLOR
 CT1124  USGS QUAD   -  LAWN (1967)
 CT1124
 CT1124                         *CURRENT SURVEY CONTROL
 CT1124  ___________________________________________________________________
 CT1124* NAD 83(1993)-  32 08 01.69258(N)    099 44 42.98098(W)     ADJUSTED  
 CT1124* NAVD 88     -                                                        
 CT1124  ___________________________________________________________________
 CT1124  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CT1124  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CT1124
 CT1124  HORZ ORDER  -  THIRD
 CT1124
 CT1124.The horizontal coordinates were established by classical geodetic methods
 CT1124.and adjusted by the National Geodetic Survey in February 1996..
 CT1124
 CT1124
 CT1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1124
 CT1124.The geoid height was determined by GEOID03.
 CT1124
 CT1124;                    North         East     Units Scale Factor Converg.
 CT1124;SPC TXNC     - 2,052,498.791   482,504.260   MT  0.99999987   -0 40 45.0
 CT1124;SPC TXNC     - 6,733,906.45  1,583,016.06   sFT  0.99999987   -0 40 45.0
 CT1124;SPC TX C     - 3,273,661.871   755,490.876   MT  1.00007690   +0 18 10.4
 CT1124;SPC TX C     -10,740,338.99  2,478,639.65   sFT  1.00007690   +0 18 10.4
 CT1124;UTM  14      - 3,555,510.134   429,706.584   MT  0.99966093   -0 23 47.1
 CT1124
 CT1124                          SUPERSEDED SURVEY CONTROL
 CT1124
 CT1124  NAD 83(1986)-  32 08 01.69996(N)    099 44 42.96733(W) AD(       ) 4
 CT1124  NAD 27      -  32 08 01.21100(N)    099 44 41.67700(W) AD(       ) 3
 CT1124
 CT1124.Superseded values are not recommended for survey control.
 CT1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1124.See file dsdata.txt to determine how the superseded data were derived.
 CT1124
 CT1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2970755510(NAD 83)
 CT1124_MARKER: 53 = ELEVATED TANK
 CT1124
 CT1124  HISTORY     - Date     Condition        Report By
 CT1124  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1124  HISTORY     - 19940618 GOOD             USPSQD
 CT1124
 CT1124                          STATION DESCRIPTION
 CT1124
 CT1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1124'THE STATION IS THE BALL ATOP THE TANK WHICH IS APPROXIMATELY
 CT1124'0.1 MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 84 AND FARM
 CT1124'ROAD 604 IN THE SOUTH EDGE OF LAWN.
 CT1124'
 CT1124'THE TANK IS A METAL STRUCTURE SUPPORTED BY 4 LEGS AND IS 140
 CT1124'FEET HIGH.  IT HAS THE LETTERS LAWN PAINTED IN BLACK ON THE EAST
 CT1124'SIDE OF THE TANK.
 CT1124
 CT1124                          STATION RECOVERY (1994)
 CT1124
 CT1124'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0196 ***********************************************************************
 CS0196  DESIGNATION -  LAWRENCE AZ MK
 CS0196  PID         -  CS0196
 CS0196  STATE/COUNTY-  TX/KAUFMAN
 CS0196  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0196
 CS0196                         *CURRENT SURVEY CONTROL
 CS0196  ___________________________________________________________________
 CS0196* NAD 83(1986)-  32 44 20.     (N)    096 22 05.     (W)     SCALED    
 CS0196* NAVD 88     -       142.885  (meters)     468.78   (feet)  ADJUSTED  
 CS0196  ___________________________________________________________________
 CS0196  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0196  DYNAMIC HT  -         142.727 (meters)     468.26  (feet)  COMP
 CS0196  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 CS0196
 CS0196  VERT ORDER  -  SECOND    CLASS 0
 CS0196
 CS0196.The horizontal coordinates were scaled from a topographic map and have
 CS0196.an estimated accuracy of +/- 6 seconds.
 CS0196
 CS0196.The orthometric height was determined by differential leveling
 CS0196.and adjusted by the National Geodetic Survey in June 1991..
 CS0196
 CS0196.The geoid height was determined by GEOID03.
 CS0196
 CS0196.The dynamic height is computed by dividing the NAVD 88
 CS0196.geopotential number by the normal gravity value computed on the
 CS0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0196.degrees latitude (g = 980.6199 gals.).
 CS0196
 CS0196.The modeled gravity was interpolated from observed gravity values.
 CS0196
 CS0196;                    North         East    Units  Estimated Accuracy
 CS0196;SPC TXNC     - 2,120,930.      799,790.      MT  (+/- 180 meters Scaled)
 CS0196
 CS0196                          SUPERSEDED SURVEY CONTROL
 CS0196
 CS0196  NGVD 29 (??/??/92)  142.899  (m)          468.83   (f) ADJ UNCH    2 0
 CS0196
 CS0196.Superseded values are not recommended for survey control.
 CS0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0196.See file dsdata.txt to determine how the superseded data were derived.
 CS0196
 CS0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB466254(NAD 83)
 CS0196_MARKER: DZ = AZIMUTH MARK DISK
 CS0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0196_SP_SET: CULVERT
 CS0196_STAMPING: LAWRENCE 1949
 CS0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0196
 CS0196  HISTORY     - Date     Condition        Report By
 CS0196  HISTORY     - 1949     MONUMENTED       CGS
 CS0196  HISTORY     - 1952     GOOD             NGS
 CS0196  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0196  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0196
 CS0196                          STATION DESCRIPTION
 CS0196
 CS0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0196'5.25 MI W FROM TERRELL.
 CS0196'1 BLOCK SOUTH ALONG NORTH CATHERINE STREET FROM THE POST OFFICE AT
 CS0196'TERRELL, THENCE 5.25 MILES WEST ALONG U.S. HIGHWAY 80, 0.4 MILE WEST
 CS0196'OF TRIANGULATION STATION LAWRENCE 1949, 78 FEET NORTH OF THE CENTER
 CS0196'LINE OF THE HIGHWAY, 44 FEET SOUTHWEST OF A POWER POLE, 17 FEET EAST
 CS0196'OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTHEAST, SET IN THE
 CS0196'TOP OF THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE
 CS0196'GRAVELED ROAD.
 CS0196
 CS0196                          STATION RECOVERY (1961)
 CS0196
 CS0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0196'MARK NOT FOUND.
 CS0196
 CS0196                          STATION RECOVERY (1991)
 CS0196
 CS0196'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6209 ***********************************************************************
 AW6209  DESIGNATION -  LAWRENCE COVE
 AW6209  PID         -  AW6209
 AW6209  STATE/COUNTY-  TX/CHAMBERS
 AW6209  USGS QUAD   -  COVE (1993)
 AW6209
 AW6209                         *CURRENT SURVEY CONTROL
 AW6209  ___________________________________________________________________
 AW6209* NAD 83(1993)-  29 46 19.37898(N)    094 46 57.16905(W)     ADJUSTED  
 AW6209* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6209  ___________________________________________________________________
 AW6209  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AW6209  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6209
 AW6209  HORZ ORDER  -  SECOND
 AW6209
 AW6209.The horizontal coordinates were established by classical geodetic methods
 AW6209.and adjusted by the National Geodetic Survey in February 1996..
 AW6209
 AW6209.The orthometric height was scaled from a topographic map.
 AW6209
 AW6209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6209
 AW6209.The geoid height was determined by GEOID03.
 AW6209
 AW6209;                    North         East     Units Scale Factor Converg.
 AW6209;SPC TXSC     - 4,222,215.240 1,007,720.804   MT  0.99989225   +2 03 58.3
 AW6209;SPC TXSC     -13,852,384.50  3,306,164.00   sFT  0.99989225   +2 03 58.3
 AW6209;UTM  15      - 3,294,858.416   327,671.721   MT  0.99996642   -0 53 07.2
 AW6209
 AW6209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6209!SPC TXSC     -   1.00000398  x   0.99989225  =   0.99989623
 AW6209!UTM  15      -   1.00000398  x   0.99996642  =   0.99997040
 AW6209
 AW6209|---------------------------------------------------------------------|
 AW6209| PID    Reference Object                     Distance      Geod. Az  |
 AW6209|                                                           dddmmss.s |
 AW6209| CV9981 LAWRENCE COVE RM 1                   30.845 METERS 09158     |
 AW6209| AW6208 MARSH 1933                          APPROX. 3.3 KM 2431537.6 |
 AW6209| CV9982 LAWRENCE COVE RM 2                   26.720 METERS 34436     |
 AW6209|---------------------------------------------------------------------|
 AW6209
 AW6209                          SUPERSEDED SURVEY CONTROL
 AW6209
 AW6209  NAD 83(1986)-  29 46 19.39598(N)    094 46 57.15058(W) AD(       ) 2
 AW6209  NAD 27      -  29 46 18.59689(N)    094 46 56.43467(W) AD(       ) 2
 AW6209
 AW6209.Superseded values are not recommended for survey control.
 AW6209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6209.See file dsdata.txt to determine how the superseded data were derived.
 AW6209
 AW6209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2767294858(NAD 83)
 AW6209_MARKER: Z = SEE DESCRIPTION
 AW6209_SETTING: 0 = UNSPECIFIED SETTING
 AW6209
 AW6209  HISTORY     - Date     Condition        Report By
 AW6209  HISTORY     - 1900     MONUMENTED       USE
 AW6209  HISTORY     - 1962     GOOD             CGS
 AW6209  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW6209  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW6209
 AW6209                          STATION DESCRIPTION
 AW6209
 AW6209'DESCRIBED BY US ENGINEERS 1900
 AW6209'ON THE W SHORE OF LAWRENCE COVE, 150 METERS W OF CROSS BAYOU,
 AW6209'ON A BRUSH-COVERED SHELL MOUND 30 METERS IN DIAMETER AND ABOUT 4
 AW6209'FEET ABOVE MEAN LOW WATER.
 AW6209'
 AW6209'STATION IS MARKED ACCORDINGLY (A BRASS PLUG,
 AW6209'3/8 INCH IN DIAMETER, WITH A 1/8-INCH HOLE IN THE CENTER OR
 AW6209'WITH CROSS LINES ON THE TOP.  THE PLUG IS EMBEDDED IN A SANDSTONE
 AW6209'BLOCK, USUALLY ABOUT 4 INCHES SQUARE BY 6 OR 8 INCHES LONG,
 AW6209'AND BURIED ABOUT 2 FEET BELOW THE SURFACE.  ABOVE THE PLUG IS
 AW6209'A U.S.E. STANDARD CAST-IRON STATION DISK PROJECTING ABOUT 3
 AW6209'INCHES ABOVE THE GROUND).
 AW6209'
 AW6209'THE REFERENCE MARKS ARE U.S.E. STANDARD CAST-IRON REFERENCE-MARK
 AW6209'DISKS PROJECTING ABOUT 3 INCHES ABOVE GROUND AND ARE 100 FEET
 AW6209'FROM THE STATION IN MAGNETIC BEARINGS S. 80 DEG 30 MIN W.
 AW6209'AND N. 46 DEG 05 MIN W., RESPECTIVELY.
 AW6209
 AW6209                          STATION RECOVERY (1962)
 AW6209
 AW6209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW6209'STATION RECOVERED IN GOOD CONDITION.  THE 1900 DESCRIPTION IS
 AW6209'ADEQUATE FOR RECOVERY.
 AW6209
 AW6209                          STATION RECOVERY (1997)
 AW6209
 AW6209'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6209'MARK NOT FOUND.
 AW6209
 AW6209                          STATION RECOVERY (2001)
 AW6209
 AW6209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6209'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0195 ***********************************************************************
 CS0195  DESIGNATION -  LAWRENCE RM 2
 CS0195  PID         -  CS0195
 CS0195  STATE/COUNTY-  TX/KAUFMAN
 CS0195  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0195
 CS0195                         *CURRENT SURVEY CONTROL
 CS0195  ___________________________________________________________________
 CS0195* NAD 83(1986)-  32 44 19.     (N)    096 21 40.     (W)     SCALED    
 CS0195* NAVD 88     -       148.907  (meters)     488.54   (feet)  ADJUSTED  
 CS0195  ___________________________________________________________________
 CS0195  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CS0195  DYNAMIC HT  -         148.743 (meters)     488.00  (feet)  COMP
 CS0195  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 CS0195
 CS0195  VERT ORDER  -  SECOND    CLASS 0
 CS0195
 CS0195.The horizontal coordinates were scaled from a topographic map and have
 CS0195.an estimated accuracy of +/- 6 seconds.
 CS0195
 CS0195.The orthometric height was determined by differential leveling
 CS0195.and adjusted by the National Geodetic Survey in June 1991..
 CS0195
 CS0195.The geoid height was determined by GEOID03.
 CS0195
 CS0195.The dynamic height is computed by dividing the NAVD 88
 CS0195.geopotential number by the normal gravity value computed on the
 CS0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0195.degrees latitude (g = 980.6199 gals.).
 CS0195
 CS0195.The modeled gravity was interpolated from observed gravity values.
 CS0195
 CS0195;                    North         East    Units  Estimated Accuracy
 CS0195;SPC TXNC     - 2,120,910.      800,440.      MT  (+/- 180 meters Scaled)
 CS0195
 CS0195                          SUPERSEDED SURVEY CONTROL
 CS0195
 CS0195  NGVD 29 (??/??/92)  148.921  (m)          488.58   (f) ADJ UNCH    2 0
 CS0195
 CS0195.Superseded values are not recommended for survey control.
 CS0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0195.See file dsdata.txt to determine how the superseded data were derived.
 CS0195
 CS0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB472253(NAD 83)
 CS0195_MARKER: DR = REFERENCE MARK DISK
 CS0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0195_STAMPING: LAWRENCE NO 2 1949
 CS0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0195+STABILITY: SURFACE MOTION
 CS0195
 CS0195  HISTORY     - Date     Condition        Report By
 CS0195  HISTORY     - 1949     MONUMENTED       CGS
 CS0195  HISTORY     - 1952     GOOD             NGS
 CS0195  HISTORY     - 1961     POOR             USGS
 CS0195  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0195
 CS0195                          STATION DESCRIPTION
 CS0195
 CS0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0195'4.85 MI W FROM TERRELL.
 CS0195'1 BLOCK SOUTH ALONG NORTH CATHERINE STREET FROM THE POST OFFICE AT
 CS0195'TERRELL, THENCE 4.85 MILES WEST ALONG U.S. HIGHWAY 80, 114 FEET NORTH
 CS0195'OF THE CENTER LINE OF THE HIGHWAY, 99.0 FEET NORTHWEST OF
 CS0195'TRIANGULATION STATION LAWRENCE 1949, 1 FOOT SOUTH OF A FENCE, SET IN
 CS0195'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CS0195
 CS0195                          STATION RECOVERY (1961)
 CS0195
 CS0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0195'MARK RECOVERED IN POOR CONDITION.
 CS0195
 CS0195                          STATION RECOVERY (1991)
 CS0195
 CS0195'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9958 ***********************************************************************
 AG9958  DESIGNATION -  LAWS
 AG9958  PID         -  AG9958
 AG9958  STATE/COUNTY-  TX/TRAVIS
 AG9958  USGS QUAD   -  CREEDMOOR (1994)
 AG9958
 AG9958                         *CURRENT SURVEY CONTROL
 AG9958  ___________________________________________________________________
 AG9958* NAD 83(1993)-  30 03 51.46002(N)    097 40 54.86545(W)     ADJUSTED  
 AG9958* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 AG9958  ___________________________________________________________________
 AG9958  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AG9958  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AG9958
 AG9958  HORZ ORDER  -  THIRD
 AG9958
 AG9958.The horizontal coordinates were established by classical geodetic methods
 AG9958.and adjusted by the National Geodetic Survey in July 1998..
 AG9958
 AG9958.The orthometric height was scaled from a topographic map.
 AG9958
 AG9958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9958
 AG9958.The geoid height was determined by GEOID03.
 AG9958
 AG9958;                    North         East     Units Scale Factor Converg.
 AG9958;SPC TX C     - 3,047,127.304   955,640.660   MT  1.00001439   +1 21 56.3
 AG9958;SPC TX C     - 9,997,116.83  3,135,297.73   sFT  1.00001439   +1 21 56.3
 AG9958;UTM  14      - 3,326,641.936   627,050.608   MT  0.99979915   +0 39 37.5
 AG9958
 AG9958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9958!SPC TX C     -   0.99997392  x   1.00001439  =   0.99998831
 AG9958!UTM  14      -   0.99997392  x   0.99979915  =   0.99977308
 AG9958
 AG9958                          SUPERSEDED SURVEY CONTROL
 AG9958
 AG9958.No superseded survey control is available for this station.
 AG9958
 AG9958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2705126642(NAD 83)
 AG9958_MARKER: DS = TRIANGULATION STATION DISK
 AG9958
 AG9958  HISTORY     - Date     Condition        Report By
 AG9958  HISTORY     - 1954     MONUMENTED       USGS
 AG9958
 AG9958                          STATION DESCRIPTION
 AG9958
 AG9958'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9958'STATION LOCATED 15 MI. S. OF AUSTIN, ON A DOMINENT MESQUITE COVERED
 AG9958'TOP, IN THE PRESTON LAWS FARM YARD.
 AG9958'TO REACH FROM THE MONTOPOLIS STEEL BRIDGE OVER THE COLORADO RIVER IN
 AG9958'THE SE. PART OF AUSTIN, GO S. ON U.S. HIGHWAY 183 1.7 MI. TO Y-RD.
 AG9958'JUNCTION WITH TEXAS HIGHWAY 71 AT THE NW. CORNER OF BERGSTROM AIR
 AG9958'BASE, CONTINUE S. ON U.S. HIGHWAY 183 10.7 MI. TO TURNOFF ON LEFT, GO
 AG9958'SE. ON GRAVEL RD. 1.1 MI. TO CROSSROADS, TURN RIGHT, GO SW. 0.1 MI. TO
 AG9958'PRESTON LAWS MAIL BOX, TURN RIGHT AND FOLLOW FARM LANE WESTERLY 0.2
 AG9958'MI. TO STATION 103 FT. S. OF LANE AND 285 FT. E. OF THE FARM HOUSE.
 AG9958'REPORTED BY USGS IN 1963 AS FOLLOWS
 AG9958'SEARCHED FOR AND NOT FOUND, AREA HAS BEEN CLEARED AND STATION PROBABLY
 AG9958'DESTROYED.
 AG9958'STATION MARK--STANDARD TABLET STAMPED---LAWS 1954---, SET IN CONCRETE
 AG9958'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2331 ***********************************************************************
 AH2331  DESIGNATION -  LAZBUDDIE ET
 AH2331  PID         -  AH2331
 AH2331  STATE/COUNTY-  TX/PARMER
 AH2331  USGS QUAD   -  LAZBUDDIE (1980)
 AH2331
 AH2331                         *CURRENT SURVEY CONTROL
 AH2331  ___________________________________________________________________
 AH2331* NAD 83(1993)-  34 23 07.57843(N)    102 37 04.50994(W)     ADJUSTED  
 AH2331* NAVD 88     -      1252.0    (meters)    4108.     (feet)  VERTCON   
 AH2331  ___________________________________________________________________
 AH2331  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AH2331  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AH2331
 AH2331  HORZ ORDER  -  THIRD
 AH2331
 AH2331.The horizontal coordinates were established by classical geodetic methods
 AH2331.and adjusted by the National Geodetic Survey in July 1998..
 AH2331
 AH2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2331
 AH2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2331
 AH2331.The geoid height was determined by GEOID03.
 AH2331
 AH2331;                    North         East     Units Scale Factor Converg.
 AH2331;SPC TX N     - 1,043,342.348    97,184.867   MT  1.00007182   -0 38 52.3
 AH2331;SPC TX N     - 3,423,032.35    318,847.35   sFT  1.00007182   -0 38 52.3
 AH2331;UTM  13      - 3,807,465.954   719,004.466   MT  1.00019124   +1 20 45.0
 AH2331
 AH2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2331!SPC TX N     -   0.99980737  x   1.00007182  =   0.99987918
 AH2331!UTM  13      -   0.99980737  x   1.00019124  =   0.99999858
 AH2331
 AH2331                          SUPERSEDED SURVEY CONTROL
 AH2331
 AH2331  NGVD 29 (07/28/98) 1251.5    (m)         4106.     (f) VERT ANG       
 AH2331
 AH2331.Superseded values are not recommended for survey control.
 AH2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2331.See file dsdata.txt to determine how the superseded data were derived.
 AH2331
 AH2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU1900407466(NAD 83)
 AH2331_MARKER: DS = TRIANGULATION STATION DISK
 AH2331
 AH2331  HISTORY     - Date     Condition        Report By
 AH2331  HISTORY     - 1962     MONUMENTED       USGS
 AH2331
 AH2331                          STATION DESCRIPTION
 AH2331
 AH2331'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2331'LOCATED 0.5 MI. (AIRLINE) SSW. OF LAZBUDDIE, TEXAS, ON N. END OF THE
 AH2331'E. STORAGE BIN OF THE ELEVATOR, 67 FT. E. AND 10 FT. N. OF THE NE.
 AH2331'CORNER OF THE HEADER HOUSE, 7 FT. W. AND 7 FT. S. OF CIRCULAR RIM OF
 AH2331'BIN.
 AH2331'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---LAZBUDDIE-ET 1962---,
 AH2331'CEMENTED IN A DRILL HOLE ON THE CONCRETE FLOOR.
 AH2331'AZIMUTH MARK NO. 1--CENTERLINE OF THE CHURCH STEEPLE IN LAZBUDDIE,
 AH2331'TEXAS, ABOUT 0.75 MI. IN TRUE DIRECTION 213 DEGREES 35 MINUTES 18
 AH2331'SECONDS.
 AH2331'AZIMUTH MARK NO. 2--CENTERLINE OF A WINDMILL, ABOUT 2 MI. ENE. IN TRUE
 AH2331'DIRECTION 242 DEGREES 11 MINUTES 31 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0774 ***********************************************************************
 CC0774  DESIGNATION -  LAZY
 CC0774  PID         -  CC0774
 CC0774  STATE/COUNTY-  TX/ECTOR
 CC0774  USGS QUAD   -  METZ (1981)
 CC0774
 CC0774                         *CURRENT SURVEY CONTROL
 CC0774  ___________________________________________________________________
 CC0774* NAD 83(1993)-  31 40 26.22831(N)    102 42 26.54038(W)     ADJUSTED  
 CC0774* NAVD 88     -       884.6    (meters)    2902.     (feet)  VERTCON   
 CC0774  ___________________________________________________________________
 CC0774  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CC0774  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CC0774
 CC0774  HORZ ORDER  -  SECOND
 CC0774
 CC0774.The horizontal coordinates were established by classical geodetic methods
 CC0774.and adjusted by the National Geodetic Survey in February 1996..
 CC0774
 CC0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0774
 CC0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0774
 CC0774.The geoid height was determined by GEOID03.
 CC0774
 CC0774;                    North         East     Units Scale Factor Converg.
 CC0774;SPC TX C     - 3,224,926.096   474,907.630   MT  0.99995046   -1 13 22.0
 CC0774;SPC TX C     -10,580,445.03  1,558,092.78   sFT  0.99995046   -1 13 22.0
 CC0774;UTM  13      - 3,506,580.680   717,339.953   MT  1.00018262   +1 12 15.5
 CC0774
 CC0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0774!SPC TX C     -   0.99986473  x   0.99995046  =   0.99981520
 CC0774!UTM  13      -   0.99986473  x   1.00018262  =   1.00004733
 CC0774
 CC0774|---------------------------------------------------------------------|
 CC0774| PID    Reference Object                     Distance      Geod. Az  |
 CC0774|                                                           dddmmss.s |
 CC0774| CH8853 LAZY RM 2                            32.038 METERS 05819     |
 CC0774| CC0773 CURTIS                              APPROX.10.6 KM 1324940.2 |
 CC0774| CH8852 LAZY AZ MK                                         2353738.4 |
 CC0774| CC0213 LAZY RM 1                            34.924 METERS 33859     |
 CC0774|---------------------------------------------------------------------|
 CC0774
 CC0774                          SUPERSEDED SURVEY CONTROL
 CC0774
 CC0774  NAD 83(1993)-  31 40 26.23328(N)    102 42 26.53637(W) AD(       ) 2
 CC0774  NAD 83(1986)-  31 40 26.23064(N)    102 42 26.53207(W) AD(       ) 2
 CC0774  NAD 27      -  31 40 25.76200(N)    102 42 25.00500(W) AD(       ) 2
 CC0774  NGVD 29 (07/19/86)  884.3    (m)         2901.     (f) VERT ANG       
 CC0774
 CC0774.Superseded values are not recommended for survey control.
 CC0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0774.See file dsdata.txt to determine how the superseded data were derived.
 CC0774
 CC0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR1734006581(NAD 83)
 CC0774_MARKER: DS = TRIANGULATION STATION DISK
 CC0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0774
 CC0774  HISTORY     - Date     Condition        Report By
 CC0774  HISTORY     - 1935     MONUMENTED       CGS
 CC0774  HISTORY     - 1937     GOOD             TXGS
 CC0774  HISTORY     - 1947     GOOD             PHILIP
 CC0774  HISTORY     - 1956     MARK NOT FOUND   CGS
 CC0774
 CC0774                          STATION DESCRIPTION
 CC0774
 CC0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0774'THIS STATION IS ABOUT 5-1/2 MILES W OF JUDKINS, TEXAS.  23.3
 CC0774'MILES WSW OF ODESSA, TEXAS, NEAR THE WESTERN END OF THE FIRST
 CC0774'ROCKY RAILROAD EXCAVATION E OF MONAHANS, TEXAS, 6 FEET NNW
 CC0774'OF S RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 80, AND STATE HIGHWAY 1,
 CC0774'AND 74.5 FEET SSE OF THE S EDGE OF U.S. HIGHWAY 80, AND STATE
 CC0774'HIGHWAY 1.  THE MARK PROJECTS 6 INCHES.
 CC0774'
 CC0774'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0774'BRONZE DISKS SET IN CONCRETE.
 CC0774'
 CC0774'REFERENCE MARK NO. 1 IS N OF THE STATION, 3 FEET SSE OF THE S
 CC0774'RAILROAD RIGHT-OF-WAY FENCE, 19.5 FEET NNW OF THE N EDGE OF U.S.
 CC0774'HIGHWAY 80 AND STATE HIGHWAY 1, 55.4 FEET W OF A KEEP TO RIGHT,
 CC0774'HIGHWAY SIGN, AND PROJECTS 6 INCHES.
 CC0774'
 CC0774'REFERENCE MARK NO. 2 IS ENE OF THE STATION, 1 FOOT NNW OF THE
 CC0774'S RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 80, AND STATE HIGHWAY 1,
 CC0774'76.2 FEET SSE OF THE S EDGE OF THE HIGHWAY, AND PROJECTS 10
 CC0774'INCHES.
 CC0774'
 CC0774'THE AZIMUTH MARK IS WSW OF THE STATION, 1-1/2 FEET NNW OF THE S
 CC0774'RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 80, AND STATE HIGHWAY 1,
 CC0774'90 FEET, S OF THE CENTER LINE OF THE HIGHWAY, AND PROJECTS 6
 CC0774'INCHES.
 CC0774'
 CC0774'THE STATION IS REACHED FROM THE RAILROAD CROSSING, E OF THE
 CC0774'DEPOT, IN ODESSA, BY GOING S ON U.S. HIGHWAY 80, AND STATE
 CC0774'HIGHWAY 1, FOR 1 BLOCK, THEN TURN RIGHT AND GO W AND WSW ON THE
 CC0774'PAVED HIGHWAY FOR 23.3 MILES TO A POINT NEAR THE W END OF A
 CC0774'SLIGHT GRADE.  THE STATION IS 74.5 FEET SSE OF THIS POINT.
 CC0774'
 CC0774'THE STATION CAN ALSO BE REACHED FROM THE MAIN CORNER, WHICH IS
 CC0774'ABOUT 100 YARDS SW OF THE DEPOT, IN MONAHANS, TEXAS, BY GOING
 CC0774'ENE ON U.S. HIGHWAY 80, AND STATE HIGHWAY 1, FOR 11.6 MILES,
 CC0774'PASS THE ENTRANCE TO THE LAZY R RANCH AND CONTINUE ON THE PAVED
 CC0774'HIGHWAY FOR 1.0 MILE TO THE TOP OF A SLIGHT GRADE AND THE
 CC0774'STATION.
 CC0774'
 CC0774'ALL LIGHTS COME INTO VIEW AT 10 FEET.
 CC0774'
 CC0774'HEIGHT OF LIGHT ABOVE STATION MARK - 4.58 METERS.
 CC0774
 CC0774                          STATION RECOVERY (1937)
 CC0774
 CC0774'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1937
 CC0774'SURFACE, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED.
 CC0774'(ADD TO DESCRIPTION OF AZIMUTH MARK, MARK IS ACROSS ROAD FROM,
 CC0774'AND 100 FEET W OF, ENTRANCE TO LAZY R RANCH).
 CC0774
 CC0774                          STATION RECOVERY (1947)
 CC0774
 CC0774'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0774'HIGHWAY RIGHT-OF-WAY HAS BEEN WIDENED AT THIS LOCATION REMOVING
 CC0774'THE STATION MARK.  THE TABLET FOR THE STATION IS WIRED TO A SMALL
 CC0774'BUSH AND IS STAMPED LAZY 1935.
 CC0774'
 CC0774'REFERENCE MARK 1 HAS BEEN REMOVED, BUT REFERENCE MARK 2 IS IN
 CC0774'PERFECT CONDITION ONLY 4 FEET S OF S BLUFF CUT ALONG U.S.
 CC0774'HIGHWAY 80.  AZIMUTH MARK NOT SEARCHED FOR.
 CC0774
 CC0774                          STATION RECOVERY (1956)
 CC0774
 CC0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CC0774'STATION WAS DESTROYED WHEN U.S. HIGHWAY 80 WAS MADE A FOUR LANE
 CC0774'HIGHWAY.
 CC0774'
 CC0774'R.M. 1 IS 12.4 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC
 CC0774'RAILROAD FROM THE STATION AT MONAHANS, 51.4 FEET SOUTHEAST OF
 CC0774'THE SOUTHEAST RAIL, 25 FEET NORTHEAST OF MILEPOST 597, 81 FEET
 CC0774'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST TRAFFIC LANE OF
 CC0774'U.S. HIGHWAY 80, 4.3 FEET SOUTHEAST OF A WITNESS POST, 14 FEET
 CC0774'ABOVE THE TOP OF THE RAILS, A REFERENCE MARK DISK SET IN THE
 CC0774'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CC0774'GROUND, STAMPED LAZY NO 1 1935.
 CC0774'
 CC0774'R.M. 2 WAS DESTROYED WHEN U.S. HIGHWAY 80 WAS MADE A FOUR LANE
 CC0774'HIGHWAY.  LAZY 1935 AZIMUTH WAS DESTROYED WHEN U.S. HIGHWAY 80
 CC0774'WAS MADE A FOUR LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1802 ***********************************************************************
 AY1802  DESIGNATION -  LAZY D RANCH WATER TANK
 AY1802  PID         -  AY1802
 AY1802  STATE/COUNTY-  TX/BEXAR
 AY1802  USGS QUAD   -  SCHERTZ (1992)
 AY1802
 AY1802                         *CURRENT SURVEY CONTROL
 AY1802  ___________________________________________________________________
 AY1802* NAD 83(1993)-  29 30 49.00803(N)    098 21 49.24904(W)     ADJUSTED  
 AY1802* NAVD 88     -                                                        
 AY1802  ___________________________________________________________________
 AY1802  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 AY1802  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY1802
 AY1802  HORZ ORDER  -  THIRD
 AY1802
 AY1802.The horizontal coordinates were established by classical geodetic methods
 AY1802.and adjusted by the National Geodetic Survey in February 1996..
 AY1802
 AY1802
 AY1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1802
 AY1802.The geoid height was determined by GEOID03.
 AY1802
 AY1802;                    North         East     Units Scale Factor Converg.
 AY1802;SPC TXSC     - 4,186,387.428   661,684.863   MT  0.99986809   +0 18 42.3
 AY1802;SPC TXSC     -13,734,839.42  2,170,877.75   sFT  0.99986809   +0 18 42.3
 AY1802;UTM  14      - 3,265,060.460   561,669.285   MT  0.99964692   +0 18 48.5
 AY1802
 AY1802                          SUPERSEDED SURVEY CONTROL
 AY1802
 AY1802  NAD 83(1986)-  29 30 49.01322(N)    098 21 49.23124(W) AD(       ) 4
 AY1802  NAD 27      -  29 30 48.18300(N)    098 21 48.18100(W) AD(       ) 3
 AY1802
 AY1802.Superseded values are not recommended for survey control.
 AY1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1802.See file dsdata.txt to determine how the superseded data were derived.
 AY1802
 AY1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6166965060(NAD 83)
 AY1802_MARKER: 53 = ELEVATED TANK
 AY1802
 AY1802  HISTORY     - Date     Condition        Report By
 AY1802  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1802  HISTORY     - 1956     GOOD             CGS
 AY1802  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY1802
 AY1802                          STATION DESCRIPTION
 AY1802
 AY1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1802'THE APEX OF THE WATER TANK, LOCATED ABOUT 9 MILES NORTHEAST
 AY1802'OF THE CENTER OF SAN ANTONIO AND 1 MILE WEST OF GIBB SPRAWL
 AY1802'ROAD.  THE TANK IS 50 FEET HIGH, PAINTED SILVER AND IS OWNED
 AY1802'BY J.E. HILL.
 AY1802
 AY1802                          STATION RECOVERY (1956)
 AY1802
 AY1802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (BC)
 AY1802'PRESENT DESCRIPTION IS GOOD.  WATER TANK IS STILL STANDING.
 AY1802
 AY1802                          STATION RECOVERY (1999)
 AY1802
 AY1802'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0213 ***********************************************************************
 CC0213  DESIGNATION -  LAZY RM 1
 CC0213  PID         -  CC0213
 CC0213  STATE/COUNTY-  TX/ECTOR
 CC0213  USGS QUAD   -  METZ (1981)
 CC0213
 CC0213                         *CURRENT SURVEY CONTROL
 CC0213  ___________________________________________________________________
 CC0213* NAD 83(1986)-  31 40 25.     (N)    102 42 27.     (W)     SCALED    
 CC0213* NAVD 88     -       886.484  (meters)    2908.41   (feet)  ADJUSTED  
 CC0213  ___________________________________________________________________
 CC0213  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CC0213  DYNAMIC HT  -         885.250 (meters)    2904.36  (feet)  COMP
 CC0213  MODELED GRAV-     979,217.5   (mgal)                       NAVD 88
 CC0213
 CC0213  VERT ORDER  -  FIRST     CLASS II
 CC0213
 CC0213.The horizontal coordinates were scaled from a topographic map and have
 CC0213.an estimated accuracy of +/- 6 seconds.
 CC0213
 CC0213.The orthometric height was determined by differential leveling
 CC0213.and adjusted by the National Geodetic Survey in June 1991..
 CC0213
 CC0213.The geoid height was determined by GEOID03.
 CC0213
 CC0213.The dynamic height is computed by dividing the NAVD 88
 CC0213.geopotential number by the normal gravity value computed on the
 CC0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0213.degrees latitude (g = 980.6199 gals.).
 CC0213
 CC0213.The modeled gravity was interpolated from observed gravity values.
 CC0213
 CC0213;                    North         East    Units  Estimated Accuracy
 CC0213;SPC TX C     - 3,224,890.      474,900.      MT  (+/- 180 meters Scaled)
 CC0213
 CC0213                          SUPERSEDED SURVEY CONTROL
 CC0213
 CC0213  NGVD 29 (??/??/92)  886.134  (m)         2907.26   (f) ADJ UNCH    1 2
 CC0213
 CC0213.Superseded values are not recommended for survey control.
 CC0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0213.See file dsdata.txt to determine how the superseded data were derived.
 CC0213
 CC0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR173065(NAD 83)
 CC0213_MARKER: DR = REFERENCE MARK DISK
 CC0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0213_STAMPING: LAZY NO 1 1935
 CC0213_MARK LOGO: CGS   
 CC0213_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0213+STABILITY: SURFACE MOTION
 CC0213
 CC0213  HISTORY     - Date     Condition        Report By
 CC0213  HISTORY     - 1935     MONUMENTED       CGS
 CC0213  HISTORY     - 1956     GOOD             NGS
 CC0213  HISTORY     - 1982     POOR             NGS
 CC0213
 CC0213                          STATION DESCRIPTION
 CC0213
 CC0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0213'12.4 MI NE FROM MONAHANS.
 CC0213'12.4 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0213'STATION AT MONAHANS, 51.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 25
 CC0213'FEET NORTHEAST OF MILEPOST 597, 81 FEET NORTHWEST OF THE CENTER LINE
 CC0213'OF THE NORTHWEST TRAFFIC LANE OF U.S. HIGHWAY 80, 4.3 FEET SOUTHEAST
 CC0213'OF A WITNESS POST, 14 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP
 CC0213'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0213
 CC0213                          STATION RECOVERY (1982)
 CC0213
 CC0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0213'19.9 KM (12.35 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0213'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 24.4 METERS (80.1
 CC0213'FT) EAST OF MILEPOST 597, 24.4 METERS (80.1 FT) NORTHWEST OF THE
 CC0213'CENTER OF A PAVED ROAD AND 15.7 METERS (51.5 FT) SOUTHEAST OF THE NEAR
 CC0213'RAIL.
 CC0213'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CC0213'THE MARK IS 3.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6602 ***********************************************************************
 AB6602  PACS        -  This is a Primary Airport Control Station.
 AB6602  DESIGNATION -  LBB B3
 AB6602  PID         -  AB6602
 AB6602  STATE/COUNTY-  TX/LUBBOCK
 AB6602  USGS QUAD   -  NEW DEAL (1975)
 AB6602
 AB6602                         *CURRENT SURVEY CONTROL
 AB6602  ___________________________________________________________________
 AB6602* NAD 83(1993)-  33 39 19.08305(N)    101 49 27.87310(W)     ADJUSTED  
 AB6602* NAVD 88     -       991.75   (meters)    3253.8    (feet)  LEVELING  
 AB6602  ___________________________________________________________________
 AB6602  X           -  -1,089,184.090 (meters)                     COMP
 AB6602  Y           -  -5,202,556.862 (meters)                     COMP
 AB6602  Z           -   3,515,220.937 (meters)                     COMP
 AB6602  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AB6602  ELLIP HEIGHT-         966.69  (meters)          (10/23/00) GPS OBS
 AB6602  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AB6602
 AB6602  HORZ ORDER  -  B
 AB6602  VERT ORDER  -  THIRD ?
 AB6602  ELLP ORDER  -  FOURTH    CLASS II
 AB6602
 AB6602.This mark is at Lubbock Intl (LBB) Airport (LBB)
 AB6602
 AB6602.The horizontal coordinates were established by GPS observations
 AB6602.and adjusted by the National Geodetic Survey in August 1996..
 AB6602
 AB6602.The orthometric height was determined by differential leveling.
 AB6602.The vertical network tie was performed by a horz. field party for horz.
 AB6602.obs reductions. Reset procedures were used to establish the elevation.
 AB6602
 AB6602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6602
 AB6602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6602
 AB6602.The ellipsoidal height was determined by GPS observations
 AB6602.and is referenced to NAD 83.
 AB6602
 AB6602.The geoid height was determined by GEOID03.
 AB6602
 AB6602;                    North         East     Units Scale Factor Converg.
 AB6602;SPC TXNC     - 2,225,402.731   291,713.859   MT  0.99992799   -1 48 47.2
 AB6602;SPC TXNC     - 7,301,175.46    957,064.55   sFT  0.99992799   -1 48 47.2
 AB6602;UTM  14      - 3,727,516.931   238,081.888   MT  1.00044582   -1 33 58.2
 AB6602
 AB6602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6602!SPC TXNC     -   0.99984826  x   0.99992799  =   0.99977626
 AB6602!UTM  14      -   0.99984826  x   1.00044582  =   1.00029401
 AB6602
 AB6602                          SUPERSEDED SURVEY CONTROL
 AB6602
 AB6602  ELLIP H (08/30/96)  966.71   (m)                       GP(       ) 1 2
 AB6602  NAVD 88 (08/30/96)  991.75   (m)         3253.8    (f) LEVELING    3  
 AB6602
 AB6602.Superseded values are not recommended for survey control.
 AB6602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6602.See file dsdata.txt to determine how the superseded data were derived.
 AB6602
 AB6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3808227517(NAD 83)
 AB6602_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6602_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6602_SP_SET: OLD CONCRETE APRON
 AB6602_STAMPING: LBB B3 1975
 AB6602_MARK LOGO: CGS   
 AB6602_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6602+STABILITY: SURFACE MOTION
 AB6602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6602+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1995
 AB6602
 AB6602  HISTORY     - Date     Condition        Report By
 AB6602  HISTORY     - 1975     MONUMENTED       CGS
 AB6602  HISTORY     - 19930615 GOOD             NGS
 AB6602  HISTORY     - 19950523 GOOD             NGS
 AB6602  HISTORY     - 19970225 GOOD             NGS
 AB6602
 AB6602                          STATION DESCRIPTION
 AB6602
 AB6602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (DRM)
 AB6602'THE STATION IS LOCATED AT THE LUBBOCK REGIONAL AIRPORT.  IT IS A
 AB6602'STANDARD TOPOGRAPHIC DISK SET IN A DRILL HOLE 0.7 FT (21.3 CM)
 AB6602'NORTHEAST OF THE SOUTHWEST CORNER OF THE NEW CONCRETE TERMINAL RAMP
 AB6602'AND STAMPED LBB B3 1975.  NOTE, THE RAMP HAS BEEN EXTENDED ABOUT 250
 AB6602'FT (76.2 M) STATION IS NOW AT CORNER OF OLD RAMP NEAR NORTH EDGE OF
 AB6602'NEW PAVING.
 AB6602
 AB6602                          STATION RECOVERY (1995)
 AB6602
 AB6602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6602'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF LUBBOCK, AT THE
 AB6602'LUBBOCK INTERNATIONAL AIRPORT.  NEAR THE WEST EDGE OF A CONCRETE
 AB6602'APRON, SOUTHWEST OF THE TERMINAL, ABOUT 76.6 M (251.3 FT) NORTH OF THE
 AB6602'SOUTHWEST CORNER OF THE APRON, IN THE WEST 1 OF 2 YELLOW LINES.
 AB6602'OWNERSHIP--CITY OF LUBBOCK P.O.  BOX 2000 LUBBOCK, TX.  79457. AIRPORT
 AB6602'MANAGER MARK EARLE, PHONE 806-767-3126.  NOTE--CONTACT 24 HOURS IN
 AB6602'ADVANCE, ESCORT REQUIRED.  TO REACH THE STATION FROM THE JUNCTION OF
 AB6602'INTERSTATE 27 AND FARM ROAD 2641 (EXIT 8 REGIS STREET) , NORTH OF
 AB6602'LUBBOCK, GO EAST 1.56 KM (0.95 MI) ON 2641 TO NORTH M.L.K. JR.
 AB6602'BOULEVARD.  TURN LEFT, NORTH, 1.76 KM (1.10 MI) TO THE TERMINAL.
 AB6602'STATION IS 76.6 M (251.3 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 AB6602'APRON, 16.3 M (53.5 FT) SOUTH OF THE 5TH.  TAXI LIGHT NORTH OF THE
 AB6602'SOUTHWEST APRON CORNER, 13.6 M (44.6 FT) NORTH OF THE 4TH.  TAXI
 AB6602'LIGHT, 0.4 M (1.3 FT) NORTH OF THE SOUTH END OF THE OLD CONCRETE
 AB6602'APRON, AND 0.3 M (1.0 FT) EAST OF THE WEST EDGE OF THE APRON.  BY R.G.
 AB6602'HAYES
 AB6602
 AB6602                          STATION RECOVERY (1997)
 AB6602
 AB6602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AB6602'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6514 ***********************************************************************
 AC6514  SACS        -  This is a Secondary Airport Control Station.
 AC6514  DESIGNATION -  LBB C
 AC6514  PID         -  AC6514
 AC6514  STATE/COUNTY-  TX/LUBBOCK
 AC6514  USGS QUAD   -  NEW DEAL (1975)
 AC6514
 AC6514                         *CURRENT SURVEY CONTROL
 AC6514  ___________________________________________________________________
 AC6514* NAD 83(1986)-  33 40 56.53739(N)    101 49 35.24652(W)     ADJUSTED  
 AC6514* NAVD 88     -       999.46   (meters)    3279.1    (feet)  GPS OBS   
 AC6514  ___________________________________________________________________
 AC6514  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AC6514  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AC6514
 AC6514  HORZ ORDER  -  FIRST
 AC6514
 AC6514.This mark is at Lubbock Intl (LBB) Airport (LBB)
 AC6514
 AC6514.The horizontal coordinates were established by GPS observations
 AC6514.and adjusted by the National Geodetic Survey in June 1997..
 AC6514
 AC6514.The orthometric height was determined by GPS observations and a
 AC6514.high-resolution geoid model.
 AC6514
 AC6514.GPS derived orthometric heights for airport stations designated as
 AC6514.PACS or SACS are published to 2 decimal places.  This maintains
 AC6514.centimeter relative accuracy between the PACS and SACS.  It does
 AC6514.not indicate centimeter accuracy relative to other marks which are
 AC6514.part of the NAVD 88 network.
 AC6514
 AC6514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6514
 AC6514.The geoid height was determined by GEOID03.
 AC6514
 AC6514;                    North         East     Units Scale Factor Converg.
 AC6514;SPC TXNC     - 2,228,409.610   291,619.039   MT  0.99993308   -1 48 51.2
 AC6514;SPC TXNC     - 7,311,040.53    956,753.46   sFT  0.99993308   -1 48 51.2
 AC6514;UTM  14      - 3,730,524.924   237,974.083   MT  1.00044651   -1 34 06.3
 AC6514
 AC6514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6514!SPC TXNC     -   0.99984707  x   0.99993308  =   0.99978016
 AC6514!UTM  14      -   0.99984707  x   1.00044651  =   1.00029351
 AC6514
 AC6514                          SUPERSEDED SURVEY CONTROL
 AC6514
 AC6514.No superseded survey control is available for this station.
 AC6514
 AC6514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3797430525(NAD 83)
 AC6514_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6514_STAMPING: LBB C 1978
 AC6514_MARK LOGO: NOS   
 AC6514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6514+STABILITY: SURFACE MOTION
 AC6514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6514+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1995
 AC6514
 AC6514  HISTORY     - Date     Condition        Report By
 AC6514  HISTORY     - 1978     MONUMENTED       NOS
 AC6514  HISTORY     - 19930615 GOOD             NGS
 AC6514  HISTORY     - 19950523 GOOD             NGS
 AC6514
 AC6514                          STATION DESCRIPTION
 AC6514
 AC6514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC6514'THIS STATION IS LCOATED AT THE NORTH END OF THE AIRPORT.  IT IS ON
 AC6514'LINE WITH CL END RWY 17R AND A FENCE POST WHICH IS PAINTED ORANGE. IT
 AC6514'IS EAST OF THE RUNWAY END AND 16.6 FT (5.1 M) W OF THE FENCE POST.
 AC6514'THE STATION IS ON RANGE WITH THE CL OF A N-S PORTION OF A DIRT
 AC6514'PERIMETER ROAD.  IT IS 334.8 FT (102.0 M) E OF THE LAST TAXIWAY LIGHT
 AC6514'ON THE E-W LINE BEFORE POINT OF CURVE TO THE SE AND 232.1 FT (70.7 M)
 AC6514'NE OF THE LAST TAXIWAY LIGHT ON THE N-S LINE BEFORE POINT CURVE TO THE
 AC6514'NW.  THE STATION IS A STANDARD NOS DISK STAMPED LBB C 1978.  THE DISK
 AC6514'IS IN A CONCRETE POST WHICH IS ONE-HALF FOOT BELOW THE GROUND. NOTE,
 AC6514'SEVERAL PIECES OF BROKEN BRICK WERE PLACED IN THE HOLE AND COVERED BY
 AC6514'A PIECE OF 12 INCH ROUND CONCRETE CAP STONE.
 AC6514
 AC6514                          STATION RECOVERY (1995)
 AC6514
 AC6514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6514'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF LUBBOCK, AT THE
 AC6514'LUBBOCK INTERNATIONAL AIRPORT.  IN THE GRASS NEAR THE NORTH END OF AND
 AC6514'IN LINE WITH RUNWAY END 17, EAST OF THE TAXI, BETWEEN THE PERIMETER
 AC6514'ROAD AND FENCE, WHERE THE ROAD CURVES TO THE NORTHWEST.
 AC6514'OWNERSHIP--CITY OF LUBBOCK P.O.  BOX 2000 LUBBOCK, TX.  79457. AIRPORT
 AC6514'MANAGER MARK EARLE, PHONE 806-767-3126.  NOTE--CONTACT 24 HOURS IN
 AC6514'ADVANCE, ESCORT REQUIRED.  TO REACH THE STATION FROM THE JUNCTION OF
 AC6514'INTERSTATE 27 AND FARM ROAD 2641 (EXIT 8 REGIS STREET) , NORTH OF
 AC6514'LUBBOCK, GO EAST 1.56 KM (0.95 MI) ON 2641 TO NORTH M.L.K. JR.
 AC6514'BOULEVARD.  TURN LEFT, NORTH, 1.76 KM (1.10 MI) TO THE TERMINAL.
 AC6514'STATION IS 14.1 M (46.3 FT) NORTHEAST OF A PERIMETER ROAD CENTER, 5.0
 AC6514'M (16.4 FT) WEST OF THE PERIMETER FENCE AND WITNESS POST, AND THE
 AC6514'MONUMENT IS 0.2 M (0.7 FT) BELOW THE GROUND SURFACE. NOTE--WE DUG OUT
 AC6514'THE STATION AND POURED IN PLACE A 5-INCH PVC PIPE AND LOGO CAP
 AC6514'(STAMPED SAME AS DISK) , FOR EASY ACCESS TO AND RECOVERY OF THE
 AC6514'STATION.  THIS STATION IS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0817 ***********************************************************************
 BN0817  DESIGNATION -  LBJ
 BN0817  PID         -  BN0817
 BN0817  STATE/COUNTY-  TX/GILLESPIE
 BN0817  USGS QUAD   -  HYE (1961)
 BN0817
 BN0817                         *CURRENT SURVEY CONTROL
 BN0817  ___________________________________________________________________
 BN0817* NAD 83(1993)-  30 14 35.25349(N)    098 37 17.04922(W)     ADJUSTED  
 BN0817* NAVD 88     -       436.3    (meters)    1431.     (feet)  VERTCON   
 BN0817  ___________________________________________________________________
 BN0817  X           -    -826,737.552 (meters)                     COMP
 BN0817  Y           -  -5,452,770.407 (meters)                     COMP
 BN0817  Z           -   3,193,894.017 (meters)                     COMP
 BN0817  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 BN0817  ELLIP HEIGHT-         413.30  (meters)          (02/16/96) GPS OBS
 BN0817  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BN0817
 BN0817  HORZ ORDER  -  THIRD
 BN0817  ELLP ORDER  -  FIFTH     CLASS I
 BN0817
 BN0817.This mark is at Johnson City Airport (JCY)
 BN0817
 BN0817.The horizontal coordinates were established by GPS observations
 BN0817.and adjusted by the National Geodetic Survey in February 1996..
 BN0817
 BN0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0817
 BN0817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0817
 BN0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0817
 BN0817.The ellipsoidal height was determined by GPS observations
 BN0817.and is referenced to NAD 83.
 BN0817
 BN0817.The geoid height was determined by GEOID03.
 BN0817
 BN0817;                    North         East     Units Scale Factor Converg.
 BN0817;SPC TX C     - 3,065,172.578   864,762.043   MT  0.99996865   +0 52 54.3
 BN0817;SPC TX C     -10,056,320.37  2,837,140.14   sFT  0.99996865   +0 52 54.3
 BN0817;UTM  14      - 3,345,786.794   536,425.642   MT  0.99961637   +0 11 26.5
 BN0817
 BN0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0817!SPC TX C     -   0.99993510  x   0.99996865  =   0.99990375
 BN0817!UTM  14      -   0.99993510  x   0.99961637  =   0.99955149
 BN0817
 BN0817:                Primary Azimuth Mark                     Grid Az
 BN0817:SPC TX C     -  LBJ AZ MK                                253 09 01.1
 BN0817:UTM  14      -  LBJ AZ MK                                253 50 28.9
 BN0817
 BN0817|---------------------------------------------------------------------|
 BN0817| PID    Reference Object                     Distance      Geod. Az  |
 BN0817|                                                           dddmmss.s |
 BN0817| BN0818 LBJ AZ MK                           418.044 METERS 2540155.4 |
 BN0817|---------------------------------------------------------------------|
 BN0817
 BN0817                          SUPERSEDED SURVEY CONTROL
 BN0817
 BN0817  NAD 83(1986)-  30 14 35.26352(N)    098 37 17.04077(W) AD(       ) 3
 BN0817  NGVD 29 (10/23/89)  436.3    (m)         1431.     (f) GPS OBS        
 BN0817
 BN0817.Superseded values are not recommended for survey control.
 BN0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0817.See file dsdata.txt to determine how the superseded data were derived.
 BN0817
 BN0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3642645787(NAD 83)
 BN0817_MARKER: I = METAL ROD
 BN0817_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0817_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0817_STAMPING: LBJ 1989
 BN0817_MARK LOGO: NGS   
 BN0817_PROJECTION: FLUSH
 BN0817_MAGNETIC: I = MARKER IS A STEEL ROD
 BN0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0817+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 BN0817_ROD/PIPE-DEPTH: 3.2  meters
 BN0817_SLEEVE-DEPTH  : 0.76 meters
 BN0817
 BN0817  HISTORY     - Date     Condition        Report By
 BN0817  HISTORY     - 1988     MONUMENTED       NGS
 BN0817  HISTORY     - 19890117 GOOD
 BN0817  HISTORY     - 19930728 GOOD             USPSQD
 BN0817
 BN0817                          STATION DESCRIPTION
 BN0817
 BN0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BN0817'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) WEST OF JOHNSON CITY,
 BN0817'4.5 KM (2.80 MI) EAST-NORTHEAST OF STONEWALL, AT THE LYNDON BAINES
 BN0817'JOHNSON RANCH AIRSTRIP (PRIVATE), AT THE SOUTH END OF THE RUNWAY.
 BN0817'OWNERSHIP--TEXAS BROADCASTING CORPORATION, POST OFFICE BOX 1209,
 BN0817'AUSTIN, TEXAS 78767.  AIRPORT MANAGER IS JOHN M. BARR, TELEPHONE
 BN0817'NUMBER IN AUSTIN IS 512-644-2221.  NOTE=AREA IS CONTROLLED BY THE
 BN0817'NATIONAL PARK SERVICE AND THE SECRET SERVICE.  CALL RAY KUNKEL, NPS AT
 BN0817'512-644-2228, JOHNSON CITY, TEXAS 78636.  THE NPS SHOULD BE CONTACTED
 BN0817'IN ADVANCE BECAUSE OF A CONTROL GATE THAT MUST BE PASSED THROUGH.  HIS
 BN0817'OFFICE IS AT THE AIRSTRIP.
 BN0817'TO REACH THE STATION FROM THE FIRE DEPARTMENT ON THE NORTH SIDE OF
 BN0817'U.S. HIGHWAY 290 IN STONEWALL, GO EAST ON U.S. HIGHWAY 290 FOR 2.97 KM
 BN0817'(1.85 MI) TO THE ENTRANCE TO THE LBJ STATE PARK ON THE LEFT.  CONTINUE
 BN0817'AHEAD FOR 2.05 KM (1.25 MI) TO A CROSSROAD JUNCTION JUST PASSED A
 BN0817'ROADSIDE PARK.  TURN LEFT, NORTHWEST, ON A PAVED ROAD FOR 0.25 KM
 BN0817'(0.15 MI) TO A T-ROAD.  TURN RIGHT, EAST, ON STATE HIGHWAY 1 FOR 0.61
 BN0817'KM (0.40 MI) TO PARK ROAD 49 ON THE LEFT.  TURN LEFT, NORTHWEST,
 BN0817'CROSSING A BRIDGE FOR 0.18 KM (0.10 MI) TO A PAVED ROAD LEFT.  TURN
 BN0817'LEFT, WEST, FOR 0.58 KM (0.35 MI) TO THE LBJ GRAVESITE ON THE LEFT.
 BN0817'CONTINUE AHEAD FOR 1.14 KM (0.70 MI) TO THE CONTROL GATE,  (GIVE NAME
 BN0817'AND PURPOSE).  PASS THROUGH AND CONTINUE AHEAD 0.41 KM (0.25 MI) TO
 BN0817'THE PARKING AREA AT THE ROAD END AT THE RANCH HOUSE.  TURN RIGHT,
 BN0817'NORTH, PASSING THROUGH A GATE, THEN LEFT, BETWEEN THE GARAGES, THEN
 BN0817'RIGHT, ON APRON TO THE RAMP ON THE RIGHT AND THE AZIMUTH  MARK ON THE
 BN0817'LEFT.  BEAR RIGHT, NORTHEAST, ON THE RAMP FOR 0.41 KM (0.25 MI)
 BN0817'CROSSING THE RUNWAY TO THE STATION, NEAR THE FENCE.
 BN0817'THE STATION IS 24.0 M (78.7 FT) NORTH OF A GATE IN THE EAST CORNER OF
 BN0817'AN EAST-WEST FENCE, 21.8 M (71.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 BN0817'OF THE RUNWAY, 4.0 M (13.1 FT) EAST OF THE NORTHEAST CORNER OF THE
 BN0817'REIL, AND 1.7 M (5.6 FT) WEST OF A WITNESS POST AND A NORTH-SOUTH
 BN0817'FENCE.
 BN0817'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0817'DESCRIBED BY R.D.B.
 BN0817
 BN0817                          STATION RECOVERY (1989)
 BN0817
 BN0817'RECOVERED 1989
 BN0817'RECOVERED IN GOOD CONDITION.
 BN0817
 BN0817                          STATION RECOVERY (1993)
 BN0817
 BN0817'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0818 ***********************************************************************
 BN0818  DESIGNATION -  LBJ AZ MK
 BN0818  PID         -  BN0818
 BN0818  STATE/COUNTY-  TX/GILLESPIE
 BN0818  USGS QUAD   -  STONEWALL (1961)
 BN0818
 BN0818                         *CURRENT SURVEY CONTROL
 BN0818  ___________________________________________________________________
 BN0818* NAD 83(1993)-  30 14 31.51857(N)    098 37 32.08167(W)     ADJUSTED  
 BN0818* NAVD 88     -       434.7    (meters)    1426.     (feet)  VERTCON   
 BN0818  ___________________________________________________________________
 BN0818  X           -    -827,143.423 (meters)                     COMP
 BN0818  Y           -  -5,452,766.032 (meters)                     COMP
 BN0818  Z           -   3,193,793.836 (meters)                     COMP
 BN0818  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 BN0818  ELLIP HEIGHT-         411.68  (meters)          (02/16/96) GPS OBS
 BN0818  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 BN0818
 BN0818  HORZ ORDER  -  THIRD
 BN0818  ELLP ORDER  -  FIFTH     CLASS I
 BN0818
 BN0818.This mark is at Johnson City Airport (JCY)
 BN0818
 BN0818.The horizontal coordinates were established by GPS observations
 BN0818.and adjusted by the National Geodetic Survey in February 1996..
 BN0818
 BN0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0818
 BN0818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0818
 BN0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0818
 BN0818.The ellipsoidal height was determined by GPS observations
 BN0818.and is referenced to NAD 83.
 BN0818
 BN0818.The geoid height was determined by GEOID03.
 BN0818
 BN0818;                    North         East     Units Scale Factor Converg.
 BN0818;SPC TX C     - 3,065,051.407   864,361.958   MT  0.99996888   +0 52 46.5
 BN0818;SPC TX C     -10,055,922.82  2,835,827.52   sFT  0.99996888   +0 52 46.5
 BN0818;UTM  14      - 3,345,670.498   536,024.267   MT  0.99961601   +0 11 18.9
 BN0818
 BN0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0818!SPC TX C     -   0.99993535  x   0.99996888  =   0.99990423
 BN0818!UTM  14      -   0.99993535  x   0.99961601  =   0.99955139
 BN0818
 BN0818:                Primary Azimuth Mark                     Grid Az
 BN0818:SPC TX C     -  LBJ                                      073 09 01.3
 BN0818:UTM  14      -  LBJ                                      073 50 28.9
 BN0818
 BN0818|---------------------------------------------------------------------|
 BN0818| PID    Reference Object                     Distance      Geod. Az  |
 BN0818|                                                           dddmmss.s |
 BN0818| BN0817 LBJ                                 418.044 METERS 0740147.8 |
 BN0818|---------------------------------------------------------------------|
 BN0818
 BN0818                          SUPERSEDED SURVEY CONTROL
 BN0818
 BN0818  NAD 83(1986)-  30 14 31.52860(N)    098 37 32.07322(W) AD(       ) 3
 BN0818  NGVD 29 (10/23/89)  434.6    (m)         1426.     (f) GPS OBS        
 BN0818
 BN0818.Superseded values are not recommended for survey control.
 BN0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0818.See file dsdata.txt to determine how the superseded data were derived.
 BN0818
 BN0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3602445670(NAD 83)
 BN0818_MARKER: I = METAL ROD
 BN0818_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0818_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0818_STAMPING: LBJ AZ MK 1989
 BN0818_MARK LOGO: NGS   
 BN0818_PROJECTION: FLUSH
 BN0818_MAGNETIC: I = MARKER IS A STEEL ROD
 BN0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0818+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 BN0818_ROD/PIPE-DEPTH: 2.89 meters
 BN0818_SLEEVE-DEPTH  : 0.76 meters
 BN0818
 BN0818  HISTORY     - Date     Condition        Report By
 BN0818  HISTORY     - 1988     MONUMENTED       NGS
 BN0818  HISTORY     - 19890117 GOOD
 BN0818  HISTORY     - 19930728 GOOD             USPSQD
 BN0818
 BN0818                          STATION DESCRIPTION
 BN0818
 BN0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BN0818'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) WEST OF JOHNSON CITY,
 BN0818'4.5 KM (2.80 MI) EAST-NORTHEAST OF STONEWALL, AT THE LYNDON BAINES
 BN0818'JOHNSON RANCH AIRSTRIP (PRIVATE), AT THE SOUTH END OF THE RUNWAY.
 BN0818'OWNERSHIP--TEXAS BROADCASTING CORPORATION, POST OFFICE BOX 1209,
 BN0818'AUSTIN, TEXAS 78767.  AIRPORT MANAGER IS JOHN M. BARR, TELEPHONE
 BN0818'NUMBER IN AUSTIN IS 512-644-2221.  NOTE= AREA IS CONTROLLED BY THE
 BN0818'NATIONAL PARK SERVICE AND THE SECRET SERVICE.  CALL RAY KUNKEL, NPS AT
 BN0818'512-644-2228, JOHNSON CITY, TEXAS 78636.  THE NPS SHOULD BE CONTACTED
 BN0818'IN ADVANCE BECAUSE OF A CONTROL GATE THAT MUST BE PASSED THROUGH.  HIS
 BN0818'OFFICE IS AT THE AIRSTRIP.
 BN0818'TO REACH THE STATION FROM THE FIRE DEPARTMENT ON THE NORTH SIDE OF
 BN0818'U.S. HIGHWAY 290 IN STONEWALL, GO EAST ON U.S. HIGHWAY 290 FOR 2.97 KM
 BN0818'(1.85 MI) TO THE ENTRANCE TO THE LBJ STATE PARK ON THE LEFT.  CONTINUE
 BN0818'AHEAD FOR 2.05 KM (1.25 MI) TO A CROSSROAD JUNCTION JUST PAST A
 BN0818'ROADSIDE PARK.  TURN LEFT, NORTHWEST, ON A PAVED ROAD FOR 0.25 KM
 BN0818'(0.15 MI) TO A T-ROAD.  TURN RIGHT, EAST, ON STATE HIGHWAY 1 FOR 0.61
 BN0818'KM (0.40 MI) TO PARK ROAD 49 ON THE LEFT.  TURN LEFT, NORTHWEST,
 BN0818'CROSSING A BRIDGE FOR 0.18 KM (0.10 MI) TO A PAVED ROAD LEFT.  TURN
 BN0818'LEFT, WEST, FOR 0.58 KM (0.35 MI) TO THE LBJ GRAVESITE ON THE LEFT.
 BN0818'CONTINUE AHEAD FOR 1.14 KM (0.70 MI) TO THE CONTROL GATE (GIVE NAME
 BN0818'AND PURPOSE).  PASS THROUGH AND CONTINUE AHEAD 0.41 KM (0.25 MI) TO
 BN0818'THE PARKING AREA AT THE ROAD END AT THE RANCH HOUSE.  TURN RIGHT,
 BN0818'NORTH, PASSING THROUGH A GATE, THEN LEFT, BETWEEN THE GARAGES, THEN
 BN0818'RIGHT, ON APRON TO THE RAMP ON THE RIGHT AND THE AZIMUTH MARK ON THE
 BN0818'LEFT.
 BN0818'THE STATION IS IN THE LAWN BETWEEN THE FENCE AND APRON, 32.0 M
 BN0818'(105.0 FT) SOUTH OF A UTILITY POLE AT THE SOUTH END OF THE POLE LINE,
 BN0818'8.9 M (29.2 FT) WEST OF A STONE CURB, 8.0 M (26.2 FT) WEST OF A FIRE
 BN0818'HYDRANT,AND 3.4 M (11.2 FT) EAST OF A WIRE FIELD FENCE.
 BN0818'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0818'DESCRIBED BY R.D.B.
 BN0818
 BN0818                          STATION RECOVERY (1989)
 BN0818
 BN0818'RECOVERED 1989
 BN0818'RECOVERED IN GOOD CONDITION.
 BN0818
 BN0818                          STATION RECOVERY (1993)
 BN0818
 BN0818'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3196 ***********************************************************************
 AB3196  PACS        -  This is a Primary Airport Control Station.
 AB3196  DESIGNATION -  LBX E
 AB3196  PID         -  AB3196
 AB3196  STATE/COUNTY-  TX/BRAZORIA
 AB3196  USGS QUAD   -  LAKE JACKSON (1974)
 AB3196
 AB3196                         *CURRENT SURVEY CONTROL
 AB3196  ___________________________________________________________________
 AB3196* NAD 83(1993)-  29 06 34.29444(N)    095 27 51.16537(W)     ADJUSTED  
 AB3196* NAVD 88     -         5.57   (meters)      18.3    (feet)  GPS OBS   
 AB3196  ___________________________________________________________________
 AB3196  X           -    -531,057.050 (meters)                     COMP
 AB3196  Y           -  -5,551,582.049 (meters)                     COMP
 AB3196  Z           -   3,084,502.799 (meters)                     COMP
 AB3196  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AB3196  ELLIP HEIGHT-         -21.04  (meters)          (10/24/00) GPS OBS
 AB3196  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AB3196
 AB3196  HORZ ORDER  -  B
 AB3196  ELLP ORDER  -  FOURTH    CLASS II
 AB3196
 AB3196.This mark is at Brazoria Co (LBX) Airport (LBX)
 AB3196
 AB3196.The horizontal coordinates were established by GPS observations
 AB3196.and adjusted by the National Geodetic Survey in February 1996..
 AB3196
 AB3196.The orthometric height was determined by GPS observations and a
 AB3196.high-resolution geoid model.
 AB3196
 AB3196.GPS derived orthometric heights for airport stations designated as
 AB3196.PACS or SACS are published to 2 decimal places.  This maintains
 AB3196.centimeter relative accuracy between the PACS and SACS.  It does
 AB3196.not indicate centimeter accuracy relative to other marks which are
 AB3196.part of the NAVD 88 network.
 AB3196
 AB3196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3196
 AB3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3196
 AB3196.The ellipsoidal height was determined by GPS observations
 AB3196.and is referenced to NAD 83.
 AB3196
 AB3196.The geoid height was determined by GEOID03.
 AB3196
 AB3196;                    North         East     Units Scale Factor Converg.
 AB3196;SPC TXSC     - 4,146,637.687   944,062.605   MT  0.99987093   +1 43 56.0
 AB3196;SPC TXSC     -13,604,427.14  3,097,312.06   sFT  0.99987093   +1 43 56.0
 AB3196;UTM  15      - 3,222,629.922   260,200.097   MT  1.00030965   -1 11 57.7
 AB3196
 AB3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3196!SPC TXSC     -   1.00000330  x   0.99987093  =   0.99987423
 AB3196!UTM  15      -   1.00000330  x   1.00030965  =   1.00031296
 AB3196
 AB3196:                Primary Azimuth Mark                     Grid Az
 AB3196:SPC TXSC     -  LJN B                                    085 15 58.1
 AB3196:UTM  15      -  LJN B                                    088 11 51.8
 AB3196
 AB3196|---------------------------------------------------------------------|
 AB3196| PID    Reference Object                     Distance      Geod. Az  |
 AB3196|                                                           dddmmss.s |
 AB3196| AC6082 LJN B                               446.152 METERS 0865954.1 |
 AB3196|---------------------------------------------------------------------|
 AB3196
 AB3196                          SUPERSEDED SURVEY CONTROL
 AB3196
 AB3196  ELLIP H (02/20/96)  -20.94   (m)                       GP(       ) 3 2
 AB3196
 AB3196.Superseded values are not recommended for survey control.
 AB3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3196.See file dsdata.txt to determine how the superseded data were derived.
 AB3196
 AB3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6020022630(NAD 83)
 AB3196_MARKER: I = METAL ROD
 AB3196_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3196_STAMPING: LBX E 1994
 AB3196_MARK LOGO: NGS   
 AB3196_PROJECTION: FLUSH
 AB3196_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3196+STABILITY: POSITION/ELEVATION WELL
 AB3196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3196+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1998
 AB3196_ROD/PIPE-DEPTH: 17.6 meters
 AB3196_SLEEVE-DEPTH  : 1 meters
 AB3196
 AB3196  HISTORY     - Date     Condition        Report By
 AB3196  HISTORY     - 1994     MONUMENTED       NGS
 AB3196  HISTORY     - 19980708 GOOD             NGS
 AB3196
 AB3196                          STATION DESCRIPTION
 AB3196
 AB3196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AB3196'THE STATION IS LOCATED 4.0 MI (6.4 KM) SOUTH SOUTHWEST FROM ANGLETON,
 AB3196'AND 2.0 MI (3.2 KM) WEST OF STATE HIGHWAY 288 AT THE BRAZORIA COUNTY
 AB3196'AIRPORT, ON THE WEST SIDE OF THE AIRPORT ADJACENT TO THE WIND
 AB3196'TETREHEDON.  TO REACH THE STATION FROM THE AIRPORT ACCESS GATE LOCATED
 AB3196'250 FT (76.2 M) NORTH OF THE TERMINAL BUILDING, PROCEED THROUGH THE
 AB3196'GATE WESTERLY, CROSSING THE PARKING APRON IN A SOUTH WESTERLY
 AB3196'DIRECTION FOR 0.05 MI (0.08 KM) TO A CONNECTING TAXIWAY. TURN RIGHT
 AB3196'(WEST) AND CONTINUE FOR 0.25 MI (0.40 KM) (CROSSING PARALLEL TAXIWAY
 AB3196'AND RUNWAY 17/55 NEAR MID-FIELD) TO THE STATION LOCATED JUST SOUTH OF
 AB3196'THE WIND TETREHEDON.  THE STATION IS LOCATED 84.9 FT (25.9 M) SOUTH
 AB3196'SOUTHWEST OF A PHOTO ELECTRIC CONTROL BOX, 78.0 FT (23.8 M) SOUTH OF
 AB3196'THE CENTER POLE OF THE WIND TETREHEDON, 73.7 FT (22.5 M) EAST OF A
 AB3196'FENCE, AND 4.8 FT (1.5 M) SOUTH OF THE SOUTH INDICATOR FOR THE WIND
 AB3196'TETREHEDON AND A CARSONITE WITHNESS POST.  FOR ACCESS TO THE AIRPORT,
 AB3196'CONTACT MR.  JOE B.  JOHNSON, AIRPORT MANAGER, BRAZORIA COUNTY
 AB3196'AIRPORT, RT.1, BOX 5, ANGLETON, TEXAS 77515, PHONE (409) -849-5711
 AB3196'EXT.1589.  DESCRIBED BY RONALD A. ZEMAITIS, 12-12-1994, CHIEF OF
 AB3196'PARTY, NGS.  THIS IS A PAC STATION.
 AB3196
 AB3196                          STATION RECOVERY (1998)
 AB3196
 AB3196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 AB3196'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3515 ***********************************************************************
 AH3515  SACS        -  This is a Secondary Airport Control Station.
 AH3515  DESIGNATION -  LBX F
 AH3515  PID         -  AH3515
 AH3515  STATE/COUNTY-  TX/BRAZORIA
 AH3515  USGS QUAD   -  LAKE JACKSON (1974)
 AH3515
 AH3515                         *CURRENT SURVEY CONTROL
 AH3515  ___________________________________________________________________
 AH3515* NAD 83(1993)-  29 05 50.92908(N)    095 27 38.48166(W)     ADJUSTED  
 AH3515* NAVD 88     -         6.03   (meters)      19.8    (feet)  GPS OBS   
 AH3515  ___________________________________________________________________
 AH3515  X           -    -530,777.506 (meters)                     COMP
 AH3515  Y           -  -5,552,261.551 (meters)                     COMP
 AH3515  Z           -   3,083,336.462 (meters)                     COMP
 AH3515  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AH3515  ELLIP HEIGHT-         -20.57  (meters)          (08/08/01) GPS OBS
 AH3515  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH3515
 AH3515  HORZ ORDER  -  FIRST
 AH3515  ELLP ORDER  -  FOURTH    CLASS I
 AH3515
 AH3515.This mark is at Brazoria Co (LBX) Airport (LBX)
 AH3515
 AH3515.The horizontal coordinates were established by GPS observations
 AH3515.and adjusted by the National Geodetic Survey in September 1998..
 AH3515
 AH3515.The orthometric height was determined by GPS observations and a
 AH3515.high-resolution geoid model.
 AH3515
 AH3515.GPS derived orthometric heights for airport stations designated as
 AH3515.PACS or SACS are published to 2 decimal places.  This maintains
 AH3515.centimeter relative accuracy between the PACS and SACS.  It does
 AH3515.not indicate centimeter accuracy relative to other marks which are
 AH3515.part of the NAVD 88 network.
 AH3515
 AH3515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3515
 AH3515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3515
 AH3515.The ellipsoidal height was determined by GPS observations
 AH3515.and is referenced to NAD 83.
 AH3515
 AH3515.The geoid height was determined by GEOID03.
 AH3515
 AH3515;                    North         East     Units Scale Factor Converg.
 AH3515;SPC TXSC     - 4,145,313.699   944,445.737   MT  0.99987177   +1 44 02.2
 AH3515;SPC TXSC     -13,600,083.36  3,098,569.06   sFT  0.99987177   +1 44 02.2
 AH3515;UTM  15      - 3,221,287.486   260,515.157   MT  1.00030779   -1 11 49.9
 AH3515
 AH3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3515!SPC TXSC     -   1.00000323  x   0.99987177  =   0.99987500
 AH3515!UTM  15      -   1.00000323  x   1.00030779  =   1.00031102
 AH3515
 AH3515                          SUPERSEDED SURVEY CONTROL
 AH3515
 AH3515  ELLIP H (09/30/98)  -20.46   (m)                       GP(       ) 4 1
 AH3515
 AH3515.Superseded values are not recommended for survey control.
 AH3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3515.See file dsdata.txt to determine how the superseded data were derived.
 AH3515
 AH3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6051521287(NAD 83)
 AH3515_MARKER: DD = SURVEY DISK
 AH3515_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH3515_SP_SET: CONCRETE HEADWALL
 AH3515_STAMPING: LBX F 1998
 AH3515_MARK LOGO: NOS   
 AH3515_PROJECTION: FLUSH
 AH3515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3515+STABILITY: SURFACE MOTION
 AH3515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3515+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH3515
 AH3515  HISTORY     - Date     Condition        Report By
 AH3515  HISTORY     - 1998     MONUMENTED       NOS
 AH3515
 AH3515                          STATION DESCRIPTION
 AH3515
 AH3515'DESCRIBED BY NATIONAL OCEAN SERVICE 1998
 AH3515'THE STATION IS LOCATED 4.0 MI (6.4 KM) SOUTH SOUTHWEST FROM ANGLETON,
 AH3515'AND 2.0 MI (3.2 KM) WEST OF STATE 288 AT THE BRAZORIA COUNTY AIRPORT,
 AH3515'NEAR THE END OF RUNWAY 35.  THE STATION IS LOCATED SOUTH OF THE END OF
 AH3515'RUNWAY 35 ON THE WEST SIDE OF THE SERVICE ROAD TO THE LOCALIZER
 AH3515'BUILDING.  SET IN A DRILL HOLE IN THE SOUTHEAST CONRNER OF A CULVERT.
 AH3515'143.5 FT (43.7 M) NORTHWEST OF THE NORTHWEST CORNER OF THE LOCALIZER
 AH3515'BUILDING.  131.5 FT (40.1 M) NORTH OF THE CENTER OF THE SERVICE ROAD
 AH3515'LEADING TO THE LOCALIZER.  38.0 FT (11.6 M) EAST OF THE CENTER OF THE
 AH3515'SERVICE ROAD LEADING TO THE LOCALIZER BUILDING.  THE STATION IS A
 AH3515'STANDARD NOS DISK STAMPED LBX F 1998 SET IN THE HEADWALL OF A BOX
 AH3515'CULVERT 3.O FEET BELOW THE LEVEL OF THE ROAD.  FOR ACCESS TO THE
 AH3515'AIRPORT, CONTACT MR.  JOE B.  JOHNSON, AIRPORT MANAGER, BRAZORIA
 AH3515'COUNTY AIRPORT, RT.1, BOX 5, ANGLETON, TEXAS 77515, PHONE (409)
 AH3515'-849-5711 EXT.1589.  STATION IS THE AIRPORT SAC
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7927 ***********************************************************************
 DH7927  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7927  DESIGNATION -  LCRAWIRTZDAM COOP CORS ARP
 DH7927  CORS_ID     -  LCWD
 DH7927  PID         -  DH7927
 DH7927  STATE/COUNTY-  TX/BURNET
 DH7927  USGS QUAD   -  MARBLE FALLS (1967)
 DH7927
 DH7927                         *CURRENT SURVEY CONTROL
 DH7927  ___________________________________________________________________
 DH7927* NAD 83(CORS)-  30 33 16.35118(N)    098 20 15.93548(W)     ADJUSTED  
 DH7927* NAVD 88     -                                                        
 DH7927  ___________________________________________________________________
 DH7927  EPOCH DATE  -        2002.00
 DH7927  X           -    -797,178.495 (meters)                     COMP
 DH7927  Y           -  -5,439,362.197 (meters)                     COMP
 DH7927  Z           -   3,223,584.626 (meters)                     COMP
 DH7927  ELLIP HEIGHT-         239.23  (meters)          (01/??/06) GPS OBS
 DH7927  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 DH7927
 DH7927  HORZ ORDER  -  SPECIAL (CORS)
 DH7927  ELLP ORDER  -  SPECIAL (CORS)
 DH7927
 DH7927.ITRF positions are available for this station.
 DH7927.The coordinates were established by GPS observations
 DH7927.and adjusted by the National Geodetic Survey in January 2006..
 DH7927.The coordinates are valid at the epoch date displayed above.
 DH7927.The epoch date for horizontal control is a decimal equivalence
 DH7927.of Year/Month/Day.
 DH7927
 DH7927
 DH7927.The PID for the CORS L1 Phase Center is DH7928.
 DH7927
 DH7927.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7927
 DH7927.The ellipsoidal height was determined by GPS observations
 DH7927.and is referenced to NAD 83.
 DH7927
 DH7927.The geoid height was determined by GEOID03.
 DH7927
 DH7927;                    North         East     Units Scale Factor Converg.
 DH7927;SPC TX C     - 3,100,143.118   891,438.814   MT  0.99991196   +1 01 40.2
 DH7927;SPC TX C     -10,171,052.88  2,924,662.18   sFT  0.99991196   +1 01 40.2
 DH7927
 DH7927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7927!SPC TX C     -   0.99996243  x   0.99991196  =   0.99987440
 DH7927
 DH7927                          SUPERSEDED SURVEY CONTROL
 DH7927
 DH7927.No superseded survey control is available for this station.
 DH7927
 DH7927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6351480422(NAD 83)
 DH7927_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7927
 DH7927                          STATION DESCRIPTION
 DH7927
 DH7927'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH7927'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH7927'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH7927'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH7927'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH7927'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7928 ***********************************************************************
 DH7928  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7928  DESIGNATION -  LCRAWIRTZDAM COOP CORS L1 PHASE CENTER
 DH7928  CORS_ID     -  LCWD
 DH7928  PID         -  DH7928
 DH7928  STATE/COUNTY-  TX/BURNET
 DH7928  USGS QUAD   -  MARBLE FALLS (1967)
 DH7928
 DH7928                         *CURRENT SURVEY CONTROL
 DH7928  ___________________________________________________________________
 DH7928* NAD 83(CORS)-  30 33 16.35126(N)    098 20 15.93543(W)     ADJUSTED  
 DH7928* NAVD 88     -                                                        
 DH7928  ___________________________________________________________________
 DH7928  EPOCH DATE  -        2002.00
 DH7928  X           -    -797,178.508 (meters)                     COMP
 DH7928  Y           -  -5,439,362.290 (meters)                     COMP
 DH7928  Z           -   3,223,584.684 (meters)                     COMP
 DH7928  ELLIP HEIGHT-         239.34  (meters)          (01/??/06) GPS OBS
 DH7928  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 DH7928
 DH7928  HORZ ORDER  -  SPECIAL (CORS)
 DH7928  ELLP ORDER  -  SPECIAL (CORS)
 DH7928
 DH7928.ITRF positions are available for this station.
 DH7928.The coordinates were established by GPS observations
 DH7928.and adjusted by the National Geodetic Survey in January 2006..
 DH7928.The coordinates are valid at the epoch date displayed above.
 DH7928.The epoch date for horizontal control is a decimal equivalence
 DH7928.of Year/Month/Day.
 DH7928
 DH7928
 DH7928.The PID for the CORS ARP is DH7927.
 DH7928
 DH7928.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7928
 DH7928.The ellipsoidal height was determined by GPS observations
 DH7928.and is referenced to NAD 83.
 DH7928
 DH7928.The geoid height was determined by GEOID03.
 DH7928
 DH7928;                    North         East     Units Scale Factor Converg.
 DH7928;SPC TX C     - 3,100,143.120   891,438.815   MT  0.99991196   +1 01 40.2
 DH7928;SPC TX C     -10,171,052.89  2,924,662.18   sFT  0.99991196   +1 01 40.2
 DH7928
 DH7928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7928!SPC TX C     -   0.99996242  x   0.99991196  =   0.99987438
 DH7928
 DH7928                          SUPERSEDED SURVEY CONTROL
 DH7928
 DH7928.No superseded survey control is available for this station.
 DH7928
 DH7928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6351480422(NAD 83)
 DH7928_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7928
 DH7928                          STATION DESCRIPTION
 DH7928
 DH7928'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7928'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH7928'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH7928'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH7928'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH7928'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0934 ***********************************************************************
 DO0934  DESIGNATION -  LEAGUE ET
 DO0934  PID         -  DO0934
 DO0934  STATE/COUNTY-  TX/KNOX
 DO0934  USGS QUAD   -  BENJAMIN (1967)
 DO0934
 DO0934                         *CURRENT SURVEY CONTROL
 DO0934  ___________________________________________________________________
 DO0934* NAD 83(1993)-  33 30 49.81641(N)    099 48 03.33739(W)     ADJUSTED  
 DO0934* NAVD 88     -       446.1    (meters)    1464.     (feet)  VERTCON   
 DO0934  ___________________________________________________________________
 DO0934  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DO0934  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DO0934
 DO0934  HORZ ORDER  -  SECOND
 DO0934
 DO0934.The horizontal coordinates were established by classical geodetic methods
 DO0934.and adjusted by the National Geodetic Survey in February 1996..
 DO0934
 DO0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0934
 DO0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0934
 DO0934.The geoid height was determined by GEOID03.
 DO0934
 DO0934;                    North         East     Units Scale Factor Converg.
 DO0934;SPC TXNC     - 2,205,583.752   479,148.350   MT  0.99990506   -0 42 34.3
 DO0934;SPC TXNC     - 7,236,152.69  1,572,005.88   sFT  0.99990506   -0 42 34.3
 DO0934;UTM  14      - 3,708,540.482   425,616.476   MT  0.99966821   -0 26 32.1
 DO0934
 DO0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0934!SPC TXNC     -   0.99993442  x   0.99990506  =   0.99983948
 DO0934!UTM  14      -   0.99993442  x   0.99966821  =   0.99960265
 DO0934
 DO0934:                Primary Azimuth Mark                     Grid Az
 DO0934:SPC TXNC     -  BISBEE                                   003 05 10.3
 DO0934:UTM  14      -  BISBEE                                   002 49 08.1
 DO0934
 DO0934|---------------------------------------------------------------------|
 DO0934| PID    Reference Object                     Distance      Geod. Az  |
 DO0934|                                                           dddmmss.s |
 DO0934| DO0931 BISBEE                              APPROX.10.5 KM 0022236.0 |
 DO0934| DO0932 LEAGUE ET USGS 1966 RM 2             12.545 METERS 01731     |
 DO0934| DO0900 KNOX CITY CABLE TV MAST             APPROX.10.9 KM 1813317.1 |
 DO0934| CX8504 LEAGUE ET RM 1                       12.558 METERS 26907     |
 DO0934|---------------------------------------------------------------------|
 DO0934
 DO0934                          SUPERSEDED SURVEY CONTROL
 DO0934
 DO0934  NAD 83(1993)-  33 30 49.81822(N)    099 48 03.33807(W) AD(       ) 2
 DO0934  NAD 83(1986)-  33 30 49.82342(N)    099 48 03.32880(W) AD(       ) 2
 DO0934  NAD 27      -  33 30 49.48539(N)    099 48 02.00365(W) AD(       ) 2
 DO0934  NGVD 29 (07/19/86)  446.0    (m)         1463.     (f) VERT ANG       
 DO0934
 DO0934.Superseded values are not recommended for survey control.
 DO0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0934.See file dsdata.txt to determine how the superseded data were derived.
 DO0934
 DO0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2561608540(NAD 83)
 DO0934_MARKER: DD = SURVEY DISK
 DO0934_SETTING: 0 = UNSPECIFIED SETTING
 DO0934
 DO0934  HISTORY     - Date     Condition        Report By
 DO0934  HISTORY     - 1966     MONUMENTED       USGS
 DO0934
 DO0934                          STATION DESCRIPTION
 DO0934
 DO0934'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DO0934'LOCATED NORTH 6 DEG EAST ABOUT 7 MILES (AIRLINE) FROM KNOX CITY,
 DO0934'TEXAS.  SOUTH 8 DEG WEST ABOUT 5 MILES (AIRLINE) FROM BENJAMIN,
 DO0934'TEXAS.  ON THE LEAGUE RANCH WHICH IS OPERATED BY MR. JACK IDOL WHO
 DO0934'LIVES IN BENJAMIN, TEXAS.  ON THE CREST OF A RIDGE ABOUT 0.5 MILES
 DO0934'NW OF STATE HWY. 283.  18 FEET EAST OF AN UNDERGROUND WATER
 DO0934'PIPELINE.  55 FEET NE OF A POINT WHERE THE PIPELINE DROPS OFF
 DO0934'THE RIDGE.  3.7 FEET EAST OF A USGS WITNESS SIGN MOUNTED ON A
 DO0934'METAL POST.  THE SITE CAN BE LOCATED ON THE WICHITA FALLS
 DO0934'(NI-14-8) 1--250,000-SERIES MAP.
 DO0934'
 DO0934'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0934'ROD DRIVEN TO A DEPTH OF 15 FEET AND CENTERED IN A 6 INCH TILE,
 DO0934'12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH THE GROUND AND
 DO0934'STAMPED LEAGUE ET 1966.
 DO0934'
 DO0934'REFERENCE MARK NO. 1 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DO0934'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET AND CENTERED IN A
 DO0934'6 INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH THE
 DO0934'GROUND.  LOCATED 41.20 FEET (12.558 METERS) WEST OF THE STATION
 DO0934'MARK AND STAMPED LEAGUE ET NO. 1 1966.
 DO0934'
 DO0934'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DO0934'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET AND CENTERED IN A 6
 DO0934'INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH
 DO0934'GROUND.  LOCATED 41.16 FEET (12.545 METERS) NNE OF THE STATION
 DO0934'MARK AND STAMPED LEAGUE ET NO. 2 1966.
 DO0934'
 DO0934'AZIMUTH MARK--USGS STATION BISBEE IS VISIBLE FROM THE GROUND
 DO0934'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2089 ***********************************************************************
 AY2089  DESIGNATION -  LEAKEY
 AY2089  PID         -  AY2089
 AY2089  STATE/COUNTY-  TX/REAL
 AY2089  USGS QUAD   -  OWL HOLLOW (1971)
 AY2089
 AY2089                         *CURRENT SURVEY CONTROL
 AY2089  ___________________________________________________________________
 AY2089* NAD 83(1993)-  29 45 09.01280(N)    099 49 51.51130(W)     ADJUSTED  
 AY2089* NAVD 88     -       724.     (meters)    2375.     (feet)  SCALED    
 AY2089  ___________________________________________________________________
 AY2089  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AY2089  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 AY2089
 AY2089  HORZ ORDER  -  SECOND
 AY2089
 AY2089.The horizontal coordinates were established by classical geodetic methods
 AY2089.and adjusted by the National Geodetic Survey in February 1996..
 AY2089
 AY2089.The orthometric height was scaled from a topographic map.
 AY2089
 AY2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2089
 AY2089.The geoid height was determined by GEOID03.
 AY2089
 AY2089;                    North         East     Units Scale Factor Converg.
 AY2089;SPC TXSC     - 4,212,981.980   519,633.615   MT  0.99988971   -0 24 25.6
 AY2089;SPC TXSC     -13,822,091.71  1,704,831.29   sFT  0.99988971   -0 24 25.6
 AY2089;UTM  14      - 3,291,650.404   419,654.785   MT  0.99967965   -0 24 44.6
 AY2089
 AY2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2089!SPC TXSC     -   0.99988980  x   0.99988971  =   0.99977952
 AY2089!UTM  14      -   0.99988980  x   0.99967965  =   0.99956948
 AY2089
 AY2089:                Primary Azimuth Mark                     Grid Az
 AY2089:SPC TXSC     -  LEAKEY AZ MK                             110 05 47.9
 AY2089:UTM  14      -  LEAKEY AZ MK                             110 06 06.9
 AY2089
 AY2089|---------------------------------------------------------------------|
 AY2089| PID    Reference Object                     Distance      Geod. Az  |
 AY2089|                                                           dddmmss.s |
 AY2089| CV5472 LEAKEY AZ MK                                       1094122.3 |
 AY2089| CV5473 LEAKEY RM 1                          31.650 METERS 25212     |
 AY2089| CV5474 LEAKEY RM 2                          42.228 METERS 34247     |
 AY2089|---------------------------------------------------------------------|
 AY2089
 AY2089                          SUPERSEDED SURVEY CONTROL
 AY2089
 AY2089  NAD 83(1986)-  29 45 09.01599(N)    099 49 51.49854(W) AD(       ) 2
 AY2089  NAD 27      -  29 45 08.21500(N)    099 49 50.28200(W) AD(       ) 2
 AY2089
 AY2089.Superseded values are not recommended for survey control.
 AY2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2089.See file dsdata.txt to determine how the superseded data were derived.
 AY2089
 AY2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1965591650(NAD 83)
 AY2089_MARKER: DS = TRIANGULATION STATION DISK
 AY2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2089
 AY2089  HISTORY     - Date     Condition        Report By
 AY2089  HISTORY     - 1944     MONUMENTED       CGS
 AY2089  HISTORY     - 1968     GOOD             CGS
 AY2089  HISTORY     - 1971     GOOD             USGS
 AY2089  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY2089
 AY2089                          STATION DESCRIPTION
 AY2089
 AY2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2089'STATION IS LOCATED ABOUT 4.5 MILES, AIR LINE, WNW OF LEAKEY,
 AY2089'ON THE N END OF A HIGH RIDGE BETWEEN THE NUECES RIVER AND
 AY2089'RIO FRIO, ON THE N SIDE OF A TRACK ROAD, AND NEAR A BOARD
 AY2089'GATE.  IT IS 50 FEET N OF THE CENTER LINE OF THE TRACK ROAD,
 AY2089'49 FEET W OF A FENCELINE, AND 9 FEET WNW OF A 4- BY 4-INCH
 AY2089'WOODEN MARKER POST.
 AY2089'
 AY2089'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 AY2089'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 AY2089'IT IS STAMPED LEAKEY 1944.  UNDERGROUND MARK IS A BRONZE
 AY2089'STATION DISK SET IN A CONCRETE CYLINDER ABOUT 28 INCHES
 AY2089'BELOW THE GROUND.
 AY2089'
 AY2089'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A
 AY2089'SQUARE-TOPPED CONCRETE POST THAT PROJECTS ABOUT 4 INCHES
 AY2089'ABOVE THE GROUND.  IT IS STAMPED LEAKEY NO 1 1944.
 AY2089'
 AY2089'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 AY2089'BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED LEAKEY NO 2
 AY2089'1944.
 AY2089'
 AY2089'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 AY2089'BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED LEAKEY 1944.
 AY2089'IT IS 0.15 MILE S OF TRACK ROAD, ON THE E RIM OF A DEEP
 AY2089'CANYON, 20 FEET N OF A FENCE, AND 3 FEET W OF A 4- BY 4-INCH
 AY2089'WOODEN MARKER POST.
 AY2089'
 AY2089'TO REACH STATION FROM THE COURTHOUSE IN LEAKEY, GO S ON U.S.
 AY2089'HIGHWAY 83 FOR ONE BLOCK TO A GRADED DIRT ROAD RIGHT AT SOME
 AY2089'STONE TOURIST CABINS.  TURN RIGHT ON DIRT ROAD AND GO W FOR
 AY2089'2.8 MILES TO A BOARD GATE WITH LIVE TREE FOR HINGE POST.  PASS
 AY2089'THROUGH GATE AND CONTINUE 0.05 MILE TO A RANCH HOUSE ON
 AY2089'LEFT, THENCE 0.15 MILE TO A BUMPER GATE.  PASS THROUGH GATE
 AY2089'AND CONTINUE W ON MAIN ROAD FOR 0.5 MILE TO FORKS.  TURN
 AY2089'SHARP RIGHT UP STEEP ROCKY HILL TO TOP OF RIDGE, THENCE W
 AY2089'ALONG RIDGE FOR 1.8 MILES TO THE SECOND BOARD GATE AND
 AY2089'STATION ON RIGHT.
 AY2089'
 AY2089'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 AY2089
 AY2089                          STATION RECOVERY (1968)
 AY2089
 AY2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GDF)
 AY2089'ALL MARKS WERE RECOVERED AS DESCRIBED.
 AY2089'
 AY2089'TO REACH THE STATION FROM JUNCTION OF U.S. 83 AND RANCH ROAD 337
 AY2089'IN LEAKEY GO W ON 337 FOR 5.5 MILES TO GATE TO GUY ROSSAN RANCH TURN
 AY2089'LEFT THROUGH GATE 0.15 MILE TO END OF CURVE AND STATION IS 80 FEET
 AY2089'N OF THE ROAD.
 AY2089'
 AY2089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LEAKEY 4 AIRLINE
 AY2089'MILES NW.
 AY2089
 AY2089                          STATION RECOVERY (1971)
 AY2089
 AY2089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 AY2089'LEAKEY, JCT. U.S. 83 AND STATE 337, GO WEST 5.4 MILES TO GATE
 AY2089'ON LEFT, TURN LEFT AND GO 0.2 MI. TO STATION ON THE RIGHT.
 AY2089
 AY2089                          STATION RECOVERY (2001)
 AY2089
 AY2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY2089'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1217 ***********************************************************************
 DM1217  DESIGNATION -  LEARY RESET
 DM1217  PID         -  DM1217
 DM1217  STATE/COUNTY-  TX/BOWIE
 DM1217  USGS QUAD   -  LEARY (1975)
 DM1217
 DM1217                         *CURRENT SURVEY CONTROL
 DM1217  ___________________________________________________________________
 DM1217* NAD 83(1993)-  33 27 37.21285(N)    094 12 32.52021(W)     ADJUSTED  
 DM1217* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 DM1217  ___________________________________________________________________
 DM1217  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DM1217  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM1217
 DM1217  HORZ ORDER  -  THIRD
 DM1217
 DM1217.The horizontal coordinates were established by classical geodetic methods
 DM1217.and adjusted by the National Geodetic Survey in September 1999..
 DM1217
 DM1217.The orthometric height was scaled from a topographic map.
 DM1217
 DM1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1217
 DM1217.The geoid height was determined by GEOID03.
 DM1217
 DM1217;                    North         East     Units Scale Factor Converg.
 DM1217;SPC TXNC     - 2,207,046.926   998,757.683   MT  0.99989798   +2 20 25.0
 DM1217;SPC TXNC     - 7,240,953.12  3,276,757.50   sFT  0.99989798   +2 20 25.0
 DM1217;SPC AR S     -   490,244.102   194,659.877   MT  0.99996832   -1 14 11.0
 DM1217;SPC AR S     - 1,608,409.19    638,646.61   sFT  0.99996832   -1 14 11.0
 DM1217;UTM  15      - 3,702,975.492   387,643.996   MT  0.99975563   -0 40 00.1
 DM1217
 DM1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1217!SPC TXNC     -   0.99998633  x   0.99989798  =   0.99988431
 DM1217!SPC AR S     -   0.99998633  x   0.99996832  =   0.99995465
 DM1217!UTM  15      -   0.99998633  x   0.99975563  =   0.99974196
 DM1217
 DM1217:                Primary Azimuth Mark                     Grid Az
 DM1217:SPC TXNC     -  LEARY AZ MK                              057 02 59.9
 DM1217:SPC AR S     -  LEARY AZ MK                              060 37 35.9
 DM1217:UTM  15      -  LEARY AZ MK                              060 03 25.0
 DM1217
 DM1217|---------------------------------------------------------------------|
 DM1217| PID    Reference Object                     Distance      Geod. Az  |
 DM1217|                                                           dddmmss.s |
 DM1217| CX6636 LEARY AZ MK                                        0592324.9 |
 DM1217| CX6637 LEARY RM 1                           28.265 METERS 10007     |
 DM1217| DM1216 ADJ 03                              230.195 METERS 10704     |
 DM1217| DM1218 RED RIVER ARSENAL E WATER TANK      APPROX. 0.5 KM 1944828.0 |
 DM1217| DM1241 HOOKS TEXAS STATE FOREST LOT        APPROX. 8.0 KM 2633950.9 |
 DM1217| CX6639 LEARY RM 3                           26.965 METERS 27021     |
 DM1217| CX6638 LEARY RM 2                           26.965 METERS 27027     |
 DM1217|---------------------------------------------------------------------|
 DM1217
 DM1217                          SUPERSEDED SURVEY CONTROL
 DM1217
 DM1217  NAD 83(1993)-  33 27 37.21891(N)    094 12 32.51522(W) AD(       ) 3
 DM1217  NAD 83(1993)-  33 27 37.21858(N)    094 12 32.51354(W) AD(       ) 3
 DM1217  NAD 83(1986)-  33 27 37.21864(N)    094 12 32.50106(W) AD(       ) 3
 DM1217  NAD 27      -  33 27 36.77400(N)    094 12 31.79700(W) AD(       ) 3
 DM1217
 DM1217.Superseded values are not recommended for survey control.
 DM1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1217.See file dsdata.txt to determine how the superseded data were derived.
 DM1217
 DM1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8764402975(NAD 83)
 DM1217_MARKER: DS = TRIANGULATION STATION DISK
 DM1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1217_SP_SET: SET INTO TOP OF CONCRETE POST
 DM1217_STAMPING: LEARY 1952 1968
 DM1217_PROJECTION: FLUSH
 DM1217
 DM1217  HISTORY     - Date     Condition        Report By
 DM1217  HISTORY     - 1968     MONUMENTED       CGS
 DM1217  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1217
 DM1217                          STATION DESCRIPTION
 DM1217
 DM1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DM1217'THE SURFACE STATION MARK WAS FOUND TILTED AND A NEW SURFACE
 DM1217'MARK WAS SET HOLDING THE ORIGINAL POINT OF THE UNDERGROUND
 DM1217'MARK.  THE TOP PORTION OF REFERENCE MARK 2 WAS FOUND SHEARED
 DM1217'OFF AND A NEW DISK WAS SET IN A DRILL HOLE IN THE MONUMENT
 DM1217'(REFERENCE MARK 3).  THE AZIMUTH MARK WAS FOUND UPROOTED AND THE
 DM1217'DISK WAS SALVAGED.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION
 DM1217'ALONG WITH BM ADJ 03 USGS 1952.
 DM1217'
 DM1217'A COMPLETE DESCRIPTION IS AS FOLLOWS--STATION IS IN THE
 DM1217'VILLAGE OF LEARY IN THE SOUTHWEST CORNER OF THE LEARY PUBLIC
 DM1217'SCHOOL GROUNDS.
 DM1217'
 DM1217'STATION, A STANDARD DISK STAMPED LEARY 1952 1968, IS SET IN
 DM1217'THE TOP OF A 12 IN BY 12 IN CONCRETE POST FLUSH WITH THE
 DM1217'SURFACE OF THE GROUND.  THE SUB SURFACE DISK IS STAMPED LEARY
 DM1217'1952.  IT IS 65 FEET SOUTHEAST OF A POWER POLE WITH A
 DM1217'TRANSFORMER, 53 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 DM1217'82, 33 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOL AND
 DM1217'28.5 FEET SOUTH OF THE SOUTH FACE OF THE SOUTH WALL OF THE
 DM1217'SCHOOL.
 DM1217'
 DM1217'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LEARY NO 1 1952
 DM1217'IS SET IN THE TOP OF A 12 IN BY 12 IN CONCRETE POST FLUSH
 DM1217'WITH THE SURFACE OF THE GROUND.  IT IS 48.4 FEET NORTH OF
 DM1217'THE CENTERLINE OF THE HIGHWAY, 38 FEET SOUTHWEST OF THE
 DM1217'SOUTHEAST CORNER OF THE SCHOOL AND 30.5 FEET SOUTH OF THE
 DM1217'SOUTH FACE OF THE SOUTH WALL OF THE SCHOOL.
 DM1217'
 DM1217'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LEARY 1952 NO 3
 DM1217'1968 IS SET IN THE TOP OF A 12 IN BY 12 IN CONCRETE POST FLUSH
 DM1217'WITH THE SURFACE OF THE GROUND.  IT IS 66 FEET SOUTHEAST OF
 DM1217'THE SOUTHEAST CORNER OF A BRICK HOUSE, 42.5 FEET NORTH OF THE
 DM1217'CENTERLINE OF THE HIGHWAY AND 40 FEET EAST OF A 24 INCH PINE
 DM1217'TREE.
 DM1217'
 DM1217'BM ADJ 03 USGS 1952 IS A STANDARD USGS BENCH MARK DISK RIVETED TO
 DM1217'THE TOP OF A 4 IN IRON PIPE WHICH PROJECTS 1 FOOT.  THE DISK
 DM1217'IS STAMPED BM ADJ 03 1905.  IT IS 64 FEET SOUTH OF THE CENTERLINE
 DM1217'OF THE HIGHWAY, 40 FEET EAST OF THE EXTENDED CENTERLINE OF
 DM1217'A DRIVEWAY NORTH, 24 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 DM1217'TRACK, 1 FOOT WEST OF A METAL WITNESS POST AND ACROSS THE
 DM1217'HIGHWAY ABOUT MIDWAY BETWEEN 2 FRAME FARM HOUSES.
 DM1217'
 DM1217'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DM1217'
 DM1217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEARY.
 DM1217
 DM1217                          STATION RECOVERY (1997)
 DM1217
 DM1217'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1028 ***********************************************************************
 BM1028  DESIGNATION -  LED
 BM1028  PID         -  BM1028
 BM1028  STATE/COUNTY-  TX/FAYETTE
 BM1028  USGS QUAD   -  CARMINE (1988)
 BM1028
 BM1028                         *CURRENT SURVEY CONTROL
 BM1028  ___________________________________________________________________
 BM1028* NAD 83(1993)-  30 08 32.38061(N)    096 44 44.53770(W)     ADJUSTED  
 BM1028* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 BM1028  ___________________________________________________________________
 BM1028  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 BM1028  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BM1028
 BM1028  HORZ ORDER  -  THIRD
 BM1028
 BM1028.The horizontal coordinates were established by classical geodetic methods
 BM1028.and adjusted by the National Geodetic Survey in February 1996..
 BM1028
 BM1028.The orthometric height was scaled from a topographic map.
 BM1028
 BM1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1028
 BM1028.The geoid height was determined by GEOID03.
 BM1028
 BM1028;                    North         East     Units Scale Factor Converg.
 BM1028;SPC TXSC     - 4,257,998.898   817,175.861   MT  0.99996231   +1 06 15.9
 BM1028;SPC TXSC     -13,969,784.72  2,681,017.80   sFT  0.99996231   +1 06 15.9
 BM1028;SPC TX C     - 3,058,304.374 1,045,599.643   MT  0.99999325   +1 50 52.2
 BM1028;SPC TX C     -10,033,786.93  3,430,438.16   sFT  0.99999325   +1 50 52.2
 BM1028;UTM  14      - 3,336,702.317   717,138.593   MT  1.00018173   +1 07 56.8
 BM1028
 BM1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1028!SPC TXSC     -   0.99998144  x   0.99996231  =   0.99994375
 BM1028!SPC TX C     -   0.99998144  x   0.99999325  =   0.99997469
 BM1028!UTM  14      -   0.99998144  x   1.00018173  =   1.00016316
 BM1028
 BM1028:                Primary Azimuth Mark                     Grid Az
 BM1028:SPC TXSC     -  LED AZ MK                                078 50 52.8
 BM1028:SPC TX C     -  LED AZ MK                                078 06 16.5
 BM1028:UTM  14      -  LED AZ MK                                078 49 11.9
 BM1028
 BM1028|---------------------------------------------------------------------|
 BM1028| PID    Reference Object                     Distance      Geod. Az  |
 BM1028|                                                           dddmmss.s |
 BM1028| CV7863 LED AZ MK                                          0795708.7 |
 BM1028| CV7864 LED RM 1                             42.373 METERS 26339     |
 BM1028| CV7865 LED RM 2                             36.697 METERS 33041     |
 BM1028|---------------------------------------------------------------------|
 BM1028
 BM1028                          SUPERSEDED SURVEY CONTROL
 BM1028
 BM1028  NAD 83(1986)-  30 08 32.39815(N)    096 44 44.52231(W) AD(       ) 3
 BM1028  NAD 27      -  30 08 31.61700(N)    096 44 43.60400(W) AD(       ) 3
 BM1028
 BM1028.Superseded values are not recommended for survey control.
 BM1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1028.See file dsdata.txt to determine how the superseded data were derived.
 BM1028
 BM1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU1713936702(NAD 83)
 BM1028_MARKER: DS = TRIANGULATION STATION DISK
 BM1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1028
 BM1028  HISTORY     - Date     Condition        Report By
 BM1028  HISTORY     - 1954     MONUMENTED       CGS
 BM1028
 BM1028                          STATION DESCRIPTION
 BM1028
 BM1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1028'THE STATION IS LOCATED ABOUT 12 MILES EAST OF GIDDINGS, 3.5
 BM1028'MILES WEST OF CARMINE, 2.5 MILES EAST OF LEDBETTER AND ON THE
 BM1028'SOUTH SIDE OF U.S. HIGHWAY 290.
 BM1028'
 BM1028'TO REACH THE STATION FROM THE DEPOT IN CARMINE, GO WEST ON U.S.
 BM1028'HIGHWAY 290 FOR 2.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 BM1028'CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO THE STATION SITE ON
 BM1028'THE LEFT, 0.6 MILES NORTHWEST OF RAILROAD MILE POST 43.
 BM1028'
 BM1028'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1028'POST PROJECTING 6 INCHES, 61 FEET SOUTH OF THE CENTERLINE
 BM1028'OF U.S. HIGHWAY 290, 4 FEET SOUTHWEST OF A WITNESS POST AND
 BM1028'1.5 FEET SOUTH OF AN EAST-WEST FENCELINE.  THE MARK IS STAMPED
 BM1028'LED 1954.
 BM1028'
 BM1028'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1028'POST PROJECTING 6 INCHES, 57 FEET SOUTH OF THE CENTERLINE OF
 BM1028'U.S. HIGHWAY 290, 12 FEET NORTH OF A POWER POLE AND 2 FEET
 BM1028'NORTH OF AN EAST-WEST FENCELINE.  THE MARK IS STAMPED LED
 BM1028'NO 1 1954.
 BM1028'
 BM1028'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1028'POST PROJECTING 8 INCHES, BETWEEN THE HIGHWAY AND THE TEXAS
 BM1028'AND NEW ORLEANS R.R. AND 51 FEET NORTH OF THE CENTERLINE
 BM1028'OF U.S. HIGHWAY 290.  IT IS STAMPED LED NO 2 1954.
 BM1028'
 BM1028'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1028'POST PROJECTING 4 INCHES 89 FEET NORTH OF THE CENTERLINE
 BM1028'OF U.S. HIGHWAY 290, 33.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 BM1028'TEXAS AND NEW ORLEANS R.R., 23.6 FEET WEST OF THE CENTERLINE OF A
 BM1028'PRIVATE DRIVEWAY, 4 FEET EAST OF A WITNESS POST AND 2 FEET
 BM1028'SOUTH OF A TELEGRAPH POLE.  THE MARK IS STAMPED LED 1954.
 BM1028'
 BM1028'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5370 ***********************************************************************
 DF5370  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5370  DESIGNATION -  LEDBETTER CORS ARP
 DF5370  CORS_ID     -  LDBT
 DF5370  PID         -  DF5370
 DF5370  STATE/COUNTY-  TX/FAYETTE
 DF5370  USGS QUAD   -  NECHANITZ (1989)
 DF5370
 DF5370                         *CURRENT SURVEY CONTROL
 DF5370  ___________________________________________________________________
 DF5370* NAD 83(CORS)-  30 05 22.12045(N)    096 46 43.75747(W)     ADJUSTED  
 DF5370* NAVD 88     -                                                        
 DF5370  ___________________________________________________________________
 DF5370  EPOCH DATE  -        2002.00
 DF5370  X           -    -651,962.339 (meters)                     COMP
 DF5370  Y           -  -5,484,763.338 (meters)                     COMP
 DF5370  Z           -   3,179,009.512 (meters)                     COMP
 DF5370  ELLIP HEIGHT-          98.98  (meters)          (05/??/03) GPS OBS
 DF5370  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DF5370
 DF5370  HORZ ORDER  -  SPECIAL (CORS)
 DF5370  ELLP ORDER  -  SPECIAL (CORS)
 DF5370
 DF5370.ITRF positions are available for this station.
 DF5370.The coordinates were established by GPS observations
 DF5370.and adjusted by the National Geodetic Survey in May 2003..
 DF5370.The coordinates are valid at the epoch date displayed above.
 DF5370.The epoch date for horizontal control is a decimal equivalence
 DF5370.of Year/Month/Day.
 DF5370
 DF5370
 DF5370.The PID for the CORS L1 Phase Center is DF5371.
 DF5370
 DF5370.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5370
 DF5370.The ellipsoidal height was determined by GPS observations
 DF5370.and is referenced to NAD 83.
 DF5370
 DF5370.The geoid height was determined by GEOID03.
 DF5370
 DF5370;                    North         East     Units Scale Factor Converg.
 DF5370;SPC TXSC     - 4,252,080.508   814,097.096   MT  0.99994975   +1 05 17.5
 DF5370;SPC TXSC     -13,950,367.47  2,670,916.89   sFT  0.99994975   +1 05 17.5
 DF5370
 DF5370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5370!SPC TXSC     -   0.99998446  x   0.99994975  =   0.99993421
 DF5370
 DF5370                          SUPERSEDED SURVEY CONTROL
 DF5370
 DF5370.No superseded survey control is available for this station.
 DF5370
 DF5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU1406230781(NAD 83)
 DF5370_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5370
 DF5370                          STATION DESCRIPTION
 DF5370
 DF5370'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5370'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5370'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5370'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5370'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5370'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5371 ***********************************************************************
 DF5371  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5371  DESIGNATION -  LEDBETTER CORS L1 PHASE CENTER
 DF5371  CORS_ID     -  LDBT
 DF5371  PID         -  DF5371
 DF5371  STATE/COUNTY-  TX/FAYETTE
 DF5371  USGS QUAD   -  NECHANITZ (1989)
 DF5371
 DF5371                         *CURRENT SURVEY CONTROL
 DF5371  ___________________________________________________________________
 DF5371* NAD 83(CORS)-  30 05 22.12044(N)    096 46 43.75743(W)     ADJUSTED  
 DF5371* NAVD 88     -                                                        
 DF5371  ___________________________________________________________________
 DF5371  EPOCH DATE  -        2002.00
 DF5371  X           -    -651,962.346 (meters)                     COMP
 DF5371  Y           -  -5,484,763.398 (meters)                     COMP
 DF5371  Z           -   3,179,009.547 (meters)                     COMP
 DF5371  ELLIP HEIGHT-          99.05  (meters)          (05/??/03) GPS OBS
 DF5371  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DF5371
 DF5371  HORZ ORDER  -  SPECIAL (CORS)
 DF5371  ELLP ORDER  -  SPECIAL (CORS)
 DF5371
 DF5371.ITRF positions are available for this station.
 DF5371.The coordinates were established by GPS observations
 DF5371.and adjusted by the National Geodetic Survey in May 2003..
 DF5371.The coordinates are valid at the epoch date displayed above.
 DF5371.The epoch date for horizontal control is a decimal equivalence
 DF5371.of Year/Month/Day.
 DF5371
 DF5371
 DF5371.The PID for the CORS ARP is DF5370.
 DF5371
 DF5371.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5371
 DF5371.The ellipsoidal height was determined by GPS observations
 DF5371.and is referenced to NAD 83.
 DF5371
 DF5371.The geoid height was determined by GEOID03.
 DF5371
 DF5371;                    North         East     Units Scale Factor Converg.
 DF5371;SPC TXSC     - 4,252,080.507   814,097.097   MT  0.99994975   +1 05 17.5
 DF5371;SPC TXSC     -13,950,367.46  2,670,916.89   sFT  0.99994975   +1 05 17.5
 DF5371
 DF5371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5371!SPC TXSC     -   0.99998444  x   0.99994975  =   0.99993420
 DF5371
 DF5371                          SUPERSEDED SURVEY CONTROL
 DF5371
 DF5371.No superseded survey control is available for this station.
 DF5371
 DF5371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU1406230781(NAD 83)
 DF5371_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF5371
 DF5371                          STATION DESCRIPTION
 DF5371
 DF5371'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF5371'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5371'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5371'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5371'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5371'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2060 ***********************************************************************
 FL2060  DESIGNATION -  LEDRICK
 FL2060  PID         -  FL2060
 FL2060  STATE/COUNTY-  TX/ROBERTS
 FL2060  USGS QUAD   -  DRY CREEK SE (1971)
 FL2060
 FL2060                         *CURRENT SURVEY CONTROL
 FL2060  ___________________________________________________________________
 FL2060* NAD 83(1993)-  35 48 47.55056(N)    100 51 02.16929(W)     ADJUSTED  
 FL2060* NAVD 88     -       916.     (meters)    3005.     (feet)  SCALED    
 FL2060  ___________________________________________________________________
 FL2060  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FL2060  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FL2060
 FL2060  HORZ ORDER  -  FIRST
 FL2060
 FL2060.The horizontal coordinates were established by classical geodetic methods
 FL2060.and adjusted by the National Geodetic Survey in February 1996..
 FL2060
 FL2060.The orthometric height was scaled from a topographic map.
 FL2060
 FL2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2060
 FL2060.The geoid height was determined by GEOID03.
 FL2060
 FL2060;                    North         East     Units Scale Factor Converg.
 FL2060;SPC TX N     - 1,201,346.423   258,685.573   MT  0.99993461   +0 22 34.9
 FL2060;SPC TX N     - 3,941,417.39    848,704.25   sFT  0.99993461   +0 22 34.9
 FL2060;UTM  14      - 3,964,811.124   332,807.906   MT  0.99994446   -1 04 59.2
 FL2060
 FL2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2060!SPC TX N     -   0.99986047  x   0.99993461  =   0.99979509
 FL2060!UTM  14      -   0.99986047  x   0.99994446  =   0.99980494
 FL2060
 FL2060|---------------------------------------------------------------------|
 FL2060| PID    Reference Object                     Distance      Geod. Az  |
 FL2060|                                                           dddmmss.s |
 FL2060| CK9252 LEDRICK RM 1                          9.968 METERS 17211     |
 FL2060| CK9251 LEDRICK AZ MK                                      1762753.9 |
 FL2060| CK9253 LEDRICK RM 2                          8.318 METERS 26207     |
 FL2060|---------------------------------------------------------------------|
 FL2060
 FL2060                          SUPERSEDED SURVEY CONTROL
 FL2060
 FL2060  NAD 83(1993)-  35 48 47.55129(N)    100 51 02.16873(W) AD(       ) 1
 FL2060  NAD 83(1986)-  35 48 47.55678(N)    100 51 02.15759(W) AD(       ) 1
 FL2060  NAD 27      -  35 48 47.40800(N)    100 51 00.63200(W) AD(       ) 1
 FL2060
 FL2060.Superseded values are not recommended for survey control.
 FL2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2060.See file dsdata.txt to determine how the superseded data were derived.
 FL2060
 FL2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3280864811(NAD 83)
 FL2060_MARKER: DS = TRIANGULATION STATION DISK
 FL2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2060
 FL2060  HISTORY     - Date     Condition        Report By
 FL2060  HISTORY     - 1951     MONUMENTED       CGS
 FL2060  HISTORY     - 1971     GOOD             USGS
 FL2060
 FL2060                          STATION DESCRIPTION
 FL2060
 FL2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2060'THE STATION IS LOCATED APPROXIMATELY 22 MILES EAST-NORTHEAST
 FL2060'OF PAMPA.  12 MILES NORTHWEST OF MIAMI.  10 MILES SOUTH OF THE
 FL2060'CANADIAN RIVER.  0.2 MILE NORTH OF A GATE IN AN EAST-WEST
 FL2060'FENCE LINE.  0.1 MILE WEST OF A NORTH-SOUTH FENCE LINE AND ON
 FL2060'THE CREST OF THE RIDGE BETWEEN CHICKEN CREEK AND INDIAN CREEK.
 FL2060'
 FL2060'TO REACH THE STATION FROM THE INTERSECTION OF FRANCIS, HOBART
 FL2060'AND ALCOCK STREETS IN THE NORTHWESTERN PART OF PAMPA, GO
 FL2060'NORTHERLY ON HOBART STREET, WHICH IS ALSO STATE HIGHWAY 70,
 FL2060'FOR 7.0 MILES TO THE RED SCHOOL ON THE LEFT AND A CROSSROAD.
 FL2060'TURN RIGHT ON FARM ROAD 282 AND FOLLOW THE HARD-SURFACED
 FL2060'ROAD FOR 8.5 MILES TO A CROSSROAD.  TURN LEFT ON GRADED
 FL2060'ROAD AND GO NORTH FOR 2.8 MILES TO 3 CATTLE GUARDS ABOUT
 FL2060'3/4 MILE SOUTHEAST OF THE CLARK RANCH BUILDINGS.  PASS THROUGH
 FL2060'THE MOST WESTERLY CATTLE GUARD OF THE THREE AND KEEP THE
 FL2060'RIGHT FORK FOR 0.4 MILE, FOLLOWING ALONG A NORTH-SOUTH FENCE,
 FL2060'THEN ALONG AN EAST-WEST FENCE TO A CATTLE GUARD AND STATION
 FL2060'CLARK ON THE RIGHT.  TURN RIGHT, NORTH, THROUGH THE CATTLE
 FL2060'GUARD AND FOLLOW THE MAIN TRAVELED TRACK ROAD 1.8 MILES
 FL2060'TO A CATTLE GUARD.  PASS THROUGH THE CATTLE GUARD AND
 FL2060'CONTINUE ON THE TRACK ROAD FOR 0.5 MILE TO A Y.  TAKE
 FL2060'THE RIGHT FORK AND GO 0.2 MILE TO A Y.  TAKE THE RIGHT FORK
 FL2060'AND GO 0.3 MILE TO A GATE.  PASS THROUGH THE GATE AND FOLLOW
 FL2060'THE TRACK ROAD NORTHERLY FOR 0.8 MILE TO A CROSSROAD.
 FL2060'CONTINUE STRAIGHT AHEAD 1.2 MILES TO A Y.  TAKE THE LEFT
 FL2060'FORK AND GO 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND
 FL2060'FOLLOW THE TRACK ROAD FOR 1.0 MILE TO WHERE THE ROAD RUNS
 FL2060'PARALLEL TO A NORTH-SOUTH FENCE LINE.  CONTINUE ON THE TRACK
 FL2060'ROAD NORTHERLY ALONG THE NORTH-SOUTH FENCE LINE.
 FL2060'CONTINUE ON THE TRACK ROAD NORTHERLY ALONG THE NORTH-SOUTH
 FL2060'FENCE LINE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FL2060'CONTINUE NORTH ON THE TRACK ROAD FOR 0.6 MILE TO A GATE.
 FL2060'PASS THROUGH THE GATE AND GO NORTH-NORTHEAST FOR 0.2 MILE
 FL2060'TO THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 FL2060'
 FL2060'THE STATION MARK, STAMPED LEDRICK 1951, IS A BRONZE DISK SET
 FL2060'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 7
 FL2060'YARDS SOUTH OF AN EAST-WEST ROAD AND 4 FEET NORTH OF A WHITE
 FL2060'WITNESS POST.
 FL2060'
 FL2060'REFERENCE MARK NO. 1, STAMPED LEDRICK NO 1 1951, IS A BRONZE
 FL2060'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND IS
 FL2060'AT THE SAME ELEVATION AS THE STATION.
 FL2060'
 FL2060'REFERENCE MARK NO. 2, STAMPED LEDRICK NO 2 1951, IS A BRONZE
 FL2060'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 FL2060'AND IS 7 YARDS SOUTH OF A TRACK ROAD.
 FL2060'
 FL2060'THE AZIMUTH MARK, STAMPED LEDRICK 1951, IS A BRONZE DISK SET
 FL2060'IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 23
 FL2060'YARDS WEST OF A NORTH-SOUTH FENCE LINE.  10 FEET WEST OF A
 FL2060'TRACK ROAD AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST.
 FL2060
 FL2060                          STATION RECOVERY (1971)
 FL2060
 FL2060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RDS)
 FL2060'TO REACH DESCRIPTION IS ADEQUATE.  STATION MARK RECOVERED
 FL2060'IN GOOD CONDITION.  TABLETS HAVE BEEN REMOVERED FROM BOTH
 FL2060'REFERENCE MARKS.  CONCRETE POSTS ARE INTACT AND STEMS OF
 FL2060'TABLETS REMAIN IN THE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2777 ***********************************************************************
 BY2777  DESIGNATION -  LEE
 BY2777  PID         -  BY2777
 BY2777  STATE/COUNTY-  TX/FREESTONE
 BY2777  USGS QUAD   -  BUTLER (1964)
 BY2777
 BY2777                         *CURRENT SURVEY CONTROL
 BY2777  ___________________________________________________________________
 BY2777* NAD 83(1993)-  31 37 30.98297(N)    095 53 07.51645(W)     ADJUSTED  
 BY2777* NAVD 88     -       135.6    (meters)     445.     (feet)  VERTCON   
 BY2777  ___________________________________________________________________
 BY2777  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 BY2777  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BY2777
 BY2777  HORZ ORDER  -  FIRST
 BY2777
 BY2777.The horizontal coordinates were established by classical geodetic methods
 BY2777.and adjusted by the National Geodetic Survey in February 1996..
 BY2777
 BY2777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2777
 BY2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2777
 BY2777.The geoid height was determined by GEOID03.
 BY2777
 BY2777;                    North         East     Units Scale Factor Converg.
 BY2777;SPC TX C     - 3,225,561.854 1,121,860.173   MT  0.99994086   +2 17 27.4
 BY2777;SPC TX C     -10,582,530.85  3,680,636.25   sFT  0.99994086   +2 17 27.4
 BY2777;UTM  15      - 3,502,516.920   226,301.474   MT  1.00052402   -1 30 50.2
 BY2777
 BY2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2777!SPC TX C     -   0.99998280  x   0.99994086  =   0.99992367
 BY2777!UTM  15      -   0.99998280  x   1.00052402  =   1.00050682
 BY2777
 BY2777|---------------------------------------------------------------------|
 BY2777| PID    Reference Object                     Distance      Geod. Az  |
 BY2777|                                                           dddmmss.s |
 BY2777| CV7868 LEE RM 2                             59.043 METERS 00650     |
 BY2777| CV7866 LEE AZ MK                                          0314815.6 |
 BY2777| BY2769 PALESTINE MO PAC RR CO FLAT TK      APPROX.27.9 KM 0570821.3 |
 BY2777| BY2770 PALESTINE MO PAC RR CONICAL TK      APPROX.28.1 KM 0574109.9 |
 BY2777| BY2772 PALESTINE ANDERSON COURTHOUSE       APPROX.29.1 KM 0574318.8 |
 BY2777| BY2771 PALESTINE TEX PWR AND L CO STK      APPROX.27.8 KM 0582936.9 |
 BY2777| CV7867 LEE RM 1                             35.424 METERS 13203     |
 BY2777|---------------------------------------------------------------------|
 BY2777
 BY2777                          SUPERSEDED SURVEY CONTROL
 BY2777
 BY2777  NAD 83(1986)-  31 37 30.99352(N)    095 53 07.49824(W) AD(       ) 1
 BY2777  NAD 27      -  31 37 30.37200(N)    095 53 06.63800(W) AD(       ) 1
 BY2777  NGVD 29 (07/19/86)  135.6    (m)          445.     (f) VERT ANG       
 BY2777
 BY2777.Superseded values are not recommended for survey control.
 BY2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2777.See file dsdata.txt to determine how the superseded data were derived.
 BY2777
 BY2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR2630102517(NAD 83)
 BY2777_MARKER: DS = TRIANGULATION STATION DISK
 BY2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2777
 BY2777  HISTORY     - Date     Condition        Report By
 BY2777  HISTORY     - 1919     MONUMENTED       CGS
 BY2777  HISTORY     - 1935     GOOD             CGS
 BY2777  HISTORY     - 1935     GOOD             TXGS
 BY2777  HISTORY     - 1937     GOOD             TXHD
 BY2777
 BY2777                          STATION DESCRIPTION
 BY2777
 BY2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2777'ABOUT 4 MILES N OF OAKWOOD, 4 MILES S OF BUTLER, 1/3 MILE
 BY2777'W OF THE OAKWOOD-BUTLER ROAD, ON TOP OF A SANDY CULTIVATED
 BY2777'HILL OWNED BY BEN LEE  WHOSE HOUSE IS ABOUT 100 METERS
 BY2777'(328 FEET) TO THE NE.  STATION IS ABOUT 30 METERS (98 FEET)
 BY2777'N OF A LANE LEADING TO THE E, WHILE THE ROUTE TO THE STATION
 BY2777'FROM BUTLER-OAKWOOD ROAD IS ALONG A LONG NARROW LANE AND
 BY2777'IN DEEP SAND.
 BY2777'
 BY2777'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 BY2777'MARKS IN CONCRETE.
 BY2777'
 BY2777'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE.
 BY2777'35.43 METERS (116.2 FEET) FROM THE STATION.
 BY2777'
 BY2777'BEARING OF TALL SMOKESTACK AT PALESTINE IS N 31 DEG 32 MIN
 BY2777
 BY2777                          STATION RECOVERY (1935)
 BY2777
 BY2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY2777'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION IS ABOUT
 BY2777'4 MILES NW OF OAKWOOD AND ABOUT 4 MILES S OF BUTLER, ON
 BY2777'LAND OCCUPIED BY A NEGRO FAMILY.  THE MARK IS SET ON TOP
 BY2777'OF A SANDY HILL.  IT IS ABOUT 100 YARDS S OF OLD LOG HOUSE,
 BY2777'90 FEET NNE OF FENCE LINE, 118 FEET NW OF FENCE LINE ON THE
 BY2777'E SIDE OF THE PASTURE.  THE MARK IS SET
 BY2777'AND PROJECTS 3 INCHES.  THE TABLET IS SLIGHTLY
 BY2777'DEFACED BUT APPEARS TO BE FIRM AND IN ITS ORIGINAL POSITION.
 BY2777'
 BY2777'REFERENCE MARK 1919 IS SE OF THE STATION AND ON THE E EDGE
 BY2777'OF THE PASTURE.  IT IS 2 FEET NW OF FENCE ALONG THE E EDGE
 BY2777'OF THE PASTURE, 15 FEET NW OF THE CENTER LINE OF OLD ROAD.
 BY2777'IT IS SET ACCORDING TO AND PROJECTS 2 INCHES.  REFERENCE
 BY2777'MARK NO. 2, ESTABLISHED IN 1935, A STANDARD BRONZE DISK SET
 BY2777'IN CONCRETE, IS N OF THE STATION,
 BY2777'2 FEET S OF FENCE LINE ON THE N EDGE OF THE PASTURE, 30 FEET
 BY2777'SSW OF THE SE CORNER OF LOG CATTLE SHELTER.  MARK PROJECTS
 BY2777'4 INCHES.
 BY2777'
 BY2777'AZIMUTH MARK, ESTABLISHED IN 1935, A STANDARD BRONZE DISK
 BY2777'SET IN CONCRETE, IS NE OF THE
 BY2777'STATION ON THE E EDGE OF A CULTIVATED FIELD, 0.25 MILE N
 BY2777'OF SIDE ROAD LEADING TO THE STATION, 18 FEET W OF THE CENTER
 BY2777'LINE OF THE ROAD, 2 FEET W OF FENCE LINE AND PROJECTS 4
 BY2777'INCHES.
 BY2777'
 BY2777'TO REACH FROM OAKWOOD GO NE ON TEXAS 43 FOR 0.15 MILE FROM
 BY2777'THE CHEVROLET GARAGE TO A FILLING STATION ON THE LEFT AND
 BY2777'A COTTON GIN ON THE RIGHT.  HERE TURN LEFT AND GO 0.05 MILE
 BY2777'AND CROSS A SMALL BRIDGE.  TURN RIGHT 0.05 MILE TO ROAD TO
 BY2777'LEFT.  FOLLOW THIS ROAD, KEEPING ON THE MAIN-TRAVELED ROAD,
 BY2777'FOR 3.7 MILES TO A ROAD LEADING LEFT UPHILL.  TURN LEFT
 BY2777'ON THIS ROAD AND GO 0.4 MILE TO THE OLD LOG HOUSE.  STATION
 BY2777'IS ABOUT 100 YARDS S OF THIS HOUSE ON THE HIGHEST POINT
 BY2777'OF THE HILL.
 BY2777'
 BY2777'A 50-FOOT TOWER WAS USED TO OBSERVE ALL STATIONS SAVE LACY
 BY2777'WHICH REQUIRED A 77-FOOT TOWER.
 BY2777
 BY2777                          STATION RECOVERY (1935)
 BY2777
 BY2777'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 BY2777'STATION WAS RECOVERED AS DESCRIBED, AND ALTHOUGH THE DISK
 BY2777'IS SOMEWHAT BATTERED, THE STATION MARK IS STILL IN GOOD
 BY2777'CONDITION.
 BY2777'
 BY2777'A NEW REFERENCE MARK HAS BEEN PUT IN IN 1935 AND IS LOCATED
 BY2777'AT THE SE CORNER OF THE GARDEN BEHIND THE HOUSE NOW OCCUPIED
 BY2777'BY RICHARD BUNDLY  THE OLD REFERENCE MARK WAS RECOVERED
 BY2777'AND IS IN EXCELLENT CONDITION.  IT IS LOCATED ON THE FENCE
 BY2777'LINE OF A LANE THAT RUNS NE AND SW ABOUT 39 YARDS SE OF THE
 BY2777'STATION MARK.  THE NEW REFERENCE MARK IS LOCATED ABOUT 65
 BY2777'YARDS DUE N FROM THE STATION.  THIS LAND IS STILL OWNED
 BY2777'BY THE BEN LEE ESTATE, AND IS NOW OCCUPIED BY R.H. BUNDLY.
 BY2777'THERE HAS BEEN A NEW REFERENCE MARK ESTABLISHED ON THE
 BY2777'BUTLER-OAKWOOD ROAD STAMPED LEE AZIMUTH 1935.  THIS MARK IS LOCATED
 BY2777'2 FEET W OF THE W FENCE LINE OF THE ROAD, AND ABOUT 34
 BY2777'YARDS N OF THE WIRE GAP TO MITCHELL LEE HOUSE.  THIS MARK
 BY2777'IS ON THE MITCHELL LEE LAND.
 BY2777'
 BY2777'TO REACH THIS STATION FROM BUTLER, GO E ALONG STATE HIGHWAY
 BY2777'7 FROM BUTLER TO TOP OF FIRST HILL E OF BUTLER, DISTANCE
 BY2777'0.7 MILE.  TAKE DIRT ROAD TURNING RIGHT OR S AT THIS POINT.
 BY2777'THIS IS THE OLD BUTLER-OAKWOOD ROAD.  FOLLOW THIS ROAD 2.9
 BY2777'MILES TO A DEEP DIP IN THE ROAD.  CROSS THE SMALL WOODEN
 BY2777'BRIDGE IN THIS DIP AND TURN SHARPLY TO RIGHT UP SANDY LANE,
 BY2777'FOLLOW 0.2 MILE.
 BY2777
 BY2777                          STATION RECOVERY (1937)
 BY2777
 BY2777'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BY2777'DESCRIPTION AS GIVEN BY C.A.S. 1935 IS ADEQUATE.  ALL MARKS
 BY2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0556 ***********************************************************************
 BO0556  DESIGNATION -  LEE
 BO0556  PID         -  BO0556
 BO0556  STATE/COUNTY-  TX/CROCKETT
 BO0556  USGS QUAD   -  BURNT CANYON (1967)
 BO0556
 BO0556                         *CURRENT SURVEY CONTROL
 BO0556  ___________________________________________________________________
 BO0556* NAD 83(1993)-  30 33 35.17153(N)    101 34 53.04179(W)     ADJUSTED  
 BO0556* NAVD 88     -       775.1    (meters)    2543.     (feet)  VERTCON   
 BO0556  ___________________________________________________________________
 BO0556  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BO0556  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 BO0556
 BO0556  HORZ ORDER  -  FIRST
 BO0556
 BO0556.The horizontal coordinates were established by classical geodetic methods
 BO0556.and adjusted by the National Geodetic Survey in February 1996..
 BO0556
 BO0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0556
 BO0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0556
 BO0556.The geoid height was determined by GEOID03.
 BO0556
 BO0556;                    North         East     Units Scale Factor Converg.
 BO0556;SPC TX C     - 3,099,677.109   580,273.351   MT  0.99991125   -0 38 34.2
 BO0556;SPC TX C     -10,169,523.98  1,903,780.15   sFT  0.99991125   -0 38 34.2
 BO0556;SPC TXSC     - 4,304,917.095   352,337.408   MT  1.00009156   -1 15 52.8
 BO0556;SPC TXSC     -14,123,715.50  1,155,960.31   sFT  1.00009156   -1 15 52.8
 BO0556;UTM  14      - 3,383,652.159   252,398.282   MT  1.00035636   -1 18 47.3
 BO0556
 BO0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0556!SPC TX C     -   0.99988202  x   0.99991125  =   0.99979328
 BO0556!SPC TXSC     -   0.99988202  x   1.00009156  =   0.99997357
 BO0556!UTM  14      -   0.99988202  x   1.00035636  =   1.00023834
 BO0556
 BO0556:                Primary Azimuth Mark                     Grid Az
 BO0556:SPC TX C     -  UNIVERSITY OF TEXAS SURVEY STA           028 58 32.7
 BO0556:SPC TXSC     -  UNIVERSITY OF TEXAS SURVEY STA           029 35 51.3
 BO0556:UTM  14      -  UNIVERSITY OF TEXAS SURVEY STA           029 38 45.8
 BO0556
 BO0556|---------------------------------------------------------------------|
 BO0556| PID    Reference Object                     Distance      Geod. Az  |
 BO0556|                                                           dddmmss.s |
 BO0556| BO0555 UNIVERSITY OF TEXAS SURVEY STA      APPROX.11.6 KM 0281958.5 |
 BO0556| CH9768 TIP OF WOODEN WINDMILL                             0963626.4 |
 BO0556| CH8858 LEE RM 2                             29.510 METERS 24435     |
 BO0556| CI0177 PERNER RANCH HSE WINDMILL                          3514647.5 |
 BO0556| CH8857 LEE RM 1                                           35515     |
 BO0556|---------------------------------------------------------------------|
 BO0556
 BO0556                          SUPERSEDED SURVEY CONTROL
 BO0556
 BO0556  NAD 83(1986)-  30 33 35.18128(N)    101 34 53.04027(W) AD(       ) 1
 BO0556  NAD 27      -  30 33 34.55200(N)    101 34 51.61300(W) AD(       ) 1
 BO0556  NGVD 29 (07/19/86)  774.9    (m)         2542.     (f) VERT ANG       
 BO0556
 BO0556.Superseded values are not recommended for survey control.
 BO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0556.See file dsdata.txt to determine how the superseded data were derived.
 BO0556
 BO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU5239883652(NAD 83)
 BO0556_MARKER: DD = SURVEY DISK
 BO0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0556
 BO0556  HISTORY     - Date     Condition        Report By
 BO0556  HISTORY     - 1932     MONUMENTED       CGS
 BO0556  HISTORY     - 1937     GOOD             TXHD
 BO0556  HISTORY     - 1937     GOOD             LOCENG
 BO0556  HISTORY     - 1944     GOOD             CGS
 BO0556  HISTORY     - 1967     GOOD             CGS
 BO0556
 BO0556                          STATION DESCRIPTION
 BO0556
 BO0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 BO0556'ABOUT 25 MILES (AIR LINE) WSW OF OZONA, ABOUT 3 MILES S BY E
 BO0556'OF PAUL PERNERS RANCH HOUSE, ABOUT 0.2 MILE N OF AN E-W FENCE,
 BO0556'ABOUT 0.1 MILE W OF A N-S ROAD, ON A RISE OF HIGH GROUND BELONGING
 BO0556'TO PAT LEE.
 BO0556'
 BO0556'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 BO0556'IN CONCRETE.
 BO0556'
 BO0556'REFERENCE MARK 1 IS A LITTLE TO THE RIGHT OF THE LINE TO THE
 BO0556'PERNER WINDMILL AND 108 YARDS (PACED) FROM STATION
 BO0556'N 04 DEG 45 MIN W.
 BO0556'
 BO0556'REFERENCE MARK 2 IS 29.51 METERS (96.8 FEET) FROM STATION
 BO0556'S 64 DEG 35 MIN W.
 BO0556'
 BO0556'OTHER BEARINGS FROM THE STATION ARE--UNIVERSITY OF TEXAS, SURVEY
 BO0556'STATION, 5.5 METERS (18 FEET) N OF STATION LONGHORN,
 BO0556'N 28 DEG 20 MIN E.  TIP OF VERTICAL SHAFT, WOODEN WINDMILL AT PAUL
 BO0556'PERNER RANCH, DISTANT 3 MILES, N 08 DEG 13 MIN W.
 BO0556'
 BO0556'TO REACH STATION FROM OZONA, GO W ON U.S. HIGHWAY 290 FROM
 BO0556'S END OF MAIN STREET FOR 25.4 MILES TO A WELL DEFINED ROAD
 BO0556'LEADING S THROUGH A BOARD GATE.  GO S THROUGH GATE AND FOLLOW
 BO0556'MAIN-TRAVELED TRACK THROUGH PASTURES 7.5 MILES TO THE PERNER
 BO0556'RANCH HOUSE.  FROM PERNER WINDMILL CONTINUE S ALONG RIDGE
 BO0556'1.4 MILES TO WIRE GATE JUST E OF A BOARD GATE.  GO THROUGH WIRE
 BO0556'GATE 0.5 MILE TO PIPE LINE.  CROSS PIPE LINE AND CONTINUE ALONG
 BO0556'ROAD DOWN RIDGE 1.4 MILES, THEN LEAVE ROAD AND BEAR TO RIGHT
 BO0556'ABOUT 0.1 MILE TO HIGHEST PART OF RIDGE IN THE VICINITY AND
 BO0556'THE STATION.
 BO0556
 BO0556                          STATION RECOVERY (1937)
 BO0556
 BO0556'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0556'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN
 BO0556'GOOD CONDITION.
 BO0556'
 BO0556'THE DESCRIPTION FOR LOCATING STATION SHOULD BE ALTERED FROM
 BO0556'POINT WHERE IT LEAVES PERNER RANCH HOUSE AS FOLLOWS--THENCE
 BO0556'FROM PERNER WINDMILL GO S, AT 0.65 MILE PASS POWER-TRANSMISSION
 BO0556'LINE, AT 1.0 MILE PASS A PIPE LINE AND PHONE LINE, AT 1.3 MILES
 BO0556'A FENCED RIGHT-OF-WAY WHICH CROSSES AT RIGHT ANGLES TO ROAD, AT
 BO0556'3.0 MILES STATION 0.1 MILE TO W, AT 3.2 MILES AN E-W FENCE.
 BO0556'ROAD DESCRIBED HEREIN IS A BLADED ROAD.
 BO0556'
 BO0556'ROAD FROM STATE HIGHWAY 27 TO PERNER RANCH IS GRADED AND THERE
 BO0556'IS NO LONGER A GATE AT POINT WHERE ROAD LEAVES HIGHWAY, BUT
 BO0556'AN OPEN GRADED COUNTY ROAD.
 BO0556
 BO0556                          STATION RECOVERY (1937)
 BO0556
 BO0556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 BO0556'STATION RECOVERED BY GEOPHYSICAL RESEARCH CORP.
 BO0556'
 BO0556'MARK IN GOOD CONDITION.
 BO0556
 BO0556                          STATION RECOVERY (1944)
 BO0556
 BO0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0556'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 BO0556'THE STATION WAS NOT OCCUPIED SO DISTANCES AND DIRECTIONS WERE NOT
 BO0556'CHECKED.  THE ROUTE TO THE STATION IS CHANGED DUE TO ROAD CHANGES.
 BO0556'
 BO0556'STATION IS MARKED BY A BRONZE STATION DISK SET IN A SQUARE
 BO0556'CONCRETE POST.  IT IS STAMPED LEE 1932.
 BO0556'
 BO0556'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 BO0556'CONCRETE POST.  IT IS STAMPED LEE NO 1 1932.
 BO0556'
 BO0556'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 BO0556'CONCRETE POST.  IT IS STAMPED LEE NO 2 1932.
 BO0556'
 BO0556'TO REACH STATION FROM OZONA, GO W ON U.S. HIGHWAY 290 FOR
 BO0556'25.5 MILES TO CROSSROADS AND A T-JUNCTION OF TELEPHONE LINES.
 BO0556'TURN LEFT AND FOLLOW MAIN ROAD 7.5 MILES TO PAUL PERNERS RANCH
 BO0556'HOUSE.  TURN RIGHT (S) THROUGH BUMPER GATE, JUST BEYOND WINDMILL
 BO0556'AND TANK, AND FOLLOW MAIN ROAD 3.1 MILES TO TOP OF GRADE, ABOUT
 BO0556'0.1 MILE BEFORE REACHING CATTLE GUARD.  HERE TURN RIGHT (W)
 BO0556'ABOUT 200 YARDS TO THE STATION ON THE HIGHEST POINT.
 BO0556
 BO0556                          STATION RECOVERY (1967)
 BO0556
 BO0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (REP)
 BO0556'STATION RECOVERED IN EXCELLENT CONDITION.  BOTH AZIMUTHS ARE
 BO0556'IN EXCELLENT CONDITION.
 BO0556'
 BO0556'TO REACH--PROCEED FROM GULF SERVICE STATION IN SHEFFIELD, 15.6
 BO0556'MILES E VIA HIGHWAY 290, SOUTH ON UNNUMBERED PAVED ROAD FOR 9.6
 BO0556'MILES TO HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0796 ***********************************************************************
 CC0796  DESIGNATION -  LEE
 CC0796  PID         -  CC0796
 CC0796  STATE/COUNTY-  TX/WARD
 CC0796  USGS QUAD   -  CHINA LAKE (1981)
 CC0796
 CC0796                         *CURRENT SURVEY CONTROL
 CC0796  ___________________________________________________________________
 CC0796* NAD 83(1993)-  31 27 30.04058(N)    103 12 09.50278(W)     ADJUSTED  
 CC0796* NAVD 88     -       827.84   (+/-2cm)    2716.0    (feet)  VERTCON   
 CC0796  ___________________________________________________________________
 CC0796  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CC0796  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CC0796
 CC0796  HORZ ORDER  -  FIRST
 CC0796  VERT ORDER  -  THIRD ? (See Below)
 CC0796
 CC0796.The horizontal coordinates were established by classical geodetic methods
 CC0796.and adjusted by the National Geodetic Survey in February 1996..
 CC0796
 CC0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0796.The vertical order pertains to the NGVD 29 superseded value.
 CC0796
 CC0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0796
 CC0796.The geoid height was determined by GEOID03.
 CC0796
 CC0796;                    North         East     Units Scale Factor Converg.
 CC0796;SPC TX C     - 3,202,135.952   427,342.299   MT  0.99991344   -1 28 40.3
 CC0796;SPC TX C     -10,505,674.37  1,402,038.86   sFT  0.99991344   -1 28 40.3
 CC0796;UTM  13      - 3,481,798.011   670,773.581   MT  0.99995971   +0 56 17.6
 CC0796
 CC0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0796!SPC TX C     -   0.99987381  x   0.99991344  =   0.99978726
 CC0796!UTM  13      -   0.99987381  x   0.99995971  =   0.99983353
 CC0796
 CC0796|---------------------------------------------------------------------|
 CC0796| PID    Reference Object                     Distance      Geod. Az  |
 CC0796|                                                           dddmmss.s |
 CC0796| CH8855 LEE RM NE                            16.645 METERS 04812     |
 CC0796| CH8856 LEE RM SE                            17.242 METERS 14704     |
 CC0796| CC0809 PECOS WATER TANK                    APPROX.28.3 KM 2624833.4 |
 CC0796| CH8854 LEE AZ MK                                          2931039.3 |
 CC0796|---------------------------------------------------------------------|
 CC0796
 CC0796                          SUPERSEDED SURVEY CONTROL
 CC0796
 CC0796  NAD 83(1986)-  31 27 30.04150(N)    103 12 09.49674(W) AD(       ) 1
 CC0796  NAD 27      -  31 27 29.55700(N)    103 12 07.91000(W) AD(       ) 1
 CC0796  NGVD 29 (07/19/86)  827.52   (m)         2715.0    (f) LEVELING    3  
 CC0796
 CC0796.Superseded values are not recommended for survey control.
 CC0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0796.See file dsdata.txt to determine how the superseded data were derived.
 CC0796
 CC0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ7077481798(NAD 83)
 CC0796_MARKER: Z = SEE DESCRIPTION
 CC0796_SETTING: 0 = UNSPECIFIED SETTING
 CC0796
 CC0796  HISTORY     - Date     Condition        Report By
 CC0796  HISTORY     - 1909     MONUMENTED       CGS
 CC0796  HISTORY     - 1928     GOOD             CGS
 CC0796  HISTORY     - 1935     GOOD             CGS
 CC0796  HISTORY     - 1937     GOOD             CGS
 CC0796  HISTORY     - 1938     GOOD             TXHD
 CC0796  HISTORY     - 1945     GOOD             CGS
 CC0796  HISTORY     - 1951     GOOD             USE
 CC0796
 CC0796                          STATION DESCRIPTION
 CC0796
 CC0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 CC0796'STATION IS 7 MILES DIRECT, OR 7-1/2 MILES BY ROAD, SW FROM
 CC0796'PYOTE, A SMALL TOWN ON THE TEXAS AND PACIFIC RAILWAY, ON
 CC0796'THE HIGHEST POINT OF A PROMINENT RIDGE, AND ON THE PROPERTY
 CC0796'OF CAPTAIN J.M. LEE, WHO LIVES ABOUT 2 MILES W OF THE STATION.
 CC0796'THE RIDGE ON WHICH THE STATION IS LOCATED IS THE MORE DISTANT
 CC0796'ONE OF THE TWO RIDGES SW OF PYOTE.
 CC0796'
 CC0796'SURFACE MARK IS CAP STATION MARK SCREWED TO TOP OF A 3-INCH
 CC0796'IRON PIPE 30 INCHES LONG WHICH IS SET IN THE GROUND WITH
 CC0796'EARTH AND ROCK WELL TAMPED AROUND IT.
 CC0796'
 CC0796'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CC0796'HOLE IN A BOULDER 3 FEET BELOW THE GROUND.
 CC0796'
 CC0796'THE REFERENCE MARK IS 1 1/2-INCH HOLE DRILLED IN THE TOP
 CC0796'OF A NATURAL WHITE LIMESTONE ROCK.  IT IS 16.643 METERS
 CC0796'(54.60 FEET) FROM THE STATION.
 CC0796'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--RAILWAY PUMPING
 CC0796'STATION, ABOUT 3 MILES, N 24 DEG 51 MIN W, WINDMILL,
 CC0796'ABOUT 1 MILE, N 80 DEG 20 MIN E.  STATION WAS RECOVERED
 CC0796'IN GOOD CONDITION IN 1928.
 CC0796
 CC0796                          STATION RECOVERY (1935)
 CC0796
 CC0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0796'STATION WAS FOUND IN GOOD CONDITION BY THE LIGHTKEEPER WHO
 CC0796'VISITED IT, BUT IT WAS NOT VISITED BY AN OBSERVING PARTY.
 CC0796
 CC0796                          STATION RECOVERY (1937)
 CC0796
 CC0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CC0796'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  ADDITIONAL
 CC0796'REFERENCE AND AZIMUTH MARKS ESTABLSHED.  REVISED DESCRIPTION
 CC0796'AS FOLLOWS--
 CC0796'
 CC0796'STATION ABOUT 7 MILES SW OF PYOTE, AND 3 MILES S OF U.S.
 CC0796'HIGHWAY 80, ON HIGHEST SUMMIT OF LOW RANGE OF HILLS, ON
 CC0796'LAND OWNED BY THE LEE ESTATE AND AT PRESENT LEASED BY
 CC0796'CHARLES MILLER.
 CC0796'
 CC0796'STATION MARK IS A BRONZE BENCH MARK CAP ON A 3-INCH IRON
 CC0796'PIPE PROJECTING ABOUT 4 INCHES.  STAMPED LEE 1909.
 CC0796'
 CC0796'REFERNCE MARK (1909) IS A SHALLOW 1 1/2-INCH DRILL HOLE IN
 CC0796'TOP OF A HARD WHITE CALICHE ROCK.
 CC0796'
 CC0796'REFERENCE MARK (1937) IS A STANDARD TABLET SET IN A RED SANDSTONE
 CC0796'ROCK ABOUT 14-INCHES SQUARE AND 40 INCHES LONG, PROJECTING
 CC0796'ABOUT 4 INCHES.  STAMPED LEE 1909-1937.
 CC0796'
 CC0796'AZIMUTH MARK IS A STANDARD TABLET SET IN RED SANDSTONE ABOUT
 CC0796'14 INCHES SQUARE AND 36 INCHES LONG, AND PROJECTS ABOUT
 CC0796'6 INCHES.  IT IS AT THE EASTERLY EDGE OF A FLAT-TOPPED KNOLL,
 CC0796'ABOUT 0.35 MILE NW OF STATION, 160 PACES W OF N-S WIRE FENCE
 CC0796'BETWEEN MILLER AND AVARY PASTURES, AND ALMOST IN LINE TO
 CC0796'STATION HAYS.  REACHED BY THE SAME ROUTE AS STATION, 0.3
 CC0796'MILE BEFORE REACHING STATION, TURN RIGHT (W) PASS THROUGH
 CC0796'FENCE, AND PROCEED 160 YARDS TO MARK.  MARK IS STAMPED LEE
 CC0796'1909-1937.
 CC0796'
 CC0796'REACHED FROM PYOTE BY U.S. HIGHWAY 80 WSW 6.2 MILES TO
 CC0796'RAILWAY PUMPING PLANT TANK, AND GROUP OF YELLOW BUILDINGS
 CC0796'ON N SIDE OF RAILROAD.  TURN LEFT (S) THRU CATTLE GUARD AND
 CC0796'FOLLOW ROAD 0.4 MILE TO THE J.W. AVARY RANCH HOUSE, THENCE
 CC0796'BEAR TO RIGHT, PASS THRU GATE AND FOLLOW LEFT FORK TRAIL
 CC0796'IN A SOUTHERLY DIRECTION 1.3 MILES TO CREST OF A SLIGHT
 CC0796'SWELL S OF POWER LINE, THENCE BEAR RIGHT (S) ON A VERY DIM
 CC0796'BRUSH-GROWN TRAIL 2.0 MILES TO AN E-W FENCE.  PASS THRU
 CC0796'FENCE AND BEAR SE 0.1 MILE TO HIGHEST POINT OF RIDGE AND
 CC0796'STATION.
 CC0796
 CC0796                          STATION RECOVERY (1938)
 CC0796
 CC0796'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0796'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CC0796'NO ATTEMPT WAS MADE TO RECOVER AZIMUTH MARK.
 CC0796'
 CC0796'TO REACH STATION FROM JUNCTION STATE HIGHWAY 115, AND U.S.
 CC0796'HIGHWAY 80, IN PYOTE, DRIVE WESTERLY ON U.S. HIGHWAY 80 FOR
 CC0796'0.75 MILE, LEAVE U.S. HIGHWAY 80, DRIVING IN A SOUTHERLY
 CC0796'DIRECTION, PASSING OVER A CATTLE GUARD AT RIGHT-OF-WAY FENCE.
 CC0796'AFTER CROSSING CATTLE GUARD, TAKE LEFT FORK AND CONTINUE
 CC0796'IN A SOUTHERLY DIRECTION FOR 5.4 MILES TO A WINDMILL.  DRIVE
 CC0796'WESTERLY ACROSS COUNTRY FOR 1.5 MILES TO HIGHEST HILL AND
 CC0796'STATION.
 CC0796
 CC0796                          STATION RECOVERY (1945)
 CC0796
 CC0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0796'RECOVERED AS DESCRIBED OF 1937.  THE DESCRIPTION BY TEXAS
 CC0796'STATE HIGHWAY DEPT. OF 1938 IS NOW INADEQUATE, DUE TO THE
 CC0796'LOCATION OF PYOTE ARMY AIR BASE.  DESCRIPTION IS ADEQUATE.
 CC0796'
 CC0796'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CC0796'
 CC0796'DISTANCES TO REFERENCE MARKS WERE NOT CHECKED.
 CC0796
 CC0796                          STATION RECOVERY (1951)
 CC0796
 CC0796'RECOVERY NOTE BY US ENGINEERS 1951 (RCS)
 CC0796'TO REACH THE STATION FROM THE RAILROAD STATION AT PYOTE
 CC0796'(ALSO THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 CC0796'115), GO W ON HIGHWAY 80 FOR 6.4 MI. TO A RAILWAY PUMPING
 CC0796'PLANT, TANK, AND GROUP OF YELLOW BUILDINGS ON THE N SIDE OF
 CC0796'THE RAILROAD.  TURN LEFT (S) THROUGH A WOODEN CATTLE GUARD
 CC0796'AND GO 0.4 MI. TO THE L.W. AVARY RANCH HOUSE, THENCE BEAR TO
 CC0796'THE RIGHT, PASS THROUGH A GATE (SEE MR. J.W. AVARY AT BARSTOW,
 CC0796'FOR THE KEY TO THE LOCK) AND GO 2.9 MI. ON THE MAIN BLADED
 CC0796'ROAD TO A CATTLE GUARD.  DO NOT CROSS THE CATTLE GUARD BUT
 CC0796'TURN LEFT (E) ON A BLADED TRAIL ALONGSIDE AN E-W FENCE
 CC0796'AND GO 1.0 MI. TO A FENCE CORNER.  TURN RIGHT AND CONTINUE
 CC0796'ON THE BLADED TRAIL FOR 0.6 MI. TO A FENCE CORNER.  TURN
 CC0796'RIGHT AND FOLLOW A FENCE FOR 0.5 MI. TO A FENCE CORNER.
 CC0796'TURN LEFT AND FOLLOW A FENCE FOR 0.2 MI., CLIMB A FENCE AND
 CC0796'WALK 300 FT. RIGHT (S) TO THE SUMMIT OF A HILL AND THE
 CC0796'STATION.  A WITNESS POST OF 3/4-IN. ROUND REINFORCING
 CC0796'STEEL WAS ERECTED.  IT PROJECTS ABOUT 3 FT. AND IS PAINTED
 CC0796'WHITE.
 CC0796'
 CC0796'AT REFERENCE MARK (1909), A WITNESS POST OF 3/4-IN. REINFORCING
 CC0796'STEEL WAS ERECTED.  IT PROJECTS ABOUT 3 FT. AND IS PAINTED
 CC0796'WHITE.
 CC0796'
 CC0796'AT REFERENCE MARK (1937), A WITNESS POST OF 3/4-IN. REINFORCING
 CC0796'STEEL WAS ERECTED.  IT PROJECTS ABOUT 3 FT. AND IS PAINTED
 CC0796'WHITE.
 CC0796'
 CC0796'AT THE AZIMUTH MARK, A WITNESS POST OF 3/4-IN. REINFORCING
 CC0796'STEEL WAS ERECTED.  IT PROJECTS ABOUT 3 FT. AND IS PAINTED
 CC0796'WHITE.  THE MARK WAS FOUND AS DESCRIBED, EXCEPT IT IS ONLY
 CC0796'SLIGHTLY N OF W FROM THE STATION AND NOT NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1741 ***********************************************************************
 FL1741  DESIGNATION -  LEE SIDING EAST GRAIN ELEV
 FL1741  PID         -  FL1741
 FL1741  STATE/COUNTY-  TX/CARSON
 FL1741  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1741
 FL1741                         *CURRENT SURVEY CONTROL
 FL1741  ___________________________________________________________________
 FL1741* NAD 83(1993)-  35 18 01.82408(N)    101 29 47.30646(W)     ADJUSTED  
 FL1741* NAVD 88     -                                                        
 FL1741  ___________________________________________________________________
 FL1741  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FL1741  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1741
 FL1741  HORZ ORDER  -  THIRD
 FL1741
 FL1741.The horizontal coordinates were established by classical geodetic methods
 FL1741.and adjusted by the National Geodetic Survey in February 1996..
 FL1741
 FL1741
 FL1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1741
 FL1741.The geoid height was determined by GEOID03.
 FL1741
 FL1741;                    North         East     Units Scale Factor Converg.
 FL1741;SPC TX N     - 1,144,273.724   200,320.671   MT  0.99991296   +0 00 07.4
 FL1741;SPC TX N     - 3,754,171.38    657,218.73   sFT  0.99991296   +0 00 07.4
 FL1741;UTM  14      - 3,909,227.714   273,004.545   MT  1.00023505   -1 26 35.7
 FL1741
 FL1741                          SUPERSEDED SURVEY CONTROL
 FL1741
 FL1741  NAD 83(1993)-  35 18 01.82828(N)    101 29 47.30232(W) AD(       ) 4
 FL1741  NAD 83(1986)-  35 18 01.83125(N)    101 29 47.29699(W) AD(       ) 4
 FL1741  NAD 27      -  35 18 01.65400(N)    101 29 45.67800(W) AD(       ) 3
 FL1741
 FL1741.Superseded values are not recommended for survey control.
 FL1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1741.See file dsdata.txt to determine how the superseded data were derived.
 FL1741
 FL1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7300509228(NAD 83)
 FL1741_MARKER: 65 = GRAIN ELEVATOR
 FL1741
 FL1741  HISTORY     - Date     Condition        Report By
 FL1741  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1741
 FL1741                          STATION DESCRIPTION
 FL1741
 FL1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1741'THE STATION IS LOCATED AT LEE SIDING OF THE SANTA FE RAILROAD
 FL1741'ABOUT 18 MILES EAST NORTHEAST OF AMARILLO, 7-1/2 MILES WEST
 FL1741'SOUTHWEST OF PANHANDLE, AND JUST NORTH OF U.S. HIGHWAY 60.
 FL1741'
 FL1741'THE ELEVATOR IS A CORREGATED IRON BUILDING THAT IS ABOUT 65
 FL1741'FEET HIGH.  THE CENTER OF THE TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1740 ***********************************************************************
 FL1740  DESIGNATION -  LEE SIDING WEST GRAIN ELEVATOR
 FL1740  PID         -  FL1740
 FL1740  STATE/COUNTY-  TX/CARSON
 FL1740  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1740
 FL1740                         *CURRENT SURVEY CONTROL
 FL1740  ___________________________________________________________________
 FL1740* NAD 83(1993)-  35 18 00.36150(N)    101 29 51.95323(W)     ADJUSTED  
 FL1740* NAVD 88     -                                                        
 FL1740  ___________________________________________________________________
 FL1740  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FL1740  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1740
 FL1740  HORZ ORDER  -  THIRD
 FL1740
 FL1740.The horizontal coordinates were established by classical geodetic methods
 FL1740.and adjusted by the National Geodetic Survey in February 1996..
 FL1740
 FL1740
 FL1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1740
 FL1740.The geoid height was determined by GEOID03.
 FL1740
 FL1740;                    North         East     Units Scale Factor Converg.
 FL1740;SPC TX N     - 1,144,228.650   200,203.283   MT  0.99991298   +0 00 04.7
 FL1740;SPC TX N     - 3,754,023.50    656,833.60   sFT  0.99991298   +0 00 04.7
 FL1740;UTM  14      - 3,909,185.601   272,886.019   MT  1.00023571   -1 26 38.3
 FL1740
 FL1740                          SUPERSEDED SURVEY CONTROL
 FL1740
 FL1740  NAD 83(1993)-  35 18 00.36572(N)    101 29 51.94905(W) AD(       ) 4
 FL1740  NAD 83(1986)-  35 18 00.36863(N)    101 29 51.94386(W) AD(       ) 4
 FL1740  NAD 27      -  35 18 00.19100(N)    101 29 50.32600(W) AD(       ) 3
 FL1740
 FL1740.Superseded values are not recommended for survey control.
 FL1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1740.See file dsdata.txt to determine how the superseded data were derived.
 FL1740
 FL1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7288609186(NAD 83)
 FL1740_MARKER: 65 = GRAIN ELEVATOR
 FL1740
 FL1740  HISTORY     - Date     Condition        Report By
 FL1740  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1740
 FL1740                          STATION DESCRIPTION
 FL1740
 FL1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1740'STATION IS LOCATED AT LEE SIDING OF THE SANTA FE RAILROAD, ABOUT
 FL1740'18 MILES EAST NORTHEAST OF AMARILLO, AND ABOUT 7-1/2 MILES
 FL1740'WEST SOUTHWEST OF PANHANDLE.  IT IS JUST NORTH OF U.S. HIGHWAY 60.
 FL1740'
 FL1740'THE ELEVATOR IS A CORREGATED IRON BUILDING ABOUT 60 FEET HIGH.
 FL1740'THE CENTER OF THE TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0981 ***********************************************************************
 CU0981  DESIGNATION -  LEEPER ET
 CU0981  PID         -  CU0981
 CU0981  STATE/COUNTY-  TX/COKE
 CU0981  USGS QUAD   -  SANCO (1987)
 CU0981
 CU0981                         *CURRENT SURVEY CONTROL
 CU0981  ___________________________________________________________________
 CU0981* NAD 83(1993)-  32 02 44.78332(N)    100 32 41.46736(W)     ADJUSTED  
 CU0981* NAVD 88     -       761.2    (meters)    2497.     (feet)  VERTCON   
 CU0981  ___________________________________________________________________
 CU0981  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 CU0981  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CU0981
 CU0981  HORZ ORDER  -  THIRD
 CU0981
 CU0981.The horizontal coordinates were established by classical geodetic methods
 CU0981.and adjusted by the National Geodetic Survey in February 1996..
 CU0981
 CU0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0981
 CU0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0981
 CU0981.The geoid height was determined by GEOID03.
 CU0981
 CU0981;                    North         East     Units Scale Factor Converg.
 CU0981;SPC TX C     - 3,263,772.042   680,021.928   MT  1.00004768   -0 06 32.2
 CU0981;SPC TX C     -10,707,892.11  2,231,038.61   sFT  1.00004768   -0 06 32.2
 CU0981;SPC TXNC     - 2,043,920.333   406,878.850   MT  1.00002540   -1 06 54.9
 CU0981;SPC TXNC     - 6,705,761.96  1,334,901.69   sFT  1.00002540   -1 06 54.9
 CU0981;UTM  14      - 3,546,552.799   354,145.224   MT  0.99986236   -0 49 11.4
 CU0981
 CU0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0981!SPC TX C     -   0.99988448  x   1.00004768  =   0.99993215
 CU0981!SPC TXNC     -   0.99988448  x   1.00002540  =   0.99990987
 CU0981!UTM  14      -   0.99988448  x   0.99986236  =   0.99974685
 CU0981
 CU0981:                Primary Azimuth Mark                     Grid Az
 CU0981:SPC TX C     -  PAGE ET                                  184 45 36.2
 CU0981:SPC TXNC     -  PAGE ET                                  185 45 58.9
 CU0981:UTM  14      -  PAGE ET                                  185 28 15.4
 CU0981
 CU0981|---------------------------------------------------------------------|
 CU0981| PID    Reference Object                     Distance      Geod. Az  |
 CU0981|                                                           dddmmss.s |
 CU0981| CB0902 PAGE ET                             APPROX.18.6 KM 1843904.0 |
 CU0981|---------------------------------------------------------------------|
 CU0981
 CU0981                          SUPERSEDED SURVEY CONTROL
 CU0981
 CU0981  NAD 83(1986)-  32 02 44.78854(N)    100 32 41.45663(W) AD(       ) 3
 CU0981  NAD 27      -  32 02 44.29493(N)    100 32 40.09952(W) AD(       ) 3
 CU0981  NGVD 29 (07/19/86)  761.0    (m)         2497.     (f) VERT ANG       
 CU0981
 CU0981.Superseded values are not recommended for survey control.
 CU0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0981.See file dsdata.txt to determine how the superseded data were derived.
 CU0981
 CU0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5414546553(NAD 83)
 CU0981_MARKER: DD = SURVEY DISK
 CU0981_SETTING: 66 = SET IN ROCK OUTCROP
 CU0981_SP_SET: SET IN BEDROCK
 CU0981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0981+STABILITY: POSITION/ELEVATION WELL
 CU0981
 CU0981  HISTORY     - Date     Condition        Report By
 CU0981  HISTORY     - 1962     MONUMENTED       USGS
 CU0981
 CU0981                          STATION DESCRIPTION
 CU0981
 CU0981'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CU0981'STATION LOCATED ABOUT 10 MI. (AIRLINE) NNW. OF ROBERT LEE, 2.5 MI. NW.
 CU0981'OF SANCO AND 1.5 MI. NE. OF STATE HIGHWAY 208, ON THE WESTERN MOST OF
 CU0981'3 PROMINENT BUTTES LOCATED ALONG AN E-W. AXIS, ON THE NORTHERN SIDE
 CU0981'AND HIGHEST POINT OF BUTTE.
 CU0981'
 CU0981'TO REACH FROM ROBERT LEE COURTHOUSE, GO 3 BLOCKS N. TO STATE HIGHWAY
 CU0981'208, TURN LEFT AND GO 9.2 MI. NW. ALONG HIGHWAY 208 TO T-RD. E., TURN
 CU0981'RIGHT, GO 1.8 MI. ALONG GRAVEL RD. TO SANCO TO Y-RD. JUNCTION, TURN
 CU0981'SHARP LEFT AND GO 2.9 MI. NORTHERLY ALONG MAIN RD. TO Y-RD. JUNCTION,
 CU0981'ABOUT 1200 FT. S. OF LEEPER RANCH, TAKE LEFT FORK, GO W. 0.9 MI.
 CU0981'ALONG GRAVEL RD. TO GATE JUST W. OF CATTLEGUARD, TURN LEFT THROUGH
 CU0981'GATE AND GO SOUTHERLY ALONG TRAIL PARALLELING FENCE 0.6 MI., CONTINUE
 CU0981'SOUTHWESTERLY ALONG TRAIL 0.25 MI., LEAVE TRAIL AND GO CROSS COUNTRY
 CU0981'SW. TO SADDLE, THENCE W. TO BASE OF BUTTE FOR A TOTAL OF 0.5 MI.
 CU0981'AND END OF TRUCK TRAVEL.  PACK UP E. SLOPE OF BUTTE TO STATION.
 CU0981'
 CU0981'STATION MARK--STANDARD ALUMINUM TABLET SET IN BEDROCK, STAMPED
 CU0981'---LEEPER 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2003 ***********************************************************************
 FL2003  DESIGNATION -  LEFORS
 FL2003  PID         -  FL2003
 FL2003  STATE/COUNTY-  TX/GRAY
 FL2003  USGS QUAD   -  LEFORS (1967)
 FL2003
 FL2003                         *CURRENT SURVEY CONTROL
 FL2003  ___________________________________________________________________
 FL2003* NAD 83(1993)-  35 29 22.54920(N)    100 51 53.73163(W)     ADJUSTED  
 FL2003* NAVD 88     -       962.     (meters)    3156.     (feet)  SCALED    
 FL2003  ___________________________________________________________________
 FL2003  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FL2003  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL2003
 FL2003  HORZ ORDER  -  SECOND
 FL2003
 FL2003.The horizontal coordinates were established by classical geodetic methods
 FL2003.and adjusted by the National Geodetic Survey in February 1996..
 FL2003
 FL2003.The orthometric height was scaled from a topographic map.
 FL2003
 FL2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2003
 FL2003.The geoid height was determined by GEOID03.
 FL2003
 FL2003;                    North         East     Units Scale Factor Converg.
 FL2003;SPC TX N     - 1,165,436.091   257,621.868   MT  0.99991166   +0 22 05.0
 FL2003;SPC TX N     - 3,823,601.58    845,214.41   sFT  0.99991166   +0 22 05.0
 FL2003;UTM  14      - 3,928,938.380   330,832.505   MT  0.99995267   -1 04 58.6
 FL2003
 FL2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2003!SPC TX N     -   0.99985308  x   0.99991166  =   0.99976475
 FL2003!UTM  14      -   0.99985308  x   0.99995267  =   0.99980575
 FL2003
 FL2003:                Primary Azimuth Mark                     Grid Az
 FL2003:SPC TX N     -  LEFORS WATER TANK                        134 13 56.5
 FL2003:UTM  14      -  LEFORS WATER TANK                        135 41 00.1
 FL2003
 FL2003|---------------------------------------------------------------------|
 FL2003| PID    Reference Object                     Distance      Geod. Az  |
 FL2003|                                                           dddmmss.s |
 FL2003| FL2002 LEFORS WATER TANK                   APPROX. 8.2 KM 1343601.5 |
 FL2003| CK9258 LEFORS RM 1                           8.258 METERS 14449     |
 FL2003| CK9257 LEFORS AZ MK                                       2945150.7 |
 FL2003| CK9259 LEFORS RM 2                          10.809 METERS 29818     |
 FL2003|---------------------------------------------------------------------|
 FL2003
 FL2003                          SUPERSEDED SURVEY CONTROL
 FL2003
 FL2003  NAD 83(1993)-  35 29 22.55089(N)    100 51 53.72966(W) AD(       ) 2
 FL2003  NAD 83(1986)-  35 29 22.55480(N)    100 51 53.72099(W) AD(       ) 2
 FL2003  NAD 27      -  35 29 22.39200(N)    100 51 52.19600(W) AD(       ) 2
 FL2003
 FL2003.Superseded values are not recommended for survey control.
 FL2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2003.See file dsdata.txt to determine how the superseded data were derived.
 FL2003
 FL2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3083328938(NAD 83)
 FL2003_MARKER: DS = TRIANGULATION STATION DISK
 FL2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2003
 FL2003  HISTORY     - Date     Condition        Report By
 FL2003  HISTORY     - 1951     MONUMENTED       CGS
 FL2003  HISTORY     - 1956     GOOD             CGS
 FL2003  HISTORY     - 1961     GOOD             CGS
 FL2003  HISTORY     - 1962     GOOD             USGS
 FL2003
 FL2003                          STATION DESCRIPTION
 FL2003
 FL2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2003'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF PAMPA,
 FL2003'5 MILES NORTHWEST OF LEFORS, 114 FEET SOUTHWEST OF A ROAD FORK,
 FL2003'67 FEET SOUTH OF THE CENTER LINE OF STATE ROUTE 273, 8 FEET
 FL2003'NORTH OF A FENCE LINE, 6 FEET NORTHWEST OF A WITNESS POST,
 FL2003'AND ON THE HIGHWAY RIGHT-OF-WAY.  THE MARK PROJECTS 6 INCHES,
 FL2003'AND THE DISK IS STAMPED LEFORS 1951.
 FL2003'
 FL2003'REFERENCE MARK NO. 1 IS 73 FEET SOUTH OF THE CENTER LINE
 FL2003'OF STATE ROUTE 273 AND 1 FOOT NORTH OF A FENCE LINE.  THE
 FL2003'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED LEFORS NO
 FL2003'1 1951.
 FL2003'
 FL2003'REFERENCE MARK NO. 2 IS 74 FEET SOUTH OF THE CENTER LINE OF
 FL2003'STATE ROUTE 273 AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 FL2003'PROJECTS 5 INCHES, AND THE DISK IS STAMPED LEFORS NO 2 1951.
 FL2003'
 FL2003'THE AZIMUTH MARK IS 75 FEET NORTH OF THE CENTER LINE OF STATE
 FL2003'ROUTE 273, 3 FEET SOUTHEAST OF A WITNESS POST, 2 FEET SOUTH
 FL2003'OF A FENCE LINE, AND ON THE HIGHWAY RIGHT-OF-WAY.  THE
 FL2003'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LEFORS 1951.
 FL2003'
 FL2003'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 FL2003'AND STATE ROUTE 273 IN PAMPA.  GO SOUTHEAST ON STATE ROUTE
 FL2003'273 FOR 7.4 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 FL2003'SOUTHEAST FOR 0.4 MILE TO THE TOP OF THE HILL AND THE STATION.
 FL2003
 FL2003                          STATION RECOVERY (1956)
 FL2003
 FL2003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2003'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL2003'IN GOOD CONDITION AS DESCRIBED.  NO EFFORT MADE TO RECOVER
 FL2003'AZIMUTH MARK.  THE DIRECTIONS FOR PROCEEDING TO STATION
 FL2003'SITE ARE CORRECT.
 FL2003
 FL2003                          STATION RECOVERY (1961)
 FL2003
 FL2003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CB)
 FL2003'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL2003'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 FL2003'TO STATION SITE ARE CORRECT.
 FL2003
 FL2003                          STATION RECOVERY (1962)
 FL2003
 FL2003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2002 ***********************************************************************
 FL2002  DESIGNATION -  LEFORS WATER TANK
 FL2002  PID         -  FL2002
 FL2002  STATE/COUNTY-  TX/GRAY
 FL2002  USGS QUAD   -  LEFORS (1967)
 FL2002
 FL2002                         *CURRENT SURVEY CONTROL
 FL2002  ___________________________________________________________________
 FL2002* NAD 83(1993)-  35 26 16.77041(N)    100 48 03.61205(W)     ADJUSTED  
 FL2002* NAVD 88     -       866.     (meters)    2841.     (feet)  SCALED    
 FL2002  ___________________________________________________________________
 FL2002  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FL2002  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL2002
 FL2002  HORZ ORDER  -  THIRD
 FL2002
 FL2002.The horizontal coordinates were established by classical geodetic methods
 FL2002.and adjusted by the National Geodetic Survey in February 1996..
 FL2002
 FL2002.The orthometric height was scaled from a topographic map.
 FL2002
 FL2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2002
 FL2002.The geoid height was determined by GEOID03.
 FL2002
 FL2002;                    North         East     Units Scale Factor Converg.
 FL2002;SPC TX N     - 1,159,750.321   263,462.062   MT  0.99991094   +0 24 18.3
 FL2002;SPC TX N     - 3,804,947.51    864,375.12   sFT  0.99991094   +0 24 18.3
 FL2002;UTM  14      - 3,923,106.446   336,527.093   MT  0.99992933   -1 02 40.2
 FL2002
 FL2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2002!SPC TX N     -   0.99986813  x   0.99991094  =   0.99977908
 FL2002!UTM  14      -   0.99986813  x   0.99992933  =   0.99979746
 FL2002
 FL2002                          SUPERSEDED SURVEY CONTROL
 FL2002
 FL2002  NAD 83(1993)-  35 26 16.77201(N)    100 48 03.61093(W) AD(       ) 4
 FL2002  NAD 83(1986)-  35 26 16.77589(N)    100 48 03.60184(W) AD(       ) 4
 FL2002  NAD 27      -  35 26 16.61200(N)    100 48 02.08500(W) AD(       ) 3
 FL2002
 FL2002.Superseded values are not recommended for survey control.
 FL2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2002.See file dsdata.txt to determine how the superseded data were derived.
 FL2002
 FL2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3652723106(NAD 83)
 FL2002_MARKER: 53 = ELEVATED TANK
 FL2002_SETTING: 0 = UNSPECIFIED SETTING
 FL2002
 FL2002  HISTORY     - Date     Condition        Report By
 FL2002  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2002  HISTORY     - 1952     GOOD             USGS
 FL2002
 FL2002                          STATION DESCRIPTION
 FL2002
 FL2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2002'A PROMINENT, SILVER-COLORED, ELEVATED WATER TANK IN LEFORS.
 FL2002'IT IS 0.3 MILE NORTH OF CENTER OF TOWN, ABOUT 300 YARDS WEST
 FL2002'OF STATE HIGHWAY 273, AND IS ABOUT 125 FEET HIGH.  THE BALL
 FL2002'ON TOP CENTER WAS POINT OBSERVED ON.
 FL2002
 FL2002                          STATION RECOVERY (1952)
 FL2002
 FL2002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FL2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0727 ***********************************************************************
 BL0727  DESIGNATION -  LEGGETT
 BL0727  PID         -  BL0727
 BL0727  STATE/COUNTY-  TX/POLK
 BL0727  USGS QUAD   -  NEW WILLARD (1984)
 BL0727
 BL0727                         *CURRENT SURVEY CONTROL
 BL0727  ___________________________________________________________________
 BL0727* NAD 83(1993)-  30 47 56.53273(N)    094 52 39.71048(W)     ADJUSTED  
 BL0727* NAVD 88     -        81.06   (+/-2cm)     265.9    (feet)  VERTCON   
 BL0727  ___________________________________________________________________
 BL0727  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BL0727  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0727
 BL0727  HORZ ORDER  -  THIRD
 BL0727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0727
 BL0727.The horizontal coordinates were established by classical geodetic methods
 BL0727.and adjusted by the National Geodetic Survey in February 1996..
 BL0727
 BL0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0727.The vertical order pertains to the NGVD 29 superseded value.
 BL0727
 BL0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0727
 BL0727.The geoid height was determined by GEOID03.
 BL0727
 BL0727;                    North         East     Units Scale Factor Converg.
 BL0727;SPC TX C     - 3,138,328.244 1,221,858.190   MT  0.99988794   +2 48 35.9
 BL0727;SPC TX C     -10,296,331.91  4,008,713.08   sFT  0.99988794   +2 48 35.9
 BL0727;UTM  15      - 3,408,838.108   320,353.402   MT  0.99999812   -0 57 42.1
 BL0727
 BL0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0727!SPC TX C     -   0.99999158  x   0.99988794  =   0.99987952
 BL0727!UTM  15      -   0.99999158  x   0.99999812  =   0.99998970
 BL0727
 BL0727:                Primary Azimuth Mark                     Grid Az
 BL0727:SPC TX C     -  LEGGETT AZ MK                            024 31 32.8
 BL0727:UTM  15      -  LEGGETT AZ MK                            028 17 50.8
 BL0727
 BL0727|---------------------------------------------------------------------|
 BL0727| PID    Reference Object                     Distance      Geod. Az  |
 BL0727|                                                           dddmmss.s |
 BL0727| BL0726 LEGGETT AZ MK                                      0272008.7 |
 BL0727| BL0728 LEGGETT RM 1                         23.950 METERS 11416     |
 BL0727| BL2150 LIVINGSTON WESTERLY MUN TANK        APPROX.11.0 KM 2093653.8 |
 BL0727| BL0729 LEGGETT RM 2                         25.444 METERS 21506     |
 BL0727| BL2159 NEW WILLARD TEX L L LUMBER TK       APPROX. 1.8 KM 2443409.3 |
 BL0727|---------------------------------------------------------------------|
 BL0727
 BL0727                          SUPERSEDED SURVEY CONTROL
 BL0727
 BL0727  NAD 83(1986)-  30 47 56.54426(N)    094 52 39.69786(W) AD(       ) 3
 BL0727  NAD 27      -  30 47 55.85800(N)    094 52 38.95300(W) AD(       ) 3
 BL0727  NGVD 29 (??/??/92)   81.072  (m)          265.98   (f) ADJ UNCH    2 0
 BL0727
 BL0727.Superseded values are not recommended for survey control.
 BL0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0727.See file dsdata.txt to determine how the superseded data were derived.
 BL0727
 BL0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2035308838(NAD 83)
 BL0727_MARKER: DS = TRIANGULATION STATION DISK
 BL0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0727_STAMPING: LEGGETT 1949
 BL0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0727+STABILITY: SURFACE MOTION
 BL0727
 BL0727  HISTORY     - Date     Condition        Report By
 BL0727  HISTORY     - 1949     MONUMENTED       CGS
 BL0727  HISTORY     - 1949     GOOD             CGS
 BL0727  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0727  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0727
 BL0727                          STATION DESCRIPTION
 BL0727
 BL0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0727'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH OF LIVINGSTON,
 BL0727'1.5 MILES SOUTH OF LEGGETT, 1.0 MILE EAST-NORTHEAST OF NEW
 BL0727'WILLARD AND ON A TIMBERED RIDGE ALONG THE RIGHT OF WAY OF
 BL0727'U.S. HIGHWAY 59.  IT IS 80 FEET WEST OF NORTH-SOUTH FENCE
 BL0727'LINE, 60 FEET EAST OF THE CENTER OF U.S. HIGHWAY 59, 25 FEET
 BL0727'WEST OF A 6 INCH TRIANGULAR BLAZED OAK TREE, 15 FEET SOUTH
 BL0727'OF A 6 INCH TRIANGULAR BLAZED OAK TREE AND 7 FEET EAST OF A
 BL0727'WITNESS POST.  IT IS STAMPED LEGGETT 1949 AND PROJECTS 2
 BL0727'INCHES.
 BL0727'
 BL0727'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, 3 FEET
 BL0727'NORTH-NORTHWEST OF THE NORTH END OF GATE AND 1 FOOT WEST
 BL0727'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED LEGGETT NO 1
 BL0727'1949 AND PROJECTS 4 INCHES.
 BL0727'
 BL0727'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, 80
 BL0727'FEET WEST OF NORTH-SOUTH FENCE LINE AND 55 FEET EAST OF THE
 BL0727'CENTER OF U.S. HIGHWAY 59.  IT IS STAMPED LEGGETT NO 2 1949
 BL0727'AND PROJECTS 2 INCHES.
 BL0727'
 BL0727'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, SET IN
 BL0727'THE WEST SIDE OF CONCRETE CULVERT, 36 FEET WEST OF THE CENTER OF
 BL0727'U.S. HIGHWAY 59, 35 FEET NORTH OF DRIVEWAY TO HOUSE AND 10
 BL0727'FEET EAST OF 8 INCH OAK TREE.  IT IS STAMPED LEGGETT 1949.
 BL0727'
 BL0727'TO REACH THE STATION FROM THE POST OFFICE IN LEGGETT, GO SOUTH
 BL0727'ON U.S. HIGHWAY 59 FOR 1.1 MILES TO THE AZIMUTH MARK ON THE
 BL0727'RIGHT AS DESCRIBED, CONTINUE SOUTH ON U.S. HIGHWAY 59 FOR
 BL0727'0.35 MILE TO 20 FOOT BANK ON LEFT AND STATION ABOVE AS DESCRIBED.
 BL0727'
 BL0727'A 100 FOOT SIGNAL AT STATION BOLD IS VISIBLE AT 50 FEET.
 BL0727'
 BL0727'AN 87 FOOT SIGNAL AT STATION BERING IS VISIBLE AT 64 FEET.
 BL0727'
 BL0727'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BL0727
 BL0727                          STATION RECOVERY (1949)
 BL0727
 BL0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BL0727'1.5 MI S FROM LEGGETT.
 BL0727'0.1 MILE EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS RAILWAY
 BL0727'STATION AT LEGGETT, THENCE 1.4 MILES SOUTH ALONG U. S. HIGHWAY NO. 59,
 BL0727'AT THE SUMMIT OF A HILL, ABOUT 10.0 FEET ABOVE THE HIGHWAY, 60.0 FEET
 BL0727'EAST OF THE CENTER LINE OF THE HIGHWAY, 79.7 FEET WEST OF THE CENTER
 BL0727'LINE OF A GATE LEADING TO A CEMETERY, 78.6 FEET WEST OF LEGGETT R.M.
 BL0727'1, 83.5 FEET NORTH OF LEGGETT R.M. 2, 14.5 FEET SOUTH OF A 6-INCH OAK
 BL0727'WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 25.6 FEET WEST
 BL0727'OF AN 8-INCH OAK WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE,
 BL0727'7.8 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0727'AND LEVEL WITH THE GROUND.
 BL0727
 BL0727                          STATION RECOVERY (1990)
 BL0727
 BL0727'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0727'MARK NOT FOUND.
 BL0727
 BL0727                          STATION RECOVERY (1997)
 BL0727
 BL0727'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0795 ***********************************************************************
 BN0795  DESIGNATION -  LEGGETT
 BN0795  PID         -  BN0795
 BN0795  STATE/COUNTY-  TX/MENARD
 BN0795  USGS QUAD   -  SPOON DRAW (1970)
 BN0795
 BN0795                         *CURRENT SURVEY CONTROL
 BN0795  ___________________________________________________________________
 BN0795* NAD 83(1993)-  30 51 28.32545(N)    099 46 30.57697(W)     ADJUSTED  
 BN0795* NAVD 88     -       684.     (meters)    2244.     (feet)  SCALED    
 BN0795  ___________________________________________________________________
 BN0795  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BN0795  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BN0795
 BN0795  HORZ ORDER  -  FIRST
 BN0795
 BN0795.The horizontal coordinates were established by classical geodetic methods
 BN0795.and adjusted by the National Geodetic Survey in February 1996..
 BN0795
 BN0795.The orthometric height was scaled from a topographic map.
 BN0795
 BN0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0795
 BN0795.The geoid height was determined by GEOID03.
 BN0795
 BN0795;                    North         East     Units Scale Factor Converg.
 BN0795;SPC TX C     - 3,132,184.460   753,380.438   MT  0.99988486   +0 17 15.0
 BN0795;SPC TX C     -10,276,175.18  2,471,715.65   sFT  0.99988486   +0 17 15.0
 BN0795;UTM  14      - 3,414,107.481   425,887.893   MT  0.99966775   -0 23 51.4
 BN0795
 BN0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0795!SPC TX C     -   0.99989617  x   0.99988486  =   0.99978104
 BN0795!UTM  14      -   0.99989617  x   0.99966775  =   0.99956395
 BN0795
 BN0795|---------------------------------------------------------------------|
 BN0795| PID    Reference Object                     Distance      Geod. Az  |
 BN0795|                                                           dddmmss.s |
 BN0795| CV5476 LEGGETT RM 1                         14.443 METERS 06504     |
 BN0795| CV5475 LEGGETT AZ MK                                      1551224.6 |
 BN0795| CV5478 LEGGETT RM 3                         18.433 METERS 20632     |
 BN0795| BN0794 LEGGETT RANCH CEN OPEN STOR TK       28.804 METERS 31027     |
 BN0795| CV5477 LEGGETT RM 2                         34.968 METERS 31117     |
 BN0795|---------------------------------------------------------------------|
 BN0795
 BN0795                          SUPERSEDED SURVEY CONTROL
 BN0795
 BN0795  NAD 83(1986)-  30 51 28.33261(N)    099 46 30.56238(W) AD(       ) 1
 BN0795  NAD 27      -  30 51 27.70000(N)    099 46 29.31000(W) AD(       ) 1
 BN0795
 BN0795.Superseded values are not recommended for survey control.
 BN0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0795.See file dsdata.txt to determine how the superseded data were derived.
 BN0795
 BN0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2588814107(NAD 83)
 BN0795_MARKER: DS = TRIANGULATION STATION DISK
 BN0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0795
 BN0795  HISTORY     - Date     Condition        Report By
 BN0795  HISTORY     - 1935     MONUMENTED       CGS
 BN0795  HISTORY     - 1937     GOOD             CGS
 BN0795  HISTORY     - 1943     GOOD             CGS
 BN0795
 BN0795                          STATION DESCRIPTION
 BN0795
 BN0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0795'STATION IS LOCATED ON THE LAND OF DR. J.A. LEGGETT, 4
 BN0795'MILES S OF MENARD AND 14-1/2 MILES A LITTLE S OF W OF HEXT
 BN0795'POST OFFICE ON TOP OF A VERY STONY HILL, 1/2 MILE NE OF
 BN0795'THE HOME OF MR. M.S. LEGGETT, AND 1/2 MILE W OF THE MENARD-LONDON
 BN0795'ROAD.
 BN0795'
 BN0795'REACHED FROM THE JUNCTION OF U.S. 83 ARROW JUNCTION 38 BY
 BN0795'GOING S ON 83 FOR 3.6 MILES, THEN KEEP STRAIGHT AHEAD (S)
 BN0795'WHERE U.S. 83 TURNS RIGHT FOR 1.1 MILES, THEN PASS THROUGH A
 BN0795'GATE AT A HOUSE ON RIGHT, TURN LEFT AND FOLLOW A DIM ROAD
 BN0795'EASTWARD FOR 1.1 MILES OR FOR 0.55 MILE AFTER PASSING POWER-LINE
 BN0795'CROSSING TO A CORRAL.  PASS THROUGH CORRAL FOR 0.1 MILE
 BN0795'PAST HOME OF M.S. LEGGETT AND LARGE WATER TANK ON RIGHT,
 BN0795'THEN TURN NE AND GO THROUGH PASTURE TOWARD TOP OF HILL FOR
 BN0795'0.5 MILE TO TOP OF STONY HILL AND STATION.
 BN0795'
 BN0795'STATION IS ON THE HIGHEST PART OF THE HILL IN A LARGE CLEARED
 BN0795'AREA SURROUNDED BY SMALL TREES.  MARK PROJECTS ABOUT 12
 BN0795'INCHES.
 BN0795'
 BN0795'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS
 BN0795'SET IN CONCRETE.
 BN0795'
 BN0795'REFERENCE MARK NO. 1 IS 14.443 METERS, 47.36 FEET, E OF
 BN0795'STATION.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN BEDROCK.
 BN0795'
 BN0795'REFERENCE MARK NO. 2 IS 34.968 METERS, 114.72 FEET, NW OF
 BN0795'STATION.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN BEDROCK.
 BN0795'
 BN0795'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SE OF STATION, ABOUT
 BN0795'150 FEET W OF FENCE CORNER IN E-AND-W FENCE LINE.  MARK
 BN0795'PROJECTS ABOUT 5 INCHES.
 BN0795'
 BN0795'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 BN0795
 BN0795                          STATION RECOVERY (1937)
 BN0795
 BN0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 BN0795'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 BN0795'CONDITION.
 BN0795'
 BN0795'LOCATED ON LAND BELONGING TO DR. J.A. LEGGETT ABOUT 6.2
 BN0795'MILES BY ROAD S OF MENARD.  ON HIGHEST POINT OF A STONY
 BN0795'RIDGE ABOUT 0.5 MILE E OF DR. LEGGETTS HOUSE, OCCUPIED BY
 BN0795'M.S. LEGGETT.
 BN0795'
 BN0795'TO REACH FROM MENARD, START FROM JUNCTION OF HIGHWAY AT THE
 BN0795'MAIN STREET AND HIGHWAY 83.  FOLLOW U.S. HIGHWAY 83 SOUTHWARD
 BN0795'FOR 3.5 MILES WHERE HIGHWAY 83 TURNS RIGHT.  THERE KEEP
 BN0795'STRAIGHT AHEAD ON DIRT ROAD ABOUT 100 YARDS ON LEFT (E).  THERE
 BN0795'PASS THROUGH GATE AND FOLLOW RANCH ROAD E AND S ABOUT 2.0
 BN0795'MILES TO THE LEGGETT RANCH HOUSE.  THEN E THROUGH PASTURE
 BN0795'0.5 MILE TO THE STATION.
 BN0795
 BN0795                          STATION RECOVERY (1943)
 BN0795
 BN0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0795'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION
 BN0795'OF SLIGHT DIFFERENCES IN THE DIRECTIONS TO REFERENCE MARK
 BN0795'NO. 1 AND THE AZIMUTH MARK.  REFERENCE MARK NO. 2 IS OBSTRUCTED
 BN0795'BY A LARGE STORAGE WATER TANK.  A NEW REFERENCE MARK (NO. 3)
 BN0795'WAS ESTABLISHED.  A NEW DESCRIPTION TO REACH THE STATION IS
 BN0795'NECESSARY DUE TO ROAD CHANGES.  NEW DESCRIPTION FOLLOWS--
 BN0795'
 BN0795'STATION IS LOCATED ABOUT 4 MILES S OF MENARD ON PROPERTY
 BN0795'OF DR. J.A. LEGGETT, ABOUT 0.75 MILE W OF U.S. HIGHWAY
 BN0795'83, 0.1 MILE S OF A GRADED ROCK ROAD AND 78 FEET SE OF THE
 BN0795'NEAR EDGE OF A LARGE STORAGE WATER TANK.  IT IS STAMPED
 BN0795'LEGGETT 1935 AND PROJECTS 6 INCHES.
 BN0795'
 BN0795'REFERENCE MARK NO. 1 IS E OF THE STATION.  IT IS STAMPED
 BN0795'LEGGETT NO. 1 1935.
 BN0795'
 BN0795'REFERENCE MARK NO. 2 IS NW OF THE STATION AND IS NOW OBSTRUCTED
 BN0795'BY THE STORAGE WATER TANK.  IT IS 1.5 FEET NW OF THE NW EDGE
 BN0795'OF THE TANK.  IT IS STAMPED LEGGETT NO. 2 1935.
 BN0795'
 BN0795'REFERENCE MARK NO. 3 IS SSW OF THE STATION.  IT IS STAMPED
 BN0795'LEGGETT NO. 3 1943.
 BN0795'
 BN0795'THE AZIMUTH MARK IS SE OF THE STATION NEAR A T-FENCE INTERSECTION.
 BN0795'IT IS 22 FEET W OF A GATE AND 2 FEET N OF A FENCE.  IT IS
 BN0795'STAMPED LEGGETT 1935 AZI AND PROJECTS 8 INCHES.
 BN0795'
 BN0795'A LARGE STORAGE WATER TANK, NW OF THE STATION, WAS
 BN0795'LOCATED BY DISTANCE AND DIRECTION.  TANK IS 32.9 FEET IN DIAMETER
 BN0795'AND 5.5 FEET IN HEIGHT.  THERE IS A 1-FOOT BY 1-FOOT CONCRETE
 BN0795'POST IN THE CENTER OF THE TANK AND A 1-INCH BOLT IN THE
 BN0795'CENTER OF THE POST.  POINT LOCATED WAS THE BOLT.
 BN0795'
 BN0795'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 151
 BN0795'AND U.S. HIGHWAY 83, 3.1 MILES S OF MENARD, GO S ON U.S.
 BN0795'HIGHWAY 83 FOR 0.9 MILE TO A GATE ON THE RIGHT.  THEN RIGHT
 BN0795'THROUGH THE GATE AND FOLLOW A GRADED ROCK ROAD FOR 1.1 MILES.
 BN0795'THEN SHARP LEFT ON A NARROW DIRT ROAD FOR 0.1 MILE TO THE
 BN0795'STATION.
 BN0795'
 BN0795'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW A FENCE
 BN0795'SE FOR ABOUT 0.3 MILE TO THE MARK ON THE RIGHT.
 BN0795'
 BN0795'A 50-FOOT SIGNAL AT ELLIS, A 37-FOOT SIGNAL AT LACKEY, A 64-FOOT
 BN0795'SIGNAL AT NEIL, A 64-FOOT SIGNAL AT BENSON, A 64-FOOT SIGNAL
 BN0795'AT MORAS, A 64-FOOT SIGNAL AT SPILLER AND A 64-FOOT SIGNAL
 BN0795'AT BAKER ARE VISIBLE AT 37 FEET.
 BN0795'
 BN0795'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0726 ***********************************************************************
 BL0726  DESIGNATION -  LEGGETT AZ MK
 BL0726  PID         -  BL0726
 BL0726  STATE/COUNTY-  TX/POLK
 BL0726  USGS QUAD   -  NEW WILLARD (1984)
 BL0726
 BL0726                         *CURRENT SURVEY CONTROL
 BL0726  ___________________________________________________________________
 BL0726* NAD 83(1986)-  30 48 12.     (N)    094 52 31.     (W)     SCALED    
 BL0726* NAVD 88     -        72.50   (+/-2cm)     237.9    (feet)  VERTCON   
 BL0726  ___________________________________________________________________
 BL0726  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0726
 BL0726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0726
 BL0726.The horizontal coordinates were scaled from a topographic map and have
 BL0726.an estimated accuracy of +/- 6 seconds.
 BL0726
 BL0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0726.The vertical order pertains to the NGVD 29 superseded value.
 BL0726
 BL0726.The geoid height was determined by GEOID03.
 BL0726
 BL0726;                    North         East    Units  Estimated Accuracy
 BL0726;SPC TX C     - 3,138,820.    1,222,070.      MT  (+/- 180 meters Scaled)
 BL0726
 BL0726                          SUPERSEDED SURVEY CONTROL
 BL0726
 BL0726  NGVD 29 (??/??/92)   72.510  (m)          237.89   (f) ADJ UNCH    2 0
 BL0726
 BL0726.Superseded values are not recommended for survey control.
 BL0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0726.See file dsdata.txt to determine how the superseded data were derived.
 BL0726
 BL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ205093(NAD 83)
 BL0726_MARKER: DZ = AZIMUTH MARK DISK
 BL0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0726_SP_SET: CULVERT
 BL0726_STAMPING: LEGGETT 1949
 BL0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0726
 BL0726  HISTORY     - Date     Condition        Report By
 BL0726  HISTORY     - 1949     MONUMENTED       CGS
 BL0726  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0726
 BL0726                          STATION DESCRIPTION
 BL0726
 BL0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0726'1.2 MI S FROM LEGGETT.
 BL0726'0.1 MILE EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS RAILWAY
 BL0726'STATION AT LEGGETT, THENCE 1.1 MILES SOUTH ALONG U. S. HIGHWAY NO. 59,
 BL0726'0.3 MILE NORTH OF TRIANGULATION STATION LEGGETT 1949, ON THE INSIDE OF
 BL0726'A CURVE WITH TANGENTS LEADING SOUTH AND NORTHWEST, NEAR THE SOUTH END
 BL0726'OF THE WEST HEADWALL OF A CONCRETE CULVERT, 33.3 FEET WEST OF THE
 BL0726'CENTER LINE OF THE HIGHWAY, 1.0 FOOT NORTH OF THE SOUTH END OF THE
 BL0726'HEADWALL, ABOUT 200.0 FEET NORTHEAST OF A FARMHOUSE, SET IN THE TOP OF
 BL0726'THE WEST HEADWALL OF A CONCRETE CULVERT.
 BL0726
 BL0726                          STATION RECOVERY (1997)
 BL0726
 BL0726'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0794 ***********************************************************************
 BN0794  DESIGNATION -  LEGGETT RANCH CEN OPEN STOR TK
 BN0794  PID         -  BN0794
 BN0794  STATE/COUNTY-  TX/MENARD
 BN0794  USGS QUAD   -  SPOON DRAW (1970)
 BN0794
 BN0794                         *CURRENT SURVEY CONTROL
 BN0794  ___________________________________________________________________
 BN0794* NAD 83(1993)-  30 51 28.93234(N)    099 46 31.40191(W)     ADJUSTED  
 BN0794* NAVD 88     -                                                        
 BN0794  ___________________________________________________________________
 BN0794  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BN0794  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BN0794
 BN0794  HORZ ORDER  -  THIRD
 BN0794
 BN0794.The horizontal coordinates were established by classical geodetic methods
 BN0794.and adjusted by the National Geodetic Survey in February 1996..
 BN0794
 BN0794
 BN0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0794
 BN0794.The geoid height was determined by GEOID03.
 BN0794
 BN0794;                    North         East     Units Scale Factor Converg.
 BN0794;SPC TX C     - 3,132,203.038   753,358.430   MT  0.99988486   +0 17 14.5
 BN0794;SPC TX C     -10,276,236.13  2,471,643.45   sFT  0.99988486   +0 17 14.5
 BN0794;UTM  14      - 3,414,126.317   425,866.113   MT  0.99966779   -0 23 51.8
 BN0794
 BN0794                          SUPERSEDED SURVEY CONTROL
 BN0794
 BN0794  NAD 83(1986)-  30 51 28.93950(N)    099 46 31.38731(W) AD(       ) 4
 BN0794  NAD 27      -  30 51 28.30700(N)    099 46 30.13500(W) AD(       ) 3
 BN0794
 BN0794.Superseded values are not recommended for survey control.
 BN0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0794.See file dsdata.txt to determine how the superseded data were derived.
 BN0794
 BN0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2586614126(NAD 83)
 BN0794_MARKER: 51 = TANK
 BN0794
 BN0794  HISTORY     - Date     Condition        Report By
 BN0794  HISTORY     - 1943     FIRST OBSERVED   CGS
 BN0794
 BN0794                          STATION DESCRIPTION
 BN0794
 BN0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0794'THIS TRAVERSE STATION IS LOCATED ABOUT 4 MILES S OF MENARD
 BN0794'ON PROPERTY OF DR. J.A. LEGGETT, ABOUT 0.75 MILE W OF U.S. HIGHWAY
 BN0794'83 AND 0.1 MILE S OF A GRADED ROCK ROAD.
 BN0794'
 BN0794'IT IS A LARGE STORAGE WATER TANK 32.9 FEET IN DIAMETER AND
 BN0794'5.5 FEET IN HEIGHT.  THERE IS A 1-FOOT BY 1-FOOT CONCRETE POST
 BN0794'IN THE CENTER OF THE TANK AND A 1-INCH BOLT IN THE CENTER
 BN0794'OF THE POST.  POINT OBSERVED WAS THE BOLT.
 BN0794'
 BN0794'STATION IS LOCATED BY DISTANCE AND DIRECTION FROM TRIANGULATION
 BN0794'STATION LEGGETT.
 BN0794'
 BN0794'LEGGETT IS DISTANT 28.804 METERS (94.50 FEET) FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0728 ***********************************************************************
 BL0728  DESIGNATION -  LEGGETT RM 1
 BL0728  PID         -  BL0728
 BL0728  STATE/COUNTY-  TX/POLK
 BL0728  USGS QUAD   -  NEW WILLARD (1984)
 BL0728
 BL0728                         *CURRENT SURVEY CONTROL
 BL0728  ___________________________________________________________________
 BL0728* NAD 83(1986)-  30 47 59.     (N)    094 52 34.     (W)     SCALED    
 BL0728* NAVD 88     -        81.99   (+/-2cm)     269.0    (feet)  VERTCON   
 BL0728  ___________________________________________________________________
 BL0728  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0728
 BL0728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0728
 BL0728.The horizontal coordinates were scaled from a topographic map and have
 BL0728.an estimated accuracy of +/- 6 seconds.
 BL0728
 BL0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0728.The vertical order pertains to the NGVD 29 superseded value.
 BL0728
 BL0728.The geoid height was determined by GEOID03.
 BL0728
 BL0728;                    North         East    Units  Estimated Accuracy
 BL0728;SPC TX C     - 3,138,410.    1,222,010.      MT  (+/- 180 meters Scaled)
 BL0728
 BL0728                          SUPERSEDED SURVEY CONTROL
 BL0728
 BL0728  NGVD 29 (??/??/92)   82.002  (m)          269.03   (f) ADJ UNCH    2 0
 BL0728
 BL0728.Superseded values are not recommended for survey control.
 BL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0728.See file dsdata.txt to determine how the superseded data were derived.
 BL0728
 BL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ205089(NAD 83)
 BL0728_MARKER: DR = REFERENCE MARK DISK
 BL0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0728_STAMPING: LEGGETT NO. 1 1949
 BL0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0728+STABILITY: SURFACE MOTION
 BL0728
 BL0728  HISTORY     - Date     Condition        Report By
 BL0728  HISTORY     - 1949     MONUMENTED       CGS
 BL0728  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0728  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0728
 BL0728                          STATION DESCRIPTION
 BL0728
 BL0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0728'1.5 MI S FROM LEGGETT.
 BL0728'0.1 MILE EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS RAILWAY
 BL0728'STATION AT LEGGETT, THENCE 1.4 MILES SOUTH ALONG U. S. HIGHWAY NO. 59,
 BL0728'AT THE SUMMIT OF A HILL, ABOUT 10.0 FEET ABOVE THE HIGHWAY, 78.6 FEET
 BL0728'EAST OF TRIANGULATION STATION LEGGETT 1949, 125.0 FEET NORTHEAST OF
 BL0728'LEGGETT R.M. 2, 139.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BL0728'10.0 FEET NORTH OF THE CENTER LINE OF A GATE LEADING EAST TO A
 BL0728'CEMETERY, 53.3 FEET EAST OF AN 8-INCH OAK WITH A TRIANGULAR BLAZE ON
 BL0728'THE WEST SIDE OF THE TREE, SET IN THE TOP OF A CONCRETE POST
 BL0728'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BL0728
 BL0728                          STATION RECOVERY (1990)
 BL0728
 BL0728'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0728'MARK NOT FOUND.
 BL0728
 BL0728                          STATION RECOVERY (1997)
 BL0728
 BL0728'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0729 ***********************************************************************
 BL0729  DESIGNATION -  LEGGETT RM 2
 BL0729  PID         -  BL0729
 BL0729  STATE/COUNTY-  TX/POLK
 BL0729  USGS QUAD   -  NEW WILLARD (1984)
 BL0729
 BL0729                         *CURRENT SURVEY CONTROL
 BL0729  ___________________________________________________________________
 BL0729* NAD 83(1986)-  30 47 56.     (N)    094 52 39.     (W)     SCALED    
 BL0729* NAVD 88     -        80.86   (+/-2cm)     265.3    (feet)  VERTCON   
 BL0729  ___________________________________________________________________
 BL0729  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0729
 BL0729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0729
 BL0729.The horizontal coordinates were scaled from a topographic map and have
 BL0729.an estimated accuracy of +/- 6 seconds.
 BL0729
 BL0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0729.The vertical order pertains to the NGVD 29 superseded value.
 BL0729
 BL0729.The geoid height was determined by GEOID03.
 BL0729
 BL0729;                    North         East    Units  Estimated Accuracy
 BL0729;SPC TX C     - 3,138,310.    1,221,880.      MT  (+/- 180 meters Scaled)
 BL0729
 BL0729                          SUPERSEDED SURVEY CONTROL
 BL0729
 BL0729  NGVD 29 (??/??/92)   80.873  (m)          265.33   (f) ADJ UNCH    2 0
 BL0729
 BL0729.Superseded values are not recommended for survey control.
 BL0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0729.See file dsdata.txt to determine how the superseded data were derived.
 BL0729
 BL0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ203088(NAD 83)
 BL0729_MARKER: DR = REFERENCE MARK DISK
 BL0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0729_STAMPING: LEGGETT NO. 2 1949
 BL0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0729+STABILITY: SURFACE MOTION
 BL0729
 BL0729  HISTORY     - Date     Condition        Report By
 BL0729  HISTORY     - 1949     MONUMENTED       CGS
 BL0729  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0729  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0729
 BL0729                          STATION DESCRIPTION
 BL0729
 BL0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0729'1.5 MI S FROM LEGGETT.
 BL0729'0.1 MILE EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS RAILWAY
 BL0729'STATION AT LEGGETT, THENCE 1.4 MILES SOUTH ALONG U. S. HIGHWAY NO. 59,
 BL0729'AT THE SUMMIT OF A HILL, ABOUT 10.0 FEET ABOVE THE HIGHWAY, 125.0 FEET
 BL0729'SOUTHWEST OF LEGGETT R.M. 1, 83.5 FEET SOUTH OF TRIANGULATION STATION
 BL0729'LEGGETT 1949, 53.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 45.5
 BL0729'WEST OF THE CENTER LINE OF A WOODS ROAD LEADING NORTHEAST THROUGH A
 BL0729'GATE TO A CEMETERY, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BL0729'FOOT ABOVE THE GROUND.
 BL0729
 BL0729                          STATION RECOVERY (1990)
 BL0729
 BL0729'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0729'MARK NOT FOUND.
 BL0729
 BL0729                          STATION RECOVERY (1997)
 BL0729
 BL0729'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2689 ***********************************************************************
 BY2689  DESIGNATION -  LEGGS
 BY2689  PID         -  BY2689
 BY2689  STATE/COUNTY-  TX/NACOGDOCHES
 BY2689  USGS QUAD   -  DURST LAKES (1983)
 BY2689
 BY2689                         *CURRENT SURVEY CONTROL
 BY2689  ___________________________________________________________________
 BY2689* NAD 83(1993)-  31 36 53.77837(N)    094 53 25.12858(W)     ADJUSTED  
 BY2689* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 BY2689  ___________________________________________________________________
 BY2689  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BY2689  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BY2689
 BY2689  HORZ ORDER  -  SECOND
 BY2689
 BY2689.The horizontal coordinates were established by classical geodetic methods
 BY2689.and adjusted by the National Geodetic Survey in February 1996..
 BY2689
 BY2689.The orthometric height was scaled from a topographic map.
 BY2689
 BY2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2689
 BY2689.The geoid height was determined by GEOID03.
 BY2689
 BY2689;                    North         East     Units Scale Factor Converg.
 BY2689;SPC TX C     - 3,228,613.001 1,216,228.313   MT  0.99993892   +2 48 12.5
 BY2689;SPC TX C     -10,592,541.15  3,990,242.39   sFT  0.99993892   +2 48 12.5
 BY2689;UTM  15      - 3,499,306.704   320,692.861   MT  0.99999655   -0 59 28.3
 BY2689
 BY2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2689!SPC TX C     -   0.99998587  x   0.99993892  =   0.99992479
 BY2689!UTM  15      -   0.99998587  x   0.99999655  =   0.99998242
 BY2689
 BY2689|---------------------------------------------------------------------|
 BY2689| PID    Reference Object                     Distance      Geod. Az  |
 BY2689|                                                           dddmmss.s |
 BY2689| CV7873 LEGGS RM 1                           27.310 METERS 19336     |
 BY2689| CV7874 LEGGS RM 2                           23.180 METERS 32407     |
 BY2689| CV7872 LEGGS AZ MK                                        3312326.3 |
 BY2689|---------------------------------------------------------------------|
 BY2689
 BY2689                          SUPERSEDED SURVEY CONTROL
 BY2689
 BY2689  NAD 83(1986)-  31 36 53.78919(N)    094 53 25.11474(W) AD(       ) 2
 BY2689  NAD 27      -  31 36 53.14400(N)    094 53 24.36000(W) AD(       ) 2
 BY2689
 BY2689.Superseded values are not recommended for survey control.
 BY2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2689.See file dsdata.txt to determine how the superseded data were derived.
 BY2689
 BY2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2069399307(NAD 83)
 BY2689_MARKER: DS = TRIANGULATION STATION DISK
 BY2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2689
 BY2689  HISTORY     - Date     Condition        Report By
 BY2689  HISTORY     - 1948     MONUMENTED       CGS
 BY2689
 BY2689                          STATION DESCRIPTION
 BY2689
 BY2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2689'STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF THE VILLAGE OF
 BY2689'DOUGLASS ALONG FARM ROAD 225 AND NEAR THE NORTHWEST CORNER OF
 BY2689'AN OLD CHURCH YARD.  IT IS 31.5 FEET EAST OF THE CENTER OF THE
 BY2689'FARM ROAD AND 39.5 FEET SOUTH OF A FENCE CORNER.  IT IS STAMPED
 BY2689'LEGGS 1948 AND IS FLUSH WITH THE GROUND.
 BY2689'
 BY2689'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY AND 29.5 FEET WEST
 BY2689'OF THE CENTER OF THE FARM ROAD AND 1 FOOT SOUTHEAST OF A FENCE
 BY2689'CORNER.  IT IS STAMPED LEGGS NO 1 1948 AND PROJECTS 3 INCHES.
 BY2689'
 BY2689'REFERENCE MARK NO. 2 IS 32.5 FEET EAST OF THE CENTER OF THE
 BY2689'FARM ROAD, 1 FOOT WEST OF THE FENCE LINE AND 37 FEET NORTH OF
 BY2689'A FENCE CORNER.  IT IS STAMPED LEGGS NO 2 1948 AND PROJECTS 4
 BY2689'INCHES.
 BY2689'
 BY2689'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 39 FEET WEST OF THE
 BY2689'CENTER OF FARM ROAD 225, 1 FOOT EAST OF THE FENCE LINE AND IS
 BY2689'ACROSS THE ROAD WEST-SOUTHWEST OF A 1-STORY FARM HOUSE.  IT
 BY2689'IS STAMPED LEGGS 1948 AND PROJECTS 4 INCHES.
 BY2689'
 BY2689'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 21 AND FARM ROAD
 BY2689'225 IN THE VILLAGE OF DOUGLASS (14.6 MILES WEST OF NACOGDOCHES),
 BY2689'GO SOUTH ON FARM ROAD 225 FOR 3.4 MILES TO THE AZIMUTH MARK
 BY2689'ON THE RIGHT.  CONTINUE SOUTHERLY FOR 0.4 MILE TO AN OLD CHURCH
 BY2689'BUILDING ON THE LEFT AND THE STATION AS DESCRIBED.
 BY2689'
 BY2689'A 74 FOOT SIGNAL AT WELLS IS VISIBLE AT 50 FEET.
 BY2689'
 BY2689'AN 87 FOOT SIGNAL AT ALTO IS VISIBLE AT 50 FEET.
 BY2689'
 BY2689'A 74 FOOT SIGNAL AT LILBERT IS VISIBLE FROM THE GROUND.
 BY2689'
 BY2689'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0199 ***********************************************************************
 AB0199  CBN         -  This is a Cooperative Base Network Control Station.
 AB0199  TIDAL BM    -  This is a Tidal Bench Mark.
 AB0199  DESIGNATION -  LEGION 2
 AB0199  PID         -  AB0199
 AB0199  STATE/COUNTY-  TX/WILLACY
 AB0199  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0199
 AB0199                         *CURRENT SURVEY CONTROL
 AB0199  ___________________________________________________________________
 AB0199* NAD 83(1993)-  26 33 29.45558(N)    097 25 39.84827(W)     ADJUSTED  
 AB0199* NAVD 88     -         3.4    (meters)      11.     (feet)  GPS OBS   
 AB0199  ___________________________________________________________________
 AB0199  X           -    -738,024.849 (meters)                     COMP
 AB0199  Y           -  -5,661,019.585 (meters)                     COMP
 AB0199  Z           -   2,834,503.770 (meters)                     COMP
 AB0199  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB0199  ELLIP HEIGHT-         -19.48  (meters)          (10/24/00) GPS OBS
 AB0199  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB0199
 AB0199  HORZ ORDER  -  B
 AB0199  ELLP ORDER  -  FOURTH    CLASS II
 AB0199
 AB0199.The horizontal coordinates were established by GPS observations
 AB0199.and adjusted by the National Geodetic Survey in May 1994..
 AB0199
 AB0199.The orthometric height was determined by GPS observations and a
 AB0199.high-resolution geoid model.
 AB0199
 AB0199.This Tidal Bench Mark is designated as VM 3104
 AB0199.by the Center for Operational Oceanographic Products and Services.
 AB0199
 AB0199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB0199
 AB0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0199
 AB0199.The ellipsoidal height was determined by GPS observations
 AB0199.and is referenced to NAD 83.
 AB0199
 AB0199.The geoid height was determined by GEOID03.
 AB0199
 AB0199;                    North         East     Units Scale Factor Converg.
 AB0199;SPC TX S     - 5,099,226.981   406,830.895   MT  0.99992447   +0 29 12.5
 AB0199;SPC TX S     -16,729,713.85  1,334,744.36   sFT  0.99992447   +0 29 12.5
 AB0199;UTM  14      - 2,938,462.265   656,609.387   MT  0.99990281   +0 42 11.2
 AB0199
 AB0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0199!SPC TX S     -   1.00000306  x   0.99992447  =   0.99992753
 AB0199!UTM  14      -   1.00000306  x   0.99990281  =   0.99990587
 AB0199
 AB0199|---------------------------------------------------------------------|
 AB0199| PID    Reference Object                     Distance      Geod. Az  |
 AB0199|                                                           dddmmss.s |
 AB0199| AB0202 LEGION RM 5                          41.785 METERS 00549     |
 AB0199| AB0197 LEGION RESET                         69.042 METERS 02202     |
 AB0199| AB0196 600 RL PT 7+470                      95.850 METERS 06158     |
 AB0199| AB1427 PORT MANSFIELD FRONT RANGE LT       211.041 METERS 09032     |
 AB0199| AB1428 PORT MANSFIELD MUN TANK             357.046 METERS 15828     |
 AB0199| AB1430 382                                 APPROX. 0.6 KM 2020122.0 |
 AB0199| AB1431 PORT MANSFIELD REAR RANGE LT        APPROX. 0.5 KM 2662813.1 |
 AB0199| AB1429 PORT MANSFIELD MUN TANK 2            69.882 METERS 31224     |
 AB0199|---------------------------------------------------------------------|
 AB0199
 AB0199                          SUPERSEDED SURVEY CONTROL
 AB0199
 AB0199  ELLIP H (05/09/94)  -19.32   (m)                       GP(       ) 4 2
 AB0199  NAD 83(1986)-  26 33 29.46934(N)    097 25 39.81286(W) AD(       ) 1
 AB0199  NAD 27      -  26 33 28.23453(N)    097 25 38.88097(W) AD(       ) 1
 AB0199  NGVD 29 (06/28/90)    3.57   (m)           11.7    (f) LEVELING    3  
 AB0199
 AB0199.Superseded values are not recommended for survey control.
 AB0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0199.See file dsdata.txt to determine how the superseded data were derived.
 AB0199
 AB0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5660938462(NAD 83)
 AB0199_MARKER: DS = TRIANGULATION STATION DISK
 AB0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0199_SP_SET: SQUARE CONCRETE MONUMENT
 AB0199_STAMPING: LEGION 2 1969
 AB0199_MARK LOGO: CGS   
 AB0199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0199+STABILITY: SURFACE MOTION
 AB0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0199+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1993
 AB0199
 AB0199  HISTORY     - Date     Condition        Report By
 AB0199  HISTORY     - 1969     MONUMENTED       CGS
 AB0199  HISTORY     - 1969     GOOD             CGS
 AB0199  HISTORY     - 1974     GOOD             NGS
 AB0199  HISTORY     - 1979     GOOD             NGS
 AB0199  HISTORY     - 1980     GOOD             NGS
 AB0199  HISTORY     - 1985     GOOD             NGS
 AB0199  HISTORY     - 19930221 GOOD             NGS
 AB0199
 AB0199                          STATION DESCRIPTION
 AB0199
 AB0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB0199'STATION IS ABOUT 24 MILES EAST-NORTHEAST OF RAYMONDVILLE, AT
 AB0199'THE VILLAGE OF PORT MANSFIELD, ABOUT 0.1 MILE WEST OF WEST
 AB0199'SHORE OF LAGUNA MADRE, ABOUT 0.1 MILE NORTH OF BOAT BASIN,
 AB0199'ALONG THE SOUTH RIGHT-OF-WAY OF F.M. HIGHWAY 497.
 AB0199'
 AB0199'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 186 AND
 AB0199'U.S. HIGHWAY 77 IN RAYMONDVILLE, GO EASTERLY ON STATE HIGHWAY
 AB0199'186 FOR 8.8 MILES TO FARM ROAD 497.  CONTINUE EASTERLY ON
 AB0199'F.M. HIGHWAY 497 FOR 16.2 MILES TO JUNCTION OF F.M. HIGHWAY
 AB0199'606 AND STATION.  TO REACH AZIMUTH MARK FROM STATION, GO WEST
 AB0199'0.35 MILE TO A SIDE ROAD.  TURN LEFT, SOUTH, GO 0.55 MILE TO
 AB0199'A T-ROAD, TURN LEFT, EAST AND NORTH, GO 0.4 MILE TO A ROAD
 AB0199'FORK, KEEP LEFT FORK, NORTH, GO 0.2 MILE TO MARK ON THE LEFT.
 AB0199'
 AB0199'STATION MARKS ARE STANDARD DISKS, STAMPED LEGION 2 1969.
 AB0199'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AB0199'PROJECTS 1 INCH ABOVE GROUND.  IT IS 50 FEET SOUTHEAST OF CENTER
 AB0199'LINE OF HIGHWAY, 310 FEET SOUTHWEST OF THE JUNCTION OF F.M.
 AB0199'HIGHWAY 497 AND 606, 78 FEET NORTHEAST OF CENTER OF A DRIVEWAY
 AB0199'AND 78 FEET SOUTHWEST OF EXTENDED CENTER LINE OF A ROAD LEADING
 AB0199'NORTHWEST.  UNDER GROUND DISK IS SET IN AN IRREGULAR MASS OF
 AB0199'CONCRETE 36 INCHES BELOW SURFACE OF GROUND.
 AB0199'
 AB0199'REFERENCE MARK NO. 5, A STANDARD DISK, STAMPED LEGION 1939
 AB0199'NO. 5 1962, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 AB0199'PROJECTS 6 INCHES.  IT IS 53 FEET NORTHWEST OF CENTER OF THE
 AB0199'HIGHWAY, 22 FEET SOUTHWEST OF A ROAD LEADING NORTHWEST, 240
 AB0199'FEET WEST OF CENTER OF F.M. HIGHWAY 606 AND 3 FEET NORTHWEST
 AB0199'OF A POWER LINE POLE.
 AB0199'
 AB0199'REFERENCE MARK NO. 6, A TEXAS STATE ENGR. DEPT. GALVESTON
 AB0199'USE MARK, STAMPED 600 RL 1950 P.T.7+470, SET IN A ROUND CONCRETE
 AB0199'POST 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS
 AB0199'99 FEET WEST OF THE WEST CORNER OF THE RED FISH MOTEL, 50 FEET
 AB0199'SOUTHEAST OF THE CENTER OF HIGHWAY, AND 1 FOOT SOUTHEAST
 AB0199'OF A METAL WITNESS POST.
 AB0199'
 AB0199'AZIMUTH MARK, A (USE) GALVESTON TEXAS MARK, STAMPED 382 1932,
 AB0199'SET IN A 10 IN X 10 IN CONCRETE POST 2 INCHES BELOW SURFACE
 AB0199'OF GROUND.  IT IS 157 FEET WEST OF CENTER OF BLACK TOP ROAD,
 AB0199'126 FEET SOUTH OF THE THIRD PILING FROM THE CORNER ALONG SOUTH
 AB0199'SIDE OF BOAT BASIN, AND 101 FEET EAST OF THE MOST NORTHERN
 AB0199'ENTRANCE TO WHARF, AND 1.5 FEET WEST OF A METAL WITNESS POST.
 AB0199
 AB0199                          STATION RECOVERY (1969)
 AB0199
 AB0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AB0199'IN PORT MANSFIELD.
 AB0199'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 186 AND U.S. HIGHWAY 77 IN
 AB0199'RAYMONDVILLE, GO EASTERLY ON HIGHWAY 186 FOR 8.8 MILES, THENCE 16.2
 AB0199'MILES EASTERLY ON FARM ROAD 497 TO SITE OF BENCH MARK, 50.0 FEET
 AB0199'SOUTHEAST OF CENTER LINE OF HIGHWAY, 310 FEET SOUTHWEST FROM THE
 AB0199'JUNCTION OF FARM ROADS 497 AND 606, 78 FEET NORTHEAST OF CENTER OF A
 AB0199'DRIVEWAY, 78 FEET SOUTHWEST OF EXTENDED CENTER LINE OF A ROAD LEADING
 AB0199'NORTHWEST, 125.1 FEET EAST OF THE NEAREST EDGE OF A STORAGE TANK, AND
 AB0199'IS AT THE WEST EDGE OF A LOT WHERE STORAGE TANKS ARE LOCATED.  A
 AB0199'STANDARD TRANIGULATION STATION DISK SET IN A 12 X 12 IN. CONCRETE POST
 AB0199'PROJECTING 1 INCH ABOVE SURFACE OF GROUND.  NOTE-- IT IS EXPECTED THE
 AB0199'ORIGINAL MARK WILL BE COVERED BY A BUILDING IN THE NEAR FUTURE.
 AB0199
 AB0199                          STATION RECOVERY (1974)
 AB0199
 AB0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AB0199'THE STATION MARK, AND REFERENCE MARKS NO. 5 AND NO. 6 WERE
 AB0199'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK NO.
 AB0199'382 (U.S.E.) 1939 WAS NOT VISITED.
 AB0199'
 AB0199'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PORT
 AB0199'MANSFIELD
 AB0199
 AB0199                          STATION RECOVERY (1979)
 AB0199
 AB0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB0199'STATION, REFERENCE MARKS 5 AND 6 AND THE AZIMUTH MARK WERE RECOVERED
 AB0199'AND FOUND IN GOOD CONDITION, STATION MARK IS ALONG THE SOUTH SIDE OF
 AB0199'STATE HIGHWAY 497 ON RIGHT-OF-WAY PROPERTY, IT IS 310 FEET
 AB0199'SOUTHWEST OF THE JUNCTIONS OF STATE HIGHWAYS 497 AND 606, 50 FEET
 AB0199'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 497, STAMPED LEGON 2 1969
 AB0199'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  THE 1969 TO REACH IS
 AB0199'ADEQUATE.
 AB0199'
 AB0199'STATION IS IN THE NORTHEAST PART OF PORT MANSFIELD SOUTHWEST OF THE
 AB0199'HIGHEST PART OF TOWN.  ALL MARKS ARE MARKED BY A WITNESS POST AND
 AB0199'SIGN.
 AB0199'
 AB0199'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PORT MANSFIELD.
 AB0199
 AB0199                          STATION RECOVERY (1980)
 AB0199
 AB0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB0199'THE STATION MARK, REFERENCE MARK 5, RL PT 7 470 TXENGR, LEGION 1939
 AB0199'AND THE AZIMUTH MARK 2 WERE RECOVERED IN GOOD CONDITON.  THE
 AB0199'DIRECTIONS TO ALL MARKS CHECKED THE PREVIOUS DATA.  THE DISTANCE
 AB0199'TO RL PT 7 470 TXENGR CHECKED THE PREVIOUS DATA.  THE DISTANCE TO
 AB0199'REFERENCE MARK NO 5 WAS FOUND TO BE 0.10 FEET SHORTER.  A NEW
 AB0199'TRAVERSE CONNECTION WAS MADE FROM LEGION 1939 TO LEGION 2 1969
 AB0199'USING STANDARDIZED TAPES
 AB0199'AND THE DISTANCE WAS FOUND TO BE 0.028 METERS SHORTER THAN THE
 AB0199'PREVIOUS DATA.  ALL MEASUREMENTS WERE DOUBLE CHECKED AND THE
 AB0199'CURRENT DATA WAS FOUND TO BE CORRECT.  A NEW AND COMPLETE
 AB0199'DESCRIPTION FOLLOWS.
 AB0199'
 AB0199'THE STATION IS LOCATED ABOUT 24 MILES EAST-NORTHEAST OF
 AB0199'RAYMONDVILLE, IN THE TOWN OF PORT MANSFIELD, AT THE JUNCTION OF
 AB0199'STATE HIGHWAY 186 AND FARM ROAD 606 AND WITHIN THE RIGHT-OF-WAY
 AB0199'OF HIGHWAY 186.
 AB0199'
 AB0199'TO REACH THE STATION FROM THE JUNCTION OF STATE 186 AND FARM ROAD
 AB0199'606, IN THE TOWN OF PORT MANSFIELD, GO WESTERLY ON HIGHWAY 186
 AB0199'FOR 0.05 MILE AND THE STATION ON THE LEFT AS DESCRIBED.
 AB0199'
 AB0199'THE STATION IS A STANDARD C AND GS DISK
 AB0199'STAMPED---LEGION 2 1969---,
 AB0199'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AB0199'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 AB0199'93 FEET WEST-SOUTHWEST FROM A UTILITY POLE,
 AB0199'77 FEET EAST-NORTHEAST FROM THE CENTER OF WARE STREET,
 AB0199'50 FEET SOUTHEAST FROM THE CENTER OF MANSFIELD DRIVE,
 AB0199'15.6 FEET WEST FROM A FIRE PLUG AND
 AB0199'1.0 FEET NORTHWEST FROM A METAL WITNESS POST.
 AB0199'THE 1969 DATA STATES THE UNDERGROUND MARK IS A STANDARD
 AB0199'C AND GS DISK STAMPED---LEGION 2 1969---,
 AB0199'SET INTO AN IRREGULAR MASS OF CONCRETE
 AB0199'1.0 METERS BELOW THE SURFACE.
 AB0199'
 AB0199'REFERENCE MARK NUMBER 5 IS A STANDARD C AND GS DISK
 AB0199'STAMPED---LEGION NO 5 1939 1962---,
 AB0199'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AB0199'FLUSH WITH GROUND.  IT IS LOCATED
 AB0199'54 FEET NORTHWEST FROM THE CENTER OF MANSFIELD DRIVE,
 AB0199'22 FEET SOUTHWEST FROM THE CENTER OF WHITE DRIVE,
 AB0199'3 FEET NORTHWEST FROM A UTILITY POLE AND
 AB0199'1.7 FEET SOUTH FROM A METAL WITNESS POST.
 AB0199'MARK IS LEVEL WITH STATION.
 AB0199'
 AB0199'REFERENCE MARK NUMBER 6 IS A STANDARD TXENGR DISK,
 AB0199'STAMPED---600 RL 1950 PT 7 470---,
 AB0199'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 AB0199'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 AB0199'98.6 FEET WEST FROM THE NORTHWEST CORNER OF THE RED FISH
 AB0199'MOTEL,
 AB0199'50 FEET SOUTHEAST FROM THE CENTER OF MANSFIELD ROAD AND
 AB0199'1.2 FEET SOUTHEAST FROM A METAL WITNESS POST.
 AB0199'THIS DISK IS SLIGHTLY DEFACED.
 AB0199'
 AB0199'STATION LEGION 1939 IS A STANDARD C AND GS DISK
 AB0199'STAMPED---LEGION 1939 1962---,
 AB0199'SET INTO A SQUARE CONCRETE MONUMENT, 30 CM ON A SIDE
 AB0199'AND RECESSED 45 CM BELOW THE GROUND.  IT IS SURROUNDED
 AB0199'BY AN 18 INCH CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
 AB0199'IT IS LOCATED 145 FEET WEST FROM THE CENTER OF FARM ROAD 606,
 AB0199'78 FEET NORTH FROM THE CENTER OF STATE HIGHWAY 186 AND
 AB0199'60 FEET NORHTWEST FROM A GUYED UTILITY POLE.
 AB0199'THE 1962 DATA STATES THE UNDERGROUND DISK IS A
 AB0199'STANDARD C AND GS DISK STAMPED---LEGION 1939
 AB0199'1962---, SET INTO AN IRREGULAR MASS OF CONCRETE
 AB0199'1.3 METERS BELOW THE SURFACE.
 AB0199'
 AB0199'AZIMUTH MARK NUMBER 2 IS A STANDARD USE DISK
 AB0199'STAMPED---382 1932---,
 AB0199'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A
 AB0199'SIDE, FLUSH WITH THE GROUND.  IT IS LOCATED
 AB0199'157 FEET WEST FROM THE CENTER OF A PAVED ROAD,
 AB0199'125.6 FEET SOUTH FROM THE THIRD PILING FROM THE WEST,
 AB0199'ALONG THE SOUTH SIDE OF A BOAT BASIN,
 AB0199'99.6 FEET EAST-SOUTHEAST FROM THE NORTHERN MOST UTILITY POLE AND
 AB0199'1.1 FEET WEST FROM A METAL WITNESS POST.  TO REACH THE AZIMUTH
 AB0199'MARK FROM THE STATION, GO WESTERLY ON STATE HIGHWAY 186 FOR
 AB0199'0.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY
 AB0199'FOR 0.55 MILE TO A T-ROAD.  TURN LEFT AND GO EAST AND NORTH
 AB0199'FOR 0.4 MILE TO A ROAD FORK.  BEAR LEFT AND GO NORTHERLY FOR
 AB0199'0.2 MILE TO THE END OF THE PAVED ROAD AND THE AZIMUTH MARK
 AB0199'ON THE LEFT AS DESCRIBED.
 AB0199'
 AB0199'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.35 METERS.
 AB0199
 AB0199                          STATION RECOVERY (1985)
 AB0199
 AB0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB0199'THE STATION WAS RECOVERED AT THIS DATE.
 AB0199'THE STATION WAS RECOVERED AS DESCRIBED IN 1980, WITH THESE
 AB0199'EXCEPTIONS, A NEW WITNESS POST WAS SET 0.40 METERS (1.3 FT) EAST OF
 AB0199'THE STATION, THE UTILITY POLE THAT WAS 93 FT AWAY IS GONE.
 AB0199'
 AB0199'A TAPED TRAVERSE WAS MADE TO STATION LEGION 1939 AND A EDM TIE WAS
 AB0199'MADE TO RL PT 7 470 TXENGR.
 AB0199'
 AB0199'DESCRIBED BY J. N. LEONHARDT.
 AB0199
 AB0199                          STATION RECOVERY (1993)
 AB0199
 AB0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AB0199'STATION IS LOCATED ABOUT 65 KM (40.40 MI) NORTH OF BROWNSVILLE, 42 KM
 AB0199'(26.10 MI) NORTHEAST OF HARLINGEN, 33 KM (20.50 MI) EAST OF HIGHWAY
 AB0199'77, IN PORT MANSFIELD ON A FLAT AREA COVERED WITH GRASS IN THE
 AB0199'RIGHT-OF-WAY OF HIGHWAY 186.  OWNERSHIP--TEXAS DEPARTMENT OF
 AB0199'TRANSPORTATION.
 AB0199'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 186 (MANSFIELD DRIVE)
 AB0199'AND SOUTH PORT STREET AT THE SOUTH END OF PORT MANSFIELD, GO NORTH ON
 AB0199'HIGHWAY 186 FOR 1.42 KM (0.90 MI) TO THE STATION ON THE RIGHT JUST
 AB0199'AFTER A PAVED ROAD RIGHT (WARE DRIVE).
 AB0199'STATION IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING 5
 AB0199'CM.  IT IS 15.0 M (49.2 FT) SOUTHEAST FROM THE CENTER OF HIGHWAY 186,
 AB0199'22.7 M (74.5 FT) NORTHEAST FROM THE CENTER OF WARE DRIVE, 12.9 M
 AB0199'(42.3 FT) NORTHEAST FROM POWERPOLE NUMBER A6276, 4.6 M (15.1 FT)
 AB0199'SOUTHWEST FROM A FIRE HYDRANT, 1.8 M (5.9 FT) NORTH-NORTHEAST FROM A
 AB0199'30 CM X 60 CM STEEL WATER-METER COVER, AND 0.4 M (1.3 FT) SOUTHWEST
 AB0199'FROM A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0197 ***********************************************************************
 AB0197  DESIGNATION -  LEGION RESET
 AB0197  PID         -  AB0197
 AB0197  STATE/COUNTY-  TX/WILLACY
 AB0197  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0197
 AB0197                         *CURRENT SURVEY CONTROL
 AB0197  ___________________________________________________________________
 AB0197* NAD 83(1993)-  26 33 31.53494(N)    097 25 38.91214(W)     ADJUSTED  
 AB0197* NAVD 88     -         5.114  (meters)      16.78   (feet)  ADJUSTED  
 AB0197  ___________________________________________________________________
 AB0197  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB0197  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB0197  DYNAMIC HT  -           5.106 (meters)      16.75  (feet)  COMP
 AB0197  MODELED GRAV-     979,077.4   (mgal)                       NAVD 88
 AB0197
 AB0197  HORZ ORDER  -  FIRST
 AB0197  VERT ORDER  -  SECOND    CLASS 0
 AB0197
 AB0197.The horizontal coordinates were established by classical geodetic methods
 AB0197.and adjusted by the National Geodetic Survey in February 1996..
 AB0197
 AB0197.The orthometric height was determined by differential leveling
 AB0197.and adjusted by the National Geodetic Survey in June 1991..
 AB0197
 AB0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0197
 AB0197.The geoid height was determined by GEOID03.
 AB0197
 AB0197.The dynamic height is computed by dividing the NAVD 88
 AB0197.geopotential number by the normal gravity value computed on the
 AB0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0197.degrees latitude (g = 980.6199 gals.).
 AB0197
 AB0197.The modeled gravity was interpolated from observed gravity values.
 AB0197
 AB0197;                    North         East     Units Scale Factor Converg.
 AB0197;SPC TX S     - 5,099,291.191   406,856.258   MT  0.99992439   +0 29 13.0
 AB0197;SPC TX S     -16,729,924.52  1,334,827.57   sFT  0.99992439   +0 29 13.0
 AB0197;UTM  14      - 2,938,526.568   656,634.508   MT  0.99990291   +0 42 11.7
 AB0197
 AB0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0197!SPC TX S     -   1.00000279  x   0.99992439  =   0.99992718
 AB0197!UTM  14      -   1.00000279  x   0.99990291  =   0.99990570
 AB0197
 AB0197|---------------------------------------------------------------------|
 AB0197| PID    Reference Object                     Distance      Geod. Az  |
 AB0197|                                                           dddmmss.s |
 AB0197| AB0200 LEGION RM 1                          33.900 METERS 09551     |
 AB0197| CV2577 LEGION RM 3                                        10233     |
 AB0197| AB0196 600 RL PT 7+470                      61.677 METERS 10753     |
 AB0197| AB1427 PORT MANSFIELD FRONT RANGE LT       196.514 METERS 10936     |
 AB0197| CV2575 LEGION AZ MK 2                                     1363234.5 |
 AB0197| CV2578 LEGION RM 4                                        15213     |
 AB0197| AB1428 PORT MANSFIELD MUN TANK             409.835 METERS 1650755.3 |
 AB0197| AB1423 LEGION RM                            11.692 METERS 17748     |
 AB0197| AB1430 382                                 APPROX. 0.7 KM 2020129.2 |
 AB0197| AB0199 LEGION 2                             69.042 METERS 20202     |
 AB0197| AB0201 LEGION RM 2                          42.193 METERS 22110     |
 AB0197| AB0195 PI 274                              328.851 METERS 22358     |
 AB0197| AB0202 LEGION RM 5                          31.205 METERS 22400     |
 AB0197| AB1429 PORT MANSFIELD MUN TANK 2            79.329 METERS 25743     |
 AB0197| AB1420 PT 275 USE 1939                     364.167 METERS 28009     |
 AB0197| CV2576 LEGION RM 2 RESET                                  32327     |
 AB0197|---------------------------------------------------------------------|
 AB0197
 AB0197                          SUPERSEDED SURVEY CONTROL
 AB0197
 AB0197  NAD 83(1986)-  26 33 31.54900(N)    097 25 38.87678(W) AD(       ) 1
 AB0197  NAD 27      -  26 33 30.31400(N)    097 25 37.94500(W) AD(       ) 1
 AB0197  NGVD 29 (??/??/92)    5.180  (m)           16.99   (f) ADJ UNCH    2 0
 AB0197
 AB0197.Superseded values are not recommended for survey control.
 AB0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0197.See file dsdata.txt to determine how the superseded data were derived.
 AB0197
 AB0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5663538527(NAD 83)
 AB0197_MARKER: DS = TRIANGULATION STATION DISK
 AB0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0197_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB0197_STAMPING: LEGION 1939
 AB0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0197+STABILITY: SURFACE MOTION
 AB0197
 AB0197  HISTORY     - Date     Condition        Report By
 AB0197  HISTORY     - 1962     MONUMENTED       CGS
 AB0197  HISTORY     - 1950     GOOD             NGS
 AB0197  HISTORY     - 1964     GOOD             CGS
 AB0197  HISTORY     - 1969     GOOD             CGS
 AB0197  HISTORY     - 1974     GOOD             NGS
 AB0197  HISTORY     - 1979     GOOD             NGS
 AB0197  HISTORY     - 1980     GOOD             NGS
 AB0197  HISTORY     - 1984     GOOD             NGS
 AB0197  HISTORY     - 1985     GOOD             NGS
 AB0197
 AB0197                          STATION DESCRIPTION
 AB0197
 AB0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SEU)
 AB0197'THE STATION SURFACE AND UNDERGROUND MARKS, REFERENCE MARKS
 AB0197'NO.-2 RESET 1949, 3 1939 1949, 4 1939 1949, AND AZIMUTH MARK
 AB0197'NO. 382 (USE) WERE RECOVERED IN GOOD CONDITION.
 AB0197'
 AB0197'AT THE REQUEST OF THE WILLACY COUNTY NAVIGATION DISTRICT,
 AB0197'THE STATION MARKS WERE LOWERED FOR THE DIRT TO BE MOVED INTO
 AB0197'LOW PLACES TO LEVEL GROUND FOR A HOUSE SITE.  A NEW REFERENCE
 AB0197'MARK NO. 5 WAS SET.  A TEXAS ENGINEERS DEPARTMENT MARK WAS
 AB0197'USED FOR A REFERENCE MARK.  REFERENCE MARKS 2 RESET 1949,
 AB0197'3 1939-1949, 4 1939-1949 WERE DESTROYED AND THE DISKS WERE
 AB0197'SALVAGED.
 AB0197'
 AB0197'A NEW DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 24
 AB0197'MILES EAST-NORTHEAST OF RAYMONDVILLE, AT THE VILLAGE OF
 AB0197'PORT MANSFIELD, ALONG THE WEST SHORE OF LAGUNA MADRE, ABOUT
 AB0197'0.1 MILE NORTH OF THE BOAT BASIN, ON PROPERTY OWNED BY THE
 AB0197'WILLACY COUNTY NAVIGATION DISTRICT.
 AB0197'
 AB0197'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 186
 AB0197'AND U.S. HIGHWAY 77 IN RAYMONDVILLE, GO EASTERLY ON STATE
 AB0197'HIGHWAY 186 FOR 8.8 MILES TO FARM ROAD 497.  CONTINUE EASTERLY
 AB0197'ON FARM ROAD 497 FOR 16.2 MILES TO THE JUNCTION OF FARM ROADS
 AB0197'497 AND 606 AND THE STATION.  TO REACH THE AZIMUTH MARK, GO
 AB0197'WEST ON FARM ROAD 497 FOR 0.35 MILE TO SIDE ROAD ON THE LEFT.
 AB0197'TURN LEFT, SOUTH, GO 0.55 MILE TO A T-ROAD.  TURN LEFT, EAST
 AB0197'AND NORTH, GO 0.4 MILE TO A ROAD FORK, KEEP LEFT FORK, NORTH,
 AB0197'GO 0.2 MILE TO AZIMUTH MARK ON THE LEFT.
 AB0197'
 AB0197'STATION MARKS ARE STANDARD DISKS STAMPED LEGION 1939 1962.
 AB0197'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 AB0197'WHICH WILL BE ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 AB0197'THE TOP OF MARK WAS SET LEVEL WITH FARM ROAD 497.  IT IS 78.5
 AB0197'FEET NORTH OF THE CENTER OF FARM ROAD 497, 147 FEET OF THE
 AB0197'CENTER OF FARM ROAD 606, 59.5 FEET NORTHWEST OF A GUYED
 AB0197'POWERLINE POLE, AND 1.7 FEET SOUTHEAST OF A METAL WITNESS POST.
 AB0197'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AB0197'40 INCHES BELOW THE SURFACE MARK.
 AB0197'
 AB0197'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED LEGION NO 5
 AB0197'1939 1962, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 AB0197'6 INCHES.  IT IS 53 FEET NORTH OF THE CENTER OF FARM ROAD 497,
 AB0197'240 FEET WEST OF THE CENTER OF FARM ROAD 606, 13 FEET WEST
 AB0197'OF A HIGHWAY RIGHT-OF-WAY MARKER, AND 3 FEET NORTH OF A
 AB0197'POWERLINE POLE.
 AB0197'
 AB0197'REFERENCE MARK NO. 6, A TEXAS STATE ENGR. DEPT., GALVESTON
 AB0197'TEXAS, MARK STAMPED 600 RL 1950 P.T. 7+470, IS SET IN A
 AB0197'ROUND CONCRETE POST, 12 INCHES IN DIAMETER AND PROJECTS 2
 AB0197'INCHES.  IT IS 99 FEET WEST OF THE NORTHWEST CORNER OF THE
 AB0197'RED FISH MOTEL, 50 FEET SOUTH OF THE CENTER OF FARM ROAD
 AB0197'497, 35 FEET SOUTHEAST OF ROAD SIGN POSTS MARKING FARM ROADS
 AB0197'497 AND 606, AND 16 FEET SOUTHWEST OF A SEWER TILE.
 AB0197'
 AB0197'AZIMUTH MARK, A (USE) GALVESTON TEXAS MARK STAMPED 382 1932,
 AB0197'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2 INCHES.
 AB0197'IT IS 157 FEET WEST OF THE CENTER OF BLACK-TOP ROAD, 126 FEET
 AB0197'SOUTH OF THE THIRD PILING FROM THE WEST WHICH IS ALONG THE
 AB0197'SOUTH SIDE OF BOAT BASIN, AND 101 FEET EAST OF THE SOUTHEAST
 AB0197'POST OF THE MOST NORTHERN RAMP ONTO THE PIER.
 AB0197
 AB0197                          STATION RECOVERY (1950)
 AB0197
 AB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB0197'IN PORT MANSFIELD.
 AB0197'STATION RECOVERED IN GOOD CONDITION.  CHANGES NECESSITATE A NEW
 AB0197'DESCRIPTION.  THE STATION IS LOCATED AT PORT MANSFIELD, 25.0 MILES E.
 AB0197'OF RAYMONDVILLE.  STATION IS 0.1 MILE W. OF W. BANK OF LAGUNA MADRE,
 AB0197'ON TOP OF THE HIGHEST RIDGE IN THE VICINITY, 88 FT. N. OF THE
 AB0197'CENTERLINE OF THE NEW HIGHWAY, 8 FT. E. OF THE PORT MANSFIELD
 AB0197'DEDICATION MONUMENT, 100 FT. S. OF THE S. EDGE OF A LAGOON AND 3 FT.
 AB0197'E. OF A WITNESS POST.  A STANDARD TRIANGULATION STATION DISK STAMPED
 AB0197'LEGION 1939 IN TOP OF A 12 INCH CONCRETE MONUMENT, PROJECTING 4
 AB0197'INCHES.
 AB0197
 AB0197                          STATION RECOVERY (1964)
 AB0197
 AB0197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 AB0197'STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS FOUND UNDER
 AB0197'ABOUT 2 FT OF FILL.  R.M. 5 WAS RECOVERED IN GOOD CONDITION.
 AB0197'FLAG POLE AND MONUMENT HAVE BEEN MOVED TO HARBORMASTER OFFICE
 AB0197'AREA.
 AB0197
 AB0197                          STATION RECOVERY (1969)
 AB0197
 AB0197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB0197'THE STATION MARK, REFERENCE MARKS NO. 5, NO. 6 AND AZIMUTH
 AB0197'MARK WERE RECOVERED IN GOOD CONDITION.  AT REQUEST OF HARBOR
 AB0197'MASTER A NEW STATION WAS SET TO CLEAR THE AREA FOR FUTURE
 AB0197'CONSTRUCTION.  THE STATION MARK WILL PROBABLY BE UNDER A
 AB0197'BUIDING IN THE FUTURE.
 AB0197'
 AB0197'STATION LEGION 2 WAS SET ON LINE TOWARDS THE AZIMUTH MARK.
 AB0197'ITS POSITION DETERMINED BY A TRAVERSE CONNECTION FROM LEGION.
 AB0197'DISTANCE BEGING 69.069 METERS (226.60 FEET) SOUTHWEST OF STATION
 AB0197'LEGION.
 AB0197'
 AB0197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PORT
 AB0197'MANSFIELD
 AB0197
 AB0197                          STATION RECOVERY (1974)
 AB0197
 AB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AB0197'THE STATION MARK, AND REFERENCE MARKS NO. 5 AND NO. 6 WERE
 AB0197'RECOVERED IN GOOD CONDITION.  THE STATION SITE HAS NOT BEEN
 AB0197'GRADED AS PROPOSED IN 1969.  THE STATION MARK WHICH IS ABOUT
 AB0197'24-INCHES BELOW GROUND SURFACE IS NOW PROTECTED BY A ROUND
 AB0197'CONCRETE CASING THAT IS FLUSH WITH THE GROUND SURFACE AND
 AB0197'COVERED WITH TWO CIRCULAR PLYWOOD COVERS.  THE AZIMUTH MARK
 AB0197'NO. 382 (U.S.E.) 1939 WAS NOT VISITED.
 AB0197'
 AB0197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PORT
 AB0197'MANSFIELD.
 AB0197
 AB0197                          STATION RECOVERY (1979)
 AB0197
 AB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB0197'STATION, REFERENCE MARKS 5 AND 6 AND THE AZIMUTH MARK WAS RECOVERED
 AB0197'AND FOUND IN GOOD CONDITION, THE STATION MARK IS ABOUT 18 INCHES
 AB0197'BELOW THE SURFACE OF THE GROUND, MARKED BY A WITNESS POST AND SIGN,
 AB0197'MARK COVERED BY BOARDS.  ALL MARKS ARE MARKED BY WITNESS POST,
 AB0197'LOCATED IN THE TOWN OF PORT MANSFIELD.
 AB0197'
 AB0197'LEGION 2 WAS ESTABLISHED IN 1969 BY L. F. S., AS ARE REQUEST OF THE
 AB0197'HARBOR MASTER OF PORT MANSFIELD FOR FUTURE CONSTRUCTION.
 AB0197'CONSTRUCTION HAS NOT STARTED AS OF THE TIME STATION WAS VISITED.
 AB0197'LEGION 1939 IS ON THE HIGHEST PART OF GROUND IN PORT MANSFIELD.
 AB0197'
 AB0197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PORT MANSFIELD.
 AB0197
 AB0197                          STATION RECOVERY (1980)
 AB0197
 AB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB0197'THE STATION MARK, REFERENCE MARK NUMBER 5, RL PT 7 470 TXENGR,
 AB0197'LEGION 2 1969 AND AZIMUTH MARK 382 1932 WERE RECOVERED
 AB0197'GOOD CONDITION.  THE DIRECTIONS TO ALL MARKS CHECKED THE PREVIOUS
 AB0197'DATA.  THE DISTANCE FROM THE STATION TO RL PT 7 470 TXENGR
 AB0197'CHECKED THE PREVIOUS DATA.  THE DISTANCES TO REFERENCE MARK
 AB0197'NUMBER 5 AND BETWEEN REFERENCE MARK NUMBER 5 AND RL PT 7 470
 AB0197'TXENGR DIFFERED FROM PREVIOUS DATA.  BOTH DISTANCES WERE LONGER.
 AB0197'FROM LEGION 1939 TO REFERENCE MARK NUMBER 5, BY 0.017 METERS OR
 AB0197'0.05 FEET AND FROM REFERENCE MARK NUMBER 5 TO RL PT 7 470
 AB0197'TXENGR, BY 0.8 FEET.  A NEW TRAVERSE CONNECTION WAS MADE TO
 AB0197'TRIANGULATION STATION LEGION 2 1969 USING STANDARDIZED TAPES.
 AB0197'THE DISTANCE WAS 0.028 METERS SHORTER THAN THE PREVIOUS DATA.
 AB0197'DUE TO LARGE DIFFERENCES IN THE DISTANCES BETWEEN THE PREVIOUS
 AB0197'DATA AND THE CURRENT MEASUREMENTS, ALL MEASUREMENTS WERE DOUBLE
 AB0197'CHECKED AND THE CURRENT DATA WAS FOUND TO BE CORRECT.  FOLLOWING
 AB0197'IS A NEW AND COMPLETE DESCRIPTION.
 AB0197'
 AB0197'THE STATION IS LOCATED ABOUT 24 MILES EAST-NORTHEAST OF
 AB0197'RAYMONDVILLE, IN THE TOWN OF PORT MANSFIELD, AT THE JUNCTION OF
 AB0197'STATE HIGHWAY 186 AND FARM ROAD 606 ON PROPERTY OWNED BY THE
 AB0197'WILLACY COUNTY NAVIGATION DISTRICT.
 AB0197'
 AB0197'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 186 AND
 AB0197'FARM ROAD 606 IN THE TOWN OF PORT MANSFIELD, GO WESTERLY ON
 AB0197'HIGHWAY 186 FOR 0.05 MILE OR ABOUT 145 FEET TO THE STATION ON
 AB0197'THE RIGHT AS DESCRIBED.
 AB0197'
 AB0197'THE STATION IS A STANDARD C AND GS DISK
 AB0197'STAMPED---LEGION 1939 1962---,
 AB0197'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AB0197'RECESSED 45 CM BELOW THE GROUND.  IT IS LOCATED
 AB0197'145 FEET WEST FROM THE CENTER OF FARM ROAD 606,
 AB0197'78 FEET NORTH FROM THE CENTER OF STATE HIGHWAY 186 AND
 AB0197'60 FEET NORTHWEST FROM A UTILITY POLE.  AN 18 INCH DIAMETER
 AB0197'CONCRETE PIPE SURROUNDS THE MONUMENT, WHICH IS FLUSH WITH THE
 AB0197'GROUND.
 AB0197'THE 1962 DATA STATES THE UNDERGROUND MARK IS A
 AB0197'STANDARD C AND GS DISK STAMPED---LEGION 1939 1962---,
 AB0197'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AB0197'
 AB0197'REFERENCE MARK NUMBER 5 IS A STANDARD C AND GS DISK
 AB0197'STAMPED---LEGION NO 5 1939 1962---,
 AB0197'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AB0197'FLUSH WITH GROUND.  IT IS LOCATED
 AB0197'54 FEET NORTHWEST FROM THE CENTER OF MANSFIELD DRIVE,
 AB0197'22 FEET SOUTHWEST FROM THE CENTER OF WHITE DRIVE,
 AB0197'3.0 FEET NORTHWEST FROM A UTILITY POLE AND
 AB0197'1.7 FEET SOUTH FROM A METAL WITNESS POST.
 AB0197'MARK IS LEVEL WITH STATION.
 AB0197'
 AB0197'REFERENCE MARK NUMBER 6 IS A STANDARD TXENGR DISK
 AB0197'STAMPED---600 RL 1950 PT 7 470---,
 AB0197'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 41 CM IN DIAMETER
 AB0197'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 AB0197'98.6 FEET WEST FROM THE NORTHWEST CORNER OF THE RED FISH MOTEL,
 AB0197'50 FEET SOUTH FROM THE CENTER OF MANSFIELD ROAD AND
 AB0197'1.2 FEET SOUTHEAST FROM A METAL WITNESS POST.
 AB0197'MARK IS LEVEL WITH STATION AND THE DISK IS SLIGHTY
 AB0197'DEFACED.
 AB0197'
 AB0197'STATION LEGION 2 1969 IS A STANDARD C AND GS DISK
 AB0197'STAMPED---LEGION 2 1969---,
 AB0197'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AB0197'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 AB0197'77 FEET EAST-NORTHEAST FROM THE CENTER OF WARE STREET,
 AB0197'50 FEET SOUTH FROM THE CENTER OF MANSFIELD ROAD,
 AB0197'15.6 FEET WEST FROM A FIRE PLUG AND
 AB0197'1.0 FEET NORTHWEST FROM A METAL WITNESS POST.
 AB0197'THE 1969 DATA STATES THE UNDERGROUND MARK IS A
 AB0197'STANDARD C AND GS DISK STAMPED---LEGION 2 1969---,
 AB0197'SET INTO AN IRREGULAR MASS OF CONCRETE ABOUT 1.0 METER BELOW
 AB0197'THE GROUND.
 AB0197'
 AB0197'AZIMUTH MARK 382 1932 IS A STANDARD USE DISK
 AB0197'STAMPED---382 1932---,
 AB0197'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AB0197'FLUSH WITH GROUND.  IT IS LOCATED
 AB0197'157 FEET WEST FROM THE CENTER OF A PAVED ROAD,
 AB0197'125.6 FEET SOUTH FROM THE THIRD PILING FROM THE WEST ALONG THE
 AB0197'SOUTH SIDE OF A BOAT BASIN,
 AB0197'99.6 FEET EAST-SOUTHEAST FROM THE NORTHERN MOST UTILITY POLE AND
 AB0197'1.1 FEET WEST FROM A METAL WITNESS POST.
 AB0197'TO REACH AZIMUTH MARK 382 1932 FROM THE STATION PROCEED
 AB0197'WESTERLY ON STATE
 AB0197'HIGHWAY 186 FOR 0.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 AB0197'SOUTHERLY FOR 0.55 MILE TO A T-ROAD.  TURN LEFT AND GO EAST AND
 AB0197'NORTH FOR 0.4 MILE TO A ROAD FORK.  BEAR LEFT AND NORTHERLY FOR
 AB0197'0.2 MILE TO THE END OF PAVED ROAD AND THE MARK ON THE LEFT AS
 AB0197'DESCRIBED.
 AB0197'
 AB0197'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 16.6 METERS.
 AB0197
 AB0197                          STATION RECOVERY (1984)
 AB0197
 AB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AB0197'EXCEPT THAT THE AREA HAS BEEN COVERED WITH SPOIL LEAVING THE MARK
 AB0197'ABOUT 1/2 METER BELOW GROUND. A 60-CM CONCRETE PIPE FLUSH WITH THE
 AB0197'GROUND HAS BEEN SET AROUND THE MARK. AREA IS NOW A VACANT LOT IN
 AB0197'LAWN. NEW MEASUREMENTS WERE NOT TAKEN BUT THE 1949 DATA MATCHES THE
 AB0197'1980 HORIZONTAL DATA.
 AB0197
 AB0197                          STATION RECOVERY (1985)
 AB0197
 AB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB0197'THE STATION WAS RECOVERED AT THIS DATE.
 AB0197'THE STATION MARK, REFERENCE MARK 5, RL PT 7 470 TXENGR AND LEGION 2
 AB0197'1969 WERE RECOVERED IN GOOD CONDITION, THE AZIMUTH MARK 382 1932
 AB0197'USE WAS NOT RECOVERED AND IS APPARENTLY DESTROYED. COMPARED TO THE
 AB0197'1980 DATA, THE DIRECTIONS AND DISTANCES TO ALL MARKS WERE
 AB0197'FAVORABLE, EXCEPT THE TAPED TRAVERSE DISTANCE TO LEGION 2 1969,
 AB0197'WHICH WAS LONGER BY 0.013 METERS, THIS WAS CHECKED AND VERIFIED. A
 AB0197'NEW DESCRIPTIONS FOLLOWS.
 AB0197'
 AB0197'THE STATION IS LOCATED ABOUT 38.4 KM (24 MI)
 AB0197'EAST-NORTHEAST OF RAYMONDVILLE, IN PORT MANSFIELD, AT THE JUNCTION
 AB0197'OF STATE HIGHWAY 186 AND FARM ROAD 606 AND ACROSS THE ROAD (EAST
 AB0197'SIDE) FROM A GREEN BALL SHAPED WATER TANK.
 AB0197'OWNERSHIP--GLAZE REALTY, 701 BAYSHORE DRIVE, PORT MANSFIELD TX
 AB0197'78598, PHONE 512-944-2355.
 AB0197'
 AB0197'TO REACH THE STATION FROM THE END OF STATE HIGHWAY 186 AT THE
 AB0197'EDGE IN PORT MANSFIELD, GO WESTERLY ON HIGHWAY 186 FOR 0.2 KM (0.1
 AB0197'MI) TO THE STATION ON RIGHT AS DESCRIBED.
 AB0197'
 AB0197'THE STATION IS A STANDARD USC+GS DISK
 AB0197'STAMPED---LEGION 1939 1962---,
 AB0197'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AB0197'30 CM ON SIDE RECESSED 45 CM BELOW GROUND.  LOCATED
 AB0197'44.2 METERS (145 FT) WEST FROM THE APPROXIMATE CENTER OF FARM ROAD
 AB0197'606,
 AB0197'23.8 METERS (78 FT) NORTH FROM THE APPROXIMATE CENTER OF STATE
 AB0197'HIGHWAY 186,
 AB0197'18.3 METERS (60 FT) NORTHWEST FROM A UTILITY POLE AND
 AB0197'0.37 METERS (1.2 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 AB0197'THE UNDERGROUND MARK IS A STANDARD USC+GS DISK
 AB0197'STAMPED---LEGION 1939 1962---,
 AB0197'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AB0197'
 AB0197'REFERENCE MARK NO. 5 IS A STANDARD USC+GS DISK
 AB0197'STAMPED---LEGION NO 5 1939 1962---,
 AB0197'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AB0197'25 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 AB0197'16.5 METERS (54 FT) NORTH FROM THE APPROXIMATE CENTER OF STATE
 AB0197'HIGHWAY 186,
 AB0197'5.6 METERS (18.5 FT) WEST FROM THE APPROXIMATE CENTER OF WHITE
 AB0197'DRIVE,
 AB0197'0.9 METER (3.0 FT) NORTH FROM A UTILITY POLE AND
 AB0197'0.3 METER (1.0 FT) EAST FROM A METAL WITNESS POST.
 AB0197'MARK IS LEVEL WITH THE STATION.
 AB0197'
 AB0197'RL PT 7 470 TXENGR IS A STANDARD TXENGR DISK
 AB0197'STAMPED---600 RL 1950 PT 7+470---,
 AB0197'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB0197'40 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 AB0197'30.0 METERS (98.6 FT) WEST FROM THE NORTHWEST CORNER OF THE RED
 AB0197'FISH MOTEL,
 AB0197'15.2 METERS (50 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF STATE
 AB0197'HIGHWAY 186,
 AB0197'0.43 METER (1.4 FT) EAST FROM A NEW WITNESS POST AND
 AB0197'0.37 METER (1.2 FT) SOUTHEAST FROM AN OLD WITNESS POST.
 AB0197'MARK IS 0.5 METER BELOW THE STATION.
 AB0197'
 AB0197'LEGION 2 1969 IS A STANDARD USC+GS DISK
 AB0197'STAMPED---LEGION 2 1969---,
 AB0197'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AB0197'25 CM ON SIDE PROJECTING 3 CM ABOVE GROUND.  LOCATED
 AB0197'23.5 METERS (77 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 AB0197'WARE STREET,
 AB0197'15.2 METERS (50 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 AB0197'STATE HIGHWAY 186,
 AB0197'4.8 METERS (15.6 FT) WEST FROM A FIRE PLUG AND
 AB0197'0.40 METER (1.3 FT) WEST FROM A METAL WITNESS POST.
 AB0197'MARK IS 0.68 METER BELOW THE STATION.
 AB0197'
 AB0197'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 AB0197'
 AB0197'A TAPED TRAVERSE WAS MADE TO STATION LEGION 2 1969.
 AB0197'
 AB0197'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 AB0197'
 AB0197'DESCRIBED BY J. N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1423 ***********************************************************************
 AB1423  DESIGNATION -  LEGION RM
 AB1423  PID         -  AB1423
 AB1423  STATE/COUNTY-  TX/WILLACY
 AB1423  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1423
 AB1423                         *CURRENT SURVEY CONTROL
 AB1423  ___________________________________________________________________
 AB1423* NAD 83(1993)-  26 33 31.15532(N)    097 25 38.89595(W)     ADJUSTED  
 AB1423* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1423  ___________________________________________________________________
 AB1423  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB1423  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB1423
 AB1423  HORZ ORDER  -  SECOND
 AB1423
 AB1423.The horizontal coordinates were established by classical geodetic methods
 AB1423.and adjusted by the National Geodetic Survey in February 1996..
 AB1423
 AB1423.The orthometric height was scaled from a topographic map.
 AB1423
 AB1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1423
 AB1423.The geoid height was determined by GEOID03.
 AB1423
 AB1423;                    North         East     Units Scale Factor Converg.
 AB1423;SPC TX S     - 5,099,279.512   406,856.806   MT  0.99992440   +0 29 13.0
 AB1423;SPC TX S     -16,729,886.20  1,334,829.37   sFT  0.99992440   +0 29 13.0
 AB1423;UTM  14      - 2,938,514.892   656,635.099   MT  0.99990291   +0 42 11.7
 AB1423
 AB1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1423!SPC TX S     -   1.00000282  x   0.99992440  =   0.99992722
 AB1423!UTM  14      -   1.00000282  x   0.99990291  =   0.99990573
 AB1423
 AB1423                          SUPERSEDED SURVEY CONTROL
 AB1423
 AB1423  NAD 83(1986)-  26 33 31.16939(N)    097 25 38.86059(W) AD(       ) 2
 AB1423  NAD 27      -  26 33 29.93400(N)    097 25 37.92900(W) AD(       ) 2
 AB1423
 AB1423.Superseded values are not recommended for survey control.
 AB1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1423.See file dsdata.txt to determine how the superseded data were derived.
 AB1423
 AB1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5663538515(NAD 83)
 AB1423_MARKER: DD = SURVEY DISK
 AB1423_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB1423+WITH SETTING: PAVEMENT
 AB1423
 AB1423  HISTORY     - Date     Condition        Report By
 AB1423  HISTORY     - 1949     MONUMENTED       CGS
 AB1423
 AB1423                          STATION DESCRIPTION
 AB1423
 AB1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AB1423'AN UNSTAMPED USE MARK (GALVESTON OFFICE) IS SOUTH OF THE
 AB1423'STATION.  IT HAS A 15-FOOT WOODEN TOWER ERECTED OVER THE MARK.
 AB1423'THE DISK IS SET FLUSH IN A SLAB OF CONCRETE.
 AB1423'
 AB1423'TO REACH STATION LEGION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AB1423'AND STATE ROUTE 186, JUST EAST OF THE DEPOT IN RAYMONDVILLE,
 AB1423'GO EAST ON STATE ROUTE 186 FOR 9.0 MILE TO POINT WHERE THE
 AB1423'HIGHWAY TURNS LEFT (NORTH), CONTINUE STRAIGHT AHEAD ON MACADAM
 AB1423'ROAD FOR 1.3 MILES TO END OF PAVEMENT, CONTINUE EAST AND
 AB1423'NORTH ON DIRT ROAD TO A T-ROAD ON THE RIGHT, TURN RIGHT AND
 AB1423'GO EASTERLY ON HARDSURFACE AND DIRT ROAD FOR 12.6 MILES TO A
 AB1423'FORK, (TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT
 AB1423'AND GO 0.55 MILE TO A T-ROAD LEFT, TURN LEFT AND GO 0.15
 AB1423'MILE TO THE USE MARK ON THE LEFT AS DESCRIBED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2733 ***********************************************************************
 CS2733  DESIGNATION -  LEGUIZAMON
 CS2733  PID         -  CS2733
 CS2733  STATE/COUNTY-  TX/ELLIS
 CS2733  USGS QUAD   -  BOZ (1978)
 CS2733
 CS2733                         *CURRENT SURVEY CONTROL
 CS2733  ___________________________________________________________________
 CS2733* NAD 83(1993)-  32 22 17.44691(N)    096 59 14.42814(W)     ADJUSTED  
 CS2733* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 CS2733  ___________________________________________________________________
 CS2733  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 CS2733  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CS2733
 CS2733  HORZ ORDER  -  SECOND
 CS2733
 CS2733.The horizontal coordinates were established by classical geodetic methods
 CS2733.and adjusted by the National Geodetic Survey in February 1996..
 CS2733
 CS2733.The orthometric height was scaled from a topographic map.
 CS2733
 CS2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2733
 CS2733.The geoid height was determined by GEOID03.
 CS2733
 CS2733;                    North         East     Units Scale Factor Converg.
 CS2733;SPC TXNC     - 2,079,186.327   742,343.443   MT  0.99994255   +0 49 30.0
 CS2733;SPC TXNC     - 6,821,463.81  2,435,505.11   sFT  0.99994255   +0 49 30.0
 CS2733;UTM  14      - 3,583,397.394   689,352.591   MT  1.00004216   +1 04 40.5
 CS2733
 CS2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2733!SPC TXNC     -   0.99996606  x   0.99994255  =   0.99990862
 CS2733!UTM  14      -   0.99996606  x   1.00004216  =   1.00000822
 CS2733
 CS2733|---------------------------------------------------------------------|
 CS2733| PID    Reference Object                     Distance      Geod. Az  |
 CS2733|                                                           dddmmss.s |
 CS2733| CY1476 LEGUIZAMON RM 1                      26.731 METERS 01928     |
 CS2733| CY1477 LEGUIZAMON RM 2                      28.761 METERS 26411     |
 CS2733| CY1475 LEGUIZAMON AZ MK                                   3165727.3 |
 CS2733| CS2735 ROYAL RANCH WATER TANK              APPROX. 4.5 KM 3504906.3 |
 CS2733|---------------------------------------------------------------------|
 CS2733
 CS2733                          SUPERSEDED SURVEY CONTROL
 CS2733
 CS2733  NAD 83(1986)-  32 22 17.45343(N)    096 59 14.40895(W) AD(       ) 2
 CS2733  NAD 27      -  32 22 16.93900(N)    096 59 13.39800(W) AD(       ) 2
 CS2733
 CS2733.Superseded values are not recommended for survey control.
 CS2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2733.See file dsdata.txt to determine how the superseded data were derived.
 CS2733
 CS2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8935383397(NAD 83)
 CS2733_MARKER: DS = TRIANGULATION STATION DISK
 CS2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2733
 CS2733  HISTORY     - Date     Condition        Report By
 CS2733  HISTORY     - 1948     MONUMENTED       CGS
 CS2733  HISTORY     - 1958     GOOD             USGS
 CS2733
 CS2733                          STATION DESCRIPTION
 CS2733
 CS2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2733'LOCATED ABOUT 5 MILES NORTH OF MAYPEARL AND 8-1/2 MILE WEST
 CS2733'OF WAXAHACHIE.  IT IS ABOUT 100 YARDS SOUTH OF AN ABANDONED
 CS2733'FARMHOUSE, 48 FEET NORTH OF THE SOUTH RIGHT-OF-FENCE LINE
 CS2733'OF AN UNUSED GRADED ROAD, 15.4 FEET SOUTHEAST OF A WHITE
 CS2733'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 CS2733'IS STAMPED LEGUIZAMON 1948.
 CS2733'
 CS2733'REFERENCE MARK NO. 1 IS 87.70 FEET SOUTH OF THE STATION AND
 CS2733'ABOUT 121 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE OF
 CS2733'THE ABOVE MENTIONED UNUSED ROAD.  THE MARK PROJECTS ABOUT 1
 CS2733'INCH AND THE DISK IS STAMPED LEGUIZAMON NO 1 1948.
 CS2733'
 CS2733'REFERENCE MARK NO. 2 IS 94.36 FEET WEST OF THE STATION, 30
 CS2733'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE OF THE ROAD AND
 CS2733'IN THE APPARENT NORTH RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 CS2733'6 INCHES AND THE DISK IS STAMPED LEGUIZAMON NO 2 1948.
 CS2733'
 CS2733'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.2 MILE NORTHWEST OF
 CS2733'THE STATION, 15 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 CS2733'NORTH-SOUTH ROAD, 3 FEET SOUTH OF A WHITE WITNESS POST AND
 CS2733'1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE LINE.  THE MARK
 CS2733'PROJECTS 4 INCHES AND THE DISK IS STAMPED LEGUIZAMON 1948.
 CS2733'
 CS2733'TO REACH THE STATION FROM THE POST OFFICE IN WAXAHACHIE GO
 CS2733'SOUTH FOR 0.2 MILE (PASSING THE RAILROAD STATION ON THE LEFT)
 CS2733'TO A ROAD TO THE WEST.  TURN RIGHT OR WEST, UNDER THE HIGHWAY
 CS2733'OVERPASS, AND GO 8.4 MILE TO A CROSSROAD.  TURN RIGHT OR NORTH
 CS2733'AND GO 1.1 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO 0.1
 CS2733'MILE TO T-INTERSECTION, HENCE LEFT OR NORTH FOR 0.7 MILE TO A
 CS2733'RIGHT-ANGLE TURN TO THE LEFT.  AND GATE.  CONTINUE STRAIGHT
 CS2733'AHEAD THRU THE GATE THENCE RIGHT TO TOP OF DIVIDE AND THE
 CS2733'STATION SITE AS DESCRIBED ABOVE, A DISTANCE OF 0.1 MILE.
 CS2733'
 CS2733'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED ABOVE, GO
 CS2733'WEST FOR 0.2 MILE TO A T-INTERSECTION.  TURN RIGHT OR NORTH
 CS2733'AND GO 0.2 MILE TO THE MARK ON THE RIGHT.
 CS2733'
 CS2733'A 77 FOOT SIGNAL AT ESKRIDGE 1937 VISIBLE FROM THE GROUND.
 CS2733'
 CS2733'A 103 FOOT SIGNAL AT WAXAHACHIE VISIBLE AT 60 FEET.
 CS2733'
 CS2733'A 103 FOOT SIGNAL AT ONION VISIBLE FROM THE GROUND.
 CS2733'
 CS2733'A 103 FOOT SIGNAL AT CHAMBERS VISIBLE FROM THE GROUND.
 CS2733'
 CS2733'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2733
 CS2733                          STATION RECOVERY (1958)
 CS2733
 CS2733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2733'STATION IS LOCATED ABOUT 5 MI. N. OF MAYPEARL AND 8-1/2 MI.
 CS2733'W. OF WAXAHACHIE.  IT IS ABOUT 450 FT. S. OF A FARMHOUSE,
 CS2733'28 FT. N. AND 441 FT. E. OF T-RD. JCT., 44 FT. N. OF A FENCE,
 CS2733'15.4 FT. NE. OF A WHITE WITNESS POST, A STD. DISK STAMPED
 CS2733'LEQUIZAMON 1948 SET IN TOP OF A CONCRETE POST ABOUT 0.2 FT.
 CS2733'UNDERGROUND.
 CS2733'
 CS2733'R.M. 1 WAS SEARCHED FOR AND NOT FOUND
 CS2733'
 CS2733'R.M. 2 IS 94.36 FT. W. OF THE STATION AND 30 FT. N. OF A FENCE,
 CS2733'A STD. DISK STAMPED LEQUIZAMON NO. 2 1948 SET IN TOP OF A
 CS2733'CONCRETE POST PROJ. 0.5 FT.  TO REACH FROM THE POST OFFICE IN
 CS2733'WAXAHACHIE, TEXAS, GO S. FOR 0.2 MI., TURN RIGHT AND GO W.
 CS2733'ALONG FARM ROAD 1446 FOR 8.4 MI. TO CROSSROAD, TURN RIGHT
 CS2733'AND GO N. FOR 1.9 MI. TO T-RD.  STATION IS LOCATED TO THE
 CS2733'E. AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0734 ***********************************************************************
 BN0734  DESIGNATION -  LEHMANN
 BN0734  PID         -  BN0734
 BN0734  STATE/COUNTY-  TX/GILLESPIE
 BN0734  USGS QUAD   -  CHERRY SPRING (1967)
 BN0734
 BN0734                         *CURRENT SURVEY CONTROL
 BN0734  ___________________________________________________________________
 BN0734* NAD 83(1993)-  30 27 22.87009(N)    099 04 55.12490(W)     ADJUSTED  
 BN0734* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 BN0734  ___________________________________________________________________
 BN0734  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 BN0734  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BN0734
 BN0734  HORZ ORDER  -  FIRST
 BN0734
 BN0734.The horizontal coordinates were established by classical geodetic methods
 BN0734.and adjusted by the National Geodetic Survey in February 1996..
 BN0734
 BN0734.The orthometric height was scaled from a topographic map.
 BN0734
 BN0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0734
 BN0734.The geoid height was determined by GEOID03.
 BN0734
 BN0734;                    North         East     Units Scale Factor Converg.
 BN0734;SPC TX C     - 3,088,217.384   820,170.915   MT  0.99992668   +0 38 40.3
 BN0734;SPC TX C     -10,131,926.53  2,690,844.08   sFT  0.99992668   +0 38 40.3
 BN0734;UTM  14      - 3,369,357.554   492,129.727   MT  0.99960076   -0 02 29.6
 BN0734
 BN0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0734!SPC TX C     -   0.99990562  x   0.99992668  =   0.99983231
 BN0734!UTM  14      -   0.99990562  x   0.99960076  =   0.99950642
 BN0734
 BN0734|---------------------------------------------------------------------|
 BN0734| PID    Reference Object                     Distance      Geod. Az  |
 BN0734|                                                           dddmmss.s |
 BN0734| CV5481 LEHMANN RM 2                         18.241 METERS 01504     |
 BN0734| BN0723 LOYAL                               APPROX.14.5 KM 0202304.5 |
 BN0734| BN0722 LOYAL MTN MICROWE RADIO MAST        APPROX.14.8 KM 0224030.9 |
 BN0734| CV5480 LEHMANN RM 1                          9.965 METERS 10606     |
 BN0734| CV5479 LEHMANN AZ MK                                      2335330.5 |
 BN0734|---------------------------------------------------------------------|
 BN0734
 BN0734                          SUPERSEDED SURVEY CONTROL
 BN0734
 BN0734  NAD 83(1986)-  30 27 22.87990(N)    099 04 55.11168(W) AD(       ) 1
 BN0734  NAD 27      -  30 27 22.18900(N)    099 04 53.93300(W) AD(       ) 1
 BN0734
 BN0734.Superseded values are not recommended for survey control.
 BN0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0734.See file dsdata.txt to determine how the superseded data were derived.
 BN0734
 BN0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9213069358(NAD 83)
 BN0734_MARKER: DS = TRIANGULATION STATION DISK
 BN0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0734
 BN0734  HISTORY     - Date     Condition        Report By
 BN0734  HISTORY     - 1935     MONUMENTED       CGS
 BN0734  HISTORY     - 1937     GOOD             TXHD
 BN0734  HISTORY     - 1948     GOOD             TXHD
 BN0734  HISTORY     - 1956     GOOD             CGS
 BN0734  HISTORY     - 19930804 MARK NOT FOUND   USPSQD
 BN0734
 BN0734                          STATION DESCRIPTION
 BN0734
 BN0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0734'STATION IS LOCATED 9-1/2 MILES SSW OF LOYAL VALLEY, ABOUT 6
 BN0734'MILES WSW OF CHERRY SPRINGS, ABOUT 3/4 MILE N OF THE CHERRY
 BN0734'SPRINGS-DOSS ROAD, ON A NW-SE HIGH RIDGE OVERLOOKING THE TOWN
 BN0734'OF DOSS, ON THE SUMMIT OF THE HIGHEST POINT OF THE RIDGE N
 BN0734'OF THE ABOVE ROAD, IN PASTURE LAND OWNED BY CHARLIE LEHMAN.
 BN0734'THE STATION SITE HILL HAS DEFINITE SHARP HIGH POINT.  THE MARK
 BN0734'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE.
 BN0734'
 BN0734'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 BN0734'DISKS SET IN CONCRETE.
 BN0734'
 BN0734'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 BN0734'HOLES IN OUTCROPPING BEDROCK.
 BN0734'
 BN0734'REFERENCE MARK NO. 1 IS SW OF STATION.
 BN0734'
 BN0734'REFERENCE MARK NO. 2 IS NNE OF STATION.
 BN0734'
 BN0734'AZIMUTH MARK IS SW OF STATION.  TO REACH AZIMUTH FROM THE
 BN0734'TRIANGULAR BLAZED OAK TREE BY GOING W 1.3 MILES TO MARK ON
 BN0734'RIGHT, 18 FEET N OF CENTER LINE OF ROAD, 1 FOOT N OF FENCE,
 BN0734'IN EDGE OF CULTIVATED FIELD, PROJECTING ABOUT 6 INCHES ABOVE
 BN0734'THE SURFACE OF THE GROUND.
 BN0734'
 BN0734'STATION IS REACHED FROM THE W.B. THOMPSON CONOCO FILLING
 BN0734'STATION, IN LOYAL VALLEY BY GOING S ON U.S. HIGHWAY 385, FOR
 BN0734'6.3 MILES TO A CROSS ROAD AT THE S EDGE OF THE TOWN OF CHERRY
 BN0734'SPRINGS.  THERE IS A SMALL CEMETERY IN A WHITE PICKET FENCE TO
 BN0734'THE RIGHT, TURN SHARP RIGHT W ON SIDE ROAD AND GO 0.55 MILE
 BN0734'TO ROAD FORKS IMMEDIATELY AFTER PASSING THROUGH CATTLE GUARD,
 BN0734'TAKE LEFT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 2.0 MILES TO
 BN0734'A T-ROAD, KEEP LEFT AND FOLLOW MAIN ROAD FOR 0.85 MILE TO ROAD
 BN0734'FORK, KEEP MAIN LEFT FORK AND GO 1.05 MILES TO ROAD FORKS
 BN0734'AT UNPAINTED SCHOOLHOUSE TO RIGHT, TAKE RIGHT FORK W AND
 BN0734'FOLLOW MAIN ROAD FOR 1.8 MILES TO TOP OF STEEP GRADE WITH
 BN0734'TRIANGULAR BLAZE ON SMALL OAK TO LEFT S OF ROAD.  THE
 BN0734'STATION IS ABOUT 3/4 MILE A LITTLE W OF N.
 BN0734'
 BN0734'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 BN0734
 BN0734                          STATION RECOVERY (1937)
 BN0734
 BN0734'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0734'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BN0734'DESCRIPTION SATISFACTORY.
 BN0734
 BN0734                          STATION RECOVERY (1948)
 BN0734
 BN0734'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1948
 BN0734'LETTER OF MR. W.D. DOCKERY, DIST. ENGR., TEXAS HWY. DEPT.,
 BN0734'AUSTIN, TEXAS, DATED SEPT. 9, 1948--
 BN0734'
 BN0734'THE AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 BN0734'
 BN0734'REFERENCE MARK DISK STAMPED LEHMANN 1935 AZI RECEIVED AT THIS
 BN0734'OFFICE 9/27/48.
 BN0734
 BN0734                          STATION RECOVERY (1956)
 BN0734
 BN0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0734'THE STATION AND REFERENCE MARK WERE RECOVERED, AS DESCRIBED, IN
 BN0734'GOOD CONDITION AND THE DISTANCES AND DIRECTIONS CHECKED.  THE
 BN0734'AZIMUTH MARK WAS NOT RECOVERED AND IS PRESUMED TO HAVE BEEN
 BN0734'DESTROYED BY ROAD CONSTRUCTION.  NO SUITABLE SPOT COULD BE FOUND
 BN0734'FOR THE ESTABLISHMENT OF A NEW AZIMUTH MARK.  A NEW TRUCK
 BN0734'ROUTE TO THE STATION FOLLOWS.
 BN0734'
 BN0734'TO REACH FROM THE POST OFFICE AT FREDERICKSBURG.  GO WESTERLY,
 BN0734'ON U.S. HIGHWAY 87 FOR 9.6 MILES.  TURN LEFT, ONTO FARM ROAD
 BN0734'648, AND GO SOUTHWEST FOR 6.45 MILES.  TURN RIGHT, ONTO A
 BN0734'GRADED ROAD, AND GO NORTHWEST FOR 0.95 MILE.  TURN LEFT AND GO
 BN0734'SOUTH FOR 0.95 MILE.  PASS THROUGH THE RANCH YARD AND CONTINUE
 BN0734'SOUTH FOR 0.2 MILE.  TURN RIGHT, ONTO A ROCKY TRACK ROAD, AND
 BN0734'GO WESTERLY FOR 0.9 MILE.  PASS THROUGH A WIRE GATE AND FOLLOW
 BN0734'TO THE SOUTH OF A WIRE FENCE FOR 0.6 MILE.  TURN LEFT AND
 BN0734'FOLLOW THE CREST OF THE RIDGE SOUTHEASTERLY FOR 0.4 MILE TO THE
 BN0734'HIGH GROUND AND THE STATION.
 BN0734'
 BN0734'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 BN0734
 BN0734                          STATION RECOVERY (1993)
 BN0734
 BN0734'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0716 ***********************************************************************
 BN0716  DESIGNATION -  LEIFESTE ET
 BN0716  PID         -  BN0716
 BN0716  STATE/COUNTY-  TX/MASON
 BN0716  USGS QUAD   -  FLY GAP (1982)
 BN0716
 BN0716                         *CURRENT SURVEY CONTROL
 BN0716  ___________________________________________________________________
 BN0716* NAD 83(1993)-  30 45 54.25464(N)    099 07 20.09354(W)     ADJUSTED  
 BN0716* NAVD 88     -       473.7    (meters)    1554.     (feet)  VERTCON   
 BN0716  ___________________________________________________________________
 BN0716  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BN0716  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 BN0716
 BN0716  HORZ ORDER  -  THIRD
 BN0716
 BN0716.The horizontal coordinates were established by classical geodetic methods
 BN0716.and adjusted by the National Geodetic Survey in February 1996..
 BN0716
 BN0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0716
 BN0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0716
 BN0716.The geoid height was determined by GEOID03.
 BN0716
 BN0716;                    North         East     Units Scale Factor Converg.
 BN0716;SPC TX C     - 3,122,394.673   815,931.354   MT  0.99989020   +0 37 25.6
 BN0716;SPC TX C     -10,244,056.52  2,676,934.78   sFT  0.99989020   +0 37 25.6
 BN0716;UTM  14      - 3,403,572.728   488,300.928   MT  0.99960169   -0 03 45.1
 BN0716
 BN0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0716!SPC TX C     -   0.99992918  x   0.99989020  =   0.99981939
 BN0716!UTM  14      -   0.99992918  x   0.99960169  =   0.99953090
 BN0716
 BN0716:                Primary Azimuth Mark                     Grid Az
 BN0716:SPC TX C     -  SMITH                                    236 39 05.5
 BN0716:UTM  14      -  SMITH                                    237 20 16.2
 BN0716
 BN0716|---------------------------------------------------------------------|
 BN0716| PID    Reference Object                     Distance      Geod. Az  |
 BN0716|                                                           dddmmss.s |
 BN0716| BN0725 SMITH                               APPROX.12.7 KM 2371631.1 |
 BN0716|---------------------------------------------------------------------|
 BN0716
 BN0716                          SUPERSEDED SURVEY CONTROL
 BN0716
 BN0716  NAD 83(1986)-  30 45 54.26413(N)    099 07 20.07895(W) AD(       ) 3
 BN0716  NAD 27      -  30 45 53.63175(N)    099 07 18.89146(W) AD(       ) 3
 BN0716  NGVD 29 (07/19/86)  473.6    (m)         1554.     (f) VERT ANG       
 BN0716
 BN0716.Superseded values are not recommended for survey control.
 BN0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0716.See file dsdata.txt to determine how the superseded data were derived.
 BN0716
 BN0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV8830103573(NAD 83)
 BN0716_MARKER: DD = SURVEY DISK
 BN0716_SETTING: 66 = SET IN ROCK OUTCROP
 BN0716_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 BN0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0716+STABILITY: POSITION/ELEVATION WELL
 BN0716
 BN0716  HISTORY     - Date     Condition        Report By
 BN0716  HISTORY     - 1961     MONUMENTED       USGS
 BN0716
 BN0716                          STATION DESCRIPTION
 BN0716
 BN0716'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BN0716'LOCATED ABOUT 6.8 MI. (AIRLINE) E. OF MASON, TEXAS, AND 2.0 MI.
 BN0716'(AIRLINE) N. OF ART, TEXAS, ON PROMINENT HILL OVERLOOKING WILLOW
 BN0716'CREEK TO W.
 BN0716'
 BN0716'TO REACH STATION FROM COURTHOUSE AT MASON, TEXAS, DRIVE E. ALONG STATE
 BN0716'HIGHWAY 29 7 MI. TO ART, TEXAS, TURN N. ONTO DIRT RD. LEADING N. AND
 BN0716'GO 1.9 MI. TO TRACK RD. LEADING W. (ABOUT 0.2 MI. N. OF LEIFESTE
 BN0716'HOUSE), TURN W. AND FOLLOW TRACK RD. 0.6 MI. TO WINDMILL, WHERE RD.
 BN0716'VEERS ABRUPTLY TO S., CONTINUE SOUTHERLY ALONG TRACK RD. 0.2 MI. TO
 BN0716'SADDLE AND END OF TRUCK TRAVEL, PACK W. TO TOP OF HILL AND STATION,
 BN0716'5 MINUTE PACK.
 BN0716'
 BN0716'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN BEDROCK,
 BN0716'STAMPED ---LEIFESTE-ET 1961---.
 BN0716'
 BN0716'REFERENCE MARK NO. 1--CHISELED CROSS ON TOP OF ROCK LEDGE, 25.43 FT.,
 BN0716'N 59 DEG E.
 BN0716'
 BN0716'REFERENCE MARK NO. 2--CHISELED CROSS NEAR CENTER OF ROCK OUTCROP,
 BN0716'19.25 FT., S 38 DEG 08 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1409 ***********************************************************************
 AB1409  DESIGNATION -  LEIGH
 AB1409  PID         -  AB1409
 AB1409  STATE/COUNTY-  TX/WILLACY
 AB1409  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1409
 AB1409                         *CURRENT SURVEY CONTROL
 AB1409  ___________________________________________________________________
 AB1409* NAD 83(1993)-  26 34 02.36608(N)    097 16 44.71488(W)     ADJUSTED  
 AB1409* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 AB1409  ___________________________________________________________________
 AB1409  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AB1409  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AB1409
 AB1409  HORZ ORDER  -  FIRST
 AB1409
 AB1409.The horizontal coordinates were established by classical geodetic methods
 AB1409.and adjusted by the National Geodetic Survey in February 1996..
 AB1409
 AB1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1409
 AB1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1409
 AB1409.The geoid height was determined by GEOID03.
 AB1409
 AB1409;                    North         East     Units Scale Factor Converg.
 AB1409;SPC TX S     - 5,100,374.294   421,630.645   MT  0.99992325   +0 33 15.5
 AB1409;SPC TX S     -16,733,478.00  1,383,299.87   sFT  0.99992325   +0 33 15.5
 AB1409;UTM  14      - 2,939,665.354   671,404.834   MT  0.99996273   +0 46 11.5
 AB1409
 AB1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1409!SPC TX S     -   1.00000239  x   0.99992325  =   0.99992564
 AB1409!UTM  14      -   1.00000239  x   0.99996273  =   0.99996512
 AB1409
 AB1409|---------------------------------------------------------------------|
 AB1409| PID    Reference Object                     Distance      Geod. Az  |
 AB1409|                                                           dddmmss.s |
 AB1409| AB1730 CITY SERVICE MARK                     9.108 METERS 08946     |
 AB1409| AB1408 CITY SERVICE MARK                     5.205 METERS 08954     |
 AB1409| AB1407 N J 4 500 USE                       APPROX. 0.9 KM 1051336.1 |
 AB1409| CV2579 LEIGH RM 1                           15.134 METERS 17003     |
 AB1409| AB1428 PORT MANSFIELD MUN TANK             APPROX.14.7 KM 2644752.7 |
 AB1409|---------------------------------------------------------------------|
 AB1409
 AB1409                          SUPERSEDED SURVEY CONTROL
 AB1409
 AB1409  NAD 83(1986)-  26 34 02.38231(N)    097 16 44.68018(W) AD(       ) 1
 AB1409  NAD 27      -  26 34 01.14559(N)    097 16 43.76440(W) AD(       ) 1
 AB1409  NGVD 29 (07/19/86)    7.5    (m)           25.     (f) VERT ANG       
 AB1409
 AB1409.Superseded values are not recommended for survey control.
 AB1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1409.See file dsdata.txt to determine how the superseded data were derived.
 AB1409
 AB1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7140539665(NAD 83)
 AB1409_MARKER: DS = TRIANGULATION STATION DISK
 AB1409_SETTING: 0 = UNSPECIFIED SETTING
 AB1409_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1409
 AB1409  HISTORY     - Date     Condition        Report By
 AB1409  HISTORY     - 1980     MONUMENTED       NGS
 AB1409  HISTORY     - 1985     GOOD             NGS
 AB1409
 AB1409                          STATION DESCRIPTION
 AB1409
 AB1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB1409'THE STATION IS LOCATED ABOUT 67 MILES SOUTH OF THE
 AB1409'RANGER STATION AT PADRE ISLAND STATE PARK,
 AB1409'10 MILES EAST OF PORT MANSFIELD, ON PADRE ISLAND,
 AB1409'AT THE NORTH SIDE OF THE EAST END OF THE PORT
 AB1409'MANSFIELD CUT.
 AB1409'
 AB1409'TO REACH THE STATION FROM THE WEST END OF THE STONE BREAKWATER
 AB1409'ON THE NORTH SIDE OF THE EAST END OF THE PORT MANSFIELD CUT, GO
 AB1409'NORTH ALONG THE BEACH FOR 0.1 MILE.  TURN LEFT AND GO WEST FOR
 AB1409'0.1 MILE TO THE STATION ON TOP OF A SAND DUNE AS DESCRIBED.
 AB1409'THE BREAKWATER WAS REACHED FROM PORT MANSFIELD BY BOAT AT
 AB1409'THIS TIME AND THE FOUR-WHEEL DRIVE VEHICLE WAS DRIVEN
 AB1409'DOWN THE BEACH FROM THE RANGER STATION AT THE PADRE
 AB1409'ISLAND STATE PARK.  THE DISTANCE WAS
 AB1409'APPROXIMATELY 67 MILES.
 AB1409'
 AB1409'THE STATION IS A STANDARD NGS DISK
 AB1409'STAMPED---LEIGH 1980---,
 AB1409'SET IN CONCRETE AT THE CENTER OF A 6-1/2 INCH DIAMETER STEEL PIPE,
 AB1409'4-1/2 FEET LONG, IMBEDDED IN THE GROUND AND SURROUNDED BY A MASS
 AB1409'OF CONCRETE.  THE PIPE PROJECTS 4 INCHES ABOVE THE GROUND.
 AB1409'IT IS LOCATED
 AB1409'52.0 FEET NORTH-NORTHWEST FROM A 4-INCH DIAMETER WOOD WITNESS
 AB1409'POST,
 AB1409'17.3 FEET SOUTHWEST FROM A 4-INCH DIAMETER WOOD WITNESS POST AND
 AB1409'4.5 FEET SOUTH FROM A 4-INCH DIAMETER WOOD WITNESS POST.
 AB1409'
 AB1409'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 AB1409'STAMPED---LEIGH NO 1 1980---,
 AB1409'SET IN CONCRETE AT THE CENTER OF A 6-1/2 INCH DIAMETER STEEL PIPE,
 AB1409'4-1/2 FEET LONG IMBEDDED IN THE GROUND AND SURROUNDED BY A MASS
 AB1409'OF CONCRETE.  THE PIPE PROJECT 6 INCHES ABOVE THE GROUND.
 AB1409'IT IS LOCATED
 AB1409'58.2 FEET SOUTH FROM A 4-INCH DIAMETER WOOD WITNESS POST,
 AB1409'49.5 FEET SOUTHEAST FROM A 4-INCH DIAMETER WOOD WITNESS POST AND
 AB1409'3.3 FEET NORTHWEST FROM A 4-INCH DIAMETER WOOD WITNESS POST.
 AB1409'MARK IS LEVEL WITH STATION.
 AB1409'
 AB1409'CITY SERVICE MARK, IS A STEEL PLUG, SET INTO THE TOP OF
 AB1409'A INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 AB1409'THIS MARK WAS USE FOR A REFERENCE MARK FOR TRIANGULATION
 AB1409'STATION LEIGH.
 AB1409'IT IS LOCATED
 AB1409'50 FEET NORTH FROM A 4-INCH DIAMETER WOOD WITNESS POST,
 AB1409'17 FEET EAST FROM A 4-INCH DIAMETER WOOD WITNESS POST AND
 AB1409'7 FEET SOUTHEAST FROM A 4-INCH DIAMETER WOOD WITNESS POST.
 AB1409'MARK IS LEVEL WITH STATION.
 AB1409'
 AB1409'AZIMUTH MARK NUMBER 1 IS A STANDARD USE DISK
 AB1409'THIS MARK IS UNSTAMPED, AND IS DESIGNATED N J 4 500 USE,
 AB1409'BY THE U.S. ARMY CORP OF ENGINEERS,
 AB1409'SET INTO A DRILL HOLE IN A 4 FOOT BY 3 FOOT GRANITE BLOCK.
 AB1409'NO LOCATION MEASUREMENTS WERE MADE TO THIS MARK.
 AB1409'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST FOR 0.1
 AB1409'MILE TO THE BEACH.  TURN RIGHT AND GO SOUTH ALONG BEACH FOR 0.1
 AB1409'MILE TO A STONE BREAKWATER.  FROM HERE PACK EASTERLY ON STONE
 AB1409'BREAKWATER FOR 0.5 MILE TO THE END OF BREAKWATER AND THE MARK.
 AB1409'
 AB1409'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.5 METERS.
 AB1409
 AB1409                          STATION RECOVERY (1985)
 AB1409
 AB1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1409'THE STATION WAS RECOVERED AT THIS DATE.
 AB1409'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 AB1409'CONDITION. THE CONCRETE POST FOR THE CITY SERVICE MARK WAS
 AB1409'RECOVERED BUT THE DISK WAS MISSING. THE AZIMUTH MARK WAS SEARCHED
 AB1409'FOR DILIGENTLY BUT WAS NOT RECOVERED. A NEW DESCRIPTION FOLLOWS.
 AB1409'
 AB1409'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) EAST OF PORT MANSFIELD,
 AB1409'NEAR THE WEST END OF THE NORTH JETTY AT THE PORT MANSFIELD SHIP
 AB1409'CHANNEL THROUGH PADRE ISLAND.
 AB1409'OWNERSHIP--DEPARTMENT OF THE INTERIOR, PADRE ISLAND NATIONAL
 AB1409'SEASHORE, FLOUR BLUFF HEADQUARTERS, 9405 S PADRE ISLAND DR, PHONE
 AB1409'512-937-2621.
 AB1409'
 AB1409'TO REACH THE STATION FROM THE U.S. COAST GUARD STATION IN PORT
 AB1409'MANSFIELD, GO EAST BY BOAT FOR ABOUT 14.5 KM (9 MI) TO THE NORTH
 AB1409'JETTY OF THE PORT MANSFIELD CHANNEL THROUGH PADRE ISLAND, THE BOAT
 AB1409'WAS LANDED ON A SMALL SANDY BEACH AT THE WEST END OF THE JETTY AND
 AB1409'THEN PACK NORTHWEST ABOUT 450 METERS (1476 FT) TO THE STATION ON A
 AB1409'HIGH DUNE.
 AB1409'
 AB1409'THE STATION IS A STANDARD NGS DISK
 AB1409'STAMPED---LEIGH 1980---,
 AB1409'SET INTO CONCRETE AT THE CENTER OF A METAL PIPE SURROUNDED BY
 AB1409'CONCRETE, WITH THE DIAMETER OF 20 CM AND PROJECTING 20 CM ABOVE
 AB1409'GROUND. LOCATED
 AB1409'5.49 METERS (18.0 FT) NORTH-NORTHWEST FROM THE HIGH POINT OF THE
 AB1409'DUNE.
 AB1409'
 AB1409'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AB1409'STAMPED---LEIGH 1980 NO 1---,
 AB1409'SET INTO CONCRETE IN THE CENTER OF A METAL PIPE SURROUNDED BY
 AB1409'CONCRETE WITH THE DIAMETER OF 20 CM AND PROJECTING 25 CM ABOVE
 AB1409'GROUND. LOCATED
 AB1409'10.06 METERS (33 FT) SOUTH FROM THE HIGH POINT OF A GRASS COVERED
 AB1409'DUNE.
 AB1409'MARK IS 0.2 METER ABOVE THE STATION.
 AB1409'
 AB1409'THE CITY SERVICE MARK IS A METAL STEM
 AB1409'THAT IS ---UNSTAMPED---,
 AB1409'SET INTO THE CENTER OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 AB1409'FLUSH WITH GROUND. LOCATED
 AB1409'5.49 METERS (18 FT) NORTHEAST FROM THE HIGH POINT OF A GRASS
 AB1409'COVERED DUNE.
 AB1409'MARK IS 0.1 METER BELOW THE STATION.
 AB1409'
 AB1409'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 AB1409'
 AB1409'AN EDM TIE WAS MADE TO STATIONS LEGION 1939 AND 011 USE.
 AB1409'
 AB1409'DESCRIBED BY C. E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1068 ***********************************************************************
 CR1068  DESIGNATION -  LEIGH
 CR1068  PID         -  CR1068
 CR1068  STATE/COUNTY-  TX/HARRISON
 CR1068  USGS QUAD   -  SCOTTSVILLE (1978)
 CR1068
 CR1068                         *CURRENT SURVEY CONTROL
 CR1068  ___________________________________________________________________
 CR1068* NAD 83(1993)-  32 34 02.71326(N)    094 08 21.64141(W)     ADJUSTED  
 CR1068* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 CR1068  ___________________________________________________________________
 CR1068  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CR1068  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CR1068
 CR1068  HORZ ORDER  -  FIRST
 CR1068
 CR1068.The horizontal coordinates were established by classical geodetic methods
 CR1068.and adjusted by the National Geodetic Survey in February 1996..
 CR1068
 CR1068.The orthometric height was scaled from a topographic map.
 CR1068
 CR1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1068
 CR1068.The geoid height was determined by GEOID03.
 CR1068
 CR1068;                    North         East     Units Scale Factor Converg.
 CR1068;SPC TXNC     - 2,108,381.824 1,009,339.016   MT  0.99990809   +2 22 41.8
 CR1068;SPC TXNC     - 6,917,249.37  3,311,473.09   sFT  0.99990809   +2 22 41.8
 CR1068;SPC LA N     -   230,395.186   846,063.853   MT  0.99997888   -0 52 00.2
 CR1068;SPC LA N     -   755,888.21  2,775,794.49   sFT  0.99997888   -0 52 00.2
 CR1068;UTM  15      - 3,603,905.242   393,047.830   MT  0.99974105   -0 36 48.1
 CR1068
 CR1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1068!SPC TXNC     -   0.99998717  x   0.99990809  =   0.99989526
 CR1068!SPC LA N     -   0.99998717  x   0.99997888  =   0.99996605
 CR1068!UTM  15      -   0.99998717  x   0.99974105  =   0.99972822
 CR1068
 CR1068|---------------------------------------------------------------------|
 CR1068| PID    Reference Object                     Distance      Geod. Az  |
 CR1068|                                                           dddmmss.s |
 CR1068| CX6644 LEIGH RM 1                           29.558 METERS 00640     |
 CR1068| CX6645 LEIGH RM 2                           33.152 METERS 14248     |
 CR1068| CX6643 LEIGH AZ MK                                        1792804.6 |
 CR1068|---------------------------------------------------------------------|
 CR1068
 CR1068                          SUPERSEDED SURVEY CONTROL
 CR1068
 CR1068  NAD 83(1993)-  32 34 02.71894(N)    094 08 21.63244(W) AD(       ) 1
 CR1068  NAD 83(1986)-  32 34 02.72307(N)    094 08 21.63243(W) AD(       ) 1
 CR1068  NAD 27      -  32 34 02.17840(N)    094 08 20.95370(W) AD(       ) 1
 CR1068
 CR1068.Superseded values are not recommended for survey control.
 CR1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1068.See file dsdata.txt to determine how the superseded data were derived.
 CR1068
 CR1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9304803905(NAD 83)
 CR1068_MARKER: DS = TRIANGULATION STATION DISK
 CR1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1068
 CR1068  HISTORY     - Date     Condition        Report By
 CR1068  HISTORY     - 1950     MONUMENTED       CGS
 CR1068  HISTORY     - 1958     SEE DESCRIPTION  CGS
 CR1068  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR1068
 CR1068                          STATION DESCRIPTION
 CR1068
 CR1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1068'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF WASKOM AND
 CR1068'5-1/2 MILES NORTHEAST OF SCOTTSVILLE ON THE HIGHEST POINT OF
 CR1068'A RATHER PROMINENT ROUNDED HILL WHICH IS CLEARED AND UNDER
 CR1068'CULTIVATION OVER MOST OF THE TOP.  THE STATION IS BELIEVED
 CR1068'TO BE ON THE RIGHT OF WAY OF THE ROAD AND PERMISSION DEEMED
 CR1068'UNNECESSARY.  THE MARK IS ON THE HIGHEST PART OF THE HILL,
 CR1068'51 FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD, 44 FEET
 CR1068'SOUTH-SOUTHWEST OF A TREE WITH A TRIANGLE BLAZE, 39 FEET
 CR1068'WEST OF THE CENTERLINE OF THE ROAD AND 13 FEET NORTHWEST
 CR1068'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 CR1068'IS STAMPED LEIGH 1950.
 CR1068'
 CR1068'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTERLINE OF
 CR1068'THE ROAD AND 47 FEET NORTH OF THE CENTERLINE OF THE FIELD
 CR1068'ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 CR1068'LEIGH NO 1 1950.
 CR1068'
 CR1068'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND 31 FEET
 CR1068'EAST OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 6
 CR1068'INCHES AND THE DISK IS STAMPED LEIGH NO 2 1950.
 CR1068'
 CR1068'AZIMUTH MARK IS ON THE RIGHT OF WAY OF A BLACK TOP ROAD,
 CR1068'31 FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTHEAST
 CR1068'OF A POWERLINE POLE AND 3 FEET NORTHWEST OF A WITNESS POST.
 CR1068'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LEIGH 1950.
 CR1068'
 CR1068'TO REACH FROM THE POST OFFICE IN JONESVILLE, GO NORTHWEST
 CR1068'ON A HARD SURFACED ROAD 3.2 MILES TO ROAD FORKS AT AN OLD
 CR1068'STORE BUILDING, TAKE RIGHT FORK FOR 0.45 MILE TO FORKS, KEEP
 CR1068'RIGHT FORK 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 CR1068'ON NORTH 0.45 MILE TO THE TOP OF THE RIDGE AND STATION ON THE
 CR1068'LEFT.
 CR1068'
 CR1068'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1068
 CR1068                          STATION RECOVERY (1958)
 CR1068
 CR1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1068'THE STATION AND ALL MARKS WERE SEARCHED FOR AND COULD NOT BE
 CR1068'LOCATED.  A NEW STATION LEIGH 2 WAS ESTABLISHED BY THIS
 CR1068'PARTY.
 CR1068
 CR1068                          STATION RECOVERY (1998)
 CR1068
 CR1068'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1067 ***********************************************************************
 CR1067  DESIGNATION -  LEIGH 2
 CR1067  PID         -  CR1067
 CR1067  STATE/COUNTY-  TX/HARRISON
 CR1067  USGS QUAD   -  SCOTTSVILLE (1978)
 CR1067
 CR1067                         *CURRENT SURVEY CONTROL
 CR1067  ___________________________________________________________________
 CR1067* NAD 83(1993)-  32 34 02.84810(N)    094 08 21.58463(W)     ADJUSTED  
 CR1067* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 CR1067  ___________________________________________________________________
 CR1067  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CR1067  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CR1067
 CR1067  HORZ ORDER  -  SECOND
 CR1067
 CR1067.The horizontal coordinates were established by classical geodetic methods
 CR1067.and adjusted by the National Geodetic Survey in February 1996..
 CR1067
 CR1067.The orthometric height was scaled from a topographic map.
 CR1067
 CR1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1067
 CR1067.The geoid height was determined by GEOID03.
 CR1067
 CR1067;                    North         East     Units Scale Factor Converg.
 CR1067;SPC TXNC     - 2,108,386.035 1,009,340.323   MT  0.99990809   +2 22 41.8
 CR1067;SPC TXNC     - 6,917,263.18  3,311,477.38   sFT  0.99990809   +2 22 41.8
 CR1067;SPC LA N     -   230,399.317   846,065.396   MT  0.99997888   -0 52 00.2
 CR1067;SPC LA N     -   755,901.76  2,775,799.55   sFT  0.99997888   -0 52 00.2
 CR1067;UTM  15      - 3,603,909.379   393,049.355   MT  0.99974105   -0 36 48.1
 CR1067
 CR1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1067!SPC TXNC     -   0.99998717  x   0.99990809  =   0.99989526
 CR1067!SPC LA N     -   0.99998717  x   0.99997888  =   0.99996605
 CR1067!UTM  15      -   0.99998717  x   0.99974105  =   0.99972822
 CR1067
 CR1067:                Primary Azimuth Mark                     Grid Az
 CR1067:SPC TXNC     -  SOUTHWESTERN BELL TV TOWER               039 03 49.4
 CR1067:SPC LA N     -  SOUTHWESTERN BELL TV TOWER               042 18 31.4
 CR1067:UTM  15      -  SOUTHWESTERN BELL TV TOWER               042 03 19.3
 CR1067
 CR1067|---------------------------------------------------------------------|
 CR1067| PID    Reference Object                     Distance      Geod. Az  |
 CR1067|                                                           dddmmss.s |
 CR1067| CR1064 SOUTHWESTERN BELL TV TOWER          APPROX. 5.4 KM 0412631.2 |
 CR1067| CX6647 LEIGH 2 RM 3                         23.211 METERS 10335     |
 CR1067| CX6646 LEIGH 2 AZ MK                                      1793033.0 |
 CR1067| CR1070 LONGHORN ORD DEPOT NW WATER TK      APPROX.12.0 KM 3511033.7 |
 CR1067| CX6648 LEIGH 2 RM 4                         20.035 METERS 35647     |
 CR1067|---------------------------------------------------------------------|
 CR1067
 CR1067                          SUPERSEDED SURVEY CONTROL
 CR1067
 CR1067  NAD 83(1986)-  32 34 02.85785(N)    094 08 21.57311(W) AD(       ) 2
 CR1067  NAD 27      -  32 34 02.31650(N)    094 08 20.90160(W) AD(       ) 2
 CR1067
 CR1067.Superseded values are not recommended for survey control.
 CR1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1067.See file dsdata.txt to determine how the superseded data were derived.
 CR1067
 CR1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9304903909(NAD 83)
 CR1067_MARKER: DS = TRIANGULATION STATION DISK
 CR1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1067
 CR1067  HISTORY     - Date     Condition        Report By
 CR1067  HISTORY     - 1958     MONUMENTED       CGS
 CR1067  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR1067
 CR1067                          STATION DESCRIPTION
 CR1067
 CR1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1067'STATION IS LOCATED ABOUT 8.0 MILES NORTHWEST OF WASKOM AND
 CR1067'ABOUT 7.0 MILES SOUTH-SOUTHEAST OF KARNACK.  IT IS 36 FEET
 CR1067'WEST OF THE CENTER OF STATE FARM ROAD NUMBER 134, 6 FEET
 CR1067'EAST OF A FENCE LINE AND WHITE WITNESS POST.  THE MARK IS
 CR1067'SETTING FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 CR1067'IS STAMPED LEIGH 2 1958.
 CR1067'
 CR1067'REFERENCE MARK NUMBER THREE IS 40 FEET EAST OF THE ROAD AND
 CR1067'1 FOOT WEST OF A FENCE LINE.  THE MARK IS SETTING FLUSH WITH
 CR1067'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED LEIGH 2
 CR1067'NO 3 1958.
 CR1067'
 CR1067'REFERENCE MARK NUMBER FOUR IS 43 FEET WEST OF THE CENTER OF
 CR1067'THE ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS SETTING
 CR1067'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 CR1067'LEIGH 2 NO 4 1958.
 CR1067'
 CR1067'AZIMUTH MARK IS 41 FEET EAST OF THE CENTER OF FARM ROAD
 CR1067'NUMBER 134 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 CR1067'WEST OF A FENCE LINE.  THE MARK IS SETTING FLUSH WITH THE
 CR1067'SURFACE OF THE GROUND AND THE DISK IS STAMPED LEIGH 2 1958.
 CR1067'
 CR1067'TO REACH THE STATION FROM THE POST OFFICE IN KARNACK GO SOUTH
 CR1067'ON STATE FARM ROAD NUMBER 134 FOR 4.9 MILE TO THE JUNCTION
 CR1067'OF STATE FARM ROAD NUMBER 1999, TURN RIGHT ON STATE FARM ROAD
 CR1067'NUMBER 134, FOR 2.7 MILE TO THE STATION ON THE RIGHT AS
 CR1067'DESCRIBED.
 CR1067'
 CR1067'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH
 CR1067'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 CR1067'
 CR1067'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1067
 CR1067                          STATION RECOVERY (1998)
 CR1067
 CR1067'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2289 ***********************************************************************
 AN2289  DESIGNATION -  LELA 1934
 AN2289  PID         -  AN2289
 AN2289  STATE/COUNTY-  TX/CALHOUN
 AN2289  USGS QUAD   -  LONG ISLAND (1973)
 AN2289
 AN2289                         *CURRENT SURVEY CONTROL
 AN2289  ___________________________________________________________________
 AN2289* NAD 83(1993)-  28 15 24.03941(N)    096 34 47.97187(W)     ADJUSTED  
 AN2289* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AN2289  ___________________________________________________________________
 AN2289  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AN2289  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AN2289
 AN2289  HORZ ORDER  -  THIRD
 AN2289
 AN2289.The horizontal coordinates were established by classical geodetic methods
 AN2289.and adjusted by the National Geodetic Survey in February 1996..
 AN2289
 AN2289.The orthometric height was scaled from a topographic map.
 AN2289
 AN2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2289
 AN2289.The geoid height was determined by GEOID03.
 AN2289
 AN2289;                    North         East     Units Scale Factor Converg.
 AN2289;SPC TXSC     - 4,049,377.487   837,462.326   MT  1.00003876   +1 11 08.1
 AN2289;SPC TXSC     -13,285,332.64  2,747,574.31   sFT  1.00003876   +1 11 08.1
 AN2289;UTM  14      - 3,128,010.975   737,414.306   MT  1.00029572   +1 08 46.4
 AN2289
 AN2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2289!SPC TXSC     -   1.00000343  x   1.00003876  =   1.00004219
 AN2289!UTM  14      -   1.00000343  x   1.00029572  =   1.00029915
 AN2289
 AN2289                          SUPERSEDED SURVEY CONTROL
 AN2289
 AN2289  NAD 83(1986)-  28 15 24.04805(N)    096 34 47.95369(W) AD(       ) 3
 AN2289  NAD 27      -  28 15 23.02200(N)    096 34 47.02400(W) AD(       ) 3
 AN2289
 AN2289.Superseded values are not recommended for survey control.
 AN2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2289.See file dsdata.txt to determine how the superseded data were derived.
 AN2289
 AN2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3741428011(NAD 83)
 AN2289_MARKER: DS = TRIANGULATION STATION DISK
 AN2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2289_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2289+STABILITY: SURFACE MOTION
 AN2289
 AN2289  HISTORY     - Date     Condition        Report By
 AN2289  HISTORY     - 1934     MONUMENTED       CGS
 AN2289  HISTORY     - 1938     GOOD             CGS
 AN2289  HISTORY     - 1948     GOOD             LOCSUR
 AN2289  HISTORY     - 1961     GOOD             USAF
 AN2289  HISTORY     - 1969     GOOD             CGS
 AN2289  HISTORY     - 1972     GOOD             USAF
 AN2289  HISTORY     - 1977     GOOD             NGS
 AN2289
 AN2289                          STATION DESCRIPTION
 AN2289
 AN2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2289'STATION IS LOCATED ABOUT 13-1/2 MILES SE OF SEADRIFT, ABOUT
 AN2289'11 MILES SW OF MATAGORDA LIGHTHOUSE, ON MATAGORDA ISLAND.
 AN2289'STATION IS 300 METERS NW OF GULF BEACH HIGH-WATER LINE, 300
 AN2289'METERS SE OF A SLOUGH EXTENDING PARALLEL TO GULF BEACH, AND
 AN2289'ABOUT 2-1/2 MILES SSW OF S SHORE OF CONTEE LAKE.
 AN2289'
 AN2289'SURFACE AND UNDERGROUD MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2289'
 AN2289'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2289'WINDMILL (1/4 MILE DISTANT), 24 DEG.  OLD STEEL BUOY (50 METERS
 AN2289'DISTANT), 142 DEG.  AND WINDMILL (3/4 MILE DISTANT), 248 DEG.
 AN2289'
 AN2289'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AN2289
 AN2289                          STATION RECOVERY (1938)
 AN2289
 AN2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2289'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THERE ARE NO
 AN2289'REFERENCE MARKS.
 AN2289'
 AN2289'STATION IS LOCATED ON THE GULF BEACH, ABOUT 11 MILES SW
 AN2289'OF MATAGORDA LIGHTHOUSE, AND ABOUT 300 METERS BACK OF THE
 AN2289'HIGH-WATER LINE.  IT IS JUST BACK OF THE FAIRLY LOW LINE
 AN2289'OF DUNES ALONG THE SHORE AND ON A FAIRLY LEVEL AREA COVERED
 AN2289'WITH SAND AND SOME GRASS.  THERE ARE NO DEFINITE OBJECTS
 AN2289'CLOSE BY, EXCEPT A WINDMILL WHICH IS ABOUT 100 METERS NW.
 AN2289
 AN2289                          STATION RECOVERY (1948)
 AN2289
 AN2289'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (AGW)
 AN2289'STATION RECOVERED BY THE TEXAS CO.
 AN2289'
 AN2289'FOUND IN GOOD CONDITION.
 AN2289
 AN2289                          STATION RECOVERY (1961)
 AN2289
 AN2289'RECOVERY NOTE BY US AIR FORCE 1961
 AN2289'STATION RECOVERED IN GOOD CONDITION.  PRESENT DESCRIPTION
 AN2289'ACCURATE EXCEPT WINDMILL MENTIONED IN LATEST DESCRIPTION
 AN2289'1938, HAS BEEN DESTROYED.  STARTING AT THE PRESENT IMOFF SEWERAGE
 AN2289'TANK AT NW EDGE OF AIR FORCE BASE RUNWAYS ON MATAGORDA ISLAND,
 AN2289'ALONG ASPHALTIC RANGE ROAD IN A WESTERLY DIRECTION ABOUT
 AN2289'3.2 MILES.  THENCE SOUTH 610 METERS TO STATION.  SURFACE
 AN2289'MARK STANDARD BRONZE DISK SET IN CONCRETE STAMPED LELA 1934.
 AN2289'NO SEARCH WAS MADE FOR REFERENCE MARKS.  A TRIANGULAR SHAPED
 AN2289'TURKEY ROOST IS SITUATED ABOUT 100 METERS SE OF THE STATION.
 AN2289'ROOST IS MADE OF THREE SIX INCH PIPES AND CAN BE READILY
 AN2289'SEEN FROM ROAD.
 AN2289
 AN2289                          STATION RECOVERY (1969)
 AN2289
 AN2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2289'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 AN2289'REMAINS OF THE OLD TURKEY ROOST MENTIONED IN THE ORIGINAL
 AN2289'DESCRIPTION ARE STILL VISIBLE.  A COMPLETE NEW DESCRIPTION
 AN2289'FOLLOWS--
 AN2289'
 AN2289'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHEAST OF SEADRIFT,
 AN2289'11 MILES SOUTHWEST OF MATAGORDA LIGHTHOUSE, 300 METERS NORTHWEST
 AN2289'OF THE GULF AND 9 MILES SOUTHWEST OF THE AIRFORCE BASE ON
 AN2289'MATAGORDA ISLAND.  IT IS ABOUT 0.25 MILE SOUTH OF THE MAIN
 AN2289'TRAVELED ROAD, ABOUT 100 YARDS NORTHWEST OF A SMALL LAKE,
 AN2289'IN A FLAT GRASS COVERED AREA, AND 1 FOOT SOUTH OF A WITNESS
 AN2289'POST WITH A SIGN.  IT IS A STANDARD DISK STAMPED LELA 1934,
 AN2289'SET IN A 14 BY 14-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AN2289'3 INCHES.
 AN2289'
 AN2289'TO REACH THE STATION FROM THE MATAGORDA ISLAND AIRFORCE BOAT
 AN2289'DOCKS, GO SOUTHWESTERLY AROUND THE NORTHWEST END OF THE RUNWAY
 AN2289'AND PASSING A SEWAGE TREATMENT PLANT ENROUTE, GO SOUTHWEST
 AN2289'FOR 1.95 MILES TO HAWES RANCH CAMP ON THE RIGHT.  CONTINUE
 AN2289'SOUTHWESTERLY ON THE SURFACED ROAD FOR 6.5 MILES TO ENTRANCE
 AN2289'TO THE BRAVO CHARLIE BOMBING RANGE.  CONTINUE SOUTHWEST ON THE
 AN2289'MAIN ROAD FOR 0.3 MILE TO AN OBSERVATION TOWER ON THE LEFT
 AN2289'AND THE STATION ABOUT 0.25 MILE TO THE SOUTH-SOUTHWEST.
 AN2289'
 AN2289'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13-1/2 MILES
 AN2289'SOUTHEAST OF SEADRIFT.
 AN2289
 AN2289                          STATION RECOVERY (1972)
 AN2289
 AN2289'RECOVERY NOTE BY US AIR FORCE 1972
 AN2289'RECOVERED BY T/SGT MASSETTI, USAF, MAY 1972.
 AN2289'
 AN2289'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 AN2289
 AN2289                          STATION RECOVERY (1977)
 AN2289
 AN2289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2289'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, NO REFERENCE
 AN2289'MARKS WERE SET AT THIS STATION.  STATION IS ON THE PROPERTY OF THE
 AN2289'U.S. AIR FORCE, MR. ROY BELL AND MR. JOE HAWES HAS THE LAND LEASED,
 AN2289'AND KNOW WHERE THE MARK IS LOCATED.  THE 1969 RECOVERY NOTE IS
 AN2289'ADEQUATE.
 AN2289'
 AN2289'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13-1/2 MILES SE
 AN2289'OF SEADRIFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0621 ***********************************************************************
 EN0621  DESIGNATION -  LELIA
 EN0621  PID         -  EN0621
 EN0621  STATE/COUNTY-  TX/DONLEY
 EN0621  USGS QUAD   -  LELIA LAKE (1982)
 EN0621
 EN0621                         *CURRENT SURVEY CONTROL
 EN0621  ___________________________________________________________________
 EN0621* NAD 83(1986)-  34 54 21.     (N)    100 47 32.     (W)     SCALED    
 EN0621* NAVD 88     -       821.369  (meters)    2694.77   (feet)  ADJUSTED  
 EN0621  ___________________________________________________________________
 EN0621  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EN0621  DYNAMIC HT  -         820.426 (meters)    2691.68  (feet)  COMP
 EN0621  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 EN0621
 EN0621  VERT ORDER  -  FIRST     CLASS II
 EN0621
 EN0621.The horizontal coordinates were scaled from a topographic map and have
 EN0621.an estimated accuracy of +/- 6 seconds.
 EN0621
 EN0621.The orthometric height was determined by differential leveling
 EN0621.and adjusted by the National Geodetic Survey in June 1991..
 EN0621
 EN0621.The geoid height was determined by GEOID03.
 EN0621
 EN0621.The dynamic height is computed by dividing the NAVD 88
 EN0621.geopotential number by the normal gravity value computed on the
 EN0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0621.degrees latitude (g = 980.6199 gals.).
 EN0621
 EN0621.The modeled gravity was interpolated from observed gravity values.
 EN0621
 EN0621;                    North         East    Units  Estimated Accuracy
 EN0621;SPC TX N     - 1,100,720.      264,680.      MT  (+/- 180 meters Scaled)
 EN0621
 EN0621                          SUPERSEDED SURVEY CONTROL
 EN0621
 EN0621.No superseded survey control is available for this station.
 EN0621
 EN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD362640(NAD 83)
 EN0621_MARKER: DS = TRIANGULATION STATION DISK
 EN0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0621_SP_SET: CONCRETE POST
 EN0621_STAMPING: LELIA 1964
 EN0621_MARK LOGO: CGS   
 EN0621_PROJECTION: PROJECTING 10 CENTIMETERS
 EN0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0621+STABILITY: SURFACE MOTION
 EN0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0621+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0621
 EN0621  HISTORY     - Date     Condition        Report By
 EN0621  HISTORY     - 1964     MONUMENTED       CGS
 EN0621  HISTORY     - 1984     GOOD             NGS
 EN0621  HISTORY     - 20050804 GOOD             USPSQD
 EN0621
 EN0621                          STATION DESCRIPTION
 EN0621
 EN0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0621'12.6 KM (7.8 MI) SE FROM CLARENDON.
 EN0621'11.6 KM (7.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0621'JUNCTION WITH STATE HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, THENCE
 EN0621'1.0 KM (0.6 MI) WEST ALONG A DIRT ROAD, 0.2 KM (0.1 MI) EAST OF A DIRT
 EN0621'ROAD LEADING SOUTH, AND 59.8 M (196.2 FT) NORTH OF THE CENTER OF THE
 EN0621'ROAD.
 EN0621'THE MARK IS 2.2 METERS  N FROM A WITNESS POST.
 EN0621'THE MARK IS 1.7 M ABOVE THE ROAD.
 EN0621
 EN0621                          STATION RECOVERY (2005)
 EN0621
 EN0621'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0621'FOUND BY METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0782 ***********************************************************************
 EN0782  DESIGNATION -  LELIA
 EN0782  PID         -  EN0782
 EN0782  STATE/COUNTY-  TX/DONLEY
 EN0782  USGS QUAD   -  LELIA LAKE (1982)
 EN0782
 EN0782                         *CURRENT SURVEY CONTROL
 EN0782  ___________________________________________________________________
 EN0782* NAD 83(1993)-  34 54 21.22917(N)    100 47 31.29185(W)     ADJUSTED  
 EN0782* NAVD 88     -       820.     (meters)    2690.     (feet)  SCALED    
 EN0782  ___________________________________________________________________
 EN0782  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 EN0782  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EN0782
 EN0782  HORZ ORDER  -  SECOND
 EN0782
 EN0782.The horizontal coordinates were established by classical geodetic methods
 EN0782.and adjusted by the National Geodetic Survey in February 1996..
 EN0782
 EN0782.The orthometric height was scaled from a topographic map.
 EN0782
 EN0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0782
 EN0782.The geoid height was determined by GEOID03.
 EN0782
 EN0782;                    North         East     Units Scale Factor Converg.
 EN0782;SPC TX N     - 1,100,729.564   264,699.845   MT  0.99995054   +0 24 37.1
 EN0782;SPC TX N     - 3,611,310.24    868,436.07   sFT  0.99995054   +0 24 37.1
 EN0782;UTM  14      - 3,864,072.866   336,278.426   MT  0.99993037   -1 01 32.4
 EN0782
 EN0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0782!SPC TX N     -   0.99987550  x   0.99995054  =   0.99982604
 EN0782!UTM  14      -   0.99987550  x   0.99993037  =   0.99980588
 EN0782
 EN0782:                Primary Azimuth Mark                     Grid Az
 EN0782:SPC TX N     -  LELIA AZ MK                              098 18 41.8
 EN0782:UTM  14      -  LELIA AZ MK                              099 44 51.3
 EN0782
 EN0782|---------------------------------------------------------------------|
 EN0782| PID    Reference Object                     Distance      Geod. Az  |
 EN0782|                                                           dddmmss.s |
 EN0782| EN0620 LELIA AZ MK                                        0984318.9 |
 EN0782| CX8513 LELIA RM 1                           15.214 METERS 10900     |
 EN0782| CX8514 LELIA RM 2                           15.816 METERS 22214     |
 EN0782| EN0793 CLARENDON CABLE TV MAST             APPROX.11.1 KM 2901056.1 |
 EN0782| EN0789 CLARENDON ELEVATED WATER TANK       APPROX.11.0 KM 2902218.3 |
 EN0782|---------------------------------------------------------------------|
 EN0782
 EN0782                          SUPERSEDED SURVEY CONTROL
 EN0782
 EN0782  NAD 83(1993)-  34 54 21.23091(N)    100 47 31.28939(W) AD(       ) 2
 EN0782  NAD 83(1986)-  34 54 21.23481(N)    100 47 31.28417(W) AD(       ) 2
 EN0782  NAD 27      -  34 54 21.05400(N)    100 47 29.78138(W) AD(       ) 2
 EN0782
 EN0782.Superseded values are not recommended for survey control.
 EN0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0782.See file dsdata.txt to determine how the superseded data were derived.
 EN0782
 EN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3627864073(NAD 83)
 EN0782_MARKER: DS = TRIANGULATION STATION DISK
 EN0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0782
 EN0782  HISTORY     - Date     Condition        Report By
 EN0782  HISTORY     - 1964     MONUMENTED       CGS
 EN0782
 EN0782                          STATION DESCRIPTION
 EN0782
 EN0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0782'THE STATION IS ABOUT 6 MILES EAST-SOUTHEAST OF CLARENDON, 1 MILE
 EN0782'WEST-NORTHWEST OF LELIA LAKE AND 1/4 MILE SOUTH OF U.S. HIGHWAY 287,
 EN0782'ON THE HIGHEST POINT OF A SMALL KNOLL ON PROPERTY OWNED BY MR. L.D.
 EN0782'ATEN.
 EN0782'
 EN0782'TO REACH THE STATION FROM THE POST OFFICE IN LELIA LAKE, GO WESTERLY
 EN0782'ON U.S. HIGHWAY 287 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EN0782'CONTINUE WESTERLY ON HIGHWAY FOR 1.3 MILES TO A SIDE ROAD LEFT.
 EN0782'TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 0.15 MILE TO A WIRE GATE
 EN0782'ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE AND GO SOUTHEASTERLY
 EN0782'ON TRACK ROAD FOR 0.1 MILE TO THE NORTH END OF A GRAVEL PIT.  BEAR
 EN0782'LEFT AND GO EASTERLY ALONG THE EAST SIDE OF THE GRAVEL PIT FOR 0.2
 EN0782'MILE TO THE HIGHEST POINT AND THE STATION.
 EN0782'
 EN0782'STATION MARK IS A STANDARD DISK, STAMPED LELIA 1964, SET IN THE TOP
 EN0782'OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT
 EN0782'IS 7 FEET NORTH OF A WITNESS POST.
 EN0782'
 EN0782'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LELIA NO 1 1964, SET IN
 EN0782'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 6
 EN0782'INCHES.  IT IS 49 FEET EAST-SOUTHEAST OF THE WITNESS POST AND ABOUT
 EN0782'THE SAME ELEVATION AS THE STATION.
 EN0782'
 EN0782'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LELIA NO 2 1964, SET IN
 EN0782'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 8
 EN0782'INCHES.  IT IS 46 FEET SOUTHWEST OF THE WITNESS POST AND ABOUT THE
 EN0782'SAME ELEVATION AS THE STATION.
 EN0782'
 EN0782'AZIMUTH MARK IS A STANDARD DISK, STAMPED LELIA 1964, SET IN THE TOP
 EN0782'OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT
 EN0782'IS 139 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 287, 25 FEET
 EN0782'EAST OF THE CENTERLINE OF A PAVED ROAD, 15 FEET SOUTH OF THE SOUTH
 EN0782'RAIL OF A RAILROAD TRACKS AND 2 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0620 ***********************************************************************
 EN0620  DESIGNATION -  LELIA AZ MK
 EN0620  PID         -  EN0620
 EN0620  STATE/COUNTY-  TX/DONLEY
 EN0620  USGS QUAD   -  LELIA LAKE (1982)
 EN0620
 EN0620                         *CURRENT SURVEY CONTROL
 EN0620  ___________________________________________________________________
 EN0620* NAD 83(1986)-  34 54 14.     (N)    100 46 36.     (W)     SCALED    
 EN0620* NAVD 88     -       789.729  (meters)    2590.97   (feet)  ADJUSTED  
 EN0620  ___________________________________________________________________
 EN0620  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EN0620  DYNAMIC HT  -         788.824 (meters)    2588.00  (feet)  COMP
 EN0620  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 EN0620
 EN0620  VERT ORDER  -  FIRST     CLASS II
 EN0620
 EN0620.The horizontal coordinates were scaled from a topographic map and have
 EN0620.an estimated accuracy of +/- 6 seconds.
 EN0620
 EN0620.The orthometric height was determined by differential leveling
 EN0620.and adjusted by the National Geodetic Survey in June 1991..
 EN0620
 EN0620.The geoid height was determined by GEOID03.
 EN0620
 EN0620.The dynamic height is computed by dividing the NAVD 88
 EN0620.geopotential number by the normal gravity value computed on the
 EN0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0620.degrees latitude (g = 980.6199 gals.).
 EN0620
 EN0620.The modeled gravity was interpolated from observed gravity values.
 EN0620
 EN0620;                    North         East    Units  Estimated Accuracy
 EN0620;SPC TX N     - 1,100,520.      266,110.      MT  (+/- 180 meters Scaled)
 EN0620
 EN0620                          SUPERSEDED SURVEY CONTROL
 EN0620
 EN0620.No superseded survey control is available for this station.
 EN0620
 EN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD376638(NAD 83)
 EN0620_MARKER: DZ = AZIMUTH MARK DISK
 EN0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0620_SP_SET: CONCRETE POST
 EN0620_STAMPING: LELIA 1964
 EN0620_MARK LOGO: CGS   
 EN0620_PROJECTION: PROJECTING 20 CENTIMETERS
 EN0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0620+STABILITY: SURFACE MOTION
 EN0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0620+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0620
 EN0620  HISTORY     - Date     Condition        Report By
 EN0620  HISTORY     - 1964     MONUMENTED       CGS
 EN0620  HISTORY     - 1984     GOOD             NGS
 EN0620  HISTORY     - 20040803 GOOD             USPSQD
 EN0620  HISTORY     - 20050804 GOOD             USPSQD
 EN0620
 EN0620                          STATION DESCRIPTION
 EN0620
 EN0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0620'12.1 KM (7.5 MI) SE FROM CLARENDON.
 EN0620'12.1 KM (7.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0620'JUNCTION WITH STATE HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, 36.5 M
 EN0620'(119.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 EN0620'THE HIGHWAY, 8.0 M (26.2 FT) SOUTHEAST OF THE CENTERLINE OF FARM ROAD
 EN0620'1755, AND 4.6 M (15.1 FT) SOUTHWEST OF THE NEAR RAIL.
 EN0620'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 EN0620'THE MARK IS 0.3 M BELOW THE TRACKS.
 EN0620
 EN0620                          STATION RECOVERY (2004)
 EN0620
 EN0620'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0620'RECOVERED IN GOOD CONDITION.
 EN0620
 EN0620                          STATION RECOVERY (2005)
 EN0620
 EN0620'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0620'FOUND AS DESCRIBED.  WITNESS POST OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0528 ***********************************************************************
 DP0528  DESIGNATION -  LEM
 DP0528  PID         -  DP0528
 DP0528  STATE/COUNTY-  TX/STONEWALL
 DP0528  USGS QUAD   -  DOUBLE MOUNTAINS (1968)
 DP0528
 DP0528                         *CURRENT SURVEY CONTROL
 DP0528  ___________________________________________________________________
 DP0528* NAD 83(1993)-  33 03 53.62382(N)    100 26 16.75366(W)     ADJUSTED  
 DP0528* NAVD 88     -       789.     (meters)    2589.     (feet)  SCALED    
 DP0528  ___________________________________________________________________
 DP0528  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 DP0528  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DP0528
 DP0528  HORZ ORDER  -  SECOND
 DP0528
 DP0528.The horizontal coordinates were established by classical geodetic methods
 DP0528.and adjusted by the National Geodetic Survey in February 1996..
 DP0528
 DP0528.The orthometric height was scaled from a topographic map.
 DP0528
 DP0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0528
 DP0528.The geoid height was determined by GEOID03.
 DP0528
 DP0528;                    North         East     Units Scale Factor Converg.
 DP0528;SPC TXNC     - 2,156,718.267   419,054.887   MT  0.99987265   -1 03 25.1
 DP0528;SPC TXNC     - 7,075,833.18  1,374,849.24   sFT  0.99987265   -1 03 25.1
 DP0528;UTM  14      - 3,659,400.479   365,761.912   MT  0.99982218   -0 47 04.8
 DP0528
 DP0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0528!SPC TXNC     -   0.99988047  x   0.99987265  =   0.99975313
 DP0528!UTM  14      -   0.99988047  x   0.99982218  =   0.99970267
 DP0528
 DP0528                          SUPERSEDED SURVEY CONTROL
 DP0528
 DP0528  NAD 83(1993)-  33 03 53.62733(N)    100 26 16.75033(W) AD(       ) 2
 DP0528  NAD 83(1986)-  33 03 53.62949(N)    100 26 16.74595(W) AD(       ) 2
 DP0528  NAD 27      -  33 03 53.27500(N)    100 26 15.35000(W) AD(       ) 2
 DP0528
 DP0528.Superseded values are not recommended for survey control.
 DP0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0528.See file dsdata.txt to determine how the superseded data were derived.
 DP0528
 DP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6576259400(NAD 83)
 DP0528_MARKER: DB = BENCH MARK DISK
 DP0528_SETTING: 0 = UNSPECIFIED SETTING
 DP0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0528
 DP0528  HISTORY     - Date     Condition        Report By
 DP0528  HISTORY     - 1925     MONUMENTED       USGS
 DP0528  HISTORY     - 1935     GOOD             NGS
 DP0528
 DP0528                          STATION DESCRIPTION
 DP0528
 DP0528'DESCRIBED BY US GEOLOGICAL SURVEY 1925 (CIA)
 DP0528'STATION WAS FOUND TO BE IN GOOD CONDITION BUT DISK SLIGHTLY
 DP0528'BATTERED.  A TIE WAS MADE TO IT.  MARK IS 58.48 FEET W OF STATION
 DP0528'LEM.
 DP0528
 DP0528                          STATION RECOVERY (1935)
 DP0528
 DP0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DP0528'STATION IS LOCATED ON THE EASTERNMOST OF THE DOUBLE MOUNTAINS, IN THE
 DP0528'HETSON PASTURE.  THE DOUBLE MOUNTAINS ARE WELL KNOWN POINTS. THE
 DP0528'STATION IS ON THE HIGHEST POINT ABOUT 50 FT. FROM THE EASTERN EDGE OF
 DP0528'ROCK BLUFF.
 DP0528'RECOVERED BY THE NGS AND DESCRIBED IN NGS QUAD 33100-2, STATION 1004.
 DP0528'STATION MARK--STANDARD USGS BENCH MARK TABLET IN CAST STEEL PIPE
 DP0528'PROJECTING 1.0 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0529 ***********************************************************************
 DP0529  DESIGNATION -  LEM
 DP0529  PID         -  DP0529
 DP0529  STATE/COUNTY-  TX/STONEWALL
 DP0529  USGS QUAD   -  DOUBLE MOUNTAINS (1968)
 DP0529
 DP0529                         *CURRENT SURVEY CONTROL
 DP0529  ___________________________________________________________________
 DP0529* NAD 83(1993)-  33 03 53.38703(N)    100 26 16.12685(W)     ADJUSTED  
 DP0529* NAVD 88     -       788.0    (meters)    2585.     (feet)  VERTCON   
 DP0529  ___________________________________________________________________
 DP0529  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 DP0529  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DP0529
 DP0529  HORZ ORDER  -  FIRST
 DP0529
 DP0529.The horizontal coordinates were established by classical geodetic methods
 DP0529.and adjusted by the National Geodetic Survey in February 1996..
 DP0529
 DP0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0529
 DP0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0529
 DP0529.The geoid height was determined by GEOID03.
 DP0529
 DP0529;                    North         East     Units Scale Factor Converg.
 DP0529;SPC TXNC     - 2,156,710.675   419,071.007   MT  0.99987265   -1 03 24.7
 DP0529;SPC TXNC     - 7,075,808.27  1,374,902.13   sFT  0.99987265   -1 03 24.7
 DP0529;UTM  14      - 3,659,392.964   365,778.067   MT  0.99982213   -0 47 04.5
 DP0529
 DP0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0529!SPC TXNC     -   0.99988066  x   0.99987265  =   0.99975332
 DP0529!UTM  14      -   0.99988066  x   0.99982213  =   0.99970281
 DP0529
 DP0529|---------------------------------------------------------------------|
 DP0529| PID    Reference Object                     Distance      Geod. Az  |
 DP0529|                                                           dddmmss.s |
 DP0529| CX8517 LEM RM 1                              8.443 METERS 03946     |
 DP0529| CX8519 LEM RM 3                              5.590 METERS 06252     |
 DP0529| CX8516 LEM AZ MK 2                                        1275354.6 |
 DP0529| DP0531 PTS 19 K                              0.605 METERS 14130     |
 DP0529| CX8515 LEM AZ MK                                          1561642.9 |
 DP0529| CX8518 LEM RM 2                              7.269 METERS 19144     |
 DP0529| CX8520 LEM RM 4                              6.834 METERS 19326     |
 DP0529| DP0528 LEM                                  17.821 METERS 29410     |
 DP0529|---------------------------------------------------------------------|
 DP0529
 DP0529                          SUPERSEDED SURVEY CONTROL
 DP0529
 DP0529  NAD 83(1993)-  33 03 53.39055(N)    100 26 16.12352(W) AD(       ) 1
 DP0529  NAD 83(1986)-  33 03 53.39270(N)    100 26 16.11914(W) AD(       ) 1
 DP0529  NAD 27      -  33 03 53.03800(N)    100 26 14.72300(W) AD(       ) 1
 DP0529  NGVD 29 (07/19/86)  787.8    (m)         2585.     (f) VERT ANG       
 DP0529
 DP0529.Superseded values are not recommended for survey control.
 DP0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0529.See file dsdata.txt to determine how the superseded data were derived.
 DP0529
 DP0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6577859393(NAD 83)
 DP0529_MARKER: DS = TRIANGULATION STATION DISK
 DP0529_SETTING: 66 = SET IN ROCK OUTCROP
 DP0529_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DP0529
 DP0529  HISTORY     - Date     Condition        Report By
 DP0529  HISTORY     - 1935     MONUMENTED       CGS
 DP0529  HISTORY     - 1938     GOOD             TXHD
 DP0529  HISTORY     - 1958     GOOD             CGS
 DP0529  HISTORY     - 1968     GOOD             CGS
 DP0529  HISTORY     - 1974     GOOD             NGS
 DP0529
 DP0529                          STATION DESCRIPTION
 DP0529
 DP0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0529'STATION IS LOCATED ON THE EASTERNMOST AND HIGHEST PART OF DOUBLE
 DP0529'MOUNTAIN AND IS A TIE TO U.S.G.S. STATION LEM MARKED WITH A
 DP0529'CAST STEEL PIPE PROJECTING 1 FOOT ABOVE THE GROUND BEARING A
 DP0529'STANDARD U.S.G.S. BENCH MARK TABLET BENCH MARK IS 58.48 FEET W
 DP0529'OF STATION.  2.0 FEET E OF STATION THERE IS ANOTHER U.S.G.S.
 DP0529'DISK SET IN ROCK STAMPED P.T.-19K-1924.
 DP0529'
 DP0529'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 DP0529'CONCRETE IN A DEPRESSION IN AN OUTCROPPING BEDROCK.
 DP0529'
 DP0529'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF CONCRETE.
 DP0529'
 DP0529'AZIMUTH MARK IS REACHED FROM THE HOME OF J.W. DENNIS BY FOLLOWING
 DP0529'ROAD N 0.5 MILE TO GATE.  MARK IS SET 5 FEET N OF GATE.
 DP0529'
 DP0529'STATION IS REACHED FROM THE MAIN CORNER IN ROTAN BY GOING N
 DP0529'ON U.S. HIGHWAY 70 FOR 6.5 MILES AND TAKE RIGHT FORK AND GO 0.45
 DP0529'MILE AND FOLLOW MAIN ROAD RIGHT (E), GO 2.4 MILES, OR 0.95
 DP0529'MILE PAST SCHOOL ON LEFT, AND TURN LEFT THROUGH CATTLE GUARD
 DP0529'AT 4 MAIL BOXES ON LEFT AND FOLLOW W SIDE OF FENCE, PROCEED
 DP0529'0.45 MILE AND REACH WHITE HOUSE, TURN LEFT, FOLLOW MAIN ROAD
 DP0529'TO LEFT OF HOUSE AND KEEP STRAIGHT AHEAD (N) AT CATTLE GUARD
 DP0529'AHEAD 0.75 MILE TO YARD OF MR. KENNEDY, PASS THROUGH GATE TO
 DP0529'LEFT OF WINDMILL AND FOLLOW MAIN ROAD BETWEEN BARNS, CONTINUE
 DP0529'STRAIGHT AHEAD 0.7 MILE TO RANCH OF MR. J.W. DENNIS, PROCEED N
 DP0529'THROUGH TWO GATES TO LEFT OF BARN AND FOLLOW MAIN ROAD 0.5 MILE
 DP0529'TO GATE, PASS THROUGH GATE AND GO 0.25 MILE, TURN LEFT
 DP0529'AROUND FENCE CORNER AND FOLLOW ROAD ALONG FENCE 0.6 MILE
 DP0529'ACROSS CANYON TO FEED TROUGHS.  FROM THE N END OF FEED
 DP0529'TROUGHS FOLLOW ROAD N 0.05 MILE AND TAKE A VERY DIM LEFT TRAIL
 DP0529'1.1 MILES TO FOOT OF MOUNTAIN.  THE CLIMB FROM HERE IS
 DP0529'ABOUT 1/4 MILE 500 FEET AND VERY STEEP.
 DP0529'
 DP0529'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 DP0529
 DP0529                          STATION RECOVERY (1938)
 DP0529
 DP0529'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0529'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 DP0529'DESCRIPTION IS ADEQUATE.  NO ATTEMPT WAS MADE TO RECOVER THE
 DP0529'AZIMUTH MARK.
 DP0529
 DP0529                          STATION RECOVERY (1958)
 DP0529
 DP0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0529'STATION RECOVERED AND FOUND IN FAIR CONDITION.  THE DISK IS
 DP0529'BATTERED BUT IS SOLID.  THE REFERENCE MARKS WERE NOT RECOVERED
 DP0529'BUT THE DRILL HOLES, IN WHICH THEY WERE SET, WERE FOUND.
 DP0529'EVIDENTLY THE DISKS HAD BEEN REMOVED BY SOUVENIR HUNTERS.
 DP0529'STATIONS LEM U.S.G.S. AND U.S.G.S. P.T. 1924 19K WERE RECOVERED
 DP0529'AS DESCRIBED.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 DP0529'CONDITION.
 DP0529'
 DP0529'TO REACH THE STATION FROM ROTAN, FROM THE JUNCTION OF STATE
 DP0529'HIGHWAYS 70 AND 92, GO NORTH ON STATE HIGHWAY 70 FOR 6.9 MILES TO
 DP0529'JUNCTION WITH FARM ROAD 610, TURN RIGHT AND GO NORTHEAST ON
 DP0529'FARM ROAD 610 FOR 6.6 MILES TO A CATTLE GUARD ON THE LEFT, TURN
 DP0529'LEFT ACROSS CATTLE GUARD AND GO NORTHWEST AND NORTH FOR 0.6
 DP0529'MILE TO A HOUSE ON RIGHT, CONTINUE ON MAIN ROAD FOR 0.8 MILE TO
 DP0529'MR. SAM BAUGHS RANCH, GO THROUGH TWO GATES TO LEFT OF BARN
 DP0529'AND FOLLOW PASTURE ROAD NORTHERLY 0.4 MILE TO A FENCE CORNER
 DP0529'ON RIGHT, (THE AZIMUTH MARK IS ABOUT 0.05 MILE EAST AND 0.1
 DP0529'MILE SOUTH OF THIS CORNER), CONTINUE NORTH ALONG WEST SIDE
 DP0529'OF FENCE FOR 0.3 MILE TO A FENCE CORNER ON THE RIGHT, TURN
 DP0529'RIGHT AND GO EAST FOR 0.2 MILE TO A BOARD GATE, PASS THROUGH
 DP0529'GATE AND CONTINUE ON MAIN PASTURE ROAD (CROSSING A DAM) FOR 0.4
 DP0529'MILE TO FORKS, TAKE LEFT FORK FOR 0.5 MILE TO A SIDE ROAD
 DP0529'LEFT, TURN LEFT ACROSS CREEK FOR 0.05 MILE TO FORKS, TAKE RIGHT
 DP0529'FORK FOR 0.6 MILE TO END OF TRUCK TRAVEL AT SOUTHEAST BASE OF
 DP0529'DOUBLE MOUNTAIN.  PACK TO SUMMIT AND STATION NEAR EAST
 DP0529'END.  30 MINUTE PACK.
 DP0529
 DP0529                          STATION RECOVERY (1968)
 DP0529
 DP0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0529'STATION MARK AND THE TWO U.S.G.S. MARKS WERE FOUND, ALL MARKS
 DP0529'HAVE BEEN BATTERED AND ARE HARD TO READ, OTHER WISE IN GOOD
 DP0529'CONDITION.  THE REFERENCE MARKS HAD BEEN DESTROYED, A SEARCH
 DP0529'WAS MADE FOR THE AZIMUTH MARK, BUT WAS NOT FOUND.  A NEW AND
 DP0529'COMPLETE DESCRIPTION FOLLOWS.
 DP0529'
 DP0529'THE STATION IS LOCATED ABOUT 19 MILES EAST-SOUTHEAST OF
 DP0529'CLAIREMONT, 14 MILES NORTH OF ROTAN, 14 MILES SOUTH-SOUTHEAST OF
 DP0529'JAYTON, ON THE HIGHEST PART OF DOUBLE MOUNTAIN, ON THE EASTERN PART
 DP0529'OF MOUNTAIN.  ON THE LAND OWNED BY MR. SAM BAUGH.
 DP0529'
 DP0529'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 92 IN
 DP0529'ROTAN, GO NORTH ON STATE HIGHWAY 70 FOR 6.7 MILES TO A FARM ROAD
 DP0529'610, TURN RIGHT ON FARM ROAD 610 FOR 7.05 MILES TO A SIDE ROAD
 DP0529'LEFT AND A MAIL BOX WITH SAM A. BAUGH NAME IN SMALL PRINT, TURN
 DP0529'LEFT NORTH ON GRAVELED ROAD FOR 1.4 MILES TO A FARM HOUSE OF
 DP0529'MR. SAM A. BAUGH ON THE LEFT AND A FORK, TAKE THE RIGHT FORK
 DP0529'EAST FOR 0.25 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 DP0529'CONTINUE EAST AND NORTH ON TRACK ROAD FOR 0.95 MILE TO A T-ROAD
 DP0529'AND EARTH DAM ON THE RIGHT, TURN RIGHT AND CROSS DAM
 DP0529'GOING EASTERLY FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK
 DP0529'ALONG TRACK ROAD FOR 0.05 MILE TO A FORK, TAKE THE LEFT FORK
 DP0529'ON TRACK ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT,
 DP0529'CONTINUE NORTH ON TRACK ROAD FOR 0.05 MILE TO A FORK, TAKE
 DP0529'THE RIGHT FORK AND GO NORTHEAST ON TRACK ROAD FOR 0.2
 DP0529'MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE NORTHEAST ON
 DP0529'TRACK ROAD FOR 0.5 MILE TO A REVERSE FORK, CONTINUE
 DP0529'NORTHERLY ON TRACK ROAD FOR 0.9 MILE TO A FORK, TAKE THE LEFT
 DP0529'FORK WESTERLY ON TRACK ROAD FOR 0.15 MILE TO A WIRE GATE, PASS
 DP0529'THROUGH GATE AND CONTINUE WESTERLY ON TRACK ROAD FOR 0.9 MILE
 DP0529'TO A FORK, JUST AFTER CROSSING EARTH DAM, TAKE THE LEFT FORK
 DP0529'SOUTH AND WEST ON A DIM TRACK ROAD FOR 0.15 MILE TO A DIM FORK,
 DP0529'JUST BEFORE REACHING A WIRE GATE, TURN LEFT PICKING WAY ACROSS
 DP0529'COUNTRY ALONG THE EAST SIDE OF A FENCE, FOR 0.3 MILE TO THE
 DP0529'END OF TRUCK TRAVEL, FROM HERE PACK SOUTH ALONG FENCE TO THE
 DP0529'HIGHEST PART OF RIDGE ALONG TRAIL, HENCE LEFT ALONG TRAIL GOING
 DP0529'EASTERLY TO THE HIGHEST AND MOST EASTERLY PART OF DOUBLE MOUNTAIN,
 DP0529'STATION IS SET ON A ROCKY PART OF MOUNTAIN.
 DP0529'
 DP0529'STATION MARK IS A STANDARD DISK, STAMPED LEM 1935, CEMENTED IN A
 DP0529'DRILL HOLE SET IN BEDROCK, SET FLUSH, 20 FEET WEST OF THE EAST
 DP0529'EDGE OF THE BUTTE, 31 FEET SOUTH OF THE NORTH EDGE OF BUTTE, 29
 DP0529'FEET NORTH OF THE SOUTH EDGE OF BUTTE, ON THE EAST END OF THE
 DP0529'BUTTE.
 DP0529'
 DP0529'REFERENCE MARK 3, IS A STANDARD DISK, STAMPD LEM NO 3 1935 1968,
 DP0529'CEMENTED IN A DRILL HOLE SET IN BEDROCK, SET FLUSH, 42 FEET WEST
 DP0529'OF THE EAST EDGE OF BUTTE, 12 FEET SOUTH OF THE NORTH EDGE OF THE
 DP0529'BUTTE.
 DP0529'
 DP0529'REFERENCE MARK 4, IS A STANDARD DISK, STAMPED LEM NO 4 1935 1968,
 DP0529'CEMENTED IN A DRILL HOLE SET IN BEDROCK, SET FLUSH, 16 FEET WEST
 DP0529'OF THE EAST EDGE OF THE BUTTE, 7 FEET NORTH OF THE SOUTH EDGE OF
 DP0529'THE BUTTE.
 DP0529'
 DP0529'AZIMUTH MARK, IS A STANDARD DISK, STAMPED LEM AZ 2 1935 1968, SET
 DP0529'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, PROJECTING 4
 DP0529'INCHES ABOVE THE GROUND, 24 FEET WEST OF THE CENTER OF A TRACK
 DP0529'ROAD, 3 FEET WEST OF A METAL WITNESS POST, 2.6 FEET WEST OF A
 DP0529'FENCE CORNER, 0.8 FEET NORTH OF A EAST-WEST FENCE LINE.
 DP0529'
 DP0529'U.S.G.S. BM MARK, IS A STANDARD DISK WITH NO STAMPING ON IT, A
 DP0529'BRASS CAP MARK RIVETED TO THE TOP OF A 3 INCH IRON PIPE, PROJECTING
 DP0529'1.2 FEET, 80 FEET WEST OF THE EAST EDGE OF THE BUTTE, 36 FEET NORTH
 DP0529'OF THE SOUTH EDGE OF THE BUTTE, 30 FEET SOUTH OF THE NORTH EDGE
 DP0529'OF THE BUTTE.
 DP0529'
 DP0529'U.S.G.S. COOPERATION WITH THE STATE ELEVATION MARK, IS A STANDARD
 DP0529'DISK, STAMPED P T STA NO 19K 1924, CEMENTED IN A DRILL HOLE, SET
 DP0529'IN BEDROCK, 32 FEET SOUTH OF THE NORTH EDGE OF THE BUTTE, 28 FEET
 DP0529'NORTH OF THE SOUTH EDGE OF THE BUTTE, 20 FEET WEST OF THE EAST
 DP0529'EDGE OF THE BUTTE.
 DP0529'
 DP0529'PACKING TIME ABOUT 45 MINUTES.
 DP0529'
 DP0529'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DP0529'
 DP0529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DP0529'14 MILES NORTH OF ROTAN.
 DP0529
 DP0529                          STATION RECOVERY (1974)
 DP0529
 DP0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DP0529'THE STATION MARK, REFERENCE MARK 4, AZIMUTH MARK AND U.S. GEOLOGICAL
 DP0529'SURVEY MARKS LEM AND P.T. 19K WERE RECOVERED.  THE STATION MARK AND
 DP0529'P.T. 19K USGS HAVE BEEN BATTERED BUT ARE STILL LEGIBLE.  LEM
 DP0529'USGS IS NO LONGER LEGIBLE.  THE DRILL HOLE FOR REFERENCE MARK 1
 DP0529'WAS RECOVERED.  THE SHANK OF REFERENCE MARK 3 WAS RECOVERED.  IT
 DP0529'WAS STATED THAT REFERENCE MARK 4 WAS SET IN THE REFERENCE MARK 2
 DP0529'HOLE, THIS IS BELIEVED TO BE IN ERROR.  REFERENCE MARK 2 WAS
 DP0529'NOT SEARCHED FOR.  DUE TO NO 1968 DESCRIPTION AVAILABLE, A NEW
 DP0529'AND COMPLETE DESCRIPTION FOLLOWS--
 DP0529'
 DP0529'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 92
 DP0529'IN ROTAN, GO NORTH ON STATE HIGHWAY 70 FOR 6.9 MILES TO THE
 DP0529'JUNCTION OF FARM ROAD 610, TURN RIGHT AND GO NORTHEAST ON FARM ROAD
 DP0529'610 FOR 6.8 MILES TO A SIDE ROAD ON THE LEFT AT MR. SAM BAUGHS
 DP0529'MAILBOX.  TURN LEFT AND GO NORTHWEST AND NORTH ON A GRADED ROAD
 DP0529'FOR 1.4 MILES TO MR. BAUGHS HOUSE ON THE LEFT.  CONTINUE NORTH FOR
 DP0529'0.05 MILE, PASSING TO THE WEST OF BARN AND THRU 4 GATES.  CONTINUE
 DP0529'NORTHERLY ON A TRACK ROAD FOR 0.4 MILE TO WHERE THE TRACK
 DP0529'ROAD TURNS LEFT, JUST AFTER CROSSING AN ARROYO.  (TO REACH THE
 DP0529'AZIMUTH MARK FROM HERE, CONTINUE NORTH FOR 0.05 MILE TO A FENCE
 DP0529'CORNER AND A GATE ON THE RIGHT, TURN RIGHT PASSING THRU THE
 DP0529'GATE AND GO SOUTHEAST ON A TRACK ROAD FOR 0.1 MILE TO AN OLD GATE
 DP0529'AND THE AZIMUTH MARK ON THE LEFT.) TURN LEFT AND GO WEST AND
 DP0529'NORTH ON THE TRACK ROAD FOR 0.45 MILE TO A FENCE CORNER, TURN
 DP0529'RIGHT AND GO EAST ON THE TRACK ROAD FOR 0.2 MILE TO A BOARD
 DP0529'GATE, PASS THRU THE GATE AND CONTINUE EAST ON THE TRACK ROAD FOR
 DP0529'0.25 MILE TO A SIDE ROAD ON THE RIGHT, CONTINUE EASTERLY ON THE
 DP0529'TRACK ROAD, CROSSING A DAM, FOR 0.1 MILE TO A FORK, TAKE THE
 DP0529'LEFT FORK AND GO NORTH ON A TRACK ROAD FOR 0.45 MILE TO A 3-WAY
 DP0529'FORK.  TURN SHARP LEFT AND GO WEST CROSSING AN ARROYO FOR
 DP0529'0.05 MILE TO A GATE.  PASS THRU THE GATE AND CONTINUE NORTHERLY
 DP0529'ON THE TRACK ROAD FOR 0.6 MILE TO THE BASE OF THE MOUNTAIN AND THE
 DP0529'END OF TRUCK TRAVEL.  FROM HERE PACK NORTHERLY UP THE STEEP
 DP0529'SLOPE TO THE HIGHEST POINT AND THE STATION.  (1 HOUR PACK).
 DP0529'
 DP0529'THE STATION IS LOCATED 13 MILES NORTHEAST OF ROTAN, 13 MILES
 DP0529'SOUTHWEST OF ASPERMONT, 8 MILES SOUTH-SOUTHWEST OF PEACOCK, ON THE
 DP0529'EASTERNMOST AND HIGHEST POINT OF DOUBLE MOUNTAIN, ON PROPERTY OF
 DP0529'MR. S. BAUGH.
 DP0529'
 DP0529'THE STATION MARK, A STANDARD DISK STAMPED LEM 1935 IS CEMENTED IN
 DP0529'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND
 DP0529'SURFACE.  IT IS 30 FEET WEST OF THE NORTHEAST EDGE OF A CLIFF AND
 DP0529'21 FEET NORTH OF THE SOUTH EDGE OF A CLIFF.
 DP0529'
 DP0529'REFERENCE MARK 1 IS THE CENTER OF A DRILL HOLE IN BEDROCK WHICH IS
 DP0529'FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET NORTH OF THE SOUTH
 DP0529'EDGE OF A CLIFF AND 3 FEET WEST OF THE NORTHEAST EDGE OF THE CLIFF.
 DP0529'
 DP0529'REFERENCE MARK 3 IS THE CENTER OF THE SHANK OF THE PREVIOUS MARK
 DP0529'AND IS FLUSH WITH THE GROUND.  IT IS 18 FEET NORTH OF THE SOUTH
 DP0529'EDGE OF THE CLIFF AND 12 FEET WEST OF THE NORTHEAST EDGE OF THE
 DP0529'CLIFF.
 DP0529'
 DP0529'REFERENCE MARK 4, A STANDARD DISK STAMPED LEM 1935 NO 4 1963 IS
 DP0529'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 DP0529'THE GROUND SURFACE.  IT IS 3 FEET NORTH OF THE SOUTH EDGE OF THE
 DP0529'CLIFF AND ON THE MOST SOUTHERLY POINT OF THE MOUNTAIN.
 DP0529'
 DP0529'LEM USGS IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 DP0529'RIVETED TO THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 1.4 FEET
 DP0529'ABOVE THE GROUND SURFACE.  THE DISK IS BADLY BATTERED AND THE
 DP0529'STAMPING IS NO LONGER LEGIBLE.  IT IS 48 FEET NORTH OF THE SOUTH
 DP0529'EDGE OF THE CLIFF AND 35 FEET SOUTH OF THE NORTH EDGE OF THE
 DP0529'CLIFF.
 DP0529'
 DP0529'P.T. 19K USGS IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 DP0529'DISK STAMPED STA NO 19K 1924, CEMENTED IN A DRILL HOLE IN
 DP0529'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 DP0529'DISK IS BADLY BATTERED AND THE STAMPING IS HARDLY LEGIBLE.  IT IS
 DP0529'19 FEET NORTH OF THE SOUTH EDGE OF THE CLIFF AND SET IN THE SAME
 DP0529'ROCK AS THE COAST AND GEODETIC SURVEY STATION MARK DISK.
 DP0529'
 DP0529'NOTE--DUE TO NEW DATA RECEIVED, IT APPEARS THAT THE 1968 VALUE FOR
 DP0529'THE AZIMUTH MARK IS IN ERROR BY ABOUT 28 DEGREES.  THE 1974
 DP0529'OBSERVATIONS COMPARE WITH THE 1935 OBSERVATIONS.
 DP0529'
 DP0529'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
 DP0529'
 DP0529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DP0529'8 MILES SOUTH-SOUTHWEST OF PEACOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1838 ***********************************************************************
 AY1838  DESIGNATION -  LEMING
 AY1838  PID         -  AY1838
 AY1838  STATE/COUNTY-  TX/ATASCOSA
 AY1838  USGS QUAD   -  LEMING (1984)
 AY1838
 AY1838                         *CURRENT SURVEY CONTROL
 AY1838  ___________________________________________________________________
 AY1838* NAD 83(1993)-  29 05 33.46599(N)    098 29 06.22976(W)     ADJUSTED  
 AY1838* NAVD 88     -       157.1    (meters)     515.     (feet)  VERTCON   
 AY1838  ___________________________________________________________________
 AY1838  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AY1838  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY1838
 AY1838  HORZ ORDER  -  SECOND
 AY1838
 AY1838.The horizontal coordinates were established by classical geodetic methods
 AY1838.and adjusted by the National Geodetic Survey in February 1996..
 AY1838
 AY1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1838
 AY1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1838
 AY1838.The geoid height was determined by GEOID03.
 AY1838
 AY1838;                    North         East     Units Scale Factor Converg.
 AY1838;SPC TXSC     - 4,139,674.048   650,123.448   MT  0.99987212   +0 15 08.2
 AY1838;SPC TXSC     -13,581,580.61  2,132,946.68   sFT  0.99987212   +0 15 08.2
 AY1838;UTM  14      - 3,218,357.724   550,110.326   MT  0.99963099   +0 15 01.4
 AY1838
 AY1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1838!SPC TXSC     -   0.99997930  x   0.99987212  =   0.99985142
 AY1838!UTM  14      -   0.99997930  x   0.99963099  =   0.99961030
 AY1838
 AY1838|---------------------------------------------------------------------|
 AY1838| PID    Reference Object                     Distance      Geod. Az  |
 AY1838|                                                           dddmmss.s |
 AY1838| AY1837 LEMING RM 1                           5.542 METERS 05722     |
 AY1838| CV5483 LEMING RM 2                          12.382 METERS 14129     |
 AY1838| CV5482 LEMING AZ MK                                       3453044.6 |
 AY1838|---------------------------------------------------------------------|
 AY1838
 AY1838                          SUPERSEDED SURVEY CONTROL
 AY1838
 AY1838  NAD 83(1986)-  29 05 33.47121(N)    098 29 06.20989(W) AD(       ) 2
 AY1838  NAD 27      -  29 05 32.59099(N)    098 29 05.15698(W) AD(       ) 2
 AY1838  NGVD 29 (07/19/86)  157.0    (m)          515.     (f) VERT ANG       
 AY1838
 AY1838.Superseded values are not recommended for survey control.
 AY1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1838.See file dsdata.txt to determine how the superseded data were derived.
 AY1838
 AY1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5011018358(NAD 83)
 AY1838_MARKER: DS = TRIANGULATION STATION DISK
 AY1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1838
 AY1838  HISTORY     - Date     Condition        Report By
 AY1838  HISTORY     - 1975     MONUMENTED       NGS
 AY1838  HISTORY     - 19930323 MARK NOT FOUND   USPSQD
 AY1838  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AY1838
 AY1838                          STATION DESCRIPTION
 AY1838
 AY1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AY1838'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF PLEASANTON, 6 MILES
 AY1838'NORTHEAST OF POTEET, 2 MILES SOUTH OF ST. JOSEPH AND 1-1/2 MILES
 AY1838'NORTH OF LEMING.  IT IS ON STATE HIGHWAY RIGHT-OF-WAY OF
 AY1838'U.S. HIGHWAY 281, ON THE EAST SIDE AND ON A LOW HILL.  PERMIT
 AY1838'GRANTED FROM MR. R.E. STOTZER JR., DISTRICT ENGINEER, TEXAS
 AY1838'HIGHWAY DEPARTMENT, POST OFFICE BOX 29928, SAN ANTONIO, TEXAS
 AY1838'78284.
 AY1838'
 AY1838'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND FARM ROAD 1470
 AY1838'IN THE SOUTH EDGE OF LEMING, GO NORTHERLY ON U.S. HIGHWAY 281 FOR
 AY1838'1.8 MILES TO A CROSSOVER, CONTINUE 0.05 MILE NORTH ON U.S. HIGHWAY
 AY1838'281 AND THE STATION ON THE RIGHT, EAST SIDE OF ROAD AS
 AY1838'DESCRIBED.  TO REACH THE AZIMUTH MARK CONTINUE NORTH ON
 AY1838'U.S. HIGHWAY 281 FOR 0.85 MILES TO THE MARK ON THE LEFT, IN THE
 AY1838'CONCRETE MEDIAN OF HIGHWAYS.  AS DESCRIBED.
 AY1838'
 AY1838'STATION MARKS ARE STANDARD DISKS STAMPED LEMING 1975.  THE SURFACE
 AY1838'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AY1838'THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 46 FEET
 AY1838'EAST-NORTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF
 AY1838'U.S. HIGHWAY 281, 18 FEET WEST OF METAL WITNESS POST WITH SIGN
 AY1838'ATTACHED AND 17 FEET WEST-SOUTHWEST OF FENCE LINE.  THE
 AY1838'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AY1838'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AY1838'
 AY1838'REFERENCE MARK 1, A STANDARD DISK STAMPED LEMING NO 1 1975, IS SET
 AY1838'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AY1838'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 64 FEET EAST-NORTHEAST OF
 AY1838'THE CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 281, 10
 AY1838'FEET NORTH-NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED AND
 AY1838'1 FOOT WEST OF FENCE LINE.
 AY1838'
 AY1838'REFERENCE MARK 2, A STANDARD DISK STAMPED LEMING NO 2 1975, IS SET
 AY1838'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 AY1838'FLUSH WITH THE GROUND SURFACE.  IT IS 65 FEET EAST-NORTHEAST OF THE
 AY1838'CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 281, 32.5 FEET
 AY1838'SOUTH-SOUTHEAST OF METAL WITNESS POST WITH SIGN ATTACHED AND 1
 AY1838'FOOT WEST OF FENCE LINE.
 AY1838'
 AY1838'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED LEMING AZ
 AY1838'1975, IS CEMENTED IN DRILL HOLE IN THE CONCRETE MEDIAN OF
 AY1838'U.S. HIGHWAY 281.  IT IS SET FLUSH WITH THE SURFACE OF THE
 AY1838'MEDIAN.  IT IS 50.5 FEET WEST OF THE CENTERLINE OF THE NORTH BOUND
 AY1838'LANE OF U.S. HIGHWAY 281, 36 FEET EAST OF THE CENTERLINE OF THE
 AY1838'SOUTH BOUND LANE OF U.S. HIGHWAY 281 AND 20.5 FEET SOUTH OF
 AY1838'METAL POST WITH YIELD SIGN ATTACHED.
 AY1838
 AY1838                          STATION RECOVERY (1993)
 AY1838
 AY1838'RECOVERY NOTE BY US POWER SQUADRON 1993 (GGB)
 AY1838'CONCRETE MEDIANS HAVE BEEN REDONE.  THERE ARE STEEL PIPES CUT OFF AND
 AY1838'THE YIELD POSTS HAVE BEEN RE-LOCATED.  SEARCHED FOR BUT DID NOT
 AY1838'RECOVER.  RM1, RM2 AND AZ MARK WERE NOT LOCATED.  CHECKED WITH THE
 AY1838'LOCAL PEOPLE IN LEMING AND WERE DIRECTED TO THE OLD HIGHWAY 281, BUT
 AY1838'NOT LOCATE ANY OF THE MARKS.
 AY1838
 AY1838                          STATION RECOVERY (1997)
 AY1838
 AY1838'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2115 ***********************************************************************
 AN2115  DESIGNATION -  LENNERT
 AN2115  PID         -  AN2115
 AN2115  STATE/COUNTY-  TX/REFUGIO
 AN2115  USGS QUAD   -  RINCON BEND (1979)
 AN2115
 AN2115                         *CURRENT SURVEY CONTROL
 AN2115  ___________________________________________________________________
 AN2115* NAD 83(1993)-  28 06 56.59689(N)    097 17 28.10735(W)     ADJUSTED  
 AN2115* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AN2115  ___________________________________________________________________
 AN2115  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AN2115  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN2115
 AN2115  HORZ ORDER  -  THIRD
 AN2115
 AN2115.The horizontal coordinates were established by classical geodetic methods
 AN2115.and adjusted by the National Geodetic Survey in February 1996..
 AN2115
 AN2115.The orthometric height was scaled from a topographic map.
 AN2115
 AN2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2115
 AN2115.The geoid height was determined by GEOID03.
 AN2115
 AN2115;                    North         East     Units Scale Factor Converg.
 AN2115;SPC TXSC     - 4,032,525.249   767,915.389   MT  1.00008756   +0 50 13.9
 AN2115;SPC TXSC     -13,230,043.25  2,519,402.41   sFT  1.00008756   +0 50 13.9
 AN2115;SPC TX S     - 5,271,921.343   418,786.491   MT  1.00008368   +0 32 55.8
 AN2115;SPC TX S     -17,296,295.27  1,373,968.68   sFT  1.00008368   +0 32 55.8
 AN2115;UTM  14      - 3,111,201.363   667,853.432   MT  0.99994775   +0 48 19.8
 AN2115
 AN2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2115!SPC TXSC     -   1.00000287  x   1.00008756  =   1.00009043
 AN2115!SPC TX S     -   1.00000287  x   1.00008368  =   1.00008655
 AN2115!UTM  14      -   1.00000287  x   0.99994775  =   0.99995062
 AN2115
 AN2115|---------------------------------------------------------------------|
 AN2115| PID    Reference Object                     Distance      Geod. Az  |
 AN2115|                                                           dddmmss.s |
 AN2115| CV5485 LENNERT RM 1                         48.457 METERS 02018     |
 AN2115| CV5486 LENNERT RM 2                         28.298 METERS 27905     |
 AN2115| CV5484 LENNERT AZ MK                                      3591040.4 |
 AN2115|---------------------------------------------------------------------|
 AN2115
 AN2115                          SUPERSEDED SURVEY CONTROL
 AN2115
 AN2115  NAD 83(1986)-  28 06 56.60368(N)    097 17 28.08802(W) AD(       ) 3
 AN2115  NAD 27      -  28 06 55.55900(N)    097 17 27.11000(W) AD(       ) 3
 AN2115
 AN2115.Superseded values are not recommended for survey control.
 AN2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2115.See file dsdata.txt to determine how the superseded data were derived.
 AN2115
 AN2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6785311201(NAD 83)
 AN2115_MARKER: DS = TRIANGULATION STATION DISK
 AN2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2115
 AN2115  HISTORY     - Date     Condition        Report By
 AN2115  HISTORY     - 1953     MONUMENTED       CGS
 AN2115  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN2115  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2115
 AN2115                          STATION DESCRIPTION
 AN2115
 AN2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2115'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF
 AN2115'WOODSBORO.  5 MILES WEST-NORTHWEST OF BAYSIDE.  AND IS ON
 AN2115'A HIGH BANK OF THE ARANSAS RIVER NEAR THE FARM YARD OF MR.
 AN2115'CARL MUNZENBERGER.
 AN2115'
 AN2115'TO REACH FROM THE POST OFFICE IN WOODSBORO, GO EAST AND
 AN2115'SOUTH ON FARM ROAD 136 FOR 4.45 MILES TO A SIDE ROAD RIGHT.
 AN2115'TURN RIGHT, SOUTH, GO ON FARM ROAD 629 FOR 3.45 MILES TO
 AN2115'A CROSSROAD WHICH IS SOUTH OF THE VILLAGE OF BONNIE VIEW.
 AN2115'TURN LEFT, EAST, AND GO 1 MILE TO A CROSSROAD.  TURN RIGHT,
 AN2115'SOUTH, AND GO 2 MILES TO A GATE.  TURN LEFT, GO EAST AND
 AN2115'SOUTH ON THE MAIN TRAVELED ROAD FOR 0.55 MILE TO A GATE.
 AN2115'PASS THROUGH THE GATE, PASS THE EAST SIDE OF THE HOUSE THEN
 AN2115'GO SOUTHWEST 175 FEET TO THE RIVER BANK AND THE STATION
 AN2115'SITE.
 AN2115'
 AN2115'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2115'POSTS.
 AN2115'
 AN2115'THE STATION MARK IS STAMPED LENNERT 1953, AND IT IS SET
 AN2115'1 FOOT BELOW THE GROUND SURFACE.  THE MARK IS LOCATED 175
 AN2115'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE.
 AN2115'169 FEET SOUTH OF THE CENTER OF AN ELEVATED WATER TANK.
 AN2115'AND 6 FEET NORTH OF A WHITE WITNESS POST.
 AN2115'
 AN2115'REFERENCE MARK NO. 1 IS STAMPED LENNERT NO 1 1953, AND IT
 AN2115'IS SET 1 FOOT BELOW THE GROUND SURFACE.  THE MARK IS LOCATED
 AN2115'8 FEET SOUTH OF THE CENTER OF AN ELEVATED WATER TANK.
 AN2115'
 AN2115'REFERENCE MARK NO. 2 IS STAMPED LENNERT NO 2 1953, AND IT
 AN2115'IS SET 1 FOOT BELOW THE GROUND SURFACE.  THE MARK IS LOCATED
 AN2115'15 FEET NORTH OF THE NORTH EDGE OF THE RIVER BANK.
 AN2115'
 AN2115'THE AZIMUTH MARK IS STAMPED LENNERT 1953, AND IT PROJECTS
 AN2115'6 INCHES.  THE MARK IS LOCATED 0.4 MILE NORTH OF THE STATION.
 AN2115'14 FEET SOUTH OF THE CENTER OF A DIRT ROAD.  2-1/2 FEET
 AN2115'NORTHWEST OF A POWER LINE POLE NO. 15.  AND 2-1/2 FEET NORTHWEST
 AN2115'OF A WHITE WITNESS POST.
 AN2115'
 AN2115'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 AN2115'A DIRT ROAD FOR 0.4 MILE TO A POWER LINE POLE AND THE AZIMUTH
 AN2115'MARK.
 AN2115'
 AN2115'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2115
 AN2115                          STATION RECOVERY (1994)
 AN2115
 AN2115'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2115'MARK NOT FOUND.
 AN2115
 AN2115                          STATION RECOVERY (1999)
 AN2115
 AN2115'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2199 ***********************************************************************
 AN2199  DESIGNATION -  LENZ
 AN2199  PID         -  AN2199
 AN2199  STATE/COUNTY-  TX/KARNES
 AN2199  USGS QUAD   -  LENZ (1987)
 AN2199
 AN2199                         *CURRENT SURVEY CONTROL
 AN2199  ___________________________________________________________________
 AN2199* NAD 83(1993)-  28 45 27.21362(N)    097 57 49.89524(W)     ADJUSTED  
 AN2199* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 AN2199  ___________________________________________________________________
 AN2199  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AN2199  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AN2199
 AN2199  HORZ ORDER  -  FIRST
 AN2199
 AN2199.The horizontal coordinates were established by classical geodetic methods
 AN2199.and adjusted by the National Geodetic Survey in February 1996..
 AN2199
 AN2199.The orthometric height was scaled from a topographic map.
 AN2199
 AN2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2199
 AN2199.The geoid height was determined by GEOID03.
 AN2199
 AN2199;                    North         East     Units Scale Factor Converg.
 AN2199;SPC TXSC     - 4,102,878.678   701,184.992   MT  0.99991364   +0 30 27.4
 AN2199;SPC TXSC     -13,460,861.13  2,300,471.09   sFT  0.99991364   +0 30 27.4
 AN2199;UTM  14      - 3,181,565.835   601,157.560   MT  0.99972628   +0 29 54.7
 AN2199
 AN2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2199!SPC TXSC     -   0.99997775  x   0.99991364  =   0.99989139
 AN2199!UTM  14      -   0.99997775  x   0.99972628  =   0.99970404
 AN2199
 AN2199|---------------------------------------------------------------------|
 AN2199| PID    Reference Object                     Distance      Geod. Az  |
 AN2199|                                                           dddmmss.s |
 AN2199| CV5488 LENZ RM 1                            27.378 METERS 10959     |
 AN2199| CV5487 LENZ AZ MK                                         1555856.1 |
 AN2199| CV5489 LENZ RM 2                            22.566 METERS 18649     |
 AN2199|---------------------------------------------------------------------|
 AN2199
 AN2199                          SUPERSEDED SURVEY CONTROL
 AN2199
 AN2199  NAD 83(1986)-  28 45 27.21710(N)    097 57 49.87628(W) AD(       ) 1
 AN2199  NAD 27      -  28 45 26.28200(N)    097 57 48.86500(W) AD(       ) 1
 AN2199
 AN2199.Superseded values are not recommended for survey control.
 AN2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2199.See file dsdata.txt to determine how the superseded data were derived.
 AN2199
 AN2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS0115881566(NAD 83)
 AN2199_MARKER: DS = TRIANGULATION STATION DISK
 AN2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2199_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2199
 AN2199  HISTORY     - Date     Condition        Report By
 AN2199  HISTORY     - 1952     MONUMENTED       CGS
 AN2199
 AN2199                          STATION DESCRIPTION
 AN2199
 AN2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2199'THE STATION IS LOCATED ABOUT 8 MILES AIR LINE SOUTHWEST
 AN2199'OF KENEDY.  7-1/2 MILES NORTH-NORTHEAST OF PAWNEE.  2 MILES
 AN2199'NORTHWEST OF STATE HIGHWAY 72 AND 75 YARDS SOUTHWEST OF AN
 AN2199'OLD FOUNDATION WHERE THE LENZ HALL ONCE STOOD.
 AN2199'
 AN2199'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AN2199'72 AND FARM ROAD 798 IN PAWNEE, GO NORTH ON STATE HIGHWAY
 AN2199'72 FOR 3.5 MILES TO A PAVED SIDE ROAD LEFT.  CONTINUE NORTH
 AN2199'ON STATE HIGHWAY 72 FOR 3.0 MILES TO A GRAVEL CROSS ROAD
 AN2199'AND A CHURCH IN THE SOUTHEAST ANGLE OF THE CROSS ROAD.  TURN
 AN2199'LEFT ON THE GRAVEL ROAD AND GO 1.3 MILES TO THE AZIMUTH
 AN2199'MARK ON THE NORTHEAST SIDE OF THE ROAD, ABOUT 1/4 MILE NORTH
 AN2199'OF A LARGE FARM HOUSE.  CONTINUE NORTHWEST ON THE GRAVEL
 AN2199'ROAD 0.7 MILE TO A CURVE TO THE LEFT AND THE REMAINS OF
 AN2199'THE OLD LENZ HALL ON THE RIGHT.  CONTINUE AROUND THE CURVE
 AN2199'TO THE STATION ON THE RIGHT, IN THE SOUTHWEST ANGLE OF THE
 AN2199'Y.
 AN2199'
 AN2199'THE STATION MARK, STAMPED LENZ 1952, IS A BRONZE DISK SET
 AN2199'IN A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 AN2199'12 YARDS EAST OF THE CENTER OF A DIRT ROAD.  11 YARDS WEST
 AN2199'OF THE CENTER OF THE GRAVEL ROAD AND 4 FEET NORTH OF A WHITE
 AN2199'WITNESS POST.
 AN2199'
 AN2199'REFERENCE MARK NO. 1, STAMPED LENZ 1952 NO 1, IS A BRONZE
 AN2199'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES
 AN2199'AND IS 10 YARDS WEST OF THE CENTER OF THE GRAVEL ROAD.
 AN2199'
 AN2199'REFERENCE MARK NO. 2, STAMPED LENZ 1952 NO 2, IS A BRONZE
 AN2199'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2199'IT IS 11 YARDS SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD AND
 AN2199'2 FEET WEST OF A FENCE LINE.
 AN2199'
 AN2199'THE AZIMUTH MARK, STAMPED LENZ 1952, IS A BRONZE DISK SET
 AN2199'IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 9
 AN2199'YARDS NORTHEAST OF THE CENTER OF THE GRAVEL ROAD.  15 FEET
 AN2199'WEST-NORTHWEST OF TELEPHONE POLE NO. 114.  3 FEET NORTHWEST
 AN2199'OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0744 ***********************************************************************
 EN0744  DESIGNATION -  LEO
 EN0744  PID         -  EN0744
 EN0744  STATE/COUNTY-  TX/HALL
 EN0744  USGS QUAD   -  NORTH WINDMILL (1981)
 EN0744
 EN0744                         *CURRENT SURVEY CONTROL
 EN0744  ___________________________________________________________________
 EN0744* NAD 83(1993)-  34 20 40.40004(N)    100 47 47.81130(W)     ADJUSTED  
 EN0744* NAVD 88     -       691.     (meters)    2267.     (feet)  SCALED    
 EN0744  ___________________________________________________________________
 EN0744  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 EN0744  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 EN0744
 EN0744  HORZ ORDER  -  FIRST
 EN0744
 EN0744.The horizontal coordinates were established by classical geodetic methods
 EN0744.and adjusted by the National Geodetic Survey in February 1996..
 EN0744
 EN0744.The orthometric height was scaled from a topographic map.
 EN0744
 EN0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0744
 EN0744.The geoid height was determined by GEOID03.
 EN0744
 EN0744;                    North         East     Units Scale Factor Converg.
 EN0744;SPC TX N     - 1,038,455.838   264,723.540   MT  1.00008479   +0 24 27.5
 EN0744;SPC TX N     - 3,407,000.53    868,513.81   sFT  1.00008479   +0 24 27.5
 EN0744;SPC TXNC     - 2,299,289.440   388,678.202   MT  1.00012733   -1 15 09.2
 EN0744;SPC TXNC     - 7,543,585.44  1,275,188.40   sFT  1.00012733   -1 15 09.2
 EN0744;UTM  14      - 3,801,822.659   334,749.528   MT  0.99993661   -1 00 49.8
 EN0744
 EN0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0744!SPC TX N     -   0.99989589  x   1.00008479  =   0.99998067
 EN0744!SPC TXNC     -   0.99989589  x   1.00012733  =   1.00002320
 EN0744!UTM  14      -   0.99989589  x   0.99993661  =   0.99983250
 EN0744
 EN0744|---------------------------------------------------------------------|
 EN0744| PID    Reference Object                     Distance      Geod. Az  |
 EN0744|                                                           dddmmss.s |
 EN0744| CX8522 LEO RM 1                             13.346 METERS 02420     |
 EN0744| CX8521 LEO AZ MK                                          2513549.2 |
 EN0744| CX8523 LEO RM 2                             15.935 METERS 28524     |
 EN0744| EN0747 TURKEY MUNICIPAL TANK               APPROX.10.7 KM 3004035.2 |
 EN0744| EN0746 TURKEY MEMPHIS COMP CO TANK         APPROX.11.0 KM 3034158.8 |
 EN0744| EN0749 TURKEY GAFFORD RANCH SILO           APPROX.15.1 KM 3045234.1 |
 EN0744|---------------------------------------------------------------------|
 EN0744
 EN0744                          SUPERSEDED SURVEY CONTROL
 EN0744
 EN0744  NAD 83(1993)-  34 20 40.40124(N)    100 47 47.80979(W) AD(       ) 1
 EN0744  NAD 83(1986)-  34 20 40.40542(N)    100 47 47.80476(W) AD(       ) 1
 EN0744  NAD 27      -  34 20 40.16754(N)    100 47 46.32024(W) AD(       ) 1
 EN0744
 EN0744.Superseded values are not recommended for survey control.
 EN0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0744.See file dsdata.txt to determine how the superseded data were derived.
 EN0744
 EN0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3475001823(NAD 83)
 EN0744_MARKER: DS = TRIANGULATION STATION DISK
 EN0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0744
 EN0744  HISTORY     - Date     Condition        Report By
 EN0744  HISTORY     - 1964     MONUMENTED       CGS
 EN0744
 EN0744                          STATION DESCRIPTION
 EN0744
 EN0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0744'THE STATION IS ABOUT 14-1/2 MILES EAST OF QUITAQUE, 13 MILES
 EN0744'NORTHEAST OF FLOMONT AND 5-1/4 MILES SOUTHEAST OF TURKEY, NEAR SOME
 EN0744'FARM BUILDINGS, ON PROPERTY OWNED BY MR. LEO STEWART.
 EN0744'
 EN0744'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 86 IN
 EN0744'THE EAST EDGE OF TURKEY, GO SOUTH ON HIGHWAY 70 FOR 0.8 MILE TO THE
 EN0744'JUNCTION WITH FARM ROAD 656 ON THE LEFT.  TURN LEFT ON FARM ROAD
 EN0744'656 AND GO EAST AND SOUTH FOR 1.9 MILES TO A CEMETERY ON EACH SIDE
 EN0744'OF THE ROAD.  CONTINUE SOUTH AND EAST ON THE FARM ROAD FOR 5.75
 EN0744'MILES TO WHERE THE FARM ROAD TURNS RIGHT, SOUTH AND A GRADED
 EN0744'ROAD CONTINUES STRAIGHT AHEAD, EAST.  CONTINUE EAST ON GRADED
 EN0744'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 EN0744'ON GRADED ROAD FOR 0.35 MILE TO SOME FARM BUILDINGS AND THE
 EN0744'STATION.
 EN0744'
 EN0744'STATION MARK IS A STANDARD DISK, STAMPED LEO 1964, SET IN THE TOP OF
 EN0744'A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 57.5 FEET
 EN0744'EAST OF THE NORTHEAST LEG OF A WINDMILL, 50 FEET EAST OF A FENCE
 EN0744'CORNER POST, 45 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD, 19
 EN0744'FEET NORTH OF THE NORTHEAST CORNER OF A SMALL WOODEN BUILDING AND
 EN0744'2.5 FEET WEST-SOUTHWEST OF A WITNESS POST.
 EN0744'
 EN0744'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEO NO 1 1964, SET IN
 EN0744'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0744'IS 46.5 FEET NORTH-NORTHEAST OF THE WITNESS POST, 73 FEET
 EN0744'EAST-NORTHEAST OF THE FENCE CORNER POST AND ABOUT THE SAME ELEVATION
 EN0744'AS THE STATION.
 EN0744'
 EN0744'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEO NO 2 1964, SET IN
 EN0744'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 EN0744'85 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 54 FEET WEST OF THE
 EN0744'WITNESS POST, 3.5 FEET WEST OF THE FENCE CORNER POST AND ABOUT
 EN0744'THE SAME ELEVATION AS THE STATION.
 EN0744'
 EN0744'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEO 1964, SET IN THE TOP OF
 EN0744'A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 11 FEET
 EN0744'NORTH OF THE CENTERLINE OF A GRADED ROAD, 3 FEET NORTHEAST OF THE
 EN0744'SOUTH GATE POST OF A WIRE GATE AND 2.8 FEET WEST OF A WITNESS
 EN0744'POST.
 EN0744'
 EN0744'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0888 ***********************************************************************
 BP0888  DESIGNATION -  LEON
 BP0888  PID         -  BP0888
 BP0888  STATE/COUNTY-  TX/PECOS
 BP0888  USGS QUAD   -  BELDING NE (1970)
 BP0888
 BP0888                         *CURRENT SURVEY CONTROL
 BP0888  ___________________________________________________________________
 BP0888* NAD 83(1993)-  30 54 42.52370(N)    103 02 01.05918(W)     ADJUSTED  
 BP0888* NAVD 88     -       982.     (meters)    3222.     (feet)  SCALED    
 BP0888  ___________________________________________________________________
 BP0888  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BP0888  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 BP0888
 BP0888  HORZ ORDER  -  SECOND
 BP0888
 BP0888.The horizontal coordinates were established by classical geodetic methods
 BP0888.and adjusted by the National Geodetic Survey in February 1996..
 BP0888
 BP0888.The orthometric height was scaled from a topographic map.
 BP0888
 BP0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0888
 BP0888.The geoid height was determined by GEOID03.
 BP0888
 BP0888;                    North         East     Units Scale Factor Converg.
 BP0888;SPC TX C     - 3,141,162.864   441,928.928   MT  0.99988296   -1 23 26.9
 BP0888;SPC TX C     -10,305,631.83  1,449,895.16   sFT  0.99988296   -1 23 26.9
 BP0888;UTM  13      - 3,421,485.480   687,911.913   MT  1.00003559   +1 00 37.6
 BP0888
 BP0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0888!SPC TX C     -   0.99984944  x   0.99988296  =   0.99973242
 BP0888!UTM  13      -   0.99984944  x   1.00003559  =   0.99988503
 BP0888
 BP0888:                Primary Azimuth Mark                     Grid Az
 BP0888:SPC TX C     -  FORT STOCKTON MUNICIPAL TANK E           101 05 27.1
 BP0888:UTM  13      -  FORT STOCKTON MUNICIPAL TANK E           098 41 22.6
 BP0888
 BP0888|---------------------------------------------------------------------|
 BP0888| PID    Reference Object                     Distance      Geod. Az  |
 BP0888|                                                           dddmmss.s |
 BP0888| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX.14.5 KM 0994200.2 |
 BP0888| BP0882 FORT STOCKTON MUNICIPAL TANK W      APPROX.13.4 KM 1015429.0 |
 BP0888| CH8865 LEON RM 1                            24.737 METERS 17636     |
 BP0888| CH8866 LEON RM 2                            22.083 METERS 24734     |
 BP0888| CH8864 LEON AZ MK                                         2722107.3 |
 BP0888|---------------------------------------------------------------------|
 BP0888
 BP0888                          SUPERSEDED SURVEY CONTROL
 BP0888
 BP0888  NAD 83(1986)-  30 54 42.52712(N)    103 02 01.05438(W) AD(       ) 2
 BP0888  NAD 27      -  30 54 41.97100(N)    103 01 59.47600(W) AD(       ) 2
 BP0888
 BP0888.Superseded values are not recommended for survey control.
 BP0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0888.See file dsdata.txt to determine how the superseded data were derived.
 BP0888
 BP0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ8791221485(NAD 83)
 BP0888_MARKER: DS = TRIANGULATION STATION DISK
 BP0888_SETTING: 66 = SET IN ROCK OUTCROP
 BP0888_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BP0888
 BP0888  HISTORY     - Date     Condition        Report By
 BP0888  HISTORY     - 1943     MONUMENTED       CGS
 BP0888
 BP0888                          STATION DESCRIPTION
 BP0888
 BP0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0888'STATION IS LOCATED 6.5 MILES WEST-NORTHWEST OF FT. STOCKTON
 BP0888'BY AIRLINE.
 BP0888'
 BP0888'TO REACH FROM THE JUNCTION OF HIGHWAYS U.S. 290 AND U.S. 285,
 BP0888'100 YARDS SOUTHWEST OF THE DEPOT IN FT. STOCKTON, GO WEST ON
 BP0888'U.S. HIGHWAY 290 FOR 8.1 MILES.  THENCE RIGHT ACROSS CATTLE
 BP0888'GUARD AND FOLLOW TRACK ROAD NORTHEASTERLY TOWARD STONE RANCH
 BP0888'HOUSE FOR 0.35 MILE TO FORK JUST SOUTHWEST OF THE HOUSE.
 BP0888'TAKE LEFT FORK FOR 0.1 MILE, PASS THROUGH GATE JUST WEST OF
 BP0888'WINDMILL AND TURN LEFT IN LANE 0.45 MILE TO FORK.  TAKE
 BP0888'RIGHT FORK 0.3 MILE TO TRACK ROAD LEADING SHARP LEFT ALONG THE
 BP0888'EDGE OF THE RIM.  TURN SHARP LEFT ON TRACK ROAD WESTERLY
 BP0888'ALONG RIM FOR 0.6 MILE TO STATION ON RIGHT.
 BP0888'
 BP0888'STATION IS LOCATED NEAR THE WESTERN SLOPE OF A FLAT TOP MESA,
 BP0888'ABOUT 30 YARDS.  A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 BP0888'BEDROCK STAMPED LEON 1943.
 BP0888'
 BP0888'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.  A STANDARD
 BP0888'BRONZE DISK SET IN A DRILL HOLE IN BED ROCK STAMPED LEON NO 1
 BP0888'1943.
 BP0888'
 BP0888'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  A STANDARD
 BP0888'BRONZE DISK SET IN A DRILL HOLE IN BED ROCK STAMPED LEON NO 2 1943.
 BP0888'
 BP0888'AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION ON TOP OF A LOW HILL,
 BP0888'AND IS 168 PACES WEST OF A NORTH SOUTH FENCE.  A STANDARD BRONZE
 BP0888'DISK SET IN A DRILL HOLE IN BED ROCK STAMPED LEON 1943.
 BP0888'
 BP0888'A 10-FOOT STAND WAS USED OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0809 ***********************************************************************
 AY0809  DESIGNATION -  LEON 2 RM 4
 AY0809  PID         -  AY0809
 AY0809  STATE/COUNTY-  TX/BEXAR
 AY0809  USGS QUAD   -  TERRELL WELLS (1992)
 AY0809
 AY0809                         *CURRENT SURVEY CONTROL
 AY0809  ___________________________________________________________________
 AY0809* NAD 83(1986)-  29 16 34.     (N)    098 34 15.     (W)     SCALED    
 AY0809* NAVD 88     -       184.430  (meters)     605.08   (feet)  ADJUSTED  
 AY0809  ___________________________________________________________________
 AY0809  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AY0809  DYNAMIC HT  -         184.164 (meters)     604.21  (feet)  COMP
 AY0809  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 AY0809
 AY0809  VERT ORDER  -  FIRST     CLASS II
 AY0809
 AY0809.The horizontal coordinates were scaled from a topographic map and have
 AY0809.an estimated accuracy of +/- 6 seconds.
 AY0809
 AY0809.The orthometric height was determined by differential leveling
 AY0809.and adjusted by the National Geodetic Survey in June 1991..
 AY0809
 AY0809.The geoid height was determined by GEOID03.
 AY0809
 AY0809.The dynamic height is computed by dividing the NAVD 88
 AY0809.geopotential number by the normal gravity value computed on the
 AY0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0809.degrees latitude (g = 980.6199 gals.).
 AY0809
 AY0809.The modeled gravity was interpolated from observed gravity values.
 AY0809
 AY0809;                    North         East    Units  Estimated Accuracy
 AY0809;SPC TXSC     - 4,159,970.      641,700.      MT  (+/- 180 meters Scaled)
 AY0809
 AY0809                          SUPERSEDED SURVEY CONTROL
 AY0809
 AY0809  NGVD 29 (??/??/92)  184.332  (m)          604.76   (f) ADJ UNCH    1 2
 AY0809
 AY0809.Superseded values are not recommended for survey control.
 AY0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0809.See file dsdata.txt to determine how the superseded data were derived.
 AY0809
 AY0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT416386(NAD 83)
 AY0809_MARKER: DR = REFERENCE MARK DISK
 AY0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0809_STAMPING: LEON 2 NO 4 1953
 AY0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0809+STABILITY: SURFACE MOTION
 AY0809
 AY0809  HISTORY     - Date     Condition        Report By
 AY0809  HISTORY     - 1953     MONUMENTED       CGS
 AY0809  HISTORY     - 1985     GOOD             LOCSUR
 AY0809  HISTORY     - 19950524 MARK NOT FOUND   USPSQD
 AY0809
 AY0809                          STATION DESCRIPTION
 AY0809
 AY0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0809'4.3 MI SW FROM SAN ANTONIO.
 AY0809'4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 346 (PALO ALTO ROAD) FROM ITS
 AY0809'INTERSECTION WITH CHAVANAUX ROAD AT SAN ANTONIO, 0.1 MILE SOUTH OF A
 AY0809'FARMHOUSE, 0.3 MILE NORTH OF A JUNCTION WITH WATSON ROAD, 95.5 FEET
 AY0809'SOUTH OF TRIANGULATION STATION LEON 2 1953, 50 FEET EAST OF THE CENTER
 AY0809'LINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 AY0809'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0809
 AY0809                          STATION RECOVERY (1985)
 AY0809
 AY0809'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (TB)
 AY0809'RECOVERED IN GOOD CONDITION.
 AY0809
 AY0809                          STATION RECOVERY (1995)
 AY0809
 AY0809'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0812 ***********************************************************************
 AY0812  DESIGNATION -  LEON AZ MK
 AY0812  PID         -  AY0812
 AY0812  STATE/COUNTY-  TX/BEXAR
 AY0812  USGS QUAD   -  TERRELL WELLS (1992)
 AY0812
 AY0812                         *CURRENT SURVEY CONTROL
 AY0812  ___________________________________________________________________
 AY0812* NAD 83(1986)-  29 16 24.     (N)    098 34 33.     (W)     SCALED    
 AY0812* NAVD 88     -       184.447  (meters)     605.14   (feet)  ADJUSTED  
 AY0812  ___________________________________________________________________
 AY0812  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AY0812  DYNAMIC HT  -         184.180 (meters)     604.26  (feet)  COMP
 AY0812  MODELED GRAV-     979,196.6   (mgal)                       NAVD 88
 AY0812
 AY0812  VERT ORDER  -  FIRST     CLASS II
 AY0812
 AY0812.The horizontal coordinates were scaled from a topographic map and have
 AY0812.an estimated accuracy of +/- 6 seconds.
 AY0812
 AY0812.The orthometric height was determined by differential leveling
 AY0812.and adjusted by the National Geodetic Survey in June 1991..
 AY0812
 AY0812.The geoid height was determined by GEOID03.
 AY0812
 AY0812.The dynamic height is computed by dividing the NAVD 88
 AY0812.geopotential number by the normal gravity value computed on the
 AY0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0812.degrees latitude (g = 980.6199 gals.).
 AY0812
 AY0812.The modeled gravity was interpolated from observed gravity values.
 AY0812
 AY0812;                    North         East    Units  Estimated Accuracy
 AY0812;SPC TXSC     - 4,159,670.      641,220.      MT  (+/- 180 meters Scaled)
 AY0812
 AY0812                          SUPERSEDED SURVEY CONTROL
 AY0812
 AY0812  NGVD 29 (??/??/92)  184.349  (m)          604.82   (f) ADJ UNCH    1 2
 AY0812
 AY0812.Superseded values are not recommended for survey control.
 AY0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0812.See file dsdata.txt to determine how the superseded data were derived.
 AY0812
 AY0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT412383(NAD 83)
 AY0812_MARKER: DZ = AZIMUTH MARK DISK
 AY0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0812_STAMPING: LEON 2 1953
 AY0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0812+STABILITY: SURFACE MOTION
 AY0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY0812+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2002
 AY0812
 AY0812  HISTORY     - Date     Condition        Report By
 AY0812  HISTORY     - 1943     MONUMENTED       CGS
 AY0812  HISTORY     - 1953     GOOD             CGS
 AY0812  HISTORY     - 1975     GOOD             NGS
 AY0812  HISTORY     - 19950524 MARK NOT FOUND   USPSQD
 AY0812  HISTORY     - 20020715 GOOD             INDIV
 AY0812
 AY0812                          STATION DESCRIPTION
 AY0812
 AY0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0812'4.75 MI SW FROM SAN ANTONIO.
 AY0812'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 346 (PALO ALTO ROAD) FROM ITS
 AY0812'INTERSECTION WITH CHAVANAUX ROAD AT SAN ANTONIO, THENCE 0.15 MILE WEST
 AY0812'ALONG WATSON ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2
 AY0812'FEET NORTH OF A FENCE, 2 FEET EAST OF A FENCE LEADING NORTH, 4 FEET
 AY0812'WEST OF A WITNESS POST, 0.4 MILE SOUTHWEST OF TRIANGULATION STATION
 AY0812'LEON 2 1953, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AY0812'ABOVE THE GROUND.
 AY0812
 AY0812                          STATION RECOVERY (1975)
 AY0812
 AY0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AY0812'RECOVERED IN GOOD CONDITION.
 AY0812
 AY0812                          STATION RECOVERY (1995)
 AY0812
 AY0812'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0812'MARK NOT FOUND.
 AY0812
 AY0812                          STATION RECOVERY (2002)
 AY0812
 AY0812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 AY0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0810 ***********************************************************************
 AY0810  DESIGNATION -  LEON RM 2
 AY0810  PID         -  AY0810
 AY0810  STATE/COUNTY-  TX/BEXAR
 AY0810  USGS QUAD   -  TERRELL WELLS (1992)
 AY0810
 AY0810                         *CURRENT SURVEY CONTROL
 AY0810  ___________________________________________________________________
 AY0810* NAD 83(1986)-  29 16 35.     (N)    098 34 15.     (W)     SCALED    
 AY0810* NAVD 88     -       184.144  (meters)     604.15   (feet)  ADJUSTED  
 AY0810  ___________________________________________________________________
 AY0810  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AY0810  DYNAMIC HT  -         183.878 (meters)     603.27  (feet)  COMP
 AY0810  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 AY0810
 AY0810  VERT ORDER  -  FIRST     CLASS II
 AY0810
 AY0810.The horizontal coordinates were scaled from a topographic map and have
 AY0810.an estimated accuracy of +/- 6 seconds.
 AY0810
 AY0810.The orthometric height was determined by differential leveling
 AY0810.and adjusted by the National Geodetic Survey in June 1991..
 AY0810
 AY0810.The geoid height was determined by GEOID03.
 AY0810
 AY0810.The dynamic height is computed by dividing the NAVD 88
 AY0810.geopotential number by the normal gravity value computed on the
 AY0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0810.degrees latitude (g = 980.6199 gals.).
 AY0810
 AY0810.The modeled gravity was interpolated from observed gravity values.
 AY0810
 AY0810;                    North         East    Units  Estimated Accuracy
 AY0810;SPC TXSC     - 4,160,010.      641,700.      MT  (+/- 180 meters Scaled)
 AY0810
 AY0810                          SUPERSEDED SURVEY CONTROL
 AY0810
 AY0810  NGVD 29 (??/??/92)  184.047  (m)          603.83   (f) ADJ UNCH    1 2
 AY0810
 AY0810.Superseded values are not recommended for survey control.
 AY0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0810.See file dsdata.txt to determine how the superseded data were derived.
 AY0810
 AY0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT416386(NAD 83)
 AY0810_MARKER: DR = REFERENCE MARK DISK
 AY0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0810_STAMPING: LEON NO 2 1943
 AY0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0810+STABILITY: SURFACE MOTION
 AY0810
 AY0810  HISTORY     - Date     Condition        Report By
 AY0810  HISTORY     - 1943     MONUMENTED       CGS
 AY0810  HISTORY     - 1953     GOOD             NGS
 AY0810  HISTORY     - 19950524 MARK NOT FOUND   USPSQD
 AY0810
 AY0810                          STATION DESCRIPTION
 AY0810
 AY0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0810'4.3 MI SW FROM SAN ANTONIO.
 AY0810'4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 346 (PALO ALTO ROAD) FROM ITS
 AY0810'INTERSECTION WITH CHAVANAUX ROAD AT SAN ANTONIO, 0.1 MILE SOUTH OF A
 AY0810'FARMHOUSE, 0.3 MILE NORTH OF A JUNCTION WITH WATSON ROAD, 91.7 FEET
 AY0810'NORTHWEST OF TRIANGULATION STATION LEON 2 1953, 30 FEET WEST OF THE
 AY0810'CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF
 AY0810'A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AY0810
 AY0810                          STATION RECOVERY (1995)
 AY0810
 AY0810'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0811 ***********************************************************************
 AY0811  DESIGNATION -  LEON RM 3
 AY0811  PID         -  AY0811
 AY0811  STATE/COUNTY-  TX/BEXAR
 AY0811  USGS QUAD   -  TERRELL WELLS (1992)
 AY0811
 AY0811                         *CURRENT SURVEY CONTROL
 AY0811  ___________________________________________________________________
 AY0811* NAD 83(1986)-  29 16 35.     (N)    098 34 15.     (W)     SCALED    
 AY0811* NAVD 88     -       184.144  (meters)     604.15   (feet)  ADJUSTED  
 AY0811  ___________________________________________________________________
 AY0811  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AY0811  DYNAMIC HT  -         183.878 (meters)     603.27  (feet)  COMP
 AY0811  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 AY0811
 AY0811  VERT ORDER  -  FIRST     CLASS II
 AY0811
 AY0811.The horizontal coordinates were scaled from a topographic map and have
 AY0811.an estimated accuracy of +/- 6 seconds.
 AY0811
 AY0811.The orthometric height was determined by differential leveling
 AY0811.and adjusted by the National Geodetic Survey in June 1991..
 AY0811
 AY0811.The geoid height was determined by GEOID03.
 AY0811
 AY0811.The dynamic height is computed by dividing the NAVD 88
 AY0811.geopotential number by the normal gravity value computed on the
 AY0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0811.degrees latitude (g = 980.6199 gals.).
 AY0811
 AY0811.The modeled gravity was interpolated from observed gravity values.
 AY0811
 AY0811;                    North         East    Units  Estimated Accuracy
 AY0811;SPC TXSC     - 4,160,010.      641,700.      MT  (+/- 180 meters Scaled)
 AY0811
 AY0811                          SUPERSEDED SURVEY CONTROL
 AY0811
 AY0811  NGVD 29 (??/??/92)  184.046  (m)          603.82   (f) ADJ UNCH    1 2
 AY0811
 AY0811.Superseded values are not recommended for survey control.
 AY0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0811.See file dsdata.txt to determine how the superseded data were derived.
 AY0811
 AY0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT416386(NAD 83)
 AY0811_MARKER: DR = REFERENCE MARK DISK
 AY0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0811_STAMPING: LEON 1943 NO 3 1950
 AY0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0811+STABILITY: SURFACE MOTION
 AY0811
 AY0811  HISTORY     - Date     Condition        Report By
 AY0811  HISTORY     - 1950     MONUMENTED       CGS
 AY0811  HISTORY     - 1953     GOOD             NGS
 AY0811  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 AY0811
 AY0811                          STATION DESCRIPTION
 AY0811
 AY0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0811'4.3 MI SW FROM SAN ANTONIO.
 AY0811'4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 346 (PALO ALTO ROAD) FROM ITS
 AY0811'INTERSECTION WITH CHAVANAUX ROAD AT SAN ANTONIO, 0.1 MILE SOUTH OF A
 AY0811'FARMHOUSE, 0.3 MILE NORTH OF A JUNCTION WITH WATSON ROAD, 50 FEET EAST
 AY0811'OF THE CENTER LINE OF THE HIGHWAY, 46.6 FEET NORTH OF TRIANGULATION
 AY0811'STATION LEON 2 1953, 1.4 FEET WEST OF A FENCE, SET IN THE TOP OF A
 AY0811'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AY0811
 AY0811                          STATION RECOVERY (1985)
 AY0811
 AY0811'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (TB)
 AY0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0745 ***********************************************************************
 AO0745  DESIGNATION -  LEONA
 AO0745  PID         -  AO0745
 AO0745  STATE/COUNTY-  TX/ZAVALA
 AO0745  USGS QUAD   -  BATESVILLE (1972)
 AO0745
 AO0745                         *CURRENT SURVEY CONTROL
 AO0745  ___________________________________________________________________
 AO0745* NAD 83(1993)-  28 56 10.43487(N)    099 36 36.51175(W)     ADJUSTED  
 AO0745* NAVD 88     -       213.77   (+/-2cm)     701.3    (feet)  VERTCON   
 AO0745  ___________________________________________________________________
 AO0745  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AO0745  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AO0745
 AO0745  HORZ ORDER  -  FIRST
 AO0745  VERT ORDER  -  THIRD ? (See Below)
 AO0745
 AO0745.The horizontal coordinates were established by classical geodetic methods
 AO0745.and adjusted by the National Geodetic Survey in February 1996..
 AO0745
 AO0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0745.The vertical order pertains to the NGVD 29 superseded value.
 AO0745
 AO0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0745
 AO0745.The geoid height was determined by GEOID03.
 AO0745
 AO0745;                    North         East     Units Scale Factor Converg.
 AO0745;SPC TXSC     - 4,122,386.478   540,518.937   MT  0.99988729   -0 17 56.1
 AO0745;SPC TXSC     -13,524,862.97  1,773,352.55   sFT  0.99988729   -0 17 56.1
 AO0745;UTM  14      - 3,201,073.887   440,535.156   MT  0.99964363   -0 17 42.8
 AO0745
 AO0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0745!SPC TXSC     -   0.99997010  x   0.99988729  =   0.99985739
 AO0745!UTM  14      -   0.99997010  x   0.99964363  =   0.99961374
 AO0745
 AO0745|---------------------------------------------------------------------|
 AO0745| PID    Reference Object                     Distance      Geod. Az  |
 AO0745|                                                           dddmmss.s |
 AO0745| CV5492 LEONA RM 1                           52.511 METERS 01738     |
 AO0745| CV5493 LEONA RM 2                           33.065 METERS 10734     |
 AO0745| AO0748 LOMA VISTA RAD MAST                 APPROX.15.5 KM 1744858.0 |
 AO0745| AO0750 BATESVILLE CABLE VISION MAST        APPROX.14.8 KM 1782122.8 |
 AO0745| AO0752 BATESVILLE RAD MAST                 APPROX. 3.2 KM 3094432.6 |
 AO0745| CV5491 LEONA AZ MK                                        3351921.3 |
 AO0745| AO0746 BATESVILLE TANK                     APPROX. 2.2 KM 3365152.9 |
 AO0745|---------------------------------------------------------------------|
 AO0745
 AO0745                          SUPERSEDED SURVEY CONTROL
 AO0745
 AO0745  NAD 83(1986)-  28 56 10.43281(N)    099 36 36.49104(W) AD(       ) 1
 AO0745  NAD 27      -  28 56 09.53580(N)    099 36 35.30688(W) AD(       ) 1
 AO0745  NGVD 29 (07/19/86)  213.65   (m)          701.0    (f) LEVELING    3  
 AO0745
 AO0745.Superseded values are not recommended for survey control.
 AO0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0745.See file dsdata.txt to determine how the superseded data were derived.
 AO0745
 AO0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT4053501074(NAD 83)
 AO0745_MARKER: DS = TRIANGULATION STATION DISK
 AO0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0745
 AO0745  HISTORY     - Date     Condition        Report By
 AO0745  HISTORY     - 1972     MONUMENTED       NGS
 AO0745  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AO0745  HISTORY     - 20010517 MARK NOT FOUND   USPSQD
 AO0745
 AO0745                          STATION DESCRIPTION
 AO0745
 AO0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0745'THE STATION IS ABOUT 1-1/2 MILES SOUTH AND 1/2 MILE EAST OF THE
 AO0745'JUNCTION OF U.S. HIGHWAY 57 AND FARM ROAD 117 IN BATESVILLE AND ON
 AO0745'THE WEST RIGHT-OF-WAY OF FARM ROAD 117.
 AO0745'
 AO0745'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 57 AND FARM
 AO0745'ROAD 117 IN BATESVILLE, GO SOUTH-SOUTHEAST ON FARM ROAD 117 FOR 1.0
 AO0745'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH-SOUTHEAST ON
 AO0745'FARM ROAD 117 FOR 0.9 MILE TO A SIDE ROAD ON THE RIGHT AND THE
 AO0745'STATION ON THE RIGHT.
 AO0745'
 AO0745'STATION MARKS ARE STANDARD DISK, STAMPED LEONA 1972.  THE SURFACE
 AO0745'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0745'THAT IS 6 INCHES UNDERGROUND.  IT IS 59.0 FEET SOUTHWEST OF THE
 AO0745'CENTER OF FARM ROAD 117, 30.0 FEET NORTH-NORTHWEST OF THE CENTER OF A
 AO0745'METAL GATE, 29.0 FEET NORTHWEST OF THE CENTER OF A GRADED ROAD AND
 AO0745'11.3 FEET NORTH-NORTHEAST OF A WITNESS POST.  THE UNDERGROUND
 AO0745'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 AO0745'GROUND SURFACE.
 AO0745'
 AO0745'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEONA NO 1 1972, SET IN
 AO0745'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0745'WITH THE GROUND.  IT IS 57.0 FEET NORTHEAST OF THE CENTER OF FARM
 AO0745'ROAD 117, 1.3 FEET SOUTHWEST OF A POWER LINE POLE AND ABOUT THE SAME
 AO0745'ELEVATION AS THE STATION.
 AO0745'
 AO0745'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEONA NO 2 1972,
 AO0745'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE EAST HEADWALL OF A
 AO0745'CONCRETE, BOX CULVERT.  IT IS 21.0 FEET NORTHEAST OF THE CENTER
 AO0745'OF FARM ROAD 117 AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AO0745'
 AO0745'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEONA 1972, SET IN THE TOP
 AO0745'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1 INCH.
 AO0745'IT IS 66.0 FEET SOUTHWEST OF THE CENTER OF FARM ROAD 117, 18.0 FEET
 AO0745'NORTHWEST OF THE CENTER OF A GRAVELED STREET, 2.6 FEET NORTHEAST
 AO0745'OF A POWER LINE POLE NUMBERED 10 AND 2.1 FEET SOUTHWEST OF A
 AO0745'WITNESS POST.
 AO0745'
 AO0745'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 AO0745
 AO0745                          STATION RECOVERY (1997)
 AO0745
 AO0745'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0745'MARK NOT FOUND.
 AO0745
 AO0745                          STATION RECOVERY (2001)
 AO0745
 AO0745'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1099 ***********************************************************************
 DN1099  DESIGNATION -  LEONARD
 DN1099  PID         -  DN1099
 DN1099  STATE/COUNTY-  TX/FANNIN
 DN1099  USGS QUAD   -  LEONARD (1964)
 DN1099
 DN1099                         *CURRENT SURVEY CONTROL
 DN1099  ___________________________________________________________________
 DN1099* NAD 83(1993)-  33 23 28.38128(N)    096 14 32.52647(W)     ADJUSTED  
 DN1099* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 DN1099  ___________________________________________________________________
 DN1099  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DN1099  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN1099
 DN1099  HORZ ORDER  -  SECOND
 DN1099
 DN1099.The horizontal coordinates were established by classical geodetic methods
 DN1099.and adjusted by the National Geodetic Survey in February 1996..
 DN1099
 DN1099.The orthometric height was scaled from a topographic map.
 DN1099
 DN1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1099
 DN1099.The geoid height was determined by GEOID03.
 DN1099
 DN1099;                    North         East     Units Scale Factor Converg.
 DN1099;SPC TXNC     - 2,193,493.313   810,007.643   MT  0.99989013   +1 13 52.7
 DN1099;SPC TXNC     - 7,196,485.98  2,657,500.08   sFT  0.99989013   +1 13 52.7
 DN1099;UTM  14      - 3,698,057.418   756,502.906   MT  1.00041124   +1 31 06.6
 DN1099
 DN1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1099!SPC TXNC     -   0.99996871  x   0.99989013  =   0.99985884
 DN1099!UTM  14      -   0.99996871  x   1.00041124  =   1.00037993
 DN1099
 DN1099:                Primary Azimuth Mark                     Grid Az
 DN1099:SPC TXNC     -  WOLFE CITY NE TEX OIL MILL TK            095 50 19.2
 DN1099:UTM  14      -  WOLFE CITY NE TEX OIL MILL TK            095 33 05.3
 DN1099
 DN1099|---------------------------------------------------------------------|
 DN1099| PID    Reference Object                     Distance      Geod. Az  |
 DN1099|                                                           dddmmss.s |
 DN1099| DN1090 WOLFE CITY NE TEX OIL MILL TK       APPROX.16.1 KM 0970411.9 |
 DN1099| DN1091 WOLFE CITY MUNICIPAL TANK           APPROX.16.4 KM 0974802.7 |
 DN1099| CY1481 LEONARD RM 1                         25.698 METERS 09950     |
 DN1099| DN1095 CELESTE MUNICIPAL TANK              APPROX.11.7 KM 1580443.2 |
 DN1099| DN1096 LEONARD MUNICIPAL TANK              333.456 METERS 21738     |
 DN1099| DN1000 LEONARD AZ MK                                      2784429.4 |
 DN1099| CY1482 LEONARD RM 2                         18.779 METERS 27906     |
 DN1099|---------------------------------------------------------------------|
 DN1099
 DN1099                          SUPERSEDED SURVEY CONTROL
 DN1099
 DN1099  NAD 83(1993)-  33 23 28.38323(N)    096 14 32.52298(W) AD(       ) 2
 DN1099  NAD 83(1986)-  33 23 28.38795(N)    096 14 32.51543(W) AD(       ) 2
 DN1099  NAD 27      -  33 23 27.99420(N)    096 14 31.59520(W) AD(       ) 2
 DN1099
 DN1099.Superseded values are not recommended for survey control.
 DN1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1099.See file dsdata.txt to determine how the superseded data were derived.
 DN1099
 DN1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5650398057(NAD 83)
 DN1099_MARKER: DS = TRIANGULATION STATION DISK
 DN1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1099
 DN1099  HISTORY     - Date     Condition        Report By
 DN1099  HISTORY     - 1957     MONUMENTED       CGS
 DN1099  HISTORY     - 1958     GOOD             CGS
 DN1099  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DN1099
 DN1099                          STATION DESCRIPTION
 DN1099
 DN1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1099'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF LEONARD ON
 DN1099'THE ROAD RIGHT-OF-WAY, ABOUT 0.05 MILE WEST OF A POINT WHERE
 DN1099'U.S. HIGHWAY 69 CURVES SOUTH, 76 FEET EAST OF THE CENTER OF
 DN1099'A DRIVEWAY AND 54 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 DN1099'THE MARK IS STAMPED LEONARD 1957 AND IS FLUSH WITH THE GROUND
 DN1099'SURFACE.
 DN1099'
 DN1099'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 56 FEET NORTH
 DN1099'OF THE CENTER OF U.S. HIGHWAY 69 AND 6 FEET SOUTH OF A CONCRETE
 DN1099'POST.  THE MARK IS STAMPED LEONARD NO 1 1957 AND IS FLUSH WITH
 DN1099'THE GROUND SURFACE.
 DN1099'
 DN1099'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 53 FEET NORTH
 DN1099'OF THE CENTER OF U.S. HIGHWAY 69 AND 15 FEET EAST OF THE
 DN1099'CENTER OF A DRIVEWAY.  THE MARK IS STAMPED LEONARD NO 2
 DN1099'1957 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1099'
 DN1099'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 120 FEET EAST
 DN1099'OF THE EAST END OF A WIRE GATE, 61 FEET SOUTH OF THE CENTER OF
 DN1099'U.S. HIGHWAY 69, 1 FOOT NORTH OF AN EAST-WEST FENCE AND
 DN1099'1 FOOT EAST OF A WITNESS POST.  THE MARK IS STAMPED LEONARD
 DN1099'1957 AND PROJECTS 5 INCHES.
 DN1099'
 DN1099'TO REACH THE STATION FROM THE POST OFFICE IN LEONARD, GO
 DN1099'NORTH, WEST AND NORTH ON U.S. HIGHWAY 69 (BUSINESS ROUTE)
 DN1099'FOR 0.85 MILE TO JUNCTION WITH U.S. HIGHWAY 69, (TURN LEFT
 DN1099'AND GO WEST ON HIGHWAY 0.25 MILE TO AZIMUTH MARK ON LEFT
 DN1099'AS DESCRIBED.) TURN RIGHT AND GO EAST ON HIGHWAY FOR 0.45
 DN1099'MILE TO STATION ON LEFT AS DESCRIBED.
 DN1099'
 DN1099'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1099
 DN1099                          STATION RECOVERY (1958)
 DN1099
 DN1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1099'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1099'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1099'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1099
 DN1099                          STATION RECOVERY (1994)
 DN1099
 DN1099'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0901 ***********************************************************************
 BP0901  DESIGNATION -  LEONARD
 BP0901  PID         -  BP0901
 BP0901  STATE/COUNTY-  TX/BREWSTER
 BP0901  USGS QUAD   -  LEONARD MOUNTAIN (1983)
 BP0901
 BP0901                         *CURRENT SURVEY CONTROL
 BP0901  ___________________________________________________________________
 BP0901* NAD 83(1993)-  30 19 29.56630(N)    103 13 57.10708(W)     ADJUSTED  
 BP0901* NAVD 88     -      1786.     (meters)    5860.     (feet)  SCALED    
 BP0901  ___________________________________________________________________
 BP0901  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 BP0901  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 BP0901
 BP0901  HORZ ORDER  -  THIRD
 BP0901
 BP0901.The horizontal coordinates were established by classical geodetic methods
 BP0901.and adjusted by the National Geodetic Survey in February 1996..
 BP0901
 BP0901.The orthometric height was scaled from a topographic map.
 BP0901
 BP0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0901
 BP0901.The geoid height was determined by GEOID03.
 BP0901
 BP0901;                    North         East     Units Scale Factor Converg.
 BP0901;SPC TXSC     - 4,283,507.355   193,039.559   MT  1.00001227   -2 04 24.9
 BP0901;SPC TXSC     -14,053,473.71    633,330.62   sFT  1.00001227   -2 04 24.9
 BP0901;UTM  13      - 3,356,109.100   669,923.731   MT  0.99995622   +0 53 33.4
 BP0901
 BP0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0901!SPC TXSC     -   0.99972291  x   1.00001227  =   0.99973518
 BP0901!UTM  13      -   0.99972291  x   0.99995622  =   0.99967915
 BP0901
 BP0901:                Primary Azimuth Mark                     Grid Az
 BP0901:SPC TXSC     -  GILLION                                  327 35 21.7
 BP0901:UTM  13      -  GILLION                                  324 37 23.4
 BP0901
 BP0901|---------------------------------------------------------------------|
 BP0901| PID    Reference Object                     Distance      Geod. Az  |
 BP0901|                                                           dddmmss.s |
 BP0901| BP0907 GILLION                             APPROX.12.0 KM 3253056.8 |
 BP0901|---------------------------------------------------------------------|
 BP0901
 BP0901                          SUPERSEDED SURVEY CONTROL
 BP0901
 BP0901  NAD 83(1986)-  30 19 29.55678(N)    103 13 57.10861(W) AD(       ) 3
 BP0901  NAD 27      -  30 19 28.95900(N)    103 13 55.51500(W) AD(       ) 3
 BP0901
 BP0901.Superseded values are not recommended for survey control.
 BP0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0901.See file dsdata.txt to determine how the superseded data were derived.
 BP0901
 BP0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP6992456109(NAD 83)
 BP0901_MARKER: DD = SURVEY DISK
 BP0901_SETTING: 66 = SET IN ROCK OUTCROP
 BP0901_SP_SET: SET IN ROCK OUTCROP
 BP0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0901+STABILITY: POSITION/ELEVATION WELL
 BP0901
 BP0901  HISTORY     - Date     Condition        Report By
 BP0901  HISTORY     - 1919     MONUMENTED       USGS
 BP0901  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0901
 BP0901                          STATION DESCRIPTION
 BP0901
 BP0901'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 BP0901'ON THE HIGHEST POINT OF MOUNT LEONARD, ABOUT 10 MI. N. OF MARATHON,
 BP0901'AND ABOUT 2 MI. S. OF THE HESS RANCH.  CAN BE CLIMBED ON HORSEBACK
 BP0901'FROM THE HESS RANCH.
 BP0901'
 BP0901'STATION MARK - A BRONZE TABLET SET IN SOLID ROCK.  CAIRN ABOUT 7 FT.
 BP0901'IN DIAMETER AND 8 FT. HIGH CENTERED OVER STATION.
 BP0901'
 BP0901'REFERENCE MARKS - NONE.
 BP0901
 BP0901                          STATION RECOVERY (2001)
 BP0901
 BP0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0901'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1000 ***********************************************************************
 DN1000  DESIGNATION -  LEONARD AZ MK
 DN1000  PID         -  DN1000
 DN1000  STATE/COUNTY-  TX/FANNIN
 DN1000  USGS QUAD   -  TRENTON (1964)
 DN1000
 DN1000                         *CURRENT SURVEY CONTROL
 DN1000  ___________________________________________________________________
 DN1000* NAD 83(1986)-  33 23 33.     (N)    096 15 15.     (W)     SCALED    
 DN1000* NAVD 88     -       220.154  (meters)     722.29   (feet)  ADJUSTED  
 DN1000  ___________________________________________________________________
 DN1000  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN1000  DYNAMIC HT  -         219.918 (meters)     721.51  (feet)  COMP
 DN1000  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 DN1000
 DN1000  VERT ORDER  -  FIRST     CLASS II
 DN1000
 DN1000.The horizontal coordinates were scaled from a topographic map and have
 DN1000.an estimated accuracy of +/- 6 seconds.
 DN1000
 DN1000.The orthometric height was determined by differential leveling
 DN1000.and adjusted by the National Geodetic Survey in June 1991..
 DN1000
 DN1000.The geoid height was determined by GEOID03.
 DN1000
 DN1000.The dynamic height is computed by dividing the NAVD 88
 DN1000.geopotential number by the normal gravity value computed on the
 DN1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1000.degrees latitude (g = 980.6199 gals.).
 DN1000
 DN1000.The modeled gravity was interpolated from observed gravity values.
 DN1000
 DN1000;                    North         East    Units  Estimated Accuracy
 DN1000;SPC TXNC     - 2,193,610.      808,910.      MT  (+/- 180 meters Scaled)
 DN1000
 DN1000                          SUPERSEDED SURVEY CONTROL
 DN1000
 DN1000.No superseded survey control is available for this station.
 DN1000
 DN1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB554981(NAD 83)
 DN1000_MARKER: DZ = AZIMUTH MARK DISK
 DN1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1000_SP_SET: CONCRETE POST
 DN1000_STAMPING: LEONARD 1957
 DN1000_MARK LOGO: CGS   
 DN1000_PROJECTION: PROJECTING 10 CENTIMETERS
 DN1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1000+STABILITY: SURFACE MOTION
 DN1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1000+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DN1000
 DN1000  HISTORY     - Date     Condition        Report By
 DN1000  HISTORY     - 1957     MONUMENTED       CGS
 DN1000  HISTORY     - 1986     GOOD             NGS
 DN1000  HISTORY     - 19940405 GOOD             USPSQD
 DN1000  HISTORY     - 20021015 GOOD             INDIV
 DN1000
 DN1000                          STATION DESCRIPTION
 DN1000
 DN1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1000'32.9 KM (20.45 MI) NW FROM GREENVILLE.
 DN1000'32.9 KM (20.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE
 DN1000'COURTHOUSE IN GREENVILLE, 38.7 M (127.0 FT) EAST OF THE CENTER OF A
 DN1000'GRAVELED ROAD LEADING SOUTH, 18.6 M (61.0 FT) SOUTH OF THE CENTERLINE
 DN1000'OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A FENCE.
 DN1000'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 DN1000'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DN1000
 DN1000                          STATION RECOVERY (1994)
 DN1000
 DN1000'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1000'RECOVERED IN GOOD CONDITION.
 DN1000
 DN1000                          STATION RECOVERY (2002)
 DN1000
 DN1000'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1000'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1986 NGS SURVEY.
 DN1000'AVERAGED GPS LOCATION AND CORRECTED COORDINATES ARE ( N 33 23.565 /
 DN1000'W096 15.250 )
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1096 ***********************************************************************
 DN1096  DESIGNATION -  LEONARD MUNICIPAL TANK
 DN1096  PID         -  DN1096
 DN1096  STATE/COUNTY-  TX/FANNIN
 DN1096  USGS QUAD   -  LEONARD (1964)
 DN1096
 DN1096                         *CURRENT SURVEY CONTROL
 DN1096  ___________________________________________________________________
 DN1096* NAD 83(1993)-  33 23 19.80950(N)    096 14 40.40426(W)     ADJUSTED  
 DN1096* NAVD 88     -                                                        
 DN1096  ___________________________________________________________________
 DN1096  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DN1096  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN1096
 DN1096  HORZ ORDER  -  THIRD
 DN1096
 DN1096.The horizontal coordinates were established by classical geodetic methods
 DN1096.and adjusted by the National Geodetic Survey in February 1996..
 DN1096
 DN1096
 DN1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1096
 DN1096.The geoid height was determined by GEOID03.
 DN1096
 DN1096;                    North         East     Units Scale Factor Converg.
 DN1096;SPC TXNC     - 2,193,224.945   809,809.787   MT  0.99988988   +1 13 48.4
 DN1096;SPC TXNC     - 7,195,605.51  2,656,850.94   sFT  0.99988988   +1 13 48.4
 DN1096;UTM  14      - 3,697,787.922   756,306.295   MT  1.00041000   +1 31 01.9
 DN1096
 DN1096                          SUPERSEDED SURVEY CONTROL
 DN1096
 DN1096  NAD 83(1993)-  33 23 19.81158(N)    096 14 40.40064(W) AD(       ) 4
 DN1096  NAD 83(1986)-  33 23 19.81645(N)    096 14 40.39299(W) AD(       ) 4
 DN1096  NAD 27      -  33 23 19.42600(N)    096 14 39.46900(W) AD(       ) 3
 DN1096
 DN1096.Superseded values are not recommended for survey control.
 DN1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1096.See file dsdata.txt to determine how the superseded data were derived.
 DN1096
 DN1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5630697788(NAD 83)
 DN1096_MARKER: 53 = ELEVATED TANK
 DN1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1096+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DN1096
 DN1096  HISTORY     - Date     Condition        Report By
 DN1096  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1096  HISTORY     - 1957     GOOD             CGS
 DN1096  HISTORY     - 1957     GOOD             CGS
 DN1096  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DN1096  HISTORY     - 20021015 GOOD             INDIV
 DN1096  HISTORY     - 20050517 MARK NOT FOUND   USPSQD
 DN1096
 DN1096                          STATION DESCRIPTION
 DN1096
 DN1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1096'THE STATION IS LOCATED NEAR THE NORTH EDGE OF LEONARD, 60
 DN1096'FEET NORTH OF HACKBERRY STREET AND 45 FEET WEST OF CEDAR
 DN1096'STREET.
 DN1096'
 DN1096'THE TANK HAS A CONICAL ROOF, IS SUPPORTED BY A FOUR LEGGED
 DN1096'STEEL STRUCTURE, IS SILVER IN COLOR AND IS 125 FEET IN HEIGHT.
 DN1096'
 DN1096'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1096
 DN1096                          STATION RECOVERY (1957)
 DN1096
 DN1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1096'TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1096'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1096
 DN1096                          STATION RECOVERY (1994)
 DN1096
 DN1096'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1096'MARK NOT FOUND.
 DN1096
 DN1096                          STATION RECOVERY (2002)
 DN1096
 DN1096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1096'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1957 CGS SURVEY.
 DN1096
 DN1096                          STATION RECOVERY (2005)
 DN1096
 DN1096'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DN1096'A REPLACEMENT TANK HAS BEEN ERECTED ON APPROXIMATELY THE SAME SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1545 ***********************************************************************
 AH1545  DESIGNATION -  LEONCITAS WINDMILL
 AH1545  PID         -  AH1545
 AH1545  STATE/COUNTY-  TX/KLEBERG
 AH1545  USGS QUAD   -  RICARDO (1979)
 AH1545
 AH1545                         *CURRENT SURVEY CONTROL
 AH1545  ___________________________________________________________________
 AH1545* NAD 83(1993)-  27 29 38.40980(N)    097 45 33.68048(W)     ADJUSTED  
 AH1545* NAVD 88     -                                                        
 AH1545  ___________________________________________________________________
 AH1545  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AH1545  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AH1545
 AH1545  HORZ ORDER  -  THIRD
 AH1545
 AH1545.The horizontal coordinates were established by classical geodetic methods
 AH1545.and adjusted by the National Geodetic Survey in February 1996..
 AH1545
 AH1545
 AH1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1545
 AH1545.The geoid height was determined by GEOID03.
 AH1545
 AH1545;                    North         East     Units Scale Factor Converg.
 AH1545;SPC TX S     - 5,202,670.746   373,183.192   MT  0.99993166   +0 20 10.5
 AH1545;SPC TX S     -17,069,095.61  1,224,351.86   sFT  0.99993166   +0 20 10.5
 AH1545;UTM  14      - 3,041,765.125   622,553.856   MT  0.99978540   +0 34 22.2
 AH1545
 AH1545                          SUPERSEDED SURVEY CONTROL
 AH1545
 AH1545  NAD 83(1986)-  27 29 38.41966(N)    097 45 33.65647(W) AD(       ) 4
 AH1545  NAD 27      -  27 29 37.28000(N)    097 45 32.67000(W) AD(       ) 3
 AH1545
 AH1545.Superseded values are not recommended for survey control.
 AH1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1545.See file dsdata.txt to determine how the superseded data were derived.
 AH1545
 AH1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2255441765(NAD 83)
 AH1545_MARKER: 66 = WINDMILL
 AH1545
 AH1545  HISTORY     - Date     Condition        Report By
 AH1545  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1545
 AH1545                          STATION DESCRIPTION
 AH1545
 AH1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1545'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 7 MILES ESE
 AH1545'OF KINGSVILLE, ABOUT 3 MILES SE ALONG A SHELL ROAD FROM THE
 AH1545'JUNCTION WITH THE MAIN KINGSVILLE-LAURELES ROAD, AT LEONCITAS
 AH1545'CAMP, ABOUT 250 FT. SOUTH OF THE SHELL ROAD, 15 FT. SOUTH
 AH1545'OF A SMALL CONCRETE TANK ABOUT 20 FT. HIGH, AND ON THE WEST
 AH1545'SIDE OF A ROUND EARTHEN WATER RESERVOIR.
 AH1545'
 AH1545'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT.
 AH1545'HIGH.
 AH1545'
 AH1545'(LEONCITAS MEANS LIONS OR SMALL LIONS.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0968 ***********************************************************************
 EN0968  DESIGNATION -  LESLEY
 EN0968  PID         -  EN0968
 EN0968  STATE/COUNTY-  TX/HALL
 EN0968  USGS QUAD   -  LESLEY (1985)
 EN0968
 EN0968                         *CURRENT SURVEY CONTROL
 EN0968  ___________________________________________________________________
 EN0968* NAD 83(1993)-  34 41 48.81285(N)    100 49 30.74565(W)     ADJUSTED  
 EN0968* NAVD 88     -       707.1    (meters)    2320.     (feet)  VERTCON   
 EN0968  ___________________________________________________________________
 EN0968  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 EN0968  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EN0968
 EN0968  HORZ ORDER  -  THIRD
 EN0968
 EN0968.The horizontal coordinates were established by classical geodetic methods
 EN0968.and adjusted by the National Geodetic Survey in February 1996..
 EN0968
 EN0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0968
 EN0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0968
 EN0968.The geoid height was determined by GEOID03.
 EN0968
 EN0968;                    North         East     Units Scale Factor Converg.
 EN0968;SPC TX N     - 1,077,523.295   261,825.767   MT  0.99998946   +0 23 27.8
 EN0968;SPC TX N     - 3,535,174.34    859,006.70   sFT  0.99998946   +0 23 27.8
 EN0968;UTM  14      - 3,840,946.467   332,824.955   MT  0.99994447   -1 02 21.2
 EN0968
 EN0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0968!SPC TX N     -   0.99989335  x   0.99998946  =   0.99988281
 EN0968!UTM  14      -   0.99989335  x   0.99994447  =   0.99983782
 EN0968
 EN0968                          SUPERSEDED SURVEY CONTROL
 EN0968
 EN0968  NAD 83(1993)-  34 41 48.81374(N)    100 49 30.74299(W) AD(       ) 3
 EN0968  NAD 83(1986)-  34 41 48.81874(N)    100 49 30.73883(W) AD(       ) 3
 EN0968  NGVD 29 (01/19/93)  706.8    (m)         2319.     (f) VERT ANG       
 EN0968
 EN0968.Superseded values are not recommended for survey control.
 EN0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0968.See file dsdata.txt to determine how the superseded data were derived.
 EN0968
 EN0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3282540946(NAD 83)
 EN0968_MARKER: DD = SURVEY DISK
 EN0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0968+STABILITY: SURFACE MOTION
 EN0968
 EN0968  HISTORY     - Date     Condition        Report By
 EN0968  HISTORY     - 1955     MONUMENTED       USGS
 EN0968
 EN0968                          STATION DESCRIPTION
 EN0968
 EN0968'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 EN0968'STATION IS LOCATED ABOUT 7.0 MI. W. AND 1.3 MI. N. OF LAKEVIEW, 197
 EN0968'FT. E. OF A DIRT RD. ON THE HIGHEST POINT OF A SMALL HILL.
 EN0968'
 EN0968'TO REACH FROM THE POST OFFICE IN LAKEVIEW, GO 0.2 MI. TO STATE HIGHWAY
 EN0968'256, TURN LEFT (W.) ON 256 AND GO 7.0 MI. TO CROSSROADS, GO RIGHT (N.)
 EN0968'ON DIRT RD. FOR 1.3 MI. TO SUMMIT AND STATION SITE.
 EN0968'
 EN0968'STATION MARK--A STANDARD TABLET STAMPED---LESLEY 1955---, SET IN TOP
 EN0968'OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0968'
 EN0968'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---LESLEY
 EN0968'NO. 1 1955---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FT.
 EN0968'ABOVE GROUND, 67.49 FT. FROM STATION MARK BEARING S 1 16 W.
 EN0968'
 EN0968'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---LESLEY
 EN0968'NO. 2 1955---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT.
 EN0968'ABOVE GROUND, 62.46 FT. FROM STATION MARK BEARING N 79 14 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5276 ***********************************************************************
 AH5276  DESIGNATION -  LESLEY ET
 AH5276  PID         -  AH5276
 AH5276  STATE/COUNTY-  TX/ERATH
 AH5276  USGS QUAD   -  CHALK MOUNTAIN (1979)
 AH5276
 AH5276                         *CURRENT SURVEY CONTROL
 AH5276  ___________________________________________________________________
 AH5276* NAD 83(1993)-  32 10 00.76200(N)    097 58 21.86677(W)     ADJUSTED  
 AH5276* NAVD 88     -       414.6    (meters)    1360.     (feet)  VERTCON   
 AH5276  ___________________________________________________________________
 AH5276  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AH5276  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AH5276
 AH5276  HORZ ORDER  -  THIRD
 AH5276
 AH5276.The horizontal coordinates were established by classical geodetic methods
 AH5276.and adjusted by the National Geodetic Survey in July 1998..
 AH5276
 AH5276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5276
 AH5276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5276
 AH5276.The geoid height was determined by GEOID03.
 AH5276
 AH5276;                    North         East     Units Scale Factor Converg.
 AH5276;SPC TXNC     - 2,055,594.839   649,731.269   MT  0.99999088   +0 17 15.2
 AH5276;SPC TXNC     - 6,744,064.07  2,131,660.01   sFT  0.99999088   +0 17 15.2
 AH5276;UTM  14      - 3,559,395.427   596,856.237   MT  0.99971569   +0 32 49.0
 AH5276
 AH5276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5276!SPC TXNC     -   0.99993926  x   0.99999088  =   0.99993014
 AH5276!UTM  14      -   0.99993926  x   0.99971569  =   0.99965497
 AH5276
 AH5276                          SUPERSEDED SURVEY CONTROL
 AH5276
 AH5276  NGVD 29 (07/28/98)  414.5    (m)         1360.     (f) VERT ANG       
 AH5276
 AH5276.Superseded values are not recommended for survey control.
 AH5276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5276.See file dsdata.txt to determine how the superseded data were derived.
 AH5276
 AH5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA9685659395(NAD 83)
 AH5276_MARKER: DS = TRIANGULATION STATION DISK
 AH5276_SETTING: 66 = SET IN ROCK OUTCROP
 AH5276_PROJECTION: FLUSH
 AH5276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5276+STABILITY: POSITION/ELEVATION WELL
 AH5276
 AH5276  HISTORY     - Date     Condition        Report By
 AH5276  HISTORY     - 1959     MONUMENTED       USGS
 AH5276
 AH5276                          STATION DESCRIPTION
 AH5276
 AH5276'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5276'STATION IS IN ERATH COUNTY, TEXAS, ABOUT 14 MI. SW. OF GLEN ROSE, 13
 AH5276'MI. S. OF BLUFFDALE AND 4 MI. NW. OF THE TOWN OF CHALK MOUNTAIN, ON A
 AH5276'VERY PROMINENT MOUNTAIN ON PROPERTY OWNED BY THE LESLEY RANCH, 80 FT.
 AH5276'SW. OF THE N. POINT OF THE RIM, 6 FT. SE. OF THE NW. RIM AND ABOUT 1
 AH5276'FT. LOWER THAN TOP.
 AH5276'TO REACH THE STATION FROM THE CONOCO STATION AT CHALK MOUNTAIN (A
 AH5276'SMALL TOWN ABOUT 11 MI. SW. OF GLEN ROSE ON U.S. HIGHWAY 67), GO W. ON
 AH5276'U.S. HIGHWAY 67 FOR 3.0 MI. TO A WIRE GATE AND STOCK PENS ON THE N.
 AH5276'SIDE OF THE HIGHWAY, TURN RIGHT AND GO N. FOR ABOUT 100 FT. TO THE N.
 AH5276'SIDE OF PENS TO Y-JUNCTION, TAKE LEFT RD. AND CONTINUE NORTHERLY FOR
 AH5276'0.6 MI. TO Y-JUNCTION, TAKE LEFT RD. AND GO W. FOR 0.6 MI. TO
 AH5276'Y-JUNCTION, TURN RIGHT AND FOLLOW TRACK RD. FOR 0.4 MI. TO N. SIDE OF
 AH5276'MOUNTAIN, LEAVE RD. AND GO S. FOR 0.1 MI. TO FOOT OF MOUNTAIN AND END
 AH5276'OF TRUCK TRAVEL, PACK UP N. SIDE OF MOUNTAIN FOR ABOUT 300 FT. TO
 AH5276'STATION.
 AH5276'STATION MARK--STANDARD TABLET SET IN RIM ROCK FLUSH WITH GROUND,
 AH5276'STAMPED---LESLEY ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1093 ***********************************************************************
 DN1093  DESIGNATION -  LESTER
 DN1093  PID         -  DN1093
 DN1093  STATE/COUNTY-  TX/HUNT
 DN1093  USGS QUAD   -  CELESTE (1964)
 DN1093
 DN1093                         *CURRENT SURVEY CONTROL
 DN1093  ___________________________________________________________________
 DN1093* NAD 83(1993)-  33 18 43.48040(N)    096 12 07.83279(W)     ADJUSTED  
 DN1093* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 DN1093  ___________________________________________________________________
 DN1093  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DN1093  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DN1093
 DN1093  HORZ ORDER  -  THIRD
 DN1093
 DN1093.The horizontal coordinates were established by classical geodetic methods
 DN1093.and adjusted by the National Geodetic Survey in February 1996..
 DN1093
 DN1093.The orthometric height was scaled from a topographic map.
 DN1093
 DN1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1093
 DN1093.The geoid height was determined by GEOID03.
 DN1093
 DN1093;                    North         East     Units Scale Factor Converg.
 DN1093;SPC TXNC     - 2,184,800.092   813,937.774   MT  0.99988292   +1 15 11.6
 DN1093;SPC TXNC     - 7,167,964.97  2,670,394.18   sFT  0.99988292   +1 15 11.6
 DN1093;UTM  14      - 3,689,379.241   760,478.474   MT  1.00043660   +1 32 14.7
 DN1093
 DN1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1093!SPC TXNC     -   0.99997089  x   0.99988292  =   0.99985381
 DN1093!UTM  14      -   0.99997089  x   1.00043660  =   1.00040748
 DN1093
 DN1093:                Primary Azimuth Mark                     Grid Az
 DN1093:SPC TXNC     -  LESTER AZ MK                             157 57 28.2
 DN1093:UTM  14      -  LESTER AZ MK                             157 40 25.1
 DN1093
 DN1093|---------------------------------------------------------------------|
 DN1093| PID    Reference Object                     Distance      Geod. Az  |
 DN1093|                                                           dddmmss.s |
 DN1093| CY1483 LESTER AZ MK                                       1591239.8 |
 DN1093| CY1484 LESTER RM 1                           9.937 METERS 16209     |
 DN1093| DN1095 CELESTE MUNICIPAL TANK              APPROX. 2.1 KM 1632306.5 |
 DN1093| CY1485 LESTER RM 2                          10.767 METERS 34029     |
 DN1093|---------------------------------------------------------------------|
 DN1093
 DN1093                          SUPERSEDED SURVEY CONTROL
 DN1093
 DN1093  NAD 83(1993)-  33 18 43.48234(N)    096 12 07.82905(W) AD(       ) 3
 DN1093  NAD 83(1986)-  33 18 43.48694(N)    096 12 07.82135(W) AD(       ) 3
 DN1093  NAD 27      -  33 18 43.08400(N)    096 12 06.90580(W) AD(       ) 3
 DN1093
 DN1093.Superseded values are not recommended for survey control.
 DN1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1093.See file dsdata.txt to determine how the superseded data were derived.
 DN1093
 DN1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6047889379(NAD 83)
 DN1093_MARKER: DS = TRIANGULATION STATION DISK
 DN1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1093
 DN1093  HISTORY     - Date     Condition        Report By
 DN1093  HISTORY     - 1957     MONUMENTED       CGS
 DN1093  HISTORY     - 1958     GOOD             CGS
 DN1093  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN1093
 DN1093                          STATION DESCRIPTION
 DN1093
 DN1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1093'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF
 DN1093'LEONARD, ABOUT 1.5 MILES NORTH OF CELESTE, 40 FEET WEST OF THE
 DN1093'WEST RAIL OF A RAILROAD TRACK, 37 FEET SOUTH OF A TELEPHONE
 DN1093'POLE, 36 FEET SOUTH OF A WITNESS POST AND 35 FEET EAST OF
 DN1093'THE CENTER OF U.S. HIGHWAY NO. 69.  THE MARK IS SET FLUSH WITH
 DN1093'THE SURFACE OF THE GROUND AND IS STAMPED LESTER 1957.
 DN1093'
 DN1093'REFERENCE MARK NO. 1 IS 44 FEET WEST OF THE WEST RAIL OF A
 DN1093'RAILROAD TRACK, 31 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 DN1093'NO. 69 AND 5 FEET NORTHEAST OF A TELEPHONE POLE, IT IS SET
 DN1093'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LESTER
 DN1093'NO 1 1957.
 DN1093'
 DN1093'REFERENCE MARK NO. 2 IS 40 FEET WEST OF THE WEST RAIL OF A
 DN1093'RAILROAD TRACK, 35 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 DN1093'NO. 69, 2 FEET SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT
 DN1093'SOUTHEAST OF A WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE
 DN1093'OF THE GROUND AND IS STAMPED LESTER NO 2 1957.
 DN1093'
 DN1093'AZIMUTH MARK IS 57 FEET SOUTH OF A POWERLINE POLE, 36 FEET
 DN1093'NORTH OF THE CENTER OF U.S. HIGHWAY NO. 69, 19 FEET NORTH OF
 DN1093'A FENCE CORNER AND 1 FOOT NORTH OF A WITNESS POST.  IT PROJECTS 2
 DN1093'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED LESTER
 DN1093'1957.
 DN1093'
 DN1093'TO REACH THE STATION FROM THE POST OFFICE IN CELESTE, GO
 DN1093'WEST ON U.S. HIGHWAY NO. 69 FOR 0.2 MILE TO THE JUNCTION OF
 DN1093'FARM ROAD NO. 1562, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY
 DN1093'NO. 69 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 DN1093'CONTINUE ON U.S. HIGHWAY NO. 69 FOR 0.3 MILE TO A RAILROAD
 DN1093'SIGNAL NO. 6999, CONTINUE NORTH ON U.S. HIGHWAY NO. 69 FOR
 DN1093'0.05 MILE TO THE STATION AS DESCRIBED.
 DN1093'
 DN1093'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 DN1093
 DN1093                          STATION RECOVERY (1958)
 DN1093
 DN1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1093'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1093'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1093'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1093
 DN1093                          STATION RECOVERY (1994)
 DN1093
 DN1093'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0938 ***********************************************************************
 CB0938  DESIGNATION -  LESTER ET
 CB0938  PID         -  CB0938
 CB0938  STATE/COUNTY-  TX/GLASSCOCK
 CB0938  USGS QUAD   -  GARDEN CITY NE (1963)
 CB0938
 CB0938                         *CURRENT SURVEY CONTROL
 CB0938  ___________________________________________________________________
 CB0938* NAD 83(1993)-  31 59 36.95037(N)    101 18 17.43629(W)     ADJUSTED  
 CB0938* NAVD 88     -       836.3    (meters)    2744.     (feet)  VERTCON   
 CB0938  ___________________________________________________________________
 CB0938  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CB0938  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CB0938
 CB0938  HORZ ORDER  -  THIRD
 CB0938
 CB0938.The horizontal coordinates were established by classical geodetic methods
 CB0938.and adjusted by the National Geodetic Survey in February 1996..
 CB0938
 CB0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0938
 CB0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0938
 CB0938.The geoid height was determined by GEOID03.
 CB0938
 CB0938;                    North         East     Units Scale Factor Converg.
 CB0938;SPC TX C     - 3,258,368.096   608,190.858   MT  1.00003148   -0 30 01.4
 CB0938;SPC TX C     -10,690,162.66  1,995,372.84   sFT  1.00003148   -0 30 01.4
 CB0938;SPC TXNC     - 2,039,793.248   334,963.573   MT  1.00004163   -1 31 47.1
 CB0938;SPC TXNC     - 6,692,221.68  1,098,959.66   sFT  1.00004163   -1 31 47.1
 CB0938;UTM  14      - 3,542,047.218   282,254.141   MT  1.00018476   -1 13 17.9
 CB0938
 CB0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0938!SPC TX C     -   0.99987260  x   1.00003148  =   0.99990407
 CB0938!SPC TXNC     -   0.99987260  x   1.00004163  =   0.99991422
 CB0938!UTM  14      -   0.99987260  x   1.00018476  =   1.00005733
 CB0938
 CB0938:                Primary Azimuth Mark                     Grid Az
 CB0938:SPC TX C     -  REED ET                                  124 44 21.9
 CB0938:SPC TXNC     -  REED ET                                  125 46 07.6
 CB0938:UTM  14      -  REED ET                                  125 27 38.4
 CB0938
 CB0938|---------------------------------------------------------------------|
 CB0938| PID    Reference Object                     Distance      Geod. Az  |
 CB0938|                                                           dddmmss.s |
 CB0938| CB0931 REED ET                             APPROX. 8.9 KM 1241420.5 |
 CB0938|---------------------------------------------------------------------|
 CB0938
 CB0938                          SUPERSEDED SURVEY CONTROL
 CB0938
 CB0938  NAD 83(1986)-  31 59 36.95461(N)    101 18 17.42935(W) AD(       ) 3
 CB0938  NAD 27      -  31 59 36.48374(N)    101 18 15.97987(W) AD(       ) 3
 CB0938  NGVD 29 (07/19/86)  836.1    (m)         2743.     (f) VERT ANG       
 CB0938
 CB0938.Superseded values are not recommended for survey control.
 CB0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0938.See file dsdata.txt to determine how the superseded data were derived.
 CB0938
 CB0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA8225442047(NAD 83)
 CB0938_MARKER: DD = SURVEY DISK
 CB0938_SETTING: 66 = SET IN ROCK OUTCROP
 CB0938_SP_SET: SET IN BEDROCK
 CB0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0938+STABILITY: POSITION/ELEVATION WELL
 CB0938
 CB0938  HISTORY     - Date     Condition        Report By
 CB0938  HISTORY     - 1962     MONUMENTED       USGS
 CB0938
 CB0938                          STATION DESCRIPTION
 CB0938
 CB0938'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0938'STATION LOCATED ABOUT 21 MI. (AIRLINE) WNW. OF STERLING CITY, ABOUT
 CB0938'1.5 MI. SW. OF U.S. HIGHWAY 87, 1.4 MI. W. OF GRAVEL RD., ON TOP OF
 CB0938'HILL.
 CB0938'
 CB0938'TO REACH STATION FROM STERLING CITY FOLLOW HIGHWAY 87 NW. 20.9 MI. TO
 CB0938'GRAVEL RD. S., TURN LEFT GO S. 1.4 MI. TO FORK, TURN RIGHT AND FOLLOW
 CB0938'TRACK RD. W. 0.8 MI. TO GATE, PASS THRU GATE, TAKE LEFT FORK AND GO
 CB0938'S. AND W. 0.9 MI., STATION IS ON TOP ABOUT 0.4 MI. TO THE N.
 CB0938'
 CB0938'STATION MARK--STANDARD ALUMINUM TABLET SET IN BEDROCK, STAMPED
 CB0938'---LESTER-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1008 ***********************************************************************
 CS1008  DESIGNATION -  LETOT
 CS1008  PID         -  CS1008
 CS1008  STATE/COUNTY-  TX/DALLAS
 CS1008  USGS QUAD   -  IRVING (1981)
 CS1008
 CS1008                         *CURRENT SURVEY CONTROL
 CS1008  ___________________________________________________________________
 CS1008* NAD 83(1993)-  32 51 30.77772(N)    096 52 53.58599(W)     ADJUSTED  
 CS1008* NAVD 88     -       131.688  (meters)     432.05   (feet)  ADJUSTED  
 CS1008  ___________________________________________________________________
 CS1008  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 CS1008  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CS1008  DYNAMIC HT  -         131.537 (meters)     431.55  (feet)  COMP
 CS1008  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CS1008
 CS1008  HORZ ORDER  -  FIRST
 CS1008  VERT ORDER  -  FIRST     CLASS II
 CS1008
 CS1008.The horizontal coordinates were established by classical geodetic methods
 CS1008.and adjusted by the National Geodetic Survey in February 1996..
 CS1008
 CS1008.The orthometric height was determined by differential leveling
 CS1008.and adjusted by the National Geodetic Survey in June 1991..
 CS1008.WARNING-Repeat measurements at this control monument indicate possible
 CS1008.vertical movement.
 CS1008
 CS1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1008
 CS1008.The geoid height was determined by GEOID03.
 CS1008
 CS1008.The dynamic height is computed by dividing the NAVD 88
 CS1008.geopotential number by the normal gravity value computed on the
 CS1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1008.degrees latitude (g = 980.6199 gals.).
 CS1008
 CS1008.The modeled gravity was interpolated from observed gravity values.
 CS1008
 CS1008;                    North         East     Units Scale Factor Converg.
 CS1008;SPC TXNC     - 2,133,334.286   751,465.651   MT  0.99987827   +0 52 57.7
 CS1008;SPC TXNC     - 6,999,114.24  2,465,433.56   sFT  0.99987827   +0 52 57.7
 CS1008;UTM  14      - 3,637,594.775   698,230.513   MT  1.00008455   +1 08 59.2
 CS1008
 CS1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1008!SPC TXNC     -   0.99998352  x   0.99987827  =   0.99986180
 CS1008!UTM  14      -   0.99998352  x   1.00008455  =   1.00006807
 CS1008
 CS1008|---------------------------------------------------------------------|
 CS1008| PID    Reference Object                     Distance      Geod. Az  |
 CS1008|                                                           dddmmss.s |
 CS1008| CS1012 LETOT 2                             341.453 METERS 08624     |
 CS1008| CS2877 LETOT A POINT                       352.798 METERS 09816     |
 CS1008| CS1009 LETOT RM 1                           34.903 METERS 13948     |
 CS1008| CS1010 LETOT RM 2                           26.353 METERS 28448     |
 CS1008| CS1011 LETOT AZ MK                                        2883251.1 |
 CS1008| CS2884 BLUFF VIEW FARM WATER TANK          APPROX. 3.4 KM 3563432.6 |
 CS1008|---------------------------------------------------------------------|
 CS1008
 CS1008                          SUPERSEDED SURVEY CONTROL
 CS1008
 CS1008  NAD 83(1993)-  32 51 30.77815(N)    096 52 53.57050(W) AD(       ) 1
 CS1008  NAD 83(1986)-  32 51 30.78391(N)    096 52 53.56926(W) AD(       ) 1
 CS1008  NAD 27      -  32 51 30.32800(N)    096 52 52.56200(W) AD(       ) 1
 CS1008  NGVD 29 (??/??/92)  131.701  (m)          432.09   (f) ADJ UNCH    1 2
 CS1008
 CS1008.Superseded values are not recommended for survey control.
 CS1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1008.See file dsdata.txt to determine how the superseded data were derived.
 CS1008
 CS1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9823137595(NAD 83)
 CS1008_MARKER: DS = TRIANGULATION STATION DISK
 CS1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1008_STAMPING: LETOT 1946
 CS1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1008+STABILITY: SURFACE MOTION
 CS1008
 CS1008  HISTORY     - Date     Condition        Report By
 CS1008  HISTORY     - 1947     MONUMENTED       CGS
 CS1008  HISTORY     - 1947     GOOD             NGS
 CS1008  HISTORY     - 1955     GOOD             CGS
 CS1008  HISTORY     - 1956     GOOD             CGS
 CS1008  HISTORY     - 1958     GOOD             NGS
 CS1008  HISTORY     - 1959     GOOD             CGS
 CS1008  HISTORY     - 1963     GOOD             CGS
 CS1008  HISTORY     - 1965     GOOD             CGS
 CS1008  HISTORY     - 1969     GOOD             LOCSUR
 CS1008  HISTORY     - 1972     GOOD             NGS
 CS1008  HISTORY     - 1974     GOOD             LOCENG
 CS1008  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS1008
 CS1008                          STATION DESCRIPTION
 CS1008
 CS1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1008'THE STATION IS LOCATED AT THE TRAFFIC CIRCLE ABOUT 6.5 MILES
 CS1008'NORTHWEST OF THE BUSINESS DISTRICT OF DALLAS, AT THE INTERSECTION
 CS1008'OF STATE ROUTES 183, 114, LOOP 12 AND U.S. HIGHWAY 77.  IT IS
 CS1008'IN THE TRIANGLE FORMED AT THE ENTRANCE OF STATE ROUTE 114 FROM
 CS1008'THE WEST, 19 FEET SOUTH OF THE NORTH CURB TO ROUTE 114, 18
 CS1008'FEET NORTH OF THE SOUTH CURB TO ROUTE 114 AND 13 FEET WEST OF
 CS1008'A STORM DRAIN.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 CS1008'IS STAMPED LETOT 1946.
 CS1008'
 CS1008'REFERENCE MARK NO. 1 IS 114.51 FEET SOUTHEAST OF THE STATION,
 CS1008'13 FEET SOUTH-SOUTHEAST OF A STORM DRAIN AND 5 FEET EAST OF THE
 CS1008'INSIDE CURB TO CIRCLE.  THE MARK IS FLUSH WITH THE GROUND
 CS1008'AND THE DISK IS STAMPED LETOT NO 1 1946.
 CS1008'
 CS1008'REFERENCE MARK NO. 2 IS 86.46 FEET WEST OF THE STATION, 3
 CS1008'FEET SOUTH OF THE NORTH CURB AND 2 FEET NORTH OF THE SOUTH
 CS1008'CURB.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 CS1008'STAMPED LETOT NO 2 1946.
 CS1008'
 CS1008'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 48 FEET SOUTH
 CS1008'OF THE CENTERLINE OF STATE ROUTE 114, 2 FEET EAST OF A WITNESS
 CS1008'POST AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 3 INCHES
 CS1008'AND THE DISK IS STAMPED LETOT 1946.
 CS1008'
 CS1008'NOTE--STATION, AZIMUTH AND REFERENCE MARKS WERE SET IN 1946,
 CS1008'AT THE REQUEST OF THE LOCAL ENGINEERING AUTHORITIES TO BE
 CS1008'USED AS THEIR CONTROL POINT.  THESE MARKS WERE NOT LOCATED
 CS1008'BY U.S. COAST AND GEODETIC SURVEY TRIANGULATION PARTY IN 1946.
 CS1008'
 CS1008'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS1008
 CS1008                          STATION RECOVERY (1947)
 CS1008
 CS1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS1008'IN DALLAS.
 CS1008'AT THE NORTHWEST CITY LIMITS OF DALLAS, AT THE INTERSECTION OF U.S.
 CS1008'HIGHWAY NO. 77 AND STATE HIGHWAYS NO. 114 AND 183, IN THE CENTER OF
 CS1008'THE SAFETY ISLAND ON THE WEST SIDE OF THE TRAFFIC CIRCLE, 34.8 FEET
 CS1008'WEST OF THE WEST CURB OF THE TRAFFIC CIRCLE, 18.0 FEET SOUTH OF THE
 CS1008'SOUTH CURB OF THE NORTH TRAFFIC LANE AND 17.0 FEET NORTH OF THE NORTH
 CS1008'CURB OF THE SOUTH TRAFFIC LANE.  A BRONZE TRIANGULATION STATION DISK
 CS1008'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 CS1008
 CS1008                          STATION RECOVERY (1955)
 CS1008
 CS1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CS1008'THE STATION, R.M. 1 AND R.M. 2 ARE RECOVERED AS DESCRIBED
 CS1008'IN GOOD CONDITION.
 CS1008'
 CS1008'NOTE--AZIMUTH MARK DESTROYED BY CONSTRUCTION.
 CS1008
 CS1008                          STATION RECOVERY (1956)
 CS1008
 CS1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 CS1008'STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CS1008'AS DESCRIBED.  REFERENCE MARK NO. 1 IS NOW ABOUT 3 INCHES
 CS1008'BELOW THE SURFACE OF THE GROUND.  THE AZIMUTH MARK HAS BEEN
 CS1008'DESTROYED BY NEW HIGHWAY CONSTRUCTION.
 CS1008
 CS1008                          STATION RECOVERY (1958)
 CS1008
 CS1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1008'RECOVERED IN GOOD CONDITION.
 CS1008
 CS1008                          STATION RECOVERY (1959)
 CS1008
 CS1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS1008'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CS1008'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 CS1008'DID NOT RECOVER THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING
 CS1008'TO STATION SITE ARE CORRECT.
 CS1008
 CS1008                          STATION RECOVERY (1963)
 CS1008
 CS1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS1008'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 CS1008'GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 WAS FOUND
 CS1008'TO BE DESTROYED.  THE TOP OF THE CONCRETE POST HAD BEEN BROKEN
 CS1008'OFF ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 CS1008'DISK HAD BEEN PULLED OUT OF THE CONCRETE.  THE AZIMUTH MARK
 CS1008'WAS NOT FOUND.  IT WAS PROBABLY DESTROYED BY HIGHWAY
 CS1008'CONSTRUCTION.
 CS1008'
 CS1008'THE ORIGINAL DESCRIPTION IS ADEQUATE TO RECOVER THE STATION
 CS1008'MARK AND REFERENCE MARK NO. 1.
 CS1008
 CS1008                          STATION RECOVERY (1965)
 CS1008
 CS1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 CS1008'THE STATION MARK AND R.M. 1 WERE RECOVERED AS DESCRIBED.
 CS1008'R.M. 2 HAS BEEN DESTROYED.  THE AZIMUTH MARK WAS NOT SEARCHED
 CS1008'FOR.  THE PRESENT TO REACH IS ADEQUATE.
 CS1008
 CS1008                          STATION RECOVERY (1969)
 CS1008
 CS1008'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 CS1008'RECOVERED BY BUCE AND ASSOC
 CS1008'
 CS1008'LETOT GOOD
 CS1008'
 CS1008'REF 1 GOOD
 CS1008'
 CS1008'REF GOOD
 CS1008'
 CS1008'AZ GOOD
 CS1008
 CS1008                          STATION RECOVERY (1972)
 CS1008
 CS1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 CS1008'STATION AND R.M. 1 WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS1008'
 CS1008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 CS1008'NORTHWEST OF DALLAS.
 CS1008
 CS1008                          STATION RECOVERY (1974)
 CS1008
 CS1008'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (CLN)
 CS1008'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CS1008'REFERENCE MARKS NO. 1 AND 2, AND THE AZIMUTH MARK WERE FOUND TO HAVE
 CS1008'BEEN DESTROYED.
 CS1008'
 CS1008'THE STATION MARK WILL BE DESTROYED IN THE NEAR FUTURE BY ROAD
 CS1008'CONSTRUCTION.  LETOT 2 WAS ESTABLISHED BY THE REQUEST OF THE TEXAS
 CS1008'STATE HWY. DEPT.
 CS1008'
 CS1008'POLARIS WAS OBSERVED AT THIS TIME.
 CS1008'
 CS1008'SEE DESCRIPTION FOR LETOT 2 1974.
 CS1008'
 CS1008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DALLAS NORTHWEST
 CS1008'EDGE OF TOWN.
 CS1008
 CS1008                          STATION RECOVERY (2005)
 CS1008
 CS1008'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1012 ***********************************************************************
 CS1012  DESIGNATION -  LETOT 2
 CS1012  PID         -  CS1012
 CS1012  STATE/COUNTY-  TX/DALLAS
 CS1012  USGS QUAD   -  IRVING (1981)
 CS1012
 CS1012                         *CURRENT SURVEY CONTROL
 CS1012  ___________________________________________________________________
 CS1012* NAD 83(1993)-  32 51 31.47297(N)    096 52 40.47930(W)     ADJUSTED  
 CS1012* NAVD 88     -       134.11   (+/-2cm)     440.0    (feet)  VERTCON   
 CS1012  ___________________________________________________________________
 CS1012  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 CS1012  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CS1012
 CS1012  HORZ ORDER  -  SECOND
 CS1012  VERT ORDER  -  THIRD ? (See Below)
 CS1012
 CS1012.The horizontal coordinates were established by classical geodetic methods
 CS1012.and adjusted by the National Geodetic Survey in February 1996..
 CS1012.No horizontal observational check was made to the station.
 CS1012
 CS1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1012.The vertical order pertains to the NGVD 29 superseded value.
 CS1012
 CS1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1012
 CS1012.The geoid height was determined by GEOID03.
 CS1012
 CS1012;                    North         East     Units Scale Factor Converg.
 CS1012;SPC TXNC     - 2,133,360.953   751,806.019   MT  0.99987826   +0 53 04.8
 CS1012;SPC TXNC     - 6,999,201.73  2,466,550.25   sFT  0.99987826   +0 53 04.8
 CS1012;UTM  14      - 3,637,623.035   698,570.824   MT  1.00008621   +1 09 06.3
 CS1012
 CS1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1012!SPC TXNC     -   0.99998314  x   0.99987826  =   0.99986140
 CS1012!UTM  14      -   0.99998314  x   1.00008621  =   1.00006935
 CS1012
 CS1012|---------------------------------------------------------------------|
 CS1012| PID    Reference Object                     Distance      Geod. Az  |
 CS1012|                                                           dddmmss.s |
 CS1012| CS1013 LETOT 2 RM 3                         21.872 METERS 15417     |
 CS1012| CS2877 LETOT A POINT                        72.608 METERS 17324     |
 CS1012| CS1014 LETOT 2 RM 4                         23.043 METERS 20919     |
 CS1012| CS1008 LETOT                               341.453 METERS 26624     |
 CS1012| CS2884 BLUFF VIEW FARM WATER TANK          APPROX. 3.4 KM 3505041.7 |
 CS1012|---------------------------------------------------------------------|
 CS1012
 CS1012                          SUPERSEDED SURVEY CONTROL
 CS1012
 CS1012  NAD 83(1993)-  32 51 31.47340(N)    096 52 40.46381(W) AD(       ) 2
 CS1012  NAD 83(1986)-  32 51 31.47911(N)    096 52 40.46257(W) AD(       ) 2
 CS1012  NAD 27      -  32 51 31.02341(N)    096 52 39.45564(W) AD(       ) 2
 CS1012  NGVD 29 (07/19/86)  134.12   (m)          440.0    (f) LEVELING    3  
 CS1012
 CS1012.Superseded values are not recommended for survey control.
 CS1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1012.See file dsdata.txt to determine how the superseded data were derived.
 CS1012
 CS1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9857137623(NAD 83)
 CS1012_MARKER: DS = TRIANGULATION STATION DISK
 CS1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1012_STAMPING: LETOT 2 1974
 CS1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1012+STABILITY: SURFACE MOTION
 CS1012
 CS1012  HISTORY     - Date     Condition        Report By
 CS1012  HISTORY     - 1974     MONUMENTED       NGS
 CS1012  HISTORY     - 1974     GOOD             NGS
 CS1012  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS1012
 CS1012                          STATION DESCRIPTION
 CS1012
 CS1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CS1012'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF DOWNTOWN DALLAS,
 CS1012'5 MILES SOUTH OF FARMER BRANCH, 0.2 MILE EAST OF THE INTERSECTION
 CS1012'OF HARRY HINES BLVD., (OLD U.S. HWY. 77), NORTHWEST HWY., (LOOP 12
 CS1012'AND STATE HWY. 114), STOREY LANE, (LOOP 12) AND BETWEEN THE
 CS1012'OVERPASSES OF NORTHWEST HWY. (LOOP 12) AND DENTON DR. AND THE
 CS1012'MISSOURI, KANSAS, TEXAS RAILROAD TRACKS.
 CS1012'
 CS1012'STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 CS1012'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED LETOT 2 1974.
 CS1012'IT IS 59 FEET NORTH OF THE NORTH END OF THE WEST ABUTMENT OF
 CS1012'RAILROAD OVERPASS, 56 FEET NORTH OF THE NORTH END OF THE EAST
 CS1012'ABUTMENT OF DENTON DR., OVERPASS, 29 FEET EAST OF THE CENTER-LINE
 CS1012'OF DENTON DR., 55 FEET NORTH OF A TELEPHONE POLE AND 9 FEET WEST
 CS1012'OF THE WEST RAIL OF RAILROAD TRACK.
 CS1012'
 CS1012'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE AT
 CS1012'THE NORTH END OF THE EAST ABUTMENT OF RAILROAD OVERPASS AND IS
 CS1012'STAMPED LETOT 2 NO 3 1974.  IT IS 9 FEET SOUTH OF THE NORTH END OF
 CS1012'ABUTMENT OF OVERPASS AND 6.6 FEET EAST OF THE EAST RAIL OF
 CS1012'RAILROAD TRACKS.
 CS1012'
 CS1012'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A DRILL HOLE AT
 CS1012'THE NORTH END OF THE WEST ABUTMENT OF DENTON DR. OVERPASS AND IS
 CS1012'STAMPED LETOT 2 NO 4 1974.  IT IS 18 FEET WEST OF THE CENTER-LINE
 CS1012'OF DENTON DR., AND 10 FEET SOUTH OF THE NORTH END OF THE ABUTMENT
 CS1012'OF OVERPASS.
 CS1012'
 CS1012'NEAREST TOWN--R.F.G.
 CS1012
 CS1012                          STATION RECOVERY (1974)
 CS1012
 CS1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CS1012'8 MI NW FROM DALLAS.
 CS1012'LOCATED 0.2 MILE EAST OF THE INTERSECTION OF HARRY HINES BLVD. (OLD
 CS1012'U.S. HWY. 77), NORTHWEST HWY., (LOOP 12), STOREY LANE, (LOOP 12), AND
 CS1012'AT THE NORTH END OF THE OVERPASSES OF NORTHWEST HWY. (LOOP 12) AND
 CS1012'DENTON DR. AND THE MISSOURI, KANSAS, TEXAS RAILROAD TRACKS.  STANDARD
 CS1012'TRIANGULATION STATION MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 CS1012'POST, THAT IS FLUSH WITH THE GROUND AND STAMPED LETOT 2 1974.  IT IS
 CS1012'59 FEET NORTH OF THE NORTH END OF THE WEST ABUTMENT OF RAILROAD
 CS1012'OVERPASS, 56 FEET NORTH OF THE NORTH END OF THE EAST ABUTMENT OF
 CS1012'DENTON DR., OVERPASS, 29 FEET EAST OF THE CENTER-LINE OF DENTON DR.,
 CS1012'55 FEET NORTH OF A TELEPHONE POLE AND 9 FEET WEST OF THE WEST RAIL OF
 CS1012'RAILROAD TRACKS.
 CS1012
 CS1012                          STATION RECOVERY (2005)
 CS1012
 CS1012'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1011 ***********************************************************************
 CS1011  DESIGNATION -  LETOT AZ MK
 CS1011  PID         -  CS1011
 CS1011  STATE/COUNTY-  TX/DALLAS
 CS1011  USGS QUAD   -  IRVING (1981)
 CS1011
 CS1011                         *CURRENT SURVEY CONTROL
 CS1011  ___________________________________________________________________
 CS1011* NAD 83(1986)-  32 51 36.     (N)    096 53 13.     (W)     SCALED    
 CS1011* NAVD 88     -       132.726  (meters)     435.45   (feet)  ADJUSTED  
 CS1011  ___________________________________________________________________
 CS1011  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CS1011  DYNAMIC HT  -         132.575 (meters)     434.96  (feet)  COMP
 CS1011  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CS1011
 CS1011  VERT ORDER  -  FIRST     CLASS II
 CS1011
 CS1011.The horizontal coordinates were scaled from a topographic map and have
 CS1011.an estimated accuracy of +/- 6 seconds.
 CS1011
 CS1011.The orthometric height was determined by differential leveling
 CS1011.and adjusted by the National Geodetic Survey in June 1991..
 CS1011
 CS1011.The geoid height was determined by GEOID03.
 CS1011
 CS1011.The dynamic height is computed by dividing the NAVD 88
 CS1011.geopotential number by the normal gravity value computed on the
 CS1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1011.degrees latitude (g = 980.6199 gals.).
 CS1011
 CS1011.The modeled gravity was interpolated from observed gravity values.
 CS1011
 CS1011;                    North         East    Units  Estimated Accuracy
 CS1011;SPC TXNC     - 2,133,490.      750,960.      MT  (+/- 180 meters Scaled)
 CS1011
 CS1011                          SUPERSEDED SURVEY CONTROL
 CS1011
 CS1011  NGVD 29 (??/??/92)  132.738  (m)          435.49   (f) ADJ UNCH    1 2
 CS1011
 CS1011.Superseded values are not recommended for survey control.
 CS1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1011.See file dsdata.txt to determine how the superseded data were derived.
 CS1011
 CS1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB977377(NAD 83)
 CS1011_MARKER: DZ = AZIMUTH MARK DISK
 CS1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1011_STAMPING: LETOT 1946
 CS1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1011+STABILITY: SURFACE MOTION
 CS1011
 CS1011  HISTORY     - Date     Condition        Report By
 CS1011  HISTORY     - 1946     MONUMENTED       CGS
 CS1011  HISTORY     - 1947     GOOD             NGS
 CS1011  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1011  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS1011
 CS1011                          STATION DESCRIPTION
 CS1011
 CS1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1011'IN DALLAS.
 CS1011'ABOUT 8.0 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT DALLAS, NEAR THE
 CS1011'TRAFFIC CIRCLE FORMED BY THE INTERSECTION OF STATE HIGHWAY NO. 183,
 CS1011'UNITED STATES HIGHWAY NO. 77, AND STATE HIGHWAY NO. 114.  ABOUT 0.25
 CS1011'MILES NORTHWEST ALONG STATE HIGHWAY NO. 114 FROM THE TRAFFIC CIRCLE ON
 CS1011'THE SOUTH SIDE OF THE ROAD, 49.0 FEET SOUTH OF THE CENTER LINE OF
 CS1011'STATE HIGHWAY NO. 114, 1.0 FOOT NORTH OF A FENCE LINE.  A BRONZE
 CS1011'AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6.0
 CS1011'INCHES ABOVE THE GROUND.
 CS1011
 CS1011                          STATION RECOVERY (1958)
 CS1011
 CS1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1011'MARK NOT FOUND.
 CS1011
 CS1011                          STATION RECOVERY (2005)
 CS1011
 CS1011'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1009 ***********************************************************************
 CS1009  DESIGNATION -  LETOT RM 1
 CS1009  PID         -  CS1009
 CS1009  STATE/COUNTY-  TX/DALLAS
 CS1009  USGS QUAD   -  IRVING (1981)
 CS1009
 CS1009                         *CURRENT SURVEY CONTROL
 CS1009  ___________________________________________________________________
 CS1009* NAD 83(1986)-  32 51 30.     (N)    096 52 53.     (W)     SCALED    
 CS1009* NAVD 88     -       131.834  (meters)     432.53   (feet)  ADJUSTED  
 CS1009  ___________________________________________________________________
 CS1009  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CS1009  DYNAMIC HT  -         131.683 (meters)     432.03  (feet)  COMP
 CS1009  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CS1009
 CS1009  VERT ORDER  -  FIRST     CLASS II
 CS1009
 CS1009.The horizontal coordinates were scaled from a topographic map and have
 CS1009.an estimated accuracy of +/- 6 seconds.
 CS1009
 CS1009.The orthometric height was determined by differential leveling
 CS1009.and adjusted by the National Geodetic Survey in June 1991..
 CS1009
 CS1009.The geoid height was determined by GEOID03.
 CS1009
 CS1009.The dynamic height is computed by dividing the NAVD 88
 CS1009.geopotential number by the normal gravity value computed on the
 CS1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1009.degrees latitude (g = 980.6199 gals.).
 CS1009
 CS1009.The modeled gravity was interpolated from observed gravity values.
 CS1009
 CS1009;                    North         East    Units  Estimated Accuracy
 CS1009;SPC TXNC     - 2,133,310.      751,480.      MT  (+/- 180 meters Scaled)
 CS1009
 CS1009                          SUPERSEDED SURVEY CONTROL
 CS1009
 CS1009  NGVD 29 (??/??/92)  131.846  (m)          432.56   (f) ADJ UNCH    1 2
 CS1009
 CS1009.Superseded values are not recommended for survey control.
 CS1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1009.See file dsdata.txt to determine how the superseded data were derived.
 CS1009
 CS1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB982375(NAD 83)
 CS1009_MARKER: DR = REFERENCE MARK DISK
 CS1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1009_STAMPING: LETOT NO. 1 1946
 CS1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1009+STABILITY: SURFACE MOTION
 CS1009
 CS1009  HISTORY     - Date     Condition        Report By
 CS1009  HISTORY     - 1946     MONUMENTED       CGS
 CS1009  HISTORY     - 1947     GOOD             NGS
 CS1009  HISTORY     - 1958     GOOD             NGS
 CS1009  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS1009
 CS1009                          STATION DESCRIPTION
 CS1009
 CS1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1009'IN DALLAS.
 CS1009'ABOUT 7.8 MILES NORTHWEST OF THE DALLAS COUNTY COURTHOUSE AT DALLAS,
 CS1009'AT THE TRAFFIC CIRCLE FORMED BY THE INTERSECTION OF STATE HIGHWAY NO.
 CS1009'183, UNITED STATES HIGHWAY NO. 77 AND STATE HIGHWAY NO. 114.  MARK
 CS1009'LOCATED ON THE WEST SIDE OF THE CENTER OF THE TRAFFIC CIRCLE.  12.0
 CS1009'FEET SOUTHEAST OF A MANHOLE, 5.0 FEET EAST OF THE CONCRETE CURBING
 CS1009'AROUND THE CIRCLE.  A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CS1009'CONCRETE POST FLUSH WITH THE GROUND.
 CS1009
 CS1009                          STATION RECOVERY (1958)
 CS1009
 CS1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1009'RECOVERED IN GOOD CONDITION.
 CS1009
 CS1009                          STATION RECOVERY (2005)
 CS1009
 CS1009'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1010 ***********************************************************************
 CS1010  DESIGNATION -  LETOT RM 2
 CS1010  PID         -  CS1010
 CS1010  STATE/COUNTY-  TX/DALLAS
 CS1010  USGS QUAD   -  IRVING (1981)
 CS1010
 CS1010                         *CURRENT SURVEY CONTROL
 CS1010  ___________________________________________________________________
 CS1010* NAD 83(1986)-  32 51 30.     (N)    096 52 53.     (W)     SCALED    
 CS1010* NAVD 88     -       131.724  (meters)     432.16   (feet)  ADJUSTED  
 CS1010  ___________________________________________________________________
 CS1010  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CS1010  DYNAMIC HT  -         131.574 (meters)     431.67  (feet)  COMP
 CS1010  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CS1010
 CS1010  VERT ORDER  -  FIRST     CLASS II
 CS1010
 CS1010.The horizontal coordinates were scaled from a topographic map and have
 CS1010.an estimated accuracy of +/- 6 seconds.
 CS1010
 CS1010.The orthometric height was determined by differential leveling
 CS1010.and adjusted by the National Geodetic Survey in June 1991..
 CS1010
 CS1010.The geoid height was determined by GEOID03.
 CS1010
 CS1010.The dynamic height is computed by dividing the NAVD 88
 CS1010.geopotential number by the normal gravity value computed on the
 CS1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1010.degrees latitude (g = 980.6199 gals.).
 CS1010
 CS1010.The modeled gravity was interpolated from observed gravity values.
 CS1010
 CS1010;                    North         East    Units  Estimated Accuracy
 CS1010;SPC TXNC     - 2,133,310.      751,480.      MT  (+/- 180 meters Scaled)
 CS1010
 CS1010                          SUPERSEDED SURVEY CONTROL
 CS1010
 CS1010  NGVD 29 (??/??/92)  131.737  (m)          432.21   (f) ADJ UNCH    1 2
 CS1010
 CS1010.Superseded values are not recommended for survey control.
 CS1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1010.See file dsdata.txt to determine how the superseded data were derived.
 CS1010
 CS1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB982375(NAD 83)
 CS1010_MARKER: DR = REFERENCE MARK DISK
 CS1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1010_STAMPING: LETOT NO. 2 1946
 CS1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1010+STABILITY: SURFACE MOTION
 CS1010
 CS1010  HISTORY     - Date     Condition        Report By
 CS1010  HISTORY     - 1946     MONUMENTED       CGS
 CS1010  HISTORY     - 1947     GOOD             NGS
 CS1010  HISTORY     - 1958     GOOD             NGS
 CS1010  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS1010
 CS1010                          STATION DESCRIPTION
 CS1010
 CS1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1010'IN DALLAS.
 CS1010'ABOUT 7.8 MILES NORTHWEST OF THE DALLAS COUNTY COURTHOUSE AT DALLAS,
 CS1010'AT THE TRAFFIC CIRCLE FORMED BY THE INTERSECTION OF STATE HIGHWAY NO.
 CS1010'183, UNITED STATES HIGHWAY NO. 77 AND STATE HIGHWAY NO. 114.  MARK IS
 CS1010'LOCATED IN THE CENTER OF THE NARROW PARKWAY ON STATE HIGHWAY NO. 114
 CS1010'JUST SOUTH OF MAURICES RESTAURANT.  162.0 FEET NORTHWEST ALONG STATE
 CS1010'HIGHWAY NO. 114 FROM THE WEST CURBING AROUND THE TRAFFIC CIRCLE.  A
 CS1010'BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH
 CS1010'THE GROUND.
 CS1010
 CS1010                          STATION RECOVERY (1958)
 CS1010
 CS1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1010'RECOVERED IN GOOD CONDITION.
 CS1010
 CS1010                          STATION RECOVERY (2005)
 CS1010
 CS1010'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0458 ***********************************************************************
 AM0458  DESIGNATION -  LEVEE
 AM0458  PID         -  AM0458
 AM0458  STATE/COUNTY-  TX/BRAZORIA
 AM0458  USGS QUAD   -  JONES CREEK (1974)
 AM0458
 AM0458                         *CURRENT SURVEY CONTROL
 AM0458  ___________________________________________________________________
 AM0458* NAD 83(1993)-  28 53 33.22522(N)    095 22 53.19791(W)     ADJUSTED  
 AM0458* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AM0458  ___________________________________________________________________
 AM0458  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AM0458  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AM0458
 AM0458  HORZ ORDER  -  SECOND
 AM0458
 AM0458.The horizontal coordinates were established by classical geodetic methods
 AM0458.and adjusted by the National Geodetic Survey in February 1996..
 AM0458
 AM0458.The orthometric height was scaled from a topographic map.
 AM0458
 AM0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0458
 AM0458.The geoid height was determined by GEOID03.
 AM0458
 AM0458;                    North         East     Units Scale Factor Converg.
 AM0458;SPC TXSC     - 4,122,851.075   952,858.012   MT  0.99989284   +1 46 22.0
 AM0458;SPC TXSC     -13,526,387.24  3,126,168.33   sFT  0.99989284   +1 46 22.0
 AM0458;UTM  15      - 3,198,415.275   267,772.176   MT  1.00026557   -1 09 04.2
 AM0458
 AM0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0458!SPC TXSC     -   1.00000335  x   0.99989284  =   0.99989619
 AM0458!UTM  15      -   1.00000335  x   1.00026557  =   1.00026892
 AM0458
 AM0458:                Primary Azimuth Mark                     Grid Az
 AM0458:SPC TXSC     -  FREEPORT MUNICIPAL TANK                  025 59 46.5
 AM0458:UTM  15      -  FREEPORT MUNICIPAL TANK                  028 55 12.7
 AM0458
 AM0458|---------------------------------------------------------------------|
 AM0458| PID    Reference Object                     Distance      Geod. Az  |
 AM0458|                                                           dddmmss.s |
 AM0458| AM0414 FREEPORT MUNICIPAL TANK             APPROX. 7.3 KM 0274608.5 |
 AM0458| CV6494 LEVEE RM 1                                         23134     |
 AM0458| CV6495 LEVEE RM 2                                         32109     |
 AM0458|---------------------------------------------------------------------|
 AM0458
 AM0458                          SUPERSEDED SURVEY CONTROL
 AM0458
 AM0458  NAD 83(1986)-  28 53 33.23463(N)    095 22 53.17722(W) AD(       ) 2
 AM0458  NAD 27      -  28 53 32.33900(N)    095 22 52.38100(W) AD(       ) 2
 AM0458
 AM0458.Superseded values are not recommended for survey control.
 AM0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0458.See file dsdata.txt to determine how the superseded data were derived.
 AM0458
 AM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM6777298415(NAD 83)
 AM0458_MARKER: DS = TRIANGULATION STATION DISK
 AM0458_SETTING: 0 = UNSPECIFIED SETTING
 AM0458
 AM0458  HISTORY     - Date     Condition        Report By
 AM0458  HISTORY     - 1934     MONUMENTED       CGS
 AM0458  HISTORY     - 1937     GOOD             CGS
 AM0458  HISTORY     - 1947     GOOD             CGS
 AM0458  HISTORY     - 1957     GOOD             SHELL
 AM0458  HISTORY     - 1958     GOOD             SHELL
 AM0458  HISTORY     - 1960     GOOD             CGS
 AM0458  HISTORY     - 1962     GOOD             CGS
 AM0458  HISTORY     - 1963     GOOD             CGS
 AM0458  HISTORY     - 1964     GOOD             CGS
 AM0458  HISTORY     - 1969     GOOD             CGS
 AM0458
 AM0458                          STATION DESCRIPTION
 AM0458
 AM0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0458'STATION IS LOCATED ABOUT 5 MILES SW FROM FREEPORT, ON A DREDGE
 AM0458'DUMP, ABOUT 1.8 MILES SSW FROM BRYAN MOUND PLANT, 200 METERS
 AM0458'NW FROM THE GULF BEACH, 200 METERS NE FROM E BANK OF BRAZOS
 AM0458'RIVER DIVERSION CHANNEL, AND 150 METERS NNE FROM A SMALL
 AM0458'FISHERMANS SHACK.
 AM0458'
 AM0458'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0458'SET IN CONCRETE.
 AM0458'
 AM0458'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AM0458'FREEPORT, MUNICIPAL WATER TANK, 357 DEG.  BRYAN MOUND, WATER
 AM0458'TANK, 358 DEG 30 MIN.  AND SHACK, 150 METERS, 202 DEG.
 AM0458'
 AM0458'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AM0458
 AM0458                          STATION RECOVERY (1937)
 AM0458
 AM0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AM0458'STATION IS 250 METERS NW FROM GULF BEACH AND 300 METERS NNE
 AM0458'FROM A SMALL FISHERMANS SHACK.
 AM0458
 AM0458                          STATION RECOVERY (1947)
 AM0458
 AM0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0458'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  FISHERMANS
 AM0458'SHACK MENTIONED IN DESCRIPTION IS NO LONGER STANDING.  THERE
 AM0458'ARE THREE 6- BY 6-INCH POSTS PROJECTING 12 INCHES ABOVE THE
 AM0458'GROUND IN THE IMMEDIATE VICINITY OF THE STATION.
 AM0458'
 AM0458'BOTH R.M.S WERE RECOVERED IN GOOD CONDITION.
 AM0458
 AM0458                          STATION RECOVERY (1957)
 AM0458
 AM0458'RECOVERY NOTE BY SHELL OIL COMPANY 1957
 AM0458'STATION AND BOTH REFERENCE MARKS WERE IN GOOD CONDITION.  THE
 AM0458'OVERFLOWING OF THE BRAZOS RIVER HAS ERODED ABOUT 12 INCHES AWAY
 AM0458'FROM ALL THREE MARKERS.  STATION IS NOW APPROXIMATELY ONE MILE
 AM0458'FROM GULF BEACH.  THE 6 IN X 16 IN POSTS ARE NO LONGER STANDING.
 AM0458
 AM0458                          STATION RECOVERY (1958)
 AM0458
 AM0458'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AM0458'STATION RECOVERED.  TO REACH STATION GO SOUTH OF FREEPORT
 AM0458'ON BRYAN BEACH ROAD, CROSS INTRACOASTAL CANAL AND GO 0.45
 AM0458'MILES TO BROKEN CONCRETE FOUNDATION ON LEFT SIDE OF ROAD AND
 AM0458'FENCE CORNER AND ROW OF SALT CEDARS ON RIGHT SIDE OF ROAD,
 AM0458'TURN RIGHT ON TRACK ROAD AND GO SW ALONG RIDGE LINE TO BRAZOS
 AM0458'RIVER NEAR INTERSECTION OF INTRACOASTAL CANAL AND TO STATION.
 AM0458'STATION AND BOTH R.M.S ARE 12-14 OUT OF GROUND, DUE TO WIND
 AM0458'ACTION ON THE SAND AND ARE IN DANGER OF BEING KNOCKED OVER.
 AM0458
 AM0458                          STATION RECOVERY (1960)
 AM0458
 AM0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0458'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 COULD
 AM0458'NOT BE FOUND.  IT APPEARS TO HAVE BEEN COVERED WITH SPOIL.
 AM0458'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES.
 AM0458'
 AM0458'(1) BOTH MARKS PROJECT 1.5 FEET.
 AM0458'
 AM0458'(2) THE STATION DISK IS STAMPED LEVEE 1934.
 AM0458'
 AM0458'(3) THE DISK FOR R.M. 1 IS STAMPED LEVEE NO. 1 1934.
 AM0458'
 AM0458'(4) A METAL WITNESS POST WITH WHITE SIGN ATTACHED WAS DRIVEN
 AM0458'BESIDE THE STATION.
 AM0458
 AM0458                          STATION RECOVERY (1962)
 AM0458
 AM0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AM0458'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.
 AM0458'
 AM0458'THE DESCRIPTION WITH THE 1960 RECOVEREY NOTE IS ADEQUATE WITH
 AM0458'THE FOLLOWING EXCEPTION.
 AM0458'
 AM0458'THE STATION IS APPROXIMATELY 200 METERS NORTHWEST OF THE
 AM0458'INSHORE EDGE OF MARSH INSTEAD OF THE GULF BEACH.
 AM0458
 AM0458                          STATION RECOVERY (1963)
 AM0458
 AM0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0458'THE STATION WAS RECOVERED.  THE STATION MARK AND REFERENCE
 AM0458'MARKS 1 AND 2 WERE FOUND.  THE MARKS NOW PROJECT ABOUT
 AM0458'15-INCHES ABOVE THE GROUND SURFACE BUT ARE ALL SOLID AND
 AM0458'APPEARENTLY UNDISTURBED.  THE DISTANCE BETWEEN THE STATION
 AM0458'AND REFERENCE MARKS WAS CHECKED AND FOUND TO BE CORRECT.
 AM0458'STAMPINGS WAS VERIFIED.
 AM0458'
 AM0458'THE STATION IS SITUATED ATOP SMALL KNOLL ABOUT 290 FEET EAST
 AM0458'OF A EARTH DIKE WHICH PARALLELS THE EAST BANK OF THE BRAZOS
 AM0458'RIVER, AND ABOUT 1/2 MILE SOUTH OF THE U.S. CORPS OF ENGINEERS,
 AM0458'EAST BRAZOS RIVER FLOODGATE, 2-1/2 FEET NORTH OF STEEL POST
 AM0458'AND WITNESS SIGN.
 AM0458'
 AM0458'REFERENCE 1 IS 135 FEET EAST OF THE LOW EARTH DIKE, REFERENCE
 AM0458'MARK 2 IS 115 FEET EAST OF THE EARTH DIKE AND IN LOW FLAT
 AM0458'LAND.
 AM0458'
 AM0458'TO REACH THE STATION FROM THE INTERSECTION OF 2ND AND PINE
 AM0458'STREETS IN FREEPORT, GO SOUTH ON PINE STREET (FARM ROAD 1495)
 AM0458'FOR 0.85 MILE, TAKE RIGHT FORK GOING SOUTHEAST ON SHELL ROAD
 AM0458'FOR 1.15 MILES TO T-ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR
 AM0458'1.4 MILES TO CURVE RIGHT AT HOUSES ON LEFT, KEEP RIGHT AND
 AM0458'GO 0.85 MILE TO T-JUNCTION, TURN LEFT GOING SOUTH ON NARROW
 AM0458'SHELL ROAD FOR 1.25 MILES TO USED EAST BRAZOS RIVER FLOODGATE
 AM0458'HEADQUARTERS AND END OF ROAD.  HIKE ACROSS FLOODGATE AND WALK
 AM0458'SOUTH ABOUT 1/2 MILE TO SMALL KNOLL AND STATION.  THE STATION
 AM0458'MAY BE REACHED IN DRY WEATHER BY APPROACHING FROM THE BEACH
 AM0458'WITH 4-WHEEL DRIVE VEHICLE.
 AM0458
 AM0458                          STATION RECOVERY (1964)
 AM0458
 AM0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AM0458'STATION MARK AND REFERENCE MARK NO 1 WERE RECOVERED AS DESCRIBED.
 AM0458'BOTH MARKS ARE PROJECTING APPROXIMATELY 1.5 FEET, BUT SHOW
 AM0458'NO SIGN OF TIPPING.  A METAL WITNESS POST WITH A WHITE SIGN IS
 AM0458'DRIVEN NEXT TO THE STATION MARK.
 AM0458
 AM0458                          STATION RECOVERY (1969)
 AM0458
 AM0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0458'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AM0458'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND TO BE 2
 AM0458'FEET BELOW SURFACE OF GROUND.  A METAL WITNESS POST WITH
 AM0458'SIGN WAS SET 1 FOOT NORTH OF THE MARK.
 AM0458'
 AM0458'THE DESCRIPTION AND ROUTE PROCEEDING TO STATION AS DESCRIBED
 AM0458'BY G.C. RANDALL IN 1963 IS ADEQUATE FOR RECOVERY.
 AM0458'
 AM0458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 AM0458'SOUTHWEST OF FREEPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6921 ***********************************************************************
 AW6921  DESIGNATION -  LEVEE
 AW6921  PID         -  AW6921
 AW6921  STATE/COUNTY-  TX/HARRIS
 AW6921  USGS QUAD   -  ADDICKS (1995)
 AW6921
 AW6921                         *CURRENT SURVEY CONTROL
 AW6921  ___________________________________________________________________
 AW6921* NAD 83(1993)-  29 45 20.36577(N)    095 38 47.32507(W)     ADJUSTED  
 AW6921* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 AW6921  ___________________________________________________________________
 AW6921  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6921  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW6921
 AW6921  HORZ ORDER  -  FIRST
 AW6921
 AW6921.The horizontal coordinates were established by classical geodetic methods
 AW6921.and adjusted by the National Geodetic Survey in February 1996..
 AW6921
 AW6921.The orthometric height was scaled from a topographic map.
 AW6921
 AW6921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6921
 AW6921.The geoid height was determined by GEOID03.
 AW6921
 AW6921;                    North         East     Units Scale Factor Converg.
 AW6921;SPC TXSC     - 4,217,695.588   924,278.390   MT  0.99989011   +1 38 34.6
 AW6921;SPC TXSC     -13,837,556.27  3,032,403.35   sFT  0.99989011   +1 38 34.6
 AW6921;UTM  15      - 3,294,645.334   244,083.726   MT  1.00040815   -1 18 51.0
 AW6921
 AW6921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6921!SPC TXSC     -   0.99999899  x   0.99989011  =   0.99988910
 AW6921!UTM  15      -   0.99999899  x   1.00040815  =   1.00040714
 AW6921
 AW6921:                Primary Azimuth Mark                     Grid Az
 AW6921:SPC TXSC     -  LEVEE AZ MK                              001 46 24.0
 AW6921:UTM  15      -  LEVEE AZ MK                              004 43 49.6
 AW6921
 AW6921|---------------------------------------------------------------------|
 AW6921| PID    Reference Object                     Distance      Geod. Az  |
 AW6921|                                                           dddmmss.s |
 AW6921| CV6496 LEVEE AZ MK                                        0032458.6 |
 AW6921| CV6497 LEVEE RM 1                            7.254 METERS 08624     |
 AW6921| CV6498 LEVEE RM 2                           13.753 METERS 17357     |
 AW6921|---------------------------------------------------------------------|
 AW6921
 AW6921                          SUPERSEDED SURVEY CONTROL
 AW6921
 AW6921  NAD 83(1986)-  29 45 20.38039(N)    095 38 47.30709(W) AD(       ) 1
 AW6921  NAD 27      -  29 45 19.55363(N)    095 38 46.50236(W) AD(       ) 1
 AW6921
 AW6921.Superseded values are not recommended for survey control.
 AW6921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6921.See file dsdata.txt to determine how the superseded data were derived.
 AW6921
 AW6921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4408494645(NAD 83)
 AW6921_MARKER: DS = TRIANGULATION STATION DISK
 AW6921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6921_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6921
 AW6921  HISTORY     - Date     Condition        Report By
 AW6921  HISTORY     - 1968     MONUMENTED       CGS
 AW6921  HISTORY     - 1987     GOOD             USPSQD
 AW6921  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW6921
 AW6921                          STATION DESCRIPTION
 AW6921
 AW6921'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6921'THE STATION IS LOCATED ON THE PROPERTY OWNED BY THE U. S. GOVERNMENT
 AW6921'AND IS CONTROLED BY THE U. S. CORPS OF ENGINEERS WHOSE OFFICE IS
 AW6921'LOCATED AT 1042 ADDICKS-HOWELL ROAD.  IT IS ABOUT 4-1/2 MILES
 AW6921'NORTHEAST OF CLODINE, 2 MILES SOUTH OF ADDICKS ANDON THE EAST EDGE
 AW6921'OF BARKER RESERVOIR ON THE WEST EDGE OF THE LEVEE.
 AW6921'
 AW6921'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND FARM
 AW6921'ROAD 1960 IN ADDICKS, GO SOUTH ON FARM ROAD 1960 FOR 1.95 MILES TO
 AW6921'AN OFF SET CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.1 MILE ON THE
 AW6921'GRAVELED ROAD TO THE TOP OF THE LEVEE AND THE STATION ON THE
 AW6921'RIGHT.
 AW6921'
 AW6921'THE STATION MARK IS A STANDARD DISK STAMPED LEVEE 1968, SET IN THE
 AW6921'TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 AW6921'AND FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET NORTH OF THE
 AW6921'CENTER OF A GRAVELED ROAD, 14 FEET WEST OF THE CENTER OF A GATE AND
 AW6921'THE LEVEE, 3.4 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 AW6921'2.4 FEET SOUTH OF AN EAST-WEST WIRE FENCE.
 AW6921'
 AW6921'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEVEE NO 1 1968, SET IN
 AW6921'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN
 AW6921'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 23
 AW6921'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 10 FEET EAST OF THE
 AW6921'CENTER OF THE GATE AND LEVEE, 2 FEET EAST-SOUTHEAST OF THE
 AW6921'EAST GATE POST AND 1.2 FEET SOUTH OF THE EAST-WEST WIRE FENCE.
 AW6921'
 AW6921'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LEVEE NO 2 1968, SET IN
 AW6921'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN
 AW6921'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 22
 AW6921'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 9 FEET WEST OF THE
 AW6921'CENTER OF A GATE AND THE LEVEE, 1.3 FEET NORTHWEST OF THE WEST
 AW6921'GATE POST AND 0.9 FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 AW6921'
 AW6921'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEVEE 1968,
 AW6921'CEMENTED IN A DRILL HOLE IN THE SOUTH ABUTMENT OF THE OVERPASS OF
 AW6921'THE INTERSECTION OF INTERSTATE 10 AND FARM ROAD 1960.  THE ABUTMENT
 AW6921'PROJECTS ABOUT 1 FOOT ABOVE THE ROAD SURFACE.  IT IS 21.6 FEET
 AW6921'WEST OF A METAL WITNESS POST AND 5.8 FEET WEST OF THE EAST
 AW6921'EXPANDTION GAP OF THE OVERPASS AND BETWEEN THE SECOND AND THIRD
 AW6921'CONCRETE ABUTMENT POSTS FROM THE SOUTHEAST CORNER OF THE
 AW6921'OVERPASS.
 AW6921'
 AW6921'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW6921
 AW6921                          STATION RECOVERY (1987)
 AW6921
 AW6921'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6921'RECOVERED IN GOOD CONDITION.
 AW6921
 AW6921                          STATION RECOVERY (1993)
 AW6921
 AW6921'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0649 ***********************************************************************
 CE0649  DESIGNATION -  LEVEE
 CE0649  PID         -  CE0649
 CE0649  STATE/COUNTY-  TX/EL PASO
 CE0649  USGS QUAD   -  TORNILLO (1972)
 CE0649
 CE0649                         *CURRENT SURVEY CONTROL
 CE0649  ___________________________________________________________________
 CE0649* NAD 83(1993)-  31 25 09.47718(N)    106 06 06.18094(W)     ADJUSTED  
 CE0649* NAVD 88     -      1092.44   (+/-2cm)    3584.1    (feet)  VERTCON   
 CE0649  ___________________________________________________________________
 CE0649  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CE0649  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0649
 CE0649  HORZ ORDER  -  SECOND
 CE0649  VERT ORDER  -  THIRD ? (See Below)
 CE0649
 CE0649.The horizontal coordinates were established by classical geodetic methods
 CE0649.and adjusted by the National Geodetic Survey in February 1996..
 CE0649
 CE0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0649.The vertical order pertains to the NGVD 29 superseded value.
 CE0649
 CE0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0649
 CE0649.The geoid height was determined by GEOID03.
 CE0649
 CE0649;                    North         East     Units Scale Factor Converg.
 CE0649;SPC TX C     - 3,208,506.651   151,816.085   MT  0.99990825   -2 58 15.8
 CE0649;SPC TX C     -10,526,575.57    498,083.27   sFT  0.99990825   -2 58 15.8
 CE0649;UTM  13      - 3,476,597.202   395,283.472   MT  0.99973525   -0 34 27.7
 CE0649
 CE0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0649!SPC TX C     -   0.99983229  x   0.99990825  =   0.99974056
 CE0649!UTM  13      -   0.99983229  x   0.99973525  =   0.99956759
 CE0649
 CE0649:                Primary Azimuth Mark                     Grid Az
 CE0649:SPC TX C     -  LEVEE AZ MK                              021 08 34.4
 CE0649:UTM  13      -  LEVEE AZ MK                              018 44 46.3
 CE0649
 CE0649|---------------------------------------------------------------------|
 CE0649| PID    Reference Object                     Distance      Geod. Az  |
 CE0649|                                                           dddmmss.s |
 CE0649| CC6834 LEVEE AZ MK                                        0181018.6 |
 CE0649| CC6835 LEVEE RM 1                           17.520 METERS 14703     |
 CE0649| CE0648 RECLAMATION SER MON 354079           12.820 METERS 19612     |
 CE0649| CC6836 LEVEE RM 2                           15.120 METERS 19721     |
 CE0649|---------------------------------------------------------------------|
 CE0649
 CE0649                          SUPERSEDED SURVEY CONTROL
 CE0649
 CE0649  NAD 83(1993)-  31 25 09.48592(N)    106 06 06.17060(W) AD(       ) 2
 CE0649  NAD 83(1986)-  31 25 09.48596(N)    106 06 06.17060(W) AD(       ) 2
 CE0649  NAD 27      -  31 25 09.05000(N)    106 06 04.26400(W) AD(       ) 2
 CE0649  NGVD 29 (07/19/86) 1091.88   (m)         3582.3    (f) LEVELING    3  
 CE0649
 CE0649.Superseded values are not recommended for survey control.
 CE0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0649.See file dsdata.txt to determine how the superseded data were derived.
 CE0649
 CE0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ9528376597(NAD 83)
 CE0649_MARKER: DS = TRIANGULATION STATION DISK
 CE0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0649
 CE0649  HISTORY     - Date     Condition        Report By
 CE0649  HISTORY     - 1934     MONUMENTED       CGS
 CE0649  HISTORY     - 1956     GOOD             CGS
 CE0649  HISTORY     - 1956     MARK NOT FOUND   CGS
 CE0649  HISTORY     - 1972     MARK NOT FOUND   USGS
 CE0649
 CE0649                          STATION DESCRIPTION
 CE0649
 CE0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CE0649'IN THE RIO GRANDE RIVER BOTTOMS ABOUT 2.5 MILES SOUTH-SOUTHEAST
 CE0649'OF TORNILLO AND ABOUT 1/4 MILE NORTHEAST OF THE RIO GRANDE,
 CE0649'ON THE SHOULDER SLOPE OF A DIRT ROAD MIDWAY BETWEEN TOP AND
 CE0649'TOE, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND ABOUT
 CE0649'150 YARDS NORTHEAST OF TOP OF THE LEVEE ALONG THE NORTHEASTERN
 CE0649'BANK OF THE RIO GRANDE.
 CE0649'
 CE0649'TO REACH FROM THE TORNILLO RAILROAD DEPOT GO SOUTH ON U.S.
 CE0649'HIGHWAY 80 FOR 0.3 MILE TO A TOURIST CAMP AND SERVICE STATION, TURN
 CE0649'RIGHT (WEST) ON A GRAVEL ROAD, GO 0.75 MILE TO CANAL BRIDGE,
 CE0649'CONTINUE WEST 0.45 MILE ACROSS A DRAINAGE CANAL BRIDGE, CONTINUE
 CE0649'WEST AND SOUTHWEST ON MAIN ROAD 0.7 MILE TO STATION ON THE
 CE0649'SOUTHEAST SIDE OF THE ROAD.
 CE0649'
 CE0649'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARE
 CE0649'BRONZE DISKS SET IN CONCRETE.
 CE0649'
 CE0649'REFERENCE MARK NO. 1 IS IN A FIELD EAST OF THE STATION AND
 CE0649'PROJECTS 6 INCHES ABOVE GROUND.
 CE0649'
 CE0649'REFERENCE MARK NO. 2 IS IN A DITCH SOUTHWEST OF THE STATION,
 CE0649'7.60 FEET SOUTH-SOUTHEAST OF RECLAMATION SERVICE MONUMENT
 CE0649'AND PROJECTS 6 INCHES ABOVE GROUND.
 CE0649'
 CE0649'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION,
 CE0649'37 FEET SOUTHWEST OF A CONCRETE HEAD GATE IN AN 8-FOOT IRRIGATION
 CE0649'CANAL, 25 FEET SOUTHEAST OF THE CENTER LINE OF MAIN DIRT
 CE0649'ROAD, 8 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD TURNING
 CE0649'SOUTHEAST INTO A CULTIVATED FIELD, AND PROJECTS 4 INCHES
 CE0649'ABOVE GROUND.
 CE0649'
 CE0649'A DIRECT TIE WAS MADE TO RECLAMATION SERVICE MONUMENT NO.
 CE0649'1091733 OVER 354079.  THIS MONUMENT IS IN THE DITCH TO THE
 CE0649'NORTHEAST OF THE LEVEE ROAD 42.07 FEET (12.82 METERS) SOUTHEAST
 CE0649'OF THE STATION, IT IS A BRASS CAPPED IRON PIPE PROJECTING 18
 CE0649'INCHES ABOVE GROUND.
 CE0649'
 CE0649'STATIONS ACALA AND BOYD ARE VISIBLE FROM THIS STATION.
 CE0649'
 CE0649'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CE0649
 CE0649                          STATION RECOVERY (1956)
 CE0649
 CE0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LWD)
 CE0649'A CONCRETE MONUMENT, WITH THE BRONZE TABLET MISSING, WAS FOUND
 CE0649'IN THE VICINITY OF THE DESCRIBED LOCATION OF THE STATION.
 CE0649
 CE0649                          STATION RECOVERY (1956)
 CE0649
 CE0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CE0649'TRIANGULATION STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 CE0649'IT MAY HAVE BEEN DESTROYED WHEN THE LEVEE WAS REBUILT.
 CE0649'
 CE0649'REFERENCE MARK 1 HAS BEEN DESTROYED.  THE POST WAS FOUND LYING
 CE0649'ON TOP OF THE GROUND.  THE DISK WAS RECOVERED.
 CE0649'
 CE0649'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 CE0649
 CE0649                          STATION RECOVERY (1972)
 CE0649
 CE0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (KGA)
 CE0649'TORNILLO, 0.5 MI. SE, THENCE 1.9 MI. SW. OF.  242 FEET NORTH
 CE0649'OF THE CENTER OF THE BRIDGE OVER DRAIN ON THE NORTH SIDE OF
 CE0649'THE U.S. LEVEE, 16 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CE0649'IN THE ROADSIDE DITCH, 1.2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0801 ***********************************************************************
 DQ0801  PACS        -  This is a Primary Airport Control Station.
 DQ0801  DESIGNATION -  LEVELPORT
 DQ0801  PID         -  DQ0801
 DQ0801  STATE/COUNTY-  TX/HOCKLEY
 DQ0801  USGS QUAD   -  LEVELLAND EAST (1980)
 DQ0801
 DQ0801                         *CURRENT SURVEY CONTROL
 DQ0801  ___________________________________________________________________
 DQ0801* NAD 83(1993)-  33 33 06.42036(N)    102 22 22.66339(W)     ADJUSTED  
 DQ0801* NAVD 88     -      1068.03   (meters)    3504.0    (feet)  GPS OBS   
 DQ0801  ___________________________________________________________________
 DQ0801  X           -  -1,140,318.624 (meters)                     COMP
 DQ0801  Y           -  -5,198,161.625 (meters)                     COMP
 DQ0801  Z           -   3,505,699.436 (meters)                     COMP
 DQ0801  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DQ0801  ELLIP HEIGHT-        1044.27  (meters)          (10/24/00) GPS OBS
 DQ0801  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 DQ0801
 DQ0801  HORZ ORDER  -  B
 DQ0801  ELLP ORDER  -  FOURTH    CLASS II
 DQ0801
 DQ0801.This mark is at Levelland Muni (Q24) Airport (Q24)
 DQ0801
 DQ0801.The horizontal coordinates were established by GPS observations
 DQ0801.and adjusted by the National Geodetic Survey in August 1996..
 DQ0801
 DQ0801.The orthometric height was determined by GPS observations and a
 DQ0801.high-resolution geoid model.
 DQ0801
 DQ0801.GPS derived orthometric heights for airport stations designated as
 DQ0801.PACS or SACS are published to 2 decimal places.  This maintains
 DQ0801.centimeter relative accuracy between the PACS and SACS.  It does
 DQ0801.not indicate centimeter accuracy relative to other marks which are
 DQ0801.part of the NAVD 88 network.
 DQ0801
 DQ0801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0801
 DQ0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0801
 DQ0801.The ellipsoidal height was determined by GPS observations
 DQ0801.and is referenced to NAD 83.
 DQ0801
 DQ0801.The geoid height was determined by GEOID03.
 DQ0801
 DQ0801;                    North         East     Units Scale Factor Converg.
 DQ0801;SPC TXNC     - 2,215,672.320   240,442.553   MT  0.99991061   -2 06 44.3
 DQ0801;SPC TXNC     - 7,269,251.60    788,851.94   sFT  0.99991061   -2 06 44.3
 DQ0801;UTM  13      - 3,715,552.097   743,901.525   MT  1.00033346   +1 27 09.6
 DQ0801
 DQ0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0801!SPC TXNC     -   0.99983609  x   0.99991061  =   0.99974671
 DQ0801!UTM  13      -   0.99983609  x   1.00033346  =   1.00016949
 DQ0801
 DQ0801:                Primary Azimuth Mark                     Grid Az
 DQ0801:SPC TXNC     -  Q24 A                                    184 51 20.3
 DQ0801:UTM  13      -  Q24 A                                    181 17 26.4
 DQ0801
 DQ0801|---------------------------------------------------------------------|
 DQ0801| PID    Reference Object                     Distance      Geod. Az  |
 DQ0801|                                                           dddmmss.s |
 DQ0801| AE2433 Q24 A                               476.549 METERS 1824436.0 |
 DQ0801| DQ0802 LEVELPORT AZ MK                     APPROX. 0.7 KM 3594829.4 |
 DQ0801|---------------------------------------------------------------------|
 DQ0801
 DQ0801                          SUPERSEDED SURVEY CONTROL
 DQ0801
 DQ0801  ELLIP H (08/30/96) 1044.29   (m)                       GP(       ) 1 2
 DQ0801  NAD 83(1993)-  33 33 06.42066(N)    102 22 22.66581(W) AD(       ) 3
 DQ0801  ELLIP H (02/16/96) 1044.22   (m)                       GP(       ) 5 1
 DQ0801  ELLIP H (12/21/93) 1043.90   (m)                       GP(       ) 4 1
 DQ0801  NAD 83(1986)-  33 33 06.42832(N)    102 22 22.65742(W) AD(       ) 3
 DQ0801  NAD 27      -  33 33 06.13149(N)    102 22 21.01024(W) AD(       ) 3
 DQ0801  NGVD 29 (12/08/88) 1067.7    (m)         3503.     (f) GPS OBS        
 DQ0801
 DQ0801.Superseded values are not recommended for survey control.
 DQ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0801.See file dsdata.txt to determine how the superseded data were derived.
 DQ0801
 DQ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4390215552(NAD 83)
 DQ0801_MARKER: I = METAL ROD
 DQ0801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ0801_SP_SET: OBJECT DRIVEN INTO GROUND
 DQ0801_STAMPING: LEVELPORT 1988
 DQ0801_MARK LOGO: NGS   
 DQ0801_PROJECTION: FLUSH
 DQ0801_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0801+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1995
 DQ0801_ROD/PIPE-DEPTH: 4.7  meters
 DQ0801_SLEEVE-DEPTH  : 0.9 meters
 DQ0801
 DQ0801  HISTORY     - Date     Condition        Report By
 DQ0801  HISTORY     - 1988     MONUMENTED       NGS
 DQ0801  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 DQ0801  HISTORY     - 19950525 GOOD             NGS
 DQ0801  HISTORY     - 19990520 GOOD             TXDOT
 DQ0801
 DQ0801                          STATION DESCRIPTION
 DQ0801
 DQ0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DQ0801'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 DQ0801'SOUTH OF LEVELLAND AT THE LEVELLAND MUNICIPAL AIRPORT.  THE MARK IS
 DQ0801'IN THE MEDIAN BETWEEN THE TAXIWAY AND THE RUNWAY AT THE JUNCTION OF
 DQ0801'A RAMP.
 DQ0801'OWNERSHIP--CITY OF LEVELLAND AND HOCKLEY COUNTY, PO BOX JJ,
 DQ0801'LEVELLAND TX 79336.  AIRPORT MANAGER IS STEVEN C BERNSTEIN, PHONE
 DQ0801'806-894-7328.
 DQ0801'
 DQ0801'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 AND STATE
 DQ0801'HIGHWAY 114 AT THE NORTHEAST CORNER OF LEVELLAND, GO SOUTH ON US
 DQ0801'HIGHWAY 385 FOR 2.9 KM (1.8 MI) TO A CROSSROAD.  TURN LEFT AND GO
 DQ0801'SOUTH ON US HIGHWAY 385 FOR 2.0 KM (1.25 MI) TO THE AIRPORT
 DQ0801'ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO EAST, KEEPING TO THE
 DQ0801'LEFT OF TRAFFIC CIRCLE FOR 0.2 KM (0.1 MI) TO A GATE.  PASS THROUGH
 DQ0801'THE GATE, TURN RIGHT AND GO EAST AND THEN SOUTHEAST ON TARMAC FOR
 DQ0801'0.2 KM (0.1 MI) TO JUNCTION OF RAMP AND TAXIWAY.  TURN RIGHT AND GO
 DQ0801'SOUTH ON TAXIWAY FOR 0.4 KM (0.25 MI) TO A RAMP AND THE STATION ON
 DQ0801'THE LEFT.
 DQ0801'
 DQ0801'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DQ0801'ROD DRIVEN INTO THE GROUND 4.7 METERS AND INSIDE A 1-INCH PVC PIPE
 DQ0801'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 DQ0801'PVC PIPE WITH A LOGO CAP STAMPED---LEVELPORT 1988---, THE ROD IS
 DQ0801'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 30.5 METERS (100.0
 DQ0801'FT) EAST FROM TAXIWAY CENTER, 20.7 METERS (68.0 FT) WEST FROM
 DQ0801'RUNWAY CENTER, 14.0 METERS (47.0 FT) NORTH FROM RAMP CENTER, 0.6
 DQ0801'METER (2.0 FT) NORTH FROM NORTH EDGE OF CONCRETE PAD FOR RUNWAY
 DQ0801'INDICATOR LIGHT AND 0.6 METER (2.0 FT) SOUTH OF A FIBERGLASS
 DQ0801'WITNESS POST.
 DQ0801'
 DQ0801'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DQ0801'ROD DRIVEN INTO THE GROUND 4.3 METERS AND INSIDE A 1-INCH PVC PIPE
 DQ0801'THAT IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC
 DQ0801'PIPE WITH A LOGO CAP STAMPED---LEVELPORT AZ MK 1988---, THE ROD IS
 DQ0801'RECESSED 5 CM BELOW THE GROUND SURFACE.
 DQ0801'LOCATED 45.7 METERS (150.0 FT) WEST FROM RUNWAY CENTER, 17.1 METERS
 DQ0801'(56.0 FT) SOUTH FROM RAMP CENTER, 9.6 METERS (31.5 FT) EAST FROM
 DQ0801'TAXIWAY CENTER AND 0.6 METER (2.0 FT) NORTH OF A FIBERGLASS WITNESS
 DQ0801'POST.
 DQ0801'
 DQ0801'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DQ0801'
 DQ0801'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DQ0801'
 DQ0801'DESCRIBED BY D.A. BOWLING.
 DQ0801
 DQ0801                          STATION RECOVERY (1994)
 DQ0801
 DQ0801'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0801'MARK NOT FOUND.
 DQ0801
 DQ0801                          STATION RECOVERY (1995)
 DQ0801
 DQ0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DQ0801'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH OF LEVELLAND AT
 DQ0801'THE LEVELLAND MUNICIPAL AIRPORT.  NEAR MIDFIELD AT THE SOUTH END OF A
 DQ0801'GRASS MEDIAN, JUST NORTHWEST OF THE CONNECTOR JUNCTION WITH THE
 DQ0801'RUNWAY.  OWNERSHIP--CITY OF LEVELLAND AND HOCKLY COUNTY, P.O.  BOX JJ,
 DQ0801'LEVELLAND, TX.  79336.  AIRPORT MANAGER STEVEN C.  BERNSTEIN, PHONE
 DQ0801'806-894-7328.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DQ0801'385 AND STATE HIGHWAY 114 AT THE NORTHEAST CORNER OF LEVELLAND, GO
 DQ0801'SOUTH, 2.9 KM (1.80 MI) ON HIGHWAY 385 TO A CROSSROAD. TURN LEFT,
 DQ0801'SOUTH, 2.0 KM (1.25 MI) ON HIIGHWAY 385 TO THE AIRPORT ENTRANCE ROAD
 DQ0801'ON THE LEFT.  TURN LEFT, EAST, 0.2 KM (0.10 MI) KEEPING LEFT OF THE
 DQ0801'TRAFFIC CIRCLE TO A GATE.  PASS THROUGH THE GATE, TURN RIGHT, EAST,
 DQ0801'THEN SOUTHEAST, 0.2 KM (0.10 MI) ACROSS APRON TO THE JUNCTION OF THE
 DQ0801'CONNECTOR AND TAXI.  TURN RIGHT, SOUTH, 0.4 KM (0.25 MI) ON TAXI TO
 DQ0801'THE CONNECTOR AND STATION ON THE LEFT.  STATION IS 30.5 M (100.1 FT)
 DQ0801'EAST OF THE TAXI CENTER, 27.2 M (89.2 FT) WEST OF THE RUNWAY CENTER,
 DQ0801'13.4 M (44.0 FT) NORTH OF THE CONNECTOR CENTER, 0.6 M (2.0 FT) NORTH
 DQ0801'OF THE NORTH EDGE OF A RUNWAY 17-35 INDECATOR SIGN, 0.6 M (2.0 FT)
 DQ0801'SOUTH OF A WITNESS POST, AND 0.2 BELOW THE LEVEL OF THE RUNWAY.
 DQ0801'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 DQ0801'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY R.G. HAYES
 DQ0801
 DQ0801                          STATION RECOVERY (1999)
 DQ0801
 DQ0801'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 DQ0801'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0802 ***********************************************************************
 DQ0802  SACS        -  This is a Secondary Airport Control Station.
 DQ0802  DESIGNATION -  LEVELPORT AZ MK
 DQ0802  PID         -  DQ0802
 DQ0802  STATE/COUNTY-  TX/HOCKLEY
 DQ0802  USGS QUAD   -  LEVELLAND EAST (1980)
 DQ0802
 DQ0802                         *CURRENT SURVEY CONTROL
 DQ0802  ___________________________________________________________________
 DQ0802* NAD 83(1993)-  33 33 28.80768(N)    102 22 22.75292(W)     ADJUSTED  
 DQ0802* NAVD 88     -      1068.51   (meters)    3505.6    (feet)  GPS OBS   
 DQ0802  ___________________________________________________________________
 DQ0802  X           -  -1,140,239.258 (meters)                     COMP
 DQ0802  Y           -  -5,197,789.053 (meters)                     COMP
 DQ0802  Z           -   3,506,274.587 (meters)                     COMP
 DQ0802  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DQ0802  ELLIP HEIGHT-        1044.73  (meters)          (03/05/01) GPS OBS
 DQ0802  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 DQ0802
 DQ0802  HORZ ORDER  -  FIRST
 DQ0802  ELLP ORDER  -  FOURTH    CLASS II
 DQ0802
 DQ0802.This mark is at Levelland Muni (Q24) Airport (Q24)
 DQ0802
 DQ0802.The horizontal coordinates were established by GPS observations
 DQ0802.and adjusted by the National Geodetic Survey in September 1997..
 DQ0802
 DQ0802.The orthometric height was determined by GPS observations and a
 DQ0802.high-resolution geoid model.
 DQ0802
 DQ0802.GPS derived orthometric heights for airport stations designated as
 DQ0802.PACS or SACS are published to 2 decimal places.  This maintains
 DQ0802.centimeter relative accuracy between the PACS and SACS.  It does
 DQ0802.not indicate centimeter accuracy relative to other marks which are
 DQ0802.part of the NAVD 88 network.
 DQ0802
 DQ0802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0802
 DQ0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0802
 DQ0802.The ellipsoidal height was determined by GPS observations
 DQ0802.and is referenced to NAD 83.
 DQ0802
 DQ0802.The geoid height was determined by GEOID03.
 DQ0802
 DQ0802;                    North         East     Units Scale Factor Converg.
 DQ0802;SPC TXNC     - 2,216,361.618   240,465.666   MT  0.99991157   -2 06 44.3
 DQ0802;SPC TXNC     - 7,271,513.08    788,927.77   sFT  0.99991157   -2 06 44.3
 DQ0802;UTM  13      - 3,716,241.790   743,881.722   MT  1.00033334   +1 27 10.4
 DQ0802
 DQ0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0802!SPC TXNC     -   0.99983601  x   0.99991157  =   0.99974760
 DQ0802!UTM  13      -   0.99983601  x   1.00033334  =   1.00016930
 DQ0802
 DQ0802:                Primary Azimuth Mark                     Grid Az
 DQ0802:SPC TXNC     -  LEVELPORT                                181 55 13.6
 DQ0802:UTM  13      -  LEVELPORT                                178 21 18.9
 DQ0802
 DQ0802|---------------------------------------------------------------------|
 DQ0802| PID    Reference Object                     Distance      Geod. Az  |
 DQ0802|                                                           dddmmss.s |
 DQ0802| DQ0801 LEVELPORT                           APPROX. 0.7 KM 1794829.3 |
 DQ0802|---------------------------------------------------------------------|
 DQ0802
 DQ0802                          SUPERSEDED SURVEY CONTROL
 DQ0802
 DQ0802  ELLIP H (09/08/97) 1044.75   (m)                       GP(       ) 4 2
 DQ0802  NAD 83(1993)-  33 33 28.80816(N)    102 22 22.75521(W) AD(       ) 3
 DQ0802  ELLIP H (02/16/96) 1044.69   (m)                       GP(       ) 5 1
 DQ0802  ELLIP H (12/21/93) 1044.36   (m)                       GP(       ) 4 1
 DQ0802  NAD 83(1986)-  33 33 28.81583(N)    102 22 22.74682(W) AD(       ) 3
 DQ0802  NAD 27      -  33 33 28.51952(N)    102 22 21.09948(W) AD(       ) 3
 DQ0802  NGVD 29 (12/08/88) 1068.1    (m)         3504.     (f) GPS OBS        
 DQ0802
 DQ0802.Superseded values are not recommended for survey control.
 DQ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0802.See file dsdata.txt to determine how the superseded data were derived.
 DQ0802
 DQ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4388216242(NAD 83)
 DQ0802_MARKER: I = METAL ROD
 DQ0802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ0802_SP_SET: OBJECT DRIVEN INTO GROUND
 DQ0802_STAMPING: LEVELPORT AZ MK
 DQ0802_MARK LOGO: NGS   
 DQ0802_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0802_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0802+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1995
 DQ0802_ROD/PIPE-DEPTH: 4.3  meters
 DQ0802_SLEEVE-DEPTH  : 0.9 meters
 DQ0802
 DQ0802  HISTORY     - Date     Condition        Report By
 DQ0802  HISTORY     - 1988     MONUMENTED       NGS
 DQ0802  HISTORY     - 19940827 GOOD             USPSQD
 DQ0802  HISTORY     - 19950525 GOOD             NGS
 DQ0802
 DQ0802                          STATION DESCRIPTION
 DQ0802
 DQ0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DQ0802'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 DQ0802'SOUTH OF LEVELLAND AT THE LEVELLAND MUNICIPAL AIRPORT.
 DQ0802'OWNERSHIP--CITY OF LEVELLAND AND HOCKLEY COUNTY, PO BOX JJ,
 DQ0802'LEVELLAND TX 79336.  AIRPORT MANAGER IS STEVEN C. BERNSTEIN, PHONE
 DQ0802'806-894-7328.
 DQ0802'
 DQ0802'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 AND STATE
 DQ0802'HIGHWAY 114 AT THE NORTHEAST CORNER OF LEVELLAND, GO SOUTH ON US
 DQ0802'HIGHWAY 385 FOR 2.9 KM (1.8 MI) TO A CROSSROAD.  TURN LEFT AND GO
 DQ0802'SOUTH ON US HIGHWAY 385 FOR 2.0 KM (1.25 MI) TO THE AIRPORT
 DQ0802'ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO EAST, KEEPING TO THE
 DQ0802'LEFT OF TRAFFIC CIRCLE, FOR 0.2 KM (0.1 MI) TO A GATE.  PASS
 DQ0802'THROUGH GATE THEN TURN RIGHT AND GO EAST AND SOUTHEAST ON TARMAC
 DQ0802'FOR 0.2 KM (0.1 MI) TO JUNCTION OF RUNWAY AND RAMP.  TURN LEFT AND
 DQ0802'GO NORTH ON TAXIWAY FOR 0.3 KM (0.2 MI) TO A RAMP AND THE MARK ON
 DQ0802'THE RIGHT.
 DQ0802'
 DQ0802'THE STATION MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DQ0802'ROD DRIVEN INTO THE GROUND 4.3 METERS AND INSIDE A 1-INCH PVC PIPE
 DQ0802'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 DQ0802'PVC PIPE WITH A LOGO CAP STAMPED---LEVELPORT AZ MK 1988---, THE ROD
 DQ0802'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 45.7 METERS
 DQ0802'(150.0 FT) WEST FROM RUNWAY CENTER, 17.1 METERS (56.0 FT) SOUTH
 DQ0802'FROM RAMP CENTER, 9.6 METERS (31.5 FT) EAST FROM TAXIWAY CENTER AND
 DQ0802'0.6 METER (2.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 DQ0802'
 DQ0802'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DQ0802'
 DQ0802'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DQ0802'
 DQ0802'DESCRIBED BY D.A. BOWLING.
 DQ0802
 DQ0802                          STATION RECOVERY (1994)
 DQ0802
 DQ0802'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0802'RECOVERED IN GOOD CONDITION.
 DQ0802
 DQ0802                          STATION RECOVERY (1995)
 DQ0802
 DQ0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DQ0802'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH OF LEVELLAND AT
 DQ0802'THE LEVELLAND MUNICIPAL AIRPORT.  NEAR THE NORTH END OF THE AIRPORT,
 DQ0802'AT THE NORTH END OF A GRASS MEDIAN BETWEEN THE RUNWAY AND TAXI, SOUTH
 DQ0802'OF THE SECOND CONNECTOR FROM THE NORTH END.  OWNERSHIP--CITY OF
 DQ0802'LEVELLAND AND HOCKLY COUNTY, P.O.  BOX JJ, LEVELLAND, TX.  79336.
 DQ0802'AIRPORT MANAGER STEVEN C.  BERNSTEIN, PHONE 806-894-7328.  TO REACH
 DQ0802'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 385 AND STATE HIGHWAY
 DQ0802'114 AT THE NORTHEAST CORNER OF LEVELLAND, GO SOUTH, 2.9 KM (1.80 MI)
 DQ0802'ON HIGHWAY 385 TO A CROSSROAD.  TURN LEFT, SOUTH, 2.0 KM (1.25 MI) ON
 DQ0802'HIIGHWAY 385 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 DQ0802'EAST, 0.2 KM (0.10 MI) KEEPING LEFT OF THE TRAFFIC CIRCLE TO A GATE.
 DQ0802'PASS THROUGH THE GATE, TURN RIGHT, EAST, THEN SOUTHEAST, 0.2 KM (0.10
 DQ0802'MI) ACROSS APRON TO THE JUNCTION OF THE CONNECTOR AND TAXI. TURN LEFT,
 DQ0802'NORTH, 0.3 KM (0.20 MI) TO A CONNECTOR AND THE STATION ON THE RIGHT.
 DQ0802'STATION IS 45.7 M (149.9 FT) WEST OF THE RUNWAY CENTER, 15.5 M (50.9
 DQ0802'FT) SOUTH OF THE CONNECTOR CENTER, 9.8 M (32.2 FT) EAST OF THE TAXI
 DQ0802'CENTER, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TAXI. NOTE--ACCESS
 DQ0802'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES
 DQ0802'NOT MEET CLASS A REQUIREMENTS.  THIS STATION SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3151 ***********************************************************************
 CS3151  DESIGNATION -  LEVY
 CS3151  PID         -  CS3151
 CS3151  STATE/COUNTY-  TX/PARKER
 CS3151  USGS QUAD   -  SPRINGTOWN (1979)
 CS3151
 CS3151                         *CURRENT SURVEY CONTROL
 CS3151  ___________________________________________________________________
 CS3151* NAD 83(1993)-  32 53 44.59608(N)    097 42 41.37611(W)     ADJUSTED  
 CS3151* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 CS3151  ___________________________________________________________________
 CS3151  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CS3151  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CS3151
 CS3151  HORZ ORDER  -  SECOND
 CS3151
 CS3151.The horizontal coordinates were established by classical geodetic methods
 CS3151.and adjusted by the National Geodetic Survey in February 1996..
 CS3151
 CS3151.The orthometric height was scaled from a topographic map.
 CS3151
 CS3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3151
 CS3151.The geoid height was determined by GEOID03.
 CS3151
 CS3151;                    North         East     Units Scale Factor Converg.
 CS3151;SPC TXNC     - 2,136,566.291   673,765.223   MT  0.99987630   +0 25 48.2
 CS3151;SPC TXNC     - 7,009,717.91  2,210,511.40   sFT  0.99987630   +0 25 48.2
 CS3151;UTM  14      - 3,640,462.713   620,512.514   MT  0.99977907   +0 41 59.6
 CS3151
 CS3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3151!SPC TXNC     -   0.99994417  x   0.99987630  =   0.99982047
 CS3151!UTM  14      -   0.99994417  x   0.99977907  =   0.99972325
 CS3151
 CS3151|---------------------------------------------------------------------|
 CS3151| PID    Reference Object                     Distance      Geod. Az  |
 CS3151|                                                           dddmmss.s |
 CS3151| CY1488 LEVY RM 1                            12.164 METERS 05318     |
 CS3151| CY1487 LEVY AZ MK                                         1070600.7 |
 CS3151| CY1489 LEVY RM 2                            15.761 METERS 16501     |
 CS3151|---------------------------------------------------------------------|
 CS3151
 CS3151                          SUPERSEDED SURVEY CONTROL
 CS3151
 CS3151  NAD 83(1993)-  32 53 44.59718(N)    097 42 41.36165(W) AD(       ) 2
 CS3151  NAD 83(1986)-  32 53 44.59925(N)    097 42 41.36036(W) AD(       ) 2
 CS3151  NAD 27      -  32 53 44.14200(N)    097 42 40.25700(W) AD(       ) 2
 CS3151
 CS3151.Superseded values are not recommended for survey control.
 CS3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3151.See file dsdata.txt to determine how the superseded data were derived.
 CS3151
 CS3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2051340463(NAD 83)
 CS3151_MARKER: X = CHISELED CROSS
 CS3151_SETTING: 0 = UNSPECIFIED SETTING
 CS3151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3151+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 CS3151
 CS3151  HISTORY     - Date     Condition        Report By
 CS3151  HISTORY     - 1946     MONUMENTED       USGS
 CS3151  HISTORY     - 1946     SEE DESCRIPTION  CGS
 CS3151  HISTORY     - 1951     GOOD             CGS
 CS3151  HISTORY     - 1963     GOOD             CGS
 CS3151  HISTORY     - 1968     GOOD             CGS
 CS3151  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS3151  HISTORY     - 20060622 GOOD             WEISER
 CS3151
 CS3151                          STATION DESCRIPTION
 CS3151
 CS3151'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3151'STATION LOCATED ABOUT 2 MILES SW OF VEALE STATION, ABOUT 12
 CS3151'MILES NW OF THE TOWN OF WEATHERFORD, ON A BARE RIDGE IN THE
 CS3151'COLEMAN PASTURE.  IT IS ABOUT 1/2 MILE S OF TRIANGULATION
 CS3151'STATION VEALE, ABOUT 1 MILE W OF FOUR SMALL WHITE HOUSES,
 CS3151'A WINDMILL, AND A CONOCO GAS PUMP, AND 5 FEET N OF A WHITE
 CS3151'WOODEN WITNESS POST.
 CS3151'
 CS3151'STATION MARK IS A BRONZE STATION DISK, STAMPED LEVY U S G S
 CS3151'1946 AND 1884, AND SET IN THE TOP OF A CONCRETE POST.  IT
 CS3151'PROJECTS 6 INCHES.  THIS DISK, SET IN CONCRETE, REPLACES
 CS3151'THE OLD SURFACE MARK, A FLAT STONE MARKED WITH A CROSS AND THE
 CS3151'LETTERS USGS, ESTABLISHED IN 1884.  THE UNDERGROUND-STATION
 CS3151'MARK IS A FLAT STONE MARKED WITH A CROSS AND THE LETTERS
 CS3151'USGS.  IT IS 1 FOOT BELOW THE SURFACE OF THE GROUND.
 CS3151'
 CS3151'REFERENCE MARK 1 IS 39.91 FEET NE OF THE STATION.  IT IS A
 CS3151'BRONZE REFERENCE DISK, STAMPED LEVY U S G S 1946 NO 1, AND
 CS3151'SET IN THE TOP OF A CONCRETE POST.  THE MARK PROJECTS 6
 CS3151'INCHES.
 CS3151'
 CS3151'REFERENCE MARK 2 IS 51.71 FEET SSE OF THE STATION.  IT IS A
 CS3151'BRONZE REFERENCE DISK, STAMPED LEVY U S G S 1946 NO 2, AND
 CS3151'SET IN THE TOP OF A CONCRETE POST.  THE MARK PROJECTS 6
 CS3151'INCHES.
 CS3151'
 CS3151'AZIMUTH MARK IS 0.7 MILE ESE OF THE STATION, 24 FEET NW OF
 CS3151'THE CENTER LINE OF GRADED ROAD, 1 FOOT SE OF FENCE LINE,
 CS3151'4 FEET NE OF A WHITE WOODEN WITNESS POST, AND 0.4 MILE SW
 CS3151'OF FOUR SMALL WHITE HOUSES.  IT IS A BRONZE AZIMUTH DISK,
 CS3151'STAMPED LEVY U S G S 1946, AND SET IN THE TOP OF A CONCRETE
 CS3151'POST.  THE MARK PROJECTS 6 INCHES.
 CS3151'
 CS3151'TO REACH THE STATION FROM THE COURTHOUSE IN WEATHERFORD, GO
 CS3151'N ON NORTH MAIN FOR 5.4 MILES TO A T-ROAD RIGHT.  TURN RIGHT
 CS3151'AND FOLLOW THE MAIN TRAVELED ROAD FOR 6.6 MILES TO FOUR
 CS3151'SMALL WHITE HOUSES, A WINDMILL, AND A CONOCO GAS PUMP ON
 CS3151'THE LEFT SIDE OF THE ROAD.  THIS POINT IS 1.7 MILES BY ROAD
 CS3151'SW OF VEALE STATION AND SCHOOLHOUSE.  TURN LEFT OFF THE MAIN
 CS3151'ROAD, PASS THROUGH GATE, AND FOLLOW RANCH ROAD W FOR 1.0
 CS3151'MILE TO TOP OF RIDGE AND A WOODEN GATE ABOUT 200 YARDS TO
 CS3151'THE RIGHT.  TURN LEFT OFF THE RANCH ROAD AND GO 0.1 MILE
 CS3151'ALONG TOP OF KNOLL TO THE STATION.
 CS3151'
 CS3151'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON RANCH
 CS3151'ROAD FOR 1.0 MILE TO THE FOUR SMALL WHITE HOUSES, A WINDMILL,
 CS3151'AND THE CONOCO GAS PUMP.  PASS THROUGH GATE, TURN RIGHT ON
 CS3151'MAIN ROAD, AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT
 CS3151'SIDE OF THE ROAD.
 CS3151
 CS3151                          STATION RECOVERY (1951)
 CS3151
 CS3151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3151'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CS3151'AS DESCRIBED.  IT IS ABOUT 4.5 MILES SSW OF SPRINGTOWN AND
 CS3151'ABOUT 1/2 MILE E OF THE SPRINGTOWN-WEATHERFORD HIGHWAY NO.
 CS3151'51.
 CS3151'
 CS3151'TO REACH STATION FROM SPRINGTOWN GO SW ON HIGHWAY 51 FOR
 CS3151'4.7 MILES, THEN TURN LEFT THROUGH A GATE AND GO E 0.1 MILE
 CS3151'TO AN OLD POLE CORRAL.  PASS TO THE LEFT OF THE CORRAL TO
 CS3151'A GATE AT THE NE SIDE OF THE CORRAL.  PASS THROUGH A GATE
 CS3151'AND FOLLOW AN OLD TRACK ROAD SE ALONG THE PASTURE HILLS FOR
 CS3151'0.6 MILE TO A GATE IN AN E-W FENCE.  THEN CONTINUE S 0.1
 CS3151'MILE TO THE STATION ON THE TOP OF THE BARE HILLTOP.
 CS3151'
 CS3151'TRIANGULATION STATION VEALE IS 0.1 MILE E OF THE CORRAL AND
 CS3151'ABOUT 0.6 MILE N OF LEVY (U.S.G.S.).
 CS3151
 CS3151                          STATION RECOVERY (1963)
 CS3151
 CS3151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3151'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CS3151'IN GOOD CONDITION AS DESCRIBED, EXCEPT THE LAND IS NOW OWNED
 CS3151'BY MR. R.L. WOODY.  ADDITIONAL NOTES AND THE TO REACH ARE
 CS3151'AS FOLLOWS--THE STATION IS ABOUT 12 MILES NORTHEAST OF WEATHERFORD
 CS3151'AND 1-1/2 MILES EAST OF FARM ROAD 51 ON THE HIGHEST PART OF
 CS3151'A GRASSY RIDGE.
 CS3151'
 CS3151'TO REACH THE STATION FROM THE COURTHOUSE IN WEATHERFORD, GO
 CS3151'NORTH ON FARM ROADS 51-920 FOR 1.0 MILE TO WHERE THE HIGHWAYS
 CS3151'SEPARATE.  CONTINUE NORTH ON FARM ROAD 51 FOR 4.55 MILES
 CS3151'TO A CROSSROAD AT THE NORTH SIDE CONSOLIDATED SCHOOL ON THE
 CS3151'LEFT.  TURN RIGHT, NORTHEASTERLY AND FOLLOW THE MAIN TRAVELED
 CS3151'ROAD FOR 2.5 MILES TO A T-ROAD.  TURN RIGHT, GO 3.25 MILES
 CS3151'TO A SIDE ROAD ON THE RIGHT.  KEEP STRAIGHT AHEAD FOR 0.05
 CS3151'MILE TO A GATE. *, UNDER A POWERLINE.  PASS THROUGH THE GATE
 CS3151'AND FOLLOW A TRACK ROAD WESTERLY, FOR 0.6 MILE TO THE HIGHEST
 CS3151'PART OF RIDGE AND THE STATION.  *TO REACH THE AZIMUTH MARK
 CS3151'FROM THE GATE UNDER THE POWERLINE, GO NORTH FOR 0.55 MILE
 CS3151'TO MARK ON THE LEFT.
 CS3151
 CS3151                          STATION RECOVERY (1968)
 CS3151
 CS3151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 CS3151'STATION MARK, R.M. 1, R.M. 2, AND AZIMUTH MARK WERE RECOVERED
 CS3151'IN GOOD CONDITION AS DESCRIBED.
 CS3151'
 CS3151'THE DISTANCE R.M. 1 - LEVY WAS FOUND TO BE 23.673 METERS
 CS3151'
 CS3151'THE DISTANCE R.M. 2 - LEVY WAS FOUND TO BE 22.173 METERS
 CS3151
 CS3151                          STATION RECOVERY (1997)
 CS3151
 CS3151'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3151'MARK NOT FOUND.
 CS3151
 CS3151                          STATION RECOVERY (2006)
 CS3151
 CS3151'RECOVERY NOTE BY WEISER SURVEYING 2006 (DV)
 CS3151'MARK WAS RECOVERED IN EXCELLENT CONDITION, UNDISTURBED, WITH REFERENCE
 CS3151'MARKERS UNDISTURBED NEARBY.  NO VEGETATION HAS DISTURBED IT, AND IT IS
 CS3151'IN OPEN RANCH LAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1034 ***********************************************************************
 CA1034  DESIGNATION -  LEWIS
 CA1034  PID         -  CA1034
 CA1034  STATE/COUNTY-  TX/BROWN
 CA1034  USGS QUAD   -  BYRDS (1987)
 CA1034
 CA1034                         *CURRENT SURVEY CONTROL
 CA1034  ___________________________________________________________________
 CA1034* NAD 83(1993)-  31 56 16.87165(N)    099 05 15.55004(W)     ADJUSTED  
 CA1034* NAVD 88     -       487.     (meters)    1598.     (feet)  SCALED    
 CA1034  ___________________________________________________________________
 CA1034  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CA1034  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CA1034
 CA1034  HORZ ORDER  -  SECOND
 CA1034
 CA1034.The horizontal coordinates were established by classical geodetic methods
 CA1034.and adjusted by the National Geodetic Survey in February 1996..
 CA1034
 CA1034.The orthometric height was scaled from a topographic map.
 CA1034
 CA1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1034
 CA1034.The geoid height was determined by GEOID03.
 CA1034
 CA1034;                    North         East     Units Scale Factor Converg.
 CA1034;SPC TX C     - 3,252,463.775   817,786.704   MT  1.00001515   +0 38 29.8
 CA1034;SPC TX C     -10,670,791.57  2,683,021.88   sFT  1.00001515   +0 38 29.8
 CA1034;UTM  14      - 3,533,569.053   491,715.160   MT  0.99960085   -0 02 46.9
 CA1034
 CA1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1034!SPC TX C     -   0.99992769  x   1.00001515  =   0.99994283
 CA1034!UTM  14      -   0.99992769  x   0.99960085  =   0.99952856
 CA1034
 CA1034|---------------------------------------------------------------------|
 CA1034| PID    Reference Object                     Distance      Geod. Az  |
 CA1034|                                                           dddmmss.s |
 CA1034| CV5495 LEWIS RM 1                           10.040 METERS 13951     |
 CA1034| CV5494 LEWIS AZ MK                                        2033904.0 |
 CA1034| CV5496 LEWIS RM 2                           11.273 METERS 22949     |
 CA1034|---------------------------------------------------------------------|
 CA1034
 CA1034                          SUPERSEDED SURVEY CONTROL
 CA1034
 CA1034  NAD 83(1986)-  31 56 16.88104(N)    099 05 15.53716(W) AD(       ) 2
 CA1034  NAD 27      -  31 56 16.35000(N)    099 05 14.32700(W) AD(       ) 2
 CA1034
 CA1034.Superseded values are not recommended for survey control.
 CA1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1034.See file dsdata.txt to determine how the superseded data were derived.
 CA1034
 CA1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9171533569(NAD 83)
 CA1034_MARKER: DS = TRIANGULATION STATION DISK
 CA1034_SETTING: 66 = SET IN ROCK OUTCROP
 CA1034_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1034
 CA1034  HISTORY     - Date     Condition        Report By
 CA1034  HISTORY     - 1944     MONUMENTED       CGS
 CA1034
 CA1034                          STATION DESCRIPTION
 CA1034
 CA1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1034'STATION IS LOCATED ABOUT 7 MILES SE OF CROSS CUT, 3.25 MILES
 CA1034'WNW OF BYRDS POST OFFICE, 17 MILES NW OF BROWNWOOD, ON TOP
 CA1034'OF A PROMINENT PINNACLE ON PROPERTY OWNED BY HENRY LEWIS, AND
 CA1034'0.1 MILE NW OF MR. LEWIS HOUSE.
 CA1034'
 CA1034'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ON THE
 CA1034'NW EDGE OF THE PINNACLE AND IS STAMPED LEWIS 1944.
 CA1034'
 CA1034'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK.
 CA1034'IT IS S OF THE STATION.
 CA1034'
 CA1034'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK.
 CA1034'IT IS SW OF AND ABOUT 2 FEET LOWER THAN THE STATION.
 CA1034'
 CA1034'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 CA1034'CONCRETE POST.  IT IS S OF THE STATION, 1 FOOT S OF THE S
 CA1034'RIGHT-OF-WAY FENCE, 35 FEET S OF THE CENTER LINE OF THE ROAD,
 CA1034'ON THE OUTSIDE EDGE OF A CURVE, AND ACROSS THE ROAD FROM
 CA1034'A SMALL ROCKY PINNACLE.  IT PROJECTS ABOUT 4 INCHES.
 CA1034'
 CA1034'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CA1034'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CA1034'
 CA1034'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CA1034'67 AND 283 IN THE N PART OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA1034'67 FOR 0.75 MILE TO THE INTERSECTION OF STATE HIGHWAY 279.
 CA1034'TURN RIGHT ON HIGHWAY 279 FOR 14.55 MILES TO A POINT WHERE
 CA1034'HIGHWAY 279 TURNS RIGHT AT A SIGN STATE PARK 5 MILES.  KEEP
 CA1034'STRAIGHT AHEAD AT ALL INTERSECTIONS FOR 4.7 MILES TO A GRADED
 CA1034'DIRT ROAD ON THE RIGHT 0.1 MILE AFTER PASSING A SMALL FILLING
 CA1034'STATION.  TURN RIGHT AND GO E FOR 2.3 MILES TO AZIMUTH MARK
 CA1034'ON THE RIGHT.  CONTINUE FOR 0.2 MILE TO A WIRE GATE ON THE
 CA1034'LEFT.  TURN LEFT THROUGH GATE AND GO 0.3 MILE TO MR. LEWIS
 CA1034'HOUSE, PASS THE HOUSE AND BEAR LEFT TO THE TOP OF HILL AND
 CA1034'STATION.
 CA1034'
 CA1034'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1173 ***********************************************************************
 DM1173  DESIGNATION -  LEWIS
 DM1173  PID         -  DM1173
 DM1173  STATE/COUNTY-  TX/BOWIE
 DM1173  USGS QUAD   -  BARKMAN (1975)
 DM1173
 DM1173                         *CURRENT SURVEY CONTROL
 DM1173  ___________________________________________________________________
 DM1173* NAD 83(1993)-  33 33 18.21606(N)    094 10 57.37820(W)     ADJUSTED  
 DM1173* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 DM1173  ___________________________________________________________________
 DM1173  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DM1173  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM1173
 DM1173  HORZ ORDER  -  SECOND
 DM1173
 DM1173.The horizontal coordinates were established by classical geodetic methods
 DM1173.and adjusted by the National Geodetic Survey in September 1999..
 DM1173
 DM1173.The orthometric height was scaled from a topographic map.
 DM1173
 DM1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1173
 DM1173.The geoid height was determined by GEOID03.
 DM1173
 DM1173;                    North         East     Units Scale Factor Converg.
 DM1173;SPC TXNC     - 2,217,643.749 1,000,780.673   MT  0.99991111   +2 21 16.9
 DM1173;SPC TXNC     - 7,275,719.53  3,283,394.59   sFT  0.99991111   +2 21 16.9
 DM1173;SPC AR S     -   500,694.680   197,340.112   MT  0.99995324   -1 13 17.7
 DM1173;SPC AR S     - 1,642,695.80    647,440.02   sFT  0.99995324   -1 13 17.7
 DM1173;UTM  15      - 3,713,449.976   390,219.823   MT  0.99974858   -0 39 13.5
 DM1173
 DM1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1173!SPC TXNC     -   0.99999058  x   0.99991111  =   0.99990169
 DM1173!SPC AR S     -   0.99999058  x   0.99995324  =   0.99994382
 DM1173!UTM  15      -   0.99999058  x   0.99974858  =   0.99973916
 DM1173
 DM1173                          SUPERSEDED SURVEY CONTROL
 DM1173
 DM1173  NAD 83(1993)-  33 33 18.22049(N)    094 10 57.37399(W) AD(       ) 2
 DM1173  NAD 83(1993)-  33 33 18.22061(N)    094 10 57.37278(W) AD(       ) 2
 DM1173  NAD 83(1986)-  33 33 18.21724(N)    094 10 57.36149(W) AD(       ) 2
 DM1173  NAD 27      -  33 33 17.77600(N)    094 10 56.65600(W) AD(       ) 2
 DM1173
 DM1173.Superseded values are not recommended for survey control.
 DM1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1173.See file dsdata.txt to determine how the superseded data were derived.
 DM1173
 DM1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9022013450(NAD 83)
 DM1173_MARKER: H = DRILL HOLE
 DM1173_SETTING: 0 = UNSPECIFIED SETTING
 DM1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1173
 DM1173  HISTORY     - Date     Condition        Report By
 DM1173  HISTORY     - 1952     MONUMENTED       USE
 DM1173  HISTORY     - 1968     GOOD             CGS
 DM1173
 DM1173                          STATION DESCRIPTION
 DM1173
 DM1173'DESCRIBED BY US ENGINEERS 1952 (DAJ)
 DM1173'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF TEXARKANA
 DM1173'AND 3/4 MILE SOUTHEAST OF RED LAKE.  IT IS A 4 INCH STEEL PIPE
 DM1173'FILLED WITH LEAD AND PROJECTS ABOUT 8 INCHES.  THERE IS A
 DM1173'NAILHEAD INDENTATION IN THE LEAD AT THE TOP OF THE MARK AND
 DM1173'THIS WAS THE POINT OBSERVED AND MEASURED TO.  IT IS 76 FEET
 DM1173'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE, 55 FEET
 DM1173'NORTHWEST OF A POWER POLE, 36 FEET EAST OF THE CENTER OF A
 DM1173'GRAVEL ROAD AND 28 FEET SOUTHWEST OF A LARGE PECAN TREE.
 DM1173'
 DM1173'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1173'RED LAKE TO P.B.M. LEWIS (USE) AND THE DISTANCE IS 96.087
 DM1173'METERS SOUTHWEST.  (315.25 FEET)
 DM1173'
 DM1173'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 DM1173'67 ABOUT 1 BLOCK NORTH OF THE POST OFFICE IN TEXARKANA, GO
 DM1173'WESTERLY ON U.S. HIGHWAY 67 FOR 0.3 MILE TO U.S. HIGHWAY 82,
 DM1173'TURN RIGHT AND GO NORTH AND THEN WEST ON HIGHWAY 82 FOR 1.45
 DM1173'MILES TO A TRAFFIC LIGHT AND FARM ROAD 559.  TURN RIGHT AND GO
 DM1173'NORTH ON THE FARM ROAD FOR 0.5 MILE TO A T INTERSECTION, JOG
 DM1173'LEFT AND FOLLOW THE FARM ROAD NORTH FOR 5.8 MILES TO WHERE
 DM1173'THE PAVEMENT ENDS, CONTINUE ON NORTH ON THE MAIN TRAVELED
 DM1173'GRAVEL ROAD FOR 5.45 MILES TO THE FIRST OF TWO WHITE FARM
 DM1173'HOUSES AND THE STATION ON THE RIGHT AS DESCRIBED.
 DM1173
 DM1173                          STATION RECOVERY (1968)
 DM1173
 DM1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DM1173'MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1650 ***********************************************************************
 FL1650  DESIGNATION -  LEWIS
 FL1650  PID         -  FL1650
 FL1650  STATE/COUNTY-  TX/HUTCHINSON
 FL1650  USGS QUAD   -  PHILLIPS (1978)
 FL1650
 FL1650                         *CURRENT SURVEY CONTROL
 FL1650  ___________________________________________________________________
 FL1650* NAD 83(1993)-  35 39 03.97431(N)    101 16 03.30453(W)     ADJUSTED  
 FL1650* NAVD 88     -       953.     (meters)    3127.     (feet)  SCALED    
 FL1650  ___________________________________________________________________
 FL1650  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FL1650  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 FL1650
 FL1650  HORZ ORDER  -  THIRD
 FL1650
 FL1650.The horizontal coordinates were established by classical geodetic methods
 FL1650.and adjusted by the National Geodetic Survey in February 1996..
 FL1650
 FL1650.The orthometric height was scaled from a topographic map.
 FL1650
 FL1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1650
 FL1650.The geoid height was determined by GEOID03.
 FL1650
 FL1650;                    North         East     Units Scale Factor Converg.
 FL1650;SPC TX N     - 1,183,193.597   221,045.623   MT  0.99991913   +0 08 04.9
 FL1650;SPC TX N     - 3,881,860.99    725,213.85   sFT  0.99991913   +0 08 04.9
 FL1650;UTM  14      - 3,947,620.325   294,714.257   MT  1.00011934   -1 19 19.6
 FL1650
 FL1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1650!SPC TX N     -   0.99985459  x   0.99991913  =   0.99977373
 FL1650!UTM  14      -   0.99985459  x   1.00011934  =   0.99997391
 FL1650
 FL1650:                Primary Azimuth Mark                     Grid Az
 FL1650:SPC TX N     -  PITCHER                                  100 33 56.3
 FL1650:UTM  14      -  PITCHER                                  102 01 20.8
 FL1650
 FL1650|---------------------------------------------------------------------|
 FL1650| PID    Reference Object                     Distance      Geod. Az  |
 FL1650|                                                           dddmmss.s |
 FL1650| FL1640 PITCHER                             APPROX. 4.4 KM 1004201.2 |
 FL1650|---------------------------------------------------------------------|
 FL1650
 FL1650                          SUPERSEDED SURVEY CONTROL
 FL1650
 FL1650  NAD 83(1993)-  35 39 03.97558(N)    101 16 03.30267(W) AD(       ) 3
 FL1650  NAD 83(1986)-  35 39 03.98128(N)    101 16 03.29388(W) AD(       ) 3
 FL1650  NAD 27      -  35 39 03.82548(N)    101 16 01.71582(W) AD(       ) 3
 FL1650
 FL1650.Superseded values are not recommended for survey control.
 FL1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1650.See file dsdata.txt to determine how the superseded data were derived.
 FL1650
 FL1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9471447620(NAD 83)
 FL1650_MARKER: DD = SURVEY DISK
 FL1650_SETTING: 0 = UNSPECIFIED SETTING
 FL1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1650
 FL1650  HISTORY     - Date     Condition        Report By
 FL1650  HISTORY     - 1952     MONUMENTED       USGS
 FL1650
 FL1650                          STATION DESCRIPTION
 FL1650
 FL1650'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1650'TO REACH FROM BORGER POST OFFICE, GO S. 2 BLOCKS TO THIRD STREET AND
 FL1650'STATE HIGHWAY 152.  TURN LEFT E., GO 5.9 MI. TO FARM RD. 280.  TURN
 FL1650'LEFT N. GO 1.2 MI. TO FARM RD. 1059. TURN RIGHT E., GO 0.8 MI. TO RD.
 FL1650'ON LEFT THROUGH CATTLE GUARD.  TURN LEFT N., GO 0.05 MI. TO RD. FORK.
 FL1650'TAKE RIGHT FORK OF OIL DERRICK 0.15 MI. W. TO TOP OF RIDGE. TURN RIGHT
 FL1650'N., GO 0.1 MI. ALONG RIDGE TO STATION.
 FL1650'
 FL1650'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED--LEWIS 1952--.
 FL1650'
 FL1650'REFERENCE MARK NO.1 - IRON PIPE IN CONCRETE BASE 13.50 FT. DISTANT,
 FL1650'N 03 DEG 20 MIN 53 SEC E.
 FL1650'
 FL1650'REFERENCE MARK NO.2 - 3/4 IN. IRON PIPE DRIVEN IN GROUND 81.00 FT.
 FL1650'DISTANT, S 73 DEG 43 MIN 35 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0969 ***********************************************************************
 EN0969  DESIGNATION -  LEWIS
 EN0969  PID         -  EN0969
 EN0969  STATE/COUNTY-  TX/DONLEY
 EN0969  USGS QUAD   -  LELIA LAKE (1982)
 EN0969
 EN0969                         *CURRENT SURVEY CONTROL
 EN0969  ___________________________________________________________________
 EN0969* NAD 83(1993)-  34 57 27.03473(N)    100 46 36.81808(W)     ADJUSTED  
 EN0969* NAVD 88     -       820.74   (+/-2cm)    2692.7    (feet)  VERTCON   
 EN0969  ___________________________________________________________________
 EN0969  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 EN0969  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EN0969
 EN0969  HORZ ORDER  -  THIRD
 EN0969  VERT ORDER  -  THIRD ? (See Below)
 EN0969
 EN0969.The horizontal coordinates were established by classical geodetic methods
 EN0969.and adjusted by the National Geodetic Survey in February 1996..
 EN0969
 EN0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0969.The vertical order pertains to the NGVD 29 superseded value.
 EN0969
 EN0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0969
 EN0969.The geoid height was determined by GEOID03.
 EN0969
 EN0969;                    North         East     Units Scale Factor Converg.
 EN0969;SPC TX N     - 1,106,464.987   266,040.780   MT  0.99994295   +0 25 08.6
 EN0969;SPC TX N     - 3,630,127.21    872,835.46   sFT  0.99994295   +0 25 08.6
 EN0969;UTM  14      - 3,869,772.756   337,762.710   MT  0.99992440   -1 01 06.0
 EN0969
 EN0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0969!SPC TX N     -   0.99987542  x   0.99994295  =   0.99981838
 EN0969!UTM  14      -   0.99987542  x   0.99992440  =   0.99979983
 EN0969
 EN0969                          SUPERSEDED SURVEY CONTROL
 EN0969
 EN0969  NAD 83(1993)-  34 57 27.03622(N)    100 46 36.81708(W) AD(       ) 3
 EN0969  NAD 83(1986)-  34 57 27.03885(N)    100 46 36.80809(W) AD(       ) 3
 EN0969  NGVD 29 (01/19/93)  820.36   (m)         2691.5    (f) LEVELING    3  
 EN0969
 EN0969.Superseded values are not recommended for survey control.
 EN0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0969.See file dsdata.txt to determine how the superseded data were derived.
 EN0969
 EN0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3776369773(NAD 83)
 EN0969_MARKER: DD = SURVEY DISK
 EN0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0969+STABILITY: SURFACE MOTION
 EN0969
 EN0969  HISTORY     - Date     Condition        Report By
 EN0969  HISTORY     - 1958     MONUMENTED       USGS
 EN0969
 EN0969                          STATION DESCRIPTION
 EN0969
 EN0969'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 EN0969'STATION LOCATED 3.8 MI. N. OF LELIA LAKE POST OFFICE, ON TOP OF A
 EN0969'SANDY HILL, 218 FT. E. CENTERLINE N-S. GRADED RD. AT T-FENCE W., 180
 EN0969'FT. E. OF FENCE.
 EN0969'
 EN0969'TO REACH STATION FROM LELIA LAKE POST OFFICE, PROCEED W. ON U.S.
 EN0969'HIGHWAY 287 0.3 MI., THENCE N. ALONG FARM ROAD 1755 3.8 MI. TO
 EN0969'T-FENCE LINE W. AND STATION E. OF RD.
 EN0969'
 EN0969'STATION MARK--STANDARD TABLET SET IN CONCRETE POST AND PROJECTING
 EN0969'0.3 FT., STAMPED---LEWIS ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1001 ***********************************************************************
 CD1001  DESIGNATION -  LEWIS SECONDARY
 CD1001  PID         -  CD1001
 CD1001  STATE/COUNTY-  TX/HUDSPETH
 CD1001  USGS QUAD   -  PX FLAT (1973)
 CD1001
 CD1001                         *CURRENT SURVEY CONTROL
 CD1001  ___________________________________________________________________
 CD1001* NAD 83(1993)-  31 52 59.02614(N)    104 58 37.84757(W)     ADJUSTED  
 CD1001* NAVD 88     -      1126.     (meters)    3694.     (feet)  SCALED    
 CD1001  ___________________________________________________________________
 CD1001  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CD1001  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD1001
 CD1001  HORZ ORDER  -  THIRD
 CD1001
 CD1001.The horizontal coordinates were established by classical geodetic methods
 CD1001.and adjusted by the National Geodetic Survey in February 1996..
 CD1001
 CD1001.The orthometric height was scaled from a topographic map.
 CD1001
 CD1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1001
 CD1001.The geoid height was determined by GEOID03.
 CD1001
 CD1001;                    North         East     Units Scale Factor Converg.
 CD1001;SPC TX C     - 3,254,879.834   260,759.974   MT  0.99999993   -2 23 30.7
 CD1001;SPC TX C     -10,678,718.26    855,510.01   sFT  0.99999993   -2 23 30.7
 CD1001;UTM  13      - 3,527,474.435   502,158.213   MT  0.99960006   +0 00 43.4
 CD1001
 CD1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1001!SPC TX C     -   0.99982688  x   0.99999993  =   0.99982681
 CD1001!UTM  13      -   0.99982688  x   0.99960006  =   0.99942701
 CD1001
 CD1001:                Primary Azimuth Mark                     Grid Az
 CD1001:SPC TX C     -  BUSH                                     063 01 55.5
 CD1001:UTM  13      -  BUSH                                     060 37 41.4
 CD1001
 CD1001|---------------------------------------------------------------------|
 CD1001| PID    Reference Object                     Distance      Geod. Az  |
 CD1001|                                                           dddmmss.s |
 CD1001| CD1000 BUSH                                APPROX.10.5 KM 0603824.8 |
 CD1001|---------------------------------------------------------------------|
 CD1001
 CD1001                          SUPERSEDED SURVEY CONTROL
 CD1001
 CD1001  NAD 83(1993)-  31 52 59.02622(N)    104 58 37.84686(W) AD(       ) 3
 CD1001  NAD 83(1986)-  31 52 59.02720(N)    104 58 37.84616(W) AD(       ) 3
 CD1001  NAD 27      -  31 52 58.61954(N)    104 58 36.02970(W) AD(       ) 3
 CD1001
 CD1001.Superseded values are not recommended for survey control.
 CD1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1001.See file dsdata.txt to determine how the superseded data were derived.
 CD1001
 CD1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER0215827474(NAD 83)
 CD1001_MARKER: Z = SEE DESCRIPTION
 CD1001_SETTING: 0 = UNSPECIFIED SETTING
 CD1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1001
 CD1001  HISTORY     - Date     Condition        Report By
 CD1001  HISTORY     - 1932     MONUMENTED       USGS
 CD1001
 CD1001                          STATION DESCRIPTION
 CD1001
 CD1001'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CD1001'THE STATION IS THE OLD WINDMILL AT THE LEWIS WELL AND TANK IN SALT
 CD1001'BASIN, ABOUT 9.0 MI. N. OF INTERSECTION OF THE CARLSBAD - EL PASO
 CD1001'HIGHWAY AND THE RD. TO ABLES, AND ABOUT 5.0 MI. W. OF SIGNAL PEAK,
 CD1001'IN THE GUADALUPE MOUNTAINS.  A RANCH RD. LEADS FROM THE OLD SCOTT
 CD1001'ABLES PLACE, ABOUT 3.0 MI. N. OF ABLES POST OFFICE, WHICH IS
 CD1001'SITUATED ABOUT 3.0 MI. N. OF THE AFORESAID RD. INTERSECTION.
 CD1001'AUTOMOBILES MAY BE DRIVEN TO STATION.
 CD1001'
 CD1001'STATION MARK--THE CENTER OF THE CASING PIPE OF THE WELL.
 CD1001'
 CD1001'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1018 ***********************************************************************
 CU1018  DESIGNATION -  LEWIS USGS 1968
 CU1018  PID         -  CU1018
 CU1018  STATE/COUNTY-  TX/SCURRY
 CU1018  USGS QUAD   -  DUNN (1979)
 CU1018
 CU1018                         *CURRENT SURVEY CONTROL
 CU1018  ___________________________________________________________________
 CU1018* NAD 83(1993)-  32 36 28.43975(N)    100 52 36.94385(W)     ADJUSTED  
 CU1018* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 CU1018  ___________________________________________________________________
 CU1018  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 CU1018  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CU1018
 CU1018  HORZ ORDER  -  SECOND
 CU1018
 CU1018.The horizontal coordinates were established by classical geodetic methods
 CU1018.and adjusted by the National Geodetic Survey in February 1996..
 CU1018
 CU1018.The orthometric height was scaled from a topographic map.
 CU1018
 CU1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1018
 CU1018.The geoid height was determined by GEOID03.
 CU1018
 CU1018;                    North         East     Units Scale Factor Converg.
 CU1018;SPC TXNC     - 2,106,897.327   376,931.843   MT  0.99990242   -1 17 46.9
 CU1018;SPC TXNC     - 6,912,378.98  1,236,650.55   sFT  0.99990242   -1 17 46.9
 CU1018;UTM  14      - 3,609,374.932   323,880.392   MT  0.99998249   -1 00 42.2
 CU1018
 CU1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1018!SPC TXNC     -   0.99989364  x   0.99990242  =   0.99979607
 CU1018!UTM  14      -   0.99989364  x   0.99998249  =   0.99987613
 CU1018
 CU1018:                Primary Azimuth Mark                     Grid Az
 CU1018:SPC TXNC     -  DONALDSON                                319 22 21.8
 CU1018:UTM  14      -  DONALDSON                                319 05 17.1
 CU1018
 CU1018|---------------------------------------------------------------------|
 CU1018| PID    Reference Object                     Distance      Geod. Az  |
 CU1018|                                                           dddmmss.s |
 CU1018| CU1030 DONALDSON                           APPROX. 6.8 KM 3180434.9 |
 CU1018|---------------------------------------------------------------------|
 CU1018
 CU1018                          SUPERSEDED SURVEY CONTROL
 CU1018
 CU1018  NAD 83(1986)-  32 36 28.44491(N)    100 52 36.93488(W) AD(       ) 2
 CU1018  NAD 27      -  32 36 28.04168(N)    100 52 35.51559(W) AD(       ) 2
 CU1018
 CU1018.Superseded values are not recommended for survey control.
 CU1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1018.See file dsdata.txt to determine how the superseded data were derived.
 CU1018
 CU1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2388009375(NAD 83)
 CU1018_MARKER: DD = SURVEY DISK
 CU1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1018
 CU1018  HISTORY     - Date     Condition        Report By
 CU1018  HISTORY     - 1949     MONUMENTED       USGS
 CU1018  HISTORY     - 1968     GOOD             USGS
 CU1018
 CU1018                          STATION DESCRIPTION
 CU1018
 CU1018'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 CU1018'DUNN, 3.0 MI. N. AND 0.5 MI. E. OF, ON LAND OWNED AND OCCUPIED BY
 CU1018'MR. J. E. LEWIS.  TO REACH FROM POST OFFICE AT DUNN, GO N. ALONG
 CU1018'STATE HIGHWAY 101 3.0 MI. TO T-DRIVE E. TO MR. LEWIS HOUSE, GO E.
 CU1018'TO HOUSE AND FOLLOW TRAIL THROUGH BARNYARD INTO PASTURE.  GO CROSS
 CU1018'COUNTRY 0.4 MI. E. TO TOP OF HILL AND STATION.  STATION IS 29.4 FT.
 CU1018'W. OF N-S. FENCE AND 100 FT. N. OF BREAK ON S. SIDE OF HILL.
 CU1018'
 CU1018'STATION MARK--STANDARD TABLET IN CONCRETE POST, STAMPED ---LEWIS
 CU1018'1949--- AND PROJECTS 3 IN. ABOVE GROUND.
 CU1018'
 CU1018'REFERENCE MARK NO. 1--STANDARD TABLET, 341.21 FT. NNE. OF STATION, 1
 CU1018'FT. W. OF N-S. FENCE IN CONCRETE POST, STAMPED ---LEWIS NO. 1 1949---.
 CU1018'
 CU1018'REFERENCE MARK NO. 2--STANDARD TABLET, 261.41 FT. NNE. OF STATION, 1
 CU1018'FT. W. OF STATION, IN CONCRETE POST, STAMPED ---LEWIS NO. 2 1949---.
 CU1018
 CU1018                          STATION RECOVERY (1968)
 CU1018
 CU1018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (CAA)
 CU1018'STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF SNYDER, 7 MILES
 CU1018'WEST-SOUTHWEST OF HERMLEIGH AND 3/4 MILE EAST OF STATE HIGHWAY 208.
 CU1018'
 CU1018'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 84, 180 AND STATE
 CU1018'HIGHWAY 208 AT THE EAST EDGE OF SNYDER, GO SOUTH ON STATE HIGHWAY
 CU1018'208 FOR 3.8 MILES TO A SIDE ROAD LEFT, CONTINUE FOR 2.7 MILES TO A
 CU1018'BOARD GATE ON LEFT, TURN LEFT PASS THROUGH GATE AND GO 0.1 MILE TO
 CU1018'GATE, PASS THROUGH GATE, GO AROUND SOUTH SIDE OF CORRAL FOR 0.1
 CU1018'MILE TO FORK, KEEP RIGHT FOR 0.25 MILE TO CROSSROAD, TURN RIGHT
 CU1018'AND FOLLOW TRACK FOR 0.1 MILE THENCE BEAR LEFT TO FENCE AND
 CU1018'STATION.
 CU1018'
 CU1018'STATION IS MARKED BY A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 CU1018'STAMPED LEWIS 1947, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 CU1018'PROJECTS 6 INCHES.  THE MARK IS 32 FEET WEST OF FENCE.
 CU1018'
 CU1018'TRAVERSE CONNECTION MADE TO TRIANGULATION STATION FENTON, DISTANCE
 CU1018'BEING 14.380 METERS OR 47.18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1172 ***********************************************************************
 DN1172  DESIGNATION -  LEWISVILLE
 DN1172  PID         -  DN1172
 DN1172  STATE/COUNTY-  TX/DENTON
 DN1172  USGS QUAD   -  LEWISVILLE EAST (1981)
 DN1172
 DN1172                         *CURRENT SURVEY CONTROL
 DN1172  ___________________________________________________________________
 DN1172* NAD 83(1993)-  33 02 50.95538(N)    096 59 46.69659(W)     ADJUSTED  
 DN1172* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 DN1172  ___________________________________________________________________
 DN1172  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 DN1172  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DN1172
 DN1172  HORZ ORDER  -  FIRST
 DN1172
 DN1172.The horizontal coordinates were established by classical geodetic methods
 DN1172.and adjusted by the National Geodetic Survey in February 1996..
 DN1172
 DN1172.The orthometric height was scaled from a topographic map.
 DN1172
 DN1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1172
 DN1172.The geoid height was determined by GEOID03.
 DN1172
 DN1172;                    North         East     Units Scale Factor Converg.
 DN1172;SPC TXNC     - 2,154,123.861   740,427.156   MT  0.99987263   +0 49 12.4
 DN1172;SPC TXNC     - 7,067,321.37  2,429,218.09   sFT  0.99987263   +0 49 12.4
 DN1172;UTM  14      - 3,658,335.895   687,092.116   MT  1.00003160   +1 05 34.8
 DN1172
 DN1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1172!SPC TXNC     -   0.99997894  x   0.99987263  =   0.99985158
 DN1172!UTM  14      -   0.99997894  x   1.00003160  =   1.00001054
 DN1172
 DN1172|---------------------------------------------------------------------|
 DN1172| PID    Reference Object                     Distance      Geod. Az  |
 DN1172|                                                           dddmmss.s |
 DN1172| CY1491 LEWISVILLE RM 1                      33.040 METERS 05023     |
 DN1172| DN1170 LEWISVILLE MUNICIPAL TANK            58.748 METERS 07820     |
 DN1172| CY1492 LEWISVILLE RM 2                      26.023 METERS 33321     |
 DN1172| CY1490 LEWISVILLE AZ MK                                   3531736.3 |
 DN1172|---------------------------------------------------------------------|
 DN1172
 DN1172                          SUPERSEDED SURVEY CONTROL
 DN1172
 DN1172  NAD 83(1993)-  33 02 50.95775(N)    096 59 46.68466(W) AD(       ) 1
 DN1172  NAD 83(1986)-  33 02 50.96075(N)    096 59 46.68153(W) AD(       ) 1
 DN1172  NAD 27      -  33 02 50.52300(N)    096 59 45.65300(W) AD(       ) 1
 DN1172
 DN1172.Superseded values are not recommended for survey control.
 DN1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1172.See file dsdata.txt to determine how the superseded data were derived.
 DN1172
 DN1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8709258336(NAD 83)
 DN1172_MARKER: DS = TRIANGULATION STATION DISK
 DN1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1172
 DN1172  HISTORY     - Date     Condition        Report By
 DN1172  HISTORY     - 1947     MONUMENTED       CGS
 DN1172  HISTORY     - 1956     GOOD             CGS
 DN1172  HISTORY     - 1958     SEE DESCRIPTION  USGS
 DN1172  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DN1172  HISTORY     - 1966     SEE DESCRIPTION  CGS
 DN1172  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 DN1172
 DN1172                          STATION DESCRIPTION
 DN1172
 DN1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1172'THE STATION IS LOCATED IN THE TOWN OF LEWISVILLE, ON PROPERTY
 DN1172'OWNED BY THE CITY.  IT IS 89 FEET WEST OF THE SOUTHWEST CORNER
 DN1172'OF THE COMMUNITY HALL BUILDING, 61 FEET EAST OF THE CENTERLINE
 DN1172'OF A NORTH-SOUTH STREET, AND 89.4 FEET SOUTHWEST OF A WITNESS
 DN1172'POST.  THE MARK IS STAMPED LEWISVILLE 1947 AND IS SET FLUSH
 DN1172'WITH THE GROUND.
 DN1172'
 DN1172'REFERENCE MARK NO. 1 IS 108.40 FEET NORTHEAST OF THE STATION,
 DN1172'5 FEET WEST OF THE COMMUNITY HALL BUILDING, AND 15 FEET
 DN1172'SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.  THE MARK
 DN1172'IS STAMPED LEWISVILLE NO 1 1947 AND PROJECTS 2 INCHES.
 DN1172'
 DN1172'REFERENCE MARK NO. 2 IS 85.38 FEET NORTHWEST OF THE STATION,
 DN1172'4 FEET SOUTH OF A WITNESS POST, 9 FEET SOUTH OF A POWER POLE,
 DN1172'AND 23 FEET EAST OF THE CENTERLINE OF THE STREET.  THE MARK
 DN1172'IS STAMPED LEWISVILLE NO 2 1947 AND PROJECTS 2 INCHES.
 DN1172'
 DN1172'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTH OF THE STATION,
 DN1172'8 FEET NORTH OF A TELEPHONE POLE, 8 FEET NORTH OF A FIRE
 DN1172'HYDRANT, AND 34 FEET NORTHWEST OF THE INTERSECTION OF TWO
 DN1172'STREETS.  THE MARK IS STAMPED LEWISVILLE 1947 AND IS SET
 DN1172'FLUSH WITH THE GROUND.
 DN1172'
 DN1172'TO REACH THE STATION FROM THE STOP LIGHT IN LEWISVILLE, GO
 DN1172'NORTH ON U.S. HIGHWAY 77 FOR 1 BLOCK.  HERE TURN LEFT AND GO
 DN1172'WEST FOR 1-1/2 BLOCKS TO THE COMMUNITY HALL ON THE RIGHT
 DN1172'AND THE STATION AS DESCRIBED.
 DN1172'
 DN1172'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A DIRT
 DN1172'STREET FOR 2 BLOCKS AND THE MARK IN THE NORTHWEST CORNER OF
 DN1172'THE INTERSECTION AS DESCRIBED.
 DN1172'
 DN1172'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DN1172
 DN1172                          STATION RECOVERY (1956)
 DN1172
 DN1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DN1172'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN1172'DESCRIBED.
 DN1172
 DN1172                          STATION RECOVERY (1958)
 DN1172
 DN1172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1172'STATION IS APPARENTLY UNDER CONCRETE WALK AT NEW POST OFFICE.
 DN1172'
 DN1172'REFERENCE MARK 1 WAS DUG FOR BUT NOT FOUND.
 DN1172'
 DN1172'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION BUT IS NOW
 DN1172'IN PARKING STRIP ALONG E SIDE OF STREET.
 DN1172'
 DN1172'AZIMUTH MARK WAS NOT SEARCHED FOR.
 DN1172
 DN1172                          STATION RECOVERY (1960)
 DN1172
 DN1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1172'NEW POST OFFICE AND CITY HALL HAVE BEEN BUILT ON TOP OF THE
 DN1172'STATION.  REFERENCE MARK NO. 1 APPARENTLY HAS BEEN REMOVED
 DN1172'ALSO.  REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION AS
 DN1172'DESCRIBED.
 DN1172
 DN1172                          STATION RECOVERY (1966)
 DN1172
 DN1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DN1172'THE STATION MARK MAY STILL BE IN PLACE BUT CAN NOT BE USED.
 DN1172'MEASUREMENTS AS DESCRIBED IN THE ORIGINAL DESCRIPTION FROM
 DN1172'REFERENCE POINTS PUT THE MARK UNDER THE CONCRETE FLOOR OF
 DN1172'THE POST OFFICE BUILDING IN LEWISVILLE.  REFERENCE MARK NO.
 DN1172'1 WAS NOT FOUND.  IT MAY HAVE BEEN DESTROYED WHEN THE COMMUNITY
 DN1172'HALL BUILDING WAS TORN DOWN AND AREA MADE A PARKING LOT.
 DN1172'REFERENCE MARK NO. 2 IS IN THE ROAD BED OF STREET.  IT WAS
 DN1172'REPORTED BY A CITY OFFICIAL STREET IMPROVEMENTS IN THE FUTURE
 DN1172'WILL DESTROY MARK.  AZIMUTH MARK WAS RECOVERED IN GOOD
 DN1172'CONDITION.  IT IS 34 FEET NORTHWEST FROM THE INTERSECTION OF WEST
 DN1172'COLLEGE AND NORTH CHARLES STREETS.
 DN1172'
 DN1172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEWISVILLE
 DN1172
 DN1172                          STATION RECOVERY (1995)
 DN1172
 DN1172'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1170 ***********************************************************************
 DN1170  DESIGNATION -  LEWISVILLE MUNICIPAL TANK
 DN1170  PID         -  DN1170
 DN1170  STATE/COUNTY-  TX/DENTON
 DN1170  USGS QUAD   -  LEWISVILLE EAST (1981)
 DN1170
 DN1170                         *CURRENT SURVEY CONTROL
 DN1170  ___________________________________________________________________
 DN1170* NAD 83(1993)-  33 02 51.34123(N)    096 59 44.47914(W)     ADJUSTED  
 DN1170* NAVD 88     -                                                        
 DN1170  ___________________________________________________________________
 DN1170  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 DN1170  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DN1170
 DN1170  HORZ ORDER  -  THIRD
 DN1170
 DN1170.The horizontal coordinates were established by classical geodetic methods
 DN1170.and adjusted by the National Geodetic Survey in February 1996..
 DN1170
 DN1170
 DN1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1170
 DN1170.The geoid height was determined by GEOID03.
 DN1170
 DN1170;                    North         East     Units Scale Factor Converg.
 DN1170;SPC TXNC     - 2,154,136.569   740,484.505   MT  0.99987263   +0 49 13.6
 DN1170;SPC TXNC     - 7,067,363.06  2,429,406.25   sFT  0.99987263   +0 49 13.6
 DN1170;UTM  14      - 3,658,348.878   687,149.413   MT  1.00003187   +1 05 36.0
 DN1170
 DN1170                          SUPERSEDED SURVEY CONTROL
 DN1170
 DN1170  NAD 83(1993)-  33 02 51.34360(N)    096 59 44.46770(W) AD(       ) 4
 DN1170  NAD 83(1986)-  33 02 51.34607(N)    096 59 44.46418(W) AD(       ) 4
 DN1170  NAD 27      -  33 02 50.90900(N)    096 59 43.43600(W) AD(       ) 3
 DN1170
 DN1170.Superseded values are not recommended for survey control.
 DN1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1170.See file dsdata.txt to determine how the superseded data were derived.
 DN1170
 DN1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8714958349(NAD 83)
 DN1170_MARKER: 53 = ELEVATED TANK
 DN1170
 DN1170  HISTORY     - Date     Condition        Report By
 DN1170  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1170  HISTORY     - 1947     GOOD             CGS
 DN1170  HISTORY     - 1955     GOOD             TXHD
 DN1170  HISTORY     - 1960     GOOD             CGS
 DN1170  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 DN1170
 DN1170                          STATION DESCRIPTION
 DN1170
 DN1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1170'THIS INTERSECTION STATION IS THE TALL MUNICIPAL TANK IN
 DN1170'THE VILLAGE OF LEWISVILLE, TEXAS.  IT IS ABOUT 190 FEET S
 DN1170'OF THE CENTER LINE OF WALTERS STREET, ABOUT 70 FEET W OF THE
 DN1170'CENTER LINE OF PONDER STREET, ABOUT 35 FEET NW OF THE NW
 DN1170'CORNER OF THE MUNICIPAL PUMP HOUSE.  THE TANK WAS ERECTED
 DN1170'IN 1927 AND IS VERY PROMINENT.  THE TANK HAS FOUR BLACK
 DN1170'TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE OVAL SECTION EXTENDS
 DN1170'DOWNWARD ABOUT 15 FEET.  THE SILVER VERTICAL SECTION IS
 DN1170'ABOUT 35 FEET HIGH, AND HAS A CATWALK AND RAIL AROUND ITS
 DN1170'BASE.  THE FLAT CONICAL TOP HAS A BALL AND LIGHT AT ITS
 DN1170'APEX.  THE TOTAL HEIGHT IS ABOUT 160 FEET.
 DN1170
 DN1170                          STATION RECOVERY (1947)
 DN1170
 DN1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1170'DETAILED DESCRIPTION--THE STATION IS LOCATED ABOUT 300 FEET
 DN1170'NORTH OF THE LEWISVILLE POST OFFICE, ABOUT 50 FEET NORTH OF
 DN1170'A STREET AND ABOUT 30 FEET EAST OF THE COMMUNITY HALL.  IT
 DN1170'IS A SILVER PAINTED, 4 LEGGED, STEEL TANK ABOUT 125 FEET HIGH.
 DN1170'THE NAME LEWISVILLE IS PAINTED ON THE TANK IN LARGE BLACK
 DN1170'LETTERS.
 DN1170'
 DN1170'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 DN1170'
 DN1170'TO REACH FROM THE LEWISVILLE POST OFFICE GO NORTH ON STREET
 DN1170'JUST EAST OF THE FIRST NATIONAL BANK BUILDING IN WHICH THE
 DN1170'POST OFFICE IS LOCATED.  AT NEXT CORNER NORTH TURN LEFT AND
 DN1170'GO WEST 200 FEET TO STATION ON RIGHT.
 DN1170
 DN1170                          STATION RECOVERY (1955)
 DN1170
 DN1170'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 DN1170'INQUIRY MADE AND IT WAS DETERMINED THAT THIS WAS THE SAME
 DN1170'TANK THAT WAS ORININGALLY CUT IN.
 DN1170
 DN1170                          STATION RECOVERY (1960)
 DN1170
 DN1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1170'STATION WAS RECOVERED IN GOOD CONDITION.  THE TANK IS DIRECTLY
 DN1170'EAST OF NEW POST OFFICE.  POST OFFICE IS ON WEST SIDE OF BLOCK.
 DN1170'TANK IS ON THE EAST SIDE.
 DN1170
 DN1170                          STATION RECOVERY (1995)
 DN1170
 DN1170'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4663 ***********************************************************************
 DH4663  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4663  DESIGNATION -  LEXINGTON
 DH4663  PID         -  DH4663
 DH4663  STATE/COUNTY-  TX/SAN PATRICIO
 DH4663  USGS QUAD   -  CORPUS CHRISTI (1975)
 DH4663
 DH4663                         *CURRENT SURVEY CONTROL
 DH4663  ___________________________________________________________________
 DH4663* NAD 83(1993)-  27 48 48.22897(N)    097 23 38.73719(W)     ADJUSTED  
 DH4663* NAVD 88     -         2.42   (meters)       7.9    (feet)  GPS OBS   
 DH4663  ___________________________________________________________________
 DH4663  X           -    -726,522.592 (meters)                     COMP
 DH4663  Y           -  -5,598,432.526 (meters)                     COMP
 DH4663  Z           -   2,958,219.815 (meters)                     COMP
 DH4663  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DH4663  ELLIP HEIGHT-         -24.09  (meters)          (07/05/05) GPS OBS
 DH4663  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DH4663
 DH4663  HORZ ORDER  -  FIRST
 DH4663  ELLP ORDER  -  FOURTH    CLASS I
 DH4663
 DH4663.The horizontal coordinates were established by GPS observations
 DH4663.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 DH4663
 DH4663.The orthometric height was determined by GPS observations and a
 DH4663.high-resolution geoid model using precise GPS observation and
 DH4663.processing techniques.
 DH4663
 DH4663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4663
 DH4663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4663
 DH4663.The ellipsoidal height was determined by GPS observations
 DH4663.and is referenced to NAD 83.
 DH4663
 DH4663.The geoid height was determined by GEOID03.
 DH4663
 DH4663;                    North         East     Units Scale Factor Converg.
 DH4663;SPC TX S     - 5,238,325.357   408,963.885   MT  0.99999501   +0 30 07.5
 DH4663;SPC TX S     -17,186,072.44  1,341,742.35   sFT  0.99999501   +0 30 07.5
 DH4663;UTM  14      - 3,077,566.174   658,179.703   MT  0.99990884   +0 44 58.1
 DH4663
 DH4663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4663!SPC TX S     -   1.00000378  x   0.99999501  =   0.99999879
 DH4663!UTM  14      -   1.00000378  x   0.99990884  =   0.99991262
 DH4663
 DH4663|---------------------------------------------------------------------|
 DH4663| PID    Reference Object                     Distance      Geod. Az  |
 DH4663|                                                           dddmmss.s |
 DH4663| AH0099 Z 178                               249.156 METERS 17852     |
 DH4663|---------------------------------------------------------------------|
 DH4663
 DH4663                          SUPERSEDED SURVEY CONTROL
 DH4663
 DH4663.No superseded survey control is available for this station.
 DH4663
 DH4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5818077566(NAD 83)
 DH4663_MARKER: DV = VERTICAL CONTROL DISK
 DH4663_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DH4663_STAMPING: LEXINGTON 2005
 DH4663_PROJECTION: FLUSH
 DH4663_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH4663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4663+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 DH4663_ROD/PIPE-DEPTH: 17   meters
 DH4663_SLEEVE-DEPTH  : 1 meters
 DH4663
 DH4663  HISTORY     - Date     Condition        Report By
 DH4663  HISTORY     - 20050216 MONUMENTED       CCTI
 DH4663
 DH4663                          STATION DESCRIPTION
 DH4663
 DH4663'DESCRIBED BY C AND C TECHNOLOGIES INCORPORATED 2005 (JEW)
 DH4663'DESCRIBED BY C AND C TECHNOLOGIES, INC 2005 (JEW) FROM THE
 DH4663'INTERSECTION OF FM 2986 /  WILDCAT DR. AND US HWY. 181/TEXAS STATE HWY
 DH4663'35 IN PORTLAND TX TRAVEL SOUTH ON HWY  181/35 9.0 KM (5.6 MILES) TO
 DH4663'THE BURLESON ST. EXIT.  CONTINUE ON THE EXIT 0.3 KM (0.2 MILES) TO
 DH4663'BURLESON ST. TURN LEFT AND TRAVEL 0.16 KM (0.1 MILES) TO THE
 DH4663'INTERSECTION OF BURLESON ST.  AND EAST SURFSIDE BLVD. TURN RIGHT AND
 DH4663'TRAVEL ALONG SURFSIDE BLVD. PASSING THE TEXAS  STATE AQUARIUM
 DH4663'ENTERANCE TO THE END OF THE BLVD. AND THE MONUMENT ON THE LEFT NEAR
 DH4663'THE CORPUS CHRISTI SHIP CHANNEL.  10.03 M (32.9 FT) SE TO THE T
 DH4663'INTERSECTION OF A 4 AND 6 FOOT  TALL CHAIN LINK FENCE, 9.20 M (30.2
 DH4663'FT) TO A LIGHT FOR RESTRICTED AREA SIGN, APPROXIMATLY 9.1  M (30 FT)
 DH4663'TO THE EDGE OF THE CORPUS CHRISTI SHIP CHANNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0861 ***********************************************************************
 BM0861  DESIGNATION -  LEXINGTON ATT MICROWAVE KKK 35
 BM0861  PID         -  BM0861
 BM0861  STATE/COUNTY-  TX/LEE
 BM0861  USGS QUAD   -  LEXINGTON (1982)
 BM0861
 BM0861                         *CURRENT SURVEY CONTROL
 BM0861  ___________________________________________________________________
 BM0861* NAD 83(1993)-  30 25 05.11763(N)    097 02 04.96936(W)     ADJUSTED  
 BM0861* NAVD 88     -                                                        
 BM0861  ___________________________________________________________________
 BM0861  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 BM0861  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0861
 BM0861  HORZ ORDER  -  THIRD
 BM0861
 BM0861.The horizontal coordinates were established by classical geodetic methods
 BM0861.and adjusted by the National Geodetic Survey in February 1996..
 BM0861
 BM0861
 BM0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0861
 BM0861.The geoid height was determined by GEOID03.
 BM0861
 BM0861;                    North         East     Units Scale Factor Converg.
 BM0861;SPC TX C     - 3,087,998.034 1,016,861.351   MT  0.99993320   +1 41 56.3
 BM0861;SPC TX C     -10,131,206.88  3,336,152.62   sFT  0.99993320   +1 41 56.3
 BM0861;UTM  14      - 3,366,753.913   688,765.913   MT  1.00003960   +0 59 43.2
 BM0861
 BM0861                          SUPERSEDED SURVEY CONTROL
 BM0861
 BM0861  NAD 83(1986)-  30 25 05.13724(N)    097 02 04.95164(W) AD(       ) 4
 BM0861  NAD 27      -  30 25 04.38658(N)    097 02 04.00312(W) AD(       ) 3
 BM0861
 BM0861.Superseded values are not recommended for survey control.
 BM0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0861.See file dsdata.txt to determine how the superseded data were derived.
 BM0861
 BM0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU8876666754(NAD 83)
 BM0861_MARKER: 45 = MICROWAVE TOWER
 BM0861
 BM0861  HISTORY     - Date     Condition        Report By
 BM0861  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM0861
 BM0861                          STATION DESCRIPTION
 BM0861
 BM0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0861'THE RED LIGHT AT THE TOP OF THE AMERICAN TELEPHONE AND TELEGRAPH
 BM0861'COMPANY MICROWAVE TOWER KKK 35, LOCATED 1.3 MILES WEST OF
 BM0861'LEXINGTON, 0.3 MILE WEST OF THE JUNCTION OF FARM ROADS 696 AND
 BM0861'212 AND 0.2 MILE NORTH OF FARM ROAD 212.  IT IS A STRUCTURAL
 BM0861'STEEL TOWER, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND HAS
 BM0861'FOUR HORNS AT THE TOP CORNERS OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0860 ***********************************************************************
 BM0860  DESIGNATION -  LEXINGTON MUNICIPAL TANK
 BM0860  PID         -  BM0860
 BM0860  STATE/COUNTY-  TX/LEE
 BM0860  USGS QUAD   -  LEXINGTON (1982)
 BM0860
 BM0860                         *CURRENT SURVEY CONTROL
 BM0860  ___________________________________________________________________
 BM0860* NAD 83(1993)-  30 24 54.47755(N)    097 00 37.31460(W)     ADJUSTED  
 BM0860* NAVD 88     -                                                        
 BM0860  ___________________________________________________________________
 BM0860  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 BM0860  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BM0860
 BM0860  HORZ ORDER  -  THIRD
 BM0860
 BM0860.The horizontal coordinates were established by classical geodetic methods
 BM0860.and adjusted by the National Geodetic Survey in February 1996..
 BM0860
 BM0860
 BM0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0860
 BM0860.The geoid height was determined by GEOID03.
 BM0860
 BM0860;                    North         East     Units Scale Factor Converg.
 BM0860;SPC TX C     - 3,087,740.158 1,019,209.334   MT  0.99993372   +1 42 41.5
 BM0860;SPC TX C     -10,130,360.84  3,343,855.96   sFT  0.99993372   +1 42 41.5
 BM0860;UTM  14      - 3,366,467.184   691,110.814   MT  1.00005059   +1 00 27.3
 BM0860
 BM0860                          SUPERSEDED SURVEY CONTROL
 BM0860
 BM0860  NAD 83(1986)-  30 24 54.49655(N)    097 00 37.29646(W) AD(       ) 4
 BM0860  NAD 27      -  30 24 53.74600(N)    097 00 36.35100(W) AD(       ) 3
 BM0860
 BM0860.Superseded values are not recommended for survey control.
 BM0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0860.See file dsdata.txt to determine how the superseded data were derived.
 BM0860
 BM0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9111166467(NAD 83)
 BM0860_MARKER: 53 = ELEVATED TANK
 BM0860
 BM0860  HISTORY     - Date     Condition        Report By
 BM0860  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0860  HISTORY     - 1967     GOOD             CGS
 BM0860  HISTORY     - 20001206 POOR             LOCSUR
 BM0860
 BM0860                          STATION DESCRIPTION
 BM0860
 BM0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0860'THIS INTERSECTION STATION IS THE MUNICIPAL WATER TANK OF
 BM0860'LEXINGTON AND IS LOCATED RIGHT IN THE TOWN.  THE TANK IS SUPPORTED
 BM0860'ON 4 STRUCTURAL STEEL LEGS AND IS ABOUT 150 FEET HIGH.  THE
 BM0860'ENTIRE STRUCTURE IS PAINTED ALUMINUM.  THE POINT OBSERVED UPON
 BM0860'WAS THE FINIAL.
 BM0860
 BM0860                          STATION RECOVERY (1967)
 BM0860
 BM0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JEF)
 BM0860'RECOVERED IN GOOD CONDITION.
 BM0860
 BM0860                          STATION RECOVERY (2000)
 BM0860
 BM0860'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WW)
 BM0860'THE LEXINGTON MUNICIPAL WATER TANK WAS DEMOLISHED IN 1998 AND REPLACED
 BM0860'WITH A NEW TANK WHICH IS ABOUT TWO BLOCKS WEST OF THE OLD ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7861 ***********************************************************************
 AB7861  SACS        -  This is a Secondary Airport Control Station.
 AB7861  DESIGNATION -  LF03
 AB7861  PID         -  AB7861
 AB7861  STATE/COUNTY-  TX/DALLAS
 AB7861  USGS QUAD   -  DALLAS (1981)
 AB7861
 AB7861                         *CURRENT SURVEY CONTROL
 AB7861  ___________________________________________________________________
 AB7861* NAD 83(1993)-  32 50 49.28361(N)    096 51 26.20885(W)     ADJUSTED  
 AB7861* NAVD 88     -       143.82   (meters)     471.8    (feet)  GPS OBS   
 AB7861  ___________________________________________________________________
 AB7861  X           -    -640,418.839 (meters)                     COMP
 AB7861  Y           -  -5,325,425.227 (meters)                     COMP
 AB7861  Z           -   3,439,781.349 (meters)                     COMP
 AB7861  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 AB7861  ELLIP HEIGHT-         117.21  (meters)          (06/21/01) GPS OBS
 AB7861  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AB7861
 AB7861  HORZ ORDER  -  FIRST
 AB7861  ELLP ORDER  -  FOURTH    CLASS I
 AB7861
 AB7861.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 AB7861
 AB7861.The horizontal coordinates were established by GPS observations
 AB7861.and adjusted by the National Geodetic Survey in November 1996..
 AB7861
 AB7861.The orthometric height was determined by GPS observations and a
 AB7861.high-resolution geoid model.
 AB7861
 AB7861.GPS derived orthometric heights for airport stations designated as
 AB7861.PACS or SACS are published to 2 decimal places.  This maintains
 AB7861.centimeter relative accuracy between the PACS and SACS.  It does
 AB7861.not indicate centimeter accuracy relative to other marks which are
 AB7861.part of the NAVD 88 network.
 AB7861
 AB7861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7861
 AB7861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7861
 AB7861.The ellipsoidal height was determined by GPS observations
 AB7861.and is referenced to NAD 83.
 AB7861
 AB7861.The geoid height was determined by GEOID03.
 AB7861
 AB7861;                    North         East     Units Scale Factor Converg.
 AB7861;SPC TXNC     - 2,132,091.583   753,756.941   MT  0.99987896   +0 53 45.3
 AB7861;SPC TXNC     - 6,995,037.14  2,472,950.90   sFT  0.99987896   +0 53 45.3
 AB7861;UTM  14      - 3,636,362.498   700,528.052   MT  1.00009585   +1 09 45.3
 AB7861
 AB7861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7861!SPC TXNC     -   0.99998160  x   0.99987896  =   0.99986056
 AB7861!UTM  14      -   0.99998160  x   1.00009585  =   1.00007745
 AB7861
 AB7861                          SUPERSEDED SURVEY CONTROL
 AB7861
 AB7861  ELLIP H (11/04/96)  117.29   (m)                       GP(       ) 4 1
 AB7861
 AB7861.Superseded values are not recommended for survey control.
 AB7861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7861.See file dsdata.txt to determine how the superseded data were derived.
 AB7861
 AB7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0052836362(NAD 83)
 AB7861_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB7861_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AB7861+WITH SETTING: INFORMATION.
 AB7861_PROJECTION: RECESSED 5 CENTIMETERS
 AB7861_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7861+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1995
 AB7861_ROD/PIPE-DEPTH: 6.09 meters
 AB7861
 AB7861  HISTORY     - Date     Condition        Report By
 AB7861  HISTORY     - 1989     MONUMENTED       KIMLEY
 AB7861  HISTORY     - 19950207 GOOD             NGS
 AB7861
 AB7861                          STATION DESCRIPTION
 AB7861
 AB7861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7861'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF INTERSTATE
 AB7861'HIGHWAY 35E, 1 KM (0.60 MI) SOUTH OF STATE LOOP HIGHWAY 12, IN
 AB7861'NORTHWEST DALLAS, AT DALLAS-LOVE FIELD, IN GRASS BETWEEN RUNWAY
 AB7861'31L-13R AND THE INTERSECTION OF TAXIWAYS C AND Q.  OWNERSHIP--CITY OF
 AB7861'DALLAS, AVIATION DEPARTMENT, OPERATIONS DIVISION, LB 16 LOVE FIELD
 AB7861'TERMINAL BUILDING, DALLAS, TX 75235.  CONTACT TERRY L.  MITCHELL,
 AB7861'AIRPORT OPERATIONS MANAGER AT LEAST ONE DAY IN ADVANCE TO ARRANGE FOR
 AB7861'AN ESCORT TO THIS STATION.  PHONE 214-670-6157.  TO REACH FROM THE
 AB7861'UNDERPASS AT THE JUNTION OF INTERSTATE HIGHWAY 35E AND MOCKINGBIRD
 AB7861'LANE (EXIT 433) IN WEST DALLAS, GO NORTHEAST ON MOCKINGBIRD LANE FOR
 AB7861'3.39 KM (2.10 MI) TO THE AIRPORT ENTRANCE ON THE LEFT (CEDAR SPRINGS
 AB7861'ROAD) .  TURN LEFT, NORTHWEST, ON CEDAR SPRINGS ROAD FOR 1.62 KM (1.00
 AB7861'MI) TO THE TERMINAL.  SECURITY WILL ESCORT YOU FROM HERE. STATION IS A
 AB7861'PUNCH HOLE TOP CENTER OF A ONE INCH DIAMETER REBAR SET IN A SIX INCH
 AB7861'DIAMETER, 3 M (9.8 FT) DEEP DRILLED HOLE, AND SURROUNDED BY CONCRETE
 AB7861'SET 5 CM BELOW GROUND.  IT IS 78.9 M (258.9 FT) NORTHWEST OF THE
 AB7861'CENTER OF A MANHOLE COVER ALONG TAXIWAY C4, 49.3 M (161.7 FT)
 AB7861'NORTHEAST OF THE NORTHEAST EDGE OF THE PAVEMENT ALONG THE RUNWAY, 34.7
 AB7861'M (113.8 FT) SOUTHEAST OF THE CENTER OF A DRAIN, 31.3 M (102.7 FT)
 AB7861'SOUTHEAST OF THE SEVENTH TAXI LIGHT NORTH OF THE INTERSECTION OF
 AB7861'RUNWAY 31L-13R AND TAXIWAY C4, 13.0 M (42.7 FT) WEST-SOUTHWEST OF THE
 AB7861'SOUTHWEST EDGE OF THE PAVEMENT OF TAXI C AND 0.2 M (0.7 FT) SOUTHEAST
 AB7861'OF A PLASTIC WITNESS POST.  DESCRIBED BY D.G.  AUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7877 ***********************************************************************
 AB7877  DESIGNATION -  LFK AP STA B2
 AB7877  PID         -  AB7877
 AB7877  STATE/COUNTY-  TX/ANGELINA
 AB7877  USGS QUAD   -  BALD HILL (1980)
 AB7877
 AB7877                         *CURRENT SURVEY CONTROL
 AB7877  ___________________________________________________________________
 AB7877* NAD 83(1993)-  31 14 16.49846(N)    094 44 33.85175(W)     ADJUSTED  
 AB7877* NAVD 88     -        88.0    (meters)     289.     (feet)  GPS OBS   
 AB7877  ___________________________________________________________________
 AB7877  X           -    -451,311.568 (meters)                     COMP
 AB7877  Y           -  -5,439,720.498 (meters)                     COMP
 AB7877  Z           -   3,288,507.030 (meters)                     COMP
 AB7877  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AB7877  ELLIP HEIGHT-          60.38  (meters)          (03/15/01) GPS OBS
 AB7877  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AB7877
 AB7877  HORZ ORDER  -  THIRD
 AB7877  ELLP ORDER  -  FOURTH    CLASS II
 AB7877
 AB7877.This mark is at Angelina Co (LFK) Airport (LFK)
 AB7877
 AB7877.The horizontal coordinates were established by GPS observations
 AB7877.and adjusted by the National Geodetic Survey in November 1996..
 AB7877
 AB7877.The orthometric height was determined by GPS observations and a
 AB7877.high-resolution geoid model.
 AB7877
 AB7877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7877
 AB7877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7877
 AB7877.The ellipsoidal height was determined by GPS observations
 AB7877.and is referenced to NAD 83.
 AB7877
 AB7877.The geoid height was determined by GEOID03.
 AB7877
 AB7877;                    North         East     Units Scale Factor Converg.
 AB7877;SPC TX C     - 3,187,560.599 1,232,313.013   MT  0.99989023   +2 52 46.2
 AB7877;SPC TX C     -10,457,855.07  4,043,013.61   sFT  0.99989023   +2 52 46.2
 AB7877;UTM  15      - 3,457,278.751   334,030.377   MT  0.99993977   -0 54 14.3
 AB7877
 AB7877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7877!SPC TX C     -   0.99999052  x   0.99989023  =   0.99988075
 AB7877!UTM  15      -   0.99999052  x   0.99993977  =   0.99993029
 AB7877
 AB7877                          SUPERSEDED SURVEY CONTROL
 AB7877
 AB7877  ELLIP H (11/18/96)   60.42   (m)                       GP(       ) 4 2
 AB7877
 AB7877.Superseded values are not recommended for survey control.
 AB7877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7877.See file dsdata.txt to determine how the superseded data were derived.
 AB7877
 AB7877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3403057279(NAD 83)
 AB7877_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7877_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB7877_STAMPING: AP 1965 STA B2
 AB7877_MARK LOGO: CGS   
 AB7877_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7877+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 AB7877
 AB7877  HISTORY     - Date     Condition        Report By
 AB7877  HISTORY     - 1965     MONUMENTED       CGS
 AB7877  HISTORY     - 19941015 GOOD             NGS
 AB7877
 AB7877                          STATION DESCRIPTION
 AB7877
 AB7877'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WEB)
 AB7877'THE STATION IS LOCATED ABOUT 600 FT (182.9 M) W OF CL END RWY 25 AND
 AB7877'ON THE N SIDE OF RUNWAY 7-25.  THE STATION IS 178.0 FT (54.3 M) NE OF
 AB7877'THE 4TH RUNWAY LIGHT W OF THE RUNWAY END, 57.7 FT (17.6 M) NW OF THE
 AB7877'3RD RUNWAY LIGHT, AND 60 FT (18.3 M) N OF THE N EDGE OF THE RUNWAY.
 AB7877'THE STATION IS A STANDARD TOPO DISK STAMPED AP 1965 STA B2, SET IN THE
 AB7877'TOP OF A 12 INCH CONCRETE POST SET FLUSH WITH THE GROUND.
 AB7877
 AB7877                          STATION RECOVERY (1994)
 AB7877
 AB7877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB7877'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF LUFKIN AT THE
 AB7877'ANGELINA COUNTY AIRPORT, ON A GRADUAL SLOPE TO THE NORTHWEST ALON THE
 AB7877'NORTHWEST SIDE OF THE RUNWAY NEAR RUNWAY END 25.  OWNERSHIP--ANGELINA
 AB7877'COUNTY, RT.  1 BOX 70AA, DIBOLL, TX 75941.  AIRPORT MANAGER IS BARLEY
 AB7877'LENDERMAN.  PHONE 409-634-7511.  CONTACT HIM ONE DAY IN ADVANCE FOR AN
 AB7877'ESCORT TO THE STATION.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59
 AB7877'AND STATE LOOP HIGHWAY 287 ON THE SOUTH SIDE OF LUFKIN, GO SOUTH ON
 AB7877'HIGHWAY 59 FOR 9.26 KM (5.75 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 AB7877'TURN LEFT, EAST, ON THE ENTRANCE ROAD FOR 1.19 KM (0.75 MI) TO THE
 AB7877'TERMINAL.  THE STATION IS A SURVEY DISK SET IN A 25 CM CONCRETE POST
 AB7877'SET FLUSH WITH THE GROUND.  IT IS 54.2 M (177.8 FT) NORTHEAST OF THE
 AB7877'4TH RUNWAY LIGHT WEST OF THE RUNWAY END, 17.6 M (57.7 FT) NORTHWEST OF
 AB7877'THE 3RD RUNWAY LIGHT, AND 18.3 M (60.0 FT) NORTH-NORTHWEST OF THE
 AB7877'NORTH EDGE OF THE RUNWAY.  DESCRIBED BY D.G. AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7879 ***********************************************************************
 AB7879  DESIGNATION -  LFK AP STA C
 AB7879  PID         -  AB7879
 AB7879  STATE/COUNTY-  TX/ANGELINA
 AB7879  USGS QUAD   -  DIBOLL (1980)
 AB7879
 AB7879                         *CURRENT SURVEY CONTROL
 AB7879  ___________________________________________________________________
 AB7879* NAD 83(1993)-  31 14 15.21723(N)    094 45 14.86981(W)     ADJUSTED  
 AB7879* NAVD 88     -        88.6    (meters)     291.     (feet)  GPS OBS   
 AB7879  ___________________________________________________________________
 AB7879  X           -    -452,395.048 (meters)                     COMP
 AB7879  Y           -  -5,439,651.564 (meters)                     COMP
 AB7879  Z           -   3,288,473.613 (meters)                     COMP
 AB7879  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AB7879  ELLIP HEIGHT-          61.00  (meters)          (03/15/01) GPS OBS
 AB7879  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AB7879
 AB7879  HORZ ORDER  -  THIRD
 AB7879  ELLP ORDER  -  FOURTH    CLASS II
 AB7879
 AB7879.This mark is at Angelina Co (LFK) Airport (LFK)
 AB7879
 AB7879.The horizontal coordinates were established by GPS observations
 AB7879.and adjusted by the National Geodetic Survey in November 1996..
 AB7879
 AB7879.The orthometric height was determined by GPS observations and a
 AB7879.high-resolution geoid model.
 AB7879
 AB7879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7879
 AB7879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7879
 AB7879.The ellipsoidal height was determined by GPS observations
 AB7879.and is referenced to NAD 83.
 AB7879
 AB7879.The geoid height was determined by GEOID03.
 AB7879
 AB7879;                    North         East     Units Scale Factor Converg.
 AB7879;SPC TX C     - 3,187,466.727 1,231,231.022   MT  0.99989020   +2 52 25.0
 AB7879;SPC TX C     -10,457,547.09  4,039,463.78   sFT  0.99989020   +2 52 25.0
 AB7879;UTM  15      - 3,457,256.478   332,944.494   MT  0.99994423   -0 54 35.6
 AB7879
 AB7879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7879!SPC TX C     -   0.99999042  x   0.99989020  =   0.99988062
 AB7879!UTM  15      -   0.99999042  x   0.99994423  =   0.99993465
 AB7879
 AB7879:                Primary Azimuth Mark                     Grid Az
 AB7879:SPC TX C     -  FAA LFK C                                187 58 49.3
 AB7879:UTM  15      -  FAA LFK C                                191 45 49.9
 AB7879
 AB7879|---------------------------------------------------------------------|
 AB7879| PID    Reference Object                     Distance      Geod. Az  |
 AB7879|                                                           dddmmss.s |
 AB7879| AB2805 FAA LFK C                           APPROX. 0.6 KM 1905114.3 |
 AB7879|---------------------------------------------------------------------|
 AB7879
 AB7879                          SUPERSEDED SURVEY CONTROL
 AB7879
 AB7879  ELLIP H (11/18/96)   61.04   (m)                       GP(       ) 4 2
 AB7879
 AB7879.Superseded values are not recommended for survey control.
 AB7879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7879.See file dsdata.txt to determine how the superseded data were derived.
 AB7879
 AB7879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3294457256(NAD 83)
 AB7879_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7879_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB7879_STAMPING: AP 1971 STA C LFK
 AB7879_MARK LOGO: NGS   
 AB7879_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7879+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 AB7879
 AB7879  HISTORY     - Date     Condition        Report By
 AB7879  HISTORY     - 1971     MONUMENTED       NGS
 AB7879  HISTORY     - 19941015 GOOD             NGS
 AB7879  HISTORY     - 19980919 GOOD             USPSQD
 AB7879
 AB7879                          STATION DESCRIPTION
 AB7879
 AB7879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (EP)
 AB7879'THE STATION IS LOCATED AT THE N END OF THE FIELD ON THE W SIDE OF
 AB7879'RUNWAY 15-33.  THE STATION IS 70 FT (21.3 M) W OF THE CORNER OF THE
 AB7879'STOPWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1971
 AB7879'STA C LFK, SET IN THE TOP OF A 12 INCH CONCRETE POST FLUSH WITH THE
 AB7879'GROUND.  THE MARK IS TILTED TOWARD THE E.
 AB7879
 AB7879                          STATION RECOVERY (1994)
 AB7879
 AB7879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB7879'NOTE--THE STATION HAS BEEN HIT AND LEANS TO THE EAST.  THE STATION IS
 AB7879'LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF LUFKIN AT THE ANGELINA COUNTY
 AB7879'AIRPORT, NEAR THE PERIMETER FENCE IN THE NORTHCENTRAL AREA OF THE
 AB7879'AIRFIELD ALONG THE BLASTPAD OF RUNWAY END 15.  OWNERSHIP--ANGELINA
 AB7879'COUNTY, RT.  1 BOX 70AA, DIBOLL, TX 75941.  AIRPORT MANAGER IS BARLEY
 AB7879'LENDERMAN.  PHONE 409-634-7511.  CONTACT HIM ONE DAY IN ADVANCE FOR AN
 AB7879'ESCORT TO THE STATION.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59
 AB7879'AND STATE LOOP HIGHWAY 287 ON THE SOUTH SIDE OF LUFKIN, GO SOUTH ON
 AB7879'HIGHWAY 59 FOR 9.26 KM (5.75 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 AB7879'TURN LEFT, EAST, ON THE ENTRANCE ROAD FOR 1.19 KM (0.75 MI) TO THE
 AB7879'TERMINAL.  THE STATION IS A SURVEY DISK SET IN A 25 CM CONCRETE POST
 AB7879'SET FLUSH WITH THE GROUND.  IT IS 21.3 M (69.9 FT) WEST-SOUTHWEST OF
 AB7879'THE WEST CORNER OF THE BLASTPAD AT RUNWAY END 15, AND 72.9 M (239.2
 AB7879'FT) SOUTHEAST OF THE PERIMETER FENCE.  DESCRIBED BY D.G.  AUG
 AB7879
 AB7879                          STATION RECOVERY (1998)
 AB7879
 AB7879'RECOVERY NOTE BY US POWER SQUADRON 1998
 AB7879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3068 ***********************************************************************
 AW3068  DESIGNATION -  LIB 47
 AW3068  PID         -  AW3068
 AW3068  STATE/COUNTY-  TX/LIBERTY
 AW3068  USGS QUAD   -  SHILOH (1993)
 AW3068
 AW3068                         *CURRENT SURVEY CONTROL
 AW3068  ___________________________________________________________________
 AW3068* NAD 83(1986)-  29 58 55.     (N)    094 44 25.     (W)     SCALED    
 AW3068* NAVD 88     -         5.17   (+/-2cm)      17.0    (feet)  VERTCON   
 AW3068  ___________________________________________________________________
 AW3068  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3068
 AW3068  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3068
 AW3068.The horizontal coordinates were scaled from a topographic map and have
 AW3068.an estimated accuracy of +/- 6 seconds.
 AW3068
 AW3068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3068.The vertical order pertains to the NGVD 29 superseded value.
 AW3068
 AW3068.The geoid height was determined by GEOID03.
 AW3068
 AW3068;                    North         East    Units  Estimated Accuracy
 AW3068;SPC TX C     - 3,048,520.    1,239,540.      MT  (+/- 180 meters Scaled)
 AW3068
 AW3068                          SUPERSEDED SURVEY CONTROL
 AW3068
 AW3068  NGVD 29 (??/??/92)    5.178  (m)           16.99   (f) ADJ UNCH    1 2
 AW3068
 AW3068.Superseded values are not recommended for survey control.
 AW3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3068.See file dsdata.txt to determine how the superseded data were derived.
 AW3068
 AW3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP321180(NAD 83)
 AW3068_MARKER: DD = SURVEY DISK
 AW3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3068_STAMPING: LIB 47
 AW3068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3068+STABILITY: SURFACE MOTION
 AW3068
 AW3068  HISTORY     - Date     Condition        Report By
 AW3068  HISTORY     - UNK      MONUMENTED       USE
 AW3068  HISTORY     - 1959     GOOD             NGS
 AW3068  HISTORY     - 19910819 MARK NOT FOUND   USPSQD
 AW3068
 AW3068                          STATION DESCRIPTION
 AW3068
 AW3068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3068'7.4 MI SE FROM LIBERTY.
 AW3068'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3068'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 6.6 MILES SOUTHEAST
 AW3068'ALONG FARM ROAD 563, ABOUT 0.2 MILE SOUTH-SOUTHEAST OF A CONCRETE
 AW3068'BRIDGE OVER REDMOND CREEK, ON THE OUTSIDE OF A CURVE IN THE ROAD,
 AW3068'ABOUT 250 FEET NORTH OF A HOUSE, ABOUT 250 FEET SOUTHEAST OF THE
 AW3068'SOUTHEAST EDGE OF A GROVE OF TREES, 39 FEET SOUTHWEST OF THE CENTER
 AW3068'LINE OF THE ROAD, 29 FEET NORTH-NORTHWEST OF THE CENTER LINE OF A
 AW3068'STEEL FRAMED GATE, 1 1/2 FEET SOUTHWEST OF A FENCE, 2.0 FEET SOUTHWEST
 AW3068'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 AW3068'ON THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW3068
 AW3068                          STATION RECOVERY (1991)
 AW3068
 AW3068'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2142 ***********************************************************************
 BL2142  DESIGNATION -  LIBERTY
 BL2142  PID         -  BL2142
 BL2142  STATE/COUNTY-  TX/POLK
 BL2142  USGS QUAD   -  SEGNO (1984)
 BL2142
 BL2142                         *CURRENT SURVEY CONTROL
 BL2142  ___________________________________________________________________
 BL2142* NAD 83(1993)-  30 34 32.34209(N)    094 43 31.88231(W)     ADJUSTED  
 BL2142* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 BL2142  ___________________________________________________________________
 BL2142  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BL2142  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2142
 BL2142  HORZ ORDER  -  FIRST
 BL2142
 BL2142.The horizontal coordinates were established by classical geodetic methods
 BL2142.and adjusted by the National Geodetic Survey in February 1996..
 BL2142
 BL2142.The orthometric height was scaled from a topographic map.
 BL2142
 BL2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2142
 BL2142.The geoid height was determined by GEOID03.
 BL2142
 BL2142;                    North         East     Units Scale Factor Converg.
 BL2142;SPC TX C     - 3,114,320.557 1,237,650.061   MT  0.99990917   +2 53 18.1
 BL2142;SPC TX C     -10,217,566.69  4,060,523.58   sFT  0.99990917   +2 53 18.1
 BL2142;UTM  15      - 3,383,842.554   334,534.040   MT  0.99993776   -0 52 40.6
 BL2142
 BL2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2142!SPC TX C     -   0.99999365  x   0.99990917  =   0.99990282
 BL2142!UTM  15      -   0.99999365  x   0.99993776  =   0.99993141
 BL2142
 BL2142|---------------------------------------------------------------------|
 BL2142| PID    Reference Object                     Distance      Geod. Az  |
 BL2142|                                                           dddmmss.s |
 BL2142| BL2143 LIBERTY 1935 RM 1                   186.022 METERS 20847     |
 BL2142| BL2146 ACE                                 APPROX. 9.1 KM 2642953.7 |
 BL2142| CV7876 LIBERTY RM 2                         56.845 METERS 30533     |
 BL2142| CV7875 LIBERTY AZ MK                                      3162627.4 |
 BL2142|---------------------------------------------------------------------|
 BL2142
 BL2142                          SUPERSEDED SURVEY CONTROL
 BL2142
 BL2142  NAD 83(1986)-  30 34 32.35586(N)    094 43 31.86973(W) AD(       ) 1
 BL2142  NAD 27      -  30 34 31.61900(N)    094 43 31.13000(W) AD(       ) 1
 BL2142
 BL2142.Superseded values are not recommended for survey control.
 BL2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2142.See file dsdata.txt to determine how the superseded data were derived.
 BL2142
 BL2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3453483843(NAD 83)
 BL2142_MARKER: DS = TRIANGULATION STATION DISK
 BL2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2142
 BL2142  HISTORY     - Date     Condition        Report By
 BL2142  HISTORY     - 1935     MONUMENTED       CGS
 BL2142  HISTORY     - 1952     GOOD             CGS
 BL2142  HISTORY     - 1954     GOOD             USGS
 BL2142
 BL2142                          STATION DESCRIPTION
 BL2142
 BL2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2142'THIS STATION IS ABOUT 15 MILES SE OF LIVINGSTON, ABOUT 7
 BL2142'MILES E OF THE VILLAGE OF ACE, 610.3 FEET NE OF THE LIBERTY
 BL2142'HILL LOOKOUT, ON WOODED LAND OWNED BY THE KIRBY LUMBER COMPANY
 BL2142'OF HOUSTON, 30 FEET NE OF CENTER LINE OF THE GRADED DIRT
 BL2142'ROAD, ABOUT 0.1 MILE NW OF THE T-ROAD THAT LEADS TO THE LOOKOUT,
 BL2142'16 FEET NNE OF A TRIANGULAR-BLAZED 10-INCH OAK TREE, 33 FEET
 BL2142'NNW OF A DIAMOND-BLAZED 18-INCH GUM TREE, 26 FEET SW OF A
 BL2142'RECTANGULAR-BLAZED 14-INCH GUM TREE.  THE MARK PROJECTS 4
 BL2142'INCHES.
 BL2142'
 BL2142'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2142'BRONZE DISKS SET IN CONCRETE.
 BL2142'
 BL2142'REFERENCE MARK NO. 1 IS SW OF STATION, CENTERED DIRECTLY
 BL2142'BENEATH THE CENTER BOLT IN THE ROOF OF THE LIBERTY HILL LOOKOUT,
 BL2142'15.98 FEET FROM THE SW, 16.18 FEET FROM THE SE, 17.46 FEET
 BL2142'FROM THE NE, 17.18 FEET FROM THE NW LEGS RESPECTIVELY (ANCHOR
 BL2142'BOLTS WERE THE EXACT POINTS MEASURED TO) OF THE LOOKOUT TOWER.
 BL2142'IT PROJECTS 4 INCHES.
 BL2142'
 BL2142'REFERENCE MARK NO. 2 IS NW OF STATION, 19 FEET SW OF CENTER
 BL2142'LINE OF THE ROAD, 5 FEET SW OF THE GUTTER.  IT PROJECTS 5
 BL2142'INCHES.
 BL2142'
 BL2142'AZIMUTH MARK IS NW OF STATION, 18 FEET N OF CENTER
 BL2142'LINE OF THE GRADED DIRT ROAD, 7 FEET N OF THE GUTTER, ABOUT
 BL2142'150 FEET W OF CURVE IN ROAD WHERE IT CURVES TO SE, ABOUT 130
 BL2142'FEET W OF AN 18-INCH GUM TREE.  IT PROJECTS 6 INCHES.
 BL2142'
 BL2142'TO REACH FROM THE NE CORNER OF THE COURTHOUSE SQUARE IN
 BL2142'LIVINGSTON, GO E ON STATE HIGHWAY 45, 0.1 MILE TO A N-S STREET.
 BL2142'THENCE S ON THIS STREET AND CONTINUE S ON GRADED DIRT ROAD
 BL2142'11.4 MILES TO A T-ROAD LEADING E JUST S OF THE VILLAGE OF ACE.
 BL2142'THENCE E ON T-ROAD 1.4 MILES TO A FORK.  THENCE TAKE LEFT
 BL2142'FORK AND CONTINUE E ON MAIN-TRAVELED DIRT ROAD 2.7 MILES TO A
 BL2142'FORK.  THENCE TAKE RIGHT FORK (MAIN-TRAVELED ROAD) 3.45 MILES
 BL2142'TO THE FOREGOING BLAZED TREES AND STATION ON NE SIDE OF THE
 BL2142'ROAD.
 BL2142'
 BL2142'A 120-FOOT SIGNAL AT CAB COMES INTO VIEW AT 80 FEET, A 126-FOOT
 BL2142'SIGNAL AT KIAM COMES INTO VIEW AT 90 FEET, A 126-FOOT SIGNAL
 BL2142'AT MOYE COMES INTO VIEW AT 75 FEET, A 136-FOOT SIGNAL AT ACE
 BL2142'COMES INTO VIEW AT 90 FEET, A 100-FOOT SIGNAL AT PIPE COMES
 BL2142'INTO VIEW AT 125 FEET, AND A 120-FOOT SIGNAL AT POOL COMES INTO
 BL2142'VIEW AT 100 FEET.
 BL2142'
 BL2142'HEIGHT OF LIGHT ABOVE STATION MARK - 126 FEET.
 BL2142
 BL2142                          STATION RECOVERY (1952)
 BL2142
 BL2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2142'THE STATION AND ALL MARKS WERE RECOVERED AND ARE IN GOOD
 BL2142'CONDITION.
 BL2142'
 BL2142'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL2142'
 BL2142'THE STATION IS LOCATED ABOUT 15.0 MILES SOUTHEAST OF LIVINGSTON,
 BL2142'7.0 MILES EAST OF ACE AND 610.3 FEET NORTHEAST OF THE LIBERTY
 BL2142'HILL LOOKOUT TOWER ON LAND OWNED BY THE KIRBY LUMBER CO. OF
 BL2142'HOUSTON.  IT IS 30.0 FEET NORTH OF THE CENTER OF A GRADED
 BL2142'ROAD AND 4.0 FEET SOUTHEAST OF A WITNESS POST.  IT PROJECTS
 BL2142'4 INCHES AND IS STAMPED LIBERTY 1935.
 BL2142'
 BL2142'REFERENCE MARK NO. 1 (LIBERTY HILL L.O.T. (STATE)) IS LOCATED
 BL2142'DIRECTLY UNDER THE CENTER BOLT IN THE ROOF OF THE LIBERTY
 BL2142'HILL LOOKOUT TOWER.  IT WAS IMPOSSIBLE TO MEASURE TO THE MARK
 BL2142'FROM THE STATION BECAUSE OF DENSE TIMBER AND THE 1935
 BL2142'MEASUREMENTS WERE ACCEPTED AS CORRECT.  IT PROJECTS 3 INCHES AND
 BL2142'IS STAMPED LIBERTY NO 1 1935.
 BL2142'
 BL2142'REFERENCE MARK NO. 2 IS 18.0 FEET SOUTH OF THE CENTER OF A
 BL2142'GRADED ROAD, PROJECTS 4 INCHES AND IS STAMPED LIBERTY NO 2
 BL2142'1935.
 BL2142'
 BL2142'THE AZIMUTH MARK IS 18.0 FEET NORTH OF THE CENTER OF A GRADED
 BL2142'ROAD AND 2.0 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 BL2142'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 BL2142'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 BL2142'LIBERTY 1935 AZIMUTH.
 BL2142'
 BL2142'TO REACH THE STATION FROM THE POST OFFICE IN LIBERTY, GO
 BL2142'NORTH ON STATE ROUTE NO. 146 FOR 27.0 MILES TO THE SMALL
 BL2142'VILLAGE OF RYE AND THE RYE POST OFFICE ON THE RIGHT.  CONTINUE
 BL2142'NORTH ON STATE ROUTE NO. 146 FOR 11.4 MILES TO A T ROAD RIGHT,
 BL2142'TURN RIGHT AND GO EAST ON FARM ROAD NO. 943 FOR 6.35 MILES
 BL2142'TO THE LIBERTY HILL LOOKOUT TOWER ON THE RIGHT, HERE TURN
 BL2142'LEFT ON A GRADED ROAD FOR ABOUT 200 YARDS AND THE STATION
 BL2142'ON THE RIGHT AS DESCRIBED.
 BL2142'
 BL2142'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY
 BL2142'ON A GRADED ROAD FOR 0.15 MILE AND THE MARK ON THE LEFT AS
 BL2142'DESCRIBED.
 BL2142
 BL2142                          STATION RECOVERY (1954)
 BL2142
 BL2142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BL2142'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  HOWEVER
 BL2142'THE AZIMUTH MARK HAS BEEN DISTURBED AND IS ON SIDE.  INDICATIONS
 BL2142'ARE THAT LOGGING OPERATIONS WERE RESPONSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1120 ***********************************************************************
 CR1120  DESIGNATION -  LIBERTY
 CR1120  PID         -  CR1120
 CR1120  STATE/COUNTY-  TX/PANOLA
 CR1120  USGS QUAD   -  CARTHAGE (1983)
 CR1120
 CR1120                         *CURRENT SURVEY CONTROL
 CR1120  ___________________________________________________________________
 CR1120* NAD 83(1993)-  32 10 54.20183(N)    094 16 26.00998(W)     ADJUSTED  
 CR1120* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 CR1120  ___________________________________________________________________
 CR1120  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 CR1120  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CR1120
 CR1120  HORZ ORDER  -  SECOND
 CR1120
 CR1120.The horizontal coordinates were established by classical geodetic methods
 CR1120.and adjusted by the National Geodetic Survey in February 1996..
 CR1120
 CR1120.The orthometric height was scaled from a topographic map.
 CR1120
 CR1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1120
 CR1120.The geoid height was determined by GEOID03.
 CR1120
 CR1120;                    North         East     Units Scale Factor Converg.
 CR1120;SPC TXNC     - 2,065,131.340   998,435.939   MT  0.99998695   +2 18 17.6
 CR1120;SPC TXNC     - 6,775,351.74  3,275,701.91   sFT  0.99998695   +2 18 17.6
 CR1120;UTM  15      - 3,561,289.700   379,907.735   MT  0.99977785   -0 40 42.8
 CR1120
 CR1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1120!SPC TXNC     -   0.99999328  x   0.99998695  =   0.99998023
 CR1120!UTM  15      -   0.99999328  x   0.99977785  =   0.99977113
 CR1120
 CR1120:                Primary Azimuth Mark                     Grid Az
 CR1120:SPC TXNC     -  HUDSON GAS AND OIL CO RAD MAST           048 48 25.4
 CR1120:UTM  15      -  HUDSON GAS AND OIL CO RAD MAST           051 47 25.8
 CR1120
 CR1120|---------------------------------------------------------------------|
 CR1120| PID    Reference Object                     Distance      Geod. Az  |
 CR1120|                                                           dddmmss.s |
 CR1120| CR1119 HUDSON GAS AND OIL CO RAD MAST      APPROX. 1.3 KM 0510643.0 |
 CR1120| CX6666 LIBERTY AZ MK                                      0523518.8 |
 CR1120| CR1116 DEADWOOD LOOKOUT TOWER              APPROX.10.8 KM 0991025.6 |
 CR1120| CX6667 LIBERTY RM 1                         51.030 METERS 12459     |
 CR1120| CR1121 CARTHAGE UNITED GAS PLINE MAST      APPROX. 7.3 KM 2303231.5 |
 CR1120| CX6668 LIBERTY RM 2                         33.751 METERS 23444     |
 CR1120| CR1124 CARTHAGE RAD STA KGAS MAST          APPROX. 5.3 KM 2355207.1 |
 CR1120| CR1123 CARTHAGE SW MUN TANK OF 2           APPROX. 6.6 KM 2463619.4 |
 CR1120|---------------------------------------------------------------------|
 CR1120
 CR1120                          SUPERSEDED SURVEY CONTROL
 CR1120
 CR1120  NAD 83(1986)-  32 10 54.21052(N)    094 16 26.00116(W) AD(       ) 2
 CR1120  NAD 27      -  32 10 53.62980(N)    094 16 25.29820(W) AD(       ) 2
 CR1120
 CR1120.Superseded values are not recommended for survey control.
 CR1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1120.See file dsdata.txt to determine how the superseded data were derived.
 CR1120
 CR1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7990861290(NAD 83)
 CR1120_MARKER: DS = TRIANGULATION STATION DISK
 CR1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1120
 CR1120  HISTORY     - Date     Condition        Report By
 CR1120  HISTORY     - 1958     MONUMENTED       CGS
 CR1120  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR1120
 CR1120                          STATION DESCRIPTION
 CR1120
 CR1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1120'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF U.S.
 CR1120'HIGHWAY 79 AT THE NORTHEAST EDGE OF THE HIGHWAY DEPARTMENTS
 CR1120'GRAVEL STOCK PILE, IN THE LOW LAND AREA BETWEEN CARTHAGE AND
 CR1120'THE SABINE RIVER, ABOUT 4-1/2 MILES NORTHEAST OF CARTHAGE, 4
 CR1120'MILES SOUTHWEST OF THE SABINE RIVER, 0.8 MILE NORTHEAST OF THE
 CR1120'LIBERTY CHAPEL, 0.7 MILE SOUTHWEST OF THE CARTHAGE, HUDSON
 CR1120'GAS AND OIL CORP. PLANT AND ABOUT 450 FEET NORTH OF THE
 CR1120'LIVESTOCK SALES BARN.  IT IS 86 FEET WEST OF A POWERLINE POLE,
 CR1120'48 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 79, 15 FEET
 CR1120'SOUTHEAST OF A FENCE LINE AND 10 FEET SOUTHEAST OF A WHITE
 CR1120'WITNESS POST.
 CR1120'
 CR1120'THE STATION MARK, A STANDARD DISK STAMPED LIBERTY 1958, IS
 CR1120'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH WITH
 CR1120'THE SURFACE OF THE GROUND.
 CR1120'
 CR1120'REFERENCE MARK NO 1, A STANDARD DISK STAMPED LIBERTY NO 1 1958,
 CR1120'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH WITH
 CR1120'THE SURFACE OF THE GROUND.  IT IS 115 FEET EAST-SOUTHEAST
 CR1120'OF THE CENTER OF U.S. HIGHWAY 79 AND 1 FOOT SOUTH OF A POWERLINE
 CR1120'POLE.
 CR1120'
 CR1120'REFERENCE MARK NO 2, A STANDARD DISK STAMPED LIBERTY NO 2 1958,
 CR1120'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1120'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 124
 CR1120'FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 79 AND 1 FOOT
 CR1120'SOUTHEAST OF A FENCE LINE.
 CR1120'
 CR1120'THE AZIMUTH MARK, A STANDARD DISK STAMPED LIBERTY 1958, IS
 CR1120'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1120'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 70
 CR1120'FEET SOUTH-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 79, 1
 CR1120'FOOT WEST-NORTHWEST OF A FENCE CORNER AND 1 FOOT WEST OF
 CR1120'A WHITE WITNESS POST.
 CR1120'
 CR1120'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 CR1120'U.S. HIGHWAY 79 FOR 0.4 MILE TO THE MARK ON THE RIGHT,
 CR1120'SOUTH-SOUTHEAST, SIDE OF THE HIGHWAY AS DESCRIBED.
 CR1120'
 CR1120'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE,
 CR1120'THE JUNCTION OF U.S. HIGHWAY 79, U.S. HIGHWAY 59 AND STATE
 CR1120'HIGHWAY 149 IN CARTHAGE GO NORTHEAST ON U.S. HIGHWAY 79
 CR1120'FOR 3.75 MILES TO THE LIBERTY CHAPEL ON THE RIGHT.  CONTINUE
 CR1120'NORTHEAST ON U.S. HIGHWAY 79 FOR 0.5 MILE TO THE SALES BARN
 CR1120'ON THE RIGHT AND THE STATION ON THE LEFT SIDE OF THE HIGHWAY
 CR1120'AS DESCRIBED.
 CR1120'
 CR1120'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1120
 CR1120                          STATION RECOVERY (1998)
 CR1120
 CR1120'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1984 ***********************************************************************
 FL1984  DESIGNATION -  LIBERTY
 FL1984  PID         -  FL1984
 FL1984  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1984  USGS QUAD   -  MC LEAN (1978)
 FL1984
 FL1984                         *CURRENT SURVEY CONTROL
 FL1984  ___________________________________________________________________
 FL1984* NAD 83(1993)-  35 10 26.36039(N)    100 30 59.20746(W)     ADJUSTED  
 FL1984* NAVD 88     -       859.10   (+/-2cm)    2818.6    (feet)  VERTCON   
 FL1984  ___________________________________________________________________
 FL1984  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FL1984  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL1984
 FL1984  HORZ ORDER  -  SECOND
 FL1984  VERT ORDER  -  THIRD ? (See Below)
 FL1984
 FL1984.The horizontal coordinates were established by classical geodetic methods
 FL1984.and adjusted by the National Geodetic Survey in February 1996..
 FL1984
 FL1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1984.The vertical order pertains to the NGVD 29 superseded value.
 FL1984
 FL1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1984
 FL1984.The geoid height was determined by GEOID03.
 FL1984
 FL1984;                    North         East     Units Scale Factor Converg.
 FL1984;SPC TX N     - 1,130,684.034   289,587.672   MT  0.99991989   +0 34 12.0
 FL1984;SPC TX N     - 3,709,585.87    950,088.89   sFT  0.99991989   +0 34 12.0
 FL1984;UTM  14      - 3,893,390.908   361,909.826   MT  0.99983501   -0 52 25.3
 FL1984
 FL1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1984!SPC TX N     -   0.99986928  x   0.99991989  =   0.99978919
 FL1984!UTM  14      -   0.99986928  x   0.99983501  =   0.99970432
 FL1984
 FL1984|---------------------------------------------------------------------|
 FL1984| PID    Reference Object                     Distance      Geod. Az  |
 FL1984|                                                           dddmmss.s |
 FL1984| CK9272 LIBERTY RM 2                          9.978 METERS 08835     |
 FL1984| CK9271 LIBERTY RM 1                          9.428 METERS 17738     |
 FL1984| CK9270 LIBERTY AZ MK                                      3282340.2 |
 FL1984| FL1986 MC LEAN POW CAMP WATER TANK         APPROX. 8.7 KM 3404624.6 |
 FL1984|---------------------------------------------------------------------|
 FL1984
 FL1984                          SUPERSEDED SURVEY CONTROL
 FL1984
 FL1984  NAD 83(1993)-  35 10 26.36161(N)    100 30 59.20688(W) AD(       ) 2
 FL1984  NAD 83(1986)-  35 10 26.36446(N)    100 30 59.19863(W) AD(       ) 2
 FL1984  NAD 27      -  35 10 26.18500(N)    100 30 57.73100(W) AD(       ) 2
 FL1984  NGVD 29 (07/19/86)  858.77   (m)         2817.5    (f) LEVELING    3  
 FL1984
 FL1984.Superseded values are not recommended for survey control.
 FL1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1984.See file dsdata.txt to determine how the superseded data were derived.
 FL1984
 FL1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6191093391(NAD 83)
 FL1984_MARKER: DS = TRIANGULATION STATION DISK
 FL1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1984
 FL1984  HISTORY     - Date     Condition        Report By
 FL1984  HISTORY     - 1951     MONUMENTED       CGS
 FL1984
 FL1984                          STATION DESCRIPTION
 FL1984
 FL1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1984'THE STATION IS LOCATED ABOUT 6 MILES AIR LINE SOUTHEAST OF
 FL1984'MC LEAN.  3-1/2 MILES SOUTH OF U.S. HIGHWAY 66 AND 1-1/4
 FL1984'MILE EAST OF THE WHEELER-GRAY COUNTY LINE.  IT IS ON THE
 FL1984'NORTHERN END OF A LOW, GRASSY RIDGE, ABOUT 50 YARDS NORTH
 FL1984'OF THE HIGHEST POINT.  THE STATION MARK, STAMPED LIBERTY
 FL1984'1951, IS A BRONZE DISK SET IN A SQUARE CONCRETE POST THAT
 FL1984'PROJECTS 4 INCHES.
 FL1984'
 FL1984'REFERENCE MARK NO. 1, STAMPED LIBERTY NO 1 1951, IS A BRONZE
 FL1984'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES, AND
 FL1984'IS AT THE SAME ELEVATION AS THE STATION.
 FL1984'
 FL1984'REFERENCE MARK NO. 2, STAMPED LIBERTY NO 2 1951, IS A BRONZE
 FL1984'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 FL1984'AND IS AT THE SAME ELEVATION AS THE STATION.
 FL1984'
 FL1984'THE AZIMUTH MARK, STAMPED LIBERTY 1951, IS A BRONZE DISK
 FL1984'SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 FL1984'IS 20 FEET EAST OF THE CENTER OF A DIRT ROAD.  2 FEET SOUTHEAST
 FL1984'OF A WHITE WITNESS POST.  2 FEET SOUTH OF AN EAST-WEST FENCE
 FL1984'LINE AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 FL1984'
 FL1984'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN
 FL1984'INTERSECTION IN MC LEAN GO EASTERLY ON U.S. HIGHWAY 66 FOR
 FL1984'3.7 MILES TO THE WHEELER-GRAY COUNTY LINE AND A DIRT CROSSROAD.
 FL1984'TURN RIGHT, SOUTH AND GO 3.1 MILES TO A T INTERSECTION.  TURN
 FL1984'LEFT, EAST, 1.0 MILE TO A T ROAD RIGHT, SOUTH.  TURN RIGHT
 FL1984'AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FL1984'SOUTH FOR 0.8 MILE TO A WIRE GATE ON THE LEFT, EAST.  PASS
 FL1984'THROUGH GATE AND FOLLOW THE TRACK ROAD EAST AND NORTHEAST
 FL1984'FOR 0.35 MILE TO THE TOP OF THE RIDGE.  TURN LEFT, NORTH,
 FL1984'LEAVING THE TRACK ROAD AND GO 0.15 MILE TO THE NORTHERN END
 FL1984'OF THE RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1040 ***********************************************************************
 GK1040  DESIGNATION -  LIBERTY
 GK1040  PID         -  GK1040
 GK1040  STATE/COUNTY-  TX/LIPSCOMB
 GK1040  USGS QUAD   -  BARTON CREEK (1973)
 GK1040
 GK1040                         *CURRENT SURVEY CONTROL
 GK1040  ___________________________________________________________________
 GK1040* NAD 83(1993)-  36 06 49.20714(N)    100 31 47.25416(W)     ADJUSTED  
 GK1040* NAVD 88     -       881.84   (+/-2cm)    2893.2    (feet)  VERTCON   
 GK1040  ___________________________________________________________________
 GK1040  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 GK1040  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GK1040
 GK1040  HORZ ORDER  -  FIRST
 GK1040  VERT ORDER  -  THIRD ? (See Below)
 GK1040
 GK1040.The horizontal coordinates were established by classical geodetic methods
 GK1040.and adjusted by the National Geodetic Survey in February 1996..
 GK1040
 GK1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1040.The vertical order pertains to the NGVD 29 superseded value.
 GK1040
 GK1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1040
 GK1040.The geoid height was determined by GEOID03.
 GK1040
 GK1040;                    North         East     Units Scale Factor Converg.
 GK1040;SPC TX N     - 1,234,919.416   287,348.993   MT  0.99998449   +0 33 44.2
 GK1040;SPC TX N     - 4,051,564.78    942,744.15   sFT  0.99998449   +0 33 44.2
 GK1040;UTM  14      - 3,997,639.575   362,316.503   MT  0.99983358   -0 54 06.4
 GK1040
 GK1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1040!SPC TX N     -   0.99986600  x   0.99998449  =   0.99985049
 GK1040!UTM  14      -   0.99986600  x   0.99983358  =   0.99969960
 GK1040
 GK1040|---------------------------------------------------------------------|
 GK1040| PID    Reference Object                     Distance      Geod. Az  |
 GK1040|                                                           dddmmss.s |
 GK1040| CK9273 LIBERTY RM 1                         18.906 METERS 08556     |
 GK1040| GK1042 LIBERTY 2 AZ MK                     APPROX. 0.7 KM 1785351.3 |
 GK1040| GK1043 LIBERTY AZ MK                       APPROX. 0.7 KM 1791756.7 |
 GK1040| CK9274 LIBERTY RM 2                         17.682 METERS 18359     |
 GK1040| GK1041 LIBERTY 2                             7.225 METERS 27027     |
 GK1040|---------------------------------------------------------------------|
 GK1040
 GK1040                          SUPERSEDED SURVEY CONTROL
 GK1040
 GK1040  NAD 83(1993)-  36 06 49.20744(N)    100 31 47.25410(W) AD(       ) 1
 GK1040  NAD 83(1986)-  36 06 49.21346(N)    100 31 47.24252(W) AD(       ) 1
 GK1040  NAD 27      -  36 06 49.07500(N)    100 31 45.74100(W) AD(       ) 1
 GK1040  NGVD 29 (07/19/86)  881.48   (m)         2892.0    (f) LEVELING    3  
 GK1040
 GK1040.Superseded values are not recommended for survey control.
 GK1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1040.See file dsdata.txt to determine how the superseded data were derived.
 GK1040
 GK1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6231797640(NAD 83)
 GK1040_MARKER: DS = TRIANGULATION STATION DISK
 GK1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1040
 GK1040  HISTORY     - Date     Condition        Report By
 GK1040  HISTORY     - 1952     MONUMENTED       CGS
 GK1040  HISTORY     - 1957     SEE DESCRIPTION  CGS
 GK1040
 GK1040                          STATION DESCRIPTION
 GK1040
 GK1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK1040'THE STATION IS APPROXIMATELY 23 MILES AIR LINE SOUTH OF BOOKER.
 GK1040'16-1/2 MILES NORTHWEST OF CANADIAN.  10 MILES NORTH OF THE
 GK1040'CANADIAN RIVER.  2 MILES WEST OF THE LIBERTY SCHOOL HOUSE.  2
 GK1040'MILES NORTH OF U.S. HIGHWAY 83.  1/2 MILE EAST OF THE
 GK1040'OCHILTREE-LIPSCOMB COUNTY LINE AND 85 YARDS SOUTH OF AN
 GK1040'EAST-WEST POWER LINE AND A T INTERSECTION.
 GK1040'
 GK1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 GK1040'AND U.S. HIGHWAY 60, WHICH IS 2-1/4 MILES NORTHEAST OF
 GK1040'CANADIAN, GO NORTHWESTERLY ON U.S. HIGHWAY 83 FOR 15.5 MILES
 GK1040'TO THE OCHILTREE-LIPSCOMB COUNTY LINE.  CONTINUE NORTHWESTERLY
 GK1040'ON U.S. HIGHWAY 83 FOR 1.4 MILES TO A DIAGONAL CROSSROAD AND
 GK1040'FARM BUILDINGS ON EITHER SIDE OF THE HIGHWAY.  TURN SHARP
 GK1040'RIGHT AND GO EAST ON THE GRADED DIRT ROAD 1.9 MILES TO A
 GK1040'T INTERSECTION.  TURN LEFT, NORTH, AND GO 0.6 MILE TO THE
 GK1040'AZIMUTH MARK ON THE RIGHT, 10 YARDS EAST OF THE CENTER OF THE
 GK1040'ROAD.  CONTINUE NORTH ON THE DIRT ROAD FOR 0.35 MILE TO THE
 GK1040'STATION ON THE LEFT, ABOUT 80 YARDS SOUTH OF A T ROAD RIGHT.
 GK1040'
 GK1040'THE STATION MARK, STAMPED LIBERTY 1952, IS A BRONZE DISK SET
 GK1040'IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 GK1040'20 YARDS WEST OF A NORTH-SOUTH POWER LINE.  8 YARDS WEST OF
 GK1040'THE CENTER OF THE DIRT ROAD.  6 FEET EAST OF A TELEPHONE
 GK1040'POLE AND 5 FEET EAST OF A WHITE WITNESS POST.
 GK1040'
 GK1040'REFERENCE MARK NO. 1, STAMPED LIBERTY NO 1 1952, IS A BRONZE
 GK1040'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.
 GK1040'IT IS 10 YARDS EAST OF THE CENTER OF THE ROAD AND 3 FEET WEST
 GK1040'OF THE NORTH-SOUTH POWER LINE.
 GK1040'
 GK1040'REFERENCE MARK NO. 2, STAMPED LIBERTY NO 2 1952, IS A BRONZE
 GK1040'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 GK1040'IS 9 YARDS WEST OF THE CENTER OF THE DIRT ROAD AND 3 FEET
 GK1040'EAST OF A FENCE LINE.
 GK1040'
 GK1040'THE AZIMUTH MARK, STAMPED LIBERTY 1952, IS A BRONZE DISK SET
 GK1040'IN A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 6 FEET
 GK1040'WEST OF A POWER LINE POLE AND 2 FEET WEST OF A WHITE WITNESS
 GK1040'POST.
 GK1040
 GK1040                          STATION RECOVERY (1957)
 GK1040
 GK1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 GK1040'THIS STATION, THE AZIMUTH MARK AND TWO REFERENCE MARKS WERE
 GK1040'FOUND AS DESCRIBED.  ALL FOUR MARKS WERE DESTROYED AFTER
 GK1040'LIBERTY 2 1957 WAS ESTABLISHED IN THE NEAR VICINITY, TO CLEAR
 GK1040'NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2143 ***********************************************************************
 BL2143  DESIGNATION -  LIBERTY 1935 RM 1
 BL2143  PID         -  BL2143
 BL2143  STATE/COUNTY-  TX/POLK
 BL2143  USGS QUAD   -  SEGNO (1984)
 BL2143
 BL2143                         *CURRENT SURVEY CONTROL
 BL2143  ___________________________________________________________________
 BL2143* NAD 83(1993)-  30 34 27.04812(N)    094 43 35.24446(W)     ADJUSTED  
 BL2143* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BL2143  ___________________________________________________________________
 BL2143  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BL2143  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2143
 BL2143  HORZ ORDER  -  SECOND
 BL2143
 BL2143.The horizontal coordinates were established by classical geodetic methods
 BL2143.and adjusted by the National Geodetic Survey in February 1996..
 BL2143
 BL2143.The orthometric height was scaled from a topographic map.
 BL2143
 BL2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2143
 BL2143.The geoid height was determined by GEOID03.
 BL2143
 BL2143;                    North         East     Units Scale Factor Converg.
 BL2143;SPC TX C     - 3,114,153.238 1,237,568.809   MT  0.99990936   +2 53 16.3
 BL2143;SPC TX C     -10,217,017.75  4,060,257.00   sFT  0.99990936   +2 53 16.3
 BL2143;UTM  15      - 3,383,680.928   334,441.970   MT  0.99993814   -0 52 42.1
 BL2143
 BL2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2143!SPC TX C     -   0.99999302  x   0.99990936  =   0.99990238
 BL2143!UTM  15      -   0.99999302  x   0.99993814  =   0.99993116
 BL2143
 BL2143                          SUPERSEDED SURVEY CONTROL
 BL2143
 BL2143  NAD 83(1986)-  30 34 27.06191(N)    094 43 35.23186(W) AD(       ) 2
 BL2143  NAD 27      -  30 34 26.32500(N)    094 43 34.49200(W) AD(       ) 2
 BL2143
 BL2143.Superseded values are not recommended for survey control.
 BL2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2143.See file dsdata.txt to determine how the superseded data were derived.
 BL2143
 BL2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3444283681(NAD 83)
 BL2143_MARKER: DS = TRIANGULATION STATION DISK
 BL2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2143+STABILITY: SURFACE MOTION
 BL2143
 BL2143  HISTORY     - Date     Condition        Report By
 BL2143  HISTORY     - 1935     MONUMENTED       CGS
 BL2143
 BL2143                          STATION DESCRIPTION
 BL2143
 BL2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL2143'STATION IS LOCATED
 BL2143'DIRECTLY UNDER THE CENTER BOLT IN THE ROOF OF THE LIBERTY
 BL2143'HILL LOOKOUT TOWER.  IT WAS IMPOSSIBLE TO MEASURE TO THE MARK
 BL2143'FROM THE STATION BECAUSE OF DENSE TIMBER AND THE 1935
 BL2143'MEASUREMENTS WERE ACCEPTED AS CORRECT.  IT PROJECTS 3 INCHES AND
 BL2143'IS STAMPED LIBERTY NO 1 1935.
 BL2143'
 BL2143'TO REACH THE STATION FROM THE POST OFFICE IN LIBERTY, GO
 BL2143'NORTH ON STATE ROUTE NO. 146 FOR 27.0 MILES TO THE SMALL
 BL2143'VILLAGE OF RYE AND THE RYE POST OFFICE ON THE RIGHT.  CONTINUE
 BL2143'NORTH ON STATE ROUTE NO. 146 FOR 11.4 MILES TO A T ROAD RIGHT,
 BL2143'TURN RIGHT AND GO EAST ON FARM ROAD NO. 943 FOR 6.35 MILES
 BL2143'TO THE LIBERTY HILL LOOKOUT TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1041 ***********************************************************************
 GK1041  DESIGNATION -  LIBERTY 2
 GK1041  PID         -  GK1041
 GK1041  STATE/COUNTY-  TX/LIPSCOMB
 GK1041  USGS QUAD   -  BARTON CREEK (1973)
 GK1041
 GK1041                         *CURRENT SURVEY CONTROL
 GK1041  ___________________________________________________________________
 GK1041* NAD 83(1993)-  36 06 49.20896(N)    100 31 47.54304(W)     ADJUSTED  
 GK1041* NAVD 88     -       881.95   (+/-2cm)    2893.5    (feet)  VERTCON   
 GK1041  ___________________________________________________________________
 GK1041  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 GK1041  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GK1041
 GK1041  HORZ ORDER  -  SECOND
 GK1041  VERT ORDER  -  THIRD ? (See Below)
 GK1041
 GK1041.The horizontal coordinates were established by classical geodetic methods
 GK1041.and adjusted by the National Geodetic Survey in February 1996..
 GK1041.No horizontal observational check was made to the station.
 GK1041
 GK1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1041.The vertical order pertains to the NGVD 29 superseded value.
 GK1041
 GK1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1041
 GK1041.The geoid height was determined by GEOID03.
 GK1041
 GK1041;                    North         East     Units Scale Factor Converg.
 GK1041;SPC TX N     - 1,234,919.401   287,341.768   MT  0.99998449   +0 33 44.0
 GK1041;SPC TX N     - 4,051,564.73    942,720.45   sFT  0.99998449   +0 33 44.0
 GK1041;UTM  14      - 3,997,639.745   362,309.281   MT  0.99983360   -0 54 06.6
 GK1041
 GK1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1041!SPC TX N     -   0.99986598  x   0.99998449  =   0.99985047
 GK1041!UTM  14      -   0.99986598  x   0.99983360  =   0.99969960
 GK1041
 GK1041|---------------------------------------------------------------------|
 GK1041| PID    Reference Object                     Distance      Geod. Az  |
 GK1041|                                                           dddmmss.s |
 GK1041| GK1040 LIBERTY                               7.225 METERS 09027     |
 GK1041| CK9275 LIBERTY 2 RM 1                       30.640 METERS 09519     |
 GK1041| GK1042 LIBERTY 2 AZ MK                     APPROX. 0.7 KM 1781547.6 |
 GK1041| GK1043 LIBERTY AZ MK                       APPROX. 0.7 KM 1783954.8 |
 GK1041| CK9276 LIBERTY 2 RM 2                       20.125 METERS 18101     |
 GK1041|---------------------------------------------------------------------|
 GK1041
 GK1041                          SUPERSEDED SURVEY CONTROL
 GK1041
 GK1041  NAD 83(1993)-  36 06 49.20926(N)    100 31 47.54298(W) AD(       ) 2
 GK1041  NAD 83(1986)-  36 06 49.21528(N)    100 31 47.53140(W) AD(       ) 2
 GK1041  NAD 27      -  36 06 49.07700(N)    100 31 46.03000(W) AD(       ) 2
 GK1041  NGVD 29 (07/19/86)  881.59   (m)         2892.3    (f) LEVELING    3  
 GK1041
 GK1041.Superseded values are not recommended for survey control.
 GK1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1041.See file dsdata.txt to determine how the superseded data were derived.
 GK1041
 GK1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6230997640(NAD 83)
 GK1041_MARKER: DS = TRIANGULATION STATION DISK
 GK1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1041
 GK1041  HISTORY     - Date     Condition        Report By
 GK1041  HISTORY     - 1957     MONUMENTED       CGS
 GK1041
 GK1041                          STATION DESCRIPTION
 GK1041
 GK1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (PT)
 GK1041'THE STATION IS ABOUT 16 MILES AIRLINE NORTHWEST OF CANADIAN
 GK1041'AND 1/2 MILE EAST OF THE LIPSCOMB-OCHILTREE COUNTY LINE AND
 GK1041'ABOUT 2 MILES NORTH ALONG THE WEST SIDE OF A SECTION LINE
 GK1041'ROAD FROM ITS INTERSECTION WITH U.S. HIGHWAY NO. 83.  IT
 GK1041'IS ABOUT 85 YARDS SOUTH OF THE JUNCTION OF A T ROAD LEADING
 GK1041'EAST IN THE WEST RIGHT-OF-WAY FENCE LINE OF THE NORTH SOUTH
 GK1041'ROAD WHICH IS F.M. NO. 1265.  THE STATION IS MARKED WITH
 GK1041'BRONZE DISK STAMPED LIBERTY 2 1957 IN A CONCRETE POST
 GK1041'PROJECTING 4 INCHES AND IT IS 3 FEET SOUTH OF A 4 X 4 POST.
 GK1041'
 GK1041'TO REACH FROM CANADIAN--GO NORTH FROM THE MAIN STREET INTERSECTION
 GK1041'ON U.S. HIGHWAY NO. 83, 2.2 MILES TO THE JUNCTION OF 83 AND
 GK1041'60.  BEAR LEFT ON NO. 83 AND GO NORTHWEST 15.0 MILES TO
 GK1041'F.M. HIGHWAY NO. 1265.  TURN RIGHT AND GO NORTH ON THE F.M.,
 GK1041'2.0 MILES TO THE STATION ON THE LEFT.
 GK1041'
 GK1041'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LIBERTY 2
 GK1041'NO. 1 1957 IN A CONCRETE POST PROJECTING 4 INCHES, IN THE
 GK1041'EAST RIGHT-OF-WAY FENCE LINE AND IS 2 FEET SOUTH OF A 4 X 4
 GK1041'POST.
 GK1041'
 GK1041'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LIBERTY 2
 GK1041'NO. 2 1957 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES, IN
 GK1041'THE WEST RIGHT-OF-WAY FENCE AND IS 2 FEET NORTH OF A 4 X 4
 GK1041'POST.
 GK1041'
 GK1041'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LIBERTY 2 1957
 GK1041'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES, 3 FEET NORTH
 GK1041'OF A POWER POLE AND IN THE EAST RIGHT-OF-WAY FENCE LINE OF
 GK1041'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3612 ***********************************************************************
 DH3612  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3612  DESIGNATION -  LIBERTY CORS ARP
 DH3612  CORS_ID     -  TXLI
 DH3612  PID         -  DH3612
 DH3612  STATE/COUNTY-  TX/LIBERTY
 DH3612  USGS QUAD   -  LIBERTY (1984)
 DH3612
 DH3612                         *CURRENT SURVEY CONTROL
 DH3612  ___________________________________________________________________
 DH3612* NAD 83(CORS)-  30 03 21.18092(N)    094 46 15.67967(W)     ADJUSTED  
 DH3612* NAVD 88     -                                                        
 DH3612  ___________________________________________________________________
 DH3612  EPOCH DATE  -        2002.00
 DH3612  X           -    -459,547.825 (meters)                     COMP
 DH3612  Y           -  -5,506,003.765 (meters)                     COMP
 DH3612  Z           -   3,175,732.221 (meters)                     COMP
 DH3612  ELLIP HEIGHT-          -9.80  (meters)          (06/??/05) GPS OBS
 DH3612  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DH3612
 DH3612  HORZ ORDER  -  SPECIAL (CORS)
 DH3612  ELLP ORDER  -  SPECIAL (CORS)
 DH3612
 DH3612.ITRF positions are available for this station.
 DH3612.The coordinates were established by GPS observations
 DH3612.and adjusted by the National Geodetic Survey in June 2005..
 DH3612.The coordinates are valid at the epoch date displayed above.
 DH3612.The epoch date for horizontal control is a decimal equivalence
 DH3612.of Year/Month/Day.
 DH3612
 DH3612
 DH3612.The PID for the CORS L1 Phase Center is DH3613.
 DH3612
 DH3612.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3612
 DH3612.The ellipsoidal height was determined by GPS observations
 DH3612.and is referenced to NAD 83.
 DH3612
 DH3612.The geoid height was determined by GEOID03.
 DH3612
 DH3612;                    North         East     Units Scale Factor Converg.
 DH3612;SPC TX C     - 3,056,555.862 1,236,171.274   MT  1.00001678   +2 51 53.7
 DH3612;SPC TX C     -10,028,050.36  4,055,671.92   sFT  1.00001678   +2 51 53.7
 DH3612
 DH3612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3612!SPC TX C     -   1.00000154  x   1.00001678  =   1.00001832
 DH3612
 DH3612                          SUPERSEDED SURVEY CONTROL
 DH3612
 DH3612.No superseded survey control is available for this station.
 DH3612
 DH3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP2927126300(NAD 83)
 DH3612_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3612
 DH3612                          STATION DESCRIPTION
 DH3612
 DH3612'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3612'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3612'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3612'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3612'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3612'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3613 ***********************************************************************
 DH3613  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3613  DESIGNATION -  LIBERTY CORS L1 PHASE CENTER
 DH3613  CORS_ID     -  TXLI
 DH3613  PID         -  DH3613
 DH3613  STATE/COUNTY-  TX/LIBERTY
 DH3613  USGS QUAD   -  LIBERTY (1984)
 DH3613
 DH3613                         *CURRENT SURVEY CONTROL
 DH3613  ___________________________________________________________________
 DH3613* NAD 83(CORS)-  30 03 21.18093(N)    094 46 15.67965(W)     ADJUSTED  
 DH3613* NAVD 88     -                                                        
 DH3613  ___________________________________________________________________
 DH3613  EPOCH DATE  -        2002.00
 DH3613  X           -    -459,547.829 (meters)                     COMP
 DH3613  Y           -  -5,506,003.825 (meters)                     COMP
 DH3613  Z           -   3,175,732.256 (meters)                     COMP
 DH3613  ELLIP HEIGHT-          -9.73  (meters)          (06/??/05) GPS OBS
 DH3613  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DH3613
 DH3613  HORZ ORDER  -  SPECIAL (CORS)
 DH3613  ELLP ORDER  -  SPECIAL (CORS)
 DH3613
 DH3613.ITRF positions are available for this station.
 DH3613.The coordinates were established by GPS observations
 DH3613.and adjusted by the National Geodetic Survey in June 2005..
 DH3613.The coordinates are valid at the epoch date displayed above.
 DH3613.The epoch date for horizontal control is a decimal equivalence
 DH3613.of Year/Month/Day.
 DH3613
 DH3613
 DH3613.The PID for the CORS ARP is DH3612.
 DH3613
 DH3613.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3613
 DH3613.The ellipsoidal height was determined by GPS observations
 DH3613.and is referenced to NAD 83.
 DH3613
 DH3613.The geoid height was determined by GEOID03.
 DH3613
 DH3613;                    North         East     Units Scale Factor Converg.
 DH3613;SPC TX C     - 3,056,555.863 1,236,171.274   MT  1.00001678   +2 51 53.7
 DH3613;SPC TX C     -10,028,050.36  4,055,671.92   sFT  1.00001678   +2 51 53.7
 DH3613
 DH3613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3613!SPC TX C     -   1.00000153  x   1.00001678  =   1.00001831
 DH3613
 DH3613                          SUPERSEDED SURVEY CONTROL
 DH3613
 DH3613.No superseded survey control is available for this station.
 DH3613
 DH3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP2927126300(NAD 83)
 DH3613_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3613
 DH3613                          STATION DESCRIPTION
 DH3613
 DH3613'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3613'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3613'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3613'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3613'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3613'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2172 ***********************************************************************
 BL2172  DESIGNATION -  LIBERTY HILL LOOKOUT TOWER
 BL2172  PID         -  BL2172
 BL2172  STATE/COUNTY-  TX/SAN JACINTO
 BL2172  USGS QUAD   -  COLDSPRING (1997)
 BL2172
 BL2172                         *CURRENT SURVEY CONTROL
 BL2172  ___________________________________________________________________
 BL2172* NAD 83(1993)-  30 31 05.47345(N)    095 08 41.73111(W)     ADJUSTED  
 BL2172* NAVD 88     -                                                        
 BL2172  ___________________________________________________________________
 BL2172  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BL2172  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL2172
 BL2172  HORZ ORDER  -  THIRD
 BL2172
 BL2172.The horizontal coordinates were established by classical geodetic methods
 BL2172.and adjusted by the National Geodetic Survey in February 1996..
 BL2172
 BL2172
 BL2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2172
 BL2172.The geoid height was determined by GEOID03.
 BL2172
 BL2172;                    North         East     Units Scale Factor Converg.
 BL2172;SPC TX C     - 3,106,006.225 1,197,767.095   MT  0.99991707   +2 40 20.4
 BL2172;SPC TX C     -10,190,288.76  3,929,674.21   sFT  0.99991707   +2 40 20.4
 BL2172;UTM  15      - 3,378,163.823   294,186.686   MT  1.00012258   -1 05 22.6
 BL2172
 BL2172                          SUPERSEDED SURVEY CONTROL
 BL2172
 BL2172  NAD 83(1986)-  30 31 05.48570(N)    095 08 41.71657(W) AD(       ) 4
 BL2172  NAD 27      -  30 31 04.74807(N)    095 08 40.93932(W) AD(       ) 3
 BL2172
 BL2172.Superseded values are not recommended for survey control.
 BL2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2172.See file dsdata.txt to determine how the superseded data were derived.
 BL2172
 BL2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9418778164(NAD 83)
 BL2172_MARKER: 57 = LOOKOUT TOWER
 BL2172
 BL2172  HISTORY     - Date     Condition        Report By
 BL2172  HISTORY     - 1942     FIRST OBSERVED   CGS
 BL2172  HISTORY     - 1952     GOOD             CGS
 BL2172
 BL2172                          STATION DESCRIPTION
 BL2172
 BL2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2172'THIS INTERSECTION STATION IS IN THE SAM HOUSTON NATIONAL
 BL2172'FOREST, 5-1/2 MILES S BY W OF COLDSPRING AND 43 PACES W
 BL2172'OF THE CLEVELAND-COLDSPRING ROAD.  TOWER IS OF STEEL CONSTRUCTION.
 BL2172'IT WAS BUILT IN 1938 AND IS ABOUT 110 FEET HIGH.  THE POINT
 BL2172'LOCATED WAS THE CENTER OF THE TOP OF THE PYRAMIDAL ROOF.
 BL2172
 BL2172                          STATION RECOVERY (1952)
 BL2172
 BL2172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2172'THE STATION IS LOCATED ABOUT 14 MILES NORTH OF CLEVELAND, AND
 BL2172'ABOUT 5.5 MILES SOUTHWEST OF COLDSPRING IN THE SAM HOUSTON
 BL2172'STATE FOREST.  IT IS A 4-LEGGED STEEL STRUCTURE SET IN A CONCRETE
 BL2172'BASE SUPPORTING THE CAB PROPER.  IT HAS AN OVERALL HEIGHT
 BL2172'OF 100 FEET.  THE APEX OF THE CAB WAS THE POINT OBSERVED.
 BL2172'
 BL2172'TO REACH THE STATION FROM THE POST OFFICE IN COLDSPRING GO
 BL2172'SOUTHWEST ON STATE HIGHWAY 150 FOR 1.8 MILES TO A T ROAD
 BL2172'LEFT AND THE SIGN SAM HOUSTON STATE FOREST, TURN LEFT AND
 BL2172'FOLLOW SAM HOUSTON STATE FOREST ROAD 216 SOUTH FOR 3.6 MILES
 BL2172'TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2173 ***********************************************************************
 BL2173  DESIGNATION -  LIBERTY HILL LOT 1966
 BL2173  PID         -  BL2173
 BL2173  STATE/COUNTY-  TX/SAN JACINTO
 BL2173  USGS QUAD   -  COLDSPRING (1997)
 BL2173
 BL2173                         *CURRENT SURVEY CONTROL
 BL2173  ___________________________________________________________________
 BL2173* NAD 83(1993)-  30 31 05.08381(N)    095 08 41.71621(W)     ADJUSTED  
 BL2173* NAVD 88     -                                                        
 BL2173  ___________________________________________________________________
 BL2173  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BL2173  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL2173
 BL2173  HORZ ORDER  -  THIRD
 BL2173
 BL2173.The horizontal coordinates were established by classical geodetic methods
 BL2173.and adjusted by the National Geodetic Survey in February 1996..
 BL2173.No horizontal observational check was made to the station.
 BL2173
 BL2173
 BL2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2173
 BL2173.The geoid height was determined by GEOID03.
 BL2173
 BL2173;                    North         East     Units Scale Factor Converg.
 BL2173;SPC TX C     - 3,105,994.258 1,197,768.051   MT  0.99991708   +2 40 20.4
 BL2173;SPC TX C     -10,190,249.49  3,929,677.35   sFT  0.99991708   +2 40 20.4
 BL2173;UTM  15      - 3,378,151.817   294,186.855   MT  1.00012258   -1 05 22.5
 BL2173
 BL2173                          SUPERSEDED SURVEY CONTROL
 BL2173
 BL2173  NAD 83(1986)-  30 31 05.09573(N)    095 08 41.70160(W) AD(       ) 4
 BL2173  NAD 27      -  30 31 04.37281(N)    095 08 40.93364(W) AD(       ) 3
 BL2173
 BL2173.Superseded values are not recommended for survey control.
 BL2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2173.See file dsdata.txt to determine how the superseded data were derived.
 BL2173
 BL2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9418778152(NAD 83)
 BL2173_MARKER: 57 = LOOKOUT TOWER
 BL2173
 BL2173  HISTORY     - Date     Condition        Report By
 BL2173  HISTORY     - 1966     FIRST OBSERVED   CGS
 BL2173
 BL2173                          STATION DESCRIPTION
 BL2173
 BL2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2173'THE APEX OF THE PYRAMIDAL ROOF OF THE LIBERTY HILL LOOKOUT
 BL2173'TOWER.  IT IS A 4 LEGGED STEEL STRUCTURE SET IN A CONCRETE
 BL2173'BASE SUPPORTING THE CAB PROPER, IT HAS AN OVERALL HEIGHT OF
 BL2173'100 FEET.  THE STATION IS LOCATED ABOUT 14 MILES NORTH OF
 BL2173'CLEVELAND, 5.5 MILES SOUTHWEST OF COLDSPRING AND IN THE SAM
 BL2173'HOUSTON NATIONAL FOREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2120 ***********************************************************************
 BL2120  DESIGNATION -  LIBERTY MUNICIPAL TANK
 BL2120  PID         -  BL2120
 BL2120  STATE/COUNTY-  TX/LIBERTY
 BL2120  USGS QUAD   -  LIBERTY (1984)
 BL2120
 BL2120                         *CURRENT SURVEY CONTROL
 BL2120  ___________________________________________________________________
 BL2120* NAD 83(1993)-  30 03 25.55475(N)    094 47 35.82979(W)     ADJUSTED  
 BL2120* NAVD 88     -                                                        
 BL2120  ___________________________________________________________________
 BL2120  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BL2120  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL2120
 BL2120  HORZ ORDER  -  THIRD
 BL2120
 BL2120.The horizontal coordinates were established by classical geodetic methods
 BL2120.and adjusted by the National Geodetic Survey in February 1996..
 BL2120
 BL2120
 BL2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2120
 BL2120.The geoid height was determined by GEOID03.
 BL2120
 BL2120;                    North         East     Units Scale Factor Converg.
 BL2120;SPC TX C     - 3,056,583.284 1,234,020.247   MT  1.00001643   +2 51 12.4
 BL2120;SPC TX C     -10,028,140.32  4,048,614.76   sFT  1.00001643   +2 51 12.4
 BL2120;SPC TXSC     - 4,253,752.683 1,005,546.821   MT  0.99994248   +2 03 39.3
 BL2120;SPC TXSC     -13,955,853.59  3,299,031.53   sFT  0.99994248   +2 03 39.3
 BL2120;UTM  15      - 3,326,467.654   327,126.641   MT  0.99996872   -0 53 54.3
 BL2120
 BL2120                          SUPERSEDED SURVEY CONTROL
 BL2120
 BL2120  NAD 83(1986)-  30 03 25.57112(N)    094 47 35.81306(W) AD(       ) 4
 BL2120  NAD 27      -  30 03 24.79692(N)    094 47 35.09038(W) AD(       ) 3
 BL2120
 BL2120.Superseded values are not recommended for survey control.
 BL2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2120.See file dsdata.txt to determine how the superseded data were derived.
 BL2120
 BL2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP2712726468(NAD 83)
 BL2120_MARKER: 53 = ELEVATED TANK
 BL2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL2120+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 BL2120
 BL2120  HISTORY     - Date     Condition        Report By
 BL2120  HISTORY     - 1951     FIRST OBSERVED   CGS
 BL2120  HISTORY     - 1985     GOOD             USPSQD
 BL2120  HISTORY     - 19950909 GOOD             USPSQD
 BL2120  HISTORY     - 20031004 GOOD             USPSQD
 BL2120  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL2120
 BL2120                          STATION DESCRIPTION
 BL2120
 BL2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2120'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF LIBERTY.
 BL2120'IT IS 120.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 90.
 BL2120'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 BL2120'THE OVERALL HEIGHT IS ABOUT 135.0 FEET.  IT HAS A CONICAL
 BL2120'SHAPED ROOF WITH A BALL AT THE APEX.
 BL2120'
 BL2120'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 BL2120
 BL2120                          STATION RECOVERY (1985)
 BL2120
 BL2120'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJB)
 BL2120'STATION FOUND GOOD.
 BL2120'
 BL2120'WATER TANK STILL STANDING.  APPEARS TO BE IN GOOD CONDITION.
 BL2120
 BL2120                          STATION RECOVERY (1995)
 BL2120
 BL2120'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2120'RECOVERED IN GOOD CONDITION.
 BL2120
 BL2120                          STATION RECOVERY (2003)
 BL2120
 BL2120'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL2120'RECOVERED IN GOOD CONDITION.
 BL2120
 BL2120                          STATION RECOVERY (2005)
 BL2120
 BL2120'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL2120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2119 ***********************************************************************
 BL2119  DESIGNATION -  LIBERTY SUN PIPELINE RAD MAST
 BL2119  PID         -  BL2119
 BL2119  STATE/COUNTY-  TX/LIBERTY
 BL2119  USGS QUAD   -  LIBERTY (1984)
 BL2119
 BL2119                         *CURRENT SURVEY CONTROL
 BL2119  ___________________________________________________________________
 BL2119* NAD 83(1993)-  30 04 18.11200(N)    094 47 01.19129(W)     ADJUSTED  
 BL2119* NAVD 88     -                                                        
 BL2119  ___________________________________________________________________
 BL2119  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BL2119  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL2119
 BL2119  HORZ ORDER  -  THIRD
 BL2119
 BL2119.The horizontal coordinates were established by classical geodetic methods
 BL2119.and adjusted by the National Geodetic Survey in February 1996..
 BL2119
 BL2119
 BL2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2119
 BL2119.The geoid height was determined by GEOID03.
 BL2119
 BL2119;                    North         East     Units Scale Factor Converg.
 BL2119;SPC TX C     - 3,058,245.901 1,234,866.244   MT  1.00001231   +2 51 30.3
 BL2119;SPC TX C     -10,033,595.09  4,051,390.34   sFT  1.00001231   +2 51 30.3
 BL2119;UTM  15      - 3,328,071.269   328,079.581   MT  0.99996466   -0 53 38.3
 BL2119
 BL2119                          SUPERSEDED SURVEY CONTROL
 BL2119
 BL2119  NAD 83(1986)-  30 04 18.12835(N)    094 47 01.17466(W) AD(       ) 4
 BL2119  NAD 27      -  30 04 17.35697(N)    094 47 00.45704(W) AD(       ) 3
 BL2119
 BL2119.Superseded values are not recommended for survey control.
 BL2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2119.See file dsdata.txt to determine how the superseded data were derived.
 BL2119
 BL2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP2808028071(NAD 83)
 BL2119_MARKER: 42 = RADIO/TV MAST
 BL2119
 BL2119  HISTORY     - Date     Condition        Report By
 BL2119  HISTORY     - 1951     FIRST OBSERVED   CGS
 BL2119  HISTORY     - 19960815 GOOD             USPSQD
 BL2119
 BL2119                          STATION DESCRIPTION
 BL2119
 BL2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2119'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF LIBERTY
 BL2119'AND ABOUT 0.1 MILE EAST OF STATE HIGHWAY 146.  IT IS 5.0
 BL2119'FEET WEST OF THE WEST EDGE OF A SMALL WHITE BUILDING.  IT
 BL2119'IS A SELF SUPPORTING TUBULAR STEEL STRUCTURE WITH A RED LIGHT
 BL2119'AND A SMALL ANTENNA AT THE TOP.  THE OVERALL HEIGHT IS 210.0
 BL2119'FEET.
 BL2119'
 BL2119'THE LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
 BL2119
 BL2119                          STATION RECOVERY (1996)
 BL2119
 BL2119'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2326 ***********************************************************************
 BL2326  PACS        -  This is a Primary Airport Control Station.
 BL2326  DESIGNATION -  LIBPORT
 BL2326  PID         -  BL2326
 BL2326  STATE/COUNTY-  TX/LIBERTY
 BL2326  USGS QUAD   -  DAISETTA (1984)
 BL2326
 BL2326                         *CURRENT SURVEY CONTROL
 BL2326  ___________________________________________________________________
 BL2326* NAD 83(1993)-  30 04 37.14108(N)    094 41 51.65326(W)     ADJUSTED  
 BL2326* NAVD 88     -        20.40   (meters)      66.9    (feet)  GPS OBS   
 BL2326  ___________________________________________________________________
 BL2326  X           -    -452,403.786 (meters)                     COMP
 BL2326  Y           -  -5,505,421.912 (meters)                     COMP
 BL2326  Z           -   3,177,757.865 (meters)                     COMP
 BL2326  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BL2326  ELLIP HEIGHT-          -7.09  (meters)          (10/24/00) GPS OBS
 BL2326  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2326
 BL2326  HORZ ORDER  -  B
 BL2326  ELLP ORDER  -  FOURTH    CLASS II
 BL2326
 BL2326.This mark is at Liberty Muni (T78) Airport (T78)
 BL2326
 BL2326.The horizontal coordinates were established by GPS observations
 BL2326.and adjusted by the National Geodetic Survey in February 1996..
 BL2326
 BL2326.The orthometric height was determined by GPS observations and a
 BL2326.high-resolution geoid model.
 BL2326
 BL2326.GPS derived orthometric heights for airport stations designated as
 BL2326.PACS or SACS are published to 2 decimal places.  This maintains
 BL2326.centimeter relative accuracy between the PACS and SACS.  It does
 BL2326.not indicate centimeter accuracy relative to other marks which are
 BL2326.part of the NAVD 88 network.
 BL2326
 BL2326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2326
 BL2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2326
 BL2326.The ellipsoidal height was determined by GPS observations
 BL2326.and is referenced to NAD 83.
 BL2326
 BL2326.The geoid height was determined by GEOID03.
 BL2326
 BL2326;                    North         East     Units Scale Factor Converg.
 BL2326;SPC TX C     - 3,059,247.732 1,243,116.387   MT  1.00001083   +2 54 09.7
 BL2326;SPC TX C     -10,036,881.93  4,078,457.68   sFT  1.00001083   +2 54 09.7
 BL2326;UTM  15      - 3,328,530.899   336,377.074   MT  0.99993031   -0 51 03.6
 BL2326
 BL2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2326!SPC TX C     -   1.00000111  x   1.00001083  =   1.00001194
 BL2326!UTM  15      -   1.00000111  x   0.99993031  =   0.99993142
 BL2326
 BL2326:                Primary Azimuth Mark                     Grid Az
 BL2326:SPC TX C     -  T78 A                                    175 50 54.8
 BL2326:UTM  15      -  T78 A                                    179 36 08.1
 BL2326
 BL2326|---------------------------------------------------------------------|
 BL2326| PID    Reference Object                     Distance      Geod. Az  |
 BL2326|                                                           dddmmss.s |
 BL2326| AB9678 T78 A                               APPROX. 0.6 KM 1784504.5 |
 BL2326| BL2327 LIBPORT AZ MK                       APPROX. 0.7 KM 3431247.3 |
 BL2326|---------------------------------------------------------------------|
 BL2326
 BL2326                          SUPERSEDED SURVEY CONTROL
 BL2326
 BL2326  ELLIP H (02/20/96)   -6.94   (m)                       GP(       ) 3 2
 BL2326  NAD 83(1993)-  30 04 37.14205(N)    094 41 51.65292(W) AD(       ) 3
 BL2326  ELLIP H (02/16/96)   -7.01   (m)                       GP(       ) 5 1
 BL2326  ELLIP H (01/21/93)   -7.21   (m)                       GP(       ) 4 2
 BL2326  NAD 83(1986)-  30 04 37.15928(N)    094 41 51.63637(W) AD(       ) 3
 BL2326  NAD 27      -  30 04 36.39071(N)    094 41 50.92441(W) AD(       ) 3
 BL2326  NGVD 29 (12/08/88)   20.3    (m)           67.     (f) GPS OBS        
 BL2326
 BL2326.Superseded values are not recommended for survey control.
 BL2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2326.See file dsdata.txt to determine how the superseded data were derived.
 BL2326
 BL2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3637728531(NAD 83)
 BL2326_MARKER: I = METAL ROD
 BL2326_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2326_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2326_STAMPING: LIBPORT 1988
 BL2326_MARK LOGO: NGS   
 BL2326_PROJECTION: FLUSH
 BL2326_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2326+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1994
 BL2326_ROD/PIPE-DEPTH: 21.8 meters
 BL2326_SLEEVE-DEPTH  : 0.76 meters
 BL2326
 BL2326  HISTORY     - Date     Condition        Report By
 BL2326  HISTORY     - 1988     MONUMENTED       NGS
 BL2326  HISTORY     - 19941210 GOOD             NGS
 BL2326
 BL2326                          STATION DESCRIPTION
 BL2326
 BL2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BL2326'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF LIBERTY AT
 BL2326'THE LIBERTY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF LIBERTY, C/O BARRY
 BL2326'BROCK, 1827 SAM HOUSTON, LIBERTY TX 77575.  TELEPHONE NUMBER
 BL2326'409-336-3684.
 BL2326'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM
 BL2326'ROAD 770, IN RAYMOND.  GO NORTH ON FARM ROAD 770 FOR 4.6 KM (2.85 MI)
 BL2326'TO FARM ROAD 160 ON THE LEFT.  TURN LEFT AND GO WEST  FOR 4.3 KM
 BL2326'(2.65 MI) TO THE JUNCTION AT FARM ROAD 2830.  TURN RIGHT FOR 0.1 KM
 BL2326'(0.05 MI) TO THE ENTRANCE TO THE AIRPORT AND A GATE.  A KEY IS NEEDED
 BL2326'FOR THIS GATE.  PASS THROUGH THE GATE AND GO EAST ON THE TAXIWAY FOR
 BL2326'0.1 KM (0.05 MI) TO THE RUNWAY.  CONTINUE  ACROSS THE RUNWAY TO THE
 BL2326'MID FIELD CONNECTOR, THE FIRST CONNECTOR NORTH OF THE RUNWAY END AND
 BL2326'THE STATION ON THE LEFT.
 BL2326'THE MARK IS SET 14.9 M (48.9 FT) WEST OF THE CENTERLINE OF THE
 BL2326'TAXIWAY, 14.6 M (47.9 FT) NORTH OF THE CENTERLINE OF THE CONNECTOR,
 BL2326'5.4 M (17.7 FT) SOUTHWEST OF A TAXI LIGHT AND 5.5 M (18.0 FT)
 BL2326'NORTHEAST OF A TAXIWAY LIGHT.
 BL2326'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2326'DESCRIBED BY B.L.L.
 BL2326
 BL2326                          STATION RECOVERY (1994)
 BL2326
 BL2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 BL2326'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENTS.  TO REACH THE
 BL2326'STATION FROM JUNCTION FARM ROAD 160/2830, PROCEED NORTH ON 2830 FOR
 BL2326'0.19 MI (0.31 KM) TO AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT (WEST)
 BL2326'ON ENTRY ROAD AND PROCEED THROUGH GATE FOR 0.17 MI (0.27 KM) TO
 BL2326'TAXIWAY.  CROSS RUNWAY END 34 AND PROCEED ON TAXIWAY LEFT (NORTH) FOR
 BL2326'0.35 MI (0.56 KM) TO STATION ON THE LEFT NEAR MIDFIELD AND 10.0 FT
 BL2326'(3.0 M) EAST OF CARSONITE WITNESS POST.  FOR ACCESS TO AIRPORT,
 BL2326'CONTACT MR.  HARVEY JOINER, 1829 SAM HOUSTON, LIBERTY, TEXAS 77575,
 BL2326'PHONE (409) -336-3684 OR MR.  RANDY SNEIL, AIRPORT OPERATIONS, PHONE
 BL2326'(409) -336-7441....NOTE....THERE IS NO REQUIREMENT TO GET (KEY FOR
 BL2326'GATE) ....AIRPORT IS OPEN 7 DAYS A WEEK 8-5....  THIS IS A PAC
 BL2326'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2327 ***********************************************************************
 BL2327  SACS        -  This is a Secondary Airport Control Station.
 BL2327  DESIGNATION -  LIBPORT AZ MK
 BL2327  PID         -  BL2327
 BL2327  STATE/COUNTY-  TX/LIBERTY
 BL2327  USGS QUAD   -  DAISETTA (1984)
 BL2327
 BL2327                         *CURRENT SURVEY CONTROL
 BL2327  ___________________________________________________________________
 BL2327* NAD 83(1993)-  30 04 58.01807(N)    094 41 58.89501(W)     ADJUSTED  
 BL2327* NAVD 88     -        20.64   (meters)      67.7    (feet)  GPS OBS   
 BL2327  ___________________________________________________________________
 BL2327  X           -    -452,570.693 (meters)                     COMP
 BL2327  Y           -  -5,505,085.110 (meters)                     COMP
 BL2327  Z           -   3,178,314.268 (meters)                     COMP
 BL2327  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BL2327  ELLIP HEIGHT-          -6.85  (meters)          (01/23/01) GPS OBS
 BL2327  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2327
 BL2327  HORZ ORDER  -  FIRST
 BL2327  ELLP ORDER  -  FOURTH    CLASS II
 BL2327
 BL2327.This mark is at Liberty Muni (T78) Airport (T78)
 BL2327
 BL2327.The horizontal coordinates were established by GPS observations
 BL2327.and adjusted by the National Geodetic Survey in January 1997..
 BL2327
 BL2327.The orthometric height was determined by GPS observations and a
 BL2327.high-resolution geoid model.
 BL2327
 BL2327.GPS derived orthometric heights for airport stations designated as
 BL2327.PACS or SACS are published to 2 decimal places.  This maintains
 BL2327.centimeter relative accuracy between the PACS and SACS.  It does
 BL2327.not indicate centimeter accuracy relative to other marks which are
 BL2327.part of the NAVD 88 network.
 BL2327
 BL2327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2327
 BL2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2327
 BL2327.The ellipsoidal height was determined by GPS observations
 BL2327.and is referenced to NAD 83.
 BL2327
 BL2327.The geoid height was determined by GEOID03.
 BL2327
 BL2327;                    North         East     Units Scale Factor Converg.
 BL2327;SPC TX C     - 3,059,879.954 1,242,890.149   MT  1.00000922   +2 54 06.0
 BL2327;SPC TX C     -10,038,956.15  4,077,715.43   sFT  1.00000922   +2 54 06.0
 BL2327;UTM  15      - 3,329,176.525   336,192.727   MT  0.99993106   -0 51 07.8
 BL2327
 BL2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2327!SPC TX C     -   1.00000108  x   1.00000922  =   1.00001030
 BL2327!UTM  15      -   1.00000108  x   0.99993106  =   0.99993214
 BL2327
 BL2327:                Primary Azimuth Mark                     Grid Az
 BL2327:SPC TX C     -  LIBPORT                                  160 18 37.7
 BL2327:UTM  15      -  LIBPORT                                  164 03 51.5
 BL2327
 BL2327|---------------------------------------------------------------------|
 BL2327| PID    Reference Object                     Distance      Geod. Az  |
 BL2327|                                                           dddmmss.s |
 BL2327| BL2326 LIBPORT                             APPROX. 0.7 KM 1631243.7 |
 BL2327|---------------------------------------------------------------------|
 BL2327
 BL2327                          SUPERSEDED SURVEY CONTROL
 BL2327
 BL2327  ELLIP H (01/08/97)   -6.70   (m)                       GP(       ) 4 2
 BL2327  NAD 83(1993)-  30 04 58.01936(N)    094 41 58.89564(W) AD(       ) 3
 BL2327  ELLIP H (02/16/96)   -6.76   (m)                       GP(       ) 5 1
 BL2327  ELLIP H (01/21/93)   -6.96   (m)                       GP(       ) 4 2
 BL2327  NAD 83(1986)-  30 04 58.03659(N)    094 41 58.87909(W) AD(       ) 3
 BL2327  NAD 27      -  30 04 57.26865(N)    094 41 58.16685(W) AD(       ) 3
 BL2327  NGVD 29 (12/08/88)   20.6    (m)           68.     (f) GPS OBS        
 BL2327
 BL2327.Superseded values are not recommended for survey control.
 BL2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2327.See file dsdata.txt to determine how the superseded data were derived.
 BL2327
 BL2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3619329177(NAD 83)
 BL2327_MARKER: I = METAL ROD
 BL2327_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2327_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2327_STAMPING: LIBPORT AZ MK 1988
 BL2327_MARK LOGO: NGS   
 BL2327_PROJECTION: FLUSH
 BL2327_MAGNETIC: I = MARKER IS A STEEL ROD
 BL2327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2327+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BL2327_ROD/PIPE-DEPTH: 18.9 meters
 BL2327_SLEEVE-DEPTH  : 0.76 meters
 BL2327
 BL2327  HISTORY     - Date     Condition        Report By
 BL2327  HISTORY     - 1988     MONUMENTED       NGS
 BL2327
 BL2327                          STATION DESCRIPTION
 BL2327
 BL2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BL2327'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF LIBERTY AT
 BL2327'THE LIBERTY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF LIBERTY, C/O BARRY
 BL2327'BROCK, 1827 SAM HOUSTON, LIBERTY TX 77575.  TELEPHONE NUMBER
 BL2327'409-336-3684.
 BL2327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM
 BL2327'ROAD 770, IN RAYMOND.  GO NORTH ON FARM ROAD 770 FOR 4.6 KM (2.85 MI)
 BL2327'TO FARM ROAD 160 ON THE LEFT.  TURN LEFT AND GO WEST  FOR 4.3 KM
 BL2327'(2.65 MI) TO THE JUNCTION AT FARM ROAD 2830.  TURN RIGHT FOR 0.1 KM
 BL2327'(0.05 MI) TO THE ENTRANCE TO THE AIRPORT AND A GATE.  A KEY IS NEEDED
 BL2327'FOR THIS GATE.  PASS THROUGH THE GATE AND GO EAST ON THE TAXIWAY FOR
 BL2327'0.1 KM (0.05 MI) TO THE RUNWAY.  TURN RIGHT, CROSSING RUNWAY 34 AND
 BL2327'GO TO THE END OF THE RUNWAY AND THE STATION, IN LINE WITH THE HOLD
 BL2327'BARS AT RUNWAY END SIXTEEN.
 BL2327'THE MARK IS SET 45.0 M (147.6 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 BL2327'THE TAXIWAY, 28.4 M (93.2 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 BL2327'RUNWAY, 10.5 M (34.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 BL2327'TAXIWAY, CONNECTING THE RUNWAY AND 0.9 M (3.0 FT) SOUTH-SOUTHEAST OF
 BL2327'A TAXIWAY LIGHT AND A WITNESS POST.
 BL2327'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2327'DESCRIBED BY R.D.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2261 ***********************************************************************
 AW2261  DESIGNATION -  LIESTMAN
 AW2261  PID         -  AW2261
 AW2261  STATE/COUNTY-  TX/HARRIS
 AW2261  USGS QUAD   -  ALIEF (1995)
 AW2261
 AW2261                         *CURRENT SURVEY CONTROL
 AW2261  ___________________________________________________________________
 AW2261* NAD 83(1993)-  29 42 48.84401(N)    095 36 54.91638(W)     ADJUSTED  
 AW2261* NAVD 88     -        24.36   (+/-2cm)      79.9    (feet)  VERTCON   
 AW2261  ___________________________________________________________________
 AW2261  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW2261  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2261
 AW2261  HORZ ORDER  -  FIRST
 AW2261  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2261
 AW2261.The horizontal coordinates were established by classical geodetic methods
 AW2261.and adjusted by the National Geodetic Survey in February 1996..
 AW2261
 AW2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2261.The vertical order pertains to the NGVD 29 superseded value.
 AW2261
 AW2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2261
 AW2261.The geoid height was determined by GEOID03.
 AW2261
 AW2261;                    North         East     Units Scale Factor Converg.
 AW2261;SPC TXSC     - 4,213,119.526   927,431.901   MT  0.99988500   +1 39 29.6
 AW2261;SPC TXSC     -13,822,542.98  3,042,749.50   sFT  0.99988500   +1 39 29.6
 AW2261;UTM  15      - 3,289,910.308   246,998.536   MT  1.00038985   -1 17 49.1
 AW2261
 AW2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2261!SPC TXSC     -   1.00000049  x   0.99988500  =   0.99988549
 AW2261!UTM  15      -   1.00000049  x   1.00038985  =   1.00039034
 AW2261
 AW2261:                Primary Azimuth Mark                     Grid Az
 AW2261:SPC TXSC     -  LIESTMAN AZ MK                           088 51 33.0
 AW2261:UTM  15      -  LIESTMAN AZ MK                           091 48 51.7
 AW2261
 AW2261|---------------------------------------------------------------------|
 AW2261| PID    Reference Object                     Distance      Geod. Az  |
 AW2261|                                                           dddmmss.s |
 AW2261| AW2333 LIESTMAN AZ MK                                     0903102.6 |
 AW2261| AW2334 LIESTMAN RM 1                        27.583 METERS 10104     |
 AW2261| AW2262 LIESTMAN RM 3                        27.771 METERS 10209     |
 AW2261| AW6934 HOUSTON WESTWOOD CC TANK            APPROX. 7.4 KM 1151223.5 |
 AW2261| AW6953 SUGAR LAND IMPERIAL SUGAR TK        APPROX.10.3 KM 1894932.7 |
 AW2261| AW6956 CENTRAL HARLEM STATE FARM TANK      APPROX.11.8 KM 2030128.2 |
 AW2261| AW2320 LIESTMAN RM 2                        29.170 METERS 24948     |
 AW2261| AW6979 KATY MUNICIPAL TANK                 APPROX.21.7 KM 2921910.6 |
 AW2261| AW6917 BARKER TRUNKLINE GAS CO MAST        APPROX.14.7 KM 3244632.2 |
 AW2261|---------------------------------------------------------------------|
 AW2261
 AW2261                          SUPERSEDED SURVEY CONTROL
 AW2261
 AW2261  NAD 83(1986)-  29 42 48.85840(N)    095 36 54.89836(W) AD(       ) 1
 AW2261  NAD 27      -  29 42 48.02698(N)    095 36 54.09536(W) AD(       ) 1
 AW2261  NGVD 29 (??/??/92)   24.355  (m)           79.90   (f) ADJ UNCH    1 2
 AW2261
 AW2261.Superseded values are not recommended for survey control.
 AW2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2261.See file dsdata.txt to determine how the superseded data were derived.
 AW2261
 AW2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4699989910(NAD 83)
 AW2261_MARKER: DS = TRIANGULATION STATION DISK
 AW2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2261_STAMPING: LIESTMAN 1942
 AW2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2261+STABILITY: SURFACE MOTION
 AW2261
 AW2261  HISTORY     - Date     Condition        Report By
 AW2261  HISTORY     - 1942     MONUMENTED       CGS
 AW2261  HISTORY     - 1943     GOOD             CGS
 AW2261  HISTORY     - 1943     GOOD             NGS
 AW2261  HISTORY     - 1952     GOOD             CGS
 AW2261  HISTORY     - 1957     GOOD             HLPCO
 AW2261  HISTORY     - 1968     GOOD             CGS
 AW2261  HISTORY     - 1968     GOOD             NGS
 AW2261  HISTORY     - 1970     GOOD             USGS
 AW2261  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW2261  HISTORY     - 1978     GOOD             NGS
 AW2261  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2261  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW2261  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2261
 AW2261                          STATION DESCRIPTION
 AW2261
 AW2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW2261'STATION IS ABOUT 1.35 MILES W OF THE ALIEF POST OFFICE, 52
 AW2261'YARDS N OF THE CENTER LINE OF WESTHEIMER ROAD, AND 76 FEET
 AW2261'N OF THE SOUTHERN PACIFIC RAILROAD TRACKS, ON THE LIESTMAN
 AW2261'PROPERTY.  IT IS 35 YARDS SE OF THE SE CORNER OF THE LIESTMAN
 AW2261'RESIDENCE, 93 FEET S OF THE S SIDE OF A SMALL COMBINATION
 AW2261'HOUSE AND GARAGE, 26 FEET E OF THE CENTER LINE OF THE FARM
 AW2261'ENTRANCE DRIVE, AND 26.5 FEET N OF A WHITE REFERENCE POST.
 AW2261'IT IS STAMPED LIESTMAN 1942 AND IS FLUSH WITH THE SURFACE
 AW2261'OF THE GROUND.
 AW2261'
 AW2261'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW2261'BRONZE DISKS SET IN CONCRETE.
 AW2261'
 AW2261'REFERENCE MARK NO. 1 IS E BY S OF THE STATION, 60 YARDS S
 AW2261'OF THE S END OF A RED BARN, AND 2 FEET N OF AN E-W FENCE
 AW2261'LINE.  IT IS STAMPED LIESTMAN NO. 1 1942 AND PROJECTS 6
 AW2261'INCHES.
 AW2261'
 AW2261'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 40 YARDS S OF
 AW2261'THE FRONT OF THE LIESTMAN RESIDENCE, 65 FEET W OF THE FARM
 AW2261'ENTRANCE LANE, AND 1 FOOT N OF A FENCE.  IT IS STAMPED LIESTMAN
 AW2261'NO. 2 1942 AND PROJECTS 6 INCHES.
 AW2261'
 AW2261'THE AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, 52
 AW2261'FEET W OF POWER POLE NO. 12, 40 FEET S OF THE CENTER LINE OF
 AW2261'WESTHEIMER ROAD, 10 FEET W OF THE CENTER LINE OF A FARM
 AW2261'ENTRANCE, AND 2 FEET W OF A WHITE REFERENCE POST.  IT IS
 AW2261'STAMPED WESTHELMER 1942 AND PROJECTS 6 INCHES.
 AW2261'
 AW2261'TO REACH THE STATION FROM ALIEF GO W ON WESTHEIMER ROAD FOR
 AW2261'1.0 MILE TO THE AZIMUTH MARK ON THE S SIDE OF THE ROAD, CONTINUE
 AW2261'0.35 MILE AND TURN RIGHT, N, ON A FARM ENTRANCE DRIVE, GO
 AW2261'0.05 MILE TO THE STATION ON THE E SIDE OF THE DRIVE.
 AW2261'
 AW2261'A 90-FOOT SIGNAL AT RICHMOND MAGNETIC IS VISIBLE AT 90 FEET.
 AW2261'
 AW2261'A 90-FOOT SIGNAL AT BELLAIRE IS VISIBLE AT 50 FEET.
 AW2261'
 AW2261'90-FOOT SIGNALS AT SUGARLAND AND WHATLEY ARE VISIBLE AT
 AW2261'24 FEET.
 AW2261'
 AW2261'A 77-FOOT SIGNAL AT BUELL IS VISIBLE AT 90 FEET.
 AW2261'
 AW2261'A 77-FOOT SIGNAL AT GASTON IS VISIBLE AT 77 FEET.
 AW2261'
 AW2261'A 77-FOOT SIGNAL AT P T 14 (U.S.G.S.) IS VISIBLE AT 24 FEET.
 AW2261
 AW2261                          STATION RECOVERY (1943)
 AW2261
 AW2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AW2261'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW2261'CONDITION.
 AW2261'
 AW2261'STATION IS ABOUT 1.4 MILES W OF THE POST OFFICE AT ALIEF,
 AW2261'ABOUT 155 FEET N OF THE CENTERLINE OF THE WESTHEIMER ROAD,
 AW2261'AND 75 FEET N OF THE NORTH RAIL OF THE S.P. (T AND NO) RR
 AW2261'TRACK ON THE LIESTMAN PROPERTY, ABOUT 140 FEET SE OF THE
 AW2261'SOUTHEAST CORNER OF THE LIESTMAN RESIDENCE, 26 FEET E OF
 AW2261'THE CENTERLINE OF PRIVATE DRIVEWAY LEADING TO THE HOUSE AND
 AW2261'26 FEET N OF A 4X4-INCH WOODEN MARKER POST THAT IS SET
 AW2261'IN RIGHT-OF-WAY FENCE LINE.  IT IS STAMPED LIESTMAN
 AW2261'1942.  THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND.
 AW2261'
 AW2261'REFERENCE MARK NO. 1 IS 90.6 FEET ESE OF THE
 AW2261'STATION, ABOUT 0.35 MILE W OF RAILROAD POLE NO. 16, 40 FEET
 AW2261'N OF THE NORTH RAIL, AND 1.5 FEET N OF THE RIGHT-OF-WAY
 AW2261'FENCE.  IT IS STAMPED LIESTMAN NO 1 1942.  THE MONUMENT
 AW2261'PROJECTS ABOUT 0.4 FOOT.
 AW2261'
 AW2261'REFERENCE MARK NO. 2 IS 95.7 FEET WSW OF THE
 AW2261'STATION, ABOUT 160 FEET S OF THE SOUTHWEST CORNER OF THE
 AW2261'LIESTMAN RESIDENCE, ABOUT 65 FEET W OF THE CENTERLINE OF
 AW2261'THE DRIVEWAY, 40 FEET N OF THE NORTH RAIL, 28 FEET E OF A
 AW2261'FENCE CORNER AND 1.5 FEET N OF THE RIGHT-OF-WAY FENCE.  IT
 AW2261'IS STAMPED LIESTMAN NO 2 1942.  THE MONUMENT PROJECTS 0.5
 AW2261'FOOT.
 AW2261'
 AW2261'AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, ABOUT 225
 AW2261'FEET E OF MILE POLE 16, 41.5 FEET S OF THE CENTERLINE OF
 AW2261'THE WESTHEIMER ROAD, 9.7 FEET W OF WIRE GATE ACROSS PRIVATE
 AW2261'DRIVEWAY, 1.7 FEET W OF A 4X4-INCH WOODEN MARKER POST,
 AW2261'ONE FOOT N OF FENCE.
 AW2261
 AW2261                          STATION RECOVERY (1943)
 AW2261
 AW2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW2261'1.4 MI W FROM ALIEF.
 AW2261'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2261'STATION AT ALIEF-- PROCEED 1.4 MILES WESTERLY ALONG THE RAILROAD TO
 AW2261'SITE OF STATION.  STATION IS ABOUT 140.0 FEET SOUTHEAST OF THE
 AW2261'SOUTHEAST CORNER OF THE LIESTMAN RESIDENCE, AND 75.0 FEET NORTH OF AND
 AW2261'ABOUT 4.0 FEET BELOW THE NORTH RAIL OF TRACK.  IT IS 26.0 FEET EAST OF
 AW2261'THE CENTERLINE OF A PRIVATE DRIVEWAY LEADING TO THE HOUSE, AND 26.0
 AW2261'FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE AND A 4X4-INCH WOODEN
 AW2261'MARKER POST.  MONUMENT IS FLUSH WITH THE GROUND.
 AW2261
 AW2261                          STATION RECOVERY (1952)
 AW2261
 AW2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW2261'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 AW2261'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 AW2261'CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE
 AW2261'MARK NO. 2 AND THE AZIMUTH MARK.
 AW2261'
 AW2261'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW2261'
 AW2261'THE STATION IS LOCATED ABOUT 1.4 MILES WEST OF THE POST OFFICE
 AW2261'IN ALIEF NEAR THE SOUTH EDGE OF A FARMYARD, 92 FEET SOUTH
 AW2261'OF THE SOUTHWEST CORNER OF A GARAGE, 73 FEET NORTH OF THE
 AW2261'NORTH RAIL OF RAILROAD TRACK, 27 FEET NORTH OF AN EAST-WEST
 AW2261'FENCE LINE AND 26 FEET EAST OF THE CENTER OF DRIVEWAY INTO
 AW2261'FARMYARD.  IT IS STAMPED LIESTMAN 1942 AND IS FLUSH WITH
 AW2261'THE GROUND SURFACE.
 AW2261'
 AW2261'REFERENCE MARK NO. 1 IS NEAR THE SOUTHEAST CORNER OF FARMYARD,
 AW2261'46 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK AND 1 FOOT
 AW2261'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LIESTMAN
 AW2261'NO 1 1942 AND PROJECTS 4 INCHES.
 AW2261'
 AW2261'REFERENCE MARK NO. 2 IS NEAR THE SOUTHWEST CORNER OF FARMYARD,
 AW2261'65 FEET WEST OF THE CENTER OF DRIVEWAY INTO FARMYARD, 46
 AW2261'FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK, 25 FEET EAST
 AW2261'OF A T FENCE CORNER AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 AW2261'LINE.  IT IS STAMPED LIESTMAN NO 2 1942 AND PROJECTS 4 INCHES.
 AW2261'
 AW2261'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 179.24
 AW2261'FEET.
 AW2261'
 AW2261'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 36 FEET SOUTH
 AW2261'OF THE CENTER OF FARM ROAD 1093, 3 FEET WEST OF THE WEST
 AW2261'END OF A WIRE GATE AND 2 FEET NORTH OF AN EAST-WEST FENCE
 AW2261'
 AW2261'TO REACH THE STATION FROM THE POST OFFICE IN ALIEF, GO WEST
 AW2261'ON FARM ROAD 1093 FOR 1.0 MILE TO AZIMUTH MARK ON LEFT AS
 AW2261'DESCRIBED, CONTINUE WEST FOR 0.4 MILE TO A DRIVEWAY INTO
 AW2261'FARMYARD ON RIGHT AND STATION NEAR SOUTH EDGE OF FARMYARD
 AW2261'AS DESCRIBED.
 AW2261
 AW2261                          STATION RECOVERY (1957)
 AW2261
 AW2261'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1957 (THE)
 AW2261'FOUND TRIANGULATION STATION, AZMUTH AND REF. MONS. IN GOOD
 AW2261'CONDITION.
 AW2261
 AW2261                          STATION RECOVERY (1968)
 AW2261
 AW2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW2261'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 AW2261'RECOVERED.  REFERENCE MARK 2 IS LEANING SLIGHTLY TO THE
 AW2261'SOUTHWEST AND THE AZIMUTH MARK IS LEANING SLIGHTLY TO THE
 AW2261'WEST.  REFERENCE MARK 1 WAS OUT OF POSITION AND THE DISK
 AW2261'WAS REMOVED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 AW2261'A NEW DESCRIPTION FOLLOWS.
 AW2261'
 AW2261'THE STATION IS LOCATED ON THE PROPERTY OF THE SUPERIOR OIL
 AW2261'COMPANY AND MR. C.W. HERNDON LIVES ON THE PROPERTY, ABOUT
 AW2261'1.4 MILES WEST OF ALIEF AND IN THE SOUTH EDGE OF A FARMYARD.
 AW2261'
 AW2261'TO REACH THE STATION FROM THE POST OFFICE IN ALIEF, GO NORTH
 AW2261'ON COOK ROAD FOR 0.25 MILE TO A T-JUNCTION.  TURN LEFT AND GO
 AW2261'WEST ON ALIEF ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 AW2261'LEFT.  CONTINUE WEST FOR 0.35 MILE TO A CROSSROAD, CONTINUE
 AW2261'AHEAD WEST FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 AW2261'RIGHT AND GO NORTH, CROSSING THE RAILROAD TRACKS, FOR 0.05
 AW2261'MILE TO THE STATION ON THE RIGHT.
 AW2261'
 AW2261'THE STATION MARK IS A STANDARD DISK STAMPED LIESTMAN 1942,
 AW2261'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW2261'IS 2 INCHES BELOW THE GROUND.  IT IS 73.5 FEET NORTH-NORTHWEST
 AW2261'OF THE NORTH RAIL OF THE RAILROAD TRACKS, 25 FEET EAST-NORTHEAST
 AW2261'OF THE CENTER OF THE NORTH-SOUTH DRIVEWAY, 25 FEET SOUTH
 AW2261'OF A TELEPHONE POLE, 8 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 AW2261'DRIVEWAY AND AT THE SOUTH EDGE OF THE EAST-WEST DRIVEWAY.
 AW2261'
 AW2261'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LIESTMAN NO 2
 AW2261'1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW2261'WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 66 FEET
 AW2261'WEST OF THE CENTER OF THE NORTH-SOUTH DRIVEWAY, 49.1 FEET
 AW2261'NORTH-NORTHWEST OF THE NORTH RAIL OF THE RAILROAD TRACKS AND
 AW2261'28 FEET SOUTH OF A DIM TRACK ROAD.
 AW2261'
 AW2261'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LIESTMAN 1942
 AW2261'NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW2261'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 46.1 FEET
 AW2261'NORTH-NORTHWEST OF THE NORTH RAIL OF THE RAILROAD TRACKS,
 AW2261'40 FEET SOUTH OF THE CENTER OF THE EAST-WEST DRIVEWAY, 36
 AW2261'FEET WEST OF A POWER LINE POLE WITH A TRANSFORMER AND 1.4
 AW2261'FEET NORTH OF A METAL WITNESS POST.
 AW2261'
 AW2261'NO MEASUREMENT WAS MADE BETWEEN R.M. 2 AND R.M. 3 DUE TOO
 AW2261'HEAVY BRUSH ON LINE.
 AW2261'
 AW2261'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LIESTMAN 1942,
 AW2261'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW2261'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 41 FEET SOUTH
 AW2261'OF THE CENTER OF ALIEF ROAD, 10 FEET WEST OF THE CENTER
 AW2261'OF A TRACK ROAD, 3.6 FEET WEST-NORTHWEST OF THE WEST GATE
 AW2261'POST, 2.0 FEET WEST OF A METAL WITNESS POST AND 1.6 FEET
 AW2261'NORTH OF AN EAST-WEST WIRE FENCE.
 AW2261'
 AW2261'HEIGHT OF LIGHT ABOVE STATION MARK 85.8 FEET.
 AW2261
 AW2261                          STATION RECOVERY (1968)
 AW2261
 AW2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW2261'RECOVERED IN GOOD CONDITION.
 AW2261
 AW2261                          STATION RECOVERY (1970)
 AW2261
 AW2261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (CUB)
 AW2261'POST FOUND IN PLACE BUT ABOUT 2 INCHES HAVE BEEN BROKEN
 AW2261'OFF.  ABOUT 1/2 INCH OF SHANK HOLE FROM TABLET REMAINS.  TABLET
 AW2261'NOT RECOVERED.
 AW2261'
 AW2261'REF. MK. 1 SFNF.  DESCRIPTION PLACES MARK UNDER ROAD LEADING
 AW2261'N.
 AW2261'
 AW2261'REF. MARK 2 RECOVERED IN GOOD CONDITION.
 AW2261
 AW2261                          STATION RECOVERY (1970)
 AW2261
 AW2261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JRM)
 AW2261'AZ MARK SEARCHED FOR BUT NOT FOUND.  DESCRIPTION SHOULD
 AW2261'BE ADEQUATE AND NO ROAD WORK IN AREA.  NOTHING FOUND TO
 AW2261'INDICATE THAT MARK HAS BEEN DESTROYED.
 AW2261
 AW2261                          STATION RECOVERY (1978)
 AW2261
 AW2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2261'ABOUT 1.4 MILES WEST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION
 AW2261'OF WESTHIEMER ROAD IN ALIEF.  AT THE JUNCTION OF SYNOTT ROAD.
 AW2261'134 FEET WEST OF THE CENTERLINE OF SYNOTT ROAD, 162 FEET NORTH
 AW2261'OF THE CENTERLINE OF ALIEF-CLODINE ROAD, 75 FEET NORTH OF THE
 AW2261'NORTH RAIL, AND 26 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY TO A
 AW2261'TRAILER HOUSE.
 AW2261
 AW2261                          STATION RECOVERY (1983)
 AW2261
 AW2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2261'APPEARS THAT MARK HAS BEEN BULLDOZED OUT BY HOUSING CONSTRUCTION, DISK
 AW2261'NOT RECOVERED.
 AW2261
 AW2261                          STATION RECOVERY (1995)
 AW2261
 AW2261'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2261'MARK NOT FOUND.
 AW2261
 AW2261                          STATION RECOVERY (2004)
 AW2261
 AW2261'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2333 ***********************************************************************
 AW2333  DESIGNATION -  LIESTMAN AZ MK
 AW2333  PID         -  AW2333
 AW2333  STATE/COUNTY-  TX/HARRIS
 AW2333  USGS QUAD   -  ALIEF (1995)
 AW2333
 AW2333                         *CURRENT SURVEY CONTROL
 AW2333  ___________________________________________________________________
 AW2333* NAD 83(1986)-  29 42 49.     (N)    095 36 30.     (W)     SCALED    
 AW2333* NAVD 88     -        24.97   (+/-2cm)      81.9    (feet)  VERTCON   
 AW2333  ___________________________________________________________________
 AW2333  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW2333
 AW2333  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2333
 AW2333.The horizontal coordinates were scaled from a topographic map and have
 AW2333.an estimated accuracy of +/- 6 seconds.
 AW2333
 AW2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2333.The vertical order pertains to the NGVD 29 superseded value.
 AW2333
 AW2333.The geoid height was determined by GEOID03.
 AW2333
 AW2333;                    North         East    Units  Estimated Accuracy
 AW2333;SPC TXSC     - 4,213,140.      928,100.      MT  (+/- 180 meters Scaled)
 AW2333
 AW2333                          SUPERSEDED SURVEY CONTROL
 AW2333
 AW2333  NGVD 29 (??/??/92)   24.966  (m)           81.91   (f) ADJ UNCH    2 0
 AW2333
 AW2333.Superseded values are not recommended for survey control.
 AW2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2333.See file dsdata.txt to determine how the superseded data were derived.
 AW2333
 AW2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN476899(NAD 83)
 AW2333_MARKER: DB = BENCH MARK DISK
 AW2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2333_STAMPING: LIESTMAN 1942
 AW2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2333+STABILITY: SURFACE MOTION
 AW2333
 AW2333  HISTORY     - Date     Condition        Report By
 AW2333  HISTORY     - 1942     MONUMENTED       CGS
 AW2333  HISTORY     - 1943     GOOD             NGS
 AW2333  HISTORY     - 1968     GOOD             NGS
 AW2333  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2333  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW2333  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2333
 AW2333                          STATION DESCRIPTION
 AW2333
 AW2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2333'1.0 MI W FROM ALIEF.
 AW2333'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2333'STATION AT ALIEF-- PROCEED 1.0 MILE WESTERLY ALONG THE RAILROAD TO
 AW2333'SITE OF AZIMUTH MARK.  AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE
 AW2333'TRIANGULATION STATION, AND ABOUT 225.0 FEET EAST OF MILEPOST 16.  IT
 AW2333'IS 41.5 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF THE
 AW2333'WESTHEIMER ROAD, 9.7 FEET WEST OF THE CENTERLINE OF A WIRE GATE AND A
 AW2333'PRIVATE ROAD LEADING SOUTH TO A FARM HOUSE, 1.0 FOOT NORTH OF THE
 AW2333'RIGHT-OF-WAY FENCE, AND 1.7 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AW2333'POST.  MONUMENT PROJECTS 0.4 FOOT.  A STANDARD AZIMUTH-MARK DISK,
 AW2333'STAMPED LIESTMAN 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AW2333
 AW2333                          STATION RECOVERY (1968)
 AW2333
 AW2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW2333'RECOVERED IN GOOD CONDITION.
 AW2333
 AW2333                          STATION RECOVERY (1978)
 AW2333
 AW2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2333'NOT RECOVERED.  NOTE=THIS AREA IS NOW A SUBDIVISION, AND MARK IS
 AW2333'BELIEVED TO HAVE BEEN DESTROYED.
 AW2333
 AW2333                          STATION RECOVERY (1995)
 AW2333
 AW2333'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2333'MARK NOT FOUND.
 AW2333
 AW2333                          STATION RECOVERY (2004)
 AW2333
 AW2333'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2262 ***********************************************************************
 AW2262  DESIGNATION -  LIESTMAN RM 3
 AW2262  PID         -  AW2262
 AW2262  STATE/COUNTY-  TX/HARRIS
 AW2262  USGS QUAD   -  ALIEF (1995)
 AW2262
 AW2262                         *CURRENT SURVEY CONTROL
 AW2262  ___________________________________________________________________
 AW2262* NAD 83(1986)-  29 42 49.     (N)    095 36 55.     (W)     SCALED    
 AW2262* NAVD 88     -        24.34   (+/-2cm)      79.9    (feet)  VERTCON   
 AW2262  ___________________________________________________________________
 AW2262  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2262
 AW2262  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2262
 AW2262.The horizontal coordinates were scaled from a topographic map and have
 AW2262.an estimated accuracy of +/- 6 seconds.
 AW2262
 AW2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2262.The vertical order pertains to the NGVD 29 superseded value.
 AW2262
 AW2262.The geoid height was determined by GEOID03.
 AW2262
 AW2262;                    North         East    Units  Estimated Accuracy
 AW2262;SPC TXSC     - 4,213,120.      927,430.      MT  (+/- 180 meters Scaled)
 AW2262
 AW2262                          SUPERSEDED SURVEY CONTROL
 AW2262
 AW2262  NGVD 29 (??/??/92)   24.332  (m)           79.83   (f) ADJ UNCH    1 2
 AW2262
 AW2262.Superseded values are not recommended for survey control.
 AW2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2262.See file dsdata.txt to determine how the superseded data were derived.
 AW2262
 AW2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN469899(NAD 83)
 AW2262_MARKER: DR = REFERENCE MARK DISK
 AW2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2262_SP_SET: CONCRETE POST
 AW2262_STAMPING: LIESTMAN 1942 NO-3 1968
 AW2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2262+STABILITY: SURFACE MOTION
 AW2262
 AW2262  HISTORY     - Date     Condition        Report By
 AW2262  HISTORY     - 1968     MONUMENTED       CGS
 AW2262  HISTORY     - 1978     GOOD             NGS
 AW2262  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2262  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW2262  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2262
 AW2262                          STATION DESCRIPTION
 AW2262
 AW2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2262'1.4 MI WEST FROM ALIEF.
 AW2262'ABOUT 1.4 MILES WEST ALONG ALIEF-CLODINE ROAD, FROM THE JUNCTIONS
 AW2262'OF WESTHIEMER ROAD IN ALIEF.  AT THE JUNCTION OF SYNOTT ROAD.
 AW2262'99 FEET NORTH OF THE CENTERLINE OF ALIEF-CLODINE ROAD, 84 FEET
 AW2262'WEST OF THE CENTERLINE OF SYNOTT ROAD, 43 FEET WEST OF A LARGE
 AW2262'POWER POLE, AND 40 FEET NORTH OF THE NORTH RAIL.  NOTE=THIS MARK IS
 AW2262'90.6 FEET EAST-SOUTHEAST OF THE STATION.
 AW2262
 AW2262                          STATION RECOVERY (1983)
 AW2262
 AW2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2262'APPEARS THAT THE MARK HAS BEEN BULLDOZED OUT BY HOUSING CONSTRUCTION,
 AW2262'DISK NOT RECOVERED.
 AW2262
 AW2262                          STATION RECOVERY (1995)
 AW2262
 AW2262'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2262'MARK NOT FOUND.
 AW2262
 AW2262                          STATION RECOVERY (2004)
 AW2262
 AW2262'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1451 ***********************************************************************
 AB1451  DESIGNATION -  LIFE 1939
 AB1451  PID         -  AB1451
 AB1451  STATE/COUNTY-  TX/KENEDY
 AB1451  USGS QUAD   -  POTRERO LOPENO SE (1975)
 AB1451
 AB1451                         *CURRENT SURVEY CONTROL
 AB1451  ___________________________________________________________________
 AB1451* NAD 83(1993)-  26 45 36.43598(N)    097 20 31.76384(W)     ADJUSTED  
 AB1451* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1451  ___________________________________________________________________
 AB1451  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 AB1451  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 AB1451
 AB1451  HORZ ORDER  -  THIRD
 AB1451
 AB1451.The horizontal coordinates were established by classical geodetic methods
 AB1451.and adjusted by the National Geodetic Survey in February 1996..
 AB1451
 AB1451.The orthometric height was scaled from a topographic map.
 AB1451
 AB1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1451
 AB1451.The geoid height was determined by GEOID03.
 AB1451
 AB1451;                    North         East     Units Scale Factor Converg.
 AB1451;SPC TX S     - 5,121,673.902   415,151.739   MT  0.99990358   +0 31 32.4
 AB1451;SPC TX S     -16,803,358.46  1,362,043.66   sFT  0.99990358   +0 31 32.4
 AB1451;UTM  14      - 2,960,940.901   664,844.587   MT  0.99993548   +0 44 47.8
 AB1451
 AB1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1451!SPC TX S     -   1.00000335  x   0.99990358  =   0.99990693
 AB1451!UTM  14      -   1.00000335  x   0.99993548  =   0.99993883
 AB1451
 AB1451                          SUPERSEDED SURVEY CONTROL
 AB1451
 AB1451  NAD 83(1986)-  26 45 36.45318(N)    097 20 31.73182(W) AD(       ) 3
 AB1451  NAD 27      -  26 45 35.23700(N)    097 20 30.80600(W) AD(       ) 3
 AB1451
 AB1451.Superseded values are not recommended for survey control.
 AB1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1451.See file dsdata.txt to determine how the superseded data were derived.
 AB1451
 AB1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6484560941(NAD 83)
 AB1451_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB1451_SETTING: 0 = UNSPECIFIED SETTING
 AB1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1451
 AB1451  HISTORY     - Date     Condition        Report By
 AB1451  HISTORY     - 1939     MONUMENTED       CGS
 AB1451  HISTORY     - 1946     SEE DESCRIPTION  SUNOCO
 AB1451  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1451  HISTORY     - 1969     MARK NOT FOUND   CGS
 AB1451
 AB1451                          STATION DESCRIPTION
 AB1451
 AB1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AB1451'THE STATION IS LOCATED ON THE E OR GULF SIDE OF PADRE ISLAND.
 AB1451'
 AB1451'MARK IS A STANDARD BRONZE DISK STAMPED LIFE 1939 CEMENTED
 AB1451'IN THE TOP OF A 2-INCH PIPE DRIVEN 4 FEET IN THE GROUND AND
 AB1451'PROJECTING 2 FEET AT THE PRESENT TIME.
 AB1451'
 AB1451'BEST APPROACHED VIA BRAZOS SANTIAGO BY TAKING A FERRY TO
 AB1451'BRAZOS SANTIAGO FROM PORT ISABEL.  DRIVE N OF NORTH JETTY
 AB1451'(BRAZOS SANTIAGO) 54.1 STATUTE MILES BY AUTOMOBILE SPEEDOMETER
 AB1451'READING AND STATION WILL BE FOUND 82.0 METERS INSHORE FROM
 AB1451'HIGH-WATER LINE AT AN ELEVATION OF 20.0 FEET ABOVE MEAN HIGH
 AB1451'WATER.
 AB1451
 AB1451                          STATION RECOVERY (1946)
 AB1451
 AB1451'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AB1451'THE POSITION OF THIS MARK HAS BEEN UNDERMINED BY STORM WATER
 AB1451'AND THE HIGH SAND DUNE HAS CAVED OFF.  NO SIGN OF THE MARK
 AB1451'COULD BE FOUND.  IT IS ASSUMED TO BE BURIED UNDERNEATH THE SAND.
 AB1451'IT MAY BE CONSIDERED LOST.
 AB1451
 AB1451                          STATION RECOVERY (1949)
 AB1451
 AB1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1451'STATION BELIEVED LOST.  REMAINS OF ORIGINAL BRACING FOR
 AB1451'SIGNAL WERE FOUND ATOP DUNE.  E SIDE OF DUNE HAS CAVED IN AND
 AB1451'MARK PROBABLY DESTROYED.
 AB1451
 AB1451                          STATION RECOVERY (1969)
 AB1451
 AB1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1451'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2227 ***********************************************************************
 AN2227  DESIGNATION -  LIGGETTS CONCRETE SILO
 AN2227  PID         -  AN2227
 AN2227  STATE/COUNTY-  TX/MATAGORDA
 AN2227  USGS QUAD   -  PALACIOS (1995)
 AN2227
 AN2227                         *CURRENT SURVEY CONTROL
 AN2227  ___________________________________________________________________
 AN2227* NAD 83(1993)-  28 43 50.15268(N)    096 10 42.61326(W)     ADJUSTED  
 AN2227* NAVD 88     -                                                        
 AN2227  ___________________________________________________________________
 AN2227  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AN2227  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN2227
 AN2227  HORZ ORDER  -  THIRD
 AN2227
 AN2227.The horizontal coordinates were established by classical geodetic methods
 AN2227.and adjusted by the National Geodetic Survey in February 1996..
 AN2227
 AN2227
 AN2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2227
 AN2227.The geoid height was determined by GEOID03.
 AN2227
 AN2227;                    North         East     Units Scale Factor Converg.
 AN2227;SPC TXSC     - 4,102,766.983   875,584.136   MT  0.99991845   +1 22 56.2
 AN2227;SPC TXSC     -13,460,494.68  2,872,645.62   sFT  0.99991845   +1 22 56.2
 AN2227;UTM  14      - 3,181,402.189   775,583.432   MT  1.00053735   +1 21 25.7
 AN2227
 AN2227                          SUPERSEDED SURVEY CONTROL
 AN2227
 AN2227  NAD 83(1986)-  28 43 50.16215(N)    096 10 42.58252(W) AD(       ) 4
 AN2227  NAD 27      -  28 43 49.20300(N)    096 10 41.70300(W) AD(       ) 3
 AN2227
 AN2227.Superseded values are not recommended for survey control.
 AN2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2227.See file dsdata.txt to determine how the superseded data were derived.
 AN2227
 AN2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7558381402(NAD 83)
 AN2227_MARKER: 64 = SILO
 AN2227
 AN2227  HISTORY     - Date     Condition        Report By
 AN2227  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2227  HISTORY     - 1947     GOOD             CGS
 AN2227
 AN2227                          STATION DESCRIPTION
 AN2227
 AN2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2227'STATION RECOVERED IN GOOD CONDITION.  IT IS AT COLLEGE PORT, ABOUT
 AN2227'1/4 MILE N OF THE SCHOOL.  STATION IS A LARGE SILO ON THE FARM OF
 AN2227'MR. LIGGETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0419 ***********************************************************************
 AM0419  DESIGNATION -  LIGHT
 AM0419  PID         -  AM0419
 AM0419  STATE/COUNTY-  TX/BRAZORIA
 AM0419  USGS QUAD   -  FREEPORT (1974)
 AM0419
 AM0419                         *CURRENT SURVEY CONTROL
 AM0419  ___________________________________________________________________
 AM0419* NAD 83(1993)-  28 59 55.42997(N)    095 16 51.21608(W)     ADJUSTED  
 AM0419* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0419  ___________________________________________________________________
 AM0419  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AM0419  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AM0419
 AM0419  HORZ ORDER  -  SECOND
 AM0419
 AM0419.The horizontal coordinates were established by classical geodetic methods
 AM0419.and adjusted by the National Geodetic Survey in February 1996..
 AM0419
 AM0419.The orthometric height was scaled from a topographic map.
 AM0419
 AM0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0419
 AM0419.The geoid height was determined by GEOID03.
 AM0419
 AM0419;                    North         East     Units Scale Factor Converg.
 AM0419;SPC TXSC     - 4,134,918.492   962,285.686   MT  0.99988034   +1 49 19.3
 AM0419;SPC TXSC     -13,565,978.42  3,157,098.95   sFT  0.99988034   +1 49 19.3
 AM0419;UTM  15      - 3,209,989.753   277,807.099   MT  1.00020927   -1 06 22.4
 AM0419
 AM0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0419!SPC TXSC     -   1.00000400  x   0.99988034  =   0.99988434
 AM0419!UTM  15      -   1.00000400  x   1.00020927  =   1.00021327
 AM0419
 AM0419|---------------------------------------------------------------------|
 AM0419| PID    Reference Object                     Distance      Geod. Az  |
 AM0419|                                                           dddmmss.s |
 AM0419| CV6502 LIGHT RM 1                           24.710 METERS 02450     |
 AM0419| AW6799 SLOUGH                              APPROX. 7.2 KM 0455338.3 |
 AM0419| CV6503 LIGHT RM 2                           23.410 METERS 29556     |
 AM0419|---------------------------------------------------------------------|
 AM0419
 AM0419                          SUPERSEDED SURVEY CONTROL
 AM0419
 AM0419  NAD 83(1986)-  28 59 55.43884(N)    095 16 51.19625(W) AD(       ) 2
 AM0419  NAD 27      -  28 59 54.55400(N)    095 16 50.42700(W) AD(       ) 2
 AM0419
 AM0419.Superseded values are not recommended for survey control.
 AM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0419.See file dsdata.txt to determine how the superseded data were derived.
 AM0419
 AM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7780709990(NAD 83)
 AM0419_MARKER: DS = TRIANGULATION STATION DISK
 AM0419_SETTING: 0 = UNSPECIFIED SETTING
 AM0419
 AM0419  HISTORY     - Date     Condition        Report By
 AM0419  HISTORY     - 1933     MONUMENTED       CGS
 AM0419  HISTORY     - 1947     GOOD             CGS
 AM0419  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0419
 AM0419                          STATION DESCRIPTION
 AM0419
 AM0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AM0419'ABOUT 5.3 MILES (AIR LINE) NE FROM FREEPORT, IN PRAIRIE USED
 AM0419'FOR GRAZING PURPOSES.  THERE IS NOTHING IN VICINITY TO TIE
 AM0419'IN STATION.
 AM0419'
 AM0419'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0419'SET IN CONCRETE.
 AM0419'
 AM0419'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM STATION--
 AM0419'CUPOLA, COAST GUARD STATION AT VELASCO, 190 DEG.  BRAZOS
 AM0419'RIVER LIGHT AT VELASCO, 197 DEG.  AND FREEPORT, WATER TANK,
 AM0419'223 DEG.
 AM0419'
 AM0419'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 AM0419
 AM0419                          STATION RECOVERY (1947)
 AM0419
 AM0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0419'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION
 AM0419'HAD A 10-FOOT SIGNAL TRIPOD STANDING OVER IT WHEN VISITED.
 AM0419'
 AM0419'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCES
 AM0419'CHECKED AND FOUND TO BE CORRECT.
 AM0419
 AM0419                          STATION RECOVERY (1998)
 AM0419
 AM0419'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2634 ***********************************************************************
 AX2634  DESIGNATION -  LIGHT COLOR ROUND TK E SEGUIN
 AX2634  PID         -  AX2634
 AX2634  STATE/COUNTY-  TX/GUADALUPE
 AX2634  USGS QUAD   -  SEGUIN (1994)
 AX2634
 AX2634                         *CURRENT SURVEY CONTROL
 AX2634  ___________________________________________________________________
 AX2634* NAD 83(1993)-  29 34 30.23284(N)    097 54 34.77960(W)     ADJUSTED  
 AX2634* NAVD 88     -       175.1    (meters)     574.     (feet)  VERTCON   
 AX2634  ___________________________________________________________________
 AX2634  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AX2634  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2634
 AX2634  HORZ ORDER  -  THIRD
 AX2634
 AX2634.The horizontal coordinates were established by classical geodetic methods
 AX2634.and adjusted by the National Geodetic Survey in February 1996..
 AX2634
 AX2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2634
 AX2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2634
 AX2634.The geoid height was determined by GEOID03.
 AX2634
 AX2634;                    North         East     Units Scale Factor Converg.
 AX2634;SPC TXSC     - 4,193,522.706   705,633.009   MT  0.99987199   +0 32 03.0
 AX2634;SPC TXSC     -13,758,249.08  2,315,064.30   sFT  0.99987199   +0 32 03.0
 AX2634;UTM  14      - 3,272,196.598   605,609.096   MT  0.99973762   +0 32 17.5
 AX2634
 AX2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2634!SPC TXSC     -   0.99997660  x   0.99987199  =   0.99984860
 AX2634!UTM  14      -   0.99997660  x   0.99973762  =   0.99971423
 AX2634
 AX2634                          SUPERSEDED SURVEY CONTROL
 AX2634
 AX2634  NAD 83(1986)-  29 34 30.23868(N)    097 54 34.75989(W) AD(       ) 4
 AX2634  NAD 27      -  29 34 29.41000(N)    097 54 33.75000(W) AD(       ) 3
 AX2634  NGVD 29 (07/19/86)  175.0    (m)          574.     (f) VERT ANG       
 AX2634
 AX2634.Superseded values are not recommended for survey control.
 AX2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2634.See file dsdata.txt to determine how the superseded data were derived.
 AX2634
 AX2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0560972197(NAD 83)
 AX2634_MARKER: 51 = TANK
 AX2634
 AX2634  HISTORY     - Date     Condition        Report By
 AX2634  HISTORY     - 1903     FIRST OBSERVED   CGS
 AX2634  HISTORY     - 1935     GOOD             CGS
 AX2634  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AX2634
 AX2634                          STATION DESCRIPTION
 AX2634
 AX2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AX2634'THIS TANK IS EVIDENTLY THE WATER TANK OF THE FAUST GINNING
 AX2634'COMPANY ON HIGHWAY 90 FROM SEGUIN TO GONZALES.  THIS IS A
 AX2634'WOODEN TANK AND IS STILL STANDING UNCHANGED.
 AX2634
 AX2634                          STATION RECOVERY (1989)
 AX2634
 AX2634'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AX2634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0763 ***********************************************************************
 DO0763  DESIGNATION -  LIGON
 DO0763  PID         -  DO0763
 DO0763  STATE/COUNTY-  TX/YOUNG
 DO0763  USGS QUAD   -  LAKE EDDLEMAN (1981)
 DO0763
 DO0763                         *CURRENT SURVEY CONTROL
 DO0763  ___________________________________________________________________
 DO0763* NAD 83(1993)-  33 14 32.84953(N)    098 32 13.43776(W)     ADJUSTED  
 DO0763* NAVD 88     -       411.6    (meters)    1350.     (feet)  VERTCON   
 DO0763  ___________________________________________________________________
 DO0763  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 DO0763  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DO0763
 DO0763  HORZ ORDER  -  SECOND
 DO0763
 DO0763.The horizontal coordinates were established by classical geodetic methods
 DO0763.and adjusted by the National Geodetic Survey in February 1996..
 DO0763
 DO0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0763
 DO0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0763
 DO0763.The geoid height was determined by GEOID03.
 DO0763
 DO0763;                    North         East     Units Scale Factor Converg.
 DO0763;SPC TXNC     - 2,174,740.343   596,545.985   MT  0.99987815   -0 01 12.8
 DO0763;SPC TXNC     - 7,134,960.61  1,957,167.95   sFT  0.99987815   -0 01 12.8
 DO0763;UTM  14      - 3,678,261.916   543,126.881   MT  0.99962293   +0 15 13.6
 DO0763
 DO0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0763!SPC TXNC     -   0.99993987  x   0.99987815  =   0.99981802
 DO0763!UTM  14      -   0.99993987  x   0.99962293  =   0.99956282
 DO0763
 DO0763                          SUPERSEDED SURVEY CONTROL
 DO0763
 DO0763  NAD 83(1993)-  33 14 32.85076(N)    098 32 13.43688(W) AD(       ) 2
 DO0763  NAD 83(1986)-  33 14 32.85212(N)    098 32 13.42391(W) AD(       ) 2
 DO0763  NAD 27      -  33 14 32.44790(N)    098 32 12.22228(W) AD(       ) 2
 DO0763  NGVD 29 (07/19/86)  411.5    (m)         1350.     (f) VERT ANG       
 DO0763
 DO0763.Superseded values are not recommended for survey control.
 DO0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0763.See file dsdata.txt to determine how the superseded data were derived.
 DO0763
 DO0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4312778262(NAD 83)
 DO0763_MARKER: DD = SURVEY DISK
 DO0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0763+STABILITY: SURFACE MOTION
 DO0763
 DO0763  HISTORY     - Date     Condition        Report By
 DO0763  HISTORY     - 1975     MONUMENTED       USGS
 DO0763  HISTORY     - 1966     GOOD             USGS
 DO0763  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0763
 DO0763                          STATION DESCRIPTION
 DO0763
 DO0763'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (JLC)
 DO0763'THE STATION IS LOCATED ABOUT 20 MILES WEST OF JACKSBORO, 14-1/2
 DO0763'MILES SOUTHEAST OF OLNEY, 2 MILES SOUTHEAST OF LOVING AND ON
 DO0763'PROPERTY OWNED BY MR. N. LIGON OF LOVING.  TELEPHONE NUMBER
 DO0763'378-2436.
 DO0763'
 DO0763'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 199 AND 16
 DO0763'IN THE EAST EDGE OF LOVING, GO SOUTH ON STATE HIGHWAY 16 FOR 1.25
 DO0763'MILE TO CROSS ROAD.  TURN RIGHT AND GO WEST ON A GRADED ROAD FOR
 DO0763'1.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.3 MILE
 DO0763'TO A WIRE GATE ON THE RIGHT.  PASS THROUGH GATE AND GO NORTHERLY
 DO0763'ON TRACK ROAD FOR 0.15 MILE TO CROSS ROAD.  TURN RIGHT
 DO0763'KEEPING NORTHERLY FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK
 DO0763'AND GO WEST AND NORTHWEST UP HILL ON TRACK ROAD FOR 0.25 MILE TO
 DO0763'A LEVELED AREA.  BEAR LEFT AND CONTINUE UP HILL FOR 0.1
 DO0763'MILE TO STATION ON THE RIGHT, AS DESCRIBED.
 DO0763'
 DO0763'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK DISK
 DO0763'STAMPED LIGON ET 1963, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 DO0763'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 38
 DO0763'FEET SOUTHWEST OF A MESQUITE TREE.
 DO0763'
 DO0763'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DO0763'LOVING, DISTANCE BEING (44.10 FEET) OR 13.441 METERS SOUTHWEST OF
 DO0763'STATION LOVING.
 DO0763
 DO0763                          STATION RECOVERY (1966)
 DO0763
 DO0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0763'LOCATED ABOUT 15.5 MI. SE. OF OLNEY AND 2 MI. SW. OF LOVING IN THE
 DO0763'CENTER OF A FLAT TOPPED HILL HAVING AN OIL WELL ON THE NE. SIDE.
 DO0763'STATION IS SET IN A DIRT MOUND AT THE NW. SIDE OF A BARE AREA ON THE
 DO0763'TOP.
 DO0763'
 DO0763'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 199 AND FARM TO MARKET
 DO0763'ROAD 61 AT THE E. EDGE OF LOVING, TAKE FARM TO MARKET ROAD 61 S. 1.3
 DO0763'MI. TO CROSSROAD, TURN RIGHT (W.) ON DIRT RD. 1.5 MI. TO A RD. ON THE
 DO0763'LEFT, TURN LEFT (S.) ACROSS CATTLEGUARD AND FOLLOW RD. UP E. SIDE OF
 DO0763'HILL 0.4 MI. TO AN OIL WELL, CONTINUE W. ON TRACK RD. UP HILL 0.1 MI.
 DO0763'TO BARE AREA AND STATION.
 DO0763'
 DO0763'RECOVERED BY USGS IN 1966.
 DO0763'
 DO0763'STATION MARK--STANDARD USGS TABLET STAMPED---LIGON-ET 1963---, IN
 DO0763'CONCRETE POST, PROJECTING 0.2 FT.
 DO0763
 DO0763                          STATION RECOVERY (2005)
 DO0763
 DO0763'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0739 ***********************************************************************
 CC0739  DESIGNATION -  LIGON
 CC0739  PID         -  CC0739
 CC0739  STATE/COUNTY-  TX/UPTON
 CC0739  USGS QUAD   -  HANKS RANCH (1971)
 CC0739
 CC0739                         *CURRENT SURVEY CONTROL
 CC0739  ___________________________________________________________________
 CC0739* NAD 83(1993)-  31 29 55.73032(N)    102 00 46.77952(W)     ADJUSTED  
 CC0739* NAVD 88     -       840.8    (meters)    2759.     (feet)  VERTCON   
 CC0739  ___________________________________________________________________
 CC0739  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CC0739  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CC0739
 CC0739  HORZ ORDER  -  SECOND
 CC0739
 CC0739.The horizontal coordinates were established by classical geodetic methods
 CC0739.and adjusted by the National Geodetic Survey in February 1996..
 CC0739
 CC0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0739
 CC0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0739
 CC0739.The geoid height was determined by GEOID03.
 CC0739
 CC0739;                    North         East     Units Scale Factor Converg.
 CC0739;SPC TX C     - 3,204,310.732   540,445.233   MT  0.99991931   -0 51 54.4
 CC0739;SPC TX C     -10,512,809.46  1,773,110.74   sFT  0.99991931   -0 51 54.4
 CC0739;UTM  13      - 3,488,751.443   783,721.328   MT  1.00059298   +1 33 42.1
 CC0739;UTM  14      - 3,488,819.066   213,809.101   MT  1.00061034   -1 34 31.1
 CC0739
 CC0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0739!SPC TX C     -   0.99987177  x   0.99991931  =   0.99979109
 CC0739!UTM  13      -   0.99987177  x   1.00059298  =   1.00046468
 CC0739!UTM  14      -   0.99987177  x   1.00061034  =   1.00048203
 CC0739
 CC0739|---------------------------------------------------------------------|
 CC0739| PID    Reference Object                     Distance      Geod. Az  |
 CC0739|                                                           dddmmss.s |
 CC0739| CH8871 LIGON RM 1                           27.250 METERS 03309     |
 CC0739| CH8870 LIGON AZ MK                                        1583718.1 |
 CC0739| CB0985 UPLAND                              APPROX.12.8 KM 1735708.9 |
 CC0739| CH8872 LIGON RM 2                           32.110 METERS 30502     |
 CC0739|---------------------------------------------------------------------|
 CC0739
 CC0739                          SUPERSEDED SURVEY CONTROL
 CC0739
 CC0739  NAD 83(1986)-  31 29 55.73653(N)    102 00 46.77063(W) AD(       ) 2
 CC0739  NAD 27      -  31 29 55.23900(N)    102 00 45.28800(W) AD(       ) 2
 CC0739  NGVD 29 (07/19/86)  840.5    (m)         2758.     (f) VERT ANG       
 CC0739
 CC0739.Superseded values are not recommended for survey control.
 CC0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0739.See file dsdata.txt to determine how the superseded data were derived.
 CC0739
 CC0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ8372188751(NAD 83)
 CC0739_MARKER: DS = TRIANGULATION STATION DISK
 CC0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0739
 CC0739  HISTORY     - Date     Condition        Report By
 CC0739  HISTORY     - 1935     MONUMENTED       CGS
 CC0739  HISTORY     - 1938     GOOD             TXHD
 CC0739  HISTORY     - 1939     GOOD             TSI
 CC0739  HISTORY     - 1967     GOOD             CGS
 CC0739  HISTORY     - 1970     GOOD             NGS
 CC0739
 CC0739                          STATION DESCRIPTION
 CC0739
 CC0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0739'STATION IS ABOUT 20 MILES NNW OF RANKIN AND IS ON PROPERTY
 CC0739'UNDER CONTROL OF THE TRISTATE CATTLE AND LOAN COMPANY.
 CC0739'IT IS 71 FEET W OF A N-S FENCE AND IS 128 FEET SSW OF A WINDMILL
 CC0739'AND A WELL.  THE MARK PROJECTS 5 INCHES.
 CC0739'
 CC0739'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CC0739'STANDARD BRONZE DISKS SET IN CONCRETE.
 CC0739'
 CC0739'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS 2 FEET W OF
 CC0739'THE FENCE AND IS 49 FEET S OF THE WELL.  THE MARK PROJECTS 4
 CC0739'INCHES.
 CC0739'
 CC0739'REFERENCE MARK NO. 2 IS NW OF THE STATION AND IS 137 FEET W
 CC0739'OF THE FENCE.  THE MARK PROJECTS 4 INCHES.
 CC0739'
 CC0739'THE AZIMUTH MARK IS ABOUT 0.2 MILE S OF THE STATION AND IS
 CC0739'1-1/2 FEET W OF THE N-S FENCE.  THE MARK PROJETS 5 INCHES.
 CC0739'
 CC0739'THE STATION IS REACHED FROM THE COURTHOUSE IN MIDLAND BY
 CC0739'GOING W TWO BLOCKS.  TURN S ON THE RANKIN ROAD AND GO 32.2
 CC0739'MILES TO A BOARD GATE ON THE W SIDE OF THE ROAD.  (THIS
 CC0739'POINT IS 2.8 MILES S OF STATION TEN THIRTY ON THE E SIDE OF
 CC0739'THE ROAD).  PASS THROUGH THE GATE AND GO W 0.4 MILE TO THE
 CC0739'WINDMILL.  CONTINUE WESTERLY 0.7 MILE AND THEN WESTERLY 1.0
 CC0739'MILE ALONG THE S SIDE OF THE FENCE.  PASS THROUGH A BOARD GATE
 CC0739'AND CONTINUE WESTERLY ALONG THE S SIDE OF THE FENCE 1.0 MILE.
 CC0739'TAKE THE LEFT ONE OF THREE FORKS AND GO SOUTHERLY 2.3 MILES.
 CC0739'GO WESTERLY ALONG THE N SIDE OF THE FENCE 0.3 MILE.  PASS
 CC0739'THROUGH A BOARD GATE AND GO SOUTHERLY ALONG THE W SIDE OF
 CC0739'THE FENCE 1.2 MILES TO THE WINDMILL AND WELL AND THE
 CC0739'STATION.
 CC0739'
 CC0739'A 50-FOOT TOWER WAS ERECTED.
 CC0739
 CC0739                          STATION RECOVERY (1938)
 CC0739
 CC0739'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0739'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CC0739
 CC0739                          STATION RECOVERY (1939)
 CC0739
 CC0739'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0739'STATION MARK IN GOOD CONDITION.
 CC0739'
 CC0739'STATION CAN BE REACHED FROM RANKIN WITH GOOD ROADS BY
 CC0739'FOLLOWING DIRECTIONS OF STATION UPLAND TO FRANK LEWIS RANCH
 CC0739'HOUSE, CONTINUE N THROUGH CATTLE GUARD ON A WELL-TRAVELED
 CC0739'ROAD TO ANOTHER CATTLE GUARD.  PASS THROUGH CATTLE GUARD AND
 CC0739'TURN LEFT BEARING NW ON ROAD PASSING UNDER HI-LINE AND CONTINUE
 CC0739'ON ROAD UNTIL YOU REACH A RANCH SIGN BEARING THE NAMES OF
 CC0739'MR. AND MRS. HANKS, HERE LEAVE ROAD AND TURN RIGHT OR N AND
 CC0739'GO TO HANKS RANCH HOUSE, GO THROUGH CORRAL GATE, TURN RIGHT
 CC0739'ON S SIDE OF HOUSE AND GO THROUGH GATE IN A N-S FENCE FOLLOW
 CC0739'N ALONG E SIDE OF FENCE TO WINDMILL AND STATION.
 CC0739
 CC0739                          STATION RECOVERY (1967)
 CC0739
 CC0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EEM)
 CC0739'STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 CC0739'AZIMUTH MARK NOT SEARCHED FOR.
 CC0739'
 CC0739'ADD THE FOLLOWING TO DESCRIPTION--TURN RIGHT OF S SIDE OF
 CC0739'HOUSE AND GO THROUGH GATE IN A N-S FENCE AND FOLLOW MAIN
 CC0739'TRAVELED ROAD NE FOR 2.6 MILES TO WINDMILL AND STATION.
 CC0739'
 CC0739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 CC0739'20 MILES NNW OF RANKIN, TEXAS.
 CC0739
 CC0739                          STATION RECOVERY (1970)
 CC0739
 CC0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0739'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 CC0739'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS
 CC0739'FOUND IN THE MEASUREMENT TO R.M. 2, AND BETWEEN THE R.M.S.
 CC0739'THE ANGLE CHECKED.  THE DIRECTION TO THE AZIMUTH MARK WAS NOT
 CC0739'OBSERVED DUE TO HEAVY BRUSH ON LINE.
 CC0739'
 CC0739'A NEW DESCRIPTION FOLLOWS--
 CC0739'
 CC0739'THE STATION IS LOCATED ON FLAT, BRUSHY, PASTURE LAND ABOUT
 CC0739'35 MILES SOUTH OF MIDLAND, 20 MILES NORTH-NORTHWEST OF RANKIN,
 CC0739'AND 4 MILES WEST OF STATE HIGHWAY 349, NEAR A STEEL FRAMED
 CC0739'WINDMILL AND A ROUND CONCRETE WATER TANK ON PROPERTY OWNED
 CC0739'BY A MRS. HANKS OF SAN ANGELO.
 CC0739'
 CC0739'THE STATION MARK IS A STANDARD DISK STAMPED LIGON 1935, SET
 CC0739'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT
 CC0739'IS 128 FEET SOUTH OF THE WELL PIPE UNDER THE WINDMILL, 104
 CC0739'FEET SOUTH OF THE SOUTH SIDE OF THE ROUND CONCRETE WATER
 CC0739'TANK, AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 CC0739'
 CC0739'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LIGON NO 1 1935,
 CC0739'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 CC0739'IT IS 49 FEET SOUTHEAST OF THE WELL PIPE, 29 FEET SOUTHEAST
 CC0739'OF THE WATER TANK, AND 1.7 FEET WEST OF A FENCE LINE.
 CC0739'
 CC0739'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED LIGON NO 2 1935,
 CC0739'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 CC0739'IT IS 137 FEET SOUTHWEST OF THE WELL PIPE, AND 0.9 FOOT
 CC0739'EAST OF A METAL WITNESS POST.
 CC0739'
 CC0739'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CC0739'LIGON AZIMUTH 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH
 CC0739'PROJECTS 8-INCHES.  IT IS 0.2 MILE SOUTH-SOUTHEAST OF THE
 CC0739'STATION, 1.5 FEET NORTH OF A METAL WITNESS POST, AND 1.5
 CC0739'FEET WEST OF A NORTH-SOUTH FENCE LINE.  THERE ARE TRACK
 CC0739'ROADS ALONG EACH SIDE OF THE FENCE.
 CC0739'
 CC0739'TO REACH THE STATION FROM THE MIDLAND COUNTY COURTHOUSE IN
 CC0739'MIDLAND, GO WEST ON WALL STREET (BUSINESS U.S. HIGHWAY 80)
 CC0739'FOR 0.15 MILE TO THE INTERSECTION WITH STATE HIGHWAY 349,
 CC0739'TURN LEFT, SOUTH, AND FOLLOW HIGHWAY 349 FOR 40.25 MILES
 CC0739'(THIS IS 10.75 MILES SOUTH OF TRIANGULATION STATION TEN
 CC0739'THIRTY)* TO A GRADED SIDE ROAD AND CATTLE GUARD ON THE RIGHT
 CC0739'AND A SIGN, CROSS L RANCH CO., 15 MILES, (AN EAST-WEST TWIN
 CC0739'POLE POWER TRANSMISSION LINE CROSSES THE HIGHWAY AND GRADED
 CC0739'ROAD AT THIS POINT) TURN RIGHT AND GO WEST ON THE GRADED
 CC0739'COUNTY ROAD FOR 3.1 MILES TO A ROAD FORK, 0.1 MILE AFTER
 CC0739'CROSSING A CATTLE GUARD, BEAR NORTHWEST ON RIGHT FORK AND
 CC0739'GO 2.7 MILES TO A GRADED DRIVEWAY AND STEEL SIGN POST
 CC0739'WITH A PW BRAND EMBLEM AT ITS TOP ON THE RIGHT, TURN
 CC0739'RIGHT AND FOLLOW DRIVEWAY NORTH FOR 0.7 MILE TO THE HANKS
 CC0739'RANCH YARD GATE, GO THRU GATE AND AROUND SOUTH AND EAST
 CC0739'SIDE OF HOUSE FOR 0.1 MILE TO A GATE NORTH OF THE HOUSE
 CC0739'IN A NORTH-NORTHWEST - SOUTH-SOUTHEAST FENCE LINE,
 CC0739'GO THRU GATE AND GO 130 FEET NORTHEAST, THEN BEAR
 CC0739'LEFT, DUE NORTH, AND FOLLOW TRACK ROAD FOR 1.6 MILES TO A
 CC0739'WIRE GATE IN AN EAST-WEST FENCE, GO THRU GATE AND
 CC0739'CONTINUE NORTH FOR 1.2 MILES TO THE WINDMILL AND
 CC0739'STATION AS DESCRIBED.
 CC0739'
 CC0739'THE AZIMUTH MARK WAS REACHED BY WALKING SOUTH-SOUTHEAST
 CC0739'ON A TRACK ROAD ALONG WEST SIDE OF FENCE LINE FOR 0.2 MILE
 CC0739'TO THE MARK ON THE LEFT AS DESCRIBED.
 CC0739'
 CC0739'*TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CC0739'67 AND STATE HIGHWAY 349 IN RANKIN, GO NORTH ON HIGHWAY
 CC0739'349 FOR 14.5 MILES TO THE GRADED SIDE ROAD LEFT, CATTLE GUARD
 CC0739'AND SIGN, CROSS L RANCH CO., FOLLOW THE PRECEDING TO
 CC0739'REACH FROM THIS POINT.
 CC0739'
 CC0739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20
 CC0739'MILES NNW OF RANKIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2690 ***********************************************************************
 BY2690  DESIGNATION -  LILBERT
 BY2690  PID         -  BY2690
 BY2690  STATE/COUNTY-  TX/NACOGDOCHES
 BY2690  USGS QUAD   -  DOUGLASS (1983)
 BY2690
 BY2690                         *CURRENT SURVEY CONTROL
 BY2690  ___________________________________________________________________
 BY2690* NAD 83(1993)-  31 44 03.29421(N)    094 54 13.07533(W)     ADJUSTED  
 BY2690* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 BY2690  ___________________________________________________________________
 BY2690  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BY2690  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BY2690
 BY2690  HORZ ORDER  -  SECOND
 BY2690
 BY2690.The horizontal coordinates were established by classical geodetic methods
 BY2690.and adjusted by the National Geodetic Survey in February 1996..
 BY2690
 BY2690.The orthometric height was scaled from a topographic map.
 BY2690
 BY2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2690
 BY2690.The geoid height was determined by GEOID03.
 BY2690
 BY2690;                    North         East     Units Scale Factor Converg.
 BY2690;SPC TX C     - 3,241,764.086 1,214,320.724   MT  0.99996335   +2 47 47.8
 BY2690;SPC TX C     -10,635,687.67  3,983,983.91   sFT  0.99996335   +2 47 47.8
 BY2690;UTM  15      - 3,512,555.873   319,660.159   MT  1.00000112   -1 00 05.6
 BY2690
 BY2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2690!SPC TX C     -   0.99998506  x   0.99996335  =   0.99994841
 BY2690!UTM  15      -   0.99998506  x   1.00000112  =   0.99998618
 BY2690
 BY2690|---------------------------------------------------------------------|
 BY2690| PID    Reference Object                     Distance      Geod. Az  |
 BY2690|                                                           dddmmss.s |
 BY2690| CV7878 LILBERT RM 1                         22.760 METERS 04822     |
 BY2690| CV7879 LILBERT RM 2                         25.265 METERS 18617     |
 BY2690| CV7877 LILBERT AZ MK                                      3163801.4 |
 BY2690|---------------------------------------------------------------------|
 BY2690
 BY2690                          SUPERSEDED SURVEY CONTROL
 BY2690
 BY2690  NAD 83(1986)-  31 44 03.30498(N)    094 54 13.06172(W) AD(       ) 2
 BY2690  NAD 27      -  31 44 02.66400(N)    094 54 12.29800(W) AD(       ) 2
 BY2690
 BY2690.Superseded values are not recommended for survey control.
 BY2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2690.See file dsdata.txt to determine how the superseded data were derived.
 BY2690
 BY2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR1966012556(NAD 83)
 BY2690_MARKER: DS = TRIANGULATION STATION DISK
 BY2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2690
 BY2690  HISTORY     - Date     Condition        Report By
 BY2690  HISTORY     - 1948     MONUMENTED       CGS
 BY2690
 BY2690                          STATION DESCRIPTION
 BY2690
 BY2690'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2690'THE STATION IS LOCATED ABOUT 6.5 MILES AIRLINE SOUTHWEST OF
 BY2690'CUSHING AND 4.5 MILES AIRLINE NORTHWEST OF THE VILLAGE OF
 BY2690'DOUGLASS IN THE SMALL SETTLEMENT OF LILBERT AND ON THE GROUNDS
 BY2690'OF THE LILBERT SCHOOL HOUSE.  IT IS ABOUT 225 FEET SOUTH OF
 BY2690'THE SOUTHWEST CORNER OF THE SCHOOL HOUSE, 41 FEET EAST OF THE
 BY2690'CENTER OF THE GRADED ROAD, 33 FEET SOUTH OF THE SOUTHWEST
 BY2690'CORNER OF THE WELL HOUSE AND 30 FEET NORTH-NORTHEAST OF A
 BY2690'6 INCH CEDAR TREE.  IT IS STAMPED LILBERT 1948 AND SET FLUSH
 BY2690'WITH THE GROUND SURFACE.
 BY2690'
 BY2690'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 49 FEET EAST
 BY2690'OF THE NORTHEAST CORNER OF THE WELL HOUSE.  IT IS STAMPED
 BY2690'LILBERT NO 1 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 BY2690'
 BY2690'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 33 FEET EAST OF
 BY2690'THE CENTER OF THE GRADED ROAD AND 19 FEET NORTHEAST OF A
 BY2690'TELEPHONE POLE.  IT IS STAMPED LILBERT NO 2 1948 AND SET FLUSH
 BY2690'WITH THE GROUND SURFACE.
 BY2690'
 BY2690'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWEST OF THE STATION,
 BY2690'27 FEET NORTHEAST OF THE CENTER OF A GRADED ROAD, 12 FEET WEST
 BY2690'OF THE CENTER OF DRIVEWAY INTO FARM YARD, 3 FEET WEST OF FENCE
 BY2690'CORNER AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED LILBERT
 BY2690'1948 AND PROJECTS 2 INCHES.  TO REACH FROM THE STATION, GO
 BY2690'NORTHEAST ON GRADED ROAD FOR 0.15 MILE, TURN LEFT AND GO
 BY2690'NORTHWEST FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 BY2690'
 BY2690'TO REACH THE STATION FROM THE RAILROAD STATION IN CUSHING,
 BY2690'GO SOUTH ON FARM ROAD NO 225 FOR 5.1 MILES TO GRADED ROAD RIGHT,
 BY2690'TURN RIGHT AND GO WEST FOR 3.2 MILES TO FORK IN THE SMALL
 BY2690'SETTLEMENT OF LILBERT, BEAR LEFT AND FOLLOW ROAD UP HILL FOR 0.2
 BY2690'MILE TO THE SCHOOL HOUSE AND STATION JUST SOUTH OF WELL HOUSE.
 BY2690'
 BY2690'AN 87 FOOT SIGNAL AT STATION LEGGS IS VISIBLE AT 4 FEET
 BY2690'
 BY2690'AN 87 FOOT SIGNAL AT STATION ALTO IS VISIBLE AT 50 FEET
 BY2690'
 BY2690'A 47 FOOT SIGNAL AT STATION CARTER IS VISIBLE AT 4 FEET
 BY2690'
 BY2690'A 47 FOOT SIGNAL AT STATION BEARD IS VISIBLE AT 37 FEET
 BY2690'
 BY2690'A 113 FOOT SIGNAL AT STATION CUSHING IS VISIBLE AT 37 FEET
 BY2690'
 BY2690'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1295 ***********************************************************************
 CR1295  DESIGNATION -  LILES
 CR1295  PID         -  CR1295
 CR1295  STATE/COUNTY-  TX/VAN ZANDT
 CR1295  USGS QUAD   -  CARROLL (1984)
 CR1295
 CR1295                         *CURRENT SURVEY CONTROL
 CR1295  ___________________________________________________________________
 CR1295* NAD 83(1993)-  32 24 35.30742(N)    095 33 49.68418(W)     ADJUSTED  
 CR1295* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 CR1295  ___________________________________________________________________
 CR1295  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CR1295  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR1295
 CR1295  HORZ ORDER  -  FIRST
 CR1295
 CR1295.The horizontal coordinates were established by classical geodetic methods
 CR1295.and adjusted by the National Geodetic Survey in February 1996..
 CR1295
 CR1295.The orthometric height was scaled from a topographic map.
 CR1295
 CR1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1295
 CR1295.The geoid height was determined by GEOID03.
 CR1295
 CR1295;                    North         East     Units Scale Factor Converg.
 CR1295;SPC TXNC     - 2,086,267.334   876,155.575   MT  0.99993491   +1 36 05.0
 CR1295;SPC TXNC     - 6,844,695.41  2,874,520.42   sFT  0.99993491   +1 36 05.0
 CR1295;UTM  15      - 3,588,753.770   258,884.076   MT  1.00031697   -1 22 29.2
 CR1295
 CR1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1295!SPC TXNC     -   0.99997301  x   0.99993491  =   0.99990792
 CR1295!UTM  15      -   0.99997301  x   1.00031697  =   1.00028997
 CR1295
 CR1295|---------------------------------------------------------------------|
 CR1295| PID    Reference Object                     Distance      Geod. Az  |
 CR1295|                                                           dddmmss.s |
 CR1295| CY1494 LILES RM 1                           39.560 METERS 08111     |
 CR1295| CY1493 LILES AZ MK                                        1073948.1 |
 CR1295| CR1296 ECHOLS                              APPROX.15.7 KM 1995341.5 |
 CR1295| CY1495 LILES RM 2                           30.925 METERS 27044     |
 CR1295|---------------------------------------------------------------------|
 CR1295
 CR1295                          SUPERSEDED SURVEY CONTROL
 CR1295
 CR1295  NAD 83(1986)-  32 24 35.31523(N)    095 33 49.66970(W) AD(       ) 1
 CR1295  NAD 27      -  32 24 34.79840(N)    095 33 48.80610(W) AD(       ) 1
 CR1295
 CR1295.Superseded values are not recommended for survey control.
 CR1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1295.See file dsdata.txt to determine how the superseded data were derived.
 CR1295
 CR1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR5888488754(NAD 83)
 CR1295_MARKER: DS = TRIANGULATION STATION DISK
 CR1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1295
 CR1295  HISTORY     - Date     Condition        Report By
 CR1295  HISTORY     - 1950     MONUMENTED       CGS
 CR1295  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR1295
 CR1295                          STATION DESCRIPTION
 CR1295
 CR1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1295'STATION IS LOCATED ABOUT 16 MILES WEST-NORTHWEST OF TYLER AT
 CR1295'THE NORTHERN END OF A GROUP OF LOW ROLLING HILLS.  THE STATION
 CR1295'HILL IS RATHER STEEP ON ALL SIDES AND IS COVERED WITH PINE AND
 CR1295'OAK TREES BUT SHOWS SIGNS OF BEING FARMED AT ONE TIME.  STATION
 CR1295'IS 23 FEET SOUTHEAST OF LARGE OAK TREE WITH TRIANGLE BLAZE
 CR1295'AND 14 FEET SOUTH OF WITNESS POST AND FENCELINE.  THE MARK
 CR1295'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LILES 1950.
 CR1295'
 CR1295'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 CR1295'ABOUT 6 INCHES AND THE DISK IS STAMPED LILES NO 1 1950.
 CR1295'
 CR1295'REFERENCE MARK NO. 2 IS 11 FEET SOUTH OF FENCE.  THE MARK
 CR1295'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LILES NO 2 1950.
 CR1295'
 CR1295'AZIMUTH MARK IS 40 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE
 CR1295'OF TRACK ROAD, 36 FEET WEST OF THE EDGE OF HILL AND 2 FEET NORTH
 CR1295'OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 CR1295'IS STAMPED LILES 1950.
 CR1295'
 CR1295'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF EDOM
 CR1295'GO EAST ON U.S. HIGHWAY 64 FOR 0.05 MILE TO FARM ROAD 314.
 CR1295'TURN LEFT AND GO NORTH ON FARM ROAD 314 FOR 2.7 MILES TO SIDE
 CR1295'ROAD RIGHT.  TURN RIGHT ON DIRT ROAD AND GO 0.9 MILE TO FORK.
 CR1295'KEEP LEFT FORK FOR 1.0 MILE TO JAGGED CROSSROADS.  TURN RIGHT AND
 CR1295'GO 1.5 MILES TO FORK.  KEEP RIGHT FORK FOR 0.3 MILE TO FORK.
 CR1295'KEEP RIGHT FORK FOR 0.5 MILE TO GATE ON RIGHT.  TURN RIGHT
 CR1295'THROUGH GATE ON DIM ROAD FOR 0.1 MILE TO REMAINS OF AN OLD
 CR1295'HOUSE.  KEEP TO THE LEFT OF OLD HOUSE AND FENCELINE AND GO
 CR1295'NORTHERLY UP OLD WOODS ROAD FOR 0.25 MILE TO AZIMUTH MARK
 CR1295'IN SOUTHEAST CORNER OF FIELD AS DESCRIBED.  CONTINUE
 CR1295'NORTHWESTERLY FOR 0.1 MILE TO STATION ON NORTH SIDE OF FIELD
 CR1295'AS DESCRIBED.
 CR1295'
 CR1295'A 74 FOOT SIGNAL AT STATION ECHOLS 1935 IS VISIBLE AT 64 FEET.
 CR1295'
 CR1295'A 74 FOOT SIGNAL AT STATION CATES 1935 IS VISIBLE AT 64 FEET.
 CR1295'
 CR1295'AN 87 FOOT SIGNAL AT STATION PARKER IS VISIBLE AT 64 FEET.
 CR1295'
 CR1295'AN 87 FOOT SIGNAL AT STATION POUNDS IS VISIBLE AT 64 FEET.
 CR1295'
 CR1295'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CR1295
 CR1295                          STATION RECOVERY (1995)
 CR1295
 CR1295'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0329 ***********************************************************************
 BB0329  DESIGNATION -  LILLIAN
 BB0329  PID         -  BB0329
 BB0329  STATE/COUNTY-  TX/PRESIDIO
 BB0329  USGS QUAD   -  CERRO ORONA (1979)
 BB0329
 BB0329                         *CURRENT SURVEY CONTROL
 BB0329  ___________________________________________________________________
 BB0329* NAD 83(1993)-  29 50 38.58375(N)    104 26 09.11108(W)     ADJUSTED  
 BB0329* NAVD 88     -      1875.     (meters)    6152.     (feet)  SCALED    
 BB0329  ___________________________________________________________________
 BB0329  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 BB0329  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BB0329
 BB0329  HORZ ORDER  -  FIRST
 BB0329
 BB0329.The horizontal coordinates were established by classical geodetic methods
 BB0329.and adjusted by the National Geodetic Survey in February 1996..
 BB0329
 BB0329.The orthometric height was scaled from a topographic map.
 BB0329
 BB0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0329
 BB0329.The geoid height was determined by GEOID03.
 BB0329
 BB0329;                    North         East     Units Scale Factor Converg.
 BB0329;SPC TXSC     - 4,235,048.006    74,935.841   MT  0.99990260   -2 39 47.2
 BB0329;SPC TXSC     -13,894,486.67    245,852.01   sFT  0.99990260   -2 39 47.2
 BB0329;UTM  13      - 3,301,638.659   554,494.911   MT  0.99963664   +0 16 50.7
 BB0329
 BB0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0329!SPC TXSC     -   0.99970923  x   0.99990260  =   0.99961186
 BB0329!UTM  13      -   0.99970923  x   0.99963664  =   0.99934598
 BB0329
 BB0329:                Primary Azimuth Mark                     Grid Az
 BB0329:SPC TXSC     -  ROSS                                     134 16 06.8
 BB0329:UTM  13      -  ROSS                                     131 19 28.9
 BB0329
 BB0329|---------------------------------------------------------------------|
 BB0329| PID    Reference Object                     Distance      Geod. Az  |
 BB0329|                                                           dddmmss.s |
 BB0329| BB0327 ROSS                                APPROX.10.6 KM 1313619.6 |
 BB0329| CH8873 LILLIAN RM 1                         13.853 METERS 17025     |
 BB0329| CH8874 LILLIAN RM 2                          6.767 METERS 29631     |
 BB0329|---------------------------------------------------------------------|
 BB0329
 BB0329                          SUPERSEDED SURVEY CONTROL
 BB0329
 BB0329  NAD 83(1986)-  29 50 38.57546(N)    104 26 09.10855(W) AD(       ) 1
 BB0329  NAD 27      -  29 50 37.97000(N)    104 26 07.37400(W) AD(       ) 1
 BB0329
 BB0329.Superseded values are not recommended for survey control.
 BB0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0329.See file dsdata.txt to determine how the superseded data were derived.
 BB0329
 BB0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP5449501639(NAD 83)
 BB0329_MARKER: DS = TRIANGULATION STATION DISK
 BB0329_SETTING: 66 = SET IN ROCK OUTCROP
 BB0329
 BB0329  HISTORY     - Date     Condition        Report By
 BB0329  HISTORY     - 1934     MONUMENTED       CGS
 BB0329
 BB0329                          STATION DESCRIPTION
 BB0329
 BB0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0329'ABOUT 8 MILES WEST OF SHAFTER AND 20 MILES NORTH OF PRESIDIO,
 BB0329'ON THE HIGHEST POINT OF THE SOUTHERNMOST CONE-SHAPED PEAK IN
 BB0329'THE CHINATI MOUNTAINS, JUST NORTH OF SPENCER SPRINGS.  THE
 BB0329'PEAK HAS SEVERAL RIMS ON THE SOUTH AND WEST SIDES, AND BLUFFS
 BB0329'SHARP TO THE SOUTH AND WEST.  THERE ARE HIGHER PEAKS TO THE
 BB0329'EAST AND NORTH.
 BB0329'
 BB0329'TO REACH FROM PRESIDIO, FOLLOW MAIN STREET EAST 0.25 MILE
 BB0329'TO ITS JUNCTION WITH U.S. HIGHWAY 67, TURN NORTH ON U.S.
 BB0329'HIGHWAY 67 AND FOLLOW 17.3 MILES TO A POINT WHERE A ROAD
 BB0329'COMES IN FROM THE WEST AT SIGN PRESIDIO.  TURN WEST ONTO THIS
 BB0329'ROAD AND FOLLOW MAIN GRADED ROADS 6.15 MILES TO A WELL USED
 BB0329'ROAD LEADING NORTHEAST, TURN NORTHEAST ONTO THIS ROAD AND
 BB0329'GO 2.55 MILES PASSING THROUGH THREE WIRE GATES.  TURN LEFT
 BB0329'(NORTHWEST) (SPENCER SPRING IS ABOUT 1/2 MILE TO THE
 BB0329'SOUTHEAST) AND GO 0.3 MILE TO A POINT JUST AFTER CROSSING DRY
 BB0329'CREEK.  AT THIS POINT TURN RIGHT (NORTHEAST) LEAVING MAIN
 BB0329'ROAD AND GO ACROSS BRUSH-COVERED FLATS 0.25 MILE TO A
 BB0329'BASE OF RIDGE.  FROM HERE BEAR LEFT (NORTH) UP RIDGE
 BB0329'PASSING THROUGH A RIM JUST EAST OF THE HIGHEST POINT ON
 BB0329'THE WEST END OF FIRST RIDGE.  FROM THE TOP OF RIM
 BB0329'FOLLOW STOCK TRAILS NORTH TOWARDS THE BASE OF PEAK, BEAR
 BB0329'RIGHT UNTIL CROSSING CREEK THAT HEADS IN SADDLE TO THE EAST
 BB0329'OF PEAK PROPER.  FROM HERE BEAR LEFT UP EAST SIDE OF
 BB0329'CREEK TO SADDLE.  FROMSADDLE BEAR WEST TO TOP OF PEAK
 BB0329'AND STATION.  THERE IS A TRAIL THAT FOLLOWS ABOUT HALF
 BB0329'WAY UP MOUNTAIN ON EAST SIDE OF CREEK TO A SADDLE EAST OF
 BB0329'PEAK.  A 2-HOUR PACK WITH LOAD.  WATER AT SHAFTER.
 BB0329'
 BB0329'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BB0329'IN OUTCROPPING BEDROCK.
 BB0329'
 BB0329'REFERENCE MARKS ARE ON THE SAME PEAK AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2171 ***********************************************************************
 AN2171  DESIGNATION -  LILLY
 AN2171  PID         -  AN2171
 AN2171  STATE/COUNTY-  TX/BEE
 AN2171  USGS QUAD   -  CLAREVILLE (1979)
 AN2171
 AN2171                         *CURRENT SURVEY CONTROL
 AN2171  ___________________________________________________________________
 AN2171* NAD 83(1993)-  28 22 08.23081(N)    097 48 03.73985(W)     ADJUSTED  
 AN2171* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 AN2171  ___________________________________________________________________
 AN2171  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AN2171  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN2171
 AN2171  HORZ ORDER  -  THIRD
 AN2171
 AN2171.The horizontal coordinates were established by classical geodetic methods
 AN2171.and adjusted by the National Geodetic Survey in February 1996..
 AN2171
 AN2171.The orthometric height was scaled from a topographic map.
 AN2171
 AN2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2171
 AN2171.The geoid height was determined by GEOID03.
 AN2171
 AN2171;                    North         East     Units Scale Factor Converg.
 AN2171;SPC TXSC     - 4,059,966.120   717,526.370   MT  1.00000416   +0 35 14.6
 AN2171;SPC TXSC     -13,320,072.18  2,354,084.43   sFT  1.00000416   +0 35 14.6
 AN2171;UTM  14      - 3,138,658.411   617,485.665   MT  0.99977035   +0 34 11.1
 AN2171
 AN2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2171!SPC TXSC     -   0.99999054  x   1.00000416  =   0.99999470
 AN2171!UTM  14      -   0.99999054  x   0.99977035  =   0.99976089
 AN2171
 AN2171:                Primary Azimuth Mark                     Grid Az
 AN2171:SPC TXSC     -  BEEVILLE MUNICIPAL TANK                  041 23 48.6
 AN2171:UTM  14      -  BEEVILLE MUNICIPAL TANK                  041 24 52.1
 AN2171
 AN2171|---------------------------------------------------------------------|
 AN2171| PID    Reference Object                     Distance      Geod. Az  |
 AN2171|                                                           dddmmss.s |
 AN2171| AN2168 BEEVILLE MUNICIPAL TANK             APPROX. 6.4 KM 0415903.2 |
 AN2171| CV5497 LILLY AZ MK                                        0525412.6 |
 AN2171| AN2142 BEEVILLE BEE CO CTHSE DOME          APPROX. 6.3 KM 0550817.6 |
 AN2171| AN2143 BEEVILLE RADIO STA KIBL MAST        APPROX. 7.3 KM 0751544.1 |
 AN2171| CV5498 LILLY RM 1                           24.482 METERS 23050     |
 AN2171| AN2170 BROWNSVILLE FT WORTH AWY BN 19      APPROX. 0.9 KM 2340010.0 |
 AN2171| CV5499 LILLY RM 2                           30.962 METERS 35023     |
 AN2171|---------------------------------------------------------------------|
 AN2171
 AN2171                          SUPERSEDED SURVEY CONTROL
 AN2171
 AN2171  NAD 83(1986)-  28 22 08.23750(N)    097 48 03.72167(W) AD(       ) 3
 AN2171  NAD 27      -  28 22 07.24100(N)    097 48 02.72800(W) AD(       ) 3
 AN2171
 AN2171.Superseded values are not recommended for survey control.
 AN2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2171.See file dsdata.txt to determine how the superseded data were derived.
 AN2171
 AN2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1748638658(NAD 83)
 AN2171_MARKER: DS = TRIANGULATION STATION DISK
 AN2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2171
 AN2171  HISTORY     - Date     Condition        Report By
 AN2171  HISTORY     - 1952     MONUMENTED       CGS
 AN2171
 AN2171                          STATION DESCRIPTION
 AN2171
 AN2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2171'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF BEEVILLE WHERE
 AN2171'STATE HIGHWAY 202 PASSES OVER THE SUMMIT OF A RIDGE.
 AN2171'
 AN2171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 181 AND
 AN2171'STATE HIGHWAY 202 IN BEEVILLE, GO SOUTHWEST ON STATE HIGHWAY
 AN2171'202 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 AN2171'BELOW.  CONTINUE SOUTHWEST ON HIGHWAY 0.5 MILE TO THE STATION
 AN2171'ON THE LEFT.
 AN2171'
 AN2171'THE STATION MARK IS STAMPED LILLY 1952.  IT IS A STANDARD
 AN2171'DISK SET IN A CONCRETE MONUMENT THE TOP OF WHICH IS 8 INCHES
 AN2171'BELOW THE GROUND LEVEL.  IT IS 103 FEET NORTHEAST OF A GRAVEL
 AN2171'ROAD, 40 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 AN2171'202 AND 5 FEET NORTH OF A WHITE WITNESS POST.
 AN2171'
 AN2171'REFERENCE MARK 1 IS STAMPED LILLY NO 1 1952.  IT IS A STANDARD
 AN2171'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 AN2171'23 FEET NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD AND 1 FOOT
 AN2171'NORTH OF A WIRE FENCE.
 AN2171'
 AN2171'REFERENCE MARK 2 IS STAMPED LILLY NO 2 1952.  IT IS A STANDARD
 AN2171'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 AN2171'45 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 202,
 AN2171'9 FEET SOUTHWEST OF A POWER LINE POLE AND 1 FOOT SOUTHEAST
 AN2171'OF A WIRE FENCE.
 AN2171'
 AN2171'THE AZIMUTH MARK IS STAMPED LILLY 1952.  IT IS A STANDARD DISK
 AN2171'SET IN A CONCRETE MONUMENT THAT PROJECTS 7 INCHES.  IT IS 47
 AN2171'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 202, 15 FEET
 AN2171'SOUTHWEST OF POWER LINE POLE NO. 70, 3 FEET SOUTHWEST OF A
 AN2171'WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF A WIRE FENCE.
 AN2171'
 AN2171'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0715 ***********************************************************************
 BN0715  DESIGNATION -  LIME
 BN0715  PID         -  BN0715
 BN0715  STATE/COUNTY-  TX/MASON
 BN0715  USGS QUAD   -  FLY GAP (1982)
 BN0715
 BN0715                         *CURRENT SURVEY CONTROL
 BN0715  ___________________________________________________________________
 BN0715* NAD 83(1993)-  30 51 17.08560(N)    099 05 03.99432(W)     ADJUSTED  
 BN0715* NAVD 88     -       597.9    (meters)    1962.     (feet)  VERTCON   
 BN0715  ___________________________________________________________________
 BN0715  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BN0715  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 BN0715
 BN0715  HORZ ORDER  -  FIRST
 BN0715
 BN0715.The horizontal coordinates were established by classical geodetic methods
 BN0715.and adjusted by the National Geodetic Survey in February 1996..
 BN0715
 BN0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0715
 BN0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0715
 BN0715.The geoid height was determined by GEOID03.
 BN0715
 BN0715;                    North         East     Units Scale Factor Converg.
 BN0715;SPC TX C     - 3,132,374.897   819,438.526   MT  0.99988500   +0 38 35.7
 BN0715;SPC TX C     -10,276,799.97  2,688,441.23   sFT  0.99988500   +0 38 35.7
 BN0715;UTM  14      - 3,413,507.375   491,926.377   MT  0.99960080   -0 02 35.9
 BN0715
 BN0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0715!SPC TX C     -   0.99990971  x   0.99988500  =   0.99979472
 BN0715!UTM  14      -   0.99990971  x   0.99960080  =   0.99951054
 BN0715
 BN0715|---------------------------------------------------------------------|
 BN0715| PID    Reference Object                     Distance      Geod. Az  |
 BN0715|                                                           dddmmss.s |
 BN0715| CV5501 LIME RM 1                            24.267 METERS 02011     |
 BN0715| CV5502 LIME RM 2                            37.152 METERS 10559     |
 BN0715| CV5503 LIME RM 3                            30.227 METERS 13904     |
 BN0715| CV5500 LIME AZ MK                                         3551503.5 |
 BN0715|---------------------------------------------------------------------|
 BN0715
 BN0715                          SUPERSEDED SURVEY CONTROL
 BN0715
 BN0715  NAD 83(1986)-  30 51 17.09531(N)    099 05 03.97988(W) AD(       ) 1
 BN0715  NAD 27      -  30 51 16.47400(N)    099 05 02.79600(W) AD(       ) 1
 BN0715  NGVD 29 (07/19/86)  597.8    (m)         1961.     (f) VERT ANG       
 BN0715
 BN0715.Superseded values are not recommended for survey control.
 BN0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0715.See file dsdata.txt to determine how the superseded data were derived.
 BN0715
 BN0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9192613507(NAD 83)
 BN0715_MARKER: DS = TRIANGULATION STATION DISK
 BN0715_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BN0715
 BN0715  HISTORY     - Date     Condition        Report By
 BN0715  HISTORY     - 1935     MONUMENTED       CGS
 BN0715  HISTORY     - 1956     GOOD             CGS
 BN0715  HISTORY     - 1961     GOOD             USGS
 BN0715
 BN0715                          STATION DESCRIPTION
 BN0715
 BN0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0715'STATION IS LOCATED ON THE SW SIDE OF THE TOP OF A FLAT-TOPPED
 BN0715'PEAK KNOWN LOCALLY AS LIME PEAK, 12 MILES NE OF MASON AND
 BN0715'6.5 MILES SSE OF FREDONIA.
 BN0715'
 BN0715'SURFACE MARK IS A STANDARD BRONZE DISK SET IN AN IRREGULAR
 BN0715'MASS OF CONCRETE.
 BN0715'
 BN0715'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BN0715'WEDGED IN DRILL HOLES IN BEDROCK.
 BN0715'
 BN0715'REFERENCE MARK NO. 1 IS 79.60 FEET NNE OF STATION.
 BN0715'
 BN0715'REFERENCE MARK NO. 2 IS 121.87 FEET SE OF STATION.
 BN0715'
 BN0715'REFERENCE MARK NO. 3 IS 99.14 FEET S OF STATION.
 BN0715'
 BN0715'TO REACH FROM FIRST NATIONAL BANK IN MASON, GO N FOR 0.25
 BN0715'MILE TO BRIDGE, THENCE ON LEFT FORK W GO 0.25 MILE, THENCE
 BN0715'LEFT ON OLD KATEMCY ROAD FOR 2.75 MILES.  TAKE RIGHT FORK
 BN0715'FOR 0.85 MILE TO SCHOOL AND FORK, THENCE TAKING LEFT FORK,
 BN0715'FOLLOW MAIN ROAD FOR 8.85 MILES TO FORK.  TAKE RIGHT FORK AT
 BN0715'HOUSE ON RIGHT FOR 2.15 MILES TO T-ROAD AT ABANDONED HOUSE,
 BN0715'THENCE RIGHT S FOR 1.05 MILES TO GATE.  ENTER GATE AND GO
 BN0715'0.8 MILE TO BUNTYM HOME.  FOLLOW DIM ROAD SE 0.2 MILE THROUGH
 BN0715'GATE TO B.F. BUNTYM HOME.  CONTINUE 0.7 MILE SE TO GATE.
 BN0715'ENTER GATE FOLLOW DIM TRAIL SE 0.6 MILE TO FOOT OF HILL AND
 BN0715'DIM FORK TO LEFT AT TRIANGULAR BLAZED TREE.  FROM THIS
 BN0715'POINT GO 0.1 MILE TO TOP OF HILL AND STATION.
 BN0715'
 BN0715'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BN0715
 BN0715                          STATION RECOVERY (1956)
 BN0715
 BN0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0715'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 BN0715'AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS
 BN0715'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 BN0715'
 BN0715'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF A FLAT TOPPED
 BN0715'PEAK LOCALLY KNOWN AS LIME PEAK.  IT IS 12 MILES NORTHEAST
 BN0715'OF MASON AND 6-1/2 MILES SOUTHEAST OF FREDONIA.
 BN0715'
 BN0715'TO REACH THE STATION FROM JUNCTION OF FARM ROAD 386 AND
 BN0715'U.S. HIGHWAY 87 IN MASON, GO NORTH ON FARM ROAD 386 FOR
 BN0715'11.8 MILES TO A POINT WHERE THE HIGHWAY TURNS TO THE RIGHT
 BN0715'AND A CEMETERY STRAIGHT AHEAD, TURN RIGHT WITH THE HIGHWAY
 BN0715'AND GO EAST FOR 0.65 MILE TO A POINT WHERE THE HIGHWAY TURNS
 BN0715'LEFT, CONTINUE EAST ON A GRADED DIRT ROAD FOR 1.7 MILES TO
 BN0715'A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO 1.75 MILES TO
 BN0715'A RANCH HOME ON THE RIGHT, CONTINUE SOUTHERLY FOR 0.75 MILE
 BN0715'TO A CATTLE GUARD, CONTINUE SOUTH FOR 0.45 MILE TO THE
 BN0715'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH FOR
 BN0715'0.15 MILE TO A TRIANGULAR BLAZED TREE ON THE LEFT,
 BN0715'BEAR LEFT ACROSS PASTURE LAND FOR 0.1 MILE TO END OF
 BN0715'TRUCK TRAVEL AT WEST EDGE OF PEAK, PACK TO TOP OF PEAK
 BN0715'AND THE STATION, A 5 MINUTE PACK.
 BN0715'
 BN0715'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0715'STAMPED LIME 1935.
 BN0715'
 BN0715'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0715'STAMPED LIME NO 1 1935.
 BN0715'
 BN0715'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0715'STAMPED LIME NO 2 1935.
 BN0715'
 BN0715'REFERENCE MARK 3 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0715'STAMPED LIME NO 3 1935.
 BN0715'
 BN0715'THE AZIMUTH MARK IS 98 FEET SOUTH OF THE CENTER OF THE GRADED
 BN0715'ROAD AND 3 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS
 BN0715'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0715'LIME 1956.
 BN0715'
 BN0715'HEIGHT OF LIGHT PLATE - 8 METERS.
 BN0715
 BN0715                          STATION RECOVERY (1961)
 BN0715
 BN0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BN0715'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN CONCRETE POST,
 BN0715'STAMPED ---LIME 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1331 ***********************************************************************
 BZ1331  DESIGNATION -  LIME
 BZ1331  PID         -  BZ1331
 BZ1331  STATE/COUNTY-  TX/CORYELL
 BZ1331  USGS QUAD   -  LEON JUNCTION (1995)
 BZ1331
 BZ1331                         *CURRENT SURVEY CONTROL
 BZ1331  ___________________________________________________________________
 BZ1331* NAD 83(1993)-  31 22 16.78522(N)    097 30 27.90982(W)     ADJUSTED  
 BZ1331* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 BZ1331  ___________________________________________________________________
 BZ1331  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BZ1331  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BZ1331
 BZ1331  HORZ ORDER  -  SECOND
 BZ1331
 BZ1331.The horizontal coordinates were established by classical geodetic methods
 BZ1331.and adjusted by the National Geodetic Survey in February 1996..
 BZ1331
 BZ1331.The orthometric height was scaled from a topographic map.
 BZ1331
 BZ1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1331
 BZ1331.The geoid height was determined by GEOID03.
 BZ1331
 BZ1331;                    North         East     Units Scale Factor Converg.
 BZ1331;SPC TX C     - 3,192,385.625   968,748.551   MT  0.99990251   +1 27 19.2
 BZ1331;SPC TX C     -10,473,685.17  3,178,302.54   sFT  0.99990251   +1 27 19.2
 BZ1331;UTM  14      - 3,471,717.905   641,911.364   MT  0.99984840   +0 46 37.1
 BZ1331
 BZ1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1331!SPC TX C     -   0.99996458  x   0.99990251  =   0.99986709
 BZ1331!UTM  14      -   0.99996458  x   0.99984840  =   0.99981298
 BZ1331
 BZ1331:                Primary Azimuth Mark                     Grid Az
 BZ1331:SPC TX C     -  OGLESBY TANK                             359 40 45.7
 BZ1331:UTM  14      -  OGLESBY TANK                             000 21 27.8
 BZ1331
 BZ1331|---------------------------------------------------------------------|
 BZ1331| PID    Reference Object                     Distance      Geod. Az  |
 BZ1331|                                                           dddmmss.s |
 BZ1331| BZ1328 OGLESBY TANK                        APPROX. 5.4 KM 0010804.9 |
 BZ1331| CV5505 LIME RM 1                            38.220 METERS 16320     |
 BZ1331| CV5506 LIME RM 2                            47.500 METERS 24555     |
 BZ1331| CV5504 LIME AZ MK                                         2854059.3 |
 BZ1331|---------------------------------------------------------------------|
 BZ1331
 BZ1331                          SUPERSEDED SURVEY CONTROL
 BZ1331
 BZ1331  NAD 83(1986)-  31 22 16.79310(N)    097 30 27.89361(W) AD(       ) 2
 BZ1331  NAD 27      -  31 22 16.18700(N)    097 30 26.83700(W) AD(       ) 2
 BZ1331
 BZ1331.Superseded values are not recommended for survey control.
 BZ1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1331.See file dsdata.txt to determine how the superseded data were derived.
 BZ1331
 BZ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV4191171718(NAD 83)
 BZ1331_MARKER: DS = TRIANGULATION STATION DISK
 BZ1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1331
 BZ1331  HISTORY     - Date     Condition        Report By
 BZ1331  HISTORY     - 1943     MONUMENTED       CGS
 BZ1331  HISTORY     - 1957     GOOD             AMS
 BZ1331
 BZ1331                          STATION DESCRIPTION
 BZ1331
 BZ1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1331'ABOUT 3-1/4 MILES S OF OGLESBY, ABOUT 15 MILES E OF GATESVILLE,
 BZ1331'ABOUT 1/2 MILE NNW OF MR. W.T. BANNISTERS HOME.  THE STATION IS
 BZ1331'ABOUT 80 FEET N OF THE ROAD IN AN OPEN FIELD, 42 FEET SW OF
 BZ1331'A 6-INCH CEDAR TREE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED
 BZ1331'LIME 1943.
 BZ1331'
 BZ1331'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1331'DISKS SET IN CONCRETE.
 BZ1331'
 BZ1331'REFERENCE MARK NO. 1 IS SE OF THE STATION IN THE FENCE LINE,
 BZ1331'30 FEET N OF THE CENTER LINE OF THE ROAD AND ABOUT 40 FEET W OF
 BZ1331'A POWER-LINE POLE.  THE MARK PROJECTS 4 INCHES.
 BZ1331'
 BZ1331'REFERENCE MARK NO. 2 IS SW OF THE STATION IN THE FENCE LINE,
 BZ1331'30 FEET N OF THE CENTER LINE OF THE ROAD.  THE MARK PROJECTS 4
 BZ1331'INCHES.
 BZ1331'
 BZ1331'THE AZIMUTH MARK IS 0.65 MILE W OF THE STATION, 18 FEET S OF
 BZ1331'THE CENTER LINE OF THE ROAD, 60 FEET E OF FENCE CORNER.  THE
 BZ1331'MARK PROJECTS 3 INCHES AND IS 1 FOOT N OF THE FENCE LINE.
 BZ1331'
 BZ1331'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 BZ1331'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BZ1331'
 BZ1331'REACHED FROM GATESVILLE AT THE NE CORNER OF COURTHOUSE SQUARE
 BZ1331'BY GOING E ON U.S. HIGHWAY 84 FOR 14.7 MILES TO JUNCTION OF
 BZ1331'U.S. HIGHWAY 84 AND STATE ROUTE 18.  THEN TURN RIGHT, S, ON ROUTE
 BZ1331'18 AND GO 1.30 MILES TO CROSS ROAD IN OGLESBY.  THEN TURN LEFT,
 BZ1331'E, ABOUT 0.05 MILE TO SIDE STREET RIGHT.  THEN TURN RIGHT, S, ON
 BZ1331'GRAVEL ROAD ACROSS RAILROAD TRACKS AND GO 3.50 MILES TO CROSS
 BZ1331'ROAD.  THEN TURN LEFT, E, AND GO 0.25 MILE TO AZIMUTH ON RIGHT,
 BZ1331'THEN STRAIGHT AHEAD 0.65 MILE TO STATION ON LEFT, 30 PACES N
 BZ1331'OF ROAD.
 BZ1331'
 BZ1331'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BZ1331
 BZ1331                          STATION RECOVERY (1957)
 BZ1331
 BZ1331'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1331'STATION WAS RECOVERED IN GOOD CONDITION.  R.M. NO. 2 WAS DESTROYED.
 BZ1331'AZIMUTH MARK WAS NOT FOUND.  R.M. NO. 1 WAS 4 FT. SOUTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0929 ***********************************************************************
 CD0929  DESIGNATION -  LIME
 CD0929  PID         -  CD0929
 CD0929  STATE/COUNTY-  TX/CULBERSON
 CD0929  USGS QUAD   -  DELLAHUNT DRAW EAST (1973)
 CD0929
 CD0929                         *CURRENT SURVEY CONTROL
 CD0929  ___________________________________________________________________
 CD0929* NAD 83(1993)-  31 24 36.03701(N)    104 11 43.09007(W)     ADJUSTED  
 CD0929* NAVD 88     -      1136.     (meters)    3727.     (feet)  SCALED    
 CD0929  ___________________________________________________________________
 CD0929  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 CD0929  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CD0929
 CD0929  HORZ ORDER  -  SECOND
 CD0929
 CD0929.The horizontal coordinates were established by classical geodetic methods
 CD0929.and adjusted by the National Geodetic Survey in February 1996..
 CD0929
 CD0929.The orthometric height was scaled from a topographic map.
 CD0929
 CD0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0929
 CD0929.The geoid height was determined by GEOID03.
 CD0929
 CD0929;                    North         East     Units Scale Factor Converg.
 CD0929;SPC TX C     - 3,199,634.308   332,860.865   MT  0.99990708   -1 59 20.9
 CD0929;SPC TX C     -10,497,466.89  1,092,061.02   sFT  0.99990708   -1 59 20.9
 CD0929;UTM  13      - 3,475,322.770   576,491.778   MT  0.99967217   +0 25 09.8
 CD0929
 CD0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0929!SPC TX C     -   0.99982529  x   0.99990708  =   0.99973239
 CD0929!UTM  13      -   0.99982529  x   0.99967217  =   0.99949752
 CD0929
 CD0929|---------------------------------------------------------------------|
 CD0929| PID    Reference Object                     Distance      Geod. Az  |
 CD0929|                                                           dddmmss.s |
 CD0929| CH8876 LIME RM 1                            12.384 METERS 01625     |
 CD0929| CH8877 LIME RM 2                             8.342 METERS 10627     |
 CD0929| CH8875 LIME AZ MK                                         1200200.3 |
 CD0929|---------------------------------------------------------------------|
 CD0929
 CD0929                          SUPERSEDED SURVEY CONTROL
 CD0929
 CD0929  NAD 83(1986)-  31 24 36.03839(N)    104 11 43.08701(W) AD(       ) 2
 CD0929  NAD 27      -  31 24 35.56300(N)    104 11 41.37600(W) AD(       ) 2
 CD0929
 CD0929.Superseded values are not recommended for survey control.
 CD0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0929.See file dsdata.txt to determine how the superseded data were derived.
 CD0929
 CD0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ7649275323(NAD 83)
 CD0929_MARKER: DS = TRIANGULATION STATION DISK
 CD0929_SETTING: 66 = SET IN ROCK OUTCROP
 CD0929
 CD0929  HISTORY     - Date     Condition        Report By
 CD0929  HISTORY     - 1943     MONUMENTED       CGS
 CD0929  HISTORY     - 1950     GOOD             CGS
 CD0929
 CD0929                          STATION DESCRIPTION
 CD0929
 CD0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0929'THE STATION IS LOCATED ON A LONE LIMESTONE-CAPPED BUTTE ABOUT
 CD0929'26 MILES N OF KENT AND ABOUT 18-1/2 MILES W OF TOYAH.
 CD0929'
 CD0929'THE STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL
 CD0929'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS
 CD0929'STAMPED LIME 1943.
 CD0929'
 CD0929'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CD0929'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND AND ABOUT
 CD0929'0.9 FOOT LOWER THAN THE STATION.  IT IS STAMPED LIME NO 1 1943.
 CD0929'
 CD0929'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A
 CD0929'DRILL HOLE IN OUTCROPPING BEDROCK, IN A DEPRESSION IN THE ROCK
 CD0929'ABOUT 3 INCHES BELOW GROUND LEVEL.  IT IS ABOUT 1.2 FEET LOWER
 CD0929'THAN THE STATION.  IT IS STAMPED LIME NO 2 1943.
 CD0929'
 CD0929'THE AZIMUTH MARK IS ON THE TOP OF A SMALL HILL ABOUT 0.65 MILE
 CD0929'ESE OF THE STATION.  IT IS A BRONZE AZIMUTH DISK WEDGED IN A
 CD0929'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.
 CD0929'IT IS STAMPED LIME 1943.
 CD0929'
 CD0929'TO REACH FROM KENT, TAKE BLADED ROAD N FOR 4.7 MILES TO FORKS.
 CD0929'TAKE LEFT FORKS 4.0 MILES TO FORK, THENCE N ON RIGHT FORK 2.6
 CD0929'MILES TO GATE.  PASS THROUGH GATE AND CONTINUE ON MAIN ROAD
 CD0929'NE TO CROSSROADS NEAR WINDMILL AND SMALL ADOBE HOUSE.  CONTINUE
 CD0929'STRAIGHT FORWARD, THROUGH A RANGE OF HILLS FOR 2.8 MILES TO A
 CD0929'GATE, ABOUT 0.5 MILES E OF RACHAL RANCH BUILDINGS, PASS THROUGH
 CD0929'GATE AND GO N 1.2 MILES TO FORKS.  TAKE EXTREME RIGHT FORK
 CD0929'1.3 MILE TO GATE, PASS THROUGH GATE AND TURN RIGHT THROUGH
 CD0929'ANOTHER GATE.  CONTINUE ON BLADED ROAD 0.4 MILE TO FORKS.
 CD0929'TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED ROAD NE 2.0
 CD0929'MILES TO A.B. TINNIN RANCH.  CONTINUE N ON MAIN-TRAVELED
 CD0929'ROAD 5.2 MILES TO RANCH HOUSE.  PASS ALONG S AND W SIDES OF
 CD0929'HOUSE THROUGH GATE E OF WINDMILL AND CONTINUE ON
 CD0929'MAIN-TRAVELED ROAD 1.2 MILES TO FORKS.  TAKE LEFT FORK FOR 0.7
 CD0929'MILE.  FROM THIS POINT THE STATION IS ON THE HIGHEST POINT
 CD0929'OF PROMINENT ROCK-CAPPED BUTTE ABOUT 0.4 MILE W ACROSS
 CD0929'COUNTRY.
 CD0929'
 CD0929'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CD0929'
 CD0929'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CD0929
 CD0929                          STATION RECOVERY (1950)
 CD0929
 CD0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LAW)
 CD0929'STATION WAS RECOVERED IN VERY GOOD CONDITION.  THE DISK IS
 CD0929'STAMPED LIME 1943.  STATION IS LOCATED 18-1/2 MI. W OF TOYAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1654 ***********************************************************************
 FL1654  DESIGNATION -  LIMESTONE
 FL1654  PID         -  FL1654
 FL1654  STATE/COUNTY-  TX/CARSON
 FL1654  USGS QUAD   -  BORGER SE (1978)
 FL1654
 FL1654                         *CURRENT SURVEY CONTROL
 FL1654  ___________________________________________________________________
 FL1654* NAD 83(1993)-  35 34 47.07864(N)    101 19 34.50517(W)     ADJUSTED  
 FL1654* NAVD 88     -       987.     (meters)    3238.     (feet)  SCALED    
 FL1654  ___________________________________________________________________
 FL1654  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 FL1654  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL1654
 FL1654  HORZ ORDER  -  SECOND
 FL1654
 FL1654.The horizontal coordinates were established by classical geodetic methods
 FL1654.and adjusted by the National Geodetic Survey in February 1996..
 FL1654
 FL1654.The orthometric height was scaled from a topographic map.
 FL1654
 FL1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1654
 FL1654.The geoid height was determined by GEOID03.
 FL1654
 FL1654;                    North         East     Units Scale Factor Converg.
 FL1654;SPC TX N     - 1,175,265.839   215,747.157   MT  0.99991485   +0 06 02.5
 FL1654;SPC TX N     - 3,855,851.34    707,830.46   sFT  0.99991485   +0 06 02.5
 FL1654;UTM  14      - 3,939,828.046   289,214.905   MT  1.00014755   -1 21 14.4
 FL1654
 FL1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1654!SPC TX N     -   0.99984923  x   0.99991485  =   0.99976409
 FL1654!UTM  14      -   0.99984923  x   1.00014755  =   0.99999676
 FL1654
 FL1654:                Primary Azimuth Mark                     Grid Az
 FL1654:SPC TX N     -  LIMESTONE AZ MK                          019 23 14.8
 FL1654:UTM  14      -  LIMESTONE AZ MK                          020 50 31.7
 FL1654
 FL1654|---------------------------------------------------------------------|
 FL1654| PID    Reference Object                     Distance      Geod. Az  |
 FL1654|                                                           dddmmss.s |
 FL1654| CJ7713 LIMESTONE AZ MK                                    0192917.3 |
 FL1654| CJ7714 LIMESTONE RM 1                       15.292 METERS 12212     |
 FL1654| CJ7715 LIMESTONE RM 2                       14.800 METERS 26019     |
 FL1654|---------------------------------------------------------------------|
 FL1654
 FL1654                          SUPERSEDED SURVEY CONTROL
 FL1654
 FL1654  NAD 83(1993)-  35 34 47.08061(N)    101 19 34.50221(W) AD(       ) 2
 FL1654  NAD 83(1986)-  35 34 47.08556(N)    101 19 34.49492(W) AD(       ) 2
 FL1654  NAD 27      -  35 34 46.92700(N)    101 19 32.90500(W) AD(       ) 2
 FL1654
 FL1654.Superseded values are not recommended for survey control.
 FL1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1654.See file dsdata.txt to determine how the superseded data were derived.
 FL1654
 FL1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8921539828(NAD 83)
 FL1654_MARKER: DS = TRIANGULATION STATION DISK
 FL1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1654
 FL1654  HISTORY     - Date     Condition        Report By
 FL1654  HISTORY     - 1951     MONUMENTED       CGS
 FL1654
 FL1654                          STATION DESCRIPTION
 FL1654
 FL1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1654'THE STATION IS LOCATED NEAR THE EDGE OF A BLUFF THAT DROPS
 FL1654'OFF SHARPLY TO THE WEST AND NORTHWEST, ON THE HIGHEST LAND IN
 FL1654'THE VICINITY, ABOUT 7 MILES AIRLINE SOUTH-SOUTHEAST OF BORGER
 FL1654'AND ABOUT 15 MILES AIRLINE NORTH-NORTHEAST OF PANHANDLE.
 FL1654'
 FL1654'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 117
 FL1654'(BUSINESS ROUTE) AND STATE HIGHWAY 152 IN BORGER, GO EAST ON
 FL1654'STATE HIGHWAY 152 FOR 3.9 MILES TO A CROSS ROAD.  TURN RIGHT,
 FL1654'PASSING OVER A CATTLE GUARD, AND GO 1.1 MILES TO A FENCE LINE
 FL1654'AND A GATE.  PASS THROUGH THE GATE AND GO 2.0 MILES TO A FORK.
 FL1654'KEEP STRAIGHT AHEAD, RIGHT, AND GO 0.9 MILE TO A CATTLE GUARD,
 FL1654'A FORK, AND THE AZIMUTH MARK ON THE LEFT.  CROSS THE CATTLE
 FL1654'GUARD, TURN LEFT AND GO 0.5 MILE TO A FORK AND A PUMP HOUSE ON
 FL1654'THE LEFT.  TURN LEFT AND GO 0.4 MILE TO A POINT EAST OF
 FL1654'THE HIGHEST POINT OF A SANDY BLUFF.  TURN RIGHT AND GO WEST
 FL1654'CROSS COUNTRY FOR 0.1 MILE TO THE STATION AND A WHITE WITNESS
 FL1654'POST NEAR THE HIGHEST POINT OF THE BLUFF.
 FL1654'
 FL1654'THE STATION MARK IS A STANDARD DISK STAMPED LIMESTONE 1951 SET
 FL1654'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 FL1654'2 INCHES ABOVE THE GROUND.  IT IS ABOUT 10 FEET SOUTH-SOUTHWEST
 FL1654'OF A WHITE WITNESS POST.
 FL1654'
 FL1654'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LIMESTONE
 FL1654'NO 1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1654'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 18
 FL1654'INCHES LOWER THAN THE STATION.
 FL1654'
 FL1654'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LIMESTONE
 FL1654'NO 2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1654'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET
 FL1654'LOWER THAN THE STATION.
 FL1654'
 FL1654'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LIMESTONE 1951
 FL1654'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1654'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET WEST OF
 FL1654'A FENCE LINE, ABOUT 2 FEET EAST OF A WHITE WITNESS POST, AND
 FL1654'ABOUT 10 FEET SOUTH-SOUTHWEST OF THE CENTER OF A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0662 ***********************************************************************
 DP0662  DESIGNATION -  LINCECUM RESET
 DP0662  PID         -  DP0662
 DP0662  STATE/COUNTY-  TX/LUBBOCK
 DP0662  USGS QUAD   -  HECKVILLE (1965)
 DP0662
 DP0662                         *CURRENT SURVEY CONTROL
 DP0662  ___________________________________________________________________
 DP0662* NAD 83(1993)-  33 46 56.17933(N)    101 41 38.16795(W)     ADJUSTED  
 DP0662* NAVD 88     -       995.0    (meters)    3264.     (feet)  VERTCON   
 DP0662  ___________________________________________________________________
 DP0662  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DP0662  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DP0662
 DP0662  HORZ ORDER  -  FIRST
 DP0662
 DP0662.The horizontal coordinates were established by classical geodetic methods
 DP0662.and adjusted by the National Geodetic Survey in February 1996..
 DP0662
 DP0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0662
 DP0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0662
 DP0662.The geoid height was determined by GEOID03.
 DP0662
 DP0662;                    North         East     Units Scale Factor Converg.
 DP0662;SPC TXNC     - 2,239,103.318   304,237.494   MT  0.99995377   -1 44 31.0
 DP0662;SPC TXNC     - 7,346,124.80    998,152.51   sFT  0.99995377   -1 44 31.0
 DP0662;UTM  14      - 3,741,277.362   250,552.615   MT  1.00036716   -1 29 55.3
 DP0662
 DP0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0662!SPC TXNC     -   0.99984783  x   0.99995377  =   0.99980161
 DP0662!UTM  14      -   0.99984783  x   1.00036716  =   1.00021494
 DP0662
 DP0662|---------------------------------------------------------------------|
 DP0662| PID    Reference Object                     Distance      Geod. Az  |
 DP0662|                                                           dddmmss.s |
 DP0662| CJ7720 LINCECUM RM 3                        25.682 METERS 00908     |
 DP0662| DP0655 PETERSBURG RAILROAD WATER TANK      APPROX.13.7 KM 0402847.0 |
 DP0662| DP0661 PETERSBURG ATT MICRO RELAY MST      APPROX.10.4 KM 0501429.8 |
 DP0662| CJ7717 LINCECUM AZ MK RESET                               0833418.1 |
 DP0662| CJ7716 LINCECUM AZ MK                                     1091146.6 |
 DP0662| CJ7718 LINCECUM RM 1                        72.146 METERS 11657     |
 DP0662| DP0669 IDALOU MUNICIPAL TANK               APPROX.13.0 KM 1740847.8 |
 DP0662| CJ7721 LINCECUM RM 4                        19.666 METERS 18910     |
 DP0662| DP0672 SOUTHEAST LUBBOCK MUNICIPAL TK      APPROX.25.9 KM 2100346.7 |
 DP0662| DP0681 TUCO UTILITIES CO WATER TANK        APPROX.17.1 KM 3055028.0 |
 DP0662| CJ7719 LINCECUM RM 2                       134.499 METERS 35343     |
 DP0662|---------------------------------------------------------------------|
 DP0662
 DP0662                          SUPERSEDED SURVEY CONTROL
 DP0662
 DP0662  NAD 83(1986)-  33 46 56.18554(N)    101 41 38.16112(W) AD(       ) 1
 DP0662  NAD 27      -  33 46 55.89100(N)    101 41 36.55800(W) AD(       ) 1
 DP0662  NGVD 29 (07/19/86)  994.6    (m)         3263.     (f) VERT ANG       
 DP0662
 DP0662.Superseded values are not recommended for survey control.
 DP0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0662.See file dsdata.txt to determine how the superseded data were derived.
 DP0662
 DP0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5055341277(NAD 83)
 DP0662_MARKER: DS = TRIANGULATION STATION DISK
 DP0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0662_SP_SET: SET INTO TOP OF CONCRETE POST
 DP0662_STAMPING: LINCECUM
 DP0662_MARK LOGO: NGS   
 DP0662_PROJECTION: PROJECTING 5 CENTIMETERS
 DP0662_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DP0662
 DP0662  HISTORY     - Date     Condition        Report By
 DP0662  HISTORY     - 1981     MONUMENTED       NGS
 DP0662
 DP0662                          STATION DESCRIPTION
 DP0662
 DP0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DP0662'THE SURFACE STATION DISK WAS FOUND BROKEN OFF.  REFERENCE MARK 2
 DP0662'WHICH WAS ALSO THE AZIMUTH MARK WAS FOUND OUT OF THE GROUND IN A
 DP0662'DITCH.  NO TRACE OF REFERENCE MARK 1 WAS FOUND.  NO PLACE WAS FOUND
 DP0662'TO SET AN AZIMUTH MARK.  ONLY ONE REFERENCE COULD BE SET AS THE LAND
 DP0662'OWNER BELIEVED THE MARKS TO BE A HAZARD.  HE GAVE PERMISSION FOR ONE
 DP0662'RM.  A NEW STATION SURFACE AND REFERENCE MARK 3 WAS SET AT THIS TIME.
 DP0662'
 DP0662'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF IDALOU, 5
 DP0662'MILES SOUTHEAST OF ABERNATHY, ON A VERY SMALL GRASS KNOLL IN A
 DP0662'CULTIVATED FIELD ON PROPERTY OWNED BY L.G. LINCECUM OF IDALOU.
 DP0662'
 DP0662'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM
 DP0662'ROAD 597 IN ABERNATHY, GO EASTERLY ON FM 597 FOR 7 MILES TO FARM ROAD
 DP0662'2902 ON THE RIGHT.  TURN RIGHT ON FM 2902 AND GO SOUTH FOR 2.1 MILES
 DP0662'TO A ROAD LEFT AT THE CENTER CHURCH ON THE LEFT JUST BEFORE
 DP0662'REACHING A CURVE.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 3.5
 DP0662'MILES TO THE TOP OF A RISE AND THE STATION ON THE RIGHT JUST SOUTH OF
 DP0662'A METAL PUMP HOUSE.
 DP0662'
 DP0662'THE UNDERGROUND STATION DISK IS A CGS DISK STAMPED---LINCECUM
 DP0662'1935---.  THE SURFACE DISK IS AN NGS DISK STAMPED---LINCECUM 1935
 DP0662'1980---.  THE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DP0662'PROJECTING TWO INCHES.  IT IS 400 FEET SOUTH OF THE CENTER OF THE
 DP0662'GRAVEL ROAD, 82 FEET SOUTH OF A METAL PUMP HOUSE AND 2.7 FEET
 DP0662'NORTHEAST OF A METAL WITNESS POST.  IT IS IN A SMALL NON CULTIVATED
 DP0662'AREA ABOUT 12 METERS LONG AND 4 METERS WIDE.
 DP0662'
 DP0662'REFERENCE MARK 3 IS SET ON THE SOUTHEAST END OF THE GRASS AREA.  IT
 DP0662'IS IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE
 DP0662'DISK IS STAMPED---LINCECUM NO3 1935 1980---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1397 ***********************************************************************
 DN1397  DESIGNATION -  LINDALE
 DN1397  PID         -  DN1397
 DN1397  STATE/COUNTY-  TX/MONTAGUE
 DN1397  USGS QUAD   -  BOWIE (1978)
 DN1397
 DN1397                         *CURRENT SURVEY CONTROL
 DN1397  ___________________________________________________________________
 DN1397* NAD 83(1993)-  33 34 44.13366(N)    097 48 01.82748(W)     ADJUSTED  
 DN1397* NAVD 88     -       347.4    (meters)    1140.     (feet)  VERTCON   
 DN1397  ___________________________________________________________________
 DN1397  X           -    -721,985.663 (meters)                     COMP
 DN1397  Y           -  -5,270,276.607 (meters)                     COMP
 DN1397  Z           -   3,507,808.037 (meters)                     COMP
 DN1397  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DN1397  ELLIP HEIGHT-         320.45  (meters)          (02/16/96) GPS OBS
 DN1397  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DN1397
 DN1397  HORZ ORDER  -  SECOND
 DN1397  ELLP ORDER  -  FIFTH     CLASS I
 DN1397
 DN1397.The horizontal coordinates were established by classical geodetic methods
 DN1397.and adjusted by the National Geodetic Survey in February 1996..
 DN1397
 DN1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1397
 DN1397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1397
 DN1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1397
 DN1397.The ellipsoidal height was determined by GPS observations
 DN1397.and is referenced to NAD 83.
 DN1397
 DN1397.The geoid height was determined by GEOID03.
 DN1397
 DN1397;                    North         East     Units Scale Factor Converg.
 DN1397;SPC TXNC     - 2,212,270.189   664,933.553   MT  0.99991485   +0 22 53.4
 DN1397;SPC TXNC     - 7,258,089.78  2,181,536.17   sFT  0.99991485   +0 22 53.4
 DN1397;UTM  14      - 3,716,114.248   611,317.265   MT  0.99975277   +0 39 48.6
 DN1397
 DN1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1397!SPC TXNC     -   0.99994969  x   0.99991485  =   0.99986455
 DN1397!UTM  14      -   0.99994969  x   0.99975277  =   0.99970248
 DN1397
 DN1397:                Primary Azimuth Mark                     Grid Az
 DN1397:SPC TXNC     -  BOWIE BRAZOS ELEC PWR CO MAST            169 39 55.9
 DN1397:UTM  14      -  BOWIE BRAZOS ELEC PWR CO MAST            169 23 00.7
 DN1397
 DN1397|---------------------------------------------------------------------|
 DN1397| PID    Reference Object                     Distance      Geod. Az  |
 DN1397|                                                           dddmmss.s |
 DN1397| DN1402 BOWIE BRAZOS ELEC PWR CO MAST       APPROX. 0.7 KM 1700249.3 |
 DN1397| CY1497 LINDALE RM 1                         35.180 METERS 21135     |
 DN1397| DN1400 BOWIE MUNICIPAL TANK                APPROX. 4.9 KM 2535034.8 |
 DN1397| DN1399 BOWIE SER PLINE CO RAD MAST         APPROX. 6.6 KM 2560524.7 |
 DN1397| DN1395 BOWIE MICROWAVE MAST                APPROX. 5.1 KM 2603932.0 |
 DN1397| DN1405 BOWIE J GRACE DRILLING CO MAST      APPROX. 7.2 KM 2620759.9 |
 DN1397| CY1498 LINDALE RM 2                         28.117 METERS 30559     |
 DN1397| CY1496 LINDALE AZ MK                                      3112713.9 |
 DN1397|---------------------------------------------------------------------|
 DN1397
 DN1397                          SUPERSEDED SURVEY CONTROL
 DN1397
 DN1397  NAD 83(1993)-  33 34 44.13715(N)    097 48 01.82301(W) AD(       ) 2
 DN1397  NAD 83(1986)-  33 34 44.13862(N)    097 48 01.81379(W) AD(       ) 2
 DN1397  NAD 27      -  33 34 43.75860(N)    097 48 00.69270(W) AD(       ) 2
 DN1397  NGVD 29 (12/08/88)  347.3    (m)         1139.     (f) GPS OBS        
 DN1397
 DN1397.Superseded values are not recommended for survey control.
 DN1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1397.See file dsdata.txt to determine how the superseded data were derived.
 DN1397
 DN1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1131716114(NAD 83)
 DN1397_MARKER: DH = HORIZONTAL CONTROL DISK
 DN1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1397_SP_SET: SQUARE CONCRETE MONUMENT
 DN1397_STAMPING: LINDALE 1956
 DN1397_MARK LOGO: CGS   
 DN1397_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1397+STABILITY: SURFACE MOTION
 DN1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1397+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1988
 DN1397
 DN1397  HISTORY     - Date     Condition        Report By
 DN1397  HISTORY     - 1956     MONUMENTED       CGS
 DN1397  HISTORY     - 1956     GOOD             CGS
 DN1397  HISTORY     - 1977     GOOD             TXHD
 DN1397  HISTORY     - 19871015 GOOD             NGS
 DN1397  HISTORY     - 19880309 GOOD
 DN1397  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN1397
 DN1397                          STATION DESCRIPTION
 DN1397
 DN1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1397'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF BOWIE, 63 FEET
 DN1397'NORTH OF THE CENTER OF TEXAS FARM ROAD 1758, 13 FEET NORTH
 DN1397'OF A WITNESS POST AND 12 FEET NORTH OF AN EAST-WEST FENCE
 DN1397'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED LINDALE 1956.
 DN1397'
 DN1397'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF THE CENTER OF TEXAS
 DN1397'FARM ROAD 1758 AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 DN1397'IT PROJECTS 3 INCHES AND IS STAMPED LINDALE NO 1 1956.
 DN1397'
 DN1397'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE CENTER OF TEXAS FARM
 DN1397'ROAD 1758, 25 FEET EAST OF AN OAK TREE AND 1 FOOT SOUTH OF
 DN1397'AN EAST-WEST FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 DN1397'LINDALE NO 2 1956.
 DN1397'
 DN1397'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 153.31 FEET.
 DN1397'
 DN1397'THE AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTER OF TEXAS FARM
 DN1397'ROAD 1758, 5 FEET SOUTHEAST OF A WITNESS POST, 3 FEET NORTHEAST
 DN1397'OF A HIGH LINE POLE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 DN1397'IT PROJECTS 3 INCHES AND IS STAMPED LINDALE 1956.
 DN1397'
 DN1397'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE GO NORTHEAST
 DN1397'ON STATE HIGHWAY 59 FOR 3.0 MILES TO THE JUNCTION WITH TEXAS FARM
 DN1397'ROAD 1758.  TURN RIGHT ON TEXAS FARM ROAD 1758 AND GO 0.3
 DN1397'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHEASTERLY
 DN1397'ON TEXAS FARM ROAD 1758 FOR 0.3 MILE TO THE STATION AND
 DN1397'REFERENCE MARKS AS DESCRIBED.
 DN1397
 DN1397                          STATION RECOVERY (1956)
 DN1397
 DN1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 DN1397'RECOVERED IN GOOD CONDITION.
 DN1397
 DN1397                          STATION RECOVERY (1977)
 DN1397
 DN1397'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1977 (CLJ)
 DN1397'LINDALE 1956 RECOVERED GOOD.
 DN1397'
 DN1397'AZIMUTH MARK RECOVERED GOOD.
 DN1397'
 DN1397'RM NO. 2 RECOVERED GOOD.
 DN1397'
 DN1397'1956 DESCRIPTION IS ADEQUATE FOR RECOVERY OF ALL MARKS.
 DN1397'
 DN1397'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILE N.E. OF BOWIE.
 DN1397
 DN1397                          STATION RECOVERY (1987)
 DN1397
 DN1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DN1397'THE STATION IS LOCATED ABOUT 13 KM (8.10 MI) SOUTHWEST OF MONTAGE AND
 DN1397'5 KM (3.10 MI) NORTHEAST OF BOWIE, ALONG THE NORTHEAST SIDE OF FARM
 DN1397'ROAD 1758, ON PRIVATE PROPERTY.  OWNERSHIP-- UNKNOWN, NOBODY IN
 DN1397'THEAREA KNOWS THE OWNERSHIP
 DN1397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 DN1397'HIGHWAY 59, AT THE NORTHEAST CORNER OF THE POST OFFICE, IN BOWIE.  GO
 DN1397'NORTHEAST ON STATE HIGHWAY 59 FOR 5.0 KM (3.10 MI) TO FARM ROAD 1758,
 DN1397'ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON FARM ROAD 1758 FOR 1.0
 DN1397'KM (0.60 MI) TO A GRAVEL ROAD ON THE LEFT, LEADING NORTHEAST.
 DN1397'CONTINUE NORTHEAST ON FARM ROAD 1758 FOR 0.1 KM (0.05 MI) TO
 DN1397'THESTATION ON THE LEFT.
 DN1397'THE STATION MARK IS SET 19.0 M (62.3 FT) NORTHEAST OF THE CENTERLINE
 DN1397'OF THE ROAD, 18.2 M (59.7 FT) NORTHWEST OF A UTILITY POLE, AND 0.2 M
 DN1397'(0.7 FT) SOTHWEST OF A WITNESS POST.
 DN1397'DESCRIBED BY B.L.L.
 DN1397
 DN1397                          STATION RECOVERY (1988)
 DN1397
 DN1397'RECOVERED 1988
 DN1397'RECOVERED IN GOOD CONDITION.
 DN1397
 DN1397                          STATION RECOVERY (1996)
 DN1397
 DN1397'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1246 ***********************************************************************
 CR1246  DESIGNATION -  LINDALE ATT RELAY TOWER
 CR1246  PID         -  CR1246
 CR1246  STATE/COUNTY-  TX/SMITH
 CR1246  USGS QUAD   -  CROW (1981)
 CR1246
 CR1246                         *CURRENT SURVEY CONTROL
 CR1246  ___________________________________________________________________
 CR1246* NAD 83(1993)-  32 32 28.91458(N)    095 22 25.92204(W)     ADJUSTED  
 CR1246* NAVD 88     -                                                        
 CR1246  ___________________________________________________________________
 CR1246  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 CR1246  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR1246
 CR1246  HORZ ORDER  -  THIRD
 CR1246
 CR1246.The horizontal coordinates were established by classical geodetic methods
 CR1246.and adjusted by the National Geodetic Survey in February 1996..
 CR1246
 CR1246
 CR1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1246
 CR1246.The geoid height was determined by GEOID03.
 CR1246
 CR1246;                    North         East     Units Scale Factor Converg.
 CR1246;SPC TXNC     - 2,101,364.273   893,580.105   MT  0.99991201   +1 42 17.9
 CR1246;SPC TXNC     - 6,894,225.95  2,931,687.39   sFT  0.99991201   +1 42 17.9
 CR1246;UTM  15      - 3,602,929.477   277,075.940   MT  1.00021284   -1 16 38.8
 CR1246
 CR1246                          SUPERSEDED SURVEY CONTROL
 CR1246
 CR1246  NAD 83(1986)-  32 32 28.92208(N)    095 22 25.90774(W) AD(       ) 4
 CR1246  NAD 27      -  32 32 28.41200(N)    095 22 25.07900(W) AD(       ) 3
 CR1246
 CR1246.Superseded values are not recommended for survey control.
 CR1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1246.See file dsdata.txt to determine how the superseded data were derived.
 CR1246
 CR1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS7707602929(NAD 83)
 CR1246_MARKER: 55 = TOWER
 CR1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1246+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 CR1246
 CR1246  HISTORY     - Date     Condition        Report By
 CR1246  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1246  HISTORY     - 19960420 GOOD             USPSQD
 CR1246  HISTORY     - 20040606 GOOD             USPSQD
 CR1246
 CR1246                          STATION DESCRIPTION
 CR1246
 CR1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1246'THE STATION IS A STEEL STRUCTURAL TOWER PAINTED GRAY IN
 CR1246'COLOR WITH FOUR LARGE REFLECTORS AT THE TOP.  THE OVERALL
 CR1246'HEIGHT IS 100 FEET.
 CR1246'
 CR1246'THE TOP AND CENTER OF THE TOWER WAS INTERSECTED.
 CR1246'
 CR1246'TO REACH THE STATION FROM THE POST OFFICE IN LINDALE GO SOUTH
 CR1246'ON U.S. HIGHWAY 69 FOR ABOUT 50 YARDS TO THE JUNCTION OF
 CR1246'FARM ROAD 16.  TURN LEFT ON FARM ROAD 16 AND GO 0.7 MILE
 CR1246'TO AN OILED ROAD LEFT.  TURN LEFT ON THE OILED ROAD AND GO
 CR1246'2.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CR1246
 CR1246                          STATION RECOVERY (1996)
 CR1246
 CR1246'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1246'RECOVERED IN GOOD CONDITION.
 CR1246
 CR1246                          STATION RECOVERY (2004)
 CR1246
 CR1246'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1247 ***********************************************************************
 CR1247  DESIGNATION -  LINDALE MUNICIPAL TANK
 CR1247  PID         -  CR1247
 CR1247  STATE/COUNTY-  TX/SMITH
 CR1247  USGS QUAD   -  LINDALE (1981)
 CR1247
 CR1247                         *CURRENT SURVEY CONTROL
 CR1247  ___________________________________________________________________
 CR1247* NAD 83(1993)-  32 30 59.10200(N)    095 24 33.87200(W)     ADJUSTED  
 CR1247* NAVD 88     -                                                        
 CR1247  ___________________________________________________________________
 CR1247  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CR1247  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR1247
 CR1247  HORZ ORDER  -  THIRD
 CR1247
 CR1247.The horizontal coordinates were established by classical geodetic methods
 CR1247.and adjusted by the National Geodetic Survey in February 1996..
 CR1247
 CR1247
 CR1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1247
 CR1247.The geoid height was determined by GEOID03.
 CR1247
 CR1247;                    North         East     Units Scale Factor Converg.
 CR1247;SPC TXNC     - 2,098,500.319   890,324.673   MT  0.99991595   +1 41 08.1
 CR1247;SPC TXNC     - 6,884,829.80  2,921,006.86   sFT  0.99991595   +1 41 08.1
 CR1247;UTM  15      - 3,600,237.919   273,674.885   MT  1.00023169   -1 17 44.5
 CR1247
 CR1247                          SUPERSEDED SURVEY CONTROL
 CR1247
 CR1247  NAD 83(1986)-  32 30 59.10957(N)    095 24 33.85802(W) AD(       ) 4
 CR1247  NAD 27      -  32 30 58.60000(N)    095 24 33.01000(W) AD(       ) 3
 CR1247
 CR1247.Superseded values are not recommended for survey control.
 CR1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1247.See file dsdata.txt to determine how the superseded data were derived.
 CR1247
 CR1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS7367500238(NAD 83)
 CR1247_MARKER: 53 = ELEVATED TANK
 CR1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1247+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 CR1247
 CR1247  HISTORY     - Date     Condition        Report By
 CR1247  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1247  HISTORY     - 19960420 GOOD             USPSQD
 CR1247  HISTORY     - 20030707 GOOD             USPSQD
 CR1247  HISTORY     - 20040815 GOOD             USPSQD
 CR1247  HISTORY     - 20050712 GOOD             USPSQD
 CR1247
 CR1247                          STATION DESCRIPTION
 CR1247
 CR1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1247'THE STATION IS LOCATED NEAR THE CENTER OF LINDALE.  IT IS
 CR1247'96 FEET SOUTH OF EAST VALLEY STREET AND 51 FEET WEST OF
 CR1247'AN ALLEY WAY.  THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL
 CR1247'AT THE APEX AND IS SILVER IN COLOR.  IT IS SUPPORTED BY A
 CR1247'4 LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS ABOUT 125
 CR1247'FEET.
 CR1247'
 CR1247'THE BALL AT THE APEX OF THE ROOF WAS OBSERVED.
 CR1247
 CR1247                          STATION RECOVERY (1996)
 CR1247
 CR1247'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1247'RECOVERED IN GOOD CONDITION.
 CR1247
 CR1247                          STATION RECOVERY (2003)
 CR1247
 CR1247'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CR1247'RECOVERED IN GOOD CONDITION.
 CR1247
 CR1247                          STATION RECOVERY (2004)
 CR1247
 CR1247'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CR1247'RECOVERED IN GOOD CONDITION.
 CR1247
 CR1247                          STATION RECOVERY (2005)
 CR1247
 CR1247'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR1247'TANK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1197 ***********************************************************************
 CA1197  DESIGNATION -  LINDAMAN ET
 CA1197  PID         -  CA1197
 CA1197  STATE/COUNTY-  TX/RUNNELS
 CA1197  USGS QUAD   -  HATCHEL (1987)
 CA1197
 CA1197                         *CURRENT SURVEY CONTROL
 CA1197  ___________________________________________________________________
 CA1197* NAD 83(1993)-  31 48 36.57742(N)    099 59 47.49274(W)     ADJUSTED  
 CA1197* NAVD 88     -       547.8    (meters)    1797.     (feet)  VERTCON   
 CA1197  ___________________________________________________________________
 CA1197  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CA1197  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 CA1197
 CA1197  HORZ ORDER  -  THIRD
 CA1197
 CA1197.The horizontal coordinates were established by classical geodetic methods
 CA1197.and adjusted by the National Geodetic Survey in February 1996..
 CA1197
 CA1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1197
 CA1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1197
 CA1197.The geoid height was determined by GEOID03.
 CA1197
 CA1197;                    North         East     Units Scale Factor Converg.
 CA1197;SPC TX C     - 3,237,674.938   731,890.756   MT  0.99998116   +0 10 24.5
 CA1197;SPC TX C     -10,622,271.86  2,401,211.59   sFT  0.99998116   +0 10 24.5
 CA1197;UTM  14      - 3,519,826.112   405,677.263   MT  0.99970972   -0 31 31.1
 CA1197
 CA1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1197!SPC TX C     -   0.99991795  x   0.99998116  =   0.99989911
 CA1197!UTM  14      -   0.99991795  x   0.99970972  =   0.99962769
 CA1197
 CA1197:                Primary Azimuth Mark                     Grid Az
 CA1197:SPC TX C     -  VANCIL ET                                344 29 23.6
 CA1197:UTM  14      -  VANCIL ET                                345 11 19.2
 CA1197
 CA1197|---------------------------------------------------------------------|
 CA1197| PID    Reference Object                     Distance      Geod. Az  |
 CA1197|                                                           dddmmss.s |
 CA1197| CB0807 VANCIL ET                           APPROX. 4.4 KM 3443948.1 |
 CA1197|---------------------------------------------------------------------|
 CA1197
 CA1197                          SUPERSEDED SURVEY CONTROL
 CA1197
 CA1197  NAD 83(1986)-  31 48 36.58407(N)    099 59 47.47847(W) AD(       ) 3
 CA1197  NAD 27      -  31 48 36.03697(N)    099 59 46.14785(W) AD(       ) 3
 CA1197  NGVD 29 (07/19/86)  547.7    (m)         1797.     (f) VERT ANG       
 CA1197
 CA1197.Superseded values are not recommended for survey control.
 CA1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1197.See file dsdata.txt to determine how the superseded data were derived.
 CA1197
 CA1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0567719826(NAD 83)
 CA1197_MARKER: DD = SURVEY DISK
 CA1197_SETTING: 0 = UNSPECIFIED SETTING
 CA1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1197
 CA1197  HISTORY     - Date     Condition        Report By
 CA1197  HISTORY     - 1958     MONUMENTED       USGS
 CA1197
 CA1197                          STATION DESCRIPTION
 CA1197
 CA1197'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CA1197'LOCATED ABOUT 5 MI. NW. OF BALLINGER, TEXAS, AND ABOUT 10 MI. S. OF
 CA1197'WINTERS ON TOP HILL WITH SCATTERED TREES AND BRUSH.  STATION IS
 CA1197'ABOUT 40 FT. W. OF OLD CALICHE PIT.
 CA1197'
 CA1197'TO REACH FROM JUNCTION OF HIGHWAYS U.S. 83 AND TEXAS 158 AT E. EDGE
 CA1197'OF BALLINGER, TEXAS, GO W. ON TEXAS HIGHWAY 158 FOR 1.7 MI. TO DIRT
 CA1197'RD., TURN RIGHT AND GO 3.4 MI. TO T-RD. N., TURN RIGHT (N.) AND GO
 CA1197'0.5 MI. TO SIDE RD., TURN RIGHT (E.) AND GO 1.7 MI. TO RED GATE AND
 CA1197'DIRT TRACK RD., TURN LEFT (N.) FOLLOW TRACK RD. FOR 0.4 MI. TO TOP
 CA1197'OF HILL AND STATION.
 CA1197'
 CA1197'STATION MARK--STANDARD TABLET STAMPED ---LINDAMAN - ET 1958---, SET
 CA1197'IN CONCRETE MONUMENT BURIED IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1086 ***********************************************************************
 CR1086  DESIGNATION -  LINDEN
 CR1086  PID         -  CR1086
 CR1086  STATE/COUNTY-  TX/CASS
 CR1086  USGS QUAD   -  LANIER (1962)
 CR1086
 CR1086                         *CURRENT SURVEY CONTROL
 CR1086  ___________________________________________________________________
 CR1086* NAD 83(1993)-  32 59 45.37138(N)    094 21 45.47350(W)     ADJUSTED  
 CR1086* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 CR1086  ___________________________________________________________________
 CR1086  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CR1086  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CR1086
 CR1086  HORZ ORDER  -  SECOND
 CR1086
 CR1086.The horizontal coordinates were established by classical geodetic methods
 CR1086.and adjusted by the National Geodetic Survey in February 1996..
 CR1086
 CR1086.The orthometric height was scaled from a topographic map.
 CR1086
 CR1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1086
 CR1086.The geoid height was determined by GEOID03.
 CR1086
 CR1086;                    North         East     Units Scale Factor Converg.
 CR1086;SPC TXNC     - 2,155,014.482   986,519.100   MT  0.99987309   +2 15 23.4
 CR1086;SPC TXNC     - 7,070,243.35  3,236,604.75   sFT  0.99987309   +2 15 23.4
 CR1086;UTM  15      - 3,651,660.929   372,697.883   MT  0.99979982   -0 44 31.8
 CR1086
 CR1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1086!SPC TXNC     -   0.99998362  x   0.99987309  =   0.99985671
 CR1086!UTM  15      -   0.99998362  x   0.99979982  =   0.99978345
 CR1086
 CR1086|---------------------------------------------------------------------|
 CR1086| PID    Reference Object                     Distance      Geod. Az  |
 CR1086|                                                           dddmmss.s |
 CR1086| CX6673 LINDEN RM 1                          23.730 METERS 03001     |
 CR1086| CX7374 WEST GABLE OF HOUSE                  17.983 METERS 08513     |
 CR1086| CX6674 LINDEN RM 2                          26.095 METERS 13133     |
 CR1086| CX6672 LINDEN AZ MK                                       3460130.2 |
 CR1086|---------------------------------------------------------------------|
 CR1086
 CR1086                          SUPERSEDED SURVEY CONTROL
 CR1086
 CR1086  NAD 83(1993)-  32 59 45.37534(N)    094 21 45.46525(W) AD(       ) 2
 CR1086  NAD 83(1986)-  32 59 45.37615(N)    094 21 45.46250(W) AD(       ) 2
 CR1086  NAD 27      -  32 59 44.90040(N)    094 21 44.77060(W) AD(       ) 2
 CR1086
 CR1086.Superseded values are not recommended for survey control.
 CR1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1086.See file dsdata.txt to determine how the superseded data were derived.
 CR1086
 CR1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7269851661(NAD 83)
 CR1086_MARKER: DS = TRIANGULATION STATION DISK
 CR1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1086
 CR1086  HISTORY     - Date     Condition        Report By
 CR1086  HISTORY     - 1958     MONUMENTED       CGS
 CR1086  HISTORY     - 1974     GOOD             TXHD
 CR1086
 CR1086                          STATION DESCRIPTION
 CR1086
 CR1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1086'THE STATION IS LOCATED ON A SMALL WOODED KNOLL ABOUT 1.0 MILE
 CR1086'SOUTH OF LINDEN, 59 FEET WEST OF THE WEST SIDE OF A HOUSE,
 CR1086'45 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 15 FEET NORTH
 CR1086'OF A BOILER AND ON MR. MORGAN HAMPTON PROPERTY.  THE MARK PROJECTS
 CR1086'5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1086'LINDEN 1958.
 CR1086'
 CR1086'REFERENCE MARK NO. 1 IS 21 FEET EAST OF A DRIVE WAY AND 16
 CR1086'FEET NORTH OF THE CENTER OF A GRADED ROAD.  THE MARK PROJECTS
 CR1086'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED LINDEN
 CR1086'NO 1 1958.
 CR1086'
 CR1086'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF THE SOUTH END OF A
 CR1086'HOUSE, 33 FEET NORTH EAST OF A NORTH FENCE CORNER POST AND
 CR1086'2 FEET EAST OF A SMALL BUILDING.  THE MARK IS SET FLUSH WITH
 CR1086'THE SURFACE OF THE GROUND AND IS STAMPED LINDEN NO 2 1958.
 CR1086'
 CR1086'AZIMUTH MARK IS 45 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.
 CR1086'59, 16 FEET WEST OF FOUR MAIL BOXES AND 2 FEET SOUTH OF A
 CR1086'POWERLINE POLE.  THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE
 CR1086'OF THE GROUND AND IS STAMPED LINDEN 1958.
 CR1086'
 CR1086'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 59 AND
 CR1086'STATE ROAD NO. 155 IN THE SOUTHEAST EDGE OF LINDEN, GO SOUTH ON
 CR1086'U.S. HIGHWAY NO. 59 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 CR1086'RIGHT AS DESCRIBED, CONTINUE SOUTH ON U.S. HIGHWAY NO. 59
 CR1086'FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 CR1086'EAST FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CR1086'
 CR1086'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 CR1086
 CR1086                          STATION RECOVERY (1974)
 CR1086
 CR1086'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 CR1086'LINDEN 1958-GOOD
 CR1086'
 CR1086'LINDEN AZIMUTH MARK-GOOD
 CR1086'
 CR1086'1958 DESCRIPTION IS ADEQUATE FOR RECOVERING THE STA.  A PINE GROVE
 CR1086'NOW PREVENTS LINE-OF-SIGHT TO THE AZIMUTH MARK.  REFERENCE MARKS
 CR1086'WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1234 ***********************************************************************
 DM1234  DESIGNATION -  LINDEN MUNICIPAL TANK
 DM1234  PID         -  DM1234
 DM1234  STATE/COUNTY-  TX/CASS
 DM1234  USGS QUAD   -  LINDEN (1976)
 DM1234
 DM1234                         *CURRENT SURVEY CONTROL
 DM1234  ___________________________________________________________________
 DM1234* NAD 83(1993)-  33 00 39.64951(N)    094 21 57.60668(W)     ADJUSTED  
 DM1234* NAVD 88     -                                                        
 DM1234  ___________________________________________________________________
 DM1234  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DM1234  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM1234
 DM1234  HORZ ORDER  -  THIRD
 DM1234
 DM1234.The horizontal coordinates were established by classical geodetic methods
 DM1234.and adjusted by the National Geodetic Survey in February 1996..
 DM1234
 DM1234
 DM1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1234
 DM1234.The geoid height was determined by GEOID03.
 DM1234
 DM1234;                    North         East     Units Scale Factor Converg.
 DM1234;SPC TXNC     - 2,156,672.716   986,138.626   MT  0.99987287   +2 15 16.8
 DM1234;SPC TXNC     - 7,075,683.74  3,235,356.48   sFT  0.99987287   +2 15 16.8
 DM1234;UTM  15      - 3,653,336.675   372,404.703   MT  0.99980074   -0 44 39.5
 DM1234
 DM1234                          SUPERSEDED SURVEY CONTROL
 DM1234
 DM1234  NAD 83(1993)-  33 00 39.65348(N)    094 21 57.59861(W) AD(       ) 4
 DM1234  NAD 83(1986)-  33 00 39.65416(N)    094 21 57.59575(W) AD(       ) 4
 DM1234  NAD 27      -  33 00 39.18200(N)    094 21 56.90300(W) AD(       ) 3
 DM1234
 DM1234.Superseded values are not recommended for survey control.
 DM1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1234.See file dsdata.txt to determine how the superseded data were derived.
 DM1234
 DM1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7240553337(NAD 83)
 DM1234_MARKER: 53 = ELEVATED TANK
 DM1234
 DM1234  HISTORY     - Date     Condition        Report By
 DM1234  HISTORY     - 1958     FIRST OBSERVED   CGS
 DM1234
 DM1234                          STATION DESCRIPTION
 DM1234
 DM1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1234'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF LINDEN
 DM1234'NEXT TO THE FIRE DEPARTMENT AND ABOUT 1 BLOCK WEST OF THE COURT
 DM1234'HOUSE.  THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE
 DM1234'AND ITS OVER-ALL HEIGHT IS ABOUT 130 FEET.  IT IS PAINTED SILVER
 DM1234'AND BLACK IN COLOR.  THE TOP AND CENTER WAS THE POINT
 DM1234'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1232 ***********************************************************************
 DM1232  DESIGNATION -  LINDEN T S F S RADIO MAST
 DM1232  PID         -  DM1232
 DM1232  STATE/COUNTY-  TX/CASS
 DM1232  USGS QUAD   -  LINDEN (1976)
 DM1232
 DM1232                         *CURRENT SURVEY CONTROL
 DM1232  ___________________________________________________________________
 DM1232* NAD 83(1993)-  33 00 18.88028(N)    094 21 24.56803(W)     ADJUSTED  
 DM1232* NAVD 88     -                                                        
 DM1232  ___________________________________________________________________
 DM1232  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DM1232  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DM1232
 DM1232  HORZ ORDER  -  THIRD
 DM1232
 DM1232.The horizontal coordinates were established by classical geodetic methods
 DM1232.and adjusted by the National Geodetic Survey in February 1996..
 DM1232
 DM1232
 DM1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1232
 DM1232.The geoid height was determined by GEOID03.
 DM1232
 DM1232;                    North         East     Units Scale Factor Converg.
 DM1232;SPC TXNC     - 2,156,067.231   987,020.628   MT  0.99987295   +2 15 34.8
 DM1232;SPC TXNC     - 7,073,697.24  3,238,250.18   sFT  0.99987295   +2 15 34.8
 DM1232;UTM  15      - 3,652,685.923   373,253.757   MT  0.99979808   -0 44 21.1
 DM1232
 DM1232                          SUPERSEDED SURVEY CONTROL
 DM1232
 DM1232  NAD 83(1993)-  33 00 18.88413(N)    094 21 24.55999(W) AD(       ) 4
 DM1232  NAD 83(1986)-  33 00 18.88491(N)    094 21 24.55720(W) AD(       ) 4
 DM1232  NAD 27      -  33 00 18.41100(N)    094 21 23.86500(W) AD(       ) 3
 DM1232
 DM1232.Superseded values are not recommended for survey control.
 DM1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1232.See file dsdata.txt to determine how the superseded data were derived.
 DM1232
 DM1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7325452686(NAD 83)
 DM1232_MARKER: 42 = RADIO/TV MAST
 DM1232
 DM1232  HISTORY     - Date     Condition        Report By
 DM1232  HISTORY     - 1958     FIRST OBSERVED   CGS
 DM1232
 DM1232                          STATION DESCRIPTION
 DM1232
 DM1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1232'THE STATION IS LOCATED ABOUT 1.0 MILE EAST OF LINDEN AT THE
 DM1232'BACK OF THE DISTRICT 1 HEADQUARTERS FOR THE TEXAS STATE FOREST
 DM1232'SERVICE.  THE MAST IS MOUNTED ON A CONCRETE FOUNDATION, ABOUT 300
 DM1232'FEET IN HEIGHT, COLORED RED AND WHITE AND THE RED LIGHT ON TOP
 DM1232'WAS THE POINT OBSERVED.
 DM1232'
 DM1232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 59
 DM1232'AND STATE ROAD NO. 125 IN THE EAST EDGE OF LINDEN, GO NORTH
 DM1232'ON U.S. HIGHWAY NO. 59 FOR 0.1 MILE TO THE STATION ON THE RIGHT
 DM1232'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0828 ***********************************************************************
 CC0828  DESIGNATION -  LINDLEY
 CC0828  PID         -  CC0828
 CC0828  STATE/COUNTY-  TX/REEVES
 CC0828  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0828
 CC0828                         *CURRENT SURVEY CONTROL
 CC0828  ___________________________________________________________________
 CC0828* NAD 83(1993)-  31 43 33.13047(N)    103 48 26.85685(W)     ADJUSTED  
 CC0828* NAVD 88     -       891.0    (meters)    2923.     (feet)  VERTCON   
 CC0828  ___________________________________________________________________
 CC0828  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CC0828  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CC0828
 CC0828  HORZ ORDER  -  SECOND
 CC0828
 CC0828.The horizontal coordinates were established by classical geodetic methods
 CC0828.and adjusted by the National Geodetic Survey in February 1996..
 CC0828
 CC0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0828
 CC0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0828
 CC0828.The geoid height was determined by GEOID03.
 CC0828
 CC0828;                    North         East     Units Scale Factor Converg.
 CC0828;SPC TX C     - 3,233,421.312   370,812.075   MT  0.99996149   -1 47 21.8
 CC0828;SPC TX C     -10,608,316.42  1,216,572.62   sFT  0.99996149   -1 47 21.8
 CC0828;UTM  13      - 3,510,669.396   612,979.275   MT  0.99975742   +0 37 37.8
 CC0828
 CC0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0828!SPC TX C     -   0.99986412  x   0.99996149  =   0.99982562
 CC0828!UTM  13      -   0.99986412  x   0.99975742  =   0.99962157
 CC0828
 CC0828:                Primary Azimuth Mark                     Grid Az
 CC0828:SPC TX C     -  DEVINE                                   104 40 22.6
 CC0828:UTM  13      -  DEVINE                                   102 15 23.0
 CC0828
 CC0828|---------------------------------------------------------------------|
 CC0828| PID    Reference Object                     Distance      Geod. Az  |
 CC0828|                                                           dddmmss.s |
 CC0828| CC0827 DEVINE                              APPROX. 5.1 KM 1025300.8 |
 CC0828| CH8878 LINDLEY RM 1                         13.570 METERS 12020     |
 CC0828| CH8879 LINDLEY RM 2                         17.613 METERS 30011     |
 CC0828|---------------------------------------------------------------------|
 CC0828
 CC0828                          SUPERSEDED SURVEY CONTROL
 CC0828
 CC0828  NAD 83(1993)-  31 43 33.13063(N)    103 48 26.85470(W) AD(       ) 2
 CC0828  NAD 83(1986)-  31 43 33.13059(N)    103 48 26.85451(W) AD(       ) 2
 CC0828  NAD 27      -  31 43 32.66916(N)    103 48 25.17389(W) AD(       ) 2
 CC0828  NGVD 29 (07/19/86)  890.6    (m)         2922.     (f) VERT ANG       
 CC0828
 CC0828.Superseded values are not recommended for survey control.
 CC0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0828.See file dsdata.txt to determine how the superseded data were derived.
 CC0828
 CC0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR1297910669(NAD 83)
 CC0828_MARKER: DD = SURVEY DISK
 CC0828_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CC0828
 CC0828  HISTORY     - Date     Condition        Report By
 CC0828  HISTORY     - 1969     MONUMENTED       USGS
 CC0828
 CC0828                          STATION DESCRIPTION
 CC0828
 CC0828'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (HH)
 CC0828'THE STATION IS LOCATED NORTH 40 DEG WEST ABOUT 28 MILES AIRLINE
 CC0828'FROM PECOS, NORTH 83 DEG WEST ABOUT 12 MILES AIRLINE FROM MENTONE.
 CC0828'13 FEET SOUTHEAST OF USGS WITNESS SIGN MOUNTED ON A METAL POST.
 CC0828'
 CC0828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 302
 CC0828'AND 285, GO WEST-NORTHWEST 12.8 MILES ON U.S. HIGHWAY 285.
 CC0828'PROCEED TO THE RIGHT (EAST) 1.2 MILES ON WELL-TRAVELED ROAD, THEN
 CC0828'TAKE THE EXTREME RIGHT (SOUTH) OF THREE FIELD ROADS FOR 0.5
 CC0828'MILE TO ROAD FORK RIGHT, THENCE 0.1 MILE TO T-ROAD RIGHT,
 CC0828'THENCE 0.3 MILE TO STATION SITE ON A HILL.  STATION IS 29
 CC0828'FEET SOUTHWEST OF CENTER OF TRACK ROAD.
 CC0828'
 CC0828'STATION MARK--A USGS ALUMINUM TABLET SET IN CONCRETE.  THE TABLET
 CC0828'PROJECTS 0.1 FOOT AND IS STAMPED LINDLEY ET 1960, 1969.
 CC0828'
 CC0828'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CC0828'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (5.0 FEET).
 CC0828'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 CC0828'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE
 CC0828'GROUND AND STAMPED LINDLEY ET NO. 1 1960, 1969.
 CC0828'
 CC0828'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CC0828'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (6.0 FEET).
 CC0828'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 CC0828'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE
 CC0828'GROUND AND STAMPED LINDLEY ET NO. 2 1960, 1969.
 CC0828'
 CC0828'STATION DEVINE C AND GS 1922 IS VISIBLE FROM THE GROUND AND
 CC0828'WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0754 ***********************************************************************
 EM0754  DESIGNATION -  LINDSEY
 EM0754  PID         -  EM0754
 EM0754  STATE/COUNTY-  TX/WICHITA
 EM0754  USGS QUAD   -  BURKBURNETT (1981)
 EM0754
 EM0754                         *CURRENT SURVEY CONTROL
 EM0754  ___________________________________________________________________
 EM0754* NAD 83(1993)-  34 00 46.22209(N)    098 37 07.73682(W)     ADJUSTED  
 EM0754* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 EM0754  ___________________________________________________________________
 EM0754  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 EM0754  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EM0754
 EM0754  HORZ ORDER  -  SECOND
 EM0754
 EM0754.The horizontal coordinates were established by classical geodetic methods
 EM0754.and adjusted by the National Geodetic Survey in February 1996..
 EM0754
 EM0754.The orthometric height was scaled from a topographic map.
 EM0754
 EM0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0754
 EM0754.The geoid height was determined by GEOID03.
 EM0754
 EM0754;                    North         East     Units Scale Factor Converg.
 EM0754;SPC TXNC     - 2,260,187.374   589,024.738   MT  1.00001321   -0 03 53.3
 EM0754;SPC TXNC     - 7,415,298.08  1,932,491.99   sFT  1.00001321   -0 03 53.3
 EM0754;UTM  14      - 3,763,645.086   535,196.337   MT  0.99961527   +0 12 47.6
 EM0754
 EM0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0754!SPC TXNC     -   0.99995061  x   1.00001321  =   0.99996382
 EM0754!UTM  14      -   0.99995061  x   0.99961527  =   0.99956590
 EM0754
 EM0754|---------------------------------------------------------------------|
 EM0754| PID    Reference Object                     Distance      Geod. Az  |
 EM0754|                                                           dddmmss.s |
 EM0754| CX8530 LINDSEY RM 1                         20.243 METERS 01004     |
 EM0754| EM0752 BURKBURNETT N MUNICIPAL TANK        APPROX.10.3 KM 0240159.7 |
 EM0754| EM0751 BURKBURNETT S MUNICIPAL TANK        APPROX. 8.9 KM 0315801.6 |
 EM0754| EM0753 LINDSEY USGS 1965                    23.512 METERS 09049     |
 EM0754| DO0783 SHEPPARD AFB TANK                   APPROX.11.1 KM 1030306.0 |
 EM0754| DO0784 AIRPORT BCN SHEPPARD AFB            APPROX.11.5 KM 1163848.9 |
 EM0754| CX8531 LINDSEY RM 2                         33.115 METERS 13644     |
 EM0754| DO0793 VORTAC WICHITA FALLS RADIO SPS      APPROX. 3.7 KM 1402911.6 |
 EM0754| CX8529 LINDSEY AZ MK                                      1924730.3 |
 EM0754| DO0802 IOWA PARK CITY WATER TANK           APPROX. 8.1 KM 2125449.2 |
 EM0754| DO0804 IOWA PARK N MUNICIPAL TANK          APPROX. 7.4 KM 2193751.8 |
 EM0754| EM0763 GRANDFIELD TV STA KSWO MAST         APPROX.24.4 KM 3370845.5 |
 EM0754| EM0757 GRANDFIELD MUNICIPAL TANK           APPROX.24.3 KM 3453037.3 |
 EM0754|---------------------------------------------------------------------|
 EM0754
 EM0754                          SUPERSEDED SURVEY CONTROL
 EM0754
 EM0754  NAD 83(1993)-  34 00 46.22218(N)    098 37 07.73654(W) AD(       ) 2
 EM0754  NAD 83(1986)-  34 00 46.22617(N)    098 37 07.72386(W) AD(       ) 2
 EM0754  NAD 27      -  34 00 45.88705(N)    098 37 06.50919(W) AD(       ) 2
 EM0754
 EM0754.Superseded values are not recommended for survey control.
 EM0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0754.See file dsdata.txt to determine how the superseded data were derived.
 EM0754
 EM0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3519663645(NAD 83)
 EM0754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0754_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0754
 EM0754  HISTORY     - Date     Condition        Report By
 EM0754  HISTORY     - 1965     MONUMENTED       CGS
 EM0754
 EM0754                          STATION DESCRIPTION
 EM0754
 EM0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0754'THE STATION IS 6-1/2 MILES SOUTHWEST OF BURKBURNETT, 4-1/2 MILES
 EM0754'NORTHEAST OF IOWA PARK, 3/4 MILES WEST OF FARM ROAD 369, ON
 EM0754'PROPERTY OWNED BY MR. R.L. FARR.
 EM0754'
 EM0754'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S. HIGHWAY
 EM0754'287 AND FARM ROAD 369, ABOUT 3-1/2 MILES EAST OF IOWA PARK, GO
 EM0754'NORTH ON FARM ROAD 369 FOR 2.75 MILES TO A CEMETERY ON THE RIGHT
 EM0754'AND A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVEL
 EM0754'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 EM0754'BLADED ROAD FOR 0.75 MILE TO A FENCE CORNER AND THE AZIMUTH MARK
 EM0754'ON THE RIGHT.  CONTINUE NORTH FOR 0.5 MILE TO A ROAD RIGHT.  TURN
 EM0754'RIGHT AND GO EAST AND NORTH FOR 0.1 MILE TO A HOUSE ON THE
 EM0754'RIGHT AND THE STATION ON THE LEFT.
 EM0754'
 EM0754'STATION MARK IS A STANDARD DISK STAMPED LINDSEY 1965, SET IN THE
 EM0754'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FLUSH WITH THE
 EM0754'SURFACE.  IT IS 114.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 EM0754'HOUSE AND 12.5 FEET EAST OF A NORTH-SOUTH FENCE.
 EM0754'
 EM0754'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LINDSEY NO 1
 EM0754'1965, IS SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0754'DIAMETER, FLUSH WITH THE SURFACE.  IT IS 99.5 FEET NORTHWEST OF THE
 EM0754'NORTHWEST CORNER OF THE HOUSE, 16.5 FEET SOUTH OF A SOUTH GATE
 EM0754'POST AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 EM0754'
 EM0754'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LINDSEY NO 2
 EM0754'1965, IS SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0754'DIAMETER, FLUSH WITH THE SURFACE.  IT IS 37.5 FEET SOUTHWEST OF THE
 EM0754'SOUTHWEST CORNER OF THE HOUSE, 2.5 FEET SOUTHWEST OF THE SOUTHWEST
 EM0754'CORNER OF A BOARD FENCE AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 EM0754'
 EM0754'BENCH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK (NO
 EM0754'STAMPING) RIVETED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS
 EM0754'1 FOOT.  IT IS 35 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 EM0754'HOUSE, 0.5 FOOT EAST OF THE BOARD FENCE AND ABOUT 2 FEET HIGHER
 EM0754'IN ELEVATION THAN THE STATION.
 EM0754'
 EM0754'AZIMUTH MARK IS A STANDARD DISK STAMPED LINDSEY 1965, SET IN THE
 EM0754'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FLUSH WITH
 EM0754'THE SURFACE.  IT IS 25 FEET EAST OF THE CENTERLINE OF A BLADED
 EM0754'ROAD, 10.5 FEET NORTHEAST OF A TELEPHONE POLE AND 3 FEET EAST OF A
 EM0754'GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1656 ***********************************************************************
 FL1656  DESIGNATION -  LINDSEY
 FL1656  PID         -  FL1656
 FL1656  STATE/COUNTY-  TX/CARSON
 FL1656  USGS QUAD   -  MC BRIDE (1978)
 FL1656
 FL1656                         *CURRENT SURVEY CONTROL
 FL1656  ___________________________________________________________________
 FL1656* NAD 83(1993)-  35 36 03.88194(N)    101 24 24.68606(W)     ADJUSTED  
 FL1656* NAVD 88     -       983.     (meters)    3225.     (feet)  SCALED    
 FL1656  ___________________________________________________________________
 FL1656  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FL1656  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 FL1656
 FL1656  HORZ ORDER  -  THIRD
 FL1656
 FL1656.The horizontal coordinates were established by classical geodetic methods
 FL1656.and adjusted by the National Geodetic Survey in February 1996..
 FL1656
 FL1656.The orthometric height was scaled from a topographic map.
 FL1656
 FL1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1656
 FL1656.The geoid height was determined by GEOID03.
 FL1656
 FL1656;                    North         East     Units Scale Factor Converg.
 FL1656;SPC TX N     - 1,177,622.842   208,439.476   MT  0.99991597   +0 03 14.3
 FL1656;SPC TX N     - 3,863,584.27    683,855.18   sFT  0.99991597   +0 03 14.3
 FL1656;UTM  14      - 3,942,370.505   281,967.616   MT  1.00018585   -1 24 06.0
 FL1656
 FL1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1656!SPC TX N     -   0.99984987  x   0.99991597  =   0.99976585
 FL1656!UTM  14      -   0.99984987  x   1.00018585  =   1.00003569
 FL1656
 FL1656|---------------------------------------------------------------------|
 FL1656| PID    Reference Object                     Distance      Geod. Az  |
 FL1656|                                                           dddmmss.s |
 FL1656| CJ7726 LINDSEY RM 1                         10.839 METERS 18010     |
 FL1656| CJ7725 LINDSEY AZ MK                                      1924250.7 |
 FL1656| CJ7727 LINDSEY RM 2                          7.139 METERS 28810     |
 FL1656|---------------------------------------------------------------------|
 FL1656
 FL1656                          SUPERSEDED SURVEY CONTROL
 FL1656
 FL1656  NAD 83(1993)-  35 36 03.88350(N)    101 24 24.68257(W) AD(       ) 3
 FL1656  NAD 83(1986)-  35 36 03.88911(N)    101 24 24.67592(W) AD(       ) 3
 FL1656  NAD 27      -  35 36 03.72900(N)    101 24 23.07800(W) AD(       ) 3
 FL1656
 FL1656.Superseded values are not recommended for survey control.
 FL1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1656.See file dsdata.txt to determine how the superseded data were derived.
 FL1656
 FL1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8196842371(NAD 83)
 FL1656_MARKER: DS = TRIANGULATION STATION DISK
 FL1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1656
 FL1656  HISTORY     - Date     Condition        Report By
 FL1656  HISTORY     - 1951     MONUMENTED       CGS
 FL1656  HISTORY     - 1956     GOOD             CGS
 FL1656
 FL1656                          STATION DESCRIPTION
 FL1656
 FL1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1656'THE STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY
 FL1656'117, ABOUT 5 MILES SOUTH OF BORGER, 1/2 MILE SOUTH SOUTHWEST
 FL1656'OF HILLARD, 60 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 FL1656'117 AND 9 FEET WEST OF A WHITE WITNESS POST.
 FL1656'
 FL1656'TO REACH, FROM THE JUNCTION OF STATE HIGHWAY 117 (BUSINESS
 FL1656'ROUTE) AND STATE HIGHWAY 152 IN BORGER, GO SOUTH, ON STATE
 FL1656'HIGHWAY 117, FOR 4.55 MILES TO THE IRON ARCHWAY ENTRANCE TO
 FL1656'THE DISTRICT HEADQUARTERS OF THE GULF PRODUCTIONS COMPANY
 FL1656'ON THE RIGHT.  CONTINUE SOUTH, ON STATE HIGHWAY 117, FOR 0.2
 FL1656'MILE TO THE STATION.
 FL1656'
 FL1656'THE STATION MARK IS A STANDARD DISK, STAMPED LINDSEY 1951,
 FL1656'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1656'PROJECTS ABOUT 4 INCHES.
 FL1656'
 FL1656'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED LINDSEY
 FL1656'NO 1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1656'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT 10 INCHES LOWER
 FL1656'THAN THE STATION.  IT IS LOCATED 50 FEET WEST OF THE CENTERLINE
 FL1656'OF STATE HIGHWAY 117 AND 18 INCHES WEST OF A NORTH-SOUTH
 FL1656'FENCELINE.
 FL1656'
 FL1656'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED LINSEY NO
 FL1656'2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1656'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 6 INCHES HIGHER
 FL1656'THAN THE STATION.  IT IS LOCATED 27 FEET WEST OF A NORTH-SOUTH
 FL1656'FENCELINE AND 2-1/2 FEET EAST OF THE EAST EDGE OF A GRAVEL
 FL1656'PIT.
 FL1656'
 FL1656'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LINSEY 1951,
 FL1656'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1656'PROJECTS ABOUT 2 INCHES.  IT IS LOCATED ALONG THE WEST SIDE
 FL1656'OF STATE HIGHWAY 117, ABOUT 65 FEET WEST OF THE CENTERLINE
 FL1656'OF STATE HIGHWAY 117 AND 4 FEET WEST OF A NORTH-SOUTH FENCELINE.
 FL1656'
 FL1656'TO REACH, FROM THE STATION, GO SOUTH, ON STATE HIGHWAY 117,
 FL1656'FOR 0.5 MILE TO THE AZIMUTH MARK.
 FL1656'
 FL1656'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1656
 FL1656                          STATION RECOVERY (1956)
 FL1656
 FL1656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1656'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 FL1656'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 FL1656'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0753 ***********************************************************************
 EM0753  DESIGNATION -  LINDSEY USGS 1965
 EM0753  PID         -  EM0753
 EM0753  STATE/COUNTY-  TX/WICHITA
 EM0753  USGS QUAD   -  BURKBURNETT (1981)
 EM0753
 EM0753                         *CURRENT SURVEY CONTROL
 EM0753  ___________________________________________________________________
 EM0753* NAD 83(1993)-  34 00 46.21122(N)    098 37 06.82057(W)     ADJUSTED  
 EM0753* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 EM0753  ___________________________________________________________________
 EM0753  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 EM0753  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EM0753
 EM0753  HORZ ORDER  -  SECOND
 EM0753
 EM0753.The horizontal coordinates were established by classical geodetic methods
 EM0753.and adjusted by the National Geodetic Survey in February 1996..
 EM0753
 EM0753.The orthometric height was scaled from a topographic map.
 EM0753
 EM0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0753
 EM0753.The geoid height was determined by GEOID03.
 EM0753
 EM0753;                    North         East     Units Scale Factor Converg.
 EM0753;SPC TXNC     - 2,260,187.013   589,048.248   MT  1.00001321   -0 03 52.8
 EM0753;SPC TXNC     - 7,415,296.89  1,932,569.13   sFT  1.00001321   -0 03 52.8
 EM0753;UTM  14      - 3,763,644.839   535,219.839   MT  0.99961529   +0 12 48.1
 EM0753
 EM0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0753!SPC TXNC     -   0.99995061  x   1.00001321  =   0.99996382
 EM0753!UTM  14      -   0.99995061  x   0.99961529  =   0.99956592
 EM0753
 EM0753                          SUPERSEDED SURVEY CONTROL
 EM0753
 EM0753  NAD 83(1993)-  34 00 46.21131(N)    098 37 06.82028(W) AD(       ) 2
 EM0753  NAD 83(1986)-  34 00 46.21530(N)    098 37 06.80761(W) AD(       ) 2
 EM0753  NAD 27      -  34 00 45.87617(N)    098 37 05.59296(W) AD(       ) 2
 EM0753
 EM0753.Superseded values are not recommended for survey control.
 EM0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0753.See file dsdata.txt to determine how the superseded data were derived.
 EM0753
 EM0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3522063645(NAD 83)
 EM0753
 EM0753  HISTORY     - Date     Condition        Report By
 EM0753  HISTORY     - 1965     MONUMENTED       USGS
 EM0753
 EM0753                          STATION DESCRIPTION
 EM0753
 EM0753'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (ANP)
 EM0753'THE STATION IS 6-1/2 MILES SOUTHWEST OF BURKBURNETT, 4-1/2 MILES
 EM0753'NORTHEAST OF IOWA PARK, 3/4 MILES WEST OF FARM ROAD 369, ON
 EM0753'PROPERTY OWNED BY MR. R.L. FARR.
 EM0753'
 EM0753'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 EM0753'LINDSEY, THE DISTANCE BEING 23.512 METERS, 77.14 FEET EAST OF
 EM0753'LINDSEY.
 EM0753'
 EM0753'THE BENCH MARK IS A U.S. GEOLOGICAL SURVEY DISK (NO STAMPING)
 EM0753'RIVETED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.  IT
 EM0753'IS 35 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 0.5
 EM0753'FOOT EAST OF THE BOARD FENCE AND ABOUT 2 FEET HIGHER IN ELEVATION
 EM0753'THAN THE TRIANGULATION STATION LINDSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0647 ***********************************************************************
 EN0647  DESIGNATION -  LINE
 EN0647  PID         -  EN0647
 EN0647  STATE/COUNTY-  TX/CHILDRESS
 EN0647  USGS QUAD   -  ARLIE (1984)
 EN0647
 EN0647                         *CURRENT SURVEY CONTROL
 EN0647  ___________________________________________________________________
 EN0647* NAD 83(1993)-  34 40 51.66707(N)    100 00 44.72019(W)     ADJUSTED  
 EN0647* NAVD 88     -       517.3    (meters)    1697.     (feet)  VERTCON   
 EN0647  ___________________________________________________________________
 EN0647  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 EN0647  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EN0647
 EN0647  HORZ ORDER  -  SECOND
 EN0647
 EN0647.The horizontal coordinates were established by classical geodetic methods
 EN0647.and adjusted by the National Geodetic Survey in February 1996..
 EN0647
 EN0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0647
 EN0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0647
 EN0647.The geoid height was determined by GEOID03.
 EN0647
 EN0647;                    North         East     Units Scale Factor Converg.
 EN0647;SPC TX N     - 1,076,576.926   336,317.024   MT  0.99999296   +0 51 43.6
 EN0647;SPC TX N     - 3,532,069.46  1,103,400.10   sFT  0.99999296   +0 51 43.6
 EN0647;SPC OK S     -   151,328.213   415,603.353   MT  0.99993736   -1 08 32.2
 EN0647;SPC OK S     -   496,482.65  1,363,525.33   sFT  0.99993736   -1 08 32.2
 EN0647;UTM  14      - 3,838,136.445   407,255.994   MT  0.99970602   -0 34 34.0
 EN0647
 EN0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0647!SPC TX N     -   0.99992323  x   0.99999296  =   0.99991619
 EN0647!SPC OK S     -   0.99992323  x   0.99993736  =   0.99986059
 EN0647!UTM  14      -   0.99992323  x   0.99970602  =   0.99962927
 EN0647
 EN0647|---------------------------------------------------------------------|
 EN0647| PID    Reference Object                     Distance      Geod. Az  |
 EN0647|                                                           dddmmss.s |
 EN0647| EN0648 TEX OKLA OLD BDRY T2 3N R27W         80.040 METERS 00040     |
 EN0647| EN0635 DODSON 1923                         APPROX.10.6 KM 0004230.7 |
 EN0647| CX8532 LINE RM                              88.100 METERS 00043     |
 EN0647|---------------------------------------------------------------------|
 EN0647
 EN0647                          SUPERSEDED SURVEY CONTROL
 EN0647
 EN0647  NAD 83(1993)-  34 40 51.66707(N)    100 00 44.72021(W) AD(       ) 2
 EN0647  NAD 83(1986)-  34 40 51.67237(N)    100 00 44.71256(W) AD(       ) 2
 EN0647  NAD 27      -  34 40 51.45200(N)    100 00 43.34300(W) AD(       ) 2
 EN0647  NGVD 29 (07/19/86)  517.0    (m)         1696.     (f) VERT ANG       
 EN0647
 EN0647.Superseded values are not recommended for survey control.
 EN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0647.See file dsdata.txt to determine how the superseded data were derived.
 EN0647
 EN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0725638136(NAD 83)
 EN0647_MARKER: DS = TRIANGULATION STATION DISK
 EN0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0647
 EN0647  HISTORY     - Date     Condition        Report By
 EN0647  HISTORY     - 1923     MONUMENTED       CGS
 EN0647  HISTORY     - 1958     GOOD             CGS
 EN0647  HISTORY     - 1966     GOOD             CGS
 EN0647
 EN0647                          STATION DESCRIPTION
 EN0647
 EN0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EN0647'STATION IS ON THE OLD STATE LINE, 5-1/2 MI. DUE W OF THE TOWN
 EN0647'OF HOLLIS, 80 M. (262 FT.) S OF THE HIGHWAY FROM HOLLIS TO
 EN0647'BUCK CREEK, AND 2 FT. E OF THE OLD STATE LINE FENCE.
 EN0647'
 EN0647'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EN0647'DISKS, SET IN CONCRETE.
 EN0647'
 EN0647'THE REFERENCE MARK IS PLACED ABOUT 2 FT. E OF A STATE LINE
 EN0647'SIGNBOARD AND 88.10 M. (289.0 FT.) FROM THE STATION N 00 DEG 43 MIN E.
 EN0647'
 EN0647'ELEVATION OF STATION IS 517 M. (1696 FT.).
 EN0647
 EN0647                          STATION RECOVERY (1958)
 EN0647
 EN0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 EN0647'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EN0647'IT IS 262 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2
 EN0647'FEET EAST OF A NORTH-SOUTH FENCE LINE (OLD STATE LINE).  THE
 EN0647'TOP OF A CONCRETE POST WAS FOUND ABOUT DUE NORTH OF THE STATION
 EN0647'AND 26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THIS WAS
 EN0647'PROBABLY THE REFERENCE MARK BUT THE TOP HAS BEEN BROKEN OFF
 EN0647'AND THE DISK WAS GONE.  THE TOP OF THE REMAINING POST IS
 EN0647'ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 EN0647'
 EN0647'THE STATION IS 10.8 MILES EAST OF THE JUNCTION OF U.S. HIGHWAYS
 EN0647'83 AND 62, 5-1/2 MILES WEST OF HOLLIS, OKLAHOMA AND 1.0 MILE EAST
 EN0647'OF THE JUNCTION OF U.S. HIGHWAY 62 AND FARM ROAD 1642.
 EN0647
 EN0647                          STATION RECOVERY (1966)
 EN0647
 EN0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 EN0647'THE STATION WAS VISITED.  THE STATION MARK WAS FOUND IN
 EN0647'GOOD CONDITION AS PREVIOUSLY DESCRIBED.  OLD TARGET MATERIAL
 EN0647'IS SECURED TO THE FENCELINE NEAR THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0859 ***********************************************************************
 FM0859  DESIGNATION -  LINE
 FM0859  PID         -  FM0859
 FM0859  STATE/COUNTY-  TX/MOORE
 FM0859  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0859
 FM0859                         *CURRENT SURVEY CONTROL
 FM0859  ___________________________________________________________________
 FM0859* NAD 83(1993)-  35 51 58.63340(N)    102 09 45.94868(W)     ADJUSTED  
 FM0859* NAVD 88     -      1161.     (meters)    3809.     (feet)  VERTCON   
 FM0859  ___________________________________________________________________
 FM0859  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 FM0859  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FM0859
 FM0859  HORZ ORDER  -  THIRD
 FM0859
 FM0859.The horizontal coordinates were established by classical geodetic methods
 FM0859.and adjusted by the National Geodetic Survey in February 1996..
 FM0859
 FM0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0859
 FM0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0859
 FM0859.The geoid height was determined by GEOID03.
 FM0859
 FM0859;                    North         East     Units Scale Factor Converg.
 FM0859;SPC TX N     - 1,207,243.329   140,146.038   MT  0.99994142   -0 23 02.7
 FM0859;SPC TX N     - 3,960,764.16    459,795.79   sFT  0.99994142   -0 23 02.7
 FM0859;UTM  13      - 3,972,835.915   756,177.446   MT  1.00040875   +1 39 47.6
 FM0859
 FM0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0859!SPC TX N     -   0.99982194  x   0.99994142  =   0.99976337
 FM0859!UTM  13      -   0.99982194  x   1.00040875  =   1.00023061
 FM0859
 FM0859|---------------------------------------------------------------------|
 FM0859| PID    Reference Object                     Distance      Geod. Az  |
 FM0859|                                                           dddmmss.s |
 FM0859| CJ7729 LINE RM 1                             7.289 METERS 14700     |
 FM0859| CJ7728 LINE AZ MK                                         2723419.5 |
 FM0859| FM0857 HARTLEY MOORE CO S BDRY MARKER       18.060 METERS 27843     |
 FM0859| CJ7730 LINE RM 2                             7.669 METERS 29656     |
 FM0859| CJ8635 DISK                                 36.588 METERS 33051     |
 FM0859| FM0858 HARTLEY MOORE CO N BDRY MARKER       37.730 METERS 33146     |
 FM0859|---------------------------------------------------------------------|
 FM0859
 FM0859                          SUPERSEDED SURVEY CONTROL
 FM0859
 FM0859  NAD 83(1993)-  35 51 58.63292(N)    102 09 45.94904(W) AD(       ) 3
 FM0859  NAD 83(1986)-  35 51 58.64082(N)    102 09 45.93927(W) AD(       ) 3
 FM0859  NAD 27      -  35 51 58.50400(N)    102 09 44.27700(W) AD(       ) 3
 FM0859  NGVD 29 (07/19/86) 1160.     (m)         3806.     (f) VERT ANG       
 FM0859
 FM0859.Superseded values are not recommended for survey control.
 FM0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0859.See file dsdata.txt to determine how the superseded data were derived.
 FM0859
 FM0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5617772836(NAD 83)
 FM0859_MARKER: DS = TRIANGULATION STATION DISK
 FM0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0859
 FM0859  HISTORY     - Date     Condition        Report By
 FM0859  HISTORY     - 1953     MONUMENTED       CGS
 FM0859  HISTORY     - 1962     MARK NOT FOUND   USGS
 FM0859  HISTORY     - 1973     GOOD             USAF
 FM0859  HISTORY     - 1973     GOOD             NGS
 FM0859
 FM0859                          STATION DESCRIPTION
 FM0859
 FM0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0859'THE STATION IS LOCATED JUST EAST OF THE MOORE-HARTLEY COUNTY
 FM0859'LINE AND ALONG THE SOUTH SIDE OF U.S. HIGHWAY 87.  IT IS
 FM0859'ABOUT 14 MILES AIRLINE EAST OF HARTLEY, ABOUT 12 MILES AIRLINE
 FM0859'WEST OF DUMAS, AND ABOUT 16 MILES AIRLINE NORTHEAST OF CHANNING.
 FM0859'
 FM0859'THE STATION IS A STANDARD DISK STAMPED LINE 1953 AND SET IN
 FM0859'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FM0859'5 INCHES.  IT IS 55 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 FM0859'87, 10 FEET SOUTHEAST OF A FENCE CORNER, AND 80 FEET WEST
 FM0859'OF A SMALL GROUP OF TREES.
 FM0859'
 FM0859'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LINE
 FM0859'NO 1 1953 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FM0859'MONUMENT THAT PROJECTS 7 INCHES.  IT IS 1-1/2 FEET EAST OF A
 FM0859'WIRE FENCE AND ABOUT 1/2 FOOT LOWER THAN THE STATION.
 FM0859'
 FM0859'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LINE
 FM0859'NO 2 1953 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FM0859'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 10 FEET EAST OF THE
 FM0859'COUNTY LINE POST, 2-1/2 FEET NORTH OF A FENCE CORNER, 50
 FM0859'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 FM0859'FOOT HIGHER THAN THE STATION.
 FM0859'
 FM0859'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LINE 1953 AND SET
 FM0859'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FM0859'2 INCHES.  IT IS 49 FEET NORTH OF THE CENTER LINE OF U.S.
 FM0859'HIGHWAY 87, AND 1 FOOT SOUTH OF A WIRE FENCE.  TO REACH THE
 FM0859'MARK FROM THE STATION GO WEST ON U.S. HIGHWAY 87 FOR 0.5 MILE
 FM0859'TO THE MARK ON THE RIGHT.
 FM0859'
 FM0859'TO REACH THE STATION FROM THE GRAIN ELEVATOR IN HARTLEY GO
 FM0859'SOUTH ON U.S. HIGHWAY 87 FOR 0.6 MILE TO THE JUNCTION OF
 FM0859'U.S. HIGHWAY 87 AND STATE HIGHWAY 51.  TURN LEFT, EAST, AND
 FM0859'FOLLOW U.S. HIGHWAY 87 FOR 13.3 MILES TO THE MOORE-HARTLEY
 FM0859'COUNTY LINE AND THE STATION ON THE RIGHT.
 FM0859'
 FM0859'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FM0859
 FM0859                          STATION RECOVERY (1962)
 FM0859
 FM0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FM0859'STATION AND AZ. MK. WERE NOT RECOVERED.  BOTH R.M.S WERE
 FM0859'FOUND, BUT THE TABLET ON R.M. 2 HAS BEEN BROKEN OFF BY HWY
 FM0859'MOWING MACHINE.  STATION CAN BE REESTABLISHED FROM R.M.S.
 FM0859
 FM0859                          STATION RECOVERY (1973)
 FM0859
 FM0859'RECOVERY NOTE BY US AIR FORCE 1973
 FM0859'RECOVERED AS DESCRIBED.  REFERENCE MARK 2 SHEARED OFF.  DISK
 FM0859'SHAFT STILL IN CONCRETE.  STATION LINE 8 FEET NE OF METAL
 FM0859'WITNESS POST.  AZIMUTH MARK NOT RECOVERED.  A COMPLETE
 FM0859'DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE GRAIN
 FM0859'ELEVATOR IN HARTLEY GO SOUTH ON U.S. HIGHWAY 87 FOR 0.6 MILE
 FM0859'TO THE JUNCTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 51.  TURN
 FM0859'LEFT, EAST, AND FOLLOW U.S. HIGHWAY 87 FOR 13.3 MILES TO THE
 FM0859'MOORE-HARTLEY COUNTY LINE AND THE STATION ON THE RIGHT.
 FM0859
 FM0859                          STATION RECOVERY (1973)
 FM0859
 FM0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 FM0859'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED
 FM0859'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND WITH THE
 FM0859'DISK SHIRRED OFF, THE DISK WAS NOT RECOVERED.  THE AZIMUTH
 FM0859'MARK WAS FOUND DISTURBED, IT HAD BEEN PUSHED ABOUT 4-INCHES
 FM0859'ON LINE AWAY FROM THE STATION.  THE AZIMUTH MARK AND REFERENCE
 FM0859'MARK NO. 2 WERE OBSERVED FOR A CHECK ON THE STATION.  REFERENCE
 FM0859'MARK NO. 2 WAS LEFT AS FOUND AS IT IS A GOOD POINT FOR
 FM0859'RECOVERY, THE DISK WAS REMOVED FROM THE AZIMUTH MARK.  A TEXAS
 FM0859'STATE HIGHWAY DEPT. MARKER WAS OBSERVED FOR AN ADDITIONAL
 FM0859'REFERENCE MARK.  A NEW AZIMUTH MARK WAS NOT SET AS OTHER
 FM0859'STATION WERE NOT VISIBLE AT THIS TIME.  A NEW DESCRIPTION
 FM0859'FOLLOWS--
 FM0859'
 FM0859'THE STATION IS LOCATED ABOUT 14 MILES EAST OF HARTLEY, AND 11
 FM0859'MILES WEST OF DUMAS, ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 FM0859'87, ABOUT 60 FEET EAST OF THE COUNTY LINE, NEAR AN ANGLING
 FM0859'FENCE CORNER.
 FM0859'
 FM0859'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 FM0859'87 AND 287 IN DUMAS, GO WEST ON HIGHWAY 87 FOR 11.0 MILES
 FM0859'TO THE COUNTY LINE AND THE STATION AS DESCRIBED.
 FM0859'
 FM0859'THE STATION MARK IS A STANDARD DISK STAMPED LINE 1953, SET IN
 FM0859'A SQUARE CONCRETE MONUMENT 4-INCHES BELOW GROUND SURFACE.
 FM0859'IT IS 59 FEET SOUTH OF THE CENTER OF HIGHWAY 87, 59 FEET EAST
 FM0859'OF A 2-INCH IRON PIPE AT THE COUNTY LINE, AND 7.5 FEET NORTHEAST
 FM0859'OF A METAL WITNESS POST AND ANGLING FENCE LINE.
 FM0859'
 FM0859'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LINE NO 1
 FM0859'1953, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 FM0859'IT IS 78 FEET SOUTH OF THE CENTER OF HIGHWAY 87, 77 FEET
 FM0859'EAST-SOUTHEAST OF THE 2-INCH IRON PIPE AT THE COUNTY LINE,
 FM0859'23.5 FEET SOUTHEAST OF THE METAL WITNESS POST, AND 2.5 FEET
 FM0859'NORTHEAST OF THE FENCE LINE.
 FM0859'
 FM0859'REFERENCE MARK NO. 2 (NO DISK), A CONCRETE MONUMENT WITH THE
 FM0859'STEM OF THE DISK INTACT, PROJECTS 4-INCHES ABOVE GROUND SURFACE.
 FM0859'IT IS 47 FEET SOUTH OF THE CENTER OF HIGHWAY 87, 36 FEET
 FM0859'EAST OF THE 2-INCH IRON PIPE AT THE COUNTY LINE, 24 FEET
 FM0859'NORTHWEST OF THE METAL WITNESS POST, AND 4 FEET NORTHWEST OF
 FM0859'THE FENCE CORNER.
 FM0859'
 FM0859'THE TEXAS STATE HIGHWAY DEPT. MARKER IS A 5 X 7-INCH CONCRETE
 FM0859'POST WHICH PROJECTS 30-INCHES AND HAS A METAL PLAQUE ATTACHED.
 FM0859'IT IS AT THE COUNTY LINE, 46 FEET NORTH OF THE CENTER OF
 FM0859'HIGHWAY 87.  THE POINT AT THE TOP CENTER OF THE PLAQUE WAS
 FM0859'OBSERVED.
 FM0859'
 FM0859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 FM0859'WEST OF DUMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1469 ***********************************************************************
 GL1469  DESIGNATION -  LINE
 GL1469  PID         -  GL1469
 GL1469  STATE/COUNTY-  TX/DALLAM
 GL1469  USGS QUAD   -  SEDAN NE (1970)
 GL1469
 GL1469                         *CURRENT SURVEY CONTROL
 GL1469  ___________________________________________________________________
 GL1469* NAD 83(1993)-  36 08 57.47862(N)    103 02 27.08406(W)     ADJUSTED  
 GL1469* NAVD 88     -      1376.96   (+/-2cm)    4517.6    (feet)  VERTCON   
 GL1469  ___________________________________________________________________
 GL1469  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 GL1469  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 GL1469
 GL1469  HORZ ORDER  -  SECOND
 GL1469  VERT ORDER  -  THIRD ? (See Below)
 GL1469
 GL1469.The horizontal coordinates were established by classical geodetic methods
 GL1469.and adjusted by the National Geodetic Survey in February 1996..
 GL1469
 GL1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1469.The vertical order pertains to the NGVD 29 superseded value.
 GL1469
 GL1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1469
 GL1469.The geoid height was determined by GEOID03.
 GL1469
 GL1469;                    North         East     Units Scale Factor Converg.
 GL1469;SPC TX N     - 1,239,524.997    61,339.708   MT  0.99999224   -0 53 34.7
 GL1469;SPC TX N     - 4,066,674.93    201,245.36   sFT  0.99999224   -0 53 34.7
 GL1469;SPC NM E     -   571,856.678   281,306.863   MT  1.00007571   +0 45 45.0
 GL1469;SPC NM E     - 1,876,166.45    922,920.93   sFT  1.00007571   +0 45 45.0
 GL1469;UTM  13      - 4,002,286.094   676,250.045   MT  0.99998277   +1 09 21.5
 GL1469
 GL1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1469!SPC TX N     -   0.99978756  x   0.99999224  =   0.99977980
 GL1469!SPC NM E     -   0.99978756  x   1.00007571  =   0.99986325
 GL1469!UTM  13      -   0.99978756  x   0.99998277  =   0.99977033
 GL1469
 GL1469|---------------------------------------------------------------------|
 GL1469| PID    Reference Object                     Distance      Geod. Az  |
 GL1469|                                                           dddmmss.s |
 GL1469| CM8981 LINE RM 1                             9.017 METERS 18007     |
 GL1469| GL1470 BOUNDARY MI COR 286 CLARK NM TX      29.461 METERS 26534     |
 GL1469| CM9338 BOUNDARY MI COR 287 CLARK NM TX                    3585322.4 |
 GL1469|---------------------------------------------------------------------|
 GL1469
 GL1469                          SUPERSEDED SURVEY CONTROL
 GL1469
 GL1469  NAD 83(1993)-  36 08 57.47861(N)    103 02 27.08406(W) AD(       ) 2
 GL1469  NAD 83(1993)-  36 08 57.48209(N)    103 02 27.08184(W) AD(       ) 2
 GL1469  NAD 83(1986)-  36 08 57.48811(N)    103 02 27.07986(W) AD(       ) 2
 GL1469  NAD 27      -  36 08 57.36330(N)    103 02 25.32050(W) AD(       ) 2
 GL1469  NGVD 29 (07/19/86) 1376.29   (m)         4515.4    (f) LEVELING    3  
 GL1469
 GL1469.Superseded values are not recommended for survey control.
 GL1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1469.See file dsdata.txt to determine how the superseded data were derived.
 GL1469
 GL1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7625002286(NAD 83)
 GL1469_MARKER: DS = TRIANGULATION STATION DISK
 GL1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1469
 GL1469  HISTORY     - Date     Condition        Report By
 GL1469  HISTORY     - 1960     MONUMENTED       CGS
 GL1469
 GL1469                          STATION DESCRIPTION
 GL1469
 GL1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1469'THE STATION IS APPROXIMATELY 15.5 MILES SOUTH OF TEXLINE,
 GL1469'TEXAS, 5.0 MILES EAST OF SEDAN, NEW MEXICO AND 0.3 MILE NORTH
 GL1469'OF STATE HIGHWAY 102.
 GL1469'
 GL1469'TO REACH THE STATION FROM THE POST OFFICE IN SEDAN, GO EAST
 GL1469'ON STATE HIGHWAY 102 FOR 5.0 MILES TO THE TEXAS-NEW MEXICO
 GL1469'STATE LINE.  TURN LEFT, NORTH, ON FARM ROAD 296 FOR 0.3 MILE
 GL1469'TO THE STATION ON THE RIGHT.  CONTINUE NORTH ON FARM ROAD
 GL1469'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GL1469'
 GL1469'STATION MARKS ARE STANDARD DISKS STAMPED LINE 1960.  THE
 GL1469'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GL1469'6 INCHES.  IT IS 47 FEET EAST OF THE FARM ROAD, 4 FEET SOUTH
 GL1469'OF A STANDARD METAL WITNESS POST AND 3.5 FEET WEST OF A FENCE.
 GL1469'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 GL1469'36 INCHES BELOW THE SURFACE OF THE GROUND.
 GL1469'
 GL1469'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LINE NO 1 1960,
 GL1469'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GL1469'IT IS 46 FEET EAST OF THE FARM ROAD AND 3.5 FEET WEST OF THE
 GL1469'FENCE.
 GL1469'
 GL1469'REFERENCE MARK NO. 2, A TEXAS, NEW MEXICO CLARK BOUNDARY MARK,
 GL1469'STAMPED CLARK BOUNDARY 1859 MILE CORNER NO. 286 REESTABLISHED
 GL1469'1911, IS A BRONZE DISK BOLTED TO A METAL PIPE WHICH PROJECTS
 GL1469'1 INCH.  IT IS 51 FEET WEST OF THE CENTER OF THE FARM ROAD,
 GL1469'2.5 FEET WEST OF A WOODEN WITNESS POST AND 0.5 FEET WEST OF
 GL1469'A FENCE.
 GL1469'
 GL1469'AZIMUTH MARK, A TEXAS, NEW MEXICO CLARK BOUNDARY MARK, STAMPED
 GL1469'CLARK BUNDARY 1859 MILE CORNER NO. 287 REESTABLISHED 1911,
 GL1469'IS A BRONZE DISK BOLTED TO A METAL PIPE WHICH PROJECTS 4 INCHES.
 GL1469'IT IS 50 FEET WEST OF THE CENTER OF THE FARM ROAD, 2 FEET
 GL1469'SOUTH OF A METAL WITNESS POST AND 0.2 FEET WEST OF A FENCE.
 GL1469'
 GL1469'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0820 ***********************************************************************
 CC0820  DESIGNATION -  LINE
 CC0820  PID         -  CC0820
 CC0820  STATE/COUNTY-  TX/LOVING
 CC0820  USGS QUAD   -  LINDLEY RANCH (1961)
 CC0820
 CC0820                         *CURRENT SURVEY CONTROL
 CC0820  ___________________________________________________________________
 CC0820* NAD 83(1993)-  31 47 34.70749(N)    103 39 18.16858(W)     ADJUSTED  
 CC0820* NAVD 88     -       867.9    (meters)    2847.     (feet)  VERTCON   
 CC0820  ___________________________________________________________________
 CC0820  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CC0820  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CC0820
 CC0820  HORZ ORDER  -  SECOND
 CC0820
 CC0820.The horizontal coordinates were established by classical geodetic methods
 CC0820.and adjusted by the National Geodetic Survey in February 1996..
 CC0820
 CC0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0820
 CC0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0820
 CC0820.The geoid height was determined by GEOID03.
 CC0820
 CC0820;                    North         East     Units Scale Factor Converg.
 CC0820;SPC TX C     - 3,240,417.377   385,471.630   MT  0.99997698   -1 42 39.2
 CC0820;SPC TX C     -10,631,269.34  1,264,668.17   sFT  0.99997698   -1 42 39.2
 CC0820;UTM  13      - 3,518,276.268   627,327.874   MT  0.99979995   +0 42 31.3
 CC0820
 CC0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0820!SPC TX C     -   0.99986775  x   0.99997698  =   0.99984474
 CC0820!UTM  13      -   0.99986775  x   0.99979995  =   0.99966773
 CC0820
 CC0820|---------------------------------------------------------------------|
 CC0820| PID    Reference Object                     Distance      Geod. Az  |
 CC0820|                                                           dddmmss.s |
 CC0820| CH8880 LINE RM 1                            18.552 METERS 08616     |
 CC0820| CC0819 SKELTON                             APPROX. 5.0 KM 3523234.5 |
 CC0820| CH8881 LINE RM 2                            13.541 METERS 35811     |
 CC0820|---------------------------------------------------------------------|
 CC0820
 CC0820                          SUPERSEDED SURVEY CONTROL
 CC0820
 CC0820  NAD 83(1993)-  31 47 34.70842(N)    103 39 18.16616(W) AD(       ) 2
 CC0820  NAD 83(1986)-  31 47 34.70835(N)    103 39 18.16590(W) AD(       ) 2
 CC0820  NAD 27      -  31 47 34.24748(N)    103 39 16.49730(W) AD(       ) 2
 CC0820  NGVD 29 (07/19/86)  867.5    (m)         2846.     (f) VERT ANG       
 CC0820
 CC0820.Superseded values are not recommended for survey control.
 CC0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0820.See file dsdata.txt to determine how the superseded data were derived.
 CC0820
 CC0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR2732818276(NAD 83)
 CC0820_MARKER: DD = SURVEY DISK
 CC0820_SETTING: 66 = SET IN ROCK OUTCROP
 CC0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0820+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2006
 CC0820
 CC0820  HISTORY     - Date     Condition        Report By
 CC0820  HISTORY     - 1969     MONUMENTED       USGS
 CC0820  HISTORY     - 20060105 GOOD             DGC
 CC0820
 CC0820                          STATION DESCRIPTION
 CC0820
 CC0820'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JTD)
 CC0820'THE STATION IS LOCATED NORTH 30 DEG WEST ABOUT 7 MILES AIRLINE
 CC0820'FROM MENTONE.  SOUTH 80 DEG EAST ABOUT 15 MILES AIRLINE FROM
 CC0820'ORLA, ON THE HIGHEST PART OF A RIDGE.  59 FEET SOUTH OF A TRACK
 CC0820'ROAD.  10 FEET EAST OF A USGS WITNESS SIGN MOUNTED ON A METAL
 CC0820'POST.
 CC0820'
 CC0820'TO REACH FROM THE COURTHOUSE IN MENTONE, TAKE ROAD ON NORTH SIDE
 CC0820'OF COURTHOUSE AND GO NORTHWEST KEEPING TO MAIN ROAD FOR 6.4
 CC0820'MILES TO A TRACK ROAD WEST ALONG TELEPHONE LINE, THEN WEST ALONG
 CC0820'TRACK ROAD FOR 1.6 MILES TO TOP OF RIDGE AND STATION SITE.
 CC0820'
 CC0820'STATION MARK--A USGS ALUMINUM TABLET SET IN A ROCK OUTCROP.
 CC0820'THE TABLET IS SET FLUSH WITH THE GROUND AND IS STAMPED LINE ET
 CC0820'1960 1969.
 CC0820'
 CC0820'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET SET IN
 CC0820'A ROCK OUTCROP.  THE TABLET IS SET FLUSH WITH THE GROUND AND
 CC0820'STAMPED LINE ET 1960 1969 NO. 1.
 CC0820'
 CC0820'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET SET IN
 CC0820'A ROCK OUTCROP.  THE TABLET IS SET FLUSH WITH THE GROUND AND
 CC0820'STAMPED LINE ET 1960 1969 NO. 2.
 CC0820'
 CC0820'STATION SKELTON ET 1960 1969 IS VISIBLE FROM THE GROUND AT THIS
 CC0820'STATION, AND WILL SERVE AS THE AZIMUTH MARK.
 CC0820'
 CC0820'A 15 FOOT TOWER IS REQUIRED TO CLEAR LINE TO STATION DEVINE.
 CC0820'ALL OTHER STATIONS ARE VISIBLE FROM GROUND.
 CC0820
 CC0820                          STATION RECOVERY (2006)
 CC0820
 CC0820'RECOVERY NOTE BY DAWSON GEOPHYSICAL 2006 (RR)
 CC0820'RECOVERED BY TOPOGRAPHIC MAP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6325 ***********************************************************************
 AW6325  DESIGNATION -  LINE 1930
 AW6325  PID         -  AW6325
 AW6325  STATE/COUNTY-  TX/HARRIS
 AW6325  USGS QUAD   -  LA PORTE (1982)
 AW6325
 AW6325                         *CURRENT SURVEY CONTROL
 AW6325  ___________________________________________________________________
 AW6325* NAD 83(1993)-  29 42 47.01827(N)    095 00 11.16695(W)     ADJUSTED  
 AW6325* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6325  ___________________________________________________________________
 AW6325  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW6325  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6325
 AW6325  HORZ ORDER  -  THIRD
 AW6325
 AW6325.The horizontal coordinates were established by classical geodetic methods
 AW6325.and adjusted by the National Geodetic Survey in February 1996..
 AW6325
 AW6325.The orthometric height was scaled from a topographic map.
 AW6325
 AW6325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6325
 AW6325.The geoid height was determined by GEOID03.
 AW6325
 AW6325;                    North         East     Units Scale Factor Converg.
 AW6325;SPC TXSC     - 4,214,932.144   986,630.661   MT  0.99988495   +1 57 29.3
 AW6325;SPC TXSC     -13,828,489.88  3,236,970.76   sFT  0.99988495   +1 57 29.3
 AW6325;UTM  15      - 3,288,670.129   306,231.862   MT  1.00006328   -0 59 35.4
 AW6325
 AW6325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6325!SPC TXSC     -   1.00000333  x   0.99988495  =   0.99988828
 AW6325!UTM  15      -   1.00000333  x   1.00006328  =   1.00006661
 AW6325
 AW6325                          SUPERSEDED SURVEY CONTROL
 AW6325
 AW6325  NAD 83(1986)-  29 42 47.03443(N)    095 00 11.14790(W) AD(       ) 3
 AW6325  NAD 27      -  29 42 46.21206(N)    095 00 10.40672(W) AD(       ) 3
 AW6325
 AW6325.Superseded values are not recommended for survey control.
 AW6325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6325.See file dsdata.txt to determine how the superseded data were derived.
 AW6325
 AW6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0623288670(NAD 83)
 AW6325_MARKER: Z = SEE DESCRIPTION
 AW6325_SETTING: 0 = UNSPECIFIED SETTING
 AW6325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6325
 AW6325  HISTORY     - Date     Condition        Report By
 AW6325  HISTORY     - 1930     MONUMENTED       CGS
 AW6325  HISTORY     - 1934     GOOD             TXGS
 AW6325  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6325  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6325  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW6325
 AW6325                          STATION DESCRIPTION
 AW6325
 AW6325'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6325'LOCATED ON A PROMINENT POINT ON THE E SHORE OF BLACK DUCK
 AW6325'BAY.  TO THE N AND E ARE SCATTERED CLUMPS OF PINES.  A LOW
 AW6325'NARROW SHELL REEF EXTENDS OUT FROM THE POINT APPROXIMATELY
 AW6325'200 METERS S FROM THE STATION.  STATION IS ON THE S END OF
 AW6325'SHELL KNOLL 6 FEET IN ELEVATION AND IS 8 METERS FROM THE
 AW6325'SHORELINE ON THE W.
 AW6325'
 AW6325'STATION IS MARKED BY A CROSS IN THE END OF A 1/2-INCH BRASS
 AW6325'ROD SET IN THE TOP OF A 4- BY 6-INCH CONCRETE POST EXTENDING
 AW6325'3 INCHES ABOVE THE GROUND.
 AW6325'
 AW6325'REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AW6325'POSTS.
 AW6325'
 AW6325'REFERENCE MARK 1 IS 28.635 METERS FROM STATION N 12 DEG 30 MIN E.
 AW6325'
 AW6325'REFERENCE MARK 2 IS 28.545 METERS FROM STATION S 64 DEG E.
 AW6325
 AW6325                          STATION RECOVERY (1934)
 AW6325
 AW6325'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6325'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AW6325'DESCRIBED.
 AW6325
 AW6325                          STATION RECOVERY (1952)
 AW6325
 AW6325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6325'STATION WAS NOT RECOVERED.  THE AREA WAS SEARCHED BUT THE
 AW6325'STATION WAS NOT FOUND.  THE POINT ON WHICH THE STATION WAS
 AW6325'LOCATED HAS BEEN FILLED IN FOR A NEW ROAD AND TUNNEL ACROSS
 AW6325'THE HOUSTON SHIP CHANNEL.  THE STATION WAS PROBABLY DESTROYED
 AW6325'DURING THE CONSTRUCTION.
 AW6325
 AW6325                          STATION RECOVERY (1997)
 AW6325
 AW6325'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6325'MARK NOT FOUND.
 AW6325
 AW6325                          STATION RECOVERY (1997)
 AW6325
 AW6325'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1246 ***********************************************************************
 DN1246  DESIGNATION -  LINE MATERIAL CO WATER TANK
 DN1246  PID         -  DN1246
 DN1246  STATE/COUNTY-  TX/GRAYSON
 DN1246  USGS QUAD   -  SHERMAN NW (1974)
 DN1246
 DN1246                         *CURRENT SURVEY CONTROL
 DN1246  ___________________________________________________________________
 DN1246* NAD 83(1993)-  33 37 33.23301(N)    096 42 48.39652(W)     ADJUSTED  
 DN1246* NAVD 88     -                                                        
 DN1246  ___________________________________________________________________
 DN1246  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 DN1246  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN1246
 DN1246  HORZ ORDER  -  THIRD
 DN1246
 DN1246.The horizontal coordinates were established by classical geodetic methods
 DN1246.and adjusted by the National Geodetic Survey in February 1996..
 DN1246
 DN1246
 DN1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1246
 DN1246.The geoid height was determined by GEOID03.
 DN1246
 DN1246;                    North         East     Units Scale Factor Converg.
 DN1246;SPC TXNC     - 2,218,672.916   765,749.857   MT  0.99992272   +0 58 27.8
 DN1246;SPC TXNC     - 7,279,096.06  2,512,297.66   sFT  0.99992272   +0 58 27.8
 DN1246;UTM  14      - 3,723,022.002   712,101.638   MT  1.00015465   +1 16 00.1
 DN1246
 DN1246                          SUPERSEDED SURVEY CONTROL
 DN1246
 DN1246  NAD 83(1993)-  33 37 33.23462(N)    096 42 48.39472(W) AD(       ) 4
 DN1246  NAD 83(1986)-  33 37 33.23899(N)    096 42 48.38701(W) AD(       ) 4
 DN1246  NAD 27      -  33 37 32.84900(N)    096 42 47.39700(W) AD(       ) 3
 DN1246
 DN1246.Superseded values are not recommended for survey control.
 DN1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1246.See file dsdata.txt to determine how the superseded data were derived.
 DN1246
 DN1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1210223022(NAD 83)
 DN1246_MARKER: 53 = ELEVATED TANK
 DN1246
 DN1246  HISTORY     - Date     Condition        Report By
 DN1246  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1246  HISTORY     - 1957     GOOD             CGS
 DN1246
 DN1246                          STATION DESCRIPTION
 DN1246
 DN1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1246'THE STATION IS LOCATED ABOUT 6 MILES WEST OF SHERMAN, AT
 DN1246'THE PLANT SITE OF THE LINE MATERIAL COMPANY (A DIVISION
 DN1246'OF THE MC GRAW ELECTRIC COMPANY).
 DN1246'
 DN1246'IT IS A DOME SHAPED TANK WITH A RED LIGHT AT THE TOP AND
 DN1246'CENTER, IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND
 DN1246'HAS AN OVER-ALL HEIGHT OF 124.0 FEET.
 DN1246'
 DN1246'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK.
 DN1246'
 DN1246'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 DN1246'82 AND STATE ROUTE NO. 289 ABOUT 4 MILES WEST OF SHERMAN,
 DN1246'GO WEST ON U.S. HIGHWAY NO. 82 FOR 0.8 MILE TO A ROAD RIGHT
 DN1246'LEADING INTO THE PLANT SITE, TURN RIGHT AND GO NORTH FOR
 DN1246'0.3 MILE TO THE NORTH EDGE OF THE PLANT AND THE STATION
 DN1246'AS DESCRIBED.
 DN1246
 DN1246                          STATION RECOVERY (1957)
 DN1246
 DN1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1246'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1246'FOR PROCEEDING TO TANK SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1213 ***********************************************************************
 AJ1213  DESIGNATION -  LINE RESET
 AJ1213  PID         -  AJ1213
 AJ1213  STATE/COUNTY-  TX/KLEBERG
 AJ1213  USGS QUAD   -  BEN BOLT SE (1963)
 AJ1213
 AJ1213                         *CURRENT SURVEY CONTROL
 AJ1213  ___________________________________________________________________
 AJ1213* NAD 83(1993)-  27 32 42.73442(N)    098 03 04.53073(W)     ADJUSTED  
 AJ1213* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 AJ1213  ___________________________________________________________________
 AJ1213  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AJ1213  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AJ1213
 AJ1213  HORZ ORDER  -  SECOND
 AJ1213
 AJ1213.The horizontal coordinates were established by classical geodetic methods
 AJ1213.and adjusted by the National Geodetic Survey in February 1996..
 AJ1213
 AJ1213.The orthometric height was scaled from a topographic map.
 AJ1213
 AJ1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1213
 AJ1213.The geoid height was determined by GEOID03.
 AJ1213
 AJ1213;                    North         East     Units Scale Factor Converg.
 AJ1213;SPC TX S     - 5,208,208.132   344,320.209   MT  0.99993972   +0 12 13.4
 AJ1213;SPC TX S     -17,087,262.85  1,129,657.22   sFT  0.99993972   +0 12 13.4
 AJ1213;UTM  14      - 3,047,182.626   593,673.828   MT  0.99970831   +0 26 19.6
 AJ1213
 AJ1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1213!SPC TX S     -   0.99999752  x   0.99993972  =   0.99993724
 AJ1213!UTM  14      -   0.99999752  x   0.99970831  =   0.99970583
 AJ1213
 AJ1213|---------------------------------------------------------------------|
 AJ1213| PID    Reference Object                     Distance      Geod. Az  |
 AJ1213|                                                           dddmmss.s |
 AJ1213| CV2582 LINE RM 1                            26.246 METERS 01542     |
 AJ1213| CV2583 LINE RM 2                            29.194 METERS 08823     |
 AJ1213| AH1590 HUMBLE OIL CO STRATTON GATE TK      APPROX. 6.7 KM 0985155.8 |
 AJ1213| CV2580 LINE AZ MK                                         3344437.9 |
 AJ1213| AJ1197 BEN BOLT SW BELL TEL MICROWAVE      APPROX.11.2 KM 3365650.6 |
 AJ1213|---------------------------------------------------------------------|
 AJ1213
 AJ1213                          SUPERSEDED SURVEY CONTROL
 AJ1213
 AJ1213  NAD 83(1986)-  27 32 42.74342(N)    098 03 04.50717(W) AD(       ) 2
 AJ1213  NAD 27      -  27 32 41.62010(N)    098 03 03.49960(W) AD(       ) 2
 AJ1213
 AJ1213.Superseded values are not recommended for survey control.
 AJ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1213.See file dsdata.txt to determine how the superseded data were derived.
 AJ1213
 AJ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9367447183(NAD 83)
 AJ1213_MARKER: DS = TRIANGULATION STATION DISK
 AJ1213_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AJ1213
 AJ1213  HISTORY     - Date     Condition        Report By
 AJ1213  HISTORY     - 1979     MONUMENTED       NGS
 AJ1213
 AJ1213                          STATION DESCRIPTION
 AJ1213
 AJ1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AJ1213'THE STATION SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD
 AJ1213'CONDITION.  THE STATION SURFACE MARK, REFERENCE MARKS NO 1, NO 2
 AJ1213'AND AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED BY HEAVY MACHINERY
 AJ1213'CLEARING FOR FARMING OPERATION IN THE AREA.
 AJ1213'
 AJ1213'THE STATION SURFACE MARK, REFERENCE MARK NO.3 AND NO.4, AND THE
 AJ1213'AZIMUTH MARK WERE RE-ESTABLISHED.
 AJ1213'
 AJ1213'POLARIS WAS OBSERVED.
 AJ1213'
 AJ1213'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AJ1213'
 AJ1213'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF ALICE, 10 MILES WEST
 AJ1213'OF KINGSVILLE, 3 MILES EAST OF U.S. HIGHWAY 281 AND ON THE NORTH
 AJ1213'SIDE OF STATE HIGHWAY 141.
 AJ1213'
 AJ1213'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 AJ1213'HIGHWAY 141, WHICH IS LOCATED ABOUT 13 MILES SOUTH OF ALICE.  GO
 AJ1213'EAST ON STATE HIGHWAY 141 FOR 2.7 MILES TO THE AZIMUTH MARK ON THE
 AJ1213'LEFT, IN HEADWALL OF CULVERT.  CONTINUE EAST ON HIGHWAY FOR 0.3 TO
 AJ1213'A DOUBLE SET OF METAL GATES ON THE LEFT AND STATION ON THE LEFT.  THIS
 AJ1213'IS JUST EAST OF THE JIM WELLS-KLEBERG COUNTY LINE.
 AJ1213'
 AJ1213'STATION MARKS ARE STANDARD DISKS, SURFACE DISK STAMPED LINE 1961
 AJ1213'1979 SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS ABOUT 10 INCHES
 AJ1213'BELOW THE SURFACE OF THE GROUND.  IT IS 76 FEET WEST NORTHWEST OF
 AJ1213'FENCE CORNER POST, 53.6 FEET NORTHWEST OF THE CENTER POST OF DOUBLE
 AJ1213'SET OF METAL GATES, 43.6 FEET NORTHWEST OF THE WEST END OF GATE, 46
 AJ1213'FEET WEST OF THE CENTER OF ROAD, AND 37.6 FEET NORTH OF FENCE LINE
 AJ1213'AND METAL WITNESS POST.  THE SUB-SURFACE DISK IS SET IN AN IRREGULAR
 AJ1213'MASS OF CONCRETE ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND,
 AJ1213'STAMPED LINE 1961.  A METAL PLUG WAS PLACED OVER MARK.
 AJ1213'
 AJ1213'REFERENCE MARK NO.3 IS A STANDARD DISK STAMPED LINE 1961 NO 3 1979,
 AJ1213'SET IN THE TOP OF IRREGULAR MASS OF CONCRETE, THAT IS FLUSH WITH THE
 AJ1213'SURFACE OF THE GROUND.  (NOTE--THIS IS THE BASE OF THE 1961 MARK,
 AJ1213'THAT HAD THE TOP BROKEN OFF BY HEAVY EQUIPMENT.)  IT IS 103 FEET
 AJ1213'NORTH OF THE CENTER POST OF THE DOUBLE SET OF METAL GATE, AND 10 FEET
 AJ1213'EAST OF THE CENTER OF ROAD.
 AJ1213'
 AJ1213'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED LINE 1961 NO. 4 1979.
 AJ1213'IT IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE, THAT IS ABOUT 6
 AJ1213'INCHES BELOW THE SURFACE OF THE GROUND.  (NOTE--THIS IS THE BASE OF
 AJ1213'THE 1961 MARK, THAT THE TOP HAD BEEN BROKEN OFF BY HEAVY EQUIPMENT.)
 AJ1213'IT IS 49 FEET EAST OF THE CENTER POST OF THE DOUBLE SET OF METAL
 AJ1213'GATES, 22 FEET EAST OF FENCE CORNER, AND 19 FEET EAST NORTHEAST OF
 AJ1213'THE EAST END AT THE METAL END OF METAL GUARD RAIL OF FENCE LINE.
 AJ1213'
 AJ1213'AZIMUTH MARK IS A STANDARD DISK STAMPED LINE 1961 1979 SET IN A DRILL
 AJ1213'HOLE AT THE EAST END OF THE NORTH HEADWALL OF CULVERT.  IT IS 23 FEET
 AJ1213'NORTH OF THE CENTER OF HIGHWAY, 2 FEET WEST OF THE EAST END CULVERT
 AJ1213'AND SAME ELEVATION AS HIGHWAY BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5277 ***********************************************************************
 AH5277  DESIGNATION -  LINGLEVILLE ET
 AH5277  PID         -  AH5277
 AH5277  STATE/COUNTY-  TX/ERATH
 AH5277  USGS QUAD   -  BUNYAN (1965)
 AH5277
 AH5277                         *CURRENT SURVEY CONTROL
 AH5277  ___________________________________________________________________
 AH5277* NAD 83(1993)-  32 12 59.84915(N)    098 21 48.56996(W)     ADJUSTED  
 AH5277* NAVD 88     -       481.4    (meters)    1579.     (feet)  VERTCON   
 AH5277  ___________________________________________________________________
 AH5277  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AH5277  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AH5277
 AH5277  HORZ ORDER  -  THIRD
 AH5277
 AH5277.The horizontal coordinates were established by classical geodetic methods
 AH5277.and adjusted by the National Geodetic Survey in July 1998..
 AH5277
 AH5277.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5277
 AH5277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5277
 AH5277.The geoid height was determined by GEOID03.
 AH5277
 AH5277;                    North         East     Units Scale Factor Converg.
 AH5277;SPC TXNC     - 2,060,994.704   612,868.396   MT  0.99997797   +0 04 28.0
 AH5277;SPC TXNC     - 6,761,780.12  2,010,719.06   sFT  0.99997797   +0 04 28.0
 AH5277;UTM  14      - 3,564,624.947   559,980.369   MT  0.99964436   +0 20 21.6
 AH5277
 AH5277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5277!SPC TXNC     -   0.99992878  x   0.99997797  =   0.99990675
 AH5277!UTM  14      -   0.99992878  x   0.99964436  =   0.99957317
 AH5277
 AH5277                          SUPERSEDED SURVEY CONTROL
 AH5277
 AH5277  NGVD 29 (07/28/98)  481.3    (m)         1579.     (f) VERT ANG       
 AH5277
 AH5277.Superseded values are not recommended for survey control.
 AH5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5277.See file dsdata.txt to determine how the superseded data were derived.
 AH5277
 AH5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA5998064625(NAD 83)
 AH5277_MARKER: DS = TRIANGULATION STATION DISK
 AH5277_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5277_PROJECTION: FLUSH
 AH5277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5277+STABILITY: SURFACE MOTION
 AH5277
 AH5277  HISTORY     - Date     Condition        Report By
 AH5277  HISTORY     - 1965     MONUMENTED       USGS
 AH5277
 AH5277                          STATION DESCRIPTION
 AH5277
 AH5277'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5277'STATION LOCATED ABOUT 2.5 MI. S. AND 1.5 MI. E. OF LINGLEVILLE, TEXAS,
 AH5277'ON A HIGH GRASSY KNOLL ON LAND OWNED BY MR. OFIS SHADDEN ABOUT 95 FT.
 AH5277'NE. OF THE NE. CORNER OF THE OWNERS HOME.
 AH5277'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 8 AND 219 IN
 AH5277'LINGLEVILLE, TEXAS, PROCEED S. ON FARM ROAD 219 2.1 MI. TO A T-RD.
 AH5277'NE., TURN LEFT AND FOLLOW GRAVEL ACCESS RD. 0.3 MI. TO TOP OF KNOLL
 AH5277'AND STATION MARK.
 AH5277'STATION MARK--STANDARD TABLET IN A CONCRETE POST PROJECTING 3 IN.
 AH5277'ABOVE GROUND, STAMPED---LINGLEVILLE-ET, 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1968 ***********************************************************************
 FL1968  DESIGNATION -  LINKEY
 FL1968  PID         -  FL1968
 FL1968  STATE/COUNTY-  TX/WHEELER
 FL1968  USGS QUAD   -  PAKAN (1976)
 FL1968
 FL1968                         *CURRENT SURVEY CONTROL
 FL1968  ___________________________________________________________________
 FL1968* NAD 83(1993)-  35 17 35.42383(N)    100 26 25.76646(W)     ADJUSTED  
 FL1968* NAVD 88     -       837.     (meters)    2746.     (feet)  SCALED    
 FL1968  ___________________________________________________________________
 FL1968  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FL1968  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL1968
 FL1968  HORZ ORDER  -  SECOND
 FL1968
 FL1968.The horizontal coordinates were established by classical geodetic methods
 FL1968.and adjusted by the National Geodetic Survey in February 1996..
 FL1968
 FL1968.The orthometric height was scaled from a topographic map.
 FL1968
 FL1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1968
 FL1968.The geoid height was determined by GEOID03.
 FL1968
 FL1968;                    North         East     Units Scale Factor Converg.
 FL1968;SPC TX N     - 1,143,976.536   296,364.217   MT  0.99991323   +0 36 50.5
 FL1968;SPC TX N     - 3,753,196.35    972,321.60   sFT  0.99991323   +0 36 50.5
 FL1968;UTM  14      - 3,906,507.067   369,018.773   MT  0.99981143   -0 49 56.6
 FL1968
 FL1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1968!SPC TX N     -   0.99987269  x   0.99991323  =   0.99978593
 FL1968!UTM  14      -   0.99987269  x   0.99981143  =   0.99968414
 FL1968
 FL1968:                Primary Azimuth Mark                     Grid Az
 FL1968:SPC TX N     -  LINKEY AZ MK                             102 14 46.5
 FL1968:UTM  14      -  LINKEY AZ MK                             103 41 33.6
 FL1968
 FL1968|---------------------------------------------------------------------|
 FL1968| PID    Reference Object                     Distance      Geod. Az  |
 FL1968|                                                           dddmmss.s |
 FL1968| CK9283 LINKEY AZ MK                                       1025137.0 |
 FL1968| CK9284 LINKEY RM 1                          22.603 METERS 18449     |
 FL1968| CK9285 LINKEY RM 2                          22.453 METERS 35550     |
 FL1968|---------------------------------------------------------------------|
 FL1968
 FL1968                          SUPERSEDED SURVEY CONTROL
 FL1968
 FL1968  NAD 83(1993)-  35 17 35.42481(N)    100 26 25.76599(W) AD(       ) 2
 FL1968  NAD 83(1986)-  35 17 35.42801(N)    100 26 25.75701(W) AD(       ) 2
 FL1968  NAD 27      -  35 17 35.24900(N)    100 26 24.30100(W) AD(       ) 2
 FL1968
 FL1968.Superseded values are not recommended for survey control.
 FL1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1968.See file dsdata.txt to determine how the superseded data were derived.
 FL1968
 FL1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6901906507(NAD 83)
 FL1968_MARKER: DS = TRIANGULATION STATION DISK
 FL1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1968_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1968
 FL1968  HISTORY     - Date     Condition        Report By
 FL1968  HISTORY     - 1951     MONUMENTED       CGS
 FL1968  HISTORY     - 1962     GOOD             USGS
 FL1968
 FL1968                          STATION DESCRIPTION
 FL1968
 FL1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1968'THE STATION IS LOCATED ABOUT 12.5 MILES WEST-NORTHWEST OF
 FL1968'SHAMROCK.  10 MILES EAST-NORTHEAST OF MC LEAN.  4.5 MILES
 FL1968'NORTH OF U.S. HIGHWAY 66.  0.2 MILE NORTH OF THE WEST END
 FL1968'OF A ROW OF TREES IN A FENCE LINE AND 7 FEET EAST OF A
 FL1968'NORTH-SOUTH FENCE LINE.  THE STATION MARK, STAMPED LINKEY
 FL1968'1951, IS A BRONZE DISK SET IN A ROUND CONCRETE POST THAT
 FL1968'PROJECTS 6 INCHES AND IS 15 FEET NORTHEAST OF A WHITE WITNESS
 FL1968'POST.
 FL1968'
 FL1968'REFERENCE MARK NO. 1, STAMPED LINKEY 1951 NO 1, IS A BRONZE
 FL1968'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND
 FL1968'IS 1-1/2 FEET EAST OF THE NORTH-SOUTH FENCE LINE.
 FL1968'
 FL1968'REFERENCE MARK NO. 2, STAMPED LINKEY 1951 NO 2 , IS A BRONZE
 FL1968'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 FL1968'AND IS 1 FOOT EAST OF THE FENCE LINE.
 FL1968'
 FL1968'THE AZIMUTH MARK, STAMPED LINKEY 1951, IS A BRONZE DISK SET
 FL1968'IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  THE MARK IS
 FL1968'4 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE
 FL1968'CORNER.
 FL1968'
 FL1968'TO REACH THE STATION FROM THE TRAFFIC SIGNAL LIGHT IN MC LEAN
 FL1968'GO EAST ON U.S. HIGHWAY 66 FOR 9.6 MILES TO FARM ROAD 453.
 FL1968'TURN LEFT, NORTH, AND FOLLOW FARM ROAD 453 FOR 4.5 MILES
 FL1968'TO A PRIVATE DRIVEWAY ON THE LEFT.  TURN LEFT, WEST, INTO
 FL1968'THE FARMYARD OF MR. C.A. LINKEY AND GO 0.1 MILE WEST
 FL1968'PASSING THROUGH YARD TO A WIRE GATE.  PASS THROUGH THIS
 FL1968'GATE AND THROUGH A SECOND GATE ABOUT 25 FEET FARTHER WEST.
 FL1968'FOLLOW THE FENCE LINE WEST FOR ABOUT 60 YARDS TO A FENCE
 FL1968'CORNER.  TURN NORTH AND FOLLOW THE FENCE LINE FOR ABOUT 50
 FL1968'YARDS TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE NORTH
 FL1968'FOR ABOUT 35 YARDS TO A FENCE CORNER AND THE AZIMUTH MARK.
 FL1968'TURN WEST AND GO ACROSS THE PASTURE 0.3 MILE TO A
 FL1968'NORTH-SOUTH FENCE AND THE STATION.
 FL1968
 FL1968                          STATION RECOVERY (1962)
 FL1968
 FL1968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL1968'STATION AND BOTH REFERENCE MARKS ARE PROBABLY STILL FIRMLY
 FL1968'SET IN GOOD CONDITION.  HOWEVER THE DESCRIBED POSITION OF
 FL1968'THE MARKS NOW HAS A TWO FOOT SAND BLOWN FILL ALL ALONG THE FENCE.
 FL1968'
 FL1968'THE DESCRIPTION IS SO POOR THAT ONE MIGHT HAVE TO DIG A 100
 FL1968'FOOT STRIP OR MORE ALONG THE FENCE TO FIND THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6610 ***********************************************************************
 AW6610  DESIGNATION -  LINKWOOD
 AW6610  PID         -  AW6610
 AW6610  STATE/COUNTY-  TX/HARRIS
 AW6610  USGS QUAD   -  BELLAIRE (1995)
 AW6610
 AW6610                         *CURRENT SURVEY CONTROL
 AW6610  ___________________________________________________________________
 AW6610* NAD 83(1993)-  29 41 12.11992(N)    095 25 59.46580(W)     ADJUSTED  
 AW6610* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 AW6610  ___________________________________________________________________
 AW6610  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6610  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6610
 AW6610  HORZ ORDER  -  FIRST
 AW6610
 AW6610.The horizontal coordinates were established by classical geodetic methods
 AW6610.and adjusted by the National Geodetic Survey in February 1996..
 AW6610
 AW6610.The orthometric height was scaled from a topographic map.
 AW6610
 AW6610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6610
 AW6610.The geoid height was determined by GEOID03.
 AW6610
 AW6610;                    North         East     Units Scale Factor Converg.
 AW6610;SPC TXSC     - 4,210,666.484   945,130.349   MT  0.99988202   +1 44 50.7
 AW6610;SPC TXSC     -13,814,494.96  3,100,815.15   sFT  0.99988202   +1 44 50.7
 AW6610;UTM  15      - 3,286,546.895   264,554.992   MT  1.00028403   -1 12 20.2
 AW6610
 AW6610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6610!SPC TXSC     -   1.00000178  x   0.99988202  =   0.99988380
 AW6610!UTM  15      -   1.00000178  x   1.00028403  =   1.00028581
 AW6610
 AW6610|---------------------------------------------------------------------|
 AW6610| PID    Reference Object                     Distance      Geod. Az  |
 AW6610|                                                           dddmmss.s |
 AW6610| CV6505 LINKWOOD RM 1                        25.217 METERS 02357     |
 AW6610| AW6603 HOUSTON KNOLLWOOD VILLAGE TANK      APPROX. 1.8 KM 0870846.1 |
 AW6610| CV6504 LINKWOOD AZ MK                                     0880905.4 |
 AW6610| CV6506 LINKWOOD RM 2                        26.013 METERS 28554     |
 AW6610|---------------------------------------------------------------------|
 AW6610
 AW6610                          SUPERSEDED SURVEY CONTROL
 AW6610
 AW6610  NAD 83(1986)-  29 41 12.13408(N)    095 25 59.44689(W) AD(       ) 1
 AW6610  NAD 27      -  29 41 11.30335(N)    095 25 58.66129(W) AD(       ) 1
 AW6610
 AW6610.Superseded values are not recommended for survey control.
 AW6610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6610.See file dsdata.txt to determine how the superseded data were derived.
 AW6610
 AW6610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6455586547(NAD 83)
 AW6610_MARKER: DS = TRIANGULATION STATION DISK
 AW6610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6610
 AW6610  HISTORY     - Date     Condition        Report By
 AW6610  HISTORY     - 1968     MONUMENTED       CGS
 AW6610  HISTORY     - 1983     GOOD             LOCSUR
 AW6610  HISTORY     - 1987     GOOD             USPSQD
 AW6610  HISTORY     - 19931123 GOOD             USPSQD
 AW6610  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 AW6610
 AW6610                          STATION DESCRIPTION
 AW6610
 AW6610'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6610'THE STATION IS LOCATED ON PROPERTY OF THE CITY PARK COMMISSION,
 AW6610'IN THE SOUTHWEST PART OF HOUSTON ABOUT 1.5 MILES WEST OF THE
 AW6610'HARRIS COUNTY DOMED STADIUM, JUST WEST OF THE HENRY WADSWORTH
 AW6610'LONGFELLOW ELEMENTARY SCHOOL PROPERTY AND IN THE CENTER OF THE
 AW6610'EAST EDGE OF THE LINKWOOD PARK.
 AW6610'
 AW6610'TO REACH THE STATION FROM THE JUNCTION OF BUFFALO SPEEDWAY AND
 AW6610'LINKWOOD DRIVE IN THE SOUTHWEST PART OF HOUSTON AND THE AZIMUTH
 AW6610'MARK IN THE CURB OF THE NORTHWEST ANGLE OF THE INTERSECTION, GO
 AW6610'WEST ON LINKWOOD DRIVE FOR 0.25 MILE TO A T-ROAD.  TURN LEFT AND
 AW6610'GO SOUTH ON TIMBERSIDE STREET FOR 0.05 MILE TO A SIDE ROAD RIGHT.
 AW6610'TURN RIGHT AND GO WEST ON MURWORTH STREET FOR 0.15 MILE TO A
 AW6610'T-ROAD.  TURN RIGHT AND GO NORTH ON ILONA LANE FOR 0.05 MILE
 AW6610'TO LINKWOOD STREET ON THE LEFT.  TURN RIGHT AND GO EAST ACROSS
 AW6610'THE GRASSY AREA OF LINKWOOD PARK FOR 0.05 MILE TO THE STATION.
 AW6610'
 AW6610'THE STATION MARK IS A STANDARD DISK STAMPED LINKWOOD 1968, SET IN
 AW6610'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6610'WITH THE GROUND.  IT IS 57 FEET SOUTH OF THE SOUTH BRACE LEG OF A
 AW6610'PLAY GROUND SWING SET, 45 FEET NORTH-NORTHEAST OF A FLOOD LIGHT
 AW6610'POLE AND 36 FEET WEST OF A CHAIN LINK FENCE WHICH DIVIDES HENRY
 AW6610'WADSWORTH LONGFELLOW ELEMEMTARY SCHOOL PROPERTY AND THE
 AW6610'LINKWOOD PARK PROPERTY.
 AW6610'
 AW6610'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LINKWOOD NO 1 1968
 AW6610'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6610'FLUSH WITH THE GROUND.  IT IS 42 FEET NORTH-NORTHEAST OF A 4-INCH
 AW6610'TREE, 22.8 FEET EAST OF THE CENTER BRACE LEG OF THE PLAY GROUND
 AW6610'SWING SET AND 1 FOOT WEST OF THE CHAIN LINK FENCE.
 AW6610'
 AW6610'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LINKWOOD NO 2 1968 SET
 AW6610'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6610'WITH THE GROUND.  IT IS 93 FEET WEST-SOUTHWEST OF THE SOUTH BRACE
 AW6610'LEG OF THE PLAY GROUND SWING SET, 30 FEET SOUTH-SOUTHWEST OF THE
 AW6610'GUY LINE BASE FOR A FLOOD LIGHT POLE AND 2 FEET SOUTHEAST OF THE
 AW6610'FLOOD LIGHT POLE.
 AW6610'
 AW6610'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LINKWOOD 1968, SET IN A
 AW6610'DRILLED HOLE IN THE NORTH CURB OF LINKWOOD DRIVE.  IT IS 27 FEET
 AW6610'WEST OF THE CENTER OF THE SOUTH BOUND LANES OF BUFFALO SPEEDWAY,
 AW6610'14 FEET NORTH OF THE CENTER OF LINKWOOD DRIVE AND 0.5 OF A FOOT
 AW6610'NORTH OF THE SOUTH EDGE OF THE CURB.
 AW6610'
 AW6610'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AW6610
 AW6610                          STATION RECOVERY (1983)
 AW6610
 AW6610'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AW6610'STATION FOUND IN GOOD CONDITION.
 AW6610'
 AW6610'AZIMUTH MARK NOT VISIBLE FROM STATION.
 AW6610'
 AW6610'AZIMUTH MARK FOUND IN GOOD CONDITION.
 AW6610
 AW6610                          STATION RECOVERY (1987)
 AW6610
 AW6610'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6610'RECOVERED IN GOOD CONDITION.
 AW6610
 AW6610                          STATION RECOVERY (1993)
 AW6610
 AW6610'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6610'RECOVERED IN GOOD CONDITION.
 AW6610
 AW6610                          STATION RECOVERY (2004)
 AW6610
 AW6610'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1427 ***********************************************************************
 AE1427  FBN         -  This is a Federal Base Network Control Station.
 AE1427  DESIGNATION -  LINN
 AE1427  PID         -  AE1427
 AE1427  STATE/COUNTY-  TX/HIDALGO
 AE1427  USGS QUAD   -  LINN SIDING (1982)
 AE1427
 AE1427                         *CURRENT SURVEY CONTROL
 AE1427  ___________________________________________________________________
 AE1427* NAD 83(1993)-  26 34 41.59578(N)    098 10 43.00157(W)     ADJUSTED  
 AE1427* NAVD 88     -        28.7    (meters)      94.     (feet)  GPS OBS   
 AE1427  ___________________________________________________________________
 AE1427  X           -    -812,010.249 (meters)                     COMP
 AE1427  Y           -  -5,649,900.025 (meters)                     COMP
 AE1427  Z           -   2,836,500.291 (meters)                     COMP
 AE1427  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AE1427  ELLIP HEIGHT-           4.50  (meters)          (05/01/00) GPS OBS
 AE1427  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AE1427
 AE1427  HORZ ORDER  -  A
 AE1427  ELLP ORDER  -  THIRD     CLASS I
 AE1427
 AE1427.The horizontal coordinates were established by GPS observations
 AE1427.and adjusted by the National Geodetic Survey in May 2000..
 AE1427
 AE1427.The orthometric height was determined by GPS observations and a
 AE1427.high-resolution geoid model.
 AE1427
 AE1427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1427
 AE1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1427
 AE1427.The ellipsoidal height was determined by GPS observations
 AE1427.and is referenced to NAD 83.
 AE1427
 AE1427.The geoid height was determined by GEOID03.
 AE1427
 AE1427;                    North         East     Units Scale Factor Converg.
 AE1427;SPC TX S     - 5,101,033.978   332,014.987   MT  0.99992184   +0 08 45.3
 AE1427;SPC TX S     -16,735,642.31  1,089,285.84   sFT  0.99992184   +0 08 45.3
 AE1427;UTM  14      - 2,939,983.082   581,797.739   MT  0.99968260   +0 22 03.1
 AE1427
 AE1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1427!SPC TX S     -   0.99999929  x   0.99992184  =   0.99992113
 AE1427!UTM  14      -   0.99999929  x   0.99968260  =   0.99968189
 AE1427
 AE1427|---------------------------------------------------------------------|
 AE1427| PID    Reference Object                     Distance      Geod. Az  |
 AE1427|                                                           dddmmss.s |
 AE1427| CV2590 LINN RM 3                            49.207 METERS 04526     |
 AE1427| CV2588 LINN RM 1                            49.179 METERS 04529     |
 AE1427| AE1424 LINN SW BELL TEL RADIO MAST         APPROX. 7.4 KM 0583311.8 |
 AE1427| CV2586 LINN AZ MK                                         1005213.9 |
 AE1427| CV2587 LINN AZ MK 2                                       1005336.0 |
 AE1427| AE1422 LINN GUERRA BROS GRAIN ELEV         APPROX. 5.8 KM 1084455.5 |
 AE1427| AE1425 LINN SW BELL TEL MICROWAVE TWR      APPROX. 7.6 KM 1145008.1 |
 AE1427| CV2589 LINN RM 2                            33.582 METERS 12236     |
 AE1427|---------------------------------------------------------------------|
 AE1427
 AE1427                          SUPERSEDED SURVEY CONTROL
 AE1427
 AE1427  ELLIP H (02/20/96)    4.62   (m)                       GP(       ) 1 1
 AE1427  NAD 83(1993)-  26 34 41.59496(N)    098 10 42.99965(W) AD(       ) B
 AE1427  ELLIP H (05/09/94)    4.72   (m)                       GP(       ) 4 2
 AE1427  NAD 83(1986)-  26 34 41.60077(N)    098 10 42.96662(W) AD(       ) 2
 AE1427  NAD 27      -  26 34 40.37980(N)    098 10 41.93090(W) AD(       ) 2
 AE1427
 AE1427.Superseded values are not recommended for survey control.
 AE1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1427.See file dsdata.txt to determine how the superseded data were derived.
 AE1427
 AE1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8179839983(NAD 83)
 AE1427_MARKER: DS = TRIANGULATION STATION DISK
 AE1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1427_SP_SET: SQUARE CONCRETE MONUMENT
 AE1427_STAMPING: LINN 1961
 AE1427_MARK LOGO: CGS   
 AE1427_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1427+STABILITY: SURFACE MOTION
 AE1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1427+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1998
 AE1427
 AE1427  HISTORY     - Date     Condition        Report By
 AE1427  HISTORY     - 1961     MONUMENTED       CGS
 AE1427  HISTORY     - 1961     GOOD             CGS
 AE1427  HISTORY     - 1974     GOOD             NGS
 AE1427  HISTORY     - 19930306 GOOD             NGS
 AE1427  HISTORY     - 19950820 GOOD             NGS
 AE1427  HISTORY     - 19980224 SEE DESCRIPTION  NGS
 AE1427  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 AE1427
 AE1427                          STATION DESCRIPTION
 AE1427
 AE1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1427'THE STATION IS ON THE SOUTH RIGHT-OF-WAY OF FARM ROAD 1017,
 AE1427'APPROXIMATELY 12 MILES SOUTHEAST OF PUERTO RICO AND 4 MILES
 AE1427'NORTHWEST OF LINN.
 AE1427'
 AE1427'TO REACH THE STATION FROM THE POST OFFICE IN LINN, GO SOUTH ON
 AE1427'U.S. HIGHWAY 281 FOR 0.25 MILE TO FARM ROAD 1017 ON THE RIGHT.
 AE1427'TURN RIGHT, NORTHWESTERLY, ON FARM ROAD 1017 FOR 3.25 MILES TO
 AE1427'A CROSSROAD, A METAL GATE ON THE RIGHT AND THE AZIMUTH
 AE1427'MARK ON THE LEFT IN THE SOUTHWEST ANGLE OF THE CROSSROAD.
 AE1427'CONTINUE NORTHWESTERLY ON FARM ROAD 1017 FOR 0.8 MILE
 AE1427'TO A FARM ROAD AND A WIRE GATE ON THE LEFT JUST AFTER
 AE1427'THE HIGHWAY STARTS TO CURVE TO THE RIGHT.  CONTINUE
 AE1427'NORTHWESTERLY FOR 352 FEET TO THE STATION ON THE LEFT.
 AE1427'
 AE1427'STATION MARKS ARE STANDARD DISKS STAMPED LINN 1961.  THE
 AE1427'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1427'3 INCHES.  IT IS 117 FEET SOUTHEAST OF A POWER POLE, 104 FEET
 AE1427'SOUTH OF THE CENTER OF FARM ROAD 1017, 10 FEET NORTH OF A FENCE
 AE1427'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 AE1427'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 AE1427'THE SURFACE OF THE GROUND.
 AE1427'
 AE1427'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LINN NO 1 1961,
 AE1427'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 AE1427'IS 49 FEET NORTH OF THE CENTER OF FARM ROAD 1017 AND 1 FOOT
 AE1427'NORTH OF A FENCE.
 AE1427'
 AE1427'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LINN NO 2 1961,
 AE1427'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 AE1427'252 FEET WEST OF THE CENTER OF THE WIRE GATE, 116 FEET SOUTH
 AE1427'OF THE CENTER OF FARM ROAD 1017 AND 0.5 FOOT NORTH OF THE
 AE1427'FENCE.
 AE1427'
 AE1427'AZIMUTH MARK, A STANDARD DISK STAMPED LINN 1961, IS SET IN A
 AE1427'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 38 FEET
 AE1427'SOUTH OF THE CENTER OF FARM ROAD 1017, 37 FEET WEST OF THE
 AE1427'CENTER OF A SIDE ROAD, 16.5 FEET WEST OF A POWER POLE AND 1
 AE1427'FOOT SOUTH OF A METAL WITNESS POST.
 AE1427'
 AE1427'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AE1427'
 AE1427'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AE1427
 AE1427                          STATION RECOVERY (1961)
 AE1427
 AE1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 AE1427'RECOVERED IN GOOD CONDITION.
 AE1427
 AE1427                          STATION RECOVERY (1974)
 AE1427
 AE1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AE1427'THE STATION MARK AND REFERENCE MARK NO. 2, WERE RECOVERED AND FOUND
 AE1427'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND TO HAVE BEEN HIT
 AE1427'BY HEAVY MACHINERY AND WAS TILTED-OVER ON ITS SIDE.  THE AZIMUTH
 AE1427'MARK HAD BEEN RESET BY THE TEXAS HIGHWAY DEPT., DUE TO ROAD
 AE1427'CONSTRUCTION.
 AE1427'
 AE1427'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS CHECKED.
 AE1427'
 AE1427'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 AE1427'TIME.
 AE1427'
 AE1427'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AE1427'
 AE1427'THE STATION IS LOCATED ABOUT 12 MILES EAST-SOUTHEAST OF PUERTO RICO
 AE1427'AND 4 MILES WEST-NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 281,
 AE1427'STATE HIGHWAY 186 AND FARM ROAD 1017, WHICH IS LOCATED ABOUT 0.5
 AE1427'MILE SOUTH OF SAN MANUEL.
 AE1427'
 AE1427'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 281,
 AE1427'STATE HIGHWAY 186 AND FARM ROAD 1017, GO WESTERLY ON FARM ROAD 1017
 AE1427'FOR 1.3 MILES TO RAILROAD CROSSING, CONTINUE WESTERLY ON FARM ROAD
 AE1427'1017 FOR 1.65 MILES TO A SIDE ROAD ON THE LEFT AND AZIMUTH MARK ON
 AE1427'THE LEFT, AT THE NORTHWEST CORNER OF ELECTRIC CO. SUB-STATION
 AE1427'UNIT.  CONTINUE WESTERLY ON FARM ROAD 1017 FOR 0.8 MILE TO
 AE1427'STATION ON THE LEFT, AT THE APPROXIMATE CENTER OF CURVE IN ROAD.
 AE1427'
 AE1427'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 AE1427'POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED LINN 1961.  IT IS
 AE1427'118 FEET EAST-SOUTHEAST OF A HI-LINE POLE, 103 FEET SOUTH OF THE
 AE1427'CENTER OF ROAD, 60 FEET SOUTHEAST OF A HI-LINE BRACE POLE, 62 FEET
 AE1427'SOUTHWEST OF A METAL WITNESS POST, 60 FEET SOUTH OF THE
 AE1427'FENCE-LINE, 2.6 FEET WEST OF A METAL WITNESS POST AND 2 FEET SOUTH
 AE1427'OF A METAL WITNESS POST.
 AE1427'
 AE1427'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AE1427'CONCRETE POST, THAT PROJECTS ABOUT 12-INCHES AND IS STAMPED LINN NO
 AE1427'2 1961.  IT IS 117 FEET SOUTH OF THE CENTER OF ROAD, 72 FEET
 AE1427'SOUTH OF THE FENCE-LINE AND 1-FOOT EAST OF A METAL WITNESS POST.
 AE1427'
 AE1427'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AE1427'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED LINN
 AE1427'1961 NO 3 1974.  IT IS 105 FEET EAST OF A HI-LINE POLE, 50 FEET
 AE1427'NORTH OF THE CENTER OF ROAD, 1-FOOT SOUTH OF THE FENCE-LINE AND
 AE1427'1.6 FEET SOUTHWEST OF A METAL WITNESS POST.
 AE1427'
 AE1427'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 AE1427'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED LINN 1961 1974.
 AE1427'IT IS 115 FEET EAST OF THE CENTER OF ROAD, 44 FEET SOUTH OF THE
 AE1427'CENTER OF ROAD, 12 FEET EAST OF THE NORTHWEST CORNER OF
 AE1427'FENCE-ENCLOSURE OF ELECTRIC SUB-STATION, 15 FEET WEST OF A
 AE1427'HI-LINE POLE, 3 FEET NORTH OF FENCE-LINE AND 2 FEET EAST OF METAL
 AE1427'WITNESS POST.
 AE1427'
 AE1427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LINN 4 MILES
 AE1427'WEST.
 AE1427
 AE1427                          STATION RECOVERY (1993)
 AE1427
 AE1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AE1427'STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTHEAST OF MC COOK, 6 KM
 AE1427'(3.70 MI) WEST OF LINN, 22 KM (13.65 MI) SOUTH OF THE HIDALGO-BROOKS
 AE1427'COUNTY LINE, ALONG FARM ROAD 1017, ALONG A SHORT HIGHWAY SECTION
 AE1427'BETWEEN TWO SHALLOW CURVES, IN A GRASSY FIELD (APPARENTLY THE TOP
 AE1427'LAYER OF SOIL HAS BEEN REMOVED BECAUSE THE MARKS PROJECT TOO MUCH),
 AE1427'BETWEEN TWO VERY LARGE GRAVEL PILE AREAS.  OWNERSHIP--UNKNOWN.
 AE1427'TO REACH FROM THE JUNCTION OF SOUTHBOUND U.S. HIGHWAY 281, STATE
 AE1427'HIGHWAY 186, AND FARM ROAD 1017 ON THE SOUTH SIDE OF THE LINN
 AE1427'COMMUNITY, GO NORTHWEST ON ROAD 1017 FOR 4.82 KM (3.00 MI) TO FARM
 AE1427'ROAD 3250 ON THE LEFT.  CONTINUE AHEAD FOR 0.94 KM (0.60 MI) TO BENCH
 AE1427'MARK -U 630 RESET- ON THE RIGHT. CONTINUE AHEAD FOR 0.77 KM
 AE1427'(0.45 MI) TO THE STATION ON THE LEFT, ABOUT 130 M (426.5 FT) BEFORE
 AE1427'REACHING A GATED GRAVEL ROAD ON THE LEFT.
 AE1427'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 AE1427'PROJECTING 40 CM ABOVE GROUND.  IT IS 31.6 M (103.7 FT) SOUTHWEST OF,
 AE1427'AND LEVEL WITH THE ROAD CENTER, 18.7 M (61.4 FT) SOUTHWEST OF A METAL
 AE1427'WITNESS POST IN THE RIGHT-OF-WAY FENCE, 36.2 M (118.8 FT)
 AE1427'SOUTH-SOUTHEAST OF A POWERLINE POLE, 18.5 M (60.7 FT) SOUTH OF A
 AE1427'UTILITY GUY POLE, 0.7 M (2.3 FT) SOUTHWEST OF A METAL WITNESS POST,
 AE1427'AND 0.7 M (2.3 FT) NORTHWEST OF A METAL WITNESS POST.
 AE1427
 AE1427                          STATION RECOVERY (1995)
 AE1427
 AE1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE1427'THE STATION IS LOCATED ABOUT 19.2 KM (11.95 MI) EAST-SOUTHEAST OF
 AE1427'PUERTO RICO AND 6.4 KM (3.95 MI) WEST-NORTHWEST OF THE INTERSECTION OF
 AE1427'U.S.  HIGHWAY 281 AND STATE HIGHWAY 186.  TO REACH THE STATION FROM
 AE1427'THE INTERSECTION OF U.S.  HIGHWAY 281, STATE HIGHWAY 186 AND FARM ROAD
 AE1427'1017, GO WESTERLY ON FARM ROAD 1017 FOR 2.1 KM (1.30 MI) TO A RAILROAD
 AE1427'CROSSING, CONTINUE WESTERLY ON FARM ROAD 1017 FOR 2.6 KM (1.60 MI) TO
 AE1427'AZIMUTH MARK AND ROAD LEFT, CONTINUE WESTERLY 0N FARM ROAD FOR 1.3 KM
 AE1427'(0.80 MI) TO THE STATION LEFT, AT THE APPROXIMATE CENTER OF A CURVE IN
 AE1427'THE ROAD.  THE STATION MARK IS 36.0 M (118.1 FT) EAST-SOUTHEAST OF A
 AE1427'UTILITY POLE, 31.4 M (103.0 FT) SOUTH OF THE ROAD CENTER, 18.9 M (62.0
 AE1427'FT) SOUTHWEST OF A METAL WITNESS POST, 18.2 M (59.7 FT) SOUTHEAST OF A
 AE1427'UTILITY BRACE POLE, 18.2 M (59.7 FT) SOUTH OF A FENCE, 0.8 M (2.6 FT)
 AE1427'WEST OF A METAL WITNESS POST, AND 0.6 M (2.0 FT) SOUTH OF A METAL
 AE1427'WITNESS POST.
 AE1427
 AE1427                          STATION RECOVERY (1998)
 AE1427
 AE1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AE1427'THE STATION IS LOCATED ABOUT 19.2 KM (11.95 MI) EAST-SOUTHEAST OF
 AE1427'PUERTO RICO, 6.4 KM (3.95 MI) WEST OF LINN, 6.3 KM (3.90 MI) WEST OF
 AE1427'U.S. HIGHWAY 281, IN A PASTURE SOUTH OF FARM ROAD 1017.  OWNERSHIP--
 AE1427'JOEMICHAEL CASTELLONO, PRONOUNCED YOMICHAEL, PHONE 956-687-8728 HOME,
 AE1427'605-1988 MOBILE.  CAN NOT BE REACHED BY PHONE, HIS RANCH IS ABOUT 5.1
 AE1427'KM (3.15 MI) WEST OF THE STATION ON THE RIGHT, NORTH, SIDE OF THE ROAD
 AE1427'WITH CASTELLONO ON THE GATE.  TO REACH THE STATION FROM THE JUNCTION
 AE1427'OF U.S. HIGHWAY 281 AND THE WESTERLY TERMINUS OF STATE HIGHWAY 186, GO
 AE1427'WEST ON FARM ROAD 1017 FOR 4.8 KM (3.00 MI) TO LINN AZ MK 2 AT AN
 AE1427'ELECTRIC SUBSTATION,CONTINUE AHEAD FOR 1.5 KM (0.95 MI) TO THE STATION
 AE1427'IN A PASTURE ON LEFT.  ACCESS TO THE STATION IS VIA A GATE 0.15 KM
 AE1427'(0.10 MI) TO THE WEST.  USE CAUTION WITH SANDY SOIL AND PRAIRIE DOG
 AE1427'HOLES.  THE STATION IS A CGS TRIANGULATION DISK IN A SQUARED CONCRETE
 AE1427'POST.  WIND HAS ERODED THE SOIL AND THE MARK PROJECTS 45 CM ABOVE
 AE1427'GRADE.  THE STATION IS LOCATED NEAR THE WESTERLY EXTENDED NORTH EDGE
 AE1427'OF PAVEMENT OF FARM ROAD 1017, 33.6 M (110.2 FT) NORTHWEST FROM
 AE1427'STATION LINN RM 2 FOUND PROJECTING 0.7 M (2.3 FT) , 18.6 M (61.0 FT)
 AE1427'SOUTHWEST FROM A METAL NGS WITNESS POST AT THE SOUTH WOVEN WIRE RIGHT
 AE1427'OF WAY FENCE, 18.4 M (60.4 FT) SOUTHEAST FROM A WOOD ANCHOR POLE WITH
 AE1427'ONE GUYED ANCHOR, 8.5 M (27.9 FT) SOUTH FROM THE CENTER OF OVERHEAD
 AE1427'ELECTRIC WIRES, 0.7 M (2.3 FT) NORTHWEST FROM A METAL POST, AND 0.6 M
 AE1427'(2.0 FT) SOUTHWEST FROM A METAL NGS WITNESS POST.
 AE1427
 AE1427                          STATION RECOVERY (2003)
 AE1427
 AE1427'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 AE1427'NEW UTILITIES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1422 ***********************************************************************
 AE1422  DESIGNATION -  LINN GUERRA BROS GRAIN ELEV
 AE1422  PID         -  AE1422
 AE1422  STATE/COUNTY-  TX/HIDALGO
 AE1422  USGS QUAD   -  LINN (1982)
 AE1422
 AE1422                         *CURRENT SURVEY CONTROL
 AE1422  ___________________________________________________________________
 AE1422* NAD 83(1993)-  26 33 40.75515(N)    098 07 23.80893(W)     ADJUSTED  
 AE1422* NAVD 88     -                                                        
 AE1422  ___________________________________________________________________
 AE1422  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AE1422  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AE1422
 AE1422  HORZ ORDER  -  THIRD
 AE1422
 AE1422.The horizontal coordinates were established by classical geodetic methods
 AE1422.and adjusted by the National Geodetic Survey in February 1996..
 AE1422
 AE1422
 AE1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1422
 AE1422.The geoid height was determined by GEOID03.
 AE1422
 AE1422;                    North         East     Units Scale Factor Converg.
 AE1422;SPC TX S     - 5,099,176.890   337,532.366   MT  0.99992405   +0 10 15.7
 AE1422;SPC TX S     -16,729,549.51  1,107,387.44   sFT  0.99992405   +0 10 15.7
 AE1422;UTM  14      - 2,938,147.751   587,320.954   MT  0.99969414   +0 23 31.4
 AE1422
 AE1422                          SUPERSEDED SURVEY CONTROL
 AE1422
 AE1422  NAD 83(1986)-  26 33 40.76137(N)    098 07 23.77516(W) AD(       ) 4
 AE1422  NAD 27      -  26 33 39.53800(N)    098 07 22.75000(W) AD(       ) 3
 AE1422
 AE1422.Superseded values are not recommended for survey control.
 AE1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1422.See file dsdata.txt to determine how the superseded data were derived.
 AE1422
 AE1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8732138148(NAD 83)
 AE1422_MARKER: 65 = GRAIN ELEVATOR
 AE1422
 AE1422  HISTORY     - Date     Condition        Report By
 AE1422  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1422
 AE1422                          STATION DESCRIPTION
 AE1422
 AE1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1422'THE STATION IS THE VENT ATOP THE ELEVATOR WHICH IS IN THE SMALL
 AE1422'VILLAGE OF LINN AND ALONG THE WEST SIDE OF U.S. HIGHWAY 281.
 AE1422'
 AE1422'THE ELEVATOR CONSISTS OF METAL TANKS PAINTED SILVER AND THE
 AE1422'OVERALL HEIGHT IS APPROXIMATELY 75 FEET.  THERE ARE 6 TANKS
 AE1422'JOINED ON THE GROUND AND ONE TANK WHICH IS ON THE TOP, WEST
 AE1422'END, OF THESE TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1425 ***********************************************************************
 AE1425  DESIGNATION -  LINN SW BELL TEL MICROWAVE TWR
 AE1425  PID         -  AE1425
 AE1425  STATE/COUNTY-  TX/HIDALGO
 AE1425  USGS QUAD   -  LINN (1982)
 AE1425
 AE1425                         *CURRENT SURVEY CONTROL
 AE1425  ___________________________________________________________________
 AE1425* NAD 83(1993)-  26 32 58.37845(N)    098 06 35.17339(W)     ADJUSTED  
 AE1425* NAVD 88     -                                                        
 AE1425  ___________________________________________________________________
 AE1425  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AE1425  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AE1425
 AE1425  HORZ ORDER  -  THIRD
 AE1425
 AE1425.The horizontal coordinates were established by classical geodetic methods
 AE1425.and adjusted by the National Geodetic Survey in February 1996..
 AE1425
 AE1425
 AE1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1425
 AE1425.The geoid height was determined by GEOID03.
 AE1425
 AE1425;                    North         East     Units Scale Factor Converg.
 AE1425;SPC TX S     - 5,097,876.864   338,882.375   MT  0.99992563   +0 10 37.8
 AE1425;SPC TX S     -16,725,284.34  1,111,816.59   sFT  0.99992563   +0 10 37.8
 AE1425;UTM  14      - 2,936,853.236   588,675.654   MT  0.99969708   +0 23 52.6
 AE1425
 AE1425                          SUPERSEDED SURVEY CONTROL
 AE1425
 AE1425  NAD 83(1986)-  26 32 58.38506(N)    098 06 35.13957(W) AD(       ) 4
 AE1425  NAD 27      -  26 32 57.15600(N)    098 06 34.11500(W) AD(       ) 3
 AE1425
 AE1425.Superseded values are not recommended for survey control.
 AE1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1425.See file dsdata.txt to determine how the superseded data were derived.
 AE1425
 AE1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8867636853(NAD 83)
 AE1425_MARKER: 45 = MICROWAVE TOWER
 AE1425
 AE1425  HISTORY     - Date     Condition        Report By
 AE1425  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1425
 AE1425                          STATION DESCRIPTION
 AE1425
 AE1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1425'THE STATION IS THE LIGHT ATOP THE EAST LEG OF THE TWIN MAST
 AE1425'MICROWAVE TOWER WHICH IS APPROXIMATELY 1 MILE SOUTHEAST OF LINN
 AE1425'AND THE INTERSECTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 186,
 AE1425'AND ALONG THE NORTHEAST SIDE OF HIGHWAY 186.
 AE1425'
 AE1425'THE TOWER CONSISTS OF TWO SLENDER MASTS, PAINTED RED AND WHITE,
 AE1425'215 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1424 ***********************************************************************
 AE1424  DESIGNATION -  LINN SW BELL TEL RADIO MAST
 AE1424  PID         -  AE1424
 AE1424  STATE/COUNTY-  TX/HIDALGO
 AE1424  USGS QUAD   -  LINN (1982)
 AE1424
 AE1424                         *CURRENT SURVEY CONTROL
 AE1424  ___________________________________________________________________
 AE1424* NAD 83(1993)-  26 36 47.25793(N)    098 06 54.29883(W)     ADJUSTED  
 AE1424* NAVD 88     -                                                        
 AE1424  ___________________________________________________________________
 AE1424  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AE1424  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AE1424
 AE1424  HORZ ORDER  -  THIRD
 AE1424
 AE1424.The horizontal coordinates were established by classical geodetic methods
 AE1424.and adjusted by the National Geodetic Survey in February 1996..
 AE1424
 AE1424
 AE1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1424
 AE1424.The geoid height was determined by GEOID03.
 AE1424
 AE1424;                    North         East     Units Scale Factor Converg.
 AE1424;SPC TX S     - 5,104,918.862   338,331.545   MT  0.99991756   +0 10 29.1
 AE1424;SPC TX S     -16,748,387.97  1,110,009.41   sFT  0.99991756   +0 10 29.1
 AE1424;UTM  14      - 2,943,891.470   588,097.768   MT  0.99969582   +0 23 47.2
 AE1424
 AE1424                          SUPERSEDED SURVEY CONTROL
 AE1424
 AE1424  NAD 83(1986)-  26 36 47.26471(N)    098 06 54.26540(W) AD(       ) 4
 AE1424  NAD 27      -  26 36 46.04300(N)    098 06 53.24300(W) AD(       ) 3
 AE1424
 AE1424.Superseded values are not recommended for survey control.
 AE1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1424.See file dsdata.txt to determine how the superseded data were derived.
 AE1424
 AE1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8809843891(NAD 83)
 AE1424_MARKER: 42 = RADIO/TV MAST
 AE1424
 AE1424  HISTORY     - Date     Condition        Report By
 AE1424  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1424
 AE1424                          STATION DESCRIPTION
 AE1424
 AE1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1424'THE STATION IS THE TOP CENTER OF A MAST WHICH IS LOCATED ABOUT
 AE1424'ALONG THE WEST SIDE OF U.S. HIGHWAY 281 AND 3.5 MILES NORTH OF
 AE1424'LINN.
 AE1424'
 AE1424'THE TOWER IS A FOUR-LEGGED, GREY, STEEL STRUCTURE WITH A SMALL
 AE1424'STRAIGHT ANTENNA ATOP AND APPROXIMATELY 150 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2110 ***********************************************************************
 AN2110  DESIGNATION -  LINNA
 AN2110  PID         -  AN2110
 AN2110  STATE/COUNTY-  TX/REFUGIO
 AN2110  USGS QUAD   -  MISSION BAY (1979)
 AN2110
 AN2110                         *CURRENT SURVEY CONTROL
 AN2110  ___________________________________________________________________
 AN2110* NAD 83(1993)-  28 08 43.43382(N)    097 07 42.56225(W)     ADJUSTED  
 AN2110* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2110  ___________________________________________________________________
 AN2110  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AN2110  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN2110
 AN2110  HORZ ORDER  -  SECOND
 AN2110
 AN2110.The horizontal coordinates were established by classical geodetic methods
 AN2110.and adjusted by the National Geodetic Survey in February 1996..
 AN2110
 AN2110.The orthometric height was scaled from a topographic map.
 AN2110
 AN2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2110
 AN2110.The geoid height was determined by GEOID03.
 AN2110
 AN2110;                    North         East     Units Scale Factor Converg.
 AN2110;SPC TXSC     - 4,036,058.585   783,843.857   MT  1.00007679   +0 55 00.8
 AN2110;SPC TXSC     -13,241,635.54  2,571,661.05   sFT  1.00007679   +0 55 00.8
 AN2110;SPC TX S     - 5,275,373.680   434,732.820   MT  1.00009389   +0 37 21.6
 AN2110;SPC TX S     -17,307,621.82  1,426,285.93   sFT  1.00009389   +0 37 21.6
 AN2110;UTM  14      - 3,114,725.235   683,782.319   MT  1.00001688   +0 52 59.0
 AN2110
 AN2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2110!SPC TXSC     -   1.00000396  x   1.00007679  =   1.00008075
 AN2110!SPC TX S     -   1.00000396  x   1.00009389  =   1.00009785
 AN2110!UTM  14      -   1.00000396  x   1.00001688  =   1.00002084
 AN2110
 AN2110:                Primary Azimuth Mark                     Grid Az
 AN2110:SPC TXSC     -  LAP                                      058 41 22.3
 AN2110:SPC TX S     -  LAP                                      058 59 01.5
 AN2110:UTM  14      -  LAP                                      058 43 24.1
 AN2110
 AN2110|---------------------------------------------------------------------|
 AN2110| PID    Reference Object                     Distance      Geod. Az  |
 AN2110|                                                           dddmmss.s |
 AN2110| AN2092 LAP                                 APPROX. 7.2 KM 0593623.1 |
 AN2110| CV5508 LINNA RM 2                           24.700 METERS 23205     |
 AN2110| CV5507 LINNA RM 1                           15.700 METERS 34500     |
 AN2110|---------------------------------------------------------------------|
 AN2110
 AN2110                          SUPERSEDED SURVEY CONTROL
 AN2110
 AN2110  NAD 83(1986)-  28 08 43.44041(N)    097 07 42.54279(W) AD(       ) 2
 AN2110  NAD 27      -  28 08 42.40000(N)    097 07 41.57400(W) AD(       ) 2
 AN2110
 AN2110.Superseded values are not recommended for survey control.
 AN2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2110.See file dsdata.txt to determine how the superseded data were derived.
 AN2110
 AN2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS8378214725(NAD 83)
 AN2110_MARKER: DS = TRIANGULATION STATION DISK
 AN2110_SETTING: 0 = UNSPECIFIED SETTING
 AN2110
 AN2110  HISTORY     - Date     Condition        Report By
 AN2110  HISTORY     - 1934     MONUMENTED       CGS
 AN2110  HISTORY     - 1938     GOOD             WESGEO
 AN2110  HISTORY     - 1938     GOOD             LOCSUR
 AN2110  HISTORY     - 1950     GOOD             CGS
 AN2110  HISTORY     - 1950     GOOD             LOCENG
 AN2110  HISTORY     - 1952     GOOD             CGS
 AN2110  HISTORY     - 1953     GOOD             USGS
 AN2110  HISTORY     - 1974     SEE DESCRIPTION  USGS
 AN2110  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN2110
 AN2110                          STATION DESCRIPTION
 AN2110
 AN2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2110'STATION IS ABOUT 9-1/2 MILES NNW OF ROCKPORT, ABOUT 6 MILES
 AN2110'NE OF BAYSIDE, ON THE N SHORE OF COPANO BAY.  IT IS ON A
 AN2110'SHELL RIDGE COVERED WITH A DENSE GROWTH OF MESQUITE AND
 AN2110'THORN TREES, 150 METERS SW OF THE RUINS OF THE OLD COPANO
 AN2110'HOUSE (A LARGE STONE MANSION), 150 METERS NNE OF A POINT
 AN2110'OF LAND, AND 20 METERS WNW FROM THE BAY SHORE.
 AN2110'
 AN2110'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2110'SET IN CONCRETE.
 AN2110'
 AN2110'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2110'DRAWBRIDGE ON CAUSEWAY, 95 DEG.  OLD COPANO HOUSE RUINS
 AN2110'(150 METERS DISTANT), 40 DEG.  BAYSIDE HOTEL, 224 DEG.
 AN2110'
 AN2110'HEIGHT OF LIGHT ABOVE STATION MARK - 2.7 METERS.
 AN2110
 AN2110                          STATION RECOVERY (1938)
 AN2110
 AN2110'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2110'RECOVERED IN GOOD CONDITION.
 AN2110
 AN2110                          STATION RECOVERY (1938)
 AN2110
 AN2110'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 AN2110'RECOVERED BY GEOTECHNICAL CORPORATION.
 AN2110'
 AN2110'RECOVERED IN GOOD CONDITION.
 AN2110
 AN2110                          STATION RECOVERY (1950)
 AN2110
 AN2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HWS)
 AN2110'RECOVERED IN GOOD CONDITION.  DESCRIPTION FAIR.  12-FOOT
 AN2110'WOODEN TOWER OVER STATION.
 AN2110
 AN2110                          STATION RECOVERY (1950)
 AN2110
 AN2110'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950 (WPM)
 AN2110'RECOVERED BY PHILLIPS PETRO CO.
 AN2110'
 AN2110'12-FOOT PLATFORM WAS FOUND BLOWN OVER AT STATION.  IT WAS
 AN2110'REPAIRED AND PLACED OVER STATION AND GUYED.  REFERENCES
 AN2110'WERE NOT SEARCHED FOR.  DESCRIPTION SATISFACTORY.
 AN2110
 AN2110                          STATION RECOVERY (1952)
 AN2110
 AN2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AN2110'STATION AND REFERENCE MARKS WERE IN GOOD CONDITION.  AZIMUTH
 AN2110'MARK WAS NOT SEARCHED FOR.
 AN2110'
 AN2110'STATION LOCATED ON WHAT IS KNOWN AS COPANO POINT NEAR THE
 AN2110'SW POINT AND IN BETWEEN MISSION BAY AND COPANO BAY ON A
 AN2110'HIGH BRUSHY RIDGE ON THE N SHORE OF COPANO BAY, 0.1 MI. E
 AN2110'OF A WOODEN WINDMILL ON THE POWERS ESTATE.
 AN2110
 AN2110                          STATION RECOVERY (1953)
 AN2110
 AN2110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AN2110'STATION STAMPED LINNA 1934 RECOVERED IN GOOD CONDITION.
 AN2110'
 AN2110'TO REACH FROM JUNCTION OF U.S. HWY. 77 AND FARM ROAD 774
 AN2110'IN REFUGIO, GO E ALONG FARM ROAD 774 FOR 7.9 MILES TO T-ROAD,
 AN2110'SOUTH AND LOCKED GATE.  KEY MAY BE OBTAINED FROM RANCH HEADQUARTERS
 AN2110'3 MILES E OF REFUGIO.  TURN RIGHT S ON GRADED ROAD AND GO
 AN2110'2.8 MILES TO T-ROAD EAST, CONTINUE STRAIGHT AHEAD S FOR
 AN2110'5.9 MILES TO RANCH BUILDINGS, CONTINUE STRAIGHT AHEAD 0.4
 AN2110'MILES TO T-ROAD EAST, CONTINUE STRAIGHT AHEAD 1.4 MILES
 AN2110'TO GATE, PASS THRU GATE, TURN RIGHT AND FOLLOW TRACK ROAD
 AN2110'ALONG FENCE FOR 1.0 MILES TO GATE, PASS THRU GATE, TAKE
 AN2110'LEFT FORK OF TRACK ROAD AND CONTINUE 1.2 MILES TO BAY.
 AN2110'STATION IS ABOUT 0.1 MILE NE OF POINT OF LAND THAT STICKS OUT
 AN2110'INTO BAY.
 AN2110
 AN2110                          STATION RECOVERY (1974)
 AN2110
 AN2110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JLP)
 AN2110'TRIANGULATION STATION LINNA IS ABOUT 50 FT. SOUTH FROM BANK
 AN2110'IN ABOUT TWO FEET OF WATER.  TOP OF STATION IS ABOUT TWO
 AN2110'INCHES BELOW WATER LEVEL.  STATION IS SOLID BUT LEANING
 AN2110'A LITTLE.  R.M. 1 WAS FOUND LYING BY BANK IN WATER.  R.M.
 AN2110'2 WAS NOT SEARCHED FOR.
 AN2110
 AN2110                          STATION RECOVERY (1999)
 AN2110
 AN2110'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0986 ***********************************************************************
 GK0986  DESIGNATION -  LIP
 GK0986  PID         -  GK0986
 GK0986  STATE/COUNTY-  TX/LIPSCOMB
 GK0986  USGS QUAD   -  COBURN (1972)
 GK0986
 GK0986                         *CURRENT SURVEY CONTROL
 GK0986  ___________________________________________________________________
 GK0986* NAD 83(1993)-  36 03 52.48125(N)    100 11 49.98436(W)     ADJUSTED  
 GK0986* NAVD 88     -       837.     (meters)    2746.     (feet)  SCALED    
 GK0986  ___________________________________________________________________
 GK0986  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GK0986  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GK0986
 GK0986  HORZ ORDER  -  SECOND
 GK0986
 GK0986.The horizontal coordinates were established by classical geodetic methods
 GK0986.and adjusted by the National Geodetic Survey in February 1996..
 GK0986
 GK0986.The orthometric height was scaled from a topographic map.
 GK0986
 GK0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0986
 GK0986.The geoid height was determined by GEOID03.
 GK0986
 GK0986;                    North         East     Units Scale Factor Converg.
 GK0986;SPC TX N     - 1,229,817.080   317,361.404   MT  0.99997446   +0 45 18.0
 GK0986;SPC TX N     - 4,034,824.87  1,041,209.87   sFT  0.99997446   +0 45 18.0
 GK0986;UTM  14      - 3,991,774.336   392,183.210   MT  0.99974323   -0 42 17.5
 GK0986
 GK0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0986!SPC TX N     -   0.99987303  x   0.99997446  =   0.99984749
 GK0986!UTM  14      -   0.99987303  x   0.99974323  =   0.99961629
 GK0986
 GK0986:                Primary Azimuth Mark                     Grid Az
 GK0986:SPC TX N     -  HIGGINS MUNICIPAL TANK                   068 41 18.2
 GK0986:UTM  14      -  HIGGINS MUNICIPAL TANK                   070 08 53.7
 GK0986
 GK0986|---------------------------------------------------------------------|
 GK0986| PID    Reference Object                     Distance      Geod. Az  |
 GK0986|                                                           dddmmss.s |
 GK0986| GK0983 HIGGINS MUNICIPAL TANK              APPROX.16.6 KM 0692636.2 |
 GK0986| CK9286 LIP AZ MK                                          1864026.0 |
 GK0986| CK9288 LIP RM 2                             12.496 METERS 22024     |
 GK0986| CK9287 LIP RM 1                             13.177 METERS 35426     |
 GK0986|---------------------------------------------------------------------|
 GK0986
 GK0986                          SUPERSEDED SURVEY CONTROL
 GK0986
 GK0986  NAD 83(1993)-  36 03 52.48138(N)    100 11 49.98437(W) AD(       ) 2
 GK0986  NAD 83(1986)-  36 03 52.48767(N)    100 11 49.97262(W) AD(       ) 2
 GK0986  NAD 27      -  36 03 52.33900(N)    100 11 48.50900(W) AD(       ) 2
 GK0986
 GK0986.Superseded values are not recommended for survey control.
 GK0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0986.See file dsdata.txt to determine how the superseded data were derived.
 GK0986
 GK0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9218391774(NAD 83)
 GK0986_MARKER: DS = TRIANGULATION STATION DISK
 GK0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0986
 GK0986  HISTORY     - Date     Condition        Report By
 GK0986  HISTORY     - 1952     MONUMENTED       CGS
 GK0986
 GK0986                          STATION DESCRIPTION
 GK0986
 GK0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0986'STATION IS LOCATED, AIRLINE, ABOUT 10 MILES SOUTHWEST OF
 GK0986'HIGGINS, 5.5 MILES NORTHEAST OF GLAZIER, 1.0 MILE NORTH OF
 GK0986'THE HEMPHILL-LIPSCOMB COUNTY LINE, AND ON A KNOLL IN A PASTURE
 GK0986'ON THE PROPERTY OWNED BY MR. F.W. BREITKREUTC, WHO LIVES ABOUT
 GK0986'0.5 MILE SOUTH OF THE STATION.
 GK0986'
 GK0986'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 GK0986'IN GLAZIER, GO NORTHEAST ON U.S. HIGHWAY 60 FOR 4.8 MILES
 GK0986'TO A T ROAD LEFT, NORTH.  TURN LEFT, CROSS CATTLE GUARD, AND
 GK0986'GO 0.4 MILE ALONG THE TELEPHONE LINE TO THE AZIMUTH MARK ON
 GK0986'THE RIGHT.  CONTINUE NORTH FOR 0.4 MILE, TURN LEFT FOR 0.05
 GK0986'MILE, PASS THROUGH GATE, TURN RIGHT AND FOLLOW THE TRACK
 GK0986'ROAD NORTHERLY FOR 0.35 MILE TO WHERE THE ROAD BEARS RIGHT
 GK0986'TO A WATER TANK AND SMALL SHACK.  BEAR TO THE LEFT, NORTHERLY,
 GK0986'FOR 0.2 MILE TO THE TOP OF THE KNOLL AND THE STATION.
 GK0986'
 GK0986'STATION MARK, STAMPED LIP 1952, IS A STANDARD DISK SET IN
 GK0986'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 GK0986'INCHES.  IT IS 3 FEET NORTH OF A WITNESS POST.
 GK0986'
 GK0986'REFERENCE MARK NUMBER 1, STAMPED LIP NO 1 1952, IS A STANDARD
 GK0986'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 GK0986'PROJECTS 1 INCH AND IS 4 FEET LOWER IN ELEVATION THAN THE
 GK0986'STATION.
 GK0986'
 GK0986'REFERENCE MARK NUMBER 2, STAMPED LIP NO 2 1952, IS A STANDARD
 GK0986'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 GK0986'IS FLUSH WITH THE GROUND AND 4 FEET LOWER IN ELEVATION THAN
 GK0986'THE STATION.
 GK0986'
 GK0986'AZIMUTH MARK, STAMPED LIP 1952, IS A STANDARD DISK SET IN THE
 GK0986'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 GK0986'IT IS 70 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD AND
 GK0986'0.3 MILE NORTH OF U.S. HIGHWAY 60.  IT IS ABOUT 10 FEET HIGHER
 GK0986'IN ELEVATION THAN THE DIRT ROAD AND ON A LOW NORTH-SOUTH RIDGE.
 GK0986'
 GK0986'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0870 ***********************************************************************
 CB0870  DESIGNATION -  LIPAN
 CB0870  PID         -  CB0870
 CB0870  STATE/COUNTY-  TX/TOM GREEN
 CB0870  USGS QUAD   -  SUSAN PEAK (1972)
 CB0870
 CB0870                         *CURRENT SURVEY CONTROL
 CB0870  ___________________________________________________________________
 CB0870* NAD 83(1993)-  31 14 09.54325(N)    100 19 25.82517(W)     ADJUSTED  
 CB0870* NAVD 88     -       754.     (meters)    2474.     (feet)  SCALED    
 CB0870  ___________________________________________________________________
 CB0870  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CB0870  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CB0870
 CB0870  HORZ ORDER  -  FIRST
 CB0870
 CB0870.The horizontal coordinates were established by classical geodetic methods
 CB0870.and adjusted by the National Geodetic Survey in February 1996..
 CB0870
 CB0870.The orthometric height was scaled from a topographic map.
 CB0870
 CB0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0870
 CB0870.The geoid height was determined by GEOID03.
 CB0870
 CB0870;                    North         East     Units Scale Factor Converg.
 CB0870;SPC TX C     - 3,173,967.537   700,904.283   MT  0.99989009   +0 00 17.6
 CB0870;SPC TX C     -10,413,258.49  2,299,550.14   sFT  0.99989009   +0 00 17.6
 CB0870;UTM  14      - 3,456,510.767   373,925.250   MT  0.99979606   -0 41 11.7
 CB0870
 CB0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0870!SPC TX C     -   0.99988529  x   0.99989009  =   0.99977539
 CB0870!UTM  14      -   0.99988529  x   0.99979606  =   0.99968137
 CB0870
 CB0870:                Primary Azimuth Mark                     Grid Az
 CB0870:SPC TX C     -  WALL                                     005 59 23.8
 CB0870:UTM  14      -  WALL                                     006 40 53.1
 CB0870
 CB0870|---------------------------------------------------------------------|
 CB0870| PID    Reference Object                     Distance      Geod. Az  |
 CB0870|                                                           dddmmss.s |
 CB0870| CB0874 WALL                                APPROX.15.4 KM 0055941.4 |
 CB0870| CV5509 LIPAN RM 1                           36.572 METERS 06848     |
 CB0870| CV5510 LIPAN RM 2                           51.345 METERS 19744     |
 CB0870| CV5511 LIPAN RM 3                           69.725 METERS 33400     |
 CB0870|---------------------------------------------------------------------|
 CB0870
 CB0870                          SUPERSEDED SURVEY CONTROL
 CB0870
 CB0870  NAD 83(1986)-  31 14 09.55006(N)    100 19 25.81068(W) AD(       ) 1
 CB0870  NAD 27      -  31 14 08.95400(N)    100 19 24.49600(W) AD(       ) 1
 CB0870
 CB0870.Superseded values are not recommended for survey control.
 CB0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0870.See file dsdata.txt to determine how the superseded data were derived.
 CB0870
 CB0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV7392556511(NAD 83)
 CB0870_MARKER: DS = TRIANGULATION STATION DISK
 CB0870_SETTING: 80 = SET IN A BOULDER
 CB0870_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CB0870
 CB0870  HISTORY     - Date     Condition        Report By
 CB0870  HISTORY     - 1935     MONUMENTED       CGS
 CB0870  HISTORY     - 1939     GOOD             TXGS
 CB0870  HISTORY     - 1945     GOOD             CGS
 CB0870  HISTORY     - 1961     GOOD             CGS
 CB0870  HISTORY     - 1968     GOOD             USGS
 CB0870  HISTORY     - 1970     GOOD             NGS
 CB0870
 CB0870                          STATION DESCRIPTION
 CB0870
 CB0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0870'STATION IS LOCATED 11 MILES ENE OF CHRISTOVAL, 17 MILES SSE OF SAN
 CB0870'ANGELO, ON TOP OF A LONG FLAT RIDGE WHICH RUNS NE-SW AND WHICH
 CB0870'IS ELEVATED ABOUT 200 FEET ABOVE THE SURROUNDING COUNTRY,
 CB0870'AND ON LAND OWNED BY MR. ROBINSON.  THE RIDGE RUNS NE-SW AND
 CB0870'IS EASILY IDENTIFIED FROM THE N AS BEING JUST W OF A SHARP
 CB0870'PEAK.  MARK IS PLACED IN THE CENTER OF THE RIDGE ABOUT 1/3
 CB0870'MILE SE OF THE N END OF RIDGE AND IN THE VICINITY OF OLD
 CB0870'U.S.G.S.  STATION LIPAN, WHICH LOCATION COULD NOT BE DETERMINED
 CB0870'WITHIN AN AREA OF 100 SQUARE FEET.
 CB0870'
 CB0870'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 CB0870'IN DRILL HOLES IN BOULDERS.
 CB0870'
 CB0870'REFERENCE MARK NO. 1 IS NE OF STATION, ABOUT 20 PACES SW OF
 CB0870'EDGE OF RIDGE.
 CB0870'
 CB0870'REFERENCE MARK NO. 2 IS S OF STATION, SET IN APPROXIMATE
 CB0870'CENTER OF RIDGE.
 CB0870'
 CB0870'REFERENCE MARK NO. 3 IS NW OF STATION, SET ALONG TRAIL TO
 CB0870'STATION.
 CB0870'
 CB0870'STATION IS REACHED FROM CHRISTOVAL BY GOING N FROM POST
 CB0870'OFFICE 9.55 MILES ON U.S. HIGHWAY 277 TO THE PECAN SERVICE
 CB0870'STATION, THENCE E ON GRADED DIRT ROAD 7.6 MILES TO THE FORT
 CB0870'MC CAVITT LANE, THENCE SE ON GRAVEL ROAD FOR 1.5 MILES AND KEEP
 CB0870'STRAIGHT AHEAD FOR 1.5 MILES, OR FOR 0.6 MILE PAST SECOND OF
 CB0870'TWO WOODEN BRIDGES TO TALL WOODEN GATE IN W FENCE LINE AT TOP
 CB0870'OF GRADE AND AT T-FENCE CORNER.  GO W THROUGH GATE AND FOLLOW
 CB0870'RANCH ROAD SW FOR 2.0 MILES TO ROBINSONS RANCH.  THE STATION
 CB0870'IS ON THE RIDGE WHICH BEARS S 23 DEG W FROM HERE.  PASS ON
 CB0870'THE N SIDE OF RANCH HOUSE AND THROUGH GATE ON S SIDE OF
 CB0870'SHED, THENCE LEFT THROUGH TWO CORRAL GATES TO RANCH ROAD W,
 CB0870'FOLLOW THIS 0.6 MILE TO GATE IN FENCE CORNER, THENCE SW
 CB0870'THROUGH GATE AND GO FOR 0.75 MILE TO WINDMILL.  PASS ON E
 CB0870'SIDE OF WINDMILL AND TURN W ON S SIDE OF WINDMILL FOR 0.8
 CB0870'MILE TO GATE IN FENCE CORNER, PASS THROUGH GATE AND
 CB0870'CONTINUE SOUTHERLY FOR 0.95 MILE TO ANOTHER WINDMILL WITH
 CB0870'STONE TANK AND ROAD END.  GO S PAST WINDMILL FOR 0.35 MILE
 CB0870'TO BOTTOM OF SMALL VALLEY AND THEN E TOWARDS PEAK AT N END OF
 CB0870'RIDGE, PASSING UP DRAW FOR ABOUT 0.5 MILE TO TOP OF FIRST
 CB0870'BENCH AND END OF TRUCK TRAVEL.  FROM HERE CONTINUE E ABOUT 50
 CB0870'YARDS TO EDGE OF RIM TOP OF STEEP CLIMB, THENCE SOUTHEASTERLY
 CB0870'ABOUT 1/3 MILE TO HIGHEST GROUND AND STATION.
 CB0870'
 CB0870'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 CB0870
 CB0870                          STATION RECOVERY (1939)
 CB0870
 CB0870'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CB0870'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 CB0870'REFERENCE MARK NO. 1 IS NE OF STATION AND HAS BEEN BROKEN OFF
 CB0870'FLUSH FROM ITS POSITION, AND WAS UNABLE TO FIND ANY TRACE OF
 CB0870'IT.
 CB0870
 CB0870                          STATION RECOVERY (1945)
 CB0870
 CB0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (SCD)
 CB0870'DESCRIPTION IS ADEQUATE.  STATION RECOVERED IN GOOD CONDITION.
 CB0870'R.M. 1 IS DESTROYED.
 CB0870
 CB0870                          STATION RECOVERY (1961)
 CB0870
 CB0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 CB0870'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1935.
 CB0870'R.M. 2 AND 3 WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 CB0870'DESCRIPTION WAS FOUND TO BE ADEQUATE FOR FUTURE RECOVERY.
 CB0870
 CB0870                          STATION RECOVERY (1968)
 CB0870
 CB0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RDS)
 CB0870'U S G S DISTANCES TO REFERENCE MARKS DIFFER FROM U S C AND G S
 CB0870'VALUES BY +0.04 FOOT TO REFERENCE MARK NO. 2 AND +0.12 FOOT
 CB0870'TO REFERENCE MARK NO. 3.  NO U S G S MEASUREMENTS MADE FOR
 CB0870'REFERENCE MARK DIRECTIONS.
 CB0870'
 CB0870'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CB0870'
 CB0870'TO REACH FROM THE POST OFFICE IN WALL, PROCEED EAST 0.6 MILE
 CB0870'ON U.S. HIGHWAY 87 TO PAVED ROAD ON RIGHT, THENCE RIGHT (SOUTH)
 CB0870'5.1 MILES TO T-INTERSECTION, THENCE RIGHT (WEST) 0.1 MILE
 CB0870'TO NORTHWEST-SOUTHEAST PAVED ROAD, THENCE SOUTHEAST 1.5 MILES
 CB0870'TO END OF PAVEMENT AND ROAD (RIGHT) TO J.D. ROBERTSON LEASE,
 CB0870'THENCE GENERALLY SOUTH PAST PUMPING STATION TOWARD SHARP PEAK
 CB0870'(KNOWN AS SUSAN PEAK) FOR 3.9 MILES TO ROAD FORKS, TAKE RIGHT
 CB0870'FORK SOUTHWEST ON WEST SIDE OF PEAK FOR 1.1 MILES TO SADDLE
 CB0870'AND ROAD FORKS.  TAKE RIGHT FORK SOUTHWEST 0.5 MILE TO
 CB0870'WINDMILL AND TRACK ROAD SHARP RIGHT (NORTH), THENCE NORTH
 CB0870'0.5 MILE, FROM THIS POINT PACK WEST TO TOP OF RIDGE AND
 CB0870'STATION (15 MINUTES).  IF 4-WHEEL DRIVE VEHICLE IS AVAILABLE
 CB0870'CONTINUE NORTH ON TRACK ROAD 0.2 MILE TO DRAIN CROSSING,
 CB0870'TURN SOUTHWEST UP DRAIN PICKING WAY AMONG BUSH TO BULLDOZED
 CB0870'TRACK UP HILL 0.5 MILE TO SADDLE, THENCE LEFT (SOUTHEAST)
 CB0870'ALONG RIDGE 0.2 MILE TO STATION.
 CB0870'
 CB0870'STATION MARK--A U S C AND G S BRONZE DISK SET IN BEDROCK.
 CB0870'THE DISK IS SET FLUSH WITH THE GROUND AND STAMPED LIPAN 1935.
 CB0870'
 CB0870'REFERENCE MARK NO. 2--A U S C AND G S BRONZE DISK SET IN
 CB0870'BEDROCK.  THE DISK IS SET FLUSH WITH THE GROUND SOUTH OF
 CB0870'THE STATION AND STAMPED LIPAN NO. 2 1935.
 CB0870'
 CB0870'REFERENCE MARK NO. 3--A U S C AND G S BRONZE DISK SET IN
 CB0870'BEDROCK.  THE DISK IS SET FLUSH WITH GROUND NORTHWEST OF STATION
 CB0870'AND STAMPED LIPAN NO. 3 1935.
 CB0870'
 CB0870'AZIMUTH MARK NOT SEARCHED FOR.
 CB0870
 CB0870                          STATION RECOVERY (1970)
 CB0870
 CB0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 CB0870'THE STATION WAS RECOVERED AS DESCRIBED AND REFERENCE MARK
 CB0870'NUMBER ONE.  REFERENCE MARK NUMBER TWO AND THREE WERE NOT
 CB0870'RECOVERED BUT ARE NO DOUBT STILL THERE AS THE AREA HAS BEEN DRUG
 CB0870'AND TORN UP BY A BULLDOZER RIPPING OUT SMALL TREES AND BRUSH
 CB0870'FOR BETTER PASTURELAND.
 CB0870'
 CB0870'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.  A
 CB0870'FOUR-WHEEL-DRIVE VEHICLE CAN BE DRIVEN ALL THE WAY TO THE
 CB0870'STATION AS PER ROUTE DESCRIBED IN FORMER DESCRIPTION.
 CB0870'
 CB0870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11
 CB0870'MILES ENE OF CHRISTOVAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0985 ***********************************************************************
 CT0985  DESIGNATION -  LIPAN
 CT0985  PID         -  CT0985
 CT0985  STATE/COUNTY-  TX/HOOD
 CT0985  USGS QUAD   -  LIPAN (1984)
 CT0985
 CT0985                         *CURRENT SURVEY CONTROL
 CT0985  ___________________________________________________________________
 CT0985* NAD 83(1993)-  32 30 07.83326(N)    098 00 54.38466(W)     ADJUSTED  
 CT0985* NAVD 88     -       331.4    (meters)    1087.     (feet)  VERTCON   
 CT0985  ___________________________________________________________________
 CT0985  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 CT0985  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CT0985
 CT0985  HORZ ORDER  -  THIRD
 CT0985
 CT0985.The horizontal coordinates were established by classical geodetic methods
 CT0985.and adjusted by the National Geodetic Survey in February 1996..
 CT0985
 CT0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0985
 CT0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0985
 CT0985.The geoid height was determined by GEOID03.
 CT0985
 CT0985;                    North         East     Units Scale Factor Converg.
 CT0985;SPC TXNC     - 2,092,755.446   645,563.705   MT  0.99991829   +0 15 52.0
 CT0985;SPC TXNC     - 6,865,981.83  2,117,986.92   sFT  0.99991829   +0 15 52.0
 CT0985;UTM  14      - 3,596,527.622   592,519.757   MT  0.99970555   +0 31 45.3
 CT0985
 CT0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0985!SPC TXNC     -   0.99995247  x   0.99991829  =   0.99987076
 CT0985!UTM  14      -   0.99995247  x   0.99970555  =   0.99965803
 CT0985
 CT0985:                Primary Azimuth Mark                     Grid Az
 CT0985:SPC TXNC     -  DOUBLE MOUNTAIN                          282 35 34.2
 CT0985:UTM  14      -  DOUBLE MOUNTAIN                          282 19 40.9
 CT0985
 CT0985|---------------------------------------------------------------------|
 CT0985| PID    Reference Object                     Distance      Geod. Az  |
 CT0985|                                                           dddmmss.s |
 CT0985| CT0986 DOUBLE MOUNTAIN                     APPROX. 9.8 KM 2825126.2 |
 CT0985|---------------------------------------------------------------------|
 CT0985
 CT0985                          SUPERSEDED SURVEY CONTROL
 CT0985
 CT0985  NAD 83(1986)-  32 30 07.83565(N)    098 00 54.36872(W) AD(       ) 3
 CT0985  NAD 27      -  32 30 07.35770(N)    098 00 53.23757(W) AD(       ) 3
 CT0985  NGVD 29 (07/19/86)  331.3    (m)         1087.     (f) VERT ANG       
 CT0985
 CT0985.Superseded values are not recommended for survey control.
 CT0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0985.See file dsdata.txt to determine how the superseded data were derived.
 CT0985
 CT0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA9252096528(NAD 83)
 CT0985_MARKER: DS = TRIANGULATION STATION DISK
 CT0985_SETTING: 66 = SET IN ROCK OUTCROP
 CT0985_PROJECTION: FLUSH
 CT0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0985+STABILITY: POSITION/ELEVATION WELL
 CT0985
 CT0985  HISTORY     - Date     Condition        Report By
 CT0985  HISTORY     - 1958     MONUMENTED       USGS
 CT0985  HISTORY     - 1959     GOOD             USGS
 CT0985  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0985
 CT0985                          STATION DESCRIPTION
 CT0985
 CT0985'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0985'STATION IS LOCATED ABOUT 2.3 MI. (AIRLINE) SE. OF LIPAN, HOOD COUNTY,
 CT0985'TEXAS.  ON TOP OF A PROMINENT BALD ROUND KNOB AND DIRECTLY ABOVE AND
 CT0985'E. OF A CALICHE PIT.
 CT0985'TO REACH STATION FROM JUNCTION OF F.M. ROADS 1189 AND 4 AT LIPAN, GO
 CT0985'E. ON F.M. ROAD 4 FOR 1.7 MI. TO JUNCTION WITH DIRT RD. TO SE., TURN
 CT0985'RIGHT (SE.) AND GO 0.7 MI. TO GATE ON RIGHT, GO THRU GATE AND GO 0.1
 CT0985'MI. TO CALICHE PIT.  STATION IS ON HIGHEST PART OF KNOLL ABOUT 75 YDS.
 CT0985'S. OF CALICHE PIT.
 CT0985'STATION RECOVERED IN GOOD CONDITION BY USGS IN 1959.
 CT0985'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN BURIED
 CT0985'LIMESTONE BOULDER PROJECTING 0.2 FT. ABOVE GROUND, STAMPED---LIPAN
 CT0985'1958---.
 CT0985
 CT0985                          STATION RECOVERY (1959)
 CT0985
 CT0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CT0985'STATION IS LOCATED ABOUT 2.3 MI. (AIRLINE) SE. OF LIPAN, HOOD COUNTY,
 CT0985'TEXAS.  ON TOP OF A PROMINENT BALD ROUND KNOB AND DIRECTLY ABOVE AND
 CT0985'E. OF A CALICHE PIT.
 CT0985'
 CT0985'TO REACH STATION FROM JUNCTION OF F.M. ROADS 1189 AND 4 AT LIPAN, GO
 CT0985'E. ON F.M. ROAD 4 FOR 1.7 MI. TO JUNCTION WITH DIRT RD. TO SE., TURN
 CT0985'RIGHT (SE.) AND GO 0.7 MI. TO GATE ON RIGHT, GO THRU GATE AND GO 0.1
 CT0985'MI. TO CALICHE PIT.  STATION IS ON HIGHEST PART OF KNOLL ABOUT 75 YDS.
 CT0985'S. OF CALICHE PIT.
 CT0985'
 CT0985'STATION RECOVERED IN GOOD CONDITION.
 CT0985'
 CT0985'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN BURIED
 CT0985'LIMESTONE BOULDER PROJECTING 0.2 FT. ABOVE GROUND, STAMPED ---LIPAN
 CT0985'1958---.
 CT0985
 CT0985                          STATION RECOVERY (2004)
 CT0985
 CT0985'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0992 ***********************************************************************
 GK0992  DESIGNATION -  LIPSCOMB LUTH CH STEEPLE
 GK0992  PID         -  GK0992
 GK0992  STATE/COUNTY-  TX/LIPSCOMB
 GK0992  USGS QUAD   -  LIPSCOMB (1972)
 GK0992
 GK0992                         *CURRENT SURVEY CONTROL
 GK0992  ___________________________________________________________________
 GK0992* NAD 83(1993)-  36 13 47.86438(N)    100 16 12.14492(W)     ADJUSTED  
 GK0992* NAVD 88     -                                                        
 GK0992  ___________________________________________________________________
 GK0992  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 GK0992  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GK0992
 GK0992  HORZ ORDER  -  THIRD
 GK0992
 GK0992.The horizontal coordinates were established by classical geodetic methods
 GK0992.and adjusted by the National Geodetic Survey in February 1996..
 GK0992
 GK0992
 GK0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0992
 GK0992.The geoid height was determined by GEOID03.
 GK0992
 GK0992;                    North         East     Units Scale Factor Converg.
 GK0992;SPC TX N     - 1,248,082.802   310,573.236   MT  1.00001121   +0 42 46.1
 GK0992;SPC TX N     - 4,094,751.66  1,018,939.03   sFT  1.00001121   +0 42 46.1
 GK0992;UTM  14      - 4,010,202.838   385,864.694   MT  0.99976051   -0 45 02.6
 GK0992
 GK0992                          SUPERSEDED SURVEY CONTROL
 GK0992
 GK0992  NAD 83(1993)-  36 13 47.86454(N)    100 16 12.14487(W) AD(       ) 4
 GK0992  NAD 83(1986)-  36 13 47.87061(N)    100 16 12.13317(W) AD(       ) 4
 GK0992  NAD 27      -  36 13 47.73500(N)    100 16 10.65500(W) AD(       ) 3
 GK0992
 GK0992.Superseded values are not recommended for survey control.
 GK0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0992.See file dsdata.txt to determine how the superseded data were derived.
 GK0992
 GK0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8586510203(NAD 83)
 GK0992_MARKER: 91 = CHURCH CROSS
 GK0992
 GK0992  HISTORY     - Date     Condition        Report By
 GK0992  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0992
 GK0992                          STATION DESCRIPTION
 GK0992
 GK0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0992'THE LIPSCOMB LUTHERAN CHURCH IS LOCATED IN THE SOUTH PART
 GK0992'OF THE TOWN OF LIPSCOMB.  THE STEEPLE IS PAINTED WHITE WITH A
 GK0992'SLATE COLORED ROOF.
 GK0992'
 GK0992'THE WHITE CROSS ON TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2793 ***********************************************************************
 CS2793  DESIGNATION -  LISBON VETERANS HOSPITAL TANK
 CS2793  PID         -  CS2793
 CS2793  STATE/COUNTY-  TX/DALLAS
 CS2793  USGS QUAD   -  OAK CLIFF (1981)
 CS2793
 CS2793                         *CURRENT SURVEY CONTROL
 CS2793  ___________________________________________________________________
 CS2793* NAD 83(1993)-  32 41 51.26316(N)    096 47 18.63336(W)     ADJUSTED  
 CS2793* NAVD 88     -                                                        
 CS2793  ___________________________________________________________________
 CS2793  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 CS2793  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CS2793
 CS2793  HORZ ORDER  -  THIRD
 CS2793
 CS2793.The horizontal coordinates were established by classical geodetic methods
 CS2793.and adjusted by the National Geodetic Survey in February 1996..
 CS2793
 CS2793
 CS2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2793
 CS2793.The geoid height was determined by GEOID03.
 CS2793
 CS2793;                    North         East     Units Scale Factor Converg.
 CS2793;SPC TXNC     - 2,115,624.373   760,463.252   MT  0.99989160   +0 56 00.4
 CS2793;SPC TXNC     - 6,941,010.96  2,494,953.19   sFT  0.99989160   +0 56 00.4
 CS2793;UTM  14      - 3,619,922.635   707,311.767   MT  1.00012998   +1 11 42.3
 CS2793
 CS2793                          SUPERSEDED SURVEY CONTROL
 CS2793
 CS2793  NAD 83(1986)-  32 41 51.26962(N)    096 47 18.61566(W) AD(       ) 4
 CS2793  NAD 27      -  32 41 50.79500(N)    096 47 17.62200(W) AD(       ) 3
 CS2793
 CS2793.Superseded values are not recommended for survey control.
 CS2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2793.See file dsdata.txt to determine how the superseded data were derived.
 CS2793
 CS2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0731219923(NAD 83)
 CS2793_MARKER: 53 = ELEVATED TANK
 CS2793
 CS2793  HISTORY     - Date     Condition        Report By
 CS2793  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2793  HISTORY     - 1960     GOOD             CGS
 CS2793  HISTORY     - 1966     GOOD             CGS
 CS2793  HISTORY     - 1969     GOOD             CGS
 CS2793  HISTORY     - 1985     GOOD             USPSQD
 CS2793  HISTORY     - 19910829 GOOD             USPSQD
 CS2793  HISTORY     - 20000212 GOOD             USPSQD
 CS2793
 CS2793                          STATION DESCRIPTION
 CS2793
 CS2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2793'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF THE CITY
 CS2793'OF DALLAS, 1/2 MILE EAST-SOUTHEAST OF LISBON, 1/4 MILE NORTHEAST
 CS2793'OF VETERANS HOSPITAL AND 120 FEET SOUTH OF THE CENTERLINE OF
 CS2793'ANN ARBOR AVE.
 CS2793'
 CS2793'THE TANK IS OF STEEL CONSTRUCTION, 110 FEET HIGH, PAINTED SILVER
 CS2793'AND 40 FEET WIDE AT THE BASE.
 CS2793'
 CS2793'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2793'
 CS2793'TO REACH THE STATION FROM THE STOP LIGHT AND THE BRICK SCHOOL
 CS2793'BUILDING IN LISBON, GO SOUTH ON STATE HIGHWAY 342 AND LANCASTER
 CS2793'AVE. FOR 0.1 MILE TO ANN ARBOR AVE. TO THE LEFT.  TURN LEFT AND
 CS2793'GO EAST ON ANN ARBOR AVE. FOR 0.4 MILE TO THE STATION ON
 CS2793'THE RIGHT.
 CS2793
 CS2793                          STATION RECOVERY (1960)
 CS2793
 CS2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2793'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2793'
 CS2793'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2793
 CS2793                          STATION RECOVERY (1966)
 CS2793
 CS2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WEB)
 CS2793'STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN
 CS2793'GOOD CONDITION.
 CS2793
 CS2793                          STATION RECOVERY (1969)
 CS2793
 CS2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 CS2793'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CS2793'
 CS2793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 CS2793'SOUTHERN PART OF DALLAS, TEXAS
 CS2793
 CS2793                          STATION RECOVERY (1985)
 CS2793
 CS2793'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2793'RECOVERED IN GOOD CONDITION.
 CS2793
 CS2793                          STATION RECOVERY (1991)
 CS2793
 CS2793'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2793'RECOVERED IN GOOD CONDITION.
 CS2793
 CS2793                          STATION RECOVERY (2000)
 CS2793
 CS2793'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2654 ***********************************************************************
 AX2654  DESIGNATION -  LISSIE RICE MILL
 AX2654  PID         -  AX2654
 AX2654  STATE/COUNTY-  TX/WHARTON
 AX2654  USGS QUAD   -  LISSIE (1981)
 AX2654
 AX2654                         *CURRENT SURVEY CONTROL
 AX2654  ___________________________________________________________________
 AX2654* NAD 83(1993)-  29 33 29.65361(N)    096 13 42.42327(W)     ADJUSTED  
 AX2654* NAVD 88     -                                                        
 AX2654  ___________________________________________________________________
 AX2654  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AX2654  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX2654
 AX2654  HORZ ORDER  -  THIRD
 AX2654
 AX2654.The horizontal coordinates were established by classical geodetic methods
 AX2654.and adjusted by the National Geodetic Survey in February 1996..
 AX2654
 AX2654
 AX2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2654
 AX2654.The geoid height was determined by GEOID03.
 AX2654
 AX2654;                    North         East     Units Scale Factor Converg.
 AX2654;SPC TXSC     - 4,194,347.326   868,533.083   MT  0.99987081   +1 21 28.1
 AX2654;SPC TXSC     -13,760,954.52  2,849,512.29   sFT  0.99987081   +1 21 28.1
 AX2654;UTM  14      - 3,273,041.702   768,539.626   MT  1.00048989   +1 22 05.0
 AX2654
 AX2654                          SUPERSEDED SURVEY CONTROL
 AX2654
 AX2654  NAD 83(1986)-  29 33 29.66788(N)    096 13 42.40797(W) AD(       ) 4
 AX2654  NAD 27      -  29 33 28.80200(N)    096 13 41.53900(W) AD(       ) 3
 AX2654
 AX2654.Superseded values are not recommended for survey control.
 AX2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2654.See file dsdata.txt to determine how the superseded data were derived.
 AX2654
 AX2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6854073042(NAD 83)
 AX2654_MARKER: 65 = GRAIN ELEVATOR
 AX2654
 AX2654  HISTORY     - Date     Condition        Report By
 AX2654  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2654
 AX2654                          STATION DESCRIPTION
 AX2654
 AX2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2654'THIS INTERSECTION STATION IS THE ELEVATOR OF THE RICE MILL IN
 AX2654'LISSIE.  THE MILL IS LOCATED ON THE NORTHERLY SIDE OF THE
 AX2654'RAILROAD BY THE LISSIE STATION.  THE ELEVATOR IS ABOUT 80 FEET
 AX2654'HIGH AND 12 FEET SQUARE.  THE ENTIRE STRUCTURE IS COVERED
 AX2654'WITH SHEET METAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1300 ***********************************************************************
 AJ1300  DESIGNATION -  LITTLE
 AJ1300  PID         -  AJ1300
 AJ1300  STATE/COUNTY-  TX/JIM HOGG
 AJ1300  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1300
 AJ1300                         *CURRENT SURVEY CONTROL
 AJ1300  ___________________________________________________________________
 AJ1300* NAD 83(1993)-  27 18 38.58584(N)    098 40 55.91023(W)     ADJUSTED  
 AJ1300* NAVD 88     -       172.9    (meters)     567.     (feet)  VERTCON   
 AJ1300  ___________________________________________________________________
 AJ1300  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AJ1300  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AJ1300
 AJ1300  HORZ ORDER  -  FIRST
 AJ1300
 AJ1300.The horizontal coordinates were established by classical geodetic methods
 AJ1300.and adjusted by the National Geodetic Survey in February 1996..
 AJ1300
 AJ1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1300
 AJ1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1300
 AJ1300.The geoid height was determined by GEOID03.
 AJ1300
 AJ1300;                    North         East     Units Scale Factor Converg.
 AJ1300;SPC TX S     - 5,182,160.919   281,967.639   MT  0.99990933   -0 04 57.8
 AJ1300;SPC TX S     -17,001,806.28    925,088.83   sFT  0.99990933   -0 04 57.8
 AJ1300;UTM  14      - 3,020,890.924   531,443.825   MT  0.99961220   +0 08 44.9
 AJ1300
 AJ1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1300!SPC TX S     -   0.99997677  x   0.99990933  =   0.99988610
 AJ1300!UTM  14      -   0.99997677  x   0.99961220  =   0.99958898
 AJ1300
 AJ1300|---------------------------------------------------------------------|
 AJ1300| PID    Reference Object                     Distance      Geod. Az  |
 AJ1300|                                                           dddmmss.s |
 AJ1300| CV2591 LITTLE RM 1                          16.687 METERS 07141     |
 AJ1300| AJ1297 HEBBRONVILLE DOERFLER N MAST        APPROX. 1.8 KM 0944244.1 |
 AJ1300| CV2592 LITTLE RM 2                          15.153 METERS 22537     |
 AJ1300| CV2593 LITTLE RM 3                                        2755629.5 |
 AJ1300|---------------------------------------------------------------------|
 AJ1300
 AJ1300                          SUPERSEDED SURVEY CONTROL
 AJ1300
 AJ1300  NAD 83(1986)-  27 18 38.59067(N)    098 40 55.88299(W) AD(       ) 1
 AJ1300  NAD 27      -  27 18 37.44627(N)    098 40 54.81888(W) AD(       ) 1
 AJ1300  NGVD 29 (07/19/86)  172.9    (m)          567.     (f) VERT ANG       
 AJ1300
 AJ1300.Superseded values are not recommended for survey control.
 AJ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1300.See file dsdata.txt to determine how the superseded data were derived.
 AJ1300
 AJ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3144420891(NAD 83)
 AJ1300_MARKER: DS = TRIANGULATION STATION DISK
 AJ1300_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1300_STAMPING: LITTLE 1974
 AJ1300_MARK LOGO: NGS   
 AJ1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1300+STABILITY: POSITION/ELEVATION WELL
 AJ1300
 AJ1300  HISTORY     - Date     Condition        Report By
 AJ1300  HISTORY     - 1974     MONUMENTED       NGS
 AJ1300  HISTORY     - 20000214 GOOD             LOCSUR
 AJ1300
 AJ1300                          STATION DESCRIPTION
 AJ1300
 AJ1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1300'THE STATION IS NEAR THE LITTLE LEAGUE BALL PARK IN HEBBRONVILLE.  TO
 AJ1300'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 359 IN
 AJ1300'HEBBRONVILLE, GO SOUTH ON STATE HIGHWAY 16 FOR 0.15 MILE TO THE
 AJ1300'JUNCTION WITH WEST NORTH STREET.  TURN RIGHT AND GO WEST ON WEST
 AJ1300'NORTH STREET FOR 0.2 MILE TO THE BALL PARK AND THE STATION ON THE
 AJ1300'LEFT.
 AJ1300'
 AJ1300'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON WEST NORTH
 AJ1300'STREET FOR 0.4 MILE TO THE JUNCTION WITH DAGMAR AVENUE AND THE MARK
 AJ1300'IN THE NORTHEAST ANGLE OF THE ROADS.
 AJ1300'
 AJ1300'STATION MARK IS A STANDARD DISK, STAMPED LITTLE 1974, CEMENTED IN A
 AJ1300'DRILL HOLE IN ROCK OUTCROP, THAT IS 6 INCHES BELOW THE GROUND
 AJ1300'SURFACE.  IT IS 44.0 FEET SOUTH OF THE CENTER OF WEST NORTH STREET,
 AJ1300'36.8 FEET NORTH OF A FENCE AROUND THE BALL PARK AND 32.0 FEET
 AJ1300'NORTH OF A LIGHT POLE.
 AJ1300'
 AJ1300'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LITTLE NO 1 1974, SET IN
 AJ1300'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AJ1300'WITH THE GROUND.  IT IS 72.0 FEET NORTHEAST OF THE LIGHT POLE, 52.5
 AJ1300'FEET NORTH OF THE FENCE AROUND THE BALL PARK, 25.0 FEET SOUTH OF
 AJ1300'THE CENTER OF WEST NORTH STREET AND ABOUT THE SAME ELEVATION AS THE
 AJ1300'STATION.
 AJ1300'
 AJ1300'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LITTLE NO 2 1974, SET
 AJ1300'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AJ1300'WITH THE GROUND.  IT IS 79.0 FEET SOUTH OF THE CENTER OF WEST NORTH
 AJ1300'STREET, 33 FEET WEST OF THE LIGHT POLE, 3.0 FEET NORTH OF THE
 AJ1300'FENCE AROUND THE BALL PARK AND ABOUT THE SAME ELEVATION AS THE
 AJ1300'STATION.
 AJ1300'
 AJ1300'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LITTLE NO 3 1974, SET
 AJ1300'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1300'6 INCHES ABOVE THE GROUND.  IT IS 31.0 FEET EAST OF THE CENTER OF
 AJ1300'DAGMAR STREET, 24.0 FEET NORTH OF THE CENTER OF WEST NORTH STREET,
 AJ1300'7.5 FEET SOUTH OF A FENCE CORNER POST AND 1.8 FEET EAST OF A
 AJ1300'WITNESS POST.
 AJ1300'
 AJ1300'HEIGHT OF LIGHT ABOVE STATION MARK 19.6 METERS.
 AJ1300'
 AJ1300'NEAREST TOWN--IN HEBBRONVILLE.
 AJ1300
 AJ1300                          STATION RECOVERY (2000)
 AJ1300
 AJ1300'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (BB)
 AJ1300'FROM THE INTERSECTION OF HIGHWAY 359 AND HWY 16 IN HEBBRONVILLE, GO
 AJ1300'SOUTH 2 BLOCKS, TURN WEST ON (W NORTH ST) FOR 3 BLOCKS TO (N RIGMA
 AJ1300'AVE) .  MARK IS NORTH OF LITTLE LEAGUE FIELD.  LITTLE RM 2 IS IN FIRST
 AJ1300'BASE FENCE LINE WEST OF BULLPEN.  LITTLE IS 49.6 FEET (15.1 M) FROM RM
 AJ1300'2, 32.6 FEET (9.9 M) NORTHEAST OF WEST BULLPEN CORNER, 58.0 FEET (17.7
 AJ1300'M) NORTHWEST FROM EAST BULLPEN CORNER, 51 FEET (15.5 M) SOUTH OF
 AJ1300'CENTERLINE OF NORTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0990 ***********************************************************************
 GK0990  DESIGNATION -  LITTLE
 GK0990  PID         -  GK0990
 GK0990  STATE/COUNTY-  TX/LIPSCOMB
 GK0990  USGS QUAD   -  LIPSCOMB (1972)
 GK0990
 GK0990                         *CURRENT SURVEY CONTROL
 GK0990  ___________________________________________________________________
 GK0990* NAD 83(1993)-  36 07 44.68140(N)    100 21 46.35630(W)     ADJUSTED  
 GK0990* NAVD 88     -       840.     (meters)    2756.     (feet)  SCALED    
 GK0990  ___________________________________________________________________
 GK0990  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GK0990  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GK0990
 GK0990  HORZ ORDER  -  SECOND
 GK0990
 GK0990.The horizontal coordinates were established by classical geodetic methods
 GK0990.and adjusted by the National Geodetic Survey in February 1996..
 GK0990
 GK0990.The orthometric height was scaled from a topographic map.
 GK0990
 GK0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0990
 GK0990.The geoid height was determined by GEOID03.
 GK0990
 GK0990;                    North         East     Units Scale Factor Converg.
 GK0990;SPC TX N     - 1,236,789.297   302,356.381   MT  0.99998779   +0 39 32.4
 GK0990;SPC TX N     - 4,057,699.55    991,980.89   sFT  0.99998779   +0 39 32.4
 GK0990;UTM  14      - 3,999,125.328   377,364.083   MT  0.99978531   -0 48 13.2
 GK0990
 GK0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0990!SPC TX N     -   0.99987253  x   0.99998779  =   0.99986033
 GK0990!UTM  14      -   0.99987253  x   0.99978531  =   0.99965787
 GK0990
 GK0990:                Primary Azimuth Mark                     Grid Az
 GK0990:SPC TX N     -  FOLLETT FARMERS GRAIN ELEVATOR           029 53 43.3
 GK0990:UTM  14      -  FOLLETT FARMERS GRAIN ELEVATOR           031 21 28.9
 GK0990
 GK0990|---------------------------------------------------------------------|
 GK0990| PID    Reference Object                     Distance      Geod. Az  |
 GK0990|                                                           dddmmss.s |
 GK0990| GK0976 FOLLETT FARMERS GRAIN ELEVATOR      APPROX.38.8 KM 0303315.7 |
 GK0990| CK9291 LITTLE RM 1                          12.479 METERS 10000     |
 GK0990| CK9289 LITTLE AZ MK                                       2062835.0 |
 GK0990| CK9290 LITTLE AZ MK 3                                     2142517.8 |
 GK0990| CK9292 LITTLE RM 2                          13.095 METERS 34828     |
 GK0990|---------------------------------------------------------------------|
 GK0990
 GK0990                          SUPERSEDED SURVEY CONTROL
 GK0990
 GK0990  NAD 83(1993)-  36 07 44.68162(N)    100 21 46.35625(W) AD(       ) 2
 GK0990  NAD 83(1986)-  36 07 44.68774(N)    100 21 46.34467(W) AD(       ) 2
 GK0990  NAD 27      -  36 07 44.54800(N)    100 21 44.85900(W) AD(       ) 2
 GK0990
 GK0990.Superseded values are not recommended for survey control.
 GK0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0990.See file dsdata.txt to determine how the superseded data were derived.
 GK0990
 GK0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7736499125(NAD 83)
 GK0990_MARKER: DS = TRIANGULATION STATION DISK
 GK0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0990
 GK0990  HISTORY     - Date     Condition        Report By
 GK0990  HISTORY     - 1952     MONUMENTED       CGS
 GK0990  HISTORY     - 1952     GOOD             CGS
 GK0990
 GK0990                          STATION DESCRIPTION
 GK0990
 GK0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0990'THE STATION IS LOCATED IN THE PASTURE LAND OWNED BY MR. TUBB.
 GK0990'IT IS LOCATED AIRLINE ABOUT 1/2 MILE NORTH-NORTHEAST OF
 GK0990'MR. TUBBS RANCH HOME, ABOUT 1-1/4 MILES NORTH-NORTHEAST OF
 GK0990'THE LOCUST GROVE SCHOOL HOUSE, AND ABOUT 8-1/2 MILES SOUTHWEST
 GK0990'OF LIPSCOMB.
 GK0990'
 GK0990'THE STATION IS A STANDARD DISK STAMPED LITTLE 1952 SET IN
 GK0990'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 GK0990'4 INCHES ABOVE THE GROUND.  IT IS 8 FEET NORTH OF AN EAST-WEST
 GK0990'FENCE LINE, 1/4 MILE EAST OF THE CENTER LINE OF A DIRT FARM
 GK0990'ROAD, AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.
 GK0990'
 GK0990'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LITTLE
 GK0990'NO 1 1952 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GK0990'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT 1
 GK0990'FOOT LOWER THAN THE STATION.  IT IS 1 FOOT NORTH OF AN EAST-WEST
 GK0990'FENCE LINE.
 GK0990'
 GK0990'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LITTLE
 GK0990'NO 2 1952 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GK0990'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 1
 GK0990'FOOT LOWER THAN THE STATION.
 GK0990'
 GK0990'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LITTLE 1952 SET
 GK0990'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GK0990'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 24 FEET EAST OF THE
 GK0990'CENTER LINE OF A DIRT FARM ROAD, 4 FEET SOUTH OF A WHITE
 GK0990'WITNESS POST, AND 1 FOOT EAST OF A TELEPHONE POLE.
 GK0990'
 GK0990'TO REACH THE STATION FROM THE POST OFFICE IN LIPSCOMB, GO
 GK0990'WEST FOR 0.25 MILE.  TURN LEFT, SOUTH, AND FOLLOW STATE HIGHWAY
 GK0990'305 FOR 2.2 MILES TO A CROSS ROAD.  TURN RIGHT AND GO WEST
 GK0990'FOR 5.1 MILES TO A SIDE ROAD, LEFT.  TURN LEFT, SOUTH,
 GK0990'AND GO 5.0 MILES TO A T FENCE CORNER ON THE LEFT, JUST BEFORE
 GK0990'REACHING MR. TUBBS RANCH HOME.  TURN LEFT, PASS THROUGH THE
 GK0990'WIRE GATE, AND FOLLOW ALONG THE NORTH SIDE OF AN EAST-WEST
 GK0990'FENCE LINE FOR 0.25 MILE TO THE TOP OF THE HILL AND THE
 GK0990'STATION.
 GK0990'
 GK0990'TO REACH THE AZIMUTH MARK FROM THE T FENCE CORNER, CONTINUE
 GK0990'SOUTH ON THE DIRT FARM ROAD FOR 0.5 MILE TO A TELEPHONE POLE
 GK0990'AND THE AZIMUTH MARK ON THE LEFT, EAST, SIDE OF THE ROAD.
 GK0990
 GK0990                          STATION RECOVERY (1952)
 GK0990
 GK0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JL)
 GK0990'ALL MARKS AT THIS STATION WERE RECOVERED IN GOOD CONDITION
 GK0990'AS DESCRIBED.  DUE TO NEW HIGHWAY CONSTRUCTION, IT WAS NECESSARY
 GK0990'TO DESTROY THE AZIMUTH MARK AFTER A NEW ONE WAS ESTABLISHED IN
 GK0990'THE VICINITY.
 GK0990'
 GK0990'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED LITTLE
 GK0990'1952 NO. 3 1952, SET IN A CONCRETE MONUMENT, 20 YARDS WEST
 GK0990'OF THE APPROXIMATE CENTERLINE OF THE ROAD, 22 YARDS SOUTH OF
 GK0990'THE CENTER-LINE OF THE ROAD LEADING WEST TO THE ROGERS RANCH
 GK0990'HOUSE AND IS THE SOUTH-EAST CORNER OF THE YARD AREA IN THE
 GK0990'FRONT OF THE HOUSE.  IT IS 1 FOOT NORTH OF THE EAST-WEST
 GK0990'FENCE AND PROJECTS ABOUT 8 INCHES.  IT IS ABOUT 0.3 MILE S.S.W.
 GK0990'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1044 ***********************************************************************
 CT1044  DESIGNATION -  LITTLE CONE ET
 CT1044  PID         -  CT1044
 CT1044  STATE/COUNTY-  TX/STEPHENS
 CT1044  USGS QUAD   -  BRECKENRIDGE (1958)
 CT1044
 CT1044                         *CURRENT SURVEY CONTROL
 CT1044  ___________________________________________________________________
 CT1044* NAD 83(1993)-  32 51 23.46815(N)    098 59 09.95173(W)     ADJUSTED  
 CT1044* NAVD 88     -       397.8    (meters)    1305.     (feet)  VERTCON   
 CT1044  ___________________________________________________________________
 CT1044  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CT1044  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CT1044
 CT1044  HORZ ORDER  -  THIRD
 CT1044
 CT1044.The horizontal coordinates were established by classical geodetic methods
 CT1044.and adjusted by the National Geodetic Survey in February 1996..
 CT1044
 CT1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1044
 CT1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1044
 CT1044.The geoid height was determined by GEOID03.
 CT1044
 CT1044;                    North         East     Units Scale Factor Converg.
 CT1044;SPC TXNC     - 2,132,047.635   554,504.917   MT  0.99987839   -0 15 54.4
 CT1044;SPC TXNC     - 6,994,892.95  1,819,238.22   sFT  0.99987839   -0 15 54.4
 CT1044;UTM  14      - 3,635,380.887   501,300.793   MT  0.99960002   +0 00 27.2
 CT1044
 CT1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1044!SPC TXNC     -   0.99994215  x   0.99987839  =   0.99982055
 CT1044!UTM  14      -   0.99994215  x   0.99960002  =   0.99954220
 CT1044
 CT1044:                Primary Azimuth Mark                     Grid Az
 CT1044:SPC TXNC     -  BRECKENRIDGE TANK                        140 11 33.2
 CT1044:UTM  14      -  BRECKENRIDGE TANK                        139 55 11.6
 CT1044
 CT1044|---------------------------------------------------------------------|
 CT1044| PID    Reference Object                     Distance      Geod. Az  |
 CT1044|                                                           dddmmss.s |
 CT1044| CT1042 BRECKENRIDGE TANK                   APPROX.13.9 KM 1395538.8 |
 CT1044| DO0774 TP LUSK                             APPROX.16.0 KM 3561918.3 |
 CT1044|---------------------------------------------------------------------|
 CT1044
 CT1044                          SUPERSEDED SURVEY CONTROL
 CT1044
 CT1044  NAD 83(1993)-  32 51 23.47109(N)    098 59 09.94379(W) AD(       ) 3
 CT1044  NAD 83(1986)-  32 51 23.46979(N)    098 59 09.94306(W) AD(       ) 3
 CT1044  NAD 27      -  32 51 23.05031(N)    098 59 08.69027(W) AD(       ) 3
 CT1044  NGVD 29 (07/19/86)  397.7    (m)         1305.     (f) VERT ANG       
 CT1044
 CT1044.Superseded values are not recommended for survey control.
 CT1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1044.See file dsdata.txt to determine how the superseded data were derived.
 CT1044
 CT1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB0130135381(NAD 83)
 CT1044
 CT1044  HISTORY     - Date     Condition        Report By
 CT1044  HISTORY     - UNK      MONUMENTED
 CT1044  HISTORY     - 1965     GOOD             USGS
 CT1044
 CT1044                          STATION DESCRIPTION
 CT1044
 CT1044'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT1044'STATION IS LOCATED APPROXIMATELY 5 MI. W. OF AND 7 MI. N. OF
 CT1044'BRECKENRIDGE, ABOUT 0.5 MI. SW. OF U.S. HIGHWAY 183, ON THE HIGHEST
 CT1044'TIMBERED POINT IN THE VICINITY AND AT THE APPROXIMATE CENTER OF THE
 CT1044'TOP.
 CT1044'
 CT1044'TO REACH FROM BRECKENRIDGE AT THE JUNCTION OF U.S. HIGHWAYS 180 AND
 CT1044'183, GO N. ALONG U.S. HIGHWAY 183 8.9 MI. TO Y-JUNCTION WITH DIRT
 CT1044'RD. W., PROCEED W. ALONG DIRT RD. 1.0 MI. TO T-RD. S., CONTINUE
 CT1044'STRAIGHT AHEAD TO FARM HOUSE 0.1 MI. N. OF MAIN RD., TURN N. THROUGH
 CT1044'METAL GATE AT BUILDINGS, PROCEEDING NORTHERLY ALONG FIELD RD. 0.4 MI.
 CT1044'TO WIRE GATE, PROCEED ON FOOT EASTERLY TO FENCE CORNER, THENCE CLIMB
 CT1044'RIDGE FOLLOWING ALONG E. RIM, APPROXIMATELY 0.5 MI. NORTHEASTERLY TO
 CT1044'PROMINENT CONE SHAPED TOP AND STATION.  ON PROPERTY OWNED BY DOC
 CT1044'POWERS.
 CT1044'
 CT1044'STATION RECOVERED IN GOOD CONDITION.
 CT1044'
 CT1044'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN FLAT TOPPED
 CT1044'SANDSTONE OUTCROP AT GROUND LEVEL, STAMPED ---LITTLE CONE 1955-ET---.
 CT1044'
 CT1044'NOTE--ET ADDED IN 1965.
 CT1044'
 CT1044'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER SET IN SEAM OF
 CT1044'SANDSTONE BOULDER APPROXIMATELY 2 X 2 FT., AND PROJECTING 17 IN.
 CT1044'ABOVE GROUND, 8.51 FT. FROM STATION MARK, S 61 DEG 16 MIN E.
 CT1044'
 CT1044'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER SET IN SEAM OF S. POINT
 CT1044'OF OVERHANGING LEDGE OF SANDSTONE OUTCROP, 18.06 FT. FROM STATION
 CT1044'MARK, N 33 DEG 25 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0772 ***********************************************************************
 EN0772  DESIGNATION -  LITTLE RED
 EN0772  PID         -  EN0772
 EN0772  STATE/COUNTY-  TX/HALL
 EN0772  USGS QUAD   -  HEEL FLY DRAW (1985)
 EN0772
 EN0772                         *CURRENT SURVEY CONTROL
 EN0772  ___________________________________________________________________
 EN0772* NAD 83(1993)-  34 34 35.47355(N)    100 50 54.71661(W)     ADJUSTED  
 EN0772* NAVD 88     -       705.32   (+/-2cm)    2314.0    (feet)  VERTCON   
 EN0772  ___________________________________________________________________
 EN0772  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EN0772  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EN0772
 EN0772  HORZ ORDER  -  SECOND
 EN0772  VERT ORDER  -  THIRD ? (See Below)
 EN0772
 EN0772.The horizontal coordinates were established by classical geodetic methods
 EN0772.and adjusted by the National Geodetic Survey in February 1996..
 EN0772
 EN0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0772.The vertical order pertains to the NGVD 29 superseded value.
 EN0772
 EN0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0772
 EN0772.The geoid height was determined by GEOID03.
 EN0772
 EN0772;                    North         East     Units Scale Factor Converg.
 EN0772;SPC TX N     - 1,064,155.863   259,776.686   MT  1.00001784   +0 22 39.2
 EN0772;SPC TX N     - 3,491,318.03    852,284.01   sFT  1.00001784   +0 22 39.2
 EN0772;UTM  14      - 3,827,634.992   330,443.379   MT  0.99995437   -1 02 57.5
 EN0772
 EN0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0772!SPC TX N     -   0.99989366  x   1.00001784  =   0.99991150
 EN0772!UTM  14      -   0.99989366  x   0.99995437  =   0.99984804
 EN0772
 EN0772                          SUPERSEDED SURVEY CONTROL
 EN0772
 EN0772  NAD 83(1993)-  34 34 35.47487(N)    100 50 54.71443(W) AD(       ) 2
 EN0772  NAD 83(1986)-  34 34 35.47903(N)    100 50 54.70962(W) AD(       ) 2
 EN0772  NAD 27      -  34 34 35.26707(N)    100 50 53.20632(W) AD(       ) 2
 EN0772  NGVD 29 (01/19/93)  705.00   (m)         2313.0    (f) LEVELING    3  
 EN0772
 EN0772.Superseded values are not recommended for survey control.
 EN0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0772.See file dsdata.txt to determine how the superseded data were derived.
 EN0772
 EN0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3044327635(NAD 83)
 EN0772_MARKER: DD = SURVEY DISK
 EN0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0772+STABILITY: SURFACE MOTION
 EN0772
 EN0772  HISTORY     - Date     Condition        Report By
 EN0772  HISTORY     - 1954     MONUMENTED       USGS
 EN0772  HISTORY     - 1964     GOOD             USGS
 EN0772
 EN0772                          STATION DESCRIPTION
 EN0772
 EN0772'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0772'STATION IS LOCATED ABOUT 14.0 MI. AIRLINE NNE. OF TURKEY, 10.0 MI.
 EN0772'AIRLINE SW. OF LAKEVIEW ON THE HIGHEST POINT OF A SMALL HILL BETWEEN
 EN0772'THE LITTLE RED RIVER AND PRAIRIE DOG TOWN FORK OF THE RED RIVER.
 EN0772'
 EN0772'TO REACH FROM THE POST OFFICE IN TURKEY, GO E. ON STATE HIGHWAY 86
 EN0772'FOR 2.1 MI. TO INTERSECTION OF 86 AND STATE HGHWAY 70, GO LEFT (NW.)
 EN0772'ON 70 FOR 13.4 MI. TO TRACK RD. ON E., TURN RIGHT (E.) AND FOLLOW
 EN0772'TRACK RD., STAY ON TOP OF RIDGE FOR 7.0 MI., LEAVE RD. AND DRIVE
 EN0772'ACROSS COUNTRY TO E. FOR 0.1 MI. TO TOP OF HILL AND STATION.
 EN0772'
 EN0772'STATION MARK--A STANDARD TABLET STAMPED---LITTLE RED 1954 2314---,
 EN0772'SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0772'
 EN0772'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---LITTLE
 EN0772'RED NO. 1 1954---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 EN0772'FT. ABOVE GROUND, 42.62 FT. FROM STATION MARK BEARING S 46 12 E.
 EN0772'
 EN0772'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---LITTLE
 EN0772'RED NO. 2 1954---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2
 EN0772'FT. ABOVE GROUND, 50.98 FT. FROM STATION MARK BEARING S 89 26 W.
 EN0772
 EN0772                          STATION RECOVERY (1964)
 EN0772
 EN0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JCC)
 EN0772'THE STATION IS ABOUT 12-1/2 MILES NORTH OF TURKEY AND 3 MILES WEST OF
 EN0772'THE HALL-BRISCOE COUNTY LINE, ON TOP OF A BRUSH COVERED HILL.
 EN0772'
 EN0772'THE STATION IS A USGS BRONZE DISK, STAMPED LITTLE RED 1954 2313, SET
 EN0772'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST, THAT PROJECTS 2
 EN0772'INCHES.
 EN0772'
 EN0772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 86 IN
 EN0772'TURKEY, GO NORTH ON THE HIGHWAYS FOR 0.75 MILE TO WHERE THE HIGHWAYS
 EN0772'SEPARATE.  TURN LEFT AND CONTINUE NORTHERLY ON HIGHWAY 70 FOR 12.5
 EN0772'MILES TO THE JUNCTION WITH STATE HIGHWAY 256.  TURN RIGHT AND GO
 EN0772'NORTHEAST ON BOTH HIGHWAYS FOR 1.5 MILES TO A WIRE GATE ON THE
 EN0772'RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND GO EASTERLY ON
 EN0772'GRADED ROAD FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 EN0772'CONTINUE EASTERLY FOR 0.35 MILE TO A FORK.  TAKE THE RIGHT FORK
 EN0772'AND CONTINUE EASTERLY ON GRADED ROAD FOR 1.3 MILES TO A WIRE GATE.
 EN0772'PASS THROUGH GATE, PASSING TO THE RIGHT OF A CORRAL AND CONTINUE
 EN0772'EASTERLY FOR 1.35 MILES TO A SIDE ROAD LEFT.  CONTINUE AHEAD FOR 0.4
 EN0772'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.3 MILE TO A CORRAL.
 EN0772'CONTINUE EASTERLY ON GRADED ROAD FOR 2.0 MILES TO A FORK.  TAKE
 EN0772'THE LEFT FORK FOR 0.6 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 EN0772'CONTINUE AHEAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.4
 EN0772'MILE TO A SIDE ROAD LEFT.
 EN0772'
 EN0772'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LITTLE RED,
 EN0772'THE DISTANCE BEING 27.93 FEET OR 8.512 METERS EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0773 ***********************************************************************
 EN0773  DESIGNATION -  LITTLE RED
 EN0773  PID         -  EN0773
 EN0773  STATE/COUNTY-  TX/HALL
 EN0773  USGS QUAD   -  HEEL FLY DRAW (1985)
 EN0773
 EN0773                         *CURRENT SURVEY CONTROL
 EN0773  ___________________________________________________________________
 EN0773* NAD 83(1993)-  34 34 35.47222(N)    100 50 55.05057(W)     ADJUSTED  
 EN0773* NAVD 88     -       705.     (meters)    2313.     (feet)  SCALED    
 EN0773  ___________________________________________________________________
 EN0773  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EN0773  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EN0773
 EN0773  HORZ ORDER  -  SECOND
 EN0773
 EN0773.The horizontal coordinates were established by classical geodetic methods
 EN0773.and adjusted by the National Geodetic Survey in February 1996..
 EN0773
 EN0773.The orthometric height was scaled from a topographic map.
 EN0773
 EN0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0773
 EN0773.The geoid height was determined by GEOID03.
 EN0773
 EN0773;                    North         East     Units Scale Factor Converg.
 EN0773;SPC TX N     - 1,064,155.766   259,768.174   MT  1.00001784   +0 22 39.0
 EN0773;SPC TX N     - 3,491,317.71    852,256.08   sFT  1.00001784   +0 22 39.0
 EN0773;UTM  14      - 3,827,635.107   330,434.869   MT  0.99995440   -1 02 57.7
 EN0773
 EN0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0773!SPC TX N     -   0.99989366  x   1.00001784  =   0.99991150
 EN0773!UTM  14      -   0.99989366  x   0.99995440  =   0.99984807
 EN0773
 EN0773|---------------------------------------------------------------------|
 EN0773| PID    Reference Object                     Distance      Geod. Az  |
 EN0773|                                                           dddmmss.s |
 EN0773| EN0771 LITTLE RED USGS 1964 RM 2            24.050 METERS 08933     |
 EN0773| EN0772 LITTLE RED                            8.512 METERS 08943     |
 EN0773| CX8533 LITTLE RED AZ MK                                   2045025.6 |
 EN0773| EN0774 LITTLE RED USGS 1964 RM 1             9.085 METERS 35436     |
 EN0773|---------------------------------------------------------------------|
 EN0773
 EN0773                          SUPERSEDED SURVEY CONTROL
 EN0773
 EN0773  NAD 83(1993)-  34 34 35.47354(N)    100 50 55.04839(W) AD(       ) 2
 EN0773  NAD 83(1986)-  34 34 35.47769(N)    100 50 55.04358(W) AD(       ) 2
 EN0773  NAD 27      -  34 34 35.26573(N)    100 50 53.54027(W) AD(       ) 2
 EN0773
 EN0773.Superseded values are not recommended for survey control.
 EN0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0773.See file dsdata.txt to determine how the superseded data were derived.
 EN0773
 EN0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3043527635(NAD 83)
 EN0773_MARKER: DS = TRIANGULATION STATION DISK
 EN0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0773
 EN0773  HISTORY     - Date     Condition        Report By
 EN0773  HISTORY     - 1964     MONUMENTED       CGS
 EN0773
 EN0773                          STATION DESCRIPTION
 EN0773
 EN0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0773'THE STATION IS ABOUT 12-1/2 MILES NORTH OF TURKEY AND 3 MILES WEST
 EN0773'OF THE HALL-BRISCOE COUNTY LINE, ON TOP OF A BRUSH COVERED HILL.
 EN0773'
 EN0773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 86 IN
 EN0773'TURKEY, GO NORTH ON THE HIGHWAYS FOR 0.75 MILE TO WHERE THE HIGHWAYS
 EN0773'SEPARATE.  TURN LEFT AND CONTINUE NORTHERLY ON HIGHWAY 70 FOR 12.5
 EN0773'MILES TO THE JUNCTION WITH STATE HIGHWAY 256.  TURN RIGHT AND GO
 EN0773'NORTHEAST ON BOTH HIGHWAYS FOR 1.5 MILES TO A WIRE GATE ON THE
 EN0773'RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND GO EASTERLY ON
 EN0773'GRADED ROAD FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 EN0773'CONTINUE EASTERLY FOR 0.35 MILE TO A FORK.  TAKE THE RIGHT FORK
 EN0773'AND CONTINUE EASTERLY ON GRADED ROAD FOR 1.3 MILES TO A WIRE GATE.
 EN0773'PASS THROUGH GATE, PASSING TO THE RIGHT OF A CORRAL AND CONTINUE
 EN0773'EASTERLY FOR 1.35 MILES TO A SIDE ROAD LEFT.  CONTINUE AHEAD FOR 0.4
 EN0773'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.3 MILE TO A CORRAL.
 EN0773'CONTINUE EASTERLY ON GRADED ROAD FOR 2.0 MILES TO A FORK.  TAKE
 EN0773'THE LEFT FORK FOR 0.6 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 EN0773'CONTINUE AHEAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.4
 EN0773'MILE TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH MARK, TURN RIGHT
 EN0773'AND GO SOUTH ON DIM TRACK ROAD FOR 0.15 MILE TO THE MARK ON THE
 EN0773'RIGHT.) TURN SHARP LEFT AND FOLLOW RIDGE NORTH FOR 0.1 MILE TO THE
 EN0773'TOP OF THE HILL AND THE STATION.
 EN0773'
 EN0773'STATION MARK IS A STANDARD DISK, STAMPED LITTLE RED 1964, SET IN THE
 EN0773'TOP OF A CONCRETE POST 12 INCHES IN DIAMETER PROJECTING 4 INCHES.
 EN0773'
 EN0773'LITTLE RED USGS IS A BRONZE DISK, STAMPED LITTLE RED 1954 2313, SET
 EN0773'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 EN0773'IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 EN0773'
 EN0773'REFERENCE MARK 1 USGS IS A BRONZE DISK, STAMPED LITTLE RED NO 1 1954,
 EN0773'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 3
 EN0773'INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 EN0773'
 EN0773'REFERENCE MARK 2 USGS IS A BRONZE DISK, STAMPED LITTLE RED NO 2 1954,
 EN0773'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 2
 EN0773'INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0773'
 EN0773'AZIMUTH MARK IS A STANDARD DISK, STAMPED LITTLE RED 1964, CEMENTED
 EN0773'IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP PROJECTING 2 INCHES.
 EN0773'IT IS 55 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND 5 FEET
 EN0773'SOUTH OF A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0766 ***********************************************************************
 BM0766  DESIGNATION -  LITTLE RIVER GAGING STA 1
 BM0766  PID         -  BM0766
 BM0766  STATE/COUNTY-  TX/BELL
 BM0766  USGS QUAD   -  LITTLE RIVER (1978)
 BM0766
 BM0766                         *CURRENT SURVEY CONTROL
 BM0766  ___________________________________________________________________
 BM0766* NAD 83(1986)-  30 57 58.     (N)    097 20 48.     (W)     SCALED    
 BM0766* NAVD 88     -       137.866  (meters)     452.32   (feet)  ADJUSTED  
 BM0766  ___________________________________________________________________
 BM0766  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BM0766  DYNAMIC HT  -         137.684 (meters)     451.72  (feet)  COMP
 BM0766  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 BM0766
 BM0766  VERT ORDER  -  FIRST     CLASS II
 BM0766
 BM0766.The horizontal coordinates were scaled from a topographic map and have
 BM0766.an estimated accuracy of +/- 6 seconds.
 BM0766
 BM0766.The orthometric height was determined by differential leveling
 BM0766.and adjusted by the National Geodetic Survey in June 1991..
 BM0766
 BM0766.The geoid height was determined by GEOID03.
 BM0766
 BM0766.The dynamic height is computed by dividing the NAVD 88
 BM0766.geopotential number by the normal gravity value computed on the
 BM0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0766.degrees latitude (g = 980.6199 gals.).
 BM0766
 BM0766.The modeled gravity was interpolated from observed gravity values.
 BM0766
 BM0766;                    North         East    Units  Estimated Accuracy
 BM0766;SPC TX C     - 3,147,880.      985,270.      MT  (+/- 180 meters Scaled)
 BM0766
 BM0766                          SUPERSEDED SURVEY CONTROL
 BM0766
 BM0766.No superseded survey control is available for this station.
 BM0766
 BM0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV579270(NAD 83)
 BM0766_MARKER: DD = SURVEY DISK
 BM0766_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BM0766_SP_SET: BRIDGE
 BM0766_STAMPING: NO 1
 BM0766_MARK LOGO: USGS  
 BM0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0766+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0766
 BM0766  HISTORY     - Date     Condition        Report By
 BM0766  HISTORY     - UNK      MONUMENTED       USGS
 BM0766  HISTORY     - 1980     GOOD             NGS
 BM0766  HISTORY     - 20010317 GOOD             USPSQD
 BM0766  HISTORY     - 20031011 GOOD             USPSQD
 BM0766  HISTORY     - 20050725 GOOD             USPSQD
 BM0766
 BM0766                          STATION DESCRIPTION
 BM0766
 BM0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0766'1.7 KM (1.05 MI) SOUTH FROM ACADEMY.
 BM0766'1.7 KM (1.05 MI) SOUTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0766'FARM ROAD 436 IN ACADEMY, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 BM0766'ABUTMENT OF THE BRIDGE OVER LITTLE RIVER, 4.1 METERS (13.5 FT)
 BM0766'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.5 METERS (47.5 FT)
 BM0766'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE GAGING STATION
 BM0766'BUILDING.
 BM0766'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 BM0766
 BM0766                          STATION RECOVERY (2001)
 BM0766
 BM0766'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0766'RECOVERED IN GOOD CONDITION.
 BM0766
 BM0766                          STATION RECOVERY (2003)
 BM0766
 BM0766'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BM0766'RECOVERED IN GOOD CONDITION.
 BM0766
 BM0766                          STATION RECOVERY (2005)
 BM0766
 BM0766'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0694 ***********************************************************************
 DQ0694  DESIGNATION -  LITTLEFIELD
 DQ0694  PID         -  DQ0694
 DQ0694  STATE/COUNTY-  TX/LAMB
 DQ0694  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0694
 DQ0694                         *CURRENT SURVEY CONTROL
 DQ0694  ___________________________________________________________________
 DQ0694* NAD 83(1993)-  33 54 52.13344(N)    102 19 38.37473(W)     ADJUSTED  
 DQ0694* NAVD 88     -      1086.4    (meters)    3564.     (feet)  VERTCON   
 DQ0694  ___________________________________________________________________
 DQ0694  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 DQ0694  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 DQ0694
 DQ0694  HORZ ORDER  -  SECOND
 DQ0694
 DQ0694.The horizontal coordinates were established by classical geodetic methods
 DQ0694.and adjusted by the National Geodetic Survey in February 1996..
 DQ0694
 DQ0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0694
 DQ0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0694
 DQ0694.The geoid height was determined by GEOID03.
 DQ0694
 DQ0694;                    North         East     Units Scale Factor Converg.
 DQ0694;SPC TXNC     - 2,255,717.727   246,142.632   MT  0.99998586   -2 05 14.6
 DQ0694;SPC TXNC     - 7,400,633.91    807,552.95   sFT  0.99998586   -2 05 14.6
 DQ0694;UTM  13      - 3,755,890.904   747,096.768   MT  1.00035275   +1 29 31.2
 DQ0694
 DQ0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0694!SPC TXNC     -   0.99983334  x   0.99998586  =   0.99981921
 DQ0694!UTM  13      -   0.99983334  x   1.00035275  =   1.00018604
 DQ0694
 DQ0694|---------------------------------------------------------------------|
 DQ0694| PID    Reference Object                     Distance      Geod. Az  |
 DQ0694|                                                           dddmmss.s |
 DQ0694| CJ7732 LITTLEFIELD RM 1                     18.974 METERS 02033     |
 DQ0694| CJ7733 LITTLEFIELD RM 2                     29.459 METERS 16823     |
 DQ0694| CJ7731 LITTLEFIELD AZ MK                                  1794052.2 |
 DQ0694|---------------------------------------------------------------------|
 DQ0694
 DQ0694                          SUPERSEDED SURVEY CONTROL
 DQ0694
 DQ0694  NAD 83(1986)-  33 54 52.14094(N)    102 19 38.36935(W) AD(       ) 2
 DQ0694  NAD 27      -  33 54 51.80600(N)    102 19 36.72700(W) AD(       ) 2
 DQ0694  NGVD 29 (07/19/86) 1085.9    (m)         3563.     (f) VERT ANG       
 DQ0694
 DQ0694.Superseded values are not recommended for survey control.
 DQ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0694.See file dsdata.txt to determine how the superseded data were derived.
 DQ0694
 DQ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4709755891(NAD 83)
 DQ0694_MARKER: DS = TRIANGULATION STATION DISK
 DQ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0694
 DQ0694  HISTORY     - Date     Condition        Report By
 DQ0694  HISTORY     - 1935     MONUMENTED       CGS
 DQ0694  HISTORY     - 1938     GOOD             TXHD
 DQ0694  HISTORY     - 1956     GOOD             TXHD
 DQ0694  HISTORY     - 1964     MARK NOT FOUND   USGS
 DQ0694
 DQ0694                          STATION DESCRIPTION
 DQ0694
 DQ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0694'STATION IS ON THE PRESENT SOUTHERN EDGE OF LITTLEFIELD,
 DQ0694'ON A GOLF COURSE, ON LAND OWNED BY A.B. DUGGAN, 0.8 MILE S
 DQ0694'OF INTERSECTION OF DUGGAN AVENUE AND THE LUBBOCK-CLOVIS HIGHWAY,
 DQ0694'64 FEET W OF CENTER OF LITTLEFIELD-LEVELLAND ROAD, 24 FEET
 DQ0694'W OF FENCE, AND 0.2 MILE S OF T-STREET INTERSECTION.  MARK
 DQ0694'PROJECTS 1 INCH.
 DQ0694'
 DQ0694'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0694'BRONZE DISKS SET IN CONCRETE.
 DQ0694'
 DQ0694'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 43 FEET W OF
 DQ0694'CENTER OF ROAD, 1 FOOT W OF FENCE, AND PROJECTS 6 INCHES.
 DQ0694'
 DQ0694'REFERENCE MARK NO. 2 IS SSE OF STATION, 46 FEET W OF CENTER
 DQ0694'OF ROAD, 3 FEET W OF FENCE, AND PROJECTS 6 INCHES.
 DQ0694'
 DQ0694'AZIMUTH MARK IS S OF STATION, 48 FEET W OF CENTER OF ROAD,
 DQ0694'5 FEET W OF FENCE, 20 FEET N OF FENCE CORNER, AND PROJECTS
 DQ0694'6 INCHES.
 DQ0694'
 DQ0694'STATION IS REACHED BY DRIVING S 0.5 MILE ON DUGGAN AVENUE
 DQ0694'FROM ITS INTERSECTION WITH THE LUBBOCK-CLOVIS HIGHWAY, JOG
 DQ0694'TO THE E 50 YARDS AND CONTINUE S 0.2 MILE MILE TO STATION.
 DQ0694'
 DQ0694'NO MAIN STATIONS ARE VISIBLE FROM GROUND.
 DQ0694'
 DQ0694'A 20-FOOT STAND WAS USED.
 DQ0694
 DQ0694                          STATION RECOVERY (1938)
 DQ0694
 DQ0694'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0694'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0694'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0694
 DQ0694                          STATION RECOVERY (1956)
 DQ0694
 DQ0694'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1956
 DQ0694'LETTER OF MR. R.E. BRADLEY, RES. ENGR., TEXAS HIGHWAY DEPT.,
 DQ0694'LITTLEFIELD, TEXAS, DATED SEPT. 7, 1956--THE AZIMUTH MARK WAS
 DQ0694'ACCIDENTALLY DESTROYED IN THE WIDENING OF STATE HIGHWAY 51.
 DQ0694
 DQ0694                          STATION RECOVERY (1964)
 DQ0694
 DQ0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DQ0694'STATION NOT FOUND.  WHAT USED TO BE A GOLF COURSE IS NOW
 DQ0694'A HOUSING DEVELOPMENT.  THE POSITION INDICATES THATIS
 DQ0694'PROBABLY WAS DESTROYED WHEN THE STREETS WERE EXCAVTED.
 DQ0694'R.M. 1 IS IN PLACE BUT LOOKS DISTURBED, SLIGHTLY LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0695 ***********************************************************************
 DQ0695  DESIGNATION -  LITTLEFIELD MUNICIPAL TANK
 DQ0695  PID         -  DQ0695
 DQ0695  STATE/COUNTY-  TX/LAMB
 DQ0695  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0695
 DQ0695                         *CURRENT SURVEY CONTROL
 DQ0695  ___________________________________________________________________
 DQ0695* NAD 83(1993)-  33 55 34.50438(N)    102 19 52.87211(W)     ADJUSTED  
 DQ0695* NAVD 88     -                                                        
 DQ0695  ___________________________________________________________________
 DQ0695  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 DQ0695  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DQ0695
 DQ0695  HORZ ORDER  -  THIRD
 DQ0695
 DQ0695.The horizontal coordinates were established by classical geodetic methods
 DQ0695.and adjusted by the National Geodetic Survey in February 1996..
 DQ0695
 DQ0695
 DQ0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0695
 DQ0695.The geoid height was determined by GEOID03.
 DQ0695
 DQ0695;                    North         East     Units Scale Factor Converg.
 DQ0695;SPC TXNC     - 2,257,035.921   245,818.075   MT  0.99998898   -2 05 22.6
 DQ0695;SPC TXNC     - 7,404,958.68    806,488.13   sFT  0.99998898   -2 05 22.6
 DQ0695;UTM  13      - 3,757,186.734   746,690.395   MT  1.00035027   +1 29 24.7
 DQ0695
 DQ0695                          SUPERSEDED SURVEY CONTROL
 DQ0695
 DQ0695  NAD 83(1986)-  33 55 34.51230(N)    102 19 52.86591(W) AD(       ) 4
 DQ0695  NAD 27      -  33 55 34.18000(N)    102 19 51.22800(W) AD(       ) 3
 DQ0695
 DQ0695.Superseded values are not recommended for survey control.
 DQ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0695.See file dsdata.txt to determine how the superseded data were derived.
 DQ0695
 DQ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4669057187(NAD 83)
 DQ0695_MARKER: 51 = TANK
 DQ0695
 DQ0695  HISTORY     - Date     Condition        Report By
 DQ0695  HISTORY     - 1935     FIRST OBSERVED   CGS
 DQ0695  HISTORY     - 1969     GOOD             CGS
 DQ0695  HISTORY     - 1986     GOOD             AMOCO
 DQ0695  HISTORY     - 20051023 GOOD             GEOCAC
 DQ0695
 DQ0695                          STATION DESCRIPTION
 DQ0695
 DQ0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DQ0695'STATION RECOVERED IN GOOD CONDITION.
 DQ0695'
 DQ0695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LITTLEFIELD.
 DQ0695
 DQ0695                          STATION RECOVERY (1986)
 DQ0695
 DQ0695'RECOVERY NOTE BY AMOCO OIL COMPANY 1986 (LCC)
 DQ0695'RECOVERED IN GOOD CONDITION.
 DQ0695
 DQ0695                          STATION RECOVERY (2005)
 DQ0695
 DQ0695'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DQ0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0803 ***********************************************************************
 DQ0803  CBN         -  This is a Cooperative Base Network Control Station.
 DQ0803  PACS        -  This is a Primary Airport Control Station.
 DQ0803  DESIGNATION -  LITTPORT
 DQ0803  PID         -  DQ0803
 DQ0803  STATE/COUNTY-  TX/LAMB
 DQ0803  USGS QUAD   -  BULL LAKE (1981)
 DQ0803
 DQ0803                         *CURRENT SURVEY CONTROL
 DQ0803  ___________________________________________________________________
 DQ0803* NAD 83(1993)-  33 55 19.30419(N)    102 23 15.00543(W)     ADJUSTED  
 DQ0803* NAVD 88     -      1100.34   (meters)    3610.0    (feet)  GPS OBS   
 DQ0803  ___________________________________________________________________
 DQ0803  X           -  -1,136,749.756 (meters)                     COMP
 DQ0803  Y           -  -5,175,617.387 (meters)                     COMP
 DQ0803  Z           -   3,539,873.593 (meters)                     COMP
 DQ0803  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DQ0803  ELLIP HEIGHT-        1075.86  (meters)          (10/24/00) GPS OBS
 DQ0803  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 DQ0803
 DQ0803  HORZ ORDER  -  B
 DQ0803  ELLP ORDER  -  FOURTH    CLASS II
 DQ0803
 DQ0803.This mark is at Littlefield Muni (Q00) Airport (Q00)
 DQ0803
 DQ0803.The horizontal coordinates were established by GPS observations
 DQ0803.and adjusted by the National Geodetic Survey in May 1992..
 DQ0803
 DQ0803.The orthometric height was determined by GPS observations and a
 DQ0803.high-resolution geoid model.
 DQ0803
 DQ0803.GPS derived orthometric heights for airport stations designated as
 DQ0803.PACS or SACS are published to 2 decimal places.  This maintains
 DQ0803.centimeter relative accuracy between the PACS and SACS.  It does
 DQ0803.not indicate centimeter accuracy relative to other marks which are
 DQ0803.part of the NAVD 88 network.
 DQ0803
 DQ0803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0803
 DQ0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0803
 DQ0803.The ellipsoidal height was determined by GPS observations
 DQ0803.and is referenced to NAD 83.
 DQ0803
 DQ0803.The geoid height was determined by GEOID03.
 DQ0803
 DQ0803;                    North         East     Units Scale Factor Converg.
 DQ0803;SPC TXNC     - 2,256,758.594   240,612.596   MT  0.99998785   -2 07 12.8
 DQ0803;SPC TXNC     - 7,404,048.82    789,409.83   sFT  0.99998785   -2 07 12.8
 DQ0803;UTM  13      - 3,756,584.760   741,510.591   MT  1.00031909   +1 27 31.1
 DQ0803
 DQ0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0803!SPC TXNC     -   0.99983113  x   0.99998785  =   0.99981899
 DQ0803!UTM  13      -   0.99983113  x   1.00031909  =   1.00015017
 DQ0803
 DQ0803:                Primary Azimuth Mark                     Grid Az
 DQ0803:SPC TXNC     -  LITTPORT AZ MK                           033 42 58.1
 DQ0803:UTM  13      -  LITTPORT AZ MK                           030 08 14.2
 DQ0803
 DQ0803|---------------------------------------------------------------------|
 DQ0803| PID    Reference Object                     Distance      Geod. Az  |
 DQ0803|                                                           dddmmss.s |
 DQ0803| DQ0804 LITTPORT AZ MK                      APPROX. 0.8 KM 0313545.3 |
 DQ0803| DQ0653 A 1471                              467.860 METERS 1652611.8 |
 DQ0803|---------------------------------------------------------------------|
 DQ0803
 DQ0803                          SUPERSEDED SURVEY CONTROL
 DQ0803
 DQ0803  ELLIP H (05/09/94) 1075.89   (m)                       GP(       ) 4 2
 DQ0803  ELLIP H (12/21/93) 1075.89   (m)                       GP(       ) 4 1
 DQ0803  NAD 83(1986)-  33 55 19.31158(N)    102 23 14.99491(W) AD(       ) 3
 DQ0803  NAD 27      -  33 55 19.04516(N)    102 23 13.32549(W) AD(       ) 3
 DQ0803  NGVD 29 (12/08/88) 1099.9    (m)         3609.     (f) GPS OBS        
 DQ0803
 DQ0803.Superseded values are not recommended for survey control.
 DQ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0803.See file dsdata.txt to determine how the superseded data were derived.
 DQ0803
 DQ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4151156585(NAD 83)
 DQ0803_MARKER: I = METAL ROD
 DQ0803_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ0803_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DQ0803_STAMPING: LITTPORT 1988
 DQ0803_MARK LOGO: NGS   
 DQ0803_PROJECTION: RECESSED 10 CENTIMETERS
 DQ0803_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0803+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 DQ0803_ROD/PIPE-DEPTH: 8.5  meters
 DQ0803_SLEEVE-DEPTH  : 0.9 meters
 DQ0803
 DQ0803  HISTORY     - Date     Condition        Report By
 DQ0803  HISTORY     - 1988     MONUMENTED       NGS
 DQ0803  HISTORY     - 1988     GOOD             NGS
 DQ0803  HISTORY     - 1988     GOOD             NGS
 DQ0803  HISTORY     - 19930512 GOOD             NGS
 DQ0803  HISTORY     - 19950524 GOOD             NGS
 DQ0803
 DQ0803                          STATION DESCRIPTION
 DQ0803
 DQ0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 DQ0803'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) WEST OF LITTLEFIELD, AT
 DQ0803'THE SOUTH ANGLE OF THE JUNCTION OF THE TWO RUNWAYS.  OWNERSHIP--CITY
 DQ0803'OF LITTLEFIELD, TOM BROWN - AIRPORT MANAGER, BOX 1267, LITTLEFIELD, TX
 DQ0803'79339, PHONE 806-385-3143.
 DQ0803'
 DQ0803'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND FM 54 ON
 DQ0803'THE  WEST SIDE OF LITTLEFIELD, GO WEST FOR 2.9 KM (1.8 MI) ON FM 54 TO
 DQ0803'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY FOR
 DQ0803'0.2 KM (0.15 MI) ON THE PAVED ROAD TO THE AIRPORT OFFICE ON THE LEFT.
 DQ0803'BEAR RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE TARMAC AND RAMP TO
 DQ0803'RUNWAY 13-31.  TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ALONG
 DQ0803'THE SOUTHWEST SIDE OF THE RUNWAY 1-19 AND THE STATION.
 DQ0803'
 DQ0803'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD THAT
 DQ0803'IS ---UNSTAMPED---, DRIVEN TO A DEPTH OF 8.5 METERS (28.0 FT),
 DQ0803'RECESSED 12 CM BELOW GROUND, INSIDE A GREESE-FILLED SLEEVE EXTENDING
 DQ0803'TO A DEPTH OF 0.9 METERS (3.0 FT), ENCASED IN A PVC PIPE WITH NGS LOGO
 DQ0803'FLANGE STAMPED---LITTPORT 1988---, FLUSH WITH GROUND.  LOCATED
 DQ0803'19.7 METERS (64.6 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 DQ0803'RUNWAY 13-31,
 DQ0803'17.4 METERS (57.1 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 DQ0803'RUNWAY 1-19,
 DQ0803'13.8 METERS (45.3 FT) NORTH-NORTHEAST FROM A CONCRETE DUCT COVER AND
 DQ0803'1.3 METERS (4.3 FT) WEST FROM A CARSONITE WITNESS POST.
 DQ0803'
 DQ0803'AZIMUTH MARK NO. 1 IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 DQ0803'THAT IS ---UNSTAMPED---, DRIVEN TO A DEPTH OF 4.6 METERS (15.0 FT),
 DQ0803'RECESSED 11 CM BELOW GROUND, INSIDE A GREASE-FILLED SLEEVE EXTENDING
 DQ0803'TO A DEPTH OF 0.9 METERS (3.0 FT), ENCASED IN A PVC PIPE WITH NGS LOGO
 DQ0803'FLANGE STAMPED---LITTPORT AZ MK 1988---, FLUSH WITH THE GROUND,
 DQ0803'80.9 METERS (265.4 FT) SOUTH FROM A ROUND GALVANIZED METAL TANK,
 DQ0803'17.3 METERS  (56.8 FT) WEST FROM A CURVE IN PAVED TAXIWAY AND
 DQ0803'1.4 METERS (4.6 FT) EAST FROM A CARSONITE WITNESS POST.
 DQ0803'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DQ0803'GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON RUNWAY 13-31 TO A TAXIWAY.
 DQ0803'TURN LEFT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON THE TAXIWAY TO A
 DQ0803'POINT WHERE THE TAXIWAY CURVES LEFT TOWARDS RUNWAY AND THE MARK ON
 DQ0803'THE LEFT
 DQ0803'
 DQ0803'NEW MEXICO FAA - FEBRUARY, 1988.
 DQ0803'
 DQ0803'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DQ0803'
 DQ0803'DESCRIBED BY S.E. RANDALL.
 DQ0803
 DQ0803                          STATION RECOVERY (1988)
 DQ0803
 DQ0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DQ0803'THE STATION WAS RECOVERED ON THIS DATE
 DQ0803'AS DESCRIBED IN 1988.
 DQ0803'
 DQ0803'GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DQ0803'
 DQ0803'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DQ0803'
 DQ0803'DESCRIBED BY D.A. BOWLING.
 DQ0803
 DQ0803                          STATION RECOVERY (1988)
 DQ0803
 DQ0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DQ0803'RECOVERED IN GOOD CONDITION.
 DQ0803
 DQ0803                          STATION RECOVERY (1993)
 DQ0803
 DQ0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DQ0803'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST OF LITTLEFIELD, AT
 DQ0803'THE SOUTH ANGLE OF THE JUNCTION OF TWO RUNWAYS.  OWNERSHIP--CITY OF
 DQ0803'LITTLEFIELD, TX.  AIRPORT MANAGER - TOM BROWN, BOX 1267, LITTLEFIELD,
 DQ0803'TX 79339, PHONE 806-385-3143.
 DQ0803'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND FM 54 ON
 DQ0803'THE WEST SIDE OF LITTLEFIELD, GO WEST FOR 2.9 KM (1.80 MI) ON FM 54
 DQ0803'TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY
 DQ0803'FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD TO THE AIRPORT OFFICE ON THE
 DQ0803'LEFT.  BEAR RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE TARMAC AND
 DQ0803'RAMP TO RUNWAY 13-31.  TURN LEFT AND GO NORTHWEST FOR 0.2 KM
 DQ0803'(0.10 MI) ALONG THE SOUTHWEST SIDE OF THE RUNWAY TO THE JUNCTION OF
 DQ0803'RUNWAY 1-19 AND THE STATION IN THE SOUTHEAST QUADRANT OF THE
 DQ0803'JUNCTION.
 DQ0803'THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD THAT
 DQ0803'IS DRIVEN TO A DEPTH OF 8.5 M, RECESSED 22 CM BELOW GROUND, INSIDE A
 DQ0803'GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 M, ENCASED IN A PVC
 DQ0803'PIPE WITH A NGS LOGO FLANGE STAMPED---LITTPORT 1988---, 10 CM BELOW
 DQ0803'THE SURFACE.  IT IS LOCATED 19.7 M (64.6 FT) SOUTH-SOUTHWEST FROM THE
 DQ0803'CENTER OF RUNWAY 13-31, 17.4 M (57.1 FT) EAST-SOUTHEAST FROM THE
 DQ0803'CENTER OF RUNWAY 1-19, 13.8 M (45.3 FT) NORTH-NORTHEAST FROM A
 DQ0803'CONCRETE DUCT COVER.
 DQ0803
 DQ0803                          STATION RECOVERY (1995)
 DQ0803
 DQ0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DQ0803'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST OF LITTLEFIELD, ON
 DQ0803'THE LITTLEFIELD MUNICIPAL AIRPORT, SOUTH OF THE JUNCTION OF THE
 DQ0803'RUNWAYS.  OWNERSHIP--CITY OF LITTLEFIELD, BOX 1267 LITTLEFIELD TX
 DQ0803'79339.  THE AIRPORT OPERATOR IS TOM BROWN, PHONE 806-385-3143.  TO
 DQ0803'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 84 AND FARM ROAD
 DQ0803'54 ON THE WEST SIDE OF LITTLEFIELD, GO WEST 2.8KM ON ROAD 54 TO THE
 DQ0803'AIRPORT ENTRANCE, TURN RIGHT, NORTH, GO 0.23 KM (0.15 MI) TO THE
 DQ0803'OFFICE ON THE RIGHT, BEAR RIGHT, NORTHEAST, GO 0.8 KM (0.50 MI) ACROSS
 DQ0803'THE APRON TO THE RUNWAY, TURN LEFT, NORTHWEST, GO 0.18 KM (0.10 MI)
 DQ0803'ALONG THE RUNWAY TO THE JUNCTION OF RUNWAY 1-61 AND THE STATION SOUTH
 DQ0803'OF THE JUNCTION.  THE STATION IS 19.7 M (64.6 FT) SOUTHWEST OF THE
 DQ0803'CENTER OF RUNWAY13-31, 17.4 M (57.1 FT) EAST-SOUTHEAST OF THE CENTER
 DQ0803'OF RUNWAY 1-19, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY.
 DQ0803'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 DQ0803'DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0804 ***********************************************************************
 DQ0804  SACS        -  This is a Secondary Airport Control Station.
 DQ0804  DESIGNATION -  LITTPORT AZ MK
 DQ0804  PID         -  DQ0804
 DQ0804  STATE/COUNTY-  TX/LAMB
 DQ0804  USGS QUAD   -  BULL LAKE (1981)
 DQ0804
 DQ0804                         *CURRENT SURVEY CONTROL
 DQ0804  ___________________________________________________________________
 DQ0804* NAD 83(1993)-  33 55 41.21141(N)    102 22 58.83986(W)     ADJUSTED  
 DQ0804* NAVD 88     -      1098.85   (meters)    3605.1    (feet)  GPS OBS   
 DQ0804  ___________________________________________________________________
 DQ0804  X           -  -1,136,263.056 (meters)                     COMP
 DQ0804  Y           -  -5,175,337.221 (meters)                     COMP
 DQ0804  Z           -   3,540,432.932 (meters)                     COMP
 DQ0804  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DQ0804  ELLIP HEIGHT-        1074.35  (meters)          (02/05/01) GPS OBS
 DQ0804  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 DQ0804
 DQ0804  HORZ ORDER  -  FIRST
 DQ0804  ELLP ORDER  -  FOURTH    CLASS II
 DQ0804
 DQ0804.This mark is at Littlefield Muni (Q00) Airport (Q00)
 DQ0804
 DQ0804.The horizontal coordinates were established by GPS observations
 DQ0804.and adjusted by the National Geodetic Survey in June 1997..
 DQ0804
 DQ0804.The orthometric height was determined by GPS observations and a
 DQ0804.high-resolution geoid model.
 DQ0804
 DQ0804.GPS derived orthometric heights for airport stations designated as
 DQ0804.PACS or SACS are published to 2 decimal places.  This maintains
 DQ0804.centimeter relative accuracy between the PACS and SACS.  It does
 DQ0804.not indicate centimeter accuracy relative to other marks which are
 DQ0804.part of the NAVD 88 network.
 DQ0804
 DQ0804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0804
 DQ0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0804
 DQ0804.The ellipsoidal height was determined by GPS observations
 DQ0804.and is referenced to NAD 83.
 DQ0804
 DQ0804.The geoid height was determined by GEOID03.
 DQ0804
 DQ0804;                    North         East     Units Scale Factor Converg.
 DQ0804;SPC TXNC     - 2,257,417.765   241,052.477   MT  0.99998947   -2 07 04.0
 DQ0804;SPC TXNC     - 7,406,211.45    790,853.00   sFT  0.99998947   -2 07 04.0
 DQ0804;UTM  13      - 3,757,270.331   741,908.597   MT  1.00032146   +1 27 41.0
 DQ0804
 DQ0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0804!SPC TXNC     -   0.99983137  x   0.99998947  =   0.99982084
 DQ0804!UTM  13      -   0.99983137  x   1.00032146  =   1.00015278
 DQ0804
 DQ0804:                Primary Azimuth Mark                     Grid Az
 DQ0804:SPC TXNC     -  LITTPORT                                 213 42 58.3
 DQ0804:UTM  13      -  LITTPORT                                 210 08 13.3
 DQ0804
 DQ0804|---------------------------------------------------------------------|
 DQ0804| PID    Reference Object                     Distance      Geod. Az  |
 DQ0804|                                                           dddmmss.s |
 DQ0804| DQ0803 LITTPORT                            APPROX. 0.8 KM 2113554.3 |
 DQ0804|---------------------------------------------------------------------|
 DQ0804
 DQ0804                          SUPERSEDED SURVEY CONTROL
 DQ0804
 DQ0804  ELLIP H (06/13/97) 1074.39   (m)                       GP(       ) 4 2
 DQ0804  NAD 83(1993)-  33 55 41.21142(N)    102 22 58.83976(W) AD(       ) 3
 DQ0804  ELLIP H (02/16/96) 1074.37   (m)                       GP(       ) 5 1
 DQ0804  NAD 83(1993)-  33 55 41.21151(N)    102 22 58.83970(W) AD(       ) 3
 DQ0804  ELLIP H (12/21/93) 1074.37   (m)                       GP(       ) 4 1
 DQ0804  NAD 83(1986)-  33 55 41.21881(N)    102 22 58.82924(W) AD(       ) 3
 DQ0804  NAD 27      -  33 55 40.95282(N)    102 22 57.16014(W) AD(       ) 3
 DQ0804  NGVD 29 (12/08/88) 1098.4    (m)         3604.     (f) GPS OBS        
 DQ0804
 DQ0804.Superseded values are not recommended for survey control.
 DQ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0804.See file dsdata.txt to determine how the superseded data were derived.
 DQ0804
 DQ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4190957270(NAD 83)
 DQ0804_MARKER: I = METAL ROD
 DQ0804_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ0804_SP_SET: OBJECT DRIVEN INTO GROUND
 DQ0804_STAMPING: LITTPORT AZ MK 1988
 DQ0804_MARK LOGO: NGS   
 DQ0804_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0804+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 DQ0804
 DQ0804  HISTORY     - Date     Condition        Report By
 DQ0804  HISTORY     - 1988     MONUMENTED       NGS
 DQ0804  HISTORY     - 1988     GOOD             NGS
 DQ0804  HISTORY     - 19950524 GOOD             NGS
 DQ0804
 DQ0804                          STATION DESCRIPTION
 DQ0804
 DQ0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 DQ0804'THE STATION IS LOCATED ABOUT 4.O KM (2.5 MI) WEST OF LITTLEFIELD, AT
 DQ0804'THE LITTLEFIELD MUNICIPAL AIRPORT ALONG A TAXIWAY NEAR RUNWAY 13-31.
 DQ0804'RUNWAY.  OWNERSHIP--CITY OF LITTLEFIELD, TOM BROWN - AIRPORT MANAGER,
 DQ0804'BOX 1267, LITTLEFIELD, TX 79339, PHONE 806-385-3143.
 DQ0804'
 DQ0804'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND FM 54 ON
 DQ0804'THE  WEST SIDE OF LITTLEFIELD, GO WEST FOR 2.9 KM (1.8 MI) ON FM 54 TO
 DQ0804'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY FOR
 DQ0804'0.2 KM (0.15 MI) ON THE PAVED ROAD TO THE AIRPORT OFFICE ON THE LEFT.
 DQ0804'BEAR RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE TARMAC AND RAMP TO
 DQ0804'RUNWAY 13-31.  TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ALONG
 DQ0804'THE SOUTHWEST SIDE OF THE RUNWAY 1-19 AND THE STATION LITTPORT.
 DQ0804'GO SOUTHEAST FROM THIS POINT FOR 0.1 KM (0.05 MI) ON RUNWAY 13-31 TO
 DQ0804'A TAXIWAY.  TURN LEFT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON THE
 DQ0804'TAXIWAY TO A POINT WHERE THE TAXIWAY CURVES LEFT TOWARDS THE RUNWAY
 DQ0804'AND THE MARK ON THE LEFT.
 DQ0804'
 DQ0804'AZIMUTH MARK NO. 1 IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 DQ0804'THAT IS ---UNSTAMPED---, DRIVEN TO A DEPTH OF 4.6 METERS (15.0 FT),
 DQ0804'RECESSED 11 CM BELOW GROUND, INSIDE A GREASE-FILLED SLEEVE EXTENDING
 DQ0804'TO A DEPTH OF 0.9 METERS (3.0 FT), ENCASED IN A PVC PIPE WITH NGS LOGO
 DQ0804'FLANGE STAMPED---LITTPORT AZ MK 1988---, FLUSH WITH THE GROUND,
 DQ0804'80.9 METERS (265.4 FT) SOUTH FROM A ROUND GALVANIZED METAL TANK,
 DQ0804'17.3 METERS  (56.8 FT) WEST FROM A CURVE IN PAVED TAXIWAY AND
 DQ0804'1.4 METERS (4.6 FT) EAST FROM A CARSONITE WITNESS POST.
 DQ0804'
 DQ0804'NEW MEXICO FAA - FEBRUARY 1988.
 DQ0804'
 DQ0804'THIS STATION IS SUITABLE FOR GPS
 DQ0804'
 DQ0804'DESCRIBED BY S. E. RANDALL.
 DQ0804
 DQ0804                          STATION RECOVERY (1988)
 DQ0804
 DQ0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DQ0804'THE STATION WAS RECOVERED ON THIS DATE
 DQ0804'AS DESCRIBED IN 1988.
 DQ0804'
 DQ0804'GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DQ0804'
 DQ0804'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DQ0804'
 DQ0804'DESCRIBED BY D.A. BOWLING.
 DQ0804
 DQ0804                          STATION RECOVERY (1995)
 DQ0804
 DQ0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DQ0804'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST OF LITTLEFIELD, ON
 DQ0804'THE LITTLEFIELD MUNICIPAL AIRPORT, ABOUT 1 KM (0.60 MI) NORTH OF THE
 DQ0804'OFFICE, WEST OF THE TAXI WHERE IT CURVES FROM NORTHEAST TO NORTHWEST.
 DQ0804'OWNERSHIP--CITY OF LITTLEFIELD, BOX 1267 LITTLEFIELD TX 79339.  THE
 DQ0804'AIRPORT OPERATOR IS TOM BROWN, PHONE 806-385-3143.  TO REACH THE
 DQ0804'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 84 AND FARM ROAD 54 ON THE
 DQ0804'WEST SIDE OF LITTLEFIELD, GO WEST 2.8KM ON ROAD 54 TO THE AIRPORT
 DQ0804'ENTRANCE, TURN RIGHT, NORTH, GO 0.23 KM (0.15 MI) TO THE OFFICE ON THE
 DQ0804'RIGHT, BEAR RIGHT, NORTHEAST, GO 0.8 KM (0.50 MI) ACROSS THE APRON AND
 DQ0804'THE RUNWAY, TURN LEFT, NORTHWEST, GO 0.1 KM (0.05 MI) ALONG THE RUNWAY
 DQ0804'TO A TAXI, TURN RIGHT,NORTHEAST, GO 0.8 KM (0.50 MI) ALONG THE TAXI TO
 DQ0804'ITS CURVE AND THE STATION ON THE LEFT. THE STATION IS 31.1 M (102.0
 DQ0804'FT) NORTHWEST OF THE TAXI CENTERLINE, AND 24.6 M (80.7 FT) SOUTHWEST
 DQ0804'OF AND LEVEL WITH THE TAXI CENTERLINE.  NOTE--ACCESS TO THE DATUM
 DQ0804'POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS
 DQ0804'A REQUIREMENTS.  THIS STATION SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2306 ***********************************************************************
 AN2306  DESIGNATION -  LIVE
 AN2306  PID         -  AN2306
 AN2306  STATE/COUNTY-  TX/CALHOUN
 AN2306  USGS QUAD   -  MESQUITE BAY (1973)
 AN2306
 AN2306                         *CURRENT SURVEY CONTROL
 AN2306  ___________________________________________________________________
 AN2306* NAD 83(1993)-  28 13 43.98838(N)    096 47 14.69940(W)     ADJUSTED  
 AN2306* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AN2306  ___________________________________________________________________
 AN2306  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AN2306  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN2306
 AN2306  HORZ ORDER  -  SECOND
 AN2306
 AN2306.The horizontal coordinates were established by classical geodetic methods
 AN2306.and adjusted by the National Geodetic Survey in February 1996..
 AN2306
 AN2306.The orthometric height was scaled from a topographic map.
 AN2306
 AN2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2306
 AN2306.The geoid height was determined by GEOID03.
 AN2306
 AN2306;                    North         East     Units Scale Factor Converg.
 AN2306;SPC TXSC     - 4,045,894.791   817,169.707   MT  1.00004791   +1 05 02.3
 AN2306;SPC TXSC     -13,273,906.49  2,680,997.61   sFT  1.00004791   +1 05 02.3
 AN2306;UTM  14      - 3,124,541.137   717,115.420   MT  1.00018183   +1 02 49.0
 AN2306
 AN2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2306!SPC TXSC     -   1.00000424  x   1.00004791  =   1.00005215
 AN2306!UTM  14      -   1.00000424  x   1.00018183  =   1.00018607
 AN2306
 AN2306:                Primary Azimuth Mark                     Grid Az
 AN2306:SPC TXSC     -  LIVE RM 1                                031 22 55.0
 AN2306:UTM  14      -  LIVE RM 1                                031 25 08.3
 AN2306
 AN2306|---------------------------------------------------------------------|
 AN2306| PID    Reference Object                     Distance      Geod. Az  |
 AN2306|                                                           dddmmss.s |
 AN2306| CV6507 LIVE RM 1                                          0322757.3 |
 AN2306| AN2295 EGG 1934                            APPROX. 7.4 KM 0435808.3 |
 AN2306| CV6508 LIVE RM 2                            10.810 METERS 31847     |
 AN2306|---------------------------------------------------------------------|
 AN2306
 AN2306                          SUPERSEDED SURVEY CONTROL
 AN2306
 AN2306  NAD 83(1986)-  28 13 43.99690(N)    096 47 14.68046(W) AD(       ) 2
 AN2306  NAD 27      -  28 13 42.96400(N)    096 47 13.73100(W) AD(       ) 2
 AN2306
 AN2306.Superseded values are not recommended for survey control.
 AN2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2306.See file dsdata.txt to determine how the superseded data were derived.
 AN2306
 AN2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1711524541(NAD 83)
 AN2306_MARKER: DS = TRIANGULATION STATION DISK
 AN2306_SETTING: 0 = UNSPECIFIED SETTING
 AN2306
 AN2306  HISTORY     - Date     Condition        Report By
 AN2306  HISTORY     - 1934     MONUMENTED       CGS
 AN2306  HISTORY     - 1942     GOOD             USE
 AN2306  HISTORY     - 1946     SEE DESCRIPTION  USE
 AN2306  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AN2306  HISTORY     - 1952     SEE DESCRIPTION  USGS
 AN2306  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2306
 AN2306                          STATION DESCRIPTION
 AN2306
 AN2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2306'STATION IS LOCATED ABOUT 13-1/2 MILES SSW OF SEADRIFT, ON
 AN2306'FALSE LIVE OAK POINT, ON A SHELL RIDGE.  IT IS 15 METERS
 AN2306'NW OF HIGH-WATER LINE OF BAY AND 5 METERS S OF A SAND FLAT
 AN2306'EXTENDING NW TO MUSTANG LAKE WHICH IS 1/4 MILE DISTANT.
 AN2306'
 AN2306'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2306'SET IN CONCRETE.
 AN2306'
 AN2306'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--SMALL
 AN2306'WHITE HOUSE ACROSS BAY, 146 DEG.  POINT OF WOODS, DAGGER
 AN2306'POINT, 70 DEG.
 AN2306'
 AN2306'HEIGHT OF LIGHT ABOVE STATION MARK - 6.1 METERS.
 AN2306
 AN2306                          STATION RECOVERY (1942)
 AN2306
 AN2306'RECOVERY NOTE BY US ENGINEERS 1942
 AN2306'DESCRIPTION GOOD.  NO SEARCH MADE FOR REFERENCE MARKS.
 AN2306
 AN2306                          STATION RECOVERY (1946)
 AN2306
 AN2306'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2306'THE MAIN SURFACE, UNDERGROUND AND REFERENCE MARKS WERE FOUND
 AN2306'TOPPLED ON BEACH.  POSITION OF REFERENCE MARK 2 WAS ESTABLISHED
 AN2306'BY TRIANGULATION AND FOUND TO FALL IN EDGE OF BAY.
 AN2306
 AN2306                          STATION RECOVERY (1947)
 AN2306
 AN2306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2306'STATION WAS SEARCHED FOR.  CONCRETE MARKER IN THE APPROXIMATE
 AN2306'VICINITY WAS FOUND LYING NEAR THE WATERS EDGE.
 AN2306'
 AN2306'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 AN2306'
 AN2306'STATION AND REFERENCE MARKS ARE RECOMMENDED TO BE CLASSIFIED
 AN2306'AS LOST.
 AN2306
 AN2306                          STATION RECOVERY (1952)
 AN2306
 AN2306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AN2306'STATION WAS FOUND DESTROYED.  THE BANK HAS ERODED AWAY AND
 AN2306'MARK IS LYING ON SIDE.  NO CAP.
 AN2306
 AN2306                          STATION RECOVERY (1998)
 AN2306
 AN2306'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2766 ***********************************************************************
 AX2766  DESIGNATION -  LIVE OAK
 AX2766  PID         -  AX2766
 AX2766  STATE/COUNTY-  TX/FAYETTE
 AX2766  USGS QUAD   -  ELLINGER (1981)
 AX2766
 AX2766                         *CURRENT SURVEY CONTROL
 AX2766  ___________________________________________________________________
 AX2766* NAD 83(1993)-  29 50 48.97697(N)    096 40 43.21476(W)     ADJUSTED  
 AX2766* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 AX2766  ___________________________________________________________________
 AX2766  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AX2766  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX2766
 AX2766  HORZ ORDER  -  THIRD
 AX2766
 AX2766.The horizontal coordinates were established by classical geodetic methods
 AX2766.and adjusted by the National Geodetic Survey in February 1996..
 AX2766
 AX2766.The orthometric height was scaled from a topographic map.
 AX2766
 AX2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2766
 AX2766.The geoid height was determined by GEOID03.
 AX2766
 AX2766;                    North         East     Units Scale Factor Converg.
 AX2766;SPC TXSC     - 4,225,389.291   824,282.861   MT  0.99990305   +1 08 14.1
 AX2766;SPC TXSC     -13,862,798.03  2,704,334.69   sFT  0.99990305   +1 08 14.1
 AX2766;UTM  14      - 3,304,086.783   724,260.796   MT  1.00022056   +1 09 20.8
 AX2766
 AX2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2766!SPC TXSC     -   0.99998320  x   0.99990305  =   0.99988625
 AX2766!UTM  14      -   0.99998320  x   1.00022056  =   1.00020376
 AX2766
 AX2766:                Primary Azimuth Mark                     Grid Az
 AX2766:SPC TXSC     -  LIVE OAK AZ MK                           000 58 29.3
 AX2766:UTM  14      -  LIVE OAK AZ MK                           000 57 22.6
 AX2766
 AX2766|---------------------------------------------------------------------|
 AX2766| PID    Reference Object                     Distance      Geod. Az  |
 AX2766|                                                           dddmmss.s |
 AX2766| CV6509 LIVE OAK AZ MK                                     0020643.4 |
 AX2766| CV6510 LIVE OAK RM 1                        18.133 METERS 02606     |
 AX2766| CV6511 LIVE OAK RM 2                        12.900 METERS 14954     |
 AX2766| AX2767 LIVE OAK HILL CATH CH SPIRE         498.415 METERS 3543815.2 |
 AX2766|---------------------------------------------------------------------|
 AX2766
 AX2766                          SUPERSEDED SURVEY CONTROL
 AX2766
 AX2766  NAD 83(1986)-  29 50 48.99291(N)    096 40 43.20106(W) AD(       ) 3
 AX2766  NAD 27      -  29 50 48.16900(N)    096 40 42.28900(W) AD(       ) 3
 AX2766
 AX2766.Superseded values are not recommended for survey control.
 AX2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2766.See file dsdata.txt to determine how the superseded data were derived.
 AX2766
 AX2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU2426104087(NAD 83)
 AX2766_MARKER: DS = TRIANGULATION STATION DISK
 AX2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2766
 AX2766  HISTORY     - Date     Condition        Report By
 AX2766  HISTORY     - 1954     MONUMENTED       CGS
 AX2766
 AX2766                          STATION DESCRIPTION
 AX2766
 AX2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2766'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF COLUMBUS,
 AX2766'3.5 MILES SOUTH OF FAYETTEVILLE, 2 MILES NORTHEAST OF ELLINGER,
 AX2766'0.3 MILE SOUTH OF THE LIVE OAK HILL CATHOLIC CHURCH AND
 AX2766'CEMETERY AND ON A HIGH TIMBERED RIDGE ON THE PROPERTY OF
 AX2766'MR. FRED ZAPALAC.
 AX2766'
 AX2766'TO REACH THE STATION FROM THE POST OFFICE IN ELLINGER, GO
 AX2766'NORTH ON GRAVELED STREET FOR 0.15 MILE TO CROSS STREETS
 AX2766'THENCE RIGHT, EAST, FOR 1 MILE TO A T-INTERSECTION.  TURN
 AX2766'LEFT, NORTH, AND GO 1.1 MILE TO THE RANCH OF MR. ZAPALAC
 AX2766'AND GATE ON THE LEFT.  PASS THROUGH GATE THENCE RIGHT, PASSING
 AX2766'RED BARN ON THE LEFT, TO A WIRE GATE.  CONTINUE THROUGH
 AX2766'GATE AND FOLLOW TRACK ROAD FOR 0.25 MILE TO THE HIGHEST POINT
 AX2766'OF THE RIDGE AND THE STATION SITE.
 AX2766'
 AX2766'TO REACH THE AZIMUTH MARK FROM THE GATE AT THE ENTRANCE TO
 AX2766'THE ZAPALAC RANCH.  GO NORTH AND WEST ON MAIN ROAD FOR 0.6
 AX2766'MILE TO A T-INTERSECTION AT THE NORTHEAST CORNER OF THE
 AX2766'LIVE OAK HILL CEMETERY THENCE LEFT FOR 0.05 MILE TO THE MARK
 AX2766'ON THE RIGHT AS DESCRIBED BELOW.
 AX2766'
 AX2766'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2766'POST FLUSH WITH THE SURFACE.  IT IS 150 FEET WEST OF RIGHT-OF-WAY
 AX2766'FENCELINE, 4 FEET EAST OF A WITNESS POST AND SURROUNDED BY
 AX2766'LARGE LIVE OAK TREES.  THE MARK IS STAMPED LIVE OAK 1954.
 AX2766'
 AX2766'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AX2766'CONCRETE POST PROJECTING 4 INCHES.  IT IS 32 FEET WEST OF
 AX2766'A GRAVEL PIT AND 1 FOOT WEST OF A BROKEN DOWN FENCELINE.
 AX2766'THE MARK IS STAMPED OAK HILL NO 1 1954.
 AX2766'
 AX2766'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2766'POST PROJECTING 4 INCHES.  IT IS 50 FEET WEST OF A GRAVEL
 AX2766'PIT.  THE MARK IS STAMPED OAK HILL NO 2 1954.
 AX2766'
 AX2766'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2766'POST PROJECTING 4 INCHES.  IT IS 225 FEET NORTH OF THE NORTHWEST
 AX2766'FENCE CORNER OF THE CEMETERY, 225 FEET NORTHEAST OF ST. MARYS
 AX2766'HOSTYN SCHOOL, 100 FEET SOUTHEAST OF A CATTLE GUARD AND
 AX2766'FARM DRIVEWAY, 39 FEET NORTHEAST OF THE CENTERLINE OF THE
 AX2766'ROAD AND 2.5 FEET SOUTH OF A WITNESS POST.  THE MARK IS
 AX2766'STAMPED LIVE OAK 1954.
 AX2766'
 AX2766'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2767 ***********************************************************************
 AX2767  DESIGNATION -  LIVE OAK HILL CATH CH SPIRE
 AX2767  PID         -  AX2767
 AX2767  STATE/COUNTY-  TX/FAYETTE
 AX2767  USGS QUAD   -  ELLINGER (1981)
 AX2767
 AX2767                         *CURRENT SURVEY CONTROL
 AX2767  ___________________________________________________________________
 AX2767* NAD 83(1993)-  29 51 05.09282(N)    096 40 44.95012(W)     ADJUSTED  
 AX2767* NAVD 88     -                                                        
 AX2767  ___________________________________________________________________
 AX2767  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AX2767  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX2767
 AX2767  HORZ ORDER  -  THIRD
 AX2767
 AX2767.The horizontal coordinates were established by classical geodetic methods
 AX2767.and adjusted by the National Geodetic Survey in February 1996..
 AX2767
 AX2767
 AX2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2767
 AX2767.The geoid height was determined by GEOID03.
 AX2767
 AX2767;                    North         East     Units Scale Factor Converg.
 AX2767;SPC TXSC     - 4,225,884.455   824,226.447   MT  0.99990375   +1 08 13.2
 AX2767;SPC TXSC     -13,864,422.58  2,704,149.60   sFT  0.99990375   +1 08 13.2
 AX2767;UTM  14      - 3,304,582.085   724,204.203   MT  1.00022024   +1 09 20.5
 AX2767
 AX2767                          SUPERSEDED SURVEY CONTROL
 AX2767
 AX2767  NAD 83(1986)-  29 51 05.10869(N)    096 40 44.93639(W) AD(       ) 4
 AX2767  NAD 27      -  29 51 04.29300(N)    096 40 44.02400(W) AD(       ) 3
 AX2767
 AX2767.Superseded values are not recommended for survey control.
 AX2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2767.See file dsdata.txt to determine how the superseded data were derived.
 AX2767
 AX2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU2420404582(NAD 83)
 AX2767_MARKER: 90 = CHURCH SPIRE
 AX2767
 AX2767  HISTORY     - Date     Condition        Report By
 AX2767  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2767  HISTORY     - 1954     GOOD             CGS
 AX2767  HISTORY     - 1966     GOOD             CGS
 AX2767  HISTORY     - 19970607 GOOD             USPSQD
 AX2767
 AX2767                          STATION DESCRIPTION
 AX2767
 AX2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2767'THIS INTERSECTION STATION IS THE CHURCH SPIRE OF ST. MARYS
 AX2767'CATHOLIC CHURCH, IN THE VILLAGE OF HOSTYN, 1-1/2 MILES NE
 AX2767'OF ELLINGER AND 4 MILES S OF FAYETTEVILLE.  CHURCH IS PAINTED
 AX2767'WHITE WITH A BLACK CROSS ON TOP OF SPIRE.  POINT OBSERVED
 AX2767'ON, CROSS ON TOP OF SPIRE.
 AX2767
 AX2767                          STATION RECOVERY (1954)
 AX2767
 AX2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2767'THE STATION IS THE BLACK IRON CROSS ON TOP OF THE CUPOLA OF
 AX2767'THE CHURCH.  IT IS ABOUT 3.5 MILES SOUTH OF FAYETTE AND 2
 AX2767'MILES NORTH OF ELLINGER.  THE CHURCH IS A WHITE WOODEN
 AX2767'STRUCTURE APPROXIMATELY 55 FEET HIGH AND JUST WEST OF THE
 AX2767'LIVE OAK HILL CEMETERY.
 AX2767'
 AX2767'PROBABLY THE SAME AS ELLINGER, CATHOLIC CHURCH, SPIRE, 1943.
 AX2767
 AX2767                          STATION RECOVERY (1966)
 AX2767
 AX2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCK)
 AX2767'ELLINGER CHURCH SPIRE (ST. MARYS CATHOLIC CHURCH) AT THIS
 AX2767'PLACE HAS BEEN REFERRED TO AS ST. MARYS, ELLINGER, LIVE
 AX2767'OAK HILL AND HOSTYN HILL CATHOLIC CHURCH.  THE PLACE ON
 AX2767'WHICH THE CHURCH IS LOCATED HAS BEEN REFERRED TO AS LIVE
 AX2767'OAK HILL AND HOSTYN HILL.  THE USE OF THE WORDS IN THE VILLAGE
 AX2767'OF HOSTYN COULD CAUSE CONFUSION SINCE THERE IS A VILLAGE
 AX2767'NAMED HOSTYN 5.5 MILES SOUTH OF LA GRANGE.
 AX2767'
 AX2767'IN THE 1954 RECOVERY NOTE, THE WORD FAYETTE SHOULD BE
 AX2767'FAYETTEVILLE.  IN OCTOBER 1966 THE CHURCH WAS STILL IN EXISTANCE.
 AX2767
 AX2767                          STATION RECOVERY (1997)
 AX2767
 AX2767'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0744 ***********************************************************************
 AO0744  DESIGNATION -  LIVEOAK
 AO0744  PID         -  AO0744
 AO0744  STATE/COUNTY-  TX/ZAVALA
 AO0744  USGS QUAD   -  BATESVILLE (1972)
 AO0744
 AO0744                         *CURRENT SURVEY CONTROL
 AO0744  ___________________________________________________________________
 AO0744* NAD 83(1993)-  28 56 19.69121(N)    099 32 46.02305(W)     ADJUSTED  
 AO0744* NAVD 88     -       228.9    (meters)     751.     (feet)  VERTCON   
 AO0744  ___________________________________________________________________
 AO0744  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AO0744  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AO0744
 AO0744  HORZ ORDER  -  FIRST
 AO0744
 AO0744.The horizontal coordinates were established by classical geodetic methods
 AO0744.and adjusted by the National Geodetic Survey in February 1996..
 AO0744
 AO0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0744
 AO0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0744
 AO0744.The geoid height was determined by GEOID03.
 AO0744
 AO0744;                    North         East     Units Scale Factor Converg.
 AO0744;SPC TXSC     - 4,122,640.567   546,761.804   MT  0.99988698   -0 16 03.2
 AO0744;SPC TXSC     -13,525,696.59  1,793,834.35   sFT  0.99988698   -0 16 03.2
 AO0744;UTM  14      - 3,201,328.294   446,776.459   MT  0.99963496   -0 15 51.3
 AO0744
 AO0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0744!SPC TXSC     -   0.99996773  x   0.99988698  =   0.99985471
 AO0744!UTM  14      -   0.99996773  x   0.99963496  =   0.99960270
 AO0744
 AO0744:                Primary Azimuth Mark                     Grid Az
 AO0744:SPC TXSC     -  LOMA VISTA RAD MAST                      197 26 44.1
 AO0744:UTM  14      -  LOMA VISTA RAD MAST                      197 26 32.2
 AO0744
 AO0744|---------------------------------------------------------------------|
 AO0744| PID    Reference Object                     Distance      Geod. Az  |
 AO0744|                                                           dddmmss.s |
 AO0744| AO0748 LOMA VISTA RAD MAST                 APPROX.16.4 KM 1971040.9 |
 AO0744| AO0750 BATESVILLE CABLE VISION MAST        APPROX.16.2 KM 2010458.6 |
 AO0744| CV5514 LIVEOAK RM 2                         22.784 METERS 24306     |
 AO0744| AO0752 BATESVILLE RAD MAST                 APPROX. 8.9 KM 2813036.8 |
 AO0744| AO0746 BATESVILLE TANK                     APPROX. 7.3 KM 2833323.4 |
 AO0744| CV5512 LIVEOAK AZ MK                                      3314019.9 |
 AO0744| CV5513 LIVEOAK RM 1                         14.919 METERS 33802     |
 AO0744|---------------------------------------------------------------------|
 AO0744
 AO0744                          SUPERSEDED SURVEY CONTROL
 AO0744
 AO0744  NAD 83(1986)-  28 56 19.68929(N)    099 32 46.00233(W) AD(       ) 1
 AO0744  NAD 27      -  28 56 18.79040(N)    099 32 44.82436(W) AD(       ) 1
 AO0744  NGVD 29 (07/19/86)  228.8    (m)          751.     (f) VERT ANG       
 AO0744
 AO0744.Superseded values are not recommended for survey control.
 AO0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0744.See file dsdata.txt to determine how the superseded data were derived.
 AO0744
 AO0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT4677601328(NAD 83)
 AO0744_MARKER: DS = TRIANGULATION STATION DISK
 AO0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0744
 AO0744  HISTORY     - Date     Condition        Report By
 AO0744  HISTORY     - 1972     MONUMENTED       NGS
 AO0744  HISTORY     - 19970412 GOOD             USPSQD
 AO0744  HISTORY     - 20010517 GOOD             USPSQD
 AO0744
 AO0744                          STATION DESCRIPTION
 AO0744
 AO0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0744'THE STATION IS ABOUT 18 MILES EAST OF LA PRYOR, 4 MILES EAST AND 1
 AO0744'MILE SOUTH OF BATESVILLE AND ON THE EAST RIGHT-OF-WAY OF FARM ROAD
 AO0744'1866.
 AO0744'
 AO0744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 57 AND FARM
 AO0744'ROAD 117 IN BATESVILLE, GO EAST OF U.S. HIGHWAY 57 FOR 4.1 MILES TO
 AO0744'THE JUNCTION WITH FARM ROAD 1866.  TURN RIGHT AND GO
 AO0744'SOUTH-SOUTHEAST ON FARM ROAD 1866 FOR 1.0 MILE TO THE AZIMUTH MARK
 AO0744'ON THE RIGHT.  CONTINUE SOUTH-SOUTHEAST ON FARM ROAD 1866 FOR
 AO0744'0.3 MILE TO THE STATION ON THE LEFT.
 AO0744'
 AO0744'STATION MARKS ARE STANDARD DISKS, STAMPED LIVEOAK 1972.  THE SURFACE
 AO0744'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0744'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 38.0 FEET
 AO0744'SOUTH-SOUTHEAST OF THE CENTER OF A FARM DRIVEWAY, 35.5 FEET
 AO0744'NORTHEAST OF THE CENTER OF FARM ROAD 1866, 5.5 FEET SOUTHWEST OF A
 AO0744'FENCE AND 3.5 FEET SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND MARK
 AO0744'IS CEMENTED IN A DRILL HOLE IN BEDROCK 36 INCHES BELOW THE GROUND
 AO0744'SURFACE.
 AO0744'
 AO0744'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LIVEOAK NO 1 1972, SET
 AO0744'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0744'WITH THE GROUND.  IT IS 48.7 FEET NORTHWEST OF THE WITNESS POST,
 AO0744'39.0 FEET NORTHEAST OF THE CENTER OF FARM ROAD 1866, 39.0 FEET
 AO0744'NORTHWEST OF THE CENTER OF THE DRIVEWAY, 4.5 FEET SOUTH-SOUTHEAST
 AO0744'OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0744'
 AO0744'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LIVEOAK NO 2 1972, SET
 AO0744'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0744'3 INCHES ABOVE THE GROUND.  IT IS 78.4 FEET SOUTHWEST OF THE
 AO0744'WITNESS POST, 40.0 FEET SOUTHWEST OF THE CENTER OF FARM ROAD 1866,
 AO0744'1.0 FOOT NORTHEAST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 AO0744'STATION.
 AO0744'
 AO0744'AZIMUTH MARK IS A STANDARD DISK, STAMPED LIVEOAK 1972, SET IN THE TOP
 AO0744'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3 INCHES
 AO0744'ABOVE THE GROUND.  IT IS 215.0 FEET SOUTH-SOUTHEAST OF THE CENTER
 AO0744'OF A FARM DRIVEWAY, 38.0 FEET SOUTHWEST OF THE CENTER OF FARM ROAD
 AO0744'1866, 3.4 FEET SOUTHEAST OF A WITNESS POST AND 2.5 FEET NORTHEAST
 AO0744'OF A FENCE.
 AO0744'
 AO0744'HEIGHT OF LIGHT ABOVE STATION MARK 1.73 METERS.
 AO0744
 AO0744                          STATION RECOVERY (1997)
 AO0744
 AO0744'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0744'RECOVERED IN GOOD CONDITION.
 AO0744
 AO0744                          STATION RECOVERY (2001)
 AO0744
 AO0744'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0003 ***********************************************************************
 AW0003  DESIGNATION -  LIVERPOOL
 AW0003  PID         -  AW0003
 AW0003  STATE/COUNTY-  TX/BRAZORIA
 AW0003  USGS QUAD   -  LIVERPOOL (1963)
 AW0003
 AW0003                         *CURRENT SURVEY CONTROL
 AW0003  ___________________________________________________________________
 AW0003* NAD 83(1993)-  29 17 48.42968(N)    095 16 36.54696(W)     ADJUSTED  
 AW0003* NAVD 88     -         5.55   (+/-2cm)      18.2    (feet)  VERTCON   
 AW0003  ___________________________________________________________________
 AW0003  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW0003  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW0003
 AW0003  HORZ ORDER  -  FIRST
 AW0003  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0003
 AW0003.The horizontal coordinates were established by classical geodetic methods
 AW0003.and adjusted by the National Geodetic Survey in February 1996..
 AW0003
 AW0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0003.The vertical order pertains to the NGVD 29 superseded value.
 AW0003
 AW0003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0003
 AW0003.The geoid height was determined by GEOID03.
 AW0003
 AW0003;                    North         East     Units Scale Factor Converg.
 AW0003;SPC TXSC     - 4,167,946.013   961,631.085   MT  0.99986346   +1 49 26.5
 AW0003;SPC TXSC     -13,674,336.21  3,154,951.32   sFT  0.99986346   +1 49 26.5
 AW0003;UTM  15      - 3,243,018.617   278,843.912   MT  1.00020356   -1 06 52.5
 AW0003
 AW0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0003!SPC TXSC     -   1.00000334  x   0.99986346  =   0.99986680
 AW0003!UTM  15      -   1.00000334  x   1.00020356  =   1.00020690
 AW0003
 AW0003:                Primary Azimuth Mark                     Grid Az
 AW0003:SPC TXSC     -  ALVIN E MUN WATER TANK                   009 52 52.7
 AW0003:UTM  15      -  ALVIN E MUN WATER TANK                   012 49 11.7
 AW0003
 AW0003|---------------------------------------------------------------------|
 AW0003| PID    Reference Object                     Distance      Geod. Az  |
 AW0003|                                                           dddmmss.s |
 AW0003| AW6770 ALVIN E MUN WATER TANK              APPROX.14.5 KM 0114219.2 |
 AW0003| CV6513 LIVERPOOL RM 3                       29.714 METERS 12124     |
 AW0003| AW0002 LIVERPOOL RM 4                       32.885 METERS 16023     |
 AW0003| AW6817 HOSKINS MOUND SULPHUR CO E TK       APPROX.18.1 KM 1673251.7 |
 AW0003| AW6821 HOSKINS MOUND FREEPORT CO STK       APPROX.18.1 KM 1675028.9 |
 AW0003| AW6822 HOSKINS MOUND FREEPORT CO W TK      APPROX.18.1 KM 1680253.2 |
 AW0003| AW3908 LIVERPOOL RM 1                       34.412 METERS 17643     |
 AW0003| AW0001 LIVERPOOL RM 2                                     23850     |
 AW0003| CV6512 LIVERPOOL AZ MK                                    2842041.5 |
 AW0003| AW3909 LIVERPOOL RM 5                       24.419 METERS 34037     |
 AW0003|---------------------------------------------------------------------|
 AW0003
 AW0003                          SUPERSEDED SURVEY CONTROL
 AW0003
 AW0003  NAD 83(1986)-  29 17 48.44333(N)    095 16 36.52592(W) AD(       ) 1
 AW0003  NAD 27      -  29 17 47.58390(N)    095 16 35.76480(W) AD(       ) 1
 AW0003  NGVD 29 (??/??/92)    5.550  (m)           18.21   (f) ADJ UNCH    1 1
 AW0003
 AW0003.Superseded values are not recommended for survey control.
 AW0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0003.See file dsdata.txt to determine how the superseded data were derived.
 AW0003
 AW0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7884443019(NAD 83)
 AW0003_MARKER: DS = TRIANGULATION STATION DISK
 AW0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0003_STAMPING: LIVERPOOL 1931
 AW0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0003+STABILITY: SURFACE MOTION
 AW0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0003+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0003
 AW0003  HISTORY     - Date     Condition        Report By
 AW0003  HISTORY     - 1931     MONUMENTED       CGS
 AW0003  HISTORY     - 1937     GOOD             TXHD
 AW0003  HISTORY     - 1942     GOOD             CGS
 AW0003  HISTORY     - 1950     GOOD             SSC
 AW0003  HISTORY     - 1950     GOOD             CGS
 AW0003  HISTORY     - 1952     GOOD             CGS
 AW0003  HISTORY     - 1963     GOOD             CGS
 AW0003  HISTORY     - 1964     GOOD             CGS
 AW0003  HISTORY     - 1973     GOOD             NGS
 AW0003  HISTORY     - 1973     GOOD             NGS
 AW0003  HISTORY     - 1978     GOOD             NGS
 AW0003  HISTORY     - 1987     GOOD             USPSQD
 AW0003  HISTORY     - 1987     GOOD             USPSQD
 AW0003  HISTORY     - 1990     GOOD             USPSQD
 AW0003  HISTORY     - 1991     GOOD             USPSQD
 AW0003  HISTORY     - 20040319 GOOD             USPSQD
 AW0003
 AW0003                          STATION DESCRIPTION
 AW0003
 AW0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW0003'ABOUT 8 MILES S OF ALVIN ON STATE ROAD 58, IN THE SMALL VILLAGE
 AW0003'OF LIVERPOOL, ON N SIDE OF ROAD, 20 FEET W OF BOARD FENCE AROUND
 AW0003'CATTLE PEN, 72.7 FEET NE OF N END OF FIRST CONCRETE CULVERT E OF
 AW0003'CORNER OF POST OFFICE, AND 65 FEET N OF CENTER LINE OF STATE
 AW0003'ROAD 58.
 AW0003'
 AW0003'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW0003'DISKS SET IN CONCRETE.
 AW0003'
 AW0003'REFERENCE MARK NO. 1 IS 24 FEET SW OF S END OF CONCRETE CULVERT,
 AW0003'27 FEET S OF CENTER LINE OF ROAD, AND 113.05 FEET FROM STATION,
 AW0003'S 03 DEG 11 MIN E.
 AW0003'
 AW0003'REFERENCE MARK NO. 2 IS ABOUT 50 YARDS E OF RAILROAD STATION
 AW0003'AT LIVERPOOL, AT CORNER OF RIGHT-OF-WAY FENCE SW OF RAILROAD
 AW0003'CROSSING, ABOUT 18 YARDS (PACED) SW OF U.S.G.S. B.M. 053, 1918,
 AW0003'IN W ABUTMENT OF CONCRETE CULVERT S OF RAILROAD, AND APPROXIMATELY
 AW0003'0.2 MILE FROM STATION, S 58 DEG 50 MIN W.  BEARING
 AW0003'FROM STATION OF BASE OF STAFF ON CUPOLA, LIVERPOOL SCHOOL,
 AW0003'DISTANT ABOUT THREE-FOURTHS MILE IS S 16 DEG 59 MIN E.
 AW0003
 AW0003                          STATION RECOVERY (1937)
 AW0003
 AW0003'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW0003'STATION AND REFERENCE NO. 1 WERE RECOVERED IN GOOD CONDITION.
 AW0003'THE DESCRIPTION AS GIVEN HOLDS TRUE FOR THEIR LOCATION EXCEPT
 AW0003'STATE ROAD 58 SHOULD READ STATE HIGHWAY 38.  NO ATTEMPT MADE TO
 AW0003'RECOVER OTHER REFERENCE MARK.
 AW0003
 AW0003                          STATION RECOVERY (1942)
 AW0003
 AW0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW0003'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW0003'CONDITION.
 AW0003'
 AW0003'STATION IS ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD,
 AW0003'ABOUT 0.2 MILE NE OF THE STATION AT LIVERPOOL, ABOUT 300 FEET SE
 AW0003'OF THE CENTER LINE OF THE TRACKS, 65.5 FEET NW OF THE CENTER
 AW0003'LINE OF SHELL ROAD, 38.5 FEET NW OF THE S CORNER OF STOCK YARDS
 AW0003'AND 2.0 FEET SW OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS
 AW0003'STAMPED LIVERPOOL 1931.  THE MONUMENT PROJECTS 0.4 FOOT.
 AW0003'
 AW0003'REFERENCE MARK NO. 1 IS ABOUT 113 FEET SOUTHERLY
 AW0003'FROM THE STATION, 27.0 FEET SE OF THE CENTER LINE OF THE SHELL
 AW0003'ROAD AND 6.6 FEET SE OF RIGHT-OF-WAY FENCE.  IT IS STAMPED
 AW0003'LIVERPOOL NO. 1 1931.  THE MONUMENT PROJECTS 0.4 FOOT.
 AW0003'
 AW0003'REFERENCE MARK NO. 2 IS ABOUT 200 FEET E OF THE ST.
 AW0003'LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION, ABOUT 100 FEET NE
 AW0003'OF FENCE CORNER, 43.3 FEET W OF THE CENTER LINE OF A SHELL ROAD.
 AW0003'IT IS STAMPED LIVERPOOL NO. 2 1931.  MONUMENT PROJECTS 0.5 FOOT.
 AW0003
 AW0003                          STATION RECOVERY (1950)
 AW0003
 AW0003'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1950 (BWK)
 AW0003'MARK LOCATED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AW0003'REFERENCE MARKS 1 AND 2 WERE ALSO LOCATED AS DESCRIBED AND FOUND
 AW0003'IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 AW0003
 AW0003                          STATION RECOVERY (1950)
 AW0003
 AW0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWW)
 AW0003'STATION AND REFERENCE MARKS WERE RECOVERED AND WERE FOUND TO
 AW0003'BE IN GOOD CONDITION.  THE FOLLOWING IS A COMPLETE NEW
 AW0003'DESCRIPTION--
 AW0003'
 AW0003'STATION IS LOCATED 0.15 MILE NE ALONG A SHELL ROAD FROM THE
 AW0003'POST OFFICE AT LIVERPOOL, AT THE S CORNER OF A STOCKYARD, 300 FEET
 AW0003'SE OF THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD, 65 FEET NW
 AW0003'OF THE CENTER LINE OF A SHELL ROAD, 38.5 FEET W OF THE S CORNER OF
 AW0003'THE STOCKYARD AND 1.2 FEET S OF A WITNESS POST.
 AW0003'
 AW0003'STATION MARK IS A STANDARD STATION DISK, SET IN THE TOP OF A
 AW0003'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, AND IS
 AW0003'STAMPED LIVERPOOL 1931.
 AW0003'
 AW0003'REFERENCE MARK 1 IS 102 FEET S OF THE S CORNER OF A STOCKYARD,
 AW0003'113.0 FEET S OF THE STATION, 27 FEET SE OF THE CENTER LINE OF
 AW0003'A SHELL ROAD, 37 FEET SW OF A TELEPHONE POLE, 1 FOOT SE OF A
 AW0003'FENCE, AND 1 FOOT NE OF A WITNESS POST.  IT IS A STANDARD
 AW0003'REFERENCE DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AW0003'0.1 FOOT ABOVE THE GROUND, AND IS STAMPED LIVERPOOL NO 1 1931.
 AW0003'
 AW0003'REFERENCE MARK 2 IS 151 FEET W OF THE W CORNER OF THE POST
 AW0003'OFFICE AT LIVERPOOL, 0.15 MILE SW OF THE STATION, 96.5 FEET E
 AW0003'OF THE E RAIL OF THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD,
 AW0003'43 FEET SW OF THE CENTER LINE OF AN OILED ROAD, 1 FOOT SE OF A
 AW0003'FENCE, AND 1.2 FEET NE OF A WITNESS POST.  IT IS A STANDARD
 AW0003'REFERENCE DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AW0003'0.6 FOOT ABOVE THE GROUND, AND IS STAMPED LIVERPOOL NO 2 1931.
 AW0003
 AW0003                          STATION RECOVERY (1952)
 AW0003
 AW0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW0003'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 AW0003'WAS RECOVERED AND FOUND IN VERY GOOD CONDITION.  REFERENCE MARK
 AW0003'NO. 3 AND AN AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE
 AW0003'DESCRIPTION FOLLOWS--
 AW0003'
 AW0003'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF ALVIN, 0.15 MILE
 AW0003'EAST OF LIVERPOOL, 65 FEET NORTH OF A SHELL ROAD, 39 FEET WEST
 AW0003'OF THE SOUTHWEST CORNER OF A CORRAL AND 3 FEET SOUTH OF A WITNESS
 AW0003'POST.  IT PROJECTS 3 INCHES AND IS STAMPED LIVERPOOL 1931.
 AW0003'
 AW0003'REFERENCE MARK NO. 1 IS 39 FEET SOUTHWEST OF A TELEPHONE POLE,
 AW0003'26 FEET SOUTH OF A SHELL ROAD AND 1 FOOT EAST OF A WITNESS POST.
 AW0003'IT IS STAMPED LIVERPOOL NO 1 1931.
 AW0003'
 AW0003'REFERENCE MARK NO. 2 IS 44 FEET SOUTHWEST OF THE MAIN STREET OF
 AW0003'LIVERPOOL, 27 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 AW0003'20 FEET NORTHWEST OF A HIGHLINE POLE AND 6 INCHES SOUTHWEST OF A
 AW0003'WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED LIVERPOOL NO
 AW0003'2 1931.
 AW0003'
 AW0003'REFERENCE MARK NO. 3 IS 25 FEET SOUTH OF THE CENTER OF A SHELL
 AW0003'ROAD AND 1 FOOT NORTH OF A FENCE LINE.  IT PROJECTS 6 INCHES
 AW0003'AND IS STAMPED LIVERPOOL NO 3 1931.
 AW0003'
 AW0003'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 98.56 FEET.
 AW0003'
 AW0003'THE AZIMUTH MARK IS 56 FEET SOUTHWEST OF THE CENTER OF A GRADED
 AW0003'ROAD, 1.5 FEET NORTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTHEAST
 AW0003'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED LIVERPOOL
 AW0003'1931 RESET 1952.
 AW0003'
 AW0003'TO REACH THE STATION FROM THE POST OFFICE IN LIVERPOOL GO EAST
 AW0003'ON SHELL ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT AS
 AW0003'DESCRIBED.
 AW0003'
 AW0003'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LIVERPOOL GO
 AW0003'NORTHERLY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 AW0003'DESCRIBED.
 AW0003
 AW0003                          STATION RECOVERY (1963)
 AW0003
 AW0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW0003'STATION MARK FOUND AS DESCRIBED EXCEPT TOP OF POST LEANS SLIGHTLY,
 AW0003'A 12 X 12-INCH CONCRETE POST PROJECTING 6 INCHES STAMPED
 AW0003'LIVERPOOL 1931, 66 FEET NORTHWEST FROM CENTER OF SHELL ROAD,
 AW0003'19.5 FEET WEST-SOUTHWEST OF CORRAL BOARD FENCE AND 4 FEET
 AW0003'NORTHWEST OF STEEL WITNESS POST.
 AW0003'
 AW0003'R.M. 2 AND R.M. 3 DESTROYED BOTH MONUMENTS WITH DISKS FOUND
 AW0003'LAYING ON TOP OF GROUND.  REFERENCE MARKS NO. 4 AND 5 WERE
 AW0003'ESTABLISHED.
 AW0003'
 AW0003'R.M. 4 IS 40 FEET SOUTHEAST FROM CENTER OF SHELL ROAD, 87 FEET
 AW0003'NORTHEAST FROM CENTER OF T-ROAD LEADING SOUTH, SET IN TOP OF
 AW0003'A 10 X 10-INCH CONCRETE POST PROJECTING 4 INCHES STAMPED LIVERPOOL
 AW0003'NO 4 1931
 AW0003'
 AW0003'R.M. 5 IS NORTH NORTHWEST OF STATION 2.5 FEET SOUTH OF POST AT
 AW0003'ANGLE IN THE BOARD FENCE, 1 FOOT WEST OF FENCE PROJECTS 6
 AW0003'INCHES AND IS STAMPED LIVERPOOL NO 5 1931.  A STEEL WITNESS POST
 AW0003'WAS SET 2 FEET EAST OF R.M. 4.
 AW0003
 AW0003                          STATION RECOVERY (1964)
 AW0003
 AW0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0003'LIVERPOOL 1931 IS ABOUT 0.15 MILE NORTHEAST ALONG A SHELL ROAD FROM
 AW0003'THE POST OFFICE OF LIVERPOOL, 65 FEET NORTHWEST OF THE CENTER LINE
 AW0003'OF THE ROAD, 300 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 AW0003'ST. LOUIS, BROWNSVILLE AND MEXICO RAILWAY, 113 FEET NORTH ACROSS
 AW0003'THE ROAD FROM R.M. 1, 90 FEET NORTH-NORTHEAST OF A POWER POLE,
 AW0003'38-1/2 FEET WEST OF THE SOUTH CORNER OF A STOCK YARD, AND SET IN
 AW0003'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW0003'
 AW0003'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW0003'
 AW0003'R.M. 4 IS 109 FEET SOUTHEAST ACROSS THE ROAD FROM THE STATION
 AW0003'MARK, 300 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE ST. LOUIS,
 AW0003'BROWNSVILLE AND MEXICO RAILWAY, 84 FEET SOUTHEAST OF THE SOUTHEAST
 AW0003'CORNER OF A STOCK PEN, 38 FEET SOUTHEAST OF THE CENTER LINE OF
 AW0003'THE ROAD, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 AW0003'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW0003'2 INCHES.
 AW0003'
 AW0003'R.M. 5 IS 83 FEET NORTH-NORTHWEST OF THE STATION MARK, 140 FEET
 AW0003'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTHWEST
 AW0003'OF THE SOUTHWEST BOARD FENCE OF A STOCK PEN, ABOUT LEVEL WITH
 AW0003'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 AW0003'INCHES.
 AW0003'
 AW0003'LIVERPOOL 1931 AZIMUTH RESET WAS SEARCHED FOR BUT NOT RECOVERED.
 AW0003
 AW0003                          STATION RECOVERY (1973)
 AW0003
 AW0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JT)
 AW0003'THE STATION, R.M. 2 AND R.M. 4 WERE RECOVERED IN GOOD CONDITION
 AW0003'AND LEVELED OVER BY THIS PARTY IN 1973
 AW0003'
 AW0003'TO REACH THE STATION FROM THE CROSSING OF MAIN STREET AND THE
 AW0003'MISSOURI PACIFIC RAILROAD AT LIVERPOOL, 0.05 MILE SOUTHEAST
 AW0003'ALONG MAIN STREET, THENCE 0.15 MILE NORTHEAST ALONG COUNTY ROAD
 AW0003'171, AT THE JUNCTION OF A PRIVATE ROAD NORTHWEST.
 AW0003'
 AW0003'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 AW0003'LIVERPOOL 1931, 64 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW0003'COUNTY ROAD, 22 FEET SOUTHWEST OF THE PRIVATE DRIVE, 89.9
 AW0003'FEET NORTHEAST OF A POWER POLE, 2.7 FEET NORTHWEST OF A WITNESS
 AW0003'POST, IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE ROAD.
 AW0003'
 AW0003'REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK, STAMPED
 AW0003'LIVERPOOL NO 2, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD
 AW0003'AND MAIN STREET, 97.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 AW0003'THE MAIN TRACK, 46.2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW0003'STREET, 30 FEET SOUTH-SOUTHEAST OF A POWER POLE BEARING A STREET
 AW0003'LIGHT, IN THE TOP OF A CONCRETE POST, PROJECTING 0.2 FOOT ABOVE
 AW0003'THE GROUND.
 AW0003'
 AW0003'REFERENCE MARK 4 IS A C AND GS REFERENCE MARK DISK, STAMPED
 AW0003'LIVERPOOL NO 4 1931, THE TO REACH IS THE SAME AS THE STATION
 AW0003'MARK, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 85 FEET
 AW0003'NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE SOUTHEAST, 81
 AW0003'FEET EAST AND ACROSS THE ROAD FROM A POWER POLE, 26.0 FEET EAST
 AW0003'OF THE SOUTHEAST END OF A 30-INCH PIPE CULVERT, IN THE TOP OF
 AW0003'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW0003'
 AW0003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LIVERPOOL
 AW0003
 AW0003                          STATION RECOVERY (1973)
 AW0003
 AW0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0003'IN LIVERPOOL.
 AW0003'AT LIVERPOOL, 0.05 MILE SOUTHEAST ALONG MAIN STREET FROM THE CROSSING
 AW0003'OF THE MISSOURI PACIFIC RAILROAD, THENCE 0.15 MILE NORTHEAST ALONG
 AW0003'COUNTY ROAD 171, AT THE JUNCTION OF A PRIVATE ROAD NORTHWEST, 64 FEET
 AW0003'NORTHWEST OF THE COUNTY ROAD, 22 FEET SOUTHWEST OF THE PRIVATE ROAD,
 AW0003'89.9 FEET NORTHEAST OF A POWER POLE, 2.7 FEET NORTHWEST OF A WITNESS
 AW0003'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW0003'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THE CONCRETE POST IS
 AW0003'TILTED BUT STILL SOLID.
 AW0003
 AW0003                          STATION RECOVERY (1978)
 AW0003
 AW0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0003'RECOVERED IN GOOD CONDITION.
 AW0003
 AW0003                          STATION RECOVERY (1987)
 AW0003
 AW0003'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0003'RECOVERED IN GOOD CONDITION.
 AW0003
 AW0003                          STATION RECOVERY (1987)
 AW0003
 AW0003'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0003'RECOVERED IN GOOD CONDITION.
 AW0003
 AW0003                          STATION RECOVERY (1990)
 AW0003
 AW0003'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0003'RECOVERED IN GOOD CONDITION.
 AW0003
 AW0003                          STATION RECOVERY (1991)
 AW0003
 AW0003'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW0003'RECOVERED IN GOOD CONDITION.
 AW0003
 AW0003                          STATION RECOVERY (2004)
 AW0003
 AW0003'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3908 ***********************************************************************
 AW3908  DESIGNATION -  LIVERPOOL RM 1
 AW3908  PID         -  AW3908
 AW3908  STATE/COUNTY-  TX/BRAZORIA
 AW3908  USGS QUAD   -  LIVERPOOL (1963)
 AW3908
 AW3908                         *CURRENT SURVEY CONTROL
 AW3908  ___________________________________________________________________
 AW3908* NAD 83(1986)-  29 17 48.     (N)    095 16 36.     (W)     SCALED    
 AW3908* NAVD 88     -         5.89   (+/-2cm)      19.3    (feet)  VERTCON   
 AW3908  ___________________________________________________________________
 AW3908  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW3908
 AW3908  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3908
 AW3908.The horizontal coordinates were scaled from a topographic map and have
 AW3908.an estimated accuracy of +/- 6 seconds.
 AW3908
 AW3908.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3908.The vertical order pertains to the NGVD 29 superseded value.
 AW3908
 AW3908.The geoid height was determined by GEOID03.
 AW3908
 AW3908;                    North         East    Units  Estimated Accuracy
 AW3908;SPC TXSC     - 4,167,930.      961,650.      MT  (+/- 180 meters Scaled)
 AW3908
 AW3908                          SUPERSEDED SURVEY CONTROL
 AW3908
 AW3908  NGVD 29 (??/??/92)    5.889  (m)           19.32   (f) ADJ UNCH    1 2
 AW3908
 AW3908.Superseded values are not recommended for survey control.
 AW3908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3908.See file dsdata.txt to determine how the superseded data were derived.
 AW3908
 AW3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN788430(NAD 83)
 AW3908_MARKER: DR = REFERENCE MARK DISK
 AW3908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3908_STAMPING: LIVERPOOL NO 1 1931
 AW3908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3908+STABILITY: SURFACE MOTION
 AW3908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3908+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW3908
 AW3908  HISTORY     - Date     Condition        Report By
 AW3908  HISTORY     - 1931     MONUMENTED       CGS
 AW3908  HISTORY     - 1959     GOOD             NGS
 AW3908  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3908  HISTORY     - 20040319 GOOD             USPSQD
 AW3908
 AW3908                          STATION DESCRIPTION
 AW3908
 AW3908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3908'0.15 MI NE FROM LIVERPOOL.
 AW3908'0.15 MILE NORTHEAST ALONG A SHELL ROAD FROM THE POSTOFFICE AT
 AW3908'LIVERPOOL, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 113 FEET
 AW3908'SOUTH OF TRIANGULATION STATION LIVERPOOL 1931, 102 FEET SOUTH OF THE
 AW3908'SOUTH CORNER OF A STOCK YARD, 37 FEET SOUTHWEST OF A TELEPHONE POLE, 1
 AW3908'FOOT SOUTHEAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 AW3908'OF A CONCRETE POST PROJECTING 2 INCHES.
 AW3908
 AW3908                          STATION RECOVERY (1964)
 AW3908
 AW3908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3908'MARK NOT FOUND.
 AW3908
 AW3908                          STATION RECOVERY (2004)
 AW3908
 AW3908'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0001 ***********************************************************************
 AW0001  DESIGNATION -  LIVERPOOL RM 2
 AW0001  PID         -  AW0001
 AW0001  STATE/COUNTY-  TX/BRAZORIA
 AW0001  USGS QUAD   -  LIVERPOOL (1963)
 AW0001
 AW0001                         *CURRENT SURVEY CONTROL
 AW0001  ___________________________________________________________________
 AW0001* NAD 83(1986)-  29 17 44.     (N)    095 16 46.     (W)     SCALED    
 AW0001* NAVD 88     -         6.03   (+/-2cm)      19.8    (feet)  VERTCON   
 AW0001  ___________________________________________________________________
 AW0001  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW0001
 AW0001  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0001
 AW0001.The horizontal coordinates were scaled from a topographic map and have
 AW0001.an estimated accuracy of +/- 6 seconds.
 AW0001
 AW0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0001.The vertical order pertains to the NGVD 29 superseded value.
 AW0001
 AW0001.The geoid height was determined by GEOID03.
 AW0001
 AW0001;                    North         East    Units  Estimated Accuracy
 AW0001;SPC TXSC     - 4,167,800.      961,380.      MT  (+/- 180 meters Scaled)
 AW0001
 AW0001                          SUPERSEDED SURVEY CONTROL
 AW0001
 AW0001  NGVD 29 (??/??/92)    6.029  (m)           19.78   (f) ADJ UNCH    1 1
 AW0001
 AW0001.Superseded values are not recommended for survey control.
 AW0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0001.See file dsdata.txt to determine how the superseded data were derived.
 AW0001
 AW0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN785428(NAD 83)
 AW0001_MARKER: DR = REFERENCE MARK DISK
 AW0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0001_STAMPING: LIVERPOOL NO 2 1931
 AW0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0001+STABILITY: SURFACE MOTION
 AW0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0001+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0001
 AW0001  HISTORY     - Date     Condition        Report By
 AW0001  HISTORY     - 1931     MONUMENTED       CGS
 AW0001  HISTORY     - 1973     GOOD             NGS
 AW0001  HISTORY     - 1978     GOOD             NGS
 AW0001  HISTORY     - 1987     GOOD             USPSQD
 AW0001  HISTORY     - 1990     GOOD             USPSQD
 AW0001  HISTORY     - 1991     GOOD             USPSQD
 AW0001  HISTORY     - 20040319 GOOD             USPSQD
 AW0001  HISTORY     - 20050405 GOOD             NGS
 AW0001
 AW0001                          STATION DESCRIPTION
 AW0001
 AW0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0001'IN LIVERPOOL.
 AW0001'AT LIVERPOOL, ALONG THE MISSOURI PACIFIC RAILROAD AT THE CROSSING OF
 AW0001'MAIN STREET, 97.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 AW0001'TRACK, 74.5 FEET NORTH OF THE NORTH CORNER OF A BRICK HOUSE AT 2210
 AW0001'MAIN STREET, 46.2 FEET SOUTHWEST OF THE CENTER LINE OF MAIN STREET, 30
 AW0001'FEET SOUTH-SOUTHEAST OF A POWER POLE BEARING A STREET LIGHT, 1 FOOT
 AW0001'NORTHEAST OF THE NORTHEAST EDGE OF A 10-INCH TREE, 2 FEET SOUTHEAST OF
 AW0001'A WITNESS POST, ABOUT LEVEL WITH MAIN STREET, AND SET IN THE TOP OF A
 AW0001'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW0001
 AW0001                          STATION RECOVERY (1978)
 AW0001
 AW0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0001'RECOVERED IN GOOD CONDITION.
 AW0001
 AW0001                          STATION RECOVERY (1987)
 AW0001
 AW0001'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0001'RECOVERED IN GOOD CONDITION.
 AW0001
 AW0001                          STATION RECOVERY (1990)
 AW0001
 AW0001'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0001'RECOVERED IN GOOD CONDITION.
 AW0001
 AW0001                          STATION RECOVERY (1991)
 AW0001
 AW0001'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW0001'RECOVERED IN GOOD CONDITION.
 AW0001
 AW0001                          STATION RECOVERY (2004)
 AW0001
 AW0001'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0001'RECOVERED IN GOOD CONDITION.
 AW0001
 AW0001                          STATION RECOVERY (2005)
 AW0001
 AW0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 AW0001'TEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0002 ***********************************************************************
 AW0002  DESIGNATION -  LIVERPOOL RM 4
 AW0002  PID         -  AW0002
 AW0002  STATE/COUNTY-  TX/BRAZORIA
 AW0002  USGS QUAD   -  LIVERPOOL (1963)
 AW0002
 AW0002                         *CURRENT SURVEY CONTROL
 AW0002  ___________________________________________________________________
 AW0002* NAD 83(1986)-  29 17 48.     (N)    095 16 36.     (W)     SCALED    
 AW0002* NAVD 88     -         5.64   (+/-2cm)      18.5    (feet)  VERTCON   
 AW0002  ___________________________________________________________________
 AW0002  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW0002
 AW0002  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0002
 AW0002.The horizontal coordinates were scaled from a topographic map and have
 AW0002.an estimated accuracy of +/- 6 seconds.
 AW0002
 AW0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0002.The vertical order pertains to the NGVD 29 superseded value.
 AW0002
 AW0002.The geoid height was determined by GEOID03.
 AW0002
 AW0002;                    North         East    Units  Estimated Accuracy
 AW0002;SPC TXSC     - 4,167,930.      961,650.      MT  (+/- 180 meters Scaled)
 AW0002
 AW0002                          SUPERSEDED SURVEY CONTROL
 AW0002
 AW0002  NGVD 29 (??/??/92)    5.641  (m)           18.51   (f) ADJ UNCH    1 1
 AW0002
 AW0002.Superseded values are not recommended for survey control.
 AW0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0002.See file dsdata.txt to determine how the superseded data were derived.
 AW0002
 AW0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN788430(NAD 83)
 AW0002_MARKER: DR = REFERENCE MARK DISK
 AW0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0002_STAMPING: LIVERPOOL NO 4 1931
 AW0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0002+STABILITY: SURFACE MOTION
 AW0002
 AW0002  HISTORY     - Date     Condition        Report By
 AW0002  HISTORY     - 1931     MONUMENTED       CGS
 AW0002  HISTORY     - 1972     GOOD             NGS
 AW0002  HISTORY     - 1978     GOOD             NGS
 AW0002  HISTORY     - 1987     GOOD             USPSQD
 AW0002  HISTORY     - 1990     GOOD             USPSQD
 AW0002  HISTORY     - 19910202 GOOD             USPSQD
 AW0002
 AW0002                          STATION DESCRIPTION
 AW0002
 AW0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0002'IN LIVERPOOL.
 AW0002'AT LIVERPOOL, 0.05 MILE SOUTHEAST ALONG MAIN STREET FROM THE CROSSING
 AW0002'OF THE MISSOURI PACIFIC RAILROAD, THENCE 0.15 MILE NORTHEAST ALONG
 AW0002'COUNTY ROAD 171, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 85
 AW0002'FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY SOUTHEAST, 81
 AW0002'FEET EAST AND ACROSS THE ROAD FROM A POWER POLE, 26.0 FEET EAST OF THE
 AW0002'SOUTHEAST END OF A 30-INCH PIPE CULVERT, 1.6 FEET SOUTHWEST OF A
 AW0002'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 AW0002'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW0002
 AW0002                          STATION RECOVERY (1978)
 AW0002
 AW0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0002'RECOVERED IN GOOD CONDITION.
 AW0002
 AW0002                          STATION RECOVERY (1987)
 AW0002
 AW0002'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0002'RECOVERED IN GOOD CONDITION.
 AW0002
 AW0002                          STATION RECOVERY (1990)
 AW0002
 AW0002'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0002'RECOVERED IN GOOD CONDITION.
 AW0002
 AW0002                          STATION RECOVERY (1991)
 AW0002
 AW0002'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3909 ***********************************************************************
 AW3909  DESIGNATION -  LIVERPOOL RM 5
 AW3909  PID         -  AW3909
 AW3909  STATE/COUNTY-  TX/BRAZORIA
 AW3909  USGS QUAD   -  LIVERPOOL (1963)
 AW3909
 AW3909                         *CURRENT SURVEY CONTROL
 AW3909  ___________________________________________________________________
 AW3909* NAD 83(1986)-  29 17 48.     (N)    095 16 36.     (W)     SCALED    
 AW3909* NAVD 88     -         5.86   (+/-2cm)      19.2    (feet)  VERTCON   
 AW3909  ___________________________________________________________________
 AW3909  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW3909
 AW3909  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3909
 AW3909.The horizontal coordinates were scaled from a topographic map and have
 AW3909.an estimated accuracy of +/- 6 seconds.
 AW3909
 AW3909.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3909.The vertical order pertains to the NGVD 29 superseded value.
 AW3909
 AW3909.The geoid height was determined by GEOID03.
 AW3909
 AW3909;                    North         East    Units  Estimated Accuracy
 AW3909;SPC TXSC     - 4,167,930.      961,650.      MT  (+/- 180 meters Scaled)
 AW3909
 AW3909                          SUPERSEDED SURVEY CONTROL
 AW3909
 AW3909  NGVD 29 (??/??/92)    5.861  (m)           19.23   (f) ADJ UNCH    1 2
 AW3909
 AW3909.Superseded values are not recommended for survey control.
 AW3909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3909.See file dsdata.txt to determine how the superseded data were derived.
 AW3909
 AW3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN788430(NAD 83)
 AW3909_MARKER: DR = REFERENCE MARK DISK
 AW3909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3909_STAMPING: LIVERPOOL NO 5 1931
 AW3909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3909+STABILITY: SURFACE MOTION
 AW3909
 AW3909  HISTORY     - Date     Condition        Report By
 AW3909  HISTORY     - 1931     MONUMENTED       CGS
 AW3909  HISTORY     - 1964     GOOD             NGS
 AW3909  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3909  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW3909
 AW3909                          STATION DESCRIPTION
 AW3909
 AW3909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3909'0.15 MI NE FROM LIVERPOOL.
 AW3909'0.15 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 AW3909'LIVERPOOL, 140 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 83 FEET
 AW3909'NORTH-NORTHWEST OF LIVERPOOL 1931, 1 FOOT SOUTHWEST OF THE SOUTHWEST
 AW3909'BOARD FENCE AROUND A STOCK PEN, ABOUT LEVEL WITH THE ROAD, AND SET IN
 AW3909'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW3909
 AW3909                          STATION RECOVERY (1973)
 AW3909
 AW3909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3909'MARK NOT FOUND.
 AW3909
 AW3909                          STATION RECOVERY (2004)
 AW3909
 AW3909'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0826 ***********************************************************************
 BP0826  DESIGNATION -  LIVINGSTON
 BP0826  PID         -  BP0826
 BP0826  STATE/COUNTY-  TX/PECOS
 BP0826  USGS QUAD   -  BAKERSFIELD (1969)
 BP0826
 BP0826                         *CURRENT SURVEY CONTROL
 BP0826  ___________________________________________________________________
 BP0826* NAD 83(1993)-  30 59 53.18160(N)    102 20 42.44639(W)     ADJUSTED  
 BP0826* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 BP0826  ___________________________________________________________________
 BP0826  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 BP0826  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 BP0826
 BP0826  HORZ ORDER  -  SECOND
 BP0826
 BP0826.The horizontal coordinates were established by classical geodetic methods
 BP0826.and adjusted by the National Geodetic Survey in February 1996..
 BP0826
 BP0826.The orthometric height was scaled from a topographic map.
 BP0826
 BP0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0826
 BP0826.The geoid height was determined by GEOID03.
 BP0826
 BP0826;                    North         East     Units Scale Factor Converg.
 BP0826;SPC TX C     - 3,149,333.786   507,894.813   MT  0.99988175   -1 02 10.3
 BP0826;SPC TX C     -10,332,439.26  1,666,318.23   sFT  0.99988175   -1 02 10.3
 BP0826;UTM  13      - 3,432,418.083   753,498.470   MT  1.00039275   +1 22 04.9
 BP0826
 BP0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0826!SPC TX C     -   0.99986560  x   0.99988175  =   0.99974737
 BP0826!UTM  13      -   0.99986560  x   1.00039275  =   1.00025830
 BP0826
 BP0826|---------------------------------------------------------------------|
 BP0826| PID    Reference Object                     Distance      Geod. Az  |
 BP0826|                                                           dddmmss.s |
 BP0826| CH8887 LIVINGSTON RM 1                      21.994 METERS 03226     |
 BP0826| CH8886 LIVINGSTON RM                        20.052 METERS 12345     |
 BP0826| CH8885 LIVINGSTON AZ MK                                   1843431.8 |
 BP0826|---------------------------------------------------------------------|
 BP0826
 BP0826                          SUPERSEDED SURVEY CONTROL
 BP0826
 BP0826  NAD 83(1986)-  30 59 53.18845(N)    102 20 42.43608(W) AD(       ) 2
 BP0826  NAD 27      -  30 59 52.64200(N)    102 20 40.93700(W) AD(       ) 2
 BP0826
 BP0826.Superseded values are not recommended for survey control.
 BP0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0826.See file dsdata.txt to determine how the superseded data were derived.
 BP0826
 BP0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ5349832418(NAD 83)
 BP0826_MARKER: DS = TRIANGULATION STATION DISK
 BP0826_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BP0826_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BP0826
 BP0826  HISTORY     - Date     Condition        Report By
 BP0826  HISTORY     - 1943     MONUMENTED       CGS
 BP0826  HISTORY     - 1943     GOOD             USGS
 BP0826  HISTORY     - 1946     GOOD             LOCENG
 BP0826
 BP0826                          STATION DESCRIPTION
 BP0826
 BP0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0826'LOCATED ABOUT 11 MILS NORTH BY WEST OF BAKERSFIELD AND ABOUT
 BP0826'6 MILES EAST AND 3.5 MILES SOUTH OF GIRVIN, ON A FLAT TOPPED
 BP0826'MESA WHICH IS JUST EAST OF THE GIRVIN-BAKERSFIELD ROAD, ON
 BP0826'THE MC DONALD RANCH.
 BP0826'
 BP0826'TO REACH FROM THE CROSSROADS ON U.S. HIGHWAY 67, 1.2 MILES
 BP0826'SOUTH OF GIRVIN, GO SOUTH ON GRAVELED ROAD AS PER SIGN BAKERSFIELD
 BP0826'FOR 5.6 MILES TO A DRIVEWAY TO LEFT.  TURN LEFT ON DRIVEWAY,
 BP0826'ALONG SOUTH SIDE OF LARGE MESA, FOR 0.7 MILE TO MC DONALD
 BP0826'RANCH BUILDINGS.  FROM BACK OF THE RANCH BUILDINGS, FOLLOW
 BP0826'STEEP TRAIL EAST AND NORTH TO TOP OF MESA AND STEEL TANK.
 BP0826'THE STATION IS ABOUT 0.6 MILE NORTH OF TANK.  THERE IS A CROSS
 BP0826'MADE OF 2 X 4 BOARDS TIED IN A BUSH ABOUT 35 FEET SOUTHEAST
 BP0826'OF STATION, ALSO A SMALL PILE OF ROCKS 2 FEET FROM OLD USGS
 BP0826'MARK, USED AS A REFERENCE MARK FOR THIS STATION.  THE STATION
 BP0826'MARK IS A STANDARD DISC EMBEDDED IN CEMENT IN THE TOP OF A
 BP0826'SEWER PIPE WHICH PROJECTS ABOUT 5 INCHES ABOVE
 BP0826'THE GROUND.  IT IS STAMPED LIVINGSTON 1943.
 BP0826'
 BP0826'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN CEMENT IN THE
 BP0826'TOP OF A SEWER PIPE WHICH PROJECTS ABOUT 5 INCHES
 BP0826'ABOVE THE GROUND.
 BP0826'
 BP0826'REFERENCE MARK NO. 1 IS STAMPED LIVINGSTON NO 1 1943.
 BP0826'
 BP0826'U.S.G.S. (USED AS REFERENCE MARK) IS A STANDARD U.S.G.S.
 BP0826'BENCH MARK DISC WEDGED IN A DRILL HOLE IN A BOULDER
 BP0826'WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 BP0826'
 BP0826'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH BY WEST FROM STATION
 BP0826'AND ABOUT 0.2 MILE NORTHWEST OF STEEL TANK ON TOP OF MESA.
 BP0826'THERE IS A SMALL PILE OF ROCKS ABOUT 5 FEET EAST OF THE MARK.
 BP0826'THE MARK IS A STANDARD DISC SET IN CEMENT IN THE TOP OF SEWER
 BP0826'PIPE WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND
 BP0826'LEVEL.  IT IS STAMPED LIVINGSTON 1943.
 BP0826'
 BP0826'A 4 FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 BP0826'
 BP0826'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BP0826
 BP0826                          STATION RECOVERY (1943)
 BP0826
 BP0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 BP0826'RECOVERED AND DESCRIBED AS REFERENCE MARK FOR STATION
 BP0826'LIVINGSTON.
 BP0826'
 BP0826'STATION MARK - ALUMINUM TABLET CEMENTED IN BOULDER SET FLUSH WITH
 BP0826'GROUND.
 BP0826'
 BP0826'REFERENCE MARKS - NONE.
 BP0826
 BP0826                          STATION RECOVERY (1946)
 BP0826
 BP0826'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (DDG)
 BP0826'RECOVERED BY GEN GEOPHYSICAL CO
 BP0826'
 BP0826'DESCRIPTION ADEQUATE.  STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0544 ***********************************************************************
 BL0544  DESIGNATION -  LIVINGSTON 2
 BL0544  PID         -  BL0544
 BL0544  STATE/COUNTY-  TX/POLK
 BL0544  USGS QUAD   -  LIVINGSTON (1984)
 BL0544
 BL0544                         *CURRENT SURVEY CONTROL
 BL0544  ___________________________________________________________________
 BL0544* NAD 83(1986)-  30 42 59.     (N)    094 56 03.     (W)     SCALED    
 BL0544* NAVD 88     -        60.48   (+/-2cm)     198.4    (feet)  VERTCON   
 BL0544  ___________________________________________________________________
 BL0544  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0544
 BL0544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0544
 BL0544.The horizontal coordinates were scaled from a topographic map and have
 BL0544.an estimated accuracy of +/- 6 seconds.
 BL0544
 BL0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0544.The vertical order pertains to the NGVD 29 superseded value.
 BL0544
 BL0544.The geoid height was determined by GEOID03.
 BL0544
 BL0544;                    North         East    Units  Estimated Accuracy
 BL0544;SPC TX C     - 3,128,910.    1,216,910.      MT  (+/- 180 meters Scaled)
 BL0544
 BL0544                          SUPERSEDED SURVEY CONTROL
 BL0544
 BL0544  NGVD 29 (??/??/92)   60.492  (m)          198.46   (f) ADJ UNCH    2 0
 BL0544
 BL0544.Superseded values are not recommended for survey control.
 BL0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0544.See file dsdata.txt to determine how the superseded data were derived.
 BL0544
 BL0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP147997(NAD 83)
 BL0544_MARKER: DB = BENCH MARK DISK
 BL0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0544_STAMPING: 198.566 LIVINGSTON NO 2 1934
 BL0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0544+STABILITY: SURFACE MOTION
 BL0544
 BL0544  HISTORY     - Date     Condition        Report By
 BL0544  HISTORY     - 1934     MONUMENTED       CGS
 BL0544  HISTORY     - 1935     GOOD             NGS
 BL0544  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0544  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0544  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 BL0544
 BL0544                          STATION DESCRIPTION
 BL0544
 BL0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0544'IN LIVINGSTON.
 BL0544'AT LIVINGSTON, POLK COUNTY, 50 FEET SOUTH OF THE TEXAS AND NEW ORLEANS
 BL0544'RAILROAD STATION, AND 15 FEET WEST OF THE CENTERLINE OF THE MAIN
 BL0544'TRACK.  A STANDARD DISK, STAMPED 198.566 LIVINGSTON NO 2 1934 AND SET
 BL0544'IN THE TOP OF A CONCRETE POST.
 BL0544
 BL0544                          STATION RECOVERY (1990)
 BL0544
 BL0544'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL0544'MARK NOT FOUND.
 BL0544
 BL0544                          STATION RECOVERY (1997)
 BL0544
 BL0544'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0544'MARK NOT FOUND.
 BL0544
 BL0544                          STATION RECOVERY (2005)
 BL0544
 BL0544'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2149 ***********************************************************************
 BL2149  DESIGNATION -  LIVINGSTON EASTERLY MUN TANK
 BL2149  PID         -  BL2149
 BL2149  STATE/COUNTY-  TX/POLK
 BL2149  USGS QUAD   -  LIVINGSTON (1984)
 BL2149
 BL2149                         *CURRENT SURVEY CONTROL
 BL2149  ___________________________________________________________________
 BL2149* NAD 83(1993)-  30 42 45.68070(N)    094 56 03.78156(W)     ADJUSTED  
 BL2149* NAVD 88     -                                                        
 BL2149  ___________________________________________________________________
 BL2149  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BL2149  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL2149
 BL2149  HORZ ORDER  -  THIRD
 BL2149
 BL2149.The horizontal coordinates were established by classical geodetic methods
 BL2149.and adjusted by the National Geodetic Survey in February 1996..
 BL2149
 BL2149
 BL2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2149
 BL2149.The geoid height was determined by GEOID03.
 BL2149
 BL2149;                    North         East     Units Scale Factor Converg.
 BL2149;SPC TX C     - 3,128,503.039 1,216,904.517   MT  0.99989436   +2 46 50.8
 BL2149;SPC TX C     -10,264,097.05  3,992,460.90   sFT  0.99989436   +2 46 50.8
 BL2149;UTM  15      - 3,399,358.776   314,763.701   MT  1.00002329   -0 59 17.6
 BL2149
 BL2149                          SUPERSEDED SURVEY CONTROL
 BL2149
 BL2149  NAD 83(1986)-  30 42 45.69235(N)    094 56 03.76881(W) AD(       ) 4
 BL2149  NAD 27      -  30 42 44.98600(N)    094 56 03.00200(W) AD(       ) 3
 BL2149
 BL2149.Superseded values are not recommended for survey control.
 BL2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2149.See file dsdata.txt to determine how the superseded data were derived.
 BL2149
 BL2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1476499359(NAD 83)
 BL2149_MARKER: 53 = ELEVATED TANK
 BL2149
 BL2149  HISTORY     - Date     Condition        Report By
 BL2149  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2149  HISTORY     - 1966     GOOD             CGS
 BL2149  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL2149  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 BL2149  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 BL2149
 BL2149                          STATION DESCRIPTION
 BL2149
 BL2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2149'THIS INTERSECTION STATION IS THE MOST EASTERLY OF THE TWO
 BL2149'MUNICIPAL TANKS IN THE TOWN OF LIVINGSTON, TEXAS.  IT IS
 BL2149'LOCATED ABOUT 150 FEET W OF THE CENTER LINE OF JACKSON STREET
 BL2149'AT THE W END OF CALHOUN STREET, ABOUT 25 FEET N OF RED BRICK
 BL2149'PUMP HOUSE, AND ABOUT 190 FEET SE OF THE SE CORNER OF THE HIGH
 BL2149'SCHOOL.  THE TANK WAS ERECTED IN 1933 AND IS QUITE PROMINENT.
 BL2149'
 BL2149'THE ENTIRE TANK EXCEPT THE ROOF IS BLACK IN COLOR.  IT HAS
 BL2149'FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE OVAL SECTION
 BL2149'EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL SECTION IS ABOUT
 BL2149'30 FEET HIGH AND HAS A CATWALK AND RAIL AROUND ITS BASE.  THERE
 BL2149'IS A STRING OF COLORED LIGHTS STRUNG ABOUT THE RAIL.  THE
 BL2149'SILVER ROOF IS CONICAL IN SHAPE AND HAS A BALL AND WHITE LIGHT
 BL2149'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 125 FEET.
 BL2149
 BL2149                          STATION RECOVERY (1966)
 BL2149
 BL2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2149'THE FINIAL AT THE TOP CENTER OF THE LIVINGSTON, EAST MUNICIPAL WATER
 BL2149'TANK.  THE TANK IS PAINTED SILVER, SUPPORTED BY A 4 LEGGED STEEL
 BL2149'STRUCTURE AND ABOUT 120 FEET TALL.  IT IS LOCATED IN THE NORTHWEST
 BL2149'ANGLE OF W. CALHOUN ST. AND N. JACKSON AVE. IN LIVINGSTON.
 BL2149
 BL2149                          STATION RECOVERY (1997)
 BL2149
 BL2149'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2149'MARK NOT FOUND.
 BL2149
 BL2149                          STATION RECOVERY (2004)
 BL2149
 BL2149'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2149'MARK NOT FOUND.
 BL2149
 BL2149                          STATION RECOVERY (2005)
 BL2149
 BL2149'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2148 ***********************************************************************
 BL2148  DESIGNATION -  LIVINGSTON LOOKOUT
 BL2148  PID         -  BL2148
 BL2148  STATE/COUNTY-  TX/POLK
 BL2148  USGS QUAD   -  LIVINGSTON (1984)
 BL2148
 BL2148                         *CURRENT SURVEY CONTROL
 BL2148  ___________________________________________________________________
 BL2148* NAD 83(1993)-  30 41 36.16119(N)    094 55 49.38059(W)     ADJUSTED  
 BL2148* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BL2148  ___________________________________________________________________
 BL2148  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BL2148  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL2148
 BL2148  HORZ ORDER  -  SECOND
 BL2148
 BL2148.The horizontal coordinates were established by classical geodetic methods
 BL2148.and adjusted by the National Geodetic Survey in February 1996..
 BL2148
 BL2148.The orthometric height was scaled from a topographic map.
 BL2148
 BL2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2148
 BL2148.The geoid height was determined by GEOID03.
 BL2148
 BL2148;                    North         East     Units Scale Factor Converg.
 BL2148;SPC TX C     - 3,126,383.483 1,217,391.140   MT  0.99989610   +2 46 58.2
 BL2148;SPC TX C     -10,257,143.14  3,994,057.43   sFT  0.99989610   +2 46 58.2
 BL2148;UTM  15      - 3,397,211.545   315,109.997   MT  1.00002171   -0 59 08.3
 BL2148
 BL2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2148!SPC TX C     -   0.99998876  x   0.99989610  =   0.99988486
 BL2148!UTM  15      -   0.99998876  x   1.00002171  =   1.00001047
 BL2148
 BL2148:                Primary Azimuth Mark                     Grid Az
 BL2148:SPC TX C     -  LIVINGSTON LOOKOUT AZ MK                 185 44 28.0
 BL2148:UTM  15      -  LIVINGSTON LOOKOUT AZ MK                 189 30 34.5
 BL2148
 BL2148|---------------------------------------------------------------------|
 BL2148| PID    Reference Object                     Distance      Geod. Az  |
 BL2148|                                                           dddmmss.s |
 BL2148| CV7883 LIVINGSTON LOOKOUT AZ MK                           1883126.2 |
 BL2148|---------------------------------------------------------------------|
 BL2148
 BL2148                          SUPERSEDED SURVEY CONTROL
 BL2148
 BL2148  NAD 83(1986)-  30 41 36.17292(N)    094 55 49.36762(W) AD(       ) 2
 BL2148  NAD 27      -  30 41 35.45600(N)    094 55 48.59800(W) AD(       ) 2
 BL2148
 BL2148.Superseded values are not recommended for survey control.
 BL2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2148.See file dsdata.txt to determine how the superseded data were derived.
 BL2148
 BL2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1511097212(NAD 83)
 BL2148_MARKER: DS = TRIANGULATION STATION DISK
 BL2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2148
 BL2148  HISTORY     - Date     Condition        Report By
 BL2148  HISTORY     - 1935     MONUMENTED       CGS
 BL2148  HISTORY     - 1949     GOOD             BGCO
 BL2148  HISTORY     - 1949     GOOD             CGS
 BL2148  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL2148  HISTORY     - 19970426 GOOD             USPSQD
 BL2148
 BL2148                          STATION DESCRIPTION
 BL2148
 BL2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2148'THIS INTERSECTION STATION IS LOCATED ON HILL ABOUT 1 MILE S OF THE
 BL2148'COURTHOUSE IN LIVINGSTON AND ABOUT 75 YARDS E OF THE CONCRETE
 BL2148'HIGHWAY LEADING S (STATE HIGHWAY 35).  THE STATION MARK IS
 BL2148'CENTERED UNDER THE BOLT IN THE APEX OF THE ROOF OF THE LOOKOUT
 BL2148'HOUSE AND IS 25.5 FEET SE OF THE SE CORNER OF A SMALL FRAME
 BL2148'HOUSE AND 68 FEET W OF THE CENTER LINE OF A DIRT ROAD.  THE
 BL2148'DISTANCES FROM THE STATION TO THE NEAREST CORNER OF THE
 BL2148'CONCRETE FOOTINGS ARE AS FOLLOWS--TO THE SE FOOTING, 14.27
 BL2148'FEET.  TO THE SW FOOTING, 14.26 FEET.  TO THE NW FOOTING, 14.12
 BL2148'FEET.  TO THE NE FOOTING, 14.10 FEET.  THIS MARK
 BL2148'PROJECTS 6 INCHES.
 BL2148'
 BL2148'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 BL2148'DISKS SET IN CONCRETE.
 BL2148'
 BL2148'THE AZIMUTH MARK IS LOCATED ABOUT 0.25 MILE S OF THE FIRE
 BL2148'LOOKOUT TOWER, ONE FOOT SE OF A NE-SW FENCE AND 50 FEET NE
 BL2148'OF ITS JUNCTION WITH A N-S FENCE.  THE MARK PROJECTS 4 INCHES.
 BL2148
 BL2148                          STATION RECOVERY (1949)
 BL2148
 BL2148'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1949 (CSS)
 BL2148'STATION RECOVERED.
 BL2148
 BL2148                          STATION RECOVERY (1949)
 BL2148
 BL2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2148'THE STATION AND AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD
 BL2148'CONDITION.
 BL2148'
 BL2148'THE DISTANCE TO THE AZIMUTH MARK WAS IN ERROR.
 BL2148'
 BL2148'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BL2148'
 BL2148'THE STATION IS LOCATED ON A HILL, ABOUT 1 MILE SOUTH OF THE
 BL2148'COURT HOUSE IN LIVINGSTON AND IS AT THE EAST END OF THE
 BL2148'PINE CREST TRAILER CAMP.  IT IS CENTERED UNDER THE BOLT, AT
 BL2148'THE APEX OF THE LIVINGSTON LOOKOUT TOWER, AND THE DISTANCES
 BL2148'FROM THE STATION TO THE NEAREST CORNER OF THE CONCRETE FOOTINGS
 BL2148'ARE AS FOLLOWS--14.27 FEET TO THE SOUTHEAST BASE, 14.26
 BL2148'TO THE SOUTHWEST BASE, 14.12 FEET TO THE NORTHWEST BASE, AND
 BL2148'14.10 FEET TO THE NORTHEAST BASE.  IT IS STAMPED LIVINGSTON
 BL2148'LOOKOUT 1935 AND PROJECTS 10 INCHES.
 BL2148'
 BL2148'THE AZIMUTH MARK IS LOCATED 0.15 MILE SOUTH OF THE STATION,
 BL2148'1 FOOT SOUTHEAST OF A FENCE LINE, AND 50 FEET NORTHEAST OF
 BL2148'A FENCE CORNER.  IT IS STAMPED LIVINGSTON LOOKOUT AZIMUTH
 BL2148'1935 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BL2148'
 BL2148'LIVINGSTON LOOKOUT TOWER IS LOCATED 1.0 MILE S OF THE TOWN
 BL2148'OF LIVINGSTON, 0.05 MILE E OF STATE HIGHWAY NO. 146, AND
 BL2148'75 FEET W OF THE CENTER OF A GRADED ROAD.  IT IS A FOUR
 BL2148'LEGGED STEEL STRUCTURE SUPPORTING A HOUSE AT THE TOP.  THE
 BL2148'HOUSE HAS A PYRAMIDAL ROOF AND ITS OVERALL HEIGHT IS ABOUT
 BL2148'110 FEET.  THE POINT OBSERVED UPON WAS THE PEAK OF THE ROOF.
 BL2148
 BL2148                          STATION RECOVERY (1990)
 BL2148
 BL2148'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BL2148'MARK NOT FOUND.
 BL2148
 BL2148                          STATION RECOVERY (1997)
 BL2148
 BL2148'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2153 ***********************************************************************
 BL2153  DESIGNATION -  LIVINGSTON MAGNOLIA PLINE MAST
 BL2153  PID         -  BL2153
 BL2153  STATE/COUNTY-  TX/POLK
 BL2153  USGS QUAD   -  LIVINGSTON (1984)
 BL2153
 BL2153                         *CURRENT SURVEY CONTROL
 BL2153  ___________________________________________________________________
 BL2153* NAD 83(1993)-  30 42 34.23540(N)    094 52 32.05980(W)     ADJUSTED  
 BL2153* NAVD 88     -                                                        
 BL2153  ___________________________________________________________________
 BL2153  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BL2153  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL2153
 BL2153  HORZ ORDER  -  THIRD
 BL2153
 BL2153.The horizontal coordinates were established by classical geodetic methods
 BL2153.and adjusted by the National Geodetic Survey in February 1996..
 BL2153
 BL2153
 BL2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2153
 BL2153.The geoid height was determined by GEOID03.
 BL2153
 BL2153;                    North         East     Units Scale Factor Converg.
 BL2153;SPC TX C     - 3,128,425.801 1,222,548.029   MT  0.99989464   +2 48 39.8
 BL2153;SPC TX C     -10,263,843.65  4,010,976.33   sFT  0.99989464   +2 48 39.8
 BL2153;UTM  15      - 3,398,910.674   320,390.581   MT  0.99999796   -0 57 29.1
 BL2153
 BL2153                          SUPERSEDED SURVEY CONTROL
 BL2153
 BL2153  NAD 83(1986)-  30 42 34.24725(N)    094 52 32.04765(W) AD(       ) 4
 BL2153  NAD 27      -  30 42 33.52986(N)    094 52 31.28884(W) AD(       ) 3
 BL2153
 BL2153.Superseded values are not recommended for survey control.
 BL2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2153.See file dsdata.txt to determine how the superseded data were derived.
 BL2153
 BL2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP2039198911(NAD 83)
 BL2153_MARKER: 44 = MICROWAVE MAST
 BL2153
 BL2153  HISTORY     - Date     Condition        Report By
 BL2153  HISTORY     - 1966     FIRST OBSERVED   CGS
 BL2153  HISTORY     - 19970426 GOOD             USPSQD
 BL2153
 BL2153                          STATION DESCRIPTION
 BL2153
 BL2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2153'THE RED LIGHT ON TOP OF THE MAGNOLIA PIPELINE CORP. MICRO-WAVE
 BL2153'MAST.  IT IS A STRUCTURAL STEEL MAST TRIANGULAR IN CROSS SECTION,
 BL2153'PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND IS ABOUT 270
 BL2153'FEET TALL.  THERE ARE 2 RECTANGULAR SCREENS LOCATED NEAR THE TOP
 BL2153'AND ON THE NORTHWEST AND SOUTHEAST SIDES OF THE MAST.  IT IS
 BL2153'LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 190 ABOUT 3-1/2
 BL2153'MILES EAST OF LIVINGSTON.
 BL2153
 BL2153                          STATION RECOVERY (1997)
 BL2153
 BL2153'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2155 ***********************************************************************
 BL2155  DESIGNATION -  LIVINGSTON RADIO STA KETX MAST
 BL2155  PID         -  BL2155
 BL2155  STATE/COUNTY-  TX/POLK
 BL2155  USGS QUAD   -  LIVINGSTON (1984)
 BL2155
 BL2155                         *CURRENT SURVEY CONTROL
 BL2155  ___________________________________________________________________
 BL2155* NAD 83(1993)-  30 44 00.62155(N)    094 58 07.63363(W)     ADJUSTED  
 BL2155* NAVD 88     -                                                        
 BL2155  ___________________________________________________________________
 BL2155  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BL2155  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL2155
 BL2155  HORZ ORDER  -  THIRD
 BL2155
 BL2155.The horizontal coordinates were established by classical geodetic methods
 BL2155.and adjusted by the National Geodetic Survey in February 1996..
 BL2155.No horizontal observational check was made to the station.
 BL2155
 BL2155
 BL2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2155
 BL2155.The geoid height was determined by GEOID03.
 BL2155
 BL2155;                    North         East     Units Scale Factor Converg.
 BL2155;SPC TX C     - 3,130,648.617 1,213,502.004   MT  0.99989261   +2 45 47.0
 BL2155;SPC TX C     -10,271,136.34  3,981,297.82   sFT  0.99989261   +2 45 47.0
 BL2155;UTM  15      - 3,401,723.713   311,509.148   MT  1.00003829   -1 00 23.2
 BL2155
 BL2155                          SUPERSEDED SURVEY CONTROL
 BL2155
 BL2155  NAD 83(1986)-  30 44 00.64635(N)    094 58 07.72993(W) AD(       ) 4
 BL2155  NAD 27      -  30 43 59.92253(N)    094 58 06.85829(W) AD(       ) 3
 BL2155
 BL2155.Superseded values are not recommended for survey control.
 BL2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2155.See file dsdata.txt to determine how the superseded data were derived.
 BL2155
 BL2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1150901724(NAD 83)
 BL2155_MARKER: 42 = RADIO/TV MAST
 BL2155
 BL2155  HISTORY     - Date     Condition        Report By
 BL2155  HISTORY     - 1966     FIRST OBSERVED   CGS
 BL2155  HISTORY     - 19970426 GOOD             USPSQD
 BL2155
 BL2155                          STATION DESCRIPTION
 BL2155
 BL2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2155'THE RED LIGHT ON TOP OF THE LIVINGSTON, KETX RADIO MAST.  IT IS A
 BL2155'STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED IN
 BL2155'ALTERNATE BANDS OF RED AND WHITE, AND IS ABOUT 200 FEET TALL.  IT
 BL2155'IS 2 MILES NORTH OF LIVINGSTON AND ON THE EAST SIDE OF
 BL2155'U.S. HIGHWAY 59.
 BL2155
 BL2155                          STATION RECOVERY (1997)
 BL2155
 BL2155'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2154 ***********************************************************************
 BL2154  DESIGNATION -  LIVINGSTON S HOUSTON COOP MAST
 BL2154  PID         -  BL2154
 BL2154  STATE/COUNTY-  TX/POLK
 BL2154  USGS QUAD   -  LIVINGSTON (1984)
 BL2154
 BL2154                         *CURRENT SURVEY CONTROL
 BL2154  ___________________________________________________________________
 BL2154* NAD 83(1993)-  30 43 26.22801(N)    094 54 42.05474(W)     ADJUSTED  
 BL2154* NAVD 88     -                                                        
 BL2154  ___________________________________________________________________
 BL2154  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BL2154  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL2154
 BL2154  HORZ ORDER  -  THIRD
 BL2154
 BL2154.The horizontal coordinates were established by classical geodetic methods
 BL2154.and adjusted by the National Geodetic Survey in February 1996..
 BL2154
 BL2154
 BL2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2154
 BL2154.The geoid height was determined by GEOID03.
 BL2154
 BL2154;                    North         East     Units Scale Factor Converg.
 BL2154;SPC TX C     - 3,129,855.818 1,219,015.490   MT  0.99989340   +2 47 32.9
 BL2154;SPC TX C     -10,268,535.30  3,999,386.65   sFT  0.99989340   +2 47 32.9
 BL2154;UTM  15      - 3,400,570.009   316,959.309   MT  1.00001331   -0 58 37.0
 BL2154
 BL2154                          SUPERSEDED SURVEY CONTROL
 BL2154
 BL2154  NAD 83(1986)-  30 43 26.23961(N)    094 54 42.04224(W) AD(       ) 4
 BL2154  NAD 27      -  30 43 25.52519(N)    094 54 41.27642(W) AD(       ) 3
 BL2154
 BL2154.Superseded values are not recommended for survey control.
 BL2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2154.See file dsdata.txt to determine how the superseded data were derived.
 BL2154
 BL2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1695900570(NAD 83)
 BL2154
 BL2154  HISTORY     - Date     Condition        Report By
 BL2154  HISTORY     - 1966     FIRST OBSERVED   CGS
 BL2154  HISTORY     - 19970426 GOOD             USPSQD
 BL2154
 BL2154                          STATION DESCRIPTION
 BL2154
 BL2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2154'THE RED LIGHT ON TOP OF THE SAM HOUSTON ELECTRIC CO-OP
 BL2154'INC. MAST.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS
 BL2154'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND IS
 BL2154'ABOUT 200 FEET TALL.  IT IS LOCATED IN THE SOUTHEAST ANGLE OF
 BL2154'ELIZABETH ST. AND WALNUT ST. IN THE SOUTH EDGE OF LIVINGSTON.
 BL2154
 BL2154                          STATION RECOVERY (1997)
 BL2154
 BL2154'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2150 ***********************************************************************
 BL2150  DESIGNATION -  LIVINGSTON WESTERLY MUN TANK
 BL2150  PID         -  BL2150
 BL2150  STATE/COUNTY-  TX/POLK
 BL2150  USGS QUAD   -  LIVINGSTON (1984)
 BL2150
 BL2150                         *CURRENT SURVEY CONTROL
 BL2150  ___________________________________________________________________
 BL2150* NAD 83(1993)-  30 42 45.34767(N)    094 56 04.40505(W)     ADJUSTED  
 BL2150* NAVD 88     -                                                        
 BL2150  ___________________________________________________________________
 BL2150  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BL2150  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL2150
 BL2150  HORZ ORDER  -  THIRD
 BL2150
 BL2150.The horizontal coordinates were established by classical geodetic methods
 BL2150.and adjusted by the National Geodetic Survey in February 1996..
 BL2150
 BL2150
 BL2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2150
 BL2150.The geoid height was determined by GEOID03.
 BL2150
 BL2150;                    North         East     Units Scale Factor Converg.
 BL2150;SPC TX C     - 3,128,491.991 1,216,888.446   MT  0.99989437   +2 46 50.5
 BL2150;SPC TX C     -10,264,060.81  3,992,408.18   sFT  0.99989437   +2 46 50.5
 BL2150;UTM  15      - 3,399,348.807   314,746.936   MT  1.00002337   -0 59 18.0
 BL2150
 BL2150                          SUPERSEDED SURVEY CONTROL
 BL2150
 BL2150  NAD 83(1986)-  30 42 45.35931(N)    094 56 04.39227(W) AD(       ) 4
 BL2150  NAD 27      -  30 42 44.65300(N)    094 56 03.62700(W) AD(       ) 3
 BL2150
 BL2150.Superseded values are not recommended for survey control.
 BL2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2150.See file dsdata.txt to determine how the superseded data were derived.
 BL2150
 BL2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1474799349(NAD 83)
 BL2150_MARKER: 53 = ELEVATED TANK
 BL2150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2150+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 BL2150
 BL2150  HISTORY     - Date     Condition        Report By
 BL2150  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2150  HISTORY     - 1949     GOOD             CGS
 BL2150  HISTORY     - 1966     GOOD             CGS
 BL2150  HISTORY     - 19970426 GOOD             USPSQD
 BL2150  HISTORY     - 20040604 GOOD             USPSQD
 BL2150  HISTORY     - 20050708 GOOD             USPSQD
 BL2150
 BL2150                          STATION DESCRIPTION
 BL2150
 BL2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2150'THIS INTERSECTION STATION IS THE MORE WESTERLY OF THE TWO
 BL2150'MUNICIPAL TANKS IN THE TOWN OF LIVINGSTON, TEXAS.  IT IS LOCATED
 BL2150'ABOUT 210 FEET W OF THE CENTER LINE OF JACKSON STREET, NEAR THE
 BL2150'W END OF CALHOUN STREET, ABOUT 25 FEET W OF THE W END OF THE
 BL2150'RED BRICK PUMP HOUSE, AND ABOUT 120 FEET SSE OF THE HIGH SCHOOL.
 BL2150'THE TANK WAS ERECTED IN 1918 AND IS QUITE PROMINENT.
 BL2150'
 BL2150'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 90 FEET HIGH.
 BL2150'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL
 BL2150'SECTION IS BLACK IN COLOR, ABOUT 25 FEET HIGH, HAS A CATWALK
 BL2150'AND RAIL AROUND ITS BASE, AND THE WORDS WELCOME TO LIVINGSTON
 BL2150'IN WHITE ON THE N AND S SIDES.  THE SILVER CONICAL TOP HAS A
 BL2150'BALL AND RED LIGHT AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 125
 BL2150'FEET.
 BL2150
 BL2150                          STATION RECOVERY (1949)
 BL2150
 BL2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2150'THE STATION IS THE MOST WESTERLY OF TWO WATER TANKS, LOCATED
 BL2150'ABOUT 0.3 MILE NORTHWEST OF THE CENTER OF THE BUSINESS DISTRICT
 BL2150'OF LIVINGSTON, 140 FEET WEST OF THE CENTER OF JACKSON AVENUE,
 BL2150'AND ABOUT 100 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK
 BL2150'SCHOOL BUILDING.
 BL2150'
 BL2150'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL
 BL2150'ROOF WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR
 BL2150'LEGGED STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 90
 BL2150'FEET.
 BL2150'
 BL2150'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 BL2150
 BL2150                          STATION RECOVERY (1966)
 BL2150
 BL2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2150'THE FINIAL AT THE TOP CENTER OF THE LIVINGSTON, WEST MUNICIPAL WATER
 BL2150'TANK.  THE TANK IS PAINTED SILVER, SUPPORTED BY A 4 LEGGED STEEL
 BL2150'STRUCTURE AND ABOUT 120 FEET TALL.  IT IS LOCATED IN THE NORTHWEST
 BL2150'ANGLE OF W. CALHOUN ST. AND N. JACKSON AVE. IN LIVINGSTON.
 BL2150
 BL2150                          STATION RECOVERY (1997)
 BL2150
 BL2150'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2150'RECOVERED IN GOOD CONDITION.
 BL2150
 BL2150                          STATION RECOVERY (2004)
 BL2150
 BL2150'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2150'RECOVERED IN GOOD CONDITION.
 BL2150
 BL2150                          STATION RECOVERY (2005)
 BL2150
 BL2150'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0956 ***********************************************************************
 EM0956  DESIGNATION -  LIZ
 EM0956  PID         -  EM0956
 EM0956  STATE/COUNTY-  TX/WILBARGER
 EM0956  USGS QUAD   -  RAYLAND (1983)
 EM0956
 EM0956                         *CURRENT SURVEY CONTROL
 EM0956  ___________________________________________________________________
 EM0956* NAD 83(1993)-  34 03 59.63386(N)    099 25 51.89203(W)     ADJUSTED  
 EM0956* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 EM0956  ___________________________________________________________________
 EM0956  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 EM0956  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 EM0956
 EM0956  HORZ ORDER  -  THIRD
 EM0956
 EM0956.The horizontal coordinates were established by classical geodetic methods
 EM0956.and adjusted by the National Geodetic Survey in February 1996..
 EM0956
 EM0956.The orthometric height was scaled from a topographic map.
 EM0956
 EM0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0956
 EM0956.The geoid height was determined by GEOID03.
 EM0956
 EM0956;                    North         East     Units Scale Factor Converg.
 EM0956;SPC TXNC     - 2,266,521.587   514,048.022   MT  1.00002940   -0 30 28.1
 EM0956;SPC TXNC     - 7,436,079.57  1,686,505.89   sFT  1.00002940   -0 30 28.1
 EM0956;UTM  14      - 3,769,620.432   460,221.531   MT  0.99961950   -0 14 29.3
 EM0956
 EM0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0956!SPC TXNC     -   0.99994200  x   1.00002940  =   0.99997140
 EM0956!UTM  14      -   0.99994200  x   0.99961950  =   0.99956152
 EM0956
 EM0956|---------------------------------------------------------------------|
 EM0956| PID    Reference Object                     Distance      Geod. Az  |
 EM0956|                                                           dddmmss.s |
 EM0956| CX8535 LIZ RM 1                              6.696 METERS 08208     |
 EM0956| CX8536 LIZ RM 2                              6.468 METERS 23928     |
 EM0956| CX8534 LIZ AZ MK                                          2523040.4 |
 EM0956|---------------------------------------------------------------------|
 EM0956
 EM0956                          SUPERSEDED SURVEY CONTROL
 EM0956
 EM0956  NAD 83(1993)-  34 03 59.63412(N)    099 25 51.89199(W) AD(       ) 3
 EM0956  NAD 83(1986)-  34 03 59.64060(N)    099 25 51.88253(W) AD(       ) 3
 EM0956  NAD 27      -  34 03 59.32774(N)    099 25 50.57513(W) AD(       ) 3
 EM0956
 EM0956.Superseded values are not recommended for survey control.
 EM0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0956.See file dsdata.txt to determine how the superseded data were derived.
 EM0956
 EM0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC6022269620(NAD 83)
 EM0956_MARKER: DS = TRIANGULATION STATION DISK
 EM0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0956
 EM0956  HISTORY     - Date     Condition        Report By
 EM0956  HISTORY     - 1969     MONUMENTED       CGS
 EM0956
 EM0956                          STATION DESCRIPTION
 EM0956
 EM0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0956'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF THALIA, 3 MILES
 EM0956'WEST OF RAYLAND, 4 MILES SOUTHWEST OF LOCKETT AND ON ROAD
 EM0956'RIGHT-OF-WAY.
 EM0956'
 EM0956'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM
 EM0956'ROAD 433 IN LOCKETT, GO SOUTHWEST ON U.S. HIGHWAY 70 FOR 3.6 MILES
 EM0956'TO ITS JUNCTION WITH FARM ROAD 1207.  CONTINUE SOUTHWEST ON U.S.
 EM0956'HIGHWAY 70 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 EM0956'
 EM0956'THE STATION MARK IS A STANDARD DISK STAMPED LIZ 1969, SET IN THE TOP
 EM0956'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 EM0956'ABOVE THE GROUND.  IT IS 52 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 EM0956'HIGHWAY 70, 15 FEET NORTH-NORTHWEST OF THE NORTH LEG OF A SIGN
 EM0956'WHICH READS WAGGONER NATIONAL BANK VERNON, 5 FEET NORTH-NORTHWEST
 EM0956'OF A WIRE FENCE, 4 FEET NORTHWEST OF A POWER LINE POLE AND 3.5 FEET
 EM0956'NORTH-NORTHWEST OF A METAL WITNESS POST.
 EM0956'
 EM0956'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LIZ NO 1 1969, SET IN THE
 EM0956'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 EM0956'INCHES ABOVE THE GROUND.  IT IS 56.3 FEET SOUTH-SOUTHEAST OF THE
 EM0956'CENTER OF HIGHWAY 70, 23.2 FEET NORTHEAST OF THE NORTH LEG OF THE
 EM0956'SIGN, 20 FEET EAST-NORTHEAST OF THE POWER LINE POLE AND ABOUT 1 FOOT
 EM0956'HIGHER THAN THE STATION MARK.
 EM0956'
 EM0956'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LIZ NO 2 1969, SET IN THE
 EM0956'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 EM0956'ABOVE THE GROUND.  IT IS 56.3 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 EM0956'HIGHWAY 70, 24 FEET WEST OF THE NORTH LEG OF THE SIGN, 22 FEET
 EM0956'WEST-SOUTHWEST OF THE POWER LINE POLE, 21 FEET WEST-SOUTHWEST OF
 EM0956'THE WITNESS POST, 1 FOOT NORTH-NORTHWEST OF THE WIRE FENCE AND
 EM0956'ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 EM0956'
 EM0956'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED LIZ 1969 AZI,
 EM0956'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 EM0956'CULVERT.  IT IS 39 FEET NORTHWEST OF POWER LINE POLE NO. 31, 2.8
 EM0956'FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND 22.4 FEET
 EM0956'SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 70.
 EM0956'
 EM0956'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON HIGHWAY
 EM0956'70 FOR 0.4 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7089 ***********************************************************************
 AW7089  SACS        -  This is a Secondary Airport Control Station.
 AW7089  DESIGNATION -  LJN A
 AW7089  PID         -  AW7089
 AW7089  STATE/COUNTY-  TX/BRAZORIA
 AW7089  USGS QUAD   -  LAKE JACKSON (1974)
 AW7089
 AW7089                         *CURRENT SURVEY CONTROL
 AW7089  ___________________________________________________________________
 AW7089* NAD 83(1993)-  29 06 52.16791(N)    095 27 36.23981(W)     ADJUSTED  
 AW7089* NAVD 88     -         7.03   (meters)      23.1    (feet)  GPS OBS   
 AW7089  ___________________________________________________________________
 AW7089  X           -    -530,629.975 (meters)                     COMP
 AW7089  Y           -  -5,551,355.211 (meters)                     COMP
 AW7089  Z           -   3,084,984.277 (meters)                     COMP
 AW7089  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW7089  ELLIP HEIGHT-         -19.59  (meters)          (07/20/01) GPS OBS
 AW7089  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW7089
 AW7089  HORZ ORDER  -  FIRST
 AW7089  ELLP ORDER  -  FOURTH    CLASS II
 AW7089
 AW7089.This mark is at Brazoria Co (LBX) Airport (LBX)
 AW7089
 AW7089.The horizontal coordinates were established by GPS observations
 AW7089.and adjusted by the National Geodetic Survey in February 1997..
 AW7089
 AW7089.The orthometric height was determined by GPS observations and a
 AW7089.high-resolution geoid model.
 AW7089
 AW7089.GPS derived orthometric heights for airport stations designated as
 AW7089.PACS or SACS are published to 2 decimal places.  This maintains
 AW7089.centimeter relative accuracy between the PACS and SACS.  It does
 AW7089.not indicate centimeter accuracy relative to other marks which are
 AW7089.part of the NAVD 88 network.
 AW7089
 AW7089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7089
 AW7089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7089
 AW7089.The ellipsoidal height was determined by GPS observations
 AW7089.and is referenced to NAD 83.
 AW7089
 AW7089.The geoid height was determined by GEOID03.
 AW7089
 AW7089;                    North         East     Units Scale Factor Converg.
 AW7089;SPC TXSC     - 4,147,199.860   944,449.270   MT  0.99987059   +1 44 03.3
 AW7089;SPC TXSC     -13,606,271.54  3,098,580.65   sFT  0.99987059   +1 44 03.3
 AW7089;UTM  15      - 3,223,171.820   260,615.190   MT  1.00030719   -1 11 51.1
 AW7089
 AW7089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7089!SPC TXSC     -   1.00000308  x   0.99987059  =   0.99987367
 AW7089!UTM  15      -   1.00000308  x   1.00030719  =   1.00031027
 AW7089
 AW7089:                Primary Azimuth Mark                     Grid Az
 AW7089:SPC TXSC     -  LJN D                                    343 07 48.8
 AW7089:UTM  15      -  LJN D                                    346 03 43.2
 AW7089
 AW7089|---------------------------------------------------------------------|
 AW7089| PID    Reference Object                     Distance      Geod. Az  |
 AW7089|                                                           dddmmss.s |
 AW7089| AW7091 LJN D                               444.809 METERS 3445152.1 |
 AW7089|---------------------------------------------------------------------|
 AW7089
 AW7089                          SUPERSEDED SURVEY CONTROL
 AW7089
 AW7089  ELLIP H (02/21/97)  -19.49   (m)                       GP(       ) 4 2
 AW7089  NAD 83(1993)-  29 06 52.16926(N)    095 27 36.23672(W) AD(       ) 2
 AW7089  ELLIP H (02/16/96)  -19.59   (m)                       GP(       ) 5 1
 AW7089  NAD 83(1986)-  29 06 52.17979(N)    095 27 36.21696(W) AD(       ) 2
 AW7089  NGVD 29 (03/16/93)    7.08   (m)           23.2    (f) LEVELING    3  
 AW7089
 AW7089.Superseded values are not recommended for survey control.
 AW7089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7089.See file dsdata.txt to determine how the superseded data were derived.
 AW7089
 AW7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6061523172(NAD 83)
 AW7089_MARKER: DD = SURVEY DISK
 AW7089_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW7089_SP_SET: RAMP
 AW7089_STAMPING: LJN A 1980
 AW7089_MARK LOGO: NOS   
 AW7089_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW7089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW7089+STABILITY: POSITION/ELEVATION WELL
 AW7089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7089+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1994
 AW7089
 AW7089  HISTORY     - Date     Condition        Report By
 AW7089  HISTORY     - 1980     MONUMENTED       NOS
 AW7089  HISTORY     - 19890615 GOOD             NGS
 AW7089  HISTORY     - 19921019 GOOD
 AW7089  HISTORY     - 19941213 GOOD             NGS
 AW7089  HISTORY     - 19980425 GOOD             USPSQD
 AW7089
 AW7089                          STATION DESCRIPTION
 AW7089
 AW7089'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 AW7089'THE STATION IS LOCATED 4 MI (6.4 KM) SOUTH-SOUTHWEST FROM ANGLETON, 2
 AW7089'MI (3.2 KM) WEST OF STATE HIGHWAY 288, AT THE BRAZORIA COUNTY
 AW7089'AIRPORT, IN THE CONCRETE RAMP FOR THE DOW CHEMICAL COMPANY
 AW7089'OPERATIONAL AREA OF THE AIRPORT.
 AW7089'TO REACH THE STATION CONTACT THE AIRPORT MANAGER IN THE TERMINAL FOR
 AW7089'PERMISSION AND INSTRUCTIONS TO ACCESS THE CONTROLLED AREAS OF THE
 AW7089'AIRFIELD.  MANAGER--JOE B. JOHNSON, BRAZORIA COUNTY AIRPORT, RT 1 BOX
 AW7089'5, ANGLETON, TX 77515, (409)849-5711 EXTENSION 1589.  THENCE PROCEED
 AW7089'TO THE DOW CHEMICAL COMPANY HANGAR.
 AW7089'THE STATION IS A STANDARD NOS BRASS SURVEY DISK STAMPED---LJN A
 AW7089'1980--- AND CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 AW7089'CONCRETE RAMP FOR THE HANGAR.  THE STATION IS SOUTHWEST OF THE
 AW7089'SOUTHWEST CORNER OF THE HANGAR, 0.5 FT (15.2 CM) NORTH OF THE SOUTH
 AW7089'EDGE OF THE RAMP, 0.5 FT (15.2 CM) EAST OF THE WEST EDGE OF THE RAMP.
 AW7089'11/25/92 L J LINDLY
 AW7089
 AW7089                          STATION RECOVERY (1989)
 AW7089
 AW7089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AW7089'THIS STATION IS LOCATED NEAR THE NORTH END OF THE AIRPORT ON THE
 AW7089'CONCRETE RAMP OF THE DOW CHEMICAL COMPANY OPERATIONAL AREA.  IT IS IN
 AW7089'THE SOUTHWEST CORNER OF THE RAMP AREA 0.5 FT (15.2 CM) N OF THE S EDGE
 AW7089'OF THE RAMP AND 0.5 FT (15.2 CM) E OF THE W EDGE.  THE STATION IS
 AW7089'MARKED BY A STANDARD NOS DISK STAMPED LJN A 1980 WHICH IS CEMENTED IN
 AW7089'A DRILL HOLE FLUSH WITH THE RAMP.
 AW7089
 AW7089                          STATION RECOVERY (1992)
 AW7089
 AW7089'RECOVERED 1992
 AW7089'RECOVERED IN GOOD CONDITION.
 AW7089
 AW7089                          STATION RECOVERY (1994)
 AW7089
 AW7089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW7089'RECOVERED AS DESCRIBED WITH FOLLOWING ADDITIONS TO THE ORIGINAL
 AW7089'DESCRIPTION.  TO REACH THE STATION FROM THE AIRPORT ACCESS GATE
 AW7089'LOCATED 250.0 FT (76.2 M) NORTH OF THE TERMINAL BUILDING, PROCEED WEST
 AW7089'THROUGH THE GATE AND TURN RIGHT (NORTHWEST) FOR 200.0 FT (61.0 M) ON
 AW7089'THE PARKING APRON TO A LINK TAXIWAY, TURN LEFT (WEST) ON TAXIWAY AND
 AW7089'CONTINUE FOR 50.0 FT (15.2 M) TO THE PARALLEL TAXIWAY. TURN RIGHT
 AW7089'(NORTH) ONTO THE PARALLEL TAXIWAY AND PROCEED 0.23 MI (0.37 KM) TO THE
 AW7089'TAXIWAY LEADING TO THE DOW CHEMICAL COMPANY OPERATIONAL AREA, TURN
 AW7089'RIGHT ON TAXIWAY (EAST) AND PROCEED 150.0 FT (45.7 M) TO RAMP, TURN
 AW7089'RIGHT (SOUTH) AND PROCEED 120.0 FT (36.6 M) SOUTHWEST TO THE STATION
 AW7089'IN THE SOUTHWEST CORNER OF THE CONCRETE RAMP.  STATION IS AIRPORT
 AW7089'SACS.
 AW7089
 AW7089                          STATION RECOVERY (1998)
 AW7089
 AW7089'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW7089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6082 ***********************************************************************
 AC6082  DESIGNATION -  LJN B
 AC6082  PID         -  AC6082
 AC6082  STATE/COUNTY-  TX/BRAZORIA
 AC6082  USGS QUAD   -  LAKE JACKSON (1974)
 AC6082
 AC6082                         *CURRENT SURVEY CONTROL
 AC6082  ___________________________________________________________________
 AC6082* NAD 83(1993)-  29 06 35.05297(N)    095 27 34.68693(W)     ADJUSTED  
 AC6082* NAVD 88     -         7.4    (meters)      24.     (feet)  GPS OBS   
 AC6082  ___________________________________________________________________
 AC6082  X           -    -530,612.609 (meters)                     COMP
 AC6082  Y           -  -5,551,614.783 (meters)                     COMP
 AC6082  Z           -   3,084,524.118 (meters)                     COMP
 AC6082  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AC6082  ELLIP HEIGHT-         -19.16  (meters)          (07/20/01) GPS OBS
 AC6082  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AC6082
 AC6082  HORZ ORDER  -  THIRD
 AC6082  ELLP ORDER  -  FOURTH    CLASS II
 AC6082
 AC6082.This mark is at Brazoria Co (LBX) Airport (LBX)
 AC6082
 AC6082.The horizontal coordinates were established by GPS observations
 AC6082.and adjusted by the National Geodetic Survey in February 1997..
 AC6082
 AC6082.The orthometric height was determined by GPS observations and a
 AC6082.high-resolution geoid model.
 AC6082
 AC6082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6082
 AC6082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6082
 AC6082.The ellipsoidal height was determined by GPS observations
 AC6082.and is referenced to NAD 83.
 AC6082
 AC6082.The geoid height was determined by GEOID03.
 AC6082
 AC6082;                    North         East     Units Scale Factor Converg.
 AC6082;SPC TXSC     - 4,146,674.502   944,507.177   MT  0.99987092   +1 44 04.1
 AC6082;SPC TXSC     -13,604,547.93  3,098,770.63   sFT  0.99987092   +1 44 04.1
 AC6082;UTM  15      - 3,222,643.957   260,646.165   MT  1.00030701   -1 11 49.7
 AC6082
 AC6082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6082!SPC TXSC     -   1.00000301  x   0.99987092  =   0.99987393
 AC6082!UTM  15      -   1.00000301  x   1.00030701  =   1.00031002
 AC6082
 AC6082:                Primary Azimuth Mark                     Grid Az
 AC6082:SPC TXSC     -  LBX E                                    265 15 58.1
 AC6082:UTM  15      -  LBX E                                    268 11 51.9
 AC6082
 AC6082|---------------------------------------------------------------------|
 AC6082| PID    Reference Object                     Distance      Geod. Az  |
 AC6082|                                                           dddmmss.s |
 AC6082| AB3196 LBX E                               446.152 METERS 2670002.2 |
 AC6082|---------------------------------------------------------------------|
 AC6082
 AC6082                          SUPERSEDED SURVEY CONTROL
 AC6082
 AC6082  ELLIP H (02/21/97)  -19.06   (m)                       GP(       ) 4 2
 AC6082
 AC6082.Superseded values are not recommended for survey control.
 AC6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6082.See file dsdata.txt to determine how the superseded data were derived.
 AC6082
 AC6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6064622644(NAD 83)
 AC6082_MARKER: DD = SURVEY DISK
 AC6082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6082_STAMPING: LJN B 1980
 AC6082_MARK LOGO: NOS   
 AC6082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6082+STABILITY: SURFACE MOTION
 AC6082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6082+SATELLITE: SATELLITE OBSERVATIONS - 1980
 AC6082
 AC6082  HISTORY     - Date     Condition        Report By
 AC6082  HISTORY     - 1980     MONUMENTED       NOS
 AC6082  HISTORY     - 19891215 GOOD             NGS
 AC6082
 AC6082                          STATION DESCRIPTION
 AC6082
 AC6082'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 AC6082'THE STATION IS LOCATED 4.0 MI (6.4 KM) SOUTH SOUTHWEST FROM ANGLETON,
 AC6082'AND 2.0 MI (3.2 KM) WEST OF STATE 288 AT THE BRAZORIA COUNTY AIRPORT,
 AC6082'NEAR THE BEACON AND AIRPORT TERMINAL BUILDING.  THE STATION IS LOCATED
 AC6082'NEAR THE CENTER OF THE AIRFIELD AND SOUTHEAST OF A LARGE ASPHALT RAMP
 AC6082'CORNER AT ITS JUNCTION WITH THE CONCRETE RAMP CORNER. THE STATION IS
 AC6082'LOCATED 51.0 FT (15.5 M) NORTH NORTHWEST OF THE AIRPORT BEACON, 31.2
 AC6082'FT (9.5 M) SOUTHEAST OF THE JUNCTION OF RAMPS, 16.5 FT (5.0 M)
 AC6082'NORTHEAST OF EXXON SIGN, 9.2 FT (2.8 M) SOUTHWEST OF THE NORTHWEST
 AC6082'CORNER OF THE POWER VAULT, 9.1 FT (2.8 M) NORTHWEST OF THE SOUTHWEST
 AC6082'CORNER OF THE POWER VAULT, 5.0 FT (1.5 M) WEST OF A CARSONITE WITNESS
 AC6082'POST, AND 4.0 FT (1.2 M) WEST OF THE WEST FACE OF POWER VAULT.  THE
 AC6082'STATION IS A STANDARD NOS DISK STAMPED LJN B 1980 SET IN THE TOP OF A
 AC6082'CONCRETE MONUMENT 2.O INCHES BELOW THE GRASS SOD.  FOR ACCESS TO THE
 AC6082'AIRPORT, CONTACT MR.  JOE B.  JOHNSON, AIRPORT MANAGER, BRAZORIA
 AC6082'COUNTY AIRPORT, RT.1, BOX 5, ANGLETON, TEXAS 77515, PHONE (409)
 AC6082'-849-5711 EXT.1589.  THE STATION IS...  ( NOT RECOMMENDED FOR GPS DUE
 AC6082'TO OBSTRUCTIONS, AND POWER SOURCE LOCATION )...  DESCRIBED BY RONALD
 AC6082'A.  ZEMAITIS, 12-13-1994, CHIEF OF PARTY, NGS.
 AC6082
 AC6082                          STATION RECOVERY (1989)
 AC6082
 AC6082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JLD)
 AC6082'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1624 ***********************************************************************
 AE1624  DESIGNATION -  LLANO
 AE1624  PID         -  AE1624
 AE1624  STATE/COUNTY-  TX/JIM HOGG
 AE1624  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE1624
 AE1624                         *CURRENT SURVEY CONTROL
 AE1624  ___________________________________________________________________
 AE1624* NAD 83(1993)-  26 51 17.36344(N)    098 36 52.86670(W)     ADJUSTED  
 AE1624* NAVD 88     -       144.3    (meters)     473.     (feet)  VERTCON   
 AE1624  ___________________________________________________________________
 AE1624  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AE1624  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AE1624
 AE1624  HORZ ORDER  -  FIRST
 AE1624
 AE1624.The horizontal coordinates were established by classical geodetic methods
 AE1624.and adjusted by the National Geodetic Survey in February 1996..
 AE1624
 AE1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1624
 AE1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1624
 AE1624.The geoid height was determined by GEOID03.
 AE1624
 AE1624;                    North         East     Units Scale Factor Converg.
 AE1624;SPC TX S     - 5,131,642.832   288,603.516   MT  0.99989803   -0 03 07.4
 AE1624;SPC TX S     -16,836,064.86    946,860.04   sFT  0.99989803   -0 03 07.4
 AE1624;UTM  14      - 2,970,413.883   538,278.223   MT  0.99961809   +0 10 26.6
 AE1624
 AE1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1624!SPC TX S     -   0.99998120  x   0.99989803  =   0.99987924
 AE1624!UTM  14      -   0.99998120  x   0.99961809  =   0.99959930
 AE1624
 AE1624:                Primary Azimuth Mark                     Grid Az
 AE1624:SPC TX S     -  LLANO RM 3                               012 50 18.5
 AE1624:UTM  14      -  LLANO RM 3                               012 36 44.5
 AE1624
 AE1624|---------------------------------------------------------------------|
 AE1624| PID    Reference Object                     Distance      Geod. Az  |
 AE1624|                                                           dddmmss.s |
 AE1624| CV2596 LLANO RM 3                                         0124711.1 |
 AE1624| CV2595 LLANO RM 2                            9.340 METERS 01727     |
 AE1624| CV2594 LLANO RM 1                            9.096 METERS 26310     |
 AE1624|---------------------------------------------------------------------|
 AE1624
 AE1624                          SUPERSEDED SURVEY CONTROL
 AE1624
 AE1624  NAD 83(1986)-  26 51 17.36920(N)    098 36 52.83502(W) AD(       ) 1
 AE1624  NAD 27      -  26 51 16.18137(N)    098 36 51.75879(W) AD(       ) 1
 AE1624  NGVD 29 (07/19/86)  144.3    (m)          473.     (f) VERT ANG       
 AE1624
 AE1624.Superseded values are not recommended for survey control.
 AE1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1624.See file dsdata.txt to determine how the superseded data were derived.
 AE1624
 AE1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ3827870414(NAD 83)
 AE1624_MARKER: DS = TRIANGULATION STATION DISK
 AE1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1624
 AE1624  HISTORY     - Date     Condition        Report By
 AE1624  HISTORY     - 1974     MONUMENTED       NGS
 AE1624
 AE1624                          STATION DESCRIPTION
 AE1624
 AE1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1624'THE STATION IS ABOUT 32-1/2 MILES SOUTH OF HEBBRONVILLE, 10 MILES
 AE1624'NORTH AND 5-1/2 MILES WEST OF LA GLORIA, 3-1/2 MILES SOUTH OF THE
 AE1624'SMALL COMMUNITY OF AGUA NUEVA AND ON THE RIGHT-OF-WAY OF FARM ROAD
 AE1624'1017.
 AE1624'
 AE1624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 285 AND
 AE1624'FARM ROAD 1017, ABOUT 1 MILE SOUTHEAST OF HEBBRONVILLE, GO SOUTH ON
 AE1624'FARM ROAD 1017 FOR 29.8 MILES TO THE SMALL COMMUNITY OF AGUA NUEVA.
 AE1624'CONTINUE SOUTH ON ROAD 1017 FOR 3.2 MILES TO REFERENCE MARK 3 ON
 AE1624'THE RIGHT.  CONINUE SOUTH ON ROAD 1017 FOR 0.35 MILE TO THE STATION
 AE1624'ON THE LEFT.
 AE1624'
 AE1624'THE STATION MARKS ARE STANDARD DISKS STAMPED LLANO 1974.  THE SURFACE
 AE1624'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1624'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 49.0 FEET EAST OF
 AE1624'THE CENTER LINE OF ROAD 1017, 3.0 FEET NORTH OF THE WITNESS POST AND
 AE1624'2.2 FEET WEST OF THE FENCE.  THE UNDERGROUND DISK IS SET IN AN
 AE1624'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AE1624'
 AE1624'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LLANO NO 1 1974, SET IN
 AE1624'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AE1624'WITH THE GROUND.  IT IS 31.0 FEET WEST OF THE FENCE, 29.0 FEET WEST
 AE1624'OF THE WITNESS POST, 22.0 FEET EAST OF THE CENTER LINE OF ROAD
 AE1624'1017 AND ABOUT THE SAME ELEVATION AS THE STATION.
 AE1624'
 AE1624'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LLANO NO 2 1974, SET
 AE1624'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AE1624'WITH THE GROUND.  IT IS 49.5 FEET EAST OF THE CENTER LINE OF ROAD
 AE1624'1017, 33.4 FEET NORTH OF THE WITNESS POST, 1.0 FOOT WEST OF THE
 AE1624'FENCE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 AE1624'
 AE1624'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LLANO NO 3 1974, SET IN
 AE1624'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AE1624'INCHES ABOVE THE GROUND.  IT IS 48.0 FEET WEST OF THE CENTER LINE
 AE1624'OF ROAD 1017, 1.5 FEET SOUTH OF THE WITNESS POST AND 1.0 FOOT EAST
 AE1624'OF THE FENCE.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AE1624'
 AE1624'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0682 ***********************************************************************
 BN0682  DESIGNATION -  LLANO
 BN0682  PID         -  BN0682
 BN0682  STATE/COUNTY-  TX/LLANO
 BN0682  USGS QUAD   -  LLANO NORTH (1955)
 BN0682
 BN0682                         *CURRENT SURVEY CONTROL
 BN0682  ___________________________________________________________________
 BN0682* NAD 83(1993)-  30 46 08.96376(N)    098 43 13.44782(W)     ADJUSTED  
 BN0682* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 BN0682  ___________________________________________________________________
 BN0682  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 BN0682  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 BN0682
 BN0682  HORZ ORDER  -  THIRD
 BN0682
 BN0682.The horizontal coordinates were established by classical geodetic methods
 BN0682.and adjusted by the National Geodetic Survey in February 1996..
 BN0682
 BN0682.The orthometric height was scaled from a topographic map.
 BN0682
 BN0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0682
 BN0682.The geoid height was determined by GEOID03.
 BN0682
 BN0682;                    North         East     Units Scale Factor Converg.
 BN0682;SPC TX C     - 3,123,335.820   854,389.215   MT  0.99988991   +0 49 50.7
 BN0682;SPC TX C     -10,247,144.27  2,803,108.62   sFT  0.99988991   +0 49 50.7
 BN0682;UTM  14      - 3,404,052.542   526,756.237   MT  0.99960883   +0 08 34.9
 BN0682
 BN0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0682!SPC TX C     -   0.99994852  x   0.99988991  =   0.99983844
 BN0682!UTM  14      -   0.99994852  x   0.99960883  =   0.99955737
 BN0682
 BN0682|---------------------------------------------------------------------|
 BN0682| PID    Reference Object                     Distance      Geod. Az  |
 BN0682|                                                           dddmmss.s |
 BN0682| CV5520 LLANO RM 1                           11.452 METERS 10727     |
 BN0682| CV5521 LLANO RM 2                            9.722 METERS 27222     |
 BN0682| CV4505 CENT T RD ST RD 29 FM RD 734         32.310 METERS 31118     |
 BN0682| CV5519 LLANO AZ MK                                        3513346.9 |
 BN0682|---------------------------------------------------------------------|
 BN0682
 BN0682                          SUPERSEDED SURVEY CONTROL
 BN0682
 BN0682  NAD 83(1986)-  30 46 08.97439(N)    098 43 13.43365(W) AD(       ) 3
 BN0682  NAD 27      -  30 46 08.33340(N)    098 43 12.29830(W) AD(       ) 3
 BN0682
 BN0682.Superseded values are not recommended for survey control.
 BN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0682.See file dsdata.txt to determine how the superseded data were derived.
 BN0682
 BN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV2675604053(NAD 83)
 BN0682_MARKER: DS = TRIANGULATION STATION DISK
 BN0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0682
 BN0682  HISTORY     - Date     Condition        Report By
 BN0682  HISTORY     - 1956     MONUMENTED       CGS
 BN0682
 BN0682                          STATION DESCRIPTION
 BN0682
 BN0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0682'THE STATION IS LOCATED ABOUT 2-3/4 MILES NORTHWEST OF LLANO,
 BN0682'55 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 29, 5.5 FEET
 BN0682'NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST, 5 FEET NORTH
 BN0682'OF A WIRE FENCE, AND ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 BN0682'29 AT THE JUNCTION OF FARM ROAD 734.
 BN0682'
 BN0682'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BN0682'16 AND 29 IN LLANO, GO WESTERLY ON STATE HIGHWAY 29 FOR 2.6
 BN0682'MILES TO THE JUNCTION OF FARM ROAD 734 ON THE RIGHT AND THE
 BN0682'STATION ON THE LEFT.
 BN0682'
 BN0682'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FARM
 BN0682'ROAD 734 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 BN0682'DESCRIBED BELOW.
 BN0682'
 BN0682'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND
 BN0682'THE DISK IS STAMPED LLANO 1956.
 BN0682'
 BN0682'REFERENCE MARK 1 IS 59 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 BN0682'AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 3 INCHES,
 BN0682'AND THE DISK IS STAMPED LLANO NO 1 1956.
 BN0682'
 BN0682'REFERENCE MARK 2 IS 59 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 BN0682'AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 2 INCHES,
 BN0682'AND THE DISK IS STAMPED LLANO NO 2 1956.
 BN0682'
 BN0682'THE AZIMUTH MARK IS 75 FEET EAST OF THE CENTER OF FARM ROAD
 BN0682'734, 9 FEET NORTH OF A TELEPHONE POLE, 3 FEET SOUTH OF A WHITE
 BN0682'4 IN X 4 IN WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.
 BN0682'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED LLANO 1956.
 BN0682'
 BN0682'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3770 ***********************************************************************
 DH3770  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3770  DESIGNATION -  LLANO CORS ARP
 DH3770  CORS_ID     -  TXLL
 DH3770  PID         -  DH3770
 DH3770  STATE/COUNTY-  TX/LLANO
 DH3770  USGS QUAD   -  LLANO SOUTH (1982)
 DH3770
 DH3770                         *CURRENT SURVEY CONTROL
 DH3770  ___________________________________________________________________
 DH3770* NAD 83(CORS)-  30 44 00.71242(N)    098 40 42.90612(W)     ADJUSTED  
 DH3770* NAVD 88     -                                                        
 DH3770  ___________________________________________________________________
 DH3770  EPOCH DATE  -        2002.00
 DH3770  X           -    -828,003.021 (meters)                     COMP
 DH3770  Y           -  -5,424,583.229 (meters)                     COMP
 DH3770  Z           -   3,240,692.413 (meters)                     COMP
 DH3770  ELLIP HEIGHT-         307.55  (meters)          (06/??/05) GPS OBS
 DH3770  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DH3770
 DH3770  HORZ ORDER  -  SPECIAL (CORS)
 DH3770  ELLP ORDER  -  SPECIAL (CORS)
 DH3770
 DH3770.ITRF positions are available for this station.
 DH3770.The coordinates were established by GPS observations
 DH3770.and adjusted by the National Geodetic Survey in June 2005..
 DH3770.The coordinates are valid at the epoch date displayed above.
 DH3770.The epoch date for horizontal control is a decimal equivalence
 DH3770.of Year/Month/Day.
 DH3770
 DH3770
 DH3770.The PID for the CORS L1 Phase Center is DH3771.
 DH3770
 DH3770.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3770
 DH3770.The ellipsoidal height was determined by GPS observations
 DH3770.and is referenced to NAD 83.
 DH3770
 DH3770.The geoid height was determined by GEOID03.
 DH3770
 DH3770;                    North         East     Units Scale Factor Converg.
 DH3770;SPC TX C     - 3,119,445.862   858,450.389   MT  0.99989261   +0 51 08.3
 DH3770;SPC TX C     -10,234,381.97  2,816,432.65   sFT  0.99989261   +0 51 08.3
 DH3770
 DH3770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3770!SPC TX C     -   0.99995171  x   0.99989261  =   0.99984432
 DH3770
 DH3770                          SUPERSEDED SURVEY CONTROL
 DH3770
 DH3770.No superseded survey control is available for this station.
 DH3770
 DH3770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3076900115(NAD 83)
 DH3770_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3770
 DH3770                          STATION DESCRIPTION
 DH3770
 DH3770'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3770'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3770'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3770'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3770'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3770'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3771 ***********************************************************************
 DH3771  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3771  DESIGNATION -  LLANO CORS L1 PHASE CENTER
 DH3771  CORS_ID     -  TXLL
 DH3771  PID         -  DH3771
 DH3771  STATE/COUNTY-  TX/LLANO
 DH3771  USGS QUAD   -  LLANO SOUTH (1982)
 DH3771
 DH3771                         *CURRENT SURVEY CONTROL
 DH3771  ___________________________________________________________________
 DH3771* NAD 83(CORS)-  30 44 00.71243(N)    098 40 42.90610(W)     ADJUSTED  
 DH3771* NAVD 88     -                                                        
 DH3771  ___________________________________________________________________
 DH3771  EPOCH DATE  -        2002.00
 DH3771  X           -    -828,003.029 (meters)                     COMP
 DH3771  Y           -  -5,424,583.289 (meters)                     COMP
 DH3771  Z           -   3,240,692.449 (meters)                     COMP
 DH3771  ELLIP HEIGHT-         307.62  (meters)          (06/??/05) GPS OBS
 DH3771  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DH3771
 DH3771  HORZ ORDER  -  SPECIAL (CORS)
 DH3771  ELLP ORDER  -  SPECIAL (CORS)
 DH3771
 DH3771.ITRF positions are available for this station.
 DH3771.The coordinates were established by GPS observations
 DH3771.and adjusted by the National Geodetic Survey in June 2005..
 DH3771.The coordinates are valid at the epoch date displayed above.
 DH3771.The epoch date for horizontal control is a decimal equivalence
 DH3771.of Year/Month/Day.
 DH3771
 DH3771
 DH3771.The PID for the CORS ARP is DH3770.
 DH3771
 DH3771.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3771
 DH3771.The ellipsoidal height was determined by GPS observations
 DH3771.and is referenced to NAD 83.
 DH3771
 DH3771.The geoid height was determined by GEOID03.
 DH3771
 DH3771;                    North         East     Units Scale Factor Converg.
 DH3771;SPC TX C     - 3,119,445.862   858,450.390   MT  0.99989261   +0 51 08.3
 DH3771;SPC TX C     -10,234,381.97  2,816,432.65   sFT  0.99989261   +0 51 08.3
 DH3771
 DH3771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3771!SPC TX C     -   0.99995169  x   0.99989261  =   0.99984431
 DH3771
 DH3771                          SUPERSEDED SURVEY CONTROL
 DH3771
 DH3771.No superseded survey control is available for this station.
 DH3771
 DH3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3076900115(NAD 83)
 DH3771_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3771
 DH3771                          STATION DESCRIPTION
 DH3771
 DH3771'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3771'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3771'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3771'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3771'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3771'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0696 ***********************************************************************
 BN0696  DESIGNATION -  LLANO COUNTY CTHSE CLOCK TOWER
 BN0696  PID         -  BN0696
 BN0696  STATE/COUNTY-  TX/LLANO
 BN0696  USGS QUAD   -  LLANO SOUTH (1982)
 BN0696
 BN0696                         *CURRENT SURVEY CONTROL
 BN0696  ___________________________________________________________________
 BN0696* NAD 83(1993)-  30 44 59.34725(N)    098 40 35.16309(W)     ADJUSTED  
 BN0696* NAVD 88     -                                                        
 BN0696  ___________________________________________________________________
 BN0696  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 BN0696  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BN0696
 BN0696  HORZ ORDER  -  THIRD
 BN0696
 BN0696.The horizontal coordinates were established by classical geodetic methods
 BN0696.and adjusted by the National Geodetic Survey in February 1996..
 BN0696
 BN0696
 BN0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0696
 BN0696.The geoid height was determined by GEOID03.
 BN0696
 BN0696;                    North         East     Units Scale Factor Converg.
 BN0696;SPC TX C     - 3,121,254.241   858,629.436   MT  0.99989133   +0 51 12.2
 BN0696;SPC TX C     -10,240,314.96  2,817,020.07   sFT  0.99989133   +0 51 12.2
 BN0696;UTM  14      - 3,401,920.808   530,969.981   MT  0.99961183   +0 09 55.6
 BN0696
 BN0696                          SUPERSEDED SURVEY CONTROL
 BN0696
 BN0696  NAD 83(1986)-  30 44 59.35795(N)    098 40 35.14854(W) AD(       ) 4
 BN0696  NAD 27      -  30 44 58.72400(N)    098 40 34.00700(W) AD(       ) 3
 BN0696
 BN0696.Superseded values are not recommended for survey control.
 BN0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0696.See file dsdata.txt to determine how the superseded data were derived.
 BN0696
 BN0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3097001921(NAD 83)
 BN0696_MARKER: 55 = TOWER
 BN0696
 BN0696  HISTORY     - Date     Condition        Report By
 BN0696  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0696  HISTORY     - 1959     GOOD             CGS
 BN0696  HISTORY     - 19960730 GOOD             USPSQD
 BN0696
 BN0696                          STATION DESCRIPTION
 BN0696
 BN0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0696'THE STATION IS LOCATED IN THE CENTER OF LLANO.  IT IS CONSTRUCTED
 BN0696'OF NATIVE BROWNROCK, HAVING A CLOCK TOWER ON THE NORTHEAST
 BN0696'CORNER WHICH IS ABOUT 80 FEET IN HEIGHT.  THE POINT OBSERVED
 BN0696'WAS THE APEX OF THE TOWER.
 BN0696
 BN0696                          STATION RECOVERY (1959)
 BN0696
 BN0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 BN0696'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  1956
 BN0696'DESCRIPTION ADEQUATE.
 BN0696
 BN0696                          STATION RECOVERY (1996)
 BN0696
 BN0696'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0695 ***********************************************************************
 BN0695  DESIGNATION -  LLANO MUNICIPAL STANDPIPE
 BN0695  PID         -  BN0695
 BN0695  STATE/COUNTY-  TX/LLANO
 BN0695  USGS QUAD   -  LLANO SOUTH (1982)
 BN0695
 BN0695                         *CURRENT SURVEY CONTROL
 BN0695  ___________________________________________________________________
 BN0695* NAD 83(1993)-  30 44 38.73168(N)    098 40 30.84802(W)     ADJUSTED  
 BN0695* NAVD 88     -                                                        
 BN0695  ___________________________________________________________________
 BN0695  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 BN0695  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BN0695
 BN0695  HORZ ORDER  -  THIRD
 BN0695
 BN0695.The horizontal coordinates were established by classical geodetic methods
 BN0695.and adjusted by the National Geodetic Survey in February 1996..
 BN0695
 BN0695
 BN0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0695
 BN0695.The geoid height was determined by GEOID03.
 BN0695
 BN0695;                    North         East     Units Scale Factor Converg.
 BN0695;SPC TX C     - 3,120,621.216   858,753.645   MT  0.99989177   +0 51 14.5
 BN0695;SPC TX C     -10,238,238.11  2,817,427.58   sFT  0.99989177   +0 51 14.5
 BN0695;UTM  14      - 3,401,286.515   531,086.548   MT  0.99961192   +0 09 57.7
 BN0695
 BN0695                          SUPERSEDED SURVEY CONTROL
 BN0695
 BN0695  NAD 83(1986)-  30 44 38.74250(N)    098 40 30.83324(W) AD(       ) 4
 BN0695  NAD 27      -  30 44 38.11200(N)    098 40 29.68900(W) AD(       ) 3
 BN0695
 BN0695.Superseded values are not recommended for survey control.
 BN0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0695.See file dsdata.txt to determine how the superseded data were derived.
 BN0695
 BN0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3108701287(NAD 83)
 BN0695_MARKER: 52 = STANDPIPE TANK
 BN0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0695+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 BN0695
 BN0695  HISTORY     - Date     Condition        Report By
 BN0695  HISTORY     - 1935     FIRST OBSERVED   CGS
 BN0695  HISTORY     - 1956     GOOD             CGS
 BN0695  HISTORY     - 19960730 GOOD             USPSQD
 BN0695  HISTORY     - 20040828 GOOD             USPSQD
 BN0695
 BN0695                          STATION DESCRIPTION
 BN0695
 BN0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0695'POINT OBSERVED UPON IS THE CENTER OF TOP OF THE SILVER MUNICIPAL
 BN0695'STANDPIPE LOCATED ON A HIGH HILL IN THE S SIDE OF TOWN, 1 BLOCK
 BN0695'E OF STATE HIGHWAY 81.
 BN0695'
 BN0695'OBSERVED FROM STATIONS BABY, MAGILL AND BEE.
 BN0695
 BN0695                          STATION RECOVERY (1956)
 BN0695
 BN0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0695'THE STATION WAS RECOVERED AS DESCRIBED.
 BN0695
 BN0695                          STATION RECOVERY (1996)
 BN0695
 BN0695'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0695'RECOVERED IN GOOD CONDITION.
 BN0695
 BN0695                          STATION RECOVERY (2004)
 BN0695
 BN0695'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 BN0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0683 ***********************************************************************
 BN0683  DESIGNATION -  LLANO MUNICIPAL TANK
 BN0683  PID         -  BN0683
 BN0683  STATE/COUNTY-  TX/LLANO
 BN0683  USGS QUAD   -  LLANO NORTH (1955)
 BN0683
 BN0683                         *CURRENT SURVEY CONTROL
 BN0683  ___________________________________________________________________
 BN0683* NAD 83(1993)-  30 45 02.81267(N)    098 40 42.49515(W)     ADJUSTED  
 BN0683* NAVD 88     -                                                        
 BN0683  ___________________________________________________________________
 BN0683  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 BN0683  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BN0683
 BN0683  HORZ ORDER  -  THIRD
 BN0683
 BN0683.The horizontal coordinates were established by classical geodetic methods
 BN0683.and adjusted by the National Geodetic Survey in February 1996..
 BN0683
 BN0683
 BN0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0683
 BN0683.The geoid height was determined by GEOID03.
 BN0683
 BN0683;                    North         East     Units Scale Factor Converg.
 BN0683;SPC TX C     - 3,121,358.036   858,432.874   MT  0.99989125   +0 51 08.5
 BN0683;SPC TX C     -10,240,655.49  2,816,375.19   sFT  0.99989125   +0 51 08.5
 BN0683;UTM  14      - 3,402,026.926   530,774.734   MT  0.99961168   +0 09 51.8
 BN0683
 BN0683                          SUPERSEDED SURVEY CONTROL
 BN0683
 BN0683  NAD 83(1986)-  30 45 02.82341(N)    098 40 42.48054(W) AD(       ) 4
 BN0683  NAD 27      -  30 45 02.18000(N)    098 40 41.34900(W) AD(       ) 3
 BN0683
 BN0683.Superseded values are not recommended for survey control.
 BN0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0683.See file dsdata.txt to determine how the superseded data were derived.
 BN0683
 BN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3077502027(NAD 83)
 BN0683_MARKER: 53 = ELEVATED TANK
 BN0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0683+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 BN0683
 BN0683  HISTORY     - Date     Condition        Report By
 BN0683  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0683  HISTORY     - 19960730 GOOD             USPSQD
 BN0683  HISTORY     - 20040828 GOOD             USPSQD
 BN0683
 BN0683                          STATION DESCRIPTION
 BN0683
 BN0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0683'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF LLANO.  THE TANK
 BN0683'IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS, SILVER IN COLOR,
 BN0683'AND ABOUT 110 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE APEX
 BN0683'OF THE TANK.
 BN0683
 BN0683                          STATION RECOVERY (1996)
 BN0683
 BN0683'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0683'RECOVERED IN GOOD CONDITION.
 BN0683
 BN0683                          STATION RECOVERY (2004)
 BN0683
 BN0683'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 BN0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0441 ***********************************************************************
 BO0441  DESIGNATION -  LLANO RESET
 BO0441  PID         -  BO0441
 BO0441  STATE/COUNTY-  TX/SUTTON
 BO0441  USGS QUAD   -  BUFFALO WELL SW (1982)
 BO0441
 BO0441                         *CURRENT SURVEY CONTROL
 BO0441  ___________________________________________________________________
 BO0441* NAD 83(1993)-  30 33 14.00289(N)    100 29 52.44964(W)     ADJUSTED  
 BO0441* NAVD 88     -       713.76   (+/-2cm)    2341.7    (feet)  VERTCON   
 BO0441  ___________________________________________________________________
 BO0441  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 BO0441  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BO0441
 BO0441  HORZ ORDER  -  SECOND
 BO0441  VERT ORDER  -  THIRD ? (See Below)
 BO0441
 BO0441.The horizontal coordinates were established by classical geodetic methods
 BO0441.and adjusted by the National Geodetic Survey in February 1996..
 BO0441
 BO0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0441.The vertical order pertains to the NGVD 29 superseded value.
 BO0441
 BO0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0441
 BO0441.The geoid height was determined by GEOID03.
 BO0441
 BO0441;                    North         East     Units Scale Factor Converg.
 BO0441;SPC TX C     - 3,098,365.316   684,211.630   MT  0.99991204   -0 05 05.1
 BO0441;SPC TX C     -10,165,220.21  2,244,784.32   sFT  0.99991204   -0 05 05.1
 BO0441;UTM  14      - 3,381,118.218   356,331.804   MT  0.99985463   -0 45 41.7
 BO0441
 BO0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0441!SPC TX C     -   0.99989147  x   0.99991204  =   0.99980352
 BO0441!UTM  14      -   0.99989147  x   0.99985463  =   0.99974611
 BO0441
 BO0441|---------------------------------------------------------------------|
 BO0441| PID    Reference Object                     Distance      Geod. Az  |
 BO0441|                                                           dddmmss.s |
 BO0441| CV5516 LLANO RM 1                           26.783 METERS 12342     |
 BO0441| CV5518 LLANO RM 3                           26.850 METERS 12348     |
 BO0441| CV5515 LLANO AZ MK 2                                      12707     |
 BO0441| CV5517 LLANO RM 2                           28.691 METERS 21307     |
 BO0441| BO0109 W 103                                              2932029.7 |
 BO0441|---------------------------------------------------------------------|
 BO0441
 BO0441                          SUPERSEDED SURVEY CONTROL
 BO0441
 BO0441  NAD 83(1986)-  30 33 14.00410(N)    100 29 52.43667(W) AD(       ) 2
 BO0441  NAD 27      -  30 33 13.34600(N)    100 29 51.11100(W) AD(       ) 2
 BO0441  NGVD 29 (07/19/86)  713.60   (m)         2341.2    (f) LEVELING    3  
 BO0441
 BO0441.Superseded values are not recommended for survey control.
 BO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0441.See file dsdata.txt to determine how the superseded data were derived.
 BO0441
 BO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU5633281118(NAD 83)
 BO0441_MARKER: DS = TRIANGULATION STATION DISK
 BO0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0441
 BO0441  HISTORY     - Date     Condition        Report By
 BO0441  HISTORY     - 1944     MONUMENTED       CGS
 BO0441  HISTORY     - 1963     GOOD             USGS
 BO0441  HISTORY     - 1979     GOOD             NGS
 BO0441
 BO0441                          STATION DESCRIPTION
 BO0441
 BO0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0441'STATION IS LOCATED 9 MILES, AIR LINE, E OF SONORA, ON THE
 BO0441'S RIGHT-OF-WAY OF U.S. HIGHWAY 290.  IT IS AT THE W END OF A
 BO0441'CURVE TO S IN HIGHWAY, 54 FEET SSW OF THE CENTER LINE OF
 BO0441'HIGHWAY 290, 7 FEET NNE OF THE RIGHT-OF-WAY FENCE, AND 8 FEET
 BO0441'E OF A 4- BY 4-INCH WOODEN MARKER POST.
 BO0441'
 BO0441'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BO0441'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 BO0441'IT IS STAMPED LLANO 1944.  UNDERGROUND MARK IS 24 IN.
 BO0441'DOWN.
 BO0441'
 BO0441'REFERENCE MARK 1 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BO0441'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE
 BO0441'POST THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS
 BO0441'STAMPED LLANO NO 1 1944.
 BO0441'
 BO0441'REFERENCE MARK 2 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BO0441'IT IS A BRONZE REFERENCE DISK SET IN A CONCRETE CYLINDER THAT
 BO0441'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS STAMPED LLANO
 BO0441'NO 2 1944.
 BO0441'
 BO0441'AZIMUTH MARK IS IN THE W END OF THE N CONCRETE HEAD WALL OF A
 BO0441'CULVERT UNDER U.S. HIGHWAY 290.  IT IS A BRONZE BENCH MARK DISK
 BO0441'STAMPED W 103 1932.
 BO0441'
 BO0441'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND
 BO0441'290 AT THE S EDGE OF SONORA, GO E ON HIGHWAY 290 FOR 9.25 MILES
 BO0441'TO A SHALLOW ROCK QUARRY ON RIGHT AND STATION.
 BO0441'
 BO0441'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 BO0441
 BO0441                          STATION RECOVERY (1963)
 BO0441
 BO0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BO0441'THE SURFACE MARK WAS DESTROYED BY HIGHWAY WIDENING.  THE SURFACE
 BO0441'POST WAS FOUND.  THE AZ. MK. IS DESTROYED.  BM W-103 HAS BEEN
 BO0441'RESET IN A POST.  BOTH R.M.S WERE RECOVERED AS DESCRIBED, AND FROM
 BO0441'THESE THE LLANO UNDERGROUND MARK WAS RECOVERED.  A NEW WITNESS
 BO0441'POST HAS BEEN SET IN THE ROW FENCE ABOUT EIGHT FEET SOUTH OF THE
 BO0441'UNDERGROUND MARK.
 BO0441
 BO0441                          STATION RECOVERY (1979)
 BO0441
 BO0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BO0441'THE STATION SUB-SURFACE MARK AND REFERENCE MARK NO.2 WERE RECOVERED
 BO0441'AND FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK, REFERENCE MARK
 BO0441'NO.1 AND THE AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED.  THE
 BO0441'STATION SURFACE MARK, REFERENCE MARK NO.3 AND THE AZIMUTH MARK WERE
 BO0441'RE-ESTABLISHED.
 BO0441'
 BO0441'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE NO 2.
 BO0441'
 BO0441'POLARIS WAS OBSERVED.
 BO0441'
 BO0441'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 BO0441'
 BO0441'THE STATION IS LOCATED ABOUT 9 MILES EAST SOUTHEAST OF SONORA AND
 BO0441'ALONG THE SOUTH RIGHT OF WAY OF OLD U.S. HIGHWAY 290, WHICH IS NOW
 BO0441'RANCH ROAD 3031.
 BO0441'
 BO0441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND 290
 BO0441'IN SONORA.  GO EASTERLY ON U.S. (OLD) HIGHWAY 290 FOR 4.3 MILES TO
 BO0441'THE INTERSECTION OF RANCH ROAD 824 ON THE LEFT.  CONTINUE EASTERLY
 BO0441'ON RANCH ROAD 3031 (OLD U.S. HIGHWAY 290) FOR 5.5 MILES TO STATION ON
 BO0441'THE RIGHT.
 BO0441'
 BO0441'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED LLANO 1944 1978
 BO0441'SET IN THE TOP OF A SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 BO0441'SURFACE OF THE GROUND.  THE SUB-SURFACE MARK IS ABOUT 30 INCHES
 BO0441'BELOW THE SURFACE OF THE GROUND.  A STAND DISK STAMPED LLANO 1944,
 BO0441'SET IN AN IRREGULAR MASS OF CONCRETE AND METAL PLUG PLACED ON TOP OF
 BO0441'MARK.  IT IS 54 FEET SOUTH OF CENTER LINE OF HIGHWAY, 41 FEET WEST OF
 BO0441'STATE HIGHWAY SURVEY STATION 80 AND 7 FEET NORTH OF FENCE LINE AND
 BO0441'METAL WITNESS POST.
 BO0441'
 BO0441'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED LLANO NO 2 1944 SET
 BO0441'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS ABOUT 5 INCHES.  IT
 BO0441'IS 87 FEET SOUTH OF FENCE LINE AND METAL WITNESS POST.
 BO0441'
 BO0441'REFERENCE MARK NO.3 IS A STANDARD DISK STAMPED LLANO 1944 NO 3
 BO0441'1978 SET IN THE TOP OF A SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 BO0441'SURFACE OF THE GROUND.  IT IS 57 FEET SOUTH OF THE CENTER LINE OF
 BO0441'HIGHWAY, 48 FEET EAST OF STATE HIGHWAY SURVEY STATION 80, AND 2.6
 BO0441'FEET NORTH OF FENCE LINE AND METAL WITNESS POST.
 BO0441'
 BO0441'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LLANO 1944 1979 SET IN A
 BO0441'DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 BO0441'IT IS 184 FEET WEST OF THE WEST END OF GATE, AND DRIVEWAY, 38 FEET
 BO0441'NORTH OF CENTERLINE OF HIGHWAY AND 13 FEET SOUTH OF THE FENCE LINE
 BO0441'AND METAL WITNESS POST.
 BO0441'
 BO0441'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON RANCH ROAD
 BO0441'3031 (OLD U.S. HIGHWAY 290) FOR 0.4 MILE TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0821 ***********************************************************************
 BN0821  DESIGNATION -  LLANOPORT
 BN0821  PID         -  BN0821
 BN0821  STATE/COUNTY-  TX/LLANO
 BN0821  USGS QUAD   -  LLANO NORTH (1955)
 BN0821
 BN0821                         *CURRENT SURVEY CONTROL
 BN0821  ___________________________________________________________________
 BN0821* NAD 83(1993)-  30 47 21.58151(N)    098 39 43.02459(W)     ADJUSTED  
 BN0821* NAVD 88     -       335.5    (meters)    1101.     (feet)  GPS OBS   
 BN0821  ___________________________________________________________________
 BN0821  X           -    -825,952.202 (meters)                     COMP
 BN0821  Y           -  -5,421,699.142 (meters)                     COMP
 BN0821  Z           -   3,246,010.527 (meters)                     COMP
 BN0821  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 BN0821  ELLIP HEIGHT-         311.93  (meters)          (07/02/01) GPS OBS
 BN0821  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 BN0821
 BN0821  HORZ ORDER  -  FIRST
 BN0821  ELLP ORDER  -  FIFTH     CLASS I
 BN0821
 BN0821.The horizontal coordinates were established by GPS observations
 BN0821.and adjusted by the National Geodetic Survey in September 1996..
 BN0821
 BN0821.The orthometric height was determined by GPS observations and a
 BN0821.high-resolution geoid model.
 BN0821
 BN0821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0821
 BN0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0821
 BN0821.The ellipsoidal height was determined by GPS observations
 BN0821.and is referenced to NAD 83.
 BN0821
 BN0821.The geoid height was determined by GEOID03.
 BN0821
 BN0821;                    North         East     Units Scale Factor Converg.
 BN0821;SPC TX C     - 3,125,654.250   859,950.106   MT  0.99988855   +0 51 39.1
 BN0821;SPC TX C     -10,254,750.65  2,821,352.97   sFT  0.99988855   +0 51 39.1
 BN0821;UTM  14      - 3,406,303.428   532,343.000   MT  0.99961290   +0 10 23.0
 BN0821
 BN0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0821!SPC TX C     -   0.99995102  x   0.99988855  =   0.99983957
 BN0821!UTM  14      -   0.99995102  x   0.99961290  =   0.99956394
 BN0821
 BN0821:                Primary Azimuth Mark                     Grid Az
 BN0821:SPC TX C     -  LLANOPORT AZ MK                          178 32 52.7
 BN0821:UTM  14      -  LLANOPORT AZ MK                          179 14 08.8
 BN0821
 BN0821|---------------------------------------------------------------------|
 BN0821| PID    Reference Object                     Distance      Geod. Az  |
 BN0821|                                                           dddmmss.s |
 BN0821| BN0822 LLANOPORT AZ MK                     APPROX. 0.9 KM 1792431.8 |
 BN0821|---------------------------------------------------------------------|
 BN0821
 BN0821                          SUPERSEDED SURVEY CONTROL
 BN0821
 BN0821  ELLIP H (09/04/96)  311.97   (m)                       GP(       ) 5 1
 BN0821  NAD 83(1993)-  30 47 21.58041(N)    098 39 43.02412(W) AD(       ) 3
 BN0821  ELLIP H (02/16/96)  312.03   (m)                       GP(       ) 5 1
 BN0821  NAD 83(1986)-  30 47 21.58981(N)    098 39 43.01527(W) AD(       ) 3
 BN0821  NGVD 29 (10/23/89)  335.4    (m)         1100.     (f) GPS OBS        
 BN0821
 BN0821.Superseded values are not recommended for survey control.
 BN0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0821.See file dsdata.txt to determine how the superseded data were derived.
 BN0821
 BN0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3234306303(NAD 83)
 BN0821_MARKER: I = METAL ROD
 BN0821_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0821_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0821_STAMPING: LLANOPORT 1988
 BN0821_MARK LOGO: NGS   
 BN0821_PROJECTION: RECESSED 8 CENTIMETERS
 BN0821_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0821+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1998
 BN0821_ROD/PIPE-DEPTH:  2.7 meters
 BN0821_SLEEVE-DEPTH  :  0.8 meters
 BN0821
 BN0821  HISTORY     - Date     Condition        Report By
 BN0821  HISTORY     - 1988     MONUMENTED       NGS
 BN0821  HISTORY     - 19890120 GOOD
 BN0821  HISTORY     - 19950310 GOOD             NGS
 BN0821  HISTORY     - 19980327 GOOD             NGS
 BN0821
 BN0821                          STATION DESCRIPTION
 BN0821
 BN0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BN0821'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH-NORTHEAST OF
 BN0821'LLANO, 0.15 KM (0.10 MI) EAST OF STATE HIGHWAY 16, AT THE LLANO
 BN0821'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF LLANO, 301 WEST MAIN, LLANO,
 BN0821'TEXAS 78643.  THE AIRPORT MANAGER IS EVELYN GOULD, TELEPHONE
 BN0821'915-247-7994, OR CONTACT GEORGE C. ROGERS, CITY MANAGER, TELEPHONE
 BN0821'915-247-4158 (CONTACT A DAY IN ADVANCE TO UNLOCK GATE).
 BN0821'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16, 29, AND 71 IN LLANO,
 BN0821'GO NORTH ON STATE HIGHWAY 16 FOR 3.78 KM (2.35 MI) TO A PAVED ROAD
 BN0821'RIGHT.  TURN RIGHT AND GO EAST FOR 0.35 KM (0.20 MI) TO THE END OF THE
 BN0821'PAVEMENT, A DIRT ROAD RIGHT, AND CATTLE GUARD.  TURN RIGHT, ACROSS THE
 BN0821'CATTLE GUARD, THEN LEFT, SOUTHEAST, ON A DIRT ROAD FOR 0.07 KM
 BN0821'(0.05 MI) TO A LOCKED GATE.  PASS THROUGH THE GATE AND GO RIGHT,
 BN0821'SOUTH, BETWEEN HANGARS AND ONTO THE TARMAC FOR 0.15 KM (0.10 MI) TO A
 BN0821'RUNWAY AND THE STATION ON THE LEFT.
 BN0821'THE STATION IS 16.3 M (53.5 FT) EAST OF THE CENTER OF THE RUNWAY, 13.8
 BN0821'M (45.3 FT) SOUTH OF THE CENTERLINE OF A RAMP, 8.75 M (28.7 FT)
 BN0821'SOUTHEAST OF THE CURVED PAVEMENT EDGE, AND 0.3 M (1.0 FT) WEST OF A
 BN0821'WITNESS POST.
 BN0821'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0821'DESCRIBED BY V.L. FERNANDES.
 BN0821
 BN0821                          STATION RECOVERY (1989)
 BN0821
 BN0821'RECOVERED 1989
 BN0821'RECOVERED IN GOOD CONDITION.
 BN0821
 BN0821                          STATION RECOVERY (1995)
 BN0821
 BN0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0821'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH-NORTHEAST OF LLANO
 BN0821'NEAR THE NORTH END OF THE RUNWAY, AND THE SOUTH SIDE OF THE TAXI.
 BN0821'OWNERSHIP--CITY OF LLANO, 301 WEST MAIN, LLANO, TX.  78643.  AIRPORT
 BN0821'MANAGER EVELYN GOULO.  PHONE 915-247-5635.  NOTE--CONTACT A DAY IN
 BN0821'ADVANCE TO OPEN LOCKED GATE. TO REACH THE STATION FROM THE JUNCTION OF
 BN0821'STATE HIGHWAYS 29 AND 71 IN LLANO, GO 3.8 KM (2.35 MI) NORTHERLY ALONG
 BN0821'STATE HIGHWAY 16 TO THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, EAST,
 BN0821'0.35 KM (0.20 MI) TO THE END OF THE ROAD AND A CATTLE GUARD ON THE
 BN0821'RIGHT.  TURN RIGHT, SOUTHWEST, ACROSS THE CATTLE GUARD AND THEN BEAR
 BN0821'LEFT, SOUTHEAST, 0.07 KM (0.05 MI) TO THE LOCKED GATE.  PASS THROUGH
 BN0821'THE GATE AND TURN RIGHT, SOUTHWEST, 0.3 KM (0.20 MI) CROSSING THE
 BN0821'TARMAC IN FRONT OF THE HANGARS.  THEN WEST, ALONG THE TAXI TO THE
 BN0821'RUNWAY AND THE STATION ON THE LEFT. STATION IS 16.3 M (53.5 FT) EAST
 BN0821'OF THE RUNWAY CENTERLINE, 13.8 M (45.3 FT) SOUTH OF THE TAXI
 BN0821'CENTERLINE, 4.2 M (13.8 FT) SOUTHEAST OF THE EAST 1 OF 2 TAXI LIGHTS,
 BN0821'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE
 BN0821'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 BN0821'CLASS A REQUIREMENTS.  BY DEB.
 BN0821
 BN0821                          STATION RECOVERY (1998)
 BN0821
 BN0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (LJL)
 BN0821'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 BN0821'IS LOCATED 2 MILES (3.2 KM) NORTH OF THE CITY OF LLANO, AT THE LLANO
 BN0821'MUNICIPAL AIRPORT, NEAR RUNWAY END 17.  CONTACT EVELYN GOULD, THE
 BN0821'AIRPORT MANAGER AT 915-247-5635.  TO REACH THE STATION PROCEED 2.35
 BN0821'MILES (3.78 KM) NORTH ALONG STATE HIGHWAY 16 FROM THE INTERSECTION OF
 BN0821'STATE HIGHWAY 29 IN LLANO, THENCE 0.2 MILE (0.3 KM) EAST ALONG THE
 BN0821'PAVED AIRPORT ENTRANCE ROAD, THENCE 0.05 MILE (0.08 KM) SOUTHWEST TO
 BN0821'THE AIRPORT OFFICE AND THE MANAGER, THENCE 0.1 MILE (0.2 KM) WEST
 BN0821'ACROSS THE RAMP AND ALONG A TAXIWAY, HOLDING SHORT OF THE RUNWAY. THE
 BN0821'STATION IS THE TOP OF A STAINLESS STEEL ROD SET 0.5 FT (15.2 CM) BELOW
 BN0821'GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP WHICH IS 0.2
 BN0821'FT (6.1 CM) BELOW GROUND AND STAMPED LLANOPORT 1988.  IT IS 580 FT
 BN0821'(176.8 M) DUE WEST OF THE AIRPORT OFFICE, 84.3 FT (25.7 M) SOUTHEAST
 BN0821'FROM THE CENTERLINE END RUNWAY 17, 52.6 FT (16.0 M) EAST FROM THE
 BN0821'RUNWAY CENTERLINE, 46.3 FT (14.1 M) SOUTH FROM THE CONNECTOR TAXIWAY
 BN0821'CENTERLINE, 30.1 FT (9.2 M) NORTH FROM THE CENTER OF A DIRECTIONAL
 BN0821'SIGN, 7.0 FT (2.1 M) SOUTHEAST FROM AN NGS PK NAIL AND WASHER IN THE
 BN0821'EDGE OF A CURVE IN THE ASPHALT.  THIS IS A SECONDARY AIRPORT CONTROL
 BN0821'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2727 ***********************************************************************
 BY2727  DESIGNATION -  LLOYD 2
 BY2727  PID         -  BY2727
 BY2727  STATE/COUNTY-  TX/CHEROKEE
 BY2727  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2727
 BY2727                         *CURRENT SURVEY CONTROL
 BY2727  ___________________________________________________________________
 BY2727* NAD 83(1993)-  31 57 49.42146(N)    095 21 31.95035(W)     ADJUSTED  
 BY2727* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 BY2727  ___________________________________________________________________
 BY2727  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BY2727  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BY2727
 BY2727  HORZ ORDER  -  SECOND
 BY2727
 BY2727.The horizontal coordinates were established by classical geodetic methods
 BY2727.and adjusted by the National Geodetic Survey in February 1996..
 BY2727
 BY2727.The orthometric height was scaled from a topographic map.
 BY2727
 BY2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2727
 BY2727.The geoid height was determined by GEOID03.
 BY2727
 BY2727;                    North         East     Units Scale Factor Converg.
 BY2727;SPC TX C     - 3,265,167.481 1,170,091.053   MT  1.00002259   +2 33 43.7
 BY2727;SPC TX C     -10,712,470.31  3,838,873.73   sFT  1.00002259   +2 33 43.7
 BY2727;SPC TXNC     - 2,037,381.728   896,902.535   MT  1.00005129   +1 42 47.3
 BY2727;SPC TXNC     - 6,684,309.89  2,942,587.73   sFT  1.00005129   +1 42 47.3
 BY2727;UTM  15      - 3,538,845.378   277,076.082   MT  1.00021291   -1 14 57.3
 BY2727
 BY2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2727!SPC TX C     -   0.99997117  x   1.00002259  =   0.99999376
 BY2727!SPC TXNC     -   0.99997117  x   1.00005129  =   1.00002246
 BY2727!UTM  15      -   0.99997117  x   1.00021291  =   1.00018407
 BY2727
 BY2727:                Primary Azimuth Mark                     Grid Az
 BY2727:SPC TX C     -  MOUNT SELMAN DOW CHEM RAD MAST           030 44 28.2
 BY2727:SPC TXNC     -  MOUNT SELMAN DOW CHEM RAD MAST           031 35 24.6
 BY2727:UTM  15      -  MOUNT SELMAN DOW CHEM RAD MAST           034 33 09.2
 BY2727
 BY2727|---------------------------------------------------------------------|
 BY2727| PID    Reference Object                     Distance      Geod. Az  |
 BY2727|                                                           dddmmss.s |
 BY2727| CR1276 MOUNT SELMAN DOW CHEM RAD MAST      APPROX.12.4 KM 0331811.9 |
 BY2727| CR1278 LOVE LOOKOUT TOWER                  APPROX.10.4 KM 0450555.4 |
 BY2727| CR1277 SINCLAIR OIL RAD KKJ 364 MAST       APPROX. 9.3 KM 0602457.0 |
 BY2727| BY2731 JACKSONVILLE TV SERV INC MAST       APPROX. 5.9 KM 0624833.6 |
 BY2727| CV7885 LLOYD 2 AZ MK                                      0814306.1 |
 BY2727| CV7886 LLOYD 2 RM 3                         17.747 METERS 18935     |
 BY2727| CV7887 LLOYD 2 RM 4                         30.251 METERS 27611     |
 BY2727| CR1300 FRANKSTON MUNICIPAL TANK            APPROX.17.2 KM 3061537.6 |
 BY2727|---------------------------------------------------------------------|
 BY2727
 BY2727                          SUPERSEDED SURVEY CONTROL
 BY2727
 BY2727  NAD 83(1986)-  31 57 49.43105(N)    095 21 31.93589(W) AD(       ) 2
 BY2727  NAD 27      -  31 57 48.83170(N)    095 21 31.11370(W) AD(       ) 2
 BY2727
 BY2727.Superseded values are not recommended for survey control.
 BY2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2727.See file dsdata.txt to determine how the superseded data were derived.
 BY2727
 BY2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR7707638845(NAD 83)
 BY2727_MARKER: DS = TRIANGULATION STATION DISK
 BY2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2727
 BY2727  HISTORY     - Date     Condition        Report By
 BY2727  HISTORY     - 1958     MONUMENTED       CGS
 BY2727  HISTORY     - 1959     GOOD             CGS
 BY2727  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY2727
 BY2727                          STATION DESCRIPTION
 BY2727
 BY2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2727'THE STATION IS LOCATED ABOUT 6 MILES WEST OF JACKSONVILLE, 98
 BY2727'FEET WEST OF A LARGE PINE TREE, 31 FEET NORTH OF THE CENTER
 BY2727'OF A OILED ROAD AND 13 FEET SOUTH OF A WITNESS POST AND A WIRE
 BY2727'FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 BY2727'AND IS STAMPED LLOYD 2 1958.
 BY2727'
 BY2727'REFERENCE MARK NO. 3 IS 25 FEET SOUTH OF THE CENTER OF A OILED
 BY2727'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 2
 BY2727'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED LLOYD 2
 BY2727'NO 3 1958.
 BY2727'
 BY2727'REFERENCE MARK NO. 4 IS 45 FEET NORTH OF THE CENTER OF A OILED
 BY2727'ROAD, 13 FEET EAST OF A TRACK ROAD AND 1 FOOT SOUTHEAST OF A
 BY2727'FENCE CORNER BRACE.  THE MARK PROJECTS 5 INCHES ABOVE THE
 BY2727'SURFACE OF THE GROUND AND IS STAMPED LLOYD 2 NO 4 1958.
 BY2727'
 BY2727'AZIMUTH MARK IS 27 FEET NORTH OF THE CENTER OF A OILED ROAD,
 BY2727'4 FEET WEST OF A WITNESS POST AND SET IN A FENCE LINE.  THE
 BY2727'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 BY2727'STAMPED LLOYD 2 1958.
 BY2727'
 BY2727'TO REACH THE STATION FROM THE UNDERPASS ON U.S. HIGHWAY NO. 79
 BY2727'IN THE WEST PART OF JACKSONVILLE, GO WESTERLY ON U.S. HIGHWAY
 BY2727'NO. 79 FOR 2.3 MILES TO A OILED ROAD ON THE RIGHT, TURN RIGHT AND
 BY2727'CROSS RAILROAD TRACK AND GO WEST FOR 2.6 MILES TO THE AZIMUTH
 BY2727'MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON OILED ROAD
 BY2727'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 BY2727'
 BY2727'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 BY2727
 BY2727                          STATION RECOVERY (1959)
 BY2727
 BY2727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 BY2727'THIS STATION, THE AZIMUTH MARK AND 2 REFERENCE MARKS WERE
 BY2727'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS
 BY2727'IN THE AREA OF NEW HIGHWAY CONSTRUCTION AND WAS REMOVED.  THE
 BY2727'MARK WAS NOT VISIBLE FROM THE STATION DUE TO A LARGE PINE
 BY2727'TREE AND OTHER TREES IN THE FENCE ROW AND A NEW MARK WAS NOT
 BY2727'SET.
 BY2727
 BY2727                          STATION RECOVERY (2004)
 BY2727
 BY2727'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0952 ***********************************************************************
 CU0952  DESIGNATION -  LLOYD RESET
 CU0952  PID         -  CU0952
 CU0952  STATE/COUNTY-  TX/NOLAN
 CU0952  USGS QUAD   -  LAKE TRAMMELL (1969)
 CU0952
 CU0952                         *CURRENT SURVEY CONTROL
 CU0952  ___________________________________________________________________
 CU0952* NAD 83(1993)-  32 19 52.70131(N)    100 29 34.24794(W)     ADJUSTED  
 CU0952* NAVD 88     -       792.9    (meters)    2601.     (feet)  VERTCON   
 CU0952  ___________________________________________________________________
 CU0952  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CU0952  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CU0952
 CU0952  HORZ ORDER  -  FIRST
 CU0952
 CU0952.The horizontal coordinates were established by classical geodetic methods
 CU0952.and adjusted by the National Geodetic Survey in February 1996..
 CU0952
 CU0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0952
 CU0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0952
 CU0952.The geoid height was determined by GEOID03.
 CU0952
 CU0952;                    North         East     Units Scale Factor Converg.
 CU0952;SPC TXNC     - 2,075,482.575   412,390.369   MT  0.99995105   -1 05 12.8
 CU0952;SPC TXNC     - 6,809,312.41  1,352,984.07   sFT  0.99995105   -1 05 12.8
 CU0952;UTM  14      - 3,578,138.493   359,495.189   MT  0.99984345   -0 47 54.7
 CU0952
 CU0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0952!SPC TXNC     -   0.99987968  x   0.99995105  =   0.99983073
 CU0952!UTM  14      -   0.99987968  x   0.99984345  =   0.99972315
 CU0952
 CU0952:                Primary Azimuth Mark                     Grid Az
 CU0952:SPC TXNC     -  SWEETWATER MUNICIPAL APT BCN             011 43 24.1
 CU0952:UTM  14      -  SWEETWATER MUNICIPAL APT BCN             011 26 06.0
 CU0952
 CU0952|---------------------------------------------------------------------|
 CU0952| PID    Reference Object                     Distance      Geod. Az  |
 CU0952|                                                           dddmmss.s |
 CU0952| CU0955 SWEETWATER MUNICIPAL APT BCN        APPROX.14.3 KM 0103811.3 |
 CU0952| CX8539 LLOYD RM 1                           32.880 METERS 09640     |
 CU0952| CX8538 LLOYD RM                             13.358 METERS 17616     |
 CU0952| CX8540 LLOYD RM 2                           31.420 METERS 18222     |
 CU0952| CX8537 LLOYD AZ MK                                        2760044.4 |
 CU0952| CU0973 LORAINE SCHOOLHOUSE CUPOLA          APPROX.22.2 KM 2910502.3 |
 CU0952| CU0964 ROSCOE SCHOOLHOUSE CUPOLA           APPROX.12.7 KM 3390306.0 |
 CU0952| CU0963 ROSCOE COTTON GIN STACK             APPROX.13.6 KM 3423918.8 |
 CU0952|---------------------------------------------------------------------|
 CU0952
 CU0952                          SUPERSEDED SURVEY CONTROL
 CU0952
 CU0952  NAD 83(1986)-  32 19 52.70599(N)    100 29 34.23745(W) AD(       ) 1
 CU0952  NAD 27      -  32 19 52.26200(N)    100 29 32.86200(W) AD(       ) 1
 CU0952  NGVD 29 (07/19/86)  792.6    (m)         2600.     (f) VERT ANG       
 CU0952
 CU0952.Superseded values are not recommended for survey control.
 CU0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0952.See file dsdata.txt to determine how the superseded data were derived.
 CU0952
 CU0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5949578138(NAD 83)
 CU0952_MARKER: N = NAIL
 CU0952_SETTING: 0 = UNSPECIFIED SETTING
 CU0952
 CU0952  HISTORY     - Date     Condition        Report By
 CU0952  HISTORY     - 1909     MONUMENTED       CGS
 CU0952  HISTORY     - 1935     GOOD             CGS
 CU0952  HISTORY     - 1938     GOOD             TXHD
 CU0952  HISTORY     - 1958     GOOD             CGS
 CU0952  HISTORY     - 1968     GOOD             CGS
 CU0952
 CU0952                          STATION DESCRIPTION
 CU0952
 CU0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CU0952'STATION IS 9 MILES BY ROAD, OR 8-1/4 MILES DIRECT, SSE FROM
 CU0952'ROSCOE, A TOWN ON THE TEXAS AND PACIFIC RAILWAY AND 3/4 OF
 CU0952'A MILE E OF THE ROSCOE-DECKERS PUBLIC ROAD.  IT IS NEAR THE
 CU0952'N END OF A HIGH FLAT-TOP RIDGE IN A PASTURE OWNED BY CHARLES
 CU0952'LLOYD, WHOSE HOUSE IS ABOUT 1/2 MILE W OF THE STATION.  SURFACE
 CU0952'MARK IS LARGE NAIL IN IRON PIPE SET IN CONCRETE.  UNDERGROUND
 CU0952'MARK IS SIMILAR TO SURFACE MARK.  REFERENCE MARK IS OF SAME
 CU0952'GENERAL TYPE AS STATION MARKS, AND IS 13.375 METERS (43.88
 CU0952'FEET) FROM THE STATION.  OTHER
 CU0952'DISTANCES AND BEARINGS ARE AS FOLLOWS--HELENS WINDMILL,
 CU0952'ABOUT 1/2 MILE,  S 71 DEG 22 MIN W.  J.W. WATTS WINDMILL, ABOUT
 CU0952'1/4 MILE,  N 80 DEG 18 MIN W.  ROSCOE, SCHOOLHOUSE CUPOLA, ABOUT 8
 CU0952'MILES, N 20 DEG 57 MIN W.
 CU0952
 CU0952                          STATION RECOVERY (1935)
 CU0952
 CU0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0952'STATION WAS RECOVERED WITH THE MARKS IN GOOD CONDITION.  IT IS
 CU0952'8 MILES SSE OF ROSCOE.  11 MILES SSW OF SWEETWATER.  AND 3/4
 CU0952'MILE E OF THE ROSCOE-MARYNEAL ROAD.  AT THE N END OF A PROMINENT
 CU0952'RIDGE.  ON THE HIGHEST GROUND IN THE VICINITY.  1/4 MILE E OF L.M.
 CU0952'SIMS WINDMILL.  THE NAIL IN THE SURFACE STATION MARK WAS REPLACED
 CU0952'WITH A STANDARD BRONZE DISK.  MARK PROJECTS 4 INCHES ABOVE
 CU0952'GROUND.
 CU0952'
 CU0952'AN AZIMUTH MARK WAS ESTABLISHED W OF STATION.  IT PROJECTS
 CU0952'6 INCHES ABOVE.  REACHED FROM L.M. SIMS HOUSE (1/4 MILE W OF
 CU0952'STATION) BY GOING W ON LANE FOR 0.2 MILE TO MARK ON RIGHT.
 CU0952'18 FEET N OF CENTER LINE OF LANE.
 CU0952'
 CU0952'REFERENCE MARK (1909) WAS FOUND IN GOOD CONDITION.  IT IS
 CU0952'FLUSH WITH GROUND.  TWO NEW REFERENCE MARKS, STANDARD BRONZE
 CU0952'DISKS SET IN CONCRETE WERE ESTABLISHED.
 CU0952'
 CU0952'REFERENCE MARK NO. 1 IS E OF STATION.  IT PROJECTS 6 INCHES
 CU0952'ABOVE GROUND.
 CU0952'
 CU0952'REFERENCE MARK NO. 2 IS S OF STATION.  MARK PROJECTS 6 INCHES
 CU0952'ABOVE GROUND.
 CU0952'
 CU0952'TO REACH STATION GO S ON MARYNEAL ROAD (JUST E OF WATER TANK)
 CU0952'FOR 8.2 MILES TO GATE ON LEFT WITH SIGN L.M. SIMS.  GO THRU
 CU0952'GATE AND FOLLOW LAND E FOR 0.55 MILE TO GATE JUST W OF SIMS
 CU0952'HOUSE.  DO NOT PASS THRU GATE BUT TURN RIGHT AND GO S ALONG
 CU0952'FENCE FOR 0.45 MILE.  TURN LEFT AND GO E ALONG FENCE TO TOP
 CU0952'OF RIDGE.  TURN LEFT AND GO ALONG TOP OF RIDGE TO N END AND
 CU0952'STATION.
 CU0952
 CU0952                          STATION RECOVERY (1938)
 CU0952
 CU0952'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0952'DESCRIPTION GIVEN TO REACH STATION IS SATISFACTORY.  STATION
 CU0952'AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO ATTEMPT
 CU0952'MADE TO RECOVER THE AZIMUTH MARK.
 CU0952
 CU0952                          STATION RECOVERY (1958)
 CU0952
 CU0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0952'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0952'CONDITION.  THE STATION IS ON LAND OWNED BY MR. L.M. SIMS
 CU0952'WHO LIVES ABOUT 1/4 MILE WEST OF THE STATION.  IT WOULD BE
 CU0952'ADVISABLE TO OBTAIN PERMISSION FROM MR. SIMS BEFORE DRIVING
 CU0952'TO THE STATION.
 CU0952'
 CU0952'TO REACH FROM ROSCOE, FROM THE JUNCTION OF U.S. HIGHWAYS
 CU0952'80 AND 84 AND FARM ROAD 608, GO SOUTH ON FARM ROAD 608 FOR
 CU0952'7.65 MILES TO CROSSROADS JUST AFTER PASSING THE HIGHLAND SCHOOL
 CU0952'ON THE LEFT, CONTINUE SOUTH FOR 0.15 MILE TO A DRIVEWAY
 CU0952'ON THE LEFT, TURN LEFT FOR 0.35 MILE TO THE AZIMUTH MARK
 CU0952'ON THE LEFT, CONTINUE EAST FOR 0.2 MILE TO MR. SIMS HOUSE,
 CU0952'TURN RIGHT AND GO SOUTH ALONG FENCE FOR 0.45 MILE, TURN LEFT
 CU0952'AND GO EAST TO TOP OF RIDGE THEN TURN LEFT AND GO NORTH
 CU0952'ALONG RIDGE TO STATION NEAR NORTH END OF THE RIDGE.
 CU0952
 CU0952                          STATION RECOVERY (1968)
 CU0952
 CU0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0952'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 CU0952'FOUND IN GOOD CONDITION.  THE 1958 TO REACH IS ADEQUATE.  A SHORTER
 CU0952'DISTANCE TO THE REFERENCE MARKS WAS NOTED.
 CU0952'
 CU0952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/4 MILES
 CU0952'SOUTH-SOUTHEAST OF ROSCOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0479 ***********************************************************************
 BY0479  DESIGNATION -  LM
 BY0479  PID         -  BY0479
 BY0479  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0479  USGS QUAD   -  BROADDUS (1984)
 BY0479
 BY0479                         *CURRENT SURVEY CONTROL
 BY0479  ___________________________________________________________________
 BY0479* NAD 83(1986)-  31 18 30.     (N)    094 17 42.     (W)     SCALED    
 BY0479* NAVD 88     -        97.65   (+/-2cm)     320.4    (feet)  VERTCON   
 BY0479  ___________________________________________________________________
 BY0479  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0479
 BY0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0479
 BY0479.The horizontal coordinates were scaled from a topographic map and have
 BY0479.an estimated accuracy of +/- 6 seconds.
 BY0479
 BY0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0479.The vertical order pertains to the NGVD 29 superseded value.
 BY0479
 BY0479.The geoid height was determined by GEOID03.
 BY0479
 BY0479;                    North         East    Units  Estimated Accuracy
 BY0479;SPC TX C     - 3,197,580.    1,274,480.      MT  (+/- 180 meters Scaled)
 BY0479
 BY0479                          SUPERSEDED SURVEY CONTROL
 BY0479
 BY0479  NGVD 29 (??/??/92)   97.680  (m)          320.47   (f) ADJ UNCH    2 0
 BY0479
 BY0479.Superseded values are not recommended for survey control.
 BY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0479.See file dsdata.txt to determine how the superseded data were derived.
 BY0479
 BY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ767644(NAD 83)
 BY0479_MARKER: DD = SURVEY DISK
 BY0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0479_STAMPING: L M
 BY0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0479+STABILITY: SURFACE MOTION
 BY0479
 BY0479  HISTORY     - Date     Condition        Report By
 BY0479  HISTORY     - UNK      MONUMENTED       DOD
 BY0479  HISTORY     - 1949     GOOD             NGS
 BY0479
 BY0479                          STATION DESCRIPTION
 BY0479
 BY0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0479'1.7 MI W FROM BROADDUS.
 BY0479'1.2 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0479'BROADDUS, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, 26.0 FEET NORTHWEST
 BY0479'OF THE CENTER LINE OF THE ROAD, 53.0 FEET WEST OF A 18-INCH OAK WITH A
 BY0479'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 30.0 FEET EAST OF
 BY0479'A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE
 BY0479'TREE, 1.4 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0479'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0480 ***********************************************************************
 BY0480  DESIGNATION -  LN
 BY0480  PID         -  BY0480
 BY0480  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0480  USGS QUAD   -  BROADDUS (1984)
 BY0480
 BY0480                         *CURRENT SURVEY CONTROL
 BY0480  ___________________________________________________________________
 BY0480* NAD 83(1986)-  31 18 25.     (N)    094 17 30.     (W)     SCALED    
 BY0480* NAVD 88     -       104.45   (+/-2cm)     342.7    (feet)  VERTCON   
 BY0480  ___________________________________________________________________
 BY0480  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0480
 BY0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0480
 BY0480.The horizontal coordinates were scaled from a topographic map and have
 BY0480.an estimated accuracy of +/- 6 seconds.
 BY0480
 BY0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0480.The vertical order pertains to the NGVD 29 superseded value.
 BY0480
 BY0480.The geoid height was determined by GEOID03.
 BY0480
 BY0480;                    North         East    Units  Estimated Accuracy
 BY0480;SPC TX C     - 3,197,450.    1,274,810.      MT  (+/- 180 meters Scaled)
 BY0480
 BY0480                          SUPERSEDED SURVEY CONTROL
 BY0480
 BY0480  NGVD 29 (??/??/92)  104.479  (m)          342.78   (f) ADJ UNCH    2 0
 BY0480
 BY0480.Superseded values are not recommended for survey control.
 BY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0480.See file dsdata.txt to determine how the superseded data were derived.
 BY0480
 BY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ770643(NAD 83)
 BY0480_MARKER: DB = BENCH MARK DISK
 BY0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0480_STAMPING: L N
 BY0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0480+STABILITY: SURFACE MOTION
 BY0480
 BY0480  HISTORY     - Date     Condition        Report By
 BY0480  HISTORY     - UNK      MONUMENTED       DOD
 BY0480  HISTORY     - 1949     GOOD             NGS
 BY0480
 BY0480                          STATION DESCRIPTION
 BY0480
 BY0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0480'1.5 MI W FROM BROADDUS.
 BY0480'1.2 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0480'BROADDUS, THENCE 0.3 MILES WEST ALONG A DIRT ROAD, 400.0 FEET NORTH OF
 BY0480'THE JACKSON HILL FIRE TOWER, 38.0 FEET NORTHEAST OF THE CENTER LINE OF
 BY0480'THE ROAD, 28.0 FEET SOUTHEAST OF A 16-INCH OAK WITH A TRIANGULAR BLAZE
 BY0480'ON THE SOUTHWEST SIDE OF THE TREE, 1.0 FOOT NORTH OF A REFERENCE POST,
 BY0480'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 BY0480'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0939 ***********************************************************************
 CD0939  DESIGNATION -  LOAF
 CD0939  PID         -  CD0939
 CD0939  STATE/COUNTY-  TX/CULBERSON
 CD0939  USGS QUAD   -  IRON MOUNTAIN (1970)
 CD0939
 CD0939                         *CURRENT SURVEY CONTROL
 CD0939  ___________________________________________________________________
 CD0939* NAD 83(1993)-  31 11 24.40572(N)    104 14 45.00691(W)     ADJUSTED  
 CD0939* NAVD 88     -      1200.     (meters)    3937.     (feet)  SCALED    
 CD0939  ___________________________________________________________________
 CD0939  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CD0939  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0939
 CD0939  HORZ ORDER  -  FIRST
 CD0939
 CD0939.The horizontal coordinates were established by classical geodetic methods
 CD0939.and adjusted by the National Geodetic Survey in February 1996..
 CD0939
 CD0939.The orthometric height was scaled from a topographic map.
 CD0939
 CD0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0939
 CD0939.The geoid height was determined by GEOID03.
 CD0939
 CD0939;                    North         East     Units Scale Factor Converg.
 CD0939;SPC TX C     - 3,175,438.727   327,201.704   MT  0.99988714   -2 00 54.6
 CD0939;SPC TX C     -10,418,085.22  1,073,494.26   sFT  0.99988714   -2 00 54.6
 CD0939;UTM  13      - 3,450,916.421   571,854.876   MT  0.99966368   +0 23 26.1
 CD0939
 CD0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0939!SPC TX C     -   0.99981508  x   0.99988714  =   0.99970224
 CD0939!UTM  13      -   0.99981508  x   0.99966368  =   0.99947882
 CD0939
 CD0939|---------------------------------------------------------------------|
 CD0939| PID    Reference Object                     Distance      Geod. Az  |
 CD0939|                                                           dddmmss.s |
 CD0939| CH8889 LOAF RM 1                            11.470 METERS 01137     |
 CD0939| CH8890 LOAF RM 2                             7.609 METERS 12432     |
 CD0939| CH8888 LOAF AZ MK                                         1644204.4 |
 CD0939|---------------------------------------------------------------------|
 CD0939
 CD0939                          SUPERSEDED SURVEY CONTROL
 CD0939
 CD0939  NAD 83(1986)-  31 11 24.40670(N)    104 14 45.00411(W) AD(       ) 1
 CD0939  NAD 27      -  31 11 23.92200(N)    104 14 43.29400(W) AD(       ) 1
 CD0939
 CD0939.Superseded values are not recommended for survey control.
 CD0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0939.See file dsdata.txt to determine how the superseded data were derived.
 CD0939
 CD0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ7185550916(NAD 83)
 CD0939_MARKER: DS = TRIANGULATION STATION DISK
 CD0939_SETTING: 66 = SET IN ROCK OUTCROP
 CD0939
 CD0939  HISTORY     - Date     Condition        Report By
 CD0939  HISTORY     - 1943     MONUMENTED       CGS
 CD0939  HISTORY     - 1969     GOOD             LOCENG
 CD0939  HISTORY     - 1970     GOOD             USGS
 CD0939
 CD0939                          STATION DESCRIPTION
 CD0939
 CD0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0939'STATION IS LOCATED ABOUT 10.0 MILES BY ROAD, 8.0 MILES
 CD0939'(AIRLINE) N OF KENT, ON TOP OF A SMALL ROUND BUTTE, ON W SIDE
 CD0939'OF ROAD LEADING TO RACHAL RANCH.
 CD0939'
 CD0939'STATION IS AT THE CENTER OF TOP OF A CONE-SHAPED BUTTE.  A
 CD0939'BRONZE STATION DISK SET IN ROCK OUTCROP.  STAMPED LOAF 1943.
 CD0939'
 CD0939'REFERENCE MARK 1, A BRONZE REFERENCE DISK SET IN ROCK OUTCROP.
 CD0939'STAMPED LOAF NO 1 1943.
 CD0939'
 CD0939'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN ROCK OUTCROP.
 CD0939'STAMPED LOAF NO 2 1943.
 CD0939'
 CD0939'AZIMUTH MARK IS 0.35 MILE SSW OF THE STATION, ABOUT 150 YARDS
 CD0939'E OF THE ROAD, AT THE TOP OF A SMALL KNOLL.  A BRONZE AZIMUTH
 CD0939'DISK SET IN ROCK OUTCROP.  STAMPED LOAF 1943.
 CD0939'
 CD0939'TO REACH FROM THE RAILROAD DEPOT IN KENT, GO N ON BLADED
 CD0939'ROAD FOR 4.9 MILES TO A FORK, KEEP STRAIGHT AHEAD ON LEFT
 CD0939'FORK FOR 4.0 MILES TO ANOTHER FORK, THENCE RIGHT FORK FOR
 CD0939'1.0 MILE TO A SMALL ROUND BUTTE ON LEFT, FROM HERE PACK UP
 CD0939'HILL, W, FOR ABOUT 200 YARDS TO THE STATION.
 CD0939'
 CD0939'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CD0939
 CD0939                          STATION RECOVERY (1969)
 CD0939
 CD0939'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 CD0939'RECOVERED BY--BUCE AND ASSOC
 CD0939'
 CD0939'LOAF-GOOD
 CD0939'
 CD0939'REF 1-GOOD
 CD0939'
 CD0939'REF 2-GOOD
 CD0939'
 CD0939'AZ-GOOD
 CD0939
 CD0939                          STATION RECOVERY (1970)
 CD0939
 CD0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JTD)
 CD0939'NEW ROUTE DESCRIPTION.
 CD0939'
 CD0939'TO REACH THE STATION FROM THE POST OFFICE IN KENT, TEXAS,
 CD0939'GO NORTH ON RANCH ROAD NO. 2424 FOR 9.0 MILES TO SIDE ROAD
 CD0939'RIGHT.  THEN RIGHT ON BLADED SIDE ROAD FOR 0.65 MILE TO ROAD
 CD0939'AT SUMMIT OF RIDGE.  FROM HERE WITH A 4WD VEHICLE DRIVE SW
 CD0939'UP STEEP HILL FOR 0.1 MILE TO TOP OF HILL AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1439 ***********************************************************************
 AH1439  DESIGNATION -  LOBO
 AH1439  PID         -  AH1439
 AH1439  STATE/COUNTY-  TX/KLEBERG
 AH1439  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1439
 AH1439                         *CURRENT SURVEY CONTROL
 AH1439  ___________________________________________________________________
 AH1439* NAD 83(1993)-  27 28 51.04689(N)    097 21 26.08493(W)     ADJUSTED  
 AH1439* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1439  ___________________________________________________________________
 AH1439  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1439  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH1439
 AH1439  HORZ ORDER  -  SECOND
 AH1439
 AH1439.The horizontal coordinates were established by classical geodetic methods
 AH1439.and adjusted by the National Geodetic Survey in February 1996..
 AH1439
 AH1439.The orthometric height was scaled from a topographic map.
 AH1439
 AH1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1439
 AH1439.The geoid height was determined by GEOID03.
 AH1439
 AH1439;                    North         East     Units Scale Factor Converg.
 AH1439;SPC TX S     - 5,201,509.515   412,928.044   MT  0.99992972   +0 31 07.7
 AH1439;SPC TX S     -17,065,285.80  1,354,748.09   sFT  0.99992972   +0 31 07.7
 AH1439;UTM  14      - 3,040,769.073   662,300.061   MT  0.99992516   +0 45 29.6
 AH1439
 AH1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1439!SPC TX S     -   1.00000356  x   0.99992972  =   0.99993328
 AH1439!UTM  14      -   1.00000356  x   0.99992516  =   0.99992872
 AH1439
 AH1439:                Primary Azimuth Mark                     Grid Az
 AH1439:SPC TX S     -  HACHA WINDMILL                           001 21 23.8
 AH1439:UTM  14      -  HACHA WINDMILL                           001 07 01.9
 AH1439
 AH1439|---------------------------------------------------------------------|
 AH1439| PID    Reference Object                     Distance      Geod. Az  |
 AH1439|                                                           dddmmss.s |
 AH1439| AH1288 HACHA WINDMILL                      APPROX. 7.1 KM 0015231.5 |
 AH1439| CV2599 LOBO RM 2                            16.360 METERS 00154     |
 AH1439| AH1282 YERBA ANIS WINDMILL                 APPROX. 4.0 KM 0143233.2 |
 AH1439| AH0451 K 633                                              04928     |
 AH1439| AH1430 NO 79 USE 1939                       56.648 METERS 05138     |
 AH1439| CV2597 LOBO AZ MK                                         1194213.9 |
 AH1439| CV2598 LOBO RM 1                            17.121 METERS 12720     |
 AH1439| AH1429 LOBO WINDMILL                       207.123 METERS 14825     |
 AH1439| AH1481 CALIXTRO WINDMILL                   APPROX. 4.6 KM 2321449.3 |
 AH1439| AH1477 MATEO WINDMILL                      APPROX. 2.2 KM 2940152.3 |
 AH1439| AH1290 TORO WINDMILL                       APPROX. 3.2 KM 3502036.3 |
 AH1439|---------------------------------------------------------------------|
 AH1439
 AH1439                          SUPERSEDED SURVEY CONTROL
 AH1439
 AH1439  NAD 83(1986)-  27 28 51.05905(N)    097 21 26.06094(W) AD(       ) 2
 AH1439  NAD 27      -  27 28 49.91500(N)    097 21 25.09200(W) AD(       ) 2
 AH1439
 AH1439.Superseded values are not recommended for survey control.
 AH1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1439.See file dsdata.txt to determine how the superseded data were derived.
 AH1439
 AH1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6230040769(NAD 83)
 AH1439_MARKER: DS = TRIANGULATION STATION DISK
 AH1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1439_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1439
 AH1439  HISTORY     - Date     Condition        Report By
 AH1439  HISTORY     - 1939     MONUMENTED       CGS
 AH1439  HISTORY     - 1949     GOOD             CGS
 AH1439  HISTORY     - 1949     GOOD             CGS
 AH1439  HISTORY     - 1968     GOOD             CGS
 AH1439  HISTORY     - 1969     GOOD             CGS
 AH1439
 AH1439                          STATION DESCRIPTION
 AH1439
 AH1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1439'STATION IS LOCATED ABOUT 22 MILES S OF CORPUS CHRISTI AND
 AH1439'ABOUT 12 MILES N OF POINT-OF-ROCKS ON BAFFIN BAY, AND ABOUT
 AH1439'10 MILES ESE OF LAURELES RANCH HOUSE ON THE LAURELES SECTION
 AH1439'OF THE KING RANCH.  IT IS ABOUT 5 MILES S OF AN OIL COMPANY
 AH1439'DOCK, 0.4 MILE W OF THE SHORE OF LAGUNA MADRE AND ABOUT 680
 AH1439'FEET NNW OF LOBO WINDMILL AND WATERING TANK, ON A LOW
 AH1439'MESQUITE-COVERED KNOLL 10 FEET E OF THE E SIDE OF BRUSH.
 AH1439'
 AH1439'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AH1439'BRONZE DISKS SET IN CONCRETE.
 AH1439'
 AH1439'AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION NEAR THE
 AH1439'SHORE LINE OF LAGUNA MADRE.
 AH1439'
 AH1439'STATION MAY BE REACHED BY TRUCK BY FOLLOWING TRAIL ROAD ALONG
 AH1439'W SHORE OF LAGUNA MADRE, PROVIDED PERMISSION IS OBTAINED
 AH1439'FROM KING RANCH OFFICIALS.
 AH1439'
 AH1439'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1439
 AH1439                          STATION RECOVERY (1949)
 AH1439
 AH1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1439'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 AH1439'AZIMUTH MARK, AND U.S.E. MARK NO. 79 WERE RECOVERED AND
 AH1439'FOUND TO BE IN GOOD CONDITION.
 AH1439'
 AH1439'THE DIRECTIONS TO REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 AH1439'AZIMUTH MARK, AND U.S.E. MARK NO. 79 WERE FOUND TO BE IN
 AH1439'ERROR.
 AH1439'
 AH1439'A COMPLETE DESCRIPTION FOLLOWS--
 AH1439'
 AH1439'THE STATION IS LOCATED ABOUT 22 MILES SOUTH OF CORPUS CHRISTI,
 AH1439'12 MILES NORTH OF POINT-OF-ROCKS, ON BAFFIN BAY, 10.5 MILES
 AH1439'SOUTH OF THE NORTH GATE TO THE KING RANCH, 0.45 MILE WEST
 AH1439'OF THE SHORE OF LAGUNA MADRE, 680 FEET NORTHWEST OF LOBO
 AH1439'WINDMILL, AND 7 FEET EAST OF A WITNESS POST.  IT PROJECTS
 AH1439'10 INCHES AND IS STAMPED, LOBO 1939.
 AH1439'
 AH1439'REFERENCE MARK NO. 1 IS ABOUT 2 FEET BELOW THE ELEVATION
 AH1439'OF THE STATION.  IT PROJECTS 6 INCHES AND IS STAMPED, LOBO
 AH1439'NO 1 1939.
 AH1439'
 AH1439'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 AH1439'STATION.  IT PROJECTS 7 INCHES AND IS STAMPED, LOBO NO 2
 AH1439'1939.
 AH1439'
 AH1439'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 AH1439'OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AH1439'THE ARROW ON THE DISK IS POINTING NORTHEAST, TOWARD LAGUNA
 AH1439'MADRE INSTEAD OF TOWARD THE STATION.  IT IS ABOUT 0.25 MILE
 AH1439'EAST OF LOBO WINDMILL, 150 FEET NORTHWEST OF A SMALL WOODEN
 AH1439'DOCK, AND 140 FEET WEST OF THE SHORE.  THERE IS NO STAMPING
 AH1439'ON THE DISK.
 AH1439'
 AH1439'U.S.E. 79 IS A U.S.E. DISK SET IN THE TOP OF AN IRREGULAR
 AH1439'MASS OF CONCRETE THAT PROJECTS ABOUT 4 INCHES.  IT IS ABOUT
 AH1439'2.5 FEET BELOW THE ELEVATION OF THE STATION AND IS STAMPED
 AH1439'79.
 AH1439'
 AH1439'BENCH MARK K 633 IS A U.S.C. AND G.S. BENCH MARK DISK SET
 AH1439'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
 AH1439'9 INCHES.  IT IS 27 FEET EAST OF THE CENTER OF A TRACK ROAD
 AH1439'AND 0.8 FOOT WEST OF A WITNESS POST.  IT IS STAMPED, K 633 1942.
 AH1439'
 AH1439'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AH1439'NO. 44 AND STATE HIGHWAY NO. 286 IN THE WESTERN EDGE OF CORPUS
 AH1439'CHRISTI, GO SOUTH ON NO. 286 FOR 3.6 MILES TO ITS JUNCTION
 AH1439'WITH STATE HIGHWAY NO. 358, TURN LEFT ON NO. 358 AND GO
 AH1439'10.3 MILES TO A POINT WHERE THE HIGHWAY CURVES NORTH, TURN
 AH1439'SHARP RIGHT AND GO SOUTH ON BLACK TOP ROAD FOR 4.25 MILES
 AH1439'TO THE NORTH GATE TO THE KING RANCH, GUARD AT GATE, PASS
 AH1439'THROUGH GATE AND CONTINUE SOUTH FOR 3.2 MILES TO A FORK, TAKE
 AH1439'LEFT FORK AND GO 6.0 MILES TO A FORK, AT END OF TELEPHONE
 AH1439'LINE, TAKE LEFT FORK AND GO EAST FOR 0.25 MILE, TURN RIGHT
 AH1439'AND GO SOUTH ON TRACK ROAD FOR 1.3 MILES TO A WINDMILL ON
 AH1439'THE RIGHT, AND THE STATION ABOUT 680 FEET TO THE
 AH1439'NORTHWEST.
 AH1439'
 AH1439'A 74 FOOT SIGNAL AT SORDO 1939 IS VISIBLE AT 37 FEET.
 AH1439'
 AH1439'A 60 FOOT SIGNAL AT LARGA IS VISIBLE AT 37 FEET.
 AH1439'
 AH1439'A 74 FOOT SIGNAL AT CHAPMAN IS VISIBLE AT 37 FEET.
 AH1439'
 AH1439'A 74 FOOT SIGNAL AT HARDPAN 1912 IS VISIBLE AT 4 FEET.
 AH1439
 AH1439                          STATION RECOVERY (1949)
 AH1439
 AH1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1439'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARKS WERE
 AH1439'RECOVERED IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS
 AH1439'1 AND 2 WERE MEASURED AND FOUND TO BE CORRECT.
 AH1439'
 AH1439'THE 1949 RECOVERY NOTE BY R.L. ENGDAHL IS COMPLETE AND ADEQUATE.
 AH1439
 AH1439                          STATION RECOVERY (1968)
 AH1439
 AH1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1439'STATION MARK, U.S.E. NO. 79, R.M. 1 AND R.M. 2 WERE RECOVERED
 AH1439'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 AH1439'NOT FOUND.
 AH1439'
 AH1439'THE 1949, RECOVERY NOTE, BY R.L.E., IS ADEQUATE EXCEPT FOR THE
 AH1439'FOLLOWING--
 AH1439'
 AH1439'1.  THE ROAD IS PAVED.
 AH1439'
 AH1439'2.  AFTER TAKE LEFT FORK AND GO 6.0 MILES TO A FORK DELETE
 AH1439'AT END OF TELEPHONE LINE AND INSERT--AT THE END OF AN ABONDONED
 AH1439'LANDING FIELD FOLLOW ROAD 1.0 MILE TO AN OPEN GRASSY FIELD
 AH1439'JUST NORTHERLY OF A WINDMILL, TURN RIGHT, OFF THE ROAD, AND
 AH1439'PROCEED 0.1 MILE THROUGH FIELD TO THE STATION.
 AH1439
 AH1439                          STATION RECOVERY (1969)
 AH1439
 AH1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1439'THE STATION MARK, REFERENCE MARKS 1 AND 2, USE 79, BENCH
 AH1439'MARK K 633 1942 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 AH1439'CONDITION.  THE ROAD ON THE EAST SIDE OF THE STATION HAS BEEN
 AH1439'MOVED CLOSER TO THE MARK AND IS NOW PAVED.  A NEW DESCRIPTION
 AH1439'TO REACH THE STATION AND A FEW ADDITIONAL NOTES FOR RECOVERY
 AH1439'OF THE MARKS FOLLOW--
 AH1439'
 AH1439'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70
 AH1439'AND 286 IN THE COMMUNITY OF CHAPMAN RANCH, GO EAST ON BLACK
 AH1439'TOP ROAD FOR 2.05 MILES TO THE WEST GATE ENTRANCE OF LAURELES
 AH1439'DIVISION OF THE KING RANCH (OBTAIN INFORMATION AT GATE FOR
 AH1439'PERMISSION TO ENTER RANCH).  PROCEED EASTERLY ON SURFACED
 AH1439'ROAD FOR 6.4 MILES TO A FORK, TAKE THE RIGHT FORK AND GO
 AH1439'SOUTHERLY ON PAVED ROAD 1.0 MILE TO SIDE ROAD LEFT LEADING
 AH1439'TO MAST AND TRIANGULATION STATION HARDPAN 1912.  CONTINUE
 AH1439'SOUTHERLY ON PAVED ROAD FOR 3.0 MILES TO USC AND GS BM X 610
 AH1439'ON THE RIGHT, 30 FEET WEST OF THE CENTER OF THE ROAD.
 AH1439'CONTINUE SOUTHERLY 2.95 MILES TO BM K 633 1942 ON THE LEFT,
 AH1439'290 FEET EAST-SOUTHEAST OF THE CENTER OF THE ROAD,
 AH1439'CONTINUE AHEAD SOUTHERLY, FOR 0.25 MILE TO THE STATION
 AH1439'ON THE RIGHT ABOUT 0.1 MILE WEST OF THE ROAD AND ABOUT
 AH1439'0.15 MILE MILE BEFORE REACHING THE LOBO WINDMILL AND
 AH1439'TANK.  TO REACH AZIMUTH MARK, GO EAST ON TRACK ROAD FROM
 AH1439'LOBO WINDMILL 0.3 MILE TO SHORE OF LAGUNA MADRE AT RUINS
 AH1439'OF OLD DOCK AND THE AZIMUTH MARK ON THE LEFT.
 AH1439'
 AH1439'BM K 633 1942 IS 290 FEET EAST-SOUTHEAST OF THE CENTER OF
 AH1439'THE PAVED ROAD, 97 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 AH1439'TRACK ROAD, 27 FEET EAST OF THE CENTER OF VERY DIM TRACK
 AH1439'ROAD AND 1 FOOT NORTH OF WITNESS POST WITH SIGN.
 AH1439'
 AH1439'THE AZIMUTH MARK IS 150 FEET NORTHWEST OF THE WEST END OF
 AH1439'THE RUINS OF AN OLD DOCK, 135 FEET NORTH OF THE CENTER OF
 AH1439'EAST-WEST TRACK ROAD, 18 FEET WEST OF THE CENTER OF TRACK
 AH1439'LEADING NORTH, 2 FEET SOUTH OF WOOD WITNESS POST WITH SIGN
 AH1439'AND 1 FOOT NORTH OF STEEL WITNESS POST WITH SIGN.  THE MARK
 AH1439'IS FLUSH WITH THE GROUND.
 AH1439'
 AH1439'THE LOCATION OF THE STATION AND REFERENCE MARKS IS AS DESCRIBED
 AH1439'IN 1949.
 AH1439'
 AH1439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES
 AH1439'SOUTH OF CORPUS CHRISTI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1402 ***********************************************************************
 AJ1402  DESIGNATION -  LOBO
 AJ1402  PID         -  AJ1402
 AJ1402  STATE/COUNTY-  TX/WEBB
 AJ1402  USGS QUAD   -  BLANCAS CREEK NORTH (1980)
 AJ1402
 AJ1402                         *CURRENT SURVEY CONTROL
 AJ1402  ___________________________________________________________________
 AJ1402* NAD 83(1993)-  27 29 11.66571(N)    099 16 11.65430(W)     ADJUSTED  
 AJ1402* NAVD 88     -       165.3    (meters)     542.     (feet)  VERTCON   
 AJ1402  ___________________________________________________________________
 AJ1402  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AJ1402  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AJ1402
 AJ1402  HORZ ORDER  -  FIRST
 AJ1402
 AJ1402.The horizontal coordinates were established by classical geodetic methods
 AJ1402.and adjusted by the National Geodetic Survey in February 1996..
 AJ1402
 AJ1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1402
 AJ1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1402
 AJ1402.The geoid height was determined by GEOID03.
 AJ1402
 AJ1402;                    North         East     Units Scale Factor Converg.
 AJ1402;SPC TX S     - 5,201,864.914   223,920.669   MT  0.99993056   -0 20 58.4
 AJ1402;SPC TX S     -17,066,451.81    734,646.39   sFT  0.99993056   -0 20 58.4
 AJ1402;UTM  14      - 3,040,358.622   473,337.588   MT  0.99960877   -0 07 28.5
 AJ1402
 AJ1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1402!SPC TX S     -   0.99997786  x   0.99993056  =   0.99990842
 AJ1402!UTM  14      -   0.99997786  x   0.99960877  =   0.99958664
 AJ1402
 AJ1402|---------------------------------------------------------------------|
 AJ1402| PID    Reference Object                     Distance      Geod. Az  |
 AJ1402|                                                           dddmmss.s |
 AJ1402| CV2600 LOBO RM 1                             7.632 METERS 05713     |
 AJ1402| CV2602 LOBO RM 3                                          0902810.3 |
 AJ1402| CV2601 LOBO RM 2                             8.354 METERS 29722     |
 AJ1402| AJ1371 LAREDO ATT MICROWAVE                APPROX.11.2 KM 3441648.5 |
 AJ1402|---------------------------------------------------------------------|
 AJ1402
 AJ1402                          SUPERSEDED SURVEY CONTROL
 AJ1402
 AJ1402  NAD 83(1986)-  27 29 11.66457(N)    099 16 11.62715(W) AD(       ) 1
 AJ1402  NAD 27      -  27 29 10.59798(N)    099 16 10.50552(W) AD(       ) 1
 AJ1402  NGVD 29 (07/19/86)  165.3    (m)          542.     (f) VERT ANG       
 AJ1402
 AJ1402.Superseded values are not recommended for survey control.
 AJ1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1402.See file dsdata.txt to determine how the superseded data were derived.
 AJ1402
 AJ1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR7333840359(NAD 83)
 AJ1402_MARKER: DS = TRIANGULATION STATION DISK
 AJ1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1402_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1402
 AJ1402  HISTORY     - Date     Condition        Report By
 AJ1402  HISTORY     - 1974     MONUMENTED       NGS
 AJ1402
 AJ1402                          STATION DESCRIPTION
 AJ1402
 AJ1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1402'THE STATION IS ABOUT 13 MILES EAST AND 1-1/2 MILES SOUTH OF LAREDO,
 AJ1402'12 MILES WEST OF OILTON AND 1.2 MILES WEST OF LOBO CREEK, ON THE
 AJ1402'NORTH RIGHT-OF-WAY OF STATE HIGHWAY 359.
 AJ1402'
 AJ1402'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AJ1402'HIGHWAY 359 AT THE SOUTHEAST EDGE OF LAREDO, GO WEST ON STATE
 AJ1402'HIGHWAY 359 FOR 12.45 MILES TO THE STATION ON THE LEFT.
 AJ1402'
 AJ1402'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON STATE HIGHWAY
 AJ1402'359 FOR 0.6 MILE TO A CONCRETE CULVERT AND THE MARK ON THE RIGHT.
 AJ1402'
 AJ1402'STATION MARKS ARE STANDARD DISKS, STAMPED LOBO 1974.  THE SURFACE
 AJ1402'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AJ1402'THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 54.0 FEET NORTH
 AJ1402'OF THE CENTER OF STATE HIGHWAY 359, 28.8 FEET SOUTHEAST OF A
 AJ1402'WITNESS POST NEAR REFERENCE MARK 2, 26.5 FEET SOUTHWEST OF A
 AJ1402'WITNESS POST NEAR REFERENCE MARK 1 AND 13.6 FEET SOUTH OF A
 AJ1402'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 AJ1402'OF CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 AJ1402'
 AJ1402'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOBO NO 1 1974, SET IN
 AJ1402'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1402'4 INCHES ABOVE THE GROUND.  IT IS 66.5 FEET NORTH OF THE CENTER OF
 AJ1402'STATE HIGHWAY 359, 1.7 FEET WEST OF THE WITNESS POST, 1.0 FOOT
 AJ1402'SOUTH OF THE FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AJ1402'
 AJ1402'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOBO NO 2 1974, SET
 AJ1402'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1402'4 INCHES ABOVE THE GROUND.  IT IS 66.5 FEET NORTH OF THE CENTER OF
 AJ1402'STATE HIGHWAY 359, 1.7 FEET EAST OF THE WITNESS POST, 1.0 FOOT
 AJ1402'SOUTH OF THE FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AJ1402'
 AJ1402'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LOBO NO 3 1974, CEMENTED
 AJ1402'IN A DRILL HOLE NEAR THE EAST END OF A HEADWALL FOR A CONCRETE
 AJ1402'CULVERT.  IT IS 22.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 359
 AJ1402'AND 1.5 FEET NORTHWEST OF A WITNESS POST.
 AJ1402'
 AJ1402'NEAREST TOWN--OILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1429 ***********************************************************************
 AH1429  DESIGNATION -  LOBO WINDMILL
 AH1429  PID         -  AH1429
 AH1429  STATE/COUNTY-  TX/KLEBERG
 AH1429  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1429
 AH1429                         *CURRENT SURVEY CONTROL
 AH1429  ___________________________________________________________________
 AH1429* NAD 83(1993)-  27 28 45.31439(N)    097 21 22.13391(W)     ADJUSTED  
 AH1429* NAVD 88     -                                                        
 AH1429  ___________________________________________________________________
 AH1429  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1429  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH1429
 AH1429  HORZ ORDER  -  THIRD
 AH1429
 AH1429.The horizontal coordinates were established by classical geodetic methods
 AH1429.and adjusted by the National Geodetic Survey in February 1996..
 AH1429
 AH1429
 AH1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1429
 AH1429.The geoid height was determined by GEOID03.
 AH1429
 AH1429;                    North         East     Units Scale Factor Converg.
 AH1429;SPC TX S     - 5,201,334.066   413,038.096   MT  0.99992949   +0 31 09.5
 AH1429;SPC TX S     -17,064,710.18  1,355,109.15   sFT  0.99992949   +0 31 09.5
 AH1429;UTM  14      - 3,040,594.086   662,410.845   MT  0.99992560   +0 45 31.3
 AH1429
 AH1429                          SUPERSEDED SURVEY CONTROL
 AH1429
 AH1429  NAD 83(1986)-  27 28 45.32690(N)    097 21 22.11018(W) AD(       ) 4
 AH1429  NAD 27      -  27 28 44.18100(N)    097 21 21.13800(W) AD(       ) 3
 AH1429
 AH1429.Superseded values are not recommended for survey control.
 AH1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1429.See file dsdata.txt to determine how the superseded data were derived.
 AH1429
 AH1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6241140594(NAD 83)
 AH1429_MARKER: 66 = WINDMILL
 AH1429
 AH1429  HISTORY     - Date     Condition        Report By
 AH1429  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1429
 AH1429                          STATION DESCRIPTION
 AH1429
 AH1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1429'ABOUT 15-1/2 MILES SOUTH OF THE U.S. NAVAL AIR STATION, ON
 AH1429'THE LAURELES DIVISION OF THE KING RANCH, ABOUT 1 MILE SOUTH
 AH1429'OF THE END OF THE BLACK TOP ROAD ON THE MAIN ROAD LEADING
 AH1429'SOUTH FROM THE NORTH GATE AND FORMER NAVY LANDING FIELD
 AH1429'NO. 42, ABOUT 1/4 MILE WEST OF LAGUNA MADRE, 300 FT. W. OF
 AH1429'MAIN ROAD FROM NORTH GATE OF KING RANCH TO MORTILLO CAMP,
 AH1429'17 FT. SW OF LARGE CIRCULAR CONCRETE WATER STORAGE TANK
 AH1429'AND 65 FT. W OF CIRCULAR CONCRETE WATER TANK FOR CATTLE.
 AH1429'
 AH1429'STATION LOBO, 1939 (SEE DESCRIPTION THEREOF) IS 207 METERS
 AH1429'NORTHWEST.
 AH1429'
 AH1429'THE NAME LOBO MEANS WOLF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0464 ***********************************************************************
 AM0464  DESIGNATION -  LOCATE 1934
 AM0464  PID         -  AM0464
 AM0464  STATE/COUNTY-  TX/BRAZORIA
 AM0464  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0464
 AM0464                         *CURRENT SURVEY CONTROL
 AM0464  ___________________________________________________________________
 AM0464* NAD 83(1993)-  28 49 30.78264(N)    095 30 09.08972(W)     ADJUSTED  
 AM0464* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AM0464  ___________________________________________________________________
 AM0464  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AM0464  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AM0464
 AM0464  HORZ ORDER  -  THIRD
 AM0464
 AM0464.The horizontal coordinates were established by classical geodetic methods
 AM0464.and adjusted by the National Geodetic Survey in February 1996..
 AM0464
 AM0464.The orthometric height was scaled from a topographic map.
 AM0464
 AM0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0464
 AM0464.The geoid height was determined by GEOID03.
 AM0464
 AM0464;                    North         East     Units Scale Factor Converg.
 AM0464;SPC TXSC     - 4,115,031.872   941,277.718   MT  0.99990253   +1 42 48.4
 AM0464;SPC TXSC     -13,500,733.73  3,088,175.31   sFT  0.99990253   +1 42 48.4
 AM0464;UTM  15      - 3,191,193.713   255,803.486   MT  1.00033596   -1 12 25.8
 AM0464
 AM0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0464!SPC TXSC     -   1.00000414  x   0.99990253  =   0.99990667
 AM0464!UTM  15      -   1.00000414  x   1.00033596  =   1.00034010
 AM0464
 AM0464                          SUPERSEDED SURVEY CONTROL
 AM0464
 AM0464  NAD 83(1986)-  28 49 30.79125(N)    095 30 09.06979(W) AD(       ) 3
 AM0464  NAD 27      -  28 49 29.88000(N)    095 30 08.25900(W) AD(       ) 3
 AM0464
 AM0464.Superseded values are not recommended for survey control.
 AM0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0464.See file dsdata.txt to determine how the superseded data were derived.
 AM0464
 AM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM5580391194(NAD 83)
 AM0464_MARKER: DS = TRIANGULATION STATION DISK
 AM0464_SETTING: 0 = UNSPECIFIED SETTING
 AM0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0464
 AM0464  HISTORY     - Date     Condition        Report By
 AM0464  HISTORY     - 1934     MONUMENTED       CGS
 AM0464  HISTORY     - 1937     MARK NOT FOUND   CGS
 AM0464  HISTORY     - 1947     MARK NOT FOUND   CGS
 AM0464  HISTORY     - 1951     SEE DESCRIPTION  LOCENG
 AM0464  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AM0464
 AM0464                          STATION DESCRIPTION
 AM0464
 AM0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0464'STATION IS LOCATED ABOUT 13 MILES WSW FROM FREEPORT, NEAR
 AM0464'THE GULF BEACH, 90 METERS NW FROM THE GULF BEACH HIGH-WATER
 AM0464'MARK, ABOUT 4 MILES SW FROM BRIDGE AT JUNCTION OF SAN BERNARD
 AM0464'RIVER AND INTRACOASTAL CANAL, ABOUT 1 MILE NE OF CEDAR CUT,
 AM0464'AND 0.6 MILE SSE OF S SHORE OF CEDAR LAKE.
 AM0464'
 AM0464'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AM0464'NO REFERENCE MARK WAS SET.
 AM0464'
 AM0464'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AM0464'STATION--WINDMILL (0.2 MILE), 20 DEG.  STACK AT BRYAN MOUND
 AM0464'(9.5 MILES), 38 DEG.
 AM0464'
 AM0464'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AM0464
 AM0464                          STATION RECOVERY (1937)
 AM0464
 AM0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AM0464'THIS STATION WAS LOST, PROBABLY WASHED AWAY IN 1934 STORM,
 AM0464'THE CONCRETE BLOCK WAS FOUND AT ABOUT THE HIGH-WATER LINE.
 AM0464'SOME TIME WAS SPENT IN TRYING TO DIG FOR SUBSURFACE MARK BUT
 AM0464'IT WAS NOT FOUND.
 AM0464
 AM0464                          STATION RECOVERY (1947)
 AM0464
 AM0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0464'NOT RECOVERED.  STATION REPORTED LOST IN 1934 STORM.  NO SEARCH
 AM0464'WAS MADE FOR THE STATION.
 AM0464
 AM0464                          STATION RECOVERY (1951)
 AM0464
 AM0464'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951 (HJS)
 AM0464'LETTER OF MR. H.J. SALANI, BRAZOS OIL AND GAS CO., HOUSTON,
 AM0464'DATED 23 OCTOBER 1951--
 AM0464'
 AM0464'A BRONZE DISK, STAMPED LOCATE 1934, SET IN A CONCRETE BLOCK WAS
 AM0464'FOUND WASHED UP BEHIND THE HIGH BANK OF THE GULF OF MEXICO,
 AM0464'AND WAS SITUATED ABOUT 1200 FT. NE OF CEDAR CUT, WHICH IS
 AM0464'THE MATAGORDA-BRAZORIA COUNTY LINE.  THE ORIGINAL SITE OF THE
 AM0464'STATION IS NOW IN THE GULF OF MEXICO.
 AM0464
 AM0464                          STATION RECOVERY (1960)
 AM0464
 AM0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0464'DESTROYED.  RECOVEREY NOTE OF 1951 STATES THAT THE MONUMENT
 AM0464'WAS FOUND WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0488 ***********************************************************************
 CE0488  DESIGNATION -  LOCK
 CE0488  PID         -  CE0488
 CE0488  STATE/COUNTY-  TX/EL PASO
 CE0488  USGS QUAD   -  YSLETA (1994)
 CE0488
 CE0488                         *CURRENT SURVEY CONTROL
 CE0488  ___________________________________________________________________
 CE0488* NAD 83(1993)-  31 37 46.28841(N)    106 18 24.64480(W)     ADJUSTED  
 CE0488* NAVD 88     -      1116.31   (+/-2cm)    3662.4    (feet)  VERTCON   
 CE0488  ___________________________________________________________________
 CE0488  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 CE0488  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0488
 CE0488  HORZ ORDER  -  SECOND
 CE0488  VERT ORDER  -  THIRD ? (See Below)
 CE0488
 CE0488.The horizontal coordinates were established by classical geodetic methods
 CE0488.and adjusted by the National Geodetic Survey in February 1996..
 CE0488
 CE0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0488.The vertical order pertains to the NGVD 29 superseded value.
 CE0488
 CE0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0488
 CE0488.The geoid height was determined by GEOID03.
 CE0488
 CE0488;                    North         East     Units Scale Factor Converg.
 CE0488;SPC TX C     - 3,232,809.563   133,591.589   MT  0.99994167   -3 04 36.2
 CE0488;SPC TX C     -10,606,309.37    438,291.74   sFT  0.99994167   -3 04 36.2
 CE0488;UTM  13      - 3,500,113.799   376,062.807   MT  0.99978945   -0 41 07.5
 CE0488
 CE0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0488!SPC TX C     -   0.99982855  x   0.99994167  =   0.99977023
 CE0488!UTM  13      -   0.99982855  x   0.99978945  =   0.99961804
 CE0488
 CE0488:                Primary Azimuth Mark                     Grid Az
 CE0488:SPC TX C     -  LOCK AZ MK                               020 08 18.2
 CE0488:UTM  13      -  LOCK AZ MK                               017 44 49.5
 CE0488
 CE0488|---------------------------------------------------------------------|
 CE0488| PID    Reference Object                     Distance      Geod. Az  |
 CE0488|                                                           dddmmss.s |
 CE0488| CC6855 LOCK AZ MK                                         0170342.0 |
 CE0488| CE0483 HORIZON CITY RADAR DOME             APPROX.11.8 KM 0612122.0 |
 CE0488| CC6856 LOCK RM 1                            38.798 METERS 12115     |
 CE0488| CE0489 3616.05 1114.674                     20.169 METERS 15328     |
 CE0488| CE0511 LOCK AZ MK 2                        APPROX. 1.2 KM 1541425.5 |
 CE0488| CC6857 LOCK RM 2                            20.123 METERS 19022     |
 CE0488| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX.16.7 KM 3321640.0 |
 CE0488| CE0499 LOCK RM 3                            86.088 METERS 33422     |
 CE0488|---------------------------------------------------------------------|
 CE0488
 CE0488                          SUPERSEDED SURVEY CONTROL
 CE0488
 CE0488  NAD 83(1986)-  31 37 46.29275(N)    106 18 24.64062(W) AD(       ) 2
 CE0488  NAD 27      -  31 37 45.88200(N)    106 18 22.70300(W) AD(       ) 2
 CE0488  NGVD 29 (07/19/86) 1115.77   (m)         3660.7    (f) LEVELING    3  
 CE0488
 CE0488.Superseded values are not recommended for survey control.
 CE0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0488.See file dsdata.txt to determine how the superseded data were derived.
 CE0488
 CE0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7606300114(NAD 83)
 CE0488_MARKER: DS = TRIANGULATION STATION DISK
 CE0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0488+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 CE0488
 CE0488  HISTORY     - Date     Condition        Report By
 CE0488  HISTORY     - 1936     MONUMENTED       CGS
 CE0488  HISTORY     - 1954     GOOD             AMS
 CE0488  HISTORY     - 1956     GOOD             CGS
 CE0488  HISTORY     - 1980     GOOD             NGS
 CE0488  HISTORY     - 20011030 GOOD             TXDOT
 CE0488
 CE0488                          STATION DESCRIPTION
 CE0488
 CE0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0488'STATION IS ON THE U.S. LEVEE ON THE N SIDE OF THE RIO GRANDE
 CE0488'RIVER, 37 FEET ESE OF THE INTERSECTION OF THE LEVEE ROAD
 CE0488'AND A ROAD FROM THE NW, 17 FEET ENE OF THE CENTER LINE OF
 CE0488'THE ROAD, 65 FEET NNW OF THE NW CORNER OF THE WINGWALL OF LOCK
 CE0488'ON CANAL LEADING OFF FROM THE MAIN ONE TO THE SW, 4 FEET
 CE0488'NW OF THE NW EDGE OF CANAL, APPROXIMATELY 400 FEET SE OF
 CE0488'DIKE, AND APPROXIMATELY 115 FEET WNW OF LOCK ON CANAL, LARGER
 CE0488'OF TWO.  THE TWO LOCKS ARE CONNECTED.  THE STATION MARK
 CE0488'PROJECTS 4 INCHES.  IT IS IN AREA 7, ABOUT 4.5 MILES S BY
 CE0488'E OF YSLETA, TEXAS.
 CE0488'
 CE0488'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CE0488'DISKS SET IN CONCRETE.
 CE0488'
 CE0488'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN CONCRETE
 CE0488'ABUTMENT ON THE SE SIDE OF THE MAIN CANAL.
 CE0488'
 CE0488'REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH IN THE NW
 CE0488'END OF CONCRETE ABUTMENT ON THE SW SIDE OF THE ROAD AND 18
 CE0488'FEET SW OF THE CENTER LINE OF THE ROAD.
 CE0488'
 CE0488'INTERNATIONAL BOUNDARY COMMISSION MARK IS SE OF THE STATION,
 CE0488'ON THE NW END OF THE CONCRETE ABUTMENT OF LOCK ON SMALL CANAL
 CE0488'AND 18 FEET NE OF THE CENTER LINE OF THE ROAD.  MARK SET FLUSH.
 CE0488'
 CE0488'AZIMUTH MARK IS 0.4 MILE BY ROAD, ON DITCH BANK AND 45 FEET
 CE0488'NW OF THE CENTER LINE OF THE ROAD (THIS IS LEVEE ROAD INTO
 CE0488'STATION).  MARK PROJECTS 4 INCHES.
 CE0488'
 CE0488'TO REACH STATION FROM YSLETA POST OFFICE, GO SE ON U.S. HIGHWAY
 CE0488'80 FOR 1.5 MILES TO SIDE ROAD TO THE RIGHT AND SIGN SOCARRO.
 CE0488'TURN RIGHT FOR 0.5 MILE TO SOCARRO GENERAL STORE.  THENCE
 CE0488'TURN LEFT THROUGH THE TOWN OF SOCARRO AND GO 1.4 MILES TO
 CE0488'SIDE ROAD TO THE RIGHT.  THENCE LEAVE MACADAM ROAD AND GO
 CE0488'0.15 MILE TO BRIDGE OVER CANAL.  CROSS BRIDGE AND TURN TO
 CE0488'LEFT ON CANAL ROAD FOR 0.8 MILE TO STATION ON LEFT.
 CE0488
 CE0488                          STATION RECOVERY (1954)
 CE0488
 CE0488'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0488'THE STATION MARK (A STANDARD TRIANGULATION-STATION DISK, STAMPED
 CE0488'LOCK 1936 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CE0488'THE GROUND) WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CE0488'THE MARK IS 67 FT. NW OF AN I.B.C. MARK THAT IS SET IN THE
 CE0488'NW END OF THE NE HEADWALL OF SOCORRO WASTEWAY, 18 FT. SW OF
 CE0488'THE CENTERLINE OF A LEVEE ROAD, 125 FT. NW OF THE CENTER
 CE0488'OF A ROAD JUNCTION, AND 115 FT. S-SE OF THE CENTERLINE OF
 CE0488'THE LEVEE ROAD AND THE CENTER OF A CHECK E-NE.
 CE0488'
 CE0488'AZIMUTH MARK WAS NOT FOUND, BUT BOTH REFERENCE MARKS WERE GOOD.
 CE0488
 CE0488                          STATION RECOVERY (1956)
 CE0488
 CE0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LWD)
 CE0488'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CE0488'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 CE0488
 CE0488                          STATION RECOVERY (1980)
 CE0488
 CE0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0488'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND 2 AND
 CE0488'IBC MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 CE0488'MARK WAS SEARCHED FOR AND NOT FOUND.  THE SURFACE STATION
 CE0488'MARK WAS FOUND IN POOR CONDITION, IT HAD BEEN DAMAGED BY
 CE0488'ROAD WORK WITH 1/4 OF THE MARK BROKEN OFF.  THE DISTANCE
 CE0488'FROM THE SURFACE MARK DID NOT CHECK TO REFERENCE MARK 1 BY
 CE0488'0.194 METER LONGER, TO IBC MARK BY 0.158 METER LONGER AND
 CE0488'TO REFERENCE MARK 2 0.328 METER LONGER.  THE DIRECTIONS
 CE0488'FROM THE SURFACE STATION MARK DID NOT CHECK BETWEEN
 CE0488'REFERENCE MARK 1 AND REFERENCE MARK 2 BY 2 MINUTES AND
 CE0488'24 SECONDS, REFERENCE MARK 1 AND IBC MARKER 1936 BY 4
 CE0488'MINUTES AND 6 SECONDS AND IBC MARKER 1936 TO REFERENCE MARK
 CE0488'2 BY 1 MINUTE AND 3 SECONDS.  THE UNDERGROUND WAS EXPOSED
 CE0488'AND APPEARED UNDISTURBED IN POSITION.  THE DISTANCE FROM
 CE0488'THE UNDERGROUND MARK DID NOT CHECK TO REFERENCE MARK 2 BY
 CE0488'0.315 METER LONGER AND TO IBC MARKER 1936 BY 0.134 METER
 CE0488'LONGER.  THE DIRECTIONS FROM THE UNDERGROUND MARK DID NOT
 CE0488'CHECK BETWEEN REFERENCE MARK 1 AND IBC MARKER BY 4 MINUTES
 CE0488'20 SECONDS, BETWEEN REFERENCE MARKS 1 AND 2 BY 3 MINUTES
 CE0488'AND 16 SECONDS AND REFERENCE MARK 2 AND IBC MARKER 1936
 CE0488'BY 35 SECONDS.  THE SIDE, ANGLE, SIDE CHECK OF THE OLD
 CE0488'DATA DID NOT CHECK.  A NEW SURFACE STATION MARK WAS SET,
 CE0488'HOLDING THE UNDERGROUND MARK, A REFERENCE MARK 3 WAS
 CE0488'ESTABLISHED AND OCCUPIED, A NEW AZIMUTH MARK WAS ESTABLISHED
 CE0488'A COMPLETE DESCRIPTION FOLLOWS.
 CE0488'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) NORTHWEST OF
 CE0488'CLINT, 5.6 KM (3.5 MI) NORTH-NORTHWEST OF SAN ELIZARIO AND
 CE0488'2.4 KM (1.5 MI) SOUTHWEST OF SOCORRO.
 CE0488'OWNERSHIP--INTERNATIONAL BOUNDARY AND WATER COMMISSION,
 CE0488'PERMISSION BY MR. FRANK WALKER, 4110 RIO BRAVO, EL PASO, TX
 CE0488'79902, TELEPHONE NUMBER 915-543-7380.
 CE0488'
 CE0488'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0488'HIGHWAY 10 AND 375 LOOP, ABOUT 25.7 KM (16 MI) SOUTHEAST
 CE0488'OF THE CENTER OF EL PASO, EXIT NUMBER 34, GO WESTERLY ON
 CE0488'LOOP 375 FOR 5.9 KM (3.7 MI) TO ZARAGOSA ROAD.  TURN LEFT
 CE0488'AND GO SOUTH FOR 0.3 KM (0.2 MI) TO THE U.S. BORDER CUSTOMS
 CE0488'STATION.  TURN LEFT, PASS THROUGH CUSTOMS SHED, AND GO
 CE0488'SOUTHEASTERLY ON A GRAVEL ROAD ATOP THE NORTH LEVEE FOR
 CE0488'1.8 KM (1.1 MI) TO A BRIDGE OVER A CANAL.  CROSS THE BRIDGE
 CE0488'AND GO SOUTHERLY ATOP THE LEVEE FOR 3.9 KM (2.4 MI) TO A
 CE0488'REVERSE FORK AND REFERENCE MARK 3 ON THE LEFT.  CONTINUE
 CE0488'0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 CE0488'
 CE0488'THE STATION IS A STANDARD NGS DISK
 CE0488'STAMPED---LOCK 1936 1980---,
 CE0488'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 50 CM IN DIAMETER
 CE0488'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 CE0488'4.7 METERS (15.4 FT) NORTHEAST FROM CENTER OF LEVEE ROAD.
 CE0488'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 CE0488'STAMPED---LOCK 1936---,
 CE0488'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CE0488'
 CE0488'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 CE0488'STAMPED---LOCK NO 1 1936---,
 CE0488'CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE HEAD WALL
 CE0488'OF A CHECK DAM.
 CE0488'IT IS LOCATED
 CE0488'26.3 METERS (86.3 FT) NORTHEAST FROM CENTER OF LEVEE ROAD AND
 CE0488'0.85 METER (2.8 FT) EAST-NORTHEAST FROM CHECK GATE.
 CE0488'MARK IS LEVEL WITH STATION.
 CE0488'
 CE0488'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 CE0488'STAMPED---LOCK NO 2 1936---,
 CE0488'CEMENTED IN A DRILL HOLE IN A CONCRETE ABUTMENT.
 CE0488'IT IS LOCATED
 CE0488'6.126 METERS (20.1 FT) SOUTHWEST FROM CENTER OF LEVEE ROAD.
 CE0488'MARK IS LEVEL WITH STATION.
 CE0488'
 CE0488'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 CE0488'STAMPED---LOCK 1936 NO 3 1980---,
 CE0488'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0488'FLUSH WITH GROUND.  IT IS LOCATED
 CE0488'26.6 METERS (87.2 FT) NORTH FROM THE WEST IBC SIGN,
 CE0488'14.9 METERS (49.0 FT) WEST FROM THE CENTER OF THE WEST CANAL ROAD,
 CE0488'10.4 METERS (34.0 FT) EAST FROM THE CENTER OF THE MAIN LEVEE ROAD,
 CE0488'AND
 CE0488'1.3 METERS (4.1 FT) EAST FROM A METAL WITNESS POST.
 CE0488'MARK IS BELOW STATION 0.6 METERS.
 CE0488'
 CE0488'IBC MARKER 1936 IS A STANDARD IBC DISK
 CE0488'STAMPED---3616.05 1114.674---,
 CE0488'CEMENTED IN A DRILL HOLE IN NORTH END OF A CONCRETE ABUTMENT
 CE0488'OF A CANAL SIDE LOCK.
 CE0488'IT IS LOCATED
 CE0488'5.70 METERS (18.7 FT) NORTHEAST FROM THE CENTER OF THE MAIN LEVEE
 CE0488'ROAD.
 CE0488'MARK IS LEVEL WITH STATION.
 CE0488'
 CE0488'AZIMUTH MARK NUMBER 02 IS A STANDARD NGS DISK
 CE0488'STAMPED---LOCK 1936 NO 2 1980---,
 CE0488'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0488'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 CE0488'5.5 METERS (18.0 FT) NORTHEAST FROM THE CENTER OF A LEVEE ROAD AND
 CE0488'0.3 METER (1.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 CE0488'
 CE0488'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METERS.
 CE0488
 CE0488                          STATION RECOVERY (2001)
 CE0488
 CE0488'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 CE0488'STATION, RM2(STAMPING NOT LEGIBLE, DATUM POINT O.K.)AND RM3
 CE0488'FOUND IN GOOD CONDITION, OTHER MARKS NOT SEARCHED FOR- RM1 IS
 CE0488'PROBABLY IN GOOD CONDITION. NOTE- SINCE SEPTEMBER 11TH 2001,
 CE0488'NOTIFYING THE U.S. BORDER PATROL OF INTENT TO SEARCH FOR, OR
 CE0488'USE STATION IS RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0511 ***********************************************************************
 CE0511  DESIGNATION -  LOCK AZ MK 2
 CE0511  PID         -  CE0511
 CE0511  STATE/COUNTY-  TX/EL PASO
 CE0511  USGS QUAD   -  SAN ELIZARIO (1995)
 CE0511
 CE0511                         *CURRENT SURVEY CONTROL
 CE0511  ___________________________________________________________________
 CE0511* NAD 83(1993)-  31 37 10.61005(N)    106 18 04.52539(W)     ADJUSTED  
 CE0511* NAVD 88     -      1115.8    (meters)    3661.     (feet)  VERTCON   
 CE0511  ___________________________________________________________________
 CE0511  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CE0511  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0511
 CE0511  HORZ ORDER  -  SECOND
 CE0511
 CE0511.The horizontal coordinates were established by classical geodetic methods
 CE0511.and adjusted by the National Geodetic Survey in February 1996..
 CE0511
 CE0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0511
 CE0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0511
 CE0511.The geoid height was determined by GEOID03.
 CE0511
 CE0511;                    North         East     Units Scale Factor Converg.
 CE0511;SPC TX C     - 3,231,683.870   134,062.080   MT  0.99993979   -3 04 25.8
 CE0511;SPC TX C     -10,602,616.16    439,835.34   sFT  0.99993979   -3 04 25.8
 CE0511;UTM  13      - 3,499,008.886   376,579.781   MT  0.99978787   -0 40 56.3
 CE0511
 CE0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0511!SPC TX C     -   0.99982862  x   0.99993979  =   0.99976842
 CE0511!UTM  13      -   0.99982862  x   0.99978787  =   0.99961653
 CE0511
 CE0511                          SUPERSEDED SURVEY CONTROL
 CE0511
 CE0511  NAD 83(1986)-  31 37 10.61448(N)    106 18 04.52107(W) AD(       ) 2
 CE0511  NAD 27      -  31 37 10.20281(N)    106 18 02.58396(W) AD(       ) 2
 CE0511  NGVD 29 (07/19/86) 1115.3    (m)         3659.     (f) VERT ANG       
 CE0511
 CE0511.Superseded values are not recommended for survey control.
 CE0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0511.See file dsdata.txt to determine how the superseded data were derived.
 CE0511
 CE0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ7658099009(NAD 83)
 CE0511_MARKER: DZ = AZIMUTH MARK DISK
 CE0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0511+STABILITY: SURFACE MOTION
 CE0511
 CE0511  HISTORY     - Date     Condition        Report By
 CE0511  HISTORY     - 1980     MONUMENTED       NGS
 CE0511
 CE0511                          STATION DESCRIPTION
 CE0511
 CE0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0511'THE STATION IS LOCATED ABOUT 6.7 KM (4.2 MI) NORTHWEST OF
 CE0511'CLINT, 4.3 KM (2.7 MI) NORTH-NORTHWEST OF SAN ELIZARIO,
 CE0511'AND 3.7 KM (2.3 MI) SOUTHWEST OF SOCORRO.
 CE0511'OWNERSHIP--INTERNATIONAL BOUNDARY AND WATER COMMISSION,
 CE0511'PERMISSION BY MR. FRANK WALKER, 4110 RIO BRAVO, EL PASO,
 CE0511'TX 79902, TELEPHONE NUMBER 915-543-7380.
 CE0511'
 CE0511'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0511'HIGHWAY 10 AND 375 LOOP, ABOUT 25.7 KM (16 MI) SOUTHEAST
 CE0511'OF EL PASO, EXIT NUMBER 34, GO WESTERLY ON LOOP 375 FOR
 CE0511'5.9 KM (3.7 MI) TO ZARAGOSA ROAD.  TURN LEFT AND GO SOUTH
 CE0511'FOR 0.3 KM (0.2 MI) TO THE U.S. BORDER CUSTOMS STATION.  TURN
 CE0511'LEFT, PASS THROUGH THE CUSTOMS SHED, AND GO SOUTHEASTERLY
 CE0511'ON A GRAVEL ROAD ATOP THE NORTH LEVEE FOR 1.8 KM (1.1 MI)
 CE0511'TO A BRIDGE OVER A CANAL.  CROSS THE BRIDGE AND GO SOUTHERLY
 CE0511'FOR 3.9 KM (2.4 MI) TO A REVERSE FORK AND REFERENCE MARK 3
 CE0511'ON THE LEFT, CONTINUE SOUTHERLY FOR 1.3 KM (0.8 MI) TO
 CE0511'THE MARK ON THE LEFT.
 CE0511'
 CE0511'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CE0511'STAMPED---LOCK 1936 NO 2 1980---,
 CE0511'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0511'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 CE0511'5.5 METERS (18.0 FT) NORTHEAST FROM THE CENTER OF A LEVEE ROAD AND
 CE0511'0.3 METER (1.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 CE0511'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CE0511'STAMPED---LOCK 1936 NO 2 1980---,
 CE0511'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0511'
 CE0511'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0499 ***********************************************************************
 CE0499  DESIGNATION -  LOCK RM 3
 CE0499  PID         -  CE0499
 CE0499  STATE/COUNTY-  TX/EL PASO
 CE0499  USGS QUAD   -  YSLETA (1994)
 CE0499
 CE0499                         *CURRENT SURVEY CONTROL
 CE0499  ___________________________________________________________________
 CE0499* NAD 83(1993)-  31 37 48.80823(N)    106 18 26.05836(W)     ADJUSTED  
 CE0499* NAVD 88     -      1115.7    (meters)    3660.     (feet)  VERTCON   
 CE0499  ___________________________________________________________________
 CE0499  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 CE0499  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0499
 CE0499  HORZ ORDER  -  FIRST
 CE0499
 CE0499.The horizontal coordinates were established by classical geodetic methods
 CE0499.and adjusted by the National Geodetic Survey in February 1996..
 CE0499
 CE0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0499
 CE0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0499
 CE0499.The geoid height was determined by GEOID03.
 CE0499
 CE0499;                    North         East     Units Scale Factor Converg.
 CE0499;SPC TX C     - 3,232,889.056   133,558.558   MT  0.99994181   -3 04 36.9
 CE0499;SPC TX C     -10,606,570.18    438,183.37   sFT  0.99994181   -3 04 36.9
 CE0499;UTM  13      - 3,500,191.834   376,026.495   MT  0.99978956   -0 41 08.3
 CE0499
 CE0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0499!SPC TX C     -   0.99982864  x   0.99994181  =   0.99977046
 CE0499!UTM  13      -   0.99982864  x   0.99978956  =   0.99961824
 CE0499
 CE0499|---------------------------------------------------------------------|
 CE0499| PID    Reference Object                     Distance      Geod. Az  |
 CE0499|                                                           dddmmss.s |
 CE0499| CC6856 LOCK RM 1                                          14413     |
 CE0499| CE0489 3616.05 1114.674                    106.255 METERS 15411     |
 CE0499| CE0511 LOCK AZ MK 2                        APPROX. 1.3 KM 1541453.1 |
 CE0499| CE0488 LOCK                                 86.088 METERS 15422     |
 CE0499| CC6857 LOCK RM 2                                          16057     |
 CE0499|---------------------------------------------------------------------|
 CE0499
 CE0499                          SUPERSEDED SURVEY CONTROL
 CE0499
 CE0499  NAD 83(1986)-  31 37 48.81261(N)    106 18 26.05422(W) AD(       ) 1
 CE0499  NAD 27      -  31 37 48.40218(N)    106 18 24.11672(W) AD(       ) 1
 CE0499  NGVD 29 (07/19/86) 1115.2    (m)         3659.     (f) VERT ANG       
 CE0499
 CE0499.Superseded values are not recommended for survey control.
 CE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0499.See file dsdata.txt to determine how the superseded data were derived.
 CE0499
 CE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7602600192(NAD 83)
 CE0499_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CE0499_STAMPING: LOCK RM 3
 CE0499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0499+STABILITY: SURFACE MOTION
 CE0499
 CE0499  HISTORY     - Date     Condition        Report By
 CE0499  HISTORY     - 1980     MONUMENTED       NGS
 CE0499  HISTORY     - 19990811 GOOD             NGS
 CE0499
 CE0499                          STATION DESCRIPTION
 CE0499
 CE0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0499'THE STATION IS LOCATED ABOUT 8.0  KM (5.0 MI) NORTHWEST OF
 CE0499'CLINT, 5.6 KM (3.5 MI) NORTH-NORTHWEST OF SAN ELIZARIO AND
 CE0499'2.4 KM (1.5 MI) SOUTHWEST OF SOCORRO.
 CE0499'OWNERSHIP--IBWC,
 CE0499'PERMISSION BY MR. FRANK WALKER, 4110 RIO BRAVO, EL PASO,
 CE0499'TX 79902, TELEPHONE NUMBER 915-543-7380.
 CE0499'
 CE0499'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0499'HIGHWAY 10 AND 375 LOOP, ABOUT 25.7 KM (16 MI) SOUTHEAST
 CE0499'OF THE CENTER OF EL PASO, EXIT NUMBER 34, GO WESTERLY ON
 CE0499'LOOP 375 FOR 5.9 KM (3.7 MI) TO ZARAGOSA ROAD.  TURN LEFT
 CE0499'AND GO SOUTH FOR 0.3 KM (0.2 MI) TO THE U.S. CUSTOMS STATION.
 CE0499'TURN LEFT, PASS THROUGH THE CUSTOMS SHED, AND GO
 CE0499'SOUTHEASTERLY ATOP THE NORTH LEVEE FOR 1.8 KM (1.1 MI)
 CE0499'TO A BRIDGE OVER A CANAL.  CROSS OVER THE BRIDGE AND GO
 CE0499'SOUTHERLY ATOP A LEVEE FOR 3.9 KM (2.4 MI) TO A REVERSE
 CE0499'FORK AND THE STATION ON THE LEFT.
 CE0499'
 CE0499'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 CE0499'STAMPED---LOCK 1936 NO 3 1980---,
 CE0499'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0499'FLUSH WITH GROUND.  IT IS LOCATED
 CE0499'26.6 METERS (87.2 FT) NORTH FROM THE WEST IBC SIGN,
 CE0499'14.9 METERS (49.0 FT) WEST FROM THE APPROXIMATE CENTER OF WEST
 CE0499'CANAL ROAD,
 CE0499'10.4 METERS (34.0 FT) EAST FROM THE CENTER OF MAIN LEVEE ROAD, AND
 CE0499'1.3 METERS (4.1 FT) SOUTHEAST FROM A METAL WITNESS POST.
 CE0499'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CE0499'STAMPED---LOCK 1936 NO 3 1980---,
 CE0499'SET INTO AN IRREGULAR MASS OF CONCRETE 1.4 METERS BELOW THE SURFACE.
 CE0499'
 CE0499'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 CE0499'STAMPED---LOCK NO 1 1936---,
 CE0499'CEMENTED INTO A DRILL HOLE IN THE NORTH CONCRETE HEADWALL
 CE0499'OF A DAM CANAL LOCK.
 CE0499'IT IS LOCATED
 CE0499'26.3 METERS (86.3 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 CE0499'THE LEVEE ROAD AND
 CE0499'0.85 METER (2.8 FT) EAST-NORTHEAST FROM THE EASTERN MOST DAM GATE.
 CE0499'MARK IS LEVEL WITH STATION.
 CE0499'
 CE0499'LOCK 1936 IS A STANDARD NGS STATION DISK
 CE0499'STAMPED---LOCK 1936 1980---,
 CE0499'SET INTO THE TOP OF A 2X1-1/2 FEET IRREGULAR MASS OF CONCRETE
 CE0499'RECESSED 8 CM.  THE UNDERGROUND MARK IS A STANDARD CGS DISK
 CE0499'STAMPED---LOCK 1936---,
 CE0499'0.75 METER BELOW THE GROUND SET IN AN IRREGULAR MASS OF CONCRETE.
 CE0499'IT IS LOCATED
 CE0499'4.7 METERS (15.4 FT) NORTHEAST FROM THE CENTER OF THE MAIN LEVEE
 CE0499'ROAD.
 CE0499'MARK IS ABOVE STATION 2.0 METERS.
 CE0499'
 CE0499'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 CE0499'STAMPED---LOCK NO 2 1936---,
 CE0499'CEMENTED IN A DRILL HOLE IN A CONCRETE ABUTMENT.
 CE0499'IT IS LOCATED
 CE0499'6.126 METERS (20.1 FT) SOUTHWEST FROM THE CENTER OF THE LEVEE
 CE0499'ROAD.
 CE0499'MARK IS LEVEL WITH STATION.
 CE0499'
 CE0499'IBC MARKER 1936 IS A STANDARD IBC DISK
 CE0499'STAMPED---3616.05 1114.674---,
 CE0499'CEMENTED IN A DRILL HOLE IN NORTH END OF A CONCRETE ABUTMENT
 CE0499'OF A CANAL SIDE LOCK.
 CE0499'IT IS LOCATED
 CE0499'5.70 METERS (18.7 FT) NORTHEAST FROM THE CENTER OF THE MAIN LEVEE
 CE0499'ROAD.
 CE0499'MARK IS LEVEL WITH STATION.
 CE0499'
 CE0499'AZIMUTH MARK NUMBER 02 IS A STANDARD NGS DISK
 CE0499'STAMPED---LOCK 1936 NO 2 1980---,
 CE0499'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0499'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 CE0499'5.5 METERS (18.0 FT) NORTHEAST FROM THE CENTER OF A LEVEE ROAD AND
 CE0499'0.3 METER (1.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 CE0499'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY
 CE0499'ATOP THE LEVEE FOR 1.3 KM (0.8 MI) TO THE MARK ON THE LEFT.
 CE0499'
 CE0499'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
 CE0499
 CE0499                          STATION RECOVERY (1999)
 CE0499
 CE0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CE0499'STATION (LOCK) RM1, RM 2, RM3, AZ MK, RECOVERED IN GOOD CONDITION.  AZ
 CE0499'MK IS 0.758 MILES (1.220 KM) FROM STATION LOCK.  NEW TO REACH.  AT THE
 CE0499'FARAGOSA AUTO (1) BRIDGE, BEAR TO THE RIGHT OF THE BROWN BLDG W/BLUE
 CE0499'ROOF, CONTINUE TOWARD RIVER CURVING SLIGHTLY LEFT PAST BLDG, GO OVER
 CE0499'AND DOWNHILL TO NORTH LEVEE RD.  TURN LEFT (ISE) AND BEGIN MILEAGE
 CE0499'BETWEEN N AND 5 BOUND BRIDGES, STAY ON NORTH LEVEE RD FOR 4.154 MILES
 CE0499'(6.685 KM) SE TO LOCK RM 3 ON THE LEFT, N OF DELINEATOR POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0698 ***********************************************************************
 DQ0698  DESIGNATION -  LOCKE
 DQ0698  PID         -  DQ0698
 DQ0698  STATE/COUNTY-  TX/LAMB
 DQ0698  USGS QUAD   -  OKLAHOMA FLAT (1981)
 DQ0698
 DQ0698                         *CURRENT SURVEY CONTROL
 DQ0698  ___________________________________________________________________
 DQ0698* NAD 83(1993)-  33 51 10.63013(N)    102 22 56.98465(W)     ADJUSTED  
 DQ0698* NAVD 88     -      1088.5    (meters)    3571.     (feet)  VERTCON   
 DQ0698  ___________________________________________________________________
 DQ0698  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 DQ0698  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 DQ0698
 DQ0698  HORZ ORDER  -  SECOND
 DQ0698
 DQ0698.The horizontal coordinates were established by classical geodetic methods
 DQ0698.and adjusted by the National Geodetic Survey in February 1996..
 DQ0698
 DQ0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0698
 DQ0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0698
 DQ0698.The geoid height was determined by GEOID03.
 DQ0698
 DQ0698;                    North         East     Units Scale Factor Converg.
 DQ0698;SPC TXNC     - 2,249,084.925   240,792.060   MT  0.99997026   -2 07 03.0
 DQ0698;SPC TXNC     - 7,378,872.79    789,998.62   sFT  0.99997026   -2 07 03.0
 DQ0698;UTM  13      - 3,748,934.627   742,168.769   MT  1.00032303   +1 27 31.8
 DQ0698
 DQ0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0698!SPC TXNC     -   0.99983297  x   0.99997026  =   0.99980323
 DQ0698!UTM  13      -   0.99983297  x   1.00032303  =   1.00015594
 DQ0698
 DQ0698:                Primary Azimuth Mark                     Grid Az
 DQ0698:SPC TXNC     -  LOCKE AZ MK                              183 15 33.1
 DQ0698:UTM  13      -  LOCKE AZ MK                              179 40 58.3
 DQ0698
 DQ0698|---------------------------------------------------------------------|
 DQ0698| PID    Reference Object                     Distance      Geod. Az  |
 DQ0698|                                                           dddmmss.s |
 DQ0698| CJ7739 LOCKE AZ MK                                        1810830.1 |
 DQ0698| CJ7740 LOCKE RM 1                           33.455 METERS 19720     |
 DQ0698| CJ7741 LOCKE RM 2                           45.784 METERS 34641     |
 DQ0698|---------------------------------------------------------------------|
 DQ0698
 DQ0698                          SUPERSEDED SURVEY CONTROL
 DQ0698
 DQ0698  NAD 83(1986)-  33 51 10.63775(N)    102 22 56.97940(W) AD(       ) 2
 DQ0698  NAD 27      -  33 51 10.29900(N)    102 22 55.33500(W) AD(       ) 2
 DQ0698  NGVD 29 (07/19/86) 1088.1    (m)         3570.     (f) VERT ANG       
 DQ0698
 DQ0698.Superseded values are not recommended for survey control.
 DQ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0698.See file dsdata.txt to determine how the superseded data were derived.
 DQ0698
 DQ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4216948935(NAD 83)
 DQ0698_MARKER: DS = TRIANGULATION STATION DISK
 DQ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0698
 DQ0698  HISTORY     - Date     Condition        Report By
 DQ0698  HISTORY     - 1935     MONUMENTED       CGS
 DQ0698  HISTORY     - 1938     GOOD             TXHD
 DQ0698  HISTORY     - 1949     GOOD             CGS
 DQ0698  HISTORY     - 1983     SEE DESCRIPTION  LOCENG
 DQ0698
 DQ0698                          STATION DESCRIPTION
 DQ0698
 DQ0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0698'STATION IS ABOUT 5-1/2 MILES SW OF LITTLEFIELD, IN LABOR 12
 DQ0698'OF LEAGUE 684, IN THE YARD OF RANCH BUILDINGS OWNED AND
 DQ0698'OCCUPIED BY MR. W.A. LOCKE.  IT IS 102.3 FEET SW OF THE SW
 DQ0698'CORNER OF MR. LOCKES RESIDENCE, 54 FEET E OF THE CENTER LINE
 DQ0698'OF A GRADED ROAD, 35.3 FEET ENE OF A NW FENCE CORNER AND 9
 DQ0698'1/2 FEET N OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES.
 DQ0698'
 DQ0698'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0698'BRONZE DISKS SET IN CONCRETE.
 DQ0698'
 DQ0698'REFERENCE MARK NO. 1 IS SSW OF THE STATION 2-1/2 FEET E OF THE
 DQ0698'FENCE, 94-1/2 FEET S OF A NW FENCE CORNER AND 20 FEET E OF THE
 DQ0698'CENTER LINE OF A GRADED ROAD.  MARK PROJECTS 4 INCHES.
 DQ0698'
 DQ0698'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 2 FEET SSE OF A
 DQ0698'SW FENCE CORNER, 113-1/2 FEET WNW OF THE NW CORNER OF MR.
 DQ0698'LOCKES RESIDENCE, AND 20 FEET E OF THE CENTER LINE OF A
 DQ0698'GRADED ROAD.  THE MARK PROJECTS 4 INCHES.
 DQ0698'
 DQ0698'AZIMUTH MARK IS S OF THE STATION, 2 FEET N OF AN E-W FENCE,
 DQ0698'2-1/2 FEET E OF A N-S FENCE, 3 FEET NE OF A FENCE T-INTERSECTION,
 DQ0698'AND 21 FEET E OF THE CENTER LINE OF A GRADED ROAD.  THE MARKS
 DQ0698'PROJECT 6 INCHES.
 DQ0698'
 DQ0698'THE STATION IS REACHED FROM THE INTERSECTION OF THE MAIN
 DQ0698'HIGHWAY THROUGH LITTLEFIELD (LUBBOCK, TEXAS-CLOVIS, NEW MEXICO
 DQ0698'HIGHWAY) AND SOUTH DUGGAN AVENUE AT A POINT ABOUT 150 YARDS
 DQ0698'SE OF THE LITTLEFIELD RAILROAD DEPOT.  DRIVE S FROM THE
 DQ0698'INTERSECTION ON DUGGAN AVENUE FOR 0.5 MILE, THEN E ABOUT 50
 DQ0698'YARDS TO VERNON BROTHERS GARAGE.  TURN RIGHT AND DRIVE S ON
 DQ0698'A GRADED ROAD, ALONG A POWER LINE AND GO 3.8 MILES.  AT
 DQ0698'GRADED CROSSROADS TURN RIGHT, LEAVING POWER LINE, AND GO W
 DQ0698'ON A GRADED ROAD 1.0 MILE, THEN S 0.5 MILE, THEN W 2.1 MILES
 DQ0698'TO GRADED CROSS ROAD, DRIVE S 0.2 MILE TO MR. W.A. LOCKES
 DQ0698'RANCH BUILDINGS AND THE STATION.
 DQ0698'
 DQ0698'THE REFERENCE MARKS AND AZIMUTH MARK ARE VISIBLE FROM THE
 DQ0698'GROUND.  IT WAS TOO DUSTY TO SEE IF ANY OF THE STATIONS ARE
 DQ0698'VISIBLE FROM THE GROUND.
 DQ0698'
 DQ0698'A 35-FOOT STAND WAS USED AND ALL OF THE LINES WERE CLEAR.
 DQ0698
 DQ0698                          STATION RECOVERY (1938)
 DQ0698
 DQ0698'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0698'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DQ0698'ATTEMPT WAS MADE TO RECOVER AZIMUTH MARK.
 DQ0698
 DQ0698                          STATION RECOVERY (1949)
 DQ0698
 DQ0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DQ0698'ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 DQ0698'SATISFACTORY.
 DQ0698
 DQ0698                          STATION RECOVERY (1983)
 DQ0698
 DQ0698'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (HM)
 DQ0698'LOCKE 1935 DESTROYED.
 DQ0698'
 DQ0698'REF. NO. 1 NOT RECOVERED.
 DQ0698'
 DQ0698'REF. NO. 2 NOT RECOVERED.
 DQ0698'
 DQ0698'AZM. MARK NOT RECOVERED.
 DQ0698'
 DQ0698'TRI. STATION LOCKE WAS FOUND ON THE GROUND ABOUT 300 FEET N.E. OF
 DQ0698'ITS LOCATION BY A TREE OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0953 ***********************************************************************
 EM0953  DESIGNATION -  LOCKETT
 EM0953  PID         -  EM0953
 EM0953  STATE/COUNTY-  TX/WILBARGER
 EM0953  USGS QUAD   -  LOCKETT (1990)
 EM0953
 EM0953                         *CURRENT SURVEY CONTROL
 EM0953  ___________________________________________________________________
 EM0953* NAD 83(1993)-  34 06 10.33615(N)    099 21 21.69341(W)     ADJUSTED  
 EM0953* NAVD 88     -       391.     (meters)    1283.     (feet)  SCALED    
 EM0953  ___________________________________________________________________
 EM0953  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 EM0953  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 EM0953
 EM0953  HORZ ORDER  -  THIRD
 EM0953
 EM0953.The horizontal coordinates were established by classical geodetic methods
 EM0953.and adjusted by the National Geodetic Survey in February 1996..
 EM0953
 EM0953.The orthometric height was scaled from a topographic map.
 EM0953
 EM0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0953
 EM0953.The geoid height was determined by GEOID03.
 EM0953
 EM0953;                    North         East     Units Scale Factor Converg.
 EM0953;SPC TXNC     - 2,270,489.886   521,009.334   MT  1.00004084   -0 28 00.7
 EM0953;SPC TXNC     - 7,449,098.90  1,709,344.79   sFT  1.00004084   -0 28 00.7
 EM0953;UTM  14      - 3,773,619.427   467,161.383   MT  0.99961329   -0 11 58.6
 EM0953
 EM0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0953!SPC TXNC     -   0.99994309  x   1.00004084  =   0.99998393
 EM0953!UTM  14      -   0.99994309  x   0.99961329  =   0.99955640
 EM0953
 EM0953:                Primary Azimuth Mark                     Grid Az
 EM0953:SPC TXNC     -  LOCKETT AZ MK                            025 18 07.0
 EM0953:UTM  14      -  LOCKETT AZ MK                            025 02 04.9
 EM0953
 EM0953|---------------------------------------------------------------------|
 EM0953| PID    Reference Object                     Distance      Geod. Az  |
 EM0953|                                                           dddmmss.s |
 EM0953| CX8541 LOCKETT AZ MK                                      0245006.3 |
 EM0953| CX8542 LOCKETT RM 1                          7.460 METERS 03149     |
 EM0953| CX8543 LOCKETT RM 2                          7.184 METERS 10502     |
 EM0953|---------------------------------------------------------------------|
 EM0953
 EM0953                          SUPERSEDED SURVEY CONTROL
 EM0953
 EM0953  NAD 83(1993)-  34 06 10.33644(N)    099 21 21.69355(W) AD(       ) 3
 EM0953  NAD 83(1986)-  34 06 10.34280(N)    099 21 21.68364(W) AD(       ) 3
 EM0953  NAD 27      -  34 06 10.03278(N)    099 21 20.38687(W) AD(       ) 3
 EM0953
 EM0953.Superseded values are not recommended for survey control.
 EM0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0953.See file dsdata.txt to determine how the superseded data were derived.
 EM0953
 EM0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC6716173619(NAD 83)
 EM0953_MARKER: DS = TRIANGULATION STATION DISK
 EM0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0953_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0953
 EM0953  HISTORY     - Date     Condition        Report By
 EM0953  HISTORY     - 1969     MONUMENTED       CGS
 EM0953
 EM0953                          STATION DESCRIPTION
 EM0953
 EM0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0953'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF VERNON, 2 MILES
 EM0953'SOUTHEAST OF THE PEASE RIVER, 1 MILE NORTHEAST OF LOCKETT AND ALONG
 EM0953'U. S. HIGHWAY 70 RIGHT-OF-WAY.
 EM0953'
 EM0953'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS U. S. HIGHWAYS 287
 EM0953'AND 70, AT THE WEST EDGE OF VERNON, GO WEST AND SOUTHWEST ON U. S.
 EM0953'HIGHWAY 70 FOR 4.3 MILES TO THE WILBARGER MEMORIAL PARK ON THE LEFT
 EM0953'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST ON U. S.
 EM0953'HIGHWAY 70 FOR 0.5 MILE TO A CROSSROAD AND THE STATION ON THE
 EM0953'LEFT.
 EM0953'
 EM0953'THE STATION MARK IS A STANDARD DISK STAMPED LOCKETT 1969, SET IN THE
 EM0953'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 EM0953'THE GROUND SURFACE.  IT IS 41 FEET NORTHWEST OF THE CENTER OF A
 EM0953'DIRT ROAD, 60 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 70, 13.5
 EM0953'FEET NORTH OF A FENCE CORNER AND 3.7 FEET WEST OF A METAL WITNESS
 EM0953'POST.
 EM0953'
 EM0953'REFERENCE MARK 1 IS A STADARD DISK STAMPED LOCKETT NO 1 1969, SET
 EM0953'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0953'3 INCHES.  IT IS 60 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY
 EM0953'70, 37.5 FEET NORTH OF A FENCE CORNER, 25.1 FEET NORTH OF THE METAL
 EM0953'WITNESS POST AND 1-FOOT WEST OF A WIRE FENCE.
 EM0953'
 EM0953'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOCKETT NO 2 1969, SET
 EM0953'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0953'6 INCHES.  IT IS 26.5 FEET EAST OF THE FENCE CORNER, 20.2 FEET
 EM0953'SOUTHEAST OF THE METAL WITNESS POST, 20 FEET NORTH OF THE CENTER
 EM0953'OF THE DIRT ROAD AND 1-FOOT SOUTH OF THE WIRE FENCE.
 EM0953'
 EM0953'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOCKETT 1969, SET IN THE
 EM0953'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 EM0953'INCHES.  IT IS 46 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 70,
 EM0953'2.7 FEET SOUTH OF A METAL WITNESS POST AND 1.5 FEET EAST OF A
 EM0953'FENCE CORNER.
 EM0953'
 EM0953'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3092 ***********************************************************************
 CS3092  DESIGNATION -  LOCKETT
 CS3092  PID         -  CS3092
 CS3092  STATE/COUNTY-  TX/JOHNSON
 CS3092  USGS QUAD   -  CLEBURNE EAST (1978)
 CS3092
 CS3092                         *CURRENT SURVEY CONTROL
 CS3092  ___________________________________________________________________
 CS3092* NAD 83(1993)-  32 21 19.30549(N)    097 21 54.14953(W)     ADJUSTED  
 CS3092* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 CS3092  ___________________________________________________________________
 CS3092  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CS3092  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS3092
 CS3092  HORZ ORDER  -  SECOND
 CS3092
 CS3092.The horizontal coordinates were established by classical geodetic methods
 CS3092.and adjusted by the National Geodetic Survey in February 1996..
 CS3092
 CS3092.The orthometric height was scaled from a topographic map.
 CS3092
 CS3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3092
 CS3092.The geoid height was determined by GEOID03.
 CS3092
 CS3092;                    North         East     Units Scale Factor Converg.
 CS3092;SPC TXNC     - 2,076,947.684   706,822.236   MT  0.99994591   +0 37 08.4
 CS3092;SPC TXNC     - 6,814,119.19  2,318,965.95   sFT  0.99994591   +0 37 08.4
 CS3092;UTM  14      - 3,581,000.935   653,840.962   MT  0.99989186   +0 52 30.5
 CS3092
 CS3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3092!SPC TXNC     -   0.99996758  x   0.99994591  =   0.99991350
 CS3092!UTM  14      -   0.99996758  x   0.99989186  =   0.99985945
 CS3092
 CS3092:                Primary Azimuth Mark                     Grid Az
 CS3092:SPC TXNC     -  LOCKETT AZ MK                            037 28 23.6
 CS3092:UTM  14      -  LOCKETT AZ MK                            037 13 01.5
 CS3092
 CS3092|---------------------------------------------------------------------|
 CS3092| PID    Reference Object                     Distance      Geod. Az  |
 CS3092|                                                           dddmmss.s |
 CS3092| CY1505 LOCKETT AZ MK                                      0380532.0 |
 CS3092| CY1506 LOCKETT RM 1                         28.574 METERS 05755     |
 CS3092| CS3104 CLEBURNE MUNICIPAL STANDPIPE        APPROX. 2.9 KM 2630610.9 |
 CS3092| CY1507 LOCKETT RM 2                         32.531 METERS 29043     |
 CS3092|---------------------------------------------------------------------|
 CS3092
 CS3092                          SUPERSEDED SURVEY CONTROL
 CS3092
 CS3092  NAD 83(1986)-  32 21 19.31037(N)    097 21 54.12962(W) AD(       ) 2
 CS3092  NAD 27      -  32 21 18.79200(N)    097 21 53.07000(W) AD(       ) 2
 CS3092
 CS3092.Superseded values are not recommended for survey control.
 CS3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3092.See file dsdata.txt to determine how the superseded data were derived.
 CS3092
 CS3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5384181001(NAD 83)
 CS3092_MARKER: DS = TRIANGULATION STATION DISK
 CS3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3092
 CS3092  HISTORY     - Date     Condition        Report By
 CS3092  HISTORY     - 1948     MONUMENTED       CGS
 CS3092  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 CS3092  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3092
 CS3092                          STATION DESCRIPTION
 CS3092
 CS3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3092'THE STATION IS LOCATED ABOUT 1.35 MILES EAST OF THE CENTER OF
 CS3092'CLEBURNE, 0.1 MILE EAST OF THE CITY LIMITS, 97 FEET SOUTHWEST
 CS3092'OF THE SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE, 39 FEET SOUTHEAST
 CS3092'OF THE CENTERLINE OF U.S. HIGHWAY 67, AND 21 FEET NORTHWEST
 CS3092'OF A WITNESS POST AND A FENCE LINE.  THE DISK IS STAMPED LOCKETT
 CS3092'1948 AND PROJECTS 2 INCHES.
 CS3092'
 CS3092'REFERENCE MARK NO. 1 IS 93.75 FEET NORTHEAST OF THE STATION,
 CS3092'58 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET
 CS3092'SOUTH OF THE SOUTHWEST ABUTMENT OF THE CONCRETE BRIDGE, AND
 CS3092'1 FOOT NORTHWEST OF A FENCE LINE.  THE DISK IS STAMPED LOCKETT
 CS3092'NO 1 1948 AND PROJECTS 4 INCHES.
 CS3092'
 CS3092'REFERENCE MARK NO. 2 IS 106.73 FEET NORTHWEST OF THE STATION,
 CS3092'56 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1
 CS3092'FOOT NORTHEAST OF A POWER POLE.  THE DISK IS STAMPED LOCKETT
 CS3092'NO 2 1948 AND PROJECTS 6 INCHES.
 CS3092'
 CS3092'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF THE
 CS3092'STATION, 59 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3
 CS3092'FEET SOUTHWEST OF A WITNESS POST, 1 FOOT SOUTHWEST OF A POWER
 CS3092'POLE, AND 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE.
 CS3092'THE DISK IS STAMPED LOCKETT 1948 AND PROJECTS 6 INCHES.
 CS3092'
 CS3092'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT
 CS3092'HOUSE SQUARE IN CLEBURNE, GO NORTH EAST ON U.S. HIGHWAY 67
 CS3092'FOR 1.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS3092'
 CS3092'AN 87 FOOT SIGNAL AT KEENE CAN BE SEEN AT 20 FEET.
 CS3092'
 CS3092'A 74 FOOT SIGNAL AT CLEBURNE 1946 CAN BE SEEN AT 20 FEET.
 CS3092'
 CS3092'A 4 FOOT SIGNAL AT 426 (USC AND GS AND SS) CAN BE SEEN AT
 CS3092'50 FEET.
 CS3092'
 CS3092'AN 87 FOOT SIGNAL AT SOUTH CAN BE SEEN AT 50 FEET.
 CS3092'
 CS3092'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CS3092
 CS3092                          STATION RECOVERY (1994)
 CS3092
 CS3092'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3092'MARK NOT FOUND.
 CS3092
 CS3092                          STATION RECOVERY (1999)
 CS3092
 CS3092'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1393 ***********************************************************************
 GL1393  DESIGNATION -  LOCKHART
 GL1393  PID         -  GL1393
 GL1393  STATE/COUNTY-  TX/DALLAM
 GL1393  USGS QUAD   -  DALHART WEST (1973)
 GL1393
 GL1393                         *CURRENT SURVEY CONTROL
 GL1393  ___________________________________________________________________
 GL1393* NAD 83(1993)-  36 05 58.83060(N)    102 37 15.66885(W)     ADJUSTED  
 GL1393* NAVD 88     -      1237.7    (meters)    4061.     (feet)  VERTCON   
 GL1393  ___________________________________________________________________
 GL1393  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 GL1393  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 GL1393
 GL1393  HORZ ORDER  -  FIRST
 GL1393
 GL1393.The horizontal coordinates were established by classical geodetic methods
 GL1393.and adjusted by the National Geodetic Survey in February 1996..
 GL1393
 GL1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1393
 GL1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1393
 GL1393.The geoid height was determined by GEOID03.
 GL1393
 GL1393;                    North         East     Units Scale Factor Converg.
 GL1393;SPC TX N     - 1,233,510.412    99,056.151   MT  0.99998156   -0 38 58.8
 GL1393;SPC TX N     - 4,046,942.08    324,986.72   sFT  0.99998156   -0 38 58.8
 GL1393;UTM  13      - 3,997,624.453   714,160.729   MT  1.00016516   +1 24 08.0
 GL1393
 GL1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1393!SPC TX N     -   0.99980963  x   0.99998156  =   0.99979119
 GL1393!UTM  13      -   0.99980963  x   1.00016516  =   0.99997476
 GL1393
 GL1393|---------------------------------------------------------------------|
 GL1393| PID    Reference Object                     Distance      Geod. Az  |
 GL1393|                                                           dddmmss.s |
 GL1393| CM8993 LOCKHART RM 3                        37.969 METERS 03709     |
 GL1393| CM8991 LOCKHART RM 1                        40.746 METERS 08558     |
 GL1393| GL1390 DALHART COURTHOUSE FLAGPOLE         APPROX. 9.8 KM 1152958.8 |
 GL1393| GL1394 DALHART MUNICIPAL TANK              APPROX.10.8 KM 1191212.8 |
 GL1393| GL1384 DALHART ORANGE BLDG S EDGE STK      APPROX.10.4 KM 1203446.2 |
 GL1393| CM8990 LOCKHART AZ MK                                     1814341.1 |
 GL1393| CM8992 LOCKHART RM 2                        48.620 METERS 18330     |
 GL1393|---------------------------------------------------------------------|
 GL1393
 GL1393                          SUPERSEDED SURVEY CONTROL
 GL1393
 GL1393  NAD 83(1993)-  36 05 58.83028(N)    102 37 15.66971(W) AD(       ) 1
 GL1393  NAD 83(1993)-  36 05 58.83858(N)    102 37 15.66084(W) AD(       ) 1
 GL1393  NAD 83(1993)-  36 05 58.84678(N)    102 37 15.66253(W) AD(       ) 1
 GL1393  NAD 83(1986)-  36 05 58.84063(N)    102 37 15.66014(W) AD(       ) 1
 GL1393  NAD 27      -  36 05 58.72560(N)    102 37 13.94950(W) AD(       ) 1
 GL1393  NGVD 29 (07/19/86) 1237.1    (m)         4059.     (f) VERT ANG       
 GL1393
 GL1393.Superseded values are not recommended for survey control.
 GL1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1393.See file dsdata.txt to determine how the superseded data were derived.
 GL1393
 GL1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV1416197624(NAD 83)
 GL1393_MARKER: DS = TRIANGULATION STATION DISK
 GL1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1393
 GL1393  HISTORY     - Date     Condition        Report By
 GL1393  HISTORY     - 1934     MONUMENTED       CGS
 GL1393  HISTORY     - 1953     GOOD             CGS
 GL1393  HISTORY     - 1960     GOOD             CGS
 GL1393  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GL1393
 GL1393                          STATION DESCRIPTION
 GL1393
 GL1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1393'THIS STATION IS ABOUT 5-1/2 MILES WNW OF DALHART, IN THE SW
 GL1393'1/4, SEC. 18, BLOCK 2.  LOCATED NEAR THE NW CORNER OF A FENCED
 GL1393'AREA S OF THE FARM HOUSE OF J.L. LOCKHART, THE OWNER OF THE
 GL1393'LAND.  THE MARK IS 14 FEET E OF THE FENCE ON THE E SIDE OF
 GL1393'THE ROAD AND 16 FEET S OF THE FENCE ON THE S SIDE OF THE
 GL1393'FARMYARD.  THE MARK PROJECTS 2 INCHES.
 GL1393'
 GL1393'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GL1393'BRONZE DISKS SET IN CONCRETE.
 GL1393'
 GL1393'REFERENCE MARK NO. 1 IS E OF THE STATION.  IT IS 3 FEET SW OF
 GL1393'A CORNER POST IN THE E-W FENCE, WHICH RUNS TO THE N OF THE
 GL1393'STATION.  THE MARK PROJECTS 4 INCHES.
 GL1393'
 GL1393'REFERENCE MARK NO. 2 IS S OF THE STATION.  IT IS 1-1/2 FEET
 GL1393'E OF THE FENCE ON THE E SIDE OF THE ROAD.  THE MARK PROJECTS 2
 GL1393'INCHES.
 GL1393'
 GL1393'AZIMUTH MARK IS ABOUT 0.5 MILE S OF THE STATION.  IT IS 3 FEET
 GL1393'N OF A NE FENCE CORNER POST AND IS 26 FEET W OF THE CENTER
 GL1393'OF THE ROAD.  THE MARK PROJECTS 7 INCHES.
 GL1393'
 GL1393'THE STATION IS REACHED FROM DALHART.  FROM THE STEEL ELEVATOR
 GL1393'AT THE W EDGE OF TOWN, GO NW ON U.S. HIGHWAY 385, 1.4 MILES.
 GL1393'TURN W ON A GRADED ROAD AND GO 4.0 MILES.  TURN N AND GO 1.4
 GL1393'MILES TO THE STATION ON THE E SIDE OF THE ROAD.
 GL1393'
 GL1393'A 50-FOOT TOWER WAS ERECTED.
 GL1393
 GL1393                          STATION RECOVERY (1953)
 GL1393
 GL1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1393'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 GL1393'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 GL1393'
 GL1393'THE STATION IS LOCATED IN A FARMYARD NEAR AN ABANDONED FARMHOUSE,
 GL1393'ABOUT 6 MILES AIRLINE WEST-NORTHWEST OF DALHART, ABOUT 2 MILES
 GL1393'AIRLINE SOUTHWEST OF U.S. HIGHWAY 87, AND ABOUT 14 MILES
 GL1393'AIRLINE WEST-SOUTHWEST OF CHAMBERLIN.
 GL1393'
 GL1393'TO REACH THE STATION FROM THE POST OFFICE IN DALHART GO NORTH
 GL1393'0.15 MILE ON U.S. HIGHWAY 54 TO A CROSS ROAD.  TURN LEFT ONTO
 GL1393'U.S. HIGHWAY 87 AND GO NORTHWEST 7.3 MILES TO A SIDE ROAD ON
 GL1393'THE LEFT.  TURN LEFT AND GO SOUTH 2.2 MILES TO AN ABANDONED
 GL1393'FARMHOUSE AND THE STATION ON THE LEFT.
 GL1393'
 GL1393'THE STATION MARK IS A STANDARD DISK STAMPED, LOCKHART 1934
 GL1393'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 GL1393'WITH THE GROUND.  IT IS 17 FEET EAST OF A FENCE LINE, 42 FEET
 GL1393'EAST OF THE CENTERLINE OF A GRADED ROAD, AND ABOUT 130 FEET
 GL1393'SOUTH-SOUTHWEST OF A FARMHOUSE.
 GL1393'
 GL1393'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, LOCKHART
 GL1393'NO 1 1934 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GL1393'THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS THE SAME
 GL1393'ELEVATION AS THE STATION AND ABOUT 120 FEET SOUTH-SOUTHEAST
 GL1393'OF THE FARMHOUSE.
 GL1393'
 GL1393'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, LOCKHART
 GL1393'NO 2 1934 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GL1393'THAT IS FLUSH WITH THE GROUND.  IT IS 7 FEET EAST OF A FENCE
 GL1393'LINE AND THE SAME ELEVATION AS THE STATION.
 GL1393'
 GL1393'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF THE ROAD
 GL1393'LEADING PAST THE STATION AND IS A REFERENCE MARK DISK STAMPED,
 GL1393'LOCKHART AZIMUTH 1934 SET IN THE TOP OF A 10-INCH SQUARE
 GL1393'CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 GL1393'5 FEET SOUTH OF A FENCE CORNER AND 25 FEET WEST OF THE
 GL1393'CENTERLINE OF THE ROAD.  TO REACH THE AZIMUTH MARK FROM THE
 GL1393'STATION GO SOUTH ON A GRADED NORTH-SOUTH ROAD 0.4 MILE TO A
 GL1393'FENCE CORNER AND THE AZIMUTH MARK ON THE RIGHT.
 GL1393
 GL1393                          STATION RECOVERY (1960)
 GL1393
 GL1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1393'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 GL1393'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 GL1393'NO. 1 WAS DESTROYED.  A NEW REFERENCE MARK NO. 3 WAS SET
 GL1393'BY THIS PARTY.  THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS
 GL1393'PARTY.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE
 GL1393'.10 FOOT LESS THAN PREVIOUSLY MEASURED.  THE DIRECTIONS TO
 GL1393'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE VERIFIED.
 GL1393'
 GL1393'FOLLOWING IS A COMPLETE NEW DESCRIPTION--THE STATION IS
 GL1393'APPROXIMATELY 5-1/2 MILES WEST OF DALHART, IN AN ABANDONED
 GL1393'FARM YARD, AND ON PROPERTY OWNED BY MR. RAY HENDRICKS.
 GL1393'
 GL1393'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 GL1393'AND STATE HIGHWAY 102 ABOUT 9 MILES NORTHWESTERLY OF DALHART,
 GL1393'GO SOUTHEASTERLY ON HIGHWAY 87 FOR 0.95 MILE TO A DIRT ROAD
 GL1393'ON THE RIGHT.  TURN RIGHT, GO 2.1 MILES TO THE ABANDONED
 GL1393'FARM YARD AND THE STATION ON THE LEFT.  CONTINUE STRAIGHT
 GL1393'AHEAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GL1393'
 GL1393'STATION MARK, A STANDARD DISK STAMPED LOCKHART 1934, IS SET
 GL1393'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 GL1393'GROUND.  IT IS 39 FEET SOUTH OF THE CENTER OF A GATE, 38 FEET
 GL1393'EAST OF THE CENTER OF THE DIRT ROAD, 16 FEET EAST OF A FENCE
 GL1393'AND 15.6 FEET EAST OF A METAL WITNESS POST.
 GL1393'
 GL1393'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOCKHART NO 2 1934,
 GL1393'IS SET IN A SQUARE CONCRETE POST WHICH IS 1 INCH BELOW THE
 GL1393'SURFACE OF THE GROUND.  IT IS 28.5 FEET EAST OF THE CENTER OF
 GL1393'THE DIRT ROAD AND 5.5 FEET EAST OF THE FENCE.
 GL1393'
 GL1393'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOCKHART NO 3
 GL1393'1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GL1393'IT IS 113 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 23 FEET
 GL1393'SOUTH OF THE SOUTHEAST CORNER OF AN OLD HOUSE.
 GL1393'
 GL1393'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED LOCKHART
 GL1393'1934 AZIMUTH, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 GL1393'SURFACE OF THE GROUND.  IT IS 27 FEET WEST OF THE CENTER OF
 GL1393'THE DIRT ROAD, 6 FEET SOUTH OF A METAL WITNESS POST AND 5 FEET
 GL1393'SOUTH OF A CORNER FENCE POST.
 GL1393'
 GL1393'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GL1393'
 GL1393'HEIGHT OF LIGHT ABOVE STATION MARK 2.3 METERS.
 GL1393
 GL1393                          STATION RECOVERY (1973)
 GL1393
 GL1393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WC)
 GL1393'THERE ARE NO LONGER ANY BUILDINGS IN THIS AREA AND THE LAND
 GL1393'IS BEING CULTIVATED UP TO THE EDGE OF THE ROAD.  THE STATION
 GL1393'HAS PROBABLY BEEN DESTROYED.  THE AZIMUTH MARK WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2641 ***********************************************************************
 AX2641  DESIGNATION -  LOCKHART ET
 AX2641  PID         -  AX2641
 AX2641  STATE/COUNTY-  TX/CALDWELL
 AX2641  USGS QUAD   -  MARTINDALE (1994)
 AX2641
 AX2641                         *CURRENT SURVEY CONTROL
 AX2641  ___________________________________________________________________
 AX2641* NAD 83(1993)-  29 51 27.38120(N)    097 45 08.65686(W)     ADJUSTED  
 AX2641* NAVD 88     -       196.1    (meters)     643.     (feet)  VERTCON   
 AX2641  ___________________________________________________________________
 AX2641  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AX2641  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2641
 AX2641  HORZ ORDER  -  THIRD
 AX2641
 AX2641.The horizontal coordinates were established by classical geodetic methods
 AX2641.and adjusted by the National Geodetic Survey in February 1996..
 AX2641
 AX2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2641
 AX2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2641
 AX2641.The geoid height was determined by GEOID03.
 AX2641
 AX2641;                    North         East     Units Scale Factor Converg.
 AX2641;SPC TXSC     - 4,224,988.681   720,533.542   MT  0.99990472   +0 36 40.4
 AX2641;SPC TXSC     -13,861,483.70  2,363,950.46   sFT  0.99990472   +0 36 40.4
 AX2641;SPC TX C     - 3,024,060.771   949,376.336   MT  1.00007923   +1 19 45.6
 AX2641;SPC TX C     - 9,921,439.38  3,114,745.53   sFT  1.00007923   +1 19 45.6
 AX2641;UTM  14      - 3,303,660.324   620,503.932   MT  0.99977916   +0 37 16.3
 AX2641
 AX2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2641!SPC TXSC     -   0.99997331  x   0.99990472  =   0.99987803
 AX2641!SPC TX C     -   0.99997331  x   1.00007923  =   1.00005253
 AX2641!UTM  14      -   0.99997331  x   0.99977916  =   0.99975247
 AX2641
 AX2641:                Primary Azimuth Mark                     Grid Az
 AX2641:SPC TXSC     -  MENDOZA ET                               021 04 11.5
 AX2641:SPC TX C     -  MENDOZA ET                               020 21 06.3
 AX2641:UTM  14      -  MENDOZA ET                               021 03 35.6
 AX2641
 AX2641|---------------------------------------------------------------------|
 AX2641| PID    Reference Object                     Distance      Geod. Az  |
 AX2641|                                                           dddmmss.s |
 AX2641| BM0908 MENDOZA ET                          APPROX.17.3 KM 0214051.9 |
 AX2641| AX2628 OLD LOCKHART WT SEC                 APPROX. 7.8 KM 0624308.9 |
 AX2641|---------------------------------------------------------------------|
 AX2641
 AX2641                          SUPERSEDED SURVEY CONTROL
 AX2641
 AX2641  NAD 83(1986)-  29 51 27.39909(N)    097 45 08.64450(W) AD(       ) 3
 AX2641  NAD 27      -  29 51 26.60060(N)    097 45 07.63116(W) AD(       ) 3
 AX2641  NGVD 29 (07/19/86)  196.0    (m)          643.     (f) VERT ANG       
 AX2641
 AX2641.Superseded values are not recommended for survey control.
 AX2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2641.See file dsdata.txt to determine how the superseded data were derived.
 AX2641
 AX2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2050403660(NAD 83)
 AX2641_MARKER: DD = SURVEY DISK
 AX2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2641+STABILITY: SURFACE MOTION
 AX2641
 AX2641  HISTORY     - Date     Condition        Report By
 AX2641  HISTORY     - 1963     MONUMENTED       USGS
 AX2641  HISTORY     - 19930808 GOOD             USPSQD
 AX2641  HISTORY     - 19970210 GOOD             TXDOT
 AX2641  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2641  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2641
 AX2641                          STATION DESCRIPTION
 AX2641
 AX2641'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2641'STATION LOCATED 5.0 MI. WSW. OF THE CENTER OF THE TOWN OF LOCKHART,
 AX2641'THE COUNTY SEAT OF CALDWELL CO., TEXAS.  IT IS ON THE HIGHEST HILL
 AX2641'IN THE VICINITY, AND VERY NEAR THE NEW AMERICAN TELEPHONE AND
 AX2641'TELEGRAPH COMPANY MICRO-WAVE TOWER THAT IS 293 FT. TALL.
 AX2641'
 AX2641'TO REACH FROM THE COURTHOUSE IN LOCKHART, DRIVE W. ON STATE ROAD NO.
 AX2641'142 5.5 MI. TO SIDE RD. ON LEFT, THENCE SE. ON DIRT RD. 1.7 MI. TO
 AX2641'TOP OF HILL AND THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY TOWER
 AX2641'ON RIGHT, IN A LOCKED FENCED ENCLOSURE.  STATION --LOCKHART-ET-- IS
 AX2641'310 FT. SW. OF THE RD. CENTERLINE, 71.3 FT. SW. OF THE S. LEG OF THE
 AX2641'FOUR LEGGED TOWER, ON ABOUT THE HIGHEST GROUND.  A 20 FT. TOWER WILL
 AX2641'CLEAR LINES TO --FLAG HILL-ET-- AND --CROUCH-ET--.
 AX2641'
 AX2641'STATION MARK--STANDARD TABLET IN ROUND CONCRETE POST PROJECTING 0.2
 AX2641'FT.
 AX2641
 AX2641                          STATION RECOVERY (1993)
 AX2641
 AX2641'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2641'RECOVERED IN GOOD CONDITION.
 AX2641
 AX2641                          STATION RECOVERY (1997)
 AX2641
 AX2641'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 AX2641'NOT CLEAR AT TRIPOD HEIGHT, RADIO TOWER AND BUILDING OBSCURES VIEW TO
 AX2641'NNE.  STATION IS 16 FT (4.9 M) N OF DIRT TRAIL AND 86 FT (26.2 M) SW
 AX2641'OF CHAIN LINK FCP AT SW TOWER LEG.
 AX2641
 AX2641                          STATION RECOVERY (1999)
 AX2641
 AX2641'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2641'MARK NOT FOUND.
 AX2641
 AX2641                          STATION RECOVERY (2003)
 AX2641
 AX2641'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0967 ***********************************************************************
 AY0967  CBN         -  This is a Cooperative Base Network Control Station.
 AY0967  DESIGNATION -  LOCKHILL 2
 AY0967  PID         -  AY0967
 AY0967  STATE/COUNTY-  TX/BEXAR
 AY0967  USGS QUAD   -  CASTLE HILLS (1992)
 AY0967
 AY0967                         *CURRENT SURVEY CONTROL
 AY0967  ___________________________________________________________________
 AY0967* NAD 83(1993)-  29 33 24.84933(N)    098 35 17.23283(W)     ADJUSTED  
 AY0967* NAVD 88     -       323.908  (meters)    1062.69   (feet)  ADJUSTED  
 AY0967  ___________________________________________________________________
 AY0967  X           -    -829,217.937 (meters)                     COMP
 AY0967  Y           -  -5,490,647.588 (meters)                     COMP
 AY0967  Z           -   3,127,890.283 (meters)                     COMP
 AY0967  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 AY0967  ELLIP HEIGHT-         298.94  (meters)          (10/23/00) GPS OBS
 AY0967  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AY0967  DYNAMIC HT  -         323.433 (meters)    1061.13  (feet)  COMP
 AY0967  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 AY0967
 AY0967  HORZ ORDER  -  B
 AY0967  VERT ORDER  -  FIRST     CLASS II
 AY0967  ELLP ORDER  -  FOURTH    CLASS II
 AY0967
 AY0967.The horizontal coordinates were established by GPS observations
 AY0967.and adjusted by the National Geodetic Survey in May 1994..
 AY0967
 AY0967.The orthometric height was determined by differential leveling
 AY0967.and adjusted by the National Geodetic Survey in June 1991..
 AY0967
 AY0967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY0967
 AY0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0967
 AY0967.The ellipsoidal height was determined by GPS observations
 AY0967.and is referenced to NAD 83.
 AY0967
 AY0967.The geoid height was determined by GEOID03.
 AY0967
 AY0967.The dynamic height is computed by dividing the NAVD 88
 AY0967.geopotential number by the normal gravity value computed on the
 AY0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0967.degrees latitude (g = 980.6199 gals.).
 AY0967
 AY0967.The modeled gravity was interpolated from observed gravity values.
 AY0967
 AY0967;                    North         East     Units Scale Factor Converg.
 AY0967;SPC TXSC     - 4,191,087.651   639,910.862   MT  0.99987072   +0 12 06.4
 AY0967;SPC TXSC     -13,750,260.07  2,099,440.89   sFT  0.99987072   +0 12 06.4
 AY0967;UTM  14      - 3,269,758.964   539,900.316   MT  0.99961964   +0 12 11.4
 AY0967
 AY0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0967!SPC TXSC     -   0.99995305  x   0.99987072  =   0.99982378
 AY0967!UTM  14      -   0.99995305  x   0.99961964  =   0.99957271
 AY0967
 AY0967:                Primary Azimuth Mark                     Grid Az
 AY0967:SPC TXSC     -  LOCKHILL 1953 AZ MK                      155 52 43.8
 AY0967:UTM  14      -  LOCKHILL 1953 AZ MK                      155 52 38.8
 AY0967
 AY0967|---------------------------------------------------------------------|
 AY0967| PID    Reference Object                     Distance      Geod. Az  |
 AY0967|                                                           dddmmss.s |
 AY0967| AY1964 LOCKHILL 1953 AZ MK                 APPROX. 2.7 KM 1560450.2 |
 AY0967| AY0968 LOCKHILL 2 RM 3                      13.669 METERS 15616     |
 AY0967| AY0966 LOCKHILL                             10.251 METERS 23956     |
 AY0967| AY0969 LOCKHILL 2 RM 4                      11.374 METERS 33452     |
 AY0967|---------------------------------------------------------------------|
 AY0967
 AY0967                          SUPERSEDED SURVEY CONTROL
 AY0967
 AY0967  ELLIP H (05/09/94)  299.01   (m)                       GP(       ) 4 2
 AY0967  NAD 83(1986)-  29 33 24.85388(N)    098 35 17.21564(W) AD(       ) 2
 AY0967  NAD 27      -  29 33 24.03100(N)    098 35 16.14400(W) AD(       ) 2
 AY0967  NAVD 88 (05/09/94)  323.91   (m)         1062.7    (f) LEVELING    3  
 AY0967  NGVD 29 (07/19/86)  323.26   (m)         1060.6    (f) LEVELING    3  
 AY0967
 AY0967.Superseded values are not recommended for survey control.
 AY0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0967.See file dsdata.txt to determine how the superseded data were derived.
 AY0967
 AY0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3990069759(NAD 83)
 AY0967_MARKER: DS = TRIANGULATION STATION DISK
 AY0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0967_SP_SET: SQUARE CONCRETE MONUMENT
 AY0967_STAMPING: LOCKHILL 2 1965
 AY0967_MARK LOGO: CGS   
 AY0967_PROJECTION: FLUSH
 AY0967_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0967+STABILITY: SURFACE MOTION
 AY0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0967+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 AY0967
 AY0967  HISTORY     - Date     Condition        Report By
 AY0967  HISTORY     - 1965     MONUMENTED       CGS
 AY0967  HISTORY     - 1965     GOOD             CGS
 AY0967  HISTORY     - 1982     GOOD             NGS
 AY0967  HISTORY     - 1990     GOOD             USPSQD
 AY0967  HISTORY     - 19930306 GOOD             NGS
 AY0967  HISTORY     - 19930629 GOOD             GWMSI
 AY0967  HISTORY     - 19970308 GOOD             NGS
 AY0967  HISTORY     - 20060713 GOOD             LDACE
 AY0967
 AY0967                          STATION DESCRIPTION
 AY0967
 AY0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 AY0967'THE STATION IS ABOUT 11 MILES NORTHWEST FROM DOWN TOWN SAN
 AY0967'ANTONIO, ABOUT 5 MILES SOUTHEAST OF LEON SPRINGS, ALONG
 AY0967'THE NORTHEAST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 10, AND
 AY0967'0.15 MILE NORTHWEST OF THE LOCKHILL SCHOOL.
 AY0967'
 AY0967'TO REACH THE STATION FROM THE JUNCTION OF LOOP 410 AND
 AY0967'INTERSTATE 10 (U.S. HIGHWAY 87) WHICH IS ABOUT 7 MILES NORTH
 AY0967'OF THE CENTER OF SAN ANTONIO, GO NORTHWEST ON INTERSTATE
 AY0967'10 FOR 4.7 MILES TO THE LOCKHILL SCHOOL ON THE RIGHT.  CONTINUE
 AY0967'ON INTERSTATE 10 FOR 0.15 MILE TO SUMMIT OF HILL AND THE
 AY0967'STATION ON THE RIGHT.
 AY0967'
 AY0967'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 AY0967'ON THE NORTHEAST SERVICE ROAD FOR 1.05 MILES TO HUEBNER
 AY0967'ROAD.  TURN RIGHT, UNDER THE OVERPASS, GO 0.2 MILE TO BUSINESS
 AY0967'U.S. HIGHWAY 87, TURN LEFT AND FOLLOW THE HIGHWAY FOR 0.65
 AY0967'MILE TO THE AZIMUTH MARK ON THE LEFT.
 AY0967'
 AY0967'STATION MARKS, ARE STANDARD DISKS STAMPED LOCKHILL 2 1965.
 AY0967'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 AY0967'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 117 FEET
 AY0967'NORTHEAST OF THE CENTER LINE OF HIGHWAY, 59 FEET SOUTHEAST
 AY0967'OF POWER LINE POLE NO. N-11-3, 1 FOOT SOUTHWEST OF THE
 AY0967'RIGHT-OF-WAY FENCE LINE, 76 FEET SOUTHEAST OF AN UNDER GROUND
 AY0967'TELEPHONE CABLE MANHOLE, AND 2 FEET SOUTHEAST OF A METAL
 AY0967'WITNESS POST.
 AY0967'
 AY0967'THE UNDER GROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AY0967'32 INCHES BELOW THE SURFACE OF THE GROUND.
 AY0967'
 AY0967'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOCKHILL NO 2 NO
 AY0967'3 1965, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 5
 AY0967'INCHES ABOVE THE GROUND.  IT IS 117 FEET NORTHEAST OF THE
 AY0967'CENTER LINE OF THE HIGHWAY, 136 FEET NORTHWEST OF POWER LINE
 AY0967'POLE NO. N-11-2, AND 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY
 AY0967'FENCE LINE.
 AY0967'
 AY0967'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED LOCKHILL 2
 AY0967'NO 4 1965, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AY0967'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 117 FEET
 AY0967'NORTHEAST OF THE CENTER LINE OF HIGHWAY, 22 FEET SOUTHEAST
 AY0967'OF POWER LINE POLE NO. N-11-3, AND 1 FOOT SOUTHWEST OF THE
 AY0967'RIGHT-OF-WAY FENCE.
 AY0967'
 AY0967'AZIMUTH MARK, A STANDARD DISK STAMPED LOCKHILL 1953, IS
 AY0967'SET IN A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS ABOUT
 AY0967'2 INCHES.  IT IS 64 FEET NORTHEAST OF THE CENTER LINE OF
 AY0967'BUSINESS U.S. HIGHWAY 87, 46 FEET WEST OF THE RIGHT-OF-WAY
 AY0967'FENCE LINE, AND 10 FEET NORTHWEST OF A TREE.
 AY0967'
 AY0967'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 AY0967
 AY0967                          STATION RECOVERY (1965)
 AY0967
 AY0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AY0967'4.85 MI NW FROM SAN ANTONIO.
 AY0967'ABOUT 4.85 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 AY0967'JUNCTION OF LOOP 410 AND INTERSTATE HIGHWAY 10 WHICH IS ABOUT 7 MILES
 AY0967'NORTH OF THE CENTER OF SAN ANTONIO.  OR 1.1 MILES NORTHWEST ALONG
 AY0967'INTERSTATE HIGHWAY 10 FROM ITS JUNCTION WITH HUEBNER ROAD, TO SITE OF
 AY0967'MARK.  117 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 59 FEET
 AY0967'SOUTHEAST OF POWER LINE POLE NO. N-11-3, 76 FEET SOUTHEAST OF AN
 AY0967'UNDERGROUND TELEPHONE CABLE MANHOLE, AND 2 FEET SOUTHEAST OF A METAL
 AY0967'WITNESS POST.  THE MARK IS AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 AY0967'STATION 743 + 54.  A STANDARD TRIANGULATION STATION DISK SET IN A 12 X
 AY0967'12 IN. CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE
 AY0967'OF GROUND.
 AY0967
 AY0967                          STATION RECOVERY (1982)
 AY0967
 AY0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0967'THE MARK IS 0.3 M ABOVE FRONTAGE ROAD.
 AY0967'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY0967'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY0967'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY0967'THENCE 14.0 KM (8.75 MI) NORTHWEST ALONG FREDERICKSBURG ROAD, THENCE
 AY0967'0.4 KM (0.25 MI) NORTHEAST ALONG HUEBNER ROAD, THENCE 1.6 KM (1.05 MI)
 AY0967'NORTHWEST ALONG THE EAST FRONTAGE ROAD, AT THE TOP OF THE HILL AND
 AY0967'MARK IS SET IN THE NORTH NORTHEAST RIGHT OF WAY FENCE LINE.
 AY0967'MARK IS 9.7 METERS (32.0 FT) EAST NORTHEAST OF THE CENTER OF EAST
 AY0967'FRONTAGE ROAD, 17.9 METERS (59.0 FT) SOUTH SOUTHEAST OF A POWERLINE
 AY0967'POLE NUMBER N 113, 0.15 METERS (0.5 FT) WEST SOUTHWEST OF THE RIGHT OF
 AY0967'WAY FENCE LINE, 11.37 (37.32 FT) SOUTH SOUTHEAST OF RM 4, AND
 AY0967'13.66 METERS (44.85 FT) NORTH NORTHWEST OF RM 3.
 AY0967'THE MARK IS 0.52 METERS  WSW FROM A WITNESS POST.
 AY0967
 AY0967                          STATION RECOVERY (1990)
 AY0967
 AY0967'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0967'RECOVERED IN GOOD CONDITION.
 AY0967
 AY0967                          STATION RECOVERY (1993)
 AY0967
 AY0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AY0967'STATION IS LOCATED ABOUT 18 KM (11.20 MI) NORTHWEST OF DOWNTOWN SAN
 AY0967'ANTONIO, 3.8 KM (2.35 MI) SOUTHEAST OF LOOP 1604 (ANDERSON LOOP),
 AY0967'ALONG THE WESTBOUND FRONTAGE ROAD (0NE-WAY) OF INTERSTATE HIGHWAY 10,
 AY0967'ACROSS THE HIGHWAY FROM A LARGE FLAGPOLE AT A HONDA DEALERSHIP, ON
 AY0967'THE RIGHT-OF-WAY, ADJACENT TO LOW TREES AND BRUSH.  OWNERSHIP--TEXAS
 AY0967'DEPARTMENT OF TRANSPORTATION.
 AY0967'TO REACH FROM THE UNDERPASS AT EXIT 559 OF INTERSTATE HIGHWAY 10, GO
 AY0967'NORTHEAST ON HUEBNER ROAD FOR 30 M (98.4 FT) TO A CROSSROAD.  TURN
 AY0967'LEFT, NORTHWEST, ON THE FRONTAGE ROAD FOR 1.50 KM (0.95 MI) TO A
 AY0967'METAL TOWER POWERLINE CROSSING.  CONTINUE AHEAD FOR 0.17 KM
 AY0967'(0.10 MI) TO HIGH GROUND AND THE STATION ON THE RIGHT.
 AY0967'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 AY0967'WITH THE GROUND ON THE EAST-WEST RIDGE.  IT IS 5.0 M (16.4 FT) EAST
 AY0967'OF THE ROAD CURB, 0.1 M (0.3 FT) WEST OF THE RIGHT-OF-WAY FENCE, 0.5
 AY0967'M (1.6 FT) EAST-SOUTHEAST OF A METAL WITNESS POST IN THE FENCE LINE,
 AY0967'9.3 M (30.5 FT) SOUTH OF THE SOUTHEAST CORNER OF A WATER METER COVER,
 AY0967'18.1 M (59.4 FT) SOUTH OF POWERLINE POLE N 11 3, AND 55.1 M
 AY0967'(180.8 FT) NORTH OF POWERLINE POLE N 11 2.
 AY0967
 AY0967                          STATION RECOVERY (1993)
 AY0967
 AY0967'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1993 (GM)
 AY0967'RECOVERED AS DESCRIBED.
 AY0967
 AY0967                          STATION RECOVERY (1997)
 AY0967
 AY0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AY0967'NOTE-THE FENCE LINE IN THE DESCRIPTION HAS BEEN REMOVED,ALL OTHER
 AY0967'DIRECTIONS AND DISTANCES TO THE MARK ARE CORRECT.
 AY0967
 AY0967                          STATION RECOVERY (2006)
 AY0967
 AY0967'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2006 (GKS)
 AY0967'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0968 ***********************************************************************
 AY0968  DESIGNATION -  LOCKHILL 2 RM 3
 AY0968  PID         -  AY0968
 AY0968  STATE/COUNTY-  TX/BEXAR
 AY0968  USGS QUAD   -  CASTLE HILLS (1992)
 AY0968
 AY0968                         *CURRENT SURVEY CONTROL
 AY0968  ___________________________________________________________________
 AY0968* NAD 83(1986)-  29 33 25.     (N)    098 35 17.     (W)     SCALED    
 AY0968* NAVD 88     -       324.217  (meters)    1063.70   (feet)  ADJUSTED  
 AY0968  ___________________________________________________________________
 AY0968  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AY0968  DYNAMIC HT  -         323.741 (meters)    1062.14  (feet)  COMP
 AY0968  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 AY0968
 AY0968  VERT ORDER  -  FIRST     CLASS II
 AY0968
 AY0968.The horizontal coordinates were scaled from a topographic map and have
 AY0968.an estimated accuracy of +/- 6 seconds.
 AY0968
 AY0968.The orthometric height was determined by differential leveling
 AY0968.and adjusted by the National Geodetic Survey in June 1991..
 AY0968
 AY0968.The geoid height was determined by GEOID03.
 AY0968
 AY0968.The dynamic height is computed by dividing the NAVD 88
 AY0968.geopotential number by the normal gravity value computed on the
 AY0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0968.degrees latitude (g = 980.6199 gals.).
 AY0968
 AY0968.The modeled gravity was interpolated from observed gravity values.
 AY0968
 AY0968;                    North         East    Units  Estimated Accuracy
 AY0968;SPC TXSC     - 4,191,090.      639,920.      MT  (+/- 180 meters Scaled)
 AY0968
 AY0968                          SUPERSEDED SURVEY CONTROL
 AY0968
 AY0968.No superseded survey control is available for this station.
 AY0968
 AY0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT399697(NAD 83)
 AY0968_MARKER: DR = REFERENCE MARK DISK
 AY0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0968_STAMPING: LOCKHILL 2 NO 3 1965
 AY0968_MARK LOGO: CGS   
 AY0968_PROJECTION: PROJECTING
 AY0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0968+STABILITY: SURFACE MOTION
 AY0968
 AY0968  HISTORY     - Date     Condition        Report By
 AY0968  HISTORY     - 1965     MONUMENTED       CGS
 AY0968  HISTORY     - 1982     GOOD             NGS
 AY0968  HISTORY     - 1990     GOOD             USPSQD
 AY0968  HISTORY     - 19991117 GOOD             USPSQD
 AY0968
 AY0968                          STATION DESCRIPTION
 AY0968
 AY0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AY0968'4.85 MI NW FROM SAN ANTONIO.
 AY0968'ABOUT 4.85 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 AY0968'JUNCTION OF LOOP 410 AND INTERSTATE HIGHWAY 10 WHICH IS ABOUT 7 MILES
 AY0968'NORTH OF THE CENTER OF SAN ANTONIO.  OR 1.1 MILES NORTHWEST ALONG
 AY0968'INTERSTATE HIGHWAY 10 FROM THE JUNCTION OF HEUBNER ROAD TO SITE OF
 AY0968'BENCH MARK.  117 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 136
 AY0968'FEET NORTHWEST OF POWER LINE POLE N-11-2, 44.85 FEET SOUTHEAST OF
 AY0968'TRIANGULATION STATION LOCKHILL 2, AND 1 FOOT SOUTHWEST OF THE
 AY0968'RIGHT-OF-WAY FENCE LINE.  IT IS AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 AY0968'STATION 743 + 09.  A STANDARD REFERENCE MARK DISK SET IN A 12 X 12 IN.
 AY0968'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 AY0968'GROUND.
 AY0968
 AY0968                          STATION RECOVERY (1982)
 AY0968
 AY0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0968'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY0968'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY0968'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY0968'THENCE 14.0 KM (8.75 MI) NORTHWEST ALONG FREDERICKSBURG ROAD, THENCE
 AY0968'0.4 KM (0.25 MI) NORTHEAST ALONG HUEBNER ROAD, THENCE 1.6 KM (1.05 MI)
 AY0968'NORTHWEST ALONG EAST FRONTAGE ROAD, AT THE TOP OF THE HILL, 9.7 METERS
 AY0968'(32.0 FT) EAST NORTHEAST OF THE CENTER OF EAST FRONTAGE ROAD.
 AY0968'31.6 METERS (104.0 FT) SOUTH SOUTHEAST OF A POWERLINE POLE NUMBER N
 AY0968'113, 41.4 METERS (136.0 FT) NORTH NORTHWEST OF A POWERLINE POLE N 112,
 AY0968'0.15 METERS (0.5 FT) WEST SOUTHWEST OF THE RIGHT OF WAY FENCE LINE,
 AY0968'AND 13.69 METERS (44.85 FT) SOUTH SOUTHEAST OF STATION LOCKHILL 2
 AY0968'1965.
 AY0968'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 AY0968'THE MARK IS 0.3 M ABOVE FRONTAGE ROAD.
 AY0968
 AY0968                          STATION RECOVERY (1990)
 AY0968
 AY0968'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0968'RECOVERED IN GOOD CONDITION.
 AY0968
 AY0968                          STATION RECOVERY (1999)
 AY0968
 AY0968'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0969 ***********************************************************************
 AY0969  DESIGNATION -  LOCKHILL 2 RM 4
 AY0969  PID         -  AY0969
 AY0969  STATE/COUNTY-  TX/BEXAR
 AY0969  USGS QUAD   -  CASTLE HILLS (1992)
 AY0969
 AY0969                         *CURRENT SURVEY CONTROL
 AY0969  ___________________________________________________________________
 AY0969* NAD 83(1986)-  29 33 25.     (N)    098 35 17.     (W)     SCALED    
 AY0969* NAVD 88     -       323.900  (meters)    1062.66   (feet)  ADJUSTED  
 AY0969  ___________________________________________________________________
 AY0969  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AY0969  DYNAMIC HT  -         323.425 (meters)    1061.10  (feet)  COMP
 AY0969  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 AY0969
 AY0969  VERT ORDER  -  FIRST     CLASS II
 AY0969
 AY0969.The horizontal coordinates were scaled from a topographic map and have
 AY0969.an estimated accuracy of +/- 6 seconds.
 AY0969
 AY0969.The orthometric height was determined by differential leveling
 AY0969.and adjusted by the National Geodetic Survey in June 1991..
 AY0969
 AY0969.The geoid height was determined by GEOID03.
 AY0969
 AY0969.The dynamic height is computed by dividing the NAVD 88
 AY0969.geopotential number by the normal gravity value computed on the
 AY0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0969.degrees latitude (g = 980.6199 gals.).
 AY0969
 AY0969.The modeled gravity was interpolated from observed gravity values.
 AY0969
 AY0969;                    North         East    Units  Estimated Accuracy
 AY0969;SPC TXSC     - 4,191,090.      639,920.      MT  (+/- 180 meters Scaled)
 AY0969
 AY0969                          SUPERSEDED SURVEY CONTROL
 AY0969
 AY0969.No superseded survey control is available for this station.
 AY0969
 AY0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT399697(NAD 83)
 AY0969_MARKER: DR = REFERENCE MARK DISK
 AY0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0969_STAMPING: LOCKHILL 2 NO 4 1965
 AY0969_MARK LOGO: CGS   
 AY0969_PROJECTION: PROJECTING 6 CENTIMETERS
 AY0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0969+STABILITY: SURFACE MOTION
 AY0969
 AY0969  HISTORY     - Date     Condition        Report By
 AY0969  HISTORY     - 1965     MONUMENTED       CGS
 AY0969  HISTORY     - 1982     GOOD             NGS
 AY0969  HISTORY     - 1990     GOOD             USPSQD
 AY0969  HISTORY     - 19991117 GOOD             USPSQD
 AY0969
 AY0969                          STATION DESCRIPTION
 AY0969
 AY0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AY0969'4.85 MI NW FROM SAN ANTONIO.
 AY0969'ABOUT 4.85 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 AY0969'JUNCTION OF LOOP 410 AND INTERSTATE HIGHWAY 10 WHICH IS ABOUT 7 MILES
 AY0969'NORTH OF THE CENTER OF SAN ANTONIO.  OR 1.1 MILES NORTHWEST ALONG
 AY0969'INTERSTATE HIGHWAY 10 FROM THE JUNCTION OF HUEBNER ROAD, TO SITE OF
 AY0969'BENCH MARK, 117 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 22 FEET
 AY0969'SOUTHEAST OF POWER LINE POLE NO. N-11-3, 37.32 FEET NORTHWEST OF
 AY0969'TRIANGULATION STATION LOCKHILL 2, AND 1 FOOT SOUTHWEST OF THE
 AY0969'RIGHT-OF-WAY FENCE LINE.  IT IS AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 AY0969'STATION 743 + 90.  A STANDARD REFERENCE MARK DISK SET IN A 12 X 12 IN.
 AY0969'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 AY0969'GROUND.
 AY0969
 AY0969                          STATION RECOVERY (1982)
 AY0969
 AY0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0969'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY0969'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY0969'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY0969'THENCE 14.0 KM (8.75 MI) NORTHWEST ALONG FREDERICKSBURG ROAD,
 AY0969'THENCE 0.4 KM (0.25 MI) NORTHEAST ALONG HUEBNER ROAD, THENCE 1.6 KM
 AY0969'(1.05 MI) NORTHWEST ALONG EAST FRONTAGE ROAD, AT THE TOP OF THE HILL,
 AY0969'9.7 METERS (32.0 FT) EAST NORTHEAST OF THE CENTER OF EAST FRONTAGE
 AY0969'ROAD, 6.7 METERS (22.0 FT) SOUTH SOUTHEAST OF A POWERLINE POLE NUMBER
 AY0969'113, 0.15 METERS (0.5 FT) WEST SOUTHWEST OF THE RIGHT OF WAY FENCE
 AY0969'LINE, AND 11.37 METERS (37.32 FT) NORTH NORTHWEST OF STATION LOCKHILL
 AY0969'2 1965.
 AY0969'THE MARK IS 0.03 METERS  NNW FROM A WITNESS POST.
 AY0969'THE MARK IS 0.3 M ABOVE FRONTAGE ROAD.
 AY0969
 AY0969                          STATION RECOVERY (1990)
 AY0969
 AY0969'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0969'RECOVERED IN GOOD CONDITION.
 AY0969
 AY0969                          STATION RECOVERY (1999)
 AY0969
 AY0969'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0287 ***********************************************************************
 EN0287  DESIGNATION -  LOCKNEY
 EN0287  PID         -  EN0287
 EN0287  STATE/COUNTY-  TX/FLOYD
 EN0287  USGS QUAD   -  LOCKNEY (1965)
 EN0287
 EN0287                         *CURRENT SURVEY CONTROL
 EN0287  ___________________________________________________________________
 EN0287* NAD 83(1986)-  34 07 16.     (N)    101 26 48.     (W)     SCALED    
 EN0287* NAVD 88     -      1000.899  (meters)    3283.78   (feet)  ADJUSTED  
 EN0287  ___________________________________________________________________
 EN0287  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EN0287  DYNAMIC HT  -         999.616 (meters)    3279.57  (feet)  COMP
 EN0287  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 EN0287
 EN0287  VERT ORDER  -  FIRST     CLASS II
 EN0287
 EN0287.The horizontal coordinates were scaled from a topographic map and have
 EN0287.an estimated accuracy of +/- 6 seconds.
 EN0287
 EN0287.The orthometric height was determined by differential leveling
 EN0287.and adjusted by the National Geodetic Survey in June 1991..
 EN0287
 EN0287.The geoid height was determined by GEOID03.
 EN0287
 EN0287.The dynamic height is computed by dividing the NAVD 88
 EN0287.geopotential number by the normal gravity value computed on the
 EN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0287.degrees latitude (g = 980.6199 gals.).
 EN0287
 EN0287.The modeled gravity was interpolated from observed gravity values.
 EN0287
 EN0287;                    North         East    Units  Estimated Accuracy
 EN0287;SPC TXNC     - 2,276,000.      328,180.      MT  (+/- 180 meters Scaled)
 EN0287
 EN0287                          SUPERSEDED SURVEY CONTROL
 EN0287
 EN0287  NGVD 29 (??/??/92) 1000.524  (m)         3282.55   (f) ADJ UNCH    1 2
 EN0287
 EN0287.Superseded values are not recommended for survey control.
 EN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0287.See file dsdata.txt to determine how the superseded data were derived.
 EN0287
 EN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC743782(NAD 83)
 EN0287_MARKER: DB = BENCH MARK DISK
 EN0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0287_SP_SET: BUILDING
 EN0287_STAMPING: 3282.552 LOCKNEY 1933
 EN0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0287
 EN0287  HISTORY     - Date     Condition        Report By
 EN0287  HISTORY     - 1933     MONUMENTED       CGS
 EN0287  HISTORY     - 1958     GOOD             NGS
 EN0287
 EN0287                          STATION DESCRIPTION
 EN0287
 EN0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0287'IN ROCKNEY.
 EN0287'ON FOURTH STREET, AT THE MAIN ENTRANCE TO THE HIGH SCHOOL, IN THE EAST
 EN0287'SIDE OF THE BUILDING, 40 INCHES NORTH OF THE DOOR, AND ABOUT 3-1/4
 EN0287'FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 3282.552
 EN0287'LOCKNEY 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0915 ***********************************************************************
 EN0915  DESIGNATION -  LOCKNEY
 EN0915  PID         -  EN0915
 EN0915  STATE/COUNTY-  TX/FLOYD
 EN0915  USGS QUAD   -  LOCKNEY (1965)
 EN0915
 EN0915                         *CURRENT SURVEY CONTROL
 EN0915  ___________________________________________________________________
 EN0915* NAD 83(1993)-  34 07 23.01644(N)    101 26 10.67048(W)     ADJUSTED  
 EN0915* NAVD 88     -       998.     (meters)    3274.     (feet)  SCALED    
 EN0915  ___________________________________________________________________
 EN0915  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 EN0915  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EN0915
 EN0915  HORZ ORDER  -  SECOND
 EN0915
 EN0915.The horizontal coordinates were established by classical geodetic methods
 EN0915.and adjusted by the National Geodetic Survey in February 1996..
 EN0915
 EN0915.The orthometric height was scaled from a topographic map.
 EN0915
 EN0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0915
 EN0915.The geoid height was determined by GEOID03.
 EN0915
 EN0915;                    North         East     Units Scale Factor Converg.
 EN0915;SPC TXNC     - 2,276,193.107   329,145.039   MT  1.00004738   -1 36 05.2
 EN0915;SPC TXNC     - 7,467,810.22  1,079,870.02   sFT  1.00004738   -1 36 05.2
 EN0915;UTM  14      - 3,778,481.511   275,312.882   MT  1.00022236   -1 22 02.2
 EN0915
 EN0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0915!SPC TXNC     -   0.99984750  x   1.00004738  =   0.99989487
 EN0915!UTM  14      -   0.99984750  x   1.00022236  =   1.00006983
 EN0915
 EN0915|---------------------------------------------------------------------|
 EN0915| PID    Reference Object                     Distance      Geod. Az  |
 EN0915|                                                           dddmmss.s |
 EN0915| CJ7743 LOCKNEY RM 1                         19.400 METERS 17131     |
 EN0915| CJ7742 LOCKNEY AZ MK                                      1785927.2 |
 EN0915| CJ7744 LOCKNEY RM 2                         22.096 METERS 25807     |
 EN0915|---------------------------------------------------------------------|
 EN0915
 EN0915                          SUPERSEDED SURVEY CONTROL
 EN0915
 EN0915  NAD 83(1993)-  34 07 23.01669(N)    101 26 10.66780(W) AD(       ) 2
 EN0915  NAD 83(1986)-  34 07 23.02256(N)    101 26 10.66494(W) AD(       ) 2
 EN0915  NAD 27      -  34 07 22.75696(N)    101 26 09.07935(W) AD(       ) 2
 EN0915
 EN0915.Superseded values are not recommended for survey control.
 EN0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0915.See file dsdata.txt to determine how the superseded data were derived.
 EN0915
 EN0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC7531378482(NAD 83)
 EN0915_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EN0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0915
 EN0915  HISTORY     - Date     Condition        Report By
 EN0915  HISTORY     - 1964     MONUMENTED       CGS
 EN0915
 EN0915                          STATION DESCRIPTION
 EN0915
 EN0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0915'THE STATION IS NEAR THE SOUTHWEST CORNER OF THE FOOTBALL FIELD IN
 EN0915'LOCKNEY, ON CITY PROPERTY.
 EN0915'
 EN0915'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 387 AND 97 JUST
 EN0915'NORTH OF THE POST OFFICE IN LOCKNEY, GO EAST ON FARM ROAD 97 FOR
 EN0915'0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD
 EN0915'FOR 0.1 MILE TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH MARK,
 EN0915'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.35 MILE TO A PAVED T-ROAD
 EN0915'INTERSECTION.  TURN LEFT ON PAVED ROAD AND GO EAST FOR 0.05 MILE
 EN0915'TO THE MARK ON THE RIGHT.) TURN LEFT AND GO EAST ON GRAVELED ROAD
 EN0915'FOR 0.05 MILE TO THE EDGE OF THE FOOTBALL FIELD AND THE STATION ON
 EN0915'THE LEFT.
 EN0915'
 EN0915'STATION MARK IS A STANDARD DISK, STAMPED LOCKNEY 1964, SET IN THE
 EN0915'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EN0915'SURFACE.  IT IS 97 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 EN0915'76 FEET NORTH-NORTHEAST OF A POWERLINE POLE, 63.7 FEET NORTH OF A
 EN0915'CABLE FENCE, 48.7 FEET SOUTHWEST OF THE SOUTH GATE POST OF A
 EN0915'METAL GATE TO THE FOOTBALL FIELD AND 37 FEET WEST OF A FENCE
 EN0915'AROUND THE FOOTBALL FIELD.
 EN0915'
 EN0915'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOCKNEY NO 1 1964, SET
 EN0915'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0915'IT IS 38 FEET EAST-NORTHEAST OF THE POWERLINE POLE, 34 FEET NORTH OF
 EN0915'THE CENTERLINE OF THE GRAVELED ROAD, 29 FEET WEST-NORTHWEST OF
 EN0915'SOUTHWEST CORNER POST OF THE FOOTBALL FENCE, IN THE CABLE FENCELINE
 EN0915'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0915'
 EN0915'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOCKNEY NO 2 1964, SET
 EN0915'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 EN0915'IT IS 83 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 70 FEET
 EN0915'NORTHWEST OF THE POWERLINE POLE, 49 FEET NORTH OF THE CABLE
 EN0915'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0915'
 EN0915'AZIMUTH MARK IS A STANDARD DISK, STAMPED LOCKNEY 1964, SET IN THE
 EN0915'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 29
 EN0915'FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 2.3 FEET EAST OF A
 EN0915'WITNESS POST AND 1.7 FEET WEST OF A TELEPHONE LINE POLE.
 EN0915'
 EN0915'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0836 ***********************************************************************
 EN0836  DESIGNATION -  LOCKNEY ATT MICRO RELAY MST
 EN0836  PID         -  EN0836
 EN0836  STATE/COUNTY-  TX/FLOYD
 EN0836  USGS QUAD   -  STERLEY (1966)
 EN0836
 EN0836                         *CURRENT SURVEY CONTROL
 EN0836  ___________________________________________________________________
 EN0836* NAD 83(1993)-  34 11 05.66448(N)    101 26 00.36487(W)     ADJUSTED  
 EN0836* NAVD 88     -                                                        
 EN0836  ___________________________________________________________________
 EN0836  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 EN0836  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 EN0836
 EN0836  HORZ ORDER  -  THIRD
 EN0836
 EN0836.The horizontal coordinates were established by classical geodetic methods
 EN0836.and adjusted by the National Geodetic Survey in February 1996..
 EN0836
 EN0836
 EN0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0836
 EN0836.The geoid height was determined by GEOID03.
 EN0836
 EN0836;                    North         East     Units Scale Factor Converg.
 EN0836;SPC TXNC     - 2,283,043.804   329,600.583   MT  1.00006818   -1 35 59.6
 EN0836;SPC TXNC     - 7,490,286.21  1,081,364.58   sFT  1.00006818   -1 35 59.6
 EN0836;SPC TX N     - 1,020,516.294   206,137.126   MT  1.00014024   +0 02 18.9
 EN0836;SPC TX N     - 3,348,143.87    676,301.55   sFT  1.00014024   +0 02 18.9
 EN0836;UTM  14      - 3,785,335.126   275,740.619   MT  1.00021998   -1 22 04.2
 EN0836
 EN0836                          SUPERSEDED SURVEY CONTROL
 EN0836
 EN0836  NAD 83(1993)-  34 11 05.66632(N)    101 26 00.36255(W) AD(       ) 4
 EN0836  NAD 83(1986)-  34 11 05.67078(N)    101 26 00.35840(W) AD(       ) 4
 EN0836  NAD 27      -  34 11 05.41491(N)    101 25 58.76945(W) AD(       ) 3
 EN0836
 EN0836.Superseded values are not recommended for survey control.
 EN0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0836.See file dsdata.txt to determine how the superseded data were derived.
 EN0836
 EN0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC7574185335(NAD 83)
 EN0836_MARKER: 44 = MICROWAVE MAST
 EN0836
 EN0836  HISTORY     - Date     Condition        Report By
 EN0836  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0836  HISTORY     - 1971     GOOD             USAF
 EN0836
 EN0836                          STATION DESCRIPTION
 EN0836
 EN0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0836'THE STATION IS THE CENTER OF THE TOP OF A 275 FOOT HIGH STEEL MAST,
 EN0836'LOCATED 4 MILES NORTH OF LOCKNEY, ON THE WEST SIDE OF FARM ROAD 378
 EN0836'AND IN THE SOUTHWEST ANGLE OF A CROSS ROAD.  IT IS 177 FEET WEST OF
 EN0836'THE CENTERLINE OF THE FARM ROAD, 20 FEET SQUARE AT THE BASE AND
 EN0836'PAINTED ALTERNATELY RED AND WHITE.  THE MAST IS OWNED BY THE
 EN0836'AMERICAN TELEPHONE AND TELEGRAPH CO..
 EN0836
 EN0836                          STATION RECOVERY (1971)
 EN0836
 EN0836'RECOVERY NOTE BY US AIR FORCE 1971
 EN0836'STATION RECOVERED IN GOOD CONDITION BUT APPEARED TO HAVE BEEN MOVED
 EN0836'APPROXIMATELY 55 FEET ESE OF 1964 LOCATION.  FARM ROAD 378 HAS BEEN
 EN0836'WIDENED.  DISTANCES FROM CENTERLINE OF ROAD DID NOT CHECK.
 EN0836'
 EN0836'STATION WAS OBSERVED FROM GILL, LANE, DUNCAN, AND A TEMPORARY POINT
 EN0836'(SEE RECOVERY NOTES) AND NEW POSITION COMPUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2356 ***********************************************************************
 AH2356  DESIGNATION -  LOCKNEY ET
 AH2356  PID         -  AH2356
 AH2356  STATE/COUNTY-  TX/FLOYD
 AH2356  USGS QUAD   -  LOCKNEY (1965)
 AH2356
 AH2356                         *CURRENT SURVEY CONTROL
 AH2356  ___________________________________________________________________
 AH2356* NAD 83(1993)-  34 06 58.27410(N)    101 26 22.90032(W)     ADJUSTED  
 AH2356* NAVD 88     -      1035.7    (meters)    3398.     (feet)  VERTCON   
 AH2356  ___________________________________________________________________
 AH2356  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AH2356  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH2356
 AH2356  HORZ ORDER  -  THIRD
 AH2356
 AH2356.The horizontal coordinates were established by classical geodetic methods
 AH2356.and adjusted by the National Geodetic Survey in July 1998..
 AH2356
 AH2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2356
 AH2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2356
 AH2356.The geoid height was determined by GEOID03.
 AH2356
 AH2356;                    North         East     Units Scale Factor Converg.
 AH2356;SPC TXNC     - 2,275,439.763   328,810.421   MT  1.00004514   -1 36 11.9
 AH2356;SPC TXNC     - 7,465,338.62  1,078,772.19   sFT  1.00004514   -1 36 11.9
 AH2356;UTM  14      - 3,777,726.673   274,981.288   MT  1.00022420   -1 22 08.2
 AH2356
 AH2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2356!SPC TXNC     -   0.99984164  x   1.00004514  =   0.99988678
 AH2356!UTM  14      -   0.99984164  x   1.00022420  =   1.00006581
 AH2356
 AH2356                          SUPERSEDED SURVEY CONTROL
 AH2356
 AH2356  NGVD 29 (07/28/98) 1035.3    (m)         3397.     (f) VERT ANG       
 AH2356
 AH2356.Superseded values are not recommended for survey control.
 AH2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2356.See file dsdata.txt to determine how the superseded data were derived.
 AH2356
 AH2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC7498177727(NAD 83)
 AH2356_MARKER: DS = TRIANGULATION STATION DISK
 AH2356
 AH2356  HISTORY     - Date     Condition        Report By
 AH2356  HISTORY     - 1962     MONUMENTED       USGS
 AH2356
 AH2356                          STATION DESCRIPTION
 AH2356
 AH2356'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2356'LOCATED IN SE. LOCKNEY, TEXAS, ON THE ROOF OF THE HEADER HOUSE OF
 AH2356'PATTERSON GRAIN COMPANY ELEVATOR.
 AH2356'TO REACH STATION FROM POST OFFICE IN LOCKNEY, TEXAS, DRIVE S. ON MAIN
 AH2356'STREET 5-1/2 BLOCKS TO JUNCTION WITH U.S. HIGHWAY 70, THENCE LEFT (E.)
 AH2356'1 BLOCK ON HIGHWAY 70 TO PATTERSON GRAIN COMPANY ELEVATOR.
 AH2356'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---LOCKNEY ET, 1962---,
 AH2356'CEMENTED IN A DRILL HOLE ON THE CONCRETE ROOF OF THE HEADER HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0834 ***********************************************************************
 EN0834  DESIGNATION -  LOCKNEY MUNICIPAL TANK
 EN0834  PID         -  EN0834
 EN0834  STATE/COUNTY-  TX/FLOYD
 EN0834  USGS QUAD   -  LOCKNEY (1965)
 EN0834
 EN0834                         *CURRENT SURVEY CONTROL
 EN0834  ___________________________________________________________________
 EN0834* NAD 83(1993)-  34 07 26.87323(N)    101 26 25.12439(W)     ADJUSTED  
 EN0834* NAVD 88     -                                                        
 EN0834  ___________________________________________________________________
 EN0834  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 EN0834  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EN0834
 EN0834  HORZ ORDER  -  THIRD
 EN0834
 EN0834.The horizontal coordinates were established by classical geodetic methods
 EN0834.and adjusted by the National Geodetic Survey in February 1996..
 EN0834
 EN0834
 EN0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0834
 EN0834.The geoid height was determined by GEOID03.
 EN0834
 EN0834;                    North         East     Units Scale Factor Converg.
 EN0834;SPC TXNC     - 2,276,322.261   328,778.105   MT  1.00004773   -1 36 13.1
 EN0834;SPC TXNC     - 7,468,233.95  1,078,666.17   sFT  1.00004773   -1 36 13.1
 EN0834;UTM  14      - 3,778,609.188   274,945.359   MT  1.00022440   -1 22 10.4
 EN0834
 EN0834                          SUPERSEDED SURVEY CONTROL
 EN0834
 EN0834  NAD 83(1993)-  34 07 26.87367(N)    101 26 25.12194(W) AD(       ) 4
 EN0834  NAD 83(1986)-  34 07 26.87984(N)    101 26 25.11801(W) AD(       ) 4
 EN0834  NAD 27      -  34 07 26.61337(N)    101 26 23.52840(W) AD(       ) 3
 EN0834
 EN0834.Superseded values are not recommended for survey control.
 EN0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0834.See file dsdata.txt to determine how the superseded data were derived.
 EN0834
 EN0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC7494578609(NAD 83)
 EN0834_MARKER: 53 = ELEVATED TANK
 EN0834
 EN0834  HISTORY     - Date     Condition        Report By
 EN0834  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0834  HISTORY     - 1971     GOOD             USAF
 EN0834
 EN0834                          STATION DESCRIPTION
 EN0834
 EN0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0834'THE STATION IS THE CENTER OF THE TOP OF A 115 FOOT HIGH ELEVATED
 EN0834'TANK, PAINTED ALUMINUM AND SUPPORTED BY 4 LEGS.  IT IS LOCATED NEAR
 EN0834'THE CENTER OF TOWN, 75 FEET NORTH OF A GRAVELED STREET AND 150
 EN0834'FEET SOUTH OF FARM ROAD 378.
 EN0834
 EN0834                          STATION RECOVERY (1971)
 EN0834
 EN0834'RECOVERY NOTE BY US AIR FORCE 1971
 EN0834'STATION RECOVERED IN GOOD CONDITION.
 EN0834'
 EN0834'1964 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0833 ***********************************************************************
 EN0833  DESIGNATION -  LOCKNEY PATTERSON GRAIN ELEV
 EN0833  PID         -  EN0833
 EN0833  STATE/COUNTY-  TX/FLOYD
 EN0833  USGS QUAD   -  LOCKNEY (1965)
 EN0833
 EN0833                         *CURRENT SURVEY CONTROL
 EN0833  ___________________________________________________________________
 EN0833* NAD 83(1993)-  34 06 58.37816(N)    101 26 22.85582(W)     ADJUSTED  
 EN0833* NAVD 88     -                                                        
 EN0833  ___________________________________________________________________
 EN0833  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 EN0833  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EN0833
 EN0833  HORZ ORDER  -  THIRD
 EN0833
 EN0833.The horizontal coordinates were established by classical geodetic methods
 EN0833.and adjusted by the National Geodetic Survey in February 1996..
 EN0833
 EN0833
 EN0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0833
 EN0833.The geoid height was determined by GEOID03.
 EN0833
 EN0833;                    North         East     Units Scale Factor Converg.
 EN0833;SPC TXNC     - 2,275,442.937   328,811.651   MT  1.00004515   -1 36 11.8
 EN0833;SPC TXNC     - 7,465,349.04  1,078,776.22   sFT  1.00004515   -1 36 11.8
 EN0833;UTM  14      - 3,777,729.851   274,982.505   MT  1.00022419   -1 22 08.1
 EN0833
 EN0833                          SUPERSEDED SURVEY CONTROL
 EN0833
 EN0833  NAD 83(1993)-  34 06 58.37863(N)    101 26 22.85294(W) AD(       ) 4
 EN0833  NAD 83(1986)-  34 06 58.38471(N)    101 26 22.84937(W) AD(       ) 4
 EN0833  NAD 27      -  34 06 58.11843(N)    101 26 21.26403(W) AD(       ) 3
 EN0833
 EN0833.Superseded values are not recommended for survey control.
 EN0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0833.See file dsdata.txt to determine how the superseded data were derived.
 EN0833
 EN0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC7498377730(NAD 83)
 EN0833_MARKER: 65 = GRAIN ELEVATOR
 EN0833
 EN0833  HISTORY     - Date     Condition        Report By
 EN0833  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0833
 EN0833                          STATION DESCRIPTION
 EN0833
 EN0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0833'STATION IS THE CENTER OF THE HIGHEST PART OF THE ELEVATOR, LOCATED
 EN0833'IN THE TOWN OF LOCKNEY.  IT IS ABOUT 150 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0964 ***********************************************************************
 AV0964  DESIGNATION -  LOCKS 1933
 AV0964  PID         -  AV0964
 AV0964  STATE/COUNTY-  TX/JEFFERSON
 AV0964  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0964
 AV0964                         *CURRENT SURVEY CONTROL
 AV0964  ___________________________________________________________________
 AV0964* NAD 83(1993)-  29 55 40.02625(N)    093 52 31.12257(W)     ADJUSTED  
 AV0964* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AV0964  ___________________________________________________________________
 AV0964  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0964  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AV0964
 AV0964  HORZ ORDER  -  THIRD
 AV0964
 AV0964.The horizontal coordinates were established by classical geodetic methods
 AV0964.and adjusted by the National Geodetic Survey in February 1996..
 AV0964
 AV0964.The orthometric height was scaled from a topographic map.
 AV0964
 AV0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0964
 AV0964.The geoid height was determined by GEOID03.
 AV0964
 AV0964;                    North         East     Units Scale Factor Converg.
 AV0964;SPC TXSC     - 4,242,963.119 1,094,620.129   MT  0.99991662   +2 30 38.3
 AV0964;SPC TXSC     -13,920,454.83  3,591,266.21   sFT  0.99991662   +2 30 38.3
 AV0964;SPC TX C     - 3,047,043.760 1,323,245.682   MT  1.00005578   +3 19 34.5
 AV0964;SPC TX C     - 9,996,842.74  4,341,348.54   sFT  1.00005578   +3 19 34.5
 AV0964;SPC LA S     -   160,983.934   754,594.723   MT  0.99992655   -1 16 15.7
 AV0964;SPC LA S     -   528,161.46  2,475,699.52   sFT  0.99992655   -1 16 15.7
 AV0964;UTM  15      - 3,311,105.377   415,515.481   MT  0.99968806   -0 26 12.2
 AV0964
 AV0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0964!SPC TXSC     -   1.00000397  x   0.99991662  =   0.99992059
 AV0964!SPC TX C     -   1.00000397  x   1.00005578  =   1.00005975
 AV0964!SPC LA S     -   1.00000397  x   0.99992655  =   0.99993052
 AV0964!UTM  15      -   1.00000397  x   0.99968806  =   0.99969203
 AV0964
 AV0964:                Primary Azimuth Mark                     Grid Az
 AV0964:SPC TXSC     -  YACHT                                    012 17 17.8
 AV0964:SPC TX C     -  YACHT                                    011 28 21.6
 AV0964:SPC LA S     -  YACHT                                    016 04 11.8
 AV0964:UTM  15      -  YACHT                                    015 14 08.3
 AV0964
 AV0964|---------------------------------------------------------------------|
 AV0964| PID    Reference Object                     Distance      Geod. Az  |
 AV0964|                                                           dddmmss.s |
 AV0964| AV0924 YACHT                               APPROX. 4.6 KM 0144756.1 |
 AV0964| AV0963 STATION 822 PLUS 22.0 USE 1933       39.771 METERS 34841     |
 AV0964|---------------------------------------------------------------------|
 AV0964
 AV0964                          SUPERSEDED SURVEY CONTROL
 AV0964
 AV0964  NAD 83(1993)-  29 55 40.02597(N)    093 52 31.12246(W) AD(       ) 3
 AV0964  NAD 83(1986)-  29 55 40.04659(N)    093 52 31.10641(W) AD(       ) 3
 AV0964  NAD 27      -  29 55 39.27300(N)    093 52 30.49200(W) AD(       ) 3
 AV0964
 AV0964.Superseded values are not recommended for survey control.
 AV0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0964.See file dsdata.txt to determine how the superseded data were derived.
 AV0964
 AV0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1551511105(NAD 83)
 AV0964_MARKER: DS = TRIANGULATION STATION DISK
 AV0964_SETTING: 0 = UNSPECIFIED SETTING
 AV0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0964
 AV0964  HISTORY     - Date     Condition        Report By
 AV0964  HISTORY     - 1933     MONUMENTED       CGS
 AV0964  HISTORY     - 1947     GOOD             CGS
 AV0964  HISTORY     - 1952     SEE DESCRIPTION  USGS
 AV0964
 AV0964                          STATION DESCRIPTION
 AV0964
 AV0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0964'LOCATED 5.2 MILES ABOVE THE LIFT BRIDGE AT PORT ARTHUR, 2.8
 AV0964'MILES BELOW THE MOUTH OF THE NECHES RIVER, ON THE E SIDE OF THE
 AV0964'SABINE NECHES CANAL, 0.2 MILE BELOW THE OLD GUARD LOCK, ON
 AV0964'HIGH SPOIL BANK 250 METERS NW OF THE LAKE SHORE, AND 74 METERS
 AV0964'SE OF THE CANAL.
 AV0964'
 AV0964'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER
 AV0964'OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.  REFERENCE
 AV0964'MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AV0964'
 AV0964'REFERENCE MARK 1 IS 24.110 METERS DISTANT IN MAGNETIC AZIMUTH
 AV0964'66 DEG.
 AV0964'
 AV0964'REFERENCE MARK 2 IS 38.720 METERS DISTANT IN MAGNETIC AZIMUTH
 AV0964'163 DEG.
 AV0964'
 AV0964'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 AV0964
 AV0964                          STATION RECOVERY (1947)
 AV0964
 AV0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0964'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 AV0964'
 AV0964'STATION IS NOW 9.5 METERS FROM EDGE OF CANAL AND REFERENCE
 AV0964'MARK 2 IS NOW IN A LEANING POSITION.
 AV0964
 AV0964                          STATION RECOVERY (1952)
 AV0964
 AV0964'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AV0964'STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0638 ***********************************************************************
 EN0638  DESIGNATION -  LOCO
 EN0638  PID         -  EN0638
 EN0638  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0638  USGS QUAD   -  WELLINGTON (1982)
 EN0638
 EN0638                         *CURRENT SURVEY CONTROL
 EN0638  ___________________________________________________________________
 EN0638* NAD 83(1993)-  34 46 03.46841(N)    100 07 52.16194(W)     ADJUSTED  
 EN0638* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 EN0638  ___________________________________________________________________
 EN0638  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 EN0638  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EN0638
 EN0638  HORZ ORDER  -  FIRST
 EN0638
 EN0638.The horizontal coordinates were established by classical geodetic methods
 EN0638.and adjusted by the National Geodetic Survey in February 1996..
 EN0638
 EN0638.The orthometric height was scaled from a topographic map.
 EN0638
 EN0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0638
 EN0638.The geoid height was determined by GEOID03.
 EN0638
 EN0638;                    North         East     Units Scale Factor Converg.
 EN0638;SPC TX N     - 1,086,026.960   325,304.323   MT  0.99997482   +0 47 35.9
 EN0638;SPC TX N     - 3,563,073.45  1,067,269.27   sFT  0.99997482   +0 47 35.9
 EN0638;UTM  14      - 3,847,857.347   396,486.813   MT  0.99973206   -0 38 42.4
 EN0638
 EN0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0638!SPC TX N     -   0.99990938  x   0.99997482  =   0.99988420
 EN0638!UTM  14      -   0.99990938  x   0.99973206  =   0.99964146
 EN0638
 EN0638|---------------------------------------------------------------------|
 EN0638| PID    Reference Object                     Distance      Geod. Az  |
 EN0638|                                                           dddmmss.s |
 EN0638| CX8545 LOCO RM 1                            15.079 METERS 00156     |
 EN0638| CX8544 LOCO AZ MK                                         1772836.4 |
 EN0638| CX8546 LOCO RM 2                            26.430 METERS 26306     |
 EN0638|---------------------------------------------------------------------|
 EN0638
 EN0638                          SUPERSEDED SURVEY CONTROL
 EN0638
 EN0638  NAD 83(1993)-  34 46 03.46846(N)    100 07 52.16183(W) AD(       ) 1
 EN0638  NAD 83(1986)-  34 46 03.47360(N)    100 07 52.15433(W) AD(       ) 1
 EN0638  NAD 27      -  34 46 03.26637(N)    100 07 50.75284(W) AD(       ) 1
 EN0638
 EN0638.Superseded values are not recommended for survey control.
 EN0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0638.See file dsdata.txt to determine how the superseded data were derived.
 EN0638
 EN0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9648747857(NAD 83)
 EN0638_MARKER: DS = TRIANGULATION STATION DISK
 EN0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0638
 EN0638  HISTORY     - Date     Condition        Report By
 EN0638  HISTORY     - 1967     MONUMENTED       CGS
 EN0638
 EN0638                          STATION DESCRIPTION
 EN0638
 EN0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0638'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF WELLINGTON, 7 MILES
 EN0638'WEST OF DODSON, 3-1/2 MILES EAST OF U.S. HIGHWAY 83, 1-1/2 MILES
 EN0638'NORTH OF THE COLLINGSWORTH COUNTY LINE, ON THE HIGHEST POINT OF A
 EN0638'CULTIVATED RIDGE AND ON THE PROPERTY OF MRS. MAUDE POLING.
 EN0638'
 EN0638'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 287 AND
 EN0638'83 AT THE NORTHWEST EDGE OF CHILDRESS, GO NORTH ON U.S. HIGHWAY 83
 EN0638'FOR 10.25 MILES TO THE JUNCTION WITH FARM ROAD 1041 ON THE RIGHT.
 EN0638'CONTINUE NORTH FOR 3.0 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 EN0638'RIGHT AND GO EAST ON A DIRT ROAD FOR 3.1 MILES TO A FIELD ROAD ON
 EN0638'THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST
 EN0638'ON THE DIRT ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT).
 EN0638'TURN LEFT AND GO NORTH ON THE FIELD ROAD FOR 0.4 MILE, AT THIS
 EN0638'POINT YOU WILL BE DIRECTLY WEST OF TWO OLD BUILDINGS AND A OLD
 EN0638'WIND MILL.  TURN RIGHT AND GO EAST ACROSS A PLOWED FIELD FOR 0.25
 EN0638'MILE TO THE TWO BUILDINGS, THE OLD WIND MILL AND THE STATION.
 EN0638'NOTE--PERMISSION WAS GIVEN TO DRIVE ACROSS THE PLOWED FIELD DUE
 EN0638'TO THE FACT NO CROP WAS PLANTED AT THIS TIME.
 EN0638'
 EN0638'THE STATION MARK IS A STANDARD DISK STAMPED LOCO 1967, SET IN THE TOP
 EN0638'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2
 EN0638'INCHES.  IT IS 93.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER ON
 EN0638'THE EAST ONE OF THE TWO BUILDINGS, 49.5 FEET SOUTHEAST OF A
 EN0638'WITNESS POST AND 4.5 FEET NORTH OF ANOTHER WITNESS POST.
 EN0638'
 EN0638'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LOCO NO 1 1967, SET IN
 EN0638'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0638'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 112.0 FEET NORTHEAST OF
 EN0638'THE NORTHEAST CORNER OF THE BUILDING, 34.5 FEET NORTHWEST OF
 EN0638'A WITNESS POST AND 1.6 FEET EAST OF ANOTHER WITNESS POST.
 EN0638'
 EN0638'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOCO NO 2 1967, SET IN
 EN0638'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0638'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 105.0 FEET SOUTHWEST OF A
 EN0638'WITNESS POST, 83.5 FEET WEST-SOUTHWEST OF ANOTHER WITNESS POST AND
 EN0638'7.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.
 EN0638'
 EN0638'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOCO 1967, SET IN THE TOP
 EN0638'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2
 EN0638'INCHES ABOVE THE GROUND.  IT IS 19.0 FEET SOUTH OF THE CENTERLINE
 EN0638'OF A DIRT ROAD, 2.6 FEET EAST OF A WITNESS POST AND 1.9 FEET WEST
 EN0638'OF A POWERLINE POLE.
 EN0638'
 EN0638'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 WAS NOT MEASURED DUE TO
 EN0638'OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1088 ***********************************************************************
 CR1088  DESIGNATION -  LODI
 CR1088  PID         -  CR1088
 CR1088  STATE/COUNTY-  TX/MARION
 CR1088  USGS QUAD   -  JEFFERSON (1962)
 CR1088
 CR1088                         *CURRENT SURVEY CONTROL
 CR1088  ___________________________________________________________________
 CR1088* NAD 83(1993)-  32 52 09.20924(N)    094 17 49.74687(W)     ADJUSTED  
 CR1088* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 CR1088  ___________________________________________________________________
 CR1088  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CR1088  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR1088
 CR1088  HORZ ORDER  -  SECOND
 CR1088
 CR1088.The horizontal coordinates were established by classical geodetic methods
 CR1088.and adjusted by the National Geodetic Survey in February 1996..
 CR1088
 CR1088.The orthometric height was scaled from a topographic map.
 CR1088
 CR1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1088
 CR1088.The geoid height was determined by GEOID03.
 CR1088
 CR1088;                    North         East     Units Scale Factor Converg.
 CR1088;SPC TXNC     - 2,141,217.562   993,195.047   MT  0.99987766   +2 17 32.0
 CR1088;SPC TXNC     - 7,024,977.95  3,258,507.42   sFT  0.99987766   +2 17 32.0
 CR1088;UTM  15      - 3,637,534.981   378,642.732   MT  0.99978159   -0 42 14.7
 CR1088
 CR1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1088!SPC TXNC     -   0.99998454  x   0.99987766  =   0.99986220
 CR1088!UTM  15      -   0.99998454  x   0.99978159  =   0.99976614
 CR1088
 CR1088|---------------------------------------------------------------------|
 CR1088| PID    Reference Object                     Distance      Geod. Az  |
 CR1088|                                                           dddmmss.s |
 CR1088| CX6676 LODI RM 1                            20.508 METERS 16606     |
 CR1088| CX6675 LODI AZ MK                                         1791453.3 |
 CR1088| CR1089 JEFFERSON MUNICIPAL TANK            APPROX.14.0 KM 2001507.7 |
 CR1088| CR1091 JEFFERSON LOOKOUT TOWER             APPROX.13.7 KM 2132448.4 |
 CR1088| CX6677 LODI RM 2                            20.350 METERS 27701     |
 CR1088|---------------------------------------------------------------------|
 CR1088
 CR1088                          SUPERSEDED SURVEY CONTROL
 CR1088
 CR1088  NAD 83(1993)-  32 52 09.21487(N)    094 17 49.73795(W) AD(       ) 2
 CR1088  NAD 83(1986)-  32 52 09.21506(N)    094 17 49.73584(W) AD(       ) 2
 CR1088  NAD 27      -  32 52 08.72290(N)    094 17 49.05500(W) AD(       ) 2
 CR1088
 CR1088.Superseded values are not recommended for survey control.
 CR1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1088.See file dsdata.txt to determine how the superseded data were derived.
 CR1088
 CR1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7864337535(NAD 83)
 CR1088_MARKER: DS = TRIANGULATION STATION DISK
 CR1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1088
 CR1088  HISTORY     - Date     Condition        Report By
 CR1088  HISTORY     - 1958     MONUMENTED       CGS
 CR1088
 CR1088                          STATION DESCRIPTION
 CR1088
 CR1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1088'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH-NORTHEAST OF
 CR1088'JEFFERSON AND ABOUT 1.0 MILE WEST OF LODI, IN A HEAVILY
 CR1088'WOODED AREA.  IT IS 30 FEET EAST-SOUTHEAST OF A CROOKED PINE TREE,
 CR1088'13 FEET SOUTH OF A FENCE LINE AND 4 FEET WEST OF A WITNESS
 CR1088'POST.  THE MARK PROJECTS 3 INCHES AND IS STAMPED LODI 1958.
 CR1088'
 CR1088'REFERENCE MARK NO. 1 IS 66 FEET SOUTH OF THE WITNESS POST.
 CR1088'IT PROJECTS 3 INCHES AND IS STAMPED LODI NO 1 1958.
 CR1088'
 CR1088'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CROOKED PINE TREE,
 CR1088'15 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 1 FOOT SOUTH
 CR1088'OF THE FENCE LINE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED LODI
 CR1088'NO 2 1958.
 CR1088'
 CR1088'THE AZIMUTH MARK IS 30 FEET SOUTH-SOUTHEAST OF THE CENTER OF A
 CR1088'T INTERSECTION, 5 FEET SOUTH OF AN 18-INCH TREE AND 2 FEET
 CR1088'NORTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND IS
 CR1088'STAMPED LODI 1958.
 CR1088'
 CR1088'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49
 CR1088'AND U.S. HIGHWAY 59 IN THE WEST EDGE OF JEFFERSON GO EAST
 CR1088'AND NORTHEAST ON STATE HIGHWAY 49 FOR 3.1 MILES TO THE JUNCTION
 CR1088'OF STATE HIGHWAY 49 AND FARM ROAD 248.  TURN LEFT ON FARM ROAD
 CR1088'248 AND GO 5.6 MILES TO A DIRT ROAD LEFT.  TURN LEFT ON THE
 CR1088'DIRT ROAD AND GO 0.3 MILE TO A T INTERSECTION AND THE AZIMUTH
 CR1088'MARK ON THE LEFT.  TURN RIGHT AND GO 0.2 MILE TO A DIM TRACK
 CR1088'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE TRACK
 CR1088'ROAD 0.1 MILE THROUGH A PASTURE AND WOODS TO A PIPELINE
 CR1088'RIGHT OF WAY, TURN RIGHT AND FOLLOW THE PIPELINE FOR 0.1
 CR1088'MILE TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT AND FOLLOW
 CR1088'THE TRACK ROAD NORTH AND EAST, WINDING THROUGH THE WOODS
 CR1088'FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CR1088'
 CR1088'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CR1088'NO. 2 IS 110 FEET.
 CR1088'
 CR1088'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0982 ***********************************************************************
 BM0982  DESIGNATION -  LOHMEYER
 BM0982  PID         -  BM0982
 BM0982  STATE/COUNTY-  TX/WASHINGTON
 BM0982  USGS QUAD   -  WASHINGTON (1988)
 BM0982
 BM0982                         *CURRENT SURVEY CONTROL
 BM0982  ___________________________________________________________________
 BM0982* NAD 83(1993)-  30 17 47.29303(N)    096 10 08.71079(W)     ADJUSTED  
 BM0982* NAVD 88     -       101.25   (+/-2cm)     332.2    (feet)  VERTCON   
 BM0982  ___________________________________________________________________
 BM0982  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BM0982  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BM0982
 BM0982  HORZ ORDER  -  FIRST
 BM0982  VERT ORDER  -  THIRD ? (See Below)
 BM0982
 BM0982.The horizontal coordinates were established by classical geodetic methods
 BM0982.and adjusted by the National Geodetic Survey in February 1996..
 BM0982
 BM0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0982.The vertical order pertains to the NGVD 29 superseded value.
 BM0982
 BM0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0982
 BM0982.The geoid height was determined by GEOID03.
 BM0982
 BM0982;                    North         East     Units Scale Factor Converg.
 BM0982;SPC TX C     - 3,077,314.911 1,100,482.208   MT  0.99995686   +2 08 41.4
 BM0982;SPC TX C     -10,096,157.34  3,610,498.71   sFT  0.99995686   +2 08 41.4
 BM0982;SPC TXSC     - 4,276,288.912   872,303.228   MT  1.00000382   +1 23 12.8
 BM0982;SPC TXSC     -14,029,791.21  2,861,881.51   sFT  1.00000382   +1 23 12.8
 BM0982;UTM  14      - 3,355,032.428   772,274.640   MT  1.00051468   +1 25 44.4
 BM0982
 BM0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0982!SPC TX C     -   0.99998834  x   0.99995686  =   0.99994520
 BM0982!SPC TXSC     -   0.99998834  x   1.00000382  =   0.99999216
 BM0982!UTM  14      -   0.99998834  x   1.00051468  =   1.00050301
 BM0982
 BM0982:                Primary Azimuth Mark                     Grid Az
 BM0982:SPC TX C     -  NAVASOTA SCHUMACHER OIL SPIPE            034 16 36.8
 BM0982:SPC TXSC     -  NAVASOTA SCHUMACHER OIL SPIPE            035 02 05.4
 BM0982:UTM  14      -  NAVASOTA SCHUMACHER OIL SPIPE            034 59 33.8
 BM0982
 BM0982|---------------------------------------------------------------------|
 BM0982| PID    Reference Object                     Distance      Geod. Az  |
 BM0982|                                                           dddmmss.s |
 BM0982| BM0971 NAVASOTA SCHUMACHER OIL SPIPE       APPROX.12.8 KM 0362518.2 |
 BM0982| BM0965 NAVASOTA MUNICIPAL STANDPIPE        APPROX.13.1 KM 0363957.5 |
 BM0982| BM0966 NAVASOTA CITY HALL TOWER            APPROX.12.7 KM 0374312.8 |
 BM0982| BM0964 NAVASOTA FIRST PRESB CH SPIRE       APPROX.12.8 KM 0382220.8 |
 BM0982| BM0969 NAVASOTA FRIENDSHIP BAP CH          APPROX.12.4 KM 0414545.4 |
 BM0982| BM0976 NAVASOTA MISSOURI PAC RY CO TK      APPROX.12.0 KM 0434207.5 |
 BM0982| BM0967 GALVESTON WACO AIRWAY BCN 10        APPROX.16.5 KM 0442848.0 |
 BM0982| CV7890 LOHMEYER RM 1                        36.771 METERS 07318     |
 BM0982| CV7892 LOHMEYER RM 3                        32.766 METERS 16141     |
 BM0982| BM0981 WASHINGTON EVAN LUTH CH SPIRE       APPROX. 1.0 KM 1653348.6 |
 BM0982| CV7891 LOHMEYER RM 2                        32.885 METERS 17128     |
 BM0982| CV7889 LOHMEYER AZ MK                                     3451411.8 |
 BM0982|---------------------------------------------------------------------|
 BM0982
 BM0982                          SUPERSEDED SURVEY CONTROL
 BM0982
 BM0982  NAD 83(1986)-  30 17 47.30736(N)    096 10 08.69351(W) AD(       ) 1
 BM0982  NAD 27      -  30 17 46.55000(N)    096 10 07.84100(W) AD(       ) 1
 BM0982  NGVD 29 (07/19/86)  101.23   (m)          332.1    (f) LEVELING    3  
 BM0982
 BM0982.Superseded values are not recommended for survey control.
 BM0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0982.See file dsdata.txt to determine how the superseded data were derived.
 BM0982
 BM0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7227555032(NAD 83)
 BM0982_MARKER: DS = TRIANGULATION STATION DISK
 BM0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0982
 BM0982  HISTORY     - Date     Condition        Report By
 BM0982  HISTORY     - 1935     MONUMENTED       CGS
 BM0982  HISTORY     - 1937     GOOD             TXHD
 BM0982  HISTORY     - 1950     GOOD             TXHD
 BM0982  HISTORY     - 1954     GOOD             CGS
 BM0982  HISTORY     - 19991010 GOOD             USPSQD
 BM0982
 BM0982                          STATION DESCRIPTION
 BM0982
 BM0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0982'THIS STATION IS ABOUT 8 MILES SW OF NAVASOTA, 13 MILES N
 BM0982'BY W OF HEMPSTEAD AND 16 MILES NE OF BRENHAM, ON LAND OWNED
 BM0982'AND OCCUPIED BY H.L. LOHMEYER.  MARK IS SET IN THE NW CORNER
 BM0982'OF PASTURE, 37 FEET E OF THE CENTER LINE OF ROAD, 22 FEET
 BM0982'S OF FENCE LINE, 27 FEET SE OF FENCE CORNER, 13 FEET E OF
 BM0982'FENCE LINE, AND 16 FEET NE OF GATE INTO PASTURE.  MARK PROJECTS
 BM0982'6 INCHES.
 BM0982'
 BM0982'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM0982'BRONZE DISKS SET IN CONCRETE.
 BM0982'
 BM0982'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 1 FOOT S OF FENCE
 BM0982'LINE, 15 FEET NE OF LARGE CLUMP OF CACTUS, AND APPROXIMATELY
 BM0982'125 FEET SW OF NEGRO HOUSE.  MARK PROJECTS 4 INCHES.
 BM0982'
 BM0982'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 1-1/2 FEET E
 BM0982'OF FENCE LINE, 9 FEET SE OF 1-FOOT TREE IN FENCE LINE, AND
 BM0982'9 FEET NW OF 1-FOOT TREE IN PASTURE.  MARK PROJECTS 6 INCHES.
 BM0982'
 BM0982'AZIMUTH MARK IS NNW OF STATION, 1-1/2 FEET ENE OF FENCE LINE,
 BM0982'AND 23 FEET ENE OF CENTER LINE OF ROAD.  MARK PROJECTS 8 INCHES.
 BM0982'
 BM0982'TO REACH THE STATION FROM NAVASOTA AT INTERSECTION OF TEXAS
 BM0982'ROUTES 6 AND 90, GO S ON TEXAS ROUTE 90, 6.0 MILES TO BRAZOS
 BM0982'RIVER.  CONTINUE ON ROUTE 90 FOR 2.7 MILES TO SIDE ROAD TO
 BM0982'S, THENCE S 0.85 MILE TO PASTURE GATE AND STATION ON LEFT.
 BM0982'
 BM0982'ALL LIGHTS COME INTO VIEW AT 6 FEET.
 BM0982
 BM0982                          STATION RECOVERY (1937)
 BM0982
 BM0982'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0982'STATION, REFERENCE MARKS NOS. 1 AND 2, AND AZIMUTH MARK RECOVERED
 BM0982'IN GOOD CONDITION.  DESCRIPTION AS GIVEN SATISFACTORY.
 BM0982
 BM0982                          STATION RECOVERY (1950)
 BM0982
 BM0982'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1950
 BM0982'LETTER OF MR. BERT HEDICK, SR. RES. ENGR., TEXAS HIGHWAY
 BM0982'DEPT., BRENHAM, TEXAS DATED JULY 24, 1950--
 BM0982'
 BM0982'CONCRETE GUARD POSTS WERE SET AROUND THE STATION MARK AND
 BM0982'AZIMUTH MARK TO PROTECT THEM FROM HEAVY CONSTRUCTION EQUIPMENT.
 BM0982'REFERENCE MARK NO. 2 WAS REMOVED DUE TO HIGHWAY CONSTRUCTION.
 BM0982'A NEW REFERENCE MARK NO. 3 WAS SET.
 BM0982'
 BM0982'REFERENCE MARK NO. 3 IS IN AN EASTERLY DIRECTION FROM THE
 BM0982'OLD LOCATION OF R.M. NO. 2, AND IS ABOUT 2.5 FEET E OF THE
 BM0982'NEW RIGHT-OF-WAY FENCE AND 42.5 FEET FROM THE CENTERLINE
 BM0982'OF THE NEW HIGHWAY.  IT IS 107.49 FEET FROM THE STATION MARK
 BM0982'AND 159.27 FEET FROM R.M. NO. 1.
 BM0982'
 BM0982'THE ANGLE MEASURED BETWEEN R.M. NO. 1 AND THE NEW R.M. NO. 3
 BM0982'IS 88 DEG 23 MIN 00 SEC, WITH AN ANGLE OF 9 DEG 51 MIN 30 SEC
 BM0982'BETWEEN R.M. NO. 3 AND THE OLD LOCATION OF R.M. NO. 2.
 BM0982'
 BM0982'REFERENCE MARK DISK STAMPED LOHMEYER NO. 2 1935 RECEIVED
 BM0982'AT THIS OFFICE 7/31/50.
 BM0982
 BM0982                          STATION RECOVERY (1954)
 BM0982
 BM0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0982'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 BM0982'RECOVERED.  REFERENCE MARK NO. 2 WAS DESTROYED IN 1950 AND
 BM0982'A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED AT THAT TIME BY
 BM0982'THE STATE HIGHWAY DEPARTMENT.  IT IS LOCATED ABOUT 16 MILES
 BM0982'NORTHEAST OF BRENHAM, 13 MILES NORTHWEST OF HEMPSTEAD, 8 MILES
 BM0982'SOUTHWEST OF NAVASOTA, 0.85 MILE SOUTHEAST OF STATE HIGHWAY
 BM0982'90 AND ON THE EAST RIGHT-OF-WAY OF FARM ROAD 1155.
 BM0982'
 BM0982'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM0982'POST PROJECTING 4 INCHES.  IT IS 37 FEET NORTHEAST OF THE
 BM0982'CENTERLINE OF THE ROAD, 22 FEET SOUTHEAST OF A T-TYPE FENCE
 BM0982'CORNER, 19 FEET NORTHWEST OF A GATE POST, 12 FEET EAST OF A
 BM0982'TREE, 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCELINE AND
 BM0982'MARKED BY TWO CONCRETE HIGHWAY WITNESS POSTS.  THE MARK IS
 BM0982'STAMPED LOHMEYER 1935.
 BM0982'
 BM0982'TO REACH THE STATION FROM THE POST OFFICE IN BRENHAM, GO
 BM0982'NORTHEAST ON STATE HIGHWAY 90 FOR 16.5 MILES TO FARM ROAD
 BM0982'1155 RIGHT.  TURN RIGHT ON FARM ROAD 1155 FOR 0.6 MILE TO
 BM0982'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.3 MILE
 BM0982'TO THE STATION ON THE LEFT.
 BM0982'
 BM0982'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 BM0982'CONCRETE POST PROJECTING 2 INCHES.  IT IS 1 FOOT SOUTHEAST
 BM0982'OF AN EAST-WEST FENCELINE.  THE MARK IS STAMPED LOHMEYER NO 1
 BM0982'1935.
 BM0982'
 BM0982'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A SQUARE
 BM0982'CONCRETE POST PROJECTING 10 INCHES.  IT IS 42 FEET NORTHEAST
 BM0982'OF THE CENTERLINE OF THE ROAD, 74 FEET SOUTHEAST OF A GATE
 BM0982'AND 2.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCELINE.  THE
 BM0982'MARK IS STAMPED LOHMEYER NO 3 1935.
 BM0982'
 BM0982'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN A
 BM0982'SQUARE CONCRETE POST PROJECTING 1 FOOT AND SURROUNDED BY 4
 BM0982'HIGHWAY GUARD POSTS.  IT IS 24 FEET NORTHEAST OF THE CENTERLINE
 BM0982'OF FARM ROAD 1155, 17.4 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 BM0982'FENCELINE AND IN THE ROAD DITCH.  THE MARK IS STAMPED LOHMEYER
 BM0982'1935 AZIMUTH.
 BM0982
 BM0982                          STATION RECOVERY (1999)
 BM0982
 BM0982'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1111 ***********************************************************************
 CA1111  DESIGNATION -  LOHN
 CA1111  PID         -  CA1111
 CA1111  STATE/COUNTY-  TX/MCCULLOCH
 CA1111  USGS QUAD   -  LOHN (1973)
 CA1111
 CA1111                         *CURRENT SURVEY CONTROL
 CA1111  ___________________________________________________________________
 CA1111* NAD 83(1993)-  31 21 13.57298(N)    099 24 25.89380(W)     ADJUSTED  
 CA1111* NAVD 88     -       473.8    (meters)    1554.     (feet)  VERTCON   
 CA1111  ___________________________________________________________________
 CA1111  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 CA1111  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CA1111
 CA1111  HORZ ORDER  -  FIRST
 CA1111
 CA1111.The horizontal coordinates were established by classical geodetic methods
 CA1111.and adjusted by the National Geodetic Survey in February 1996..
 CA1111
 CA1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1111
 CA1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1111
 CA1111.The geoid height was determined by GEOID03.
 CA1111
 CA1111;                    North         East     Units Scale Factor Converg.
 CA1111;SPC TX C     - 3,187,392.393   788,112.380   MT  0.99990058   +0 28 37.3
 CA1111;SPC TX C     -10,457,303.21  2,585,665.37   sFT  0.99990058   +0 28 37.3
 CA1111;UTM  14      - 3,468,881.250   461,271.013   MT  0.99961850   -0 12 42.7
 CA1111
 CA1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1111!SPC TX C     -   0.99992943  x   0.99990058  =   0.99983002
 CA1111!UTM  14      -   0.99992943  x   0.99961850  =   0.99954796
 CA1111
 CA1111:                Primary Azimuth Mark                     Grid Az
 CA1111:SPC TX C     -  LOHN AZ MK                               068 03 04.9
 CA1111:UTM  14      -  LOHN AZ MK                               068 44 24.9
 CA1111
 CA1111|---------------------------------------------------------------------|
 CA1111| PID    Reference Object                     Distance      Geod. Az  |
 CA1111|                                                           dddmmss.s |
 CA1111| CV5522 LOHN AZ MK                                         0683142.2 |
 CA1111| CV5523 LOHN RM 1                            42.156 METERS 09858     |
 CA1111| CV5524 LOHN RM 2                            41.259 METERS 13736     |
 CA1111|---------------------------------------------------------------------|
 CA1111
 CA1111                          SUPERSEDED SURVEY CONTROL
 CA1111
 CA1111  NAD 83(1986)-  31 21 13.58109(N)    099 24 25.87943(W) AD(       ) 1
 CA1111  NAD 27      -  31 21 12.99222(N)    099 24 24.67805(W) AD(       ) 1
 CA1111  NGVD 29 (07/19/86)  473.7    (m)         1554.     (f) VERT ANG       
 CA1111
 CA1111.Superseded values are not recommended for survey control.
 CA1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1111.See file dsdata.txt to determine how the superseded data were derived.
 CA1111
 CA1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6127168881(NAD 83)
 CA1111_MARKER: DS = TRIANGULATION STATION DISK
 CA1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1111
 CA1111  HISTORY     - Date     Condition        Report By
 CA1111  HISTORY     - 1935     MONUMENTED       CGS
 CA1111  HISTORY     - 1937     GOOD             TXHD
 CA1111  HISTORY     - 1967     GOOD             CGS
 CA1111  HISTORY     - 1971     GOOD             NGS
 CA1111
 CA1111                          STATION DESCRIPTION
 CA1111
 CA1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1111'STATION IS LOCATED ON E EDGE OF HIGH BRUSHY GROUND ABOUT 2.0
 CA1111'MILES N AND 1/4 MILE E OF THE SMALL TOWN OF LOHN WHICH TOWN
 CA1111'IS ABOUT 17 MILES N OF BRADY ON STATE HIGHWAY 16.
 CA1111'
 CA1111'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS
 CA1111'SET IN THE TOP OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 CA1111'
 CA1111'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 CA1111'IN OUTCROPPING BEDROCK.
 CA1111'
 CA1111'REFERENCE MARK NO. 1 IS E OF STATION.
 CA1111'
 CA1111'REFERENCE MARK NO. 2 IS SE OF STATION.
 CA1111'
 CA1111'AZIMUTH MARK IS NE OF STATION REACHED BY GOING E 0.05 MILE
 CA1111'TO FENCE LINE, THENCE N ALONG FENCE FOR 0.1 MILE TO GATE,
 CA1111'THENCE E THROUGH GATE AND ACROSS FIELD FOR 0.5 MILE THROUGH
 CA1111'GATE, THENCE N ALONG DIM TRAIL FOR 0.35 MILE TO WHITE HOUSE
 CA1111'AND MARK WHICH IS SET 24 FEET N AND 1 FOOT E OF SW CORNER OF
 CA1111'BARN YARD.
 CA1111'
 CA1111'REACHED FROM POST OFFICE IN LOHN BY GOING N ON HIGHWAY 16,
 CA1111'FOR 2.0 MILES AND KEEPING STRAIGHT ON FOR ABOUT 25 YARDS,
 CA1111'WHERE MAIN ROAD TURNS LEFT, THROUGH OPENING IN FENCE, THENCE
 CA1111'TURN SHARPLY TO RIGHT AND GO S THROUGH GATE IN SAME FENCE,
 CA1111'THENCE SE AND E, KEEPING AS CLOSE TO E AND W FENCE AS POSSIBLE
 CA1111'FOR 1/4 MILE TO GATE, THENCE N THROUGH GATE ABOUT 250 YARDS,
 CA1111'THENCE W 100 YARDS TO STATION.
 CA1111'
 CA1111'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CA1111
 CA1111                          STATION RECOVERY (1937)
 CA1111
 CA1111'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1111'DESCRIPTION GIVEN BY C.I.A., IS GOOD.  SURFACE MARK IS IN
 CA1111'GOOD CONDITION.
 CA1111
 CA1111                          STATION RECOVERY (1967)
 CA1111
 CA1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (IGT)
 CA1111'USGS DISTANCES TO REFERENCE MARKS DO NOT AGREE WITH USC AND GS
 CA1111'VALUES BY -0.18 FOOT TO REFERENCE MARK NO. 1 AND -0.12 FOOT
 CA1111'TO REFERENCE MARK NO. 2.
 CA1111'
 CA1111'RECOVERED IN GOOD CONDITION AS DESCRIBED IN USC AND GS QUAD
 CA1111'310992, STATION 1007.
 CA1111'
 CA1111'TO REACH FROM LOHN GO 1.95 MILES NORTH OF FARM ROAD 504 TO
 CA1111'HIGHWAY CURVE LEFT AND PRIVATE DRIVE RIGHT (NORTHEAST).  GO
 CA1111'0.05 MILE NORTH ON PRIVATE DRIVE TO SMALL WHITE HOUSE ON
 CA1111'THE RIGHT.  GO RIGHT (EAST) ON THE SOUTH SIDE OF HOUSE, THRU
 CA1111'GATE IN YARD FENCE.  CONTINUE EAST NORTHEAST ON DIM TRACK
 CA1111'ROAD 0.2 MILE TO STATION SITE.
 CA1111'
 CA1111'STATION MARK--A USC AND GS STANDARD BRONZE DISK SET IN A
 CA1111'CONCRETE POST.  THE DISK PROJECTS 0.5 FOOT AND IS STAMPED
 CA1111'LOHN 1935.
 CA1111'
 CA1111'REFERENCE MARK NO. 1--A USC AND GS STANDARD BRONZE DISK IN
 CA1111'BEDROCK.  THE DISK PROJECTS 0.2 FOOT AND IS STAMPED LOHN
 CA1111'1935 NO. 1.
 CA1111'
 CA1111'REFERENCE MARK NO. 2--A USC AND GS STANDARD BRONZE DISK SET
 CA1111'IN BEDROCK.  THE DISK PROJECTS 0.3 FOOT AND IS STAMPED LOHN
 CA1111'1935 NO. 2.
 CA1111'
 CA1111'AZIMUTH MARK WAS NOT VISITED.
 CA1111
 CA1111                          STATION RECOVERY (1971)
 CA1111
 CA1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1111'THIS STATION WAS NOT OCCUPIED, THUS REFERENCE MARK DISTANCES
 CA1111'AND DIRECTIONS WERE NOT REMEASURED.
 CA1111'
 CA1111'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED BY USGS
 CA1111'167 BALLINGER SECOND-ORDER PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1520 ***********************************************************************
 AH1520  DESIGNATION -  LOLA WINDMILL
 AH1520  PID         -  AH1520
 AH1520  STATE/COUNTY-  TX/KENEDY
 AH1520  USGS QUAD   -  LA PARRA RANCH SW (1975)
 AH1520
 AH1520                         *CURRENT SURVEY CONTROL
 AH1520  ___________________________________________________________________
 AH1520* NAD 83(1993)-  27 00 02.67531(N)    097 37 54.10644(W)     ADJUSTED  
 AH1520* NAVD 88     -                                                        
 AH1520  ___________________________________________________________________
 AH1520  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AH1520  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AH1520
 AH1520  HORZ ORDER  -  THIRD
 AH1520
 AH1520.The horizontal coordinates were established by classical geodetic methods
 AH1520.and adjusted by the National Geodetic Survey in February 1996..
 AH1520
 AH1520
 AH1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1520
 AH1520.The geoid height was determined by GEOID03.
 AH1520
 AH1520;                    North         East     Units Scale Factor Converg.
 AH1520;SPC TX S     - 5,148,100.703   386,173.082   MT  0.99989479   +0 23 39.2
 AH1520;SPC TX S     -16,890,060.39  1,266,969.52   sFT  0.99989479   +0 23 39.2
 AH1520;UTM  14      - 2,987,253.631   635,763.263   MT  0.99982754   +0 37 16.7
 AH1520
 AH1520                          SUPERSEDED SURVEY CONTROL
 AH1520
 AH1520  NAD 83(1986)-  27 00 02.69238(N)    097 37 54.07713(W) AD(       ) 4
 AH1520  NAD 27      -  27 00 01.50500(N)    097 37 53.10600(W) AD(       ) 3
 AH1520
 AH1520.Superseded values are not recommended for survey control.
 AH1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1520.See file dsdata.txt to determine how the superseded data were derived.
 AH1520
 AH1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3576387254(NAD 83)
 AH1520_MARKER: 66 = WINDMILL
 AH1520
 AH1520  HISTORY     - Date     Condition        Report By
 AH1520  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1520
 AH1520                          STATION DESCRIPTION
 AH1520
 AH1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1520'LOCATED 11.0 MILES E. OF TURCOTTE AND 18.0 MILES SE. OF SARITA,
 AH1520'ON THE KENEDY RANCH.
 AH1520'
 AH1520'TO REACH FROM TURCOTTE, GO N. ON U.S. HIGHWAY 77 2.2 MILES
 AH1520'TO SURFACE ROAD E., TURN RIGHT ONTO ROAD, PASS THROUGH GATE
 AH1520'IN RIGHT OF WAY FENCE (OBTAIN PERMISSION AND KEYS FROM RANCH
 AH1520'OFFICIALS IN SARITA), AND GO E. 9.3 MILES TO METAL GATE.
 AH1520'PASS THROUGH GATE AND GO 0.05 MILE TO INTERSECTION AND BUILDINGS
 AH1520'ON LEFT.  CONTINUE STRAIGHT AHEAD ONTO TRACK ROAD 0.25 MILE
 AH1520'TO FENCE CORNER, TURN LEFT AND GO 1.4 MILES TO EDGE OF OPEN
 AH1520'AREA TO SE., TURN RIGHT ACROSS COUNTRY APPROXIMATELY 0.1
 AH1520'MILE TO SAND RIDGE ALONG N. SIDE OF LOW AREA.  TURN LEFT AND
 AH1520'GO SE. ALONG RIDGE 0.9 MILE TO SHIFTING SAND DUNE.  TURN RIGHT
 AH1520'INTO LOW AREA AND CONTINUE SE. 0.8 MILE TO STATION SITE.
 AH1520'
 AH1520'STATION IS THE CENTER OF WOOD TOWER WINDMILL ABOUT 30 FEET
 AH1520'HIGH.
 AH1520'
 AH1520'STATION IS ON A LOW SAND RIDGE APPROXIMATELY 0.1 MILE NE
 AH1520'OF A LOW AREA, 0.1 MILE SW. OF A SHIFTING SAND DUNE AND 0.1
 AH1520'MILE SE OF WHERE A LOW AREA COMES TO A POINT.  IT IS IN THE CENTER
 AH1520'OF A SQUARE FENCE ENCLOSURE AND IS 18 YARDS SW OF A LARGE OPEN
 AH1520'CONCRETE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0806 ***********************************************************************
 AN0806  FBN         -  This is a Federal Base Network Control Station.
 AN0806  DESIGNATION -  LOLITA
 AN0806  PID         -  AN0806
 AN0806  STATE/COUNTY-  TX/JACKSON
 AN0806  USGS QUAD   -  LOLITA (1995)
 AN0806
 AN0806                         *CURRENT SURVEY CONTROL
 AN0806  ___________________________________________________________________
 AN0806* NAD 83(1993)-  28 50 05.03984(N)    096 32 36.90647(W)     ADJUSTED  
 AN0806* NAVD 88     -        12.0    (meters)      39.     (feet)  GPS OBS   
 AN0806  ___________________________________________________________________
 AN0806  X           -    -637,222.475 (meters)                     COMP
 AN0806  Y           -  -5,555,254.854 (meters)                     COMP
 AN0806  Z           -   3,057,860.458 (meters)                     COMP
 AN0806  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AN0806  ELLIP HEIGHT-         -15.22  (meters)          (05/01/00) GPS OBS
 AN0806  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN0806
 AN0806  HORZ ORDER  -  B
 AN0806  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0806  ELLP ORDER  -  THIRD     CLASS I
 AN0806
 AN0806.The horizontal coordinates were established by GPS observations
 AN0806.and adjusted by the National Geodetic Survey in May 1994..
 AN0806
 AN0806.The orthometric height was determined by GPS observations and a
 AN0806.high-resolution geoid model.
 AN0806.The vertical order pertains to the NGVD 29 superseded value.
 AN0806
 AN0806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN0806
 AN0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0806
 AN0806.The ellipsoidal height was determined by GPS observations
 AN0806.and is referenced to NAD 83.
 AN0806
 AN0806.The geoid height was determined by GEOID03.
 AN0806
 AN0806;                    North         East     Units Scale Factor Converg.
 AN0806;SPC TXSC     - 4,113,500.306   839,688.776   MT  0.99990108   +1 12 12.3
 AN0806;SPC TXSC     -13,495,708.92  2,754,878.93   sFT  0.99990108   +1 12 12.3
 AN0806;UTM  14      - 3,192,154.518   739,673.774   MT  1.00030894   +1 11 06.9
 AN0806
 AN0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0806!SPC TXSC     -   1.00000239  x   0.99990108  =   0.99990347
 AN0806!UTM  14      -   1.00000239  x   1.00030894  =   1.00031133
 AN0806
 AN0806:                Primary Azimuth Mark                     Grid Az
 AN0806:SPC TXSC     -  LA WARD MUNICIPAL TANK                   080 39 08.5
 AN0806:UTM  14      -  LA WARD MUNICIPAL TANK                   080 40 13.9
 AN0806
 AN0806|---------------------------------------------------------------------|
 AN0806| PID    Reference Object                     Distance      Geod. Az  |
 AN0806|                                                           dddmmss.s |
 AN0806| AN2256 LA WARD MUNICIPAL TANK              APPROX. 7.8 KM 0815120.8 |
 AN0806| AN0807 LOLITA RM 1                         115.001 METERS 08216     |
 AN0806| AN2340 LOLITA MUN TANK                     199.034 METERS 08503     |
 AN0806| CV6514 LOLITA RM 3                          26.061 METERS 13006     |
 AN0806| AN2341 LOLITA 1931 AZ MK                   389.892 METERS 15716     |
 AN0806| AN2342 LOLITA 1931 AZ MK TPT               384.205 METERS 15716     |
 AN0806| AN2343 EDNA TANK                           APPROX.18.9 KM 3271136.5 |
 AN0806| AN0805 LOLITA RM 2                                        35627     |
 AN0806|---------------------------------------------------------------------|
 AN0806
 AN0806                          SUPERSEDED SURVEY CONTROL
 AN0806
 AN0806  ELLIP H (05/09/94)  -15.05   (m)                       GP(       ) 4 2
 AN0806  NAD 83(1986)-  28 50 05.05425(N)    096 32 36.89158(W) AD(       ) 1
 AN0806  NAD 27      -  28 50 04.14107(N)    096 32 35.99605(W) AD(       ) 3
 AN0806  NGVD 29 (??/??/92)   12.149  (m)           39.86   (f) ADJ UNCH    1 1
 AN0806
 AN0806.Superseded values are not recommended for survey control.
 AN0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0806.See file dsdata.txt to determine how the superseded data were derived.
 AN0806
 AN0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3967492155(NAD 83)
 AN0806_MARKER: DS = TRIANGULATION STATION DISK
 AN0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0806_SP_SET: SQUARE CONCRETE MONUMENT
 AN0806_STAMPING: LOLITA 1931
 AN0806_MARK LOGO: CGS   
 AN0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0806+STABILITY: SURFACE MOTION
 AN0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0806+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 AN0806
 AN0806  HISTORY     - Date     Condition        Report By
 AN0806  HISTORY     - 1931     MONUMENTED       CGS
 AN0806  HISTORY     - 1951     GOOD             CGS
 AN0806  HISTORY     - 1956     GOOD             CGS
 AN0806  HISTORY     - 1961     GOOD             CGS
 AN0806  HISTORY     - 1972     GOOD             NGS
 AN0806  HISTORY     - 1972     GOOD             NGS
 AN0806  HISTORY     - 1978     GOOD             NGS
 AN0806  HISTORY     - 1980     GOOD             NGS
 AN0806  HISTORY     - 19880525 GOOD
 AN0806  HISTORY     - 19890120 GOOD             NGS
 AN0806  HISTORY     - 19910312 GOOD             NOS
 AN0806  HISTORY     - 19930210 GOOD             NGS
 AN0806  HISTORY     - 19980218 GOOD             NGS
 AN0806
 AN0806                          STATION DESCRIPTION
 AN0806
 AN0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN0806'ABOUT 12 MILES SE OF EDNA IN VILLAGE OF LOLITA, 0.45 MILE
 AN0806'S AND 0.1 MILE W OF MISSOURI PACIFIC RAILWAY STATION, IN
 AN0806'FENCE LINE NEAR NE CORNER OF SCHOOL GROUNDS, ON SCHOOL PROPERTY,
 AN0806'68 METERS (223 FEET) NE OF SCHOOL BUILDING, 23.5 METERS
 AN0806'(77 FEET) S OF CENTER LINE OF DIRT ROAD, 13.6 METERS (45 FEET)
 AN0806'S OF FENCE CORNER, AND 0.33 METER (1.1 FEET) W OF WIRE FENCE
 AN0806'BETWEEN SCHOOL GROUNDS AND I.N. MITCHELLS LAND.
 AN0806'
 AN0806'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 AN0806'SET IN CONCRETE.
 AN0806'
 AN0806'SURFACE MARK EXTENDS 10 INCHES ABOVE GROUND.
 AN0806'
 AN0806'REFERENCE MARK NO. 1 EXTENDS 3 INCHES ABOVE GROUND, IS 0.45
 AN0806'MILE S OF RAILWAY STATION AT LOLITA, SW OF A ROAD CORNER,
 AN0806'ABOUT 60 METERS (197 FEET) N OF A HOUSE, 190 METERS (623 FEET)
 AN0806'E OF SCHOOL, 16.6 METERS (54 FEET) SW OF CENTER OF ROAD
 AN0806'CORNERS, 4.70 METERS (15.4 FEET) W OF FENCE CORNER, 0.38
 AN0806'METER (1.2 FEET) N OF FENCE LINE, ON S SIDE OF ROAD
 AN0806'RIGHT-OF-WAY, AND 125 METERS (410 FEET) FROM STATION, N 81 DEG 59 MIN
 AN0806'E.
 AN0806'
 AN0806'REFERENCE MARK NO. 2 PROJECTS 3 INCHES ABOVE GROUND, IS
 AN0806'ABOUT 1/4 MILE S AND 0.1 MILE W OF RAILWAY STATION AT LOLITA,
 AN0806'IN THE SE CORNER OF BAPTIST CHURCHYARD, NEAR NE FENCE CORNER
 AN0806'OF GARDEN PLOT, 35.5 METERS (116 FEET) S OF CENTER LINE
 AN0806'OF DIRT ROAD, 17.13 METERS (56.2 FEET) SE OF SE CORNER OF
 AN0806'CHURCH, 10.3 METERS (34 FEET) W OF FENCE LINE, 0.50 METER
 AN0806'(1.6 FEET) E OF FENCE CORNER OF ANOTHER FENCE LINE, AND
 AN0806'APPROXIMATELY 0.2 MILE FROM STATION, N 3 DEG 33 MIN W.
 AN0806
 AN0806                          STATION RECOVERY (1951)
 AN0806
 AN0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AN0806'STATION IS LOCATED 0.45 MILE S ALONG A PAVED ROAD FROM THE
 AN0806'ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION AT LOLITA,
 AN0806'105.4 FEET NE OF THE CENTER OF THE N ENTRANCE TO THE HIGH
 AN0806'SCHOOL, 37.3 FEET N OF THE NE CORNER OF THE SCHOOL BUILDING,
 AN0806'7.8 FEET W OF THE CENTER LINE OF A SHELL DRIVEWAY AROUND
 AN0806'THE SCHOOL BUILDING, AND 76.3 FEET S OF THE CENTER LINE
 AN0806'OF AN E-W PAVED ROAD.
 AN0806'
 AN0806'STATION MARK IS A STANDARD STATION DISK, SET IN THE TOP
 AN0806'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, AND IS
 AN0806'STAMPED LOLITA 1931.
 AN0806'
 AN0806'REFERENCE MARK 1 IS 410.0 FEET E OF THE STATION, 52 FEET
 AN0806'W OF THE CENTER OF A CATTLE GUARD, AND 4 FEET S OF A FENCE.
 AN0806'IT IS A STANDARD REFERENCE DISK, SET IN THE TOP OF A CONCRETE
 AN0806'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, AND IS STAMPED
 AN0806'LOLITA NO 1 1931.
 AN0806'
 AN0806'REFERENCE MARK 2 IS 0.3 MILE N OF THE STATION, 119 FEET
 AN0806'S OF THE CENTER OF A ROAD INTERSECTION, 57.4 FEET E OF THE
 AN0806'SE CORNER OF THE BAPTIST CHURCH, 14.6 FEET W OF THE CENTER
 AN0806'LINE OF A SHELL STREET, AND 22.1 FEET NE OF THE NE CORNER
 AN0806'OF A HOUSE.  IT IS A STANDARD REFERENCE DISK, SET IN THE
 AN0806'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AN0806'GROUND, AND IS STAMPED LOLITA NO 2 1931.
 AN0806
 AN0806                          STATION RECOVERY (1956)
 AN0806
 AN0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WHS)
 AN0806'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN0806'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 AN0806
 AN0806                          STATION RECOVERY (1961)
 AN0806
 AN0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRM)
 AN0806'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN0806'
 AN0806'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN0806
 AN0806                          STATION RECOVERY (1972)
 AN0806
 AN0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 AN0806'THE STATION MARK, STAMPED LOLITA 1931, IS ABOUT 0.4 MILE
 AN0806'SOUTH ALONG FARM-TO-MARKET ROAD 1593 FROM THE CROSSING OF
 AN0806'THE MISSOURI PACIFIC RAILROAD, THENCE 0.1 MILE WEST ALONG
 AN0806'W. WALNUT STREET, 77 FEET SOUTH OF THE CENTER LINE OF THE
 AN0806'STREET, 37.5 FEET NORTH OF THE NORTHEAST CORNER OF THE LOLITA
 AN0806'JUNIOR HIGH SCHOOL BUILDING, 94-1/2 FEET WEST-SOUTHWEST
 AN0806'OF A POWER POLE WHICH IS BRACED BY 2 GUY WIRES, 96.2 FEET
 AN0806'EAST OF THE EAST EDGE OF A CONCRETE WALKWAY WHICH LEADS
 AN0806'TO THE NORTH MAIN ENTRANCE TO THE BUILDING, ABOUT LEVEL
 AN0806'WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH
 AN0806'PROJECTS 1 INCH.
 AN0806'
 AN0806'RM 1, STAMPED 31, IS 0.1 MILE EAST OF THE STATION MARK,
 AN0806'27-1/2 FEET SOUTH OF THE CENTER LINE OF THE STREET, 46 FEET
 AN0806'WEST OF THE CENTER LINE OF FARM-TO-MARKET ROAD 1593, 13
 AN0806'FEET WEST OF A POWER POLE WHICH BEARS A LIGHT AND WHICH
 AN0806'IS BRACED BY 3 GUY WIRES, 14 FEET EAST OF A FENCE, ABOUT
 AN0806'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 AN0806'A CONCRETE POST WHICH PROJECTS 2 INCHES.
 AN0806'
 AN0806'RM 2, STAMPED LOLITA NO 2 1931, IS ABOUT 0.2 MILE NORTH
 AN0806'OF THE STATION MARK, 116-1/2 FEET SOUTH OF THE CENTER LINE
 AN0806'OF W. LIVE OAK STREET, 15-1/2 FEET WEST OF THE CENTER LINE
 AN0806'OF COLLEGE STREET, 44.8 FEET EAST OF THE SOUTHEAST CORNER
 AN0806'OF A BRICK HOUSE, 1 FOOT NORTH OF A 25-INCH CHINABERRY TREE,
 AN0806'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH
 AN0806'THE SURFACE OF THE GROUND.
 AN0806'
 AN0806'NOTE--REFERENCE MARK NUMBER 1 HAS BEEN HIT AND HALF OF THE
 AN0806'DISK IS MISSING.  THE ONLY LETTERS LEFT IN THE STAMPING
 AN0806'ARE 31.
 AN0806'
 AN0806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE
 AN0806'SOUTH OF LOLITA
 AN0806
 AN0806                          STATION RECOVERY (1972)
 AN0806
 AN0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0806'IN LOLITA.
 AN0806'AT LOLITA, ABOUT 0.4 MILE SOUTH ALONG FARM-TO-MARKET ROAD 1593 FROM
 AN0806'THE CROSSING OF THE MISSOURI PACIFIC RAILROAD, THENCE 0.1 MILE WEST
 AN0806'ALONG W. WALNUT STREET, 77 FEET SOUTH OF THE CENTER LINE OF THE
 AN0806'STREET, 37.5 FEET NORTH OF THE NORTHEAST CORNER OF A BRICK SCHOOL
 AN0806'BUILDING, 94 1/2 FEET WEST-SOUTHWEST OF A POWER POLE WHICH IS BRACED
 AN0806'BY 2 GUY WIRES, 96.2 FEET EAST OF THE EAST EDGE OF A CONCRETE WALKWAY
 AN0806'WHICH LEADS TO THE NORTH MAIN ENTRANCE TO THE BUILDING, ABOUT LEVEL
 AN0806'WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AN0806'1 INCH.
 AN0806
 AN0806                          STATION RECOVERY (1978)
 AN0806
 AN0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0806'RECOVERED IN GOOD CONDITION.
 AN0806
 AN0806                          STATION RECOVERY (1980)
 AN0806
 AN0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN0806'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  HOWEVER,
 AN0806'REFERENCE MARK 1 WAS FOUND WITH PART OF THE DISK BROKEN OFF AND
 AN0806'ALSO ONE CORNER OF THE CONCRETE MONUMENT IS BROKEN OFF.
 AN0806'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER
 AN0806'BY 10 METERS IN COMPARISON TO THE 1931 DESCRIPTION
 AN0806'BY F.L.G.  REFERENCE MARK 2 IS NO LONGER VISIBLE
 AN0806'TO THE STATION BECAUSE OF A 24-INCH CHINABERRY TREE BEING ON
 AN0806'THE LINE OF SIGHT.  THE MONUMENT IS ALSO LEANING TO THE NORTH
 AN0806'BECAUSE THE TREE ROOTS ARE PUSHING IT OVER.  A NEW REFERENCE
 AN0806'MARK 3 AND AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A
 AN0806'NEW DESCRIPTION FOLLOWS.
 AN0806'
 AN0806'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF LOLITA AND ON
 AN0806'PUBLIC SCHOOL PROPERTY.  PERMISSION WAS GRANTED BY MR. H.L.
 AN0806'GARRISON, SUPERINTENDENT OF PUBLIC SCHOOLS AT VANDERBILT,
 AN0806'PHONE NUMBER 512-284-3226.
 AN0806'
 AN0806'TO REACH THE STATION FROM THE POST OFFICE IN LOLITA, GO SOUTH
 AN0806'ON FARM ROAD 1593 (PRAIRIE ROAD) FOR 0.3 MILE TO A CROSSROAD
 AN0806'(WEST WALNUT STREET).  TURN RIGHT AND GO WEST ON THE PAVED
 AN0806'STREET FOR 0.05 MILE TO THE SCHOOL BUILDING AND THE STATION
 AN0806'ON THE LEFT AS DESCRIBED.
 AN0806'
 AN0806'THE STATION IS A STANDARD NGS DISK
 AN0806'STAMPED---LOLITA 1931---,
 AN0806'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 AN0806'FLUSH WITH GROUND.  IT IS LOCATED
 AN0806'100 FEET NORTH-NORTHWEST FROM THE NORTHEAST CORNER OF THE
 AN0806'SCHOOLHOUSE,
 AN0806'74 FEET SOUTH FROM THE CENTER OF WEST WALNUT STREET AND
 AN0806'37.5 FEET EAST FROM THE CONCRETE SIDEWALK.
 AN0806'
 AN0806'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK, HOWEVER, THE
 AN0806'STAMPING IS NOT LEGIBLE.
 AN0806'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 AN0806'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 AN0806'56 FEET SOUTHWEST FROM THE CENTER OF THE CROSSROAD,
 AN0806'11 FEET EAST FROM POWER POLE NUMBER 314/2 AND
 AN0806'1 FOOT NORTH FROM A METAL WITNESS POST.
 AN0806'MARK IS LEVEL WITH STATION.
 AN0806'
 AN0806'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AN0806'STAMPED---LOLITA 1931 NO 3 1980---,
 AN0806'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 AN0806'FLUSH WITH GROUND.  IT IS LOCATED
 AN0806'66.8 FEET EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 AN0806'SCHOOLHOUSE,
 AN0806'9 FEET WEST FROM THE CENTER OF A PAVED DRIVEWAY AND
 AN0806'6 FEET NORTH FROM THE NORTH EDGE OF A CONCRETE SIDEWALK.
 AN0806'MARK IS LEVEL WITH STATION.
 AN0806'
 AN0806'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 AN0806'STAMPED---LOLITA 1931 1980---,
 AN0806'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AN0806'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 AN0806'117 FEET SOUTH FROM A FIRE HYDRANT,
 AN0806'57.7 FEET EAST FROM THE CENTER OF THE PAVED ROAD AND
 AN0806'2 FEET WEST FROM A METAL WITNESS POST.
 AN0806'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK,
 AN0806'STAMPED---LOLITA 1931 1980---, SET INTO THE TOP OF
 AN0806'AN IRREGULAR MASS OF CONCRETE ABOUT 1 METER BELOW
 AN0806'THE GROUND.
 AN0806'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON WEST
 AN0806'WALNUT STREET FOR 0.05 MILE TO THE CROSSROAD.  TURN RIGHT AND
 AN0806'GO SOUTH ON FARM ROAD 1593 FOR 0.25 MILE TO THE MARK
 AN0806'ON THE LEFT AS DESCRIBED.
 AN0806'
 AN0806'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE SCHOOL BUSES
 AN0806'AND CARS IN THE PARKING LOT WERE ON LINE OF SIGHT.
 AN0806'
 AN0806'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 AN0806'
 AN0806'THE 1931 DATA BY F.L.G. STATES THERE IS AN UNDERGROUND
 AN0806'DISK AT THE STATION MARK.
 AN0806
 AN0806                          STATION RECOVERY (1988)
 AN0806
 AN0806'RECOVERED 1988
 AN0806'RECOVERED IN GOOD CONDITION.
 AN0806
 AN0806                          STATION RECOVERY (1989)
 AN0806
 AN0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AN0806'RECOVERED IN GOOD CONDITION.
 AN0806
 AN0806                          STATION RECOVERY (1991)
 AN0806
 AN0806'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AN0806'THE STATION IS LOCATED APPROXIMATELY 0.4 MILE SOUTH OF THE
 AN0806'INTERSECTION OF FARM ROAD 616 AND 1593 IN THE TOWN OF LOLITA ON THE
 AN0806'OLD LOLITA HIGH SCHOOL GROUNDS (NOW A JUNIOR HIGH SCHOOL).TO REACH
 AN0806'THE STATION FROM THE INTERSECTION OF 616 AND 1593 (PRAIRIE STREET) IN
 AN0806'LOLITA, TRAVEL SOUTH ON HIGHWAY 1593 FOR 0.4 MILE TO A WATER TANK ON
 AN0806'THE LEFT AND WALNUT STREET ON THE RIGHT. TURN RIGHT ONTO WALNUT
 AN0806'STREET AND TRAVEL WEST FOR 0.1 MILE TO LOLITA HIGH SCHOOL AND THE
 AN0806'STATION ON THE LEFT.THE STATION IS 105.4 FEET NE OF THE CENTER OF
 AN0806'THE NORTH ENTRANCE OF THE SCHOOL, 37.3 FEET NORTH OF THE NE CORNER OF
 AN0806'THE SCHOOL, 70.8 FEET WEST OF THE CENTERLINE OF PAVED DRIVEWAY AROUND
 AN0806'THE SCHOOL, AND 76.3 FEET SOUTH OF THE CENTERLINE OF WALNUT
 AN0806'STREET.THE MARK IS A STANDARD USCGS BRONZE DISK STAMPED--LOLITA
 AN0806'1931--SET INTO THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AN0806'GROUND.REFERNCE MARK NO. 3 IS 85.5 FEETE OF THE STATION. IT IS A
 AN0806'STANDARD NGS DISK SET INTO THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AN0806'WITH THE GROUND AND IS STAMPED--LOLITA 1931 NO.3 1980--.REFERENCE
 AN0806'MARKS 1 AND 2 WERE NOT SEARCHED FOR.
 AN0806
 AN0806                          STATION RECOVERY (1993)
 AN0806
 AN0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AN0806'STATION IS LOCATED ABOUT 40 KM (24.85 MI) EAST OF VICTORIA, 18 KM
 AN0806'(11.20 MI) SOUTHEAST OF HIGHWAY 59, IN THE TOWN OF LOLITA ABOUT 0.6
 AN0806'KM (0.35 MI) SOUTH OF THE INTERSECTION OF FARM ROADS 616 AND 1593 AND
 AN0806'IS ON THE FRONT LAWN OF THE OLD LOLITA HIGH SCHOOL GROUNDS (NOW A
 AN0806'JUNIOR HIGH SCHOOL). OWNERSHIP--UNKNOWN.
 AN0806'TO REACH FROM THE INTERSECTION OF FARM ROADS 616 WEST AND 1593
 AN0806'(PRAIRIE STREET) ON THE NORTH SIDE OF LOLITA, GO SOUTH ON ROAD 1593
 AN0806'FOR 0.65 KM (0.40 MI) TO WALNUT STREET ON THE RIGHT AND A WATER TANK
 AN0806'ON THE LEFT.  TURN RIGHT, WEST, ON WALNUT STREET FOR 0.12 KM
 AN0806'(0.05 MI) TO THE STATION ON THE LEFT.
 AN0806'STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FLUSH WITH
 AN0806'THE GROUND.  IT IS 32.13 M (105.41 FT) EAST FROM THE CENTER OF THE
 AN0806'NORTH ENTRANCE OF THE SCHOOL, 11.4 M (37.4 FT) NORTH FROM THE
 AN0806'NORTHEAST CORNER OF THE SCHOOL, 21.5 M (70.5 FT) WEST FROM THE CENTER
 AN0806'OF THE PAVED DRIVEWAY AROUND THE SCHOOL, AND 23.2 M (76.1 FT) SOUTH
 AN0806'FROM THE CENTER OF WALNUT STREET.
 AN0806
 AN0806                          STATION RECOVERY (1998)
 AN0806
 AN0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AN0806'STATION AND RM 3 RECOVERED IN GOOD CONDITION.  RM 1 NOT FOUND AND
 AN0806'PRESUMED DESTROYED WITH DISK GONE AND STEM REMAINS FOUND IN A SQUARED
 AN0806'CONCRETE POST AT THE RECORD LOCATION.  RM 2 NOT FOUND.  AZIMUTH MARK
 AN0806'1931 RESET 1980 RECOVERED IN GOOD CONDITION, 0.25 MI (0.40 KM) SOUTH
 AN0806'ALONG PRAIRIE ST FROM WALNUT ST. THE STATION IS LOCATED ABOUT 45 KM
 AN0806'(27.95 MI) EAST OF VICTORIA, 19.5 KM (12.10 MI) SOUTHEAST OF US
 AN0806'HIGHWAY 59 ON THE SOUTH SIDE OF THE TOWN OF LOLITA AT THE INDUSTRIAL
 AN0806'JUNIOR HIGH SCHOOL (FORMER LOLITA HIGH SCHOOL). OWNERSHIP--INDUSTRIAL
 AN0806'LOCAL SCHOOL DISTRICT, P.O. BOX 369, VANDERBILT TX 77991, PHONE
 AN0806'512-284-3226.  FOR PERMISSION TO OCCUPY THIS STATION CONTACT
 AN0806'SUPERINTENDENT BOBBY NOCHOLSON PHONE 512-284-3226.  ADVISE JUNIOR HIGH
 AN0806'SCHOOL PRINCIPAL BOBBY HULTQUIST BY PHONE AND IN PERSON BEFORE
 AN0806'OCCUPYING THIS STATION, PHONE 512-874-4334.  THIS SCHOOL CAMPUS IS A
 AN0806'SMOKE, ALCOHOL AND FIREARM FREE ZONE.  TO REACH THE STATION FROM THE
 AN0806'JUNCTION OF STATE HIGHWAY 111 AND STATE HIGHWAY 172 ABOUT 53 KM (32.95
 AN0806'MI) EASTERLY FROM VICTORIA, GO SOUTH ON STATE HIGHWAY 172 FOR 12.2 KM
 AN0806'(7.60 MI) TO A ROAD ON RIGHT.  TURN RIGHT AND GO WEST ON FARM ROAD 616
 AN0806'FOR 7.7 KM (4.80 MI) MI TO A T-JUNCTION.  TURN LEFT AND GO SOUTH ON
 AN0806'FARM ROAD 1592 (PRAIRIE ST) FOR 0.7 KM (0.45 MI) TO A CROSSROAD WITH A
 AN0806'WATER TOWER ON LEFT.  TURN RIGHT AND GO WEST ON COUNTY HIGHWAY 429
 AN0806'(WALNUT STREET) FOR 0.08 KM (0.05 MI) TO THE STATION ON LEFT.  THE
 AN0806'MARK IS A CGS TRIANGULATION DISK IN A 30 CM (12 IN) SQUARED CONCRETE
 AN0806'POST.  THE MARK IS ABOUT FLUSH WITH THE GROUND.  THE STATION IS
 AN0806'LOCATED 26.0 M (85.3 FT) NORTHWEST FROM LOLITA RM 3, 30.6 M (100.4 FT)
 AN0806'EAST FROM THE CENTER OF THE 2.4 M (7.9 FT) CONCRETE WALK TO THE MAIN
 AN0806'ENTRANCE, 23.2 M (76.1 FT) SOUTH FROM THE CENTER OF WALNUT STREET,
 AN0806'22.1 M (72.5 FT) WEST FROM THE CENTER OF A PAVED DRIVEWAY, 11.5 M
 AN0806'(37.7 FT) NORTH FROM THE NORTHEAST CORNER OF A ONE STORY BRICK
 AN0806'BUILDING, AND 9.0 M (29.5 FT) WEST FROM THE NORTHWEST STEEL POST OF A
 AN0806'SHEET METAL SCHOOL SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2341 ***********************************************************************
 AN2341  DESIGNATION -  LOLITA 1931 AZ MK
 AN2341  PID         -  AN2341
 AN2341  STATE/COUNTY-  TX/JACKSON
 AN2341  USGS QUAD   -  LOLITA (1995)
 AN2341
 AN2341                         *CURRENT SURVEY CONTROL
 AN2341  ___________________________________________________________________
 AN2341* NAD 83(1993)-  28 49 53.35970(N)    096 32 31.34806(W)     ADJUSTED  
 AN2341* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 AN2341  ___________________________________________________________________
 AN2341  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AN2341  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN2341
 AN2341  HORZ ORDER  -  SECOND
 AN2341
 AN2341.The horizontal coordinates were established by classical geodetic methods
 AN2341.and adjusted by the National Geodetic Survey in February 1996..
 AN2341
 AN2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2341
 AN2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2341
 AN2341.The geoid height was determined by GEOID03.
 AN2341
 AN2341;                    North         East     Units Scale Factor Converg.
 AN2341;SPC TXSC     - 4,113,143.991   839,846.969   MT  0.99990157   +1 12 15.1
 AN2341;SPC TXSC     -13,494,539.91  2,755,397.93   sFT  0.99990157   +1 12 15.1
 AN2341;UTM  14      - 3,191,798.007   739,831.918   MT  1.00030988   +1 11 09.2
 AN2341
 AN2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2341!SPC TXSC     -   1.00000248  x   0.99990157  =   0.99990405
 AN2341!UTM  14      -   1.00000248  x   1.00030988  =   1.00031236
 AN2341
 AN2341                          SUPERSEDED SURVEY CONTROL
 AN2341
 AN2341  NAD 83(1986)-  28 49 53.37299(N)    096 32 31.33610(W) AD(       ) 2
 AN2341  NAD 27      -  28 49 52.41576(N)    096 32 30.42123(W) AD(       ) 2
 AN2341  NGVD 29 (07/19/86)   11.5    (m)           38.     (f) VERT ANG       
 AN2341
 AN2341.Superseded values are not recommended for survey control.
 AN2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2341.See file dsdata.txt to determine how the superseded data were derived.
 AN2341
 AN2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3983291798(NAD 83)
 AN2341_MARKER: DZ = AZIMUTH MARK DISK
 AN2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AN2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2341+STABILITY: SURFACE MOTION
 AN2341
 AN2341  HISTORY     - Date     Condition        Report By
 AN2341  HISTORY     - 1980     MONUMENTED       NGS
 AN2341  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2341
 AN2341                          STATION DESCRIPTION
 AN2341
 AN2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2341'THE STATION IS LOCATED IN THE SMALL COMMUNTIY OF LOLITA
 AN2341'AND ON HIGHWAY RIGHT-OF-WAY.
 AN2341'
 AN2341'TO REACH THE STATION FROM THE POST OFFICE IN LOLITA,
 AN2341'GO SOUTH ON FARM ROAD 1593 (PRAIRE ROAD) FOR 0.55 MILE
 AN2341'TO THE STATION ON THE LEFT AS DESCRIBED.
 AN2341'
 AN2341'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK,
 AN2341'STAMPED---LOLITA 1931 1980---,
 AN2341'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 AN2341'IN DIAMETER PROJECTING 2 CM ABOVE THE GROUND.  IT IS
 AN2341'LOCATED 117 FEET SOUTH FROM A FIRE HYDRANT,
 AN2341'57.7 FEET EAST FROM THE CENTER OF THE PAVED ROAD AND
 AN2341'2 FEET WEST FROM A METAL WITNESS POST.  THE UNDERGROUND
 AN2341'MARK IS A STANDARD NGS AZIMUTH MARK DISK,
 AN2341'STAMPED---LOLITA 1931 1980---, SET INTO THE TOP OF
 AN2341'AN IRREGULAR MASS OF CONCRETE ABOUT 1 METER BELOW
 AN2341'THE GROUND.
 AN2341'
 AN2341'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
 AN2341'
 AN2341'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE
 AN2341'WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 AN2341'
 AN2341'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AN2341'LOLITA 1931 USING ELECTRONIC DISTANCE MEASURING
 AN2341'EQUIPMENT.
 AN2341
 AN2341                          STATION RECOVERY (1998)
 AN2341
 AN2341'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2340 ***********************************************************************
 AN2340  DESIGNATION -  LOLITA MUN TANK
 AN2340  PID         -  AN2340
 AN2340  STATE/COUNTY-  TX/JACKSON
 AN2340  USGS QUAD   -  LOLITA (1995)
 AN2340
 AN2340                         *CURRENT SURVEY CONTROL
 AN2340  ___________________________________________________________________
 AN2340* NAD 83(1993)-  28 50 05.59836(N)    096 32 29.59200(W)     ADJUSTED  
 AN2340* NAVD 88     -        12.4    (meters)      41.     (feet)  VERTCON   
 AN2340  ___________________________________________________________________
 AN2340  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AN2340  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN2340
 AN2340  HORZ ORDER  -  THIRD
 AN2340
 AN2340.The horizontal coordinates were established by classical geodetic methods
 AN2340.and adjusted by the National Geodetic Survey in February 1996..
 AN2340
 AN2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2340
 AN2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2340
 AN2340.The geoid height was determined by GEOID03.
 AN2340
 AN2340;                    North         East     Units Scale Factor Converg.
 AN2340;SPC TXSC     - 4,113,521.662   839,886.642   MT  0.99990105   +1 12 15.9
 AN2340;SPC TXSC     -13,495,778.99  2,755,528.09   sFT  0.99990105   +1 12 15.9
 AN2340;UTM  14      - 3,192,175.820   739,871.727   MT  1.00031011   +1 11 10.5
 AN2340
 AN2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2340!SPC TXSC     -   1.00000232  x   0.99990105  =   0.99990337
 AN2340!UTM  14      -   1.00000232  x   1.00031011  =   1.00031243
 AN2340
 AN2340                          SUPERSEDED SURVEY CONTROL
 AN2340
 AN2340  NAD 83(1986)-  28 50 05.61134(N)    096 32 29.57697(W) AD(       ) 4
 AN2340  NAD 27      -  28 50 04.65524(N)    096 32 28.66890(W) AD(       ) 3
 AN2340  NGVD 29 (07/19/86)   12.5    (m)           41.     (f) VERT ANG       
 AN2340
 AN2340.Superseded values are not recommended for survey control.
 AN2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2340.See file dsdata.txt to determine how the superseded data were derived.
 AN2340
 AN2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3987292176(NAD 83)
 AN2340_MARKER: 51 = TANK
 AN2340_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2340
 AN2340  HISTORY     - Date     Condition        Report By
 AN2340  HISTORY     - 1980     FIRST OBSERVED   NGS
 AN2340
 AN2340                          STATION DESCRIPTION
 AN2340
 AN2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2340'THE STATION, LOLITA MUNICIPAL WATER TANK, IS A FOUR LEGGED STEEL
 AN2340'STRUCTURE, SILVER, OVAL TOP AND BOTTOM TANK, WITH THE LETTERS
 AN2340'LOLITA IN BLACK ON ITS NORTHWEST AND SOUTHEAST SIDES, AND AN
 AN2340'OVERALL HEIGHT OF 123 FEET. POINT INTERSECTED WAS THE APEX OF
 AN2340'VENT.
 AN2340'
 AN2340'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF LOLITA.
 AN2340'
 AN2340'TO REACH THE STATION FROM THE LOLITA JUNIOR HIGH SCHOOL GO EAST
 AN2340'FOR 0.15 MILE ON A DEAD END STREET TO THE STATION ON THE RIGHT.
 AN2340'
 AN2340'A TRAVERSE CONNECTION WAS MADE TO TRIANGUALTION
 AN2340'STATION LOLITA 1931 USING ELECTRONIC DISTANCE
 AN2340'MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0807 ***********************************************************************
 AN0807  DESIGNATION -  LOLITA RM 1
 AN0807  PID         -  AN0807
 AN0807  STATE/COUNTY-  TX/JACKSON
 AN0807  USGS QUAD   -  LOLITA (1995)
 AN0807
 AN0807                         *CURRENT SURVEY CONTROL
 AN0807  ___________________________________________________________________
 AN0807* NAD 83(1986)-  28 50 05.     (N)    096 32 33.     (W)     SCALED    
 AN0807* NAVD 88     -        12.09   (+/-2cm)      39.7    (feet)  VERTCON   
 AN0807  ___________________________________________________________________
 AN0807  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN0807
 AN0807  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0807
 AN0807.The horizontal coordinates were scaled from a topographic map and have
 AN0807.an estimated accuracy of +/- 6 seconds.
 AN0807
 AN0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0807.The vertical order pertains to the NGVD 29 superseded value.
 AN0807
 AN0807.The geoid height was determined by GEOID03.
 AN0807
 AN0807;                    North         East    Units  Estimated Accuracy
 AN0807;SPC TXSC     - 4,113,500.      839,800.      MT  (+/- 180 meters Scaled)
 AN0807
 AN0807                          SUPERSEDED SURVEY CONTROL
 AN0807
 AN0807  NGVD 29 (??/??/92)   12.178  (m)           39.95   (f) ADJ UNCH    1 1
 AN0807
 AN0807.Superseded values are not recommended for survey control.
 AN0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0807.See file dsdata.txt to determine how the superseded data were derived.
 AN0807
 AN0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS397921(NAD 83)
 AN0807_MARKER: DR = REFERENCE MARK DISK
 AN0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0807_STAMPING: 31
 AN0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0807+STABILITY: SURFACE MOTION
 AN0807
 AN0807  HISTORY     - Date     Condition        Report By
 AN0807  HISTORY     - 1931     MONUMENTED       CGS
 AN0807  HISTORY     - 1972     GOOD             NGS
 AN0807  HISTORY     - 1978     POOR             NGS
 AN0807  HISTORY     - 19980725 POOR             USPSQD
 AN0807
 AN0807                          STATION DESCRIPTION
 AN0807
 AN0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0807'IN LOLITA.
 AN0807'AT LOLITA, ABOUT 0.4 MILE SOUTH ALONG FARM-TO-MARKET ROAD 1593 FROM
 AN0807'THE CROSSING OF THE MISSOURI PACIFIC RAILROAD, 46 FEET WEST OF THE
 AN0807'CENTER LINE OF THE ROAD, 27 1/2 FEET SOUTH OF THE CENTER LINE OF W.
 AN0807'WALNUT STREET, 13 FEET WEST OF A POWER POLE WHICH BEARS A LIGHT AND
 AN0807'WHICH IS BRACED BY 3 GUY WIRES, 14 FEET EAST OF A FENCE, 0.1 MILE EAST
 AN0807'OF TRIANGULATION STATION LOLITA WHICH IS AT THE LOLITA JUNIOR HIGH
 AN0807'SCHOOL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 AN0807'OF A CONCRETE POST WHICH PROJECTS 2 INCHES.  NOTE-- HALF OF THE DISK
 AN0807'HAS BEEN SHEARED OFF AND THE LETTERS 31 ARE THE ONLY ONES THAT ARE
 AN0807'LEFT OF THE STAMPING.  THE MARK APPEARS TO BE SOLID.
 AN0807
 AN0807                          STATION RECOVERY (1978)
 AN0807
 AN0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0807'MARK RECOVERED IN POOR CONDITION.
 AN0807
 AN0807                          STATION RECOVERY (1998)
 AN0807
 AN0807'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0807'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0805 ***********************************************************************
 AN0805  DESIGNATION -  LOLITA RM 2
 AN0805  PID         -  AN0805
 AN0805  STATE/COUNTY-  TX/JACKSON
 AN0805  USGS QUAD   -  LOLITA (1995)
 AN0805
 AN0805                         *CURRENT SURVEY CONTROL
 AN0805  ___________________________________________________________________
 AN0805* NAD 83(1986)-  28 50 15.     (N)    096 32 37.     (W)     SCALED    
 AN0805* NAVD 88     -        11.94   (+/-2cm)      39.2    (feet)  VERTCON   
 AN0805  ___________________________________________________________________
 AN0805  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN0805
 AN0805  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0805
 AN0805.The horizontal coordinates were scaled from a topographic map and have
 AN0805.an estimated accuracy of +/- 6 seconds.
 AN0805
 AN0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0805.The vertical order pertains to the NGVD 29 superseded value.
 AN0805
 AN0805.The geoid height was determined by GEOID03.
 AN0805
 AN0805;                    North         East    Units  Estimated Accuracy
 AN0805;SPC TXSC     - 4,113,810.      839,680.      MT  (+/- 180 meters Scaled)
 AN0805
 AN0805                          SUPERSEDED SURVEY CONTROL
 AN0805
 AN0805  NGVD 29 (??/??/92)   12.035  (m)           39.48   (f) ADJ UNCH    1 1
 AN0805
 AN0805.Superseded values are not recommended for survey control.
 AN0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0805.See file dsdata.txt to determine how the superseded data were derived.
 AN0805
 AN0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS396924(NAD 83)
 AN0805_MARKER: DR = REFERENCE MARK DISK
 AN0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0805_SP_SET: CONCRETE POST
 AN0805_STAMPING: LOLITA NO 2 1931
 AN0805_MARK LOGO: CGS   
 AN0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0805+STABILITY: SURFACE MOTION
 AN0805
 AN0805  HISTORY     - Date     Condition        Report By
 AN0805  HISTORY     - 1931     MONUMENTED       CGS
 AN0805  HISTORY     - 1972     GOOD             NGS
 AN0805  HISTORY     - 1978     GOOD             NGS
 AN0805  HISTORY     - 19940321 MARK NOT FOUND   LOCENG
 AN0805
 AN0805                          STATION DESCRIPTION
 AN0805
 AN0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0805'IN LOLITA.
 AN0805'AT LOLITA, ABOUT 0.2 MILE SOUTH ALONG FARM-TO-MARKET ROAD 1593 FROM
 AN0805'THE CROSSING OF THE MISSOURI PACIFIC RAILROAD, THENCE 0.1 MILE WEST
 AN0805'ALONG W. LIVE OAK STREET, 116 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 AN0805'STREET, 15 1/2 FEET WEST OF THE CENTER LINE OF COLLEGE STREET, 44.8
 AN0805'FEET EAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 1 FOOT NORTH OF A
 AN0805'25-INCH CHINABERRY TREE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 AN0805'IS LEVEL WITH THE SURFACE OF THE GROUND.  NOTE-- ALSO 0.2 MILE NORTH
 AN0805'OF TRIANGULATION STATION LOLITA WHICH IS LOCATED AT THE LOLITA JUNIOR
 AN0805'HIGH SCHOOL.
 AN0805
 AN0805                          STATION RECOVERY (1978)
 AN0805
 AN0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0805'RECOVERED IN GOOD CONDITION.
 AN0805
 AN0805                          STATION RECOVERY (1994)
 AN0805
 AN0805'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 AN0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1651 ***********************************************************************
 AE1651  DESIGNATION -  LOMA
 AE1651  PID         -  AE1651
 AE1651  STATE/COUNTY-  TX/ZAPATA
 AE1651  USGS QUAD   -  ZAPATA (1979)
 AE1651
 AE1651                         *CURRENT SURVEY CONTROL
 AE1651  ___________________________________________________________________
 AE1651* NAD 83(1993)-  26 59 53.56887(N)    099 17 13.16262(W)     ADJUSTED  
 AE1651* NAVD 88     -       152.94   (+/-2cm)     501.8    (feet)  VERTCON   
 AE1651  ___________________________________________________________________
 AE1651  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AE1651  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AE1651
 AE1651  HORZ ORDER  -  FIRST
 AE1651  VERT ORDER  -  THIRD ? (See Below)
 AE1651
 AE1651.The horizontal coordinates were established by classical geodetic methods
 AE1651.and adjusted by the National Geodetic Survey in February 1996..
 AE1651
 AE1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1651.The vertical order pertains to the NGVD 29 superseded value.
 AE1651
 AE1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1651
 AE1651.The geoid height was determined by GEOID03.
 AE1651
 AE1651;                    North         East     Units Scale Factor Converg.
 AE1651;SPC TX S     - 5,147,767.529   221,894.922   MT  0.99989480   -0 21 26.3
 AE1651;SPC TX S     -16,888,967.30    728,000.26   sFT  0.99989480   -0 21 26.3
 AE1651;UTM  14      - 2,986,269.753   471,525.751   MT  0.99961001   -0 07 49.0
 AE1651
 AE1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1651!SPC TX S     -   0.99997965  x   0.99989480  =   0.99987445
 AE1651!UTM  14      -   0.99997965  x   0.99961001  =   0.99958967
 AE1651
 AE1651|---------------------------------------------------------------------|
 AE1651| PID    Reference Object                     Distance      Geod. Az  |
 AE1651|                                                           dddmmss.s |
 AE1651| CV2603 LOMA RM                              18.360 METERS 23156     |
 AE1651|---------------------------------------------------------------------|
 AE1651
 AE1651                          SUPERSEDED SURVEY CONTROL
 AE1651
 AE1651  NAD 83(1986)-  26 59 53.56403(N)    099 17 13.12492(W) AD(       ) 1
 AE1651  NAD 27      -  26 59 52.44100(N)    099 17 11.99100(W) AD(       ) 1
 AE1651  NGVD 29 (07/19/86)  152.98   (m)          501.9    (f) LEVELING    3  
 AE1651
 AE1651.Superseded values are not recommended for survey control.
 AE1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1651.See file dsdata.txt to determine how the superseded data were derived.
 AE1651
 AE1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ7152686270(NAD 83)
 AE1651_MARKER: DS = TRIANGULATION STATION DISK
 AE1651_SETTING: 0 = UNSPECIFIED SETTING
 AE1651
 AE1651  HISTORY     - Date     Condition        Report By
 AE1651  HISTORY     - 1917     MONUMENTED       CGS
 AE1651  HISTORY     - 1963     GOOD             SUNOCO
 AE1651  HISTORY     - 1975     MARK NOT FOUND   USGS
 AE1651
 AE1651                          STATION DESCRIPTION
 AE1651
 AE1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1651'STATION IS ABOUT 9 MILES N OF ZAPATA, AND 3-1/2 MILES NE
 AE1651'OF THE SAN MAGUIL RANCH, ON TOP OF FLAT RIDGE, IN EDGE OF
 AE1651'MESQUITE TREES, 250 METERS (820 FEET) W OF WIRE FENCE LEADING
 AE1651'NE FROM RANCH.
 AE1651'
 AE1651'SURFACE STATION MARK AND REFERENCE MARK ARE STANDARD BRONZE
 AE1651'DISKS SET IN BLOCKS OF CONCRETE.
 AE1651'
 AE1651'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1651'
 AE1651'REFERENCE MARK IS 18.360 METERS (60.24 FEET) FROM STATION
 AE1651'S 51 DEG 56 MIN W.
 AE1651'
 AE1651'TO REACH THE STATION FROM ZAPATA, FOLLOW MILITARY ROAD 6
 AE1651'MILES TO THE 2 KNOBS AT STATION UREBENO.  ABOUT 300 METERS
 AE1651'(984 FEET) W OF KNOBS TAKE ROAD TO RIGHT ABOUT 2 MILES TO
 AE1651'SAN MAGUIL RANCH.  GO THROUGH LOT, TURN THROUGH GATE TO
 AE1651'LEFT, AND FOLLOW ROAD LEADING THROUGH LANE TO NE 3-1/2 MILES
 AE1651'TO RIDGE AND STATION SITE.
 AE1651'
 AE1651'ELEVATION OF STATION 152.98 METERS (501.9 FEET).
 AE1651
 AE1651                          STATION RECOVERY (1963)
 AE1651
 AE1651'RECOVERY NOTE BY SUN OIL COMPANY 1963 (RRH)
 AE1651'STATION MARK FOUND IN EXCELLENT CONDITION, PROTRUDES ABOUT
 AE1651'0.2 FOOT ABOVE GROUND.  R.M. FOUND IN EXCELLENT CONDITION,
 AE1651'PROTRUDES ABOUT 0.1 FOOT ABOVE GROUND AND BEARS S 47 DEG 39
 AE1651'MIN W, 45.4 FEET.  WINDMILL BEARS S 27 39 MIN 45 SEC E,
 AE1651'152.7 FEET.  A NEW TO REACH FOLLOWS--
 AE1651'
 AE1651'TO REACH THE STATION SITE FROM THE TOWN OF ZAPATA AT THE
 AE1651'INTERSECTION OF U.S. HWY 83 AND FARM ROAD 496, PROCEED
 AE1651'NORTHWESTERLY ALONG U.S. 83, AT 5.5 MILES PASS A RECREATIONAL
 AE1651'PARK ON THE RIGHT (NEAR THE POINT WHERE THE NEW HIGHWAY JOINS
 AE1651'THE OLD FROM OLD ZAPATA).  AT 6.7 MILES ARRIVE AT A LOCKED
 AE1651'GATE IN THE NORTHEAST ROW FENCE WITH THE NAME OF LA FRESA
 AE1651'RANCH.  THE KEY TO THIS GATE MIGHT BE OBTAINED FROM MRS.
 AE1651'ANATALIO TREVINO WHO LIVES ON THE NORTH CORNER OF 14TH AND
 AE1651'HIDALGO STREETS (ONE BLOCK NORTH AND ONE BLOCK WEST OF THE
 AE1651'INTERSECTION) IN THE TOWN OF ZAPATA.  TURN RIGHT
 AE1651'(NORTHEASTERLY) AND GO THRU THE GATE AND THEN FOLLOW A GRADED
 AE1651'RANCH ROAD GENERALLY NORTHEAST AT 2 MILES GO THRU A
 AE1651'PASTURE GATE UNDER THE C.P. AND L. CO.S HIGH-VOLTAGE LINE.
 AE1651'TURN RIGHT (EASTERLY) AND FOLLOW THE HIGH-LINE FOR 0.15
 AE1651'MILES TO A PROPERTY LINE GATE UNDER THE LINE.  TURN LEFT
 AE1651'(NORTHEASTERLY) AFTER GOING THRU THE GATE THEN FOLLOW THE
 AE1651'PROPERTY LINE FENCE (NOW IN THE PASTURE OF MATIAS
 AE1651'CUELLER, THE ZAPATA COUNTY CLERK) FOR 2.45 MILES TO A
 AE1651'DOZED SEISMOGRAPH LINE FROM THE SOUTHEAST.  TURN RIGHT
 AE1651'(SOUTHEASTERLY) AND FOLLOW THE SEISMO. LINE FOR 0.4 MILES
 AE1651'TO ARRIVE AT THE STATION SITE WITH A CONCRETE CIRCULAR
 AE1651'WATERING TROUGH AND WINDMILL STRAIGHT AHEAD.  THE STATION
 AE1651'IS 55 FT TO THE LEFT.
 AE1651
 AE1651                          STATION RECOVERY (1975)
 AE1651
 AE1651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (SDC)
 AE1651'STATION WAS DESTROYED AND TABLET FOUND IN VICINITY.  REFERENCE
 AE1651'MARK, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1365 ***********************************************************************
 AJ1365  DESIGNATION -  LOMA
 AJ1365  PID         -  AJ1365
 AJ1365  STATE/COUNTY-  TX/WEBB
 AJ1365  USGS QUAD   -  SHIPP RANCH (1980)
 AJ1365
 AJ1365                         *CURRENT SURVEY CONTROL
 AJ1365  ___________________________________________________________________
 AJ1365* NAD 83(1993)-  27 33 09.70716(N)    099 03 33.19586(W)     ADJUSTED  
 AJ1365* NAVD 88     -       204.7    (meters)     672.     (feet)  VERTCON   
 AJ1365  ___________________________________________________________________
 AJ1365  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AJ1365  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AJ1365
 AJ1365  HORZ ORDER  -  FIRST
 AJ1365
 AJ1365.The horizontal coordinates were established by classical geodetic methods
 AJ1365.and adjusted by the National Geodetic Survey in February 1996..
 AJ1365
 AJ1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1365
 AJ1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1365
 AJ1365.The geoid height was determined by GEOID03.
 AJ1365
 AJ1365;                    North         East     Units Scale Factor Converg.
 AJ1365;SPC TX S     - 5,209,081.902   244,771.951   MT  0.99994097   -0 15 14.0
 AJ1365;SPC TX S     -17,090,129.54    803,055.98   sFT  0.99994097   -0 15 14.0
 AJ1365;UTM  14      - 3,047,655.268   494,153.368   MT  0.99960042   -0 01 38.6
 AJ1365
 AJ1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1365!SPC TX S     -   0.99997172  x   0.99994097  =   0.99991269
 AJ1365!UTM  14      -   0.99997172  x   0.99960042  =   0.99957215
 AJ1365
 AJ1365|---------------------------------------------------------------------|
 AJ1365| PID    Reference Object                     Distance      Geod. Az  |
 AJ1365|                                                           dddmmss.s |
 AJ1365| AJ1364 LOMA BLANCA                          65.730 METERS 05548     |
 AJ1365| CV2604 LOMA RM 1                            36.003 METERS 05856     |
 AJ1365| AJ1356 OILTON HOUSTON PIPELINE MAST        APPROX. 9.3 KM 1121711.9 |
 AJ1365| AJ1354 OILTON TV STA KZTV KVTV MAST        APPROX.10.2 KM 1123035.6 |
 AJ1365| AJ1317 OILTON FAA ARSR DOME                APPROX.10.7 KM 1235812.2 |
 AJ1365| AJ1318 MIRANDO CITY ST HWY DEPT MAST       APPROX.18.1 KM 1562613.4 |
 AJ1365| CV2605 LOMA RM 2                            19.666 METERS 17509     |
 AJ1365| CV2606 LOMA RM 3                                          1773142.2 |
 AJ1365|---------------------------------------------------------------------|
 AJ1365
 AJ1365                          SUPERSEDED SURVEY CONTROL
 AJ1365
 AJ1365  NAD 83(1986)-  27 33 09.70842(N)    099 03 33.16994(W) AD(       ) 1
 AJ1365  NAD 27      -  27 33 08.62970(N)    099 03 32.06059(W) AD(       ) 1
 AJ1365  NGVD 29 (07/19/86)  204.7    (m)          672.     (f) VERT ANG       
 AJ1365
 AJ1365.Superseded values are not recommended for survey control.
 AJ1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1365.See file dsdata.txt to determine how the superseded data were derived.
 AJ1365
 AJ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR9415347655(NAD 83)
 AJ1365_MARKER: DS = TRIANGULATION STATION DISK
 AJ1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1365_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1365
 AJ1365  HISTORY     - Date     Condition        Report By
 AJ1365  HISTORY     - 1974     MONUMENTED       NGS
 AJ1365
 AJ1365                          STATION DESCRIPTION
 AJ1365
 AJ1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1365'THE STATION IS ABOUT 7 MILES NORTH OF THE SMALL COMMUNITY OF
 AJ1365'AQUILARES, 5 MILES WEST AND 6 MILES NORTH OF OILTON AND IS ON THE
 AJ1365'WEST RIGHT-OF-WAY OF FARM ROAD 2895.
 AJ1365'
 AJ1365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 359 AND
 AJ1365'FARM ROAD 2895 AT THE NORTH EDGE OF AGUILARES, GO NORTH ON FARM ROAD
 AJ1365'2895 FOR 6.45 MILES TO A CONCRETE CULVERT AND REFERENCE MARK 3 ON
 AJ1365'THE RIGHT.  CONTINUE NORTH ON THE FARM ROAD FOR 0.35 MILE TO THE
 AJ1365'STATION ON THE LEFT.
 AJ1365'
 AJ1365'STATION MARK IS A STANDARD DISK STAMPED, LOMA 1974, SET IN THE TOP
 AJ1365'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES
 AJ1365'BELOW THE GROUND.  IT IS 5.6 FEET EAST OF A FENCE, 6.2 FEET
 AJ1365'EAST-SOUTHEAST OF A METAL WITNESS POST, 54.0 FEET WEST OF THE
 AJ1365'CENTER OF FARM ROAD 2895 AND THE UNDERGROUND MARK IS 32 INCHES
 AJ1365'BELOW THE GROUND.
 AJ1365'
 AJ1365'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, LOMA NO 1 1974, SET IN
 AJ1365'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 AJ1365'INCHES ABOVE THE GROUND.  IT IS 1.4 FEET NORTH OF A METAL WITNESS
 AJ1365'POST, 12.0 FEET WEST OF A FENCE AND 48.5 FEET EAST OF THE CENTER
 AJ1365'OF THE FARM ROAD.
 AJ1365'
 AJ1365'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, LOMA NO 2 1974, SET IN
 AJ1365'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 AJ1365'INCHES ABOVE THE GROUND.  IT IS 1.4 FEET NORTH-NORTHEAST OF A METAL
 AJ1365'WITNESS POST, 11.0 FEET EAST OF A FENCE AND 49.0 FEET WEST OF THE
 AJ1365'CENTER OF THE FARM ROAD.
 AJ1365'
 AJ1365'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, LOMA NO 3 1974, CEMENTED
 AJ1365'IN A DRILL HOLE IN THE NORTH END OF A CONCRETE CULVERT.  IT IS 2.5
 AJ1365'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 20.5 FEET EAST OF
 AJ1365'THE CENTER OF THE FARM ROAD.
 AJ1365'
 AJ1365'LOMA BLANCA IS A U.S. GEOLOGICAL SURVEY DISK STAMPED, LOMA BLANCA 4
 AJ1365'RVS 1967, RIVETED TO THE TOP OF A PIPE 4 INCHES IN DIAMETER.  IT IS
 AJ1365'64.0 FEET EAST OF A FENCE, 96.0 FEET NORTHEAST OF A WITNESS POST AT
 AJ1365'REFERENCE MARK 1 AND 124.0 FEET EAST OF THE CENTER OF THE FARM
 AJ1365'ROAD.
 AJ1365'
 AJ1365'HEIGHT OF LIGHT ABOVE STATION MARK 18.5 METERS.
 AJ1365'
 AJ1365'NEAREST TOWN--AGUILARES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0609 ***********************************************************************
 AO0609  DESIGNATION -  LOMA
 AO0609  PID         -  AO0609
 AO0609  STATE/COUNTY-  TX/MCMULLEN
 AO0609  USGS QUAD   -  LOMA ALTA (1969)
 AO0609
 AO0609                         *CURRENT SURVEY CONTROL
 AO0609  ___________________________________________________________________
 AO0609* NAD 83(1993)-  28 05 04.26210(N)    098 35 37.68632(W)     ADJUSTED  
 AO0609* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 AO0609  ___________________________________________________________________
 AO0609  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AO0609  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AO0609
 AO0609  HORZ ORDER  -  THIRD
 AO0609
 AO0609.The horizontal coordinates were established by classical geodetic methods
 AO0609.and adjusted by the National Geodetic Survey in February 1996..
 AO0609
 AO0609.The orthometric height was scaled from a topographic map.
 AO0609
 AO0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0609
 AO0609.The geoid height was determined by GEOID03.
 AO0609
 AO0609;                    North         East     Units Scale Factor Converg.
 AO0609;SPC TXSC     - 4,027,909.401   639,927.080   MT  1.00009917   +0 11 56.4
 AO0609;SPC TXSC     -13,214,899.43  2,099,494.09   sFT  1.00009917   +0 11 56.4
 AO0609;SPC TX S     - 5,267,897.500   290,780.019   MT  1.00007323   -0 02 33.3
 AO0609;SPC TX S     -17,283,093.71    954,000.78   sFT  1.00007323   -0 02 33.3
 AO0609;UTM  14      - 3,106,631.434   539,907.419   MT  0.99961966   +0 11 28.4
 AO0609
 AO0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0609!SPC TXSC     -   0.99998471  x   1.00009917  =   1.00008388
 AO0609!SPC TX S     -   0.99998471  x   1.00007323  =   1.00005794
 AO0609!UTM  14      -   0.99998471  x   0.99961966  =   0.99960438
 AO0609
 AO0609:                Primary Azimuth Mark                     Grid Az
 AO0609:SPC TXSC     -  LOMA AZ MK                               001 34 10.8
 AO0609:SPC TX S     -  LOMA AZ MK                               001 48 40.5
 AO0609:UTM  14      -  LOMA AZ MK                               001 34 38.8
 AO0609
 AO0609|---------------------------------------------------------------------|
 AO0609| PID    Reference Object                     Distance      Geod. Az  |
 AO0609|                                                           dddmmss.s |
 AO0609| CV5525 LOMA AZ MK                                         0014607.2 |
 AO0609| CV5526 LOMA RM 1                             7.105 METERS 02235     |
 AO0609| AO0596 TT 49 MR                            APPROX.10.5 KM 1174948.6 |
 AO0609| AO0610 TT 7 RRB USGS 1953                   32.435 METERS 27152     |
 AO0609|---------------------------------------------------------------------|
 AO0609
 AO0609                          SUPERSEDED SURVEY CONTROL
 AO0609
 AO0609  NAD 83(1986)-  28 05 04.26765(N)    098 35 37.66172(W) AD(       ) 3
 AO0609  NAD 27      -  28 05 03.23000(N)    098 35 36.60700(W) AD(       ) 3
 AO0609
 AO0609.Superseded values are not recommended for survey control.
 AO0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0609.See file dsdata.txt to determine how the superseded data were derived.
 AO0609
 AO0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS3990706631(NAD 83)
 AO0609_MARKER: DS = TRIANGULATION STATION DISK
 AO0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0609
 AO0609  HISTORY     - Date     Condition        Report By
 AO0609  HISTORY     - 1953     MONUMENTED       CGS
 AO0609  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AO0609  HISTORY     - 1970     SEE DESCRIPTION  USGS
 AO0609  HISTORY     - 1971     SEE DESCRIPTION  NGS
 AO0609
 AO0609                          STATION DESCRIPTION
 AO0609
 AO0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0609'THE STATION IS LOCATED ABOUT 14.2 MILES NORTH OF FREER, 1.85
 AO0609'MILES NORTH OF THE MC MULLEN-DUVAL COUNTY LINE, ON THE EAST
 AO0609'RIGHT OF WAY OF STATE HIGHWAY 173.
 AO0609'
 AO0609'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 173 AND STATE HIGHWAY
 AO0609'44, ON THE WEST SIDE OF FREER, GO NORTH ON STATE HIGHWAY 173
 AO0609'FOR 12.35 MILES TO THE MC MULLEN-DUVAL COUNTY LINE, CONTINUE
 AO0609'NORTH ON STATE HIGHWAY 173 FOR 1.85 MILES TO THE STATION SITE
 AO0609'ON RIGHT OPPOSITE A STEEL GATE ON LEFT MARKING THE ENTRANCE
 AO0609'OF A PRIVATE ROAD LEADING WEST.
 AO0609'
 AO0609'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED LOMA 1953 AND
 AO0609'PROJECTS 6 INCHES.  THE MARK IS 52 FEET EAST OF THE CENTERLINE
 AO0609'OF STATE HIGHWAY 173, 14 FEET SOUTHWEST OF A TELEPHONE POLE,
 AO0609'8 FEET WEST OF A NORTH-SOUTH FENCE LINE, 3.5 FEET NORTH OF A
 AO0609'WITNESS POST.
 AO0609'
 AO0609'R.M. NO. 1 IS A STANDARD BRONZE DISK STAMPED LOMA NO 1 1953 AND
 AO0609'PROJECTS 5 INCHES.  THE MARK IS 60 FEET EAST OF THE CENTERLINE
 AO0609'OF STATE HIGHWAY 173, 13 FEET NORTH OF A TELEPHONE POLE, 1.5
 AO0609'FEET WEST OF A NORTH-SOUTH FENCE LINE.
 AO0609'
 AO0609'R.M. NO. 2 IS A USGS BENCH MARK STAMPED TT 7 RRB 1952 AND PROJECTS
 AO0609'7 INCHES.  THE MARK IS 54 FEET WEST OF THE CENTERLINE OF STATE
 AO0609'HIGHWAY 173, 26 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 AO0609'PRIVATE ROAD, 12 FEET SOUTHEAST OF A TELEPHONE POLE, 5 FEET
 AO0609'EAST OF A NORTH-SOUTH FENCE LINE.  A TRAVERSE CONNECTION WAS
 AO0609'MADE TO THIS MARK.
 AO0609'
 AO0609'AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED LOMA 1953
 AO0609'AND PROJECTS 8 INCHES.  THE MARK IS 54 FEET WEST OF THE
 AO0609'CENTERLINE OF STATE HIGHWAY 173, 22 FEET NORTHEAST OF A
 AO0609'TELEPHONE POLE, 7 FEET EAST OF A NORTH-SOUTH FENCE LINE, 2
 AO0609'FEET EAST OF A WITNESS POST.  TO REACH AZIMUTH MARK FROM THE
 AO0609'STATION, GO NORTH ON STATE HIGHWAY 173 FOR 0.5 MILE TO THE
 AO0609'AZIMUTH MARK ON THE LEFT, WEST SIDE OF HIGHWAY.
 AO0609'
 AO0609'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 AO0609
 AO0609                          STATION RECOVERY (1969)
 AO0609
 AO0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GDF)
 AO0609'STATION MARK DISTURBED (PROBABLY LOST).  THE TOP OF THE STATION
 AO0609'MARK HAS BEEN BROKEN OFF TO GROUND LEVEL.  REFERENCE MARK 1 WAS
 AO0609'PULLED OUT OF THE GROUND AND ROLLED UNDER THE FENCE.  THE
 AO0609'ORIGINAL HOLE WAS RECOVERED AND POST BOTTOM LAID IN IT.  DISTANCE
 AO0609'TO STATION ROUGH CHECKS.  REFERENCE MARK 2 (TT 7 RRB 1952)
 AO0609'HAS ITS TOP BROKEN OFF.  DISTANCE (CENTER THIS POST) TO CENTER
 AO0609'OF STATION BLOCK CHECKS AT 32.435 METERS.  CENTER OF STATION
 AO0609'BLOCK NOW HAS 1/2 INCH SQUARE CUT INTO TOP.  DIGGING TO
 AO0609'BOTTOM OF STATION BLOCK ON ONE SIDE INDICATES NO UNDERGROUND
 AO0609'MARK.  THE TO REACH DESCRIPTION IS GOOD.
 AO0609'
 AO0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FREER, 14.2
 AO0609'MILES N OF
 AO0609
 AO0609                          STATION RECOVERY (1970)
 AO0609
 AO0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AO0609'A BLOB OF CONCRETE WITH A CHISEL HOLE IS SETTING IN THE
 AO0609'PRECISE POSITION INDICATED.  COULD BE THAT SUBSURFACE MARK
 AO0609'FOR LOMA IS IN PLACE.  R.M. 1 IS OUT OF GROUND- NEAR ITS
 AO0609'DESCRIBED POSITION.  R.M. 2 IS BROKEN OFF - TABLET WAS NOT
 AO0609'FOUND.
 AO0609'
 AO0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14.2 MILES
 AO0609'NORTH OF FREER
 AO0609
 AO0609                          STATION RECOVERY (1971)
 AO0609
 AO0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AO0609'THE STATION SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD
 AO0609'CONDITION.  THE STATION SURFACE MARK, REFERENCE MARKS 1 AND
 AO0609'2, AND THE AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED.
 AO0609'A NEW STATION SURFACE MARK AND REFERENCE MARKS 3 AND 4 WERE
 AO0609'ESTABLISHED AT THIS TIME.  NO AZIMUTH MARK WAS ESTABLISHED, DUE
 AO0609'TO THE MESQUITE THAT SURROUNDS THE AREA.
 AO0609'
 AO0609'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AO0609'
 AO0609'THE STATION IS LOCATED ABOUT 26 MILES SOUTH OF TILDEN, 14-1/2
 AO0609'MILES NORTH OF FREER, 1.9 MILES NORTH OF THE MC MULLEN-DUVAL
 AO0609'COUNTY LINE, AND ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY
 AO0609'16.
 AO0609'
 AO0609'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 59
 AO0609'AND STATE HIGHWAY 16 IN FREER, GO NORTH ON STATE HIGHWAY 16
 AO0609'FOR 12.5 MILES TO THE MC MULLEN-DUVAL COUNTY LINE.  CONTINUE
 AO0609'STRAIGHT AHEAD NORTH ON STATE HIGHWAY 16 FOR 1.9 MILES TO THE
 AO0609'STATION ON THE RIGHT AND SIDE ROAD ON THE LEFT WITH CATTLE-GUARD.
 AO0609'
 AO0609'THE STATION MARKS ARE STANDARD DISKS, SUB-SURFACE STAMPED
 AO0609'LOMA 1953, AS THE MARK WAS NOT MOVED FROM ITS ORIGINAL POSITION,
 AO0609'SURFACE IS STAMPED LOMA 1953 1971, SET IN A ROUND CONCRETE
 AO0609'POST THAT IS ABOUT 4-INCHES BELOW THE SURFACE OF THE GROUND.
 AO0609'IT IS 51 FEET EAST OF THE CENTER-LINE OF STATE HIGHWAY 16,
 AO0609'13.0 FEET SOUTHWEST OF A HI-LINE POLE, 8.7 FEET WEST OF A METAL
 AO0609'WITNESS POST AND 8.4 FEET WEST OF A FENCE-LINE.
 AO0609'
 AO0609'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED LOMA 1953 NO 3
 AO0609'1971, SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 AO0609'GROUND.  IT IS 58.6 FEET EAST OF THE CENTER-LINE OF STATE HIGHWAY
 AO0609'16, 46.0 FEET SOUTH OF A HI-LINE POLE, 33.3 FEET SOUTH OF A
 AO0609'METAL WITNESS POST AND 1 FOOT WEST OF A FENCE-LINE.
 AO0609'
 AO0609'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED LOMA 1953 NO 4
 AO0609'1971, SET IN A DRILL-HOLE AT THE EAST END OF THE SOUTH HEAD-WALL
 AO0609'OF A CONCRETE CULVERT.  IT IS 35.4 FEET EAST OF A HI-LINE
 AO0609'POLE, 33.4 FEET WEST OF THE CENTER-LINE OF STATE HIGHWAY 16,
 AO0609'28 FEET SOUTHEAST OF THE SOUTH END OF GATE, ALSO CATTLE-GUARD,
 AO0609'AND 12.0 FEET SOUTH OF THE CENTER OF A CALICHE ROAD LEADING
 AO0609'WEST.
 AO0609'
 AO0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 AO0609'NORTH OF FREER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0747 ***********************************************************************
 AO0747  DESIGNATION -  LOMA
 AO0747  PID         -  AO0747
 AO0747  STATE/COUNTY-  TX/ZAVALA
 AO0747  USGS QUAD   -  LOMA VISTA (1972)
 AO0747
 AO0747                         *CURRENT SURVEY CONTROL
 AO0747  ___________________________________________________________________
 AO0747* NAD 83(1993)-  28 45 04.19865(N)    099 34 55.96201(W)     ADJUSTED  
 AO0747* NAVD 88     -       203.98   (+/-2cm)     669.2    (feet)  VERTCON   
 AO0747  ___________________________________________________________________
 AO0747  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AO0747  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AO0747
 AO0747  HORZ ORDER  -  FIRST
 AO0747  VERT ORDER  -  THIRD ? (See Below)
 AO0747
 AO0747.The horizontal coordinates were established by classical geodetic methods
 AO0747.and adjusted by the National Geodetic Survey in February 1996..
 AO0747
 AO0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0747.The vertical order pertains to the NGVD 29 superseded value.
 AO0747
 AO0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0747
 AO0747.The geoid height was determined by GEOID03.
 AO0747
 AO0747;                    North         East     Units Scale Factor Converg.
 AO0747;SPC TXSC     - 4,101,863.487   543,139.679   MT  0.99991476   -0 17 06.8
 AO0747;SPC TXSC     -13,457,530.46  1,781,950.76   sFT  0.99991476   -0 17 06.8
 AO0747;UTM  14      - 3,180,556.404   443,156.814   MT  0.99963987   -0 16 48.2
 AO0747
 AO0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0747!SPC TXSC     -   0.99997169  x   0.99991476  =   0.99988645
 AO0747!UTM  14      -   0.99997169  x   0.99963987  =   0.99961157
 AO0747
 AO0747:                Primary Azimuth Mark                     Grid Az
 AO0747:SPC TXSC     -  LOMA AZ MK                               119 18 57.3
 AO0747:UTM  14      -  LOMA AZ MK                               119 18 38.7
 AO0747
 AO0747|---------------------------------------------------------------------|
 AO0747| PID    Reference Object                     Distance      Geod. Az  |
 AO0747|                                                           dddmmss.s |
 AO0747| CV5529 LOMA AZ MK                                         1190150.5 |
 AO0747| CV5530 LOMA RM 1                             8.748 METERS 16310     |
 AO0747| CV5531 LOMA RM 2                             9.230 METERS 35330     |
 AO0747|---------------------------------------------------------------------|
 AO0747
 AO0747                          SUPERSEDED SURVEY CONTROL
 AO0747
 AO0747  NAD 83(1986)-  28 45 04.19630(N)    099 34 55.94053(W) AD(       ) 1
 AO0747  NAD 27      -  28 45 03.27510(N)    099 34 54.76731(W) AD(       ) 1
 AO0747  NGVD 29 (07/19/86)  203.87   (m)          668.9    (f) LEVELING    3  
 AO0747
 AO0747.Superseded values are not recommended for survey control.
 AO0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0747.See file dsdata.txt to determine how the superseded data were derived.
 AO0747
 AO0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS4315780556(NAD 83)
 AO0747_MARKER: DS = TRIANGULATION STATION DISK
 AO0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0747_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0747
 AO0747  HISTORY     - Date     Condition        Report By
 AO0747  HISTORY     - 1971     MONUMENTED       NGS
 AO0747  HISTORY     - 20010823 GOOD             USPSQD
 AO0747
 AO0747                          STATION DESCRIPTION
 AO0747
 AO0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0747'THE STATION IS ABOUT 12 MILES NORTH AND 1 MILE WEST OF BIG WELLS, 4
 AO0747'1/2 MILES NORTH AND 15 MILES EAST OF CRYSTAL CITY, 3/4 MILE SOUTH
 AO0747'AND 1/4 MILE EAST OF THE SMALL SETTLEMENT OF LOMA VISTA AND ON THE
 AO0747'NORTHEAST SIDE OF FARM ROAD 1867 ON THE ROAD RIGHT-OF-WAY.
 AO0747'
 AO0747'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND FARM
 AO0747'ROAD 1867 IN BIG WELLS, GO NORTH ON ROAD 1867 FOR 4.75 MILES TO THE
 AO0747'DIMMIT-ZAVALA COUNTY LINE.  CONTINUE NORTH ON ROAD 1867 FOR 7.25
 AO0747'MILES TO WHERE THE ROAD CURVES TO THE WEST.  CONTINUE WEST ON ROAD
 AO0747'1867 FOR 0.35 MILE TO THE AZIMUTH MARK ON RIGHT.  CONTINUE WEST
 AO0747'ON ROAD 1867 FOR 0.4 MILE TO THE STATION ON RIGHT.
 AO0747'
 AO0747'STATION MARKS ARE STANDARD DISKS STAMPED LOMA 1971.  THE SURFACE
 AO0747'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0747'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 45 FEET NORTHEAST OF
 AO0747'THE CENTER LINE OF FARM ROAD 1867, 4.5 FEET SOUTHWEST OF A
 AO0747'BARBED-WIRE FENCE AND 3.2 FEET SOUTHWEST OF A METAL WITNESS POST.
 AO0747'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AO0747'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0747'
 AO0747'REFERENCE MARK 1, A STANDARD DISK STAMPED LOMA NO 1 1971, IS SET IN
 AO0747'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AO0747'WITH THE GROUND SURFACE.  IT IS 47 FEET NORTHEAST OF THE CENTER LINE
 AO0747'OF THE ROAD, 28.6 FEET SOUTHEAST OF THE METAL WITNESS POST, 3 FEET
 AO0747'SOUTHWEST OF THE FENCE AND APPROXIMATELY THE SAME ELEVATION AS THE
 AO0747'STATION.
 AO0747'
 AO0747'REFERENCE MARK 2, A STANDARD DISK STAMPED LOMA NO 2 1971, IS SET IN
 AO0747'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AO0747'WITH THE GROUND SURFACE.  IT IS 48 FEET NORTHEAST OF THE CENTER LINE
 AO0747'OF THE ROAD, 30.2 FEET NORTHWEST OF THE METAL WITNESS POST, 1.5 FEET
 AO0747'SOUTHWEST OF THE FENCE AND APPROXIMATELY THE SAME ELEVATION
 AO0747'AS THE STATION.
 AO0747'
 AO0747'AZIMUTH MARK, A STANDARD DISK STAMPED LOMA 1971, IS SET IN THE TOP
 AO0747'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AO0747'GROUND SURFACE.  IT IS 208.5 FEET WEST-NORTHWEST OF A POWER LINE
 AO0747'POLE, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD AND 1.7 FEET SOUTH
 AO0747'OF A METAL WITNESS POST AND A BARBED-WIRE FENCE.
 AO0747'
 AO0747'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 AO0747
 AO0747                          STATION RECOVERY (2001)
 AO0747
 AO0747'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0204 ***********************************************************************
 AB0204  DESIGNATION -  LOMA ALTA
 AB0204  PID         -  AB0204
 AB0204  STATE/COUNTY-  TX/CAMERON
 AB0204  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0204
 AB0204                         *CURRENT SURVEY CONTROL
 AB0204  ___________________________________________________________________
 AB0204* NAD 83(1993)-  25 59 38.39712(N)    097 25 22.41673(W)     ADJUSTED  
 AB0204* NAVD 88     -        12.041  (meters)      39.50   (feet)  ADJUSTED  
 AB0204  ___________________________________________________________________
 AB0204  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 AB0204  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB0204  DYNAMIC HT  -          12.022 (meters)      39.44  (feet)  COMP
 AB0204  MODELED GRAV-     979,041.3   (mgal)                       NAVD 88
 AB0204
 AB0204  HORZ ORDER  -  SECOND
 AB0204  VERT ORDER  -  FIRST     CLASS II
 AB0204
 AB0204.The horizontal coordinates were established by classical geodetic methods
 AB0204.and adjusted by the National Geodetic Survey in February 1996..
 AB0204
 AB0204.The orthometric height was determined by differential leveling
 AB0204.and adjusted by the National Geodetic Survey in June 1991..
 AB0204
 AB0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0204
 AB0204.The geoid height was determined by GEOID03.
 AB0204
 AB0204.The dynamic height is computed by dividing the NAVD 88
 AB0204.geopotential number by the normal gravity value computed on the
 AB0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0204.degrees latitude (g = 980.6199 gals.).
 AB0204
 AB0204.The modeled gravity was interpolated from observed gravity values.
 AB0204
 AB0204;                    North         East     Units Scale Factor Converg.
 AB0204;SPC TX S     - 5,036,727.637   407,846.780   MT  1.00004797   +0 29 20.4
 AB0204;SPC TX S     -16,524,663.92  1,338,077.31   sFT  1.00004797   +0 29 20.4
 AB0204;UTM  14      - 2,875,971.611   657,853.517   MT  0.99990767   +0 41 28.9
 AB0204
 AB0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0204!SPC TX S     -   1.00000152  x   1.00004797  =   1.00004949
 AB0204!UTM  14      -   1.00000152  x   0.99990767  =   0.99990919
 AB0204
 AB0204:                Primary Azimuth Mark                     Grid Az
 AB0204:SPC TX S     -  S 678                                    015 40 44.5
 AB0204:UTM  14      -  S 678                                    015 28 36.0
 AB0204
 AB0204|---------------------------------------------------------------------|
 AB0204| PID    Reference Object                     Distance      Geod. Az  |
 AB0204|                                                           dddmmss.s |
 AB0204| AB0207 S 678                               APPROX. 0.8 KM 0161004.9 |
 AB0204| AB0205 LOMA ALTA RM 1                       13.998 METERS 08058     |
 AB0204| AB0206 LOMA ALTA RM 2                       10.967 METERS 17318     |
 AB0204|---------------------------------------------------------------------|
 AB0204
 AB0204                          SUPERSEDED SURVEY CONTROL
 AB0204
 AB0204  NAD 83(1986)-  25 59 38.40774(N)    097 25 22.36884(W) AD(       ) 2
 AB0204  NAD 27      -  25 59 37.12000(N)    097 25 21.43200(W) AD(       ) 2
 AB0204  NGVD 29 (??/??/92)   12.14   (m)           39.8    (f) COMPUTED    1 2
 AB0204
 AB0204.Superseded values are not recommended for survey control.
 AB0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0204.See file dsdata.txt to determine how the superseded data were derived.
 AB0204
 AB0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5785475972(NAD 83)
 AB0204_MARKER: DS = TRIANGULATION STATION DISK
 AB0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0204_STAMPING: LOMA ALTA 1947
 AB0204_MARK LOGO: CGS   
 AB0204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0204+STABILITY: SURFACE MOTION
 AB0204
 AB0204  HISTORY     - Date     Condition        Report By
 AB0204  HISTORY     - 1947     MONUMENTED       CGS
 AB0204  HISTORY     - 1950     GOOD             CGS
 AB0204  HISTORY     - 1951     GOOD             CGS
 AB0204  HISTORY     - 1951     GOOD             NGS
 AB0204  HISTORY     - 1982     GOOD             NGS
 AB0204  HISTORY     - 1984     GOOD             NGS
 AB0204  HISTORY     - 1985     GOOD             NGS
 AB0204  HISTORY     - 1987     GOOD             USPSQD
 AB0204  HISTORY     - 1988     GOOD             USPSQD
 AB0204  HISTORY     - 1988     GOOD             USPSQD
 AB0204  HISTORY     - 1990     GOOD             USPSQD
 AB0204  HISTORY     - 19910306 GOOD             USPSQD
 AB0204  HISTORY     - 19910429 GOOD             USPSQD
 AB0204
 AB0204                          STATION DESCRIPTION
 AB0204
 AB0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB0204'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF BROWNSVILLE AND
 AB0204'ABOUT 3 MILES NORTHWEST OF PORT BROWNSVILLE AT THE NORTH SIDE OF
 AB0204'LOMA ALTA LAKE.  IT IS ON THE HIGHEST POINT OF A LONG HILL RUNNING
 AB0204'EAST AND WEST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 AB0204'LOMA ALTA 1947.
 AB0204'
 AB0204'REFERENCE MARK NO. 1 IS 45.91 FEET EAST OF THE STATION.  THE
 AB0204'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LOMA ALTA NO 1
 AB0204'1947.
 AB0204'
 AB0204'REFERENCE MARK NO. 2 IS 36.04 FEET SOUTHEAST OF THE STATION.
 AB0204'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LOMA ALTA
 AB0204'NO 2 1947.
 AB0204'
 AB0204'S 678 IS APPROXIMATELY 0.5 MILE NORTH OF THE STATION.  IT IS
 AB0204'30 FEET EAST OF THE CENTER OF A DIRT ROAD, 3 FEET EAST OF A
 AB0204'FENCELINE AND 4 FEET SOUTH OF A WHITE POST.  THE MARK IS A
 AB0204'STANDARD USC AND GS BENCH MARK, PROJECTING 6 INCHES, AND THE
 AB0204'DISK IS STAMPED S 678 1942.
 AB0204'
 AB0204'TO REACH THE STATION FROM THE GATEWAY BRIDGE IN BROWNSVILLE, GO
 AB0204'NORTHEAST ON STATE HIGHWAY 4 FOR 2.5 MILES TO ITS JUNCTION WITH
 AB0204'STATE HIGHWAY 48, TURN LEFT AND GO WEST ON HIGHWAY 48 FOR 0.9
 AB0204'MILE TO A PAVED CROSSROAD, TURN RIGHT AND GO NORTH ON PAVED ROAD
 AB0204'FOR 4.4 MILES TO THE END OF PAVEMENT, CONTINUE STRAIGHT AHEAD
 AB0204'FOR 3.2 MILES ON GRAVEL ROAD TO A WOODEN GATE ON RIGHT,* GO
 AB0204'THROUGH GATE AND FOLLOW TRACK ROAD TO THE TOP OF HILL AND
 AB0204'STATION AS DESCRIBED.
 AB0204'
 AB0204'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON DIRT
 AB0204'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AB0204'
 AB0204'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AB0204
 AB0204                          STATION RECOVERY (1950)
 AB0204
 AB0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB0204'STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND AZIMUTH
 AB0204'MARK RECOVERED IN GOOD CONDITION.
 AB0204'
 AB0204'COMPLETE NEW DESCRIPTION FOLLOWS--
 AB0204'
 AB0204'STATION IS LOCATED APPROXIMATELY 6.0 MILES NE. OF BROWNSVILLE
 AB0204'AND APPROXIMATELY 3.0 MILES NW. OF PORT BROWNSVILLE AT THE N. SIDE
 AB0204'OF LOMA ALTA LAKE.  IT IS ON THE HIGHEST POINT OF A LONG HILL
 AB0204'RUNNING EAST AND WEST.  THE STATION IS A STANDARD DISK STAMPED
 AB0204'LOMA ALTA 1947 SET IN A 12 X 12 INCH CONCRETE MONUMENT PROJECTING
 AB0204'4 INCHES.
 AB0204'
 AB0204'R.M. NO. 1 IS 45.91 FEET E. OF THE STATION.  A STANDARD DISK
 AB0204'STAMPED LOMA ALTA NO 1 1947 SET IN A 12 X 12 INCH CONCRETE
 AB0204'MONUMENT PROJECTING 2 INCHES.
 AB0204'
 AB0204'R.M. NO. 2 IS 36.04 FEET SE. OF THE STATION.  A STANDARD DISK
 AB0204'STAMPED LOMA ALTA NO 2 1947 SET IN A 12 X 12 INCH CONCRETE
 AB0204'MONUMENT PROJECTING 2 INCHES.
 AB0204'
 AB0204'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE N. OF THE STATION.
 AB0204'IT IS 30 FEET E. OF THE CENTER OF A DIRT ROAD, 3 FEET E. OF
 AB0204'A FENCE LINE AND 4 FEET S. OF A WHITE POST.  THE MARK IS A
 AB0204'STANDARD BENCH MARK DISK STAMPED S 678 SET IN A 12 X 12 INCH
 AB0204'CONCRETE MONUMENT PROJECTING 6 INCHES.
 AB0204'
 AB0204'TO REACH FROM GATEWAY BRIDGE IN BROWNSVILLE, GO NE. ON STATE
 AB0204'HIGHWAY 4 FOR 2.5 MILES TO A JUNCTION WITH STATE HIGHWAY 48, TURN
 AB0204'LEFT AND GO W. ON HIGHWAY 48 FOR 0.9 MILE TO A PAVED CROSSROAD,
 AB0204'TURN RIGHT AND GO N. ON PAVED ROAD FOR 4.7 MILES TO END OF
 AB0204'PAVEMENT AND JUNCTION WITH FARM ROAD 511, CONTINUE STRAIGHT
 AB0204'AHEAD FOR 1.8 MILES ON DIRT ROAD TO A SHARP CURVE TO LEFT
 AB0204'(NORTH), GO THROUGHT THE FENCE ON THE RIGHT * AND FOLLOW DIRT
 AB0204'ROAD TO TOP OF HILL AND STATION SITE.
 AB0204'
 AB0204'*TO REACH AZIMUTH MARKFROM THIS POINT, CONTINUE ON DIRT ROAD FOR
 AB0204'0.4 MILE TO AZIMUTH MARK ON RIGHT, AS DESCRIBED.
 AB0204
 AB0204                          STATION RECOVERY (1951)
 AB0204
 AB0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB0204'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM ITS INTERSECTION
 AB0204'WITH U.S. HIGHWAY 83 AT BROWNSVILLE, THENCE 0.6 MILE NORTHEAST
 AB0204'ALONG STATE HIGHWAY 48, THENCE 2.5 MILES NORTH ALONG A GRADED DIRT
 AB0204'ROAD, THENCE 3.3 MILES NORTHEAST ALONG THE PORT ISABEL ROAD, ON
 AB0204'THE HIGHEAST POINT OF AN EAST AND WEST RIDGE, ALONG THE NORTH
 AB0204'SIDE OF LOMA ALTA LAKE, 500 FEET SOUTHEAST OF A SHARP CURVE IN
 AB0204'THE ROAD, 0.1 MILE WEST OF A SMALL WHITE BUILDING WHICH IS ON
 AB0204'TOP OF THE RIDGE, 17 FEET SOUTH OF THE CENTER LINE OF AN EAST
 AB0204'AND WEST TRACK ROAD, 6 FEET WEST OF A WITNESS POST, A
 AB0204'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 AB0204'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED LOMA ALTA
 AB0204'1947.
 AB0204'
 AB0204'LOMA ALTA R.M. 1 IS 45.8 FEET NORTHEAST OF TRIANGULATION STATION
 AB0204'LOMA ALTA 1947, 7 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 AB0204'WEST TRACK ROAD, A REFERENCE MARK DISK SET IN THE TOP OF A
 AB0204'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 AB0204'STAMPED LOMA ALTA NO 1 1947.
 AB0204'
 AB0204'LOMA ALTA R.M. 2 IS 36.0 FEET SOUTHEAST OF TRIANGULATION
 AB0204'STATION LOMA ALTA 1947, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0204'PROJECTS 0.3 FOOT ABOVE THE GROUND, A REFERENCE MARK DISK STAMPED
 AB0204'LOMA ALTA NO 2 1947.
 AB0204'
 AB0204'THE AZIMUTH MARK FOR THIS STATION IS BENCH MARK S 678.  IT IS
 AB0204'0.5 MILE NORTH OF TRIANGULATION STATION LOMA ALTA 1947, A
 AB0204'BENCH MARK DISK STAMPED S 678 1942.  33 FEET SOUTHEAST OF THE
 AB0204'CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST OF A FENCE, 3 FEET
 AB0204'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AB0204'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AB0204
 AB0204                          STATION RECOVERY (1951)
 AB0204
 AB0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0204'8.8 MI NE FROM BROWNSVILLE.
 AB0204'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM ITS INTERSECTION WITH
 AB0204'U.S. HIGHWAY 83 AT BROWNSVILLE, THENCE 0.6 MILE NORTHEAST ALONG STATE
 AB0204'HIGHWAY 48, THENCE 2.5 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE
 AB0204'3.3 MILES NORTHEAST ALONG THE PORT ISABEL ROAD, ON THE HIGHEST POINT
 AB0204'OF AN EAST AND WEST RIDGE, ALONG THE NORTH SIDE OF LOMA ALTA LAKE, 500
 AB0204'FEET SOUTHEAST OF A SHARP CURVE IN THE ROAD, 0.1 MILE WEST OF A SMALL
 AB0204'WHITE BUILDING WHICH IS ON TOP OF THE RIDGE, 17 FEET SOUTH OF THE
 AB0204'CENTER LINE OF AN EAST AND WEST TRACK ROAD, 6 FEET WEST OF A WITNESS
 AB0204'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AB0204'THE GROUND.
 AB0204
 AB0204                          STATION RECOVERY (1982)
 AB0204
 AB0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0204'RECOVERED IN GOOD CONDITION.
 AB0204
 AB0204                          STATION RECOVERY (1984)
 AB0204
 AB0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AB0204'MARK PROJECTS 30 CM. IT IS 126 PACES EAST OF A FENCELINE CROSSING THE
 AB0204'RIDGE, 2.5 METERS SOUTH OF THE ROAD CENTER ON TOP OF RIDGE, AND 17.5
 AB0204'METERS NORTHWEST OF TWO 2 METER HIGH SPANISH DAGGERS. LAND IS LEASED
 AB0204'BY THE LOMA ALTA SKEET AND TRAP, inc. INC. FROM THE BROWNSVILLE
 AB0204'NAVIGATION DISTRICT.
 AB0204
 AB0204                          STATION RECOVERY (1985)
 AB0204
 AB0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB0204'THE STATION WAS RECOVERED AT THIS DATE.
 AB0204'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK (BM
 AB0204'S 678) WERE RECOVERED IN GOOD CONDITION. THE DIRECTIONS DID COMPARE
 AB0204'WITH THE 1947 DATA. THE DISTANCE TO REFERENCE MARK NO 1 DID COMPARE
 AB0204'WITH THE 1947 DATA. HOWEVER THE DISTANCE TO REFERENCE MARK NO 2 WAS
 AB0204'NOTED TO BE SHORTER BY 0.017 METER. A NEW AND COMPLETE DESCRIPTION
 AB0204'FOLLOWS.
 AB0204'
 AB0204'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) NORTHEAST OF
 AB0204'BROWNSVILLE, 4.8 KM (3 MI) NORTHWEST OF PORT OF BROWNSVILLE AND ON
 AB0204'A RIDGE ON THE NORTH SIDE OF LOMA ALTA LAKE.
 AB0204'OWNERSHIP--BROWNSVILLE NAVIGATION DISTRICT, PORT OF BROWNSVILLE,
 AB0204'POST OFFICE BOX 3070, BROWNSVILLE TX 78523-3070, PHONE 512-831-4592.
 AB0204'
 AB0204'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 AND FARM
 AB0204'ROAD 511 AT PORT OF BROWNSVILLE, GO NORTHWEST ON FARM ROAD 511 FOR
 AB0204'4.1 KM (2.55 MI) TO A CROSSROAD. TURN RIGHT, ON A DIRT ROAD,
 AB0204'NORTHEAST, FOR 2.9 KM (1.8 MI) TO A ROAD RIGHT WHERE MAIN ROAD
 AB0204'TURNS LEFT, NORTH. (TO REACH THE AZIMUTH MARK (BM S 678) FROM HERE,
 AB0204'GO NORTH ON THE MAIN ROAD FOR 0.56 KM (0.35 MI) TO THE MARK ON THE
 AB0204'RIGHT). TURN RIGHT, SOUTH, FOR 50 METERS (150 FT) TO A LOCKED GATE.
 AB0204'PASS THROUGH GATE FOR 30 METERS (100 FT) TO A DIM ROAD RIGHT,
 AB0204'UPHILL. TURN RIGHT, UPHILL, SOUTH, ON DIM ROAD FOR 0.2 KM (0.1 MI)
 AB0204'TO THE STATION.
 AB0204'
 AB0204'THE STATION IS A STANDARD USC+GS DISK
 AB0204'STAMPED---LOMA ALTA 1947---,
 AB0204'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AB0204'30 CM ON SIDE PROJECTING 30 CM ABOVE GROUND.  LOCATED
 AB0204'3 METERS (10 FT) SOUTH FROM THE CENTER OF A DIM ROAD.
 AB0204'THE UNDERGROUND MARK IS A STANDARD USC+GS DISK
 AB0204'STAMPED---LOMA ALTA 1947---,
 AB0204'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AB0204'
 AB0204'REFERENCE MARK NO. 1 IS A STANDARD USC+GS DISK
 AB0204'STAMPED---LOMA ALTA NO 1 1947---,
 AB0204'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AB0204'30 CM ON SIDE PROJECTING 30 CM ABOVE GROUND.  LOCATED
 AB0204'2.0 METERS (6.6 FT) NORTH FROM THE CENTER OF THE DIM ROAD.
 AB0204'MARK IS LEVEL WITH THE STATION.
 AB0204'
 AB0204'REFERENCE MARK NO. 2 IS A STANDARD USC+GS DISK
 AB0204'STAMPED---LOMA ALTA NO 2 1947---,
 AB0204'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AB0204'30 CM ON SIDE PROJECTING 18 CM ABOVE GROUND.  LOCATED
 AB0204'13.7 METERS (45 FT) SOUTH FROM THE CENTER OF THE DIM ROAD.
 AB0204'MARK IS 0.3 METER BELOW THE STATION.
 AB0204'
 AB0204'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 AB0204'STAMPED---S 678 1942---,
 AB0204'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AB0204'15 CM ON SIDE PROJECTING 3 CM ABOVE GROUND.  LOCATED
 AB0204'117.6 METERS (386 FT) NORTH-NORTHEAST FROM A PIPELINE CROSSING,
 AB0204'8.5 METERS (28.0 FT) EAST-SOUTHEAST FROM THE CENTER OF ROAD AND
 AB0204'0.6 METER (2.0 FT) EAST-SOUTHEAST FROM A WITNESS POST IN A FENCE.
 AB0204'TO REACH THE AZIMUTH FROM THE STATION, SEE STATION TO REACH.
 AB0204'
 AB0204'HEIGHT OF LIGHT SHOWN WAS 1.1 METERS ABOVE THE MARK.
 AB0204'
 AB0204'AN EDM TIE WAS MADE TO THE AZIMUTH (S 678).
 AB0204'
 AB0204'DESCRIBED BY R. T. WOODRUFF.
 AB0204
 AB0204                          STATION RECOVERY (1987)
 AB0204
 AB0204'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0204'RECOVERED IN GOOD CONDITION.
 AB0204
 AB0204                          STATION RECOVERY (1988)
 AB0204
 AB0204'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0204'RECOVERED IN GOOD CONDITION.
 AB0204
 AB0204                          STATION RECOVERY (1988)
 AB0204
 AB0204'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0204'RECOVERED IN GOOD CONDITION.
 AB0204
 AB0204                          STATION RECOVERY (1990)
 AB0204
 AB0204'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0204'RECOVERED IN GOOD CONDITION.
 AB0204
 AB0204                          STATION RECOVERY (1991)
 AB0204
 AB0204'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0204'RECOVERED IN GOOD CONDITION.
 AB0204
 AB0204                          STATION RECOVERY (1991)
 AB0204
 AB0204'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0205 ***********************************************************************
 AB0205  DESIGNATION -  LOMA ALTA RM 1
 AB0205  PID         -  AB0205
 AB0205  STATE/COUNTY-  TX/CAMERON
 AB0205  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0205
 AB0205                         *CURRENT SURVEY CONTROL
 AB0205  ___________________________________________________________________
 AB0205* NAD 83(1986)-  25 59 38.     (N)    097 25 23.     (W)     SCALED    
 AB0205* NAVD 88     -        11.877  (meters)      38.97   (feet)  ADJUSTED  
 AB0205  ___________________________________________________________________
 AB0205  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB0205  DYNAMIC HT  -          11.858 (meters)      38.90  (feet)  COMP
 AB0205  MODELED GRAV-     979,041.3   (mgal)                       NAVD 88
 AB0205
 AB0205  VERT ORDER  -  FIRST     CLASS II
 AB0205
 AB0205.The horizontal coordinates were scaled from a topographic map and have
 AB0205.an estimated accuracy of +/- 6 seconds.
 AB0205
 AB0205.The orthometric height was determined by differential leveling
 AB0205.and adjusted by the National Geodetic Survey in June 1991..
 AB0205
 AB0205.The geoid height was determined by GEOID03.
 AB0205
 AB0205.The dynamic height is computed by dividing the NAVD 88
 AB0205.geopotential number by the normal gravity value computed on the
 AB0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0205.degrees latitude (g = 980.6199 gals.).
 AB0205
 AB0205.The modeled gravity was interpolated from observed gravity values.
 AB0205
 AB0205;                    North         East    Units  Estimated Accuracy
 AB0205;SPC TX S     - 5,036,720.      407,830.      MT  (+/- 180 meters Scaled)
 AB0205
 AB0205                          SUPERSEDED SURVEY CONTROL
 AB0205
 AB0205  NGVD 29 (??/??/92)   11.98   (m)           39.3    (f) COMPUTED    1 2
 AB0205
 AB0205.Superseded values are not recommended for survey control.
 AB0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0205.See file dsdata.txt to determine how the superseded data were derived.
 AB0205
 AB0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP578759(NAD 83)
 AB0205_MARKER: DR = REFERENCE MARK DISK
 AB0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0205_STAMPING: LOMA ALTA NO 1 1947
 AB0205_MARK LOGO: CGS   
 AB0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0205+STABILITY: SURFACE MOTION
 AB0205
 AB0205  HISTORY     - Date     Condition        Report By
 AB0205  HISTORY     - 1947     MONUMENTED       CGS
 AB0205  HISTORY     - 1951     GOOD             NGS
 AB0205  HISTORY     - 1981     GOOD             NGS
 AB0205  HISTORY     - 1984     GOOD             NGS
 AB0205  HISTORY     - 1987     GOOD             USPSQD
 AB0205  HISTORY     - 1988     GOOD             USPSQD
 AB0205  HISTORY     - 1988     GOOD             USPSQD
 AB0205  HISTORY     - 1990     GOOD             USPSQD
 AB0205  HISTORY     - 19910306 GOOD             USPSQD
 AB0205
 AB0205                          STATION DESCRIPTION
 AB0205
 AB0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0205'8.8 MI NE FROM BROWNSVILLE.
 AB0205'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM ITS INTERSECTION WITH
 AB0205'U.S. HIGHWAY 83 AT BROWNSVILLE, THENCE 0.6 MILE NORTHEAST ALONG STATE
 AB0205'HIGHWAY 48, THENCE 2.5 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE
 AB0205'3.3 MILES NORTHEAST ALONG THE PORT ISABEL ROAD, ON THE HIGHEST POINT
 AB0205'OF AN EAST AND WEST RIDGE, ALONG THE NORTH SIDE OF LOMA ALTA LAKE, 500
 AB0205'FEET SOUTHEAST OF A SHARP CURVE IN THE ROAD, 0.1 MILE WEST OF A SMALL
 AB0205'WHITE BUILDING WHICH IS ON TOP OF THE RIDGE, 45.8 FEET NORTHEAST OF
 AB0205'TRIANGULATION STATION LOMA ALTA 1947, 7 FEET SOUTH OF THE CENTER LINE
 AB0205'OF AN EAST AND WEST TRACK ROAD, SET IN THE TOP OF A CONCRETE POST
 AB0205'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0205
 AB0205                          STATION RECOVERY (1981)
 AB0205
 AB0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0205'RECOVERED IN GOOD CONDITION.
 AB0205
 AB0205                          STATION RECOVERY (1984)
 AB0205
 AB0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AB0205'MARK PROJECTS 30 CM. IT IS 142 PACES EAST OF A FENCELINE CROSSING THE
 AB0205'RIDGE, 2 METERS NORTH OF THE ROAD CENTER ALONG TOP OF RIDGE, AND 16.3
 AB0205'METERS NORTH OF TWO METERS HIGH SPANISH DRAGGERS.
 AB0205
 AB0205                          STATION RECOVERY (1987)
 AB0205
 AB0205'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0205'RECOVERED IN GOOD CONDITION.
 AB0205
 AB0205                          STATION RECOVERY (1988)
 AB0205
 AB0205'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0205'RECOVERED IN GOOD CONDITION.
 AB0205
 AB0205                          STATION RECOVERY (1988)
 AB0205
 AB0205'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0205'RECOVERED IN GOOD CONDITION.
 AB0205
 AB0205                          STATION RECOVERY (1990)
 AB0205
 AB0205'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0205'RECOVERED IN GOOD CONDITION.
 AB0205
 AB0205                          STATION RECOVERY (1991)
 AB0205
 AB0205'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0206 ***********************************************************************
 AB0206  DESIGNATION -  LOMA ALTA RM 2
 AB0206  PID         -  AB0206
 AB0206  STATE/COUNTY-  TX/CAMERON
 AB0206  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0206
 AB0206                         *CURRENT SURVEY CONTROL
 AB0206  ___________________________________________________________________
 AB0206* NAD 83(1986)-  25 59 38.     (N)    097 25 23.     (W)     SCALED    
 AB0206* NAVD 88     -        11.483  (meters)      37.67   (feet)  ADJUSTED  
 AB0206  ___________________________________________________________________
 AB0206  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB0206  DYNAMIC HT  -          11.465 (meters)      37.61  (feet)  COMP
 AB0206  MODELED GRAV-     979,041.3   (mgal)                       NAVD 88
 AB0206
 AB0206  VERT ORDER  -  FIRST     CLASS II
 AB0206
 AB0206.The horizontal coordinates were scaled from a topographic map and have
 AB0206.an estimated accuracy of +/- 6 seconds.
 AB0206
 AB0206.The orthometric height was determined by differential leveling
 AB0206.and adjusted by the National Geodetic Survey in June 1991..
 AB0206
 AB0206.The geoid height was determined by GEOID03.
 AB0206
 AB0206.The dynamic height is computed by dividing the NAVD 88
 AB0206.geopotential number by the normal gravity value computed on the
 AB0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0206.degrees latitude (g = 980.6199 gals.).
 AB0206
 AB0206.The modeled gravity was interpolated from observed gravity values.
 AB0206
 AB0206;                    North         East    Units  Estimated Accuracy
 AB0206;SPC TX S     - 5,036,720.      407,830.      MT  (+/- 180 meters Scaled)
 AB0206
 AB0206                          SUPERSEDED SURVEY CONTROL
 AB0206
 AB0206  NGVD 29 (??/??/92)   11.58   (m)           38.0    (f) COMPUTED    1 2
 AB0206
 AB0206.Superseded values are not recommended for survey control.
 AB0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0206.See file dsdata.txt to determine how the superseded data were derived.
 AB0206
 AB0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP578759(NAD 83)
 AB0206_MARKER: DR = REFERENCE MARK DISK
 AB0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0206_STAMPING: LOMA ALTA NO 2 1947
 AB0206_MARK LOGO: CGS   
 AB0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0206+STABILITY: SURFACE MOTION
 AB0206
 AB0206  HISTORY     - Date     Condition        Report By
 AB0206  HISTORY     - 1947     MONUMENTED       CGS
 AB0206  HISTORY     - 1951     GOOD             NGS
 AB0206  HISTORY     - 1981     GOOD             NGS
 AB0206  HISTORY     - 1984     GOOD             NGS
 AB0206  HISTORY     - 1987     GOOD             USPSQD
 AB0206  HISTORY     - 1988     GOOD             USPSQD
 AB0206  HISTORY     - 1988     GOOD             USPSQD
 AB0206  HISTORY     - 19910306 GOOD             USPSQD
 AB0206
 AB0206                          STATION DESCRIPTION
 AB0206
 AB0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0206'8.8 MI NE FROM BROWNSVILLE.
 AB0206'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM ITS INTERSECTION WITH
 AB0206'U.S. HIGHWAY 83 AT BROWNSVILLE, THENCE 0.6 MILE NORTHEAST ALONG STATE
 AB0206'HIGHWAY 48, THENCE 2.5 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE
 AB0206'3.3 MILES NORTHEAST ALONG THE PORT ISABEL ROAD, ON TOP OF AN EAST AND
 AB0206'WEST RIDGE, ALONG THE NORTH SIDE OF LOMA ALTA LAKE, 500 FEET SOUTHEAST
 AB0206'OF A SHARP CURVE IN THE ROAD, 0.1 MILE WEST OF A SMALL WHITE BUILDING
 AB0206'WHICH IS ON TOP OF THE RIDGE, 36.0 FEET SOUTHEAST OF TRIANGULATION
 AB0206'STATION LOMA ALTA 1947, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0206'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0206
 AB0206                          STATION RECOVERY (1981)
 AB0206
 AB0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0206'RECOVERED IN GOOD CONDITION.
 AB0206
 AB0206                          STATION RECOVERY (1984)
 AB0206
 AB0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AB0206'MARK IS ABOUT 125 PACES EAST OF A FENCELINE CROSSING THE RIDGE, 13.3
 AB0206'METERS SOUTH OF THE ROAD CENTER ALONG TOP OF RIDGE, AND 10.3 METERS
 AB0206'WEST-NORTHWEST OF TWO 2 METER HIGH SPANISH DAGGERS.
 AB0206
 AB0206                          STATION RECOVERY (1987)
 AB0206
 AB0206'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0206'RECOVERED IN GOOD CONDITION.
 AB0206
 AB0206                          STATION RECOVERY (1988)
 AB0206
 AB0206'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0206'RECOVERED IN GOOD CONDITION.
 AB0206
 AB0206                          STATION RECOVERY (1988)
 AB0206
 AB0206'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0206'RECOVERED IN GOOD CONDITION.
 AB0206
 AB0206                          STATION RECOVERY (1991)
 AB0206
 AB0206'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1364 ***********************************************************************
 AJ1364  DESIGNATION -  LOMA BLANCA
 AJ1364  PID         -  AJ1364
 AJ1364  STATE/COUNTY-  TX/WEBB
 AJ1364  USGS QUAD   -  SHIPP RANCH (1980)
 AJ1364
 AJ1364                         *CURRENT SURVEY CONTROL
 AJ1364  ___________________________________________________________________
 AJ1364* NAD 83(1993)-  27 33 10.90757(N)    099 03 31.21438(W)     ADJUSTED  
 AJ1364* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 AJ1364  ___________________________________________________________________
 AJ1364  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AJ1364  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AJ1364
 AJ1364  HORZ ORDER  -  THIRD
 AJ1364
 AJ1364.The horizontal coordinates were established by classical geodetic methods
 AJ1364.and adjusted by the National Geodetic Survey in February 1996..
 AJ1364
 AJ1364.The orthometric height was scaled from a topographic map.
 AJ1364
 AJ1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1364
 AJ1364.The geoid height was determined by GEOID03.
 AJ1364
 AJ1364;                    North         East     Units Scale Factor Converg.
 AJ1364;SPC TX S     - 5,209,118.609   244,826.473   MT  0.99994103   -0 15 13.1
 AJ1364;SPC TX S     -17,090,249.97    803,234.85   sFT  0.99994103   -0 15 13.1
 AJ1364;UTM  14      - 3,047,692.177   494,207.725   MT  0.99960041   -0 01 37.7
 AJ1364
 AJ1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1364!SPC TX S     -   0.99997183  x   0.99994103  =   0.99991286
 AJ1364!UTM  14      -   0.99997183  x   0.99960041  =   0.99957225
 AJ1364
 AJ1364:                Primary Azimuth Mark                     Grid Az
 AJ1364:SPC TX S     -  AGUILARES CHURCH SPIRE                   194 15 51.5
 AJ1364:UTM  14      -  AGUILARES CHURCH SPIRE                   194 02 16.1
 AJ1364
 AJ1364|---------------------------------------------------------------------|
 AJ1364| PID    Reference Object                     Distance      Geod. Az  |
 AJ1364|                                                           dddmmss.s |
 AJ1364| AJ1393 AGUILARES CHURCH SPIRE              APPROX.11.8 KM 1940038.4 |
 AJ1364|---------------------------------------------------------------------|
 AJ1364
 AJ1364                          SUPERSEDED SURVEY CONTROL
 AJ1364
 AJ1364  NAD 83(1986)-  27 33 10.90879(N)    099 03 31.18853(W) AD(       ) 3
 AJ1364  NAD 27      -  27 33 09.83010(N)    099 03 30.07912(W) AD(       ) 3
 AJ1364
 AJ1364.Superseded values are not recommended for survey control.
 AJ1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1364.See file dsdata.txt to determine how the superseded data were derived.
 AJ1364
 AJ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR9420847692(NAD 83)
 AJ1364_MARKER: DD = SURVEY DISK
 AJ1364_SETTING: 0 = UNSPECIFIED SETTING
 AJ1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1364
 AJ1364  HISTORY     - Date     Condition        Report By
 AJ1364  HISTORY     - 1967     MONUMENTED       USGS
 AJ1364  HISTORY     - 1974     GOOD             USGS
 AJ1364
 AJ1364                          STATION DESCRIPTION
 AJ1364
 AJ1364'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AJ1364'AGUILARES 7.8 MI. N. OF ALONG FARM RD. 2855, 126 FT. E. OF THE
 AJ1364'CENTERLINE RD. Y. AT CREST OF HILL, 65 FT. E. OF RIGHT OF WAY FENCE,
 AJ1364'105 FT. SE. OF POWER POLE ON HIGHEST  POINT OF HILL, IRON POST AND
 AJ1364'BRASS CAP PROJECTING 0.6 FT. AND STAMPED ---4 RVS 1967---.
 AJ1364'
 AJ1364'NOTE - IRON POST IS SLIGHTLY LEANING TO THE N.
 AJ1364'
 AJ1364'REFERENCE MARKS - NONE.
 AJ1364
 AJ1364                          STATION RECOVERY (1974)
 AJ1364
 AJ1364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (ILC)
 AJ1364'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED LOMA BLANCA 4
 AJ1364'RVS 1967, RIVETED TO THE TOP OF A 4-INCH PIPE.  IT IS 64.0 FEET EAST
 AJ1364'OF A FENCE, 96.0 FEET NORTHEAST OF A WITNESS POST AND 124.0 FEET
 AJ1364'EAST OF THE CENTER OF A ROAD.
 AJ1364'
 AJ1364'THE DISTANCE WAS MEASURED FROM TRIANGULATION STATION LOMA, DISTANCE
 AJ1364'BEING 215.65 FEET, (65.730 METERS) NORTHEAST OF STATION LOMA.  FOR A
 AJ1364'MORE DETAILED DESCRIPTION SEE LOMA 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0748 ***********************************************************************
 AO0748  DESIGNATION -  LOMA VISTA RAD MAST
 AO0748  PID         -  AO0748
 AO0748  STATE/COUNTY-  TX/ZAVALA
 AO0748  USGS QUAD   -  LOMA VISTA (1972)
 AO0748
 AO0748                         *CURRENT SURVEY CONTROL
 AO0748  ___________________________________________________________________
 AO0748* NAD 83(1993)-  28 47 49.81202(N)    099 35 44.95043(W)     ADJUSTED  
 AO0748* NAVD 88     -                                                        
 AO0748  ___________________________________________________________________
 AO0748  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AO0748  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AO0748
 AO0748  HORZ ORDER  -  THIRD
 AO0748
 AO0748.The horizontal coordinates were established by classical geodetic methods
 AO0748.and adjusted by the National Geodetic Survey in February 1996..
 AO0748
 AO0748
 AO0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0748
 AO0748.The geoid height was determined by GEOID03.
 AO0748
 AO0748;                    North         East     Units Scale Factor Converg.
 AO0748;SPC TXSC     - 4,106,968.345   541,836.681   MT  0.99990697   -0 17 30.8
 AO0748;SPC TXSC     -13,474,278.65  1,777,675.84   sFT  0.99990697   -0 17 30.8
 AO0748;UTM  14      - 3,185,659.769   441,853.720   MT  0.99964172   -0 17 13.3
 AO0748
 AO0748                          SUPERSEDED SURVEY CONTROL
 AO0748
 AO0748  NAD 83(1986)-  28 47 49.80978(N)    099 35 44.92915(W) AD(       ) 4
 AO0748  NAD 27      -  28 47 48.89499(N)    099 35 43.75316(W) AD(       ) 3
 AO0748
 AO0748.Superseded values are not recommended for survey control.
 AO0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0748.See file dsdata.txt to determine how the superseded data were derived.
 AO0748
 AO0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS4185485660(NAD 83)
 AO0748_MARKER: 42 = RADIO/TV MAST
 AO0748
 AO0748  HISTORY     - Date     Condition        Report By
 AO0748  HISTORY     - 1972     FIRST OBSERVED   NGS
 AO0748  HISTORY     - 20010823 GOOD             USPSQD
 AO0748
 AO0748                          STATION DESCRIPTION
 AO0748
 AO0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0748'THE STATION, LOMA VISTA RADIO MAST KBV 672, IS THE CENTER OF THE TOP
 AO0748'OF A TRIANGULAR STEEL, GUYED MAST, PAINTED RED AND WHITE, THAT HAS
 AO0748'AN OVERALL HEIGHT OF 130 FEET.  IT IS LOCATED ABOUT 11.5 MILES
 AO0748'SOUTH AND 1.5 MILES EAST OF BATESVILLE AND 2 MILES NORTH OF THE
 AO0748'COMMUNITY OF LOMA VISTA.  MEDINA ELECTRIC COOPERATIVE INCORPORATED
 AO0748'OF 2308 EIGHTEENTH STREET, HONDO, TEXAS, TELEPHONE NUMBER
 AO0748'426-3334, OWN THE STATION.
 AO0748'
 AO0748'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROADS 117 AND
 AO0748'1025, ABOUT 6 MILES SOUTH-SOUTHEAST OF BATESVILLE, GO SOUTHWEST ON
 AO0748'ROAD 1025 FOR 0.75 MILE TO A DIRT SIDE ROAD LEFT.  TURN LEFT AND GO
 AO0748'SOUTHEAST THEN SOUTH ON THE DIRT ROAD FOR 5.0 MILES TO A LOCKED
 AO0748'GATE ON THE LEFT, AND THE STATION ABOUT 100 YARDS EAST OF THE
 AO0748'GATE.
 AO0748
 AO0748                          STATION RECOVERY (2001)
 AO0748
 AO0748'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1413 ***********************************************************************
 AB1413  DESIGNATION -  LOMALTO
 AB1413  PID         -  AB1413
 AB1413  STATE/COUNTY-  TX/WILLACY
 AB1413  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1413
 AB1413                         *CURRENT SURVEY CONTROL
 AB1413  ___________________________________________________________________
 AB1413* NAD 83(1993)-  26 35 17.99233(N)    097 26 01.62798(W)     ADJUSTED  
 AB1413* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1413  ___________________________________________________________________
 AB1413  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AB1413  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AB1413
 AB1413  HORZ ORDER  -  THIRD
 AB1413
 AB1413.The horizontal coordinates were established by classical geodetic methods
 AB1413.and adjusted by the National Geodetic Survey in February 1996..
 AB1413
 AB1413.The orthometric height was scaled from a topographic map.
 AB1413
 AB1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1413
 AB1413.The geoid height was determined by GEOID03.
 AB1413
 AB1413;                    North         East     Units Scale Factor Converg.
 AB1413;SPC TX S     - 5,102,561.921   406,199.930   MT  0.99992057   +0 29 02.6
 AB1413;SPC TX S     -16,740,655.24  1,332,674.27   sFT  0.99992057   +0 29 02.6
 AB1413;UTM  14      - 2,941,794.725   655,965.828   MT  0.99990032   +0 42 04.1
 AB1413
 AB1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1413!SPC TX S     -   1.00000331  x   0.99992057  =   0.99992388
 AB1413!UTM  14      -   1.00000331  x   0.99990032  =   0.99990363
 AB1413
 AB1413:                Primary Azimuth Mark                     Grid Az
 AB1413:SPC TX S     -  WINDY 1913                               095 14 12.5
 AB1413:UTM  14      -  WINDY 1913                               095 01 11.0
 AB1413
 AB1413|---------------------------------------------------------------------|
 AB1413| PID    Reference Object                     Distance      Geod. Az  |
 AB1413|                                                           dddmmss.s |
 AB1413| AB1402 WINDY 1913                          APPROX. 6.4 KM 0954315.1 |
 AB1413| AB1425 AGUA GORDA SOUTH WINDMILL           APPROX. 5.0 KM 2145215.6 |
 AB1413| CV2607 LOMALTO RM                           27.335 METERS 29916     |
 AB1413|---------------------------------------------------------------------|
 AB1413
 AB1413                          SUPERSEDED SURVEY CONTROL
 AB1413
 AB1413  NAD 83(1986)-  26 35 18.00703(N)    097 26 01.59364(W) AD(       ) 3
 AB1413  NAD 27      -  26 35 16.78000(N)    097 26 00.65800(W) AD(       ) 3
 AB1413
 AB1413.Superseded values are not recommended for survey control.
 AB1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1413.See file dsdata.txt to determine how the superseded data were derived.
 AB1413
 AB1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5596641795(NAD 83)
 AB1413_MARKER: DS = TRIANGULATION STATION DISK
 AB1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1413
 AB1413  HISTORY     - Date     Condition        Report By
 AB1413  HISTORY     - 1879     MONUMENTED       CGS
 AB1413  HISTORY     - 1930     SEE DESCRIPTION  CGS
 AB1413  HISTORY     - 1932     SEE DESCRIPTION  CGS
 AB1413  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AB1413  HISTORY     - 1938     MARK NOT FOUND   CGS
 AB1413  HISTORY     - 1948     MARK NOT FOUND   HUMBLE
 AB1413  HISTORY     - 1950     MARK NOT FOUND   CGS
 AB1413
 AB1413                          STATION DESCRIPTION
 AB1413
 AB1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (REH)
 AB1413'THE OLD STATION OF 1879 WAS RECOVERED AND REOCCUPIED.  IT
 AB1413'IS ON THE EASTERN END OF A LONG RANGE ON THE W SIDE OF LAGUNA
 AB1413'MADRE, 3 MILES N OF SAUZ LANDING AND ON THE N SIDE OF A
 AB1413'SMALL LAGOON.  THE STATION IS ABOUT 6 METERS (20 FEET) FROM
 AB1413'THE S BANK, WHICH IS MUCH ERODED.  THE EASTERN BANK IS ABOUT
 AB1413'18 METERS (59 FEET) DISTANT.  THE REFERENCE MARK IS NEARLY
 AB1413'IN RANGE WITH TWO PROMINENT SPANISH DAGGERS WHICH ARE ABOUT
 AB1413'12 METERS (39 FEET) FROM IT.  THE STATION MARK IS A STANDARD
 AB1413'DISK STATION MARK SET INTO A CEMENT POST WHICH IS INCASED
 AB1413'IN A SQUARE WOODEN BOX.  THE CEMENT POST IS 6 INCHES SQUARE
 AB1413'AND 2 FEET LONG AND PROJECTS FROM 2 TO 6 INCHES ABOVE THE
 AB1413'SURFACE OF THE GROUND.  THE SUB-SURFACE MARK IS A
 AB1413'TRIANGULAR-SHAPED PIECE OF CORAL, WITH A DRILL HOLE IN THE CENTER.
 AB1413'ABOUT 3 INCHES OF EARTH OR SAND SEPARATES THE SURFACE
 AB1413'AND SUB-SURFACE MARKS.  THE REFERENCE MARK IS A STANDARD
 AB1413'DISK REFERENCE MARK SET INTO A CEMENT POST WHICH IS INCASED
 AB1413'IN A SQUARE WOODEN BOX.  THE CEMENT POST IS 6 INCHES
 AB1413'SQUARE AND 2 FEET LONG AND PROJECTS FROM 2 TO 6 INCHES
 AB1413'ABOVE THE SURFACE OF THE GROUND, AND IS 27.335 METERS
 AB1413'(89.68 FEET) FROM THE STATION, N 60 DEG 44 MIN W.
 AB1413'OTHER BEARINGS FROM THE STATION ARE--RIGHT ONE OF TWIN
 AB1413'WINDMILLS, S 35 DEG 05 MIN W.  LEFT ONE OF TWIN
 AB1413'WINDMILLS, S 34 DEG 52 MIN W.  LEFT TANGENT TO LAGOON,
 AB1413'S 51 DEG 33 MIN W.
 AB1413
 AB1413                          STATION RECOVERY (1930)
 AB1413
 AB1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (WM)
 AB1413'THIS STATION IS ABOUT 3.8 MILES S OF PORTALIS 2, AND ON W
 AB1413'SHORE OF LAGUNA MADRE, IN SAUZ PASTURE OF THE KING RANCH.
 AB1413'STATION IS ON A BRUSHY POINT OF LAND BETWEEN TWO LAGOONS,
 AB1413'ABOUT MIDWAY BETWEEN AND DISTANT 1/2 MILE FROM TWO POINTS
 AB1413'WITH BLUFF BANKS AND SURMOUNTED BY A GROWTH OF MAGUEY.  POINT
 AB1413'ON WHICH STATION IS LOCATED HAS ONLY LOW BRUSH AND A FEW
 AB1413'SMALL DAGGERS, AND BANK 4 FEET HIGH.  WATER IS 30 YARDS
 AB1413'FROM BANK.  THERE IS A ROUND LAGOON IMMEDIATELY TO THE S
 AB1413'AND A LONG, IRREGULAR LAGOON 300 YARDS N.
 AB1413'
 AB1413'THE REFERENCE MARK WAS FOUND O.K.
 AB1413'
 AB1413'SURFACE MARK IS DESTROYED, AND FRAGMENTS OF CONCRETE WERE
 AB1413'FOUND ON POINT 1/2 MILE N.
 AB1413'
 AB1413'A HOLE WAS DUG 3 FEET DEEP, AND THE BOTTOM EXPLORED WITH A
 AB1413'SOUNDING BAR 18 INCHES LONG WITHOUT FINDING SUB MARK.  THIS
 AB1413'PROBABLY CAN BE FOUND WITH BETTER DIGGING TOOLS, AS THE
 AB1413'GROUND IS VERY HARD.  A PIECE OF OLD CAR ABOUT 4 FEET LONG
 AB1413'WAS LEFT STANDING IN THIS HOLE.
 AB1413'
 AB1413'REFERENCE MARK IS 89.7 FEET S 60 DEG 44 MIN E
 AB1413'FROM S STATION.
 AB1413'
 AB1413'REACHED FROM NORIAS BY SAME DIRECTIONS AS FOR PORTALIS
 AB1413'2, TO THAT STATION, THENCE S, CROSS COUNTRY, KEEPING JUST
 AB1413'INSIDE WHITE CAYAS ABOUT 4-1/2 MILES TO LOMALTO.  THERE IS
 AB1413'NO DEFINITE ROUTE, AND MILEAGE WILL VARY WITH THE AMOUT
 AB1413'OF CONTORTIONS.  BE VERY CAUTIOUS OF CROSSING THE WHITE
 AB1413'LAGOONS OR CAYAS.  THERE ARE TRACKS AT INTERVALS AND SOME
 AB1413'LEADING SOUTHWEST TOWARD SAUZ.
 AB1413
 AB1413                          STATION RECOVERY (1932)
 AB1413
 AB1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (WCR)
 AB1413'SURFACE MARK IS GONE BUT SUB-SURFACE MARK WAS FOUND.  STATION
 AB1413'IS NOW LESS THAN TEN FEET FROM S BANK, WHICH IS MUCH ERODED.
 AB1413'
 AB1413'THE TWO PROMINENT SPANISH DAGGERS WHICH ARE REFERRED TO IN
 AB1413'DESCRIBING THE REFERENCE MARK ARE GONE.
 AB1413
 AB1413                          STATION RECOVERY (1934)
 AB1413
 AB1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HHD)
 AB1413'STATION RECOVERED.  THE STATION IS PARTIALLY DESTROYED.  CAP
 AB1413'IS GONE.  THE CONCRETE POST PROJECTS ABOUT SIX INCHES ABOVE
 AB1413'GROUND.  BANK IS BADLY ERODED.  STATION IS ABOUT 3 FEET FROM
 AB1413'E BANK ABOUT 6 INCHES FROM S BANK.  STATION PROBABLY WILL
 AB1413'NOT WITHSTAND ANOTHER STORM.  DESCRIPTION OF LOCATION
 AB1413'OTHERWISE IS SAME.
 AB1413'
 AB1413'REFERENCE MARK IS IN GOOD CONDITION, IN ABOUT THE CENTER
 AB1413'OF THE BRUSHY POINT OF LAND.
 AB1413
 AB1413                          STATION RECOVERY (1938)
 AB1413
 AB1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1413'NO SEARCH WAS MADE FOR THIS STATION BY THIS PARTY.
 AB1413
 AB1413                          STATION RECOVERY (1948)
 AB1413
 AB1413'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1948
 AB1413'THIS STATION COULD NOT BE FOUND AS THE BANK HAS ERODED CONSIDERABLY.
 AB1413'THE REFERENCE MARK WAS FOUND LYING ON THE GROUND.  A THOROUGH
 AB1413'SEARCH WAS MADE AND THE STATION WAS THOUGHT TO HAVE BEEN
 AB1413'DESTROYED.
 AB1413
 AB1413                          STATION RECOVERY (1950)
 AB1413
 AB1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1413'STATION NOT RECOVERED.  THE AREA WAS SEARCHED, BUT NO TRACE
 AB1413'OF THE STATION REMAINS.  THE REFERENCE MARK WAS FOUND WITH
 AB1413'THE TOP BROKEN OFF BUT THE BUTT OF THE MONUMENT IS STILL
 AB1413'TIGHT IN THE GROUND.  THE POSITION OF THE STATION, AS INDICATED
 AB1413'BY THE DISTANCE AND DIRECTION FROM THE REFERENCE MARK, WOULD
 AB1413'PLACE THE STATION AT THE BOTTOM OF A BLUFF.  THE STATION
 AB1413'HAS PROBABLY BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0436 ***********************************************************************
 AV0436  DESIGNATION -  LONE
 AV0436  PID         -  AV0436
 AV0436  STATE/COUNTY-  TX/JEFFERSON
 AV0436  USGS QUAD   -  SABINE PASS (1993)
 AV0436
 AV0436                         *CURRENT SURVEY CONTROL
 AV0436  ___________________________________________________________________
 AV0436* NAD 83(1993)-  29 41 58.33128(N)    093 56 54.64392(W)     ADJUSTED  
 AV0436* NAVD 88     -         2.23   (+/-2cm)       7.3    (feet)  VERTCON   
 AV0436  ___________________________________________________________________
 AV0436  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AV0436  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AV0436
 AV0436  HORZ ORDER  -  SECOND
 AV0436  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0436
 AV0436.The horizontal coordinates were established by classical geodetic methods
 AV0436.and adjusted by the National Geodetic Survey in February 1996..
 AV0436
 AV0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0436.The vertical order pertains to the NGVD 29 superseded value.
 AV0436
 AV0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0436
 AV0436.The geoid height was determined by GEOID03.
 AV0436
 AV0436;                    North         East     Units Scale Factor Converg.
 AV0436;SPC TXSC     - 4,217,380.701 1,088,651.855   MT  0.99988342   +2 28 29.2
 AV0436;SPC TXSC     -13,836,523.18  3,571,685.29   sFT  0.99988342   +2 28 29.2
 AV0436;SPC LA S     -   135,850.075   746,951.749   MT  0.99993949   -1 18 27.4
 AV0436;SPC LA S     -   445,701.45  2,450,624.20   sFT  0.99993949   -1 18 27.4
 AV0436;UTM  15      - 3,285,868.642   408,241.719   MT  0.99970388   -0 28 11.9
 AV0436
 AV0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0436!SPC TXSC     -   1.00000388  x   0.99988342  =   0.99988730
 AV0436!SPC LA S     -   1.00000388  x   0.99993949  =   0.99994337
 AV0436!UTM  15      -   1.00000388  x   0.99970388  =   0.99970776
 AV0436
 AV0436|---------------------------------------------------------------------|
 AV0436| PID    Reference Object                     Distance      Geod. Az  |
 AV0436|                                                           dddmmss.s |
 AV0436| AV0437 LONE RM 1                            22.937 METERS 04818     |
 AV0436| AV0911 SABINE PASS WATER TANK              APPROX. 6.4 KM 0513203.7 |
 AV0436| AV0898 SABINE PASS COAST GUARD LOT         APPROX. 8.2 KM 0670204.6 |
 AV0436| AV0897 SABINE PASS CG FM RAD MAST          APPROX. 8.1 KM 0671147.9 |
 AV0436| AV0892 SABINE PASS RADIO MAST              APPROX. 9.8 KM 0785714.1 |
 AV0436| AV0903 SABINE PASS TV STA KBMT MAST        APPROX. 8.4 KM 0790552.6 |
 AV0436| AV0895 SABINE PASS RADIO TOWER             APPROX. 9.7 KM 0793820.0 |
 AV0436| AV0901 SABINE PASS CG LIFE BOAT STA        APPROX. 9.1 KM 0853917.6 |
 AV0436| AV0889 SABINE PASS JETTY CHAN RG R LT      APPROX.10.6 KM 0905507.9 |
 AV0436| AV0887 SABINE PASS JETTY CHAN RG F LT      APPROX.10.7 KM 0942244.8 |
 AV0436| CV9998 LONE AZ MK                                         0970317.0 |
 AV0436| AV0435 LONE RM 2                            20.110 METERS 14055     |
 AV0436|---------------------------------------------------------------------|
 AV0436
 AV0436                          SUPERSEDED SURVEY CONTROL
 AV0436
 AV0436  NAD 83(1993)-  29 41 58.33114(N)    093 56 54.64393(W) AD(       ) 2
 AV0436  NAD 83(1986)-  29 41 58.35288(N)    093 56 54.62762(W) AD(       ) 2
 AV0436  NAD 83(1986)-  29 41 58.35436(N)    093 56 54.63001(W) AD(       ) 2
 AV0436  NAD 27      -  29 41 57.57610(N)    093 56 54.02870(W) AD(       ) 2
 AV0436  NGVD 29 (??/??/??)    2.217  (m)            7.27   (f) ADJUSTED    1 2
 AV0436
 AV0436.Superseded values are not recommended for survey control.
 AV0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0436.See file dsdata.txt to determine how the superseded data were derived.
 AV0436
 AV0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0824285869(NAD 83)
 AV0436_MARKER: DS = TRIANGULATION STATION DISK
 AV0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0436_SP_SET: TILE
 AV0436_STAMPING: LONE 1934
 AV0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0436
 AV0436  HISTORY     - Date     Condition        Report By
 AV0436  HISTORY     - 1934     MONUMENTED       CGS
 AV0436  HISTORY     - 1947     GOOD             CGS
 AV0436  HISTORY     - 1953     GOOD             CGS
 AV0436  HISTORY     - 1958     GOOD             CGS
 AV0436  HISTORY     - 1958     GOOD             CGS
 AV0436  HISTORY     - 1960     GOOD             CGS
 AV0436  HISTORY     - 1963     GOOD             CGS
 AV0436  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0436  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0436  HISTORY     - 19880921 MARK NOT FOUND   USPSQD
 AV0436  HISTORY     - 1989     GOOD             USPSQD
 AV0436  HISTORY     - 1989     GOOD             USPSQD
 AV0436  HISTORY     - 1989     GOOD             USPSQD
 AV0436  HISTORY     - 1989     GOOD             USPSQD
 AV0436  HISTORY     - 19930202 GOOD             USPSQD
 AV0436  HISTORY     - 19940719 GOOD             USPSQD
 AV0436  HISTORY     - 19991023 GOOD             USPSQD
 AV0436  HISTORY     - 20010331 GOOD             NGS
 AV0436  HISTORY     - 20010331 GOOD             NGS
 AV0436  HISTORY     - 20020914 GOOD             USPSQD
 AV0436
 AV0436                          STATION DESCRIPTION
 AV0436
 AV0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AV0436'STATION IS LOCATED ON THE SABINE PASS-GALVESTON BEACH ROAD,
 AV0436'4.3 MILES SW OF THE DOWLING MONUMENT AT INTERSECTION OF PORT
 AV0436'ARTHUR AND GALVESTON ROADS AT SABINE PASS.  IT IS IMMEDIATELY
 AV0436'N OF THE BROUSARD HOUSE (A LARGE TWO-STORY FRAME HOUSE) AND
 AV0436'7 METERS FROM N END OF SMALL RESERVOIR USED IN DRILLING THE
 AV0436'OIL WELL.
 AV0436'
 AV0436'STATION MARK IS A BRONZE STATION DISK SET ON TOP OF A 6-INCH
 AV0436'CONCRETE-FILLED TILE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 AV0436'IT IS STAMPED LONE 1934.
 AV0436'
 AV0436'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET ON TOP OF A
 AV0436'6-INCH CONCRETE-FILLED TILE AND STAMPED R.M. 1 1934.  IT IS 3
 AV0436'METERS W OF A TANGLED MASS OF VINES AND BRUSH.
 AV0436'
 AV0436'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET ON TOP OF A
 AV0436'6-INCH CONCRETE-FILLED TILE AND STAMPED R.M. 2 1934.  IT IS
 AV0436'2 METERS W FROM SW CORNER OF OIL DERRICK.
 AV0436
 AV0436                          STATION RECOVERY (1947)
 AV0436
 AV0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0436'STATION RECOVERED AS DESCRIBED EXCEPT THAT THE OIL DERRICK HAS
 AV0436'BEEN REMOVED AND REFERENCES SHOULD BE MADE TO THE DERRICKS
 AV0436'FOUNDATIONS WHICH ARE EASILY LOCATED.
 AV0436
 AV0436                          STATION RECOVERY (1953)
 AV0436
 AV0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AV0436'STATION IS 4.2 MI. SW ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0436'DOWLING MONUMENT AT SABINE PASS, 347 FT. NW OF A LARGE TWO-STORY
 AV0436'HOUSE, 582 FT. NW OF THE CENTERLINE OF THE HIGHWAY, 33 FT. N OF A
 AV0436'SINK HOLE WHICH IS FILLED WITH WATER, 30 FT. NW OF A CATS
 AV0436'CLAW BUSH, 0.2 FT. ABOVE THE GROUND, A TRIANGULATION-STATION
 AV0436'DISK, SET IN THE TOP OF A 6-IN. TILE PIPE WHICH IS FILLED WITH
 AV0436'CONCRETE, AND STAMPED LONE 1934.
 AV0436'
 AV0436'REFERENCE MARK 1 IS AT THE SW EDGE OF A PASTURE, 75.2 FT. NE
 AV0436'OF THE TRIANGULATION STATION, 33 FT. SE OF A FENCE CORNER, 24.5
 AV0436'FT. S OF A 15-IN. TREE, 2 FT. NE OF A FENCE, 0.2 FT. ABOVE THE
 AV0436'GROUND, A REFERENCE-MARK DISK, SET IN THE TOP OF A 6-IN. TILE
 AV0436'PIPE WHICH IS FILLED WITH CONCRETE, AND STAMPED NO 1 1934.
 AV0436'
 AV0436'REFERENCE MARK 2 IS 281 FT. NW OF A HOUSE, 66 FT. SE OF THE
 AV0436'TRIANGULATION STATION, 21 FT. SW OF A 5-IN. TREE, 7 FT. NE OF A
 AV0436'LARGE CATS CLAW BUSH, 0.2 FT. ABOVE THE GROUND, A REFERENCE-MARK
 AV0436'DISK, SET IN THE TOP OF A 6-IN. TILE PIPE WHICH IS FILLED
 AV0436'WITH CONCRETE, AND STAMPED NO 2 1934.
 AV0436
 AV0436                          STATION RECOVERY (1958)
 AV0436
 AV0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HBF)
 AV0436'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  FOUND
 AV0436'MARK LONE.
 AV0436
 AV0436                          STATION RECOVERY (1958)
 AV0436
 AV0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 AV0436'4.15 MI SW FROM SABINE PASS.
 AV0436'ABOUT 4.15 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0436'DOWLING MONUMENT AT SABINE PASS, AT THE NORTHWEST EDGE OF A GROUP OF
 AV0436'OAK TREES, ABOUT 580 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AV0436'35 FEET NORTH OF THE NORTH EDGE OF A SMALL WATER HOLE, 1 FOOT
 AV0436'SOUTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A 6-INCH TILE
 AV0436'FILLED WITH CONCRETE PROJECTING 2 INCHES.
 AV0436
 AV0436                          STATION RECOVERY (1960)
 AV0436
 AV0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AV0436'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  THE RECOVERY
 AV0436'NOTE BY C. R. R. IN 1953 IS GOOD.
 AV0436'
 AV0436'THE DISTANCES TO THE R.M.S WERE VERIFIED.
 AV0436'
 AV0436'THE STATION MARK IS STAMPED LONE 1934 AND PROJECTS 0.2 FOOT.
 AV0436'
 AV0436'R.M. 1 IS STAMPED NO. 1 1934 AND PROJECTS 0.2 FOOT.
 AV0436'
 AV0436'R.M. 2 IS STAMPED NO. 2 1934 AND PROJECTS 0.2 FOOT.
 AV0436
 AV0436                          STATION RECOVERY (1963)
 AV0436
 AV0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0436'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 AV0436'CONDITION.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT THE
 AV0436'DISTANCE WAS FOUND TO BE 0.017 METERS SHORTER THAN PREVIOUSLY
 AV0436'MEASURED.  THE DIRECTION TO REFERENCE MARK 2 DID NOT CHECK BY
 AV0436'1 MINUTE AND 32 SECONDS AND THE DISTANCE WAS FOUND TO BE 0.013
 AV0436'METERS SHORTER THAN PREVIOUSLY MEASURED.  AN AZIMUTH MARK WAS
 AV0436'ESTABLISHED AT THIS TIME.  THE TWO STORY HOUSE MENTIONED IN
 AV0436'THE PREVIOUS DESCRIPTION IS NO LONGER THERE AND SOME NEW
 AV0436'REFERENCE MEASUREMENTS WERE ADDED.
 AV0436'
 AV0436'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AV0436'
 AV0436'THE STATION IS ABOUT 4-1/4 MILES SOUTHWEST OF SABINE PASS AND
 AV0436'ABOUT 600 FEET NORTHWEST OF STATE HIGHWAY 87.
 AV0436'
 AV0436'TO REACH THE STATION FROM SABINE PASS, GO SOUTHWESTERLY ON
 AV0436'STATE HIGHWAY 87 FOR 3.8 MILES TO THE AZIMUTH MARK ON THE LEFT.
 AV0436'CONTINUE WESTERLY ON HIGHWAY 87 FOR 0.2 MILE TO A WELDED IRON GATE
 AV0436'ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY THROUGH A PASTURE
 AV0436'FOR ABOUT 600 FEET TO A POND ON THE LEFT AND THE STATION ON
 AV0436'THE RIGHT.
 AV0436'
 AV0436'THE STATION MARK IS A STANDARD DISK STAMPED LONE 1934 SET IN THE
 AV0436'TOP OF A 6 INCH TILE FILLED WITH CONCRETE WHICH PROJECTS 3
 AV0436'INCHES.  THE MARK IS 43 FEET SOUTH OF AN 8 INCH TREE, 126 FEET
 AV0436'WEST OF A WIRE FENCE, 11 FEET NORTHEAST OF THE EDGE OF A POND
 AV0436'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 AV0436'
 AV0436'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NO 1 1934 SET IN THE
 AV0436'TOP OF A 6 INCH TILE FILLED WITH CONCRETE WHICH PROJECTS 4
 AV0436'INCHES.  THE MARK IS IN A CLUMP OF CAT CLAW BUSHES, 75 FEET
 AV0436'EAST-NORTHEAST OF THE WITNESS POST, 53 FEET WEST OF A WIRE
 AV0436'FENCE AND 47 FEET NORTHEAST OF THE NORTHEAST EDGE OF A SUMP HOLE.
 AV0436'
 AV0436'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NO 2 1934 SET IN THE
 AV0436'TOP OF A 6 INCH TILE FILLED WITH CONCRETE WHICH PROJECTS 3 INCHES.
 AV0436'THE MARK IS 66 FEET SOUTH OF THE WITNESS POST, 32 FEET SOUTHWEST
 AV0436'OF THE SOUTHWEST EDGE OF THE SUMP HOLE AND 21.6 FEET WEST OF AN 8
 AV0436'INCH TREE.
 AV0436'
 AV0436'THE AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 87,
 AV0436'2 FEET NORTH OF A WIRE FENCE AND A CREOSOTE WITNESS POST AND 2
 AV0436'FEET NORTHWEST OF POWER POLE NO. 21806.  THE MARK IS A STANDARD
 AV0436'DISK STAMPED LONE 1963 SET IN THE TOP OF A 10 INCH BY 10 INCH
 AV0436'CONCRETE POST WHICH PROJECTS 3 INCHES.
 AV0436'
 AV0436'BUILDING FOREMAN--RAY E. JOHNSON
 AV0436'
 AV0436'HEIGHT OF LIGHT ABOVE STATION MARK 25.87 METERS.
 AV0436
 AV0436                          STATION RECOVERY (1984)
 AV0436
 AV0436'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0436'MARK NOT FOUND.
 AV0436
 AV0436                          STATION RECOVERY (1987)
 AV0436
 AV0436'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0436'MARK NOT FOUND.
 AV0436
 AV0436                          STATION RECOVERY (1988)
 AV0436
 AV0436'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AV0436'MARK NOT FOUND.
 AV0436
 AV0436                          STATION RECOVERY (1989)
 AV0436
 AV0436'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0436'RECOVERED IN GOOD CONDITION.
 AV0436
 AV0436                          STATION RECOVERY (1989)
 AV0436
 AV0436'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0436'RECOVERED IN GOOD CONDITION.
 AV0436
 AV0436                          STATION RECOVERY (1989)
 AV0436
 AV0436'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0436'RECOVERED IN GOOD CONDITION.
 AV0436
 AV0436                          STATION RECOVERY (1989)
 AV0436
 AV0436'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AV0436'RECOVERED IN GOOD CONDITION.
 AV0436
 AV0436                          STATION RECOVERY (1993)
 AV0436
 AV0436'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0436'RECOVERED IN GOOD CONDITION.
 AV0436
 AV0436                          STATION RECOVERY (1994)
 AV0436
 AV0436'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0436'RECOVERED IN GOOD CONDITION.
 AV0436
 AV0436                          STATION RECOVERY (1999)
 AV0436
 AV0436'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0436'RECOVERED IN GOOD CONDITION.
 AV0436
 AV0436                          STATION RECOVERY (2001)
 AV0436
 AV0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0436'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0436
 AV0436                          STATION RECOVERY (2001)
 AV0436
 AV0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0436'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0436
 AV0436                          STATION RECOVERY (2002)
 AV0436
 AV0436'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0208 ***********************************************************************
 AP0208  DESIGNATION -  LONE
 AP0208  PID         -  AP0208
 AP0208  STATE/COUNTY-  TX/MAVERICK
 AP0208  USGS QUAD   -  DEADMANS HILL (1974)
 AP0208
 AP0208                         *CURRENT SURVEY CONTROL
 AP0208  ___________________________________________________________________
 AP0208* NAD 83(1993)-  28 46 00.19277(N)    100 23 12.41317(W)     ADJUSTED  
 AP0208* NAVD 88     -       279.3    (meters)     916.     (feet)  VERTCON   
 AP0208  ___________________________________________________________________
 AP0208  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AP0208  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AP0208
 AP0208  HORZ ORDER  -  FIRST
 AP0208
 AP0208.The horizontal coordinates were established by classical geodetic methods
 AP0208.and adjusted by the National Geodetic Survey in February 1996..
 AP0208
 AP0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0208
 AP0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0208
 AP0208.The geoid height was determined by GEOID03.
 AP0208
 AP0208;                    North         East     Units Scale Factor Converg.
 AP0208;SPC TXSC     - 4,104,248.537   464,586.336   MT  0.99991206   -0 40 45.8
 AP0208;SPC TXSC     -13,465,355.41  1,524,230.34   sFT  0.99991206   -0 40 45.8
 AP0208;UTM  14      - 3,182,929.225   364,618.276   MT  0.99982618   -0 40 02.9
 AP0208
 AP0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0208!SPC TXSC     -   0.99995971  x   0.99991206  =   0.99987178
 AP0208!UTM  14      -   0.99995971  x   0.99982618  =   0.99978590
 AP0208
 AP0208|---------------------------------------------------------------------|
 AP0208| PID    Reference Object                     Distance      Geod. Az  |
 AP0208|                                                           dddmmss.s |
 AP0208| CV5533 LONE RM 1                            11.300 METERS 07958     |
 AP0208| AP0192 TANK NEAR STA LAPLACE               APPROX.11.9 KM 2393918.2 |
 AP0208| AP0234 EAGLE PASS WATER PWR PLANT STK      APPROX.13.3 KM 2421916.4 |
 AP0208| CV5532 LONE AZ MK                                         2933203.3 |
 AP0208| CV5534 LONE RM 2                            16.106 METERS 30047     |
 AP0208|---------------------------------------------------------------------|
 AP0208
 AP0208                          SUPERSEDED SURVEY CONTROL
 AP0208
 AP0208  NAD 83(1986)-  28 46 00.18821(N)    100 23 12.39123(W) AD(       ) 1
 AP0208  NAD 27      -  28 45 59.27700(N)    100 23 11.12400(W) AD(       ) 1
 AP0208  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 AP0208
 AP0208.Superseded values are not recommended for survey control.
 AP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0208.See file dsdata.txt to determine how the superseded data were derived.
 AP0208
 AP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS6461882929(NAD 83)
 AP0208_MARKER: DS = TRIANGULATION STATION DISK
 AP0208_SETTING: 0 = UNSPECIFIED SETTING
 AP0208
 AP0208  HISTORY     - Date     Condition        Report By
 AP0208  HISTORY     - 1918     MONUMENTED       CGS
 AP0208  HISTORY     - 1937     GOOD             LOCSUR
 AP0208
 AP0208                          STATION DESCRIPTION
 AP0208
 AP0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0208'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0208'CONCRETE.
 AP0208'
 AP0208'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0208'
 AP0208'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0208'CONCRETE, 16.100 METERS (52.82 FEET) FROM THE STATION
 AP0208'N 80 DEG 04 MIN E.
 AP0208'
 AP0208'THE STATION IS BEST REACHED FROM EAGLE PASS BY TAKING THE
 AP0208'SAN ANTONIO ROAD FOR 8 MILES TO THE POINT WHERE THE ROAD
 AP0208'STARTS TO DROP FROM THE TOP OF THE RIDGE TO THE VALLEY BY A
 AP0208'FAIRLY STEEP GRADE, AND A LONE TREE CAN BE SEEN ON THE HILL
 AP0208'TO THE E.  TURN E AND FOLLOW THE RIDGE 400 METERS (1,312 FEET)
 AP0208'FROM THE ROAD TO THE HIGHEST POINT OF THE HILL, WHERE THE
 AP0208'STATION IS LOCATED.  THE LONE TREE IS ABOUT 1/4 MILE DISTANT
 AP0208'S DEG 59 MIN W.
 AP0208
 AP0208                          STATION RECOVERY (1937)
 AP0208
 AP0208'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937
 AP0208'RECOVERED BY KARGL AERIAL SURVEYS LTD.
 AP0208'
 AP0208'ORIGINAL DESCRIPTION GOOD.  LONE TREE STILL STANDING.  STATION
 AP0208'MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0797 ***********************************************************************
 EN0797  DESIGNATION -  LONE
 EN0797  PID         -  EN0797
 EN0797  STATE/COUNTY-  TX/DONLEY
 EN0797  USGS QUAD   -  TATE ARROYO (1963)
 EN0797
 EN0797                         *CURRENT SURVEY CONTROL
 EN0797  ___________________________________________________________________
 EN0797* NAD 83(1993)-  34 47 59.20129(N)    101 04 03.72943(W)     ADJUSTED  
 EN0797* NAVD 88     -       782.     (meters)    2566.     (feet)  SCALED    
 EN0797  ___________________________________________________________________
 EN0797  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EN0797  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EN0797
 EN0797  HORZ ORDER  -  FIRST
 EN0797
 EN0797.The horizontal coordinates were established by classical geodetic methods
 EN0797.and adjusted by the National Geodetic Survey in February 1996..
 EN0797
 EN0797.The orthometric height was scaled from a topographic map.
 EN0797
 EN0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0797
 EN0797.The geoid height was determined by GEOID03.
 EN0797
 EN0797;                    North         East     Units Scale Factor Converg.
 EN0797;SPC TX N     - 1,088,812.268   239,558.158   MT  0.99996866   +0 15 01.9
 EN0797;SPC TX N     - 3,572,211.58    785,950.39   sFT  0.99996866   +0 15 01.9
 EN0797;UTM  14      - 3,852,787.991   310,845.833   MT  1.00004100   -1 10 49.5
 EN0797
 EN0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0797!SPC TX N     -   0.99988149  x   0.99996866  =   0.99985016
 EN0797!UTM  14      -   0.99988149  x   1.00004100  =   0.99992249
 EN0797
 EN0797:                Primary Azimuth Mark                     Grid Az
 EN0797:SPC TX N     -  LONE AZ MK                               015 26 24.9
 EN0797:UTM  14      -  LONE AZ MK                               016 52 16.3
 EN0797
 EN0797|---------------------------------------------------------------------|
 EN0797| PID    Reference Object                     Distance      Geod. Az  |
 EN0797|                                                           dddmmss.s |
 EN0797| CJ7748 LONE AZ MK                                         0154126.8 |
 EN0797| CJ7749 LONE RM 1                            23.915 METERS 04128     |
 EN0797| CJ7750 LONE RM 2                            22.275 METERS 28206     |
 EN0797|---------------------------------------------------------------------|
 EN0797
 EN0797                          SUPERSEDED SURVEY CONTROL
 EN0797
 EN0797  NAD 83(1993)-  34 47 59.20370(N)    101 04 03.72671(W) AD(       ) 1
 EN0797  NAD 83(1986)-  34 47 59.20724(N)    101 04 03.72208(W) AD(       ) 1
 EN0797  NAD 27      -  34 47 59.01407(N)    101 04 02.17941(W) AD(       ) 1
 EN0797
 EN0797.Superseded values are not recommended for survey control.
 EN0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0797.See file dsdata.txt to determine how the superseded data were derived.
 EN0797
 EN0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1084652788(NAD 83)
 EN0797_MARKER: DS = TRIANGULATION STATION DISK
 EN0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0797
 EN0797  HISTORY     - Date     Condition        Report By
 EN0797  HISTORY     - 1964     MONUMENTED       CGS
 EN0797
 EN0797                          STATION DESCRIPTION
 EN0797
 EN0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0797'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF ASHTOLA, 14 MILES
 EN0797'SOUTHWEST OF CLARENDON, 7 MILES NORTHWEST OF THE JUNCTION OF
 EN0797'MULBERRY AND BIG SANDY CREEK AND NEAR THE HEAD OF LONE TREE CREEK ON
 EN0797'THE HIGHEST GROUND IN THE VICINITY.
 EN0797'
 EN0797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 EN0797'ROAD 2162 IN THE WEST EDGE OF CLARENDON, GO SOUTH ON FARM ROAD 2162
 EN0797'FOR 6.0 MILES TO THE END OF THE PAVEMENT, CONTINUE AHEAD ON A
 EN0797'BLADED ROAD FOR 7.0 MILES TO THE BRIDGE OVER HALL CREEK.  CROSS
 EN0797'OVER THE BRIDGE AND CONTINUE ON THE MAIN ROAD FOR 0.25 MILE TO A
 EN0797'FORK, TAKE THE RIGHT FORK AND GO 1.35 MILES TO THE BRIDGE OVER
 EN0797'MULBERRY CREEK.  CROSS OVER THE BRIDGE AND GO 1.8 MILES TO A SIDE
 EN0797'ROAD RIGHT.  CONTINUE AHEAD, CROSSING A CATTLE GUARD, AND GO 0.05
 EN0797'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.2
 EN0797'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.95
 EN0797'MILE TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 EN0797'
 EN0797'THE STATION MARK IS A STANDARD DISK, STAMPED LONE 1964, CEMENTED IN
 EN0797'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 EN0797'ABOVE THE GROUND.  IT IS 110 FEET EAST SOUTHEAST OF THE CENTER OF
 EN0797'THE ROAD AND 3.2 FEET NORTHWEST OF A WITNESS POST.
 EN0797'
 EN0797'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LONE NO 1 1964, CEMENTED
 EN0797'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 EN0797'INCHES ABOVE THE GROUND.  IT IS 135 FEET SOUTHWEST OF A POWER LINE
 EN0797'POLE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0797'
 EN0797'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LONE NO 2 1964, CEMENTED
 EN0797'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 EN0797'INCHES ABOVE THE GROUND.  IT IS 37 FEET EAST SOUTHEAST OF THE
 EN0797'CENTER OF THE ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0797'
 EN0797'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LONE 1964, CEMENTED IN
 EN0797'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 EN0797'ABOVE THE GROUND.  IT IS 25 FEET WEST OF THE CENTER OF THE ROAD
 EN0797'AND 1.7 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0405 ***********************************************************************
 BQ0405  DESIGNATION -  LONE
 BQ0405  PID         -  BQ0405
 BQ0405  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0405  USGS QUAD   -  ROBBERS ROOST CANYON (1978)
 BQ0405
 BQ0405                         *CURRENT SURVEY CONTROL
 BQ0405  ___________________________________________________________________
 BQ0405* NAD 83(1993)-  30 48 36.36604(N)    104 11 27.94951(W)     ADJUSTED  
 BQ0405* NAVD 88     -      1833.     (meters)    6014.     (feet)  SCALED    
 BQ0405  ___________________________________________________________________
 BQ0405  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 BQ0405  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BQ0405
 BQ0405  HORZ ORDER  -  THIRD
 BQ0405
 BQ0405.The horizontal coordinates were established by classical geodetic methods
 BQ0405.and adjusted by the National Geodetic Survey in February 1996..
 BQ0405
 BQ0405.The orthometric height was scaled from a topographic map.
 BQ0405
 BQ0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0405
 BQ0405.The geoid height was determined by GEOID03.
 BQ0405
 BQ0405;                    North         East     Units Scale Factor Converg.
 BQ0405;SPC TX C     - 3,133,155.182   330,954.631   MT  0.99988728   -1 59 13.1
 BQ0405;SPC TX C     -10,279,359.96  1,085,806.99   sFT  0.99988728   -1 59 13.1
 BQ0405;UTM  13      - 3,408,836.513   577,376.610   MT  0.99967385   +0 24 51.6
 BQ0405
 BQ0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0405!SPC TX C     -   0.99971567  x   0.99988728  =   0.99960299
 BQ0405!UTM  13      -   0.99971567  x   0.99967385  =   0.99938962
 BQ0405
 BQ0405|---------------------------------------------------------------------|
 BQ0405| PID    Reference Object                     Distance      Geod. Az  |
 BQ0405|                                                           dddmmss.s |
 BQ0405| CH8903 LONE RM 2                             6.888 METERS 05629     |
 BQ0405| CH8901 LONE AZ MK                                         1361216.9 |
 BQ0405| CH8902 LONE RM 1                             7.571 METERS 35200     |
 BQ0405|---------------------------------------------------------------------|
 BQ0405
 BQ0405                          SUPERSEDED SURVEY CONTROL
 BQ0405
 BQ0405  NAD 83(1986)-  30 48 36.36472(N)    104 11 27.95031(W) AD(       ) 3
 BQ0405  NAD 27      -  30 48 35.84800(N)    104 11 26.25600(W) AD(       ) 3
 BQ0405
 BQ0405.Superseded values are not recommended for survey control.
 BQ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0405.See file dsdata.txt to determine how the superseded data were derived.
 BQ0405
 BQ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ7737708837(NAD 83)
 BQ0405_MARKER: DS = TRIANGULATION STATION DISK
 BQ0405_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0405
 BQ0405  HISTORY     - Date     Condition        Report By
 BQ0405  HISTORY     - 1942     MONUMENTED       CGS
 BQ0405  HISTORY     - 1958     GOOD             AMS
 BQ0405
 BQ0405                          STATION DESCRIPTION
 BQ0405
 BQ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0405'STATION IS ABOUT 25 MILES, AIR LINE, NW OF FORT DAVIS ON A LONE
 BQ0405'TABLE-TOPPED BUTTE WHICH IS THE MOST PROMINENT BUTTE IN THE
 BQ0405'IMMEDIATE VICINITY.  THIS MOUNTAIN IS EASILY DISTINGUISHED BY
 BQ0405'ITS CAP OF RIM ROCK.
 BQ0405'
 BQ0405'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 BQ0405'DRILL HOLES IN OUTCROPPING BEDROCK.
 BQ0405'
 BQ0405'STATION MARK IS ON THE HIGHEST POINT OF THE BUTTE AND IS FLUSH
 BQ0405'WITH THE SURFACE OF THE GROUND.  IT IS STAMPED LONE 1942.
 BQ0405'
 BQ0405'REFERENCE MARK NO. 1 IS THE SAME HEIGHT AS THE STATION MARK.  IT
 BQ0405'IS STAMPED LONE NO. 1 1942.
 BQ0405'
 BQ0405'REFERENCE MARK NO. 2 IS 6 INCHES HIGHER THAN THE STATION MARK.
 BQ0405'IT IS STAMPED LONE NO. 2 1942.
 BQ0405'
 BQ0405'AZIMUTH MARK IS 30 FEET E OF THE CENTER LINE OF THE TRACK ROAD
 BQ0405'WHICH IS TRAVERSED TO THE STATION.  IT IS STAMPED LONE 1942.
 BQ0405'
 BQ0405'NO UNDERGROUND MARK WAS ESTABLISHED.
 BQ0405'
 BQ0405'TO REACH STATION FROM THE POST OFFICE IN FORT DAVIS GO N ON
 BQ0405'STATE HIGHWAY 118 FOR 1.3 MILES TO THE JUNCTION OF STATE HIGHWAY
 BQ0405'17, TURN LEFT ON STATE HIGHWAY 118, GO N AND W 13.5 MILES
 BQ0405'TO FORKS AND SIGN MC DONALD OBSERVATORY, CONTINUE STRAIGHT
 BQ0405'AHEAD ON STATE HIGHWAY 118, 14.6 MILES TO A TRACK ROAD ON RIGHT
 BQ0405'AND WIRE GATE, TURN RIGHT THROUGH GATE, GO NORTHERLY 2.5 MILES
 BQ0405'TO THE AZIMUTH MARK ON RIGHT (30 FEET E OF CENTER LINE OF THE
 BQ0405'TRACK ROAD), CONTINUE ON THE TRACK ROAD 1.6 MILES, TURN LEFT
 BQ0405'OFF THE TRACK ROAD AND GO W AND S TOWARD THE HILL ON WHICH
 BQ0405'THE STATION IS LOCATED, GO 0.3 MILE TO A WASH, CROSS WASH
 BQ0405'CONTINUE TOWARD N SIDE OF THE BUTTE 1.1 MILES TO ITS BASE.
 BQ0405'FROM HERE PACK SOUTHERLY UP THE SIDE OF THE BUTTE TO THE
 BQ0405'TOP, THENCE SOUTHERLY TO THE STATION.  A 30-MINUTE PACK.
 BQ0405
 BQ0405                          STATION RECOVERY (1958)
 BQ0405
 BQ0405'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0405'STATION AND REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BQ0405'RECOVERED AS DESCRIBED.
 BQ0405'
 BQ0405'THE STATION IS LOCATED 50 FEET SE OF SHARP SLOPE TO THE NW.  96
 BQ0405'FEET NW OF SHARP SLOPE TO THE SE.  76 FEET NE OF TOP OF DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1085 ***********************************************************************
 CD1085  DESIGNATION -  LONE
 CD1085  PID         -  CD1085
 CD1085  STATE/COUNTY-  TX/HUDSPETH
 CD1085  USGS QUAD   -  PADRE CANYON (1978)
 CD1085
 CD1085                         *CURRENT SURVEY CONTROL
 CD1085  ___________________________________________________________________
 CD1085* NAD 83(1993)-  31 38 08.43343(N)    105 57 03.28089(W)     ADJUSTED  
 CD1085* NAVD 88     -      1421.     (meters)    4662.     (feet)  SCALED    
 CD1085  ___________________________________________________________________
 CD1085  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CD1085  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 CD1085
 CD1085  HORZ ORDER  -  FIRST
 CD1085
 CD1085.The horizontal coordinates were established by classical geodetic methods
 CD1085.and adjusted by the National Geodetic Survey in February 1996..
 CD1085
 CD1085.The orthometric height was scaled from a topographic map.
 CD1085
 CD1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1085
 CD1085.The geoid height was determined by GEOID03.
 CD1085
 CD1085;                    North         East     Units Scale Factor Converg.
 CD1085;SPC TX C     - 3,231,732.352   167,346.111   MT  0.99994285   -2 53 36.2
 CD1085;SPC TX C     -10,602,775.22    549,034.70   sFT  0.99994285   -2 53 36.2
 CD1085;UTM  13      - 3,500,446.791   409,826.126   MT  0.99970029   -0 29 55.7
 CD1085
 CD1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1085!SPC TX C     -   0.99978067  x   0.99994285  =   0.99972353
 CD1085!UTM  13      -   0.99978067  x   0.99970029  =   0.99948102
 CD1085
 CD1085|---------------------------------------------------------------------|
 CD1085| PID    Reference Object                     Distance      Geod. Az  |
 CD1085|                                                           dddmmss.s |
 CD1085| CH8899 LONE RM 1                            16.938 METERS 11028     |
 CD1085| CH8898 LONE AZ MK                                         1491734.7 |
 CD1085| CH8900 LONE RM 2                            14.627 METERS 22857     |
 CD1085|---------------------------------------------------------------------|
 CD1085
 CD1085                          SUPERSEDED SURVEY CONTROL
 CD1085
 CD1085  NAD 83(1986)-  31 38 08.44257(N)    105 57 03.27713(W) AD(       ) 1
 CD1085  NAD 27      -  31 38 08.02800(N)    105 57 01.37700(W) AD(       ) 1
 CD1085
 CD1085.Superseded values are not recommended for survey control.
 CD1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1085.See file dsdata.txt to determine how the superseded data were derived.
 CD1085
 CD1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR0982600447(NAD 83)
 CD1085_MARKER: DS = TRIANGULATION STATION DISK
 CD1085_SETTING: 66 = SET IN ROCK OUTCROP
 CD1085_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 CD1085
 CD1085  HISTORY     - Date     Condition        Report By
 CD1085  HISTORY     - 1934     MONUMENTED       CGS
 CD1085  HISTORY     - 1936     GOOD             CGS
 CD1085
 CD1085                          STATION DESCRIPTION
 CD1085
 CD1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1085'STATION IS ABOUT 16-1/2 MILES ENE OF CLINT, 15-1/2 MILES NE OF
 CD1085'FABENS, AND 1-1/2 MILES NW OF A GAS PIPE LINE.  IT IS ON THE
 CD1085'HIGHEST PEAK OF A RANGE OF SMALL HILLS AND ABOUT 1-1/2 MILES
 CD1085'N OF THE S END OF THE RANGE.  THE PEAK HAS A CLIFF ON THE NE
 CD1085'SIDE AND SMOOTHER SLOPES ON THE SW AND W SIDES.
 CD1085'
 CD1085'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CD1085'DISKS SET IN CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 CD1085'
 CD1085'THE AZIMUTH MARK IS ON A SMALL HILL ON THE NE SIDE OF THE
 CD1085'RANGE.
 CD1085'
 CD1085'THE STATION IS REACHED FROM THE CLINT RAILROAD STATION BY GOING
 CD1085'NE ACROSS THE TRACKS 0.2 MILE TO A FORKS.  CONTINUE STRAIGHT
 CD1085'AHEAD NE ON THE RIGHT FORK.  GO 0.55 MILE TO CROSSROADS.  TURN
 CD1085'RIGHT, SE, ON PAVED ROAD AND GO 0.35 MILE TO ROAD WHICH COMES
 CD1085'IN FROM THE NE.  LEAVE PAVED ROAD AND TAKE THIS ROAD NE 0.4
 CD1085'MILE TO FORKS.  TAKE THE RIGHT FORK, SE AT THE N CORNER OF A
 CD1085'MEXICAN CEMETERY AND FOLLOW MAIN ROAD E AND NE 15.95 MILES
 CD1085'ALONG THE RIGHT SIDE OF A GAS LINE AND TELEPHONE LINE TO
 CD1085'TELEPHONE POLE NUMBER 33/29, AND A CATTLE GUARD.  TURN LEFT
 CD1085'OFF THE ROAD JUST AFTER PASSING OVER THE CATTLE GUARD
 CD1085'AND FOLLOW THE FENCE NW 1.5 MILES.  AT THIS POINT THE FENCE
 CD1085'CAN BE LET DOWN.  CROSS THE FENCE AND GO ABOUT 300 YARDS W TO
 CD1085'THE BASE OF THE HILLS AND THE END OF TRUCK TRAVEL.  FROM THIS
 CD1085'POINT PACK UP THE RIDGE SW TO ITS HIGHEST POINT AND THEN BEAR
 CD1085'RIGHT, NW, ALONG THE RIDGE TO THE PEAK AND THE STATION.
 CD1085'IT IS ABOUT A FIFTEEN-MINUTE CLIMB.
 CD1085
 CD1085                          STATION RECOVERY (1936)
 CD1085
 CD1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1085'SEVERAL CHANGES WERE FOUND IN THE ORIGINAL DESCRIPTION.  A NEW
 CD1085'ONE IS AS FOLLOWS--
 CD1085'
 CD1085'STATION IS ABOUT 18.1 MILES NE OF FABENS BY ROADS, ABOUT
 CD1085'1.5 MILES NW OF PIPE LINE, UPON APPARENTLY THE HIGHEST ROCK
 CD1085'HILL IN THE VICINITY, AND ABOUT 30 FEET SW OF POINT WHERE HILL
 CD1085'BREAKS OFF STEEPLY TO THE E.  THE HILL, UPON WHICH THE STATION
 CD1085'IS SITUATED, HAS A PERPENDICULAR CLIFF ON ITS E SIDE AND
 CD1085'SMOOTHER SLOPES ON THE SW AND W SLOPES.  THE STATION HAS GOOD
 CD1085'VISIBILITY ON ALL SIDES EXCEPT IN THE NE QUADRANT.  THE DISK
 CD1085'IS STAMPED LONE 1934.
 CD1085'
 CD1085'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 CD1085'WEDGED IN DRILL HOLES IN BEDROCK.
 CD1085'
 CD1085'REFERENCE MARK NO. 1 IS ESE OF THE STATION AND 12 FEET SW
 CD1085'OF THE EDGE OF CAP ROCK.  THE DISK IS STAMPED LONE NO. 1 1934.
 CD1085'
 CD1085'REFERENCE MARK NO. 2 IS SW OF THE STATION ON SOUTHWESTERLY
 CD1085'ROCK SLOPE.  THE DISK IS STAMPED LONE NO. 2 1934.
 CD1085'
 CD1085'THE AZIMUTH MARK IS SE OF THE STATION ON TOP OF SMALL HILL.
 CD1085'THERE IS A SMALL SADDLE BETWEEN MARK AND STATION.
 CD1085'
 CD1085'TO REACH FROM FABENS, CROSS THE SOUTHERN PACIFIC RAILROAD
 CD1085'TRACKS EASTWARD AT THE FIRST STREET S OF THE DEPOT AND GO E
 CD1085'AND NE ON MAIN-TRAVELED GRADED DIRT ROAD 12.9 MILES TO WHERE
 CD1085'THE MAIN-TRAVELED ROAD MAKES A 45 DEGREE TURN TO THE RIGHT.
 CD1085'TURN RIGHT (E) ALONG TELEPHONE POLE LINE ON MAIN-TRAVELED
 CD1085'ROAD AND GO 3.2 MILES TO TELEPHONE POLE NO. 33/27 (AT THIS
 CD1085'POINT THERE IS A FENCE AND AN ABANDONED CATTLE GUARD).  TURN
 CD1085'LEFT (N) 0.05 MILE TO WOOD GATE.  PASS THROUGH GATE, LEAVE
 CD1085'MAIN-TRAVELED ROAD, AND TURN LEFT (N) ON DIM TRACK ROAD ON
 CD1085'THE E SIDE OF FENCE AND GO 1.4 MILES.  TAKE DOWN FENCE AND
 CD1085'TURN LEFT (W) AND GO W ACROSS COUNTRY TO FOOT OF HILL AND
 CD1085'THE END OF TRUCK TRAVEL.  PACK UP SLOPE AHEAD TO SADDLE IN
 CD1085'RIDGE, THEN TURN RIGHT ALONG RIDGE TO HIGHEST POINT AND
 CD1085'THE STATION.  IT TAKES ABOUT 15 MINUTES TO MAKE THE PACK
 CD1085'FROM THE END OF TRUCK TRAVEL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2640 ***********************************************************************
 AX2640  DESIGNATION -  LONE ELM
 AX2640  PID         -  AX2640
 AX2640  STATE/COUNTY-  TX/GUADALUPE
 AX2640  USGS QUAD   -  GERONIMO (1994)
 AX2640
 AX2640                         *CURRENT SURVEY CONTROL
 AX2640  ___________________________________________________________________
 AX2640* NAD 83(1993)-  29 39 36.81152(N)    097 52 49.86750(W)     ADJUSTED  
 AX2640* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 AX2640  ___________________________________________________________________
 AX2640  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AX2640  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AX2640
 AX2640  HORZ ORDER  -  THIRD
 AX2640
 AX2640.The horizontal coordinates were established by classical geodetic methods
 AX2640.and adjusted by the National Geodetic Survey in February 1996..
 AX2640
 AX2640.The orthometric height was scaled from a topographic map.
 AX2640
 AX2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2640
 AX2640.The geoid height was determined by GEOID03.
 AX2640
 AX2640;                    North         East     Units Scale Factor Converg.
 AX2640;SPC TXSC     - 4,202,987.502   708,365.904   MT  0.99987930   +0 32 54.4
 AX2640;SPC TXSC     -13,789,301.50  2,324,030.47   sFT  0.99987930   +0 32 54.4
 AX2640;UTM  14      - 3,281,660.352   608,340.831   MT  0.99974482   +0 33 14.5
 AX2640
 AX2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2640!SPC TXSC     -   0.99996985  x   0.99987930  =   0.99984915
 AX2640!UTM  14      -   0.99996985  x   0.99974482  =   0.99971467
 AX2640
 AX2640:                Primary Azimuth Mark                     Grid Az
 AX2640:SPC TXSC     -  HERNDON HILL USGS 1903                   240 03 12.5
 AX2640:UTM  14      -  HERNDON HILL USGS 1903                   240 02 52.4
 AX2640
 AX2640|---------------------------------------------------------------------|
 AX2640| PID    Reference Object                     Distance      Geod. Az  |
 AX2640|                                                           dddmmss.s |
 AX2640| AY1793 HERNDON HILL USGS 1903              APPROX.26.0 KM 2403606.9 |
 AX2640|---------------------------------------------------------------------|
 AX2640
 AX2640                          SUPERSEDED SURVEY CONTROL
 AX2640
 AX2640  NAD 83(1986)-  29 39 36.81941(N)    097 52 49.85084(W) AD(       ) 3
 AX2640  NAD 27      -  29 39 36.00056(N)    097 52 48.84014(W) AD(       ) 3
 AX2640
 AX2640.Superseded values are not recommended for survey control.
 AX2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2640.See file dsdata.txt to determine how the superseded data were derived.
 AX2640
 AX2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0834181660(NAD 83)
 AX2640
 AX2640  HISTORY     - Date     Condition        Report By
 AX2640  HISTORY     - UNK      MONUMENTED
 AX2640  HISTORY     - 1962     POOR             USGS
 AX2640  HISTORY     - 19990925 GOOD             USPSQD
 AX2640
 AX2640                          STATION DESCRIPTION
 AX2640
 AX2640'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2640'ON THE SOUTHERN END OF THE EASTERNMOST OF WHAT ARE CALLED THE --ELM
 AX2640'CREEK HILLS--, ON THE S. SIDE OF ELM CREEK, ABOUT 3 MI. NW. OF
 AX2640'KINGSBURY.  HILL IS COVERED WITH BLACK-JACK AND POST OAK TREES.
 AX2640'
 AX2640'STATION MARK--AN IRON BENCH MARK POST 3 FT. IN THE GROUND.
 AX2640'
 AX2640'RECOVERED AND REDESCRIBED AS FOLLOWS
 AX2640'
 AX2640'LOCATED ON LAND OWNED BY J. H. HENRY.  ABOUT 0.9 MI. W. FROM HIS FARM
 AX2640'HOUSE ALONG BULLDOZED TRAIL, THENCE 600 FT. W. ON FOOT TO S. PART OF
 AX2640'HILL, IN WOODS, AN IRON PIPE PROJECTING 2 FT. AND STAMPED ---713---.
 AX2640'MARK HAS BEEN DISTURBED AND LEANS ABOUT 5 IN. TO THE N.
 AX2640
 AX2640                          STATION RECOVERY (1999)
 AX2640
 AX2640'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0999 ***********************************************************************
 CT0999  DESIGNATION -  LONE MOUNTAIN RESET
 CT0999  PID         -  CT0999
 CT0999  STATE/COUNTY-  TX/ERATH
 CT0999  USGS QUAD   -  JOHNSVILLE (1976)
 CT0999
 CT0999                         *CURRENT SURVEY CONTROL
 CT0999  ___________________________________________________________________
 CT0999* NAD 83(1993)-  32 09 51.57457(N)    098 00 16.90700(W)     ADJUSTED  
 CT0999* NAVD 88     -       429.0    (meters)    1407.     (feet)  VERTCON   
 CT0999  ___________________________________________________________________
 CT0999  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CT0999  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CT0999
 CT0999  HORZ ORDER  -  FIRST
 CT0999
 CT0999.The horizontal coordinates were established by classical geodetic methods
 CT0999.and adjusted by the National Geodetic Survey in February 1996..
 CT0999
 CT0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0999
 CT0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0999
 CT0999.The geoid height was determined by GEOID03.
 CT0999
 CT0999;                    North         East     Units Scale Factor Converg.
 CT0999;SPC TXNC     - 2,055,297.178   646,718.562   MT  0.99999156   +0 16 12.5
 CT0999;SPC TXNC     - 6,743,087.49  2,121,775.82   sFT  0.99999156   +0 16 12.5
 CT0999;SPC TX C     - 3,279,199.205   919,650.068   MT  1.00008758   +1 11 57.8
 CT0999;SPC TX C     -10,758,506.06  3,017,218.60   sFT  1.00008758   +1 11 57.8
 CT0999;UTM  14      - 3,559,084.208   593,845.750   MT  0.99970861   +0 31 47.6
 CT0999
 CT0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0999!SPC TXNC     -   0.99993700  x   0.99999156  =   0.99992856
 CT0999!SPC TX C     -   0.99993700  x   1.00008758  =   1.00002457
 CT0999!UTM  14      -   0.99993700  x   0.99970861  =   0.99964563
 CT0999
 CT0999:                Primary Azimuth Mark                     Grid Az
 CT0999:SPC TXNC     -  LONE MOUNTAIN AZ MK                      072 49 48.5
 CT0999:SPC TX C     -  LONE MOUNTAIN AZ MK                      071 54 03.2
 CT0999:UTM  14      -  LONE MOUNTAIN AZ MK                      072 34 13.4
 CT0999
 CT0999|---------------------------------------------------------------------|
 CT0999| PID    Reference Object                     Distance      Geod. Az  |
 CT0999|                                                           dddmmss.s |
 CT0999| CX8551 LONE MOUNTAIN AZ MK                                0730601.0 |
 CT0999| CX8554 LONE MOUNTAIN RM 2                   12.954 METERS 12533     |
 CT0999| CX8552 LONE MOUNTAIN RM                     35.027 METERS 14327     |
 CT0999| CX8553 LONE MOUNTAIN RM 1                   35.073 METERS 14801     |
 CT0999| CX8555 LONE MOUNTAIN RM 3                   13.530 METERS 19203     |
 CT0999| CT1014 DUBLIN STANDPIPE                    APPROX.33.4 KM 2560845.0 |
 CT0999|---------------------------------------------------------------------|
 CT0999
 CT0999                          SUPERSEDED SURVEY CONTROL
 CT0999
 CT0999  NAD 83(1986)-  32 09 51.58018(N)    098 00 16.88815(W) AD(       ) 1
 CT0999  NAD 27      -  32 09 51.06600(N)    098 00 15.76200(W) AD(       ) 1
 CT0999  NGVD 29 (07/28/98)  428.9    (m)         1407.     (f) VERT ANG       
 CT0999
 CT0999.Superseded values are not recommended for survey control.
 CT0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0999.See file dsdata.txt to determine how the superseded data were derived.
 CT0999
 CT0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA9384659084(NAD 83)
 CT0999_MARKER: DS = TRIANGULATION STATION DISK
 CT0999_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CT0999_SP_SET: INTO TOP OF CONCRETE MONUMENT
 CT0999_STAMPING: LONE MOUNTAIN 1902 1944
 CT0999_PROJECTION: FLUSH
 CT0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0999+STABILITY: SURFACE MOTION
 CT0999
 CT0999  HISTORY     - Date     Condition        Report By
 CT0999  HISTORY     - 1944     MONUMENTED       CGS
 CT0999  HISTORY     - 1954     GOOD             CGS
 CT0999  HISTORY     - 1960     GOOD             CGS
 CT0999  HISTORY     - 1961     GOOD             USGS
 CT0999
 CT0999                          STATION DESCRIPTION
 CT0999
 CT0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CT0999'THE SUBSURFACE MARK AND THE REFERENCE MARK WERE RECOVERED
 CT0999'AS DESCRIBED AND IN GOOD CONDITION.  NEW MARKS WERE ESTABLISHED
 CT0999'AS DESCRIBED BELOW--
 CT0999'
 CT0999'A MARK WAS SET OVER THE OLD SUBSURFACE MARK.  IT IS A BRONZE
 CT0999'STATION DISK SET IN THE TOP OF A CONCRETE POST, STAMPED LONE
 CT0999'MOUNTAIN 1902 1944, AND PROJECTS ABOUT 4 INCHES.
 CT0999'
 CT0999'REFERENCE MARK 2 IS SE OF THE STATION.  IT IS A BRONZE REFERENCE
 CT0999'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED
 CT0999'LONE MOUNTAIN NO 2 1944.
 CT0999'
 CT0999'REFERENCE MARK 3 IS SW OF THE STATION.  IT IS A BRONZE REFERENCE
 CT0999'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED
 CT0999'LONE MOUNTAIN NO 3 1944.
 CT0999'
 CT0999'AZIMUTH MARK IS ABOUT 1.5 MILES NE OF THE STATION, 52 PACES
 CT0999'S OF THE SE CORNER OF THE GARDEN, 35 PACES N OF THE FENCE,
 CT0999'22 PACES W OF THE NW CORNER OF A CONCRETE FOUNDATION, AND
 CT0999'70 PACES SE OF THE SE CORNER OF A WHITE STUCCO HOUSE THAT HAS
 CT0999'A RED TILE ROOF.  IT IS A BRONZE AZIMUTH DISK SET IN A DRILL
 CT0999'HOLE IN OUTCROPPING BEDROCK AND IS STAMPED LONE MOUNTAIN 1944.
 CT0999'
 CT0999'TO REACH THE STATION FROM CHALK MOUNTAIN (A SMALL VILLAGE
 CT0999'13.1 MILES SW OF GLEN ROSE) GO SW ON U.S. HIGHWAY 67 FOR 5.95
 CT0999'MILES TO A CROSS ROAD.  TURN SHARP RIGHT ON DIRT ROAD AND GO
 CT0999'THROUGH A BOARD GATE, FOLLOW THE MAIN ROAD FOR 0.7 MILE TO A
 CT0999'BOARD GATE (CONTINUE ALONG MAIN ROAD 1.2 MILES TO A WHITE
 CT0999'STUCCO HOUSE AND THE AZIMUTH MARK AS DESCRIBED ABOVE).  CONTINUE
 CT0999'ON MAIN ROAD FOR 0.05 MILE TO FENCE CORNER.  TURN LEFT ALONG
 CT0999'THE FENCE TO THE BASE OF THE MOUNTAIN AND THE END OF TRUCK
 CT0999'TRAVEL.  PACK TO THE TOP OF THE MOUNTAIN AT THE SE END AND
 CT0999'THE STATION IN THE CENTER OF THE TOP ABOUT 100 FEET BACK FROM
 CT0999'THE POINT.
 CT0999
 CT0999                          STATION RECOVERY (1954)
 CT0999
 CT0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CT0999'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CT0999'DESCRIBED BY P.L.B. IN 1944.  A REVISED DESCRIPTION TO THE
 CT0999'STATION IS AS FOLLOWS--
 CT0999'
 CT0999'TO REACH FROM CHALK MOUNTAIN, GO W ON HIGHWAY 67 TOWARD
 CT0999'STEPHENVILLE FOR 5.5 MI. TO A CATTLE GUARD AND A GRAVEL ROAD
 CT0999'TO THE RIGHT OR N.  THIS IS 12.4 MI. E OF STEPHENVILLE.  GO N
 CT0999'HERE ON THE ROAD ALONG THE W BASE OF THE HILLS FOR 0.6 MI.
 CT0999'TO A GATE.  PASS THROUGH THE GATE, GO ABOUT 100 YD. AND THEN
 CT0999'BEAR LEFT OFF THE ROAD AND FOLLOW THE TRACK ROAD N FOR 0.6
 CT0999'MI. TO THE S BASE OF THE LONE MOUNTAIN AND ABOUT 300 YD. BELOW
 CT0999'THE STATION.
 CT0999'
 CT0999'TO REACH THE AZIMUTH MARK, CONTINUE N AND NE FROM THE GATE ON THE
 CT0999'GRAVEL ROAD FOR 1.2 MI. TO A WHITE STUCCO HOUSE AND THE AZIMUTH
 CT0999'MARK AS DESCRIBED
 CT0999
 CT0999                          STATION RECOVERY (1960)
 CT0999
 CT0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 CT0999'STATION AND REFERENCE MARKS NO. 2 AND NO. 3 WERE RECOVERED
 CT0999'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CT0999'TO STATION SITE ARE CORRECT.
 CT0999
 CT0999                          STATION RECOVERY (1961)
 CT0999
 CT0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CT0999'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32098-2, STATION 1003.
 CT0999'RECOVERED BY USGS IN 1961.  STATION, REFERENCE, AND AZIMUTH MARKS
 CT0999'FOUND IN GOOD CONDITION.
 CT0999'STATION MARK--STANDARD USC AND GS DISK IN CONCRETE IN A TERRA-COTTA
 CT0999'PIPE PROJECTING 0.4 FT., STAMPED---LONE MOUNTAIN 1902-1944---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0491 ***********************************************************************
 DM0491  DESIGNATION -  LONE OAK
 DM0491  PID         -  DM0491
 DM0491  STATE/COUNTY-  TX/HUNT
 DM0491  USGS QUAD   -  LONE OAK NORTH (1962)
 DM0491
 DM0491                         *CURRENT SURVEY CONTROL
 DM0491  ___________________________________________________________________
 DM0491* NAD 83(1993)-  33 01 00.12795(N)    095 58 06.12243(W)     ADJUSTED  
 DM0491* NAVD 88     -       168.375  (meters)     552.41   (feet)  ADJUSTED  
 DM0491  ___________________________________________________________________
 DM0491  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 DM0491  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DM0491  DYNAMIC HT  -         168.189 (meters)     551.80  (feet)  COMP
 DM0491  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 DM0491
 DM0491  HORZ ORDER  -  SECOND
 DM0491  VERT ORDER  -  FIRST     CLASS II
 DM0491
 DM0491.The horizontal coordinates were established by classical geodetic methods
 DM0491.and adjusted by the National Geodetic Survey in February 1996..
 DM0491
 DM0491.The orthometric height was determined by differential leveling
 DM0491.and adjusted by the National Geodetic Survey in June 1991..
 DM0491
 DM0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM0491
 DM0491.The geoid height was determined by GEOID03.
 DM0491
 DM0491.The dynamic height is computed by dividing the NAVD 88
 DM0491.geopotential number by the normal gravity value computed on the
 DM0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0491.degrees latitude (g = 980.6199 gals.).
 DM0491
 DM0491.The modeled gravity was interpolated from observed gravity values.
 DM0491
 DM0491;                    North         East     Units Scale Factor Converg.
 DM0491;SPC TXNC     - 2,152,554.693   836,491.645   MT  0.99987281   +1 22 50.7
 DM0491;SPC TXNC     - 7,062,173.19  2,744,389.67   sFT  0.99987281   +1 22 50.7
 DM0491;UTM  15      - 3,657,054.536   222,708.978   MT  1.00054816   -1 37 06.4
 DM0491;UTM  14      - 3,657,223.366   783,203.206   MT  1.00058903   +1 39 10.8
 DM0491
 DM0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM0491!SPC TXNC     -   0.99997759  x   0.99987281  =   0.99985040
 DM0491!UTM  15      -   0.99997759  x   1.00054816  =   1.00052574
 DM0491!UTM  14      -   0.99997759  x   1.00058903  =   1.00056661
 DM0491
 DM0491:                Primary Azimuth Mark                     Grid Az
 DM0491:SPC TXNC     -  LONE OAK MUNICIPAL TANK                  131 04 14.2
 DM0491:UTM  15      -  LONE OAK MUNICIPAL TANK                  134 04 11.3
 DM0491:UTM  14      -  LONE OAK MUNICIPAL TANK                  130 47 54.1
 DM0491
 DM0491|---------------------------------------------------------------------|
 DM0491| PID    Reference Object                     Distance      Geod. Az  |
 DM0491|                                                           dddmmss.s |
 DM0491| CR1344 LONE OAK MUNICIPAL TANK             APPROX. 3.4 KM 1322704.9 |
 DM0491| CY1514 LONE OAK AZ MK                                     1370455.0 |
 DM0491| CY1515 LONE OAK RM 1                        29.681 METERS 28748     |
 DM0491| DM0492 LONE OAK RM 2                        28.113 METERS 32158     |
 DM0491|---------------------------------------------------------------------|
 DM0491
 DM0491                          SUPERSEDED SURVEY CONTROL
 DM0491
 DM0491  NAD 83(1993)-  33 01 00.12952(N)    095 58 06.12123(W) AD(       ) 2
 DM0491  NAD 83(1986)-  33 01 00.13480(N)    095 58 06.11036(W) AD(       ) 2
 DM0491  NAD 27      -  33 00 59.71200(N)    095 58 05.22400(W) AD(       ) 2
 DM0491  NGVD 29 (??/??/92)  168.373  (m)          552.40   (f) ADJ UNCH    1 2
 DM0491
 DM0491.Superseded values are not recommended for survey control.
 DM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0491.See file dsdata.txt to determine how the superseded data were derived.
 DM0491
 DM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2270957055(NAD 83)
 DM0491_MARKER: DS = TRIANGULATION STATION DISK
 DM0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0491_STAMPING: LONE OAK 1949
 DM0491_MARK LOGO: NGS   
 DM0491_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0491+STABILITY: SURFACE MOTION
 DM0491
 DM0491  HISTORY     - Date     Condition        Report By
 DM0491  HISTORY     - 1949     MONUMENTED       CGS
 DM0491  HISTORY     - 1956     GOOD             CGS
 DM0491  HISTORY     - 1957     GOOD             CGS
 DM0491  HISTORY     - 1959     GOOD             NGS
 DM0491  HISTORY     - 1971     MARK NOT FOUND   BGAS
 DM0491  HISTORY     - 1971     GOOD             NGS
 DM0491  HISTORY     - 19830628 GOOD             NGS
 DM0491  HISTORY     - 19940419 GOOD             USPSQD
 DM0491
 DM0491                          STATION DESCRIPTION
 DM0491
 DM0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 DM0491'THE STATION IS LOCATED ABOUT 2.0 MILES NORTHWEST OF LONE OAK,
 DM0491'IN A NARROW STRIP OF LAND BETWEEN HIGHWAY 69 AND AN OLD ROAD
 DM0491'BED.  IT IS 97 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DM0491'49.5 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD ROAD AND
 DM0491'20 FEET WEST OF A SMALL TREE.  THE MARK IS FLUSH WITH THE
 DM0491'SURFACE OF THE GROUND AND THE DISK IS STAMPED LONE OAK 1949.
 DM0491'
 DM0491'REFERENCE MARK NO. 1 IS WEST-NORTHWEST OF THE STATION AND 61.5
 DM0491'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 69.  THE MARK IS
 DM0491'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 DM0491'LONE OAK NO1 1949.
 DM0491'
 DM0491'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 117 FEET
 DM0491'NORTHEAST OF THE CENTERLINE OF HIGHWAY 69 AND 39.5 FEET
 DM0491'SOUTHWEST OF THE CENTERLINE OF THE OLD ROAD.  THE MARK IS
 DM0491'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 DM0491'LONE OAK NO2 1949.
 DM0491'
 DM0491'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION, 44
 DM0491'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 44 FEET
 DM0491'SOUTHEAST OF A POWERLINE POLE, 7 FEET NORTHEAST OF THE FENCE
 DM0491'AND 2.5 FEET NORTH-NORTHWEST OF A WITNESS POST.  THE MARK
 DM0491'PROJECTS 6 INCHES AND THE DISK IS STAMPED LONE OAK 1949.
 DM0491'
 DM0491'TO REACH FROM THE POST OFFICE IN LONE OAK, GO NORTHWEST ON
 DM0491'HIGHWAY 69 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT JUST
 DM0491'BEFORE REACHING A HOUSE, CONTINUE ON 0.3 MILE TO THE STATION
 DM0491'ON THE RIGHT.
 DM0491'
 DM0491'NOTE- AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 DM0491'
 DM0491'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM0491
 DM0491                          STATION RECOVERY (1956)
 DM0491
 DM0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DM0491'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 DM0491'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND PULLED OUT
 DM0491'OF THE GROUND ALONG THE HIGHWAY GUTTER.  THE DISK WAS SALVAGED.
 DM0491
 DM0491                          STATION RECOVERY (1957)
 DM0491
 DM0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM0491'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD
 DM0491'CONDITION AS DESCRIBED.  DID NOT LOCATE AZIMUTH MARK.  DIRECTIONS
 DM0491'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM0491
 DM0491                          STATION RECOVERY (1959)
 DM0491
 DM0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DM0491'2.3 MI NW FROM LONE OAK.
 DM0491'ABOUT 2.3 MILES NORTHWEST ALONG THE NEW U. S. HIGHWAY 69 FROM THE
 DM0491'JUNCTION OF FARM ROAD 1567 AT LONE OAK, 97 FEET NORTHEAST OF THE
 DM0491'CENTER LINE OF THE HIGHWAY, IN A NARROW STRIP OF LAND BETWEEN THE OLD
 DM0491'AND NEW HIGHWAYS, 264 1/2 FEET SOUTHEAST OF A POWER POLE, 228 FEET
 DM0491'NORTHWEST OF THE CENTER LINE OF A PAVED ROAD THAT CONNECTS BOTH THE
 DM0491'OLD AND NEW HIGHWAYS, 92.2 FEET SOUTHEAST OF LONE OAK R.M. 2, 20 FEET
 DM0491'WEST OF A LONE 5-INCH LIVE OAK TREE, 1.0 FOOT SOUTHEAST OF A METAL
 DM0491'WITNESS POST, ABOUT LEVEL WITH THE OLD HIGHWAY, ABOUT 15 FEET ABOVE
 DM0491'THE NEW HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DM0491'GROUND.
 DM0491
 DM0491                          STATION RECOVERY (1971)
 DM0491
 DM0491'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1971 (ES)
 DM0491'LONE OAK - SEARCHED FOR BUT NOT RECOVERED BELIEVED TO BE
 DM0491'DESTROYED.
 DM0491
 DM0491                          STATION RECOVERY (1971)
 DM0491
 DM0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DM0491'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 DM0491'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE FOUND TO
 DM0491'HAVE BEEN DESTROYED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 DM0491'THE LINE FROM THE STATION MARK TO LONE OAK MUNI. WATER TANK
 DM0491'IS OBSTRUCTED BY THE CROSS-BAR OF TELEPHONE POLE.  NO AZIMUTH
 DM0491'MARK WAS ESTABLISHED.
 DM0491'
 DM0491'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DM0491'
 DM0491'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF GREENVILLE,
 DM0491'2 MILES EAST OF LAKE TAWAKONI AND 2-1/2 MILES NORTH-NORTHWEST
 DM0491'OF LONE OAK.
 DM0491'
 DM0491'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 69 AND
 DM0491'FARM ROAD 1567 IN LONE OAK, GO NORTHERLY ON U.S. HWY. 69 FOR
 DM0491'2.3 MILES TO A GRAVEL ROAD ON THE RIGHT, ALSO STATE HWY. DEPT.
 DM0491'SAND-STOCK PILE ON THE RIGHT AND STATION ON THE RIGHT.
 DM0491'
 DM0491'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 DM0491'MARK THAT PROJECTS ABOUT 2-INCHES AND THE DISK IS STAMPED
 DM0491'LONEOAK 1949.  IT IS 98 FEET NORTHEAST OF THE CENTER-LINE OF
 DM0491'U.S. HWY. 69, 230 FEET NORTH-NORTHWEST OF THE CENTER OF GRAVEL
 DM0491'ROAD, 52 FEET SOUTHWEST OF THE CENTER OF GRAVEL ROAD, 7 FEET
 DM0491'SOUTH OF A TELEPHONE POLE NO. 460 AND 3.6 FEET NORTH-NORTHEAST
 DM0491'OF A METAL WITNESS POST.
 DM0491'
 DM0491'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A
 DM0491'SQUARE CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND THE DISK
 DM0491'IS STAMPED LONEOAK 1949 NO 3 1971.  IT IS 114 FEET NORTHEAST
 DM0491'OF THE CENTER-LINE OF U.S. HWY. 69, 38.6 FEET NORTH-NORTHEAST
 DM0491'OF TELEPHONE POLE NO. 460, 34 FEET SOUTHWEST OF THE CENTER
 DM0491'OF GRAVELED ROAD AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 DM0491'
 DM0491'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A
 DM0491'ROUND CONCRETE POST, THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 DM0491'AND THE DISK IS STAMPED LONEOAK 1949 NO 4 1971.  IT IS 113 FEET
 DM0491'NORTHEAST OF THE CENTER-LINE OF U.S. HWY. 69, 41 FEET SOUTHWEST
 DM0491'OF THE CENTER OF GRAVEL ROAD, 31 FEET SOUTHEAST OF TELEPHONE
 DM0491'POLE NO. 460, AND 26.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 DM0491'
 DM0491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DM0491'NNW LONEOAK
 DM0491
 DM0491                          STATION RECOVERY (1983)
 DM0491
 DM0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 DM0491'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 DM0491'AZIMUTH MARK WAS NOT FOUND AND HAS BEEN REPORTED AS DESTROYED AND THE
 DM0491'DISK RECOVERED.  NO SUITABLE PLACE WAS FOUND FOR THE AZIMUTH MARK THAT
 DM0491'WOULD SEE THE STATION.  THE STATION IS LOCATED 3.20 KM (2.00 MI)
 DM0491'NORTHWEST OF LONE OAK, 0.64 KM (0.40 MI) SOUTHEAST OF A REST AREA AND
 DM0491'ON A NORROW STRIP OF LAND BETWEEN THE OLD ROAD AND THE NEW HIGHWAY. TO
 DM0491'REACH THE STATION FROM THE MAIN INTERSECTION IN LONE OAK, GO NORTHWEST
 DM0491'ON U.S HIGHWAY 69 FOR 4.00 KM (2.50 MI) TO THE STATION ON THE RIGHT.
 DM0491'STATION MARK, STAMPED---LONE OAK 1949---, IS A STANDARD DISK SET IN
 DM0491'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 DM0491'29.87 METERS (98.00 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 15.09
 DM0491'METERS (49.51 FT) SOUTHWEST OF THE CENTER OF THE OLD ROAD AND 0.61
 DM0491'METER (2.00 FT) SOUTHWEST OF A WITNESS POST.  REFERENCE MARK 1,
 DM0491'STAMPED---LONE OAK NO 1 1949---, IS A STANDARD DISK SET IN THE TOP OF
 DM0491'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 24.08 METERS
 DM0491'(79.00 FT) SOUTHWEST OF THE CENTER OF THE OLD ROAD AND 18.75 METERS
 DM0491'(61.52 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY. REFERENCE MARK 2,
 DM0491'STAMPED---LONE OAK NO 2 1949---, IS A STANDARD DISK SET IN THE TOP OF
 DM0491'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 35.97 METERS
 DM0491'(118.01 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY AND 12.04 METERS
 DM0491'(39.50 FT) SOUTHWEST OF THE CENTER OF THE OLD ROAD.
 DM0491
 DM0491                          STATION RECOVERY (1994)
 DM0491
 DM0491'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6070 ***********************************************************************
 AW6070  DESIGNATION -  LONE OAK 1932
 AW6070  PID         -  AW6070
 AW6070  STATE/COUNTY-  TX/CHAMBERS
 AW6070  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW6070
 AW6070                         *CURRENT SURVEY CONTROL
 AW6070  ___________________________________________________________________
 AW6070* NAD 83(1993)-  29 36 54.97009(N)    094 42 47.80078(W)     ADJUSTED  
 AW6070* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 AW6070  ___________________________________________________________________
 AW6070  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW6070  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW6070
 AW6070  HORZ ORDER  -  THIRD
 AW6070
 AW6070.The horizontal coordinates were established by classical geodetic methods
 AW6070.and adjusted by the National Geodetic Survey in February 1996..
 AW6070
 AW6070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6070
 AW6070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6070
 AW6070.The geoid height was determined by GEOID03.
 AW6070
 AW6070;                    North         East     Units Scale Factor Converg.
 AW6070;SPC TXSC     - 4,205,093.748 1,015,051.162   MT  0.99987517   +2 06 00.4
 AW6070;SPC TXSC     -13,796,211.74  3,330,213.69   sFT  0.99987517   +2 06 00.4
 AW6070;UTM  15      - 3,277,381.228   334,111.904   MT  0.99993955   -0 50 48.7
 AW6070
 AW6070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6070!SPC TXSC     -   1.00000410  x   0.99987517  =   0.99987927
 AW6070!UTM  15      -   1.00000410  x   0.99993955  =   0.99994365
 AW6070
 AW6070                          SUPERSEDED SURVEY CONTROL
 AW6070
 AW6070  NAD 83(1986)-  29 36 54.98703(N)    094 42 47.78179(W) AD(       ) 3
 AW6070  NAD 27      -  29 36 54.17538(N)    094 42 47.07513(W) AD(       ) 3
 AW6070  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 AW6070
 AW6070.Superseded values are not recommended for survey control.
 AW6070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6070.See file dsdata.txt to determine how the superseded data were derived.
 AW6070
 AW6070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3411277381(NAD 83)
 AW6070_MARKER: DS = TRIANGULATION STATION DISK
 AW6070_SETTING: 0 = UNSPECIFIED SETTING
 AW6070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6070
 AW6070  HISTORY     - Date     Condition        Report By
 AW6070  HISTORY     - 1932     MONUMENTED       CGS
 AW6070  HISTORY     - 1940     GOOD             CGS
 AW6070  HISTORY     - 1950     GOOD             HUMBLE
 AW6070  HISTORY     - 1961     GOOD             USGS
 AW6070  HISTORY     - 1962     GOOD             CGS
 AW6070  HISTORY     - 1965     GOOD             CGS
 AW6070
 AW6070                          STATION DESCRIPTION
 AW6070
 AW6070'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6070'ON THE E SHORE OF GALVESTON BAY, ABOUT 18 MILES S OF ANAHUAC, 2
 AW6070'MILES S OF THE MOUTH OF DOUBLE BAYOU, 6 MILES N OF SMITH POINT,
 AW6070'2 MILES W OF THE ELTON MITCHEL HOUSE ON THE ANAHUAC-EAGLE-SMITH
 AW6070'POINT ROAD.  IT IS 225 METERS N OF LONE OAK BAYOU AND 130 METERS
 AW6070'E OF THE NORMAL HIGH-WATER LINE OF THE BAY.
 AW6070'
 AW6070'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 AW6070'CONCRETE.
 AW6070'
 AW6070'NO REFERENCE MARK WAS SET.
 AW6070'
 AW6070'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 AW6070
 AW6070                          STATION RECOVERY (1940)
 AW6070
 AW6070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WLH)
 AW6070'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AW6070
 AW6070                          STATION RECOVERY (1950)
 AW6070
 AW6070'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1950
 AW6070'STATION RECOVERED IN GOOD CONDITION.  A 30-FOOT-HIGH TOWER IS
 AW6070'NECESSARY IN ORDER TO SEE OVER SPOIL BANK MADE FROM DREDGING
 AW6070'OPERATION OF THE TRINITY RIVER CANAL WHICH FOLLOWS CLOSELY THE
 AW6070'E SHORELINE OF TRINITY BAY.
 AW6070
 AW6070                          STATION RECOVERY (1961)
 AW6070
 AW6070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AW6070'STATION FOUND IN GOOD CONDITION AS DESCRIBED.  ADD TO
 AW6070'DESCRIPTION--70 FEET S OF ROAD AT POINT 255 FEET W OF ROAD FORK
 AW6070'SOUTH, AND 115 FEET E OF ROAD FORK SW NEAR END OF ROAD.
 AW6070
 AW6070                          STATION RECOVERY (1962)
 AW6070
 AW6070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW6070'STATION RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AW6070
 AW6070                          STATION RECOVERY (1965)
 AW6070
 AW6070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW6070'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1344 ***********************************************************************
 CR1344  DESIGNATION -  LONE OAK MUNICIPAL TANK
 CR1344  PID         -  CR1344
 CR1344  STATE/COUNTY-  TX/HUNT
 CR1344  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR1344
 CR1344                         *CURRENT SURVEY CONTROL
 CR1344  ___________________________________________________________________
 CR1344* NAD 83(1993)-  32 59 45.51421(N)    095 56 29.34337(W)     ADJUSTED  
 CR1344* NAVD 88     -                                                        
 CR1344  ___________________________________________________________________
 CR1344  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 CR1344  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CR1344
 CR1344  HORZ ORDER  -  THIRD
 CR1344
 CR1344.The horizontal coordinates were established by classical geodetic methods
 CR1344.and adjusted by the National Geodetic Survey in February 1996..
 CR1344
 CR1344
 CR1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1344
 CR1344.The geoid height was determined by GEOID03.
 CR1344
 CR1344;                    North         East     Units Scale Factor Converg.
 CR1344;SPC TXNC     - 2,150,317.893   839,058.394   MT  0.99987309   +1 23 43.4
 CR1344;SPC TXNC     - 7,054,834.62  2,752,810.75   sFT  0.99987309   +1 23 43.4
 CR1344;UTM  15      - 3,654,684.943   225,156.827   MT  1.00053150   -1 36 10.4
 CR1344;UTM  14      - 3,654,997.154   785,782.405   MT  1.00060714   +1 40 00.3
 CR1344
 CR1344                          SUPERSEDED SURVEY CONTROL
 CR1344
 CR1344  NAD 83(1993)-  32 59 45.51373(N)    095 56 29.34250(W) AD(       ) 4
 CR1344  NAD 83(1986)-  32 59 45.52320(N)    095 56 29.32946(W) AD(       ) 4
 CR1344  NAD 27      -  32 59 45.08700(N)    095 56 28.43800(W) AD(       ) 3
 CR1344
 CR1344.Superseded values are not recommended for survey control.
 CR1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1344.See file dsdata.txt to determine how the superseded data were derived.
 CR1344
 CR1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2515754685(NAD 83)
 CR1344_MARKER: 53 = ELEVATED TANK
 CR1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1344+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 CR1344
 CR1344  HISTORY     - Date     Condition        Report By
 CR1344  HISTORY     - 1935     FIRST OBSERVED   CGS
 CR1344  HISTORY     - 1949     GOOD             CGS
 CR1344  HISTORY     - 1957     GOOD             CGS
 CR1344  HISTORY     - 19940419 GOOD             USPSQD
 CR1344  HISTORY     - 20030707 GOOD             USPSQD
 CR1344  HISTORY     - 20040815 GOOD             USPSQD
 CR1344
 CR1344                          STATION DESCRIPTION
 CR1344
 CR1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1344'THIS STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF LONE OAK,
 CR1344'TEXAS.  IT IS LOCATED IN THE CENTRAL PART OF THE VILLAGE, ABOUT
 CR1344'320 FEET W OF THE MAIN STREET OF STATE HIGHWAY 42, ABOUT 130 FEET
 CR1344'N OF THE N SIDE OF THE SQUARE, AND ABOUT 10 FEET N OF WEBER ALLEY.
 CR1344'THE TANK WAS ERECTED IN 1925 AND IS QUITE PROMINENT IN ALL
 CR1344'DIRECTIONS.
 CR1344'
 CR1344'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE OVAL
 CR1344'SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL SECTION
 CR1344'IS ABOUT 25 FEET HIGH AND HAS A CATWALK AND RAIL AROUND ITS
 CR1344'BASE.  IT HAS A FLAT CONICAL ROOF WITH A BALL AT ITS APEX.  THE
 CR1344'ENTIRE TANK IS BLACK IN COLOR.  THE TOTAL HEIGHT IS ABOUT 120
 CR1344'FEET.
 CR1344
 CR1344                          STATION RECOVERY (1949)
 CR1344
 CR1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1344'STATION IS AN ELEVATED WATER TANK, ABOUT 110 FEET HIGH AND
 CR1344'PAINTED A SILVER COLOR WITH A ROUND KNOB AT THE TOP AND CENTER.
 CR1344'THE KNOB WAS THE POINT INTERSECTED.  IT IS LOCATED IN THE TOWN OF
 CR1344'LONE OAK, ABOUT 1 BLOCK SOUTH OF THE U.S. HIGHWAY 69 AND AT
 CR1344'THE REAR OF TWO LARGE BRICK BUILDINGS, AND NEAR THE CENTER
 CR1344'OF THE TOWN.
 CR1344
 CR1344                          STATION RECOVERY (1957)
 CR1344
 CR1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 CR1344'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CR1344'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1344
 CR1344                          STATION RECOVERY (1994)
 CR1344
 CR1344'RECOVERY NOTE BY US POWER SQUADRON 1994
 CR1344'RECOVERED IN GOOD CONDITION.
 CR1344
 CR1344                          STATION RECOVERY (2003)
 CR1344
 CR1344'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CR1344'RECOVERED IN GOOD CONDITION.
 CR1344
 CR1344                          STATION RECOVERY (2004)
 CR1344
 CR1344'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 CR1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0492 ***********************************************************************
 DM0492  DESIGNATION -  LONE OAK RM 2
 DM0492  PID         -  DM0492
 DM0492  STATE/COUNTY-  TX/HUNT
 DM0492  USGS QUAD   -  LONE OAK NORTH (1962)
 DM0492
 DM0492                         *CURRENT SURVEY CONTROL
 DM0492  ___________________________________________________________________
 DM0492* NAD 83(1986)-  33 00 59.     (N)    095 58 06.     (W)     SCALED    
 DM0492* NAVD 88     -       168.547  (meters)     552.97   (feet)  ADJUSTED  
 DM0492  ___________________________________________________________________
 DM0492  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DM0492  DYNAMIC HT  -         168.361 (meters)     552.36  (feet)  COMP
 DM0492  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 DM0492
 DM0492  VERT ORDER  -  FIRST     CLASS II
 DM0492
 DM0492.The horizontal coordinates were scaled from a topographic map and have
 DM0492.an estimated accuracy of +/- 6 seconds.
 DM0492
 DM0492.The orthometric height was determined by differential leveling
 DM0492.and adjusted by the National Geodetic Survey in June 1991..
 DM0492
 DM0492.The geoid height was determined by GEOID03.
 DM0492
 DM0492.The dynamic height is computed by dividing the NAVD 88
 DM0492.geopotential number by the normal gravity value computed on the
 DM0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0492.degrees latitude (g = 980.6199 gals.).
 DM0492
 DM0492.The modeled gravity was interpolated from observed gravity values.
 DM0492
 DM0492;                    North         East    Units  Estimated Accuracy
 DM0492;SPC TXNC     - 2,152,520.      836,500.      MT  (+/- 180 meters Scaled)
 DM0492
 DM0492                          SUPERSEDED SURVEY CONTROL
 DM0492
 DM0492  NGVD 29 (??/??/92)  168.545  (m)          552.97   (f) ADJ UNCH    1 2
 DM0492
 DM0492.Superseded values are not recommended for survey control.
 DM0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0492.See file dsdata.txt to determine how the superseded data were derived.
 DM0492
 DM0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS227570(NAD 83)
 DM0492_MARKER: DR = REFERENCE MARK DISK
 DM0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0492_STAMPING: LONE OAK NO 2 1949
 DM0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0492+STABILITY: SURFACE MOTION
 DM0492
 DM0492  HISTORY     - Date     Condition        Report By
 DM0492  HISTORY     - 1949     MONUMENTED       CGS
 DM0492  HISTORY     - 1959     GOOD             NGS
 DM0492  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 DM0492
 DM0492                          STATION DESCRIPTION
 DM0492
 DM0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DM0492'2.3 MI NW FROM LONE OAK.
 DM0492'ABOUT 2.3 MILES NORTHWEST ALONG THE NEW U. S. HIGHWAY 69 FROM THE
 DM0492'JUNCTION OF FARM ROAD 1567 AT LONE OAK, 117 FEET NORTHEAST OF THE
 DM0492'CENTER LINE OF THE HIGHWAY, IN A NARROW STRIP OF LAND BETWEEN THE OLD
 DM0492'AND NEW HIGHWAYS, 172 FEET SOUTHEAST OF A TELEPHONE POLE, 92.2 FEET
 DM0492'NORTHWEST OF TRIANGULATION STATION LONE OAK 1949, ABOUT LEVEL WITH THE
 DM0492'OLD HIGHWAY, ABOUT 15 FEET ABOVE THE LEVEL OF THE NEW HIGHWAY, AND IN
 DM0492'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DM0492
 DM0492                          STATION RECOVERY (1994)
 DM0492
 DM0492'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0437 ***********************************************************************
 AV0437  DESIGNATION -  LONE RM 1
 AV0437  PID         -  AV0437
 AV0437  STATE/COUNTY-  TX/JEFFERSON
 AV0437  USGS QUAD   -  SABINE PASS (1993)
 AV0437
 AV0437                         *CURRENT SURVEY CONTROL
 AV0437  ___________________________________________________________________
 AV0437* NAD 83(1986)-  29 41 58.     (N)    093 56 55.     (W)     SCALED    
 AV0437* NAVD 88     -         2.07   (+/-2cm)       6.8    (feet)  VERTCON   
 AV0437  ___________________________________________________________________
 AV0437  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AV0437
 AV0437  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0437
 AV0437.The horizontal coordinates were scaled from a topographic map and have
 AV0437.an estimated accuracy of +/- 6 seconds.
 AV0437
 AV0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0437.The vertical order pertains to the NGVD 29 superseded value.
 AV0437
 AV0437.The geoid height was determined by GEOID03.
 AV0437
 AV0437;                    North         East    Units  Estimated Accuracy
 AV0437;SPC TXSC     - 4,217,370.    1,088,640.      MT  (+/- 180 meters Scaled)
 AV0437
 AV0437                          SUPERSEDED SURVEY CONTROL
 AV0437
 AV0437  NGVD 29 (??/??/??)    2.062  (m)            6.77   (f) ADJUSTED    1 2
 AV0437
 AV0437.Superseded values are not recommended for survey control.
 AV0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0437.See file dsdata.txt to determine how the superseded data were derived.
 AV0437
 AV0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN082858(NAD 83)
 AV0437_MARKER: DR = REFERENCE MARK DISK
 AV0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0437_SP_SET: TILE
 AV0437_STAMPING: NO 1 1934
 AV0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0437
 AV0437  HISTORY     - Date     Condition        Report By
 AV0437  HISTORY     - 1934     MONUMENTED       CGS
 AV0437  HISTORY     - 1958     GOOD             CGS
 AV0437  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0437  HISTORY     - 1989     GOOD             USPSQD
 AV0437  HISTORY     - 1989     GOOD             USPSQD
 AV0437  HISTORY     - 1989     GOOD             USPSQD
 AV0437  HISTORY     - 19930202 GOOD             USPSQD
 AV0437  HISTORY     - 19940719 GOOD             USPSQD
 AV0437  HISTORY     - 19991023 GOOD             USPSQD
 AV0437  HISTORY     - 20010331 GOOD             NGS
 AV0437  HISTORY     - 20010331 GOOD             NGS
 AV0437  HISTORY     - 20020914 GOOD             USPSQD
 AV0437
 AV0437                          STATION DESCRIPTION
 AV0437
 AV0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0437'4.15 MI SW FROM SABINE PASS.
 AV0437'ABOUT 4.15 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0437'DOWLING MONUMENT AT SABINE PASS, 75 FEET NORTHEAST OF TRIANGULATION
 AV0437'STATION LONE 1934, 24 1/2 FEET SOUTH OF A 16-INCH TREE, 2 FEET
 AV0437'NORTHEAST OF AN OLD FENCE, IN THE TOP OF A 6-INCH TILE FILLED WITH
 AV0437'CONCRETE PROJECTING 2 INCHES.
 AV0437
 AV0437                          STATION RECOVERY (1987)
 AV0437
 AV0437'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0437'MARK NOT FOUND.
 AV0437
 AV0437                          STATION RECOVERY (1989)
 AV0437
 AV0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0437'RECOVERED IN GOOD CONDITION.
 AV0437
 AV0437                          STATION RECOVERY (1989)
 AV0437
 AV0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0437'RECOVERED IN GOOD CONDITION.
 AV0437
 AV0437                          STATION RECOVERY (1989)
 AV0437
 AV0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0437'RECOVERED IN GOOD CONDITION.
 AV0437
 AV0437                          STATION RECOVERY (1993)
 AV0437
 AV0437'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0437'RECOVERED IN GOOD CONDITION.
 AV0437
 AV0437                          STATION RECOVERY (1994)
 AV0437
 AV0437'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0437'RECOVERED IN GOOD CONDITION.
 AV0437
 AV0437                          STATION RECOVERY (1999)
 AV0437
 AV0437'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0437'RECOVERED IN GOOD CONDITION.
 AV0437
 AV0437                          STATION RECOVERY (2001)
 AV0437
 AV0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0437'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0437
 AV0437                          STATION RECOVERY (2001)
 AV0437
 AV0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0437'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0437
 AV0437                          STATION RECOVERY (2002)
 AV0437
 AV0437'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0435 ***********************************************************************
 AV0435  DESIGNATION -  LONE RM 2
 AV0435  PID         -  AV0435
 AV0435  STATE/COUNTY-  TX/JEFFERSON
 AV0435  USGS QUAD   -  SABINE PASS (1993)
 AV0435
 AV0435                         *CURRENT SURVEY CONTROL
 AV0435  ___________________________________________________________________
 AV0435* NAD 83(1986)-  29 41 58.     (N)    093 56 55.     (W)     SCALED    
 AV0435* NAVD 88     -         2.13   (+/-2cm)       7.0    (feet)  VERTCON   
 AV0435  ___________________________________________________________________
 AV0435  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AV0435
 AV0435  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0435
 AV0435.The horizontal coordinates were scaled from a topographic map and have
 AV0435.an estimated accuracy of +/- 6 seconds.
 AV0435
 AV0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0435.The vertical order pertains to the NGVD 29 superseded value.
 AV0435
 AV0435.The geoid height was determined by GEOID03.
 AV0435
 AV0435;                    North         East    Units  Estimated Accuracy
 AV0435;SPC TXSC     - 4,217,370.    1,088,640.      MT  (+/- 180 meters Scaled)
 AV0435
 AV0435                          SUPERSEDED SURVEY CONTROL
 AV0435
 AV0435  NGVD 29 (??/??/??)    2.124  (m)            6.97   (f) ADJUSTED    1 2
 AV0435
 AV0435.Superseded values are not recommended for survey control.
 AV0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0435.See file dsdata.txt to determine how the superseded data were derived.
 AV0435
 AV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN082858(NAD 83)
 AV0435_MARKER: DR = REFERENCE MARK DISK
 AV0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0435_SP_SET: TILE
 AV0435_STAMPING: NO 2 1934
 AV0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0435
 AV0435  HISTORY     - Date     Condition        Report By
 AV0435  HISTORY     - 1934     MONUMENTED       CGS
 AV0435  HISTORY     - 1958     GOOD             CGS
 AV0435  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0435  HISTORY     - 1989     GOOD             USPSQD
 AV0435  HISTORY     - 1989     GOOD             USPSQD
 AV0435  HISTORY     - 1989     GOOD             USPSQD
 AV0435  HISTORY     - 19930202 GOOD             USPSQD
 AV0435  HISTORY     - 19940719 GOOD             USPSQD
 AV0435  HISTORY     - 19991023 GOOD             USPSQD
 AV0435  HISTORY     - 20010331 GOOD             NGS
 AV0435  HISTORY     - 20010331 GOOD             NGS
 AV0435  HISTORY     - 20020914 GOOD             USPSQD
 AV0435
 AV0435                          STATION DESCRIPTION
 AV0435
 AV0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0435'4.15 MI SW FROM SABINE PASS.
 AV0435'ABOUT 4.15 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0435'DOWLING MONUMENT AT SABINE PASS, 66 FEET SOUTHEAST OF TRIANGULATION
 AV0435'STATION LONE 1934, 21 FEET SOUTHWEST OF A 6-INCH TREE, AT THE
 AV0435'NORTHEAST EDGE OF A LARGE CATS CLAW BUSH, AND IN THE TOP OF A 6-INCH
 AV0435'TILE FILLED WITH CONCRETE PROJECTING 7 INCHES.
 AV0435
 AV0435                          STATION RECOVERY (1987)
 AV0435
 AV0435'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0435'MARK NOT FOUND.
 AV0435
 AV0435                          STATION RECOVERY (1989)
 AV0435
 AV0435'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0435'RECOVERED IN GOOD CONDITION.
 AV0435
 AV0435                          STATION RECOVERY (1989)
 AV0435
 AV0435'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0435'RECOVERED IN GOOD CONDITION.
 AV0435
 AV0435                          STATION RECOVERY (1989)
 AV0435
 AV0435'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AV0435'RECOVERED IN GOOD CONDITION.
 AV0435
 AV0435                          STATION RECOVERY (1993)
 AV0435
 AV0435'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0435'RECOVERED IN GOOD CONDITION.
 AV0435
 AV0435                          STATION RECOVERY (1994)
 AV0435
 AV0435'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0435'RECOVERED IN GOOD CONDITION.
 AV0435
 AV0435                          STATION RECOVERY (1999)
 AV0435
 AV0435'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0435'RECOVERED IN GOOD CONDITION.
 AV0435
 AV0435                          STATION RECOVERY (2001)
 AV0435
 AV0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0435
 AV0435                          STATION RECOVERY (2001)
 AV0435
 AV0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0435
 AV0435                          STATION RECOVERY (2002)
 AV0435
 AV0435'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2852 ***********************************************************************
 CS2852  DESIGNATION -  LONE STAR CEMENT CORP C STACK
 CS2852  PID         -  CS2852
 CS2852  STATE/COUNTY-  TX/DALLAS
 CS2852  USGS QUAD   -  DALLAS (1981)
 CS2852
 CS2852                         *CURRENT SURVEY CONTROL
 CS2852  ___________________________________________________________________
 CS2852* NAD 83(1993)-  32 46 20.50480(N)    096 51 41.40418(W)     ADJUSTED  
 CS2852* NAVD 88     -                                                        
 CS2852  ___________________________________________________________________
 CS2852  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 CS2852  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CS2852
 CS2852  HORZ ORDER  -  THIRD
 CS2852
 CS2852.The horizontal coordinates were established by classical geodetic methods
 CS2852.and adjusted by the National Geodetic Survey in February 1996..
 CS2852
 CS2852
 CS2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2852
 CS2852.The geoid height was determined by GEOID03.
 CS2852
 CS2852;                    North         East     Units Scale Factor Converg.
 CS2852;SPC TXNC     - 2,123,807.440   753,491.019   MT  0.99988443   +0 53 37.1
 CS2852;SPC TXNC     - 6,967,858.24  2,472,078.45   sFT  0.99988443   +0 53 37.1
 CS2852;UTM  14      - 3,628,075.441   700,300.471   MT  1.00009473   +1 09 28.7
 CS2852
 CS2852                          SUPERSEDED SURVEY CONTROL
 CS2852
 CS2852  NAD 83(1993)-  32 46 20.51158(N)    096 51 41.38712(W) AD(       ) 4
 CS2852  NAD 83(1986)-  32 46 20.51086(N)    096 51 41.38701(W) AD(       ) 4
 CS2852  NAD 27      -  32 46 20.04600(N)    096 51 40.38100(W) AD(       ) 3
 CS2852
 CS2852.Superseded values are not recommended for survey control.
 CS2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2852.See file dsdata.txt to determine how the superseded data were derived.
 CS2852
 CS2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0030028075(NAD 83)
 CS2852_MARKER: 63 = STACK
 CS2852
 CS2852  HISTORY     - Date     Condition        Report By
 CS2852  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2852  HISTORY     - 1960     GOOD             CGS
 CS2852
 CS2852                          STATION DESCRIPTION
 CS2852
 CS2852'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2852'THE STATION IS LOCATED ABOUT 5 MILES WEST OF DALLAS AND ABOUT
 CS2852'2 MILES NORTHEAST OF CHALK HILL.  THERE ARE THREE STACKS
 CS2852'IN THIS GROUP AND THEY ARE IN AN EAST-WEST LINE.
 CS2852'
 CS2852'THE STACK IS OF CONCRETE CONSTRUCTION, 100 FEET HIGH, 20
 CS2852'FEET IN DIAMETER AT THE BASE AND 10 FEET IN DIAMETER AT THE TOP.
 CS2852'
 CS2852'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 CS2852'
 CS2852'TO REACH THE STATION FROM THE CHALK HILL THEATRE ON U.S. HIGHWAY
 CS2852'80 WHICH IS ABOUT 5 MILES WEST OF DALLAS, GO EAST ON U.S.
 CS2852'HIGHWAY 80 FOR 0.9 MILE TO JUNCTION, WITH 1 B HIGHWAY LEFT.
 CS2852'TURN LEFT OFF U.S. HIGHWAY 80 AND FOLLOW 1 B HIGHWAY EAST
 CS2852'FOR 1.6 MILES TO HAMPTON RD. LEFT.  TURN LEFT AND GO NORTH ON
 CS2852'HAMPTON RD. FOR 0.8 MILE TO A T-INTERSECTION.  TURN LEFT AND
 CS2852'GO WEST FOR 0.15 MILE TO THE ENTRANCE OF THE LONE STAR CEMENT
 CS2852'CORP. PLANT AND THE STATION 100 FEET WEST.
 CS2852
 CS2852                          STATION RECOVERY (1960)
 CS2852
 CS2852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 CS2852'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 CS2852'
 CS2852'*A NEW STACK WAS BUILT IN 1949 ON THE EAST OF THE THREE ORIGINAL
 CS2852'STACKS.  THE INTERSECTION STATION IS NOW THE 1ST STACK EAST
 CS2852'OF THE MOST WESTERLY OF FOUR STACKS OF EQUAL HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1188 ***********************************************************************
 CR1188  DESIGNATION -  LONE STAR HUMBLE OIL RAD MAST
 CR1188  PID         -  CR1188
 CR1188  STATE/COUNTY-  TX/MORRIS
 CR1188  USGS QUAD   -  LONE STAR (1962)
 CR1188
 CR1188                         *CURRENT SURVEY CONTROL
 CR1188  ___________________________________________________________________
 CR1188* NAD 83(1993)-  32 54 57.07547(N)    094 42 02.76784(W)     ADJUSTED  
 CR1188* NAVD 88     -                                                        
 CR1188  ___________________________________________________________________
 CR1188  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CR1188  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CR1188
 CR1188  HORZ ORDER  -  THIRD
 CR1188
 CR1188.The horizontal coordinates were established by classical geodetic methods
 CR1188.and adjusted by the National Geodetic Survey in February 1996..
 CR1188
 CR1188
 CR1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1188
 CR1188.The geoid height was determined by GEOID03.
 CR1188
 CR1188;                    North         East     Units Scale Factor Converg.
 CR1188;SPC TXNC     - 2,144,946.720   955,265.279   MT  0.99987542   +2 04 19.5
 CR1188;SPC TXNC     - 7,037,212.70  3,134,066.17   sFT  0.99987542   +2 04 19.5
 CR1188;UTM  15      - 3,643,241.524   340,960.981   MT  0.99991188   -0 55 27.9
 CR1188
 CR1188                          SUPERSEDED SURVEY CONTROL
 CR1188
 CR1188  NAD 83(1993)-  32 54 57.07991(N)    094 42 02.76043(W) AD(       ) 4
 CR1188  NAD 83(1986)-  32 54 57.08064(N)    094 42 02.75595(W) AD(       ) 4
 CR1188  NAD 27      -  32 54 56.61200(N)    094 42 02.01300(W) AD(       ) 3
 CR1188
 CR1188.Superseded values are not recommended for survey control.
 CR1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1188.See file dsdata.txt to determine how the superseded data were derived.
 CR1188
 CR1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS4096143242(NAD 83)
 CR1188_MARKER: 42 = RADIO/TV MAST
 CR1188
 CR1188  HISTORY     - Date     Condition        Report By
 CR1188  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1188
 CR1188                          STATION DESCRIPTION
 CR1188
 CR1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1188'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF LONE STAR AT
 CR1188'THE WEST EDGE OF A HIGH RIDGE.  IT IS A STEEL MAST SET IN A
 CR1188'CEMENT BASE AND IS PAINTED ALTERNATELY RED AND WHITE.  THE
 CR1188'OVERALL HEIGHT IS 200 FEET.
 CR1188'
 CR1188'THE RED LIGHT AT THE APEX OF THE MAST WAS THE POINT INTERSECTED.
 CR1188'
 CR1188'TO REACH FROM THE JUNCTION OF TEXAS STATE ROAD 26 AND FARM ROAD
 CR1188'729 IN THE SOUTH PART OF LONE STAR GO EAST ON FARM ROAD 729 FOR
 CR1188'0.9 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW THE TRACK
 CR1188'ROAD FOR 03 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1183 ***********************************************************************
 CR1183  DESIGNATION -  LONE STAR MUNICIPAL TANK
 CR1183  PID         -  CR1183
 CR1183  STATE/COUNTY-  TX/MORRIS
 CR1183  USGS QUAD   -  LONE STAR (1962)
 CR1183
 CR1183                         *CURRENT SURVEY CONTROL
 CR1183  ___________________________________________________________________
 CR1183* NAD 83(1993)-  32 57 05.25326(N)    094 42 30.77225(W)     ADJUSTED  
 CR1183* NAVD 88     -                                                        
 CR1183  ___________________________________________________________________
 CR1183  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CR1183  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CR1183
 CR1183  HORZ ORDER  -  THIRD
 CR1183
 CR1183.The horizontal coordinates were established by classical geodetic methods
 CR1183.and adjusted by the National Geodetic Survey in February 1996..
 CR1183
 CR1183
 CR1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1183
 CR1183.The geoid height was determined by GEOID03.
 CR1183
 CR1183;                    North         East     Units Scale Factor Converg.
 CR1183;SPC TXNC     - 2,148,866.079   954,395.720   MT  0.99987414   +2 04 04.2
 CR1183;SPC TXNC     - 7,050,071.46  3,131,213.29   sFT  0.99987414   +2 04 04.2
 CR1183;UTM  15      - 3,647,201.138   340,297.499   MT  0.99991448   -0 55 46.3
 CR1183
 CR1183                          SUPERSEDED SURVEY CONTROL
 CR1183
 CR1183  NAD 83(1993)-  32 57 05.25693(N)    094 42 30.76551(W) AD(       ) 4
 CR1183  NAD 83(1986)-  32 57 05.25833(N)    094 42 30.76032(W) AD(       ) 4
 CR1183  NAD 27      -  32 57 04.79300(N)    094 42 30.01900(W) AD(       ) 3
 CR1183
 CR1183.Superseded values are not recommended for survey control.
 CR1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1183.See file dsdata.txt to determine how the superseded data were derived.
 CR1183
 CR1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS4029747201(NAD 83)
 CR1183_MARKER: 53 = ELEVATED TANK
 CR1183
 CR1183  HISTORY     - Date     Condition        Report By
 CR1183  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1183
 CR1183                          STATION DESCRIPTION
 CR1183
 CR1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1183'THE STATION IS LOCATED AT THE NORTH EDGE OF LONE STAR ON A HIGH
 CR1183'HILL.  IT IS A CIRCULAR TANK WITH A RED LIGHT AT THE APEX OF THE
 CR1183'ROOF AND IS PAINTED SILVER IN COLOR.  IT IS SUPPORTED BY
 CR1183'A FOUR LEGGED STEEL STRUCTURE.  THE OVER HEIGHT IS 100 FEET.
 CR1183'
 CR1183'THE RED LIGHT AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1184 ***********************************************************************
 CR1184  DESIGNATION -  LONE STAR STEEL CO STACK
 CR1184  PID         -  CR1184
 CR1184  STATE/COUNTY-  TX/MORRIS
 CR1184  USGS QUAD   -  LONE STAR (1962)
 CR1184
 CR1184                         *CURRENT SURVEY CONTROL
 CR1184  ___________________________________________________________________
 CR1184* NAD 83(1993)-  32 55 16.50996(N)    094 42 52.37461(W)     ADJUSTED  
 CR1184* NAVD 88     -                                                        
 CR1184  ___________________________________________________________________
 CR1184  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CR1184  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CR1184
 CR1184  HORZ ORDER  -  THIRD
 CR1184
 CR1184.The horizontal coordinates were established by classical geodetic methods
 CR1184.and adjusted by the National Geodetic Survey in February 1996..
 CR1184
 CR1184
 CR1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1184
 CR1184.The geoid height was determined by GEOID03.
 CR1184
 CR1184;                    North         East     Units Scale Factor Converg.
 CR1184;SPC TXNC     - 2,145,498.448   953,955.739   MT  0.99987520   +2 03 52.4
 CR1184;SPC TXNC     - 7,039,022.82  3,129,769.79   sFT  0.99987520   +2 03 52.4
 CR1184;UTM  15      - 3,643,860.980   339,682.023   MT  0.99991691   -0 55 55.3
 CR1184
 CR1184                          SUPERSEDED SURVEY CONTROL
 CR1184
 CR1184  NAD 83(1993)-  32 55 16.51456(N)    094 42 52.36700(W) AD(       ) 4
 CR1184  NAD 83(1986)-  32 55 16.51508(N)    094 42 52.36268(W) AD(       ) 4
 CR1184  NAD 27      -  32 55 16.04400(N)    094 42 51.62100(W) AD(       ) 3
 CR1184
 CR1184.Superseded values are not recommended for survey control.
 CR1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1184.See file dsdata.txt to determine how the superseded data were derived.
 CR1184
 CR1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3968243861(NAD 83)
 CR1184_MARKER: 63 = STACK
 CR1184
 CR1184  HISTORY     - Date     Condition        Report By
 CR1184  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1184
 CR1184                          STATION DESCRIPTION
 CR1184
 CR1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1184'THE STATION IS LOCATED AT THE MAIN PLANT OF THE LONE STAR
 CR1184'STEEL CO. WHICH IS AT THE SOUTH EDGE OF LONE STAR.  THE STATION IS
 CR1184'A RED BRICK SMOKE STACK AND IS 20 FEET IN DIAMETER AND APPROX.
 CR1184'180 FEET IN HEIGHT.
 CR1184'
 CR1184'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE SMOKE
 CR1184'STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1185 ***********************************************************************
 CR1185  DESIGNATION -  LONE STAR STEEL CO ORE PLT STK
 CR1185  PID         -  CR1185
 CR1185  STATE/COUNTY-  TX/MORRIS
 CR1185  USGS QUAD   -  LONE STAR (1962)
 CR1185
 CR1185                         *CURRENT SURVEY CONTROL
 CR1185  ___________________________________________________________________
 CR1185* NAD 83(1993)-  32 56 44.12529(N)    094 40 50.55054(W)     ADJUSTED  
 CR1185* NAVD 88     -                                                        
 CR1185  ___________________________________________________________________
 CR1185  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 CR1185  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CR1185
 CR1185  HORZ ORDER  -  THIRD
 CR1185
 CR1185.The horizontal coordinates were established by classical geodetic methods
 CR1185.and adjusted by the National Geodetic Survey in February 1996..
 CR1185
 CR1185
 CR1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1185
 CR1185.The geoid height was determined by GEOID03.
 CR1185
 CR1185;                    North         East     Units Scale Factor Converg.
 CR1185;SPC TXNC     - 2,148,309.971   957,020.442   MT  0.99987433   +2 04 58.9
 CR1185;SPC TXNC     - 7,048,246.96  3,139,824.57   sFT  0.99987433   +2 04 58.9
 CR1185;UTM  15      - 3,646,508.523   342,889.643   MT  0.99990436   -0 54 51.2
 CR1185
 CR1185                          SUPERSEDED SURVEY CONTROL
 CR1185
 CR1185  NAD 83(1993)-  32 56 44.13019(N)    094 40 50.54419(W) AD(       ) 4
 CR1185  NAD 83(1986)-  32 56 44.13034(N)    094 40 50.53868(W) AD(       ) 4
 CR1185  NAD 27      -  32 56 43.66000(N)    094 40 49.79900(W) AD(       ) 3
 CR1185
 CR1185.Superseded values are not recommended for survey control.
 CR1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1185.See file dsdata.txt to determine how the superseded data were derived.
 CR1185
 CR1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS4289046509(NAD 83)
 CR1185_MARKER: 63 = STACK
 CR1185
 CR1185  HISTORY     - Date     Condition        Report By
 CR1185  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1185
 CR1185                          STATION DESCRIPTION
 CR1185
 CR1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1185'THE STATION IS LOCATED ABOUT 2 MILES EAST OF LONE STAR AT THE
 CR1185'LONE STAR STEEL COMPANYS ORE PLANT.  THE STATION IS A RED BRICK
 CR1185'SMOKE STACK AND IS 20 FEET IN DIAMETER AND APPROX. 180 FEET IN
 CR1185'HEIGHT.
 CR1185'
 CR1185'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE SMOKE
 CR1185'STACK.
 CR1185'
 CR1185'TO REACH FROM THE JUNCTIONS OF TEXAS HIGHWAY 26 AND FARM ROAD
 CR1185'250 IN LONE STAR GO EAST ON FARM ROAD 250 FOR 1 MILE TO AN
 CR1185'OILED ROAD RIGHT.  TURN RIGHT AND GO 0.6 MILE TO THE LONE STAR
 CR1185'STEEL CO. PLANT. CONTINUE STRAIGHT AHEAD AND GO 0.2 MILE TO
 CR1185'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1478 ***********************************************************************
 AH1478  DESIGNATION -  LONEHILL
 AH1478  PID         -  AH1478
 AH1478  STATE/COUNTY-  TX/KLEBERG
 AH1478  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1478
 AH1478                         *CURRENT SURVEY CONTROL
 AH1478  ___________________________________________________________________
 AH1478* NAD 83(1993)-  27 23 08.09128(N)    097 22 58.40037(W)     ADJUSTED  
 AH1478* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1478  ___________________________________________________________________
 AH1478  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1478  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AH1478
 AH1478  HORZ ORDER  -  THIRD
 AH1478
 AH1478.The horizontal coordinates were established by classical geodetic methods
 AH1478.and adjusted by the National Geodetic Survey in February 1996..
 AH1478
 AH1478.The orthometric height was scaled from a topographic map.
 AH1478
 AH1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1478
 AH1478.The geoid height was determined by GEOID03.
 AH1478
 AH1478;                    North         East     Units Scale Factor Converg.
 AH1478;SPC TX S     - 5,190,931.650   410,487.463   MT  0.99991722   +0 30 25.8
 AH1478;SPC TX S     -17,030,581.59  1,346,740.95   sFT  0.99991722   +0 30 25.8
 AH1478;UTM  14      - 3,030,181.188   659,903.466   MT  0.99991563   +0 44 38.4
 AH1478
 AH1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1478!SPC TX S     -   1.00000320  x   0.99991722  =   0.99992042
 AH1478!UTM  14      -   1.00000320  x   0.99991563  =   0.99991883
 AH1478
 AH1478:                Primary Azimuth Mark                     Grid Az
 AH1478:SPC TX S     -  TRANSIENT                                133 51 41.4
 AH1478:UTM  14      -  TRANSIENT                                133 37 28.8
 AH1478
 AH1478|---------------------------------------------------------------------|
 AH1478| PID    Reference Object                     Distance      Geod. Az  |
 AH1478|                                                           dddmmss.s |
 AH1478| AH1450 TRANSIENT                           APPROX. 7.3 KM 1342207.2 |
 AH1478| CV2608 LONEHILL RM                                        13626     |
 AH1478|---------------------------------------------------------------------|
 AH1478
 AH1478                          SUPERSEDED SURVEY CONTROL
 AH1478
 AH1478  NAD 83(1986)-  27 23 08.10629(N)    097 22 58.37640(W) AD(       ) 3
 AH1478  NAD 27      -  27 23 06.95500(N)    097 22 57.42500(W) AD(       ) 3
 AH1478
 AH1478.Superseded values are not recommended for survey control.
 AH1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1478.See file dsdata.txt to determine how the superseded data were derived.
 AH1478
 AH1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5990330181(NAD 83)
 AH1478_MARKER: N = NAIL
 AH1478_SETTING: 0 = UNSPECIFIED SETTING
 AH1478
 AH1478  HISTORY     - Date     Condition        Report By
 AH1478  HISTORY     - 1912     MONUMENTED       CGS
 AH1478  HISTORY     - 1938     MARK NOT FOUND   CGS
 AH1478
 AH1478                          STATION DESCRIPTION
 AH1478
 AH1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1478'ON THE MAINLAND ABOUT 6-1/2 MILES S OF SOUTH BIRD ISLAND.
 AH1478'THE STATION IS ON TOP OF A PROMINENT HILL, AT ABOUT 20 FEET
 AH1478'ELEVATION, AND 65 METERS (213 FEET) BACK FROM THE HIGH-WATER
 AH1478'MARK.  JUST ACROSS ON PADRE ISLAND IS A LARGE CLUMP OF
 AH1478'SPANISH DAGGERS, WHICH STAND OUT VERY PROMINENTLY AGAINST
 AH1478'THE WHITE SAND.  THE STATION IS MARKED WITH THE POINT OF A
 AH1478'NAIL PROJECTING FROM A BLOCK OF CONCRETE SET ABOUT 3 FEET
 AH1478'BELOW THE SURFACE.  ABOVE THIS BLOCK ARE SEVERAL INCHES
 AH1478'OF EARTH OR SAND, THEN A LARGER CYLINDER OR BLOCK OF CONCRETE
 AH1478'EXTENDING TO THE SURFACE, WITH THE POINT OF A LARGE NAIL
 AH1478'PROJECTING FROM IT.  THE NAILS INDICATE THE CENTER OF THE
 AH1478'STATION.  THE LETTERS U.S.C. AND G.S., WITH DATE OF
 AH1478'ESTABLISHMENT OF THE STATION, ARE CUT INTO THE TOP OF THE
 AH1478'SURFACE MARK.  THE REFERENCE MARK IS A CYLINDER OF
 AH1478'CONCRETE ABOUT 3 FEET LONG FROM THE CENTER OF THE TOP OF
 AH1478'WHICH PROJECTS THE POINT OF A LARGE NAIL, WHICH IS ABOUT 4
 AH1478'METERS (13 FEET) FROM THE BANK, 51.97 METERS (170.50
 AH1478'FEET) S 55 DEG E (MAGNETIC) FROM THE STATION.
 AH1478
 AH1478                          STATION RECOVERY (1938)
 AH1478
 AH1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1478'BOTH STATION AND REFERENCE MARK APPARENTLY DESTROYED.
 AH1478'
 AH1478'A LARGE BLOCK OF CONCRETE WAS FOUND ON TOP OF THE SAND ON
 AH1478'THE HILL WHERE THE STATION WAS LOCATED.  IT IS NOT KNOWN
 AH1478'IF THIS WAS THE SURFACE OR SUB-SURFACE MARK BUT IT IS THOUGHT
 AH1478'TO BE THE SUB-SURFACE MARK.  LETTERS AND DATE COULD NOT BE
 AH1478'FOUND ON TOP OF THE CONCRETE.  THE TOP IS UNFINISHED LIKE
 AH1478'SAND HAD BEEN PLACED OVER IT WHILE STILL WET.
 AH1478'
 AH1478'A CYLINDER OF CONCRETE WAS FOUND LYING ON THE BEACH IN THE
 AH1478'VICINITY OF WHERE THE REFERENCE MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0619 ***********************************************************************
 BN0619  DESIGNATION -  LONEMAN
 BN0619  PID         -  BN0619
 BN0619  STATE/COUNTY-  TX/HAYS
 BN0619  USGS QUAD   -  DRIFTWOOD (1986)
 BN0619
 BN0619                         *CURRENT SURVEY CONTROL
 BN0619  ___________________________________________________________________
 BN0619* NAD 83(1993)-  30 04 37.02675(N)    098 05 19.07183(W)     ADJUSTED  
 BN0619* NAVD 88     -       431.8    (meters)    1417.     (feet)  VERTCON   
 BN0619  ___________________________________________________________________
 BN0619  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 BN0619  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 BN0619
 BN0619  HORZ ORDER  -  FIRST
 BN0619
 BN0619.The horizontal coordinates were established by classical geodetic methods
 BN0619.and adjusted by the National Geodetic Survey in February 1996..
 BN0619
 BN0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0619
 BN0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0619
 BN0619.The geoid height was determined by GEOID03.
 BN0619
 BN0619;                    North         East     Units Scale Factor Converg.
 BN0619;SPC TXSC     - 4,249,001.194   687,861.121   MT  0.99994690   +0 26 47.4
 BN0619;SPC TXSC     -13,940,264.75  2,256,757.69   sFT  0.99994690   +0 26 47.4
 BN0619;SPC TX C     - 3,047,667.153   916,403.338   MT  1.00001084   +1 09 22.2
 BN0619;SPC TX C     - 9,998,887.98  3,006,566.62   sFT  1.00001084   +1 09 22.2
 BN0619;UTM  14      - 3,327,662.402   587,833.387   MT  0.99969518   +0 27 24.4
 BN0619
 BN0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0619!SPC TXSC     -   0.99993612  x   0.99994690  =   0.99988303
 BN0619!SPC TX C     -   0.99993612  x   1.00001084  =   0.99994696
 BN0619!UTM  14      -   0.99993612  x   0.99969518  =   0.99963132
 BN0619
 BN0619|---------------------------------------------------------------------|
 BN0619| PID    Reference Object                     Distance      Geod. Az  |
 BN0619|                                                           dddmmss.s |
 BN0619| CV5537 LONEMAN RM 1                         16.260 METERS 14149     |
 BN0619| CV5539 LONEMAN RM 3                         18.850 METERS 19840     |
 BN0619| CV5538 LONEMAN RM 2                         17.078 METERS 20625     |
 BN0619| CV5535 LONEMAN AZ MK                                      2903529.2 |
 BN0619| CV5540 LONEMAN RM 4                         16.384 METERS 31425     |
 BN0619| CV5536 LONEMAN RM                           33.369 METERS 35816     |
 BN0619|---------------------------------------------------------------------|
 BN0619
 BN0619                          SUPERSEDED SURVEY CONTROL
 BN0619
 BN0619  NAD 83(1986)-  30 04 37.03899(N)    098 05 19.05410(W) AD(       ) 1
 BN0619  NAD 27      -  30 04 36.27800(N)    098 05 18.02100(W) AD(       ) 1
 BN0619  NGVD 29 (07/28/98)  431.7    (m)         1416.     (f) VERT ANG       
 BN0619
 BN0619.Superseded values are not recommended for survey control.
 BN0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0619.See file dsdata.txt to determine how the superseded data were derived.
 BN0619
 BN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8783327662(NAD 83)
 BN0619_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BN0619_SETTING: 0 = UNSPECIFIED SETTING
 BN0619
 BN0619  HISTORY     - Date     Condition        Report By
 BN0619  HISTORY     - 1903     MONUMENTED       CGS
 BN0619  HISTORY     - 1935     GOOD             CGS
 BN0619  HISTORY     - 1951     GOOD             CGS
 BN0619  HISTORY     - 1956     GOOD             CGS
 BN0619  HISTORY     - 1959     GOOD             AMS
 BN0619  HISTORY     - 1963     GOOD             USGS
 BN0619
 BN0619                          STATION DESCRIPTION
 BN0619
 BN0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (WHB)
 BN0619'STATION IS ON LONEMAN MOUNTAIN, 18 MILES BY ROAD NW OF KYLE,
 BN0619'ON THE INTERNATIONAL AND GREAT NORTHERN RAILWAY, AND ABOUT
 BN0619'6 MILES N OF WIMBERLEY, ON THE N SIDE OF THE BLANCO CITY AND
 BN0619'KYLE WAGON ROAD WHICH PASSES NEAR THE FOOT OF THE MOUNTAIN,
 BN0619'AND 3/4 MILE E OF WHERE THE ROAD TO DRIPPING SPRINGS LEAVES
 BN0619'THE BLANCO AND KYLE ROAD, ON THE EVERETT RANCH.  LONEMAN
 BN0619'MOUNTAIN IS MADE UP OF A SERIES OF TERRACES OF ROCK, AND THE
 BN0619'TOP IS RATHER LEVEL AND OVAL-SHAPED.  THE STATION IS 51 PACES
 BN0619'FROM THE N POINT OF THE OVAL, WHICH IS ALMOST IN LINE TO
 BN0619'SHINGLE HILLS, 7 PACES FROM THE BROW OF THE OVAL EASTWARD,
 BN0619'19 PACES FROM THE BROW SOUTHWARD, AND 7-1/2 PACES FROM THE
 BN0619'BROW WESTWARD.
 BN0619'
 BN0619'SURFACE MARK IS NAIL IN IRON PIPE SET IN CONCRETE.
 BN0619'
 BN0619'UNDERGROUND MARK IS NAIL SET IN CONCRETE POINT UP IN SOLID
 BN0619'ROCK.
 BN0619'
 BN0619'REFERENCE MARK IS DRILL HOLE IN ROCK.  IT IS ON THE EDGE
 BN0619'OF AN OUTCROPPING LEDGE OF ROCK IN THE TERRACE BELOW THE TOP
 BN0619'OF THE OVAL, 7 PACES E OF THE EXTREME N EDGE OF THE OVAL, AND
 BN0619'6 INCHES FROM THE OUTER EDGE OF THE ROCK, ABOUT 5 FEET BELOW
 BN0619'THE STATION, AND 3 FEET BELOW THE N POINT OF THE OVAL, 33.369
 BN0619'METERS (109.48 FEET) FROM THE STATION N 01 DEG 44 MIN W.
 BN0619'THE DISTANCES AND BEARINGS OF VARIOUS POINTS ARE--CHURCH
 BN0619'AT DRIPPING SPRINGS, 6 MILES, N 00 DEG 18 MIN E.  EAST
 BN0619'GABLE OF MR. WOODS HOUSE, 1/2 MILE, S 33 DEG 45 MIN E.
 BN0619'NORTH GABLE OF MR. BROOKS HOUSE, 2 MILES, S 17 DEG 36 MIN W.
 BN0619'EAST TWIN SISTER PEAK, 5 MILES, S 19 DEG 42 MIN W.
 BN0619'ELEVATION OF STATION, 433.3 METERS (1,422 FEET).
 BN0619
 BN0619                          STATION RECOVERY (1935)
 BN0619
 BN0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BN0619'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE NAIL IN THE
 BN0619'CENTER OF THE STATION MARK HAS BEEN BENT DOWN, AND THE OUTER
 BN0619'EDGES OF THE CONCRETE BLOCK HAVE BEEN CHIPPED, BUT THE MARK
 BN0619'IS STILL SERVICEABLE.
 BN0619'
 BN0619'THE REFERENCE MARK WAS FOUND IN EXCELLENT CONDITION.  THE
 BN0619'STATION IS LOCATED IN APPROXIMATELY THE CENTER OF THE OVAL
 BN0619'TOP OF THIS MOUNTAIN.  NEITHER THE STATION MARK NOR THE
 BN0619'REFERENCE MARK WAS FOUND COVERED.
 BN0619'
 BN0619'TO REACH THIS STATION FROM DRIPPING SPRINGS, TAKE THE DRIPPING
 BN0619'SPRINGS-WIMBERLY ROAD TOWARD WIMBERLY AND GO 8.9 MILES TO POINT
 BN0619'OPPOSITE LONEMAN MOUNTAIN, AN EXTREMELY PROMINENT BALD-TOPPED
 BN0619'MOUNTAIN ON THE LEFT OF THE ROAD.  CONTINUE PAST THE MOUNTAIN
 BN0619'TO FIRST LEFT HAND ROAD.  THIS IS THE KYLE ROAD.  TAKE THIS ROAD
 BN0619'FOR 0.35 MILE TO FIRST CULVERT.  IMMEDIATELY BEYOND THIS CULVERT
 BN0619'THERE IS A GATE ON THE LEFT SIDE OF THE ROAD.  ENTER THIS GATE
 BN0619'AND FOLLOW ROUGH TRAIL TO FOOT OF THE MOUNTAIN.  LEAVE CAR
 BN0619'HERE AND WALK UP MOUNTAIN TO STATION.
 BN0619
 BN0619                          STATION RECOVERY (1951)
 BN0619
 BN0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 BN0619'STATION LONEMAN, 1903 WAS RECOVERED IN GOOD CONDITION.  THE
 BN0619'1903 REFERENCE MARK, A DRILL HOLE IN BEDROCK WAS DESTROYED
 BN0619'DURING ROAD CONSTRUCTION.
 BN0619'
 BN0619'STATION IS ON LONEMAN MOUNTAIN, ABOUT 8 MILES AIRLINE SOUTH
 BN0619'OF DRIPPING SPRINGS AND 1/4 MILE EAST OF THE DRIPPING
 BN0619'SPRINGS-WIMBERLY ROAD, STATE HIGHWAY NO. 12.  IT IS ON A PROMINENT,
 BN0619'BALD TOP MOUNTAIN ON WHICH THE THE AMERICAN TELEPHONE AND
 BN0619'TELEGRAPH COMPANY WAS BUILDING A RADIO RELAY TOWER IN
 BN0619'MARCH 1951 WHICH WILL BE CENTERED OVER THE STATION MARK.
 BN0619'
 BN0619'THE STATION IS MARKED WITH A POINT OF A NAIL SET IN THE TOP
 BN0619'OF A CONCRETE FILLED IRON PIPE 2 INCHES IN DIAMETER WHICH IS
 BN0619'SET IN A CONCRETE MONUMENT ABOUT 15 INCHES IN DIAMETER AND FLUSH
 BN0619'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A
 BN0619'NAIL SET IN CONCRETE POINT UP IN SOLID ROCK.  THE STATION MARK
 BN0619'IS ABOUT MIDWAY ALONG THE TOP, 19 YARDS NORTH OF THE SOUTH
 BN0619'END OF THE TOP AND 7 YARDS FROM THE EAST AND THE WEST EDGES
 BN0619'OF THE TOP.
 BN0619'
 BN0619'REFERENCE MARK NO. 1, 1951, IS A STANDARD DISK STAMPED LONEMAN
 BN0619'1903, NO. 1, 1951, SET IN BEDROCK, S.E. OF THE STATION, ON
 BN0619'THE FIRST LEDGE BELOW THE TOP AND ABOUT 4 FEET BELOW THE LEVEL
 BN0619'OF THE STATION.
 BN0619'
 BN0619'REFERENCE NO. 2, 1951, IS A STANDARD DISK STAMPED LONEMAN
 BN0619'1903, NO. 2, 1951 SET IN BEDROCK, S.W. OF THE STATION, ON THE
 BN0619'FIRST LEDGE BELOW THE STATION AND ABOUT 4 FEET LOWER.
 BN0619'
 BN0619'BOLT HEAD IN A TILE, (A.T. AND T.), IS A ROUND BOLT HEAD SET
 BN0619'IN THE TOP OF A CONCRETE FILLED, 4 IN TILE, SET BELL UP
 BN0619'AND PROJECTING ABOUT 6 IN.  THIS MARK WAS SET BY THE A.T.
 BN0619'AND T. CO.
 BN0619'
 BN0619'TO REACH THE STATION FROM DRIPPING SPRINGS--GO SOUTH FROM
 BN0619'THE EAST SIDE OF TOWN FROM THE JUNCTION OF HIGHWAYS NOS. U.S.
 BN0619'290 AND TEXAS 12, TOWARD WIMBERLY, 09.3 MILES.  TURN LEFT OFF THE
 BN0619'PAVED ROAD AND GO S.E. ON A GRAVEL ROAD, 00.2 MILE.  THEN
 BN0619'TURN LEFT THROUGH A GATE AND FOLLOW THE CRUSHED ROCK ROAD
 BN0619'NORTH AND NORTHEAST THROUGH THE BRUSH 00.9 MILE TO THE TOP
 BN0619'OF THE PEAK AND THE STATION.
 BN0619
 BN0619                          STATION RECOVERY (1956)
 BN0619
 BN0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0619'THE STATION WAS RECOVERED, AS DESCRIBED, IN GOOD CONDITION.
 BN0619'ALL OTHER MARKS HAVE BEEN DESTROYED DURING GRADING OPERATIONS.
 BN0619'REFERENCE MARKS NUMBERED 3 AND 4 AND AN AZIMUTH MARK WERE
 BN0619'ESTABLISHED.  THE TRUCK ROUTE TO THE STATION WAS FOUND TO BE
 BN0619'ADEQUATE.
 BN0619'
 BN0619'THE STATION MARK IS THE CENTER OF A NAIL SET IN CONCRETE IN
 BN0619'THE TOP OF A 2 INCH IRON PIPE WHICH IS FLUSH WITH THE SURFACE
 BN0619'OF THE GROUND.  IT LIES UNDER THE CENTER OF A FOUR LEGGED
 BN0619'STEEL TOWER WHICH IS 173 FEET IN HEIGHT.
 BN0619'
 BN0619'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED LONEMAN
 BN0619'NO 3 1903, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH
 BN0619'WITH THE SURFACE OF THE HILL.  IT IS LOCATED 26 FEET SOUTH OF
 BN0619'A WIRE FENCE AND ABOUT 3 FEET LOWER THAN THE STATION.
 BN0619'
 BN0619'REFERENCE MARK NUMBER 4 IS A STANDARD DISK, STAMPED LONEMAN
 BN0619'NO 4 1903, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 BN0619'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 17.5
 BN0619'FEET SOUTHEAST OF A POWERLINE POLE, 11 FEET WEST OF A WIRE GATE,
 BN0619'13 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 BN0619'BLOCK BUILDING, 6 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS
 BN0619'POST AND ABOUT 1 FOOT LOWER THAN THE STATION.
 BN0619'
 BN0619'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LONEMAN 1956,
 BN0619'SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 BN0619'SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 0.7 MILE WEST-NORTHWEST
 BN0619'OF THE STATION, 145 FEET EAST OF THE CENTER OF STATE ROAD 12,
 BN0619'38 FEET SOUTH OF THE CENTER OF A GRADED ROAD AND 3 FEET EAST
 BN0619'OF A WHITE 4 IN X 4 IN WITNESS POST.  TO REACH FROM THE STATION.
 BN0619'GO SOUTH, ON THE GRADED ROAD, FOR 1.0 MILE.  PASS THROUGH A
 BN0619'BOARD GATE, TURN RIGHT AND GO WESTERLY FOR 0.15 MILE.  TURN
 BN0619'RIGHT, ONTO STATE ROAD 12, AND GO NORTH FOR 0.2 MILE.  TURN
 BN0619'RIGHT AND GO EASTERLY FOR 145 FEET TO THE AZIMUTH MARK ON
 BN0619'THE RIGHT HAND SIDE OF THE ROAD.
 BN0619'
 BN0619'OBSERVATIONS WERE MADE FROM A FOUR FOOT STAND.
 BN0619
 BN0619                          STATION RECOVERY (1959)
 BN0619
 BN0619'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 BN0619'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 BN0619'AS DESCRIBED.
 BN0619'
 BN0619'STATION IS LOCATED DIRECTLY UNDER LONEMAN MTN., A.T. AND T.
 BN0619'TV RELAY TOWER.
 BN0619
 BN0619                          STATION RECOVERY (1963)
 BN0619
 BN0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BN0619'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30098-2, STATION 1010.
 BN0619'RECOVERED BY USGS IN 1963.
 BN0619'STATION MARK--CENTER OF A NAIL SET IN CONCRETE IN THE TOP OF 2-IN.
 BN0619'IRON PIPE, FLUSH WITH THE SURFACE OF THE GROUND.  IT LIES UNDER THE
 BN0619'CENTER OF A 4 LEGGED STEEL TOWER (A T AND T CO. TV RELAY TOWER), 173
 BN0619'FT. IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0786 ***********************************************************************
 BN0786  DESIGNATION -  LONESOME
 BN0786  PID         -  BN0786
 BN0786  STATE/COUNTY-  TX/MENARD
 BN0786  USGS QUAD   -  HEXT (1970)
 BN0786
 BN0786                         *CURRENT SURVEY CONTROL
 BN0786  ___________________________________________________________________
 BN0786* NAD 83(1993)-  30 48 08.63881(N)    099 34 54.97769(W)     ADJUSTED  
 BN0786* NAVD 88     -       650.     (meters)    2133.     (feet)  SCALED    
 BN0786  ___________________________________________________________________
 BN0786  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BN0786  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 BN0786
 BN0786  HORZ ORDER  -  FIRST
 BN0786
 BN0786.The horizontal coordinates were established by classical geodetic methods
 BN0786.and adjusted by the National Geodetic Survey in February 1996..
 BN0786
 BN0786.The orthometric height was scaled from a topographic map.
 BN0786
 BN0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0786
 BN0786.The geoid height was determined by GEOID03.
 BN0786
 BN0786;                    North         East     Units Scale Factor Converg.
 BN0786;SPC TX C     - 3,126,144.466   771,900.361   MT  0.99988774   +0 23 13.2
 BN0786;SPC TX C     -10,256,358.97  2,532,476.43   sFT  0.99988774   +0 23 13.2
 BN0786;UTM  14      - 3,407,847.964   444,329.964   MT  0.99963823   -0 17 52.8
 BN0786
 BN0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0786!SPC TX C     -   0.99990149  x   0.99988774  =   0.99978925
 BN0786!UTM  14      -   0.99990149  x   0.99963823  =   0.99953976
 BN0786
 BN0786|---------------------------------------------------------------------|
 BN0786| PID    Reference Object                     Distance      Geod. Az  |
 BN0786|                                                           dddmmss.s |
 BN0786| CV5543 LONESOME RM 2                        21.442 METERS 11232     |
 BN0786| CV5541 LONESOME AZ MK                                     2150916.2 |
 BN0786| CV5542 LONESOME RM 1                        25.625 METERS 33749     |
 BN0786|---------------------------------------------------------------------|
 BN0786
 BN0786                          SUPERSEDED SURVEY CONTROL
 BN0786
 BN0786  NAD 83(1986)-  30 48 08.64646(N)    099 34 54.96275(W) AD(       ) 1
 BN0786  NAD 27      -  30 48 08.00500(N)    099 34 53.72900(W) AD(       ) 1
 BN0786
 BN0786.Superseded values are not recommended for survey control.
 BN0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0786.See file dsdata.txt to determine how the superseded data were derived.
 BN0786
 BN0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV4433007848(NAD 83)
 BN0786_MARKER: DS = TRIANGULATION STATION DISK
 BN0786_SETTING: 66 = SET IN ROCK OUTCROP
 BN0786_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0786
 BN0786  HISTORY     - Date     Condition        Report By
 BN0786  HISTORY     - 1935     MONUMENTED       CGS
 BN0786  HISTORY     - 1973     GOOD             LOCENG
 BN0786
 BN0786                          STATION DESCRIPTION
 BN0786
 BN0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0786'STATION IS LOCATED ON THE LAND OF W.W. WILLIAMSON, 14 MILES
 BN0786'ESE OF MENARD AND 5-1/2 MILES SW OF HEXT POST OFFICE, ON TOP
 BN0786'OF A PROMINENT HILL WITH WINDMILL AND WATER TANK, KNOWN LOCALLY
 BN0786'AS HIGH LONESOME.
 BN0786'
 BN0786'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 BN0786'IN BEDROCK.
 BN0786'
 BN0786'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 BN0786'CONCRETE.
 BN0786'
 BN0786'REFERENCE MARK NO. 1 IS 25.625 METERS (84.09 FEET) NNW OF
 BN0786'STATION.  MARK PROJECTS 8 INCHES.
 BN0786'
 BN0786'REFERENCE MARK NO. 2 IS 21.442 METERS (70.35 FEET) ESE OF
 BN0786'STATION.  MARK PROJECTS ABOUT 12 INCHES.
 BN0786'
 BN0786'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SSW OF STATION, 5 FEET
 BN0786'NW OF TRIANGULAR BLAZE ON LARGE LIVE OAK TREE.  MARK PROJECTS
 BN0786'ABOUT 6 INCHES.
 BN0786'
 BN0786'REACHED FROM THE HEXT POST OFFICE (A SMALL VILLAGE ABOUT 11
 BN0786'MILES ESE OF MENARD AND 17 MILES SW OF BRADY) BY GOING S ON
 BN0786'MAIN GRADED ROAD FOR 5.3 MILES TO LOCKED GATE ON RIGHT.  THE
 BN0786'KEY FOR THIS GATE MAY BE OBTAINED AT THE WILLIAMSON RANCH
 BN0786'HOUSE.  TO REACH HOUSE, CONTINUE S FOR 3.4 MILES, THEN TAKE
 BN0786'MAIN ROAD RIGHT W AT ROAD END FOR 0.35 MILE, THEN TURN RIGHT (S)
 BN0786'THROUGH GATE AT MAIN ROAD JUNCTION FOR 0.4 MILE TO RANCH HOUSE.
 BN0786'TURN RIGHT W AT LOCKED GATE AND GO 0.3 MILE TO ABANDONED
 BN0786'HOUSE, WINDMILL AND TANK.  PASS THROUGH CORRAL AND TAKE DIM
 BN0786'PASTURE ROAD NW FOR 0.4 MILE, THEN TAKE LEFT FORK AT
 BN0786'TRIANGULAR BLAZED TREE FOR 1.0 MILE, THEN TAKE MAIN LEFT FORK
 BN0786'W FOR 1.2 MILES TO TOP OF PROMINENT HILL, WINDMILL, WATER
 BN0786'TANK, TRIANGULAR BLAZED TREE AND STATION.
 BN0786'
 BN0786'STATION IS 29.6 FEET E OF SE CORNER OF WATER TANK, 19.2 FEET
 BN0786'SE OF WATER WELL PIPE, IN CENTER OF WINDMILL TOWER, SET IN
 BN0786'BEDROCK ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND.
 BN0786'
 BN0786'HEIGHT OF LIGHT ABOVE STATION MARK-14 METERS.
 BN0786
 BN0786                          STATION RECOVERY (1973)
 BN0786
 BN0786'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RM)
 BN0786'RECOVERED BY--MULDROW AND ASSOC INC
 BN0786'
 BN0786'BAKER 1935-GOOD
 BN0786'
 BN0786'RM NO 1-GOOD
 BN0786'
 BN0786'RM NO 2-GOOD
 BN0786'
 BN0786'(AZI MK) BAKER 1935-GOOD
 BN0786'
 BN0786'DESCRIPTION IS OK MARK IS STILL LOCATED ON LOCKED RANCH AND
 BN0786'NO WITNESS POST NECESSARY AT THIS TIME.
 BN0786'
 BN0786'DIRECTION TO RM NO 2 SHOULD BE 183 DEG 05 MIN PLUS OR MINUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1808 ***********************************************************************
 AY1808  DESIGNATION -  LONESTAR
 AY1808  PID         -  AY1808
 AY1808  STATE/COUNTY-  TX/BEXAR
 AY1808  USGS QUAD   -  LONGHORN (1992)
 AY1808
 AY1808                         *CURRENT SURVEY CONTROL
 AY1808  ___________________________________________________________________
 AY1808* NAD 83(1993)-  29 30 17.67364(N)    098 27 33.05039(W)     ADJUSTED  
 AY1808* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 AY1808  ___________________________________________________________________
 AY1808  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AY1808  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AY1808
 AY1808  HORZ ORDER  -  FIRST
 AY1808
 AY1808.The horizontal coordinates were established by classical geodetic methods
 AY1808.and adjusted by the National Geodetic Survey in February 1996..
 AY1808
 AY1808.The orthometric height was scaled from a topographic map.
 AY1808
 AY1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1808
 AY1808.The geoid height was determined by GEOID03.
 AY1808
 AY1808;                    North         East     Units Scale Factor Converg.
 AY1808;SPC TXSC     - 4,185,376.187   652,431.584   MT  0.99986763   +0 15 53.8
 AY1808;SPC TXSC     -13,731,521.71  2,140,519.29   sFT  0.99986763   +0 15 53.8
 AY1808;UTM  14      - 3,264,049.196   552,418.141   MT  0.99963390   +0 15 58.9
 AY1808
 AY1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1808!SPC TXSC     -   0.99996440  x   0.99986763  =   0.99983203
 AY1808!UTM  14      -   0.99996440  x   0.99963390  =   0.99959831
 AY1808
 AY1808:                Primary Azimuth Mark                     Grid Az
 AY1808:SPC TXSC     -  LONESTAR AZ MK                           027 30 38.3
 AY1808:UTM  14      -  LONESTAR AZ MK                           027 30 33.2
 AY1808
 AY1808|---------------------------------------------------------------------|
 AY1808| PID    Reference Object                     Distance      Geod. Az  |
 AY1808|                                                           dddmmss.s |
 AY1808| CV5544 LONESTAR AZ MK                                     0274632.1 |
 AY1808| AY1810 LONGHORN PORTLAND CEMENT CO TK      APPROX. 6.4 KM 0602410.4 |
 AY1808| AY1868 FORT SAM HOUSTON MUSHROOM TANK      APPROX. 5.7 KM 1652748.3 |
 AY1808| AY1872 SAN ANTONIO WOODMAN HOSP TANK       APPROX. 1.4 KM 1671742.6 |
 AY1808| AY1877 FORT SAM HOUSTON BROOKE MC CUP      APPROX. 4.4 KM 1673357.7 |
 AY1808| AY1876 SAN ANTONIO TERR HILLS MUN TK       APPROX. 2.1 KM 1683933.8 |
 AY1808| AY1873 HOUSTON                             APPROX. 7.0 KM 1695348.4 |
 AY1808| AY1861 SAN ANTONIO COUNTRY CLUB TANK       APPROX. 4.2 KM 1732651.0 |
 AY1808| CV5545 LONESTAR RM 1                        44.120 METERS 17707     |
 AY1808| AY1855 FORT SAM HOUSTON W WATER TANK       APPROX. 6.7 KM 1823019.3 |
 AY1808| AY1856 FORT SAM HOUSTON CLOCK TOWER        APPROX. 6.7 KM 1823753.3 |
 AY1808| AY1881 SAN ANTONIO ALAMO HTS MUN TANK      APPROX. 2.3 KM 1960744.5 |
 AY1808| AY1865 SAN ANTONIO TEX MIL INST TANK       APPROX. 2.6 KM 2244229.2 |
 AY1808| CV5546 LONESTAR RM 2                        40.142 METERS 25218     |
 AY1808| AY1809 SAN ANTONIO H P MORRIS TANK         APPROX. 0.9 KM 3184020.1 |
 AY1808| AY1813 SAN ANTONIO INTL APT CON TR BN      APPROX. 3.0 KM 3315941.0 |
 AY1808|---------------------------------------------------------------------|
 AY1808
 AY1808                          SUPERSEDED SURVEY CONTROL
 AY1808
 AY1808  NAD 83(1986)-  29 30 17.67864(N)    098 27 33.03286(W) AD(       ) 1
 AY1808  NAD 27      -  29 30 16.84900(N)    098 27 31.97300(W) AD(       ) 1
 AY1808
 AY1808.Superseded values are not recommended for survey control.
 AY1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1808.See file dsdata.txt to determine how the superseded data were derived.
 AY1808
 AY1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5241864049(NAD 83)
 AY1808_MARKER: DS = TRIANGULATION STATION DISK
 AY1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1808
 AY1808  HISTORY     - Date     Condition        Report By
 AY1808  HISTORY     - 1953     MONUMENTED       CGS
 AY1808  HISTORY     - 1953     GOOD             AMS
 AY1808  HISTORY     - 1975     GOOD             NGS
 AY1808  HISTORY     - 1988     GOOD             USPSQD
 AY1808  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1808  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY1808
 AY1808                          STATION DESCRIPTION
 AY1808
 AY1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1808'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF THE CENTER
 AY1808'OF SAN ANTONIO AT THE JUNCTION OF NORTH NEW BRAUNFELS AVENUE
 AY1808'AND NACOGDOCHES DRIVE AND AT THE LONESTAR ICE COMPANIES
 AY1808'STORE NO. 15.
 AY1808'
 AY1808'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON NACOGDOCHES
 AY1808'DRIVE FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AY1808'
 AY1808'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1808'STAMPED LONESTAR 1953 IS 30 FEET SOUTHWEST OF THE CENTER
 AY1808'OF N. NEW BRAUNFELS AVENUE AND 40 FEET EAST OF THE CENTER OF
 AY1808'NACOGDOCHES DRIVE IN A CULTIVATED FLOWER PLOT.  THE MARK IS
 AY1808'FLUSH WITH THE GROUND.
 AY1808'
 AY1808'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AY1808'MONUMENT, STAMPED LONESTAR NO. 1 1953 IS 25 FEET SOUTHWEST
 AY1808'OF THE CENTER OF N. NEW BRAUNFELS AVENUE AND 24 FEET EAST
 AY1808'OF THE SOUTHEAST CORNER OF THE LONESTAR STORE.  THE MARK
 AY1808'PROJECTS 6 INCHES.
 AY1808'
 AY1808'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AY1808'MONUMENT, STAMPED LONESTAR NO 2 1953 IS 27 FEET WEST OF
 AY1808'THE CENTER OF NACOGDOCHES DRIVE AND 4 FEET WEST OF A FENCE.
 AY1808'THE MARK PROJECTS 4 INCHES.
 AY1808'
 AY1808'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1808'STAMPED LONESTAR 1953 IS 21 FEET WEST OF THE CENTER OF NACOGDOCHES
 AY1808'DRIVE, 18 FEET SOUTH OF A SMALL DRIVEWAY, 2 FEET SOUTH OF
 AY1808'A POWER POLE, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 AY1808'2 INCHES.
 AY1808'
 AY1808'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1808
 AY1808                          STATION RECOVERY (1953)
 AY1808
 AY1808'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1808'STATION WAS RECOVERED IN GOOD CONDITION AND IS SET IN A GRASS
 AY1808'ISLAND AT JUNCTION OF STREETS.  IT IS 33 FEET WEST OF THE
 AY1808'CENTERLINE OF THE DUE N-S STREET.  IT IS 85 FT. NORTH OF
 AY1808'THE NE CORNER OF A BUILDING.  IT IS 42 FEET SOUTHEAST OF
 AY1808'THE CENTERLINE OF NE-SW STREET, AND IT IS 23 FEET SOUTH
 AY1808'OF THE NORTH TIP OF GRASS ISLAND.
 AY1808
 AY1808                          STATION RECOVERY (1975)
 AY1808
 AY1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 AY1808'THE STATION AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION
 AY1808'AS DESCRIBED BY C.T.H. IN 1953.  R.M. NO. 2 AND THE AZIMUTH
 AY1808'MARK WERE NOT RECOVERED.  A 1/2 HR. SEARCH WAS CONDUCTED
 AY1808'FOR THE AZIMUTH MARK AND R.M. NO. 2.
 AY1808'
 AY1808'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SAN
 AY1808'ANTONIO
 AY1808
 AY1808                          STATION RECOVERY (1988)
 AY1808
 AY1808'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY1808'RECOVERED IN GOOD CONDITION.
 AY1808
 AY1808                          STATION RECOVERY (1989)
 AY1808
 AY1808'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1808'MARK NOT FOUND.
 AY1808
 AY1808                          STATION RECOVERY (1999)
 AY1808
 AY1808'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1285 ***********************************************************************
 AJ1285  DESIGNATION -  LONG
 AJ1285  PID         -  AJ1285
 AJ1285  STATE/COUNTY-  TX/DUVAL
 AJ1285  USGS QUAD   -  REALITOS (1967)
 AJ1285
 AJ1285                         *CURRENT SURVEY CONTROL
 AJ1285  ___________________________________________________________________
 AJ1285* NAD 83(1993)-  27 28 57.97124(N)    098 37 11.66067(W)     ADJUSTED  
 AJ1285* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 AJ1285  ___________________________________________________________________
 AJ1285  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AJ1285  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AJ1285
 AJ1285  HORZ ORDER  -  THIRD
 AJ1285
 AJ1285.The horizontal coordinates were established by classical geodetic methods
 AJ1285.and adjusted by the National Geodetic Survey in February 1996..
 AJ1285
 AJ1285.The orthometric height was scaled from a topographic map.
 AJ1285
 AJ1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1285
 AJ1285.The geoid height was determined by GEOID03.
 AJ1285
 AJ1285;                    North         East     Units Scale Factor Converg.
 AJ1285;SPC TX S     - 5,201,216.977   288,150.844   MT  0.99993000   -0 03 16.0
 AJ1285;SPC TX S     -17,064,326.03    945,374.89   sFT  0.99993000   -0 03 16.0
 AJ1285;UTM  14      - 3,039,965.755   537,548.907   MT  0.99961740   +0 10 31.5
 AJ1285
 AJ1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1285!SPC TX S     -   0.99997460  x   0.99993000  =   0.99990461
 AJ1285!UTM  14      -   0.99997460  x   0.99961740  =   0.99959201
 AJ1285
 AJ1285|---------------------------------------------------------------------|
 AJ1285| PID    Reference Object                     Distance      Geod. Az  |
 AJ1285|                                                           dddmmss.s |
 AJ1285| CV2611 LONG RM 2                            16.516 METERS 00638     |
 AJ1285| CV2610 LONG RM 1                            16.590 METERS 24130     |
 AJ1285| CV2609 LONG AZ MK                                         3401358.4 |
 AJ1285|---------------------------------------------------------------------|
 AJ1285
 AJ1285                          SUPERSEDED SURVEY CONTROL
 AJ1285
 AJ1285  NAD 83(1986)-  27 28 57.97639(N)    098 37 11.63462(W) AD(       ) 3
 AJ1285  NAD 27      -  27 28 56.85410(N)    098 37 10.58170(W) AD(       ) 3
 AJ1285
 AJ1285.Superseded values are not recommended for survey control.
 AJ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1285.See file dsdata.txt to determine how the superseded data were derived.
 AJ1285
 AJ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3754939966(NAD 83)
 AJ1285_MARKER: DS = TRIANGULATION STATION DISK
 AJ1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1285
 AJ1285  HISTORY     - Date     Condition        Report By
 AJ1285  HISTORY     - 1961     MONUMENTED       CGS
 AJ1285
 AJ1285                          STATION DESCRIPTION
 AJ1285
 AJ1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1285'THE STATION IS APPROXIMATELY 13 MILES NORTH OF HEBBRONVILLE,
 AJ1285'14-3/4 MILES SOUTHWEST OF BENAVIDES, 6-1/2 MILES NORTHWEST
 AJ1285'OF REALITOS, ON PROPERTY OWNED BY THE DRISCOLL ESTATE AND
 AJ1285'LEASED BY MR. HOLMES DINN.
 AJ1285'
 AJ1285'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 359
 AJ1285'AND FARM ROAD 716, IN REALITOS, GO NORTHEAST ON HIGHWAY 359
 AJ1285'FOR 5.1 MILES TO A SIDE ROAD ON THE LEFT AT A SIGN ON THE
 AJ1285'LEFT CONTINENTAL OIL CO.  TURN LEFT, NORTHWESTERLY, ON THE
 AJ1285'CLICHE ROAD FOR 5.5 MILES TO A CROSSROAD AND A NUMBER OF
 AJ1285'STORAGE TANKS ON THE LEFT.  TURN LEFT, SOUTHWESTERLY, ON
 AJ1285'A CLICHE ROAD FOR 0.45 MILE TO A ROAD FORK AT WELL NO. 48
 AJ1285'ON THE RIGHT.  BEAR RIGHT FOR 0.1 MILE TO A REVERSE Y FORK.
 AJ1285'BEAR RIGHT FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 AJ1285'LEFT, SOUTHERLY, ON A GRADED ROAD FOR 0.55 MILE TO A
 AJ1285'T-INTERSECTION AT A CATTLE GUARD ON THE RIGHT.  TURN LEFT,
 AJ1285'SOUTHERLY, ON A GRADED ROAD FOR 0.85 MILE TO A ROAD FORK
 AJ1285'AT A SWIMMING POOL ON THE RIGHT.  BEAR RIGHT FOR 0.1 MILE
 AJ1285'TO A ROAD FORK BY WELL NO. B 19.  BEAR RIGHT, CROSS
 AJ1285'CATTLE GUARD, AND GO SOUTHWESTERLY ON THE GRADED ROAD FOR
 AJ1285'0.25 MILE TO A PUMP-HOUSE ON THE RIGHT AND A LOCKED GATE ON
 AJ1285'THE LEFT.  PASS THROUGH THE GATE, TURN SHARP RIGHT THROUGH
 AJ1285'A BOARD GATE, THEN TURN SHARP LEFT ALONG THE FENCE FOR 0.15
 AJ1285'MILE TO A BOARD GATE.  PASS THROUGH THE GATE, GO ABOUT 60
 AJ1285'FEET, TURN RIGHT ON A SANDY TRACK ROAD AND GO WESTERLY
 AJ1285'FOR 1.4 MILES TO A WINDMILL ON THE RIGHT AT A
 AJ1285'CROSSROAD.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD,
 AJ1285'WESTERLY, FOR 1.5 MILE TO A WINDMILL AND CATTLE PENS.  TURN
 AJ1285'RIGHT, NORTHWESTERLY, AND GO 0.15 MILE ON THE TRACK ROAD TO
 AJ1285'THE STATION ON THE RIGHT.  CONTINUE NORTHWESTERLY ON
 AJ1285'THE TRACK ROAD FOR 1.0 MILE TO A BOARD GATE AND THE AZIMUTH
 AJ1285'MARK ON THE RIGHT.
 AJ1285'
 AJ1285'STATION MARKS ARE STANDARD DISKS STAMPED LONG 1961.  THE
 AJ1285'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1285'5 INCHES.  IT IS APPROXIMATELY 0.15 MILE NORTHWEST OF A WINDMILL,
 AJ1285'22.5 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD AND 4.1
 AJ1285'FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 AJ1285'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE
 AJ1285'OF THE GROUND.
 AJ1285'
 AJ1285'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LONG NO 1 1961,
 AJ1285'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AJ1285'IT IS 31.5 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 AJ1285'
 AJ1285'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LONG NO 2 1961,
 AJ1285'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AJ1285'IT IS 46 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD.
 AJ1285'
 AJ1285'AZIMUTH MARK, A STANDARD DISK STAMPED LONG 1961, IS SET IN
 AJ1285'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 16 FEET
 AJ1285'NORTHEAST OF THE CENTER OF THE GATE, 2.4 FEET EAST OF A
 AJ1285'METAL WITNESS POST AND 2 FEET SOUTHEAST OF A FENCE.
 AJ1285'
 AJ1285'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1012 ***********************************************************************
 CA1012  DESIGNATION -  LONG
 CA1012  PID         -  CA1012
 CA1012  STATE/COUNTY-  TX/SAN SABA
 CA1012  USGS QUAD   -  BEND (1979)
 CA1012
 CA1012                         *CURRENT SURVEY CONTROL
 CA1012  ___________________________________________________________________
 CA1012* NAD 83(1993)-  31 03 53.68812(N)    098 36 05.64510(W)     ADJUSTED  
 CA1012* NAVD 88     -       489.65   (+/-2cm)    1606.5    (feet)  VERTCON   
 CA1012  ___________________________________________________________________
 CA1012  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 CA1012  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CA1012
 CA1012  HORZ ORDER  -  FIRST
 CA1012  VERT ORDER  -  THIRD ? (See Below)
 CA1012
 CA1012.The horizontal coordinates were established by classical geodetic methods
 CA1012.and adjusted by the National Geodetic Survey in February 1996..
 CA1012
 CA1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1012.The vertical order pertains to the NGVD 29 superseded value.
 CA1012
 CA1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1012
 CA1012.The geoid height was determined by GEOID03.
 CA1012
 CA1012;                    North         East     Units Scale Factor Converg.
 CA1012;SPC TX C     - 3,156,289.017   865,252.703   MT  0.99988236   +0 53 31.1
 CA1012;SPC TX C     -10,355,258.22  2,838,749.91   sFT  0.99988236   +0 53 31.1
 CA1012;UTM  14      - 3,436,864.200   538,011.080   MT  0.99961782   +0 12 20.1
 CA1012
 CA1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1012!SPC TX C     -   0.99992692  x   0.99988236  =   0.99980929
 CA1012!UTM  14      -   0.99992692  x   0.99961782  =   0.99954477
 CA1012
 CA1012|---------------------------------------------------------------------|
 CA1012| PID    Reference Object                     Distance      Geod. Az  |
 CA1012|                                                           dddmmss.s |
 CA1012| CV5547 LONG RM 1                            28.793 METERS 05855     |
 CA1012| CA1011 PARKS                               APPROX. 7.4 KM 1182710.8 |
 CA1012| CV5548 LONG RM 2                            30.587 METERS 13605     |
 CA1012| CV5549 LONG RM 3                            28.612 METERS 21857     |
 CA1012|---------------------------------------------------------------------|
 CA1012
 CA1012                          SUPERSEDED SURVEY CONTROL
 CA1012
 CA1012  NAD 83(1986)-  31 03 53.69900(N)    098 36 05.63103(W) AD(       ) 1
 CA1012  NAD 27      -  31 03 53.09300(N)    098 36 04.49500(W) AD(       ) 1
 CA1012  NGVD 29 (07/19/86)  489.58   (m)         1606.2    (f) LEVELING    3  
 CA1012
 CA1012.Superseded values are not recommended for survey control.
 CA1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1012.See file dsdata.txt to determine how the superseded data were derived.
 CA1012
 CA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3801136864(NAD 83)
 CA1012_MARKER: DS = TRIANGULATION STATION DISK
 CA1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1012_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1012
 CA1012  HISTORY     - Date     Condition        Report By
 CA1012  HISTORY     - 1935     MONUMENTED       CGS
 CA1012  HISTORY     - 1937     GOOD             TXHD
 CA1012  HISTORY     - 1957     GOOD             CGS
 CA1012
 CA1012                          STATION DESCRIPTION
 CA1012
 CA1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1012'STATION IS ON THE LAND OF N. LONG, ABOUT 11-1/2 MILES SE OF
 CA1012'SAN SABA, ABOUT 2 MILES W OF CHAPPEL.
 CA1012'
 CA1012'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 1 ARE STANDARD
 CA1012'BRONZE DISKS SET IN CONCRETE.
 CA1012'
 CA1012'REFERENCE MARKS NO. 2 AND 3 ARE STANDARD BRONZE DISKS WEDGED
 CA1012'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CA1012'
 CA1012'REFERENCE MARK NO. 1 IS NE OF STATION, 25 FEET E OF THE
 CA1012'CENTER LINE OF ROAD, 1 FOOT W OF FENCE, AND PROJECTS 10 INCHES.
 CA1012'
 CA1012'REFERENCE MARK NO. 2 IS SE OF STATION, 4 FEET E OF FENCE,
 CA1012'AND 24 FEET E OF THE CENTER LINE OF ROAD.
 CA1012'
 CA1012'REFERENCE MARK NO. 3 IS SW BY S OF THE STATION, 110 FEET W
 CA1012'OF THE CENTER LINE OF ROAD, AND 67 FEET W OF FENCE.
 CA1012'
 CA1012'TO REACH FROM THE COURTHOUSE IN SAN SABA.  GO S ON STREET
 CA1012'TO E OF COURTHOUSE, ARROW LLANO 31 MILES, FOR 0.6 MILE, TURN
 CA1012'LEFT AT T-ROAD, GO 12.0 MILES TO STATION ON RIGHT.  MARK IS
 CA1012'45 FEET W OF THE CENTER LINE OF ROAD, 16 FEET W OF FENCE,
 CA1012'AND PROJECTS 6 INCHES.
 CA1012'
 CA1012'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 CA1012
 CA1012                          STATION RECOVERY (1937)
 CA1012
 CA1012'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1012'STATION RECOVERED AS DESCRIBED.  SURFACE MARK IN GOOD CONDITION.
 CA1012
 CA1012                          STATION RECOVERY (1957)
 CA1012
 CA1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 CA1012'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 CA1012'AS DESCRIBED IN THE 1935 DESCRIPTION.  ALL OF THE MARKS ARE
 CA1012'IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE FOR
 CA1012'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0826 ***********************************************************************
 DO0826  DESIGNATION -  LONG
 DO0826  PID         -  DO0826
 DO0826  STATE/COUNTY-  TX/WILBARGER
 DO0826  USGS QUAD   -  FRANKLIN BEND (1966)
 DO0826
 DO0826                         *CURRENT SURVEY CONTROL
 DO0826  ___________________________________________________________________
 DO0826* NAD 83(1993)-  33 50 34.63344(N)    099 06 20.64514(W)     ADJUSTED  
 DO0826* NAVD 88     -       385.4    (meters)    1264.     (feet)  VERTCON   
 DO0826  ___________________________________________________________________
 DO0826  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DO0826  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DO0826
 DO0826  HORZ ORDER  -  FIRST
 DO0826
 DO0826.The horizontal coordinates were established by classical geodetic methods
 DO0826.and adjusted by the National Geodetic Survey in February 1996..
 DO0826
 DO0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0826
 DO0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0826
 DO0826.The geoid height was determined by GEOID03.
 DO0826
 DO0826;                    North         East     Units Scale Factor Converg.
 DO0826;SPC TXNC     - 2,241,499.074   543,938.664   MT  0.99996784   -0 19 49.3
 DO0826;SPC TXNC     - 7,353,984.88  1,784,572.10   sFT  0.99996784   -0 19 49.3
 DO0826;UTM  14      - 3,744,748.248   490,217.689   MT  0.99960118   -0 03 32.0
 DO0826
 DO0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0826!SPC TXNC     -   0.99994395  x   0.99996784  =   0.99991180
 DO0826!UTM  14      -   0.99994395  x   0.99960118  =   0.99954516
 DO0826
 DO0826|---------------------------------------------------------------------|
 DO0826| PID    Reference Object                     Distance      Geod. Az  |
 DO0826|                                                           dddmmss.s |
 DO0826| CX8560 LONG RM 2                            10.364 METERS 08845     |
 DO0826| CX8558 LONG AZ MK                                         2250020.7 |
 DO0826| CX8559 LONG RM 1                            10.268 METERS 35954     |
 DO0826|---------------------------------------------------------------------|
 DO0826
 DO0826                          SUPERSEDED SURVEY CONTROL
 DO0826
 DO0826  NAD 83(1993)-  33 50 34.63356(N)    099 06 20.64508(W) AD(       ) 1
 DO0826  NAD 83(1986)-  33 50 34.63981(N)    099 06 20.63480(W) AD(       ) 1
 DO0826  NAD 27      -  33 50 34.30897(N)    099 06 19.37480(W) AD(       ) 1
 DO0826  NGVD 29 (07/19/86)  385.3    (m)         1264.     (f) VERT ANG       
 DO0826
 DO0826.Superseded values are not recommended for survey control.
 DO0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0826.See file dsdata.txt to determine how the superseded data were derived.
 DO0826
 DO0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9021844748(NAD 83)
 DO0826_MARKER: Z = SEE DESCRIPTION
 DO0826_SETTING: 0 = UNSPECIFIED SETTING
 DO0826
 DO0826  HISTORY     - Date     Condition        Report By
 DO0826  HISTORY     - 1965     MONUMENTED       CGS
 DO0826  HISTORY     - 1975     GOOD             NGS
 DO0826
 DO0826                          STATION DESCRIPTION
 DO0826
 DO0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0826'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DO0826'RECOVERED AND FOUND IN GOOD CONDITION, HOWEVER, A DIFFERENCE OF
 DO0826'0.017 METERS LONGER IN DISTANCE TO REFERENCE MARK 1 AND 0.011
 DO0826'METERS SHORTER IN DISTANCE TO REFERENCE MARK 2 WAS NOTED AND
 DO0826'VERIFIED, THE DIRECTIONS BETWEEN THE REFERENCE MARKS CHECKED
 DO0826'ADEQUATELY AND A DIFFERENCE OF 18.9 SECONDS GREATER WAS
 DO0826'NOTED IN THE DIRECTIONS TO THE AZIMUTH MARK AND VERIFIED.
 DO0826'
 DO0826'THE ROUTE TO THE STATION AND THE CARDINAL DIRECTIONS FOR THE MARKS
 DO0826'ARE COMPLETELY ADEQUATE TO THE 1965 DESCRIPTION.
 DO0826'
 DO0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19-1/2 MILES
 DO0826'NORTH-NORTHEAST OF SEYMOUR.
 DO0826'
 DO0826'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2702 ***********************************************************************
 CS2702  DESIGNATION -  LONG
 CS2702  PID         -  CS2702
 CS2702  STATE/COUNTY-  TX/ELLIS
 CS2702  USGS QUAD   -  CRYER CREEK (1978)
 CS2702
 CS2702                         *CURRENT SURVEY CONTROL
 CS2702  ___________________________________________________________________
 CS2702* NAD 83(1993)-  32 14 50.47024(N)    096 43 56.21354(W)     ADJUSTED  
 CS2702* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 CS2702  ___________________________________________________________________
 CS2702  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 CS2702  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CS2702
 CS2702  HORZ ORDER  -  SECOND
 CS2702
 CS2702.The horizontal coordinates were established by classical geodetic methods
 CS2702.and adjusted by the National Geodetic Survey in February 1996..
 CS2702
 CS2702.The orthometric height was scaled from a topographic map.
 CS2702
 CS2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2702
 CS2702.The geoid height was determined by GEOID03.
 CS2702
 CS2702;                    North         East     Units Scale Factor Converg.
 CS2702;SPC TXNC     - 2,065,795.209   766,574.486   MT  0.99997037   +0 57 50.8
 CS2702;SPC TXNC     - 6,777,529.78  2,515,003.13   sFT  0.99997037   +0 57 50.8
 CS2702;UTM  14      - 3,570,110.079   713,645.294   MT  1.00016291   +1 12 37.6
 CS2702
 CS2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2702!SPC TXNC     -   0.99998087  x   0.99997037  =   0.99995124
 CS2702!UTM  14      -   0.99998087  x   1.00016291  =   1.00014378
 CS2702
 CS2702:                Primary Azimuth Mark                     Grid Az
 CS2702:SPC TXNC     -  ENNIS TOWER HILL WATER TANK              040 14 28.3
 CS2702:UTM  14      -  ENNIS TOWER HILL WATER TANK              039 59 41.5
 CS2702
 CS2702|---------------------------------------------------------------------|
 CS2702| PID    Reference Object                     Distance      Geod. Az  |
 CS2702|                                                           dddmmss.s |
 CS2702| CS2679 ENNIS TOWER HILL WATER TANK         APPROX.13.5 KM 0411219.1 |
 CS2702| CY1528 LONG RM 1                            30.806 METERS 09045     |
 CS2702| CS2705 LONG 2 RM 5                         APPROX. 1.0 KM 2153635.9 |
 CS2702| CY1527 LONG AZ MK                                         2162616.4 |
 CS2702| CY1529 LONG RM 2                            40.404 METERS 22655     |
 CS2702| CY1531 LONG 2 RM 4                                        25648     |
 CS2702| CS2704 LONG 2                               15.068 METERS 34206     |
 CS2702|---------------------------------------------------------------------|
 CS2702
 CS2702                          SUPERSEDED SURVEY CONTROL
 CS2702
 CS2702  NAD 83(1986)-  32 14 50.47795(N)    096 43 56.19442(W) AD(       ) 2
 CS2702  NAD 27      -  32 14 49.94800(N)    096 43 55.22100(W) AD(       ) 2
 CS2702
 CS2702.Superseded values are not recommended for survey control.
 CS2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2702.See file dsdata.txt to determine how the superseded data were derived.
 CS2702
 CS2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1364570110(NAD 83)
 CS2702_MARKER: DS = TRIANGULATION STATION DISK
 CS2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2702
 CS2702  HISTORY     - Date     Condition        Report By
 CS2702  HISTORY     - 1949     MONUMENTED       CGS
 CS2702  HISTORY     - 1958     GOOD             USGS
 CS2702  HISTORY     - 1964     GOOD             CGS
 CS2702  HISTORY     - 1975     GOOD             NGS
 CS2702
 CS2702                          STATION DESCRIPTION
 CS2702
 CS2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2702'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ENNIS AND 10
 CS2702'MILES NORTHEAST OF ITALY, ON THE RIGHT-OF-WAY OF STATE ROUTE
 CS2702'34.  IT IS 32 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 CS2702'THE ROAD, 133 FEET NORTHEAST OF A POWERLINE POLE AND ACROSS THE
 CS2702'ROAD FROM A FARMHOUSE.  THE SURFACE-STATION MARK IS ABOUT 8
 CS2702'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISC IS STAMPED,
 CS2702'LONG 1949.
 CS2702'
 CS2702'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY OF STATE ROUTE 34,
 CS2702'42 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD AND
 CS2702'NEAR A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES
 CS2702'AND THE DISC IS STAMPED, LONG NO 1 1949.
 CS2702'
 CS2702'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY OF STATE ROUTE 34,
 CS2702'51 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD AND
 CS2702'1/2 FOOT EAST OF A POWERLINE POLE.  THE MARK PROJECTS ABOUT
 CS2702'4 INCHES AND THE DISC IS STAMPED, LONG NO 2 1949.
 CS2702'
 CS2702'AZIMUTH MARK IS ON THE RIGHT OF WAY OF STATE ROUTE 34, 51 FEET
 CS2702'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 1 FOOT
 CS2702'EAST OF A POWERLINE POLE.  THE MARK PROJECTS ABOUT 3 INCHES
 CS2702'AND THE DISC IS STAMPED, LONG 1949.
 CS2702'
 CS2702'STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 287
 CS2702'AND STATE ROUTE 34, IN ENNIS, BY GOING SOUTH AND SOUTHWEST
 CS2702'ON STATE ROUTE 34 FOR 9.2 MILES TO THE STATION SITE ON THE
 CS2702'RIGHT AT THE TOP OF A GRADE AND OPPOSITE A SMALL FARMHOUSE.
 CS2702'
 CS2702'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 CS2702'ON HIGHWAY 34 FOR 0.7 MILE TO THE MARK ON THE RIGHT AT THE
 CS2702'TOP OF A GRADE AND ACROSS THE ROAD FROM A GROUP OF FARM BUILDINGS.
 CS2702'
 CS2702'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2702
 CS2702                          STATION RECOVERY (1958)
 CS2702
 CS2702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2702'STATION RECOVERED.
 CS2702'
 CS2702'TO REACH FROM THE JUNCTION OF FARM ROAD 984 AND STATE HIGHWAY
 CS2702'34 IN BARDWELL, GO SW ON STATE HIGHWAY 34 FOR 2.6 MILES.
 CS2702'78.5 FEET SE OF THE SW CORNER OF THE PORCH ON A WHITE HOUSE,
 CS2702'34.5 FEET NW OF THE HIGHWAY.  10 FEET SW OF THE DRIVEWAY TO
 CS2702'A HOUSE.  6.3 FEET W OF THE SW END OF A 6 INCH STEEL PIPE
 CS2702'USED AS A CULVERT.  A STANDARD TRIANGULATION STATION DISK
 CS2702'STAMPED LONG 1949 SET IN TOP OF A CONCRETE POST, 10 INCHES
 CS2702'BELOW GROUND.
 CS2702
 CS2702                          STATION RECOVERY (1964)
 CS2702
 CS2702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WJB)
 CS2702'STATION, AZIMUTH MARK AND R.M. 2 WERE RECOVERED IN GOOD
 CS2702'CONDITION.
 CS2702
 CS2702                          STATION RECOVERY (1975)
 CS2702
 CS2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CS2702'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 CS2702'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND IN POOR CONDITION,
 CS2702'THEY HAD BEEN HIT AND THE MARKS WERE BADLY CHIPPED FROM FARM
 CS2702'MACHINERY.  DIFFERENCE WAS FOUND IN THE DIRECTION AND DISTANCE TO
 CS2702'REFERENCE.
 CS2702'
 CS2702'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WILL
 CS2702'BE DESTROYED BY THE RECONSTRUCTION OF STATE HIGHWAY 34.
 CS2702'
 CS2702'LONG 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA.
 CS2702'
 CS2702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BARDWELL 2-1/2
 CS2702'MILES SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1670 ***********************************************************************
 FL1670  DESIGNATION -  LONG
 FL1670  PID         -  FL1670
 FL1670  STATE/COUNTY-  TX/HUTCHINSON
 FL1670  USGS QUAD   -  STINNETT STATION (1978)
 FL1670
 FL1670                         *CURRENT SURVEY CONTROL
 FL1670  ___________________________________________________________________
 FL1670* NAD 83(1993)-  35 55 19.90244(N)    101 15 16.92982(W)     ADJUSTED  
 FL1670* NAVD 88     -       963.     (meters)    3159.     (feet)  SCALED    
 FL1670  ___________________________________________________________________
 FL1670  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 FL1670  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 FL1670
 FL1670  HORZ ORDER  -  THIRD
 FL1670
 FL1670.The horizontal coordinates were established by classical geodetic methods
 FL1670.and adjusted by the National Geodetic Survey in February 1996..
 FL1670
 FL1670.The orthometric height was scaled from a topographic map.
 FL1670
 FL1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1670
 FL1670.The geoid height was determined by GEOID03.
 FL1670
 FL1670;                    North         East     Units Scale Factor Converg.
 FL1670;SPC TX N     - 1,213,273.223   222,137.471   MT  0.99994952   +0 08 31.8
 FL1670;SPC TX N     - 3,980,547.23    728,796.02   sFT  0.99994952   +0 08 31.8
 FL1670;UTM  14      - 3,977,667.803   296,573.079   MT  1.00010994   -1 19 23.7
 FL1670
 FL1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1670!SPC TX N     -   0.99985307  x   0.99994952  =   0.99980260
 FL1670!UTM  14      -   0.99985307  x   1.00010994  =   0.99996300
 FL1670
 FL1670:                Primary Azimuth Mark                     Grid Az
 FL1670:SPC TX N     -  LAST                                     281 09 01.6
 FL1670:UTM  14      -  LAST                                     282 36 57.1
 FL1670
 FL1670|---------------------------------------------------------------------|
 FL1670| PID    Reference Object                     Distance      Geod. Az  |
 FL1670|                                                           dddmmss.s |
 FL1670| FL1673 LAST                                APPROX. 2.6 KM 2811733.4 |
 FL1670|---------------------------------------------------------------------|
 FL1670
 FL1670                          SUPERSEDED SURVEY CONTROL
 FL1670
 FL1670  NAD 83(1993)-  35 55 19.90292(N)    101 15 16.92941(W) AD(       ) 3
 FL1670  NAD 83(1986)-  35 55 19.91030(N)    101 15 16.91781(W) AD(       ) 3
 FL1670  NAD 27      -  35 55 19.77495(N)    101 15 15.34263(W) AD(       ) 3
 FL1670
 FL1670.Superseded values are not recommended for survey control.
 FL1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1670.See file dsdata.txt to determine how the superseded data were derived.
 FL1670
 FL1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9657377668(NAD 83)
 FL1670_MARKER: DD = SURVEY DISK
 FL1670_SETTING: 0 = UNSPECIFIED SETTING
 FL1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1670
 FL1670  HISTORY     - Date     Condition        Report By
 FL1670  HISTORY     - 1952     MONUMENTED       USGS
 FL1670
 FL1670                          STATION DESCRIPTION
 FL1670
 FL1670'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1670'TO REACH FROM STINNETT GO NE. ON HIGHWAY 117 12.2 MI. TO RD. ON RIGHT.
 FL1670'TURN RIGHT E., GO 5.0 MI. TO CROSSROADS.  TURN RIGHT S., GO 1.0 MI.
 FL1670'TURN LEFT E., GO 0.9 MI. TO LEFT TURN IN RD. AND RD. ON RIGHT THROUGH
 FL1670'GATE.  TURN RIGHT S. GO 0.3 MI. TO GATE.  CONTINUE SE. 0.6 MI. TO RD.
 FL1670'FORK.  TAKE RIGHT FORK GO 0.2 MI. TO WINDMILL.  TURN LEFT, E. GO 0.2
 FL1670'MI. TO CROSSROADS.  TURN RIGHT S., GO 1.1 MI. TO RD. FORK.  TAKE RIGHT
 FL1670'FORK, S, GO 0.8 MI. TO RD. FORK.  TAKE LEFT FORK, S., GO 0.3 MI. LEAVE
 FL1670'RD., GO SE. 0.1 MI. TO TOP OF HILL AND STATION.
 FL1670'
 FL1670'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED --LONG 1952--.
 FL1670'
 FL1670'REFERENCE MARK NO.1 - 1 IN. IRON PIPE DRIVEN IN GROUND 38.30 FT. FROM
 FL1670'STATION, S 26 DEG 03 MIN 12 SEC E.
 FL1670'
 FL1670'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 56.20 FT. FROM
 FL1670'STATION, S 89 DEG 30 MIN 57 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0434 ***********************************************************************
 BQ0434  DESIGNATION -  LONG
 BQ0434  PID         -  BQ0434
 BQ0434  STATE/COUNTY-  TX/PRESIDIO
 BQ0434  USGS QUAD   -  OAK CREEK (1983)
 BQ0434
 BQ0434                         *CURRENT SURVEY CONTROL
 BQ0434  ___________________________________________________________________
 BQ0434* NAD 83(1993)-  30 11 37.22307(N)    104 10 43.55914(W)     ADJUSTED  
 BQ0434* NAVD 88     -      1510.     (meters)    4954.     (feet)  SCALED    
 BQ0434  ___________________________________________________________________
 BQ0434  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BQ0434  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BQ0434
 BQ0434  HORZ ORDER  -  SECOND
 BQ0434
 BQ0434.The horizontal coordinates were established by classical geodetic methods
 BQ0434.and adjusted by the National Geodetic Survey in February 1996..
 BQ0434
 BQ0434.The orthometric height was scaled from a topographic map.
 BQ0434
 BQ0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0434
 BQ0434.The geoid height was determined by GEOID03.
 BQ0434
 BQ0434;                    North         East     Units Scale Factor Converg.
 BQ0434;SPC TXSC     - 4,272,637.108   101,468.468   MT  0.99997533   -2 32 13.7
 BQ0434;SPC TXSC     -14,017,810.25    332,901.13   sFT  0.99997533   -2 32 13.7
 BQ0434;UTM  13      - 3,340,531.156   579,053.173   MT  0.99967710   +0 24 46.9
 BQ0434
 BQ0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0434!SPC TXSC     -   0.99976641  x   0.99997533  =   0.99974175
 BQ0434!UTM  13      -   0.99976641  x   0.99967710  =   0.99944359
 BQ0434
 BQ0434:                Primary Azimuth Mark                     Grid Az
 BQ0434:SPC TXSC     -  LONG AZ MK                               072 46 51.2
 BQ0434:UTM  13      -  LONG AZ MK                               069 49 50.6
 BQ0434
 BQ0434|---------------------------------------------------------------------|
 BQ0434| PID    Reference Object                     Distance      Geod. Az  |
 BQ0434|                                                           dddmmss.s |
 BQ0434| CH8904 LONG AZ MK                                         0701437.5 |
 BQ0434| CH8905 LONG RM 1                             7.780 METERS 09243     |
 BQ0434| CH8906 LONG RM 2                             8.447 METERS 21905     |
 BQ0434|---------------------------------------------------------------------|
 BQ0434
 BQ0434                          SUPERSEDED SURVEY CONTROL
 BQ0434
 BQ0434  NAD 83(1986)-  30 11 37.21809(N)    104 10 43.55784(W) AD(       ) 2
 BQ0434  NAD 27      -  30 11 36.64300(N)    104 10 41.86000(W) AD(       ) 2
 BQ0434
 BQ0434.Superseded values are not recommended for survey control.
 BQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0434.See file dsdata.txt to determine how the superseded data were derived.
 BQ0434
 BQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP7905340531(NAD 83)
 BQ0434_MARKER: DS = TRIANGULATION STATION DISK
 BQ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0434
 BQ0434  HISTORY     - Date     Condition        Report By
 BQ0434  HISTORY     - 1942     MONUMENTED       CGS
 BQ0434
 BQ0434                          STATION DESCRIPTION
 BQ0434
 BQ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0434'STATION IS ON THE HIGHEST POINT OF A LOW BUT PROMINENT HILL
 BQ0434'WHICH LIES ON THE DIVIDE ABOUT 1-1/2 MILES S OF LONG CREEK
 BQ0434'AND ABOUT 6 MILES W OF THE MARFA-PRESIDIO HIGHWAY.  IT IS
 BQ0434'ABOUT 2-1/2 MILES S OF THE MARFA-RUIDOSA ROAD.
 BQ0434'
 BQ0434'SURFACE MARK IS A STANDARD DISK, STAMPED LONG 1942, SET IN
 BQ0434'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 BQ0434'THE GROUND.
 BQ0434'
 BQ0434'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE, AS
 BQ0434'DESCRIBED.
 BQ0434'
 BQ0434'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED LONG NO. 1
 BQ0434'1942, SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 BQ0434'INCHES ABOVE THE GROUND.
 BQ0434'
 BQ0434'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED LONG NO. 2
 BQ0434'1942, SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 BQ0434'3 INCHES ABOVE THE GROUND.
 BQ0434'
 BQ0434'THE AZIMUTH MARK IS 28 FEET N OF THE CATTLE GUARD, AT THE
 BQ0434'POINT INDICATED BELOW, AND 7 FEET N OF A GATE POST, ON THE W
 BQ0434'SIDE OF THE FENCE.  IT IS A STANDARD DISK, STAMPED LONG
 BQ0434'1942, SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 BQ0434'INCHES ABOVE THE GROUND.
 BQ0434'
 BQ0434'TO REACH FROM THE TRAFFIC LIGHT IN MARFA GO S ON THE PRESIDIO
 BQ0434'HIGHWAY, PAVED, 7.0 MILES TO THE WELL TRAVELED DIRT ROAD THAT
 BQ0434'FORKS TO THE LEFT.  KEEP STRAIGHT AHEAD HERE ON THE PAVED
 BQ0434'HIGHWAY 0.2 MILE.  TURN RIGHT THROUGH A GATE ON THE N SIDE OF
 BQ0434'A CATTLE GUARD WHICH ENTERS THE N SIDE OF AN E-W FENCE.  FROM
 BQ0434'THIS GATE FOLLOW A RANCH ROAD W ALONG THE N SIDE OF THE E-W
 BQ0434'FENCE, PASSING TO THE RIGHT OF, AND ACROSS FENCE FROM A
 BQ0434'CATTLE GUARD 2.2 MILES TO A RANCH HOUSE.  CROSS A CATTLE GUARD
 BQ0434'AND CONTINUE W 2.8 MILES TO ANOTHER CATTLE GUARD.  AZIMUTH MARK
 BQ0434'IS HERE, ON RIGHT.  CROSS THIS CATTLE GUARD AND CONTINUE
 BQ0434'W 0.1 MILE, TAKE LEFT FORK, A DIM ROAD, SW, 0.5 MILE TO A
 BQ0434'GATE, IN AN E-W FENCE LINE, ABOUT 200 YARDS NW OF A LONE
 BQ0434'WELL.  PASS THROUGH THIS GATE AND GO S ACROSS VALLEY AND
 BQ0434'WASH, AND PICK UP ROAD TO RIGHT OF WELL, THIS ROAD LEADS
 BQ0434'FROM WELL AND PASSES UP OVER THE HILLS AND THEN W ALONG
 BQ0434'THE RIDGE TOP, 2.3 MILES.  THEN BEAR RIGHT OFF THIS TRACK
 BQ0434'ROAD, AND GO N ACROSS COUNTRY 0.3 MILE TO THE TOP OF THE
 BQ0434'LOW HILL AND THE STATION.  THIS HILL IS GRASSY AND ROCKY,
 BQ0434'WITH A FEW SCATTERED JUNIPER TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2704 ***********************************************************************
 CS2704  DESIGNATION -  LONG 2
 CS2704  PID         -  CS2704
 CS2704  STATE/COUNTY-  TX/ELLIS
 CS2704  USGS QUAD   -  CRYER CREEK (1978)
 CS2704
 CS2704                         *CURRENT SURVEY CONTROL
 CS2704  ___________________________________________________________________
 CS2704* NAD 83(1993)-  32 14 50.93572(N)    096 43 56.39051(W)     ADJUSTED  
 CS2704* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 CS2704  ___________________________________________________________________
 CS2704  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 CS2704  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CS2704
 CS2704  HORZ ORDER  -  THIRD
 CS2704
 CS2704.The horizontal coordinates were established by classical geodetic methods
 CS2704.and adjusted by the National Geodetic Survey in February 1996..
 CS2704.No horizontal observational check was made to the station.
 CS2704
 CS2704.The orthometric height was scaled from a topographic map.
 CS2704
 CS2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2704
 CS2704.The geoid height was determined by GEOID03.
 CS2704
 CS2704;                    North         East     Units Scale Factor Converg.
 CS2704;SPC TXNC     - 2,065,809.467   766,569.613   MT  0.99997034   +0 57 50.7
 CS2704;SPC TXNC     - 6,777,576.56  2,514,987.14   sFT  0.99997034   +0 57 50.7
 CS2704;UTM  14      - 3,570,124.319   713,640.359   MT  1.00016289   +1 12 37.6
 CS2704
 CS2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2704!SPC TXNC     -   0.99998087  x   0.99997034  =   0.99995121
 CS2704!UTM  14      -   0.99998087  x   1.00016289  =   1.00014376
 CS2704
 CS2704|---------------------------------------------------------------------|
 CS2704| PID    Reference Object                     Distance      Geod. Az  |
 CS2704|                                                           dddmmss.s |
 CS2704| CY1530 LONG 2 RM 3                          35.052 METERS 04107     |
 CS2704| CS2679 ENNIS TOWER HILL WATER TANK         APPROX.13.5 KM 0411537.3 |
 CS2704| CS2702 LONG                                 15.068 METERS 16206     |
 CS2704| CS2705 LONG 2 RM 5                         APPROX. 1.0 KM 2145616.9 |
 CS2704| CY1527 LONG AZ MK                                         2155107.6 |
 CS2704| CY1531 LONG 2 RM 4                                        22114     |
 CS2704|---------------------------------------------------------------------|
 CS2704
 CS2704                          SUPERSEDED SURVEY CONTROL
 CS2704
 CS2704  NAD 83(1986)-  32 14 50.94342(N)    096 43 56.37139(W) AD(       ) 3
 CS2704  NAD 27      -  32 14 50.41349(N)    096 43 55.39797(W) AD(       ) 3
 CS2704
 CS2704.Superseded values are not recommended for survey control.
 CS2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2704.See file dsdata.txt to determine how the superseded data were derived.
 CS2704
 CS2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1364070124(NAD 83)
 CS2704_MARKER: DS = TRIANGULATION STATION DISK
 CS2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2704
 CS2704  HISTORY     - Date     Condition        Report By
 CS2704  HISTORY     - 1975     MONUMENTED       NGS
 CS2704  HISTORY     - 1989     GOOD             LOCSUR
 CS2704
 CS2704                          STATION DESCRIPTION
 CS2704
 CS2704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CS2704'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF WAXAHACHIE,
 CS2704'5 MILES NORTHEAST OF AVALON, 2 MILES SOUTHWEST OF BARDWELL AND ON
 CS2704'THE NORTH EDGE OF THE NEW RIGHT-OF-WAY OF STATE HIGHWAY 34.
 CS2704'
 CS2704'TO REACH THE STATION FROM THE POST OFFICE IN BARDWELL, GO SOUTHWEST
 CS2704'ON STATE HIGHWAY 34 FOR 2.5 MILES TO THE TOP OF A LOW RISE AND
 CS2704'STATION ON THE RIGHT.
 CS2704'
 CS2704'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 CS2704'POST, THAT IS ABOUT 2-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 CS2704'STAMPED LONG 2 1975.  IT IS 45.6 FEET SOUTH-SOUTHWEST OF THE
 CS2704'SOUTHEAST CORNER OF VACANT HOUSE, 41.6 FEET EAST OF THE SOUTHWEST
 CS2704'CORNER OF VACANT HOUSE, 20 FEET NORTHEAST OF THE CENTER OF
 CS2704'DRIVE-WAY, 8 FEET NORTHEAST OF A 24-INCH ELM TREE, 7 FEET
 CS2704'NORTH-NORTHWEST OF A LOW BRUSHY YARD TREE AND 1.6 FEET SOUTHWEST
 CS2704'OF A METAL WITNESS POST.  NOTE--THE NEW CENTER-LINE OF STATE
 CS2704'HWY. 34 HAD NOT BEEN MARKED AS YET.
 CS2704'
 CS2704'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2704'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND THE DISK IS
 CS2704'STAMPED LONG 2 NO 3 1975.  IT IS 104 FEET EAST OF THE SOUTHEAST
 CS2704'CORNER OF VACANT HOUSE, 77 FEET NORTHWEST OF THE PRESENT
 CS2704'CENTER-LINE OF HIGHWAY, 1-FOOT SOUTHEAST OF A RIGHT-OF-WAY WOODEN
 CS2704'POST MARKER AND 0.8 FEET SOUTHEAST OF A METAL WITNESS POST.
 CS2704'
 CS2704'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2704'CONCRETE POST, THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 CS2704'THE DISK IS STAMPED LONG 2 NO 4 1975.  IT IS 87 FEET SOUTHWEST OF
 CS2704'THE SOUTHWEST CORNER OF VACANT HOUSE, 77 FEET NORTHWEST OF THE
 CS2704'PRESENT CENTER-LINE OF HIGHWAY, 1-FOOT SOUTHEAST OF A
 CS2704'RIGHT-OF-WAY WOODEN POST MARKER AND 0.8 FEET SOUTHEAST OF A METAL
 CS2704'WITNESS POST.
 CS2704'
 CS2704'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A
 CS2704'ROUND CONCRETE POST, THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 CS2704'AND IS STAMPED LONG 2 NO 5 AZI.  IT IS 17 FEET SOUTHWEST OF A
 CS2704'NORTH-SOUTH ROW OF TREES, 1.6 FEET NORTHEAST OF A RIGHT-OF-WAY
 CS2704'WOODEN POST MARKER, 1-FOOT NORTHEAST OF A METAL WITNESS POST AND
 CS2704'ABOUT 500 FEET SOUTHWEST OF CREEK-BOTTOM.
 CS2704'
 CS2704'TO REACH R.M. NO. 5 AZI FROM THE STATION, GO SOUTHWEST ON STATE
 CS2704'HIGHWAY 34 FOR 0.6 MILE TO MARK ON THE LEFT.
 CS2704'
 CS2704'NEAREST TOWN--BARDWELL.
 CS2704
 CS2704                          STATION RECOVERY (1989)
 CS2704
 CS2704'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JN)
 CS2704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2705 ***********************************************************************
 CS2705  DESIGNATION -  LONG 2 RM 5
 CS2705  PID         -  CS2705
 CS2705  STATE/COUNTY-  TX/ELLIS
 CS2705  USGS QUAD   -  CRYER CREEK (1978)
 CS2705
 CS2705                         *CURRENT SURVEY CONTROL
 CS2705  ___________________________________________________________________
 CS2705* NAD 83(1993)-  32 14 23.44089(N)    096 44 18.99012(W)     ADJUSTED  
 CS2705* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 CS2705  ___________________________________________________________________
 CS2705  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 CS2705  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CS2705
 CS2705  HORZ ORDER  -  THIRD
 CS2705
 CS2705.The horizontal coordinates were established by classical geodetic methods
 CS2705.and adjusted by the National Geodetic Survey in February 1996..
 CS2705.No horizontal observational check was made to the station.
 CS2705
 CS2705.The orthometric height was scaled from a topographic map.
 CS2705
 CS2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2705
 CS2705.The geoid height was determined by GEOID03.
 CS2705
 CS2705;                    North         East     Units Scale Factor Converg.
 CS2705;SPC TXNC     - 2,064,952.749   765,992.315   MT  0.99997220   +0 57 38.4
 CS2705;SPC TXNC     - 6,774,765.81  2,513,093.12   sFT  0.99997220   +0 57 38.4
 CS2705;UTM  14      - 3,569,264.964   713,066.640   MT  1.00015987   +1 12 24.6
 CS2705
 CS2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2705!SPC TXNC     -   0.99998276  x   0.99997220  =   0.99995496
 CS2705!UTM  14      -   0.99998276  x   1.00015987  =   1.00014262
 CS2705
 CS2705                          SUPERSEDED SURVEY CONTROL
 CS2705
 CS2705  NAD 83(1986)-  32 14 23.44859(N)    096 44 18.97098(W) AD(       ) 3
 CS2705  NAD 27      -  32 14 22.91782(N)    096 44 17.99683(W) AD(       ) 3
 CS2705
 CS2705.Superseded values are not recommended for survey control.
 CS2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2705.See file dsdata.txt to determine how the superseded data were derived.
 CS2705
 CS2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1306769265(NAD 83)
 CS2705_MARKER: DR = REFERENCE MARK DISK
 CS2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2705+STABILITY: SURFACE MOTION
 CS2705
 CS2705  HISTORY     - Date     Condition        Report By
 CS2705  HISTORY     - 1975     MONUMENTED       NGS
 CS2705
 CS2705                          STATION DESCRIPTION
 CS2705
 CS2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CS2705'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF WAXAHACHIE,
 CS2705'5 MILES NORTHEAST OF AVALON, 2 MILES SOUTHWEST OF BARDWELL AND ON
 CS2705'THE NORTH EDGE OF THE NEW RIGHT-OF-WAY OF STATE HIGHWAY 34.
 CS2705'
 CS2705'TO REACH THE STATION FROM THE POST OFFICE IN BARDWELL, GO SOUTHWEST
 CS2705'ON STATE HIGHWAY 34 FOR 2.5 MILES TO THE TOP OF A LOW RISE AND
 CS2705'STATION ON THE RIGHT.
 CS2705'
 CS2705'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2705'CONCRETE POST, THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 CS2705'IS STAMPED LONG 2 NO 5 AZI.  IT IS 17 FEET SOUTHWEST OF A
 CS2705'NORTH-SOUTH ROW OF TREES, 1.6 FEET NORTHEAST OF A RIGHT-OF-WAY
 CS2705'WOODEN POST MARKER, 1-FOOT NORTHEAST OF A METAL WITNESS POST
 CS2705'AND ABOUT 500 FEET SOUTHWEST OF CREEK-BOTTOM.
 CS2705'
 CS2705'TO REACH R.M. NO. 5 AZI FROM THE STATION, GO SOUTHWEST ON STATE
 CS2705'HIGHWAY 34 FOR 0.6 MILE TO MARK ON THE LEFT.
 CS2705'
 CS2705'NEAREST TOWN--BARDWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6855 ***********************************************************************
 AW6855  DESIGNATION -  LONG PT JEFF LAKE SULPHUR TANK
 AW6855  PID         -  AW6855
 AW6855  STATE/COUNTY-  TX/FORT BEND
 AW6855  USGS QUAD   -  SMITHERS LAKE (1980)
 AW6855
 AW6855                         *CURRENT SURVEY CONTROL
 AW6855  ___________________________________________________________________
 AW6855* NAD 83(1993)-  29 23 47.77467(N)    095 43 23.96727(W)     ADJUSTED  
 AW6855* NAVD 88     -                                                        
 AW6855  ___________________________________________________________________
 AW6855  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AW6855  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6855
 AW6855  HORZ ORDER  -  THIRD
 AW6855
 AW6855.The horizontal coordinates were established by classical geodetic methods
 AW6855.and adjusted by the National Geodetic Survey in February 1996..
 AW6855
 AW6855
 AW6855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6855
 AW6855.The geoid height was determined by GEOID03.
 AW6855
 AW6855;                    North         East     Units Scale Factor Converg.
 AW6855;SPC TXSC     - 4,177,706.241   917,964.395   MT  0.99986382   +1 36 19.0
 AW6855;SPC TXSC     -13,706,357.89  3,011,688.19   sFT  0.99986382   +1 36 19.0
 AW6855;UTM  15      - 3,255,011.698   235,715.353   MT  1.00046194   -1 20 15.1
 AW6855
 AW6855                          SUPERSEDED SURVEY CONTROL
 AW6855
 AW6855  NAD 83(1986)-  29 23 47.78778(N)    095 43 23.94985(W) AD(       ) 4
 AW6855  NAD 27      -  29 23 46.90500(N)    095 43 23.11200(W) AD(       ) 3
 AW6855
 AW6855.Superseded values are not recommended for survey control.
 AW6855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6855.See file dsdata.txt to determine how the superseded data were derived.
 AW6855
 AW6855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3571555012(NAD 83)
 AW6855_MARKER: 53 = ELEVATED TANK
 AW6855
 AW6855  HISTORY     - Date     Condition        Report By
 AW6855  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6855  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW6855  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW6855  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW6855
 AW6855                          STATION DESCRIPTION
 AW6855
 AW6855'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6855'THE STATION IS LOCATED ON THE WEST EDGE OF THE JEFFERSON
 AW6855'LAKE SULPHUR CO. LONG POINT PLANT GROUNDS NEAR THE
 AW6855'RAILROAD LOADING DOCKS.
 AW6855'
 AW6855'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 AW6855'HAS A CONICAL ROOF AND AN OVER-ALL HEIGHT OF 65.0 FEET.
 AW6855'
 AW6855'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK.
 AW6855'
 AW6855'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW6855'DEPOT AT LONG POINT, GO NORTH ON A GRAVEL ROAD FOR 0.5 MILE
 AW6855'TO A ROAD RIGHT LEADING INTO THE PLANT GROUNDS, TURN RIGHT
 AW6855'AND GO 0.15 MILE EAST AND THE STATION ABOUT 100 YARDS NORTH
 AW6855'AS DESCRIBED.
 AW6855
 AW6855                          STATION RECOVERY (1996)
 AW6855
 AW6855'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6855'MARK NOT FOUND.
 AW6855
 AW6855                          STATION RECOVERY (1998)
 AW6855
 AW6855'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6855'MARK NOT FOUND.
 AW6855
 AW6855                          STATION RECOVERY (1998)
 AW6855
 AW6855'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6502 ***********************************************************************
 AW6502  DESIGNATION -  LONGDRIVE HL P 1938
 AW6502  PID         -  AW6502
 AW6502  STATE/COUNTY-  TX/HARRIS
 AW6502  USGS QUAD   -  PARK PLACE (1995)
 AW6502
 AW6502                         *CURRENT SURVEY CONTROL
 AW6502  ___________________________________________________________________
 AW6502* NAD 83(1993)-  29 41 06.60829(N)    095 18 24.49014(W)     ADJUSTED  
 AW6502* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AW6502  ___________________________________________________________________
 AW6502  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW6502  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6502
 AW6502  HORZ ORDER  -  THIRD
 AW6502
 AW6502.The horizontal coordinates were established by classical geodetic methods
 AW6502.and adjusted by the National Geodetic Survey in February 1996..
 AW6502
 AW6502.The orthometric height was scaled from a topographic map.
 AW6502
 AW6502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6502
 AW6502.The geoid height was determined by GEOID03.
 AW6502
 AW6502;                    North         East     Units Scale Factor Converg.
 AW6502;SPC TXSC     - 4,210,876.448   957,360.634   MT  0.99988186   +1 48 33.6
 AW6502;SPC TXSC     -13,815,183.81  3,140,940.68   sFT  0.99988186   +1 48 33.6
 AW6502;UTM  15      - 3,286,126.441   276,784.345   MT  1.00021481   -1 08 34.4
 AW6502
 AW6502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6502!SPC TXSC     -   1.00000239  x   0.99988186  =   0.99988425
 AW6502!UTM  15      -   1.00000239  x   1.00021481  =   1.00021720
 AW6502
 AW6502:                Primary Azimuth Mark                     Grid Az
 AW6502:SPC TXSC     -  GARDEN VILLAS                            180 28 41.3
 AW6502:UTM  15      -  GARDEN VILLAS                            183 25 49.3
 AW6502
 AW6502|---------------------------------------------------------------------|
 AW6502| PID    Reference Object                     Distance      Geod. Az  |
 AW6502|                                                           dddmmss.s |
 AW6502| AW0252 GARDEN VILLAS                       APPROX. 3.5 KM 1821714.9 |
 AW6502|---------------------------------------------------------------------|
 AW6502
 AW6502                          SUPERSEDED SURVEY CONTROL
 AW6502
 AW6502  NAD 83(1986)-  29 41 06.62277(N)    095 18 24.47068(W) AD(       ) 3
 AW6502  NAD 27      -  29 41 05.79527(N)    095 18 23.69832(W) AD(       ) 3
 AW6502
 AW6502.Superseded values are not recommended for survey control.
 AW6502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6502.See file dsdata.txt to determine how the superseded data were derived.
 AW6502
 AW6502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7678486126(NAD 83)
 AW6502_MARKER: DS = TRIANGULATION STATION DISK
 AW6502_SETTING: 0 = UNSPECIFIED SETTING
 AW6502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6502
 AW6502  HISTORY     - Date     Condition        Report By
 AW6502  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6502  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6502  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6502
 AW6502                          STATION DESCRIPTION
 AW6502
 AW6502'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938
 AW6502'ON THE INTERSECTION OF PROJECTED CENTERLINE OF LONGDRIVE AT
 AW6502'A CURVE JUST W OF CHAFFIN.
 AW6502'
 AW6502'STATION IS MARKED BY A STANDARD H.L. AND P. BRONZE DISK,
 AW6502'STAMPED LONGDRIVE 1938 AND SET ON A 2- BY 2-IN. STEEL POST
 AW6502'PROJECTING 0.4 FT.  IT IS 45.7 FT. AND 55.7 FT. RESPECTIVELY
 AW6502'FROM GUYED POLES E AND W OF THE STATION, 42.75 FT. FROM A
 AW6502'1-IN. IRON PIPE MARKED THE ANGLE IN THE RIGHT-OF-WAY LINE.
 AW6502
 AW6502                          STATION RECOVERY (1952)
 AW6502
 AW6502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6502'A THOROUGH SEARCH WAS MADE BY A TWO-MAN PARTY, AND THE
 AW6502'STATION COULD NOT BE FOUND.  EVIDENCE POINTS TO ITS DESTRUCTION
 AW6502'DURING THE BUILDING OF A FILLING STATION AT THE SITE.
 AW6502
 AW6502                          STATION RECOVERY (1995)
 AW6502
 AW6502'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0851 ***********************************************************************
 BP0851  DESIGNATION -  LONGFELLOW SEC
 BP0851  PID         -  BP0851
 BP0851  STATE/COUNTY-  TX/PECOS
 BP0851  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0851
 BP0851                         *CURRENT SURVEY CONTROL
 BP0851  ___________________________________________________________________
 BP0851* NAD 83(1993)-  30 12 43.15626(N)    102 37 03.19591(W)     ADJUSTED  
 BP0851* NAVD 88     -      1202.     (meters)    3944.     (feet)  SCALED    
 BP0851  ___________________________________________________________________
 BP0851  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 BP0851  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BP0851
 BP0851  HORZ ORDER  -  THIRD
 BP0851
 BP0851.The horizontal coordinates were established by classical geodetic methods
 BP0851.and adjusted by the National Geodetic Survey in February 1996..
 BP0851
 BP0851.The orthometric height was scaled from a topographic map.
 BP0851
 BP0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0851
 BP0851.The geoid height was determined by GEOID03.
 BP0851
 BP0851;                    North         East     Units Scale Factor Converg.
 BP0851;SPC TX C     - 3,062,710.843   480,094.688   MT  0.99997592   -1 10 35.4
 BP0851;SPC TX C     -10,048,243.82  1,575,110.66   sFT  0.99997592   -1 10 35.4
 BP0851;UTM  13      - 3,344,675.748   729,324.275   MT  1.00024885   +1 11 57.7
 BP0851
 BP0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0851!SPC TX C     -   0.99981470  x   0.99997592  =   0.99979063
 BP0851!UTM  13      -   0.99981470  x   1.00024885  =   1.00006351
 BP0851
 BP0851                          SUPERSEDED SURVEY CONTROL
 BP0851
 BP0851  NAD 83(1986)-  30 12 43.13176(N)    102 37 03.21391(W) AD(       ) 3
 BP0851  NAD 27      -  30 12 42.45800(N)    102 37 01.67600(W) AD(       ) 3
 BP0851
 BP0851.Superseded values are not recommended for survey control.
 BP0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0851.See file dsdata.txt to determine how the superseded data were derived.
 BP0851
 BP0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP2932444676(NAD 83)
 BP0851_MARKER: DD = SURVEY DISK
 BP0851_SETTING: 66 = SET IN ROCK OUTCROP
 BP0851_SP_SET: SET IN ROCK OUTCROP
 BP0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0851+STABILITY: POSITION/ELEVATION WELL
 BP0851
 BP0851  HISTORY     - Date     Condition        Report By
 BP0851  HISTORY     - 1917     MONUMENTED       USGS
 BP0851
 BP0851                          STATION DESCRIPTION
 BP0851
 BP0851'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 BP0851'SITUATED ON A HIGH HILL ON THE DOWNEY RANCH ABOUT 5 MI. DUE N. OF
 BP0851'LONGFELLOW RAILROAD STATION AND POST OFFICE.  THE LONGFELLOW-DOWNEY
 BP0851'RANCH WAGON RD. PASSES ABOUT 2/3 OF A MILE E. OF THE STATION.
 BP0851'
 BP0851'STATION MARK - USGS TABLET CEMENTED IN SOLID ROCK.
 BP0851'
 BP0851'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0594 ***********************************************************************
 BN0594  DESIGNATION -  LONGHORN
 BN0594  PID         -  BN0594
 BN0594  STATE/COUNTY-  TX/BURNET
 BN0594  USGS QUAD   -  LONGHORN CAVERN (1979)
 BN0594
 BN0594                         *CURRENT SURVEY CONTROL
 BN0594  ___________________________________________________________________
 BN0594* NAD 83(1993)-  30 41 03.98152(N)    098 21 10.18096(W)     ADJUSTED  
 BN0594* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 BN0594  ___________________________________________________________________
 BN0594  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 BN0594  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 BN0594
 BN0594  HORZ ORDER  -  SECOND
 BN0594
 BN0594.The horizontal coordinates were established by classical geodetic methods
 BN0594.and adjusted by the National Geodetic Survey in February 1996..
 BN0594
 BN0594.The orthometric height was scaled from a topographic map.
 BN0594
 BN0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0594
 BN0594.The geoid height was determined by GEOID03.
 BN0594
 BN0594;                    North         East     Units Scale Factor Converg.
 BN0594;SPC TX C     - 3,114,514.420   889,737.100   MT  0.99989695   +1 01 12.3
 BN0594;SPC TX C     -10,218,202.73  2,919,079.14   sFT  0.99989695   +1 01 12.3
 BN0594;UTM  14      - 3,394,809.389   561,986.105   MT  0.99964740   +0 19 49.0
 BN0594
 BN0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0594!SPC TX C     -   0.99993750  x   0.99989695  =   0.99983446
 BN0594!UTM  14      -   0.99993750  x   0.99964740  =   0.99958493
 BN0594
 BN0594|---------------------------------------------------------------------|
 BN0594| PID    Reference Object                     Distance      Geod. Az  |
 BN0594|                                                           dddmmss.s |
 BN0594| CV5551 LONGHORN RM 1                        20.118 METERS 05858     |
 BN0594| CV5552 LONGHORN RM 2                        19.269 METERS 17513     |
 BN0594| BN0692 PACKSADDLE MTN                      APPROX.16.5 KM 2443739.9 |
 BN0594|---------------------------------------------------------------------|
 BN0594
 BN0594                          SUPERSEDED SURVEY CONTROL
 BN0594
 BN0594  NAD 83(1986)-  30 41 03.99277(N)    098 21 10.16699(W) AD(       ) 2
 BN0594  NAD 27      -  30 41 03.32540(N)    098 21 09.06920(W) AD(       ) 2
 BN0594
 BN0594.Superseded values are not recommended for survey control.
 BN0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0594.See file dsdata.txt to determine how the superseded data were derived.
 BN0594
 BN0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6198694809(NAD 83)
 BN0594_MARKER: DS = TRIANGULATION STATION DISK
 BN0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0594+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 BN0594
 BN0594  HISTORY     - Date     Condition        Report By
 BN0594  HISTORY     - 1956     MONUMENTED       CGS
 BN0594  HISTORY     - 20020223 GOOD             USPSQD
 BN0594  HISTORY     - 20051022 GOOD             USPSQD
 BN0594
 BN0594                          STATION DESCRIPTION
 BN0594
 BN0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0594'THE STATION IS LOCATED AT THE LONGHORN CAVERN STATE PARK,
 BN0594'ABOUT 8-3/4 MILES SOUTHWEST OF BURNET, 0.15 MILE WEST OF
 BN0594'THE ADMINISTRATION BUILDING AND ENTRANCE TO CAVERN, 31.5
 BN0594'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 30 FOOT ROCK
 BN0594'OBSERVATION BUILDING HOUSING A SMALL WATER TANK, AND 19.4
 BN0594'FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE PICNIC TABLE.
 BN0594'
 BN0594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 BN0594'AND STATE HIGHWAY 29 IN BURNET, GO SOUTH ON U.S. HIGHWAY 281
 BN0594'FOR 4.7 MILES TO THE JUNCTION OF PARK ROAD NO. 4 ON THE
 BN0594'RIGHT, TURN RIGHT (WEST) AND FOLLOW THE PARK ROAD FOR 5.65
 BN0594'MILES TO THE ADMINISTRATION BUILDING ON THE LEFT AND THE
 BN0594'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, GO WEST PASSING
 BN0594'TO THE NORTH OF THE BUILDING AND GO FOR 0.2 MILE TO THE
 BN0594'OBSERVATION BUILDING AND THE STATION AS DESCRIBED.
 BN0594'
 BN0594'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 BN0594'AND THE DISK IS STAMPED LONGHORN 1956.
 BN0594'
 BN0594'REFERENCE MARK 1 IS 30 FEET NORTH OF THE CENTER OF THE ROAD,
 BN0594'26.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OBSERVATION
 BN0594'BUILDING, AND 12 FEET EAST OF THE CENTER OF A DRIVEWAY.  THE
 BN0594'MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 BN0594'IS STAMPED LONGHORN NO 1 1956.
 BN0594'
 BN0594'REFERENCE MARK 2 IS 12 FEET SOUTH OF THE CENTER OF THE DRIVEWAY,
 BN0594'AND 2 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 BN0594'PROJECTS 4 INCHES, AND THE DISK IS STAMPED LONGHORN NO 2 1956.
 BN0594'
 BN0594'THE AZIMUTH MARK IS 0.05 MILE NORTH-NORTHWEST OF THE ADMINISTRATION
 BN0594'BUILDING, 27 FEET NORTHEAST OF THE CENTER OF THE PARK ROAD,
 BN0594'AND 3 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 BN0594'THE MARK IS SET IN THE TOP OF A SMALL BOULDER WHICH PROTRUDES
 BN0594'ABOUT 1 FOOT.  THE DISK IS FLUSH WITH THE SURFACE OF THE
 BN0594'BOULDER, AND IS STAMPED LONGHORN 1956.
 BN0594'
 BN0594'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BN0594
 BN0594                          STATION RECOVERY (2002)
 BN0594
 BN0594'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 BN0594'RM 1 FOUND IN GOOD CONDITION.  RM 2 NOT FOUND.  AZIMUTH MARK NOT
 BN0594'FOUND.
 BN0594
 BN0594                          STATION RECOVERY (2005)
 BN0594
 BN0594'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAG)
 BN0594'STATION, REFERENCE MARK 1, AND REFERENCE MARK 2 ALL LOCATED IN GOOD
 BN0594'CONDITION.  AZIMUTH MARK NOT FOUND BUT MAY EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1072 ***********************************************************************
 CR1072  DESIGNATION -  LONGHORN
 CR1072  PID         -  CR1072
 CR1072  STATE/COUNTY-  TX/HARRISON
 CR1072  USGS QUAD   -  KARNACK (1978)
 CR1072
 CR1072                         *CURRENT SURVEY CONTROL
 CR1072  ___________________________________________________________________
 CR1072* NAD 83(1993)-  32 40 34.29393(N)    094 09 21.17978(W)     ADJUSTED  
 CR1072* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 CR1072  ___________________________________________________________________
 CR1072  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CR1072  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR1072
 CR1072  HORZ ORDER  -  SECOND
 CR1072
 CR1072.The horizontal coordinates were established by classical geodetic methods
 CR1072.and adjusted by the National Geodetic Survey in February 1996..
 CR1072
 CR1072.The orthometric height was scaled from a topographic map.
 CR1072
 CR1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1072
 CR1072.The geoid height was determined by GEOID03.
 CR1072
 CR1072;                    North         East     Units Scale Factor Converg.
 CR1072;SPC TXNC     - 2,120,368.612 1,007,288.810   MT  0.99989396   +2 22 09.3
 CR1072;SPC TXNC     - 6,956,576.02  3,304,746.70   sFT  0.99989396   +2 22 09.3
 CR1072;SPC LA N     -   242,479.886   844,695.302   MT  1.00000219   -0 52 31.7
 CR1072;SPC LA N     -   795,536.09  2,771,304.50   sFT  1.00000219   -0 52 31.7
 CR1072;UTM  15      - 3,615,980.810   391,626.416   MT  0.99974482   -0 37 26.8
 CR1072
 CR1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1072!SPC TXNC     -   0.99999048  x   0.99989396  =   0.99988444
 CR1072!SPC LA N     -   0.99999048  x   1.00000219  =   0.99999267
 CR1072!UTM  15      -   0.99999048  x   0.99974482  =   0.99973530
 CR1072
 CR1072|---------------------------------------------------------------------|
 CR1072| PID    Reference Object                     Distance      Geod. Az  |
 CR1072|                                                           dddmmss.s |
 CR1072| CX6682 LONGHORN RM 1                        19.434 METERS 03449     |
 CR1072| CR1070 LONGHORN ORD DEPOT NW WATER TK      355.193 METERS 23349     |
 CR1072| CR1069 KARNACK TEX ILL NAT GAS TOWER       APPROX. 2.4 KM 2825518.3 |
 CR1072| CX6683 LONGHORN RM 2                        41.913 METERS 30244     |
 CR1072| CX5583 CENTER OF WATER TANK                 41.453 METERS 30536     |
 CR1072|---------------------------------------------------------------------|
 CR1072
 CR1072                          SUPERSEDED SURVEY CONTROL
 CR1072
 CR1072  NAD 83(1986)-  32 40 34.30276(N)    094 09 21.16883(W) AD(       ) 2
 CR1072  NAD 27      -  32 40 33.77480(N)    094 09 20.49690(W) AD(       ) 2
 CR1072
 CR1072.Superseded values are not recommended for survey control.
 CR1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1072.See file dsdata.txt to determine how the superseded data were derived.
 CR1072
 CR1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9162615981(NAD 83)
 CR1072_MARKER: DS = TRIANGULATION STATION DISK
 CR1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1072
 CR1072  HISTORY     - Date     Condition        Report By
 CR1072  HISTORY     - 1958     MONUMENTED       CGS
 CR1072  HISTORY     - 1963     GOOD             CGS
 CR1072  HISTORY     - 1973     SEE DESCRIPTION  WSA
 CR1072
 CR1072                          STATION DESCRIPTION
 CR1072
 CR1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1072'THE STATION IS LOCATED ON PROPERTY BELONGING TO THE U.S.
 CR1072'ARMY AT THE LONGHORN ORDNANCE PLANT, AT KARNACK, TEXAS, ON
 CR1072'THE HIGHEST HILL ON THE RESERVATION AND ALONG ITS NORTH-NORTHWEST
 CR1072'SIDE IN A SMALL CLEARING WITH TALL PINE TREES AROUND ITS
 CR1072'EDGE AND A SMALL CEMETERY ON THE WEST SLOPE ABOUT 100
 CR1072'YARDS WEST-NORTHWEST OF THE STATION.  IT IS 136 FEET SOUTHEAST
 CR1072'OF THE CENTER OF A WATER TANK, 65 FEET SOUTHEAST OF A POST
 CR1072'WITH A TELEPHONE MOUNTED TO IT, 36 FEET SOUTHEAST OF A
 CR1072'TELEPHONE AND POWERLINE POLE, 21 FEET NORTHEAST OF A 10-INCH
 CR1072'PINE TREE AND 30 FEET SOUTH OF THE CENTER OF THE CIRCULAR
 CR1072'ROAD.
 CR1072'
 CR1072'THE STATION MARK, A STANDARD DISK STAMPED LONGHORN 1958, IS
 CR1072'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1072'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1072'
 CR1072'REFERENCE MARK NO 1, A STANDARD DISK STAMPED LONGHORN NO 1 1958,
 CR1072'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH WITH
 CR1072'THE SURFACE OF THE GROUND.  IT IS 13 FEET NORTHWEST OF A 10-INCH
 CR1072'PINE TREE.
 CR1072'
 CR1072'REFERENCE MARK NO 2, AN IRON PIPE WITH A 2-INCH IRON CAP
 CR1072'SECURED TO ITS TOP WITH NO LEGIBLE STAMPING.  IT HAS A CENTER
 CR1072'HOLE IN ITS CENTER.  THE MARK IS SET IN AN IRREGULAR MASS
 CR1072'OF CONCRETE ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 CR1072'IT IS 6 FEET WEST OF THE CENTER SUPPORT OF THE WATER TANK.
 CR1072'
 CR1072'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43
 CR1072'AND FARM ROAD 134 IN THE NORTH EDGE OF KARNACK, GO EAST ON THE
 CR1072'BLACK TOP ROAD TOWARD THE BASE, CROSSING THE RAILROAD TRACKS
 CR1072'AND ENTERING THE LONGHORN ORDNANCE BASE ONTO 1ST STREET,
 CR1072'FOR 0.45 MILE TO THE MAIN GATE AND GROUND OBSERVATION POST,
 CR1072'PASSES AND PROPER IDENTIFICATIONS ARE REQUIRED BEFORE ENTERING
 CR1072'THE GROUNDS.  TURN SHARP LEFT ON 6TH STREET AND GO NORTH
 CR1072'FOR 0.5 MILE TO THE INTERSECTION OF 13TH AND 6TH STREET AND
 CR1072'A BLADED ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON
 CR1072'THE BLADED ROAD FOR 0.3 MILE TO THE TOP OF THE HILL, THE
 CR1072'WATER TANK, THE CIRCULAR ROAD AND THE STATION AS
 CR1072'DESCRIBED.
 CR1072'
 CR1072'NOTE--TO REACH THE STATION IT WILL BE NECESSARY TO CONTACT
 CR1072'THE POST ENGINEER AND MAKE THE NECESSARY ARRANGEMENTS FOR
 CR1072'PASSES AND PROPER IDENTIFICATIONS.
 CR1072'
 CR1072'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1072
 CR1072                          STATION RECOVERY (1963)
 CR1072
 CR1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 CR1072'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 CR1072'GOOD CONDITION.
 CR1072
 CR1072                          STATION RECOVERY (1973)
 CR1072
 CR1072'RECOVERY NOTE BY WILLIAMS AND STACKHOUSE ASSOCIATES 1973
 CR1072'STATION LONGHORN-THE BRASS DISK HAS BEEN KNOCKED OFF THE
 CR1072'CONCRETE BASE LEAVING ONLY THE BRASS STEM IN THE CONCRETE BASE.
 CR1072'THE BASE SEEMS INTACT AND NOT DISTURBED.  THE MARKER IS LOCATED
 CR1072'IN A PIPE LINE ROW AND THE CAP WAS KNOCKED OFF BY MOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0554 ***********************************************************************
 BO0554  DESIGNATION -  LONGHORN
 BO0554  PID         -  BO0554
 BO0554  STATE/COUNTY-  TX/CROCKETT
 BO0554  USGS QUAD   -  BACHELOR HILL (1967)
 BO0554
 BO0554                         *CURRENT SURVEY CONTROL
 BO0554  ___________________________________________________________________
 BO0554* NAD 83(1993)-  30 39 07.77750(N)    101 31 25.45934(W)     ADJUSTED  
 BO0554* NAVD 88     -       790.5    (meters)    2593.     (feet)  VERTCON   
 BO0554  ___________________________________________________________________
 BO0554  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BO0554  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 BO0554
 BO0554  HORZ ORDER  -  FIRST
 BO0554
 BO0554.The horizontal coordinates were established by classical geodetic methods
 BO0554.and adjusted by the National Geodetic Survey in February 1996..
 BO0554
 BO0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0554
 BO0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0554
 BO0554.The geoid height was determined by GEOID03.
 BO0554
 BO0554;                    North         East     Units Scale Factor Converg.
 BO0554;SPC TX C     - 3,109,857.595   585,914.206   MT  0.99990020   -0 36 47.3
 BO0554;SPC TX C     -10,202,924.46  1,922,286.86   sFT  0.99990020   -0 36 47.3
 BO0554;SPC TXSC     - 4,315,037.751   358,089.718   MT  1.00012739   -1 14 11.1
 BO0554;SPC TXSC     -14,156,919.69  1,174,832.68   sFT  1.00012739   -1 14 11.1
 BO0554;UTM  14      - 3,393,770.145   258,160.690   MT  1.00032155   -1 17 14.2
 BO0554
 BO0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0554!SPC TX C     -   0.99987961  x   0.99990020  =   0.99977982
 BO0554!SPC TXSC     -   0.99987961  x   1.00012739  =   1.00000698
 BO0554!UTM  14      -   0.99987961  x   1.00032155  =   1.00020112
 BO0554
 BO0554|---------------------------------------------------------------------|
 BO0554| PID    Reference Object                     Distance      Geod. Az  |
 BO0554|                                                           dddmmss.s |
 BO0554| CH8907 LONGHORN RM 1                                      04603     |
 BO0554| CH9768 TIP OF WOODEN WINDMILL                             2275858.6 |
 BO0554| CH8908 LONGHORN RM 2                        20.500 METERS 30418     |
 BO0554| BO0552 UNIVERSITY OF TEXAS SURVEY STA      APPROX. 3.3 KM 3372000.8 |
 BO0554| BO0555 UNIVERSITY OF TEXAS SURVEY STA        5.455 METERS 35524     |
 BO0554|---------------------------------------------------------------------|
 BO0554
 BO0554                          SUPERSEDED SURVEY CONTROL
 BO0554
 BO0554  NAD 83(1986)-  30 39 07.78847(N)    101 31 25.45331(W) AD(       ) 1
 BO0554  NAD 27      -  30 39 07.17000(N)    101 31 24.03100(W) AD(       ) 1
 BO0554  NGVD 29 (07/19/86)  790.3    (m)         2593.     (f) VERT ANG       
 BO0554
 BO0554.Superseded values are not recommended for survey control.
 BO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0554.See file dsdata.txt to determine how the superseded data were derived.
 BO0554
 BO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU5816193770(NAD 83)
 BO0554_MARKER: DS = TRIANGULATION STATION DISK
 BO0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0554
 BO0554  HISTORY     - Date     Condition        Report By
 BO0554  HISTORY     - 1932     MONUMENTED       CGS
 BO0554  HISTORY     - 1937     GOOD             LOCENG
 BO0554  HISTORY     - 1967     GOOD             CGS
 BO0554
 BO0554                          STATION DESCRIPTION
 BO0554
 BO0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 BO0554'ABOUT 19.5 MILES, AIR LINE, W BY S OF OZONA, ABOUT 3.5 MILES, AIR
 BO0554'LINE, SE OF STATION UNIVERSITY, IN THE SE CORNER OF A UNIVERSITY
 BO0554'OF TEXAS TRACK OF LAND, ON A FLAT-TOPPED BRUSHY RISE OF GROUND.
 BO0554'
 BO0554'SURFACE, AND UNDERGROUND MARKS AND REFERENCE MARK NO. 2 ARE
 BO0554'STANDARD BRONZE DISKS SET IN CONCRETE.
 BO0554'
 BO0554'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN A DRILL
 BO0554'HOLE IN ROCK OUTCROP, FLUSH WITH GROUND, AT EDGE OF SLOPE AT
 BO0554'NW HEAD OF CANYON, 275 YARDS (PACED) FROM STATION,
 BO0554'N 46 DEG 03 MIN E.
 BO0554'
 BO0554'REFERENCE MARK NO. 2 IS 20.50 METERS (67.3 FEET) FROM STATION,
 BO0554'N 55 DEG 42 MIN E.
 BO0554'
 BO0554'OTHER BEARINGS FROM STATION ARE--UNIVERSITY OF TEXAS, SURVEY
 BO0554'STATION, DISTANT 2 MILES, N 22 DEG 40 MIN W.  UNIVERSITY OF
 BO0554'TEXAS, SURVEY STATION, DISTANT 5.455 METERS (17.90 FEET), N 04 DEG
 BO0554'36 MIN W.  WOODEN WINDMILL, DISTANT 2 MILES S 47 DEG 59 MIN W.
 BO0554'
 BO0554'TO REACH THE STATION FROM OZONA, GO W ON THE OLD SPANISH TRAIL
 BO0554'HIGHWAY (U.S. HIGHWAY 290) FROM THE POINT WHERE IT TURNS FROM
 BO0554'S TO W AT THE S END OF TOWN 23.6 MILES TO A CATTLE GUARD IN
 BO0554'THE BOTTOM OF A LITTLE VALLEY, 0.1 MILE BEYOND THE GUARD TURN
 BO0554'LEFT OFF THE HIGHWAY ON A DIM TRAIL JUST BEYOND A PIPE LINE.
 BO0554'GO 0.2 MILE FROM HIGHWAY TO GATE, GO THROUGH GATE, AND TURN
 BO0554'HALF-RIGHT ON A DIM TRAIL WHICH PARALLELS THE HIGHWAY TO THE
 BO0554'SW.  TURN RIGHT AROUND THE HEAD OF A LARGE DRAW AND THEN TURN
 BO0554'SE AND CONTINUE ON TO A GATE WHICH IS 4.0 MILES FROM THE GATE
 BO0554'JUST S OF THE HIGHWAY.  GO THROUGH GATE AND FOLLOW ROAD 0.4
 BO0554'MILE TO A CROSS ROAD IN A ROCKY DRAW.  KEEP STRAIGHT AHEAD
 BO0554'ACROSS THIS DRAW AND GO 1.0 MILE TO A GATE.  GO THROUGH GATE AND
 BO0554'ALONG ROAD 0.8 MILE, THEN BEAR OFF TO LEFT FROM ROAD AND GO
 BO0554'0.25 MILE TO STATION ON HIGH GROUND.
 BO0554
 BO0554                          STATION RECOVERY (1937)
 BO0554
 BO0554'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 BO0554'STATION RECOVERED BY GEOPHYSICAL RESEARCH CORP.
 BO0554'
 BO0554'STATION RECOVERED.  CONDITION OF MARK VERY GOOD.
 BO0554
 BO0554                          STATION RECOVERY (1967)
 BO0554
 BO0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (TCB)
 BO0554'STATION RECOVERED IN GOOD CONDITION.
 BO0554'
 BO0554'TO REACH--FROM OZONA COURT HOUSE GO W ON U.S. 290 FOR 22.4 MILES
 BO0554'TO A CATTLE GUARD ON LEFT (SOUTH).  TURN LEFT ON WELL TRAVELED
 BO0554'RANCH ROAD FOR 2.6 MILES TO FORK, KEEP LEFT ON MAIN TRAVELED
 BO0554'ROAD FOR 1.6 MILES TO WINDMILL ON LEFT.  STATION IS ON HIGHEST
 BO0554'PART OF MESA 740 FEET E OF WINDMILL.
 BO0554'
 BO0554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 19.5,
 BO0554'AIRLINE, W BY S OF OZONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1070 ***********************************************************************
 CR1070  DESIGNATION -  LONGHORN ORD DEPOT NW WATER TK
 CR1070  PID         -  CR1070
 CR1070  STATE/COUNTY-  TX/HARRISON
 CR1070  USGS QUAD   -  KARNACK (1978)
 CR1070
 CR1070                         *CURRENT SURVEY CONTROL
 CR1070  ___________________________________________________________________
 CR1070* NAD 83(1993)-  32 40 27.48642(N)    094 09 32.18310(W)     ADJUSTED  
 CR1070* NAVD 88     -                                                        
 CR1070  ___________________________________________________________________
 CR1070  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CR1070  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR1070
 CR1070  HORZ ORDER  -  THIRD
 CR1070
 CR1070.The horizontal coordinates were established by classical geodetic methods
 CR1070.and adjusted by the National Geodetic Survey in September 1999..
 CR1070
 CR1070
 CR1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1070
 CR1070.The geoid height was determined by GEOID03.
 CR1070
 CR1070;                    North         East     Units Scale Factor Converg.
 CR1070;SPC TXNC     - 2,120,147.261 1,007,011.071   MT  0.99989417   +2 22 03.3
 CR1070;SPC TXNC     - 6,955,849.81  3,303,835.49   sFT  0.99989417   +2 22 03.3
 CR1070;SPC LA N     -   242,274.587   844,405.448   MT  1.00000175   -0 52 37.5
 CR1070;SPC LA N     -   794,862.54  2,770,353.54   sFT  1.00000175   -0 52 37.5
 CR1070;UTM  15      - 3,615,774.295   391,337.540   MT  0.99974559   -0 37 32.6
 CR1070
 CR1070                          SUPERSEDED SURVEY CONTROL
 CR1070
 CR1070  NAD 83(1993)-  32 40 27.48681(N)    094 09 32.18245(W) AD(       ) 4
 CR1070  NAD 83(1986)-  32 40 27.49555(N)    094 09 32.17164(W) AD(       ) 4
 CR1070  NAD 27      -  32 40 26.96100(N)    094 09 31.51000(W) AD(       ) 3
 CR1070
 CR1070.Superseded values are not recommended for survey control.
 CR1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1070.See file dsdata.txt to determine how the superseded data were derived.
 CR1070
 CR1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9133815774(NAD 83)
 CR1070_MARKER: 53 = ELEVATED TANK
 CR1070
 CR1070  HISTORY     - Date     Condition        Report By
 CR1070  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1070  HISTORY     - 19980530 GOOD             USPSQD
 CR1070  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR1070
 CR1070                          STATION DESCRIPTION
 CR1070
 CR1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1070'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH-NORTHEAST OF THE
 CR1070'MAIN GATE OF THE LONGHORN ORDNANCE DEPOT IN KARNACK.  THE TANK
 CR1070'IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND ITS OVER-ALL
 CR1070'HEIGHT IS ABOUT 100 FEET.  IT IS PAINTED RED AND WHITE CHECKERED
 CR1070'WITH A GREEN TOP.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
 CR1070
 CR1070                          STATION RECOVERY (1998)
 CR1070
 CR1070'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1070'RECOVERED IN GOOD CONDITION.
 CR1070
 CR1070                          STATION RECOVERY (2003)
 CR1070
 CR1070'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR1070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1071 ***********************************************************************
 CR1071  DESIGNATION -  LONGHORN ORD DEPOT E WATER TK
 CR1071  PID         -  CR1071
 CR1071  STATE/COUNTY-  TX/HARRISON
 CR1071  USGS QUAD   -  KARNACK (1978)
 CR1071
 CR1071                         *CURRENT SURVEY CONTROL
 CR1071  ___________________________________________________________________
 CR1071* NAD 83(1993)-  32 40 47.50872(N)    094 08 09.17955(W)     ADJUSTED  
 CR1071* NAVD 88     -                                                        
 CR1071  ___________________________________________________________________
 CR1071  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CR1071  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR1071
 CR1071  HORZ ORDER  -  THIRD
 CR1071
 CR1071.The horizontal coordinates were established by classical geodetic methods
 CR1071.and adjusted by the National Geodetic Survey in September 1999..
 CR1071
 CR1071
 CR1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1071
 CR1071.The geoid height was determined by GEOID03.
 CR1071
 CR1071;                    North         East     Units Scale Factor Converg.
 CR1071;SPC TXNC     - 2,120,853.019 1,009,145.963   MT  0.99989354   +2 22 48.6
 CR1071;SPC TXNC     - 6,958,165.28  3,310,839.71   sFT  0.99989354   +2 22 48.6
 CR1071;SPC LA N     -   242,858.436   846,577.102   MT  1.00000304   -0 51 53.6
 CR1071;SPC LA N     -   796,778.05  2,777,478.38   sFT  1.00000304   -0 51 53.6
 CR1071;UTM  15      - 3,616,367.514   393,506.048   MT  0.99973984   -0 36 48.1
 CR1071
 CR1071                          SUPERSEDED SURVEY CONTROL
 CR1071
 CR1071  NAD 83(1993)-  32 40 47.50894(N)    094 08 09.17820(W) AD(       ) 4
 CR1071  NAD 83(1986)-  32 40 47.51789(N)    094 08 09.16733(W) AD(       ) 4
 CR1071  NAD 27      -  32 40 46.99100(N)    094 08 08.49700(W) AD(       ) 3
 CR1071
 CR1071.Superseded values are not recommended for survey control.
 CR1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1071.See file dsdata.txt to determine how the superseded data were derived.
 CR1071
 CR1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9350616368(NAD 83)
 CR1071_MARKER: 53 = ELEVATED TANK
 CR1071
 CR1071  HISTORY     - Date     Condition        Report By
 CR1071  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1071  HISTORY     - 19980530 GOOD             USPSQD
 CR1071  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR1071
 CR1071                          STATION DESCRIPTION
 CR1071
 CR1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1071'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF THE MAIN GATE
 CR1071'OF THE LONGHORN ORDNANCE DEPOT IN KARNACK.  THE TANK IS SUPPORTED
 CR1071'BY A 4-LEGGED STEEL STRUCTURE AND ITS OVER-ALL HEIGHT IS ABOUT
 CR1071'120 FEET.  IT IS PAINTED RED AND WHITE CHECKERED.  THE TOP AND
 CR1071'CENTER WAS THE POINT INTERSECTED.
 CR1071
 CR1071                          STATION RECOVERY (1998)
 CR1071
 CR1071'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1071'RECOVERED IN GOOD CONDITION.
 CR1071
 CR1071                          STATION RECOVERY (2003)
 CR1071
 CR1071'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1810 ***********************************************************************
 AY1810  DESIGNATION -  LONGHORN PORTLAND CEMENT CO TK
 AY1810  PID         -  AY1810
 AY1810  STATE/COUNTY-  TX/BEXAR
 AY1810  USGS QUAD   -  LONGHORN (1992)
 AY1810
 AY1810                         *CURRENT SURVEY CONTROL
 AY1810  ___________________________________________________________________
 AY1810* NAD 83(1993)-  29 32 00.69849(N)    098 24 05.55446(W)     ADJUSTED  
 AY1810* NAVD 88     -                                                        
 AY1810  ___________________________________________________________________
 AY1810  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AY1810  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AY1810
 AY1810  HORZ ORDER  -  THIRD
 AY1810
 AY1810.The horizontal coordinates were established by classical geodetic methods
 AY1810.and adjusted by the National Geodetic Survey in February 1996..
 AY1810
 AY1810
 AY1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1810
 AY1810.The geoid height was determined by GEOID03.
 AY1810
 AY1810;                    North         East     Units Scale Factor Converg.
 AY1810;SPC TXSC     - 4,188,575.091   658,003.198   MT  0.99986923   +0 17 35.5
 AY1810;SPC TXSC     -13,742,016.78  2,158,798.83   sFT  0.99986923   +0 17 35.5
 AY1810;UTM  14      - 3,267,247.518   557,988.379   MT  0.99964149   +0 17 42.0
 AY1810
 AY1810                          SUPERSEDED SURVEY CONTROL
 AY1810
 AY1810  NAD 83(1986)-  29 32 00.70338(N)    098 24 05.53661(W) AD(       ) 4
 AY1810  NAD 27      -  29 31 59.87700(N)    098 24 04.48100(W) AD(       ) 3
 AY1810
 AY1810.Superseded values are not recommended for survey control.
 AY1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1810.See file dsdata.txt to determine how the superseded data were derived.
 AY1810
 AY1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5798867248(NAD 83)
 AY1810_MARKER: 53 = ELEVATED TANK
 AY1810
 AY1810  HISTORY     - Date     Condition        Report By
 AY1810  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1810  HISTORY     - 1989     GOOD             USPSQD
 AY1810  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY1810
 AY1810                          STATION DESCRIPTION
 AY1810
 AY1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1810'THE BALL ON TOP OF THE WATER TANK, LOCATED ABOUT 9 MILES NORTH
 AY1810'OF THE CENTER OF SAN ANTONIO AND 1.5 MILE NORTH OF LOOP 13,
 AY1810'JUST SOUTH OF NACOGDOCHES ROAD AND BEHIND THE OFFICE BUILDING
 AY1810'OF THE LONGHORN PORTLAND CEMENT COMPANY.  IT IS 125 FEET
 AY1810'HIGH, PAINTED SILVER AND HAS A CAPACITY OF 50,000 GALLONS.
 AY1810'THE TANK WAS ERECTED IN 1928.
 AY1810
 AY1810                          STATION RECOVERY (1989)
 AY1810
 AY1810'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1810'RECOVERED IN GOOD CONDITION.
 AY1810
 AY1810                          STATION RECOVERY (1999)
 AY1810
 AY1810'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0572 ***********************************************************************
 DP0572  DESIGNATION -  LONGS
 DP0572  PID         -  DP0572
 DP0572  STATE/COUNTY-  TX/MOTLEY
 DP0572  USGS QUAD   -  MAC BAIN (1981)
 DP0572
 DP0572                         *CURRENT SURVEY CONTROL
 DP0572  ___________________________________________________________________
 DP0572* NAD 83(1993)-  33 58 13.11800(N)    100 52 52.51399(W)     ADJUSTED  
 DP0572* NAVD 88     -       858.     (meters)    2815.     (feet)  SCALED    
 DP0572  ___________________________________________________________________
 DP0572  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DP0572  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DP0572
 DP0572  HORZ ORDER  -  FIRST
 DP0572
 DP0572.The horizontal coordinates were established by classical geodetic methods
 DP0572.and adjusted by the National Geodetic Survey in February 1996..
 DP0572
 DP0572.The orthometric height was scaled from a topographic map.
 DP0572
 DP0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0572
 DP0572.The geoid height was determined by GEOID03.
 DP0572
 DP0572;                    North         East     Units Scale Factor Converg.
 DP0572;SPC TXNC     - 2,257,957.769   379,950.483   MT  1.00000102   -1 17 55.4
 DP0572;SPC TXNC     - 7,407,983.11  1,246,554.21   sFT  1.00000102   -1 17 55.4
 DP0572;UTM  14      - 3,760,458.749   326,198.039   MT  0.99997238   -1 03 05.2
 DP0572
 DP0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0572!SPC TXNC     -   0.99986954  x   1.00000102  =   0.99987056
 DP0572!UTM  14      -   0.99986954  x   0.99997238  =   0.99984193
 DP0572
 DP0572:                Primary Azimuth Mark                     Grid Az
 DP0572:SPC TXNC     -  MATADOR MUNICIPAL TANK                   050 53 57.7
 DP0572:UTM  14      -  MATADOR MUNICIPAL TANK                   050 39 07.5
 DP0572
 DP0572|---------------------------------------------------------------------|
 DP0572| PID    Reference Object                     Distance      Geod. Az  |
 DP0572|                                                           dddmmss.s |
 DP0572| EN0732 MATADOR MUNICIPAL TANK              APPROX. 7.3 KM 0493602.3 |
 DP0572| CX8562 LONGS RM 1                            6.333 METERS 05007     |
 DP0572| EN0733 MATADOR TV RELAY MST                APPROX. 6.1 KM 0543216.8 |
 DP0572| CX8563 LONGS RM 2                           21.029 METERS 15138     |
 DP0572| DP0567 ROARING SPRINGS BLACK TANK          APPROX. 7.2 KM 1641551.8 |
 DP0572| DP0569 ROARING SPRINGS TV RELAY MST        APPROX. 8.3 KM 1720747.6 |
 DP0572| DP0573 MATADOR TV RELAY MST WEST           APPROX. 3.3 KM 2912925.0 |
 DP0572| CX8561 LONGS AZ MK                                        3125222.7 |
 DP0572|---------------------------------------------------------------------|
 DP0572
 DP0572                          SUPERSEDED SURVEY CONTROL
 DP0572
 DP0572  NAD 83(1993)-  33 58 13.12058(N)    100 52 52.51221(W) AD(       ) 1
 DP0572  NAD 83(1986)-  33 58 13.12362(N)    100 52 52.50747(W) AD(       ) 1
 DP0572  NAD 27      -  33 58 12.84402(N)    100 52 51.01498(W) AD(       ) 1
 DP0572
 DP0572.Superseded values are not recommended for survey control.
 DP0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0572.See file dsdata.txt to determine how the superseded data were derived.
 DP0572
 DP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2619860459(NAD 83)
 DP0572_MARKER: DS = TRIANGULATION STATION DISK
 DP0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0572
 DP0572  HISTORY     - Date     Condition        Report By
 DP0572  HISTORY     - 1964     MONUMENTED       CGS
 DP0572
 DP0572                          STATION DESCRIPTION
 DP0572
 DP0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0572'THE STATION IS ABOUT 5 MILES SOUTHWEST OF MATADOR, 5 MILES
 DP0572'NORTH-NORTHWEST OF ROARING SPRINGS, ON THE HIGHEST POINT IN THE
 DP0572'IMMEDIATE VICINITY AND ON LAND OWNED BY THE ROCK ISLAND CATTLE
 DP0572'COMPANY.
 DP0572'
 DP0572'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 62 AND 70
 DP0572'AND STATE HIGHWAY 70 AT THE WEST EDGE OF MATADOR, GO WEST ON U. S.
 DP0572'HIGHWAYS 62 AND 70 FOR 4.4 MILES TO A BOARD GATE ON THE RIGHT AND A
 DP0572'WIRE GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE WIRE GATE AND
 DP0572'GO SOUTH ON A TRACK ROAD FOR 1.35 MILES TO THE AZIMUTH MARK ON THE
 DP0572'RIGHT.  CONTINUE SOUTHEAST AND EAST ON THE TRACK ROAD FOR 0.55
 DP0572'MILE TO A FORK.  BEAR RIGHT AND GO EAST, UP GRADE, ON A DIM TRACK
 DP0572'ROAD FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 DP0572'
 DP0572'THE STATION MARK IS A STANDARD DISK, STAMPED LONGS 1964, SET IN THE
 DP0572'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 DP0572'55.8 FEET WEST OF A NORTH-SOUTH FENCE AND 5.1 FEET SOUTH OF A
 DP0572'WITNESS POST.
 DP0572'
 DP0572'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LONGS NO 1 1964, SET
 DP0572'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 DP0572'IT IS 42.4 FEET WEST OF THE FENCE AND ABOUT 1 FOOT LOWER IN
 DP0572'ELEVATION THAN THE STATION.
 DP0572'
 DP0572'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LONGS NO 2 1964, SET
 DP0572'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 DP0572'IT IS 1 FOOT WEST OF THE FENCE AND ABOUT 2 FEET LOWER IN ELEVATION
 DP0572'THAN THE STATION.
 DP0572'
 DP0572'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LONGS 1964, SET IN THE
 DP0572'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS
 DP0572'18.9 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD AND 2.4
 DP0572'FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1197 ***********************************************************************
 CR1197  DESIGNATION -  LONGVIEW
 CR1197  PID         -  CR1197
 CR1197  STATE/COUNTY-  TX/GREGG
 CR1197  USGS QUAD   -  LONGVIEW HEIGHTS (1978)
 CR1197
 CR1197                         *CURRENT SURVEY CONTROL
 CR1197  ___________________________________________________________________
 CR1197* NAD 83(1993)-  32 30 30.09648(N)    094 43 47.13644(W)     ADJUSTED  
 CR1197* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 CR1197  ___________________________________________________________________
 CR1197  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CR1197  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CR1197
 CR1197  HORZ ORDER  -  FIRST
 CR1197
 CR1197.The horizontal coordinates were established by classical geodetic methods
 CR1197.and adjusted by the National Geodetic Survey in February 1996..
 CR1197
 CR1197.The orthometric height was scaled from a topographic map.
 CR1197
 CR1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1197
 CR1197.The geoid height was determined by GEOID03.
 CR1197
 CR1197;                    North         East     Units Scale Factor Converg.
 CR1197;SPC TXNC     - 2,099,692.185   954,176.794   MT  0.99991726   +2 03 22.6
 CR1197;SPC TXNC     - 6,888,740.11  3,130,495.03   sFT  0.99991726   +2 03 22.6
 CR1197;UTM  15      - 3,598,104.255   337,512.298   MT  0.99992558   -0 55 47.3
 CR1197
 CR1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1197!SPC TXNC     -   0.99998328  x   0.99991726  =   0.99990054
 CR1197!UTM  15      -   0.99998328  x   0.99992558  =   0.99990886
 CR1197
 CR1197|---------------------------------------------------------------------|
 CR1197| PID    Reference Object                     Distance      Geod. Az  |
 CR1197|                                                           dddmmss.s |
 CR1197| CX6685 LONGVIEW RM 1                        21.983 METERS 03249     |
 CR1197| CR1195 LONGVIEW RAD STA KFRO NE MAST       APPROX. 2.6 KM 1043902.7 |
 CR1197| CR1196 LONGVIEW RAD STA KFRO CEN MAST      APPROX. 2.6 KM 1053009.4 |
 CR1197| CR1199 LONGVIEW RAD STA KFRO SW MAST       APPROX. 2.6 KM 1062204.8 |
 CR1197| CR1146 LONGVIEW MUNICIPAL TANK             APPROX. 3.0 KM 1572231.1 |
 CR1197| CX6684 LONGVIEW AZ MK                                     1733614.2 |
 CR1197| CR1145 LONGVIEW LE TOURNEAU TECH TANK      APPROX. 4.4 KM 1743611.1 |
 CR1197| CR1149 AIRPORT BN GREGG APT LONGVIEW       APPROX.13.4 KM 1754216.4 |
 CR1197| CR1148 LONGVIEW LE TOURNEAU TECH STK       APPROX. 4.8 KM 1763547.9 |
 CR1197| CR1198 TT 21 WM                             26.582 METERS 17653     |
 CR1197| CR1144 LONGVIEW RAD KLTI MAST KLUE         APPROX. 6.5 KM 1774058.4 |
 CR1197| CR1150 LONGVIEW SW MUNICIPAL TANK          APPROX. 1.3 KM 2234052.3 |
 CR1197| CR1147 LONGVIEW NE MUNICIPAL TANK          APPROX. 1.3 KM 2234435.4 |
 CR1197| CR1202 GREGGTON MUNICIPAL TANK             APPROX. 6.2 KM 2693403.9 |
 CR1197| CR1212 GLADEWATER                          APPROX.19.4 KM 2834336.6 |
 CR1197|---------------------------------------------------------------------|
 CR1197
 CR1197                          SUPERSEDED SURVEY CONTROL
 CR1197
 CR1197  NAD 83(1986)-  32 30 30.10443(N)    094 43 47.12451(W) AD(       ) 1
 CR1197  NAD 27      -  32 30 29.57190(N)    094 43 46.36480(W) AD(       ) 1
 CR1197
 CR1197.Superseded values are not recommended for survey control.
 CR1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1197.See file dsdata.txt to determine how the superseded data were derived.
 CR1197
 CR1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3751298104(NAD 83)
 CR1197_MARKER: DS = TRIANGULATION STATION DISK
 CR1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1197_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1197
 CR1197  HISTORY     - Date     Condition        Report By
 CR1197  HISTORY     - 1950     MONUMENTED       CGS
 CR1197  HISTORY     - 1956     GOOD             CGS
 CR1197  HISTORY     - 1957     GOOD             CGS
 CR1197  HISTORY     - 19910204 GOOD             USPSQD
 CR1197
 CR1197                          STATION DESCRIPTION
 CR1197
 CR1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1197'THE STATION IS LOCATED IN THE NORTHEAST RESIDENTIAL SECTION
 CR1197'OF LONGVIEW, IN THE NORTHWEST CORNER OF THE JUNCTION OF ADAMS
 CR1197'STREET AND NORTH SEVENTH STREET.  IT IS 62 FEET NORTH OF THE
 CR1197'CENTERLINE OF ADAMS STREET, 25 FEET WEST OF THE CENTERLINE OF
 CR1197'NORTH SEVENTH STREET AND 16 FEET EAST OF A YARD FENCE.  THE
 CR1197'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 CR1197'STAMPED LONGVIEW 1950.
 CR1197'
 CR1197'REFERENCE MARK NO. 1 IS 81 FEET SOUTH OF THE CENTERLINE OF LAUREL
 CR1197'STREET AND 16 FEET EAST OF THE CENTERLINE OF NORTH SEVENTH
 CR1197'STREET.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CR1197'LONGVIEW NO 1 1950.
 CR1197'
 CR1197'TT 21 WM IS USED AS REFERENCE MARK NO. 2.  IT IS 24 FEET SOUTH
 CR1197'OF THE CENTERLINE OF ADAMS STREET, 20 FEET WEST OF THE CENTERLINE
 CR1197'OF NORTH SEVENTH STREET AND 3.3 FEET WEST OF A POWERLINE POLE.
 CR1197'THE MARK IS A USGS BENCH MARK SET IN A 6 X 6 INCH SQUARE CONCRETE
 CR1197'POST WHICH PROJECTS 2 INCHES AND THE DISK IS STAMPED TT 21 WM
 CR1197'1949.
 CR1197'
 CR1197'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LONGVIEW
 CR1197'TO TT 21 WM.
 CR1197'
 CR1197'AZIMUTH MARK IS ABOUT 0.1 MILE SOUTH-SOUTHEAST OF THE STATION,
 CR1197'21 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 19
 CR1197'FEET EAST OF THE CENTERLINE OF NORTH SEVENTH STREET AND 12 FEET
 CR1197'NORTHEAST OF A CULVERT.  THE MARK PROJECTS 2 INCHES AND THE
 CR1197'DISK IS STAMPED LONGVIEW 1950.
 CR1197'
 CR1197'TO REACH FROM THE INTERSECTION OF (MARSHALL AVE.) U.S. HIGHWAY 80
 CR1197'AND NORTH FOURTH STREET, IN LONGVIEW, GO NORTH ON NORTH FOURTH
 CR1197'STREET 0.45 MILE TO ADAMS STREET, TURN RIGHT ON ADAMS STREET 0.1
 CR1197'MILE TO NORTH SEVENTH STREET AND THE STATION IN THE NORTHWEST
 CR1197'CORNER OF THE JUNCTION AS DESCRIBED.
 CR1197'
 CR1197'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON NORTH
 CR1197'SEVENTH STREET 0.1 MILE TO A SIDE STREET RIGHT AND THE MARK ON
 CR1197'THE LEFT.
 CR1197'
 CR1197'AN 87 FT. SIGNAL AT HARRISON, TATUM AND CHEROKEE IS VISIBLE AT
 CR1197'37 FT.
 CR1197'
 CR1197'A 74 FT. SIGNAL AT LANSING IS VISIBLE AT 37 FT.
 CR1197'
 CR1197'A 74 AT GREGGTON IS VISIBLE AT 50 FT.
 CR1197'
 CR1197'A 110 FT. SIGNAL AT LAIRD AND GLADEWATER IS VISIBLE AT 50 FT.
 CR1197'
 CR1197'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR1197
 CR1197                          STATION RECOVERY (1956)
 CR1197
 CR1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1197'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CR1197'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CR1197'STATION SITE WERE CORRECT.
 CR1197
 CR1197                          STATION RECOVERY (1957)
 CR1197
 CR1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1197'THE STATION, AZIMUTH, TT 21 WM (USGS) AND REFERENCE MARKS WERE
 CR1197'RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE DISCRIPTION
 CR1197'FOLLOWS.
 CR1197'
 CR1197'THE STATION IS LOCATED IN THE NORTHEAST RESIDENTIAL SECTION
 CR1197'OF LONGVIEW, IN THE NORTHWEST CORNER OF THE JUNCTION OF ADAMS
 CR1197'AND NORTH SEVENTH STREETS.  IT IS 62 FEET NORTH OF THE CENTER LINE
 CR1197'OF ADAMS STREET, 25 FEET WEST OF THE CENTER LINE OF NORTH SEVENTH
 CR1197'STREET AND 16 FEET EAST OF A YARD FENCE.  THE DISK
 CR1197'IS SET ON THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH
 CR1197'WITH THE GROUND AND IS STAMPED LONGVIEW 1950.
 CR1197'
 CR1197'REFERENCE MARK NO. 1 IS 81 FEET SOUTH OF THE CENTER LINE OF
 CR1197'LAUREL STREET AND 16 FEET EAST OF THE CENTER LINE OF NORTH
 CR1197'SEVENTH STREET.  THE DISK IS SET ON THE TOP OF A
 CR1197'CONCRETE MONUMENT PROJECTING 4 INCHES AND IS STAMPED LONGVIEW NO.
 CR1197'1 1950.
 CR1197'
 CR1197'TT 21 WM (USGS) IS USED AS REFERENCE MARK NO. 2.  IT IS 24 FEET
 CR1197'SOUTH OF THE CENTER LINE OF ADAMS STREET, 20 FEET WEST OF THE
 CR1197'CENTER LINE OF NORTH SEVENTH STREET AND 3.3 FEET WEST OF A
 CR1197'POWERLINE POLE.  THE DISK IS A STANDARD USGS BENCH MARK SET ON
 CR1197'THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING 2 INCHES AND
 CR1197'IS STAMPED TT 21 WM 1949.
 CR1197'
 CR1197'THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTH-SOUTHEAST OF THE STATION,
 CR1197'21 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE
 CR1197'AT 1302 NORTH SEVENTH STREET, 19 FEET EAST OF THE CENTER LINE
 CR1197'OF NORTH SEVENTH STREET AND 12 FEET NORTHEAST OF THE EAST END
 CR1197'OF A CULVERT.  THE DISK IS SET ON THE TOP OF A
 CR1197'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED LONGVIEW
 CR1197'1950.
 CR1197'
 CR1197'TO REACH THE STATION FROM U.S. HIGHWAY 80 (MARSHALL AVE.) AND
 CR1197'NORTH FOURTH STREET IN LONGVIEW, GO NORTH ON NORTH
 CR1197'FOURTH STREET 0.45 MILE TO ADAMS STREET, TURN RIGHT ON ADAMS
 CR1197'STREET FOR 0.1 MILE TO NORTH SEVENTH STREET AND THE STATION IN
 CR1197'THE NORTHWEST ANGLE OF THE INTERSECTION AS DESCRIBED.
 CR1197'
 CR1197'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.1 MILE SOUTH
 CR1197'ON NORTH SEVENTH STREET TO ROSS STREET AND THE MARK ON THE
 CR1197'LEFT (EAST) AS DESCRIBED.
 CR1197
 CR1197                          STATION RECOVERY (1991)
 CR1197
 CR1197'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMW)
 CR1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1145 ***********************************************************************
 CR1145  DESIGNATION -  LONGVIEW LE TOURNEAU TECH TANK
 CR1145  PID         -  CR1145
 CR1145  STATE/COUNTY-  TX/GREGG
 CR1145  USGS QUAD   -  LAKEPORT (1983)
 CR1145
 CR1145                         *CURRENT SURVEY CONTROL
 CR1145  ___________________________________________________________________
 CR1145* NAD 83(1993)-  32 28 06.73397(N)    094 43 31.15974(W)     ADJUSTED  
 CR1145* NAVD 88     -                                                        
 CR1145  ___________________________________________________________________
 CR1145  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CR1145  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CR1145
 CR1145  HORZ ORDER  -  THIRD
 CR1145
 CR1145.The horizontal coordinates were established by classical geodetic methods
 CR1145.and adjusted by the National Geodetic Survey in February 1996..
 CR1145
 CR1145
 CR1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1145
 CR1145.The geoid height was determined by GEOID03.
 CR1145
 CR1145;                    North         East     Units Scale Factor Converg.
 CR1145;SPC TXNC     - 2,095,294.179   954,752.149   MT  0.99992404   +2 03 31.3
 CR1145;SPC TXNC     - 6,874,310.99  3,132,382.68   sFT  0.99992404   +2 03 31.3
 CR1145;UTM  15      - 3,593,682.232   337,857.803   MT  0.99992420   -0 55 35.1
 CR1145
 CR1145                          SUPERSEDED SURVEY CONTROL
 CR1145
 CR1145  NAD 83(1986)-  32 28 06.74210(N)    094 43 31.14774(W) AD(       ) 4
 CR1145  NAD 27      -  32 28 06.20400(N)    094 43 30.38900(W) AD(       ) 3
 CR1145
 CR1145.Superseded values are not recommended for survey control.
 CR1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1145.See file dsdata.txt to determine how the superseded data were derived.
 CR1145
 CR1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3785893682(NAD 83)
 CR1145_MARKER: 51 = TANK
 CR1145
 CR1145  HISTORY     - Date     Condition        Report By
 CR1145  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1145  HISTORY     - 1957     GOOD             CGS
 CR1145  HISTORY     - 1963     GOOD             CGS
 CR1145  HISTORY     - 1970     SEE DESCRIPTION  NGS
 CR1145  HISTORY     - 19910204 MARK NOT FOUND   USPSQD
 CR1145
 CR1145                          STATION DESCRIPTION
 CR1145
 CR1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1145'THIS STATION IS LOCATED ON THE GROUNDS OF THE LE TOURNEAU
 CR1145'TECHNICAL INSTITUTE OF TEXAS, IN THE SOUTHEAST PART OF LONGVIEW.
 CR1145'IT IS A WOODEN TANK, ABOUT 24 FEET IN DIAMETER, SET ON THE TOP
 CR1145'OF A ROUND, BRICK TOWER, WHICH IS 20 FEET IN DIAMETER.
 CR1145'IT IS PAINTED BROWN.  HEIGHT OF THE TANK IS 75 FEET.
 CR1145'
 CR1145'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 CR1145
 CR1145                          STATION RECOVERY (1957)
 CR1145
 CR1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 CR1145'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1145
 CR1145                          STATION RECOVERY (1963)
 CR1145
 CR1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 CR1145'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1950 DESCRIPTION.
 CR1145
 CR1145                          STATION RECOVERY (1970)
 CR1145
 CR1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 CR1145'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, BUT
 CR1145'IS SCHEDULED TO BE TORN DOWN SHORTLY.
 CR1145'
 CR1145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LONGVIEW,
 CR1145'TEXAS
 CR1145
 CR1145                          STATION RECOVERY (1991)
 CR1145
 CR1145'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMW)
 CR1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1146 ***********************************************************************
 CR1146  DESIGNATION -  LONGVIEW MUNICIPAL TANK
 CR1146  PID         -  CR1146
 CR1146  STATE/COUNTY-  TX/GREGG
 CR1146  USGS QUAD   -  LAKEPORT (1983)
 CR1146
 CR1146                         *CURRENT SURVEY CONTROL
 CR1146  ___________________________________________________________________
 CR1146* NAD 83(1993)-  32 28 58.76234(N)    094 43 02.22818(W)     ADJUSTED  
 CR1146* NAVD 88     -                                                        
 CR1146  ___________________________________________________________________
 CR1146  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CR1146  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CR1146
 CR1146  HORZ ORDER  -  THIRD
 CR1146
 CR1146.The horizontal coordinates were established by classical geodetic methods
 CR1146.and adjusted by the National Geodetic Survey in February 1996..
 CR1146
 CR1146
 CR1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1146
 CR1146.The geoid height was determined by GEOID03.
 CR1146
 CR1146;                    North         East     Units Scale Factor Converg.
 CR1146;SPC TXNC     - 2,096,922.876   955,449.422   MT  0.99992153   +2 03 47.1
 CR1146;SPC TXNC     - 6,879,654.47  3,134,670.31   sFT  0.99992153   +2 03 47.1
 CR1146;UTM  15      - 3,595,272.405   338,638.953   MT  0.99992108   -0 55 20.9
 CR1146
 CR1146                          SUPERSEDED SURVEY CONTROL
 CR1146
 CR1146  NAD 83(1986)-  32 28 58.77042(N)    094 43 02.21626(W) AD(       ) 4
 CR1146  NAD 27      -  32 28 58.23500(N)    094 43 01.45800(W) AD(       ) 3
 CR1146
 CR1146.Superseded values are not recommended for survey control.
 CR1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1146.See file dsdata.txt to determine how the superseded data were derived.
 CR1146
 CR1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3863995272(NAD 83)
 CR1146_MARKER: 53 = ELEVATED TANK
 CR1146
 CR1146  HISTORY     - Date     Condition        Report By
 CR1146  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1146  HISTORY     - 1956     GOOD             CGS
 CR1146  HISTORY     - 1964     GOOD             CGS
 CR1146  HISTORY     - 1970     GOOD             NGS
 CR1146  HISTORY     - 19910204 GOOD             USPSQD
 CR1146
 CR1146                          STATION DESCRIPTION
 CR1146
 CR1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1146'THIS STATION IS LOCATED AT THE SOUTHEAST EDGE OF LONGVIEW,
 CR1146'AT THE END OF SOUTH 16TH. STREET.  IT IS AN 8 LEGGED STEEL
 CR1146'STRUCTURE, ABOUT 150 FEET HIGH, 60 FEET IN DIAMETER AT THE
 CR1146'BASE, AND IS SILVER IN COLOR.
 CR1146'
 CR1146'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CR1146
 CR1146                          STATION RECOVERY (1956)
 CR1146
 CR1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1146'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1146'DIRECTIONS FOR PORCEEDING TO STATION SITE WERE CORRECT.
 CR1146
 CR1146                          STATION RECOVERY (1964)
 CR1146
 CR1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 CR1146'THE STATION WAS RECOVERED AND VERIFIED.
 CR1146
 CR1146                          STATION RECOVERY (1970)
 CR1146
 CR1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 CR1146'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1146'
 CR1146'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LONGVIEW,
 CR1146'TEXAS
 CR1146
 CR1146                          STATION RECOVERY (1991)
 CR1146
 CR1146'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMW)
 CR1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1147 ***********************************************************************
 CR1147  DESIGNATION -  LONGVIEW NE MUNICIPAL TANK
 CR1147  PID         -  CR1147
 CR1147  STATE/COUNTY-  TX/GREGG
 CR1147  USGS QUAD   -  LAKEPORT (1983)
 CR1147
 CR1147                         *CURRENT SURVEY CONTROL
 CR1147  ___________________________________________________________________
 CR1147* NAD 83(1993)-  32 29 59.13636(N)    094 44 22.10014(W)     ADJUSTED  
 CR1147* NAVD 88     -                                                        
 CR1147  ___________________________________________________________________
 CR1147  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 CR1147  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1147
 CR1147  HORZ ORDER  -  THIRD
 CR1147
 CR1147.The horizontal coordinates were established by classical geodetic methods
 CR1147.and adjusted by the National Geodetic Survey in February 1996..
 CR1147
 CR1147
 CR1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1147
 CR1147.The geoid height was determined by GEOID03.
 CR1147
 CR1147;                    North         East     Units Scale Factor Converg.
 CR1147;SPC TXNC     - 2,098,706.467   953,298.954   MT  0.99991869   +2 03 03.5
 CR1147;SPC TXNC     - 6,885,506.13  3,127,614.98   sFT  0.99991869   +2 03 03.5
 CR1147;UTM  15      - 3,597,165.593   336,584.294   MT  0.99992931   -0 56 05.3
 CR1147
 CR1147                          SUPERSEDED SURVEY CONTROL
 CR1147
 CR1147  NAD 83(1986)-  32 29 59.14424(N)    094 44 22.08824(W) AD(       ) 4
 CR1147  NAD 27      -  32 29 58.61200(N)    094 44 21.32700(W) AD(       ) 3
 CR1147
 CR1147.Superseded values are not recommended for survey control.
 CR1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1147.See file dsdata.txt to determine how the superseded data were derived.
 CR1147
 CR1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3658497166(NAD 83)
 CR1147_MARKER: 53 = ELEVATED TANK
 CR1147
 CR1147  HISTORY     - Date     Condition        Report By
 CR1147  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1147  HISTORY     - 1956     GOOD             CGS
 CR1147  HISTORY     - 1957     GOOD             CGS
 CR1147  HISTORY     - 1970     GOOD             NGS
 CR1147  HISTORY     - 19910204 GOOD             USPSQD
 CR1147
 CR1147                          STATION DESCRIPTION
 CR1147
 CR1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1147'THIS STATION IS LOCATED 1/2 BLOCK SOUTHEAST OF THE JUNCTION
 CR1147'OF U.S. HIGHWAY 80 AND STATE HIGHWAY 26 IN LONGVIEW.  IT IS
 CR1147'1 OF 2 IDENTICAL TANKS SET SIDE BY SIDE.  IT IS A 6 LEGGED
 CR1147'STEEL STRUCTURE, ABOUT 120 FEET HIGH, 60 FEET IN DIAMETER AT THE
 CR1147'BASE, AND IS SILVER IN COLOR.
 CR1147'
 CR1147'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CR1147
 CR1147                          STATION RECOVERY (1956)
 CR1147
 CR1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1147'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1147
 CR1147                          STATION RECOVERY (1957)
 CR1147
 CR1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 CR1147'STATION RECOVERED AS DESCRIBED.  HOWEVER, IT SHOULD BE ADDED
 CR1147'THAT THE WORD LONGVIEW IS PAINTED ON THE NORTH AND SOUTH SIDES
 CR1147'OF THIS TANK.  AN ADDITIONAL TANK, WHICH IS AN EIGHT LEGGED,
 CR1147'SILVER, STEEL STRUCTURE, HAS ALSO BEEN ERECTED ON THE SAME KNOLL
 CR1147'AND IS SOUTHWESTERLY OF THE SUBJECT STATION.
 CR1147
 CR1147                          STATION RECOVERY (1970)
 CR1147
 CR1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 CR1147'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1147'STATE HIGHWAY 29 IS NOW U.S. 259.
 CR1147'
 CR1147'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LONGVIEW,
 CR1147'TEXAS
 CR1147
 CR1147                          STATION RECOVERY (1991)
 CR1147
 CR1147'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMW)
 CR1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1143 ***********************************************************************
 CR1143  DESIGNATION -  LONGVIEW NW MUNICIPAL TANK
 CR1143  PID         -  CR1143
 CR1143  STATE/COUNTY-  TX/GREGG
 CR1143  USGS QUAD   -  LAKEPORT (1983)
 CR1143
 CR1143                         *CURRENT SURVEY CONTROL
 CR1143  ___________________________________________________________________
 CR1143* NAD 83(1993)-  32 29 57.87395(N)    094 44 21.95019(W)     ADJUSTED  
 CR1143* NAVD 88     -                                                        
 CR1143  ___________________________________________________________________
 CR1143  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 CR1143  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1143
 CR1143  HORZ ORDER  -  THIRD
 CR1143
 CR1143.The horizontal coordinates were established by classical geodetic methods
 CR1143.and adjusted by the National Geodetic Survey in February 1996..
 CR1143
 CR1143
 CR1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1143
 CR1143.The geoid height was determined by GEOID03.
 CR1143
 CR1143;                    North         East     Units Scale Factor Converg.
 CR1143;SPC TXNC     - 2,098,667.747   953,304.257   MT  0.99991875   +2 03 03.6
 CR1143;SPC TXNC     - 6,885,379.10  3,127,632.38   sFT  0.99991875   +2 03 03.6
 CR1143;UTM  15      - 3,597,126.650   336,587.573   MT  0.99992930   -0 56 05.2
 CR1143
 CR1143                          SUPERSEDED SURVEY CONTROL
 CR1143
 CR1143  NAD 83(1986)-  32 29 57.88194(N)    094 44 21.93821(W) AD(       ) 4
 CR1143  NAD 27      -  32 29 57.34800(N)    094 44 21.17900(W) AD(       ) 3
 CR1143
 CR1143.Superseded values are not recommended for survey control.
 CR1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1143.See file dsdata.txt to determine how the superseded data were derived.
 CR1143
 CR1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3658897127(NAD 83)
 CR1143_MARKER: 53 = ELEVATED TANK
 CR1143
 CR1143  HISTORY     - Date     Condition        Report By
 CR1143  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1143  HISTORY     - 1970     GOOD             NGS
 CR1143  HISTORY     - 19910420 GOOD             USPSQD
 CR1143
 CR1143                          STATION DESCRIPTION
 CR1143
 CR1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1143'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF LONGVIEW ABOUT
 CR1143'50 YARDS EAST OF TEXAS STATE HIGHWAY 26.  THE TANK IS MUSHROOM
 CR1143'IN SHAPE WITH A BALL AT THE APEX OF THE ROOF AND IS PAINTED
 CR1143'SILVER IN COLOR.  IT IS SUPPORTED BY A 10 LEGGED STEEL STRUCTURE.
 CR1143'THE OVERALL HEIGHT IS 133 FEET.  IT IS THE LARGEST OF THREE
 CR1143'TANKS.
 CR1143'
 CR1143'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 CR1143
 CR1143                          STATION RECOVERY (1970)
 CR1143
 CR1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 CR1143'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1143'STATE HIGHWAY 29 IS NOW U.S. 259.
 CR1143'
 CR1143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LONGVIEW,
 CR1143'TEXAS
 CR1143
 CR1143                          STATION RECOVERY (1991)
 CR1143
 CR1143'RECOVERY NOTE BY US POWER SQUADRON 1991 (RP)
 CR1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1144 ***********************************************************************
 CR1144  DESIGNATION -  LONGVIEW RAD KLTI MAST KLUE
 CR1144  PID         -  CR1144
 CR1144  STATE/COUNTY-  TX/GREGG
 CR1144  USGS QUAD   -  LAKEPORT (1983)
 CR1144
 CR1144                         *CURRENT SURVEY CONTROL
 CR1144  ___________________________________________________________________
 CR1144* NAD 83(1993)-  32 26 58.01590(N)    094 43 37.01567(W)     ADJUSTED  
 CR1144* NAVD 88     -                                                        
 CR1144  ___________________________________________________________________
 CR1144  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CR1144  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR1144
 CR1144  HORZ ORDER  -  THIRD
 CR1144
 CR1144.The horizontal coordinates were established by classical geodetic methods
 CR1144.and adjusted by the National Geodetic Survey in February 1996..
 CR1144
 CR1144
 CR1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1144
 CR1144.The geoid height was determined by GEOID03.
 CR1144
 CR1144;                    North         East     Units Scale Factor Converg.
 CR1144;SPC TXNC     - 2,093,173.409   954,675.343   MT  0.99992746   +2 03 28.1
 CR1144;SPC TXNC     - 6,867,353.09  3,132,130.69   sFT  0.99992746   +2 03 28.1
 CR1144;UTM  15      - 3,591,568.341   337,670.669   MT  0.99992495   -0 55 36.5
 CR1144
 CR1144                          SUPERSEDED SURVEY CONTROL
 CR1144
 CR1144  NAD 83(1986)-  32 26 58.02409(N)    094 43 37.00361(W) AD(       ) 4
 CR1144  NAD 27      -  32 26 57.49000(N)    094 43 36.24500(W) AD(       ) 3
 CR1144
 CR1144.Superseded values are not recommended for survey control.
 CR1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1144.See file dsdata.txt to determine how the superseded data were derived.
 CR1144
 CR1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3767191568(NAD 83)
 CR1144_MARKER: 42 = RADIO/TV MAST
 CR1144
 CR1144  HISTORY     - Date     Condition        Report By
 CR1144  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1144  HISTORY     - 1956     GOOD             CGS
 CR1144  HISTORY     - 1957     GOOD             CGS
 CR1144  HISTORY     - 1963     GOOD             CGS
 CR1144  HISTORY     - 1970     GOOD             NGS
 CR1144  HISTORY     - 19910420 GOOD             USPSQD
 CR1144
 CR1144                          STATION DESCRIPTION
 CR1144
 CR1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1144'THIS STATION IS LOCATED AT THE SOUTH EDGE OF LONGVIEW, ALONG
 CR1144'STATE HIGHWAY 149.  IT IS A TRIANGULAR STEEL STRUCTURE, 325 FEET
 CR1144'HIGH, 18 FEET ACROSS AT THE BASE, AND IS PAINTED RED AND WHITE.
 CR1144'
 CR1144'THE POINT INTERSECTED WAS THE TOP LIGHT.
 CR1144'
 CR1144'TO REACH FROM THE KLTI STUDIOS, AT THE LE TOURNEAU TECHNICAL
 CR1144'INSTITUTE OF TEXAS, IN THE SOUTHEAST PART OF LONGVIEW, GO
 CR1144'SOUTH ON STATE HIGHWAY 149 FOR 1.3 MILES TO THE MAST ON THE
 CR1144'RIGHT.
 CR1144
 CR1144                          STATION RECOVERY (1956)
 CR1144
 CR1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1144'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1144'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 CR1144
 CR1144                          STATION RECOVERY (1957)
 CR1144
 CR1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 CR1144'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1144
 CR1144                          STATION RECOVERY (1963)
 CR1144
 CR1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 CR1144'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1950 DESCRIPTION
 CR1144'
 CR1144'NOTE--THE STATION CALL LETTERS ARE KLUE AT THE PRESENT TIME.
 CR1144
 CR1144                          STATION RECOVERY (1970)
 CR1144
 CR1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 CR1144'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1144'
 CR1144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LONGVIEW,
 CR1144'TEXAS
 CR1144
 CR1144                          STATION RECOVERY (1991)
 CR1144
 CR1144'RECOVERY NOTE BY US POWER SQUADRON 1991 (RP)
 CR1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1195 ***********************************************************************
 CR1195  DESIGNATION -  LONGVIEW RAD STA KFRO NE MAST
 CR1195  PID         -  CR1195
 CR1195  STATE/COUNTY-  TX/GREGG
 CR1195  USGS QUAD   -  LONGVIEW HEIGHTS (1978)
 CR1195
 CR1195                         *CURRENT SURVEY CONTROL
 CR1195  ___________________________________________________________________
 CR1195* NAD 83(1993)-  32 30 08.84878(N)    094 42 11.27124(W)     ADJUSTED  
 CR1195* NAVD 88     -                                                        
 CR1195  ___________________________________________________________________
 CR1195  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CR1195  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1195
 CR1195  HORZ ORDER  -  THIRD
 CR1195
 CR1195.The horizontal coordinates were established by classical geodetic methods
 CR1195.and adjusted by the National Geodetic Survey in February 1996..
 CR1195
 CR1195
 CR1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1195
 CR1195.The geoid height was determined by GEOID03.
 CR1195
 CR1195;                    North         East     Units Scale Factor Converg.
 CR1195;SPC TXNC     - 2,099,128.239   956,700.910   MT  0.99991824   +2 04 14.8
 CR1195;SPC TXNC     - 6,886,889.90  3,138,776.24   sFT  0.99991824   +2 04 14.8
 CR1195;UTM  15      - 3,597,409.581   340,003.615   MT  0.99991567   -0 54 55.3
 CR1195
 CR1195                          SUPERSEDED SURVEY CONTROL
 CR1195
 CR1195  NAD 83(1986)-  32 30 08.85683(N)    094 42 11.25947(W) AD(       ) 4
 CR1195  NAD 27      -  32 30 08.32200(N)    094 42 10.49900(W) AD(       ) 3
 CR1195
 CR1195.Superseded values are not recommended for survey control.
 CR1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1195.See file dsdata.txt to determine how the superseded data were derived.
 CR1195
 CR1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR4000497410(NAD 83)
 CR1195_MARKER: 42 = RADIO/TV MAST
 CR1195
 CR1195  HISTORY     - Date     Condition        Report By
 CR1195  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1195
 CR1195                          STATION DESCRIPTION
 CR1195
 CR1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CR1195'SEE STATION LONGVIEW RADIO STA KFRO CEN MAST OF 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1196 ***********************************************************************
 CR1196  DESIGNATION -  LONGVIEW RAD STA KFRO CEN MAST
 CR1196  PID         -  CR1196
 CR1196  STATE/COUNTY-  TX/GREGG
 CR1196  USGS QUAD   -  LONGVIEW HEIGHTS (1978)
 CR1196
 CR1196                         *CURRENT SURVEY CONTROL
 CR1196  ___________________________________________________________________
 CR1196* NAD 83(1993)-  32 30 07.75436(N)    094 42 12.12636(W)     ADJUSTED  
 CR1196* NAVD 88     -                                                        
 CR1196  ___________________________________________________________________
 CR1196  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CR1196  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1196
 CR1196  HORZ ORDER  -  THIRD
 CR1196
 CR1196.The horizontal coordinates were established by classical geodetic methods
 CR1196.and adjusted by the National Geodetic Survey in February 1996..
 CR1196
 CR1196
 CR1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1196
 CR1196.The geoid height was determined by GEOID03.
 CR1196
 CR1196;                    North         East     Units Scale Factor Converg.
 CR1196;SPC TXNC     - 2,099,093.744   956,679.822   MT  0.99991829   +2 04 14.4
 CR1196;SPC TXNC     - 6,886,776.73  3,138,707.05   sFT  0.99991829   +2 04 14.4
 CR1196;UTM  15      - 3,597,376.232   339,980.759   MT  0.99991576   -0 54 55.7
 CR1196
 CR1196                          SUPERSEDED SURVEY CONTROL
 CR1196
 CR1196  NAD 83(1986)-  32 30 07.76239(N)    094 42 12.11459(W) AD(       ) 4
 CR1196  NAD 27      -  32 30 07.22700(N)    094 42 11.35000(W) AD(       ) 3
 CR1196
 CR1196.Superseded values are not recommended for survey control.
 CR1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1196.See file dsdata.txt to determine how the superseded data were derived.
 CR1196
 CR1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3998197376(NAD 83)
 CR1196_MARKER: 42 = RADIO/TV MAST
 CR1196
 CR1196  HISTORY     - Date     Condition        Report By
 CR1196  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1196
 CR1196                          STATION DESCRIPTION
 CR1196
 CR1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1196'THE STATION IS LOCATED JUST EAST OF LONGVIEW AND 0.1 MILE
 CR1196'SOUTH OF U.S. HIGHWAY 80.  THREE MASTS ARE SET IN LINE NORTHEAST
 CR1196'TO SOUTHWEST.  THEY ARE 100 FEET APART AND 168 FEET IN HEIGHT.
 CR1196'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP OF THE MASTS.
 CR1196'
 CR1196'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CR1196'AND STATE HIGHWAY 149 IN LONGVIEW, GO EAST ON U.S. HIGHWAY 80
 CR1196'FOR 2.1 MILES TO A PRIVATE DRIVEWAY ON THE RIGHT, (THIS IS
 CR1196'NEXT TO LAST DRIVEWAY ON THE RIGHT GOING EAST OUT OF LONGVIEW)
 CR1196'TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1199 ***********************************************************************
 CR1199  DESIGNATION -  LONGVIEW RAD STA KFRO SW MAST
 CR1199  PID         -  CR1199
 CR1199  STATE/COUNTY-  TX/GREGG
 CR1199  USGS QUAD   -  LONGVIEW HEIGHTS (1978)
 CR1199
 CR1199                         *CURRENT SURVEY CONTROL
 CR1199  ___________________________________________________________________
 CR1199* NAD 83(1993)-  32 30 06.64815(N)    094 42 12.96563(W)     ADJUSTED  
 CR1199* NAVD 88     -                                                        
 CR1199  ___________________________________________________________________
 CR1199  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CR1199  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1199
 CR1199  HORZ ORDER  -  THIRD
 CR1199
 CR1199.The horizontal coordinates were established by classical geodetic methods
 CR1199.and adjusted by the National Geodetic Survey in February 1996..
 CR1199
 CR1199
 CR1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1199
 CR1199.The geoid height was determined by GEOID03.
 CR1199
 CR1199;                    North         East     Units Scale Factor Converg.
 CR1199;SPC TXNC     - 2,099,058.902   956,659.161   MT  0.99991834   +2 04 13.9
 CR1199;SPC TXNC     - 6,886,662.41  3,138,639.26   sFT  0.99991834   +2 04 13.9
 CR1199;UTM  15      - 3,597,342.513   339,958.311   MT  0.99991585   -0 54 56.1
 CR1199
 CR1199                          SUPERSEDED SURVEY CONTROL
 CR1199
 CR1199  NAD 83(1986)-  32 30 06.65619(N)    094 42 12.95379(W) AD(       ) 4
 CR1199  NAD 27      -  32 30 06.12100(N)    094 42 12.19200(W) AD(       ) 3
 CR1199
 CR1199.Superseded values are not recommended for survey control.
 CR1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1199.See file dsdata.txt to determine how the superseded data were derived.
 CR1199
 CR1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3995897343(NAD 83)
 CR1199_MARKER: 42 = RADIO/TV MAST
 CR1199
 CR1199  HISTORY     - Date     Condition        Report By
 CR1199  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1199
 CR1199                          STATION DESCRIPTION
 CR1199
 CR1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CR1199'SEE STATION LONGVIEW RADIO STA KFRO CEN MAST OF 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1150 ***********************************************************************
 CR1150  DESIGNATION -  LONGVIEW SW MUNICIPAL TANK
 CR1150  PID         -  CR1150
 CR1150  STATE/COUNTY-  TX/GREGG
 CR1150  USGS QUAD   -  LAKEPORT (1983)
 CR1150
 CR1150                         *CURRENT SURVEY CONTROL
 CR1150  ___________________________________________________________________
 CR1150* NAD 83(1993)-  32 29 58.62462(N)    094 44 22.60109(W)     ADJUSTED  
 CR1150* NAVD 88     -                                                        
 CR1150  ___________________________________________________________________
 CR1150  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CR1150  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1150
 CR1150  HORZ ORDER  -  THIRD
 CR1150
 CR1150.The horizontal coordinates were established by classical geodetic methods
 CR1150.and adjusted by the National Geodetic Survey in February 1996..
 CR1150
 CR1150
 CR1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1150
 CR1150.The geoid height was determined by GEOID03.
 CR1150
 CR1150;                    North         East     Units Scale Factor Converg.
 CR1150;SPC TXNC     - 2,098,690.246   953,286.450   MT  0.99991871   +2 03 03.2
 CR1150;SPC TXNC     - 6,885,452.92  3,127,573.96   sFT  0.99991871   +2 03 03.2
 CR1150;UTM  15      - 3,597,150.046   336,570.962   MT  0.99992936   -0 56 05.6
 CR1150
 CR1150                          SUPERSEDED SURVEY CONTROL
 CR1150
 CR1150  NAD 83(1986)-  32 29 58.63256(N)    094 44 22.58910(W) AD(       ) 4
 CR1150  NAD 27      -  32 29 58.10000(N)    094 44 21.82700(W) AD(       ) 3
 CR1150
 CR1150.Superseded values are not recommended for survey control.
 CR1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1150.See file dsdata.txt to determine how the superseded data were derived.
 CR1150
 CR1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3657197150(NAD 83)
 CR1150_MARKER: 53 = ELEVATED TANK
 CR1150
 CR1150  HISTORY     - Date     Condition        Report By
 CR1150  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1150  HISTORY     - 1956     GOOD             CGS
 CR1150  HISTORY     - 1957     GOOD             CGS
 CR1150  HISTORY     - 1964     GOOD             CGS
 CR1150  HISTORY     - 1970     GOOD             NGS
 CR1150  HISTORY     - 19910420 GOOD             USPSQD
 CR1150
 CR1150                          STATION DESCRIPTION
 CR1150
 CR1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1150'THIS STATION IS LOCATED 1/2 BLOCK SOUTHEAST OF THE JUNCTION OF
 CR1150'U.S. HIGHWAY 80 AND STATE HIGHWAY 26 IN LONGVIEW.  IT IS 1 OF 2
 CR1150'IDENTICAL TANKS SET SIDE BY SIDE.  IT IS A 6 LEGGED STEEL
 CR1150'STRUCTURE, ABOUT 120 FEET HIGH, 60 FEET IN DIAMETER AT THE
 CR1150'BASE, AND IS SILVER IN COLOR.
 CR1150'
 CR1150'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CR1150
 CR1150                          STATION RECOVERY (1956)
 CR1150
 CR1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1150'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1150'A THIRD TANK HAS BEEN ADDED APPROXIMATELY 100 FEET SOUTHEAST
 CR1150'OF THE SOUTHWESTMOST OF THE TWO ORIGINAL TANKS.
 CR1150
 CR1150                          STATION RECOVERY (1957)
 CR1150
 CR1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 CR1150'STATION RECOVERED IN GOOD CONDITION.  HOWEVER, AN ADDITIONAL
 CR1150'TANK, WHICH IS AN 8 LEGGED, SILVER, STEEL STRUCTURE, HAS
 CR1150'BEEN ERECTED ON THE SAME KNOLL, AND IS JUST SOUTH OF SUBJECT
 CR1150'STATION.
 CR1150
 CR1150                          STATION RECOVERY (1964)
 CR1150
 CR1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 CR1150'THE STATION WAS RECOVERED AS DESCRIBED IN THE PREVIOUS DESCRIPTIONS
 CR1150
 CR1150                          STATION RECOVERY (1970)
 CR1150
 CR1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 CR1150'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1150'STATE HIGHWAY 29 IS NOW U.S.259.
 CR1150
 CR1150                          STATION RECOVERY (1991)
 CR1150
 CR1150'RECOVERY NOTE BY US POWER SQUADRON 1991 (RP)
 CR1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0109 ***********************************************************************
 CU0109  DESIGNATION -  LONGWORTH
 CU0109  PID         -  CU0109
 CU0109  STATE/COUNTY-  TX/FISHER
 CU0109  USGS QUAD   -  LONGWORTH (1969)
 CU0109
 CU0109                         *CURRENT SURVEY CONTROL
 CU0109  ___________________________________________________________________
 CU0109* NAD 83(1993)-  32 39 50.00734(N)    100 22 30.19256(W)     ADJUSTED  
 CU0109* NAVD 88     -       632.377  (meters)    2074.72   (feet)  ADJUSTED  
 CU0109  ___________________________________________________________________
 CU0109  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 CU0109  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CU0109  DYNAMIC HT  -         631.541 (meters)    2071.98  (feet)  COMP
 CU0109  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 CU0109
 CU0109  HORZ ORDER  -  THIRD
 CU0109  VERT ORDER  -  SECOND    CLASS 0
 CU0109
 CU0109.The horizontal coordinates were established by classical geodetic methods
 CU0109.and adjusted by the National Geodetic Survey in February 1996..
 CU0109
 CU0109.The orthometric height was determined by differential leveling
 CU0109.and adjusted by the National Geodetic Survey in June 1991..
 CU0109
 CU0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0109
 CU0109.The geoid height was determined by GEOID03.
 CU0109
 CU0109.The dynamic height is computed by dividing the NAVD 88
 CU0109.geopotential number by the normal gravity value computed on the
 CU0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0109.degrees latitude (g = 980.6199 gals.).
 CU0109
 CU0109.The modeled gravity was interpolated from observed gravity values.
 CU0109
 CU0109;                    North         East     Units Scale Factor Converg.
 CU0109;SPC TXNC     - 2,112,151.822   424,136.587   MT  0.99989538   -1 01 21.5
 CU0109;SPC TXNC     - 6,929,618.10  1,391,521.45   sFT  0.99989538   -1 01 21.5
 CU0109;UTM  14      - 3,614,862.027   371,058.204   MT  0.99980501   -0 44 32.0
 CU0109
 CU0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0109!SPC TXNC     -   0.99990510  x   0.99989538  =   0.99980049
 CU0109!UTM  14      -   0.99990510  x   0.99980501  =   0.99971013
 CU0109
 CU0109|---------------------------------------------------------------------|
 CU0109| PID    Reference Object                     Distance      Geod. Az  |
 CU0109|                                                           dddmmss.s |
 CU0109| CU0110 LONGWORTH RM 1                       10.708 METERS 17442     |
 CU0109| CX8564 LONGWORTH AZ MK                                    1811049.7 |
 CU0109| CU0111 LONGWORTH RM 2                       30.572 METERS 28927     |
 CU0109| CU0899 ROBY MUNICIPAL TANK                 APPROX. 9.4 KM 3550307.4 |
 CU0109| CU0900 ROBY COURTHOUSE DOME                APPROX. 9.1 KM 3584026.7 |
 CU0109|---------------------------------------------------------------------|
 CU0109
 CU0109                          SUPERSEDED SURVEY CONTROL
 CU0109
 CU0109  NAD 83(1986)-  32 39 50.01279(N)    100 22 30.18291(W) AD(       ) 3
 CU0109  NAD 27      -  32 39 49.61000(N)    100 22 28.80100(W) AD(       ) 3
 CU0109  NGVD 29 (??/??/92)  632.147  (m)         2073.97   (f) ADJ UNCH    2 0
 CU0109
 CU0109.Superseded values are not recommended for survey control.
 CU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0109.See file dsdata.txt to determine how the superseded data were derived.
 CU0109
 CU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7105814862(NAD 83)
 CU0109_MARKER: DS = TRIANGULATION STATION DISK
 CU0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0109_STAMPING: LONGWORTH 1935
 CU0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0109+STABILITY: SURFACE MOTION
 CU0109
 CU0109  HISTORY     - Date     Condition        Report By
 CU0109  HISTORY     - 1935     MONUMENTED       CGS
 CU0109  HISTORY     - 1938     GOOD             TXHD
 CU0109  HISTORY     - 1942     GOOD             CGS
 CU0109  HISTORY     - 1958     GOOD             CGS
 CU0109  HISTORY     - 1961     GOOD             NGS
 CU0109  HISTORY     - 1969     GOOD             CGS
 CU0109
 CU0109                          STATION DESCRIPTION
 CU0109
 CU0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0109'STATION IS LOCATED ON U.S. HIGHWAY 70, ABOUT 5.5 MILES S OF
 CU0109'ROBY, AND 13.5 MILES N OF SWEETWATER.  MARK IS 42 FEET E OF
 CU0109'CENTER LINE OF HIGHWAY AND 4.5 FEET W OF N-S FENCE.
 CU0109'
 CU0109'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CU0109'BRONZE DISKS SET IN CONCRETE.
 CU0109'
 CU0109'REFERENCE MARK NO. 1 IS S OF STATION AND 45 FEET E OF CENTER
 CU0109'LINE OF HIGHWAY IN N-S FENCE LINE.
 CU0109'
 CU0109'REFERENCE MARK NO. 2 IS WNW OF STATION, 1.5 FEET SE OF HIGHWAY
 CU0109'MARKER 730, AND 45 FEET W OF CENTER LINE OF HIGHWAY.
 CU0109'
 CU0109'AZIMUTH MARK IS APPROXIMATELY 1.2 MILES S OF STATION, 50 FEET
 CU0109'E OF CENTER LINE OF U.S. HIGHWAY 70, AND 3-1/4 FEET SW OF
 CU0109'FENCE CORNER.
 CU0109'
 CU0109'STATION IS REACHED BY GOING S ON U.S. HIGHWAY 70 FOR 5.5
 CU0109'MILES TO TOP OF GRADE AND STATION SITE.  FROM SWEETWATER
 CU0109'GO N ON U.S. HIGHWAY 70 FOR 13.5 MILES OR 6.5 MILES PAST
 CU0109'VIADUCT OVER RAILROAD TRACKS JUST N OF CROSSROADS, OR 1.65
 CU0109'MILES BEYOND CROSSROADS LEADING RIGHT (E) TO LONGWORTH, TO
 CU0109'TOP OF GRADE AND STATION.
 CU0109'
 CU0109'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CU0109
 CU0109                          STATION RECOVERY (1938)
 CU0109
 CU0109'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0109'DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE MARKS
 CU0109'WERE FOUND IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER
 CU0109'THE AZIMUTH MARK.
 CU0109
 CU0109                          STATION RECOVERY (1942)
 CU0109
 CU0109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GMF)
 CU0109'UNABLE TO RECOVER MARK.  PROBABLY COVERED BY SEVERAL FEET
 CU0109'OF DIRT LEFT PILED ALONG ROADSIDE BY HIGHWAY DEPARTMENT WHEN
 CU0109'WIDENING RIGHT-OF-WAY.  AN EXTENSIVE SEARCH WAS NOT MADE.
 CU0109'MARK COULD POSSIBLY BE FOUND IF ENOUGH DIRT WERE MOVED.  WE
 CU0109'DID NOT TAKE TIME TO MAKE A DILIGENT SEARCH SINCE IT WAS NOT
 CU0109'ABSOLUTELY NECESSARY THAT WE FIND THIS PARTICULAR MARK.
 CU0109
 CU0109                          STATION RECOVERY (1958)
 CU0109
 CU0109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0109'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 CU0109'
 CU0109'THE STATION MARK AND R.M. NO. 2 ARE ABOUT 8 INCHES BELOW
 CU0109'THE SURFACE OF THE GROUND AND R.M. NO. 1 IS ABOUT 2 INCHES
 CU0109'BELOW THE SURFACE.  THE STATION MARK IS ABOUT 14 FEET
 CU0109'SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 105.
 CU0109'
 CU0109'THE AZIMUTH MARK IS ABOUT FLUSH AND IS ABOUT 10 FEET SOUTH-SOUTHWEST
 CU0109'OF A FENCE CORNER AND 3-1/4 FEET SOUTHWEST OF AN OLD GATE POST.
 CU0109'
 CU0109'THE ORIGINAL DESCRIPTIONS TO REACH THE STATION FROM ROBY AND
 CU0109'SWEETWATER ARE ADEQUATE.
 CU0109
 CU0109                          STATION RECOVERY (1961)
 CU0109
 CU0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0109'3.7 MI NW FROM LONGWORTH.
 CU0109'ABOUT 2.05 MILES SOUTHWEST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0109'LONGWORTH, THENCE 1.65 MILES NORTH ALONG STATE HIGHWAY 70, 0.3 MILE
 CU0109'SOUTH OF THE INTERSECTION OF THE HIGHWAY AND A DIRT ROAD, ON THE CREST
 CU0109'OF A LONG HILL, 46 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 13 1/2
 CU0109'FEET SOUTH OF A TELEPHONE POLE, 100.3 FEET EAST-SOUTHEAST OF AND
 CU0109'ACROSS THE HIGHWAY FROM LONGWORTH R.M. 2, 35.1 FEET NORTH OF LONGWORTH
 CU0109'R.M. 1, 33 1/2 FEET SOUTH OF CONCRETE HIGHWAY MARK NUMBER 230, 5 FEET
 CU0109'WEST OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 CU0109'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0109'WHICH IS ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.
 CU0109
 CU0109                          STATION RECOVERY (1969)
 CU0109
 CU0109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (FES)
 CU0109'STATION LONGWORTH 1935, ALONG WITH R.M. 1 AND R.M. 2 WERE NOT
 CU0109'FOUND.
 CU0109'
 CU0109'IN 1968 THE HIGHWAY DEPARTMENT WIDENED THIS SECTION OF ROUTE
 CU0109'70 AND CUT THE HILL WITH SLOPE BANKS TO 45 FEET ON EACH SIDE
 CU0109'OF CENTER LINE OF HIGHWAY.  THIS WORK DESTROYED FENCE ON
 CU0109'EACH SIDE OF ROUTE 70, HIGHWAY MARKER 730 AND TELEPHONE POLE
 CU0109'105 ALONG WITH STATION AND R.M. MARKERS.  THIS INFORMATION
 CU0109'WAS CONFIRMED BY HIGHWAY SUPER INTEND AT HIGHWAY DEPARTMENT
 CU0109'OFFICE IN ROBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0110 ***********************************************************************
 CU0110  DESIGNATION -  LONGWORTH RM 1
 CU0110  PID         -  CU0110
 CU0110  STATE/COUNTY-  TX/FISHER
 CU0110  USGS QUAD   -  LONGWORTH (1969)
 CU0110
 CU0110                         *CURRENT SURVEY CONTROL
 CU0110  ___________________________________________________________________
 CU0110* NAD 83(1986)-  32 39 49.     (N)    100 22 29.     (W)     SCALED    
 CU0110* NAVD 88     -       632.546  (meters)    2075.28   (feet)  ADJUSTED  
 CU0110  ___________________________________________________________________
 CU0110  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CU0110  DYNAMIC HT  -         631.709 (meters)    2072.53  (feet)  COMP
 CU0110  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 CU0110
 CU0110  VERT ORDER  -  SECOND    CLASS 0
 CU0110
 CU0110.The horizontal coordinates were scaled from a topographic map and have
 CU0110.an estimated accuracy of +/- 6 seconds.
 CU0110
 CU0110.The orthometric height was determined by differential leveling
 CU0110.and adjusted by the National Geodetic Survey in June 1991..
 CU0110
 CU0110.The geoid height was determined by GEOID03.
 CU0110
 CU0110.The dynamic height is computed by dividing the NAVD 88
 CU0110.geopotential number by the normal gravity value computed on the
 CU0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0110.degrees latitude (g = 980.6199 gals.).
 CU0110
 CU0110.The modeled gravity was interpolated from observed gravity values.
 CU0110
 CU0110;                    North         East    Units  Estimated Accuracy
 CU0110;SPC TXNC     - 2,112,120.      424,170.      MT  (+/- 180 meters Scaled)
 CU0110
 CU0110                          SUPERSEDED SURVEY CONTROL
 CU0110
 CU0110  NGVD 29 (??/??/92)  632.316  (m)         2074.52   (f) ADJ UNCH    2 0
 CU0110
 CU0110.Superseded values are not recommended for survey control.
 CU0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0110.See file dsdata.txt to determine how the superseded data were derived.
 CU0110
 CU0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB710148(NAD 83)
 CU0110_MARKER: DR = REFERENCE MARK DISK
 CU0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0110_STAMPING: LONGWORTH NO 1 1935
 CU0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0110+STABILITY: SURFACE MOTION
 CU0110
 CU0110  HISTORY     - Date     Condition        Report By
 CU0110  HISTORY     - 1935     MONUMENTED       CGS
 CU0110  HISTORY     - 1961     GOOD             NGS
 CU0110
 CU0110                          STATION DESCRIPTION
 CU0110
 CU0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0110'3.7 MI NW FROM LONGWORTH.
 CU0110'ABOUT 2.05 MILES SOUTHWEST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0110'LONGWORTH, THENCE 1.65 MILES NORTH ALONG STATE HIGHWAY 70, OR 5.65
 CU0110'MILES SOUTH ALONG STATE HIGHWAY 70 FROM THE COUNTY COURTHOUSE AT ROBY,
 CU0110'0.3 MILE SOUTH OF THE INTERSECTION OF THE HIGHWAY AND A DIRT ROAD, ON
 CU0110'THE CREST OF A LONG HILL, 50 FEET EAST OF THE CENTER LINE OF THE
 CU0110'HIGHWAY, 68 1/2 FEET SOUTH OF CONCRETE HIGHWAY MARK NUMBER 230, 43 1/2
 CU0110'FEET SOUTH OF A TELEPHONE POLE, 35.1 FEET SOUTH OF LONGWORTH 1935, 1
 CU0110'FOOT WEST OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 CU0110'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0111 ***********************************************************************
 CU0111  DESIGNATION -  LONGWORTH RM 2
 CU0111  PID         -  CU0111
 CU0111  STATE/COUNTY-  TX/FISHER
 CU0111  USGS QUAD   -  LONGWORTH (1969)
 CU0111
 CU0111                         *CURRENT SURVEY CONTROL
 CU0111  ___________________________________________________________________
 CU0111* NAD 83(1986)-  32 39 49.     (N)    100 22 29.     (W)     SCALED    
 CU0111* NAVD 88     -       633.845  (meters)    2079.54   (feet)  ADJUSTED  
 CU0111  ___________________________________________________________________
 CU0111  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CU0111  DYNAMIC HT  -         633.007 (meters)    2076.79  (feet)  COMP
 CU0111  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 CU0111
 CU0111  VERT ORDER  -  SECOND    CLASS 0
 CU0111
 CU0111.The horizontal coordinates were scaled from a topographic map and have
 CU0111.an estimated accuracy of +/- 6 seconds.
 CU0111
 CU0111.The orthometric height was determined by differential leveling
 CU0111.and adjusted by the National Geodetic Survey in June 1991..
 CU0111
 CU0111.The geoid height was determined by GEOID03.
 CU0111
 CU0111.The dynamic height is computed by dividing the NAVD 88
 CU0111.geopotential number by the normal gravity value computed on the
 CU0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0111.degrees latitude (g = 980.6199 gals.).
 CU0111
 CU0111.The modeled gravity was interpolated from observed gravity values.
 CU0111
 CU0111;                    North         East    Units  Estimated Accuracy
 CU0111;SPC TXNC     - 2,112,120.      424,170.      MT  (+/- 180 meters Scaled)
 CU0111
 CU0111                          SUPERSEDED SURVEY CONTROL
 CU0111
 CU0111  NGVD 29 (??/??/92)  633.615  (m)         2078.79   (f) ADJ UNCH    2 0
 CU0111
 CU0111.Superseded values are not recommended for survey control.
 CU0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0111.See file dsdata.txt to determine how the superseded data were derived.
 CU0111
 CU0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB710148(NAD 83)
 CU0111_MARKER: DR = REFERENCE MARK DISK
 CU0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0111_STAMPING: LONGWORTH NO 2 1935
 CU0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0111+STABILITY: SURFACE MOTION
 CU0111
 CU0111  HISTORY     - Date     Condition        Report By
 CU0111  HISTORY     - 1935     MONUMENTED       CGS
 CU0111  HISTORY     - 1961     GOOD             NGS
 CU0111
 CU0111                          STATION DESCRIPTION
 CU0111
 CU0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0111'3.7 MI NW FROM LONGWORTH.
 CU0111'ABOUT 2.05 MILES SOUTHWEST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0111'LONGWORTH, THENCE 1.65 MILES NORTH ALONG STATE HIGHWAY 70, 0.3 MILE
 CU0111'SOUTH OF THE INTERSECTION OF THE HIGHWAY AND A DIRT ROAD, ON THE CREST
 CU0111'OF A LONG HILL, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 100.3
 CU0111'FEET WEST-NORTHWEST OF AND ACROSS THE HIGHWAY FROM LONGWORTH 1935, 14
 CU0111'FEET EAST OF A LONE PEACH TREE, 10 FEET EAST OF A WELL WITH A STEEL
 CU0111'COVER, 3.4 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 CU0111'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 CU0111'ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1009 ***********************************************************************
 GK1009  DESIGNATION -  LOOK
 GK1009  PID         -  GK1009
 GK1009  STATE/COUNTY-  TX/LIPSCOMB
 GK1009  USGS QUAD   -  DUGOUT CREEK (1972)
 GK1009
 GK1009                         *CURRENT SURVEY CONTROL
 GK1009  ___________________________________________________________________
 GK1009* NAD 83(1993)-  36 21 10.23810(N)    100 21 58.32049(W)     ADJUSTED  
 GK1009* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 GK1009  ___________________________________________________________________
 GK1009  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GK1009  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GK1009
 GK1009  HORZ ORDER  -  THIRD
 GK1009
 GK1009.The horizontal coordinates were established by classical geodetic methods
 GK1009.and adjusted by the National Geodetic Survey in February 1996..
 GK1009
 GK1009.The orthometric height was scaled from a topographic map.
 GK1009
 GK1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1009
 GK1009.The geoid height was determined by GEOID03.
 GK1009
 GK1009;                    North         East     Units Scale Factor Converg.
 GK1009;SPC TX N     - 1,261,614.416   301,772.494   MT  1.00004395   +0 39 25.5
 GK1009;SPC TX N     - 4,139,146.63    990,065.26   sFT  1.00004395   +0 39 25.5
 GK1009;UTM  14      - 4,023,951.565   377,414.989   MT  0.99978515   -0 48 35.7
 GK1009
 GK1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1009!SPC TX N     -   0.99987283  x   1.00004395  =   0.99991677
 GK1009!UTM  14      -   0.99987283  x   0.99978515  =   0.99965801
 GK1009
 GK1009|---------------------------------------------------------------------|
 GK1009| PID    Reference Object                     Distance      Geod. Az  |
 GK1009|                                                           dddmmss.s |
 GK1009| CK9307 LOOK RM 1                            18.783 METERS 17928     |
 GK1009| CK9308 LOOK RM 2                            16.145 METERS 25553     |
 GK1009| GK1012 GAYLORD W B JOHNSON GRAIN ELEV      APPROX.12.0 KM 3254931.6 |
 GK1009| CK9306 LOOK AZ MK                                         3575733.0 |
 GK1009|---------------------------------------------------------------------|
 GK1009
 GK1009                          SUPERSEDED SURVEY CONTROL
 GK1009
 GK1009  NAD 83(1993)-  36 21 10.23812(N)    100 21 58.32051(W) AD(       ) 3
 GK1009  NAD 83(1986)-  36 21 10.24456(N)    100 21 58.30903(W) AD(       ) 3
 GK1009  NAD 27      -  36 21 10.12000(N)    100 21 56.80800(W) AD(       ) 3
 GK1009
 GK1009.Superseded values are not recommended for survey control.
 GK1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1009.See file dsdata.txt to determine how the superseded data were derived.
 GK1009
 GK1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF7741523952(NAD 83)
 GK1009_MARKER: DS = TRIANGULATION STATION DISK
 GK1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1009
 GK1009  HISTORY     - Date     Condition        Report By
 GK1009  HISTORY     - 1951     MONUMENTED       CGS
 GK1009  HISTORY     - 1972     SEE DESCRIPTION  USGS
 GK1009
 GK1009                          STATION DESCRIPTION
 GK1009
 GK1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK1009'THE STATION IS LOCATED ON THE EAST SIDE OF A DIRT NORTH-SOUTH
 GK1009'ROAD, ABOUT 7 MILES AIRLINE SOUTH-SOUTHWEST OF DARROUZETT,
 GK1009'ABOUT 12 MILES AIRLINE EAST-SOUTHEAST OF BOOKER, AND ABOUT
 GK1009'9-1/2 MILES AIRLINE NORTHWEST OF LIPSCOMB.
 GK1009'
 GK1009'TO REACH THE STATION FROM THE POST OFFICE IN BOOKER GO NORTH
 GK1009'FOR 0.1 MILE TO A STOP SIGN.  TURN RIGHT ONTO STATE HIGHWAY
 GK1009'117 AND GO EAST 5.7 MILES TO A DIRT CROSS ROAD.  TURN RIGHT,
 GK1009'SOUTH, AND GO 1.0 MILE TO A T-ROAD.  TURN LEFT, EAST, AND GO
 GK1009'0.1 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 4.9
 GK1009'MILES TO A CROSS ROAD.  TURN LEFT AND GO 3.9 MILES TO A
 GK1009'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.3 MILE TO A
 GK1009'POWERLINE POLE WITH A TRIANGLE BLAZE AND THE AZIMUTH MARK
 GK1009'ON THE RIGHT.  KEEP STRAIGHT AHEAD AND GO 0.3 MILE TO A
 GK1009'POWERLINE POLE WITH A TRIANGLE BLAZE ON THE RIGHT AND A
 GK1009'WHITE WITNESS POST AND THE STATION ON THE LEFT.
 GK1009'
 GK1009'THE STATION MARK IS A STANDARD DISK STAMPED LOOK 1951 SET
 GK1009'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GK1009'2 INCHES ABOVE THE GROUND.  IT IS 8.3 FEET NORTH-NORTHEAST OF
 GK1009'A WHITE WITNESS POST, 2.8 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 GK1009'AND 26 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD.
 GK1009'
 GK1009'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LOOK NO
 GK1009'1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GK1009'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 2.6 FEET WEST OF
 GK1009'A NORTH-SOUTH FENCE LINE, 25 FEET EAST OF THE CENTERLINE OF THE
 GK1009'ROAD, AND THE SAME ELEVATION AS THE STATION.
 GK1009'
 GK1009'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LOOK NO
 GK1009'2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GK1009'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1.4 FEET NORTH
 GK1009'OF A POWERLINE POLE WITH A TRIANGLE BLAZE, 24 FEET WEST OF THE
 GK1009'CENTERLINE OF THE ROAD, AND THE SAME ELEVATION AS THE STATION.
 GK1009'
 GK1009'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF THE ROAD
 GK1009'LEADING TO THE STATION AND IS A STANDARD DISK STAMPED LOOK
 GK1009'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GK1009'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1.8 FEET SOUTH OF
 GK1009'A POWERLINE POLE WITH A TRIANGLE BLAZE AND 24 FEET WEST OF THE
 GK1009'CENTERLINE OF THE ROAD.
 GK1009
 GK1009                          STATION RECOVERY (1972)
 GK1009
 GK1009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RCN)
 GK1009'TOP OF MARK HAS BEEN BROKEN OFF AND DISK IS MISSING.  A
 GK1009'PORTION OF THE STAFF HOLE REMAINS SO STATION COULD BE REPAIRED.
 GK1009'REF. MARKS NO. 1 AND NO. 2 ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2211 ***********************************************************************
 BL2211  DESIGNATION -  LOOKOUT TOWER NO 7
 BL2211  PID         -  BL2211
 BL2211  STATE/COUNTY-  TX/MONTGOMERY
 BL2211  USGS QUAD   -  TAMINA (1979)
 BL2211
 BL2211                         *CURRENT SURVEY CONTROL
 BL2211  ___________________________________________________________________
 BL2211* NAD 83(1993)-  30 14 18.42393(N)    095 29 19.81338(W)     ADJUSTED  
 BL2211* NAVD 88     -                                                        
 BL2211  ___________________________________________________________________
 BL2211  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BL2211  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL2211
 BL2211  HORZ ORDER  -  THIRD
 BL2211
 BL2211.The horizontal coordinates were established by classical geodetic methods
 BL2211.and adjusted by the National Geodetic Survey in February 1996..
 BL2211
 BL2211
 BL2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2211
 BL2211.The geoid height was determined by GEOID03.
 BL2211
 BL2211;                    North         East     Units Scale Factor Converg.
 BL2211;SPC TX C     - 3,073,538.313 1,166,144.402   MT  0.99996972   +2 29 42.7
 BL2211;SPC TX C     -10,083,766.95  3,825,925.43   sFT  0.99996972   +2 29 42.7
 BL2211;SPC TXSC     - 4,271,634.116   937,911.154   MT  0.99998734   +1 43 12.6
 BL2211;SPC TXSC     -14,014,519.60  3,077,130.18   sFT  0.99998734   +1 43 12.6
 BL2211;UTM  15      - 3,347,828.827   260,495.986   MT  1.00030774   -1 15 14.3
 BL2211
 BL2211                          SUPERSEDED SURVEY CONTROL
 BL2211
 BL2211  NAD 83(1986)-  30 14 18.43787(N)    095 29 19.79609(W) AD(       ) 4
 BL2211  NAD 27      -  30 14 17.67251(N)    095 29 19.01887(W) AD(       ) 3
 BL2211
 BL2211.Superseded values are not recommended for survey control.
 BL2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2211.See file dsdata.txt to determine how the superseded data were derived.
 BL2211
 BL2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6049647829(NAD 83)
 BL2211_MARKER: 57 = LOOKOUT TOWER
 BL2211
 BL2211  HISTORY     - Date     Condition        Report By
 BL2211  HISTORY     - 1942     FIRST OBSERVED   CGS
 BL2211
 BL2211                          STATION DESCRIPTION
 BL2211
 BL2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2211'THIS INTERSECTION STATION IS LOCATED ABOUT 5.5 MILES SSW OF
 BL2211'CONROE AND ABOUT 1.5 MILES NW OF PEOPLES STORE AND FILLING
 BL2211'STATION ON U.S. HIGHWAY 75.  THE TOWER IS NO. 7 IN CONROE
 BL2211'STATE FOREST NO. 2.  IT IS A STANDARD TYPE LOOKOUT TOWER
 BL2211'OF STEEL CONSTRUCTION WITH AN ENCLOSED CROWS NEST AT THE TOP.
 BL2211'IT IS ABOUT 105 FEET HIGH.  THE POINT LOCATED WAS THE APEX
 BL2211'OF THE PYRAMIDAL ROOF OF THE CROWS NEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2055 ***********************************************************************
 FL2055  DESIGNATION -  LOOP
 FL2055  PID         -  FL2055
 FL2055  STATE/COUNTY-  TX/ROBERTS
 FL2055  USGS QUAD   -  DRY CREEK NE (1971)
 FL2055
 FL2055                         *CURRENT SURVEY CONTROL
 FL2055  ___________________________________________________________________
 FL2055* NAD 83(1993)-  35 59 06.97518(N)    100 50 00.82062(W)     ADJUSTED  
 FL2055* NAVD 88     -       767.     (meters)    2516.     (feet)  SCALED    
 FL2055  ___________________________________________________________________
 FL2055  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FL2055  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FL2055
 FL2055  HORZ ORDER  -  SECOND
 FL2055
 FL2055.The horizontal coordinates were established by classical geodetic methods
 FL2055.and adjusted by the National Geodetic Survey in February 1996..
 FL2055
 FL2055.The orthometric height was scaled from a topographic map.
 FL2055
 FL2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2055
 FL2055.The geoid height was determined by GEOID03.
 FL2055
 FL2055;                    North         East     Units Scale Factor Converg.
 FL2055;SPC TX N     - 1,220,446.766   260,096.873   MT  0.99995980   +0 23 10.4
 FL2055;SPC TX N     - 4,004,082.43    853,334.49   sFT  0.99995980   +0 23 10.4
 FL2055;UTM  14      - 3,983,869.140   334,705.946   MT  0.99993667   -1 04 39.4
 FL2055
 FL2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2055!SPC TX N     -   0.99988389  x   0.99995980  =   0.99984370
 FL2055!UTM  14      -   0.99988389  x   0.99993667  =   0.99982057
 FL2055
 FL2055|---------------------------------------------------------------------|
 FL2055| PID    Reference Object                     Distance      Geod. Az  |
 FL2055|                                                           dddmmss.s |
 FL2055| CK9310 LOOP RM 1                             7.162 METERS 15000     |
 FL2055| CK9309 LOOP AZ MK                                         2605109.6 |
 FL2055| CK9311 LOOP RM 2                             6.467 METERS 27256     |
 FL2055|---------------------------------------------------------------------|
 FL2055
 FL2055                          SUPERSEDED SURVEY CONTROL
 FL2055
 FL2055  NAD 83(1993)-  35 59 06.97559(N)    100 50 00.82054(W) AD(       ) 2
 FL2055  NAD 83(1986)-  35 59 06.98185(N)    100 50 00.80826(W) AD(       ) 2
 FL2055  NAD 27      -  35 59 06.84200(N)    100 49 59.28000(W) AD(       ) 2
 FL2055
 FL2055.Superseded values are not recommended for survey control.
 FL2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2055.See file dsdata.txt to determine how the superseded data were derived.
 FL2055
 FL2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3470683869(NAD 83)
 FL2055_MARKER: DS = TRIANGULATION STATION DISK
 FL2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2055
 FL2055  HISTORY     - Date     Condition        Report By
 FL2055  HISTORY     - 1951     MONUMENTED       CGS
 FL2055
 FL2055                          STATION DESCRIPTION
 FL2055
 FL2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2055'THE STATION IS ABOUT 26 MILES WEST-NORTHWEST OF CANADIAN,
 FL2055'ON THE NORTH SIDE OF THE CANADIAN RIVER.  AND ABOUT 3.3 MILES
 FL2055'WEST OF THE KILLBREW RANCH HOME.
 FL2055'
 FL2055'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CANADIAN,
 FL2055'GO NORTHEAST ON U.S. HIGHWAY 60 FOR 2.1 MILES TO THE JUNCTION
 FL2055'OF U.S. HIGHWAYS 60 AND 83.  TURN LEFT, ON U.S. HIGHWAY 83
 FL2055'AND GO WEST AND NORTH FOR 7.3 MILES TO A SIDE ROAD LEFT.
 FL2055'TURN LEFT, WEST, AND FOLLOW THE MAIN TRAVELED ROAD ALONG THE
 FL2055'NORTH SIDE OF THE CANADIAN RIVER FOR 18.4 MILES TO THE KILLBREW
 FL2055'RANCH BUILDINGS ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR
 FL2055'2.5 MILES TO A Y FORK.  TURN LEFT, AND GO 0.8 MILE TO A DIM
 FL2055'CROSSROAD AND STATION SITE ON THE RIGHT.
 FL2055'
 FL2055'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MAIN
 FL2055'TRAVELED ROAD FOR 0.6 MILE TO A SANDY KNOLL ON THE RIGHT AND
 FL2055'AZIMUTH LOCATION.
 FL2055'
 FL2055'THE STATION MARK IS STAMPED LOOP 1951, AND PROJECTS 2 INCHES.
 FL2055'LOCATED ABOUT 0.3 MILE NORTH-NORTHWEST OF A WINDMILL.  ABOUT
 FL2055'300 FEET EAST OF A Y FORK IN THE MAIN TRAVELED ROAD.  63
 FL2055'FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD.  26 FEET WEST
 FL2055'OF A DIM TRACK ROAD.  AND 5 FEET WEST-NORTHWEST OF A WHITE
 FL2055'WITNESS POST.
 FL2055'
 FL2055'REFERENCE MARK NO. 1 IS STAMPED LOOP NO 1 1951, AND PROJECTS
 FL2055'3 INCHES.  IT IS 40 FEET NORTH OF THE MAIN ROAD.
 FL2055'
 FL2055'REFERENCE MARK NO. 2 IS STAMPED LOOP NO 2 1951, AND PROJECTS
 FL2055'3 INCHES.  IT IS 60 FEET NORTH OF THE MAIN ROAD.
 FL2055'
 FL2055'AZIMUTH MARK IS STAMPED LOOP 1951, AND PROJECTS 10 INCHES.
 FL2055'LOCATED ON A LOW SAND KNOLL, 0.15 MILE EAST OF A CATTLE GUARD.
 FL2055'105 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD.  AND 3 FEET
 FL2055'SOUTH OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0787 ***********************************************************************
 CV0787  DESIGNATION -  LOOP WATER TANK
 CV0787  PID         -  CV0787
 CV0787  STATE/COUNTY-  TX/GAINES
 CV0787  USGS QUAD   -  LOOP (1969)
 CV0787
 CV0787                         *CURRENT SURVEY CONTROL
 CV0787  ___________________________________________________________________
 CV0787* NAD 83(1993)-  32 55 20.46506(N)    102 25 01.55656(W)     ADJUSTED  
 CV0787* NAVD 88     -                                                        
 CV0787  ___________________________________________________________________
 CV0787  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CV0787  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CV0787
 CV0787  HORZ ORDER  -  THIRD
 CV0787
 CV0787.The horizontal coordinates were established by classical geodetic methods
 CV0787.and adjusted by the National Geodetic Survey in February 1996..
 CV0787
 CV0787
 CV0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0787
 CV0787.The geoid height was determined by GEOID03.
 CV0787
 CV0787;                    North         East     Units Scale Factor Converg.
 CV0787;SPC TXNC     - 2,146,071.458   233,744.809   MT  0.99987515   -2 08 10.9
 CV0787;SPC TXNC     - 7,040,902.78    766,877.76   sFT  0.99987515   -2 08 10.9
 CV0787;UTM  13      - 3,645,638.950   741,528.709   MT  1.00031935   +1 24 16.2
 CV0787
 CV0787                          SUPERSEDED SURVEY CONTROL
 CV0787
 CV0787  NAD 83(1986)-  32 55 20.47351(N)    102 25 01.54809(W) AD(       ) 4
 CV0787  NAD 27      -  32 55 20.13262(N)    102 24 59.87645(W) AD(       ) 3
 CV0787
 CV0787.Superseded values are not recommended for survey control.
 CV0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0787.See file dsdata.txt to determine how the superseded data were derived.
 CV0787
 CV0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4152945639(NAD 83)
 CV0787_MARKER: 53 = ELEVATED TANK
 CV0787
 CV0787  HISTORY     - Date     Condition        Report By
 CV0787  HISTORY     - 1968     FIRST OBSERVED   USGS
 CV0787
 CV0787                          STATION DESCRIPTION
 CV0787
 CV0787'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0787'THE STATION IS LOCATED 0.5 MILE NORTH OF THE JUNCTION OF STATE
 CV0787'HIGHWAY 83 AND FARM TO MARKET ROAD 303 IN LOOP, TEXAS.  THE STATION
 CV0787'IS 223 FEET WEST OF CENTERLINE OF ROAD 303.
 CV0787'
 CV0787'STATION MARK--A 100 FOOT HIGH SPHERICAL WATER TANK PAINTED
 CV0787'ALUMINUM.  POINT SIGHTED WAS CENTERLINE OF STANDPIPE.  (NO FINIAL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0435 ***********************************************************************
 BQ0435  DESIGNATION -  LOPE
 BQ0435  PID         -  BQ0435
 BQ0435  STATE/COUNTY-  TX/PRESIDIO
 BQ0435  USGS QUAD   -  OAK HILLS SOUTH (1993)
 BQ0435
 BQ0435                         *CURRENT SURVEY CONTROL
 BQ0435  ___________________________________________________________________
 BQ0435* NAD 83(1993)-  30 07 57.47644(N)    104 16 05.68944(W)     ADJUSTED  
 BQ0435* NAVD 88     -      1632.     (meters)    5354.     (feet)  SCALED    
 BQ0435  ___________________________________________________________________
 BQ0435  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BQ0435  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BQ0435
 BQ0435  HORZ ORDER  -  SECOND
 BQ0435
 BQ0435.The horizontal coordinates were established by classical geodetic methods
 BQ0435.and adjusted by the National Geodetic Survey in February 1996..
 BQ0435
 BQ0435.The orthometric height was scaled from a topographic map.
 BQ0435
 BQ0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0435
 BQ0435.The geoid height was determined by GEOID03.
 BQ0435
 BQ0435;                    North         East     Units Scale Factor Converg.
 BQ0435;SPC TXSC     - 4,266,262.235    92,555.731   MT  0.99995994   -2 34 51.5
 BQ0435;SPC TXSC     -13,996,895.35    303,659.93   sFT  0.99995994   -2 34 51.5
 BQ0435;UTM  13      - 3,333,708.191   570,482.796   MT  0.99966129   +0 22 02.5
 BQ0435
 BQ0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0435!SPC TXSC     -   0.99974726  x   0.99995994  =   0.99970721
 BQ0435!UTM  13      -   0.99974726  x   0.99966129  =   0.99940864
 BQ0435
 BQ0435|---------------------------------------------------------------------|
 BQ0435| PID    Reference Object                     Distance      Geod. Az  |
 BQ0435|                                                           dddmmss.s |
 BQ0435| CH8914 LOPE RM 1                            22.115 METERS 15632     |
 BQ0435| CH8915 LOPE RM 2                            12.162 METERS 26344     |
 BQ0435| CH8913 LOPE AZ MK                                         2674627.7 |
 BQ0435|---------------------------------------------------------------------|
 BQ0435
 BQ0435                          SUPERSEDED SURVEY CONTROL
 BQ0435
 BQ0435  NAD 83(1986)-  30 07 57.47086(N)    104 16 05.68828(W) AD(       ) 2
 BQ0435  NAD 27      -  30 07 56.89300(N)    104 16 03.98800(W) AD(       ) 2
 BQ0435
 BQ0435.Superseded values are not recommended for survey control.
 BQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0435.See file dsdata.txt to determine how the superseded data were derived.
 BQ0435
 BQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP7048333708(NAD 83)
 BQ0435_MARKER: DS = TRIANGULATION STATION DISK
 BQ0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0435
 BQ0435  HISTORY     - Date     Condition        Report By
 BQ0435  HISTORY     - 1942     MONUMENTED       CGS
 BQ0435  HISTORY     - 1972     GOOD             ARCO
 BQ0435
 BQ0435                          STATION DESCRIPTION
 BQ0435
 BQ0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0435'STATION IS LOCATED ABOUT 19-1/2 MILES SW OF MARFA, ABOUT
 BQ0435'5 MILES S OF THE FLETCHER RANCH HOUSE, ABOUT 3 MILES E OF THE
 BQ0435'ROAD LEADING INTO THE LOVE RANCH, AND ABOUT 3/4 MILE SW OF A
 BQ0435'LONE IRON TANK ON THE NEXT DIVIDE TO THE N.  IT IS ON THE
 BQ0435'FLETCHER RANCH PROPERTY.
 BQ0435'
 BQ0435'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 BQ0435'CONCRETE WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND
 BQ0435'IS STAMPED LOPE 1942.
 BQ0435'
 BQ0435'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE, AS
 BQ0435'DESCRIBED.
 BQ0435'
 BQ0435'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A BLOCK OF
 BQ0435'CONCRETE WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND
 BQ0435'IS STAMPED LOPE 1942 NO. 1.
 BQ0435'
 BQ0435'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A BLOCK
 BQ0435'OF CONCRETE WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 BQ0435'AND IS STAMPED LOPE 1942 NO. 2.
 BQ0435'
 BQ0435'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 BQ0435'CONCRETE WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND
 BQ0435'IS STAMPED LOPE 1942.
 BQ0435'
 BQ0435'TO REACH FROM JUNCTION OF HIGHWAYS 90 AND 67 IN MARFA GO W
 BQ0435'ON HIGHWAY 90 FOR 0.6 MILE, HERE TURN LEFT OFF THE HIGHWAY
 BQ0435'AND GO S AND SW ON THE RUIDOSA ROAD 18.1 MILES TO THE FLETCHER
 BQ0435'RANCH ON THE RIGHT (A LARGE WHITE HOUSE WITH A RED ROOF),
 BQ0435'CONTINUE 0.2 MILE AND TURN LEFT OFF THE MAIN ROAD, CROSS A
 BQ0435'CATTLE GUARD AND GO S AS PER SIGN LOVE RANCH, FOLLOW THE MAIN
 BQ0435'ROAD FOR 5.3 MILES, HERE TURN SHARP LEFT AT A LOW CAIRN ON
 BQ0435'THE LEFT AND GO NE AND E ON A DIM TRACK ROAD 1.0 MILE TO
 BQ0435'DIVIDE, HERE TAKE A RIGHT FORK AND CONTINUE 0.7 MILE, AGAIN
 BQ0435'TAKE A RIGHT FORK AND CONTINUE E ALONG TOP OF DIVIDE FOR
 BQ0435'1.8 MILES.  THEN TURN LEFT OFF THE TRACK ROAD AND GO N
 BQ0435'ABOUT 50 YARDS TO THE TOP OF LOW HILL AND STATION.
 BQ0435
 BQ0435                          STATION RECOVERY (1972)
 BQ0435
 BQ0435'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1972 (OWC)
 BQ0435'$
 BQ0435'LOPE-GOOD
 BQ0435'
 BQ0435'LOPE NO. 1-GOOD
 BQ0435'
 BQ0435'LOPE NO. 2-GOOD
 BQ0435'
 BQ0435'AZIMUTH WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1468 ***********************************************************************
 AB1468  DESIGNATION -  LOPENA
 AB1468  PID         -  AB1468
 AB1468  STATE/COUNTY-  TX/KENEDY
 AB1468  USGS QUAD   -  POTRERO LOPENO NW (1975)
 AB1468
 AB1468                         *CURRENT SURVEY CONTROL
 AB1468  ___________________________________________________________________
 AB1468* NAD 83(1993)-  26 59 02.00227(N)    097 28 12.43754(W)     ADJUSTED  
 AB1468* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1468  ___________________________________________________________________
 AB1468  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 AB1468  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AB1468
 AB1468  HORZ ORDER  -  SECOND
 AB1468
 AB1468.The horizontal coordinates were established by classical geodetic methods
 AB1468.and adjusted by the National Geodetic Survey in February 1996..
 AB1468
 AB1468.The orthometric height was scaled from a topographic map.
 AB1468
 AB1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1468
 AB1468.The geoid height was determined by GEOID03.
 AB1468
 AB1468;                    North         East     Units Scale Factor Converg.
 AB1468;SPC TX S     - 5,146,354.115   402,223.151   MT  0.99989484   +0 28 03.3
 AB1468;SPC TX S     -16,884,330.13  1,319,627.12   sFT  0.99989484   +0 28 03.3
 AB1468;UTM  14      - 2,985,570.688   651,819.492   MT  0.99988454   +0 41 39.5
 AB1468
 AB1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1468!SPC TX S     -   1.00000255  x   0.99989484  =   0.99989739
 AB1468!UTM  14      -   1.00000255  x   0.99988454  =   0.99988709
 AB1468
 AB1468|---------------------------------------------------------------------|
 AB1468| PID    Reference Object                     Distance      Geod. Az  |
 AB1468|                                                           dddmmss.s |
 AB1468| CV2613 LOPENA RM 1                          81.652 METERS 17213     |
 AB1468| CV2614 LOPENA RM 2                          15.676 METERS 27553     |
 AB1468| AH1517 HUMBLE OIL CO HUB 3                 APPROX. 7.9 KM 2865524.6 |
 AB1468| CV2612 LOPENA AZ MK                                       3590933.0 |
 AB1468|---------------------------------------------------------------------|
 AB1468
 AB1468                          SUPERSEDED SURVEY CONTROL
 AB1468
 AB1468  NAD 83(1986)-  26 59 02.01991(N)    097 28 12.41111(W) AD(       ) 2
 AB1468  NAD 27      -  26 59 00.82900(N)    097 28 11.46200(W) AD(       ) 2
 AB1468
 AB1468.Superseded values are not recommended for survey control.
 AB1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1468.See file dsdata.txt to determine how the superseded data were derived.
 AB1468
 AB1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5181985571(NAD 83)
 AB1468_MARKER: DS = TRIANGULATION STATION DISK
 AB1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1468_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1468
 AB1468  HISTORY     - Date     Condition        Report By
 AB1468  HISTORY     - 1913     MONUMENTED       CGS
 AB1468  HISTORY     - 1939     SEE DESCRIPTION  CGS
 AB1468  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AB1468  HISTORY     - 1950     GOOD             CGS
 AB1468  HISTORY     - 1968     MARK NOT FOUND   LOCENG
 AB1468  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AB1468
 AB1468                          STATION DESCRIPTION
 AB1468
 AB1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1468'THE STATION IS ON THE SOUTHERN END OF A LARGE ISLAND, KNOWN
 AB1468'AS LOPENA, ON THE WESTERN SIDE OF LAGUNA MADRE.  THE STATION
 AB1468'IS ON A HIGH SANDY RIDGE, COVERED WITH A MODERATE GROWTH OF
 AB1468'GRASS.  THE STATION WAS MARKED BY A CEMENT POST WHICH IS
 AB1468'2-1/2 FEET LONG AND 7-1/2 INCHES IN DIAMETER, INCASED IN A PIPE
 AB1468'OF TIN.  A STANDARD DISK STATION MARK IS SET INTO THE CENTER
 AB1468'OF THE TOP OF THE COLUMN.  THE SUB-SURFACE MARK IS A NAIL
 AB1468'OR SMALL WOODEN PEG SET INTO A SMALL QUANTITY OF CEMENT,
 AB1468'WHICH IS 6 INCHES BELOW THE CEMENT POST.  SIX INCHES OF SAND
 AB1468'OR EARTH SEPARATES THE SURFACE AND SUB-SURFACE MARKS.  THE
 AB1468'TOP OF THE SURFACE MARK PROJECTS ABOUT 2 INCHES ABOVE THE
 AB1468'GROUND.
 AB1468'
 AB1468'THE REFERENCE MARK IS A CEMENT POST 2-1/2 FEET LONG AND 5-1/2
 AB1468'INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD DISK
 AB1468'REFERENCE MARK IS SET INTO THE TOP OF THE POST.  THE TABLET
 AB1468'HAS AN ARROW WHICH POINTS TOWARD THE STATION.  THE TOP OF THE
 AB1468'CEMENT POST IS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 AB1468'IT IS 81.62 METERS (267.8 FEET) FROM THE STATION,
 AB1468'OTHER BEARINGS ARE--THE RIGHT ONE
 AB1468'OF THE TWIN WINDMILLS TO WESTWARD, N 40 DEG 59 MIN W.
 AB1468'WINDMILL TO RIGHT, N 68 DEG E.
 AB1468
 AB1468                          STATION RECOVERY (1939)
 AB1468
 AB1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1468'STATION IS LOCATED ON KENEDY RANCH ABOUT 26.5 MILES SE OF
 AB1468'SARITA, ABOUT 21 MILES S OF BAFFIN BAY, 5-1/2 MILES SE OF
 AB1468'MIRA SOLES CAMP, ON LOPENA ISLAND, ON THE W SHORE OF LAGUNA
 AB1468'MADRE AND N OF A LARGE BAY EXTENDING WESTWARD FROM LAGUNA
 AB1468'MADRE.  STATION IS NEAR CENTER OF TOP OF A HILL ABOUT THE
 AB1468'MIDDLE OF THE W SIDE OF ISLAND AND ABOUT DUE E OF A SMALL
 AB1468'ISLAND IN FIRST LAGOON W OF LOPENA ISLAND.
 AB1468'
 AB1468'STATION (UNSTAMPED) MARKED BY A DISK SET IN THE TOP OF A SQUARE
 AB1468'CONCRETE MONUMENT.
 AB1468'
 AB1468'REFERENCE MARK, 1913 (UNSTAMPED) WAS RECOVERED IN
 AB1468'GOOD CONDITION AND DISTANCE FROM STATION CHECKED.
 AB1468'
 AB1468'A NEW REFERENCE STAMPED NO. 2, LOPENA 1939, WAS
 AB1468'ESTABLISHED.
 AB1468'
 AB1468'AN AZIMUTH MARK STAMPED LOPENA 1939 WAS ESTABLISHED.
 AB1468'
 AB1468'A TRUCK CAN BE DRIVEN TO STATION IN FAVORABLE WEATHER PROVIDED
 AB1468'PERMISSION AND DIRECTIONS ARE OBTAINED FROM KENEDY RANCH
 AB1468'OFFICIALS TO SARITA.
 AB1468'
 AB1468'STATION IS IN KENEDY COUNTY AND NOT WILLACY COUNTY AS STATED
 AB1468'IN 1913 DESCRIPTION.
 AB1468
 AB1468                          STATION RECOVERY (1950)
 AB1468
 AB1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AB1468'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2,
 AB1468'AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 AB1468'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AB1468'
 AB1468'THE STATION IS LOCATED ON THE KENEDY RANCH, ABOUT 26 MILES
 AB1468'SOUTHEAST OF SARITA, ABOUT 21 MILES SOUTH OF BAFFIN BAY,
 AB1468'IS ABOUT 1/2 MILE SOUTH FROM THE CENTER OF THE WEST SIDE OF
 AB1468'LOPENA ISLAND, AND IS SITUATED ON THE HIGHEST POINT OF A
 AB1468'SANDY KNOLL, THAT IS LOCATED EAST OF A SMALL ISLAND IN THE
 AB1468'FIRST LAGOON WEST OF LOPENA ISLAND.  THE MARK PROJECTS 6
 AB1468'INCHES AND NO STAMPINGS
 AB1468'ARE ON THE DISK.  1913 IS INSCRIBED IN THE TOP OF THE
 AB1468'CONCRETE.
 AB1468'
 AB1468'REFERENCE MARK NO. 1 IS 6 FEET LOWER THAN THE STATION.  NO
 AB1468'STAMPINGS ARE ON THE MARK AND IT PROJECTS 3 INCHES.
 AB1468'
 AB1468'REFERENCE MARK NO. 2 IS 2 FEET LOWER THAN THE STATION.  IT
 AB1468'IS STAMPED LOPENA NO 2 1939 AND PROJECTS 2 INCHES.
 AB1468'
 AB1468'THE AZIMUTH MARK IS LOCATED ABOUT 2 MILES NORTH FROM THE
 AB1468'STATION, NEAR A SMALL WATER HOLE, AND IS WITNESSED BY A
 AB1468'REFERENCE POST.  IT IS STAMPED LOPENA 1939 AND PROJECTS 2
 AB1468'INCHES.
 AB1468'
 AB1468'TO REACH THE STATION FROM TURCOTTE, GO NORTH ON U.S. HIGHWAY
 AB1468'77 FOR 2.2 MILES TO A LOCKED GATE ON THE RIGHT, KEY TO GATE
 AB1468'MUST BE OBTAINED FROM RANCH OFFICIALS AT SARITA, PASS THROUGH
 AB1468'GATE AND FOLLOW RANCH ROAD EASTERLY FOR 9.25 MILES TO A METAL
 AB1468'GATE NEAR SOME RANCH BUILDINGS, PASS THROUGH GATE AND GO
 AB1468'0.05 MILE TO ANOTHER METAL GATE, TURN RIGHT AND FOLLOW TRACK
 AB1468'ROAD SOUTHERLY ALONG WEST SIDE OF FENCE FOR 0.25 MILE TO A
 AB1468'FENCE CORNER, TURN LEFT AND CONTINUE EASTERLY ON SOUTH SIDE
 AB1468'OF FENCE AND FOLLOW THE MAIN TRACK ROAD FOR 4.1 MILES TO
 AB1468'A WINDMILL THAT IS ABOUT 0.1 MILE SOUTH OF THE ROAD,
 AB1468'CONTINUE EASTERLY ON TRACK ROAD FOR 2.0 MILES TO A REVERSE
 AB1468'FORK AND A TRIANGLE BLAZED TREE ON THE LEFT, CONTINUE
 AB1468'STRAIGHT AHEAD FOR 0.6 MILE TO FORK, TAKE RIGHT FORK AND
 AB1468'GO 0.55 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE
 AB1468'0.3 MILE TO REVERSE FORK, TURN SHARP RIGHT AND GO 0.55
 AB1468'MILE TO A GATE, PASS THROUGH GATE, KEEP ALL LEFT
 AB1468'FORKS, AND GO 0.75 MILE TO A WIRE GATE, PASS THROUGH GATE
 AB1468'AND FOLLOW TRACK ROAD FOR 2.4 MILES AND A GROVE OF TREES
 AB1468'ON THE LEFT, TURN RIGHT ON A DIM TRAIL ROAD AND GO EAST
 AB1468'AND NORTHERLY FOR 3.7 MILES TO A NARROW STRIP OF TIDE
 AB1468'WATER AND THE AZIMUTH MARK ON THE RIGHT, CROSS THE WATER
 AB1468'STRIP, BEAR RIGHT, AND FOLLOW THE EDGE OF ISLAND (GOING
 AB1468'SOUTHERLY) FOR ABOUT 4 MILES AROUND WINDING COAST LINE TO
 AB1468'POINT DUE EAST OF THE STATION, TURN RIGHT UP BANK AND
 AB1468'GO 0.45 MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 AB1468'A FOUR WHEEL DRIVE TRUCK IS NECESSARY TO MAKE THE LAST MILAGE.
 AB1468
 AB1468                          STATION RECOVERY (1950)
 AB1468
 AB1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1468'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN GOOD
 AB1468'CONDITION.  THE 1950 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE
 AB1468'AND COMPLETE.
 AB1468
 AB1468                          STATION RECOVERY (1968)
 AB1468
 AB1468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 AB1468'RECOVERED BY MUNROE AND BASS CONSULTING ENGINEERS.
 AB1468'
 AB1468'STATION LOST.  TOP 18 IN OF CONCRETE BROKEN OFF AND LAYING
 AB1468'TO ONE SIDE.  THE SURVEY MARK SHOULD BE REPAIRED.
 AB1468
 AB1468                          STATION RECOVERY (1969)
 AB1468
 AB1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1468'THE STATION WAS VISITED AND THE 7-1/2 INCH CONCRETE POST
 AB1468'THAT HELD THE STATION MARK WAS FOUND BROKEN OFF AT THE GROUND
 AB1468'SURFACE.  THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.
 AB1468'THE ORIGINAL POINT WAS HELD AND THE UNDERGROUND MARK WAS
 AB1468'LOWERED AND RE-MARKED IN THE PRECISE ORIGINAL HORIZONTAL
 AB1468'POSITION.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 AB1468'UNDERGROUND MARK.  THE REFERENCE MARKS WERE FOUND IN GOOD
 AB1468'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A NEW
 AB1468'AND COMPLETE DESCRIPTION FOLLOWS--
 AB1468'
 AB1468'THE STATION IS ABOUT 26 MILES SOUTHEAST OF SARITA, 19-1/2
 AB1468'MILES SOUTH OF POINT PENASCAL WHICH IS ON THE SOUTH SIDE OF
 AB1468'BAFFIN BAY, 5-1/2 MILES EAST-SOUTHEAST OF THE CORRALS AT THE
 AB1468'ESCRIBANO ARTESIAN WELL, 1-1/8 MILE WEST OF THE INTRACOASTAL
 AB1468'WATERWAY, 1/2 MILE SOUTH OF THE CENTER OF THE WEST SIDE OF
 AB1468'POTRERO LOPENA, A LARGE ISLAND ON THE WEST SIDE OF LAGUNA
 AB1468'MADRE AND ON THE SUMMIT OF THE HIGHEST HILL ON THE SOUTHWEST
 AB1468'PART OF THIS ISLAND.  THE PROPERTY IS OWNED BY THE KENEDY
 AB1468'RANCH.
 AB1468'
 AB1468'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN SARITA,
 AB1468'GO EAST ON PAVED ROAD FOR 0.15 MILE TO U.S. HIGHWAY 77, TURN
 AB1468'RIGHT AND GO SOUTH ON U.S. 77 FOR 7.95 MILES TO RAILROAD
 AB1468'SIDING AND CATTLE LOADING PENS AT MIFFLIN, CONTINUE SOUTH
 AB1468'ON U.S. 77 FOR 0.7 MILE TO SIDE ROAD AND LOCKED GATE ON THE
 AB1468'LEFT, (PERMISSION TO TRAVEL THIS ROAD AND KEY FOR THE GATE
 AB1468'MUST BE OBTAINED FROM THE KENEDY RANCH OFFICALS IN SARITA),
 AB1468'TURN LEFT AND GO EAST ON BLADED DIRT ROAD FOR 3.95 MILES
 AB1468'TO A GATE, PASS THROUGH GATE AND CONTINUE EAST FOR 7.15
 AB1468'MILES TO A GATE IN AN EAST-WEST FENCE, PASS THROUGH GATE
 AB1468'AND FOLLOW ROAD SOUTHEASTERLY AND SOUTH FOR 3.45 MILES TO
 AB1468'A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON
 AB1468'BLADED ROAD FOR 2.1 MILES TO CORRALS AND LOADING CHUTE AT
 AB1468'THE ESCRIBANO ARTESIAN WELL AND THE END OF THE BLADED
 AB1468'ROAD.  PICK WAY EASTERLY AROUND THE NORTH SIDE OF SMALL
 AB1468'LAKE FOR 0.35 MILE TO TRACK ROAD TO CUT IN DUNE LINE.
 AB1468'FOLLOW THIS TRACK ROAD SOUTHEASTERLY FOR 0.1 MILE TO
 AB1468'REVERSE Y-FORK ON THE LEFT, BEAR RIGHT AND FOLLOW ROAD
 AB1468'SOUTHEAST FOR 0.25 MILE TO METAL GATE, PASS THROUGH GATE
 AB1468'AND CONTINUE SOUTHEAST ON ROAD FOR 0.55 MILE TO TWO LONE
 AB1468'FENCE POSTS ON THE LEFT.  TURN LEFT OFF MAIN ROAD AND PICK
 AB1468'UP DIM TRACK ROAD JUST NORTHEAST OF THE POSTS AND FOLLOW THIS
 AB1468'ROAD NORTHEAST FOR 2.35 MILES, CROSSING SEVERAL SANDY
 AB1468'RIDGES AND CAYOS (SALT FLATS), TO A POINT ON A RIDGE TOP
 AB1468'WHERE THE ROAD BECOMES TOO DIM TO FOLLOW.  CONTINUE NORTHEAST
 AB1468'ACROSS COUNTRY FOR 0.35 MILES TO A PARTLY BARE SAND DUNE
 AB1468'WHICH IS ABOUT 1/4 MILE EAST OF A LARGE MOTT OF TREES,
 AB1468'BEAR RIGHT AND GO EAST ALONG THE SOUTH SIDE OF SMALL
 AB1468'LAKE FORMED BY THE AUGA NEGRA ARTESIAN WELL FOR 0.5 MILE TO
 AB1468'THE SOUTHEAST CORNER OF THE LAKE.  HERE FOLLOW LOW, INDISTINCT
 AB1468'SAND RIDGE EAST-SOUTHEAST FOR 1.6 MILES TO THE LAST PROMINENT
 AB1468'SAND HILL ON THE RIDGE AND AT POINT WHERE RIDGE FLATTENS OUT.
 AB1468'CONTINUE AHEAD ON TRUE BEARING OF 145 DEG (SOUTHEAST) FOR
 AB1468'0.4 MILE TO LONE STEEL FENCE POST AT THE NORTH END OF CAYO.
 AB1468'GO SOUTHERLY ON EAST SIDE OF CAYO AND THEN SOUTH ON NECK
 AB1468'BETWEEN TWO CAYOS FOR A TOTAL OF 1.3 MILES TO THE SOUTH MOST
 AB1468'POINT OF LAND AT THE SHORE OF A LARGE CAYO.  WALK ON A TRUE
 AB1468'BEARING OF 148 DEG (SOUTHEAST) FOR 1.25 MILES ACROSS MUD
 AB1468'AND WATER AND UP NORTHWEST SLOPE OF HIGHEST HILL ON ISLAND
 AB1468'TO THE STATION.
 AB1468'
 AB1468'THE STATION MARK IS A STANDARD DISK, STAMPED LOPENA 1913
 AB1468'1969, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE 4 FEET LONG
 AB1468'EMBEDDED IN CONCRETE AND PROJECTING 5 INCHES.  IT IS AT THE
 AB1468'CENTER OF A 3 FOOT DEPRESSION 30 FEET IN DIAMETER ON THE
 AB1468'WEST SIDE OF THE TOP OF THE HILL, 16.0 FEET WEST OF METAL
 AB1468'WITNESS POST AND SIGN.  THE UNDERGROUND MARK IS A STANDARD
 AB1468'DISK, STAMPED LOPENA 1913 1969, SET IN A 7-1/2 INCH ROUND
 AB1468'CONCRETE POST THAT IS 4 FEET BELOW THE SURFACE OF THE GROUND.
 AB1468'
 AB1468'R.M. 1 IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF A
 AB1468'5 INCH ROUND CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE
 AB1468'GROUND.  IT IS ON THE SOUTHERLY SLOPE OF THE HILL ABOUT 10
 AB1468'FEET LOWER THAN THE STATION.
 AB1468'
 AB1468'R.M. NO. 2 IS A STANDARD DISK, STAMPED LOPENA NO 2 1939,
 AB1468'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS
 AB1468'2 INCHES.  IT IS ON THE WEST SLOPE OF THE HILL ABOUT 2 FEET
 AB1468'LOWER THAN THE STATION.
 AB1468'
 AB1468'IT IS SUGGESTED THAT UP TO DATE MAPS OF THE AREA BE REFERRED
 AB1468'TO IN REACHING THIS STATION.
 AB1468'
 AB1468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES
 AB1468'SOUTHEAST OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1639 ***********************************************************************
 AE1639  DESIGNATION -  LOPEZ
 AE1639  PID         -  AE1639
 AE1639  STATE/COUNTY-  TX/ZAPATA
 AE1639  USGS QUAD   -  GUERRA (1983)
 AE1639
 AE1639                         *CURRENT SURVEY CONTROL
 AE1639  ___________________________________________________________________
 AE1639* NAD 83(1993)-  26 55 09.36356(N)    098 58 29.19027(W)     ADJUSTED  
 AE1639* NAVD 88     -       166.2    (meters)     545.     (feet)  VERTCON   
 AE1639  ___________________________________________________________________
 AE1639  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AE1639  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE1639
 AE1639  HORZ ORDER  -  FIRST
 AE1639
 AE1639.The horizontal coordinates were established by classical geodetic methods
 AE1639.and adjusted by the National Geodetic Survey in February 1996..
 AE1639
 AE1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1639
 AE1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1639
 AE1639.The geoid height was determined by GEOID03.
 AE1639
 AE1639;                    North         East     Units Scale Factor Converg.
 AE1639;SPC TX S     - 5,138,866.173   252,847.671   MT  0.99989581   -0 12 56.0
 AE1639;SPC TX S     -16,859,763.44    829,551.07   sFT  0.99989581   -0 12 56.0
 AE1639;UTM  14      - 2,977,493.694   502,504.480   MT  0.99960008   +0 00 41.1
 AE1639
 AE1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1639!SPC TX S     -   0.99997766  x   0.99989581  =   0.99987347
 AE1639!UTM  14      -   0.99997766  x   0.99960008  =   0.99957775
 AE1639
 AE1639:                Primary Azimuth Mark                     Grid Az
 AE1639:SPC TX S     -  LOPEZ RM 3                               042 32 27.1
 AE1639:UTM  14      -  LOPEZ RM 3                               042 18 50.0
 AE1639
 AE1639|---------------------------------------------------------------------|
 AE1639| PID    Reference Object                     Distance      Geod. Az  |
 AE1639|                                                           dddmmss.s |
 AE1639| CV2620 LOPEZ RM 3                                         0421931.1 |
 AE1639| CV2618 LOPEZ RM 1                           22.753 METERS 05425     |
 AE1639| CV2619 LOPEZ RM 2                           32.062 METERS 31600     |
 AE1639|---------------------------------------------------------------------|
 AE1639
 AE1639                          SUPERSEDED SURVEY CONTROL
 AE1639
 AE1639  NAD 83(1986)-  26 55 09.36597(N)    098 58 29.15753(W) AD(       ) 1
 AE1639  NAD 27      -  26 55 08.20404(N)    098 58 28.04181(W) AD(       ) 1
 AE1639  NGVD 29 (10/18/91)  166.2    (m)          545.     (f) GPS OBS        
 AE1639
 AE1639.Superseded values are not recommended for survey control.
 AE1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1639.See file dsdata.txt to determine how the superseded data were derived.
 AE1639
 AE1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ0250477494(NAD 83)
 AE1639_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1639_SP_SET: CONCRETE POST
 AE1639_STAMPING: LOPEZ 1973
 AE1639_MARK LOGO: NGS   
 AE1639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1639+STABILITY: SURFACE MOTION
 AE1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1639+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1991
 AE1639
 AE1639  HISTORY     - Date     Condition        Report By
 AE1639  HISTORY     - 1974     MONUMENTED       NGS
 AE1639  HISTORY     - 1974     GOOD             NGS
 AE1639  HISTORY     - 1987     GOOD             AMOCO
 AE1639  HISTORY     - 19910219 GOOD             NGS
 AE1639
 AE1639                          STATION DESCRIPTION
 AE1639
 AE1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1639'THE STATION IS ABOUT 3-1/2 MILES NORTH AND 5 MILES WEST OF GUERRA, 6
 AE1639'MILES WEST AND 11 MILES SOUTH OF RANDADO, 4-1/2 MILES WEST OF THE
 AE1639'JUNCTION OF FARM ROADS 649 AND 2687 AND IS ON THE HIGHWAY
 AE1639'RIGHT-OF-WAY.
 AE1639'
 AE1639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM
 AE1639'ROAD 649 AT RANDADO, GO SOUTH ON FARM ROAD 649 FOR 9.6 MILES TO A
 AE1639'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON FARM ROAD 2687 FOR 4.1
 AE1639'MILES TO REFERENCE MARK 3 ON THE RIGHT CONTINUE WEST FOR 0.15 MILE
 AE1639'TO A RANCH ROAD RIGHT, CONTINUE WEST FOR 0.15 MILE TO A RANCH
 AE1639'ROAD LEFT, CONTINUE WEST FOR 0.1 MILE TO THE STATION ON THE LEFT.
 AE1639'
 AE1639'STATION MARK IS A STANDARD DISK, STAMPED LOPEZ 1973, SET IN THE TOP
 AE1639'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 7 INCHES BELOW
 AE1639'THE GROUND.  IT IS 13.0 FEET WEST OF A METAL WITNESS POST IN A
 AE1639'FENCELINE, AND 47.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF FARM
 AE1639'ROAD 2687.
 AE1639'
 AE1639'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOPEZ NO 1 1973, SET IN
 AE1639'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 AE1639'INCHES ABOVE THE GROUND.  IT IS 1.5 FEET NORTH-NORTHWEST OF THE
 AE1639'FENCE, 59.8 FEET SOUTH-SOUTHEAST OF THE CENTER OF FARM ROAD 2687,
 AE1639'70.0 FEET EAST-NORTHEAST OF THE WITNESS POST AND IS ABOUT 1 FOOT
 AE1639'HIGHER THAN THE STATION.
 AE1639'
 AE1639'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOPEZ NO 2 1973, SET
 AE1639'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AE1639'5 INCHES ABOVE THE GROUND.  IT IS 1.8 FEET SOUTH-SOUTHEAST OF A
 AE1639'FENCELINE, 58.0 FEET NORTH-NORTHWEST OF THE CENTER OF FARM ROAD
 AE1639'2687 AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 AE1639'
 AE1639'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LOPEZ NO 3 1973, SET IN
 AE1639'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 AE1639'INCHES ABOVE THE GROUND.  IT IS 1.9 FEET EAST OF A METAL WITNESS
 AE1639'POST, 1.9 FEET SOUTHWEST OF A FENCE AND 59.0 FEET NORTHWEST OF THE
 AE1639'CENTER OF FARM ROAD 2687.
 AE1639'
 AE1639'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AE1639
 AE1639                          STATION RECOVERY (1974)
 AE1639
 AE1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AE1639'RECOVERED IN GOOD CONDITION.
 AE1639
 AE1639                          STATION RECOVERY (1987)
 AE1639
 AE1639'RECOVERY NOTE BY AMOCO OIL COMPANY 1987 (JF)
 AE1639'RECOVERED IN GOOD CONDITION.
 AE1639
 AE1639                          STATION RECOVERY (1991)
 AE1639
 AE1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AE1639'THE STATION IS ABOUT 3-1/2 MILES NORTH AND 5 MILES WEST OF GUERRA, 6
 AE1639'MILES WEST AND 11 MILES SOUTH OF RANDADO, 4-1/2 MILES WEST OF THE
 AE1639'JUNCTION OF FARM ROADS 649 AND 2687 AND IS ON THE HIGHWAY
 AE1639'RIGHT-OF-WAY.
 AE1639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM
 AE1639'ROAD 649 AT RANDADO, GO SOUTH ON FARM ROAD 649 FOR 9.6 MILES TO A
 AE1639'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON FARM ROAD 2687 FOR 4.1
 AE1639'MILES TO REFERENCE MARK 3 ON THE RIGHT CONTINUE WEST FOR 0.15 MILE
 AE1639'TO A RANCH ROAD RIGHT, CONTINUE WEST FOR 0.15 MILE TO A RANCH
 AE1639'ROAD LEFT, CONTINUE WEST FOR 0.1 MILE TO THE STATION ON THE LEFT.
 AE1639'STATION MARK IS A STANDARD DISK, STAMPED LOPEZ 1973, SET IN THE TOP
 AE1639'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 7 INCHES BELOW
 AE1639'THE GROUND.  IT IS 13.0 FEET WEST OF A METAL WITNESS POST IN A
 AE1639'FENCELINE, AND 47.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF FARM
 AE1639'ROAD 2687.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1340 ***********************************************************************
 AJ1340  DESIGNATION -  LOPEZ
 AJ1340  PID         -  AJ1340
 AJ1340  STATE/COUNTY-  TX/DUVAL
 AJ1340  USGS QUAD   -  PARRILLA CREEK SE (1967)
 AJ1340
 AJ1340                         *CURRENT SURVEY CONTROL
 AJ1340  ___________________________________________________________________
 AJ1340* NAD 83(1993)-  27 37 05.33286(N)    098 30 51.86982(W)     ADJUSTED  
 AJ1340* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 AJ1340  ___________________________________________________________________
 AJ1340  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AJ1340  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AJ1340
 AJ1340  HORZ ORDER  -  THIRD
 AJ1340
 AJ1340.The horizontal coordinates were established by classical geodetic methods
 AJ1340.and adjusted by the National Geodetic Survey in February 1996..
 AJ1340
 AJ1340.The orthometric height was scaled from a topographic map.
 AJ1340
 AJ1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1340
 AJ1340.The geoid height was determined by GEOID03.
 AJ1340
 AJ1340;                    North         East     Units Scale Factor Converg.
 AJ1340;SPC TX S     - 5,216,212.106   298,577.877   MT  0.99995259   -0 00 23.5
 AJ1340;SPC TX S     -17,113,522.55    979,584.25   sFT  0.99995259   -0 00 23.5
 AJ1340;UTM  14      - 3,054,997.964   547,912.176   MT  0.99962833   +0 13 30.4
 AJ1340
 AJ1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1340!SPC TX S     -   0.99998157  x   0.99995259  =   0.99993416
 AJ1340!UTM  14      -   0.99998157  x   0.99962833  =   0.99960990
 AJ1340
 AJ1340:                Primary Azimuth Mark                     Grid Az
 AJ1340:SPC TX S     -  BENAVIDES MUNICIPAL TANK                 104 58 41.2
 AJ1340:UTM  14      -  BENAVIDES MUNICIPAL TANK                 104 44 47.3
 AJ1340
 AJ1340|---------------------------------------------------------------------|
 AJ1340| PID    Reference Object                     Distance      Geod. Az  |
 AJ1340|                                                           dddmmss.s |
 AJ1340| AJ1225 BENAVIDES MUNICIPAL TANK            APPROX.10.0 KM 1045817.7 |
 AJ1340| CV2616 LOPEZ RM 1                           22.921 METERS 18224     |
 AJ1340| CV2615 LOPEZ AZ MK                                        2875254.3 |
 AJ1340| CV2617 LOPEZ RM 2                           27.793 METERS 29125     |
 AJ1340|---------------------------------------------------------------------|
 AJ1340
 AJ1340                          SUPERSEDED SURVEY CONTROL
 AJ1340
 AJ1340  NAD 83(1986)-  27 37 05.33849(N)    098 30 51.84467(W) AD(       ) 3
 AJ1340  NAD 27      -  27 37 04.23210(N)    098 30 50.80020(W) AD(       ) 3
 AJ1340
 AJ1340.Superseded values are not recommended for survey control.
 AJ1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1340.See file dsdata.txt to determine how the superseded data were derived.
 AJ1340
 AJ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4791254998(NAD 83)
 AJ1340_MARKER: DS = TRIANGULATION STATION DISK
 AJ1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1340
 AJ1340  HISTORY     - Date     Condition        Report By
 AJ1340  HISTORY     - 1961     MONUMENTED       CGS
 AJ1340
 AJ1340                          STATION DESCRIPTION
 AJ1340
 AJ1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1340'THE STATION IS APPROXIMATELY 12 MILES NORTH OF REALITOS, 6-1/4
 AJ1340'MILES WEST AND 1 MILE NORTH OF BENAVIDES AND ON PROPERTY
 AJ1340'OWNED BY THE LOPEZ ESTATE.
 AJ1340'
 AJ1340'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 359
 AJ1340'AND 339 IN BENAVIDES, GO WEST AND SOUTHWEST ON HIGHWAY 359 FOR
 AJ1340'0.75 MILE TO A DIAGONAL CROSSROAD.  TURN RIGHT, WEST, ON A
 AJ1340'WIDE GRADED DIRT ROAD FOR 2.2 MILES TO A RAILROAD CROSSING.
 AJ1340'CONTINUE WEST, CROSS TRACKS, ON THE GRADED ROAD FOR 3.6 MILES
 AJ1340'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON A GRADED
 AJ1340'DIRT ROAD FOR 1.15 MILES TO A CATTLE GUARD AT A HOUSE ON THE
 AJ1340'RIGHT.  CROSS CATTLE GUARD AND GO NORTHERLY FOR ABOUT 100
 AJ1340'FEET TO A BOARD GATE.  PASS THROUGH THE GATE AND GO NORTH ON
 AJ1340'A GRADED DIRT ROAD FOR 0.7 MILE TO WHERE THE ROAD CURVES TO
 AJ1340'THE LEFT, NORTHWEST.  BEAR LEFT, NORTHWEST, ON THE GRADED
 AJ1340'ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.  (CONTINUE
 AJ1340'NORTHWEST AND WEST ON THE GRADED ROAD FOR 0.55 MILE TO A
 AJ1340'LOCKED METAL GATE AND THE AZIMUTH MARK ON THE RIGHT.)
 AJ1340'
 AJ1340'STATION MARKS ARE STANDARD DISKS STAMPED LOPEZ 1961.  THE
 AJ1340'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1340'2 INCHES.  IT IS 167 FEET WEST OF A POWER POLE, 24 FEET SOUTHWEST
 AJ1340'OF THE CENTER OF THE GRADED DIRT ROAD AND 5.5 FEET SOUTHWEST OF
 AJ1340'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 AJ1340'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 AJ1340'GROUND.
 AJ1340'
 AJ1340'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOPEZ NO 1 1961,
 AJ1340'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AJ1340'144 FEET WEST OF THE POWER POLE AND 75 FEET SOUTHWEST OF THE
 AJ1340'CENTER OF THE GRADED DIRT ROAD.
 AJ1340'
 AJ1340'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOPEZ NO 2 1961,
 AJ1340'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 AJ1340'IS 129 FEET SOUTH OF A POWER POLE AND 62 FEET SOUTHWEST OF THE
 AJ1340'CENTER OF THE GRADED DIRT ROAD.
 AJ1340'
 AJ1340'AZIMUTH MARK, A STANDARD DISK STAMPED LOPEZ 1961, IS SET IN
 AJ1340'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 12 FEET
 AJ1340'NORTHEAST OF THE CENTER OF THE METAL GATE, 10 FEET NORTH OF
 AJ1340'THE CENTER OF THE GRADED DIRT ROAD, 8 FEET SOUTHEAST OF A
 AJ1340'CORNER FENCE POST AND 2 FEET NORTH OF A METAL WITNESS POST.
 AJ1340'
 AJ1340'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0900 ***********************************************************************
 CB0900  DESIGNATION -  LOPEZ
 CB0900  PID         -  CB0900
 CB0900  STATE/COUNTY-  TX/IRION
 CB0900  USGS QUAD   -  MERTZON (1987)
 CB0900
 CB0900                         *CURRENT SURVEY CONTROL
 CB0900  ___________________________________________________________________
 CB0900* NAD 83(1993)-  31 20 33.18413(N)    100 51 09.84036(W)     ADJUSTED  
 CB0900* NAVD 88     -       790.2    (meters)    2593.     (feet)  VERTCON   
 CB0900  ___________________________________________________________________
 CB0900  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 CB0900  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CB0900
 CB0900  HORZ ORDER  -  THIRD
 CB0900
 CB0900.The horizontal coordinates were established by classical geodetic methods
 CB0900.and adjusted by the National Geodetic Survey in February 1996..
 CB0900
 CB0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0900
 CB0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0900
 CB0900.The geoid height was determined by GEOID03.
 CB0900
 CB0900;                    North         East     Units Scale Factor Converg.
 CB0900;SPC TX C     - 3,185,897.177   650,578.434   MT  0.99989940   -0 16 03.1
 CB0900;SPC TX C     -10,452,397.65  2,134,439.41   sFT  0.99989940   -0 16 03.1
 CB0900;UTM  14      - 3,469,048.800   323,748.050   MT  0.99998317   -0 57 50.2
 CB0900
 CB0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0900!SPC TX C     -   0.99987968  x   0.99989940  =   0.99977909
 CB0900!UTM  14      -   0.99987968  x   0.99998317  =   0.99986285
 CB0900
 CB0900:                Primary Azimuth Mark                     Grid Az
 CB0900:SPC TX C     -  MERTZ                                    061 35 06.7
 CB0900:UTM  14      -  MERTZ                                    062 16 53.8
 CB0900
 CB0900|---------------------------------------------------------------------|
 CB0900| PID    Reference Object                     Distance      Geod. Az  |
 CB0900|                                                           dddmmss.s |
 CB0900| CB0899 MERTZ                               APPROX. 8.3 KM 0611903.6 |
 CB0900| CB0901 SUGGS                               APPROX.14.8 KM 2320913.4 |
 CB0900|---------------------------------------------------------------------|
 CB0900
 CB0900                          SUPERSEDED SURVEY CONTROL
 CB0900
 CB0900  NAD 83(1986)-  31 20 33.19076(N)    100 51 09.82648(W) AD(       ) 3
 CB0900  NAD 27      -  31 20 32.61241(N)    100 51 08.43773(W) AD(       ) 3
 CB0900  NGVD 29 (07/19/86)  790.0    (m)         2592.     (f) VERT ANG       
 CB0900
 CB0900.Superseded values are not recommended for survey control.
 CB0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0900.See file dsdata.txt to determine how the superseded data were derived.
 CB0900
 CB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV2374869049(NAD 83)
 CB0900
 CB0900  HISTORY     - Date     Condition        Report By
 CB0900  HISTORY     - UNK      MONUMENTED
 CB0900  HISTORY     - 1971     GOOD             USGS
 CB0900
 CB0900                          STATION DESCRIPTION
 CB0900
 CB0900'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0900'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0900'
 CB0900'LOCATED ON E. END OF EASTERNMOST OF THE LOPEZ PEAKS.
 CB0900'
 CB0900'TO REACH FROM JUNCTION OF U.S. HIGHWAY 67 AND RANCH ROAD 2469, IN
 CB0900'MERTZON, GO NW. ON RANCH ROAD 2469 5.0 MI. TO T-RD., TURN RIGHT
 CB0900'AND GO 2.05 MI., TURN RIGHT THROUGH GATE AND GO 0.8 MI. TO CORRALS,
 CB0900'PASS AND CONTINUE E. ON N. SIDE OF FENCE 1.7 MI., LEAVE TRACK AND
 CB0900'CONTINUE ALONG FENCE TO CORNER.  PACK SE. (ABOUT 10 MINUTES) TO
 CB0900'TOP AND STATION.
 CB0900'
 CB0900'STATION MARK--STANDARD USGS BRONZE TABLET, CEMENTED IN STONE SET
 CB0900'IN PLACE, AND STAMPED ---LOPEZ 1892 - 1920---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0600 ***********************************************************************
 DP0600  DESIGNATION -  LORA
 DP0600  PID         -  DP0600
 DP0600  STATE/COUNTY-  TX/CROSBY
 DP0600  USGS QUAD   -  RALLS (1967)
 DP0600
 DP0600                         *CURRENT SURVEY CONTROL
 DP0600  ___________________________________________________________________
 DP0600* NAD 83(1993)-  33 40 01.34414(N)    101 27 23.16552(W)     ADJUSTED  
 DP0600* NAVD 88     -       955.     (meters)    3133.     (feet)  SCALED    
 DP0600  ___________________________________________________________________
 DP0600  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 DP0600  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DP0600
 DP0600  HORZ ORDER  -  FIRST
 DP0600
 DP0600.The horizontal coordinates were established by classical geodetic methods
 DP0600.and adjusted by the National Geodetic Survey in February 1996..
 DP0600
 DP0600.The orthometric height was scaled from a topographic map.
 DP0600
 DP0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0600
 DP0600.The geoid height was determined by GEOID03.
 DP0600
 DP0600;                    North         East     Units Scale Factor Converg.
 DP0600;SPC TXNC     - 2,225,684.096   325,864.698   MT  0.99993017   -1 36 44.7
 DP0600;SPC TXNC     - 7,302,098.57  1,069,107.76   sFT  0.99993017   -1 36 44.7
 DP0600;UTM  14      - 3,727,946.588   272,245.227   MT  1.00023953   -1 21 44.5
 DP0600
 DP0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0600!SPC TXNC     -   0.99985405  x   0.99993017  =   0.99978423
 DP0600!UTM  14      -   0.99985405  x   1.00023953  =   1.00009354
 DP0600
 DP0600|---------------------------------------------------------------------|
 DP0600| PID    Reference Object                     Distance      Geod. Az  |
 DP0600|                                                           dddmmss.s |
 DP0600| CJ7758 LORA RM 1                            40.115 METERS 04034     |
 DP0600| DP0594 CROSBYTON DAIRY WATER TANK          APPROX.19.4 KM 0882831.6 |
 DP0600| CJ7757 LORA AZ MK                                         0884342.1 |
 DP0600| CJ7759 LORA RM 2                            43.687 METERS 31403     |
 DP0600|---------------------------------------------------------------------|
 DP0600
 DP0600                          SUPERSEDED SURVEY CONTROL
 DP0600
 DP0600  NAD 83(1993)-  33 40 01.35056(N)    101 27 23.16269(W) AD(       ) 1
 DP0600  NAD 83(1986)-  33 40 01.35022(N)    101 27 23.15982(W) AD(       ) 1
 DP0600  NAD 27      -  33 40 01.04200(N)    101 27 21.58700(W) AD(       ) 1
 DP0600
 DP0600.Superseded values are not recommended for survey control.
 DP0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0600.See file dsdata.txt to determine how the superseded data were derived.
 DP0600
 DP0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC7224527947(NAD 83)
 DP0600_MARKER: DS = TRIANGULATION STATION DISK
 DP0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0600_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0600
 DP0600  HISTORY     - Date     Condition        Report By
 DP0600  HISTORY     - 1935     MONUMENTED       CGS
 DP0600  HISTORY     - 1938     GOOD             TXHD
 DP0600  HISTORY     - 1950     GOOD             CGS
 DP0600  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0600
 DP0600                          STATION DESCRIPTION
 DP0600
 DP0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0600'STATION IS LOCATED IN THE RIGHT-OF-WAY LINE ON THE S SIDE
 DP0600'OF U.S. HIGHWAY 62, 4 MILES W OF RALLS, AND 4.5 MILES E OF
 DP0600'LORENZO.  IT IS 52 FEET S OF CENTER LINE PAVED U.S. HIGHWAY
 DP0600'62, 151 FEET S OF CENTER LINE OF RAILROAD, AND 2 FEET SE OF
 DP0600'CONCRETE HIGHWAY MARKER NO. 320.
 DP0600'
 DP0600'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0600'BRONZE DISKS SET IN CONCRETE.
 DP0600'
 DP0600'REFERENCE MARK NO. 1 IS 131.61 FEET NE OF STATION, 39 FEET N
 DP0600'OF CENTER LINE OF ROAD, AND 51 FEET S OF CENTER LINE OF RAILROAD.
 DP0600'
 DP0600'REFERENCE MARK NO. 2 IS 143.23 FEET NW OF STATION, 39 FEET N
 DP0600'OF CENTER LINE OF ROAD, AND 51 FEET S OF CENTER LINE OF RAILROAD.
 DP0600'
 DP0600'AZIMUTH MARK IS 0.85 MILE E OF STATION, 45 FEET N OF CENTER
 DP0600'LINE OF ROAD, AND 52 FEET S OF CENTER LINE OF RAILROAD AT W END
 DP0600'OF CURVE.  TO REACH FROM STATION, FOLLOW U.S. HIGHWAY 62 E FOR
 DP0600'0.85 MILE TO MARK ON LEFT.
 DP0600'
 DP0600'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 62
 DP0600'AND MAIN STREET IN RALLS (ABOUT 0.1 MILE SW OF RAILROAD DEPOT)
 DP0600'BY FOLLOWING U.S. HIGHWAY 62 W FOR 4.3 MILES TO STATION ON
 DP0600'S SIDE OF ROAD.
 DP0600'
 DP0600'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0600
 DP0600                          STATION RECOVERY (1938)
 DP0600
 DP0600'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0600'DESCRIPTION AS GIVEN IN REACHING STATION IS SATISFACTORY.
 DP0600'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DP0600'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0600
 DP0600                          STATION RECOVERY (1950)
 DP0600
 DP0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 DP0600'DESCRIPTION GOOD.  REFERENCE MARKS WERE RECOVERED BUT STATION
 DP0600'WAS NOT LOCATED.  STATION MARK HAS PROBABLY BEEN PLOWED UP.
 DP0600
 DP0600                          STATION RECOVERY (1965)
 DP0600
 DP0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0600'THE DESCRIBED LOCATION OF STATION MARK IS NOW IN THE CENTER
 DP0600'OF A 4-LANE HIGHWAY.  THE MARK IS PROBABLY DESTROYED.
 DP0600'
 DP0600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 DP0600'WEST OF RALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0971 ***********************************************************************
 CU0971  DESIGNATION -  LORAINE
 CU0971  PID         -  CU0971
 CU0971  STATE/COUNTY-  TX/MITCHELL
 CU0971  USGS QUAD   -  BAUMANN SCHOOL (1987)
 CU0971
 CU0971                         *CURRENT SURVEY CONTROL
 CU0971  ___________________________________________________________________
 CU0971* NAD 83(1993)-  32 21 51.02489(N)    100 43 38.48655(W)     ADJUSTED  
 CU0971* NAVD 88     -       658.     (meters)    2159.     (feet)  SCALED    
 CU0971  ___________________________________________________________________
 CU0971  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CU0971  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0971
 CU0971  HORZ ORDER  -  FIRST
 CU0971
 CU0971.The horizontal coordinates were established by classical geodetic methods
 CU0971.and adjusted by the National Geodetic Survey in February 1996..
 CU0971
 CU0971.The orthometric height was scaled from a topographic map.
 CU0971
 CU0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0971
 CU0971.The geoid height was determined by GEOID03.
 CU0971
 CU0971;                    North         East     Units Scale Factor Converg.
 CU0971;SPC TXNC     - 2,079,569.793   390,393.572   MT  0.99994407   -1 12 53.2
 CU0971;SPC TXNC     - 6,822,721.90  1,280,816.24   sFT  0.99994407   -1 12 53.2
 CU0971;UTM  14      - 3,582,114.389   337,479.453   MT  0.99992572   -0 55 29.5
 CU0971
 CU0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0971!SPC TXNC     -   0.99990082  x   0.99994407  =   0.99984489
 CU0971!UTM  14      -   0.99990082  x   0.99992572  =   0.99982655
 CU0971
 CU0971:                Primary Azimuth Mark                     Grid Az
 CU0971:SPC TXNC     -  LORAINE MUN TANK                         018 44 00.6
 CU0971:UTM  14      -  LORAINE MUN TANK                         018 26 36.9
 CU0971
 CU0971|---------------------------------------------------------------------|
 CU0971| PID    Reference Object                     Distance      Geod. Az  |
 CU0971|                                                           dddmmss.s |
 CU0971| CU0976 LORAINE MUN TANK                    APPROX. 4.6 KM 0173107.4 |
 CU0971| CX8569 LORAINE RM 1                          8.700 METERS 07556     |
 CU0971| CX8570 LORAINE RM 2                         19.925 METERS 16839     |
 CU0971| CX8568 LORAINE AZ MK                                      3480529.1 |
 CU0971|---------------------------------------------------------------------|
 CU0971
 CU0971                          SUPERSEDED SURVEY CONTROL
 CU0971
 CU0971  NAD 83(1986)-  32 21 51.02940(N)    100 43 38.47709(W) AD(       ) 1
 CU0971  NAD 27      -  32 21 50.59424(N)    100 43 37.08014(W) AD(       ) 1
 CU0971
 CU0971.Superseded values are not recommended for survey control.
 CU0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0971.See file dsdata.txt to determine how the superseded data were derived.
 CU0971
 CU0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA3747982114(NAD 83)
 CU0971_MARKER: DS = TRIANGULATION STATION DISK
 CU0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0971_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0971
 CU0971  HISTORY     - Date     Condition        Report By
 CU0971  HISTORY     - 1968     MONUMENTED       CGS
 CU0971
 CU0971                          STATION DESCRIPTION
 CU0971
 CU0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0971'STATION IS LOCATED 13 MILES AIRLINE SOUTHWEST OF ROSCOE, 8 MILES
 CU0971'AIRLINE EAST-SOUTHEAST OF COLORADO CITY, 3 MILES AIRLINE
 CU0971'SOUTH-SOUTHWEST OF LORAINE AND ON THE ROAD RIGHT-OF-WAY.
 CU0971'
 CU0971'TO REACH FROM THE JUNCTION OF FARM ROAD 644 AND LOOP 316 IN
 CU0971'LORAINE GO SOUTH ON FARM ROAD 644 FOR 3.1 MILES TO A GRAVELED
 CU0971'CROSSROAD, TURN RIGHT, WEST, ALONG GRAVELED ROAD FOR 1.0 MILE TO A
 CU0971'GRAVELED SIDE ROAD LEFT, TURN LEFT, SOUTH, ON GRAVELED ROAD FOR
 CU0971'ABOUT 100 FEET, (TO THE AZIMUTH MARK ON THE RIGHT) CONTINUE SOUTH
 CU0971'ON GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CU0971'
 CU0971'STATION MARK, A STANDARD DISK STAMPED LORAINE 1968, SET IN THE TOP
 CU0971'OF A 12 INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE OF
 CU0971'THE GROUND.  ABOUT 100 FEET SOUTH OF THE HIGHEST PART OF THE
 CU0971'HILL, 83 FEET NORTHWEST OF A SOUTHEAST FENCE CORNER, 16 FEET WEST
 CU0971'OF THE CENTER OF THE ROAD AND 2 FEET EAST OF A FENCE.
 CU0971'
 CU0971'REFERENCE MARK NO 1, A STANDARD DISK STAMPED LORAINE NO 1 1968, SET
 CU0971'IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 CU0971'SURFACE OF THE GROUND.  74 FEET NORTH OF THE FENCE CORNER, 16 FEET
 CU0971'EAST OF THE CENTER OF THE ROAD AND 1.0 FEET WEST OF THE FENCE.
 CU0971'
 CU0971'REFERENCE MARK NO 2, A STANDARD DISK STAMPED LORAINE NO 2
 CU0971'1968, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH IS FLUSH
 CU0971'WITH THE SURFACE OF THE GROUND.  45 FEET WEST OF FENCE AND CATTLE
 CU0971'GUARD, 16 FEET WEST OF THE CENTER OF THE ROAD AND 1.6 FEET EAST OF
 CU0971'THE FENCE.
 CU0971'
 CU0971'AZIMUTH MARK, A STANDARD DISK STAMPED LORAINE 1968, SET IN THE TOP
 CU0971'OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE THE
 CU0971'SURFACE OF THE GROUND.  159 FEET SOUTH OF THE CENTER OF A T-ROAD
 CU0971'INTERSECTION, 17 FEET WEST OF THE CENTER OF THE ROAD, 1.6 FEET
 CU0971'SOUTHEAST OF A METAL WITNESS POST AND 1.5 FEET EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0976 ***********************************************************************
 CU0976  DESIGNATION -  LORAINE MUN TANK
 CU0976  PID         -  CU0976
 CU0976  STATE/COUNTY-  TX/MITCHELL
 CU0976  USGS QUAD   -  LORAINE (1969)
 CU0976
 CU0976                         *CURRENT SURVEY CONTROL
 CU0976  ___________________________________________________________________
 CU0976* NAD 83(1993)-  32 24 13.34063(N)    100 42 45.53204(W)     ADJUSTED  
 CU0976* NAVD 88     -                                                        
 CU0976  ___________________________________________________________________
 CU0976  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 CU0976  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CU0976
 CU0976  HORZ ORDER  -  THIRD
 CU0976
 CU0976.The horizontal coordinates were established by classical geodetic methods
 CU0976.and adjusted by the National Geodetic Survey in February 1996..
 CU0976
 CU0976
 CU0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0976
 CU0976.The geoid height was determined by GEOID03.
 CU0976
 CU0976;                    North         East     Units Scale Factor Converg.
 CU0976;SPC TXNC     - 2,083,923.166   391,869.939   MT  0.99993610   -1 12 24.4
 CU0976;SPC TXNC     - 6,837,004.59  1,285,659.96   sFT  0.99993610   -1 12 24.4
 CU0976;UTM  14      - 3,586,475.088   338,933.790   MT  0.99991991   -0 55 04.7
 CU0976
 CU0976                          SUPERSEDED SURVEY CONTROL
 CU0976
 CU0976  NAD 83(1986)-  32 24 13.34591(N)    100 42 45.52231(W) AD(       ) 4
 CU0976  NAD 27      -  32 24 12.91548(N)    100 42 44.12575(W) AD(       ) 3
 CU0976
 CU0976.Superseded values are not recommended for survey control.
 CU0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0976.See file dsdata.txt to determine how the superseded data were derived.
 CU0976
 CU0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA3893486475(NAD 83)
 CU0976_MARKER: 53 = ELEVATED TANK
 CU0976
 CU0976  HISTORY     - Date     Condition        Report By
 CU0976  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0976
 CU0976                          STATION DESCRIPTION
 CU0976
 CU0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0976'IT IS A STEEL TANK SUPPORTED BY FOUR STRUCTURAL STEEL LEGS, IS
 CU0976'PAINTED SILVER AND IS ABOUT 85 FEET HIGH.  THE POINT INTERSECTED IS
 CU0976'THE TOP-CENTER OF THE TANK.
 CU0976'
 CU0976'TO REACH FROM THE POST OFFICE IN LORAINE, GO SOUTH FOR 0.4
 CU0976'MILE, TURN RIGHT AND GO WEST ON SCHOOL STREET FOR 0.2 MILE TO THE
 CU0976'TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0973 ***********************************************************************
 CU0973  DESIGNATION -  LORAINE SCHOOLHOUSE CUPOLA
 CU0973  PID         -  CU0973
 CU0973  STATE/COUNTY-  TX/MITCHELL
 CU0973  USGS QUAD   -  LORAINE (1969)
 CU0973
 CU0973                         *CURRENT SURVEY CONTROL
 CU0973  ___________________________________________________________________
 CU0973* NAD 83(1993)-  32 24 10.86361(N)    100 42 45.64329(W)     ADJUSTED  
 CU0973* NAVD 88     -                                                        
 CU0973  ___________________________________________________________________
 CU0973  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 CU0973  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CU0973
 CU0973  HORZ ORDER  -  THIRD
 CU0973
 CU0973.The horizontal coordinates were established by classical geodetic methods
 CU0973.and adjusted by the National Geodetic Survey in February 1996..
 CU0973
 CU0973
 CU0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0973
 CU0973.The geoid height was determined by GEOID03.
 CU0973
 CU0973;                    North         East     Units Scale Factor Converg.
 CU0973;SPC TXNC     - 2,083,846.947   391,865.426   MT  0.99993623   -1 12 24.4
 CU0973;SPC TXNC     - 6,836,754.53  1,285,645.15   sFT  0.99993623   -1 12 24.4
 CU0973;UTM  14      - 3,586,398.849   338,929.661   MT  0.99991993   -0 55 04.7
 CU0973
 CU0973                          SUPERSEDED SURVEY CONTROL
 CU0973
 CU0973  NAD 83(1986)-  32 24 10.86942(N)    100 42 45.63359(W) AD(       ) 4
 CU0973  NAD 27      -  32 24 10.55000(N)    100 42 44.39000(W) AD(       ) 3
 CU0973
 CU0973.Superseded values are not recommended for survey control.
 CU0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0973.See file dsdata.txt to determine how the superseded data were derived.
 CU0973
 CU0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA3893086399(NAD 83)
 CU0973_MARKER: 86 = CUPOLA
 CU0973
 CU0973  HISTORY     - Date     Condition        Report By
 CU0973  HISTORY     - 1909     FIRST OBSERVED   CGS
 CU0973
 CU0973                          STATION DESCRIPTION
 CU0973
 CU0973'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1073 ***********************************************************************
 GK1073  DESIGNATION -  LORD
 GK1073  PID         -  GK1073
 GK1073  STATE/COUNTY-  TX/OCHILTREE
 GK1073  USGS QUAD   -  FARNSWORTH (1973)
 GK1073
 GK1073                         *CURRENT SURVEY CONTROL
 GK1073  ___________________________________________________________________
 GK1073* NAD 83(1993)-  36 21 30.04674(N)    100 53 28.46513(W)     ADJUSTED  
 GK1073* NAVD 88     -       905.     (meters)    2969.     (feet)  SCALED    
 GK1073  ___________________________________________________________________
 GK1073  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 GK1073  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GK1073
 GK1073  HORZ ORDER  -  SECOND
 GK1073
 GK1073.The horizontal coordinates were established by classical geodetic methods
 GK1073.and adjusted by the National Geodetic Survey in February 1996..
 GK1073
 GK1073.The orthometric height was scaled from a topographic map.
 GK1073
 GK1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1073
 GK1073.The geoid height was determined by GEOID03.
 GK1073
 GK1073;                    North         East     Units Scale Factor Converg.
 GK1073;SPC TX N     - 1,261,809.667   254,640.768   MT  1.00004552   +0 21 10.1
 GK1073;SPC TX N     - 4,139,787.22    835,433.92   sFT  1.00004552   +0 21 10.1
 GK1073;UTM  14      - 4,025,356.103   330,312.248   MT  0.99995477   -1 07 17.3
 GK1073
 GK1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1073!SPC TX N     -   0.99986222  x   1.00004552  =   0.99990774
 GK1073!UTM  14      -   0.99986222  x   0.99995477  =   0.99981700
 GK1073
 GK1073|---------------------------------------------------------------------|
 GK1073| PID    Reference Object                     Distance      Geod. Az  |
 GK1073|                                                           dddmmss.s |
 GK1073| CK9313 LORD RM 1                            20.655 METERS 03308     |
 GK1073| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX. 9.0 KM 0585928.5 |
 GK1073| GK1061 PERRYTON EQUITY GRAIN ELEV          APPROX. 9.1 KM 0593227.7 |
 GK1073| GK1066 PERRYTON RADIO STA KEYE MAST        APPROX. 7.0 KM 0600547.8 |
 GK1073| CK9312 LORD AZ MK                                         0633516.9 |
 GK1073| GK1065 PERRYTON SOUTH MUNICIPAL TANK       APPROX. 8.7 KM 0663957.3 |
 GK1073| GK1067 PERRYTON SW MUNICIPAL TANK          APPROX. 7.3 KM 0685609.9 |
 GK1073| GK1070 FARNSWORTH BATMAN GRAIN ELEV        APPROX. 8.0 KM 2385005.0 |
 GK1073| CK9314 LORD RM 2                            18.845 METERS 26742     |
 GK1073| GK0833 TELE PROMPTER TRANS KLF 93 MST      APPROX.16.4 KM 3103543.9 |
 GK1073|---------------------------------------------------------------------|
 GK1073
 GK1073                          SUPERSEDED SURVEY CONTROL
 GK1073
 GK1073  NAD 83(1993)-  36 21 30.04678(N)    100 53 28.46509(W) AD(       ) 2
 GK1073  NAD 83(1986)-  36 21 30.05264(N)    100 53 28.45272(W) AD(       ) 2
 GK1073  NAD 27      -  36 21 29.93800(N)    100 53 26.90500(W) AD(       ) 2
 GK1073
 GK1073.Superseded values are not recommended for survey control.
 GK1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1073.See file dsdata.txt to determine how the superseded data were derived.
 GK1073
 GK1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3031225356(NAD 83)
 GK1073_MARKER: DS = TRIANGULATION STATION DISK
 GK1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1073
 GK1073  HISTORY     - Date     Condition        Report By
 GK1073  HISTORY     - 1952     MONUMENTED       CGS
 GK1073  HISTORY     - 1979     GOOD             NGS
 GK1073
 GK1073                          STATION DESCRIPTION
 GK1073
 GK1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1073'THE STATION IS LOCATED ALONG THE NORTH SIDE OF THE SANTA
 GK1073'FE RAILROAD TRACK.  IT IS LOCATED AIRLINE ABOUT 0.4 MILE
 GK1073'WEST OF THE WEST ONE OF TWO GRAIN ELEVATORS IN LORD, ABOUT
 GK1073'5 MILES WEST-SOUTHWEST OF PERRYTON, AND ABOUT 15 MILES
 GK1073'NORTH-NORTHWEST OF BULER.
 GK1073'
 GK1073'THE STATION IS A STANDARD DISK STAMPED LORD 1952 SET IN TOP
 GK1073'OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN
 GK1073'DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT
 GK1073'IS ABOUT 0.05 MILE EAST OF A RAILROAD CROSSING, 64 FEET NORTH
 GK1073'OF THE NORTH RAIL OF A RAILROAD TRACK, 20 FEET SOUTH OF THE
 GK1073'CENTER LINE OF A DIRT FARM ROAD, AND 8 FEET NORTHEAST OF
 GK1073'A WHITE WITNESS POST.
 GK1073'
 GK1073'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LORD
 GK1073'NO 1 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK1073'ABOUT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES
 GK1073'ABOVE THE GROUND.  IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 GK1073'THE MARK IS 90 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 GK1073'TRACK, 10.5 FEET NORTH OF THE CENTER LINE OF A DIRT FARM
 GK1073'ROAD, AND 9.5 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 GK1073'
 GK1073'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LORD NO
 GK1073'2 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT
 GK1073'12 INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE
 GK1073'THE GROUND.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 GK1073'THE MARK IS 91 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 GK1073'TRACK, 9 FEET SOUTH OF AN EAST-WEST FENCE LINE, AND 10 FEET
 GK1073'NORTH OF THE CENTER LINE OF A DIRT FARM ROAD.
 GK1073'
 GK1073'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LORD 1952 SET
 GK1073'IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 GK1073'IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 GK1073'IT IS 50 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 GK1073'117, 25 FEET WEST OF A POWER LINE POLE, AND 1 FOOT NORTH OF
 GK1073'AN EAST-WEST FENCE LINE.
 GK1073'
 GK1073'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 GK1073'AND STATE HIGHWAY 117 IN PERRYTON, GO WEST-SOUTHWEST ON STATE
 GK1073'HIGHWAY 117 FOR 5.5 MILES TO A POWER LINE POLE ON THE LEFT,
 GK1073'SOUTH, SIDE OF THE HIGHWAY, AND THE AZIMUTH MARK.  (THIS
 GK1073'IS ABOUT 0.2 MILE BEFORE REACHING THE LORD GRAIN ELEVATORS.)
 GK1073'CONTINUE WEST-SOUTHWEST ON THE HIGHWAY, PASSING THE GRAIN
 GK1073'ELEVATORS, FOR 0.5 MILE TO A RAILROAD CROSSING ON THE RIGHT.
 GK1073'TURN RIGHT, CROSS THE TRACKS.  TURN RIGHT, EAST, AND GO 0.05
 GK1073'MILE TO A WHITE WITNESS POST AND THE STATION.
 GK1073
 GK1073                          STATION RECOVERY (1979)
 GK1073
 GK1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GK1073'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND
 GK1073'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS
 GK1073'BELIEVED TO HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION.  A
 GK1073'DIFFERENCE WAS FOUND IN THE DISTANCE TO THE REFERENCE MARKS, AND ALSO
 GK1073'IN THE DIRECTION TO THE MARKS.
 GK1073'
 GK1073'A NEW AND COMPLETE DESCRIPTION TO THE STATION FOLLOWS--
 GK1073'
 GK1073'THE STATION IS LOCATED ABOUT 5.5 MILES WEST SOUTHWEST OF PERRYTON,
 GK1073'5 MILES EAST-NORTHEAST OF FARNSWORTH AND ON THE NORTH RIGHT OF WAY
 GK1073'OF RAILROAD TRACKS.
 GK1073'
 GK1073'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83
 GK1073'AND STATE HIGHWAY 15 IN PERRYTON, 80 WEST SOUTHWEST ON STATE
 GK1073'HIGHWAY 15 FOR 6.0 MILES TO A TRACK ROAD ON THE RIGHT, CROSSING
 GK1073'RAILROAD TRACKS.  TURN RIGHT CROSSING TRACKS AND THE STATION
 GK1073'ABOUT 100 YARDS EAST OF ROAD.
 GK1073'
 GK1073'STATION MARKS ARE STANDARD DISKS STAMPED LORD 1952.  THE SURFACE
 GK1073'DISK IS SET IN THE TOP OF ROUND CONCRETE POST, THAT IS FLUSH WITH
 GK1073'THE SURFACE OF THE GROUND.  IT IS 62.6 FEET SOUTH OF A HIGH LINE POLE,
 GK1073'58 FEET NORTHWEST OF THE NORTHWEST RAIL OF TRACKS, 30 FEET
 GK1073'NORTH-NORTHEAST OF A TELEPHONE POLE, 18 FEET SOUTHEAST OF THE CENTER
 GK1073'OF A TRACK ROAD, AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 GK1073'
 GK1073'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LORD NO 1 1952 SET
 GK1073'IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE SURFACE
 GK1073'OF THE GROUND.  IT IS 88 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 GK1073'TRACKS, 16 FEET EAST OF A HIGH LINE POLE, 12 FEET NORTHWEST OF THE
 GK1073'CENTER OF TRACK ROAD, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 GK1073'
 GK1073'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED LORD NO 2 1952.  SET
 GK1073'IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE SURFACE
 GK1073'OF THE GROUND.  IT IS 88 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 GK1073'TRACKS, 50 FEET WEST OF A TELEPHONE POLE, 13 FEET NORTHWEST OF THE
 GK1073'CENTER OF A TRACK ROAD, AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0668 ***********************************************************************
 DP0668  DESIGNATION -  LORENZO
 DP0668  PID         -  DP0668
 DP0668  STATE/COUNTY-  TX/CROSBY
 DP0668  USGS QUAD   -  LORENZO (1965)
 DP0668
 DP0668                         *CURRENT SURVEY CONTROL
 DP0668  ___________________________________________________________________
 DP0668* NAD 83(1993)-  33 40 48.86858(N)    101 30 16.94389(W)     ADJUSTED  
 DP0668* NAVD 88     -       966.3    (meters)    3170.     (feet)  VERTCON   
 DP0668  ___________________________________________________________________
 DP0668  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DP0668  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DP0668
 DP0668  HORZ ORDER  -  FIRST
 DP0668
 DP0668.The horizontal coordinates were established by classical geodetic methods
 DP0668.and adjusted by the National Geodetic Survey in February 1996..
 DP0668
 DP0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0668
 DP0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0668
 DP0668.The geoid height was determined by GEOID03.
 DP0668
 DP0668;                    North         East     Units Scale Factor Converg.
 DP0668;SPC TXNC     - 2,227,274.623   321,431.782   MT  0.99993267   -1 38 19.5
 DP0668;SPC TXNC     - 7,307,316.83  1,054,564.10   sFT  0.99993267   -1 38 19.5
 DP0668;UTM  14      - 3,729,518.293   267,804.001   MT  1.00026472   -1 23 22.7
 DP0668
 DP0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0668!SPC TXNC     -   0.99985233  x   0.99993267  =   0.99978501
 DP0668!UTM  14      -   0.99985233  x   1.00026472  =   1.00011701
 DP0668
 DP0668:                Primary Azimuth Mark                     Grid Az
 DP0668:SPC TXNC     -  LORENZO AZ MK RESET                      169 15 52.3
 DP0668:UTM  14      -  LORENZO AZ MK RESET                      169 00 55.5
 DP0668
 DP0668|---------------------------------------------------------------------|
 DP0668| PID    Reference Object                     Distance      Geod. Az  |
 DP0668|                                                           dddmmss.s |
 DP0668| CJ7761 LORENZO AZ MK RESET                                1673732.8 |
 DP0668| CJ7760 LORENZO AZ MK                                      1681843.8 |
 DP0668| CJ7762 LORENZO RM 1                         45.150 METERS 26731     |
 DP0668| CJ7763 LORENZO RM 2                         74.533 METERS 34906     |
 DP0668|---------------------------------------------------------------------|
 DP0668
 DP0668                          SUPERSEDED SURVEY CONTROL
 DP0668
 DP0668  NAD 83(1986)-  33 40 48.87482(N)    101 30 16.93827(W) AD(       ) 1
 DP0668  NAD 27      -  33 40 48.56800(N)    101 30 15.35900(W) AD(       ) 1
 DP0668  NGVD 29 (07/28/98)  965.9    (m)         3169.     (f) VERT ANG       
 DP0668
 DP0668.Superseded values are not recommended for survey control.
 DP0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0668.See file dsdata.txt to determine how the superseded data were derived.
 DP0668
 DP0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC6780429518(NAD 83)
 DP0668_MARKER: DS = TRIANGULATION STATION DISK
 DP0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0668
 DP0668  HISTORY     - Date     Condition        Report By
 DP0668  HISTORY     - 1935     MONUMENTED       CGS
 DP0668  HISTORY     - 1938     GOOD             TXHD
 DP0668  HISTORY     - 1950     MARK NOT FOUND   CGS
 DP0668  HISTORY     - 1958     GOOD             CGS
 DP0668  HISTORY     - 1962     MARK NOT FOUND   USGS
 DP0668  HISTORY     - 1965     GOOD             USGS
 DP0668  HISTORY     - 1965     GOOD             USGS
 DP0668
 DP0668                          STATION DESCRIPTION
 DP0668
 DP0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0668'STATION IS ON THE PROPERTY OF W.E. MC LAUGHLIN, 1.5 MILES ENE
 DP0668'OF LORENZO, 7 MILES N OF W OF RALLS, ABOUT 1 MILE N OF U.S.
 DP0668'HIGHWAY 62.  IT IS 29 FEET N OF CENTER LINE OF DIRT ROAD AND
 DP0668'0.1 MILE W OF ANOTHER DIRT ROAD.
 DP0668'
 DP0668'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0668'BRONZE DISKS SET IN CONCRETE.
 DP0668'
 DP0668'REFERENCE MARK NO. 1 IS 21 FEET N OF CENTER LINE OF ROAD, 40
 DP0668'FEET E OF DRIVEWAY, AND 148.13 FEET W OF STATION.
 DP0668'
 DP0668'REFERENCE MARK NO. 2 IS 35 FEET S OF SE CORNER OF HOUSE, 30
 DP0668'FEET W OF SE CORNER OF YARD, AND 244.53 FEET W OF N OF STATION.
 DP0668'
 DP0668'AZIMUTH MARK IS LOCATED 0.6 MILE SE OF STATION, 15 FEET E OF
 DP0668'CENTER LINE OF ROAD, 0.35 MILE N OF U.S. HIGHWAY 62.
 DP0668'
 DP0668'TO REACH THE AZIMUTH MARK FROM STATION, GO E FOR 0.1 MILE TO
 DP0668'CROSSROADS, THENCE RIGHT (S) FOR 0.55 MILE TO MARK ON LEFT (E)
 DP0668'SIDE OF ROAD.
 DP0668'
 DP0668'STATION CAN BE REACHED FROM INTERSECTION OF U.S. HIGHWAY 62 AND
 DP0668'DIRT CROSS ROAD (1.8 MILES E OF LORENZO AND 0.3 MILE E OF SMALL
 DP0668'STUCCO HOUSE) BY GOING N ON DIRT ROAD FOR 0.9 MILE TO CROSSROADS,
 DP0668'THENCE LEFT (W) FOR 0.1 MILE TO STATION ON N SIDE OF ROAD.
 DP0668'
 DP0668'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DP0668
 DP0668                          STATION RECOVERY (1938)
 DP0668
 DP0668'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0668'DESCRIPTION AS GIVEN IN REACHING STATION IS SATISFACTORY.
 DP0668'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DP0668'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0668
 DP0668                          STATION RECOVERY (1950)
 DP0668
 DP0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 DP0668'DESCRIPTION GOOD.  AZIMUTH AND REFERENCE MARKS RECOVERED IN GOOD
 DP0668'CONDITION.  STATION MARK HAS BEEN DESTROYED.
 DP0668
 DP0668                          STATION RECOVERY (1958)
 DP0668
 DP0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DP0668'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS FOUND
 DP0668'IN GOOD CONDITION.  THE STATION MARK WAS REPORTED DESTROYED IN
 DP0668'1950 BUT IT WAS RECOVERED ABOUT 3 INCHES BELOW THE SURFACE OF THE
 DP0668'GROUND.  THE HOUSE NEAR R.M. NO. 2 IS VACANT AND IS IN POOR
 DP0668'REPAIR.  THE AZIMUTH MARK WAS FOUND LYING ON TOP OF THE GROUND.
 DP0668'THE NORTH-SOUTH ROAD HAS BEEN WIDENED AND SURFACED AND HAS
 DP0668'BEEN DESIGNATED AS COUNTY ROAD 12.
 DP0668'
 DP0668'THE AZIMUTH MARK IS 0.1 MILE EAST AND 0.5 MILE SOUTH OF THE
 DP0668'STATION.  IT IS 40 FEET EAST OF THE CENTERLINE OF THE ROAD AND
 DP0668'3/4 FOOT WEST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 1
 DP0668'FOOT AND THE DISK IS STAMPED LORENZO 1935 RESET 1958.
 DP0668'
 DP0668'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DP0668
 DP0668                          STATION RECOVERY (1962)
 DP0668
 DP0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DP0668'UNDERGROUND MARK AND R.M. 2 WERE RECOVERED AS DESCRIBED.
 DP0668'
 DP0668'R.M. 1 AND STATION MARK HAVE BEEN DESTROYED.
 DP0668
 DP0668                          STATION RECOVERY (1965)
 DP0668
 DP0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0668'R.M. 1 WAS DESTROYED.  STATION AND ALL OTHER REFERENCE MARKS
 DP0668'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION IS UNDER
 DP0668'GROUND SURFACE APPROX. 1 FOOT.
 DP0668
 DP0668                          STATION RECOVERY (1965)
 DP0668
 DP0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0668'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33101-4, STATION 1010.
 DP0668'RECOVERY BY USGS, 1965--REFERENCE MARK NO. 1 WAS DESTROYED. STATION
 DP0668'MARK AND ALL OTHER REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 DP0668'DESCRIBED.  STATION IS UNDER GROUND SURFACE APPROXIMATELY 1 FT.
 DP0668'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST,
 DP0668'STAMPED---LORENZO-1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0666 ***********************************************************************
 DP0666  DESIGNATION -  LORENZO MUNICIPAL TANK
 DP0666  PID         -  DP0666
 DP0666  STATE/COUNTY-  TX/CROSBY
 DP0666  USGS QUAD   -  LORENZO (1965)
 DP0666
 DP0666                         *CURRENT SURVEY CONTROL
 DP0666  ___________________________________________________________________
 DP0666* NAD 83(1986)-  33 40 13.52859(N)    101 32 03.86304(W)     ADJUSTED  
 DP0666* NAVD 88     -       965.     (meters)    3166.     (feet)  SCALED    
 DP0666  ___________________________________________________________________
 DP0666  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DP0666  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DP0666
 DP0666  HORZ ORDER  -  THIRD
 DP0666
 DP0666.The horizontal coordinates were established by classical geodetic methods
 DP0666.and adjusted by the National Geodetic Survey in July 1998..
 DP0666
 DP0666.The orthometric height was scaled from a topographic map.
 DP0666
 DP0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0666
 DP0666.The geoid height was determined by GEOID03.
 DP0666
 DP0666;                    North         East     Units Scale Factor Converg.
 DP0666;SPC TXNC     - 2,226,265.464   318,647.617   MT  0.99993080   -1 39 17.8
 DP0666;SPC TXNC     - 7,304,005.94  1,045,429.72   sFT  0.99993080   -1 39 17.8
 DP0666;UTM  14      - 3,728,496.688   265,023.302   MT  1.00028074   -1 24 20.7
 DP0666
 DP0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0666!SPC TXNC     -   0.99985247  x   0.99993080  =   0.99978328
 DP0666!UTM  14      -   0.99985247  x   1.00028074  =   1.00013316
 DP0666
 DP0666                          SUPERSEDED SURVEY CONTROL
 DP0666
 DP0666  NAD 83(1993)-  33 40 13.52859(N)    101 32 03.86304(W) AD(       ) 4
 DP0666  NAD 83(1986)-  33 40 13.53569(N)    101 32 03.85650(W) AD(       ) 4
 DP0666  NAD 27      -  33 40 13.22800(N)    101 32 02.27400(W) AD(       ) 3
 DP0666
 DP0666.Superseded values are not recommended for survey control.
 DP0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0666.See file dsdata.txt to determine how the superseded data were derived.
 DP0666
 DP0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC6502328497(NAD 83)
 DP0666_MARKER: 51 = TANK
 DP0666
 DP0666  HISTORY     - Date     Condition        Report By
 DP0666  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0666  HISTORY     - 1935     GOOD             CGS
 DP0666
 DP0666                          STATION DESCRIPTION
 DP0666
 DP0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DP0666'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33101-4, STATION 1016.
 DP0666
 DP0666                          STATION RECOVERY (1935)
 DP0666
 DP0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0666'POINT OBSERVED UPON IS THE FINIAL OF A BLACK WATER TANK
 DP0666'LOCATED IN THE CENTER OF TOWN OF LORENZO, ABOUT 0.2 MILE N
 DP0666'OF U.S. HIGHWAY 62.  IT IS 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2764 ***********************************************************************
 AX2764  DESIGNATION -  LORINE
 AX2764  PID         -  AX2764
 AX2764  STATE/COUNTY-  TX/COLORADO
 AX2764  USGS QUAD   -  FRELSBURG (1981)
 AX2764
 AX2764                         *CURRENT SURVEY CONTROL
 AX2764  ___________________________________________________________________
 AX2764* NAD 83(1993)-  29 48 16.15636(N)    096 37 21.85969(W)     ADJUSTED  
 AX2764* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 AX2764  ___________________________________________________________________
 AX2764  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AX2764  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX2764
 AX2764  HORZ ORDER  -  SECOND
 AX2764
 AX2764.The horizontal coordinates were established by classical geodetic methods
 AX2764.and adjusted by the National Geodetic Survey in February 1996..
 AX2764
 AX2764.The orthometric height was scaled from a topographic map.
 AX2764
 AX2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2764
 AX2764.The geoid height was determined by GEOID03.
 AX2764
 AX2764;                    North         East     Units Scale Factor Converg.
 AX2764;SPC TXSC     - 4,220,793.710   829,781.810   MT  0.99989672   +1 09 52.7
 AX2764;SPC TXSC     -13,847,720.70  2,722,375.82   sFT  0.99989672   +1 09 52.7
 AX2764;UTM  14      - 3,299,491.385   729,763.038   MT  1.00025139   +1 10 55.6
 AX2764
 AX2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2764!SPC TXSC     -   0.99998603  x   0.99989672  =   0.99988275
 AX2764!UTM  14      -   0.99998603  x   1.00025139  =   1.00023742
 AX2764
 AX2764|---------------------------------------------------------------------|
 AX2764| PID    Reference Object                     Distance      Geod. Az  |
 AX2764|                                                           dddmmss.s |
 AX2764| CV6516 LORINE RM 1                          17.611 METERS 04819     |
 AX2764| AX2770 COLUMBUS COLORADO CO CTHSE          APPROX.13.5 KM 1434218.4 |
 AX2764| CV6517 LORINE RM 2                          21.650 METERS 17046     |
 AX2764| CV6515 LORINE AZ MK                                       2144053.0 |
 AX2764|---------------------------------------------------------------------|
 AX2764
 AX2764                          SUPERSEDED SURVEY CONTROL
 AX2764
 AX2764  NAD 83(1986)-  29 48 16.17200(N)    096 37 21.84581(W) AD(       ) 2
 AX2764  NAD 27      -  29 48 15.34400(N)    096 37 20.93900(W) AD(       ) 2
 AX2764
 AX2764.Superseded values are not recommended for survey control.
 AX2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2764.See file dsdata.txt to determine how the superseded data were derived.
 AX2764
 AX2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2976399491(NAD 83)
 AX2764_MARKER: DS = TRIANGULATION STATION DISK
 AX2764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2764
 AX2764  HISTORY     - Date     Condition        Report By
 AX2764  HISTORY     - 1954     MONUMENTED       CGS
 AX2764  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX2764
 AX2764                          STATION DESCRIPTION
 AX2764
 AX2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2764'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF COLUMBUS, 6.5
 AX2764'MILES SOUTHWEST OF FRELSBURG, 5 MILES SOUTHEAST OF ELLINGER, ON
 AX2764'THE HIGHEST POINT IN THE VICINITY AND ON THE PROPERTY OF MR.
 AX2764'RICHARD CULLEN.  THERE IS A LOCKED GATE 0.3 MILE SOUTH OF THE
 AX2764'STATION.
 AX2764'
 AX2764'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71
 AX2764'AND FARM ROAD 109, ABOUT 1 MILE NORTH OF COLUMBUS, GO
 AX2764'NORTHWEST ON STATE HIGHWAY 71 FOR 6.9 MILES TO A STEEL GATE,
 AX2764'CATTLE GUARD AND T-ROAD ON THE RIGHT.  CROSS CATTLE GUARD
 AX2764'AND FOLLOW GRAVELED ROAD NORTHEAST FOR 0.8 MILE TO A
 AX2764'T-INTERSECTION ().  TAKE THE LEFT FORK AND GO 0.75 MILE TO THE
 AX2764'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.15 MILE TO
 AX2764'A CROSS ROAD AND LOCKED GATE.  KEEP STRAIGHT, PASSING
 AX2764'THROUGH GATE, FOR 0.3 MILE TO THE STATION SITE, WATER
 AX2764'TANK AND WINDMILL.
 AX2764'
 AX2764'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2764'POST PROJECTING 5 INCHES.  IT IS 24 FEET NORTH OF THE SOUTHEAST
 AX2764'CORNER OF A CONCRETE WATER TANK, 10 FEET EAST OF A NORTH-SOUTH
 AX2764'FENCELINE AND 9 FEET EAST OF A WITNESS POST.  THE MARK IS 75.5
 AX2764'FEET NORTHEAST OF A WINDMILL AND IS STAMPED LORINE 1954.
 AX2764'
 AX2764'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2764'POST PROJECTING 5 INCHES.  IT IS 1 FOOT SOUTHEAST OF A FENCELINE.
 AX2764'THE MARK IS STAMPED LORINE NO 1 1954.
 AX2764'
 AX2764'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2764'POST PROJECTING 6 INCHES.  IT IS 4 FEET EAST OF THE NORTHEAST
 AX2764'CORNER OF A SMALL PUMP HOUSE AND 1 FOOT EAST OF A POWER
 AX2764'POLE.  THE MARK IS STAMPED LORINE NO 2 1954.
 AX2764'
 AX2764'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2764'POST PROJECTING 4 INCHES.  IT IS 25 FEET WEST OF THE CENTERLINE
 AX2764'OF THE ROAD LEADING TO THE STATION, 19 FEET SOUTH OF THE
 AX2764'CENTERLINE OF A TRACK ROAD LEADING TO A GRAVEL PIT AND 4 FEET
 AX2764'NORTH OF A WITNESS POST.  THE MARK IS STAMPED LORINE 1954.
 AX2764'
 AX2764'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AX2764
 AX2764                          STATION RECOVERY (1991)
 AX2764
 AX2764'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJG)
 AX2764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1280 ***********************************************************************
 AH1280  DESIGNATION -  LOS CEDROS WINDMILL
 AH1280  PID         -  AH1280
 AH1280  STATE/COUNTY-  TX/KLEBERG
 AH1280  USGS QUAD   -  PITA ISLAND (1975)
 AH1280
 AH1280                         *CURRENT SURVEY CONTROL
 AH1280  ___________________________________________________________________
 AH1280* NAD 83(1993)-  27 33 00.98828(N)    097 19 56.24567(W)     ADJUSTED  
 AH1280* NAVD 88     -                                                        
 AH1280  ___________________________________________________________________
 AH1280  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AH1280  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AH1280
 AH1280  HORZ ORDER  -  THIRD
 AH1280
 AH1280.The horizontal coordinates were established by classical geodetic methods
 AH1280.and adjusted by the National Geodetic Survey in February 1996..
 AH1280
 AH1280
 AH1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1280
 AH1280.The geoid height was determined by GEOID03.
 AH1280
 AH1280;                    North         East     Units Scale Factor Converg.
 AH1280;SPC TX S     - 5,209,224.712   415,322.905   MT  0.99994057   +0 31 48.5
 AH1280;SPC TX S     -17,090,598.08  1,362,605.23   sFT  0.99994057   +0 31 48.5
 AH1280;UTM  14      - 3,048,494.211   664,662.519   MT  0.99993469   +0 46 17.5
 AH1280
 AH1280                          SUPERSEDED SURVEY CONTROL
 AH1280
 AH1280  NAD 83(1986)-  27 33 01.00017(N)    097 19 56.22068(W) AD(       ) 4
 AH1280  NAD 27      -  27 32 59.86300(N)    097 19 55.25900(W) AD(       ) 3
 AH1280
 AH1280.Superseded values are not recommended for survey control.
 AH1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1280.See file dsdata.txt to determine how the superseded data were derived.
 AH1280
 AH1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6466348494(NAD 83)
 AH1280_MARKER: 66 = WINDMILL
 AH1280
 AH1280  HISTORY     - Date     Condition        Report By
 AH1280  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1280
 AH1280                          STATION DESCRIPTION
 AH1280
 AH1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1280'LOCATED ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 10
 AH1280'MILES S OF THE NAVAL AIR STATION, CORPUS CHRISTI.
 AH1280'
 AH1280'TO REACH FROM THE S GATE OF THE NAVAL AIR STATION, PROCEED
 AH1280'0.6 MILE SW ON S.H. 358 TO WALDRON FIELD ROAD, SW 4.4 MILES
 AH1280'TO THE N GATE OF THE KING RANCH, S 5.2 MILES ON THE MAIN ROAD
 AH1280'TO A TRAIL TO THE S, S 0.3 MILE TO THE STATION SITE.
 AH1280'
 AH1280'THE STATION IS A STEEL WINDMILL 30 FEET HIGH.
 AH1280'
 AH1280'THIS WINDMILL IS SOMETIMES CALLED WHITE WINDMILL.
 AH1280'
 AH1280'THE NAME LOS CEDROS MEANS THE CEDARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0213 ***********************************************************************
 AB0213  DESIGNATION -  LOS FRESNOS
 AB0213  PID         -  AB0213
 AB0213  STATE/COUNTY-  TX/CAMERON
 AB0213  USGS QUAD   -  LOS FRESNOS (1983)
 AB0213
 AB0213                         *CURRENT SURVEY CONTROL
 AB0213  ___________________________________________________________________
 AB0213* NAD 83(1993)-  26 03 54.45289(N)    097 22 58.18073(W)     ADJUSTED  
 AB0213* NAVD 88     -         3.140  (meters)      10.30   (feet)  ADJUSTED  
 AB0213  ___________________________________________________________________
 AB0213  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 AB0213  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AB0213  DYNAMIC HT  -           3.135 (meters)      10.29  (feet)  COMP
 AB0213  MODELED GRAV-     979,051.8   (mgal)                       NAVD 88
 AB0213
 AB0213  HORZ ORDER  -  SECOND
 AB0213  VERT ORDER  -  FIRST     CLASS II
 AB0213
 AB0213.The horizontal coordinates were established by classical geodetic methods
 AB0213.and adjusted by the National Geodetic Survey in February 1996..
 AB0213
 AB0213.The orthometric height was determined by differential leveling
 AB0213.and adjusted by the National Geodetic Survey in June 1991..
 AB0213
 AB0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0213
 AB0213.The geoid height was determined by GEOID03.
 AB0213
 AB0213.The dynamic height is computed by dividing the NAVD 88
 AB0213.geopotential number by the normal gravity value computed on the
 AB0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0213.degrees latitude (g = 980.6199 gals.).
 AB0213
 AB0213.The modeled gravity was interpolated from observed gravity values.
 AB0213
 AB0213;                    North         East     Units Scale Factor Converg.
 AB0213;SPC TX S     - 5,044,642.504   411,788.538   MT  1.00002713   +0 30 25.9
 AB0213;SPC TX S     -16,550,631.28  1,351,009.56   sFT  1.00002713   +0 30 25.9
 AB0213;UTM  14      - 2,883,899.421   661,766.741   MT  0.99992311   +0 42 38.6
 AB0213
 AB0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0213!SPC TX S     -   1.00000292  x   1.00002713  =   1.00003005
 AB0213!UTM  14      -   1.00000292  x   0.99992311  =   0.99992603
 AB0213
 AB0213:                Primary Azimuth Mark                     Grid Az
 AB0213:SPC TX S     -  POINT ISABEL W BASE                      053 23 11.3
 AB0213:UTM  14      -  POINT ISABEL W BASE                      053 10 58.6
 AB0213
 AB0213|---------------------------------------------------------------------|
 AB0213| PID    Reference Object                     Distance      Geod. Az  |
 AB0213|                                                           dddmmss.s |
 AB0213| AB0225 POINT ISABEL W BASE                 APPROX. 7.6 KM 0535337.2 |
 AB0213| AB0212 M 678                                19.260 METERS 10106     |
 AB0213| AB1370 PORT BROWNSVILLE MUNICIPAL TK       APPROX.12.7 KM 1892810.6 |
 AB0213| AB0214 LOS FRESNOS RM 1                     33.909 METERS 31720     |
 AB0213| AB1541 BAYVIEW MUNICIPAL TANK              APPROX. 6.8 KM 3452701.4 |
 AB0213|---------------------------------------------------------------------|
 AB0213
 AB0213                          SUPERSEDED SURVEY CONTROL
 AB0213
 AB0213  NAD 83(1986)-  26 03 54.46549(N)    097 22 58.13466(W) AD(       ) 2
 AB0213  NAD 27      -  26 03 53.18600(N)    097 22 57.20500(W) AD(       ) 2
 AB0213  NGVD 29 (??/??/92)    3.25   (m)           10.7    (f) COMPUTED    1 2
 AB0213
 AB0213.Superseded values are not recommended for survey control.
 AB0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0213.See file dsdata.txt to determine how the superseded data were derived.
 AB0213
 AB0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6176783899(NAD 83)
 AB0213_MARKER: DS = TRIANGULATION STATION DISK
 AB0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0213_STAMPING: LOS FRESNOS 1947
 AB0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0213+STABILITY: SURFACE MOTION
 AB0213
 AB0213  HISTORY     - Date     Condition        Report By
 AB0213  HISTORY     - 1947     MONUMENTED       CGS
 AB0213  HISTORY     - 1950     GOOD             CGS
 AB0213  HISTORY     - 1951     GOOD             CGS
 AB0213  HISTORY     - 1951     GOOD             NGS
 AB0213  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0213  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0213  HISTORY     - 19910306 GOOD             USPSQD
 AB0213  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0213  HISTORY     - 19910327 MARK NOT FOUND   USPSQD
 AB0213  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0213
 AB0213                          STATION DESCRIPTION
 AB0213
 AB0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB0213'STATION IS LOCATED ABOUT 6 MILES EAST OF LOS FRESNOS AND
 AB0213'ABOUT 6 MILES SOUTHWEST OF PORT ISABEL.  IT IS 35 FEET SOUTH
 AB0213'OF THE CENTER OF STATE HIGHWAY 100 AND 20 FEET NORTHWEST
 AB0213'OF THE CENTER OF A DIRT ROAD.  THE MARK PROJECTS 2 INCHES
 AB0213'AND THE DISK IS STAMPED LOS FRESNOS 1947.
 AB0213'
 AB0213'REFERENCE MARK NO. 1 IS 111.25 FEET NORTHWEST OF THE STATION.
 AB0213'IT IS 2 FEET EAST OF A TELEPHONE POLE AND IN A FENCELINE.  THE
 AB0213'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LOS FRESNOS
 AB0213'NO 1 1947.
 AB0213'
 AB0213'M 678 IS 63.19 FEET SOUTHEAST OF THE STATION.  IT IS 20 FEET
 AB0213'SOUTHEAST OF THE CENTER OF A DIRT ROAD, 4 FEET EAST OF A
 AB0213'WHITE POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK IS A
 AB0213'6 X 6 INCHE CONCRETE POST, PROJECTING 3 INCHES, WITH A STANDARD
 AB0213'USC AND GS BENCH MARK DISK IN THE TOP, STAMPED M 678 1942.
 AB0213'
 AB0213'P-25 IS 0.2 MILE WEST OF THE STATION.  IT IS 15 FEET NORTH
 AB0213'OF THE CENTER OF HIGHWAY 100, AND IN THE HEADWALL OF A CONCRETE
 AB0213'CULVERT.  IT WAS USED AS AN AZIMUTH MARK FOR THIS STATION
 AB0213'AND IS A CAMERON COUNTY BENCH MARK, WITH A BRONZE DISK STAMPED
 AB0213'P 25 12.29.
 AB0213'
 AB0213'TO REACH THE STATION FROM THE RAILROAD CROSSING IN LOS FRESNOS,
 AB0213'GO EAST ON HIGHWAY 100 FOR 5.8 MILES TO THE AZIMUTH MARK ON
 AB0213'THE LEFT, CONTINUE FOR 0.2 MILE TO THE STATION ON THE RIGHT
 AB0213'AS DESCRIBED.
 AB0213'
 AB0213'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AB0213
 AB0213                          STATION RECOVERY (1950)
 AB0213
 AB0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB0213'STATION, R.M. NO. 1, R.M. NO. 2, AND AZIMUTH MARK, RECOVERED
 AB0213'IN GOOD CONDITION.  THE FOLLOWING CORRECTIONS SHOULD BE
 AB0213'MADE--STATION IS 12 MILES SW. OF PORT ISABEL NOT 6 MILES.  56 FT. S
 AB0213'OF THE CENTERLINE OF TEXAS HIGHWAY 100 NOT 35 FEET.
 AB0213'AND 34 FT. W. OF A DIRT ROAD NOT 20 FEET.  M-678 IS
 AB0213'E. OF STATION NOT NE.  AND 4 FEET NE. OF WITNESS POST NOT 4
 AB0213'FT. E.  AND THE FENCE LINE IS GONE.  A COMPLETE NEW
 AB0213'DESCRIPTION FOLLOWS--
 AB0213'
 AB0213'FROM THE RAILROAD CROSSING IN LOS FRESNOS, GO E. ON TEXAS
 AB0213'HIGHWAY 100 6.0 MILES TO THE OLD PORT ISABEL ROAD, AN OLD
 AB0213'UNIMPROVED ROAD RUNNING S.  STATION IS 56 FT. S. OF THE
 AB0213'CENTERLINE OF TEXAS HIGHWAY 100, 34 FT. W. OF OLD PORT ISABEL
 AB0213'ROAD, AND 2 FT. N. OF A 4 X 4 INCH WOOD WITNESS POST PROJECTING
 AB0213'18 INCHES.  A STANDARD DISK STAMPED LOS FRESNOS 1947 SET IN
 AB0213'A 12 X 12 INCH CONCRETE MONUMENT PROJECTING 0.2 FT.
 AB0213'
 AB0213'REFERENCE MARK NO. 1 IS 111.25 FT. NW. OF THE STATION.  IT
 AB0213'IS 2 FT. E. OF A TELEPHONE POLE, IN A FENCE LINE, AND 49
 AB0213'FT. N. OF CENTERLINE OF TEXAS HIGHWAY 100.  A STANDARD DISK
 AB0213'STAMPED LOS FRESNOS NO 1 1947 SET IN A 12 X 12 INCH CONCRETE
 AB0213'MONUMENT PROJECTING 0.3 FT.
 AB0213'
 AB0213'REFERENCE MARK NO. 2 IS 63.19 FT. E. OF THE STATION.  IT IS
 AB0213'20 FT. E. OF THE CENTER OF OLD PORT ISABEL ROAD AND 4 FT.
 AB0213'NE. OF A 4 X 4 INCH WOOD WITNESS POST.  A STANDARD BENCH MARK
 AB0213'DISK STAMPED M-678 1942 AND SET IN A 6 X 6 INCH CONCRETE MONUMENT
 AB0213'PROJECTING 0.3 FT.
 AB0213'
 AB0213'THE AZIMUTH MARK IS 0.2 MILES W. OF THE STATION ALONG TEXAS
 AB0213'HIGHWAY 100, 15 FEET N. OF THE CENTERLINE OF THE ROAD, AND
 AB0213'IN THE CENTER OF THE HEADWALL OF A CONCRETE CULVERT.  IT IS
 AB0213'A CAMERON COUNTY BENCH MARK BRONZE DISK 2-1/2 INCHES IN
 AB0213'DIAMETER STAMPED P-25 12.29.
 AB0213
 AB0213                          STATION RECOVERY (1951)
 AB0213
 AB0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB0213'5.8 MILES EAST ALONG STATE HIGHWAY 100 FROM ITS INTERSECTION
 AB0213'WITH PAREDES ROAD AT LOS FRESNOS, AT A JUNCTION WITH THE
 AB0213'BROWNSVILLE AND PORT ISABEL ROAD, 56 FEET SOUTHEAST OF THE
 AB0213'CENTER LINE OF THE HIGHWAY, 34 FEET NORTHWEST OF THE CENTER
 AB0213'LINE OF THE BROWNSVILLE AND PORT ISABEL ROAD, 225 FEET SOUTHWEST
 AB0213'OF THE CENTER OF A ROAD INTERSECTION, 1.2 FEET NORTHEAST OF
 AB0213'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0213'PROJECTS 0.2 FOOT ABOVE THE GROUND, A TRIANGULATION STATION
 AB0213'DISK STAMPED LOS FRESNOS 1947.
 AB0213'
 AB0213'LOS FRESNOS R.M. 1 IS 111.2 FEET NORTHWEST OF TRIANGULATION
 AB0213'STATION LOS FRESNOS 1947, 49 FEET NORTHWEST OF THE CENTER
 AB0213'LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A WITNESS POST,
 AB0213'10.6 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS
 AB0213'POST, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AB0213'POST, STAMPED LOS FRESNOS NO 1 1947.
 AB0213'
 AB0213'LOS FRESNOS AZIMUTH IS BENCH MARK P 25 (C. CO.), IT IS 0.2
 AB0213'MILE WEST OF TRIANGULATION STATION LOS FRESNOS 1947, 15
 AB0213'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 100, A CAMERON
 AB0213'COUNTY DISK SET IN THE TOP OF THE NORTH HEADWALL OF A 2 X 3 FOOT
 AB0213'CONCRETE CULVERT.
 AB0213'
 AB0213'LOS FRESNOS R.M. 2 IS BENCH MARK M 678.  IT IS 63.0 FEET
 AB0213'SOUTHEAST OF TRIANGULATION STATION LOS FRESNOS 1947, 175
 AB0213'FEET SOUTHWEST OF THE CENTER OF THE ROAD JUNCTION, 93 FEET
 AB0213'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTHEAST
 AB0213'OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST OF A FENCE,
 AB0213'3 FEET NORTHEAST OF A WITNESS POST, A BENCH MARK DISK SET
 AB0213'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AB0213'THE GROUND, STAMPED M 678 1942.
 AB0213
 AB0213                          STATION RECOVERY (1951)
 AB0213
 AB0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0213'5.8 MI E FROM LOS FRESNOS.
 AB0213'5.8 MILES EAST ALONG STATE HIGHWAY 100 FROM ITS INTERSECTION WITH
 AB0213'PAREDES ROAD AT LOS FRESNOS, AT A JUNCTION WITH THE BROWNSVILLE AND
 AB0213'PORT ISABEL ROAD, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AB0213'34 FEET NORTHWEST OF THE CENTER LINE OF THE BROWNSVILLE AND PORT
 AB0213'ISABEL ROAD, 225 FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION,
 AB0213'1.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AB0213'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AB0213
 AB0213                          STATION RECOVERY (1981)
 AB0213
 AB0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0213'NOT RECOVERED, ROAD WAS WIDEN, CONSIDERED DESTROYED BY ROAD
 AB0213'CONSTRUCTION.
 AB0213
 AB0213                          STATION RECOVERY (1987)
 AB0213
 AB0213'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0213'MARK NOT FOUND.
 AB0213
 AB0213                          STATION RECOVERY (1991)
 AB0213
 AB0213'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0213'RECOVERED IN GOOD CONDITION.
 AB0213
 AB0213                          STATION RECOVERY (1991)
 AB0213
 AB0213'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0213'MARK NOT FOUND.
 AB0213
 AB0213                          STATION RECOVERY (1991)
 AB0213
 AB0213'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0213'MARK NOT FOUND.
 AB0213
 AB0213                          STATION RECOVERY (1993)
 AB0213
 AB0213'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0214 ***********************************************************************
 AB0214  DESIGNATION -  LOS FRESNOS RM 1
 AB0214  PID         -  AB0214
 AB0214  STATE/COUNTY-  TX/CAMERON
 AB0214  USGS QUAD   -  LOS FRESNOS (1983)
 AB0214
 AB0214                         *CURRENT SURVEY CONTROL
 AB0214  ___________________________________________________________________
 AB0214* NAD 83(1986)-  26 03 54.     (N)    097 22 58.     (W)     SCALED    
 AB0214* NAVD 88     -         3.176  (meters)      10.42   (feet)  ADJUSTED  
 AB0214  ___________________________________________________________________
 AB0214  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AB0214  DYNAMIC HT  -           3.171 (meters)      10.40  (feet)  COMP
 AB0214  MODELED GRAV-     979,051.8   (mgal)                       NAVD 88
 AB0214
 AB0214  VERT ORDER  -  FIRST     CLASS II
 AB0214
 AB0214.The horizontal coordinates were scaled from a topographic map and have
 AB0214.an estimated accuracy of +/- 6 seconds.
 AB0214
 AB0214.The orthometric height was determined by differential leveling
 AB0214.and adjusted by the National Geodetic Survey in June 1991..
 AB0214
 AB0214.The geoid height was determined by GEOID03.
 AB0214
 AB0214.The dynamic height is computed by dividing the NAVD 88
 AB0214.geopotential number by the normal gravity value computed on the
 AB0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0214.degrees latitude (g = 980.6199 gals.).
 AB0214
 AB0214.The modeled gravity was interpolated from observed gravity values.
 AB0214
 AB0214;                    North         East    Units  Estimated Accuracy
 AB0214;SPC TX S     - 5,044,630.      411,790.      MT  (+/- 180 meters Scaled)
 AB0214
 AB0214                          SUPERSEDED SURVEY CONTROL
 AB0214
 AB0214  NGVD 29 (??/??/92)    3.29   (m)           10.8    (f) COMPUTED    1 2
 AB0214
 AB0214.Superseded values are not recommended for survey control.
 AB0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0214.See file dsdata.txt to determine how the superseded data were derived.
 AB0214
 AB0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP617838(NAD 83)
 AB0214_MARKER: DR = REFERENCE MARK DISK
 AB0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0214_STAMPING: LOS FRESNOS NO 1 1947
 AB0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0214+STABILITY: SURFACE MOTION
 AB0214
 AB0214  HISTORY     - Date     Condition        Report By
 AB0214  HISTORY     - 1947     MONUMENTED       CGS
 AB0214  HISTORY     - 1951     GOOD             NGS
 AB0214  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0214  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0214  HISTORY     - 19910327 MARK NOT FOUND   USPSQD
 AB0214  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0214
 AB0214                          STATION DESCRIPTION
 AB0214
 AB0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0214'5.8 MI E FROM LOS FRESNOS.
 AB0214'5.8 MILES EAST ALONG STATE HIGHWAY 100 FROM ITS INTERSECTION WITH
 AB0214'PAREDES ROAD AT LOS FRESNOS, AT A JUNCTION WITH THE BROWNSVILLE AND
 AB0214'PORT ISABEL ROAD, 111.2 FEET NORTHWEST OF TRIANGULATION STATION LOS
 AB0214'FRESNOS 1947, 49 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.0
 AB0214'FEET NORTHEAST OF A TELEPHONE POLE, 10.6 FEET SOUTHEAST OF A FENCE, 2
 AB0214'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
 AB0214
 AB0214                          STATION RECOVERY (1981)
 AB0214
 AB0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0214'NOT RECOVERED, ROAD WIDENED, CONSIDERED DESTROYED BY CONSTRUCTION.
 AB0214
 AB0214                          STATION RECOVERY (1987)
 AB0214
 AB0214'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0214'MARK NOT FOUND.
 AB0214
 AB0214                          STATION RECOVERY (1991)
 AB0214
 AB0214'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0214'MARK NOT FOUND.
 AB0214
 AB0214                          STATION RECOVERY (1993)
 AB0214
 AB0214'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1516 ***********************************************************************
 AH1516  DESIGNATION -  LOS INDIOS WINDMILL
 AH1516  PID         -  AH1516
 AH1516  STATE/COUNTY-  TX/KENEDY
 AH1516  USGS QUAD   -  LA PARRA RANCH SE (1975)
 AH1516
 AH1516                         *CURRENT SURVEY CONTROL
 AH1516  ___________________________________________________________________
 AH1516* NAD 83(1993)-  27 01 44.71787(N)    097 37 02.40957(W)     ADJUSTED  
 AH1516* NAVD 88     -                                                        
 AH1516  ___________________________________________________________________
 AH1516  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AH1516  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AH1516
 AH1516  HORZ ORDER  -  THIRD
 AH1516
 AH1516.The horizontal coordinates were established by classical geodetic methods
 AH1516.and adjusted by the National Geodetic Survey in February 1996..
 AH1516
 AH1516
 AH1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1516
 AH1516.The geoid height was determined by GEOID03.
 AH1516
 AH1516;                    North         East     Units Scale Factor Converg.
 AH1516;SPC TX S     - 5,151,250.932   387,576.248   MT  0.99989491   +0 24 02.6
 AH1516;SPC TX S     -16,900,395.77  1,271,573.07   sFT  0.99989491   +0 24 02.6
 AH1516;UTM  14      - 2,990,409.199   637,153.825   MT  0.99983222   +0 37 42.4
 AH1516
 AH1516                          SUPERSEDED SURVEY CONTROL
 AH1516
 AH1516  NAD 83(1986)-  27 01 44.73280(N)    097 37 02.38231(W) AD(       ) 4
 AH1516  NAD 27      -  27 01 43.55200(N)    097 37 01.41400(W) AD(       ) 3
 AH1516
 AH1516.Superseded values are not recommended for survey control.
 AH1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1516.See file dsdata.txt to determine how the superseded data were derived.
 AH1516
 AH1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3715490409(NAD 83)
 AH1516_MARKER: 66 = WINDMILL
 AH1516
 AH1516  HISTORY     - Date     Condition        Report By
 AH1516  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1516
 AH1516                          STATION DESCRIPTION
 AH1516
 AH1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1516'LOCATED AT THE LOS INDIOS RANCH, 11 MILES ENE, OF TURCOTTE
 AH1516'AND 17 MILES SE. OF SARITA, ON THE KENEDY RANCH.
 AH1516'
 AH1516'TO REACH FROM TURCOTTE, GO N. ON U.S. HIGHWAY 77 2.2 MILES
 AH1516'TO A SURFACED ROAD E., TURN ONTO ROAD AND PASS THROUGH GATE
 AH1516'IN RIGHT OF WAY FENCE (OBTAIN KEYS AND PERMISSION FROM RANCH
 AH1516'OFFICIALS IN SARITA) AND GO E. 9.3 MILES TO METAL GATE, PASS
 AH1516'THROUGH AND GO 0.05 MILE TO INTERSECTION AND BUILDINGS LEFT,
 AH1516'CONTINUE E. ONTO TRACK ROAD S. OF E-W FENCE FOR 0.25 MILE
 AH1516'TO FENCE CORNER, TURN LEFT AND GO E. 3.95 MILES TO DIM REVERSE
 AH1516'FORK LEFT ALONG W. SIDE OF OAK THICKET.  THIS FORK IS 0.1
 AH1516'MILE E. OF A SAND BLOWOUT IN E-W ROAD.  TURN LEFT ONTO DIM
 AH1516'TRACK ROAD 1.1 MILES TO BUILDINGS APPROXIMATELY 0.1 MILE
 AH1516'TO LEFT, AND STATION SITE.
 AH1516'
 AH1516'STATION IS THE CENTER OF A STEEL TOWER WINDMILL, 35 FEET
 AH1516'HIGH.  IT IS 20.7 FEET W. OF A FENCE AND 57.2 FEET NE OF THE
 AH1516'NE CORNER OF AN ABANDONED BUNKHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0501 ***********************************************************************
 AH0501  DESIGNATION -  LOS OLMOS
 AH0501  PID         -  AH0501
 AH0501  STATE/COUNTY-  TX/KENEDY
 AH0501  USGS QUAD   -  SARITA (1979)
 AH0501
 AH0501                         *CURRENT SURVEY CONTROL
 AH0501  ___________________________________________________________________
 AH0501* NAD 83(1993)-  27 13 21.79123(N)    097 47 21.13512(W)     ADJUSTED  
 AH0501* NAVD 88     -        10.154  (meters)      33.31   (feet)  POSTED    
 AH0501  ___________________________________________________________________
 AH0501  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AH0501  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH0501  DYNAMIC HT  -          10.140 (meters)      33.27  (feet)  COMP
 AH0501  MODELED GRAV-     979,091.6   (mgal)                       NAVD 88
 AH0501
 AH0501  HORZ ORDER  -  THIRD
 AH0501  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AH0501
 AH0501.The horizontal coordinates were established by classical geodetic methods
 AH0501.and adjusted by the National Geodetic Survey in February 1996..
 AH0501
 AH0501.The orthometric height was determined by differential leveling
 AH0501.and adjusted by the National Geodetic Survey in 1992..
 AH0501.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AH0501.rate greater than 8.0 mm/km.
 AH0501
 AH0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0501
 AH0501.The geoid height was determined by GEOID03.
 AH0501
 AH0501.The dynamic height is computed by dividing the NAVD 88
 AH0501.geopotential number by the normal gravity value computed on the
 AH0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0501.degrees latitude (g = 980.6199 gals.).
 AH0501
 AH0501.The modeled gravity was interpolated from observed gravity values.
 AH0501
 AH0501;                    North         East     Units Scale Factor Converg.
 AH0501;SPC TX S     - 5,172,596.174   370,403.182   MT  0.99990224   +0 19 21.7
 AH0501;SPC TX S     -16,970,425.95  1,215,231.11   sFT  0.99990224   +0 19 21.7
 AH0501;UTM  14      - 3,011,683.478   619,896.989   MT  0.99977745   +0 33 14.2
 AH0501
 AH0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0501!SPC TX S     -   1.00000238  x   0.99990224  =   0.99990462
 AH0501!UTM  14      -   1.00000238  x   0.99977745  =   0.99977983
 AH0501
 AH0501|---------------------------------------------------------------------|
 AH0501| PID    Reference Object                     Distance      Geod. Az  |
 AH0501|                                                           dddmmss.s |
 AH0501| AH0607 W 636                                              09706     |
 AH0501| AH0500 LOS OLMOS RM 1                       22.030 METERS 17719     |
 AH0501| AH1081 LOS OLMOS 2 RM 4                    436.823 METERS 1863413.4 |
 AH0501| AH0503 LOS OLMOS 2                          29.386 METERS 25609     |
 AH0501| AH0502 LOS OLMOS RM 2                       28.358 METERS 27708     |
 AH0501|---------------------------------------------------------------------|
 AH0501
 AH0501                          SUPERSEDED SURVEY CONTROL
 AH0501
 AH0501  NAD 83(1986)-  27 13 21.85729(N)    097 47 21.13131(W) AD(       ) 3
 AH0501  NAD 27      -  27 13 20.69300(N)    097 47 20.14800(W) AD(       ) 3
 AH0501  NGVD 29 (??/??/92)   10.268  (m)           33.69   (f) ADJ UNCH    1 2
 AH0501
 AH0501.Superseded values are not recommended for survey control.
 AH0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0501.See file dsdata.txt to determine how the superseded data were derived.
 AH0501
 AH0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1989711683(NAD 83)
 AH0501_MARKER: DS = TRIANGULATION STATION DISK
 AH0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0501_STAMPING: LOS OLMOS 1949
 AH0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0501+STABILITY: SURFACE MOTION
 AH0501
 AH0501  HISTORY     - Date     Condition        Report By
 AH0501  HISTORY     - 1950     MONUMENTED       CGS
 AH0501  HISTORY     - 1950     GOOD             CGS
 AH0501  HISTORY     - 1951     GOOD             CGS
 AH0501  HISTORY     - 1951     GOOD             HOCO
 AH0501  HISTORY     - 1951     GOOD             NGS
 AH0501  HISTORY     - 1963     MARK NOT FOUND   NGS
 AH0501  HISTORY     - 1967     GOOD             CGS
 AH0501  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AH0501  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0501  HISTORY     - 1988     GOOD             USPSQD
 AH0501  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AH0501
 AH0501                          STATION DESCRIPTION
 AH0501
 AH0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH0501'THE STATION IS LOCATED ABOUT 0.2 MILE EAST OF SARITA ON THE
 AH0501'EAST RIGHT-OF-WAY OF U.S. HIGHWAY NO 77.  IT IS 42 FEET EAST
 AH0501'OF THE CENTER OF U.S. HIGHWAY 77, 7 FEET WEST OF FENCE LINE
 AH0501'AND WITNESS POST.  IT IS STAMPED LOS OLMOS 1949 AND SET 10
 AH0501'INCHES BELOW THE GROUND SURFACE.
 AH0501'
 AH0501'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 50 FEET EAST
 AH0501'OF THE CENTER OF U.S. HIGHWAY NO 77 AND 6 INCHES WEST OF
 AH0501'NORTH-SOUTH FENCE LINE.  IT IS STAMPED LOS OLMOS NO 1 1949
 AH0501'AND PROJECTS 2 INCHES.
 AH0501'
 AH0501'REFERENCE MARK NO 2 IS WEST OF THE STATION, 50 FEET WEST
 AH0501'OF THE CENTER OF U.S. HIGHWAY NO 77 AND 6 INCHES EAST OF
 AH0501'NORTH-SOUTH FENCE LINE.  IT IS STAMPED LOS OLMOS NO 2 1949
 AH0501'AND PROJECTS 2 INCHES.
 AH0501'
 AH0501'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 AH0501'NO 2 IS 127.14 FEET.
 AH0501'
 AH0501'BENCH MARK W 636 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 AH0501'1.1 MILES EAST OF THE STATION, 25 FEET SOUTH OF THE CENTER
 AH0501'OF EAST-WEST GRADED ROAD, 2-1/2 FEET EAST OF WITNESS POST
 AH0501'AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS SET IN A
 AH0501'6 BY 6 INCH CONCRETE POST PROJECTING 4 INCHES AND STAMPED
 AH0501'W 636 1942.
 AH0501'
 AH0501'TO REACH THE STATION FROM THE GENERAL STORE AND POST OFFICE
 AH0501'IN SARITA, GO EAST FOR 0.15 MILE TO U.S. HIGHWAY NO 77,
 AH0501'(CONTINUE STRAIGHT AHEAD EAST ON GRADED DIRT ROAD FOR 1.1
 AH0501'MILES TO BENCH MARK W 636 ON THE SOUTH SIDE AS DESCRIBED),
 AH0501'TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE STATION ON THE
 AH0501'EAST SIDE AS DESCRIBED.
 AH0501'
 AH0501'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AH0501
 AH0501                          STATION RECOVERY (1950)
 AH0501
 AH0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH0501'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN
 AH0501'GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY R.L. ENGDAHL IS
 AH0501'ADEQUATE AND COMPLETE.
 AH0501
 AH0501                          STATION RECOVERY (1951)
 AH0501
 AH0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0501'0.2 MILE EAST ALONG AN OILED ROAD FROM THE ST. LOUIS, BROWNSVILLE
 AH0501'AND MEXICO RAILROAD STATION AT SARITA, THENCE 0.05 MILE NORTH
 AH0501'ALONG U.S. HIGHWAY 77, 42 FEET EAST OF THE CENTER LINE OF
 AH0501'THE HIGHWAY, 8 FEET WEST OF A FENCE, 7.6 FEET WEST OF A
 AH0501'WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP
 AH0501'OF A CONCRETE POST WHICH IS 1.0 FOOT BELOW THE TOP OF THE
 AH0501'GROUND, STAMPED LOS OLMOS 1949.
 AH0501'
 AH0501'LOS OLMOS R.M. 1 IS 72.3 FEET EAST OF TRIANGULATION STATION
 AH0501'LOS OLMOS 1949, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AH0501'0.6 FOOT WEST OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 AH0501'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 AH0501'STAMPED LOS OLMOS NO 1 1949.
 AH0501'
 AH0501'LOS OLMOS R.M. 2 IS 93.0 FEET WEST OF AND ACROSS THE HIGHWAY
 AH0501'FROM TRIANGULATION STATION LOS OLMOS 1949, 50 FEET WEST OF
 AH0501'THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT EAST OF A FENCE,
 AH0501'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AH0501'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED LOS OLMOS NO 2
 AH0501'1949.
 AH0501'
 AH0501'BENCH MARK W 636 IS THE AZIMUTH MARK FOR THIS STATION.  IT IS
 AH0501'1.1 MILES EAST OF TRIANGULATION STATION LOS OLMOS 1949, 1.2
 AH0501'MILES EAST OF SARITA, A BENCH MARK DISK STAMPED W 636 1942,
 AH0501'0.1 MILE EAST OF A SMALL CULVERT, 30 FEET SOUTH OF THE CENTER
 AH0501'LINE OF THE ROAD, 3 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH
 AH0501'OF A FENCE, 3 FEET EAST OF A WITNESS POST, A BENCH MARK DISK
 AH0501'SET IN THE TOP OF A CONCRETE POST WHICH WHICH PROJECTS 0.5
 AH0501'FOOT ABOVE THE GROUND, STAMPED W 636 1942.
 AH0501
 AH0501                          STATION RECOVERY (1951)
 AH0501
 AH0501'RECOVERY NOTE BY HONOLULU OIL COMPANY 1951
 AH0501'DESCRIPTION GOOD.  AZIMUTH MARK NOT VISIBLE FROM GROUND
 AH0501'AT STATION.
 AH0501
 AH0501                          STATION RECOVERY (1951)
 AH0501
 AH0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0501'0.25 MI NE FROM SARITA.
 AH0501'0.2 MILE EAST ALONG AN OILED ROAD FROM THE ST. LOUIS, BROWNSVILLE AND
 AH0501'MEXICO RAILROAD STATION AT SARITA, THENCE 0.05 MILE NORTH ALONG U.S.
 AH0501'HIGHWAY 77, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 AH0501'WEST OF A FENCE, 7.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AH0501'CONCRETE POST WHICH IS 1.0 FOOT BELOW THE TOP OF THE GROUND. NOTE--
 AH0501'NOW THE SOUTHERN PACIFIC LINES.
 AH0501
 AH0501                          STATION RECOVERY (1963)
 AH0501
 AH0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AH0501'MARK NOT FOUND.
 AH0501
 AH0501                          STATION RECOVERY (1967)
 AH0501
 AH0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH0501'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 AH0501'REFERENCE MARK 1 COULD NOT BE FOUND.
 AH0501'
 AH0501'THE RECOVERY NOTE BY DARLING IN 1951 IS COMPLETE AND ADEQUATE.
 AH0501
 AH0501                          STATION RECOVERY (1974)
 AH0501
 AH0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH0501'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK (BM
 AH0501'W 636), WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 AH0501'MARK BM W 636 IS NOT VG FROM THE STATION DUE TO TREES ON LINE OF
 AH0501'SIGHT.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE
 AH0501'CHECKED.
 AH0501'
 AH0501'THE STATION MARK AND REFERENCE MARK NO. 1 WILL BE DESTROYED BY ROAD
 AH0501'CONSTRUCTION IN THE FUTURE.  LOS OLMOS 2 WAS ESTABLISHED ON THE
 AH0501'WEST SIDE OF THE HIGHWAY AND OUT OF THE CONSTRUCTION AREA.
 AH0501'
 AH0501'POLARIS WAS OBSERVED AT THIS TIME TO ESTABLISH REFERENCE MARK
 AH0501'NO.4.
 AH0501'
 AH0501'SEE DESCRIPTION FOR LOS OLMOS 2 1974.
 AH0501'
 AH0501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SARITA EAST EDGE OF
 AH0501'TOWN.
 AH0501
 AH0501                          STATION RECOVERY (1981)
 AH0501
 AH0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0501'PRESUMED DESTROYED BY HIGHWAY EQUIPMENT, DISK NOT RECOVERED, NOTE,
 AH0501'LOS OLMOS 2 WAS SET IN 1974.
 AH0501
 AH0501                          STATION RECOVERY (1988)
 AH0501
 AH0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0501'RECOVERED IN GOOD CONDITION.
 AH0501
 AH0501                          STATION RECOVERY (2004)
 AH0501
 AH0501'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0503 ***********************************************************************
 AH0503  FBN         -  This is a Federal Base Network Control Station.
 AH0503  DESIGNATION -  LOS OLMOS 2
 AH0503  PID         -  AH0503
 AH0503  STATE/COUNTY-  TX/KENEDY
 AH0503  USGS QUAD   -  SARITA (1979)
 AH0503
 AH0503                         *CURRENT SURVEY CONTROL
 AH0503  ___________________________________________________________________
 AH0503* NAD 83(1993)-  27 13 21.56279(N)    097 47 22.17204(W)     ADJUSTED  
 AH0503* NAVD 88     -        10.680  (meters)      35.04   (feet)  ADJUSTED  
 AH0503  ___________________________________________________________________
 AH0503  X           -    -769,240.107 (meters)                     COMP
 AH0503  Y           -  -5,623,259.322 (meters)                     COMP
 AH0503  Z           -   2,900,169.529 (meters)                     COMP
 AH0503  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AH0503  ELLIP HEIGHT-         -14.63  (meters)          (05/01/00) GPS OBS
 AH0503  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH0503  DYNAMIC HT  -          10.663 (meters)      34.98  (feet)  COMP
 AH0503  MODELED GRAV-     979,091.6   (mgal)                       NAVD 88
 AH0503
 AH0503  HORZ ORDER  -  B
 AH0503  VERT ORDER  -  FIRST     CLASS II
 AH0503  ELLP ORDER  -  THIRD     CLASS I
 AH0503
 AH0503.The horizontal coordinates were established by GPS observations
 AH0503.and adjusted by the National Geodetic Survey in May 1994..
 AH0503
 AH0503.The orthometric height was determined by differential leveling
 AH0503.and adjusted by the National Geodetic Survey in June 1991..
 AH0503
 AH0503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH0503
 AH0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0503
 AH0503.The ellipsoidal height was determined by GPS observations
 AH0503.and is referenced to NAD 83.
 AH0503
 AH0503.The geoid height was determined by GEOID03.
 AH0503
 AH0503.The dynamic height is computed by dividing the NAVD 88
 AH0503.geopotential number by the normal gravity value computed on the
 AH0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0503.degrees latitude (g = 980.6199 gals.).
 AH0503
 AH0503.The modeled gravity was interpolated from observed gravity values.
 AH0503
 AH0503;                    North         East     Units Scale Factor Converg.
 AH0503;SPC TX S     - 5,172,588.983   370,374.693   MT  0.99990224   +0 19 21.3
 AH0503;SPC TX S     -16,970,402.36  1,215,137.64   sFT  0.99990224   +0 19 21.3
 AH0503;UTM  14      - 3,011,676.173   619,868.532   MT  0.99977737   +0 33 13.7
 AH0503
 AH0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0503!SPC TX S     -   1.00000230  x   0.99990224  =   0.99990454
 AH0503!UTM  14      -   1.00000230  x   0.99977737  =   0.99977967
 AH0503
 AH0503|---------------------------------------------------------------------|
 AH0503| PID    Reference Object                     Distance      Geod. Az  |
 AH0503|                                                           dddmmss.s |
 AH0503| AH0501 LOS OLMOS                            29.386 METERS 07609     |
 AH0503| AH1081 LOS OLMOS 2 RM 4                    427.462 METERS 1825234.6 |
 AH0503| AH0504 LOS OLMOS 2 RM 3                     13.382 METERS 18448     |
 AH0503| AH1529 SARITA NEW MUNICIPAL TANK           APPROX. 0.5 KM 3163411.3 |
 AH0503|---------------------------------------------------------------------|
 AH0503
 AH0503                          SUPERSEDED SURVEY CONTROL
 AH0503
 AH0503  ELLIP H (05/09/94)  -14.50   (m)                       GP(       ) 4 2
 AH0503  NAD 83(1986)-  27 13 21.62888(N)    097 47 22.16814(W) AD(       ) 3
 AH0503  NAD 27      -  27 13 20.40536(N)    097 47 21.16614(W) AD(       ) 3
 AH0503  NAVD 88 (05/09/94)   10.68   (m)           35.0    (f) LEVELING    3  
 AH0503  NGVD 29 (07/19/86)   10.80   (m)           35.4    (f) LEVELING    3  
 AH0503
 AH0503.Superseded values are not recommended for survey control.
 AH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0503.See file dsdata.txt to determine how the superseded data were derived.
 AH0503
 AH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1986911676(NAD 83)
 AH0503_MARKER: DH = HORIZONTAL CONTROL DISK
 AH0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0503_SP_SET: CONCRETE POST
 AH0503_STAMPING: LOS OLMOS 2 1974
 AH0503_MARK LOGO: NGS   
 AH0503_PROJECTION: FLUSH
 AH0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0503+STABILITY: SURFACE MOTION
 AH0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0503+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0503
 AH0503  HISTORY     - Date     Condition        Report By
 AH0503  HISTORY     - 1974     MONUMENTED       NGS
 AH0503  HISTORY     - 1974     GOOD             NGS
 AH0503  HISTORY     - 1974     GOOD             NGS
 AH0503  HISTORY     - 1981     GOOD             NGS
 AH0503  HISTORY     - 1985     GOOD             AEROS
 AH0503  HISTORY     - 19901007 GOOD             USPSQD
 AH0503  HISTORY     - 19930316 GOOD             TXHD
 AH0503  HISTORY     - 19980224 GOOD             NGS
 AH0503  HISTORY     - 20040204 GOOD             USPSQD
 AH0503
 AH0503                          STATION DESCRIPTION
 AH0503
 AH0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH0503'THE STATION IS LOCATED ABOUT 0.2 MILE EAST OF THE SMALL SETTLEMENT
 AH0503'OF SARITA AND ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 AH0503'
 AH0503'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN
 AH0503'SURFACE ROAD FOR 0.15 MILE TO CAUTION LIGHT AT THE INTERSECTION OF
 AH0503'U.S. HIGHWAY 77 AND STATION ON THE LEFT.
 AH0503'
 AH0503'STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 AH0503'POST, THAT IS ABOUT 6-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 AH0503'STAMPED LOS OLMOS 2 1974.  IT IS 345 FEET FROM THE CENTER-LINE OF
 AH0503'THE SURFACE ROAD LEADING WEST TO SARITA, 118 FEET NORTH OF A 2X2
 AH0503'FOOT SQUARE CONCRETE BASE OF THE TEXAS HIGHWAY DEPARTMENT BLINKER
 AH0503'CONTROL LIGHT SWITCH, 112 FEET NORTH OF A HI-LINE POLE, 86 FEET
 AH0503'SOUTH OF THE NORTHEAST CORNER OF THE SCHOOL-YARD FENCE, 50 FEET
 AH0503'WEST OF THE CENTER OF U.S. HWY. 77 AND 3 FEET EAST OF
 AH0503'FENCE-LINE AND METAL WITNESS POST.
 AH0503'
 AH0503'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AH0503'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED LOS
 AH0503'OLMOS NO 2 1949.  (NOTE--THE ARROW ON THE MARK IS POINTED EASTERLY
 AH0503'TO-WARDS LOS OLMOS 1949) IT IS 390 FEET NORTH OF THE CENTER-LINE
 AH0503'OF SURFACE ROAD LEADING WEST TO SARITA, 52 FEET SOUTH OF THE
 AH0503'NORTHEAST CORNER OF SCHOOL-YARD FENCE, 50 FEET WEST OF THE
 AH0503'CENTERLINE OF U.S.  HWY. 77 AND 2.4 FEET EAST OF FENCE-LINE.
 AH0503'
 AH0503'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AH0503'CONCRETE POST, THAT IS ABOUT 2-INCHES BELOW THE SURFACE OF THE
 AH0503'GROUND AND IS STAMPED LOS OLMOS 2 NO 3 1974.  IT IS 300 FEET NORTH
 AH0503'OF THE CENTER-LINE OF SURFACE ROAD LEADING WEST TO SARITA, 72
 AH0503'FEET NORTH OF A 2X2 FOOT SQAURE CONCRETE BASE OF TEXAS HIGHWAY
 AH0503'DEPARTMENT CONTROL LIGHT SWITCH, 66 FEET NORTH OF A HI-LINE
 AH0503'POLE, 50 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77 AND 1.6 FEET
 AH0503'EAST OF THE FENCE-LINE.
 AH0503'
 AH0503'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AH0503'CONCRETE POST THAT PROJECTS 8-INCHES AND IS STAMPED LOS OLMOS 2
 AH0503'NO 4 1974.  IT IS 48 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77,
 AH0503'4 FEET EAST OF THE FENCE-LINE, 3 FEET EAST OF A 12-INCH BRACED
 AH0503'FENCE-POST AND 2 FEET SOUTH OF A METAL WITNESS POST.
 AH0503'
 AH0503'TO REACH REFERENCE MARK NO. 4 FROM THE STATION, GO SOUTH ON U.S.
 AH0503'HWY. 77 FOR 0.25 MILE TO MARK ON THE RIGHT.
 AH0503'
 AH0503'NEAREST TOWN--SARITA.
 AH0503
 AH0503                          STATION RECOVERY (1974)
 AH0503
 AH0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH0503'THE STATION IS LOCATED ABOUT 0.2 MILE EAST OF THE SMALL SETTLEMENT OF
 AH0503'SARITA AND ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 AH0503'
 AH0503'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN
 AH0503'SURFACE ROAD FOR 0.15 MILE TO CAUTION LIGHT AT THE INTERSECTION OF
 AH0503'U.S. HIGHWAY 77 AND STATION ON THE LEFT.
 AH0503'
 AH0503'STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 AH0503'THAT IS ABOUT 6-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 AH0503'STAMPED LOS OLMOS 2 1974.  IT IS 345 FEET FROM THE CENTER-LINE OF
 AH0503'THE SURFACE ROAD LEADING WEST TO SARITA, 118 FEET NORTH OF A 2X2
 AH0503'FOOT SQUARE CONCRETE BASE OF THE TEXAS HIGHWAY DEPARTMENT
 AH0503'BLINKER CONTROL LIGHT SWITCH, 112 FEET NORTH OF A HI-LINE POLE, 86
 AH0503'FEET SOUTH OF THE NORTHEAST CORNER OF THE SCHOOL-YARD FENCE, 50
 AH0503'FEET WEST OF THE CENTER OF U.S. HWY. 77 AND 3 FEET EAST OF
 AH0503'FENCE-LINE AND METAL WITNESS POST.
 AH0503'
 AH0503'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AH0503'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED LOS
 AH0503'OLMOS NO 2 1949.  (NOTE--THE ARROW ON THE MARK IS POINTED EASTERLY
 AH0503'TO-WARDS LOS OLMOS 1949) IT IS 390 FEET NORTH OF THE CENTER-LINE
 AH0503'OF SURFACE ROAD LEADING WEST TO SARITA, 52 FEET SOUTH OF THE
 AH0503'NORTHEAST CORNER OF SCHOOL-YARD FENCE, 50 FEET WEST OF THE
 AH0503'CENTERLINE OF U.S.  HWY. 77 AND 2.4 FEET EAST OF FENCE-LINE.
 AH0503'
 AH0503'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AH0503'CONCRETE POST, THAT IS ABOUT 2-INCHES BELOW THE SURFACE OF THE
 AH0503'GROUND AND IS STAMPED LOS OLMOS 2 NO 3 1974.  IT IS 300 FEET NORTH
 AH0503'OF THE CENTER-LINE OF SURFACE ROAD LEADING WEST TO SARITA, 72 FEET
 AH0503'NORTH OF A 2X2 FOOT SQUARE CONCRETE BASE OF TEXAS HIGHWAY
 AH0503'DEPARTMENT CONTROL LIGHT SWITCH, 66 FEET NORTH OF A HI-LINE POLE,
 AH0503'50 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77 AND 1.6 FEET EAST
 AH0503'OF THE FENCE-LINE.
 AH0503'
 AH0503'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AH0503'CONCRETE POST THAT PROJECTS 8-INCHES AND IS STAMPED LOS OLMOS 2 NO
 AH0503'4 1974.  IT IS 48 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77,
 AH0503'4 FEET EAST OF THE FENCE-LINE, 3 FEET EAST OF A 12-INCH BRACED
 AH0503'FENCE-POST AND 2 FEET SOUTH OF A METAL WITNESS POST.
 AH0503'
 AH0503'TO REACH REFERENCE MARK NO. 4 FROM THE STATION, GO SOUTH ON U.S.
 AH0503'HWY. 77 FOR 0.25 MILE TO MARK ON THE RIGHT.
 AH0503'
 AH0503'NEAREST TOWN--SARITA.
 AH0503
 AH0503                          STATION RECOVERY (1974)
 AH0503
 AH0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AH0503'IN SARITA.
 AH0503'THE MARK IS LOCATED ON THE EAST EDGE OF THE SMALL SETTLEMENT OF SARITA
 AH0503'AND ON THE WEST RIGHT-OF-WAY OF U.S. HWY. 77. FROM THE POST OFFICE IN
 AH0503'SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15 MILE TO THE INTERSECTION
 AH0503'OF U.S. HWY. 77 AND MARK ON THE LEFT.  A STANDARD TRIANGULATION
 AH0503'STATION DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS ABOUT
 AH0503'6-INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED LOS OLMOS 2
 AH0503'1974.  IT IS 345 FEET NORTH OF THE MAIN SURFACE ROAD LEADING WEST OF
 AH0503'SARITA, 118 FEET NORTH OF A 2X2 FOOT SQUARE CONCRETE BASE OF TEXAS
 AH0503'HWY. DEPT. BLINKER CONTROL LIGHT SWITCH, 112 FEET NORTH OF A HI-LINE
 AH0503'POLE, 86 FEET SOUTH OF THE NORTHEAST CORNER OF SCHOOL-YARD FENCE, 50
 AH0503'FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77 AND 3 FEET EAST OF
 AH0503'FENCE-LINE AND METAL WITNESS POST.  ELEVATION TRANSFERRED TO THIS MARK
 AH0503'FROM LOS OLMOS NO 2 1949.
 AH0503
 AH0503                          STATION RECOVERY (1981)
 AH0503
 AH0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0503'DESCRIPTION IS ADEQUATE, EXCEPT NOTE--0.24 KM (0.15 MI) EAST ALONG
 AH0503'A PAVED ROAD FROM THE POST OFFICE IN SARITA.
 AH0503
 AH0503                          STATION RECOVERY (1985)
 AH0503
 AH0503'RECOVERY NOTE BY AERO SERVICE CORPORATION 1985 (JKP)
 AH0503'LOS OLMOS 2 1974 STATION AND REF. MARKS 2 AND 3 FOUND AS DESCRIBED,
 AH0503'IN GOOD CONDITION.  STATION IS 335 FEET N. OF CENTERLINE MAIN ST. IN
 AH0503'SARITA.
 AH0503'
 AH0503'34.4 FEET N. OF RM 3.
 AH0503'
 AH0503'42.9 FEET S. OF RM 2 1949.
 AH0503'
 AH0503'3 FEET EAST OF WEST R.O.W. FENCE OF HWY. 77, SAID FENCE ALSO BEING
 AH0503'THE PERIMETER OF A SCHOOL YARD.
 AH0503
 AH0503                          STATION RECOVERY (1990)
 AH0503
 AH0503'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AH0503'RECOVERED IN GOOD CONDITION.
 AH0503
 AH0503                          STATION RECOVERY (1993)
 AH0503
 AH0503'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1993
 AH0503'STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) SOUTH OF RIVIERA, 32.2 KM
 AH0503'(20.00 MI) SOUTH OF KINGSVILLE, AT SARITA, IN U.S. HIGHWAY 77
 AH0503'RIGHT-OF-WAY. OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 AH0503'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 285 IN
 AH0503'RIVIERA, GO SOUTH ON HIGHWAY 77 FOR 8.9 KM (5.55 MI) TO SARITA AND TO
 AH0503'THE STATION ON THE RIGHT.
 AH0503'STATION IS 9.4 M (30.8 FT) WEST OF THE CENTER OF SOUTH BOUND HIGHWAY
 AH0503'77 LANES, 8.8 M (28.9 FT) WEST OF THE EDGE OF PAVEMENT, 102.4 M
 AH0503'(336.0 FT) NORTH OF A PAVED ROAD, 0.9 M (3.0 FT) EAST OF A CHAIN LINK
 AH0503'FENCE AROUND THE SARITA SCHOOL, 0.9 M (3.0 FT) EAST OF A METAL
 AH0503'WITNESS POST AND RECESSED 9 CM IN THE GROUND.  RM2 IS NORTH OF
 AH0503'STATION LOS OLMOS 2, 9.1 M (29.9 FT) WEST OF THE EDGE OF PAVEMENT,
 AH0503'0.6 M (2.0 FT) EAST OF A CHAIN LINK FENCE, 0.6 M (2.0 FT) EAST OF A
 AH0503'METAL WITNESS POST AND SET FLUSH WITH THE GROUND.  RM3 IS SOUTH OF
 AH0503'STATION LOS OLMOS 2, 9.4 M (30.8 FT) WEST OF THE EDGE OF PAVEMENT,
 AH0503'0.3 M (1.0 FT) EAST OF A CHAIN LINK FENCE, 0.3 M (1.0 FT) EAST OF A
 AH0503'METAL WITNESS POST AND FLUSH WITH THE GROUND.
 AH0503
 AH0503                          STATION RECOVERY (1998)
 AH0503
 AH0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AH0503'STATION RECOVERED IN GOOD CONDITION.  STATIONS LOS OLMOS, RM 2, RM 3,
 AH0503'RM 4 ALSO RECOVERED.  CONCRETE POST FOR RM 1 FOUND WITH DISK GONE AND
 AH0503'PRESUMED DESTROYED.  THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI)
 AH0503'SOUTH OF RIVIERA AT SARITA, IN U.S. HIGHWAY 77 RIGHT OF WAY.
 AH0503'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION, 11TH AND BRAZOS, AUSTIN
 AH0503'TX78701, PHONE 512-465-7337.  TO REACH THE STATION FROM THE JUNCTION
 AH0503'OF U.S. HIGHWAY 77 AND STATE HIGHWAY 285 IN RIVIERA, GO SOUTH ON U.S.
 AH0503'HIGHWAY 77 FOR 9.0 KM (5.60 MI) TO SARITA AND THE STATION ON RIGHT.
 AH0503'THE MARK IS A NGS HORIZONTAL CONTROL MARK DISK SET INTO A 30 CM (12
 AH0503'IN) ROUND CONCRETE POST.  THE MARK IS RECESSED 13 CM BELOW THE GROUND.
 AH0503'THE STATION IS LOCATED 105.4 M (345.8 FT) NORTH FROM THE CENTER OF LA
 AH0503'PARRA AVENUE, 36.3 M (119.1 FT) NORTH FROM THE NORTH FACE OF A 0.7 M
 AH0503'(2.3 FT) SQUARE CONCRETE FOUNDATION FOR A HIGHWAY SIGNAL BOX, 13.4 M
 AH0503'(44.0 FT) NORTH FROM STATION LOS OLMOS 2 RM 3, 26.5 M (86.9 FT) SOUTH
 AH0503'FROM A CHAIN LINK FENCE CORNER, 10.5 M (34.4 FT) SOUTH FROM STATION
 AH0503'LOS OLMOS RM 2, 29.4 M (96.5 FT) WEST-SOUTHWEST AND ACROSS THE ROAD
 AH0503'FROM STATION LOS OLMOS, 15.7 M (51.5 FT) WEST FROM THE CENTER OF THE
 AH0503'TRAVEL LANES FOR SOUTHBOUND U.S. HIGHWAY 77, 8.8 M (28.9 FT) WEST FROM
 AH0503'THE EDGE OF ASPHALT PAVEMENT, AND 0.9 M (3.0 FT) EAST FROM A
 AH0503'FIBERGLASS NGS WITNESS POST AT A FIVE FT CHAIN LINK PERIMETER FENCE
 AH0503'AROUND A SCHOOL.
 AH0503
 AH0503                          STATION RECOVERY (2004)
 AH0503
 AH0503'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0504 ***********************************************************************
 AH0504  DESIGNATION -  LOS OLMOS 2 RM 3
 AH0504  PID         -  AH0504
 AH0504  STATE/COUNTY-  TX/KENEDY
 AH0504  USGS QUAD   -  SARITA (1979)
 AH0504
 AH0504                         *CURRENT SURVEY CONTROL
 AH0504  ___________________________________________________________________
 AH0504* NAD 83(1986)-  27 13 22.     (N)    097 47 22.     (W)     SCALED    
 AH0504* NAVD 88     -        10.768  (meters)      35.33   (feet)  ADJUSTED  
 AH0504  ___________________________________________________________________
 AH0504  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AH0504  DYNAMIC HT  -          10.752 (meters)      35.28  (feet)  COMP
 AH0504  MODELED GRAV-     979,091.6   (mgal)                       NAVD 88
 AH0504
 AH0504  VERT ORDER  -  FIRST     CLASS II
 AH0504
 AH0504.The horizontal coordinates were scaled from a topographic map and have
 AH0504.an estimated accuracy of +/- 6 seconds.
 AH0504
 AH0504.The orthometric height was determined by differential leveling
 AH0504.and adjusted by the National Geodetic Survey in June 1991..
 AH0504
 AH0504.The geoid height was determined by GEOID03.
 AH0504
 AH0504.The dynamic height is computed by dividing the NAVD 88
 AH0504.geopotential number by the normal gravity value computed on the
 AH0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0504.degrees latitude (g = 980.6199 gals.).
 AH0504
 AH0504.The modeled gravity was interpolated from observed gravity values.
 AH0504
 AH0504;                    North         East    Units  Estimated Accuracy
 AH0504;SPC TX S     - 5,172,600.      370,380.      MT  (+/- 180 meters Scaled)
 AH0504
 AH0504                          SUPERSEDED SURVEY CONTROL
 AH0504
 AH0504.No superseded survey control is available for this station.
 AH0504
 AH0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR198116(NAD 83)
 AH0504_MARKER: DR = REFERENCE MARK DISK
 AH0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0504_SP_SET: CONCRETE BASE
 AH0504_STAMPING: LOS OLMOS 2 NO 3 1974
 AH0504_MARK LOGO: NGS   
 AH0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0504+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0504
 AH0504  HISTORY     - Date     Condition        Report By
 AH0504  HISTORY     - 1974     MONUMENTED       NGS
 AH0504  HISTORY     - 1981     GOOD             NGS
 AH0504  HISTORY     - 19901007 GOOD             USPSQD
 AH0504  HISTORY     - 20040204 GOOD             USPSQD
 AH0504
 AH0504                          STATION DESCRIPTION
 AH0504
 AH0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0504'IN SARITA.
 AH0504'THE MARK IS LOCATED ON THE EAST EDGE OF THE SMALL SETTLEMENT OF SARITA
 AH0504'AND ON THE WEST RIGHT-OF-WAY OF U.S. HWY. 77.  FROM THE POST OFFICE IN
 AH0504'SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15 MILE TO THE INTERSECTION
 AH0504'OF U.S. HWY. 77 AND MARK ON THE LEFT.  A STANDARD TRIANGULATION
 AH0504'REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS
 AH0504'ABOUT 2-INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED LOS
 AH0504'OLMOS 2 NO 3 1974.  IT IS 300 FEET NORTH OF THE MAIN SURFACE ROAD
 AH0504'LEADING WEST TO SARITA, 72 FEET NORTH OF A 2X2 FOOT SQUARE CONCRETE
 AH0504'BASE OF TEXAS HWY. DEPT. CONTROL LIGHT SWITCH, 66 FEET NORTH OF A
 AH0504'HI-LINE POLE, 50 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77 AND 1.6
 AH0504'FEET EAST OF THE FENCE-LINE.
 AH0504
 AH0504                          STATION RECOVERY (1981)
 AH0504
 AH0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0504'DESCRIPTION IS ADEQUATE, EXCEPT NOTE--0.24 KM (0.15 MI) EAST
 AH0504'ALONG A PAVED ROAD FROM THE POST OFFICE IN SARITA.
 AH0504
 AH0504                          STATION RECOVERY (1990)
 AH0504
 AH0504'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AH0504'RECOVERED IN GOOD CONDITION.
 AH0504
 AH0504                          STATION RECOVERY (2004)
 AH0504
 AH0504'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1081 ***********************************************************************
 AH1081  DESIGNATION -  LOS OLMOS 2 RM 4
 AH1081  PID         -  AH1081
 AH1081  STATE/COUNTY-  TX/KENEDY
 AH1081  USGS QUAD   -  SARITA (1979)
 AH1081
 AH1081                         *CURRENT SURVEY CONTROL
 AH1081  ___________________________________________________________________
 AH1081* NAD 83(1993)-  27 13 07.69252(N)    097 47 22.95154(W)     ADJUSTED  
 AH1081* NAVD 88     -        10.116  (meters)      33.19   (feet)  ADJUSTED  
 AH1081  ___________________________________________________________________
 AH1081  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AH1081  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH1081  DYNAMIC HT  -          10.100 (meters)      33.14  (feet)  COMP
 AH1081  MODELED GRAV-     979,091.5   (mgal)                       NAVD 88
 AH1081
 AH1081  HORZ ORDER  -  THIRD
 AH1081  VERT ORDER  -  FIRST     CLASS II
 AH1081
 AH1081.The horizontal coordinates were established by classical geodetic methods
 AH1081.and adjusted by the National Geodetic Survey in February 1996..
 AH1081.No horizontal observational check was made to the station.
 AH1081
 AH1081.The orthometric height was determined by differential leveling
 AH1081.and adjusted by the National Geodetic Survey in June 1991..
 AH1081
 AH1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1081
 AH1081.The geoid height was determined by GEOID03.
 AH1081
 AH1081.The dynamic height is computed by dividing the NAVD 88
 AH1081.geopotential number by the normal gravity value computed on the
 AH1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1081.degrees latitude (g = 980.6199 gals.).
 AH1081
 AH1081.The modeled gravity was interpolated from observed gravity values.
 AH1081
 AH1081;                    North         East     Units Scale Factor Converg.
 AH1081;SPC TX S     - 5,172,161.988   370,355.649   MT  0.99990198   +0 19 20.9
 AH1081;SPC TX S     -16,969,001.46  1,215,075.16   sFT  0.99990198   +0 19 20.9
 AH1081;UTM  14      - 3,011,249.157   619,851.214   MT  0.99977732   +0 33 13.1
 AH1081
 AH1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1081!SPC TX S     -   1.00000238  x   0.99990198  =   0.99990436
 AH1081!UTM  14      -   1.00000238  x   0.99977732  =   0.99977970
 AH1081
 AH1081:                Primary Azimuth Mark                     Grid Az
 AH1081:SPC TX S     -  LOS OLMOS 2                              002 33 13.3
 AH1081:UTM  14      -  LOS OLMOS 2                              002 19 21.1
 AH1081
 AH1081|---------------------------------------------------------------------|
 AH1081| PID    Reference Object                     Distance      Geod. Az  |
 AH1081|                                                           dddmmss.s |
 AH1081| AH0503 LOS OLMOS 2                         427.462 METERS 0025234.2 |
 AH1081| AH0501 LOS OLMOS                           436.823 METERS 0063412.5 |
 AH1081|---------------------------------------------------------------------|
 AH1081
 AH1081                          SUPERSEDED SURVEY CONTROL
 AH1081
 AH1081  NAD 83(1986)-  27 13 07.75859(N)    097 47 22.94762(W) AD(       ) 3
 AH1081  NAD 27      -  27 13 06.51846(N)    097 47 20.94449(W) AD(       ) 3
 AH1081  NGVD 29 (07/19/86)   10.2    (m)           33.     (f) VERT ANG       
 AH1081
 AH1081.Superseded values are not recommended for survey control.
 AH1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1081.See file dsdata.txt to determine how the superseded data were derived.
 AH1081
 AH1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1985111249(NAD 83)
 AH1081_MARKER: DR = REFERENCE MARK DISK
 AH1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1081_SP_SET: CONCRETE POST
 AH1081_STAMPING: LOS OLMOS 2 NO 4 1974
 AH1081_MARK LOGO: NGS   
 AH1081_PROJECTION: PROJECTING 5 CENTIMETERS
 AH1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1081+STABILITY: SURFACE MOTION
 AH1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1081+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AH1081
 AH1081  HISTORY     - Date     Condition        Report By
 AH1081  HISTORY     - 1974     MONUMENTED       NGS
 AH1081  HISTORY     - 1974     GOOD             NGS
 AH1081  HISTORY     - 1981     GOOD             NGS
 AH1081  HISTORY     - 20040202 GOOD             USPSQD
 AH1081
 AH1081                          STATION DESCRIPTION
 AH1081
 AH1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH1081'THE STATION IS LOCATED ABOUT 0.2 MILE EAST OF THE SMALL SETTLEMENT
 AH1081'OF SARITA AND ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 AH1081'
 AH1081'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO EAST ON
 AH1081'MAIN SURFACE ROAD FOR 0.15 MILE TO CAUTION LIGHT AT THE INTERSECTION
 AH1081'OF U.S. HIGHWAY 77 AND STATION ON THE LEFT.
 AH1081'
 AH1081'TO REACH REFERENCE MARK NO. 4 FROM THE STATION, GO SOUTH ON U.S.
 AH1081'HWY. 77 FOR 0.25 MILE TO MARK ON THE RIGHT.
 AH1081'
 AH1081'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AH1081'CONCRETE POST THAT PROJECTS 8-INCHES AND IS STAMPED LOS OLMOS 2
 AH1081'NO 4 1974.  IT IS 48 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77,
 AH1081'4 FEET EAST OF THE FENCE-LINE, 3 FEET EAST OF A 12-INCH BRACED
 AH1081'FENCE-POST AND 2 FEET SOUTH OF A METAL WITNESS POST.
 AH1081'
 AH1081'NEAREST TOWN--SARITA.
 AH1081
 AH1081                          STATION RECOVERY (1974)
 AH1081
 AH1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH1081'THE STATION IS LOCATED ABOUT 0.2 MILE EAST OF THE SMALL SETTLEMENT OF
 AH1081'SARITA AND ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 AH1081'
 AH1081'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN
 AH1081'SURFACE ROAD FOR 0.15 MILE TO CAUTION LIGHT AT THE INTERSECTION OF
 AH1081'U.S. HIGHWAY 77 AND STATION ON THE LEFT.
 AH1081'
 AH1081'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AH1081'CONCRETE POST THAT PROJECTS 8-INCHES AND IS STAMPED LOS OLMOS 2 NO 4
 AH1081'1974.  IT IS 48 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77, 4
 AH1081'FEET EAST OF THE FENCE-LINE, 3 FEET EAST OF A 12-INCH BRACED
 AH1081'FENCE-POST AND 2 FEET SOUTH OF A METAL WITNESS POST.
 AH1081'
 AH1081'TO REACH REFERENCE MARK NO. 4 FROM THE STATION, GO SOUTH ON U.S.
 AH1081'HWY. 77 FOR 0.25 MILE TO MARK ON THE RIGHT.
 AH1081'
 AH1081'NEAREST TOWN--SARITA.
 AH1081
 AH1081                          STATION RECOVERY (1981)
 AH1081
 AH1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH1081'0.7 KM (0.4 MI) SOUTH FROM SARITA.
 AH1081'0.32 KM (0.2 MI) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 AH1081'SARITA, THENCE 0.38 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 77
 AH1081'SOUTHBOUND, 14.6 METERS (48.0 FT) WEST OF THE CENTERLINE OF THE
 AH1081'NORTHBOUND LANES, 1.2 METERS (4.0 FT) EAST OF A FENCE, 0.9 METER
 AH1081'(3.0 FT) EAST OF A 30-CM (12-INCH) FENCE LINE SUPPORT POST.
 AH1081'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 AH1081'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 AH1081
 AH1081                          STATION RECOVERY (2004)
 AH1081
 AH1081'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0502 ***********************************************************************
 AH0502  DESIGNATION -  LOS OLMOS RM 2
 AH0502  PID         -  AH0502
 AH0502  STATE/COUNTY-  TX/KENEDY
 AH0502  USGS QUAD   -  SARITA (1979)
 AH0502
 AH0502                         *CURRENT SURVEY CONTROL
 AH0502  ___________________________________________________________________
 AH0502* NAD 83(1986)-  27 13 22.     (N)    097 47 22.     (W)     SCALED    
 AH0502* NAVD 88     -        10.951  (meters)      35.93   (feet)  ADJUSTED  
 AH0502  ___________________________________________________________________
 AH0502  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AH0502  DYNAMIC HT  -          10.934 (meters)      35.87  (feet)  COMP
 AH0502  MODELED GRAV-     979,091.6   (mgal)                       NAVD 88
 AH0502
 AH0502  VERT ORDER  -  FIRST     CLASS II
 AH0502
 AH0502.The horizontal coordinates were scaled from a topographic map and have
 AH0502.an estimated accuracy of +/- 6 seconds.
 AH0502
 AH0502.The orthometric height was determined by differential leveling
 AH0502.and adjusted by the National Geodetic Survey in June 1991..
 AH0502
 AH0502.The geoid height was determined by GEOID03.
 AH0502
 AH0502.The dynamic height is computed by dividing the NAVD 88
 AH0502.geopotential number by the normal gravity value computed on the
 AH0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0502.degrees latitude (g = 980.6199 gals.).
 AH0502
 AH0502.The modeled gravity was interpolated from observed gravity values.
 AH0502
 AH0502;                    North         East    Units  Estimated Accuracy
 AH0502;SPC TX S     - 5,172,600.      370,380.      MT  (+/- 180 meters Scaled)
 AH0502
 AH0502                          SUPERSEDED SURVEY CONTROL
 AH0502
 AH0502  NGVD 29 (??/??/92)   11.075  (m)           36.34   (f) ADJ UNCH    1 2
 AH0502
 AH0502.Superseded values are not recommended for survey control.
 AH0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0502.See file dsdata.txt to determine how the superseded data were derived.
 AH0502
 AH0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR198116(NAD 83)
 AH0502_MARKER: DR = REFERENCE MARK DISK
 AH0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0502_STAMPING: LOS OLMOS NO 2 1949
 AH0502_MARK LOGO: CGS   
 AH0502_PROJECTION: FLUSH
 AH0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0502+STABILITY: SURFACE MOTION
 AH0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0502+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0502
 AH0502  HISTORY     - Date     Condition        Report By
 AH0502  HISTORY     - 1949     MONUMENTED       CGS
 AH0502  HISTORY     - 1951     GOOD             NGS
 AH0502  HISTORY     - 1981     GOOD             NGS
 AH0502  HISTORY     - 1988     GOOD             USPSQD
 AH0502  HISTORY     - 19901007 GOOD             USPSQD
 AH0502  HISTORY     - 20040204 GOOD             USPSQD
 AH0502
 AH0502                          STATION DESCRIPTION
 AH0502
 AH0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0502'0.25 MI NE FROM SARITA.
 AH0502'0.2 MILE EAST ALONG AN OILED ROAD FROM THE ST. LOUIS, BROWNSVILLE AND
 AH0502'MEXICO RAILROAD STATION AT SARITA, THENCE 0.05 MILE NORTH ALONG U.S.
 AH0502'HIGHWAY 77, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 93.0 FEET
 AH0502'WEST OF AND ACROSS THE HIGHWAY FROM TRIANGULATION STATION LOS OLMOS
 AH0502'1949, 0.8 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 AH0502'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN
 AH0502'PACIFIC LINES.
 AH0502
 AH0502                          STATION RECOVERY (1981)
 AH0502
 AH0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0502'RECOVERED THIS DATE.  NOTE-0.24 KM (0.15 MI) EAST ALONG A PAVED ROAD
 AH0502'FROM THE POST OFFICE IN SARITA.
 AH0502
 AH0502                          STATION RECOVERY (1988)
 AH0502
 AH0502'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0502'RECOVERED IN GOOD CONDITION.
 AH0502
 AH0502                          STATION RECOVERY (1990)
 AH0502
 AH0502'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AH0502'RECOVERED IN GOOD CONDITION.
 AH0502
 AH0502                          STATION RECOVERY (2004)
 AH0502
 AH0502'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1576 ***********************************************************************
 AB1576  DESIGNATION -  LOS OVEJAS WINDMILL
 AB1576  PID         -  AB1576
 AB1576  STATE/COUNTY-  TX/WILLACY
 AB1576  USGS QUAD   -  HAWK ISLAND (1970)
 AB1576
 AB1576                         *CURRENT SURVEY CONTROL
 AB1576  ___________________________________________________________________
 AB1576* NAD 83(1993)-  26 26 33.55596(N)    097 28 54.59024(W)     ADJUSTED  
 AB1576* NAVD 88     -                                                        
 AB1576  ___________________________________________________________________
 AB1576  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AB1576  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AB1576
 AB1576  HORZ ORDER  -  THIRD
 AB1576
 AB1576.The horizontal coordinates were established by classical geodetic methods
 AB1576.and adjusted by the National Geodetic Survey in February 1996..
 AB1576
 AB1576
 AB1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1576
 AB1576.The geoid height was determined by GEOID03.
 AB1576
 AB1576;                    North         East     Units Scale Factor Converg.
 AB1576;SPC TX S     - 5,086,383.649   401,544.731   MT  0.99994195   +0 27 44.1
 AB1576;SPC TX S     -16,687,577.02  1,317,401.34   sFT  0.99994195   +0 27 44.1
 AB1576;UTM  14      - 2,925,599.694   651,371.685   MT  0.99988290   +0 40 34.2
 AB1576
 AB1576                          SUPERSEDED SURVEY CONTROL
 AB1576
 AB1576  NAD 83(1986)-  26 26 33.56919(N)    097 28 54.55330(W) AD(       ) 4
 AB1576  NAD 27      -  26 26 32.32300(N)    097 28 53.61600(W) AD(       ) 3
 AB1576
 AB1576.Superseded values are not recommended for survey control.
 AB1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1576.See file dsdata.txt to determine how the superseded data were derived.
 AB1576
 AB1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5137225600(NAD 83)
 AB1576_MARKER: 66 = WINDMILL
 AB1576
 AB1576  HISTORY     - Date     Condition        Report By
 AB1576  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1576
 AB1576                          STATION DESCRIPTION
 AB1576
 AB1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1576'STATION IS LOCATED ABOUT 20 MILES E OF RAYMONDVILLE.  TO
 AB1576'REACH FROM RAYMONDVILLE, GO E ON STATE HIGHWAY 186 9.0 MILES
 AB1576'TO A Y, CONTINUE STRAIGHT AHEAD 1.35 MILES TO END OF PAVEMENT,
 AB1576'THEN CONTINUE ON DIRT ROAD E AND N 2.15 MILES TO T ROAD
 AB1576'RIGHT, TURN RIGHT ACROSS GUARD AND GO E 2.05 MILES TO GATE
 AB1576'AND BUILDINGS ON RIGHT (GUARD AT GATE).  TURN RIGHT THROUGH
 AB1576'GATE AFTER SECURING PERMISSION FROM MR. BLAND DURHAM,
 AB1576'FOREMAN OF SAUZ RANCH, AND CONTINUE 3.75 MILES TO CROSSROADS,
 AB1576'TURN LEFT AND GO E 1.5 MILES, TURN RIGHT AND GO SSE 1.35
 AB1576'MILES TO BUMP GATE, PASS THROUGH AND CONTINUE 0.65 MILE TO
 AB1576'FORK, TAKE LEFT FORK, GRADED ROAD, AND CONTINUE 1.25
 AB1576'7ILES TO NOPAL 1949 ON RIGHT AND GATE, PASS THROUGH GATE AND
 AB1576'CONTINUE E 2.35 MILES TO A TRACK CROSSROAD AND LONE POST ON
 AB1576'RIGHT, TURN LEFT ON TRACK ROAD AND GO N 3.0 MILES TO
 AB1576'STATION.
 AB1576'
 AB1576'THE STATION IS A STEEL TOWER WINDMILL AND IS JUST E OF A
 AB1576'SQUARE CONCRETE WATER TROUGH AND W OF A DREDGED WATER RESERVOIR.
 AB1576'THE WINDMILL IS FENCED IN BY A SMALL ENCLOSURE AND IS ABOUT
 AB1576'30 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1066 ***********************************************************************
 CA1066  DESIGNATION -  LOSS
 CA1066  PID         -  CA1066
 CA1066  STATE/COUNTY-  TX/COLEMAN
 CA1066  USGS QUAD   -  FISK (1987)
 CA1066
 CA1066                         *CURRENT SURVEY CONTROL
 CA1066  ___________________________________________________________________
 CA1066* NAD 83(1993)-  31 44 44.48027(N)    099 25 38.41849(W)     ADJUSTED  
 CA1066* NAVD 88     -       510.9    (meters)    1676.     (feet)  VERTCON   
 CA1066  ___________________________________________________________________
 CA1066  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CA1066  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CA1066
 CA1066  HORZ ORDER  -  SECOND
 CA1066
 CA1066.The horizontal coordinates were established by classical geodetic methods
 CA1066.and adjusted by the National Geodetic Survey in February 1996..
 CA1066
 CA1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1066
 CA1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1066
 CA1066.The geoid height was determined by GEOID03.
 CA1066
 CA1066;                    North         East     Units Scale Factor Converg.
 CA1066;SPC TX C     - 3,230,827.636   785,841.879   MT  0.99996592   +0 27 59.9
 CA1066;SPC TX C     -10,599,807.00  2,578,216.23   sFT  0.99996592   +0 27 59.9
 CA1066;UTM  14      - 3,512,327.218   459,524.415   MT  0.99962020   -0 13 29.4
 CA1066
 CA1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1066!SPC TX C     -   0.99992379  x   0.99996592  =   0.99988972
 CA1066!UTM  14      -   0.99992379  x   0.99962020  =   0.99954402
 CA1066
 CA1066|---------------------------------------------------------------------|
 CA1066| PID    Reference Object                     Distance      Geod. Az  |
 CA1066|                                                           dddmmss.s |
 CA1066| CV5554 LOSS RM 2                            32.280 METERS 10017     |
 CA1066| CV5553 LOSS RM 1                            21.974 METERS 19235     |
 CA1066| CA1160 WILDCAT                             APPROX. 8.2 KM 2764958.3 |
 CA1066|---------------------------------------------------------------------|
 CA1066
 CA1066                          SUPERSEDED SURVEY CONTROL
 CA1066
 CA1066  NAD 83(1986)-  31 44 44.48824(N)    099 25 38.40423(W) AD(       ) 2
 CA1066  NAD 27      -  31 44 43.95659(N)    099 25 37.18155(W) AD(       ) 2
 CA1066  NGVD 29 (07/19/86)  510.8    (m)         1676.     (f) VERT ANG       
 CA1066
 CA1066.Superseded values are not recommended for survey control.
 CA1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1066.See file dsdata.txt to determine how the superseded data were derived.
 CA1066
 CA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5952412327(NAD 83)
 CA1066_MARKER: DD = SURVEY DISK
 CA1066_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1066+WITH SETTING: INFORMATION.
 CA1066_SP_SET: PREFABRICATED CONCRETE POST
 CA1066
 CA1066  HISTORY     - Date     Condition        Report By
 CA1066  HISTORY     - 1967     MONUMENTED       USGS
 CA1066
 CA1066                          STATION DESCRIPTION
 CA1066
 CA1066'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IB)
 CA1066'THE STATION IS LOCATED AT JUNCTION OF FARM ROAD 2131 AND U.S.
 CA1066'HIGHWAY 67.  ABOUT 0.25 MILE NORTH AND 6.0 MILE WEST OF SANTA
 CA1066'ANNA, ABOUT 5.5 MILES SOUTH OF COLEMAN, 0.1 MILE SOUTH OF THE
 CA1066'JUNCTION, NEAR A BEND IN THE WEST RIGHT-OF-WAY FENCE, 58 FEET
 CA1066'WEST OF THE CENTER LINE OF THE FARM ROAD, 8 FEET SOUTHWEST OF A
 CA1066'POWER LINE POLE AND 3 FEET EAST OF THE FENCE LINE AND A
 CA1066'WITNESS MARK.
 CA1066'
 CA1066'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1066'STEEL ROD DRIVEN TO POINT OF REFUSAL (5.5 FEET), CENTERED IN A
 CA1066'6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH GRAVEL.
 CA1066'THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED LOSS ET 1967.
 CA1066'
 CA1066'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1066'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL
 CA1066'(5.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12
 CA1066'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH
 CA1066'THE GROUND AND STAMPED LOSS ET 1967 NO. 1.
 CA1066'
 CA1066'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1066'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL
 CA1066'(3.5 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12
 CA1066'INCHES LONG, FILLED WITH CONCRETE.  THE TABLET IS STAMPED
 CA1066'LOSS ET 1967 NO. 2.
 CA1066'
 CA1066'DISTANCE BETWEEN REFERENCE MARKS IS 130.59 FEET (39.797 METERS).
 CA1066'
 CA1066'STATION WILDCAT ET, 5.1 MILES WEST-NORTHWEST, IS VISIBLE FROM THE
 CA1066'GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1085 ***********************************************************************
 CA1085  DESIGNATION -  LOST
 CA1085  PID         -  CA1085
 CA1085  STATE/COUNTY-  TX/MCCULLOCH
 CA1085  USGS QUAD   -  MERCURY (1987)
 CA1085
 CA1085                         *CURRENT SURVEY CONTROL
 CA1085  ___________________________________________________________________
 CA1085* NAD 83(1993)-  31 25 09.92277(N)    099 13 03.26415(W)     ADJUSTED  
 CA1085* NAVD 88     -       496.24   (+/-2cm)    1628.1    (feet)  VERTCON   
 CA1085  ___________________________________________________________________
 CA1085  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CA1085  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 CA1085
 CA1085  HORZ ORDER  -  FIRST
 CA1085  VERT ORDER  -  THIRD ? (See Below)
 CA1085
 CA1085.The horizontal coordinates were established by classical geodetic methods
 CA1085.and adjusted by the National Geodetic Survey in February 1996..
 CA1085
 CA1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1085.The vertical order pertains to the NGVD 29 superseded value.
 CA1085
 CA1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1085
 CA1085.The geoid height was determined by GEOID03.
 CA1085
 CA1085;                    North         East     Units Scale Factor Converg.
 CA1085;SPC TX C     - 3,194,836.220   806,079.076   MT  0.99990827   +0 34 28.9
 CA1085;SPC TX C     -10,481,725.17  2,644,611.10   sFT  0.99990827   +0 34 28.9
 CA1085;UTM  14      - 3,476,106.519   479,320.570   MT  0.99960527   -0 06 48.3
 CA1085
 CA1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1085!SPC TX C     -   0.99992597  x   0.99990827  =   0.99983424
 CA1085!UTM  14      -   0.99992597  x   0.99960527  =   0.99953127
 CA1085
 CA1085|---------------------------------------------------------------------|
 CA1085| PID    Reference Object                     Distance      Geod. Az  |
 CA1085|                                                           dddmmss.s |
 CA1085| CV5555 LOST RM 1                            23.572 METERS 01413     |
 CA1085| CV5556 LOST RM 2                            20.579 METERS 13809     |
 CA1085| CA1084 ONION                               APPROX.16.2 KM 1842648.1 |
 CA1085| CV5557 LOST RM 3                            41.662 METERS 27255     |
 CA1085|---------------------------------------------------------------------|
 CA1085
 CA1085                          SUPERSEDED SURVEY CONTROL
 CA1085
 CA1085  NAD 83(1986)-  31 25 09.93089(N)    099 13 03.24973(W) AD(       ) 1
 CA1085  NAD 27      -  31 25 09.34800(N)    099 13 02.07000(W) AD(       ) 1
 CA1085  NGVD 29 (07/19/86)  496.12   (m)         1627.7    (f) LEVELING    3  
 CA1085
 CA1085.Superseded values are not recommended for survey control.
 CA1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1085.See file dsdata.txt to determine how the superseded data were derived.
 CA1085
 CA1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7932176107(NAD 83)
 CA1085_MARKER: DS = TRIANGULATION STATION DISK
 CA1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1085
 CA1085  HISTORY     - Date     Condition        Report By
 CA1085  HISTORY     - 1935     MONUMENTED       CGS
 CA1085  HISTORY     - 1961     GOOD             USGS
 CA1085
 CA1085                          STATION DESCRIPTION
 CA1085
 CA1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1085'STATION IS LOCATED ON HIGHEST GROUND IN VICINITY KNOWN
 CA1085'AS LOST POINT, A RIDGE EXTENDING 1/2 MILE E AND W AND COVERED
 CA1085'WITH 10 TO 15 FEET OF BRUSH, 5 MILES SW OF WINCHELL, AND
 CA1085'3-3/4 MILES W BY N OF MERCURY.
 CA1085'
 CA1085'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 CA1085'CONCRETE.
 CA1085'
 CA1085'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 CA1085'IN OUTCROPPING BEDROCK.
 CA1085'
 CA1085'REFERENCE MARK NO. 1 IS N OF STATION.
 CA1085'
 CA1085'REFERENCE MARK NO. 2 IS SE OF STATION.
 CA1085'
 CA1085'REFERENCE MARK NO. 3 IS W OF STATION.
 CA1085'
 CA1085'NO AZIMUTH MARK WAS SET.
 CA1085'
 CA1085'REACHED FROM RAILROAD STATION, IN MERCURY TAKE ROAD LEADING
 CA1085'W ACROSS RAILROAD AND TURN LEFT AND GO 1.2 MILES AND TURN
 CA1085'RIGHT THRU AUTO GATE.  PROCEED 1.15 MILES AND PASS RANCH
 CA1085'HOUSE ON LEFT.  JUST BEYOND RANCH HOUSE PASS THRU GATE AT
 CA1085'E SIDE OF CORRAL WITH SIGN, CAMPERS, HUNTERS AND FISHERMAN.
 CA1085'GO 0.45 MILE TO A RED GATE.  PASS THRU GATE AND PROCEED
 CA1085'0.2 MILE AND KEEP MAIN RIGHT ROAD BY CONCRETE WATERING TROUGH
 CA1085'ON RIGHT.  CONTINUE 0.85 MILE AND TAKE DIM ROAD RIGHT 100
 CA1085'YARDS, BEFORE REACHING GATE AHEAD.  GO 0.75 MILE AND KEEP
 CA1085'LEFT FORK UP RIDGE AND CONTINUE 0.25 MILE AND PASS THRU
 CA1085'WOODEN GATE AT LARGE WATER RESERVOIR ON THE RIGHT.  FOLLOW
 CA1085'ROAD 0.2 MILE TO E END OF HILL THEN 0.2 MILE W.
 CA1085'STATION IS ON HIGHEST PART OF RIDGE.
 CA1085'
 CA1085'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 CA1085
 CA1085                          STATION RECOVERY (1961)
 CA1085
 CA1085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CA1085'RECOVERED IN GOOD CONDITION.
 CA1085'
 CA1085'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST, STAMPED
 CA1085'---LOST 1935---.
 CA1085'
 CA1085'NOTE--RANCHER REPORTS SURFACE STATION MARK WAS PULLED OUT IN CLEARING
 CA1085'WORK AND RESET IN ORIGINAL HOLE.  DISTANCES TO REFERENCE MARKS WERE
 CA1085'CHECKED AND FOUND TO AGREE WITH THE ORIGINAL USC AND GS VALUES WITHIN
 CA1085'0.1 FT., THEREFORE STATION CAN BE CONSIDERED UNDISTURBED EXCEPT FOR
 CA1085'ELEVATION.  APPEARS TO BE ABOUT 0.4 FT. HIGHER THAN WHEN ORIGINALLY
 CA1085'SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0486 ***********************************************************************
 DP0486  DESIGNATION -  LOST
 DP0486  PID         -  DP0486
 DP0486  STATE/COUNTY-  TX/COTTLE
 DP0486  USGS QUAD   -  Y RANCH (1981)
 DP0486
 DP0486                         *CURRENT SURVEY CONTROL
 DP0486  ___________________________________________________________________
 DP0486* NAD 83(1993)-  33 52 59.70619(N)    100 06 29.76943(W)     ADJUSTED  
 DP0486* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 DP0486  ___________________________________________________________________
 DP0486  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 DP0486  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DP0486
 DP0486  HORZ ORDER  -  SECOND
 DP0486
 DP0486.The horizontal coordinates were established by classical geodetic methods
 DP0486.and adjusted by the National Geodetic Survey in February 1996..
 DP0486
 DP0486.The orthometric height was scaled from a topographic map.
 DP0486
 DP0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0486
 DP0486.The geoid height was determined by GEOID03.
 DP0486
 DP0486;                    North         East     Units Scale Factor Converg.
 DP0486;SPC TXNC     - 2,246,945.986   451,226.542   MT  0.99997780   -0 52 37.7
 DP0486;SPC TXNC     - 7,371,855.29  1,480,399.08   sFT  0.99997780   -0 52 37.7
 DP0486;UTM  14      - 3,749,763.929   397,511.492   MT  0.99972949   -0 37 04.5
 DP0486
 DP0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0486!SPC TXNC     -   0.99991411  x   0.99997780  =   0.99989191
 DP0486!UTM  14      -   0.99991411  x   0.99972949  =   0.99964362
 DP0486
 DP0486|---------------------------------------------------------------------|
 DP0486| PID    Reference Object                     Distance      Geod. Az  |
 DP0486|                                                           dddmmss.s |
 DP0486| CX8572 LOST RM 1                            13.130 METERS 11001     |
 DP0486| CX8573 LOST RM 2                            11.410 METERS 25310     |
 DP0486| CX8571 LOST AZ MK                                         3052343.2 |
 DP0486| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX.23.3 KM 3060928.2 |
 DP0486|---------------------------------------------------------------------|
 DP0486
 DP0486                          SUPERSEDED SURVEY CONTROL
 DP0486
 DP0486  NAD 83(1993)-  33 52 59.70777(N)    100 06 29.76949(W) AD(       ) 2
 DP0486  NAD 83(1986)-  33 52 59.71217(N)    100 06 29.76188(W) AD(       ) 2
 DP0486  NAD 27      -  33 52 59.41692(N)    100 06 28.38305(W) AD(       ) 2
 DP0486
 DP0486.Superseded values are not recommended for survey control.
 DP0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0486.See file dsdata.txt to determine how the superseded data were derived.
 DP0486
 DP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC9751149764(NAD 83)
 DP0486_MARKER: DS = TRIANGULATION STATION DISK
 DP0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0486
 DP0486  HISTORY     - Date     Condition        Report By
 DP0486  HISTORY     - 1967     MONUMENTED       CGS
 DP0486
 DP0486                          STATION DESCRIPTION
 DP0486
 DP0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DP0486'THE STATION IS ABOUT 23 MILES SOUTH-SOUTHWEST OF CROWELL, 19 MILES
 DP0486'NORTHWEST OF TRUSCOTT AND 14-1/2 MILES SOUTHEAST OF PADUCAH, ON THE
 DP0486'HIGHEST POINT OF A LOW RIDGE IN PASTURE LAND.
 DP0486'
 DP0486'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 83 AT
 DP0486'A TRAFFIC LIGHT IN PADUCAH, GO SOUTH ON U.S. HIGHWAY 83 FOR 0.4 MILE
 DP0486'TO THE JUNCTION WITH FARM ROAD 1038 ON THE LEFT.  TURN LEFT AND GO
 DP0486'SOUTH ON FARM ROAD 1038 FOR 6.6 MILES TO THE JUNCTION WITH FARM
 DP0486'ROAD 1168.  TAKE THE LEFT ROAD AND CONTINUE SOUTH AND EAST ON FARM
 DP0486'ROAD 1038 FOR 9.35 MILES TO SIDE ROAD RIGHT AND AN OLD SCHOOL
 DP0486'BUILDING ON THE LEFT.  TURN RIGHT AND GO SOUTHERLY ON GRADED
 DP0486'ROAD FOR 1.0 MILE TO THE END OF GRADED ROAD AND A METAL GATE.  PASS
 DP0486'THROUGH GATE AND GO WEST AND SOUTH ON FIELD ROAD FOR 0.5 MILE TO
 DP0486'A FARM HOUSE.  CONTINUE SOUTH ON FIELD ROAD FOR 0.55 MILE TO
 DP0486'A SIDE ROAD LEFT.  CONTINUE SOUTH ON FIELD ROAD FOR 0.05 MILE
 DP0486'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHERLY FOR 0.4 MILE
 DP0486'TO A WINDMILL AND A GATE.  PASS THROUGH GATE AND CONTINUE
 DP0486'SOUTHERLY FOR 1.45 MILES TO A DIM FORK AND THE AZIMUTH MARK
 DP0486'0.05 MILE TO THE WEST.  TAKE THE LEFT FORK AND GO EASTERLY FOR
 DP0486'0.35 MILE TO THE TOP OF RIDGE AND STATION.
 DP0486'
 DP0486'STATION MARK IS A STANDARD DISK, STAMPED LOST 1967, SET IN THE TOP
 DP0486'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 DP0486'INCHES ABOVE THE GROUND.  IT IS 121.0 FEET NORTH OF THE CENTERLINE
 DP0486'OF A TRACK ROAD AND 4.5 FEET SOUTH OF A WITNESS POST.  THE
 DP0486'UNDERGROUND MARK IS 30 INCHES BELOW THE GROUND SURFACE.
 DP0486'
 DP0486'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOST NO 1 1967, SET IN
 DP0486'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0486'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 122.0 FEET NORTH OF THE
 DP0486'CENTERLINE OF THE TRACK ROAD, 43.0 FEET EAST OF THE WITNESS POST
 DP0486'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DP0486'
 DP0486'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOST NO 2 1967, SET IN
 DP0486'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0486'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 96.0 FEET NORTH OF THE
 DP0486'CENTERLINE OF THE TRACK ROAD, 41.0 FEET SOUTHWEST OF THE WITNESS
 DP0486'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DP0486'
 DP0486'AZIMUTH MARK IS A STANDARD DISK, STAMPED LOST 1967, CEMENTED IN A
 DP0486'DRILL IN A 2 X 3 FOOT ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND
 DP0486'SURFACE.  IT IS 5.7 FEET SOUTHEAST OF A WITNESS POST.
 DP0486'
 DP0486'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 76.40 FEET OR 23.289
 DP0486'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0818 ***********************************************************************
 CC0818  DESIGNATION -  LOST
 CC0818  PID         -  CC0818
 CC0818  STATE/COUNTY-  TX/LOVING
 CC0818  USGS QUAD   -  RUDD DRAW NE (1969)
 CC0818
 CC0818                         *CURRENT SURVEY CONTROL
 CC0818  ___________________________________________________________________
 CC0818* NAD 83(1993)-  31 53 54.83374(N)    103 30 48.41828(W)     ADJUSTED  
 CC0818* NAVD 88     -       986.5    (meters)    3237.     (feet)  VERTCON   
 CC0818  ___________________________________________________________________
 CC0818  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 CC0818  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 CC0818
 CC0818  HORZ ORDER  -  SECOND
 CC0818
 CC0818.The horizontal coordinates were established by classical geodetic methods
 CC0818.and adjusted by the National Geodetic Survey in February 1996..
 CC0818
 CC0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0818
 CC0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0818
 CC0818.The geoid height was determined by GEOID03.
 CC0818
 CC0818;                    North         East     Units Scale Factor Converg.
 CC0818;SPC TX C     - 3,251,728.975   399,210.209   MT  1.00000413   -1 38 16.6
 CC0818;SPC TX C     -10,668,380.81  1,309,742.16   sFT  1.00000413   -1 38 16.6
 CC0818;SPC NM E     -    99,914.551   242,552.695   MT  0.99998324   +0 25 59.7
 CC0818;SPC NM E     -   327,802.99    795,774.97   sFT  0.99998324   +0 25 59.7
 CC0818;UTM  13      - 3,530,156.231   640,574.018   MT  0.99984371   +0 47 08.3
 CC0818
 CC0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0818!SPC TX C     -   0.99984909  x   1.00000413  =   0.99985322
 CC0818!SPC NM E     -   0.99984909  x   0.99998324  =   0.99983233
 CC0818!UTM  13      -   0.99984909  x   0.99984371  =   0.99969283
 CC0818
 CC0818|---------------------------------------------------------------------|
 CC0818| PID    Reference Object                     Distance      Geod. Az  |
 CC0818|                                                           dddmmss.s |
 CC0818| CH8916 LOST RM 1                            12.508 METERS 07600     |
 CC0818| CC0795 FORK                                APPROX. 4.7 KM 1094254.6 |
 CC0818| CH8917 LOST RM 2                            13.090 METERS 18509     |
 CC0818|---------------------------------------------------------------------|
 CC0818
 CC0818                          SUPERSEDED SURVEY CONTROL
 CC0818
 CC0818  NAD 83(1993)-  31 53 54.83563(N)    103 30 48.41579(W) AD(       ) 2
 CC0818  NAD 83(1986)-  31 53 54.83572(N)    103 30 48.41549(W) AD(       ) 2
 CC0818  NAD 27      -  31 53 54.37903(N)    103 30 46.75782(W) AD(       ) 2
 CC0818  NGVD 29 (07/19/86)  986.0    (m)         3235.     (f) VERT ANG       
 CC0818
 CC0818.Superseded values are not recommended for survey control.
 CC0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0818.See file dsdata.txt to determine how the superseded data were derived.
 CC0818
 CC0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR4057430156(NAD 83)
 CC0818_MARKER: DD = SURVEY DISK
 CC0818_SETTING: 66 = SET IN ROCK OUTCROP
 CC0818_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CC0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0818+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 CC0818
 CC0818  HISTORY     - Date     Condition        Report By
 CC0818  HISTORY     - 1969     MONUMENTED       USGS
 CC0818  HISTORY     - 20041026 GOOD             INDIV
 CC0818
 CC0818                          STATION DESCRIPTION
 CC0818
 CC0818'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (HH)
 CC0818'THE STATION IS LOCATED NORTH 20 DEG EAST ABOUT 14.5 MILES
 CC0818'AIRLINE FROM MENTONE, NORTH 84 DEG WEST ABOUT 25 MILES AIRLINE
 CC0818'FROM KERMIT, AND 5 FEET SOUTH OF USGS WITNESS SIGN MOUNTED ON
 CC0818'A METAL POST.
 CC0818'
 CC0818'TO REACH THE STATION FROM THE COURTHOUSE IN MENTONE, TAKE ROAD
 CC0818'ON NORTH SIDE OF COURTHOUSE AND GO NORTHWEST FOR 0.9 MILE TO
 CC0818'ROAD FORK.  TAKE THE RIGHT FORK AND FOLLOW MAIN ROAD NORTHEAST
 CC0818'FOR 8.9 MILES TO POINT WHERE ROAD TURNS NORTH, THEN NORTH
 CC0818'ON MAIN ROAD FOR 4.1 MILES TO GATE.  CONTINUE NORTH FOR
 CC0818'0.25 MILE TO T-ROAD, THENCE EAST 0.4 MILE TO GATE.  CONTINUE
 CC0818'ON EAST 0.1 MILE TO T-ROAD, THENCE NORTH ON T-ROAD FOR 0.6
 CC0818'MILE TO END OF ROAD.  FROM THIS POINT DRIVE NORTHEAST ACROSS
 CC0818'COUNTRY FOR 0.7 MILE TO SOUTH POINT OF RIDGE AND STATION
 CC0818'SITE.  A 4-WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST 0.7
 CC0818'MILE.
 CC0818'
 CC0818'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CC0818'STEEL ROD 2.0 FEET LONG, CEMENTED IN A HOLE DRILLED IN BEDROCK.
 CC0818'CENTERED IN AN ORANGEBURG TILE 6 INCHES IN DIAMETER, 12 INCHES
 CC0818'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE
 CC0818'GROUND AND STAMPED LOST ET 1969.
 CC0818'
 CC0818'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CC0818'CRIMPED TO A COPPER COATED STEEL ROD 2.0 FEET LONG, CEMENTED
 CC0818'IN A HOLE DRILLED IN BEDROCK.  CENTERED IN AN ORANGEBURG
 CC0818'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 CC0818'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED LOST ET NO.
 CC0818'1 1969.
 CC0818'
 CC0818'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CC0818'TO A COPPER COATED STEEL ROD 2.0 FEET LONG, CEMENTED IN A HOLE
 CC0818'DRILLED IN BEDROCK.  CENTERED IN AN ORANGEBURG TILE, 6 INCHES
 CC0818'IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET
 CC0818'IS SET FLUSH WITH GROUND AND STAMPED LOST ET NO. 2 1969.
 CC0818'
 CC0818'STATION FORK ET 1969 IS VISIBLE FROM THE GROUND AT THIS STATION
 CC0818'AND WILL SERVE AS AN AZIMUTH MARK.
 CC0818
 CC0818                          STATION RECOVERY (2004)
 CC0818
 CC0818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 CC0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1446 ***********************************************************************
 AH1446  DESIGNATION -  LOST 1938
 AH1446  PID         -  AH1446
 AH1446  STATE/COUNTY-  TX/KLEBERG
 AH1446  USGS QUAD   -  SOUTH BIRD ISLAND SE (1975)
 AH1446
 AH1446                         *CURRENT SURVEY CONTROL
 AH1446  ___________________________________________________________________
 AH1446* NAD 83(1993)-  27 17 25.63452(N)    097 20 42.57886(W)     ADJUSTED  
 AH1446* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1446  ___________________________________________________________________
 AH1446  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1446  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AH1446
 AH1446  HORZ ORDER  -  THIRD
 AH1446
 AH1446.The horizontal coordinates were established by classical geodetic methods
 AH1446.and adjusted by the National Geodetic Survey in February 1996..
 AH1446
 AH1446.The orthometric height was scaled from a topographic map.
 AH1446
 AH1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1446
 AH1446.The geoid height was determined by GEOID03.
 AH1446
 AH1446;                    North         East     Units Scale Factor Converg.
 AH1446;SPC TX S     - 5,180,425.705   414,315.303   MT  0.99990749   +0 31 27.5
 AH1446;SPC TX S     -16,996,113.33  1,359,299.46   sFT  0.99990749   +0 31 27.5
 AH1446;UTM  14      - 3,019,690.962   663,774.539   MT  0.99993111   +0 45 32.1
 AH1446
 AH1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1446!SPC TX S     -   1.00000361  x   0.99990749  =   0.99991110
 AH1446!UTM  14      -   1.00000361  x   0.99993111  =   0.99993472
 AH1446
 AH1446                          SUPERSEDED SURVEY CONTROL
 AH1446
 AH1446  NAD 83(1986)-  27 17 25.65134(N)    097 20 42.55652(W) AD(       ) 3
 AH1446  NAD 27      -  27 17 24.49100(N)    097 20 41.60400(W) AD(       ) 3
 AH1446
 AH1446.Superseded values are not recommended for survey control.
 AH1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1446.See file dsdata.txt to determine how the superseded data were derived.
 AH1446
 AH1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6377519691(NAD 83)
 AH1446_MARKER: DD = SURVEY DISK
 AH1446_SETTING: 0 = UNSPECIFIED SETTING
 AH1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1446
 AH1446  HISTORY     - Date     Condition        Report By
 AH1446  HISTORY     - 1938     MONUMENTED       CGS
 AH1446  HISTORY     - 1939     MARK NOT FOUND   CGS
 AH1446  HISTORY     - 1939     MARK NOT FOUND   CGS
 AH1446  HISTORY     - 1946     MARK NOT FOUND   SUNOCO
 AH1446  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1446
 AH1446                          STATION DESCRIPTION
 AH1446
 AH1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1446'STATION IS 38 MILES S OF FISH PIER AT ARANSAS PASS ON A LOW
 AH1446'SAND DUNE ON THE GULF SHORE ABOUT 90 METERS FROM HIGH WATER.
 AH1446'A LARGE STUMP 5 FEET IN DIAMETER IS 30 METERS SW OF STATION.
 AH1446'
 AH1446'STATION IS MARKED BY A STANDARD HYDROGRAPHIC DISK SET IN A
 AH1446'6- BY 6-INCH BY 3-FOOT CONCRETE POST.
 AH1446'
 AH1446'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 8 FEET.
 AH1446'
 AH1446'POSITION COMPUTED FROM TRIANGULATION P.L.B. 1939.
 AH1446'
 AH1446'LOCATION METHOD--THEODOLITE.
 AH1446
 AH1446                          STATION RECOVERY (1939)
 AH1446
 AH1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GEM)
 AH1446'NOT RECOVERED.  BECAUSE OF SHIFTING SANDS THIS STATION BELIEVED
 AH1446'TO BE LOST.
 AH1446
 AH1446                          STATION RECOVERY (1946)
 AH1446
 AH1446'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AH1446'NO SIGN OF THIS MARK COULD BE FOUND.  STORMS WITHIN THE PAST
 AH1446'FIVE YEARS HAVE CHANGED CONSIDERABLY THE SAND HILLS ON THE
 AH1446'COAST LINE.
 AH1446
 AH1446                          STATION RECOVERY (1949)
 AH1446
 AH1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1446'NOT RECOVERED.  BECAUSE OF SHIFTING SANDS THIS STATION IS
 AH1446'BELIEVED TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0707 ***********************************************************************
 DQ0707  DESIGNATION -  LOST ET
 DQ0707  PID         -  DQ0707
 DQ0707  STATE/COUNTY-  TX/TERRY
 DQ0707  USGS QUAD   -  MEADOW (1985)
 DQ0707
 DQ0707                         *CURRENT SURVEY CONTROL
 DQ0707  ___________________________________________________________________
 DQ0707* NAD 83(1993)-  33 15 41.71494(N)    102 14 36.10828(W)     ADJUSTED  
 DQ0707* NAVD 88     -      1017.5    (meters)    3338.     (feet)  VERTCON   
 DQ0707  ___________________________________________________________________
 DQ0707  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 DQ0707  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 DQ0707
 DQ0707  HORZ ORDER  -  SECOND
 DQ0707
 DQ0707.The horizontal coordinates were established by classical geodetic methods
 DQ0707.and adjusted by the National Geodetic Survey in February 1996..
 DQ0707
 DQ0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0707
 DQ0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0707
 DQ0707.The geoid height was determined by GEOID03.
 DQ0707
 DQ0707;                    North         East     Units Scale Factor Converg.
 DQ0707;SPC TXNC     - 2,183,073.921   251,322.514   MT  0.99987931   -2 02 29.8
 DQ0707;SPC TXNC     - 7,162,301.69    824,547.28   sFT  0.99987931   -2 02 29.8
 DQ0707;UTM  13      - 3,683,676.825   756,790.690   MT  1.00041309   +1 30 45.9
 DQ0707
 DQ0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0707!SPC TXNC     -   0.99984401  x   0.99987931  =   0.99972334
 DQ0707!UTM  13      -   0.99984401  x   1.00041309  =   1.00025704
 DQ0707
 DQ0707:                Primary Azimuth Mark                     Grid Az
 DQ0707:SPC TXNC     -  PAN ET                                   024 32 29.9
 DQ0707:UTM  13      -  PAN ET                                   020 59 14.2
 DQ0707
 DQ0707|---------------------------------------------------------------------|
 DQ0707| PID    Reference Object                     Distance      Geod. Az  |
 DQ0707|                                                           dddmmss.s |
 DQ0707| DQ0706 PAN ET                              APPROX. 2.8 KM 0223000.1 |
 DQ0707| CJ7764 LOST ET RM 1                         18.907 METERS 05647     |
 DQ0707| CJ7765 LOST ET RM 2                         15.423 METERS 15649     |
 DQ0707|---------------------------------------------------------------------|
 DQ0707
 DQ0707                          SUPERSEDED SURVEY CONTROL
 DQ0707
 DQ0707  NAD 83(1986)-  33 15 41.72296(N)    102 14 36.10153(W) AD(       ) 2
 DQ0707  NAD 27      -  33 15 41.39266(N)    102 14 34.44933(W) AD(       ) 2
 DQ0707  NGVD 29 (07/19/86) 1017.1    (m)         3337.     (f) VERT ANG       
 DQ0707
 DQ0707.Superseded values are not recommended for survey control.
 DQ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0707.See file dsdata.txt to determine how the superseded data were derived.
 DQ0707
 DQ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5679183677(NAD 83)
 DQ0707_MARKER: DD = SURVEY DISK
 DQ0707_SETTING: 0 = UNSPECIFIED SETTING
 DQ0707
 DQ0707  HISTORY     - Date     Condition        Report By
 DQ0707  HISTORY     - 1968     MONUMENTED       USGS
 DQ0707
 DQ0707                          STATION DESCRIPTION
 DQ0707
 DQ0707'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0707'THE STATION IS LOCATED NORTH 20 DEG EAST ABOUT 6.1 MILES AIRLINE
 DQ0707'FROM THE COURTHOUSE AT BROWNFIELD, TEXAS, ON THE RIGHT-OF-WAY OF
 DQ0707'THE PANHANDLE AND SANTA FE RAILROAD.
 DQ0707'
 DQ0707'TO REACH FROM THE COURTHOUSE AT BROWNFIELD, GO 0.3 MILE EAST ON
 DQ0707'MAIN STREET TO U.S. HIGHWAY 62, TURN LEFT AND GO 6.1 MILES NORTH
 DQ0707'ON U.S. HIGHWAY 62 TO A PRIVATE DRIVE LEFT AND STATION SITE.  THE
 DQ0707'STATION IS 85.5 FEET NORTHWEST NORMAL TO SOUTH BOUND LANE OF
 DQ0707'U.S. HIGHWAY 62, 15 FEET SOUTHEAST NORMAL TO RAILROAD TRACK, AND
 DQ0707'18 FEET SOUTHWEST NORMAL TO PRIVATE DRIVE.  THE STATION IS 6
 DQ0707'FEET NORTHWEST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 DQ0707'
 DQ0707'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DQ0707'DRIVEN TO REFUSAL (5.5 FEET) CENTERED IN AN ORANGEBURG TILE, 6
 DQ0707'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 DQ0707'IS FLUSH WITH THE GROUND, ABOUT 1 FOOT BELOW THE GRADE
 DQ0707'CROSSING, AND IS STAMPED LOST ET 1968.
 DQ0707'
 DQ0707'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 49 FEET NORTHWEST OF
 DQ0707'THE SOUTH BOUND LANE OF THE HIGHWAY AND 33 FEET NORTHEAST OF THE
 DQ0707'PRIVATE DRIVEWAY 1 FOOT WEST OF A POWERPOLE.  A USGS BRONZE
 DQ0707'REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A
 DQ0707'DEPTH OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 DQ0707'DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS
 DQ0707'FLUSH WITH THE GROUND AND STAMPED LOST ET 1968 - NO. 1.
 DQ0707'
 DQ0707'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 49 FEET NORTHWEST OF
 DQ0707'THE SOUTH BOUND LANE OF THE HIGHWAY AND 54 FEET SOUTHWEST OF THE
 DQ0707'PRIVATE DRIVEWAY IN LINE WITH ROW OF POWERPOLES.  A USGS BRONZE
 DQ0707'REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO
 DQ0707'REFUSAL (5 FEET), CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 DQ0707'DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH
 DQ0707'WITH GROUND AND STAMPED LOST ET 1968-NO. 2.
 DQ0707'
 DQ0707'THE DISTANCE BETWEEN REFERENCE MARKS IS 86.59 FEET (26.392 METERS).
 DQ0707'
 DQ0707'STATION PAN ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 DQ0707'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0714 ***********************************************************************
 DQ0714  DESIGNATION -  LOT ET
 DQ0714  PID         -  DQ0714
 DQ0714  STATE/COUNTY-  TX/TERRY
 DQ0714  USGS QUAD   -  UNION SCHOOL (1969)
 DQ0714
 DQ0714                         *CURRENT SURVEY CONTROL
 DQ0714  ___________________________________________________________________
 DQ0714* NAD 83(1993)-  33 03 55.31429(N)    102 10 14.89074(W)     ADJUSTED  
 DQ0714* NAVD 88     -       971.7    (meters)    3188.     (feet)  VERTCON   
 DQ0714  ___________________________________________________________________
 DQ0714  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 DQ0714  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 DQ0714
 DQ0714  HORZ ORDER  -  SECOND
 DQ0714
 DQ0714.The horizontal coordinates were established by classical geodetic methods
 DQ0714.and adjusted by the National Geodetic Survey in February 1996..
 DQ0714
 DQ0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0714
 DQ0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0714
 DQ0714.The geoid height was determined by GEOID03.
 DQ0714
 DQ0714;                    North         East     Units Scale Factor Converg.
 DQ0714;SPC TXNC     - 2,161,088.915   257,318.236   MT  0.99987265   -2 00 07.3
 DQ0714;SPC TXNC     - 7,090,172.55    844,218.25   sFT  0.99987265   -2 00 07.3
 DQ0714;UTM  13      - 3,662,093.202   764,140.513   MT  1.00046034   +1 32 40.2
 DQ0714
 DQ0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0714!SPC TXNC     -   0.99985118  x   0.99987265  =   0.99972385
 DQ0714!UTM  13      -   0.99985118  x   1.00046034  =   1.00031145
 DQ0714
 DQ0714:                Primary Azimuth Mark                     Grid Az
 DQ0714:SPC TXNC     -  MESQUITE ET                              073 50 14.9
 DQ0714:UTM  13      -  MESQUITE ET                              070 17 27.4
 DQ0714
 DQ0714|---------------------------------------------------------------------|
 DQ0714| PID    Reference Object                     Distance      Geod. Az  |
 DQ0714|                                                           dddmmss.s |
 DQ0714| DQ0713 MESQUITE ET                         APPROX. 6.8 KM 0715007.6 |
 DQ0714| CJ7766 LOT ET RM 1                          16.718 METERS 17911     |
 DQ0714| CJ7767 LOT ET RM 2                          16.663 METERS 27045     |
 DQ0714|---------------------------------------------------------------------|
 DQ0714
 DQ0714                          SUPERSEDED SURVEY CONTROL
 DQ0714
 DQ0714  NAD 83(1986)-  33 03 55.32289(N)    102 10 14.88346(W) AD(       ) 2
 DQ0714  NAD 27      -  33 03 54.98201(N)    102 10 13.24835(W) AD(       ) 2
 DQ0714  NGVD 29 (07/19/86)  971.4    (m)         3187.     (f) VERT ANG       
 DQ0714
 DQ0714.Superseded values are not recommended for survey control.
 DQ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0714.See file dsdata.txt to determine how the superseded data were derived.
 DQ0714
 DQ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6414162093(NAD 83)
 DQ0714_MARKER: DD = SURVEY DISK
 DQ0714_SETTING: 0 = UNSPECIFIED SETTING
 DQ0714
 DQ0714  HISTORY     - Date     Condition        Report By
 DQ0714  HISTORY     - 1968     MONUMENTED       USGS
 DQ0714  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 DQ0714
 DQ0714                          STATION DESCRIPTION
 DQ0714
 DQ0714'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0714'THE STATION IS LOCATED SOUTH 39 DEG EAST ABOUT 10.0 MILES AIRLINE
 DQ0714'FROM THE COURTHOUSE AT BROWNFIELD, TEXAS, ON A BLOW SAND BANK AT
 DQ0714'SOUTHWEST CORNER OF A X-RDS.
 DQ0714'
 DQ0714'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY
 DQ0714'137 AT THE SOUTH EDGE OF BROWNFIELD, GO 6.3 MILES SOUTHEAST ON
 DQ0714'STATE HIGHWAY 137 TO FARM-TO-MARKET ROAD 1076, TURN LEFT AND GO 4.0
 DQ0714'MILES EAST ON 1076 TO A NORTH-SOUTH GRADED ROAD, TURN RIGHT AND GO
 DQ0714'1.0 MILE SOUTH TO THE STATION SITE ON THE RIGHT.  THE STATION IS
 DQ0714'41 FEET SOUTH AND 52 FEET WEST AND 7 FEET HIGHER THAN X-RDS.  THE
 DQ0714'STATION IS 6 FEET SOUTH OF A USGS WITNESS SIGN MOUNTED ON A
 DQ0714'METAL POST.
 DQ0714'
 DQ0714'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DQ0714'DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 DQ0714'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 DQ0714'IS FLUSH WITH THE GROUND AND IS STAMPED LOT ET 1968.
 DQ0714'
 DQ0714'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 95 FEET SOUTH AND 45
 DQ0714'FEET WEST OF THE X-RDS.  A USGS BRONZE REFERENCE MARK TABLET
 DQ0714'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 DQ0714'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED
 DQ0714'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 DQ0714'LOT ET 1968 - 1.
 DQ0714'
 DQ0714'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 107 FEET WEST AND 42
 DQ0714'FEET SOUTH OF THE X-RDS.  A USGS BRONZE REFERENCE MARK TABLET
 DQ0714'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 DQ0714'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED
 DQ0714'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 DQ0714'LOT ET 1968 - 2.
 DQ0714'
 DQ0714'THE DISTANCE BETWEEN REFERENCE MARKS IS 78.49 FEET (23.922 METERS).
 DQ0714'
 DQ0714'STATION MESQUITE ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE
 DQ0714'AS THE AZIMUTH MARK.
 DQ0714
 DQ0714                          STATION RECOVERY (1984)
 DQ0714
 DQ0714'RECOVERY NOTE BY US POWER SQUADRON 1984 (TKF)
 DQ0714'THOROUGH SEARCH FAILED TO LOCATE STATION MARK, REF. MARKS OR
 DQ0714'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1421 ***********************************************************************
 AE1421  DESIGNATION -  LOTE
 AE1421  PID         -  AE1421
 AE1421  STATE/COUNTY-  TX/HIDALGO
 AE1421  USGS QUAD   -  LINN (1982)
 AE1421
 AE1421                         *CURRENT SURVEY CONTROL
 AE1421  ___________________________________________________________________
 AE1421* NAD 83(1993)-  26 34 39.54171(N)    098 01 22.72031(W)     ADJUSTED  
 AE1421* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 AE1421  ___________________________________________________________________
 AE1421  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE1421  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE1421
 AE1421  HORZ ORDER  -  SECOND
 AE1421
 AE1421.The horizontal coordinates were established by classical geodetic methods
 AE1421.and adjusted by the National Geodetic Survey in February 1996..
 AE1421
 AE1421.The orthometric height was scaled from a topographic map.
 AE1421
 AE1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1421
 AE1421.The geoid height was determined by GEOID03.
 AE1421
 AE1421;                    North         East     Units Scale Factor Converg.
 AE1421;SPC TX S     - 5,101,019.807   347,518.553   MT  0.99992192   +0 12 59.7
 AE1421;SPC TX S     -16,735,595.82  1,140,150.45   sFT  0.99992192   +0 12 59.7
 AE1421;UTM  14      - 2,940,028.728   597,297.793   MT  0.99971688   +0 26 13.8
 AE1421
 AE1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1421!SPC TX S     -   1.00000082  x   0.99992192  =   0.99992274
 AE1421!UTM  14      -   1.00000082  x   0.99971688  =   0.99971770
 AE1421
 AE1421|---------------------------------------------------------------------|
 AE1421| PID    Reference Object                     Distance      Geod. Az  |
 AE1421|                                                           dddmmss.s |
 AE1421| AE0220 605 TXGS                             11.845 METERS 00521     |
 AE1421| CV2624 LOTE RM 1                            22.881 METERS 06544     |
 AE1421| CV2623 LOTE AZ MK                                         0974611.3 |
 AE1421| AE1425 LINN SW BELL TEL MICROWAVE TWR      APPROX. 9.2 KM 2501306.4 |
 AE1421| AE1422 LINN GUERRA BROS GRAIN ELEV         APPROX.10.2 KM 2594536.5 |
 AE1421| AE1424 LINN SW BELL TEL RADIO MAST         APPROX.10.0 KM 2931247.2 |
 AE1421| CV2625 LOTE RM 2                            25.211 METERS 30921     |
 AE1421|---------------------------------------------------------------------|
 AE1421
 AE1421                          SUPERSEDED SURVEY CONTROL
 AE1421
 AE1421  NAD 83(1986)-  26 34 39.54941(N)    098 01 22.68675(W) AD(       ) 2
 AE1421  NAD 27      -  26 34 38.32080(N)    098 01 21.67020(W) AD(       ) 2
 AE1421
 AE1421.Superseded values are not recommended for survey control.
 AE1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1421.See file dsdata.txt to determine how the superseded data were derived.
 AE1421
 AE1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9729840029(NAD 83)
 AE1421_MARKER: DS = TRIANGULATION STATION DISK
 AE1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1421
 AE1421  HISTORY     - Date     Condition        Report By
 AE1421  HISTORY     - 1961     MONUMENTED       CGS
 AE1421
 AE1421                          STATION DESCRIPTION
 AE1421
 AE1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1421'THE STATION IS APPROXIMATELY 9 MILES NORTH OF HARGILL, 6-1/4
 AE1421'MILES EAST OF LINN, ON THE SOUTH SIDE OF A SAND ROAD AND ON LAND
 AE1421'OWNED BY MR. JESUS VILLRREAL.
 AE1421'
 AE1421'TO REACH THE STATION FROM THE POST OFFICE IN LINN, GO NORTH
 AE1421'ON U.S. HIGHWAY 281 FOR 0.25 MILE TO A MOBIL SERVICE STATION
 AE1421'ON THE RIGHT AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT, EAST,
 AE1421'ON A SAND ROAD FOR 5.3 MILES TO A T-INTERSECTION.  TURN LEFT
 AE1421'AND GO NORTH AND EAST ON THE MAIN SAND ROAD FOR 0.4 MILE TO A
 AE1421'SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO EAST
 AE1421'AND THEN NORTH ON THE MAIN TRAVELED SAND ROAD FOR 1.7 MILES
 AE1421'TO A FORK AND AN ALUMINUM GATE.  BEAR RIGHT, EAST, FOR 129
 AE1421'FEET TO THE STATION ON THE RIGHT.  (CONTINUE EAST ON THE SAND
 AE1421'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 AE1421'
 AE1421'STATION MARKS ARE STANDARD DISKS STAMPED LOTE 1961.  THE SURFACE
 AE1421'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 AE1421'IT IS 125 FEET WEST OF THE CENTER OF A DIM TRACK ROAD, 30 FEET
 AE1421'SOUTH OF THE CENTER OF THE SAND ROAD AND 4 FEET SOUTHEAST OF
 AE1421'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 AE1421'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 AE1421'GROUND.
 AE1421'
 AE1421'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOTE NO 1 1961,
 AE1421'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 AE1421'IS 67 FEET NORTHWEST OF THE CENTER OF THE DIM TRACK ROAD,
 AE1421'11 FEET NORTH OF THE CENTER OF THE SAND ROAD AND 1 FOOT SOUTH
 AE1421'OF A FENCE.
 AE1421'
 AE1421'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOTE NO 2 1961,
 AE1421'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 AE1421'IS 60 FEET EAST OF THE CENTER OF THE ALUMINUM GATE, 13 FEET
 AE1421'NORTH OF THE CENTER OF THE SAND ROAD AND 6 INCHES SOUTH OF THE
 AE1421'FENCE.
 AE1421'
 AE1421'AZIMUTH MARK, A STANDARD DISK STAMPED LOTE 1961, IS SET IN A
 AE1421'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 10 FEET
 AE1421'NORTH OF THE CENTER OF THE SAND ROAD, 2 FEET WEST OF A METAL
 AE1421'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 AE1421'
 AE1421'STATION NO. 605, IS A U.S. COAST AND GEODETIC SURVEY AND
 AE1421'STATE SURVEY BENCH MARK DISK STAMPED 605, SET IN THE TOP OF A 6
 AE1421'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 129
 AE1421'FEET EAST OF THE CENTER OF THE ROAD FORK, 10 FEET NORTH OF
 AE1421'THE CENTER OF THE SAND ROAD AND 3 FEET SOUTH OF THE FENCE.
 AE1421'
 AE1421'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1421'
 AE1421'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0872 ***********************************************************************
 BM0872  DESIGNATION -  LOTMAN
 BM0872  PID         -  BM0872
 BM0872  STATE/COUNTY-  TX/BASTROP
 BM0872  USGS QUAD   -  LAKE BASTROP (1982)
 BM0872
 BM0872                         *CURRENT SURVEY CONTROL
 BM0872  ___________________________________________________________________
 BM0872* NAD 83(1993)-  30 08 52.20978(N)    097 15 28.93768(W)     ADJUSTED  
 BM0872* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 BM0872  ___________________________________________________________________
 BM0872  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BM0872  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0872
 BM0872  HORZ ORDER  -  FIRST
 BM0872
 BM0872.The horizontal coordinates were established by classical geodetic methods
 BM0872.and adjusted by the National Geodetic Survey in February 1996..
 BM0872
 BM0872.The orthometric height was scaled from a topographic map.
 BM0872
 BM0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0872
 BM0872.The geoid height was determined by GEOID03.
 BM0872
 BM0872;                    North         East     Units Scale Factor Converg.
 BM0872;SPC TX C     - 3,057,436.658   996,242.832   MT  0.99999183   +1 35 02.2
 BM0872;SPC TX C     -10,030,940.10  3,268,506.69   sFT  0.99999183   +1 35 02.2
 BM0872;UTM  14      - 3,336,448.100   667,771.502   MT  0.99994727   +0 52 30.3
 BM0872
 BM0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0872!SPC TX C     -   0.99997520  x   0.99999183  =   0.99996703
 BM0872!UTM  14      -   0.99997520  x   0.99994727  =   0.99992247
 BM0872
 BM0872|---------------------------------------------------------------------|
 BM0872| PID    Reference Object                     Distance      Geod. Az  |
 BM0872|                                                           dddmmss.s |
 BM0872| BM0873 USGS MARK NEAR STA LOTMAN 1935       26.813 METERS 00550     |
 BM0872| CV5559 LOTMAN RM 1                          28.039 METERS 06335     |
 BM0872| CV5558 LOTMAN AZ MK                                       1674656.0 |
 BM0872| BM0878 ELGIN MUNICIPAL TANK                APPROX.25.1 KM 3341422.6 |
 BM0872| CV5560 LOTMAN RM 2                          26.862 METERS 34807     |
 BM0872|---------------------------------------------------------------------|
 BM0872
 BM0872                          SUPERSEDED SURVEY CONTROL
 BM0872
 BM0872  NAD 83(1986)-  30 08 52.23047(N)    097 15 28.92003(W) AD(       ) 1
 BM0872  NAD 27      -  30 08 51.45400(N)    097 15 27.95300(W) AD(       ) 1
 BM0872
 BM0872.Superseded values are not recommended for survey control.
 BM0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0872.See file dsdata.txt to determine how the superseded data were derived.
 BM0872
 BM0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6777236448(NAD 83)
 BM0872_MARKER: DS = TRIANGULATION STATION DISK
 BM0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0872
 BM0872  HISTORY     - Date     Condition        Report By
 BM0872  HISTORY     - 1935     MONUMENTED       CGS
 BM0872  HISTORY     - 1937     GOOD             TXHD
 BM0872
 BM0872                          STATION DESCRIPTION
 BM0872
 BM0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0872'THIS STATION IS ABOUT 5 MILES NE OF BASTROP AND 15 MILES SE
 BM0872'OF ELGIN.  MARK IS ON THE S END OF A WOODED RIDGE, 15 FEET
 BM0872'SE OF AN 8-INCH OAK, 24 FEET NE OF A 2-FOOT PINE TREE, 26 FEET
 BM0872'E OF THE W EDGE OF THE RIDGE, AND ABOUT 130 FEET N OF THE S
 BM0872'END OF THE RIDGE.  MARK PROJECTS 6 INCHES.
 BM0872'
 BM0872'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM0872'BRONZE DISKS SET IN CONCRETE.
 BM0872'
 BM0872'REFERENCE MARK NO. 1 IS NE OF THE STATION, 13 FEET N OF AN
 BM0872'8-INCH OAK TREE, AND 23 FEET S OF A 24-INCH LEANING OAK TREE.
 BM0872'MARK PROJECTS 8 INCHES.
 BM0872'
 BM0872'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 35 FEET E OF THE
 BM0872'W EDGE OF THE RIDGE, AND 15 FEET E OF A 14-INCH OAK TREE.
 BM0872'MARK PROJECTS 8 INCHES.
 BM0872'
 BM0872'AZIMUTH MARK IS SSE OF THE STATION, 8 FEET E OF THE CENTER
 BM0872'LINE OF THE WOODS ROAD TO STATION, AND 0.25 MILE S OF THE
 BM0872'PIPE LINE.  MARK PROJECTS 6 INCHES.
 BM0872'
 BM0872'U.S.G.S. MARK IS N OF THE STATION, AND 27.2 FEET E OF R.M. NO. 2.
 BM0872'THE MARK IS AN IRON PIPE, PROJECTING 10 INCHES, WITH CAP ON
 BM0872'TOP.  CAP HAS NO DATA STAMPED ON IT.
 BM0872'
 BM0872'TO REACH STATION FROM GIDDINGS, GO W ON T-20 TO TOWN OF PAIGE,
 BM0872'CONTINUE W ON T-20 1.5 MILES TO JUNCTION OF T-20 AND O.S.R.,
 BM0872'GO SW ON O.S.R., 9.55 MILES TO EDGE OF LUMBER CAMP.  TURN RIGHT
 BM0872'ALONG E EDGE OF LUMBER CAMP AND FOLLOW WOODS ROAD 1.25 MILES
 BM0872'TO PIPE LINE CLEARING.  TURN LEFT AND FOLLOW PIPE LINE 0.25
 BM0872'MILE TO TOP OF RIDGE AND STATION, ABOUT 150 PACES S.
 BM0872'
 BM0872'ALL LIGHTS COME INTO VIEW AT 48 FEET.
 BM0872
 BM0872                          STATION RECOVERY (1937)
 BM0872
 BM0872'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0872'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 BM0872'FOLLOWING CHANGE IN DESCRIPTION TO BE MADE--TO REACH STATION
 BM0872'FROM BASTROP,-BEGINNING AT THE INTERSECTION AT U.S. HIGHWAY 290
 BM0872'AND CHESTNUT STREET, WHICH IS THE MAIN STREET IN BASTROP, FOLLOW
 BM0872'U.S. HIGHWAY 290 E AND N 5.7 MILES TO WHERE PIPE LINE CROSSES
 BM0872'HIGHWAY, MARKED BY CONCRETE POST PAINTED RED, WITH THE WORDS
 BM0872'UNITED GAS PRINTED ON SIDES, AND MAY BE FOUND ALONG HIGHWAY
 BM0872'RIGHT-OF-WAY LINE, TURN LEFT, FOLLOW PIPE LINE CLEARING
 BM0872'AND DIM ROAD 0.25 MILE TO STEEP ROCKY RIDGE.  STATION IS 400
 BM0872'FEET LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1305 ***********************************************************************
 BZ1305  DESIGNATION -  LOTT
 BZ1305  PID         -  BZ1305
 BZ1305  STATE/COUNTY-  TX/FALLS
 BZ1305  USGS QUAD   -  LOTT (1993)
 BZ1305
 BZ1305                         *CURRENT SURVEY CONTROL
 BZ1305  ___________________________________________________________________
 BZ1305* NAD 83(1993)-  31 12 04.58807(N)    097 03 13.77045(W)     ADJUSTED  
 BZ1305* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 BZ1305  ___________________________________________________________________
 BZ1305  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 BZ1305  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BZ1305
 BZ1305  HORZ ORDER  -  FIRST
 BZ1305
 BZ1305.The horizontal coordinates were established by classical geodetic methods
 BZ1305.and adjusted by the National Geodetic Survey in February 1996..
 BZ1305
 BZ1305.The orthometric height was scaled from a topographic map.
 BZ1305
 BZ1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1305
 BZ1305.The geoid height was determined by GEOID03.
 BZ1305
 BZ1305;                    North         East     Units Scale Factor Converg.
 BZ1305;SPC TX C     - 3,174,725.802 1,012,466.898   MT  0.99988780   +1 41 20.9
 BZ1305;SPC TX C     -10,415,746.24  3,321,735.15   sFT  0.99988780   +1 41 20.9
 BZ1305;UTM  14      - 3,453,540.305   685,418.911   MT  1.00002408   +1 00 30.6
 BZ1305
 BZ1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1305!SPC TX C     -   0.99997664  x   0.99988780  =   0.99986445
 BZ1305!UTM  14      -   0.99997664  x   1.00002408  =   1.00000072
 BZ1305
 BZ1305|---------------------------------------------------------------------|
 BZ1305| PID    Reference Object                     Distance      Geod. Az  |
 BZ1305|                                                           dddmmss.s |
 BZ1305| CV5562 LOTT RM 1                            44.062 METERS 06400     |
 BZ1305| BZ1306 LOTT CITY WATER TANK                APPROX. 1.9 KM 0721417.7 |
 BZ1305| BZ1401 ROSEBUD WATER TANK                  APPROX.15.1 KM 1511829.4 |
 BZ1305| CV5561 LOTT AZ MK                                         2403336.4 |
 BZ1305| CV5563 LOTT RM 2                            26.780 METERS 28228     |
 BZ1305| BZ1302 CHILTON STANDPIPE                   APPROX. 9.6 KM 3550826.6 |
 BZ1305|---------------------------------------------------------------------|
 BZ1305
 BZ1305                          SUPERSEDED SURVEY CONTROL
 BZ1305
 BZ1305  NAD 83(1986)-  31 12 04.59830(N)    097 03 13.75327(W) AD(       ) 1
 BZ1305  NAD 27      -  31 12 03.95200(N)    097 03 12.77900(W) AD(       ) 1
 BZ1305
 BZ1305.Superseded values are not recommended for survey control.
 BZ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1305.See file dsdata.txt to determine how the superseded data were derived.
 BZ1305
 BZ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV8541953540(NAD 83)
 BZ1305_MARKER: DS = TRIANGULATION STATION DISK
 BZ1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1305
 BZ1305  HISTORY     - Date     Condition        Report By
 BZ1305  HISTORY     - 1943     MONUMENTED       CGS
 BZ1305  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ1305
 BZ1305                          STATION DESCRIPTION
 BZ1305
 BZ1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1305'ABOUT 1.2 MILES WSW OF LOTT ON LAND OWNED BY JOE BAILY OF LOTT.
 BZ1305'THE STATION IS IN OPEN PASTURE LAND, 15 FEET N OF THE N ROAD
 BZ1305'FENCE IN THE HIGH PART OF THE FIELD AND ABOUT 22 FEET NE OF
 BZ1305'A TELEPHONE POLE, 17 PACES N OF A SMALL, LONE TREE, WITH
 BZ1305'TRIANGULAR BLAZE.  THE MARK PROJECTS 8 INCHES AND IS STAMPED LOTT
 BZ1305'1943.
 BZ1305'
 BZ1305'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1305'DISKS SET IN CONCRETE.
 BZ1305'
 BZ1305'REFERENCE MARK NO.1 IS E OF THE STATION IN THE FENCE LINE
 BZ1305'ALONG THE ROAD.  THE MARK PROJECTS 8 INCHES.
 BZ1305'
 BZ1305'REFERENCE MARK NO.2 IS NW OF THE STATION IN THE OPEN PASTURE
 BZ1305'FIELD ABOUT 60 FEET N OF THE ROAD.  THE MARK PROJECTS 8 INCHES.
 BZ1305'
 BZ1305'THE AZIMUTH MARK IS 0.3 MILE W OF THE STATION, 78 FEET N OF THE
 BZ1305'ROAD, 1 FOOT NE OF CROOK IN FENCE, AND 38 FEET N OF MAIN FENCE
 BZ1305'CORNER.  THE MARK PROJECTS 5 INCHES.
 BZ1305'
 BZ1305'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 BZ1305'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BZ1305'
 BZ1305'REACHED FROM THE W EDGE OF LOTT AT THE RAILROAD CROSSING, GO
 BZ1305'SW ON PAVED ROAD 0.15 MI. TO ROAD LEADING TO THE RIGHT.  TURN
 BZ1305'RIGHT AND GO 0.35 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO 0.35
 BZ1305'MILE TO A JOG TO THE RIGHT OF 0.05 MILE AND THEN LEFT 0.45 MILE
 BZ1305'TO TOP OF HILL AND STATION ON THE RIGHT.
 BZ1305'
 BZ1305'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BZ1305
 BZ1305                          STATION RECOVERY (2001)
 BZ1305
 BZ1305'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1306 ***********************************************************************
 BZ1306  DESIGNATION -  LOTT CITY WATER TANK
 BZ1306  PID         -  BZ1306
 BZ1306  STATE/COUNTY-  TX/FALLS
 BZ1306  USGS QUAD   -  LOTT (1993)
 BZ1306
 BZ1306                         *CURRENT SURVEY CONTROL
 BZ1306  ___________________________________________________________________
 BZ1306* NAD 83(1993)-  31 12 23.16296(N)    097 02 06.28847(W)     ADJUSTED  
 BZ1306* NAVD 88     -                                                        
 BZ1306  ___________________________________________________________________
 BZ1306  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 BZ1306  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BZ1306
 BZ1306  HORZ ORDER  -  THIRD
 BZ1306
 BZ1306.The horizontal coordinates were established by classical geodetic methods
 BZ1306.and adjusted by the National Geodetic Survey in February 1996..
 BZ1306
 BZ1306
 BZ1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1306
 BZ1306.The geoid height was determined by GEOID03.
 BZ1306
 BZ1306;                    North         East     Units Scale Factor Converg.
 BZ1306;SPC TX C     - 3,175,350.360 1,014,235.415   MT  0.99988812   +1 41 55.7
 BZ1306;SPC TX C     -10,417,795.31  3,327,537.36   sFT  0.99988812   +1 41 55.7
 BZ1306;UTM  14      - 3,454,143.899   687,194.971   MT  1.00003224   +1 01 06.1
 BZ1306
 BZ1306                          SUPERSEDED SURVEY CONTROL
 BZ1306
 BZ1306  NAD 83(1986)-  31 12 23.17326(N)    097 02 06.27151(W) AD(       ) 4
 BZ1306  NAD 27      -  31 12 22.52700(N)    097 02 05.30100(W) AD(       ) 3
 BZ1306
 BZ1306.Superseded values are not recommended for survey control.
 BZ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1306.See file dsdata.txt to determine how the superseded data were derived.
 BZ1306
 BZ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV8719554144(NAD 83)
 BZ1306_MARKER: 51 = TANK
 BZ1306
 BZ1306  HISTORY     - Date     Condition        Report By
 BZ1306  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1306  HISTORY     - 19910423 GOOD             USPSQD
 BZ1306  HISTORY     - 20010318 GOOD             USPSQD
 BZ1306
 BZ1306                          STATION DESCRIPTION
 BZ1306
 BZ1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1306'THIS INTERSECTION STATION IS IN THE TOWN OF LOTT ABOUT
 BZ1306'100 FEET N OF THE MAIN BUSINESS DISTRICT (STATE ROUTE 77).
 BZ1306'THIS IS A SILVER WATER TANK ABOUT 75 FEET HIGH SET ON SQUARE
 BZ1306'STRUCTURAL STEEL BASE.  THE MAIN SECTION OF THE TANK IS
 BZ1306'CYLINDERICAL WITH A CONE-SHAPED ROOF AND BOTTOM.  THE APEX
 BZ1306'OF THE ROOF WAS THE POINT OBSERVED ON.
 BZ1306
 BZ1306                          STATION RECOVERY (1991)
 BZ1306
 BZ1306'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1306'RECOVERED IN GOOD CONDITION.
 BZ1306
 BZ1306                          STATION RECOVERY (2001)
 BZ1306
 BZ1306'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9237 ***********************************************************************
 AF9237  DESIGNATION -  LOTT ET
 AF9237  PID         -  AF9237
 AF9237  STATE/COUNTY-  TX/STONEWALL
 AF9237  USGS QUAD   -  SEVEN DIAMOND L CANYON (1981)
 AF9237
 AF9237                         *CURRENT SURVEY CONTROL
 AF9237  ___________________________________________________________________
 AF9237* NAD 83(1993)-  33 16 47.78148(N)    100 22 32.91850(W)     ADJUSTED  
 AF9237* NAVD 88     -       560.7    (meters)    1840.     (feet)  VERTCON   
 AF9237  ___________________________________________________________________
 AF9237  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 AF9237  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AF9237
 AF9237  HORZ ORDER  -  THIRD
 AF9237
 AF9237.The horizontal coordinates were established by classical geodetic methods
 AF9237.and adjusted by the National Geodetic Survey in July 1998..
 AF9237
 AF9237.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9237
 AF9237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9237
 AF9237.The geoid height was determined by GEOID03.
 AF9237
 AF9237;                    North         East     Units Scale Factor Converg.
 AF9237;SPC TXNC     - 2,180,456.096   425,285.304   MT  0.99988053   -1 01 23.0
 AF9237;SPC TXNC     - 7,153,713.04  1,395,290.20   sFT  0.99988053   -1 01 23.0
 AF9237;UTM  14      - 3,683,165.914   371,879.961   MT  0.99980238   -0 45 18.2
 AF9237
 AF9237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9237!SPC TXNC     -   0.99991629  x   0.99988053  =   0.99979683
 AF9237!UTM  14      -   0.99991629  x   0.99980238  =   0.99971868
 AF9237
 AF9237                          SUPERSEDED SURVEY CONTROL
 AF9237
 AF9237  NGVD 29 (07/17/98)  560.5    (m)         1839.     (f) VERT ANG       
 AF9237
 AF9237.Superseded values are not recommended for survey control.
 AF9237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9237.See file dsdata.txt to determine how the superseded data were derived.
 AF9237
 AF9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7188083166(NAD 83)
 AF9237_MARKER: DS = TRIANGULATION STATION DISK
 AF9237
 AF9237  HISTORY     - Date     Condition        Report By
 AF9237  HISTORY     - 1958     MONUMENTED       USGS
 AF9237
 AF9237                          STATION DESCRIPTION
 AF9237
 AF9237'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9237'STATION IS LOCATED 6 MI. NW. OF SWENSON, 11.5 MI. E-NE. OF JAYTON, ON
 AF9237'A SMALL SCRUB OAK COVERED HILL, 1250 FT. S. OF A COUNTY RD. ON LAND
 AF9237'OWNED BY MR. PAT MITCHELL WHO LIVES IN ASPERMONT.
 AF9237'THE STATION WAS REACHED FROM SWENSON BY GOING W. ONE MI. TO FARM ROAD
 AF9237'1646, THENCE N. 5.0 MI. TO A CROSSROAD.  TURN W. (LEFT) 3.2 MI. ON THE
 AF9237'COUNTY RD.  THE STATION MARK IS 1250 FT. S. OF THE RD. ON THE HIGHEST
 AF9237'AND MOST PROMINENT SCRUB OAK COVERED SAND HILL.
 AF9237'STATION MARK--A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 AF9237'FLUSH WITH THE GROUND AND STAMPED---LOTT-ET 1958 1839---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1635 ***********************************************************************
 BL1635  DESIGNATION -  LOUETTA AZ MK
 BL1635  PID         -  BL1635
 BL1635  STATE/COUNTY-  TX/HARRIS
 BL1635  USGS QUAD   -  TOMBALL (1979)
 BL1635
 BL1635                         *CURRENT SURVEY CONTROL
 BL1635  ___________________________________________________________________
 BL1635* NAD 83(1986)-  30 00 58.     (N)    095 35 32.     (W)     SCALED    
 BL1635* NAVD 88     -        43.98   (+/-2cm)     144.3    (feet)  VERTCON   
 BL1635  ___________________________________________________________________
 BL1635  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1635
 BL1635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1635
 BL1635.The horizontal coordinates were scaled from a topographic map and have
 BL1635.an estimated accuracy of +/- 6 seconds.
 BL1635
 BL1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1635.The vertical order pertains to the NGVD 29 superseded value.
 BL1635
 BL1635.The geoid height was determined by GEOID03.
 BL1635
 BL1635;                    North         East    Units  Estimated Accuracy
 BL1635;SPC TXSC     - 4,246,700.      928,680.      MT  (+/- 180 meters Scaled)
 BL1635
 BL1635                          SUPERSEDED SURVEY CONTROL
 BL1635
 BL1635  NGVD 29 (??/??/92)   43.969  (m)          144.25   (f) ADJ UNCH    2 0
 BL1635
 BL1635.Superseded values are not recommended for survey control.
 BL1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1635.See file dsdata.txt to determine how the superseded data were derived.
 BL1635
 BL1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP499234(NAD 83)
 BL1635_MARKER: DZ = AZIMUTH MARK DISK
 BL1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1635_STAMPING: LOUETTA 1952
 BL1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1635+STABILITY: SURFACE MOTION
 BL1635
 BL1635  HISTORY     - Date     Condition        Report By
 BL1635  HISTORY     - 1952     MONUMENTED       CGS
 BL1635  HISTORY     - 1954     GOOD             NGS
 BL1635
 BL1635                          STATION DESCRIPTION
 BL1635
 BL1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1635'8.15 MI NE FROM CYPRESS.
 BL1635'7.85 MILES NORTHEAST ALONG THE SPRING AND CYPRESS ROAD FROM THE POST
 BL1635'OFFICE AT CYPRESS, THENCE 0.3 MILE NORTHWEST ALONG FARM ROAD 149, 84
 BL1635'FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO A
 BL1635'SMALL WHITE HOUSE, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM
 BL1635'ROAD, 1 FOOT NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST,
 BL1635'0.35 MILE NORTHWEST OF TRIANGULATION STATION LOUETTA 1952, SET IN THE
 BL1635'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1632 ***********************************************************************
 BL1632  DESIGNATION -  LOUETTA RM 1
 BL1632  PID         -  BL1632
 BL1632  STATE/COUNTY-  TX/HARRIS
 BL1632  USGS QUAD   -  TOMBALL (1979)
 BL1632
 BL1632                         *CURRENT SURVEY CONTROL
 BL1632  ___________________________________________________________________
 BL1632* NAD 83(1986)-  30 00 47.     (N)    095 35 20.     (W)     SCALED    
 BL1632* NAVD 88     -        43.24   (+/-2cm)     141.9    (feet)  VERTCON   
 BL1632  ___________________________________________________________________
 BL1632  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1632
 BL1632  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1632
 BL1632.The horizontal coordinates were scaled from a topographic map and have
 BL1632.an estimated accuracy of +/- 6 seconds.
 BL1632
 BL1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1632.The vertical order pertains to the NGVD 29 superseded value.
 BL1632
 BL1632.The geoid height was determined by GEOID03.
 BL1632
 BL1632;                    North         East    Units  Estimated Accuracy
 BL1632;SPC TXSC     - 4,246,380.      929,010.      MT  (+/- 180 meters Scaled)
 BL1632
 BL1632                          SUPERSEDED SURVEY CONTROL
 BL1632
 BL1632  NGVD 29 (??/??/92)   43.231  (m)          141.83   (f) ADJ UNCH    1 2
 BL1632
 BL1632.Superseded values are not recommended for survey control.
 BL1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1632.See file dsdata.txt to determine how the superseded data were derived.
 BL1632
 BL1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP502230(NAD 83)
 BL1632_MARKER: DR = REFERENCE MARK DISK
 BL1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1632_STAMPING: LOUETTA NO 1 1952
 BL1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1632+STABILITY: SURFACE MOTION
 BL1632
 BL1632  HISTORY     - Date     Condition        Report By
 BL1632  HISTORY     - 1952     MONUMENTED       CGS
 BL1632  HISTORY     - 1954     GOOD             NGS
 BL1632  HISTORY     - 1978     GOOD             NGS
 BL1632  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1632
 BL1632                          STATION DESCRIPTION
 BL1632
 BL1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1632'7.95 MI NE FROM CYPRESS.
 BL1632'7.95 MILES NORTHEAST ALONG THE SPRING AND CYPRESS ROAD FROM THE POST
 BL1632'OFFICE AT CYPRESS, 0.1 MILE EAST OF AN INTERSECTION WITH FARM ROAD
 BL1632'149, 89.0 FEET SOUTHEAST OF TRIANGULATION STATION LOUETTA 1952, 25
 BL1632'FEET SOUTH OF THE CENTER LINE OF A DIRT TRACK ROAD, 0.8 FOOT SOUTH OF
 BL1632'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 BL1632'ABOVE THE GROUND.
 BL1632
 BL1632                          STATION RECOVERY (1978)
 BL1632
 BL1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1632'7.9 MILES NORTHEAST ALONG CYPRESS-SPRING ROAD FROM THE JUNCTION OF
 BL1632'CYPRESS-SPRING ROAD AND U.S. HIGHWAY 290 IN CYPRESS, 0.1 MILES EAST
 BL1632'OF THE JUNCTION OF FARM ROAD 149 AND CYPRESS SPRING ROAD, 111.7 FEET
 BL1632'EAST OF A POWER POLE, NUMBER C 877-40T, 104.6 FEET WEST OF A POWER
 BL1632'POLE WITH A TRANSFORMER, 102 FEET SOUTHEAST OF THE CENTERLINE OF
 BL1632'CYPRESS-SPRING ROAD, AND 25 FEET SOUTH OF THE CENTER OF A FAINT DIRT
 BL1632'ROAD LEADING EAST.
 BL1632
 BL1632                          STATION RECOVERY (1986)
 BL1632
 BL1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1634 ***********************************************************************
 BL1634  DESIGNATION -  LOUETTA RM 2
 BL1634  PID         -  BL1634
 BL1634  STATE/COUNTY-  TX/HARRIS
 BL1634  USGS QUAD   -  TOMBALL (1979)
 BL1634
 BL1634                         *CURRENT SURVEY CONTROL
 BL1634  ___________________________________________________________________
 BL1634* NAD 83(1986)-  30 00 47.     (N)    095 35 21.     (W)     SCALED    
 BL1634* NAVD 88     -        43.43   (+/-2cm)     142.5    (feet)  VERTCON   
 BL1634  ___________________________________________________________________
 BL1634  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1634
 BL1634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1634
 BL1634.The horizontal coordinates were scaled from a topographic map and have
 BL1634.an estimated accuracy of +/- 6 seconds.
 BL1634
 BL1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1634.The vertical order pertains to the NGVD 29 superseded value.
 BL1634
 BL1634.The geoid height was determined by GEOID03.
 BL1634
 BL1634;                    North         East    Units  Estimated Accuracy
 BL1634;SPC TXSC     - 4,246,370.      928,990.      MT  (+/- 180 meters Scaled)
 BL1634
 BL1634                          SUPERSEDED SURVEY CONTROL
 BL1634
 BL1634  NGVD 29 (??/??/92)   43.428  (m)          142.48   (f) ADJ UNCH    2 0
 BL1634
 BL1634.Superseded values are not recommended for survey control.
 BL1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1634.See file dsdata.txt to determine how the superseded data were derived.
 BL1634
 BL1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP502230(NAD 83)
 BL1634_MARKER: DR = REFERENCE MARK DISK
 BL1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1634_STAMPING: LOUETTA NO 2 1952
 BL1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1634+STABILITY: SURFACE MOTION
 BL1634
 BL1634  HISTORY     - Date     Condition        Report By
 BL1634  HISTORY     - 1952     MONUMENTED       CGS
 BL1634  HISTORY     - 1954     GOOD             NGS
 BL1634  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1634
 BL1634                          STATION DESCRIPTION
 BL1634
 BL1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1634'7.95 MI NE FROM CYPRESS.
 BL1634'7.95 MILES NORTHEAST ALONG THE SPRING AND CYPRESS ROAD FROM THE POST
 BL1634'OFFICE AT CYPRESS, 0.1 MILE EAST OF AN INTERSECTION WITH FARM ROAD
 BL1634'149, 92.0 FEET SOUTHWEST OF TRIANGULATION STATION LOUETTA 1952, 65
 BL1634'FEET SOUTH OF THE CENTER LINE OF THE SPRING AND CYPRESS ROAD, 7 FEET
 BL1634'EAST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE, 2 FEET SOUTHEAST OF A
 BL1634'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BL1634'FOOT ABOVE THE GROUND.
 BL1634
 BL1634                          STATION RECOVERY (1978)
 BL1634
 BL1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1634'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2799 ***********************************************************************
 CS2799  DESIGNATION -  LOUFOOTE
 CS2799  PID         -  CS2799
 CS2799  STATE/COUNTY-  TX/DALLAS
 CS2799  USGS QUAD   -  OAK CLIFF (1981)
 CS2799
 CS2799                         *CURRENT SURVEY CONTROL
 CS2799  ___________________________________________________________________
 CS2799* NAD 83(1993)-  32 37 57.02201(N)    096 49 23.28348(W)     ADJUSTED  
 CS2799* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 CS2799  ___________________________________________________________________
 CS2799  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 CS2799  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CS2799
 CS2799  HORZ ORDER  -  FIRST
 CS2799
 CS2799.The horizontal coordinates were established by classical geodetic methods
 CS2799.and adjusted by the National Geodetic Survey in February 1996..
 CS2799
 CS2799.The orthometric height was scaled from a topographic map.
 CS2799
 CS2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2799
 CS2799.The geoid height was determined by GEOID03.
 CS2799
 CS2799;                    North         East     Units Scale Factor Converg.
 CS2799;SPC TXNC     - 2,108,357.863   757,332.373   MT  0.99989920   +0 54 52.4
 CS2799;SPC TXNC     - 6,917,170.76  2,484,681.29   sFT  0.99989920   +0 54 52.4
 CS2799;UTM  14      - 3,612,640.304   704,213.278   MT  1.00011426   +1 10 27.4
 CS2799
 CS2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2799!SPC TXNC     -   0.99997246  x   0.99989920  =   0.99987166
 CS2799!UTM  14      -   0.99997246  x   1.00011426  =   1.00008671
 CS2799
 CS2799|---------------------------------------------------------------------|
 CS2799| PID    Reference Object                     Distance      Geod. Az  |
 CS2799|                                                           dddmmss.s |
 CS2799| CY1533 LOUFOOTE RM 1                        61.378 METERS 04253     |
 CS2799| CY1532 LOUFOOTE AZ MK                                     0784530.1 |
 CS2799| CY1534 LOUFOOTE RM 2                        52.423 METERS 35717     |
 CS2799|---------------------------------------------------------------------|
 CS2799
 CS2799                          SUPERSEDED SURVEY CONTROL
 CS2799
 CS2799  NAD 83(1986)-  32 37 57.02839(N)    096 49 23.26539(W) AD(       ) 1
 CS2799  NAD 27      -  32 37 56.54300(N)    096 49 22.27000(W) AD(       ) 1
 CS2799
 CS2799.Superseded values are not recommended for survey control.
 CS2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2799.See file dsdata.txt to determine how the superseded data were derived.
 CS2799
 CS2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0421312640(NAD 83)
 CS2799_MARKER: DS = TRIANGULATION STATION DISK
 CS2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2799
 CS2799  HISTORY     - Date     Condition        Report By
 CS2799  HISTORY     - 1947     MONUMENTED       CGS
 CS2799  HISTORY     - 1958     GOOD             CGS
 CS2799  HISTORY     - 1961     SEE DESCRIPTION  CGS
 CS2799
 CS2799                          STATION DESCRIPTION
 CS2799
 CS2799'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2799'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF LANCASTER,
 CS2799'AND ABOUT 9 MILES SOUTH OF DALLAS, ON THE PROPERTY OF THE
 CS2799'LOU FOOTE FLYING FIELD.  IT IS 78 FEET WEST OF THE CENTERLINE
 CS2799'OF U.S. HIGHWAY 77, 18 FEET WEST OF A WITNESS POST, A TELEPHONE
 CS2799'POLE, AND A NORTH-SOUTH FENCE LINE, AND 17 FEET NORTH OF A
 CS2799'PICKET FENCE.  THE DISK IS STAMPED LOUFOOTE 1947 AND PROJECTS
 CS2799'1 INCH.
 CS2799'
 CS2799'REFERENCE MARK NO. 1 IS 201.37 FEET NORTHEAST OF THE STATION,
 CS2799'62 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 8 FEET
 CS2799'SOUTH OF A POWER POLE, AND 3 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY
 CS2799'POST.  THE DISK IS STAMPED LOUFOOTE NO 1 1947 AND PROJECTS 6
 CS2799'INCHES.
 CS2799'
 CS2799'REFERENCE MARK NO. 2 IS 171.99 FEET NORTH OF THE STATION, 36
 CS2799'FEET WEST-NORTHWEST OF A FENCE CORNER AND A TELEPHONE POLE,
 CS2799'1 FOOT SOUTH OF A FENCE, AND 29 FEET SOUTHEAST OF THE SOUTHEAST
 CS2799'GATE POST AT THE ENTRANCE TO THE FIELD.  THE DISK IS STAMPED
 CS2799'LOUFOOTE NO 2 1947 AND PROJECTS 4 INCHES.
 CS2799'
 CS2799'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST-NORTHEAST
 CS2799'OF THE STATION, 23 FEET SOUTH OF THE CENTERLINE OF A MACADAM
 CS2799'ROAD, 4 FEET SOUTH OF AN EAST-WEST FENCE LINE, 2 FEET WEST
 CS2799'OF A POWER POLE, AND 5.7 FEET SOUTHEAST OF A WITNESS POST.
 CS2799'THE DISK IS STAMPED LOUFOOTE 1947 AND PROJECTS 2 INCHES.
 CS2799'
 CS2799'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CS2799'AND 77, IN DALLAS, GO SOUTH ON U.S. HIGHWAY 77 FOR 10 MILE
 CS2799'TO THE JUNCTION WITH A MACADAM ROAD.  TURN RIGHT FOR 100 FEET,
 CS2799'THENCE LEFT THRU THE ENTRANCE GATE TO THE LOU FOOTE FLYING FIELD,
 CS2799'AND THEN SOUTH ALONG THE EAST FENCE FOR 175 FEET TO THE
 CS2799'STATION AS DESCRIBED.
 CS2799'
 CS2799'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE MACADAM
 CS2799'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CS2799'
 CS2799'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 CS2799
 CS2799                          STATION RECOVERY (1958)
 CS2799
 CS2799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EBP)
 CS2799'STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED IN
 CS2799'GOOD CONDITION.  A REVISED DESCRIPTION IS AS FOLLOWS.  STATION
 CS2799'IS LOCATED ABOUT 10 MILES AIRLINE SOUTH OF THE CENTER OF DALLAS,
 CS2799'5 MILES NORTHWEST OF LANCASTER AND AT THE HIGHWAY 77 AIRPORT
 CS2799'WHICH WAS ORIGINALLY CALLED LOUFOOTE FLYING FIELD.  IT IS 78 FEET
 CS2799'WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO. 77,
 CS2799'15 FEET NORTH OF AN EAST-WEST PICKET FENCE WHICH IS THE
 CS2799'NORTH BOUNDARY LINE OF THE HANGER 2 AREA, 18 FEET WEST,
 CS2799'NORTHWEST OF A POWER POLE AND ABOUT 65 FEET EAST OF A GREY
 CS2799'STUCCO BUILDING USED FOR A SHOP AND STORE ROOM.  A STANDARD
 CS2799'STATION DISK STAMPED LOUFOOTE 1947 IN A CONCRETE MONUMENT
 CS2799'WHICH IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GRASS
 CS2799'GROWN YARD AND PARKING AREA.
 CS2799'
 CS2799'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOUFOOTE 1947
 CS2799'IN A CONCRETE MONUMENT FLUSH WITH THE GROUND, 0.2 MILE EAST,
 CS2799'NORTHEAST OF THE STATION, 25 FEET SOUTH OF THE APPROXIMATE
 CS2799'CENTERLINE OF DANIELDALE ROAD AND ABOUT 75 YARDS EAST OF
 CS2799'THE CENTERLINE OF A ROAD LEADING SOUTH.
 CS2799'
 CS2799'REFERENCE NO. 1 IS A STANDARD DISK STAMPED LOUFOOTE 1947
 CS2799'NO. 1 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES, 201.4
 CS2799'FEET NORTHEAST OF THE STATION, 8 FEET SOUTHEAST OF A POWER
 CS2799'POLE, 5 FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY POST AND
 CS2799'62 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY.
 CS2799'
 CS2799'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LOUFOOTE
 CS2799'1947 NO. 2 IN A CONCRETE POST FLUSH WITH THE GRASS GROWN YARD,
 CS2799'ABOUT 30 YARDS SOUTH OF THE CENTERLINE OF DANIELDALE ROAD
 CS2799'LEADING WEST, 28 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY
 CS2799'AND 172 FEET NORTH OF THE STATION, NEAR THE NORTHEAST CORNER
 CS2799'OF THE FIELD PROPERTY.
 CS2799'
 CS2799'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 80 AND 77
 CS2799'IN DALLAS.  GO SOUTH ON U.S. HIGHWAY NO. 77, 10.0 MILES
 CS2799'TO HIGHWAY 77 AIRPORT AND THE STATION ON THE RIGHT AS DESCRIBED.
 CS2799'
 CS2799'TO REACH THE AZIMUTH MARK, GO EAST 0.2 MILE TO THE MARK ON
 CS2799'THE RIGHT AS DESCRIBED.
 CS2799
 CS2799                          STATION RECOVERY (1961)
 CS2799
 CS2799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 CS2799'THE STATION MARKS, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS2799'MARK WERE RECOVERED IN GOOD CONDITION.
 CS2799'
 CS2799'BY REQUEST OF THE TEXAS HIGHWAY DEPARTMENT, DALLAS, TEXAS.
 CS2799'A NEW TRIANGULATION STATION LOUFOOTE 2 AND A REFERENCE MARK
 CS2799'NO. 3 WERE SET AS STATION LOUFOOTE WAS TO BE IN THE AREA
 CS2799'U.S. HIGHWAY 77 IS TO BE WIDENED.
 CS2799'
 CS2799'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CS2799'LOUFOOTE TO LOUFOOTE 2 DISTANCE BEING 42.709 METERS (140.12
 CS2799'FEET) EAST ON LINE TO THE AZIMUTH MARK.
 CS2799'
 CS2799'THE SURFACE STATION MARK AND REFERENCE MARK NO. 2 FOR LOUFOOTE
 CS2799'WERE DESTROYED 8/17/61.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 CS2799'MARK WERE USED TO SERVE LOUFOOTE 2.
 CS2799'
 CS2799'NOTE--THE UNDERGROUND MARK FOR LOUFOOTE WILL BE UNDER THE
 CS2799'ROAD BED AFTER THE CONSTRUCTION OF U.S. HIGHWAY 77 IS FINISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2792 ***********************************************************************
 CS2792  DESIGNATION -  LOUFOOTE 2
 CS2792  PID         -  CS2792
 CS2792  STATE/COUNTY-  TX/DALLAS
 CS2792  USGS QUAD   -  OAK CLIFF (1981)
 CS2792
 CS2792                         *CURRENT SURVEY CONTROL
 CS2792  ___________________________________________________________________
 CS2792* NAD 83(1993)-  32 37 57.29250(N)    096 49 21.67640(W)     ADJUSTED  
 CS2792* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 CS2792  ___________________________________________________________________
 CS2792  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 CS2792  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CS2792
 CS2792  HORZ ORDER  -  THIRD
 CS2792
 CS2792.The horizontal coordinates were established by classical geodetic methods
 CS2792.and adjusted by the National Geodetic Survey in February 1996..
 CS2792.No horizontal observational check was made to the station.
 CS2792
 CS2792.The orthometric height was scaled from a topographic map.
 CS2792
 CS2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2792
 CS2792.The geoid height was determined by GEOID03.
 CS2792
 CS2792;                    North         East     Units Scale Factor Converg.
 CS2792;SPC TXNC     - 2,108,366.862   757,374.121   MT  0.99989920   +0 54 53.3
 CS2792;SPC TXNC     - 6,917,200.28  2,484,818.26   sFT  0.99989920   +0 54 53.3
 CS2792;UTM  14      - 3,612,649.494   704,254.994   MT  1.00011447   +1 10 28.3
 CS2792
 CS2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2792!SPC TXNC     -   0.99997230  x   0.99989920  =   0.99987150
 CS2792!UTM  14      -   0.99997230  x   1.00011447  =   1.00008677
 CS2792
 CS2792:                Primary Azimuth Mark                     Grid Az
 CS2792:SPC TXNC     -  LOUFOOTE AZ MK                           077 50 37.6
 CS2792:UTM  14      -  LOUFOOTE AZ MK                           077 35 02.6
 CS2792
 CS2792|---------------------------------------------------------------------|
 CS2792| PID    Reference Object                     Distance      Geod. Az  |
 CS2792|                                                           dddmmss.s |
 CS2792| CY1532 LOUFOOTE AZ MK                                     0784530.9 |
 CS2792| CY1535 LOUFOOTE 2 RM 3                      18.445 METERS 18050     |
 CS2792| CS2799 LOUFOOTE                             42.711 METERS 25845     |
 CS2792| CY1533 LOUFOOTE RM 1                        36.630 METERS 35946     |
 CS2792|---------------------------------------------------------------------|
 CS2792
 CS2792                          SUPERSEDED SURVEY CONTROL
 CS2792
 CS2792  NAD 83(1986)-  32 37 57.29888(N)    096 49 21.65832(W) AD(       ) 3
 CS2792  NAD 27      -  32 37 56.81400(N)    096 49 20.66300(W) AD(       ) 3
 CS2792
 CS2792.Superseded values are not recommended for survey control.
 CS2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2792.See file dsdata.txt to determine how the superseded data were derived.
 CS2792
 CS2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0425512649(NAD 83)
 CS2792_MARKER: DS = TRIANGULATION STATION DISK
 CS2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2792
 CS2792  HISTORY     - Date     Condition        Report By
 CS2792  HISTORY     - 1961     MONUMENTED       CGS
 CS2792  HISTORY     - 1964     SEE DESCRIPTION  CGS
 CS2792
 CS2792                          STATION DESCRIPTION
 CS2792
 CS2792'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WCR)
 CS2792'THE STATION IS ABOUT 9 MILES SOUTH OF DALLAS AND 4-1/2 MILES
 CS2792'NORTH OF LANCASTER, ON THE EAST SIDE OF U.S. HIGHWAY 77 AND
 CS2792'ON PROPERTY OWNED BY MR. FRED HART.
 CS2792'
 CS2792'TO REACH THE STATION FROM THE JUNCTION OF LOOP 12E AND U.S.
 CS2792'HIGHWAY 77 ABOUT 7 MILES SOUTH OF DALLAS, GO SOUTH ON U.S.
 CS2792'HIGHWAY 77 FOR 3.7 MILES TO THE CROSSROAD INTERSECTION OF
 CS2792'DANIELDALE ROAD.  KEEP STRAIGHT AHEAD ABOUT 200 FEET TO THE
 CS2792'STATION ON THE LEFT.
 CS2792'
 CS2792'STATION MARKS ARE STANDARD DISKS STAMPED LOUFOOTE 2 1961.  THE
 CS2792'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 CS2792'THE SURFACE OF THE GROUND.  IT IS 235 FEET SOUTH OF THE CENTER
 CS2792'OF DANIELDALE ROAD, 95 FEET NORTHWEST OF THE NORTHWEST CORNER
 CS2792'OF A HOUSE, 60 FEET EAST OF THE CENTER LINE OF OLD U.S. HIGHWAY
 CS2792'77, 21 FEET NORTH OF A POWERLINE POLE, AND 14.7 FEET NORTH OF
 CS2792'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 CS2792'IRREGULAR MASS OF CONCRETE 50 INCHES BELOW THE SURFACE OF
 CS2792'THE GROUND.
 CS2792'
 CS2792'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOUFOOTE NO 1 1947,
 CS2792'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3
 CS2792'INCHES.  IT IS 68 FEET SOUTH OF THE SOUTH EDGE OF DANIELDALE
 CS2792'ROAD, 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 6
 CS2792'FEET EAST OF A POWERLINE POLE, AND 2 FEET SOUTHEAST OF A HIGHWAY
 CS2792'RIGHT-OF-WAY MARKER.
 CS2792'
 CS2792'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOUFOOTE 2
 CS2792'NO 3 1961, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS2792'PROJECTS 1 INCH.  IT IS 60 FEET EAST OF THE CENTERLINE OF
 CS2792'U.S. HIGHWAY 77, 59 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 CS2792'OF THE HOUSE, 39 FEET SOUTH OF A POWERLINE POLE, AND 40
 CS2792'FEET SOUTH OF A METAL WITNESS POST.
 CS2792'
 CS2792'AZIMUTH MARK, A STANDARD DISK STAMPED LOUFOOTE 1947, IS SET
 CS2792'IN A 12 IN X 12 IN CONCRETE POST 1 INCH BELOW THE SURFACE
 CS2792'OF THE GROUND.  IT IS 50 FEET NORTHWEST OF THE NORTHWEST CORNER
 CS2792'OF A HOUSE, 23 FEET SOUTH OF THE CENTER OF DANIELDALE ROAD,
 CS2792'AND 2 FEET WEST OF A POWERLINE POLE.
 CS2792'
 CS2792'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 CS2792'DANIELDALE ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 CS2792'
 CS2792'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CS2792
 CS2792                          STATION RECOVERY (1964)
 CS2792
 CS2792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 CS2792'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 3 AND THE AZIMUTH
 CS2792'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  BY
 CS2792'REQUEST OF THE TEXACO COMPANY THE STATION MARK WAS LOWERED
 CS2792'AND RE-MARKED IN THE PRECISE ORIGINAL POSITION.  THE SUB-STATION
 CS2792'MARK WAS NOT DISTURBED.  DUE TO CHANGES SINCE THE STATION
 CS2792'WAS ESTABLISHED A NEW DESCRIPTION IS AS FOLLOWS--THE STATION
 CS2792'IS ABOUT 9 MILES SOUTH OF DALLAS AND ABOUT 4-1/2 MILES NORTH OF
 CS2792'LANCASTER, ALONG THE EAST SIDE OF U.S. HIGHWAY 77, AND ON
 CS2792'LAND OWNED BY THE TEXACO COMPANY.
 CS2792'
 CS2792'TO REACH THE STATION FROM THE JUNCTION OF LOOP 12E AND U.S.
 CS2792'HIGHWAY 77 WHICH IS ABOUT 7 MILES SOUTH OF THE CENTER OF
 CS2792'DALLAS, GO SOUTH ON U.S. HIGHWAY 77 FOR 3.6 MILES TO THE
 CS2792'EXIT OF DANIELDALE ROAD, BEAR RIGHT ONTO THE EXIT AND GO 0.1
 CS2792'MILE TO DANIELDALE ROAD.  TURN LEFT UNDER THE OVERPASS AND
 CS2792'GO ABOUT 100 YARDS TO A TEXACO SERVICE STATION ON THE RIGHT
 CS2792'AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 CS2792'GO EAST ON DANIELDALE ROAD 0.2 MILE TO THE AZIMUTH MARK ON
 CS2792'THE RIGHT.
 CS2792'
 CS2792'THE SURFACE STATION DISK IS STAMPED LOUFOOTE 2 1961 1964 AND
 CS2792'SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS FLUSH WITH
 CS2792'THE DRIVEWAY LEADING TO THE SERVICE STATION.  THE MARK IS NEAR
 CS2792'THE CENTER OF THE SOUTH ENTRANCE WHERE THE BLACK-TOP ENDS AND
 CS2792'THE CONCRETE BEGINS.  IT IS 235 FEET SOUTH OF THE CENTER OF
 CS2792'DANIELDALE ROAD, 37 FEET EAST OF THE CENTER OF THE SERVICE
 CS2792'ROAD, 81.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CS2792'BUILDING, 21 FEET NORTH OF A POWERLINE POLE AND 14.7 FEET
 CS2792'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 CS2792'STAMPED LOUFOOTE 2 1961, AND SET IN AN IRREGULAR MASS OF
 CS2792'CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2792'
 CS2792'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOUFOOTE NO 1 1947,
 CS2792'IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS2792'OF THE GROUND.  IT IS 120 FEET SOUTH OF THE CENTERLINE OF
 CS2792'DANIELDALE ROAD, 37 FEET EAST OF THE CENTERLINE OF THE SERVICE
 CS2792'ROAD, 6 FEET EAST OF A POWERLINE POLE AND 2 FEET SOUTHEAST OF
 CS2792'A HIGHWAY RIGHT-OF-WAY MARKER.
 CS2792'
 CS2792'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOUFOOTE 2 NO 3
 CS2792'1961, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS 2
 CS2792'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 59 FEET NORTHWEST
 CS2792'OF THE NORTHWEST CORNER OF A CONCRETE FOUNDATION, 39 FEET SOUTH
 CS2792'OF A POWER LINE POLE, AND 35 FEET EAST OF THE CENTERLINE OF
 CS2792'THE SERVICE ROAD.
 CS2792'
 CS2792'AZIMUTH MARK, A STANDARD DISK STAMPED LOUFOOTE 1947, IS SET
 CS2792'IN A 12 IN X 12 IN CONCRETE POST 1 INCH BELOW THE SURFACE
 CS2792'OF THE GROUND.  IT IS 50 FEET NORTHWEST OF THE NORTHWEST
 CS2792'CORNER OFA HOUSE, 23 FEET SOUTH OF THE CENTER OF DANIELDALE
 CS2792'ROAD AND 2 FEET WEST OF A POWER LINE POLE.
 CS2792'
 CS2792'NOTE--THERE ARE TWO BUILDINGS OBSTRUCTING THE LINE OF SIGHT
 CS2792'BETWEEN THE STATION AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2700 ***********************************************************************
 AX2700  DESIGNATION -  LOUISE MUN TANK
 AX2700  PID         -  AX2700
 AX2700  STATE/COUNTY-  TX/WHARTON
 AX2700  USGS QUAD   -  LOUISE (1981)
 AX2700
 AX2700                         *CURRENT SURVEY CONTROL
 AX2700  ___________________________________________________________________
 AX2700* NAD 83(1993)-  29 06 31.19564(N)    096 24 33.14173(W)     ADJUSTED  
 AX2700* NAVD 88     -                                                        
 AX2700  ___________________________________________________________________
 AX2700  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AX2700  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX2700
 AX2700  HORZ ORDER  -  THIRD
 AX2700
 AX2700.The horizontal coordinates were established by classical geodetic methods
 AX2700.and adjusted by the National Geodetic Survey in February 1996..
 AX2700
 AX2700
 AX2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2700
 AX2700.The geoid height was determined by GEOID03.
 AX2700
 AX2700;                    North         East     Units Scale Factor Converg.
 AX2700;SPC TXSC     - 4,144,133.633   852,126.495   MT  0.99987099   +1 16 09.3
 AX2700;SPC TXSC     -13,596,211.76  2,795,685.01   sFT  0.99987099   +1 16 09.3
 AX2700;UTM  14      - 3,222,799.116   752,124.359   MT  1.00038448   +1 15 39.6
 AX2700
 AX2700                          SUPERSEDED SURVEY CONTROL
 AX2700
 AX2700  NAD 83(1986)-  29 06 31.20967(N)    096 24 33.12814(W) AD(       ) 4
 AX2700  NAD 27      -  29 06 30.29490(N)    096 24 32.25413(W) AD(       ) 3
 AX2700
 AX2700.Superseded values are not recommended for survey control.
 AX2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2700.See file dsdata.txt to determine how the superseded data were derived.
 AX2700
 AX2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5212422799(NAD 83)
 AX2700_MARKER: 51 = TANK
 AX2700_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2700+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AX2700
 AX2700  HISTORY     - Date     Condition        Report By
 AX2700  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2700  HISTORY     - 1980     GOOD             NGS
 AX2700  HISTORY     - 19980725 GOOD             USPSQD
 AX2700  HISTORY     - 20050428 GOOD             USPSQD
 AX2700
 AX2700                          STATION DESCRIPTION
 AX2700
 AX2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2700'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO DATA
 AX2700'ON THIS STATION WAS AVAILABLE AT THIS DATE.
 AX2700'
 AX2700'THE STATION, LOUISE MUNICIPAL WATER TANK, IS A FOUR LEGGED STEEL
 AX2700'STRUCTURE, SILVER, WITH CONICAL TANK, WITH THE LETTERS LOUISE IN
 AX2700'BLACK ON ITS NORTH AND SOUTH SIDES, AND IS ABOUT 120 FEET HIGH.
 AX2700'POINT INTERSECTED WAS THE APEX OF THE TOP OF TANK.
 AX2700'
 AX2700'THE STATION IS LOCATED IN LOUISE ON THIRD STREET AT THE LOUISE
 AX2700'FIRE DEPARTMENT.
 AX2700
 AX2700                          STATION RECOVERY (1998)
 AX2700
 AX2700'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2700'RECOVERED IN GOOD CONDITION.
 AX2700
 AX2700                          STATION RECOVERY (2005)
 AX2700
 AX2700'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX2700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1386 ***********************************************************************
 FL1386  FBN         -  This is a Federal Base Network Control Station.
 FL1386  DESIGNATION -  LOULA
 FL1386  PID         -  FL1386
 FL1386  STATE/COUNTY-  TX/MOORE
 FL1386  USGS QUAD   -  POLLARD CREEK (1972)
 FL1386
 FL1386                         *CURRENT SURVEY CONTROL
 FL1386  ___________________________________________________________________
 FL1386* NAD 83(1993)-  35 51 01.60240(N)    101 39 00.38516(W)     ADJUSTED  
 FL1386* NAVD 88     -      1031.928  (meters)    3385.58   (feet)  ADJUSTED  
 FL1386  ___________________________________________________________________
 FL1386  X           -  -1,045,324.070 (meters)                     COMP
 FL1386  Y           -  -5,069,907.841 (meters)                     COMP
 FL1386  Z           -   3,715,342.604 (meters)                     COMP
 FL1386  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 FL1386  ELLIP HEIGHT-        1005.13  (meters)          (05/01/00) GPS OBS
 FL1386  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 FL1386  DYNAMIC HT  -        1030.754 (meters)    3381.73  (feet)  COMP
 FL1386  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 FL1386
 FL1386  HORZ ORDER  -  B
 FL1386  VERT ORDER  -  SECOND    CLASS 0
 FL1386  ELLP ORDER  -  THIRD     CLASS I
 FL1386
 FL1386.The horizontal coordinates were established by GPS observations
 FL1386.and adjusted by the National Geodetic Survey in May 1994..
 FL1386
 FL1386.The orthometric height was determined by differential leveling
 FL1386.and adjusted by the National Geodetic Survey in June 1991..
 FL1386
 FL1386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FL1386
 FL1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1386
 FL1386.The ellipsoidal height was determined by GPS observations
 FL1386.and is referenced to NAD 83.
 FL1386
 FL1386.The geoid height was determined by GEOID03.
 FL1386
 FL1386.The dynamic height is computed by dividing the NAVD 88
 FL1386.geopotential number by the normal gravity value computed on the
 FL1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1386.degrees latitude (g = 980.6199 gals.).
 FL1386
 FL1386.The modeled gravity was interpolated from observed gravity values.
 FL1386
 FL1386;                    North         East     Units Scale Factor Converg.
 FL1386;SPC TX N     - 1,205,295.339   186,441.121   MT  0.99993929   -0 05 13.2
 FL1386;SPC TX N     - 3,954,373.12    611,682.24   sFT  0.99993929   -0 05 13.2
 FL1386;UTM  14      - 3,970,603.739   260,674.982   MT  1.00030583   -1 33 10.2
 FL1386
 FL1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1386!SPC TX N     -   0.99984227  x   0.99993929  =   0.99978157
 FL1386!UTM  14      -   0.99984227  x   1.00030583  =   1.00014805
 FL1386
 FL1386:                Primary Azimuth Mark                     Grid Az
 FL1386:SPC TX N     -  LOULA AZ MK                              002 49 48.2
 FL1386:UTM  14      -  LOULA AZ MK                              004 17 45.2
 FL1386
 FL1386|---------------------------------------------------------------------|
 FL1386| PID    Reference Object                     Distance      Geod. Az  |
 FL1386|                                                           dddmmss.s |
 FL1386| FL1430 LOULA AZ MK                                        0024435.0 |
 FL1386| FL1387 LOULA RM 1                           30.651 METERS 11735     |
 FL1386| FL1833 SNEED PANHANDLE E PLINE MST         APPROX. 4.7 KM 1604247.2 |
 FL1386| FL1832 STA 30 PHILLIPS PETROLEUM CO        APPROX. 3.2 KM 1822104.5 |
 FL1386| FL1834 NATURAL GAS PLINE PLANT 22 STK      APPROX. 8.7 KM 2110641.2 |
 FL1386| FL1388 LOULA RM 2                           25.270 METERS 25234     |
 FL1386| FL1835 STA 31 PHILLIPS PETROLEUM CO        APPROX. 8.1 KM 2641527.6 |
 FL1386|---------------------------------------------------------------------|
 FL1386
 FL1386                          SUPERSEDED SURVEY CONTROL
 FL1386
 FL1386  ELLIP H (05/09/94) 1005.13   (m)                       GP(       ) 4 2
 FL1386  NAD 83(1986)-  35 51 01.61219(N)    101 39 00.37154(W) AD(       ) 1
 FL1386  NAD 27      -  35 51 01.47000(N)    101 38 58.75800(W) AD(       ) 1
 FL1386  NAVD 88 (07/24/98) 1031.93   (m)         3385.6    (f) LEVELING    3  
 FL1386  NAVD 88 (05/09/94) 1031.93   (m)         3385.6    (f) LEVELING    3  
 FL1386  NGVD 29 (??/??/92) 1031.428  (m)         3383.94   (f) ADJ UNCH    2 0
 FL1386
 FL1386.Superseded values are not recommended for survey control.
 FL1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1386.See file dsdata.txt to determine how the superseded data were derived.
 FL1386
 FL1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6067570604(NAD 83)
 FL1386_MARKER: DS = TRIANGULATION STATION DISK
 FL1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1386_SP_SET: SQUARE CONCRETE MONUMENT
 FL1386_STAMPING: LOULA 1951
 FL1386_MARK LOGO: CGS   
 FL1386_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1386+STABILITY: SURFACE MOTION
 FL1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1386+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1999
 FL1386
 FL1386  HISTORY     - Date     Condition        Report By
 FL1386  HISTORY     - 1951     MONUMENTED       CGS
 FL1386  HISTORY     - 1952     GOOD             CGS
 FL1386  HISTORY     - 1952     GOOD             NGS
 FL1386  HISTORY     - 1953     GOOD             CGS
 FL1386  HISTORY     - 19930224 GOOD             NGS
 FL1386  HISTORY     - 19950702 GOOD             NGS
 FL1386  HISTORY     - 19980127 GOOD             NGS
 FL1386  HISTORY     - 19991109 GOOD             NGS
 FL1386
 FL1386                          STATION DESCRIPTION
 FL1386
 FL1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1386'STATION IS LOCATED, AIRLINE, 16 MILES EAST OF DUMAS, 13 MILES
 FL1386'WEST OF STINNETT, ON A HIGH FLAT AREA AT THE JUNCTION OF
 FL1386'STATE HIGHWAY 117 AND FARM ROAD 1060.
 FL1386'
 FL1386'STATION MARK, STAMPED LOULA 1951, IS A STANDARD DISK SET IN
 FL1386'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 FL1386'THE GROUND.  IT IS 120 FEET NORTHWEST OF THE JUNCTION OF
 FL1386'STATE HIGHWAY 152 AND FARM ROAD 1060, 12.8 FEET SOUTHWEST
 FL1386'OF A FENCE LINE AND 16.4 FEET EAST OF A WITNESS POST.
 FL1386'
 FL1386'REFERENCE MARK NUMBER 1, STAMPED LOULA NO 1 1951, IS A STANDARD
 FL1386'DISK SET IN THE SOUTH END OF A CONCRETE BRIDGE ABUTMENT ON THE
 FL1386'WEST SIDE OF THE ROAD.  THE ABUTMENT PROJECTS 1 FOOT ABOVE
 FL1386'THE ROAD LEVEL AND IS 2 FEET HIGHER IN ELEVATION THAN THE
 FL1386'STATION
 FL1386'
 FL1386'REFERENCE MARK NUMBER 2, STAMPED LOULA NO 2 1951, IS A STANDARD
 FL1386'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1386'PROJECTS 1 INCH AND IS AT THE SAME ELEVATION AS THE STATION.
 FL1386'IT IS 18 INCHES SOUTHEAST OF A TELEPHONE POLE.
 FL1386'
 FL1386'AZIMUTH MARK, STAMPED LOULA 1951, IS A STANDARD DISK SET IN
 FL1386'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FL1386'INCHES.  TO REACH FROM THE STATION, GO NORTH ON FARM ROAD
 FL1386'1060 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS
 FL1386'50 FEET EAST OF THE CENTERLINE OF THE ROAD, 12 INCHES WEST
 FL1386'OF A FENCE LINE AND IN THE ROAD RIGHT-OF-WAY.
 FL1386'
 FL1386'THE STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 FL1386'HIGHWAYS 152 AND 117 AT THE SOUTH EDGE OF STINNETT, GO NORTH
 FL1386'AND WEST ON STATE HIGHWAY 152 FOR 12.1 MILES TO FARM ROAD
 FL1386'1060 ON THE RIGHT AND THE STATION.
 FL1386'
 FL1386'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 FL1386
 FL1386                          STATION RECOVERY (1952)
 FL1386
 FL1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 FL1386'11.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL
 FL1386'AT STINNETT, AT A JUNCTION WITH FARM ROAD 1060, 99 FEET NORTH
 FL1386'OF THE CENTER LINE OF THE HIGHWAY, 106 FEET WEST OF THE
 FL1386'CENTER LINE OF THE FARM ROAD, 94 FEET NORTHWEST OF THE NORTHEAST
 FL1386'END OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 FL1386'FARM ROAD, 13.3 FEET SOUTHEAST OF A FENCE.  16.2 FEET EAST OF A
 FL1386'WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP
 FL1386'OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE
 FL1386'GROUND, STAMPED LOULA 1951.
 FL1386'
 FL1386'LOULA R.M. 1 IS 100.6 FEET SOUTHEAST OF TRIANGULATION STATION
 FL1386'LOULA 1951, 56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FL1386'18 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, A REFERENCE
 FL1386'MARK DISK SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 FL1386'OF A CONCRETE CULVERT UNDER THE FARM ROAD, STAMPED LOULA NO
 FL1386'1 1951.
 FL1386'
 FL1386'LOULA R.M. 2 IS 82.8 FEET SOUTHWEST OF TRIANGULATION STATION
 FL1386'LOULA 1951, 187 FEET WEST OF THE CENTER LINE OF THE FARM ROAD,
 FL1386'73 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 FL1386'WEST OF A FENCE CORNER, 1.3 FEET SOUTHEAST OF A POWER POLE,
 FL1386'2 FEET SOUTH OF A FENCE, A REFERENCE MARK DISK SET IN THE
 FL1386'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 FL1386'GROUND, STAMPED LOULA NO 2 1951.
 FL1386'
 FL1386'LOULA AZIMUTH 1951 IS 0.6 MILE NORTH OF TRIANGULATION STATION
 FL1386'LOULA 1951, 0.4 MILE SOUTH OF A PIPE LINE CROSSING, 49 FEET
 FL1386'EAST OF THE CENTER LINE OF FARM ROAD 1060, 0.9 FOOT WEST OF
 FL1386'A FENCE, 2 FEET NORTH OF A WITNESS POST, AN AZIMUTH MARK DISK
 FL1386'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 FL1386'THE GROUND, STAMPED LOULA 1951.
 FL1386
 FL1386                          STATION RECOVERY (1952)
 FL1386
 FL1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FL1386'11.9 MI W FROM STINNETT.
 FL1386'11.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL AT
 FL1386'STINNETT, AT A JUNCTION WITH FARM ROAD 1060, 99 FEET NORTH OF THE
 FL1386'CENTER LINE OF THE HIGHWAY, 106 FEET WEST OF THE CENTER LINE OF THE
 FL1386'FARM ROAD, 94 FEET NORTHWEST OF THE NORTHEAST END OF THE WEST HEADWALL
 FL1386'OF A CONCRETE CULVERT UNDER THE FARM ROAD, 13.3 FEET SOUTHEAST OF A
 FL1386'FENCE, 16.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL1386'POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 FL1386
 FL1386                          STATION RECOVERY (1953)
 FL1386
 FL1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1386'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS
 FL1386'WERE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FL1386'
 FL1386'THE STATION IS LOCATED ABOUT 16 MILES AIRLINE EAST OF DUMAS,
 FL1386'ABOUT 13 MILES AIRLINE WEST OF STINNETT, AND ON A HIGH FLAT
 FL1386'AREA AT THE JUNCTION OF STATE HIGHWAY 152 AND FARM ROAD 1060.
 FL1386'
 FL1386'THE STATION IS A STANDARD DISK STAMPED LOULA 1951 AND SET
 FL1386'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 FL1386'WITH THE GROUND.  IT IS 120.5 FEET NORTHWEST OF THE CENTER
 FL1386'LINE OF THE INTERSECTION OF THE HIGHWAYS, 16.5 FEET EAST
 FL1386'OF A WHITE WITNESS POST, AND 10.5 FEET SOUTHWEST OF A WIRE
 FL1386'FENCE.
 FL1386'
 FL1386'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOULA
 FL1386'NO 1 1951 AND SET IN A DRILL HOLE IN THE SOUTH END OF THE
 FL1386'CONCRETE BRIDGE ABUTMENT ON THE WEST SIDE OF FARM ROAD 1060,
 FL1386'AND ABOUT 2 FEET HIGHER THAN THE STATION.
 FL1386'
 FL1386'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOULA
 FL1386'NO 2 1951 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1386'MONUMENT THAT PROJECTS 1 INCH.  IT IS 56 FEET NORTH OF THE
 FL1386'CENTER LINE OF STATE HIGHWAY 152, 2 FEET SOUTH OF A FENCE,
 FL1386'1/2 FOOT EAST OF A TELEPHONE POLE, AND ABOUT THE SAME ELEVATION
 FL1386'AS THE STATION.
 FL1386'
 FL1386'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOULA 1951 AND
 FL1386'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FL1386'8 INCHES.  IT IS 51 FEET EAST OF THE CENTER LINE OF FARM
 FL1386'ROAD 1060, 1/2 FOOT WEST OF A FENCE, AND 2 FEET NORTH OF A
 FL1386'WHITE WITNESS POST.  TO REACH THE MARK FROM THE STATION GO
 FL1386'NORTH ON FARM ROAD 1060 FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 FL1386'
 FL1386'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 152
 FL1386'AND U.S. HIGHWAY 87 IN THE NORTH EDGE OF DUMAS GO EASTERLY
 FL1386'ON STATE HIGHWAY 152 FOR 21.7 MILES TO THE JUNCTION OF FARM
 FL1386'ROAD 1060 AND THE STATION ON THE LEFT.
 FL1386'
 FL1386'APPARENTLY THE 1951 DISTANCE TO REFERENCE MARK NUMBER 1 HAS
 FL1386'A TRANSPOSITION OF NUMBERS.  THE 1953 DISTANCE WAS CHECKED
 FL1386'IN THE FIELD AND IS CORRECT.
 FL1386'
 FL1386'A 20 FOOT WOOD TOWER WAS USED.
 FL1386
 FL1386                          STATION RECOVERY (1993)
 FL1386
 FL1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FL1386'STATION IS LOCATED ABOUT 35 KM (21.75 MI) EAST OF DUMAS, 19 KM
 FL1386'(11.80 MI) WEST OF STINNETT, 2.5 KM (1.55 MI) WEST OF THE
 FL1386'MOORE-HUTCHINSON COUNTY LINE, IN THE NORTHWEST ANGLE OF THE JUNCTION
 FL1386'OF STATE HIGHWAY 152 AND FARM ROAD 1060, IN A TRIANGULAR GRASSY AREA,
 FL1386'ON THE RIGHT-OF-WAY.
 FL1386'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 136, 152, 207 ON THE
 FL1386'SOUTH SIDE OF STINNETT, GO WEST ON HIGHWAY 152 FOR 19.69 KM
 FL1386'(12.25 MI) TO FARM ROAD 1060 ON THE RIGHT AND THE STATION ON THE
 FL1386'RIGHT.
 FL1386'STATION MARK IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST 20 CM
 FL1386'BELOW GROUND.  IT IS 32.3 M (106.0 FT) WEST OF THE CENTER OF ROAD
 FL1386'1060, 30.4 M (99.7 FT) NORTH OF, AND 1 M (3.3 FT) LOWER THAN THE
 FL1386'HIGHWAY CENTER, 28.6 M (93.8 FT) NORTHWEST OF THE NORTH END OF A
 FL1386'THREE-CHANNEL BOX CULVERT HEADWALL, 26.9 M (88.3 FT) SOUTHWEST OF A
 FL1386'UTILITY POLE AT A FENCE CORNER, 14.9 M (48.9 FT) EAST-NORTHEAST OF A
 FL1386'FENCE CORNER, AND 3.9 M (12.8 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 FL1386'POST IN THE FENCELINE.
 FL1386
 FL1386                          STATION RECOVERY (1995)
 FL1386
 FL1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FL1386'THE STATION IS LOCATED ABOUT 35.0 KM (21.75 MI)  EAST OF DUMAS, 19.0
 FL1386'KM (11.80 MI)  WEST OF STINNETT, 2.5 KM (1.55 MI)  WEST OF THE
 FL1386'MOORE-HUTCHINSON COUNTY LINE, IN THE NORTHWEST ANGLE OF THE JUNCTION
 FL1386'OF STATE HIGHWAY 152 AND FARM ROAD 1060.  TO REACH THE STATION FROM
 FL1386'THE JUNCTION OF STATE HIGHWAYS 136, 152, 207 ON THE SOUTH SIDE OF
 FL1386'STINNETT, GO WEST ON HIGHWAY 152 FOR 19.7 KM (12.25 MI)  TO FARM ROAD
 FL1386'1060 ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS 32.3 M
 FL1386'(106.0 FT)  WEST OF THE ROAD CENTER, 30.4 M (99.7 FT)  NORTH THE
 FL1386'HIGHWAY CENTER, 28.6 M (93.8 FT)  NORTHWEST OF THE NORTH END OF A
 FL1386'3-CHANNEL BOX CULVERT HEADWALL, 26.9 M (88.3 FT)  SOUTHWEST OF A
 FL1386'UTILITY POLE AT A FENCE CORNER, 14.9 M (48.9 FT)  EAST-NORTHEAST OF A
 FL1386'FENCE CORNER, 3.9 M (12.8 FT)  SOUTHEAST OF A WITNESS POST, 1.0 M (3.3
 FL1386'FT)  BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 20
 FL1386'CM BELOW THE GROUND SURFACE.
 FL1386
 FL1386                          STATION RECOVERY (1998)
 FL1386
 FL1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FL1386'THE STATION IS LOCATED ABOUT 35.0 KM (21.75 MI) EAST OF DUMAS, 19.0 KM
 FL1386'(11.80 MI) WEST OF STINNETT, AND 2.5 KM (1.55 MI) WEST OF THE
 FL1386'MOORE-HUTCHINSON COUNTY LINE, IN THE NORTHWEST ANGLE OF THE JUNCTION
 FL1386'OF STATE HIGHWAY 152 AND FARM ROAD 1060.  OWNERSHIP--TEXAS DEPARTMENT
 FL1386'OF TRANSPORTATION.  STATION IS 32.3 M (106.0 FT) WEST OF THE ROAD
 FL1386'CENTER, 30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTER, 28.6 M (93.8 FT)
 FL1386'NORTHWEST OF THE NORTHWEST END OF A 3-CHANNEL BOX CULVERT HEADWALL,
 FL1386'26.9 M (88.3 FT) SOUTHWEST OF A UTILUTY POLE, 3.9 M (12.8 FT)
 FL1386'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS ABOUT 1.0 M (3.3 FT)
 FL1386'BELOW THE HIGHWAY LEVEL AND RECESSED ABOUT 20-CM BELOW THE GROUND
 FL1386'SURFACE.  BY R.G. HAYES
 FL1386
 FL1386                          STATION RECOVERY (1999)
 FL1386
 FL1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FL1386'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) EAST OF DUMAS, 19 KM
 FL1386'(11.80 MI) WEST OF STINNET, 2.5 KM (1.55 MI) WEST OF THE
 FL1386'MOORE-HUTCHINSON COUNTY LINE, IN THE NORTHWEST ANGLE OF THE JUNCTION
 FL1386'OF STATE HIGHWAY 152 AND FARM ROAD 1060.  OWNERSHIP--TEXAS DEPARTMENT
 FL1386'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FL1386'HIGHWAYS 136, 152, AND 207, ON THE SOUTH SIDE OF STINNET, GO WEST ON
 FL1386'HIGHWAY 152 FOR 19.7 KM (12.25 MI) TO FARM ROAD 1060 ON THE RIGHT AND
 FL1386'THE STATION ON THE RIGHT.  LOCATED 32.3 M (106.0 FT) WEST OF THE ROAD
 FL1386'CENTER, 30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTER, 27.4 M (89.9 FT)
 FL1386'NORTHWEST OF THE NORTHWEST END OF A 3-CHANNEL BOX CULVERT HEADWALL,
 FL1386'26.9 M (88.3 FT) SOUTHWEST OF A UTILITY POLE, 3.9 M (12.8 FT)
 FL1386'SOUTHEAST OF A WITNESS POST, ABOUT 1.0 M (3.3 FT) BELOW THE HIGHWAY
 FL1386'LEVEL AND RECESSED 10 CM BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1430 ***********************************************************************
 FL1430  DESIGNATION -  LOULA AZ MK
 FL1430  PID         -  FL1430
 FL1430  STATE/COUNTY-  TX/MOORE
 FL1430  USGS QUAD   -  POLLARD CREEK (1972)
 FL1430
 FL1430                         *CURRENT SURVEY CONTROL
 FL1430  ___________________________________________________________________
 FL1430* NAD 83(1986)-  35 51 30.     (N)    101 38 57.     (W)     SCALED    
 FL1430* NAVD 88     -      1032.386  (meters)    3387.09   (feet)  ADJUSTED  
 FL1430  ___________________________________________________________________
 FL1430  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 FL1430  DYNAMIC HT  -        1031.212 (meters)    3383.23  (feet)  COMP
 FL1430  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 FL1430
 FL1430  VERT ORDER  -  SECOND    CLASS 0
 FL1430
 FL1430.The horizontal coordinates were scaled from a topographic map and have
 FL1430.an estimated accuracy of +/- 6 seconds.
 FL1430
 FL1430.The orthometric height was determined by differential leveling
 FL1430.and adjusted by the National Geodetic Survey in June 1991..
 FL1430
 FL1430.The geoid height was determined by GEOID03.
 FL1430
 FL1430.The dynamic height is computed by dividing the NAVD 88
 FL1430.geopotential number by the normal gravity value computed on the
 FL1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1430.degrees latitude (g = 980.6199 gals.).
 FL1430
 FL1430.The modeled gravity was interpolated from observed gravity values.
 FL1430
 FL1430;                    North         East    Units  Estimated Accuracy
 FL1430;SPC TX N     - 1,206,170.      186,530.      MT  (+/- 180 meters Scaled)
 FL1430
 FL1430                          SUPERSEDED SURVEY CONTROL
 FL1430
 FL1430  NGVD 29 (??/??/92) 1031.886  (m)         3385.45   (f) ADJ UNCH    2 0
 FL1430
 FL1430.Superseded values are not recommended for survey control.
 FL1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1430.See file dsdata.txt to determine how the superseded data were derived.
 FL1430
 FL1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE607714(NAD 83)
 FL1430_MARKER: DZ = AZIMUTH MARK DISK
 FL1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1430_STAMPING: LOULA 1951
 FL1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1430+STABILITY: SURFACE MOTION
 FL1430
 FL1430  HISTORY     - Date     Condition        Report By
 FL1430  HISTORY     - 1951     MONUMENTED       CGS
 FL1430  HISTORY     - 1952     GOOD             NGS
 FL1430
 FL1430                          STATION DESCRIPTION
 FL1430
 FL1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1430'12.5 MI W FROM STINNETT.
 FL1430'11.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL AT
 FL1430'STINNETT, THENCE 0.6 MILE NORTH ALONG FARM ROAD 1060, 0.4 MILE SOUTH
 FL1430'OF A PIPE LINE CROSSING, 49 FEET EAST OF THE CENTER LINE OF THE FARM
 FL1430'ROAD, 0.9 FOOT WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN
 FL1430'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1387 ***********************************************************************
 FL1387  DESIGNATION -  LOULA RM 1
 FL1387  PID         -  FL1387
 FL1387  STATE/COUNTY-  TX/MOORE
 FL1387  USGS QUAD   -  POLLARD CREEK (1972)
 FL1387
 FL1387                         *CURRENT SURVEY CONTROL
 FL1387  ___________________________________________________________________
 FL1387* NAD 83(1986)-  35 51 01.     (N)    101 39 00.     (W)     SCALED    
 FL1387* NAVD 88     -      1032.432  (meters)    3387.24   (feet)  ADJUSTED  
 FL1387  ___________________________________________________________________
 FL1387  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 FL1387  DYNAMIC HT  -        1031.258 (meters)    3383.39  (feet)  COMP
 FL1387  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 FL1387
 FL1387  VERT ORDER  -  SECOND    CLASS 0
 FL1387
 FL1387.The horizontal coordinates were scaled from a topographic map and have
 FL1387.an estimated accuracy of +/- 6 seconds.
 FL1387
 FL1387.The orthometric height was determined by differential leveling
 FL1387.and adjusted by the National Geodetic Survey in June 1991..
 FL1387
 FL1387.The geoid height was determined by GEOID03.
 FL1387
 FL1387.The dynamic height is computed by dividing the NAVD 88
 FL1387.geopotential number by the normal gravity value computed on the
 FL1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1387.degrees latitude (g = 980.6199 gals.).
 FL1387
 FL1387.The modeled gravity was interpolated from observed gravity values.
 FL1387
 FL1387;                    North         East    Units  Estimated Accuracy
 FL1387;SPC TX N     - 1,205,280.      186,450.      MT  (+/- 180 meters Scaled)
 FL1387
 FL1387                          SUPERSEDED SURVEY CONTROL
 FL1387
 FL1387  NGVD 29 (??/??/92) 1031.932  (m)         3385.60   (f) ADJ UNCH    2 0
 FL1387
 FL1387.Superseded values are not recommended for survey control.
 FL1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1387.See file dsdata.txt to determine how the superseded data were derived.
 FL1387
 FL1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE606705(NAD 83)
 FL1387_MARKER: DR = REFERENCE MARK DISK
 FL1387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1387_SP_SET: CULVERT
 FL1387_STAMPING: LOULA NO 1 1951
 FL1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1387
 FL1387  HISTORY     - Date     Condition        Report By
 FL1387  HISTORY     - 1951     MONUMENTED       CGS
 FL1387  HISTORY     - 1952     GOOD             NGS
 FL1387
 FL1387                          STATION DESCRIPTION
 FL1387
 FL1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1387'11.9 MI W FROM STINNETT.
 FL1387'11.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL AT
 FL1387'STINNETT, 56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 FL1387'WEST OF THE CENTER LINE OF FARM ROAD 1060, 100.6 FEET SOUTHEAST OF
 FL1387'TRIANGULATION STATION LOULA 1951, SET IN THE TOP OF THE SOUTH END OF
 FL1387'THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1388 ***********************************************************************
 FL1388  DESIGNATION -  LOULA RM 2
 FL1388  PID         -  FL1388
 FL1388  STATE/COUNTY-  TX/MOORE
 FL1388  USGS QUAD   -  POLLARD CREEK (1972)
 FL1388
 FL1388                         *CURRENT SURVEY CONTROL
 FL1388  ___________________________________________________________________
 FL1388* NAD 83(1986)-  35 51 01.     (N)    101 39 00.     (W)     SCALED    
 FL1388* NAVD 88     -      1032.239  (meters)    3386.60   (feet)  ADJUSTED  
 FL1388  ___________________________________________________________________
 FL1388  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 FL1388  DYNAMIC HT  -        1031.065 (meters)    3382.75  (feet)  COMP
 FL1388  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 FL1388
 FL1388  VERT ORDER  -  SECOND    CLASS 0
 FL1388
 FL1388.The horizontal coordinates were scaled from a topographic map and have
 FL1388.an estimated accuracy of +/- 6 seconds.
 FL1388
 FL1388.The orthometric height was determined by differential leveling
 FL1388.and adjusted by the National Geodetic Survey in June 1991..
 FL1388
 FL1388.The geoid height was determined by GEOID03.
 FL1388
 FL1388.The dynamic height is computed by dividing the NAVD 88
 FL1388.geopotential number by the normal gravity value computed on the
 FL1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1388.degrees latitude (g = 980.6199 gals.).
 FL1388
 FL1388.The modeled gravity was interpolated from observed gravity values.
 FL1388
 FL1388;                    North         East    Units  Estimated Accuracy
 FL1388;SPC TX N     - 1,205,280.      186,450.      MT  (+/- 180 meters Scaled)
 FL1388
 FL1388                          SUPERSEDED SURVEY CONTROL
 FL1388
 FL1388  NGVD 29 (??/??/92) 1031.739  (m)         3384.96   (f) ADJ UNCH    2 0
 FL1388
 FL1388.Superseded values are not recommended for survey control.
 FL1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1388.See file dsdata.txt to determine how the superseded data were derived.
 FL1388
 FL1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE606705(NAD 83)
 FL1388_MARKER: DR = REFERENCE MARK DISK
 FL1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1388_STAMPING: LOULA NO 2 1951
 FL1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1388+STABILITY: SURFACE MOTION
 FL1388
 FL1388  HISTORY     - Date     Condition        Report By
 FL1388  HISTORY     - 1951     MONUMENTED       CGS
 FL1388  HISTORY     - 1952     GOOD             NGS
 FL1388
 FL1388                          STATION DESCRIPTION
 FL1388
 FL1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1388'11.9 MI W FROM STINNET.
 FL1388'11.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL AT
 FL1388'STINNET, 187 FEET WEST OF THE CENTER LINE OF FARM ROAD 1060, 73 FEET
 FL1388'NORTH OF THE CENTER LINE OF THE HIGHWAY, 82.8 FEET SOUTHWEST OF
 FL1388'TRIANGULATION STATION LOULA 1951, 36 FEET WEST OF A FENCE CORNER, 1.3
 FL1388'FEET SOUTHEAST OF A POWER POLE, 2 FEET SOUTH OF A FENCE, SET IN THE
 FL1388'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2078 ***********************************************************************
 AY2078  DESIGNATION -  LOVE
 AY2078  PID         -  AY2078
 AY2078  STATE/COUNTY-  TX/REAL
 AY2078  USGS QUAD   -  HILLCREST RANCH (1964)
 AY2078
 AY2078                         *CURRENT SURVEY CONTROL
 AY2078  ___________________________________________________________________
 AY2078* NAD 83(1993)-  29 59 09.07581(N)    099 42 01.05989(W)     ADJUSTED  
 AY2078* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 AY2078  ___________________________________________________________________
 AY2078  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AY2078  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 AY2078
 AY2078  HORZ ORDER  -  SECOND
 AY2078
 AY2078.The horizontal coordinates were established by classical geodetic methods
 AY2078.and adjusted by the National Geodetic Survey in February 1996..
 AY2078
 AY2078.The orthometric height was scaled from a topographic map.
 AY2078
 AY2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2078
 AY2078.The geoid height was determined by GEOID03.
 AY2078
 AY2078;                    North         East     Units Scale Factor Converg.
 AY2078;SPC TXSC     - 4,238,763.374   532,426.913   MT  0.99992760   -0 20 35.1
 AY2078;SPC TXSC     -13,906,676.17  1,746,803.96   sFT  0.99992760   -0 20 35.1
 AY2078;UTM  14      - 3,317,424.238   432,447.799   MT  0.99965630   -0 21 00.0
 AY2078
 AY2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2078!SPC TXSC     -   0.99988833  x   0.99992760  =   0.99981594
 AY2078!UTM  14      -   0.99988833  x   0.99965630  =   0.99954467
 AY2078
 AY2078|---------------------------------------------------------------------|
 AY2078| PID    Reference Object                     Distance      Geod. Az  |
 AY2078|                                                           dddmmss.s |
 AY2078| CV5565 LOVE RM 1                            14.057 METERS 06701     |
 AY2078| CV5564 LOVE AZ MK                                         1974651.9 |
 AY2078| CV5566 LOVE RM 2                            16.271 METERS 29109     |
 AY2078|---------------------------------------------------------------------|
 AY2078
 AY2078                          SUPERSEDED SURVEY CONTROL
 AY2078
 AY2078  NAD 83(1986)-  29 59 09.08236(N)    099 42 01.04903(W) AD(       ) 2
 AY2078  NAD 27      -  29 59 08.31500(N)    099 41 59.83300(W) AD(       ) 2
 AY2078
 AY2078.Superseded values are not recommended for survey control.
 AY2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2078.See file dsdata.txt to determine how the superseded data were derived.
 AY2078
 AY2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU3244817424(NAD 83)
 AY2078_MARKER: DS = TRIANGULATION STATION DISK
 AY2078_SETTING: 0 = UNSPECIFIED SETTING
 AY2078
 AY2078  HISTORY     - Date     Condition        Report By
 AY2078  HISTORY     - 1943     MONUMENTED       CGS
 AY2078  HISTORY     - 1944     GOOD             CGS
 AY2078  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY2078
 AY2078                          STATION DESCRIPTION
 AY2078
 AY2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY2078'STATION IS ABOUT 22 MILES SW OF MOUNTAIN HOME, 1 MILE W OF U.S.
 AY2078'HIGHWAY 83, AND ON A LOW, BUT PROMINENT BRUSHY HILL IN A PASTURE
 AY2078'ON THE LOVE RANCH.  IT IS IN THE CENTER OF A SMALL CLEARING
 AY2078'ON THE HIGHEST PART OF THE HILL, AND IS 7 FEET N OF A WHITE
 AY2078'WOODEN WITNESS POST.
 AY2078'
 AY2078'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT
 AY2078'IS STAMPED LOVE 1943 AND IS FLUSH WITH THE GROUND.
 AY2078'
 AY2078'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 AY2078'WHICH IS FLUSH WITH THE GROUND.  IT IS STAMPED LOVE NO 1 1943.
 AY2078'
 AY2078'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 AY2078'WHICH IS 2 INCHES BELOW THE GROUND.  IT IS STAMPED LOVE NO 2
 AY2078'1943.
 AY2078'
 AY2078'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK WHICH
 AY2078'IS FLUSH WITH THE GROUND.  IT IS STAMPED LOVE 1943.  IT IS 32
 AY2078'PACES NW OF THE SW CORNER OF THE FENCE AROUND THE LOVE RANCH
 AY2078'HOUSE, 8 PACES W OF THE CENTER LINE OF THE DRIVE TO THE HOUSE,
 AY2078'AND 4 PACES E OF A WHITE WOODEN WITNESS POST.
 AY2078'
 AY2078'TO REACH STATION FROM MOUNTAIN HOME, GO W ON STATE HIGHWAY 41
 AY2078'FOR 22.8 MILES AND TURN LEFT (S) ON U.S. HIGHWAY 83 AT GARVENS
 AY2078'STORE.  GO 4.1 MILES AND TURN RIGHT (W) THROUGH A WHITE GATE
 AY2078'AT A SIGN LOVES RANCH.  GO 1.7 MILES AND KEEP S AFTER PASSING
 AY2078'THROUGH A GATE AT THE RANCH HOUSE.  (THE AZIMUTH MARK IS AT THIS
 AY2078'RANCH HOUSE.) GO 2.8 MILES AND TAKE A RIGHT FORK AT A SIGN
 AY2078'TO THE OIL WELLS.  GO SW FOR 0.1 MILE AND TAKE A LEFT FORK.
 AY2078'GO SW FOR 0.4 MILE AND TAKE A LEFT FORK.  GO SW FOR 0.3 MILE
 AY2078'AND TURN RIGHT AT AN OIL WELL SITE.  GO W FOR 0.4 MILE AND
 AY2078'TAKE A LEFT FORK AT AN OLD HOUSE.  GO NW FOR 0.1 MILE AND TAKE
 AY2078'A LEFT FORK.  GO 0.6 MILE AND TAKE A LEFT FORK.  GO W
 AY2078'FOR 1.3 MILES AND TURN RIGHT OFF THE MAIN-TRAVELED ROAD.
 AY2078'GO NW AROUND THE BASE OF THE HILL FOR 0.3 MILE AND TURN
 AY2078'LEFT (S) OFF THE TRACK ROAD.  GO S THROUGH THE BRUSH
 AY2078'ABOUT 100 YARDS TO THE SUMMIT OF THE HILL AND THE STATION.
 AY2078'
 AY2078'64-FOOT SIGNALS AT AULD, OWL, DIETERT, SUN, AND GARVEN ARE
 AY2078'VISIBLE AT 64 FEET.
 AY2078'
 AY2078'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 AY2078
 AY2078                          STATION RECOVERY (1944)
 AY2078
 AY2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2078'STATION AND ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 AY2078'THE DISTANCES TO THE REFERENCE MARKS WERE FOUND TO BE IN ERROR
 AY2078'BY A FEW MILLIMETERS, AND THE AZIMUTH MARK IS 1/2 MILE FROM
 AY2078'THE STATION.
 AY2078'
 AY2078'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 18-1/2 MILES
 AY2078'N OF LEAKEY, 31-1/2 MILES ESE OF ROCKSPRINGS, AND 5 MILES S
 AY2078'OF THE INTERSECTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY
 AY2078'41 AT THE GARVEN STORE.  IT IS ABOUT 1/2 MILE NNE OF THE LOVE
 AY2078'HOUSE.  THE MARK IS 16 FEET N OF A WHITE WOODEN WITNESS POST
 AY2078'WIRED TO A TREE.  LOOSE BOULDERS USED TO WEIGHT THE SIGNAL
 AY2078'WILL BE LEFT NEAR STATION.  VISIBILITY IS BLOCKED BY THE
 AY2078'SURROUNDING BRUSH IN ALL DIRECTIONS, SO THAT CLEARING WILL
 AY2078'BE REQUIRED TO SEE THE AZIMUTH MARK AND WINDMILLS LISTED
 AY2078'BELOW FROM THE GROUND.
 AY2078'
 AY2078'REFERENCE MARK 2 IS ABOUT 4 INCHES BELOW THE GROUND.
 AY2078'
 AY2078'AZIMUTH MARK IS ABOUT 150 FEET N OF THE LOVE RANCH HOUSE AND
 AY2078'20 FEET E OF A WHITE WOODEN WITNESS POST WIRED TO A TREE.
 AY2078'
 AY2078'TO REACH STATION FROM MOUNTAIN HOME, GO W ON STATE HIGHWAY
 AY2078'27 FOR 0.1 MILE, THENCE LEFT FORK ON STATE HIGHWAY 41 FOR 23
 AY2078'MILES TO GARVENS STORE ON THE RIGHT.  CONTINUE W FOR 0.15 MILE
 AY2078'TO INTERSECTION WITH U.S. HIGHWAY 83.  (THIS IS 27 MILES N OF
 AY2078'LEAKEY VIA U.S. HIGHWAY 83 AND 35 MILES E OF ROCKSPRINGS VIA
 AY2078'STATE HIGHWAY 41.) TURN LEFT (S) ON HIGHWAY 83 FOR 5.65
 AY2078'MILES TO A TRACK ROAD RIGHT THROUGH A WHITE GATE ABOUT 0.1
 AY2078'MILE BEFORE REACHING A SMALL CABIN ON THE LEFT.  TURN RIGHT
 AY2078'THROUGH THIS GATE, GO 0.1 MILE AND TAKE LEFT FORK, MAIN ROAD,
 AY2078'1.1 MILES TO THE LOVE RANCH HOUSE.  THE AZIMUTH MARK IS
 AY2078'HERE.  FROM THE RANCH HOUSE GO N 0.1 MILE AND PASS THROUGH
 AY2078'TWO GATES W OF WATER TANK.  THENCE N ALONG E SIDE OF FENCE,
 AY2078'UP ROCKY SLOPE, 0.3 MILE.  THENCE RIGHT ON DIM ROAD 0.25
 AY2078'MILE TO SMALL OAK TREE WITH TRIANGULAR BLAZE.  TURN RIGHT
 AY2078'0.1 MILE TO TOP OF HILL AND STATION.
 AY2078
 AY2078                          STATION RECOVERY (2001)
 AY2078
 AY2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY2078'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0472 ***********************************************************************
 BQ0472  DESIGNATION -  LOVE
 BQ0472  PID         -  BQ0472
 BQ0472  STATE/COUNTY-  TX/HUDSPETH
 BQ0472  USGS QUAD   -  EAGLE MOUNTAINS SW (1972)
 BQ0472
 BQ0472                         *CURRENT SURVEY CONTROL
 BQ0472  ___________________________________________________________________
 BQ0472* NAD 83(1993)-  30 48 27.74235(N)    105 12 13.96413(W)     ADJUSTED  
 BQ0472* NAVD 88     -      1119.     (meters)    3671.     (feet)  SCALED    
 BQ0472  ___________________________________________________________________
 BQ0472  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BQ0472  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BQ0472
 BQ0472  HORZ ORDER  -  FIRST
 BQ0472
 BQ0472.The horizontal coordinates were established by classical geodetic methods
 BQ0472.and adjusted by the National Geodetic Survey in February 1996..
 BQ0472
 BQ0472.The orthometric height was scaled from a topographic map.
 BQ0472
 BQ0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0472
 BQ0472.The geoid height was determined by GEOID03.
 BQ0472
 BQ0472;                    North         East     Units Scale Factor Converg.
 BQ0472;SPC TX C     - 3,136,690.634   234,112.705   MT  0.99988742   -2 30 31.0
 BQ0472;SPC TX C     -10,290,959.19    768,084.77   sFT  0.99988742   -2 30 31.0
 BQ0472;UTM  13      - 3,408,309.040   480,497.516   MT  0.99960469   -0 06 15.9
 BQ0472
 BQ0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0472!SPC TX C     -   0.99982790  x   0.99988742  =   0.99971534
 BQ0472!UTM  13      -   0.99982790  x   0.99960469  =   0.99943266
 BQ0472
 BQ0472|---------------------------------------------------------------------|
 BQ0472| PID    Reference Object                     Distance      Geod. Az  |
 BQ0472|                                                           dddmmss.s |
 BQ0472| CH8918 LOVE RM 1                            18.860 METERS 14816     |
 BQ0472| CH8919 LOVE RM 2                            10.115 METERS 23940     |
 BQ0472| BQ0473 DALE                                APPROX. 5.0 KM 3470713.6 |
 BQ0472|---------------------------------------------------------------------|
 BQ0472
 BQ0472                          SUPERSEDED SURVEY CONTROL
 BQ0472
 BQ0472  NAD 83(1986)-  30 48 27.74803(N)    105 12 13.96329(W) AD(       ) 1
 BQ0472  NAD 27      -  30 48 27.25300(N)    105 12 12.15000(W) AD(       ) 1
 BQ0472
 BQ0472.Superseded values are not recommended for survey control.
 BQ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0472.See file dsdata.txt to determine how the superseded data were derived.
 BQ0472
 BQ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ8049808309(NAD 83)
 BQ0472_MARKER: DS = TRIANGULATION STATION DISK
 BQ0472_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0472_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 BQ0472
 BQ0472  HISTORY     - Date     Condition        Report By
 BQ0472  HISTORY     - 1934     MONUMENTED       CGS
 BQ0472  HISTORY     - 1980     GOOD             LOCENG
 BQ0472
 BQ0472                          STATION DESCRIPTION
 BQ0472
 BQ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0472'ABOUT 27 MILES SOUTH-SOUTHEAST OF SIERRA BLANCA ON THE HIGHEST
 BQ0472'HILL IN THE VICINITY AND AT THE HIGHEST POINT OF A RIDGE
 BQ0472'OVERLOOKING QUITMAN ARROYO TO THE EAST AND MULE CANYON TO
 BQ0472'THE WEST.  THIS RIDGE IS IN THE FIRST HIGH ROW OF HILLS WEST OF
 BQ0472'QUITMAN ARROYO.  THE PEAK IS COVERED WITH GRASS AND CACTUS.
 BQ0472'
 BQ0472'TO REACH FROM THE SIERRA BLANCA POST OFFICE GO EAST ON U.S.
 BQ0472'HIGHWAY 80 FOR 0.40 MILE, LEAVE HIGHWAY AND TURN SOUTH ON THE
 BQ0472'QUITMAN CANYON ROAD, GO 5.0 MILES TO FORKS, TAKE LEFT FORK
 BQ0472'(SOUTH) 11.8 MILES TO A WINDMILL AND TWO SHACKS (RED LIGHT
 BQ0472'WELL), CONTINUE FOR 3.6 MILES ON ROAD DOWN QUITMAN ARROYO,
 BQ0472'LOCALLY KNOWN AS RED LIGHT DRAW, TO A CATTLE GUARD, CONTINUE
 BQ0472'ON THE SAME ROAD 3.4 MILES TO FORKS, TAKE LEFT FORK DOWN ARROYO
 BQ0472'FOR 4.6 MILES, CROSS TWO CATTLE GUARDS, AND CONTINUE 0.2 MILE
 BQ0472'TO ANOTHER FORKS (LEFT FORK GOES TO THE DICK LOVE RANCH
 BQ0472'HOUSE), TAKE RIGHT FORK AND CONTINUE ON MAIN ROAD 3.7 MILES TO
 BQ0472'A WOODEN BRIDGE WITH RAILINGS AND CONTINUE ON ROAD 0.2 MILE
 BQ0472'MORE.  FROM THIS POINT THE RIDGE ON WHICH THE STATION IS
 BQ0472'LOCATED CAN BE SEEN ABOUT ONE MILE TO THE SOUTHWEST.  END
 BQ0472'OF TRUCK TRAVEL.  FROM HERE PACK UP CANYONS AND RIDGES TO
 BQ0472'THE STATION.  ABOUT A HALF-HOUR PACK.
 BQ0472'
 BQ0472'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BQ0472'CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED.
 BQ0472'
 BQ0472'REFERENCE MARK NO. 1 IS EAST OF THE STATION.
 BQ0472'
 BQ0472'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION ON THE SOUTHERN
 BQ0472'SLOPE OF THE RIDGE.
 BQ0472'
 BQ0472'AZIMUTH MARK IS TRIANGULATION STATION DALE AT THE DICK LOVE
 BQ0472'RANCH HOUSE.
 BQ0472'
 BQ0472'A 4-FOOT STAND WAS ERECTED.
 BQ0472'
 BQ0472'BLACK BUTTE IS A PROMINENT ROCKY BUTTE AT THE WEST END OF
 BQ0472'THE EAGLE MTS.
 BQ0472
 BQ0472                          STATION RECOVERY (1980)
 BQ0472
 BQ0472'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0472'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0970 ***********************************************************************
 EN0970  DESIGNATION -  LOVE
 EN0970  PID         -  EN0970
 EN0970  STATE/COUNTY-  TX/DONLEY
 EN0970  USGS QUAD   -  LELIA LAKE CREEK (1982)
 EN0970
 EN0970                         *CURRENT SURVEY CONTROL
 EN0970  ___________________________________________________________________
 EN0970* NAD 83(1993)-  34 56 21.88707(N)    100 37 34.44143(W)     ADJUSTED  
 EN0970* NAVD 88     -       778.23   (+/-2cm)    2553.2    (feet)  VERTCON   
 EN0970  ___________________________________________________________________
 EN0970  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 EN0970  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EN0970
 EN0970  HORZ ORDER  -  THIRD
 EN0970  VERT ORDER  -  THIRD ? (See Below)
 EN0970
 EN0970.The horizontal coordinates were established by classical geodetic methods
 EN0970.and adjusted by the National Geodetic Survey in February 1996..
 EN0970
 EN0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0970.The vertical order pertains to the NGVD 29 superseded value.
 EN0970
 EN0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0970
 EN0970.The geoid height was determined by GEOID03.
 EN0970
 EN0970;                    North         East     Units Scale Factor Converg.
 EN0970;SPC TX N     - 1,104,568.673   279,817.885   MT  0.99994552   +0 30 23.0
 EN0970;SPC TX N     - 3,623,905.72    918,035.84   sFT  0.99994552   +0 30 23.0
 EN0970;UTM  14      - 3,867,531.490   351,487.264   MT  0.99987184   -0 55 53.5
 EN0970
 EN0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0970!SPC TX N     -   0.99988209  x   0.99994552  =   0.99982762
 EN0970!UTM  14      -   0.99988209  x   0.99987184  =   0.99975395
 EN0970
 EN0970                          SUPERSEDED SURVEY CONTROL
 EN0970
 EN0970  NAD 83(1993)-  34 56 21.88862(N)    100 37 34.44033(W) AD(       ) 3
 EN0970  NAD 83(1986)-  34 56 21.89068(N)    100 37 34.43119(W) AD(       ) 3
 EN0970  NGVD 29 (01/19/93)  777.89   (m)         2552.1    (f) LEVELING    3  
 EN0970
 EN0970.Superseded values are not recommended for survey control.
 EN0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0970.See file dsdata.txt to determine how the superseded data were derived.
 EN0970
 EN0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5148767531(NAD 83)
 EN0970_MARKER: DD = SURVEY DISK
 EN0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0970+STABILITY: SURFACE MOTION
 EN0970
 EN0970  HISTORY     - Date     Condition        Report By
 EN0970  HISTORY     - 1958     MONUMENTED       USGS
 EN0970
 EN0970                          STATION DESCRIPTION
 EN0970
 EN0970'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 EN0970'STATION LOCATED 5.1 MI. N. AND 2.1 MI. E. OF FT. WORTH AND DENVER
 EN0970'RAILWAY STATION AT HEDLEY, TEXAS, 0.25 MI. N. OF E-W. RD. AND 315 FT.
 EN0970'W. CENTERLINE N-S. RD., ON TOP OF SMALL, SANDY HILL COVERED WITH
 EN0970'SCRUB OAK.
 EN0970'
 EN0970'TO REACH FROM FT. WORTH AND DENVER RAILWAY STATION AT HEDLEY, TEXAS,
 EN0970'PROCEED SE. 0.2 MI., THENCE NE. ALONG TEXAS STATE HIGHWAY 203 2.0 MI.,
 EN0970'THENCE 3.7 MI. N. ALONG GRADED RD., THENCE 0.6 MI. E. AND 0.25 MI.
 EN0970'N. ALONG GRADED RDS. TO STATION W. OF RD.
 EN0970'
 EN0970'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 EN0970'0.4 FT., STAMPED---LOVE-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1174 ***********************************************************************
 CS1174  DESIGNATION -  LOVE FIELD 2 RM 3
 CS1174  PID         -  CS1174
 CS1174  STATE/COUNTY-  TX/DALLAS
 CS1174  USGS QUAD   -  DALLAS (1981)
 CS1174
 CS1174                         *CURRENT SURVEY CONTROL
 CS1174  ___________________________________________________________________
 CS1174* NAD 83(1986)-  32 51 15.     (N)    096 50 58.     (W)     SCALED    
 CS1174* NAVD 88     -       146.95   (+/-2cm)     482.1    (feet)  VERTCON   
 CS1174  ___________________________________________________________________
 CS1174  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS1174
 CS1174  VERT ORDER  -  THIRD (See Below)
 CS1174
 CS1174.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 CS1174
 CS1174.The horizontal coordinates were scaled from a topographic map and have
 CS1174.an estimated accuracy of +/- 6 seconds.
 CS1174
 CS1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1174.The vertical order pertains to the NGVD 29 superseded value.
 CS1174
 CS1174.The geoid height was determined by GEOID03.
 CS1174
 CS1174;                    North         East    Units  Estimated Accuracy
 CS1174;SPC TXNC     - 2,132,900.      754,480.      MT  (+/- 180 meters Scaled)
 CS1174
 CS1174                          SUPERSEDED SURVEY CONTROL
 CS1174
 CS1174  NGVD 29 (01/29/03)  146.97   (m)          482.2    (f) RESET       3  
 CS1174
 CS1174.Superseded values are not recommended for survey control.
 CS1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1174.See file dsdata.txt to determine how the superseded data were derived.
 CS1174
 CS1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB012371(NAD 83)
 CS1174_MARKER: DR = REFERENCE MARK DISK
 CS1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1174_STAMPING: LOVE FIELD 2 NO 3 1967
 CS1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1174+STABILITY: SURFACE MOTION
 CS1174
 CS1174  HISTORY     - Date     Condition        Report By
 CS1174  HISTORY     - 1967     MONUMENTED       CGS
 CS1174  HISTORY     - 1969     GOOD             NGS
 CS1174  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 CS1174
 CS1174                          STATION DESCRIPTION
 CS1174
 CS1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CS1174'IN DALLAS.
 CS1174'AT LOVE FIELD, CITY OF DALLAS MUNICIPAL AIRPORT.  IN THE NORTHWEST
 CS1174'PART OF AIRPORT BETWEEN THE TRANS-TEXAS AIRWAYS HANGAR AND THE
 CS1174'SOUTHWEST AIRMOTIVE ENGINE DIVISION BUILDING, 42.5 FEET SOUTHEAST OF
 CS1174'THE SOUTHEAST SIDE OF THE SOUTHWEST AIRMOTIVE BUILDING, 46.26 FEET
 CS1174'NORTH OF TRIANGULATION STATION LOVE FIELD 2, 4 FEET SOUTHEAST OF A ROW
 CS1174'OF CEDAR TREES, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  A C AND
 CS1174'GS REFERENCE MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH
 CS1174'PROJECTS 2 INCHES ABOVE THE GROUND.
 CS1174
 CS1174                          STATION RECOVERY (1969)
 CS1174
 CS1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CS1174'RECOVERED IN GOOD CONDITION.
 CS1174
 CS1174                          STATION RECOVERY (1980)
 CS1174
 CS1174'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CS1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1175 ***********************************************************************
 CS1175  DESIGNATION -  LOVE FIELD 2 RM 4
 CS1175  PID         -  CS1175
 CS1175  STATE/COUNTY-  TX/DALLAS
 CS1175  USGS QUAD   -  DALLAS (1981)
 CS1175
 CS1175                         *CURRENT SURVEY CONTROL
 CS1175  ___________________________________________________________________
 CS1175* NAD 83(1986)-  32 51 15.     (N)    096 50 58.     (W)     SCALED    
 CS1175* NAVD 88     -       147.08   (+/-2cm)     482.5    (feet)  VERTCON   
 CS1175  ___________________________________________________________________
 CS1175  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS1175
 CS1175  VERT ORDER  -  THIRD (See Below)
 CS1175
 CS1175.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 CS1175
 CS1175.The horizontal coordinates were scaled from a topographic map and have
 CS1175.an estimated accuracy of +/- 6 seconds.
 CS1175
 CS1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1175.The vertical order pertains to the NGVD 29 superseded value.
 CS1175
 CS1175.The geoid height was determined by GEOID03.
 CS1175
 CS1175;                    North         East    Units  Estimated Accuracy
 CS1175;SPC TXNC     - 2,132,900.      754,480.      MT  (+/- 180 meters Scaled)
 CS1175
 CS1175                          SUPERSEDED SURVEY CONTROL
 CS1175
 CS1175  NGVD 29 (01/29/03)  147.10   (m)          482.6    (f) RESET       3  
 CS1175
 CS1175.Superseded values are not recommended for survey control.
 CS1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1175.See file dsdata.txt to determine how the superseded data were derived.
 CS1175
 CS1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB012371(NAD 83)
 CS1175_MARKER: DR = REFERENCE MARK DISK
 CS1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1175_STAMPING: LOVE FIELD 2 NO 4 1967
 CS1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1175+STABILITY: SURFACE MOTION
 CS1175
 CS1175  HISTORY     - Date     Condition        Report By
 CS1175  HISTORY     - 1967     MONUMENTED       CGS
 CS1175  HISTORY     - 1969     GOOD             NGS
 CS1175  HISTORY     - 1980     POOR             LOCSUR
 CS1175
 CS1175                          STATION DESCRIPTION
 CS1175
 CS1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CS1175'IN DALLAS.
 CS1175'AT LOVE FIELD, CITY OF DALLAS MUNICIPAL AIRPORT.  IN THE NORTHWEST
 CS1175'PART OF AIRPORT BETWEEN THE TRANS-TEXAS AIRWAYS HANGAR AND SOUTHWEST
 CS1175'AIRMOTIVE ENGINE DIVISION BUILDING, 42 FEET SOUTHEAST OF THE SOUTH
 CS1175'CORNER OF THE SOUTHWEST AIRMOTIVE BUILDING, 7 FEET NORTHEAST OF THE
 CS1175'CORNER OF A CHAIN LINK FENCE, 4 FEET SOUTHEAST OF A ROW OF CEDAR TREES
 CS1175'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  A C AND GS REFERENCE
 CS1175'MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 2 INCHES
 CS1175'ABOVE THE SURFACE OF GROUND.
 CS1175
 CS1175                          STATION RECOVERY (1969)
 CS1175
 CS1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CS1175'RECOVERED IN GOOD CONDITION.
 CS1175
 CS1175                          STATION RECOVERY (1980)
 CS1175
 CS1175'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CS1175'THE MARK HAS BEEN DISTURED BY BUILDING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1170 ***********************************************************************
 CS1170  DESIGNATION -  LOVE FIELD RM 1
 CS1170  PID         -  CS1170
 CS1170  STATE/COUNTY-  TX/DALLAS
 CS1170  USGS QUAD   -  DALLAS (1981)
 CS1170
 CS1170                         *CURRENT SURVEY CONTROL
 CS1170  ___________________________________________________________________
 CS1170* NAD 83(1986)-  32 51 14.     (N)    096 50 56.     (W)     SCALED    
 CS1170* NAVD 88     -       148.366  (meters)     486.76   (feet)  ADJUSTED  
 CS1170  ___________________________________________________________________
 CS1170  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS1170  DYNAMIC HT  -         148.198 (meters)     486.21  (feet)  COMP
 CS1170  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CS1170
 CS1170  VERT ORDER  -  FIRST     CLASS II
 CS1170
 CS1170.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 CS1170
 CS1170.The horizontal coordinates were scaled from a topographic map and have
 CS1170.an estimated accuracy of +/- 6 seconds.
 CS1170
 CS1170.The orthometric height was determined by differential leveling
 CS1170.and adjusted by the National Geodetic Survey in June 1991..
 CS1170
 CS1170.The geoid height was determined by GEOID03.
 CS1170
 CS1170.The dynamic height is computed by dividing the NAVD 88
 CS1170.geopotential number by the normal gravity value computed on the
 CS1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1170.degrees latitude (g = 980.6199 gals.).
 CS1170
 CS1170.The modeled gravity was interpolated from observed gravity values.
 CS1170
 CS1170;                    North         East    Units  Estimated Accuracy
 CS1170;SPC TXNC     - 2,132,870.      754,530.      MT  (+/- 180 meters Scaled)
 CS1170
 CS1170                          SUPERSEDED SURVEY CONTROL
 CS1170
 CS1170  NGVD 29 (??/??/92)  148.384  (m)          486.82   (f) ADJ UNCH    1 2
 CS1170
 CS1170.Superseded values are not recommended for survey control.
 CS1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1170.See file dsdata.txt to determine how the superseded data were derived.
 CS1170
 CS1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB012371(NAD 83)
 CS1170_MARKER: DR = REFERENCE MARK DISK
 CS1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1170_STAMPING: LOVE FIELD NO 1 1947
 CS1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1170+STABILITY: SURFACE MOTION
 CS1170
 CS1170  HISTORY     - Date     Condition        Report By
 CS1170  HISTORY     - 1947     MONUMENTED       CGS
 CS1170  HISTORY     - 1967     MARK NOT FOUND   NGS
 CS1170
 CS1170                          STATION DESCRIPTION
 CS1170
 CS1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1170'IN DALLAS.
 CS1170'ABOUT 5.5 MILES NORTHWEST OF THE DALLAS COUNTY COURTHOUSE, AT LOVE
 CS1170'FIELD MUNICIPAL AIRPORT, ABOUT 650 FEET NORTH OF THE AIRPORT TERMINAL,
 CS1170'150 FEET EAST OF TRIANGULATION STATION LOVE FIELD, 62 FEET NORTHEAST
 CS1170'OF THE CENTER LINE OF LEMMON AVENUE, 12 FEET SOUTHWEST OF THE CENTER
 CS1170'LINE OF AN ALLEY, 2 FEET WEST OF POWER POLE 169, 2 FEET NORTH OF A 4X4
 CS1170'MARKER POST WHICH IS SET IN CONCRETE.  A BRONZE REFERENCE MARK DISK
 CS1170'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 CS1170'GROUND.  NOTE-- COVERED W/CONCRETE.
 CS1170
 CS1170                          STATION RECOVERY (1967)
 CS1170
 CS1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CS1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1172 ***********************************************************************
 CS1172  DESIGNATION -  LOVE FIELD RM 2
 CS1172  PID         -  CS1172
 CS1172  STATE/COUNTY-  TX/DALLAS
 CS1172  USGS QUAD   -  DALLAS (1981)
 CS1172
 CS1172                         *CURRENT SURVEY CONTROL
 CS1172  ___________________________________________________________________
 CS1172* NAD 83(1986)-  32 51 14.     (N)    096 50 56.     (W)     SCALED    
 CS1172* NAVD 88     -       147.025  (meters)     482.36   (feet)  ADJUSTED  
 CS1172  ___________________________________________________________________
 CS1172  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS1172  DYNAMIC HT  -         146.858 (meters)     481.82  (feet)  COMP
 CS1172  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CS1172
 CS1172  VERT ORDER  -  FIRST     CLASS II
 CS1172
 CS1172.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 CS1172
 CS1172.The horizontal coordinates were scaled from a topographic map and have
 CS1172.an estimated accuracy of +/- 6 seconds.
 CS1172
 CS1172.The orthometric height was determined by differential leveling
 CS1172.and adjusted by the National Geodetic Survey in June 1991..
 CS1172
 CS1172.The geoid height was determined by GEOID03.
 CS1172
 CS1172.The dynamic height is computed by dividing the NAVD 88
 CS1172.geopotential number by the normal gravity value computed on the
 CS1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1172.degrees latitude (g = 980.6199 gals.).
 CS1172
 CS1172.The modeled gravity was interpolated from observed gravity values.
 CS1172
 CS1172;                    North         East    Units  Estimated Accuracy
 CS1172;SPC TXNC     - 2,132,870.      754,530.      MT  (+/- 180 meters Scaled)
 CS1172
 CS1172                          SUPERSEDED SURVEY CONTROL
 CS1172
 CS1172  NGVD 29 (??/??/92)  147.043  (m)          482.42   (f) ADJ UNCH    1 2
 CS1172
 CS1172.Superseded values are not recommended for survey control.
 CS1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1172.See file dsdata.txt to determine how the superseded data were derived.
 CS1172
 CS1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB012371(NAD 83)
 CS1172_MARKER: DR = REFERENCE MARK DISK
 CS1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1172_STAMPING: LOVE FIELD NO 2 1947
 CS1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1172+STABILITY: SURFACE MOTION
 CS1172
 CS1172  HISTORY     - Date     Condition        Report By
 CS1172  HISTORY     - 1947     MONUMENTED       CGS
 CS1172  HISTORY     - 1967     MARK NOT FOUND   NGS
 CS1172
 CS1172                          STATION DESCRIPTION
 CS1172
 CS1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1172'IN DALLAS.
 CS1172'ABOUT 5.5 MILES NORTHWEST OF THE DALLAS COUNTY COURTHOUSE, AT LOVE
 CS1172'FIELD MUNICIPAL AIRPORT, ABOUT 829 FEET NORTH OF THE AIRPORT TERMINAL,
 CS1172'256 FEET NORTHEAST OF THE CENTER LINE OF LEMMON AVENUE, 129 FEET
 CS1172'NORTHWEST OF TRIANGULATION STATION LOVE FIELD, 12 FEET SOUTHWEST OF
 CS1172'THE CENTER LINE OF AN ALLEY, 3 FEET EAST OF POWER POLE 167.  A BRONZE
 CS1172'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 CS1172'INCHES ABOVE THE GROUND.  NOTE-- COVERED W/CONCRETE.
 CS1172
 CS1172                          STATION RECOVERY (1967)
 CS1172
 CS1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CS1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1278 ***********************************************************************
 CR1278  DESIGNATION -  LOVE LOOKOUT TOWER
 CR1278  PID         -  CR1278
 CR1278  STATE/COUNTY-  TX/CHEROKEE
 CR1278  USGS QUAD   -  MOUNT SELMAN (1973)
 CR1278
 CR1278                         *CURRENT SURVEY CONTROL
 CR1278  ___________________________________________________________________
 CR1278* NAD 83(1993)-  32 01 48.54937(N)    095 16 50.17293(W)     ADJUSTED  
 CR1278* NAVD 88     -                                                        
 CR1278  ___________________________________________________________________
 CR1278  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CR1278  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR1278
 CR1278  HORZ ORDER  -  THIRD
 CR1278
 CR1278.The horizontal coordinates were established by classical geodetic methods
 CR1278.and adjusted by the National Geodetic Survey in February 1996..
 CR1278
 CR1278
 CR1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1278
 CR1278.The geoid height was determined by GEOID03.
 CR1278
 CR1278;                    North         East     Units Scale Factor Converg.
 CR1278;SPC TX C     - 3,272,859.078 1,177,148.286   MT  1.00004274   +2 36 08.8
 CR1278;SPC TX C     -10,737,705.16  3,862,027.33   sFT  1.00004274   +2 36 08.8
 CR1278;SPC TXNC     - 2,044,968.123   904,072.861   MT  1.00003018   +1 45 21.0
 CR1278;SPC TXNC     - 6,709,199.58  2,966,112.38   sFT  1.00003018   +1 45 21.0
 CR1278;UTM  15      - 3,546,051.931   284,630.261   MT  1.00017207   -1 12 36.1
 CR1278
 CR1278                          SUPERSEDED SURVEY CONTROL
 CR1278
 CR1278  NAD 83(1986)-  32 01 48.55877(N)    095 16 50.15870(W) AD(       ) 4
 CR1278  NAD 27      -  32 01 47.95900(N)    095 16 49.34000(W) AD(       ) 3
 CR1278
 CR1278.Superseded values are not recommended for survey control.
 CR1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1278.See file dsdata.txt to determine how the superseded data were derived.
 CR1278
 CR1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8463046052(NAD 83)
 CR1278_MARKER: 57 = LOOKOUT TOWER
 CR1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1278+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 CR1278
 CR1278  HISTORY     - Date     Condition        Report By
 CR1278  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1278  HISTORY     - 19960420 GOOD             USPSQD
 CR1278  HISTORY     - 20030707 GOOD             USPSQD
 CR1278  HISTORY     - 20040815 GOOD             USPSQD
 CR1278
 CR1278                          STATION DESCRIPTION
 CR1278
 CR1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1278'STATION IS LOCATED ABOUT 4 MILES NORTH OF JACKSONVILLE, ABOUT
 CR1278'3 MILES SOUTH OF MT. SELMAN AND ABOUT 100 FEET EAST OF U.S.
 CR1278'HIGHWAY 69.  THE LOOKOUT HOUSE IS SUPPORTED BY A FOUR LEGGED
 CR1278'STEEL STRUCTURE, AND HAS AN OVERALL HEIGHT OF 130 FEET.
 CR1278'
 CR1278'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 CR1278'
 CR1278'TO REACH THE STATION FROM THE POST OFFICE IN MT. SELMAN GO
 CR1278'SOUTH ON U.S. HIGHWAY 69 FOR 2.8 MILE TO THE LOOKOUT TOWER
 CR1278'ON THE LEFT AS DESCRIBED.
 CR1278
 CR1278                          STATION RECOVERY (1996)
 CR1278
 CR1278'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1278'RECOVERED IN GOOD CONDITION.
 CR1278
 CR1278                          STATION RECOVERY (2003)
 CR1278
 CR1278'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CR1278'RECOVERED IN GOOD CONDITION.
 CR1278
 CR1278                          STATION RECOVERY (2004)
 CR1278
 CR1278'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CR1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2454 ***********************************************************************
 CS2454  DESIGNATION -  LOVELACE RESET
 CS2454  PID         -  CS2454
 CS2454  STATE/COUNTY-  TX/HILL
 CS2454  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2454
 CS2454                         *CURRENT SURVEY CONTROL
 CS2454  ___________________________________________________________________
 CS2454* NAD 83(1993)-  32 05 53.16161(N)    097 07 44.66933(W)     ADJUSTED  
 CS2454* NAVD 88     -       201.705  (meters)     661.76   (feet)  ADJUSTED  
 CS2454  ___________________________________________________________________
 CS2454  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 CS2454  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS2454  DYNAMIC HT  -         201.457 (meters)     660.95  (feet)  COMP
 CS2454  MODELED GRAV-     979,405.2   (mgal)                       NAVD 88
 CS2454
 CS2454  HORZ ORDER  -  SECOND
 CS2454  VERT ORDER  -  FIRST     CLASS II
 CS2454
 CS2454.The horizontal coordinates were established by classical geodetic methods
 CS2454.and adjusted by the National Geodetic Survey in February 1996..
 CS2454
 CS2454.The orthometric height was determined by differential leveling
 CS2454.and adjusted by the National Geodetic Survey in June 1991..
 CS2454
 CS2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2454
 CS2454.The geoid height was determined by GEOID03.
 CS2454
 CS2454.The dynamic height is computed by dividing the NAVD 88
 CS2454.geopotential number by the normal gravity value computed on the
 CS2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2454.degrees latitude (g = 980.6199 gals.).
 CS2454
 CS2454.The modeled gravity was interpolated from observed gravity values.
 CS2454
 CS2454;                    North         East     Units Scale Factor Converg.
 CS2454;SPC TXNC     - 2,048,687.664   729,402.524   MT  1.00000994   +0 44 51.7
 CS2454;SPC TXNC     - 6,721,402.78  2,393,048.11   sFT  1.00000994   +0 44 51.7
 CS2454;UTM  14      - 3,552,841.440   676,544.230   MT  0.99998438   +0 59 39.9
 CS2454
 CS2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2454!SPC TXNC     -   0.99997259  x   1.00000994  =   0.99998253
 CS2454!UTM  14      -   0.99997259  x   0.99998438  =   0.99995697
 CS2454
 CS2454|---------------------------------------------------------------------|
 CS2454| PID    Reference Object                     Distance      Geod. Az  |
 CS2454|                                                           dddmmss.s |
 CS2454| CY1537 LOVELACE RM 1                        34.098 METERS 07906     |
 CS2454| CS3061 HILLSBORO RADIO STA KHBR MAST       APPROX. 8.2 KM 1783645.9 |
 CS2454| CS3065 HILLSBORO HILL CO CTHSE TOWER       APPROX. 9.6 KM 1805639.2 |
 CS2454| CY1539 LOVELACE RM 3                                      18211     |
 CS2454| CY1538 LOVELACE RM 2                        30.212 METERS 34632     |
 CS2454| CY1536 LOVELACE AZ MK                                     3481329.8 |
 CS2454| CS3067 ITASCA COTTON MFG CO TANK           APPROX. 5.7 KM 3501356.8 |
 CS2454|---------------------------------------------------------------------|
 CS2454
 CS2454                          SUPERSEDED SURVEY CONTROL
 CS2454
 CS2454  NAD 83(1986)-  32 05 53.16885(N)    097 07 44.64943(W) AD(       ) 2
 CS2454  NAD 27      -  32 05 52.62100(N)    097 07 43.62400(W) AD(       ) 2
 CS2454
 CS2454.Superseded values are not recommended for survey control.
 CS2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2454.See file dsdata.txt to determine how the superseded data were derived.
 CS2454
 CS2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7654452841(NAD 83)
 CS2454_MARKER: DS = TRIANGULATION STATION DISK
 CS2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2454_SP_SET: CONCRETE POST
 CS2454_STAMPING: LOVELACE 1948 1979
 CS2454_MARK LOGO: NGS   
 CS2454_PROJECTION: FLUSH
 CS2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2454+STABILITY: SURFACE MOTION
 CS2454
 CS2454  HISTORY     - Date     Condition        Report By
 CS2454  HISTORY     - 1979     MONUMENTED       NGS
 CS2454  HISTORY     - 1979     GOOD             NGS
 CS2454  HISTORY     - 1980     GOOD             NGS
 CS2454  HISTORY     - 1983     GOOD             NGS
 CS2454  HISTORY     - 19990220 GOOD             USPSQD
 CS2454  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 CS2454
 CS2454                          STATION DESCRIPTION
 CS2454
 CS2454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 CS2454'THE STATION SUB-SURFACE MARK AND REFERENCE MARK NO.1 WERE RECOVERED
 CS2454'AND FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK, REFERENCE
 CS2454'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED BY
 CS2454'ROAD CONSTRUCTION, A DIFFERENCE WAS FOUND IN THE DISTANCE TO
 CS2454'REFERENCE MARK NO.1, THE DIRECTION TO THE MARK WAS VERIFIED.
 CS2454'
 CS2454'THE STATION SURFACE MARK AND REFERENCE MARK NO.3 WERE
 CS2454'RE-ESTABLISHED.
 CS2454'
 CS2454'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CS2454'
 CS2454'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF HILLSBORO, 4.5 MILES
 CS2454'SOUTH OF ITASCA, AND ON THE WEST RIGHT OF WAY OF OLD U.S. HIGHWAY 81.
 CS2454'
 CS2454'TO REACH THE STATION FROM THE POST OFFICE IN ITASCA, GO SOUTHERLY ON
 CS2454'OLD U.S. HIGHWAY 81 FOR 2.2 MILES TO JUNCTION OF FARM ROAD
 CS2454'3147.  CONTINUE SOUTHERLY ON U.S. HIGHWAY 81 FOR 1.3 MILES TO
 CS2454'STATION ON THE RIGHT.
 CS2454'
 CS2454'STATION MARKS ARE STANDARD DISKS STAMPED LOVELACE 1948 1979.  THE
 CS2454'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 CS2454'FLUSH WITH THE GROUND.  IT IS 58.4 FEET EAST NORTHEAST OF THE EAST
 CS2454'RAIL OF RAILROAD TRACKS, 59.8 FEET SOUTHEAST OF A TELEPHONE POLE, WITH
 CS2454'AN OULET BOX ON POLE, 50 FEET WEST SOUTHWEST OF THE CENTER OF
 CS2454'U.S. HIGHWAY 81, 48 FEET NORTH OF THE CENTER OF A FIELD ROAD, WHICH IS
 CS2454'ALSO A RAILROAD CROSSING AND 1 FOOT EAST OF A METAL WITNESS POST.
 CS2454'
 CS2454'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED LOVELACE NO 1 1948
 CS2454'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS ABOUT 4-INCHES BELOW
 CS2454'THE SURFACE OF THE GROUND.  IT IS 63 FEET EAST OF THE CENTER OF
 CS2454'U.S. HIGHWAY 81, 14 FEET SOUTH OF THE CENTER OF A FIELD ROAD AND 2
 CS2454'FEET NORTHEAST OF A FENCE CORNER POST.
 CS2454'
 CS2454'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED LOVELACE 1948 NO 3
 CS2454'1979 SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH
 CS2454'THE GROUND.  IT IS 77 FEET WEST SOUTHWEST OF U.S. HIGHWAY 81, 71 FEET
 CS2454'SOUTH OF THE CENTER OF A FIELD ROAD, WHICH IS ALSO A RAILROAD
 CS2454'CROSSING, 33 FEET EAST NORTHEAST OF THE EAST RAIL OF RAILROAD TRACKS,
 CS2454'2 FEET NORTH OF A TELEPHONE POLE AND 1-FOOT NORTHEAST OF A METAL
 CS2454'WITNESS POST.
 CS2454'
 CS2454'THE STATION SUB-SURFACE DISK IS SET IN AN IRREGULAR MAST OF CONCRETE
 CS2454'THAT IS ABOUT 28 INCHES BELOW THE SURFACE OF THE GROUND.  METAL PLUG
 CS2454'PLACED IN CONCRETE
 CS2454
 CS2454                          STATION RECOVERY (1980)
 CS2454
 CS2454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JN)
 CS2454'LOVELACE 1948 - 1979 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS2454'
 CS2454'RM 1 AND RM 2 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS2454'
 CS2454'AZI MK DID NOT SEARCH.
 CS2454'
 CS2454'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI NORTH HILLSBORO.
 CS2454
 CS2454                          STATION RECOVERY (1983)
 CS2454
 CS2454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2454'9.9 KM (6.15 MI) NORTH FROM HILLSBORO.
 CS2454'9.9 KM (6.15 MI) NORTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS
 CS2454'RAILROAD FROM THE RAILROAD STATION IN HILLSBORO, 0.4 KM (0.25 MI)
 CS2454'NORTH OF MILEPOST 806, 19.6 METERS (64.3 FT) SOUTH-SOUTHEAST OF A
 CS2454'UTILITY POLE, 16.5 METERS (54.1 FT) EAST OF THE NEAR RAIL AND 15.9
 CS2454'METERS (52.2 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 81.
 CS2454'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CS2454'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CS2454
 CS2454                          STATION RECOVERY (1999)
 CS2454
 CS2454'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2454'RECOVERED IN GOOD CONDITION.
 CS2454
 CS2454                          STATION RECOVERY (2003)
 CS2454
 CS2454'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS2454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2755 ***********************************************************************
 BY2755  DESIGNATION -  LOVELADY MUNICIPAL TANK
 BY2755  PID         -  BY2755
 BY2755  STATE/COUNTY-  TX/HOUSTON
 BY2755  USGS QUAD   -  LOVELADY NORTH (1963)
 BY2755
 BY2755                         *CURRENT SURVEY CONTROL
 BY2755  ___________________________________________________________________
 BY2755* NAD 83(1993)-  31 07 34.88593(N)    095 26 41.26685(W)     ADJUSTED  
 BY2755* NAVD 88     -                                                        
 BY2755  ___________________________________________________________________
 BY2755  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BY2755  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY2755
 BY2755  HORZ ORDER  -  THIRD
 BY2755
 BY2755.The horizontal coordinates were established by classical geodetic methods
 BY2755.and adjusted by the National Geodetic Survey in February 1996..
 BY2755
 BY2755
 BY2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2755
 BY2755.The geoid height was determined by GEOID03.
 BY2755
 BY2755;                    North         East     Units Scale Factor Converg.
 BY2755;SPC TX C     - 3,172,056.377 1,166,055.296   MT  0.99988411   +2 31 04.4
 BY2755;SPC TX C     -10,406,988.30  3,825,633.08   sFT  0.99988411   +2 31 04.4
 BY2755;UTM  15      - 3,446,177.576   266,880.060   MT  1.00027038   -1 15 51.7
 BY2755
 BY2755                          SUPERSEDED SURVEY CONTROL
 BY2755
 BY2755  NAD 83(1986)-  31 07 34.89609(N)    095 26 41.25247(W) AD(       ) 4
 BY2755  NAD 27      -  31 07 34.24500(N)    095 26 40.45300(W) AD(       ) 3
 BY2755
 BY2755.Superseded values are not recommended for survey control.
 BY2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2755.See file dsdata.txt to determine how the superseded data were derived.
 BY2755
 BY2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ6688046178(NAD 83)
 BY2755_MARKER: 53 = ELEVATED TANK
 BY2755
 BY2755  HISTORY     - Date     Condition        Report By
 BY2755  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2755  HISTORY     - 1944     GOOD             TXHD
 BY2755
 BY2755                          STATION DESCRIPTION
 BY2755
 BY2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2755'STATION IS IN THE CENTRAL PART OF THE TOWN OF LOVELADY, 165
 BY2755'FEET E OF STATE HIGHWAY 45 AND ABOUT 300 FEET SE OF THE
 BY2755'MISSOURI PACIFIC RAILROAD DEPOT.
 BY2755'
 BY2755'THE TANK IS SUPPORTED BY FOUR LEGS, OF STEEL CONSTRUCTION, IS
 BY2755'PAINTED ALUMINUM AND IS 125 FEET HIGH.  THE NAME LOVELADY IS
 BY2755'PRINTED IN BLACK LETTERS ON THE W SIDE.
 BY2755'
 BY2755'THE POINT LOCATED WAS A STEEL BALL CENTERED AT THE TOP.
 BY2755'
 BY2755'THIS IS AN INTERSECTION STATION.
 BY2755
 BY2755                          STATION RECOVERY (1944)
 BY2755
 BY2755'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1944 (GC)
 BY2755'THE FOLLOWING IS SUGGESTED AS A MORE ACCURATE DESCRIPTION FOR
 BY2755'THE LOCATION OF LOVELADY MUNICIPAL TANK.
 BY2755'
 BY2755'THE STATION IS LOCATED IN THE CENTRAL PART OF THE TOWN OF
 BY2755'LOVELADY, 204 FEET E OF STATE HIGHWAY 45, AND 150 FEET S OF THE
 BY2755'SOUTH PROP LINE OF HOUSTON STREET.
 BY2755'
 BY2755'DISTANCE TO M.P.R.R. DEPOT WAS NOT CHECKED.
 BY2755'
 BY2755'NOTE--SOUTH ABOVE IS PARALLEL TO SOUTHERLY STREETS, SIMILARLY
 BY2755'EAST IS PARALLEL TO EASTERLY STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1124 ***********************************************************************
 CA1124  DESIGNATION -  LOVELESS
 CA1124  PID         -  CA1124
 CA1124  STATE/COUNTY-  TX/CONCHO
 CA1124  USGS QUAD   -  PASCHE (1970)
 CA1124
 CA1124                         *CURRENT SURVEY CONTROL
 CA1124  ___________________________________________________________________
 CA1124* NAD 83(1993)-  31 07 38.84304(N)    099 40 38.87244(W)     ADJUSTED  
 CA1124* NAVD 88     -       620.5    (meters)    2036.     (feet)  VERTCON   
 CA1124  ___________________________________________________________________
 CA1124  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CA1124  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CA1124
 CA1124  HORZ ORDER  -  SECOND
 CA1124
 CA1124.The horizontal coordinates were established by classical geodetic methods
 CA1124.and adjusted by the National Geodetic Survey in February 1996..
 CA1124
 CA1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1124
 CA1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1124
 CA1124.The geoid height was determined by GEOID03.
 CA1124
 CA1124;                    North         East     Units Scale Factor Converg.
 CA1124;SPC TX C     - 3,162,120.485   762,547.187   MT  0.99988415   +0 20 16.1
 CA1124;SPC TX C     -10,374,390.29  2,501,790.23   sFT  0.99988415   +0 20 16.1
 CA1124;UTM  14      - 3,443,924.845   435,410.601   MT  0.99965146   -0 21 00.8
 CA1124
 CA1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1124!SPC TX C     -   0.99990624  x   0.99988415  =   0.99979040
 CA1124!UTM  14      -   0.99990624  x   0.99965146  =   0.99955774
 CA1124
 CA1124|---------------------------------------------------------------------|
 CA1124| PID    Reference Object                     Distance      Geod. Az  |
 CA1124|                                                           dddmmss.s |
 CA1124| CV5567 LOVELESS RM 1                        28.743 METERS 08804     |
 CA1124| CV5568 LOVELESS RM 2                        29.039 METERS 17744     |
 CA1124| CV5846 WINDMILL                                           2921744.1 |
 CA1124|---------------------------------------------------------------------|
 CA1124
 CA1124                          SUPERSEDED SURVEY CONTROL
 CA1124
 CA1124  NAD 83(1986)-  31 07 38.85062(N)    099 40 38.85814(W) AD(       ) 2
 CA1124  NAD 27      -  31 07 38.24768(N)    099 40 37.61363(W) AD(       ) 2
 CA1124  NGVD 29 (07/19/86)  620.4    (m)         2035.     (f) VERT ANG       
 CA1124
 CA1124.Superseded values are not recommended for survey control.
 CA1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1124.See file dsdata.txt to determine how the superseded data were derived.
 CA1124
 CA1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV3541143925(NAD 83)
 CA1124_MARKER: DD = SURVEY DISK
 CA1124_SETTING: 0 = UNSPECIFIED SETTING
 CA1124
 CA1124  HISTORY     - Date     Condition        Report By
 CA1124  HISTORY     - 1971     MONUMENTED       USGS
 CA1124
 CA1124                          STATION DESCRIPTION
 CA1124
 CA1124'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1124'THE STATION IS LOCATED SOUTH 58 DEG EAST, 12 MILES AIRLINE
 CA1124'FROM EDEN, TEXAS.  0.5 MILE WEST OF A T-ROAD SOUTH AND 75
 CA1124'FEET NORTH OF AN EAST-WEST GRAVEL ROAD ON LAND OWNED BY
 CA1124'WILL RAY LOVELESS.
 CA1124'
 CA1124'TO REACH FROM EDEN, TEXAS, GO 4.4 MILES SOUTH ON U.S. HIGHWAY
 CA1124'83 TO GRAVEL ROAD LEFT (EAST) AT CURVE, GO 4.1 MILES EAST
 CA1124'ON GRAVEL ROAD TO T-ROAD WEST, TURN RIGHT AND GO 6.4 MILES
 CA1124'SOUTH AND EAST TO STATION SITE ON THE LEFT (NORTH).  55
 CA1124'FEET NORTH OF A USGS WITNESS SIGN MOUNTED ON THE NORTH
 CA1124'RIGHT-OF-WAY FENCE.
 CA1124'
 CA1124'STATION MARK AND THE TWO REFERENCE MARKS ARE ALL STANDARD
 CA1124'BRONZE TABLETS, SOLDERED TO COPPER COATED STEEL RODS, CENTERED
 CA1124'IN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED
 CA1124'WITH GRAVEL.  THE TABLETS ARE FLUSH WITH THE GROUND.
 CA1124'
 CA1124'STATION MARK--THE ROD IS DRIVEN TO REFUSAL 5.7 FEET, TABLET
 CA1124'STAMPED LOVELESS ET 1971.
 CA1124'
 CA1124'REFERENCE MARK NO. 1--THE ROD IS DRIVEN TO REFUSAL 6.0 FEET,
 CA1124'TABLET STAMPED LOVELESS ET NO. 1 1971.
 CA1124'
 CA1124'REFERENCE MARK NO. 2--IN THE SOUTH RIGHT OF WAY FENCE, 20
 CA1124'FEET SOUTH OF EAST-WEST ROAD, THE ROD IS DRIVEN TO REFUSAL
 CA1124'5.9 FEET, TABLET STAMPED LOVELESS ET NO. 2 1971.
 CA1124'
 CA1124'NO STATIONS ARE VISIBLE FROM THE GROUND, AND THERE IS NO
 CA1124'SUITABLE LOCATION FOR AN AZIMUTH MARK DUE TO TREES AT THE
 CA1124'SITE.  AN AZIMUTH WAS DETERMINED TO THE VERTICAL SHAFT OF
 CA1124'A WINDMILL 1.1 MILE WEST-NORTHWEST.
 CA1124'
 CA1124'ALL PRIMARY OBSERVATIONS WERE MADE FROM A TOWER (HI=50 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0762 ***********************************************************************
 DO0762  DESIGNATION -  LOVING
 DO0762  PID         -  DO0762
 DO0762  STATE/COUNTY-  TX/YOUNG
 DO0762  USGS QUAD   -  LAKE EDDLEMAN (1981)
 DO0762
 DO0762                         *CURRENT SURVEY CONTROL
 DO0762  ___________________________________________________________________
 DO0762* NAD 83(1993)-  33 14 33.13582(N)    098 32 13.04598(W)     ADJUSTED  
 DO0762* NAVD 88     -       410.9    (meters)    1348.     (feet)  VERTCON   
 DO0762  ___________________________________________________________________
 DO0762  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DO0762  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DO0762
 DO0762  HORZ ORDER  -  FIRST
 DO0762
 DO0762.The horizontal coordinates were established by classical geodetic methods
 DO0762.and adjusted by the National Geodetic Survey in February 1996..
 DO0762
 DO0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0762
 DO0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0762
 DO0762.The geoid height was determined by GEOID03.
 DO0762
 DO0762;                    North         East     Units Scale Factor Converg.
 DO0762;SPC TXNC     - 2,174,749.158   596,556.130   MT  0.99987815   -0 01 12.6
 DO0762;SPC TXNC     - 7,134,989.53  1,957,201.24   sFT  0.99987815   -0 01 12.6
 DO0762;UTM  14      - 3,678,270.778   543,136.981   MT  0.99962294   +0 15 13.8
 DO0762
 DO0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0762!SPC TXNC     -   0.99993998  x   0.99987815  =   0.99981813
 DO0762!UTM  14      -   0.99993998  x   0.99962294  =   0.99956294
 DO0762
 DO0762:                Primary Azimuth Mark                     Grid Az
 DO0762:SPC TXNC     -  LOVING RM 2                              011 32 35.5
 DO0762:UTM  14      -  LOVING RM 2                              011 16 09.1
 DO0762
 DO0762|---------------------------------------------------------------------|
 DO0762| PID    Reference Object                     Distance      Geod. Az  |
 DO0762|                                                           dddmmss.s |
 DO0762| CX8582 LOVING RM 2                                        0113122.9 |
 DO0762| DO0749 LOVING MCI MICROWAVE                APPROX. 6.1 KM 0584245.0 |
 DO0762| DO0742 LOVING CABLE TV MAST                APPROX. 7.3 KM 0915818.0 |
 DO0762| CX8581 LOVING RM 1                          23.291 METERS 15951     |
 DO0762| DO0763 LIGON                                13.441 METERS 22859     |
 DO0762|---------------------------------------------------------------------|
 DO0762
 DO0762                          SUPERSEDED SURVEY CONTROL
 DO0762
 DO0762  NAD 83(1993)-  33 14 33.13705(N)    098 32 13.04510(W) AD(       ) 1
 DO0762  NAD 83(1986)-  33 14 33.13841(N)    098 32 13.03213(W) AD(       ) 1
 DO0762  NAD 27      -  33 14 32.73420(N)    098 32 11.83051(W) AD(       ) 1
 DO0762  NGVD 29 (07/19/86)  410.8    (m)         1348.     (f) VERT ANG       
 DO0762
 DO0762.Superseded values are not recommended for survey control.
 DO0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0762.See file dsdata.txt to determine how the superseded data were derived.
 DO0762
 DO0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4313778271(NAD 83)
 DO0762_MARKER: DS = TRIANGULATION STATION DISK
 DO0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0762
 DO0762  HISTORY     - Date     Condition        Report By
 DO0762  HISTORY     - 1975     MONUMENTED       NGS
 DO0762
 DO0762                          STATION DESCRIPTION
 DO0762
 DO0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0762'THE STATION IS ABOUT 20 MILES WEST OF JACKSBORO, 14-1/2 MILES
 DO0762'SOUTHEAST OF OLNEY, 11-1/2 MILES EAST-NORTHEAST OF NEWCASTLE, 9-1/2
 DO0762'MILES NORTH-NORTHEAST OF GRAHAM AND 2 MILES SOUTHEAST OF
 DO0762'LOVING.  IT IS ON A HIGH ROCKY KNOLL THAT IS THE PROPERTY OF
 DO0762'MR. NOEL LIGON, WHO LIVES IN THE NORTHWEST EDGE OF LOVING, 0.3
 DO0762'MILE WEST OF THE UNITED METHODIST CHURCH.  PHONE NUMBER 378-2436.
 DO0762'
 DO0762'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 199 AND
 DO0762'16 IN THE EAST EDGE OF LOVING, GO SOUTH ON STATE HIGHWAY 16 FOR 1.25
 DO0762'MILE TO CROSSROAD.  TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 1.3
 DO0762'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.3 MILE TO
 DO0762'A WIRE GATE ON THE RIGHT.  PASS THROUGH GATE AND GO NORTHERLY ON
 DO0762'TRACK ROAD FOR 0.15 MILE TO CROSSROAD.  TURN RIGHT KEEPING
 DO0762'NORTHERLY FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 DO0762'WEST AND NORTHWEST UP HILL ON TRACK ROAD FOR 0.25 MILE TO A
 DO0762'LEVELED AREA.  BEAR LEFT AND CONTINUE UP HILL FOR 0.1 MILE TO
 DO0762'STATION ON THE RIGHT, AS DESCRIBED.
 DO0762'
 DO0762'STATION MARKS ARE STANDARD DISKS STAMPED LOVING 1975.  THE SURFACE
 DO0762'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0762'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET
 DO0762'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF TRACK ROAD AND 22
 DO0762'FEET SOUTHEAST OF MESQUITE TREE.  THE STATION IS ON THE EAST END
 DO0762'OF THE KNOLL.  THE UNDERGROUND DISK IS CEMENTED IN DRILL HOLE 30
 DO0762'INCHES BELOW THE GROUND SURFACE.
 DO0762'
 DO0762'REFERENCE MARK 1, A STANDARD DISK STAMPED LOVING NO 1 1975, IS
 DO0762'CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 10 FEET
 DO0762'SOUTHEAST OF THE APPROXIMATE CENTER OF TRACK ROAD.
 DO0762'
 DO0762'LIGON ET USGS, A STANDARD US GEOLOGICAL STATION MARK DISK STAMPED
 DO0762'LIGON ET 1963, IS CEMENTED IN THE TOP OF A 6-INCH SQUARE CONCRETE
 DO0762'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 38
 DO0762'FEET SOUTHWEST OF A MESQUITE TREE.
 DO0762'
 DO0762'REFERENCE MARK 2, A STANDARD DISK STAMPED LOVING NO 2 1975, IS SET
 DO0762'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 DO0762'2 INCHES ABOVE GROUND SURFACE.  IT IS 61 FEET NORTH OF THE
 DO0762'CENTERLINE OF STATE HIGHWAY 199, 19.5 FEET EAST OF THE CENTER OF
 DO0762'AN IRON GATE AND 2 FEET WEST OF A METAL WITNESS POST WITH SIGN
 DO0762'ATTACHED.
 DO0762'
 DO0762'TO REACH REFERENCE MARK 2 FROM THE POST OFFICE IN LOVING, GO WEST
 DO0762'ON STATE HIGHWAY 199 FOR 1.2 MILE TO THE MARK ON THE RIGHT, NORTH
 DO0762'SIDE OF ROAD.  AS DESCRIBED.
 DO0762'
 DO0762'HEIGHT OF LIGHT ABOVE STATION MARK 18.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0742 ***********************************************************************
 DO0742  DESIGNATION -  LOVING CABLE TV MAST
 DO0742  PID         -  DO0742
 DO0742  STATE/COUNTY-  TX/YOUNG
 DO0742  USGS QUAD   -  BRYSON (1981)
 DO0742
 DO0742                         *CURRENT SURVEY CONTROL
 DO0742  ___________________________________________________________________
 DO0742* NAD 83(1993)-  33 14 24.92108(N)    098 27 32.12857(W)     ADJUSTED  
 DO0742* NAVD 88     -                                                        
 DO0742  ___________________________________________________________________
 DO0742  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DO0742  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DO0742
 DO0742  HORZ ORDER  -  THIRD
 DO0742
 DO0742.The horizontal coordinates were established by classical geodetic methods
 DO0742.and adjusted by the National Geodetic Survey in February 1996..
 DO0742
 DO0742
 DO0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0742
 DO0742.The geoid height was determined by GEOID03.
 DO0742
 DO0742;                    North         East     Units Scale Factor Converg.
 DO0742;SPC TXNC     - 2,174,496.252   603,827.723   MT  0.99987802   +0 01 20.6
 DO0742;SPC TXNC     - 7,134,159.79  1,981,058.12   sFT  0.99987802   +0 01 20.6
 DO0742;UTM  14      - 3,678,052.715   550,407.875   MT  0.99963133   +0 17 47.8
 DO0742
 DO0742                          SUPERSEDED SURVEY CONTROL
 DO0742
 DO0742  NAD 83(1993)-  33 14 24.92223(N)    098 27 32.12769(W) AD(       ) 4
 DO0742  NAD 83(1986)-  33 14 24.92338(N)    098 27 32.11487(W) AD(       ) 4
 DO0742  NAD 27      -  33 14 24.51786(N)    098 27 30.92094(W) AD(       ) 3
 DO0742
 DO0742.Superseded values are not recommended for survey control.
 DO0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0742.See file dsdata.txt to determine how the superseded data were derived.
 DO0742
 DO0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5040878053(NAD 83)
 DO0742_MARKER: 42 = RADIO/TV MAST
 DO0742
 DO0742  HISTORY     - Date     Condition        Report By
 DO0742  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0742  HISTORY     - 20010325 GOOD             USPSQD
 DO0742
 DO0742                          STATION DESCRIPTION
 DO0742
 DO0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0742'LOVING, CABLE TELEVISION COMPANY, MAST IS A TRIANGULAR STEEL
 DO0742'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, WITH
 DO0742'ONE ROUND REFLECTOR NEAR THE TOP, AND IS APPROXIMATELY 300 FEET
 DO0742'HIGH.
 DO0742'
 DO0742'THE MAST IS LOCATED ABOUT 4 MILES SOUTHEAST OF LOVING.
 DO0742'
 DO0742'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 199 IN THE
 DO0742'EAST EDGE OF LOVING, GO EAST ON STATE HIGHWAY 199 FOR 3.0 MILES TO
 DO0742'A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 1.35 MILE TO A SIDE
 DO0742'ROAD RIGHT.  TURN RIGHT WEST AND GO 0.65 MILE TO A SIDE ROAD
 DO0742'LEFT.  TURN LEFT AND GO SOUTH FOR 0.3 MILE TO A WIRE GATE ON THE
 DO0742'LEFT.  TURN LEFT PASSING THROUGH GATE AND GO EAST ON TRACK ROAD
 DO0742'FOR 0.2 MILE AND STATION.
 DO0742'
 DO0742'STATION IS THE RED LIGHT ATOP THE MAST.
 DO0742
 DO0742                          STATION RECOVERY (2001)
 DO0742
 DO0742'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0749 ***********************************************************************
 DO0749  DESIGNATION -  LOVING MCI MICROWAVE
 DO0749  PID         -  DO0749
 DO0749  STATE/COUNTY-  TX/YOUNG
 DO0749  USGS QUAD   -  MARKLEY (1981)
 DO0749
 DO0749                         *CURRENT SURVEY CONTROL
 DO0749  ___________________________________________________________________
 DO0749* NAD 83(1993)-  33 16 16.23033(N)    098 28 51.00529(W)     ADJUSTED  
 DO0749* NAVD 88     -                                                        
 DO0749  ___________________________________________________________________
 DO0749  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DO0749  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DO0749
 DO0749  HORZ ORDER  -  THIRD
 DO0749
 DO0749.The horizontal coordinates were established by classical geodetic methods
 DO0749.and adjusted by the National Geodetic Survey in February 1996..
 DO0749
 DO0749
 DO0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0749
 DO0749.The geoid height was determined by GEOID03.
 DO0749
 DO0749;                    North         East     Units Scale Factor Converg.
 DO0749;SPC TXNC     - 2,177,924.473   601,785.336   MT  0.99987994   +0 00 37.6
 DO0749;SPC TXNC     - 7,145,407.21  1,974,357.39   sFT  0.99987994   +0 00 37.6
 DO0749;UTM  14      - 3,681,470.269   548,349.612   MT  0.99962882   +0 17 05.4
 DO0749
 DO0749                          SUPERSEDED SURVEY CONTROL
 DO0749
 DO0749  NAD 83(1993)-  33 16 16.23152(N)    098 28 51.00460(W) AD(       ) 4
 DO0749  NAD 83(1986)-  33 16 16.23265(N)    098 28 50.99158(W) AD(       ) 4
 DO0749  NAD 27      -  33 16 15.82958(N)    098 28 49.79546(W) AD(       ) 3
 DO0749
 DO0749.Superseded values are not recommended for survey control.
 DO0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0749.See file dsdata.txt to determine how the superseded data were derived.
 DO0749
 DO0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4835081470(NAD 83)
 DO0749_MARKER: 44 = MICROWAVE MAST
 DO0749
 DO0749  HISTORY     - Date     Condition        Report By
 DO0749  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0749  HISTORY     - 20010325 GOOD             USPSQD
 DO0749
 DO0749                          STATION DESCRIPTION
 DO0749
 DO0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0749'LOVING, MCI TELE-COMMUNICATIONS CORPORATION, MICROWAVE MAST IS A
 DO0749'TRIANGULAR STEEL STRUCTURE, GUYED, PAINTED RED AND WHITE HAS FOUR
 DO0749'BLUE AND WHITE REFLECTORS NEAR THE TOP AND AN OVERALL HEIGHT OF 150
 DO0749'FEET.
 DO0749'
 DO0749'THE MAST IS LOCATED ABOUT 1-1/2 MILE NORTHEAST OF LOVING, NEAR THE
 DO0749'HIGHEST PART OF HILL.
 DO0749'
 DO0749'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 199 IN THE
 DO0749'EAST EDGE OF LOVING, GO EAST ON STATE HIGHWAY 199 FOR 1.0 MILE TO A
 DO0749'WIRE GATE ON THE LEFT.  TURN LEFT AND FOLLOW TRACK ROAD NORTHERLY
 DO0749'FOR 0.7 MILE TO THE STATION.
 DO0749'
 DO0749'STATION IS THE TOP RED LIGHT OF MAST.
 DO0749
 DO0749                          STATION RECOVERY (2001)
 DO0749
 DO0749'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0973 ***********************************************************************
 CB0973  DESIGNATION -  LOW
 CB0973  PID         -  CB0973
 CB0973  STATE/COUNTY-  TX/REAGAN
 CB0973  USGS QUAD   -  TEXON (1970)
 CB0973
 CB0973                         *CURRENT SURVEY CONTROL
 CB0973  ___________________________________________________________________
 CB0973* NAD 83(1993)-  31 12 05.00463(N)    101 40 26.60344(W)     ADJUSTED  
 CB0973* NAVD 88     -       901.3    (meters)    2957.     (feet)  VERTCON   
 CB0973  ___________________________________________________________________
 CB0973  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CB0973  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CB0973
 CB0973  HORZ ORDER  -  FIRST
 CB0973
 CB0973.The horizontal coordinates were established by classical geodetic methods
 CB0973.and adjusted by the National Geodetic Survey in February 1996..
 CB0973
 CB0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0973
 CB0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0973
 CB0973.The geoid height was determined by GEOID03.
 CB0973
 CB0973;                    North         East     Units Scale Factor Converg.
 CB0973;SPC TX C     - 3,170,902.270   572,242.536   MT  0.99988781   -0 41 26.0
 CB0973;SPC TX C     -10,403,201.86  1,877,432.39   sFT  0.99988781   -0 41 26.0
 CB0973;UTM  14      - 3,455,002.863   245,213.261   MT  1.00040080   -1 23 09.7
 CB0973
 CB0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0973!SPC TX C     -   0.99986226  x   0.99988781  =   0.99975008
 CB0973!UTM  14      -   0.99986226  x   1.00040080  =   1.00026300
 CB0973
 CB0973:                Primary Azimuth Mark                     Grid Az
 CB0973:SPC TX C     -  TEXTON MUNICIPAL TANK                    033 49 28.5
 CB0973:UTM  14      -  TEXTON MUNICIPAL TANK                    034 31 12.2
 CB0973
 CB0973|---------------------------------------------------------------------|
 CB0973| PID    Reference Object                     Distance      Geod. Az  |
 CB0973|                                                           dddmmss.s |
 CB0973| CB0971 TEXTON MUNICIPAL TANK               APPROX. 1.2 KM 0330802.5 |
 CB0973| CB0968 BEST MUNICIPAL TANK                 APPROX. 5.5 KM 0705003.2 |
 CB0973| CH9949 WINDMILL BESIDE BEST TANK                          0710040.5 |
 CB0973| CH8922 LOW RM 1 AZIMUTH                                   10436     |
 CB0973| CB0972 HUMBLE OIL REFINERY WATER TK        APPROX. 6.8 KM 1645815.7 |
 CB0973| CH8923 LOW RM 2                             39.200 METERS 19849     |
 CB0973|---------------------------------------------------------------------|
 CB0973
 CB0973                          SUPERSEDED SURVEY CONTROL
 CB0973
 CB0973  NAD 83(1986)-  31 12 05.01489(N)    101 40 26.58851(W) AD(       ) 1
 CB0973  NAD 27      -  31 12 04.46200(N)    101 40 25.15500(W) AD(       ) 1
 CB0973  NGVD 29 (07/19/86)  901.0    (m)         2956.     (f) VERT ANG       
 CB0973
 CB0973.Superseded values are not recommended for survey control.
 CB0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0973.See file dsdata.txt to determine how the superseded data were derived.
 CB0973
 CB0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV4521355003(NAD 83)
 CB0973_MARKER: DS = TRIANGULATION STATION DISK
 CB0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0973+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 CB0973
 CB0973  HISTORY     - Date     Condition        Report By
 CB0973  HISTORY     - 1932     MONUMENTED       USGS
 CB0973  HISTORY     - 1937     GOOD             TXHD
 CB0973  HISTORY     - 1937     GOOD             TXHD
 CB0973  HISTORY     - 1946     GOOD             LOCSUR
 CB0973  HISTORY     - 1957     GOOD             LOCSUR
 CB0973  HISTORY     - 1970     GOOD             USGS
 CB0973  HISTORY     - 1981     GOOD             NGS
 CB0973  HISTORY     - 20030408 GOOD             INDIV
 CB0973
 CB0973                          STATION DESCRIPTION
 CB0973
 CB0973'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (CIA)
 CB0973'ONE AND ONE-HALF MILES S AND 0.5 MILE E OF TEXON, 1.5 MILES
 CB0973'S AND 3 MILES W OF BEST, IN THE NE CORNER OF SECTION 25, BLOCK
 CB0973'1, ON LAND OWNED BY THE UNIVERSITY OF TEXAS.  STATION IS ON
 CB0973'THE S SIDE OF A GOLF COURSE, 107 FEET SW OF THE CENTER OF
 CB0973'THE 6TH GREEN, AND 120 FEET N OF AN E-W FENCE LINE WHICH FORMS
 CB0973'THE SOUTHERN BOUNDARY OF THE GOLF COURSE.
 CB0973'
 CB0973'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CB0973'DISKS SET IN CONCRETE.
 CB0973'
 CB0973'REFERENCE MARK NO. 1 IS IN FENCE LINE, 0.1 MILE (SPEEDOMETER)
 CB0973'FROM STATION, S 75 DEG 24 MIN E.
 CB0973'
 CB0973'REFERENCE MARK NO. 2 IS IN THE SAME FENCE LINE AS REFERENCE
 CB0973'MARK NO. 1, AND IS 39.20 METERS (128.7 FEET) FROM STATION,
 CB0973'S 18 DEG 50 MIN W.
 CB0973'
 CB0973'OTHER BEARINGS FROM STATION ARE--TEXON, MUNICIPAL WATER TANK,
 CB0973'N 33 DEG 08 MIN E.  BEST, MUNICIPAL WATER TANK, N 70 DEG 50 MIN E.
 CB0973'
 CB0973'TO REACH THE STATION FROM TEXON, GO S ON GREASEWOOD STREET
 CB0973'OPPOSITE THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION
 CB0973'1.6 MILES TO A FORK.  TAKE LEFT FORK WHICH GOES UP A STEEP
 CB0973'HILL TO A GOLF COURSE.  FOLLOW ROAD AROUND LEFT SIDE OF COURSE
 CB0973'BY CLUB HOUSE TO STATION AT 6TH GREEN.
 CB0973
 CB0973                          STATION RECOVERY (1937)
 CB0973
 CB0973'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0973'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 CB0973'AS DESCRIBED.  DESCRIPTION FOR REACHING STATION IS SATISFACTORY
 CB0973'EXCEPT THAT THE GREEN IN QUESTION IS NOW CALLED NO. 5.  NO. 6
 CB0973'TEE IS ABOUT 150 FEET SE FROM STATION.  U.S.G.S. BENCH MARK
 CB0973'IS ABOUT 6 FEET SW OF STATION.
 CB0973
 CB0973                          STATION RECOVERY (1937)
 CB0973
 CB0973'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0973'RECOVERED AND DESCRIBED AS BEING 6 FT. SW. OF NGS DISK STAMPED
 CB0973'---LOW (USGS) 1932---.
 CB0973
 CB0973                          STATION RECOVERY (1946)
 CB0973
 CB0973'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (DDG)
 CB0973'RECOVERED BY GENERAL GEOPHYSICAL CO.
 CB0973'
 CB0973'DESCRIPTION SUFFICIENT.  MARK IN GOOD CONDITION.
 CB0973
 CB0973                          STATION RECOVERY (1957)
 CB0973
 CB0973'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957 (WLF)
 CB0973'RECOVERED BY PLYMOUTH OIL CO.
 CB0973'
 CB0973'STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  DESCRIPTION
 CB0973'IS GOOD.
 CB0973
 CB0973                          STATION RECOVERY (1970)
 CB0973
 CB0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CB0973'THIRTEEN MI. W. OF BIG LAKE, ABOUT 2.0 MI. S. OF THE K.C.M. AND O.
 CB0973'RAILROAD TRACK, AT A POINT APPROXIMATELY 3.0 MI. W. OF THE GRADE
 CB0973'CROSSING OF THE RANKIN-BIG LAKE ROAD.  THE STATION IS ON THE HIGHEST
 CB0973'PART OF A POINT OF THE MESA, AND FAR ENOUGH N. ON THIS POINT TO
 CB0973'AFFORD A CLEAR VIEW OF ALL LOW COUNTRY TO THE N.  THERE IS AN OLD
 CB0973'RD. RUNNING ALONG THE MESA ABOUT 1.5 MI. S. OF THE STATION, WHICH
 CB0973'DROPS INTO THE HEAD OF A DRAW TOWARDS BIG LAKE AT A POINT ABOUT
 CB0973'DUE S. OF THE STATION.
 CB0973'
 CB0973'STATION MARK--AN ALUMINUM TABLET, CEMENTED IN A BOULDER, SET FLUSH
 CB0973'WITH THE GROUND.
 CB0973
 CB0973                          STATION RECOVERY (1981)
 CB0973
 CB0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0973'TO REACH FROM THE ATCHISON TOPEKA AND SANTA FE RAILROAD CROSSING IN
 CB0973'TEXON, GO WEST ON A GRAVELED ROAD FOR 0.2 KM (0.1 MI), TURN LEFT AND
 CB0973'GO SOUTHEASTERLY FOR 3.4 KM (2.1 MI) TO THE STATION ON THE RIGHT.
 CB0973'
 CB0973'THE STATION AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD CONDITION.
 CB0973'REFERENCE MARK NO 1 WAS NOT RECOVERED.
 CB0973
 CB0973                          STATION RECOVERY (2003)
 CB0973
 CB0973'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFN)
 CB0973'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6382 ***********************************************************************
 AW6382  DESIGNATION -  LOW 1930
 AW6382  PID         -  AW6382
 AW6382  STATE/COUNTY-  TX/HARRIS
 AW6382  USGS QUAD   -  LA PORTE (1982)
 AW6382
 AW6382                         *CURRENT SURVEY CONTROL
 AW6382  ___________________________________________________________________
 AW6382* NAD 83(1993)-  29 41 55.55109(N)    095 00 07.03256(W)     ADJUSTED  
 AW6382* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6382  ___________________________________________________________________
 AW6382  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AW6382  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6382
 AW6382  HORZ ORDER  -  THIRD
 AW6382
 AW6382.The horizontal coordinates were established by classical geodetic methods
 AW6382.and adjusted by the National Geodetic Survey in February 1996..
 AW6382
 AW6382.The orthometric height was scaled from a topographic map.
 AW6382
 AW6382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6382
 AW6382.The geoid height was determined by GEOID03.
 AW6382
 AW6382;                    North         East     Units Scale Factor Converg.
 AW6382;SPC TXSC     - 4,213,352.327   986,795.868   MT  0.99988333   +1 57 31.3
 AW6382;SPC TXSC     -13,823,306.76  3,237,512.78   sFT  0.99988333   +1 57 31.3
 AW6382;UTM  15      - 3,287,083.617   306,315.530   MT  1.00006288   -0 59 31.8
 AW6382
 AW6382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6382!SPC TXSC     -   1.00000411  x   0.99988333  =   0.99988744
 AW6382!UTM  15      -   1.00000411  x   1.00006288  =   1.00006699
 AW6382
 AW6382                          SUPERSEDED SURVEY CONTROL
 AW6382
 AW6382  NAD 83(1986)-  29 41 55.56735(N)    095 00 07.01349(W) AD(       ) 3
 AW6382  NAD 27      -  29 41 54.74435(N)    095 00 06.27277(W) AD(       ) 3
 AW6382
 AW6382.Superseded values are not recommended for survey control.
 AW6382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6382.See file dsdata.txt to determine how the superseded data were derived.
 AW6382
 AW6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0631687084(NAD 83)
 AW6382_MARKER: N = NAIL
 AW6382_SETTING: 0 = UNSPECIFIED SETTING
 AW6382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6382
 AW6382  HISTORY     - Date     Condition        Report By
 AW6382  HISTORY     - 1930     MONUMENTED       CGS
 AW6382  HISTORY     - 1952     GOOD             CGS
 AW6382  HISTORY     - 1953     MARK NOT FOUND   CGS
 AW6382
 AW6382                          STATION DESCRIPTION
 AW6382
 AW6382'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6382'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 90+00.
 AW6382'STATION IS LOCATED IN E PART OF SPILLMAN ISLAND, 72 METERS
 AW6382'FROM THE SHORELINE OF HOUSTON SHIP CHANNEL TO THE N.  ABOUT
 AW6382'80 METERS TO THE S IS A SCATTERED GROWTH OF WILLOW TREES
 AW6382'RUNNING PARALLEL WITH THE SHORELINE.
 AW6382'
 AW6382'STATION IS MARKED BY A NAIL SET IN A MASS OF CONCRETE FLUSH
 AW6382'WITH THE SURROUNDING GROUND.  A 2-INCH IRON PIPE EXTENDING
 AW6382'12 INCHES ABOVE GROUND SERVES AS A GUARD STAKE.
 AW6382'
 AW6382'REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AW6382'POSTS.
 AW6382'
 AW6382'REFERENCE MARK 1 IS 10.35 METERS FROM STATION.
 AW6382'
 AW6382'REFERENCE MARK 2 IS 15.23 METERS FROM STATION.
 AW6382
 AW6382                          STATION RECOVERY (1952)
 AW6382
 AW6382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6382'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW6382'A NEW DESCRIPTION FOLLOWS--
 AW6382'
 AW6382'STATION IS LOCATED ON SPILLMANS ISLAND, 1.4 MILES SE OF
 AW6382'THE NEW TUNNEL CROSSING THE HOUSTON SHIP CHANNEL AT THE NW
 AW6382'END OF SPILLMANS ISLAND, 36 FEET S OF THE S BANK OF THE
 AW6382'CHANNEL, IN A CLUMP OF LOW BUSHES, 168 FEET NE OF A LONE
 AW6382'CLUMP OF WILLOW TREES, AND 3 FEET S OF A WITNESS POST.
 AW6382'
 AW6382'A NAIL IN THE TOP OF AN 8-INCH TILE 6 INCHES UNDERGROUND.
 AW6382'
 AW6382'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOW 1 1930.
 AW6382'IT IS S OF THE STATION, 4 FEET S OF A TRACK ROAD, AND PROJECTS
 AW6382'3 INCHES.
 AW6382'
 AW6382'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOW 2 1930.
 AW6382'IT IS SW OF THE STATION AND IN THE CENTER OF A TRACK ROAD.
 AW6382'THE MARK PROJECTS 2 INCHES.
 AW6382'
 AW6382'STATION 90+00 U.S.E. IS S OF THE STATION AND IS A U.S.E.
 AW6382'DISK, STAMPED 90+00 550, AND SET IN THE TOP OF A CONCRETE
 AW6382'MONUMENT FLUSH WITH THE GROUND.  THE MONUMENT HAS 90+00
 AW6382'AND 1946 INSCRIBED IN THE CEMENT.
 AW6382'
 AW6382'THE ORIGINAL DESCRIPTION DESCRIBED THE MONUMENT AS BEING
 AW6382'A NAIL IN A MASS OF CONCRETE.  THE MONUMENT WAS MARKED EXACTLY
 AW6382'AS CAT 1930 AND THE REFERENCE MARK DISTANCES CHECKED VERY
 AW6382'CLOSELY.  IT IS BELIEVED THAT THE MONUMENT RECOVERED IS LOW
 AW6382'1930.
 AW6382'
 AW6382'THE ABOVE DISTANCES AND DIRECTIONS WERE OBSERVED.
 AW6382
 AW6382                          STATION RECOVERY (1953)
 AW6382
 AW6382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW6382'TRIANGULATION STATION WAS NOT RECOVERED.  IT IS IN VERY LOW
 AW6382'MARSHY GROUND.
 AW6382'
 AW6382'REFERENCE MARK 1 IS 1.85 MI. NW ALONG THE HOUSTON SHIP CHANNEL
 AW6382'FROM THE FERRY LANDING AT MORGAN POINT, 26 YD. SW OF THE SW
 AW6382'BANK OF THE SHIP CHANNEL, A REFERENCE-MARK DISK, SET IN
 AW6382'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE
 AW6382'THE GROUND, AND STAMPED LOW 1 1930.
 AW6382'
 AW6382'REFERENCE MARK 2 IS 23 YD. SW OF THE SW BANK OF THE SHIP
 AW6382'CHANNEL, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 AW6382'POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND, AND STAMPED
 AW6382'LOW 2 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0821 ***********************************************************************
 CB0821  DESIGNATION -  LOWAKE
 CB0821  PID         -  CB0821
 CB0821  STATE/COUNTY-  TX/CONCHO
 CB0821  USGS QUAD   -  LOWAKE (1984)
 CB0821
 CB0821                         *CURRENT SURVEY CONTROL
 CB0821  ___________________________________________________________________
 CB0821* NAD 83(1993)-  31 34 19.26290(N)    100 06 38.45968(W)     ADJUSTED  
 CB0821* NAVD 88     -       539.6    (meters)    1770.     (feet)  VERTCON   
 CB0821  ___________________________________________________________________
 CB0821  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CB0821  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 CB0821
 CB0821  HORZ ORDER  -  SECOND
 CB0821
 CB0821.The horizontal coordinates were established by classical geodetic methods
 CB0821.and adjusted by the National Geodetic Survey in February 1996..
 CB0821
 CB0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0821
 CB0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0821
 CB0821.The geoid height was determined by GEOID03.
 CB0821
 CB0821;                    North         East     Units Scale Factor Converg.
 CB0821;SPC TX C     - 3,211,243.380   721,134.577   MT  0.99993119   +0 06 52.8
 CB0821;SPC TX C     -10,535,554.32  2,365,922.36   sFT  0.99993119   +0 06 52.8
 CB0821;UTM  14      - 3,493,533.561   394,602.645   MT  0.99973701   -0 34 53.7
 CB0821
 CB0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0821!SPC TX C     -   0.99991915  x   0.99993119  =   0.99985035
 CB0821!UTM  14      -   0.99991915  x   0.99973701  =   0.99965619
 CB0821
 CB0821:                Primary Azimuth Mark                     Grid Az
 CB0821:SPC TX C     -  ROWENA MUNICIPAL TANK                    035 35 31.3
 CB0821:UTM  14      -  ROWENA MUNICIPAL TANK                    036 17 17.8
 CB0821
 CB0821|---------------------------------------------------------------------|
 CB0821| PID    Reference Object                     Distance      Geod. Az  |
 CB0821|                                                           dddmmss.s |
 CB0821| CB0815 ROWENA MUNICIPAL TANK               APPROX.10.2 KM 0354224.1 |
 CB0821| CB0816 ROWENA ST JOSEPH SPIRE              APPROX.10.3 KM 0361750.0 |
 CB0821| CB0820 CALICHE                             APPROX.11.2 KM 0424327.4 |
 CB0821| CV5570 LOWAKE RM 2                          29.084 METERS 05040     |
 CB0821| CV5569 LOWAKE RM 1                          20.861 METERS 08956     |
 CB0821|---------------------------------------------------------------------|
 CB0821
 CB0821                          SUPERSEDED SURVEY CONTROL
 CB0821
 CB0821  NAD 83(1986)-  31 34 19.26964(N)    100 06 38.44535(W) AD(       ) 2
 CB0821  NAD 27      -  31 34 18.69333(N)    100 06 37.14291(W) AD(       ) 2
 CB0821  NGVD 29 (07/19/86)  539.5    (m)         1770.     (f) VERT ANG       
 CB0821
 CB0821.Superseded values are not recommended for survey control.
 CB0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0821.See file dsdata.txt to determine how the superseded data were derived.
 CB0821
 CB0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9460393534(NAD 83)
 CB0821_MARKER: DS = TRIANGULATION STATION DISK
 CB0821_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0821+WITH SETTING: INFORMATION.
 CB0821_SP_SET: PREFABRICATED CONCRETE POST
 CB0821
 CB0821  HISTORY     - Date     Condition        Report By
 CB0821  HISTORY     - 1967     MONUMENTED       USGS
 CB0821
 CB0821                          STATION DESCRIPTION
 CB0821
 CB0821'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IB)
 CB0821'STATION IS LOCATED 0.3 MILE NORTH AND 2.0 MILES WEST OF THE
 CB0821'VILLAGE OF LOWAKE, 1.7 MILES SOUTH AND 4.0 MILES EAST OF MILES.
 CB0821'ABOUT 300 FEET SOUTH OF A DRIVEWAY EAST, ON A FIELDLINE WEST.
 CB0821'STATION IS 6.0 FEET EAST OF A WITNESS POST AND 10 FEET WEST
 CB0821'OF A LONE MESQUITE TREE.
 CB0821'
 CB0821'TO REACH THE STATION FROM THE LOWAKE POST OFFICE GO WEST ALONG
 CB0821'FARM ROAD 381 TO THE JUNCTION WITH FARM ROAD 1929.  TURN RIGHT
 CB0821'ALONG FARM ROAD 1929 FOR 1.35 MILES TO A GRAVELED T-ROAD NORTH.
 CB0821'TURN RIGHT (NORTH) AND GO 0.3 MILE TO A FIELDLINE WEST AND THE
 CB0821'STATION ON THE LEFT.
 CB0821'
 CB0821'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CB0821'STEEL ROD DRIVEN TO POINT OF REFUSAL (9.0 FEET), CENTERED IN
 CB0821'A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CB0821'GRAVEL.  96 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD.
 CB0821'THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED LOWAKE
 CB0821'ET 1967.
 CB0821'
 CB0821'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CB0821'TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL (9.0 FEET),
 CB0821'CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG,
 CB0821'FILLED WITH GRAVEL.  28 FEET WEST OF THE CENTERLINE OF A
 CB0821'NORTH-SOUTH ROAD, 5 FEET WEST AND 2 FEET SOUTH OF AN OLD FENCE
 CB0821'CORNER.  THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED
 CB0821'LOWAKE ET 1967 NO. 1.
 CB0821'
 CB0821'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CB0821'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL
 CB0821'(9.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12
 CB0821'INCHES LONG, FILLED WITH GRAVEL.  24 FEET WEST OF THE CENTERLINE
 CB0821'OF A NORTH-SOUTH ROAD, 1.0 FOOT WEST OF A WITNESS POST AND IN
 CB0821'THE WEST RIGHT-OF-WAY OF THE ROAD.  THE TABLET IS SET FLUSH
 CB0821'WITH THE GROUND AND STAMPED LOWAKE ET 1967 NO. 2.
 CB0821'
 CB0821'DISTANCE BETWEEN REFERENCE MARKS IS 60.64 FEET (18.486 METERS).
 CB0821'
 CB0821'STATION CALICHE ET 1967, 6.9 MILES NORTHEAST IS VISIBLE FROM
 CB0821'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0527 ***********************************************************************
 DN0527  DESIGNATION -  LOWE
 DN0527  PID         -  DN0527
 DN0527  STATE/COUNTY-  TX/GRAYSON
 DN0527  USGS QUAD   -  DENISON DAM (1973)
 DN0527
 DN0527                         *CURRENT SURVEY CONTROL
 DN0527  ___________________________________________________________________
 DN0527* NAD 83(1986)-  33 45 04.     (N)    096 30 21.     (W)     SCALED    
 DN0527* NAVD 88     -       212.050  (meters)     695.70   (feet)  ADJUSTED  
 DN0527  ___________________________________________________________________
 DN0527  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DN0527  DYNAMIC HT  -         211.823 (meters)     694.96  (feet)  COMP
 DN0527  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DN0527
 DN0527  VERT ORDER  -  SECOND    CLASS 0
 DN0527
 DN0527.The horizontal coordinates were scaled from a topographic map and have
 DN0527.an estimated accuracy of +/- 6 seconds.
 DN0527
 DN0527.The orthometric height was determined by differential leveling
 DN0527.and adjusted by the National Geodetic Survey in June 1991..
 DN0527
 DN0527.The geoid height was determined by GEOID03.
 DN0527
 DN0527.The dynamic height is computed by dividing the NAVD 88
 DN0527.geopotential number by the normal gravity value computed on the
 DN0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0527.degrees latitude (g = 980.6199 gals.).
 DN0527
 DN0527.The modeled gravity was interpolated from observed gravity values.
 DN0527
 DN0527;                    North         East    Units  Estimated Accuracy
 DN0527;SPC TXNC     - 2,232,900.      784,750.      MT  (+/- 180 meters Scaled)
 DN0527
 DN0527                          SUPERSEDED SURVEY CONTROL
 DN0527
 DN0527  NGVD 29 (??/??/92)  212.023  (m)          695.61   (f) ADJ UNCH    2 0
 DN0527
 DN0527.Superseded values are not recommended for survey control.
 DN0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0527.See file dsdata.txt to determine how the superseded data were derived.
 DN0527
 DN0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC310373(NAD 83)
 DN0527_MARKER: P = PIPE CAP
 DN0527_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0527_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0527_STAMPING: LOWE
 DN0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0527
 DN0527  HISTORY     - Date     Condition        Report By
 DN0527  HISTORY     - UNK      MONUMENTED       USE
 DN0527  HISTORY     - 1952     GOOD             NGS
 DN0527  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0527
 DN0527                          STATION DESCRIPTION
 DN0527
 DN0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0527'1.85 MI E FROM DENISON.
 DN0527'1.45 MILES EAST ALONG FARM ROAD 120 FROM THE UNION STATION AT DENISON,
 DN0527'THENCE 0.4 MILE SOUTHEAST ALONG AN OILED ROAD, 0.1 MILE NORTHWEST OF
 DN0527'THE ENTRANCE TO THE GRAY AIRPORT, 57 FEET NORTH OF THE CENTER OF THE
 DN0527'CROSSING OF THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS, 47 FEET
 DN0527'NORTHWEST OF THE NORTHWEST RAIL, 3 FEET SOUTH OF A FENCE CORNER, 2
 DN0527'FEET NORTHEAST OF A WITNESS POST, WELDED ON THE TOP OF AN IRON PIPE
 DN0527'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 DN0527
 DN0527                          STATION RECOVERY (1999)
 DN0527
 DN0527'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0754 ***********************************************************************
 CC0754  DESIGNATION -  LOWER
 CC0754  PID         -  CC0754
 CC0754  STATE/COUNTY-  TX/CRANE
 CC0754  USGS QUAD   -  JUAN CORDONA LAKE (1974)
 CC0754
 CC0754                         *CURRENT SURVEY CONTROL
 CC0754  ___________________________________________________________________
 CC0754* NAD 83(1993)-  31 22 08.91161(N)    102 35 44.54365(W)     ADJUSTED  
 CC0754* NAVD 88     -       771.5    (meters)    2531.     (feet)  VERTCON   
 CC0754  ___________________________________________________________________
 CC0754  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 CC0754  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CC0754
 CC0754  HORZ ORDER  -  FIRST
 CC0754
 CC0754.The horizontal coordinates were established by classical geodetic methods
 CC0754.and adjusted by the National Geodetic Survey in February 1996..
 CC0754
 CC0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0754
 CC0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0754
 CC0754.The geoid height was determined by GEOID03.
 CC0754
 CC0754;                    North         East     Units Scale Factor Converg.
 CC0754;SPC TX C     - 3,190,918.126   484,806.377   MT  0.99990227   -1 09 54.9
 CC0754;SPC TX C     -10,468,870.55  1,590,568.92   sFT  0.99990227   -1 09 54.9
 CC0754;UTM  13      - 3,473,011.745   728,670.464   MT  1.00024500   +1 15 07.6
 CC0754
 CC0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0754!SPC TX C     -   0.99988251  x   0.99990227  =   0.99978479
 CC0754!UTM  13      -   0.99988251  x   1.00024500  =   1.00012748
 CC0754
 CC0754|---------------------------------------------------------------------|
 CC0754| PID    Reference Object                     Distance      Geod. Az  |
 CC0754|                                                           dddmmss.s |
 CC0754| CH8928 LOWER RM 1                           27.030 METERS 15100     |
 CC0754| CH8929 LOWER RM 2                           28.084 METERS 23726     |
 CC0754| CH8927 LOWER AZ MK                                        3291901.0 |
 CC0754|---------------------------------------------------------------------|
 CC0754
 CC0754                          SUPERSEDED SURVEY CONTROL
 CC0754
 CC0754  NAD 83(1986)-  31 22 08.91436(N)    102 35 44.53623(W) AD(       ) 1
 CC0754  NAD 27      -  31 22 08.40900(N)    102 35 43.00900(W) AD(       ) 1
 CC0754  NGVD 29 (07/19/86)  771.2    (m)         2530.     (f) VERT ANG       
 CC0754
 CC0754.Superseded values are not recommended for survey control.
 CC0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0754.See file dsdata.txt to determine how the superseded data were derived.
 CC0754
 CC0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ2867073012(NAD 83)
 CC0754_MARKER: DS = TRIANGULATION STATION DISK
 CC0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0754
 CC0754  HISTORY     - Date     Condition        Report By
 CC0754  HISTORY     - 1935     MONUMENTED       CGS
 CC0754  HISTORY     - 1938     GOOD             TXHD
 CC0754  HISTORY     - 1944     GOOD             PHILIP
 CC0754  HISTORY     - 1967     GOOD             CGS
 CC0754
 CC0754                          STATION DESCRIPTION
 CC0754
 CC0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0754'STATION IS LOCATED ABOUT 15 MILES W OF CRANE, 6 MILES SE OF
 CC0754'J.B. TUBBS LOWER RANCH, AND 0.75 MILE S OF THE CRANE-GRAND
 CC0754'FALLS ROAD.  IT IS ON THE NORTHEASTERLY ONE OF TWO BRUSH
 CC0754'COVERED HILLS WHICH ARE ABOUT THE SAME ELEVATION.  THESE TWO
 CC0754'HILLS ARE THE HIGHEST GROUND IN THE VICINITY.
 CC0754'
 CC0754'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0754'DISKS SET IN CONCRETE.
 CC0754'
 CC0754'THE STATION MARK PROJECTS 10 INCHES.
 CC0754'
 CC0754'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS SSE OF THE
 CC0754'STATION.
 CC0754'
 CC0754'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS WSW OF THE
 CC0754'STATION.
 CC0754'
 CC0754'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS NNW OF THE STATION.
 CC0754'IT IS 30 FEET N OF THE CENTER LINE OF THE GRAND FALLS-CRANE
 CC0754'ROAD AND IS AT A POINT 0.2 MILE W OF A CATTLEGUARD ACROSS THE
 CC0754'ABOVE ROAD.
 CC0754'
 CC0754'TO REACH THE STATION FROM MAIN CORNER IN THE VILLAGE OF GRAND
 CC0754'FALLS (HOTEL IN THE NE CORNER OF THIS INTERSECTION AND SIGN,
 CC0754'CRANE 35, ODESSA 51 IN SE ANGLE) GO E ON GRADED ROAD TOWARD
 CC0754'CRANE 0.3 MILE TO A CROSSROADS.  TURN RIGHT AND GO IN A
 CC0754'SOUTHEASTERLY AND THEN EASTERLY DIRECTION ON CRANE ROAD 5.2
 CC0754'MILES TO A CATTLEGUARD.  CONTINUE EASTERLY ON MAIN ROAD 6.2
 CC0754'MILES TO A CATTLEGUARD AND T-INTERSECTION, STEM NORTHERLY,
 CC0754'JUST E OF THE CATTLEGUARD.  (TUBBS LOWER RANCH IS 3.0 MILES
 CC0754'N OF THIS POINT.) CONTINUE E ON MAIN ROAD 0.3 MILE TO A
 CC0754'CATTLEGUARD.  CONTINUE E ON MAIN ROAD 1.0 MILE TO A CROSS
 CC0754'ROAD WHICH GOES SE TO TWO WINDMILLS.  CONTINUE E ON MAIN ROAD
 CC0754'1.9 MILES TO A CATTLEGUARD.  (THE AZIMUTH MARK IS 0.2 MILE
 CC0754'W OF THE POINT.) HERE LEAVE GRADED ROAD AND GO S
 CC0754'SOUTHWESTERLY ACROSS COUNTRY 0.9 MILES TO TOP OF HIGHEST
 CC0754'VISIBLE GROUND AND STATION.
 CC0754'
 CC0754'A 20-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CC0754
 CC0754                          STATION RECOVERY (1938)
 CC0754
 CC0754'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0754'DESCRIPTION AS GIVEN IN REACHING STATION IS SATISFACTORY.
 CC0754'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CC0754'ATTEMPT WAS MADE TO RECOVER AZIMUTH MARK.
 CC0754
 CC0754                          STATION RECOVERY (1944)
 CC0754
 CC0754'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1944 (WPM)
 CC0754'ALL MARKS WERE FOUND IN GOOD CONDITION.
 CC0754'
 CC0754'THE GRADED ROAD IN THE 1935 DESCRIPTION HAS BEEN ABANDONED AND
 CC0754'A NEW ROAD BUILT.  TO REACH THE STATION ON THE NEW ROAD GO
 CC0754'W FROM CRANE ON THE CRANE-GRAND FALLS ROAD FOR APPROXIMATELY
 CC0754'15 MILES TO THE INTERSECTION WITH THE ROAD TO MONAHANS.  THE
 CC0754'STATION IS APPROXIMATELY 2 MILES FROM THIS INTERSECTION.  TO
 CC0754'REACH THE STATION FROM HERE BY CAR CONTINUE W ON THE GRAND
 CC0754'FALLS ROAD FOR ABOUT .25 MILE TO A CATTLE GUARD ON THE SOUTH
 CC0754'SIDE OF THE ROAD.  HERE TURN LEFT (S) ACROSS THE CATTLE GUARD
 CC0754'FOR 100 YARDS TO THE OLD ROAD MENTION IN THE 1935
 CC0754'DESCRIPTION.  HERE TURN LEFT (E) ON THE OLD ROAD, AND GO
 CC0754'APPROXIMATELY 1.5 MILES TO THE AZIMUTH MARK WHICH IS ON THE
 CC0754'N (OR LEFT) SIDE OF THE OLD ROAD.  FROM HERE THE STATION
 CC0754'.9 MILES SSW ON THE HIGHEST POINT OF THE HILL IN THE 1935
 CC0754'DESCRIPTION.
 CC0754
 CC0754                          STATION RECOVERY (1967)
 CC0754
 CC0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ADL)
 CC0754'STATION RECOVERED IN GOOD CONDITION.
 CC0754'
 CC0754'TO REACH STATION FROM GRANDFALLS GO E ALONG STATE HWY 329
 CC0754'FOR 14.5 MILES TO JUNCTION WITH FARM ROAD 1053, CONCRETE E.
 CC0754'0.1 MILE TO A ROAD SE TURN RIGHT ACROSS CATTLE GUARD AND
 CC0754'GO SE FOR 1.4 MILES TO OIL TANKS, TURN RIGHT 0.1 MILE THEN
 CC0754'LEFT 0.1 MILE TO AN OIL WELL LOCATION ON TOP OF RIDGE.  STATION
 CC0754'IS 0.1 MILE E. OF OIL WELL ON HIGH POINT OF RIDGE.
 CC0754'
 CC0754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--GRANDFALLS
 CC0754'15 MILES NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0723 ***********************************************************************
 BN0723  DESIGNATION -  LOYAL
 BN0723  PID         -  BN0723
 BN0723  STATE/COUNTY-  TX/MASON
 BN0723  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0723
 BN0723                         *CURRENT SURVEY CONTROL
 BN0723  ___________________________________________________________________
 BN0723* NAD 83(1993)-  30 34 45.18921(N)    099 01 45.14692(W)     ADJUSTED  
 BN0723* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 BN0723  ___________________________________________________________________
 BN0723  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 BN0723  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 BN0723
 BN0723  HORZ ORDER  -  FIRST
 BN0723
 BN0723.The horizontal coordinates were established by classical geodetic methods
 BN0723.and adjusted by the National Geodetic Survey in February 1996..
 BN0723
 BN0723.The orthometric height was scaled from a topographic map.
 BN0723
 BN0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0723
 BN0723.The geoid height was determined by GEOID03.
 BN0723
 BN0723;                    North         East     Units Scale Factor Converg.
 BN0723;SPC TX C     - 3,101,894.653   825,078.824   MT  0.99990871   +0 40 18.1
 BN0723;SPC TX C     -10,176,799.37  2,706,946.11   sFT  0.99990871   +0 40 18.1
 BN0723;UTM  14      - 3,382,970.735   497,199.509   MT  0.99960010   -0 00 53.5
 BN0723
 BN0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0723!SPC TX C     -   0.99991809  x   0.99990871  =   0.99982681
 BN0723!UTM  14      -   0.99991809  x   0.99960010  =   0.99951822
 BN0723
 BN0723:                Primary Azimuth Mark                     Grid Az
 BN0723:SPC TX C     -  LOYAL AZ MK                              077 43 05.6
 BN0723:UTM  14      -  LOYAL AZ MK                              078 24 17.2
 BN0723
 BN0723|---------------------------------------------------------------------|
 BN0723| PID    Reference Object                     Distance      Geod. Az  |
 BN0723|                                                           dddmmss.s |
 BN0723| CV5571 LOYAL AZ MK                                        0782323.7 |
 BN0723| BN0722 LOYAL MTN MICROWE RADIO MAST        APPROX. 0.7 KM 0832926.8 |
 BN0723| CV5572 LOYAL RM 1                           28.377 METERS 10244     |
 BN0723| BN0678 CHERRY SPRINGS CHRIST LUTH CH       APPROX.11.6 KM 1580341.1 |
 BN0723| CV5573 LOYAL RM 2                           31.144 METERS 19918     |
 BN0723|---------------------------------------------------------------------|
 BN0723
 BN0723                          SUPERSEDED SURVEY CONTROL
 BN0723
 BN0723  NAD 83(1986)-  30 34 45.19992(N)    099 01 45.13318(W) AD(       ) 1
 BN0723  NAD 27      -  30 34 44.53100(N)    099 01 43.94900(W) AD(       ) 1
 BN0723
 BN0723.Superseded values are not recommended for survey control.
 BN0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0723.See file dsdata.txt to determine how the superseded data were derived.
 BN0723
 BN0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9720082971(NAD 83)
 BN0723_MARKER: DS = TRIANGULATION STATION DISK
 BN0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0723
 BN0723  HISTORY     - Date     Condition        Report By
 BN0723  HISTORY     - 1935     MONUMENTED       CGS
 BN0723  HISTORY     - 1956     GOOD             CGS
 BN0723  HISTORY     - 1961     GOOD             CGS
 BN0723
 BN0723                          STATION DESCRIPTION
 BN0723
 BN0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0723'STATION IS LOCATED ON THE WESTERLY AND SLIGHTLY HIGHER OF
 BN0723'TWO BRUSH COVERED HILLS, ON THE PROPERTY OF MR. ALBERT KEYSER
 BN0723'OF LOYAL VALLEY, 17-1/2 MILES SE OF MASON, AND 3/4 MILE
 BN0723'WNW OF LOYAL VALLEY, AND 1 MILE W OF U.S. HIGHWAY 385.  MARK
 BN0723'PROJECTS 4 INCHES.
 BN0723'
 BN0723'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 BN0723'SET IN CONCRETE.
 BN0723'
 BN0723'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 BN0723'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BN0723'
 BN0723'REFERENCE MARK NO. 1 IS E OF STATION.
 BN0723'
 BN0723'REFERENCE MARK NO. 2 IS S OF STATION.
 BN0723'
 BN0723'AZIMUTH MARK IS ON THE SIDE OF THE HILL ENE OF STATION,
 BN0723'ABOUT 255 PACES E OF A N-S ROAD, IN THE MOST EASTERLY OF THREE
 BN0723'BEDS OF OUTCROPPING ROCK.
 BN0723'
 BN0723'STATION IS REACHED FROM THE COURTHOUSE IN MASON, BY GOING
 BN0723'SE ON U.S. HIGHWAY 385, FOR 18.2 MILES OR 6.95 MILES PAST
 BN0723'BRIDGE ON BEAVER CREEK, TO THE N CITY LIMITS SIGN OF LOYAL
 BN0723'VALLEY.  PROCEED 0.4 MILE AND TURN RIGHT THROUGH GATE JUST AFTER
 BN0723'CROSSING CONCRETE CULVERT AT SIGN ON TREE W OF GATE ROAD
 BN0723'TO EVERSCIO, GO 0.35 MILE AND PASS SHEDS AND CORRAL ON RIGHT,
 BN0723'GO 0.4 MILE AND FOLLOW ROAD RIGHT AROUND FENCE CORNER, PROCEED
 BN0723'0.15 MILE AND FOLLOW MAIN RIGHT FORK AT FENCE CORNER ON
 BN0723'RIGHT, CONTINUE 0.05 MILE AND PASS THROUGH WOODEN GATE IN NS
 BN0723'FENCE, FOLLOW DIM ROAD NW 0.7 MILE AND TURN RIGHT AND HEAD
 BN0723'UP FLAT DRAW AT LARGE TRIANGULAR BLAZED OAK TREE ON THE
 BN0723'RIGHT, CONTINUE UP DRAW 0.3 MILE, KEEPING TO THE LEFT OF A
 BN0723'ROCKY STRETCH AFTER GOING 0.2 MILE.  STATION IS ON THE
 BN0723'SUMMIT OF THE HILL TO THE W AND IS ABOUT 300 FEET S OF AN
 BN0723'E-W FENCE.
 BN0723'
 BN0723'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BN0723
 BN0723                          STATION RECOVERY (1956)
 BN0723
 BN0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0723'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 BN0723'AND FOUND TO BE IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 BN0723'FOLLOWS.
 BN0723'
 BN0723'THE STATION IS ABOUT 5-3/4 MILES NORTH OF CHERRY SPRINGS,
 BN0723'1 MILE WEST OF U.S. HIGHWAY 87, AND 3/4 MILE WEST-NORTHWEST
 BN0723'OF LOYAL VALLEY, ON THE MOST WESTERLY AND SLIGHTLY HIGHER
 BN0723'OF TWO BRUSH-COVERED HILLS OWNED BY ALBERT KEYSER OF LOYAL
 BN0723'VALLEY.  IT IS 5 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS
 BN0723'POST.
 BN0723'
 BN0723'TO REACH THE STATION FROM THE POST OFFICE IN CHERRY SPRINGS,
 BN0723'GO NORTH ON HIGHWAY 87 FOR 5.4 MILES TO A SIDE ROAD ON THE
 BN0723'RIGHT, LEADING TO LOYAL VALLEY, CONTINUE NORTH ON THE HIGHWAY
 BN0723'FOR 0.4 MILE TO A SIDE ROAD LEFT AT A CATTLE GUARD, TURN
 BN0723'LEFT, CROSS THE CATTLE GUARD AND GO WEST ON A TRACK ROAD
 BN0723'FOR 0.7 MILE TO A GATE, PASS THROUGH THE GATE, BEAR RIGHT
 BN0723'AND FOLLOW THE TRACK ROAD NORTHWESTERLY FOR 0.65 MILE TO A
 BN0723'DRAW ON THE RIGHT, BEAR RIGHT AND GO UP THE DRAW (NORTH)
 BN0723'FOR 0.25 MILE, LEAVE THE DRAW AND SELECT ROUTE THROUGH
 BN0723'MESQUITE TO THE TOP OF TH HILL AND THE STATION.  A DISTANCE OF
 BN0723'APPROXIMATELY 0.15 MILE WEST.  TO REACH THE AZIMUTH MARK FROM
 BN0723'MILEAGE 0.25, CONTINUE NORTH UP THE DRAW FOR 0.15 MILE,
 BN0723'THENCE EAST UP THE WEST SLOPE OF THE EAST HILL TOWARDS
 BN0723'A RADIO MAST FOR 0.15 MILE TO THE MARK.
 BN0723'
 BN0723'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0723'LOYAL 1935.
 BN0723'
 BN0723'REFERENCE MARK 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BN0723'LOYAL NO 1 1935.
 BN0723'
 BN0723'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK
 BN0723'IS STAMPED LOYAL NO 2 1935.
 BN0723'
 BN0723'THE AZIMUTH MARK IS ABOUT 600 FEET WEST OF THE RADIO MAST
 BN0723'AND 4 FEET NORTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0723'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BN0723'LOYAL AZ 1935.
 BN0723'
 BN0723'HEIGHT OF LIGHT--14 METERS.
 BN0723
 BN0723                          STATION RECOVERY (1961)
 BN0723
 BN0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 BN0723'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 BN0723'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR
 BN0723'THE TO REACH.  A NEW TO REACH IS AS FOLLOWS.
 BN0723'
 BN0723'TO REACH THE STATION FROM THE COURTHOUSE IN MASON, GO SOUTHEAST
 BN0723'ON U.S. HIGHWAY NO. 87 FOR 11.5 MILES TO THE JUNCTION OF
 BN0723'FARM ROAD NO. 152.  CONTINUE SOUTHEAST ON U.S. HIGHWAY NO.
 BN0723'87 FOR 6.1 MILES TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT
 BN0723'AND GO WEST ON A TRACK ROAD FOR 0.7 MILE TO A GATE.  PASS
 BN0723'THROUGH GATE, BEAR RIGHT AND FOLLOW TRACK ROAD NORTHWESTERLY
 BN0723'FOR 0.6 MILE TO A DRAW ON THE RIGHT.  BEAR RIGHT AND GO
 BN0723'NORTH UP DRAW FOR 0.4 MILE.  TURN LEFT AND SELECT ROUTE
 BN0723'UP HILL THROUGH MOSQUITE TREES FOR 0.15 MILE TO THE STATION
 BN0723'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0722 ***********************************************************************
 BN0722  DESIGNATION -  LOYAL MTN MICROWE RADIO MAST
 BN0722  PID         -  BN0722
 BN0722  STATE/COUNTY-  TX/MASON
 BN0722  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0722
 BN0722                         *CURRENT SURVEY CONTROL
 BN0722  ___________________________________________________________________
 BN0722* NAD 83(1993)-  30 34 47.63830(N)    099 01 20.33193(W)     ADJUSTED  
 BN0722* NAVD 88     -                                                        
 BN0722  ___________________________________________________________________
 BN0722  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 BN0722  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 BN0722
 BN0722  HORZ ORDER  -  THIRD
 BN0722
 BN0722.The horizontal coordinates were established by classical geodetic methods
 BN0722.and adjusted by the National Geodetic Survey in February 1996..
 BN0722
 BN0722
 BN0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0722
 BN0722.The geoid height was determined by GEOID03.
 BN0722
 BN0722;                    North         East     Units Scale Factor Converg.
 BN0722;SPC TX C     - 3,101,977.831   825,739.018   MT  0.99990863   +0 40 30.9
 BN0722;SPC TX C     -10,177,072.27  2,709,112.09   sFT  0.99990863   +0 40 30.9
 BN0722;UTM  14      - 3,383,045.974   497,860.448   MT  0.99960006   -0 00 40.9
 BN0722
 BN0722                          SUPERSEDED SURVEY CONTROL
 BN0722
 BN0722  NAD 83(1986)-  30 34 47.64934(N)    099 01 20.31783(W) AD(       ) 4
 BN0722  NAD 27      -  30 34 46.98000(N)    099 01 19.13500(W) AD(       ) 3
 BN0722
 BN0722.Superseded values are not recommended for survey control.
 BN0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0722.See file dsdata.txt to determine how the superseded data were derived.
 BN0722
 BN0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9786083046(NAD 83)
 BN0722_MARKER: 42 = RADIO/TV MAST
 BN0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0722+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 BN0722
 BN0722  HISTORY     - Date     Condition        Report By
 BN0722  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0722  HISTORY     - 19960212 GOOD             USPSQD
 BN0722  HISTORY     - 20030120 GOOD             USPSQD
 BN0722  HISTORY     - 20040326 GOOD             USPSQD
 BN0722
 BN0722                          STATION DESCRIPTION
 BN0722
 BN0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0722'THE STATION IS ABOUT 1-1/4 MILES WEST-NORTHWEST OF LOYAL
 BN0722'VALLEY AND 1/2 MILE WEST OF U.S. HIGHWAY 87.  IT IS OWNED
 BN0722'BY THE HUMBLE PIPELINE CO. OF HOUSTON, TEXAS.  THE MAST IS
 BN0722'RED AND WHITE IN COLOR, 100 FEET HIGH, AND A THREE LEGGED
 BN0722'MAST.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE MAST.
 BN0722
 BN0722                          STATION RECOVERY (1996)
 BN0722
 BN0722'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0722'RECOVERED IN GOOD CONDITION.
 BN0722
 BN0722                          STATION RECOVERY (2003)
 BN0722
 BN0722'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0722'RECOVERED IN GOOD CONDITION.
 BN0722
 BN0722                          STATION RECOVERY (2004)
 BN0722
 BN0722'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0481 ***********************************************************************
 AH0481  DESIGNATION -  LOYOLA
 AH0481  PID         -  AH0481
 AH0481  STATE/COUNTY-  TX/KLEBERG
 AH0481  USGS QUAD   -  RIVIERA (1979)
 AH0481
 AH0481                         *CURRENT SURVEY CONTROL
 AH0481  ___________________________________________________________________
 AH0481* NAD 83(1993)-  27 20 22.07996(N)    097 49 38.68231(W)     ADJUSTED  
 AH0481* NAVD 88     -        12.752  (meters)      41.84   (feet)  ADJUSTED  
 AH0481  ___________________________________________________________________
 AH0481  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH0481  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH0481  DYNAMIC HT  -          12.732 (meters)      41.77  (feet)  COMP
 AH0481  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 AH0481
 AH0481  HORZ ORDER  -  THIRD
 AH0481  VERT ORDER  -  FIRST     CLASS II
 AH0481
 AH0481.The horizontal coordinates were established by classical geodetic methods
 AH0481.and adjusted by the National Geodetic Survey in February 1996..
 AH0481
 AH0481.The orthometric height was determined by differential leveling
 AH0481.and adjusted by the National Geodetic Survey in June 1991..
 AH0481
 AH0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0481
 AH0481.The geoid height was determined by GEOID03.
 AH0481
 AH0481.The dynamic height is computed by dividing the NAVD 88
 AH0481.geopotential number by the normal gravity value computed on the
 AH0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0481.degrees latitude (g = 980.6199 gals.).
 AH0481
 AH0481.The modeled gravity was interpolated from observed gravity values.
 AH0481
 AH0481;                    North         East     Units Scale Factor Converg.
 AH0481;SPC TX S     - 5,185,510.526   366,549.884   MT  0.99991216   +0 18 19.3
 AH0481;SPC TX S     -17,012,795.78  1,202,589.08   sFT  0.99991216   +0 18 19.3
 AH0481;UTM  14      - 3,024,580.361   615,991.903   MT  0.99976608   +0 32 18.9
 AH0481
 AH0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0481!SPC TX S     -   1.00000203  x   0.99991216  =   0.99991419
 AH0481!UTM  14      -   1.00000203  x   0.99976608  =   0.99976811
 AH0481
 AH0481:                Primary Azimuth Mark                     Grid Az
 AH0481:SPC TX S     -  LOYOLA RM 5                              087 46 15.8
 AH0481:UTM  14      -  LOYOLA RM 5                              087 32 16.2
 AH0481
 AH0481|---------------------------------------------------------------------|
 AH0481| PID    Reference Object                     Distance      Geod. Az  |
 AH0481|                                                           dddmmss.s |
 AH0481| AH1071 LOYOLA RM 5                                        0880435.1 |
 AH0481| AH1501 OUR LADY OF CONSOL CATH CH          APPROX. 7.7 KM 0942045.0 |
 AH0481| AH0480 LOYOLA RM 1                          41.270 METERS 09530     |
 AH0481| AH0485 LOYOLA AZ MK                                       1624050.3 |
 AH0481| AH0482 LOYOLA RM 2                          16.204 METERS 16550     |
 AH0481| AH0483 LOYOLA RM 3                          15.813 METERS 16754     |
 AH0481| AH0484 LOYOLA RM 4                           9.217 METERS 34523     |
 AH0481|---------------------------------------------------------------------|
 AH0481
 AH0481                          SUPERSEDED SURVEY CONTROL
 AH0481
 AH0481  NAD 83(1986)-  27 20 22.09775(N)    097 49 38.65409(W) AD(       ) 3
 AH0481  NAD 27      -  27 20 20.95200(N)    097 49 37.66600(W) AD(       ) 3
 AH0481  NGVD 29 (??/??/92)   12.848  (m)           42.15   (f) ADJ UNCH    1 2
 AH0481
 AH0481.Superseded values are not recommended for survey control.
 AH0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0481.See file dsdata.txt to determine how the superseded data were derived.
 AH0481
 AH0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1599224580(NAD 83)
 AH0481_MARKER: DS = TRIANGULATION STATION DISK
 AH0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0481_STAMPING: LOYOLA 1949
 AH0481_MARK LOGO: CGS   
 AH0481_PROJECTION: FLUSH
 AH0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0481+STABILITY: SURFACE MOTION
 AH0481
 AH0481  HISTORY     - Date     Condition        Report By
 AH0481  HISTORY     - 1949     MONUMENTED       CGS
 AH0481  HISTORY     - 1951     GOOD             CGS
 AH0481  HISTORY     - 1961     GOOD             TXHD
 AH0481  HISTORY     - 1968     GOOD             CGS
 AH0481  HISTORY     - 1971     GOOD             LOCENG
 AH0481  HISTORY     - 1972     GOOD             NGS
 AH0481  HISTORY     - 1974     GOOD             NGS
 AH0481  HISTORY     - 1974     GOOD             NGS
 AH0481  HISTORY     - 1977     GOOD             TXHD
 AH0481  HISTORY     - 1981     GOOD             NGS
 AH0481  HISTORY     - 1987     GOOD             USPSQD
 AH0481  HISTORY     - 1988     GOOD             USPSQD
 AH0481
 AH0481                          STATION DESCRIPTION
 AH0481
 AH0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0481'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH-SOUTHEAST OF
 AH0481'RICARDO ON THE WEST SIDE OF U.S. HIGHWAY 77 BETWEEN THE HIGHWAY
 AH0481'AND RAILROAD TRACKS AND WEST OF THE T-INTERSECTION OF ROAD
 AH0481'EAST TO LOYOLA BEACH.  IT IS 44.5 FEET WEST OF THE CENTER
 AH0481'OF THE HIGHWAY, 45.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 AH0481'TRACKS AND 8 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 AH0481'LOYOLA 1949 AND PROJECTS 4 INCHES.
 AH0481'
 AH0481'REFERENCE MARK NO 1 IS EAST OF THE STATION, 85 FEET EAST
 AH0481'OF THE CENTER OF THE HIGHWAY AND 30 FEET SOUTH OF THE CENTER
 AH0481'OF MACADAM ROAD TO LOYOLA BEACH.  IT IS STAMPED LOYOLA NO
 AH0481'1 1949 AND PROJECTS 3 INCHES.
 AH0481'
 AH0481'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 48 FEET EAST
 AH0481'OF THE EAST RAIL OF THE RAILROAD TRACKS AND 42 FEET EAST OF
 AH0481'THE CENTER OF THE HIGHWAY.  IT IS STAMPED LOYOLA NO 2 1949
 AH0481'AND PROJECTS 4 INCHES.
 AH0481'
 AH0481'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHEAST OF THE
 AH0481'STATION, 60 FEET EAST OF THE CENTER OF HIGHWAY 77, 3 FEET
 AH0481'NORTHWEST OF POWER LINE POLE NO 174, 1 FOOT WEST OF FENCE
 AH0481'LINE AND 5 FEET SOUTHWEST OF WITNESS POST.  IT IS STAMPED LOYOLA
 AH0481'1949 AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION, GO SOUTH
 AH0481'ON HIGHWAY 77 FOR 0.5 MILE TO THE MARK ON THE EAST SIDE OF
 AH0481'THE HIGHWAY AS DESCRIBED.
 AH0481'
 AH0481'TO REACH THE STATION FROM THE STORE AND SERVICE STATION
 AH0481'IN RICARDO, GO SOUTH ON U.S. HIGHWAY 77 FOR 6.1 MILES TO SIDE
 AH0481'ROAD LEFT TO LOYOLA BEACH AND STATION JUST WEST BETWEEN
 AH0481'HIGHWAY AND RAILROAD TRACKS AS DESCRIBED.
 AH0481'
 AH0481'A 74 FOOT SIGNAL AT STATION KLEBERG 2 IS VISIBLE AT 20 FEET
 AH0481'
 AH0481'A 74 FOOT SIGNAL AT STATION ROBBINS ECC 1931 IS VISIBLE AT
 AH0481'20 FEET.
 AH0481'
 AH0481'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AH0481
 AH0481                          STATION RECOVERY (1951)
 AH0481
 AH0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0481'2.85 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0481'RAILROAD FROM THE STATION AT RIVIERA, 19 FEET SOUTH OF THE
 AH0481'EXTENDED CENTER LINE OF FARM ROAD 628, 45 FEET WEST OF THE
 AH0481'CENTER LINE OF U.S. HIGHWAY 77, 45.5 FEET EAST OF THE EAST
 AH0481'RAIL, 8 FEET NORTH OF A WITNESS POST, A TRIANGULATION STATION
 AH0481'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AH0481'FOOT ABOVE THE GROUND, STAMPED LOYOLA 1949.
 AH0481'
 AH0481'LOYOLA R.M. 1 IS 135.7 FEET EAST OF TRIANGULATION STATION
 AH0481'LOYOLA 1949, 83 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 AH0481'77, 32 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 628, 145
 AH0481'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, A REFERENCE
 AH0481'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AH0481'0.2 FOOT ABOVE THE GROUND, STAMPED LOYOLA NO 1 1949.
 AH0481'
 AH0481'LOYOLA R.M. 2 IS 53.2 FEET SOUTH OF TRIANGULATION STATION
 AH0481'LOYOLA 1949, 45 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 AH0481'77, 45 FEET EAST OF THE EAST RAIL, A REFERENCE MARK DISK
 AH0481'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AH0481'ABOVE THE GROUND, STAMPED LOYOLA NO 2 1949.
 AH0481'
 AH0481'LOYOLA AZIMUTH 1949 IS 0.5 MILE SOUTH OF TRIANGULATION STATION
 AH0481'LOYOLA 1949, 1-1/2 POLES NORTH OF MILEPOST 105-20, 166 FEET
 AH0481'EAST OF THE EAST RAIL, 190 FEET NORTH OF THE CENTER LINE OF
 AH0481'A ROAD LEADING EAST, 76 FEET EAST OF THE CENTER LINE OF
 AH0481'U.S. HIGHWAY 77, 67 FEET NORTH OF A FENCE CORNER, 3 FEET
 AH0481'NORTHWEST OF A POWER POLE, 1.4 FEET WEST OF A FENCE, 1.2
 AH0481'FEET SOUTH OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN
 AH0481'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AH0481'THE GROUND, STAMPED LOYOLA 1949.
 AH0481
 AH0481                          STATION RECOVERY (1961)
 AH0481
 AH0481'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1961 (JS)
 AH0481'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH0481'DIRECTIONS TO STATION SITE CORRECT.
 AH0481
 AH0481                          STATION RECOVERY (1968)
 AH0481
 AH0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH0481'THE STATION AND AZIMUTH MARK WERE RECOVERED IN APPARENT GOOD
 AH0481'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED.
 AH0481'REFERENCE MARK NO. 1 APPEARS DISTURBED.  IT NOW PROJECTS 1
 AH0481'FOOT, LEANS SLIGHTLY, AND THE ARROW NO LONGER POINTS TO THE
 AH0481'STATION.  REFERENCE MARK NO. 2S MONUMENT HAS BEEN BROKEN OFF
 AH0481'AND IS LOOSE IN THE GROUND.
 AH0481'
 AH0481'THE WITNESS POSTS AT THE STATION AND AZIMUTH MARK NO LONGER
 AH0481'EXIST.  THE RECOVERY DESCRIPTION OF DARLING, 1951, IS ADEQUATE
 AH0481'FOR RECOVERY.
 AH0481'
 AH0481'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 AH0481'NORTH FROM RIVIERA
 AH0481
 AH0481                          STATION RECOVERY (1971)
 AH0481
 AH0481'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 AH0481'RECOVERED BY--COASTAL ST GAS PROD. CO.
 AH0481'
 AH0481'R.M. 1 FOUND IN GOOD CONDITION, BUT WILL BE DESTROYED BY HIGHWAY
 AH0481'CONSTRUCTION.  R.M. 2 FOUND DESTROYED.
 AH0481
 AH0481                          STATION RECOVERY (1972)
 AH0481
 AH0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AH0481'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 AH0481'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 AH0481'NO. 2 WAS FOUND TO HAVE BEEN DESTROYED.
 AH0481'
 AH0481'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.
 AH0481'
 AH0481'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO REFERENCE
 AH0481'MARK NO. 1.
 AH0481'
 AH0481'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 AH0481'
 AH0481'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF
 AH0481'KINGSVILLE, 3 MILES NORTH-NORTHWEST OF RIVIERA AND AT THE
 AH0481'INTERSECTION OF U.S. HIGHWAY 77 AND FARM ROAD 628.
 AH0481'
 AH0481'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AH0481'77 AND FARM ROAD 285 IN RIVIERA, GO NORTHERLY ON U.S. HIGHWAY
 AH0481'77 FOR 2.3 MILES TO AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AH0481'STRAIGHT AHEAD NORTHERLY ON U.S. HWY. 77 FOR 0.5 MILES TO THE
 AH0481'JUNCTION OF FARM ROAD 628 ON THE RIGHT AND STATION ON THE LEFT.
 AH0481'
 AH0481'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AH0481'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND THE DISK
 AH0481'IS STAMPED LOYOLA 1949.  IT IS 45.6 FEET EAST OF THE EAST
 AH0481'RAIL OF RAIL-ROAD TRACKS, 44 FEET WEST OF THE CENTER-LINE
 AH0481'OF U.S. HWY. 77, 19 FEET SOUTH OF THE TANGENT OF THE CENTER-LINE
 AH0481'OF FARM ROAD 628, 17 FEET SOUTH OF THE SOUTH END OF HWY. ROUTE
 AH0481'SIGN POST, 1-FOOT NORTH OF A YELLOW PAINTED WOODEN WITNESS
 AH0481'POST AND 1.4 FEET EAST OF A METAL WITNESS POST.
 AH0481'
 AH0481'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 AH0481'A ROUND CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND IS
 AH0481'STAMPED LOYOLA NO 1 1949.  IT IS 84 FEET EAST OF THE CENTER-LINE
 AH0481'OF U.S. HWY. 77, 34 FEET SOUTH OF THE CENTER-LINE OF FARM
 AH0481'ROAD 628 AND HAS THREE HIGHWAY DEPT. RIGHT-OF-WAY WOODEN
 AH0481'WITNESS POSTS AROUND THE MARK FOR PROTECTION.
 AH0481'
 AH0481'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF
 AH0481'A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS
 AH0481'STAMPED LOYOLA 1949 NO 3 1972.  IT IS 71 FEET SOUTH OF THE
 AH0481'TANGENT OF THE CENTER-LINE OF FARM ROAD 826, 46 FEET WEST
 AH0481'OF THE CENTER-LINE OF U.S. HWY. 77, 43 FEET EAST OF THE
 AH0481'EAST RAIL OF RAIL-ROAD TRACKS AND 1.8 FEET WEST OF A WOODEN
 AH0481'WITNESS POST.
 AH0481'
 AH0481'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AH0481'CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED
 AH0481'LOYOLA 1949.  IT IS 190 FEET NORTH OF A TRACK ROAD LEADING EAST,
 AH0481'78 FEET EAST OF THE CENTER-LINE OF U.S. HWY. 77, 3 FEET
 AH0481'NORTH-NORTHWEST OF THE WEST 1 OF 2 OF 2 HI-LINE POLES, WHICH
 AH0481'IS A DOUBLE SET POLES AND 1.6 FEET NORTH OF A METAL WITNESS
 AH0481'POST.
 AH0481'
 AH0481'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES
 AH0481'NORTH OF RIVIERA
 AH0481
 AH0481                          STATION RECOVERY (1974)
 AH0481
 AH0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH0481'THE STATION MARK, REFERENCE MARK NO. 3, AND THE AZIMUTH
 AH0481'MARK WERE RECOVERED AND APPEARED TO BE IN GOOD CONDITION.
 AH0481'REFERENCE MARK NO. 1 WAS RECOVERED, BUT APPARENTLY HAS BEEN
 AH0481'DISTURBED, A DIFFERENCE OF 0.14 FOOT WAS FOUND IN THE DISTANCE
 AH0481'AND 23 MINUTES AND 20 SECONDS IN THE HORIZONTAL DIRECTION
 AH0481'TO THE MARK, THE ARROW ON THE DISK POINTED ABOUT 10 FEET TO
 AH0481'THE LEFT OF THE STATION MARK, THE DISK WAS REMOVED FROM THE
 AH0481'MARK AT THIS TIME.  DUE TO HIGHWAY IMPROVEMENTS THE AZIMUTH
 AH0481'MARK, WHICH IS ALSO A BENCH MARK, WOULD SOON BE DESTROYED.
 AH0481'A NEW AZIMUTH MARK COULD NOT BE SET NEARBY IN A SAFE
 AH0481'LOCATION AND BE VISIBLE FROM THE STATION DUE TO BRUSH ON
 AH0481'LINE.  THEREFORE REFERENCE MARK NO. 5 (AZIMUTH MARK) WAS SET IN
 AH0481'ANOTHER AREA AND A BENCH MARK DISK STAMPED LOYOLA AZIMUTH 1949
 AH0481'RESET 1974 WAS SET IN THE TOP OF A ROUND CONCRETE
 AH0481'MONUMENT, WEST, ACROSS THE HIGHWAY FROM THE ORIGINAL
 AH0481'AZIMUTH MARK AND THE ELEVATION TRANSFERRED TO IT.
 AH0481'REFERENCE MARK NO. 4 WAS SET TO REPLACE REFERENCE MARK NO.
 AH0481'1.  THE AZIMUTH MARK WAS LEFT INTACT FOR USE BY THE STATE
 AH0481'HIGHWAY DEPARTMENT AND WILL BE REMOVED BY THEM AT TIME OF
 AH0481'CONSTRUCTION.
 AH0481'
 AH0481'A NEW DESCRIPTION FOLLOWS--
 AH0481'
 AH0481'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF
 AH0481'KINGSVILLE, 6 MILES SOUTH-SOUTHEAST OF RICARDO, AND 2.85
 AH0481'MILES NORTH OF RIVIERA, AT THE JUNCTION OF U.S. HIGHWAY 77
 AH0481'AND FARM ROAD 628 LEADING EAST TO LOYOLA BEACH, ALONG THE
 AH0481'WEST SIDE OF HIGHWAY 77 AND THE EAST SIDE OF THE MISSOURI
 AH0481'PACIFIC RAILROAD.
 AH0481'
 AH0481'TO REACH THE STATION FROM THE STORE AND SERVICE STATION
 AH0481'IN RICARDO, GO SOUTH ON U.S. HIGHWAY 77 FOR 6.1 MILES TO THE
 AH0481'JUNCTION WITH FARM ROAD 628 ON THE LEFT AND THE STATION
 AH0481'ON THE RIGHT AS DESCRIBED.
 AH0481'
 AH0481'TO REACH THE AZIMUTH MARK (REFERENCE MARK NO. 5) FROM THE
 AH0481'STATION, GO EAST ON FARM ROAD 628 FOR 0.3 MILE TO A CONCRETE
 AH0481'CULVERT UNDER THE HIGHWAY AND THE MARK AS DESCRIBED.
 AH0481'
 AH0481'THE STATION MARK IS A STANDARD DISK STAMPED LOYOLA 1949,
 AH0481'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AH0481'GROUND.  IT IS 85 FEET EAST OF TELEPHONE POLE NO. E 48, 45.5
 AH0481'FEET EAST OF THE EAST RAIL, 44 FEET WEST OF THE CENTER OF
 AH0481'HIGHWAY 77, AND 20 FEET SOUTH OF THE EXTENDED CENTER LINE
 AH0481'OF FARM ROAD 628.
 AH0481'
 AH0481'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LOYOLA 1949
 AH0481'NO 3 1972, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 AH0481'WITH THE GROUND.  IT IS 52 FEET SOUTH OF THE METAL WITNESS
 AH0481'POST, 47 FEET WEST OF THE CENTER OF HIGHWAY 77, 43 FEET EAST
 AH0481'OF THE EAST RAIL, AND 1.8 FEET WEST OF A STATE HIGHWAY GUARD
 AH0481'POST.
 AH0481'
 AH0481'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED LOYOLA 1949
 AH0481'NO 4 1974 SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AH0481'WITH THE GROUND.  IT IS 45 FEET EAST OF THE EAST RAIL, 44
 AH0481'FEET WEST OF THE CENTER OF HIGHWAY 77, 11 FEET NORTH OF THE
 AH0481'EXTENDED CENTER LINE OF FARM ROAD 628, AND 2.8 FEET NORTHWEST
 AH0481'OF A STEEL STATE HIGHWAY SIGN POST.
 AH0481'
 AH0481'REFERENCE MARK NO. 5 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 AH0481'LOYOLA 1949 NO 5 1974, CEMENTED IN A DRILL HOLE IN THE TOP
 AH0481'OF A CONCRETE HEADWALL OF A DOUBLE CULVERT.  IT IS NEAR THE
 AH0481'CENTER OF THE TOP OF THE HEADWALL, 20 FEET NORTH OF THE
 AH0481'CENTER OF FARM ROAD 628, 21 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 AH0481'FENCE, AND ABOUT LEVEL WITH THE ROAD.
 AH0481'
 AH0481'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 AH0481'2.85 MILES N OF RIVIERA
 AH0481
 AH0481                          STATION RECOVERY (1974)
 AH0481
 AH0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AH0481'2.85 MI N FROM RIVIERA.
 AH0481'2.85 MILES NORTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE STATION
 AH0481'AT RIVIERA, 20 FEET SOUTH OF THE EXTENDED CENTER LINE OF FARM ROAD
 AH0481'628, 44 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77, 85 FEET EAST OF
 AH0481'TELEPHONE POLE NO. E 48, 45.5 FEET EAST OF THE EAST RAIL, 1.5 FOOT
 AH0481'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 AH0481'MONUMENT FLUSH WITH THE GROUND.
 AH0481
 AH0481                          STATION RECOVERY (1977)
 AH0481
 AH0481'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1977 (CLJ)
 AH0481'LOYOLA 1949 RECOVERED GOOD.
 AH0481'
 AH0481'LOYOLA AZ. MK. 1974 RECOVERED GOOD.
 AH0481'
 AH0481'REFERENCE MARKS NOT SEARCHED FOR.
 AH0481'
 AH0481'THE 1974 DESCRIPTION BY C.L. NOVAK IS ADEQUATE FOR THE RECOVERY OF
 AH0481'MARKS.
 AH0481'
 AH0481'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES NORTH OF
 AH0481'RIVIERA.
 AH0481
 AH0481                          STATION RECOVERY (1981)
 AH0481
 AH0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0481'RECOVERED THIS DATE.  NOTE-4.8 KM (2.95 MI) NORTH-NORTHWEST ALONG U.S.
 AH0481'HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF STATE ROUTE 285 IN RIVIERA,
 AH0481'AND 1.5 METERS (4.8 FT) EAST OF A METER WITNESS POST.
 AH0481
 AH0481                          STATION RECOVERY (1987)
 AH0481
 AH0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0481'RECOVERED IN GOOD CONDITION.
 AH0481
 AH0481                          STATION RECOVERY (1988)
 AH0481
 AH0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0485 ***********************************************************************
 AH0485  DESIGNATION -  LOYOLA AZ MK
 AH0485  PID         -  AH0485
 AH0485  STATE/COUNTY-  TX/KLEBERG
 AH0485  USGS QUAD   -  RIVIERA (1979)
 AH0485
 AH0485                         *CURRENT SURVEY CONTROL
 AH0485  ___________________________________________________________________
 AH0485* NAD 83(1986)-  27 19 57.     (N)    097 49 29.     (W)     SCALED    
 AH0485* NAVD 88     -        12.879  (meters)      42.25   (feet)  ADJUSTED  
 AH0485  ___________________________________________________________________
 AH0485  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AH0485  DYNAMIC HT  -          12.859 (meters)      42.19  (feet)  COMP
 AH0485  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 AH0485
 AH0485  VERT ORDER  -  FIRST     CLASS II
 AH0485
 AH0485.The horizontal coordinates were scaled from a topographic map and have
 AH0485.an estimated accuracy of +/- 6 seconds.
 AH0485
 AH0485.The orthometric height was determined by differential leveling
 AH0485.and adjusted by the National Geodetic Survey in June 1991..
 AH0485
 AH0485.The geoid height was determined by GEOID03.
 AH0485
 AH0485.The dynamic height is computed by dividing the NAVD 88
 AH0485.geopotential number by the normal gravity value computed on the
 AH0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0485.degrees latitude (g = 980.6199 gals.).
 AH0485
 AH0485.The modeled gravity was interpolated from observed gravity values.
 AH0485
 AH0485;                    North         East    Units  Estimated Accuracy
 AH0485;SPC TX S     - 5,184,740.      366,820.      MT  (+/- 180 meters Scaled)
 AH0485
 AH0485                          SUPERSEDED SURVEY CONTROL
 AH0485
 AH0485  NGVD 29 (??/??/92)   12.975  (m)           42.57   (f) ADJ UNCH    1 2
 AH0485
 AH0485.Superseded values are not recommended for survey control.
 AH0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0485.See file dsdata.txt to determine how the superseded data were derived.
 AH0485
 AH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR162238(NAD 83)
 AH0485_MARKER: DZ = AZIMUTH MARK DISK
 AH0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0485_STAMPING: LOYOLA 1949
 AH0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0485+STABILITY: SURFACE MOTION
 AH0485
 AH0485  HISTORY     - Date     Condition        Report By
 AH0485  HISTORY     - 1949     MONUMENTED       CGS
 AH0485  HISTORY     - 1972     GOOD             NGS
 AH0485  HISTORY     - 1974     GOOD             NGS
 AH0485  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0485  HISTORY     - 1987     GOOD             USPSQD
 AH0485
 AH0485                          STATION DESCRIPTION
 AH0485
 AH0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AH0485'2.3 MI N FROM RIVIERA.
 AH0485'FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND FARM ROAD 285 IN RIVIERA,
 AH0485'GO NORTH ON U.S. HWY. 77 FOR 2.3 MILES TO MARK ON THE RIGHT. A
 AH0485'STANDARD TRIANGULATION AZIMUTH MARK DISK, SET IN THE TOP OF A ROUND
 AH0485'CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED LOYOLA 1949.
 AH0485'IT IS 190 FEET NORTH OF A TRACK ROAD LEADING EAST, 78 FEET EAST OF
 AH0485'THE CENTER-LINE OF U.S. HWY. 77, 3 FEET NORTH-NORTHWEST OF THE WEST 1
 AH0485'OF 2 HI-LINE POLES, WHICH IS A DOUBLE SET OF POLES AND 1.6 FEET NORTH
 AH0485'OF A METAL WITNESS POST, ALSO 1-FOOT WEST OF FENCE-LINE.
 AH0485
 AH0485                          STATION RECOVERY (1974)
 AH0485
 AH0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AH0485'RECOVERED IN GOOD CONDITION.
 AH0485
 AH0485                          STATION RECOVERY (1981)
 AH0485
 AH0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0485'NOT SEARCHED FOR THIS DATE, REPORTED DESTROYED IN A 1974
 AH0485'HORIZONTAL RECOVERY NOTE, LOYOLA RM 5 WAS SET AS THE AZIMUTH MARK,
 AH0485'LOYOLA AZIMUTH RESET 1974 WAS SET FOR BENCH MARK ELEVATION PURPOSES.
 AH0485
 AH0485                          STATION RECOVERY (1987)
 AH0485
 AH0485'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0486 ***********************************************************************
 AH0486  DESIGNATION -  LOYOLA AZ MK RESET 1974
 AH0486  PID         -  AH0486
 AH0486  STATE/COUNTY-  TX/KLEBERG
 AH0486  USGS QUAD   -  RIVIERA (1979)
 AH0486
 AH0486                         *CURRENT SURVEY CONTROL
 AH0486  ___________________________________________________________________
 AH0486* NAD 83(1986)-  27 19 56.     (N)    097 49 29.     (W)     SCALED    
 AH0486* NAVD 88     -        12.854  (meters)      42.17   (feet)  ADJUSTED  
 AH0486  ___________________________________________________________________
 AH0486  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AH0486  DYNAMIC HT  -          12.834 (meters)      42.11  (feet)  COMP
 AH0486  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 AH0486
 AH0486  VERT ORDER  -  FIRST     CLASS II
 AH0486
 AH0486.The horizontal coordinates were scaled from a topographic map and have
 AH0486.an estimated accuracy of +/- 6 seconds.
 AH0486
 AH0486.The orthometric height was determined by differential leveling
 AH0486.and adjusted by the National Geodetic Survey in June 1991..
 AH0486
 AH0486.The geoid height was determined by GEOID03.
 AH0486
 AH0486.The dynamic height is computed by dividing the NAVD 88
 AH0486.geopotential number by the normal gravity value computed on the
 AH0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0486.degrees latitude (g = 980.6199 gals.).
 AH0486
 AH0486.The modeled gravity was interpolated from observed gravity values.
 AH0486
 AH0486;                    North         East    Units  Estimated Accuracy
 AH0486;SPC TX S     - 5,184,710.      366,820.      MT  (+/- 180 meters Scaled)
 AH0486
 AH0486                          SUPERSEDED SURVEY CONTROL
 AH0486
 AH0486.No superseded survey control is available for this station.
 AH0486
 AH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR162237(NAD 83)
 AH0486_MARKER: DZ = AZIMUTH MARK DISK
 AH0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0486_STAMPING: LOYOLA AZIMUTH 1949 RESET 1974
 AH0486_MARK LOGO: NGS   
 AH0486_PROJECTION: FLUSH
 AH0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0486+STABILITY: SURFACE MOTION
 AH0486
 AH0486  HISTORY     - Date     Condition        Report By
 AH0486  HISTORY     - 1974     MONUMENTED       NGS
 AH0486  HISTORY     - 1981     GOOD             NGS
 AH0486  HISTORY     - 1988     GOOD             USPSQD
 AH0486
 AH0486                          STATION DESCRIPTION
 AH0486
 AH0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0486'2.35 MI N FROM RIVIERA.
 AH0486'2.35 MILES NORTH ALONG THE MISSOURI-PACIFIC RAILROAD AND U.S. HIGHWAY
 AH0486'77 FROM THE RAILROAD DEPOT IN RIVIERA, 0.5 MILE SOUTH OF THE JUNCTION
 AH0486'OF U.S. HIGHWAY 77 AND FARM ROAD 628 LEADING EAST, 1-1/2 POLES NORTH
 AH0486'OF MILEPOST 105-20, 105 FEET NORTH OF THE EXTENDED CENTERLINE OF A
 AH0486'RANCH TRAIL EAST, 45.5 FEET EAST OF THE EAST RAIL, 44 FEET WEST OF THE
 AH0486'CENTER OF U.S. HIGHWAY 77, 1.5 FEET NORTH OF A METAL WITNESS POST, AND
 AH0486'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 AH0486
 AH0486                          STATION RECOVERY (1981)
 AH0486
 AH0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0486'RECOVERED THIS DATE, A NEW DESCRIPTION FOLLOWS-3.9 KM (2.4 MI)
 AH0486'NORTH-NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF
 AH0486'STATE ROUTE 285 IN RIVIERA, 13.7 METERS (45.0 FT) WEST OF THE
 AH0486'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 13.7 METERS
 AH0486'(45.0 FT) EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD,
 AH0486'3.0 METERS (10.0 FT) NORTH OF A THORN BUSH.  NOTE-THE DISK IS A
 AH0486'STANDARD VERTICAL CONTROL DISK.
 AH0486'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AH0486'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AH0486
 AH0486                          STATION RECOVERY (1988)
 AH0486
 AH0486'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0483 ***********************************************************************
 AH0483  DESIGNATION -  LOYOLA RM 3
 AH0483  PID         -  AH0483
 AH0483  STATE/COUNTY-  TX/KLEBERG
 AH0483  USGS QUAD   -  RIVIERA (1979)
 AH0483
 AH0483                         *CURRENT SURVEY CONTROL
 AH0483  ___________________________________________________________________
 AH0483* NAD 83(1986)-  27 20 15.     (N)    097 49 39.     (W)     SCALED    
 AH0483* NAVD 88     -        12.846  (meters)      42.15   (feet)  ADJUSTED  
 AH0483  ___________________________________________________________________
 AH0483  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AH0483  DYNAMIC HT  -          12.826 (meters)      42.08  (feet)  COMP
 AH0483  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 AH0483
 AH0483  VERT ORDER  -  FIRST     CLASS II
 AH0483
 AH0483.The horizontal coordinates were scaled from a topographic map and have
 AH0483.an estimated accuracy of +/- 6 seconds.
 AH0483
 AH0483.The orthometric height was determined by differential leveling
 AH0483.and adjusted by the National Geodetic Survey in June 1991..
 AH0483
 AH0483.The geoid height was determined by GEOID03.
 AH0483
 AH0483.The dynamic height is computed by dividing the NAVD 88
 AH0483.geopotential number by the normal gravity value computed on the
 AH0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0483.degrees latitude (g = 980.6199 gals.).
 AH0483
 AH0483.The modeled gravity was interpolated from observed gravity values.
 AH0483
 AH0483;                    North         East    Units  Estimated Accuracy
 AH0483;SPC TX S     - 5,185,290.      366,540.      MT  (+/- 180 meters Scaled)
 AH0483
 AH0483                          SUPERSEDED SURVEY CONTROL
 AH0483
 AH0483.No superseded survey control is available for this station.
 AH0483
 AH0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR159243(NAD 83)
 AH0483_MARKER: DR = REFERENCE MARK DISK
 AH0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0483_STAMPING: LOYOLA 1949 NO 3 1972
 AH0483_MARK LOGO: NGS   
 AH0483_PROJECTION: FLUSH
 AH0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0483+STABILITY: SURFACE MOTION
 AH0483
 AH0483  HISTORY     - Date     Condition        Report By
 AH0483  HISTORY     - 1972     MONUMENTED       NGS
 AH0483  HISTORY     - 1974     GOOD             NGS
 AH0483  HISTORY     - 1981     GOOD             NGS
 AH0483
 AH0483                          STATION DESCRIPTION
 AH0483
 AH0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0483'2.85 MI N FROM RIVIERA.
 AH0483'2.85 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AH0483'AT RIVIERA, 71 FEET SOUTH OF TANGENT OF CENTER LINE OF FARM ROAD 698,
 AH0483'46 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY 77, 43 FEET EAST OF
 AH0483'THE EAST RAIL, 1.8 FEET WEST OF A WOODEN WITNESS POST AND SET IN THE
 AH0483'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AH0483
 AH0483                          STATION RECOVERY (1981)
 AH0483
 AH0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0483'RECOVERED THIS DATE.  NOTE-4.6 KM (2.95 MI) NORTH-NORTHWEST ALONG U.S.
 AH0483'HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF STATE ROUTE 285 IN RIVIERA,
 AH0483'AT THE JUNCTION OF FARM ROAD 628 EAST.
 AH0483'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0484 ***********************************************************************
 AH0484  DESIGNATION -  LOYOLA RM 4
 AH0484  PID         -  AH0484
 AH0484  STATE/COUNTY-  TX/KLEBERG
 AH0484  USGS QUAD   -  RIVIERA (1979)
 AH0484
 AH0484                         *CURRENT SURVEY CONTROL
 AH0484  ___________________________________________________________________
 AH0484* NAD 83(1986)-  27 20 15.     (N)    097 49 39.     (W)     SCALED    
 AH0484* NAVD 88     -        12.748  (meters)      41.82   (feet)  ADJUSTED  
 AH0484  ___________________________________________________________________
 AH0484  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AH0484  DYNAMIC HT  -          12.728 (meters)      41.76  (feet)  COMP
 AH0484  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 AH0484
 AH0484  VERT ORDER  -  FIRST     CLASS II
 AH0484
 AH0484.The horizontal coordinates were scaled from a topographic map and have
 AH0484.an estimated accuracy of +/- 6 seconds.
 AH0484
 AH0484.The orthometric height was determined by differential leveling
 AH0484.and adjusted by the National Geodetic Survey in June 1991..
 AH0484
 AH0484.The geoid height was determined by GEOID03.
 AH0484
 AH0484.The dynamic height is computed by dividing the NAVD 88
 AH0484.geopotential number by the normal gravity value computed on the
 AH0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0484.degrees latitude (g = 980.6199 gals.).
 AH0484
 AH0484.The modeled gravity was interpolated from observed gravity values.
 AH0484
 AH0484;                    North         East    Units  Estimated Accuracy
 AH0484;SPC TX S     - 5,185,290.      366,540.      MT  (+/- 180 meters Scaled)
 AH0484
 AH0484                          SUPERSEDED SURVEY CONTROL
 AH0484
 AH0484.No superseded survey control is available for this station.
 AH0484
 AH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR159243(NAD 83)
 AH0484_MARKER: DR = REFERENCE MARK DISK
 AH0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0484_STAMPING: LOYOLA 1949 NO 4 1974
 AH0484_MARK LOGO: NGS   
 AH0484_PROJECTION: FLUSH
 AH0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0484+STABILITY: SURFACE MOTION
 AH0484
 AH0484  HISTORY     - Date     Condition        Report By
 AH0484  HISTORY     - 1974     MONUMENTED       NGS
 AH0484  HISTORY     - 1981     GOOD             NGS
 AH0484
 AH0484                          STATION DESCRIPTION
 AH0484
 AH0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0484'2.85 MI N FROM RIVIERA.
 AH0484'2.85 MILES NORTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE STATION
 AH0484'AT RIVIERA, 45 FEET EAST OF THE EAST RAIL, 44 FEET WEST OF THE CENTER
 AH0484'OF U.S. HIGHWAY 77, 11 FEET NORTH OF THE EXTENDED CENTERLINE OF FARM
 AH0484'ROAD 628, 2.8 FEET NORTHWEST OF A STEEL STATE HIGHWAY SIGN POST, AND
 AH0484'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. IT
 AH0484'IS 30.24 FEET NORTH OF TRIANGULATION STATION MARK LOYOLA 1949.
 AH0484
 AH0484                          STATION RECOVERY (1981)
 AH0484
 AH0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0484'RECOVERED THIS DATE.  NOTE-4.8 KM (2.95 MI) NORTH-NORTHWEST ALONG U.S.
 AH0484'HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF STATE ROUTE 285 IN RIVIERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1071 ***********************************************************************
 AH1071  DESIGNATION -  LOYOLA RM 5
 AH1071  PID         -  AH1071
 AH1071  STATE/COUNTY-  TX/KLEBERG
 AH1071  USGS QUAD   -  RIVIERA (1979)
 AH1071
 AH1071                         *CURRENT SURVEY CONTROL
 AH1071  ___________________________________________________________________
 AH1071* NAD 83(1986)-  27 20 15.     (N)    097 49 25.     (W)     SCALED    
 AH1071* NAVD 88     -        11.518  (meters)      37.79   (feet)  ADJUSTED  
 AH1071  ___________________________________________________________________
 AH1071  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AH1071  DYNAMIC HT  -          11.500 (meters)      37.73  (feet)  COMP
 AH1071  MODELED GRAV-     979,094.6   (mgal)                       NAVD 88
 AH1071
 AH1071  VERT ORDER  -  FIRST     CLASS II
 AH1071
 AH1071.The horizontal coordinates were scaled from a topographic map and have
 AH1071.an estimated accuracy of +/- 6 seconds.
 AH1071
 AH1071.The orthometric height was determined by differential leveling
 AH1071.and adjusted by the National Geodetic Survey in June 1991..
 AH1071
 AH1071.The geoid height was determined by GEOID03.
 AH1071
 AH1071.The dynamic height is computed by dividing the NAVD 88
 AH1071.geopotential number by the normal gravity value computed on the
 AH1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1071.degrees latitude (g = 980.6199 gals.).
 AH1071
 AH1071.The modeled gravity was interpolated from observed gravity values.
 AH1071
 AH1071;                    North         East    Units  Estimated Accuracy
 AH1071;SPC TX S     - 5,185,300.      366,930.      MT  (+/- 180 meters Scaled)
 AH1071
 AH1071                          SUPERSEDED SURVEY CONTROL
 AH1071
 AH1071.No superseded survey control is available for this station.
 AH1071
 AH1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR163243(NAD 83)
 AH1071_MARKER: DR = REFERENCE MARK DISK
 AH1071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH1071_SP_SET: CULVERT HEADWALL
 AH1071_STAMPING: LOYOLA NO 5 1949 1974
 AH1071_MARK LOGO: NGS   
 AH1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1071+STABILITY: SURFACE MOTION
 AH1071
 AH1071  HISTORY     - Date     Condition        Report By
 AH1071  HISTORY     - 1974     MONUMENTED       NGS
 AH1071  HISTORY     - 1981     GOOD             NGS
 AH1071
 AH1071                          STATION DESCRIPTION
 AH1071
 AH1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1071'5.2 KM (3.25 MI) NNW FROM RIVIERA.
 AH1071'4.8 KM (2.95 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND FROM
 AH1071'THE JUNCTION OF STATE ROUTE 285 IN RIVIERA, THENCE EAST ALONG FARM
 AH1071'ROAD 628 FOR 0.48 KM (0.3 MI) SET IN THE TOP AND CENTER OF A DOUBLE
 AH1071'CONCRETE CULVERT HEADWALL, 6.1 METERS (20.0 FT) NORTH OF THE
 AH1071'CENTERLINE OF THE ROAD, 6.4 METERS (21.0 FT) SOUTH OF THE RIGHT-OF-WAY
 AH1071'FENCE.
 AH1071'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1046 ***********************************************************************
 AJ1046  DESIGNATION -  LP 1 IBWC
 AJ1046  PID         -  AJ1046
 AJ1046  STATE/COUNTY-  TX/WEBB
 AJ1046  USGS QUAD   -  LAREDO WEST (1980)
 AJ1046
 AJ1046                         *CURRENT SURVEY CONTROL
 AJ1046  ___________________________________________________________________
 AJ1046* NAD 83(1986)-  27 32 09.     (N)    099 30 50.     (W)     SCALED    
 AJ1046* NAVD 88     -       128.696  (meters)     422.23   (feet)  ADJUSTED  
 AJ1046  ___________________________________________________________________
 AJ1046  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AJ1046  DYNAMIC HT  -         128.493 (meters)     421.56  (feet)  COMP
 AJ1046  MODELED GRAV-     979,068.0   (mgal)                       NAVD 88
 AJ1046
 AJ1046  VERT ORDER  -  FIRST     CLASS II
 AJ1046
 AJ1046.The horizontal coordinates were scaled from a topographic map and have
 AJ1046.an estimated accuracy of +/- 6 seconds.
 AJ1046
 AJ1046.The orthometric height was determined by differential leveling
 AJ1046.and adjusted by the National Geodetic Survey in June 1991..
 AJ1046
 AJ1046.The geoid height was determined by GEOID03.
 AJ1046
 AJ1046.The dynamic height is computed by dividing the NAVD 88
 AJ1046.geopotential number by the normal gravity value computed on the
 AJ1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1046.degrees latitude (g = 980.6199 gals.).
 AJ1046
 AJ1046.The modeled gravity was interpolated from observed gravity values.
 AJ1046
 AJ1046;                    North         East    Units  Estimated Accuracy
 AJ1046;SPC TX S     - 5,207,490.      199,860.      MT  (+/- 180 meters Scaled)
 AJ1046
 AJ1046                          SUPERSEDED SURVEY CONTROL
 AJ1046
 AJ1046.No superseded survey control is available for this station.
 AJ1046
 AJ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR492458(NAD 83)
 AJ1046_MARKER: DD = SURVEY DISK
 AJ1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1046_STAMPING: L P 1
 AJ1046_MARK LOGO: IBWC  
 AJ1046_PROJECTION: PROJECTING 8 CENTIMETERS
 AJ1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1046+STABILITY: SURFACE MOTION
 AJ1046
 AJ1046  HISTORY     - Date     Condition        Report By
 AJ1046  HISTORY     - UNK      MONUMENTED       IBWC
 AJ1046  HISTORY     - 1957     GOOD             NGS
 AJ1046  HISTORY     - 1981     GOOD             NGS
 AJ1046  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ1046
 AJ1046                          STATION DESCRIPTION
 AJ1046
 AJ1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1046'2.1 MI N FROM LAREDO.
 AJ1046'2.1 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1046'FROM THE STATION AT LAREDO, 36 FEET EAST OF THE EAST RAIL, 2.5 FEET
 AJ1046'NORTH OF THE 1ST POLE NORTH OF MILEPOST 410, SET IN THE TOP OF A
 AJ1046'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AJ1046
 AJ1046                          STATION RECOVERY (1981)
 AJ1046
 AJ1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1046'IN LAREDO, 3.4 KM (2.1 MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 AJ1046'FROM THE STATION AT LAREDO AT THE FIRST TELEPHONE POLE NORTH OF MILE
 AJ1046'POST 410, 10.8 METERS (35.5 FT) EAST OF THE EAST RAIL, 15.8 METERS
 AJ1046'(852.0 FT) SOUTH OF THE CENTER OF PACE STREET, 10.4 METERS (34.0 FT)
 AJ1046'SOUTHWEST OF THE NORTHWEST CORNER FENCE POST OF A CHAIN LINK FENCE
 AJ1046'AROUND A YARD, 0.21 METERS (0.7 FT) NORTH OF THE TELEPHONE POLE WITH A
 AJ1046'GUY WIRE, NOTE, AN IBWC SURVEY DISK.
 AJ1046'THE MARK IS 0.58 METERS  SW FROM A WITNESS POST.
 AJ1046'THE MARK IS 0.58 M BELOW RAILROAD TRACKS.
 AJ1046
 AJ1046                          STATION RECOVERY (2002)
 AJ1046
 AJ1046'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1044 ***********************************************************************
 AJ1044  DESIGNATION -  LP 2 IBWC
 AJ1044  PID         -  AJ1044
 AJ1044  STATE/COUNTY-  TX/WEBB
 AJ1044  USGS QUAD   -  LAREDO WEST (1980)
 AJ1044
 AJ1044                         *CURRENT SURVEY CONTROL
 AJ1044  ___________________________________________________________________
 AJ1044* NAD 83(1986)-  27 33 57.     (N)    099 30 19.     (W)     SCALED    
 AJ1044* NAVD 88     -       129.162  (meters)     423.76   (feet)  POSTED    
 AJ1044  ___________________________________________________________________
 AJ1044  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ1044  DYNAMIC HT  -         128.960 (meters)     423.10  (feet)  COMP
 AJ1044  MODELED GRAV-     979,071.4   (mgal)                       NAVD 88
 AJ1044
 AJ1044  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AJ1044
 AJ1044.The horizontal coordinates were scaled from a topographic map and have
 AJ1044.an estimated accuracy of +/- 6 seconds.
 AJ1044
 AJ1044.The orthometric height was determined by differential leveling
 AJ1044.and adjusted by the National Geodetic Survey in 1992..
 AJ1044.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AJ1044.rate of 4.1 thru 8.0 mm/km.
 AJ1044
 AJ1044.The geoid height was determined by GEOID03.
 AJ1044
 AJ1044.The dynamic height is computed by dividing the NAVD 88
 AJ1044.geopotential number by the normal gravity value computed on the
 AJ1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1044.degrees latitude (g = 980.6199 gals.).
 AJ1044
 AJ1044.The modeled gravity was interpolated from observed gravity values.
 AJ1044
 AJ1044;                    North         East    Units  Estimated Accuracy
 AJ1044;SPC TX S     - 5,210,810.      200,730.      MT  (+/- 180 meters Scaled)
 AJ1044
 AJ1044                          SUPERSEDED SURVEY CONTROL
 AJ1044
 AJ1044  NGVD 29 (??/??/92)  129.158  (m)          423.75   (f) ADJ UNCH    1 2
 AJ1044
 AJ1044.Superseded values are not recommended for survey control.
 AJ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1044.See file dsdata.txt to determine how the superseded data were derived.
 AJ1044
 AJ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR501492(NAD 83)
 AJ1044_MARKER: DD = SURVEY DISK
 AJ1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1044_STAMPING: L P 2
 AJ1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1044+STABILITY: SURFACE MOTION
 AJ1044
 AJ1044  HISTORY     - Date     Condition        Report By
 AJ1044  HISTORY     - UNK      MONUMENTED       IBWC
 AJ1044  HISTORY     - 1957     GOOD             NGS
 AJ1044  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ1044
 AJ1044                          STATION DESCRIPTION
 AJ1044
 AJ1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1044'4.1 MI N FROM LAREDO.
 AJ1044'4.1 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1044'FROM THE STATION AT LAREDO, 1 1/2 POLES NORTH OF MILEPOST 408, 1 1/2
 AJ1044'POLES SOUTH OF A ROAD CROSSING, 0.2 MILE EAST OF THE LAREDO POWER
 AJ1044'STATION, 43 FEET WEST OF THE WEST RAIL, 4.5 FEET NORTH OF A TELEPHONE
 AJ1044'POLE, 4.5 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 AJ1044'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ1044
 AJ1044                          STATION RECOVERY (1981)
 AJ1044
 AJ1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1044'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2771 ***********************************************************************
 AB2771  FBN         -  This is a Federal Base Network Control Station.
 AB2771  PACS        -  This is a Primary Airport Control Station.
 AB2771  DESIGNATION -  LRD AP STA A
 AB2771  PID         -  AB2771
 AB2771  STATE/COUNTY-  TX/WEBB
 AB2771  USGS QUAD   -  LAREDO EAST (1980)
 AB2771
 AB2771                         *CURRENT SURVEY CONTROL
 AB2771  ___________________________________________________________________
 AB2771* NAD 83(1993)-  27 33 15.46556(N)    099 27 41.87903(W)     ADJUSTED  
 AB2771* NAVD 88     -       151.99   (meters)     498.7    (feet)  GPS OBS   
 AB2771  ___________________________________________________________________
 AB2771  X           -    -930,242.269 (meters)                     COMP
 AB2771  Y           -  -5,581,867.630 (meters)                     COMP
 AB2771  Z           -   2,932,864.990 (meters)                     COMP
 AB2771  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AB2771  ELLIP HEIGHT-         127.96  (meters)          (10/24/00) GPS OBS
 AB2771  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AB2771
 AB2771  HORZ ORDER  -  B
 AB2771  ELLP ORDER  -  FOURTH    CLASS II
 AB2771
 AB2771.This mark is at Laredo Intl (LRD) Airport (LRD)
 AB2771
 AB2771.The horizontal coordinates were established by GPS observations
 AB2771.and adjusted by the National Geodetic Survey in February 1996..
 AB2771
 AB2771.The orthometric height was determined by GPS observations and a
 AB2771.high-resolution geoid model.
 AB2771
 AB2771.GPS derived orthometric heights for airport stations designated as
 AB2771.PACS or SACS are published to 2 decimal places.  This maintains
 AB2771.centimeter relative accuracy between the PACS and SACS.  It does
 AB2771.not indicate centimeter accuracy relative to other marks which are
 AB2771.part of the NAVD 88 network.
 AB2771
 AB2771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2771
 AB2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2771
 AB2771.The ellipsoidal height was determined by GPS observations
 AB2771.and is referenced to NAD 83.
 AB2771
 AB2771.The geoid height was determined by GEOID03.
 AB2771
 AB2771;                    North         East     Units Scale Factor Converg.
 AB2771;SPC TX S     - 5,209,498.603   205,032.151   MT  0.99994124   -0 26 11.7
 AB2771;SPC TX S     -17,091,496.67    672,676.32   sFT  0.99994124   -0 26 11.7
 AB2771;UTM  14      - 3,047,915.981   454,425.407   MT  0.99962564   -0 12 48.8
 AB2771
 AB2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2771!SPC TX S     -   0.99997990  x   0.99994124  =   0.99992114
 AB2771!UTM  14      -   0.99997990  x   0.99962564  =   0.99960555
 AB2771
 AB2771:                Primary Azimuth Mark                     Grid Az
 AB2771:SPC TX S     -  LRD ARP                                  179 53 43.2
 AB2771:UTM  14      -  LRD ARP                                  179 40 20.3
 AB2771
 AB2771|---------------------------------------------------------------------|
 AB2771| PID    Reference Object                     Distance      Geod. Az  |
 AB2771|                                                           dddmmss.s |
 AB2771| AB3823 LRD ARP                             APPROX. 1.0 KM 1792731.5 |
 AB2771|---------------------------------------------------------------------|
 AB2771
 AB2771                          SUPERSEDED SURVEY CONTROL
 AB2771
 AB2771  ELLIP H (02/20/96)  128.07   (m)                       GP(       ) 1 1
 AB2771
 AB2771.Superseded values are not recommended for survey control.
 AB2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2771.See file dsdata.txt to determine how the superseded data were derived.
 AB2771
 AB2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5442547916(NAD 83)
 AB2771_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB2771_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB2771_STAMPING: AP 1966 STA A
 AB2771_MARK LOGO: CGS   
 AB2771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2771+STABILITY: SURFACE MOTION
 AB2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2771+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AB2771
 AB2771  HISTORY     - Date     Condition        Report By
 AB2771  HISTORY     - 1966     MONUMENTED       CGS
 AB2771  HISTORY     - 19900615 GOOD             NGS
 AB2771  HISTORY     - 20050311 GOOD             NGS
 AB2771
 AB2771                          STATION DESCRIPTION
 AB2771
 AB2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AB2771'THE STATION IS LOCATED IN THE NORTHEAST PART OF LAREDO, ON THE LAREDO
 AB2771'INTERNATIONAL AIRPORT, AT THE NORTH END OF THE AIRPORT EAST OF THE
 AB2771'EXTENDED CENTER OF RUNWAY 17R.  OWNERSHIP--CITY OF LAREDO, JOSE
 AB2771'FLORES, MANAGER, PO BOX 579, LAREDO TX 78041, PHONE PHONE 210 722
 AB2771'9826.  NOTE--CONTACT HUMEBERTO GARZA, ASISTANT AIRPORT MANAGER, PHONE
 AB2771'210 722 4933, 24 HOURS IN ADVANCE FOR ESCORT.  TO REACH THE STATION
 AB2771'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND U.S.  HIGHWAY 59 IN
 AB2771'LAREDO, GO EAST ON HIGHWAY 59 FOR 2.82 KM (1.75 MI) TO BARTLETT
 AB2771'AVENUE, TURN LEFT, NORTH, GO.  0.16 KM, (0.10 MI) BEARING RIGHT,
 AB2771'NORTHEAST, TO MAHER AVENUE, NORTH, 1.02 KM (0.65 MI) TO THE TERMINAL
 AB2771'SIGN ON THE RIGHT, EAST, AND THE LAREDO TRANSPORTATION AND AIRPORT
 AB2771'DEPARTMENTS, BUILDING, ON THE RIGHT AND OFFICE ON 2ND FLOOR FOR
 AB2771'CONTACT.  THE STATION IS 89.1 M (292.3 FT) EAST OF THE EXTENDED CENTER
 AB2771'OF RUNWAY 17R, 66.2 M (217.2 FT) WEST OF THE CENTER OF A ROAD, 38.7 M
 AB2771'(127.0 FT) NORTH OF THE CENTER OF TAXI B, 26.7 M (87.6 FT) NORTHEAST
 AB2771'OF THE 1ST TAXI LIGHT EAST OF THE RUNWAY NEAR THE HOLDBARS, 25.2 M
 AB2771'(82.7 FT) SOUTH OF A WINDSOCK, AND THE MONUMENT IS FLUSH WITH THE
 AB2771'GROUND SURFACE.  BY DEB
 AB2771
 AB2771                          STATION RECOVERY (1990)
 AB2771
 AB2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AB2771'THE STATION IS LOCATED NEAR RWY 17C 89.6 FT (27.3 M) NORTH OF NORTH
 AB2771'EDGE OF TAXIWAY, 174.9 FT (53.3 M) NE OF THE NORTH REFLECTOR POST OF
 AB2771'TWO ON THE TAXIWAY, 217.7 FT (66.4 M) NE OF THE MOST EASTERLY
 AB2771'THRESHOLD LIGHT, 202.5 FT (61.7 M) EAST OF MOST EASTERLY ALS LIGHT
 AB2771'(SET OF 3) .  THE STATION IS A STANDARD TOPO DISK SET IN A CONCRETE
 AB2771'POST FLUSH WITH THE GROUND AND STAMPED, AP 1966 STA A.
 AB2771
 AB2771                          STATION RECOVERY (2005)
 AB2771
 AB2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (SWA)
 AB2771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3821 ***********************************************************************
 AB3821  SACS        -  This is a Secondary Airport Control Station.
 AB3821  DESIGNATION -  LRD AP STA B
 AB3821  PID         -  AB3821
 AB3821  STATE/COUNTY-  TX/WEBB
 AB3821  USGS QUAD   -  LAREDO EAST (1980)
 AB3821
 AB3821                         *CURRENT SURVEY CONTROL
 AB3821  ___________________________________________________________________
 AB3821* NAD 83(1993)-  27 31 58.24907(N)    099 27 45.05848(W)     ADJUSTED  
 AB3821* NAVD 88     -       145.74   (meters)     478.1    (feet)  GPS OBS   
 AB3821  ___________________________________________________________________
 AB3821  X           -    -930,508.097 (meters)                     COMP
 AB3821  Y           -  -5,582,931.991 (meters)                     COMP
 AB3821  Z           -   2,930,754.640 (meters)                     COMP
 AB3821  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AB3821  ELLIP HEIGHT-         121.72  (meters)          (06/26/01) GPS OBS
 AB3821  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AB3821
 AB3821  HORZ ORDER  -  FIRST
 AB3821  ELLP ORDER  -  FIFTH     CLASS II
 AB3821
 AB3821.This mark is at Laredo Intl (LRD) Airport (LRD)
 AB3821
 AB3821.The horizontal coordinates were established by GPS observations
 AB3821.and adjusted by the National Geodetic Survey in February 1996..
 AB3821
 AB3821.The orthometric height was determined by GPS observations and a
 AB3821.high-resolution geoid model.
 AB3821
 AB3821.GPS derived orthometric heights for airport stations designated as
 AB3821.PACS or SACS are published to 2 decimal places.  This maintains
 AB3821.centimeter relative accuracy between the PACS and SACS.  It does
 AB3821.not indicate centimeter accuracy relative to other marks which are
 AB3821.part of the NAVD 88 network.
 AB3821
 AB3821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3821
 AB3821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3821
 AB3821.The ellipsoidal height was determined by GPS observations
 AB3821.and is referenced to NAD 83.
 AB3821
 AB3821.The geoid height was determined by GEOID03.
 AB3821
 AB3821;                    North         East     Units Scale Factor Converg.
 AB3821;SPC TX S     - 5,207,122.668   204,926.807   MT  0.99993771   -0 26 13.2
 AB3821;SPC TX S     -17,083,701.62    672,330.70   sFT  0.99993771   -0 26 13.2
 AB3821;UTM  14      - 3,045,540.400   454,329.345   MT  0.99962575   -0 12 49.7
 AB3821
 AB3821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3821!SPC TX S     -   0.99998088  x   0.99993771  =   0.99991859
 AB3821!UTM  14      -   0.99998088  x   0.99962575  =   0.99960664
 AB3821
 AB3821                          SUPERSEDED SURVEY CONTROL
 AB3821
 AB3821  ELLIP H (02/20/96)  121.83   (m)                       GP(       ) 5 2
 AB3821
 AB3821.Superseded values are not recommended for survey control.
 AB3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3821.See file dsdata.txt to determine how the superseded data were derived.
 AB3821
 AB3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5432945540(NAD 83)
 AB3821_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3821_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB3821_STAMPING: AP 1966 STA B
 AB3821_MARK LOGO: CGS   
 AB3821_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3821+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AB3821
 AB3821  HISTORY     - Date     Condition        Report By
 AB3821  HISTORY     - 1966     MONUMENTED       CGS
 AB3821  HISTORY     - 19900615 GOOD             NGS
 AB3821  HISTORY     - 19950411 GOOD             NGS
 AB3821  HISTORY     - 20050311 GOOD             NGS
 AB3821
 AB3821                          STATION DESCRIPTION
 AB3821
 AB3821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AB3821'THE STATION IS LOCATED NEAR RUNWAY END 35C.  IT IS 75 FT (22.9 M) ESE
 AB3821'OF A VEHICLE ROAD, 24 FT (7.3 M) N OF THE NORTH EDGE (APPROX) OF AN
 AB3821'ABONDONED ROAD, 124 FT (37.8 M) WEST OF THE WEST EDGE OF A PAVED
 AB3821'ACCESS ROAD, 142.7 FT (43.5 M) SE OF THE 7TH TAXIWAY LIGHT FROM THE
 AB3821'EAST SIDE OF RUNWAY 35C, 146.3 FT (44.6 M) SE OF THE SE EDGE OF THE
 AB3821'TAXIWAY.  THE STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A
 AB3821'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED, AP 1966 STA B.
 AB3821
 AB3821                          STATION RECOVERY (1995)
 AB3821
 AB3821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3821'THE STATION IS LOCATED IN THE NORTHEAST PART OF LAREDO, ON THE LAREDO
 AB3821'INTERNATIONAL AIRPORT, AT THE SOUTH END OF THE AIRPORT EAST OF A ROAD
 AB3821'SOUTHEAST OF THE JUNCTION OF RUNWAY 35L AND TAXI F.  OWNERSHIP--CITY
 AB3821'OF LAREDO, JOSE FLORES, MANAGER, PO BOX 579, LAREDO TX 78041, PHONE
 AB3821'PHONE 210 722 9826.  NOTE--CONTACT HUMEBERTO GARZA, ASISTANT AIRPORT
 AB3821'MANAGER, PHONE 210 722 4933, 24 HOURS IN ADVANCE FOR ESCORT.  TO REACH
 AB3821'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND U.S.
 AB3821'HIGHWAY 59 IN LAREDO, GO EAST ON HIGHWAY 59 FOR 2.82 KM (1.75 MI) TO
 AB3821'BARTLETT AVENUE, TURN LEFT, NORTH, GO.  0.16 KM, (0.10 MI) BEARING
 AB3821'RIGHT, NORTHEAST, TO MAHER AVENUE, NORTH, 1.02 KM (0.65 MI) TO THE
 AB3821'TERMINAL SIGN ON THE RIGHT,GO EAST TO THE LAREDO TRANSPORTATION AND
 AB3821'AIRPORT DEPARTMENTS, BUILDING, ON THE RIGHT AND OFFICE ON 2ND FLOOR
 AB3821'FOR CONTACT.  THE STATION IS 56.0 M (183.7 FT) SOUTHEAST OF THE
 AB3821'CENTERLINE OF TAXI F, 43.4 M (142.4 FT) EAST-SOUTHEAST OF THE 1ST TAXI
 AB3821'LIGHT WEST OF THE ROAD JUNCTION WITH THE TAXI, 39.4 M (129.3 FT) WEST
 AB3821'OF THE CENTER OF THE ROAD, 30.3 M (99.4 FT) EAST OF THE CENTER OF THE
 AB3821'ROAD, 29.4 M (96.5 FT) SOUTH OF THE SOUTH CONCRETE CORNER OF TAXI SIGN
 AB3821'F, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  BY DEB
 AB3821
 AB3821                          STATION RECOVERY (2005)
 AB3821
 AB3821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (TAH)
 AB3821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3823 ***********************************************************************
 AB3823  SACS        -  This is a Secondary Airport Control Station.
 AB3823  DESIGNATION -  LRD ARP
 AB3823  PID         -  AB3823
 AB3823  STATE/COUNTY-  TX/WEBB
 AB3823  USGS QUAD   -  LAREDO EAST (1980)
 AB3823
 AB3823                         *CURRENT SURVEY CONTROL
 AB3823  ___________________________________________________________________
 AB3823* NAD 83(1993)-  27 32 41.64508(N)    099 27 41.52059(W)     ADJUSTED  
 AB3823* NAVD 88     -       151.78   (meters)     498.0    (feet)  GPS OBS   
 AB3823  ___________________________________________________________________
 AB3823  X           -    -930,311.692 (meters)                     COMP
 AB3823  Y           -  -5,582,344.026 (meters)                     COMP
 AB3823  Z           -   2,931,941.886 (meters)                     COMP
 AB3823  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AB3823  ELLIP HEIGHT-         127.76  (meters)          (06/26/01) GPS OBS
 AB3823  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AB3823
 AB3823  HORZ ORDER  -  FIRST
 AB3823  ELLP ORDER  -  FIFTH     CLASS II
 AB3823
 AB3823.This mark is at Laredo Intl (LRD) Airport (LRD)
 AB3823
 AB3823.The horizontal coordinates were established by GPS observations
 AB3823.and adjusted by the National Geodetic Survey in February 1996..
 AB3823
 AB3823.The orthometric height was determined by GPS observations and a
 AB3823.high-resolution geoid model.
 AB3823
 AB3823.GPS derived orthometric heights for airport stations designated as
 AB3823.PACS or SACS are published to 2 decimal places.  This maintains
 AB3823.centimeter relative accuracy between the PACS and SACS.  It does
 AB3823.not indicate centimeter accuracy relative to other marks which are
 AB3823.part of the NAVD 88 network.
 AB3823
 AB3823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3823
 AB3823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3823
 AB3823.The ellipsoidal height was determined by GPS observations
 AB3823.and is referenced to NAD 83.
 AB3823
 AB3823.The geoid height was determined by GEOID03.
 AB3823
 AB3823;                    North         East     Units Scale Factor Converg.
 AB3823;SPC TX S     - 5,208,457.586   205,034.053   MT  0.99993967   -0 26 11.6
 AB3823;SPC TX S     -17,088,081.26    672,682.56   sFT  0.99993967   -0 26 11.6
 AB3823;UTM  14      - 3,046,875.307   454,431.360   MT  0.99962563   -0 12 48.4
 AB3823
 AB3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3823!SPC TX S     -   0.99997993  x   0.99993967  =   0.99991960
 AB3823!UTM  14      -   0.99997993  x   0.99962563  =   0.99960557
 AB3823
 AB3823:                Primary Azimuth Mark                     Grid Az
 AB3823:SPC TX S     -  LRD AP STA A                             359 53 43.3
 AB3823:UTM  14      -  LRD AP STA A                             359 40 20.1
 AB3823
 AB3823|---------------------------------------------------------------------|
 AB3823| PID    Reference Object                     Distance      Geod. Az  |
 AB3823|                                                           dddmmss.s |
 AB3823| AB2771 LRD AP STA A                        APPROX. 1.0 KM 3592731.7 |
 AB3823|---------------------------------------------------------------------|
 AB3823
 AB3823                          SUPERSEDED SURVEY CONTROL
 AB3823
 AB3823  ELLIP H (02/20/96)  127.87   (m)                       GP(       ) 5 2
 AB3823
 AB3823.Superseded values are not recommended for survey control.
 AB3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3823.See file dsdata.txt to determine how the superseded data were derived.
 AB3823
 AB3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5443146875(NAD 83)
 AB3823_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3823_SP_SET: DRILL HOLE IN CONC FOUNDATION
 AB3823_STAMPING: ARP 1966
 AB3823_MARK LOGO: CGS   
 AB3823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3823+STABILITY: SURFACE MOTION
 AB3823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3823+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AB3823
 AB3823  HISTORY     - Date     Condition        Report By
 AB3823  HISTORY     - 1966     MONUMENTED       CGS
 AB3823  HISTORY     - 19900615 GOOD             NGS
 AB3823  HISTORY     - 20050311 GOOD             NGS
 AB3823
 AB3823                          STATION DESCRIPTION
 AB3823
 AB3823'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AB3823'LOCATED AT THE LAREDO INTERNATIONAL AIRPORT, IN LAREDO, TX IN THE
 AB3823'MIDDLE OF THE AIRPORT BETWEEN THE PARRALLEL RUNWAYS.  THIS IS A
 AB3823'CONTROLLED AIRFIELD AND ACCESS MUST BE GAINED THROUGH AIRPORT
 AB3823'OPERATIONS.  CONTACT JOSE FLORES, APT.  MNGR.  AT P.O.  BOX 579,
 AB3823'LAREDO, TX 78041.  PHONE (210) 722-9826.  TO REACH THE STATION FROM
 AB3823'THE JUNCTION OF INTERSTATE HIGHWAY 35 AND U.S.  HIGHWAY 59 IN LARADO,
 AB3823'HEAD EAST ON HIGHWAY 59 FOR 1.75 MI (2.82 KM) TO BARTLETT AVENUE. TURN
 AB3823'LEFT HEADING NORTH FOR 0.1 MI (0.2 KM) THEN BEAR RIGHT, NORTHEAST, TO
 AB3823'MAHER AVENUE, NORTH, 0.90 MI (1.45 KM) TO A STOP SIGN AND THE
 AB3823'NORTHERNMOST GATE TO THE RIGHT.  PASS THROUGH GATE AND ACCROSS APRON
 AB3823'TO TAXIWAY A.  TURN LEFT HEADING NORTH FOR 0.2 MI (0.3 KM) TO RUNWAY
 AB3823'END 14.  TURN RIGHT HEADING SOUTHEAST ALONG RUNWAY 14 FOR 0.45 MI
 AB3823'(0.72 KM) TO A SERVICE ROAD BETWEEN THE PARRALLEL RUNWAYS.  TURN LEFT
 AB3823'ON THE SERVICE ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 AB3823'IT IS 281 FT (85.6 M) SOUTH OF A PAIR OF 10 FT (3.0 M) TALL PIPES WITH
 AB3823'OBSTRUCTION LIGHT, 149 FT (45.4 M) NORTHWEST OF THE CENTER OF A LARGE
 AB3823'CONCRETE STRUCTURE, AND 47 FT (14.3 M) WEST OF THE CENTER OF THE
 AB3823'SERVICE ROAD.  THE STATION IS SET IN A DRILL HOLE ON THE WEST SIDE OF
 AB3823'A CIRCULAR CONCRETE FOUNDATION AND IS FLUSH WITH THE GROUND.
 AB3823
 AB3823                          STATION RECOVERY (1990)
 AB3823
 AB3823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AB3823'THE STATION IS LOCATED NEAR MID-FIELD BETWEEN RWYS 17L-35R AND
 AB3823'17C-35C.  IT IS 42.4 FT (12.9 M) EAST OF THE EAST EDGE OF AN ASPHALT
 AB3823'ROAD, 131.7 FT (40.1 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AB3823'RECTANGULAR CONCRETE BASE CONTAINING TWO MANHOLE COVERS.  THE STATION
 AB3823'IS A STANDARD TOPO DISK SET IN THE WEST CONCRETE RIM OF AN OLD
 AB3823'WINDSOCK CIRCLE ON TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 AB3823'GROUND, STAMPED ARP 1966.
 AB3823
 AB3823                          STATION RECOVERY (2005)
 AB3823
 AB3823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (TAH)
 AB3823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7836 ***********************************************************************
 AJ7836  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7836  DESIGNATION -  LRD-RRP CORS ARP
 AJ7836  CORS_ID     -  LARD
 AJ7836  PID         -  AJ7836
 AJ7836  STATE/COUNTY-  TX/WEBB
 AJ7836  USGS QUAD   -  LAREDO EAST (1980)
 AJ7836
 AJ7836                         *CURRENT SURVEY CONTROL
 AJ7836  ___________________________________________________________________
 AJ7836* NAD 83(CORS)-  27 30 49.91345(N)    099 26 52.51007(W)     ADJUSTED  
 AJ7836* NAVD 88     -                                                        
 AJ7836  ___________________________________________________________________
 AJ7836  EPOCH DATE  -        2002.00
 AJ7836  X           -    -929,244.318 (meters)                     COMP
 AJ7836  Y           -  -5,584,121.757 (meters)                     COMP
 AJ7836  Z           -   2,928,886.073 (meters)                     COMP
 AJ7836  ELLIP HEIGHT-         114.90  (meters)          (03/??/02) GPS OBS
 AJ7836  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AJ7836
 AJ7836  HORZ ORDER  -  SPECIAL (CORS)
 AJ7836  ELLP ORDER  -  SPECIAL (CORS)
 AJ7836
 AJ7836.ITRF positions are available for this station.
 AJ7836.The coordinates were established by GPS observations
 AJ7836.and adjusted by the National Geodetic Survey in March 2002..
 AJ7836.The coordinates are valid at the epoch date displayed above.
 AJ7836.The epoch date for horizontal control is a decimal equivalence
 AJ7836.of Year/Month/Day.
 AJ7836
 AJ7836
 AJ7836.The PID for the CORS L1 Phase Center is AJ7837.
 AJ7836
 AJ7836.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7836
 AJ7836.The ellipsoidal height was determined by GPS observations
 AJ7836.and is referenced to NAD 83.
 AJ7836
 AJ7836.The geoid height was determined by GEOID03.
 AJ7836
 AJ7836;                    North         East     Units Scale Factor Converg.
 AJ7836;SPC TX S     - 5,205,008.506   206,352.788   MT  0.99993469   -0 25 49.3
 AJ7836;SPC TX S     -17,076,765.41    677,009.11   sFT  0.99993469   -0 25 49.3
 AJ7836
 AJ7836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7836!SPC TX S     -   0.99998195  x   0.99993469  =   0.99991664
 AJ7836
 AJ7836                          SUPERSEDED SURVEY CONTROL
 AJ7836
 AJ7836  NAD 83(CORS)-  27 30 49.91344(N)    099 26 52.51007(W) AD(1997.00) c
 AJ7836  ELLIP H (02/??/02)  114.90   (m)                       GP(1997.00) c c
 AJ7836
 AJ7836.Superseded values are not recommended for survey control.
 AJ7836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7836.See file dsdata.txt to determine how the superseded data were derived.
 AJ7836
 AJ7836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5576343432(NAD 83)
 AJ7836_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7836
 AJ7836                          STATION DESCRIPTION
 AJ7836
 AJ7836'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ7836'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7836'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7836'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7836'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7836'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2554 ***********************************************************************
 AW2554  DESIGNATION -  LRH 21
 AW2554  PID         -  AW2554
 AW2554  STATE/COUNTY-  TX/CHAMBERS
 AW2554  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW2554
 AW2554                         *CURRENT SURVEY CONTROL
 AW2554  ___________________________________________________________________
 AW2554* NAD 83(1986)-  29 40 56.     (N)    094 29 22.     (W)     SCALED    
 AW2554* NAVD 88     -         3.37   (+/-2cm)      11.1    (feet)  VERTCON   
 AW2554  ___________________________________________________________________
 AW2554  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW2554
 AW2554  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2554
 AW2554.The horizontal coordinates were scaled from a topographic map and have
 AW2554.an estimated accuracy of +/- 6 seconds.
 AW2554
 AW2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2554.The vertical order pertains to the NGVD 29 superseded value.
 AW2554
 AW2554.The geoid height was determined by GEOID03.
 AW2554
 AW2554;                    North         East    Units  Estimated Accuracy
 AW2554;SPC TXSC     - 4,213,320.    1,036,430.      MT  (+/- 180 meters Scaled)
 AW2554
 AW2554                          SUPERSEDED SURVEY CONTROL
 AW2554
 AW2554  NGVD 29 (??/??/92)    3.367  (m)           11.05   (f) ADJ UNCH    1 2
 AW2554
 AW2554.Superseded values are not recommended for survey control.
 AW2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2554.See file dsdata.txt to determine how the superseded data were derived.
 AW2554
 AW2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN558845(NAD 83)
 AW2554_MARKER: B = BOLT
 AW2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2554_STAMPING: L R H 21
 AW2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2554+STABILITY: SURFACE MOTION
 AW2554
 AW2554  HISTORY     - Date     Condition        Report By
 AW2554  HISTORY     - UNK      MONUMENTED       TVA
 AW2554  HISTORY     - 1959     GOOD             NGS
 AW2554  HISTORY     - 19961125 POOR             USPSQD
 AW2554  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2554  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW2554  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2554
 AW2554                          STATION DESCRIPTION
 AW2554
 AW2554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2554'13.6 MI SE FROM MONROE CITY.
 AW2554'ABOUT 5.45 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POST OFFICE AT
 AW2554'MONROE CITY, THENCE ABOUT 6.65 MILES SOUTH ALONG FARM ROAD 1941,
 AW2554'THENCE ABOUT 1.5 MILES SOUTH ALONG A SHELL ROAD, 87 FEET WEST OF THE
 AW2554'CENTER LINE OF THE ROAD, 118 FEET SOUTH OF THE SOUTH EDGE OF AN
 AW2554'IRRIGATION DITCH, 115 FEET NORTHWEST OF A POWER POLE, 39 FEET WEST OF
 AW2554'A FENCE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AW2554'PROJECTING 1 FOOT.
 AW2554
 AW2554                          STATION RECOVERY (1996)
 AW2554
 AW2554'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2554'MARK RECOVERED IN POOR CONDITION.
 AW2554
 AW2554                          STATION RECOVERY (2001)
 AW2554
 AW2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2554
 AW2554                          STATION RECOVERY (2004)
 AW2554
 AW2554'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2554'MARK NOT FOUND.
 AW2554
 AW2554                          STATION RECOVERY (2005)
 AW2554
 AW2554'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1412 ***********************************************************************
 AW1412  DESIGNATION -  LRH 22 TVA
 AW1412  PID         -  AW1412
 AW1412  STATE/COUNTY-  TX/CHAMBERS
 AW1412  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW1412
 AW1412                         *CURRENT SURVEY CONTROL
 AW1412  ___________________________________________________________________
 AW1412* NAD 83(1986)-  29 40 17.     (N)    094 29 19.     (W)     SCALED    
 AW1412* NAVD 88     -         2.61   (+/-2cm)       8.6    (feet)  VERTCON   
 AW1412  ___________________________________________________________________
 AW1412  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1412
 AW1412  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1412
 AW1412.The horizontal coordinates were scaled from a topographic map and have
 AW1412.an estimated accuracy of +/- 6 seconds.
 AW1412
 AW1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1412.The vertical order pertains to the NGVD 29 superseded value.
 AW1412
 AW1412.The geoid height was determined by GEOID03.
 AW1412
 AW1412;                    North         East    Units  Estimated Accuracy
 AW1412;SPC TXSC     - 4,212,130.    1,036,550.      MT  (+/- 180 meters Scaled)
 AW1412
 AW1412                          SUPERSEDED SURVEY CONTROL
 AW1412
 AW1412  NGVD 29 (??/??/92)    2.613  (m)            8.57   (f) ADJ UNCH    1 2
 AW1412
 AW1412.Superseded values are not recommended for survey control.
 AW1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1412.See file dsdata.txt to determine how the superseded data were derived.
 AW1412
 AW1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN559833(NAD 83)
 AW1412_MARKER: B = BOLT
 AW1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1412_STAMPING: L R H 22
 AW1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1412+STABILITY: SURFACE MOTION
 AW1412
 AW1412  HISTORY     - Date     Condition        Report By
 AW1412  HISTORY     - UNK      MONUMENTED       TVA
 AW1412  HISTORY     - 1958     GOOD             NGS
 AW1412  HISTORY     - 1971     GOOD             NGS
 AW1412  HISTORY     - 1978     GOOD             NGS
 AW1412  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW1412  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1412  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1412  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW1412
 AW1412                          STATION DESCRIPTION
 AW1412
 AW1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1412'15.15 MI SW FROM STOWELL.
 AW1412'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE AT
 AW1412'STOWELL, THENCE ABOUT 6.95 MILES WEST ALONG FARM ROAD 1985, AT THE
 AW1412'NORTHEAST CORNER OF A WOODEN FENCE AROUND A FARMHOUSE, 103 1/2 FEET
 AW1412'SOUTH OF THE ROAD, 54 1/2 FEET SOUTH OF POWER POLE 850, 47 FEET EAST
 AW1412'OF THE EXTENDED CENTER LINE OF A SHELL ROAD LEADING NORTH, IN LINE
 AW1412'WITH A ROW OF POLES, 1 1/2 FEET NORTHEAST OF A FENCE CORNER, ABOUT
 AW1412'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 10
 AW1412'INCHES.
 AW1412
 AW1412                          STATION RECOVERY (1971)
 AW1412
 AW1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1412'RECOVERED IN GOOD CONDITION.
 AW1412
 AW1412                          STATION RECOVERY (1978)
 AW1412
 AW1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1412'RECOVERED IN GOOD CONDITION.
 AW1412
 AW1412                          STATION RECOVERY (1996)
 AW1412
 AW1412'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1412'MARK NOT FOUND.
 AW1412
 AW1412                          STATION RECOVERY (2001)
 AW1412
 AW1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1412'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1412
 AW1412                          STATION RECOVERY (2004)
 AW1412
 AW1412'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1412'MARK NOT FOUND.
 AW1412
 AW1412                          STATION RECOVERY (2005)
 AW1412
 AW1412'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2936 ***********************************************************************
 AW2936  DESIGNATION -  LRH 4
 AW2936  PID         -  AW2936
 AW2936  STATE/COUNTY-  TX/CHAMBERS
 AW2936  USGS QUAD   -  COVE (1993)
 AW2936
 AW2936                         *CURRENT SURVEY CONTROL
 AW2936  ___________________________________________________________________
 AW2936* NAD 83(1986)-  29 45 29.     (N)    094 51 20.     (W)     SCALED    
 AW2936* NAVD 88     -         9.95   (+/-2cm)      32.6    (feet)  VERTCON   
 AW2936  ___________________________________________________________________
 AW2936  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW2936
 AW2936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2936
 AW2936.The horizontal coordinates were scaled from a topographic map and have
 AW2936.an estimated accuracy of +/- 6 seconds.
 AW2936
 AW2936.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2936.The vertical order pertains to the NGVD 29 superseded value.
 AW2936
 AW2936.The geoid height was determined by GEOID03.
 AW2936
 AW2936;                    North         East    Units  Estimated Accuracy
 AW2936;SPC TXSC     - 4,220,410.    1,000,720.      MT  (+/- 180 meters Scaled)
 AW2936
 AW2936                          SUPERSEDED SURVEY CONTROL
 AW2936
 AW2936  NGVD 29 (??/??/92)    9.95   (m)           32.6    (f) COMPUTED    2 0
 AW2936
 AW2936.Superseded values are not recommended for survey control.
 AW2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2936.See file dsdata.txt to determine how the superseded data were derived.
 AW2936
 AW2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN205934(NAD 83)
 AW2936_MARKER: B = BOLT
 AW2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2936_STAMPING: L R H 4
 AW2936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2936+STABILITY: SURFACE MOTION
 AW2936
 AW2936  HISTORY     - Date     Condition        Report By
 AW2936  HISTORY     - UNK      MONUMENTED       TVA
 AW2936  HISTORY     - 1954     GOOD             NGS
 AW2936  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2936  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2936  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2936  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2936  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2936  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW2936
 AW2936                          STATION DESCRIPTION
 AW2936
 AW2936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2936'7.2 MI SW FROM COVE.
 AW2936'5.0 MILES SOUTHWEST ALONG AN OILED ROAD FROM THE J.W. WILKINSON HOME
 AW2936'AT COVE, THENCE 2.2 MILES SOUTH ALONG A SHELL ROAD, 46 FEET NORTH OF
 AW2936'THE CENTER LINE OF A PRIVATE SHELL ROAD LEADING WEST, 80 FEET WEST OF
 AW2936'A POWER POLE, 41 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 AW2936'SHELL ROAD, 1.5 FEET EAST OF A FENCE, 1.3 FEET NORTH OF A WITNESS
 AW2936'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AW2936'THE GROUND.
 AW2936
 AW2936                          STATION RECOVERY (1964)
 AW2936
 AW2936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2936'MARK NOT FOUND.
 AW2936
 AW2936                          STATION RECOVERY (1990)
 AW2936
 AW2936'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2936'MARK NOT FOUND.
 AW2936
 AW2936                          STATION RECOVERY (1997)
 AW2936
 AW2936'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2936'MARK NOT FOUND.
 AW2936
 AW2936                          STATION RECOVERY (2001)
 AW2936
 AW2936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2936'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2936
 AW2936                          STATION RECOVERY (2004)
 AW2936
 AW2936'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2936'MARK NOT FOUND.
 AW2936
 AW2936                          STATION RECOVERY (2005)
 AW2936
 AW2936'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9161 ***********************************************************************
 AC9161  DESIGNATION -  LUBB A
 AC9161  PID         -  AC9161
 AC9161  STATE/COUNTY-  TX/LUBBOCK
 AC9161  USGS QUAD   -  LUBBOCK EAST (1975)
 AC9161
 AC9161                         *CURRENT SURVEY CONTROL
 AC9161  ___________________________________________________________________
 AC9161* NAD 83(1993)-  33 32 08.22605(N)    101 50 23.82038(W)     ADJUSTED  
 AC9161* NAVD 88     -       974.765  (meters)    3198.04   (feet)  ADJUSTED  
 AC9161  ___________________________________________________________________
 AC9161  X           -  -1,092,099.632 (meters)                     COMP
 AC9161  Y           -  -5,209,437.586 (meters)                     COMP
 AC9161  Z           -   3,504,152.739 (meters)                     COMP
 AC9161  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AC9161  ELLIP HEIGHT-         949.96  (meters)          (10/23/00) GPS OBS
 AC9161  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AC9161  DYNAMIC HT  -         973.505 (meters)    3193.91  (feet)  COMP
 AC9161  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 AC9161
 AC9161  HORZ ORDER  -  B
 AC9161  VERT ORDER  -  FIRST     CLASS II
 AC9161  ELLP ORDER  -  FOURTH    CLASS II
 AC9161
 AC9161.This is a reference station for the LUBBOCK RRP
 AC9161.National Continuously Operating Reference Station (LUBB).
 AC9161
 AC9161.The horizontal coordinates were established by GPS observations
 AC9161.and adjusted by the National Geodetic Survey in December 1997..
 AC9161
 AC9161.The orthometric height was determined by differential leveling
 AC9161.and adjusted by the National Geodetic Survey in July 2002..
 AC9161
 AC9161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9161
 AC9161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9161
 AC9161.The ellipsoidal height was determined by GPS observations
 AC9161.and is referenced to NAD 83.
 AC9161
 AC9161.The geoid height was determined by GEOID03.
 AC9161
 AC9161.The dynamic height is computed by dividing the NAVD 88
 AC9161.geopotential number by the normal gravity value computed on the
 AC9161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9161.degrees latitude (g = 980.6199 gals.).
 AC9161
 AC9161.The modeled gravity was interpolated from observed gravity values.
 AC9161
 AC9161;                    North         East     Units Scale Factor Converg.
 AC9161;SPC TXNC     - 2,212,181.647   289,851.241   MT  0.99990820   -1 49 17.7
 AC9161;SPC TXNC     - 7,257,799.29    950,953.61   sFT  0.99990820   -1 49 17.7
 AC9161;UTM  14      - 3,714,280.801   236,275.858   MT  1.00045754   -1 34 11.5
 AC9161
 AC9161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9161!SPC TXNC     -   0.99985089  x   0.99990820  =   0.99975910
 AC9161!UTM  14      -   0.99985089  x   1.00045754  =   1.00030836
 AC9161
 AC9161                          SUPERSEDED SURVEY CONTROL
 AC9161
 AC9161  ELLIP H (12/16/97)  949.98   (m)                       GP(       ) 2 1
 AC9161  NAVD 88 (12/16/97)  974.76   (m)         3198.0    (f) LEVELING    3  
 AC9161
 AC9161.Superseded values are not recommended for survey control.
 AC9161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9161.See file dsdata.txt to determine how the superseded data were derived.
 AC9161
 AC9161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3627614281(NAD 83)
 AC9161_MARKER: I = METAL ROD
 AC9161_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9161_STAMPING: LUBB A 1996
 AC9161_MARK LOGO: NGS   
 AC9161_PROJECTION: FLUSH
 AC9161_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC9161+STABILITY: POSITION/ELEVATION WELL
 AC9161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9161+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1997
 AC9161_ROD/PIPE-DEPTH: 8.4  meters
 AC9161_SLEEVE-DEPTH  : 0.9 meters
 AC9161
 AC9161  HISTORY     - Date     Condition        Report By
 AC9161  HISTORY     - 1996     MONUMENTED       NGS
 AC9161  HISTORY     - 19970225 GOOD             NGS
 AC9161
 AC9161                          STATION DESCRIPTION
 AC9161
 AC9161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC9161'0.5 KM (0.30 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84 FROM THE
 AC9161'JUNCTION OF INTERSTATE HIGHWAY 27 IN LUBBOCK, 63.5 M (208.3 FT)
 AC9161'NORTHEAST OF THE EAST CORNER OF THE 1ST BUILDING EAST OF THE TEXAS
 AC9161'HIGHWAY DEPARTMENT HEADQUARTERS, 28.5 M (93.5 FT) WEST OF THE CENTER
 AC9161'OF THE Y-JUNCTION OF A PARKING LOT EXIT ROAD AND A HIGHWAY ACCESS
 AC9161'ROAD, 20.7 M (67.9 FT) EAST OF THE CENTER OF THE EASTBOUND LANES OF
 AC9161'THE HIGHWAY, 20.7 M (67.9 FT) EAST OF THE SOUTH END OF A BRICK WALL,
 AC9161'13.2 M (43.3 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING TO A
 AC9161'PARKING LOT, 13.1 M (43.0 FT) SOUTHWEST OF THE CENTER OF THE ACCESS
 AC9161'ROAD, 1.1 M (3.6 FT) NORTH OF THE NORTH CORNER OF THE NORTHEAST END OF
 AC9161'A SIDEWALK, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC9161'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC9161'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC9161
 AC9161                          STATION RECOVERY (1997)
 AC9161
 AC9161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC9161'0.5 KM (0.30 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84 FROM THE
 AC9161'JUNCTION OF INTERSTATE HIGHWAY 27 IN LUBBOCK, 63.5 M (208.3 FT)
 AC9161'NORTHEAST OF THE EAST CORNER OF THE 1ST BUILDING EAST OF THE TEXAS
 AC9161'HIGHWAY DEPARTMENT HEADQUARTERS, 28.5 M (93.5 FT) WEST OF THE CENTER
 AC9161'OF THE Y-JUNCTION OF A PARKING LOT EXIT ROAD AND A HIGHWAY ACCESS
 AC9161'ROAD, 20.7 M (67.9 FT) EAST OF THE CENTER OF THE EASTBOUND LANES OF
 AC9161'THE HIGHWAY, 20.7 M (67.9 FT) EAST OF THE SOUTH END OF A BRICK WALL,
 AC9161'13.2 M (43.3 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING TO A
 AC9161'PARKING LOT, 13.1 M (43.0 FT) SOUTHWEST OF THE CENTER OF THE ACCESS
 AC9161'ROAD, 1.1 M (3.6 FT) NORTH OF THE NORTH CORNER OF THE NORTHEAST END OF
 AC9161'A SIDEWALK, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC9161'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC9161'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9160 ***********************************************************************
 AC9160  DESIGNATION -  LUBB B
 AC9160  PID         -  AC9160
 AC9160  STATE/COUNTY-  TX/LUBBOCK
 AC9160  USGS QUAD   -  LUBBOCK EAST (1975)
 AC9160
 AC9160                         *CURRENT SURVEY CONTROL
 AC9160  ___________________________________________________________________
 AC9160* NAD 83(1993)-  33 31 54.77804(N)    101 50 36.14053(W)     ADJUSTED  
 AC9160* NAVD 88     -       974.701  (meters)    3197.83   (feet)  ADJUSTED  
 AC9160  ___________________________________________________________________
 AC9160  X           -  -1,092,457.762 (meters)                     COMP
 AC9160  Y           -  -5,209,596.351 (meters)                     COMP
 AC9160  Z           -   3,503,807.294 (meters)                     COMP
 AC9160  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AC9160  ELLIP HEIGHT-         949.91  (meters)          (10/23/00) GPS OBS
 AC9160  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AC9160  DYNAMIC HT  -         973.440 (meters)    3193.69  (feet)  COMP
 AC9160  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 AC9160
 AC9160  HORZ ORDER  -  B
 AC9160  VERT ORDER  -  FIRST     CLASS II
 AC9160  ELLP ORDER  -  FOURTH    CLASS II
 AC9160
 AC9160.This is a reference station for the LUBBOCK RRP
 AC9160.National Continuously Operating Reference Station (LUBB).
 AC9160
 AC9160.The horizontal coordinates were established by GPS observations
 AC9160.and adjusted by the National Geodetic Survey in December 1997..
 AC9160
 AC9160.The orthometric height was determined by differential leveling
 AC9160.and adjusted by the National Geodetic Survey in July 2002..
 AC9160
 AC9160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9160
 AC9160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9160
 AC9160.The ellipsoidal height was determined by GPS observations
 AC9160.and is referenced to NAD 83.
 AC9160
 AC9160.The geoid height was determined by GEOID03.
 AC9160
 AC9160.The dynamic height is computed by dividing the NAVD 88
 AC9160.geopotential number by the normal gravity value computed on the
 AC9160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9160.degrees latitude (g = 980.6199 gals.).
 AC9160
 AC9160.The modeled gravity was interpolated from observed gravity values.
 AC9160
 AC9160;                    North         East     Units Scale Factor Converg.
 AC9160;SPC TXNC     - 2,211,777.678   289,520.373   MT  0.99990765   -1 49 24.4
 AC9160;SPC TXNC     - 7,256,473.93    949,868.09   sFT  0.99990765   -1 49 24.4
 AC9160;UTM  14      - 3,713,875.159   235,946.588   MT  1.00045969   -1 34 17.7
 AC9160
 AC9160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9160!SPC TXNC     -   0.99985089  x   0.99990765  =   0.99975856
 AC9160!UTM  14      -   0.99985089  x   1.00045969  =   1.00031052
 AC9160
 AC9160                          SUPERSEDED SURVEY CONTROL
 AC9160
 AC9160  ELLIP H (12/16/97)  949.93   (m)                       GP(       ) 2 1
 AC9160  NAVD 88 (12/16/97)  974.70   (m)         3197.8    (f) LEVELING    3  
 AC9160
 AC9160.Superseded values are not recommended for survey control.
 AC9160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9160.See file dsdata.txt to determine how the superseded data were derived.
 AC9160
 AC9160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3594713875(NAD 83)
 AC9160_MARKER: I = METAL ROD
 AC9160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9160_STAMPING: LUBB B 1996
 AC9160_MARK LOGO: NGS   
 AC9160_PROJECTION: FLUSH
 AC9160_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC9160+STABILITY: POSITION/ELEVATION WELL
 AC9160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9160+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2004
 AC9160_ROD/PIPE-DEPTH: 8.0  meters
 AC9160_SLEEVE-DEPTH  : 0.9 meters
 AC9160
 AC9160  HISTORY     - Date     Condition        Report By
 AC9160  HISTORY     - 1996     MONUMENTED       NGS
 AC9160  HISTORY     - 19970225 GOOD             NGS
 AC9160  HISTORY     - 19990414 GOOD             TXDOT
 AC9160  HISTORY     - 20040409 GOOD             INDIV
 AC9160
 AC9160                          STATION DESCRIPTION
 AC9160
 AC9160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC9160'IN LUBBOCK, AT THE INTERSECTION OF 66TH STREET, LOOP 289, AND
 AC9160'INTERSTATE HIGHWAY 27, IN A GRASSY AREA BETWEEN THE INTERSTATE HIGHWAY
 AC9160'NORTHBOUND OFF RAMP AND LOOP 289 NORTHBOUND OFF RAMP, 350.0 M (1148.3
 AC9160'FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF LOOP 289, 285.0 M
 AC9160'(935.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE HIGHWAY DEPARTMENT
 AC9160'WAREHOUSE, 275.0 M (902.2 FT) SOUTH OF THE STREET CENTER, 70.0 M
 AC9160'(229.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC9160'INTERSTATE HIGHWAY 27, 20.2 M (66.3 FT) M SOUTH OF THE SOUTH EDGE OF A
 AC9160'POINT WHERE THE TWO OFF RAMPS JOIN, 19.0 M (62.3 FT) SOUTH OF A
 AC9160'HIGHWAY INFORMATION SIGN, 3.5 M (11.5 FT) EAST OF THE EAST EDGE OF THE
 AC9160'I-27 OFF RAMP, 3.5 M (11.5 FT) WEST OF THE WEST EDGE OF THE LOOP 289
 AC9160'OFF RAMP, 2.9 M (9.5 FT) WEST OF A WITNESS POST, 2.9 M (9.5 FT) EAST
 AC9160'OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RAMP.
 AC9160'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AC9160'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC9160
 AC9160                          STATION RECOVERY (1997)
 AC9160
 AC9160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC9160'IN LUBBOCK, AT THE INTERSECTION OF 66TH STREET, LOOP 289, AND
 AC9160'INTERSTATE HIGHWAY 27, IN A GRASSY AREA BETWEEN THE INTERSTATE HIGHWAY
 AC9160'NORTHBOUND OFF RAMP AND LOOP 289 NORTHBOUND OFF RAMP, 350.0 M (1148.3
 AC9160'FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF LOOP 289, 285.0 M
 AC9160'(935.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE HIGHWAY DEPARTMENT
 AC9160'WAREHOUSE, 275.0 M (902.2 FT) SOUTH OF THE STREET CENTER, 70.0 M
 AC9160'(229.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC9160'INTERSTATE HIGHWAY 27, 20.2 M (66.3 FT) SOUTH OF THE SOUTH EDGE OF A
 AC9160'POINT WHERE THE TWO OFF RAMPS JOIN, 19.0 M (62.3 FT) SOUTH OF A
 AC9160'HIGHWAY INFORMATION SIGN, 3.5 M (11.5 FT) EAST OF THE EAST EDGE OF THE
 AC9160'I-27 OFF RAMP, 3.5 M (11.5 FT) WEST OF THE WEST EDGE OF THE LOOP 289
 AC9160'OFF RAMP, 2.9 M (9.5 FT) WEST OF A WITNESS POST, 2.9 M (9.5 FT) EAST
 AC9160'OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RAMP.
 AC9160'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AC9160'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC9160
 AC9160                          STATION RECOVERY (1999)
 AC9160
 AC9160'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AC9160'RECOVERED AS DESCRIBED.
 AC9160
 AC9160                          STATION RECOVERY (2004)
 AC9160
 AC9160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RAC)
 AC9160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0363 ***********************************************************************
 DP0363  DESIGNATION -  LUBBOCK
 DP0363  PID         -  DP0363
 DP0363  STATE/COUNTY-  TX/LUBBOCK
 DP0363  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0363
 DP0363                         *CURRENT SURVEY CONTROL
 DP0363  ___________________________________________________________________
 DP0363* NAD 83(1986)-  33 35 12.     (N)    101 50 44.     (W)     SCALED    
 DP0363* NAVD 88     -       974.395  (meters)    3196.83   (feet)  ADJUSTED  
 DP0363  ___________________________________________________________________
 DP0363  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DP0363  DYNAMIC HT  -         973.134 (meters)    3192.69  (feet)  COMP
 DP0363  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 DP0363
 DP0363  VERT ORDER  -  FIRST     CLASS II
 DP0363
 DP0363.The horizontal coordinates were scaled from a topographic map and have
 DP0363.an estimated accuracy of +/- 6 seconds.
 DP0363
 DP0363.The orthometric height was determined by differential leveling
 DP0363.and adjusted by the National Geodetic Survey in June 1991..
 DP0363
 DP0363.The geoid height was determined by GEOID03.
 DP0363
 DP0363.The dynamic height is computed by dividing the NAVD 88
 DP0363.geopotential number by the normal gravity value computed on the
 DP0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0363.degrees latitude (g = 980.6199 gals.).
 DP0363
 DP0363.The modeled gravity was interpolated from observed gravity values.
 DP0363
 DP0363;                    North         East    Units  Estimated Accuracy
 DP0363;SPC TXNC     - 2,217,860.      289,510.      MT  (+/- 180 meters Scaled)
 DP0363
 DP0363                          SUPERSEDED SURVEY CONTROL
 DP0363
 DP0363  NGVD 29 (??/??/92)  974.026  (m)         3195.62   (f) ADJ UNCH    1 2
 DP0363
 DP0363.Superseded values are not recommended for survey control.
 DP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0363.See file dsdata.txt to determine how the superseded data were derived.
 DP0363
 DP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC359199(NAD 83)
 DP0363_MARKER: DB = BENCH MARK DISK
 DP0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0363_STAMPING: 3195.617 LUBBOCK 1933
 DP0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0363+STABILITY: SURFACE MOTION
 DP0363
 DP0363  HISTORY     - Date     Condition        Report By
 DP0363  HISTORY     - 1933     MONUMENTED       CGS
 DP0363  HISTORY     - 1963     MARK NOT FOUND   NGS
 DP0363
 DP0363                          STATION DESCRIPTION
 DP0363
 DP0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0363'IN LUBBOCK.
 DP0363'AT THE CORNER OF TEXAS AVENUE AND TENTH STREET, AT THE CITY HALL, ON
 DP0363'THE LAWN, 17 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING, AND 14
 DP0363'FEET WEST OF THE EDGE OF THE TEXAS AVENUE SIDEWALK.  A STANDARD DISK,
 DP0363'STAMPED 3195.617 LUBBOCK 1933 AND SET IN THE TOP OF A CONCRETE POST
 DP0363'PROJCETING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0673 ***********************************************************************
 DP0673  DESIGNATION -  LUBBOCK MAGNETIC STATION
 DP0673  PID         -  DP0673
 DP0673  STATE/COUNTY-  TX/LUBBOCK
 DP0673  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0673
 DP0673                         *CURRENT SURVEY CONTROL
 DP0673  ___________________________________________________________________
 DP0673* NAD 83(1993)-  33 35 05.56591(N)    101 49 54.14539(W)     ADJUSTED  
 DP0673* NAVD 88     -       973.     (meters)    3192.     (feet)  SCALED    
 DP0673  ___________________________________________________________________
 DP0673  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 DP0673  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 DP0673
 DP0673  HORZ ORDER  -  SECOND
 DP0673
 DP0673.The horizontal coordinates were established by classical geodetic methods
 DP0673.and adjusted by the National Geodetic Survey in February 1996..
 DP0673
 DP0673.The orthometric height was scaled from a topographic map.
 DP0673
 DP0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0673
 DP0673.The geoid height was determined by GEOID03.
 DP0673
 DP0673;                    North         East     Units Scale Factor Converg.
 DP0673;SPC TXNC     - 2,217,617.878   290,789.671   MT  0.99991581   -1 49 01.5
 DP0673;SPC TXNC     - 7,275,634.65    954,032.45   sFT  0.99991581   -1 49 01.5
 DP0673;UTM  14      - 3,719,724.040   237,190.984   MT  1.00045159   -1 34 02.3
 DP0673
 DP0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0673!SPC TXNC     -   0.99985113  x   0.99991581  =   0.99976695
 DP0673!UTM  14      -   0.99985113  x   1.00045159  =   1.00030265
 DP0673
 DP0673:                Primary Azimuth Mark                     Grid Az
 DP0673:SPC TXNC     -  LUBBOCK MAG STATION AZ MK                089 35 11.9
 DP0673:UTM  14      -  LUBBOCK MAG STATION AZ MK                089 20 12.7
 DP0673
 DP0673|---------------------------------------------------------------------|
 DP0673| PID    Reference Object                     Distance      Geod. Az  |
 DP0673|                                                           dddmmss.s |
 DP0673| CJ7775 LUBBOCK MAG STATION AZ MK                          0874610.4 |
 DP0673| CJ7776 LUBBOCK MAG STATION RM 1             28.536 METERS 12424     |
 DP0673| CJ7777 LUBBOCK MAG STATION RM 2             28.753 METERS 23513     |
 DP0673| DP0678 MCCAULEY                            APPROX. 7.0 KM 3214030.6 |
 DP0673|---------------------------------------------------------------------|
 DP0673
 DP0673                          SUPERSEDED SURVEY CONTROL
 DP0673
 DP0673  NAD 83(1986)-  33 35 05.57301(N)    101 49 54.13746(W) AD(       ) 2
 DP0673  NAD 27      -  33 35 05.27000(N)    101 49 52.53200(W) AD(       ) 2
 DP0673
 DP0673.Superseded values are not recommended for survey control.
 DP0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0673.See file dsdata.txt to determine how the superseded data were derived.
 DP0673
 DP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3719119724(NAD 83)
 DP0673_MARKER: DS = TRIANGULATION STATION DISK
 DP0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0673_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0673+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DP0673
 DP0673  HISTORY     - Date     Condition        Report By
 DP0673  HISTORY     - 1935     MONUMENTED       CGS
 DP0673  HISTORY     - 1938     GOOD             TXHD
 DP0673  HISTORY     - 1948     GOOD             LOCSUR
 DP0673  HISTORY     - 1962     GOOD             CGS
 DP0673  HISTORY     - 1975     GOOD             NGS
 DP0673  HISTORY     - 1978     GOOD             DMA
 DP0673  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0673  HISTORY     - 1986     GOOD
 DP0673
 DP0673                          STATION DESCRIPTION
 DP0673
 DP0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0673'STATION FOUND IN GOOD CONDITION.  TWO REFERENCE MARKS AND AN
 DP0673'AZIMUTH MARK WERE SET.  STATION IS LOCATED ON PROPERTY OWNED BY
 DP0673'LUBBOCK COMPANY, KNOWN AS SHANNON PARK ON THE E EDGE OF LUBBOCK.
 DP0673'
 DP0673'STATION MARK IS A STANDARD BRONZE DISK SET IN TOP OF CONCRETE
 DP0673'POST, PROJECTING 7 INCHES, LOCATED 55.5 FEET N OF E-W STONE WALL,
 DP0673'95 FEET NE OF E GATE POST.  NO DATE IS STAMPED ON DISK.
 DP0673'
 DP0673'REFERENCE MARKS AND AZIMUTH MARK ARE STANDARD BRONZE DISKS SET
 DP0673'IN A CONCRETE CYLINDER.
 DP0673'
 DP0673'REFERENCE MARK NO. 1 (1935) IS 28.536 METERS (93.62 FEET) SE
 DP0673'OF STATION IN E-W STONE WALL, 55 FEET N OF CENTER LINE OF U.S.
 DP0673'HIGHWAY 62.
 DP0673'
 DP0673'REFERENCE MARK NO. 2 (1935) IS 28.753 METERS (94.33 FEET) SW
 DP0673'OF STATION SET AT CORNER POST IN E-W STONE WALL 60 FEET N OF
 DP0673'CENTER LINE OF HIGHWAY 62.
 DP0673'
 DP0673'AZIMUTH MARK (1935) IS 0.6 MILE E OF STATION, 20 FEET W OF
 DP0673'CENTER LINE OF ROAD LEADING TO MARK.  REACHED FROM STATION BY
 DP0673'GOING 0.6 MILE E ON U.S. HIGHWAY 62 TO T-ROAD ON N SIDE.  GO N
 DP0673'FOR 0.05 MILE TO AZIMUTH AT SIGN MARKED DIP.
 DP0673'
 DP0673'STATION IS REACHED FROM THE COURTHOUSE IN LUBBOCK BY GOING E
 DP0673'ON U.S. HIGHWAY 62 FOR 0.7 MILE, THENCE TURN LEFT (N) INTO
 DP0673'DRIVEWAY INTO SHANNON PARK AND STATION ON RIGHT.
 DP0673
 DP0673                          STATION RECOVERY (1938)
 DP0673
 DP0673'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0673'DESCRIPTION AS GIVEN BY C.I.A. IN REACHING STATION IS SATISFACTORY.
 DP0673'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DP0673'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0673
 DP0673                          STATION RECOVERY (1948)
 DP0673
 DP0673'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (REM)
 DP0673'LETTER OF MR. R.E. MILLER, STATE LAND SURVEYOR, LUBBOCK, TEX.,
 DP0673'DATED 1/26/48--
 DP0673'
 DP0673'R.M.S 1 AND 2 WERE MOVED DUE TO WIDENING OF RIGHT-OF-WAY E OF
 DP0673'LUBBOCK.
 DP0673'
 DP0673'A NEW REFERENCE MARK WAS SET 48.31 FEET CLOSER TO STATION, ON
 DP0673'LINE WITH OLD R.M. 2 AND STATION MARK, AND IT IS NOW 46.07 FEET
 DP0673'SW OF STATION.  IT IS A BRASS CAP INSIDE OF TOP OF 4-1/2-INCH
 DP0673'WELL CASING SET IN CONCRETE 6 INCHES ABOVE GROUND.
 DP0673'
 DP0673'ANOTHER NEW REFERENCE MARK WAS SET 43.55 FEET CLOSER TO STATION,
 DP0673'ON LINE WITH OLD R.M. 2 AND STATION MARK, AND IT IS NOW 46.07
 DP0673'FEET SW OF STATION.  IT IS A BRASS CAP INSIDE OF TOP OF 4-1/2-INCH
 DP0673'WELL CASING SET IN CONCRETE 6 INCHES ABOVE GROUND.
 DP0673'
 DP0673'ANOTHER NEW REFERENCE MARK WAS SET 43.55 FEET CLOSER TO STATION,
 DP0673'ON LINE WITH OLD R.M. 1 AND STATION MARK, AND IT IS NOW 50.10
 DP0673'FEET SE OF STATION.  IT IS A BRASS CAP INSIDE OF TOP OF 3-1/2-INCH
 DP0673'WELL CASING SET IN CONCRETE 6 INCHES ABOVE GROUND.
 DP0673'
 DP0673'NEW REFERENCE MARKS ARE ON N BOUNDARY LINE OF HIGHWAY 82.
 DP0673'
 DP0673'STATION MARK IS IN EXCELLENT CONDITION AND DESCRIPTION IS ADEQUATE.
 DP0673'
 DP0673'A HOUSE HAS BEEN BUILT ALMOST OVER THE AZIMUTH MARK.  A CAGE WAS
 DP0673'BUILT AROUND THE AZIMUTH MARK AND BY USING A 20-FOOT FLAT IT CAN
 DP0673'BEE SEEN FROM LUBBOCK MAGNETIC STATION.
 DP0673'
 DP0673'BEARING BETWEEN LUBBOCK MAGNETIC STATION AND COMPRESS W.T.
 DP0673'(S.E. LUBBOCK MUNI. W.T.) IS S 19 DEG 42 MIN W, DISTANT 1936.7
 DP0673'FEET.
 DP0673'
 DP0673'R.M.S MAG. LUBBOCK NO. 1 1935 AND MAG. LUBBOCK NO. 2 1935
 DP0673'RETURNED TO THIS OFFICE 2/12/48.
 DP0673
 DP0673                          STATION RECOVERY (1962)
 DP0673
 DP0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 DP0673'REFERENCE MARK NO. 3 WAS RECOVERED.  R.M.S 1 AND 2 WERE NOT
 DP0673'FOUND NOR THE STATION MARK.
 DP0673'
 DP0673'STATION PREVIOUSLY RECOVERED 1948, BUT DID NOT HAVE 1948 RECOVERY
 DP0673'NOTE AND WAS NOT ABLE TO RECOVER STATION FROM R.M. NO. 3, 1948.
 DP0673
 DP0673                          STATION RECOVERY (1975)
 DP0673
 DP0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 DP0673'THE STATION AND REFERENCE MARK NO. 3 WERE FOUND AS DESCRIBED IN
 DP0673'GOOD CONDITION.
 DP0673'
 DP0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON THE EAST
 DP0673'EDGE OF LUBBOCK
 DP0673
 DP0673                          STATION RECOVERY (1978)
 DP0673
 DP0673'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (B)
 DP0673'LUBBOCK MAGNETIC RECOVERED GOOD.
 DP0673'
 DP0673'LUBBOCK MAGNETIC 3 1947 RECOVERED GOOD.
 DP0673'
 DP0673'STATION LOCATED AT MACKENZIE PARK IN LUBBOCK, 407 E. BROADWAY,
 DP0673'ABOUT 0.05 MILE EAST OF FAIR SIGN.  8.1 M. NE OF A 0.8 M ELM, 15M.
 DP0673'NW OF POWER POLE WITH TRANS., 10.7 M. WEST OF GUIDE POLE FOR POWER
 DP0673'POLE, STATION IS ABOUT 3 CM. BELOW GROUND LEVEL.
 DP0673'
 DP0673'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LUBBOCK.
 DP0673
 DP0673                          STATION RECOVERY (1982)
 DP0673
 DP0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DP0673'THE STATION, REFERENCE MARK NO 1, NO 2, AND THE AZIMUTH MARK WERE NOT
 DP0673'RECOVERED.  REFERENCE MARK NO 3 WAS RECOVERED IN GOOD CONDITION AS
 DP0673'DESCRIBED IN 1961.
 DP0673
 DP0673                          STATION RECOVERY (1986)
 DP0673
 DP0673'RECOVERED 1986
 DP0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0675 ***********************************************************************
 DP0675  DESIGNATION -  LUBBOCK MUN HS TIP OF DOME
 DP0675  PID         -  DP0675
 DP0675  STATE/COUNTY-  TX/LUBBOCK
 DP0675  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0675
 DP0675                         *CURRENT SURVEY CONTROL
 DP0675  ___________________________________________________________________
 DP0675* NAD 83(1993)-  33 34 41.18768(N)    101 51 38.70131(W)     ADJUSTED  
 DP0675* NAVD 88     -                                                        
 DP0675  ___________________________________________________________________
 DP0675  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DP0675  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 DP0675
 DP0675  HORZ ORDER  -  THIRD
 DP0675
 DP0675.The horizontal coordinates were established by classical geodetic methods
 DP0675.and adjusted by the National Geodetic Survey in February 1996..
 DP0675
 DP0675
 DP0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0675
 DP0675.The geoid height was determined by GEOID03.
 DP0675
 DP0675;                    North         East     Units Scale Factor Converg.
 DP0675;SPC TXNC     - 2,216,953.098   288,071.103   MT  0.99991472   -1 49 58.6
 DP0675;SPC TXNC     - 7,273,453.62    945,113.28   sFT  0.99991472   -1 49 58.6
 DP0675;UTM  14      - 3,719,047.045   234,473.859   MT  1.00046930   -1 34 59.3
 DP0675
 DP0675                          SUPERSEDED SURVEY CONTROL
 DP0675
 DP0675  NAD 83(1986)-  33 34 41.19584(N)    101 51 38.69241(W) AD(       ) 4
 DP0675  NAD 27      -  33 34 40.90000(N)    101 51 37.09000(W) AD(       ) 3
 DP0675
 DP0675.Superseded values are not recommended for survey control.
 DP0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0675.See file dsdata.txt to determine how the superseded data were derived.
 DP0675
 DP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3447419047(NAD 83)
 DP0675_MARKER: 87 = DOME
 DP0675
 DP0675  HISTORY     - Date     Condition        Report By
 DP0675  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0675  HISTORY     - 1955     GOOD             CGS
 DP0675  HISTORY     - 20051023 GOOD             GEOCAC
 DP0675
 DP0675                          STATION DESCRIPTION
 DP0675
 DP0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 DP0675'THE SCHOOL IS LOCATED AT THE INTERSECTION OF NINETEENTH AND
 DP0675'AVENUE U.  A LARGE YELLOW-BRICK BUILDING WITH A RED-TILE
 DP0675'ROOF.  DOME IS ABOUT THE CENTER OF THE S SIDE OF THE BUILDING.
 DP0675'THIS IS THE ONLY HIGH SCHOOL IN LUBBOCK.
 DP0675
 DP0675                          STATION RECOVERY (2005)
 DP0675
 DP0675'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DP0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0674 ***********************************************************************
 DP0674  DESIGNATION -  LUBBOCK MUNICIPAL STANDPIPE
 DP0674  PID         -  DP0674
 DP0674  STATE/COUNTY-  TX/LUBBOCK
 DP0674  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0674
 DP0674                         *CURRENT SURVEY CONTROL
 DP0674  ___________________________________________________________________
 DP0674* NAD 83(1993)-  33 34 38.70149(N)    101 51 47.89357(W)     ADJUSTED  
 DP0674* NAVD 88     -                                                        
 DP0674  ___________________________________________________________________
 DP0674  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DP0674  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 DP0674
 DP0674  HORZ ORDER  -  THIRD
 DP0674
 DP0674.The horizontal coordinates were established by classical geodetic methods
 DP0674.and adjusted by the National Geodetic Survey in February 1996..
 DP0674
 DP0674
 DP0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0674
 DP0674.The geoid height was determined by GEOID03.
 DP0674
 DP0674;                    North         East     Units Scale Factor Converg.
 DP0674;SPC TXNC     - 2,216,884.129   287,831.737   MT  0.99991461   -1 50 03.6
 DP0674;SPC TXNC     - 7,273,227.35    944,327.96   sFT  0.99991461   -1 50 03.6
 DP0674;UTM  14      - 3,718,976.995   234,234.664   MT  1.00047086   -1 35 04.3
 DP0674
 DP0674                          SUPERSEDED SURVEY CONTROL
 DP0674
 DP0674  NAD 83(1986)-  33 34 38.71045(N)    101 51 47.88467(W) AD(       ) 4
 DP0674  NAD 27      -  33 34 38.40300(N)    101 51 46.27400(W) AD(       ) 3
 DP0674
 DP0674.Superseded values are not recommended for survey control.
 DP0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0674.See file dsdata.txt to determine how the superseded data were derived.
 DP0674
 DP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3423518977(NAD 83)
 DP0674_MARKER: 52 = STANDPIPE TANK
 DP0674
 DP0674  HISTORY     - Date     Condition        Report By
 DP0674  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0674  HISTORY     - 1962     GOOD             CGS
 DP0674  HISTORY     - 1975     GOOD             NGS
 DP0674
 DP0674                          STATION DESCRIPTION
 DP0674
 DP0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JJC)
 DP0674'STATION NOT PREVIOUSLY DESCRIBED.
 DP0674'
 DP0674'THE STANDPIPE WAS RECOVERED AND VERIFIED TO BE THE ORIGINAL
 DP0674'STANDPIPE TAKEN IN 1932.
 DP0674'
 DP0674'THE STATION IS A STANDPIPE, PAINTED SILVER, APPROXIMATELY
 DP0674'175 FEET HIGH AND IS LOCATED ABOUT 100 FEET SOUTH OF 19TH
 DP0674'STREET, AND ABOUT 100 FEET WEST OF V STREET IN THE WEST SECTION
 DP0674'OF LUBBOCK, TEXAS.
 DP0674
 DP0674                          STATION RECOVERY (1975)
 DP0674
 DP0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 DP0674'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DP0674'
 DP0674'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST SECTION
 DP0674'OF LUBBOCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0364 ***********************************************************************
 DP0364  DESIGNATION -  LUBBOCK RESET 1961
 DP0364  PID         -  DP0364
 DP0364  STATE/COUNTY-  TX/LUBBOCK
 DP0364  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0364
 DP0364                         *CURRENT SURVEY CONTROL
 DP0364  ___________________________________________________________________
 DP0364* NAD 83(1986)-  33 35 13.     (N)    101 50 46.     (W)     SCALED    
 DP0364* NAVD 88     -       974.349  (meters)    3196.68   (feet)  ADJUSTED  
 DP0364  ___________________________________________________________________
 DP0364  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DP0364  DYNAMIC HT  -         973.088 (meters)    3192.54  (feet)  COMP
 DP0364  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 DP0364
 DP0364  VERT ORDER  -  FIRST     CLASS II
 DP0364
 DP0364.The horizontal coordinates were scaled from a topographic map and have
 DP0364.an estimated accuracy of +/- 6 seconds.
 DP0364
 DP0364.The orthometric height was determined by differential leveling
 DP0364.and adjusted by the National Geodetic Survey in June 1991..
 DP0364
 DP0364.The geoid height was determined by GEOID03.
 DP0364
 DP0364.The dynamic height is computed by dividing the NAVD 88
 DP0364.geopotential number by the normal gravity value computed on the
 DP0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0364.degrees latitude (g = 980.6199 gals.).
 DP0364
 DP0364.The modeled gravity was interpolated from observed gravity values.
 DP0364
 DP0364;                    North         East    Units  Estimated Accuracy
 DP0364;SPC TXNC     - 2,217,890.      289,460.      MT  (+/- 180 meters Scaled)
 DP0364
 DP0364                          SUPERSEDED SURVEY CONTROL
 DP0364
 DP0364  NGVD 29 (??/??/??)  973.97   (m)         3195.4    (f) RESET       3  
 DP0364
 DP0364.Superseded values are not recommended for survey control.
 DP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0364.See file dsdata.txt to determine how the superseded data were derived.
 DP0364
 DP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC358199(NAD 83)
 DP0364_MARKER: DD = SURVEY DISK
 DP0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0364_SP_SET: SIDEWALK
 DP0364_STAMPING: LUBBOCK RESET 1961
 DP0364_MARK LOGO: CGS   
 DP0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0364
 DP0364  HISTORY     - Date     Condition        Report By
 DP0364  HISTORY     - 1961     MONUMENTED       LOCSUR
 DP0364  HISTORY     - 1962     GOOD             NGS
 DP0364  HISTORY     - 1982     GOOD             NGS
 DP0364
 DP0364                          STATION DESCRIPTION
 DP0364
 DP0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DP0364'IN LUBBOCK.
 DP0364'AT LUBBOCK, LUBBOCK COUNTY, AT THE CORNER OF TEXAS AVENUE AND 9TH
 DP0364'STREET, BETWEEN CITY HALL AND CHAMBER OF COMMERCE BUILDING FRONTING ON
 DP0364'TEXAS AVENUE, 4.8 FEET NORTH OF THE CITY HALL, 20.8 FEET NORTHWEST OF
 DP0364'THE NORTHEAST CORNER OF THE CITY HALL, 27.2 FEET SOUTHWEST OF THE
 DP0364'SOUTHEAST CORNER OF THE CHAMBER OF COMMERCE BUILDING, AND 35.9 FEET
 DP0364'WEST OF THE WEST CURB ON TEXAS AVENUE, AND SET FLUSH WITH THE CONCRETE
 DP0364'SIDEWALK.
 DP0364
 DP0364                          STATION RECOVERY (1982)
 DP0364
 DP0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0364'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN LUBBOCK, AT
 DP0364'THE INTERSECTION OF 9TH STREET AND TEXAS AVENUE, 8.3 METERS (27.2 FT)
 DP0364'SOUTHWEST OF THE SOUTHEAST CORNER OF THE CITY URBAN RENEWAL AGENCY
 DP0364'BUILDING, 6.3 METERS (20.7 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER
 DP0364'OF THE LUBBOCK MUNICIPAL BUILDING, 1.8 METERS (5.9 FT) SOUTH OF THE
 DP0364'SOUTHEAST CORNER OF A BRICK WALL, 1.3 METERS (4.3 FT) NORTH OF THE
 DP0364'NORTH FACE OF THE MUNICIPAL BUILDING AND 1.0 METER (3.3 FT) SOUTHEAST
 DP0364'OF A SMALL TREE.
 DP0364'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0693 ***********************************************************************
 DP0693  CBN         -  This is a Cooperative Base Network Control Station.
 DP0693  DESIGNATION -  LUBBOCK RRP
 DP0693  PID         -  DP0693
 DP0693  STATE/COUNTY-  TX/LUBBOCK
 DP0693  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0693
 DP0693                         *CURRENT SURVEY CONTROL
 DP0693  ___________________________________________________________________
 DP0693* NAD 83(1993)-  33 31 27.66286(N)    101 48 14.12040(W)     ADJUSTED  
 DP0693* NAVD 88     -       963.866  (meters)    3162.28   (feet)  ADJUSTED  
 DP0693  ___________________________________________________________________
 DP0693  X           -  -1,088,963.056 (meters)                     COMP
 DP0693  Y           -  -5,210,790.082 (meters)                     COMP
 DP0693  Z           -   3,503,104.716 (meters)                     COMP
 DP0693  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 DP0693  ELLIP HEIGHT-         938.92  (meters)          (10/24/00) GPS OBS
 DP0693  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 DP0693  DYNAMIC HT  -         962.622 (meters)    3158.20  (feet)  COMP
 DP0693  MODELED GRAV-     979,312.8   (mgal)                       NAVD 88
 DP0693
 DP0693  HORZ ORDER  -  A
 DP0693  VERT ORDER  -  FIRST     CLASS II
 DP0693  ELLP ORDER  -  FOURTH    CLASS I
 DP0693
 DP0693.The horizontal coordinates were established by GPS observations
 DP0693.and adjusted by the National Geodetic Survey in April 1994..
 DP0693
 DP0693.The orthometric height was determined by differential leveling
 DP0693.and adjusted by the National Geodetic Survey in July 2002..
 DP0693.WARNING-GPS observations at this control monument resulted in a GPS
 DP0693.derived orthometric height which differed from the leveled height by
 DP0693.more than one decimeter (0.1 meter).
 DP0693
 DP0693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0693
 DP0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0693
 DP0693.The ellipsoidal height was determined by GPS observations
 DP0693.and is referenced to NAD 83.
 DP0693
 DP0693.The geoid height was determined by GEOID03.
 DP0693
 DP0693.The dynamic height is computed by dividing the NAVD 88
 DP0693.geopotential number by the normal gravity value computed on the
 DP0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0693.degrees latitude (g = 980.6199 gals.).
 DP0693
 DP0693.The modeled gravity was interpolated from observed gravity values.
 DP0693
 DP0693;                    North         East     Units Scale Factor Converg.
 DP0693;SPC TXNC     - 2,210,826.861   293,156.388   MT  0.99990656   -1 48 07.0
 DP0693;SPC TXNC     - 7,253,354.46    961,797.25   sFT  0.99990656   -1 48 07.0
 DP0693;UTM  14      - 3,712,939.849   239,588.721   MT  1.00043613   -1 32 58.0
 DP0693
 DP0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0693!SPC TXNC     -   0.99985262  x   0.99990656  =   0.99975919
 DP0693!UTM  14      -   0.99985262  x   1.00043613  =   1.00028868
 DP0693
 DP0693                          SUPERSEDED SURVEY CONTROL
 DP0693
 DP0693  ELLIP H (05/09/94)  939.02   (m)                       GP(       ) 4 2
 DP0693  ELLIP H (04/21/94)  939.02   (m)                       GP(       ) 3 1
 DP0693  ELLIP H (12/21/93)  939.09   (m)                       GP(       ) 4 1
 DP0693  ELLIP H (09/04/92)  939.09   (m)                       GP(       ) 3 1
 DP0693  NAD 83(1993)-  33 31 27.66289(N)    101 48 14.12074(W) AD(       ) A
 DP0693  ELLIP H (07/31/92)  939.09   (m)                       GP(       ) 1 1
 DP0693  NAVD 88 (07/24/98)  963.87   (m)         3162.3    (f) LEVELING    3  
 DP0693  NGVD 29 (07/31/92)  964.0    (m)         3163.     (f) GPS OBS        
 DP0693
 DP0693.Superseded values are not recommended for survey control.
 DP0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0693.See file dsdata.txt to determine how the superseded data were derived.
 DP0693
 DP0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3958912940(NAD 83)
 DP0693_MARKER: DD = SURVEY DISK
 DP0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0693_SP_SET: CONCRETE POST
 DP0693_MARK LOGO: TXHD  
 DP0693_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0693+STABILITY: SURFACE MOTION
 DP0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0693+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1996
 DP0693
 DP0693  HISTORY     - Date     Condition        Report By
 DP0693  HISTORY     - UNK      MONUMENTED
 DP0693  HISTORY     - 19920203 GOOD
 DP0693  HISTORY     - 19930520 GOOD             NGS
 DP0693  HISTORY     - 19961004 GOOD             NGS
 DP0693
 DP0693                          STATION DESCRIPTION
 DP0693
 DP0693'DESCRIBED 1992
 DP0693'RECOVERED IN GOOD CONDITION.
 DP0693
 DP0693                          STATION RECOVERY (1993)
 DP0693
 DP0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DP0693'THE STATION IS LOCATED IN THE SOUTHEAST SIDE OF LUBBOCK, IN THE TEXAS
 DP0693'DEPARTMENT OF TRANSPORTATION MAINTENANCE YARD, BENEATH A PERMANENT 6
 DP0693'METER (19.7 FT) TALL STEEL TOWER.  OWNERSHIP--TEXAS DEPARTMENT OF
 DP0693'TRANSPORTATION, LUBBOCK, TX.  CONTACT SAM BULLION, 806-745-4688 OR
 DP0693'4441, FOR PERMISSION TO USE STATION.
 DP0693'TO REACH THE STATION FROM THE JUNCTION OF LOOP 289 AND U.S. HIGHWAY 84
 DP0693'IN THE SOUTHEAST SIDE OF LUBBOCK, GO SOUTHEAST ON HIGHWAY 84 FOR
 DP0693'APPROXIMATELY 1.45 KM (0.90 MI) TO THE ENTRANCE TO THE MAINTENANCE
 DP0693'YARD ON THE RIGHT. TURN RIGHT, SOUTHWEST, THROUGH GATE ON WEST SIDE
 DP0693'OF MAIN BUILDING AND CONTINUE SOUTH ALONG BUILDING FOR 0.08 KM.  TURN
 DP0693'RIGHT, WEST, ACROSS YARD FOR 0.08 KM (0.05 MI) TO THE STATION BENEATH
 DP0693'A 6 M (19.7 FT) STEEL TOWER.
 DP0693'STATION MARK IS AN ALUMINUM DISK SET IN THE TOP OF A 20 CM ROUND
 DP0693'CONCRETE POST RECESSED 8 CM BELOW GROUND.  IT IS 37.2 M (122.0 FT)
 DP0693'EAST-NORTHEAST OF THE SOUTHEAST LEG OF A RAISED METAL TANK, 30.3 M
 DP0693'(99.4 FT) NORTH OF AN EAST-WEST CHAIN LINK FENCE, 24.9 M (81.7 FT)
 DP0693'NORTHWEST  OF THE NORTHWEST CORNER OF A CONCRETE WALL BUNKER, AND 3.0
 DP0693'M (9.8 FT) SOUTH OF TWO METAL REFLECTOR POSTS.
 DP0693
 DP0693                          STATION RECOVERY (1996)
 DP0693
 DP0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 DP0693'3.9 KM (2.40 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84 FROM THE
 DP0693'JUNCTION OF INTERSTATE HIGHWAY 27 IN LUBBOCK, 125.0 M (410.1 FT) SOUTH
 DP0693'AND THEN 80.0 M (262.5 FT) EAST OF THE DEPARTMENT OF TRANSPORTATION
 DP0693'MAINTENANCE YARD ENTRANCE GATE, NEAR THE CENTER OF A 20-FOOT TOWER,
 DP0693'31.3 M (102.7 FT) NORTHEAST OF THE SOUTHEAST LEG OF A RAISED EMULSION
 DP0693'TANK, 30.5 M (100.1 FT) NORTH OF A CHAIN-LINK FENCE ENCLOSING THE
 DP0693'YARD, 25.0 M (82.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 DP0693'BUNKER, 1.1 M (3.6 FT) SOUTH OF THE NORTH LEG OF THE TOWER, AND THE
 DP0693'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9540 ***********************************************************************
 AF9540  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9540  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9540  DESIGNATION -  LUBBOCK RRP CORS ARP
 AF9540  CORS_ID     -  LUBB
 AF9540  PID         -  AF9540
 AF9540  STATE/COUNTY-  TX/LUBBOCK
 AF9540  USGS QUAD   -  LUBBOCK EAST (1975)
 AF9540
 AF9540                         *CURRENT SURVEY CONTROL
 AF9540  ___________________________________________________________________
 AF9540* NAD 83(CORS)-  33 32 07.49084(N)    101 50 34.16313(W)     ADJUSTED  
 AF9540* NAVD 88     -       981.95   (meters)    3221.6    (feet)  GPS OBS   
 AF9540  ___________________________________________________________________
 AF9540  EPOCH DATE  -        2002.00
 AF9540  X           -  -1,092,364.646 (meters)                     COMP
 AF9540  Y           -  -5,209,400.933 (meters)                     COMP
 AF9540  Z           -   3,504,137.827 (meters)                     COMP
 AF9540  ELLIP HEIGHT-         957.15  (meters)          (03/??/02) GPS OBS
 AF9540  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AF9540
 AF9540  HORZ ORDER  -  SPECIAL (CORS)
 AF9540  ELLP ORDER  -  SPECIAL (CORS)
 AF9540
 AF9540.ITRF positions are available for this station.
 AF9540.The coordinates were established by GPS observations
 AF9540.and adjusted by the National Geodetic Survey in March 2002..
 AF9540.The coordinates are valid at the epoch date displayed above.
 AF9540.The epoch date for horizontal control is a decimal equivalence
 AF9540.of Year/Month/Day.
 AF9540
 AF9540.The orthometric height was determined by GPS observations and a
 AF9540.high-resolution geoid model using precise GPS observation and
 AF9540.processing techniques.
 AF9540
 AF9540.The PID for the CORS L1 Phase Center is AB6381.
 AF9540
 AF9540.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9540
 AF9540.The ellipsoidal height was determined by GPS observations
 AF9540.and is referenced to NAD 83.
 AF9540
 AF9540.The geoid height was determined by GEOID03.
 AF9540
 AF9540;                    North         East     Units Scale Factor Converg.
 AF9540;SPC TXNC     - 2,212,167.494   289,583.824   MT  0.99990817   -1 49 23.4
 AF9540;SPC TXNC     - 7,257,752.85    950,076.26   sFT  0.99990817   -1 49 23.4
 AF9540
 AF9540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9540!SPC TXNC     -   0.99984976  x   0.99990817  =   0.99975794
 AF9540
 AF9540                          SUPERSEDED SURVEY CONTROL
 AF9540
 AF9540  NAD 83(CORS)-  33 32 07.49059(N)    101 50 34.16313(W) AD(1997.00) c
 AF9540  ELLIP H (04/??/00)  957.15   (m)                       GP(1997.00) c c
 AF9540  NAD 83(CORS)-  33 32 07.49057(N)    101 50 34.16324(W) AD(1997.00) c
 AF9540  NAD 83(CORS)-  33 32 07.49057(N)    101 50 34.16324(W) AD(1996.00) c
 AF9540  ELLIP H (04/??/96)  957.17   (m)                       GP(1997.00) c c
 AF9540  ELLIP H (04/??/96)  957.17   (m)                       GP(1996.00) c c
 AF9540
 AF9540.Superseded values are not recommended for survey control.
 AF9540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9540.See file dsdata.txt to determine how the superseded data were derived.
 AF9540
 AF9540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3600814265(NAD 83)
 AF9540_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9540
 AF9540                          STATION DESCRIPTION
 AF9540
 AF9540'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9540'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9540'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9540'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9540'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9540'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6381 ***********************************************************************
 AB6381  HT_MOD      -  This is a Height Modernization Survey Station.
 AB6381  CORS        -  This is a GPS Continuously Operating Reference Station.
 AB6381  DESIGNATION -  LUBBOCK RRP CORS L1 PHASE CENTER
 AB6381  CORS_ID     -  LUBB
 AB6381  PID         -  AB6381
 AB6381  STATE/COUNTY-  TX/LUBBOCK
 AB6381  USGS QUAD   -  LUBBOCK EAST (1975)
 AB6381
 AB6381                         *CURRENT SURVEY CONTROL
 AB6381  ___________________________________________________________________
 AB6381* NAD 83(CORS)-  33 32 07.49084(N)    101 50 34.16315(W)     ADJUSTED  
 AB6381* NAVD 88     -       982.02   (meters)    3221.8    (feet)  GPS OBS   
 AB6381  ___________________________________________________________________
 AB6381  EPOCH DATE  -        2002.00
 AB6381  X           -  -1,092,364.659 (meters)                     COMP
 AB6381  Y           -  -5,209,400.990 (meters)                     COMP
 AB6381  Z           -   3,504,137.866 (meters)                     COMP
 AB6381  ELLIP HEIGHT-         957.22  (meters)          (03/??/02) GPS OBS
 AB6381  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AB6381
 AB6381  HORZ ORDER  -  SPECIAL (CORS)
 AB6381  ELLP ORDER  -  SPECIAL (CORS)
 AB6381
 AB6381.ITRF positions are available for this station.
 AB6381.The coordinates were established by GPS observations
 AB6381.and adjusted by the National Geodetic Survey in March 2002..
 AB6381.The coordinates are valid at the epoch date displayed above.
 AB6381.The epoch date for horizontal control is a decimal equivalence
 AB6381.of Year/Month/Day.
 AB6381
 AB6381.The orthometric height was determined by GPS observations and a
 AB6381.high-resolution geoid model using precise GPS observation and
 AB6381.processing techniques.
 AB6381
 AB6381.The PID for the CORS ARP is AF9540.
 AB6381
 AB6381.The XYZ, and position/ellipsoidal ht. are equivalent.
 AB6381
 AB6381.The ellipsoidal height was determined by GPS observations
 AB6381.and is referenced to NAD 83.
 AB6381
 AB6381.The geoid height was determined by GEOID03.
 AB6381
 AB6381;                    North         East     Units Scale Factor Converg.
 AB6381;SPC TXNC     - 2,212,167.494   289,583.823   MT  0.99990817   -1 49 23.4
 AB6381;SPC TXNC     - 7,257,752.85    950,076.26   sFT  0.99990817   -1 49 23.4
 AB6381
 AB6381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6381!SPC TXNC     -   0.99984975  x   0.99990817  =   0.99975793
 AB6381
 AB6381                          SUPERSEDED SURVEY CONTROL
 AB6381
 AB6381  NAD 83(CORS)-  33 32 07.49059(N)    101 50 34.16315(W) AD(1997.00) c
 AB6381  ELLIP H (04/??/00)  957.22   (m)                       GP(1997.00) c c
 AB6381  NAD 83(CORS)-  33 32 07.49057(N)    101 50 34.16326(W) AD(1997.00) c
 AB6381  NAD 83(CORS)-  33 32 07.49057(N)    101 50 34.16326(W) AD(1996.00) c
 AB6381  ELLIP H (04/??/96)  957.24   (m)                       GP(1997.00) c c
 AB6381  ELLIP H (04/??/96)  957.24   (m)                       GP(1996.00) c c
 AB6381
 AB6381.Superseded values are not recommended for survey control.
 AB6381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6381.See file dsdata.txt to determine how the superseded data were derived.
 AB6381
 AB6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3600814265(NAD 83)
 AB6381_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AB6381_MARK LOGO: TXHD  
 AB6381
 AB6381                          STATION DESCRIPTION
 AB6381
 AB6381'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AB6381'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AB6381'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AB6381'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AB6381'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AB6381'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5391 ***********************************************************************
 DF5391  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5391  DESIGNATION -  LUBBOCK RRP2 CORS ARP
 DF5391  CORS_ID     -  TXLU
 DF5391  PID         -  DF5391
 DF5391  STATE/COUNTY-  TX/LUBBOCK
 DF5391  USGS QUAD   -  LUBBOCK EAST (1975)
 DF5391
 DF5391                         *CURRENT SURVEY CONTROL
 DF5391  ___________________________________________________________________
 DF5391* NAD 83(CORS)-  33 32 07.49074(N)    101 50 34.16299(W)     ADJUSTED  
 DF5391* NAVD 88     -                                                        
 DF5391  ___________________________________________________________________
 DF5391  EPOCH DATE  -        2002.00
 DF5391  X           -  -1,092,364.638 (meters)                     COMP
 DF5391  Y           -  -5,209,400.911 (meters)                     COMP
 DF5391  Z           -   3,504,137.808 (meters)                     COMP
 DF5391  ELLIP HEIGHT-         957.12  (meters)          (05/??/03) GPS OBS
 DF5391  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 DF5391
 DF5391  HORZ ORDER  -  SPECIAL (CORS)
 DF5391  ELLP ORDER  -  SPECIAL (CORS)
 DF5391
 DF5391.ITRF positions are available for this station.
 DF5391.The coordinates were established by GPS observations
 DF5391.and adjusted by the National Geodetic Survey in May 2003..
 DF5391.The coordinates are valid at the epoch date displayed above.
 DF5391.The epoch date for horizontal control is a decimal equivalence
 DF5391.of Year/Month/Day.
 DF5391
 DF5391
 DF5391.The PID for the CORS L1 Phase Center is DF5392.
 DF5391
 DF5391.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5391
 DF5391.The ellipsoidal height was determined by GPS observations
 DF5391.and is referenced to NAD 83.
 DF5391
 DF5391.The geoid height was determined by GEOID03.
 DF5391
 DF5391;                    North         East     Units Scale Factor Converg.
 DF5391;SPC TXNC     - 2,212,167.491   289,583.827   MT  0.99990817   -1 49 23.4
 DF5391;SPC TXNC     - 7,257,752.84    950,076.27   sFT  0.99990817   -1 49 23.4
 DF5391
 DF5391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5391!SPC TXNC     -   0.99984976  x   0.99990817  =   0.99975795
 DF5391
 DF5391                          SUPERSEDED SURVEY CONTROL
 DF5391
 DF5391.No superseded survey control is available for this station.
 DF5391
 DF5391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3600814265(NAD 83)
 DF5391_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5391
 DF5391                          STATION DESCRIPTION
 DF5391
 DF5391'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5391'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5391'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5391'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5391'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5391'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5392 ***********************************************************************
 DF5392  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5392  DESIGNATION -  LUBBOCK RRP2 CORS L1 PHASE CENTER
 DF5392  CORS_ID     -  TXLU
 DF5392  PID         -  DF5392
 DF5392  STATE/COUNTY-  TX/LUBBOCK
 DF5392  USGS QUAD   -  LUBBOCK EAST (1975)
 DF5392
 DF5392                         *CURRENT SURVEY CONTROL
 DF5392  ___________________________________________________________________
 DF5392* NAD 83(CORS)-  33 32 07.49075(N)    101 50 34.16297(W)     ADJUSTED  
 DF5392* NAVD 88     -                                                        
 DF5392  ___________________________________________________________________
 DF5392  EPOCH DATE  -        2002.00
 DF5392  X           -  -1,092,364.649 (meters)                     COMP
 DF5392  Y           -  -5,209,400.968 (meters)                     COMP
 DF5392  Z           -   3,504,137.847 (meters)                     COMP
 DF5392  ELLIP HEIGHT-         957.19  (meters)          (05/??/03) GPS OBS
 DF5392  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 DF5392
 DF5392  HORZ ORDER  -  SPECIAL (CORS)
 DF5392  ELLP ORDER  -  SPECIAL (CORS)
 DF5392
 DF5392.ITRF positions are available for this station.
 DF5392.The coordinates were established by GPS observations
 DF5392.and adjusted by the National Geodetic Survey in May 2003..
 DF5392.The coordinates are valid at the epoch date displayed above.
 DF5392.The epoch date for horizontal control is a decimal equivalence
 DF5392.of Year/Month/Day.
 DF5392
 DF5392
 DF5392.The PID for the CORS ARP is DF5391.
 DF5392
 DF5392.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5392
 DF5392.The ellipsoidal height was determined by GPS observations
 DF5392.and is referenced to NAD 83.
 DF5392
 DF5392.The geoid height was determined by GEOID03.
 DF5392
 DF5392;                    North         East     Units Scale Factor Converg.
 DF5392;SPC TXNC     - 2,212,167.492   289,583.828   MT  0.99990817   -1 49 23.4
 DF5392;SPC TXNC     - 7,257,752.85    950,076.28   sFT  0.99990817   -1 49 23.4
 DF5392
 DF5392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5392!SPC TXNC     -   0.99984975  x   0.99990817  =   0.99975794
 DF5392
 DF5392                          SUPERSEDED SURVEY CONTROL
 DF5392
 DF5392.No superseded survey control is available for this station.
 DF5392
 DF5392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3600814265(NAD 83)
 DF5392_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF5392
 DF5392                          STATION DESCRIPTION
 DF5392
 DF5392'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF5392'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5392'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5392'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5392'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5392'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0671 ***********************************************************************
 DP0671  DESIGNATION -  LUBBOCK W TEX INST ADMIN W CUP
 DP0671  PID         -  DP0671
 DP0671  STATE/COUNTY-  TX/LUBBOCK
 DP0671  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0671
 DP0671                         *CURRENT SURVEY CONTROL
 DP0671  ___________________________________________________________________
 DP0671* NAD 83(1993)-  33 35 00.16952(N)    101 52 30.48125(W)     ADJUSTED  
 DP0671* NAVD 88     -                                                        
 DP0671  ___________________________________________________________________
 DP0671  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DP0671  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 DP0671
 DP0671  HORZ ORDER  -  THIRD
 DP0671
 DP0671.The horizontal coordinates were established by classical geodetic methods
 DP0671.and adjusted by the National Geodetic Survey in February 1996..
 DP0671
 DP0671
 DP0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0671
 DP0671.The geoid height was determined by GEOID03.
 DP0671
 DP0671;                    North         East     Units Scale Factor Converg.
 DP0671;SPC TXNC     - 2,217,580.370   286,755.354   MT  0.99991557   -1 50 26.8
 DP0671;SPC TXNC     - 7,275,511.60    940,796.52   sFT  0.99991557   -1 50 26.8
 DP0671;UTM  14      - 3,719,668.925   233,154.654   MT  1.00047796   -1 35 28.8
 DP0671
 DP0671                          SUPERSEDED SURVEY CONTROL
 DP0671
 DP0671  NAD 83(1986)-  33 35 00.17872(N)    101 52 30.47223(W) AD(       ) 4
 DP0671  NAD 27      -  33 34 59.87000(N)    101 52 28.86800(W) AD(       ) 3
 DP0671
 DP0671.Superseded values are not recommended for survey control.
 DP0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0671.See file dsdata.txt to determine how the superseded data were derived.
 DP0671
 DP0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3315519669(NAD 83)
 DP0671_MARKER: 86 = CUPOLA
 DP0671
 DP0671  HISTORY     - Date     Condition        Report By
 DP0671  HISTORY     - 1935     FIRST OBSERVED   CGS
 DP0671  HISTORY     - 20051023 GOOD             GEOCAC
 DP0671
 DP0671                          STATION DESCRIPTION
 DP0671
 DP0671'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0677 ***********************************************************************
 DP0677  DESIGNATION -  LUBBOCK W TEX INST ADMIN E CUP
 DP0677  PID         -  DP0677
 DP0677  STATE/COUNTY-  TX/LUBBOCK
 DP0677  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0677
 DP0677                         *CURRENT SURVEY CONTROL
 DP0677  ___________________________________________________________________
 DP0677* NAD 83(1993)-  33 35 00.16251(N)    101 52 27.15355(W)     ADJUSTED  
 DP0677* NAVD 88     -                                                        
 DP0677  ___________________________________________________________________
 DP0677  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DP0677  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 DP0677
 DP0677  HORZ ORDER  -  THIRD
 DP0677
 DP0677.The horizontal coordinates were established by classical geodetic methods
 DP0677.and adjusted by the National Geodetic Survey in February 1996..
 DP0677
 DP0677
 DP0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0677
 DP0677.The geoid height was determined by GEOID03.
 DP0677
 DP0677;                    North         East     Units Scale Factor Converg.
 DP0677;SPC TXNC     - 2,217,577.398   286,841.107   MT  0.99991557   -1 50 25.0
 DP0677;SPC TXNC     - 7,275,501.85    941,077.87   sFT  0.99991557   -1 50 25.0
 DP0677;UTM  14      - 3,719,666.326   233,240.467   MT  1.00047739   -1 35 26.9
 DP0677
 DP0677                          SUPERSEDED SURVEY CONTROL
 DP0677
 DP0677  NAD 83(1986)-  33 35 00.17189(N)    101 52 27.14456(W) AD(       ) 4
 DP0677  NAD 27      -  33 34 59.83700(N)    101 52 25.53600(W) AD(       ) 3
 DP0677
 DP0677.Superseded values are not recommended for survey control.
 DP0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0677.See file dsdata.txt to determine how the superseded data were derived.
 DP0677
 DP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3324019666(NAD 83)
 DP0677_MARKER: 86 = CUPOLA
 DP0677
 DP0677  HISTORY     - Date     Condition        Report By
 DP0677  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0677  HISTORY     - 1955     GOOD             CGS
 DP0677  HISTORY     - 1975     GOOD             NGS
 DP0677  HISTORY     - 20051023 GOOD             GEOCAC
 DP0677
 DP0677                          STATION DESCRIPTION
 DP0677
 DP0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 DP0677'AT WEST TEXAS INSTITUTE OF TECHNOLOGY, ON THE W SIDE OF LUBBOCK.
 DP0677'CUPOLAS ARE ON THE E AND W CORNERS OF THE ADMINISTRATION
 DP0677'BUILDING.
 DP0677
 DP0677                          STATION RECOVERY (1975)
 DP0677
 DP0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 DP0677'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DP0677'
 DP0677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST SIDE
 DP0677'OF LUBBOCK
 DP0677
 DP0677                          STATION RECOVERY (2005)
 DP0677
 DP0677'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DP0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0836 ***********************************************************************
 AH0836  DESIGNATION -  LUBY
 AH0836  PID         -  AH0836
 AH0836  STATE/COUNTY-  TX/NUECES
 AH0836  USGS QUAD   -  CONCORDIA (1975)
 AH0836
 AH0836                         *CURRENT SURVEY CONTROL
 AH0836  ___________________________________________________________________
 AH0836* NAD 83(1993)-  27 37 01.92369(N)    097 38 07.65038(W)     ADJUSTED  
 AH0836* NAVD 88     -        11.515  (meters)      37.78   (feet)  ADJUSTED  
 AH0836  ___________________________________________________________________
 AH0836  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AH0836  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AH0836  DYNAMIC HT  -          11.497 (meters)      37.72  (feet)  COMP
 AH0836  MODELED GRAV-     979,112.5   (mgal)                       NAVD 88
 AH0836
 AH0836  HORZ ORDER  -  SECOND
 AH0836  VERT ORDER  -  SECOND    CLASS 0
 AH0836
 AH0836.The horizontal coordinates were established by classical geodetic methods
 AH0836.and adjusted by the National Geodetic Survey in February 1996..
 AH0836
 AH0836.The orthometric height was determined by differential leveling
 AH0836.and adjusted by the National Geodetic Survey in June 1991..
 AH0836
 AH0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0836
 AH0836.The geoid height was determined by GEOID03.
 AH0836
 AH0836.The dynamic height is computed by dividing the NAVD 88
 AH0836.geopotential number by the normal gravity value computed on the
 AH0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0836.degrees latitude (g = 980.6199 gals.).
 AH0836
 AH0836.The modeled gravity was interpolated from observed gravity values.
 AH0836
 AH0836;                    North         East     Units Scale Factor Converg.
 AH0836;SPC TX S     - 5,216,399.377   385,331.806   MT  0.99995241   +0 23 33.0
 AH0836;SPC TX S     -17,114,136.96  1,264,209.43   sFT  0.99995241   +0 23 33.0
 AH0836;UTM  14      - 3,055,542.274   634,643.602   MT  0.99982377   +0 37 57.5
 AH0836
 AH0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0836!SPC TX S     -   1.00000230  x   0.99995241  =   0.99995471
 AH0836!UTM  14      -   1.00000230  x   0.99982377  =   0.99982607
 AH0836
 AH0836|---------------------------------------------------------------------|
 AH0836| PID    Reference Object                     Distance      Geod. Az  |
 AH0836|                                                           dddmmss.s |
 AH0836| CV2626 LUBY RM CHISELED SQUARE              21.370 METERS 15818     |
 AH0836| AH0837 LUBY RM 2                            20.879 METERS 27542     |
 AH0836| AH1580 PETRONILLA CONSOL SCH TK            APPROX. 6.2 KM 3584920.3 |
 AH0836|---------------------------------------------------------------------|
 AH0836
 AH0836                          SUPERSEDED SURVEY CONTROL
 AH0836
 AH0836  NAD 83(1986)-  27 37 01.93366(N)    097 38 07.62870(W) AD(       ) 2
 AH0836  NAD 27      -  27 37 00.81400(N)    097 38 06.64600(W) AD(       ) 2
 AH0836  NGVD 29 (??/??/92)   11.654  (m)           38.23   (f) ADJ UNCH    2 0
 AH0836
 AH0836.Superseded values are not recommended for survey control.
 AH0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0836.See file dsdata.txt to determine how the superseded data were derived.
 AH0836
 AH0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3464455542(NAD 83)
 AH0836_MARKER: DS = TRIANGULATION STATION DISK
 AH0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0836_STAMPING: LUBY 1949
 AH0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0836+STABILITY: SURFACE MOTION
 AH0836
 AH0836  HISTORY     - Date     Condition        Report By
 AH0836  HISTORY     - 1949     MONUMENTED       CGS
 AH0836  HISTORY     - 1951     GOOD             CGS
 AH0836  HISTORY     - 1951     GOOD             NGS
 AH0836  HISTORY     - 1980     POOR             TXHD
 AH0836
 AH0836                          STATION DESCRIPTION
 AH0836
 AH0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0836'STATION IS LOCATED ABOUT 8.3 MILES SOUTHEAST OF DRISCOLL, 10
 AH0836'MILES EAST-NORTHEAST OF BISHOP AND 4 MILES SOUTH OF PETRONILLA
 AH0836'NEAR THE NORTHEAST CORNER OF A CULTIVATED FIELD.  IT IS 27
 AH0836'FEET WEST OF THE NORTH END OF A STEEL GATE AND 7 FEET SOUTH
 AH0836'OF AN EAST-WEST FENCE AND WITNESS POST.  IT IS STAMPED LUBY
 AH0836'1949 AND IS FLUSH WITH THE GROUND.
 AH0836'
 AH0836'REFERENCE MARK NO. 1 IS A CHISELED SQUARE ON TOP OF A CONCRETE
 AH0836'STATE HIGHWAY MARKER.  THE 4 BY 6 INCH POST PROJECTS 1.5
 AH0836'FEET.  IT IS AT THE WEST EDGE OF THE NORTH-SOUTH FENCE AND 16
 AH0836'FEET SOUTH OF THE SOUTH END OF A STEEL GATE.
 AH0836'
 AH0836'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE EAST-WEST
 AH0836'FENCE AND 95 FEET WEST OF THE FENCE CORNER.  IT IS STAMPED
 AH0836'LUBY NO 2 1949 AND PROJECTS 2 INCHES.
 AH0836'
 AH0836'BENCH MARK X607 WAS USED AS THE AZIMUTH MARK.  IT IS IN THE
 AH0836'SOUTHWEST ANGLE OF THE NORTH-SOUTH MACADAM ROAD AND A T-ROAD
 AH0836'WEST.  IT IS 39 FEET SOUTH OF THE ROAD LEADING WEST AND 36
 AH0836'FEET WEST OF THE NORTH-SOUTH ROAD.  IT IS STAMPED X607 RESET
 AH0836'1942 AND PROJECTS 4 INCHES.
 AH0836'
 AH0836'TO REACH FROM THE SOUTHEAST CORNER OF THE SCHOOL YARD IN
 AH0836'PETRONILLA, GO SOUTHERLY ON MACADAM ROAD FOR 4.1 MILES TO A
 AH0836'T-ROAD RIGHT AND SIGN FIELD 2 D AND THE AZIMUTH MARK AS DESCRIBED.
 AH0836'TURN RIGHT, WEST, FOR 0.4 MILE TO THE END OF THE ROAD AND THE
 AH0836'STATION.
 AH0836'
 AH0836'A 74 FOOT SIGNAL AT DRISCOLL IS VISIBLE AT 37 FEET.
 AH0836'
 AH0836'AN 87 FOOT SIGNAL AT PETRONILLA IS VISIBLE AT 37 FEET.
 AH0836'
 AH0836'A 74 FOOT SIGNAL AT CHILTIPIN IS VISIBLE AT 37 FEET.
 AH0836'
 AH0836'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH0836
 AH0836                          STATION RECOVERY (1951)
 AH0836
 AH0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0836'4.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE GRADE SCHOOL AT
 AH0836'PETRONILLA, THENCE 0.4 MILE WEST ALONG AN ASPHALT ROAD, AT THE
 AH0836'END OF THE ROAD, 25 FEET NORTH OF THE EXTENDED CENTER LINE
 AH0836'OF THE ROAD, 7 FEET SOUTH OF A FENCE, 26 FEET WEST OF A NORTH
 AH0836'AND SOUTH FENCE, 7 FEET SOUTH OF A WITNESS POST, A TRIANGULATION
 AH0836'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AH0836'WITH THE GROUND, STAMPED LUBY 1949.
 AH0836'
 AH0836'LUBY R.M. 1 IS A CHISELED SQUARE.  IT IS 70.1 FEET SOUTHEAST
 AH0836'OF TRIANGULATION STATION LUBY 1949, AT A GATE, 41 FEET SOUTH
 AH0836'OF THE CENTER LINE OF THE ROAD 1 FOOT WEST OF A NORTH AND SOUTH
 AH0836'FENCE, A CHISELED SQUARE IN THE TOP OF A CONCRETE POST WHICH
 AH0836'PROJECTS 1.4 FEET ABOVE THE GROUND.
 AH0836'
 AH0836'LUBY R.M. 2 IS 68.5 FEET NORTHWEST OF TRIANGULATION STATION LUBY
 AH0836'1949, 31 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD,
 AH0836'95 FEET WEST OF A NORTH AND SOUTH FENCE, 1 FOOT SOUTH OF AN EAST
 AH0836'AND WEST FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A
 AH0836'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED
 AH0836'LUBY NO 2 1949.
 AH0836'
 AH0836'LUBY 1949 AZIMUTH IS BENCH MARK X 607 RESET 1942.  IT IS 0.4
 AH0836'MILE EAST OF TRIANGULATION STATION LUBY 1949, 39 FEET WEST OF
 AH0836'THE CENTER LINE OF A PAVED ROAD, 40 FEET SOUTH OF THE CENTER LINE
 AH0836'OF A ROAD LEADING WEST, 28 FEET SOUTHEAST OF THE SOUTHEAST
 AH0836'CORNER OF A LARGE CONCRETE CULVERT, A BENCH MARK DISK SET IN
 AH0836'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AH0836'GROUND, STAMPED X 607 RESET 1942.  ALL MARKS ARE IN GOOD
 AH0836'CONDITION.
 AH0836
 AH0836                          STATION RECOVERY (1951)
 AH0836
 AH0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0836'4.5 MI SE FROM PETRONILLA.
 AH0836'4.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE GRADE SCHOOL AT
 AH0836'PETRONILLA, THENCE 0.4 MILE WEST ALONG AN ASPHALT ROAD, AT THE END OF
 AH0836'THE ROAD, 25 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD, 7
 AH0836'FEET SOUTH OF A FENCE, 26 FEET WEST OF A NORTH AND SOUTH FENCE, 7 FEET
 AH0836'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 AH0836'FLUSH WITH THE GROUND.
 AH0836
 AH0836                          STATION RECOVERY (1980)
 AH0836
 AH0836'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1980 (FM)
 AH0836'LUBY 1949 HIT BY TRACTORS.
 AH0836'
 AH0836'NO REFERENCE OR AZ MARK.
 AH0836'
 AH0836'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SE OF PRISCOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0837 ***********************************************************************
 AH0837  DESIGNATION -  LUBY RM 2
 AH0837  PID         -  AH0837
 AH0837  STATE/COUNTY-  TX/NUECES
 AH0837  USGS QUAD   -  CONCORDIA (1975)
 AH0837
 AH0837                         *CURRENT SURVEY CONTROL
 AH0837  ___________________________________________________________________
 AH0837* NAD 83(1986)-  27 37 02.     (N)    097 38 08.     (W)     SCALED    
 AH0837* NAVD 88     -        11.750  (meters)      38.55   (feet)  ADJUSTED  
 AH0837  ___________________________________________________________________
 AH0837  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AH0837  DYNAMIC HT  -          11.732 (meters)      38.49  (feet)  COMP
 AH0837  MODELED GRAV-     979,112.5   (mgal)                       NAVD 88
 AH0837
 AH0837  VERT ORDER  -  SECOND    CLASS 0
 AH0837
 AH0837.The horizontal coordinates were scaled from a topographic map and have
 AH0837.an estimated accuracy of +/- 6 seconds.
 AH0837
 AH0837.The orthometric height was determined by differential leveling
 AH0837.and adjusted by the National Geodetic Survey in June 1991..
 AH0837
 AH0837.The geoid height was determined by GEOID03.
 AH0837
 AH0837.The dynamic height is computed by dividing the NAVD 88
 AH0837.geopotential number by the normal gravity value computed on the
 AH0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0837.degrees latitude (g = 980.6199 gals.).
 AH0837
 AH0837.The modeled gravity was interpolated from observed gravity values.
 AH0837
 AH0837;                    North         East    Units  Estimated Accuracy
 AH0837;SPC TX S     - 5,216,400.      385,320.      MT  (+/- 180 meters Scaled)
 AH0837
 AH0837                          SUPERSEDED SURVEY CONTROL
 AH0837
 AH0837  NGVD 29 (??/??/92)   11.889  (m)           39.01   (f) ADJ UNCH    2 0
 AH0837
 AH0837.Superseded values are not recommended for survey control.
 AH0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0837.See file dsdata.txt to determine how the superseded data were derived.
 AH0837
 AH0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR346555(NAD 83)
 AH0837_MARKER: DR = REFERENCE MARK DISK
 AH0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0837_STAMPING: LUBY NO 2 1949
 AH0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0837+STABILITY: SURFACE MOTION
 AH0837
 AH0837  HISTORY     - Date     Condition        Report By
 AH0837  HISTORY     - 1949     MONUMENTED       CGS
 AH0837  HISTORY     - 1951     GOOD             NGS
 AH0837
 AH0837                          STATION DESCRIPTION
 AH0837
 AH0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0837'4.5 MI SW FROM PETRONILLA.
 AH0837'4.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE GRADE SCHOOL AT
 AH0837'PETRONILLA, THENCE 0.4 MILES WEST ALONG AN ASPHALT ROAD, AT THE END OF
 AH0837'THE ROAD, 31 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD, 95
 AH0837'FEET WEST OF A NORTH AND SOUTH FENCE, 1 FOOT SOUTH OF AN EAST AND WEST
 AH0837'FENCE, 68.5 FEET NORTHWEST OF TRIANGULATION STATION LUBY 1949, SET IN
 AH0837'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1154 ***********************************************************************
 DN1154  DESIGNATION -  LUCAS
 DN1154  PID         -  DN1154
 DN1154  STATE/COUNTY-  TX/COLLIN
 DN1154  USGS QUAD   -  WYLIE (1973)
 DN1154
 DN1154                         *CURRENT SURVEY CONTROL
 DN1154  ___________________________________________________________________
 DN1154* NAD 83(1993)-  33 05 06.36935(N)    096 34 51.50010(W)     ADJUSTED  
 DN1154* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 DN1154  ___________________________________________________________________
 DN1154  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 DN1154  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN1154
 DN1154  HORZ ORDER  -  SECOND
 DN1154
 DN1154.The horizontal coordinates were established by classical geodetic methods
 DN1154.and adjusted by the National Geodetic Survey in February 1996..
 DN1154
 DN1154.The orthometric height was scaled from a topographic map.
 DN1154
 DN1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1154
 DN1154.The geoid height was determined by GEOID03.
 DN1154
 DN1154;                    North         East     Units Scale Factor Converg.
 DN1154;SPC TXNC     - 2,158,926.196   779,134.190   MT  0.99987279   +1 02 47.9
 DN1154;SPC TXNC     - 7,083,077.03  2,556,209.42   sFT  0.99987279   +1 02 47.9
 DN1154;UTM  14      - 3,663,324.295   725,785.614   MT  1.00022860   +1 19 15.8
 DN1154
 DN1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1154!SPC TXNC     -   0.99997530  x   0.99987279  =   0.99984810
 DN1154!UTM  14      -   0.99997530  x   1.00022860  =   1.00020390
 DN1154
 DN1154|---------------------------------------------------------------------|
 DN1154| PID    Reference Object                     Distance      Geod. Az  |
 DN1154|                                                           dddmmss.s |
 DN1154| CY1541 LUCAS RM 1                           22.739 METERS 01616     |
 DN1154| CY1542 LUCAS RM 2                           35.948 METERS 08353     |
 DN1154| CY1540 LUCAS AZ MK                                        1523813.5 |
 DN1154| DN1153 WYLIE MUNICIPAL TANK                APPROX. 8.9 KM 1540007.1 |
 DN1154|---------------------------------------------------------------------|
 DN1154
 DN1154                          SUPERSEDED SURVEY CONTROL
 DN1154
 DN1154  NAD 83(1993)-  33 05 06.37181(N)    096 34 51.49387(W) AD(       ) 2
 DN1154  NAD 83(1986)-  33 05 06.37633(N)    096 34 51.48599(W) AD(       ) 2
 DN1154  NAD 27      -  33 05 05.95200(N)    096 34 50.52100(W) AD(       ) 2
 DN1154
 DN1154.Superseded values are not recommended for survey control.
 DN1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1154.See file dsdata.txt to determine how the superseded data were derived.
 DN1154
 DN1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2578663324(NAD 83)
 DN1154_MARKER: DS = TRIANGULATION STATION DISK
 DN1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1154
 DN1154  HISTORY     - Date     Condition        Report By
 DN1154  HISTORY     - 1950     MONUMENTED       CGS
 DN1154  HISTORY     - 1955     GOOD             TXHD
 DN1154  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 DN1154
 DN1154                          STATION DESCRIPTION
 DN1154
 DN1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN1154'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST OF
 DN1154'WYLIE, ABOUT 5-1/2 MILES EAST-SOUTHEAST OF ALLEN, IN THE
 DN1154'SMALL VILLAGE OF LUCAS, IN THE FRONT YARD OF THE LUCAS IOOF
 DN1154'LODGE.  IT IS 76 FEET NORTH-NORTHEAST OF THE BUILDING, 50
 DN1154'FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, AND 32
 DN1154'FEET EAST OF THE EAST EDGE OF A SIDEWALK.  THE DISK IS STAMPED
 DN1154'LUCAS 1949 AND IS SET FLUSH.  (THIS STATION WAS BUILT IN 1949
 DN1154'BUT NOT OCCUPIED UNTIL 1950)
 DN1154'
 DN1154'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF THE CENTERLINE OF
 DN1154'THE ROAD, AND 2 FEET NORTHWEST OF A FENCE CORNER.  THE DISK
 DN1154'IS STAMPED LUCAS NO 1 1949 AND PROJECTS 2 INCHES.
 DN1154'
 DN1154'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTERLINE OF THE
 DN1154'ROAD, 23 FEET WEST OF A FENCELINE, AND 6 FEET SOUTH OF A
 DN1154'POWER POLE.  THE DISK IS STAMPED LUCAS NO 2 1949 AND PROJECTS
 DN1154'2 INCHES.
 DN1154'
 DN1154'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTERLINE OF A
 DN1154'NORTH-SOUTH DIRT ROAD, 9 FEET NORTH OF A WITNESS POST, AND
 DN1154'6 FEET NORTH OF A POWER POLE.  THE DISK IS STAMPED LUCAS
 DN1154'1949 AND PROJECTS 2 INCHES.  TO REACH FROM THE STATION, GO
 DN1154'EAST FOR 0.1 MILE, THENCE SOUTH FOR 0.5 MILE TO THE MARK
 DN1154'ON THE RIGHT.
 DN1154'
 DN1154'AN 87 FOOT SIGNAL AT LAVON IS VISIBLE AT 37 FEET.
 DN1154'
 DN1154'A 74 FOOT SIGNAL AT ASTON IS VISIBLE AT 37 FEET.
 DN1154'
 DN1154'A 74 FOOT SIGNAL AT WYLIE IS VISIBLE AT 20 FEET.
 DN1154'
 DN1154'A 100 FOOT SIGNAL AT PLANO IS VISIBLE AT 37 FEET.
 DN1154'
 DN1154'A 4 FOOT SIGNAL AT ALLEN IS VISIBLE AT 64 FEET.
 DN1154'
 DN1154'A 74 FOOT SIGNAL AT WETSEL IS VISIBLE AT 37 FEET.
 DN1154'
 DN1154'A 100 FOOT SIGNAL AT NEWSOME 1935 IS VISIBLE AT 37 FEET.
 DN1154'
 DN1154'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DN1154
 DN1154                          STATION RECOVERY (1955)
 DN1154
 DN1154'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1154'STATION RECOVERED.  STATION IS ON OLD LUCAS SCHOOL GROUNDS.
 DN1154'51.6 FT SOUTH OF CENTERLINE F.M. 1378 AND 117.9 FT FROM R.M.
 DN1154'2 RECOVERED.
 DN1154
 DN1154                          STATION RECOVERY (1991)
 DN1154
 DN1154'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2195 ***********************************************************************
 BL2195  DESIGNATION -  LUCE
 BL2195  PID         -  BL2195
 BL2195  STATE/COUNTY-  TX/HARRIS
 BL2195  USGS QUAD   -  HUFFMAN (1980)
 BL2195
 BL2195                         *CURRENT SURVEY CONTROL
 BL2195  ___________________________________________________________________
 BL2195* NAD 83(1993)-  30 03 37.44060(N)    095 06 27.62741(W)     ADJUSTED  
 BL2195* NAVD 88     -        26.43   (+/-2cm)      86.7    (feet)  VERTCON   
 BL2195  ___________________________________________________________________
 BL2195  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BL2195  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2195
 BL2195  HORZ ORDER  -  FIRST
 BL2195  VERT ORDER  -  THIRD ? (See Below)
 BL2195
 BL2195.The horizontal coordinates were established by classical geodetic methods
 BL2195.and adjusted by the National Geodetic Survey in February 1996..
 BL2195
 BL2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2195.The vertical order pertains to the NGVD 29 superseded value.
 BL2195
 BL2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2195
 BL2195.The geoid height was determined by GEOID03.
 BL2195
 BL2195;                    North         East     Units Scale Factor Converg.
 BL2195;SPC TXSC     - 4,253,068.985   975,237.797   MT  0.99994320   +1 54 24.8
 BL2195;SPC TXSC     -13,953,610.49  3,199,592.67   sFT  0.99994320   +1 54 24.8
 BL2195;UTM  15      - 3,327,350.693   296,819.910   MT  1.00010934   -1 03 22.0
 BL2195
 BL2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2195!SPC TXSC     -   1.00000017  x   0.99994320  =   0.99994337
 BL2195!UTM  15      -   1.00000017  x   1.00010934  =   1.00010951
 BL2195
 BL2195|---------------------------------------------------------------------|
 BL2195| PID    Reference Object                     Distance      Geod. Az  |
 BL2195|                                                           dddmmss.s |
 BL2195| CV7904 LUCE RM 1                            27.143 METERS 00128     |
 BL2195| BL2194 HUFFMAN RM 2                        APPROX. 6.4 KM 1674122.6 |
 BL2195| CV7905 LUCE RM 2                            25.630 METERS 25203     |
 BL2195|---------------------------------------------------------------------|
 BL2195
 BL2195                          SUPERSEDED SURVEY CONTROL
 BL2195
 BL2195  NAD 83(1986)-  30 03 37.45599(N)    095 06 27.60970(W) AD(       ) 1
 BL2195  NAD 27      -  30 03 36.67316(N)    095 06 26.86630(W) AD(       ) 1
 BL2195  NGVD 29 (07/19/86)   26.43   (m)           86.7    (f) LEVELING    3  
 BL2195
 BL2195.Superseded values are not recommended for survey control.
 BL2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2195.See file dsdata.txt to determine how the superseded data were derived.
 BL2195
 BL2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9682027351(NAD 83)
 BL2195_MARKER: DS = TRIANGULATION STATION DISK
 BL2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2195_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2195
 BL2195  HISTORY     - Date     Condition        Report By
 BL2195  HISTORY     - 1968     MONUMENTED       CGS
 BL2195  HISTORY     - 19971115 GOOD             USPSQD
 BL2195
 BL2195                          STATION DESCRIPTION
 BL2195
 BL2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2195'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 BL2195'
 BL2195'THE STATION IS LOCATED ABOUT 10-1/4 MILES NORTHEAST OF HUMBLE,
 BL2195'3-1/2 MILES NORTH-NORTHEAST OF WHERE FARM ROAD 1960 CROSSES OVER
 BL2195'LAKE HOUSTON, 3-1/4 MILES NORTHWEST OF HUFFMAN AND ON PROPERTY OF
 BL2195'THE CHAMPION PAPER COMPANY.
 BL2195'
 BL2195'TO REACH THE STATION FROM THE POST OFFICE IN HUFFMAN, GO NORTH ON
 BL2195'THE CROSBY-HUFFMAN ROAD FOR 2.4 MILES TO A T-ROAD.  TURN LEFT AND GO
 BL2195'WEST ON THE HUFFMAN-NEW CANEY ROAD FOR 0.7 MILE TO A BRIDGE OVER
 BL2195'LUCES BAYOU.  CONTINUE WEST AND NORTH ON THE HUFFMAN-NEW CANEY
 BL2195'ROAD FOR 0.65 MILE TO A SIDE ROAD LEFT.  CONTINUE NORTH ON THE
 BL2195'HUFFMAN-NEW CANEY ROAD FOR 0.05 MILE TO A WIRE GATE ON THE LEFT
 BL2195'AND THE STATION.
 BL2195'
 BL2195'THE STATION MARK IS A STANDARD DISK STAMPED LUCE 1968, SET IN THE TOP
 BL2195'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 BL2195'ABOVE THE GROUND.  IT IS 85 FEET WEST-SOUTHWEST OF THE CENTER OF
 BL2195'THE HUFFMAN-NEW CANEY ROAD, 81 FEET NORTHWEST OF A FENCE CORNER,
 BL2195'41 FEET SOUTHWEST OF THE SOUTH GATE POST OF THE WIRE GATE, 33
 BL2195'FEET EAST-SOUTHEAST OF A 16-INCH PINE TREE AND 5.8 FEET
 BL2195'EAST-NORTHEAST OF A METAL WITNESS POST.
 BL2195'
 BL2195'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LUCE NO 1 1968, SET IN
 BL2195'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 BL2195'INCHES ABOVE THE GROUND.  IT IS 49 FEET WEST-SOUTHWEST OF THE
 BL2195'CENTER OF THE HUFFMAN-NEW CANEY ROAD, 49 FEET NORTH-NORTHWEST OF
 BL2195'THE NORTH GATE POST OF THE WIRE GATE, 47 FEET SOUTH OF A POWER
 BL2195'LINE POLE AND 1.3 FEET WEST-SOUTHWEST OF A WIRE FENCE.
 BL2195'
 BL2195'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LUCE NO 2 1968, SET IN
 BL2195'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 BL2195'INCHES ABOVE THE GROUND.  IT IS 78.5 FEET WEST-SOUTHWEST OF THE METAL
 BL2195'WITNESS POST, 31 FEET NORTH-NORTHWEST OF A WIRE FENCE, 16 FEET
 BL2195'SOUTHEAST OF AN 18-INCH PINE TREE, 10 FEET NORTHEAST OF A 20-INCH
 BL2195'PINE TREE AND 6 FEET SOUTH-SOUTHEAST OF THE CENTER OF A DIM TRACK
 BL2195'ROAD.
 BL2195'
 BL2195'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BL2195
 BL2195                          STATION RECOVERY (1997)
 BL2195
 BL2195'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2761 ***********************************************************************
 BY2761  DESIGNATION -  LUCE
 BY2761  PID         -  BY2761
 BY2761  STATE/COUNTY-  TX/HOUSTON
 BY2761  USGS QUAD   -  GRAPELAND (1951)
 BY2761
 BY2761                         *CURRENT SURVEY CONTROL
 BY2761  ___________________________________________________________________
 BY2761* NAD 83(1993)-  31 26 21.89054(N)    095 23 43.25144(W)     ADJUSTED  
 BY2761* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 BY2761  ___________________________________________________________________
 BY2761  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BY2761  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY2761
 BY2761  HORZ ORDER  -  FIRST
 BY2761
 BY2761.The horizontal coordinates were established by classical geodetic methods
 BY2761.and adjusted by the National Geodetic Survey in February 1996..
 BY2761
 BY2761.The orthometric height was scaled from a topographic map.
 BY2761
 BY2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2761
 BY2761.The geoid height was determined by GEOID03.
 BY2761
 BY2761;                    North         East     Units Scale Factor Converg.
 BY2761;SPC TX C     - 3,206,936.732 1,169,226.371   MT  0.99991087   +2 32 36.1
 BY2761;SPC TX C     -10,521,424.93  3,836,036.85   sFT  0.99991087   +2 32 36.1
 BY2761;UTM  15      - 3,480,784.696   272,350.427   MT  1.00023925   -1 14 59.8
 BY2761
 BY2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2761!SPC TX C     -   0.99998050  x   0.99991087  =   0.99989138
 BY2761!UTM  15      -   0.99998050  x   1.00023925  =   1.00021975
 BY2761
 BY2761|---------------------------------------------------------------------|
 BY2761| PID    Reference Object                     Distance      Geod. Az  |
 BY2761|                                                           dddmmss.s |
 BY2761| CV7902 LUCE RM 1                            26.953 METERS 16451     |
 BY2761| CV7901 LUCE AZ MK                                         2010606.6 |
 BY2761| BY2759 CROCKETT MUNICIPAL TANK             APPROX.14.5 KM 2032156.5 |
 BY2761| BY2760 CROCKETT COTTON OIL MILL TANK       APPROX.15.3 KM 2035054.3 |
 BY2761| CV7903 LUCE RM 2                            28.709 METERS 26508     |
 BY2761| BY2762 GRAPELAND MUNICIPAL TANK            APPROX. 9.8 KM 3065737.2 |
 BY2761|---------------------------------------------------------------------|
 BY2761
 BY2761                          SUPERSEDED SURVEY CONTROL
 BY2761
 BY2761  NAD 83(1986)-  31 26 21.90122(N)    095 23 43.23741(W) AD(       ) 1
 BY2761  NAD 27      -  31 26 21.25700(N)    095 23 42.42900(W) AD(       ) 1
 BY2761
 BY2761.Superseded values are not recommended for survey control.
 BY2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2761.See file dsdata.txt to determine how the superseded data were derived.
 BY2761
 BY2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7235080785(NAD 83)
 BY2761_MARKER: DS = TRIANGULATION STATION DISK
 BY2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2761
 BY2761  HISTORY     - Date     Condition        Report By
 BY2761  HISTORY     - 1942     MONUMENTED       CGS
 BY2761  HISTORY     - 1944     GOOD             TXHD
 BY2761
 BY2761                          STATION DESCRIPTION
 BY2761
 BY2761'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2761'STATION IS ABOUT 8.5 MILES NNE OF CROCKETT ON THE TOP OF A
 BY2761'CLEARED HILL, ON LAND OWNED BY J.R. LUCE AND OCCUPIED BY DOC.
 BY2761'STUBBLEFIELD, 46 FEET S OF THE S GABLE OF THE HOUSE, 42 FEET
 BY2761'NW OF A FENCE, 72 FEET NW OF THE CENTER LINE OF A DIRT ROAD
 BY2761'AND 48 FEET W OF A TRIANGLE BLAZED WALNUT TREE.  IT IS STAMPED
 BY2761'LUCE 1942, AND PROJECTS ABOUT 12 INCHES.
 BY2761'
 BY2761'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2761'BRONZE DISKS SET IN CONCRETE.
 BY2761'
 BY2761'REFERENCE MARK NO. 1 IS 30 FEET W OF THE CENTER LINE OF THE
 BY2761'DIRT ROAD, 2.5 FEET N OF A WHITE REFERENCE POST AND 0.5 FOOT
 BY2761'W OF A FENCE.  IT IS STAMPED LUCE NO. 1 1942, AND PROJECTS
 BY2761'ABOUT 4 INCHES.
 BY2761'
 BY2761'REFERENCE MARK NO. 2 IS 1 FOOT E OF A FENCE.  IT IS STAMPED LUCE
 BY2761'NO. 2 1942, AND PROJECTS ABOUT 6 INCHES.
 BY2761'
 BY2761'THE AZIMUTH MARK IS ABOUT 300 YARDS N OF A CEMETERY, 15 FEET W
 BY2761'OF THE CENTER LINE OF A DIRT ROAD, 3 FEET N OF A WHITE REFERENCE
 BY2761'POST AND 1 FOOT W OF A FENCE.  IT IS STAMPED LUCE 1942, AND
 BY2761'PROJECTS ABOUT 12 INCHES.
 BY2761'
 BY2761'TO REACH THE STATION FROM THE POST OFFICE IN CROCKETT, GO N
 BY2761'ON 6TH STREET AND GRAVEL ROAD INTO WHICH IT RUNS, FOR 8.5 MILES
 BY2761'TO A CROSS ROAD, TURN LEFT AND FOLLOW DIRT ROAD FOR 1.2 MILES TO
 BY2761'THE AZIMUTH MARK ON THE LEFT NEAR A CEMETERY, CONTINUE ON DIRT
 BY2761'ROAD FOR 0.6 MILE TO THE STUBBLEFIELD HOUSE ON THE LEFT AND
 BY2761'STATION.
 BY2761'
 BY2761'A 50-FOOT SIGNAL AT DENSON IS VISIBLE AT 90 FEET.
 BY2761'
 BY2761'A 4-FOOT SIGNAL AT SLOAN IS VISIBLE AT 77 FEET.
 BY2761'
 BY2761'A 90-FOOT SIGNAL AT PINE SPRINGS IS VISIBLE AT 77 FEET.
 BY2761'
 BY2761'A 103-FOOT SIGNAL AT CENTER IS VISIBLE AT 50 FEET.
 BY2761'
 BY2761'A 90-FOOT SIGNAL AT THOMPSON IS VISIBLE AT 50 FEET.
 BY2761'
 BY2761'A 100-FOOT SIGNAL AT BRUMBERG IS VISIBLE AT 77 FEET.
 BY2761'
 BY2761'A 90-FOOT SIGNAL AT CROCKETT MAGNETIC IS VISIBLE AT 77 FEET.
 BY2761'
 BY2761'A 64-FOOT SIGNAL AT WECHES IS VISIBLE AT 77 FEET.
 BY2761
 BY2761                          STATION RECOVERY (1944)
 BY2761
 BY2761'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1944 (GC)
 BY2761'ORIGINAL DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2312 ***********************************************************************
 AN2312  DESIGNATION -  LUCK
 AN2312  PID         -  AN2312
 AN2312  STATE/COUNTY-  TX/ARANSAS
 AN2312  USGS QUAD   -  ST CHARLES BAY SW (1952)
 AN2312
 AN2312                         *CURRENT SURVEY CONTROL
 AN2312  ___________________________________________________________________
 AN2312* NAD 83(1993)-  28 01 20.40928(N)    096 57 51.38228(W)     ADJUSTED  
 AN2312* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2312  ___________________________________________________________________
 AN2312  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AN2312  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN2312
 AN2312  HORZ ORDER  -  SECOND
 AN2312
 AN2312.The horizontal coordinates were established by classical geodetic methods
 AN2312.and adjusted by the National Geodetic Survey in February 1996..
 AN2312
 AN2312.The orthometric height was scaled from a topographic map.
 AN2312
 AN2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2312
 AN2312.The geoid height was determined by GEOID03.
 AN2312
 AN2312;                    North         East     Units Scale Factor Converg.
 AN2312;SPC TXSC     - 4,022,690.890   800,211.169   MT  1.00012317   +0 59 50.4
 AN2312;SPC TXSC     -13,197,778.36  2,625,359.48   sFT  1.00012317   +0 59 50.4
 AN2312;SPC TX S     - 5,261,921.635   451,030.155   MT  1.00005331   +0 41 50.0
 AN2312;SPC TX S     -17,263,487.90  1,479,754.77   sFT  1.00005331   +0 41 50.0
 AN2312;UTM  14      - 3,101,347.525   700,140.232   MT  1.00009442   +0 57 24.2
 AN2312
 AN2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2312!SPC TXSC     -   1.00000406  x   1.00012317  =   1.00012723
 AN2312!SPC TX S     -   1.00000406  x   1.00005331  =   1.00005737
 AN2312!UTM  14      -   1.00000406  x   1.00009442  =   1.00009848
 AN2312
 AN2312|---------------------------------------------------------------------|
 AN2312| PID    Reference Object                     Distance      Geod. Az  |
 AN2312|                                                           dddmmss.s |
 AN2312| CV6518 LUCK RM 1                            32.100 METERS 24054     |
 AN2312| AH1123 ARANSAS BAY LIGHT 97                APPROX. 8.7 KM 2414656.8 |
 AN2312| AN2093 ARANSAS BAY LIGHT 87                APPROX. 6.6 KM 2493517.5 |
 AN2312| AN2104 ARANSAS BAY LIGHT 75                APPROX. 4.6 KM 2654546.6 |
 AN2312| AN2098 ROCKPORT MUNCIPAL TANK              APPROX. 8.6 KM 2703623.2 |
 AN2312| AN2097 NINE MILE POINT LIGHT BEACON        APPROX. 5.5 KM 2721121.4 |
 AN2312| AN2099 ROCKPORT COURTHOUSE DOME            APPROX. 8.7 KM 2723637.5 |
 AN2312| CV6519 LUCK RM 2                            46.000 METERS 32226     |
 AN2312|---------------------------------------------------------------------|
 AN2312
 AN2312                          SUPERSEDED SURVEY CONTROL
 AN2312
 AN2312  NAD 83(1986)-  28 01 20.41560(N)    096 57 51.36146(W) AD(       ) 2
 AN2312  NAD 27      -  28 01 19.35000(N)    096 57 50.40100(W) AD(       ) 2
 AN2312
 AN2312.Superseded values are not recommended for survey control.
 AN2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2312.See file dsdata.txt to determine how the superseded data were derived.
 AN2312
 AN2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0014001348(NAD 83)
 AN2312_MARKER: DS = TRIANGULATION STATION DISK
 AN2312_SETTING: 0 = UNSPECIFIED SETTING
 AN2312
 AN2312  HISTORY     - Date     Condition        Report By
 AN2312  HISTORY     - 1934     MONUMENTED       CGS
 AN2312  HISTORY     - 1948     GOOD             CGS
 AN2312  HISTORY     - 1949     GOOD             CGS
 AN2312  HISTORY     - 1959     GOOD             CGS
 AN2312  HISTORY     - 1969     GOOD             CGS
 AN2312  HISTORY     - 1977     GOOD             NGS
 AN2312
 AN2312                          STATION DESCRIPTION
 AN2312
 AN2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2312'STATION IS LOCATED ABOUT 5 MILES E OF ROCKPORT, ON ST. JOSEPH
 AN2312'ISLAND.  IT IS ON A HIGH SHELL RIDGE, 120 METERS SE OF THE
 AN2312'HIGH-WATER LINE OF THE BAY, AND 80 METERS SE OF A SMALL
 AN2312'SLOUGH.  THE SURROUNDING COUNTRY IS MARSHY, BUT THERE IS
 AN2312'A SMALL AREA OF ABOUT 1/2 ACRE AROUND THE STATION WHICH IS
 AN2312'HIGH AND COVERED WITH A SPARSE GROWTH OF MESQUITE.
 AN2312'
 AN2312'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2312'SET IN CONCRETE.
 AN2312'
 AN2312'THE FOLLOWING MAGNETIC BEARING WAS TAKEN FROM THE STATION--ROCKPORT
 AN2312'COURTHOUSE, 273 DEG 00 MIN.
 AN2312'
 AN2312'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 AN2312
 AN2312                          STATION RECOVERY (1948)
 AN2312
 AN2312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2312'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AN2312'DESCRIPTION IS GOOD.
 AN2312
 AN2312                          STATION RECOVERY (1949)
 AN2312
 AN2312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN2312'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AN2312'PREVIOUS DESCRIPTION IS ADEQUATE AND COMPLETE.
 AN2312'
 AN2312'STATION MARK IS A BRONZE STATION DISK, STAMPED LUCK 1934,
 AN2312'SET IN TOP OF 12-INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AN2312'
 AN2312'R.M. 1 IS 32.10 METERS SW OF STATION.  IT IS A BRONZE REFERENCE
 AN2312'DISK, STAMPED LUCK NO 1 1934, SET IN TOP OF 12-INCH CONCRETE
 AN2312'MONUMENT SET FLUSH WITH THE GROUND.
 AN2312'
 AN2312'R.M. 2 IS 46.00 METERS NW OF STATION.  IT IS A BRONZE REFERENCE
 AN2312'DISK, STAMPED LUCK NO 2 1934, SET IN TOP OF 12-INCH CONCRETE
 AN2312'MONUMENT SET FLUSH WITH THE GROUND.
 AN2312
 AN2312                          STATION RECOVERY (1959)
 AN2312
 AN2312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WMG)
 AN2312'STATION RECOVERED IN GOOD CONDITION.
 AN2312
 AN2312                          STATION RECOVERY (1969)
 AN2312
 AN2312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2312'THIS STATION WAS NOT VISITED AT THIS TIME.  AN OIL COMPANY
 AN2312'EMPLOYEE STATED THAT STATION WAS VISITED BY THEIR CREW IN
 AN2312'1968 AND FOUND ALL MARKS TO BE IN GOOD CONDITION.  A TARGET
 AN2312'WAS ERECTED OVER THE STATION MARK AT TIME OF RECOVERY.
 AN2312'
 AN2312'THE STATION CAN BE REACHED BY BOAT ONLY.
 AN2312'
 AN2312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 AN2312'EAST OF ROCKPORT
 AN2312
 AN2312                          STATION RECOVERY (1977)
 AN2312
 AN2312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2312'STATION MARK, REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN GOOD
 AN2312'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND LYING IN THE WATER
 AN2312'DESTROYED.  A BEARING WAS TAKEN FROM RED AND WHITE CHECKERED WATER
 AN2312'TANK NE OF ROCKPORT IT WAS 58 DEG, AND ONE TO THE LEFT OF THE
 AN2312'CENTER OF BRIDGE WAS 92 DEG.  STATION WAS REACHED BY BOAT, MR. BOB
 AN2312'KELLEY, ENCINO APTS NO. 8, INGLESIDE, TEXAS PHONE NO.
 AN2312'512-776-7265, WAS THE BOATMAN.
 AN2312'
 AN2312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES E
 AN2312'OF ROCKPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0653 ***********************************************************************
 BN0653  DESIGNATION -  LUCKEN
 BN0653  PID         -  BN0653
 BN0653  STATE/COUNTY-  TX/GILLESPIE
 BN0653  USGS QUAD   -  CAIN CITY (1963)
 BN0653
 BN0653                         *CURRENT SURVEY CONTROL
 BN0653  ___________________________________________________________________
 BN0653* NAD 83(1993)-  30 13 31.42898(N)    098 48 13.26519(W)     ADJUSTED  
 BN0653* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 BN0653  ___________________________________________________________________
 BN0653  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 BN0653  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BN0653
 BN0653  HORZ ORDER  -  SECOND
 BN0653
 BN0653.The horizontal coordinates were established by classical geodetic methods
 BN0653.and adjusted by the National Geodetic Survey in February 1996..
 BN0653
 BN0653.The orthometric height was scaled from a topographic map.
 BN0653
 BN0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0653
 BN0653.The geoid height was determined by GEOID03.
 BN0653
 BN0653;                    North         East     Units Scale Factor Converg.
 BN0653;SPC TX C     - 3,062,951.835   847,246.778   MT  0.99997275   +0 47 16.3
 BN0653;SPC TX C     -10,049,034.48  2,779,675.47   sFT  0.99997275   +0 47 16.3
 BN0653;SPC TXSC     - 4,265,130.012   618,898.459   MT  0.99998378   +0 05 46.2
 BN0653;SPC TXSC     -13,993,180.71  2,030,502.69   sFT  0.99998378   +0 05 46.2
 BN0653;UTM  14      - 3,343,777.880   518,891.233   MT  0.99960440   +0 05 55.8
 BN0653
 BN0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0653!SPC TX C     -   0.99992830  x   0.99997275  =   0.99990105
 BN0653!SPC TXSC     -   0.99992830  x   0.99998378  =   0.99991208
 BN0653!UTM  14      -   0.99992830  x   0.99960440  =   0.99953273
 BN0653
 BN0653|---------------------------------------------------------------------|
 BN0653| PID    Reference Object                     Distance      Geod. Az  |
 BN0653|                                                           dddmmss.s |
 BN0653| CV5574 LUCKEN RM 1                          11.458 METERS 09204     |
 BN0653| CV4293 F 203                                              0925336.4 |
 BN0653| BN0654 K 464 RESET                          43.224 METERS 27223     |
 BN0653| BN0668 FREDERICKSBURG C TEX ELEC MAST      APPROX.10.5 KM 3260251.8 |
 BN0653|---------------------------------------------------------------------|
 BN0653
 BN0653                          SUPERSEDED SURVEY CONTROL
 BN0653
 BN0653  NAD 83(1986)-  30 13 31.43827(N)    098 48 13.25093(W) AD(       ) 2
 BN0653  NAD 27      -  30 13 30.70940(N)    098 48 12.11520(W) AD(       ) 2
 BN0653
 BN0653.Superseded values are not recommended for survey control.
 BN0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0653.See file dsdata.txt to determine how the superseded data were derived.
 BN0653
 BN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1889143778(NAD 83)
 BN0653_MARKER: DS = TRIANGULATION STATION DISK
 BN0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0653
 BN0653  HISTORY     - Date     Condition        Report By
 BN0653  HISTORY     - 1956     MONUMENTED       CGS
 BN0653  HISTORY     - 1965     GOOD             BGAS
 BN0653  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0653
 BN0653                          STATION DESCRIPTION
 BN0653
 BN0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0653'THE STATION IS ABOUT 5 MILES SOUTHEAST OF FREDERICKSBURG,
 BN0653'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 290.  IT IS 60 FEET NORTH
 BN0653'OF THE CENTER OF THE HIGHWAY, 67 FEET EAST OF A POWERLINE
 BN0653'POLE, 6 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST
 BN0653'AND 4 FEET SOUTH OF A FENCE.
 BN0653'
 BN0653'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BN0653'87 AND 290 IN THE SOUTHEAST PART OF FREDERICKSBURG, GO SOUTHEAST
 BN0653'ON HIGHWAY 290 FOR 5.3 MILES TO THE STATION ON THE LEFT.
 BN0653'CONTINUE EAST ON THE HIGHWAY FOR 0.5 MILE TO THE AZIMUTH
 BN0653'MARK ON THE LEFT.
 BN0653'
 BN0653'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BN0653'LUCKEN 1956.
 BN0653'
 BN0653'REFERENCE MARK 1 IS 60 FEET NORTH OF THE CENTER OF THE HIGHWAY
 BN0653'AND 4 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 2 INCHES,
 BN0653'AND THE DISK IS STAMPED LUCKEN NO 1 1956.
 BN0653'
 BN0653'BENCH MARK K 464 IS 61 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 BN0653'6 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST AND 3
 BN0653'FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 5 INCHES, AND
 BN0653'THE DISK IS STAMPED K 464 1953 RESET 1956.
 BN0653'
 BN0653'BENCH MARK F 203 IS 64 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 BN0653'10 FEET SOUTH OF A POWERLINE POLE, 3 FEET EAST OF A 4 IN X
 BN0653'4 IN WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE
 BN0653'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED F 203 1955.
 BN0653
 BN0653                          STATION RECOVERY (1965)
 BN0653
 BN0653'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 BN0653'STATION WAS VISITED JULY 28 AND ALL MARKS WERE FOUND IN
 BN0653'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT AND
 BN0653'ADEQUATE.
 BN0653
 BN0653                          STATION RECOVERY (1993)
 BN0653
 BN0653'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7290 ***********************************************************************
 AC7290  DESIGNATION -  LUCY SEC
 AC7290  PID         -  AC7290
 AC7290  STATE/COUNTY-  TX/LAMPASAS
 AC7290  USGS QUAD   -  RUMLEY (1979)
 AC7290
 AC7290                         *CURRENT SURVEY CONTROL
 AC7290  ___________________________________________________________________
 AC7290* NAD 83(1993)-  31 10 15.36859(N)    098 07 11.51044(W)     ADJUSTED  
 AC7290* NAVD 88     -       353.7    (meters)    1160.     (feet)  VERTCON   
 AC7290  ___________________________________________________________________
 AC7290  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 AC7290  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AC7290
 AC7290  HORZ ORDER  -  THIRD
 AC7290
 AC7290.The horizontal coordinates were established by classical geodetic methods
 AC7290.and adjusted by the National Geodetic Survey in March 1997..
 AC7290
 AC7290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7290
 AC7290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7290
 AC7290.The geoid height was determined by GEOID03.
 AC7290
 AC7290;                    North         East     Units Scale Factor Converg.
 AC7290;SPC TX C     - 3,168,855.283   910,979.776   MT  0.99988610   +1 08 24.2
 AC7290;SPC TX C     -10,396,486.04  2,988,772.82   sFT  0.99988610   +1 08 24.2
 AC7290;UTM  14      - 3,448,879.610   583,874.407   MT  0.99968677   +0 27 20.1
 AC7290
 AC7290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7290!SPC TX C     -   0.99994855  x   0.99988610  =   0.99983465
 AC7290!UTM  14      -   0.99994855  x   0.99968677  =   0.99963533
 AC7290
 AC7290                          SUPERSEDED SURVEY CONTROL
 AC7290
 AC7290  NGVD 29 (03/17/97)  353.6    (m)         1160.     (f) VERT ANG       
 AC7290
 AC7290.Superseded values are not recommended for survey control.
 AC7290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7290.See file dsdata.txt to determine how the superseded data were derived.
 AC7290
 AC7290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8387448880(NAD 83)
 AC7290_MARKER: DS = TRIANGULATION STATION DISK
 AC7290
 AC7290  HISTORY     - Date     Condition        Report By
 AC7290  HISTORY     - 1953     MONUMENTED       USGS
 AC7290
 AC7290                          STATION DESCRIPTION
 AC7290
 AC7290'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7290'THE STATION IS LOCATED APPROXIMATELY 7 MI. N-NE. OF LAMPASAS, TEXAS,
 AC7290'ON A SHEEP RANCH OWNED BY HOWARD SPIVEY, ON THE SW. END OF A RIDGE,
 AC7290'AND APPROXIMATELY 0.4 MI. NE. OF THE SPIVEY RESIDENCE.  THE STATION IS
 AC7290'AT THE CENTER OF A SMALL FLAT TOP, WHICH IS APPROXIMATELY 800 FT. SW.
 AC7290'OF A SLIGHTLY HIGHER BRUSHY TOP NE.
 AC7290'TO REACH THE STATION FROM THE COURTHOUSE SQUARE AT LAMPASAS, GO 4
 AC7290'BLOCKS W. TO KEY AVE., TURN RIGHT (N.) AND GO 1.4 MI. TO A
 AC7290'Y-INTERSECTION OF U.S. HIGHWAYS 190 AND 281.  TAKE U.S. HIGHWAY 281 N.
 AC7290'FOR 6.5 MI. TO THE CROSS-INTERSECTION OF A GRADED GRAVELED RD. TURN
 AC7290'RIGHT (E.), ENTER A CATTLEGUARD ON THE GRAVELED RD. AND GO 2.7 MI. TO
 AC7290'A T-INTERSECTION.  TURN RIGHT (S.) AND GO 1.0 MI. TO A Y-INTERSECTION
 AC7290'AT THE MIDDLE OF A DOUBLE CURVE.  TURN LEFT (E.) ON A GRADED RD. AND
 AC7290'GO 0.85 MI. TO A WOODEN GATE AT THE NE. CORNER OF A BARN.  ENTER GATE
 AC7290'AND CONTINUE 0.15 MI. TO HOWARD SPIVEYS RESIDENCE. ENTER A WOODEN GATE
 AC7290'E. OF THE HOUSE AND TAKE A TRACK RD. E. FOR 0.3 MI. TO A
 AC7290'Y-INTERSECTION WITH A DIM TRACK RD.  TURN LEFT (N.) ON DIM TRACK RD.
 AC7290'AND GO 0.3 MI. TO THE TOP OF THE HILL AND THE STATION.
 AC7290'STATION MARK--A USGS TABLET STAMPED---LUCY 1953---, IN A CONCRETE POST
 AC7290'PROJECTING 5 IN.  STATION ELEVATION WAS STAMPED---VABM 1160---.
 AC7290'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2668 ***********************************************************************
 BY2668  DESIGNATION -  LUFKIN AIRPORT BEACON 12
 BY2668  PID         -  BY2668
 BY2668  STATE/COUNTY-  TX/ANGELINA
 BY2668  USGS QUAD   -  KELTYS (1980)
 BY2668
 BY2668                         *CURRENT SURVEY CONTROL
 BY2668  ___________________________________________________________________
 BY2668* NAD 83(1993)-  31 21 13.82488(N)    094 45 11.15425(W)     ADJUSTED  
 BY2668* NAVD 88     -                                                        
 BY2668  ___________________________________________________________________
 BY2668  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BY2668  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY2668
 BY2668  HORZ ORDER  -  THIRD
 BY2668
 BY2668.The horizontal coordinates were established by classical geodetic methods
 BY2668.and adjusted by the National Geodetic Survey in February 1996..
 BY2668
 BY2668
 BY2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2668
 BY2668.The geoid height was determined by GEOID03.
 BY2668
 BY2668;                    North         East     Units Scale Factor Converg.
 BY2668;SPC TX C     - 3,200,346.570 1,230,682.821   MT  0.99990059   +2 52 26.9
 BY2668;SPC TX C     -10,499,803.71  4,037,665.22   sFT  0.99990059   +2 52 26.9
 BY2668;UTM  15      - 3,470,145.042   333,247.740   MT  0.99994298   -0 54 44.6
 BY2668
 BY2668                          SUPERSEDED SURVEY CONTROL
 BY2668
 BY2668  NAD 83(1986)-  31 21 13.83560(N)    094 45 11.14079(W) AD(       ) 4
 BY2668  NAD 27      -  31 21 13.17000(N)    094 45 10.39000(W) AD(       ) 3
 BY2668
 BY2668.Superseded values are not recommended for survey control.
 BY2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2668.See file dsdata.txt to determine how the superseded data were derived.
 BY2668
 BY2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3324870145(NAD 83)
 BY2668_MARKER: 21 = AIRPORT BEACON
 BY2668
 BY2668  HISTORY     - Date     Condition        Report By
 BY2668  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2668  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 BY2668
 BY2668                          STATION DESCRIPTION
 BY2668
 BY2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2668'LOCATED IN THE NORTHWEST EDGE OF THE CITY, 0.5 MILE SOUTHWEST
 BY2668'OF THE Y JUNCTION OF U.S. HIGHWAY 69 AND STATE ROUTE 103 ABOUT
 BY2668'2.4 MILES NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 BY2668'ROUTE 94, IN THE NORTH SIDE OF THE AIRPORT ABOUT 200 FEET NORTH OF
 BY2668'THE FIELD OFFICE.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT
 BY2668'50 FEET HIGH WITH A REVOLVING LIGHT ON THE TOP.  POINT OBSERVED
 BY2668'UPON, REVOLVING LIGHT ON THE TOP OF THE STEEL STRUCTURE.
 BY2668
 BY2668                          STATION RECOVERY (2004)
 BY2668
 BY2668'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 BY2668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2643 ***********************************************************************
 BY2643  DESIGNATION -  LUFKIN CITY POL RAD KQDN MAST
 BY2643  PID         -  BY2643
 BY2643  STATE/COUNTY-  TX/ANGELINA
 BY2643  USGS QUAD   -  LUFKIN (1980)
 BY2643
 BY2643                         *CURRENT SURVEY CONTROL
 BY2643  ___________________________________________________________________
 BY2643* NAD 83(1993)-  31 21 35.69830(N)    094 43 39.10202(W)     ADJUSTED  
 BY2643* NAVD 88     -                                                        
 BY2643  ___________________________________________________________________
 BY2643  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BY2643  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY2643
 BY2643  HORZ ORDER  -  THIRD
 BY2643
 BY2643.The horizontal coordinates were established by classical geodetic methods
 BY2643.and adjusted by the National Geodetic Survey in February 1996..
 BY2643
 BY2643
 BY2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2643
 BY2643.The geoid height was determined by GEOID03.
 BY2643
 BY2643;                    North         East     Units Scale Factor Converg.
 BY2643;SPC TX C     - 3,201,141.586 1,233,078.560   MT  0.99990125   +2 53 14.4
 BY2643;SPC TX C     -10,502,412.02  4,045,525.24   sFT  0.99990125   +2 53 14.4
 BY2643;UTM  15      - 3,470,780.132   335,690.843   MT  0.99993300   -0 53 57.2
 BY2643
 BY2643                          SUPERSEDED SURVEY CONTROL
 BY2643
 BY2643  NAD 83(1986)-  31 21 35.70896(N)    094 43 39.08852(W) AD(       ) 4
 BY2643  NAD 27      -  31 21 35.04500(N)    094 43 38.33900(W) AD(       ) 3
 BY2643
 BY2643.Superseded values are not recommended for survey control.
 BY2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2643.See file dsdata.txt to determine how the superseded data were derived.
 BY2643
 BY2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3569170780(NAD 83)
 BY2643_MARKER: 42 = RADIO/TV MAST
 BY2643
 BY2643  HISTORY     - Date     Condition        Report By
 BY2643  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2643  HISTORY     - 20040205 MARK NOT FOUND   USPSQD
 BY2643
 BY2643                          STATION DESCRIPTION
 BY2643
 BY2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2643'THE STATION IS THE RADIO RELAY MAST OF THE CITY POLICE DEPARTMENT
 BY2643'STATION K.Q.D.N. OF LUFKIN.  IT IS LOCATED ON A PROMINENT
 BY2643'WOODED HILL IN THE NORTH PART OF THE CITY AND IN THE JONES
 BY2643'LAKE SECTION, 0.6 MILE NORTHEAST OF THE INTERSECTION OF LEACH AND
 BY2643'SAYERS STREETS AND 0.2 MILE EAST OF LAKEVIEW STREET.  IT IS
 BY2643'A STEEL POLE PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 BY2643'ABOUT 200 FEET HIGH WITH A CROSS ARM ON THE TOP WITH A RED
 BY2643'LIGHT ON EACH END OF THE CROSS ARM.  POINT OBSERVED UPON, TOP
 BY2643'OF THE STEEL POLE, AT THE JUNCTION WITH THE SHORT CROSS ARM.
 BY2643
 BY2643                          STATION RECOVERY (2004)
 BY2643
 BY2643'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY2643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3610 ***********************************************************************
 DH3610  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3610  DESIGNATION -  LUFKIN CORS ARP
 DH3610  CORS_ID     -  TXLF
 DH3610  PID         -  DH3610
 DH3610  STATE/COUNTY-  TX/ANGELINA
 DH3610  USGS QUAD   -  LUFKIN (1980)
 DH3610
 DH3610                         *CURRENT SURVEY CONTROL
 DH3610  ___________________________________________________________________
 DH3610* NAD 83(CORS)-  31 21 22.84347(N)    094 43 05.91281(W)     ADJUSTED  
 DH3610* NAVD 88     -                                                        
 DH3610  ___________________________________________________________________
 DH3610  EPOCH DATE  -        2002.00
 DH3610  X           -    -448,432.555 (meters)                     COMP
 DH3610  Y           -  -5,433,129.962 (meters)                     COMP
 DH3610  Z           -   3,299,736.746 (meters)                     COMP
 DH3610  ELLIP HEIGHT-          78.74  (meters)          (06/??/05) GPS OBS
 DH3610  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DH3610
 DH3610  HORZ ORDER  -  SPECIAL (CORS)
 DH3610  ELLP ORDER  -  SPECIAL (CORS)
 DH3610
 DH3610.ITRF positions are available for this station.
 DH3610.The coordinates were established by GPS observations
 DH3610.and adjusted by the National Geodetic Survey in June 2005..
 DH3610.The coordinates are valid at the epoch date displayed above.
 DH3610.The epoch date for horizontal control is a decimal equivalence
 DH3610.of Year/Month/Day.
 DH3610
 DH3610
 DH3610.The PID for the CORS L1 Phase Center is DH3611.
 DH3610
 DH3610.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3610
 DH3610.The ellipsoidal height was determined by GPS observations
 DH3610.and is referenced to NAD 83.
 DH3610
 DH3610.The geoid height was determined by GEOID03.
 DH3610
 DH3610;                    North         East     Units Scale Factor Converg.
 DH3610;SPC TX C     - 3,200,790.431 1,233,974.483   MT  0.99990086   +2 53 31.4
 DH3610;SPC TX C     -10,501,259.94  4,048,464.62   sFT  0.99990086   +2 53 31.4
 DH3610
 DH3610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3610!SPC TX C     -   0.99998764  x   0.99990086  =   0.99988850
 DH3610
 DH3610                          SUPERSEDED SURVEY CONTROL
 DH3610
 DH3610.No superseded survey control is available for this station.
 DH3610
 DH3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3656270371(NAD 83)
 DH3610_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3610
 DH3610                          STATION DESCRIPTION
 DH3610
 DH3610'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3610'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3610'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3610'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3610'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3610'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3611 ***********************************************************************
 DH3611  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3611  DESIGNATION -  LUFKIN CORS L1 PHASE CENTER
 DH3611  CORS_ID     -  TXLF
 DH3611  PID         -  DH3611
 DH3611  STATE/COUNTY-  TX/ANGELINA
 DH3611  USGS QUAD   -  LUFKIN (1980)
 DH3611
 DH3611                         *CURRENT SURVEY CONTROL
 DH3611  ___________________________________________________________________
 DH3611* NAD 83(CORS)-  31 21 22.84348(N)    094 43 05.91279(W)     ADJUSTED  
 DH3611* NAVD 88     -                                                        
 DH3611  ___________________________________________________________________
 DH3611  EPOCH DATE  -        2002.00
 DH3611  X           -    -448,432.560 (meters)                     COMP
 DH3611  Y           -  -5,433,130.021 (meters)                     COMP
 DH3611  Z           -   3,299,736.782 (meters)                     COMP
 DH3611  ELLIP HEIGHT-          78.81  (meters)          (06/??/05) GPS OBS
 DH3611  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DH3611
 DH3611  HORZ ORDER  -  SPECIAL (CORS)
 DH3611  ELLP ORDER  -  SPECIAL (CORS)
 DH3611
 DH3611.ITRF positions are available for this station.
 DH3611.The coordinates were established by GPS observations
 DH3611.and adjusted by the National Geodetic Survey in June 2005..
 DH3611.The coordinates are valid at the epoch date displayed above.
 DH3611.The epoch date for horizontal control is a decimal equivalence
 DH3611.of Year/Month/Day.
 DH3611
 DH3611
 DH3611.The PID for the CORS ARP is DH3610.
 DH3611
 DH3611.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3611
 DH3611.The ellipsoidal height was determined by GPS observations
 DH3611.and is referenced to NAD 83.
 DH3611
 DH3611.The geoid height was determined by GEOID03.
 DH3611
 DH3611;                    North         East     Units Scale Factor Converg.
 DH3611;SPC TX C     - 3,200,790.432 1,233,974.483   MT  0.99990086   +2 53 31.4
 DH3611;SPC TX C     -10,501,259.94  4,048,464.62   sFT  0.99990086   +2 53 31.4
 DH3611
 DH3611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3611!SPC TX C     -   0.99998762  x   0.99990086  =   0.99988849
 DH3611
 DH3611                          SUPERSEDED SURVEY CONTROL
 DH3611
 DH3611.No superseded survey control is available for this station.
 DH3611
 DH3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3656270371(NAD 83)
 DH3611_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3611
 DH3611                          STATION DESCRIPTION
 DH3611
 DH3611'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3611'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3611'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3611'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3611'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3611'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2666 ***********************************************************************
 BY2666  DESIGNATION -  LUFKIN EAST BASE
 BY2666  PID         -  BY2666
 BY2666  STATE/COUNTY-  TX/ANGELINA
 BY2666  USGS QUAD   -  KELTYS (1980)
 BY2666
 BY2666                         *CURRENT SURVEY CONTROL
 BY2666  ___________________________________________________________________
 BY2666* NAD 83(1993)-  31 21 39.62655(N)    094 45 41.57242(W)     ADJUSTED  
 BY2666* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 BY2666  ___________________________________________________________________
 BY2666  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BY2666  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY2666
 BY2666  HORZ ORDER  -  SECOND
 BY2666
 BY2666.The horizontal coordinates were established by classical geodetic methods
 BY2666.and adjusted by the National Geodetic Survey in February 1996..
 BY2666
 BY2666.The orthometric height was scaled from a topographic map.
 BY2666
 BY2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2666
 BY2666.The geoid height was determined by GEOID03.
 BY2666
 BY2666;                    North         East     Units Scale Factor Converg.
 BY2666;SPC TX C     - 3,201,099.877 1,229,840.161   MT  0.99990137   +2 52 11.3
 BY2666;SPC TX C     -10,502,275.18  4,034,900.59   sFT  0.99990137   +2 52 11.3
 BY2666;UTM  15      - 3,470,952.389   332,456.635   MT  0.99994624   -0 55 01.1
 BY2666
 BY2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2666!SPC TX C     -   0.99998782  x   0.99990137  =   0.99988919
 BY2666!UTM  15      -   0.99998782  x   0.99994624  =   0.99993406
 BY2666
 BY2666|---------------------------------------------------------------------|
 BY2666| PID    Reference Object                     Distance      Geod. Az  |
 BY2666|                                                           dddmmss.s |
 BY2666| CV7912 LUFKIN EAST BASE RM 1                25.564 METERS 20508     |
 BY2666| CV7911 LUFKIN EAST BASE AZ MK                             2840505.7 |
 BY2666| CV7913 LUFKIN EAST BASE RM 2                31.909 METERS 29435     |
 BY2666|---------------------------------------------------------------------|
 BY2666
 BY2666                          SUPERSEDED SURVEY CONTROL
 BY2666
 BY2666  NAD 83(1986)-  31 21 39.63736(N)    094 45 41.55897(W) AD(       ) 2
 BY2666  NAD 27      -  31 21 38.97500(N)    094 45 40.80500(W) AD(       ) 2
 BY2666
 BY2666.Superseded values are not recommended for survey control.
 BY2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2666.See file dsdata.txt to determine how the superseded data were derived.
 BY2666
 BY2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3245770952(NAD 83)
 BY2666_MARKER: DS = TRIANGULATION STATION DISK
 BY2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2666
 BY2666  HISTORY     - Date     Condition        Report By
 BY2666  HISTORY     - 1949     MONUMENTED       CGS
 BY2666  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2666
 BY2666                          STATION DESCRIPTION
 BY2666
 BY2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2666'THE STATION IS LOCATED ABOUT 2.5 MILES AIRLINE NORTHWEST OF
 BY2666'LUFKIN IN THE WEST V FORMED BY THE INTERSECTION OF U.S.
 BY2666'HIGHWAY 69 AND STATE ROUTE NO 103.  IT IS ABOUT 0.1 MILE
 BY2666'NORTHWEST OF THE NORTHWEST CORNER OF THE CHERRY TRAILER COURT,
 BY2666'42.5 FEET NORTH OF THE CENTER OF STATE ROUTE NO 103 AND 10
 BY2666'FEET SOUTH OF FENCE LINE.  IT IS STAMPED LUFKIN E BASE 1948
 BY2666'AND SET FLUSH WITH THE GROUND SURFACE.
 BY2666'
 BY2666'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, 41
 BY2666'FEET SOUTH OF THE CENTER OF STATE ROUTE NO 103 AND 1 FOOT NORTH
 BY2666'OF FENCE LINE.  IT IS STAMPED LUFKIN E BASE NO 1 1948 AND PROJECTS
 BY2666'3 INCHES.
 BY2666'
 BY2666'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 53 FEET
 BY2666'NORTH OF THE CENTER OF STATE ROUTE NO 103 AND 1 FOOT SOUTH
 BY2666'OF FENCE LINE.  IT IS STAMPED LUFKIN E BASE NO 2 1948 AND PROJECTS
 BY2666'2 INCHES.
 BY2666'
 BY2666'THE AZIMUTH MARK IS ABOUT 0.45 MILE WEST-NORTHWEST OF THE
 BY2666'STATION, SET IN THE EAST END OF THE NORTH END OF A CONCRETE
 BY2666'CULVERT, 21 FEET NORTH OF THE CENTER OF STATE ROUTE NO 103 AND
 BY2666'1 FOOT WEST OF THE EAST END OF THE HEADWALL.  IT IS STAMPED
 BY2666'LUFKIN E BASE 1948 AND SET FLUSH WITH THE CONCRETE SURFACE.
 BY2666'TO REACH FROM THE STATION, GO NORTHWEST ON STATE ROUTE 103
 BY2666'FOR 0.45 MILES TO THE MARK ON THE NORTH SIDE IN CONCRETE
 BY2666'CULVERT HEADWALL.
 BY2666'
 BY2666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 BY2666'AND STATE ROUTE 94 AT THE LUFKIN TRAILER FACTORY, GO NORTHWEST
 BY2666'ON U.S. HIGHWAY 69 FOR 2.4 MILES TO FORKS AND JUNCTION WITH
 BY2666'STATE ROUTE 103, BEAR LEFT AND GO NORTHWEST ON STATE ROUTE 103
 BY2666'FOR 0.2 MILE TO THE MARK ON THE NORTH SIDE.
 BY2666'
 BY2666'A 100 FOOT SIGNAL AT STATION UNION IS VISIBLE AT 37 FEET
 BY2666'
 BY2666'A 100 FOOT SIGNAL AT STATION LUFKIN W. BASE IS VISIBLE AT 4 FEET
 BY2666'
 BY2666'AN 87 FOOT SIGNAL AT STATION CENTRAL IS VISIBLE AT 64 FEET
 BY2666'
 BY2666'A 74 FOOT SIGNAL AT STATION BERRY IS VISIBLE AT 77 FEET.
 BY2666'
 BY2666'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BY2666
 BY2666                          STATION RECOVERY (1998)
 BY2666
 BY2666'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2648 ***********************************************************************
 BY2648  DESIGNATION -  LUFKIN NORTH MUNICIPAL TANK
 BY2648  PID         -  BY2648
 BY2648  STATE/COUNTY-  TX/ANGELINA
 BY2648  USGS QUAD   -  LUFKIN (1980)
 BY2648
 BY2648                         *CURRENT SURVEY CONTROL
 BY2648  ___________________________________________________________________
 BY2648* NAD 83(1993)-  31 21 20.05095(N)    094 43 31.37531(W)     ADJUSTED  
 BY2648* NAVD 88     -                                                        
 BY2648  ___________________________________________________________________
 BY2648  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BY2648  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY2648
 BY2648  HORZ ORDER  -  THIRD
 BY2648
 BY2648.The horizontal coordinates were established by classical geodetic methods
 BY2648.and adjusted by the National Geodetic Survey in February 1996..
 BY2648
 BY2648
 BY2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2648
 BY2648.The geoid height was determined by GEOID03.
 BY2648
 BY2648;                    North         East     Units Scale Factor Converg.
 BY2648;SPC TX C     - 3,200,670.613 1,233,306.770   MT  0.99990078   +2 53 18.3
 BY2648;SPC TX C     -10,500,866.84  4,046,273.96   sFT  0.99990078   +2 53 18.3
 BY2648;UTM  15      - 3,470,295.102   335,887.459   MT  0.99993220   -0 53 52.8
 BY2648
 BY2648                          SUPERSEDED SURVEY CONTROL
 BY2648
 BY2648  NAD 83(1986)-  31 21 20.06161(N)    094 43 31.36146(W) AD(       ) 4
 BY2648  NAD 27      -  31 21 19.39800(N)    094 43 30.61000(W) AD(       ) 3
 BY2648
 BY2648.Superseded values are not recommended for survey control.
 BY2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2648.See file dsdata.txt to determine how the superseded data were derived.
 BY2648
 BY2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3588770295(NAD 83)
 BY2648_MARKER: 53 = ELEVATED TANK
 BY2648
 BY2648  HISTORY     - Date     Condition        Report By
 BY2648  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2648  HISTORY     - 20040205 MARK NOT FOUND   USPSQD
 BY2648
 BY2648                          STATION DESCRIPTION
 BY2648
 BY2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2648'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY.  LOCATED
 BY2648'IN THE NORTH EDGE OF TOWN NEAR THE ENTRANCE TO THE COLORED PARK
 BY2648'ON THE WEST END OF BANKS STREET AND THE NORTH END OF LAKE
 BY2648'STREET.  IT IS AN 8 LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH.
 BY2648'THE ENTIRE STRUCTURE IS PAINTED GREY.  POINT OBSERVED UPON,
 BY2648'FINIAL ON THE APEX OF THE ROOF.  THIS TANK HAS A CONE SHAPED
 BY2648'ROOF ON THE TOP OF THE TANK.
 BY2648
 BY2648                          STATION RECOVERY (2004)
 BY2648
 BY2648'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY2648'WATER STORAGE TANK HAS BEEN REMOVED AND LOCATION IS NOW PART OF THE
 BY2648'CITY PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2644 ***********************************************************************
 BY2644  DESIGNATION -  LUFKIN RAD STA KRBA TOWER
 BY2644  PID         -  BY2644
 BY2644  STATE/COUNTY-  TX/ANGELINA
 BY2644  USGS QUAD   -  LUFKIN (1980)
 BY2644
 BY2644                         *CURRENT SURVEY CONTROL
 BY2644  ___________________________________________________________________
 BY2644* NAD 83(1993)-  31 21 53.37253(N)    094 43 08.36286(W)     ADJUSTED  
 BY2644* NAVD 88     -                                                        
 BY2644  ___________________________________________________________________
 BY2644  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BY2644  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY2644
 BY2644  HORZ ORDER  -  THIRD
 BY2644
 BY2644.The horizontal coordinates were established by classical geodetic methods
 BY2644.and adjusted by the National Geodetic Survey in February 1996..
 BY2644
 BY2644
 BY2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2644
 BY2644.The geoid height was determined by GEOID03.
 BY2644
 BY2644;                    North         East     Units Scale Factor Converg.
 BY2644;SPC TX C     - 3,201,726.133 1,233,862.387   MT  0.99990179   +2 53 30.2
 BY2644;SPC TX C     -10,504,329.82  4,048,096.85   sFT  0.99990179   +2 53 30.2
 BY2644;UTM  15      - 3,471,311.655   336,511.587   MT  0.99992968   -0 53 41.7
 BY2644
 BY2644                          SUPERSEDED SURVEY CONTROL
 BY2644
 BY2644  NAD 83(1986)-  31 21 53.38315(N)    094 43 08.34955(W) AD(       ) 4
 BY2644  NAD 27      -  31 21 52.72000(N)    094 43 07.60000(W) AD(       ) 3
 BY2644
 BY2644.Superseded values are not recommended for survey control.
 BY2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2644.See file dsdata.txt to determine how the superseded data were derived.
 BY2644
 BY2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3651271312(NAD 83)
 BY2644_MARKER: 43 = RADIO/TV TOWER
 BY2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2644+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 BY2644
 BY2644  HISTORY     - Date     Condition        Report By
 BY2644  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2644  HISTORY     - 20040205 GOOD             USPSQD
 BY2644
 BY2644                          STATION DESCRIPTION
 BY2644
 BY2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2644'THE STATION IS THE RADIO TOWER OF THE K.R.B.A. BROADCASTING
 BY2644'STATION.  LOCATED ABOUT 2.0 MILES NORTH OF LUFKIN ON THE
 BY2644'WEST SIDE OF U.S. HIGHWAY 59.  IT IS AN ALL STEEL STRUCTURE
 BY2644'340 FEET HIGH PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 BY2644'POINT OBSERVED UPON, LIGHT ON THE TOP OF THE TOWER.
 BY2644
 BY2644                          STATION RECOVERY (2004)
 BY2644
 BY2644'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2670 ***********************************************************************
 BY2670  DESIGNATION -  LUFKIN RAD STA KTRE NE MAST
 BY2670  PID         -  BY2670
 BY2670  STATE/COUNTY-  TX/ANGELINA
 BY2670  USGS QUAD   -  KELTYS (1980)
 BY2670
 BY2670                         *CURRENT SURVEY CONTROL
 BY2670  ___________________________________________________________________
 BY2670* NAD 83(1993)-  31 22 04.26525(N)    094 45 55.77421(W)     ADJUSTED  
 BY2670* NAVD 88     -                                                        
 BY2670  ___________________________________________________________________
 BY2670  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BY2670  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY2670
 BY2670  HORZ ORDER  -  THIRD
 BY2670
 BY2670.The horizontal coordinates were established by classical geodetic methods
 BY2670.and adjusted by the National Geodetic Survey in February 1996..
 BY2670
 BY2670
 BY2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2670
 BY2670.The geoid height was determined by GEOID03.
 BY2670
 BY2670;                    North         East     Units Scale Factor Converg.
 BY2670;SPC TX C     - 3,201,838.912 1,229,427.374   MT  0.99990212   +2 52 04.0
 BY2670;SPC TX C     -10,504,699.83  4,033,546.31   sFT  0.99990212   +2 52 04.0
 BY2670;UTM  15      - 3,471,717.108   332,093.543   MT  0.99994774   -0 55 09.1
 BY2670
 BY2670                          SUPERSEDED SURVEY CONTROL
 BY2670
 BY2670  NAD 83(1986)-  31 22 04.27600(N)    094 45 55.76069(W) AD(       ) 4
 BY2670  NAD 27      -  31 22 03.61400(N)    094 45 55.00700(W) AD(       ) 3
 BY2670
 BY2670.Superseded values are not recommended for survey control.
 BY2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2670.See file dsdata.txt to determine how the superseded data were derived.
 BY2670
 BY2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3209471717(NAD 83)
 BY2670_MARKER: 42 = RADIO/TV MAST
 BY2670
 BY2670  HISTORY     - Date     Condition        Report By
 BY2670  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2670  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2670
 BY2670                          STATION DESCRIPTION
 BY2670
 BY2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2670'THE STATION IS THE NORTHEAST ONE OF TWO RADIO MASTS OF RADIO
 BY2670'STATION K.T.R.E. OF LUFKIN, LOCATED ABOUT 2.8 MILES NORTHWEST
 BY2670'OF THE CENTER OF THE CITY, 0.3 MILE NORTHWEST OF THE INTERSECTION
 BY2670'OF STATE ROUTE 103 AND U.S. HIGHWAY 69 AND ABOUT 0.6 MILE
 BY2670'WEST OF KELTYS, TEXAS.  IT IS AN ALL STEEL STRUCTURE PAINTED
 BY2670'IN ALTERNATE SECTIONS OF RED AND WHITE ABOUT 210 FEET HIGH.
 BY2670'POINT OBSERVED UPON, RED LIGHT ON THE TOP OF THE MAST.
 BY2670
 BY2670                          STATION RECOVERY (1998)
 BY2670
 BY2670'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2667 ***********************************************************************
 BY2667  DESIGNATION -  LUFKIN WEST BASE
 BY2667  PID         -  BY2667
 BY2667  STATE/COUNTY-  TX/ANGELINA
 BY2667  USGS QUAD   -  KELTYS (1980)
 BY2667
 BY2667                         *CURRENT SURVEY CONTROL
 BY2667  ___________________________________________________________________
 BY2667* NAD 83(1993)-  31 22 16.85940(N)    094 48 34.42454(W)     ADJUSTED  
 BY2667* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BY2667  ___________________________________________________________________
 BY2667  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BY2667  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BY2667
 BY2667  HORZ ORDER  -  SECOND
 BY2667
 BY2667.The horizontal coordinates were established by classical geodetic methods
 BY2667.and adjusted by the National Geodetic Survey in February 1996..
 BY2667
 BY2667.The orthometric height was scaled from a topographic map.
 BY2667
 BY2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2667
 BY2667.The geoid height was determined by GEOID03.
 BY2667
 BY2667;                    North         East     Units Scale Factor Converg.
 BY2667;SPC TX C     - 3,202,017.371 1,225,221.157   MT  0.99990251   +2 50 42.2
 BY2667;SPC TX C     -10,505,285.32  4,019,746.41   sFT  0.99990251   +2 50 42.2
 BY2667;UTM  15      - 3,472,173.024   327,908.071   MT  0.99996529   -0 56 32.1
 BY2667
 BY2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2667!SPC TX C     -   0.99998876  x   0.99990251  =   0.99989127
 BY2667!UTM  15      -   0.99998876  x   0.99996529  =   0.99995405
 BY2667
 BY2667|---------------------------------------------------------------------|
 BY2667| PID    Reference Object                     Distance      Geod. Az  |
 BY2667|                                                           dddmmss.s |
 BY2667| CV7916 LUFKIN WEST BASE RM 2                30.187 METERS 01426     |
 BY2667| BY2644 LUFKIN RAD STA KRBA TOWER           APPROX. 8.6 KM 0944630.5 |
 BY2667| BY2670 LUFKIN RAD STA KTRE NE MAST         APPROX. 4.2 KM 0951627.9 |
 BY2667| BY2642 HERTY SOUTHLAND MILL TANK           APPROX.12.5 KM 0972710.0 |
 BY2667| BY2643 LUFKIN CITY POL RAD KQDN MAST       APPROX. 7.9 KM 0991217.2 |
 BY2667| BY2646 KELTYS ANGELINA LUMBER CO TANK      APPROX. 5.9 KM 0995233.3 |
 BY2667| BY2647 KELTYS MUNICIPAL TANK               APPROX. 5.9 KM 1020736.2 |
 BY2667| BY2648 LUFKIN NORTH MUNICIPAL TANK         APPROX. 8.2 KM 1021804.8 |
 BY2667| CV7914 LUFKIN WEST BASE AZ MK                             1035952.7 |
 BY2667| CV7915 LUFKIN WEST BASE RM 1                29.203 METERS 10530     |
 BY2667| BY2668 LUFKIN AIRPORT BEACON 12            APPROX. 5.7 KM 1095116.3 |
 BY2667| BY2639 HUNTINGTON MUNICIPAL TANK           APPROX.24.5 KM 1151845.8 |
 BY2667| BY2649 LUFKIN WEST MUNICIPAL TANK          APPROX. 7.7 KM 1205424.4 |
 BY2667|---------------------------------------------------------------------|
 BY2667
 BY2667                          SUPERSEDED SURVEY CONTROL
 BY2667
 BY2667  NAD 83(1986)-  31 22 16.87034(N)    094 48 34.41103(W) AD(       ) 2
 BY2667  NAD 27      -  31 22 16.21100(N)    094 48 33.65200(W) AD(       ) 2
 BY2667
 BY2667.Superseded values are not recommended for survey control.
 BY2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2667.See file dsdata.txt to determine how the superseded data were derived.
 BY2667
 BY2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2790872173(NAD 83)
 BY2667_MARKER: DS = TRIANGULATION STATION DISK
 BY2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2667
 BY2667  HISTORY     - Date     Condition        Report By
 BY2667  HISTORY     - 1949     MONUMENTED       CGS
 BY2667
 BY2667                          STATION DESCRIPTION
 BY2667
 BY2667'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2667'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF LUFKIN,
 BY2667'ON THE SOUTH BANK OF THE RIGHT-OF-WAY OF STATE HIGHWAY 103.
 BY2667'IT IS 39 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 4-1/2 FEET
 BY2667'NORTH OF A WITNESS POST.  IT IS STAMPED LUFKIN W. BASE 1948
 BY2667'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 BY2667'
 BY2667'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY, 37 FEET SOUTH
 BY2667'OF THE CENTER OF THE HIGHWAY.  IT IS STAMPED LUFKIN W. BASE NO
 BY2667'1 1948 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 BY2667'
 BY2667'REFERENCE MARK NO. 2 IS 61 FEET NORTH OF THE CENTER OF THE
 BY2667'HIGHWAY, 7 FEET EAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF
 BY2667'THE FENCE LINE.  IT IS STAMPED LUFKIN W. BASE NO 2 1948 AND
 BY2667'PROJECTS 4 INCHES.
 BY2667'
 BY2667'THE AZIMUTH MARK IS LOCATED 0.5 MILE EAST-SOUTHEAST OF THE
 BY2667'STATION.  IT IS SET IN THE WEST END OF THE NORTH HEADWALL
 BY2667'OF A CONCRETE CULVERT, 20 FEET NORTH OF THE CENTER OF THE
 BY2667'HIGHWAY.  IT IS STAMPED LUFKIN W. BASE 1948 AND IS SET FLUSH.
 BY2667'
 BY2667'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 BY2667'AND STATE ROUTE 103, LOCATED 2.7 MILES NORTHWEST OF LUFKIN,
 BY2667'GO WESTERLY ON STATE ROUTE 103 FOR 2.6 MILES TO THE CULVERT OVER
 BY2667'A SMALL CREEK AND THE AZIMUTH MARK ON THE RIGHT.  THENCE CONTINUE
 BY2667'WEST FOR 0.5 MILE TO A SMALL FARM HOUSE ON THE RIGHT AND THE
 BY2667'STATION ON THE LEFT.
 BY2667'
 BY2667'AN 87 FOOT SIGNAL AT CENTRAL IS VISIBLE AT 77 FEET.
 BY2667'
 BY2667'A 100 FOOT SIGNAL AT LUFKIN E BASE IS VISIBLE AT 4 FEET.
 BY2667'
 BY2667'A 100 FOOT SIGNAL AT UNION IS VISIBLE AT 77 FEET.
 BY2667'
 BY2667'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2649 ***********************************************************************
 BY2649  DESIGNATION -  LUFKIN WEST MUNICIPAL TANK
 BY2649  PID         -  BY2649
 BY2649  STATE/COUNTY-  TX/ANGELINA
 BY2649  USGS QUAD   -  LUFKIN (1980)
 BY2649
 BY2649                         *CURRENT SURVEY CONTROL
 BY2649  ___________________________________________________________________
 BY2649* NAD 83(1993)-  31 20 07.91618(N)    094 44 23.61669(W)     ADJUSTED  
 BY2649* NAVD 88     -                                                        
 BY2649  ___________________________________________________________________
 BY2649  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BY2649  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BY2649
 BY2649  HORZ ORDER  -  THIRD
 BY2649
 BY2649.The horizontal coordinates were established by classical geodetic methods
 BY2649.and adjusted by the National Geodetic Survey in February 1996..
 BY2649
 BY2649
 BY2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2649
 BY2649.The geoid height was determined by GEOID03.
 BY2649
 BY2649;                    North         East     Units Scale Factor Converg.
 BY2649;SPC TX C     - 3,198,382.504 1,232,039.568   MT  0.99989868   +2 52 51.4
 BY2649;SPC TX C     -10,493,359.93  4,042,116.48   sFT  0.99989868   +2 52 51.4
 BY2649;UTM  15      - 3,468,095.587   334,471.879   MT  0.99993796   -0 54 18.1
 BY2649
 BY2649                          SUPERSEDED SURVEY CONTROL
 BY2649
 BY2649  NAD 83(1986)-  31 20 07.92686(N)    094 44 23.60334(W) AD(       ) 4
 BY2649  NAD 27      -  31 20 07.26100(N)    094 44 22.85300(W) AD(       ) 3
 BY2649
 BY2649.Superseded values are not recommended for survey control.
 BY2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2649.See file dsdata.txt to determine how the superseded data were derived.
 BY2649
 BY2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3447268096(NAD 83)
 BY2649_MARKER: 53 = ELEVATED TANK
 BY2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2649+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 BY2649
 BY2649  HISTORY     - Date     Condition        Report By
 BY2649  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2649  HISTORY     - 20040205 GOOD             USPSQD
 BY2649
 BY2649                          STATION DESCRIPTION
 BY2649
 BY2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2649'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY.  LOCATED
 BY2649'IN THE WEST EDGE OF TOWN NEAR THE WEST END OF KILN STREET
 BY2649'AND ON THE SOUTH SIDE OF STATE ROUTE 94.  IT IS A TEN LEGGED
 BY2649'STEEL STRUCTURE ABOUT 125 FEET HIGH WITH A ROUND TOPPED ROOF
 BY2649'ON THE TANK.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE
 BY2649'ROOF.
 BY2649
 BY2649                          STATION RECOVERY (2004)
 BY2649
 BY2649'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY2649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6790 ***********************************************************************
 AW6790  DESIGNATION -  LUIS
 AW6790  PID         -  AW6790
 AW6790  STATE/COUNTY-  TX/GALVESTON
 AW6790  USGS QUAD   -  SAN LUIS PASS (1974)
 AW6790
 AW6790                         *CURRENT SURVEY CONTROL
 AW6790  ___________________________________________________________________
 AW6790* NAD 83(1993)-  29 05 32.74971(N)    095 06 41.16581(W)     ADJUSTED  
 AW6790* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 AW6790  ___________________________________________________________________
 AW6790  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AW6790  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AW6790
 AW6790  HORZ ORDER  -  SECOND
 AW6790
 AW6790.The horizontal coordinates were established by classical geodetic methods
 AW6790.and adjusted by the National Geodetic Survey in February 1996..
 AW6790
 AW6790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6790
 AW6790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6790
 AW6790.The geoid height was determined by GEOID03.
 AW6790
 AW6790;                    North         East     Units Scale Factor Converg.
 AW6790;SPC TXSC     - 4,145,833.735   978,441.819   MT  0.99987214   +1 54 18.2
 AW6790;SPC TXSC     -13,601,789.51  3,210,104.53   sFT  0.99987214   +1 54 18.2
 AW6790;UTM  15      - 3,220,067.747   294,504.903   MT  1.00012112   -1 01 37.1
 AW6790
 AW6790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6790!SPC TXSC     -   1.00000328  x   0.99987214  =   0.99987542
 AW6790!UTM  15      -   1.00000328  x   1.00012112  =   1.00012440
 AW6790
 AW6790|---------------------------------------------------------------------|
 AW6790| PID    Reference Object                     Distance      Geod. Az  |
 AW6790|                                                           dddmmss.s |
 AW6790| AW0646 MOTTO                               384.211 METERS 00359     |
 AW6790|---------------------------------------------------------------------|
 AW6790
 AW6790                          SUPERSEDED SURVEY CONTROL
 AW6790
 AW6790  NAD 83(1986)-  29 05 32.76008(N)    095 06 41.14677(W) AD(       ) 2
 AW6790  NAD 27      -  29 05 31.88660(N)    095 06 40.40337(W) AD(       ) 2
 AW6790  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 AW6790
 AW6790.Superseded values are not recommended for survey control.
 AW6790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6790.See file dsdata.txt to determine how the superseded data were derived.
 AW6790
 AW6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9450520068(NAD 83)
 AW6790_MARKER: DD = SURVEY DISK
 AW6790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6790_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AW6790_MARK LOGO: USE   
 AW6790_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW6790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6790
 AW6790  HISTORY     - Date     Condition        Report By
 AW6790  HISTORY     - 1978     MONUMENTED       USE
 AW6790  HISTORY     - 1979     GOOD             NOS
 AW6790  HISTORY     - 1979     GOOD             NOS
 AW6790  HISTORY     - 1982     GOOD             NOS
 AW6790  HISTORY     - 19821117 GOOD             NGS
 AW6790  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 AW6790  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW6790
 AW6790                          STATION DESCRIPTION
 AW6790
 AW6790'DESCRIBED BY US ENGINEERS 1978 (JRS)
 AW6790'THE STATION IS LOCATED ABOUT 60 FEET NORTH-NORTHEAST OF THE
 AW6790'NORTHWEST EDGE OF THE NORTHEAST END OF THE SAN LUIS PASS
 AW6790'TOLL BRIDGE.
 AW6790'
 AW6790'THE STATION IS A US ARMY CORPS OF ENGINEER
 AW6790'DISK---UNSTAMPED---,
 AW6790'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH
 AW6790'THE GROUND.  IT IS
 AW6790'60 FEET NORTH-NORTHEAST FROM THE NORTHWEST EDGE OF THE
 AW6790'NORTHEAST END OF THE BRIDGE,
 AW6790'23 FEET EAST FROM THE WEST EDGE OF A GUARD RAIL, AND
 AW6790'22 FEET WEST FROM THE CENTER OF THE GALVESTON COUNTY ROAD.
 AW6790'
 AW6790'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 AW6790'THIS STATION WAS USED AS THE AZIMUTH MARK FOR STATION BRIDGE.
 AW6790
 AW6790                          STATION RECOVERY (1979)
 AW6790
 AW6790'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6790'RECOVERED AS DESCRIBED.
 AW6790'
 AW6790'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AW6790
 AW6790                          STATION RECOVERY (1979)
 AW6790
 AW6790'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW6790'THE STATION WAS RECOVERED AS DESCRIBED.
 AW6790'THE DIRECTION BETWEEN BRIDGE AND MOTTO COMPARED FAVORABLY.
 AW6790'
 AW6790'HEIGHT OF LIGHT SHOWN WAS 1.58 METERS.
 AW6790
 AW6790                          STATION RECOVERY (1982)
 AW6790
 AW6790'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6790'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AW6790'BY KRW IN 1978.
 AW6790
 AW6790                          STATION RECOVERY (1982)
 AW6790
 AW6790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AW6790'STATION RECOVERED AS DESCRIBED.  IT IS BEING USED AS AN AZIMUTH MARK
 AW6790'FOR BRIDGE 2.  THE EDMI WOULD NOT MEASURE TO THE STATION. THE STATION
 AW6790'IS A US ARMY CORPS OF ENGINEER DISK, UNSTAMPED, SET INTO THE TOP OF AN
 AW6790'IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND.  IT IS 60 FT (18.3
 AW6790'M) NORTH-NORTHEAST FROM THE NORTHWEST EDGE OF THE NORTHEAST END OF THE
 AW6790'BRIDGE, 23 FT (7.0 M) EAST FROM THE WEST EDGE OF A GUARD RAIL, AND 22
 AW6790'FT (6.7 M) WEST FROM THE CENTER OF THE GALVESTON COUNTY ROAD.  HEIGHT
 AW6790'OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS, (4.9 FT)
 AW6790
 AW6790                          STATION RECOVERY (2003)
 AW6790
 AW6790'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6790'MARK NOT FOUND.
 AW6790
 AW6790                          STATION RECOVERY (2004)
 AW6790
 AW6790'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2300 ***********************************************************************
 AN2300  DESIGNATION -  LULA 1934
 AN2300  PID         -  AN2300
 AN2300  STATE/COUNTY-  TX/CALHOUN
 AN2300  USGS QUAD   -  PANTHER POINT (1952)
 AN2300
 AN2300                         *CURRENT SURVEY CONTROL
 AN2300  ___________________________________________________________________
 AN2300* NAD 83(1993)-  28 10 19.71769(N)    096 42 58.01216(W)     ADJUSTED  
 AN2300* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AN2300  ___________________________________________________________________
 AN2300  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AN2300  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN2300
 AN2300  HORZ ORDER  -  THIRD
 AN2300
 AN2300.The horizontal coordinates were established by classical geodetic methods
 AN2300.and adjusted by the National Geodetic Survey in February 1996..
 AN2300
 AN2300.The orthometric height was scaled from a topographic map.
 AN2300
 AN2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2300
 AN2300.The geoid height was determined by GEOID03.
 AN2300
 AN2300;                    North         East     Units Scale Factor Converg.
 AN2300;SPC TXSC     - 4,039,741.878   824,290.073   MT  1.00006731   +1 07 08.1
 AN2300;SPC TXSC     -13,253,719.81  2,704,358.35   sFT  1.00006731   +1 07 08.1
 AN2300;UTM  14      - 3,118,382.546   724,232.662   MT  1.00022061   +1 04 43.4
 AN2300
 AN2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2300!SPC TXSC     -   1.00000359  x   1.00006731  =   1.00007090
 AN2300!UTM  14      -   1.00000359  x   1.00022061  =   1.00022420
 AN2300
 AN2300                          SUPERSEDED SURVEY CONTROL
 AN2300
 AN2300  NAD 83(1986)-  28 10 19.72700(N)    096 42 57.99339(W) AD(       ) 3
 AN2300  NAD 27      -  28 10 18.68900(N)    096 42 57.04900(W) AD(       ) 3
 AN2300
 AN2300.Superseded values are not recommended for survey control.
 AN2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2300.See file dsdata.txt to determine how the superseded data were derived.
 AN2300
 AN2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2423318383(NAD 83)
 AN2300_MARKER: DS = TRIANGULATION STATION DISK
 AN2300_SETTING: 0 = UNSPECIFIED SETTING
 AN2300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2300
 AN2300  HISTORY     - Date     Condition        Report By
 AN2300  HISTORY     - 1934     MONUMENTED       CGS
 AN2300  HISTORY     - 1938     GOOD             CGS
 AN2300  HISTORY     - 1941     GOOD             USE
 AN2300  HISTORY     - 1965     SEE DESCRIPTION  HUMBLE
 AN2300  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2300  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2300
 AN2300                          STATION DESCRIPTION
 AN2300
 AN2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2300'STATION IS LOCATED ABOUT 16 MILES S OF SEADRIFT, ON MATAGORDA
 AN2300'ISLAND.  IT IS ON A SMALL SAND HILL, 450 METERS NW OF THE
 AN2300'GULF BEACH HIGH-WATER LINE, AND ABOUT 3-1/4 MILES SSW OF
 AN2300'PANTHER POINT.
 AN2300'
 AN2300'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2300'NO REFERENCE MARK WAS SET.
 AN2300'
 AN2300'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2300'OLD UNPAINTED HOUSE IN SAND DUNES (1.5 MILES DISTANT), 27 DEG.
 AN2300'WINDMILL (300 METERS DISTANT), 37 DEG.  AND BRUNDRETTS RANCH HOUSE
 AN2300'(1.5 MILES DISTANT), 223 DEG.
 AN2300'
 AN2300'HEIGHT OF LIGHT ABOVE STATION MARK - 2.4 METERS.
 AN2300
 AN2300                          STATION RECOVERY (1938)
 AN2300
 AN2300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2300'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THERE ARE NO
 AN2300'REFERENCE MARKS.
 AN2300'
 AN2300'STATION IS LOCATED ON THE GULF SHORE OF MATAGORDA ISLAND.
 AN2300'THE MARK IS NEAR THE TOP OF A SMALL SAND HILL, ABOUT 100
 AN2300'METERS BACK OF THE SLIGHTLY HIGHER DUNES CLOSER TO THE BEACH.
 AN2300
 AN2300                          STATION RECOVERY (1941)
 AN2300
 AN2300'RECOVERY NOTE BY US ENGINEERS 1941
 AN2300'DESCRIPTION GOOD.  DUE TO SAND DUNE EROSION 18 INCHES OF
 AN2300'CONCRETE HAVE BEEN EXPOSED.  LOSS OF STATION MAY RESULT IN
 AN2300'FUTURE.
 AN2300
 AN2300                          STATION RECOVERY (1965)
 AN2300
 AN2300'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1965 (LFS)
 AN2300'ORIG. DESC. OK.  SURF. MARK WAS FOUND EXPOSED APPROXIMATELY 18 IN AND
 AN2300'TILTED APPROXIMATELY 30 DEG.  AN ATTEMPT WAS MADE TO FIND A
 AN2300'SUBSURFACE MARK BY DIGGING A 3 FT WIDE HOLE TO A DEPTH OF
 AN2300'APPROXIMATELY 3 FT BELOW PRESENT GROUND SURFACE (1 FT BELOW
 AN2300'BOTTOM OF CONCRETE STEM OF SURFACE MARK).  THE SAND BELOW AND
 AN2300'SURROUNDING THE BOTTOM OF THIS HOLE WAS THEN PROBED
 AN2300'EXTENSIVELY WITH A 3 FT PROBE BUT NO CONCRETE MASS WAS
 AN2300'ENCOUNTERED.
 AN2300'
 AN2300'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 AN2300'SOUTH OF SEADRIFT.
 AN2300
 AN2300                          STATION RECOVERY (1969)
 AN2300
 AN2300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2300'THE STATION SITE WAS VISITED AND THE SURFACE MONUMENT WITH
 AN2300'THE UNDERGROUND MARK STILL ATTACHED TO ITS BASE WAS FOUND
 AN2300'LYING ON ITS SIDE IN THE SAND.  THE DISK OF THE UNDERGROUND
 AN2300'STATION MARK WAS SALVAGED.  THE STATION IS LOST.
 AN2300
 AN2300                          STATION RECOVERY (1998)
 AN2300
 AN2300'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1980 ***********************************************************************
 AY1980  DESIGNATION -  LUPE
 AY1980  PID         -  AY1980
 AY1980  STATE/COUNTY-  TX/KERR
 AY1980  USGS QUAD   -  COMFORT (1982)
 AY1980
 AY1980                         *CURRENT SURVEY CONTROL
 AY1980  ___________________________________________________________________
 AY1980* NAD 83(1993)-  29 55 14.38145(N)    098 57 24.81941(W)     ADJUSTED  
 AY1980* NAVD 88     -       558.     (meters)    1831.     (feet)  SCALED    
 AY1980  ___________________________________________________________________
 AY1980  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 AY1980  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AY1980
 AY1980  HORZ ORDER  -  SECOND
 AY1980
 AY1980.The horizontal coordinates were established by classical geodetic methods
 AY1980.and adjusted by the National Geodetic Survey in February 1996..
 AY1980
 AY1980.The orthometric height was scaled from a topographic map.
 AY1980
 AY1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1980
 AY1980.The geoid height was determined by GEOID03.
 AY1980
 AY1980;                    North         East     Units Scale Factor Converg.
 AY1980;SPC TXSC     - 4,231,335.659   604,162.062   MT  0.99991535   +0 01 16.0
 AY1980;SPC TXSC     -13,882,307.07  1,982,155.03   sFT  0.99991535   +0 01 16.0
 AY1980;UTM  14      - 3,309,994.839   504,160.750   MT  0.99960021   +0 01 17.4
 AY1980
 AY1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1980!SPC TXSC     -   0.99991595  x   0.99991535  =   0.99983131
 AY1980!UTM  14      -   0.99991595  x   0.99960021  =   0.99951620
 AY1980
 AY1980:                Primary Azimuth Mark                     Grid Az
 AY1980:SPC TXSC     -  COMFORT MUNICIPAL TANK                   038 54 23.1
 AY1980:UTM  14      -  COMFORT MUNICIPAL TANK                   038 54 21.7
 AY1980
 AY1980|---------------------------------------------------------------------|
 AY1980| PID    Reference Object                     Distance      Geod. Az  |
 AY1980|                                                           dddmmss.s |
 AY1980| AY1981 COMFORT MUNICIPAL TANK              APPROX. 7.6 KM 0385539.1 |
 AY1980| CV5575 LUPE RM 1                             5.504 METERS 16006     |
 AY1980| CV5576 LUPE RM 2                             6.009 METERS 28947     |
 AY1980| BN0741 MORRISON                            APPROX.16.5 KM 3112145.3 |
 AY1980|---------------------------------------------------------------------|
 AY1980
 AY1980                          SUPERSEDED SURVEY CONTROL
 AY1980
 AY1980  NAD 83(1986)-  29 55 14.38818(N)    098 57 24.80484(W) AD(       ) 2
 AY1980  NAD 27      -  29 55 13.60630(N)    098 57 23.67940(W) AD(       ) 2
 AY1980
 AY1980.Superseded values are not recommended for survey control.
 AY1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1980.See file dsdata.txt to determine how the superseded data were derived.
 AY1980
 AY1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0416109995(NAD 83)
 AY1980_MARKER: DS = TRIANGULATION STATION DISK
 AY1980_SETTING: 66 = SET IN ROCK OUTCROP
 AY1980
 AY1980  HISTORY     - Date     Condition        Report By
 AY1980  HISTORY     - 1956     MONUMENTED       CGS
 AY1980
 AY1980                          STATION DESCRIPTION
 AY1980
 AY1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1980'THE STATION IS ON THE HIGHEST POINT OF THE NORTHWESTERLY ONE
 AY1980'OF TWO BRUSH COVERED HILLS, ABOUT 5 MILES SOUTHEAST OF CENTER
 AY1980'POINT, 4 MILES SOUTHWEST OF COMFORT AND 18 FEET WEST OF A WIRE
 AY1980'FENCE.
 AY1980'
 AY1980'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 AY1980'AND STATE HIGHWAY 27 AT THE NORTH EDGE OF COMFORT, GO WESTERLY
 AY1980'ON STATE HIGHWAY 27 FOR 4.1 MILES TO A SIDE ROAD ON THE LEFT,
 AY1980'TURN LEFT, TURN LEFT AND GO SOUTH FOR 1.35 MILE TO A RANCH
 AY1980'HOUSE ON THE LEFT, TURN LEFT, PASS THROUGH GATE INTO RANCH
 AY1980'YARD AND THE END OF TRUCK TRAVEL.  PACK SOUTHEAST FOR ABOUT
 AY1980'0.3 MILE TO THE TOP OF THE FIRST HILL AND THE STATION.
 AY1980'
 AY1980'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 AY1980'IS STAMPED LUPE 1956.
 AY1980'
 AY1980'REFERENCE MARK 1 IS 14 FEET WEST OF A FENCE.  THE MARK IS FLUSH
 AY1980'WITH THE GROUND, AND THE DISK IS STAMPED LUPE NO 1 1956.
 AY1980'
 AY1980'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1980'STAMPED LUPE NO 2 1956.
 AY1980'
 AY1980'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2327 ***********************************************************************
 AN2327  DESIGNATION -  LUPE
 AN2327  PID         -  AN2327
 AN2327  STATE/COUNTY-  TX/REFUGIO
 AN2327  USGS QUAD   -  AUSTWELL (1973)
 AN2327
 AN2327                         *CURRENT SURVEY CONTROL
 AN2327  ___________________________________________________________________
 AN2327* NAD 83(1993)-  28 25 34.37797(N)    096 49 09.35143(W)     ADJUSTED  
 AN2327* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2327  ___________________________________________________________________
 AN2327  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AN2327  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN2327
 AN2327  HORZ ORDER  -  SECOND
 AN2327
 AN2327.The horizontal coordinates were established by classical geodetic methods
 AN2327.and adjusted by the National Geodetic Survey in February 1996..
 AN2327
 AN2327.The orthometric height was scaled from a topographic map.
 AN2327
 AN2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2327
 AN2327.The geoid height was determined by GEOID03.
 AN2327
 AN2327;                    North         East     Units Scale Factor Converg.
 AN2327;SPC TXSC     - 4,067,701.744   813,636.378   MT  0.99998797   +1 04 06.1
 AN2327;SPC TXSC     -13,345,451.47  2,669,405.35   sFT  0.99998797   +1 04 06.1
 AN2327;UTM  14      - 3,146,353.539   713,594.271   MT  1.00016308   +1 02 18.5
 AN2327
 AN2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2327!SPC TXSC     -   1.00000411  x   0.99998797  =   0.99999208
 AN2327!UTM  14      -   1.00000411  x   1.00016308  =   1.00016720
 AN2327
 AN2327|---------------------------------------------------------------------|
 AN2327| PID    Reference Object                     Distance      Geod. Az  |
 AN2327|                                                           dddmmss.s |
 AN2327| CV6523 LUPE 2 RM 4                          66.996 METERS 02952     |
 AN2327| CV6520 LUPE RM 1                                          0472329.0 |
 AN2327| AN2328 LUPE 2                               51.167 METERS 04723     |
 AN2327| CV6522 LUPE 2 RM 3                          71.935 METERS 05743     |
 AN2327| CV6521 LUPE RM 2                            38.100 METERS 12532     |
 AN2327|---------------------------------------------------------------------|
 AN2327
 AN2327                          SUPERSEDED SURVEY CONTROL
 AN2327
 AN2327  NAD 83(1986)-  28 25 34.38761(N)    096 49 09.33423(W) AD(       ) 2
 AN2327  NAD 27      -  28 25 33.37700(N)    096 49 08.39100(W) AD(       ) 2
 AN2327
 AN2327.Superseded values are not recommended for survey control.
 AN2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2327.See file dsdata.txt to determine how the superseded data were derived.
 AN2327
 AN2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1359446354(NAD 83)
 AN2327_MARKER: DS = TRIANGULATION STATION DISK
 AN2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2327
 AN2327  HISTORY     - Date     Condition        Report By
 AN2327  HISTORY     - 1934     MONUMENTED       CGS
 AN2327  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 AN2327  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2327  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2327
 AN2327                          STATION DESCRIPTION
 AN2327
 AN2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2327'STATION IS LOCATED ABOUT 2-1/2 MILES NNE OF AUSTWELL, ABOUT
 AN2327'3-1/2 MILES WSW OF LONG MOTT, ON THE PROPERTY OF MRS. DUNCAN.
 AN2327'IT IS IN THE W CORNER OF A FENCED PASTURE, IN A SMALL CLEARED
 AN2327'AREA, AND IS NEARLY SURROUNDED BY MARSH.  IT IS 75 METERS NNE
 AN2327'OF THE NE SHORE OF HINES BAY, 4.1 METERS E OF A FENCE LEADING
 AN2327'N AND S, AND 5.1 METERS S OF A FENCE LEADING E AND W.
 AN2327'
 AN2327'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2327'SET IN CONCRETE.
 AN2327'
 AN2327'REFERENCE MARK 1 IS NEAR A CORRAL.
 AN2327'
 AN2327'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2327'TIVOLI, WATER TANK, 283 DEG.  AUSTWELL, WATER TANK, 199 DEG.  AND
 AN2327'CHIMNEY ON DUNCAN HOUSE (0.2 MILE DISTANT), 51 DEG.
 AN2327'
 AN2327'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AN2327
 AN2327                          STATION RECOVERY (1967)
 AN2327
 AN2327'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (RMM)
 AN2327'RECOVERED BY R.M. MUNROE CONSULTING ENGRS.
 AN2327'
 AN2327'STATION WAS NOT FOUND AFTER EXTENSIVE PROBING ALONG N-S FENCE.
 AN2327'R.M. 1 WAS FOUND IN GOOD CONDITION.  R.M. 2 WAS FOUND APPROXIMATELY
 AN2327'35 METERS OUT IN THE WATER.  THE N-S FENCE IS STILL THERE, BUT NO
 AN2327'SIGN WAS FOUND OF AN E-W FENCE.
 AN2327
 AN2327                          STATION RECOVERY (1969)
 AN2327
 AN2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2327'THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND TO BE IN
 AN2327'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND TO BE DESTROYED.
 AN2327'STATION MARK IS AT THE WATER EDGE OF HYNES BAY.  IT MAY BE
 AN2327'DESTROYED BY EROSION.  A NEW STATION MARK AND TWO NEW REFERENCE
 AN2327'MARKS WERE SET.
 AN2327'
 AN2327'A COMPLETE DESCRIPTION FOLLOWS--STATION IS ABOUT 3 MILES
 AN2327'NORTH-NORTHEAST OF AUSTWELL, 4-1/2 MILES EAST OF TIVOLI, AT
 AN2327'THE MEAN HIGH WATER LINE OF HYNES BAY AND ON LAND OWNED BY
 AN2327'MRS. MARY DUNCAN.
 AN2327'
 AN2327'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND 113
 AN2327'IN TIVOLI, GO NORTHEAST ON STATE HIGHWAY 35 FOR 2.3 MILES TO
 AN2327'A SHELL SIDE ROAD ON RIGHT, JUST BEFORE CROSSING BRIDGE OVER
 AN2327'GUADLUPE RIVER.  TURN RIGHT, SOUTHERLY, GO 0.6 MILE TO A SIDE
 AN2327'ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, 4.15 MILES TO A
 AN2327'ROAD FORK.  TAKE RIGHT FORK, GO 0.05 MILE TO A BOARD GATE.
 AN2327'PASS THROUGH GATE, BEAR RIGHT, GO ABOUT 100 YARDS TO ANOTHER
 AN2327'BOARD GATE AND REFERENCE MARK NO. 1.  (THIS IS END OF TRUCK
 AN2327'TRAVEL WITH 2-WHEEL DRIVE.) PACK SOUTHWEST ABOUT 1/4 MILE TO
 AN2327'STATION.
 AN2327'
 AN2327'STATION MARK, A STANDARD DISK, STAMPED LUPE 1934, IS SET IN A
 AN2327'14 IN X 14 IN CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 AN2327'IT IS 17 FEET SOUTHEAST OF THE NORTHEAST-BY-SOUTHWEST FENCE
 AN2327'LINE, AT THE NORTHWEST EDGE OF A SLIGHT COVE IN THE SHORE
 AN2327'LINE, AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 AN2327'
 AN2327'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED LUPE NO 1 1934, IS
 AN2327'SET IN A 14 IN X 14 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 AN2327'GROUND.  IT IS ABOUT 250 FEET NORTHWEST OF TWO HOUSES, 53.5 FEET
 AN2327'SOUTH OF THE SOUTH WEST CORNER OF A CORRAL, 48.6 FEET NORTHWEST
 AN2327'OF THE NORTHWEST GATE POST, 20.0 FEET EAST OF THE EAST ONE OF
 AN2327'TWO GATE POSTS, AND 8.5 FEET WEST OF A METAL WITNESS POST AND
 AN2327'FENCE.
 AN2327'
 AN2327'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED LUPE 2 NO 3
 AN2327'1969, IS CEMENTED IN A 4-INCH TILE WHICH PROJECTS 10 INCHES
 AN2327'ABOVE GROUND.  IT IS 59.0 FEET SOUTHEAST OF A
 AN2327'NORTHEAST-BY-SOUTHWEST FENCE LINE.
 AN2327'
 AN2327'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED LUPE 2 NO 4 1969,
 AN2327'IS CEMENTED IN A 4-INCH TILE WHICH PROJECTS 10 INCHES ABOVE
 AN2327'GROUND.  IT IS 50.5 FEET NORTHWEST OF THE FENCE.
 AN2327'
 AN2327'THE NEW STATION, LUPE 2 1969 WAS ESTABLISHED BY TRAVERSE ON THE
 AN2327'SAME AZIMUTH TOWARDS REFERENCE MARK NO. 1.  DISTANCE BEING 51.167
 AN2327'METERS FROM TRIANGULATION STATION LUPE.  STANDARD STATION DISK,
 AN2327'STAMPED LUPE 2 1969, CEMENTED IN A 4-INCH TILE WHICH PROJECTS
 AN2327'12 INCHES ABOVE GROUND.  A METAL WITNESS POST WAS SET 2 FEET
 AN2327'NORTHWEST OF STATION.
 AN2327'
 AN2327'HEIGHT OF LIGHT ABOVE STATION MARK 3 FEET.
 AN2327'
 AN2327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 AN2327'NORTH OF AUSTWELL.
 AN2327
 AN2327                          STATION RECOVERY (1999)
 AN2327
 AN2327'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2328 ***********************************************************************
 AN2328  DESIGNATION -  LUPE 2
 AN2328  PID         -  AN2328
 AN2328  STATE/COUNTY-  TX/REFUGIO
 AN2328  USGS QUAD   -  AUSTWELL (1973)
 AN2328
 AN2328                         *CURRENT SURVEY CONTROL
 AN2328  ___________________________________________________________________
 AN2328* NAD 83(1993)-  28 25 35.50318(N)    096 49 07.96765(W)     ADJUSTED  
 AN2328* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2328  ___________________________________________________________________
 AN2328  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AN2328  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN2328
 AN2328  HORZ ORDER  -  THIRD
 AN2328
 AN2328.The horizontal coordinates were established by classical geodetic methods
 AN2328.and adjusted by the National Geodetic Survey in February 1996..
 AN2328.No horizontal observational check was made to the station.
 AN2328
 AN2328.The orthometric height was scaled from a topographic map.
 AN2328
 AN2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2328
 AN2328.The geoid height was determined by GEOID03.
 AN2328
 AN2328;                    North         East     Units Scale Factor Converg.
 AN2328;SPC TXSC     - 4,067,737.079   813,673.384   MT  0.99998788   +1 04 06.8
 AN2328;SPC TXSC     -13,345,567.40  2,669,526.76   sFT  0.99998788   +1 04 06.8
 AN2328;UTM  14      - 3,146,388.862   713,631.302   MT  1.00016328   +1 02 19.2
 AN2328
 AN2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2328!SPC TXSC     -   1.00000411  x   0.99998788  =   0.99999199
 AN2328!UTM  14      -   1.00000411  x   1.00016328  =   1.00016740
 AN2328
 AN2328                          SUPERSEDED SURVEY CONTROL
 AN2328
 AN2328  NAD 83(1986)-  28 25 35.51281(N)    096 49 07.95046(W) AD(       ) 3
 AN2328  NAD 27      -  28 25 34.50226(N)    096 49 07.00727(W) AD(       ) 3
 AN2328
 AN2328.Superseded values are not recommended for survey control.
 AN2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2328.See file dsdata.txt to determine how the superseded data were derived.
 AN2328
 AN2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1363146389(NAD 83)
 AN2328_MARKER: DS = TRIANGULATION STATION DISK
 AN2328_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2328_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AN2328
 AN2328  HISTORY     - Date     Condition        Report By
 AN2328  HISTORY     - 1969     MONUMENTED       CGS
 AN2328  HISTORY     - 1981     GOOD             LOCENG
 AN2328  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2328
 AN2328                          STATION DESCRIPTION
 AN2328
 AN2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2328'THE STATION IS ABOUT 3 MILES NORTH-NORTHEAST OF AUSTWELL, 4-1/2
 AN2328'MILES EAST OF TRIVOLI, NEAR THE NORTH SHORE OF HYNES BAY AND
 AN2328'ON LAND OWNED BY MRS. MARY DUNCAN.
 AN2328'
 AN2328'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 35
 AN2328'AND 113 IN TIVOLI, GO NORTHEAST ON STATE HIGHWAY 35 FOR 2.3
 AN2328'MILES TO A SHELL SIDE ROAD ON RIGHT, JUST BEFORE CROSSING
 AN2328'BRIDGE OVER GUADLUPE RIVER.  TURN RIGHT, SOUTHERLY, GO 0.6
 AN2328'MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD,
 AN2328'4.15 7ILES TO A ROAD FORK.  TAKE RIGHT FORK, GO 0.05 MILE
 AN2328'TO A BOARD GATE.  PASS THROUGH GATE, BEAR RIGHT, GO ABOUT
 AN2328'100 YARDS TO ANOTHER BOARD GATE AND REFERENCE MARK NO. 1.
 AN2328'THIS IS END OF TRUCK TRAVEL WITH 2-WHEEL DRIVE.  PACK
 AN2328'SOUTHWEST ABOUT 1/4 MILE TO STATION.
 AN2328'
 AN2328'STATION DISKS ARE STAMPED LUPE 2 1969.  THE SURFACE STATION
 AN2328'DISK IS CEMENTED IN A 4-INCH TILE WHICH PROJECTS 12 INCHES
 AN2328'ABOVE GROUND.  IT IS ABOUT 68 FEET NORTHWEST OF THE MEAN
 AN2328'HIGH WATER LINE, 16.0 FEET SOUTHEAST OF A FENCE, AND 1 FOOT
 AN2328'NORTHWEST OF A METAL WITNESS POST.  UNDERGROUND DISK IS SET
 AN2328'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW SURFACE
 AN2328'OF GROUND.
 AN2328'
 AN2328'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED LUPE NO 1 1934,
 AN2328'IS SET IN A 14 IN X 14 IN CONCRETE POST FLUSH WITH THE SURFACE
 AN2328'OF GROUND.  IT IS ABOUT 250 FEET NORTHWEST OF TWO HOUSES,
 AN2328'53.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A CORRAL, 48.6
 AN2328'FEET NORTHWEST OF THE NORTHWEST GATE POST, 20.0 FEET EAST
 AN2328'OF THE EAST ONE OF TWO GATE POSTS, AND 8.5 FEET WEST OF A
 AN2328'METAL WITNESS POST AND FENCE.
 AN2328'
 AN2328'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED LUPE 2 NO 3 1969,
 AN2328'IS CEMENTED IN A 4-INCH TILE WHICH PROJECTS 10 INCHES ABOVE
 AN2328'GROUND.  IT IS 59.0 FEET SOUTHEAST OF A NORTH-EAST BY SOUTHWEST
 AN2328'FENCE LINE.
 AN2328'
 AN2328'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED LUPE 2 NO 4 1969,
 AN2328'IS CEMENTED IN A 4-INCH TILE WHICH PROJECTS 10 INCHES ABOVE
 AN2328'GROUND.  IT IS 50.5 FEET NORTHWEST OF THE NORTH-EAST BY SOUTHWEST
 AN2328'FENCE LINE.
 AN2328'
 AN2328'LUPE 1934 STATION MARK, A STANDARD DISK, STAMPED LUPE 1934,
 AN2328'IS SET IN A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS 2
 AN2328'INCHES ABOVE GROUND.  IT IS 17 FEET SOUTHEAST OF THE
 AN2328'NORTHEAST-BY-SOUTHWEST FENCE LINE, ABOUT MID-WAY OF THE MEAN
 AN2328'HIGH WATER LINE AND MEAN LOW WATER LINE, AT THE NORTHWEST
 AN2328'EDGE OF A SLIGHT COVE IN THE SHORE LINE, AND 2 FEET SOUTHEAST
 AN2328'OF A METAL WITNESS POST.
 AN2328
 AN2328                          STATION RECOVERY (1981)
 AN2328
 AN2328'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (SC)
 AN2328'LUPE 2 1969 IN GOOD CONDITION BUT THE WITNESS POST IS RUSTED
 AN2328'AWAY.  THE STATION WAS PROJECTING FROM 2 FEET DEEP WATER.  NO
 AN2328'REFERENCE POINTS WHERE LOCATED.  (PROBABLY BELOW WATER) AZI. MARK
 AN2328'WAS LOCATED AND IN GOOD CONDITION.
 AN2328'
 AN2328'LUPE 1934 WAS NOT RECOVERED.
 AN2328
 AN2328                          STATION RECOVERY (1999)
 AN2328
 AN2328'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1485 ***********************************************************************
 DN1485  DESIGNATION -  LUSE
 DN1485  PID         -  DN1485
 DN1485  STATE/COUNTY-  TX/COOKE
 DN1485  USGS QUAD   -  FREEMOUND (1961)
 DN1485
 DN1485                         *CURRENT SURVEY CONTROL
 DN1485  ___________________________________________________________________
 DN1485* NAD 83(1993)-  33 30 12.86290(N)    097 23 32.06204(W)     ADJUSTED  
 DN1485* NAVD 88     -       286.14   (+/-2cm)     938.8    (feet)  VERTCON   
 DN1485  ___________________________________________________________________
 DN1485  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 DN1485  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN1485
 DN1485  HORZ ORDER  -  THIRD
 DN1485  VERT ORDER  -  THIRD ? (See Below)
 DN1485
 DN1485.The horizontal coordinates were established by classical geodetic methods
 DN1485.and adjusted by the National Geodetic Survey in February 1996..
 DN1485
 DN1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1485.The vertical order pertains to the NGVD 29 superseded value.
 DN1485
 DN1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1485
 DN1485.The geoid height was determined by GEOID03.
 DN1485
 DN1485;                    North         East     Units Scale Factor Converg.
 DN1485;SPC TXNC     - 2,204,239.694   702,919.872   MT  0.99990364   +0 36 15.0
 DN1485;SPC TXNC     - 7,231,743.06  2,306,162.95   sFT  0.99990364   +0 36 15.0
 DN1485;UTM  14      - 3,708,272.113   649,339.023   MT  0.99987496   +0 53 15.5
 DN1485
 DN1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1485!SPC TXNC     -   0.99995915  x   0.99990364  =   0.99986280
 DN1485!UTM  14      -   0.99995915  x   0.99987496  =   0.99983412
 DN1485
 DN1485                          SUPERSEDED SURVEY CONTROL
 DN1485
 DN1485  NAD 83(1993)-  33 30 12.86415(N)    097 23 32.05681(W) AD(       ) 3
 DN1485  NAD 83(1986)-  33 30 12.86771(N)    097 23 32.05148(W) AD(       ) 3
 DN1485  NGVD 29 (07/26/91)  286.08   (m)          938.6    (f) LEVELING    3  
 DN1485
 DN1485.Superseded values are not recommended for survey control.
 DN1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1485.See file dsdata.txt to determine how the superseded data were derived.
 DN1485
 DN1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4933908272(NAD 83)
 DN1485_MARKER: DS = TRIANGULATION STATION DISK
 DN1485_SETTING: 0 = UNSPECIFIED SETTING
 DN1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1485
 DN1485  HISTORY     - Date     Condition        Report By
 DN1485  HISTORY     - 1958     MONUMENTED       USGS
 DN1485  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN1485
 DN1485                          STATION DESCRIPTION
 DN1485
 DN1485'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1485'LUSE, COOKE COUNTY, TEXAS, MUENSTER, 5.3 MI. S. OF ALONG FARM ROAD 373
 DN1485'TO JUNCTION FARM ROAD 1630, CONTINUE SOUTHERLY 5.4 MI. TO DEAD END AT
 DN1485'E-W. RD., CONTINUE W. 0.7 MI. TO TRACK RD. S., S. ON TRACK RD. 0.2
 DN1485'MI., NEAR CENTER OF TRIANGLE FORMED BY TRACK RDS.
 DN1485'
 DN1485'STATION MARK--A STANDARD TABLET STAMPED---LUSE ET - 1958---, IN A
 DN1485'CONCRETE POST.
 DN1485
 DN1485                          STATION RECOVERY (1995)
 DN1485
 DN1485'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0887 ***********************************************************************
 DO0887  DESIGNATION -  LUTHER ET
 DO0887  PID         -  DO0887
 DO0887  STATE/COUNTY-  TX/HASKELL
 DO0887  USGS QUAD   -  HASKELL (1966)
 DO0887
 DO0887                         *CURRENT SURVEY CONTROL
 DO0887  ___________________________________________________________________
 DO0887* NAD 83(1993)-  33 14 20.23234(N)    099 41 55.04954(W)     ADJUSTED  
 DO0887* NAVD 88     -       480.1    (meters)    1575.     (feet)  VERTCON   
 DO0887  ___________________________________________________________________
 DO0887  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DO0887  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DO0887
 DO0887  HORZ ORDER  -  SECOND
 DO0887
 DO0887.The horizontal coordinates were established by classical geodetic methods
 DO0887.and adjusted by the National Geodetic Survey in February 1996..
 DO0887
 DO0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0887
 DO0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0887
 DO0887.The geoid height was determined by GEOID03.
 DO0887
 DO0887;                    North         East     Units Scale Factor Converg.
 DO0887;SPC TXNC     - 2,174,988.284   488,303.633   MT  0.99987795   -0 39 13.4
 DO0887;SPC TXNC     - 7,135,774.06  1,602,042.84   sFT  0.99987795   -0 39 13.4
 DO0887;UTM  14      - 3,677,995.364   434,913.215   MT  0.99965223   -0 22 58.6
 DO0887
 DO0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0887!SPC TXNC     -   0.99992918  x   0.99987795  =   0.99980714
 DO0887!UTM  14      -   0.99992918  x   0.99965223  =   0.99958144
 DO0887
 DO0887:                Primary Azimuth Mark                     Grid Az
 DO0887:SPC TXNC     -  WEINERT MUN TANK                         014 56 52.5
 DO0887:UTM  14      -  WEINERT MUN TANK                         014 40 37.7
 DO0887
 DO0887|---------------------------------------------------------------------|
 DO0887| PID    Reference Object                     Distance      Geod. Az  |
 DO0887|                                                           dddmmss.s |
 DO0887| DO0879 WEINERT MUN TANK                    APPROX. 9.5 KM 0141739.1 |
 DO0887| CX8583 LUTHER ET RM 2                        8.764 METERS 08651     |
 DO0887| DO0862 THROCK ET                           APPROX.19.7 KM 0875945.6 |
 DO0887| DO0888 TOLIVER ET USGS 1966                 30.569 METERS 18436     |
 DO0887|---------------------------------------------------------------------|
 DO0887
 DO0887                          SUPERSEDED SURVEY CONTROL
 DO0887
 DO0887  NAD 83(1993)-  33 14 20.23514(N)    099 41 55.04861(W) AD(       ) 2
 DO0887  NAD 83(1986)-  33 14 20.23945(N)    099 41 55.04102(W) AD(       ) 2
 DO0887  NAD 27      -  33 14 19.87721(N)    099 41 53.72113(W) AD(       ) 2
 DO0887  NGVD 29 (07/19/86)  479.9    (m)         1574.     (f) VERT ANG       
 DO0887
 DO0887.Superseded values are not recommended for survey control.
 DO0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0887.See file dsdata.txt to determine how the superseded data were derived.
 DO0887
 DO0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3491377995(NAD 83)
 DO0887_MARKER: DD = SURVEY DISK
 DO0887_SETTING: 0 = UNSPECIFIED SETTING
 DO0887
 DO0887  HISTORY     - Date     Condition        Report By
 DO0887  HISTORY     - 1966     MONUMENTED       USGS
 DO0887
 DO0887                          STATION DESCRIPTION
 DO0887
 DO0887'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DO0887'LOCATED NORTH 22 DEG EAST ABOUT 6 MILES (AIRLINE) FROM
 DO0887'HASKELL, TEXAS.  SOUTH 14 DEG WEST ABOUT 6 MILES (AIRLINE) FROM
 DO0887'WEINERT, TEXAS.  0.2 MILES EAST OF U.S. HWY. 277.  ON THE NORTH
 DO0887'BANK OF A STOCK POND.  ON LAND OWNED BY LUTHER TOLIVER WHO LIVES IN
 DO0887'HASKELL, TEXAS.  3.5 FEET EAST OF A USGS WITNESS SIGN MOUNTED
 DO0887'ON A METAL POST.  THE SITE CAN BE LOCATED ON THE WICHITA FALLS
 DO0887'(NI 14-8) 1--250,000-SERIES MAP.
 DO0887'
 DO0887'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0887'
 DO0887'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED ROD
 DO0887'DRIVEN TO A DEPTH OF 15 FEET AND CENTERED IN A 6 INCH TILE, 12
 DO0887'INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH THE GROUND AND STAMPED
 DO0887'LUTHER ET 1966.
 DO0887'
 DO0887'REFERENCE MARK NO. 1 IS A PREVIOUSLY ESTABLISHED USGS ALUMINUM
 DO0887'STATION MARK TABLET SET IN A CONCRETE POST THAT PROJECTS 0.4
 DO0887'FEET.  LOCATED 100.29 FEET (30.569 METERS) SOUTH OF THE STATION
 DO0887'MARK AND STAMPED TOLIVER ET 1965 LUTHER ET RM NO. 1 1966.
 DO0887'
 DO0887'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DO0887'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET AND CENTERED IN A 6
 DO0887'INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH THE
 DO0887'GROUND.  LOCATED 28.752 FEET (8.764 METERS) EAST OF THE STATION
 DO0887'MARK AND STAMPED LUTHER ET NO. 2 1966.
 DO0887'
 DO0887'AZIMUTH MARK--USGS STATION THROCK ET IS VISIBLE FROM THE GROUND
 DO0887'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3154 ***********************************************************************
 CS3154  DESIGNATION -  LUTHERS
 CS3154  PID         -  CS3154
 CS3154  STATE/COUNTY-  TX/TARRANT
 CS3154  USGS QUAD   -  ALEDO (1981)
 CS3154
 CS3154                         *CURRENT SURVEY CONTROL
 CS3154  ___________________________________________________________________
 CS3154* NAD 83(1993)-  32 43 13.56505(N)    097 31 56.76273(W)     ADJUSTED  
 CS3154* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 CS3154  ___________________________________________________________________
 CS3154  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 CS3154  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 CS3154
 CS3154  HORZ ORDER  -  FIRST
 CS3154
 CS3154.The horizontal coordinates were established by classical geodetic methods
 CS3154.and adjusted by the National Geodetic Survey in February 1996..
 CS3154
 CS3154.The orthometric height was scaled from a topographic map.
 CS3154
 CS3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3154
 CS3154.The geoid height was determined by GEOID03.
 CS3154
 CS3154;                    North         East     Units Scale Factor Converg.
 CS3154;SPC TXNC     - 2,117,269.969   690,694.903   MT  0.99988923   +0 31 39.7
 CS3154;SPC TXNC     - 6,946,409.89  2,266,054.86   sFT  0.99988923   +0 31 39.7
 CS3154;UTM  14      - 3,621,247.213   637,530.914   MT  0.99983323   +0 47 36.3
 CS3154
 CS3154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3154!SPC TXNC     -   0.99996374  x   0.99988923  =   0.99985297
 CS3154!UTM  14      -   0.99996374  x   0.99983323  =   0.99979697
 CS3154
 CS3154:                Primary Azimuth Mark                     Grid Az
 CS3154:SPC TXNC     -  FORT WORTH ARLINGTN HTS MUN TK           081 41 17.9
 CS3154:UTM  14      -  FORT WORTH ARLINGTN HTS MUN TK           081 25 21.3
 CS3154
 CS3154|---------------------------------------------------------------------|
 CS3154| PID    Reference Object                     Distance      Geod. Az  |
 CS3154|                                                           dddmmss.s |
 CS3154| CS2980 FORT WORTH ARLINGTN HTS MUN TK      APPROX.12.5 KM 0821257.6 |
 CS3154| CS2977 FORT WORTH ARL HTS TEX CO TK        APPROX. 9.9 KM 0823017.8 |
 CS3154| CY1544 LUTHERS RM 1                         20.050 METERS 15553     |
 CS3154| CY1546 LUTHERS RM 3                         30.095 METERS 18315     |
 CS3154| CY1545 LUTHERS RM 2                         20.724 METERS 25335     |
 CS3154| CY1543 LUTHERS AZ MK                                      2744058.0 |
 CS3154| CS3149 TINSLEY                             APPROX.12.6 KM 3064413.1 |
 CS3154|---------------------------------------------------------------------|
 CS3154
 CS3154                          SUPERSEDED SURVEY CONTROL
 CS3154
 CS3154  NAD 83(1986)-  32 43 13.56797(N)    097 31 56.74573(W) AD(       ) 1
 CS3154  NAD 27      -  32 43 13.09500(N)    097 31 55.66000(W) AD(       ) 1
 CS3154
 CS3154.Superseded values are not recommended for survey control.
 CS3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3154.See file dsdata.txt to determine how the superseded data were derived.
 CS3154
 CS3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3753121247(NAD 83)
 CS3154_MARKER: DD = SURVEY DISK
 CS3154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3154
 CS3154  HISTORY     - Date     Condition        Report By
 CS3154  HISTORY     - 1946     MONUMENTED       CGS
 CS3154  HISTORY     - 1959     SEE DESCRIPTION  CGS
 CS3154  HISTORY     - 1962     SEE DESCRIPTION  CGS
 CS3154  HISTORY     - 1967     SEE DESCRIPTION  CGS
 CS3154  HISTORY     - 1967     SEE DESCRIPTION  TXHD
 CS3154  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS3154  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS3154
 CS3154                          STATION DESCRIPTION
 CS3154
 CS3154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3154'STATION IS LOCATED ABOUT 10 MILES W OF THE CITY OF FORT WORTH,
 CS3154'0.9 MILE E OF THE TARRANT-PARKER COUNTY LINE, 150 FEET NW
 CS3154'OF THE NW CORNER OF LUTHERS STORE, 37 FEET NW OF POWER-LINE
 CS3154'POLE NO. 22, 35 FEET S OF THE APPROXIMATE CENTER LINE OF
 CS3154'E-BOUND TRAFFIC LANE OF U.S. HIGHWAY 80, AND 20 FEET N OF
 CS3154'BARNYARD FENCE.
 CS3154'
 CS3154'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3154'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED LUTHERS
 CS3154'1946 AND PROJECTS 1 INCH.
 CS3154'
 CS3154'REFERENCE MARK 1 IS 65.78 FEET SSE OF THE STATION AND 1 FOOT
 CS3154'E OF THE E FENCE OF BARNYARD.  IT IS ABOUT 3 FEET LOWER IN
 CS3154'ELEVATION THAN THE STATION MARK.  IT IS A BRONZE REFERENCE
 CS3154'MARK, STAMPED LUTHERS NO 1 1946, AND IS SET IN THE TOP OF A
 CS3154'CONCRETE POST.  MARK PROJECTS 2 INCHES.
 CS3154'
 CS3154'REFERENCE MARK 2 IS 68.02 FEET WSW OF THE STATION, 56 FEET
 CS3154'S OF THE APPROXIMATE CENTER LINE OF THE E-BOUND TRAFFIC LANE
 CS3154'OF U.S. HIGHWAY 80, AND 1 FOOT N OF E-W FENCE LINE.  IT IS
 CS3154'A BRONZE REFERENCE MARK, STAMPED LUTHERS NO 2 1946, AND SET
 CS3154'IN THE TOP OF A CONCRETE POST.  MARK PROJECTS 2 INCHES.
 CS3154'
 CS3154'AZIMUTH MARK IS 0.3 MILE WNW OF THE STATION.  IT IS DIRECTLY
 CS3154'ACROSS THE HIGHWAY FROM THE COUNTY LINE STORE AND C.J.
 CS3154'GILLILAND GAS FILLING STATION, 57 FEET N OF THE APPROXIMATE
 CS3154'CENTER LINE OF THE W-BOUND TRAFFIC LANE OF U.S. HIGHWAY 80,
 CS3154'1 FOOT S OF AN E-W FENCE LINE, AND ABOUT 5 FEET HIGHER IN
 CS3154'ELEVATION THAN THE U.S. HIGHWAY.  IT IS A BRONZE AZIMUTH
 CS3154'MARK, STAMPED LUTHERS 1946, AND SET IN THE TOP OF A CONCRETE
 CS3154'POST.  MARK PROJECTS 2 INCHES.
 CS3154'
 CS3154'TO REACH THE STATION FROM THE WILL ROGERS MEMORIAL AND EXPOSITION
 CS3154'GROUNDS AT THE W EDGE OF FORT WORTH, GO W ON U.S. HIGHWAY
 CS3154'80 FOR 10.6 MILES TO THE LUTHERS STORE ON THE LEFT AND STATION
 CS3154'AS DESCRIBED.
 CS3154'
 CS3154'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON U.S.
 CS3154'HIGHWAY 80 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CS3154'
 CS3154'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3154
 CS3154                          STATION RECOVERY (1959)
 CS3154
 CS3154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS3154'STATION AND 2 REFERENCE MARKS WERE RECOVERED.  THE AZIMUTH
 CS3154'MARK HAS BEEN DESTROYED.  THE SURFACE STATION MARK HAS BEEN
 CS3154'DESTROYED AND THE SUB-SURFACE MARK IS NOW ABOUT 10 INCHES
 CS3154'BELOW THE SURFACE OF THE GRAVEL SHOULDER OF THE HIGHWAY.
 CS3154'THE STATION IS 37.8 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CS3154'BOUND OR SOUTH TRAFFIC LANE OF THE HIGHWAY, 146.3 FEET NORTH
 CS3154'WEST OF A WELL PIPE UNDER A WINDMILL AND 36.3 FEET NORTHWEST
 CS3154'OF A POWER POLE.
 CS3154'
 CS3154'R.M. NO. 1 IS AS DESCRIBED.
 CS3154'
 CS3154'R.M. NO. 2 IS A FLUSH MARK, SET IN THE POWER POLE LINE AND
 CS3154'IS IN RANGE WITH THE CENTERLINE OF A RESIDENTIAL STREET WHICH
 CS3154'BEGINS 1 BLOCK SOUTH AND EXTENDS SOUTHWARD.
 CS3154'
 CS3154'THE SITE OF THE AZIMUTH MARK IS NOW IN THE NORTH BACK-SLOPE
 CS3154'AREA OF THE HIGHWAY.
 CS3154
 CS3154                          STATION RECOVERY (1962)
 CS3154
 CS3154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS3154'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 CS3154'IN GOOD CONDITION AS DESCRIBED IN THE 1959 RECOVERY NOTE.
 CS3154'THE DISTANCES AS DESCRIBED IN 1959 TO THE SUB-SURFACE STATION
 CS3154'MARK WERE CHECKED AND FOUND TO BE CORRECT.  THE FOLLOWING
 CS3154'ARE DISTANCES FOR RECOVERY OF THE REFERENCE MARKS.  REFERENCE
 CS3154'MARK NO. 1, A STANDARD DISK STAMPED LUTHERS NO 1 1946, IS
 CS3154'SET IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  THE
 CS3154'EDGE OF THE CONCRETE POST HAS BEEN BROKEN OFF BUT THE DISK
 CS3154'IS SOLID.  IT IS 94 FEET WEST OF THE CENTER PIPE OF A WIND
 CS3154'MILL, AND 41 FEET SOUTH OF A POWER LINE POLE.
 CS3154'
 CS3154'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LUTHERS NO 2 1946, IS
 CS3154'SET IN A CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE
 CS3154'SURFACE OF THE GROUND.  IT IS IN LINE WITH THE POWER LINE
 CS3154'POLES AND IS IN RANGE WITH THE CENTERLINE OF A STREET WHICH
 CS3154'BEGINS 1 BLOCK SOUTH AND ESTENDS SOUTHWARD, 133 FEET EAST OF
 CS3154'A POWER LINE POLE, 96 FEET WEST OF A POWER LINE POLE, AND
 CS3154'57 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF U.S.
 CS3154'HIGHWAYS 80 AND 180.
 CS3154
 CS3154                          STATION RECOVERY (1967)
 CS3154
 CS3154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3154'THE UNDERGROUND STATION MARK, REFERENCE MARKS NO. 1 AND NO.
 CS3154'2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 CS3154'BEEN DESTROYED.  AT REQUEST OF LAND OWNER REFERENCE MARK
 CS3154'NO. 1 WAS DESTROYED TO CLEAR THE AREA FOR A BUILDING.  A
 CS3154'NEW REFERENCE MARK WAS SET.  NO. TRIANGULATION STATIONS
 CS3154'OR INTERSECTION STATIONS VISIBLE TO SET AN AZIMUTH MARK
 CS3154'FOR THE STATION.
 CS3154'
 CS3154'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 10 MILES
 CS3154'WEST OF FORT WORTH ALONG THE SOUTH RIGHT-OF-WAY OF INTERSTATE
 CS3154'HIGHWAY 20 AND U.S. HIGHWAYS 80-180.
 CS3154'
 CS3154'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 183 AND
 CS3154'INTERSTATE HIGHWAY 20 AT THE WEST PART OF FORT WORTH, GO WEST
 CS3154'ON INTERSTATE HIGHWAY 20 FOR 5.6 MILES TO STATION ON THE LEFT.
 CS3154'
 CS3154'STATION MARK A STANDARD DISK, STAMPED LUTHERS 1946, IS SET
 CS3154'IN A SQUARE CONCRETE POST WHICH IS ABOUT 10 INCHES BELOW
 CS3154'THE SURFACE OF GROUND.  IT IS 37.8 FEET SOUTH OF THE CENTER
 CS3154'LINE OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY
 CS3154'20, 146.3 FEET NORTHWEST OF THE CENTER OF A WINDMILL, 36.3
 CS3154'FEET NORTHWEST OF A POWERLINE POLE, AND 97 FEET NORTH OF
 CS3154'THE NORTHEAST CORNER OF A BUILDING.
 CS3154'
 CS3154'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED LUTHERS NO 2
 CS3154'1946 IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 CS3154'SURFACE OF GROUND.  IT IS IN PROLONGATION OF THE CENTER LINE
 CS3154'OF A BLACK-TOP STREET WHICH IS ONE BLOCK SOUTH AND EXTENDING
 CS3154'SOUTHWARD, AND IS IN LINE WITH POWER LINE POLES, 133 FEET
 CS3154'EAST OF A POWER LINE POLE, 96 FEET WEST OF A POWER LINE POLE,
 CS3154'AND 57 FEET SOUTH OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE
 CS3154'HIGHWAY 20.
 CS3154'
 CS3154'REFERENCE MARK NO. 3 A STANDARD DISK, STAMPED LUTHERS NO 3
 CS3154'1946 1967, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH
 CS3154'WITH THE SURFACE OF GROUND.  IT IS 2 FEET EAST OF THE NORTHEAST
 CS3154'CORNER OF BUILDING AND 2 FEET SOUTH OF THE NORTHEAST CORNER
 CS3154'OF BUILDING.
 CS3154'
 CS3154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 CS3154'WEST OF FORT WORTH
 CS3154
 CS3154                          STATION RECOVERY (1967)
 CS3154
 CS3154'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1967 (SSG)
 CS3154'LUTHERS TRIANGULATION STA.-STATION HAS BEEN COVERED BY ASPHALT
 CS3154'PAVEMENT.  IT WILL BE IN LIMITS OF NEW HIGHWAY CONSTRUCTION.
 CS3154
 CS3154                          STATION RECOVERY (1997)
 CS3154
 CS3154'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3154'MARK NOT FOUND.
 CS3154
 CS3154                          STATION RECOVERY (2004)
 CS3154
 CS3154'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS3154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0645 ***********************************************************************
 EN0645  DESIGNATION -  LUTIE
 EN0645  PID         -  EN0645
 EN0645  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0645  USGS QUAD   -  WELLINGTON NW (1982)
 EN0645
 EN0645                         *CURRENT SURVEY CONTROL
 EN0645  ___________________________________________________________________
 EN0645* NAD 83(1993)-  34 59 38.93704(N)    100 13 15.99604(W)     ADJUSTED  
 EN0645* NAVD 88     -       668.     (meters)    2192.     (feet)  VERTCON   
 EN0645  ___________________________________________________________________
 EN0645  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 EN0645  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EN0645
 EN0645  HORZ ORDER  -  THIRD
 EN0645
 EN0645.The horizontal coordinates were established by classical geodetic methods
 EN0645.and adjusted by the National Geodetic Survey in February 1996..
 EN0645
 EN0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0645
 EN0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0645
 EN0645.The geoid height was determined by GEOID03.
 EN0645
 EN0645;                    North         East     Units Scale Factor Converg.
 EN0645;SPC TX N     - 1,111,043.128   316,745.347   MT  0.99993805   +0 44 28.2
 EN0645;SPC TX N     - 3,645,147.33  1,039,188.69   sFT  0.99993805   +0 44 28.2
 EN0645;UTM  14      - 3,873,075.324   388,560.848   MT  0.99975305   -0 42 01.3
 EN0645
 EN0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0645!SPC TX N     -   0.99989935  x   0.99993805  =   0.99983740
 EN0645!UTM  14      -   0.99989935  x   0.99975305  =   0.99965242
 EN0645
 EN0645:                Primary Azimuth Mark                     Grid Az
 EN0645:SPC TX N     -  LUTIE TINDALL COTTON GIN TANK            359 24 34.4
 EN0645:UTM  14      -  LUTIE TINDALL COTTON GIN TANK            000 51 03.9
 EN0645
 EN0645|---------------------------------------------------------------------|
 EN0645| PID    Reference Object                     Distance      Geod. Az  |
 EN0645|                                                           dddmmss.s |
 EN0645| FL1943 LUTIE TINDALL COTTON GIN TANK       APPROX. 3.1 KM 0000902.6 |
 EN0645| CX8584 LUTIE AZ MK                                        0011844.0 |
 EN0645| CX8586 LUTIE 2 RM 4 AZIMUTH                               0020120.7 |
 EN0645| EN0011 U 426                                              1791119.8 |
 EN0645| CX8585 LUTIE RM 1                           29.645 METERS 20900     |
 EN0645| EN0012 LUTIE 2                              47.262 METERS 22118     |
 EN0645| EN0014 LUTIE 2 RM 3                                       25300     |
 EN0645| EN0013 LUTIE RM 2                           43.608 METERS 27810     |
 EN0645|---------------------------------------------------------------------|
 EN0645
 EN0645                          SUPERSEDED SURVEY CONTROL
 EN0645
 EN0645  NAD 83(1993)-  34 59 38.93828(N)    100 13 15.99633(W) AD(       ) 3
 EN0645  NAD 83(1986)-  34 59 38.94031(N)    100 13 15.98822(W) AD(       ) 3
 EN0645  NAD 27      -  34 59 38.75600(N)    100 13 14.57600(W) AD(       ) 3
 EN0645  NGVD 29 (07/19/86)  668.     (m)         2192.     (f) VERT ANG       
 EN0645
 EN0645.Superseded values are not recommended for survey control.
 EN0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0645.See file dsdata.txt to determine how the superseded data were derived.
 EN0645
 EN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8856173075(NAD 83)
 EN0645_MARKER: DS = TRIANGULATION STATION DISK
 EN0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0645
 EN0645  HISTORY     - Date     Condition        Report By
 EN0645  HISTORY     - 1951     MONUMENTED       CGS
 EN0645  HISTORY     - 1974     GOOD             NGS
 EN0645
 EN0645                          STATION DESCRIPTION
 EN0645
 EN0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0645'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF WELLINGTON, 2
 EN0645'MILES SOUTH OF LUTIE, 71 FEET WEST OF U.S. HIGHWAY 83, 6 FEET
 EN0645'EAST OF A WITNESS POST, AND ON THE HIGHWAY RIGHT-OF-WAY.
 EN0645'THE MARK IS A BRONZE DISK STAMPED LUTIE 1951, AND SET IN A
 EN0645'CONCRETE CYLINDER THAT PROJECTS 1 INCH.
 EN0645'
 EN0645'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED LUTIE NO 1
 EN0645'1951, AND SET IN A CONCRETE POST THAT PROJECTS 1 INCH.
 EN0645'
 EN0645'REFERENCE MARK NO. 2 IS 5 FEET NORTH OF A TELEPHONE POLE AND
 EN0645'2-1/2 FEET NORTH OF A FENCE CORNER.  THE MARK IS A BRONZE
 EN0645'DISK STAMPED LUTIE NO 2 1951, AND SET IN A CONCRETE CYLINDER
 EN0645'THAT PROJECTS 2 INCHES.
 EN0645'
 EN0645'THE AZIMUTH MARK IS 0.6 MILE SOUTH OF LUTIE, 59 FEET NORTHWEST
 EN0645'OF THE NORTHWEST CORNER OF A HOUSE, 52 FEET EAST OF THE
 EN0645'CENTER LINE OF U.S. HIGHWAY 83, 2 FEET SOUTHEAST OF A FENCE
 EN0645'CORNER, AND 2 FEET WEST OF A WITNESS POST.  THE MARK IS A
 EN0645'BRONZE DISK STAMPED LUTIE 1951, AND SET IN A CONCRETE CYLINDER
 EN0645'THAT PROJECTS 3 INCHES.
 EN0645'
 EN0645'BENCH MARK U 426 IS 0.15 MILE SOUTH OF THE STATION AND 49 FEET
 EN0645'WEST OF THE CENTER LINE OF U.S. HIGHWAY 83.  THE MARK IS A
 EN0645'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED U 426
 EN0645'1934, AND SET IN A CONCRETE POST THAT PROJECTS 12 INCHES.
 EN0645'
 EN0645'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 EN0645'AND 83 IN SHAMROCK.  GO SOUTH ON U.S. HIGHWAY 83 FOR 15
 EN0645'MILES TO THE SMALL VILLAGE OF LUTIE.  CONTINUE SOUTH FOR 0.6
 EN0645'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 EN0645'SOUTH FOR 1.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 EN0645
 EN0645                          STATION RECOVERY (1974)
 EN0645
 EN0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EN0645'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND BENCH MARK
 EN0645'U 426 1934 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 EN0645'AZIMUTH MARK WAS NOT RECOVERED AND ITS BELIEVED THAT THE
 EN0645'MARK HAS BEEN DESTROYED.  THE DISTANCE AND DIRECTION TO THE
 EN0645'REFERENCE MARKS WERE CHECKED.
 EN0645'
 EN0645'THE STATION MARK, REFERENCE MARK NO. 1 AND BENCH MARK U 426
 EN0645'WILL BE DESTROYED BY ROAD CONSTRUCTION.  LUTIE 2, REFERENCE
 EN0645'MARKS 3 AND 4 AZI. WERE ESTABLISHED OUT OF THE CONSTRUCTION
 EN0645'AREA.  ELEVATION FROM BENCH MARK U 426 WERE TRANSFERRED TO
 EN0645'LUTIE 2, AND REFERENCE MARKS 2 AND 3.
 EN0645'
 EN0645'SEE DESCRIPTION TO LUTIE 2 1974.
 EN0645'
 EN0645'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WELLINGTON
 EN0645'9-1/2 MILES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0012 ***********************************************************************
 EN0012  DESIGNATION -  LUTIE 2
 EN0012  PID         -  EN0012
 EN0012  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0012  USGS QUAD   -  WELLINGTON NW (1982)
 EN0012
 EN0012                         *CURRENT SURVEY CONTROL
 EN0012  ___________________________________________________________________
 EN0012* NAD 83(1993)-  34 59 37.78489(N)    100 13 17.22611(W)     ADJUSTED  
 EN0012* NAVD 88     -       666.27   (+/-2cm)    2185.9    (feet)  VERTCON   
 EN0012  ___________________________________________________________________
 EN0012  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 EN0012  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EN0012
 EN0012  HORZ ORDER  -  THIRD
 EN0012  VERT ORDER  -  THIRD (See Below)
 EN0012
 EN0012.The horizontal coordinates were established by classical geodetic methods
 EN0012.and adjusted by the National Geodetic Survey in February 1996..
 EN0012.No horizontal observational check was made to the station.
 EN0012
 EN0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0012.The vertical order pertains to the NGVD 29 superseded value.
 EN0012
 EN0012.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0012
 EN0012.The geoid height was determined by GEOID03.
 EN0012
 EN0012;                    North         East     Units Scale Factor Converg.
 EN0012;SPC TX N     - 1,111,007.224   316,714.617   MT  0.99993809   +0 44 27.5
 EN0012;SPC TX N     - 3,645,029.53  1,039,087.87   sFT  0.99993809   +0 44 27.5
 EN0012;UTM  14      - 3,873,040.211   388,529.230   MT  0.99975314   -0 42 02.0
 EN0012
 EN0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0012!SPC TX N     -   0.99989967  x   0.99993809  =   0.99983776
 EN0012!UTM  14      -   0.99989967  x   0.99975314  =   0.99965283
 EN0012
 EN0012:                Primary Azimuth Mark                     Grid Az
 EN0012:SPC TX N     -  LUTIE 2 RM 4 AZIMUTH                     002 47 45.1
 EN0012:UTM  14      -  LUTIE 2 RM 4 AZIMUTH                     004 14 14.6
 EN0012
 EN0012|---------------------------------------------------------------------|
 EN0012| PID    Reference Object                     Distance      Geod. Az  |
 EN0012|                                                           dddmmss.s |
 EN0012| CX8586 LUTIE 2 RM 4 AZIMUTH                               0033212.6 |
 EN0012| EN0645 LUTIE                                47.262 METERS 04118     |
 EN0012| EN0011 U 426                                              1703311.4 |
 EN0012| EN0013 LUTIE RM 2                           43.391 METERS 34402     |
 EN0012| EN0014 LUTIE 2 RM 3                                       35957     |
 EN0012|---------------------------------------------------------------------|
 EN0012
 EN0012                          SUPERSEDED SURVEY CONTROL
 EN0012
 EN0012  NAD 83(1993)-  34 59 37.78613(N)    100 13 17.22640(W) AD(       ) 3
 EN0012  NAD 83(1986)-  34 59 37.78817(N)    100 13 17.21828(W) AD(       ) 3
 EN0012  NAD 27      -  34 59 37.60382(N)    100 13 15.80604(W) AD(       ) 3
 EN0012  NGVD 29 (01/29/03)  665.98   (m)         2185.0    (f) RESET       3  
 EN0012
 EN0012.Superseded values are not recommended for survey control.
 EN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0012.See file dsdata.txt to determine how the superseded data were derived.
 EN0012
 EN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8852973040(NAD 83)
 EN0012_MARKER: DS = TRIANGULATION STATION DISK
 EN0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0012_STAMPING: LUTIE 2 1974
 EN0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0012+STABILITY: SURFACE MOTION
 EN0012
 EN0012  HISTORY     - Date     Condition        Report By
 EN0012  HISTORY     - 1974     MONUMENTED       NGS
 EN0012  HISTORY     - 1974     GOOD             NGS
 EN0012
 EN0012                          STATION DESCRIPTION
 EN0012
 EN0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EN0012'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF WELLINGTON, 2.1
 EN0012'MILES SOUTH OF THE LUTTIE STORE AND CROSSROADS AND ON THE WEST
 EN0012'RIGHT-OF-WAY OF U.S. HIGHWAY 83.
 EN0012'
 EN0012'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83
 EN0012'AND STATE HIGHWAY 204 IN WELLINGTON, GO NORTH ON U.S. HWY. 83 FOR
 EN0012'7.0 MILES TO THE SALT FORK, RED RIVER BRIDGE, CONTINUE NORTH ON
 EN0012'U.S. HWY. 83 FOR 2.4 MILES TO THE TOP OF A SMALL RISE AND STATION
 EN0012'ON THE LEFT.
 EN0012'
 EN0012'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 1439 AND
 EN0012'U.S. HWY. 83, AT LUTIE CROSSROADS, GO SOUTH ON U.S. HWY. 83 FOR
 EN0012'2.1 MILES TO TOP OF SMALL RISE AND STATION ON THE RIGHT.
 EN0012'
 EN0012'STATION IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN THE
 EN0012'TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS
 EN0012'STAMPED LUTIE 2 1974.  IT IS 139 FEET SOUTH OF A T FENCE-LINE
 EN0012'CORNER POST, 7 FEET NORTH OF A STATE HIGHWAY SURVEY STATION MARK
 EN0012'919+47.61, WHICH IS A BRONZE DISK SET IN CONCRETE POST FLUSH WITH
 EN0012'THE GROUND, 3 FEET NORTHEAST OF A METAL WITNESS POST AND 2 FEET
 EN0012'EAST OF THE RIGHT-OF-WAY FENCE-LINE.
 EN0012'
 EN0012'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A
 EN0012'ROUND CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED
 EN0012'LUTIE NO 2 1951.  IT IS 38 FEET WEST OF THE FENCE-LINE AND ALSO
 EN0012'T FENCE-LINE CORNER POST, 3 FEET SOUTHEAST OF A T FENCE-LINE
 EN0012'CORNER POST OF A TRIANGULAR FORMED FENCE ENCLOSURE AND 2 FEET
 EN0012'SOUTH OF THE FENCE-LINE.
 EN0012'
 EN0012'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EN0012'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED LUTIE
 EN0012'2 1974 NO. 3.  IT IS 54 FEET SOUTH OF A T FENCE-LINE CORNER POST,
 EN0012'55 FEET SOUTH OF STATE HIGHWAY SURVEY STATION 921 AND 2 FEET EAST
 EN0012'OF THE RIGHT-OF-WAY FENCE-LINE.
 EN0012'
 EN0012'REFERENCE MARK NO. 4 AZI., IS A STANDARD REFERENCE MARK DISK,
 EN0012'SET IN A DRILL HOLE IN BEDROCK, THAT PROJECTS ABOUT 6-INCHES AND IS
 EN0012'STAMPED LUTIE 2 NO 4 AZI 1974.  IT IS 42 FEET WEST-NORTHWEST OF
 EN0012'STATE HIGHWAY SURVEY STATION 956+40, WHICH IS A BRONZE DISK, SET
 EN0012'IN A ROUND CONCRETE POST, FLUSH WITH THE GROUND, 39 FEET WEST OF
 EN0012'THE FENCE-LINE AND 37 FEET EAST OF THE CENTER OF THE NORTH BOUND
 EN0012'TRAFFIC LANE OF U.S. HWY. 83.
 EN0012'
 EN0012'TO REACH REFERENCE MARK NO. 4 AZI, FROM THE STATION, GO NORTH ON
 EN0012'U.S. 83 FOR 0.75 MILE TO EMBANKMENT ON RIGHT AND MARK ON THE
 EN0012'RIGHT.
 EN0012'
 EN0012'NEAREST TOWN--WELLINGTON.
 EN0012
 EN0012                          STATION RECOVERY (1974)
 EN0012
 EN0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EN0012'9.5 MI N FROM WELLINGTON.
 EN0012'FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 204 IN
 EN0012'WELLINGTON, GO NORTH ON U.S. HWY.  83 FOR 7.0 MILES TO THE SALT FORK,
 EN0012'RED RIVER BRIDGE, CONTINUE NORTH ON U.S. HWY. 83 FOR 4.5 MILES TO THE
 EN0012'TOP OF A SMALL RISE AND MARK ON THE LEFT.  STANDARD TRIANGULATION
 EN0012'STATION MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS
 EN0012'FLUSH WITH THE GROUND AND IS STAMPED LUTIE 2 1974.  IT IS 139 FEET
 EN0012'SOUTH OF A T FENCE-LINE CORNER POST, 7 FEET NORTH OF HIGHWAY SURVEY
 EN0012'STATION 919+47.61, WHICH IS A BRONZE DISK SET IN CONCRETE ON ROAD
 EN0012'RIGHT-OF-WAY, 3 FEET NORTHEAST OF A METAL WITNESS POST AND 2 FEET EAST
 EN0012'OF THE FENCE-LINE AND THE WEST EDGE OF RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0014 ***********************************************************************
 EN0014  DESIGNATION -  LUTIE 2 RM 3
 EN0014  PID         -  EN0014
 EN0014  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0014  USGS QUAD   -  WELLINGTON NW (1982)
 EN0014
 EN0014                         *CURRENT SURVEY CONTROL
 EN0014  ___________________________________________________________________
 EN0014* NAD 83(1986)-  34 59 37.     (N)    100 13 16.     (W)     SCALED    
 EN0014* NAVD 88     -       665.70   (+/-2cm)    2184.1    (feet)  VERTCON   
 EN0014  ___________________________________________________________________
 EN0014  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EN0014
 EN0014  VERT ORDER  -  THIRD (See Below)
 EN0014
 EN0014.The horizontal coordinates were scaled from a topographic map and have
 EN0014.an estimated accuracy of +/- 6 seconds.
 EN0014
 EN0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0014.The vertical order pertains to the NGVD 29 superseded value.
 EN0014
 EN0014.The geoid height was determined by GEOID03.
 EN0014
 EN0014;                    North         East    Units  Estimated Accuracy
 EN0014;SPC TX N     - 1,110,980.      316,750.      MT  (+/- 180 meters Scaled)
 EN0014
 EN0014                          SUPERSEDED SURVEY CONTROL
 EN0014
 EN0014  NGVD 29 (01/29/03)  665.40   (m)         2183.1    (f) RESET       3  
 EN0014
 EN0014.Superseded values are not recommended for survey control.
 EN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0014.See file dsdata.txt to determine how the superseded data were derived.
 EN0014
 EN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD885730(NAD 83)
 EN0014_MARKER: DR = REFERENCE MARK DISK
 EN0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0014_STAMPING: LUTIE 2 NO 3 1974
 EN0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0014+STABILITY: SURFACE MOTION
 EN0014
 EN0014  HISTORY     - Date     Condition        Report By
 EN0014  HISTORY     - 1974     MONUMENTED       NGS
 EN0014
 EN0014                          STATION DESCRIPTION
 EN0014
 EN0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EN0014'9.5 MI N FROM WELLINGTON.
 EN0014'FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 204 IN
 EN0014'WELLINGTON, GO NORTH ON U.S. HWY. 83 FOR 7.0 MILES TO THE SALT FORK,
 EN0014'RED RIVER BRIDGE, CONTINUE NORTH ON U.S. HWY. 83 FOR 4.5 MILES TO THE
 EN0014'TOP OF A SMALL RISE AND MARK ON THE LEFT.  STANDARD REFERENCE MARK
 EN0014'DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE
 EN0014'GROUND AND IS STAMPED LUTIE 2 NO 3 1974.  IT IS 85 FEET NORTH OF LUTIE
 EN0014'2 1974, 55 FEET SOUTH OF HIGHWAY SURVEY STATION 921, 54 FEET SOUTH OF
 EN0014'A T FENCE-LINE CORNER POST AND 2 FEET EAST OF FENCE-LINE AND WEST EDGE
 EN0014'OF RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0013 ***********************************************************************
 EN0013  DESIGNATION -  LUTIE RM 2
 EN0013  PID         -  EN0013
 EN0013  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0013  USGS QUAD   -  WELLINGTON NW (1982)
 EN0013
 EN0013                         *CURRENT SURVEY CONTROL
 EN0013  ___________________________________________________________________
 EN0013* NAD 83(1986)-  34 59 38.     (N)    100 13 15.     (W)     SCALED    
 EN0013* NAVD 88     -       665.44   (+/-2cm)    2183.2    (feet)  VERTCON   
 EN0013  ___________________________________________________________________
 EN0013  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EN0013
 EN0013  VERT ORDER  -  THIRD (See Below)
 EN0013
 EN0013.The horizontal coordinates were scaled from a topographic map and have
 EN0013.an estimated accuracy of +/- 6 seconds.
 EN0013
 EN0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0013.The vertical order pertains to the NGVD 29 superseded value.
 EN0013
 EN0013.The geoid height was determined by GEOID03.
 EN0013
 EN0013;                    North         East    Units  Estimated Accuracy
 EN0013;SPC TX N     - 1,111,020.      316,770.      MT  (+/- 180 meters Scaled)
 EN0013
 EN0013                          SUPERSEDED SURVEY CONTROL
 EN0013
 EN0013  NGVD 29 (01/29/03)  665.14   (m)         2182.2    (f) RESET       3  
 EN0013
 EN0013.Superseded values are not recommended for survey control.
 EN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0013.See file dsdata.txt to determine how the superseded data were derived.
 EN0013
 EN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD885730(NAD 83)
 EN0013_MARKER: DR = REFERENCE MARK DISK
 EN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0013_STAMPING: LUTIE NO 2 1951
 EN0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0013+STABILITY: SURFACE MOTION
 EN0013
 EN0013  HISTORY     - Date     Condition        Report By
 EN0013  HISTORY     - 1951     MONUMENTED       CGS
 EN0013  HISTORY     - 1974     GOOD             NGS
 EN0013
 EN0013                          STATION DESCRIPTION
 EN0013
 EN0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EN0013'9.5 MI N FROM WELLINGTON.
 EN0013'FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 204 IN
 EN0013'WELLINGTON, GO NORTH ON U.S. HWY. 83 FOR 7.0 MILES TO THE SALT FORK,
 EN0013'RED RIVER BRIDGE, CONTINUE NORTH ON U.S. HWY. 83 FOR 4.5 MILES TO THE
 EN0013'TOP OF A SMALL RISE AND MARK ON THE LEFT.  STANDARD REFERENCE MARK
 EN0013'DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT 2
 EN0013'INCHES AND IS STAMPED LUTIE NO 2 1951.  IT IS 38 FEET WEST OF A
 EN0013'FENCE-LINE AND A T FENCE-LINE CORNER POST, 3 FEET SOUTHEAST OF A T
 EN0013'FENCE-LINE CORNER POST OF A SMALL TRIANGULAR FORMED FENCE ENCLOSURE
 EN0013'AND 2 FEET SOUTH OF THE FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1943 ***********************************************************************
 FL1943  DESIGNATION -  LUTIE TINDALL COTTON GIN TANK
 FL1943  PID         -  FL1943
 FL1943  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1943  USGS QUAD   -  LUTIE (1964)
 FL1943
 FL1943                         *CURRENT SURVEY CONTROL
 FL1943  ___________________________________________________________________
 FL1943* NAD 83(1993)-  35 01 18.69207(N)    100 13 15.67703(W)     ADJUSTED  
 FL1943* NAVD 88     -                                                        
 FL1943  ___________________________________________________________________
 FL1943  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 FL1943  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FL1943
 FL1943  HORZ ORDER  -  THIRD
 FL1943
 FL1943.The horizontal coordinates were established by classical geodetic methods
 FL1943.and adjusted by the National Geodetic Survey in February 1996..
 FL1943
 FL1943
 FL1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1943
 FL1943.The geoid height was determined by GEOID03.
 FL1943
 FL1943;                    North         East     Units Scale Factor Converg.
 FL1943;SPC TX N     - 1,114,116.917   316,713.671   MT  0.99993462   +0 44 28.4
 FL1943;SPC TX N     - 3,655,231.92  1,039,084.77   sFT  0.99993462   +0 44 28.4
 FL1943;UTM  14      - 3,876,148.374   388,606.513   MT  0.99975293   -0 42 02.9
 FL1943
 FL1943                          SUPERSEDED SURVEY CONTROL
 FL1943
 FL1943  NAD 83(1993)-  35 01 18.69307(N)    100 13 15.67729(W) AD(       ) 4
 FL1943  NAD 83(1986)-  35 01 18.69471(N)    100 13 15.66865(W) AD(       ) 4
 FL1943  NAD 27      -  35 01 18.51000(N)    100 13 14.25500(W) AD(       ) 3
 FL1943
 FL1943.Superseded values are not recommended for survey control.
 FL1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1943.See file dsdata.txt to determine how the superseded data were derived.
 FL1943
 FL1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8860776148(NAD 83)
 FL1943_MARKER: 53 = ELEVATED TANK
 FL1943
 FL1943  HISTORY     - Date     Condition        Report By
 FL1943  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1943
 FL1943                          STATION DESCRIPTION
 FL1943
 FL1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1943'A METAL TANK ON STEEL FRAMEWORK AT THE J.M. TINDALL COTTON GIN
 FL1943'ON EAST SIDE OF U.S. HIGHWAY 83 AT SETTLEMENT OF LUTIE.  ABOUT
 FL1943'13.5 MILES SOUTH OF SHAMROCK AND 11.5 MILES NORTH OF WELLINGTON.
 FL1943'TOP CENTER OF TANK WAS THE POINT OBSERVED ON, ELEVATED TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0328 ***********************************************************************
 AB0328  DESIGNATION -  LUTTES
 AB0328  PID         -  AB0328
 AB0328  STATE/COUNTY-  TX/CAMERON
 AB0328  USGS QUAD   -  THREE ISLANDS (1983)
 AB0328
 AB0328                         *CURRENT SURVEY CONTROL
 AB0328  ___________________________________________________________________
 AB0328* NAD 83(1993)-  26 15 39.11072(N)    097 19 41.92453(W)     ADJUSTED  
 AB0328* NAVD 88     -         9.502  (meters)      31.17   (feet)  ADJUSTED  
 AB0328  ___________________________________________________________________
 AB0328  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AB0328  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 AB0328  DYNAMIC HT  -           9.487 (meters)      31.13  (feet)  COMP
 AB0328  MODELED GRAV-     979,069.3   (mgal)                       NAVD 88
 AB0328
 AB0328  HORZ ORDER  -  SECOND
 AB0328  VERT ORDER  -  SECOND    CLASS 0
 AB0328
 AB0328.The horizontal coordinates were established by classical geodetic methods
 AB0328.and adjusted by the National Geodetic Survey in February 1996..
 AB0328
 AB0328.The orthometric height was determined by differential leveling
 AB0328.and adjusted by the National Geodetic Survey in June 1991..
 AB0328
 AB0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0328
 AB0328.The geoid height was determined by GEOID03.
 AB0328
 AB0328.The dynamic height is computed by dividing the NAVD 88
 AB0328.geopotential number by the normal gravity value computed on the
 AB0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0328.degrees latitude (g = 980.6199 gals.).
 AB0328
 AB0328.The modeled gravity was interpolated from observed gravity values.
 AB0328
 AB0328;                    North         East     Units Scale Factor Converg.
 AB0328;SPC TX S     - 5,066,377.010   417,042.090   MT  0.99997761   +0 31 55.0
 AB0328;SPC TX S     -16,621,938.57  1,368,245.59   sFT  0.99997761   +0 31 55.0
 AB0328;UTM  14      - 2,905,651.169   666,941.889   MT  0.99994410   +0 44 23.4
 AB0328
 AB0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0328!SPC TX S     -   1.00000196  x   0.99997761  =   0.99997957
 AB0328!UTM  14      -   1.00000196  x   0.99994410  =   0.99994606
 AB0328
 AB0328|---------------------------------------------------------------------|
 AB0328| PID    Reference Object                     Distance      Geod. Az  |
 AB0328|                                                           dddmmss.s |
 AB0328| AB0329 LUTTES RM 1                          20.128 METERS 02635     |
 AB0328| CV2630 LUTTES AZ MK                                       0361940.0 |
 AB0328| AB1532 LAGUNA MADRE AIRBASE TANK           APPROX.12.0 KM 1851540.2 |
 AB0328| AB0330 LUTTES RM 2                          19.417 METERS 29552     |
 AB0328|---------------------------------------------------------------------|
 AB0328
 AB0328                          SUPERSEDED SURVEY CONTROL
 AB0328
 AB0328  NAD 83(1986)-  26 15 39.12530(N)    097 19 41.88258(W) AD(       ) 2
 AB0328  NAD 27      -  26 15 37.85600(N)    097 19 40.96500(W) AD(       ) 2
 AB0328  NGVD 29 (??/??/92)    9.602  (m)           31.50   (f) ADJ UNCH    2 0
 AB0328
 AB0328.Superseded values are not recommended for survey control.
 AB0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0328.See file dsdata.txt to determine how the superseded data were derived.
 AB0328
 AB0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6694205651(NAD 83)
 AB0328_MARKER: DS = TRIANGULATION STATION DISK
 AB0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0328_STAMPING: LUTTES 1939
 AB0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0328+STABILITY: SURFACE MOTION
 AB0328
 AB0328  HISTORY     - Date     Condition        Report By
 AB0328  HISTORY     - 1939     MONUMENTED       CGS
 AB0328  HISTORY     - 1949     GOOD             CGS
 AB0328  HISTORY     - 1949     GOOD             CGS
 AB0328  HISTORY     - 1950     GOOD             NGS
 AB0328  HISTORY     - 1962     GOOD             SUNOCO
 AB0328  HISTORY     - 19910327 MARK NOT FOUND   USPSQD
 AB0328  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0328
 AB0328                          STATION DESCRIPTION
 AB0328
 AB0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB0328'ABOUT 14-1/2 MILES NNW OF PORT ISABEL, ABOUT 16 MILES NE OF
 AB0328'LOS FRESNOS, ABOUT 2-1/4 MILES E OF BUENA VISTA, ON TOWNSITE
 AB0328'POINT (RANCH NAME FOR POINT) EXTENDING NORTHEASTWARD FROM
 AB0328'MAINLAND INTO LAGUNA MADRE TOWARD THREE ISLANDS, ON BUENA
 AB0328'VISTA RANCH OWNED BY MR. J.W. LUTTES, TYLER, TEXAS.  STATION IS
 AB0328'0.35 MILE SW OF A CORRAL ON POINT, NEAR SW END OF RIDGE,
 AB0328'ON HIGHEST POINT OF RIDGE, ABOUT 250 FEET NW OF SHORE OF A
 AB0328'BAY, ABOUT 235 FEET NNE OF A TALL SPANISH DAGGER NEAR SW END
 AB0328'OF TOP OF RIDGE.
 AB0328'
 AB0328'AZIMUTH IS 0.35 MILE NE OF STATION NEAR THE END OF AND 12 FEET
 AB0328'E OF TRAIL ROAD, 95 FEET S OF A POLE CORRAL AND ABOUT 500
 AB0328'FEET NW OF SHORE OF LAGUNA MADRE.
 AB0328'
 AB0328'TO REACH FROM SAN BENITO POST OFFICE GO NE 1.9 MILES TO T ROAD
 AB0328'AND SIGN BAYVIEW, TURN RIGHT ON T 13.6 MILES TO CROSS ROADS
 AB0328'AT BAYVIEW, TURN N 1.4 MILES TO T-ROAD ON RIGHT, TURN RIGHT
 AB0328'ON T-ROAD ALONG POWER LINE 1.0 MILE TO T ROAD ON LEFT, TAKE
 AB0328'T-ROAD ON LEFT 0.3 MILE TO CROSS ROADS, TURN RIGHT ALONG POWER
 AB0328'LINE 2 MILES TO CROSS ROADS, TURN N 6 MILES TO SIGN OVER ROAD
 AB0328'COAST LAND FARMS, CONTINUE N 1.7 MILES TO CROSS ROADS, TURN
 AB0328'RIGHT 1.2 MILES TO FENCE LINE, TURN N ALONG FENCE 0.5 MILE,
 AB0328'TURN RIGHT THROUGH FENCE AND FOLLOW ROAD 0.5 MILE TO CORRAL
 AB0328'AND AZIMUTH MARK.  STATION IS 0.35 MILE TO THE SW.
 AB0328'
 AB0328'HEIGHT OF LIGHT ABOVE STATION MARK 14.33 METERS.
 AB0328
 AB0328                          STATION RECOVERY (1949)
 AB0328
 AB0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB0328'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 AB0328'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 AB0328'
 AB0328'THE DIRECTION TO REFERENCE MARK NO. 1 WAS FOUND TO BE IN ERROR.
 AB0328'
 AB0328'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AB0328'
 AB0328'THE STATION IS LOCATED ABOUT 16.0 MILES NORTHEAST OF LOS FRESNOS,
 AB0328'14.5 MILES NORTH-NORTHWEST OF PORT ISABEL, AND 2.2 MILES EAST
 AB0328'OF BUENA VISTA ON LAND OWNED BY MRS. J.W. LUTTES WHO LIVES IN
 AB0328'SAN BENITO.  IT IS 250 FEET WEST OF THE EAST SHORE OF A BAY,
 AB0328'22 FEET NORTH OF THE CENTER OF TRACK ROAD, AND 2 FEET WEST OF
 AB0328'WITNESS POST.  IT IS STAMPED LUTTES 1939 AND PROJECTS 4 INCHES.
 AB0328'
 AB0328'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 37 FEET
 AB0328'NORTH OF THE CENTER OF TRACK ROAD.  IT IS STAMPED LUTTES NO 1
 AB0328'1939 AND PROJECTS 7 INCHES.
 AB0328'
 AB0328'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 85
 AB0328'FEET NORTH OF THE CENTER OF TRACK ROAD.  IT IS STAMPED LUTTES NO
 AB0328'2 1939 AND PROJECTS 4 INCHES.
 AB0328'
 AB0328'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 AB0328'IS 92.3 FEET.
 AB0328'
 AB0328'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 75 FEET SOUTH OF
 AB0328'THE WEST END OF CORRAL, 12 FEET EAST OF THE END OF TRACK ROAD AT
 AB0328'CORRAL, AND 3 FEET SOUTHWEST OF WITNESS POST.  IT IS STAMPED
 AB0328'LUTTES 1939 AND PROJECTS 10 INCHES.
 AB0328'
 AB0328'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 AB0328'TRACK ROAD FOR 0.35 MILE TO AZIMUTH MARK ON THE RIGHT AT THE
 AB0328'END OF TRACK ROAD AT CORRAL AS DESCRIBED.
 AB0328'
 AB0328'TO REACH THE STATION FROM THE DEPOT IN RIO HONDO, GO EAST ON
 AB0328'STATE HIGHWAY 345 FOR 0.55 MILE TO FORK, TAKE RIGHT FORK
 AB0328'FOR 0.05 MILE TO FORK, TAKE RIGHT FORK FOR 0.05 MILE TO T-ROAD
 AB0328'LEFT (FARM ROAD 106), TURN LEFT AND GO EAST ON FARM ROAD 106 FOR
 AB0328'2.3 MILES TO WHERE FARM ROAD 106 TURNS NORTH, CONTINUE EAST ON
 AB0328'HARD SURFACED ROAD FOR 11.8 MILES TO T-INTERSECTION, TURN LEFT
 AB0328'AND GO NORTH ON SURFACED ROAD FOR 3.1 MILES TO THE END OF
 AB0328'SURFACED ROAD, CONTINUE NORTH ON DIRT ROAD FOR 1.6 MILES TO
 AB0328'CROSSROADS, (KEY MAY BE OBTAINED FOR LOCKED GATE AT LUTTES
 AB0328'RANCH ABOUT 0.5 MILE WEST ON THE SOUTH SIDE OF ROAD), TURN
 AB0328'RIGHT AND GO EAST ON TRACK ROAD FOR 0.95 MILE TO LOCKED GATE,
 AB0328'GO THROUGH GATE AND FOLLOW TRACK ROAD NORTHEAST FOR 0.65
 AB0328'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AB0328'
 AB0328'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 AB0328'
 AB0328'HEIGHT OF LIGHT ABOVE STATION MARK 14.33 METERS.
 AB0328
 AB0328                          STATION RECOVERY (1949)
 AB0328
 AB0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB0328'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 AB0328'CONDITION.  THE 1949 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE
 AB0328'AND COMPLETE.
 AB0328
 AB0328                          STATION RECOVERY (1950)
 AB0328
 AB0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB0328'3.1 MI E FROM RIO HONDO.
 AB0328'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0328'MISSOURI PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0328'EAST ALONG A PAVED ROAD, 4.5 MILES NORTH ALONG A ROAD, 1.0 MILE EAST
 AB0328'ALONG A ROAD TO A GATE, AND 0.7 MILE NORTHEAST ALONG A ROAD.  ON THE
 AB0328'HIGHEST PART OF A RIDGE, 1230 FEET SOUTHWEST OF A ROAD INTERSECTION,
 AB0328'19 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET EAST OF A
 AB0328'WHITE WOODEN WITNESS POST.  A STANDARD TRIANGULATION-STATION DISK,
 AB0328'STAMPED LUTTES 1939 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AB0328'POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AB0328
 AB0328                          STATION RECOVERY (1962)
 AB0328
 AB0328'RECOVERY NOTE BY SUN OIL COMPANY 1962 (RRH)
 AB0328'STATION FOUND IN EXCELLENT CONDITION AND PROTRUDES ABOUT 0.5
 AB0328'FOOT ABOVE PLOWED FIELD.  R.M. 1 AND R.M. 2 FOUND DESTROYED.
 AB0328'COULD NOT LOCATE AZIMUTH MARK.  A NEW TO REACH FOLLOWS--
 AB0328'
 AB0328'TO REACH THE STATION FROM THE SAN BENITO POST OFFICE GO NORTHEAST
 AB0328'ALONG FARM ROAD 510 FOR 1.9 MILES TO JUNCTION.  TURN RIGHT
 AB0328'(EASTERLY) FOLLOWING FR 510 AT 7.0 MILES CROSS N AND S PAVED
 AB0328'FARM ROAD 803.  CONTINUE EASTERLY ALONG FR 510 AT 10.1 MILES PASS
 AB0328'FR 1847 TO THE RIGHT AND THE TOWN OF LOS FRESNOS.  CONTINUING
 AB0328'EASTERLY ALONG FR 510 AT 14.75 MILES PASS PAVED ROAD TO THE
 AB0328'SOUTH IN THE CENTER OF THE TOWN OF BAYVIEW CONTINUE EASTERLY
 AB0328'ALONG FR 510 AT 15.9 MILES ARRIVE AT PAVED ROAD TO THE NORTH
 AB0328'JUST EAST OF A RESACA.  THENCE TURN HARD LEFT (NORTHERLY)
 AB0328'AND FOLLOW PAVED ROAD FOR 4.5 MILES TO T-RD.  THENCE TURN
 AB0328'RIGHT (EASTERLY) AND FOLLOW PAVED ROAD TOWARD THE ATASCOSA
 AB0328'WILDLIFE REFUGE HEADQUARTERS ROAD AT 2.05 MILES TO T-RD.
 AB0328'TURN LEFT (NORTHERLY) AT 2.6 MILES PASS THE REFUGE
 AB0328'HEADQUATERS ON THE WEST, CONTINUING ALONG THE PAVEMENT AT
 AB0328'3.0 MILES REACH THE END OF THE PAVEMENT AT A CATTLEGUARD ON
 AB0328'THE SOUTH LINE OF THE BUENA VISTA RANCH THAT IS OWNED BY
 AB0328'MR. J.W. LUTTES OF SAN BENITO.  CONTINUE STRAIGHT AHEAD
 AB0328'(NORTHERLY) ALONG THE DIRT RANCH (GRADED) ROAD AT 3.8
 AB0328'MILES PASS A DIRT TURN-OFF ROAD WESTERLY TO THE RANCH
 AB0328'HEADQUARTERS (MR. CHARLIE ATKINSON, RANCH FOREMAN).
 AB0328'CONTINUE STRAIGHT AHEAD (NORTHERLY) ALONG THE GRADED DIRT
 AB0328'ROAD TO DIRT CROSS-ROAD AT 4.6 MILES.  THENCE TURN RIGHT
 AB0328'(EASTERLY) AND FOLLOW FARM OR RANCH ROAD AT 1.0 MILES
 AB0328'PASS THRU A LUTTES LOCKED GATE.  CONTINUING STRAIGHT
 AB0328'AHEAD ALONG THE RANCH ROAD AT 1.35 MILES REACH THE LAGUNA BLUFF.
 AB0328'TURN LEFT (NORTHERLY) AND FOLLOW THE BLUFF ROAD TO THE STATION
 AB0328'SITE AT 1.7 MILES.  STATION WILL BE SEEN IN PLOWED FIELD 55 FT
 AB0328'TO THE LEFT PROTRUDING ABOUT 0.5 FT ABOVE THE SURFACE WITH
 AB0328'REF. MARK 1 (PRACTICALLY DESTROYED) BEARING N 26 DEG E - 66 MIN
 AB0328'AND A FORKED MESQ. TREE BEARING N 52-1/2 DEG E-229 MIN.
 AB0328'
 AB0328'TO REACH THE STATION FROM THE RAILROAD STATION IN RIO HONDO,
 AB0328'GO EASTERLY ON FARM ROAD 106 FOR 0.6 MILES TO FORK AT JUNCTION
 AB0328'WITH TEX HWY 345.  BEAR RIGHT FOR 0.05 MILES TO T-ROAD TO
 AB0328'LEFT.  TURN LEFT (EASTERLY) AND CONTINUE WITH FR 106 FOR 2.3
 AB0328'MILES TO WHERE 106 TURNS NORTHERLY.  CONTINUE STRAIGHT AHEAD
 AB0328'(EASTERLY) ON THE PAVED ROAD PRESENTLY MARKED FARM ROAD 803
 AB0328'FOR 1.75 MILES TO WHERE FR 803 TURNS SOUTHERLY.  CONTINUE
 AB0328'STRAIGHT AHEAD (EASTERLY) ON THE PAVED ROAD PRESENTLY MARKED
 AB0328'FARM ROAD 2358 FOR 2.55 MILES TO WHERE FR 2358 TURNS
 AB0328'NORTHERLY.  CONTINUE STRAIGHT AHEAD (EASTERLY) ON THE PAVED
 AB0328'ROAD FOR 5.4 MILES TO WHERE BAY-VIEW CUT-OFF ROAD TURNS
 AB0328'SOUTHERLY.  THIS POINT IS DESCRIBED AS THE T-ROAD 2.05
 AB0328'MILES WEST OF THE WILDLIFE HEADQUARTERS N AND S PAVED
 AB0328'ROAD.
 AB0328
 AB0328                          STATION RECOVERY (1991)
 AB0328
 AB0328'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0328'MARK NOT FOUND.
 AB0328
 AB0328                          STATION RECOVERY (1991)
 AB0328
 AB0328'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0329 ***********************************************************************
 AB0329  DESIGNATION -  LUTTES RM 1
 AB0329  PID         -  AB0329
 AB0329  STATE/COUNTY-  TX/CAMERON
 AB0329  USGS QUAD   -  THREE ISLANDS (1983)
 AB0329
 AB0329                         *CURRENT SURVEY CONTROL
 AB0329  ___________________________________________________________________
 AB0329* NAD 83(1986)-  26 15 38.     (N)    097 19 41.     (W)     SCALED    
 AB0329* NAVD 88     -         9.198  (meters)      30.18   (feet)  ADJUSTED  
 AB0329  ___________________________________________________________________
 AB0329  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 AB0329  DYNAMIC HT  -           9.183 (meters)      30.13  (feet)  COMP
 AB0329  MODELED GRAV-     979,069.3   (mgal)                       NAVD 88
 AB0329
 AB0329  VERT ORDER  -  SECOND    CLASS 0
 AB0329
 AB0329.The horizontal coordinates were scaled from a topographic map and have
 AB0329.an estimated accuracy of +/- 6 seconds.
 AB0329
 AB0329.The orthometric height was determined by differential leveling
 AB0329.and adjusted by the National Geodetic Survey in June 1991..
 AB0329
 AB0329.The geoid height was determined by GEOID03.
 AB0329
 AB0329.The dynamic height is computed by dividing the NAVD 88
 AB0329.geopotential number by the normal gravity value computed on the
 AB0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0329.degrees latitude (g = 980.6199 gals.).
 AB0329
 AB0329.The modeled gravity was interpolated from observed gravity values.
 AB0329
 AB0329;                    North         East    Units  Estimated Accuracy
 AB0329;SPC TX S     - 5,066,340.      417,070.      MT  (+/- 180 meters Scaled)
 AB0329
 AB0329                          SUPERSEDED SURVEY CONTROL
 AB0329
 AB0329  NGVD 29 (??/??/92)    9.297  (m)           30.50   (f) ADJ UNCH    2 0
 AB0329
 AB0329.Superseded values are not recommended for survey control.
 AB0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0329.See file dsdata.txt to determine how the superseded data were derived.
 AB0329
 AB0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ669056(NAD 83)
 AB0329_MARKER: DR = REFERENCE MARK DISK
 AB0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0329_STAMPING: LUTTES NO 1 1939
 AB0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0329+STABILITY: SURFACE MOTION
 AB0329
 AB0329  HISTORY     - Date     Condition        Report By
 AB0329  HISTORY     - 1939     MONUMENTED       CGS
 AB0329  HISTORY     - 1950     GOOD             NGS
 AB0329
 AB0329                          STATION DESCRIPTION
 AB0329
 AB0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0329'3.1 MI E FROM RIO HONDO.
 AB0329'AT THE HIGHEST PART OF A RIDGE, 1165 FEET SOUTHWEST OF A ROAD
 AB0329'INTERSECTION, 66 FEET NORTHEAST OF TRIANGULATION STATION LUTTES, AND
 AB0329'45 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 AB0329'REFERENCE-MARK DISK, STAMPED LUTTES NO 1 1939 AND SET IN THE TOP OF A
 AB0329'12-INCH ROUND CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0330 ***********************************************************************
 AB0330  DESIGNATION -  LUTTES RM 2
 AB0330  PID         -  AB0330
 AB0330  STATE/COUNTY-  TX/CAMERON
 AB0330  USGS QUAD   -  THREE ISLANDS (1983)
 AB0330
 AB0330                         *CURRENT SURVEY CONTROL
 AB0330  ___________________________________________________________________
 AB0330* NAD 83(1986)-  26 15 38.     (N)    097 19 41.     (W)     SCALED    
 AB0330* NAVD 88     -         8.985  (meters)      29.48   (feet)  ADJUSTED  
 AB0330  ___________________________________________________________________
 AB0330  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 AB0330  DYNAMIC HT  -           8.970 (meters)      29.43  (feet)  COMP
 AB0330  MODELED GRAV-     979,069.3   (mgal)                       NAVD 88
 AB0330
 AB0330  VERT ORDER  -  SECOND    CLASS 0
 AB0330
 AB0330.The horizontal coordinates were scaled from a topographic map and have
 AB0330.an estimated accuracy of +/- 6 seconds.
 AB0330
 AB0330.The orthometric height was determined by differential leveling
 AB0330.and adjusted by the National Geodetic Survey in June 1991..
 AB0330
 AB0330.The geoid height was determined by GEOID03.
 AB0330
 AB0330.The dynamic height is computed by dividing the NAVD 88
 AB0330.geopotential number by the normal gravity value computed on the
 AB0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0330.degrees latitude (g = 980.6199 gals.).
 AB0330
 AB0330.The modeled gravity was interpolated from observed gravity values.
 AB0330
 AB0330;                    North         East    Units  Estimated Accuracy
 AB0330;SPC TX S     - 5,066,340.      417,070.      MT  (+/- 180 meters Scaled)
 AB0330
 AB0330                          SUPERSEDED SURVEY CONTROL
 AB0330
 AB0330  NGVD 29 (??/??/92)    9.084  (m)           29.80   (f) ADJ UNCH    2 0
 AB0330
 AB0330.Superseded values are not recommended for survey control.
 AB0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0330.See file dsdata.txt to determine how the superseded data were derived.
 AB0330
 AB0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ669056(NAD 83)
 AB0330_MARKER: DR = REFERENCE MARK DISK
 AB0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0330_STAMPING: LUTTES NO 2 1939
 AB0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0330+STABILITY: SURFACE MOTION
 AB0330
 AB0330  HISTORY     - Date     Condition        Report By
 AB0330  HISTORY     - 1939     MONUMENTED       CGS
 AB0330  HISTORY     - 1950     GOOD             NGS
 AB0330
 AB0330                          STATION DESCRIPTION
 AB0330
 AB0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0330'3.1 MI E FROM RIO HONDO.
 AB0330'78 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 63.8 FEET WEST OF
 AB0330'TRIANGULATION STATION LUTTES.  A STANDARD REFERENCE-MARK DISK, STAMPED
 AB0330'LUTTES NO 2 1939 AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 AB0330'PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0981 ***********************************************************************
 CB0981  DESIGNATION -  LUX
 CB0981  PID         -  CB0981
 CB0981  STATE/COUNTY-  TX/UPTON
 CB0981  USGS QUAD   -  CEDAR CANYON (1970)
 CB0981
 CB0981                         *CURRENT SURVEY CONTROL
 CB0981  ___________________________________________________________________
 CB0981* NAD 83(1993)-  31 05 57.06980(N)    101 59 01.39694(W)     ADJUSTED  
 CB0981* NAVD 88     -       919.3    (meters)    3016.     (feet)  VERTCON   
 CB0981  ___________________________________________________________________
 CB0981  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CB0981  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CB0981
 CB0981  HORZ ORDER  -  SECOND
 CB0981
 CB0981.The horizontal coordinates were established by classical geodetic methods
 CB0981.and adjusted by the National Geodetic Survey in February 1996..
 CB0981
 CB0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0981
 CB0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0981
 CB0981.The geoid height was determined by GEOID03.
 CB0981
 CB0981;                    North         East     Units Scale Factor Converg.
 CB0981;SPC TX C     - 3,159,969.947   542,568.453   MT  0.99988319   -0 51 00.2
 CB0981;SPC TX C     -10,367,334.73  1,780,076.67   sFT  0.99988319   -0 51 00.2
 CB0981;UTM  14      - 3,444,424.225   215,390.688   MT  1.00059928   -1 32 31.9
 CB0981;UTM  13      - 3,444,508.329   787,716.203   MT  1.00062122   +1 33 32.6
 CB0981
 CB0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0981!SPC TX C     -   0.99985939  x   0.99988319  =   0.99974259
 CB0981!UTM  14      -   0.99985939  x   1.00059928  =   1.00045858
 CB0981!UTM  13      -   0.99985939  x   1.00062122  =   1.00048052
 CB0981
 CB0981|---------------------------------------------------------------------|
 CB0981| PID    Reference Object                     Distance      Geod. Az  |
 CB0981|                                                           dddmmss.s |
 CB0981| CH8934 LUX RM 1                              9.895 METERS 16142     |
 CB0981| CH8933 LUX AZ MK                                          2405205.7 |
 CB0981| CH8935 LUX RM 2                             24.747 METERS 25243     |
 CB0981| CC0743 TIPPETT                             APPROX.13.6 KM 2570040.7 |
 CB0981|---------------------------------------------------------------------|
 CB0981
 CB0981                          SUPERSEDED SURVEY CONTROL
 CB0981
 CB0981  NAD 83(1986)-  31 05 57.08006(N)    101 59 01.38596(W) AD(       ) 2
 CB0981  NAD 27      -  31 05 56.53800(N)    101 58 59.90900(W) AD(       ) 2
 CB0981  NGVD 29 (07/19/86)  919.0    (m)         3015.     (f) VERT ANG       
 CB0981
 CB0981.Superseded values are not recommended for survey control.
 CB0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0981.See file dsdata.txt to determine how the superseded data were derived.
 CB0981
 CB0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1539144424(NAD 83)
 CB0981_MARKER: DS = TRIANGULATION STATION DISK
 CB0981_SETTING: 66 = SET IN ROCK OUTCROP
 CB0981_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CB0981
 CB0981  HISTORY     - Date     Condition        Report By
 CB0981  HISTORY     - 1935     MONUMENTED       CGS
 CB0981  HISTORY     - 1938     GOOD             TXHD
 CB0981  HISTORY     - 1938     GOOD             TSI
 CB0981  HISTORY     - 1943     GOOD             LOCSUR
 CB0981  HISTORY     - 1946     GOOD             LOCSUR
 CB0981
 CB0981                          STATION DESCRIPTION
 CB0981
 CB0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CB0981'STATION IS ABOUT 9 MILES SSW OF RANKIN AND IS ON THE HIGHEST
 CB0981'POINT OF A HIGH MESA WHICH IS ABOUT 1-1/2 MILES E OF THE
 CB0981'RANKIN-IRAAN HIGHWAY.
 CB0981'
 CB0981'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 CB0981'OUTCROPPING BEDROCK AS DESCRIBED.
 CB0981'
 CB0981'REFERENCE MARK NO. 1 IS SSE OF THE STATION.
 CB0981'
 CB0981'REFERENCE MARK NO. 2 IS WSW OF THE STATION.
 CB0981'
 CB0981'THE AZIMUTH MARK IS ABOUT 280 YARDS WSW OF THE STATION AND
 CB0981'IS NEAR THE TOP OF A ROCKY RISE.
 CB0981'
 CB0981'ALL MARKS ARE FLUSH WITH THE GROUND.
 CB0981'
 CB0981'THE STATION IS REACHED FROM RANKIN BY GOING WESTERLY ON U.S.
 CB0981'HIGHWAY 67.  TURN LEFT AND GO S ON THE IRAAN ROAD 6.0 MILES.
 CB0981'LEAVE THE HIGHWAY AND GO LEFT OR E AFTER PASSING THE POINT
 CB0981'OF THE MESA.  DRIVE ACROSS COUNTRY 1.0 MILE TO THE HEAD OF
 CB0981'THE DRAW.  FROM THIS POINT PACK UP THE SLOPE EASTERLY TO THE
 CB0981'TOP OF THE SHELF.  CONTINUE EASTERLY UP THE SLOPE TO THE TOP
 CB0981'OF THE MESA.  THEN GO NE ABOUT 400 YARDS TO THE STATION ON
 CB0981'THE HIGHEST POINT.  IT IS ABOUT A 30-MINUTE PACK.
 CB0981'
 CB0981'A 4-FOOT STAND WAS ERECTED.
 CB0981
 CB0981                          STATION RECOVERY (1938)
 CB0981
 CB0981'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CB0981'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CB0981'NO ATTEMPT MADE TO RECOVER AZIMUTH MARK.
 CB0981
 CB0981                          STATION RECOVERY (1938)
 CB0981
 CB0981'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 CB0981'RECOVERED BY - EDGAR TOBIN AERIAL SURVEY
 CB0981'
 CB0981'STATION MARK IN GOOD CONDITION.  ALL GATES ARE LOCKED WITH
 CB0981'THE EXCEPTION OF ONE GATE S OF GRAVEL PIT ON E SIDE OF ROAD
 CB0981'WHICH LEADS TO RANCH HEADQUARTERS OF A MR. ELROD, WHO HAS IT
 CB0981'LEASED FROM NOLKE RANCH.  TURN RIGHT FROM HIGHWAY AND PASS
 CB0981'THROUGH GATE AND GO SOUTHEASTERLY ABOUT 3/4 MILE TO A ROAD
 CB0981'GOING NE TO A WINDMILL TURN LEFT AND FOLLOW ROAD TO A FORK NW
 CB0981'WHICH WILL BE S OF ROAD FORKS AND WILL BEAR BACK TO GRAVEL PIT
 CB0981'ON HIGHWAY, CONTINUE ON ROAD NORTHERLY TO TRAIL GOING NE TO AN
 CB0981'EARTH TANK IN DRAW.  DRIVE EASTERLY TO HEAD OF DRAW AND
 CB0981'ASCEND AS OF YOUR DESCRIPTIONS.
 CB0981'
 CB0981'CAN ALSO BE REACHED BY GOING TO WINDMILL AND PACK UP HILL N
 CB0981'OF MILL.
 CB0981
 CB0981                          STATION RECOVERY (1943)
 CB0981
 CB0981'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943 (LMW)
 CB0981'RECOVERED BY ROBERT H RAY INC.
 CB0981'
 CB0981'DESCRIPTION GIVEN FOR REACHING STATION IS SATISFACTORY.  STATION
 CB0981'AND REFERENCE MARKS FOUND IN GOOD CONDITION.  NO ATTEMPT MADE
 CB0981'TO RECOVER AZIMUTH MARK.
 CB0981
 CB0981                          STATION RECOVERY (1946)
 CB0981
 CB0981'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (HM)
 CB0981'RECOVERED BY GENERAL GEOPHYSICAL CO.
 CB0981'
 CB0981'MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5278 ***********************************************************************
 AH5278  DESIGNATION -  LUXY ET
 AH5278  PID         -  AH5278
 AH5278  STATE/COUNTY-  TX/HOOD
 AH5278  USGS QUAD   -  PALUXY (1979)
 AH5278
 AH5278                         *CURRENT SURVEY CONTROL
 AH5278  ___________________________________________________________________
 AH5278* NAD 83(1993)-  32 16 01.20303(N)    097 55 31.36838(W)     ADJUSTED  
 AH5278* NAVD 88     -       295.6    (meters)     970.     (feet)  VERTCON   
 AH5278  ___________________________________________________________________
 AH5278  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AH5278  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AH5278
 AH5278  HORZ ORDER  -  THIRD
 AH5278
 AH5278.The horizontal coordinates were established by classical geodetic methods
 AH5278.and adjusted by the National Geodetic Survey in July 1998..
 AH5278
 AH5278.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5278
 AH5278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5278
 AH5278.The geoid height was determined by GEOID03.
 AH5278
 AH5278;                    North         East     Units Scale Factor Converg.
 AH5278;SPC TXNC     - 2,066,720.502   654,137.573   MT  0.99996566   +0 18 48.2
 AH5278;SPC TXNC     - 6,780,565.51  2,146,116.35   sFT  0.99996566   +0 18 48.2
 AH5278;UTM  14      - 3,570,538.095   601,210.918   MT  0.99972632   +0 34 25.5
 AH5278
 AH5278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5278!SPC TXNC     -   0.99995797  x   0.99996566  =   0.99992363
 AH5278!UTM  14      -   0.99995797  x   0.99972632  =   0.99968430
 AH5278
 AH5278                          SUPERSEDED SURVEY CONTROL
 AH5278
 AH5278  NGVD 29 (07/28/98)  295.6    (m)          970.     (f) VERT ANG       
 AH5278
 AH5278.Superseded values are not recommended for survey control.
 AH5278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5278.See file dsdata.txt to determine how the superseded data were derived.
 AH5278
 AH5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA0121170538(NAD 83)
 AH5278_MARKER: DS = TRIANGULATION STATION DISK
 AH5278_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5278_PROJECTION: FLUSH
 AH5278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5278+STABILITY: SURFACE MOTION
 AH5278
 AH5278  HISTORY     - Date     Condition        Report By
 AH5278  HISTORY     - 1959     MONUMENTED       USGS
 AH5278
 AH5278                          STATION DESCRIPTION
 AH5278
 AH5278'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5278'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 8 MI. (AIRLINE) SE. OF
 AH5278'BLUFFDALE, ERATH COUNTY, ABOUT 8.5 MI. S. OF TOLAR, ABOUT 10 MI. W.
 AH5278'AND 2 MI. N. OF GLEN ROSE, ABOUT 1 MI. SW. OF THE COMMUNITY OF PALUXY.
 AH5278'ON A SMALL, CLEAR AND PROMINENT KNOB.
 AH5278'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377 WITH FARM
 AH5278'ROAD 201 IN TOLAR, PROCEED S. 5.5 MI. ON FARM ROAD TO JUNCTION,
 AH5278'CONTINUE 3.9 MI. ON LEFT FORK TO PALUXY RIVER BRIDGE (TOLAR IS ABOUT
 AH5278'1/4 MI. FARTHER), CONTINUE 0.9 MI. TO RD. Y, TURN RIGHT 0.1 MI. TO
 AH5278'FORK, CONTINUE ON RIGHT FORK 0.4 MI. TO GATE AND PICKET CORRALS RIGHT,
 AH5278'TURN RIGHT AND FOLLOW FIELD RD. 0.1 MI., LEAVE RD. AND GO 0.2 MI., UP
 AH5278'THE SE. SIDE OF HILL TO THE TOP AND THE STATION IN THE APPROXIMATE
 AH5278'CENTER.
 AH5278'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.2
 AH5278'FT., STAMPED---LUXY - ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0518 ***********************************************************************
 CE0518  DESIGNATION -  LV 1
 CE0518  PID         -  CE0518
 CE0518  STATE/COUNTY-  TX/EL PASO
 CE0518  USGS QUAD   -  YSLETA NW (1994)
 CE0518
 CE0518                         *CURRENT SURVEY CONTROL
 CE0518  ___________________________________________________________________
 CE0518* NAD 83(1993)-  31 43 52.37032(N)    106 22 40.99826(W)     ADJUSTED  
 CE0518* NAVD 88     -      1128.     (meters)    3701.     (feet)  VERTCON   
 CE0518  ___________________________________________________________________
 CE0518  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 CE0518  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0518
 CE0518  HORZ ORDER  -  SECOND
 CE0518
 CE0518.The horizontal coordinates were established by classical geodetic methods
 CE0518.and adjusted by the National Geodetic Survey in February 1996..
 CE0518
 CE0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0518
 CE0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0518
 CE0518.The geoid height was determined by GEOID03.
 CE0518
 CE0518;                    North         East     Units Scale Factor Converg.
 CE0518;SPC TX C     - 3,244,432.563   127,458.496   MT  0.99996268   -3 06 48.2
 CE0518;SPC TX C     -10,644,442.50    418,170.08   sFT  0.99996268   -3 06 48.2
 CE0518;UTM  13      - 3,511,469.213   369,451.378   MT  0.99981020   -0 43 29.5
 CE0518
 CE0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0518!SPC TX C     -   0.99982679  x   0.99996268  =   0.99978948
 CE0518!UTM  13      -   0.99982679  x   0.99981020  =   0.99963703
 CE0518
 CE0518:                Primary Azimuth Mark                     Grid Az
 CE0518:SPC TX C     -  EL PASO EASTWOOD MUN TANK                022 24 59.3
 CE0518:UTM  13      -  EL PASO EASTWOOD MUN TANK                020 01 40.6
 CE0518
 CE0518|---------------------------------------------------------------------|
 CE0518| PID    Reference Object                     Distance      Geod. Az  |
 CE0518|                                                           dddmmss.s |
 CE0518| CE0541 EL PASO EASTWOOD MUN TANK           APPROX. 4.7 KM 0191811.1 |
 CE0518| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 8.5 KM 0634228.6 |
 CE0518| CE0595 FIRE                                APPROX. 3.5 KM 3135831.1 |
 CE0518| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 3.7 KM 3434011.6 |
 CE0518|---------------------------------------------------------------------|
 CE0518
 CE0518                          SUPERSEDED SURVEY CONTROL
 CE0518
 CE0518  NAD 83(1993)-  31 43 52.37233(N)    106 22 40.99587(W) AD(       ) 2
 CE0518  NAD 83(1986)-  31 43 52.37385(N)    106 22 40.99603(W) AD(       ) 2
 CE0518  NAD 27      -  31 43 51.97662(N)    106 22 39.05273(W) AD(       ) 2
 CE0518  NGVD 29 (07/19/86) 1127.     (m)         3697.     (f) VERT ANG       
 CE0518
 CE0518.Superseded values are not recommended for survey control.
 CE0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0518.See file dsdata.txt to determine how the superseded data were derived.
 CE0518
 CE0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6945111469(NAD 83)
 CE0518_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0518+STABILITY: SURFACE MOTION
 CE0518
 CE0518  HISTORY     - Date     Condition        Report By
 CE0518  HISTORY     - 1980     MONUMENTED       TX2190
 CE0518
 CE0518                          STATION DESCRIPTION
 CE0518
 CE0518'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0518'THE STATION IS LOCATED ABOUT 12.6 KM (7-3/4 MI) SOUTHEAST OF
 CE0518'DOWNTOWN EL PASO, 4.4 KM (2-3/4 MI) WEST-NORTHWEST OF YSLETA
 CE0518'AND 0.4 KM (1/4 MI) NORTH OF THE BORDER OF MEXICO.
 CE0518'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND PUBLIC
 CE0518'TRANSP, MR. LYLE D. SCARBROUGH, SUPERVISING DESIGN
 CE0518'ENGINEER, 212 NORTH CLARK DRIVE, EL PASO, TEXAS 79905.
 CE0518'TELEPHONE NUMBER 915-778-4254, EXT 220.
 CE0518'
 CE0518'TO REACH THE STATION FROM CITY HALL IN DOWNTOWN EL PASO, GO
 CE0518'SOUTH ON SANTA FE FOR 1.4 KM (0.85 MI) TO THE END OF THE
 CE0518'ROAD.  TURN LEFT AND GO SOUTHEASTERLY ON BORDER HIGHWAY FOR
 CE0518'12.3 KM (7.65 MI) TO THE MIDWAY AVENUE OVERPASS AND THE
 CE0518'STATION ON THE LEFT JUST BEYOND THE OVERPASS.
 CE0518'
 CE0518'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0518'STAMPED---LV 1 EPGS 1980---,
 CE0518'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 CE0518'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 CE0518'14.75 METERS SOUTHEAST FROM THE EAST END OF THE BRIDGE ABUTTMENTT
 CE0518'FOR THE WEST BOUND TRAFFIC,
 CE0518'13.3 METERS NORTHEAST FROM THE CENTER OF THE EAST BOUND LANES OFF
 CE0518'THE BORDER HIGHWAY AND
 CE0518'7.4 METERS SOUTHWEST FROM THE CENTER OF THE WEST BOUND LANES OF
 CE0518'THE BORDER.
 CE0518'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0518'STAMPED---LV 1 EPGS 1980---,
 CE0518'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0518'
 CE0518'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0505 ***********************************************************************
 CE0505  DESIGNATION -  LV 2
 CE0505  PID         -  CE0505
 CE0505  STATE/COUNTY-  TX/EL PASO
 CE0505  USGS QUAD   -  YSLETA (1994)
 CE0505
 CE0505                         *CURRENT SURVEY CONTROL
 CE0505  ___________________________________________________________________
 CE0505* NAD 83(1993)-  31 40 54.25512(N)    106 20 25.62137(W)     ADJUSTED  
 CE0505* NAVD 88     -      1118.4    (meters)    3669.     (feet)  VERTCON   
 CE0505  ___________________________________________________________________
 CE0505  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 CE0505  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CE0505
 CE0505  HORZ ORDER  -  SECOND
 CE0505
 CE0505.The horizontal coordinates were established by classical geodetic methods
 CE0505.and adjusted by the National Geodetic Survey in February 1996..
 CE0505
 CE0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0505
 CE0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0505
 CE0505.The geoid height was determined by GEOID03.
 CE0505
 CE0505;                    North         East     Units Scale Factor Converg.
 CE0505;SPC TX C     - 3,238,761.818   130,720.754   MT  0.99995206   -3 05 38.5
 CE0505;SPC TX C     -10,625,837.73    428,873.01   sFT  0.99995206   -3 05 38.5
 CE0505;UTM  13      - 3,505,940.238   372,946.668   MT  0.99979909   -0 42 14.8
 CE0505
 CE0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0505!SPC TX C     -   0.99982822  x   0.99995206  =   0.99978029
 CE0505!UTM  13      -   0.99982822  x   0.99979909  =   0.99962734
 CE0505
 CE0505:                Primary Azimuth Mark                     Grid Az
 CE0505:SPC TX C     -  HORIZON CITY RADAR DOME                  093 34 38.6
 CE0505:UTM  13      -  HORIZON CITY RADAR DOME                  091 11 14.9
 CE0505
 CE0505|---------------------------------------------------------------------|
 CE0505| PID    Reference Object                     Distance      Geod. Az  |
 CE0505|                                                           dddmmss.s |
 CE0505| CE0483 HORIZON CITY RADAR DOME             APPROX.13.6 KM 0902900.1 |
 CE0505| CE0508 PRADO                               APPROX. 2.7 KM 3295540.3 |
 CE0505|---------------------------------------------------------------------|
 CE0505
 CE0505                          SUPERSEDED SURVEY CONTROL
 CE0505
 CE0505  NAD 83(1993)-  31 40 54.25802(N)    106 20 25.61771(W) AD(       ) 2
 CE0505  NAD 83(1986)-  31 40 54.25896(N)    106 20 25.61806(W) AD(       ) 2
 CE0505  NAD 27      -  31 40 53.85544(N)    106 20 23.67890(W) AD(       ) 2
 CE0505  NGVD 29 (07/19/86) 1117.9    (m)         3668.     (f) VERT ANG       
 CE0505
 CE0505.Superseded values are not recommended for survey control.
 CE0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0505.See file dsdata.txt to determine how the superseded data were derived.
 CE0505
 CE0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7294705940(NAD 83)
 CE0505_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0505_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0505+STABILITY: SURFACE MOTION
 CE0505
 CE0505  HISTORY     - Date     Condition        Report By
 CE0505  HISTORY     - 1980     MONUMENTED       TX2190
 CE0505
 CE0505                          STATION DESCRIPTION
 CE0505
 CE0505'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0505'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHWEST OF
 CE0505'SOCORRO, 2.4 KM (1-1/2 MI) SOUTHWEST OF YSLETA ON ROAD
 CE0505'RIGHT-OF-WAY.
 CE0505'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND
 CE0505'PUBLIC TRANSP, MR. LYLE D. SCARBROUGH, DESIGN
 CE0505'ENGINEER, 212 NORTH CLARK, EL PASO, TX 79915,
 CE0505'TELEPHONE NUMBER 915-778-4254.
 CE0505'
 CE0505'TO REACH THE STATION FROM INTERSECTION OF BORDER HIGHWAY
 CE0505'(LOOP 375) AND ZARAGOSA ROAD.  GO NORTH ON LOOP 375 FOR
 CE0505'0.9 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 CE0505'
 CE0505'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0505'STAMPED---EPGS 1980 LV 2---,
 CE0505'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0505'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 CE0505'39.0 METERS SOUTH FROM THE NORTH GUARD RAIL POST,
 CE0505'11.33 METERS SOUTH-SOUTHWEST FROM CHISELED CROSS IN THE CENTER
 CE0505'OF A CONCRETE CHECK GATE AND
 CE0505'9.25 METERS EAST FROM THE CENTER OF NORTH BOUND TRAFFIC LANE OF
 CE0505'LOOP 375.
 CE0505'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0505'STAMPED---EPGS 1980 LV 2---,
 CE0505'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0505'
 CE0505'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0509 ***********************************************************************
 CE0509  DESIGNATION -  LV 3
 CE0509  PID         -  CE0509
 CE0509  STATE/COUNTY-  TX/EL PASO
 CE0509  USGS QUAD   -  YSLETA (1994)
 CE0509
 CE0509                         *CURRENT SURVEY CONTROL
 CE0509  ___________________________________________________________________
 CE0509* NAD 83(1993)-  31 42 49.56819(N)    106 22 18.98923(W)     ADJUSTED  
 CE0509* NAVD 88     -      1120.9    (meters)    3677.     (feet)  VERTCON   
 CE0509  ___________________________________________________________________
 CE0509  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CE0509  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CE0509
 CE0509  HORZ ORDER  -  SECOND
 CE0509
 CE0509.The horizontal coordinates were established by classical geodetic methods
 CE0509.and adjusted by the National Geodetic Survey in February 1996..
 CE0509
 CE0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0509
 CE0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0509
 CE0509.The geoid height was determined by GEOID03.
 CE0509
 CE0509;                    North         East     Units Scale Factor Converg.
 CE0509;SPC TX C     - 3,242,469.699   127,932.046   MT  0.99995885   -3 06 36.9
 CE0509;SPC TX C     -10,638,002.67    419,723.72   sFT  0.99995885   -3 06 36.9
 CE0509;UTM  13      - 3,509,528.085   370,006.243   MT  0.99980841   -0 43 16.7
 CE0509
 CE0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0509!SPC TX C     -   0.99982783  x   0.99995885  =   0.99978669
 CE0509!UTM  13      -   0.99982783  x   0.99980841  =   0.99963627
 CE0509
 CE0509:                Primary Azimuth Mark                     Grid Az
 CE0509:SPC TX C     -  EL PASO EASTWOOD MUN TANK                011 46 14.7
 CE0509:UTM  13      -  EL PASO EASTWOOD MUN TANK                009 22 54.5
 CE0509
 CE0509|---------------------------------------------------------------------|
 CE0509| PID    Reference Object                     Distance      Geod. Az  |
 CE0509|                                                           dddmmss.s |
 CE0509| CE0541 EL PASO EASTWOOD MUN TANK           APPROX. 6.4 KM 0083937.8 |
 CE0509| CE0508 PRADO                               APPROX. 2.0 KM 1263447.5 |
 CE0509| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 5.7 KM 3433259.9 |
 CE0509|---------------------------------------------------------------------|
 CE0509
 CE0509                          SUPERSEDED SURVEY CONTROL
 CE0509
 CE0509  NAD 83(1993)-  31 42 49.57053(N)    106 22 18.98628(W) AD(       ) 2
 CE0509  NAD 83(1986)-  31 42 49.57165(N)    106 22 18.98640(W) AD(       ) 2
 CE0509  NAD 27      -  31 42 49.17177(N)    106 22 17.04405(W) AD(       ) 2
 CE0509  NGVD 29 (07/19/86) 1120.4    (m)         3676.     (f) VERT ANG       
 CE0509
 CE0509.Superseded values are not recommended for survey control.
 CE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0509.See file dsdata.txt to determine how the superseded data were derived.
 CE0509
 CE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7000609528(NAD 83)
 CE0509_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0509_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0509+STABILITY: SURFACE MOTION
 CE0509
 CE0509  HISTORY     - Date     Condition        Report By
 CE0509  HISTORY     - 1980     MONUMENTED       TX2190
 CE0509
 CE0509                          STATION DESCRIPTION
 CE0509
 CE0509'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0509'THE STATION IS LOCATED ABOUT 13.8 KM (8-1/2 MI)
 CE0509'EAST-SOUTHEAST OF THE CENTER OF DOWNTOWN EL PASO.
 CE0509'OWNERSHIP--U.S. BUREAU OF RECLAMATION, 303 NORTH OREGON,
 CE0509'EL PASO, TX 79901.
 CE0509'
 CE0509'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10
 CE0509'AND YARBROUGH DRIVE, GO SOUTH ON YARBROUGH
 CE0509'DRIVE FOR 5.7 KM (3.55 MI) TO LOOP 375.  TURN RIGHT AND
 CE0509'GO NORTHERLY ON LOOP 375 FOR 0.5 KM (0.3 MI).  CROSS OVER
 CE0509'TO THE SOUTH BOUND LANE TO THE STATION ON THE RIGHT.
 CE0509'
 CE0509'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0509'STAMPED---LV 3 EPGS 1980---,
 CE0509'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CE0509'RECESSED 26 CM BELOW THE GROUND.  IT IS LOCATED
 CE0509'34.14 METERS SOUTH-SOUTHWEST FROM THE CENTER OF THE SOUTHBOUND
 CE0509'LANE OF LOOP 375 AND
 CE0509'0.365 METER (1.3 FT) NORTH-NORTHEAST FROM THE CONCRETE
 CE0509'HEADWALL OF AN IRRIGATION DITCH.
 CE0509'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0509'STAMPED---LV 3 EPGS 1980---,
 CE0509'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0509'
 CE0509'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0507 ***********************************************************************
 CE0507  DESIGNATION -  LV 4
 CE0507  PID         -  CE0507
 CE0507  STATE/COUNTY-  TX/EL PASO
 CE0507  USGS QUAD   -  YSLETA (1994)
 CE0507
 CE0507                         *CURRENT SURVEY CONTROL
 CE0507  ___________________________________________________________________
 CE0507* NAD 83(1993)-  31 43 20.23253(N)    106 21 06.15827(W)     ADJUSTED  
 CE0507* NAVD 88     -      1130.59   (+/-2cm)    3709.3    (feet)  VERTCON   
 CE0507  ___________________________________________________________________
 CE0507  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CE0507  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0507
 CE0507  HORZ ORDER  -  SECOND
 CE0507  VERT ORDER  -  THIRD ? (See Below)
 CE0507
 CE0507.The horizontal coordinates were established by classical geodetic methods
 CE0507.and adjusted by the National Geodetic Survey in February 1996..
 CE0507
 CE0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0507.The vertical order pertains to the NGVD 29 superseded value.
 CE0507
 CE0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0507
 CE0507.The geoid height was determined by GEOID03.
 CE0507
 CE0507;                    North         East     Units Scale Factor Converg.
 CE0507;SPC TX C     - 3,243,308.892   129,897.812   MT  0.99996071   -3 05 59.3
 CE0507;SPC TX C     -10,640,755.92    426,173.07   sFT  0.99996071   -3 05 59.3
 CE0507;UTM  13      - 3,510,448.346   371,935.023   MT  0.99980227   -0 42 39.0
 CE0507
 CE0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0507!SPC TX C     -   0.99982631  x   0.99996071  =   0.99978703
 CE0507!UTM  13      -   0.99982631  x   0.99980227  =   0.99962861
 CE0507
 CE0507:                Primary Azimuth Mark                     Grid Az
 CE0507:SPC TX C     -  MOSSWOOD                                 022 49 05.2
 CE0507:UTM  13      -  MOSSWOOD                                 020 25 44.9
 CE0507
 CE0507|---------------------------------------------------------------------|
 CE0507| PID    Reference Object                     Distance      Geod. Az  |
 CE0507|                                                           dddmmss.s |
 CE0507| CE0539 MOSSWOOD                            APPROX. 4.9 KM 0194305.9 |
 CE0507| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 5.7 KM 3215915.8 |
 CE0507| CE0541 EL PASO EASTWOOD MUN TANK           APPROX. 5.5 KM 3500207.1 |
 CE0507|---------------------------------------------------------------------|
 CE0507
 CE0507                          SUPERSEDED SURVEY CONTROL
 CE0507
 CE0507  NAD 83(1993)-  31 43 20.23494(N)    106 21 06.15555(W) AD(       ) 2
 CE0507  NAD 83(1986)-  31 43 20.23633(N)    106 21 06.15561(W) AD(       ) 2
 CE0507  NAD 27      -  31 43 19.83795(N)    106 21 04.21533(W) AD(       ) 2
 CE0507  NGVD 29 (07/19/86) 1130.06   (m)         3707.5    (f) LEVELING    3  
 CE0507
 CE0507.Superseded values are not recommended for survey control.
 CE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0507.See file dsdata.txt to determine how the superseded data were derived.
 CE0507
 CE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7193510448(NAD 83)
 CE0507_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0507_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0507+STABILITY: SURFACE MOTION
 CE0507
 CE0507  HISTORY     - Date     Condition        Report By
 CE0507  HISTORY     - 1980     MONUMENTED       TX2190
 CE0507
 CE0507                          STATION DESCRIPTION
 CE0507
 CE0507'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0507'THE STATION IS LOCATED ABOUT 13.3 KM (8-1/4 MI) EAST-SOUTHEAST
 CE0507'OF DOWNTOWN EL PASO, 4.0 KM (2-1/2 MI) NORTHWEST OF YSLETA.
 CE0507'OWNERSHIP--CITY OF EL PASO, PERMISSION BY THE CITY
 CE0507'ENGINEERING DEPT, NO. 2 CIVIC CENTER PLAZA,
 CE0507'EL PASO, TX 79999, TELEPHONE NUMBER 915-543-4200.
 CE0507'
 CE0507'TO REACH THE STATION FROM THE INTERSECTION OF YARBROUGH
 CE0507'DRIVE AND ALAMEA AVENUE, GO NORTH NORTHEAST ON YARBROUGH,
 CE0507'CROSSING THE OVERPASS, FOR 0.3 KM (0.2 MI).  THE STATION IS
 CE0507'LOCATED ON THE CENTER MEDIAN ON THE NORTH APPROACH TO THE
 CE0507'OVERPASS.  THE STATION MARK IS COVERED BY AN IRON COLLAR
 CE0507'AND ROUND IRON COVER.
 CE0507'
 CE0507'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0507'STAMPED---LV 4 EPGS 1980---,
 CE0507'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0507'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 CE0507'13.6 METERS WEST FROM THE NORTHERN MOST LIGHT POST ON THE NORTH
 CE0507'NORTH BOUND,
 CE0507'5.4 METERS EAST FROM THE WEST CURB OF THE CENTER MEDIAN,
 CE0507'1.7 METERS WEST FROM THE EAST CURB OF THE CENTER MEDIAN AND
 CE0507'1.1 METERS NORTH FROM THE NORTH WINGWALL EDGE.
 CE0507'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0507'STAMPED---LV 4 EPGS 1980---,
 CE0507'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0507'
 CE0507'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0496 ***********************************************************************
 CE0496  DESIGNATION -  LV 5
 CE0496  PID         -  CE0496
 CE0496  STATE/COUNTY-  TX/EL PASO
 CE0496  USGS QUAD   -  YSLETA (1994)
 CE0496
 CE0496                         *CURRENT SURVEY CONTROL
 CE0496  ___________________________________________________________________
 CE0496* NAD 83(1993)-  31 42 03.71807(N)    106 17 07.57444(W)     ADJUSTED  
 CE0496* NAVD 88     -      1147.3    (meters)    3764.     (feet)  VERTCON   
 CE0496  ___________________________________________________________________
 CE0496  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 CE0496  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0496
 CE0496  HORZ ORDER  -  SECOND
 CE0496
 CE0496.The horizontal coordinates were established by classical geodetic methods
 CE0496.and adjusted by the National Geodetic Survey in February 1996..
 CE0496
 CE0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0496
 CE0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0496
 CE0496.The geoid height was determined by GEOID03.
 CE0496
 CE0496;                    North         East     Units Scale Factor Converg.
 CE0496;SPC TX C     - 3,240,617.902   136,043.617   MT  0.99995611   -3 03 56.5
 CE0496;SPC TX C     -10,631,927.23    446,336.43   sFT  0.99995611   -3 03 56.5
 CE0496;UTM  13      - 3,508,016.340   378,186.644   MT  0.99978301   -0 40 32.0
 CE0496
 CE0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0496!SPC TX C     -   0.99982368  x   0.99995611  =   0.99977980
 CE0496!UTM  13      -   0.99982368  x   0.99978301  =   0.99960673
 CE0496
 CE0496:                Primary Azimuth Mark                     Grid Az
 CE0496:SPC TX C     -  EL PASO ST PETER PAUL CATH CH            181 24 38.7
 CE0496:UTM  13      -  EL PASO ST PETER PAUL CATH CH            179 01 14.2
 CE0496
 CE0496|---------------------------------------------------------------------|
 CE0496| PID    Reference Object                     Distance      Geod. Az  |
 CE0496|                                                           dddmmss.s |
 CE0496| CE0495 EL PASO ST PETER PAUL CATH CH       APPROX. 3.0 KM 1782042.2 |
 CE0496| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX.12.0 KM 3050151.0 |
 CE0496| CE0498 CHESHER                             APPROX. 2.5 KM 3105256.2 |
 CE0496|---------------------------------------------------------------------|
 CE0496
 CE0496                          SUPERSEDED SURVEY CONTROL
 CE0496
 CE0496  NAD 83(1993)-  31 42 03.72179(N)    106 17 07.57141(W) AD(       ) 2
 CE0496  NAD 83(1986)-  31 42 03.72249(N)    106 17 07.57141(W) AD(       ) 2
 CE0496  NAD 27      -  31 42 03.32061(N)    106 17 05.63691(W) AD(       ) 2
 CE0496  NGVD 29 (07/19/86) 1146.7    (m)         3762.     (f) VERT ANG       
 CE0496
 CE0496.Superseded values are not recommended for survey control.
 CE0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0496.See file dsdata.txt to determine how the superseded data were derived.
 CE0496
 CE0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7818708016(NAD 83)
 CE0496_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0496_STAMPING: EPGS 1980 LV5
 CE0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0496+STABILITY: SURFACE MOTION
 CE0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0496+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0496
 CE0496  HISTORY     - Date     Condition        Report By
 CE0496  HISTORY     - 1980     MONUMENTED       TX2190
 CE0496  HISTORY     - 19990809 GOOD             TX2190
 CE0496  HISTORY     - 20050401 GOOD             USPSQD
 CE0496
 CE0496                          STATION DESCRIPTION
 CE0496
 CE0496'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0496'THE STATION IS LOCATED ABOUT 17-1/2 KM (11 MI) SOUTHEAST OF
 CE0496'DOWNTOWN EL PASO, 7 KM (4-1/2 MI) WEST-NORTHWEST OF HORIZON
 CE0496'CITY, AND AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CE0496'TEXAS 375 LOOP.
 CE0496'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND
 CE0496'PUBLIC TRANSP, MR. LYLE D. SCARBROUGH, DESIGN
 CE0496'ENGINEER, 212 NORTH CLARK, EL PASO, TX 79915,
 CE0496'TELEPHONE NUMBER 915-778-4254.
 CE0496'
 CE0496'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0496'HIGHWAY 10 AND TEXAS LOOP 375, AMERICAS AVENUE, GO SOUTHWEST
 CE0496'ON TEXAS LOOP 375 FOR 0.08 KM (0.05 MI) TO THE STATION ON
 CE0496'THE RIGHT.
 CE0496'
 CE0496'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0496'STAMPED---EPGS 1980 LV 5---,
 CE0496'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0496'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 CE0496'8.8 METERS (28.2 FT) NORTHWEST FROM THE CENTER OF THE SOUTHWEST
 CE0496'BOUND LANE OF AMERICAS AVENUE, TEXAS LOOP 375 AND
 CE0496'6.5 METERS (21.3 FT) SOUTH FROM THE CENTER OF AN OFF-RAMP.
 CE0496'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0496'STAMPED---EPGS 1980 LV 5---,
 CE0496'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0496'
 CE0496'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 CE0496
 CE0496                          STATION RECOVERY (1999)
 CE0496
 CE0496'RECOVERY NOTE BY CITY OF EL PASO TEXAS 1999 (HWE)
 CE0496'STATION HAS AN IRON COLLAR ABOUT 12 INCHES IN DIAMETER, PROJECTING
 CE0496'ABOUT 4 INCHES ABOVE THE GROUND AND IS ON THE POINT OF A TRAFFIC
 CE0496'ISLAND.
 CE0496
 CE0496                          STATION RECOVERY (2005)
 CE0496
 CE0496'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0501 ***********************************************************************
 CE0501  DESIGNATION -  LV 6
 CE0501  PID         -  CE0501
 CE0501  STATE/COUNTY-  TX/EL PASO
 CE0501  USGS QUAD   -  YSLETA (1994)
 CE0501
 CE0501                         *CURRENT SURVEY CONTROL
 CE0501  ___________________________________________________________________
 CE0501* NAD 83(1993)-  31 41 16.55488(N)    106 19 11.11306(W)     ADJUSTED  
 CE0501* NAVD 88     -      1119.6    (meters)    3673.     (feet)  VERTCON   
 CE0501  ___________________________________________________________________
 CE0501  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 CE0501  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0501
 CE0501  HORZ ORDER  -  SECOND
 CE0501
 CE0501.The horizontal coordinates were established by classical geodetic methods
 CE0501.and adjusted by the National Geodetic Survey in February 1996..
 CE0501
 CE0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0501
 CE0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0501
 CE0501.The geoid height was determined by GEOID03.
 CE0501
 CE0501;                    North         East     Units Scale Factor Converg.
 CE0501;SPC TX C     - 3,239,341.899   132,717.179   MT  0.99995335   -3 05 00.1
 CE0501;SPC TX C     -10,627,740.88    435,422.94   sFT  0.99995335   -3 05 00.1
 CE0501;UTM  13      - 3,506,602.962   374,916.857   MT  0.99979296   -0 41 36.0
 CE0501
 CE0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0501!SPC TX C     -   0.99982803  x   0.99995335  =   0.99978138
 CE0501!UTM  13      -   0.99982803  x   0.99979296  =   0.99962102
 CE0501
 CE0501:                Primary Azimuth Mark                     Grid Az
 CE0501:SPC TX C     -  EL PASO PEBBLE HILLS MUN TANK            017 01 08.2
 CE0501:UTM  13      -  EL PASO PEBBLE HILLS MUN TANK            014 37 44.1
 CE0501
 CE0501|---------------------------------------------------------------------|
 CE0501| PID    Reference Object                     Distance      Geod. Az  |
 CE0501|                                                           dddmmss.s |
 CE0501| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 8.8 KM 0135608.1 |
 CE0501| CE0498 CHESHER                             APPROX. 3.4 KM 0231148.3 |
 CE0501| CE0483 HORIZON CITY RADAR DOME             APPROX.11.6 KM 0935739.9 |
 CE0501|---------------------------------------------------------------------|
 CE0501
 CE0501                          SUPERSEDED SURVEY CONTROL
 CE0501
 CE0501  NAD 83(1993)-  31 41 16.55811(N)    106 19 11.10973(W) AD(       ) 2
 CE0501  NAD 83(1986)-  31 41 16.55896(N)    106 19 11.10982(W) AD(       ) 2
 CE0501  NAD 27      -  31 41 16.15582(N)    106 19 09.17222(W) AD(       ) 2
 CE0501  NGVD 29 (07/19/86) 1119.1    (m)         3672.     (f) VERT ANG       
 CE0501
 CE0501.Superseded values are not recommended for survey control.
 CE0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0501.See file dsdata.txt to determine how the superseded data were derived.
 CE0501
 CE0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7491706603(NAD 83)
 CE0501_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0501_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0501+STABILITY: SURFACE MOTION
 CE0501
 CE0501  HISTORY     - Date     Condition        Report By
 CE0501  HISTORY     - 1980     MONUMENTED       TX2190
 CE0501
 CE0501                          STATION DESCRIPTION
 CE0501
 CE0501'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0501'THE STATION IS LOCATED ABOUT 14-1/2 KM (9 MI) SOUTHEAST OF DOWNTOWN
 CE0501'EL PASO, 3 KM (2 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10,
 CE0501'AND 0.8 KM (1/2 MI) SOUTH OF YSLETA.
 CE0501'OWNERSHIP--U.S. BUREAU OF RECLAMATION, 303 NORTH OREGON,
 CE0501'EL PASO, TX.
 CE0501'
 CE0501'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0501'HIGHWAY 10 AND TEXAS LOOP 375, AMERICAS AVENUE, GO
 CE0501'SOUTHWEST ON TEXAS LOOP 375 FOR 2.1 KM (1.3 MI) TO A
 CE0501'FOUR-WAY STOP LIGHT AT A CROSS ROAD, TEXAS FARM ROAD 76.
 CE0501'CONTINUE AHEAD SOUTHWESTERLY FOR 1.6 KM (1.0 MI) TO A
 CE0501'CROSS ROAD, ALAMEDA AVENUE, U.S. HIGHWAY BUSINESS 80,
 CE0501'AND TEXAS 20.  TURN RIGHT AND GO NORTHWEST FOR 0.95 KM
 CE0501'(0.6 MI) TO THE STATION ON THE LEFT.
 CE0501'
 CE0501'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0501'STAMPED---EPGS 1980 LV 6---,
 CE0501'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0501'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 CE0501'34.6 METERS (113.5 FT) SOUTHEAST FROM THE CENTER OF THE CANAL
 CE0501'GATE,
 CE0501'12.5 METERS (41.0 FT) SOUTHWEST FROM THE CENTER OF ALAMEDA AVENUE
 CE0501'AND
 CE0501'7.4 METERS (24.3 FT) NORTHEAST FROM THE CENTER OF THE FRANKLIN
 CE0501'CANAL.
 CE0501'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0501'STAMPED---EPGS 1980 LV 6---,
 CE0501'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0501'
 CE0501'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0503 ***********************************************************************
 CE0503  DESIGNATION -  LV 7
 CE0503  PID         -  CE0503
 CE0503  STATE/COUNTY-  TX/EL PASO
 CE0503  USGS QUAD   -  YSLETA (1994)
 CE0503
 CE0503                         *CURRENT SURVEY CONTROL
 CE0503  ___________________________________________________________________
 CE0503* NAD 83(1993)-  31 43 11.32710(N)    106 19 47.15600(W)     ADJUSTED  
 CE0503* NAVD 88     -      1121.1    (meters)    3678.     (feet)  VERTCON   
 CE0503  ___________________________________________________________________
 CE0503  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 CE0503  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0503
 CE0503  HORZ ORDER  -  SECOND
 CE0503
 CE0503.The horizontal coordinates were established by classical geodetic methods
 CE0503.and adjusted by the National Geodetic Survey in February 1996..
 CE0503.No horizontal observational check was made to the station.
 CE0503
 CE0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0503
 CE0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0503
 CE0503.The geoid height was determined by GEOID03.
 CE0503
 CE0503;                    North         East     Units Scale Factor Converg.
 CE0503;SPC TX C     - 3,242,922.747   131,959.805   MT  0.99996016   -3 05 18.7
 CE0503;SPC TX C     -10,639,489.05    432,938.13   sFT  0.99996016   -3 05 18.7
 CE0503;UTM  13      - 3,510,148.542   374,010.985   MT  0.99979577   -0 41 57.3
 CE0503
 CE0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0503!SPC TX C     -   0.99982779  x   0.99996016  =   0.99978796
 CE0503!UTM  13      -   0.99982779  x   0.99979577  =   0.99962359
 CE0503
 CE0503                          SUPERSEDED SURVEY CONTROL
 CE0503
 CE0503  NAD 83(1993)-  31 43 11.33014(N)    106 19 47.15331(W) AD(       ) 2
 CE0503  NAD 83(1986)-  31 43 11.33104(N)    106 19 47.15321(W) AD(       ) 2
 CE0503  NAD 27      -  31 43 10.93139(N)    106 19 45.21452(W) AD(       ) 2
 CE0503  NGVD 29 (07/19/86) 1120.6    (m)         3677.     (f) VERT ANG       
 CE0503
 CE0503.Superseded values are not recommended for survey control.
 CE0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0503.See file dsdata.txt to determine how the superseded data were derived.
 CE0503
 CE0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7401110149(NAD 83)
 CE0503_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0503+STABILITY: SURFACE MOTION
 CE0503
 CE0503  HISTORY     - Date     Condition        Report By
 CE0503  HISTORY     - 1980     MONUMENTED       TX2190
 CE0503
 CE0503                          STATION DESCRIPTION
 CE0503
 CE0503'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0503'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHWEST OF
 CE0503'SOCORRO, 2.4 KM (1-1/2 MI) SOUTH-SOUTHWEST OF YSLETA, AND
 CE0503'0.4 KM (1/4 MI) NORTHEAST OF THE RIO GRANDE.
 CE0503'OWNERSHIP--U.S. BUREAU OF RECLAMATION, 303 NORTH OREGON,
 CE0503'EL PASO, TX 79901.
 CE0503'
 CE0503'TO REACH THE STATION FROM LOMALAND DRIVE AND NORTH LOOP
 CE0503'(STATE HIGHWAY 76), GO SOUTHEAST ON LOMALAND DRIVE FOR
 CE0503'1.5 KM (0.95 MI) TO STATION ON LEFT.
 CE0503'
 CE0503'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0503'STAMPED---LV 7 EPGS 1980---,
 CE0503'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0503'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 CE0503'19.10 METERS NORTHEAST FROM THE CENTER OF NORTH LOOP,
 CE0503'7.10 METERS EAST FROM OF A MANHOLE AND
 CE0503'1.83 METERS WEST FROM OF EDGE BANK.
 CE0503'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0503'STAMPED---LV 7 EPGS 1980---,
 CE0503'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0503'
 CE0503'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0494 ***********************************************************************
 CE0494  DESIGNATION -  LV 9
 CE0494  PID         -  CE0494
 CE0494  STATE/COUNTY-  TX/EL PASO
 CE0494  USGS QUAD   -  YSLETA (1994)
 CE0494
 CE0494                         *CURRENT SURVEY CONTROL
 CE0494  ___________________________________________________________________
 CE0494* NAD 83(1993)-  31 38 56.94243(N)    106 16 52.29475(W)     ADJUSTED  
 CE0494* NAVD 88     -      1114.8    (meters)    3657.     (feet)  VERTCON   
 CE0494  ___________________________________________________________________
 CE0494  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CE0494  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0494
 CE0494  HORZ ORDER  -  SECOND
 CE0494
 CE0494.The horizontal coordinates were established by classical geodetic methods
 CE0494.and adjusted by the National Geodetic Survey in February 1996..
 CE0494
 CE0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0494
 CE0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0494
 CE0494.The geoid height was determined by GEOID03.
 CE0494
 CE0494;                    North         East     Units Scale Factor Converg.
 CE0494;SPC TX C     - 3,234,852.148   136,137.956   MT  0.99994548   -3 03 48.6
 CE0494;SPC TX C     -10,613,010.76    446,645.94   sFT  0.99994548   -3 03 48.6
 CE0494;UTM  13      - 3,502,260.507   378,521.347   MT  0.99978201   -0 40 20.4
 CE0494
 CE0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0494!SPC TX C     -   0.99982878  x   0.99994548  =   0.99977426
 CE0494!UTM  13      -   0.99982878  x   0.99978201  =   0.99961082
 CE0494
 CE0494:                Primary Azimuth Mark                     Grid Az
 CE0494:SPC TX C     -  LOCK RM 3                                232 43 35.8
 CE0494:UTM  13      -  LOCK RM 3                                230 20 07.6
 CE0494
 CE0494|---------------------------------------------------------------------|
 CE0494| PID    Reference Object                     Distance      Geod. Az  |
 CE0494|                                                           dddmmss.s |
 CE0494| CE0499 LOCK RM 3                           APPROX. 3.2 KM 2293947.2 |
 CE0494| CE0495 EL PASO ST PETER PAUL CATH CH       APPROX. 2.8 KM 3532709.8 |
 CE0494|---------------------------------------------------------------------|
 CE0494
 CE0494                          SUPERSEDED SURVEY CONTROL
 CE0494
 CE0494  NAD 83(1986)-  31 38 56.94709(N)    106 16 52.29094(W) AD(       ) 2
 CE0494  NAD 27      -  31 38 56.53904(N)    106 16 50.35617(W) AD(       ) 2
 CE0494  NGVD 29 (07/19/86) 1114.3    (m)         3656.     (f) VERT ANG       
 CE0494
 CE0494.Superseded values are not recommended for survey control.
 CE0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0494.See file dsdata.txt to determine how the superseded data were derived.
 CE0494
 CE0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7852102261(NAD 83)
 CE0494_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0494_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0494+STABILITY: SURFACE MOTION
 CE0494
 CE0494  HISTORY     - Date     Condition        Report By
 CE0494  HISTORY     - 1980     MONUMENTED       TX2190
 CE0494
 CE0494                          STATION DESCRIPTION
 CE0494
 CE0494'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0494'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI) SOUTHEAST OF
 CE0494'DOWNTOWN EL PASO, 8.0 KM (5 MI) NORTHWEST OF CLINT, 6.4 KM
 CE0494'(4 MI) SOUTH-SOUTHEAST OF YSLETA AND 4.8 KM (3 MI) SOUTHEAST
 CE0494'OF INTERSTATE HIGHWAY 10.
 CE0494'OWNERSHIP--U.S. BUREAU OF RECLAMATION, 303 NORTH OREGON,
 CE0494'EL PASO, TX 79901.
 CE0494'
 CE0494'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0494'HIGHWAY 10 AND HORIZON BLVD, WHICH IS ABOUT 29.0 KM
 CE0494'(18 MI) SOUTHEAST OF THE CENTER OF EL PASO, GO SOUTH AND
 CE0494'SOUTHWEST ON FARM ROAD 1281 FOR 2.7 KM (1.7 MI) TO
 CE0494'A STOP SIGN.  CONTINUE SOUTHWEST FOR 1.4 KM (0.9 MI) TO A
 CE0494'GUARD RAIL ON THE RIGHT AND THE STATION JUST BEYOND
 CE0494'BENEATH A COVERED SEWER PIPE.
 CE0494'
 CE0494'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0494'STAMPED---LV 9 EPGS 1980---,
 CE0494'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0494'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 CE0494'6.1 METERS NORTH FROM CENTER OF PAVED ROAD,
 CE0494'2.5 METERS EAST FROM OF CENTER OF DIRT ROAD AND
 CE0494'1.7 METERS WEST FROM OF GUARD RAIL.
 CE0494'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0494'STAMPED---LV 9 EPGS 1980---,
 CE0494'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0494'
 CE0494'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8395 ***********************************************************************
 AH8395  DESIGNATION -  LYDIA
 AH8395  PID         -  AH8395
 AH8395  STATE/COUNTY-  TX/ARANSAS
 AH8395  USGS QUAD   -  ESTES (1975)
 AH8395
 AH8395                         *CURRENT SURVEY CONTROL
 AH8395  ___________________________________________________________________
 AH8395* NAD 83(1993)-  27 53 35.45192(N)    097 02 36.48686(W)     ADJUSTED  
 AH8395* NAVD 88     -         0.4    (meters)       1.     (feet)  VERTCON   
 AH8395  ___________________________________________________________________
 AH8395  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH8395  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH8395
 AH8395  HORZ ORDER  -  THIRD
 AH8395
 AH8395.The horizontal coordinates were established by classical geodetic methods
 AH8395.and adjusted by the National Geodetic Survey in August 1998..
 AH8395
 AH8395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8395
 AH8395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8395
 AH8395.The geoid height was determined by GEOID03.
 AH8395
 AH8395;                    North         East     Units Scale Factor Converg.
 AH8395;SPC TXSC     - 4,008,245.034   792,662.583   MT  1.00017673   +0 57 30.7
 AH8395;SPC TXSC     -13,150,383.92  2,600,593.82   sFT  1.00017673   +0 57 30.7
 AH8395;UTM  14      - 3,086,908.241   692,581.668   MT  1.00005779   +0 54 56.1
 AH8395
 AH8395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8395!SPC TXSC     -   1.00000409  x   1.00017673  =   1.00018082
 AH8395!UTM  14      -   1.00000409  x   1.00005779  =   1.00006188
 AH8395
 AH8395                          SUPERSEDED SURVEY CONTROL
 AH8395
 AH8395  NGVD 29 (08/21/98)    0.6    (m)            2.     (f) VERT ANG       
 AH8395
 AH8395.Superseded values are not recommended for survey control.
 AH8395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8395.See file dsdata.txt to determine how the superseded data were derived.
 AH8395
 AH8395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9258286908(NAD 83)
 AH8395_MARKER: DD = SURVEY DISK
 AH8395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8395_STAMPING: LYDIA 1989
 AH8395_MARK LOGO: NOS   
 AH8395_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8395+STABILITY: SURFACE MOTION
 AH8395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8395+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8395
 AH8395  HISTORY     - Date     Condition        Report By
 AH8395  HISTORY     - 1989     MONUMENTED       NOS
 AH8395
 AH8395                          STATION DESCRIPTION
 AH8395
 AH8395'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8395'THE STATION IS LOCATED AT THE NORTH END OF LYDIA ANN ISLAND, EAST FROM
 AH8395'THE LYDIA ANN CHANNEL, AND WEST FROM SAN JOSE ISLAND. TO REACH THE
 AH8395'STATION ROCKPORT, GO BY BOAT SOUTH ON THE ARANSAS BAY ALTERNATE ROUTE
 AH8395'TO THE AREA OF LT 83.  FROM THERE GO SSE FOR APPROXIMATELY 0.6 MILE TO
 AH8395'THE NORTH END OF LYDIA ANN ISLAND AND THE AREA OF THE STATION. THE
 AH8395'STATION IS STAMPED---LYDIA 1989---, AND IS AN ALUMINUM DISK ATTACHED
 AH8395'TO THE TOP OF A 42 INCH ALUMINUM ROD WHICH IS SURROUNDED BY A MASS OF
 AH8395'CONCRETE.  THE STATION IS LOCATED 4 METERS SOUTH FROM THE MHWL.
 AH8395'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0400 ***********************************************************************
 AB0400  DESIGNATION -  LYFORD
 AB0400  PID         -  AB0400
 AB0400  STATE/COUNTY-  TX/WILLACY
 AB0400  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0400
 AB0400                         *CURRENT SURVEY CONTROL
 AB0400  ___________________________________________________________________
 AB0400* NAD 83(1993)-  26 25 07.17228(N)    097 47 19.35656(W)     ADJUSTED  
 AB0400* NAVD 88     -        11.750  (meters)      38.55   (feet)  ADJUSTED  
 AB0400  ___________________________________________________________________
 AB0400  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AB0400  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB0400  DYNAMIC HT  -          11.731 (meters)      38.49  (feet)  COMP
 AB0400  MODELED GRAV-     979,043.4   (mgal)                       NAVD 88
 AB0400
 AB0400  HORZ ORDER  -  SECOND
 AB0400  VERT ORDER  -  FIRST     CLASS II
 AB0400
 AB0400.The horizontal coordinates were established by classical geodetic methods
 AB0400.and adjusted by the National Geodetic Survey in February 1996..
 AB0400
 AB0400.The orthometric height was determined by differential leveling
 AB0400.and adjusted by the National Geodetic Survey in June 1991..
 AB0400
 AB0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0400
 AB0400.The geoid height was determined by GEOID03.
 AB0400
 AB0400.The dynamic height is computed by dividing the NAVD 88
 AB0400.geopotential number by the normal gravity value computed on the
 AB0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0400.degrees latitude (g = 980.6199 gals.).
 AB0400
 AB0400.The modeled gravity was interpolated from observed gravity values.
 AB0400
 AB0400;                    North         East     Units Scale Factor Converg.
 AB0400;SPC TX S     - 5,083,515.558   370,954.199   MT  0.99994609   +0 19 22.5
 AB0400;SPC TX S     -16,678,167.29  1,217,038.90   sFT  0.99994609   +0 19 22.5
 AB0400;UTM  14      - 2,922,617.189   620,795.628   MT  0.99978015   +0 32 20.4
 AB0400
 AB0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0400!SPC TX S     -   1.00000183  x   0.99994609  =   0.99994792
 AB0400!UTM  14      -   1.00000183  x   0.99978015  =   0.99978198
 AB0400
 AB0400|---------------------------------------------------------------------|
 AB0400| PID    Reference Object                     Distance      Geod. Az  |
 AB0400|                                                           dddmmss.s |
 AB0400| AB0401 LYFORD RM 1                          20.257 METERS 16857     |
 AB0400| AB0399 LYFORD RM 2                          22.487 METERS 28214     |
 AB0400| AB0397 LYFORD AZ MK                                       3564904.3 |
 AB0400|---------------------------------------------------------------------|
 AB0400
 AB0400                          SUPERSEDED SURVEY CONTROL
 AB0400
 AB0400  NAD 83(1986)-  26 25 07.18205(N)    097 47 19.32076(W) AD(       ) 2
 AB0400  NAD 27      -  26 25 05.93400(N)    097 47 18.34000(W) AD(       ) 2
 AB0400  NGVD 29 (??/??/92)   11.832  (m)           38.82   (f) ADJ UNCH    1 2
 AB0400
 AB0400.Superseded values are not recommended for survey control.
 AB0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0400.See file dsdata.txt to determine how the superseded data were derived.
 AB0400
 AB0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2079622617(NAD 83)
 AB0400_MARKER: DS = TRIANGULATION STATION DISK
 AB0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0400_STAMPING: LYFORD 1949
 AB0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0400+STABILITY: SURFACE MOTION
 AB0400
 AB0400  HISTORY     - Date     Condition        Report By
 AB0400  HISTORY     - 1949     MONUMENTED       CGS
 AB0400  HISTORY     - 1951     GOOD             CGS
 AB0400  HISTORY     - 1951     GOOD             NGS
 AB0400  HISTORY     - 1958     GOOD             LOCENG
 AB0400  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0400
 AB0400                          STATION DESCRIPTION
 AB0400
 AB0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB0400'THE STATION IS LOCATED ABOUT 0.6 MILE NORTH OF THE CENTER OF
 AB0400'LYFORD, AT THE NORTH CITY LIMITS OF LYFORD ON LAND OWNED
 AB0400'BY MR. V.E. WATSON.  IT IS 340 FEET EAST OF U.S. HIGHWAY 77,
 AB0400'43 FEET SOUTH OF THE CENTER OF EAST-WEST STREET AND 29 FEET
 AB0400'WEST OF NORTH-SOUTH STREET.  IT IS STAMPED LYFORD 1949 AND SET
 AB0400'FLUSH WITH THE SURFACE OF THE GROUND.
 AB0400'
 AB0400'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 109
 AB0400'FEET SOUTH OF EAST-WEST STREET AND 18 FEET WEST OF NORTH-SOUTH
 AB0400'STREET.  IT IS STAMPED LYFORD NO 1 1949 AND SET FLUSH WITH
 AB0400'THE SURFACE OF THE GROUND.
 AB0400'
 AB0400'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 103 FEET WEST
 AB0400'OF THE CENTER OF NORTH-SOUTH STREET, AND 22 FEET SOUTH OF THE
 AB0400'CENTER OF EAST-WEST STREET.  IT IS STAMPED LYFORD NO 2 1949 AND
 AB0400'SET FLUSH WITH THE SURFACE OF THE GROUND.
 AB0400'
 AB0400'THE AZIMUTH MARK IS NORTH OF THE STATION, 54 FEET WEST OF THE
 AB0400'CENTER OF U.S. HIGHWAY 77, 34 FEET EAST OF THE EAST RAIL OF
 AB0400'RAILROAD TRACKS, 2 FEET SOUTH OF TELEPHONE POLE AND 1 FOOT
 AB0400'EAST OF WITNESS POST.  IT IS STAMPED LYFORD 1949 AND PROJECTS
 AB0400'4 INCHES.
 AB0400'
 AB0400'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.05
 AB0400'MILE TO U.S. HIGHWAY 77, TURN RIGHT AND GO NORTH ON U.S.
 AB0400'HIGHWAY 77 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 AB0400'DESCRIBED.
 AB0400'
 AB0400'TO REACH THE STATION FROM THE RAILROAD STATION IN LYFORD, GO
 AB0400'NORTH ON U.S. HIGHWAY 77 FOR 0.6 MILE TO CITY LIMIT SIGN,
 AB0400'TURN RIGHT AND GO EAST ON GRAVELED STREET FOR 0.05 MILE TO
 AB0400'WHERE STREET TURNS RIGHT AND STATION IN THE SOUTHWEST ANGLE
 AB0400'AS DESCRIBED.
 AB0400'
 AB0400'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AB0400
 AB0400                          STATION RECOVERY (1951)
 AB0400
 AB0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB0400'0.65 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS,
 AB0400'BROWNSVILLE AND MEXICO RAILROAD STATION AT LYFORD, 1/2 POLE
 AB0400'NORTH OF MILEPOST 42, IN THE NORTHEAST CORNER OF A PLOT OF
 AB0400'GROUND OWNED BY V.E. WATSON, 370 FEET EAST OF THE EAST RAIL
 AB0400'OF THE MAIN TRACK OF THE RAILROAD, 295 FEET EAST OF THE
 AB0400'CENTER LINE OF THE HIGHWAY, 41 FEET SOUTH OF THE CENTER LINE
 AB0400'OF AN EAST AND WEST STREET, 25 FEET WEST OF THE CENTER LINE
 AB0400'OF A NORTH AND SOUTH STREET, 43 FEET SOUTHEAST OF A TELEPHONE
 AB0400'POLE, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 AB0400'CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP OF THE GROUND,
 AB0400'STAMPED LYFORD 1949.
 AB0400'
 AB0400'LYFORD R.M. 1 IS 66.5 FEET SOUTHEAST OF TRIANGULATION STATION
 AB0400'LYFORD 1949, 1/2 POLE NORTH OF MILEPOST 42, 88 FEET NORTH OF THE
 AB0400'CENTER LINE OF AN EAST AND WEST STREET, 106 FEET SOUTH OF THE
 AB0400'CENTER LINE OF AN EAST AND WEST STREET, 17 FEET WEST OF THE
 AB0400'CENTER LINE OF A NORTH AND SOUTH STREET, A REFERENCE MARK
 AB0400'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT
 AB0400'BELOW THE TOP OF THE GROUND, STAMPED LYFORD NO 1 1949.
 AB0400'
 AB0400'LYFORD R.M. 2 IS 73.7 FEET WEST OF TRIANGULATION STATION
 AB0400'LYFORD 1949, 220 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AB0400'96 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH STREET,
 AB0400'24 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST STREET,
 AB0400'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AB0400'IS 0.1 FOOT BELOW THE TOP OF THE GROUND, STAMPED LYFORD
 AB0400'NO 2 1949.
 AB0400'
 AB0400'LYFORD AZIMUTH 1949 IS 1.25 MILES NORTH ALONG THE ST. LOUIS,
 AB0400'BROWNSVILLE AND MEXICO RAILROAD FROM THE STATION AT LYFORD,
 AB0400'1 POLE SOUTH OF MILEPOST 42/20, 53 FEET WEST OF THE CENTER
 AB0400'LINE OF U.S. HIGHWAY 77, 38 FEET EAST OF THE EAST RAIL, 2
 AB0400'FEET SOUTH OF A TELEGRAPH POLE, 1.4 FEET EAST OF A WITNESS
 AB0400'POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 AB0400'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED LYFORD 1949.
 AB0400'
 AB0400'ALL MARKS ARE IN GOOD CONDITION.
 AB0400
 AB0400                          STATION RECOVERY (1951)
 AB0400
 AB0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0400'0.65 MI N FROM LYFORD.
 AB0400'0.65 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS BROWNSVILLE
 AB0400'AND MEXICO RAILROAD STATION AT LYFORD, 1/2 POLE NORTH OF MILEPOST 42,
 AB0400'IN THE NORTHEAST CORNER OF A PLOT OF GROUND OWNED BY V.E. WATSON, 370
 AB0400'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE RAILROAD, 295 FEET
 AB0400'EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET SOUTH OF THE CENTER
 AB0400'LINE OF AN EAST AND WEST STREET, 25 FEET WEST OF THE CENTER LINE OF A
 AB0400'NORTH AND SOUTH STREET, 43 FEET SOUTHEAST OF A TELEPHONE POLE, SET IN
 AB0400'THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP OF THE
 AB0400'GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0400
 AB0400                          STATION RECOVERY (1958)
 AB0400
 AB0400'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958 (WLF)
 AB0400'RECOVERED BY PLYMOUTH OIL CO.
 AB0400'
 AB0400'STATION, REFERENCE MARK 1 AND 2 AND AZIMUTH MARK WERE FOUND
 AB0400'IN GOOD CONDITION.
 AB0400
 AB0400                          STATION RECOVERY (1981)
 AB0400
 AB0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0400'NOT RECOVERED, TRASH AND SILL COVERS THE AREA, MAYBE THERE IS A
 AB0400'POSSIBILITY THAT THE MARK IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0397 ***********************************************************************
 AB0397  DESIGNATION -  LYFORD AZ MK
 AB0397  PID         -  AB0397
 AB0397  STATE/COUNTY-  TX/WILLACY
 AB0397  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0397
 AB0397                         *CURRENT SURVEY CONTROL
 AB0397  ___________________________________________________________________
 AB0397* NAD 83(1986)-  26 25 39.     (N)    097 47 22.     (W)     SCALED    
 AB0397* NAVD 88     -         9.906  (meters)      32.50   (feet)  ADJUSTED  
 AB0397  ___________________________________________________________________
 AB0397  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AB0397  DYNAMIC HT  -           9.890 (meters)      32.45  (feet)  COMP
 AB0397  MODELED GRAV-     979,043.7   (mgal)                       NAVD 88
 AB0397
 AB0397  VERT ORDER  -  FIRST     CLASS II
 AB0397
 AB0397.The horizontal coordinates were scaled from a topographic map and have
 AB0397.an estimated accuracy of +/- 6 seconds.
 AB0397
 AB0397.The orthometric height was determined by differential leveling
 AB0397.and adjusted by the National Geodetic Survey in June 1991..
 AB0397
 AB0397.The geoid height was determined by GEOID03.
 AB0397
 AB0397.The dynamic height is computed by dividing the NAVD 88
 AB0397.geopotential number by the normal gravity value computed on the
 AB0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0397.degrees latitude (g = 980.6199 gals.).
 AB0397
 AB0397.The modeled gravity was interpolated from observed gravity values.
 AB0397
 AB0397;                    North         East    Units  Estimated Accuracy
 AB0397;SPC TX S     - 5,084,500.      370,880.      MT  (+/- 180 meters Scaled)
 AB0397
 AB0397                          SUPERSEDED SURVEY CONTROL
 AB0397
 AB0397.No superseded survey control is available for this station.
 AB0397
 AB0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ207235(NAD 83)
 AB0397_MARKER: DZ = AZIMUTH MARK DISK
 AB0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0397_STAMPING: LYFORD 1949
 AB0397_MARK LOGO: CGS   
 AB0397_PROJECTION: PROJECTING 6 CENTIMETERS
 AB0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0397+STABILITY: SURFACE MOTION
 AB0397
 AB0397  HISTORY     - Date     Condition        Report By
 AB0397  HISTORY     - 1949     MONUMENTED       CGS
 AB0397  HISTORY     - 1951     GOOD             NGS
 AB0397  HISTORY     - 1981     GOOD             NGS
 AB0397  HISTORY     - 1988     GOOD             USPSQD
 AB0397
 AB0397                          STATION DESCRIPTION
 AB0397
 AB0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0397'1.25 MI N FROM LYFORD.
 AB0397'1.25 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0397'FROM THE STATION AT LYFORD, 1 POLE SOUTH OF MILEPOST 42/20.  53 FEET
 AB0397'WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 38 FEET EAST OF THE EAST
 AB0397'RAIL, 2 FEET SOUTH OF A TELEGRAPH POLE, 1.4 FEET EAST OF A WITNESS
 AB0397'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AB0397'THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0397
 AB0397                          STATION RECOVERY (1981)
 AB0397
 AB0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0397'NOTE NEW DESCRIPTION FOLLOWS--0.2 KM (0.1 MI) EAST ALONG WEST BROADWAY
 AB0397'STREET FROM THE LYFORD POST OFFICE, THENCE 2.1 KM (1.35 MI) NORTH
 AB0397'ALONG BUSINESS U.S. HIGHWAY 77, ABOUT 0.3 KM (0.2 MI) SOUTH OF AN EAST
 AB0397'WEST GRAVELED ROAD, 16.1 METERS (53.0 FT) WEST OF THE CENTERLINE OF
 AB0397'HIGHWAY 77, 11.5 METERS (38.0 FT) EAST OF THE EAST RAIL OF THE
 AB0397'MISSOURI PACIFIC RAILROAD TRACKS, AND 0.6 METER (2.0 FT) SOUTH OF A
 AB0397'TELEPHONE POLE.
 AB0397'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB0397'THE MARK IS ABOVE LEVEL WITH HIGHWAY 77.
 AB0397
 AB0397                          STATION RECOVERY (1988)
 AB0397
 AB0397'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1643 ***********************************************************************
 AB1643  DESIGNATION -  LYFORD GIN ASSN GRAIN ELEV
 AB1643  PID         -  AB1643
 AB1643  STATE/COUNTY-  TX/WILLACY
 AB1643  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1643
 AB1643                         *CURRENT SURVEY CONTROL
 AB1643  ___________________________________________________________________
 AB1643* NAD 83(1993)-  26 24 26.73484(N)    097 47 25.95194(W)     ADJUSTED  
 AB1643* NAVD 88     -                                                        
 AB1643  ___________________________________________________________________
 AB1643  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AB1643  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AB1643
 AB1643  HORZ ORDER  -  THIRD
 AB1643
 AB1643.The horizontal coordinates were established by classical geodetic methods
 AB1643.and adjusted by the National Geodetic Survey in February 1996..
 AB1643
 AB1643
 AB1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1643
 AB1643.The geoid height was determined by GEOID03.
 AB1643
 AB1643;                    North         East     Units Scale Factor Converg.
 AB1643;SPC TX S     - 5,082,270.104   370,778.442   MT  0.99994808   +0 19 19.6
 AB1643;SPC TX S     -16,674,081.17  1,216,462.27   sFT  0.99994808   +0 19 19.6
 AB1643;UTM  14      - 2,921,371.289   620,624.595   MT  0.99977964   +0 32 16.7
 AB1643
 AB1643                          SUPERSEDED SURVEY CONTROL
 AB1643
 AB1643  NAD 83(1986)-  26 24 26.74435(N)    097 47 25.91589(W) AD(       ) 4
 AB1643  NAD 27      -  26 24 25.50900(N)    097 47 24.94300(W) AD(       ) 3
 AB1643
 AB1643.Superseded values are not recommended for survey control.
 AB1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1643.See file dsdata.txt to determine how the superseded data were derived.
 AB1643
 AB1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2062521371(NAD 83)
 AB1643_MARKER: 65 = GRAIN ELEVATOR
 AB1643
 AB1643  HISTORY     - Date     Condition        Report By
 AB1643  HISTORY     - 1961     FIRST OBSERVED   CGS
 AB1643
 AB1643                          STATION DESCRIPTION
 AB1643
 AB1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1643'THE STATION IS THE LIGHT ATOP THE HEADHOUSE OF A GRAIN ELEVATOR
 AB1643'WHICH IS LOCATED IN THE TOWN OF LYFORD.
 AB1643'
 AB1643'THE ELEVATOR IS A NUMBER OF CONCRETE CYLINDERS, WITH A GREY
 AB1643'HEADHOUSE AND APPROXIMATELY 140 FEET IN OVERALL HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1641 ***********************************************************************
 AB1641  DESIGNATION -  LYFORD HAMPLE IMPLEMENT CO MST
 AB1641  PID         -  AB1641
 AB1641  STATE/COUNTY-  TX/WILLACY
 AB1641  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1641
 AB1641                         *CURRENT SURVEY CONTROL
 AB1641  ___________________________________________________________________
 AB1641* NAD 83(1993)-  26 24 52.77373(N)    097 47 22.09825(W)     ADJUSTED  
 AB1641* NAVD 88     -                                                        
 AB1641  ___________________________________________________________________
 AB1641  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AB1641  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB1641
 AB1641  HORZ ORDER  -  THIRD
 AB1641
 AB1641.The horizontal coordinates were established by classical geodetic methods
 AB1641.and adjusted by the National Geodetic Survey in February 1996..
 AB1641
 AB1641
 AB1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1641
 AB1641.The geoid height was determined by GEOID03.
 AB1641
 AB1641;                    North         East     Units Scale Factor Converg.
 AB1641;SPC TX S     - 5,083,072.028   370,880.724   MT  0.99994679   +0 19 21.3
 AB1641;SPC TX S     -16,676,712.15  1,216,797.84   sFT  0.99994679   +0 19 21.3
 AB1641;UTM  14      - 2,922,173.459   620,723.837   MT  0.99977994   +0 32 18.9
 AB1641
 AB1641                          SUPERSEDED SURVEY CONTROL
 AB1641
 AB1641  NAD 83(1986)-  26 24 52.78353(N)    097 47 22.06245(W) AD(       ) 4
 AB1641  NAD 27      -  26 24 51.53700(N)    097 47 21.08100(W) AD(       ) 3
 AB1641
 AB1641.Superseded values are not recommended for survey control.
 AB1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1641.See file dsdata.txt to determine how the superseded data were derived.
 AB1641
 AB1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2072422173(NAD 83)
 AB1641_MARKER: 42 = RADIO/TV MAST
 AB1641
 AB1641  HISTORY     - Date     Condition        Report By
 AB1641  HISTORY     - 1961     FIRST OBSERVED   CGS
 AB1641
 AB1641                          STATION DESCRIPTION
 AB1641
 AB1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1641'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS ON THE
 AB1641'NORTH SIDE OF LYFORD AND ALONG THE EAST SIDE OF U.S. HIGHWAY
 AB1641'77.
 AB1641'
 AB1641'THE MAST IS A SLENDER METAL STRUCTURE, PAINTED RED AND WHITE,
 AB1641'112 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1648 ***********************************************************************
 AB1648  DESIGNATION -  LYFORD MUNICIPAL TANK
 AB1648  PID         -  AB1648
 AB1648  STATE/COUNTY-  TX/WILLACY
 AB1648  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1648
 AB1648                         *CURRENT SURVEY CONTROL
 AB1648  ___________________________________________________________________
 AB1648* NAD 83(1993)-  26 24 37.33728(N)    097 47 27.89035(W)     ADJUSTED  
 AB1648* NAVD 88     -                                                        
 AB1648  ___________________________________________________________________
 AB1648  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AB1648  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AB1648
 AB1648  HORZ ORDER  -  THIRD
 AB1648
 AB1648.The horizontal coordinates were established by classical geodetic methods
 AB1648.and adjusted by the National Geodetic Survey in February 1996..
 AB1648
 AB1648
 AB1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1648
 AB1648.The geoid height was determined by GEOID03.
 AB1648
 AB1648;                    North         East     Units Scale Factor Converg.
 AB1648;SPC TX S     - 5,082,596.082   370,722.892   MT  0.99994755   +0 19 18.7
 AB1648;SPC TX S     -16,675,150.65  1,216,280.02   sFT  0.99994755   +0 19 18.7
 AB1648;UTM  14      - 2,921,697.001   620,567.827   MT  0.99977947   +0 32 16.0
 AB1648
 AB1648                          SUPERSEDED SURVEY CONTROL
 AB1648
 AB1648  NAD 83(1986)-  26 24 37.34703(N)    097 47 27.85444(W) AD(       ) 4
 AB1648  NAD 27      -  26 24 36.09700(N)    097 47 26.87300(W) AD(       ) 3
 AB1648
 AB1648.Superseded values are not recommended for survey control.
 AB1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1648.See file dsdata.txt to determine how the superseded data were derived.
 AB1648
 AB1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2056821697(NAD 83)
 AB1648_MARKER: 53 = ELEVATED TANK
 AB1648
 AB1648  HISTORY     - Date     Condition        Report By
 AB1648  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1648
 AB1648                          STATION DESCRIPTION
 AB1648
 AB1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1648'THE STATION IS LOCATED NEAR THE CENTER OF LYFORD IN A SMALL
 AB1648'PARK AREA.  IT IS 1 BLOCK WEST OF U.S. HIGHWAY NO. 77 IN THE
 AB1648'NORTHEAST ANGLE OF THE INTERSECTION OF TWO STREETS, 72.0
 AB1648'FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET, 50.0 FEET
 AB1648'NORTH OF THE CENTER OF AN EAST-WEST STREET AND 30.0 FEET EAST
 AB1648'OF THE EAST EDGE OF A SMALL PUMPING STATION.
 AB1648'
 AB1648'THE TANK PROPER IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 AB1648'AND HAS A CONICAL ROOF WITH A BALL AT THE APEX.  IT HAS AN
 AB1648'OVER-ALL HEIGHT OF 110.0 FEET.
 AB1648'
 AB1648'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0401 ***********************************************************************
 AB0401  DESIGNATION -  LYFORD RM 1
 AB0401  PID         -  AB0401
 AB0401  STATE/COUNTY-  TX/WILLACY
 AB0401  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0401
 AB0401                         *CURRENT SURVEY CONTROL
 AB0401  ___________________________________________________________________
 AB0401* NAD 83(1986)-  26 25 06.     (N)    097 47 19.     (W)     SCALED    
 AB0401* NAVD 88     -        11.711  (meters)      38.42   (feet)  ADJUSTED  
 AB0401  ___________________________________________________________________
 AB0401  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB0401  DYNAMIC HT  -          11.692 (meters)      38.36  (feet)  COMP
 AB0401  MODELED GRAV-     979,043.4   (mgal)                       NAVD 88
 AB0401
 AB0401  VERT ORDER  -  FIRST     CLASS II
 AB0401
 AB0401.The horizontal coordinates were scaled from a topographic map and have
 AB0401.an estimated accuracy of +/- 6 seconds.
 AB0401
 AB0401.The orthometric height was determined by differential leveling
 AB0401.and adjusted by the National Geodetic Survey in June 1991..
 AB0401
 AB0401.The geoid height was determined by GEOID03.
 AB0401
 AB0401.The dynamic height is computed by dividing the NAVD 88
 AB0401.geopotential number by the normal gravity value computed on the
 AB0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0401.degrees latitude (g = 980.6199 gals.).
 AB0401
 AB0401.The modeled gravity was interpolated from observed gravity values.
 AB0401
 AB0401;                    North         East    Units  Estimated Accuracy
 AB0401;SPC TX S     - 5,083,480.      370,960.      MT  (+/- 180 meters Scaled)
 AB0401
 AB0401                          SUPERSEDED SURVEY CONTROL
 AB0401
 AB0401  NGVD 29 (??/??/92)   11.792  (m)           38.69   (f) ADJ UNCH    1 2
 AB0401
 AB0401.Superseded values are not recommended for survey control.
 AB0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0401.See file dsdata.txt to determine how the superseded data were derived.
 AB0401
 AB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ208225(NAD 83)
 AB0401_MARKER: DR = REFERENCE MARK DISK
 AB0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0401_STAMPING: LYFORD NO 1 1949
 AB0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0401+STABILITY: SURFACE MOTION
 AB0401
 AB0401  HISTORY     - Date     Condition        Report By
 AB0401  HISTORY     - 1949     MONUMENTED       CGS
 AB0401  HISTORY     - 1951     GOOD             NGS
 AB0401  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0401
 AB0401                          STATION DESCRIPTION
 AB0401
 AB0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0401'0.65 MI N FROM LYFORD.
 AB0401'0.65 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0401'AND MEXICO RAILROAD STATION AT LYFORD, 1/2 POLE NORTH OF MILEPOST 42,
 AB0401'AT THE NORTH EDGE OF A SMALL PLOT OF GROUND OWNED BY V.E. WATSON, 88
 AB0401'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST STREET, 106 FEET
 AB0401'SOUTH OF THE CENTER LINE OF AN EAST AND WEST STREET, 17 FEET WEST OF
 AB0401'THE CENTER LINE OF A NORTH AND SOUTH STREET, 66.5 FEET SOUTHEAST OF
 AB0401'TRIANGULATION STATION LYFORD 1949, SET IN THE TOP OF A CONCRETE POST
 AB0401'WHICH IS 0.1 FOOT BELOW THE TOP OF THE GROUND.  NOTE-- NOW THE
 AB0401'SOUTHERN PACIFIC LINES.
 AB0401
 AB0401                          STATION RECOVERY (1981)
 AB0401
 AB0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0401'NOT RECOVERED, SEARCHED FOR, TRASH AND FILL COVERS THE AREA, MAYBE
 AB0401'THERE IS A POSSIBILITY THE MARK IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0399 ***********************************************************************
 AB0399  DESIGNATION -  LYFORD RM 2
 AB0399  PID         -  AB0399
 AB0399  STATE/COUNTY-  TX/WILLACY
 AB0399  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0399
 AB0399                         *CURRENT SURVEY CONTROL
 AB0399  ___________________________________________________________________
 AB0399* NAD 83(1986)-  26 25 06.     (N)    097 47 19.     (W)     SCALED    
 AB0399* NAVD 88     -        11.776  (meters)      38.64   (feet)  ADJUSTED  
 AB0399  ___________________________________________________________________
 AB0399  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB0399  DYNAMIC HT  -          11.757 (meters)      38.57  (feet)  COMP
 AB0399  MODELED GRAV-     979,043.4   (mgal)                       NAVD 88
 AB0399
 AB0399  VERT ORDER  -  FIRST     CLASS II
 AB0399
 AB0399.The horizontal coordinates were scaled from a topographic map and have
 AB0399.an estimated accuracy of +/- 6 seconds.
 AB0399
 AB0399.The orthometric height was determined by differential leveling
 AB0399.and adjusted by the National Geodetic Survey in June 1991..
 AB0399
 AB0399.The geoid height was determined by GEOID03.
 AB0399
 AB0399.The dynamic height is computed by dividing the NAVD 88
 AB0399.geopotential number by the normal gravity value computed on the
 AB0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0399.degrees latitude (g = 980.6199 gals.).
 AB0399
 AB0399.The modeled gravity was interpolated from observed gravity values.
 AB0399
 AB0399;                    North         East    Units  Estimated Accuracy
 AB0399;SPC TX S     - 5,083,480.      370,960.      MT  (+/- 180 meters Scaled)
 AB0399
 AB0399                          SUPERSEDED SURVEY CONTROL
 AB0399
 AB0399  NGVD 29 (??/??/92)   11.858  (m)           38.90   (f) ADJ UNCH    1 2
 AB0399
 AB0399.Superseded values are not recommended for survey control.
 AB0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0399.See file dsdata.txt to determine how the superseded data were derived.
 AB0399
 AB0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ208225(NAD 83)
 AB0399_MARKER: DR = REFERENCE MARK DISK
 AB0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0399_STAMPING: LYFORD NO 2 1949
 AB0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0399+STABILITY: SURFACE MOTION
 AB0399
 AB0399  HISTORY     - Date     Condition        Report By
 AB0399  HISTORY     - 1949     MONUMENTED       CGS
 AB0399  HISTORY     - 1951     GOOD             NGS
 AB0399  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0399
 AB0399                          STATION DESCRIPTION
 AB0399
 AB0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0399'0.65 MI N FROM LYFORD.
 AB0399'0.65 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0399'AND MEXICO RAILROAD STATION AT LYFORD, 1/2 POLE NORTH OF MILEPOST 42,
 AB0399'AT THE NORTH EDGE OF A SMALL PLOT OF GROUND OWNED BY V.E. WATSON, 220
 AB0399'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 73.7 FEET WEST OF
 AB0399'TRIANGULATION STATION LYFORD 1949, 96 FEET WEST OF THE CENTER LINE OF
 AB0399'A NORTH AND SOUTH STREET, 24 FEET SOUTH OF THE CENTER LINE OF AN EAST
 AB0399'AND WEST STREET, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT
 AB0399'BELOW THE TOP OF THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0399
 AB0399                          STATION RECOVERY (1981)
 AB0399
 AB0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0399'NOT RECOVERED, SEARCHED FOR, TRASH AND FILL COVERING THE AREA, MAYBE
 AB0399'THERE IS A POSSIBILITY THAT THE MARK IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1651 ***********************************************************************
 AB1651  DESIGNATION -  LYFORD US BORDER PATROL MAST
 AB1651  PID         -  AB1651
 AB1651  STATE/COUNTY-  TX/WILLACY
 AB1651  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1651
 AB1651                         *CURRENT SURVEY CONTROL
 AB1651  ___________________________________________________________________
 AB1651* NAD 83(1993)-  26 24 12.58828(N)    097 47 28.10212(W)     ADJUSTED  
 AB1651* NAVD 88     -                                                        
 AB1651  ___________________________________________________________________
 AB1651  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AB1651  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AB1651
 AB1651  HORZ ORDER  -  THIRD
 AB1651
 AB1651.The horizontal coordinates were established by classical geodetic methods
 AB1651.and adjusted by the National Geodetic Survey in February 1996..
 AB1651
 AB1651
 AB1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1651
 AB1651.The geoid height was determined by GEOID03.
 AB1651
 AB1651;                    North         East     Units Scale Factor Converg.
 AB1651;SPC TX S     - 5,081,834.421   370,721.302   MT  0.99994879   +0 19 18.6
 AB1651;SPC TX S     -16,672,651.76  1,216,274.80   sFT  0.99994879   +0 19 18.6
 AB1651;UTM  14      - 2,920,935.468   620,569.106   MT  0.99977948   +0 32 15.5
 AB1651
 AB1651                          SUPERSEDED SURVEY CONTROL
 AB1651
 AB1651  NAD 83(1986)-  26 24 12.59796(N)    097 47 28.06616(W) AD(       ) 4
 AB1651  NAD 27      -  26 24 11.34800(N)    097 47 27.08400(W) AD(       ) 3
 AB1651
 AB1651.Superseded values are not recommended for survey control.
 AB1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1651.See file dsdata.txt to determine how the superseded data were derived.
 AB1651
 AB1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2056920935(NAD 83)
 AB1651_MARKER: 42 = RADIO/TV MAST
 AB1651
 AB1651  HISTORY     - Date     Condition        Report By
 AB1651  HISTORY     - 1961     FIRST OBSERVED   CGS
 AB1651
 AB1651                          STATION DESCRIPTION
 AB1651
 AB1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1651'THE STATION IS THE LIGHT ATOP A MAST WHICH IS LOCATED IN
 AB1651'THE SOUTH PART OF LYFORD ALONG THE WEST SIDE OF U.S. HIGHWAY
 AB1651'77.
 AB1651'
 AB1651'THE MAST IS A TALL, SLENDER, GUYED RED AND WHITE STEEL STRUCTURE
 AB1651'AND APPROXIMATELY 275 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1174 ***********************************************************************
 CU1174  DESIGNATION -  LYNN ET
 CU1174  PID         -  CU1174
 CU1174  STATE/COUNTY-  TX/LYNN
 CU1174  USGS QUAD   -  GOOCH LAKE (1969)
 CU1174
 CU1174                         *CURRENT SURVEY CONTROL
 CU1174  ___________________________________________________________________
 CU1174* NAD 83(1993)-  32 57 43.28310(N)    101 55 47.51309(W)     ADJUSTED  
 CU1174* NAVD 88     -       946.2    (meters)    3104.     (feet)  VERTCON   
 CU1174  ___________________________________________________________________
 CU1174  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 CU1174  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CU1174
 CU1174  HORZ ORDER  -  SECOND
 CU1174
 CU1174.The horizontal coordinates were established by classical geodetic methods
 CU1174.and adjusted by the National Geodetic Survey in February 1996..
 CU1174
 CU1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1174
 CU1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1174
 CU1174.The geoid height was determined by GEOID03.
 CU1174
 CU1174;                    North         East     Units Scale Factor Converg.
 CU1174;SPC TXNC     - 2,148,875.216   279,428.279   MT  0.99987384   -1 52 14.3
 CU1174;SPC TXNC     - 7,050,101.44    916,757.61   sFT  0.99987384   -1 52 14.3
 CU1174;UTM  14      - 3,650,888.562   226,137.988   MT  1.00052487   -1 35 42.3
 CU1174;UTM  13      - 3,651,262.571   786,978.496   MT  1.00061559   +1 40 17.6
 CU1174
 CU1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1174!SPC TXNC     -   0.99985526  x   0.99987384  =   0.99972912
 CU1174!UTM  14      -   0.99985526  x   1.00052487  =   1.00038006
 CU1174!UTM  13      -   0.99985526  x   1.00061559  =   1.00047076
 CU1174
 CU1174:                Primary Azimuth Mark                     Grid Az
 CU1174:SPC TXNC     -  WELLS ET                                 002 18 39.5
 CU1174:UTM  14      -  WELLS ET                                 002 02 07.5
 CU1174:UTM  13      -  WELLS ET                                 358 46 07.6
 CU1174
 CU1174|---------------------------------------------------------------------|
 CU1174| PID    Reference Object                     Distance      Geod. Az  |
 CU1174|                                                           dddmmss.s |
 CU1174| DP0646 WELLS ET                            APPROX. 4.7 KM 0002625.2 |
 CU1174| CH8939 LYNN ET RM 1                         12.252 METERS 16438     |
 CU1174| CH8940 LYNN ET RM 2                         12.277 METERS 27813     |
 CU1174|---------------------------------------------------------------------|
 CU1174
 CU1174                          SUPERSEDED SURVEY CONTROL
 CU1174
 CU1174  NAD 83(1986)-  32 57 43.29130(N)    101 55 47.50516(W) AD(       ) 2
 CU1174  NAD 27      -  32 57 42.94540(N)    101 55 45.93143(W) AD(       ) 2
 CU1174  NGVD 29 (07/19/86)  945.8    (m)         3103.     (f) VERT ANG       
 CU1174
 CU1174.Superseded values are not recommended for survey control.
 CU1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1174.See file dsdata.txt to determine how the superseded data were derived.
 CU1174
 CU1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2613850889(NAD 83)
 CU1174_MARKER: DD = SURVEY DISK
 CU1174_SETTING: 0 = UNSPECIFIED SETTING
 CU1174
 CU1174  HISTORY     - Date     Condition        Report By
 CU1174  HISTORY     - 1968     MONUMENTED       USGS
 CU1174
 CU1174                          STATION DESCRIPTION
 CU1174
 CU1174'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CU1174'THE STATION IS LOCATED SOUTH 89 DEG WEST ABOUT 5.6 MILES AIRLINE
 CU1174'FROM O DONNELL, TEXAS, ON THE NORTHEAST LIP OF A BLOW OUT
 CU1174'DEPRESSION.
 CU1174'
 CU1174'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM-TO-MARKET
 CU1174'ROAD 2053 AT THE NORTH EDGE OF O DONNELL, GO 6.4 MILES WEST ON
 CU1174'FARM-TO-MARKET ROAD 2053 TO TRACK SOUTH ON THE EAST SIDE OF BLOW
 CU1174'RIDGE, TURN LEFT AND GO 600 FEET SOUTH TO THE STATION SITE.  THE
 CU1174'STATION IS 5.5 FEET SOUTHWEST OF A USGS WITNESS SIGN MOUNTED ON A
 CU1174'METAL POST.
 CU1174'
 CU1174'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 CU1174'DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 CU1174'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 CU1174'IS FLUSH WITH THE GROUND AND IS STAMPED LYNN ET 1968.
 CU1174'
 CU1174'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CU1174'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 CU1174'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 CU1174'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED LYNN
 CU1174'ET 1968 - 1.
 CU1174'
 CU1174'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CU1174'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 CU1174'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 CU1174'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED LYNN
 CU1174'ET 1968 - 2.
 CU1174'
 CU1174'THE DISTANCE BETWEEN REFERENCE MARKS IS 67.30 FEET (20.514 METERS).
 CU1174'
 CU1174'STATION WELLS ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 CU1174'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0637 ***********************************************************************
 AO0637  DESIGNATION -  LYONS
 AO0637  PID         -  AO0637
 AO0637  STATE/COUNTY-  TX/ATASCOSA
 AO0637  USGS QUAD   -  SAN MIGUEL RANCH (1969)
 AO0637
 AO0637                         *CURRENT SURVEY CONTROL
 AO0637  ___________________________________________________________________
 AO0637* NAD 83(1993)-  28 44 22.43787(N)    098 39 31.60480(W)     ADJUSTED  
 AO0637* NAVD 88     -       130.01   (+/-2cm)     426.5    (feet)  VERTCON   
 AO0637  ___________________________________________________________________
 AO0637  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AO0637  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AO0637
 AO0637  HORZ ORDER  -  FIRST
 AO0637  VERT ORDER  -  THIRD ? (See Below)
 AO0637
 AO0637.The horizontal coordinates were established by classical geodetic methods
 AO0637.and adjusted by the National Geodetic Survey in February 1996..
 AO0637
 AO0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0637.The vertical order pertains to the NGVD 29 superseded value.
 AO0637
 AO0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0637
 AO0637.The geoid height was determined by GEOID03.
 AO0637
 AO0637;                    North         East     Units Scale Factor Converg.
 AO0637;SPC TXSC     - 4,100,485.012   633,328.369   MT  0.99991683   +0 10 01.8
 AO0637;SPC TXSC     -13,453,007.91  2,077,844.82   sFT  0.99991683   +0 10 01.8
 AO0637;UTM  14      - 3,179,180.031   533,317.963   MT  0.99961370   +0 09 50.7
 AO0637
 AO0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0637!SPC TXSC     -   0.99998356  x   0.99991683  =   0.99990039
 AO0637!UTM  14      -   0.99998356  x   0.99961370  =   0.99959727
 AO0637
 AO0637|---------------------------------------------------------------------|
 AO0637| PID    Reference Object                     Distance      Geod. Az  |
 AO0637|                                                           dddmmss.s |
 AO0637| CV5578 LYONS RM 1                           27.820 METERS 01241     |
 AO0637| CV5579 LYONS RM 2                           28.017 METERS 23321     |
 AO0637| AO0627 CHARLOTTE MUNICIPAL TANK            APPROX.14.1 KM 3421331.0 |
 AO0637| CV5577 LYONS AZ MK                                        3432406.7 |
 AO0637|---------------------------------------------------------------------|
 AO0637
 AO0637                          SUPERSEDED SURVEY CONTROL
 AO0637
 AO0637  NAD 83(1986)-  28 44 22.44251(N)    098 39 31.58205(W) AD(       ) 1
 AO0637  NAD 27      -  28 44 21.51000(N)    098 39 30.50200(W) AD(       ) 1
 AO0637  NGVD 29 (07/19/86)  129.96   (m)          426.4    (f) LEVELING    3  
 AO0637
 AO0637.Superseded values are not recommended for survey control.
 AO0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0637.See file dsdata.txt to determine how the superseded data were derived.
 AO0637
 AO0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS3331879180(NAD 83)
 AO0637_MARKER: DS = TRIANGULATION STATION DISK
 AO0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0637
 AO0637  HISTORY     - Date     Condition        Report By
 AO0637  HISTORY     - 1952     MONUMENTED       CGS
 AO0637
 AO0637                          STATION DESCRIPTION
 AO0637
 AO0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0637'THE STATION IS LOCATED ABOUT 10 MILES AIR LINE WEST-SOUTHWEST
 AO0637'OF CHRISTINE.  9 MILES SOUTH OF CHARLOTTE.  8 MILES
 AO0637'EAST-NORTHEAST OF HINDES.  7 MILES WEST OF STATE HIGHWAY 173.
 AO0637'50 YARDS EAST OF AN ABANDONED FARM HOUSE AND 36 YARDS SOUTHEAST
 AO0637'OF A CATTLE GUARD.
 AO0637'
 AO0637'TO REACH THE STATION FROM THE COURT HOUSE IN TILDEN, GO
 AO0637'NORTH ON STATE HIGHWAY 173 FOR 8.4 MILES TO A POINT WHERE
 AO0637'THE HIGHWAY TURNS RIGHT THROUGH A CATTLE GUARD.  TURN LEFT
 AO0637'ON THE DIRT ROAD AND GO WEST AND NORTHWEST FOR 1.0 MILE TO
 AO0637'A Y.  KEEP THE RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD
 AO0637'FOR 2.4 MILES TO TWO CATTLE GUARDS.  KEEP RIGHT AND PASS
 AO0637'THROUGH THE MORE NORTHERLY CATTLE GUARD AND FOLLOW THE MAIN
 AO0637'TRAVELED ROAD FOR 5.9 MILES TO A T-INTERSECTION.  TURN RIGHT,
 AO0637'NORTH AND GO 3.1 MILES TO A FORK.  KEEP THE RIGHT FORK AND
 AO0637'FOLLOW THE MAIN TRAVELED ROAD FOR 4.2 MILES TO A DIM TRACK
 AO0637'ROAD LEFT, EAST, AND A POWER LINE RUNNING EAST FROM THE
 AO0637'MAIN NORTH-SOUTH LINE.  CONTINUE STRAIGHT AHEAD ON THE MAIN
 AO0637'TRAVELED ROAD 0.35 MILE TO A T-ROAD EAST AND A CATTLE GUARD.
 AO0637'CONTINUE NORTH, THROUGH THE CATTLE GUARD, FOR 0.25 MILE TO
 AO0637'THE TOP OF A SLIGHT RISE, A HOUSE ON THE LEFT AND THE
 AO0637'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK,
 AO0637'CONTINUE NORTH ON THE MAIN TRAVELED ROAD FOR 0.5 MILE TO A
 AO0637'HOUSE BUILT OF CEMENT BLOCKS ON THE LEFT AND THE AZIMUTH
 AO0637'MARK 34 METERS NORTHEAST OF THE NORTHEAST CORNER OF THE
 AO0637'HOUSE.
 AO0637'
 AO0637'THE STATION MARK, STAMPED LYONS 1952, IS A BRONZE DISK SET
 AO0637'IN A SQUARE CONCRETE POST THAT IS 4 INCHES BELOW THE SURFACE
 AO0637'OF THE GROUND.  IT IS 50 YARDS EAST OF AN ABANDONED FARM
 AO0637'HOUSE.  36 YARDS SOUTHEAST OF A CATTLE GUARD.  68 FEET EAST OF
 AO0637'THE CENTER OF THE DIRT ROAD.  55.7 FEET NORTHWEST OF A PROTRUDING
 AO0637'WELL CASING AND WINDMILL.  55.0 FEET WEST OF A NORTH-SOUTH
 AO0637'FENCE LINE AND 6.2 FEET NORTH OF A WHITE WITNESS POST.
 AO0637'
 AO0637'REFERENCE MARK NO. 1, STAMPED LYONS NO 1 1952, IS A BRONZE
 AO0637'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.
 AO0637'IT IS 12 FEET SOUTH OF A FENCE CORNER AND 3 FEET WEST OF A
 AO0637'FENCE LINE.
 AO0637'
 AO0637'REFERENCE MARK NO. 2, STAMPED LYONS NO 2 1952, IS A BRONZE
 AO0637'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.
 AO0637'IT IS 6 YARDS WEST OF THE CENTER OF THE DIRT ROAD AND 1 FOOT
 AO0637'EAST OF A FENCE LINE.
 AO0637'
 AO0637'THE AZIMUTH MARK, STAMPED LYONS 1952, IS A BRONZE DISK SET
 AO0637'IN A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 7
 AO0637'YARDS WEST OF THE CENTER OF THE DIRT ROAD.  3 FEET SOUTH
 AO0637'OF THE WHITE WITNESS POST AND 2 FEET SOUTHEAST OF A FENCE
 AO0637'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1012 ***********************************************************************
 BM1012  DESIGNATION -  LYONS
 BM1012  PID         -  BM1012
 BM1012  STATE/COUNTY-  TX/BURLESON
 BM1012  USGS QUAD   -  LYONS (1989)
 BM1012
 BM1012                         *CURRENT SURVEY CONTROL
 BM1012  ___________________________________________________________________
 BM1012* NAD 83(1993)-  30 23 03.64600(N)    096 34 37.35302(W)     ADJUSTED  
 BM1012* NAVD 88     -       109.38   (+/-2cm)     358.9    (feet)  VERTCON   
 BM1012  ___________________________________________________________________
 BM1012  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 BM1012  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BM1012
 BM1012  HORZ ORDER  -  FIRST
 BM1012  VERT ORDER  -  THIRD ? (See Below)
 BM1012
 BM1012.The horizontal coordinates were established by classical geodetic methods
 BM1012.and adjusted by the National Geodetic Survey in February 1996..
 BM1012
 BM1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1012.The vertical order pertains to the NGVD 29 superseded value.
 BM1012
 BM1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1012
 BM1012.The geoid height was determined by GEOID03.
 BM1012
 BM1012;                    North         East     Units Scale Factor Converg.
 BM1012;SPC TX C     - 3,085,653.824 1,060,935.270   MT  0.99993932   +1 56 05.0
 BM1012;SPC TX C     -10,123,515.92  3,480,751.80   sFT  0.99993932   +1 56 05.0
 BM1012;UTM  14      - 3,363,866.115   732,817.021   MT  1.00026875   +1 13 33.9
 BM1012
 BM1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1012!SPC TX C     -   0.99998702  x   0.99993932  =   0.99992634
 BM1012!UTM  14      -   0.99998702  x   1.00026875  =   1.00025577
 BM1012
 BM1012|---------------------------------------------------------------------|
 BM1012| PID    Reference Object                     Distance      Geod. Az  |
 BM1012|                                                           dddmmss.s |
 BM1012| CV7924 LYONS RM 1                           19.718 METERS 03538     |
 BM1012| BM1013 LYONS E J KNESEK COT OIL CO TK      APPROX. 1.4 KM 0755002.2 |
 BM1012| BM1014 LYONS MUNICIPAL TANK                APPROX. 1.2 KM 0775357.6 |
 BM1012| BM1016 SOMERVILLE SANTA FE TIE SPIPE       APPROX. 4.8 KM 1254215.8 |
 BM1012| CV7926 LYONS RM 3                           23.618 METERS 12744     |
 BM1012| CV7925 LYONS RM 2                           15.640 METERS 13205     |
 BM1012| BM1017 SOMERVILLE MUNICIPAL TANK           APPROX. 6.5 KM 1322216.7 |
 BM1012| CV7923 LYONS AZ MK 2                                      2683358.7 |
 BM1012| CV7922 LYONS AZ MK                                        3194226.6 |
 BM1012| BM1057 CALDWELL MUNICIPAL TANK             APPROX.20.6 KM 3200856.7 |
 BM1012| BM1015 LYONS RM A 1967                      25.882 METERS 32244     |
 BM1012|---------------------------------------------------------------------|
 BM1012
 BM1012                          SUPERSEDED SURVEY CONTROL
 BM1012
 BM1012  NAD 83(1986)-  30 23 03.66272(N)    096 34 37.33586(W) AD(       ) 1
 BM1012  NAD 27      -  30 23 02.91000(N)    096 34 36.44500(W) AD(       ) 1
 BM1012  NGVD 29 (07/19/86)  109.34   (m)          358.7    (f) LEVELING    3  
 BM1012
 BM1012.Superseded values are not recommended for survey control.
 BM1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1012.See file dsdata.txt to determine how the superseded data were derived.
 BM1012
 BM1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3281763866(NAD 83)
 BM1012_MARKER: DD = SURVEY DISK
 BM1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1012_SP_SET: CONCRETE POST
 BM1012_STAMPING: LYONS 1935
 BM1012_MARK LOGO: CGS   
 BM1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM1012+STABILITY: POSITION/ELEVATION WELL
 BM1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1012+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1992
 BM1012
 BM1012  HISTORY     - Date     Condition        Report By
 BM1012  HISTORY     - 1935     MONUMENTED       CGS
 BM1012  HISTORY     - 1935     GOOD             CGS
 BM1012  HISTORY     - 1937     GOOD             TXHD
 BM1012  HISTORY     - 1949     GOOD             CGS
 BM1012  HISTORY     - 1957     GOOD             CGS
 BM1012  HISTORY     - 1968     GOOD             CGS
 BM1012  HISTORY     - 19921029 GOOD             NOS
 BM1012  HISTORY     - 19940820 GOOD             USPSQD
 BM1012
 BM1012                          STATION DESCRIPTION
 BM1012
 BM1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1012'THIS STATION IS ABOUT 1 MILE WSW OF LYONS, ABOUT 4 MILES NW
 BM1012'OF SOMERVILLE, AND 22 MILES SW OF BRYAN, ON LAND OWNED BY
 BM1012'A RURAL CEMETERY COMMUNITY.  OTTO SCHUBEN, GUS CHOPPIE AND
 BM1012'WILLIAM ULICH ARE THE TRUSTEES OF THE COMMUNITY.  IT IS 50
 BM1012'FEET NW OF N CORNER OF CEMETERY, 44 FEET SW OF CENTER LINE
 BM1012'OF THE ROAD, AND 150 YARDS S OF THE S CORNER OF THE MEETING
 BM1012'HOUSE OF THE SONS OF HORMAN, IN A WOODED LOT (OAK) ADJACENT
 BM1012'TO AND NW OF CEMETERY.  MARK PROJECTS 8 INCHES.
 BM1012'
 BM1012'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM1012'BRONZE DISKS SET IN CONCRETE.
 BM1012'
 BM1012'REFERENCE MARK NO. 1 IS NE OF STATION, 20 FEET NE OF CENTER
 BM1012'LINE OF ROAD IN RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 BM1012'6 INCHES.
 BM1012'
 BM1012'REFERENCE MARK NO. 2 IS SE OF STATION, 2 FEET NE OF N CORNER
 BM1012'POST OF FENCE AROUND CEMETERY, AND 44 FEET SW OF CENTER LINE
 BM1012'OF THE ROAD.  THE MARK PROJECTS 6 INCHES.
 BM1012'
 BM1012'AZIMUTH MARK IS NW OF STATION, ON THE N SIDE OF THE ROAD,
 BM1012'19 FEET NE OF THE CENTER LINE OF THE ROAD, AND 3 FEET SW OF
 BM1012'THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8 INCHES.
 BM1012'
 BM1012'TO REACH THE STATION FROM SOMERVILLE, GO N ON TEXAS ROUTE 36,
 BM1012'3.8 MILES FROM END OF PAVEMENT IN SOMERVILLE TO ROAD ON S SIDE
 BM1012'OF SCHOOL GROUNDS IN LYONS, THENCE LEFT 0.7 MILE TO T-ROAD,
 BM1012'THENCE LEFT 0.1 MILE TO STATION ON RIGHT.
 BM1012'
 BM1012'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 BM1012
 BM1012                          STATION RECOVERY (1935)
 BM1012
 BM1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BM1012'RECOVERED IN GOOD CONDITION.
 BM1012
 BM1012                          STATION RECOVERY (1937)
 BM1012
 BM1012'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1012'DESCRIPTION AS GIVEN SATISFACTORY.  STATION, REFERENCE AND
 BM1012'AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 BM1012
 BM1012                          STATION RECOVERY (1949)
 BM1012
 BM1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (NEW)
 BM1012'CONDITION GOOD.  DESCRIPTION GOOD.
 BM1012
 BM1012                          STATION RECOVERY (1957)
 BM1012
 BM1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WHS)
 BM1012'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BM1012'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BM1012
 BM1012                          STATION RECOVERY (1968)
 BM1012
 BM1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BM1012'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2, NO. 3, AZIMUTH
 BM1012'MARK AND TRAVERSE STATION LYONS R.M. A WERE RECOVERED AND
 BM1012'FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS SET
 BM1012'AT REQUEST OF THE HIGHWAY DEPARTMENT TO CLEAR THE AREA FOR
 BM1012'ROAD IMPROVEMENTS.  THE NEW AZIMUTH MARK WAS SET ON THE SAME
 BM1012'AZIMUTH AS THE OLD AZIMUTH MARK AWAY FROM THE STATION.
 BM1012'
 BM1012'THE 1967 RECOVERY NOTE DESCRIPTION OF STATION MARK, REFERENCE
 BM1012'MARKS AND ROUTE TO REACH STATION WERE FOUND TO BE ADEQUATE
 BM1012'FOR RECOVERY.  A DESCRIPTION AND ROUTE PROCEEDING TO NEW
 BM1012'AZIMUTH MARK ARE AS FOLLOWS--THE AZIMUTH MARK IS ABOUT 0.15
 BM1012'MILE WEST OF THE STATION ALONG THE NORTH RIGHT-OF-WAY OF
 BM1012'F.M. HIGHWAY 60, 50 FEET NORTH OF CENTER LINE OF ROAD, 1 FOOT
 BM1012'SOUTH OF FENCE LINE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 BM1012'POST.  A STANDARD DISK, STAMPED LYONS 1935 AZ 3 1968, IS SET
 BM1012'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES
 BM1012'ABOVE SURFACE OF GROUND.
 BM1012'
 BM1012'TO REACH AZIMUTH MARK FROM THE POST OFFICE IN LYONS, GO NORTH
 BM1012'ON STATE HIGHWAY 36 FOR 0.2 MILE TO SIDE ROAD ON LEFT, TURN
 BM1012'LEFT, WESTERLY, GO 0.8 MILE TO A CROSSROAD.  THENCE CONTINUE
 BM1012'STRAIGHT AHEAD 0.1 MILE TO AZIMUTH MARK ON THE RIGHT.
 BM1012'
 BM1012'NOTE--THE OLD AZIMUTH MARK WAS DESTROYED AFTER THE NEW AZIMUTH
 BM1012'MARK WAS ESTABLISHED ON 3/14/68
 BM1012'
 BM1012'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 BM1012'WEST OF LYONS
 BM1012
 BM1012                          STATION RECOVERY (1992)
 BM1012
 BM1012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BM1012'RECOVERED IN GOOD CONDITION.
 BM1012
 BM1012                          STATION RECOVERY (1994)
 BM1012
 BM1012'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1013 ***********************************************************************
 BM1013  DESIGNATION -  LYONS E J KNESEK COT OIL CO TK
 BM1013  PID         -  BM1013
 BM1013  STATE/COUNTY-  TX/BURLESON
 BM1013  USGS QUAD   -  LYONS (1989)
 BM1013
 BM1013                         *CURRENT SURVEY CONTROL
 BM1013  ___________________________________________________________________
 BM1013* NAD 83(1993)-  30 23 14.85784(N)    096 33 46.10392(W)     ADJUSTED  
 BM1013* NAVD 88     -                                                        
 BM1013  ___________________________________________________________________
 BM1013  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BM1013  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BM1013
 BM1013  HORZ ORDER  -  THIRD
 BM1013
 BM1013.The horizontal coordinates were established by classical geodetic methods
 BM1013.and adjusted by the National Geodetic Survey in February 1996..
 BM1013
 BM1013
 BM1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1013
 BM1013.The geoid height was determined by GEOID03.
 BM1013
 BM1013;                    North         East     Units Scale Factor Converg.
 BM1013;SPC TX C     - 3,086,045.142 1,062,290.946   MT  0.99993874   +1 56 31.4
 BM1013;SPC TX C     -10,124,799.77  3,485,199.55   sFT  0.99993874   +1 56 31.4
 BM1013;UTM  14      - 3,364,240.760   734,177.887   MT  1.00027659   +1 14 00.3
 BM1013
 BM1013                          SUPERSEDED SURVEY CONTROL
 BM1013
 BM1013  NAD 83(1986)-  30 23 14.87448(N)    096 33 46.08639(W) AD(       ) 4
 BM1013  NAD 27      -  30 23 14.12300(N)    096 33 45.19600(W) AD(       ) 3
 BM1013
 BM1013.Superseded values are not recommended for survey control.
 BM1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1013.See file dsdata.txt to determine how the superseded data were derived.
 BM1013
 BM1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3417864241(NAD 83)
 BM1013_MARKER: 53 = ELEVATED TANK
 BM1013
 BM1013  HISTORY     - Date     Condition        Report By
 BM1013  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM1013  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1013
 BM1013                          STATION DESCRIPTION
 BM1013
 BM1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1013'THIS INTERSECTION IS THE CENTER OF TANK OF THE E.J. KNESEK
 BM1013'COTTON OIL AND MANUFACTURING COMPANY, AT LYONS, TEXAS.  THE
 BM1013'TANK IS WOODEN, PAINTED WHITE, WITH A FLAT TOP, AND IS SUPPORTED
 BM1013'BY 4 STEEL LEGS, SURMOUNTED BY A WOODEN PLATFORM.  THE TANK IS
 BM1013'APPROXIMATELY 75 FEET HIGH, RATHER PROMINENT, AND WAS ERECTED IN
 BM1013'1934.
 BM1013'
 BM1013'THE TANK IS LOCATED IN THE E SECTION OF LYONS, ON THE E SIDE
 BM1013'OF THE PLANT, WHICH FACES W ON THE SANTA FE RAILROAD.
 BM1013
 BM1013                          STATION RECOVERY (1994)
 BM1013
 BM1013'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1014 ***********************************************************************
 BM1014  DESIGNATION -  LYONS MUNICIPAL TANK
 BM1014  PID         -  BM1014
 BM1014  STATE/COUNTY-  TX/BURLESON
 BM1014  USGS QUAD   -  LYONS (1989)
 BM1014
 BM1014                         *CURRENT SURVEY CONTROL
 BM1014  ___________________________________________________________________
 BM1014* NAD 83(1993)-  30 23 12.07904(N)    096 33 51.97062(W)     ADJUSTED  
 BM1014* NAVD 88     -                                                        
 BM1014  ___________________________________________________________________
 BM1014  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BM1014  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BM1014
 BM1014  HORZ ORDER  -  THIRD
 BM1014
 BM1014.The horizontal coordinates were established by classical geodetic methods
 BM1014.and adjusted by the National Geodetic Survey in February 1996..
 BM1014
 BM1014
 BM1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1014
 BM1014.The geoid height was determined by GEOID03.
 BM1014
 BM1014;                    North         East     Units Scale Factor Converg.
 BM1014;SPC TX C     - 3,085,954.319 1,062,137.321   MT  0.99993888   +1 56 28.3
 BM1014;SPC TX C     -10,124,501.79  3,484,695.53   sFT  0.99993888   +1 56 28.3
 BM1014;UTM  14      - 3,364,151.815   734,023.098   MT  1.00027569   +1 13 57.2
 BM1014
 BM1014                          SUPERSEDED SURVEY CONTROL
 BM1014
 BM1014  NAD 83(1986)-  30 23 12.09548(N)    096 33 51.95349(W) AD(       ) 4
 BM1014  NAD 27      -  30 23 11.34316(N)    096 33 51.06315(W) AD(       ) 3
 BM1014
 BM1014.Superseded values are not recommended for survey control.
 BM1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1014.See file dsdata.txt to determine how the superseded data were derived.
 BM1014
 BM1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3402364152(NAD 83)
 BM1014_MARKER: 53 = ELEVATED TANK
 BM1014
 BM1014  HISTORY     - Date     Condition        Report By
 BM1014  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM1014  HISTORY     - 19940820 GOOD             USPSQD
 BM1014
 BM1014                          STATION DESCRIPTION
 BM1014
 BM1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM1014'THE FINIAL AT THE TOP CENTER OF THE LYONS MUNICIPAL WATER TANK,
 BM1014'LOCATED NEAR THE NORTHEAST EDGE OF THE VILLAGE OF LYONS AND ON
 BM1014'THE WEST-SOUTHWEST SIDE OF STATE HIGHWAY 36.  THE TANK IS
 BM1014'SPHERICAL SHAPED, PAINTED SILVER, SUPPORTED BY A THREE-LEGGED
 BM1014'STEEL STRUCTURE AND IS ABOUT 125 FEET HIGH.
 BM1014
 BM1014                          STATION RECOVERY (1994)
 BM1014
 BM1014'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1015 ***********************************************************************
 BM1015  DESIGNATION -  LYONS RM A 1967
 BM1015  PID         -  BM1015
 BM1015  STATE/COUNTY-  TX/BURLESON
 BM1015  USGS QUAD   -  LYONS (1989)
 BM1015
 BM1015                         *CURRENT SURVEY CONTROL
 BM1015  ___________________________________________________________________
 BM1015* NAD 83(1993)-  30 23 04.31486(N)    096 34 37.94008(W)     ADJUSTED  
 BM1015* NAVD 88     -       108.7    (meters)     357.     (feet)  VERTCON   
 BM1015  ___________________________________________________________________
 BM1015  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 BM1015  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BM1015
 BM1015  HORZ ORDER  -  FIRST
 BM1015
 BM1015.The horizontal coordinates were established by classical geodetic methods
 BM1015.and adjusted by the National Geodetic Survey in February 1996..
 BM1015
 BM1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1015
 BM1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1015
 BM1015.The geoid height was determined by GEOID03.
 BM1015
 BM1015;                    North         East     Units Scale Factor Converg.
 BM1015;SPC TX C     - 3,085,673.879 1,060,918.912   MT  0.99993928   +1 56 04.7
 BM1015;SPC TX C     -10,123,581.72  3,480,698.13   sFT  0.99993928   +1 56 04.7
 BM1015;UTM  14      - 3,363,886.377   732,800.907   MT  1.00026865   +1 13 33.6
 BM1015
 BM1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1015!SPC TX C     -   0.99998712  x   0.99993928  =   0.99992640
 BM1015!UTM  14      -   0.99998712  x   1.00026865  =   1.00025577
 BM1015
 BM1015:                Primary Azimuth Mark                     Grid Az
 BM1015:SPC TX C     -  MERLE                                    066 22 25.7
 BM1015:UTM  14      -  MERLE                                    067 04 56.8
 BM1015
 BM1015|---------------------------------------------------------------------|
 BM1015| PID    Reference Object                     Distance      Geod. Az  |
 BM1015|                                                           dddmmss.s |
 BM1015| BM1010 MERLE                               APPROX.13.0 KM 0681830.4 |
 BM1015| BM1014 LYONS MUNICIPAL TANK                APPROX. 1.3 KM 0785821.9 |
 BM1015| BM1012 LYONS                                25.882 METERS 14244     |
 BM1015| BM1057 CALDWELL MUNICIPAL TANK             APPROX.20.6 KM 3200844.7 |
 BM1015|---------------------------------------------------------------------|
 BM1015
 BM1015                          SUPERSEDED SURVEY CONTROL
 BM1015
 BM1015  NAD 83(1986)-  30 23 04.33139(N)    096 34 37.92273(W) AD(       ) 1
 BM1015  NAD 27      -  30 23 03.57887(N)    096 34 37.03200(W) AD(       ) 1
 BM1015  NGVD 29 (07/19/86)  108.7    (m)          357.     (f) VERT ANG       
 BM1015
 BM1015.Superseded values are not recommended for survey control.
 BM1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1015.See file dsdata.txt to determine how the superseded data were derived.
 BM1015
 BM1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3280163886(NAD 83)
 BM1015_MARKER: DS = TRIANGULATION STATION DISK
 BM1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1015+STABILITY: SURFACE MOTION
 BM1015
 BM1015  HISTORY     - Date     Condition        Report By
 BM1015  HISTORY     - 1967     MONUMENTED       CGS
 BM1015  HISTORY     - 19940820 GOOD             USPSQD
 BM1015
 BM1015                          STATION DESCRIPTION
 BM1015
 BM1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM1015'THE STATION IS LOCATED ABOUT 22 MILES SOUTHWEST OF BRYAN, 4 MILES
 BM1015'NORTHWEST OF SOMERVILLE, 1 MILE WEST-SOUTHWEST OF LYONS ON LAND
 BM1015'OWNED BY THE EVANGELICAL AND REFORMED CHURCH.
 BM1015'
 BM1015'THE STATION IS A STANDARD DISK STAMPED LYONS RM A 1967, SET IN
 BM1015'TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER PROJECTING 4
 BM1015'INCHES FROM THE GROUND SURFACE.  IT IS 32 FEET SOUTH-SOUTHWEST
 BM1015'OF THE CENTER OF THE DIRT ROAD, 27 FEET SOUTH-SOUTHEAST OF A
 BM1015'20-INCH OAK TREE AND 10 FEET SOUTH-SOUTHWEST OF A FENCE AND METAL
 BM1015'WITNESS POST.
 BM1015'
 BM1015'A TRAVERSE CONNECTION WAS MADE TO STATION LYONS 1935.
 BM1015'
 BM1015'FOR A ROUTE TO REACH THE STATION, SEE THE DESCRIPTION FOR
 BM1015'LYONS 1935.
 BM1015
 BM1015                          STATION RECOVERY (1994)
 BM1015
 BM1015'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2332 ***********************************************************************
 AH2332  DESIGNATION -  LYONS T P SEC
 AH2332  PID         -  AH2332
 AH2332  STATE/COUNTY-  TX/DEAF SMITH
 AH2332  USGS QUAD   -  SIMMS (1966)
 AH2332
 AH2332                         *CURRENT SURVEY CONTROL
 AH2332  ___________________________________________________________________
 AH2332* NAD 83(1993)-  35 05 41.52866(N)    102 37 54.59474(W)     ADJUSTED  
 AH2332* NAVD 88     -      1269.9    (meters)    4166.     (feet)  VERTCON   
 AH2332  ___________________________________________________________________
 AH2332  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AH2332  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AH2332
 AH2332  HORZ ORDER  -  THIRD
 AH2332
 AH2332.The horizontal coordinates were established by classical geodetic methods
 AH2332.and adjusted by the National Geodetic Survey in July 1998..
 AH2332
 AH2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2332
 AH2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2332
 AH2332.The geoid height was determined by GEOID03.
 AH2332
 AH2332;                    North         East     Units Scale Factor Converg.
 AH2332;SPC TX N     - 1,122,051.971    96,806.355   MT  0.99992668   -0 39 21.4
 AH2332;SPC TX N     - 3,681,265.51    317,605.52   sFT  0.99992668   -0 39 21.4
 AH2332;UTM  13      - 3,886,129.525   715,870.553   MT  1.00017435   +1 21 43.4
 AH2332
 AH2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2332!SPC TX N     -   0.99980457  x   0.99992668  =   0.99973126
 AH2332!UTM  13      -   0.99980457  x   1.00017435  =   0.99997888
 AH2332
 AH2332                          SUPERSEDED SURVEY CONTROL
 AH2332
 AH2332  NGVD 29 (07/28/98) 1269.3    (m)         4164.     (f) VERT ANG       
 AH2332
 AH2332.Superseded values are not recommended for survey control.
 AH2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2332.See file dsdata.txt to determine how the superseded data were derived.
 AH2332
 AH2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU1587186130(NAD 83)
 AH2332_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH2332
 AH2332  HISTORY     - Date     Condition        Report By
 AH2332  HISTORY     - 1966     MONUMENTED       USGS
 AH2332
 AH2332                          STATION DESCRIPTION
 AH2332
 AH2332'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2332'STATION LOCATED 5 MI. N. OF SIMMS, TEXAS, THENCE 1.5 MI. E., ABOUT 400
 AH2332'FT. E. OF MR. GRAYS FARMHOUSE, 150 FT. E. OF COUNTY RD., 25 FT. S. OF
 AH2332'FIELD RD., ON SMALL LEVEE, BETWEEN TWO DISCARDED CATTLEGUARDS.
 AH2332'STATION MARK--COPPERWELD ROD, PROJECTING 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9959 ***********************************************************************
 AG9959  DESIGNATION -  LYTTON
 AG9959  PID         -  AG9959
 AG9959  STATE/COUNTY-  TX/TRAVIS
 AG9959  USGS QUAD   -  LYTTON SPRINGS (1994)
 AG9959
 AG9959                         *CURRENT SURVEY CONTROL
 AG9959  ___________________________________________________________________
 AG9959* NAD 83(1993)-  30 00 38.33757(N)    097 37 26.61997(W)     ADJUSTED  
 AG9959* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 AG9959  ___________________________________________________________________
 AG9959  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AG9959  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AG9959
 AG9959  HORZ ORDER  -  THIRD
 AG9959
 AG9959.The horizontal coordinates were established by classical geodetic methods
 AG9959.and adjusted by the National Geodetic Survey in July 1998..
 AG9959
 AG9959.The orthometric height was scaled from a topographic map.
 AG9959
 AG9959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9959
 AG9959.The geoid height was determined by GEOID03.
 AG9959
 AG9959;                    North         East     Units Scale Factor Converg.
 AG9959;SPC TX C     - 3,041,316.593   961,361.683   MT  1.00002999   +1 23 43.6
 AG9959;SPC TX C     - 9,978,052.86  3,154,067.45   sFT  1.00002999   +1 23 43.6
 AG9959;UTM  14      - 3,320,762.415   632,698.372   MT  0.99981725   +0 41 17.8
 AG9959
 AG9959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9959!SPC TX C     -   0.99997362  x   1.00002999  =   1.00000361
 AG9959!UTM  14      -   0.99997362  x   0.99981725  =   0.99979088
 AG9959
 AG9959                          SUPERSEDED SURVEY CONTROL
 AG9959
 AG9959.No superseded survey control is available for this station.
 AG9959
 AG9959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3269820762(NAD 83)
 AG9959_MARKER: DS = TRIANGULATION STATION DISK
 AG9959
 AG9959  HISTORY     - Date     Condition        Report By
 AG9959  HISTORY     - 1954     MONUMENTED       USGS
 AG9959
 AG9959                          STATION DESCRIPTION
 AG9959
 AG9959'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9959'STATION LOCATED ABOUT 1 MI. NW. OF LYTTON SPRINGS, IN A PASTURE
 AG9959'COVERED BY A SPARSE GROWTH OF MESQUITE, OWNED BY MRS. DOUGLASS.
 AG9959'TO REACH FROM LYTTON SPRINGS POST OFFICE, GO NW. ON FARM ROAD 672 0.1
 AG9959'MI. TO CROSSROADS, CONTINUE NORTHWESTERLY ON GRAVEL RD. 0.9 MI. TO A
 AG9959'PRIVATE RD. ON THE LEFT.  THE AZIMUTH MARK IS LOCATED HERE, ON THE S.
 AG9959'SIDE OF GRAVEL RD. AT FENCE LINE, 110 FT. SE. OF THE PRIVATE RD. TO
 AG9959'REACH STATION CONTINUE ON PRIVATE RD. 0.15 MI., STATION IS 83 FT. SE.
 AG9959'OF THE RD. AND 136 FT. SW. OF A NW-SE. FENCE.
 AG9959'STATION MARK--STANDARD TABLET STAMPED---LYTTON 1954---, SET IN
 AG9959'CONCRETE POST.
 AG9959'AZIMUTH MARK--STANDARD TABLET STAMPED---LYTTON AZIMUTH MK. 1954---,
 AG9959'SET IN CONCRETE POST, 709.64 FT. FROM STATION IN TRUE DIRECTION 228
 AG9959'DEGREES 01 MINUTES 07 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0780 ***********************************************************************
 DN0780  DESIGNATION -  M
 DN0780  PID         -  DN0780
 DN0780  STATE/COUNTY-  TX/WISE
 DN0780  USGS QUAD   -  DECATUR (1972)
 DN0780
 DN0780                         *CURRENT SURVEY CONTROL
 DN0780  ___________________________________________________________________
 DN0780* NAD 83(1986)-  33 09 58.     (N)    097 31 49.     (W)     SCALED    
 DN0780* NAVD 88     -       282.723  (meters)     927.57   (feet)  ADJUSTED  
 DN0780  ___________________________________________________________________
 DN0780  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DN0780  DYNAMIC HT  -         282.393 (meters)     926.48  (feet)  COMP
 DN0780  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 DN0780
 DN0780  VERT ORDER  -  FIRST     CLASS II
 DN0780
 DN0780.The horizontal coordinates were scaled from a topographic map and have
 DN0780.an estimated accuracy of +/- 6 seconds.
 DN0780
 DN0780.The orthometric height was determined by differential leveling
 DN0780.and adjusted by the National Geodetic Survey in June 1991..
 DN0780.WARNING-Repeat measurements at this control monument indicate possible
 DN0780.vertical movement.
 DN0780
 DN0780.The geoid height was determined by GEOID03.
 DN0780
 DN0780.The dynamic height is computed by dividing the NAVD 88
 DN0780.geopotential number by the normal gravity value computed on the
 DN0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0780.degrees latitude (g = 980.6199 gals.).
 DN0780
 DN0780.The modeled gravity was interpolated from observed gravity values.
 DN0780
 DN0780;                    North         East    Units  Estimated Accuracy
 DN0780;SPC TXNC     - 2,166,690.      690,440.      MT  (+/- 180 meters Scaled)
 DN0780
 DN0780                          SUPERSEDED SURVEY CONTROL
 DN0780
 DN0780  NGVD 29 (??/??/92)  282.652  (m)          927.33   (f) ADJ UNCH    1 2
 DN0780
 DN0780.Superseded values are not recommended for survey control.
 DN0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0780.See file dsdata.txt to determine how the superseded data were derived.
 DN0780
 DN0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB370706(NAD 83)
 DN0780_MARKER: Z = SEE DESCRIPTION
 DN0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0780+STABILITY: SURFACE MOTION
 DN0780
 DN0780  HISTORY     - Date     Condition        Report By
 DN0780  HISTORY     - UNK      MONUMENTED       CGS
 DN0780  HISTORY     - 1952     GOOD             NGS
 DN0780  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0780  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0780
 DN0780                          STATION DESCRIPTION
 DN0780
 DN0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0780'5.55 MI SE FROM DECATUR.
 DN0780'5.55 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD
 DN0780'FROM THE STATION AT DECATUR, 0.2 MILE SOUTH OF THE STATION SIGN AT
 DN0780'HERMAN, 66 FEET NORTHEAST OF THE NORTHEAST RAIL, 15.4 FEET SOUTHWEST
 DN0780'OF A FENCE, 2.3 FEET NORTHWEST OF A WITNESS POST, THE BOTTOM OF A
 DN0780'SQUARE HOLE IN THE TOP OF A CONCRETE POST WHICH HAS THE LETTERS USBM
 DN0780'CUT IN IT.
 DN0780
 DN0780                          STATION RECOVERY (1984)
 DN0780
 DN0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0780'THERE HAS BEEN GRADING AT THIS LOCATION.
 DN0780
 DN0780                          STATION RECOVERY (1997)
 DN0780
 DN0780'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1543 ***********************************************************************
 AY1543  DESIGNATION -  M 1 TXHD
 AY1543  PID         -  AY1543
 AY1543  STATE/COUNTY-  TX/BEXAR
 AY1543  USGS QUAD   -  SCHERTZ (1992)
 AY1543
 AY1543                         *CURRENT SURVEY CONTROL
 AY1543  ___________________________________________________________________
 AY1543* NAD 83(1986)-  29 34 04.     (N)    098 20 00.     (W)     SCALED    
 AY1543* NAVD 88     -       282.383  (meters)     926.45   (feet)  ADJUSTED  
 AY1543  ___________________________________________________________________
 AY1543  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY1543  DYNAMIC HT  -         281.971 (meters)     925.10  (feet)  COMP
 AY1543  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AY1543
 AY1543  VERT ORDER  -  FIRST     CLASS II
 AY1543
 AY1543.The horizontal coordinates were scaled from a topographic map and have
 AY1543.an estimated accuracy of +/- 6 seconds.
 AY1543
 AY1543.The orthometric height was determined by differential leveling
 AY1543.and adjusted by the National Geodetic Survey in June 1991..
 AY1543
 AY1543.The geoid height was determined by GEOID03.
 AY1543
 AY1543.The dynamic height is computed by dividing the NAVD 88
 AY1543.geopotential number by the normal gravity value computed on the
 AY1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1543.degrees latitude (g = 980.6199 gals.).
 AY1543
 AY1543.The modeled gravity was interpolated from observed gravity values.
 AY1543
 AY1543;                    North         East    Units  Estimated Accuracy
 AY1543;SPC TXSC     - 4,192,410.      664,590.      MT  (+/- 180 meters Scaled)
 AY1543
 AY1543                          SUPERSEDED SURVEY CONTROL
 AY1543
 AY1543.No superseded survey control is available for this station.
 AY1543
 AY1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT645710(NAD 83)
 AY1543_MARKER: DB = BENCH MARK DISK
 AY1543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1543_SP_SET: ABUTMENT
 AY1543_STAMPING: M 1 92609
 AY1543_MARK LOGO: TXHD  
 AY1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1543
 AY1543  HISTORY     - Date     Condition        Report By
 AY1543  HISTORY     - UNK      MONUMENTED       TXHD
 AY1543  HISTORY     - 1980     GOOD             NGS
 AY1543  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1543  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AY1543
 AY1543                          STATION DESCRIPTION
 AY1543
 AY1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1543'3.9 KM (2.4 MI) SW FROM SELMA.
 AY1543'3.9 KM (2.4 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1543'35 FROM THE SOUTHWEST END OF THE BRIDGE OVER CIBOLO CREEK IN SELMA, AT
 AY1543'THE JUNCTION OF LOOP 1604, IN TOP OF THE SOUTHEAST END OF THE EAST
 AY1543'CONCRETE ABUTMENT OF THE LOOP 1604 OVERPASS OVER INTERSTATE 35,
 AY1543'5.0 METERS (16.5 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AY1543'THE MARK IS 1.1 M BELOW THE ROAD.
 AY1543
 AY1543                          STATION RECOVERY (1989)
 AY1543
 AY1543'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1543'MARK NOT FOUND.
 AY1543
 AY1543                          STATION RECOVERY (1999)
 AY1543
 AY1543'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0175 ***********************************************************************
 AB0175  DESIGNATION -  M 10
 AB0175  PID         -  AB0175
 AB0175  STATE/COUNTY-  TX/CAMERON
 AB0175  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0175
 AB0175                         *CURRENT SURVEY CONTROL
 AB0175  ___________________________________________________________________
 AB0175* NAD 83(1986)-  25 57 29.     (N)    097 34 16.     (W)     SCALED    
 AB0175* NAVD 88     -        12.794  (meters)      41.98   (feet)  ADJUSTED  
 AB0175  ___________________________________________________________________
 AB0175  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 AB0175  DYNAMIC HT  -          12.773 (meters)      41.91  (feet)  COMP
 AB0175  MODELED GRAV-     979,024.0   (mgal)                       NAVD 88
 AB0175
 AB0175  VERT ORDER  -  SECOND    CLASS 0
 AB0175
 AB0175.The horizontal coordinates were scaled from a topographic map and have
 AB0175.an estimated accuracy of +/- 6 seconds.
 AB0175
 AB0175.The orthometric height was determined by differential leveling
 AB0175.and adjusted by the National Geodetic Survey in June 1991..
 AB0175
 AB0175.The geoid height was determined by GEOID03.
 AB0175
 AB0175.The dynamic height is computed by dividing the NAVD 88
 AB0175.geopotential number by the normal gravity value computed on the
 AB0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0175.degrees latitude (g = 980.6199 gals.).
 AB0175
 AB0175.The modeled gravity was interpolated from observed gravity values.
 AB0175
 AB0175;                    North         East    Units  Estimated Accuracy
 AB0175;SPC TX S     - 5,032,630.      393,040.      MT  (+/- 180 meters Scaled)
 AB0175
 AB0175                          SUPERSEDED SURVEY CONTROL
 AB0175
 AB0175  NGVD 29 (??/??/92)   12.881  (m)           42.26   (f) ADJ UNCH    2 0
 AB0175
 AB0175.Superseded values are not recommended for survey control.
 AB0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0175.See file dsdata.txt to determine how the superseded data were derived.
 AB0175
 AB0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP430718(NAD 83)
 AB0175_MARKER: DD = SURVEY DISK
 AB0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0175_SP_SET: CULVERT
 AB0175_STAMPING: M 10 41.94
 AB0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0175
 AB0175  HISTORY     - Date     Condition        Report By
 AB0175  HISTORY     - UNK      MONUMENTED
 AB0175  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0175
 AB0175                          STATION DESCRIPTION
 AB0175
 AB0175'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0175'5.6 MI NW FROM BROWNSVILLE.
 AB0175'5.6 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0175'AT BROWNSVILLE, CAMERON COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING
 AB0175'NORTH, 55 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 29 FEET SOUTH
 AB0175'OF THE CENTERLINE OF THE HIGHWAY, AT A 2- BY 3-FOOT CONCRETE-BOX
 AB0175'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH
 AB0175'HEADWALL, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY
 AB0175'STANDARD DISK, STAMPED M 10 41.94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0129 ***********************************************************************
 CU0129  DESIGNATION -  M 10
 CU0129  PID         -  CU0129
 CU0129  STATE/COUNTY-  TX/FISHER
 CU0129  USGS QUAD   -  ROTAN (1981)
 CU0129
 CU0129                         *CURRENT SURVEY CONTROL
 CU0129  ___________________________________________________________________
 CU0129* NAD 83(1986)-  32 51 04.     (N)    100 28 01.     (W)     SCALED    
 CU0129* NAVD 88     -       593.148  (meters)    1946.02   (feet)  ADJUSTED  
 CU0129  ___________________________________________________________________
 CU0129  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CU0129  DYNAMIC HT  -         592.375 (meters)    1943.48  (feet)  COMP
 CU0129  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 CU0129
 CU0129  VERT ORDER  -  SECOND    CLASS 0
 CU0129
 CU0129.The horizontal coordinates were scaled from a topographic map and have
 CU0129.an estimated accuracy of +/- 6 seconds.
 CU0129
 CU0129.The orthometric height was determined by differential leveling
 CU0129.and adjusted by the National Geodetic Survey in June 1991..
 CU0129
 CU0129.The geoid height was determined by GEOID03.
 CU0129
 CU0129.The dynamic height is computed by dividing the NAVD 88
 CU0129.geopotential number by the normal gravity value computed on the
 CU0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0129.degrees latitude (g = 980.6199 gals.).
 CU0129
 CU0129.The modeled gravity was interpolated from observed gravity values.
 CU0129
 CU0129;                    North         East    Units  Estimated Accuracy
 CU0129;SPC TXNC     - 2,133,070.      415,910.      MT  (+/- 180 meters Scaled)
 CU0129
 CU0129                          SUPERSEDED SURVEY CONTROL
 CU0129
 CU0129  NGVD 29 (??/??/92)  592.901  (m)         1945.21   (f) ADJ UNCH    2 0
 CU0129
 CU0129.Superseded values are not recommended for survey control.
 CU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0129.See file dsdata.txt to determine how the superseded data were derived.
 CU0129
 CU0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB627357(NAD 83)
 CU0129_MARKER: DD = SURVEY DISK
 CU0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0129_SP_SET: STEPS
 CU0129_STAMPING: M 10 1924
 CU0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0129
 CU0129  HISTORY     - Date     Condition        Report By
 CU0129  HISTORY     - 1924     MONUMENTED       USGS
 CU0129  HISTORY     - 1961     GOOD             NGS
 CU0129
 CU0129                          STATION DESCRIPTION
 CU0129
 CU0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0129'IN ROTAN.
 CU0129'ABOUT 0.2 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0129'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, AT THE NORTHEAST ENTRANCE TO
 CU0129'THE R.L. YOUNG INSURANCE BUILDING WHICH WAS FORMERLY THE POST OFFICE,
 CU0129'176 FEET SOUTHEAST OF THE CENTER LINE OF SNYDER AVENUE, 42 FEET
 CU0129'SOUTHWEST OF THE CENTER LINE OF GARFIELD AVENUE, SET VERTICALLY IN THE
 CU0129'SOUTHEAST FACE OF A STONE TIER BETWEEN BRICKS ON THE SOUTHEAST SIDE OF
 CU0129'THE NORTHEAST ENTRANCE TO THE INSURANCE BUILDING, 9 FEET NORTHWEST OF
 CU0129'THE EAST CORNER OF THE BUILDING, 123 FEET SOUTHEAST OF THE NORTH
 CU0129'CORNER OF THE FIRST NATIONAL BANK, 5 FEET SOUTHEAST OF THE CENTER OF
 CU0129'THE CONCRETE STEPS AT THE NORTHEAST ENTRANCE TO THE INSURANCE
 CU0129'BUILDING, AND ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2274 ***********************************************************************
 CS2274  DESIGNATION -  M 10
 CS2274  PID         -  CS2274
 CS2274  STATE/COUNTY-  TX/PARKER
 CS2274  USGS QUAD   -  ANNETA (1979)
 CS2274
 CS2274                         *CURRENT SURVEY CONTROL
 CS2274  ___________________________________________________________________
 CS2274* NAD 83(1986)-  32 41 56.     (N)    097 38 49.     (W)     SCALED    
 CS2274* NAVD 88     -       249.452  (meters)     818.41   (feet)  ADJUSTED  
 CS2274  ___________________________________________________________________
 CS2274  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CS2274  DYNAMIC HT  -         249.151 (meters)     817.42  (feet)  COMP
 CS2274  MODELED GRAV-     979,424.4   (mgal)                       NAVD 88
 CS2274
 CS2274  VERT ORDER  -  FIRST     CLASS II
 CS2274
 CS2274.The horizontal coordinates were scaled from a topographic map and have
 CS2274.an estimated accuracy of +/- 6 seconds.
 CS2274
 CS2274.The orthometric height was determined by differential leveling
 CS2274.and adjusted by the National Geodetic Survey in June 1991..
 CS2274
 CS2274.The geoid height was determined by GEOID03.
 CS2274
 CS2274.The dynamic height is computed by dividing the NAVD 88
 CS2274.geopotential number by the normal gravity value computed on the
 CS2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2274.degrees latitude (g = 980.6199 gals.).
 CS2274
 CS2274.The modeled gravity was interpolated from observed gravity values.
 CS2274
 CS2274;                    North         East    Units  Estimated Accuracy
 CS2274;SPC TXNC     - 2,114,790.      679,980.      MT  (+/- 180 meters Scaled)
 CS2274
 CS2274                          SUPERSEDED SURVEY CONTROL
 CS2274
 CS2274  NGVD 29 (??/??/92)  249.393  (m)          818.22   (f) ADJ UNCH    1 2
 CS2274
 CS2274.Superseded values are not recommended for survey control.
 CS2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2274.See file dsdata.txt to determine how the superseded data were derived.
 CS2274
 CS2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB268187(NAD 83)
 CS2274_MARKER: Q = CHISELED SQUARE
 CS2274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2274_SP_SET: ABUTMENT
 CS2274_MARK LOGO: CGS   
 CS2274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2274
 CS2274  HISTORY     - Date     Condition        Report By
 CS2274  HISTORY     - UNK      MONUMENTED       CGS
 CS2274  HISTORY     - 1951     GOOD             NGS
 CS2274  HISTORY     - 1983     GOOD             NGS
 CS2274
 CS2274                          STATION DESCRIPTION
 CS2274
 CS2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2274'2.8 MI W FROM ALEDO.
 CS2274'2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CS2274'ALEDO, AT BRIDGE NO. 266.6 OVER CLEAR FORK TRINITY RIVER, ON THE TOP
 CS2274'OF THE EAST ABUTMENT, 1 FOOT NORTH OF THE SOUTH END OF THE ABUTMENT, 1
 CS2274'FOOT EAST OF THE WEST EDGE, AND 1.5 FEET SOUTHEAST OF THE SOUTHEAST
 CS2274'CORNER OF THE STEEL GIRDER.  THE BOTTOM OF A SQUARE HOLE.
 CS2274
 CS2274                          STATION RECOVERY (1983)
 CS2274
 CS2274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0565 ***********************************************************************
 BY0565  DESIGNATION -  M 100
 BY0565  PID         -  BY0565
 BY0565  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0565  USGS QUAD   -  BUCK BAY (1984)
 BY0565
 BY0565                         *CURRENT SURVEY CONTROL
 BY0565  ___________________________________________________________________
 BY0565* NAD 83(1986)-  31 08 03.     (N)    094 06 31.     (W)     SCALED    
 BY0565* NAVD 88     -        58.67   (+/-2cm)     192.5    (feet)  VERTCON   
 BY0565  ___________________________________________________________________
 BY0565  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BY0565
 BY0565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0565
 BY0565.The horizontal coordinates were scaled from a topographic map and have
 BY0565.an estimated accuracy of +/- 6 seconds.
 BY0565
 BY0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0565.The vertical order pertains to the NGVD 29 superseded value.
 BY0565
 BY0565.The geoid height was determined by GEOID03.
 BY0565
 BY0565;                    North         East    Units  Estimated Accuracy
 BY0565;SPC TX C     - 3,179,280.    1,293,280.      MT  (+/- 180 meters Scaled)
 BY0565
 BY0565                          SUPERSEDED SURVEY CONTROL
 BY0565
 BY0565  NGVD 29 (??/??/92)   58.682  (m)          192.53   (f) ADJ UNCH    2 0
 BY0565
 BY0565.Superseded values are not recommended for survey control.
 BY0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0565.See file dsdata.txt to determine how the superseded data were derived.
 BY0565
 BY0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ943450(NAD 83)
 BY0565_MARKER: DB = BENCH MARK DISK
 BY0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0565_STAMPING: M 100 1952
 BY0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0565+STABILITY: SURFACE MOTION
 BY0565
 BY0565  HISTORY     - Date     Condition        Report By
 BY0565  HISTORY     - 1952     MONUMENTED       CGS
 BY0565
 BY0565                          STATION DESCRIPTION
 BY0565
 BY0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0565'8.45 MI NW FROM BROOKELAND.
 BY0565'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0565'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0565'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.4 MILES
 BY0565'NORTHWEST ALONG FOREST ROAD 304, THENCE 0.45 MILE SOUTHWEST ALONG
 BY0565'FOREST ROAD 306, 57 FEET WEST OF THE CENTER LINE OF THE FOREST ROAD,
 BY0565'21 FEET NORTHWEST OF THE CENTER LINE OF A DIM WOODS ROAD, 5.3 FEET
 BY0565'EAST OF AN 8 INCH OAK TREE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN
 BY0565'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1028 ***********************************************************************
 AY1028  DESIGNATION -  M 1000
 AY1028  PID         -  AY1028
 AY1028  STATE/COUNTY-  TX/BEXAR
 AY1028  USGS QUAD   -  SAN GERONIMO (1982)
 AY1028
 AY1028                         *CURRENT SURVEY CONTROL
 AY1028  ___________________________________________________________________
 AY1028* NAD 83(1986)-  29 37 19.     (N)    098 45 46.     (W)     SCALED    
 AY1028* NAVD 88     -       411.902  (meters)    1351.38   (feet)  ADJUSTED  
 AY1028  ___________________________________________________________________
 AY1028  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AY1028  DYNAMIC HT  -         411.297 (meters)    1349.40  (feet)  COMP
 AY1028  MODELED GRAV-     979,162.8   (mgal)                       NAVD 88
 AY1028
 AY1028  VERT ORDER  -  SECOND    CLASS 0
 AY1028
 AY1028.The horizontal coordinates were scaled from a topographic map and have
 AY1028.an estimated accuracy of +/- 6 seconds.
 AY1028
 AY1028.The orthometric height was determined by differential leveling
 AY1028.and adjusted by the National Geodetic Survey in June 1991..
 AY1028
 AY1028.The geoid height was determined by GEOID03.
 AY1028
 AY1028.The dynamic height is computed by dividing the NAVD 88
 AY1028.geopotential number by the normal gravity value computed on the
 AY1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1028.degrees latitude (g = 980.6199 gals.).
 AY1028
 AY1028.The modeled gravity was interpolated from observed gravity values.
 AY1028
 AY1028;                    North         East    Units  Estimated Accuracy
 AY1028;SPC TXSC     - 4,198,250.      622,970.      MT  (+/- 180 meters Scaled)
 AY1028
 AY1028                          SUPERSEDED SURVEY CONTROL
 AY1028
 AY1028  NGVD 29 (??/??/92)  411.794  (m)         1351.03   (f) ADJ UNCH    2 0
 AY1028
 AY1028.Superseded values are not recommended for survey control.
 AY1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1028.See file dsdata.txt to determine how the superseded data were derived.
 AY1028
 AY1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT229769(NAD 83)
 AY1028_MARKER: DB = BENCH MARK DISK
 AY1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1028_SP_SET: CULVERT
 AY1028_STAMPING: M 1000 1953
 AY1028_MARK LOGO: CGS   
 AY1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1028
 AY1028  HISTORY     - Date     Condition        Report By
 AY1028  HISTORY     - 1953     MONUMENTED       CGS
 AY1028  HISTORY     - 19770308 GOOD             NGS
 AY1028  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1028  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 AY1028
 AY1028                          STATION DESCRIPTION
 AY1028
 AY1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1028'6.3 MI NW FROM HELOTES.
 AY1028'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1028'HELOTES, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AY1028'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A LARGE
 AY1028'CONCRETE CULVERT.
 AY1028
 AY1028                          STATION RECOVERY (1977)
 AY1028
 AY1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AY1028'RECOVERED IN GOOD CONDITION.
 AY1028
 AY1028                          STATION RECOVERY (1990)
 AY1028
 AY1028'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1028'MARK NOT FOUND.
 AY1028
 AY1028                          STATION RECOVERY (1999)
 AY1028
 AY1028'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0106 ***********************************************************************
 AY0106  DESIGNATION -  M 1001
 AY0106  PID         -  AY0106
 AY0106  STATE/COUNTY-  TX/BEXAR
 AY0106  USGS QUAD   -  LONGHORN (1992)
 AY0106
 AY0106                         *CURRENT SURVEY CONTROL
 AY0106  ___________________________________________________________________
 AY0106* NAD 83(1986)-  29 35 40.     (N)    098 27 19.     (W)     SCALED    
 AY0106* NAVD 88     -       280.522  (meters)     920.35   (feet)  POSTED    
 AY0106  ___________________________________________________________________
 AY0106  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AY0106  DYNAMIC HT  -         280.110 (meters)     918.99  (feet)  COMP
 AY0106  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AY0106
 AY0106  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0106
 AY0106.The horizontal coordinates were scaled from a topographic map and have
 AY0106.an estimated accuracy of +/- 6 seconds.
 AY0106
 AY0106.The orthometric height was determined by differential leveling
 AY0106.and adjusted by the National Geodetic Survey in 1992..
 AY0106.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0106.rate of 0.0 thru 1.0 mm/km.
 AY0106
 AY0106.The geoid height was determined by GEOID03.
 AY0106
 AY0106.The dynamic height is computed by dividing the NAVD 88
 AY0106.geopotential number by the normal gravity value computed on the
 AY0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0106.degrees latitude (g = 980.6199 gals.).
 AY0106
 AY0106.The modeled gravity was interpolated from observed gravity values.
 AY0106
 AY0106;                    North         East    Units  Estimated Accuracy
 AY0106;SPC TXSC     - 4,195,300.      652,760.      MT  (+/- 180 meters Scaled)
 AY0106
 AY0106                          SUPERSEDED SURVEY CONTROL
 AY0106
 AY0106  NGVD 29 (??/??/92)  280.398  (m)          919.94   (f) ADJ UNCH    1 2
 AY0106
 AY0106.Superseded values are not recommended for survey control.
 AY0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0106.See file dsdata.txt to determine how the superseded data were derived.
 AY0106
 AY0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT527739(NAD 83)
 AY0106_MARKER: DB = BENCH MARK DISK
 AY0106_SETTING: 66 = SET IN ROCK OUTCROP
 AY0106_SP_SET: FLAT ROCK
 AY0106_STAMPING: M 1001 1953
 AY0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0106+STABILITY: POSITION/ELEVATION WELL
 AY0106
 AY0106  HISTORY     - Date     Condition        Report By
 AY0106  HISTORY     - 1953     MONUMENTED       CGS
 AY0106  HISTORY     - 1967     GOOD             USGS
 AY0106  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0106  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0106  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0106
 AY0106                          STATION DESCRIPTION
 AY0106
 AY0106'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0106'3.3 MI N FROM SAN ANTONIO.
 AY0106'2.5 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF BITTERS
 AY0106'ROAD AT SAN ANTONIO, BEXAR COUNTY, THENCE EASTERLY APPROXIMATELY 1
 AY0106'MILE TO THE EAST CORNER OF THE OAK HAVEN HEIGHTS RESIDENTIAL AREA, 225
 AY0106'FEET NORTHEAST FROM THE CENTERLINE OF THE STREET CORNER, ALONG THE
 AY0106'PROJECTED CENTERLINE OF THE NE-SW STREET, THENCE 23 FEET NORTHWEST.
 AY0106'191 FEET NW OF A FENCE WHICH IS THE NORTH ROW FENCE OF A POWER LINE,
 AY0106'55 FEET NE OF A FENCE WHICH IS THE NE BOUNDARY OF OAK HAVEN HEIGHTS, 3
 AY0106'FEET SOUTHWEST OF A ROCK CAIRN, IN THE TOP OF A LARGE FLAT ROCK, AND
 AY0106'FLUSH WITH THE GROUND.  A STANDARD DISK STAMPED M 1001 1953.
 AY0106
 AY0106                          STATION RECOVERY (1987)
 AY0106
 AY0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0106'MARK NOT FOUND.
 AY0106
 AY0106                          STATION RECOVERY (1990)
 AY0106
 AY0106'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0106'MARK NOT FOUND.
 AY0106
 AY0106                          STATION RECOVERY (1999)
 AY0106
 AY0106'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0832 ***********************************************************************
 AY0832  DESIGNATION -  M 1003
 AY0832  PID         -  AY0832
 AY0832  STATE/COUNTY-  TX/ATASCOSA
 AY0832  USGS QUAD   -  LYTLE (1982)
 AY0832
 AY0832                         *CURRENT SURVEY CONTROL
 AY0832  ___________________________________________________________________
 AY0832* NAD 83(1986)-  29 14 26.     (N)    098 46 55.     (W)     SCALED    
 AY0832* NAVD 88     -       210.216  (meters)     689.68   (feet)  ADJUSTED  
 AY0832  ___________________________________________________________________
 AY0832  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AY0832  DYNAMIC HT  -         209.915 (meters)     688.70  (feet)  COMP
 AY0832  MODELED GRAV-     979,203.7   (mgal)                       NAVD 88
 AY0832
 AY0832  VERT ORDER  -  FIRST     CLASS II
 AY0832
 AY0832.The horizontal coordinates were scaled from a topographic map and have
 AY0832.an estimated accuracy of +/- 6 seconds.
 AY0832
 AY0832.The orthometric height was determined by differential leveling
 AY0832.and adjusted by the National Geodetic Survey in June 1991..
 AY0832
 AY0832.The geoid height was determined by GEOID03.
 AY0832
 AY0832.The dynamic height is computed by dividing the NAVD 88
 AY0832.geopotential number by the normal gravity value computed on the
 AY0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0832.degrees latitude (g = 980.6199 gals.).
 AY0832
 AY0832.The modeled gravity was interpolated from observed gravity values.
 AY0832
 AY0832;                    North         East    Units  Estimated Accuracy
 AY0832;SPC TXSC     - 4,155,980.      621,200.      MT  (+/- 180 meters Scaled)
 AY0832
 AY0832                          SUPERSEDED SURVEY CONTROL
 AY0832
 AY0832  NGVD 29 (??/??/92)  210.093  (m)          689.28   (f) ADJ UNCH    1 2
 AY0832
 AY0832.Superseded values are not recommended for survey control.
 AY0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0832.See file dsdata.txt to determine how the superseded data were derived.
 AY0832
 AY0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT211346(NAD 83)
 AY0832_MARKER: DB = BENCH MARK DISK
 AY0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0832_SP_SET: CULVERT
 AY0832_STAMPING: M 1003 1953
 AY0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0832
 AY0832  HISTORY     - Date     Condition        Report By
 AY0832  HISTORY     - 1953     MONUMENTED       CGS
 AY0832  HISTORY     - 1956     GOOD             NGS
 AY0832  HISTORY     - 19970418 GOOD             USPSQD
 AY0832  HISTORY     - 20020129 GOOD             USPSQD
 AY0832
 AY0832                          STATION DESCRIPTION
 AY0832
 AY0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0832'1.0 MI NE FROM LYTLE.
 AY0832'1.0 MILE NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AY0832'FROM THE STATION AT LYTLE, 61 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF
 AY0832'TRESTLE 280.9, 14 FEET NORTHWEST OF THE CENTER LINE OF AN OILED ROAD,
 AY0832'64 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE EAST
 AY0832'END OF THE WEST WINGWALL OF A CONCRETE CULVERT UNDER THE ROAD.
 AY0832
 AY0832                          STATION RECOVERY (1997)
 AY0832
 AY0832'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0832'RECOVERED IN GOOD CONDITION.
 AY0832
 AY0832                          STATION RECOVERY (2002)
 AY0832
 AY0832'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3633 ***********************************************************************
 AW3633  DESIGNATION -  M 1006
 AW3633  PID         -  AW3633
 AW3633  STATE/COUNTY-  TX/HARRIS
 AW3633  USGS QUAD   -  PASADENA (1995)
 AW3633
 AW3633                         *CURRENT SURVEY CONTROL
 AW3633  ___________________________________________________________________
 AW3633* NAD 83(1986)-  29 44 33.     (N)    095 11 58.     (W)     SCALED    
 AW3633* NAVD 88     -         3.74   (+/-2cm)      12.3    (feet)  VERTCON   
 AW3633  ___________________________________________________________________
 AW3633  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3633
 AW3633  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3633
 AW3633.The horizontal coordinates were scaled from a topographic map and have
 AW3633.an estimated accuracy of +/- 6 seconds.
 AW3633
 AW3633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3633.The vertical order pertains to the NGVD 29 superseded value.
 AW3633
 AW3633.The geoid height was determined by GEOID03.
 AW3633
 AW3633;                    North         East    Units  Estimated Accuracy
 AW3633;SPC TXSC     - 4,217,560.      967,540.      MT  (+/- 180 meters Scaled)
 AW3633
 AW3633                          SUPERSEDED SURVEY CONTROL
 AW3633
 AW3633  NGVD 29 (??/??/92)    3.738  (m)           12.26   (f) ADJ UNCH    1 2
 AW3633
 AW3633.Superseded values are not recommended for survey control.
 AW3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3633.See file dsdata.txt to determine how the superseded data were derived.
 AW3633
 AW3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN872922(NAD 83)
 AW3633_MARKER: DB = BENCH MARK DISK
 AW3633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3633_SP_SET: ABUTMENT
 AW3633_STAMPING: M 1006 1953
 AW3633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3633
 AW3633  HISTORY     - Date     Condition        Report By
 AW3633  HISTORY     - 1953     MONUMENTED       CGS
 AW3633  HISTORY     - 1959     GOOD             NGS
 AW3633  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3633  HISTORY     - 1987     GOOD             USPSQD
 AW3633  HISTORY     - 1987     GOOD             USPSQD
 AW3633  HISTORY     - 1988     GOOD             USPSQD
 AW3633  HISTORY     - 1988     GOOD             USPSQD
 AW3633  HISTORY     - 1988     GOOD             USPSQD
 AW3633  HISTORY     - 1988     GOOD             USPSQD
 AW3633  HISTORY     - 1988     GOOD             USPSQD
 AW3633  HISTORY     - 1988     GOOD             USPSQD
 AW3633  HISTORY     - 1988     GOOD             USPSQD
 AW3633  HISTORY     - 1988     GOOD             USPSQD
 AW3633  HISTORY     - 1988     GOOD             USPSQD
 AW3633
 AW3633                          STATION DESCRIPTION
 AW3633
 AW3633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3633'1.75 MI NE FROM PASADENA.
 AW3633'ABOUT 1.75 MILES NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3633'NORTH ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE PROPERTY OF
 AW3633'THE HESS TERMINAL COMPANY, IN THE TOP OF THE WEST END OF A CONCRETE
 AW3633'ABUTMENT, AT THE NORTH END OF A WOODEN RAMP, ABOUT 0.15 MILE SOUTHEAST
 AW3633'OF THE WEST GATE, 115 FEET EAST OF THE SOUTHEAST CORNER OF THE MAIN
 AW3633'OFFICE, AND 42 FEET SOUTH OF THE SOUTH RAIL OF A SPUR TRACK.
 AW3633
 AW3633                          STATION RECOVERY (1964)
 AW3633
 AW3633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3633'MARK NOT FOUND.
 AW3633
 AW3633                          STATION RECOVERY (1987)
 AW3633
 AW3633'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW3633'RECOVERED IN GOOD CONDITION.
 AW3633
 AW3633                          STATION RECOVERY (1987)
 AW3633
 AW3633'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW3633'RECOVERED IN GOOD CONDITION.
 AW3633
 AW3633                          STATION RECOVERY (1988)
 AW3633
 AW3633'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW3633'RECOVERED IN GOOD CONDITION.
 AW3633
 AW3633                          STATION RECOVERY (1988)
 AW3633
 AW3633'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW3633'RECOVERED IN GOOD CONDITION.
 AW3633
 AW3633                          STATION RECOVERY (1988)
 AW3633
 AW3633'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW3633'RECOVERED IN GOOD CONDITION.
 AW3633
 AW3633                          STATION RECOVERY (1988)
 AW3633
 AW3633'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCA)
 AW3633'RECOVERED IN GOOD CONDITION.
 AW3633
 AW3633                          STATION RECOVERY (1988)
 AW3633
 AW3633'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW3633'RECOVERED IN GOOD CONDITION.
 AW3633
 AW3633                          STATION RECOVERY (1988)
 AW3633
 AW3633'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW3633'RECOVERED IN GOOD CONDITION.
 AW3633
 AW3633                          STATION RECOVERY (1988)
 AW3633
 AW3633'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW3633'RECOVERED IN GOOD CONDITION.
 AW3633
 AW3633                          STATION RECOVERY (1988)
 AW3633
 AW3633'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW3633'RECOVERED IN GOOD CONDITION.
 AW3633
 AW3633                          STATION RECOVERY (1988)
 AW3633
 AW3633'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW3633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1329 ***********************************************************************
 AW1329  DESIGNATION -  M 1007
 AW1329  PID         -  AW1329
 AW1329  STATE/COUNTY-  TX/GALVESTON
 AW1329  USGS QUAD   -  TEXAS CITY (1994)
 AW1329
 AW1329                         *CURRENT SURVEY CONTROL
 AW1329  ___________________________________________________________________
 AW1329* NAD 83(1986)-  29 27 15.     (N)    094 56 24.     (W)     SCALED    
 AW1329* NAVD 88     -         1.22   (+/-2cm)       4.0    (feet)  VERTCON   
 AW1329  ___________________________________________________________________
 AW1329  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW1329
 AW1329  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1329
 AW1329.The horizontal coordinates were scaled from a topographic map and have
 AW1329.an estimated accuracy of +/- 6 seconds.
 AW1329
 AW1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1329.The vertical order pertains to the NGVD 29 superseded value.
 AW1329
 AW1329.The geoid height was determined by GEOID03.
 AW1329
 AW1329;                    North         East    Units  Estimated Accuracy
 AW1329;SPC TXSC     - 4,186,470.      993,730.      MT  (+/- 180 meters Scaled)
 AW1329
 AW1329                          SUPERSEDED SURVEY CONTROL
 AW1329
 AW1329  NGVD 29 (??/??/92)    1.217  (m)            3.99   (f) ADJ UNCH    1 2
 AW1329
 AW1329.Superseded values are not recommended for survey control.
 AW1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1329.See file dsdata.txt to determine how the superseded data were derived.
 AW1329
 AW1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN118598(NAD 83)
 AW1329_MARKER: DB = BENCH MARK DISK
 AW1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1329_STAMPING: M 1007 1954
 AW1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1329+STABILITY: SURFACE MOTION
 AW1329
 AW1329  HISTORY     - Date     Condition        Report By
 AW1329  HISTORY     - 1954     MONUMENTED       CGS
 AW1329  HISTORY     - 1973     GOOD             NGS
 AW1329  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1329  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1329
 AW1329                          STATION DESCRIPTION
 AW1329
 AW1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1329'9.5 MI SE FROM KEMAH.
 AW1329'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 AW1329'KEMAH, THENCE 2.25 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG A LEVEE
 AW1329'TO A GATE AND A SMALL DIRT LEVEE WHICH IS BETWEEN TWO CANALS ON THE
 AW1329'SOUTHWEST SIDE OF THE LEVEE, THENCE 0.25 MILE SOUTH ACROSS COUNTRY,
 AW1329'0.5 MILE SOUTHEAST OF A STEEL WINDMILL AND A TIN SHED, 0.3 MILE
 AW1329'NORTHEAST OF A STEEL WINDMILL AND A CONCRETE TANK, 0.2 MILE SOUTHEAST
 AW1329'OF CUTOFF VALVES IN A PIPE LINE, 0.1 MILE NORTH OF AN EAST-WEST FENCE,
 AW1329'458.0 FEET SOUTH OF AN EAST-WEST FENCE, 1.5 FEET EAST OF A WITNESS
 AW1329'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 AW1329'THE GROUND.
 AW1329
 AW1329                          STATION RECOVERY (1978)
 AW1329
 AW1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1329'NOT RECOVERED.
 AW1329
 AW1329                          STATION RECOVERY (1994)
 AW1329
 AW1329'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2212 ***********************************************************************
 AW2212  DESIGNATION -  M 1008
 AW2212  PID         -  AW2212
 AW2212  STATE/COUNTY-  TX/WALLER
 AW2212  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2212
 AW2212                         *CURRENT SURVEY CONTROL
 AW2212  ___________________________________________________________________
 AW2212* NAD 83(1986)-  29 53 20.     (N)    095 54 56.     (W)     SCALED    
 AW2212* NAVD 88     -        56.16   (+/-2cm)     184.3    (feet)  VERTCON   
 AW2212  ___________________________________________________________________
 AW2212  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2212
 AW2212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2212
 AW2212.The horizontal coordinates were scaled from a topographic map and have
 AW2212.an estimated accuracy of +/- 6 seconds.
 AW2212
 AW2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2212.The vertical order pertains to the NGVD 29 superseded value.
 AW2212
 AW2212.The geoid height was determined by GEOID03.
 AW2212
 AW2212;                    North         East    Units  Estimated Accuracy
 AW2212;SPC TXSC     - 4,231,740.      897,880.      MT  (+/- 180 meters Scaled)
 AW2212
 AW2212                          SUPERSEDED SURVEY CONTROL
 AW2212
 AW2212  NGVD 29 (??/??/92)   56.148  (m)          184.21   (f) ADJ UNCH    2 0
 AW2212
 AW2212.Superseded values are not recommended for survey control.
 AW2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2212.See file dsdata.txt to determine how the superseded data were derived.
 AW2212
 AW2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP184100(NAD 83)
 AW2212_MARKER: DB = BENCH MARK DISK
 AW2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2212_STAMPING: M-1008
 AW2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2212+STABILITY: SURFACE MOTION
 AW2212
 AW2212  HISTORY     - Date     Condition        Report By
 AW2212  HISTORY     - UNK      MONUMENTED       CGS
 AW2212  HISTORY     - 1971     GOOD             USGS
 AW2212  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2212  HISTORY     - 20041014 MARK NOT FOUND   USPSQD
 AW2212
 AW2212                          STATION DESCRIPTION
 AW2212
 AW2212'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AW2212'11.5 MI NW FROM KATY.
 AW2212'KATY, 6.45 MILES NORTH OF ALONG KATY-HOCKLEY ROAD, THENCE 4.0 MILES
 AW2212'WEST ALONG FARM ROAD NO. 529, THENCE 1.0 MILES NORTH, THENCE 0.5 MILES
 AW2212'WEST, 90 FT. NORTH AND 48 FT. WEST OF T-RD SOUTH.  2.0 FT WEST OF
 AW2212'FENCE.  SET IN TOP OF CONCRETE POST, A STD DISC STAMPED M-1008.
 AW2212
 AW2212                          STATION RECOVERY (1978)
 AW2212
 AW2212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2212'NOT RECOVERED.  NOTE=AREA DESCRIBED HAS A ROAD LEADING NORTH AND NEW
 AW2212'CULVERTS.
 AW2212
 AW2212                          STATION RECOVERY (2004)
 AW2212
 AW2212'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4620 ***********************************************************************
 AW4620  DESIGNATION -  M 1009
 AW4620  PID         -  AW4620
 AW4620  STATE/COUNTY-  TX/HARRIS
 AW4620  USGS QUAD   -  WARREN LAKE (1980)
 AW4620
 AW4620                         *CURRENT SURVEY CONTROL
 AW4620  ___________________________________________________________________
 AW4620* NAD 83(1986)-  29 59 51.     (N)    095 45 58.     (W)     SCALED    
 AW4620* NAVD 88     -        58.01   (+/-2cm)     190.3    (feet)  VERTCON   
 AW4620  ___________________________________________________________________
 AW4620  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW4620
 AW4620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4620
 AW4620.The horizontal coordinates were scaled from a topographic map and have
 AW4620.an estimated accuracy of +/- 6 seconds.
 AW4620
 AW4620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4620.The vertical order pertains to the NGVD 29 superseded value.
 AW4620
 AW4620.The geoid height was determined by GEOID03.
 AW4620
 AW4620;                    North         East    Units  Estimated Accuracy
 AW4620;SPC TXSC     - 4,244,170.      911,970.      MT  (+/- 180 meters Scaled)
 AW4620
 AW4620                          SUPERSEDED SURVEY CONTROL
 AW4620
 AW4620  NGVD 29 (??/??/92)   58.00   (m)          190.3    (f) COMPUTED    2 0
 AW4620
 AW4620.Superseded values are not recommended for survey control.
 AW4620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4620.See file dsdata.txt to determine how the superseded data were derived.
 AW4620
 AW4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP331217(NAD 83)
 AW4620_MARKER: DB = BENCH MARK DISK
 AW4620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4620_STAMPING: M 1009 1954
 AW4620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4620+STABILITY: SURFACE MOTION
 AW4620
 AW4620  HISTORY     - Date     Condition        Report By
 AW4620  HISTORY     - 1954     MONUMENTED       CGS
 AW4620  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4620  HISTORY     - 19940205 MARK NOT FOUND   USPSQD
 AW4620
 AW4620                          STATION DESCRIPTION
 AW4620
 AW4620'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW4620'4.7 MI NW FROM CYPRESS.
 AW4620'4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4620'CYPRESS, 0.15 MILE SOUTHEAST OF A ROAD JUNCTION, 54 FEET SOUTHWEST OF
 AW4620'THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTHEAST OF THE NORTHEAST
 AW4620'RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 56 FEET SOUTHEAST OF A
 AW4620'TELEPHONE POLE, 2.4 FEET NORTHWEST OF A WITNESS POST, 1.2 MILES
 AW4620'SOUTHEAST OF BENCH MARK HOCKLEY 1952, SET IN THE TOP OF A CONCRETE
 AW4620'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW4620
 AW4620                          STATION RECOVERY (1973)
 AW4620
 AW4620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4620'MARK NOT FOUND.
 AW4620
 AW4620                          STATION RECOVERY (1994)
 AW4620
 AW4620'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0105 ***********************************************************************
 BL0105  DESIGNATION -  M 101
 BL0105  PID         -  BL0105
 BL0105  STATE/COUNTY-  TX/JASPER
 BL0105  USGS QUAD   -  JASPER WEST (1984)
 BL0105
 BL0105                         *CURRENT SURVEY CONTROL
 BL0105  ___________________________________________________________________
 BL0105* NAD 83(1986)-  30 56 33.     (N)    094 06 55.     (W)     SCALED    
 BL0105* NAVD 88     -        45.04   (+/-2cm)     147.8    (feet)  VERTCON   
 BL0105  ___________________________________________________________________
 BL0105  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0105
 BL0105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0105
 BL0105.The horizontal coordinates were scaled from a topographic map and have
 BL0105.an estimated accuracy of +/- 6 seconds.
 BL0105
 BL0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0105.The vertical order pertains to the NGVD 29 superseded value.
 BL0105
 BL0105.The geoid height was determined by GEOID03.
 BL0105
 BL0105;                    North         East    Units  Estimated Accuracy
 BL0105;SPC TX C     - 3,158,030.    1,293,830.      MT  (+/- 180 meters Scaled)
 BL0105
 BL0105                          SUPERSEDED SURVEY CONTROL
 BL0105
 BL0105  NGVD 29 (??/??/92)   45.038  (m)          147.76   (f) ADJ UNCH    2 0
 BL0105
 BL0105.Superseded values are not recommended for survey control.
 BL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0105.See file dsdata.txt to determine how the superseded data were derived.
 BL0105
 BL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ934237(NAD 83)
 BL0105_MARKER: DB = BENCH MARK DISK
 BL0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0105_SP_SET: BRIDGE
 BL0105_STAMPING: M 101 1952
 BL0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0105
 BL0105  HISTORY     - Date     Condition        Report By
 BL0105  HISTORY     - 1952     MONUMENTED       CGS
 BL0105  HISTORY     - 1978     GOOD             USGS
 BL0105
 BL0105                          STATION DESCRIPTION
 BL0105
 BL0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0105'7.7 MI NW FROM JASPER.
 BL0105'7.7 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BL0105'JASPER, 12 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET ABOVE
 BL0105'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST
 BL0105'GUARD RAIL OF A 65 FOOT CONCRETE BRIDGE OVER INDIAN CREEK.
 BL0105
 BL0105                          STATION RECOVERY (1978)
 BL0105
 BL0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0105'6.5 MILES WEST ALONG FARM ROAD 2799 FROM THE HIGH SCHOOL AT JASPER,
 BL0105'THENCE 1.2 MILES NORTH ALONG FARM ROAD 1747, 1.1 MILES NORTH OF THE
 BL0105'NEDVILLE BAPTIST CHURCH, 12 FEET WEST OF, AND 1.6 FEET HIGHER THAN
 BL0105'THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 BL0105'WEST GUARD RAIL OF A 65 FOOT CONCRETE BRIDGE OVER INDIAN CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1601 ***********************************************************************
 BL1601  DESIGNATION -  M 1010
 BL1601  PID         -  BL1601
 BL1601  STATE/COUNTY-  TX/HARRIS
 BL1601  USGS QUAD   -  ROSE HILL (1980)
 BL1601
 BL1601                         *CURRENT SURVEY CONTROL
 BL1601  ___________________________________________________________________
 BL1601* NAD 83(1986)-  30 04 59.     (N)    095 39 36.     (W)     SCALED    
 BL1601* NAVD 88     -        53.75   (+/-2cm)     176.3    (feet)  VERTCON   
 BL1601  ___________________________________________________________________
 BL1601  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL1601
 BL1601  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1601
 BL1601.The horizontal coordinates were scaled from a topographic map and have
 BL1601.an estimated accuracy of +/- 6 seconds.
 BL1601
 BL1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1601.The vertical order pertains to the NGVD 29 superseded value.
 BL1601
 BL1601.The geoid height was determined by GEOID03.
 BL1601
 BL1601;                    North         East    Units  Estimated Accuracy
 BL1601;SPC TXSC     - 4,253,930.      921,940.      MT  (+/- 180 meters Scaled)
 BL1601
 BL1601                          SUPERSEDED SURVEY CONTROL
 BL1601
 BL1601  NGVD 29 (??/??/92)   53.742  (m)          176.32   (f) ADJ UNCH    1 2
 BL1601
 BL1601.Superseded values are not recommended for survey control.
 BL1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1601.See file dsdata.txt to determine how the superseded data were derived.
 BL1601
 BL1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP436309(NAD 83)
 BL1601_MARKER: DB = BENCH MARK DISK
 BL1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1601_STAMPING: M 1010 1954
 BL1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1601+STABILITY: SURFACE MOTION
 BL1601
 BL1601  HISTORY     - Date     Condition        Report By
 BL1601  HISTORY     - 1954     MONUMENTED       CGS
 BL1601  HISTORY     - 1973     GOOD             NGS
 BL1601  HISTORY     - 1978     GOOD             NGS
 BL1601  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1601  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1601
 BL1601                          STATION DESCRIPTION
 BL1601
 BL1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1601'3.05 MI W FROM TOMBALL.
 BL1601'ABOUT 3.05 MILES WEST ALONG WALLER-TOMBALL RD. FROM THE CROSSING OF
 BL1601'THE BURLINGTON-ROCK ISLAND RAILROAD, SET IN THE SOUTHWEST PORTION OF
 BL1601'THE YARD OF THE MELVIN W. FEHRLE HOME, 58 FEET NORTHWEST OF THE CENTER
 BL1601'LINE OF WALLER-TOMBALL RD., 69 FEET EAST OF THE CENTER LINE OF THE
 BL1601'TOMBALL CEMETERY RD., ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 BL1601'A CONCRETE POST PROJECTING 1/2-FOOT.
 BL1601
 BL1601                          STATION RECOVERY (1978)
 BL1601
 BL1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1601'RECOVERED IN GOOD CONDITION.
 BL1601
 BL1601                          STATION RECOVERY (1986)
 BL1601
 BL1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1601'MARK NOT FOUND.
 BL1601
 BL1601                          STATION RECOVERY (1993)
 BL1601
 BL1601'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1696 ***********************************************************************
 AW1696  DESIGNATION -  M 1011
 AW1696  PID         -  AW1696
 AW1696  STATE/COUNTY-  TX/GALVESTON
 AW1696  USGS QUAD   -  HIGH ISLAND (1994)
 AW1696
 AW1696                         *CURRENT SURVEY CONTROL
 AW1696  ___________________________________________________________________
 AW1696* NAD 83(1986)-  29 32 40.     (N)    094 24 05.     (W)     SCALED    
 AW1696* NAVD 88     -         2.16   (+/-2cm)       7.1    (feet)  VERTCON   
 AW1696  ___________________________________________________________________
 AW1696  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1696
 AW1696  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1696
 AW1696.The horizontal coordinates were scaled from a topographic map and have
 AW1696.an estimated accuracy of +/- 6 seconds.
 AW1696
 AW1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1696.The vertical order pertains to the NGVD 29 superseded value.
 AW1696
 AW1696.The geoid height was determined by GEOID03.
 AW1696
 AW1696;                    North         East    Units  Estimated Accuracy
 AW1696;SPC TXSC     - 4,198,400.    1,045,540.      MT  (+/- 180 meters Scaled)
 AW1696
 AW1696                          SUPERSEDED SURVEY CONTROL
 AW1696
 AW1696  NGVD 29 (??/??/92)    2.161  (m)            7.09   (f) ADJ UNCH    1 2
 AW1696
 AW1696.Superseded values are not recommended for survey control.
 AW1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1696.See file dsdata.txt to determine how the superseded data were derived.
 AW1696
 AW1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN642691(NAD 83)
 AW1696_MARKER: DB = BENCH MARK DISK
 AW1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1696_STAMPING: M 1011 1953
 AW1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1696+STABILITY: SURFACE MOTION
 AW1696
 AW1696  HISTORY     - Date     Condition        Report By
 AW1696  HISTORY     - 1953     MONUMENTED       CGS
 AW1696  HISTORY     - 1958     GOOD             NGS
 AW1696  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 AW1696  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1696  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1696  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1696  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 AW1696  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1696  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1696
 AW1696                          STATION DESCRIPTION
 AW1696
 AW1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1696'1.8 MI S FROM HIGH ISLAND.
 AW1696'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW1696'AT HIGH ISLAND, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY
 AW1696'87, ABOUT 300 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 AW1696'0.15 MILE NORTHEAST OF THE CENTER ONE OF 3 OIL WELLS, 105 FEET
 AW1696'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF AN ABANDONED
 AW1696'OIL WELL, 44 FEET SOUTHWEST OF A POWER POLE, IN LINE WITH 2 ROWS OF
 AW1696'POLES, 51 FEET SOUTHWEST OF A POWER POLE SUPPORTING 2 TRANSFORMERS, 1
 AW1696'FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 AW1696'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW1696
 AW1696                          STATION RECOVERY (1963)
 AW1696
 AW1696'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 AW1696'MARK NOT FOUND.
 AW1696
 AW1696                          STATION RECOVERY (1978)
 AW1696
 AW1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1696'NOT RECOVERED.
 AW1696
 AW1696                          STATION RECOVERY (1994)
 AW1696
 AW1696'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1696'MARK NOT FOUND.
 AW1696
 AW1696                          STATION RECOVERY (1995)
 AW1696
 AW1696'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1696'MARK NOT FOUND.
 AW1696
 AW1696                          STATION RECOVERY (2001)
 AW1696
 AW1696'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1696'MARK NOT FOUND.
 AW1696
 AW1696                          STATION RECOVERY (2002)
 AW1696
 AW1696'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1696'MARK NOT FOUND.
 AW1696
 AW1696                          STATION RECOVERY (2005)
 AW1696
 AW1696'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2768 ***********************************************************************
 AW2768  DESIGNATION -  M 1012
 AW2768  PID         -  AW2768
 AW2768  STATE/COUNTY-  TX/CHAMBERS
 AW2768  USGS QUAD   -  MONROE CITY (1994)
 AW2768
 AW2768                         *CURRENT SURVEY CONTROL
 AW2768  ___________________________________________________________________
 AW2768* NAD 83(1986)-  29 47 25.     (N)    094 31 19.     (W)     SCALED    
 AW2768* NAVD 88     -         7.31   (+/-2cm)      24.0    (feet)  VERTCON   
 AW2768  ___________________________________________________________________
 AW2768  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2768
 AW2768  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2768
 AW2768.The horizontal coordinates were scaled from a topographic map and have
 AW2768.an estimated accuracy of +/- 6 seconds.
 AW2768
 AW2768.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2768.The vertical order pertains to the NGVD 29 superseded value.
 AW2768
 AW2768.The geoid height was determined by GEOID03.
 AW2768
 AW2768;                    North         East    Units  Estimated Accuracy
 AW2768;SPC TXSC     - 4,225,170.    1,032,830.      MT  (+/- 180 meters Scaled)
 AW2768
 AW2768                          SUPERSEDED SURVEY CONTROL
 AW2768
 AW2768  NGVD 29 (??/??/92)    7.307  (m)           23.97   (f) ADJ UNCH    1 2
 AW2768
 AW2768.Superseded values are not recommended for survey control.
 AW2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2768.See file dsdata.txt to determine how the superseded data were derived.
 AW2768
 AW2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN528965(NAD 83)
 AW2768_MARKER: DB = BENCH MARK DISK
 AW2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2768_STAMPING: M 1012 1953
 AW2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2768+STABILITY: SURFACE MOTION
 AW2768
 AW2768  HISTORY     - Date     Condition        Report By
 AW2768  HISTORY     - 1953     MONUMENTED       CGS
 AW2768  HISTORY     - 1959     GOOD             NGS
 AW2768  HISTORY     - 19881215 MARK NOT FOUND   USPSQD
 AW2768  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 AW2768  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2768  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2768
 AW2768                          STATION DESCRIPTION
 AW2768
 AW2768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2768'4.05 MI E FROM MONROE CITY.
 AW2768'ABOUT 4.05 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POSTOFFICE AT
 AW2768'MONROE CITY, ABOUT 0.1 MILE EAST OF A SHELL ROAD LEADING NORTH TO A
 AW2768'BARN AND STOCK PENS, 85 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 AW2768'HIGHWAY, 84 FEET WEST OF A POWER POLE, 26 FEET EAST OF A PRIVATE ROAD
 AW2768'LEADING SOUTH, 1.7 FEET NORTH OF A FENCE, 1 FOOT NORTH OF A METAL
 AW2768'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 AW2768'CONCRETE POST PROJECTING 4 INCHES.
 AW2768
 AW2768                          STATION RECOVERY (1988)
 AW2768
 AW2768'RECOVERY NOTE BY US POWER SQUADRON 1988 (JV)
 AW2768'MARK NOT FOUND.
 AW2768
 AW2768                          STATION RECOVERY (1996)
 AW2768
 AW2768'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2768'MARK NOT FOUND.
 AW2768
 AW2768                          STATION RECOVERY (2001)
 AW2768
 AW2768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2768'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2768
 AW2768                          STATION RECOVERY (2004)
 AW2768
 AW2768'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1490 ***********************************************************************
 AW1490  DESIGNATION -  M 1013
 AW1490  PID         -  AW1490
 AW1490  STATE/COUNTY-  TX/CHAMBERS
 AW1490  USGS QUAD   -  COVE (1993)
 AW1490
 AW1490                         *CURRENT SURVEY CONTROL
 AW1490  ___________________________________________________________________
 AW1490* NAD 83(1986)-  29 48 02.     (N)    094 50 45.     (W)     SCALED    
 AW1490* NAVD 88     -         8.67   (+/-2cm)      28.4    (feet)  VERTCON   
 AW1490  ___________________________________________________________________
 AW1490  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW1490
 AW1490  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1490
 AW1490.The horizontal coordinates were scaled from a topographic map and have
 AW1490.an estimated accuracy of +/- 6 seconds.
 AW1490
 AW1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1490.The vertical order pertains to the NGVD 29 superseded value.
 AW1490
 AW1490.The geoid height was determined by GEOID03.
 AW1490
 AW1490;                    North         East    Units  Estimated Accuracy
 AW1490;SPC TXSC     - 4,225,150.    1,001,490.      MT  (+/- 180 meters Scaled)
 AW1490
 AW1490                          SUPERSEDED SURVEY CONTROL
 AW1490
 AW1490  NGVD 29 (??/??/92)    8.669  (m)           28.44   (f) ADJ UNCH    1 2
 AW1490
 AW1490.Superseded values are not recommended for survey control.
 AW1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1490.See file dsdata.txt to determine how the superseded data were derived.
 AW1490
 AW1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN216981(NAD 83)
 AW1490_MARKER: DB = BENCH MARK DISK
 AW1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1490_STAMPING: M 1013 1953
 AW1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1490+STABILITY: SURFACE MOTION
 AW1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1490+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 AW1490
 AW1490  HISTORY     - Date     Condition        Report By
 AW1490  HISTORY     - 1953     MONUMENTED       CGS
 AW1490  HISTORY     - 1973     GOOD             NGS
 AW1490  HISTORY     - 1978     GOOD             NGS
 AW1490  HISTORY     - 1988     GOOD             USPSQD
 AW1490  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1490  HISTORY     - 1990     GOOD             USPSQD
 AW1490  HISTORY     - 19960921 GOOD             USPSQD
 AW1490  HISTORY     - 20010331 GOOD             NGS
 AW1490  HISTORY     - 20031231 GOOD             USPSQD
 AW1490
 AW1490                          STATION DESCRIPTION
 AW1490
 AW1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1490'3.4 MI SW FROM COVE.
 AW1490'ABOUT 3.4 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW1490'HIGHWAY 10 OVERPASS AT COVE, ABOUT 211 FEET SOUTH OF THE CENTER LINE
 AW1490'OF THE FARM ROAD, 22 FEET EAST OF THE CENTER LINE OF A SHELL ROAD
 AW1490'LEADING SOUTH, 67 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 AW1490'18 FEET NORTH OF A POWER POLE BEARING TWO TRANSFORMERS AND A LIGHT,
 AW1490'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AW1490'FLUSH WITH THE GROUND.
 AW1490
 AW1490                          STATION RECOVERY (1978)
 AW1490
 AW1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1490'RECOVERED IN GOOD CONDITION.
 AW1490
 AW1490                          STATION RECOVERY (1988)
 AW1490
 AW1490'RECOVERY NOTE BY US POWER SQUADRON 1988 (HR)
 AW1490'RECOVERED IN GOOD CONDITION.
 AW1490
 AW1490                          STATION RECOVERY (1988)
 AW1490
 AW1490'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1490'MARK NOT FOUND.
 AW1490
 AW1490                          STATION RECOVERY (1990)
 AW1490
 AW1490'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1490'RECOVERED IN GOOD CONDITION.
 AW1490
 AW1490                          STATION RECOVERY (1996)
 AW1490
 AW1490'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1490'RECOVERED IN GOOD CONDITION.
 AW1490
 AW1490                          STATION RECOVERY (2001)
 AW1490
 AW1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1490'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1490
 AW1490                          STATION RECOVERY (2003)
 AW1490
 AW1490'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2437 ***********************************************************************
 AW2437  DESIGNATION -  M 1014
 AW2437  PID         -  AW2437
 AW2437  STATE/COUNTY-  TX/JEFFERSON
 AW2437  USGS QUAD   -  SOUTH OF STAR LAKE (1994)
 AW2437
 AW2437                         *CURRENT SURVEY CONTROL
 AW2437  ___________________________________________________________________
 AW2437* NAD 83(1986)-  29 36 21.     (N)    094 14 17.     (W)     SCALED    
 AW2437* NAVD 88     -         1.67   (+/-2cm)       5.5    (feet)  VERTCON   
 AW2437  ___________________________________________________________________
 AW2437  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW2437
 AW2437  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2437
 AW2437.The horizontal coordinates were scaled from a topographic map and have
 AW2437.an estimated accuracy of +/- 6 seconds.
 AW2437
 AW2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2437.The vertical order pertains to the NGVD 29 superseded value.
 AW2437
 AW2437.The geoid height was determined by GEOID03.
 AW2437
 AW2437;                    North         East    Units  Estimated Accuracy
 AW2437;SPC TXSC     - 4,205,830.    1,061,080.      MT  (+/- 180 meters Scaled)
 AW2437
 AW2437                          SUPERSEDED SURVEY CONTROL
 AW2437
 AW2437  NGVD 29 (??/??/92)    1.666  (m)            5.47   (f) ADJ UNCH    1 2
 AW2437
 AW2437.Superseded values are not recommended for survey control.
 AW2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2437.See file dsdata.txt to determine how the superseded data were derived.
 AW2437
 AW2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN801757(NAD 83)
 AW2437_MARKER: DB = BENCH MARK DISK
 AW2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2437_STAMPING: M 1014 1953
 AW2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2437+STABILITY: SURFACE MOTION
 AW2437
 AW2437  HISTORY     - Date     Condition        Report By
 AW2437  HISTORY     - 1953     MONUMENTED       CGS
 AW2437  HISTORY     - 1962     GOOD             NGS
 AW2437  HISTORY     - 1963     GOOD             NGS
 AW2437  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2437
 AW2437                          STATION DESCRIPTION
 AW2437
 AW2437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AW2437'10.9 MI NE FROM HIGH ISLAND.
 AW2437'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2437'IN HIGH ISLAND, THENCE ABOUT 10.0 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2437'87, 104 FEET SOUTHEAST OF THE CENTER LINE OF THE NEW HIGHWAY STATE 87,
 AW2437'AND IS AT THE HIGH WATER LINE OF THE GULF, 6 FEET SOUTHEAST OF THE
 AW2437'SOUTHEAST HIGHWAY RIGHT-OF-WAY LINE.  THE BENCH MARK PROJECTS 2 FEET
 AW2437'ABOVE THE SAND.
 AW2437
 AW2437                          STATION RECOVERY (1963)
 AW2437
 AW2437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW2437'RECOVERED IN GOOD CONDITION.
 AW2437
 AW2437                          STATION RECOVERY (2002)
 AW2437
 AW2437'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0480 ***********************************************************************
 AV0480  DESIGNATION -  M 1015
 AV0480  PID         -  AV0480
 AV0480  STATE/COUNTY-  TX/JEFFERSON
 AV0480  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0480
 AV0480                         *CURRENT SURVEY CONTROL
 AV0480  ___________________________________________________________________
 AV0480* NAD 83(1986)-  29 48 12.     (N)    093 57 21.     (W)     SCALED    
 AV0480* NAVD 88     -         0.96   (+/-2cm)       3.1    (feet)  VERTCON   
 AV0480  ___________________________________________________________________
 AV0480  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AV0480
 AV0480  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0480
 AV0480.The horizontal coordinates were scaled from a topographic map and have
 AV0480.an estimated accuracy of +/- 6 seconds.
 AV0480
 AV0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0480.The vertical order pertains to the NGVD 29 superseded value.
 AV0480
 AV0480.The geoid height was determined by GEOID03.
 AV0480
 AV0480;                    North         East    Units  Estimated Accuracy
 AV0480;SPC TXSC     - 4,228,840.    1,087,450.      MT  (+/- 180 meters Scaled)
 AV0480
 AV0480                          SUPERSEDED SURVEY CONTROL
 AV0480
 AV0480  NGVD 29 (??/??/??)    0.953  (m)            3.13   (f) ADJUSTED    1 2
 AV0480
 AV0480.Superseded values are not recommended for survey control.
 AV0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0480.See file dsdata.txt to determine how the superseded data were derived.
 AV0480
 AV0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN076973(NAD 83)
 AV0480_MARKER: DB = BENCH MARK DISK
 AV0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0480_SP_SET: CULVERT
 AV0480_STAMPING: M 1015 1953
 AV0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0480
 AV0480  HISTORY     - Date     Condition        Report By
 AV0480  HISTORY     - 1953     MONUMENTED       CGS
 AV0480  HISTORY     - 1959     GOOD             CGS
 AV0480  HISTORY     - 1988     GOOD             USPSQD
 AV0480  HISTORY     - 1989     GOOD             USPSQD
 AV0480  HISTORY     - 1989     GOOD             USPSQD
 AV0480  HISTORY     - 1990     GOOD             USPSQD
 AV0480  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0480  HISTORY     - 19940419 GOOD             USPSQD
 AV0480  HISTORY     - 20001231 GOOD             NGS
 AV0480  HISTORY     - 20010331 GOOD             NGS
 AV0480
 AV0480                          STATION DESCRIPTION
 AV0480
 AV0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0480'3.65 MI SE FROM WEST PORT ARTHUR.
 AV0480'ABOUT 3.65 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND
 AV0480'NEW ORLEANS RAILROAD STATION AT WEST PORT ARTHUR, 22 FEET NORTHEAST OF
 AV0480'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTHWEST END OF THE
 AV0480'NORTHEAST HEAD WALL OF A CONCRETE CULVERT, AND ABOUT 1 FOOT BELOW THE
 AV0480'LEVEL OF THE HIGHWAY.
 AV0480
 AV0480                          STATION RECOVERY (1988)
 AV0480
 AV0480'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBW)
 AV0480'RECOVERED IN GOOD CONDITION.
 AV0480
 AV0480                          STATION RECOVERY (1989)
 AV0480
 AV0480'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0480'RECOVERED IN GOOD CONDITION.
 AV0480
 AV0480                          STATION RECOVERY (1989)
 AV0480
 AV0480'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0480'RECOVERED IN GOOD CONDITION.
 AV0480
 AV0480                          STATION RECOVERY (1990)
 AV0480
 AV0480'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0480'RECOVERED IN GOOD CONDITION.
 AV0480
 AV0480                          STATION RECOVERY (1993)
 AV0480
 AV0480'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0480'MARK NOT FOUND.
 AV0480
 AV0480                          STATION RECOVERY (1994)
 AV0480
 AV0480'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0480'RECOVERED IN GOOD CONDITION.
 AV0480
 AV0480                          STATION RECOVERY (2000)
 AV0480
 AV0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0480'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0480
 AV0480                          STATION RECOVERY (2001)
 AV0480
 AV0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0480'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0469 ***********************************************************************
 AV0469  DESIGNATION -  M 1016
 AV0469  PID         -  AV0469
 AV0469  STATE/COUNTY-  TX/JEFFERSON
 AV0469  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0469
 AV0469                         *CURRENT SURVEY CONTROL
 AV0469  ___________________________________________________________________
 AV0469* NAD 83(1986)-  29 51 52.     (N)    093 58 58.     (W)     SCALED    
 AV0469* NAVD 88     -         2.19   (+/-2cm)       7.2    (feet)  VERTCON   
 AV0469  ___________________________________________________________________
 AV0469  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AV0469
 AV0469  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0469
 AV0469.The horizontal coordinates were scaled from a topographic map and have
 AV0469.an estimated accuracy of +/- 6 seconds.
 AV0469
 AV0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0469.The vertical order pertains to the NGVD 29 superseded value.
 AV0469
 AV0469.The geoid height was determined by GEOID03.
 AV0469
 AV0469;                    North         East    Units  Estimated Accuracy
 AV0469;SPC TXSC     - 4,235,500.    1,084,560.      MT  (+/- 180 meters Scaled)
 AV0469
 AV0469                          SUPERSEDED SURVEY CONTROL
 AV0469
 AV0469  NGVD 29 (??/??/??)    2.179  (m)            7.15   (f) ADJUSTED    1 2
 AV0469
 AV0469.Superseded values are not recommended for survey control.
 AV0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0469.See file dsdata.txt to determine how the superseded data were derived.
 AV0469
 AV0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP050041(NAD 83)
 AV0469_MARKER: DB = BENCH MARK DISK
 AV0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0469_SP_SET: FLOOD GATE
 AV0469_STAMPING: M 1016 1954
 AV0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0469
 AV0469  HISTORY     - Date     Condition        Report By
 AV0469  HISTORY     - 1954     MONUMENTED       CGS
 AV0469  HISTORY     - 1959     GOOD             CGS
 AV0469  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0469  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 AV0469  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0469  HISTORY     - 20020128 MARK NOT FOUND   NGS
 AV0469  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0469
 AV0469                          STATION DESCRIPTION
 AV0469
 AV0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0469'1.1 MI NW FROM WEST PORT ARTHUR.
 AV0469'ABOUT 1.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AV0469'FROM THE STATION AT WEST PORT ARTHUR, 8 POLES NORTHWEST OF MILEPOST
 AV0469'13, 106 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF THE
 AV0469'NORTHWEST END OF A LARGE CONCRETE FLOOD GATE ACROSS A CANAL, AND ABOUT
 AV0469'LEVEL WITH THE TRACKS.
 AV0469
 AV0469                          STATION RECOVERY (1989)
 AV0469
 AV0469'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0469'MARK NOT FOUND.
 AV0469
 AV0469                          STATION RECOVERY (1997)
 AV0469
 AV0469'RECOVERY NOTE BY US POWER SQUADRON 1997
 AV0469'MARK NOT FOUND.
 AV0469
 AV0469                          STATION RECOVERY (2001)
 AV0469
 AV0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0469'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0469
 AV0469                          STATION RECOVERY (2002)
 AV0469
 AV0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AV0469'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0469
 AV0469                          STATION RECOVERY (2002)
 AV0469
 AV0469'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0273 ***********************************************************************
 BL0273  DESIGNATION -  M 1017
 BL0273  PID         -  BL0273
 BL0273  STATE/COUNTY-  TX/JEFFERSON
 BL0273  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0273
 BL0273                         *CURRENT SURVEY CONTROL
 BL0273  ___________________________________________________________________
 BL0273* NAD 83(1986)-  30 03 07.     (N)    094 07 59.     (W)     SCALED    
 BL0273* NAVD 88     -         5.89   (+/-2cm)      19.3    (feet)  VERTCON   
 BL0273  ___________________________________________________________________
 BL0273  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0273
 BL0273  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0273
 BL0273.The horizontal coordinates were scaled from a topographic map and have
 BL0273.an estimated accuracy of +/- 6 seconds.
 BL0273
 BL0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0273.The vertical order pertains to the NGVD 29 superseded value.
 BL0273
 BL0273.The geoid height was determined by GEOID03.
 BL0273
 BL0273;                    North         East    Units  Estimated Accuracy
 BL0273;SPC TXSC     - 4,255,650.    1,069,190.      MT  (+/- 180 meters Scaled)
 BL0273
 BL0273                          SUPERSEDED SURVEY CONTROL
 BL0273
 BL0273  NGVD 29 (??/??/92)    5.908  (m)           19.38   (f) ADJ UNCH    1 2
 BL0273
 BL0273.Superseded values are not recommended for survey control.
 BL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0273.See file dsdata.txt to determine how the superseded data were derived.
 BL0273
 BL0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP907250(NAD 83)
 BL0273_MARKER: DB = BENCH MARK DISK
 BL0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0273_SP_SET: BUILDING
 BL0273_STAMPING: M 1017 1954
 BL0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0273+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2004
 BL0273
 BL0273  HISTORY     - Date     Condition        Report By
 BL0273  HISTORY     - 1954     MONUMENTED       CGS
 BL0273  HISTORY     - 1958     GOOD             NGS
 BL0273  HISTORY     - 1988     GOOD             USPSQD
 BL0273  HISTORY     - 19890221 GOOD             USPSQD
 BL0273  HISTORY     - 19930127 GOOD             USPSQD
 BL0273  HISTORY     - 19940906 GOOD             USPSQD
 BL0273  HISTORY     - 20010331 GOOD             NGS
 BL0273  HISTORY     - 20020128 GOOD             NGS
 BL0273  HISTORY     - 20041031 GOOD             USPSQD
 BL0273
 BL0273                          STATION DESCRIPTION
 BL0273
 BL0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BL0273'2.95 MI SW FROM BEAUMONT.
 BL0273'0.5 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0273'STATION AT BEAUMONT, THENCE ABOUT 0.3 MILE SOUTH ALONG THE TEXAS AND
 BL0273'NEW ORLEANS RAILROAD, THENCE ABOUT 2.15 MILES SOUTHWEST ALONG THE
 BL0273'GULF, COLORADO AND SANTA FE RAILROAD, 119 FEET SOUTHEAST OF THE
 BL0273'SOUTHEAST RAIL OF THE MAIN TRACK, SET VERTICALLY IN THE WEST FACE OF
 BL0273'THE ZUMME MEAT COMPANY BUILDING, 1 1/2 FEET SOUTH OF THE NORTHWEST
 BL0273'CORNER, AND ABOUT 2 FEET ABOVE THE GROUND.
 BL0273
 BL0273                          STATION RECOVERY (1988)
 BL0273
 BL0273'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0273'RECOVERED IN GOOD CONDITION.
 BL0273
 BL0273                          STATION RECOVERY (1989)
 BL0273
 BL0273'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0273'RECOVERED IN GOOD CONDITION.
 BL0273
 BL0273                          STATION RECOVERY (1993)
 BL0273
 BL0273'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0273'RECOVERED IN GOOD CONDITION.
 BL0273
 BL0273                          STATION RECOVERY (1994)
 BL0273
 BL0273'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0273'RECOVERED IN GOOD CONDITION.
 BL0273
 BL0273                          STATION RECOVERY (2001)
 BL0273
 BL0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0273'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0273
 BL0273                          STATION RECOVERY (2002)
 BL0273
 BL0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0273'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0273
 BL0273                          STATION RECOVERY (2004)
 BL0273
 BL0273'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0306 ***********************************************************************
 BL0306  DESIGNATION -  M 1018
 BL0306  PID         -  BL0306
 BL0306  STATE/COUNTY-  TX/JEFFERSON
 BL0306  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0306
 BL0306                         *CURRENT SURVEY CONTROL
 BL0306  ___________________________________________________________________
 BL0306* NAD 83(1986)-  30 06 21.     (N)    094 08 01.     (W)     SCALED    
 BL0306* NAVD 88     -         9.31   (+/-2cm)      30.5    (feet)  VERTCON   
 BL0306  ___________________________________________________________________
 BL0306  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0306
 BL0306  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0306
 BL0306.The horizontal coordinates were scaled from a topographic map and have
 BL0306.an estimated accuracy of +/- 6 seconds.
 BL0306
 BL0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0306.The vertical order pertains to the NGVD 29 superseded value.
 BL0306
 BL0306.The geoid height was determined by GEOID03.
 BL0306
 BL0306;                    North         East    Units  Estimated Accuracy
 BL0306;SPC TXSC     - 4,261,620.    1,068,880.      MT  (+/- 180 meters Scaled)
 BL0306
 BL0306                          SUPERSEDED SURVEY CONTROL
 BL0306
 BL0306  NGVD 29 (??/??/92)    9.320  (m)           30.58   (f) ADJ UNCH    1 2
 BL0306
 BL0306.Superseded values are not recommended for survey control.
 BL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0306.See file dsdata.txt to determine how the superseded data were derived.
 BL0306
 BL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP907310(NAD 83)
 BL0306_MARKER: DB = BENCH MARK DISK
 BL0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0306_SP_SET: CULVERT
 BL0306_STAMPING: M 1018 1954
 BL0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0306
 BL0306  HISTORY     - Date     Condition        Report By
 BL0306  HISTORY     - 1954     MONUMENTED       CGS
 BL0306  HISTORY     - 19890828 MARK NOT FOUND   USPSQD
 BL0306  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL0306  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 BL0306  HISTORY     - 19940724 MARK NOT FOUND   USPSQD
 BL0306  HISTORY     - 20001231 MARK NOT FOUND   NGS
 BL0306  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0306  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 BL0306
 BL0306                          STATION DESCRIPTION
 BL0306
 BL0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL0306'3.0 MI NW FROM BEAUMONT.
 BL0306'0.45 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0306'STATION AT BEAUMONT, THENCE 2.55 MILES NORTHWEST ALONG THE TEXAS AND
 BL0306'NEW ORLEANS RAILROAD, AT THE CROSSING OF WEST BLACKMON LANE, 82 FEET
 BL0306'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 69, 96 AND 287, 37.O FEET
 BL0306'SOUTHWEST OF THE SOUTHWEST RAIL, 25.4 FEET NORTHWEST OF THE CENTER
 BL0306'LINE OF WEST BLACKMON LANE, SET IN THE TOP OF THE NORTHEAST END OF THE
 BL0306'NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER WEST BLACKMON LANE.
 BL0306
 BL0306                          STATION RECOVERY (1989)
 BL0306
 BL0306'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0306'MARK NOT FOUND.
 BL0306
 BL0306                          STATION RECOVERY (1991)
 BL0306
 BL0306'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0306'MARK NOT FOUND.
 BL0306
 BL0306                          STATION RECOVERY (1993)
 BL0306
 BL0306'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0306'MARK NOT FOUND.
 BL0306
 BL0306                          STATION RECOVERY (1994)
 BL0306
 BL0306'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0306'MARK NOT FOUND.
 BL0306
 BL0306                          STATION RECOVERY (2000)
 BL0306
 BL0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0306'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0306
 BL0306                          STATION RECOVERY (2001)
 BL0306
 BL0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0306
 BL0306                          STATION RECOVERY (2002)
 BL0306
 BL0306'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3452 ***********************************************************************
 AW3452  DESIGNATION -  M 1019
 AW3452  PID         -  AW3452
 AW3452  STATE/COUNTY-  TX/HARRIS
 AW3452  USGS QUAD   -  HIGHLANDS (1995)
 AW3452
 AW3452                         *CURRENT SURVEY CONTROL
 AW3452  ___________________________________________________________________
 AW3452* NAD 83(1986)-  29 49 38.     (N)    095 03 25.     (W)     SCALED    
 AW3452* NAVD 88     -        12.53   (+/-2cm)      41.1    (feet)  VERTCON   
 AW3452  ___________________________________________________________________
 AW3452  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW3452
 AW3452  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3452
 AW3452.The horizontal coordinates were scaled from a topographic map and have
 AW3452.an estimated accuracy of +/- 6 seconds.
 AW3452
 AW3452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3452.The vertical order pertains to the NGVD 29 superseded value.
 AW3452
 AW3452.The geoid height was determined by GEOID03.
 AW3452
 AW3452;                    North         East    Units  Estimated Accuracy
 AW3452;SPC TXSC     - 4,227,400.      981,000.      MT  (+/- 180 meters Scaled)
 AW3452
 AW3452                          SUPERSEDED SURVEY CONTROL
 AW3452
 AW3452  NGVD 29 (??/??/92)   12.528  (m)           41.10   (f) ADJ UNCH    1 2
 AW3452
 AW3452.Superseded values are not recommended for survey control.
 AW3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3452.See file dsdata.txt to determine how the superseded data were derived.
 AW3452
 AW3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP012014(NAD 83)
 AW3452_MARKER: DB = BENCH MARK DISK
 AW3452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3452_SP_SET: CULVERT
 AW3452_STAMPING: M 1019 1954
 AW3452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3452
 AW3452  HISTORY     - Date     Condition        Report By
 AW3452  HISTORY     - 1954     MONUMENTED       CGS
 AW3452  HISTORY     - 1963     GOOD             NGS
 AW3452  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW3452  HISTORY     - 19870120 GOOD             USPSQD
 AW3452  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW3452
 AW3452                          STATION DESCRIPTION
 AW3452
 AW3452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3452'0.7 MI N FROM HIGHLANDS.
 AW3452'ABOUT 0.7 MILE NORTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST
 AW3452'OFFICE AT HIGHLANDS, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 97
 AW3452'FEET NORTH OF THE CENTER LINE OF EAST CANAL ROAD, 62 1/2 FEET EAST OF
 AW3452'J 659, SET IN THE TOP OF THE NORTHEAST CONCRETE WING WALL OF THE EAST
 AW3452'CONCRETE HEAD WALL OF A CULVERT.  NOTE-- A PORTION OF THE CULVERT HAS
 AW3452'BEEN REMOVED AND ONLY THE WING WALL PORTION REMAINS.
 AW3452
 AW3452                          STATION RECOVERY (1972)
 AW3452
 AW3452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW3452'MARK NOT FOUND.
 AW3452
 AW3452                          STATION RECOVERY (1987)
 AW3452
 AW3452'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW3452'RECOVERED IN GOOD CONDITION.
 AW3452
 AW3452                          STATION RECOVERY (2004)
 AW3452
 AW3452'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0549 ***********************************************************************
 BY0549  DESIGNATION -  M 102
 BY0549  PID         -  BY0549
 BY0549  STATE/COUNTY-  TX/JASPER
 BY0549  USGS QUAD   -  EBENEZER (1984)
 BY0549
 BY0549                         *CURRENT SURVEY CONTROL
 BY0549  ___________________________________________________________________
 BY0549* NAD 83(1986)-  31 05 05.     (N)    094 11 01.     (W)     SCALED    
 BY0549* NAVD 88     -        97.67   (+/-2cm)     320.4    (feet)  VERTCON   
 BY0549  ___________________________________________________________________
 BY0549  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BY0549
 BY0549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0549
 BY0549.The horizontal coordinates were scaled from a topographic map and have
 BY0549.an estimated accuracy of +/- 6 seconds.
 BY0549
 BY0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0549.The vertical order pertains to the NGVD 29 superseded value.
 BY0549
 BY0549.The geoid height was determined by GEOID03.
 BY0549
 BY0549;                    North         East    Units  Estimated Accuracy
 BY0549;SPC TX C     - 3,173,410.    1,286,440.      MT  (+/- 180 meters Scaled)
 BY0549
 BY0549                          SUPERSEDED SURVEY CONTROL
 BY0549
 BY0549  NGVD 29 (??/??/92)   97.683  (m)          320.48   (f) ADJ UNCH    2 0
 BY0549
 BY0549.Superseded values are not recommended for survey control.
 BY0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0549.See file dsdata.txt to determine how the superseded data were derived.
 BY0549
 BY0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ871395(NAD 83)
 BY0549_MARKER: DB = BENCH MARK DISK
 BY0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0549_STAMPING: M 102 1952
 BY0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0549+STABILITY: SURFACE MOTION
 BY0549
 BY0549  HISTORY     - Date     Condition        Report By
 BY0549  HISTORY     - 1952     MONUMENTED       CGS
 BY0549  HISTORY     - 1979     GOOD             USGS
 BY0549
 BY0549                          STATION DESCRIPTION
 BY0549
 BY0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0549'21.5 MI NW FROM JASPER.
 BY0549'20.5 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0549'JASPER, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, ON TOP OF A
 BY0549'HILL, 0.15 MILE SOUTHEAST OF A JUNCTION WITH A WOODS ROAD LEADING
 BY0549'NORTH, 88 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 46.6 FEET
 BY0549'NORTHEAST OF A 6 INCH PINE TREE, 1 FOOT SOUTHEAST OF A WITNESS POST,
 BY0549'1.0 MILE EAST OF BENCH MARK Y 492, SET IN THE TOP OF A CONCRETE POST
 BY0549'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0549
 BY0549                          STATION RECOVERY (1979)
 BY0549
 BY0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0549'1.5 MILES W ALONG HWYS 190 AND 63 FROM JCT OF HWYS 190, 63 AND 96 AT
 BY0549'S EDGE OF JASPER, THENCE 12.8 MILES NW ALONG HWY 63 TO JCT OF HWY 63
 BY0549'AND 255R, THENCE 2.5 MILES NE ALONG HWY 255R, THENCE 1.7 MILES NW
 BY0549'ALONG PAVED ROAD, THENCE 2.35 MILES WESTERLY ALONG GRADED ROAD, ON
 BY0549'TOP OF A HILL, 740 FT SE OF A ROAD JCT, 88 FT NE OF CENTERLINE ROAD,
 BY0549'1 FT SE OF A WITNESS POST, 1.0 MILE E OF BM Y-492, SET IN THE TOP OF
 BY0549'A CONCRETE POST PROJECTING 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0837 ***********************************************************************
 AW0837  DESIGNATION -  M 1020
 AW0837  PID         -  AW0837
 AW0837  STATE/COUNTY-  TX/HARRIS
 AW0837  USGS QUAD   -  HARMASTON (1982)
 AW0837
 AW0837                         *CURRENT SURVEY CONTROL
 AW0837  ___________________________________________________________________
 AW0837* NAD 83(1986)-  29 58 04.     (N)    095 10 03.     (W)     SCALED    
 AW0837* NAVD 88     -        19.667  (meters)      64.52   (feet)  ADJUSTED  
 AW0837  ___________________________________________________________________
 AW0837  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW0837  DYNAMIC HT  -          19.640 (meters)      64.44  (feet)  COMP
 AW0837  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 AW0837
 AW0837  VERT ORDER  -  FIRST     CLASS II
 AW0837
 AW0837.The horizontal coordinates were scaled from a topographic map and have
 AW0837.an estimated accuracy of +/- 6 seconds.
 AW0837
 AW0837.The orthometric height was determined by differential leveling
 AW0837.and adjusted by the National Geodetic Survey in June 1991..
 AW0837
 AW0837.The geoid height was determined by GEOID03.
 AW0837
 AW0837.The dynamic height is computed by dividing the NAVD 88
 AW0837.geopotential number by the normal gravity value computed on the
 AW0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0837.degrees latitude (g = 980.6199 gals.).
 AW0837
 AW0837.The modeled gravity was interpolated from observed gravity values.
 AW0837
 AW0837;                    North         East    Units  Estimated Accuracy
 AW0837;SPC TXSC     - 4,242,620.      969,810.      MT  (+/- 180 meters Scaled)
 AW0837
 AW0837                          SUPERSEDED SURVEY CONTROL
 AW0837
 AW0837  NGVD 29 (12/23/87)   19.665  (m)           64.52   (f) ADJUSTED    1 2
 AW0837
 AW0837.Superseded values are not recommended for survey control.
 AW0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0837.See file dsdata.txt to determine how the superseded data were derived.
 AW0837
 AW0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP908171(NAD 83)
 AW0837_MARKER: DB = BENCH MARK DISK
 AW0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0837_SP_SET: CONCRETE POST
 AW0837_STAMPING: M 1020 1954
 AW0837_MARK LOGO: CGS   
 AW0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0837+STABILITY: SURFACE MOTION
 AW0837
 AW0837  HISTORY     - Date     Condition        Report By
 AW0837  HISTORY     - 1954     MONUMENTED       CGS
 AW0837  HISTORY     - 1973     GOOD             NGS
 AW0837  HISTORY     - 1978     GOOD             NGS
 AW0837  HISTORY     - 1987     GOOD             NGS
 AW0837
 AW0837                          STATION DESCRIPTION
 AW0837
 AW0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0837'6.85 MI SW FROM HUFFMAN.
 AW0837'ABOUT 1.4 MILES SOUTH ALONG FARM ROAD 2100 FROM THE POST OFFICE AT
 AW0837'HUFFMAN, THENCE 0.9 MILE WEST ALONG ATASCOCITA ROAD, THENCE 4.55 MILES
 AW0837'SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD,  0.25 MILE NORTHEAST OF
 AW0837'MILEPOST 392, 0.25 MILE SOUTHWEST OF RAILROAD BRIDGE 392.3, 50 FEET
 AW0837'SOUTHEAST OF THE SOUTHEAST RAIL, 32 FEET EAST OF A TELEPHONE POLE, 3
 AW0837'FEET SOUTHEAST OF A FENCE LINE, 3 FEET SOUTHEAST OF A METAL WITNESS
 AW0837'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 AW0837'THE LEVEL OF THE GROUND.
 AW0837
 AW0837                          STATION RECOVERY (1978)
 AW0837
 AW0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0837'RECOVERED IN GOOD CONDITION.
 AW0837
 AW0837                          STATION RECOVERY (1987)
 AW0837
 AW0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0837'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--24.5 M
 AW0837'(80.4 FT) EAST OF UNDERGROUND CABLE WARNING POST NUMBER 39210.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0044 ***********************************************************************
 CR0044  DESIGNATION -  M 1021
 CR0044  PID         -  CR0044
 CR0044  STATE/COUNTY-  TX/HARRISON
 CR0044  USGS QUAD   -  LATEX (1978)
 CR0044
 CR0044                         *CURRENT SURVEY CONTROL
 CR0044  ___________________________________________________________________
 CR0044* NAD 83(1986)-  32 30 58.     (N)    094 04 05.     (W)     SCALED    
 CR0044* NAVD 88     -        71.768  (meters)     235.46   (feet)  ADJUSTED  
 CR0044  ___________________________________________________________________
 CR0044  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0044  DYNAMIC HT  -          71.687 (meters)     235.19  (feet)  COMP
 CR0044  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 CR0044
 CR0044  VERT ORDER  -  FIRST     CLASS II
 CR0044
 CR0044.The horizontal coordinates were scaled from a topographic map and have
 CR0044.an estimated accuracy of +/- 6 seconds.
 CR0044
 CR0044.The orthometric height was determined by differential leveling
 CR0044.and adjusted by the National Geodetic Survey in June 1991..
 CR0044
 CR0044.The geoid height was determined by GEOID03.
 CR0044
 CR0044.The dynamic height is computed by dividing the NAVD 88
 CR0044.geopotential number by the normal gravity value computed on the
 CR0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0044.degrees latitude (g = 980.6199 gals.).
 CR0044
 CR0044.The modeled gravity was interpolated from observed gravity values.
 CR0044
 CR0044;                    North         East    Units  Estimated Accuracy
 CR0044;SPC TXNC     - 2,102,980.    1,016,270.      MT  (+/- 180 meters Scaled)
 CR0044
 CR0044                          SUPERSEDED SURVEY CONTROL
 CR0044
 CR0044  NGVD 29 (??/??/92)   71.836  (m)          235.68   (f) ADJ UNCH    1 2
 CR0044
 CR0044.Superseded values are not recommended for survey control.
 CR0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0044.See file dsdata.txt to determine how the superseded data were derived.
 CR0044
 CR0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR996981(NAD 83)
 CR0044_MARKER: DB = BENCH MARK DISK
 CR0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0044_STAMPING: M 1021 1954
 CR0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0044+STABILITY: SURFACE MOTION
 CR0044
 CR0044  HISTORY     - Date     Condition        Report By
 CR0044  HISTORY     - 1954     MONUMENTED       CGS
 CR0044  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0044
 CR0044                          STATION DESCRIPTION
 CR0044
 CR0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0044'2.45 MI NW FROM WASKOM.
 CR0044'2.45 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0044'THE STATION AT WASKOM, AT A PRIVATE ROAD CROSSING, 45 FEET WEST OF THE
 CR0044'WEST RAIL, 25 FEET NORTH OF THE CENTER LINE OF A PRIVATE DIRT ROAD, 9
 CR0044'FEET WEST OF A TELEPHONE POLE, 2.8 FEET EAST OF A FENCE, 1.5 FEET
 CR0044'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0044'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CR0044
 CR0044                          STATION RECOVERY (1998)
 CR0044
 CR0044'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0018 ***********************************************************************
 CR0018  DESIGNATION -  M 1022
 CR0018  PID         -  CR0018
 CR0018  STATE/COUNTY-  TX/MARION
 CR0018  USGS QUAD   -  WOODLAWN (1978)
 CR0018
 CR0018                         *CURRENT SURVEY CONTROL
 CR0018  ___________________________________________________________________
 CR0018* NAD 83(1986)-  32 44 47.     (N)    094 18 11.     (W)     SCALED    
 CR0018* NAVD 88     -        67.227  (meters)     220.56   (feet)  ADJUSTED  
 CR0018  ___________________________________________________________________
 CR0018  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0018  DYNAMIC HT  -          67.152 (meters)     220.31  (feet)  COMP
 CR0018  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CR0018
 CR0018  VERT ORDER  -  FIRST     CLASS II
 CR0018
 CR0018.The horizontal coordinates were scaled from a topographic map and have
 CR0018.an estimated accuracy of +/- 6 seconds.
 CR0018
 CR0018.The orthometric height was determined by differential leveling
 CR0018.and adjusted by the National Geodetic Survey in June 1991..
 CR0018
 CR0018.The geoid height was determined by GEOID03.
 CR0018
 CR0018.The dynamic height is computed by dividing the NAVD 88
 CR0018.geopotential number by the normal gravity value computed on the
 CR0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0018.degrees latitude (g = 980.6199 gals.).
 CR0018
 CR0018.The modeled gravity was interpolated from observed gravity values.
 CR0018
 CR0018;                    North         East    Units  Estimated Accuracy
 CR0018;SPC TXNC     - 2,127,590.      993,190.      MT  (+/- 180 meters Scaled)
 CR0018
 CR0018                          SUPERSEDED SURVEY CONTROL
 CR0018
 CR0018  NGVD 29 (??/??/92)   67.285  (m)          220.75   (f) ADJ UNCH    1 2
 CR0018
 CR0018.Superseded values are not recommended for survey control.
 CR0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0018.See file dsdata.txt to determine how the superseded data were derived.
 CR0018
 CR0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS779239(NAD 83)
 CR0018_MARKER: DB = BENCH MARK DISK
 CR0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0018_STAMPING: M 1022 1954
 CR0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0018+STABILITY: SURFACE MOTION
 CR0018
 CR0018  HISTORY     - Date     Condition        Report By
 CR0018  HISTORY     - 1954     MONUMENTED       CGS
 CR0018
 CR0018                          STATION DESCRIPTION
 CR0018
 CR0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0018'2.8 MI SE FROM JEFFERSON.
 CR0018'2.65 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0018'THE STATION AT JEFFERSON, THENCE 0.15 MILE SOUTHWEST, 14.2 FEET EAST
 CR0018'OF THE NORTHEAST CORNER OF THE ADMINISTRATION BUILDING AT THE CYPRESS
 CR0018'RIVER AIRPORT, 2.4 FEET EAST OF THE EAST END OF A SANDSTONE
 CR0018'BALUSTRADE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 CR0018'ABOVE THE GROUND.  75 FEET SOUTH OF A WIND SOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1411 ***********************************************************************
 BL1411  DESIGNATION -  M 1023
 BL1411  PID         -  BL1411
 BL1411  STATE/COUNTY-  TX/HARRIS
 BL1411  USGS QUAD   -  TOMBALL (1979)
 BL1411
 BL1411                         *CURRENT SURVEY CONTROL
 BL1411  ___________________________________________________________________
 BL1411* NAD 83(1986)-  30 05 26.     (N)    095 36 33.     (W)     SCALED    
 BL1411* NAVD 88     -        54.74   (+/-2cm)     179.6    (feet)  VERTCON   
 BL1411  ___________________________________________________________________
 BL1411  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1411
 BL1411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1411
 BL1411.The horizontal coordinates were scaled from a topographic map and have
 BL1411.an estimated accuracy of +/- 6 seconds.
 BL1411
 BL1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1411.The vertical order pertains to the NGVD 29 superseded value.
 BL1411
 BL1411.The geoid height was determined by GEOID03.
 BL1411
 BL1411;                    North         East    Units  Estimated Accuracy
 BL1411;SPC TXSC     - 4,254,910.      926,810.      MT  (+/- 180 meters Scaled)
 BL1411
 BL1411                          SUPERSEDED SURVEY CONTROL
 BL1411
 BL1411  NGVD 29 (??/??/92)   54.737  (m)          179.58   (f) ADJ UNCH    2 0
 BL1411
 BL1411.Superseded values are not recommended for survey control.
 BL1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1411.See file dsdata.txt to determine how the superseded data were derived.
 BL1411
 BL1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP485316(NAD 83)
 BL1411_MARKER: DB = BENCH MARK DISK
 BL1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1411_STAMPING: M 1023 1954
 BL1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1411+STABILITY: SURFACE MOTION
 BL1411
 BL1411  HISTORY     - Date     Condition        Report By
 BL1411  HISTORY     - 1954     MONUMENTED       CGS
 BL1411
 BL1411                          STATION DESCRIPTION
 BL1411
 BL1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1411'0.7 MI SE FROM TOMBALL.
 BL1411'0.7 MILE SOUTHEAST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM
 BL1411'THE STATION AT TOMBALL, 4 POLES NORTHWEST OF MILEPOST 84, AT THE
 BL1411'SOUTHEAST END OF THE SIDE TRACK, 43.5 FEET SOUTHWEST OF THE SOUTHWEST
 BL1411'RAIL OF THE MAIN TRACK, 8 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 BL1411'NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 BL1411'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0482 ***********************************************************************
 DM0482  DESIGNATION -  M 1024
 DM0482  PID         -  DM0482
 DM0482  STATE/COUNTY-  TX/HOPKINS
 DM0482  USGS QUAD   -  SULPHUR SPRINGS SE (1964)
 DM0482
 DM0482                         *CURRENT SURVEY CONTROL
 DM0482  ___________________________________________________________________
 DM0482* NAD 83(1986)-  33 07 09.     (N)    095 34 09.     (W)     SCALED    
 DM0482* NAVD 88     -       145.614  (meters)     477.74   (feet)  ADJUSTED  
 DM0482  ___________________________________________________________________
 DM0482  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DM0482  DYNAMIC HT  -         145.454 (meters)     477.21  (feet)  COMP
 DM0482  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 DM0482
 DM0482  VERT ORDER  -  FIRST     CLASS II
 DM0482
 DM0482.The horizontal coordinates were scaled from a topographic map and have
 DM0482.an estimated accuracy of +/- 6 seconds.
 DM0482
 DM0482.The orthometric height was determined by differential leveling
 DM0482.and adjusted by the National Geodetic Survey in June 1991..
 DM0482
 DM0482.The geoid height was determined by GEOID03.
 DM0482
 DM0482.The dynamic height is computed by dividing the NAVD 88
 DM0482.geopotential number by the normal gravity value computed on the
 DM0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0482.degrees latitude (g = 980.6199 gals.).
 DM0482
 DM0482.The modeled gravity was interpolated from observed gravity values.
 DM0482
 DM0482;                    North         East    Units  Estimated Accuracy
 DM0482;SPC TXNC     - 2,164,880.      873,460.      MT  (+/- 180 meters Scaled)
 DM0482
 DM0482                          SUPERSEDED SURVEY CONTROL
 DM0482
 DM0482  NGVD 29 (??/??/92)  145.614  (m)          477.74   (f) ADJ UNCH    1 2
 DM0482
 DM0482.Superseded values are not recommended for survey control.
 DM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0482.See file dsdata.txt to determine how the superseded data were derived.
 DM0482
 DM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS602674(NAD 83)
 DM0482_MARKER: DB = BENCH MARK DISK
 DM0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0482_STAMPING: M 1024 1954
 DM0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0482+STABILITY: SURFACE MOTION
 DM0482
 DM0482  HISTORY     - Date     Condition        Report By
 DM0482  HISTORY     - 1954     MONUMENTED       CGS
 DM0482  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 DM0482
 DM0482                          STATION DESCRIPTION
 DM0482
 DM0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0482'2.0 MI SE FROM SULPHUR SPRINGS.
 DM0482'2.0 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0482'STATION AT SULPHUR SPRINGS, 45.1 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DM0482'29 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A FENCE, 2 FEET
 DM0482'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DM0482'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- PROBABLY DESTROYED DURING
 DM0482'GRADING OF RIGHT-OF-WAY.  THERE IS A DIRT RIDGE APPROXIMATELY 3 FEET
 DM0482'DEEP ON THE SOUTH SIDE OF RIGHT-OF-WAY FENCE AT BENCH MARK LOCATION.
 DM0482'PROBING AND DIGGING IN DIRT RIDGE DID NOT TURN BENCH MARK UP.
 DM0482
 DM0482                          STATION RECOVERY (1995)
 DM0482
 DM0482'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0288 ***********************************************************************
 CR0288  DESIGNATION -  M 1025
 CR0288  PID         -  CR0288
 CR0288  STATE/COUNTY-  TX/WOOD
 CR0288  USGS QUAD   -  NEWSOME (1980)
 CR0288
 CR0288                         *CURRENT SURVEY CONTROL
 CR0288  ___________________________________________________________________
 CR0288* NAD 83(1986)-  32 57 44.     (N)    095 13 52.     (W)     SCALED    
 CR0288* NAVD 88     -       133.902  (meters)     439.31   (feet)  ADJUSTED  
 CR0288  ___________________________________________________________________
 CR0288  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CR0288  DYNAMIC HT  -         133.751 (meters)     438.81  (feet)  COMP
 CR0288  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CR0288
 CR0288  VERT ORDER  -  FIRST     CLASS II
 CR0288
 CR0288.The horizontal coordinates were scaled from a topographic map and have
 CR0288.an estimated accuracy of +/- 6 seconds.
 CR0288
 CR0288.The orthometric height was determined by differential leveling
 CR0288.and adjusted by the National Geodetic Survey in June 1991..
 CR0288
 CR0288.The geoid height was determined by GEOID03.
 CR0288
 CR0288.The dynamic height is computed by dividing the NAVD 88
 CR0288.geopotential number by the normal gravity value computed on the
 CR0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0288.degrees latitude (g = 980.6199 gals.).
 CR0288
 CR0288.The modeled gravity was interpolated from observed gravity values.
 CR0288
 CR0288;                    North         East    Units  Estimated Accuracy
 CR0288;SPC TXNC     - 2,148,420.      905,530.      MT  (+/- 180 meters Scaled)
 CR0288
 CR0288                          SUPERSEDED SURVEY CONTROL
 CR0288
 CR0288  NGVD 29 (??/??/92)  133.908  (m)          439.33   (f) ADJ UNCH    1 2
 CR0288
 CR0288.Superseded values are not recommended for survey control.
 CR0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0288.See file dsdata.txt to determine how the superseded data were derived.
 CR0288
 CR0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS914493(NAD 83)
 CR0288_MARKER: DB = BENCH MARK DISK
 CR0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0288_STAMPING: M 1025 1954
 CR0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0288+STABILITY: SURFACE MOTION
 CR0288
 CR0288  HISTORY     - Date     Condition        Report By
 CR0288  HISTORY     - 1954     MONUMENTED       CGS
 CR0288  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CR0288
 CR0288                          STATION DESCRIPTION
 CR0288
 CR0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0288'3.6 MI E FROM WINNSBORO.
 CR0288'3.6 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0288'STATION AT WINNSBORO, 4 1/2 POLES WEST OF MILEPOST T - 114, 41 FEET
 CR0288'NORTH OF THE NORTH RAIL, 4 FEET SOUTH OF A FENCE, 3 FEET EAST OF A
 CR0288'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CR0288'FOOT ABOVE THE GROUND.
 CR0288
 CR0288                          STATION RECOVERY (1995)
 CR0288
 CR0288'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2215 ***********************************************************************
 AW2215  DESIGNATION -  M 1026
 AW2215  PID         -  AW2215
 AW2215  STATE/COUNTY-  TX/WALLER
 AW2215  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2215
 AW2215                         *CURRENT SURVEY CONTROL
 AW2215  ___________________________________________________________________
 AW2215* NAD 83(1986)-  29 55 55.     (N)    095 56 26.     (W)     SCALED    
 AW2215* NAVD 88     -        61.34   (+/-2cm)     201.2    (feet)  VERTCON   
 AW2215  ___________________________________________________________________
 AW2215  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2215
 AW2215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2215
 AW2215.The horizontal coordinates were scaled from a topographic map and have
 AW2215.an estimated accuracy of +/- 6 seconds.
 AW2215
 AW2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2215.The vertical order pertains to the NGVD 29 superseded value.
 AW2215
 AW2215.The geoid height was determined by GEOID03.
 AW2215
 AW2215;                    North         East    Units  Estimated Accuracy
 AW2215;SPC TXSC     - 4,236,450.      895,340.      MT  (+/- 180 meters Scaled)
 AW2215
 AW2215                          SUPERSEDED SURVEY CONTROL
 AW2215
 AW2215  NGVD 29 (??/??/92)   61.329  (m)          201.21   (f) ADJ UNCH    2 0
 AW2215
 AW2215.Superseded values are not recommended for survey control.
 AW2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2215.See file dsdata.txt to determine how the superseded data were derived.
 AW2215
 AW2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP161148(NAD 83)
 AW2215_MARKER: DB = BENCH MARK DISK
 AW2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2215_STAMPING: M 1026 1954
 AW2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2215+STABILITY: SURFACE MOTION
 AW2215
 AW2215  HISTORY     - Date     Condition        Report By
 AW2215  HISTORY     - 1954     MONUMENTED       CGS
 AW2215  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW2215  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2215  HISTORY     - 20041014 MARK NOT FOUND   USPSQD
 AW2215
 AW2215                          STATION DESCRIPTION
 AW2215
 AW2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2215'11.2 MI S FROM WALLER.
 AW2215'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW2215'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW2215'THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTH
 AW2215'ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 AW2215'ACROSS THE ROAD FROM THE NORTH END OF A PRIVATE DRIVEWAY LEADING
 AW2215'SOUTH, 34 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED
 AW2215'ROAD, 1.6 FEET SOUTH OF A FENCE, 2.8 FEET WEST OF A WITNESS POST, SET
 AW2215'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AW2215'GROUND.
 AW2215
 AW2215                          STATION RECOVERY (1971)
 AW2215
 AW2215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW2215'MARK NOT FOUND.
 AW2215
 AW2215                          STATION RECOVERY (1978)
 AW2215
 AW2215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2215'NOT RECOVERED.
 AW2215
 AW2215                          STATION RECOVERY (2004)
 AW2215
 AW2215'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0251 ***********************************************************************
 AX0251  DESIGNATION -  M 1027
 AX0251  PID         -  AX0251
 AX0251  STATE/COUNTY-  TX/AUSTIN
 AX0251  USGS QUAD   -  BURLEIGH (1981)
 AX0251
 AX0251                         *CURRENT SURVEY CONTROL
 AX0251  ___________________________________________________________________
 AX0251* NAD 83(1986)-  29 56 35.     (N)    096 07 54.     (W)     SCALED    
 AX0251* NAVD 88     -        43.30   (+/-2cm)     142.1    (feet)  VERTCON   
 AX0251  ___________________________________________________________________
 AX0251  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0251
 AX0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0251
 AX0251.The horizontal coordinates were scaled from a topographic map and have
 AX0251.an estimated accuracy of +/- 6 seconds.
 AX0251
 AX0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0251.The vertical order pertains to the NGVD 29 superseded value.
 AX0251
 AX0251.The geoid height was determined by GEOID03.
 AX0251
 AX0251;                    North         East    Units  Estimated Accuracy
 AX0251;SPC TXSC     - 4,237,210.      876,860.      MT  (+/- 180 meters Scaled)
 AX0251
 AX0251                          SUPERSEDED SURVEY CONTROL
 AX0251
 AX0251  NGVD 29 (??/??/92)   43.280  (m)          141.99   (f) ADJ UNCH    2 0
 AX0251
 AX0251.Superseded values are not recommended for survey control.
 AX0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0251.See file dsdata.txt to determine how the superseded data were derived.
 AX0251
 AX0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU768159(NAD 83)
 AX0251_MARKER: DB = BENCH MARK DISK
 AX0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0251_STAMPING: M 1027 1954
 AX0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0251+STABILITY: SURFACE MOTION
 AX0251
 AX0251  HISTORY     - Date     Condition        Report By
 AX0251  HISTORY     - 1954     MONUMENTED       CGS
 AX0251  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 AX0251
 AX0251                          STATION DESCRIPTION
 AX0251
 AX0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0251'10.05 MI N FROM PETERS.
 AX0251'1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0251'FROM THE STATION SIGN AT PETERS, THENCE 4.4 MILES NORTH ALONG A
 AX0251'GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.2
 AX0251'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE EAST ALONG A
 AX0251'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, 129 FEET
 AX0251'SOUTH OF THE SOUTH END OF THE STEEL PART OF A BRIDGE OVER IVES CREEK,
 AX0251'32 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 34 FEET SOUTH OF
 AX0251'THE CENTER LINE OF A PRIVATE DRIVEWAY, 10 FEET SOUTH OF A POWER POLE,
 AX0251'2.3 FEET WEST OF A FENCE, 2.7 FEET SOUTH OF A WITNESS POST, 1.0 MILE
 AX0251'SOUTH OF BENCH MARK N 1027, SET IN THE TOP OF A CONCRETE POST WHICH
 AX0251'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AX0251
 AX0251                          STATION RECOVERY (1999)
 AX0251
 AX0251'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4635 ***********************************************************************
 AW4635  DESIGNATION -  M 1028
 AW4635  PID         -  AW4635
 AW4635  STATE/COUNTY-  TX/WALLER
 AW4635  USGS QUAD   -  BROOKSHIRE (1980)
 AW4635
 AW4635                         *CURRENT SURVEY CONTROL
 AW4635  ___________________________________________________________________
 AW4635* NAD 83(1986)-  29 47 53.     (N)    095 57 58.     (W)     SCALED    
 AW4635* NAVD 88     -        50.72   (+/-2cm)     166.4    (feet)  VERTCON   
 AW4635  ___________________________________________________________________
 AW4635  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW4635
 AW4635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4635
 AW4635.The horizontal coordinates were scaled from a topographic map and have
 AW4635.an estimated accuracy of +/- 6 seconds.
 AW4635
 AW4635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4635.The vertical order pertains to the NGVD 29 superseded value.
 AW4635
 AW4635.The geoid height was determined by GEOID03.
 AW4635
 AW4635;                    North         East    Units  Estimated Accuracy
 AW4635;SPC TXSC     - 4,221,550.      893,260.      MT  (+/- 180 meters Scaled)
 AW4635
 AW4635                          SUPERSEDED SURVEY CONTROL
 AW4635
 AW4635  NGVD 29 (??/??/92)   50.698  (m)          166.33   (f) ADJ UNCH    2 0
 AW4635
 AW4635.Superseded values are not recommended for survey control.
 AW4635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4635.See file dsdata.txt to determine how the superseded data were derived.
 AW4635
 AW4635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP132000(NAD 83)
 AW4635_MARKER: DB = BENCH MARK DISK
 AW4635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4635_STAMPING: M 1028 1954
 AW4635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4635+STABILITY: SURFACE MOTION
 AW4635
 AW4635  HISTORY     - Date     Condition        Report By
 AW4635  HISTORY     - 1954     MONUMENTED       CGS
 AW4635  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4635  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AW4635  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 AW4635
 AW4635                          STATION DESCRIPTION
 AW4635
 AW4635'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW4635'1.2 MI NW FROM BROOKSHIRE.
 AW4635'0.2 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 AW4635'FROM THE STATION AT BROOKSHIRE, THENCE 1.0 MILE NORTHWEST ALONG FARM
 AW4635'ROAD 359, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 2
 AW4635'FEET NORTHEAST OF A FENCE, 2.8 FEET SOUTHEAST OF A WITNESS POST, SET
 AW4635'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 AW4635'GROUND.
 AW4635
 AW4635                          STATION RECOVERY (1971)
 AW4635
 AW4635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4635'MARK NOT FOUND.
 AW4635
 AW4635                          STATION RECOVERY (1992)
 AW4635
 AW4635'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW4635'MARK NOT FOUND.
 AW4635
 AW4635                          STATION RECOVERY (2004)
 AW4635
 AW4635'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0234 ***********************************************************************
 AX0234  DESIGNATION -  M 1029 RESET 1957
 AX0234  PID         -  AX0234
 AX0234  STATE/COUNTY-  TX/AUSTIN
 AX0234  USGS QUAD   -  BURLEIGH (1981)
 AX0234
 AX0234                         *CURRENT SURVEY CONTROL
 AX0234  ___________________________________________________________________
 AX0234* NAD 83(1986)-  29 57 14.     (N)    096 14 23.     (W)     SCALED    
 AX0234* NAVD 88     -        69.97   (+/-2cm)     229.6    (feet)  VERTCON   
 AX0234  ___________________________________________________________________
 AX0234  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0234
 AX0234  VERT ORDER  -  THIRD (See Below)
 AX0234
 AX0234.The horizontal coordinates were scaled from a topographic map and have
 AX0234.an estimated accuracy of +/- 6 seconds.
 AX0234
 AX0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0234.The vertical order pertains to the NGVD 29 superseded value.
 AX0234
 AX0234.The geoid height was determined by GEOID03.
 AX0234
 AX0234;                    North         East    Units  Estimated Accuracy
 AX0234;SPC TXSC     - 4,238,160.      866,410.      MT  (+/- 180 meters Scaled)
 AX0234
 AX0234                          SUPERSEDED SURVEY CONTROL
 AX0234
 AX0234  NGVD 29 (??/??/??)   69.95   (m)          229.5    (f) RESET       3  
 AX0234
 AX0234.Superseded values are not recommended for survey control.
 AX0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0234.See file dsdata.txt to determine how the superseded data were derived.
 AX0234
 AX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU663168(NAD 83)
 AX0234_MARKER: DB = BENCH MARK DISK
 AX0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0234_STAMPING: M 1029 RESET 1957
 AX0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0234+STABILITY: SURFACE MOTION
 AX0234
 AX0234  HISTORY     - Date     Condition        Report By
 AX0234  HISTORY     - 1957     MONUMENTED       CGS
 AX0234  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AX0234
 AX0234                          STATION DESCRIPTION
 AX0234
 AX0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AX0234'1.0 MI NE FROM BELLVILLE.
 AX0234'ABOUT 1.0 MILE NORTHEAST OF THE JUNCTION OF HIGHWAYS NOS.36 AND 159 IN
 AX0234'BELLVILLE, ALONG STATE HIGHWAY NO. 159, ABOUT 75 YARDS SOUTHWEST OF A
 AX0234'CONCRETE CULVERT, 25 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 AX0234'ABOUT 15 YARDS WEST OF A BURIED PIPELINE WHICH PASSES UNDER THE
 AX0234'HIGHWAY.  IT IS A STANDARD DISK STAMPED M 1029 RESET 1957 IN A PRECAST
 AX0234'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES, IN A PASTURE AREA AND
 AX0234'ABOUT 30 FEET EAST OF THE EDGE OF A SMALL BRUSHY AREA.
 AX0234
 AX0234                          STATION RECOVERY (1999)
 AX0234
 AX0234'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0014 ***********************************************************************
 BO0014  DESIGNATION -  M 103
 BO0014  PID         -  BO0014
 BO0014  STATE/COUNTY-  TX/SUTTON
 BO0014  USGS QUAD   -  LIVE OAK DRAW (1982)
 BO0014
 BO0014                         *CURRENT SURVEY CONTROL
 BO0014  ___________________________________________________________________
 BO0014* NAD 83(1993)-  30 27 18.33695(N)    100 15 09.36933(W)     ADJUSTED  
 BO0014* NAVD 88     -       700.517  (meters)    2298.28   (feet)  POSTED    
 BO0014  ___________________________________________________________________
 BO0014  X           -    -979,548.188 (meters)                     COMP
 BO0014  Y           -  -5,415,567.572 (meters)                     COMP
 BO0014  Z           -   3,214,307.912 (meters)                     COMP
 BO0014  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BO0014  ELLIP HEIGHT-         678.38  (meters)          (02/16/96) GPS OBS
 BO0014  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BO0014  DYNAMIC HT  -         699.510 (meters)    2294.98  (feet)  COMP
 BO0014  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 BO0014
 BO0014  HORZ ORDER  -  THIRD
 BO0014  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BO0014  ELLP ORDER  -  FIFTH     CLASS I
 BO0014
 BO0014.The horizontal coordinates were established by GPS observations
 BO0014.and adjusted by the National Geodetic Survey in February 1996..
 BO0014
 BO0014.The orthometric height was determined by differential leveling
 BO0014.and adjusted by the National Geodetic Survey in 1992..
 BO0014.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BO0014.rate of 0.0 thru 1.0 mm/km.
 BO0014
 BO0014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BO0014
 BO0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0014
 BO0014.The ellipsoidal height was determined by GPS observations
 BO0014.and is referenced to NAD 83.
 BO0014
 BO0014.The geoid height was determined by GEOID03.
 BO0014
 BO0014.The dynamic height is computed by dividing the NAVD 88
 BO0014.geopotential number by the normal gravity value computed on the
 BO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0014.degrees latitude (g = 980.6199 gals.).
 BO0014
 BO0014.The modeled gravity was interpolated from observed gravity values.
 BO0014
 BO0014;                    North         East     Units Scale Factor Converg.
 BO0014;SPC TX C     - 3,087,404.703   707,753.055   MT  0.99992688   +0 02 29.7
 BO0014;SPC TX C     -10,129,260.26  2,322,019.81   sFT  0.99992688   +0 02 29.7
 BO0014;UTM  14      - 3,369,881.532   379,739.721   MT  0.99977842   -0 38 05.9
 BO0014
 BO0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0014!SPC TX C     -   0.99989348  x   0.99992688  =   0.99982036
 BO0014!UTM  14      -   0.99989348  x   0.99977842  =   0.99967192
 BO0014
 BO0014                          SUPERSEDED SURVEY CONTROL
 BO0014
 BO0014  NAD 83(1986)-  30 27 18.34350(N)    100 15 09.35089(W) AD(       ) 3
 BO0014  NGVD 29 (??/??/92)  700.408  (m)         2297.92   (f) ADJ UNCH    1 2
 BO0014
 BO0014.Superseded values are not recommended for survey control.
 BO0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0014.See file dsdata.txt to determine how the superseded data were derived.
 BO0014
 BO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU7974069882(NAD 83)
 BO0014_MARKER: DB = BENCH MARK DISK
 BO0014_SETTING: 66 = SET IN ROCK OUTCROP
 BO0014_SP_SET: BEDROCK
 BO0014_STAMPING: M 103 1932
 BO0014_MARK LOGO: CGS   
 BO0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 BO0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0014+STABILITY: POSITION/ELEVATION WELL
 BO0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0014+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1989
 BO0014
 BO0014  HISTORY     - Date     Condition        Report By
 BO0014  HISTORY     - 1932     MONUMENTED       CGS
 BO0014  HISTORY     - 1958     GOOD             NGS
 BO0014  HISTORY     - 19890118 GOOD             NGS
 BO0014
 BO0014                          STATION DESCRIPTION
 BO0014
 BO0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0014'26.15 MI E FROM SONORA.
 BO0014'ABOUT 26.15 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION
 BO0014'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, IN THE TOP OF BEDROCK, 1
 BO0014'1/2 FEET NORTH OF A PYRAMID OF LOOSE ROCK, 31 FEET SOUTH OF THE CENTER
 BO0014'LINE OF THE HIGHWAY, 19 FEET NORTH OF A FENCE LINE, AND ABOUT 2 FEET
 BO0014'ABOVE THE LEVEL OF THE HIGHWAY.
 BO0014
 BO0014                          STATION RECOVERY (1989)
 BO0014
 BO0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 BO0014'THE STATION IS LOCATED ABOUT 48 KM (29.85 MI) WEST OF JUNCTION, 40 KM
 BO0014'(24.85 MI) EAST OF SONORA 0.5 KM (0.30 MI) NORTH OF INTERSTATE HIGHWAY
 BO0014'10, ALONG OLD HIGHWAY 190 (NOW FARM ROAD 3130), ON THE ROAD
 BO0014'RIGHT-OF-WAY.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 BO0014'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BO0014'FARM ROAD 3130 (EXIT 420), GO EAST ON FARM ROAD 3130 FOR 3.88 KM
 BO0014'(2.40 MI) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD FOR 3.25 KM
 BO0014'(2.00 MI) TO A TRACK ROAD ON THE LEFT LEADING TO A WINDMILL AND
 BO0014'HOLDING PEN.  CONTINUE AHEAD FOR 1.35 KM (0.85 MI) TO THE STATION ON
 BO0014'THE RIGHT.
 BO0014'THE MARK IS 39.0 M (128.0 FT) EAST OF A HIGHWAY STATION SIGN (1420),
 BO0014'9.5 M (31.2 FT) SOUTH OF THE ROAD CENTER, 6.0 M (19.7 FT) NORTH OF A
 BO0014'RIGHT-OF-WAY FENCE, 4.3 M (14.1 FT) SOUTHEAST OF A HIGHWAY REFLECTOR
 BO0014'POST, AND 0.3 M (1.0 FT) NORTH OF A SMALL CAIRN.
 BO0014'THE MARK IS SET IN A DRILL HOLE IN A ROCK LEDGE AND IS 0.5 M (1.6 FT)
 BO0014'ABOVE THE LEVEL OF THE ROAD CENTER.
 BO0014'DESCRIBED BY G.R.H.  TYPED BY R.D.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0032 ***********************************************************************
 CB0032  DESIGNATION -  M 103 USGS
 CB0032  PID         -  CB0032
 CB0032  STATE/COUNTY-  TX/TOM GREEN
 CB0032  USGS QUAD   -  SAN ANGELO NORTH (1978)
 CB0032
 CB0032                         *CURRENT SURVEY CONTROL
 CB0032  ___________________________________________________________________
 CB0032* NAD 83(1986)-  31 30 27.     (N)    100 22 36.     (W)     SCALED    
 CB0032* NAVD 88     -       569.569  (meters)    1868.66   (feet)  ADJUSTED  
 CB0032  ___________________________________________________________________
 CB0032  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CB0032  DYNAMIC HT  -         568.791 (meters)    1866.11  (feet)  COMP
 CB0032  MODELED GRAV-     979,257.4   (mgal)                       NAVD 88
 CB0032
 CB0032  VERT ORDER  -  SECOND    CLASS 0
 CB0032
 CB0032.The horizontal coordinates were scaled from a topographic map and have
 CB0032.an estimated accuracy of +/- 6 seconds.
 CB0032
 CB0032.The orthometric height was determined by differential leveling
 CB0032.and adjusted by the National Geodetic Survey in June 1991..
 CB0032
 CB0032.The geoid height was determined by GEOID03.
 CB0032
 CB0032.The dynamic height is computed by dividing the NAVD 88
 CB0032.geopotential number by the normal gravity value computed on the
 CB0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0032.degrees latitude (g = 980.6199 gals.).
 CB0032
 CB0032.The modeled gravity was interpolated from observed gravity values.
 CB0032
 CB0032;                    North         East    Units  Estimated Accuracy
 CB0032;SPC TX C     - 3,204,070.      695,880.      MT  (+/- 180 meters Scaled)
 CB0032
 CB0032                          SUPERSEDED SURVEY CONTROL
 CB0032
 CB0032  NGVD 29 (??/??/92)  569.412  (m)         1868.15   (f) ADJ UNCH    2 0
 CB0032
 CB0032.Superseded values are not recommended for survey control.
 CB0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0032.See file dsdata.txt to determine how the superseded data were derived.
 CB0032
 CB0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV692866(NAD 83)
 CB0032_MARKER: DD = SURVEY DISK
 CB0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0032_SP_SET: ABUTMENT
 CB0032_STAMPING: 1868.126 M 103 1923
 CB0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0032
 CB0032  HISTORY     - Date     Condition        Report By
 CB0032  HISTORY     - 1923     MONUMENTED       USGS
 CB0032  HISTORY     - 1934     GOOD             NGS
 CB0032  HISTORY     - 1940     GOOD             NGS
 CB0032
 CB0032                          STATION DESCRIPTION
 CB0032
 CB0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0032'4.3 MI NE FROM SAN ANGELO.
 CB0032'4.3 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0032'SAN ANGELO, TOM GREEN COUNTY, AT BRIDGE 67 B, IN THE TOP OF THE
 CB0032'SOUTHWEST STONE ABUTMENT, AND 9 FEET SOUTHEAST OF THE CENTERLINE OF
 CB0032'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 CB0032'1868.126 M 103 1923.
 CB0032
 CB0032                          STATION RECOVERY (1940)
 CB0032
 CB0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1527 ***********************************************************************
 BL1527  DESIGNATION -  M 1030
 BL1527  PID         -  BL1527
 BL1527  STATE/COUNTY-  TX/WALLER
 BL1527  USGS QUAD   -  WALLER NW (1980)
 BL1527
 BL1527                         *CURRENT SURVEY CONTROL
 BL1527  ___________________________________________________________________
 BL1527* NAD 83(1986)-  30 09 56.     (N)    095 59 38.     (W)     SCALED    
 BL1527* NAVD 88     -        85.64   (+/-2cm)     281.0    (feet)  VERTCON   
 BL1527  ___________________________________________________________________
 BL1527  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL1527
 BL1527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1527
 BL1527.The horizontal coordinates were scaled from a topographic map and have
 BL1527.an estimated accuracy of +/- 6 seconds.
 BL1527
 BL1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1527.The vertical order pertains to the NGVD 29 superseded value.
 BL1527
 BL1527.The geoid height was determined by GEOID03.
 BL1527
 BL1527;                    North         East    Units  Estimated Accuracy
 BL1527;SPC TXSC     - 4,262,200.      889,530.      MT  (+/- 180 meters Scaled)
 BL1527
 BL1527                          SUPERSEDED SURVEY CONTROL
 BL1527
 BL1527  NGVD 29 (??/??/92)   85.619  (m)          280.90   (f) ADJ UNCH    2 0
 BL1527
 BL1527.Superseded values are not recommended for survey control.
 BL1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1527.See file dsdata.txt to determine how the superseded data were derived.
 BL1527
 BL1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP116409(NAD 83)
 BL1527_MARKER: DB = BENCH MARK DISK
 BL1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1527_STAMPING: M 1030 1954
 BL1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1527+STABILITY: SURFACE MOTION
 BL1527
 BL1527  HISTORY     - Date     Condition        Report By
 BL1527  HISTORY     - 1954     MONUMENTED       CGS
 BL1527
 BL1527                          STATION DESCRIPTION
 BL1527
 BL1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1527'5.45 MI E FROM HOWTH.
 BL1527'0.35 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL1527'STATION SIGN AT HOWTH, THENCE 0.45 MILE EAST ALONG FARM ROAD 1736,
 BL1527'THENCE 4.4 MILES EAST ALONG A GRAVELED RAOD, THENCE 0.25 MILE NORTH
 BL1527'ALONG A GRAVELED ROAD, 34 FEET NORTH OF THE CENTER LINE OF A ROAD, 40
 BL1527'FEET NORTHEAST OF THE CENTER OF A WIRE GATE, 2 FEET SOUTH OF A FENCE,
 BL1527'2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BL1527'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1535 ***********************************************************************
 BL1535  DESIGNATION -  M 1031
 BL1535  PID         -  BL1535
 BL1535  STATE/COUNTY-  TX/WALLER
 BL1535  USGS QUAD   -  WALLER NW (1980)
 BL1535
 BL1535                         *CURRENT SURVEY CONTROL
 BL1535  ___________________________________________________________________
 BL1535* NAD 83(1986)-  30 09 53.     (N)    095 55 28.     (W)     SCALED    
 BL1535* NAVD 88     -        96.44   (+/-2cm)     316.4    (feet)  VERTCON   
 BL1535  ___________________________________________________________________
 BL1535  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL1535
 BL1535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1535
 BL1535.The horizontal coordinates were scaled from a topographic map and have
 BL1535.an estimated accuracy of +/- 6 seconds.
 BL1535
 BL1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1535.The vertical order pertains to the NGVD 29 superseded value.
 BL1535
 BL1535.The geoid height was determined by GEOID03.
 BL1535
 BL1535;                    North         East    Units  Estimated Accuracy
 BL1535;SPC TXSC     - 4,262,280.      896,210.      MT  (+/- 180 meters Scaled)
 BL1535
 BL1535                          SUPERSEDED SURVEY CONTROL
 BL1535
 BL1535  NGVD 29 (??/??/92)   96.422  (m)          316.34   (f) ADJ UNCH    2 0
 BL1535
 BL1535.Superseded values are not recommended for survey control.
 BL1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1535.See file dsdata.txt to determine how the superseded data were derived.
 BL1535
 BL1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP183406(NAD 83)
 BL1535_MARKER: DB = BENCH MARK DISK
 BL1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1535_STAMPING: M 1031 1954
 BL1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1535+STABILITY: SURFACE MOTION
 BL1535
 BL1535  HISTORY     - Date     Condition        Report By
 BL1535  HISTORY     - 1954     MONUMENTED       CGS
 BL1535  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1535  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 BL1535
 BL1535                          STATION DESCRIPTION
 BL1535
 BL1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1535'9.1 MI N FROM WALLER.
 BL1535'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1535'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1535'STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, THENCE 2.0 MILES
 BL1535'NORTH ALONG THE FIELDS STORE ROAD, THENCE 0.2 MILE WEST ALONG THE
 BL1535'FIELDS STORE ROAD, THENCE 0.8 MILE NORTH ALONG THE FIELDS STORE ROAD,
 BL1535'THENCE 0.45 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.1 MILE NORTH
 BL1535'ALONG A GRAVELED ROAD, 61 FEET WEST OF THE CENTER LINE OF AN OILED
 BL1535'ROAD, 3.9 FEET NORTH OF THE CENTER LINE OF FARM ROAD 1098, 1 FOOT
 BL1535'SOUTH OF A FENCE, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BL1535'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BL1535
 BL1535                          STATION RECOVERY (1987)
 BL1535
 BL1535'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1535'MARK NOT FOUND.
 BL1535
 BL1535                          STATION RECOVERY (1999)
 BL1535
 BL1535'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0096 ***********************************************************************
 BM0096  DESIGNATION -  M 1032
 BM0096  PID         -  BM0096
 BM0096  STATE/COUNTY-  TX/WASHINGTON
 BM0096  USGS QUAD   -  BUCKHORN (1989)
 BM0096
 BM0096                         *CURRENT SURVEY CONTROL
 BM0096  ___________________________________________________________________
 BM0096* NAD 83(1986)-  30 07 15.     (N)    096 11 48.     (W)     SCALED    
 BM0096* NAVD 88     -        55.49   (+/-2cm)     182.1    (feet)  VERTCON   
 BM0096  ___________________________________________________________________
 BM0096  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BM0096
 BM0096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0096
 BM0096.The horizontal coordinates were scaled from a topographic map and have
 BM0096.an estimated accuracy of +/- 6 seconds.
 BM0096
 BM0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0096.The vertical order pertains to the NGVD 29 superseded value.
 BM0096
 BM0096.The geoid height was determined by GEOID03.
 BM0096
 BM0096;                    North         East    Units  Estimated Accuracy
 BM0096;SPC TX C     - 3,057,760.    1,098,560.      MT  (+/- 180 meters Scaled)
 BM0096
 BM0096                          SUPERSEDED SURVEY CONTROL
 BM0096
 BM0096  NGVD 29 (??/??/92)   55.471  (m)          181.99   (f) ADJ UNCH    2 0
 BM0096
 BM0096.Superseded values are not recommended for survey control.
 BM0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0096.See file dsdata.txt to determine how the superseded data were derived.
 BM0096
 BM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU701354(NAD 83)
 BM0096_MARKER: DB = BENCH MARK DISK
 BM0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0096_SP_SET: CULVERT
 BM0096_STAMPING: M 1032 1954
 BM0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0096
 BM0096  HISTORY     - Date     Condition        Report By
 BM0096  HISTORY     - 1954     MONUMENTED       CGS
 BM0096  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0096
 BM0096                          STATION DESCRIPTION
 BM0096
 BM0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0096'3.75 MI SE FROM CHAPEL HILL.
 BM0096'3.75 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0096'STATION SIGN AT CHAPEL HILL, 48 FEET EAST OF THE CENTER OF A PRIVATE
 BM0096'ROAD CROSSING, 11.9 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF
 BM0096'THE SOUTHWEST WINGWALL OF A CONCRETE CULVERT UNDER THE RAILROAD.
 BM0096
 BM0096                          STATION RECOVERY (1994)
 BM0096
 BM0096'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1512 ***********************************************************************
 BL1512  DESIGNATION -  M 1033
 BL1512  PID         -  BL1512
 BL1512  STATE/COUNTY-  TX/GRIMES
 BL1512  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1512
 BL1512                         *CURRENT SURVEY CONTROL
 BL1512  ___________________________________________________________________
 BL1512* NAD 83(1986)-  30 16 35.     (N)    095 50 58.     (W)     SCALED    
 BL1512* NAVD 88     -       108.73   (+/-2cm)     356.7    (feet)  VERTCON   
 BL1512  ___________________________________________________________________
 BL1512  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL1512
 BL1512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1512
 BL1512.The horizontal coordinates were scaled from a topographic map and have
 BL1512.an estimated accuracy of +/- 6 seconds.
 BL1512
 BL1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1512.The vertical order pertains to the NGVD 29 superseded value.
 BL1512
 BL1512.The geoid height was determined by GEOID03.
 BL1512
 BL1512;                    North         East    Units  Estimated Accuracy
 BL1512;SPC TX C     - 3,076,290.    1,131,300.      MT  (+/- 180 meters Scaled)
 BL1512
 BL1512                          SUPERSEDED SURVEY CONTROL
 BL1512
 BL1512  NGVD 29 (??/??/92)  108.714  (m)          356.67   (f) ADJ UNCH    2 0
 BL1512
 BL1512.Superseded values are not recommended for survey control.
 BL1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1512.See file dsdata.txt to determine how the superseded data were derived.
 BL1512
 BL1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP258528(NAD 83)
 BL1512_MARKER: DB = BENCH MARK DISK
 BL1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1512_STAMPING: M 1033 1954
 BL1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1512+STABILITY: SURFACE MOTION
 BL1512
 BL1512  HISTORY     - Date     Condition        Report By
 BL1512  HISTORY     - 1954     MONUMENTED       CGS
 BL1512  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1512
 BL1512                          STATION DESCRIPTION
 BL1512
 BL1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1512'7.9 MI W FROM MAGNOLIA.
 BL1512'7.0 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1512'RAILROAD FROM THE STATION AT MAGNOLIA, THENCE 0.9 MILE WEST ALONG A
 BL1512'TRACK ROAD, 49 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 44 FEET
 BL1512'NORTH OF A 24 INCH OAK TREE, AT THE WEST EDGE OF A LARGE CLEARING, 3
 BL1512'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1512'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1512
 BL1512                          STATION RECOVERY (1994)
 BL1512
 BL1512'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0716 ***********************************************************************
 BM0716  DESIGNATION -  M 1034
 BM0716  PID         -  BM0716
 BM0716  STATE/COUNTY-  TX/WILLIAMSON
 BM0716  USGS QUAD   -  ROUND ROCK (1987)
 BM0716
 BM0716                         *CURRENT SURVEY CONTROL
 BM0716  ___________________________________________________________________
 BM0716* NAD 83(1986)-  30 36 31.     (N)    097 41 19.     (W)     SCALED    
 BM0716* NAVD 88     -       236.97   (+/-2cm)     777.5    (feet)  VERTCON   
 BM0716  ___________________________________________________________________
 BM0716  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BM0716
 BM0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0716
 BM0716.The horizontal coordinates were scaled from a topographic map and have
 BM0716.an estimated accuracy of +/- 6 seconds.
 BM0716
 BM0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0716.The vertical order pertains to the NGVD 29 superseded value.
 BM0716
 BM0716.The geoid height was determined by GEOID03.
 BM0716
 BM0716;                    North         East    Units  Estimated Accuracy
 BM0716;SPC TX C     - 3,107,430.      953,560.      MT  (+/- 180 meters Scaled)
 BM0716
 BM0716                          SUPERSEDED SURVEY CONTROL
 BM0716
 BM0716  NGVD 29 (??/??/92)  236.882  (m)          777.17   (f) ADJ UNCH    2 0
 BM0716
 BM0716.Superseded values are not recommended for survey control.
 BM0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0716.See file dsdata.txt to determine how the superseded data were derived.
 BM0716
 BM0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU257869(NAD 83)
 BM0716_MARKER: DB = BENCH MARK DISK
 BM0716_SETTING: 80 = SET IN A BOULDER
 BM0716_SP_SET: BOULDER
 BM0716_STAMPING: M 1034 1954
 BM0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0716+STABILITY: SURFACE MOTION
 BM0716
 BM0716  HISTORY     - Date     Condition        Report By
 BM0716  HISTORY     - 1954     MONUMENTED       CGS
 BM0716  HISTORY     - 1975     GOOD             USGS
 BM0716  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0716  HISTORY     - 19990323 MARK NOT FOUND   USPSQD
 BM0716
 BM0716                          STATION DESCRIPTION
 BM0716
 BM0716'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 BM0716'1.8 MI SW FROM GEORGETOWN.
 BM0716'1.8 MILES SOUTH ALONG US 81 FROM THE COURT HOUSE AT GEORGETOWN TO
 BM0716'UNDERPASS AT INTERSTATE 35, ON WEST SIDE OF UNDERPASS TURN RIGHT
 BM0716'(NORTH) 0.1 MILE TO DIRT ROAD WEST (ENTRANCE TO INTER SPACE CAVERN
 BM0716'PARKING) FOLLOW DIRT ROAD TO OLD RAILROAD GRADE, THEN 1120 FEET NORTH
 BM0716'ALONG RAILROAD GRADE AND 48 FEET WEST TO BENCH MARK, A STANDARD TABLET
 BM0716'SET IN THE TOP OF A LARGE LIMESTONE BOULDER LEVEL WITH THE GROUND AND
 BM0716'STAMPED M 1034 1954.
 BM0716
 BM0716                          STATION RECOVERY (1980)
 BM0716
 BM0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0716'SEARCHED FOR, NOT RECOVERED.
 BM0716
 BM0716                          STATION RECOVERY (1999)
 BM0716
 BM0716'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0374 ***********************************************************************
 DN0374  DESIGNATION -  M 1035
 DN0374  PID         -  DN0374
 DN0374  STATE/COUNTY-  TX/COLLIN
 DN0374  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0374
 DN0374                         *CURRENT SURVEY CONTROL
 DN0374  ___________________________________________________________________
 DN0374* NAD 83(1986)-  33 09 32.     (N)    096 40 25.     (W)     SCALED    
 DN0374* NAVD 88     -       213.275  (meters)     699.72   (feet)  ADJUSTED  
 DN0374  ___________________________________________________________________
 DN0374  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DN0374  DYNAMIC HT  -         213.043 (meters)     698.96  (feet)  COMP
 DN0374  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 DN0374
 DN0374  VERT ORDER  -  SECOND    CLASS 0
 DN0374
 DN0374.The horizontal coordinates were scaled from a topographic map and have
 DN0374.an estimated accuracy of +/- 6 seconds.
 DN0374
 DN0374.The orthometric height was determined by differential leveling
 DN0374.and adjusted by the National Geodetic Survey in June 1991..
 DN0374
 DN0374.The geoid height was determined by GEOID03.
 DN0374
 DN0374.The dynamic height is computed by dividing the NAVD 88
 DN0374.geopotential number by the normal gravity value computed on the
 DN0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0374.degrees latitude (g = 980.6199 gals.).
 DN0374
 DN0374.The modeled gravity was interpolated from observed gravity values.
 DN0374
 DN0374;                    North         East    Units  Estimated Accuracy
 DN0374;SPC TXNC     - 2,166,950.      770,350.      MT  (+/- 180 meters Scaled)
 DN0374
 DN0374                          SUPERSEDED SURVEY CONTROL
 DN0374
 DN0374  NGVD 29 (??/??/92)  213.301  (m)          699.80   (f) ADJ UNCH    2 0
 DN0374
 DN0374.Superseded values are not recommended for survey control.
 DN0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0374.See file dsdata.txt to determine how the superseded data were derived.
 DN0374
 DN0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB169713(NAD 83)
 DN0374_MARKER: DB = BENCH MARK DISK
 DN0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0374_STAMPING: M 1035 1954
 DN0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0374+STABILITY: SURFACE MOTION
 DN0374
 DN0374  HISTORY     - Date     Condition        Report By
 DN0374  HISTORY     - 1954     MONUMENTED       CGS
 DN0374  HISTORY     - 19910707 GOOD             USPSQD
 DN0374  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0374
 DN0374                          STATION DESCRIPTION
 DN0374
 DN0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0374'5.6 MI SW FROM MCKINNEY.
 DN0374'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0374'MCKINNEY, THENCE 1.85 MILES SOUTH ALONG U.S. HIGHWAY 75, THENCE 0.8
 DN0374'MILE WEST ALONG STATE HIGHWAY 121, THENCE 1.7 MILES WEST ALONG FARM
 DN0374'ROAD 720, 42 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 3.6 FEET
 DN0374'WEST OF A POWER POLE, 0.1 MILE EAST OF A HOUSE, 2.4 FEET EAST OF A
 DN0374'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 DN0374'FOOT ABOVE THE GROUND.
 DN0374
 DN0374                          STATION RECOVERY (1991)
 DN0374
 DN0374'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0374'RECOVERED IN GOOD CONDITION.
 DN0374
 DN0374                          STATION RECOVERY (2005)
 DN0374
 DN0374'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1768 ***********************************************************************
 BK1768  DESIGNATION -  M 1037
 BK1768  PID         -  BK1768
 BK1768  STATE/COUNTY-  TX/ORANGE
 BK1768  USGS QUAD   -  ORANGEFIELD (1974)
 BK1768
 BK1768                         *CURRENT SURVEY CONTROL
 BK1768  ___________________________________________________________________
 BK1768* NAD 83(1986)-  30 05 47.     (N)    093 51 48.     (W)     SCALED    
 BK1768* NAVD 88     -         3.812  (meters)      12.51   (feet)  ADJUSTED  
 BK1768  ___________________________________________________________________
 BK1768  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK1768  DYNAMIC HT  -           3.807 (meters)      12.49  (feet)  COMP
 BK1768  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BK1768
 BK1768  VERT ORDER  -  FIRST     CLASS I
 BK1768
 BK1768.The horizontal coordinates were scaled from a topographic map and have
 BK1768.an estimated accuracy of +/- 6 seconds.
 BK1768
 BK1768.The orthometric height was determined by differential leveling
 BK1768.and adjusted by the National Geodetic Survey in June 1991..
 BK1768
 BK1768.The geoid height was determined by GEOID03.
 BK1768
 BK1768.The dynamic height is computed by dividing the NAVD 88
 BK1768.geopotential number by the normal gravity value computed on the
 BK1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1768.degrees latitude (g = 980.6199 gals.).
 BK1768
 BK1768.The modeled gravity was interpolated from observed gravity values.
 BK1768
 BK1768;                    North         East    Units  Estimated Accuracy
 BK1768;SPC TX C     - 3,065,770.    1,323,310.      MT  (+/- 180 meters Scaled)
 BK1768
 BK1768                          SUPERSEDED SURVEY CONTROL
 BK1768
 BK1768  NGVD 29 (??/??/??)    3.760  (m)           12.34   (f) ADJUSTED    1 1
 BK1768
 BK1768.Superseded values are not recommended for survey control.
 BK1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1768.See file dsdata.txt to determine how the superseded data were derived.
 BK1768
 BK1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP168297(NAD 83)
 BK1768_MARKER: DB = BENCH MARK DISK
 BK1768_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BK1768_SP_SET: SHALLOW-SET PIPE
 BK1768_STAMPING: M 1037 1955
 BK1768_MARK LOGO: CGS   
 BK1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1768
 BK1768  HISTORY     - Date     Condition        Report By
 BK1768  HISTORY     - 1955     MONUMENTED       CGS
 BK1768  HISTORY     - 1972     GOOD             NGS
 BK1768  HISTORY     - 1986     GOOD             NGS
 BK1768  HISTORY     - 19980401 GOOD             USPSQD
 BK1768
 BK1768                          STATION DESCRIPTION
 BK1768
 BK1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1768'7.35 MI W FROM ORANGE.
 BK1768'ABOUT 7.35 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1768'STATION AT ORANGE, 44 FEET SOUTH OF MILEPOST NO. 264, 65.7 FEET SOUTH
 BK1768'OF THE SOUTH RAIL, 27 FEET SOUTHEAST OF A 32-INCH PINE TREE, 8.5 FEET
 BK1768'NORTHWEST OF A 5-INCH ASH TREE IN THE FENCE LINE AND BEARING A WITNESS
 BK1768'SIGN, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF A
 BK1768'4-INCH CONCRETE PIPE FILLED WITH CONCRETE AND PROJECTING 1 INCH.
 BK1768
 BK1768                          STATION RECOVERY (1986)
 BK1768
 BK1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1768'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BK1768'THE MILEPOST HAS BEEN MOVED ACROSS AND NORTHEAST OF TRACKS.
 BK1768
 BK1768                          STATION RECOVERY (1998)
 BK1768
 BK1768'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK1768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0207 ***********************************************************************
 EO0207  DESIGNATION -  M 1038
 EO0207  PID         -  EO0207
 EO0207  STATE/COUNTY-  TX/PARMER
 EO0207  USGS QUAD   -  PARMERTON (1965)
 EO0207
 EO0207                         *CURRENT SURVEY CONTROL
 EO0207  ___________________________________________________________________
 EO0207* NAD 83(1986)-  34 35 54.     (N)    102 46 38.     (W)     SCALED    
 EO0207* NAVD 88     -      1255.885  (meters)    4120.35   (feet)  ADJUSTED  
 EO0207  ___________________________________________________________________
 EO0207  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 EO0207  DYNAMIC HT  -        1254.258 (meters)    4115.01  (feet)  COMP
 EO0207  MODELED GRAV-     979,296.4   (mgal)                       NAVD 88
 EO0207
 EO0207  VERT ORDER  -  FIRST     CLASS II
 EO0207
 EO0207.The horizontal coordinates were scaled from a topographic map and have
 EO0207.an estimated accuracy of +/- 6 seconds.
 EO0207
 EO0207.The orthometric height was determined by differential leveling
 EO0207.and adjusted by the National Geodetic Survey in June 1991..
 EO0207
 EO0207.The geoid height was determined by GEOID03.
 EO0207
 EO0207.The dynamic height is computed by dividing the NAVD 88
 EO0207.geopotential number by the normal gravity value computed on the
 EO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0207.degrees latitude (g = 980.6199 gals.).
 EO0207
 EO0207.The modeled gravity was interpolated from observed gravity values.
 EO0207
 EO0207;                    North         East    Units  Estimated Accuracy
 EO0207;SPC TX N     - 1,067,140.       82,840.      MT  (+/- 180 meters Scaled)
 EO0207
 EO0207                          SUPERSEDED SURVEY CONTROL
 EO0207
 EO0207  NGVD 29 (??/??/92) 1255.327  (m)         4118.52   (f) ADJ UNCH    1 2
 EO0207
 EO0207.Superseded values are not recommended for survey control.
 EO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0207.See file dsdata.txt to determine how the superseded data were derived.
 EO0207
 EO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU038307(NAD 83)
 EO0207_MARKER: DB = BENCH MARK DISK
 EO0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0207_STAMPING: M 1038 1958
 EO0207_MARK LOGO: CGS   
 EO0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0207+STABILITY: SURFACE MOTION
 EO0207
 EO0207  HISTORY     - Date     Condition        Report By
 EO0207  HISTORY     - 1958     MONUMENTED       CGS
 EO0207  HISTORY     - 1984     GOOD             NGS
 EO0207
 EO0207                          STATION DESCRIPTION
 EO0207
 EO0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0207'4.15 MI SW FROM FRIONA.
 EO0207'ABOUT 4.15 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0207'FROM THE STATION AT FRIONA, 40 FEET NORTH OF MILE POST 626, 39 FEET
 EO0207'NORTHWEST OF THE NEAR RAIL, 60 FEET SOUTHEAST OF THE CENTER LINE OF U.
 EO0207'S. HIGHWAY 60, 20 FEET NORTHWEST OF THE NEAR END OF A SECTION CAR
 EO0207'SETOFF, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 EO0207'THE TRACK, ABOUT LEVEL WITH HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 EO0207'PROJECTING 6 INCHES.
 EO0207
 EO0207                          STATION RECOVERY (1984)
 EO0207
 EO0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0061 ***********************************************************************
 EO0061  DESIGNATION -  M 1039
 EO0061  PID         -  EO0061
 EO0061  STATE/COUNTY-  TX/DEAF SMITH
 EO0061  USGS QUAD   -  HEREFORD (1970)
 EO0061
 EO0061                         *CURRENT SURVEY CONTROL
 EO0061  ___________________________________________________________________
 EO0061* NAD 83(1986)-  34 45 39.     (N)    102 27 59.     (W)     SCALED    
 EO0061* NAVD 88     -      1186.684  (meters)    3893.31   (feet)  ADJUSTED  
 EO0061  ___________________________________________________________________
 EO0061  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 EO0061  DYNAMIC HT  -        1185.179 (meters)    3888.37  (feet)  COMP
 EO0061  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 EO0061
 EO0061  VERT ORDER  -  FIRST     CLASS II
 EO0061
 EO0061.The horizontal coordinates were scaled from a topographic map and have
 EO0061.an estimated accuracy of +/- 6 seconds.
 EO0061
 EO0061.The orthometric height was determined by differential leveling
 EO0061.and adjusted by the National Geodetic Survey in June 1991..
 EO0061
 EO0061.The geoid height was determined by GEOID03.
 EO0061
 EO0061.The dynamic height is computed by dividing the NAVD 88
 EO0061.geopotential number by the normal gravity value computed on the
 EO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0061.degrees latitude (g = 980.6199 gals.).
 EO0061
 EO0061.The modeled gravity was interpolated from observed gravity values.
 EO0061
 EO0061;                    North         East    Units  Estimated Accuracy
 EO0061;SPC TX N     - 1,084,840.      111,530.      MT  (+/- 180 meters Scaled)
 EO0061
 EO0061                          SUPERSEDED SURVEY CONTROL
 EO0061
 EO0061  NGVD 29 (??/??/92) 1186.153  (m)         3891.57   (f) ADJ UNCH    1 2
 EO0061
 EO0061.Superseded values are not recommended for survey control.
 EO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0061.See file dsdata.txt to determine how the superseded data were derived.
 EO0061
 EO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU318494(NAD 83)
 EO0061_MARKER: DB = BENCH MARK DISK
 EO0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0061_STAMPING: M 1039 1958
 EO0061_MARK LOGO: CGS   
 EO0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0061+STABILITY: SURFACE MOTION
 EO0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0061+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 EO0061
 EO0061  HISTORY     - Date     Condition        Report By
 EO0061  HISTORY     - 1958     MONUMENTED       CGS
 EO0061  HISTORY     - 1984     GOOD             NGS
 EO0061  HISTORY     - 20020314 GOOD             NGS
 EO0061
 EO0061                          STATION DESCRIPTION
 EO0061
 EO0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0061'5.5 MI SW FROM HEREFORD.
 EO0061'ABOUT 5.5 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0061'FROM THE STATION AT HEREFORD, 73 FEET NORTHWEST OF MILE POST 605, 81
 EO0061'FEET NORTHWEST OF THE NEAR RAIL, 66 FEET SOUTHEAST OF THE CENTER LINE
 EO0061'OF U. S. HIGHWAY 60, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 6
 EO0061'FEET BELOW THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF
 EO0061'A CONCRETE POST PROJECTING 6 INCHES.
 EO0061
 EO0061                          STATION RECOVERY (1984)
 EO0061
 EO0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0061'RECOVERED IN GOOD CONDITION.
 EO0061
 EO0061                          STATION RECOVERY (2002)
 EO0061
 EO0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0061'RECOVERED AS DESCRIBED.
 EO0061' 
 EO0061' 
 EO0061' 
 EO0061' 
 EO0061'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0126 ***********************************************************************
 BO0126  DESIGNATION -  M 104
 BO0126  PID         -  BO0126
 BO0126  STATE/COUNTY-  TX/SUTTON
 BO0126  USGS QUAD   -  NOLEN DRAW (1982)
 BO0126
 BO0126                         *CURRENT SURVEY CONTROL
 BO0126  ___________________________________________________________________
 BO0126* NAD 83(1986)-  30 39 31.     (N)    100 56 16.     (W)     SCALED    
 BO0126* NAVD 88     -       701.116  (meters)    2300.24   (feet)  ADJUSTED  
 BO0126  ___________________________________________________________________
 BO0126  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 BO0126  DYNAMIC HT  -         700.092 (meters)    2296.89  (feet)  COMP
 BO0126  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 BO0126
 BO0126  VERT ORDER  -  FIRST     CLASS II
 BO0126
 BO0126.The horizontal coordinates were scaled from a topographic map and have
 BO0126.an estimated accuracy of +/- 6 seconds.
 BO0126
 BO0126.The orthometric height was determined by differential leveling
 BO0126.and adjusted by the National Geodetic Survey in June 1991..
 BO0126
 BO0126.The geoid height was determined by GEOID03.
 BO0126
 BO0126.The dynamic height is computed by dividing the NAVD 88
 BO0126.geopotential number by the normal gravity value computed on the
 BO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0126.degrees latitude (g = 980.6199 gals.).
 BO0126
 BO0126.The modeled gravity was interpolated from observed gravity values.
 BO0126
 BO0126;                    North         East    Units  Estimated Accuracy
 BO0126;SPC TX C     - 3,110,120.      642,070.      MT  (+/- 180 meters Scaled)
 BO0126
 BO0126                          SUPERSEDED SURVEY CONTROL
 BO0126
 BO0126  NGVD 29 (??/??/92)  700.920  (m)         2299.60   (f) ADJ UNCH    1 2
 BO0126
 BO0126.Superseded values are not recommended for survey control.
 BO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0126.See file dsdata.txt to determine how the superseded data were derived.
 BO0126
 BO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU143933(NAD 83)
 BO0126_MARKER: DB = BENCH MARK DISK
 BO0126_SETTING: 66 = SET IN ROCK OUTCROP
 BO0126_SP_SET: OUTCROP
 BO0126_STAMPING: M 104 1933 2299.602
 BO0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0126+STABILITY: POSITION/ELEVATION WELL
 BO0126
 BO0126  HISTORY     - Date     Condition        Report By
 BO0126  HISTORY     - 1933     MONUMENTED       CGS
 BO0126  HISTORY     - 1958     GOOD             NGS
 BO0126
 BO0126                          STATION DESCRIPTION
 BO0126
 BO0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0126'16.4 MI E FROM OZONA.
 BO0126'ABOUT 16.4 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0126'OZONA AND ABOUT 19.55 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE
 BO0126'INTERSECTION OF 3RD STREET AND CROCKETT AVENUE AT SONORA, ABOUT 300
 BO0126'FEET EAST OF A CULVERT AND ON THE SOUTHEAST SLOPE OF A HILL, IN THE
 BO0126'TOP A ROCK OUTCROP AND SURROUNDED BY A CIRCLE OF LOOSE ROCK, 104 FEET
 BO0126'NORTH OF THE CENTER LINE OF THE HIGHWAY, 53 FEET NORTH OF A FENCE
 BO0126'LINE, ABOUT 5 FEET ABOVE THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0016 ***********************************************************************
 EO0016  DESIGNATION -  M 1040
 EO0016  PID         -  EO0016
 EO0016  STATE/COUNTY-  TX/DEAF SMITH
 EO0016  USGS QUAD   -  DAWN (1984)
 EO0016
 EO0016                         *CURRENT SURVEY CONTROL
 EO0016  ___________________________________________________________________
 EO0016* NAD 83(1986)-  34 54 49.     (N)    102 11 26.     (W)     SCALED    
 EO0016* NAVD 88     -      1156.169  (meters)    3793.20   (feet)  ADJUSTED  
 EO0016  ___________________________________________________________________
 EO0016  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 EO0016  DYNAMIC HT  -        1154.736 (meters)    3788.50  (feet)  COMP
 EO0016  MODELED GRAV-     979,354.8   (mgal)                       NAVD 88
 EO0016
 EO0016  VERT ORDER  -  FIRST     CLASS II
 EO0016
 EO0016.The horizontal coordinates were scaled from a topographic map and have
 EO0016.an estimated accuracy of +/- 6 seconds.
 EO0016
 EO0016.The orthometric height was determined by differential leveling
 EO0016.and adjusted by the National Geodetic Survey in June 1991..
 EO0016
 EO0016.The geoid height was determined by GEOID03.
 EO0016
 EO0016.The dynamic height is computed by dividing the NAVD 88
 EO0016.geopotential number by the normal gravity value computed on the
 EO0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0016.degrees latitude (g = 980.6199 gals.).
 EO0016
 EO0016.The modeled gravity was interpolated from observed gravity values.
 EO0016
 EO0016;                    North         East    Units  Estimated Accuracy
 EO0016;SPC TX N     - 1,101,570.      136,900.      MT  (+/- 180 meters Scaled)
 EO0016
 EO0016                          SUPERSEDED SURVEY CONTROL
 EO0016
 EO0016  NGVD 29 (??/??/92) 1155.639  (m)         3791.46   (f) ADJ UNCH    1 2
 EO0016
 EO0016.Superseded values are not recommended for survey control.
 EO0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0016.See file dsdata.txt to determine how the superseded data were derived.
 EO0016
 EO0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU566670(NAD 83)
 EO0016_MARKER: DB = BENCH MARK DISK
 EO0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0016_STAMPING: M 1040 1958
 EO0016_MARK LOGO: CGS   
 EO0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0016+STABILITY: SURFACE MOTION
 EO0016
 EO0016  HISTORY     - Date     Condition        Report By
 EO0016  HISTORY     - 1958     MONUMENTED       CGS
 EO0016  HISTORY     - 1984     GOOD             NGS
 EO0016
 EO0016                          STATION DESCRIPTION
 EO0016
 EO0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0016'5.4 MI SW FROM UMBARGER.
 EO0016'ABOUT 5.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0016'FROM THE STATION AT UMBARGER, 50 FEET NORTHWEST OF MILE POST 586,
 EO0016'ABOUT 0.6 MILE NORTHEAST OF DAWN STATION SIGN, 57 FEET NORTHWEST OF
 EO0016'THE NEAR RAIL OF THE MAIN TRACK, 115 FEET SOUTHEAST OF THE CENTER LINE
 EO0016'OF U. S. HIGHWAY 60, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 6
 EO0016'FEET BELOW THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF
 EO0016'A CONCRETE POST PROJECTING 6 INCHES.
 EO0016
 EO0016                          STATION RECOVERY (1984)
 EO0016
 EO0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0016'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  21.7 KM
 EO0016'(13.5 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0016'RAILROAD FROM THE STATION IN HEREFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0238 ***********************************************************************
 DM0238  DESIGNATION -  M 1041
 DM0238  PID         -  DM0238
 DM0238  STATE/COUNTY-  TX/CAMP
 DM0238  USGS QUAD   -  HARVARD (1963)
 DM0238
 DM0238                         *CURRENT SURVEY CONTROL
 DM0238  ___________________________________________________________________
 DM0238* NAD 83(1986)-  33 00 55.     (N)    094 53 04.     (W)     SCALED    
 DM0238* NAVD 88     -        81.350  (meters)     266.90   (feet)  ADJUSTED  
 DM0238  ___________________________________________________________________
 DM0238  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0238  DYNAMIC HT  -          81.260 (meters)     266.60  (feet)  COMP
 DM0238  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 DM0238
 DM0238  VERT ORDER  -  FIRST     CLASS II
 DM0238
 DM0238.The horizontal coordinates were scaled from a topographic map and have
 DM0238.an estimated accuracy of +/- 6 seconds.
 DM0238
 DM0238.The orthometric height was determined by differential leveling
 DM0238.and adjusted by the National Geodetic Survey in June 1991..
 DM0238
 DM0238.The geoid height was determined by GEOID03.
 DM0238
 DM0238.The dynamic height is computed by dividing the NAVD 88
 DM0238.geopotential number by the normal gravity value computed on the
 DM0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0238.degrees latitude (g = 980.6199 gals.).
 DM0238
 DM0238.The modeled gravity was interpolated from observed gravity values.
 DM0238
 DM0238;                    North         East    Units  Estimated Accuracy
 DM0238;SPC TXNC     - 2,155,360.      937,720.      MT  (+/- 180 meters Scaled)
 DM0238
 DM0238                          SUPERSEDED SURVEY CONTROL
 DM0238
 DM0238  NGVD 29 (??/??/92)   81.379  (m)          266.99   (f) ADJ UNCH    1 2
 DM0238
 DM0238.Superseded values are not recommended for survey control.
 DM0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0238.See file dsdata.txt to determine how the superseded data were derived.
 DM0238
 DM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS239545(NAD 83)
 DM0238_MARKER: DB = BENCH MARK DISK
 DM0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0238_STAMPING: M 1041 1954
 DM0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0238+STABILITY: SURFACE MOTION
 DM0238
 DM0238  HISTORY     - Date     Condition        Report By
 DM0238  HISTORY     - 1954     MONUMENTED       CGS
 DM0238  HISTORY     - 1964     GOOD             NGS
 DM0238
 DM0238                          STATION DESCRIPTION
 DM0238
 DM0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0238'5.1 MI NE FROM PITTSBURG.
 DM0238'5.1 MILES NORTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0238'STATION AT PITTSBURG, 4 POLES EAST OF THE CROSSING OF STATE HIGHWAY
 DM0238'11, 5 POLES WEST OF MILEPOST T - 93, 50 FEET SOUTH OF THE SOUTH RAIL,
 DM0238'2 FEET SOUTH OF A FENCE, 3 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET
 DM0238'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DM0238'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- (1961 REPORT). MARK WAS
 DM0238'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING EXCEPTION-- 9 POLES
 DM0238'EAST OF STATE HIGHWAY 11 OVERHEAD CROSSING.
 DM0238
 DM0238                          STATION RECOVERY (1964)
 DM0238
 DM0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0223 ***********************************************************************
 CR0223  DESIGNATION -  M 1042
 CR0223  PID         -  CR0223
 CR0223  STATE/COUNTY-  TX/CASS
 CR0223  USGS QUAD   -  AVINGER (1962)
 CR0223
 CR0223                         *CURRENT SURVEY CONTROL
 CR0223  ___________________________________________________________________
 CR0223* NAD 83(1986)-  32 56 59.     (N)    094 34 20.     (W)     SCALED    
 CR0223* NAVD 88     -        78.281  (meters)     256.83   (feet)  ADJUSTED  
 CR0223  ___________________________________________________________________
 CR0223  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CR0223  DYNAMIC HT  -          78.194 (meters)     256.54  (feet)  COMP
 CR0223  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 CR0223
 CR0223  VERT ORDER  -  FIRST     CLASS II
 CR0223
 CR0223.The horizontal coordinates were scaled from a topographic map and have
 CR0223.an estimated accuracy of +/- 6 seconds.
 CR0223
 CR0223.The orthometric height was determined by differential leveling
 CR0223.and adjusted by the National Geodetic Survey in June 1991..
 CR0223
 CR0223.The geoid height was determined by GEOID03.
 CR0223
 CR0223.The dynamic height is computed by dividing the NAVD 88
 CR0223.geopotential number by the normal gravity value computed on the
 CR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0223.degrees latitude (g = 980.6199 gals.).
 CR0223
 CR0223.The modeled gravity was interpolated from observed gravity values.
 CR0223
 CR0223;                    North         East    Units  Estimated Accuracy
 CR0223;SPC TXNC     - 2,149,140.      967,140.      MT  (+/- 180 meters Scaled)
 CR0223
 CR0223                          SUPERSEDED SURVEY CONTROL
 CR0223
 CR0223  NGVD 29 (??/??/92)   78.329  (m)          256.98   (f) ADJ UNCH    1 2
 CR0223
 CR0223.Superseded values are not recommended for survey control.
 CR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0223.See file dsdata.txt to determine how the superseded data were derived.
 CR0223
 CR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS530468(NAD 83)
 CR0223_MARKER: DB = BENCH MARK DISK
 CR0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0223_STAMPING: M 1042 1954
 CR0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0223+STABILITY: SURFACE MOTION
 CR0223
 CR0223  HISTORY     - Date     Condition        Report By
 CR0223  HISTORY     - 1954     MONUMENTED       CGS
 CR0223
 CR0223                          STATION DESCRIPTION
 CR0223
 CR0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0223'3.6 MI NW FROM AVINGER.
 CR0223'3.6 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0223'STATION AT AVINGER, 1 POLE NORTHWEST OF MILEPOST T - 71, 43 FEET
 CR0223'NORTHEAST OF THE NORTHEAST RAIL, 15.2 FEET NORTHEAST OF THE 1ST POLE
 CR0223'NORTHWEST OF MILEPOST T - 71, 2 FEET SOUTHWEST OF A FENCE, 2 FEET
 CR0223'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0223'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0108 ***********************************************************************
 DO0108  DESIGNATION -  M 1043
 DO0108  PID         -  DO0108
 DO0108  STATE/COUNTY-  TX/WICHITA
 DO0108  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0108
 DO0108                         *CURRENT SURVEY CONTROL
 DO0108  ___________________________________________________________________
 DO0108* NAD 83(1986)-  33 58 01.     (N)    098 28 41.     (W)     SCALED    
 DO0108* NAVD 88     -       298.984  (meters)     980.92   (feet)  ADJUSTED  
 DO0108  ___________________________________________________________________
 DO0108  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DO0108  DYNAMIC HT  -         298.658 (meters)     979.85  (feet)  COMP
 DO0108  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 DO0108
 DO0108  VERT ORDER  -  SECOND    CLASS 0
 DO0108
 DO0108.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0108
 DO0108.The horizontal coordinates were scaled from a topographic map and have
 DO0108.an estimated accuracy of +/- 6 seconds.
 DO0108
 DO0108.The orthometric height was determined by differential leveling
 DO0108.and adjusted by the National Geodetic Survey in June 1991..
 DO0108
 DO0108.The geoid height was determined by GEOID03.
 DO0108
 DO0108.The dynamic height is computed by dividing the NAVD 88
 DO0108.geopotential number by the normal gravity value computed on the
 DO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0108.degrees latitude (g = 980.6199 gals.).
 DO0108
 DO0108.The modeled gravity was interpolated from observed gravity values.
 DO0108
 DO0108;                    North         East    Units  Estimated Accuracy
 DO0108;SPC TXNC     - 2,255,090.      602,030.      MT  (+/- 180 meters Scaled)
 DO0108
 DO0108                          SUPERSEDED SURVEY CONTROL
 DO0108
 DO0108  NGVD 29 (??/??/92)  298.888  (m)          980.60   (f) ADJ UNCH    2 0
 DO0108
 DO0108.Superseded values are not recommended for survey control.
 DO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0108.See file dsdata.txt to determine how the superseded data were derived.
 DO0108
 DO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC482586(NAD 83)
 DO0108_MARKER: DB = BENCH MARK DISK
 DO0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0108_STAMPING: M 1043 1957
 DO0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0108+STABILITY: SURFACE MOTION
 DO0108
 DO0108  HISTORY     - Date     Condition        Report By
 DO0108  HISTORY     - 1957     MONUMENTED       CGS
 DO0108  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0108  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0108
 DO0108                          STATION DESCRIPTION
 DO0108
 DO0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0108'5 MI N FROM WICHITA FALLS.
 DO0108'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE,
 DO0108'14700 FEET SOUTH SOUTHEAST OF THE NORTH NORTHWEST END OF A PROPOSED
 DO0108'RUNWAY, 1600 FEET SOUTH SOUTHEAST OF THE SOUTH SOUTHEAST END OF THE
 DO0108'PROPOSED RUNWAY, 1000 FEET EAST NORTHEAST OF THE EXTENDED CENTER LINE
 DO0108'OF THE PROPOSED RUNWAY, 70 FEET WEST SOUTHWEST OF THE BOUNDARY LINE OF
 DO0108'THE AIR BASE, AT STATION 147 + 00 00/, 1.9 FEET SOUTH SOUTHWEST OF A
 DO0108'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 DO0108'THE GROUND.
 DO0108
 DO0108                          STATION RECOVERY (1984)
 DO0108
 DO0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0108'MARK NOT FOUND.
 DO0108
 DO0108                          STATION RECOVERY (2001)
 DO0108
 DO0108'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0009 ***********************************************************************
 CT0009  DESIGNATION -  M 1048
 CT0009  PID         -  CT0009
 CT0009  STATE/COUNTY-  TX/PALO PINTO
 CT0009  USGS QUAD   -  BRAZOS EAST (1984)
 CT0009
 CT0009                         *CURRENT SURVEY CONTROL
 CT0009  ___________________________________________________________________
 CT0009* NAD 83(1986)-  32 41 18.     (N)    098 04 21.     (W)     SCALED    
 CT0009* NAVD 88     -       232.773  (meters)     763.69   (feet)  ADJUSTED  
 CT0009  ___________________________________________________________________
 CT0009  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CT0009  DYNAMIC HT  -         232.487 (meters)     762.75  (feet)  COMP
 CT0009  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 CT0009
 CT0009  VERT ORDER  -  FIRST     CLASS II
 CT0009
 CT0009.The horizontal coordinates were scaled from a topographic map and have
 CT0009.an estimated accuracy of +/- 6 seconds.
 CT0009
 CT0009.The orthometric height was determined by differential leveling
 CT0009.and adjusted by the National Geodetic Survey in June 1991..
 CT0009
 CT0009.The geoid height was determined by GEOID03.
 CT0009
 CT0009.The dynamic height is computed by dividing the NAVD 88
 CT0009.geopotential number by the normal gravity value computed on the
 CT0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0009.degrees latitude (g = 980.6199 gals.).
 CT0009
 CT0009.The modeled gravity was interpolated from observed gravity values.
 CT0009
 CT0009;                    North         East    Units  Estimated Accuracy
 CT0009;SPC TXNC     - 2,113,370.      640,090.      MT  (+/- 180 meters Scaled)
 CT0009
 CT0009                          SUPERSEDED SURVEY CONTROL
 CT0009
 CT0009  NGVD 29 (??/??/92)  232.690  (m)          763.42   (f) ADJ UNCH    1 2
 CT0009
 CT0009.Superseded values are not recommended for survey control.
 CT0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0009.See file dsdata.txt to determine how the superseded data were derived.
 CT0009
 CT0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB869171(NAD 83)
 CT0009_MARKER: DB = BENCH MARK DISK
 CT0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0009_STAMPING: M 1048 1955
 CT0009_MARK LOGO: CGS   
 CT0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0009+STABILITY: SURFACE MOTION
 CT0009
 CT0009  HISTORY     - Date     Condition        Report By
 CT0009  HISTORY     - 1955     MONUMENTED       CGS
 CT0009  HISTORY     - 1983     GOOD             NGS
 CT0009
 CT0009                          STATION DESCRIPTION
 CT0009
 CT0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0009'3.9 MI NE FROM BRAZOS.
 CT0009'3.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0009'STATION SIGN AT BRAZOS, 0.25 MILE SOUTH OF A PRIVATE ROAD CROSSING, 76
 CT0009'FEET SOUTH OF THE CENTER OF A GATE, 18 FEET EAST OF MILEPOST 297, 2.7
 CT0009'FEET WEST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, 44.5 FEET EAST
 CT0009'OF THE EAST RAIL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CT0009'FOOT ABOVE THE GROUND.
 CT0009
 CT0009                          STATION RECOVERY (1983)
 CT0009
 CT0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0177 ***********************************************************************
 CT0177  DESIGNATION -  M 1049
 CT0177  PID         -  CT0177
 CT0177  STATE/COUNTY-  TX/EASTLAND
 CT0177  USGS QUAD   -  EASTLAND (1987)
 CT0177
 CT0177                         *CURRENT SURVEY CONTROL
 CT0177  ___________________________________________________________________
 CT0177* NAD 83(1986)-  32 24 39.     (N)    098 47 13.     (W)     SCALED    
 CT0177* NAVD 88     -       452.793  (meters)    1485.54   (feet)  ADJUSTED  
 CT0177  ___________________________________________________________________
 CT0177  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CT0177  DYNAMIC HT  -         452.213 (meters)    1483.64  (feet)  COMP
 CT0177  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 CT0177
 CT0177  VERT ORDER  -  FIRST     CLASS II
 CT0177
 CT0177.The horizontal coordinates were scaled from a topographic map and have
 CT0177.an estimated accuracy of +/- 6 seconds.
 CT0177
 CT0177.The orthometric height was determined by differential leveling
 CT0177.and adjusted by the National Geodetic Survey in June 1991..
 CT0177.WARNING-Repeat measurements at this control monument indicate possible
 CT0177.vertical movement.
 CT0177
 CT0177.The geoid height was determined by GEOID03.
 CT0177
 CT0177.The dynamic height is computed by dividing the NAVD 88
 CT0177.geopotential number by the normal gravity value computed on the
 CT0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0177.degrees latitude (g = 980.6199 gals.).
 CT0177
 CT0177.The modeled gravity was interpolated from observed gravity values.
 CT0177
 CT0177;                    North         East    Units  Estimated Accuracy
 CT0177;SPC TXNC     - 2,082,560.      573,010.      MT  (+/- 180 meters Scaled)
 CT0177
 CT0177                          SUPERSEDED SURVEY CONTROL
 CT0177
 CT0177  NGVD 29 (??/??/92)  452.657  (m)         1485.09   (f) ADJ UNCH    1 2
 CT0177
 CT0177.Superseded values are not recommended for survey control.
 CT0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0177.See file dsdata.txt to determine how the superseded data were derived.
 CT0177
 CT0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA200859(NAD 83)
 CT0177_MARKER: DB = BENCH MARK DISK
 CT0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0177_STAMPING: M 1049 1955
 CT0177_MARK LOGO: CGS   
 CT0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0177+STABILITY: SURFACE MOTION
 CT0177
 CT0177  HISTORY     - Date     Condition        Report By
 CT0177  HISTORY     - 1955     MONUMENTED       CGS
 CT0177  HISTORY     - 1983     GOOD             NGS
 CT0177  HISTORY     - 20020316 GOOD             USPSQD
 CT0177
 CT0177                          STATION DESCRIPTION
 CT0177
 CT0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0177'1.9 MI E FROM EASTLAND.
 CT0177'1.9 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0177'AT EASTLAND, 3 POLES EAST OF MILEPOST 349, 3 POLES WEST OF A ROAD
 CT0177'CROSSING, 71 FEET SOUTH OF THE SOUTH RAIL, 38.3 FEET SOUTH OF A
 CT0177'TELEPHONE POLE, 1.7 FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS
 CT0177'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CT0177'THE GROUND.
 CT0177
 CT0177                          STATION RECOVERY (1983)
 CT0177
 CT0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0177'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.9 KM
 CT0177'(6.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0177'FARM ROAD 2461 IN RANGER, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG A
 CT0177'GRAVELED ROAD, THENCE 0.2 KM (0.1 MI) WEST ALONG THE MISSOURI PACIFIC
 CT0177'RAILROAD.
 CT0177
 CT0177                          STATION RECOVERY (2002)
 CT0177
 CT0177'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0341 ***********************************************************************
 BO0341  DESIGNATION -  M 105
 BO0341  PID         -  BO0341
 BO0341  STATE/COUNTY-  TX/CROCKETT
 BO0341  USGS QUAD   -  FORT LANCASTER (1967)
 BO0341
 BO0341                         *CURRENT SURVEY CONTROL
 BO0341  ___________________________________________________________________
 BO0341* NAD 83(1986)-  30 40 58.     (N)    101 40 25.     (W)     SCALED    
 BO0341* NAVD 88     -       817.252  (meters)    2681.27   (feet)  ADJUSTED  
 BO0341  ___________________________________________________________________
 BO0341  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 BO0341  DYNAMIC HT  -         816.052 (meters)    2677.33  (feet)  COMP
 BO0341  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 BO0341
 BO0341  VERT ORDER  -  FIRST     CLASS II
 BO0341
 BO0341.The horizontal coordinates were scaled from a topographic map and have
 BO0341.an estimated accuracy of +/- 6 seconds.
 BO0341
 BO0341.The orthometric height was determined by differential leveling
 BO0341.and adjusted by the National Geodetic Survey in June 1991..
 BO0341
 BO0341.The geoid height was determined by GEOID03.
 BO0341
 BO0341.The dynamic height is computed by dividing the NAVD 88
 BO0341.geopotential number by the normal gravity value computed on the
 BO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0341.degrees latitude (g = 980.6199 gals.).
 BO0341
 BO0341.The modeled gravity was interpolated from observed gravity values.
 BO0341
 BO0341;                    North         East    Units  Estimated Accuracy
 BO0341;SPC TX C     - 3,113,420.      571,590.      MT  (+/- 180 meters Scaled)
 BO0341
 BO0341                          SUPERSEDED SURVEY CONTROL
 BO0341
 BO0341  NGVD 29 (??/??/92)  817.045  (m)         2680.59   (f) ADJ UNCH    1 2
 BO0341
 BO0341.Superseded values are not recommended for survey control.
 BO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0341.See file dsdata.txt to determine how the superseded data were derived.
 BO0341
 BO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU438974(NAD 83)
 BO0341_MARKER: DB = BENCH MARK DISK
 BO0341_SETTING: 66 = SET IN ROCK OUTCROP
 BO0341_SP_SET: BEDROCK
 BO0341_STAMPING: M 105 1933 2680.588
 BO0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0341+STABILITY: POSITION/ELEVATION WELL
 BO0341
 BO0341  HISTORY     - Date     Condition        Report By
 BO0341  HISTORY     - 1933     MONUMENTED       CGS
 BO0341  HISTORY     - 1958     GOOD             NGS
 BO0341
 BO0341                          STATION DESCRIPTION
 BO0341
 BO0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0341'11.3 MI E FROM SHEFFIELD.
 BO0341'ABOUT 11.3 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0341'SHEFFIELD, IN THE TOP OF BEDROCK SURROUNDED BY A CIRCLE OF LOOSE ROCK,
 BO0341'192 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE NORTH
 BO0341'OF THE ENTRANCE TO A ROAD SIDE PARK, ABOUT 500 FEET SOUTH OF A WOODEN
 BO0341'GATE AND TEE FENCE, 52 FEET WEST OF A FENCE, AND ABOUT 3 FEET ABOVE
 BO0341'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0038 ***********************************************************************
 CT0038  DESIGNATION -  M 1050
 CT0038  PID         -  CT0038
 CT0038  STATE/COUNTY-  TX/PALO PINTO
 CT0038  USGS QUAD   -  STRAWN EAST (1984)
 CT0038
 CT0038                         *CURRENT SURVEY CONTROL
 CT0038  ___________________________________________________________________
 CT0038* NAD 83(1986)-  32 32 54.     (N)    098 22 37.     (W)     SCALED    
 CT0038* NAVD 88     -       300.496  (meters)     985.88   (feet)  ADJUSTED  
 CT0038  ___________________________________________________________________
 CT0038  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CT0038  DYNAMIC HT  -         300.123 (meters)     984.65  (feet)  COMP
 CT0038  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 CT0038
 CT0038  VERT ORDER  -  FIRST     CLASS II
 CT0038
 CT0038.The horizontal coordinates were scaled from a topographic map and have
 CT0038.an estimated accuracy of +/- 6 seconds.
 CT0038
 CT0038.The orthometric height was determined by differential leveling
 CT0038.and adjusted by the National Geodetic Survey in June 1991..
 CT0038
 CT0038.The geoid height was determined by GEOID03.
 CT0038
 CT0038.The dynamic height is computed by dividing the NAVD 88
 CT0038.geopotential number by the normal gravity value computed on the
 CT0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0038.degrees latitude (g = 980.6199 gals.).
 CT0038
 CT0038.The modeled gravity was interpolated from observed gravity values.
 CT0038
 CT0038;                    North         East    Units  Estimated Accuracy
 CT0038;SPC TXNC     - 2,097,780.      611,560.      MT  (+/- 180 meters Scaled)
 CT0038
 CT0038                          SUPERSEDED SURVEY CONTROL
 CT0038
 CT0038  NGVD 29 (??/??/92)  300.396  (m)          985.55   (f) ADJ UNCH    1 2
 CT0038
 CT0038.Superseded values are not recommended for survey control.
 CT0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0038.See file dsdata.txt to determine how the superseded data were derived.
 CT0038
 CT0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB584013(NAD 83)
 CT0038_MARKER: DB = BENCH MARK DISK
 CT0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0038_SP_SET: CULVERT
 CT0038_STAMPING: M 1050 1956
 CT0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0038
 CT0038  HISTORY     - Date     Condition        Report By
 CT0038  HISTORY     - 1956     MONUMENTED       CGS
 CT0038  HISTORY     - 19980627 GOOD             USPSQD
 CT0038  HISTORY     - 20020316 GOOD             USPSQD
 CT0038  HISTORY     - 20040327 GOOD             USPSQD
 CT0038
 CT0038                          STATION DESCRIPTION
 CT0038
 CT0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0038'0.4 MI SW FROM GORDON.
 CT0038'0.4 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0038'STATION AT GORDON, 87 FEET EAST OF MILEPOST 319, 47 FEET SOUTHEAST OF
 CT0038'THE SOUTHEAST RAIL, 42 FEET NORTHWEST OF THE CENTER LINE OF STATE
 CT0038'HIGHWAY 193, SET IN THE TOP OF THE CENTER OF THE NORTHWEST HEADWALL OF
 CT0038'A CONCRETE CULVERT UNDER THE HIGHWAY.
 CT0038
 CT0038                          STATION RECOVERY (1998)
 CT0038
 CT0038'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0038'RECOVERED IN GOOD CONDITION.
 CT0038
 CT0038                          STATION RECOVERY (2002)
 CT0038
 CT0038'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CT0038'RECOVERED IN GOOD CONDITION.
 CT0038
 CT0038                          STATION RECOVERY (2004)
 CT0038
 CT0038'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0256 ***********************************************************************
 CT0256  DESIGNATION -  M 1051
 CT0256  PID         -  CT0256
 CT0256  STATE/COUNTY-  TX/STEPHENS
 CT0256  USGS QUAD   -  STRAWN WEST (1967)
 CT0256
 CT0256                         *CURRENT SURVEY CONTROL
 CT0256  ___________________________________________________________________
 CT0256* NAD 83(1986)-  32 32 11.     (N)    098 35 35.     (W)     SCALED    
 CT0256* NAVD 88     -       346.139  (meters)    1135.62   (feet)  ADJUSTED  
 CT0256  ___________________________________________________________________
 CT0256  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0256  DYNAMIC HT  -         345.702 (meters)    1134.19  (feet)  COMP
 CT0256  MODELED GRAV-     979,366.4   (mgal)                       NAVD 88
 CT0256
 CT0256  VERT ORDER  -  FIRST     CLASS II
 CT0256
 CT0256.The horizontal coordinates were scaled from a topographic map and have
 CT0256.an estimated accuracy of +/- 6 seconds.
 CT0256
 CT0256.The orthometric height was determined by differential leveling
 CT0256.and adjusted by the National Geodetic Survey in June 1991..
 CT0256
 CT0256.The geoid height was determined by GEOID03.
 CT0256
 CT0256.The dynamic height is computed by dividing the NAVD 88
 CT0256.geopotential number by the normal gravity value computed on the
 CT0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0256.degrees latitude (g = 980.6199 gals.).
 CT0256
 CT0256.The modeled gravity was interpolated from observed gravity values.
 CT0256
 CT0256;                    North         East    Units  Estimated Accuracy
 CT0256;SPC TXNC     - 2,096,450.      591,260.      MT  (+/- 180 meters Scaled)
 CT0256
 CT0256                          SUPERSEDED SURVEY CONTROL
 CT0256
 CT0256  NGVD 29 (??/??/92)  346.021  (m)         1135.24   (f) ADJ UNCH    1 2
 CT0256
 CT0256.Superseded values are not recommended for survey control.
 CT0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0256.See file dsdata.txt to determine how the superseded data were derived.
 CT0256
 CT0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA382999(NAD 83)
 CT0256_MARKER: DB = BENCH MARK DISK
 CT0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0256_SP_SET: BRIDGE ABUTMENT
 CT0256_STAMPING: M 1051 1956
 CT0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0256
 CT0256  HISTORY     - Date     Condition        Report By
 CT0256  HISTORY     - 1956     MONUMENTED       CGS
 CT0256
 CT0256                          STATION DESCRIPTION
 CT0256
 CT0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0256'6.4 MI W FROM STRAWN.
 CT0256'6.4 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0256'AT STRAWN, 44 FEET WEST OF SEMAPHORE 3327, 5.4 FEET NORTH OF THE NORTH
 CT0256'RAIL, SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF BRIDGE
 CT0256'332.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0413 ***********************************************************************
 CT0413  DESIGNATION -  M 1052
 CT0413  PID         -  CT0413
 CT0413  STATE/COUNTY-  TX/CALLAHAN
 CT0413  USGS QUAD   -  BAIRD (1966)
 CT0413
 CT0413                         *CURRENT SURVEY CONTROL
 CT0413  ___________________________________________________________________
 CT0413* NAD 83(1986)-  32 23 40.     (N)    099 24 45.     (W)     SCALED    
 CT0413* NAVD 88     -       545.049  (meters)    1788.21   (feet)  ADJUSTED  
 CT0413  ___________________________________________________________________
 CT0413  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CT0413  DYNAMIC HT  -         544.338 (meters)    1785.88  (feet)  COMP
 CT0413  MODELED GRAV-     979,317.1   (mgal)                       NAVD 88
 CT0413
 CT0413  VERT ORDER  -  FIRST     CLASS II
 CT0413
 CT0413.The horizontal coordinates were scaled from a topographic map and have
 CT0413.an estimated accuracy of +/- 6 seconds.
 CT0413
 CT0413.The orthometric height was determined by differential leveling
 CT0413.and adjusted by the National Geodetic Survey in June 1991..
 CT0413.WARNING-Repeat measurements at this control monument indicate possible
 CT0413.vertical movement.
 CT0413
 CT0413.The geoid height was determined by GEOID03.
 CT0413
 CT0413.The dynamic height is computed by dividing the NAVD 88
 CT0413.geopotential number by the normal gravity value computed on the
 CT0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0413.degrees latitude (g = 980.6199 gals.).
 CT0413
 CT0413.The modeled gravity was interpolated from observed gravity values.
 CT0413
 CT0413;                    North         East    Units  Estimated Accuracy
 CT0413;SPC TXNC     - 2,081,080.      514,150.      MT  (+/- 180 meters Scaled)
 CT0413
 CT0413                          SUPERSEDED SURVEY CONTROL
 CT0413
 CT0413  NGVD 29 (??/??/92)  544.872  (m)         1787.63   (f) ADJ UNCH    1 2
 CT0413
 CT0413.Superseded values are not recommended for survey control.
 CT0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0413.See file dsdata.txt to determine how the superseded data were derived.
 CT0413
 CT0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA612842(NAD 83)
 CT0413_MARKER: DB = BENCH MARK DISK
 CT0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0413_SP_SET: OVERPASS ABUTMENT
 CT0413_STAMPING: M 1052 1956
 CT0413_MARK LOGO: CGS   
 CT0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0413
 CT0413  HISTORY     - Date     Condition        Report By
 CT0413  HISTORY     - 1956     MONUMENTED       CGS
 CT0413  HISTORY     - 1961     GOOD             NGS
 CT0413  HISTORY     - 1983     GOOD             NGS
 CT0413  HISTORY     - 20011014 GOOD             USPSQD
 CT0413
 CT0413                          STATION DESCRIPTION
 CT0413
 CT0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0413'1.05 MI NW FROM BAIRD.
 CT0413'1.05 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0413'STATION AT BAIRD, 2 3/4 POLES SOUTHEAST OF MILEPOST 387, 5.8 FEET
 CT0413'NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT BELOW THE TOP OF THE RAILS,
 CT0413'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT
 CT0413'OF AN OVERPASS OVER FARM ROAD 18.
 CT0413
 CT0413                          STATION RECOVERY (1961)
 CT0413
 CT0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0413'RECOVERED IN GOOD CONDITION.
 CT0413
 CT0413                          STATION RECOVERY (1983)
 CT0413
 CT0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0413'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  31.9 KM
 CT0413'(19.8 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0413'RAILROAD STATION IN ABILENE.
 CT0413
 CT0413                          STATION RECOVERY (2001)
 CT0413
 CT0413'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0379 ***********************************************************************
 CT0379  DESIGNATION -  M 1053
 CT0379  PID         -  CT0379
 CT0379  STATE/COUNTY-  TX/EASTLAND
 CT0379  USGS QUAD   -  BERNIE LAKE (1966)
 CT0379
 CT0379                         *CURRENT SURVEY CONTROL
 CT0379  ___________________________________________________________________
 CT0379* NAD 83(1986)-  32 23 20.     (N)    099 04 52.     (W)     SCALED    
 CT0379* NAVD 88     -       499.240  (meters)    1637.92   (feet)  ADJUSTED  
 CT0379  ___________________________________________________________________
 CT0379  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CT0379  DYNAMIC HT  -         498.594 (meters)    1635.80  (feet)  COMP
 CT0379  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 CT0379
 CT0379  VERT ORDER  -  FIRST     CLASS II
 CT0379
 CT0379.The horizontal coordinates were scaled from a topographic map and have
 CT0379.an estimated accuracy of +/- 6 seconds.
 CT0379
 CT0379.The orthometric height was determined by differential leveling
 CT0379.and adjusted by the National Geodetic Survey in June 1991..
 CT0379.WARNING-Repeat measurements at this control monument indicate possible
 CT0379.vertical movement.
 CT0379
 CT0379.The geoid height was determined by GEOID03.
 CT0379
 CT0379.The dynamic height is computed by dividing the NAVD 88
 CT0379.geopotential number by the normal gravity value computed on the
 CT0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0379.degrees latitude (g = 980.6199 gals.).
 CT0379
 CT0379.The modeled gravity was interpolated from observed gravity values.
 CT0379
 CT0379;                    North         East    Units  Estimated Accuracy
 CT0379;SPC TXNC     - 2,080,240.      545,330.      MT  (+/- 180 meters Scaled)
 CT0379
 CT0379                          SUPERSEDED SURVEY CONTROL
 CT0379
 CT0379  NGVD 29 (??/??/92)  499.086  (m)         1637.42   (f) ADJ UNCH    1 2
 CT0379
 CT0379.Superseded values are not recommended for survey control.
 CT0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0379.See file dsdata.txt to determine how the superseded data were derived.
 CT0379
 CT0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA923835(NAD 83)
 CT0379_MARKER: DB = BENCH MARK DISK
 CT0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0379_SP_SET: CULVERT
 CT0379_STAMPING: M 1053 1956
 CT0379_MARK LOGO: CGS   
 CT0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0379
 CT0379  HISTORY     - Date     Condition        Report By
 CT0379  HISTORY     - 1956     MONUMENTED       CGS
 CT0379  HISTORY     - 1983     GOOD             NGS
 CT0379
 CT0379                          STATION DESCRIPTION
 CT0379
 CT0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0379'6.2 MI W FROM CISCO.
 CT0379'6.2 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0379'AT CISCO, 2 POLES EAST OF MILEPOST 367, 10 FEET SOUTH OF THE SOUTH
 CT0379'RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST
 CT0379'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 CT0379
 CT0379                          STATION RECOVERY (1983)
 CT0379
 CT0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0379'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0379'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 IN RANGER, THENCE
 CT0379'2.2 KM (1.35 MI) NORTHWEST ALONG CONRAD HILTON AVENUE, THENCE 10.1 KM
 CT0379'(6.25 MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0624 ***********************************************************************
 CU0624  DESIGNATION -  M 1054
 CU0624  PID         -  CU0624
 CU0624  STATE/COUNTY-  TX/MARTIN
 CU0624  USGS QUAD   -  STANTON SE (1966)
 CU0624
 CU0624                         *CURRENT SURVEY CONTROL
 CU0624  ___________________________________________________________________
 CU0624* NAD 83(1986)-  32 06 50.     (N)    101 49 50.     (W)     SCALED    
 CU0624* NAVD 88     -       820.631  (meters)    2692.35   (feet)  ADJUSTED  
 CU0624  ___________________________________________________________________
 CU0624  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 CU0624  DYNAMIC HT  -         819.492 (meters)    2688.62  (feet)  COMP
 CU0624  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 CU0624
 CU0624  VERT ORDER  -  FIRST     CLASS II
 CU0624
 CU0624.The horizontal coordinates were scaled from a topographic map and have
 CU0624.an estimated accuracy of +/- 6 seconds.
 CU0624
 CU0624.The orthometric height was determined by differential leveling
 CU0624.and adjusted by the National Geodetic Survey in June 1991..
 CU0624.WARNING-Repeat measurements at this control monument indicate possible
 CU0624.vertical movement.
 CU0624
 CU0624.The geoid height was determined by GEOID03.
 CU0624
 CU0624.The dynamic height is computed by dividing the NAVD 88
 CU0624.geopotential number by the normal gravity value computed on the
 CU0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0624.degrees latitude (g = 980.6199 gals.).
 CU0624
 CU0624.The modeled gravity was interpolated from observed gravity values.
 CU0624
 CU0624;                    North         East    Units  Estimated Accuracy
 CU0624;SPC TXNC     - 2,054,580.      285,730.      MT  (+/- 180 meters Scaled)
 CU0624
 CU0624                          SUPERSEDED SURVEY CONTROL
 CU0624
 CU0624  NGVD 29 (??/??/92)  820.330  (m)         2691.37   (f) ADJ UNCH    1 2
 CU0624
 CU0624.Superseded values are not recommended for survey control.
 CU0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0624.See file dsdata.txt to determine how the superseded data were derived.
 CU0624
 CU0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA329565(NAD 83)
 CU0624_MARKER: DB = BENCH MARK DISK
 CU0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0624_SP_SET: CULVERT
 CU0624_STAMPING: M 1054 1956
 CU0624_MARK LOGO: CGS   
 CU0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0624
 CU0624  HISTORY     - Date     Condition        Report By
 CU0624  HISTORY     - 1956     MONUMENTED       CGS
 CU0624  HISTORY     - 1982     GOOD             NGS
 CU0624
 CU0624                          STATION DESCRIPTION
 CU0624
 CU0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0624'2.7 MI SW FROM STANTON.
 CU0624'2.7 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0624'STATION AT STANTON, 0.1 MILE NORTHEAST OF A ROAD CROSSING, 3 POLES
 CU0624'NORTHEAST OF MILEPOST 537, 58 FEET NORTHWEST OF THE NORTHWEST RAIL, 30
 CU0624'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST TRAFFIC LANE OF
 CU0624'U.S. HIGHWAY 80, 5 FEET BELOW THE TOP OF THE RAILS, 2 FEET BELOW THE
 CU0624'LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE
 CU0624'SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 CU0624
 CU0624                          STATION RECOVERY (1982)
 CU0624
 CU0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0624'26.5 KM (16.45 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0624'FROM THE POST OFFICE IN MIDLAND, 0.3 KM (0.2 MI) NORTHEAST OF THE
 CU0624'JUNCTION OF A SIDE ROAD LEADING SOUTHEAST, 29.0 METERS (95.1 FT)
 CU0624'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF U. S. HIGHWAY
 CU0624'80 (STANTON EXIT) AND 17.4 METERS (57.1 FT) NORTHWEST OF THE NEAR
 CU0624'RAIL.
 CU0624'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0566 ***********************************************************************
 CT0566  DESIGNATION -  M 1055
 CT0566  PID         -  CT0566
 CT0566  STATE/COUNTY-  TX/TAYLOR
 CT0566  USGS QUAD   -  MERKEL EAST (1984)
 CT0566
 CT0566                         *CURRENT SURVEY CONTROL
 CT0566  ___________________________________________________________________
 CT0566* NAD 83(1986)-  32 27 28.     (N)    099 53 44.     (W)     SCALED    
 CT0566* NAVD 88     -       551.043  (meters)    1807.88   (feet)  ADJUSTED  
 CT0566  ___________________________________________________________________
 CT0566  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CT0566  DYNAMIC HT  -         550.327 (meters)    1805.53  (feet)  COMP
 CT0566  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 CT0566
 CT0566  VERT ORDER  -  FIRST     CLASS II
 CT0566
 CT0566.The horizontal coordinates were scaled from a topographic map and have
 CT0566.an estimated accuracy of +/- 6 seconds.
 CT0566
 CT0566.The orthometric height was determined by differential leveling
 CT0566.and adjusted by the National Geodetic Survey in June 1991..
 CT0566
 CT0566.The geoid height was determined by GEOID03.
 CT0566
 CT0566.The dynamic height is computed by dividing the NAVD 88
 CT0566.geopotential number by the normal gravity value computed on the
 CT0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0566.degrees latitude (g = 980.6199 gals.).
 CT0566
 CT0566.The modeled gravity was interpolated from observed gravity values.
 CT0566
 CT0566;                    North         East    Units  Estimated Accuracy
 CT0566;SPC TXNC     - 2,088,600.      468,800.      MT  (+/- 180 meters Scaled)
 CT0566
 CT0566                          SUPERSEDED SURVEY CONTROL
 CT0566
 CT0566  NGVD 29 (??/??/92)  550.870  (m)         1807.31   (f) ADJ UNCH    1 2
 CT0566
 CT0566.Superseded values are not recommended for survey control.
 CT0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0566.See file dsdata.txt to determine how the superseded data were derived.
 CT0566
 CT0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA158915(NAD 83)
 CT0566_MARKER: DB = BENCH MARK DISK
 CT0566_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0566_SP_SET: 19.5 FEET
 CT0566_STAMPING: M 1055 1956
 CT0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0566
 CT0566  HISTORY     - Date     Condition        Report By
 CT0566  HISTORY     - 1956     MONUMENTED       CGS
 CT0566  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0566  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CT0566  HISTORY     - 20011013 POOR             USPSQD
 CT0566
 CT0566                          STATION DESCRIPTION
 CT0566
 CT0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0566'1.5 MI W FROM TYE.
 CT0566'1.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0566'OFFICE AT TYE, 4 POLES WEST OF A PRIVATE ROAD CROSSING, 31.7 FEET
 CT0566'SOUTH OF THE SOUTH RAIL, 16.1 FEET NORTH OF A FENCE, 6.6 FEET EAST OF
 CT0566'MILEPOST 416, 2.8 FEET NORTH OF A WITNESS POST, CLAMPED ON THE TOP OF
 CT0566'A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 19.5 FEET IN THE
 CT0566'GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.8 FOOT ABOVE
 CT0566'THE GROUND.
 CT0566
 CT0566                          STATION RECOVERY (1982)
 CT0566
 CT0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0566'MARK NOT FOUND.
 CT0566
 CT0566                          STATION RECOVERY (1994)
 CT0566
 CT0566'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0566'MARK NOT FOUND.
 CT0566
 CT0566                          STATION RECOVERY (2001)
 CT0566
 CT0566'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0566'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0174 ***********************************************************************
 CU0174  DESIGNATION -  M 1056
 CU0174  PID         -  CU0174
 CU0174  STATE/COUNTY-  TX/NOLAN
 CU0174  USGS QUAD   -  SWEETWATER (1987)
 CU0174
 CU0174                         *CURRENT SURVEY CONTROL
 CU0174  ___________________________________________________________________
 CU0174* NAD 83(1986)-  32 27 19.     (N)    100 26 01.     (W)     SCALED    
 CU0174* NAVD 88     -       689.691  (meters)    2262.76   (feet)  POSTED    
 CU0174  ___________________________________________________________________
 CU0174  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CU0174  DYNAMIC HT  -         688.770 (meters)    2259.74  (feet)  COMP
 CU0174  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 CU0174
 CU0174  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CU0174
 CU0174.The horizontal coordinates were scaled from a topographic map and have
 CU0174.an estimated accuracy of +/- 6 seconds.
 CU0174
 CU0174.The orthometric height was determined by differential leveling
 CU0174.and adjusted by the National Geodetic Survey in 1992..
 CU0174.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CU0174.rate of 4.1 thru 8.0 mm/km.
 CU0174
 CU0174.The geoid height was determined by GEOID03.
 CU0174
 CU0174.The dynamic height is computed by dividing the NAVD 88
 CU0174.geopotential number by the normal gravity value computed on the
 CU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0174.degrees latitude (g = 980.6199 gals.).
 CU0174
 CU0174.The modeled gravity was interpolated from observed gravity values.
 CU0174
 CU0174;                    North         East    Units  Estimated Accuracy
 CU0174;SPC TXNC     - 2,089,120.      418,220.      MT  (+/- 180 meters Scaled)
 CU0174
 CU0174                          SUPERSEDED SURVEY CONTROL
 CU0174
 CU0174  NGVD 29 (??/??/92)  689.449  (m)         2261.97   (f) ADJ UNCH    1 2
 CU0174
 CU0174.Superseded values are not recommended for survey control.
 CU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0174.See file dsdata.txt to determine how the superseded data were derived.
 CU0174
 CU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA652918(NAD 83)
 CU0174_MARKER: DB = BENCH MARK DISK
 CU0174_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0174_SP_SET: 17.8 FT
 CU0174_STAMPING: M 1056 1956
 CU0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0174
 CU0174  HISTORY     - Date     Condition        Report By
 CU0174  HISTORY     - 1956     MONUMENTED       CGS
 CU0174  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0174
 CU0174                          STATION DESCRIPTION
 CU0174
 CU0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0174'1.9 MI SW FROM SWEETWATER.
 CU0174'1.9 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0174'STATION AT SWEETWATER, 9 POLES EAST OF MILEPOST 450, 2 POLES EAST OF A
 CU0174'ROAD CROSSING, 45.6 FEET NORTH OF THE NORTH RAIL, 47.3 FEET EAST OF A
 CU0174'TELEPHONE POLE, 2 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A WITNESS
 CU0174'POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH
 CU0174'IS DRIVEN 17.8 FEET IN THE GROUND, INCASED IN A 4 INCH TILE PIPE WHICH
 CU0174'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CU0174
 CU0174                          STATION RECOVERY (1982)
 CU0174
 CU0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0183 ***********************************************************************
 CU0183  DESIGNATION -  M 1057
 CU0183  PID         -  CU0183
 CU0183  STATE/COUNTY-  TX/NOLAN
 CU0183  USGS QUAD   -  SWEETWATER (1987)
 CU0183
 CU0183                         *CURRENT SURVEY CONTROL
 CU0183  ___________________________________________________________________
 CU0183* NAD 83(1986)-  32 27 16.     (N)    100 29 18.     (W)     SCALED    
 CU0183* NAVD 88     -       730.643  (meters)    2397.12   (feet)  ADJUSTED  
 CU0183  ___________________________________________________________________
 CU0183  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CU0183  DYNAMIC HT  -         729.663 (meters)    2393.90  (feet)  COMP
 CU0183  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 CU0183
 CU0183  VERT ORDER  -  FIRST     CLASS II
 CU0183
 CU0183.The horizontal coordinates were scaled from a topographic map and have
 CU0183.an estimated accuracy of +/- 6 seconds.
 CU0183
 CU0183.The orthometric height was determined by differential leveling
 CU0183.and adjusted by the National Geodetic Survey in June 1991..
 CU0183
 CU0183.The geoid height was determined by GEOID03.
 CU0183
 CU0183.The dynamic height is computed by dividing the NAVD 88
 CU0183.geopotential number by the normal gravity value computed on the
 CU0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0183.degrees latitude (g = 980.6199 gals.).
 CU0183
 CU0183.The modeled gravity was interpolated from observed gravity values.
 CU0183
 CU0183;                    North         East    Units  Estimated Accuracy
 CU0183;SPC TXNC     - 2,089,130.      413,070.      MT  (+/- 180 meters Scaled)
 CU0183
 CU0183                          SUPERSEDED SURVEY CONTROL
 CU0183
 CU0183  NGVD 29 (??/??/92)  730.377  (m)         2396.25   (f) ADJ UNCH    1 2
 CU0183
 CU0183.Superseded values are not recommended for survey control.
 CU0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0183.See file dsdata.txt to determine how the superseded data were derived.
 CU0183
 CU0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA601917(NAD 83)
 CU0183_MARKER: DB = BENCH MARK DISK
 CU0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0183_STAMPING: M 1057 1956
 CU0183_MARK LOGO: CGS   
 CU0183_PROJECTION: PROJECTING 5 CENTIMETERS
 CU0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0183+STABILITY: SURFACE MOTION
 CU0183
 CU0183  HISTORY     - Date     Condition        Report By
 CU0183  HISTORY     - 1956     MONUMENTED       CGS
 CU0183  HISTORY     - 1982     GOOD             NGS
 CU0183
 CU0183                          STATION DESCRIPTION
 CU0183
 CU0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0183'2.9 MI NE FROM ROSCOE.
 CU0183'2.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0183'STATION AT ROSCOE, 3 POLES SOUTHWEST OF A ROAD CROSSING, 51 FEET
 CU0183'NORTHWEST OF THE CENTER LINE OF AN OILED ROAD, 31.3 FEET SOUTHEAST OF
 CU0183'THE SOUTHEAST RAIL, 19.8 FEET NORTHEAST OF THE 1ST POLE NORTHEAST OF
 CU0183'MILEPOST 453, 2.2 FEET SOUTHWEST OF A WITNESS POST, 1.0 MILE SOUTHWEST
 CU0183'OF BENCH MARK H 1057, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CU0183'0.3 FOOT ABOVE THE GROUND.
 CU0183
 CU0183                          STATION RECOVERY (1982)
 CU0183
 CU0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0183'4.6 KM (2.85 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0183'FROM ITS JUNCTION WITH U.S. HIGHWAY 84 IN ROSCOE, 0.1 KM (0.05 MI)
 CU0183'SOUTHWEST OF A GRAVELED ROAD CROSSING, 27.0 METERS (88.6 FT) NORTHEAST
 CU0183'OF A UTILITY POLE, 15.6 METERS (51.2 FT) NORTH-NORTHWEST OF THE CENTER
 CU0183'OF A PAVED ROAD AND 9.5 METERS (31.2 FT) SOUTH-SOUTHEAST OF THE NEAR
 CU0183'RAIL.
 CU0183'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0183'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0365 ***********************************************************************
 CC0365  DESIGNATION -  M 1058
 CC0365  PID         -  CC0365
 CC0365  STATE/COUNTY-  TX/REEVES
 CC0365  USGS QUAD   -  GOZAR (1970)
 CC0365
 CC0365                         *CURRENT SURVEY CONTROL
 CC0365  ___________________________________________________________________
 CC0365* NAD 83(1986)-  31 14 41.     (N)    103 53 14.     (W)     SCALED    
 CC0365* NAVD 88     -       963.770  (meters)    3161.97   (feet)  ADJUSTED  
 CC0365  ___________________________________________________________________
 CC0365  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 CC0365  DYNAMIC HT  -         962.342 (meters)    3157.28  (feet)  COMP
 CC0365  MODELED GRAV-     979,126.2   (mgal)                       NAVD 88
 CC0365
 CC0365  VERT ORDER  -  FIRST     CLASS II
 CC0365
 CC0365.The horizontal coordinates were scaled from a topographic map and have
 CC0365.an estimated accuracy of +/- 6 seconds.
 CC0365
 CC0365.The orthometric height was determined by differential leveling
 CC0365.and adjusted by the National Geodetic Survey in June 1991..
 CC0365
 CC0365.The geoid height was determined by GEOID03.
 CC0365
 CC0365.The dynamic height is computed by dividing the NAVD 88
 CC0365.geopotential number by the normal gravity value computed on the
 CC0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0365.degrees latitude (g = 980.6199 gals.).
 CC0365
 CC0365.The modeled gravity was interpolated from observed gravity values.
 CC0365
 CC0365;                    North         East    Units  Estimated Accuracy
 CC0365;SPC TX C     - 3,180,340.      361,550.      MT  (+/- 180 meters Scaled)
 CC0365
 CC0365                          SUPERSEDED SURVEY CONTROL
 CC0365
 CC0365  NGVD 29 (??/??/92)  963.401  (m)         3160.76   (f) ADJ UNCH    1 2
 CC0365
 CC0365.Superseded values are not recommended for survey control.
 CC0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0365.See file dsdata.txt to determine how the superseded data were derived.
 CC0365
 CC0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ059572(NAD 83)
 CC0365_MARKER: DB = BENCH MARK DISK
 CC0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0365_STAMPING: M 1058 1956
 CC0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0365+STABILITY: SURFACE MOTION
 CC0365
 CC0365  HISTORY     - Date     Condition        Report By
 CC0365  HISTORY     - 1956     MONUMENTED       CGS
 CC0365
 CC0365                          STATION DESCRIPTION
 CC0365
 CC0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0365'3.1 MI NE FROM GOZAR.
 CC0365'3.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0365'STATION SIGN AT GOZAR, 20 POLES NORTHEAST OF MILEPOST 674, 47 FEET
 CC0365'SOUTHEAST OF THE SOUTHEAST RAIL, 8 FEET SOUTH OF A TELEPHONE POLE, 1
 CC0365'FOOT NORTHWEST OF A FENCE, 2.7 FEET NORTHEAST OF A WITNESS POST, SET
 CC0365'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CC0365'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0609 ***********************************************************************
 CU0609  DESIGNATION -  M 1059
 CU0609  PID         -  CU0609
 CU0609  STATE/COUNTY-  TX/HOWARD
 CU0609  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0609
 CU0609                         *CURRENT SURVEY CONTROL
 CU0609  ___________________________________________________________________
 CU0609* NAD 83(1986)-  32 10 34.     (N)    101 39 32.     (W)     SCALED    
 CU0609* NAVD 88     -       759.577  (meters)    2492.05   (feet)  ADJUSTED  
 CU0609  ___________________________________________________________________
 CU0609  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 CU0609  DYNAMIC HT  -         758.532 (meters)    2488.62  (feet)  COMP
 CU0609  MODELED GRAV-     979,239.2   (mgal)                       NAVD 88
 CU0609
 CU0609  VERT ORDER  -  FIRST     CLASS II
 CU0609
 CU0609.The horizontal coordinates were scaled from a topographic map and have
 CU0609.an estimated accuracy of +/- 6 seconds.
 CU0609
 CU0609.The orthometric height was determined by differential leveling
 CU0609.and adjusted by the National Geodetic Survey in June 1991..
 CU0609.WARNING-Repeat measurements at this control monument indicate possible
 CU0609.vertical movement.
 CU0609
 CU0609.The geoid height was determined by GEOID03.
 CU0609
 CU0609.The dynamic height is computed by dividing the NAVD 88
 CU0609.geopotential number by the normal gravity value computed on the
 CU0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0609.degrees latitude (g = 980.6199 gals.).
 CU0609
 CU0609.The modeled gravity was interpolated from observed gravity values.
 CU0609
 CU0609;                    North         East    Units  Estimated Accuracy
 CU0609;SPC TXNC     - 2,060,970.      302,130.      MT  (+/- 180 meters Scaled)
 CU0609
 CU0609                          SUPERSEDED SURVEY CONTROL
 CU0609
 CU0609  NGVD 29 (??/??/92)  759.315  (m)         2491.19   (f) ADJ UNCH    1 2
 CU0609
 CU0609.Superseded values are not recommended for survey control.
 CU0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0609.See file dsdata.txt to determine how the superseded data were derived.
 CU0609
 CU0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA492630(NAD 83)
 CU0609_MARKER: DB = BENCH MARK DISK
 CU0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0609_STAMPING: M 1059 1956
 CU0609_MARK LOGO: CGS   
 CU0609_PROJECTION: PROJECTING 2 CENTIMETERS
 CU0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0609+STABILITY: SURFACE MOTION
 CU0609
 CU0609  HISTORY     - Date     Condition        Report By
 CU0609  HISTORY     - 1956     MONUMENTED       CGS
 CU0609  HISTORY     - 1982     GOOD             NGS
 CU0609
 CU0609                          STATION DESCRIPTION
 CU0609
 CU0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0609'8.1 MI NE FROM STANTON.
 CU0609'8.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0609'STATION AT STANTON, AT THE CROSSING OF FARM ROAD 818, 20.5 FEET SOUTH
 CU0609'OF THE 3RD POLE NORTHEAST OF MILEPOST 526, 55 FEET SOUTHEAST OF THE
 CU0609'SOUTHEAST RAIL, 44 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD,
 CU0609'22 FEET NORTHWEST OF A POWER POLE, 8 FEET SOUTHEAST OF A FENCE CORNER,
 CU0609'2 FEET NORTHEAST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, 5
 CU0609'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 CU0609'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CU0609
 CU0609                          STATION RECOVERY (1982)
 CU0609
 CU0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0609'18.0 KM (11.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0609'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, THENCE 2.6 KM (1.6 MI)
 CU0609'SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD, 16.5 METERS (54.1
 CU0609'FT) SOUTH-SOUTHEAST OF THE NEAR RAIL, 13.4 METERS (44.0 FT)
 CU0609'WEST-SOUTHWEST OF THE CENTER OF FARM ROAD 818 AND 2.5 METERS (8.2 FT)
 CU0609'SOUTHEAST OF A FENCE CORNER.
 CU0609'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CU0609'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0013 ***********************************************************************
 BP0013  DESIGNATION -  M 106
 BP0013  PID         -  BP0013
 BP0013  STATE/COUNTY-  TX/PECOS
 BP0013  USGS QUAD   -  BAKERSFIELD (1969)
 BP0013
 BP0013                         *CURRENT SURVEY CONTROL
 BP0013  ___________________________________________________________________
 BP0013* NAD 83(1986)-  30 53 30.     (N)    102 19 38.     (W)     SCALED    
 BP0013* NAVD 88     -       806.702  (meters)    2646.65   (feet)  ADJUSTED  
 BP0013  ___________________________________________________________________
 BP0013  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BP0013  DYNAMIC HT  -         805.525 (meters)    2642.79  (feet)  COMP
 BP0013  MODELED GRAV-     979,154.2   (mgal)                       NAVD 88
 BP0013
 BP0013  VERT ORDER  -  FIRST     CLASS II
 BP0013
 BP0013.The horizontal coordinates were scaled from a topographic map and have
 BP0013.an estimated accuracy of +/- 6 seconds.
 BP0013
 BP0013.The orthometric height was determined by differential leveling
 BP0013.and adjusted by the National Geodetic Survey in June 1991..
 BP0013
 BP0013.The geoid height was determined by GEOID03.
 BP0013
 BP0013.The dynamic height is computed by dividing the NAVD 88
 BP0013.geopotential number by the normal gravity value computed on the
 BP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0013.degrees latitude (g = 980.6199 gals.).
 BP0013
 BP0013.The modeled gravity was interpolated from observed gravity values.
 BP0013
 BP0013;                    North         East    Units  Estimated Accuracy
 BP0013;SPC TX C     - 3,137,510.      509,390.      MT  (+/- 180 meters Scaled)
 BP0013
 BP0013                          SUPERSEDED SURVEY CONTROL
 BP0013
 BP0013  NGVD 29 (??/??/92)  806.430  (m)         2645.76   (f) ADJ UNCH    1 2
 BP0013
 BP0013.Superseded values are not recommended for survey control.
 BP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0013.See file dsdata.txt to determine how the superseded data were derived.
 BP0013
 BP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ554206(NAD 83)
 BP0013_MARKER: DB = BENCH MARK DISK
 BP0013_SETTING: 66 = SET IN ROCK OUTCROP
 BP0013_SP_SET: ROCK OUTCROP
 BP0013_STAMPING: M 106 1933 2645.762
 BP0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0013+STABILITY: POSITION/ELEVATION WELL
 BP0013
 BP0013  HISTORY     - Date     Condition        Report By
 BP0013  HISTORY     - 1933     MONUMENTED       CGS
 BP0013  HISTORY     - 1958     GOOD             NGS
 BP0013  HISTORY     - 1973     GOOD             LOCENG
 BP0013
 BP0013                          STATION DESCRIPTION
 BP0013
 BP0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0013'33.2 MI E FROM FORT STOCKTON.
 BP0013'ABOUT 33.2 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0013'SANTA FE RAILWAY STATION AT FORT STOCKTON, ABOUT 37.10 MILES WEST
 BP0013'ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT SHEFFIELD, IN THE TOP
 BP0013'OF A FLAT ROCK OUTCROP SURROUNDED BY A CIRCLE OF ROCKS, 87 FEET SOUTH
 BP0013'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 280 FEET WEST OF THE CREST OF
 BP0013'A HILL, NEAR THE WEST END OF A ROCKY CUT IN THE HIGHWAY, 213 FEET WEST
 BP0013'OF A POWER LINE POLE, 194 FEET WEST OF A CONCRETE RIGHT OF WAY MARKER
 BP0013'NUMBER 1772, AND 12 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 BP0013
 BP0013                          STATION RECOVERY (1973)
 BP0013
 BP0013'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 BP0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0153 ***********************************************************************
 CB0153  DESIGNATION -  M 106 USGS
 CB0153  PID         -  CB0153
 CB0153  STATE/COUNTY-  TX/TOM GREEN
 CB0153  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0153
 CB0153                         *CURRENT SURVEY CONTROL
 CB0153  ___________________________________________________________________
 CB0153* NAD 83(1986)-  31 25 47.     (N)    100 27 15.     (W)     SCALED    
 CB0153* NAVD 88     -       566.146  (meters)    1857.43   (feet)  ADJUSTED  
 CB0153  ___________________________________________________________________
 CB0153  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CB0153  DYNAMIC HT  -         565.371 (meters)    1854.89  (feet)  COMP
 CB0153  MODELED GRAV-     979,253.0   (mgal)                       NAVD 88
 CB0153
 CB0153  VERT ORDER  -  SECOND    CLASS 0
 CB0153
 CB0153.The horizontal coordinates were scaled from a topographic map and have
 CB0153.an estimated accuracy of +/- 6 seconds.
 CB0153
 CB0153.The orthometric height was determined by differential leveling
 CB0153.and adjusted by the National Geodetic Survey in June 1991..
 CB0153
 CB0153.The geoid height was determined by GEOID03.
 CB0153
 CB0153.The dynamic height is computed by dividing the NAVD 88
 CB0153.geopotential number by the normal gravity value computed on the
 CB0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0153.degrees latitude (g = 980.6199 gals.).
 CB0153
 CB0153.The modeled gravity was interpolated from observed gravity values.
 CB0153
 CB0153;                    North         East    Units  Estimated Accuracy
 CB0153;SPC TX C     - 3,195,450.      688,510.      MT  (+/- 180 meters Scaled)
 CB0153
 CB0153                          SUPERSEDED SURVEY CONTROL
 CB0153
 CB0153  NGVD 29 (??/??/92)  565.981  (m)         1856.89   (f) ADJ UNCH    2 0
 CB0153
 CB0153.Superseded values are not recommended for survey control.
 CB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0153.See file dsdata.txt to determine how the superseded data were derived.
 CB0153
 CB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV617781(NAD 83)
 CB0153_MARKER: DD = SURVEY DISK
 CB0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0153_STAMPING: M-106-23
 CB0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0153+STABILITY: SURFACE MOTION
 CB0153
 CB0153  HISTORY     - Date     Condition        Report By
 CB0153  HISTORY     - UNK      MONUMENTED       USGS
 CB0153  HISTORY     - 1934     GOOD             NGS
 CB0153  HISTORY     - 1940     GOOD             NGS
 CB0153  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0153  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 CB0153
 CB0153                          STATION DESCRIPTION
 CB0153
 CB0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0153'1.9 MI SW FROM SAN ANGELO.
 CB0153'1.9 MILES SW OF AND ALONG THE PANHANDLE AND S.F.R.R. 300 FT. W OF
 CB0153'SIDING, 40 FT. S OF GRADE CROSSING.  5 FT. W OF ROAD AND 1 FT. N OF
 CB0153'R/W FENCE.
 CB0153
 CB0153                          STATION RECOVERY (1940)
 CB0153
 CB0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0153'RECOVERED IN GOOD CONDITION.
 CB0153
 CB0153                          STATION RECOVERY (1981)
 CB0153
 CB0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0153'MARK NOT FOUND.
 CB0153
 CB0153                          STATION RECOVERY (2005)
 CB0153
 CB0153'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CB0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0547 ***********************************************************************
 CU0547  DESIGNATION -  M 1060
 CU0547  PID         -  CU0547
 CU0547  STATE/COUNTY-  TX/MITCHELL
 CU0547  USGS QUAD   -  WESTBROOK (1978)
 CU0547
 CU0547                         *CURRENT SURVEY CONTROL
 CU0547  ___________________________________________________________________
 CU0547* NAD 83(1986)-  32 20 16.     (N)    101 06 24.     (W)     SCALED    
 CU0547* NAVD 88     -       672.605  (meters)    2206.70   (feet)  ADJUSTED  
 CU0547  ___________________________________________________________________
 CU0547  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CU0547  DYNAMIC HT  -         671.700 (meters)    2203.74  (feet)  COMP
 CU0547  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 CU0547
 CU0547  VERT ORDER  -  FIRST     CLASS II
 CU0547
 CU0547.The horizontal coordinates were scaled from a topographic map and have
 CU0547.an estimated accuracy of +/- 6 seconds.
 CU0547
 CU0547.The orthometric height was determined by differential leveling
 CU0547.and adjusted by the National Geodetic Survey in June 1991..
 CU0547
 CU0547.The geoid height was determined by GEOID03.
 CU0547
 CU0547.The dynamic height is computed by dividing the NAVD 88
 CU0547.geopotential number by the normal gravity value computed on the
 CU0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0547.degrees latitude (g = 980.6199 gals.).
 CU0547
 CU0547.The modeled gravity was interpolated from observed gravity values.
 CU0547
 CU0547;                    North         East    Units  Estimated Accuracy
 CU0547;SPC TXNC     - 2,077,470.      354,630.      MT  (+/- 180 meters Scaled)
 CU0547
 CU0547                          SUPERSEDED SURVEY CONTROL
 CU0547
 CU0547  NGVD 29 (??/??/92)  672.375  (m)         2205.95   (f) ADJ UNCH    1 2
 CU0547
 CU0547.Superseded values are not recommended for survey control.
 CU0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0547.See file dsdata.txt to determine how the superseded data were derived.
 CU0547
 CU0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA017798(NAD 83)
 CU0547_MARKER: DB = BENCH MARK DISK
 CU0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0547_STAMPING: M 1060 1956
 CU0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0547+STABILITY: SURFACE MOTION
 CU0547
 CU0547  HISTORY     - Date     Condition        Report By
 CU0547  HISTORY     - 1956     MONUMENTED       CGS
 CU0547  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0547
 CU0547                          STATION DESCRIPTION
 CU0547
 CU0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0547'5.85 MI SW FROM WESTBROOK.
 CU0547'5.85 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0547'SECTION FOREMANS HOUSE AT WESTBROOK, AT A PRIVATE ROAD CROSSING, 41.5
 CU0547'FEET SOUTHEAST OF THE 6TH POLE NORTHEAST OF MILEPOST 491, 150 FEET
 CU0547'SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 65 FEET SOUTHEAST OF
 CU0547'THE SOUTHEAST RAIL OF THE MAIN TRACK, 2.8 FEET NORTHWEST OF A FENCE,
 CU0547'2.8 FEET NORTHEAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE
 CU0547'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CU0547'THE GROUND.
 CU0547
 CU0547                          STATION RECOVERY (1982)
 CU0547
 CU0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0010 ***********************************************************************
 CC0010  DESIGNATION -  M 1061
 CC0010  PID         -  CC0010
 CC0010  STATE/COUNTY-  TX/MIDLAND
 CC0010  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0010
 CC0010                         *CURRENT SURVEY CONTROL
 CC0010  ___________________________________________________________________
 CC0010* NAD 83(1986)-  31 58 11.     (N)    102 07 24.     (W)     SCALED    
 CC0010* NAVD 88     -       859.843  (meters)    2821.00   (feet)  ADJUSTED  
 CC0010  ___________________________________________________________________
 CC0010  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 CC0010  DYNAMIC HT  -         858.632 (meters)    2817.03  (feet)  COMP
 CC0010  MODELED GRAV-     979,202.9   (mgal)                       NAVD 88
 CC0010
 CC0010  VERT ORDER  -  FIRST     CLASS II
 CC0010
 CC0010.The horizontal coordinates were scaled from a topographic map and have
 CC0010.an estimated accuracy of +/- 6 seconds.
 CC0010
 CC0010.The orthometric height was determined by differential leveling
 CC0010.and adjusted by the National Geodetic Survey in June 1991..
 CC0010
 CC0010.The geoid height was determined by GEOID03.
 CC0010
 CC0010.The dynamic height is computed by dividing the NAVD 88
 CC0010.geopotential number by the normal gravity value computed on the
 CC0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0010.degrees latitude (g = 980.6199 gals.).
 CC0010
 CC0010.The modeled gravity was interpolated from observed gravity values.
 CC0010
 CC0010;                    North         East    Units  Estimated Accuracy
 CC0010;SPC TX C     - 3,256,680.      530,810.      MT  (+/- 180 meters Scaled)
 CC0010
 CC0010                          SUPERSEDED SURVEY CONTROL
 CC0010
 CC0010  NGVD 29 (??/??/92)  859.466  (m)         2819.76   (f) ADJ UNCH    1 2
 CC0010
 CC0010.Superseded values are not recommended for survey control.
 CC0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0010.See file dsdata.txt to determine how the superseded data were derived.
 CC0010
 CC0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR718406(NAD 83)
 CC0010_MARKER: DB = BENCH MARK DISK
 CC0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0010_STAMPING: M 1061 1956
 CC0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0010+STABILITY: SURFACE MOTION
 CC0010
 CC0010  HISTORY     - Date     Condition        Report By
 CC0010  HISTORY     - 1956     MONUMENTED       CGS
 CC0010  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0010
 CC0010                          STATION DESCRIPTION
 CC0010
 CC0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0010'3.3 MI SW FROM MIDLAND.
 CC0010'3.3 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0010'STATION AT MIDLAND, 10 POLES NORTHEAST OF MILEPOST 557, 35 FEET
 CC0010'SOUTHEAST OF THE SOUTHEAST RAIL, 39 FEET EAST OF SEMAPHORE 556.8, 5.7
 CC0010'FEET NORTHWEST OF A TELEPHONE POLE, 5 FEET NORTH OF A WITNESS POST,
 CC0010'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CC0010'GROUND.
 CC0010
 CC0010                          STATION RECOVERY (1982)
 CC0010
 CC0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0061 ***********************************************************************
 CC0061  DESIGNATION -  M 1062
 CC0061  PID         -  CC0061
 CC0061  STATE/COUNTY-  TX/ECTOR
 CC0061  USGS QUAD   -  ODESSA SW (1981)
 CC0061
 CC0061                         *CURRENT SURVEY CONTROL
 CC0061  ___________________________________________________________________
 CC0061* NAD 83(1986)-  31 47 41.     (N)    102 27 45.     (W)     SCALED    
 CC0061* NAVD 88     -       910.817  (meters)    2988.24   (feet)  ADJUSTED  
 CC0061  ___________________________________________________________________
 CC0061  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CC0061  DYNAMIC HT  -         909.530 (meters)    2984.02  (feet)  COMP
 CC0061  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 CC0061
 CC0061  VERT ORDER  -  FIRST     CLASS II
 CC0061
 CC0061.The horizontal coordinates were scaled from a topographic map and have
 CC0061.an estimated accuracy of +/- 6 seconds.
 CC0061
 CC0061.The orthometric height was determined by differential leveling
 CC0061.and adjusted by the National Geodetic Survey in June 1991..
 CC0061
 CC0061.The geoid height was determined by GEOID03.
 CC0061
 CC0061.The dynamic height is computed by dividing the NAVD 88
 CC0061.geopotential number by the normal gravity value computed on the
 CC0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0061.degrees latitude (g = 980.6199 gals.).
 CC0061
 CC0061.The modeled gravity was interpolated from observed gravity values.
 CC0061
 CC0061;                    North         East    Units  Estimated Accuracy
 CC0061;SPC TX C     - 3,237,840.      498,380.      MT  (+/- 180 meters Scaled)
 CC0061
 CC0061                          SUPERSEDED SURVEY CONTROL
 CC0061
 CC0061  NGVD 29 (??/??/92)  910.429  (m)         2986.97   (f) ADJ UNCH    1 2
 CC0061
 CC0061.Superseded values are not recommended for survey control.
 CC0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0061.See file dsdata.txt to determine how the superseded data were derived.
 CC0061
 CC0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR402204(NAD 83)
 CC0061_MARKER: DB = BENCH MARK DISK
 CC0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0061_STAMPING: M 1062 1956
 CC0061_MARK LOGO: CGS   
 CC0061_PROJECTION: PROJECTING 9 CENTIMETERS
 CC0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0061+STABILITY: SURFACE MOTION
 CC0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0061+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 CC0061
 CC0061  HISTORY     - Date     Condition        Report By
 CC0061  HISTORY     - 1956     MONUMENTED       CGS
 CC0061  HISTORY     - 1982     GOOD             NGS
 CC0061  HISTORY     - 20030807 GOOD             TXDOT
 CC0061
 CC0061                          STATION DESCRIPTION
 CC0061
 CC0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0061'6.5 MI SW FROM ODESSA.
 CC0061'6.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0061'STATION AT ODESSA, 27.7 FEET SOUTHWEST OF MILEPOST 580, 41 FEET
 CC0061'SOUTHEAST OF THE SOUTHEAST RAIL, 37 FEET NORTHWEST OF THE CENTER LINE
 CC0061'OF A GRAVELED ROAD, 4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 CC0061'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CC0061
 CC0061                          STATION RECOVERY (1982)
 CC0061
 CC0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0061'10.8 KM (6.7 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0061'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 40.5 METERS (132.9
 CC0061'FT) SOUTHWEST OF SIGNAL NUMBER 5798, 25.0 METERS (82.0 FT) SOUTH OF
 CC0061'MILEPOST 580, 12.4 METERS (40.7 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL,
 CC0061'11.2 METERS (36.7 FT) NORTHWEST OF THE CENTERLINE OF A PAVED ROAD AND
 CC0061'1.0 METER (3.3 FT) WEST-SOUTHWEST OF A WOODEN WITNESS POST.
 CC0061'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CC0061'THE MARK IS 0.5 M BELOW THE TRACKS.
 CC0061
 CC0061                          STATION RECOVERY (2003)
 CC0061
 CC0061'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (JCW)
 CC0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0445 ***********************************************************************
 CC0445  DESIGNATION -  M 1063
 CC0445  PID         -  CC0445
 CC0445  STATE/COUNTY-  TX/REEVES
 CC0445  USGS QUAD   -  WORSHAM (1971)
 CC0445
 CC0445                         *CURRENT SURVEY CONTROL
 CC0445  ___________________________________________________________________
 CC0445* NAD 83(1986)-  31 21 41.     (N)    103 31 49.     (W)     SCALED    
 CC0445* NAVD 88     -       801.434  (meters)    2629.37   (feet)  POSTED    
 CC0445  ___________________________________________________________________
 CC0445  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CC0445  DYNAMIC HT  -         800.270 (meters)    2625.55  (feet)  COMP
 CC0445  MODELED GRAV-     979,155.9   (mgal)                       NAVD 88
 CC0445
 CC0445  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0445
 CC0445.The horizontal coordinates were scaled from a topographic map and have
 CC0445.an estimated accuracy of +/- 6 seconds.
 CC0445
 CC0445.The orthometric height was determined by differential leveling
 CC0445.and adjusted by the National Geodetic Survey in 1992..
 CC0445.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0445.rate of 0.0 thru 1.0 mm/km.
 CC0445
 CC0445.The geoid height was determined by GEOID03.
 CC0445
 CC0445.The dynamic height is computed by dividing the NAVD 88
 CC0445.geopotential number by the normal gravity value computed on the
 CC0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0445.degrees latitude (g = 980.6199 gals.).
 CC0445
 CC0445.The modeled gravity was interpolated from observed gravity values.
 CC0445
 CC0445;                    North         East    Units  Estimated Accuracy
 CC0445;SPC TX C     - 3,192,240.      395,910.      MT  (+/- 180 meters Scaled)
 CC0445
 CC0445                          SUPERSEDED SURVEY CONTROL
 CC0445
 CC0445  NGVD 29 (??/??/92)  801.320  (m)         2629.00   (f) ADJ UNCH    1 2
 CC0445
 CC0445.Superseded values are not recommended for survey control.
 CC0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0445.See file dsdata.txt to determine how the superseded data were derived.
 CC0445
 CC0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ397705(NAD 83)
 CC0445_MARKER: DB = BENCH MARK DISK
 CC0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0445_STAMPING: M 1063 1956
 CC0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0445+STABILITY: SURFACE MOTION
 CC0445
 CC0445  HISTORY     - Date     Condition        Report By
 CC0445  HISTORY     - 1956     MONUMENTED       CGS
 CC0445
 CC0445                          STATION DESCRIPTION
 CC0445
 CC0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0445'5.4 MI S FROM PECOS.
 CC0445'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0445'THENCE 3.8 MILES SOUTH ALONG STATE HIGHWAY 17, AT THE WORSHAM AIRPORT,
 CC0445'132 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF THE
 CC0445'NORTHWEST CORNER OF THE SOUTH HANGAR, 2.3 FEET WEST OF A WITNESS POST,
 CC0445'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CC0445'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0231 ***********************************************************************
 CC0231  DESIGNATION -  M 1064
 CC0231  PID         -  CC0231
 CC0231  STATE/COUNTY-  TX/WARD
 CC0231  USGS QUAD   -  MONAHANS (1981)
 CC0231
 CC0231                         *CURRENT SURVEY CONTROL
 CC0231  ___________________________________________________________________
 CC0231* NAD 83(1986)-  31 34 57.     (N)    102 54 24.     (W)     SCALED    
 CC0231* NAVD 88     -       794.409  (meters)    2606.32   (feet)  ADJUSTED  
 CC0231  ___________________________________________________________________
 CC0231  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CC0231  DYNAMIC HT  -         793.304 (meters)    2602.70  (feet)  COMP
 CC0231  MODELED GRAV-     979,223.2   (mgal)                       NAVD 88
 CC0231
 CC0231  VERT ORDER  -  FIRST     CLASS II
 CC0231
 CC0231.This mark is at Roy Hurd Mem (E01) Airport (E01)
 CC0231
 CC0231.The horizontal coordinates were scaled from a topographic map and have
 CC0231.an estimated accuracy of +/- 6 seconds.
 CC0231
 CC0231.The orthometric height was determined by differential leveling
 CC0231.and adjusted by the National Geodetic Survey in June 1991..
 CC0231
 CC0231.The geoid height was determined by GEOID03.
 CC0231
 CC0231.The dynamic height is computed by dividing the NAVD 88
 CC0231.geopotential number by the normal gravity value computed on the
 CC0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0231.degrees latitude (g = 980.6199 gals.).
 CC0231
 CC0231.The modeled gravity was interpolated from observed gravity values.
 CC0231
 CC0231;                    North         East    Units  Estimated Accuracy
 CC0231;SPC TX C     - 3,215,210.      455,780.      MT  (+/- 180 meters Scaled)
 CC0231
 CC0231                          SUPERSEDED SURVEY CONTROL
 CC0231
 CC0231  NGVD 29 (??/??/92)  794.079  (m)         2605.24   (f) ADJ UNCH    1 2
 CC0231
 CC0231.Superseded values are not recommended for survey control.
 CC0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0231.See file dsdata.txt to determine how the superseded data were derived.
 CC0231
 CC0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ986960(NAD 83)
 CC0231_MARKER: DB = BENCH MARK DISK
 CC0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0231_STAMPING: M 1064 1956
 CC0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0231+STABILITY: SURFACE MOTION
 CC0231
 CC0231  HISTORY     - Date     Condition        Report By
 CC0231  HISTORY     - 1956     MONUMENTED       CGS
 CC0231  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0231
 CC0231                          STATION DESCRIPTION
 CC0231
 CC0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0231'1.4 MI SW FROM MONAHANS.
 CC0231'0.9 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CC0231'MONAHANS, THENCE 0.5 MILE SOUTH ALONG AN OILED ROAD, 64.2 FEET WEST OF
 CC0231'THE WEST CORNER OF THE ADMINISTRATION BUILDING AT THE HURD MEMORIAL
 CC0231'AIRPORT, 2 FEET NORTHEAST OF A FENCE CORNER, 184.8 FEET SOUTHWEST OF
 CC0231'THE WEST LEG OF THE BEACON TOWER, AT THE NORTHWEST EDGE OF A SIDEWALK,
 CC0231'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SIDEWALK.
 CC0231
 CC0231                          STATION RECOVERY (1981)
 CC0231
 CC0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0322 ***********************************************************************
 CC0322  DESIGNATION -  M 1065
 CC0322  PID         -  CC0322
 CC0322  STATE/COUNTY-  TX/WARD
 CC0322  USGS QUAD   -  QUITO DRAW (1981)
 CC0322
 CC0322                         *CURRENT SURVEY CONTROL
 CC0322  ___________________________________________________________________
 CC0322* NAD 83(1986)-  31 28 07.     (N)    103 21 13.     (W)     SCALED    
 CC0322* NAVD 88     -       800.970  (meters)    2627.85   (feet)  ADJUSTED  
 CC0322  ___________________________________________________________________
 CC0322  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CC0322  DYNAMIC HT  -         799.806 (meters)    2624.03  (feet)  COMP
 CC0322  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 CC0322
 CC0322  VERT ORDER  -  FIRST     CLASS II
 CC0322
 CC0322.The horizontal coordinates were scaled from a topographic map and have
 CC0322.an estimated accuracy of +/- 6 seconds.
 CC0322
 CC0322.The orthometric height was determined by differential leveling
 CC0322.and adjusted by the National Geodetic Survey in June 1991..
 CC0322
 CC0322.The geoid height was determined by GEOID03.
 CC0322
 CC0322.The dynamic height is computed by dividing the NAVD 88
 CC0322.geopotential number by the normal gravity value computed on the
 CC0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0322.degrees latitude (g = 980.6199 gals.).
 CC0322
 CC0322.The modeled gravity was interpolated from observed gravity values.
 CC0322
 CC0322;                    North         East    Units  Estimated Accuracy
 CC0322;SPC TX C     - 3,203,650.      413,030.      MT  (+/- 180 meters Scaled)
 CC0322
 CC0322                          SUPERSEDED SURVEY CONTROL
 CC0322
 CC0322  NGVD 29 (??/??/92)  800.629  (m)         2626.73   (f) ADJ UNCH    1 2
 CC0322
 CC0322.Superseded values are not recommended for survey control.
 CC0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0322.See file dsdata.txt to determine how the superseded data were derived.
 CC0322
 CC0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ564827(NAD 83)
 CC0322_MARKER: DB = BENCH MARK DISK
 CC0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0322_SP_SET: CULVERT
 CC0322_STAMPING: M 1065 1956
 CC0322_MARK LOGO: CGS   
 CC0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0322
 CC0322  HISTORY     - Date     Condition        Report By
 CC0322  HISTORY     - 1956     MONUMENTED       CGS
 CC0322  HISTORY     - 1981     GOOD             NGS
 CC0322
 CC0322                          STATION DESCRIPTION
 CC0322
 CC0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0322'2.5 MI NE FROM BARSTOW.
 CC0322'2.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0322'STATION AT BARSTOW, 3 POLES NORTHEAST OF MILEPOST 638, 13 FEET
 CC0322'SOUTHEAST OF THE SOUTHEAST RAIL, 1.5 FEET BELOW THE TOP OF THE RAILS,
 CC0322'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 40
 CC0322'INCH CONCRETE PIPE CULVERT.
 CC0322
 CC0322                          STATION RECOVERY (1981)
 CC0322
 CC0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0322'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 CC0322'WITH INTERSTATE HIGHWAY 20 IN PECOS, THENCE 16.3 KM (10.2 MI)
 CC0322'NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD, 0.2 KM (0.15 MI)
 CC0322'SOUTHWEST OF SEMAPHORE NUMBER 6378, IN TOP OF AND 0.2 METER (0.8 FT)
 CC0322'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A
 CC0322'40-INCH CONCRETE PIPE CULVERT, 4.0 METERS (13.0 FT) SOUTH-SOUTHEAST
 CC0322'OF THE NEAR RAIL.
 CC0322'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0354 ***********************************************************************
 CC0354  DESIGNATION -  M 1066
 CC0354  PID         -  CC0354
 CC0354  STATE/COUNTY-  TX/REEVES
 CC0354  USGS QUAD   -  TOYAH (1970)
 CC0354
 CC0354                         *CURRENT SURVEY CONTROL
 CC0354  ___________________________________________________________________
 CC0354* NAD 83(1986)-  31 19 20.     (N)    103 46 37.     (W)     SCALED    
 CC0354* NAVD 88     -       879.599  (meters)    2885.82   (feet)  ADJUSTED  
 CC0354  ___________________________________________________________________
 CC0354  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CC0354  DYNAMIC HT  -         878.299 (meters)    2881.55  (feet)  COMP
 CC0354  MODELED GRAV-     979,132.7   (mgal)                       NAVD 88
 CC0354
 CC0354  VERT ORDER  -  FIRST     CLASS II
 CC0354
 CC0354.The horizontal coordinates were scaled from a topographic map and have
 CC0354.an estimated accuracy of +/- 6 seconds.
 CC0354
 CC0354.The orthometric height was determined by differential leveling
 CC0354.and adjusted by the National Geodetic Survey in June 1991..
 CC0354
 CC0354.The geoid height was determined by GEOID03.
 CC0354
 CC0354.The dynamic height is computed by dividing the NAVD 88
 CC0354.geopotential number by the normal gravity value computed on the
 CC0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0354.degrees latitude (g = 980.6199 gals.).
 CC0354
 CC0354.The modeled gravity was interpolated from observed gravity values.
 CC0354
 CC0354;                    North         East    Units  Estimated Accuracy
 CC0354;SPC TX C     - 3,188,600.      372,320.      MT  (+/- 180 meters Scaled)
 CC0354
 CC0354                          SUPERSEDED SURVEY CONTROL
 CC0354
 CC0354  NGVD 29 (??/??/92)  879.247  (m)         2884.66   (f) ADJ UNCH    1 2
 CC0354
 CC0354.Superseded values are not recommended for survey control.
 CC0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0354.See file dsdata.txt to determine how the superseded data were derived.
 CC0354
 CC0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ163659(NAD 83)
 CC0354_MARKER: DB = BENCH MARK DISK
 CC0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0354_STAMPING: M 1066 1956
 CC0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0354+STABILITY: SURFACE MOTION
 CC0354
 CC0354  HISTORY     - Date     Condition        Report By
 CC0354  HISTORY     - 1956     MONUMENTED       CGS
 CC0354
 CC0354                          STATION DESCRIPTION
 CC0354
 CC0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0354'1.0 MI NE FROM TOYAH.
 CC0354'1.0 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0354'STATION AT TOYAH, 21.9 FEET SOUTHWEST OF MILEPOST 665, 45.6 FEET
 CC0354'SOUTHEAST OF THE SOUTHEAST RAIL, 34.4 FEET SOUTH OF THE SOUTH SIDE OF
 CC0354'A ROUND CONCRETE TELEPHONE BOOTH, 2.1 FEET NORTHWEST OF A FENCE, 2.5
 CC0354'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CC0354'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0512 ***********************************************************************
 CC0512  DESIGNATION -  M 1067
 CC0512  PID         -  CC0512
 CC0512  STATE/COUNTY-  TX/REEVES
 CC0512  USGS QUAD   -  MENTONE (1981)
 CC0512
 CC0512                         *CURRENT SURVEY CONTROL
 CC0512  ___________________________________________________________________
 CC0512* NAD 83(1986)-  31 38 05.     (N)    103 34 59.     (W)     SCALED    
 CC0512* NAVD 88     -       810.813  (meters)    2660.14   (feet)  ADJUSTED  
 CC0512  ___________________________________________________________________
 CC0512  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CC0512  DYNAMIC HT  -         809.624 (meters)    2656.24  (feet)  COMP
 CC0512  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 CC0512
 CC0512  VERT ORDER  -  FIRST     CLASS II
 CC0512
 CC0512.The horizontal coordinates were scaled from a topographic map and have
 CC0512.an estimated accuracy of +/- 6 seconds.
 CC0512
 CC0512.The orthometric height was determined by differential leveling
 CC0512.and adjusted by the National Geodetic Survey in June 1991..
 CC0512
 CC0512.The geoid height was determined by GEOID03.
 CC0512
 CC0512.The dynamic height is computed by dividing the NAVD 88
 CC0512.geopotential number by the normal gravity value computed on the
 CC0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0512.degrees latitude (g = 980.6199 gals.).
 CC0512
 CC0512.The modeled gravity was interpolated from observed gravity values.
 CC0512
 CC0512;                    North         East    Units  Estimated Accuracy
 CC0512;SPC TX C     - 3,222,680.      391,770.      MT  (+/- 180 meters Scaled)
 CC0512
 CC0512                          SUPERSEDED SURVEY CONTROL
 CC0512
 CC0512  NGVD 29 (??/??/92)  810.427  (m)         2658.88   (f) ADJ UNCH    1 2
 CC0512
 CC0512.Superseded values are not recommended for survey control.
 CC0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0512.See file dsdata.txt to determine how the superseded data were derived.
 CC0512
 CC0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR343008(NAD 83)
 CC0512_MARKER: DB = BENCH MARK DISK
 CC0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0512_STAMPING: M 1067 1956
 CC0512_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0512+STABILITY: SURFACE MOTION
 CC0512
 CC0512  HISTORY     - Date     Condition        Report By
 CC0512  HISTORY     - 1956     MONUMENTED       CGS
 CC0512  HISTORY     - 1981     GOOD             NGS
 CC0512
 CC0512                          STATION DESCRIPTION
 CC0512
 CC0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0512'16.5 MI N FROM PECOS.
 CC0512'16.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0512'STATION AT PECOS, 88.1 FEET EAST OF THE 1ST POLE SOUTHEAST OF MILEPOST
 CC0512'255, 25 FEET EAST OF THE EAST CORNER OF THE CONCRETE HEADWALL OF A
 CC0512'TILE PIPE CULVERT, 17.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 60 FEET
 CC0512'NORTHWEST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTHEAST, 2 FEET
 CC0512'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0512'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0512
 CC0512                          STATION RECOVERY (1981)
 CC0512
 CC0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0512'25.9 KM (16.1 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0512'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD, 0.2
 CC0512'KM (0.1 MI) SOUTH-SOUTHEAST OF MILE POST 255, AT A DIRT ROAD CROSSING,
 CC0512'18.3 METERS (60.0 FT) NORTHWEST OF THE CENTER OF THE ROAD, 14.6
 CC0512'METERS (48.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A RAILROAD
 CC0512'CATTLE GUARD, 13.9 METERS (45.5 FT) NORTHWEST OF A FENCE, AND 5.3
 CC0512'METERS (17.4 FT) NORTH-NORTHEAST OF THE NEAR RAIL.
 CC0512'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CC0512'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0089 ***********************************************************************
 CD0089  DESIGNATION -  M 1068
 CD0089  PID         -  CD0089
 CD0089  STATE/COUNTY-  TX/CULBERSON
 CD0089  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0089
 CD0089                         *CURRENT SURVEY CONTROL
 CD0089  ___________________________________________________________________
 CD0089* NAD 83(1986)-  31 07 01.     (N)    104 06 32.     (W)     SCALED    
 CD0089* NAVD 88     -      1179.068  (meters)    3868.33   (feet)  ADJUSTED  
 CD0089  ___________________________________________________________________
 CD0089  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 CD0089  DYNAMIC HT  -        1177.263 (meters)    3862.40  (feet)  COMP
 CD0089  MODELED GRAV-     979,068.9   (mgal)                       NAVD 88
 CD0089
 CD0089  VERT ORDER  -  FIRST     CLASS II
 CD0089
 CD0089.The horizontal coordinates were scaled from a topographic map and have
 CD0089.an estimated accuracy of +/- 6 seconds.
 CD0089
 CD0089.The orthometric height was determined by differential leveling
 CD0089.and adjusted by the National Geodetic Survey in June 1991..
 CD0089
 CD0089.The geoid height was determined by GEOID03.
 CD0089
 CD0089.The dynamic height is computed by dividing the NAVD 88
 CD0089.geopotential number by the normal gravity value computed on the
 CD0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0089.degrees latitude (g = 980.6199 gals.).
 CD0089
 CD0089.The modeled gravity was interpolated from observed gravity values.
 CD0089
 CD0089;                    North         East    Units  Estimated Accuracy
 CD0089;SPC TX C     - 3,166,880.      339,970.      MT  (+/- 180 meters Scaled)
 CD0089
 CD0089                          SUPERSEDED SURVEY CONTROL
 CD0089
 CD0089  NGVD 29 (??/??/92) 1178.619  (m)         3866.85   (f) ADJ UNCH    1 2
 CD0089
 CD0089.Superseded values are not recommended for survey control.
 CD0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0089.See file dsdata.txt to determine how the superseded data were derived.
 CD0089
 CD0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ849429(NAD 83)
 CD0089_MARKER: DB = BENCH MARK DISK
 CD0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0089_STAMPING: M 1068 1956
 CD0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0089+STABILITY: SURFACE MOTION
 CD0089
 CD0089  HISTORY     - Date     Condition        Report By
 CD0089  HISTORY     - 1956     MONUMENTED       CGS
 CD0089
 CD0089                          STATION DESCRIPTION
 CD0089
 CD0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0089'3.3 MI SW FROM SAN MARTINE.
 CD0089'3.3 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0089'SECTION FOREMANS HOUSE AT SAN MARTINE, 176 FEET EAST OF MILEPOST 690,
 CD0089'79 FEET EAST OF THE EAST RAIL, 28 FEET NORTHEAST OF A TELEPHONE POLE,
 CD0089'1.9 FEET EAST OF A FENCE, 1.9 FEET SOUTH OF A WITNESS POST, 6 FEET
 CD0089'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 CD0089'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0125 ***********************************************************************
 CD0125  DESIGNATION -  M 1069
 CD0125  PID         -  CD0125
 CD0125  STATE/COUNTY-  TX/CULBERSON
 CD0125  USGS QUAD   -  BORACHO (1970)
 CD0125
 CD0125                         *CURRENT SURVEY CONTROL
 CD0125  ___________________________________________________________________
 CD0125* NAD 83(1986)-  31 04 15.     (N)    104 27 57.     (W)     SCALED    
 CD0125* NAVD 88     -      1278.406  (meters)    4194.24   (feet)  ADJUSTED  
 CD0125  ___________________________________________________________________
 CD0125  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 CD0125  DYNAMIC HT  -        1276.415 (meters)    4187.70  (feet)  COMP
 CD0125  MODELED GRAV-     979,039.2   (mgal)                       NAVD 88
 CD0125
 CD0125  VERT ORDER  -  FIRST     CLASS II
 CD0125
 CD0125.The horizontal coordinates were scaled from a topographic map and have
 CD0125.an estimated accuracy of +/- 6 seconds.
 CD0125
 CD0125.The orthometric height was determined by differential leveling
 CD0125.and adjusted by the National Geodetic Survey in June 1991..
 CD0125
 CD0125.The geoid height was determined by GEOID03.
 CD0125
 CD0125.The dynamic height is computed by dividing the NAVD 88
 CD0125.geopotential number by the normal gravity value computed on the
 CD0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0125.degrees latitude (g = 980.6199 gals.).
 CD0125
 CD0125.The modeled gravity was interpolated from observed gravity values.
 CD0125
 CD0125;                    North         East    Units  Estimated Accuracy
 CD0125;SPC TX C     - 3,162,980.      305,760.      MT  (+/- 180 meters Scaled)
 CD0125
 CD0125                          SUPERSEDED SURVEY CONTROL
 CD0125
 CD0125  NGVD 29 (??/??/92) 1277.905  (m)         4192.59   (f) ADJ UNCH    1 2
 CD0125
 CD0125.Superseded values are not recommended for survey control.
 CD0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0125.See file dsdata.txt to determine how the superseded data were derived.
 CD0125
 CD0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ509375(NAD 83)
 CD0125_MARKER: DB = BENCH MARK DISK
 CD0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0125_STAMPING: M 1069 1956
 CD0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0125+STABILITY: SURFACE MOTION
 CD0125
 CD0125  HISTORY     - Date     Condition        Report By
 CD0125  HISTORY     - 1956     MONUMENTED       CGS
 CD0125
 CD0125                          STATION DESCRIPTION
 CD0125
 CD0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0125'4.7 MI W FROM BORACHO.
 CD0125'4.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0125'FOREMANS HOUSE AT BORACHO, 99 FEET SOUTH OF THE SOUTH RAIL, ON THE
 CD0125'OUTSIDE OF A LONG CURVE IN THE RAILROAD, 60 FEET SOUTH OF THE 16TH
 CD0125'POLE EAST OF MILEPOST 714, 49 FEET SOUTH OF A FENCE, 16 FEET SOUTH OF
 CD0125'THE CENTER LINE OF AN OLD RAILROAD GRADE, 2.2 FEET WEST OF A WITNESS
 CD0125'POST, 6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 CD0125'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0168 ***********************************************************************
 CB0168  DESIGNATION -  M 107
 CB0168  PID         -  CB0168
 CB0168  STATE/COUNTY-  TX/TOM GREEN
 CB0168  USGS QUAD   -  TWIN BUTTES (1978)
 CB0168
 CB0168                         *CURRENT SURVEY CONTROL
 CB0168  ___________________________________________________________________
 CB0168* NAD 83(1986)-  31 23 23.     (N)    100 30 26.     (W)     SCALED    
 CB0168* NAVD 88     -       575.476  (meters)    1888.04   (feet)  ADJUSTED  
 CB0168  ___________________________________________________________________
 CB0168  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CB0168  DYNAMIC HT  -         574.685 (meters)    1885.45  (feet)  COMP
 CB0168  MODELED GRAV-     979,247.5   (mgal)                       NAVD 88
 CB0168
 CB0168  VERT ORDER  -  SECOND    CLASS 0
 CB0168
 CB0168.The horizontal coordinates were scaled from a topographic map and have
 CB0168.an estimated accuracy of +/- 6 seconds.
 CB0168
 CB0168.The orthometric height was determined by differential leveling
 CB0168.and adjusted by the National Geodetic Survey in June 1991..
 CB0168
 CB0168.The geoid height was determined by GEOID03.
 CB0168
 CB0168.The dynamic height is computed by dividing the NAVD 88
 CB0168.geopotential number by the normal gravity value computed on the
 CB0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0168.degrees latitude (g = 980.6199 gals.).
 CB0168
 CB0168.The modeled gravity was interpolated from observed gravity values.
 CB0168
 CB0168;                    North         East    Units  Estimated Accuracy
 CB0168;SPC TX C     - 3,191,020.      683,460.      MT  (+/- 180 meters Scaled)
 CB0168
 CB0168                          SUPERSEDED SURVEY CONTROL
 CB0168
 CB0168  NGVD 29 (??/??/92)  575.306  (m)         1887.48   (f) ADJ UNCH    2 0
 CB0168
 CB0168.Superseded values are not recommended for survey control.
 CB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0168.See file dsdata.txt to determine how the superseded data were derived.
 CB0168
 CB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV566737(NAD 83)
 CB0168_MARKER: DD = SURVEY DISK
 CB0168_SETTING: 66 = SET IN ROCK OUTCROP
 CB0168_SP_SET: BEDROCK
 CB0168_STAMPING: M-107-23
 CB0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0168+STABILITY: POSITION/ELEVATION WELL
 CB0168
 CB0168  HISTORY     - Date     Condition        Report By
 CB0168  HISTORY     - UNK      MONUMENTED       USGS
 CB0168  HISTORY     - 1934     GOOD             NGS
 CB0168  HISTORY     - 1940     POOR             NGS
 CB0168
 CB0168                          STATION DESCRIPTION
 CB0168
 CB0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0168'6.1 MI SW FROM SAN ANGELO.
 CB0168'6.1 MILES SW OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.2 MILE W OF
 CB0168'BRIDGE NO. 187.  AT W END OF FILL ACROSS BIG ARROYO ON E SIDE OF HILL.
 CB0168'40 FT. N OF TRACK AND ABOUT 3 FT. ABOVE GRADE OF RAILS. UNDER
 CB0168'TELEGRAPH WIRES, ON SLOPING EMBEDDED ROCK.
 CB0168
 CB0168                          STATION RECOVERY (1940)
 CB0168
 CB0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0168'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0177 ***********************************************************************
 CC0177  DESIGNATION -  M 107
 CC0177  PID         -  CC0177
 CC0177  STATE/COUNTY-  TX/PECOS
 CC0177  USGS QUAD   -  GRANDFALLS SW (1969)
 CC0177
 CC0177                         *CURRENT SURVEY CONTROL
 CC0177  ___________________________________________________________________
 CC0177* NAD 83(1986)-  31 16 38.     (N)    102 53 22.     (W)     SCALED    
 CC0177* NAVD 88     -       746.687  (meters)    2449.76   (feet)  ADJUSTED  
 CC0177  ___________________________________________________________________
 CC0177  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CC0177  DYNAMIC HT  -         745.631 (meters)    2446.29  (feet)  COMP
 CC0177  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 CC0177
 CC0177  VERT ORDER  -  FIRST     CLASS II
 CC0177
 CC0177.The horizontal coordinates were scaled from a topographic map and have
 CC0177.an estimated accuracy of +/- 6 seconds.
 CC0177
 CC0177.The orthometric height was determined by differential leveling
 CC0177.and adjusted by the National Geodetic Survey in June 1991..
 CC0177
 CC0177.The geoid height was determined by GEOID03.
 CC0177
 CC0177.The dynamic height is computed by dividing the NAVD 88
 CC0177.geopotential number by the normal gravity value computed on the
 CC0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0177.degrees latitude (g = 980.6199 gals.).
 CC0177
 CC0177.The modeled gravity was interpolated from observed gravity values.
 CC0177
 CC0177;                    North         East    Units  Estimated Accuracy
 CC0177;SPC TX C     - 3,181,340.      456,640.      MT  (+/- 180 meters Scaled)
 CC0177
 CC0177                          SUPERSEDED SURVEY CONTROL
 CC0177
 CC0177  NGVD 29 (??/??/92)  746.411  (m)         2448.85   (f) ADJ UNCH    1 2
 CC0177
 CC0177.Superseded values are not recommended for survey control.
 CC0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0177.See file dsdata.txt to determine how the superseded data were derived.
 CC0177
 CC0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ009622(NAD 83)
 CC0177_MARKER: DB = BENCH MARK DISK
 CC0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0177_STAMPING: M 107 1933 2448.850
 CC0177_MARK LOGO: CGS   
 CC0177_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0177+STABILITY: SURFACE MOTION
 CC0177
 CC0177  HISTORY     - Date     Condition        Report By
 CC0177  HISTORY     - 1933     MONUMENTED       CGS
 CC0177  HISTORY     - 1958     GOOD             NGS
 CC0177  HISTORY     - 1981     GOOD             NGS
 CC0177
 CC0177                          STATION DESCRIPTION
 CC0177
 CC0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0177'5.3 MI S FROM GRANDFALLS.
 CC0177'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY 82 FROM THE FIRST BAPTIST
 CC0177'CHURCH AT GRANDFALLS, 65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CC0177'ABOUT 0.15 MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST,
 CC0177'ABOUT 119 YARDS SOUTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL
 CC0177'OF A 4-CHANNEL CULVERT, 5 FEET EAST OF THE EAST RIGHT OF WAY FENCE, 5
 CC0177'FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 CC0177'POST PROJECTING 7 INCHES.
 CC0177
 CC0177                          STATION RECOVERY (1981)
 CC0177
 CC0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0177'8.5 KM (5.3 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0177'WITH STATE HIGHWAY 329 IN GRANDFALLS, 0.2 KM (0.15 MI) NORTH OF
 CC0177'A DIRT ROAD LEADING WEST, 108.8 METERS (357.0 FT) SOUTH OF THE SOUTH
 CC0177'END OF THE HEADWALL OF A CONCRETE CULVERT, 36.6 METERS (120.0 FT)
 CC0177'SOUTH OF A UTILITY POLE, 20.7 METERS (68.0 FT) EAST OF THE CENTERLINE
 CC0177'OF THE HIGHWAY AND 1.5 METERS (5.0 FT) EAST OF A FENCE AND WOODEN
 CC0177'WITNESS POST.
 CC0177'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 CC0177'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0203 ***********************************************************************
 CD0203  DESIGNATION -  M 1070
 CD0203  PID         -  CD0203
 CD0203  STATE/COUNTY-  TX/CULBERSON
 CD0203  USGS QUAD   -  VAN HORN (1979)
 CD0203
 CD0203                         *CURRENT SURVEY CONTROL
 CD0203  ___________________________________________________________________
 CD0203* NAD 83(1986)-  31 03 15.     (N)    104 49 04.     (W)     SCALED    
 CD0203* NAVD 88     -      1229.165  (meters)    4032.69   (feet)  ADJUSTED  
 CD0203  ___________________________________________________________________
 CD0203  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0203  DYNAMIC HT  -        1227.231 (meters)    4026.34  (feet)  COMP
 CD0203  MODELED GRAV-     979,025.0   (mgal)                       NAVD 88
 CD0203
 CD0203  VERT ORDER  -  FIRST     CLASS II
 CD0203
 CD0203.The horizontal coordinates were scaled from a topographic map and have
 CD0203.an estimated accuracy of +/- 6 seconds.
 CD0203
 CD0203.The orthometric height was determined by differential leveling
 CD0203.and adjusted by the National Geodetic Survey in June 1991..
 CD0203.WARNING-Repeat measurements at this control monument indicate possible
 CD0203.vertical movement.
 CD0203
 CD0203.The geoid height was determined by GEOID03.
 CD0203
 CD0203.The dynamic height is computed by dividing the NAVD 88
 CD0203.geopotential number by the normal gravity value computed on the
 CD0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0203.degrees latitude (g = 980.6199 gals.).
 CD0203
 CD0203.The modeled gravity was interpolated from observed gravity values.
 CD0203
 CD0203;                    North         East    Units  Estimated Accuracy
 CD0203;SPC TX C     - 3,162,440.      272,130.      MT  (+/- 180 meters Scaled)
 CD0203
 CD0203                          SUPERSEDED SURVEY CONTROL
 CD0203
 CD0203  NGVD 29 (??/??/92) 1228.664  (m)         4031.04   (f) ADJ UNCH    1 2
 CD0203
 CD0203.Superseded values are not recommended for survey control.
 CD0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0203.See file dsdata.txt to determine how the superseded data were derived.
 CD0203
 CD0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ173356(NAD 83)
 CD0203_MARKER: DB = BENCH MARK DISK
 CD0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0203_STAMPING: M 1070 1956
 CD0203_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0203+STABILITY: SURFACE MOTION
 CD0203
 CD0203  HISTORY     - Date     Condition        Report By
 CD0203  HISTORY     - 1956     MONUMENTED       CGS
 CD0203  HISTORY     - 1981     GOOD             NGS
 CD0203
 CD0203                          STATION DESCRIPTION
 CD0203
 CD0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0203'1.6 MI NE FROM VAN HORN.
 CD0203'0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0203'AT VAN HORN, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 54, THENCE 0.95
 CD0203'MILE NORTHEAST ALONG FARM ROAD 2185, 0.2 MILE NORTHEAST OF A CURVE IN
 CD0203'THE FARM ROAD, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD,
 CD0203'18 FEET SOUTHWEST OF A POWER POLE, 2.6 FEET NORTHWEST OF A FENCE, 2.2
 CD0203'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CD0203'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0203
 CD0203                          STATION RECOVERY (1981)
 CD0203
 CD0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0203'1.4 KM (0.85 MI) NORTH ALONG U.S. HIGHWAY 90 AND STATE HIGHWAY 54
 CD0203'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, THENCE
 CD0203'1.4 KM (0.9 MI) NORTHEAST ALONG FARM ROAD 2185, 14.6 METERS (48.0 FT)
 CD0203'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 0.8 METER (2.6 FT)
 CD0203'NORTH-NORTHWEST OF A FENCE.  NOTE=PART OF THE POST HAS BEEN BROKEN
 CD0203'OFF, BUT THE POST AND DISK ARE STABLE.
 CD0203'THE MARK IS 0.5 METERS  ENE FROM A WITNESS POST.
 CD0203'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0544 ***********************************************************************
 CD0544  DESIGNATION -  M 1071
 CD0544  PID         -  CD0544
 CD0544  STATE/COUNTY-  TX/HUDSPETH
 CD0544  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0544
 CD0544                         *CURRENT SURVEY CONTROL
 CD0544  ___________________________________________________________________
 CD0544* NAD 83(1986)-  31 07 19.     (N)    105 10 32.     (W)     SCALED    
 CD0544* NAVD 88     -      1351.882  (meters)    4435.30   (feet)  ADJUSTED  
 CD0544  ___________________________________________________________________
 CD0544  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD0544  DYNAMIC HT  -        1349.728 (meters)    4428.23  (feet)  COMP
 CD0544  MODELED GRAV-     979,000.3   (mgal)                       NAVD 88
 CD0544
 CD0544  VERT ORDER  -  FIRST     CLASS II
 CD0544
 CD0544.The horizontal coordinates were scaled from a topographic map and have
 CD0544.an estimated accuracy of +/- 6 seconds.
 CD0544
 CD0544.The orthometric height was determined by differential leveling
 CD0544.and adjusted by the National Geodetic Survey in June 1991..
 CD0544
 CD0544.The geoid height was determined by GEOID03.
 CD0544
 CD0544.The dynamic height is computed by dividing the NAVD 88
 CD0544.geopotential number by the normal gravity value computed on the
 CD0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0544.degrees latitude (g = 980.6199 gals.).
 CD0544
 CD0544.The modeled gravity was interpolated from observed gravity values.
 CD0544
 CD0544;                    North         East    Units  Estimated Accuracy
 CD0544;SPC TX C     - 3,171,380.      238,340.      MT  (+/- 180 meters Scaled)
 CD0544
 CD0544                          SUPERSEDED SURVEY CONTROL
 CD0544
 CD0544  NGVD 29 (??/??/92) 1351.317  (m)         4433.45   (f) ADJ UNCH    1 2
 CD0544
 CD0544.Superseded values are not recommended for survey control.
 CD0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0544.See file dsdata.txt to determine how the superseded data were derived.
 CD0544
 CD0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ832431(NAD 83)
 CD0544_MARKER: DB = BENCH MARK DISK
 CD0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0544_STAMPING: M 1071 1956
 CD0544_PROJECTION: PROJECTING 6 CENTIMETERS
 CD0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0544+STABILITY: SURFACE MOTION
 CD0544
 CD0544  HISTORY     - Date     Condition        Report By
 CD0544  HISTORY     - 1956     MONUMENTED       CGS
 CD0544  HISTORY     - 1981     GOOD             NGS
 CD0544
 CD0544                          STATION DESCRIPTION
 CD0544
 CD0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0544'2.95 MI W FROM EAGLE FLAT.
 CD0544'2.95 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0544'FOREMANS HOUSE AT EALGE FLAT, AT A SMALL ROADSIDE PARK, 43 FEET WEST
 CD0544'OF THE 2ND POLE WEST OF MILEPOST 757, 38.5 FEET SOUTH OF THE SOUTH
 CD0544'RAIL OF THE MAIN TRACK, 80.2 FEET NORTH OF THE CENTER LINE OF U.S.
 CD0544'HIGHWAY 80, IN LINE WITH A ROW OF TELEPHONE POLES, 13.5 FEET NORTHEAST
 CD0544'OF THE NORTHEAST CORNER OF A CONCRETE PATIO, SET IN THE TOP OF A
 CD0544'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0544
 CD0544                          STATION RECOVERY (1981)
 CD0544
 CD0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0544'18.5 KM (11.5 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0544'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.2 KM (0.15 MI) SOUTHEAST
 CD0544'OF A GRAVELED ROAD CROSSING, 2 POLES NORTHWEST OF MILEPOST 757,
 CD0544'24.4 METERS (80.2 FT) NORTH-NORTHEAST OF THE CENTERLINE OF A FRONTAGE
 CD0544'ROAD, 11.7 METERS (38.5 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL AND
 CD0544'9.0 METERS (29.5 FT) SOUTH OF THE TALC SIDING SIGN POST.
 CD0544'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0544'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0037 ***********************************************************************
 CE0037  DESIGNATION -  M 1072
 CE0037  PID         -  CE0037
 CE0037  STATE/COUNTY-  TX/EL PASO
 CE0037  USGS QUAD   -  YSLETA (1994)
 CE0037
 CE0037                         *CURRENT SURVEY CONTROL
 CE0037  ___________________________________________________________________
 CE0037* NAD 83(1986)-  31 44 23.     (N)    106 22 23.     (W)     SCALED    
 CE0037* NAVD 88     -      1124.932  (meters)    3690.71   (feet)  POSTED    
 CE0037  ___________________________________________________________________
 CE0037  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0037  DYNAMIC HT  -        1123.220 (meters)    3685.10  (feet)  COMP
 CE0037  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 CE0037
 CE0037  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CE0037
 CE0037.The horizontal coordinates were scaled from a topographic map and have
 CE0037.an estimated accuracy of +/- 6 seconds.
 CE0037
 CE0037.The orthometric height was determined by differential leveling
 CE0037.and adjusted by the National Geodetic Survey in 1992..
 CE0037.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CE0037.rate of 4.1 thru 8.0 mm/km.
 CE0037
 CE0037.The geoid height was determined by GEOID03.
 CE0037
 CE0037.The dynamic height is computed by dividing the NAVD 88
 CE0037.geopotential number by the normal gravity value computed on the
 CE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0037.degrees latitude (g = 980.6199 gals.).
 CE0037
 CE0037.The modeled gravity was interpolated from observed gravity values.
 CE0037
 CE0037;                    North         East    Units  Estimated Accuracy
 CE0037;SPC TX C     - 3,245,350.      127,980.      MT  (+/- 180 meters Scaled)
 CE0037
 CE0037                          SUPERSEDED SURVEY CONTROL
 CE0037
 CE0037  NGVD 29 (??/??/92) 1124.431  (m)         3689.07   (f) ADJ UNCH    1 2
 CE0037
 CE0037.Superseded values are not recommended for survey control.
 CE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0037.See file dsdata.txt to determine how the superseded data were derived.
 CE0037
 CE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR699124(NAD 83)
 CE0037_MARKER: DB = BENCH MARK DISK
 CE0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0037_SP_SET: CULVERT
 CE0037_STAMPING: M 1072 1956
 CE0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0037
 CE0037  HISTORY     - Date     Condition        Report By
 CE0037  HISTORY     - 1956     MONUMENTED       CGS
 CE0037  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0037
 CE0037                          STATION DESCRIPTION
 CE0037
 CE0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0037'4.15 MI NW FROM YSLETA.
 CE0037'4.15 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0037'STATION AT YSLETA, 28 FEET SOUTHWEST OF THE 6TH POLE SOUTHEAST OF
 CE0037'MILEPOST 821, 52 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 CE0037'TRACK, SET IN THE TOP OF THE SOUTHEAST CONCRETE RETAINING WALL OF A
 CE0037'SMALL DIVERSION DITCH, 14 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 CE0037'RETAINING WALL, 1.3 FEET SOUTHWEST OF THE SOUTHEAST END OF A STEEL
 CE0037'FLOOD GATE.
 CE0037
 CE0037                          STATION RECOVERY (1981)
 CE0037
 CE0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0187 ***********************************************************************
 CE0187  DESIGNATION -  M 1073
 CE0187  PID         -  CE0187
 CE0187  STATE/COUNTY-  TX/EL PASO
 CE0187  USGS QUAD   -  TORNILLO (1972)
 CE0187
 CE0187                         *CURRENT SURVEY CONTROL
 CE0187  ___________________________________________________________________
 CE0187* NAD 83(1986)-  31 27 41.     (N)    106 06 31.     (W)     SCALED    
 CE0187* NAVD 88     -      1095.444  (meters)    3593.97   (feet)  ADJUSTED  
 CE0187  ___________________________________________________________________
 CE0187  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0187  DYNAMIC HT  -        1093.741 (meters)    3588.38  (feet)  COMP
 CE0187  MODELED GRAV-     979,048.9   (mgal)                       NAVD 88
 CE0187
 CE0187  VERT ORDER  -  FIRST     CLASS II
 CE0187
 CE0187.The horizontal coordinates were scaled from a topographic map and have
 CE0187.an estimated accuracy of +/- 6 seconds.
 CE0187
 CE0187.The orthometric height was determined by differential leveling
 CE0187.and adjusted by the National Geodetic Survey in June 1991..
 CE0187
 CE0187.The geoid height was determined by GEOID03.
 CE0187
 CE0187.The dynamic height is computed by dividing the NAVD 88
 CE0187.geopotential number by the normal gravity value computed on the
 CE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0187.degrees latitude (g = 980.6199 gals.).
 CE0187
 CE0187.The modeled gravity was interpolated from observed gravity values.
 CE0187
 CE0187;                    North         East    Units  Estimated Accuracy
 CE0187;SPC TX C     - 3,213,200.      151,400.      MT  (+/- 180 meters Scaled)
 CE0187
 CE0187                          SUPERSEDED SURVEY CONTROL
 CE0187
 CE0187  NGVD 29 (??/??/92) 1094.885  (m)         3592.14   (f) ADJ UNCH    1 2
 CE0187
 CE0187.Superseded values are not recommended for survey control.
 CE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0187.See file dsdata.txt to determine how the superseded data were derived.
 CE0187
 CE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ946812(NAD 83)
 CE0187_MARKER: DB = BENCH MARK DISK
 CE0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0187_SP_SET: CULVERT
 CE0187_STAMPING: M 1073 1956
 CE0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0187
 CE0187  HISTORY     - Date     Condition        Report By
 CE0187  HISTORY     - 1956     MONUMENTED       CGS
 CE0187  HISTORY     - 1981     GOOD             NGS
 CE0187
 CE0187                          STATION DESCRIPTION
 CE0187
 CE0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0187'1.85 MI NW FROM TORNILLO.
 CE0187'1.85 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0187'STATION AT TORNILLO, AT A PRIVATE ROAD CROSSING, 2 POLES SOUTHEAST OF
 CE0187'MILEPOST 796, 16 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD,
 CE0187'9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF THE CENTER
 CE0187'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD.
 CE0187
 CE0187                          STATION RECOVERY (1981)
 CE0187
 CE0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0187'6.1 KM (3.8 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0187'OFFICE IN FABENS, AT A PRIVATE ROAD LEADING NORTHEAST ACROSS THE
 CE0187'SOUTHERN PACIFIC RAILROAD, IN THE TOP CENTER OF THE SOUTHWEST HEADWALL
 CE0187'OF A CONCRETE CULVERT, 69.8 METERS (229.0 FT) SOUTHEAST OF RAILROAD
 CE0187'MILEPOST 796, 40.2 METERS (132.O FT) NORTHEAST OF THE CENTER OF THE
 CE0187'ROAD AND 2.7 METERS (9.0 FT) SOUTHWEST OF THE NEAR RAIL.
 CE0187'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0633 ***********************************************************************
 CD0633  DESIGNATION -  M 1074
 CD0633  PID         -  CD0633
 CD0633  STATE/COUNTY-  TX/HUDSPETH
 CD0633  USGS QUAD   -  MC NARY (1972)
 CD0633
 CD0633                         *CURRENT SURVEY CONTROL
 CD0633  ___________________________________________________________________
 CD0633* NAD 83(1986)-  31 13 47.     (N)    105 45 51.     (W)     SCALED    
 CD0633* NAVD 88     -      1085.111  (meters)    3560.07   (feet)  ADJUSTED  
 CD0633  ___________________________________________________________________
 CD0633  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CD0633  DYNAMIC HT  -        1083.410 (meters)    3554.49  (feet)  COMP
 CD0633  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 CD0633
 CD0633  VERT ORDER  -  FIRST     CLASS II
 CD0633
 CD0633.The horizontal coordinates were scaled from a topographic map and have
 CD0633.an estimated accuracy of +/- 6 seconds.
 CD0633
 CD0633.The orthometric height was determined by differential leveling
 CD0633.and adjusted by the National Geodetic Survey in June 1991..
 CD0633
 CD0633.The geoid height was determined by GEOID03.
 CD0633
 CD0633.The dynamic height is computed by dividing the NAVD 88
 CD0633.geopotential number by the normal gravity value computed on the
 CD0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0633.degrees latitude (g = 980.6199 gals.).
 CD0633
 CD0633.The modeled gravity was interpolated from observed gravity values.
 CD0633
 CD0633;                    North         East    Units  Estimated Accuracy
 CD0633;SPC TX C     - 3,185,900.      182,840.      MT  (+/- 180 meters Scaled)
 CD0633
 CD0633                          SUPERSEDED SURVEY CONTROL
 CD0633
 CD0633  NGVD 29 (??/??/92) 1084.542  (m)         3558.20   (f) ADJ UNCH    1 2
 CD0633
 CD0633.Superseded values are not recommended for survey control.
 CD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0633.See file dsdata.txt to determine how the superseded data were derived.
 CD0633
 CD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ272553(NAD 83)
 CD0633_MARKER: DB = BENCH MARK DISK
 CD0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0633_STAMPING: M 1074 1956
 CD0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0633+STABILITY: SURFACE MOTION
 CD0633
 CD0633  HISTORY     - Date     Condition        Report By
 CD0633  HISTORY     - 1956     MONUMENTED       CGS
 CD0633
 CD0633                          STATION DESCRIPTION
 CD0633
 CD0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0633'2.15 MI E FROM MCNARY.
 CD0633'2.15 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0633'STATION AT MCNARY, 3 RAILS WEST OF A TRESTLE, 34 FEET WEST OF MILEPOST
 CD0633'769, 50 FEET SOUTH OF THE SOUTH RAIL, 1.7 FEET SOUTH OF A FENCE, 1.4
 CD0633'FEET WEST OF A WITNESS POST, 6 FEET BELOW THE TOP OF THE RAILS, SET IN
 CD0633'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0846 ***********************************************************************
 AY0846  DESIGNATION -  M 1075
 AY0846  PID         -  AY0846
 AY0846  STATE/COUNTY-  TX/MEDINA
 AY0846  USGS QUAD   -  DEVINE (1982)
 AY0846
 AY0846                         *CURRENT SURVEY CONTROL
 AY0846  ___________________________________________________________________
 AY0846* NAD 83(1986)-  29 09 54.     (N)    098 53 08.     (W)     SCALED    
 AY0846* NAVD 88     -       203.175  (meters)     666.58   (feet)  ADJUSTED  
 AY0846  ___________________________________________________________________
 AY0846  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AY0846  DYNAMIC HT  -         202.884 (meters)     665.63  (feet)  COMP
 AY0846  MODELED GRAV-     979,206.8   (mgal)                       NAVD 88
 AY0846
 AY0846  VERT ORDER  -  FIRST     CLASS II
 AY0846
 AY0846.The horizontal coordinates were scaled from a topographic map and have
 AY0846.an estimated accuracy of +/- 6 seconds.
 AY0846
 AY0846.The orthometric height was determined by differential leveling
 AY0846.and adjusted by the National Geodetic Survey in June 1991..
 AY0846
 AY0846.The geoid height was determined by GEOID03.
 AY0846
 AY0846.The dynamic height is computed by dividing the NAVD 88
 AY0846.geopotential number by the normal gravity value computed on the
 AY0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0846.degrees latitude (g = 980.6199 gals.).
 AY0846
 AY0846.The modeled gravity was interpolated from observed gravity values.
 AY0846
 AY0846;                    North         East    Units  Estimated Accuracy
 AY0846;SPC TXSC     - 4,147,590.      611,130.      MT  (+/- 180 meters Scaled)
 AY0846
 AY0846                          SUPERSEDED SURVEY CONTROL
 AY0846
 AY0846  NGVD 29 (??/??/92)  203.058  (m)          666.20   (f) ADJ UNCH    1 2
 AY0846
 AY0846.Superseded values are not recommended for survey control.
 AY0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0846.See file dsdata.txt to determine how the superseded data were derived.
 AY0846
 AY0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT111262(NAD 83)
 AY0846_MARKER: DB = BENCH MARK DISK
 AY0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0846_SP_SET: BRIDGE
 AY0846_STAMPING: M 1075 1956
 AY0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0846
 AY0846  HISTORY     - Date     Condition        Report By
 AY0846  HISTORY     - 1956     MONUMENTED       CGS
 AY0846  HISTORY     - 1969     GOOD             LOCENG
 AY0846  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY0846  HISTORY     - 19950522 GOOD             USPSQD
 AY0846  HISTORY     - 19970917 GOOD             USPSQD
 AY0846  HISTORY     - 20020129 GOOD             USPSQD
 AY0846
 AY0846                          STATION DESCRIPTION
 AY0846
 AY0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0846'2.1 MI SW FROM NATALIA.
 AY0846'2.1 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0846'RAILROAD FROM THE STATION AT NATALIA, 4 POLES SOUTHWEST OF MILEPOST
 AY0846'289, 66.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10 FEET NORTHWEST OF
 AY0846'THE CENTERLINE OF OLD U.S. HIGHWAY 81, 0.8 MILE NORTHEAST OF BENCH
 AY0846'MARK J 1075, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 AY0846'NORTH END OF THE NORTH WINGWALL OF A CONCRETE BRIDGE UNDER THE OLD
 AY0846'HIGHWAY.
 AY0846
 AY0846                          STATION RECOVERY (1969)
 AY0846
 AY0846'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 AY0846'RECOVERED IN GOOD CONDITION.
 AY0846
 AY0846                          STATION RECOVERY (1987)
 AY0846
 AY0846'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY0846'MARK NOT FOUND.
 AY0846
 AY0846                          STATION RECOVERY (1995)
 AY0846
 AY0846'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0846'RECOVERED IN GOOD CONDITION.
 AY0846
 AY0846                          STATION RECOVERY (1997)
 AY0846
 AY0846'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0846'RECOVERED IN GOOD CONDITION.
 AY0846
 AY0846                          STATION RECOVERY (2002)
 AY0846
 AY0846'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0182 ***********************************************************************
 AO0182  DESIGNATION -  M 1076
 AO0182  PID         -  AO0182
 AO0182  STATE/COUNTY-  TX/FRIO
 AO0182  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0182
 AO0182                         *CURRENT SURVEY CONTROL
 AO0182  ___________________________________________________________________
 AO0182* NAD 83(1986)-  28 51 30.     (N)    099 06 22.     (W)     SCALED    
 AO0182* NAVD 88     -       181.990  (meters)     597.08   (feet)  ADJUSTED  
 AO0182  ___________________________________________________________________
 AO0182  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AO0182  DYNAMIC HT  -         181.724 (meters)     596.21  (feet)  COMP
 AO0182  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 AO0182
 AO0182  VERT ORDER  -  FIRST     CLASS II
 AO0182
 AO0182.The horizontal coordinates were scaled from a topographic map and have
 AO0182.an estimated accuracy of +/- 6 seconds.
 AO0182
 AO0182.The orthometric height was determined by differential leveling
 AO0182.and adjusted by the National Geodetic Survey in June 1991..
 AO0182
 AO0182.The geoid height was determined by GEOID03.
 AO0182
 AO0182.The dynamic height is computed by dividing the NAVD 88
 AO0182.geopotential number by the normal gravity value computed on the
 AO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0182.degrees latitude (g = 980.6199 gals.).
 AO0182
 AO0182.The modeled gravity was interpolated from observed gravity values.
 AO0182
 AO0182;                    North         East    Units  Estimated Accuracy
 AO0182;SPC TXSC     - 4,113,600.      589,650.      MT  (+/- 180 meters Scaled)
 AO0182
 AO0182                          SUPERSEDED SURVEY CONTROL
 AO0182
 AO0182  NGVD 29 (??/??/92)  181.867  (m)          596.68   (f) ADJ UNCH    1 2
 AO0182
 AO0182.Superseded values are not recommended for survey control.
 AO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0182.See file dsdata.txt to determine how the superseded data were derived.
 AO0182
 AO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS896922(NAD 83)
 AO0182_MARKER: DB = BENCH MARK DISK
 AO0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0182_STAMPING: M 1076 1956
 AO0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0182+STABILITY: SURFACE MOTION
 AO0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0182+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 AO0182
 AO0182  HISTORY     - Date     Condition        Report By
 AO0182  HISTORY     - 1956     MONUMENTED       CGS
 AO0182  HISTORY     - 1988     GOOD             USPSQD
 AO0182  HISTORY     - 19960806 GOOD             USPSQD
 AO0182  HISTORY     - 19980204 GOOD             USPSQD
 AO0182  HISTORY     - 20030524 GOOD             USPSQD
 AO0182  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AO0182
 AO0182                          STATION DESCRIPTION
 AO0182
 AO0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0182'2.35 MI S FROM PEARSALL.
 AO0182'2.35 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0182'FROM THE STATION AT PEARSALL, 36.7 FEET EAST OF THE EAST RAIL, 40 FEET
 AO0182'NORTH OF THE 5TH POLE SOUTH OF MILEPOST 315, 102 FEET WEST OF THE
 AO0182'CENTER LINE OF U.S. HIGHWAY 81, IN LINE WITH A ROW OF TELEPHONE POLES,
 AO0182'1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AO0182'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0182
 AO0182                          STATION RECOVERY (1988)
 AO0182
 AO0182'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0182'RECOVERED IN GOOD CONDITION.
 AO0182
 AO0182                          STATION RECOVERY (1996)
 AO0182
 AO0182'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0182'RECOVERED IN GOOD CONDITION.
 AO0182
 AO0182                          STATION RECOVERY (1998)
 AO0182
 AO0182'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0182'RECOVERED IN GOOD CONDITION.
 AO0182
 AO0182                          STATION RECOVERY (2003)
 AO0182
 AO0182'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0182'RECOVERED IN GOOD CONDITION.
 AO0182
 AO0182                          STATION RECOVERY (2005)
 AO0182
 AO0182'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AO0182'MILE POSTS AND TELEPHONE POLES NO LONGER EXIST. US HIGHWAY 81 IS NOW
 AO0182'CALLED STATE HIGHWAY 581.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0221 ***********************************************************************
 AO0221  DESIGNATION -  M 1077
 AO0221  PID         -  AO0221
 AO0221  STATE/COUNTY-  TX/LA SALLE
 AO0221  USGS QUAD   -  MILLETT (1974)
 AO0221
 AO0221                         *CURRENT SURVEY CONTROL
 AO0221  ___________________________________________________________________
 AO0221* NAD 83(1986)-  28 32 38.     (N)    099 12 29.     (W)     SCALED    
 AO0221* NAVD 88     -       168.314  (meters)     552.21   (feet)  ADJUSTED  
 AO0221  ___________________________________________________________________
 AO0221  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AO0221  DYNAMIC HT  -         168.063 (meters)     551.39  (feet)  COMP
 AO0221  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 AO0221
 AO0221  VERT ORDER  -  FIRST     CLASS II
 AO0221
 AO0221.The horizontal coordinates were scaled from a topographic map and have
 AO0221.an estimated accuracy of +/- 6 seconds.
 AO0221
 AO0221.The orthometric height was determined by differential leveling
 AO0221.and adjusted by the National Geodetic Survey in June 1991..
 AO0221.WARNING-Repeat measurements at this control monument indicate possible
 AO0221.vertical movement.
 AO0221
 AO0221.The geoid height was determined by GEOID03.
 AO0221
 AO0221.The dynamic height is computed by dividing the NAVD 88
 AO0221.geopotential number by the normal gravity value computed on the
 AO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0221.degrees latitude (g = 980.6199 gals.).
 AO0221
 AO0221.The modeled gravity was interpolated from observed gravity values.
 AO0221
 AO0221;                    North         East    Units  Estimated Accuracy
 AO0221;SPC TXSC     - 4,078,770.      579,640.      MT  (+/- 180 meters Scaled)
 AO0221
 AO0221                          SUPERSEDED SURVEY CONTROL
 AO0221
 AO0221  NGVD 29 (??/??/92)  168.188  (m)          551.80   (f) ADJ UNCH    1 2
 AO0221
 AO0221.Superseded values are not recommended for survey control.
 AO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0221.See file dsdata.txt to determine how the superseded data were derived.
 AO0221
 AO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS796574(NAD 83)
 AO0221_MARKER: DB = BENCH MARK DISK
 AO0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0221_SP_SET: CULVERT
 AO0221_STAMPING: M 1077 1956
 AO0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0221
 AO0221  HISTORY     - Date     Condition        Report By
 AO0221  HISTORY     - 1956     MONUMENTED       CGS
 AO0221  HISTORY     - 1958     GOOD             NGS
 AO0221  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AO0221
 AO0221                          STATION DESCRIPTION
 AO0221
 AO0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0221'1.8 MI N FROM GARDENDALE.
 AO0221'1.8 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0221'FROM THE STATION AT GARDENDALE, 82 FEET WEST OF THE WEST RAIL, 15 FEET
 AO0221'EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 5 FEET BELOW THE TOP OF
 AO0221'THE RAILS, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 5
 AO0221'CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY.
 AO0221
 AO0221                          STATION RECOVERY (1958)
 AO0221
 AO0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0221'RECOVERED IN GOOD CONDITION.
 AO0221
 AO0221                          STATION RECOVERY (1988)
 AO0221
 AO0221'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0222 ***********************************************************************
 AO0222  DESIGNATION -  M 1077 RESET 1967
 AO0222  PID         -  AO0222
 AO0222  STATE/COUNTY-  TX/LA SALLE
 AO0222  USGS QUAD   -  MILLETT (1974)
 AO0222
 AO0222                         *CURRENT SURVEY CONTROL
 AO0222  ___________________________________________________________________
 AO0222* NAD 83(1986)-  28 32 38.     (N)    099 12 29.     (W)     SCALED    
 AO0222* NAVD 88     -       169.06   (+/-2cm)     554.7    (feet)  VERTCON   
 AO0222  ___________________________________________________________________
 AO0222  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AO0222
 AO0222  VERT ORDER  -  THIRD (See Below)
 AO0222
 AO0222.The horizontal coordinates were scaled from a topographic map and have
 AO0222.an estimated accuracy of +/- 6 seconds.
 AO0222
 AO0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0222.The vertical order pertains to the NGVD 29 superseded value.
 AO0222
 AO0222.The geoid height was determined by GEOID03.
 AO0222
 AO0222;                    North         East    Units  Estimated Accuracy
 AO0222;SPC TXSC     - 4,078,770.      579,640.      MT  (+/- 180 meters Scaled)
 AO0222
 AO0222                          SUPERSEDED SURVEY CONTROL
 AO0222
 AO0222  NGVD 29 (01/29/03)  168.94   (m)          554.3    (f) RESET       3  
 AO0222
 AO0222.Superseded values are not recommended for survey control.
 AO0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0222.See file dsdata.txt to determine how the superseded data were derived.
 AO0222
 AO0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS796574(NAD 83)
 AO0222_MARKER: DB = BENCH MARK DISK
 AO0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0222_SP_SET: CULVERT
 AO0222_STAMPING: M 1077 RESET 1967
 AO0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0222
 AO0222  HISTORY     - Date     Condition        Report By
 AO0222  HISTORY     - 1967     MONUMENTED       CGS
 AO0222
 AO0222                          STATION DESCRIPTION
 AO0222
 AO0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AO0222'1.8 MI N FROM GARDENDALE.
 AO0222'ABOUT 1.8 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AO0222'RAILROAD FROM THE STATION AT GARDENDALE (ABANDONED), 321 FEET WEST OF
 AO0222'THE WEST RAIL, 14 FEET WEST OF HIGHWAY CENTER LINE STATION 378 + 23 OF
 AO0222'THE WEST FRONTAGE ROAD OF U.S. HIGHWAY 81 (INTERSTATE HIGHWAY 35), SET
 AO0222'IN THE TOP OF NORTH END OF WEST HEADWALL OF A 7-BARREL CONCRETE
 AO0222'CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0277 ***********************************************************************
 AO0277  DESIGNATION -  M 1078
 AO0277  PID         -  AO0277
 AO0277  STATE/COUNTY-  TX/LA SALLE
 AO0277  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0277
 AO0277                         *CURRENT SURVEY CONTROL
 AO0277  ___________________________________________________________________
 AO0277* NAD 83(1986)-  28 16 35.     (N)    099 17 07.     (W)     SCALED    
 AO0277* NAVD 88     -       131.505  (meters)     431.45   (feet)  ADJUSTED  
 AO0277  ___________________________________________________________________
 AO0277  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AO0277  DYNAMIC HT  -         131.305 (meters)     430.79  (feet)  COMP
 AO0277  MODELED GRAV-     979,124.6   (mgal)                       NAVD 88
 AO0277
 AO0277  VERT ORDER  -  FIRST     CLASS II
 AO0277
 AO0277.The horizontal coordinates were scaled from a topographic map and have
 AO0277.an estimated accuracy of +/- 6 seconds.
 AO0277
 AO0277.The orthometric height was determined by differential leveling
 AO0277.and adjusted by the National Geodetic Survey in June 1991..
 AO0277
 AO0277.The geoid height was determined by GEOID03.
 AO0277
 AO0277.The dynamic height is computed by dividing the NAVD 88
 AO0277.geopotential number by the normal gravity value computed on the
 AO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0277.degrees latitude (g = 980.6199 gals.).
 AO0277
 AO0277.The modeled gravity was interpolated from observed gravity values.
 AO0277
 AO0277;                    North         East    Units  Estimated Accuracy
 AO0277;SPC TXSC     - 4,049,140.      572,010.      MT  (+/- 180 meters Scaled)
 AO0277
 AO0277                          SUPERSEDED SURVEY CONTROL
 AO0277
 AO0277  NGVD 29 (??/??/92)  131.387  (m)          431.06   (f) ADJ UNCH    1 2
 AO0277
 AO0277.Superseded values are not recommended for survey control.
 AO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0277.See file dsdata.txt to determine how the superseded data were derived.
 AO0277
 AO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS720278(NAD 83)
 AO0277_MARKER: DB = BENCH MARK DISK
 AO0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0277_SP_SET: ABUTMENT
 AO0277_STAMPING: M 1078 1956
 AO0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0277
 AO0277  HISTORY     - Date     Condition        Report By
 AO0277  HISTORY     - 1956     MONUMENTED       CGS
 AO0277  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0277  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 AO0277
 AO0277                          STATION DESCRIPTION
 AO0277
 AO0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0277'11.7 MI S FROM COTULLA.
 AO0277'11.7 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0277'FROM THE STATION AT COTULLA, 86 FEET EAST OF THE EAST RAIL, 25 FEET
 AO0277'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, SET IN THE TOP OF THE WEST
 AO0277'END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE UNDER THE HIGHWAY.
 AO0277
 AO0277                          STATION RECOVERY (1976)
 AO0277
 AO0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0277'MARK NOT FOUND.
 AO0277
 AO0277                          STATION RECOVERY (1997)
 AO0277
 AO0277'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0703 ***********************************************************************
 AJ0703  DESIGNATION -  M 1079
 AJ0703  PID         -  AJ0703
 AJ0703  STATE/COUNTY-  TX/WEBB
 AJ0703  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0703
 AJ0703                         *CURRENT SURVEY CONTROL
 AJ0703  ___________________________________________________________________
 AJ0703* NAD 83(1986)-  27 57 06.     (N)    099 22 57.     (W)     SCALED    
 AJ0703* NAVD 88     -       166.739  (meters)     547.04   (feet)  ADJUSTED  
 AJ0703  ___________________________________________________________________
 AJ0703  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AJ0703  DYNAMIC HT  -         166.480 (meters)     546.19  (feet)  COMP
 AJ0703  MODELED GRAV-     979,092.8   (mgal)                       NAVD 88
 AJ0703
 AJ0703  VERT ORDER  -  FIRST     CLASS II
 AJ0703
 AJ0703.The horizontal coordinates were scaled from a topographic map and have
 AJ0703.an estimated accuracy of +/- 6 seconds.
 AJ0703
 AJ0703.The orthometric height was determined by differential leveling
 AJ0703.and adjusted by the National Geodetic Survey in June 1991..
 AJ0703.WARNING-Repeat measurements at this control monument indicate possible
 AJ0703.vertical movement.
 AJ0703
 AJ0703.The geoid height was determined by GEOID03.
 AJ0703
 AJ0703.The dynamic height is computed by dividing the NAVD 88
 AJ0703.geopotential number by the normal gravity value computed on the
 AJ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0703.degrees latitude (g = 980.6199 gals.).
 AJ0703
 AJ0703.The modeled gravity was interpolated from observed gravity values.
 AJ0703
 AJ0703;                    North         East    Units  Estimated Accuracy
 AJ0703;SPC TX S     - 5,253,470.      213,160.      MT  (+/- 180 meters Scaled)
 AJ0703
 AJ0703                          SUPERSEDED SURVEY CONTROL
 AJ0703
 AJ0703  NGVD 29 (??/??/92)  166.621  (m)          546.66   (f) ADJ UNCH    1 2
 AJ0703
 AJ0703.Superseded values are not recommended for survey control.
 AJ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0703.See file dsdata.txt to determine how the superseded data were derived.
 AJ0703
 AJ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR623919(NAD 83)
 AJ0703_MARKER: DB = BENCH MARK DISK
 AJ0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0703_SP_SET: CULVERT
 AJ0703_STAMPING: M 1079 1957
 AJ0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0703
 AJ0703  HISTORY     - Date     Condition        Report By
 AJ0703  HISTORY     - 1957     MONUMENTED       CGS
 AJ0703  HISTORY     - 1977     GOOD             USGS
 AJ0703
 AJ0703                          STATION DESCRIPTION
 AJ0703
 AJ0703'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0703'6.85 MI S FROM ENCINAL.
 AJ0703'6.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RR FROM THE STATION IN
 AJ0703'ENCINAL, 0.45 MILES SOUTH OF INTERSTATE HWY 35 MILEPOST 33, 65 FEET
 AJ0703'EAST OF THE EAST RAIL, 26 FEET WEST, AND 0.8 FEET LOWER THAN THE
 AJ0703'CENTER OF A CULVERT ON THE SOUTHBOUND LANE OF I 35, A STANDARD USC AND
 AJ0703'GS TABLET STAMPED M 1079 1957 SET IN THE CENTER OF THE WEST HEADWALL
 AJ0703'OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0175 ***********************************************************************
 CB0175  DESIGNATION -  M 108
 CB0175  PID         -  CB0175
 CB0175  STATE/COUNTY-  TX/TOM GREEN
 CB0175  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0175
 CB0175                         *CURRENT SURVEY CONTROL
 CB0175  ___________________________________________________________________
 CB0175* NAD 83(1986)-  31 22 09.     (N)    100 32 28.     (W)     SCALED    
 CB0175* NAVD 88     -       577.246  (meters)    1893.85   (feet)  ADJUSTED  
 CB0175  ___________________________________________________________________
 CB0175  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CB0175  DYNAMIC HT  -         576.452 (meters)    1891.24  (feet)  COMP
 CB0175  MODELED GRAV-     979,246.4   (mgal)                       NAVD 88
 CB0175
 CB0175  VERT ORDER  -  SECOND    CLASS 0
 CB0175
 CB0175.The horizontal coordinates were scaled from a topographic map and have
 CB0175.an estimated accuracy of +/- 6 seconds.
 CB0175
 CB0175.The orthometric height was determined by differential leveling
 CB0175.and adjusted by the National Geodetic Survey in June 1991..
 CB0175
 CB0175.The geoid height was determined by GEOID03.
 CB0175
 CB0175.The dynamic height is computed by dividing the NAVD 88
 CB0175.geopotential number by the normal gravity value computed on the
 CB0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0175.degrees latitude (g = 980.6199 gals.).
 CB0175
 CB0175.The modeled gravity was interpolated from observed gravity values.
 CB0175
 CB0175;                    North         East    Units  Estimated Accuracy
 CB0175;SPC TX C     - 3,188,750.      680,240.      MT  (+/- 180 meters Scaled)
 CB0175
 CB0175                          SUPERSEDED SURVEY CONTROL
 CB0175
 CB0175  NGVD 29 (??/??/92)  577.077  (m)         1893.29   (f) ADJ UNCH    2 0
 CB0175
 CB0175.Superseded values are not recommended for survey control.
 CB0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0175.See file dsdata.txt to determine how the superseded data were derived.
 CB0175
 CB0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV534715(NAD 83)
 CB0175_MARKER: DD = SURVEY DISK
 CB0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0175_STAMPING: M-108-23
 CB0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0175+STABILITY: SURFACE MOTION
 CB0175
 CB0175  HISTORY     - Date     Condition        Report By
 CB0175  HISTORY     - UNK      MONUMENTED       USGS
 CB0175  HISTORY     - 1934     GOOD             NGS
 CB0175  HISTORY     - 1940     GOOD             NGS
 CB0175
 CB0175                          STATION DESCRIPTION
 CB0175
 CB0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0175'6.3 MI NE FROM TANKERSLY.
 CB0175'6.3 MILES NE OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.1 MILE W OF
 CB0175'MILE POST 726.  40 FT. S OF TRACK AND 1 FT. N OF RAILROAD R/W FENCE.
 CB0175'ABOUT 7 FT. BELOW GRADE OF RAILS.
 CB0175
 CB0175                          STATION RECOVERY (1940)
 CB0175
 CB0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0025 ***********************************************************************
 BP0025  DESIGNATION -  M 108
 BP0025  PID         -  BP0025
 BP0025  STATE/COUNTY-  TX/PECOS
 BP0025  USGS QUAD   -  BIG CANYON RANCH NW (1969)
 BP0025
 BP0025                         *CURRENT SURVEY CONTROL
 BP0025  ___________________________________________________________________
 BP0025* NAD 83(1986)-  30 27 42.     (N)    102 29 21.     (W)     SCALED    
 BP0025* NAVD 88     -       990.715  (meters)    3250.37   (feet)  ADJUSTED  
 BP0025  ___________________________________________________________________
 BP0025  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 BP0025  DYNAMIC HT  -         989.171 (meters)    3245.31  (feet)  COMP
 BP0025  MODELED GRAV-     979,050.0   (mgal)                       NAVD 88
 BP0025
 BP0025  VERT ORDER  -  FIRST     CLASS II
 BP0025
 BP0025.The horizontal coordinates were scaled from a topographic map and have
 BP0025.an estimated accuracy of +/- 6 seconds.
 BP0025
 BP0025.The orthometric height was determined by differential leveling
 BP0025.and adjusted by the National Geodetic Survey in June 1991..
 BP0025
 BP0025.The geoid height was determined by GEOID03.
 BP0025
 BP0025.The dynamic height is computed by dividing the NAVD 88
 BP0025.geopotential number by the normal gravity value computed on the
 BP0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0025.degrees latitude (g = 980.6199 gals.).
 BP0025
 BP0025.The modeled gravity was interpolated from observed gravity values.
 BP0025
 BP0025;                    North         East    Units  Estimated Accuracy
 BP0025;SPC TX C     - 3,090,140.      492,990.      MT  (+/- 180 meters Scaled)
 BP0025
 BP0025                          SUPERSEDED SURVEY CONTROL
 BP0025
 BP0025  NGVD 29 (??/??/92)  990.416  (m)         3249.39   (f) ADJ UNCH    1 2
 BP0025
 BP0025.Superseded values are not recommended for survey control.
 BP0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0025.See file dsdata.txt to determine how the superseded data were derived.
 BP0025
 BP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP410726(NAD 83)
 BP0025_MARKER: DB = BENCH MARK DISK
 BP0025_SETTING: 66 = SET IN ROCK OUTCROP
 BP0025_SP_SET: FLAT ROCK
 BP0025_STAMPING: M 108 1933 3249.478
 BP0025_MARK LOGO: CGS   
 BP0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0025+STABILITY: POSITION/ELEVATION WELL
 BP0025
 BP0025  HISTORY     - Date     Condition        Report By
 BP0025  HISTORY     - 1933     MONUMENTED       CGS
 BP0025  HISTORY     - 1958     GOOD             NGS
 BP0025  HISTORY     - 1981     GOOD             NGS
 BP0025
 BP0025                          STATION DESCRIPTION
 BP0025
 BP0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0025'24.85 MI N FROM SANDERSON.
 BP0025'ABOUT 24.85 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE JUNCTION WITH
 BP0025'U. S. HIGHWAY 90 AT SANDERSON, IN THE TOP OF A LARGE FLAT ROCK, 181
 BP0025'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.35 MILE
 BP0025'NORTHWEST OF A FARMHOUSE DRIVEWAY, 120 FEET NORTHEAST OF THE RIGHT OF
 BP0025'WAY FENCE, ABOUT 0.1 MILE SOUTHEAST OF A POWER LINE CROSSING THE
 BP0025'HIGHWAY, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0025
 BP0025                          STATION RECOVERY (1981)
 BP0025
 BP0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0637 ***********************************************************************
 AE0637  DESIGNATION -  M 1080
 AE0637  PID         -  AE0637
 AE0637  STATE/COUNTY-  TX/STARR
 AE0637  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0637
 AE0637                         *CURRENT SURVEY CONTROL
 AE0637  ___________________________________________________________________
 AE0637* NAD 83(1986)-  26 24 32.     (N)    098 57 11.     (W)     SCALED    
 AE0637* NAVD 88     -        54.974  (meters)     180.36   (feet)  ADJUSTED  
 AE0637  ___________________________________________________________________
 AE0637  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AE0637  DYNAMIC HT  -          54.885 (meters)     180.07  (feet)  COMP
 AE0637  MODELED GRAV-     979,019.3   (mgal)                       NAVD 88
 AE0637
 AE0637  VERT ORDER  -  FIRST     CLASS II
 AE0637
 AE0637.The horizontal coordinates were scaled from a topographic map and have
 AE0637.an estimated accuracy of +/- 6 seconds.
 AE0637
 AE0637.The orthometric height was determined by differential leveling
 AE0637.and adjusted by the National Geodetic Survey in June 1991..
 AE0637
 AE0637.The geoid height was determined by GEOID03.
 AE0637
 AE0637.The dynamic height is computed by dividing the NAVD 88
 AE0637.geopotential number by the normal gravity value computed on the
 AE0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0637.degrees latitude (g = 980.6199 gals.).
 AE0637
 AE0637.The modeled gravity was interpolated from observed gravity values.
 AE0637
 AE0637;                    North         East    Units  Estimated Accuracy
 AE0637;SPC TX S     - 5,082,310.      254,800.      MT  (+/- 180 meters Scaled)
 AE0637
 AE0637                          SUPERSEDED SURVEY CONTROL
 AE0637
 AE0637  NGVD 29 (??/??/92)   55.024  (m)          180.52   (f) ADJ UNCH    1 2
 AE0637
 AE0637.Superseded values are not recommended for survey control.
 AE0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0637.See file dsdata.txt to determine how the superseded data were derived.
 AE0637
 AE0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ046209(NAD 83)
 AE0637_MARKER: DB = BENCH MARK DISK
 AE0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE0637_SP_SET: 40.6 FEET
 AE0637_STAMPING: M 1080 1956
 AE0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0637
 AE0637  HISTORY     - Date     Condition        Report By
 AE0637  HISTORY     - 1956     MONUMENTED       CGS
 AE0637  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0637
 AE0637                          STATION DESCRIPTION
 AE0637
 AE0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0637'4.15 MI E FROM ROMA.
 AE0637'4.15 MILES EAST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE0637'ROMA, 0.1 MILE EAST OF A BRIDGE OVER ARROYO LOS MORENOS, 59 FEET NORTH
 AE0637'OF THE CENTER LINE OF THE HIGHWAY, 5.7 FEET WEST OF A TELEPHONE POLE,
 AE0637'1.5 FEET SOUTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, CLAMPED ON
 AE0637'THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 40.6
 AE0637'FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.3
 AE0637'FOOT ABOVE THE GROUND.
 AE0637
 AE0637                          STATION RECOVERY (1981)
 AE0637
 AE0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0637'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0725 ***********************************************************************
 AJ0725  DESIGNATION -  M 1083
 AJ0725  PID         -  AJ0725
 AJ0725  STATE/COUNTY-  TX/WEBB
 AJ0725  USGS QUAD   -  ORVIL (1980)
 AJ0725
 AJ0725                         *CURRENT SURVEY CONTROL
 AJ0725  ___________________________________________________________________
 AJ0725* NAD 83(1986)-  27 44 33.     (N)    099 26 32.     (W)     SCALED    
 AJ0725* NAVD 88     -       212.812  (meters)     698.20   (feet)  ADJUSTED  
 AJ0725  ___________________________________________________________________
 AJ0725  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AJ0725  DYNAMIC HT  -         212.478 (meters)     697.10  (feet)  COMP
 AJ0725  MODELED GRAV-     979,071.9   (mgal)                       NAVD 88
 AJ0725
 AJ0725  VERT ORDER  -  FIRST     CLASS II
 AJ0725
 AJ0725.The horizontal coordinates were scaled from a topographic map and have
 AJ0725.an estimated accuracy of +/- 6 seconds.
 AJ0725
 AJ0725.The orthometric height was determined by differential leveling
 AJ0725.and adjusted by the National Geodetic Survey in June 1991..
 AJ0725
 AJ0725.The geoid height was determined by GEOID03.
 AJ0725
 AJ0725.The dynamic height is computed by dividing the NAVD 88
 AJ0725.geopotential number by the normal gravity value computed on the
 AJ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0725.degrees latitude (g = 980.6199 gals.).
 AJ0725
 AJ0725.The modeled gravity was interpolated from observed gravity values.
 AJ0725
 AJ0725;                    North         East    Units  Estimated Accuracy
 AJ0725;SPC TX S     - 5,230,340.      207,110.      MT  (+/- 180 meters Scaled)
 AJ0725
 AJ0725                          SUPERSEDED SURVEY CONTROL
 AJ0725
 AJ0725  NGVD 29 (??/??/92)  212.695  (m)          697.82   (f) ADJ UNCH    1 2
 AJ0725
 AJ0725.Superseded values are not recommended for survey control.
 AJ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0725.See file dsdata.txt to determine how the superseded data were derived.
 AJ0725
 AJ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR564687(NAD 83)
 AJ0725_MARKER: DB = BENCH MARK DISK
 AJ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0725_STAMPING: M 1083 1957
 AJ0725_MARK LOGO: CGS   
 AJ0725_PROJECTION: RECESSED 10 CENTIMETERS
 AJ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0725+STABILITY: SURFACE MOTION
 AJ0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0725+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ0725
 AJ0725  HISTORY     - Date     Condition        Report By
 AJ0725  HISTORY     - 1957     MONUMENTED       CGS
 AJ0725  HISTORY     - 1982     GOOD             NGS
 AJ0725  HISTORY     - 20020409 GOOD             USPSQD
 AJ0725
 AJ0725                          STATION DESCRIPTION
 AJ0725
 AJ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0725'3.6 MI S FROM WEBB.
 AJ0725'3.6 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0725'FROM THE SECTION FOREMANS HOUSE AT WEBB, 95 FEET WEST OF MILEPOST 395,
 AJ0725'43 FEET WEST OF THE WEST RAIL, 45 FEET EAST OF THE CENTER LINE OF U.S.
 AJ0725'HIGHWAY 83, 6.4 FEET SOUTH OF A TELEPHONE POLE, 3 FEET NORTH OF A
 AJ0725'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AJ0725'FOOT ABOVE THE GROUND.
 AJ0725
 AJ0725                          STATION RECOVERY (1982)
 AJ0725
 AJ0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0725'1.8 KM (1.1 MI) SOUTH ALONG THE INTERSTATE HIGHWAY 35 EAST FRONTAGE
 AJ0725'ROAD FROM THE JUNCTION OF U.S. HIGHWAY 83 NEAR WEBB, AT THE MISSOURI
 AJ0725'PACIFIC RAILROAD MILEPOLE 395, 13.9 METERS (45.5 FT) EAST OF THE
 AJ0725'CENTER THE FRONTAGE ROAD, 13.1 METERS (43.0 FT) WEST OF THE WEST RAIL
 AJ0725'OF THE MISSOURI PACIFIC RAILROAD, 29.0 METERS (95.0 FT) SOUTHWEST AND
 AJ0725'ACROSS TRACKS FROM MILEPOLE 395, 1.9 METERS (6.3 FT) SOUTH OF A
 AJ0725'TELEPHONE POLE, AND 1.2 METERS (3.8 FT) NORTH OF A WOODEN WITNESS
 AJ0725'POST.
 AJ0725'THE MARK IS 0.61 METERS  N FROM  (METAL)
 AJ0725'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
 AJ0725
 AJ0725                          STATION RECOVERY (2002)
 AJ0725
 AJ0725'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0762 ***********************************************************************
 AJ0762  DESIGNATION -  M 1084
 AJ0762  PID         -  AJ0762
 AJ0762  STATE/COUNTY-  TX/WEBB
 AJ0762  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0762
 AJ0762                         *CURRENT SURVEY CONTROL
 AJ0762  ___________________________________________________________________
 AJ0762* NAD 83(1986)-  27 55 50.     (N)    099 29 58.     (W)     SCALED    
 AJ0762* NAVD 88     -       230.045  (meters)     754.74   (feet)  POSTED    
 AJ0762  ___________________________________________________________________
 AJ0762  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AJ0762  DYNAMIC HT  -         229.690 (meters)     753.57  (feet)  COMP
 AJ0762  MODELED GRAV-     979,085.5   (mgal)                       NAVD 88
 AJ0762
 AJ0762  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0762
 AJ0762.The horizontal coordinates were scaled from a topographic map and have
 AJ0762.an estimated accuracy of +/- 6 seconds.
 AJ0762
 AJ0762.The orthometric height was determined by differential leveling
 AJ0762.and adjusted by the National Geodetic Survey in 1992..
 AJ0762.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0762.rate of 1.1 thru 2.0 mm/km.
 AJ0762
 AJ0762.The geoid height was determined by GEOID03.
 AJ0762
 AJ0762.The dynamic height is computed by dividing the NAVD 88
 AJ0762.geopotential number by the normal gravity value computed on the
 AJ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0762.degrees latitude (g = 980.6199 gals.).
 AJ0762
 AJ0762.The modeled gravity was interpolated from observed gravity values.
 AJ0762
 AJ0762;                    North         East    Units  Estimated Accuracy
 AJ0762;SPC TX S     - 5,251,220.      201,630.      MT  (+/- 180 meters Scaled)
 AJ0762
 AJ0762                          SUPERSEDED SURVEY CONTROL
 AJ0762
 AJ0762  NGVD 29 (??/??/92)  230.047  (m)          754.75   (f) ADJ UNCH    1 2
 AJ0762
 AJ0762.Superseded values are not recommended for survey control.
 AJ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0762.See file dsdata.txt to determine how the superseded data were derived.
 AJ0762
 AJ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR508896(NAD 83)
 AJ0762_MARKER: DB = BENCH MARK DISK
 AJ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0762_STAMPING: M 1084 1957
 AJ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0762+STABILITY: SURFACE MOTION
 AJ0762
 AJ0762  HISTORY     - Date     Condition        Report By
 AJ0762  HISTORY     - 1957     MONUMENTED       CGS
 AJ0762  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0762  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ0762
 AJ0762                          STATION DESCRIPTION
 AJ0762
 AJ0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0762'12.1 MI NW FROM WEBB.
 AJ0762'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0762'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0762'GRADED DIRT ROAD, THENCE 9.1 MILES NORTHWEST ALONG U.S. HIGHWAY 83, 49
 AJ0762'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.4 FEET SOUTHEAST
 AJ0762'OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER POST, 1.5 FEET SOUTHWEST OF
 AJ0762'A FENCE, 2.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AJ0762'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0762
 AJ0762                          STATION RECOVERY (1982)
 AJ0762
 AJ0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0762'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ0762
 AJ0762                          STATION RECOVERY (2002)
 AJ0762
 AJ0762'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0410 ***********************************************************************
 AO0410  SACS        -  This is a Secondary Airport Control Station.
 AO0410  DESIGNATION -  M 1085
 AO0410  PID         -  AO0410
 AO0410  STATE/COUNTY-  TX/DIMMIT
 AO0410  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0410
 AO0410                         *CURRENT SURVEY CONTROL
 AO0410  ___________________________________________________________________
 AO0410* NAD 83(1993)-  28 31 23.32702(N)    099 49 37.59832(W)     ADJUSTED  
 AO0410* NAVD 88     -       181.243  (meters)     594.63   (feet)  ADJUSTED  
 AO0410  ___________________________________________________________________
 AO0410  X           -    -957,218.954 (meters)                     COMP
 AO0410  Y           -  -5,526,115.717 (meters)                     COMP
 AO0410  Z           -   3,027,646.209 (meters)                     COMP
 AO0410  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AO0410  ELLIP HEIGHT-         157.57  (meters)          (10/24/00) GPS OBS
 AO0410  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AO0410  DYNAMIC HT  -         180.971 (meters)     593.74  (feet)  COMP
 AO0410  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 AO0410
 AO0410  HORZ ORDER  -  FIRST
 AO0410  VERT ORDER  -  FIRST     CLASS II
 AO0410  ELLP ORDER  -  FOURTH    CLASS II
 AO0410
 AO0410.This mark is at Dimmit Co (CZT) Airport (CZT)
 AO0410
 AO0410.The horizontal coordinates were established by GPS observations
 AO0410.and adjusted by the National Geodetic Survey in February 1996..
 AO0410
 AO0410.The orthometric height was determined by differential leveling
 AO0410.and adjusted by the National Geodetic Survey in June 1991..
 AO0410.WARNING-GPS observations at this control monument resulted in a GPS
 AO0410.derived orthometric height which differed from the leveled height by
 AO0410.more than one decimeter (0.1 meter).
 AO0410
 AO0410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0410
 AO0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0410
 AO0410.The ellipsoidal height was determined by GPS observations
 AO0410.and is referenced to NAD 83.
 AO0410
 AO0410.The geoid height was determined by GEOID03.
 AO0410
 AO0410.The dynamic height is computed by dividing the NAVD 88
 AO0410.geopotential number by the normal gravity value computed on the
 AO0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0410.degrees latitude (g = 980.6199 gals.).
 AO0410
 AO0410.The modeled gravity was interpolated from observed gravity values.
 AO0410
 AO0410;                    North         East     Units Scale Factor Converg.
 AO0410;SPC TXSC     - 4,076,738.408   519,043.828   MT  0.99996281   -0 24 18.8
 AO0410;SPC TXSC     -13,375,099.26  1,702,896.29   sFT  0.99996281   -0 24 18.8
 AO0410;UTM  14      - 3,155,435.138   419,070.986   MT  0.99968083   -0 23 41.9
 AO0410
 AO0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0410!SPC TXSC     -   0.99997525  x   0.99996281  =   0.99993806
 AO0410!UTM  14      -   0.99997525  x   0.99968083  =   0.99965609
 AO0410
 AO0410:                Primary Azimuth Mark                     Grid Az
 AO0410:SPC TXSC     -  CARRPORT                                 119 45 12.4
 AO0410:UTM  14      -  CARRPORT                                 119 44 35.5
 AO0410
 AO0410|---------------------------------------------------------------------|
 AO0410| PID    Reference Object                     Distance      Geod. Az  |
 AO0410|                                                           dddmmss.s |
 AO0410| AO0792 CARRPORT                            APPROX. 0.6 KM 1192053.6 |
 AO0410|---------------------------------------------------------------------|
 AO0410
 AO0410                          SUPERSEDED SURVEY CONTROL
 AO0410
 AO0410  ELLIP H (02/20/96)  157.71   (m)                       GP(       ) 1 1
 AO0410  NGVD 29 (??/??/92)  181.172  (m)          594.40   (f) ADJ UNCH    1 2
 AO0410
 AO0410.Superseded values are not recommended for survey control.
 AO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0410.See file dsdata.txt to determine how the superseded data were derived.
 AO0410
 AO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1907155435(NAD 83)
 AO0410_MARKER: DB = BENCH MARK DISK
 AO0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0410_STAMPING: M 1085 1957
 AO0410_MARK LOGO: CGS   
 AO0410_PROJECTION: FLUSH
 AO0410_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AO0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0410+STABILITY: SURFACE MOTION
 AO0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0410+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1995
 AO0410
 AO0410  HISTORY     - Date     Condition        Report By
 AO0410  HISTORY     - 1957     MONUMENTED       CGS
 AO0410  HISTORY     - 1982     GOOD             NGS
 AO0410  HISTORY     - 19950412 GOOD             NGS
 AO0410  HISTORY     - 19970531 GOOD             USPSQD
 AO0410
 AO0410                          STATION DESCRIPTION
 AO0410
 AO0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0410'2.1 MI E FROM CARRIZO SPRINGS.
 AO0410'0.1 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE SAN ANTONIO, UVALDE AND
 AO0410'GULF RAILROAD STATION AT CARRIZO SPRINGS, THENCE 1.4 MILES NORTHEAST
 AO0410'ALONG STATE HIGHWAY 85, THENCE 0.6 MILE SOUTHEAST ALONG AN OILED ROAD,
 AO0410'65 FEET SOUTHEAST OF THE SOUTH CORNER OF THE HANGAR AT THE DIMMIT
 AO0410'COUNTY AIRPORT, 38 FEET NORTHWEST OF THE NORTH CORNER OF THE
 AO0410'ADMINISTRATION BUILDING, 1.7 FEET SOUTHEAST OF A FENCE, SET IN THE TOP
 AO0410'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AO0410
 AO0410                          STATION RECOVERY (1982)
 AO0410
 AO0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0410'MARK RECOVERED THIS DATE, 2 BLOCKS NORTH ALONG SIXTH STREET, THENCE
 AO0410'2.7 KM (1.7 MI) NORTHEAST ALONG STATE HIGHWAY 85, THENCE 1.0 KM
 AO0410'(0.6 MI) SOUTHEAST ALONG A BLACK TOP ROAD, 19.8 METERS (65.0 FT)
 AO0410'SOUTHEAST OF SOUTH CORNER OF A HANGER AT THE DIMMIT COUNTY AIRPORT,
 AO0410'AND 11.5 METERS (38.0 FT) NORTHWEST OF NORTH CORNER OF ADMINISTRATION
 AO0410'BUILDING.
 AO0410'THE MARK IS ABOVE LEVEL WITH GROUND.
 AO0410
 AO0410                          STATION RECOVERY (1995)
 AO0410
 AO0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AO0410'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF CARRIZO SPRINGS,
 AO0410'1.2 KM (0.75 MI) SOUTHEAST OF STATE HIGHWAY 85, AT THE DIMMIT COUNTY
 AO0410'AIRPORT, NORTHWEST OF THE NORTH CORNER OF THE OLD OFFICE IN THE LAWN,
 AO0410'OWNERSHIP--DIMMIT COUNTY, CARRIZO SPRINGS, TEXAS 78834, ERNEST
 AO0410'MARTINEZ, AIRPORT MANAGER, PHONE 512 876 9339.  TO REACH THE STATION
 AO0410'FROM THE JUNCTION OF U.S.  HIGHWAY 83, U.S.  HIGHWAY 277, STATE
 AO0410'HIGHWAY 85, AND LOOP 225 IN CARRIZO SPRINGS, GO EAST ON STATE HIGHWAY
 AO0410'85 FOR 2.27 KM (1.40 MI) TO A PAVED ROAD RIGHT, (NEAR A LARGE WATER
 AO0410'STORAGE TANK) GO SOUTHEAST 0.96 KM (0.60 MI) TO THE AIRPORT ENTRANCE
 AO0410'ON THE LEFT,NORTHEAST, GO 0.14 KM (0.10 MI) TO A T-ROAD AND AN
 AO0410'ABANDONED OFFICE BUILDING, AND THE STATION AHEAD IN THE NORTHWEST
 AO0410'LAWN.  THE STATION IS 22.0 M (72.2 FT) NORTHEAST OF THE CENTER OF THE
 AO0410'T-ROAD, 19.7 M (64.6 FT) SOUTHEAST OF THE SOUTH CORNER OF A HANGAR,
 AO0410'11.8 M (38.7 FT) NORTHWEST OF THE NORTH CORNER OF THE OLD OFFICE, 8.3
 AO0410'M (27.2 FT) SOUTHEAST OF AND LEVEL WITH THE CENTER OF AN APRON ACCESS
 AO0410'ROAD, 6.1 M (20.0 FT) SOUTHWEST OF THE CENTER OF AN ABANDONED CONCRETE
 AO0410'BASE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AO0410'DISK HAS BEEN MARRED AND IS HARD TO READ.  BY DEB
 AO0410
 AO0410                          STATION RECOVERY (1997)
 AO0410
 AO0410'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0054 ***********************************************************************
 AP0054  DESIGNATION -  M 1087
 AP0054  PID         -  AP0054
 AP0054  STATE/COUNTY-  TX/MAVERICK
 AP0054  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0054
 AP0054                         *CURRENT SURVEY CONTROL
 AP0054  ___________________________________________________________________
 AP0054* NAD 83(1986)-  28 40 26.     (N)    100 19 24.     (W)     SCALED    
 AP0054* NAVD 88     -       256.779  (meters)     842.45   (feet)  ADJUSTED  
 AP0054  ___________________________________________________________________
 AP0054  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AP0054  DYNAMIC HT  -         256.395 (meters)     841.19  (feet)  COMP
 AP0054  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 AP0054
 AP0054  VERT ORDER  -  FIRST     CLASS II
 AP0054
 AP0054.The horizontal coordinates were scaled from a topographic map and have
 AP0054.an estimated accuracy of +/- 6 seconds.
 AP0054
 AP0054.The orthometric height was determined by differential leveling
 AP0054.and adjusted by the National Geodetic Survey in June 1991..
 AP0054.WARNING-Repeat measurements at this control monument indicate possible
 AP0054.vertical movement.
 AP0054
 AP0054.The geoid height was determined by GEOID03.
 AP0054
 AP0054.The dynamic height is computed by dividing the NAVD 88
 AP0054.geopotential number by the normal gravity value computed on the
 AP0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0054.degrees latitude (g = 980.6199 gals.).
 AP0054
 AP0054.The modeled gravity was interpolated from observed gravity values.
 AP0054
 AP0054;                    North         East    Units  Estimated Accuracy
 AP0054;SPC TXSC     - 4,093,890.      470,670.      MT  (+/- 180 meters Scaled)
 AP0054
 AP0054                          SUPERSEDED SURVEY CONTROL
 AP0054
 AP0054  NGVD 29 (??/??/92)  256.544  (m)          841.68   (f) ADJ UNCH    1 2
 AP0054
 AP0054.Superseded values are not recommended for survey control.
 AP0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0054.See file dsdata.txt to determine how the superseded data were derived.
 AP0054
 AP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS706725(NAD 83)
 AP0054_MARKER: DB = BENCH MARK DISK
 AP0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0054_STAMPING: M 1087 1957
 AP0054_MARK LOGO: CGS   
 AP0054_PROJECTION: FLUSH
 AP0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0054+STABILITY: SURFACE MOTION
 AP0054
 AP0054  HISTORY     - Date     Condition        Report By
 AP0054  HISTORY     - 1957     MONUMENTED       CGS
 AP0054  HISTORY     - 1961     GOOD             NGS
 AP0054  HISTORY     - 1981     MARK NOT FOUND   USGS
 AP0054  HISTORY     - 1982     GOOD             NGS
 AP0054
 AP0054                          STATION DESCRIPTION
 AP0054
 AP0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0054'10.9 MI E FROM EAGLE PASS.
 AP0054'10.9 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0054'RAILROAD STATION AT EAGLE PASS, 64 FEET SOUTH OF THE CENTER LINE OF
 AP0054'THE HIGHWAY, 35 FEET EAST OF THE CENTER LINE OF A GRADED DIRT ROAD
 AP0054'LEADING SOUTH TO THE WEYRICH RANCH, 9.5 FEET NORTH OF A POWER POLE,
 AP0054'8.6 FEET EAST OF A FENCE, 9.4 FEET SOUTH OF A FENCE, 1.8 FEET WEST OF
 AP0054'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AP0054'FOOT ABOVE THE GROUND.  NOTE-- IT IS AT THE OUTSIDE OF A CURVE IN THE
 AP0054'OLD ROAD WHICH IS NOW A WIDE SECTION OF THE HIGHWAY.
 AP0054
 AP0054                          STATION RECOVERY (1961)
 AP0054
 AP0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AP0054'RECOVERED IN GOOD CONDITION.
 AP0054
 AP0054                          STATION RECOVERY (1981)
 AP0054
 AP0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 AP0054'MARK NOT FOUND.
 AP0054
 AP0054                          STATION RECOVERY (1982)
 AP0054
 AP0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0054'18.2 KM (11.3 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0054'COURTHOUSE IN EAGLE PASS, AT A GRAVEL ROAD LEADING SOUTH WITH A METAL
 AP0054'GATE WITH TWO BRICK PILLARS AND ALSO ABOUT 0.2 KM (0.1 MI) WEST OF A
 AP0054'PICNIC AREA, 72.2 METERS (237.0 FT) SOUTH OF THE CENTERLINE OF THE
 AP0054'HIGHWAY, 10.9 METERS (36.0 FT) EAST OF THE CENTER OF THE GRAVEL ROAD,
 AP0054'7.6 METERS (25.0 FT) EAST OF THE SOUTHEAST CORNER OF THE MOST EASTERLY
 AP0054'ONE OF THE TWO BRICK PILLARS, 3.2 METERS (10.5 FT) SOUTHEAST OF A
 AP0054'FENCE CORNER POST, 10.9 METERS (36.0 FT) NORTHEAST OF THE CENTER OF A
 AP0054'METAL GATE IN A NORTH SOUTH FENCE LINE, AND 2.7 METERS (9.0 FT) SOUTH
 AP0054'OF THE RIGHT OF WAY FENCE.
 AP0054'THE MARK IS 2.8 METERS  S FROM A WITNESS POST.
 AP0054'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0375 ***********************************************************************
 AO0375  DESIGNATION -  M 1088
 AO0375  PID         -  AO0375
 AO0375  STATE/COUNTY-  TX/DIMMIT
 AO0375  USGS QUAD   -  CATARINA (1982)
 AO0375
 AO0375                         *CURRENT SURVEY CONTROL
 AO0375  ___________________________________________________________________
 AO0375* NAD 83(1986)-  28 21 05.     (N)    099 36 54.     (W)     SCALED    
 AO0375* NAVD 88     -       157.062  (meters)     515.29   (feet)  ADJUSTED  
 AO0375  ___________________________________________________________________
 AO0375  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0375  DYNAMIC HT  -         156.823 (meters)     514.51  (feet)  COMP
 AO0375  MODELED GRAV-     979,123.7   (mgal)                       NAVD 88
 AO0375
 AO0375  VERT ORDER  -  FIRST     CLASS II
 AO0375
 AO0375.The horizontal coordinates were scaled from a topographic map and have
 AO0375.an estimated accuracy of +/- 6 seconds.
 AO0375
 AO0375.The orthometric height was determined by differential leveling
 AO0375.and adjusted by the National Geodetic Survey in June 1991..
 AO0375
 AO0375.The geoid height was determined by GEOID03.
 AO0375
 AO0375.The dynamic height is computed by dividing the NAVD 88
 AO0375.geopotential number by the normal gravity value computed on the
 AO0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0375.degrees latitude (g = 980.6199 gals.).
 AO0375
 AO0375.The modeled gravity was interpolated from observed gravity values.
 AO0375
 AO0375;                    North         East    Units  Estimated Accuracy
 AO0375;SPC TXSC     - 4,057,580.      539,710.      MT  (+/- 180 meters Scaled)
 AO0375
 AO0375                          SUPERSEDED SURVEY CONTROL
 AO0375
 AO0375.No superseded survey control is available for this station.
 AO0375
 AO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS397362(NAD 83)
 AO0375_MARKER: DB = BENCH MARK DISK
 AO0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0375_STAMPING: M 1088 1957
 AO0375_MARK LOGO: CGS   
 AO0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0375+STABILITY: SURFACE MOTION
 AO0375
 AO0375  HISTORY     - Date     Condition        Report By
 AO0375  HISTORY     - 1957     MONUMENTED       CGS
 AO0375  HISTORY     - 1982     GOOD             NGS
 AO0375  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0375
 AO0375                          STATION DESCRIPTION
 AO0375
 AO0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0375'IN CATARINA.
 AO0375'AT CATARINA, 55.5 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 6
 AO0375'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE POST OFFICE AND HOTEL, 4
 AO0375'FEET WEST OF THE WEST EDGE OF A SIDEWALK, SET IN THE TOP OF A CONCRETE
 AO0375'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0375
 AO0375                          STATION RECOVERY (1982)
 AO0375
 AO0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0375'RECOVERED THIS DATE, NOTE, POST OFFICE IS NOW ONE BLOCK SOUTH AND EAST
 AO0375'OF HIGHWAY 83, HOTEL IS SAME AS ORIGINAL DESCRIPTION, BUT IS NOW
 AO0375'CALLED RUDY HERNANDEZ EVANGELISM INC, 1.2 METERS (4 FT) WEST OF A
 AO0375'CYCLONE FENCE.
 AO0375
 AO0375                          STATION RECOVERY (1997)
 AO0375
 AO0375'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0334 ***********************************************************************
 AO0334  DESIGNATION -  M 1089
 AO0334  PID         -  AO0334
 AO0334  STATE/COUNTY-  TX/WEBB
 AO0334  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0334
 AO0334                         *CURRENT SURVEY CONTROL
 AO0334  ___________________________________________________________________
 AO0334* NAD 83(1986)-  28 02 28.     (N)    099 32 58.     (W)     SCALED    
 AO0334* NAVD 88     -       248.842  (meters)     816.41   (feet)  ADJUSTED  
 AO0334  ___________________________________________________________________
 AO0334  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0334  DYNAMIC HT  -         248.457 (meters)     815.15  (feet)  COMP
 AO0334  MODELED GRAV-     979,094.6   (mgal)                       NAVD 88
 AO0334
 AO0334  VERT ORDER  -  FIRST     CLASS II
 AO0334
 AO0334.The horizontal coordinates were scaled from a topographic map and have
 AO0334.an estimated accuracy of +/- 6 seconds.
 AO0334
 AO0334.The orthometric height was determined by differential leveling
 AO0334.and adjusted by the National Geodetic Survey in June 1991..
 AO0334
 AO0334.The geoid height was determined by GEOID03.
 AO0334
 AO0334.The dynamic height is computed by dividing the NAVD 88
 AO0334.geopotential number by the normal gravity value computed on the
 AO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0334.degrees latitude (g = 980.6199 gals.).
 AO0334
 AO0334.The modeled gravity was interpolated from observed gravity values.
 AO0334
 AO0334;                    North         East    Units  Estimated Accuracy
 AO0334;SPC TX S     - 5,263,510.      196,810.      MT  (+/- 180 meters Scaled)
 AO0334
 AO0334                          SUPERSEDED SURVEY CONTROL
 AO0334
 AO0334  NGVD 29 (??/??/92)  248.867  (m)          816.49   (f) ADJ UNCH    1 2
 AO0334
 AO0334.Superseded values are not recommended for survey control.
 AO0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0334.See file dsdata.txt to determine how the superseded data were derived.
 AO0334
 AO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS459018(NAD 83)
 AO0334_MARKER: DB = BENCH MARK DISK
 AO0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0334_STAMPING: M 1089 1957
 AO0334_MARK LOGO: CGS   
 AO0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0334+STABILITY: SURFACE MOTION
 AO0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0334+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AO0334
 AO0334  HISTORY     - Date     Condition        Report By
 AO0334  HISTORY     - 1957     MONUMENTED       CGS
 AO0334  HISTORY     - 1982     GOOD             NGS
 AO0334  HISTORY     - 20020326 GOOD             USPSQD
 AO0334
 AO0334                          STATION DESCRIPTION
 AO0334
 AO0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0334'22.65 MI SE FROM CATARINA.
 AO0334'22.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0334'CATARINA, 0.1 MILE SOUTHEAST OF A CONCRETE CULVERT, ON TOP OF A SMALL
 AO0334'HILL, 102 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 51.5 FEET
 AO0334'SOUTHWEST OF A FENCE, 1.8 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 AO0334'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0334
 AO0334                          STATION RECOVERY (1982)
 AO0334
 AO0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0334'MARK RECOVERED IN GOOD CONDITION..
 AO0334'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AO0334
 AO0334                          STATION RECOVERY (2002)
 AO0334
 AO0334'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0177 ***********************************************************************
 CB0177  DESIGNATION -  M 109
 CB0177  PID         -  CB0177
 CB0177  STATE/COUNTY-  TX/TOM GREEN
 CB0177  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0177
 CB0177                         *CURRENT SURVEY CONTROL
 CB0177  ___________________________________________________________________
 CB0177* NAD 83(1986)-  31 21 09.     (N)    100 35 13.     (W)     SCALED    
 CB0177* NAVD 88     -       594.544  (meters)    1950.60   (feet)  ADJUSTED  
 CB0177  ___________________________________________________________________
 CB0177  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CB0177  DYNAMIC HT  -         593.727 (meters)    1947.92  (feet)  COMP
 CB0177  MODELED GRAV-     979,246.5   (mgal)                       NAVD 88
 CB0177
 CB0177  VERT ORDER  -  SECOND    CLASS 0
 CB0177
 CB0177.The horizontal coordinates were scaled from a topographic map and have
 CB0177.an estimated accuracy of +/- 6 seconds.
 CB0177
 CB0177.The orthometric height was determined by differential leveling
 CB0177.and adjusted by the National Geodetic Survey in June 1991..
 CB0177
 CB0177.The geoid height was determined by GEOID03.
 CB0177
 CB0177.The dynamic height is computed by dividing the NAVD 88
 CB0177.geopotential number by the normal gravity value computed on the
 CB0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0177.degrees latitude (g = 980.6199 gals.).
 CB0177
 CB0177.The modeled gravity was interpolated from observed gravity values.
 CB0177
 CB0177;                    North         East    Units  Estimated Accuracy
 CB0177;SPC TX C     - 3,186,910.      675,870.      MT  (+/- 180 meters Scaled)
 CB0177
 CB0177                          SUPERSEDED SURVEY CONTROL
 CB0177
 CB0177  NGVD 29 (??/??/92)  594.379  (m)         1950.06   (f) ADJ UNCH    2 0
 CB0177
 CB0177.Superseded values are not recommended for survey control.
 CB0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0177.See file dsdata.txt to determine how the superseded data were derived.
 CB0177
 CB0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV490697(NAD 83)
 CB0177_MARKER: DD = SURVEY DISK
 CB0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0177_STAMPING: M-108-23
 CB0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0177+STABILITY: SURFACE MOTION
 CB0177
 CB0177  HISTORY     - Date     Condition        Report By
 CB0177  HISTORY     - UNK      MONUMENTED       USGS
 CB0177  HISTORY     - 1934     GOOD             NGS
 CB0177  HISTORY     - 1940     GOOD             NGS
 CB0177
 CB0177                          STATION DESCRIPTION
 CB0177
 CB0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0177'3.3 MI NE FROM TANKERSLY.
 CB0177'3.3 MILES NE OF AND ALONG THE PANHANDLE AND S.F.R.R. 500 FT. SW OF
 CB0177'MILE POST 729.  75 FT. S OF RAILROAD ON S SIDE OF MAIN ROAD.  8 FT. E
 CB0177'OF GATE OF RANCH ROAD, TO S.  2 FT. N OF FENCE.
 CB0177
 CB0177                          STATION RECOVERY (1940)
 CB0177
 CB0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1365 ***********************************************************************
 AY1365  DESIGNATION -  M 1091
 AY1365  PID         -  AY1365
 AY1365  STATE/COUNTY-  TX/UVALDE
 AY1365  USGS QUAD   -  UVALDE (1971)
 AY1365
 AY1365                         *CURRENT SURVEY CONTROL
 AY1365  ___________________________________________________________________
 AY1365* NAD 83(1986)-  29 14 16.     (N)    099 48 03.     (W)     SCALED    
 AY1365* NAVD 88     -       283.525  (meters)     930.20   (feet)  ADJUSTED  
 AY1365  ___________________________________________________________________
 AY1365  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY1365  DYNAMIC HT  -         283.113 (meters)     928.85  (feet)  COMP
 AY1365  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 AY1365
 AY1365  VERT ORDER  -  FIRST     CLASS II
 AY1365
 AY1365.The horizontal coordinates were scaled from a topographic map and have
 AY1365.an estimated accuracy of +/- 6 seconds.
 AY1365
 AY1365.The orthometric height was determined by differential leveling
 AY1365.and adjusted by the National Geodetic Survey in June 1991..
 AY1365
 AY1365.The geoid height was determined by GEOID03.
 AY1365
 AY1365.The dynamic height is computed by dividing the NAVD 88
 AY1365.geopotential number by the normal gravity value computed on the
 AY1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1365.degrees latitude (g = 980.6199 gals.).
 AY1365
 AY1365.The modeled gravity was interpolated from observed gravity values.
 AY1365
 AY1365;                    North         East    Units  Estimated Accuracy
 AY1365;SPC TXSC     - 4,155,920.      522,160.      MT  (+/- 180 meters Scaled)
 AY1365
 AY1365                          SUPERSEDED SURVEY CONTROL
 AY1365
 AY1365  NGVD 29 (??/??/92)  283.218  (m)          929.19   (f) ADJ UNCH    1 2
 AY1365
 AY1365.Superseded values are not recommended for survey control.
 AY1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1365.See file dsdata.txt to determine how the superseded data were derived.
 AY1365
 AY1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT221345(NAD 83)
 AY1365_MARKER: DB = BENCH MARK DISK
 AY1365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1365_SP_SET: CULVERT
 AY1365_STAMPING: M 1091 1957
 AY1365_MARK LOGO: CGS   
 AY1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1365
 AY1365  HISTORY     - Date     Condition        Report By
 AY1365  HISTORY     - 1957     MONUMENTED       CGS
 AY1365  HISTORY     - 1971     GOOD             USGS
 AY1365  HISTORY     - 1982     GOOD             NGS
 AY1365  HISTORY     - 20021109 GOOD             USPSQD
 AY1365
 AY1365                          STATION DESCRIPTION
 AY1365
 AY1365'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1365'0.5 MI NW FROM UVALDE.
 AY1365'UVALDE, JUNCTION OF STATE HIGHWAY 55 AND U. S. HIGHWAY 83 IN NORTH
 AY1365'UVALDE.  0.15 MILE NORTHWEST ALONG STATE HIGHWAY 55 IN THE TOP OF THE
 AY1365'NORTH HEADWALL OF A CONCRETE CULVERT.  30 FEET EAST OF ROAD NORTH, 22
 AY1365'FEET NORTH OF THE CENTERLINE OF HIGHWAY.  A STANDARD DISK, STAMPED M
 AY1365'1091, 1957.
 AY1365
 AY1365                          STATION RECOVERY (1982)
 AY1365
 AY1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1365'RECOVERED IN GOOD CONDITION.
 AY1365
 AY1365                          STATION RECOVERY (2002)
 AY1365
 AY1365'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0071 ***********************************************************************
 AZ0071  DESIGNATION -  M 1092
 AZ0071  PID         -  AZ0071
 AZ0071  STATE/COUNTY-  TX/KINNEY
 AZ0071  USGS QUAD   -  ANACACHO (1974)
 AZ0071
 AZ0071                         *CURRENT SURVEY CONTROL
 AZ0071  ___________________________________________________________________
 AZ0071* NAD 83(1986)-  29 11 51.     (N)    100 16 48.     (W)     SCALED    
 AZ0071* NAVD 88     -       318.350  (meters)    1044.45   (feet)  POSTED    
 AZ0071  ___________________________________________________________________
 AZ0071  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0071  DYNAMIC HT  -         317.890 (meters)    1042.94  (feet)  COMP
 AZ0071  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 AZ0071
 AZ0071  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AZ0071
 AZ0071.The horizontal coordinates were scaled from a topographic map and have
 AZ0071.an estimated accuracy of +/- 6 seconds.
 AZ0071
 AZ0071.The orthometric height was determined by differential leveling
 AZ0071.and adjusted by the National Geodetic Survey in 1992..
 AZ0071.No vertical observational check was made to the station.
 AZ0071.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AZ0071.was located on a no-check spur therefore a value was not computed.
 AZ0071
 AZ0071.The geoid height was determined by GEOID03.
 AZ0071
 AZ0071.The dynamic height is computed by dividing the NAVD 88
 AZ0071.geopotential number by the normal gravity value computed on the
 AZ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0071.degrees latitude (g = 980.6199 gals.).
 AZ0071
 AZ0071.The modeled gravity was interpolated from observed gravity values.
 AZ0071
 AZ0071;                    North         East    Units  Estimated Accuracy
 AZ0071;SPC TXSC     - 4,151,870.      475,540.      MT  (+/- 180 meters Scaled)
 AZ0071
 AZ0071                          SUPERSEDED SURVEY CONTROL
 AZ0071
 AZ0071  NGVD 29 (??/??/92)  318.237  (m)         1044.08   (f) ADJ UNCH    1 2
 AZ0071
 AZ0071.Superseded values are not recommended for survey control.
 AZ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0071.See file dsdata.txt to determine how the superseded data were derived.
 AZ0071
 AZ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT755305(NAD 83)
 AZ0071_MARKER: DB = BENCH MARK DISK
 AZ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0071_STAMPING: M 1092 1957
 AZ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0071+STABILITY: SURFACE MOTION
 AZ0071
 AZ0071  HISTORY     - Date     Condition        Report By
 AZ0071  HISTORY     - 1957     MONUMENTED       CGS
 AZ0071
 AZ0071                          STATION DESCRIPTION
 AZ0071
 AZ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0071'9.95 MI NE FROM SPOFFORD.
 AZ0071'ABOUT 8.9 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0071'FROM THE STATION AT SPOFFORD, THENCE 0.75 MILE SOUTHEAST ALONG AN
 AZ0071'ASPHALT ROAD LEADING TO ANACACHO RANCH HEADQUARTERS, THENCE 0.3 MILE
 AZ0071'NORTHEAST ALONG AN ASPHALT ROAD LEADING TO THE AIRPORT, 49 FEET
 AZ0071'NORTHWEST OF THE CENTER LINE OF THE ROAD, 81 FEET SOUTHEAST OF THE
 AZ0071'CENTER LINE OF THE RUNWAY, 242 FEET NORTHEAST OF THE CONCRETE
 AZ0071'FOUNDATION FOR AN ENGINE THAT HAS BEEN REMOVED, 15 FEET WEST OF A WIND
 AZ0071'SOCK SUPPORT, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST AND
 AZ0071'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0111 ***********************************************************************
 AP0111  DESIGNATION -  M 1093
 AP0111  PID         -  AP0111
 AP0111  STATE/COUNTY-  TX/MAVERICK
 AP0111  USGS QUAD   -  PALOMA (1974)
 AP0111
 AP0111                         *CURRENT SURVEY CONTROL
 AP0111  ___________________________________________________________________
 AP0111* NAD 83(1986)-  28 57 53.     (N)    100 24 00.     (W)     SCALED    
 AP0111* NAVD 88     -       270.341  (meters)     886.94   (feet)  ADJUSTED  
 AP0111  ___________________________________________________________________
 AP0111  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AP0111  DYNAMIC HT  -         269.944 (meters)     885.64  (feet)  COMP
 AP0111  MODELED GRAV-     979,167.1   (mgal)                       NAVD 88
 AP0111
 AP0111  VERT ORDER  -  FIRST     CLASS II
 AP0111
 AP0111.The horizontal coordinates were scaled from a topographic map and have
 AP0111.an estimated accuracy of +/- 6 seconds.
 AP0111
 AP0111.The orthometric height was determined by differential leveling
 AP0111.and adjusted by the National Geodetic Survey in June 1991..
 AP0111
 AP0111.The geoid height was determined by GEOID03.
 AP0111
 AP0111.The dynamic height is computed by dividing the NAVD 88
 AP0111.geopotential number by the normal gravity value computed on the
 AP0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0111.degrees latitude (g = 980.6199 gals.).
 AP0111
 AP0111.The modeled gravity was interpolated from observed gravity values.
 AP0111
 AP0111;                    North         East    Units  Estimated Accuracy
 AP0111;SPC TXSC     - 4,126,210.      463,560.      MT  (+/- 180 meters Scaled)
 AP0111
 AP0111                          SUPERSEDED SURVEY CONTROL
 AP0111
 AP0111  NGVD 29 (??/??/92)  270.195  (m)          886.46   (f) ADJ UNCH    1 2
 AP0111
 AP0111.Superseded values are not recommended for survey control.
 AP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0111.See file dsdata.txt to determine how the superseded data were derived.
 AP0111
 AP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT635048(NAD 83)
 AP0111_MARKER: DB = BENCH MARK DISK
 AP0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0111_STAMPING: M 1093 1957
 AP0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0111+STABILITY: SURFACE MOTION
 AP0111
 AP0111  HISTORY     - Date     Condition        Report By
 AP0111  HISTORY     - 1957     MONUMENTED       CGS
 AP0111  HISTORY     - 1958     GOOD             NGS
 AP0111
 AP0111                          STATION DESCRIPTION
 AP0111
 AP0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0111'14.65 MI S FROM SPOFFORD.
 AP0111'14.65 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0111'STATION AT SPOFFORD, AT THE SOUTH END OF A CUT, 86 FEET WEST OF THE
 AP0111'2ND POLE NORTH OF MILEPOST 14, 51 FEET WEST OF THE WEST RAIL, 2.6 FEET
 AP0111'WEST OF A FENCE, 2.1 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 AP0111'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND. NOTE-- 245
 AP0111'FEET NNW. OF THE CENTERLINE OF RR AND DRAIN AND IS 1.2 FEET LOWER IN
 AP0111'ELEV. 54 FEET W OF THE CENTERLINE OF RR TRACK AND IS 1.8 FEET LOWER IN
 AP0111'ELEV.
 AP0111
 AP0111                          STATION RECOVERY (1958)
 AP0111
 AP0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AP0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0890 ***********************************************************************
 AY0890  DESIGNATION -  M 1094
 AY0890  PID         -  AY0890
 AY0890  STATE/COUNTY-  TX/BEXAR
 AY0890  USGS QUAD   -  LA COSTE (1982)
 AY0890
 AY0890                         *CURRENT SURVEY CONTROL
 AY0890  ___________________________________________________________________
 AY0890* NAD 83(1986)-  29 18 58.     (N)    098 47 43.     (W)     SCALED    
 AY0890* NAVD 88     -       213.326  (meters)     699.89   (feet)  ADJUSTED  
 AY0890  ___________________________________________________________________
 AY0890  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AY0890  DYNAMIC HT  -         213.018 (meters)     698.88  (feet)  COMP
 AY0890  MODELED GRAV-     979,196.0   (mgal)                       NAVD 88
 AY0890
 AY0890  VERT ORDER  -  FIRST     CLASS II
 AY0890
 AY0890.The horizontal coordinates were scaled from a topographic map and have
 AY0890.an estimated accuracy of +/- 6 seconds.
 AY0890
 AY0890.The orthometric height was determined by differential leveling
 AY0890.and adjusted by the National Geodetic Survey in June 1991..
 AY0890
 AY0890.The geoid height was determined by GEOID03.
 AY0890
 AY0890.The dynamic height is computed by dividing the NAVD 88
 AY0890.geopotential number by the normal gravity value computed on the
 AY0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0890.degrees latitude (g = 980.6199 gals.).
 AY0890
 AY0890.The modeled gravity was interpolated from observed gravity values.
 AY0890
 AY0890;                    North         East    Units  Estimated Accuracy
 AY0890;SPC TXSC     - 4,164,350.      619,880.      MT  (+/- 180 meters Scaled)
 AY0890
 AY0890                          SUPERSEDED SURVEY CONTROL
 AY0890
 AY0890  NGVD 29 (??/??/92)  213.196  (m)          699.46   (f) ADJ UNCH    1 2
 AY0890
 AY0890.Superseded values are not recommended for survey control.
 AY0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0890.See file dsdata.txt to determine how the superseded data were derived.
 AY0890
 AY0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT198430(NAD 83)
 AY0890_MARKER: DB = BENCH MARK DISK
 AY0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0890_STAMPING: M 1094 1957
 AY0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0890+STABILITY: SURFACE MOTION
 AY0890
 AY0890  HISTORY     - Date     Condition        Report By
 AY0890  HISTORY     - 1957     MONUMENTED       CGS
 AY0890  HISTORY     - 19991001 MARK NOT FOUND   USPSQD
 AY0890  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0890
 AY0890                          STATION DESCRIPTION
 AY0890
 AY0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0890'1.4 MI NE FROM LACOSTE.
 AY0890'1.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0890'STATION AT LACOSTE, 4 1/2 POLES NORTHEAST OF MILEPOST 233, 44 FEET
 AY0890'NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 29.5 FEET NORTH OF
 AY0890'THE NORTH RAIL, 17 FEET SOUTH OF A FENCE, 4.7 FEET NORTH OF A
 AY0890'TELEPHONE POLE, 1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AY0890'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0890
 AY0890                          STATION RECOVERY (1999)
 AY0890
 AY0890'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0890'MARK NOT FOUND.
 AY0890
 AY0890                          STATION RECOVERY (2002)
 AY0890
 AY0890'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0144 ***********************************************************************
 BB0144  DESIGNATION -  M 1095
 BB0144  PID         -  BB0144
 BB0144  STATE/COUNTY-  TX/PRESIDIO
 BB0144  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0144
 BB0144                         *CURRENT SURVEY CONTROL
 BB0144  ___________________________________________________________________
 BB0144* NAD 83(1986)-  29 35 23.     (N)    104 25 34.     (W)     SCALED    
 BB0144* NAVD 88     -       786.163  (meters)    2579.27   (feet)  ADJUSTED  
 BB0144  ___________________________________________________________________
 BB0144  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 BB0144  DYNAMIC HT  -         784.889 (meters)    2575.09  (feet)  COMP
 BB0144  MODELED GRAV-     978,997.5   (mgal)                       NAVD 88
 BB0144
 BB0144  VERT ORDER  -  SECOND    CLASS 0
 BB0144
 BB0144.The horizontal coordinates were scaled from a topographic map and have
 BB0144.an estimated accuracy of +/- 6 seconds.
 BB0144
 BB0144.The orthometric height was determined by differential leveling
 BB0144.and adjusted by the National Geodetic Survey in June 1991..
 BB0144
 BB0144.The geoid height was determined by GEOID03.
 BB0144
 BB0144.The dynamic height is computed by dividing the NAVD 88
 BB0144.geopotential number by the normal gravity value computed on the
 BB0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0144.degrees latitude (g = 980.6199 gals.).
 BB0144
 BB0144.The modeled gravity was interpolated from observed gravity values.
 BB0144
 BB0144;                    North         East    Units  Estimated Accuracy
 BB0144;SPC TXSC     - 4,206,850.       74,570.      MT  (+/- 180 meters Scaled)
 BB0144
 BB0144                          SUPERSEDED SURVEY CONTROL
 BB0144
 BB0144  NGVD 29 (??/??/92)  785.758  (m)         2577.94   (f) ADJ UNCH    2 0
 BB0144
 BB0144.Superseded values are not recommended for survey control.
 BB0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0144.See file dsdata.txt to determine how the superseded data were derived.
 BB0144
 BB0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN555734(NAD 83)
 BB0144_MARKER: DB = BENCH MARK DISK
 BB0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0144_SP_SET: MONUMENT
 BB0144_STAMPING: M 1095 1973
 BB0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0144
 BB0144  HISTORY     - Date     Condition        Report By
 BB0144  HISTORY     - 1973     MONUMENTED       NGS
 BB0144
 BB0144                          STATION DESCRIPTION
 BB0144
 BB0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0144'3.9 MI WNW FROM PRESIDIO.
 BB0144'TO REACH FROM THE POST OFFICE IN PRESIDIO GO WESTERLY ON FARM ROAD 170
 BB0144'FOR 4.1 MILES TO A GRAVEL SIDE ROAD ON THE LEFT, TURN  LEFT DOWN OFF
 BB0144'HIGHWAY AND GO SOUTHWEST FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND
 BB0144'GO SOUTHERLY ON DIRT ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT WHERE
 BB0144'THE ROAD BEGINS TO CURVE TO THE LEFT, 15 FEET WEST OF THE APPROXIMATE
 BB0144'CENTER OF THE TRACK ROAD, 6 FEET EAST OF A NORTH-SOUTH FENCE LINE, AND
 BB0144'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS
 BB0144'ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0561 ***********************************************************************
 BP0561  DESIGNATION -  M 1096
 BP0561  PID         -  BP0561
 BP0561  STATE/COUNTY-  TX/JEFF DAVIS
 BP0561  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0561
 BP0561                         *CURRENT SURVEY CONTROL
 BP0561  ___________________________________________________________________
 BP0561* NAD 83(1986)-  30 32 39.     (N)    103 51 23.     (W)     SCALED    
 BP0561* NAVD 88     -      1512.834  (meters)    4963.36   (feet)  ADJUSTED  
 BP0561  ___________________________________________________________________
 BP0561  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 BP0561  DYNAMIC HT  -        1510.363 (meters)    4955.25  (feet)  COMP
 BP0561  MODELED GRAV-     978,954.2   (mgal)                       NAVD 88
 BP0561  OBS GRAVITY -     978,950.6   (mgal)                       GRAV_OBS
 BP0561
 BP0561  VERT ORDER  -  FIRST     CLASS I
 BP0561
 BP0561.The horizontal coordinates were scaled from a topographic map and have
 BP0561.an estimated accuracy of +/- 6 seconds.
 BP0561
 BP0561.The orthometric height was determined by differential leveling
 BP0561.and adjusted by the National Geodetic Survey in June 1991..
 BP0561
 BP0561.The geoid height was determined by GEOID03.
 BP0561
 BP0561.The dynamic height is computed by dividing the NAVD 88
 BP0561.geopotential number by the normal gravity value computed on the
 BP0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0561.degrees latitude (g = 980.6199 gals.).
 BP0561
 BP0561.The modeled gravity was interpolated from observed gravity values.
 BP0561.The observed gravity was obtained from relative gravimeter ties
 BP0561.to the IGSN71 gravity network.
 BP0561
 BP0561;                    North         East    Units  Estimated Accuracy
 BP0561;SPC TX C     - 3,102,630.      362,030.      MT  (+/- 180 meters Scaled)
 BP0561
 BP0561                          SUPERSEDED SURVEY CONTROL
 BP0561
 BP0561  NGVD 29 (??/??/92) 1512.311  (m)         4961.64   (f) ADJ UNCH    1 1
 BP0561
 BP0561.Superseded values are not recommended for survey control.
 BP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0561.See file dsdata.txt to determine how the superseded data were derived.
 BP0561
 BP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP096796(NAD 83)
 BP0561_MARKER: DB = BENCH MARK DISK
 BP0561_SETTING: 66 = SET IN ROCK OUTCROP
 BP0561_SP_SET: ROCK OUTCROP
 BP0561_STAMPING: M 1096 1977
 BP0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0561+STABILITY: POSITION/ELEVATION WELL
 BP0561
 BP0561  HISTORY     - Date     Condition        Report By
 BP0561  HISTORY     - 1977     MONUMENTED       NGS
 BP0561  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BP0561  HISTORY     - 1989     GOOD             USPSQD
 BP0561  HISTORY     - 19961007 GOOD             USPSQD
 BP0561  HISTORY     - 20030322 GOOD             USPSQD
 BP0561
 BP0561                          STATION DESCRIPTION
 BP0561
 BP0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0561'3.8 MI SE FROM FORT DAVIS.
 BP0561'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0561'COURTHOUSE AT FORT DAVIS, AT THE SUMMIT OF A LOW HILL, AT THE
 BP0561'SOUTHEAST END OF A ROCK CUT, IN TOP OF A LARGE FLAT OUTCROP
 BP0561'PROJECTING 6-INCHES, 36.6 FT. NORTHEAST OF THE CENTER LINE OF THE
 BP0561'HIGHWAY, 14 FT. SOUTH OF THE NORTHWEST ONE OF TWO OAK TREES, 6.0
 BP0561'FT. SOUTHWEST OF THE NORTH EAST RIGHT-OF-WAY FENCE.
 BP0561
 BP0561                          STATION RECOVERY (1988)
 BP0561
 BP0561'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0561'MARK NOT FOUND.
 BP0561
 BP0561                          STATION RECOVERY (1989)
 BP0561
 BP0561'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0561'RECOVERED IN GOOD CONDITION.
 BP0561
 BP0561                          STATION RECOVERY (1996)
 BP0561
 BP0561'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0561'RECOVERED IN GOOD CONDITION.
 BP0561
 BP0561                          STATION RECOVERY (2003)
 BP0561
 BP0561'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0573 ***********************************************************************
 BP0573  DESIGNATION -  M 1097
 BP0573  PID         -  BP0573
 BP0573  STATE/COUNTY-  TX/JEFF DAVIS
 BP0573  USGS QUAD   -  FORT DAVIS (1972)
 BP0573
 BP0573                         *CURRENT SURVEY CONTROL
 BP0573  ___________________________________________________________________
 BP0573* NAD 83(1986)-  30 36 16.     (N)    103 56 52.     (W)     SCALED    
 BP0573* NAVD 88     -      1530.779  (meters)    5022.23   (feet)  ADJUSTED  
 BP0573  ___________________________________________________________________
 BP0573  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0573  DYNAMIC HT  -        1528.258 (meters)    5013.96  (feet)  COMP
 BP0573  MODELED GRAV-     978,940.0   (mgal)                       NAVD 88
 BP0573  OBS GRAVITY -     978,938.9   (mgal)                       GRAV_OBS
 BP0573
 BP0573  VERT ORDER  -  FIRST     CLASS I
 BP0573
 BP0573.The horizontal coordinates were scaled from a topographic map and have
 BP0573.an estimated accuracy of +/- 6 seconds.
 BP0573
 BP0573.The orthometric height was determined by differential leveling
 BP0573.and adjusted by the National Geodetic Survey in June 1991..
 BP0573
 BP0573.The geoid height was determined by GEOID03.
 BP0573
 BP0573.The dynamic height is computed by dividing the NAVD 88
 BP0573.geopotential number by the normal gravity value computed on the
 BP0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0573.degrees latitude (g = 980.6199 gals.).
 BP0573
 BP0573.The modeled gravity was interpolated from observed gravity values.
 BP0573.The observed gravity was obtained from relative gravimeter ties
 BP0573.to the IGSN71 gravity network.
 BP0573
 BP0573;                    North         East    Units  Estimated Accuracy
 BP0573;SPC TX C     - 3,109,590.      353,480.      MT  (+/- 180 meters Scaled)
 BP0573
 BP0573                          SUPERSEDED SURVEY CONTROL
 BP0573
 BP0573  NGVD 29 (??/??/92) 1530.208  (m)         5020.36   (f) ADJ UNCH    1 1
 BP0573
 BP0573.Superseded values are not recommended for survey control.
 BP0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0573.See file dsdata.txt to determine how the superseded data were derived.
 BP0573
 BP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP008862(NAD 83)
 BP0573_MARKER: DB = BENCH MARK DISK
 BP0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0573_SP_SET: CULVERT
 BP0573_STAMPING: M 1097 1977
 BP0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0573
 BP0573  HISTORY     - Date     Condition        Report By
 BP0573  HISTORY     - 1977     MONUMENTED       NGS
 BP0573  HISTORY     - 1988     GOOD             USPSQD
 BP0573  HISTORY     - 19961007 GOOD             USPSQD
 BP0573  HISTORY     - 20030322 GOOD             USPSQD
 BP0573
 BP0573                          STATION DESCRIPTION
 BP0573
 BP0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0573'5.55 MI NW FROM FORT DAVIS.
 BP0573'ABOUT 5.55 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0573'COURTHOUSE AT FORT DAVIS, 0.05 MILES SOUTHEAST OF THE ENTRANCE
 BP0573'TO PRUDE RANCH AND SUMMER CAMP, SET IN WEST END OF SOUTH CULVERT,
 BP0573'24 FT. SOUTH OF THE CENTER LINE OF HIGHWAY, 140 FT. SOUTHEAST AND
 BP0573'ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A CORRAL.
 BP0573
 BP0573                          STATION RECOVERY (1988)
 BP0573
 BP0573'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0573'RECOVERED IN GOOD CONDITION.
 BP0573
 BP0573                          STATION RECOVERY (1996)
 BP0573
 BP0573'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0573'RECOVERED IN GOOD CONDITION.
 BP0573
 BP0573                          STATION RECOVERY (2003)
 BP0573
 BP0573'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0323 ***********************************************************************
 BQ0323  DESIGNATION -  M 1098
 BQ0323  PID         -  BQ0323
 BQ0323  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0323  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0323
 BQ0323                         *CURRENT SURVEY CONTROL
 BQ0323  ___________________________________________________________________
 BQ0323* NAD 83(1986)-  30 40 49.     (N)    104 01 13.     (W)     SCALED    
 BQ0323* NAVD 88     -      1915.233  (meters)    6283.56   (feet)  ADJUSTED  
 BQ0323  ___________________________________________________________________
 BQ0323  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0323  DYNAMIC HT  -        1911.963 (meters)    6272.83  (feet)  COMP
 BQ0323  MODELED GRAV-     978,864.6   (mgal)                       NAVD 88
 BQ0323  OBS GRAVITY -     978,858.2   (mgal)                       GRAV_OBS
 BQ0323
 BQ0323  VERT ORDER  -  FIRST     CLASS I
 BQ0323
 BQ0323.The horizontal coordinates were scaled from a topographic map and have
 BQ0323.an estimated accuracy of +/- 6 seconds.
 BQ0323
 BQ0323.The orthometric height was determined by differential leveling
 BQ0323.and adjusted by the National Geodetic Survey in June 1991..
 BQ0323
 BQ0323.The geoid height was determined by GEOID03.
 BQ0323
 BQ0323.The dynamic height is computed by dividing the NAVD 88
 BQ0323.geopotential number by the normal gravity value computed on the
 BQ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0323.degrees latitude (g = 980.6199 gals.).
 BQ0323
 BQ0323.The modeled gravity was interpolated from observed gravity values.
 BQ0323.The observed gravity was obtained from relative gravimeter ties
 BQ0323.to the IGSN71 gravity network.
 BQ0323
 BQ0323;                    North         East    Units  Estimated Accuracy
 BQ0323;SPC TX C     - 3,118,220.      346,810.      MT  (+/- 180 meters Scaled)
 BQ0323
 BQ0323                          SUPERSEDED SURVEY CONTROL
 BQ0323
 BQ0323  NGVD 29 (??/??/92) 1914.556  (m)         6281.34   (f) ADJ UNCH    1 1
 BQ0323
 BQ0323.Superseded values are not recommended for survey control.
 BQ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0323.See file dsdata.txt to determine how the superseded data were derived.
 BQ0323
 BQ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP938945(NAD 83)
 BQ0323_MARKER: DB = BENCH MARK DISK
 BQ0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0323_SP_SET: CULVERT
 BQ0323_STAMPING: M 1098 1977
 BQ0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0323
 BQ0323  HISTORY     - Date     Condition        Report By
 BQ0323  HISTORY     - 1977     MONUMENTED       NGS
 BQ0323  HISTORY     - 1988     GOOD             USPSQD
 BQ0323  HISTORY     - 1989     GOOD             USPSQD
 BQ0323  HISTORY     - 19961007 GOOD             USPSQD
 BQ0323  HISTORY     - 20030322 GOOD             USPSQD
 BQ0323
 BQ0323                          STATION DESCRIPTION
 BQ0323
 BQ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0323'15.70 MI NW FROM FORT DAVIS.
 BQ0323'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0323'COURTHOUSE AT FORT DAVIS, THENCE 0.65 MILES SOUTHEAST ALONG SPUR 78
 BQ0323'FROM ITS JUNCTION WITH 118, LOCATED WHERE THE PAVED ROAD TURNS SOUTH
 BQ0323'TOWARD RESIDENTIAL AREA FOR MCDONALDS OBSERVATORY, SET IN THE
 BQ0323'NORTH END OF THE EAST CULVERT HEADWALL, 32 FT. EAST OF THE FORKS OF
 BQ0323'THE ROAD, 106 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 BQ0323
 BQ0323                          STATION RECOVERY (1988)
 BQ0323
 BQ0323'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0323'RECOVERED IN GOOD CONDITION.
 BQ0323
 BQ0323                          STATION RECOVERY (1989)
 BQ0323
 BQ0323'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0323'RECOVERED IN GOOD CONDITION.
 BQ0323
 BQ0323                          STATION RECOVERY (1996)
 BQ0323
 BQ0323'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0323'RECOVERED IN GOOD CONDITION.
 BQ0323
 BQ0323                          STATION RECOVERY (2003)
 BQ0323
 BQ0323'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0176 ***********************************************************************
 AB0176  DESIGNATION -  M 11
 AB0176  PID         -  AB0176
 AB0176  STATE/COUNTY-  TX/CAMERON
 AB0176  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0176
 AB0176                         *CURRENT SURVEY CONTROL
 AB0176  ___________________________________________________________________
 AB0176* NAD 83(1986)-  25 57 35.     (N)    097 34 27.     (W)     SCALED    
 AB0176* NAVD 88     -        12.543  (meters)      41.15   (feet)  ADJUSTED  
 AB0176  ___________________________________________________________________
 AB0176  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AB0176  DYNAMIC HT  -          12.523 (meters)      41.09  (feet)  COMP
 AB0176  MODELED GRAV-     979,023.8   (mgal)                       NAVD 88
 AB0176
 AB0176  VERT ORDER  -  SECOND    CLASS 0
 AB0176
 AB0176.The horizontal coordinates were scaled from a topographic map and have
 AB0176.an estimated accuracy of +/- 6 seconds.
 AB0176
 AB0176.The orthometric height was determined by differential leveling
 AB0176.and adjusted by the National Geodetic Survey in June 1991..
 AB0176
 AB0176.The geoid height was determined by GEOID03.
 AB0176
 AB0176.The dynamic height is computed by dividing the NAVD 88
 AB0176.geopotential number by the normal gravity value computed on the
 AB0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0176.degrees latitude (g = 980.6199 gals.).
 AB0176
 AB0176.The modeled gravity was interpolated from observed gravity values.
 AB0176
 AB0176;                    North         East    Units  Estimated Accuracy
 AB0176;SPC TX S     - 5,032,810.      392,730.      MT  (+/- 180 meters Scaled)
 AB0176
 AB0176                          SUPERSEDED SURVEY CONTROL
 AB0176
 AB0176  NGVD 29 (??/??/92)   12.629  (m)           41.43   (f) ADJ UNCH    2 0
 AB0176
 AB0176.Superseded values are not recommended for survey control.
 AB0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0176.See file dsdata.txt to determine how the superseded data were derived.
 AB0176
 AB0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP427720(NAD 83)
 AB0176_MARKER: DD = SURVEY DISK
 AB0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0176_SP_SET: CULVERT
 AB0176_STAMPING: M 11 41.17
 AB0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0176
 AB0176  HISTORY     - Date     Condition        Report By
 AB0176  HISTORY     - UNK      MONUMENTED
 AB0176  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0176
 AB0176                          STATION DESCRIPTION
 AB0176
 AB0176'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0176'5.7 MI NW FROM BROWNSVILLE.
 AB0176'5.7 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0176'AT BROWNSVILLE, CAMERON COUNTY, 0.2 MILE EAST OF AN IRRIGATION CANAL,
 AB0176'AT A 3-BY 3-FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER
 AB0176'OF THE TOP OF THE SOUTH HEADWALL, 35.5 FEET SOUTH OF THE CENTERLINE OF
 AB0176'THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY. NOTE-- ALL THE
 AB0176'CULVERTS ALONG THIS ROAD WERE RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0043 ***********************************************************************
 CT0043  DESIGNATION -  M 11 RESET
 CT0043  PID         -  CT0043
 CT0043  STATE/COUNTY-  TX/PALO PINTO
 CT0043  USGS QUAD   -  STRAWN EAST (1984)
 CT0043
 CT0043                         *CURRENT SURVEY CONTROL
 CT0043  ___________________________________________________________________
 CT0043* NAD 83(1993)-  32 32 36.52235(N)    098 25 19.39335(W)     ADJUSTED  
 CT0043* NAVD 88     -       290.630  (meters)     953.51   (feet)  ADJUSTED  
 CT0043  ___________________________________________________________________
 CT0043  X           -    -788,282.827 (meters)                     COMP
 CT0043  Y           -  -5,324,059.722 (meters)                     COMP
 CT0043  Z           -   3,411,529.419 (meters)                     COMP
 CT0043  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 CT0043  ELLIP HEIGHT-         261.65  (meters)          (10/24/00) GPS OBS
 CT0043  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0043  DYNAMIC HT  -         290.268 (meters)     952.32  (feet)  COMP
 CT0043  MODELED GRAV-     979,386.2   (mgal)                       NAVD 88
 CT0043
 CT0043  HORZ ORDER  -  FIRST
 CT0043  VERT ORDER  -  FIRST     CLASS II
 CT0043  ELLP ORDER  -  FOURTH    CLASS II
 CT0043
 CT0043.The horizontal coordinates were established by GPS observations
 CT0043.and adjusted by the National Geodetic Survey in February 1996..
 CT0043
 CT0043.The orthometric height was determined by differential leveling
 CT0043.and adjusted by the National Geodetic Survey in June 1991..
 CT0043
 CT0043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT0043
 CT0043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0043
 CT0043.The ellipsoidal height was determined by GPS observations
 CT0043.and is referenced to NAD 83.
 CT0043
 CT0043.The geoid height was determined by GEOID03.
 CT0043
 CT0043.The dynamic height is computed by dividing the NAVD 88
 CT0043.geopotential number by the normal gravity value computed on the
 CT0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0043.degrees latitude (g = 980.6199 gals.).
 CT0043
 CT0043.The modeled gravity was interpolated from observed gravity values.
 CT0043
 CT0043;                    North         East     Units Scale Factor Converg.
 CT0043;SPC TXNC     - 2,097,232.904   607,320.966   MT  0.99991168   +0 02 33.0
 CT0043;SPC TXNC     - 6,880,671.62  1,992,518.87   sFT  0.99991168   +0 02 33.0
 CT0043;UTM  14      - 3,600,826.001   554,266.048   MT  0.99963631   +0 18 39.3
 CT0043
 CT0043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0043!SPC TXNC     -   0.99995892  x   0.99991168  =   0.99987060
 CT0043!UTM  14      -   0.99995892  x   0.99963631  =   0.99959525
 CT0043
 CT0043                          SUPERSEDED SURVEY CONTROL
 CT0043
 CT0043  ELLIP H (02/20/96)  261.69   (m)                       GP(       ) 1 1
 CT0043  NAD 83(1993)-  32 32 36.52369(N)    098 25 19.39069(W) AD(       ) 3
 CT0043  ELLIP H (02/16/96)  261.65   (m)                       GP(       ) 5 1
 CT0043  NAD 83(1986)-  32 32 36.52643(N)    098 25 19.37716(W) AD(       ) 3
 CT0043  NAD 27      -  32 32 36.06445(N)    098 25 18.20183(W) AD(       ) 3
 CT0043  NAVD 88 (02/20/96)  290.63   (m)          953.5    (f) LEVELING    3  
 CT0043  NGVD 29 (??/??/92)  290.528  (m)          953.17   (f) ADJ UNCH    1 2
 CT0043
 CT0043.Superseded values are not recommended for survey control.
 CT0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0043.See file dsdata.txt to determine how the superseded data were derived.
 CT0043
 CT0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5426600826(NAD 83)
 CT0043_MARKER: DB = BENCH MARK DISK
 CT0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0043_STAMPING: M 11 RESET 1952
 CT0043_MARK LOGO: CGS   
 CT0043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CT0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0043+STABILITY: SURFACE MOTION
 CT0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0043+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1994
 CT0043
 CT0043  HISTORY     - Date     Condition        Report By
 CT0043  HISTORY     - 1988     MONUMENTED       NGS
 CT0043  HISTORY     - 1956     GOOD             NGS
 CT0043  HISTORY     - 1983     GOOD             NGS
 CT0043  HISTORY     - 19941205 GOOD             NGS
 CT0043  HISTORY     - 19980627 GOOD             USPSQD
 CT0043  HISTORY     - 20020316 GOOD             USPSQD
 CT0043  HISTORY     - 20040327 GOOD             USPSQD
 CT0043
 CT0043                          STATION DESCRIPTION
 CT0043
 CT0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CT0043'THE STATION IS LOCATED IN THE TOWN OF MINGUS, IN LARGE OPEN AREA
 CT0043'FORMERLY OCCUPIED BY RAILROAD STATION AND ABOUT 150 METERS
 CT0043'NORTHWEST OF THE POST OFFICE.
 CT0043'OWNERSHIP--UNION PACIFIC RAILROAD, PO BOX 9857, FT WORTH TEXAS
 CT0043'76107, PHONE 817-878-4540.
 CT0043'
 CT0043'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CT0043'STATE HIGHWAY 108, EXIT 367, WHICH IS ABOUT 4.0 KM (2.5 MI) SOUTH
 CT0043'OF MINGUS, GO NORTH ON STATE HIGHWAY 108 FOR 4.0
 CT0043'KM (2.5 MI) TO THE JUNCTION OF STATE HIGHWAY 193 IN MINGUS AND
 CT0043'THE STATION ABOUT 100 METERS AHEAD AND TO THE LEFT IN OPEN AREA
 CT0043'BETWEEN STREET AND RAILROAD TRACKS.
 CT0043'
 CT0043'THS STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---M 11
 CT0043'RESET 1952---, SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 CT0043'PROJECTING 5 CM IN THE MIDDLE OF A SMALL THORN TREE.  LOCATED 79.2
 CT0043'METERS (259.8 FT) EAST FROM THE JUNCTION OF STATE HIGHWAY 108 AND
 CT0043'THE SOUTH RAIL OF TRACKS, 28.9 METERS (94.8 FT) SOUTH-SOUTHWEST OF
 CT0043'UTILITY POLE AND TELEPHONE PEDESTAL ACROSS TRACKS, 13.4 METERS
 CT0043'(44.0 FT) WEST OF AN OVERHEAD UTILITY LINE, 7.3 METERS (24.0 FT)
 CT0043'SOUTH OF THE SOUTH RAIL, 0.4 METER (1.3 FT) LOWER THAN THE TRACKS
 CT0043'AND 0.4 METER (1.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 CT0043'
 CT0043'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CT0043'
 CT0043'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CT0043'
 CT0043'DESCRIBED BY D.A. BOWLING.
 CT0043
 CT0043                          STATION RECOVERY (1956)
 CT0043
 CT0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CT0043'IN MINGUS.
 CT0043'AT MINGUS, 30 FEET EAST OF THE EAST SIDE OF THE TEXAS AND PACIFIC
 CT0043'RAILROAD STATION, 24.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 CT0043'29.8 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 260 FEET EAST OF
 CT0043'THE CENTER OF THE CROSSING OF STATE HIGHWAY 108, 1.6 FEET WEST OF A
 CT0043'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 CT0043'FOOT ABOVE THE GROUND.
 CT0043
 CT0043                          STATION RECOVERY (1983)
 CT0043
 CT0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0043'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.0 KM
 CT0043'(17.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0043'FARM ROAD 2461 IN RANGER, THENCE 4.4 KM (2.75 MI) NORTHERLY ALONG
 CT0043'STATE HIGHWAY 108.
 CT0043
 CT0043                          STATION RECOVERY (1994)
 CT0043
 CT0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CT0043'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) EAST OF RANGER, IN THE
 CT0043'TOWN OF MINGUS, ON THE NORTH SIDE OF AN OPEN GRASSY AREA, ABOUT 150 M
 CT0043'(492.1 FT) NORTHWEST OF THE POST OFFICE.  --OWNERSHIP-- UNION PACIFIC
 CT0043'RAILROAD, P.O.  BOX 9857, FORT WORTH, TX 76107, PHONE 817-878-4540. TO
 CT0043'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE
 CT0043'HIGHWAY 108, EXIT 367, GO NORTH ON HIGHWAY 108 FOR 4.0 KM (2.50 MI) TO
 CT0043'A T-JUNCTION, STATE HIGHWAY 193 TO THE RIGHT, AND HIGHWAY 108 TO THE
 CT0043'LEFT.  TURN LEFT AND GO WEST FOR ABOUT 100 M (328.1 FT) TO THE
 CT0043'SOUTHEAST END OF A GUARD RAIL ON THE RIGHT.  BEAR RIGHT AND GO BEHIND
 CT0043'THE GUARD RAIL FOR ABOUT 15 M (49.2 FT) TO THE RAILROAD TRACKS.  TURN
 CT0043'RIGHT AND GO EAST FOR ABOUT 70 M (229.7 FT) TO THE STATION ON THE
 CT0043'RIGHT.  THE STATION IS A STANDARD DISK SET INTO THE TOP OF A CONCRETE
 CT0043'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 79.2 M (259.8 FT) EAST
 CT0043'OF THE CENTER OF THE RAILROAD CROSSING, 28.9 M (94.8 FT)
 CT0043'SOUTH-SOUTHWEST OF A UTILITY POLE AND PHONE PEDESTAL ACROSS THE
 CT0043'TRACKS, 13.4 M (44.0 FT) WESTOF AN OVERHEAD UTILITY LINE, 7.3 M (24.0
 CT0043'FT) SOUTH OF THE SOUTH RAIL, 0.4 M (1.3 FT) LOWER THAN THE TRACK, AND
 CT0043'0.4 M (1.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 CT0043
 CT0043                          STATION RECOVERY (1998)
 CT0043
 CT0043'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0043'RECOVERED IN GOOD CONDITION.
 CT0043
 CT0043                          STATION RECOVERY (2002)
 CT0043
 CT0043'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CT0043'RECOVERED IN GOOD CONDITION.
 CT0043
 CT0043                          STATION RECOVERY (2004)
 CT0043
 CT0043'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0181 ***********************************************************************
 CB0181  DESIGNATION -  M 110
 CB0181  PID         -  CB0181
 CB0181  STATE/COUNTY-  TX/TOM GREEN
 CB0181  USGS QUAD   -  TANKERSLEY (1984)
 CB0181
 CB0181                         *CURRENT SURVEY CONTROL
 CB0181  ___________________________________________________________________
 CB0181* NAD 83(1986)-  31 21 01.     (N)    100 37 59.     (W)     SCALED    
 CB0181* NAVD 88     -       614.526  (meters)    2016.16   (feet)  ADJUSTED  
 CB0181  ___________________________________________________________________
 CB0181  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CB0181  DYNAMIC HT  -         613.682 (meters)    2013.39  (feet)  COMP
 CB0181  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 CB0181
 CB0181  VERT ORDER  -  SECOND    CLASS 0
 CB0181
 CB0181.The horizontal coordinates were scaled from a topographic map and have
 CB0181.an estimated accuracy of +/- 6 seconds.
 CB0181
 CB0181.The orthometric height was determined by differential leveling
 CB0181.and adjusted by the National Geodetic Survey in June 1991..
 CB0181
 CB0181.The geoid height was determined by GEOID03.
 CB0181
 CB0181.The dynamic height is computed by dividing the NAVD 88
 CB0181.geopotential number by the normal gravity value computed on the
 CB0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0181.degrees latitude (g = 980.6199 gals.).
 CB0181
 CB0181.The modeled gravity was interpolated from observed gravity values.
 CB0181
 CB0181;                    North         East    Units  Estimated Accuracy
 CB0181;SPC TX C     - 3,186,680.      671,480.      MT  (+/- 180 meters Scaled)
 CB0181
 CB0181                          SUPERSEDED SURVEY CONTROL
 CB0181
 CB0181  NGVD 29 (??/??/92)  614.361  (m)         2015.62   (f) ADJ UNCH    2 0
 CB0181
 CB0181.Superseded values are not recommended for survey control.
 CB0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0181.See file dsdata.txt to determine how the superseded data were derived.
 CB0181
 CB0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV446695(NAD 83)
 CB0181_MARKER: DD = SURVEY DISK
 CB0181_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 CB0181_SP_SET: ROCK
 CB0181_STAMPING: M-110-23
 CB0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0181
 CB0181  HISTORY     - Date     Condition        Report By
 CB0181  HISTORY     - UNK      MONUMENTED       USGS
 CB0181  HISTORY     - 1934     GOOD             NGS
 CB0181  HISTORY     - 1940     GOOD             NGS
 CB0181
 CB0181                          STATION DESCRIPTION
 CB0181
 CB0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0181'0.5 MI E FROM TANKERSLY.
 CB0181'0.5 MILE E OF AND ALONG THE PANHANDLE AND S.F.R.R. 100 FT. E OF W END
 CB0181'OF CUT.  12 FT. N OF TRACK AND ABOUT 4 FT. ABOVE GRADE OF RAILS.
 CB0181
 CB0181                          STATION RECOVERY (1940)
 CB0181
 CB0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0202 ***********************************************************************
 CB0202  DESIGNATION -  M 110 USGS RESET 1939
 CB0202  PID         -  CB0202
 CB0202  STATE/COUNTY-  TX/TOM GREEN
 CB0202  USGS QUAD   -  MOUNT NEBO (1978)
 CB0202
 CB0202                         *CURRENT SURVEY CONTROL
 CB0202  ___________________________________________________________________
 CB0202* NAD 83(1986)-  31 32 15.     (N)    100 32 18.     (W)     SCALED    
 CB0202* NAVD 88     -       586.92   (meters)    1925.6    (feet)  RESET     
 CB0202  ___________________________________________________________________
 CB0202  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CB0202
 CB0202  VERT ORDER  -  THIRD
 CB0202
 CB0202.The horizontal coordinates were scaled from a topographic map and have
 CB0202.an estimated accuracy of +/- 6 seconds.
 CB0202
 CB0202.The orthometric height was computed from unverified reset data.
 CB0202
 CB0202.The geoid height was determined by GEOID03.
 CB0202
 CB0202;                    North         East    Units  Estimated Accuracy
 CB0202;SPC TX C     - 3,207,410.      680,530.      MT  (+/- 180 meters Scaled)
 CB0202
 CB0202                          SUPERSEDED SURVEY CONTROL
 CB0202
 CB0202.No superseded survey control is available for this station.
 CB0202
 CB0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV539901(NAD 83)
 CB0202_MARKER: DB = BENCH MARK DISK
 CB0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0202_STAMPING: M 110 RESET 1939
 CB0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0202+STABILITY: SURFACE MOTION
 CB0202
 CB0202  HISTORY     - Date     Condition        Report By
 CB0202  HISTORY     - 1939     MONUMENTED       TXHD
 CB0202  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0202
 CB0202                          STATION DESCRIPTION
 CB0202
 CB0202'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1939
 CB0202'8.3 MI NW FROM SAN ANGELO.
 CB0202'8.3 MILES NORTHWEST ALONG THE GULF, COLORADO SANTA FE RAILWAY FROM SAN
 CB0202'ANGELO, TOM GREEN COUNTY, 750 FEET NORTHWEST OF MILEPOST 80, 350 FEET
 CB0202'NORTHWEST OF A CULVERT, ON U. S. HIGHWAY 87, 59 FEET NORTHEAST OF THE
 CB0202'CENTER LINE OF THE HIGHWAY, AND 1 FOOT INSIDE THE FENCE LINE. A
 CB0202'STANDARD DISK, STAMPED M 110 RESET 1939 AND SET IN THE TOP OF A
 CB0202'CONCRETE POST.
 CB0202
 CB0202                          STATION RECOVERY (1981)
 CB0202
 CB0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1228 ***********************************************************************
 AY1228  DESIGNATION -  M 1100
 AY1228  PID         -  AY1228
 AY1228  STATE/COUNTY-  TX/MEDINA
 AY1228  USGS QUAD   -  SABINAL NE (1969)
 AY1228
 AY1228                         *CURRENT SURVEY CONTROL
 AY1228  ___________________________________________________________________
 AY1228* NAD 83(1986)-  29 22 50.     (N)    099 20 48.     (W)     SCALED    
 AY1228* NAVD 88     -       331.702  (meters)    1088.26   (feet)  POSTED    
 AY1228  ___________________________________________________________________
 AY1228  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AY1228  DYNAMIC HT  -         331.220 (meters)    1086.68  (feet)  COMP
 AY1228  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 AY1228
 AY1228  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1228
 AY1228.The horizontal coordinates were scaled from a topographic map and have
 AY1228.an estimated accuracy of +/- 6 seconds.
 AY1228
 AY1228.The orthometric height was determined by differential leveling
 AY1228.and adjusted by the National Geodetic Survey in 1992..
 AY1228.No vertical observational check was made to the station.
 AY1228.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1228.was located on a no-check spur therefore a value was not computed.
 AY1228
 AY1228.The geoid height was determined by GEOID03.
 AY1228
 AY1228.The dynamic height is computed by dividing the NAVD 88
 AY1228.geopotential number by the normal gravity value computed on the
 AY1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1228.degrees latitude (g = 980.6199 gals.).
 AY1228
 AY1228.The modeled gravity was interpolated from observed gravity values.
 AY1228
 AY1228;                    North         East    Units  Estimated Accuracy
 AY1228;SPC TXSC     - 4,171,520.      566,350.      MT  (+/- 180 meters Scaled)
 AY1228
 AY1228                          SUPERSEDED SURVEY CONTROL
 AY1228
 AY1228  NGVD 29 (??/??/92)  331.573  (m)         1087.84   (f) ADJ UNCH    1 2
 AY1228
 AY1228.Superseded values are not recommended for survey control.
 AY1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1228.See file dsdata.txt to determine how the superseded data were derived.
 AY1228
 AY1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT663501(NAD 83)
 AY1228_MARKER: DB = BENCH MARK DISK
 AY1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1228_STAMPING: M 1100 1957
 AY1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1228+STABILITY: SURFACE MOTION
 AY1228
 AY1228  HISTORY     - Date     Condition        Report By
 AY1228  HISTORY     - 1957     MONUMENTED       CGS
 AY1228  HISTORY     - 1988     GOOD             USPSQD
 AY1228  HISTORY     - 19970506 POOR             USPSQD
 AY1228  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1228
 AY1228                          STATION DESCRIPTION
 AY1228
 AY1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1228'9.35 MI NE FROM SABINAL.
 AY1228'ABOUT 7.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1228'STATION AT SABINAL, THENCE 1.75 MILES NORTH ALONG A ROAD TO GLASS COCK
 AY1228'AUXILIARY AIRFIELD, 69 FEET EAST OF THE CENTER LINE OF THE ROAD, 42
 AY1228'FEET NORTH OF THE CENTER LINE OF THE ENTRANCE ROAD TO THE AIRFIELD, 47
 AY1228'FEET EAST OF A FENCE, 3 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WHITE
 AY1228'WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 AY1228'INCHES.
 AY1228
 AY1228                          STATION RECOVERY (1988)
 AY1228
 AY1228'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1228'RECOVERED IN GOOD CONDITION.
 AY1228
 AY1228                          STATION RECOVERY (1997)
 AY1228
 AY1228'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1228'MARK RECOVERED IN POOR CONDITION.
 AY1228
 AY1228                          STATION RECOVERY (2001)
 AY1228
 AY1228'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1228'INACCESSABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0472 ***********************************************************************
 CC0472  DESIGNATION -  M 1101
 CC0472  PID         -  CC0472
 CC0472  STATE/COUNTY-  TX/REEVES
 CC0472  USGS QUAD   -  ORLA (1968)
 CC0472
 CC0472                         *CURRENT SURVEY CONTROL
 CC0472  ___________________________________________________________________
 CC0472* NAD 83(1986)-  31 51 31.     (N)    103 55 57.     (W)     SCALED    
 CC0472* NAVD 88     -       867.498  (meters)    2846.12   (feet)  ADJUSTED  
 CC0472  ___________________________________________________________________
 CC0472  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CC0472  DYNAMIC HT  -         866.213 (meters)    2841.90  (feet)  COMP
 CC0472  MODELED GRAV-     979,130.2   (mgal)                       NAVD 88
 CC0472
 CC0472  VERT ORDER  -  FIRST     CLASS II
 CC0472
 CC0472.The horizontal coordinates were scaled from a topographic map and have
 CC0472.an estimated accuracy of +/- 6 seconds.
 CC0472
 CC0472.The orthometric height was determined by differential leveling
 CC0472.and adjusted by the National Geodetic Survey in June 1991..
 CC0472
 CC0472.The geoid height was determined by GEOID03.
 CC0472
 CC0472.The dynamic height is computed by dividing the NAVD 88
 CC0472.geopotential number by the normal gravity value computed on the
 CC0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0472.degrees latitude (g = 980.6199 gals.).
 CC0472
 CC0472.The modeled gravity was interpolated from observed gravity values.
 CC0472
 CC0472;                    North         East    Units  Estimated Accuracy
 CC0472;SPC TX C     - 3,248,510.      359,440.      MT  (+/- 180 meters Scaled)
 CC0472
 CC0472                          SUPERSEDED SURVEY CONTROL
 CC0472
 CC0472  NGVD 29 (??/??/92)  867.046  (m)         2844.63   (f) ADJ UNCH    1 2
 CC0472
 CC0472.Superseded values are not recommended for survey control.
 CC0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0472.See file dsdata.txt to determine how the superseded data were derived.
 CC0472
 CC0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR009252(NAD 83)
 CC0472_MARKER: DB = BENCH MARK DISK
 CC0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0472_STAMPING: M 1101 1957
 CC0472_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0472+STABILITY: SURFACE MOTION
 CC0472
 CC0472  HISTORY     - Date     Condition        Report By
 CC0472  HISTORY     - 1957     MONUMENTED       CGS
 CC0472  HISTORY     - 1981     GOOD             NGS
 CC0472
 CC0472                          STATION DESCRIPTION
 CC0472
 CC0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0472'2.8 MI NW FROM ORLA.
 CC0472'ABOUT 2.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0472'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 140 FEET NORTHEAST AND
 CC0472'ACROSS THE TRACK FROM MILEPOST 228, 105 FEET NORTHEAST OF THE
 CC0472'NORTHEAST RAIL, 188 FEET EAST OF THE CENTER OF A ROAD CROSSING, 210
 CC0472'FEET SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD LEADING NORTHEAST TO
 CC0472'THE RED BLUFF DAM, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 CC0472'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 CC0472'CONCRETE POST PROJECTING 6 INCHES.
 CC0472
 CC0472                          STATION RECOVERY (1981)
 CC0472
 CC0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0472'4.3 KM (2.7 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0472'WITH FARM ROAD 652 IN ORLA, AT A PAVED ROAD LEADING NORTHEAST TO
 CC0472'RED BLUFF DAM, AT THE ATCHISON, TOPEKA AND SANTA FE RAILROAD MILE
 CC0472'POST 228, 76.2 METERS (250.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 CC0472'HIGHWAY, 64.0 METERS (210.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 CC0472'57.3 METERS (188.0 FT) EAST OF THE CENTER OF THE CROSSING OF THE
 CC0472'ROAD AND RAILROAD, AND 32.0 METERS (105.0 FT) NORTHEAST OF THE NEAR
 CC0472'RAIL.
 CC0472'THE MARK IS 0.9 METERS  NW FROM  A WOODEN WITNESS POST
 CC0472'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0300 ***********************************************************************
 BP0300  DESIGNATION -  M 1102
 BP0300  PID         -  BP0300
 BP0300  STATE/COUNTY-  TX/BREWSTER
 BP0300  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0300
 BP0300                         *CURRENT SURVEY CONTROL
 BP0300  ___________________________________________________________________
 BP0300* NAD 83(1986)-  30 12 14.     (N)    103 06 46.     (W)     SCALED    
 BP0300* NAVD 88     -      1243.174  (meters)    4078.65   (feet)  ADJUSTED  
 BP0300  ___________________________________________________________________
 BP0300  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BP0300  DYNAMIC HT  -        1241.148 (meters)    4072.00  (feet)  COMP
 BP0300  MODELED GRAV-     978,968.9   (mgal)                       NAVD 88
 BP0300
 BP0300  VERT ORDER  -  FIRST     CLASS II
 BP0300
 BP0300.The horizontal coordinates were scaled from a topographic map and have
 BP0300.an estimated accuracy of +/- 6 seconds.
 BP0300
 BP0300.The orthometric height was determined by differential leveling
 BP0300.and adjusted by the National Geodetic Survey in June 1991..
 BP0300
 BP0300.The geoid height was determined by GEOID03.
 BP0300
 BP0300.The dynamic height is computed by dividing the NAVD 88
 BP0300.geopotential number by the normal gravity value computed on the
 BP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0300.degrees latitude (g = 980.6199 gals.).
 BP0300
 BP0300.The modeled gravity was interpolated from observed gravity values.
 BP0300
 BP0300;                    North         East    Units  Estimated Accuracy
 BP0300;SPC TXSC     - 4,269,690.      204,080.      MT  (+/- 180 meters Scaled)
 BP0300
 BP0300                          SUPERSEDED SURVEY CONTROL
 BP0300
 BP0300  NGVD 29 (??/??/92) 1242.782  (m)         4077.36   (f) ADJ UNCH    1 2
 BP0300
 BP0300.Superseded values are not recommended for survey control.
 BP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0300.See file dsdata.txt to determine how the superseded data were derived.
 BP0300
 BP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP816428(NAD 83)
 BP0300_MARKER: DB = BENCH MARK DISK
 BP0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0300_STAMPING: M 1102 1957
 BP0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0300+STABILITY: SURFACE MOTION
 BP0300
 BP0300  HISTORY     - Date     Condition        Report By
 BP0300  HISTORY     - 1957     MONUMENTED       CGS
 BP0300
 BP0300                          STATION DESCRIPTION
 BP0300
 BP0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0300'8.0 MI E FROM MARATHON.
 BP0300'ABOUT 8.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0300'STATION AT MARATHON, 29 FEET SOUTH OF MILEPOST 568, 71 FEET SOUTH OF
 BP0300'THE SOUTH RAIL OF THE MAIN TRACK, 22 FEET SOUTH OF THE SOUTH RIGHT OF
 BP0300'WAY FENCE, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 BP0300'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0300'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0370 ***********************************************************************
 BP0370  DESIGNATION -  M 1103
 BP0370  PID         -  BP0370
 BP0370  STATE/COUNTY-  TX/BREWSTER
 BP0370  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0370
 BP0370                         *CURRENT SURVEY CONTROL
 BP0370  ___________________________________________________________________
 BP0370* NAD 83(1986)-  30 23 07.     (N)    103 34 17.     (W)     SCALED    
 BP0370* NAVD 88     -      1357.122  (meters)    4452.49   (feet)  ADJUSTED  
 BP0370  ___________________________________________________________________
 BP0370  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0370  DYNAMIC HT  -        1354.915 (meters)    4445.25  (feet)  COMP
 BP0370  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 BP0370
 BP0370  VERT ORDER  -  FIRST     CLASS II
 BP0370
 BP0370.The horizontal coordinates were scaled from a topographic map and have
 BP0370.an estimated accuracy of +/- 6 seconds.
 BP0370
 BP0370.The orthometric height was determined by differential leveling
 BP0370.and adjusted by the National Geodetic Survey in June 1991..
 BP0370
 BP0370.The geoid height was determined by GEOID03.
 BP0370
 BP0370.The dynamic height is computed by dividing the NAVD 88
 BP0370.geopotential number by the normal gravity value computed on the
 BP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0370.degrees latitude (g = 980.6199 gals.).
 BP0370
 BP0370.The modeled gravity was interpolated from observed gravity values.
 BP0370
 BP0370;                    North         East    Units  Estimated Accuracy
 BP0370;SPC TXSC     - 4,291,420.      160,740.      MT  (+/- 180 meters Scaled)
 BP0370
 BP0370                          SUPERSEDED SURVEY CONTROL
 BP0370
 BP0370  NGVD 29 (??/??/92) 1356.663  (m)         4450.99   (f) ADJ UNCH    1 2
 BP0370
 BP0370.Superseded values are not recommended for survey control.
 BP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0370.See file dsdata.txt to determine how the superseded data were derived.
 BP0370
 BP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP372623(NAD 83)
 BP0370_MARKER: DB = BENCH MARK DISK
 BP0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0370_SP_SET: CULVERT
 BP0370_STAMPING: M 1103 1957
 BP0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0370
 BP0370  HISTORY     - Date     Condition        Report By
 BP0370  HISTORY     - 1957     MONUMENTED       CGS
 BP0370  HISTORY     - 1972     MARK NOT FOUND   USGS
 BP0370  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0370
 BP0370                          STATION DESCRIPTION
 BP0370
 BP0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0370'6.35 MI NE FROM ALPINE.
 BP0370'ABOUT 6.35 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS FROM THE
 BP0370'STATION AT ALPINE, 6 POLES EAST OF MILEPOST 601, IN THE TOP OF THE
 BP0370'SOUTHWEST CONCRETE WING WALL OF A U. S. HIGHWAY 90 BRIDGE, 78 FEET
 BP0370'NORTH OF THE NORTH RAIL, 21 FEET SOUTH OF THE CENTER LINE OF THE
 BP0370'HIGHWAY, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 BP0370
 BP0370                          STATION RECOVERY (1972)
 BP0370
 BP0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 BP0370'MARK NOT FOUND.
 BP0370
 BP0370                          STATION RECOVERY (1981)
 BP0370
 BP0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0370'THERE IS NOW A LARGE CONCRETE CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0102 ***********************************************************************
 BQ0102  DESIGNATION -  M 1104 RESET 1958
 BQ0102  PID         -  BQ0102
 BQ0102  STATE/COUNTY-  TX/PRESIDIO
 BQ0102  USGS QUAD   -  ARAGON (1983)
 BQ0102
 BQ0102                         *CURRENT SURVEY CONTROL
 BQ0102  ___________________________________________________________________
 BQ0102* NAD 83(1986)-  30 21 26.     (N)    104 10 45.     (W)     SCALED    
 BQ0102* NAVD 88     -      1490.049  (meters)    4888.60   (feet)  ADJUSTED  
 BQ0102  ___________________________________________________________________
 BQ0102  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BQ0102  DYNAMIC HT  -        1487.546 (meters)    4880.39  (feet)  COMP
 BQ0102  MODELED GRAV-     978,910.0   (mgal)                       NAVD 88
 BQ0102
 BQ0102  VERT ORDER  -  FIRST     CLASS II
 BQ0102
 BQ0102.The horizontal coordinates were scaled from a topographic map and have
 BQ0102.an estimated accuracy of +/- 6 seconds.
 BQ0102
 BQ0102.The orthometric height was determined by differential leveling
 BQ0102.and adjusted by the National Geodetic Survey in June 1991..
 BQ0102.WARNING-Repeat measurements at this control monument indicate possible
 BQ0102.vertical movement.
 BQ0102
 BQ0102.The geoid height was determined by GEOID03.
 BQ0102
 BQ0102.The dynamic height is computed by dividing the NAVD 88
 BQ0102.geopotential number by the normal gravity value computed on the
 BQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0102.degrees latitude (g = 980.6199 gals.).
 BQ0102
 BQ0102.The modeled gravity was interpolated from observed gravity values.
 BQ0102
 BQ0102;                    North         East    Units  Estimated Accuracy
 BQ0102;SPC TXSC     - 4,290,750.      102,230.      MT  (+/- 180 meters Scaled)
 BQ0102
 BQ0102                          SUPERSEDED SURVEY CONTROL
 BQ0102
 BQ0102.No superseded survey control is available for this station.
 BQ0102
 BQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP788586(NAD 83)
 BQ0102_MARKER: DB = BENCH MARK DISK
 BQ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0102_STAMPING: M 1104 RESET 1958
 BQ0102_MARK LOGO: CGS   
 BQ0102_PROJECTION: PROJECTING 5 CENTIMETERS
 BQ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0102+STABILITY: SURFACE MOTION
 BQ0102
 BQ0102  HISTORY     - Date     Condition        Report By
 BQ0102  HISTORY     - 1958     MONUMENTED       CGS
 BQ0102  HISTORY     - 1981     GOOD             NGS
 BQ0102  HISTORY     - 1989     GOOD             USPSQD
 BQ0102  HISTORY     - 19961009 GOOD             USPSQD
 BQ0102
 BQ0102                          STATION DESCRIPTION
 BQ0102
 BQ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0102'10.35 MI NW FROM MARFA.
 BQ0102'ABOUT 10.35 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0102'FROM THE STATION AT MARFA, 6 FEET WEST OF THE 3RD POLE WEST OF
 BQ0102'MILEPOST 643, 42 FEET SOUTH OF THE SOUTH RAIL, 76 FEET NORTH OF THE
 BQ0102'CENTER LINE OF THE HIGHWAY, 2 1/2 RAILS WEST OF A WOODEN BRIDGE, 78
 BQ0102'FEET SOUTHWEST OF A SEMAPHORE NUMBER 643.2, 2 FEET EAST OF A WHITE
 BQ0102'WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 BQ0102'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BQ0102
 BQ0102                          STATION RECOVERY (1981)
 BQ0102
 BQ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0102'16.7 KM (10.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0102'JUNCTION WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 3 POLES
 BQ0102'NORTHWEST OF RAILROAD MILE POST 643, 23.2 METERS (76.0 FT)
 BQ0102'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.6 METERS (15.0 FT)
 BQ0102'SOUTH-SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND
 BQ0102'1.8 METERS (6.0 FT) WEST-NORTHWEST OF A UTILITY POLE.  NOTE=THE MARK
 BQ0102'IS LEANING TO THE NORTHWEST BUT IS STILL SOLID IN THE GROUND.
 BQ0102'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 BQ0102'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0102
 BQ0102                          STATION RECOVERY (1989)
 BQ0102
 BQ0102'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0102'RECOVERED IN GOOD CONDITION.
 BQ0102
 BQ0102                          STATION RECOVERY (1996)
 BQ0102
 BQ0102'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0128 ***********************************************************************
 BP0128  DESIGNATION -  M 1105
 BP0128  PID         -  BP0128
 BP0128  STATE/COUNTY-  TX/BREWSTER
 BP0128  USGS QUAD   -  TESNUS SE (1968)
 BP0128
 BP0128                         *CURRENT SURVEY CONTROL
 BP0128  ___________________________________________________________________
 BP0128* NAD 83(1986)-  30 05 55.     (N)    102 45 36.     (W)     SCALED    
 BP0128* NAVD 88     -      1117.350  (meters)    3665.84   (feet)  ADJUSTED  
 BP0128  ___________________________________________________________________
 BP0128  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 BP0128  DYNAMIC HT  -        1115.564 (meters)    3659.98  (feet)  COMP
 BP0128  MODELED GRAV-     979,005.6   (mgal)                       NAVD 88
 BP0128
 BP0128  VERT ORDER  -  FIRST     CLASS II
 BP0128
 BP0128.The horizontal coordinates were scaled from a topographic map and have
 BP0128.an estimated accuracy of +/- 6 seconds.
 BP0128
 BP0128.The orthometric height was determined by differential leveling
 BP0128.and adjusted by the National Geodetic Survey in June 1991..
 BP0128
 BP0128.The geoid height was determined by GEOID03.
 BP0128
 BP0128.The dynamic height is computed by dividing the NAVD 88
 BP0128.geopotential number by the normal gravity value computed on the
 BP0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0128.degrees latitude (g = 980.6199 gals.).
 BP0128
 BP0128.The modeled gravity was interpolated from observed gravity values.
 BP0128
 BP0128;                    North         East    Units  Estimated Accuracy
 BP0128;SPC TXSC     - 4,256,890.      237,650.      MT  (+/- 180 meters Scaled)
 BP0128
 BP0128                          SUPERSEDED SURVEY CONTROL
 BP0128
 BP0128  NGVD 29 (??/??/92) 1117.025  (m)         3664.77   (f) ADJ UNCH    1 2
 BP0128
 BP0128.Superseded values are not recommended for survey control.
 BP0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0128.See file dsdata.txt to determine how the superseded data were derived.
 BP0128
 BP0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP158318(NAD 83)
 BP0128_MARKER: DB = BENCH MARK DISK
 BP0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0128_STAMPING: M 1105 1957
 BP0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0128+STABILITY: SURFACE MOTION
 BP0128
 BP0128  HISTORY     - Date     Condition        Report By
 BP0128  HISTORY     - 1957     MONUMENTED       CGS
 BP0128  HISTORY     - 20010331 GOOD             NGS
 BP0128
 BP0128                          STATION DESCRIPTION
 BP0128
 BP0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0128'8.85 MI SW FROM LONGFELLOW.
 BP0128'ABOUT 8.85 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0128'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 65 FEET EAST OF
 BP0128'MILEPOST 541, 94 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 BP0128'TRACK, ABOUT 0.1 MILE NORTHEAST OF THE SOUTHWEST END OF THE ROSENFELD
 BP0128'SIDING, 29 FEET NORTHEAST OF A POLE WITH A TRANSFORMER, 2 FEET
 BP0128'NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 BP0128'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0128'CONCRETE POST PROJECTING 6 INCHES.
 BP0128
 BP0128                          STATION RECOVERY (2001)
 BP0128
 BP0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0052 ***********************************************************************
 BP0052  DESIGNATION -  M 1106
 BP0052  PID         -  BP0052
 BP0052  STATE/COUNTY-  TX/TERRELL
 BP0052  USGS QUAD   -  SANDERSON SE (1969)
 BP0052
 BP0052                         *CURRENT SURVEY CONTROL
 BP0052  ___________________________________________________________________
 BP0052* NAD 83(1986)-  30 05 30.     (N)    102 21 28.     (W)     SCALED    
 BP0052* NAVD 88     -       789.725  (meters)    2590.96   (feet)  ADJUSTED  
 BP0052  ___________________________________________________________________
 BP0052  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 BP0052  DYNAMIC HT  -         788.519 (meters)    2587.00  (feet)  COMP
 BP0052  MODELED GRAV-     979,088.7   (mgal)                       NAVD 88
 BP0052
 BP0052  VERT ORDER  -  FIRST     CLASS II
 BP0052
 BP0052.The horizontal coordinates were scaled from a topographic map and have
 BP0052.an estimated accuracy of +/- 6 seconds.
 BP0052
 BP0052.The orthometric height was determined by differential leveling
 BP0052.and adjusted by the National Geodetic Survey in June 1991..
 BP0052
 BP0052.The geoid height was determined by GEOID03.
 BP0052
 BP0052.The dynamic height is computed by dividing the NAVD 88
 BP0052.geopotential number by the normal gravity value computed on the
 BP0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0052.degrees latitude (g = 980.6199 gals.).
 BP0052
 BP0052.The modeled gravity was interpolated from observed gravity values.
 BP0052
 BP0052;                    North         East    Units  Estimated Accuracy
 BP0052;SPC TXSC     - 4,254,940.      276,380.      MT  (+/- 180 meters Scaled)
 BP0052
 BP0052                          SUPERSEDED SURVEY CONTROL
 BP0052
 BP0052  NGVD 29 (??/??/92)  789.481  (m)         2590.16   (f) ADJ UNCH    1 2
 BP0052
 BP0052.Superseded values are not recommended for survey control.
 BP0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0052.See file dsdata.txt to determine how the superseded data were derived.
 BP0052
 BP0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP546318(NAD 83)
 BP0052_MARKER: DB = BENCH MARK DISK
 BP0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0052_SP_SET: SEMAPHORE BASE
 BP0052_STAMPING: M 1106 1957
 BP0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0052
 BP0052  HISTORY     - Date     Condition        Report By
 BP0052  HISTORY     - 1957     MONUMENTED       CGS
 BP0052
 BP0052                          STATION DESCRIPTION
 BP0052
 BP0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0052'4.9 MI SE FROM SANDERSON.
 BP0052'ABOUT 4.9 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0052'FROM THE STATION AT SANDERSON, 75 FEET SOUTH-SOUTHWEST OF MILEPOST
 BP0052'502, IN THE TOP AND CENTER OF AN ABANDONED SEMAPHORE BASE, 75 FEET
 BP0052'WEST OF THE WEST RAIL, 25 FEET EAST OF A FENCE, 8 FEET WEST OF THE
 BP0052'CENTER LINE OF THE OLD RAILROAD GRADE, 1 FOOT ABOVE THE GROUND, AND
 BP0052'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0088 ***********************************************************************
 BP0088  DESIGNATION -  M 1107
 BP0088  PID         -  BP0088
 BP0088  STATE/COUNTY-  TX/TERRELL
 BP0088  USGS QUAD   -  DRYDEN (1968)
 BP0088
 BP0088                         *CURRENT SURVEY CONTROL
 BP0088  ___________________________________________________________________
 BP0088* NAD 83(1986)-  30 02 05.     (N)    102 00 35.     (W)     SCALED    
 BP0088* NAVD 88     -       577.968  (meters)    1896.22   (feet)  ADJUSTED  
 BP0088  ___________________________________________________________________
 BP0088  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BP0088  DYNAMIC HT  -         577.102 (meters)    1893.38  (feet)  COMP
 BP0088  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 BP0088
 BP0088  VERT ORDER  -  FIRST     CLASS II
 BP0088
 BP0088.The horizontal coordinates were scaled from a topographic map and have
 BP0088.an estimated accuracy of +/- 6 seconds.
 BP0088
 BP0088.The orthometric height was determined by differential leveling
 BP0088.and adjusted by the National Geodetic Survey in June 1991..
 BP0088
 BP0088.The geoid height was determined by GEOID03.
 BP0088
 BP0088.The dynamic height is computed by dividing the NAVD 88
 BP0088.geopotential number by the normal gravity value computed on the
 BP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0088.degrees latitude (g = 980.6199 gals.).
 BP0088
 BP0088.The modeled gravity was interpolated from observed gravity values.
 BP0088
 BP0088;                    North         East    Units  Estimated Accuracy
 BP0088;SPC TXSC     - 4,247,710.      309,750.      MT  (+/- 180 meters Scaled)
 BP0088
 BP0088                          SUPERSEDED SURVEY CONTROL
 BP0088
 BP0088  NGVD 29 (??/??/92)  577.787  (m)         1895.62   (f) ADJ UNCH    1 2
 BP0088
 BP0088.Superseded values are not recommended for survey control.
 BP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0088.See file dsdata.txt to determine how the superseded data were derived.
 BP0088
 BP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP883264(NAD 83)
 BP0088_MARKER: DB = BENCH MARK DISK
 BP0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0088_STAMPING: M 1107 1957
 BP0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0088+STABILITY: SURFACE MOTION
 BP0088
 BP0088  HISTORY     - Date     Condition        Report By
 BP0088  HISTORY     - 1957     MONUMENTED       CGS
 BP0088  HISTORY     - 1958     GOOD             NGS
 BP0088
 BP0088                          STATION DESCRIPTION
 BP0088
 BP0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0088'7.15 MI SE FROM DRYDEN.
 BP0088'ABOUT 7.15 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0088'FROM THE STATION AT DRYDEN, 100 FEET SOUTHEAST OF MILEPOST 478, 31
 BP0088'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET SOUTHWEST OF A FENCE, 2
 BP0088'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BP0088'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0218 ***********************************************************************
 BQ0218  DESIGNATION -  M 1108
 BQ0218  PID         -  BQ0218
 BQ0218  STATE/COUNTY-  TX/HUDSPETH
 BQ0218  USGS QUAD   -  BASS CANYON (1972)
 BQ0218
 BQ0218                         *CURRENT SURVEY CONTROL
 BQ0218  ___________________________________________________________________
 BQ0218* NAD 83(1986)-  30 58 23.     (N)    104 58 16.     (W)     SCALED    
 BQ0218* NAVD 88     -      1283.331  (meters)    4210.40   (feet)  ADJUSTED  
 BQ0218  ___________________________________________________________________
 BQ0218  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BQ0218  DYNAMIC HT  -        1281.275 (meters)    4203.65  (feet)  COMP
 BQ0218  MODELED GRAV-     978,994.6   (mgal)                       NAVD 88
 BQ0218
 BQ0218  VERT ORDER  -  FIRST     CLASS II
 BQ0218
 BQ0218.The horizontal coordinates were scaled from a topographic map and have
 BQ0218.an estimated accuracy of +/- 6 seconds.
 BQ0218
 BQ0218.The orthometric height was determined by differential leveling
 BQ0218.and adjusted by the National Geodetic Survey in June 1991..
 BQ0218
 BQ0218.The geoid height was determined by GEOID03.
 BQ0218
 BQ0218.The dynamic height is computed by dividing the NAVD 88
 BQ0218.geopotential number by the normal gravity value computed on the
 BQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0218.degrees latitude (g = 980.6199 gals.).
 BQ0218
 BQ0218.The modeled gravity was interpolated from observed gravity values.
 BQ0218
 BQ0218;                    North         East    Units  Estimated Accuracy
 BQ0218;SPC TX C     - 3,154,050.      257,130.      MT  (+/- 180 meters Scaled)
 BQ0218
 BQ0218                          SUPERSEDED SURVEY CONTROL
 BQ0218
 BQ0218  NGVD 29 (??/??/92) 1282.776  (m)         4208.57   (f) ADJ UNCH    1 2
 BQ0218
 BQ0218.Superseded values are not recommended for survey control.
 BQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0218.See file dsdata.txt to determine how the superseded data were derived.
 BQ0218
 BQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ027266(NAD 83)
 BQ0218_MARKER: DB = BENCH MARK DISK
 BQ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0218_STAMPING: M 1108 1957
 BQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0218+STABILITY: SURFACE MOTION
 BQ0218
 BQ0218  HISTORY     - Date     Condition        Report By
 BQ0218  HISTORY     - 1957     MONUMENTED       CGS
 BQ0218
 BQ0218                          STATION DESCRIPTION
 BQ0218
 BQ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0218'3.7 MI SE FROM HOT WELLS.
 BQ0218'ABOUT 3.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0218'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 8 FEET SOUTH OF MILEPOST
 BQ0218'710, 49 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 21 FEET NORTHEAST OF THE
 BQ0218'CENTER LINE OF A ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE, 2 1/2 FEET
 BQ0218'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 BQ0218'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0088 ***********************************************************************
 BQ0088  DESIGNATION -  M 1109
 BQ0088  PID         -  BQ0088
 BQ0088  STATE/COUNTY-  TX/PRESIDIO
 BQ0088  USGS QUAD   -  RYAN (1983)
 BQ0088
 BQ0088                         *CURRENT SURVEY CONTROL
 BQ0088  ___________________________________________________________________
 BQ0088* NAD 83(1986)-  30 25 49.     (N)    104 18 00.     (W)     SCALED    
 BQ0088* NAVD 88     -      1448.781  (meters)    4753.21   (feet)  ADJUSTED  
 BQ0088  ___________________________________________________________________
 BQ0088  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BQ0088  DYNAMIC HT  -        1446.357 (meters)    4745.26  (feet)  COMP
 BQ0088  MODELED GRAV-     978,917.2   (mgal)                       NAVD 88
 BQ0088
 BQ0088  VERT ORDER  -  FIRST     CLASS II
 BQ0088
 BQ0088.The horizontal coordinates were scaled from a topographic map and have
 BQ0088.an estimated accuracy of +/- 6 seconds.
 BQ0088
 BQ0088.The orthometric height was determined by differential leveling
 BQ0088.and adjusted by the National Geodetic Survey in June 1991..
 BQ0088.WARNING-Repeat measurements at this control monument indicate possible
 BQ0088.vertical movement.
 BQ0088
 BQ0088.The geoid height was determined by GEOID03.
 BQ0088
 BQ0088.The dynamic height is computed by dividing the NAVD 88
 BQ0088.geopotential number by the normal gravity value computed on the
 BQ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0088.degrees latitude (g = 980.6199 gals.).
 BQ0088
 BQ0088.The modeled gravity was interpolated from observed gravity values.
 BQ0088
 BQ0088;                    North         East    Units  Estimated Accuracy
 BQ0088;SPC TXSC     - 4,299,360.       90,990.      MT  (+/- 180 meters Scaled)
 BQ0088
 BQ0088                          SUPERSEDED SURVEY CONTROL
 BQ0088
 BQ0088  NGVD 29 (??/??/92) 1448.159  (m)         4751.17   (f) ADJ UNCH    1 2
 BQ0088
 BQ0088.Superseded values are not recommended for survey control.
 BQ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0088.See file dsdata.txt to determine how the superseded data were derived.
 BQ0088
 BQ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP672666(NAD 83)
 BQ0088_MARKER: DB = BENCH MARK DISK
 BQ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0088_STAMPING: M 1109 1957
 BQ0088_MARK LOGO: CGS   
 BQ0088_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0088+STABILITY: SURFACE MOTION
 BQ0088
 BQ0088  HISTORY     - Date     Condition        Report By
 BQ0088  HISTORY     - 1957     MONUMENTED       CGS
 BQ0088  HISTORY     - 1981     GOOD             NGS
 BQ0088  HISTORY     - 1990     GOOD             USPSQD
 BQ0088  HISTORY     - 19961009 GOOD             USPSQD
 BQ0088
 BQ0088                          STATION DESCRIPTION
 BQ0088
 BQ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0088'15.8 MI SE FROM VALENTINE.
 BQ0088'ABOUT 15.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0088'FROM THE STATION AT VALENTINE, 147 FEET WEST OF MILEPOST 652,    FEET
 BQ0088'SOUTHEAST OF THE SOUT 103 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 BQ0088'MAIN TRACK, 8 1/2 RAILS SOUTHEAST OF A TRESTLE, 100 YARDS NORTHWEST OF
 BQ0088'A STOCK PEN AT RYAN SIDING, 4 FEET SOUTHWEST OF A POWER POLE, 3 FEET
 BQ0088'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 BQ0088'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BQ0088
 BQ0088                          STATION RECOVERY (1981)
 BQ0088
 BQ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0088'26.1 KM (16.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0088'IN VALENTINE, AT RYAN SIDING, 100.6 METERS (330.0 FT) NORTHEAST OF THE
 BQ0088'CENTERLINE OF THE HIGHWAY, 91.4 METERS (300.0 FT) NORTHWEST OF A
 BQ0088'RAILROAD CATTLE PEN, 44.8 METERS (147.0 FT) WEST OF RAILROAD MILE POST
 BQ0088'652, 26.8 METERS (88.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 BQ0088'PACIFIC RAILROAD, 1.2 METERS (4.0 FT) SOUTHWEST OF A UTILITY POLE WITH
 BQ0088'A GUY WIRE, AND 0.9 METER (3.0 FT) NORTHWEST OF A 4X4 INCH WOODEN
 BQ0088'WITNESS POST.
 BQ0088'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0088'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0088
 BQ0088                          STATION RECOVERY (1990)
 BQ0088
 BQ0088'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0088'RECOVERED IN GOOD CONDITION.
 BQ0088
 BQ0088                          STATION RECOVERY (1996)
 BQ0088
 BQ0088'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0303 ***********************************************************************
 CB0303  DESIGNATION -  M 111
 CB0303  PID         -  CB0303
 CB0303  STATE/COUNTY-  TX/STERLING
 CB0303  USGS QUAD   -  SAND BLUFF DRAW (1978)
 CB0303
 CB0303                         *CURRENT SURVEY CONTROL
 CB0303  ___________________________________________________________________
 CB0303* NAD 83(1986)-  31 57 05.     (N)    101 11 02.     (W)     SCALED    
 CB0303* NAVD 88     -       751.530  (meters)    2465.64   (feet)  ADJUSTED  
 CB0303  ___________________________________________________________________
 CB0303  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 CB0303  DYNAMIC HT  -         750.500 (meters)    2462.27  (feet)  COMP
 CB0303  MODELED GRAV-     979,244.7   (mgal)                       NAVD 88
 CB0303
 CB0303  VERT ORDER  -  FIRST     CLASS II
 CB0303
 CB0303.The horizontal coordinates were scaled from a topographic map and have
 CB0303.an estimated accuracy of +/- 6 seconds.
 CB0303
 CB0303.The orthometric height was determined by differential leveling
 CB0303.and adjusted by the National Geodetic Survey in June 1991..
 CB0303
 CB0303.The geoid height was determined by GEOID03.
 CB0303
 CB0303.The dynamic height is computed by dividing the NAVD 88
 CB0303.geopotential number by the normal gravity value computed on the
 CB0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0303.degrees latitude (g = 980.6199 gals.).
 CB0303
 CB0303.The modeled gravity was interpolated from observed gravity values.
 CB0303
 CB0303;                    North         East    Units  Estimated Accuracy
 CB0303;SPC TX C     - 3,253,590.      619,590.      MT  (+/- 180 meters Scaled)
 CB0303
 CB0303                          SUPERSEDED SURVEY CONTROL
 CB0303
 CB0303  NGVD 29 (??/??/92)  751.293  (m)         2464.87   (f) ADJ UNCH    1 2
 CB0303
 CB0303.Superseded values are not recommended for survey control.
 CB0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0303.See file dsdata.txt to determine how the superseded data were derived.
 CB0303
 CB0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA935371(NAD 83)
 CB0303_MARKER: DB = BENCH MARK DISK
 CB0303_SETTING: 66 = SET IN ROCK OUTCROP
 CB0303_SP_SET: BEDROCK
 CB0303_STAMPING: 2464.867 M 111 1933
 CB0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0303+STABILITY: POSITION/ELEVATION WELL
 CB0303
 CB0303  HISTORY     - Date     Condition        Report By
 CB0303  HISTORY     - 1933     MONUMENTED       CGS
 CB0303  HISTORY     - 1973     GOOD             TXHD
 CB0303
 CB0303                          STATION DESCRIPTION
 CB0303
 CB0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CB0303'15.3 MI NW FROM STERLING CITY.
 CB0303'15.3 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM STERLING CITY,
 CB0303'STERLING COUNTY, NORTHEAST OF A CULVERT, NEAR THE WEST END OF A CURVE
 CB0303'TO THE NORTH, ON THE EAST SIDE OF A DRAW, 90 FEET NORTHEAST OF THE
 CB0303'CENTER LINE OF THE HIGHWAY, 40 FEET INSIDE THE FENCE LINE, AND IN
 CB0303'BEDROCK MARKED BY A PYRAMID OF STONES.  A STANDARD DISK, STAMPED 2464.
 CB0303'867 M 111 1933.
 CB0303
 CB0303                          STATION RECOVERY (1973)
 CB0303
 CB0303'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0183 ***********************************************************************
 CB0183  DESIGNATION -  M 111 USGS
 CB0183  PID         -  CB0183
 CB0183  STATE/COUNTY-  TX/TOM GREEN
 CB0183  USGS QUAD   -  TANKERSLEY (1984)
 CB0183
 CB0183                         *CURRENT SURVEY CONTROL
 CB0183  ___________________________________________________________________
 CB0183* NAD 83(1986)-  31 20 54.     (N)    100 40 26.     (W)     SCALED    
 CB0183* NAVD 88     -       619.228  (meters)    2031.58   (feet)  ADJUSTED  
 CB0183  ___________________________________________________________________
 CB0183  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CB0183  DYNAMIC HT  -         618.377 (meters)    2028.79  (feet)  COMP
 CB0183  MODELED GRAV-     979,244.8   (mgal)                       NAVD 88
 CB0183
 CB0183  VERT ORDER  -  SECOND    CLASS 0
 CB0183
 CB0183.The horizontal coordinates were scaled from a topographic map and have
 CB0183.an estimated accuracy of +/- 6 seconds.
 CB0183
 CB0183.The orthometric height was determined by differential leveling
 CB0183.and adjusted by the National Geodetic Survey in June 1991..
 CB0183
 CB0183.The geoid height was determined by GEOID03.
 CB0183
 CB0183.The dynamic height is computed by dividing the NAVD 88
 CB0183.geopotential number by the normal gravity value computed on the
 CB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0183.degrees latitude (g = 980.6199 gals.).
 CB0183
 CB0183.The modeled gravity was interpolated from observed gravity values.
 CB0183
 CB0183;                    North         East    Units  Estimated Accuracy
 CB0183;SPC TX C     - 3,186,470.      667,600.      MT  (+/- 180 meters Scaled)
 CB0183
 CB0183                          SUPERSEDED SURVEY CONTROL
 CB0183
 CB0183  NGVD 29 (??/??/92)  619.064  (m)         2031.05   (f) ADJ UNCH    2 0
 CB0183
 CB0183.Superseded values are not recommended for survey control.
 CB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0183.See file dsdata.txt to determine how the superseded data were derived.
 CB0183
 CB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV407694(NAD 83)
 CB0183_MARKER: DB = BENCH MARK DISK
 CB0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0183_STAMPING: M-111-23
 CB0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0183+STABILITY: SURFACE MOTION
 CB0183
 CB0183  HISTORY     - Date     Condition        Report By
 CB0183  HISTORY     - UNK      MONUMENTED       USGS
 CB0183  HISTORY     - 1934     GOOD             NGS
 CB0183  HISTORY     - 1940     GOOD             NGS
 CB0183  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0183
 CB0183                          STATION DESCRIPTION
 CB0183
 CB0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0183'1.8 MI SW FROM TANKERSLY.
 CB0183'1.8 MILES SW OF AND ALONG THE PANHANDLE AND S.F.R.R. 40 FT. N OF
 CB0183'TRACK.  40 FT. S OF HIGHWAY.  12 FT. W OF TELEPHONE POLE.
 CB0183
 CB0183                          STATION RECOVERY (1940)
 CB0183
 CB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0183'RECOVERED IN GOOD CONDITION.
 CB0183
 CB0183                          STATION RECOVERY (1981)
 CB0183
 CB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0270 ***********************************************************************
 BQ0270  DESIGNATION -  M 1110 RESET 1958
 BQ0270  PID         -  BQ0270
 BQ0270  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0270  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0270
 BQ0270                         *CURRENT SURVEY CONTROL
 BQ0270  ___________________________________________________________________
 BQ0270* NAD 83(1986)-  30 41 05.     (N)    104 37 14.     (W)     SCALED    
 BQ0270* NAVD 88     -      1271.090  (meters)    4170.23   (feet)  ADJUSTED  
 BQ0270  ___________________________________________________________________
 BQ0270  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 BQ0270  DYNAMIC HT  -        1269.030 (meters)    4163.48  (feet)  COMP
 BQ0270  MODELED GRAV-     978,976.7   (mgal)                       NAVD 88
 BQ0270
 BQ0270  VERT ORDER  -  FIRST     CLASS II
 BQ0270
 BQ0270.The horizontal coordinates were scaled from a topographic map and have
 BQ0270.an estimated accuracy of +/- 6 seconds.
 BQ0270
 BQ0270.The orthometric height was determined by differential leveling
 BQ0270.and adjusted by the National Geodetic Survey in June 1991..
 BQ0270
 BQ0270.The geoid height was determined by GEOID03.
 BQ0270
 BQ0270.The dynamic height is computed by dividing the NAVD 88
 BQ0270.geopotential number by the normal gravity value computed on the
 BQ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0270.degrees latitude (g = 980.6199 gals.).
 BQ0270
 BQ0270.The modeled gravity was interpolated from observed gravity values.
 BQ0270
 BQ0270;                    North         East    Units  Estimated Accuracy
 BQ0270;SPC TX C     - 3,120,770.      289,360.      MT  (+/- 180 meters Scaled)
 BQ0270
 BQ0270                          SUPERSEDED SURVEY CONTROL
 BQ0270
 BQ0270.No superseded survey control is available for this station.
 BQ0270
 BQ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP363947(NAD 83)
 BQ0270_MARKER: DB = BENCH MARK DISK
 BQ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0270_STAMPING: M 1110 RESET 1958
 BQ0270_MARK LOGO: CGS   
 BQ0270_PROJECTION: PROJECTING 30 CENTIMETERS
 BQ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0270+STABILITY: SURFACE MOTION
 BQ0270
 BQ0270  HISTORY     - Date     Condition        Report By
 BQ0270  HISTORY     - 1958     MONUMENTED       CGS
 BQ0270  HISTORY     - 1981     GOOD             NGS
 BQ0270  HISTORY     - 19961009 GOOD             USPSQD
 BQ0270
 BQ0270                          STATION DESCRIPTION
 BQ0270
 BQ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0270'10.2 MI NW FROM VALENTINE.
 BQ0270'ABOUT 10.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0270'FROM THE STATION AT VALENTINE, 18 FEET SOUTHEAST OF MILEPOST 678, 42
 BQ0270'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 1/2 POLES NORTHWEST OF A
 BQ0270'WOODEN BRIDGE, 116 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY
 BQ0270'90, 33 FEET SOUTHWEST OF SIGNAL BLOCK NUMBER 678.0, 2 FEET NORTHWEST
 BQ0270'OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 BQ0270'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0270
 BQ0270                          STATION RECOVERY (1981)
 BQ0270
 BQ0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0270'15.4 KM (9.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0270'IN VALENTINE, 35.4 METERS (116.0 FT) NORTHEAST OF THE CENTERLINE OF
 BQ0270'THE HIGHWAY, 12.8 METERS (42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0270'SOUTHERN PACIFIC RAILROAD, AND 5.5 METERS (18.0 FT) SOUTHEAST OF
 BQ0270'RAILROAD MILE POST 678.
 BQ0270'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0270'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0270
 BQ0270                          STATION RECOVERY (1996)
 BQ0270
 BQ0270'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0244 ***********************************************************************
 AZ0244  DESIGNATION -  M 1111
 AZ0244  PID         -  AZ0244
 AZ0244  STATE/COUNTY-  TX/VAL VERDE
 AZ0244  USGS QUAD   -  PECOS HIGH BRIDGE (1979)
 AZ0244
 AZ0244                         *CURRENT SURVEY CONTROL
 AZ0244  ___________________________________________________________________
 AZ0244* NAD 83(1986)-  29 45 37.     (N)    101 20 23.     (W)     SCALED    
 AZ0244* NAVD 88     -       435.898  (meters)    1430.11   (feet)  ADJUSTED  
 AZ0244  ___________________________________________________________________
 AZ0244  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AZ0244  DYNAMIC HT  -         435.261 (meters)    1428.02  (feet)  COMP
 AZ0244  MODELED GRAV-     979,168.2   (mgal)                       NAVD 88
 AZ0244
 AZ0244  VERT ORDER  -  FIRST     CLASS II
 AZ0244
 AZ0244.The horizontal coordinates were scaled from a topographic map and have
 AZ0244.an estimated accuracy of +/- 6 seconds.
 AZ0244
 AZ0244.The orthometric height was determined by differential leveling
 AZ0244.and adjusted by the National Geodetic Survey in June 1991..
 AZ0244
 AZ0244.The geoid height was determined by GEOID03.
 AZ0244
 AZ0244.The dynamic height is computed by dividing the NAVD 88
 AZ0244.geopotential number by the normal gravity value computed on the
 AZ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0244.degrees latitude (g = 980.6199 gals.).
 AZ0244
 AZ0244.The modeled gravity was interpolated from observed gravity values.
 AZ0244
 AZ0244;                    North         East    Units  Estimated Accuracy
 AZ0244;SPC TXSC     - 4,215,820.      373,750.      MT  (+/- 180 meters Scaled)
 AZ0244
 AZ0244                          SUPERSEDED SURVEY CONTROL
 AZ0244
 AZ0244  NGVD 29 (??/??/92)  435.778  (m)         1429.71   (f) ADJ UNCH    1 2
 AZ0244
 AZ0244.Superseded values are not recommended for survey control.
 AZ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0244.See file dsdata.txt to determine how the superseded data were derived.
 AZ0244
 AZ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT737945(NAD 83)
 AZ0244_MARKER: DB = BENCH MARK DISK
 AZ0244_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0244_SP_SET: OUTCROP
 AZ0244_STAMPING: M 1111 1957
 AZ0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0244+STABILITY: POSITION/ELEVATION WELL
 AZ0244
 AZ0244  HISTORY     - Date     Condition        Report By
 AZ0244  HISTORY     - 1957     MONUMENTED       CGS
 AZ0244  HISTORY     - 1958     GOOD             NGS
 AZ0244  HISTORY     - 20010607 MARK NOT FOUND   USPSQD
 AZ0244
 AZ0244                          STATION DESCRIPTION
 AZ0244
 AZ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0244'13.4 MI NW FROM COMSTOCK.
 AZ0244'ABOUT 13.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0244'FROM THE STATION AT COMSTOCK, ABOUT 15.85 MILES EAST OF THE STATION AT
 AZ0244'LANGTRY, 23 FEET NORTH-NORTHEAST OF THE 1ST POLE NORTHEAST OF MILEPOST
 AZ0244'427, IN THE TOP OF A ROCK OUTCROP WHICH IS ABOUT FLUSH WITH THE
 AZ0244'GROUND, 30 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 3
 AZ0244'1/2 RAILS NORTHWEST OF A SWITCH STAND, AND ABOUT 4 FEET BELOW THE
 AZ0244'LEVEL OF THE TRACK.
 AZ0244
 AZ0244                          STATION RECOVERY (2001)
 AZ0244
 AZ0244'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0244'INACCESIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0273 ***********************************************************************
 AZ0273  DESIGNATION -  M 1112
 AZ0273  PID         -  AZ0273
 AZ0273  STATE/COUNTY-  TX/VAL VERDE
 AZ0273  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0273
 AZ0273                         *CURRENT SURVEY CONTROL
 AZ0273  ___________________________________________________________________
 AZ0273* NAD 83(1986)-  29 32 13.     (N)    101 05 00.     (W)     SCALED    
 AZ0273* NAVD 88     -       364.483  (meters)    1195.81   (feet)  POSTED    
 AZ0273  ___________________________________________________________________
 AZ0273  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0273  DYNAMIC HT  -         363.950 (meters)    1194.06  (feet)  COMP
 AZ0273  MODELED GRAV-     979,173.0   (mgal)                       NAVD 88
 AZ0273
 AZ0273  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0273
 AZ0273.The horizontal coordinates were scaled from a topographic map and have
 AZ0273.an estimated accuracy of +/- 6 seconds.
 AZ0273
 AZ0273.The orthometric height was determined by differential leveling
 AZ0273.and adjusted by the National Geodetic Survey in 1992..
 AZ0273.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0273.rate of 0.0 thru 1.0 mm/km.
 AZ0273
 AZ0273.The geoid height was determined by GEOID03.
 AZ0273
 AZ0273.The dynamic height is computed by dividing the NAVD 88
 AZ0273.geopotential number by the normal gravity value computed on the
 AZ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0273.degrees latitude (g = 980.6199 gals.).
 AZ0273
 AZ0273.The modeled gravity was interpolated from observed gravity values.
 AZ0273
 AZ0273;                    North         East    Units  Estimated Accuracy
 AZ0273;SPC TXSC     - 4,190,600.      398,100.      MT  (+/- 180 meters Scaled)
 AZ0273
 AZ0273                          SUPERSEDED SURVEY CONTROL
 AZ0273
 AZ0273  NGVD 29 (??/??/92)  364.398  (m)         1195.53   (f) ADJ UNCH    1 2
 AZ0273
 AZ0273.Superseded values are not recommended for survey control.
 AZ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0273.See file dsdata.txt to determine how the superseded data were derived.
 AZ0273
 AZ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT981692(NAD 83)
 AZ0273_MARKER: DB = BENCH MARK DISK
 AZ0273_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0273_SP_SET: LEDGE
 AZ0273_STAMPING: M 1112 1957
 AZ0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0273+STABILITY: POSITION/ELEVATION WELL
 AZ0273
 AZ0273  HISTORY     - Date     Condition        Report By
 AZ0273  HISTORY     - 1957     MONUMENTED       CGS
 AZ0273  HISTORY     - 1958     GOOD             NGS
 AZ0273  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0273
 AZ0273                          STATION DESCRIPTION
 AZ0273
 AZ0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0273'12.7 MI SE FROM COMSTOCK.
 AZ0273'ABOUT 12.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0273'FROM THE STATION AT COMSTOCK, 34 FEET SOUTHEAST OF THE 3RD POLE
 AZ0273'SOUTHEAST OF MILEPOST 401, IN THE TOP OF A LARGE ROCK LEDGE IN A CUT,
 AZ0273'8 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 100 FEET SOUTHEAST
 AZ0273'OF THE NORTHWEST END OF THE CUT, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 AZ0273'THE TRACK.
 AZ0273
 AZ0273                          STATION RECOVERY (1998)
 AZ0273
 AZ0273'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0343 ***********************************************************************
 AZ0343  DESIGNATION -  M 1113
 AZ0343  PID         -  AZ0343
 AZ0343  STATE/COUNTY-  TX/VAL VERDE
 AZ0343  USGS QUAD   -  PUMPVILLE (1980)
 AZ0343
 AZ0343                         *CURRENT SURVEY CONTROL
 AZ0343  ___________________________________________________________________
 AZ0343* NAD 83(1986)-  29 56 34.     (N)    101 44 01.     (W)     SCALED    
 AZ0343* NAVD 88     -       554.548  (meters)    1819.38   (feet)  ADJUSTED  
 AZ0343  ___________________________________________________________________
 AZ0343  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AZ0343  DYNAMIC HT  -         553.729 (meters)    1816.69  (feet)  COMP
 AZ0343  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AZ0343
 AZ0343  VERT ORDER  -  FIRST     CLASS II
 AZ0343
 AZ0343.The horizontal coordinates were scaled from a topographic map and have
 AZ0343.an estimated accuracy of +/- 6 seconds.
 AZ0343
 AZ0343.The orthometric height was determined by differential leveling
 AZ0343.and adjusted by the National Geodetic Survey in June 1991..
 AZ0343
 AZ0343.The geoid height was determined by GEOID03.
 AZ0343
 AZ0343.The dynamic height is computed by dividing the NAVD 88
 AZ0343.geopotential number by the normal gravity value computed on the
 AZ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0343.degrees latitude (g = 980.6199 gals.).
 AZ0343
 AZ0343.The modeled gravity was interpolated from observed gravity values.
 AZ0343
 AZ0343;                    North         East    Units  Estimated Accuracy
 AZ0343;SPC TXSC     - 4,236,870.      336,140.      MT  (+/- 180 meters Scaled)
 AZ0343
 AZ0343                          SUPERSEDED SURVEY CONTROL
 AZ0343
 AZ0343  NGVD 29 (??/??/92)  554.405  (m)         1818.91   (f) ADJ UNCH    1 2
 AZ0343
 AZ0343.Superseded values are not recommended for survey control.
 AZ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0343.See file dsdata.txt to determine how the superseded data were derived.
 AZ0343
 AZ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU361155(NAD 83)
 AZ0343_MARKER: DB = BENCH MARK DISK
 AZ0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0343_SP_SET: FOUNDATION
 AZ0343_STAMPING: M 1113 1957
 AZ0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0343
 AZ0343  HISTORY     - Date     Condition        Report By
 AZ0343  HISTORY     - 1957     MONUMENTED       CGS
 AZ0343  HISTORY     - 1958     GOOD             NGS
 AZ0343  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 AZ0343
 AZ0343                          STATION DESCRIPTION
 AZ0343
 AZ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0343'13.75 MI NW FROM LANGTRY.
 AZ0343'ABOUT 13.75 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0343'FROM THE STATION AT LANGTRY, ABOUT 0.6 MILE NORTHWEST OF MILEPOST 456,
 AZ0343'IN THE TOP OF THE CONCRETE FOUNDATION OF A STEEL RAILROAD WATER TANK,
 AZ0343'69 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, ABOUT 136 YARDS
 AZ0343'NORTHEAST OF THE BAPTIST CHURCH AT PUMPVILLE WHICH IS CONSTRUCTED OF
 AZ0343'STONE, 6 INCHES SOUTH OF THE SOUTH SIDE OF THE WATER TANK, AND ABOUT
 AZ0343'LEVEL WITH THE TRACK.
 AZ0343
 AZ0343                          STATION RECOVERY (2001)
 AZ0343
 AZ0343'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0343'REPORTED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0419 ***********************************************************************
 BP0419  DESIGNATION -  M 1114
 BP0419  PID         -  BP0419
 BP0419  STATE/COUNTY-  TX/BREWSTER
 BP0419  USGS QUAD   -  ALPINE NORTH (1972)
 BP0419
 BP0419                         *CURRENT SURVEY CONTROL
 BP0419  ___________________________________________________________________
 BP0419* NAD 83(1986)-  30 23 17.     (N)    103 40 36.     (W)     SCALED    
 BP0419* NAVD 88     -      1355.317  (meters)    4446.57   (feet)  ADJUSTED  
 BP0419  ___________________________________________________________________
 BP0419  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 BP0419  DYNAMIC HT  -        1353.135 (meters)    4439.41  (feet)  COMP
 BP0419  MODELED GRAV-     978,983.7   (mgal)                       NAVD 88
 BP0419
 BP0419  VERT ORDER  -  FIRST     CLASS I
 BP0419
 BP0419.This mark is at Alpine-Casparis Muni (E38) Airport (E38)
 BP0419
 BP0419.The horizontal coordinates were scaled from a topographic map and have
 BP0419.an estimated accuracy of +/- 6 seconds.
 BP0419
 BP0419.The orthometric height was determined by differential leveling
 BP0419.and adjusted by the National Geodetic Survey in June 1991..
 BP0419
 BP0419.The geoid height was determined by GEOID03.
 BP0419
 BP0419.The dynamic height is computed by dividing the NAVD 88
 BP0419.geopotential number by the normal gravity value computed on the
 BP0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0419.degrees latitude (g = 980.6199 gals.).
 BP0419
 BP0419.The modeled gravity was interpolated from observed gravity values.
 BP0419
 BP0419;                    North         East    Units  Estimated Accuracy
 BP0419;SPC TXSC     - 4,292,130.      150,640.      MT  (+/- 180 meters Scaled)
 BP0419
 BP0419                          SUPERSEDED SURVEY CONTROL
 BP0419
 BP0419  NGVD 29 (??/??/92) 1354.872  (m)         4445.11   (f) ADJ UNCH    1 1
 BP0419
 BP0419.Superseded values are not recommended for survey control.
 BP0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0419.See file dsdata.txt to determine how the superseded data were derived.
 BP0419
 BP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP271625(NAD 83)
 BP0419_MARKER: DB = BENCH MARK DISK
 BP0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0419_STAMPING: M 1114 1958
 BP0419_MARK LOGO: CGS   
 BP0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0419+STABILITY: SURFACE MOTION
 BP0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0419+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 BP0419
 BP0419  HISTORY     - Date     Condition        Report By
 BP0419  HISTORY     - 1958     MONUMENTED       CGS
 BP0419  HISTORY     - 1973     MARK NOT FOUND   USGS
 BP0419  HISTORY     - 1977     GOOD             NGS
 BP0419  HISTORY     - 1981     GOOD             NGS
 BP0419  HISTORY     - 1989     GOOD             USPSQD
 BP0419  HISTORY     - 19961007 GOOD             USPSQD
 BP0419  HISTORY     - 20030419 GOOD             USPSQD
 BP0419
 BP0419                          STATION DESCRIPTION
 BP0419
 BP0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0419'2.3 MI NW FROM ALPINE.
 BP0419'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0419'NEW ORLEANS RAILROAD STATION AT ALPINE, AT THE STARNS AIRPORT, 368
 BP0419'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET
 BP0419'NORTH-NORTHWEST OF A FENCE CORNER WHICH IS AT THE WEST CORNER OF A
 BP0419'LARGE GRAVEL PIT, 140 FEET EAST-NORTHEAST OF THE EAST CORNER OF A
 BP0419'LARGE CONCRETE WARM UP APRON, 20 FEET SOUTHWEST OF THE WEST CORNER OF
 BP0419'A WOODEN HANGAR, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BP0419'INCHES.
 BP0419
 BP0419                          STATION RECOVERY (1973)
 BP0419
 BP0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BP0419'MARK NOT FOUND.
 BP0419
 BP0419                          STATION RECOVERY (1977)
 BP0419
 BP0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0419'RECOVERED IN GOOD CONDITION.
 BP0419
 BP0419                          STATION RECOVERY (1981)
 BP0419
 BP0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0419'IN ALPINE, AT THE ALPINE MUNICIPAL AIRPORT, 112.2 METERS (368.1 FT)
 BP0419'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 49.4 METERS (162.1 FT)
 BP0419'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE AIRPORT OPERATIONS
 BP0419'OFFICE, 18.9 METERS (62.0 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD,
 BP0419'1.9 METERS (6.2 FT) SOUTHEAST OF A FENCE CORNER, 1.8 METERS (5.9 FT)
 BP0419'EAST-SOUTHEAST OF A UTILITY POLE WITH A LIGHT AND 0.7 METER (2.3 FT)
 BP0419'EAST-SOUTHEAST OF A FENCE.
 BP0419'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BP0419'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BP0419
 BP0419                          STATION RECOVERY (1989)
 BP0419
 BP0419'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0419'RECOVERED IN GOOD CONDITION.
 BP0419
 BP0419                          STATION RECOVERY (1996)
 BP0419
 BP0419'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0419'RECOVERED IN GOOD CONDITION.
 BP0419
 BP0419                          STATION RECOVERY (2003)
 BP0419
 BP0419'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0491 ***********************************************************************
 BP0491  DESIGNATION -  M 1115
 BP0491  PID         -  BP0491
 BP0491  STATE/COUNTY-  TX/JEFF DAVIS
 BP0491  USGS QUAD   -  TOYAHVALE (1972)
 BP0491
 BP0491                         *CURRENT SURVEY CONTROL
 BP0491  ___________________________________________________________________
 BP0491* NAD 83(1986)-  30 52 53.     (N)    103 47 31.     (W)     SCALED    
 BP0491* NAVD 88     -      1139.719  (meters)    3739.23   (feet)  POSTED    
 BP0491  ___________________________________________________________________
 BP0491  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 BP0491  DYNAMIC HT  -        1137.960 (meters)    3733.46  (feet)  COMP
 BP0491  MODELED GRAV-     979,053.8   (mgal)                       NAVD 88
 BP0491
 BP0491  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0491
 BP0491.The horizontal coordinates were scaled from a topographic map and have
 BP0491.an estimated accuracy of +/- 6 seconds.
 BP0491
 BP0491.The orthometric height was determined by differential leveling
 BP0491.and adjusted by the National Geodetic Survey in 1992..
 BP0491.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0491.rate of 2.1 thru 3.0 mm/km.
 BP0491
 BP0491.The geoid height was determined by GEOID03.
 BP0491
 BP0491.The dynamic height is computed by dividing the NAVD 88
 BP0491.geopotential number by the normal gravity value computed on the
 BP0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0491.degrees latitude (g = 980.6199 gals.).
 BP0491
 BP0491.The modeled gravity was interpolated from observed gravity values.
 BP0491
 BP0491;                    North         East    Units  Estimated Accuracy
 BP0491;SPC TX C     - 3,139,800.      369,370.      MT  (+/- 180 meters Scaled)
 BP0491
 BP0491                          SUPERSEDED SURVEY CONTROL
 BP0491
 BP0491  NGVD 29 (??/??/92) 1139.346  (m)         3738.00   (f) ADJ UNCH    2 0
 BP0491
 BP0491.Superseded values are not recommended for survey control.
 BP0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0491.See file dsdata.txt to determine how the superseded data were derived.
 BP0491
 BP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ154170(NAD 83)
 BP0491_MARKER: DB = BENCH MARK DISK
 BP0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0491_STAMPING: M 1115 1958
 BP0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0491+STABILITY: SURFACE MOTION
 BP0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0491+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 BP0491
 BP0491  HISTORY     - Date     Condition        Report By
 BP0491  HISTORY     - 1958     MONUMENTED       CGS
 BP0491  HISTORY     - 19961011 GOOD             USPSQD
 BP0491  HISTORY     - 20050729 GOOD             USPSQD
 BP0491
 BP0491                          STATION DESCRIPTION
 BP0491
 BP0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0491'4.45 MI S FROM TOYAHVALE.
 BP0491'ABOUT 4.45 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0491'TOYAHVALE, 67 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ON THE
 BP0491'CREST OF A HILL, 44 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE OLD
 BP0491'ABANDONED HIGHWAY GRADE, 13 FEET SOUTHEAST OF TELEPHONE POLE NUMBER
 BP0491'279, 16 FEET EAST OF A FENCE, 1 1/2 FEET EAST OF A WHITE WOODEN
 BP0491'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BP0491
 BP0491                          STATION RECOVERY (1996)
 BP0491
 BP0491'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0491'RECOVERED IN GOOD CONDITION.
 BP0491
 BP0491                          STATION RECOVERY (2005)
 BP0491
 BP0491'RECOVERY NOTE BY US POWER SQUADRON 2005 (BEL)
 BP0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0361 ***********************************************************************
 BO0361  DESIGNATION -  M 1116
 BO0361  PID         -  BO0361
 BO0361  STATE/COUNTY-  TX/PECOS
 BO0361  USGS QUAD   -  SHEFFIELD (1967)
 BO0361
 BO0361                         *CURRENT SURVEY CONTROL
 BO0361  ___________________________________________________________________
 BO0361* NAD 83(1986)-  30 40 03.     (N)    101 51 44.     (W)     SCALED    
 BO0361* NAVD 88     -       693.995  (meters)    2276.88   (feet)  ADJUSTED  
 BO0361  ___________________________________________________________________
 BO0361  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BO0361  DYNAMIC HT  -         692.978 (meters)    2273.55  (feet)  COMP
 BO0361  MODELED GRAV-     979,153.3   (mgal)                       NAVD 88
 BO0361
 BO0361  VERT ORDER  -  SECOND    CLASS 0
 BO0361
 BO0361.The horizontal coordinates were scaled from a topographic map and have
 BO0361.an estimated accuracy of +/- 6 seconds.
 BO0361
 BO0361.The orthometric height was determined by differential leveling
 BO0361.and adjusted by the National Geodetic Survey in June 1991..
 BO0361
 BO0361.The geoid height was determined by GEOID03.
 BO0361
 BO0361.The dynamic height is computed by dividing the NAVD 88
 BO0361.geopotential number by the normal gravity value computed on the
 BO0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0361.degrees latitude (g = 980.6199 gals.).
 BO0361
 BO0361.The modeled gravity was interpolated from observed gravity values.
 BO0361
 BO0361;                    North         East    Units  Estimated Accuracy
 BO0361;SPC TX C     - 3,111,950.      553,500.      MT  (+/- 180 meters Scaled)
 BO0361
 BO0361                          SUPERSEDED SURVEY CONTROL
 BO0361
 BO0361  NGVD 29 (??/??/92)  693.767  (m)         2276.13   (f) ADJ UNCH    2 0
 BO0361
 BO0361.Superseded values are not recommended for survey control.
 BO0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0361.See file dsdata.txt to determine how the superseded data were derived.
 BO0361
 BO0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU257962(NAD 83)
 BO0361_MARKER: DB = BENCH MARK DISK
 BO0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0361_STAMPING: M 1116 1958
 BO0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0361+STABILITY: SURFACE MOTION
 BO0361
 BO0361  HISTORY     - Date     Condition        Report By
 BO0361  HISTORY     - 1958     MONUMENTED       CGS
 BO0361  HISTORY     - 1967     POOR             NGS
 BO0361
 BO0361                          STATION DESCRIPTION
 BO0361
 BO0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0361'3.05 MI SW FROM SHEFFIELD.
 BO0361'ABOUT 0.35 MILES SOUTHWEST ALONG STATE HIGHWAY 349 FROM THE POST
 BO0361'OFFICE AT SHEFFIELD, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BO0361'HIGHWAY, ABOUT 103 YARDS SOUTHWEST OF THE SOUTHWEST END OF THE
 BO0361'CONCRETE HEAD WALL OF A SMALL PIPE CULVERT, 77 FEET SOUTHWEST OF A
 BO0361'CONCRETE RIGHT OF WAY MARKER, 1 1/2 FEET NORTHWEST OF A WOVEN WIRE
 BO0361'FENCE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE
 BO0361'TOP OF A CONCRETE POST ENCASED IN A TIN FORM AND PROJECTING 7 INCHES.
 BO0361
 BO0361                          STATION RECOVERY (1967)
 BO0361
 BO0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BO0361'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0424 ***********************************************************************
 CD0424  DESIGNATION -  M 1117
 CD0424  PID         -  CD0424
 CD0424  STATE/COUNTY-  TX/HUDSPETH
 CD0424  USGS QUAD   -  SALT FLAT (1984)
 CD0424
 CD0424                         *CURRENT SURVEY CONTROL
 CD0424  ___________________________________________________________________
 CD0424* NAD 83(1986)-  31 44 23.     (N)    105 07 23.     (W)     SCALED    
 CD0424* NAVD 88     -      1146.864  (meters)    3762.67   (feet)  ADJUSTED  
 CD0424  ___________________________________________________________________
 CD0424  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CD0424  DYNAMIC HT  -        1145.166 (meters)    3757.10  (feet)  COMP
 CD0424  MODELED GRAV-     979,119.4   (mgal)                       NAVD 88
 CD0424
 CD0424  VERT ORDER  -  FIRST     CLASS I
 CD0424
 CD0424.The horizontal coordinates were scaled from a topographic map and have
 CD0424.an estimated accuracy of +/- 6 seconds.
 CD0424
 CD0424.The orthometric height was determined by differential leveling
 CD0424.and adjusted by the National Geodetic Survey in June 1991..
 CD0424
 CD0424.The geoid height was determined by GEOID03.
 CD0424
 CD0424.The dynamic height is computed by dividing the NAVD 88
 CD0424.geopotential number by the normal gravity value computed on the
 CD0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0424.degrees latitude (g = 980.6199 gals.).
 CD0424
 CD0424.The modeled gravity was interpolated from observed gravity values.
 CD0424
 CD0424;                    North         East    Units  Estimated Accuracy
 CD0424;SPC TX C     - 3,239,590.      246,290.      MT  (+/- 180 meters Scaled)
 CD0424
 CD0424                          SUPERSEDED SURVEY CONTROL
 CD0424
 CD0424  NGVD 29 (??/??/92) 1146.361  (m)         3761.02   (f) ADJ UNCH    1 1
 CD0424
 CD0424.Superseded values are not recommended for survey control.
 CD0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0424.See file dsdata.txt to determine how the superseded data were derived.
 CD0424
 CD0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR883115(NAD 83)
 CD0424_MARKER: DB = BENCH MARK DISK
 CD0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0424_STAMPING: M 1117 1958
 CD0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0424+STABILITY: SURFACE MOTION
 CD0424
 CD0424  HISTORY     - Date     Condition        Report By
 CD0424  HISTORY     - 1958     MONUMENTED       CGS
 CD0424  HISTORY     - 1976     GOOD             NGS
 CD0424  HISTORY     - 1977     GOOD             NGS
 CD0424
 CD0424                          STATION DESCRIPTION
 CD0424
 CD0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0424'77.05 MI E FROM EL PASO.
 CD0424'ABOUT 77.05 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0424'JUNCTION OF LOOP 16 AT EL PASO, 97 FEET SOUTH OF THE CENTER LINE OF
 CD0424'THE HIGHWAY, ABOUT 0.2 MILE WEST OF FOUR 30-INCH STEEL TUBE CULVERTS,
 CD0424'28 FEET SOUTH OF A TELEPHONE POLE, 2 1/2 FEET NORTH OF A FENCE, 2 FEET
 CD0424'EAST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CD0424'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CD0424
 CD0424                          STATION RECOVERY (1976)
 CD0424
 CD0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0424'RECOVERED IN GOOD CONDITION.
 CD0424
 CD0424                          STATION RECOVERY (1977)
 CD0424
 CD0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0424'26.0 MILES SOUTHWEST ALONG U.S.HIGHWAYS 62 AND 180 FROM THE
 CD0424'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 4.7 MILES EAST OF THE
 CD0424'JUNCTION OF FARM ROAD 1437, 1.85 MILES WEST OF THE SALT FLAT POST
 CD0424'OFFICE, 98 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28 FT. SOUTH
 CD0424'OF A TELEPHONE POLE NUMBER 77-17, 2.5 FT. NORTH OF THE RIGHT OF WAY
 CD0424'FENCE, NOTE=WITNESS POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0476 ***********************************************************************
 CD0476  DESIGNATION -  M 1119
 CD0476  PID         -  CD0476
 CD0476  STATE/COUNTY-  TX/HUDSPETH
 CD0476  USGS QUAD   -  MICKEY DRAW EAST (1984)
 CD0476
 CD0476                         *CURRENT SURVEY CONTROL
 CD0476  ___________________________________________________________________
 CD0476* NAD 83(1986)-  31 49 54.     (N)    105 12 05.     (W)     SCALED    
 CD0476* NAVD 88     -      1160.167  (meters)    3806.31   (feet)  POSTED    
 CD0476  ___________________________________________________________________
 CD0476  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0476  DYNAMIC HT  -        1158.460 (meters)    3800.71  (feet)  COMP
 CD0476  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 CD0476
 CD0476  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0476
 CD0476.The horizontal coordinates were scaled from a topographic map and have
 CD0476.an estimated accuracy of +/- 6 seconds.
 CD0476
 CD0476.The orthometric height was determined by differential leveling
 CD0476.and adjusted by the National Geodetic Survey in 1992..
 CD0476.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0476.rate of 0.0 thru 1.0 mm/km.
 CD0476
 CD0476.The geoid height was determined by GEOID03.
 CD0476
 CD0476.The dynamic height is computed by dividing the NAVD 88
 CD0476.geopotential number by the normal gravity value computed on the
 CD0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0476.degrees latitude (g = 980.6199 gals.).
 CD0476
 CD0476.The modeled gravity was interpolated from observed gravity values.
 CD0476
 CD0476;                    North         East    Units  Estimated Accuracy
 CD0476;SPC TX C     - 3,250,090.      239,320.      MT  (+/- 180 meters Scaled)
 CD0476
 CD0476                          SUPERSEDED SURVEY CONTROL
 CD0476
 CD0476  NGVD 29 (??/??/92) 1159.670  (m)         3804.68   (f) ADJ UNCH    2 0
 CD0476
 CD0476.Superseded values are not recommended for survey control.
 CD0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0476.See file dsdata.txt to determine how the superseded data were derived.
 CD0476
 CD0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR809217(NAD 83)
 CD0476_MARKER: DB = BENCH MARK DISK
 CD0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0476_STAMPING: M 1119 1958
 CD0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0476+STABILITY: SURFACE MOTION
 CD0476
 CD0476  HISTORY     - Date     Condition        Report By
 CD0476  HISTORY     - 1958     MONUMENTED       CGS
 CD0476
 CD0476                          STATION DESCRIPTION
 CD0476
 CD0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0476'7.4 MI S FROM DELL CITY.
 CD0476'ABOUT 7.4 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0476'DELL CITY, 78 FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH
 CD0476'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 CD0476'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0185 ***********************************************************************
 CB0185  DESIGNATION -  M 112 USGS
 CB0185  PID         -  CB0185
 CB0185  STATE/COUNTY-  TX/IRION
 CB0185  USGS QUAD   -  TANKERSLEY (1984)
 CB0185
 CB0185                         *CURRENT SURVEY CONTROL
 CB0185  ___________________________________________________________________
 CB0185* NAD 83(1986)-  31 20 01.     (N)    100 44 35.     (W)     SCALED    
 CB0185* NAVD 88     -       635.752  (meters)    2085.80   (feet)  ADJUSTED  
 CB0185  ___________________________________________________________________
 CB0185  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CB0185  DYNAMIC HT  -         634.871 (meters)    2082.91  (feet)  COMP
 CB0185  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 CB0185
 CB0185  VERT ORDER  -  SECOND    CLASS 0
 CB0185
 CB0185.The horizontal coordinates were scaled from a topographic map and have
 CB0185.an estimated accuracy of +/- 6 seconds.
 CB0185
 CB0185.The orthometric height was determined by differential leveling
 CB0185.and adjusted by the National Geodetic Survey in June 1991..
 CB0185
 CB0185.The geoid height was determined by GEOID03.
 CB0185
 CB0185.The dynamic height is computed by dividing the NAVD 88
 CB0185.geopotential number by the normal gravity value computed on the
 CB0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0185.degrees latitude (g = 980.6199 gals.).
 CB0185
 CB0185.The modeled gravity was interpolated from observed gravity values.
 CB0185
 CB0185;                    North         East    Units  Estimated Accuracy
 CB0185;SPC TX C     - 3,184,860.      661,010.      MT  (+/- 180 meters Scaled)
 CB0185
 CB0185                          SUPERSEDED SURVEY CONTROL
 CB0185
 CB0185  NGVD 29 (??/??/92)  635.583  (m)         2085.24   (f) ADJ UNCH    2 0
 CB0185
 CB0185.Superseded values are not recommended for survey control.
 CB0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0185.See file dsdata.txt to determine how the superseded data were derived.
 CB0185
 CB0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV341678(NAD 83)
 CB0185_MARKER: DB = BENCH MARK DISK
 CB0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0185_STAMPING: M-112-23
 CB0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0185+STABILITY: SURFACE MOTION
 CB0185
 CB0185  HISTORY     - Date     Condition        Report By
 CB0185  HISTORY     - UNK      MONUMENTED       USGS
 CB0185  HISTORY     - 1934     GOOD             NGS
 CB0185  HISTORY     - 1940     GOOD             NGS
 CB0185  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0185
 CB0185                          STATION DESCRIPTION
 CB0185
 CB0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0185'6.1 MI SW FROM TANKERSLY.
 CB0185'6.1 MILES SW OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.4 MILE W OF
 CB0185'MILE POST 738.  40 FT. S OF TRACK.  50 FT. W OF CROSS ROAD.  1 FT. E
 CB0185'OF FENCE.
 CB0185
 CB0185                          STATION RECOVERY (1940)
 CB0185
 CB0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0185'RECOVERED IN GOOD CONDITION.
 CB0185
 CB0185                          STATION RECOVERY (1981)
 CB0185
 CB0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0145 ***********************************************************************
 CV0145  DESIGNATION -  M 1120
 CV0145  PID         -  CV0145
 CV0145  STATE/COUNTY-  TX/ANDREWS
 CV0145  USGS QUAD   -  SAND RANCH (1971)
 CV0145
 CV0145                         *CURRENT SURVEY CONTROL
 CV0145  ___________________________________________________________________
 CV0145* NAD 83(1986)-  32 08 18.     (N)    102 52 28.     (W)     SCALED    
 CV0145* NAVD 88     -       985.885  (meters)    3234.52   (feet)  ADJUSTED  
 CV0145  ___________________________________________________________________
 CV0145  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CV0145  DYNAMIC HT  -         984.514 (meters)    3230.03  (feet)  COMP
 CV0145  MODELED GRAV-     979,214.3   (mgal)                       NAVD 88
 CV0145
 CV0145  VERT ORDER  -  SECOND    CLASS 0
 CV0145
 CV0145.The horizontal coordinates were scaled from a topographic map and have
 CV0145.an estimated accuracy of +/- 6 seconds.
 CV0145
 CV0145.The orthometric height was determined by differential leveling
 CV0145.and adjusted by the National Geodetic Survey in June 1991..
 CV0145
 CV0145.The geoid height was determined by GEOID03.
 CV0145
 CV0145.The dynamic height is computed by dividing the NAVD 88
 CV0145.geopotential number by the normal gravity value computed on the
 CV0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0145.degrees latitude (g = 980.6199 gals.).
 CV0145
 CV0145.The modeled gravity was interpolated from observed gravity values.
 CV0145
 CV0145;                    North         East    Units  Estimated Accuracy
 CV0145;SPC TXNC     - 2,060,900.      187,390.      MT  (+/- 180 meters Scaled)
 CV0145
 CV0145                          SUPERSEDED SURVEY CONTROL
 CV0145
 CV0145  NGVD 29 (??/??/92)  985.477  (m)         3233.19   (f) ADJ UNCH    2 0
 CV0145
 CV0145.Superseded values are not recommended for survey control.
 CV0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0145.See file dsdata.txt to determine how the superseded data were derived.
 CV0145
 CV0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR004577(NAD 83)
 CV0145_MARKER: DB = BENCH MARK DISK
 CV0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0145_STAMPING: M 1120 1958
 CV0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0145+STABILITY: SURFACE MOTION
 CV0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0145+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 CV0145
 CV0145  HISTORY     - Date     Condition        Report By
 CV0145  HISTORY     - 1958     MONUMENTED       CGS
 CV0145  HISTORY     - 20031121 GOOD             INDIV
 CV0145
 CV0145                          STATION DESCRIPTION
 CV0145
 CV0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0145'19.25 MI E FROM JAL, NEW MEXICO.
 CV0145'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0145'STATION AT JAL, THENCE 18.55 MILES EAST ALONG STATE HIGHWAY 128, 59
 CV0145'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF A
 CV0145'TELEPHONE POLE, 1 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE, 2 FEET
 CV0145'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CV0145'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CV0145
 CV0145                          STATION RECOVERY (2003)
 CV0145
 CV0145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CV0145'THERE ARE SEVERAL ALONG THIS HIGHWAY THAT HAVE A VERY GOOD VIEW FROM
 CV0145'HORIZON TO HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0065 ***********************************************************************
 CV0065  DESIGNATION -  M 1125
 CV0065  PID         -  CV0065
 CV0065  STATE/COUNTY-  TX/ANDREWS
 CV0065  USGS QUAD   -  FIVE WELLS RANCH SW (1971)
 CV0065
 CV0065                         *CURRENT SURVEY CONTROL
 CV0065  ___________________________________________________________________
 CV0065* NAD 83(1986)-  32 19 29.     (N)    102 28 36.     (W)     SCALED    
 CV0065* NAVD 88     -       948.252  (meters)    3111.06   (feet)  POSTED    
 CV0065  ___________________________________________________________________
 CV0065  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CV0065  DYNAMIC HT  -         946.930 (meters)    3106.72  (feet)  COMP
 CV0065  MODELED GRAV-     979,212.8   (mgal)                       NAVD 88
 CV0065
 CV0065  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CV0065
 CV0065.The horizontal coordinates were scaled from a topographic map and have
 CV0065.an estimated accuracy of +/- 6 seconds.
 CV0065
 CV0065.The orthometric height was determined by differential leveling
 CV0065.and adjusted by the National Geodetic Survey in 1992..
 CV0065.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CV0065.rate of 2.1 thru 3.0 mm/km.
 CV0065
 CV0065.The geoid height was determined by GEOID03.
 CV0065
 CV0065.The dynamic height is computed by dividing the NAVD 88
 CV0065.geopotential number by the normal gravity value computed on the
 CV0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0065.degrees latitude (g = 980.6199 gals.).
 CV0065
 CV0065.The modeled gravity was interpolated from observed gravity values.
 CV0065
 CV0065;                    North         East    Units  Estimated Accuracy
 CV0065;SPC TXNC     - 2,080,060.      225,670.      MT  (+/- 180 meters Scaled)
 CV0065
 CV0065                          SUPERSEDED SURVEY CONTROL
 CV0065
 CV0065  NGVD 29 (??/??/92)  947.833  (m)         3109.68   (f) ADJ UNCH    2 0
 CV0065
 CV0065.Superseded values are not recommended for survey control.
 CV0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0065.See file dsdata.txt to determine how the superseded data were derived.
 CV0065
 CV0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR375792(NAD 83)
 CV0065_MARKER: DB = BENCH MARK DISK
 CV0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0065_STAMPING: M 1125 1958
 CV0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0065+STABILITY: SURFACE MOTION
 CV0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0065+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 CV0065
 CV0065  HISTORY     - Date     Condition        Report By
 CV0065  HISTORY     - 1958     MONUMENTED       CGS
 CV0065  HISTORY     - 20021120 GOOD             INDIV
 CV0065
 CV0065                          STATION DESCRIPTION
 CV0065
 CV0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0065'4.2 MI E FROM ANDREWS.
 CV0065'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0065'COURTHOUSE AT ANDREWS, THENCE 4.1 MILES EAST ALONG STATE HIGHWAY 176,
 CV0065'57 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE
 CV0065'SOUTHWEST OF A WIND MILL, 2 FEET NORTHEAST OF A TEE FENCE CORNER, 1
 CV0065'1/2 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 1 1/2 FEET EAST OF A
 CV0065'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CV0065'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CV0065
 CV0065                          STATION RECOVERY (2002)
 CV0065
 CV0065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CLW)
 CV0065'THE MARKER IS ABOUT 3 FEET ABOVE GROUND NOW, NOT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0066 ***********************************************************************
 CV0066  DESIGNATION -  M 1125 RESET 1958
 CV0066  PID         -  CV0066
 CV0066  STATE/COUNTY-  TX/ANDREWS
 CV0066  USGS QUAD   -  FIVE WELLS RANCH SW (1971)
 CV0066
 CV0066                         *CURRENT SURVEY CONTROL
 CV0066  ___________________________________________________________________
 CV0066* NAD 83(1986)-  32 19 29.     (N)    102 28 36.     (W)     SCALED    
 CV0066* NAVD 88     -       948.454  (meters)    3111.72   (feet)  POSTED    
 CV0066  ___________________________________________________________________
 CV0066  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CV0066  DYNAMIC HT  -         947.130 (meters)    3107.38  (feet)  COMP
 CV0066  MODELED GRAV-     979,212.8   (mgal)                       NAVD 88
 CV0066
 CV0066  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CV0066
 CV0066.The horizontal coordinates were scaled from a topographic map and have
 CV0066.an estimated accuracy of +/- 6 seconds.
 CV0066
 CV0066.The orthometric height was determined by differential leveling
 CV0066.and adjusted by the National Geodetic Survey in 1992..
 CV0066.No vertical observational check was made to the station.
 CV0066.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CV0066.was located on a no-check spur therefore a value was not computed.
 CV0066
 CV0066.The geoid height was determined by GEOID03.
 CV0066
 CV0066.The dynamic height is computed by dividing the NAVD 88
 CV0066.geopotential number by the normal gravity value computed on the
 CV0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0066.degrees latitude (g = 980.6199 gals.).
 CV0066
 CV0066.The modeled gravity was interpolated from observed gravity values.
 CV0066
 CV0066;                    North         East    Units  Estimated Accuracy
 CV0066;SPC TXNC     - 2,080,060.      225,670.      MT  (+/- 180 meters Scaled)
 CV0066
 CV0066                          SUPERSEDED SURVEY CONTROL
 CV0066
 CV0066  NGVD 29 (??/??/92)  948.034  (m)         3110.34   (f) ADJ UNCH    2 0
 CV0066
 CV0066.Superseded values are not recommended for survey control.
 CV0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0066.See file dsdata.txt to determine how the superseded data were derived.
 CV0066
 CV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR375792(NAD 83)
 CV0066_MARKER: DB = BENCH MARK DISK
 CV0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0066_STAMPING: M 1125 RESET 1958
 CV0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0066+STABILITY: SURFACE MOTION
 CV0066
 CV0066  HISTORY     - Date     Condition        Report By
 CV0066  HISTORY     - 1958     MONUMENTED       CGS
 CV0066  HISTORY     - 20030801 POOR             TXDOT
 CV0066
 CV0066                          STATION DESCRIPTION
 CV0066
 CV0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0066'4.2 MI E FROM ANDREWS.
 CV0066'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0066'COURTHOUSE AT ANDREWS, THENCE 4.1 MILES EAST ALONG STATE HIGHWAY 176,
 CV0066'57 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE
 CV0066'SOUTHWEST OF A WIND MILL, 36 FEET EAST OF A TEE FENCE CORNER, 1 1/2
 CV0066'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 1 1/2 FEET EAST OF A WHITE
 CV0066'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 CV0066'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CV0066
 CV0066                          STATION RECOVERY (2003)
 CV0066
 CV0066'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0066'MARK IS 2.5 FEET NORTH OF THE CORNER OF AN IRON PIPE FENCE AT THE
 CV0066'SOUTHEAST CORNER OF ANDREWS COUNTY ROAD SE2801 AND STATE HIGHWAY 176.
 CV0066'DIRT AROUND MARK HAS BEEN REWORKED. MARK IS NOW PROJECTING 2.4 FEET
 CV0066'ABOVE GROUND LEVEL AND HAS BEEN DISTURBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0090 ***********************************************************************
 CV0090  DESIGNATION -  M 1126
 CV0090  PID         -  CV0090
 CV0090  STATE/COUNTY-  TX/MIDLAND
 CV0090  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0090
 CV0090                         *CURRENT SURVEY CONTROL
 CV0090  ___________________________________________________________________
 CV0090* NAD 83(1986)-  32 02 46.     (N)    102 05 02.     (W)     SCALED    
 CV0090* NAVD 88     -       851.696  (meters)    2794.27   (feet)  ADJUSTED  
 CV0090  ___________________________________________________________________
 CV0090  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CV0090  DYNAMIC HT  -         850.498 (meters)    2790.34  (feet)  COMP
 CV0090  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 CV0090
 CV0090  VERT ORDER  -  SECOND    CLASS 0
 CV0090
 CV0090.The horizontal coordinates were scaled from a topographic map and have
 CV0090.an estimated accuracy of +/- 6 seconds.
 CV0090
 CV0090.The orthometric height was determined by differential leveling
 CV0090.and adjusted by the National Geodetic Survey in June 1991..
 CV0090
 CV0090.The geoid height was determined by GEOID03.
 CV0090
 CV0090.The dynamic height is computed by dividing the NAVD 88
 CV0090.geopotential number by the normal gravity value computed on the
 CV0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0090.degrees latitude (g = 980.6199 gals.).
 CV0090
 CV0090.The modeled gravity was interpolated from observed gravity values.
 CV0090
 CV0090;                    North         East    Units  Estimated Accuracy
 CV0090;SPC TX C     - 3,265,090.      534,670.      MT  (+/- 180 meters Scaled)
 CV0090
 CV0090                          SUPERSEDED SURVEY CONTROL
 CV0090
 CV0090  NGVD 29 (??/??/92)  851.324  (m)         2793.05   (f) ADJ UNCH    2 0
 CV0090
 CV0090.Superseded values are not recommended for survey control.
 CV0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0090.See file dsdata.txt to determine how the superseded data were derived.
 CV0090
 CV0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR753492(NAD 83)
 CV0090_MARKER: DB = BENCH MARK DISK
 CV0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0090_STAMPING: M 1126 1958
 CV0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0090+STABILITY: SURFACE MOTION
 CV0090
 CV0090  HISTORY     - Date     Condition        Report By
 CV0090  HISTORY     - 1958     MONUMENTED       CGS
 CV0090  HISTORY     - 20010217 GOOD             USPSQD
 CV0090
 CV0090                          STATION DESCRIPTION
 CV0090
 CV0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0090'3.5 MI NW FROM MIDLAND.
 CV0090'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE IN
 CV0090'MIDLAND, THENCE 3.4 MILES NORTHWEST ALONG STATE HIGHWAY 349, 66 FEET
 CV0090'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT THE NORTHWEST CORNER
 CV0090'OF THE RESTHAVEN MEMORIAL PARK, 6 FEET NORTHWEST OF A SMALL CEDAR
 CV0090'TREE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CV0090'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CV0090'INCHES.
 CV0090
 CV0090                          STATION RECOVERY (2001)
 CV0090
 CV0090'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CV0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0114 ***********************************************************************
 CV0114  DESIGNATION -  M 1127
 CV0114  PID         -  CV0114
 CV0114  STATE/COUNTY-  TX/MARTIN
 CV0114  USGS QUAD   -  BIRD RANCH (1966)
 CV0114
 CV0114                         *CURRENT SURVEY CONTROL
 CV0114  ___________________________________________________________________
 CV0114* NAD 83(1986)-  32 22 18.     (N)    102 08 36.     (W)     SCALED    
 CV0114* NAVD 88     -       885.319  (meters)    2904.58   (feet)  ADJUSTED  
 CV0114  ___________________________________________________________________
 CV0114  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CV0114  DYNAMIC HT  -         884.085 (meters)    2900.54  (feet)  COMP
 CV0114  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 CV0114
 CV0114  VERT ORDER  -  SECOND    CLASS 0
 CV0114
 CV0114.The horizontal coordinates were scaled from a topographic map and have
 CV0114.an estimated accuracy of +/- 6 seconds.
 CV0114
 CV0114.The orthometric height was determined by differential leveling
 CV0114.and adjusted by the National Geodetic Survey in June 1991..
 CV0114
 CV0114.The geoid height was determined by GEOID03.
 CV0114
 CV0114.The dynamic height is computed by dividing the NAVD 88
 CV0114.geopotential number by the normal gravity value computed on the
 CV0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0114.degrees latitude (g = 980.6199 gals.).
 CV0114
 CV0114.The modeled gravity was interpolated from observed gravity values.
 CV0114
 CV0114;                    North         East    Units  Estimated Accuracy
 CV0114;SPC TXNC     - 2,084,120.      257,210.      MT  (+/- 180 meters Scaled)
 CV0114
 CV0114                          SUPERSEDED SURVEY CONTROL
 CV0114
 CV0114  NGVD 29 (??/??/92)  884.968  (m)         2903.43   (f) ADJ UNCH    2 0
 CV0114
 CV0114.Superseded values are not recommended for survey control.
 CV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0114.See file dsdata.txt to determine how the superseded data were derived.
 CV0114
 CV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR687852(NAD 83)
 CV0114_MARKER: DB = BENCH MARK DISK
 CV0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0114_STAMPING: M 1127 1958
 CV0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0114+STABILITY: SURFACE MOTION
 CV0114
 CV0114  HISTORY     - Date     Condition        Report By
 CV0114  HISTORY     - 1958     MONUMENTED       CGS
 CV0114  HISTORY     - 20030103 MARK NOT FOUND   TXDOT
 CV0114
 CV0114                          STATION DESCRIPTION
 CV0114
 CV0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0114'26.8 MI N FROM MIDLAND.
 CV0114'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0114'MIDLAND, THENCE 26.7 MILES NORTH ALONG STATE HIGHWAY 349, ABOUT 27.8
 CV0114'MILES SOUTHWEST OF THE COUNTY COURTHOUSE AT LAMESA, 59 FEET NORTHWEST
 CV0114'OF THE CENTER LINE OF THE HIGHWAY, 248 FEET NORTH OF THE NORTHEAST END
 CV0114'OF THE HEAD WALL OF A PIPE CULVERT, 1 FOOT SOUTHEAST OF THE NORTHWEST
 CV0114'RIGHT OF WAY FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 CV0114'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0114'PROJECTING 9 INCHES.
 CV0114
 CV0114                          STATION RECOVERY (2003)
 CV0114
 CV0114'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0717 ***********************************************************************
 CU0717  DESIGNATION -  M 1128
 CU0717  PID         -  CU0717
 CU0717  STATE/COUNTY-  TX/DAWSON
 CU0717  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0717
 CU0717                         *CURRENT SURVEY CONTROL
 CU0717  ___________________________________________________________________
 CU0717* NAD 83(1986)-  32 41 07.     (N)    101 57 42.     (W)     SCALED    
 CU0717* NAVD 88     -       902.051  (meters)    2959.48   (feet)  ADJUSTED  
 CU0717  ___________________________________________________________________
 CU0717  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CU0717  DYNAMIC HT  -         900.847 (meters)    2955.53  (feet)  COMP
 CU0717  MODELED GRAV-     979,272.4   (mgal)                       NAVD 88
 CU0717
 CU0717  VERT ORDER  -  SECOND    CLASS 0
 CU0717
 CU0717.The horizontal coordinates were scaled from a topographic map and have
 CU0717.an estimated accuracy of +/- 6 seconds.
 CU0717
 CU0717.The orthometric height was determined by differential leveling
 CU0717.and adjusted by the National Geodetic Survey in June 1991..
 CU0717
 CU0717.The geoid height was determined by GEOID03.
 CU0717
 CU0717.The dynamic height is computed by dividing the NAVD 88
 CU0717.geopotential number by the normal gravity value computed on the
 CU0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0717.degrees latitude (g = 980.6199 gals.).
 CU0717
 CU0717.The modeled gravity was interpolated from observed gravity values.
 CU0717
 CU0717;                    North         East    Units  Estimated Accuracy
 CU0717;SPC TXNC     - 2,118,300.      275,450.      MT  (+/- 180 meters Scaled)
 CU0717
 CU0717                          SUPERSEDED SURVEY CONTROL
 CU0717
 CU0717  NGVD 29 (??/??/92)  901.71   (m)         2958.4    (f) COMPUTED    2 0
 CU0717
 CU0717.Superseded values are not recommended for survey control.
 CU0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0717.See file dsdata.txt to determine how the superseded data were derived.
 CU0717
 CU0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB223202(NAD 83)
 CU0717_MARKER: DB = BENCH MARK DISK
 CU0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0717_STAMPING: M 1128 1958
 CU0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0717+STABILITY: SURFACE MOTION
 CU0717
 CU0717  HISTORY     - Date     Condition        Report By
 CU0717  HISTORY     - 1958     MONUMENTED       CGS
 CU0717  HISTORY     - 20030207 MARK NOT FOUND   TXDOT
 CU0717
 CU0717                          STATION DESCRIPTION
 CU0717
 CU0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CU0717'3.9 MI SW FROM LAMESA.
 CU0717'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CU0717'AT LAMESA, THENCE 3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 51 FEET
 CU0717'EAST OF THE CENTER LINE OF THE HIGHWAY, 145 FEET NORTH OF A FENCE
 CU0717'CORNER, 1 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, 2 FEET SOUTH OF A
 CU0717'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CU0717'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CU0717
 CU0717                          STATION RECOVERY (2003)
 CU0717
 CU0717'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CU0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1309 ***********************************************************************
 FL1309  DESIGNATION -  M 1129
 FL1309  PID         -  FL1309
 FL1309  STATE/COUNTY-  TX/CARSON
 FL1309  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1309
 FL1309                         *CURRENT SURVEY CONTROL
 FL1309  ___________________________________________________________________
 FL1309* NAD 83(1986)-  35 17 22.     (N)    101 31 48.     (W)     SCALED    
 FL1309* NAVD 88     -      1070.838  (meters)    3513.24   (feet)  ADJUSTED  
 FL1309  ___________________________________________________________________
 FL1309  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL1309  DYNAMIC HT  -        1069.568 (meters)    3509.07  (feet)  COMP
 FL1309  MODELED GRAV-     979,410.9   (mgal)                       NAVD 88
 FL1309
 FL1309  VERT ORDER  -  SECOND    CLASS II
 FL1309
 FL1309.The horizontal coordinates were scaled from a topographic map and have
 FL1309.an estimated accuracy of +/- 6 seconds.
 FL1309
 FL1309.The orthometric height was determined by differential leveling
 FL1309.and adjusted by the National Geodetic Survey in June 1991..
 FL1309
 FL1309.The geoid height was determined by GEOID03.
 FL1309
 FL1309.The dynamic height is computed by dividing the NAVD 88
 FL1309.geopotential number by the normal gravity value computed on the
 FL1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1309.degrees latitude (g = 980.6199 gals.).
 FL1309
 FL1309.The modeled gravity was interpolated from observed gravity values.
 FL1309
 FL1309;                    North         East    Units  Estimated Accuracy
 FL1309;SPC TX N     - 1,143,050.      197,270.      MT  (+/- 180 meters Scaled)
 FL1309
 FL1309                          SUPERSEDED SURVEY CONTROL
 FL1309
 FL1309  NGVD 29 (??/??/92) 1070.329  (m)         3511.57   (f) ADJ UNCH    2 2
 FL1309
 FL1309.Superseded values are not recommended for survey control.
 FL1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1309.See file dsdata.txt to determine how the superseded data were derived.
 FL1309
 FL1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE699080(NAD 83)
 FL1309_MARKER: DB = BENCH MARK DISK
 FL1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1309_SP_SET: CULVERT
 FL1309_STAMPING: M 1129 1974
 FL1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1309
 FL1309  HISTORY     - Date     Condition        Report By
 FL1309  HISTORY     - 1974     MONUMENTED       NGS
 FL1309
 FL1309                          STATION DESCRIPTION
 FL1309
 FL1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1309'9 MI W FROM PANHANDLE.
 FL1309'FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 207, WHICH
 FL1309'IS LOCATED AT THE WEST EDGE OF PANHANDLE, GO WEST ON U.S. HWY. 60 FOR
 FL1309'7.0 MILES TO THE LEE RAILROAD SIDING ON THE RIGHT.  CONTINUE WEST ON
 FL1309'U.S. HWY 60 FOR 2.0 MILES TO A CROSS-OVER ON THE LEFT AND MARK ON THE
 FL1309'LEFT, IN THE EAST HEAD-WALL OF CONCRETE CULVERT.  STANDARD BENCH MARK
 FL1309'DISK, SET IN A DRILL HOLE, IN THE EAST HEAD-WALL OF CONCRETE CULVERT
 FL1309'AT CROSS-OVER, BETWEEN EAST BOUND AND WEST BOUND TRAFFIC LANES OF U.S.
 FL1309'HWY. 60, IT IS STAMPED M 1129 1974.  IT IS 18 TELEPHONE POLES WEST OF
 FL1309'MILE-POST 535, 50 FEET NORTH OF THE CENTER-LINE OF THE EAST BOUND
 FL1309'TRAFFIC LANE OF U.S. HWY. 60, 48 FEET SOUTH OF THE WEST BOUND TRAFFIC
 FL1309'LANE OF U.S. HWY. 60 AND 30 FEET EAST OF THE CENTER OF CROSS-OVER AND
 FL1309'IS ABOUT THE SAME ELEVATION AS THE HIGHWAY ROAD-BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0571 ***********************************************************************
 DO0571  DESIGNATION -  M 113
 DO0571  PID         -  DO0571
 DO0571  STATE/COUNTY-  TX/FOARD
 DO0571  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0571
 DO0571                         *CURRENT SURVEY CONTROL
 DO0571  ___________________________________________________________________
 DO0571* NAD 83(1986)-  33 51 47.     (N)    099 47 37.     (W)     SCALED    
 DO0571* NAVD 88     -       444.358  (meters)    1457.86   (feet)  ADJUSTED  
 DO0571  ___________________________________________________________________
 DO0571  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0571  DYNAMIC HT  -         443.842 (meters)    1456.17  (feet)  COMP
 DO0571  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 DO0571
 DO0571  VERT ORDER  -  FIRST     CLASS II
 DO0571
 DO0571.The horizontal coordinates were scaled from a topographic map and have
 DO0571.an estimated accuracy of +/- 6 seconds.
 DO0571
 DO0571.The orthometric height was determined by differential leveling
 DO0571.and adjusted by the National Geodetic Survey in June 1991..
 DO0571
 DO0571.The geoid height was determined by GEOID03.
 DO0571
 DO0571.The dynamic height is computed by dividing the NAVD 88
 DO0571.geopotential number by the normal gravity value computed on the
 DO0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0571.degrees latitude (g = 980.6199 gals.).
 DO0571
 DO0571.The modeled gravity was interpolated from observed gravity values.
 DO0571
 DO0571;                    North         East    Units  Estimated Accuracy
 DO0571;SPC TXNC     - 2,244,300.      480,310.      MT  (+/- 180 meters Scaled)
 DO0571
 DO0571                          SUPERSEDED SURVEY CONTROL
 DO0571
 DO0571  NGVD 29 (??/??/92)  444.204  (m)         1457.36   (f) ADJ UNCH    1 2
 DO0571
 DO0571.Superseded values are not recommended for survey control.
 DO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0571.See file dsdata.txt to determine how the superseded data were derived.
 DO0571
 DO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC265472(NAD 83)
 DO0571_MARKER: DB = BENCH MARK DISK
 DO0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0571_STAMPING: 1457.359 M 113 1933
 DO0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0571+STABILITY: SURFACE MOTION
 DO0571
 DO0571  HISTORY     - Date     Condition        Report By
 DO0571  HISTORY     - 1933     MONUMENTED       CGS
 DO0571  HISTORY     - 1958     GOOD             NGS
 DO0571
 DO0571                          STATION DESCRIPTION
 DO0571
 DO0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0571'1.5 MI S FROM FOARD CITY.
 DO0571'1.5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM FOARD
 DO0571'CITY, FOARD COUNTY, AT MILEAGE 530.4, 500 FEET SOUTH OF A SMALL CUT,
 DO0571'AND 36 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 DO0571'STAMPED 1457.359 M 113 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DO0571'NOTE-- THE MARK IS JUST SOUTH OF A PRIVATE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0187 ***********************************************************************
 CB0187  DESIGNATION -  M 113 USGS
 CB0187  PID         -  CB0187
 CB0187  STATE/COUNTY-  TX/IRION
 CB0187  USGS QUAD   -  MERTZON (1987)
 CB0187
 CB0187                         *CURRENT SURVEY CONTROL
 CB0187  ___________________________________________________________________
 CB0187* NAD 83(1986)-  31 18 45.     (N)    100 47 10.     (W)     SCALED    
 CB0187* NAVD 88     -       650.103  (meters)    2132.88   (feet)  ADJUSTED  
 CB0187  ___________________________________________________________________
 CB0187  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CB0187  DYNAMIC HT  -         649.196 (meters)    2129.90  (feet)  COMP
 CB0187  MODELED GRAV-     979,222.9   (mgal)                       NAVD 88
 CB0187
 CB0187  VERT ORDER  -  FIRST     CLASS II
 CB0187
 CB0187.The horizontal coordinates were scaled from a topographic map and have
 CB0187.an estimated accuracy of +/- 6 seconds.
 CB0187
 CB0187.The orthometric height was determined by differential leveling
 CB0187.and adjusted by the National Geodetic Survey in June 1991..
 CB0187.WARNING-Repeat measurements at this control monument indicate possible
 CB0187.vertical movement.
 CB0187
 CB0187.The geoid height was determined by GEOID03.
 CB0187
 CB0187.The dynamic height is computed by dividing the NAVD 88
 CB0187.geopotential number by the normal gravity value computed on the
 CB0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0187.degrees latitude (g = 980.6199 gals.).
 CB0187
 CB0187.The modeled gravity was interpolated from observed gravity values.
 CB0187
 CB0187;                    North         East    Units  Estimated Accuracy
 CB0187;SPC TX C     - 3,182,540.      656,900.      MT  (+/- 180 meters Scaled)
 CB0187
 CB0187                          SUPERSEDED SURVEY CONTROL
 CB0187
 CB0187  NGVD 29 (??/??/92)  649.955  (m)         2132.39   (f) ADJ UNCH    1 2
 CB0187
 CB0187.Superseded values are not recommended for survey control.
 CB0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0187.See file dsdata.txt to determine how the superseded data were derived.
 CB0187
 CB0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV300656(NAD 83)
 CB0187_MARKER: DB = BENCH MARK DISK
 CB0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0187_STAMPING: M-113-23
 CB0187_MARK LOGO: USGS  
 CB0187_PROJECTION: PROJECTING 10 CENTIMETERS
 CB0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0187+STABILITY: SURFACE MOTION
 CB0187
 CB0187  HISTORY     - Date     Condition        Report By
 CB0187  HISTORY     - UNK      MONUMENTED       USGS
 CB0187  HISTORY     - 1934     GOOD             NGS
 CB0187  HISTORY     - 1940     GOOD             NGS
 CB0187  HISTORY     - 1981     GOOD             NGS
 CB0187
 CB0187                          STATION DESCRIPTION
 CB0187
 CB0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0187'4.7 MI NE FROM MERTZON.
 CB0187'4.7 MILES NE OF AND ALONG THE PANHANDLE AND S.F.R.R. 42 FT. SE OF
 CB0187'CENTER OF TRACK.  22 FT. NE OF CENTER OF PRIVATE ROAD CROSSING AND 2
 CB0187'FT. NW OF R/W FENCE.
 CB0187
 CB0187                          STATION RECOVERY (1940)
 CB0187
 CB0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0187'RECOVERED IN GOOD CONDITION.
 CB0187
 CB0187                          STATION RECOVERY (1981)
 CB0187
 CB0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0187'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0187'MERTZON, THENCE 7.1 KM (4.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 67,
 CB0187'48.2 METERS (158.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CB0187'13.6 METERS (44.6 FT) SOUTHEAST OF THE NEAR RAIL OF THE ATCHISON,
 CB0187'TOPEKA AND SANTA FE RAILROAD, 7.8 METERS (25.6 FT) NORTHEAST OF THE
 CB0187'CENTER OF A WIRE GATE AND FIELD ROAD LEADING SOUTH AND 0.6 METER (2.0
 CB0187'FT) NORTHWEST OF A FENCE.
 CB0187'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CB0187'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1118 ***********************************************************************
 FL1118  DESIGNATION -  M 1131
 FL1118  PID         -  FL1118
 FL1118  STATE/COUNTY-  TX/RANDALL
 FL1118  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1118
 FL1118                         *CURRENT SURVEY CONTROL
 FL1118  ___________________________________________________________________
 FL1118* NAD 83(1986)-  35 01 01.     (N)    101 54 26.     (W)     SCALED    
 FL1118* NAVD 88     -      1081.453  (meters)    3548.07   (feet)  ADJUSTED  
 FL1118  ___________________________________________________________________
 FL1118  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1118  DYNAMIC HT  -        1080.148 (meters)    3543.79  (feet)  COMP
 FL1118  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 FL1118
 FL1118  VERT ORDER  -  FIRST     CLASS II
 FL1118
 FL1118.The horizontal coordinates were scaled from a topographic map and have
 FL1118.an estimated accuracy of +/- 6 seconds.
 FL1118
 FL1118.The orthometric height was determined by differential leveling
 FL1118.and adjusted by the National Geodetic Survey in June 1991..
 FL1118
 FL1118.The geoid height was determined by GEOID03.
 FL1118
 FL1118.The dynamic height is computed by dividing the NAVD 88
 FL1118.geopotential number by the normal gravity value computed on the
 FL1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1118.degrees latitude (g = 980.6199 gals.).
 FL1118
 FL1118.The modeled gravity was interpolated from observed gravity values.
 FL1118
 FL1118;                    North         East    Units  Estimated Accuracy
 FL1118;SPC TX N     - 1,112,890.      162,840.      MT  (+/- 180 meters Scaled)
 FL1118
 FL1118                          SUPERSEDED SURVEY CONTROL
 FL1118
 FL1118  NGVD 29 (??/??/92) 1080.970  (m)         3546.48   (f) ADJ UNCH    1 2
 FL1118
 FL1118.Superseded values are not recommended for survey control.
 FL1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1118.See file dsdata.txt to determine how the superseded data were derived.
 FL1118
 FL1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD347787(NAD 83)
 FL1118_MARKER: DB = BENCH MARK DISK
 FL1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1118_SP_SET: CULVERT
 FL1118_STAMPING: M 1131 1958
 FL1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1118
 FL1118  HISTORY     - Date     Condition        Report By
 FL1118  HISTORY     - 1958     MONUMENTED       CGS
 FL1118  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1118
 FL1118                          STATION DESCRIPTION
 FL1118
 FL1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1118'3.3 MI NE FROM CANYON.
 FL1118'ABOUT 3.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL1118'FROM THE STATION AT CANYON, 3 1/2 TELEPHONE POLES SOUTH OF MILE POST
 FL1118'567, IN THE TOP OF THE EAST END OF THE WEST HEADWALL OF A 48-INCH
 FL1118'CULVERT, 8 TELEPHONE POLES NORTH OF A ROAD CROSSING, 18 FEET WEST OF
 FL1118'THE NEAR RAIL OF THE MAIN TRACK, AND 7 FEET BELOW THE TRACK.
 FL1118
 FL1118                          STATION RECOVERY (1985)
 FL1118
 FL1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1118'THE RAILROAD GRADE HAS BEEN WIDENED, THE MARK MAY BE IN PLACE UNDER
 FL1118'THE FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1679 ***********************************************************************
 AW1679  DESIGNATION -  M 1134
 AW1679  PID         -  AW1679
 AW1679  STATE/COUNTY-  TX/GALVESTON
 AW1679  USGS QUAD   -  GALVESTON (1994)
 AW1679
 AW1679                         *CURRENT SURVEY CONTROL
 AW1679  ___________________________________________________________________
 AW1679* NAD 83(1986)-  29 21 59.     (N)    094 45 44.     (W)     SCALED    
 AW1679* NAVD 88     -         0.87   (+/-2cm)       2.9    (feet)  VERTCON   
 AW1679  ___________________________________________________________________
 AW1679  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1679
 AW1679  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1679
 AW1679.The horizontal coordinates were scaled from a topographic map and have
 AW1679.an estimated accuracy of +/- 6 seconds.
 AW1679
 AW1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1679.The vertical order pertains to the NGVD 29 superseded value.
 AW1679
 AW1679.The geoid height was determined by GEOID03.
 AW1679
 AW1679;                    North         East    Units  Estimated Accuracy
 AW1679;SPC TXSC     - 4,177,360.    1,011,310.      MT  (+/- 180 meters Scaled)
 AW1679
 AW1679                          SUPERSEDED SURVEY CONTROL
 AW1679
 AW1679  NGVD 29 (??/??/92)    0.864  (m)            2.83   (f) ADJ UNCH    1 2
 AW1679
 AW1679.Superseded values are not recommended for survey control.
 AW1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1679.See file dsdata.txt to determine how the superseded data were derived.
 AW1679
 AW1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN289498(NAD 83)
 AW1679_MARKER: DB = BENCH MARK DISK
 AW1679_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1679_SP_SET: 48 FT.
 AW1679_STAMPING: M 1134 1958
 AW1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1679
 AW1679  HISTORY     - Date     Condition        Report By
 AW1679  HISTORY     - 1958     MONUMENTED       CGS
 AW1679  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1679  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1679  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1679  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1679  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1679  HISTORY     - 20000510 MARK NOT FOUND   USPSQD
 AW1679  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 AW1679  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AW1679
 AW1679                          STATION DESCRIPTION
 AW1679
 AW1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1679'1.0 MI NE FROM PORT BOLIVAR.
 AW1679'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY LANDING
 AW1679'AT PORT BOLIVAR, 89 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW1679'63 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING SOUTHEAST, 5
 AW1679'FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A METAL WITNESS
 AW1679'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 AW1679'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND
 AW1679'IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 AW1679
 AW1679                          STATION RECOVERY (1978)
 AW1679
 AW1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1679'MARK NOT FOUND.
 AW1679
 AW1679                          STATION RECOVERY (1987)
 AW1679
 AW1679'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1679'MARK NOT FOUND.
 AW1679
 AW1679                          STATION RECOVERY (1987)
 AW1679
 AW1679'RECOVERY NOTE BY US POWER SQUADRON 1987 (BNG)
 AW1679'MARK NOT FOUND.
 AW1679
 AW1679                          STATION RECOVERY (1989)
 AW1679
 AW1679'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW1679'MARK NOT FOUND.
 AW1679
 AW1679                          STATION RECOVERY (1995)
 AW1679
 AW1679'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1679'MARK NOT FOUND.
 AW1679
 AW1679                          STATION RECOVERY (2000)
 AW1679
 AW1679'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW1679'MARK NOT FOUND.
 AW1679
 AW1679                          STATION RECOVERY (2001)
 AW1679
 AW1679'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1679'MARK NOT FOUND.
 AW1679
 AW1679                          STATION RECOVERY (2003)
 AW1679
 AW1679'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0263 ***********************************************************************
 BL0263  DESIGNATION -  M 1135
 BL0263  PID         -  BL0263
 BL0263  STATE/COUNTY-  TX/JEFFERSON
 BL0263  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0263
 BL0263                         *CURRENT SURVEY CONTROL
 BL0263  ___________________________________________________________________
 BL0263* NAD 83(1986)-  30 02 53.     (N)    094 06 02.     (W)     SCALED    
 BL0263* NAVD 88     -         6.67   (+/-2cm)      21.9    (feet)  VERTCON   
 BL0263  ___________________________________________________________________
 BL0263  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0263
 BL0263  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0263
 BL0263.The horizontal coordinates were scaled from a topographic map and have
 BL0263.an estimated accuracy of +/- 6 seconds.
 BL0263
 BL0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0263.The vertical order pertains to the NGVD 29 superseded value.
 BL0263
 BL0263.The geoid height was determined by GEOID03.
 BL0263
 BL0263;                    North         East    Units  Estimated Accuracy
 BL0263;SPC TXSC     - 4,255,350.    1,072,340.      MT  (+/- 180 meters Scaled)
 BL0263
 BL0263                          SUPERSEDED SURVEY CONTROL
 BL0263
 BL0263  NGVD 29 (??/??/92)    6.668  (m)           21.88   (f) ADJ UNCH    1 2
 BL0263
 BL0263.Superseded values are not recommended for survey control.
 BL0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0263.See file dsdata.txt to determine how the superseded data were derived.
 BL0263
 BL0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP939246(NAD 83)
 BL0263_MARKER: DB = BENCH MARK DISK
 BL0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0263_STAMPING: M 1135- 1958
 BL0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0263+STABILITY: SURFACE MOTION
 BL0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0263+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 BL0263
 BL0263  HISTORY     - Date     Condition        Report By
 BL0263  HISTORY     - 1958     MONUMENTED       CGS
 BL0263  HISTORY     - 1972     GOOD             NGS
 BL0263  HISTORY     - 1984     GOOD             USPSQD
 BL0263  HISTORY     - 19870919 GOOD             USPSQD
 BL0263  HISTORY     - 1988     GOOD             USPSQD
 BL0263  HISTORY     - 19890203 GOOD             USPSQD
 BL0263  HISTORY     - 19940817 GOOD             USPSQD
 BL0263  HISTORY     - 20010331 GOOD             NGS
 BL0263  HISTORY     - 20010331 GOOD             NGS
 BL0263  HISTORY     - 20031110 GOOD             USPSQD
 BL0263  HISTORY     - 20050202 GOOD             USPSQD
 BL0263
 BL0263                          STATION DESCRIPTION
 BL0263
 BL0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0263'1.65 MI SE FROM BEAUMONT.
 BL0263'1.65 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BL0263'CROSSING OF COLLEGE STREET, 114.0 FEET NORTHWEST OF CENTER OF CROSSING
 BL0263'WITH BURTON STREET, 39.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28.6
 BL0263'FEET NORTH OF THE NORTH CORNER OF FRAME HOUSE NO. 1680 ON BURTON
 BL0263'STREET, 15.0 FEET SOUTHEAST OF A TELEPHONE POLE.  A STANDARD DISK IN
 BL0263'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 4.0 FEET
 BL0263'BELOW THE RAILROAD.
 BL0263
 BL0263                          STATION RECOVERY (1984)
 BL0263
 BL0263'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0263'MARKER IS APPROX: 125 FEET FROM CENTER SOUTHERN PACIFIC RAILROAD
 BL0263'TRACK AND BURTON STREET INTERSECTION ON BOYSCOUT COMPASS BEARING
 BL0263'3210.
 BL0263
 BL0263                          STATION RECOVERY (1987)
 BL0263
 BL0263'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0263'RECOVERED IN GOOD CONDITION.
 BL0263
 BL0263                          STATION RECOVERY (1988)
 BL0263
 BL0263'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0263'RECOVERED IN GOOD CONDITION.
 BL0263
 BL0263                          STATION RECOVERY (1989)
 BL0263
 BL0263'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0263'RECOVERED IN GOOD CONDITION.
 BL0263
 BL0263                          STATION RECOVERY (1994)
 BL0263
 BL0263'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0263'RECOVERED IN GOOD CONDITION.
 BL0263
 BL0263                          STATION RECOVERY (2001)
 BL0263
 BL0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0263'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0263
 BL0263                          STATION RECOVERY (2001)
 BL0263
 BL0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0263'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0263
 BL0263                          STATION RECOVERY (2003)
 BL0263
 BL0263'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0263'RECOVERED IN GOOD CONDITION.
 BL0263
 BL0263                          STATION RECOVERY (2005)
 BL0263
 BL0263'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1419 ***********************************************************************
 AW1419  DESIGNATION -  M 1136
 AW1419  PID         -  AW1419
 AW1419  STATE/COUNTY-  TX/CHAMBERS
 AW1419  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1419
 AW1419                         *CURRENT SURVEY CONTROL
 AW1419  ___________________________________________________________________
 AW1419* NAD 83(1986)-  29 39 55.     (N)    094 34 10.     (W)     SCALED    
 AW1419* NAVD 88     -         2.80   (+/-2cm)       9.2    (feet)  VERTCON   
 AW1419  ___________________________________________________________________
 AW1419  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1419
 AW1419  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1419
 AW1419.The horizontal coordinates were scaled from a topographic map and have
 AW1419.an estimated accuracy of +/- 6 seconds.
 AW1419
 AW1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1419.The vertical order pertains to the NGVD 29 superseded value.
 AW1419
 AW1419.The geoid height was determined by GEOID03.
 AW1419
 AW1419;                    North         East    Units  Estimated Accuracy
 AW1419;SPC TXSC     - 4,211,150.    1,028,760.      MT  (+/- 180 meters Scaled)
 AW1419
 AW1419                          SUPERSEDED SURVEY CONTROL
 AW1419
 AW1419  NGVD 29 (??/??/92)    2.803  (m)            9.20   (f) ADJ UNCH    1 2
 AW1419
 AW1419.Superseded values are not recommended for survey control.
 AW1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1419.See file dsdata.txt to determine how the superseded data were derived.
 AW1419
 AW1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN481827(NAD 83)
 AW1419_MARKER: DB = BENCH MARK DISK
 AW1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1419_STAMPING: M 1136 1959
 AW1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1419+STABILITY: SURFACE MOTION
 AW1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1419+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1419
 AW1419  HISTORY     - Date     Condition        Report By
 AW1419  HISTORY     - 1959     MONUMENTED       CGS
 AW1419  HISTORY     - 1971     GOOD             NGS
 AW1419  HISTORY     - 1978     GOOD             NGS
 AW1419  HISTORY     - 19970510 GOOD             USPSQD
 AW1419  HISTORY     - 20010331 GOOD             NGS
 AW1419  HISTORY     - 20040308 GOOD             USPSQD
 AW1419  HISTORY     - 20050314 GOOD             USPSQD
 AW1419
 AW1419                          STATION DESCRIPTION
 AW1419
 AW1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1419'14.5 MI SE FROM ANAHUAC.
 AW1419'ABOUT 0.1 MILE EAST ALONG MILLER STREET FROM THE COURTHOUSE AT
 AW1419'ANAHUAC, THENCE ABOUT 7.4 MILES SOUTH ALONG FARM ROAD 564, THENCE
 AW1419'ABOUT 3.1 MILES EAST ALONG A PAVED ROAD, THENCE ABOUT 1.0 MILE
 AW1419'SOUTHEAST ALONG FARM ROAD 562, THENCE ABOUT 2.9 MILES EAST ALONG FARM
 AW1419'ROAD 1985, ABOUT 0.1 MILE EAST OF A SHELL ROAD LEADING SOUTH, 154 FEET
 AW1419'WEST OF THE WEST EDGE OF AN IRRIGATION DITCH, 16 FEET WEST OF THE
 AW1419'CENTER LINE OF A GATE, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A
 AW1419'CONCRETE WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD,
 AW1419'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW1419
 AW1419                          STATION RECOVERY (1971)
 AW1419
 AW1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1419'RECOVERED IN GOOD CONDITION.
 AW1419
 AW1419                          STATION RECOVERY (1978)
 AW1419
 AW1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1419'ADD=60 FEET OF POWER POLE NUMBER 2791.
 AW1419
 AW1419                          STATION RECOVERY (1997)
 AW1419
 AW1419'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1419'RECOVERED IN GOOD CONDITION.
 AW1419
 AW1419                          STATION RECOVERY (2001)
 AW1419
 AW1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1419'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1419
 AW1419                          STATION RECOVERY (2004)
 AW1419
 AW1419'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1419'GO TO N29 39 54.0 W094 34 08.7
 AW1419
 AW1419                          STATION RECOVERY (2005)
 AW1419
 AW1419'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2604 ***********************************************************************
 AW2604  DESIGNATION -  M 1137 RESET 1964
 AW2604  PID         -  AW2604
 AW2604  STATE/COUNTY-  TX/GALVESTON
 AW2604  USGS QUAD   -  GALVESTON (1994)
 AW2604
 AW2604                         *CURRENT SURVEY CONTROL
 AW2604  ___________________________________________________________________
 AW2604* NAD 83(1986)-  29 16 31.     (N)    094 49 50.     (W)     SCALED    
 AW2604* NAVD 88     -         1.09   (+/-2cm)       3.6    (feet)  VERTCON   
 AW2604  ___________________________________________________________________
 AW2604  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW2604
 AW2604  VERT ORDER  -  THIRD (See Below)
 AW2604
 AW2604.The horizontal coordinates were scaled from a topographic map and have
 AW2604.an estimated accuracy of +/- 6 seconds.
 AW2604
 AW2604.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2604.The vertical order pertains to the NGVD 29 superseded value.
 AW2604
 AW2604.The geoid height was determined by GEOID03.
 AW2604
 AW2604;                    North         East    Units  Estimated Accuracy
 AW2604;SPC TXSC     - 4,167,030.    1,005,040.      MT  (+/- 180 meters Scaled)
 AW2604
 AW2604                          SUPERSEDED SURVEY CONTROL
 AW2604
 AW2604  NGVD 29 (??/??/??)    1.09   (m)            3.6    (f) RESET       3  
 AW2604
 AW2604.Superseded values are not recommended for survey control.
 AW2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2604.See file dsdata.txt to determine how the superseded data were derived.
 AW2604
 AW2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN221398(NAD 83)
 AW2604_MARKER: DB = BENCH MARK DISK
 AW2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2604_STAMPING: M 1137 RESET 1964
 AW2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2604+STABILITY: SURFACE MOTION
 AW2604
 AW2604  HISTORY     - Date     Condition        Report By
 AW2604  HISTORY     - 1964     MONUMENTED       CGS
 AW2604  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2604  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2604  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2604  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2604  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2604  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 AW2604  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AW2604
 AW2604                          STATION DESCRIPTION
 AW2604
 AW2604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2604'IN GALVESTON.
 AW2604'0.65 MILE NORTHWEST ALONG 61ST STREET FROM THE JUNCTION OF SEA WALL
 AW2604'BOULEVARD AND 61ST STREET, ABOUT 150 YARDS SOUTHEAST OF THE STREET
 AW2604'INTERSECTION OF STEWART ROAD AND 61ST STREET, AT THE NORTHEAST CORNER
 AW2604'OF THE CALVARY CEMENTERY, ON THE SOUTHWEST ROAD RIGHT-OF-WAY LINE, 1
 AW2604'FOOT NORTHWEST OF THE CORNER POST OF THE FENCE, AND 1 FOOT SOUTHEAST
 AW2604'OF A METAL WITNESS POST, AND SET IN A 12 X 12 IN. CONCRETE POST WHICH
 AW2604'PROJECTS ABOUT 6 INCHES.  NOTE-- BELIEVED DESTROYED BY THE
 AW2604'CONSTRUCTION OF A NEW BUILDING.
 AW2604
 AW2604                          STATION RECOVERY (1987)
 AW2604
 AW2604'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW2604'MARK NOT FOUND.
 AW2604
 AW2604                          STATION RECOVERY (1987)
 AW2604
 AW2604'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW2604'MARK NOT FOUND.
 AW2604
 AW2604                          STATION RECOVERY (1988)
 AW2604
 AW2604'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW2604'MARK NOT FOUND.
 AW2604
 AW2604                          STATION RECOVERY (1988)
 AW2604
 AW2604'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW2604'MARK NOT FOUND.
 AW2604
 AW2604                          STATION RECOVERY (1994)
 AW2604
 AW2604'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2604'MARK NOT FOUND.
 AW2604
 AW2604                          STATION RECOVERY (1995)
 AW2604
 AW2604'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3553 ***********************************************************************
 AW3553  DESIGNATION -  M 1138
 AW3553  PID         -  AW3553
 AW3553  STATE/COUNTY-  TX/HARRIS
 AW3553  USGS QUAD   -  LA PORTE (1982)
 AW3553
 AW3553                         *CURRENT SURVEY CONTROL
 AW3553  ___________________________________________________________________
 AW3553* NAD 83(1986)-  29 44 44.     (N)    095 05 59.     (W)     SCALED    
 AW3553* NAVD 88     -         4.98   (+/-2cm)      16.3    (feet)  VERTCON   
 AW3553  ___________________________________________________________________
 AW3553  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3553
 AW3553  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3553
 AW3553.The horizontal coordinates were scaled from a topographic map and have
 AW3553.an estimated accuracy of +/- 6 seconds.
 AW3553
 AW3553.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3553.The vertical order pertains to the NGVD 29 superseded value.
 AW3553
 AW3553.The geoid height was determined by GEOID03.
 AW3553
 AW3553;                    North         East    Units  Estimated Accuracy
 AW3553;SPC TXSC     - 4,218,220.      977,170.      MT  (+/- 180 meters Scaled)
 AW3553
 AW3553                          SUPERSEDED SURVEY CONTROL
 AW3553
 AW3553  NGVD 29 (??/??/92)    4.976  (m)           16.33   (f) ADJ UNCH    1 2
 AW3553
 AW3553.Superseded values are not recommended for survey control.
 AW3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3553.See file dsdata.txt to determine how the superseded data were derived.
 AW3553
 AW3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN969924(NAD 83)
 AW3553_MARKER: DB = BENCH MARK DISK
 AW3553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW3553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW3553_STAMPING: M 1138 1958
 AW3553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3553
 AW3553  HISTORY     - Date     Condition        Report By
 AW3553  HISTORY     - 1958     MONUMENTED       CGS
 AW3553  HISTORY     - 1959     GOOD             NGS
 AW3553  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3553
 AW3553                          STATION DESCRIPTION
 AW3553
 AW3553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3553'2.0 MI SW FROM LYNCHBURG.
 AW3553'ABOUT 2.0 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3553'FERRY LANDING AT LYNCHBURG, ON THE SOUTHEAST BANK OF THE CHANNEL,
 AW3553'ABOUT 0.1 MILE NORTH OF THE MOUTH OF TUCKER BAYOU, 223 FEET SOUTHEAST
 AW3553'OF THE HIGH WATER LINE OF THE CHANNEL, ON THE EAST END OF A CLAY
 AW3553'RIDGE, 2 1/2 FEET WEST OF A WOODEN WITNESS POST PROJECTING 7 FEET, 193
 AW3553'FEET EAST OF BENCH MARK 572+00 (U.S.E.), AND ON THE TOP OF A 3-INCH
 AW3553'IRON PIPE PROJECTING 14 INCHES.  NOTE-- BELIEVED TO HAVE BEEN COVERED
 AW3553'OVER DURING CONSTRUCTION OF SOME DOCKS.
 AW3553
 AW3553                          STATION RECOVERY (1964)
 AW3553
 AW3553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0221 ***********************************************************************
 BL0221  DESIGNATION -  M 1139
 BL0221  PID         -  BL0221
 BL0221  STATE/COUNTY-  TX/JEFFERSON
 BL0221  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0221
 BL0221                         *CURRENT SURVEY CONTROL
 BL0221  ___________________________________________________________________
 BL0221* NAD 83(1986)-  30 04 10.     (N)    094 12 43.     (W)     SCALED    
 BL0221* NAVD 88     -        10.132  (meters)      33.24   (feet)  ADJUSTED  
 BL0221  ___________________________________________________________________
 BL0221  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0221  DYNAMIC HT  -          10.119 (meters)      33.20  (feet)  COMP
 BL0221  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 BL0221
 BL0221  VERT ORDER  -  FIRST     CLASS I
 BL0221
 BL0221.This mark is at Beaumont Muni (BMT) Airport (BMT)
 BL0221
 BL0221.The horizontal coordinates were scaled from a topographic map and have
 BL0221.an estimated accuracy of +/- 6 seconds.
 BL0221
 BL0221.The orthometric height was determined by differential leveling
 BL0221.and adjusted by the National Geodetic Survey in June 1991..
 BL0221
 BL0221.The geoid height was determined by GEOID03.
 BL0221
 BL0221.The dynamic height is computed by dividing the NAVD 88
 BL0221.geopotential number by the normal gravity value computed on the
 BL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0221.degrees latitude (g = 980.6199 gals.).
 BL0221
 BL0221.The modeled gravity was interpolated from observed gravity values.
 BL0221
 BL0221;                    North         East    Units  Estimated Accuracy
 BL0221;SPC TXSC     - 4,257,280.    1,061,510.      MT  (+/- 180 meters Scaled)
 BL0221
 BL0221                          SUPERSEDED SURVEY CONTROL
 BL0221
 BL0221  NGVD 29 (??/??/92)   10.150  (m)           33.30   (f) ADJ UNCH    1 1
 BL0221
 BL0221.Superseded values are not recommended for survey control.
 BL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0221.See file dsdata.txt to determine how the superseded data were derived.
 BL0221
 BL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP831270(NAD 83)
 BL0221_MARKER: DB = BENCH MARK DISK
 BL0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0221_SP_SET: PILLAR
 BL0221_STAMPING: M 1139 1959
 BL0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0221+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2004
 BL0221
 BL0221  HISTORY     - Date     Condition        Report By
 BL0221  HISTORY     - 1959     MONUMENTED       CGS
 BL0221  HISTORY     - 1972     GOOD             NGS
 BL0221  HISTORY     - 1984     GOOD             USPSQD
 BL0221  HISTORY     - 19870815 GOOD             USPSQD
 BL0221  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0221  HISTORY     - 1988     POOR             USPSQD
 BL0221  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0221  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0221  HISTORY     - 19900207 GOOD             USPSQD
 BL0221  HISTORY     - 19940730 GOOD             USPSQD
 BL0221  HISTORY     - 20010331 GOOD             NGS
 BL0221  HISTORY     - 20020128 GOOD             NGS
 BL0221  HISTORY     - 20041031 GOOD             USPSQD
 BL0221
 BL0221                          STATION DESCRIPTION
 BL0221
 BL0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0221'1.7 MI W FROM AMELIA.
 BL0221'ABOUT 1.2 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF
 BL0221'STATE HIGHWAY 364 AT AMELIA, THENCE ABOUT 0.35 MILE NORTH ALONG KEITH
 BL0221'RD., THENCE ABOUT 0.15 MILE WEST ALONG THE ENTRANCE DRIVE TO BEAUMONT
 BL0221'MUNICIPAL AIRPORT, SET VERTICALLY IN THE WEST FACE OF A LARGE BRICK
 BL0221'PILLAR AT THE SOUTHWEST CORNER OF THE LARGEST HANGAR AT THE AIRPORT,
 BL0221'2.3 FEET NORTH OF THE SOUTHWEST CORNER OF THE PILLAR, 2.7 FEET ABOVE
 BL0221'THE CONCRETE RAMP AND ABOUT LEVEL WITH THE ENTRANCE DRIVE.
 BL0221
 BL0221                          STATION RECOVERY (1984)
 BL0221
 BL0221'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0221'MARKER DISK COVERED OVER WITH PAINT.
 BL0221
 BL0221                          STATION RECOVERY (1987)
 BL0221
 BL0221'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0221'RECOVERED IN GOOD CONDITION.
 BL0221
 BL0221                          STATION RECOVERY (1988)
 BL0221
 BL0221'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0221'MARK NOT FOUND.
 BL0221
 BL0221                          STATION RECOVERY (1988)
 BL0221
 BL0221'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0221'MARK RECOVERED IN POOR CONDITION.
 BL0221
 BL0221                          STATION RECOVERY (1989)
 BL0221
 BL0221'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0221'MARK NOT FOUND.
 BL0221
 BL0221                          STATION RECOVERY (1990)
 BL0221
 BL0221'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0221'MARK NOT FOUND.
 BL0221
 BL0221                          STATION RECOVERY (1990)
 BL0221
 BL0221'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0221'RECOVERED IN GOOD CONDITION.
 BL0221
 BL0221                          STATION RECOVERY (1994)
 BL0221
 BL0221'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0221'RECOVERED IN GOOD CONDITION.
 BL0221
 BL0221                          STATION RECOVERY (2001)
 BL0221
 BL0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0221'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0221
 BL0221                          STATION RECOVERY (2002)
 BL0221
 BL0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0221'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0221
 BL0221                          STATION RECOVERY (2004)
 BL0221
 BL0221'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0285 ***********************************************************************
 DO0285  DESIGNATION -  M 114
 DO0285  PID         -  DO0285
 DO0285  STATE/COUNTY-  TX/WICHITA
 DO0285  USGS QUAD   -  FOWLKES (1968)
 DO0285
 DO0285                         *CURRENT SURVEY CONTROL
 DO0285  ___________________________________________________________________
 DO0285* NAD 83(1986)-  33 59 41.     (N)    098 50 19.     (W)     SCALED    
 DO0285* NAVD 88     -       329.099  (meters)    1079.72   (feet)  ADJUSTED  
 DO0285  ___________________________________________________________________
 DO0285  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DO0285  DYNAMIC HT  -         328.737 (meters)    1078.53  (feet)  COMP
 DO0285  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 DO0285
 DO0285  VERT ORDER  -  FIRST     CLASS II
 DO0285
 DO0285.The horizontal coordinates were scaled from a topographic map and have
 DO0285.an estimated accuracy of +/- 6 seconds.
 DO0285
 DO0285.The orthometric height was determined by differential leveling
 DO0285.and adjusted by the National Geodetic Survey in June 1991..
 DO0285
 DO0285.The geoid height was determined by GEOID03.
 DO0285
 DO0285.The dynamic height is computed by dividing the NAVD 88
 DO0285.geopotential number by the normal gravity value computed on the
 DO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0285.degrees latitude (g = 980.6199 gals.).
 DO0285
 DO0285.The modeled gravity was interpolated from observed gravity values.
 DO0285
 DO0285;                    North         East    Units  Estimated Accuracy
 DO0285;SPC TXNC     - 2,258,220.      568,720.      MT  (+/- 180 meters Scaled)
 DO0285
 DO0285                          SUPERSEDED SURVEY CONTROL
 DO0285
 DO0285  NGVD 29 (??/??/92)  329.028  (m)         1079.49   (f) ADJ UNCH    1 2
 DO0285
 DO0285.Superseded values are not recommended for survey control.
 DO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0285.See file dsdata.txt to determine how the superseded data were derived.
 DO0285
 DO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC149615(NAD 83)
 DO0285_MARKER: DB = BENCH MARK DISK
 DO0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0285_SP_SET: ABUTMENT
 DO0285_STAMPING: 1079.486 M 114 1933
 DO0285_MARK LOGO: CGS   
 DO0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0285
 DO0285  HISTORY     - Date     Condition        Report By
 DO0285  HISTORY     - 1933     MONUMENTED       CGS
 DO0285  HISTORY     - 1957     GOOD             NGS
 DO0285  HISTORY     - 1965     GOOD             NGS
 DO0285  HISTORY     - 1984     GOOD             NGS
 DO0285  HISTORY     - 20010530 GOOD             USPSQD
 DO0285
 DO0285                          STATION DESCRIPTION
 DO0285
 DO0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0285'5.2 MI SE FROM ELECTRA.
 DO0285'5.2 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0285'ELECTRA, WICHITA COUNTY, AT MILEAGE 135.16, 0.2 MILE WEST OF A SECTION
 DO0285'HOUSE, AT A CONCRETE BRIDGE, AND IN THE SOUTHWEST CORNER OF THE WEST
 DO0285'ABUTMENT.  A STANDARD DISK, STAMPED 1079.486 M 114 1933.
 DO0285
 DO0285                          STATION RECOVERY (1965)
 DO0285
 DO0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DO0285'RECOVERED IN GOOD CONDITION.
 DO0285
 DO0285                          STATION RECOVERY (1984)
 DO0285
 DO0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0285'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  34.1 KM (21.2
 DO0285'MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 DO0285'JUNCTION WITH 7TH STREET IN WICHITA FALLS, IN TOP OF THE SOUTHWEST END
 DO0285'OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 135.16,
 DO0285'0.3 KM (0..2 MI) NORTHWEST OF MILEPOST 135, 75.2 METERS (246.7 FT)
 DO0285'NORTHWEST OF THE CENTERLINE OF FARM ROAD 2384, AND 1.6 METERS (5.2 FT)
 DO0285'SOUTHWEST OF THE NEAR RAIL.
 DO0285'THE MARK IS 0.6 M BELOW THE TRACKS.
 DO0285
 DO0285                          STATION RECOVERY (2001)
 DO0285
 DO0285'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0190 ***********************************************************************
 CB0190  DESIGNATION -  M 114 USGS
 CB0190  PID         -  CB0190
 CB0190  STATE/COUNTY-  TX/IRION
 CB0190  USGS QUAD   -  MERTZON (1987)
 CB0190
 CB0190                         *CURRENT SURVEY CONTROL
 CB0190  ___________________________________________________________________
 CB0190* NAD 83(1986)-  31 15 19.     (N)    100 48 56.     (W)     SCALED    
 CB0190* NAVD 88     -       669.189  (meters)    2195.50   (feet)  ADJUSTED  
 CB0190  ___________________________________________________________________
 CB0190  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CB0190  DYNAMIC HT  -         668.249 (meters)    2192.41  (feet)  COMP
 CB0190  MODELED GRAV-     979,214.2   (mgal)                       NAVD 88
 CB0190
 CB0190  VERT ORDER  -  SECOND    CLASS 0
 CB0190
 CB0190.The horizontal coordinates were scaled from a topographic map and have
 CB0190.an estimated accuracy of +/- 6 seconds.
 CB0190
 CB0190.The orthometric height was determined by differential leveling
 CB0190.and adjusted by the National Geodetic Survey in June 1991..
 CB0190
 CB0190.The geoid height was determined by GEOID03.
 CB0190
 CB0190.The dynamic height is computed by dividing the NAVD 88
 CB0190.geopotential number by the normal gravity value computed on the
 CB0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0190.degrees latitude (g = 980.6199 gals.).
 CB0190
 CB0190.The modeled gravity was interpolated from observed gravity values.
 CB0190
 CB0190;                    North         East    Units  Estimated Accuracy
 CB0190;SPC TX C     - 3,176,210.      654,070.      MT  (+/- 180 meters Scaled)
 CB0190
 CB0190                          SUPERSEDED SURVEY CONTROL
 CB0190
 CB0190  NGVD 29 (??/??/92)  669.014  (m)         2194.92   (f) ADJ UNCH    2 0
 CB0190
 CB0190.Superseded values are not recommended for survey control.
 CB0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0190.See file dsdata.txt to determine how the superseded data were derived.
 CB0190
 CB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV271593(NAD 83)
 CB0190_MARKER: DB = BENCH MARK DISK
 CB0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0190_SP_SET: FOUNDATION
 CB0190_STAMPING: M-114-23
 CB0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0190
 CB0190  HISTORY     - Date     Condition        Report By
 CB0190  HISTORY     - UNK      MONUMENTED       USGS
 CB0190  HISTORY     - 1934     GOOD             NGS
 CB0190  HISTORY     - 1940     GOOD             NGS
 CB0190  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0190
 CB0190                          STATION DESCRIPTION
 CB0190
 CB0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0190'IN MERTZON.
 CB0190'0.1 S OF STATION.  60 YARDS N OF WATER TANK.  105 FT. S OF CENTER OF
 CB0190'CROSS ROAD AND 41 FT. E OF CENTER OF MAIN TRACK.
 CB0190
 CB0190                          STATION RECOVERY (1940)
 CB0190
 CB0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0190'RECOVERED IN GOOD CONDITION.
 CB0190
 CB0190                          STATION RECOVERY (1981)
 CB0190
 CB0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3093 ***********************************************************************
 AW3093  DESIGNATION -  M 1140
 AW3093  PID         -  AW3093
 AW3093  STATE/COUNTY-  TX/LIBERTY
 AW3093  USGS QUAD   -  SHILOH (1993)
 AW3093
 AW3093                         *CURRENT SURVEY CONTROL
 AW3093  ___________________________________________________________________
 AW3093* NAD 83(1986)-  29 53 46.     (N)    094 40 42.     (W)     SCALED    
 AW3093* NAVD 88     -        10.74   (+/-2cm)      35.2    (feet)  VERTCON   
 AW3093  ___________________________________________________________________
 AW3093  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW3093
 AW3093  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3093
 AW3093.The horizontal coordinates were scaled from a topographic map and have
 AW3093.an estimated accuracy of +/- 6 seconds.
 AW3093
 AW3093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3093.The vertical order pertains to the NGVD 29 superseded value.
 AW3093
 AW3093.The geoid height was determined by GEOID03.
 AW3093
 AW3093;                    North         East    Units  Estimated Accuracy
 AW3093;SPC TX C     - 3,039,320.    1,246,000.      MT  (+/- 180 meters Scaled)
 AW3093
 AW3093                          SUPERSEDED SURVEY CONTROL
 AW3093
 AW3093  NGVD 29 (??/??/92)   10.746  (m)           35.26   (f) ADJ UNCH    1 2
 AW3093
 AW3093.Superseded values are not recommended for survey control.
 AW3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3093.See file dsdata.txt to determine how the superseded data were derived.
 AW3093
 AW3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP379084(NAD 83)
 AW3093_MARKER: DB = BENCH MARK DISK
 AW3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3093_STAMPING: M 1140 1959
 AW3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3093+STABILITY: SURFACE MOTION
 AW3093
 AW3093  HISTORY     - Date     Condition        Report By
 AW3093  HISTORY     - 1959     MONUMENTED       CGS
 AW3093  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 AW3093  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW3093
 AW3093                          STATION DESCRIPTION
 AW3093
 AW3093'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3093'15.5 MI SE FROM LIBERTY.
 AW3093'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3093'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 13.3 MILES SOUTHEAST
 AW3093'ALONG FARM ROAD 563, THENCE ABOUT 0.4 MILE SOUTH ALONG A PRIVATE SHELL
 AW3093'ROAD ON THE EAST SIDE OF THE TEXAS GULF SULPHUR PLANT, THENCE ABOUT
 AW3093'1.0 MILE EAST ALONG A PRIVATE DIRT ROAD THROUGH THE TEXAS GULF SULPHUR
 AW3093'PLANT PROPERTY, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 30 1/2
 AW3093'FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 53 FEET WEST ALONG THE
 AW3093'ROAD FROM THE CENTER LINE OF A DITCH, 5 1/2 FEET NORTHEAST OF A
 AW3093'TELEPHONE POLE, 7 FEET SOUTH OF A POWER POLE, 0.8 FOOT WEST OF A
 AW3093'FENCE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF
 AW3093'A CONCRETE POST PROJECTING 5 INCHES.
 AW3093
 AW3093                          STATION RECOVERY (2004)
 AW3093
 AW3093'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3093'MARK NOT FOUND.
 AW3093
 AW3093                          STATION RECOVERY (2005)
 AW3093
 AW3093'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1271 ***********************************************************************
 AN1271  DESIGNATION -  M 1141
 AN1271  PID         -  AN1271
 AN1271  STATE/COUNTY-  TX/SAN PATRICIO
 AN1271  USGS QUAD   -  SINTON EAST (1979)
 AN1271
 AN1271                         *CURRENT SURVEY CONTROL
 AN1271  ___________________________________________________________________
 AN1271* NAD 83(1986)-  28 00 49.     (N)    097 27 50.     (W)     SCALED    
 AN1271* NAVD 88     -        15.856  (meters)      52.02   (feet)  ADJUSTED  
 AN1271  ___________________________________________________________________
 AN1271  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN1271  DYNAMIC HT  -          15.832 (meters)      51.94  (feet)  COMP
 AN1271  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 AN1271
 AN1271  VERT ORDER  -  FIRST     CLASS I
 AN1271
 AN1271.The horizontal coordinates were scaled from a topographic map and have
 AN1271.an estimated accuracy of +/- 6 seconds.
 AN1271
 AN1271.The orthometric height was determined by differential leveling
 AN1271.and adjusted by the National Geodetic Survey in December 1997..
 AN1271.WARNING-Repeat measurements at this control monument indicate possible
 AN1271.vertical movement.
 AN1271
 AN1271.The geoid height was determined by GEOID03.
 AN1271
 AN1271.The dynamic height is computed by dividing the NAVD 88
 AN1271.geopotential number by the normal gravity value computed on the
 AN1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1271.degrees latitude (g = 980.6199 gals.).
 AN1271
 AN1271.The modeled gravity was interpolated from observed gravity values.
 AN1271
 AN1271;                    North         East    Units  Estimated Accuracy
 AN1271;SPC TX S     - 5,260,450.      401,910.      MT  (+/- 180 meters Scaled)
 AN1271
 AN1271                          SUPERSEDED SURVEY CONTROL
 AN1271
 AN1271  NAVD 88 (06/15/91)   15.818  (m)           51.90   (f) UNKNOWN     1 1
 AN1271  NGVD 29 (??/??/92)   15.994  (m)           52.47   (f) ADJ UNCH    1 1
 AN1271
 AN1271.Superseded values are not recommended for survey control.
 AN1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1271.See file dsdata.txt to determine how the superseded data were derived.
 AN1271
 AN1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR510996(NAD 83)
 AN1271_MARKER: DB = BENCH MARK DISK
 AN1271_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN1271_SP_SET: CULVERT HEADWALL
 AN1271_STAMPING: M 1141 1959
 AN1271_MARK LOGO: CGS   
 AN1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1271+STABILITY: SURFACE MOTION
 AN1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1271+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AN1271
 AN1271  HISTORY     - Date     Condition        Report By
 AN1271  HISTORY     - 1959     MONUMENTED       CGS
 AN1271  HISTORY     - 1978     GOOD             NGS
 AN1271  HISTORY     - 19960728 GOOD             USPSQD
 AN1271  HISTORY     - 19970203 GOOD             NGS
 AN1271
 AN1271                          STATION DESCRIPTION
 AN1271
 AN1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN1271'3.15 MI SE FROM SINTON.
 AN1271'ABOUT 3.15 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN1271'FROM THE CROSSING OF THE ST. LOUIS, BROWNVILLE AND MEXICO RAILROAD AT
 AN1271'SINTON, 3 1/2 POLES NORTHWEST OF MILEPOST 126, AT THE CROSSING OF A
 AN1271'NORTHEAST AND SOUTHWEST ROAD, 37 FEET NORTHEAST OF THE NORTHEAST RAIL,
 AN1271'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A TWIN
 AN1271'CONCRETE CULVERT UNDER THE NORTHEAST AND SOUTHWEST ROAD, 22 FEET
 AN1271'NORTHWEST OF THE CENTER LINE OF THE ROAD, 61 FEET SOUTHWEST OF THE
 AN1271'CENTER LINE OF U.S. HIGHWAY 181, ABOUT LEVEL WITH THE ROADS, AND ABOUT
 AN1271'2 FEET BELOW THE LEVEL OF THE TRACKS.
 AN1271
 AN1271                          STATION RECOVERY (1978)
 AN1271
 AN1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1271'RECOVERED IN GOOD CONDITION.
 AN1271
 AN1271                          STATION RECOVERY (1996)
 AN1271
 AN1271'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1271'RECOVERED IN GOOD CONDITION.
 AN1271
 AN1271                          STATION RECOVERY (1997)
 AN1271
 AN1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1271'6.3 KM (3.90 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AN1271'JUNCTION OF U.S.  HIGHWAY 77 IN SINTON, IN TOP OF AND 0.4 M (1.3 FT)
 AN1271'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE HEADWALL OF A CULVERT
 AN1271'UNDER FARM ROAD 1074, 18.6 M (61.0 FT) SOUTHWEST OF THE CENTER OF THE
 AN1271'SOUTHBOUND LANES OF THE HIGHWAY, 11.3 M (37.1 FT) NORTHEAST OF THE
 AN1271'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 6.6 M (21.7 FT)
 AN1271'NORTHWEST OF AND LEVEL WITH THE ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0257 ***********************************************************************
 AB0257  TIDAL BM    -  This is a Tidal Bench Mark.
 AB0257  DESIGNATION -  M 1142
 AB0257  PID         -  AB0257
 AB0257  STATE/COUNTY-  TX/CAMERON
 AB0257  USGS QUAD   -  PORT ISABEL (1983)
 AB0257
 AB0257                         *CURRENT SURVEY CONTROL
 AB0257  ___________________________________________________________________
 AB0257* NAD 83(1986)-  26 04 39.     (N)    097 10 13.     (W)     SCALED    
 AB0257* NAVD 88     -         1.408  (meters)       4.62   (feet)  ADJUSTED  
 AB0257  ___________________________________________________________________
 AB0257  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB0257  DYNAMIC HT  -           1.406 (meters)       4.61  (feet)  COMP
 AB0257  MODELED GRAV-     979,069.3   (mgal)                       NAVD 88
 AB0257
 AB0257  VERT ORDER  -  FIRST     CLASS II
 AB0257
 AB0257.The horizontal coordinates were scaled from a topographic map and have
 AB0257.an estimated accuracy of +/- 6 seconds.
 AB0257
 AB0257.The orthometric height was determined by differential leveling
 AB0257.and adjusted by the National Geodetic Survey in June 1991..
 AB0257
 AB0257.This Tidal Bench Mark is designated as VM 7913
 AB0257.by the Center for Operational Oceanographic Products and Services.
 AB0257
 AB0257.The geoid height was determined by GEOID03.
 AB0257
 AB0257.The dynamic height is computed by dividing the NAVD 88
 AB0257.geopotential number by the normal gravity value computed on the
 AB0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0257.degrees latitude (g = 980.6199 gals.).
 AB0257
 AB0257.The modeled gravity was interpolated from observed gravity values.
 AB0257
 AB0257;                    North         East    Units  Estimated Accuracy
 AB0257;SPC TX S     - 5,046,220.      433,040.      MT  (+/- 180 meters Scaled)
 AB0257
 AB0257                          SUPERSEDED SURVEY CONTROL
 AB0257
 AB0257.No superseded survey control is available for this station.
 AB0257
 AB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP830855(NAD 83)
 AB0257_MARKER: DB = BENCH MARK DISK
 AB0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0257_SP_SET: BRIDGE
 AB0257_STAMPING: M 1142 1959
 AB0257_MARK LOGO: CGS   
 AB0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0257
 AB0257  HISTORY     - Date     Condition        Report By
 AB0257  HISTORY     - 1959     MONUMENTED       CGS
 AB0257  HISTORY     - 1982     GOOD             NGS
 AB0257  HISTORY     - 1987     GOOD             USPSQD
 AB0257  HISTORY     - 1988     GOOD             USPSQD
 AB0257  HISTORY     - 1988     GOOD             USPSQD
 AB0257  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0257  HISTORY     - 19910411 GOOD             USPSQD
 AB0257
 AB0257                          STATION DESCRIPTION
 AB0257
 AB0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AB0257'2.85 MI SE FROM PORT ISABEL.
 AB0257'ABOUT 0.75 MILE SOUTHEAST ALONG STATE HIGHWAY 100 FROM THE LIGHTHOUSE
 AB0257'AT PORT ISABEL, THENCE ABOUT 2.1 MILES EAST ALONG QUEEN ISABEL
 AB0257'CAUSEWAY, 49 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF
 AB0257'THE CONCRETE WING WALL OF THE BRIDGE, 36 FEET SOUTH OF THE SOUTH END
 AB0257'OF THE EAST ABUTMENT, AND ABOUT LEVEL WITH THE ROAD.
 AB0257
 AB0257                          STATION RECOVERY (1982)
 AB0257
 AB0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0257'0.6 KM (0.4 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH, FROM THE
 AB0257'JUNCTION OF STATE PARK ROAD 100 NORTH AND 100 WEST ON SOUTH PADRE
 AB0257'ISLAND, THENCE 0.5 KM (0.35 MI) WEST ALONG OLD STATE HIGHWAY 100, AT
 AB0257'THE EAST END OF THE OLD BRIDGE OVER QUEEN ISABEL CAUSEWAY, SET IN THE
 AB0257'TOP OF THE CONCRETE WINGWALL OF THE BRIDGE, 14.9 METERS (49.0 FT)
 AB0257'SOUTH OF THE CENTERLINE OF HIGHWAY, 10.9 METERS (36.0 FT) SOUTH OF THE
 AB0257'SOUTH END OF THE EAST ABUTMENT, AND 17.3 METERS (57.0 FT) SOUTH EAST
 AB0257'OF SOUTHEAST CORNER QUEEN ISABELLA STATE FISHING PIER BUILDING.
 AB0257'THE MARK IS ABOVE LEVEL WITH ROAD.
 AB0257
 AB0257                          STATION RECOVERY (1987)
 AB0257
 AB0257'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0257'RECOVERED IN GOOD CONDITION.
 AB0257
 AB0257                          STATION RECOVERY (1988)
 AB0257
 AB0257'RECOVERY NOTE BY US POWER SQUADRON 1988 (MRB)
 AB0257'RECOVERED IN GOOD CONDITION.
 AB0257
 AB0257                          STATION RECOVERY (1988)
 AB0257
 AB0257'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0257'RECOVERED IN GOOD CONDITION.
 AB0257
 AB0257                          STATION RECOVERY (1988)
 AB0257
 AB0257'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0257'MARK NOT FOUND.
 AB0257
 AB0257                          STATION RECOVERY (1991)
 AB0257
 AB0257'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0472 ***********************************************************************
 AW0472  DESIGNATION -  M 1144
 AW0472  PID         -  AW0472
 AW0472  STATE/COUNTY-  TX/GALVESTON
 AW0472  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0472
 AW0472                         *CURRENT SURVEY CONTROL
 AW0472  ___________________________________________________________________
 AW0472* NAD 83(1986)-  29 19 12.     (N)    094 56 22.     (W)     SCALED    
 AW0472* NAVD 88     -         1.69   (+/-2cm)       5.5    (feet)  VERTCON   
 AW0472  ___________________________________________________________________
 AW0472  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW0472
 AW0472  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0472
 AW0472.The horizontal coordinates were scaled from a topographic map and have
 AW0472.an estimated accuracy of +/- 6 seconds.
 AW0472
 AW0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0472.The vertical order pertains to the NGVD 29 superseded value.
 AW0472
 AW0472.The geoid height was determined by GEOID03.
 AW0472
 AW0472;                    North         East    Units  Estimated Accuracy
 AW0472;SPC TXSC     - 4,171,610.      994,300.      MT  (+/- 180 meters Scaled)
 AW0472
 AW0472                          SUPERSEDED SURVEY CONTROL
 AW0472
 AW0472  NGVD 29 (??/??/92)    1.687  (m)            5.53   (f) ADJ UNCH    1 1
 AW0472
 AW0472.Superseded values are not recommended for survey control.
 AW0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0472.See file dsdata.txt to determine how the superseded data were derived.
 AW0472
 AW0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN116450(NAD 83)
 AW0472_MARKER: DB = BENCH MARK DISK
 AW0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0472_SP_SET: CONCRETE BASE
 AW0472_STAMPING: M 1144 1959
 AW0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0472
 AW0472  HISTORY     - Date     Condition        Report By
 AW0472  HISTORY     - 1959     MONUMENTED       CGS
 AW0472  HISTORY     - 1973     GOOD             NGS
 AW0472  HISTORY     - 1978     GOOD             NGS
 AW0472  HISTORY     - 19891107 POOR             USPSQD
 AW0472
 AW0472                          STATION DESCRIPTION
 AW0472
 AW0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0472'2.65 MI W FROM VIRGINIA POINT.
 AW0472'2.65 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTE FE RAILWAY FROM
 AW0472'THE SIGNAL STATION AT VIRGINIA POINT, 5.4 MILES EAST OF HITCHCOCK, 4
 AW0472'POLES EAST OF MILEPOST 9, IN THE NORTHWEST CORNER OF THE CONCRETE BASE
 AW0472'OF SEMAPHORE 81, 6.0 FEET SOUTH OF THE SOUTH RAIL, ABOUT 1 FOOT HIGHER
 AW0472'THAN THE TRACK, AND 1.3 FEET ABOVE THE GROUND.
 AW0472
 AW0472                          STATION RECOVERY (1978)
 AW0472
 AW0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0472'2.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTE FE RAILWAY FROM
 AW0472'THE SIGNAL STATION AT VIRGINIA POINT, 5.4 MILES EAST OF HITCHCOCK,
 AW0472'4 POLES EAST OF MILE POST 9, IN THE NORTHWEST CORNER OF A CONCRETE
 AW0472'BASE OF ABANDONED SEMAPHORE NUMBER 81, 6 FEET SOUTH OF RAIL, 1 FOOT
 AW0472'HIGHER THAN THE TRACK.
 AW0472
 AW0472                          STATION RECOVERY (1989)
 AW0472
 AW0472'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 AW0472'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0511 ***********************************************************************
 BL0511  DESIGNATION -  M 1145
 BL0511  PID         -  BL0511
 BL0511  STATE/COUNTY-  TX/LIBERTY
 BL0511  USGS QUAD   -  DAISETTA (1984)
 BL0511
 BL0511                         *CURRENT SURVEY CONTROL
 BL0511  ___________________________________________________________________
 BL0511* NAD 83(1986)-  30 00 52.     (N)    094 40 19.     (W)     SCALED    
 BL0511* NAVD 88     -        18.20   (+/-2cm)      59.7    (feet)  VERTCON   
 BL0511  ___________________________________________________________________
 BL0511  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0511
 BL0511  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0511
 BL0511.The horizontal coordinates were scaled from a topographic map and have
 BL0511.an estimated accuracy of +/- 6 seconds.
 BL0511
 BL0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0511.The vertical order pertains to the NGVD 29 superseded value.
 BL0511
 BL0511.The geoid height was determined by GEOID03.
 BL0511
 BL0511;                    North         East    Units  Estimated Accuracy
 BL0511;SPC TX C     - 3,052,450.    1,245,950.      MT  (+/- 180 meters Scaled)
 BL0511
 BL0511                          SUPERSEDED SURVEY CONTROL
 BL0511
 BL0511  NGVD 29 (??/??/92)   18.209  (m)           59.74   (f) ADJ UNCH    1 2
 BL0511
 BL0511.Superseded values are not recommended for survey control.
 BL0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0511.See file dsdata.txt to determine how the superseded data were derived.
 BL0511
 BL0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP387215(NAD 83)
 BL0511_MARKER: DB = BENCH MARK DISK
 BL0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0511_STAMPING: M 1145 1959
 BL0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0511+STABILITY: SURFACE MOTION
 BL0511
 BL0511  HISTORY     - Date     Condition        Report By
 BL0511  HISTORY     - 1959     MONUMENTED       CGS
 BL0511  HISTORY     - 19880526 GOOD             USPSQD
 BL0511
 BL0511                          STATION DESCRIPTION
 BL0511
 BL0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BL0511'1.95 MI S FROM RAYWOOD.
 BL0511'ABOUT 0.15 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE RICE GROWERS
 BL0511'CONCRETE ELEVATOR AT RAYWOOD, THENCE ABOUT 1.8 MILES SOUTH ALONG FARM
 BL0511'ROAD 770, ABOUT 0.3 MILE NORTH OF A CURVE IN THE ROAD, 40 FEET WEST OF
 BL0511'THE CENTER LINE OF THE ROAD, 180 FEET SOUTH OF THE EXTENDED CENTER
 BL0511'LINE OF A DRIVEWAY LEADING EAST, 61 FEET NORTH OF A TELEPHONE POLE , 1
 BL0511'1/2 FEET NORTHEAST OF A T FENCE CORNER, 1 FOOT EAST OF A FENCE, 1.5
 BL0511'FEET SOUTH OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BL0511'PROJECTING 7 INCHES.
 BL0511
 BL0511                          STATION RECOVERY (1988)
 BL0511
 BL0511'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0955 ***********************************************************************
 AW0955  DESIGNATION -  M 1146
 AW0955  PID         -  AW0955
 AW0955  STATE/COUNTY-  TX/HARRIS
 AW0955  USGS QUAD   -  LA PORTE (1982)
 AW0955
 AW0955                         *CURRENT SURVEY CONTROL
 AW0955  ___________________________________________________________________
 AW0955* NAD 83(1986)-  29 44 07.     (N)    095 01 34.     (W)     SCALED    
 AW0955* NAVD 88     -         5.200  (meters)      17.06   (feet)  ADJUSTED  
 AW0955  ___________________________________________________________________
 AW0955  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0955  DYNAMIC HT  -           5.193 (meters)      17.04  (feet)  COMP
 AW0955  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0955
 AW0955  VERT ORDER  -  FIRST     CLASS II
 AW0955
 AW0955.The horizontal coordinates were scaled from a topographic map and have
 AW0955.an estimated accuracy of +/- 6 seconds.
 AW0955
 AW0955.The orthometric height was determined by differential leveling
 AW0955.and adjusted by the National Geodetic Survey in June 1991..
 AW0955
 AW0955.The geoid height was determined by GEOID03.
 AW0955
 AW0955.The dynamic height is computed by dividing the NAVD 88
 AW0955.geopotential number by the normal gravity value computed on the
 AW0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0955.degrees latitude (g = 980.6199 gals.).
 AW0955
 AW0955.The modeled gravity was interpolated from observed gravity values.
 AW0955
 AW0955;                    North         East    Units  Estimated Accuracy
 AW0955;SPC TXSC     - 4,217,320.      984,320.      MT  (+/- 180 meters Scaled)
 AW0955
 AW0955                          SUPERSEDED SURVEY CONTROL
 AW0955
 AW0955  NGVD 29 (12/23/87)    5.198  (m)           17.05   (f) ADJUSTED    1 2
 AW0955
 AW0955.Superseded values are not recommended for survey control.
 AW0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0955.See file dsdata.txt to determine how the superseded data were derived.
 AW0955
 AW0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN040911(NAD 83)
 AW0955_MARKER: DB = BENCH MARK DISK
 AW0955_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW0955_SP_SET: WELL CASING
 AW0955_STAMPING: M 1146 1959
 AW0955_MARK LOGO: CGS   
 AW0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0955+STABILITY: POSITION/ELEVATION WELL
 AW0955
 AW0955  HISTORY     - Date     Condition        Report By
 AW0955  HISTORY     - 1959     MONUMENTED       CGS
 AW0955  HISTORY     - 1973     GOOD             NGS
 AW0955  HISTORY     - 1978     GOOD             NGS
 AW0955  HISTORY     - 1983     GOOD             NGS
 AW0955  HISTORY     - 1986     GOOD             NGS
 AW0955  HISTORY     - 1989     GOOD             USPSQD
 AW0955
 AW0955                          STATION DESCRIPTION
 AW0955
 AW0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0955'1.4 MI NW FROM BAYTOWN.
 AW0955'ABOUT 0.15 MILE SOUTHWEST ALONG MARKET ST. FROM SUB-STATION A POST
 AW0955'OFFICE AT BAYTOWN, THENCE 1.15 MILES NORTHWEST ALONG BAYWAY DR.,
 AW0955'THENCE 0.1 MILE WEST ALONG A ROW OF POWER POLES, 97 FEET NORTH OF A
 AW0955'POWER POLE BRACED BY A GUY WIRE, 31 FEET SOUTHWEST OF THE CENTER LINE
 AW0955'OF SHELL RD., INSIDE OF A 6-FOOT CIRCLE-SHAPED GUARD RAILING MADE OF
 AW0955'4-INCH PIPE, AND IS A DISK GLUED ON TOP OF THE WEST SIDE OF A STEEL
 AW0955'CAP OF A 12-INCH OIL WELL CASING WHICH PROJECTS 1 1/2 FEET ABOVE THE
 AW0955'LEVEL OF THE GROUND.
 AW0955
 AW0955                          STATION RECOVERY (1978)
 AW0955
 AW0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0955'ABOUT 0.15 MILE SOUTHWEST ALONG MARKET STREET FROM THE SUB-STATION
 AW0955'A POST OFFICE IN BAYTOWN, THENCE 1.15 MILES NORTHWEST ALONG BAYWAY
 AW0955'DRIVE, AND THENCE 0.3 MILE SOUTHWEST ALONG A SHELL ROAD.  SET IN THE
 AW0955'NORTH EDGE OF A 6 INCH DEEP WELL CASING FILLED WITH CONCRETE AND
 AW0955'ENCLOSED IN A 3 INCH CIRCULAR PIPE FENCE, 285 FEET SOUTHEAST OF
 AW0955'DAVIS USE RM 1, 93 FEET SOUTHEAST OF A LONE 6 INCH PINE TREE, 90
 AW0955'FEET NORTH AND ACROSS THE SHELL ROAD FROM A TELEPHONE POLE, 48 FEET
 AW0955'NORTH OF A FENCE, AND 24 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AW0955'SHELL ROAD.
 AW0955
 AW0955                          STATION RECOVERY (1983)
 AW0955
 AW0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0955'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0955'0.2 KM (0.15 MI) SOUTHWEST ALONG MARKET STREET FROM THE SUB-STATION A
 AW0955'POST OFFICE IN BAYTOWN, THENCE 2.4 KM (1.5 MI) NORTHWEST ALONG BAYWAY
 AW0955'DRIVE TO A LOCKED CHAIN LINK SECURITY GATE (NUMBER 44), THENCE 0.5 KM
 AW0955'(0.3 MI) SOUTH (PASSING THROUGH GATE) ALONG A SHELL ROAD, NEAR A 20
 AW0955'FEET BY 20 FEET DIRT MOUND WITH REFERENCE MARK DAVIS RM 1 USE ON TOP,
 AW0955'SET IN TOP OF THE NORTH EDGE OF A 6-INCH DEEP WELL CASING FILLED WITH
 AW0955'CONCRETE AND ENCLOSED BY A 3-INCH CIRCULAR PIPE FENCE, 87 METERS (285
 AW0955'FEET) EAST-SOUTHEAST OF DAVIS RM 1 USE, 27.43 METERS (90.0 FT) NORTH
 AW0955'OF AND ACROSS THE SHELL ROAD FROM A TELEPHONE POLE, AND 7.31 METERS
 AW0955'(24.0 FT) SOUTHWEST OF THE CENTER OF THE SHELL ROAD.  NOTE, CONTACT
 AW0955'MR. SAM MOWERY, EXXON CHEMICAL ADMINISTRATION BUILDING, 5000 BAYWAY
 AW0955'DRIVE, FOR ENTRANCE TO THE LOCKED GATE.
 AW0955'THE MARK IS 0.9 M ABOVE GROUND.
 AW0955
 AW0955                          STATION RECOVERY (1986)
 AW0955
 AW0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0955'RECOVERED IN GOOD CONDITION.
 AW0955
 AW0955                          STATION RECOVERY (1989)
 AW0955
 AW0955'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1289 ***********************************************************************
 AW1289  DESIGNATION -  M 1147
 AW1289  PID         -  AW1289
 AW1289  STATE/COUNTY-  TX/HARRIS
 AW1289  USGS QUAD   -  PASADENA (1995)
 AW1289
 AW1289                         *CURRENT SURVEY CONTROL
 AW1289  ___________________________________________________________________
 AW1289* NAD 83(1986)-  29 40 34.     (N)    095 13 17.     (W)     SCALED    
 AW1289* NAVD 88     -        10.58   (+/-2cm)      34.7    (feet)  VERTCON   
 AW1289  ___________________________________________________________________
 AW1289  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1289
 AW1289  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1289
 AW1289.The horizontal coordinates were scaled from a topographic map and have
 AW1289.an estimated accuracy of +/- 6 seconds.
 AW1289
 AW1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1289.The vertical order pertains to the NGVD 29 superseded value.
 AW1289
 AW1289.The geoid height was determined by GEOID03.
 AW1289
 AW1289;                    North         East    Units  Estimated Accuracy
 AW1289;SPC TXSC     - 4,210,140.      965,660.      MT  (+/- 180 meters Scaled)
 AW1289
 AW1289                          SUPERSEDED SURVEY CONTROL
 AW1289
 AW1289  NGVD 29 (??/??/92)   10.575  (m)           34.69   (f) ADJ UNCH    1 2
 AW1289
 AW1289.Superseded values are not recommended for survey control.
 AW1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1289.See file dsdata.txt to determine how the superseded data were derived.
 AW1289
 AW1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN850849(NAD 83)
 AW1289_MARKER: DB = BENCH MARK DISK
 AW1289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1289_SP_SET: CULVERT
 AW1289_STAMPING: M 1147 1959
 AW1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1289
 AW1289  HISTORY     - Date     Condition        Report By
 AW1289  HISTORY     - 1959     MONUMENTED       CGS
 AW1289  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW1289  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1289  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1289  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1289  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1289  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1289  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1289  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AW1289  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW1289
 AW1289                          STATION DESCRIPTION
 AW1289
 AW1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1289'1.6 MI NE FROM DUMONT.
 AW1289'ABOUT 0.1 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1289'RAILROAD FROM THE STATION AT DUMONT, THENCE ABOUT 0.1 MILE NORTHEAST
 AW1289'ALONG SPENCER HIGHWAY, THENCE ABOUT 0.25 MILE EAST ALONG YORK STREET
 AW1289'TO A CONCRETE BRIDGE, THENCE ABOUT 0.5 MILE EAST ALONG AVENUE A,
 AW1289'THENCE ABOUT 0.65 MILE NORTH ALONG 8TH STREET, ACROSS THE STREET FROM
 AW1289'THE QUEENS SCHOOL, IN THE TOP AND CENTER OF THE SOUTH CONCRETE
 AW1289'HEADWALL OF A CULVERT UNDER A LARGE DRIVEWAY, 27 FEET EAST OF THE
 AW1289'CENTER LINE OF 8TH STREET, 22 FEET NORTH OF THE CENTER LINE OF QUEENS
 AW1289'ROAD, AND ABOUT LEVEL WITH QUEENS ROAD.
 AW1289
 AW1289                          STATION RECOVERY (1964)
 AW1289
 AW1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1289'MARK NOT FOUND.
 AW1289
 AW1289                          STATION RECOVERY (1978)
 AW1289
 AW1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1289'NOT RECOVERED.
 AW1289
 AW1289                          STATION RECOVERY (1998)
 AW1289
 AW1289'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1289'MARK NOT FOUND.
 AW1289
 AW1289                          STATION RECOVERY (2000)
 AW1289
 AW1289'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1289'MARK NOT FOUND.
 AW1289
 AW1289                          STATION RECOVERY (2001)
 AW1289
 AW1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1289'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1289
 AW1289                          STATION RECOVERY (2002)
 AW1289
 AW1289'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 AW1289'MARK NOT FOUND.
 AW1289
 AW1289                          STATION RECOVERY (2002)
 AW1289
 AW1289'RECOVERY NOTE BY US POWER SQUADRON 2002 (PM)
 AW1289'MARK NOT FOUND.
 AW1289
 AW1289                          STATION RECOVERY (2003)
 AW1289
 AW1289'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1289'MARK NOT FOUND.
 AW1289
 AW1289                          STATION RECOVERY (2004)
 AW1289
 AW1289'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1535 ***********************************************************************
 AW1535  DESIGNATION -  M 1148
 AW1535  PID         -  AW1535
 AW1535  STATE/COUNTY-  TX/HARRIS
 AW1535  USGS QUAD   -  MORGANS POINT (1993)
 AW1535
 AW1535                         *CURRENT SURVEY CONTROL
 AW1535  ___________________________________________________________________
 AW1535* NAD 83(1986)-  29 42 44.     (N)    094 58 56.     (W)     SCALED    
 AW1535* NAVD 88     -         4.047  (meters)      13.28   (feet)  ADJUSTED  
 AW1535  ___________________________________________________________________
 AW1535  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1535  DYNAMIC HT  -           4.042 (meters)      13.26  (feet)  COMP
 AW1535  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW1535
 AW1535  VERT ORDER  -  FIRST     CLASS II
 AW1535
 AW1535.The horizontal coordinates were scaled from a topographic map and have
 AW1535.an estimated accuracy of +/- 6 seconds.
 AW1535
 AW1535.The orthometric height was determined by differential leveling
 AW1535.and adjusted by the National Geodetic Survey in June 1991..
 AW1535
 AW1535.The geoid height was determined by GEOID03.
 AW1535
 AW1535.The dynamic height is computed by dividing the NAVD 88
 AW1535.geopotential number by the normal gravity value computed on the
 AW1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1535.degrees latitude (g = 980.6199 gals.).
 AW1535
 AW1535.The modeled gravity was interpolated from observed gravity values.
 AW1535
 AW1535;                    North         East    Units  Estimated Accuracy
 AW1535;SPC TXSC     - 4,214,910.      988,650.      MT  (+/- 180 meters Scaled)
 AW1535
 AW1535                          SUPERSEDED SURVEY CONTROL
 AW1535
 AW1535  NGVD 29 (12/23/87)    4.045  (m)           13.27   (f) ADJUSTED    1 2
 AW1535
 AW1535.Superseded values are not recommended for survey control.
 AW1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1535.See file dsdata.txt to determine how the superseded data were derived.
 AW1535
 AW1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN082885(NAD 83)
 AW1535_MARKER: DB = BENCH MARK DISK
 AW1535_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1535_SP_SET: OIL WELL CASING
 AW1535_STAMPING: M 1148 1959
 AW1535_MARK LOGO: CGS   
 AW1535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1535+STABILITY: POSITION/ELEVATION WELL
 AW1535
 AW1535  HISTORY     - Date     Condition        Report By
 AW1535  HISTORY     - 1959     MONUMENTED       CGS
 AW1535  HISTORY     - 1973     GOOD             NGS
 AW1535  HISTORY     - 1978     GOOD             NGS
 AW1535  HISTORY     - 1987     GOOD             USPSQD
 AW1535  HISTORY     - 1987     GOOD             NGS
 AW1535  HISTORY     - 1988     GOOD             USPSQD
 AW1535  HISTORY     - 1988     GOOD             USPSQD
 AW1535  HISTORY     - 1989     GOOD             USPSQD
 AW1535  HISTORY     - 1989     GOOD             USPSQD
 AW1535  HISTORY     - 19940219 GOOD             USPSQD
 AW1535  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1535
 AW1535                          STATION DESCRIPTION
 AW1535
 AW1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1535'2.05 MI SW FROM BAYTOWN.
 AW1535'ABOUT 0.15 MILE EAST ALONG WEST DEFEE ST. FROM POST OFFICE AT BAYTOWN,
 AW1535'THENCE 0.8 MILE SOUTH ALONG SOUTH MAIN ST., THENCE 0.5 MILE WEST ALONG
 AW1535'W. MAIN ST., THENCE 0.45 MILE SOUTH ALONG LEE DR., THENCE 0.15 MILE
 AW1535'SOUTH ALONG HOG ISLAND RD., 153 FEET WEST OF CENTER LINE OF THE ROAD,
 AW1535'ABOUT 147 FEET NORTHWEST OF POWER POLE L 309-20T, AT SIMMS-SHILLING
 AW1535'LEASE WELL 25, 92 FEET SOUTHEAST OF THE SOUTHEAST LEG OF OIL WELL
 AW1535'DERRICK 37, IN TOP OF AN 8-INCH OIL WELL CASING FILLED WITH CONCRETE
 AW1535'WHICH PROJECTS 0.2 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT 3 1/2
 AW1535'FEET ABOVE THE LEVEL OF THE ROAD.
 AW1535
 AW1535                          STATION RECOVERY (1978)
 AW1535
 AW1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1535'RECOVERED IN GOOD CONDITION.
 AW1535
 AW1535                          STATION RECOVERY (1987)
 AW1535
 AW1535'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1535'RECOVERED IN GOOD CONDITION.
 AW1535
 AW1535                          STATION RECOVERY (1987)
 AW1535
 AW1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1535'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 AW1535'OIL DERRICK MENTIONED THEREIN NO LONGER EXIST. ADD-27.28 METERS (89.5
 AW1535'FT) SOUTH-SOUTHWEST OF A UTILITY POLE WITH LINES RUNNING ABOVE THE
 AW1535'MARK, AND THE CASING NOW PROJECTS 0.76 METER (2.5 FT).
 AW1535
 AW1535                          STATION RECOVERY (1988)
 AW1535
 AW1535'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1535'RECOVERED IN GOOD CONDITION.
 AW1535
 AW1535                          STATION RECOVERY (1988)
 AW1535
 AW1535'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1535'RECOVERED IN GOOD CONDITION.
 AW1535
 AW1535                          STATION RECOVERY (1989)
 AW1535
 AW1535'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1535'RECOVERED IN GOOD CONDITION.
 AW1535
 AW1535                          STATION RECOVERY (1989)
 AW1535
 AW1535'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1535'RECOVERED IN GOOD CONDITION.
 AW1535
 AW1535                          STATION RECOVERY (1994)
 AW1535
 AW1535'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1535'RECOVERED IN GOOD CONDITION.
 AW1535
 AW1535                          STATION RECOVERY (2001)
 AW1535
 AW1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1167 ***********************************************************************
 BL1167  DESIGNATION -  M 1149
 BL1167  PID         -  BL1167
 BL1167  STATE/COUNTY-  TX/MONTGOMERY
 BL1167  USGS QUAD   -  CONROE (1976)
 BL1167
 BL1167                         *CURRENT SURVEY CONTROL
 BL1167  ___________________________________________________________________
 BL1167* NAD 83(1986)-  30 15 32.     (N)    095 27 24.     (W)     SCALED    
 BL1167* NAVD 88     -        38.167  (meters)     125.22   (feet)  ADJUSTED  
 BL1167  ___________________________________________________________________
 BL1167  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL1167  DYNAMIC HT  -          38.116 (meters)     125.05  (feet)  COMP
 BL1167  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 BL1167  OBS GRAVITY -     979,310.0   (mgal)                       GRAV_OBS
 BL1167
 BL1167  VERT ORDER  -  FIRST     CLASS I
 BL1167
 BL1167.The horizontal coordinates were scaled from a topographic map and have
 BL1167.an estimated accuracy of +/- 6 seconds.
 BL1167
 BL1167.The orthometric height was determined by differential leveling
 BL1167.and adjusted by the National Geodetic Survey in June 1991..
 BL1167
 BL1167.The geoid height was determined by GEOID03.
 BL1167
 BL1167.The dynamic height is computed by dividing the NAVD 88
 BL1167.geopotential number by the normal gravity value computed on the
 BL1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1167.degrees latitude (g = 980.6199 gals.).
 BL1167
 BL1167.The modeled gravity was interpolated from observed gravity values.
 BL1167.The observed gravity was obtained from relative gravimeter ties
 BL1167.to the IGSN71 gravity network.
 BL1167
 BL1167;                    North         East    Units  Estimated Accuracy
 BL1167;SPC TX C     - 3,075,940.    1,169,140.      MT  (+/- 180 meters Scaled)
 BL1167
 BL1167                          SUPERSEDED SURVEY CONTROL
 BL1167
 BL1167  NGVD 29 (12/23/87)   38.169  (m)          125.23   (f) ADJUSTED    1 1
 BL1167
 BL1167.Superseded values are not recommended for survey control.
 BL1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1167.See file dsdata.txt to determine how the superseded data were derived.
 BL1167
 BL1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP636500(NAD 83)
 BL1167_MARKER: DB = BENCH MARK DISK
 BL1167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1167_SP_SET: HEADWALL
 BL1167_STAMPING: M 1149 1959
 BL1167_MARK LOGO: CGS   
 BL1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1167+STABILITY: SURFACE MOTION
 BL1167
 BL1167  HISTORY     - Date     Condition        Report By
 BL1167  HISTORY     - 1959     MONUMENTED       CGS
 BL1167  HISTORY     - 1973     GOOD             NGS
 BL1167  HISTORY     - 1978     GOOD             NGS
 BL1167  HISTORY     - 1987     SEE DESCRIPTION  NGS
 BL1167  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1167
 BL1167                          STATION DESCRIPTION
 BL1167
 BL1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1167'3.5 MI S FROM CONROE.
 BL1167'ABOUT 3.5 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1167'STATION AT CONROE, ABOUT 7 1/2 POLES SOUTH OF MILE POST 115, SET IN
 BL1167'THE TOP SOUTH END OF THE EAST CONCRETE HEADWALL TO A 5-FOOT BOX
 BL1167'CULVERT UNDER INTERSTATE 45, 219.2 FEET NORTHWEST OF THE NORTHWEST END
 BL1167'OF TRESSEL 1152, 38 1/2 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND
 BL1167'LANE OF I-45, 39 FEET WEST OF THE CENTER LINE OF US HIGHWAY 75, 0.7
 BL1167'FOOT NORTH OF THE SOUTH END OF THE EAST HEADWALL, AND ABOUT 3 FEET
 BL1167'BELOW THE LEVEL OF THE ROAD.
 BL1167
 BL1167                          STATION RECOVERY (1978)
 BL1167
 BL1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1167'RECOVERED IN GOOD CONDITION.
 BL1167
 BL1167                          STATION RECOVERY (1987)
 BL1167
 BL1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1167'NOTE--THE CULVERT THIS MARK IS IN WAS DISTURBED AFTER LEVELING AND THE
 BL1167'ELEVATION SHOULD BE USED WITH CAUTION.  A NEW TO REACH FOLLOWS.
 BL1167'5.6 KM (3.50 MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL1167'ITS JUNCTION WITH AVENUE A IN CONROE.  ADD--38.4 M (126.0 FT) WEST OF
 BL1167'THE NEAR RAIL.
 BL1167
 BL1167                          STATION RECOVERY (2004)
 BL1167
 BL1167'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2159 ***********************************************************************
 CS2159  DESIGNATION -  M 115
 CS2159  PID         -  CS2159
 CS2159  STATE/COUNTY-  TX/HOOD
 CS2159  USGS QUAD   -  ACTON (1979)
 CS2159
 CS2159                         *CURRENT SURVEY CONTROL
 CS2159  ___________________________________________________________________
 CS2159* NAD 83(1986)-  32 29 59.     (N)    097 42 09.     (W)     SCALED    
 CS2159* NAVD 88     -       279.458  (meters)     916.86   (feet)  ADJUSTED  
 CS2159  ___________________________________________________________________
 CS2159  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CS2159  DYNAMIC HT  -         279.120 (meters)     915.75  (feet)  COMP
 CS2159  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 CS2159
 CS2159  VERT ORDER  -  SECOND    CLASS 0
 CS2159
 CS2159.The horizontal coordinates were scaled from a topographic map and have
 CS2159.an estimated accuracy of +/- 6 seconds.
 CS2159
 CS2159.The orthometric height was determined by differential leveling
 CS2159.and adjusted by the National Geodetic Survey in June 1991..
 CS2159
 CS2159.The geoid height was determined by GEOID03.
 CS2159
 CS2159.The dynamic height is computed by dividing the NAVD 88
 CS2159.geopotential number by the normal gravity value computed on the
 CS2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2159.degrees latitude (g = 980.6199 gals.).
 CS2159
 CS2159.The modeled gravity was interpolated from observed gravity values.
 CS2159
 CS2159;                    North         East    Units  Estimated Accuracy
 CS2159;SPC TXNC     - 2,092,660.      674,940.      MT  (+/- 180 meters Scaled)
 CS2159
 CS2159                          SUPERSEDED SURVEY CONTROL
 CS2159
 CS2159  NGVD 29 (??/??/92)  279.43   (m)          916.8    (f) COMPUTED    2 0
 CS2159
 CS2159.Superseded values are not recommended for survey control.
 CS2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2159.See file dsdata.txt to determine how the superseded data were derived.
 CS2159
 CS2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA218965(NAD 83)
 CS2159_MARKER: S = SPIKE
 CS2159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2159_SP_SET: ABUTMENT
 CS2159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2159
 CS2159  HISTORY     - Date     Condition        Report By
 CS2159  HISTORY     - UNK      MONUMENTED       CGS
 CS2159  HISTORY     - 1933     GOOD             NGS
 CS2159  HISTORY     - 1951     MARK NOT FOUND   NGS
 CS2159
 CS2159                          STATION DESCRIPTION
 CS2159
 CS2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS2159'7.1 MI NE FROM GRANBURY.
 CS2159'ALONG THE S.L. AND S.F. R.R. 1.3 MILES NORTHEAST OF WAPLES IN THE
 CS2159'SOUTH END OF THE EAST ABUTMENT.
 CS2159
 CS2159                          STATION RECOVERY (1951)
 CS2159
 CS2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CS2159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0192 ***********************************************************************
 CB0192  DESIGNATION -  M 115 USGS
 CB0192  PID         -  CB0192
 CB0192  STATE/COUNTY-  TX/IRION
 CB0192  USGS QUAD   -  NOELKE NE (1987)
 CB0192
 CB0192                         *CURRENT SURVEY CONTROL
 CB0192  ___________________________________________________________________
 CB0192* NAD 83(1986)-  31 12 42.     (N)    100 50 31.     (W)     SCALED    
 CB0192* NAVD 88     -       683.695  (meters)    2243.09   (feet)  ADJUSTED  
 CB0192  ___________________________________________________________________
 CB0192  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CB0192  DYNAMIC HT  -         682.734 (meters)    2239.94  (feet)  COMP
 CB0192  MODELED GRAV-     979,213.1   (mgal)                       NAVD 88
 CB0192
 CB0192  VERT ORDER  -  SECOND    CLASS 0
 CB0192
 CB0192.The horizontal coordinates were scaled from a topographic map and have
 CB0192.an estimated accuracy of +/- 6 seconds.
 CB0192
 CB0192.The orthometric height was determined by differential leveling
 CB0192.and adjusted by the National Geodetic Survey in June 1991..
 CB0192
 CB0192.The geoid height was determined by GEOID03.
 CB0192
 CB0192.The dynamic height is computed by dividing the NAVD 88
 CB0192.geopotential number by the normal gravity value computed on the
 CB0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0192.degrees latitude (g = 980.6199 gals.).
 CB0192
 CB0192.The modeled gravity was interpolated from observed gravity values.
 CB0192
 CB0192;                    North         East    Units  Estimated Accuracy
 CB0192;SPC TX C     - 3,171,380.      651,540.      MT  (+/- 180 meters Scaled)
 CB0192
 CB0192                          SUPERSEDED SURVEY CONTROL
 CB0192
 CB0192  NGVD 29 (??/??/92)  683.516  (m)         2242.50   (f) ADJ UNCH    2 0
 CB0192
 CB0192.Superseded values are not recommended for survey control.
 CB0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0192.See file dsdata.txt to determine how the superseded data were derived.
 CB0192
 CB0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV245545(NAD 83)
 CB0192_MARKER: DB = BENCH MARK DISK
 CB0192_SETTING: 66 = SET IN ROCK OUTCROP
 CB0192_SP_SET: ROCK LEDGE
 CB0192_STAMPING: M-115-23
 CB0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0192+STABILITY: POSITION/ELEVATION WELL
 CB0192
 CB0192  HISTORY     - Date     Condition        Report By
 CB0192  HISTORY     - UNK      MONUMENTED       USGS
 CB0192  HISTORY     - 1934     GOOD             NGS
 CB0192  HISTORY     - 1940     GOOD             NGS
 CB0192  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0192
 CB0192                          STATION DESCRIPTION
 CB0192
 CB0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0192'3.4 MI SW FROM MERTZON.
 CB0192'3.4 MILES SW OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.3 MILE SW OF
 CB0192'MILE POST 749.  30 FT NW OF CENTER OF TRACK.  48 FT. SE OF CENTER OF
 CB0192'HIGHWAY AND 20 FT. SE OF R/W FENCE.  DISK IS IN ROCK LEDGE.
 CB0192
 CB0192                          STATION RECOVERY (1940)
 CB0192
 CB0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0192'RECOVERED IN GOOD CONDITION.
 CB0192
 CB0192                          STATION RECOVERY (1981)
 CB0192
 CB0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2353 ***********************************************************************
 AW2353  DESIGNATION -  M 1150
 AW2353  PID         -  AW2353
 AW2353  STATE/COUNTY-  TX/HARRIS
 AW2353  USGS QUAD   -  BELLAIRE (1995)
 AW2353
 AW2353                         *CURRENT SURVEY CONTROL
 AW2353  ___________________________________________________________________
 AW2353* NAD 83(1986)-  29 44 06.     (N)    095 22 52.     (W)     SCALED    
 AW2353* NAVD 88     -        16.23   (+/-2cm)      53.2    (feet)  VERTCON   
 AW2353  ___________________________________________________________________
 AW2353  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2353
 AW2353  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2353
 AW2353.The horizontal coordinates were scaled from a topographic map and have
 AW2353.an estimated accuracy of +/- 6 seconds.
 AW2353
 AW2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2353.The vertical order pertains to the NGVD 29 superseded value.
 AW2353
 AW2353.The geoid height was determined by GEOID03.
 AW2353
 AW2353;                    North         East    Units  Estimated Accuracy
 AW2353;SPC TXSC     - 4,216,170.      950,000.      MT  (+/- 180 meters Scaled)
 AW2353
 AW2353                          SUPERSEDED SURVEY CONTROL
 AW2353
 AW2353  NGVD 29 (??/??/92)   16.230  (m)           53.25   (f) ADJ UNCH    1 2
 AW2353
 AW2353.Superseded values are not recommended for survey control.
 AW2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2353.See file dsdata.txt to determine how the superseded data were derived.
 AW2353
 AW2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN697917(NAD 83)
 AW2353_MARKER: DB = BENCH MARK DISK
 AW2353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2353_SP_SET: CONCRETE BASE
 AW2353_STAMPING: M 1150 1959
 AW2353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2353
 AW2353  HISTORY     - Date     Condition        Report By
 AW2353  HISTORY     - 1959     MONUMENTED       CGS
 AW2353  HISTORY     - 1964     GOOD             NGS
 AW2353  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2353  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW2353
 AW2353                          STATION DESCRIPTION
 AW2353
 AW2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2353'2.75 MI SW FROM HOUSTON.
 AW2353'ABOUT 0.4 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2353'RAILROAD STATION AT HOUSTON, THENCE ABOUT 2.35 MILES SOUTH-SOUTHWEST
 AW2353'ALONG MAIN STREET, AT THE INTERSECTION OF EAGLE STREET, 38 FEET
 AW2353'EAST-SOUTHEAST OF THE CENTER LINE OF MAIN STREET, 34 FEET
 AW2353'SOUTH-SOUTHWEST OF THE CENTER LINE OF EAGLE STREET, IN THE TOP OF THE
 AW2353'WEST CORNER OF THE CONCRETE BASE OF THE ALLSTATE AUTO CENTER SIGN, 56
 AW2353'FEET NORTHWEST OF THE NORTHWEST ENTRANCE TO THE ALLSTATE AUTO CENTER
 AW2353'BUILDING, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 AW2353
 AW2353                          STATION RECOVERY (1964)
 AW2353
 AW2353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2353'RECOVERED IN GOOD CONDITION.
 AW2353
 AW2353                          STATION RECOVERY (1978)
 AW2353
 AW2353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2353'NOT RECOVERED.  NOTE=THE SIGN IS NO LONGER AT DESCRIBED LOCATION.
 AW2353
 AW2353                          STATION RECOVERY (1993)
 AW2353
 AW2353'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0694 ***********************************************************************
 CT0694  DESIGNATION -  M 1152
 CT0694  PID         -  CT0694
 CT0694  STATE/COUNTY-  TX/TAYLOR
 CT0694  USGS QUAD   -  LAKE ABILENE (1987)
 CT0694
 CT0694                         *CURRENT SURVEY CONTROL
 CT0694  ___________________________________________________________________
 CT0694* NAD 83(1986)-  32 13 38.     (N)    099 54 55.     (W)     SCALED    
 CT0694* NAVD 88     -       624.414  (meters)    2048.60   (feet)  ADJUSTED  
 CT0694  ___________________________________________________________________
 CT0694  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CT0694  DYNAMIC HT  -         623.594 (meters)    2045.91  (feet)  COMP
 CT0694  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 CT0694
 CT0694  VERT ORDER  -  SECOND    CLASS 0
 CT0694
 CT0694.The horizontal coordinates were scaled from a topographic map and have
 CT0694.an estimated accuracy of +/- 6 seconds.
 CT0694
 CT0694.The orthometric height was determined by differential leveling
 CT0694.and adjusted by the National Geodetic Survey in June 1991..
 CT0694
 CT0694.The geoid height was determined by GEOID03.
 CT0694
 CT0694.The dynamic height is computed by dividing the NAVD 88
 CT0694.geopotential number by the normal gravity value computed on the
 CT0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0694.degrees latitude (g = 980.6199 gals.).
 CT0694
 CT0694.The modeled gravity was interpolated from observed gravity values.
 CT0694
 CT0694;                    North         East    Units  Estimated Accuracy
 CT0694;SPC TXNC     - 2,063,060.      466,600.      MT  (+/- 180 meters Scaled)
 CT0694
 CT0694                          SUPERSEDED SURVEY CONTROL
 CT0694
 CT0694  NGVD 29 (??/??/92)  624.246  (m)         2048.05   (f) ADJ UNCH    2 0
 CT0694
 CT0694.Superseded values are not recommended for survey control.
 CT0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0694.See file dsdata.txt to determine how the superseded data were derived.
 CT0694
 CT0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA137659(NAD 83)
 CT0694_MARKER: DB = BENCH MARK DISK
 CT0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0694_STAMPING: M 1152 1961
 CT0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0694+STABILITY: SURFACE MOTION
 CT0694
 CT0694  HISTORY     - Date     Condition        Report By
 CT0694  HISTORY     - 1961     MONUMENTED       CGS
 CT0694  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CT0694
 CT0694                          STATION DESCRIPTION
 CT0694
 CT0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0694'6.65 MI SW FROM BUFFALO GAP.
 CT0694'0.4 MILES SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0694'GAP, THENCE 4.45 MILES WEST ALONG FARM ROAD 89, THENCE 1.8 MILES WEST
 CT0694'ALONG A GRAVEL ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD, 12
 CT0694'FEET EAST OF A FENCE CORNER, 3 FEET BELOW THE LEVEL OF THE ROAD, 2
 CT0694'FEET SOUTH OF A FENCE, 2.6 FEET WEST OF A METAL WITNESS POST WITH
 CT0694'SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND
 CT0694'AND PROJECTING 8 INCHES ABOVE THE GROUND.
 CT0694
 CT0694                          STATION RECOVERY (1994)
 CT0694
 CT0694'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0636 ***********************************************************************
 CT0636  DESIGNATION -  M 1153
 CT0636  PID         -  CT0636
 CT0636  STATE/COUNTY-  TX/RUNNELS
 CT0636  USGS QUAD   -  BRADSHAW (1967)
 CT0636
 CT0636                         *CURRENT SURVEY CONTROL
 CT0636  ___________________________________________________________________
 CT0636* NAD 83(1986)-  32 00 13.     (N)    099 57 28.     (W)     SCALED    
 CT0636* NAVD 88     -       577.283  (meters)    1893.97   (feet)  ADJUSTED  
 CT0636  ___________________________________________________________________
 CT0636  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CT0636  DYNAMIC HT  -         576.529 (meters)    1891.50  (feet)  COMP
 CT0636  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 CT0636
 CT0636  VERT ORDER  -  SECOND    CLASS 0
 CT0636
 CT0636.The horizontal coordinates were scaled from a topographic map and have
 CT0636.an estimated accuracy of +/- 6 seconds.
 CT0636
 CT0636.The orthometric height was determined by differential leveling
 CT0636.and adjusted by the National Geodetic Survey in June 1991..
 CT0636
 CT0636.The geoid height was determined by GEOID03.
 CT0636
 CT0636.The dynamic height is computed by dividing the NAVD 88
 CT0636.geopotential number by the normal gravity value computed on the
 CT0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0636.degrees latitude (g = 980.6199 gals.).
 CT0636
 CT0636.The modeled gravity was interpolated from observed gravity values.
 CT0636
 CT0636;                    North         East    Units  Estimated Accuracy
 CT0636;SPC TX C     - 3,259,140.      735,490.      MT  (+/- 180 meters Scaled)
 CT0636
 CT0636                          SUPERSEDED SURVEY CONTROL
 CT0636
 CT0636  NGVD 29 (??/??/92)  577.165  (m)         1893.58   (f) ADJ UNCH    2 0
 CT0636
 CT0636.Superseded values are not recommended for survey control.
 CT0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0636.See file dsdata.txt to determine how the superseded data were derived.
 CT0636
 CT0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA095412(NAD 83)
 CT0636_MARKER: DB = BENCH MARK DISK
 CT0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0636_STAMPING: M 1153 1961
 CT0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0636+STABILITY: SURFACE MOTION
 CT0636
 CT0636  HISTORY     - Date     Condition        Report By
 CT0636  HISTORY     - 1961     MONUMENTED       CGS
 CT0636
 CT0636                          STATION DESCRIPTION
 CT0636
 CT0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0636'3.45 MI N FROM WINTERS.
 CT0636'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CT0636'THENCE 3.35 MILES NORTH ALONG U.S. HIGHWAY 83, 50 FEET WEST OF CENTER
 CT0636'LINE OF THE HIGHWAY, 42 FEET EAST OF THE EAST RAIL, 23 FEET NORTH OF
 CT0636'THE CENTER OF A DIRT ROAD, 5 FEET NORTH OF A TELEPHONE POLE WITH TWO
 CT0636'GUY WIRES, 3 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 CT0636'OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0220 ***********************************************************************
 CU0220  DESIGNATION -  M 1157
 CU0220  PID         -  CU0220
 CU0220  STATE/COUNTY-  TX/TAYLOR
 CU0220  USGS QUAD   -  MERKEL WEST (1984)
 CU0220
 CU0220                         *CURRENT SURVEY CONTROL
 CU0220  ___________________________________________________________________
 CU0220* NAD 83(1986)-  32 23 08.     (N)    100 04 10.     (W)     SCALED    
 CU0220* NAVD 88     -       598.620  (meters)    1963.97   (feet)  ADJUSTED  
 CU0220  ___________________________________________________________________
 CU0220  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CU0220  DYNAMIC HT  -         597.834 (meters)    1961.39  (feet)  COMP
 CU0220  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 CU0220
 CU0220  VERT ORDER  -  SECOND    CLASS 0
 CU0220
 CU0220.The horizontal coordinates were scaled from a topographic map and have
 CU0220.an estimated accuracy of +/- 6 seconds.
 CU0220
 CU0220.The orthometric height was determined by differential leveling
 CU0220.and adjusted by the National Geodetic Survey in June 1991..
 CU0220
 CU0220.The geoid height was determined by GEOID03.
 CU0220
 CU0220.The dynamic height is computed by dividing the NAVD 88
 CU0220.geopotential number by the normal gravity value computed on the
 CU0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0220.degrees latitude (g = 980.6199 gals.).
 CU0220
 CU0220.The modeled gravity was interpolated from observed gravity values.
 CU0220
 CU0220;                    North         East    Units  Estimated Accuracy
 CU0220;SPC TXNC     - 2,080,820.      452,340.      MT  (+/- 180 meters Scaled)
 CU0220
 CU0220                          SUPERSEDED SURVEY CONTROL
 CU0220
 CU0220  NGVD 29 (??/??/92)  598.433  (m)         1963.36   (f) ADJ UNCH    2 0
 CU0220
 CU0220.Superseded values are not recommended for survey control.
 CU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0220.See file dsdata.txt to determine how the superseded data were derived.
 CU0220
 CU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA994836(NAD 83)
 CU0220_MARKER: DB = BENCH MARK DISK
 CU0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0220_STAMPING: M 1157 1961
 CU0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0220+STABILITY: SURFACE MOTION
 CU0220
 CU0220  HISTORY     - Date     Condition        Report By
 CU0220  HISTORY     - 1961     MONUMENTED       CGS
 CU0220  HISTORY     - 1982     GOOD             NGS
 CU0220  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0220  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0220
 CU0220                          STATION DESCRIPTION
 CU0220
 CU0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0220'8.6 MI S FROM MERKEL.
 CU0220'8.6 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0220'ABOUT 300 FEET NORTH OF A FARM HOUSE, 1 FOOT SOUTHEAST OF A FENCE,
 CU0220'LEVEL WITH THE ROAD, 5 FEET NORTH OF A METAL WITNESS POST WITH SIGN,
 CU0220'SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND
 CU0220'FLUSH WITH THE GROUND.
 CU0220
 CU0220                          STATION RECOVERY (1982)
 CU0220
 CU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0220'ADD: 11.8 M (38.7 FT) NNW OF THE CENTERLINE OF THE ROADING 3.1 M
 CU0220'(10.2 FT) WSW OF THE CENTER OF A FIELD ENTRANCE.
 CU0220
 CU0220                          STATION RECOVERY (1994)
 CU0220
 CU0220'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0220'MARK NOT FOUND.
 CU0220
 CU0220                          STATION RECOVERY (2001)
 CU0220
 CU0220'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0265 ***********************************************************************
 CU0265  DESIGNATION -  M 1158
 CU0265  PID         -  CU0265
 CU0265  STATE/COUNTY-  TX/TAYLOR
 CU0265  USGS QUAD   -  SHEP (1987)
 CU0265
 CU0265                         *CURRENT SURVEY CONTROL
 CU0265  ___________________________________________________________________
 CU0265* NAD 83(1986)-  32 13 58.     (N)    100 01 48.     (W)     SCALED    
 CU0265* NAVD 88     -       734.631  (meters)    2410.20   (feet)  ADJUSTED  
 CU0265  ___________________________________________________________________
 CU0265  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CU0265  DYNAMIC HT  -         733.652 (meters)    2406.99  (feet)  COMP
 CU0265  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 CU0265
 CU0265  VERT ORDER  -  SECOND    CLASS 0
 CU0265
 CU0265.The horizontal coordinates were scaled from a topographic map and have
 CU0265.an estimated accuracy of +/- 6 seconds.
 CU0265
 CU0265.The orthometric height was determined by differential leveling
 CU0265.and adjusted by the National Geodetic Survey in June 1991..
 CU0265
 CU0265.The geoid height was determined by GEOID03.
 CU0265
 CU0265.The dynamic height is computed by dividing the NAVD 88
 CU0265.geopotential number by the normal gravity value computed on the
 CU0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0265.degrees latitude (g = 980.6199 gals.).
 CU0265
 CU0265.The modeled gravity was interpolated from observed gravity values.
 CU0265
 CU0265;                    North         East    Units  Estimated Accuracy
 CU0265;SPC TXNC     - 2,063,830.      455,800.      MT  (+/- 180 meters Scaled)
 CU0265
 CU0265                          SUPERSEDED SURVEY CONTROL
 CU0265
 CU0265  NGVD 29 (??/??/92)  734.444  (m)         2409.59   (f) ADJ UNCH    2 0
 CU0265
 CU0265.Superseded values are not recommended for survey control.
 CU0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0265.See file dsdata.txt to determine how the superseded data were derived.
 CU0265
 CU0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA029667(NAD 83)
 CU0265_MARKER: DB = BENCH MARK DISK
 CU0265_SETTING: 66 = SET IN ROCK OUTCROP
 CU0265_SP_SET: OUTCROP
 CU0265_STAMPING: M 1158 1961
 CU0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0265+STABILITY: POSITION/ELEVATION WELL
 CU0265
 CU0265  HISTORY     - Date     Condition        Report By
 CU0265  HISTORY     - 1961     MONUMENTED       CGS
 CU0265  HISTORY     - 19940707 GOOD             USPSQD
 CU0265
 CU0265                          STATION DESCRIPTION
 CU0265
 CU0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0265'12.0 MI SW FROM VIEW.
 CU0265'12.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0265'AT VIEW 39 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 CU0265'SOUTHEAST OF A FENCE AT THE WEST EDGE OF A GRADE DITCH, 3 FEET BELOW
 CU0265'THE LEVEL OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF AN OUTCROP
 CU0265'OF ROCK.
 CU0265
 CU0265                          STATION RECOVERY (1994)
 CU0265
 CU0265'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0619 ***********************************************************************
 CT0619  DESIGNATION -  M 1159
 CT0619  PID         -  CT0619
 CT0619  STATE/COUNTY-  TX/CALLAHAN
 CT0619  USGS QUAD   -  LAWN (1967)
 CT0619
 CT0619                         *CURRENT SURVEY CONTROL
 CT0619  ___________________________________________________________________
 CT0619* NAD 83(1986)-  32 08 42.     (N)    099 37 40.     (W)     SCALED    
 CT0619* NAVD 88     -       612.035  (meters)    2007.98   (feet)  POSTED    
 CT0619  ___________________________________________________________________
 CT0619  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CT0619  DYNAMIC HT  -         611.230 (meters)    2005.34  (feet)  COMP
 CT0619  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 CT0619
 CT0619  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0619
 CT0619.The horizontal coordinates were scaled from a topographic map and have
 CT0619.an estimated accuracy of +/- 6 seconds.
 CT0619
 CT0619.The orthometric height was determined by differential leveling
 CT0619.and adjusted by the National Geodetic Survey in 1992..
 CT0619.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0619.rate of 1.1 thru 2.0 mm/km.
 CT0619
 CT0619.The geoid height was determined by GEOID03.
 CT0619
 CT0619.The dynamic height is computed by dividing the NAVD 88
 CT0619.geopotential number by the normal gravity value computed on the
 CT0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0619.degrees latitude (g = 980.6199 gals.).
 CT0619
 CT0619.The modeled gravity was interpolated from observed gravity values.
 CT0619
 CT0619;                    North         East    Units  Estimated Accuracy
 CT0619;SPC TXNC     - 2,053,620.      493,600.      MT  (+/- 180 meters Scaled)
 CT0619
 CT0619                          SUPERSEDED SURVEY CONTROL
 CT0619
 CT0619  NGVD 29 (??/??/92)  611.892  (m)         2007.52   (f) ADJ UNCH    1 2
 CT0619
 CT0619.Superseded values are not recommended for survey control.
 CT0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0619.See file dsdata.txt to determine how the superseded data were derived.
 CT0619
 CT0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA407566(NAD 83)
 CT0619_MARKER: DB = BENCH MARK DISK
 CT0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0619_STAMPING: M 1159 1961
 CT0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0619+STABILITY: SURFACE MOTION
 CT0619
 CT0619  HISTORY     - Date     Condition        Report By
 CT0619  HISTORY     - 1961     MONUMENTED       CGS
 CT0619
 CT0619                          STATION DESCRIPTION
 CT0619
 CT0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0619'7.15 MI E FROM LAWN.
 CT0619'7.15 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0619'40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 9 FEET WEST OF THE
 CT0619'CENTER OF A FARM ROAD, 3 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 CT0619'2 FEET BELOW THE LEVEL OF THE ROAD, SET IN TOP OF A CYLINDRICAL
 CT0619'CONCRETE POST 2 FEET BELOW THE SURFACE OF THE GROUND, COVERED WITH
 CT0619'DIRT AND BROKEN GLASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1045 ***********************************************************************
 BZ1045  DESIGNATION -  M 116
 BZ1045  PID         -  BZ1045
 BZ1045  STATE/COUNTY-  TX/BOSQUE
 BZ1045  USGS QUAD   -  IREDELL (1979)
 BZ1045
 BZ1045                         *CURRENT SURVEY CONTROL
 BZ1045  ___________________________________________________________________
 BZ1045* NAD 83(1986)-  31 59 04.     (N)    097 52 15.     (W)     SCALED    
 BZ1045* NAVD 88     -       275.510  (meters)     903.90   (feet)  POSTED    
 BZ1045  ___________________________________________________________________
 BZ1045  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BZ1045  DYNAMIC HT  -         275.170 (meters)     902.79  (feet)  COMP
 BZ1045  MODELED GRAV-     979,387.6   (mgal)                       NAVD 88
 BZ1045
 BZ1045  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 BZ1045
 BZ1045.The horizontal coordinates were scaled from a topographic map and have
 BZ1045.an estimated accuracy of +/- 6 seconds.
 BZ1045
 BZ1045.The orthometric height was determined by differential leveling
 BZ1045.and adjusted by the National Geodetic Survey in 1992..
 BZ1045.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 BZ1045.rate greater than 8.0 mm/km.
 BZ1045
 BZ1045.The geoid height was determined by GEOID03.
 BZ1045
 BZ1045.The dynamic height is computed by dividing the NAVD 88
 BZ1045.geopotential number by the normal gravity value computed on the
 BZ1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1045.degrees latitude (g = 980.6199 gals.).
 BZ1045
 BZ1045.The modeled gravity was interpolated from observed gravity values.
 BZ1045
 BZ1045;                    North         East    Units  Estimated Accuracy
 BZ1045;SPC TX C     - 3,259,530.      932,720.      MT  (+/- 180 meters Scaled)
 BZ1045
 BZ1045                          SUPERSEDED SURVEY CONTROL
 BZ1045
 BZ1045  NGVD 29 (??/??/92)  275.44   (m)          903.7    (f) COMPUTED    2 0
 BZ1045
 BZ1045.Superseded values are not recommended for survey control.
 BZ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1045.See file dsdata.txt to determine how the superseded data were derived.
 BZ1045
 BZ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA066392(NAD 83)
 BZ1045_MARKER: DB = BENCH MARK DISK
 BZ1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ1045_SP_SET: STONE WALL
 BZ1045_STAMPING: M 116 1933 903.827
 BZ1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1045
 BZ1045  HISTORY     - Date     Condition        Report By
 BZ1045  HISTORY     - 1933     MONUMENTED       CGS
 BZ1045  HISTORY     - 1951     GOOD             NGS
 BZ1045  HISTORY     - 19990910 GOOD             USPSQD
 BZ1045  HISTORY     - 20010317 GOOD             USPSQD
 BZ1045  HISTORY     - 20060703 GOOD             GEOCAC
 BZ1045
 BZ1045                          STATION DESCRIPTION
 BZ1045
 BZ1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ1045'IN IREDELL.
 BZ1045'AT IREDELL, BOSQUE COUNTY, ON THE EAST SIDE OF MAIN STREET, IN THE
 BZ1045'STONE WALL BETWEEN THE OLD IREDELL STATE BANK BUILDING AND THE T.
 BZ1045'MITCHELL GENERAL MERCHANDISE STORE, AND IN THE THIRD STONE ABOVE THE
 BZ1045'WALK.  A STANDARD DISK, STAMPED M 116 1933 903.827.
 BZ1045
 BZ1045                          STATION RECOVERY (1999)
 BZ1045
 BZ1045'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1045'RECOVERED IN GOOD CONDITION.
 BZ1045
 BZ1045                          STATION RECOVERY (2001)
 BZ1045
 BZ1045'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1045'RECOVERED IN GOOD CONDITION.
 BZ1045
 BZ1045                          STATION RECOVERY (2006)
 BZ1045
 BZ1045'RECOVERY NOTE BY GEOCACHING 2006 (WSP)
 BZ1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0704 ***********************************************************************
 CT0704  DESIGNATION -  M 1160
 CT0704  PID         -  CT0704
 CT0704  STATE/COUNTY-  TX/TAYLOR
 CT0704  USGS QUAD   -  TUSCOLA (1967)
 CT0704
 CT0704                         *CURRENT SURVEY CONTROL
 CT0704  ___________________________________________________________________
 CT0704* NAD 83(1986)-  32 13 08.     (N)    099 49 18.     (W)     SCALED    
 CT0704* NAVD 88     -       608.741  (meters)    1997.18   (feet)  ADJUSTED  
 CT0704  ___________________________________________________________________
 CT0704  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CT0704  DYNAMIC HT  -         607.945 (meters)    1994.57  (feet)  COMP
 CT0704  MODELED GRAV-     979,312.6   (mgal)                       NAVD 88
 CT0704
 CT0704  VERT ORDER  -  SECOND    CLASS 0
 CT0704
 CT0704.The horizontal coordinates were scaled from a topographic map and have
 CT0704.an estimated accuracy of +/- 6 seconds.
 CT0704
 CT0704.The orthometric height was determined by differential leveling
 CT0704.and adjusted by the National Geodetic Survey in June 1991..
 CT0704
 CT0704.The geoid height was determined by GEOID03.
 CT0704
 CT0704.The dynamic height is computed by dividing the NAVD 88
 CT0704.geopotential number by the normal gravity value computed on the
 CT0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0704.degrees latitude (g = 980.6199 gals.).
 CT0704
 CT0704.The modeled gravity was interpolated from observed gravity values.
 CT0704
 CT0704;                    North         East    Units  Estimated Accuracy
 CT0704;SPC TXNC     - 2,062,020.      475,420.      MT  (+/- 180 meters Scaled)
 CT0704
 CT0704                          SUPERSEDED SURVEY CONTROL
 CT0704
 CT0704  NGVD 29 (??/??/92)  608.585  (m)         1996.67   (f) ADJ UNCH    2 0
 CT0704
 CT0704.Superseded values are not recommended for survey control.
 CT0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0704.See file dsdata.txt to determine how the superseded data were derived.
 CT0704
 CT0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA225649(NAD 83)
 CT0704_MARKER: DB = BENCH MARK DISK
 CT0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0704_STAMPING: M 1160 1961
 CT0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0704+STABILITY: SURFACE MOTION
 CT0704
 CT0704  HISTORY     - Date     Condition        Report By
 CT0704  HISTORY     - 1961     MONUMENTED       CGS
 CT0704  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0704  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 CT0704
 CT0704                          STATION DESCRIPTION
 CT0704
 CT0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0704'2.15 MI W FROM TUSCOLA.
 CT0704'2.15 MILES WEST ALONG FARM ROAD 613 FROM THE POST OFFICE AT TUSCOLA,
 CT0704'46 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD, 32 FEET SOUTH OF THE
 CT0704'CENTER LINE OF FARM ROAD 613, 25 FEET WEST OF A REA CO-OP POWER POLE,
 CT0704'4 FEET EAST OF THE EAST GATE POST, 1 FOOT SOUTH OF A FENCE, LEVEL WITH
 CT0704'THE ROAD, 2.8 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 CT0704'OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 6
 CT0704'INCHES ABOVE THE GROUND.
 CT0704
 CT0704                          STATION RECOVERY (1982)
 CT0704
 CT0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0704'MARK NOT FOUND.
 CT0704
 CT0704                          STATION RECOVERY (1994)
 CT0704
 CT0704'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0392 ***********************************************************************
 CR0392  DESIGNATION -  M 1161
 CR0392  PID         -  CR0392
 CR0392  STATE/COUNTY-  TX/SMITH
 CR0392  USGS QUAD   -  BULLARD (1973)
 CR0392
 CR0392                         *CURRENT SURVEY CONTROL
 CR0392  ___________________________________________________________________
 CR0392* NAD 83(1986)-  32 10 08.     (N)    095 20 32.     (W)     SCALED    
 CR0392* NAVD 88     -       153.296  (meters)     502.94   (feet)  ADJUSTED  
 CR0392  ___________________________________________________________________
 CR0392  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0392  DYNAMIC HT  -         153.114 (meters)     502.34  (feet)  COMP
 CR0392  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 CR0392
 CR0392  VERT ORDER  -  FIRST     CLASS II
 CR0392
 CR0392.The horizontal coordinates were scaled from a topographic map and have
 CR0392.an estimated accuracy of +/- 6 seconds.
 CR0392
 CR0392.The orthometric height was determined by differential leveling
 CR0392.and adjusted by the National Geodetic Survey in June 1991..
 CR0392
 CR0392.The geoid height was determined by GEOID03.
 CR0392
 CR0392.The dynamic height is computed by dividing the NAVD 88
 CR0392.geopotential number by the normal gravity value computed on the
 CR0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0392.degrees latitude (g = 980.6199 gals.).
 CR0392
 CR0392.The modeled gravity was interpolated from observed gravity values.
 CR0392
 CR0392;                    North         East    Units  Estimated Accuracy
 CR0392;SPC TXNC     - 2,060,170.      897,790.      MT  (+/- 180 meters Scaled)
 CR0392
 CR0392                          SUPERSEDED SURVEY CONTROL
 CR0392
 CR0392  NGVD 29 (??/??/92)  153.323  (m)          503.03   (f) ADJ UNCH    1 2
 CR0392
 CR0392.Superseded values are not recommended for survey control.
 CR0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0392.See file dsdata.txt to determine how the superseded data were derived.
 CR0392
 CR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR791615(NAD 83)
 CR0392_MARKER: DB = BENCH MARK DISK
 CR0392_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0392_SP_SET: COPPER-CLAD STEEL ROD
 CR0392_STAMPING: M 1161 1959
 CR0392_PROJECTION: FLUSH
 CR0392_MAGNETIC: I = MARKER IS A STEEL ROD
 CR0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0392+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0392_ROD/PIPE-DEPTH: 4.0  meters
 CR0392
 CR0392  HISTORY     - Date     Condition        Report By
 CR0392  HISTORY     - 1959     MONUMENTED       CGS
 CR0392  HISTORY     - 19910420 GOOD             USPSQD
 CR0392  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0392  HISTORY     - 19980817 GOOD             TXDOT
 CR0392  HISTORY     - 20050712 GOOD             USPSQD
 CR0392
 CR0392                          STATION DESCRIPTION
 CR0392
 CR0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0392'2.4 MI NW FROM BULLARD.
 CR0392'ABOUT 2.4 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0392'FROM THE POST OFFICE AT BULLARD, 3 POLES NORTHWEST OF MILEPOST 561, IN
 CR0392'LINE WITH THE POLES, 18 FEET NORTHEAST OF THE NORTHEAST RAIL, 61 FEET
 CR0392'NORTH-NORTHWEST OF THE CENTER OF A CROSSING, 59 FEET SOUTHWEST OF THE
 CR0392'CENTER LINE OF FARM ROAD 2493, 21 FEET NORTHWEST OF A TELEPHONE POLE,
 CR0392'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 CR0392'LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 CR0392'WHICH IS DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED IN A 6-INCH TILE
 CR0392'PROJECTING 6 INCHES.
 CR0392
 CR0392                          STATION RECOVERY (1991)
 CR0392
 CR0392'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 CR0392'RECOVERED IN GOOD CONDITION.
 CR0392
 CR0392                          STATION RECOVERY (1996)
 CR0392
 CR0392'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0392'MARK NOT FOUND.
 CR0392
 CR0392                          STATION RECOVERY (1998)
 CR0392
 CR0392'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CR0392'RAILROAD HAS BEEN ABANDONED, TRACKS REMOVED.
 CR0392
 CR0392                          STATION RECOVERY (2005)
 CR0392
 CR0392'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0392'GP IS OK BUT NO TRACE OF RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0315 ***********************************************************************
 CR0315  DESIGNATION -  M 1162
 CR0315  PID         -  CR0315
 CR0315  STATE/COUNTY-  TX/SMITH
 CR0315  USGS QUAD   -  LINDALE (1981)
 CR0315
 CR0315                         *CURRENT SURVEY CONTROL
 CR0315  ___________________________________________________________________
 CR0315* NAD 83(1986)-  32 35 52.     (N)    095 26 39.     (W)     SCALED    
 CR0315* NAVD 88     -        99.134  (meters)     325.24   (feet)  ADJUSTED  
 CR0315  ___________________________________________________________________
 CR0315  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CR0315  DYNAMIC HT  -          99.021 (meters)     324.87  (feet)  COMP
 CR0315  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 CR0315
 CR0315  VERT ORDER  -  FIRST     CLASS II
 CR0315
 CR0315.The horizontal coordinates were scaled from a topographic map and have
 CR0315.an estimated accuracy of +/- 6 seconds.
 CR0315
 CR0315.The orthometric height was determined by differential leveling
 CR0315.and adjusted by the National Geodetic Survey in June 1991..
 CR0315
 CR0315.The geoid height was determined by GEOID03.
 CR0315
 CR0315.The dynamic height is computed by dividing the NAVD 88
 CR0315.geopotential number by the normal gravity value computed on the
 CR0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0315.degrees latitude (g = 980.6199 gals.).
 CR0315
 CR0315.The modeled gravity was interpolated from observed gravity values.
 CR0315
 CR0315;                    North         East    Units  Estimated Accuracy
 CR0315;SPC TXNC     - 2,107,420.      886,800.      MT  (+/- 180 meters Scaled)
 CR0315
 CR0315                          SUPERSEDED SURVEY CONTROL
 CR0315
 CR0315  NGVD 29 (??/??/92)   99.165  (m)          325.34   (f) ADJ UNCH    1 2
 CR0315
 CR0315.Superseded values are not recommended for survey control.
 CR0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0315.See file dsdata.txt to determine how the superseded data were derived.
 CR0315
 CR0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS706093(NAD 83)
 CR0315_MARKER: DB = BENCH MARK DISK
 CR0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0315_STAMPING: M 1162 1959
 CR0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0315+STABILITY: SURFACE MOTION
 CR0315
 CR0315  HISTORY     - Date     Condition        Report By
 CR0315  HISTORY     - 1959     MONUMENTED       CGS
 CR0315  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0315
 CR0315                          STATION DESCRIPTION
 CR0315
 CR0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0315'5.45 MI S FROM MINEOLA.
 CR0315'ABOUT 5.45 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0315'FROM THE TEXAS AND PACIFIC RAILROAD STATION AT MINEOLA, OR ABOUT 6.3
 CR0315'MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM THE
 CR0315'STATION AT LINDALE, 3 1/4 POLES SOUTHEAST OF MILEPOST 39, 35 1/2 FEET
 CR0315'SOUTHWEST OF THE SOUTHWEST RAIL, 9 FEET SOUTHEAST OF THE CENTER OF A
 CR0315'WIRE GATE, 2 FEET NORTHEAST OF THE SOUTHWEST RAILROAD RIGHT-OF-WAY
 CR0315'FENCE, 1.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 CR0315'ABOVE THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 CR0315'PROJECTING 7 INCHES.
 CR0315
 CR0315                          STATION RECOVERY (2004)
 CR0315
 CR0315'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0818 ***********************************************************************
 CR0818  DESIGNATION -  M 1163
 CR0818  PID         -  CR0818
 CR0818  STATE/COUNTY-  TX/WOOD
 CR0818  USGS QUAD   -  CALVARY (1981)
 CR0818
 CR0818                         *CURRENT SURVEY CONTROL
 CR0818  ___________________________________________________________________
 CR0818* NAD 83(1986)-  32 46 00.     (N)    095 36 26.     (W)     SCALED    
 CR0818* NAVD 88     -       136.630  (meters)     448.26   (feet)  ADJUSTED  
 CR0818  ___________________________________________________________________
 CR0818  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CR0818  DYNAMIC HT  -         136.476 (meters)     447.75  (feet)  COMP
 CR0818  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 CR0818
 CR0818  VERT ORDER  -  FIRST     CLASS II
 CR0818
 CR0818.The horizontal coordinates were scaled from a topographic map and have
 CR0818.an estimated accuracy of +/- 6 seconds.
 CR0818
 CR0818.The orthometric height was determined by differential leveling
 CR0818.and adjusted by the National Geodetic Survey in June 1991..
 CR0818
 CR0818.The geoid height was determined by GEOID03.
 CR0818
 CR0818.The dynamic height is computed by dividing the NAVD 88
 CR0818.geopotential number by the normal gravity value computed on the
 CR0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0818.degrees latitude (g = 980.6199 gals.).
 CR0818
 CR0818.The modeled gravity was interpolated from observed gravity values.
 CR0818
 CR0818;                    North         East    Units  Estimated Accuracy
 CR0818;SPC TXNC     - 2,125,710.      870,980.      MT  (+/- 180 meters Scaled)
 CR0818
 CR0818                          SUPERSEDED SURVEY CONTROL
 CR0818
 CR0818  NGVD 29 (??/??/92)  136.650  (m)          448.33   (f) ADJ UNCH    1 2
 CR0818
 CR0818.Superseded values are not recommended for survey control.
 CR0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0818.See file dsdata.txt to determine how the superseded data were derived.
 CR0818
 CR0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS557284(NAD 83)
 CR0818_MARKER: DB = BENCH MARK DISK
 CR0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0818_STAMPING: M 1163 1959
 CR0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0818+STABILITY: SURFACE MOTION
 CR0818
 CR0818  HISTORY     - Date     Condition        Report By
 CR0818  HISTORY     - 1959     MONUMENTED       CGS
 CR0818  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0818
 CR0818                          STATION DESCRIPTION
 CR0818
 CR0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0818'2.55 MI SE FROM ALBA.
 CR0818'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE
 CR0818'AT ALBA, THENCE ABOUT 0.2 MILE SOUTH ALONG FARM ROAD 17, THENCE ABOUT
 CR0818'1.8 MILES SOUTHEAST ALONG THE ABANDONED RAILROAD GRADE, ABOUT 0.5 MILE
 CR0818'SOUTHEAST OF A PRIVATE PAVED ROAD AND A POWER LINE CROSSING THE
 CR0818'RAILROAD GRADE, 87 FEET NORTHEAST AND ACROSS THE GRADE FROM POLE 1390,
 CR0818'53 FEET NORTHEAST OF THE CENTER LINE OF THE RAILROAD GRADE, 19 FEET
 CR0818'WEST OF A 25-INCH OAK TREE, AND IN THE TOP OF A CONCRETE POST
 CR0818'PROJECTING 1 FOOT.  NOTE-- TREE MARK AJA IS IN THE SOUTH ROOT OF A
 CR0818'25-INCH OAK TREE 19 FEET EAST OF THIS BENCH MARK.
 CR0818
 CR0818                          STATION RECOVERY (1995)
 CR0818
 CR0818'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1274 ***********************************************************************
 BL1274  DESIGNATION -  M 1164
 BL1274  PID         -  BL1274
 BL1274  STATE/COUNTY-  TX/MONTGOMERY
 BL1274  USGS QUAD   -  WILLIS (1997)
 BL1274
 BL1274                         *CURRENT SURVEY CONTROL
 BL1274  ___________________________________________________________________
 BL1274* NAD 83(1986)-  30 25 44.     (N)    095 28 44.     (W)     SCALED    
 BL1274* NAVD 88     -       112.255  (meters)     368.29   (feet)  ADJUSTED  
 BL1274  ___________________________________________________________________
 BL1274  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1274  DYNAMIC HT  -         112.106 (meters)     367.80  (feet)  COMP
 BL1274  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 BL1274
 BL1274  VERT ORDER  -  FIRST     CLASS I
 BL1274
 BL1274.The horizontal coordinates were scaled from a topographic map and have
 BL1274.an estimated accuracy of +/- 6 seconds.
 BL1274
 BL1274.The orthometric height was determined by differential leveling
 BL1274.and adjusted by the National Geodetic Survey in June 1991..
 BL1274
 BL1274.The geoid height was determined by GEOID03.
 BL1274
 BL1274.The dynamic height is computed by dividing the NAVD 88
 BL1274.geopotential number by the normal gravity value computed on the
 BL1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1274.degrees latitude (g = 980.6199 gals.).
 BL1274
 BL1274.The modeled gravity was interpolated from observed gravity values.
 BL1274
 BL1274;                    North         East    Units  Estimated Accuracy
 BL1274;SPC TX C     - 3,094,670.    1,166,180.      MT  (+/- 180 meters Scaled)
 BL1274
 BL1274                          SUPERSEDED SURVEY CONTROL
 BL1274
 BL1274  NGVD 29 (12/23/87)  112.259  (m)          368.30   (f) ADJUSTED    1 1
 BL1274
 BL1274.Superseded values are not recommended for survey control.
 BL1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1274.See file dsdata.txt to determine how the superseded data were derived.
 BL1274
 BL1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP619689(NAD 83)
 BL1274_MARKER: DB = BENCH MARK DISK
 BL1274_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1274_SP_SET: COPPER-CLAD STEEL ROD
 BL1274_STAMPING: M 1164 1959
 BL1274_MARK LOGO: CGS   
 BL1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1274+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 BL1274
 BL1274  HISTORY     - Date     Condition        Report By
 BL1274  HISTORY     - 1959     MONUMENTED       CGS
 BL1274  HISTORY     - 1973     GOOD             NGS
 BL1274  HISTORY     - 1978     GOOD             NGS
 BL1274  HISTORY     - 1987     GOOD             NGS
 BL1274  HISTORY     - 1990     GOOD             USPSQD
 BL1274  HISTORY     - 20060530 GOOD             JAC
 BL1274
 BL1274                          STATION DESCRIPTION
 BL1274
 BL1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1274'0.25 MI N FROM WILLIS.
 BL1274'ABOUT 0.25 MILE NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1274'AT WILLIS, AT THE ROGERS ST. CROSSING, 127.7 FEET NORTH OF THE CENTER
 BL1274'LINE OF ROGERS ST., 76.9 FEET SOUTHWEST OF A POWER POLE, 45.6 FEET
 BL1274'EAST OF THE EAST RAIL OF THE MAIN TRACK, 1.2 FEET NORTH OF A METAL
 BL1274'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE RAIL, AND IS A DISK SET ON
 BL1274'TOP OF A 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH
 BL1274'CONCRETE PIPE WHICH PROJECTS 1/2-FOOT.  THE ROD WAS DRIVEN TO A DEPTH
 BL1274'OF 26 1/2 FEET.
 BL1274
 BL1274                          STATION RECOVERY (1978)
 BL1274
 BL1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1274'RECOVERED IN GOOD CONDITION.
 BL1274
 BL1274                          STATION RECOVERY (1987)
 BL1274
 BL1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1274'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.4 KM (0.25
 BL1274'MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH
 BL1274'STEWART STREET IN WILLIS.  DELETE--76.9 FEET SOUTHWEST OF A POWER
 BL1274'POLE.
 BL1274
 BL1274                          STATION RECOVERY (1990)
 BL1274
 BL1274'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1274'RECOVERED IN GOOD CONDITION.
 BL1274
 BL1274                          STATION RECOVERY (2006)
 BL1274
 BL1274'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BL1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1382 ***********************************************************************
 BY1382  DESIGNATION -  M 1165
 BY1382  PID         -  BY1382
 BY1382  STATE/COUNTY-  TX/HOUSTON
 BY1382  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1382
 BY1382                         *CURRENT SURVEY CONTROL
 BY1382  ___________________________________________________________________
 BY1382* NAD 83(1986)-  31 12 19.     (N)    095 28 57.     (W)     SCALED    
 BY1382* NAVD 88     -       103.898  (meters)     340.87   (feet)  ADJUSTED  
 BY1382  ___________________________________________________________________
 BY1382  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1382  DYNAMIC HT  -         103.767 (meters)     340.44  (feet)  COMP
 BY1382  MODELED GRAV-     979,379.6   (mgal)                       NAVD 88
 BY1382
 BY1382  VERT ORDER  -  FIRST     CLASS II
 BY1382
 BY1382.The horizontal coordinates were scaled from a topographic map and have
 BY1382.an estimated accuracy of +/- 6 seconds.
 BY1382
 BY1382.The orthometric height was determined by differential leveling
 BY1382.and adjusted by the National Geodetic Survey in June 1991..
 BY1382
 BY1382.The geoid height was determined by GEOID03.
 BY1382
 BY1382.The dynamic height is computed by dividing the NAVD 88
 BY1382.geopotential number by the normal gravity value computed on the
 BY1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1382.degrees latitude (g = 980.6199 gals.).
 BY1382
 BY1382.The modeled gravity was interpolated from observed gravity values.
 BY1382
 BY1382;                    North         East    Units  Estimated Accuracy
 BY1382;SPC TX C     - 3,180,640.    1,162,080.      MT  (+/- 180 meters Scaled)
 BY1382
 BY1382                          SUPERSEDED SURVEY CONTROL
 BY1382
 BY1382  NGVD 29 (??/??/92)  103.937  (m)          341.00   (f) ADJ UNCH    1 2
 BY1382
 BY1382.Superseded values are not recommended for survey control.
 BY1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1382.See file dsdata.txt to determine how the superseded data were derived.
 BY1382
 BY1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ634550(NAD 83)
 BY1382_MARKER: DB = BENCH MARK DISK
 BY1382_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BY1382_SP_SET: 40 FT.
 BY1382_STAMPING: M 1165 1960
 BY1382_PROJECTION: FLUSH
 BY1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1382_ROD/PIPE-DEPTH: 12.2 meters
 BY1382
 BY1382  HISTORY     - Date     Condition        Report By
 BY1382  HISTORY     - 1960     MONUMENTED       CGS
 BY1382  HISTORY     - 1980     GOOD             NGS
 BY1382
 BY1382                          STATION DESCRIPTION
 BY1382
 BY1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1382'6.2 MI N FROM LOVELADY.
 BY1382'ABOUT 6.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1382'STATION AT LOVELADY, 144 FEET NORTH OF AND ACROSS THE TRACK FROM
 BY1382'MILEPOST 45/10, 43 FEET NORTHEAST OF THE NORTHEAST RAIL, 47 FEET
 BY1382'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 45, 11 FEET NORTHEAST OF
 BY1382'TELEPHONE POLE NO. 2747, 57 FEET EAST OF THE CENTER OF A ROAD
 BY1382'CROSSING, 35 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 2 FEET
 BY1382'SOUTHEAST OF A METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER
 BY1382'COATED STEEL ROD DRIVEN TO A DEPTH OF 40 FEET AND ENCASED IN A 6-INCH
 BY1382'TILE PIPE THAT PROJECTS 6 INCHES.
 BY1382
 BY1382                          STATION RECOVERY (1980)
 BY1382
 BY1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1382'9.0 KM. (5.6 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY1382'FARM ROADS 230 AND 1280 IN LOVELADY, AT A DIRT ROAD LEADING WEST
 BY1382'ACROSS THE MISSOURI PACIFIC RAILROAD, 14.3 M. (47.0 FT.) SOUTHWEST OF
 BY1382'THE CENTERLINE OF THE HIGHWAY, 13.1 M. (43.0 FT.) NORTHEAST OF THE
 BY1382'NORTHEAST RAIL, 17.4 M. (57.0 FT.) EAST OF THE CENTER OF THE ROAD
 BY1382'CROSSING, 10.7 M. (35.0 FT.) SOUTH OF THE CENTERLINE OF THE DIRT ROAD.
 BY1382'NOTE- TILE PIPE AROUND DISK WAS FOUND DISTURBED.  DISK IS CURRENTLY
 BY1382'INTACT AND FIT FOR LEVELS.
 BY1382'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 BY1382'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2095 ***********************************************************************
 BY2095  DESIGNATION -  M 1166
 BY2095  PID         -  BY2095
 BY2095  STATE/COUNTY-  TX/ANDERSON
 BY2095  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2095
 BY2095                         *CURRENT SURVEY CONTROL
 BY2095  ___________________________________________________________________
 BY2095* NAD 83(1986)-  31 44 53.     (N)    095 38 39.     (W)     SCALED    
 BY2095* NAVD 88     -       141.207  (meters)     463.28   (feet)  ADJUSTED  
 BY2095  ___________________________________________________________________
 BY2095  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BY2095  DYNAMIC HT  -         141.035 (meters)     462.71  (feet)  COMP
 BY2095  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 BY2095
 BY2095  VERT ORDER  -  FIRST     CLASS II
 BY2095
 BY2095.The horizontal coordinates were scaled from a topographic map and have
 BY2095.an estimated accuracy of +/- 6 seconds.
 BY2095
 BY2095.The orthometric height was determined by differential leveling
 BY2095.and adjusted by the National Geodetic Survey in June 1991..
 BY2095
 BY2095.The geoid height was determined by GEOID03.
 BY2095
 BY2095.The dynamic height is computed by dividing the NAVD 88
 BY2095.geopotential number by the normal gravity value computed on the
 BY2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2095.degrees latitude (g = 980.6199 gals.).
 BY2095
 BY2095.The modeled gravity was interpolated from observed gravity values.
 BY2095
 BY2095;                    North         East    Units  Estimated Accuracy
 BY2095;SPC TX C     - 3,240,100.    1,144,160.      MT  (+/- 180 meters Scaled)
 BY2095
 BY2095                          SUPERSEDED SURVEY CONTROL
 BY2095
 BY2095  NGVD 29 (??/??/92)  141.163  (m)          463.13   (f) ADJ UNCH    1 2
 BY2095
 BY2095.Superseded values are not recommended for survey control.
 BY2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2095.See file dsdata.txt to determine how the superseded data were derived.
 BY2095
 BY2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR495155(NAD 83)
 BY2095_MARKER: DB = BENCH MARK DISK
 BY2095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2095_SP_SET: ABUTMENT
 BY2095_STAMPING: M 1166 1960
 BY2095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2095
 BY2095  HISTORY     - Date     Condition        Report By
 BY2095  HISTORY     - 1960     MONUMENTED       CGS
 BY2095  HISTORY     - 1980     GOOD             NGS
 BY2095  HISTORY     - 1990     GOOD             USPSQD
 BY2095
 BY2095                          STATION DESCRIPTION
 BY2095
 BY2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2095'1.55 MI S FROM PALESTINE.
 BY2095'ABOUT 1.55 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2095'STATION AT PALESTINE, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 BY2095'CONCRETE ABUTMENT OF THE WEST REAGAN STREET UNDERPASS, 7 FEET
 BY2095'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 BY2095'THE TRACK.
 BY2095
 BY2095                          STATION RECOVERY (1980)
 BY2095
 BY2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2095'IN PALESTINE, IN TOP OF THE SOUTHEAST END OF THE EAST CONCRETE
 BY2095'ABUTMENT OF THE MISSOURI PACIFIC RAILROAD OVERPASS OVER WEST REAGAN
 BY2095'STREET, 2.1 M. (7.0 FT.) SOUTHEAST OF THE SOUTHEAST RAIL.
 BY2095'THE MARK IS 0.3 M BELOW THE TRACKS.
 BY2095
 BY2095                          STATION RECOVERY (1990)
 BY2095
 BY2095'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0080 ***********************************************************************
 DO0080  DESIGNATION -  M 1167
 DO0080  PID         -  DO0080
 DO0080  STATE/COUNTY-  TX/CLAY
 DO0080  USGS QUAD   -  JOY (1964)
 DO0080
 DO0080                         *CURRENT SURVEY CONTROL
 DO0080  ___________________________________________________________________
 DO0080* NAD 83(1986)-  33 33 25.     (N)    098 10 27.     (W)     SCALED    
 DO0080* NAVD 88     -       327.455  (meters)    1074.33   (feet)  ADJUSTED  
 DO0080  ___________________________________________________________________
 DO0080  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DO0080  DYNAMIC HT  -         327.087 (meters)    1073.12  (feet)  COMP
 DO0080  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 DO0080
 DO0080  VERT ORDER  -  SECOND    CLASS 0
 DO0080
 DO0080.The horizontal coordinates were scaled from a topographic map and have
 DO0080.an estimated accuracy of +/- 6 seconds.
 DO0080
 DO0080.The orthometric height was determined by differential leveling
 DO0080.and adjusted by the National Geodetic Survey in June 1991..
 DO0080
 DO0080.The geoid height was determined by GEOID03.
 DO0080
 DO0080.The dynamic height is computed by dividing the NAVD 88
 DO0080.geopotential number by the normal gravity value computed on the
 DO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0080.degrees latitude (g = 980.6199 gals.).
 DO0080
 DO0080.The modeled gravity was interpolated from observed gravity values.
 DO0080
 DO0080;                    North         East    Units  Estimated Accuracy
 DO0080;SPC TXNC     - 2,209,660.      630,260.      MT  (+/- 180 meters Scaled)
 DO0080
 DO0080                          SUPERSEDED SURVEY CONTROL
 DO0080
 DO0080  NGVD 29 (??/??/92)  327.525  (m)         1074.55   (f) ADJ UNCH    2 0
 DO0080
 DO0080.Superseded values are not recommended for survey control.
 DO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0080.See file dsdata.txt to determine how the superseded data were derived.
 DO0080
 DO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC766133(NAD 83)
 DO0080_MARKER: DB = BENCH MARK DISK
 DO0080_SETTING: 66 = SET IN ROCK OUTCROP
 DO0080_SP_SET: OUTCROP
 DO0080_STAMPING: M 1167 1961
 DO0080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0080+STABILITY: POSITION/ELEVATION WELL
 DO0080
 DO0080  HISTORY     - Date     Condition        Report By
 DO0080  HISTORY     - 1961     MONUMENTED       CGS
 DO0080
 DO0080                          STATION DESCRIPTION
 DO0080
 DO0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0080'2.05 MI W FROM BUFFALO SPRINGS.
 DO0080'ABOUT 2.05 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0080'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, ON THE
 DO0080'WEST SIDE OF A HILL, 152 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DO0080'SET IN THE TOP OF A SANDSTONE ROCK OUTCROP, 116 FEET NORTH OF A FENCE,
 DO0080'54 1/2 FEET NORTHEAST OF A POWER POLE BRACED BY A GUY WIRE, ABOUT
 DO0080'LEVEL WITH THE ROAD, AND PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0236 ***********************************************************************
 DO0236  DESIGNATION -  M 1168
 DO0236  PID         -  DO0236
 DO0236  STATE/COUNTY-  TX/JACK
 DO0236  USGS QUAD   -  JOHNSON LAKE (1964)
 DO0236
 DO0236                         *CURRENT SURVEY CONTROL
 DO0236  ___________________________________________________________________
 DO0236* NAD 83(1986)-  33 15 02.     (N)    098 09 56.     (W)     SCALED    
 DO0236* NAVD 88     -       316.090  (meters)    1037.04   (feet)  ADJUSTED  
 DO0236  ___________________________________________________________________
 DO0236  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DO0236  DYNAMIC HT  -         315.731 (meters)    1035.86  (feet)  COMP
 DO0236  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 DO0236
 DO0236  VERT ORDER  -  SECOND    CLASS 0
 DO0236
 DO0236.The horizontal coordinates were scaled from a topographic map and have
 DO0236.an estimated accuracy of +/- 6 seconds.
 DO0236
 DO0236.The orthometric height was determined by differential leveling
 DO0236.and adjusted by the National Geodetic Survey in June 1991..
 DO0236
 DO0236.The geoid height was determined by GEOID03.
 DO0236
 DO0236.The dynamic height is computed by dividing the NAVD 88
 DO0236.geopotential number by the normal gravity value computed on the
 DO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0236.degrees latitude (g = 980.6199 gals.).
 DO0236
 DO0236.The modeled gravity was interpolated from observed gravity values.
 DO0236
 DO0236;                    North         East    Units  Estimated Accuracy
 DO0236;SPC TXNC     - 2,175,690.      631,160.      MT  (+/- 180 meters Scaled)
 DO0236
 DO0236                          SUPERSEDED SURVEY CONTROL
 DO0236
 DO0236  NGVD 29 (??/??/92)  316.178  (m)         1037.33   (f) ADJ UNCH    2 0
 DO0236
 DO0236.Superseded values are not recommended for survey control.
 DO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0236.See file dsdata.txt to determine how the superseded data were derived.
 DO0236
 DO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB777793(NAD 83)
 DO0236_MARKER: DB = BENCH MARK DISK
 DO0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0236_SP_SET: CULVERT
 DO0236_STAMPING: M 1168 1961
 DO0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0236
 DO0236  HISTORY     - Date     Condition        Report By
 DO0236  HISTORY     - 1961     MONUMENTED       CGS
 DO0236  HISTORY     - 20010325 GOOD             USPSQD
 DO0236
 DO0236                          STATION DESCRIPTION
 DO0236
 DO0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0236'2.4 MI N FROM JACKSBORO.
 DO0236'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0236'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 1.7 MILES NORTH
 DO0236'ALONG STATE HIGHWAY 148, ABOUT 0.1 MILE NORTHEAST OF A FARMHOUSE, 23
 DO0236'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 DO0236'NORTH END OF THE EAST CONCRETE HEAD WALL OF A CONCRETE CULVERT, AND
 DO0236'ABOUT LEVEL WITH THE HIGHWAY.
 DO0236
 DO0236                          STATION RECOVERY (2001)
 DO0236
 DO0236'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0095 ***********************************************************************
 DO0095  DESIGNATION -  M 1169
 DO0095  PID         -  DO0095
 DO0095  STATE/COUNTY-  TX/ARCHER
 DO0095  USGS QUAD   -  WINDTHORST (1962)
 DO0095
 DO0095                         *CURRENT SURVEY CONTROL
 DO0095  ___________________________________________________________________
 DO0095* NAD 83(1986)-  33 31 59.     (N)    098 26 21.     (W)     SCALED    
 DO0095* NAVD 88     -       342.066  (meters)    1122.26   (feet)  ADJUSTED  
 DO0095  ___________________________________________________________________
 DO0095  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DO0095  DYNAMIC HT  -         341.678 (meters)    1120.99  (feet)  COMP
 DO0095  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 DO0095
 DO0095  VERT ORDER  -  SECOND    CLASS 0
 DO0095
 DO0095.The horizontal coordinates were scaled from a topographic map and have
 DO0095.an estimated accuracy of +/- 6 seconds.
 DO0095
 DO0095.The orthometric height was determined by differential leveling
 DO0095.and adjusted by the National Geodetic Survey in June 1991..
 DO0095
 DO0095.The geoid height was determined by GEOID03.
 DO0095
 DO0095.The dynamic height is computed by dividing the NAVD 88
 DO0095.geopotential number by the normal gravity value computed on the
 DO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0095.degrees latitude (g = 980.6199 gals.).
 DO0095
 DO0095.The modeled gravity was interpolated from observed gravity values.
 DO0095
 DO0095;                    North         East    Units  Estimated Accuracy
 DO0095;SPC TXNC     - 2,206,970.      605,650.      MT  (+/- 180 meters Scaled)
 DO0095
 DO0095                          SUPERSEDED SURVEY CONTROL
 DO0095
 DO0095  NGVD 29 (??/??/92)  341.994  (m)         1122.03   (f) ADJ UNCH    2 0
 DO0095
 DO0095.Superseded values are not recommended for survey control.
 DO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0095.See file dsdata.txt to determine how the superseded data were derived.
 DO0095
 DO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC520105(NAD 83)
 DO0095_MARKER: DB = BENCH MARK DISK
 DO0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0095_STAMPING: M 1169 1961
 DO0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0095+STABILITY: SURFACE MOTION
 DO0095
 DO0095  HISTORY     - Date     Condition        Report By
 DO0095  HISTORY     - 1961     MONUMENTED       CGS
 DO0095  HISTORY     - 20010530 GOOD             USPSQD
 DO0095
 DO0095                          STATION DESCRIPTION
 DO0095
 DO0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0095'3.1 MI S FROM WINDTHORST.
 DO0095'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 201 FROM THE POST OFFICE AT
 DO0095'WINDTHORST, 182 FEET EAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 49
 DO0095'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTH OF THE
 DO0095'CENTER LINE OF A PRIVATE DRIVEWAY, 5 1/2 FEET NORTH OF A CORNER FENCE
 DO0095'POST, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS
 DO0095'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 DO0095'POST PROJECTING 5 INCHES.
 DO0095
 DO0095                          STATION RECOVERY (2001)
 DO0095
 DO0095'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0044 ***********************************************************************
 CA0044  DESIGNATION -  M 117
 CA0044  PID         -  CA0044
 CA0044  STATE/COUNTY-  TX/HAMILTON
 CA0044  USGS QUAD   -  HAMILTON WEST (1979)
 CA0044
 CA0044                         *CURRENT SURVEY CONTROL
 CA0044  ___________________________________________________________________
 CA0044* NAD 83(1986)-  31 42 12.     (N)    098 10 50.     (W)     SCALED    
 CA0044* NAVD 88     -       361.780  (meters)    1186.94   (feet)  ADJUSTED  
 CA0044  ___________________________________________________________________
 CA0044  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CA0044  DYNAMIC HT  -         361.314 (meters)    1185.41  (feet)  COMP
 CA0044  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 CA0044
 CA0044  VERT ORDER  -  SECOND    CLASS 0
 CA0044
 CA0044.The horizontal coordinates were scaled from a topographic map and have
 CA0044.an estimated accuracy of +/- 6 seconds.
 CA0044
 CA0044.The orthometric height was determined by differential leveling
 CA0044.and adjusted by the National Geodetic Survey in June 1991..
 CA0044
 CA0044.The geoid height was determined by GEOID03.
 CA0044
 CA0044.The dynamic height is computed by dividing the NAVD 88
 CA0044.geopotential number by the normal gravity value computed on the
 CA0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0044.degrees latitude (g = 980.6199 gals.).
 CA0044
 CA0044.The modeled gravity was interpolated from observed gravity values.
 CA0044
 CA0044;                    North         East    Units  Estimated Accuracy
 CA0044;SPC TX C     - 3,227,760.      904,050.      MT  (+/- 180 meters Scaled)
 CA0044
 CA0044                          SUPERSEDED SURVEY CONTROL
 CA0044
 CA0044  NGVD 29 (??/??/92)  361.702  (m)         1186.68   (f) ADJ UNCH    2 0
 CA0044
 CA0044.Superseded values are not recommended for survey control.
 CA0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0044.See file dsdata.txt to determine how the superseded data were derived.
 CA0044
 CA0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA776078(NAD 83)
 CA0044_MARKER: DD = SURVEY DISK
 CA0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0044_STAMPING: 1186.868 M 117 1933
 CA0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0044+STABILITY: SURFACE MOTION
 CA0044
 CA0044  HISTORY     - Date     Condition        Report By
 CA0044  HISTORY     - 1933     MONUMENTED       CGS
 CA0044  HISTORY     - 1956     GOOD             NGS
 CA0044
 CA0044                          STATION DESCRIPTION
 CA0044
 CA0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CA0044'3.5 MI W FROM HAMILTON.
 CA0044'3.5 MILES WEST, ALONG STATE FARM ROAD NO. 218, FROM COURTHOUSE AT
 CA0044'HAMILTON-- ABOUT 870 FEET WEST OF CENTERLINE OF BRIDGE OVER BEAR
 CA0044'CREEK, 58 FEET SOUTH OF CENTERLINE OF ROAD, UNDER N-S FENCE, 18 FEET
 CA0044'SOUTH OF RIGHT-OF-WAY FENCE SET IN TOP OF A CONCRETE POST, FLUSH WITH
 CA0044'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0195 ***********************************************************************
 CB0195  DESIGNATION -  M 117 USGS RESET 1934
 CB0195  PID         -  CB0195
 CB0195  STATE/COUNTY-  TX/IRION
 CB0195  USGS QUAD   -  NOELKE (1987)
 CB0195
 CB0195                         *CURRENT SURVEY CONTROL
 CB0195  ___________________________________________________________________
 CB0195* NAD 83(1986)-  31 09 47.     (N)    100 55 04.     (W)     SCALED    
 CB0195* NAVD 88     -       707.164  (meters)    2320.09   (feet)  ADJUSTED  
 CB0195  ___________________________________________________________________
 CB0195  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CB0195  DYNAMIC HT  -         706.165 (meters)    2316.81  (feet)  COMP
 CB0195  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 CB0195
 CB0195  VERT ORDER  -  SECOND    CLASS 0
 CB0195
 CB0195.The horizontal coordinates were scaled from a topographic map and have
 CB0195.an estimated accuracy of +/- 6 seconds.
 CB0195
 CB0195.The orthometric height was determined by differential leveling
 CB0195.and adjusted by the National Geodetic Survey in June 1991..
 CB0195
 CB0195.The geoid height was determined by GEOID03.
 CB0195
 CB0195.The dynamic height is computed by dividing the NAVD 88
 CB0195.geopotential number by the normal gravity value computed on the
 CB0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0195.degrees latitude (g = 980.6199 gals.).
 CB0195
 CB0195.The modeled gravity was interpolated from observed gravity values.
 CB0195
 CB0195;                    North         East    Units  Estimated Accuracy
 CB0195;SPC TX C     - 3,166,030.      644,290.      MT  (+/- 180 meters Scaled)
 CB0195
 CB0195                          SUPERSEDED SURVEY CONTROL
 CB0195
 CB0195  NGVD 29 (??/??/92)  706.958  (m)         2319.41   (f) ADJ UNCH    2 0
 CB0195
 CB0195.Superseded values are not recommended for survey control.
 CB0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0195.See file dsdata.txt to determine how the superseded data were derived.
 CB0195
 CB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV172492(NAD 83)
 CB0195_MARKER: DB = BENCH MARK DISK
 CB0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0195_STAMPING: M-117-23
 CB0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0195+STABILITY: SURFACE MOTION
 CB0195
 CB0195  HISTORY     - Date     Condition        Report By
 CB0195  HISTORY     - UNK      MONUMENTED       USGS
 CB0195  HISTORY     - 1934     GOOD             NGS
 CB0195  HISTORY     - 1940     GOOD             NGS
 CB0195  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0195
 CB0195                          STATION DESCRIPTION
 CB0195
 CB0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0195'9.3 MI SW FROM MERTZON.
 CB0195'9.3 MILES SW OF AND ALONG THE PANHANDLE AND S.F.R.R. THIS MARK WAS
 CB0195'FOUND LYING ON TOP OF GROUND. RESET IN CONCRETE. 110 FT. SW OF MILE
 CB0195'POST 755.  48 FT. NW OF CENTER OF TRACK AND 2 FT. SE OF R/W FENCE.
 CB0195
 CB0195                          STATION RECOVERY (1940)
 CB0195
 CB0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0195'RECOVERED IN GOOD CONDITION.
 CB0195
 CB0195                          STATION RECOVERY (1981)
 CB0195
 CB0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0091 ***********************************************************************
 CT0091  DESIGNATION -  M 1170
 CT0091  PID         -  CT0091
 CT0091  STATE/COUNTY-  TX/PALO PINTO
 CT0091  USGS QUAD   -  WHITT (1984)
 CT0091
 CT0091                         *CURRENT SURVEY CONTROL
 CT0091  ___________________________________________________________________
 CT0091* NAD 83(1986)-  32 56 47.     (N)    098 03 51.     (W)     SCALED    
 CT0091* NAVD 88     -       339.625  (meters)    1114.25   (feet)  ADJUSTED  
 CT0091  ___________________________________________________________________
 CT0091  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CT0091  DYNAMIC HT  -         339.212 (meters)    1112.90  (feet)  COMP
 CT0091  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 CT0091
 CT0091  VERT ORDER  -  SECOND    CLASS 0
 CT0091
 CT0091.The horizontal coordinates were scaled from a topographic map and have
 CT0091.an estimated accuracy of +/- 6 seconds.
 CT0091
 CT0091.The orthometric height was determined by differential leveling
 CT0091.and adjusted by the National Geodetic Survey in June 1991..
 CT0091
 CT0091.The geoid height was determined by GEOID03.
 CT0091
 CT0091.The dynamic height is computed by dividing the NAVD 88
 CT0091.geopotential number by the normal gravity value computed on the
 CT0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0091.degrees latitude (g = 980.6199 gals.).
 CT0091
 CT0091.The modeled gravity was interpolated from observed gravity values.
 CT0091
 CT0091;                    North         East    Units  Estimated Accuracy
 CT0091;SPC TXNC     - 2,141,990.      640,750.      MT  (+/- 180 meters Scaled)
 CT0091
 CT0091                          SUPERSEDED SURVEY CONTROL
 CT0091
 CT0091  NGVD 29 (??/??/92)  339.525  (m)         1113.92   (f) ADJ UNCH    2 0
 CT0091
 CT0091.Superseded values are not recommended for survey control.
 CT0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0091.See file dsdata.txt to determine how the superseded data were derived.
 CT0091
 CT0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB874457(NAD 83)
 CT0091_MARKER: DB = BENCH MARK DISK
 CT0091_SETTING: 66 = SET IN ROCK OUTCROP
 CT0091_SP_SET: ROCK LEDGE
 CT0091_STAMPING: M 1170 1961
 CT0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0091+STABILITY: POSITION/ELEVATION WELL
 CT0091
 CT0091  HISTORY     - Date     Condition        Report By
 CT0091  HISTORY     - 1961     MONUMENTED       CGS
 CT0091  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0091  HISTORY     - 20050416 GOOD             USPSQD
 CT0091
 CT0091                          STATION DESCRIPTION
 CT0091
 CT0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0091'6.15 MI S FROM PERRIN.
 CT0091'ABOUT 6.15 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL
 CT0091'BUILDING AT PERRIN, 0.3 MILE SOUTH OF THE INTERSECTION OF THE HIGHWAY
 CT0091'AND FARM ROAD 52, ON THE SOUTH SLOPE OF A ROCKY HILL AND AT THE NORTH
 CT0091'END OF A SMALL FILL, 84 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CT0091'SET IN THE TOP OF A ROCK LEDGE, 35 1/2 FEET WEST OF A TELEPHONE POLE,
 CT0091'32 1/2 FEET WEST OF A FENCE, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 CT0091'HIGHWAY.
 CT0091
 CT0091                          STATION RECOVERY (1998)
 CT0091
 CT0091'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0091'MARK NOT FOUND.
 CT0091
 CT0091                          STATION RECOVERY (2005)
 CT0091
 CT0091'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0359 ***********************************************************************
 CU0359  DESIGNATION -  M 1171
 CU0359  PID         -  CU0359
 CU0359  STATE/COUNTY-  TX/MITCHELL
 CU0359  USGS QUAD   -  PECAN CROSSING (1959)
 CU0359
 CU0359                         *CURRENT SURVEY CONTROL
 CU0359  ___________________________________________________________________
 CU0359* NAD 83(1986)-  32 14 13.     (N)    100 47 21.     (W)     SCALED    
 CU0359* NAVD 88     -       645.062  (meters)    2116.34   (feet)  ADJUSTED  
 CU0359  ___________________________________________________________________
 CU0359  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CU0359  DYNAMIC HT  -         644.203 (meters)    2113.52  (feet)  COMP
 CU0359  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 CU0359
 CU0359  VERT ORDER  -  SECOND    CLASS 0
 CU0359
 CU0359.The horizontal coordinates were scaled from a topographic map and have
 CU0359.an estimated accuracy of +/- 6 seconds.
 CU0359
 CU0359.The orthometric height was determined by differential leveling
 CU0359.and adjusted by the National Geodetic Survey in June 1991..
 CU0359
 CU0359.The geoid height was determined by GEOID03.
 CU0359
 CU0359.The dynamic height is computed by dividing the NAVD 88
 CU0359.geopotential number by the normal gravity value computed on the
 CU0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0359.degrees latitude (g = 980.6199 gals.).
 CU0359
 CU0359.The modeled gravity was interpolated from observed gravity values.
 CU0359
 CU0359;                    North         East    Units  Estimated Accuracy
 CU0359;SPC TXNC     - 2,065,590.      384,270.      MT  (+/- 180 meters Scaled)
 CU0359
 CU0359                          SUPERSEDED SURVEY CONTROL
 CU0359
 CU0359  NGVD 29 (??/??/92)  644.861  (m)         2115.68   (f) ADJ UNCH    2 0
 CU0359
 CU0359.Superseded values are not recommended for survey control.
 CU0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0359.See file dsdata.txt to determine how the superseded data were derived.
 CU0359
 CU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA314681(NAD 83)
 CU0359_MARKER: DB = BENCH MARK DISK
 CU0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0359_SP_SET: CULVERT
 CU0359_STAMPING: M 1171 1961
 CU0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0359
 CU0359  HISTORY     - Date     Condition        Report By
 CU0359  HISTORY     - 1961     MONUMENTED       CGS
 CU0359
 CU0359                          STATION DESCRIPTION
 CU0359
 CU0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0359'12.5 MI SE FROM COLORADO CITY.
 CU0359'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0359'STATION AT COLORADO CITY, THENCE 10.7 MILES SOUTHEAST ALONG STATE
 CU0359'HIGHWAY 208, OR 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK
 CU0359'SCHOOLHOUSE AT SILVER, THENCE 12.65 MILES NORTHWEST ALONG STATE
 CU0359'HIGHWAY 208, 0.15 MILE EAST AND ACROSS THE HIGHWAY FROM A STEEL
 CU0359'WINDMILL AND A ROUND CONCRETE TANK, 182 1/2 FEET NORTHEAST OF THE
 CU0359'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK LEDGE ON THE WEST
 CU0359'BANK OF A WASH AND MARKED WITH WHITE PAINT, 185 FEET NORTH OF THE
 CU0359'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A DOUBLE CHANNEL
 CU0359'CONCRETE CULVERT, 130 1/2 FEET NORTHEAST OF A FENCE, ABOUT 3 FEET
 CU0359'ABOVE THE BOTTOM OF THE WASH, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 CU0359'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0278 ***********************************************************************
 CB0278  DESIGNATION -  M 1172
 CB0278  PID         -  CB0278
 CB0278  STATE/COUNTY-  TX/COKE
 CB0278  USGS QUAD   -  EDITH (1987)
 CB0278
 CB0278                         *CURRENT SURVEY CONTROL
 CB0278  ___________________________________________________________________
 CB0278* NAD 83(1986)-  31 56 04.     (N)    100 30 43.     (W)     SCALED    
 CB0278* NAVD 88     -       583.855  (meters)    1915.53   (feet)  ADJUSTED  
 CB0278  ___________________________________________________________________
 CB0278  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CB0278  DYNAMIC HT  -         583.082 (meters)    1912.99  (feet)  COMP
 CB0278  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 CB0278
 CB0278  VERT ORDER  -  SECOND    CLASS 0
 CB0278
 CB0278.The horizontal coordinates were scaled from a topographic map and have
 CB0278.an estimated accuracy of +/- 6 seconds.
 CB0278
 CB0278.The orthometric height was determined by differential leveling
 CB0278.and adjusted by the National Geodetic Survey in June 1991..
 CB0278
 CB0278.The geoid height was determined by GEOID03.
 CB0278
 CB0278.The dynamic height is computed by dividing the NAVD 88
 CB0278.geopotential number by the normal gravity value computed on the
 CB0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0278.degrees latitude (g = 980.6199 gals.).
 CB0278
 CB0278.The modeled gravity was interpolated from observed gravity values.
 CB0278
 CB0278;                    North         East    Units  Estimated Accuracy
 CB0278;SPC TX C     - 3,251,420.      683,110.      MT  (+/- 180 meters Scaled)
 CB0278
 CB0278                          SUPERSEDED SURVEY CONTROL
 CB0278
 CB0278  NGVD 29 (??/??/92)  583.664  (m)         1914.90   (f) ADJ UNCH    2 0
 CB0278
 CB0278.Superseded values are not recommended for survey control.
 CB0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0278.See file dsdata.txt to determine how the superseded data were derived.
 CB0278
 CB0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA570341(NAD 83)
 CB0278_MARKER: DB = BENCH MARK DISK
 CB0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0278_STAMPING: M 1172 1961
 CB0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0278+STABILITY: SURFACE MOTION
 CB0278
 CB0278  HISTORY     - Date     Condition        Report By
 CB0278  HISTORY     - 1961     MONUMENTED       CGS
 CB0278
 CB0278                          STATION DESCRIPTION
 CB0278
 CB0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0278'3.4 MI NW FROM ROBERT LEE.
 CB0278'ABOUT 0.2 MILE NORTHEAST ALONG LOOP 229 FROM THE COURTHOUSE AT ROBERT
 CB0278'LEE, THENCE 3.2 MILES NORTHWEST ALONG STATE HIGHWAY 208, 0.7 MILE
 CB0278'SOUTHEAST OF THE ENTRANCE TO THE BLACK GOLD ANGUS RANCH, NORTH AND
 CB0278'ACROSS THE HIGHWAY FROM A FARMHOUSE, 48 FEET NORTHEAST OF THE CENTER
 CB0278'LINE OF THE HIGHWAY, 30 FEET NORTHWEST OF A TELEPHONE POLE, 28 FEET
 CB0278'SOUTHEAST OF THE CENTER OF A GATE, 17 FEET SOUTHEAST OF A TEE JUNCTION
 CB0278'OF FENCES, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.8 FEET SOUTHEAST OF A
 CB0278'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CB0278'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0119 ***********************************************************************
 CU0119  DESIGNATION -  M 1173
 CU0119  PID         -  CU0119
 CU0119  STATE/COUNTY-  TX/FISHER
 CU0119  USGS QUAD   -  ROBY (1969)
 CU0119
 CU0119                         *CURRENT SURVEY CONTROL
 CU0119  ___________________________________________________________________
 CU0119* NAD 83(1986)-  32 44 44.     (N)    100 22 40.     (W)     SCALED    
 CU0119* NAVD 88     -       600.515  (meters)    1970.19   (feet)  ADJUSTED  
 CU0119  ___________________________________________________________________
 CU0119  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CU0119  DYNAMIC HT  -         599.725 (meters)    1967.60  (feet)  COMP
 CU0119  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 CU0119
 CU0119  VERT ORDER  -  SECOND    CLASS 0
 CU0119
 CU0119.The horizontal coordinates were scaled from a topographic map and have
 CU0119.an estimated accuracy of +/- 6 seconds.
 CU0119
 CU0119.The orthometric height was determined by differential leveling
 CU0119.and adjusted by the National Geodetic Survey in June 1991..
 CU0119
 CU0119.The geoid height was determined by GEOID03.
 CU0119
 CU0119.The dynamic height is computed by dividing the NAVD 88
 CU0119.geopotential number by the normal gravity value computed on the
 CU0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0119.degrees latitude (g = 980.6199 gals.).
 CU0119
 CU0119.The modeled gravity was interpolated from observed gravity values.
 CU0119
 CU0119;                    North         East    Units  Estimated Accuracy
 CU0119;SPC TXNC     - 2,121,210.      424,040.      MT  (+/- 180 meters Scaled)
 CU0119
 CU0119                          SUPERSEDED SURVEY CONTROL
 CU0119
 CU0119  NGVD 29 (??/??/92)  600.278  (m)         1969.41   (f) ADJ UNCH    2 0
 CU0119
 CU0119.Superseded values are not recommended for survey control.
 CU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0119.See file dsdata.txt to determine how the superseded data were derived.
 CU0119
 CU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB709239(NAD 83)
 CU0119_MARKER: DB = BENCH MARK DISK
 CU0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0119_SP_SET: BUILDING
 CU0119_STAMPING: M 1173 1961
 CU0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0119
 CU0119  HISTORY     - Date     Condition        Report By
 CU0119  HISTORY     - 1961     MONUMENTED       CGS
 CU0119
 CU0119                          STATION DESCRIPTION
 CU0119
 CU0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0119'IN ROBY.
 CU0119'AT ROBY, WEST OF AND ACROSS STATE HIGHWAY 70 FROM THE FISHER COUNTY
 CU0119'COURTHOUSE, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24
 CU0119'1/2 FEET SOUTHEAST OF THE CENTER OF THE MAIN ENTRANCE TO THE CITIZENS
 CU0119'STATE BANK, SET VERTICALLY IN THE NORTHEAST FACE OF THE BANK BUILDING
 CU0119'WHICH IS A BRICK STRUCTURE, 1 FOOT NORTHWEST OF THE EAST CORNER OF THE
 CU0119'BUILDING, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0131 ***********************************************************************
 DP0131  DESIGNATION -  M 1174 RESET 1970
 DP0131  PID         -  DP0131
 DP0131  STATE/COUNTY-  TX/FISHER
 DP0131  USGS QUAD   -  A B C CREEK (1969)
 DP0131
 DP0131                         *CURRENT SURVEY CONTROL
 DP0131  ___________________________________________________________________
 DP0131* NAD 83(1986)-  33 03 02.     (N)    100 33 56.     (W)     SCALED    
 DP0131* NAVD 88     -       644.67   (+/-2cm)    2115.1    (feet)  VERTCON   
 DP0131  ___________________________________________________________________
 DP0131  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DP0131
 DP0131  VERT ORDER  -  THIRD (See Below)
 DP0131
 DP0131.The horizontal coordinates were scaled from a topographic map and have
 DP0131.an estimated accuracy of +/- 6 seconds.
 DP0131
 DP0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0131.The vertical order pertains to the NGVD 29 superseded value.
 DP0131
 DP0131.The geoid height was determined by GEOID03.
 DP0131
 DP0131;                    North         East    Units  Estimated Accuracy
 DP0131;SPC TXNC     - 2,155,360.      407,110.      MT  (+/- 180 meters Scaled)
 DP0131
 DP0131                          SUPERSEDED SURVEY CONTROL
 DP0131
 DP0131  NGVD 29 (01/29/03)  644.41   (m)         2114.2    (f) RESET       3  
 DP0131
 DP0131.Superseded values are not recommended for survey control.
 DP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0131.See file dsdata.txt to determine how the superseded data were derived.
 DP0131
 DP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB538579(NAD 83)
 DP0131_MARKER: DD = SURVEY DISK
 DP0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0131_STAMPING: M 1174 1961 RESET 1970
 DP0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0131+STABILITY: SURFACE MOTION
 DP0131
 DP0131  HISTORY     - Date     Condition        Report By
 DP0131  HISTORY     - 1970     MONUMENTED       TXHD
 DP0131  HISTORY     - 1971     GOOD             USGS
 DP0131
 DP0131                          STATION DESCRIPTION
 DP0131
 DP0131'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DP0131'15.4 MI SE FROM CLAIREMONT.
 DP0131'ABOUT 5.65 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0131'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT 9.75 MILES SOUTHEAST ALONG
 DP0131'STATE HIGHWAY 70, 75 FEET SOUTHWEST CENTER OF HIGHWAY, 77 FEET SOUTH
 DP0131'OF SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.  20 FEET
 DP0131'SOUTH OF A POWER POLE, 1.6 FEET NORTHEAST OF FENCE, 4.9 FEET BELOW
 DP0131'HIGHWAY, SET IN CONCRETE POST, ABOUT 0.5 FEET BELOW GROUND, STAMPED M
 DP0131'1174 1961 RESET 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0185 ***********************************************************************
 DO0185  DESIGNATION -  M 1175
 DO0185  PID         -  DO0185
 DO0185  STATE/COUNTY-  TX/JACK
 DO0185  USGS QUAD   -  PERRIN (1979)
 DO0185
 DO0185                         *CURRENT SURVEY CONTROL
 DO0185  ___________________________________________________________________
 DO0185* NAD 83(1986)-  33 06 29.     (N)    098 04 27.     (W)     SCALED    
 DO0185* NAVD 88     -       377.421  (meters)    1238.26   (feet)  ADJUSTED  
 DO0185  ___________________________________________________________________
 DO0185  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DO0185  DYNAMIC HT  -         376.977 (meters)    1236.80  (feet)  COMP
 DO0185  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 DO0185
 DO0185  VERT ORDER  -  SECOND    CLASS 0
 DO0185
 DO0185.The horizontal coordinates were scaled from a topographic map and have
 DO0185.an estimated accuracy of +/- 6 seconds.
 DO0185
 DO0185.The orthometric height was determined by differential leveling
 DO0185.and adjusted by the National Geodetic Survey in June 1991..
 DO0185
 DO0185.The geoid height was determined by GEOID03.
 DO0185
 DO0185.The dynamic height is computed by dividing the NAVD 88
 DO0185.geopotential number by the normal gravity value computed on the
 DO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0185.degrees latitude (g = 980.6199 gals.).
 DO0185
 DO0185.The modeled gravity was interpolated from observed gravity values.
 DO0185
 DO0185;                    North         East    Units  Estimated Accuracy
 DO0185;SPC TXNC     - 2,159,920.      639,740.      MT  (+/- 180 meters Scaled)
 DO0185
 DO0185                          SUPERSEDED SURVEY CONTROL
 DO0185
 DO0185  NGVD 29 (??/??/92)  377.334  (m)         1237.97   (f) ADJ UNCH    2 0
 DO0185
 DO0185.Superseded values are not recommended for survey control.
 DO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0185.See file dsdata.txt to determine how the superseded data were derived.
 DO0185
 DO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB863636(NAD 83)
 DO0185_MARKER: DB = BENCH MARK DISK
 DO0185_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DO0185_SP_SET: 15 FT
 DO0185_STAMPING: M 1175 1961
 DO0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0185
 DO0185  HISTORY     - Date     Condition        Report By
 DO0185  HISTORY     - 1961     MONUMENTED       CGS
 DO0185  HISTORY     - 20010325 GOOD             USPSQD
 DO0185  HISTORY     - 20050312 GOOD             USPSQD
 DO0185
 DO0185                          STATION DESCRIPTION
 DO0185
 DO0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0185'5.15 MI N FROM PERRIN.
 DO0185'ABOUT 5.15 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL
 DO0185'BUILDING AT PERRIN, AT THE JUNCTION OF THE HIGHWAY WITH A ROAD LEADING
 DO0185'WEST AND A PRIVATE ROAD LEADING EAST, 49 FEET WEST OF THE CENTER LINE
 DO0185'OF THE HIGHWAY, 37 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 DO0185'WEST, 26 FEET NORTH OF AN EAST-WEST FENCE, 1 1/2 FEET EAST OF A
 DO0185'NORTH-SOUTH FENCE, 1.6 FEET FROM A WITNESS POST, ABOUT 2 FEET BELOW
 DO0185'THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 DO0185'COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A
 DO0185'6-INCH TILE THAT PROJECTS 3 INCHES.
 DO0185
 DO0185                          STATION RECOVERY (2001)
 DO0185
 DO0185'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0185'RECOVERED IN GOOD CONDITION.
 DO0185
 DO0185                          STATION RECOVERY (2005)
 DO0185
 DO0185'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0440 ***********************************************************************
 CU0440  DESIGNATION -  M 1176
 CU0440  PID         -  CU0440
 CU0440  STATE/COUNTY-  TX/SCURRY
 CU0440  USGS QUAD   -  INADALE NW (1969)
 CU0440
 CU0440                         *CURRENT SURVEY CONTROL
 CU0440  ___________________________________________________________________
 CU0440* NAD 83(1986)-  32 43 37.     (N)    100 42 36.     (W)     SCALED    
 CU0440* NAVD 88     -       687.751  (meters)    2256.40   (feet)  ADJUSTED  
 CU0440  ___________________________________________________________________
 CU0440  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CU0440  DYNAMIC HT  -         686.839 (meters)    2253.40  (feet)  COMP
 CU0440  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 CU0440
 CU0440  VERT ORDER  -  SECOND    CLASS 0
 CU0440
 CU0440.The horizontal coordinates were scaled from a topographic map and have
 CU0440.an estimated accuracy of +/- 6 seconds.
 CU0440
 CU0440.The orthometric height was determined by differential leveling
 CU0440.and adjusted by the National Geodetic Survey in June 1991..
 CU0440
 CU0440.The geoid height was determined by GEOID03.
 CU0440
 CU0440.The dynamic height is computed by dividing the NAVD 88
 CU0440.geopotential number by the normal gravity value computed on the
 CU0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0440.degrees latitude (g = 980.6199 gals.).
 CU0440
 CU0440.The modeled gravity was interpolated from observed gravity values.
 CU0440
 CU0440;                    North         East    Units  Estimated Accuracy
 CU0440;SPC TXNC     - 2,119,750.      392,870.      MT  (+/- 180 meters Scaled)
 CU0440
 CU0440                          SUPERSEDED SURVEY CONTROL
 CU0440
 CU0440  NGVD 29 (??/??/92)  687.472  (m)         2255.48   (f) ADJ UNCH    2 0
 CU0440
 CU0440.Superseded values are not recommended for survey control.
 CU0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0440.See file dsdata.txt to determine how the superseded data were derived.
 CU0440
 CU0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB397223(NAD 83)
 CU0440_MARKER: DB = BENCH MARK DISK
 CU0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0440_SP_SET: CULVERT
 CU0440_STAMPING: M 1176 1961
 CU0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0440
 CU0440  HISTORY     - Date     Condition        Report By
 CU0440  HISTORY     - 1961     MONUMENTED       CGS
 CU0440
 CU0440                          STATION DESCRIPTION
 CU0440
 CU0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0440'11.4 MI SW FROM HOBBS.
 CU0440'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0440'HOBBS, THENCE 3.3 MILES SOUTH ALONG FARM ROAD 611, THENCE 7.9 MILES
 CU0440'WEST ALONG U. S. HIGHWAY 180, OR 3.3 MILES SOUTHEAST ALONG THE
 CU0440'PANHANDLE AND SANTA FE RAILWAY FROM THE STATION AT SNYDER, THENCE 9.85
 CU0440'MILES EAST ALONG U. S. HIGHWAY 180, 22 FEET NORTHWEST OF THE CENTER
 CU0440'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE
 CU0440'NORTHWEST CONCRETE HEAD WALL OF A DOUBLE CHANNEL CONCRETE CULVERT IN A
 CU0440'SANDSTONE WASH, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0243 ***********************************************************************
 CB0243  DESIGNATION -  M 1177
 CB0243  PID         -  CB0243
 CB0243  STATE/COUNTY-  TX/COKE
 CB0243  USGS QUAD   -  GREEN MOUNTAIN (1987)
 CB0243
 CB0243                         *CURRENT SURVEY CONTROL
 CB0243  ___________________________________________________________________
 CB0243* NAD 83(1986)-  31 54 26.     (N)    100 41 19.     (W)     SCALED    
 CB0243* NAVD 88     -       640.366  (meters)    2100.93   (feet)  ADJUSTED  
 CB0243  ___________________________________________________________________
 CB0243  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 CB0243  DYNAMIC HT  -         639.501 (meters)    2098.10  (feet)  COMP
 CB0243  MODELED GRAV-     979,268.2   (mgal)                       NAVD 88
 CB0243
 CB0243  VERT ORDER  -  SECOND    CLASS 0
 CB0243
 CB0243.The horizontal coordinates were scaled from a topographic map and have
 CB0243.an estimated accuracy of +/- 6 seconds.
 CB0243
 CB0243.The orthometric height was determined by differential leveling
 CB0243.and adjusted by the National Geodetic Survey in June 1991..
 CB0243
 CB0243.The geoid height was determined by GEOID03.
 CB0243
 CB0243.The dynamic height is computed by dividing the NAVD 88
 CB0243.geopotential number by the normal gravity value computed on the
 CB0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0243.degrees latitude (g = 980.6199 gals.).
 CB0243
 CB0243.The modeled gravity was interpolated from observed gravity values.
 CB0243
 CB0243;                    North         East    Units  Estimated Accuracy
 CB0243;SPC TX C     - 3,248,440.      666,400.      MT  (+/- 180 meters Scaled)
 CB0243
 CB0243                          SUPERSEDED SURVEY CONTROL
 CB0243
 CB0243  NGVD 29 (??/??/92)  640.153  (m)         2100.24   (f) ADJ UNCH    2 0
 CB0243
 CB0243.Superseded values are not recommended for survey control.
 CB0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0243.See file dsdata.txt to determine how the superseded data were derived.
 CB0243
 CB0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA403313(NAD 83)
 CB0243_MARKER: DB = BENCH MARK DISK
 CB0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0243_SP_SET: CONCRETE GUARD RAIL
 CB0243_STAMPING: M 1177 1961
 CB0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0243
 CB0243  HISTORY     - Date     Condition        Report By
 CB0243  HISTORY     - 1961     MONUMENTED       CGS
 CB0243
 CB0243                          STATION DESCRIPTION
 CB0243
 CB0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0243'12.9 MI W FROM ROBERT LEE.
 CB0243'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0243'ROBERT LEE, THENCE 12.65 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0243'ROAD 387, 14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CB0243'TOP OF THE WEST END OF THE NORTH CONCRETE GUARD RAIL OF A CONCRETE
 CB0243'BRIDGE OVER NATURAL WELL DRAW, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CB0243'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB1005 ***********************************************************************
 CB1005  DESIGNATION -  M 1177 RESET
 CB1005  PID         -  CB1005
 CB1005  STATE/COUNTY-  TX/COKE
 CB1005  USGS QUAD   -  GREEN MOUNTAIN (1987)
 CB1005
 CB1005                         *CURRENT SURVEY CONTROL
 CB1005  ___________________________________________________________________
 CB1005* NAD 83(1986)-  31 54 26.     (N)    100 41 19.     (W)     SCALED    
 CB1005* NAVD 88     -       640.61   (meters)    2101.7    (feet)  RESET     
 CB1005  ___________________________________________________________________
 CB1005  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 CB1005
 CB1005  VERT ORDER  -  THIRD
 CB1005
 CB1005.The horizontal coordinates were scaled from a topographic map and have
 CB1005.an estimated accuracy of +/- 6 seconds.
 CB1005
 CB1005.The orthometric height was computed from unverified reset data.
 CB1005
 CB1005.The geoid height was determined by GEOID03.
 CB1005
 CB1005;                    North         East    Units  Estimated Accuracy
 CB1005;SPC TX C     - 3,248,440.      666,400.      MT  (+/- 180 meters Scaled)
 CB1005
 CB1005                          SUPERSEDED SURVEY CONTROL
 CB1005
 CB1005  NGVD 29 (01/29/03)  640.39   (m)         2101.0    (f) RESET       3  
 CB1005
 CB1005.Superseded values are not recommended for survey control.
 CB1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB1005.See file dsdata.txt to determine how the superseded data were derived.
 CB1005
 CB1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA403313(NAD 83)
 CB1005_MARKER: DV = VERTICAL CONTROL DISK
 CB1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB1005_SP_SET: BRIDGE RAILING
 CB1005_STAMPING: M 1177 RESET 1980
 CB1005_MARK LOGO: NGS   
 CB1005_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1005+STABILITY: SURFACE MOTION
 CB1005
 CB1005  HISTORY     - Date     Condition        Report By
 CB1005  HISTORY     - 1980     MONUMENTED       TXHD
 CB1005
 CB1005                          STATION DESCRIPTION
 CB1005
 CB1005'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1980
 CB1005'0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE IN ROBERT
 CB1005'LEE, THENCE 12.65 MILES WEST ALONG STATE HIGHWAY 158 AND FARM ROAD
 CB1005'387, 23 FEET NORTH OF THE CENTERLINE OF HIGHWAY STATION 662 PLUS 19,
 CB1005'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE GUARD RAIL OF BRIDGE
 CB1005'OVER PECAN CREEK, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0436 ***********************************************************************
 CU0436  DESIGNATION -  M 1178
 CU0436  PID         -  CU0436
 CU0436  STATE/COUNTY-  TX/FISHER
 CU0436  USGS QUAD   -  INADALE NW (1969)
 CU0436
 CU0436                         *CURRENT SURVEY CONTROL
 CU0436  ___________________________________________________________________
 CU0436* NAD 83(1986)-  32 43 51.     (N)    100 38 52.     (W)     SCALED    
 CU0436* NAVD 88     -       662.426  (meters)    2173.31   (feet)  ADJUSTED  
 CU0436  ___________________________________________________________________
 CU0436  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CU0436  DYNAMIC HT  -         661.550 (meters)    2170.44  (feet)  COMP
 CU0436  MODELED GRAV-     979,295.9   (mgal)                       NAVD 88
 CU0436
 CU0436  VERT ORDER  -  SECOND    CLASS 0
 CU0436
 CU0436.The horizontal coordinates were scaled from a topographic map and have
 CU0436.an estimated accuracy of +/- 6 seconds.
 CU0436
 CU0436.The orthometric height was determined by differential leveling
 CU0436.and adjusted by the National Geodetic Survey in June 1991..
 CU0436
 CU0436.The geoid height was determined by GEOID03.
 CU0436
 CU0436.The dynamic height is computed by dividing the NAVD 88
 CU0436.geopotential number by the normal gravity value computed on the
 CU0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0436.degrees latitude (g = 980.6199 gals.).
 CU0436
 CU0436.The modeled gravity was interpolated from observed gravity values.
 CU0436
 CU0436;                    North         East    Units  Estimated Accuracy
 CU0436;SPC TXNC     - 2,120,060.      398,710.      MT  (+/- 180 meters Scaled)
 CU0436
 CU0436                          SUPERSEDED SURVEY CONTROL
 CU0436
 CU0436  NGVD 29 (??/??/92)  662.154  (m)         2172.42   (f) ADJ UNCH    2 0
 CU0436
 CU0436.Superseded values are not recommended for survey control.
 CU0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0436.See file dsdata.txt to determine how the superseded data were derived.
 CU0436
 CU0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB455226(NAD 83)
 CU0436_MARKER: DB = BENCH MARK DISK
 CU0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0436_STAMPING: M 1178 1961
 CU0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0436+STABILITY: SURFACE MOTION
 CU0436
 CU0436  HISTORY     - Date     Condition        Report By
 CU0436  HISTORY     - 1961     MONUMENTED       CGS
 CU0436
 CU0436                          STATION DESCRIPTION
 CU0436
 CU0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0436'7.6 MI SW FROM HOBBS.
 CU0436'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0436'HOBBS, THENCE 3.3 MILES SOUTH ALONG FARM ROAD 611, THENCE 4.1 MILES
 CU0436'WEST ALONG U. S. HIGHWAY 180, 110 FEET SOUTH OF THE CENTER LINE OF THE
 CU0436'HIGHWAY, 57 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 109 FEET
 CU0436'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND THE
 CU0436'DIRT ROAD, SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A BRICK FARMHOUSE,
 CU0436'53 FEET SOUTH OF THE SOUTH END OF A SMALL CONCRETE HEAD WALL OF A
 CU0436'CULVERT, 1 FOOT NORTHEAST OF A FENCE, 2.0 FEET EAST OF A METAL WITNESS
 CU0436'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CU0436'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0417 ***********************************************************************
 CU0417  DESIGNATION -  M 1179
 CU0417  PID         -  CU0417
 CU0417  STATE/COUNTY-  TX/FISHER
 CU0417  USGS QUAD   -  HOBBS (1969)
 CU0417
 CU0417                         *CURRENT SURVEY CONTROL
 CU0417  ___________________________________________________________________
 CU0417* NAD 83(1986)-  32 50 00.     (N)    100 33 12.     (W)     SCALED    
 CU0417* NAVD 88     -       642.094  (meters)    2106.60   (feet)  ADJUSTED  
 CU0417  ___________________________________________________________________
 CU0417  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CU0417  DYNAMIC HT  -         641.258 (meters)    2103.86  (feet)  COMP
 CU0417  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 CU0417
 CU0417  VERT ORDER  -  SECOND    CLASS 0
 CU0417
 CU0417.The horizontal coordinates were scaled from a topographic map and have
 CU0417.an estimated accuracy of +/- 6 seconds.
 CU0417
 CU0417.The orthometric height was determined by differential leveling
 CU0417.and adjusted by the National Geodetic Survey in June 1991..
 CU0417
 CU0417.The geoid height was determined by GEOID03.
 CU0417
 CU0417.The dynamic height is computed by dividing the NAVD 88
 CU0417.geopotential number by the normal gravity value computed on the
 CU0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0417.degrees latitude (g = 980.6199 gals.).
 CU0417
 CU0417.The modeled gravity was interpolated from observed gravity values.
 CU0417
 CU0417;                    North         East    Units  Estimated Accuracy
 CU0417;SPC TXNC     - 2,131,250.      407,790.      MT  (+/- 180 meters Scaled)
 CU0417
 CU0417                          SUPERSEDED SURVEY CONTROL
 CU0417
 CU0417  NGVD 29 (??/??/92)  641.840  (m)         2105.77   (f) ADJ UNCH    2 0
 CU0417
 CU0417.Superseded values are not recommended for survey control.
 CU0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0417.See file dsdata.txt to determine how the superseded data were derived.
 CU0417
 CU0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB546338(NAD 83)
 CU0417_MARKER: DB = BENCH MARK DISK
 CU0417_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0417_SP_SET: 24 FT.
 CU0417_STAMPING: M 1179 1961
 CU0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0417
 CU0417  HISTORY     - Date     Condition        Report By
 CU0417  HISTORY     - 1961     MONUMENTED       CGS
 CU0417
 CU0417                          STATION DESCRIPTION
 CU0417
 CU0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0417'5.4 MI W FROM ROTAN.
 CU0417'ABOUT 5.4 MILES WEST ALONG FARM ROAD 611 FROM THE MOST SOUTHERLY OF A
 CU0417'GROUP OF SCHOOL BUILDINGS AT ROTAN, OR 0.2 MILE EAST ALONG FARM ROAD
 CU0417'1614 FROM THE HIGH SCHOOL AT HOBBS, THENCE 6.0 MILES NORTHEAST ALONG
 CU0417'FARM ROAD 611, AT A CURVE AND 67 FEET NORTHWEST OF THE CENTER LINE OF
 CU0417'THE FARM ROAD, 49 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD
 CU0417'LEADING WEST, 11 1/2 FEET WEST OF A TELEPHONE POLE, IN LINE WITH AN
 CU0417'EAST-WEST ROW OF TELEPHONE POLES, 2.0 FEET EAST OF A METAL WITNESS
 CU0417'POST, ABOUT LEVEL WITH THE FARM ROAD, A DISK ON THE TOP OF A 5/8-INCH
 CU0417'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED
 CU0417'IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0001 ***********************************************************************
 BN0001  DESIGNATION -  M 118
 BN0001  PID         -  BN0001
 BN0001  STATE/COUNTY-  TX/BURNET
 BN0001  USGS QUAD   -  LAKE VICTOR (1967)
 BN0001
 BN0001                         *CURRENT SURVEY CONTROL
 BN0001  ___________________________________________________________________
 BN0001* NAD 83(1986)-  30 59 52.     (N)    098 11 32.     (W)     SCALED    
 BN0001* NAVD 88     -       369.392  (meters)    1211.91   (feet)  ADJUSTED  
 BN0001  ___________________________________________________________________
 BN0001  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BN0001  DYNAMIC HT  -         368.895 (meters)    1210.28  (feet)  COMP
 BN0001  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 BN0001
 BN0001  VERT ORDER  -  SECOND    CLASS 0
 BN0001
 BN0001.The horizontal coordinates were scaled from a topographic map and have
 BN0001.an estimated accuracy of +/- 6 seconds.
 BN0001
 BN0001.The orthometric height was determined by differential leveling
 BN0001.and adjusted by the National Geodetic Survey in June 1991..
 BN0001
 BN0001.The geoid height was determined by GEOID03.
 BN0001
 BN0001.The dynamic height is computed by dividing the NAVD 88
 BN0001.geopotential number by the normal gravity value computed on the
 BN0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0001.degrees latitude (g = 980.6199 gals.).
 BN0001
 BN0001.The modeled gravity was interpolated from observed gravity values.
 BN0001
 BN0001;                    North         East    Units  Estimated Accuracy
 BN0001;SPC TX C     - 3,149,530.      904,450.      MT  (+/- 180 meters Scaled)
 BN0001
 BN0001                          SUPERSEDED SURVEY CONTROL
 BN0001
 BN0001  NGVD 29 (??/??/92)  369.290  (m)         1211.58   (f) ADJ UNCH    2 0
 BN0001
 BN0001.Superseded values are not recommended for survey control.
 BN0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0001.See file dsdata.txt to determine how the superseded data were derived.
 BN0001
 BN0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV771296(NAD 83)
 BN0001_MARKER: DB = BENCH MARK DISK
 BN0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0001_STAMPING: M 118 1933
 BN0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0001+STABILITY: SURFACE MOTION
 BN0001
 BN0001  HISTORY     - Date     Condition        Report By
 BN0001  HISTORY     - 1933     MONUMENTED       CGS
 BN0001  HISTORY     - 1967     GOOD             USGS
 BN0001
 BN0001                          STATION DESCRIPTION
 BN0001
 BN0001'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0001'6.05 MI SE FROM LAMPASAS.
 BN0001'LAMPASAS, JUNCTION OF U. S. HWYS. 190 AND 281.  THENCE SOUTH ON U. S.
 BN0001'HWY. 281 5.0 MI. TO ENTRANCE TO CLOUDS MAD RANCH.  THENCE SOUTH AND
 BN0001'EAST ON RANCH ROAD 0.6 TO DISMANTLED R. R. GRADE.  THENCE NORTH ON OLD
 BN0001'R. R. GRADE 0.45 MI. TO CROSS FENCE.  235 FT. NORTH OF FENCE AND 46
 BN0001'FT. WEST OF CENTER OF OLD R. R. GRADE.  A STANDARD DISK STAMPED M 118
 BN0001'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0197 ***********************************************************************
 CB0197  DESIGNATION -  M 118 USGS
 CB0197  PID         -  CB0197
 CB0197  STATE/COUNTY-  TX/IRION
 CB0197  USGS QUAD   -  NOELKE (1987)
 CB0197
 CB0197                         *CURRENT SURVEY CONTROL
 CB0197  ___________________________________________________________________
 CB0197* NAD 83(1986)-  31 07 54.     (N)    100 56 41.     (W)     SCALED    
 CB0197* NAVD 88     -       728.777  (meters)    2391.00   (feet)  ADJUSTED  
 CB0197  ___________________________________________________________________
 CB0197  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CB0197  DYNAMIC HT  -         727.742 (meters)    2387.60  (feet)  COMP
 CB0197  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 CB0197
 CB0197  VERT ORDER  -  SECOND    CLASS 0
 CB0197
 CB0197.The horizontal coordinates were scaled from a topographic map and have
 CB0197.an estimated accuracy of +/- 6 seconds.
 CB0197
 CB0197.The orthometric height was determined by differential leveling
 CB0197.and adjusted by the National Geodetic Survey in June 1991..
 CB0197
 CB0197.The geoid height was determined by GEOID03.
 CB0197
 CB0197.The dynamic height is computed by dividing the NAVD 88
 CB0197.geopotential number by the normal gravity value computed on the
 CB0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0197.degrees latitude (g = 980.6199 gals.).
 CB0197
 CB0197.The modeled gravity was interpolated from observed gravity values.
 CB0197
 CB0197;                    North         East    Units  Estimated Accuracy
 CB0197;SPC TX C     - 3,162,560.      641,700.      MT  (+/- 180 meters Scaled)
 CB0197
 CB0197                          SUPERSEDED SURVEY CONTROL
 CB0197
 CB0197  NGVD 29 (??/??/92)  728.558  (m)         2390.28   (f) ADJ UNCH    2 0
 CB0197
 CB0197.Superseded values are not recommended for survey control.
 CB0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0197.See file dsdata.txt to determine how the superseded data were derived.
 CB0197
 CB0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV145458(NAD 83)
 CB0197_MARKER: DB = BENCH MARK DISK
 CB0197_SETTING: 66 = SET IN ROCK OUTCROP
 CB0197_SP_SET: ROCK LEDGE
 CB0197_STAMPING: M-118-23
 CB0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0197+STABILITY: POSITION/ELEVATION WELL
 CB0197
 CB0197  HISTORY     - Date     Condition        Report By
 CB0197  HISTORY     - UNK      MONUMENTED       USGS
 CB0197  HISTORY     - 1934     GOOD             NGS
 CB0197  HISTORY     - 1940     GOOD             NGS
 CB0197  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0197
 CB0197                          STATION DESCRIPTION
 CB0197
 CB0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0197'11.9 MI SW FROM MERTZON.
 CB0197'11.9 MILES SW OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.2 MILES NE OF
 CB0197'MILE POST 758.  50 FT. NE OF SW END OF CUT.  13 FT. SE OF CENTER OF
 CB0197'TRACK.  DISK IS SET IN ROCK LEDGE AT EDGE OF CUT.
 CB0197
 CB0197                          STATION RECOVERY (1940)
 CB0197
 CB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0197'RECOVERED IN GOOD CONDITION.
 CB0197
 CB0197                          STATION RECOVERY (1981)
 CB0197
 CB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0517 ***********************************************************************
 CU0517  DESIGNATION -  M 1180
 CU0517  PID         -  CU0517
 CU0517  STATE/COUNTY-  TX/MITCHELL
 CU0517  USGS QUAD   -  IRA (1979)
 CU0517
 CU0517                         *CURRENT SURVEY CONTROL
 CU0517  ___________________________________________________________________
 CU0517* NAD 83(1986)-  32 31 05.     (N)    101 04 22.     (W)     SCALED    
 CU0517* NAVD 88     -       679.615  (meters)    2229.70   (feet)  ADJUSTED  
 CU0517  ___________________________________________________________________
 CU0517  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CU0517  DYNAMIC HT  -         678.704 (meters)    2226.71  (feet)  COMP
 CU0517  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 CU0517
 CU0517  VERT ORDER  -  SECOND    CLASS 0
 CU0517
 CU0517.The horizontal coordinates were scaled from a topographic map and have
 CU0517.an estimated accuracy of +/- 6 seconds.
 CU0517
 CU0517.The orthometric height was determined by differential leveling
 CU0517.and adjusted by the National Geodetic Survey in June 1991..
 CU0517
 CU0517.The geoid height was determined by GEOID03.
 CU0517
 CU0517.The dynamic height is computed by dividing the NAVD 88
 CU0517.geopotential number by the normal gravity value computed on the
 CU0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0517.degrees latitude (g = 980.6199 gals.).
 CU0517
 CU0517.The modeled gravity was interpolated from observed gravity values.
 CU0517
 CU0517;                    North         East    Units  Estimated Accuracy
 CU0517;SPC TXNC     - 2,097,370.      358,310.      MT  (+/- 180 meters Scaled)
 CU0517
 CU0517                          SUPERSEDED SURVEY CONTROL
 CU0517
 CU0517  NGVD 29 (??/??/92)  679.355  (m)         2228.85   (f) ADJ UNCH    2 0
 CU0517
 CU0517.Superseded values are not recommended for survey control.
 CU0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0517.See file dsdata.txt to determine how the superseded data were derived.
 CU0517
 CU0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA053997(NAD 83)
 CU0517_MARKER: DB = BENCH MARK DISK
 CU0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0517_STAMPING: M 1180 1961
 CU0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0517+STABILITY: SURFACE MOTION
 CU0517
 CU0517  HISTORY     - Date     Condition        Report By
 CU0517  HISTORY     - 1961     MONUMENTED       CGS
 CU0517
 CU0517                          STATION DESCRIPTION
 CU0517
 CU0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0517'6.35 MI SW FROM IRA.
 CU0517'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0517'CHURCH AT IRA, THENCE 0.6 MILE SOUTHEAST ALONG FARM ROAD 1229, 0.2
 CU0517'MILE WEST OF A FARMHOUSE, AT A SHARP CURVE AND 50 FEET SOUTHWEST OF
 CU0517'THE CENTER LINE OF THE FARM ROAD, 45 FEET NORTHEAST OF THE CENTER LINE
 CU0517'OF A DIRT ROAD, 9 FEET SOUTHEAST OF A POWER POLE, 3 FEET NORTHEAST OF
 CU0517'A ROW OF POWER POLES, 2.0 FEET NORTHEAST OF A METAL WITNESS POST,
 CU0517'ABOUT 3 FEET BELOW THE LEVEL OF THE FARM ROAD, AND SET IN THE TOP OF A
 CU0517'CONCRETE POST PROJECTING  4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0501 ***********************************************************************
 CU0501  DESIGNATION -  M 1181
 CU0501  PID         -  CU0501
 CU0501  STATE/COUNTY-  TX/SCURRY
 CU0501  USGS QUAD   -  IRA NE (1979)
 CU0501
 CU0501                         *CURRENT SURVEY CONTROL
 CU0501  ___________________________________________________________________
 CU0501* NAD 83(1986)-  32 44 39.     (N)    101 05 00.     (W)     SCALED    
 CU0501* NAVD 88     -       758.807  (meters)    2489.52   (feet)  ADJUSTED  
 CU0501  ___________________________________________________________________
 CU0501  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CU0501  DYNAMIC HT  -         757.812 (meters)    2486.25  (feet)  COMP
 CU0501  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 CU0501
 CU0501  VERT ORDER  -  SECOND    CLASS 0
 CU0501
 CU0501.The horizontal coordinates were scaled from a topographic map and have
 CU0501.an estimated accuracy of +/- 6 seconds.
 CU0501
 CU0501.The orthometric height was determined by differential leveling
 CU0501.and adjusted by the National Geodetic Survey in June 1991..
 CU0501
 CU0501.The geoid height was determined by GEOID03.
 CU0501
 CU0501.The dynamic height is computed by dividing the NAVD 88
 CU0501.geopotential number by the normal gravity value computed on the
 CU0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0501.degrees latitude (g = 980.6199 gals.).
 CU0501
 CU0501.The modeled gravity was interpolated from observed gravity values.
 CU0501
 CU0501;                    North         East    Units  Estimated Accuracy
 CU0501;SPC TXNC     - 2,122,460.      357,940.      MT  (+/- 180 meters Scaled)
 CU0501
 CU0501                          SUPERSEDED SURVEY CONTROL
 CU0501
 CU0501  NGVD 29 (??/??/92)  758.487  (m)         2488.47   (f) ADJ UNCH    2 0
 CU0501
 CU0501.Superseded values are not recommended for survey control.
 CU0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0501.See file dsdata.txt to determine how the superseded data were derived.
 CU0501
 CU0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB048248(NAD 83)
 CU0501_MARKER: DB = BENCH MARK DISK
 CU0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0501_STAMPING: M 1181 1961
 CU0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0501+STABILITY: SURFACE MOTION
 CU0501
 CU0501  HISTORY     - Date     Condition        Report By
 CU0501  HISTORY     - 1961     MONUMENTED       CGS
 CU0501
 CU0501                          STATION DESCRIPTION
 CU0501
 CU0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0501'12.1 MI W FROM SNYDER.
 CU0501'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0501'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0501'10.0 MILES WEST ALONG U. S. HIGHWAY 180, THENCE 1.0 MILE NORTH ALONG A
 CU0501'GRADED DIRT ROAD, 83 FEET SOUTHEAST OF THE CENTER OF THE EAST OF THE
 CU0501'CENTER LINE OF THE GRADED DIRT ROAD, 37 FEET SOUTH OF THE CENTER LINE
 CU0501'OF THE EAST-WEST DIRT ROAD, 49 FEET EAST OF A TELEPHONE POLE, 48 FEET
 CU0501'EAST OF A CORNER FENCE POST, 2 FEET NORTH OF A FENCE, 1.7 FEET SOUTH
 CU0501'OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND
 CU0501'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1225 ***********************************************************************
 AW1225  DESIGNATION -  M 1182
 AW1225  PID         -  AW1225
 AW1225  STATE/COUNTY-  TX/BRAZORIA
 AW1225  USGS QUAD   -  ANGLETON (1974)
 AW1225
 AW1225                         *CURRENT SURVEY CONTROL
 AW1225  ___________________________________________________________________
 AW1225* NAD 83(1986)-  29 13 14.     (N)    095 25 47.     (W)     SCALED    
 AW1225* NAVD 88     -        10.54   (+/-2cm)      34.6    (feet)  VERTCON   
 AW1225  ___________________________________________________________________
 AW1225  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1225
 AW1225  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1225
 AW1225.The horizontal coordinates were scaled from a topographic map and have
 AW1225.an estimated accuracy of +/- 6 seconds.
 AW1225
 AW1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1225.The vertical order pertains to the NGVD 29 superseded value.
 AW1225
 AW1225.The geoid height was determined by GEOID03.
 AW1225
 AW1225;                    North         East    Units  Estimated Accuracy
 AW1225;SPC TXSC     - 4,159,040.      947,040.      MT  (+/- 180 meters Scaled)
 AW1225
 AW1225                          SUPERSEDED SURVEY CONTROL
 AW1225
 AW1225  NGVD 29 (??/??/92)   10.547  (m)           34.60   (f) ADJ UNCH    1 1
 AW1225
 AW1225.Superseded values are not recommended for survey control.
 AW1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1225.See file dsdata.txt to determine how the superseded data were derived.
 AW1225
 AW1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN638348(NAD 83)
 AW1225_MARKER: DB = BENCH MARK DISK
 AW1225_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1225_SP_SET: 62 FEET
 AW1225_STAMPING: M 1182 1963
 AW1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1225
 AW1225  HISTORY     - Date     Condition        Report By
 AW1225  HISTORY     - 1963     MONUMENTED       CGS
 AW1225  HISTORY     - 1973     GOOD             NGS
 AW1225  HISTORY     - 1978     GOOD             NGS
 AW1225  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1225  HISTORY     - 1990     GOOD             USPSQD
 AW1225  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1225  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 AW1225
 AW1225                          STATION DESCRIPTION
 AW1225
 AW1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1225'3.9 MI N FROM ANGLETON.
 AW1225'2.3 MILES NORTH ALONG STATE HIGHWAY 288 FROM THE COUNTY COURTHOUSE AT
 AW1225'ANGLETON, THENCE 0.3 MILE EAST ALONG A SHEEL ROAD, THENCE 1.3 MILES
 AW1225'NORTH ALONG OLD AIRLINE ROAD (COUNTY ROAD 48), AT THE JUNCTION OF A
 AW1225'SHELL ROAD EAST, 40 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 13
 AW1225'FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 9 FEET WEST-NORTHWEST
 AW1225'OF THE NORTHWEST CORNER OF A STEEL CATTLEGUARD ACROSS THE ROAD EAST,
 AW1225'1.6 FEET NORTHEAST OF A FENCE CORNER POST BEARING A C AND GS PLAQUE,
 AW1225'1.0 FOOT EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP
 AW1225'OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 62 FEET. THE
 AW1225'UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH TILE PROJECTING 0.4
 AW1225'FOOT ABOVE THE GROUND.
 AW1225
 AW1225                          STATION RECOVERY (1978)
 AW1225
 AW1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1225'RECOVERED IN GOOD CONDITION.
 AW1225
 AW1225                          STATION RECOVERY (1987)
 AW1225
 AW1225'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1225'MARK NOT FOUND.
 AW1225
 AW1225                          STATION RECOVERY (1990)
 AW1225
 AW1225'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1225'RECOVERED IN GOOD CONDITION.
 AW1225
 AW1225                          STATION RECOVERY (1997)
 AW1225
 AW1225'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1225'MARK NOT FOUND.
 AW1225
 AW1225                          STATION RECOVERY (2003)
 AW1225
 AW1225'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0907 ***********************************************************************
 AW0907  DESIGNATION -  M 1184
 AW0907  PID         -  AW0907
 AW0907  STATE/COUNTY-  TX/HARRIS
 AW0907  USGS QUAD   -  SETTEGAST (1995)
 AW0907
 AW0907                         *CURRENT SURVEY CONTROL
 AW0907  ___________________________________________________________________
 AW0907* NAD 83(1986)-  29 46 20.     (N)    095 16 58.     (W)     SCALED    
 AW0907* NAVD 88     -        11.475  (meters)      37.65   (feet)  ADJUSTED  
 AW0907  ___________________________________________________________________
 AW0907  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW0907  DYNAMIC HT  -          11.459 (meters)      37.60  (feet)  COMP
 AW0907  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 AW0907
 AW0907  VERT ORDER  -  FIRST     CLASS II
 AW0907
 AW0907.The horizontal coordinates were scaled from a topographic map and have
 AW0907.an estimated accuracy of +/- 6 seconds.
 AW0907
 AW0907.The orthometric height was determined by differential leveling
 AW0907.and adjusted by the National Geodetic Survey in June 1991..
 AW0907
 AW0907.The geoid height was determined by GEOID03.
 AW0907
 AW0907.The dynamic height is computed by dividing the NAVD 88
 AW0907.geopotential number by the normal gravity value computed on the
 AW0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0907.degrees latitude (g = 980.6199 gals.).
 AW0907
 AW0907.The modeled gravity was interpolated from observed gravity values.
 AW0907
 AW0907;                    North         East    Units  Estimated Accuracy
 AW0907;SPC TXSC     - 4,220,590.      959,380.      MT  (+/- 180 meters Scaled)
 AW0907
 AW0907                          SUPERSEDED SURVEY CONTROL
 AW0907
 AW0907  NGVD 29 (12/23/87)   11.472  (m)           37.64   (f) ADJUSTED    1 2
 AW0907
 AW0907.Superseded values are not recommended for survey control.
 AW0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0907.See file dsdata.txt to determine how the superseded data were derived.
 AW0907
 AW0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN793957(NAD 83)
 AW0907_MARKER: DB = BENCH MARK DISK
 AW0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0907_SP_SET: CONCRETE POST
 AW0907_STAMPING: M 1184 1964
 AW0907_MARK LOGO: CGS   
 AW0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0907+STABILITY: SURFACE MOTION
 AW0907
 AW0907  HISTORY     - Date     Condition        Report By
 AW0907  HISTORY     - 1964     MONUMENTED       CGS
 AW0907  HISTORY     - 1973     GOOD             NGS
 AW0907  HISTORY     - 1978     GOOD             NGS
 AW0907  HISTORY     - 1986     GOOD             NGS
 AW0907  HISTORY     - 1988     GOOD             USPSQD
 AW0907  HISTORY     - 1989     GOOD             USPSQD
 AW0907
 AW0907                          STATION DESCRIPTION
 AW0907
 AW0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0907'2.15 MI W FROM JACINTO CITY.
 AW0907'ABOUT 2.15 MILES WEST ALONG MARKET ST. FROM THE MUNICIPAL BUILDING AT
 AW0907'JACINTO CITY, ABOUT 118 YARDS (P) EAST OF THE INTERSECTION OF MCCARTY
 AW0907'RD., 67 FEET NORTH OF THE CENTER LINE OF MARKET ST., 75 1/2 FEET
 AW0907'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING WITH STONE
 AW0907'FACING ON THE SOUTH SIDE (FOREIGN TRADE EXPORT BUILDING), 8.8 FEET
 AW0907'NORTH OF POWER POLE 395, 8.3 FEET NORTH OF A PIPE CORNER POST AT THE
 AW0907'SOUTHWEST CORNER OF A CHAIN LINK FENCE, 1 1/2 FEET WEST OF A CHAIN
 AW0907'LINK FENCE, 0.6 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP
 AW0907'OF A CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND. ALSO,
 AW0907'ABOUT LEVEL WITH THE STREET.
 AW0907
 AW0907                          STATION RECOVERY (1978)
 AW0907
 AW0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0907'RECOVERED IN GOOD CONDITION.
 AW0907
 AW0907                          STATION RECOVERY (1986)
 AW0907
 AW0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0907'RECOVERED IN GOOD CONDITION.
 AW0907
 AW0907                          STATION RECOVERY (1988)
 AW0907
 AW0907'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW0907'RECOVERED IN GOOD CONDITION.
 AW0907
 AW0907                          STATION RECOVERY (1989)
 AW0907
 AW0907'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0889 ***********************************************************************
 AW0889  DESIGNATION -  M 1185
 AW0889  PID         -  AW0889
 AW0889  STATE/COUNTY-  TX/HARRIS
 AW0889  USGS QUAD   -  PARK PLACE (1995)
 AW0889
 AW0889                         *CURRENT SURVEY CONTROL
 AW0889  ___________________________________________________________________
 AW0889* NAD 83(1993)-  29 43 44.88247(N)    095 15 50.84254(W)     ADJUSTED  
 AW0889* NAVD 88     -         8.20   (+/-2cm)      26.9    (feet)  VERTCON   
 AW0889  ___________________________________________________________________
 AW0889  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW0889  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0889  OBS GRAVITY -     979,288.3   (mgal)                       GRAV_OBS
 AW0889
 AW0889  HORZ ORDER  -  THIRD
 AW0889  VERT ORDER  -  THIRD (See Below)
 AW0889
 AW0889.The horizontal coordinates were established by classical geodetic methods
 AW0889.and adjusted by the National Geodetic Survey in February 1996..
 AW0889
 AW0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0889.The vertical order pertains to the NGVD 29 superseded value.
 AW0889
 AW0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0889
 AW0889.The geoid height was determined by GEOID03.
 AW0889.The observed gravity was obtained from relative gravimeter ties
 AW0889.to the IGSN71 gravity network.
 AW0889
 AW0889;                    North         East     Units Scale Factor Converg.
 AW0889;SPC TXSC     - 4,215,877.983   961,333.391   MT  0.99988683   +1 49 48.9
 AW0889;SPC TXSC     -13,831,593.02  3,153,974.63   sFT  0.99988683   +1 49 48.9
 AW0889;UTM  15      - 3,290,918.210   281,010.825   MT  1.00019174   -1 07 23.6
 AW0889
 AW0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0889!SPC TXSC     -   1.00000299  x   0.99988683  =   0.99988981
 AW0889!UTM  15      -   1.00000299  x   1.00019174  =   1.00019473
 AW0889
 AW0889                          SUPERSEDED SURVEY CONTROL
 AW0889
 AW0889  NAD 83(1986)-  29 43 44.89664(N)    095 15 50.82329(W) AD(       ) 3
 AW0889  NAD 27      -  29 43 44.08103(N)    095 15 50.06028(W) AD(       ) 3
 AW0889  NGVD 29 (07/19/86)    8.20   (m)           26.9    (f) LEVELING    3  
 AW0889
 AW0889.Superseded values are not recommended for survey control.
 AW0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0889.See file dsdata.txt to determine how the superseded data were derived.
 AW0889
 AW0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8101190918(NAD 83)
 AW0889_MARKER: DB = BENCH MARK DISK
 AW0889_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0889_SP_SET: 32 FT.
 AW0889_STAMPING: M 1185 1964
 AW0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0889
 AW0889  HISTORY     - Date     Condition        Report By
 AW0889  HISTORY     - 1966     MONUMENTED       CGS
 AW0889  HISTORY     - 1973     GOOD             NGS
 AW0889  HISTORY     - 1978     GOOD             NGS
 AW0889  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0889  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW0889
 AW0889                          STATION DESCRIPTION
 AW0889
 AW0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 AW0889'THE STATION IS ABOUT 3.5 MILES WEST OF PASADENA, ABOUT 100 YARDS
 AW0889'NORTH OF THE NORTH BANK OF THE HOUSTON SHIP CHANNEL, AND ON PROPERTY
 AW0889'OF THE PORT TERMINAL.
 AW0889'
 AW0889'TO REACH STATION FROM THE CIRCLE AT THE NORTH END OF THE WASHBURN
 AW0889'TUNNEL, GO WEST ON CLINTON DRIVE 3.1 MILES TO A ROAD ENTRANCE ON
 AW0889'LEFT ABOUT 50 YARDS BEFORE REACHING NORTH CAROLINA STREET.  TURN
 AW0889'LEFT ACROSS RAILROAD TRACKS, GO 0.05 MILE TO THE DICKSON GUN
 AW0889'PLANT.  KEEP TO THE RIGHT OF PLANT, PASS THROUGH A LOCKED GATE (KEY
 AW0889'MAY BE OBTAINED AT THE PORT TERMINAL), THENCE SOUTH ALONG
 AW0889'THE WEST SIDE OF FENCE WHICH SURROUNDS THE PLANT FOR 0.6 MILE TO
 AW0889'MARK.
 AW0889'
 AW0889'A STANDARD BENCH MARK DISK, STAMPED M 1185 1964 IS SET ON A COPPER
 AW0889'PIPE WHICH IS SURROUND BY A TILE FILLED WITH CONCRETE WHICH PROJECTS
 AW0889'5 INCHES ABOVE GROUND.  IT IS 118 FEET WEST OF THE WEST BOUNDARY
 AW0889'FENCE OF THE DICKSON GUN PLANT, 4 FEET SOUTH OF A POWER LINE POLE,
 AW0889'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 AW0889
 AW0889                          STATION RECOVERY (1973)
 AW0889
 AW0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0889'2.05 MI WSW FROM GALENA PARK.
 AW0889'ABOUT 1.55 MILES WEST ALONG CLINTON DR. FROM THE CITY HALL AT GALENA
 AW0889'PARK, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD ALONG THE WEST SIDE OF A
 AW0889'CHAIN LINK FENCE OF THE OLD DICKINSON GUN PLANT, ABOUT 0.2 MILE EAST
 AW0889'OF THE I-610 FREEWAY BRIDGE OVER THE SHIP CHANNEL, AND 0.15 MILE NORTH
 AW0889'OF THE NORTH BANK OF THE HOUSTON SHIP CHANNEL, 118 FEET WEST OF AND
 AW0889'ACROSS FROM THE DIRT ROAD FROM THE CHAIN LINK FENCE, 58 1/2 FEET
 AW0889'NORTHWEST OF THE NORTH END OF THE CONCRETE HEADWALL OF A SMALL PIPE
 AW0889'CULVERT, 53 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 4 1/2 FEET
 AW0889'SOUTH OF A POWER POLE BRACED BY 2 GUY WIRES, 1.7 FEET NORTH OF A METAL
 AW0889'WITNESS POST, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED
 AW0889'STEEL ROD FLUSH WITH THE GROUND, AND PROTECTED BY A 6-INCH CONCRETE
 AW0889'PIPE WHICH PROJECTS 6 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 32
 AW0889'FEET.
 AW0889
 AW0889                          STATION RECOVERY (1978)
 AW0889
 AW0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0889'RECOVERED IN GOOD CONDITION.
 AW0889
 AW0889                          STATION RECOVERY (1986)
 AW0889
 AW0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0889'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 AW0889'FOUND
 AW0889
 AW0889                          STATION RECOVERY (1995)
 AW0889
 AW0889'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0633 ***********************************************************************
 AW0633  DESIGNATION -  M 1186
 AW0633  PID         -  AW0633
 AW0633  STATE/COUNTY-  TX/GALVESTON
 AW0633  USGS QUAD   -  LAKE COMO (1994)
 AW0633
 AW0633                         *CURRENT SURVEY CONTROL
 AW0633  ___________________________________________________________________
 AW0633* NAD 83(1986)-  29 10 11.     (N)    094 59 45.     (W)     SCALED    
 AW0633* NAVD 88     -         3.821  (meters)      12.54   (feet)  ADJUSTED  
 AW0633  ___________________________________________________________________
 AW0633  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW0633  DYNAMIC HT  -           3.816 (meters)      12.52  (feet)  COMP
 AW0633  MODELED GRAV-     979,250.6   (mgal)                       NAVD 88
 AW0633
 AW0633  VERT ORDER  -  FIRST     CLASS I
 AW0633
 AW0633.The horizontal coordinates were scaled from a topographic map and have
 AW0633.an estimated accuracy of +/- 6 seconds.
 AW0633
 AW0633.The orthometric height was determined by differential leveling
 AW0633.and adjusted by the National Geodetic Survey in June 1991..
 AW0633
 AW0633.The geoid height was determined by GEOID03.
 AW0633
 AW0633.The dynamic height is computed by dividing the NAVD 88
 AW0633.geopotential number by the normal gravity value computed on the
 AW0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0633.degrees latitude (g = 980.6199 gals.).
 AW0633
 AW0633.The modeled gravity was interpolated from observed gravity values.
 AW0633
 AW0633;                    North         East    Units  Estimated Accuracy
 AW0633;SPC TXSC     - 4,154,770.      989,400.      MT  (+/- 180 meters Scaled)
 AW0633
 AW0633                          SUPERSEDED SURVEY CONTROL
 AW0633
 AW0633  NGVD 29 (12/23/87)    3.818  (m)           12.53   (f) ADJUSTED    1 1
 AW0633
 AW0633.Superseded values are not recommended for survey control.
 AW0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0633.See file dsdata.txt to determine how the superseded data were derived.
 AW0633
 AW0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN059284(NAD 83)
 AW0633_MARKER: DB = BENCH MARK DISK
 AW0633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0633_SP_SET: CULVERT HEADWALL
 AW0633_STAMPING: M 1186 1964
 AW0633_MARK LOGO: CGS   
 AW0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0633+STABILITY: SURFACE MOTION
 AW0633
 AW0633  HISTORY     - Date     Condition        Report By
 AW0633  HISTORY     - 1964     MONUMENTED       CGS
 AW0633  HISTORY     - 1971     GOOD             NGS
 AW0633  HISTORY     - 1978     GOOD             NGS
 AW0633  HISTORY     - 1987     GOOD             USPSQD
 AW0633  HISTORY     - 1987     GOOD             USPSQD
 AW0633  HISTORY     - 1987     GOOD             NGS
 AW0633  HISTORY     - 1988     GOOD             USPSQD
 AW0633  HISTORY     - 1988     GOOD             USPSQD
 AW0633  HISTORY     - 1988     GOOD             USPSQD
 AW0633  HISTORY     - 19940915 MARK NOT FOUND   USPSQD
 AW0633
 AW0633                          STATION DESCRIPTION
 AW0633
 AW0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0633'16.85 MI SW FROM GALVESTON.
 AW0633'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0633'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0633'NORTHWEST ALONG A PAVED ROAD, THENCE 10.1 MILES SOUTHWEST ALONG
 AW0633'STEWART ROAD, 22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 85
 AW0633'FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, SET IN THE
 AW0633'CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEAD WALL OF A BOX
 AW0633'CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AW0633
 AW0633                          STATION RECOVERY (1971)
 AW0633
 AW0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0633'RECOVERED IN GOOD CONDITION.
 AW0633
 AW0633                          STATION RECOVERY (1978)
 AW0633
 AW0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0633'RECOVERED IN GOOD CONDITION.
 AW0633
 AW0633                          STATION RECOVERY (1987)
 AW0633
 AW0633'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0633'RECOVERED IN GOOD CONDITION.
 AW0633
 AW0633                          STATION RECOVERY (1987)
 AW0633
 AW0633'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGS)
 AW0633'RECOVERED IN GOOD CONDITION.
 AW0633
 AW0633                          STATION RECOVERY (1987)
 AW0633
 AW0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0633'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--2.7 KM
 AW0633'(1.7 MI) SOUTHWEST OF THE INTERSECTION OF BUCCANEER DRIVE.
 AW0633
 AW0633                          STATION RECOVERY (1988)
 AW0633
 AW0633'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0633'RECOVERED IN GOOD CONDITION.
 AW0633
 AW0633                          STATION RECOVERY (1988)
 AW0633
 AW0633'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0633'RECOVERED IN GOOD CONDITION.
 AW0633
 AW0633                          STATION RECOVERY (1988)
 AW0633
 AW0633'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0633'RECOVERED IN GOOD CONDITION.
 AW0633
 AW0633                          STATION RECOVERY (1994)
 AW0633
 AW0633'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3858 ***********************************************************************
 AW3858  DESIGNATION -  M 1187
 AW3858  PID         -  AW3858
 AW3858  STATE/COUNTY-  TX/HARRIS
 AW3858  USGS QUAD   -  LEAGUE CITY (1995)
 AW3858
 AW3858                         *CURRENT SURVEY CONTROL
 AW3858  ___________________________________________________________________
 AW3858* NAD 83(1986)-  29 33 39.     (N)    095 05 23.     (W)     SCALED    
 AW3858* NAVD 88     -         4.94   (+/-2cm)      16.2    (feet)  VERTCON   
 AW3858  ___________________________________________________________________
 AW3858  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW3858
 AW3858  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3858
 AW3858.The horizontal coordinates were scaled from a topographic map and have
 AW3858.an estimated accuracy of +/- 6 seconds.
 AW3858
 AW3858.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3858.The vertical order pertains to the NGVD 29 superseded value.
 AW3858
 AW3858.The geoid height was determined by GEOID03.
 AW3858
 AW3858;                    North         East    Units  Estimated Accuracy
 AW3858;SPC TXSC     - 4,197,790.      978,820.      MT  (+/- 180 meters Scaled)
 AW3858
 AW3858                          SUPERSEDED SURVEY CONTROL
 AW3858
 AW3858  NGVD 29 (??/??/92)    4.941  (m)           16.21   (f) ADJ UNCH    1 2
 AW3858
 AW3858.Superseded values are not recommended for survey control.
 AW3858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3858.See file dsdata.txt to determine how the superseded data were derived.
 AW3858
 AW3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN975719(NAD 83)
 AW3858_MARKER: DB = BENCH MARK DISK
 AW3858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3858_SP_SET: CATCH BASIN
 AW3858_STAMPING: M 1187 1964
 AW3858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3858
 AW3858  HISTORY     - Date     Condition        Report By
 AW3858  HISTORY     - 1964     MONUMENTED       CGS
 AW3858  HISTORY     - 1972     GOOD             NGS
 AW3858  HISTORY     - 1974     GOOD             LOCENG
 AW3858  HISTORY     - 1990     GOOD             USPSQD
 AW3858  HISTORY     - 19931122 GOOD             USPSQD
 AW3858
 AW3858                          STATION DESCRIPTION
 AW3858
 AW3858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW3858'IN JMC.
 AW3858'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, 0.25 MILE SOUTH ALONG
 AW3858'SECOND STREET FROM THE JUNCTION OF AVENUE B, AT THE INTERSECTION OF
 AW3858'SECOND STREET AND AVENUE C, SET IN THE TOP AND 1.1 FEET EAST OF THE
 AW3858'CURB AND IN THE NORTHWEST CORNER OF A 4- BY 6-FOOT CONCRETE STORM
 AW3858'SEWER CATCH BASIN, 89 FEET SOUTH OF THE CENTER LINE OF AVENUE C, 26.5
 AW3858'FEET EAST OF THE CENTER LINE OF SECOND STREET, AND ABOUT 0.5 FOOT
 AW3858'HIGHER THAN THE STREET.
 AW3858
 AW3858                          STATION RECOVERY (1974)
 AW3858
 AW3858'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW3858'RECOVERED IN GOOD CONDITION.
 AW3858
 AW3858                          STATION RECOVERY (1990)
 AW3858
 AW3858'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW3858'RECOVERED IN GOOD CONDITION.
 AW3858
 AW3858                          STATION RECOVERY (1993)
 AW3858
 AW3858'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3544 ***********************************************************************
 AW3544  DESIGNATION -  M 1188
 AW3544  PID         -  AW3544
 AW3544  STATE/COUNTY-  TX/HARRIS
 AW3544  USGS QUAD   -  HIGHLANDS (1995)
 AW3544
 AW3544                         *CURRENT SURVEY CONTROL
 AW3544  ___________________________________________________________________
 AW3544* NAD 83(1986)-  29 45 18.     (N)    095 05 45.     (W)     SCALED    
 AW3544* NAVD 88     -         5.51   (+/-2cm)      18.1    (feet)  VERTCON   
 AW3544  ___________________________________________________________________
 AW3544  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3544
 AW3544  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3544
 AW3544.The horizontal coordinates were scaled from a topographic map and have
 AW3544.an estimated accuracy of +/- 6 seconds.
 AW3544
 AW3544.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3544.The vertical order pertains to the NGVD 29 superseded value.
 AW3544
 AW3544.The geoid height was determined by GEOID03.
 AW3544
 AW3544;                    North         East    Units  Estimated Accuracy
 AW3544;SPC TXSC     - 4,219,280.      977,510.      MT  (+/- 180 meters Scaled)
 AW3544
 AW3544                          SUPERSEDED SURVEY CONTROL
 AW3544
 AW3544  NGVD 29 (??/??/92)    5.509  (m)           18.07   (f) ADJ UNCH    1 2
 AW3544
 AW3544.Superseded values are not recommended for survey control.
 AW3544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3544.See file dsdata.txt to determine how the superseded data were derived.
 AW3544
 AW3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN973934(NAD 83)
 AW3544_MARKER: DB = BENCH MARK DISK
 AW3544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3544_SP_SET: FOOTING
 AW3544_STAMPING: M 1188 1964
 AW3544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3544
 AW3544  HISTORY     - Date     Condition        Report By
 AW3544  HISTORY     - 1964     MONUMENTED       CGS
 AW3544  HISTORY     - 1977     GOOD             DOD
 AW3544
 AW3544                          STATION DESCRIPTION
 AW3544
 AW3544'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3544'1.3 MI SW FROM LYNCHBURG.
 AW3544'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW3544'LANDING AT LYNCHBURG, THENCE 0.25 MILE WEST THROUGH SAN JACINTO PARK
 AW3544'TO A ROW OF PYLONS WITH LINES CROSSING OVER THE HOUSTON SHIP CHANNEL,
 AW3544'THENCE 0.35 MILE WEST ACROSS THE CHANNEL, 102 FEET NORTHWEST OF THE
 AW3544'HIGH WATER LINE OF THE CHANNEL, SET IN THE TOP OF THE SOUTH CORNER OF
 AW3544'THE SOUTH CONCRETE FOOTING OF A PYLON, AND ABOUT 2 FEET ABOVE THE
 AW3544'LEVEL OF THE GROUND.
 AW3544
 AW3544                          STATION RECOVERY (1977)
 AW3544
 AW3544'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 AW3544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0101 ***********************************************************************
 CC0101  DESIGNATION -  M 1189
 CC0101  PID         -  CC0101
 CC0101  STATE/COUNTY-  TX/MIDLAND
 CC0101  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0101
 CC0101                         *CURRENT SURVEY CONTROL
 CC0101  ___________________________________________________________________
 CC0101* NAD 83(1986)-  31 58 19.     (N)    102 04 25.     (W)     SCALED    
 CC0101* NAVD 88     -       848.960  (meters)    2785.30   (feet)  ADJUSTED  
 CC0101  ___________________________________________________________________
 CC0101  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CC0101  DYNAMIC HT  -         847.767 (meters)    2781.38  (feet)  COMP
 CC0101  MODELED GRAV-     979,206.8   (mgal)                       NAVD 88
 CC0101
 CC0101  VERT ORDER  -  SECOND    CLASS 0
 CC0101
 CC0101.The horizontal coordinates were scaled from a topographic map and have
 CC0101.an estimated accuracy of +/- 6 seconds.
 CC0101
 CC0101.The orthometric height was determined by differential leveling
 CC0101.and adjusted by the National Geodetic Survey in June 1991..
 CC0101
 CC0101.The geoid height was determined by GEOID03.
 CC0101
 CC0101.The dynamic height is computed by dividing the NAVD 88
 CC0101.geopotential number by the normal gravity value computed on the
 CC0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0101.degrees latitude (g = 980.6199 gals.).
 CC0101
 CC0101.The modeled gravity was interpolated from observed gravity values.
 CC0101
 CC0101;                    North         East    Units  Estimated Accuracy
 CC0101;SPC TX C     - 3,256,850.      535,510.      MT  (+/- 180 meters Scaled)
 CC0101
 CC0101                          SUPERSEDED SURVEY CONTROL
 CC0101
 CC0101  NGVD 29 (??/??/92)  848.591  (m)         2784.09   (f) ADJ UNCH    2 0
 CC0101
 CC0101.Superseded values are not recommended for survey control.
 CC0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0101.See file dsdata.txt to determine how the superseded data were derived.
 CC0101
 CC0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR765410(NAD 83)
 CC0101_MARKER: DB = BENCH MARK DISK
 CC0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0101_SP_SET: PILLAR
 CC0101_STAMPING: M 1189 1967
 CC0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0101
 CC0101  HISTORY     - Date     Condition        Report By
 CC0101  HISTORY     - 1967     MONUMENTED       CGS
 CC0101
 CC0101                          STATION DESCRIPTION
 CC0101
 CC0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0101'1.7 MI S FROM MIDLAND.
 CC0101'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0101'THE STATION AT MIDLAND, THENCE 1.55 MILES SOUTH ALONG STATE HIGHWAY
 CC0101'349, AT THE STATE HIGHWAY 349 UNDERPASS FOR INTERSTATE HIGHWAY 20, AT
 CC0101'THE MIDDLE OF 3 ROWS OF CONCRETE PILLARS AND BETWEEN THE 2 TRAFFIC
 CC0101'LANES OF THE HIGHWAY, 21 1/2 FEET EAST OF THE CENTER LINE OF THE WEST
 CC0101'TRAFFIC LANE, 21 1/2 FEET WEST OF THE CENTER LINE OF THE EAST TRAFFIC
 CC0101'LANE, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY OF THE
 CC0101'ROW OF CONCRETE PILLARS, AND 3.6 FEET ABOVE THE LEVEL OF THE CONCRETE
 CC0101'BASE FOR THE PILLARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0042 ***********************************************************************
 BN0042  DESIGNATION -  M 119
 BN0042  PID         -  BN0042
 BN0042  STATE/COUNTY-  TX/LLANO
 BN0042  USGS QUAD   -  KINGSLAND (1982)
 BN0042
 BN0042                         *CURRENT SURVEY CONTROL
 BN0042  ___________________________________________________________________
 BN0042* NAD 83(1986)-  30 39 36.     (N)    098 26 14.     (W)     SCALED    
 BN0042* NAVD 88     -       259.379  (meters)     850.98   (feet)  ADJUSTED  
 BN0042  ___________________________________________________________________
 BN0042  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 BN0042  DYNAMIC HT  -         259.035 (meters)     849.85  (feet)  COMP
 BN0042  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 BN0042
 BN0042  VERT ORDER  -  SECOND    CLASS 0
 BN0042
 BN0042.The horizontal coordinates were scaled from a topographic map and have
 BN0042.an estimated accuracy of +/- 6 seconds.
 BN0042
 BN0042.The orthometric height was determined by differential leveling
 BN0042.and adjusted by the National Geodetic Survey in June 1991..
 BN0042
 BN0042.The geoid height was determined by GEOID03.
 BN0042
 BN0042.The dynamic height is computed by dividing the NAVD 88
 BN0042.geopotential number by the normal gravity value computed on the
 BN0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0042.degrees latitude (g = 980.6199 gals.).
 BN0042
 BN0042.The modeled gravity was interpolated from observed gravity values.
 BN0042
 BN0042;                    North         East    Units  Estimated Accuracy
 BN0042;SPC TX C     - 3,111,670.      881,700.      MT  (+/- 180 meters Scaled)
 BN0042
 BN0042                          SUPERSEDED SURVEY CONTROL
 BN0042
 BN0042  NGVD 29 (??/??/92)  259.330  (m)          850.82   (f) ADJ UNCH    2 0
 BN0042
 BN0042.Superseded values are not recommended for survey control.
 BN0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0042.See file dsdata.txt to determine how the superseded data were derived.
 BN0042
 BN0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU539920(NAD 83)
 BN0042_MARKER: DB = BENCH MARK DISK
 BN0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0042_SP_SET: CONCRETE BASE
 BN0042_STAMPING: M-119 1933
 BN0042_MARK LOGO: CGS   
 BN0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0042
 BN0042  HISTORY     - Date     Condition        Report By
 BN0042  HISTORY     - 1933     MONUMENTED       CGS
 BN0042  HISTORY     - 19990908 GOOD             TXDOT
 BN0042
 BN0042                          STATION DESCRIPTION
 BN0042
 BN0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0042'IN KINGSLAND.
 BN0042'IN THE CONCRETE BASE OF THE SOUTHWEST LEG OF TEXAS AND NEW ORLEANS
 BN0042'R.R. WATER TOWER 9.5 FT. NORTHEAST OF THE CENTERLINE OF THE TRACK AND
 BN0042'ABOUT 3 1/2 FEET ABOVE THE TRACK LEVEL.
 BN0042
 BN0042                          STATION RECOVERY (1999)
 BN0042
 BN0042'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0042'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0411 ***********************************************************************
 CB0411  DESIGNATION -  M 1190
 CB0411  PID         -  CB0411
 CB0411  STATE/COUNTY-  TX/UPTON
 CB0411  USGS QUAD   -  SEVENMILE CORNER (1970)
 CB0411
 CB0411                         *CURRENT SURVEY CONTROL
 CB0411  ___________________________________________________________________
 CB0411* NAD 83(1986)-  31 22 05.     (N)    101 56 28.     (W)     SCALED    
 CB0411* NAVD 88     -       824.248  (meters)    2704.22   (feet)  ADJUSTED  
 CB0411  ___________________________________________________________________
 CB0411  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CB0411  DYNAMIC HT  -         823.053 (meters)    2700.30  (feet)  COMP
 CB0411  MODELED GRAV-     979,162.9   (mgal)                       NAVD 88
 CB0411
 CB0411  VERT ORDER  -  SECOND    CLASS 0
 CB0411
 CB0411.The horizontal coordinates were scaled from a topographic map and have
 CB0411.an estimated accuracy of +/- 6 seconds.
 CB0411
 CB0411.The orthometric height was determined by differential leveling
 CB0411.and adjusted by the National Geodetic Survey in June 1991..
 CB0411
 CB0411.The geoid height was determined by GEOID03.
 CB0411
 CB0411.The dynamic height is computed by dividing the NAVD 88
 CB0411.geopotential number by the normal gravity value computed on the
 CB0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0411.degrees latitude (g = 980.6199 gals.).
 CB0411
 CB0411.The modeled gravity was interpolated from observed gravity values.
 CB0411
 CB0411;                    North         East    Units  Estimated Accuracy
 CB0411;SPC TX C     - 3,189,720.      547,060.      MT  (+/- 180 meters Scaled)
 CB0411
 CB0411                          SUPERSEDED SURVEY CONTROL
 CB0411
 CB0411  NGVD 29 (??/??/92)  823.922  (m)         2703.15   (f) ADJ UNCH    2 0
 CB0411
 CB0411.Superseded values are not recommended for survey control.
 CB0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0411.See file dsdata.txt to determine how the superseded data were derived.
 CB0411
 CB0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV202741(NAD 83)
 CB0411_MARKER: DB = BENCH MARK DISK
 CB0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0411_STAMPING: M 1190 1967
 CB0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0411+STABILITY: SURFACE MOTION
 CB0411
 CB0411  HISTORY     - Date     Condition        Report By
 CB0411  HISTORY     - 1967     MONUMENTED       CGS
 CB0411
 CB0411                          STATION DESCRIPTION
 CB0411
 CB0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0411'10.05 MI N FROM RANKIN.
 CB0411'ABOUT 10.05 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0411'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.35 MILE NORTH
 CB0411'OF A HISTORICAL SIGN WHICH MARKS THE SITE OF UPLAND, THE FIRST COUNTY
 CB0411'SEAT OF UPTON COUNTY, 58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CB0411'41 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING WEST,
 CB0411'18 FEET SOUTH OF A FENCE CORNER POST, 2 FEET EAST OF A FENCE, 2.0 FEET
 CB0411'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CB0411'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 CB0411'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0704 ***********************************************************************
 AN0704  DESIGNATION -  M 1192
 AN0704  PID         -  AN0704
 AN0704  STATE/COUNTY-  TX/VICTORIA
 AN0704  USGS QUAD   -  INEZ (1995)
 AN0704
 AN0704                         *CURRENT SURVEY CONTROL
 AN0704  ___________________________________________________________________
 AN0704* NAD 83(1986)-  28 53 01.     (N)    096 45 49.     (W)     SCALED    
 AN0704* NAVD 88     -        16.47   (+/-2cm)      54.0    (feet)  VERTCON   
 AN0704  ___________________________________________________________________
 AN0704  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0704
 AN0704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0704
 AN0704.The horizontal coordinates were scaled from a topographic map and have
 AN0704.an estimated accuracy of +/- 6 seconds.
 AN0704
 AN0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0704.The vertical order pertains to the NGVD 29 superseded value.
 AN0704
 AN0704.The geoid height was determined by GEOID03.
 AN0704
 AN0704;                    North         East    Units  Estimated Accuracy
 AN0704;SPC TXSC     - 4,118,490.      818,120.      MT  (+/- 180 meters Scaled)
 AN0704
 AN0704                          SUPERSEDED SURVEY CONTROL
 AN0704
 AN0704  NGVD 29 (??/??/92)   16.539  (m)           54.26   (f) ADJ UNCH    2 0
 AN0704
 AN0704.Superseded values are not recommended for survey control.
 AN0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0704.See file dsdata.txt to determine how the superseded data were derived.
 AN0704
 AN0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS180971(NAD 83)
 AN0704_MARKER: DB = BENCH MARK DISK
 AN0704_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0704_SP_SET: 48 FEET
 AN0704_STAMPING: M 1192 1972
 AN0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0704
 AN0704  HISTORY     - Date     Condition        Report By
 AN0704  HISTORY     - 1972     MONUMENTED       NGS
 AN0704  HISTORY     - 19910428 GOOD             USPSQD
 AN0704
 AN0704                          STATION DESCRIPTION
 AN0704
 AN0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0704'2.25 MI SE FROM INEZ.
 AN0704'ABOUT 2.25 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0704'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, AT THE JUNCTION OF
 AN0704'A FARM ROAD LEADING NORTHEAST, 50 FEET NORTHEAST OF THE CENTER LINE OF
 AN0704'THE FARM ROAD, 66 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM LANE,
 AN0704'16.2 FEET EAST OF THE SOUTHEAST END OF THE NORTHEAST ONE OF TWO
 AN0704'24-INCH CONCRETE PIPE CULVERT UNDER THE DRIVEWAY TO A FIELD, 13 1/2
 AN0704'FEET SOUTHEAST OF THE SOUTHEAST GATE POST FOR GATE IN WIRE FENCE, 0.8
 AN0704'FOOT SOUTHWEST OF A FENCE LINE, 1 FOOT NORTHWEST OF A METAL WITNESS
 AN0704'POST, 1 FOOT BELOW THE LEVEL OF THE FARM ROAD, AND IS A DISK ON THE
 AN0704'TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE
 AN0704'GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 2 INCHES ABOVE
 AN0704'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 AN0704
 AN0704                          STATION RECOVERY (1991)
 AN0704
 AN0704'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0883 ***********************************************************************
 AX0883  DESIGNATION -  M 1193
 AX0883  PID         -  AX0883
 AX0883  STATE/COUNTY-  TX/JACKSON
 AX0883  USGS QUAD   -  GANADO (1981)
 AX0883
 AX0883                         *CURRENT SURVEY CONTROL
 AX0883  ___________________________________________________________________
 AX0883* NAD 83(1986)-  29 04 47.     (N)    096 33 59.     (W)     SCALED    
 AX0883* NAVD 88     -        22.97   (+/-2cm)      75.4    (feet)  VERTCON   
 AX0883  ___________________________________________________________________
 AX0883  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0883
 AX0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0883
 AX0883.The horizontal coordinates were scaled from a topographic map and have
 AX0883.an estimated accuracy of +/- 6 seconds.
 AX0883
 AX0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0883.The vertical order pertains to the NGVD 29 superseded value.
 AX0883
 AX0883.The geoid height was determined by GEOID03.
 AX0883
 AX0883;                    North         East    Units  Estimated Accuracy
 AX0883;SPC TXSC     - 4,140,600.      836,900.      MT  (+/- 180 meters Scaled)
 AX0883
 AX0883                          SUPERSEDED SURVEY CONTROL
 AX0883
 AX0883  NGVD 29 (??/??/92)   22.973  (m)           75.37   (f) ADJ UNCH    2 0
 AX0883
 AX0883.Superseded values are not recommended for survey control.
 AX0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0883.See file dsdata.txt to determine how the superseded data were derived.
 AX0883
 AX0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT368192(NAD 83)
 AX0883_MARKER: DB = BENCH MARK DISK
 AX0883_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0883+WITH SETTING: INTO GROUND
 AX0883_STAMPING: M 1193 1972
 AX0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0883+STABILITY: SURFACE MOTION
 AX0883
 AX0883  HISTORY     - Date     Condition        Report By
 AX0883  HISTORY     - 1972     MONUMENTED       NGS
 AX0883
 AX0883                          STATION DESCRIPTION
 AX0883
 AX0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0883'4.75 MI NW FROM GANADO.
 AX0883'ABOUT 1.9 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0883'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, THENCE 1.7 MILES WEST ALONG
 AX0883'MATUS ROAD, THENCE 0.65 MILE NORTH ALONG CORDELE ROAD, THENCE 0.5 MILE
 AX0883'WEST ALONG CORDELE ROAD, 0.5 MILE EAST OF THE EAST END OF THE BRIDGE
 AX0883'OVER SANDY CREEK, AT THE JUNCTION OF A SHELL ROAD WHICH LEADS NORTH TO
 AX0883'THE MAURITZ BOY SCOUT CAMP, 149 FEET NORTHWEST OF THE CROSSING OF THE
 AX0883'ROAD AND A POWER LINE, 52 FEET NORTH OF THE CENTER LINE OF CORDELE
 AX0883'ROAD, 46 FEET EAST OF THE CENTER LINE OF THE SHELL ROAD, 3 FEET WEST
 AX0883'OF A POWER POLE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 AX0883'BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 4-FOOT SECTION OF
 AX0883'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 AX0883'LEVEL WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH
 AX0883'METAL PIPE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0713 ***********************************************************************
 AN0713  DESIGNATION -  M 1194
 AN0713  PID         -  AN0713
 AN0713  STATE/COUNTY-  TX/JACKSON
 AN0713  USGS QUAD   -  EDNA (1995)
 AN0713
 AN0713                         *CURRENT SURVEY CONTROL
 AN0713  ___________________________________________________________________
 AN0713* NAD 83(1986)-  28 58 55.     (N)    096 38 13.     (W)     SCALED    
 AN0713* NAVD 88     -        19.517  (meters)      64.03   (feet)  ADJUSTED  
 AN0713  ___________________________________________________________________
 AN0713  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0713  DYNAMIC HT  -          19.489 (meters)      63.94  (feet)  COMP
 AN0713  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 AN0713
 AN0713  VERT ORDER  -  FIRST     CLASS I
 AN0713
 AN0713.The horizontal coordinates were scaled from a topographic map and have
 AN0713.an estimated accuracy of +/- 6 seconds.
 AN0713
 AN0713.The orthometric height was determined by differential leveling
 AN0713.and adjusted by the National Geodetic Survey in June 1991..
 AN0713
 AN0713.The geoid height was determined by GEOID03.
 AN0713
 AN0713.The dynamic height is computed by dividing the NAVD 88
 AN0713.geopotential number by the normal gravity value computed on the
 AN0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0713.degrees latitude (g = 980.6199 gals.).
 AN0713
 AN0713.The modeled gravity was interpolated from observed gravity values.
 AN0713
 AN0713;                    North         East    Units  Estimated Accuracy
 AN0713;SPC TXSC     - 4,129,620.      830,250.      MT  (+/- 180 meters Scaled)
 AN0713
 AN0713                          SUPERSEDED SURVEY CONTROL
 AN0713
 AN0713  NGVD 29 (12/23/87)   19.527  (m)           64.06   (f) ADJUSTED    1 1
 AN0713
 AN0713.Superseded values are not recommended for survey control.
 AN0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0713.See file dsdata.txt to determine how the superseded data were derived.
 AN0713
 AN0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT302082(NAD 83)
 AN0713_MARKER: DB = BENCH MARK DISK
 AN0713_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0713+WITH SETTING: INTO GROUND
 AN0713_SP_SET: METAL ROD WITH BASE PLATE
 AN0713_STAMPING: M 1194 1972
 AN0713_MARK LOGO: NGS   
 AN0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0713+STABILITY: SURFACE MOTION
 AN0713
 AN0713  HISTORY     - Date     Condition        Report By
 AN0713  HISTORY     - 1972     MONUMENTED       NGS
 AN0713  HISTORY     - 1987     GOOD             NGS
 AN0713
 AN0713                          STATION DESCRIPTION
 AN0713
 AN0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0713'0.6 MI NE FROM EDNA.
 AN0713'ABOUT 0.6 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD AND US
 AN0713'HIGHWAY 59 FROM THE COURTHOUSE AT EDNA, 141 FEET SOUTHEAST OF THE
 AN0713'CENTER LINE OF U. S. HIGHWAY 59, 122 FEET NORTHEAST OF THE CENTER LINE
 AN0713'OF PEABODY STREET, 92 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 AN0713'TRACK, 2 FEET NORTHEAST OF THE EAST CORNER FENCE POST FOR A CHAIN LINK
 AN0713'FENCE AROUND A CENTRAL POWER AND LIGHT TRANSFORMER SUB-STATION, 1 FOOT
 AN0713'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON
 AN0713'THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 AN0713'METAL BASE PLATE.  THE DISK IS ONE INCH BELOW THE LEVEL OF THE GROUND
 AN0713'AND ENCASED IN A 6 INCH PIPE THAT IS FLUSH WITH THE LEVEL OF THE
 AN0713'GROUND.
 AN0713
 AN0713                          STATION RECOVERY (1987)
 AN0713
 AN0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN0713'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.95 KM (0.59
 AN0713'MI) NORTHEAST ALONG HIGHWAY LOOP 521 FROM THE JUNCTION OF STATE
 AN0713'HIGHWAY 111 IN EDNA, 42.9 METERS (141 FT) SOUTHEAST OF THE CENTERLINE
 AN0713'OF LOOP 521, 37.2 METERS (122 FT) NORTHEAST OF THE CENTERLINE OF
 AN0713'PEABODY STREET, 28.0 METERS (92.0 FT) NORTHWEST OF THE NORTHWEST RAIL
 AN0713'OF THE SOUTHERN PACIFIC RAILROAD, 0.6 METER (2.0 FT) NORTHEAST OF THE
 AN0713'EAST CORNER OF A CHAIN LINK FENCE.
 AN0713'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AN0713'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0697 ***********************************************************************
 AN0697  DESIGNATION -  M 1195
 AN0697  PID         -  AN0697
 AN0697  STATE/COUNTY-  TX/VICTORIA
 AN0697  USGS QUAD   -  LA SALLE (1995)
 AN0697
 AN0697                         *CURRENT SURVEY CONTROL
 AN0697  ___________________________________________________________________
 AN0697* NAD 83(1986)-  28 51 07.     (N)    096 43 55.     (W)     SCALED    
 AN0697* NAVD 88     -        13.97   (+/-2cm)      45.8    (feet)  VERTCON   
 AN0697  ___________________________________________________________________
 AN0697  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0697
 AN0697  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0697
 AN0697.The horizontal coordinates were scaled from a topographic map and have
 AN0697.an estimated accuracy of +/- 6 seconds.
 AN0697
 AN0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0697.The vertical order pertains to the NGVD 29 superseded value.
 AN0697
 AN0697.The geoid height was determined by GEOID03.
 AN0697
 AN0697;                    North         East    Units  Estimated Accuracy
 AN0697;SPC TXSC     - 4,115,040.      821,280.      MT  (+/- 180 meters Scaled)
 AN0697
 AN0697                          SUPERSEDED SURVEY CONTROL
 AN0697
 AN0697  NGVD 29 (??/??/92)   14.064  (m)           46.14   (f) ADJ UNCH    2 0
 AN0697
 AN0697.Superseded values are not recommended for survey control.
 AN0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0697.See file dsdata.txt to determine how the superseded data were derived.
 AN0697
 AN0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS212936(NAD 83)
 AN0697_MARKER: DB = BENCH MARK DISK
 AN0697_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0697+WITH SETTING: INTO GROUND
 AN0697_STAMPING: M 1195 1972
 AN0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0697+STABILITY: SURFACE MOTION
 AN0697
 AN0697  HISTORY     - Date     Condition        Report By
 AN0697  HISTORY     - 1972     MONUMENTED       NGS
 AN0697
 AN0697                          STATION DESCRIPTION
 AN0697
 AN0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0697'6.95 MI NW FROM LA SALLE.
 AN0697'ABOUT 6.95 MILES NORTHWEST ALONG THE LA SALLE-INEZ ROAD FROM THE POST
 AN0697'OFFICE AT LA SALLE, AT A 90 DEGREE TURN IN THE ROAD, AT THE JUNCTION
 AN0697'OF A GRAVELED ROAD LEADING EASTERLY, 48 1/2 FEET NORTHEAST OF THE
 AN0697'CENTER LINE OF THE LA SALLE-INEZ ROAD, 20 FEET SOUTHEAST OF THE CENTER
 AN0697'LINE OF THE GRAVELED ROAD, 27 FEET NORTHEAST OF A CORNER FENCE POST,
 AN0697'1.3 FEET NORTHWEST OF A FENCE LINE, 1 FOOT SOUTHWEST OF A METAL
 AN0697'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 AN0697'4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AN0697'THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6
 AN0697'INCH METAL PIPE THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0519 ***********************************************************************
 AN0519  DESIGNATION -  M 1196
 AN0519  PID         -  AN0519
 AN0519  STATE/COUNTY-  TX/JACKSON
 AN0519  USGS QUAD   -  LOLITA (1995)
 AN0519
 AN0519                         *CURRENT SURVEY CONTROL
 AN0519  ___________________________________________________________________
 AN0519* NAD 83(1986)-  28 49 15.     (N)    096 36 39.     (W)     SCALED    
 AN0519* NAVD 88     -        10.55   (+/-2cm)      34.6    (feet)  VERTCON   
 AN0519  ___________________________________________________________________
 AN0519  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0519
 AN0519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0519
 AN0519.The horizontal coordinates were scaled from a topographic map and have
 AN0519.an estimated accuracy of +/- 6 seconds.
 AN0519
 AN0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0519.The vertical order pertains to the NGVD 29 superseded value.
 AN0519
 AN0519.The geoid height was determined by GEOID03.
 AN0519
 AN0519;                    North         East    Units  Estimated Accuracy
 AN0519;SPC TXSC     - 4,111,820.      833,160.      MT  (+/- 180 meters Scaled)
 AN0519
 AN0519                          SUPERSEDED SURVEY CONTROL
 AN0519
 AN0519  NGVD 29 (??/??/92)   10.657  (m)           34.96   (f) ADJ UNCH    2 0
 AN0519
 AN0519.Superseded values are not recommended for survey control.
 AN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0519.See file dsdata.txt to determine how the superseded data were derived.
 AN0519
 AN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS331904(NAD 83)
 AN0519_MARKER: DB = BENCH MARK DISK
 AN0519_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN0519_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AN0519_STAMPING: M 1196 1972
 AN0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0519
 AN0519  HISTORY     - Date     Condition        Report By
 AN0519  HISTORY     - 1972     MONUMENTED       NGS
 AN0519  HISTORY     - 1978     GOOD             NGS
 AN0519
 AN0519                          STATION DESCRIPTION
 AN0519
 AN0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0519'0.8 MI SE FROM VANDERBILT.
 AN0519'ABOUT 0.6 MILE SOUTHEAST ALONG MAIN STREET FROM THE MISSOURI PACIFIC
 AN0519'RAILROAD STATION AT VANDERBILT, THENCE 0.2 MILE NORTHEAST ALONG LAVACA
 AN0519'STREET, IN A PASTURE WITH DOTTED MESQUITE TREES, ABOUT 0.3 MILE
 AN0519'NORTHEAST OF THE VANDERBILT SCHOOL AND SWIMMING POOL, 444 FEET
 AN0519'NORTHWEST OF THE CENTER LINE OF LAVACA STREET, IN THE CENTER OF A
 AN0519'10-BY-10 FOOT BOX TYPE FOUNDATION WHICH IS ALSO IN THE CENTER OF 4
 AN0519'LARGE ABANDONED CONCRETE FOOTINGS OF AN OIL WELL DERRICK, THE TOP OF A
 AN0519'COPPER ROD WHICH HAS BEEN GROUTED IN THE CENTER OF A 12 INCH PLUGGED
 AN0519'OIL WELL CASING, DISK IS ENCASED IN A 4 INCH CAST ORON PIPE AND FLUSH
 AN0519'WITH THE GROUND, 0.8 FOOT NORTH OF A METAL WITNESS POST. NOTE-- DEPTH
 AN0519'OF WELL IS NOT KNOWN, HOWEVER THE STATE LAW REQUIRES A MINIMUM OF 600
 AN0519'FEET OF CASING.
 AN0519
 AN0519                          STATION RECOVERY (1978)
 AN0519
 AN0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0526 ***********************************************************************
 AN0526  DESIGNATION -  M 1197
 AN0526  PID         -  AN0526
 AN0526  STATE/COUNTY-  TX/JACKSON
 AN0526  USGS QUAD   -  LOLITA (1995)
 AN0526
 AN0526                         *CURRENT SURVEY CONTROL
 AN0526  ___________________________________________________________________
 AN0526* NAD 83(1986)-  28 49 54.     (N)    096 34 31.     (W)     SCALED    
 AN0526* NAVD 88     -         1.348  (meters)       4.42   (feet)  ADJUSTED  
 AN0526  ___________________________________________________________________
 AN0526  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0526  DYNAMIC HT  -           1.346 (meters)       4.42  (feet)  COMP
 AN0526  MODELED GRAV-     979,208.3   (mgal)                       NAVD 88
 AN0526
 AN0526  VERT ORDER  -  FIRST     CLASS I
 AN0526
 AN0526.The horizontal coordinates were scaled from a topographic map and have
 AN0526.an estimated accuracy of +/- 6 seconds.
 AN0526
 AN0526.The orthometric height was determined by differential leveling
 AN0526.and adjusted by the National Geodetic Survey in June 1991..
 AN0526
 AN0526.The geoid height was determined by GEOID03.
 AN0526
 AN0526.The dynamic height is computed by dividing the NAVD 88
 AN0526.geopotential number by the normal gravity value computed on the
 AN0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0526.degrees latitude (g = 980.6199 gals.).
 AN0526
 AN0526.The modeled gravity was interpolated from observed gravity values.
 AN0526
 AN0526;                    North         East    Units  Estimated Accuracy
 AN0526;SPC TXSC     - 4,113,100.      836,600.      MT  (+/- 180 meters Scaled)
 AN0526
 AN0526                          SUPERSEDED SURVEY CONTROL
 AN0526
 AN0526  NGVD 29 (??/??/92)    1.464  (m)            4.80   (f) ADJ UNCH    1 1
 AN0526
 AN0526.Superseded values are not recommended for survey control.
 AN0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0526.See file dsdata.txt to determine how the superseded data were derived.
 AN0526
 AN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS365917(NAD 83)
 AN0526_MARKER: DB = BENCH MARK DISK
 AN0526_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0526+WITH SETTING: INTO GROUND
 AN0526_STAMPING: M 1197 1972
 AN0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0526+STABILITY: SURFACE MOTION
 AN0526
 AN0526  HISTORY     - Date     Condition        Report By
 AN0526  HISTORY     - 1972     MONUMENTED       NGS
 AN0526  HISTORY     - 1978     GOOD             NGS
 AN0526
 AN0526                          STATION DESCRIPTION
 AN0526
 AN0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0526'2.1 MI W FROM LOLITA.
 AN0526'ABOUT 2.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0526'CROSSING OF FARM-TO-MARKET ROAD 1593 AT LOLITA, 321 FEET SOUTHEAST
 AN0526'ACROSS FARM-TO-MARKET ROAD 616 FROM THE SOUTHEAST RAIL OF THE TRACK,
 AN0526'130 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 140 FEET EAST
 AN0526'OF THE EAST CORNER OF THE ROAD BRIDGE OVER THE LAVACA RIVER, 29 FEET
 AN0526'SOUTHEAST OF THE NORTH CORNER OF A FENCE AROUND A PARK WHICH BELONGS
 AN0526'TO THE LIONS CLUB, 1 FOOT SOUTHWEST OF THE FENCE, 279.0 FEET NORTHWEST
 AN0526'OF BENCH MARK D 1197, 221.0 FEET EAST-NORTHEAST OF BENCH MARK N 1197,
 AN0526'0.9 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE
 AN0526'LEVEL OF THE ROAD, AND ON THE TOP OF A 6-FOOT SECTION OF COPPER COATED
 AN0526'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH
 AN0526'THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE
 AN0526'WHICH PROJECTS 2 INCHES.
 AN0526
 AN0526                          STATION RECOVERY (1978)
 AN0526
 AN0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0919 ***********************************************************************
 AX0919  DESIGNATION -  M 1198
 AX0919  PID         -  AX0919
 AX0919  STATE/COUNTY-  TX/FAYETTE
 AX0919  USGS QUAD   -  SWISS ALP (1981)
 AX0919
 AX0919                         *CURRENT SURVEY CONTROL
 AX0919  ___________________________________________________________________
 AX0919* NAD 83(1986)-  29 51 50.     (N)    096 53 48.     (W)     SCALED    
 AX0919* NAVD 88     -       120.312  (meters)     394.72   (feet)  ADJUSTED  
 AX0919  ___________________________________________________________________
 AX0919  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX0919  DYNAMIC HT  -         120.145 (meters)     394.18  (feet)  COMP
 AX0919  MODELED GRAV-     979,259.3   (mgal)                       NAVD 88
 AX0919
 AX0919  VERT ORDER  -  FIRST     CLASS I
 AX0919
 AX0919.The horizontal coordinates were scaled from a topographic map and have
 AX0919.an estimated accuracy of +/- 6 seconds.
 AX0919
 AX0919.The orthometric height was determined by differential leveling
 AX0919.and adjusted by the National Geodetic Survey in June 1991..
 AX0919
 AX0919.The geoid height was determined by GEOID03.
 AX0919
 AX0919.The dynamic height is computed by dividing the NAVD 88
 AX0919.geopotential number by the normal gravity value computed on the
 AX0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0919.degrees latitude (g = 980.6199 gals.).
 AX0919
 AX0919.The modeled gravity was interpolated from observed gravity values.
 AX0919
 AX0919;                    North         East    Units  Estimated Accuracy
 AX0919;SPC TXSC     - 4,226,870.      803,190.      MT  (+/- 180 meters Scaled)
 AX0919
 AX0919                          SUPERSEDED SURVEY CONTROL
 AX0919
 AX0919  NGVD 29 (??/??/92)  120.274  (m)          394.60   (f) ADJ UNCH    1 1
 AX0919
 AX0919.Superseded values are not recommended for survey control.
 AX0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0919.See file dsdata.txt to determine how the superseded data were derived.
 AX0919
 AX0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU031055(NAD 83)
 AX0919_MARKER: DB = BENCH MARK DISK
 AX0919_SETTING: 66 = SET IN ROCK OUTCROP
 AX0919_SP_SET: LIMESTONE ROCK LEDGE
 AX0919_STAMPING: M 1198 1972
 AX0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX0919+STABILITY: POSITION/ELEVATION WELL
 AX0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0919+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX0919
 AX0919  HISTORY     - Date     Condition        Report By
 AX0919  HISTORY     - 1972     MONUMENTED       NGS
 AX0919  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0919  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0919  HISTORY     - 1990     GOOD             USPSQD
 AX0919  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 AX0919  HISTORY     - 19970607 GOOD             USPSQD
 AX0919  HISTORY     - 20041027 GOOD             USPSQD
 AX0919
 AX0919                          STATION DESCRIPTION
 AX0919
 AX0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0919'3.85 MI S FROM LA GRANGE.
 AX0919'ABOUT 3.85 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 AX0919'LA GRANGE, 73 FEET SOUTHWEST OF THE NORTHEAST END OF A 10-FOOT HIGH
 AX0919'CUT ON THE NORTHWEST SIDE OF THE HIGHWAY, 51 1/2 FEET NORTHWEST OF THE
 AX0919'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A 2- X 3-FOOT EXPOSED
 AX0919'PORTION OF A LIMESTONE ROCK LEDGE WHICH PROTRUDES FROM THE CUT, 215
 AX0919'FEET SOUTHWEST OF THE SOUTHWEST END OF THE CONCRETE HEADWALL OF A 12-
 AX0919'X 12-FOOT BOX CULVERT, 47 FEET SOUTH OF A CORNER FENCE POST, 36 FEET
 AX0919'EAST OF A POWER POLE, ABOUT 4 1/2 FEET ABOVE THE BOTTOM OF A DITCH,
 AX0919'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AX0919
 AX0919                          STATION RECOVERY (1987)
 AX0919
 AX0919'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0919'MARK NOT FOUND.
 AX0919
 AX0919                          STATION RECOVERY (1987)
 AX0919
 AX0919'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0919'MARK NOT FOUND.
 AX0919
 AX0919                          STATION RECOVERY (1990)
 AX0919
 AX0919'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0919'RECOVERED IN GOOD CONDITION.
 AX0919
 AX0919                          STATION RECOVERY (1992)
 AX0919
 AX0919'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCM)
 AX0919'MARK NOT FOUND.
 AX0919
 AX0919                          STATION RECOVERY (1997)
 AX0919
 AX0919'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0919'RECOVERED IN GOOD CONDITION.
 AX0919
 AX0919                          STATION RECOVERY (2004)
 AX0919
 AX0919'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0919'ORANGE PAINT ON THE ROCK AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0922 ***********************************************************************
 AX0922  DESIGNATION -  M 1199
 AX0922  PID         -  AX0922
 AX0922  STATE/COUNTY-  TX/FAYETTE
 AX0922  USGS QUAD   -  SWISS ALP (1981)
 AX0922
 AX0922                         *CURRENT SURVEY CONTROL
 AX0922  ___________________________________________________________________
 AX0922* NAD 83(1986)-  29 51 15.     (N)    096 54 19.     (W)     SCALED    
 AX0922* NAVD 88     -       125.057  (meters)     410.29   (feet)  ADJUSTED  
 AX0922  ___________________________________________________________________
 AX0922  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX0922  DYNAMIC HT  -         124.884 (meters)     409.72  (feet)  COMP
 AX0922  MODELED GRAV-     979,258.1   (mgal)                       NAVD 88
 AX0922
 AX0922  VERT ORDER  -  FIRST     CLASS I
 AX0922
 AX0922.The horizontal coordinates were scaled from a topographic map and have
 AX0922.an estimated accuracy of +/- 6 seconds.
 AX0922
 AX0922.The orthometric height was determined by differential leveling
 AX0922.and adjusted by the National Geodetic Survey in June 1991..
 AX0922
 AX0922.The geoid height was determined by GEOID03.
 AX0922
 AX0922.The dynamic height is computed by dividing the NAVD 88
 AX0922.geopotential number by the normal gravity value computed on the
 AX0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0922.degrees latitude (g = 980.6199 gals.).
 AX0922
 AX0922.The modeled gravity was interpolated from observed gravity values.
 AX0922
 AX0922;                    North         East    Units  Estimated Accuracy
 AX0922;SPC TXSC     - 4,225,780.      802,380.      MT  (+/- 180 meters Scaled)
 AX0922
 AX0922                          SUPERSEDED SURVEY CONTROL
 AX0922
 AX0922  NGVD 29 (??/??/92)  125.018  (m)          410.16   (f) ADJ UNCH    1 1
 AX0922
 AX0922.Superseded values are not recommended for survey control.
 AX0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0922.See file dsdata.txt to determine how the superseded data were derived.
 AX0922
 AX0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU023044(NAD 83)
 AX0922_MARKER: DB = BENCH MARK DISK
 AX0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0922_SP_SET: ROD
 AX0922_STAMPING: M 1199 1972
 AX0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0922+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX0922
 AX0922  HISTORY     - Date     Condition        Report By
 AX0922  HISTORY     - 1972     MONUMENTED       NGS
 AX0922  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX0922  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 AX0922  HISTORY     - 20041027 GOOD             USPSQD
 AX0922
 AX0922                          STATION DESCRIPTION
 AX0922
 AX0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0922'4.7 MI S FROM LA GRANGE.
 AX0922'ABOUT 4.7 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT LA
 AX0922'GRANGE, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A GRAVELED ROAD WHICH
 AX0922'LEADS EAST, ABOUT 0.1 MILE NORTH OF THE KRUPPA STORE AND SERVICE
 AX0922'STATION, AT THE SOUTH END OF A ROW OF CEDAR TREES ON THE EAST SIDE OF
 AX0922'THE HIGHWAY, 57 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 161
 AX0922'FEET NORTH OF A 3-FORKED LIVE OAK TREE, 80 FEET SOUTH-SOUTHEAST OF
 AX0922'POWER POLE NUMBER 6-14, 13 FEET SOUTH OF A 6-INCH CEDAR TREE, 1 FOOT
 AX0922'WEST OF A FENCE, 0.5 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 AX0922'BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT SECTION OF
 AX0922'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 AX0922'LEVEL WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH
 AX0922'METAL PIPE WHICH PROJECTS 1 INCH.
 AX0922
 AX0922                          STATION RECOVERY (1988)
 AX0922
 AX0922'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AX0922'MARK NOT FOUND.
 AX0922
 AX0922                          STATION RECOVERY (1992)
 AX0922
 AX0922'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCM)
 AX0922'MARK NOT FOUND.
 AX0922
 AX0922                          STATION RECOVERY (2004)
 AX0922
 AX0922'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0922'FOUND OLD METAL WITNESS POST AND RESET IT 1 FOOT EAST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0178 ***********************************************************************
 AB0178  DESIGNATION -  M 12
 AB0178  PID         -  AB0178
 AB0178  STATE/COUNTY-  TX/CAMERON
 AB0178  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0178
 AB0178                         *CURRENT SURVEY CONTROL
 AB0178  ___________________________________________________________________
 AB0178* NAD 83(1986)-  25 57 41.     (N)    097 34 38.     (W)     SCALED    
 AB0178* NAVD 88     -        12.612  (meters)      41.38   (feet)  ADJUSTED  
 AB0178  ___________________________________________________________________
 AB0178  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 AB0178  DYNAMIC HT  -          12.591 (meters)      41.31  (feet)  COMP
 AB0178  MODELED GRAV-     979,023.6   (mgal)                       NAVD 88
 AB0178
 AB0178  VERT ORDER  -  SECOND    CLASS 0
 AB0178
 AB0178.The horizontal coordinates were scaled from a topographic map and have
 AB0178.an estimated accuracy of +/- 6 seconds.
 AB0178
 AB0178.The orthometric height was determined by differential leveling
 AB0178.and adjusted by the National Geodetic Survey in June 1991..
 AB0178
 AB0178.The geoid height was determined by GEOID03.
 AB0178
 AB0178.The dynamic height is computed by dividing the NAVD 88
 AB0178.geopotential number by the normal gravity value computed on the
 AB0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0178.degrees latitude (g = 980.6199 gals.).
 AB0178
 AB0178.The modeled gravity was interpolated from observed gravity values.
 AB0178
 AB0178;                    North         East    Units  Estimated Accuracy
 AB0178;SPC TX S     - 5,032,990.      392,420.      MT  (+/- 180 meters Scaled)
 AB0178
 AB0178                          SUPERSEDED SURVEY CONTROL
 AB0178
 AB0178  NGVD 29 (??/??/92)   12.698  (m)           41.66   (f) ADJ UNCH    2 0
 AB0178
 AB0178.Superseded values are not recommended for survey control.
 AB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0178.See file dsdata.txt to determine how the superseded data were derived.
 AB0178
 AB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP424721(NAD 83)
 AB0178_MARKER: DD = SURVEY DISK
 AB0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0178_SP_SET: CULVERT
 AB0178_STAMPING: M 12 41.41
 AB0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0178
 AB0178  HISTORY     - Date     Condition        Report By
 AB0178  HISTORY     - UNK      MONUMENTED
 AB0178  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0178
 AB0178                          STATION DESCRIPTION
 AB0178
 AB0178'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0178'5.9 MI NW FROM BROWNSVILLE.
 AB0178'5.9 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0178'AT BROWNSVILLE, CAMERON COUNTY, AT THE POINT WHERE THE LEVEE REACHES
 AB0178'THE HIGHWAY RIGHT-OF-WAY, 18 FEET EAST OF THE SOUTHEAST WINGWALL OF AN
 AB0178'IRRIGATION-CANAL CULVERT, AT A 3- BY 3-FOOT CONCRETE-BOX CULVERT UNDER
 AB0178'THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL, 17 FEET
 AB0178'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 AB0178'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0190 ***********************************************************************
 BL0190  DESIGNATION -  M 1200
 BL0190  PID         -  BL0190
 BL0190  STATE/COUNTY-  TX/JEFFERSON
 BL0190  USGS QUAD   -  CHINA (1985)
 BL0190
 BL0190                         *CURRENT SURVEY CONTROL
 BL0190  ___________________________________________________________________
 BL0190* NAD 83(1986)-  30 02 39.     (N)    094 21 57.     (W)     SCALED    
 BL0190* NAVD 88     -        12.861  (meters)      42.19   (feet)  ADJUSTED  
 BL0190  ___________________________________________________________________
 BL0190  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0190  DYNAMIC HT  -          12.844 (meters)      42.14  (feet)  COMP
 BL0190  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 BL0190
 BL0190  VERT ORDER  -  FIRST     CLASS I
 BL0190
 BL0190.The horizontal coordinates were scaled from a topographic map and have
 BL0190.an estimated accuracy of +/- 6 seconds.
 BL0190
 BL0190.The orthometric height was determined by differential leveling
 BL0190.and adjusted by the National Geodetic Survey in June 1991..
 BL0190
 BL0190.The geoid height was determined by GEOID03.
 BL0190
 BL0190.The dynamic height is computed by dividing the NAVD 88
 BL0190.geopotential number by the normal gravity value computed on the
 BL0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0190.degrees latitude (g = 980.6199 gals.).
 BL0190
 BL0190.The modeled gravity was interpolated from observed gravity values.
 BL0190
 BL0190;                    North         East    Units  Estimated Accuracy
 BL0190;SPC TXSC     - 4,253,880.    1,046,790.      MT  (+/- 180 meters Scaled)
 BL0190
 BL0190                          SUPERSEDED SURVEY CONTROL
 BL0190
 BL0190  NGVD 29 (??/??/92)   12.873  (m)           42.23   (f) ADJ UNCH    1 1
 BL0190
 BL0190.Superseded values are not recommended for survey control.
 BL0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0190.See file dsdata.txt to determine how the superseded data were derived.
 BL0190
 BL0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP683244(NAD 83)
 BL0190_MARKER: DB = BENCH MARK DISK
 BL0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0190_SP_SET: ROD
 BL0190_STAMPING: M 1200 1972
 BL0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0190
 BL0190  HISTORY     - Date     Condition        Report By
 BL0190  HISTORY     - 1972     MONUMENTED       NGS
 BL0190  HISTORY     - 19870903 MARK NOT FOUND   USPSQD
 BL0190  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0190  HISTORY     - 19900412 MARK NOT FOUND   USPSQD
 BL0190  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 BL0190  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 BL0190  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0190  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0190  HISTORY     - 20030310 MARK NOT FOUND   USPSQD
 BL0190
 BL0190                          STATION DESCRIPTION
 BL0190
 BL0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0190'1.75 MI W FROM CHINA.
 BL0190'ABOUT 1.75 MILES WEST ALONG US HIGHWAY 90 FROM A PAVED ROAD
 BL0190'INTERSECTION, ALSO 1.75 MILES WEST ALONG OLD NOME ROAD FROM THE
 BL0190'JUNCTION OF BROADWAY AT CHINA, ABOUT 75 YARDS NORTH AND ACROSS THE
 BL0190'SOUTHERN PACIFIC RAILROAD FROM THE HIGHWAY, 66.5 FEET NORTHWEST OF THE
 BL0190'CENTER OF THE CROSSING OF A GRAVEL ROAD AND THE TRACK, 60.5 FEET WEST
 BL0190'OF THE CENTER LINE OF THE GRAVEL ROAD, 51 FEET SOUTH OF THE CENTER
 BL0190'LINE OF OLD NOME ROAD, 29 FEET NORTH OF THE NORTH RAIL, 2 FEET EAST OF
 BL0190'A TELEGRAPH POLE AND IS IN LINE WITH THE POLES, 1.1 FEET WEST OF A
 BL0190'METAL WITNESS POST AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK. AND
 BL0190'IS A DISK SET IN THE TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED
 BL0190'STEEL ROD PROJECTING 0.1 FOOT AND THE MARK IS PROTECTED BY A 6-INCH
 BL0190'METAL PIPE WHICH PROJECTS 0.3 FOOT.
 BL0190
 BL0190                          STATION RECOVERY (1987)
 BL0190
 BL0190'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0190'MARK NOT FOUND.
 BL0190
 BL0190                          STATION RECOVERY (1988)
 BL0190
 BL0190'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0190'MARK NOT FOUND.
 BL0190
 BL0190                          STATION RECOVERY (1990)
 BL0190
 BL0190'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0190'MARK NOT FOUND.
 BL0190
 BL0190                          STATION RECOVERY (1994)
 BL0190
 BL0190'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0190'MARK NOT FOUND.
 BL0190
 BL0190                          STATION RECOVERY (1999)
 BL0190
 BL0190'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0190'MARK NOT FOUND.
 BL0190
 BL0190                          STATION RECOVERY (2001)
 BL0190
 BL0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0190'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0190
 BL0190                          STATION RECOVERY (2001)
 BL0190
 BL0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0190'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0190
 BL0190                          STATION RECOVERY (2003)
 BL0190
 BL0190'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0952 ***********************************************************************
 AW0952  DESIGNATION -  M 1201
 AW0952  PID         -  AW0952
 AW0952  STATE/COUNTY-  TX/HARRIS
 AW0952  USGS QUAD   -  HIGHLANDS (1995)
 AW0952
 AW0952                         *CURRENT SURVEY CONTROL
 AW0952  ___________________________________________________________________
 AW0952* NAD 83(1986)-  29 45 27.     (N)    095 01 50.     (W)     SCALED    
 AW0952* NAVD 88     -         6.818  (meters)      22.37   (feet)  ADJUSTED  
 AW0952  ___________________________________________________________________
 AW0952  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0952  DYNAMIC HT  -           6.809 (meters)      22.34  (feet)  COMP
 AW0952  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 AW0952
 AW0952  VERT ORDER  -  FIRST     CLASS I
 AW0952
 AW0952.The horizontal coordinates were scaled from a topographic map and have
 AW0952.an estimated accuracy of +/- 6 seconds.
 AW0952
 AW0952.The orthometric height was determined by differential leveling
 AW0952.and adjusted by the National Geodetic Survey in June 1991..
 AW0952
 AW0952.The geoid height was determined by GEOID03.
 AW0952
 AW0952.The dynamic height is computed by dividing the NAVD 88
 AW0952.geopotential number by the normal gravity value computed on the
 AW0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0952.degrees latitude (g = 980.6199 gals.).
 AW0952
 AW0952.The modeled gravity was interpolated from observed gravity values.
 AW0952
 AW0952;                    North         East    Units  Estimated Accuracy
 AW0952;SPC TXSC     - 4,219,760.      983,810.      MT  (+/- 180 meters Scaled)
 AW0952
 AW0952                          SUPERSEDED SURVEY CONTROL
 AW0952
 AW0952  NGVD 29 (12/23/87)    6.816  (m)           22.36   (f) ADJUSTED    1 1
 AW0952
 AW0952.Superseded values are not recommended for survey control.
 AW0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0952.See file dsdata.txt to determine how the superseded data were derived.
 AW0952
 AW0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036936(NAD 83)
 AW0952_MARKER: DB = BENCH MARK DISK
 AW0952_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0952_SP_SET: COPPER-CLAD STEEL ROD
 AW0952_STAMPING: M 1201 1973
 AW0952_MARK LOGO: NGS   
 AW0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0952
 AW0952  HISTORY     - Date     Condition        Report By
 AW0952  HISTORY     - 1973     MONUMENTED       NGS
 AW0952  HISTORY     - 1976     GOOD             NGS
 AW0952  HISTORY     - 1976     GOOD             NGS
 AW0952  HISTORY     - 1978     GOOD             NGS
 AW0952  HISTORY     - 1983     GOOD             NGS
 AW0952  HISTORY     - 1986     GOOD             NGS
 AW0952  HISTORY     - 1987     GOOD             USPSQD
 AW0952  HISTORY     - 1987     GOOD             USPSQD
 AW0952  HISTORY     - 1989     GOOD             USPSQD
 AW0952  HISTORY     - 1989     GOOD             USPSQD
 AW0952  HISTORY     - 19940801 GOOD             USPSQD
 AW0952
 AW0952                          STATION DESCRIPTION
 AW0952
 AW0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0952'3.1 MI NW FROM BAYTOWN.
 AW0952'ABOUT 0.15 MILE SOUTHWEST ALONG MARKET ST. FROM SUB-STATION A POST
 AW0952'OFFICE AT BAYTOWN, THENCE 2.85 MILES NORTHWEST ALONG BAYWAY DR.,
 AW0952'THENCE 0.3 MILE EAST ALONG NORTH ST., ABOUT 0.1 MILE NORTH ALONG
 AW0952'WOOSTER ST., THENCE 0.15 MILE WEST ALONG BARNES ST., 32 FEET NORTH OF
 AW0952'THE CENTER LINE OF BARNERS ST., 16 FEET SOUTHEAST OF THE SOUTHEAST
 AW0952'EDGE OF THE CONCRETE FOUNDATION OF SPHERE (WATER TOWER), 41 FEET EAST
 AW0952'OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 12.8 FEET WEST OF THE
 AW0952'CENTER LINE OF A GATE IN THE CHAIN LINK FENCE, AND 0.7 FOOT SOUTH OF
 AW0952'THE FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ST., AND IS A DISK
 AW0952'ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD 1-INCH BELOW THE LEVEL OF
 AW0952'THE GROUND AND PROTECTED BY A 6-INCH IRON PIPE FLUSH WITH THE GROUND.
 AW0952'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 24 FEET.
 AW0952
 AW0952                          STATION RECOVERY (1976)
 AW0952
 AW0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0952'RECOVERED IN GOOD CONDITION.
 AW0952
 AW0952                          STATION RECOVERY (1976)
 AW0952
 AW0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0952'RECOVERED IN GOOD CONDITION.
 AW0952
 AW0952                          STATION RECOVERY (1978)
 AW0952
 AW0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0952'RECOVERED IN GOOD CONDITION.
 AW0952
 AW0952                          STATION RECOVERY (1983)
 AW0952
 AW0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0952'RECOVERED IN GOOD CONDITION.
 AW0952
 AW0952                          STATION RECOVERY (1986)
 AW0952
 AW0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0952'RECOVERED IN GOOD CONDITION.
 AW0952
 AW0952                          STATION RECOVERY (1987)
 AW0952
 AW0952'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWG)
 AW0952'RECOVERED IN GOOD CONDITION.
 AW0952
 AW0952                          STATION RECOVERY (1987)
 AW0952
 AW0952'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0952'RECOVERED IN GOOD CONDITION.
 AW0952
 AW0952                          STATION RECOVERY (1989)
 AW0952
 AW0952'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0952'RECOVERED IN GOOD CONDITION.
 AW0952
 AW0952                          STATION RECOVERY (1989)
 AW0952
 AW0952'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW0952'RECOVERED IN GOOD CONDITION.
 AW0952
 AW0952                          STATION RECOVERY (1994)
 AW0952
 AW0952'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0696 ***********************************************************************
 AW0696  DESIGNATION -  M 1202
 AW0696  PID         -  AW0696
 AW0696  STATE/COUNTY-  TX/LIBERTY
 AW0696  USGS QUAD   -  SHEEKS (1993)
 AW0696
 AW0696                         *CURRENT SURVEY CONTROL
 AW0696  ___________________________________________________________________
 AW0696* NAD 83(1986)-  29 59 35.     (N)    094 57 31.     (W)     SCALED    
 AW0696* NAVD 88     -        19.720  (meters)      64.70   (feet)  ADJUSTED  
 AW0696  ___________________________________________________________________
 AW0696  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW0696  DYNAMIC HT  -          19.693 (meters)      64.61  (feet)  COMP
 AW0696  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 AW0696
 AW0696  VERT ORDER  -  FIRST     CLASS I
 AW0696
 AW0696.The horizontal coordinates were scaled from a topographic map and have
 AW0696.an estimated accuracy of +/- 6 seconds.
 AW0696
 AW0696.The orthometric height was determined by differential leveling
 AW0696.and adjusted by the National Geodetic Survey in June 1991..
 AW0696
 AW0696.The geoid height was determined by GEOID03.
 AW0696
 AW0696.The dynamic height is computed by dividing the NAVD 88
 AW0696.geopotential number by the normal gravity value computed on the
 AW0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0696.degrees latitude (g = 980.6199 gals.).
 AW0696
 AW0696.The modeled gravity was interpolated from observed gravity values.
 AW0696
 AW0696;                    North         East    Units  Estimated Accuracy
 AW0696;SPC TX C     - 3,048,710.    1,218,440.      MT  (+/- 180 meters Scaled)
 AW0696
 AW0696                          SUPERSEDED SURVEY CONTROL
 AW0696
 AW0696  NGVD 29 (12/23/87)   19.720  (m)           64.70   (f) ADJUSTED    1 1
 AW0696
 AW0696.Superseded values are not recommended for survey control.
 AW0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0696.See file dsdata.txt to determine how the superseded data were derived.
 AW0696
 AW0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP110196(NAD 83)
 AW0696_MARKER: DB = BENCH MARK DISK
 AW0696_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0696_SP_SET: COPPER-CLAD STEEL ROD
 AW0696_STAMPING: M 1202 1972
 AW0696_MARK LOGO: NGS   
 AW0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0696
 AW0696  HISTORY     - Date     Condition        Report By
 AW0696  HISTORY     - 1972     MONUMENTED       NGS
 AW0696  HISTORY     - 1973     GOOD             NGS
 AW0696  HISTORY     - 1978     GOOD             NGS
 AW0696  HISTORY     - 1987     POOR             NGS
 AW0696  HISTORY     - 19960815 GOOD             USPSQD
 AW0696
 AW0696                          STATION DESCRIPTION
 AW0696
 AW0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0696'5.5 MI SW FROM DAYTON.
 AW0696'ABOUT 5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE HIGH SCHOOL
 AW0696'AT DAYTON, ABOUT 0.5 MILE NORTHEAST OF THE INTERSECTION OF FARM ROAD
 AW0696'1413, 76 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEASTBOUND
 AW0696'LANE OF THE HIGHWAY, 96 FEET SOUTH OF THE CENTER OF THE JUNCTION OF
 AW0696'THE HIGHWAY AND A BLACK TOP ROAD LEADING NORTHWEST AND NORTH, 44 1/2
 AW0696'FEET SOUTHWEST OF A POWER LINE POLE WHICH SUPPORTS POWER LINES WHICH
 AW0696'CROSS OVER THE HIGHWAY AT THIS POINT, 32 FEET NORTHEAST OF THE CENTER
 AW0696'OF A WIRE GATE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 AW0696'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A 5/8-INCH
 AW0696'COPPER COATED STEEL ROD WHICH IS PROTECTED BY A 6-INCH METAL PIPE THAT
 AW0696'PROJECTS 0.4 FOOT.   THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 AW0696
 AW0696                          STATION RECOVERY (1978)
 AW0696
 AW0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0696'RECOVERED IN GOOD CONDITION.
 AW0696
 AW0696                          STATION RECOVERY (1987)
 AW0696
 AW0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0696'RECOVERED IN POOR CONDITION,  MARK HAD BEEN DISTURBER. MARK WAS
 AW0696'REPAIRED.
 AW0696
 AW0696                          STATION RECOVERY (1996)
 AW0696
 AW0696'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1180 ***********************************************************************
 BL1180  DESIGNATION -  M 1203
 BL1180  PID         -  BL1180
 BL1180  STATE/COUNTY-  TX/HARRIS
 BL1180  USGS QUAD   -  SPRING (1982)
 BL1180
 BL1180                         *CURRENT SURVEY CONTROL
 BL1180  ___________________________________________________________________
 BL1180* NAD 83(1986)-  30 06 17.     (N)    095 25 25.     (W)     SCALED    
 BL1180* NAVD 88     -        27.55   (+/-2cm)      90.4    (feet)  VERTCON   
 BL1180  ___________________________________________________________________
 BL1180  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1180
 BL1180  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1180
 BL1180.The horizontal coordinates were scaled from a topographic map and have
 BL1180.an estimated accuracy of +/- 6 seconds.
 BL1180
 BL1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1180.The vertical order pertains to the NGVD 29 superseded value.
 BL1180
 BL1180.The geoid height was determined by GEOID03.
 BL1180
 BL1180;                    North         East    Units  Estimated Accuracy
 BL1180;SPC TXSC     - 4,257,010.      944,640.      MT  (+/- 180 meters Scaled)
 BL1180
 BL1180                          SUPERSEDED SURVEY CONTROL
 BL1180
 BL1180  NGVD 29 (??/??/92)   27.552  (m)           90.39   (f) ADJ UNCH    1 1
 BL1180
 BL1180.Superseded values are not recommended for survey control.
 BL1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1180.See file dsdata.txt to determine how the superseded data were derived.
 BL1180
 BL1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP664328(NAD 83)
 BL1180_MARKER: DB = BENCH MARK DISK
 BL1180_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1180_SP_SET: 0.2 FOOT
 BL1180_STAMPING: M 1203 1973
 BL1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1180
 BL1180  HISTORY     - Date     Condition        Report By
 BL1180  HISTORY     - 1973     MONUMENTED       NGS
 BL1180  HISTORY     - 1978     GOOD             NGS
 BL1180  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1180  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1180
 BL1180                          STATION DESCRIPTION
 BL1180
 BL1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1180'1.9 MI N FROM SPRING.
 BL1180'ABOUT 1.9 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1180'CROSSING OF SPRING SCHOOL ROAD, 100.8 FEET NORTH OF MILE POST 126, 43
 BL1180'1/2 FEET WEST OF THE WEST RAIL, 39 FEET WEST OF THE SOUTHWEST END OF
 BL1180'TRESSEL 1259, 1 FOOT WEST OF A METAL WITNESS POST, AND ABOUT 12 FEET
 BL1180'BELOW THE LEVEL OF THE RAIL, SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH
 BL1180'COPPER COATED STEEL ROD PROTECTED BY A 6-INCH METAL PIPE WHICH
 BL1180'PROJECTS 0.2 FOOT.
 BL1180
 BL1180                          STATION RECOVERY (1978)
 BL1180
 BL1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1180'RECOVERED IN GOOD CONDITION.
 BL1180
 BL1180                          STATION RECOVERY (1987)
 BL1180
 BL1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1180'THERE HAS BEEN CONSTRUCTION AT THIS LOCATION.
 BL1180
 BL1180                          STATION RECOVERY (1995)
 BL1180
 BL1180'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1327 ***********************************************************************
 AW1327  DESIGNATION -  M 1204
 AW1327  PID         -  AW1327
 AW1327  STATE/COUNTY-  TX/GALVESTON
 AW1327  USGS QUAD   -  TEXAS CITY (1994)
 AW1327
 AW1327                         *CURRENT SURVEY CONTROL
 AW1327  ___________________________________________________________________
 AW1327* NAD 83(1986)-  29 24 25.     (N)    094 53 37.     (W)     SCALED    
 AW1327* NAVD 88     -         3.334  (meters)      10.94   (feet)  ADJUSTED  
 AW1327  ___________________________________________________________________
 AW1327  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1327  DYNAMIC HT  -           3.329 (meters)      10.92  (feet)  COMP
 AW1327  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 AW1327
 AW1327  VERT ORDER  -  FIRST     CLASS I
 AW1327
 AW1327.The horizontal coordinates were scaled from a topographic map and have
 AW1327.an estimated accuracy of +/- 6 seconds.
 AW1327
 AW1327.The orthometric height was determined by differential leveling
 AW1327.and adjusted by the National Geodetic Survey in June 1991..
 AW1327
 AW1327.The geoid height was determined by GEOID03.
 AW1327
 AW1327.The dynamic height is computed by dividing the NAVD 88
 AW1327.geopotential number by the normal gravity value computed on the
 AW1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1327.degrees latitude (g = 980.6199 gals.).
 AW1327
 AW1327.The modeled gravity was interpolated from observed gravity values.
 AW1327
 AW1327;                    North         East    Units  Estimated Accuracy
 AW1327;SPC TXSC     - 4,181,390.      998,410.      MT  (+/- 180 meters Scaled)
 AW1327
 AW1327                          SUPERSEDED SURVEY CONTROL
 AW1327
 AW1327  NGVD 29 (12/23/87)    3.331  (m)           10.93   (f) ADJUSTED    1 1
 AW1327
 AW1327.Superseded values are not recommended for survey control.
 AW1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1327.See file dsdata.txt to determine how the superseded data were derived.
 AW1327
 AW1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN162545(NAD 83)
 AW1327_MARKER: DB = BENCH MARK DISK
 AW1327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1327_SP_SET: BULK HEAD
 AW1327_STAMPING: M 1204 1973
 AW1327_MARK LOGO: NGS   
 AW1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1327+STABILITY: SURFACE MOTION
 AW1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1327+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AW1327
 AW1327  HISTORY     - Date     Condition        Report By
 AW1327  HISTORY     - 1973     MONUMENTED       NGS
 AW1327  HISTORY     - 1976     GOOD             NGS
 AW1327  HISTORY     - 1976     GOOD             NGS
 AW1327  HISTORY     - 1978     GOOD             NGS
 AW1327  HISTORY     - 1987     GOOD             USPSQD
 AW1327  HISTORY     - 1987     GOOD             NGS
 AW1327  HISTORY     - 1990     GOOD             USPSQD
 AW1327  HISTORY     - 1991     GOOD             USPSQD
 AW1327  HISTORY     - 19940917 GOOD             USPSQD
 AW1327  HISTORY     - 20031216 GOOD             USPSQD
 AW1327  HISTORY     - 20050702 GOOD             USPSQD
 AW1327
 AW1327                          STATION DESCRIPTION
 AW1327
 AW1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1327'1.9 MI NE FROM TEXAS CITY.
 AW1327'1.35 MILES NORTH ALONG 6TH STREET FROM THE POST OFFICE AT TEXAS CITY,
 AW1327'THENCE 0.55 MILE EAST ALONG 25TH AVENUE NORTH, ABOUT 125 YARDS SOUTH
 AW1327'OF THE CENTER OF THE JUNCTION OF BAY STREET, 106 YARDS NORTH OF THE
 AW1327'CENTER OF THE JUNCTION OF 21ST STREET, 0.65 MILE SOUTH OF BENCH MARK B
 AW1327'1204 WHICH IS AT THE SEWAGE TREATMENT PLANT NO. 1, IN THE TOP AND 1.6
 AW1327'FEET SOUTH OF THE NORTH END OF A 30-INCH WIDE CONCRETE SEAWALL, 24.0
 AW1327'FEET EAST OF THE CENTER LINE OF BAY STREET, AND ABOUT 2 FEET HIGHER
 AW1327'THAN THE STREET.
 AW1327
 AW1327                          STATION RECOVERY (1976)
 AW1327
 AW1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1327'RECOVERED IN GOOD CONDITION.
 AW1327
 AW1327                          STATION RECOVERY (1976)
 AW1327
 AW1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1327'RECOVERED IN GOOD CONDITION.
 AW1327
 AW1327                          STATION RECOVERY (1978)
 AW1327
 AW1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1327'RECOVERED IN GOOD CONDITION.
 AW1327
 AW1327                          STATION RECOVERY (1987)
 AW1327
 AW1327'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1327'RECOVERED IN GOOD CONDITION.
 AW1327
 AW1327                          STATION RECOVERY (1987)
 AW1327
 AW1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1327'RECOVERED IN GOOD CONDITION.
 AW1327
 AW1327                          STATION RECOVERY (1990)
 AW1327
 AW1327'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1327'RECOVERED IN GOOD CONDITION.
 AW1327
 AW1327                          STATION RECOVERY (1991)
 AW1327
 AW1327'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1327'RECOVERED IN GOOD CONDITION.
 AW1327
 AW1327                          STATION RECOVERY (1994)
 AW1327
 AW1327'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1327'RECOVERED IN GOOD CONDITION.
 AW1327
 AW1327                          STATION RECOVERY (2003)
 AW1327
 AW1327'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1327'RECOVERED IN GOOD CONDITION.
 AW1327
 AW1327                          STATION RECOVERY (2005)
 AW1327
 AW1327'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3146 ***********************************************************************
 AW3146  DESIGNATION -  M 1205
 AW3146  PID         -  AW3146
 AW3146  STATE/COUNTY-  TX/CHAMBERS
 AW3146  USGS QUAD   -  ANAHUAC (1993)
 AW3146
 AW3146                         *CURRENT SURVEY CONTROL
 AW3146  ___________________________________________________________________
 AW3146* NAD 83(1986)-  29 48 58.     (N)    094 39 06.     (W)     SCALED    
 AW3146* NAVD 88     -         6.56   (+/-2cm)      21.5    (feet)  VERTCON   
 AW3146  ___________________________________________________________________
 AW3146  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW3146
 AW3146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3146
 AW3146.The horizontal coordinates were scaled from a topographic map and have
 AW3146.an estimated accuracy of +/- 6 seconds.
 AW3146
 AW3146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3146.The vertical order pertains to the NGVD 29 superseded value.
 AW3146
 AW3146.The geoid height was determined by GEOID03.
 AW3146
 AW3146;                    North         East    Units  Estimated Accuracy
 AW3146;SPC TXSC     - 4,227,560.    1,020,190.      MT  (+/- 180 meters Scaled)
 AW3146
 AW3146                          SUPERSEDED SURVEY CONTROL
 AW3146
 AW3146  NGVD 29 (??/??/92)    6.56   (m)           21.5    (f) COMPUTED    2 0
 AW3146
 AW3146.Superseded values are not recommended for survey control.
 AW3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3146.See file dsdata.txt to determine how the superseded data were derived.
 AW3146
 AW3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN403995(NAD 83)
 AW3146_MARKER: DB = BENCH MARK DISK
 AW3146_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3146_SP_SET: 40 FEET
 AW3146_STAMPING: M 1205 1973
 AW3146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3146
 AW3146  HISTORY     - Date     Condition        Report By
 AW3146  HISTORY     - 1973     MONUMENTED       NGS
 AW3146  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW3146  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3146
 AW3146                          STATION DESCRIPTION
 AW3146
 AW3146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3146'3.5 MI NE FROM ANAHUAC.
 AW3146'ABOUT 3.1 MILES NORTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH STATE
 AW3146'HIGHWAY 61 AT ANAHUAC, THENCE 0.4 MILE EAST ALONG FARM ROAD 2041,
 AW3146'ABOUT 0.4 MILE EAST ALONG FARM ROAD 2041 FROM THE JUNCTION OF FARM
 AW3146'ROAD 563, 75 FEET EAST OF THE CENTER LINE OF A DIRT DRIVE LEADING
 AW3146'NORTH, 49 1/2 FEET NORTH OF THE CENTER LINE OF FARM ROAD 2041, 32 FEET
 AW3146'WEST OF THE 36-INCH GUM TREE, 20.3 FEET SOUTH OF AN 18-INCH OAK TREE,
 AW3146'2.4 FEET EAST OF A TELEPHONE POLE, 0.8 FOOT WEST OF A METAL WITNESS
 AW3146'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND IS A DISK SET
 AW3146'ON TOP OF A 5/8-INC COPPER COATED STEEL ROD FLUSH WITH THE GROUND, AND
 AW3146'PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 1 INCH. THE ROD WAS
 AW3146'DRIVEN TO A DEPTH OF 40 FEET.
 AW3146
 AW3146                          STATION RECOVERY (1997)
 AW3146
 AW3146'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3146'MARK NOT FOUND.
 AW3146
 AW3146                          STATION RECOVERY (2001)
 AW3146
 AW3146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3146'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1182 ***********************************************************************
 AW1182  DESIGNATION -  M 1206
 AW1182  PID         -  AW1182
 AW1182  STATE/COUNTY-  TX/BRAZORIA
 AW1182  USGS QUAD   -  LAKE JACKSON (1974)
 AW1182
 AW1182                         *CURRENT SURVEY CONTROL
 AW1182  ___________________________________________________________________
 AW1182* NAD 83(1986)-  29 06 59.     (N)    095 29 22.     (W)     SCALED    
 AW1182* NAVD 88     -         7.80   (+/-2cm)      25.6    (feet)  VERTCON   
 AW1182  ___________________________________________________________________
 AW1182  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW1182
 AW1182  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1182
 AW1182.The horizontal coordinates were scaled from a topographic map and have
 AW1182.an estimated accuracy of +/- 6 seconds.
 AW1182
 AW1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1182.The vertical order pertains to the NGVD 29 superseded value.
 AW1182
 AW1182.The geoid height was determined by GEOID03.
 AW1182
 AW1182;                    North         East    Units  Estimated Accuracy
 AW1182;SPC TXSC     - 4,147,320.      941,590.      MT  (+/- 180 meters Scaled)
 AW1182
 AW1182                          SUPERSEDED SURVEY CONTROL
 AW1182
 AW1182  NGVD 29 (??/??/92)    7.809  (m)           25.62   (f) ADJ UNCH    1 1
 AW1182
 AW1182.Superseded values are not recommended for survey control.
 AW1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1182.See file dsdata.txt to determine how the superseded data were derived.
 AW1182
 AW1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN577234(NAD 83)
 AW1182_MARKER: DB = BENCH MARK DISK
 AW1182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1182_SP_SET: 24 FEET
 AW1182_STAMPING: M 1206 1972
 AW1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1182
 AW1182  HISTORY     - Date     Condition        Report By
 AW1182  HISTORY     - 1972     MONUMENTED       NGS
 AW1182  HISTORY     - 1973     GOOD             NGS
 AW1182  HISTORY     - 1978     GOOD             NGS
 AW1182  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 AW1182  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1182  HISTORY     - 19910704 MARK NOT FOUND   USPSQD
 AW1182
 AW1182                          STATION DESCRIPTION
 AW1182
 AW1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1182'4.55 MI SW FROM ANGLETON.
 AW1182'4.55 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1182'STATION AT ANGLETON, 11 POLES SOUTHWEST OF MILEPOLE 316, AT THE
 AW1182'CROSSING OF AN ASPHALT ROAD SOUTH TO DEPT. OF CORRECTION RETRIEVE
 AW1182'STATE FARM, 193 FEET NORTH OF THE CENTER OF THE CROSSING, 40.9 FEET
 AW1182'NORTHWEST OF THE NORTHWEST RAIL, 42 FEET SOUTHEAST OF THE CENTER LINE
 AW1182'OF THE ROAD, 1 1/2 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE
 AW1182'NORTHEAST OF THE CROSSING, 111 FEET EAST AND ACROSS THE ROAD FROM A
 AW1182'POWER POLE WITH TWO GUY WIRES, 1.8 FEET NORTHEAST OF A WITNESS POST,
 AW1182'ABOUT 4 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH
 AW1182'COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 24 FEET. THE
 AW1182'UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.2
 AW1182'FOOT ABOVE THE GROUND.
 AW1182
 AW1182                          STATION RECOVERY (1978)
 AW1182
 AW1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1182'RECOVERED IN GOOD CONDITION.
 AW1182
 AW1182                          STATION RECOVERY (1980)
 AW1182
 AW1182'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW1182'MARK NOT FOUND.
 AW1182
 AW1182                          STATION RECOVERY (1990)
 AW1182
 AW1182'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1182'MARK NOT FOUND.
 AW1182
 AW1182                          STATION RECOVERY (1991)
 AW1182
 AW1182'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0057 ***********************************************************************
 AN0057  DESIGNATION -  M 1207
 AN0057  PID         -  AN0057
 AN0057  STATE/COUNTY-  TX/MATAGORDA
 AN0057  USGS QUAD   -  MARKHAM (1995)
 AN0057
 AN0057                         *CURRENT SURVEY CONTROL
 AN0057  ___________________________________________________________________
 AN0057* NAD 83(1986)-  28 53 43.     (N)    096 03 51.     (W)     SCALED    
 AN0057* NAVD 88     -        12.31   (+/-2cm)      40.4    (feet)  VERTCON   
 AN0057  ___________________________________________________________________
 AN0057  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0057
 AN0057  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0057
 AN0057.The horizontal coordinates were scaled from a topographic map and have
 AN0057.an estimated accuracy of +/- 6 seconds.
 AN0057
 AN0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0057.The vertical order pertains to the NGVD 29 superseded value.
 AN0057
 AN0057.The geoid height was determined by GEOID03.
 AN0057
 AN0057;                    North         East    Units  Estimated Accuracy
 AN0057;SPC TXSC     - 4,121,290.      886,290.      MT  (+/- 180 meters Scaled)
 AN0057
 AN0057                          SUPERSEDED SURVEY CONTROL
 AN0057
 AN0057  NGVD 29 (??/??/92)   12.346  (m)           40.51   (f) ADJ UNCH    1 1
 AN0057
 AN0057.Superseded values are not recommended for survey control.
 AN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0057.See file dsdata.txt to determine how the superseded data were derived.
 AN0057
 AN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS863999(NAD 83)
 AN0057_MARKER: DB = BENCH MARK DISK
 AN0057_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0057+WITH SETTING: INTO GROUND
 AN0057_STAMPING: M 1207 1972
 AN0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0057+STABILITY: SURFACE MOTION
 AN0057
 AN0057  HISTORY     - Date     Condition        Report By
 AN0057  HISTORY     - 1972     MONUMENTED       NGS
 AN0057  HISTORY     - 1978     GOOD             NGS
 AN0057
 AN0057                          STATION DESCRIPTION
 AN0057
 AN0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0057'9.5 MI E FROM BLESSING.
 AN0057'9.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0057'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, 0.25 MILE WEST OF BRIDGE
 AN0057'274.6, 44.9 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 9 FEET
 AN0057'EAST OF THE CENTER LINE OF A PRIVATE ROAD NORTH, 2.0 FEET SOUTH OF A
 AN0057'FENCE, 1.0 FOOT WEST OF A WITNESS POST, A DISK ON THE TOP OF A
 AN0057'5/8-INCH COPPER COATED ROD WHICH IS 4-FOOT LONG WITH A BASE PLATE
 AN0057'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 4-INCH METAL
 AN0057'PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AN0057
 AN0057                          STATION RECOVERY (1978)
 AN0057
 AN0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1057 ***********************************************************************
 AW1057  DESIGNATION -  M 1208
 AW1057  PID         -  AW1057
 AW1057  STATE/COUNTY-  TX/GALVESTON
 AW1057  USGS QUAD   -  TEXAS CITY (1994)
 AW1057
 AW1057                         *CURRENT SURVEY CONTROL
 AW1057  ___________________________________________________________________
 AW1057* NAD 83(1986)-  29 22 37.     (N)    094 58 04.     (W)     SCALED    
 AW1057* NAVD 88     -         4.595  (meters)      15.08   (feet)  ADJUSTED  
 AW1057  ___________________________________________________________________
 AW1057  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1057  DYNAMIC HT  -           4.589 (meters)      15.06  (feet)  COMP
 AW1057  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 AW1057  OBS GRAVITY -     979,263.8   (mgal)                       GRAV_OBS
 AW1057
 AW1057  VERT ORDER  -  FIRST     CLASS II
 AW1057
 AW1057.The horizontal coordinates were scaled from a topographic map and have
 AW1057.an estimated accuracy of +/- 6 seconds.
 AW1057
 AW1057.The orthometric height was determined by differential leveling
 AW1057.and adjusted by the National Geodetic Survey in March 1997..
 AW1057
 AW1057.The geoid height was determined by GEOID03.
 AW1057
 AW1057.The dynamic height is computed by dividing the NAVD 88
 AW1057.geopotential number by the normal gravity value computed on the
 AW1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1057.degrees latitude (g = 980.6199 gals.).
 AW1057
 AW1057.The modeled gravity was interpolated from observed gravity values.
 AW1057.The observed gravity was obtained from relative gravimeter ties
 AW1057.to the IGSN71 gravity network.
 AW1057
 AW1057;                    North         East    Units  Estimated Accuracy
 AW1057;SPC TXSC     - 4,177,820.      991,330.      MT  (+/- 180 meters Scaled)
 AW1057
 AW1057                          SUPERSEDED SURVEY CONTROL
 AW1057
 AW1057  NAVD 88 (06/15/91)    4.613  (m)           15.13   (f) UNKNOWN     1 1
 AW1057  NGVD 29 (12/23/87)    4.609  (m)           15.12   (f) ADJUSTED    1 1
 AW1057
 AW1057.Superseded values are not recommended for survey control.
 AW1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1057.See file dsdata.txt to determine how the superseded data were derived.
 AW1057
 AW1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN090513(NAD 83)
 AW1057_MARKER: DV = VERTICAL CONTROL DISK
 AW1057_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW1057_SP_SET: BUILDING
 AW1057_STAMPING: M 1208 1973
 AW1057_MARK LOGO: NGS   
 AW1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1057+STABILITY: POSITION/ELEVATION WELL
 AW1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1057+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1057
 AW1057  HISTORY     - Date     Condition        Report By
 AW1057  HISTORY     - 1973     MONUMENTED       NGS
 AW1057  HISTORY     - 1976     GOOD             NGS
 AW1057  HISTORY     - 1976     GOOD             NGS
 AW1057  HISTORY     - 1978     GOOD             NGS
 AW1057  HISTORY     - 1983     GOOD             NGS
 AW1057  HISTORY     - 1987     GOOD             USPSQD
 AW1057  HISTORY     - 1987     GOOD             USPSQD
 AW1057  HISTORY     - 1987     GOOD             USPSQD
 AW1057  HISTORY     - 1987     GOOD             USPSQD
 AW1057  HISTORY     - 1987     GOOD             USPSQD
 AW1057  HISTORY     - 1987     GOOD             USPSQD
 AW1057  HISTORY     - 1987     GOOD             USPSQD
 AW1057  HISTORY     - 1987     GOOD             NGS
 AW1057  HISTORY     - 1988     GOOD             USPSQD
 AW1057  HISTORY     - 1988     GOOD             USPSQD
 AW1057  HISTORY     - 1988     GOOD             USPSQD
 AW1057  HISTORY     - 1988     GOOD             USPSQD
 AW1057  HISTORY     - 1988     GOOD             USPSQD
 AW1057  HISTORY     - 1988     GOOD             USPSQD
 AW1057  HISTORY     - 1988     GOOD             USPSQD
 AW1057  HISTORY     - 1988     GOOD             USPSQD
 AW1057  HISTORY     - 1988     GOOD             USPSQD
 AW1057  HISTORY     - 1988     GOOD             USPSQD
 AW1057  HISTORY     - 1990     GOOD             USPSQD
 AW1057  HISTORY     - 1991     GOOD             USPSQD
 AW1057  HISTORY     - 19940917 GOOD             USPSQD
 AW1057  HISTORY     - 19961204 GOOD             NGS
 AW1057  HISTORY     - 20040207 GOOD             USPSQD
 AW1057  HISTORY     - 20050607 GOOD             USPSQD
 AW1057
 AW1057                          STATION DESCRIPTION
 AW1057
 AW1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1057'IN LA MARQUE.
 AW1057'AT LAMARQUE, 0.2 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 3 AND
 AW1057'FARM ROAD 1765, AT THE INTERSECTION OF FIRST STREET AND OAK STREET,
 AW1057'SET VERTICALLY IN THE SOUTHWEST FACE OF THE BANK OF THE MAINLAND
 AW1057'BUILDING, 1.6 FEET SOUTHEAST OF THE WEST CORNER OF THE BANK BUILDING,
 AW1057'4.2 FEET ABOVE THE GROUND, AND 61 FEET NORTHEAST OF THE CENTER LINE OF
 AW1057'OAK STREET.
 AW1057
 AW1057                          STATION RECOVERY (1976)
 AW1057
 AW1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1976)
 AW1057
 AW1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1978)
 AW1057
 AW1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1983)
 AW1057
 AW1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1057'RECOVERED IN GOOD CONDITION, NOTE, BUILDING IS THE FIRST BANK OF LA
 AW1057'MARQUE.
 AW1057
 AW1057                          STATION RECOVERY (1987)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1987)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1987)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1987)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1987)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1987)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1987)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1987)
 AW1057
 AW1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1988)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1988)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1988)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1988)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1988)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1988)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1988)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1988)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1988)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1988)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1990)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1991)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1994)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1057'RECOVERED IN GOOD CONDITION.
 AW1057
 AW1057                          STATION RECOVERY (1996)
 AW1057
 AW1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1057'IN LA MARQUE, AT THE INTERSECTION OF OAK AND FIRST STREETS, SET
 AW1057'VERTICALLY IN THE SOUTHWEST FACE OF THE MERCHANTS BANK, 49.2 M (161.4
 AW1057'FT) NORTHWEST OF THE CENTER OF FIRST STREET, 18.2 M (59.7 FT)
 AW1057'NORTHEAST OF THE CENTER OF OAK STREET, 1.4 M (4.6 FT) ABOVE THE GROUND
 AW1057'SURFACE, AND 0.5 M (1.6 FT) SOUTHEAST OF THE WEST CORNER OF THE
 AW1057'BUILDING.
 AW1057
 AW1057                          STATION RECOVERY (2004)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1057'GO TO N 29 22.602  W 094 58.056
 AW1057
 AW1057                          STATION RECOVERY (2005)
 AW1057
 AW1057'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1057'MARK FOUND AT N29 22 38.0  W094 58 03.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0544 ***********************************************************************
 AM0544  DESIGNATION -  M 1209 RESET
 AM0544  PID         -  AM0544
 AM0544  STATE/COUNTY-  TX/BRAZORIA
 AM0544  USGS QUAD   -  FREEPORT (1974)
 AM0544
 AM0544                         *CURRENT SURVEY CONTROL
 AM0544  ___________________________________________________________________
 AM0544* NAD 83(1986)-  28 58 47.     (N)    095 20 17.     (W)     SCALED    
 AM0544* NAVD 88     -         3.19   (+/-2cm)      10.5    (feet)  VERTCON   
 AM0544  ___________________________________________________________________
 AM0544  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AM0544
 AM0544  VERT ORDER  -  THIRD (See Below)
 AM0544
 AM0544.The horizontal coordinates were scaled from a topographic map and have
 AM0544.an estimated accuracy of +/- 6 seconds.
 AM0544
 AM0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0544.The vertical order pertains to the NGVD 29 superseded value.
 AM0544
 AM0544.The geoid height was determined by GEOID03.
 AM0544
 AM0544;                    North         East    Units  Estimated Accuracy
 AM0544;SPC TXSC     - 4,132,640.      956,790.      MT  (+/- 180 meters Scaled)
 AM0544
 AM0544                          SUPERSEDED SURVEY CONTROL
 AM0544
 AM0544  NGVD 29 (01/29/03)    3.21   (m)           10.5    (f) RESET       3  
 AM0544
 AM0544.Superseded values are not recommended for survey control.
 AM0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0544.See file dsdata.txt to determine how the superseded data were derived.
 AM0544
 AM0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN721079(NAD 83)
 AM0544_MARKER: DV = VERTICAL CONTROL DISK
 AM0544_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AM0544_SP_SET: BRIDGE WINGWALL
 AM0544_STAMPING: M 1209 RESET 1978
 AM0544_MARK LOGO: NGS   
 AM0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0544+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0544
 AM0544  HISTORY     - Date     Condition        Report By
 AM0544  HISTORY     - 1978     MONUMENTED       TXHD
 AM0544  HISTORY     - 19980425 GOOD             USPSQD
 AM0544  HISTORY     - 20050218 GOOD             USPSQD
 AM0544
 AM0544                          STATION DESCRIPTION
 AM0544
 AM0544'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1978
 AM0544'1.7 MILES (2.7 KM) NORTHEAST ALONG FARM ROAD 523 FROM THE JUNCTION OF
 AM0544'SOUTH GULF BOULEVARD AT FREEPORT, 0.15 MILE (0.24 KM) SOUTHWEST OF
 AM0544'THE JUNCTION OF STATE HIGHWAY 332, AT THE CROSSING OF EAST UNION
 AM0544'BAYOU, IN THE SOUTHEAST WINGWALL OF A NEW BRIDGE, 2.8 FEET (0.9 M)
 AM0544'ABOVE THE PAVEMENT, 18 FEET (5.5 M) EAST OF THE CENTERLINE OF THE
 AM0544'TRAVELED ROADWAY, AND 2 FEET (0.6 M) NORTH OF THE WINGWALL.
 AM0544
 AM0544                          STATION RECOVERY (1998)
 AM0544
 AM0544'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0544'RECOVERED IN GOOD CONDITION.
 AM0544
 AM0544                          STATION RECOVERY (2005)
 AM0544
 AM0544'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1287 ***********************************************************************
 AX1287  DESIGNATION -  M 121
 AX1287  PID         -  AX1287
 AX1287  STATE/COUNTY-  TX/FAYETTE
 AX1287  USGS QUAD   -  FLATONIA NW (1981)
 AX1287
 AX1287                         *CURRENT SURVEY CONTROL
 AX1287  ___________________________________________________________________
 AX1287* NAD 83(1986)-  29 40 15.     (N)    097 07 32.     (W)     SCALED    
 AX1287* NAVD 88     -       145.21   (+/-2cm)     476.4    (feet)  VERTCON   
 AX1287  ___________________________________________________________________
 AX1287  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AX1287
 AX1287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1287
 AX1287.The horizontal coordinates were scaled from a topographic map and have
 AX1287.an estimated accuracy of +/- 6 seconds.
 AX1287
 AX1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1287.The vertical order pertains to the NGVD 29 superseded value.
 AX1287
 AX1287.The geoid height was determined by GEOID03.
 AX1287
 AX1287;                    North         East    Units  Estimated Accuracy
 AX1287;SPC TXSC     - 4,205,100.      781,420.      MT  (+/- 180 meters Scaled)
 AX1287
 AX1287                          SUPERSEDED SURVEY CONTROL
 AX1287
 AX1287  NGVD 29 (??/??/92)  145.168  (m)          476.27   (f) ADJ UNCH    2 0
 AX1287
 AX1287.Superseded values are not recommended for survey control.
 AX1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1287.See file dsdata.txt to determine how the superseded data were derived.
 AX1287
 AX1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT813837(NAD 83)
 AX1287_MARKER: DB = BENCH MARK DISK
 AX1287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1287_SP_SET: CULVERT
 AX1287_STAMPING: M-121 1933
 AX1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1287
 AX1287  HISTORY     - Date     Condition        Report By
 AX1287  HISTORY     - 1933     MONUMENTED       CGS
 AX1287  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1287
 AX1287                          STATION DESCRIPTION
 AX1287
 AX1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1287'1.3 MI S FROM FLATONIA.
 AX1287'ALONG THE TEXAS AND NEW ORLEANS R.R. 3 POLES SOUTH OF M.P. 28 AND 12
 AX1287'FT. WEST OF THE CENTERLINE OF THE TRACKS IN THE NORTH END OF THE WEST
 AX1287'WINGWALL OF BRIDGE NO. 27 D.
 AX1287
 AX1287                          STATION RECOVERY (1997)
 AX1287
 AX1287'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1085 ***********************************************************************
 AW1085  DESIGNATION -  M 1210
 AW1085  PID         -  AW1085
 AW1085  STATE/COUNTY-  TX/HARRIS
 AW1085  USGS QUAD   -  LEAGUE CITY (1995)
 AW1085
 AW1085                         *CURRENT SURVEY CONTROL
 AW1085  ___________________________________________________________________
 AW1085* NAD 83(1986)-  29 32 25.     (N)    095 07 13.     (W)     SCALED    
 AW1085* NAVD 88     -         7.59   (+/-2cm)      24.9    (feet)  VERTCON   
 AW1085  ___________________________________________________________________
 AW1085  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1085  OBS GRAVITY -     979,273.5   (mgal)                       GRAV_OBS
 AW1085
 AW1085  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1085
 AW1085.The horizontal coordinates were scaled from a topographic map and have
 AW1085.an estimated accuracy of +/- 6 seconds.
 AW1085
 AW1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1085.The vertical order pertains to the NGVD 29 superseded value.
 AW1085
 AW1085.The geoid height was determined by GEOID03.
 AW1085.The observed gravity was obtained from relative gravimeter ties
 AW1085.to the IGSN71 gravity network.
 AW1085
 AW1085;                    North         East    Units  Estimated Accuracy
 AW1085;SPC TXSC     - 4,195,410.      975,940.      MT  (+/- 180 meters Scaled)
 AW1085
 AW1085                          SUPERSEDED SURVEY CONTROL
 AW1085
 AW1085  NGVD 29 (??/??/92)    7.588  (m)           24.89   (f) ADJ UNCH    1 1
 AW1085
 AW1085.Superseded values are not recommended for survey control.
 AW1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1085.See file dsdata.txt to determine how the superseded data were derived.
 AW1085
 AW1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945697(NAD 83)
 AW1085_MARKER: DB = BENCH MARK DISK
 AW1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1085_STAMPING: M 1210 1973
 AW1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1085+STABILITY: SURFACE MOTION
 AW1085
 AW1085  HISTORY     - Date     Condition        Report By
 AW1085  HISTORY     - 1973     MONUMENTED       NGS
 AW1085  HISTORY     - 1974     GOOD             LOCENG
 AW1085  HISTORY     - 1976     GOOD             NGS
 AW1085  HISTORY     - 1976     GOOD             NGS
 AW1085  HISTORY     - 1978     GOOD             NGS
 AW1085  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW1085  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW1085  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1085  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1085  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1085  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1085  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1085  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1085  HISTORY     - 19870120 MARK NOT FOUND   USPSQD
 AW1085  HISTORY     - 1988     GOOD             USPSQD
 AW1085  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1085  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1085  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1085  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1085  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW1085
 AW1085                          STATION DESCRIPTION
 AW1085
 AW1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1085'IN WEBSTER.
 AW1085'AT WEBSTER, 0.2 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 3 AND
 AW1085'NASA BOULEVARD, AT THE GALVESTON, HOUSTON AND HENDERSON RAILROAD
 AW1085'STATION, 31.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 AW1085'45 FEET NORTHEAST OF THE NORTHEAST LANES OF STATE HIGHWAY 3, 81.0 FEET
 AW1085'NORTHWEST OF THE WEST CORNER OF THE BRICK RAILROAD STATION, 1.5 FEET
 AW1085'NORTHWEST OF A TELEPHONE POLE, 17.5 FEET EAST-NORTHEAST OF THE CENTER
 AW1085'OF THE NORTHWEST END OF AN 18-INCH CONCRETE PIPE CULVERT, A DISK ON
 AW1085'THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO THE DEPTH OF 24
 AW1085'FEET.  THE TOP PORTION IS ENCASED IN A CONCRETE POST AND PROJECTS
 AW1085'ABOUT 0.1 FOOT ABOVE THE GROUND.
 AW1085
 AW1085                          STATION RECOVERY (1974)
 AW1085
 AW1085'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW1085'RECOVERED IN GOOD CONDITION.
 AW1085
 AW1085                          STATION RECOVERY (1976)
 AW1085
 AW1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1085'RECOVERED IN GOOD CONDITION.
 AW1085
 AW1085                          STATION RECOVERY (1976)
 AW1085
 AW1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1085'RECOVERED IN GOOD CONDITION.
 AW1085
 AW1085                          STATION RECOVERY (1978)
 AW1085
 AW1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1085'RECOVERED IN GOOD CONDITION.
 AW1085
 AW1085                          STATION RECOVERY (1983)
 AW1085
 AW1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1085'NOT RECOVERED, CONSIDERED DESTROYED.  A RAILROAD BUILDING APPEARS TO
 AW1085'BE SITTING DIRECTLY OVER THE BENCH MARK LOCATION.
 AW1085
 AW1085                          STATION RECOVERY (1983)
 AW1085
 AW1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1085'NOT RECOVERED, APPEARS THE GALVESTON, HOUSTON HENDERSON RAILROAD
 AW1085'EQUIPMENT AND WORK SHOP HAS BEEN BUILT OVER THE MARK SITE, CONSIDERED
 AW1085'DESTROYED.
 AW1085
 AW1085                          STATION RECOVERY (1987)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1085'MARK NOT FOUND.
 AW1085
 AW1085                          STATION RECOVERY (1987)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1085'MARK NOT FOUND.
 AW1085
 AW1085                          STATION RECOVERY (1987)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1085'MARK NOT FOUND.
 AW1085
 AW1085                          STATION RECOVERY (1987)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1085'MARK NOT FOUND.
 AW1085
 AW1085                          STATION RECOVERY (1987)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1085'MARK NOT FOUND.
 AW1085
 AW1085                          STATION RECOVERY (1987)
 AW1085
 AW1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1085'MARK NOT FOUND.
 AW1085
 AW1085                          STATION RECOVERY (1987)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW1085'MARK NOT FOUND.
 AW1085
 AW1085                          STATION RECOVERY (1988)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1085'RECOVERED IN GOOD CONDITION.
 AW1085
 AW1085                          STATION RECOVERY (1988)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1085'MARK NOT FOUND.
 AW1085
 AW1085                          STATION RECOVERY (1988)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1085'MARK NOT FOUND.
 AW1085
 AW1085                          STATION RECOVERY (1989)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1085'MARK NOT FOUND.
 AW1085
 AW1085                          STATION RECOVERY (1993)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1085'MARK NOT FOUND.
 AW1085
 AW1085                          STATION RECOVERY (2005)
 AW1085
 AW1085'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0304 ***********************************************************************
 AW0304  DESIGNATION -  M 1211
 AW0304  PID         -  AW0304
 AW0304  STATE/COUNTY-  TX/HARRIS
 AW0304  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0304
 AW0304                         *CURRENT SURVEY CONTROL
 AW0304  ___________________________________________________________________
 AW0304* NAD 83(1986)-  29 47 02.     (N)    095 31 55.     (W)     SCALED    
 AW0304* NAVD 88     -        25.495  (meters)      83.64   (feet)  ADJUSTED  
 AW0304  ___________________________________________________________________
 AW0304  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0304  DYNAMIC HT  -          25.460 (meters)      83.53  (feet)  COMP
 AW0304  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AW0304
 AW0304  VERT ORDER  -  FIRST     CLASS I
 AW0304
 AW0304.The horizontal coordinates were scaled from a topographic map and have
 AW0304.an estimated accuracy of +/- 6 seconds.
 AW0304
 AW0304.The orthometric height was determined by differential leveling
 AW0304.and adjusted by the National Geodetic Survey in June 1991..
 AW0304
 AW0304.The geoid height was determined by GEOID03.
 AW0304
 AW0304.The dynamic height is computed by dividing the NAVD 88
 AW0304.geopotential number by the normal gravity value computed on the
 AW0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0304.degrees latitude (g = 980.6199 gals.).
 AW0304
 AW0304.The modeled gravity was interpolated from observed gravity values.
 AW0304
 AW0304;                    North         East    Units  Estimated Accuracy
 AW0304;SPC TXSC     - 4,221,150.      935,260.      MT  (+/- 180 meters Scaled)
 AW0304
 AW0304                          SUPERSEDED SURVEY CONTROL
 AW0304
 AW0304  NGVD 29 (12/23/87)   25.489  (m)           83.63   (f) ADJUSTED    1 1
 AW0304
 AW0304.Superseded values are not recommended for survey control.
 AW0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0304.See file dsdata.txt to determine how the superseded data were derived.
 AW0304
 AW0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN552975(NAD 83)
 AW0304_MARKER: DB = BENCH MARK DISK
 AW0304_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0304_SP_SET: OVERPASS PIER
 AW0304_STAMPING: M 1211 1973
 AW0304_MARK LOGO: NGS   
 AW0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0304+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW0304
 AW0304  HISTORY     - Date     Condition        Report By
 AW0304  HISTORY     - 1973     MONUMENTED       NGS
 AW0304  HISTORY     - 1976     GOOD             NGS
 AW0304  HISTORY     - 1976     GOOD             NGS
 AW0304  HISTORY     - 1978     GOOD             NGS
 AW0304  HISTORY     - 1983     GOOD             NGS
 AW0304  HISTORY     - 1986     GOOD             NGS
 AW0304  HISTORY     - 1987     GOOD             USPSQD
 AW0304  HISTORY     - 1989     GOOD             USPSQD
 AW0304  HISTORY     - 1990     GOOD             USPSQD
 AW0304  HISTORY     - 19940625 GOOD             USPSQD
 AW0304  HISTORY     - 20020103 GOOD             USPSQD
 AW0304  HISTORY     - 20040413 GOOD             USPSQD
 AW0304
 AW0304                          STATION DESCRIPTION
 AW0304
 AW0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0304'6.7 MI E FROM ADDICKS.
 AW0304'ABOUT 6.7 MILES EAST ALONG THE MISSOURI-KANSAS AND TEXAS RAILROAD FROM
 AW0304'THE OVERPASS OVER STATE HIGHWAY 6 AT ADDICKS, AT INTERSTATE 10
 AW0304'OVERPASS OVER BUNKER HILL ROAD, 35 FEET EAST OF THE CENTER LINE OF THE
 AW0304'NORTH EASTBOUND LANE OF BUNKER HILL ROAD, 34 1/2 FEET NORTH OF THE
 AW0304'CENTER LINE OF THE EASTBOUND LANE OF KATY FREEWAY, SET VERTICALLY IN
 AW0304'THE EAST FACE OF THE SOUTHERNMOST ONE OF SIX CONCRETE COLUMNS
 AW0304'SUPPORTING THE OVERPASS AND 3.0 FEET ABOVE THE LEVEL OF THE GROUND.
 AW0304'THIS IS AT THE SMALL COMMUNITY OF HEDWIG VILLAGE.
 AW0304
 AW0304                          STATION RECOVERY (1976)
 AW0304
 AW0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0304'RECOVERED IN GOOD CONDITION.
 AW0304
 AW0304                          STATION RECOVERY (1976)
 AW0304
 AW0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0304'RECOVERED IN GOOD CONDITION.
 AW0304
 AW0304                          STATION RECOVERY (1978)
 AW0304
 AW0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0304'RECOVERED IN GOOD CONDITION.
 AW0304
 AW0304                          STATION RECOVERY (1983)
 AW0304
 AW0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0304'RECOVERED IN GOOD CONDITION.
 AW0304
 AW0304                          STATION RECOVERY (1986)
 AW0304
 AW0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0304'RECOVERED IN GOOD CONDITION.
 AW0304
 AW0304                          STATION RECOVERY (1987)
 AW0304
 AW0304'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0304'RECOVERED IN GOOD CONDITION.
 AW0304
 AW0304                          STATION RECOVERY (1989)
 AW0304
 AW0304'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0304'RECOVERED IN GOOD CONDITION.
 AW0304
 AW0304                          STATION RECOVERY (1990)
 AW0304
 AW0304'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AW0304'RECOVERED IN GOOD CONDITION.
 AW0304
 AW0304                          STATION RECOVERY (1994)
 AW0304
 AW0304'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0304'RECOVERED IN GOOD CONDITION.
 AW0304
 AW0304                          STATION RECOVERY (2002)
 AW0304
 AW0304'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0304' 
 AW0304' 
 AW0304
 AW0304                          STATION RECOVERY (2004)
 AW0304
 AW0304'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4691 ***********************************************************************
 AW4691  DESIGNATION -  M 1212
 AW4691  PID         -  AW4691
 AW4691  STATE/COUNTY-  TX/FORT BEND
 AW4691  USGS QUAD   -  RICHMOND NE (1980)
 AW4691
 AW4691                         *CURRENT SURVEY CONTROL
 AW4691  ___________________________________________________________________
 AW4691* NAD 83(1986)-  29 37 53.     (N)    095 48 38.     (W)     SCALED    
 AW4691* NAVD 88     -        28.425  (meters)      93.26   (feet)  ADJUSTED  
 AW4691  ___________________________________________________________________
 AW4691  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4691  DYNAMIC HT  -          28.385 (meters)      93.13  (feet)  COMP
 AW4691  MODELED GRAV-     979,268.4   (mgal)                       NAVD 88
 AW4691
 AW4691  VERT ORDER  -  FIRST     CLASS II
 AW4691
 AW4691.The horizontal coordinates were scaled from a topographic map and have
 AW4691.an estimated accuracy of +/- 6 seconds.
 AW4691
 AW4691.The orthometric height was determined by differential leveling
 AW4691.and adjusted by the National Geodetic Survey in June 1991..
 AW4691
 AW4691.The geoid height was determined by GEOID03.
 AW4691
 AW4691.The dynamic height is computed by dividing the NAVD 88
 AW4691.geopotential number by the normal gravity value computed on the
 AW4691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4691.degrees latitude (g = 980.6199 gals.).
 AW4691
 AW4691.The modeled gravity was interpolated from observed gravity values.
 AW4691
 AW4691;                    North         East    Units  Estimated Accuracy
 AW4691;SPC TXSC     - 4,203,480.      908,790.      MT  (+/- 180 meters Scaled)
 AW4691
 AW4691                          SUPERSEDED SURVEY CONTROL
 AW4691
 AW4691  NGVD 29 (12/23/87)   28.419  (m)           93.24   (f) ADJUSTED    1 2
 AW4691
 AW4691.Superseded values are not recommended for survey control.
 AW4691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4691.See file dsdata.txt to determine how the superseded data were derived.
 AW4691
 AW4691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN278812(NAD 83)
 AW4691_MARKER: DB = BENCH MARK DISK
 AW4691_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4691_SP_SET: CULVERT HEADWALL
 AW4691_STAMPING: M 1212 1973
 AW4691_MARK LOGO: NGS   
 AW4691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4691+STABILITY: SURFACE MOTION
 AW4691
 AW4691  HISTORY     - Date     Condition        Report By
 AW4691  HISTORY     - 1973     MONUMENTED       NGS
 AW4691  HISTORY     - 1986     GOOD             NGS
 AW4691  HISTORY     - 1988     GOOD             USPSQD
 AW4691  HISTORY     - 1990     GOOD             USPSQD
 AW4691  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4691
 AW4691                          STATION DESCRIPTION
 AW4691
 AW4691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4691'5.2 MI N FROM ROSENGERG.
 AW4691'0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4691'THE STATION AT ROSENBERG, THENCE 4.95 MILES NORTH ALONG FARM ROAD 723,
 AW4691'AT THE SOUTHEAST CORNER OF THE JUNCTION OF FARM ROAD 359, IN THE TOP
 AW4691'AND 0.8 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 AW4691'LARGE CONCRETE BOX CULVERT, 48 1/2 FEET EAST OF THE CENTER LINE OF
 AW4691'FARM ROAD 723, 30 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 359, AND
 AW4691'ABOUT LEVEL WITH THE ROADS.
 AW4691
 AW4691                          STATION RECOVERY (1986)
 AW4691
 AW4691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4691'RECOVERED IN GOOD CONDITION.
 AW4691
 AW4691                          STATION RECOVERY (1988)
 AW4691
 AW4691'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4691'RECOVERED IN GOOD CONDITION.
 AW4691
 AW4691                          STATION RECOVERY (1990)
 AW4691
 AW4691'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4691'RECOVERED IN GOOD CONDITION.
 AW4691
 AW4691                          STATION RECOVERY (1995)
 AW4691
 AW4691'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2378 ***********************************************************************
 AW2378  DESIGNATION -  M 1213
 AW2378  PID         -  AW2378
 AW2378  STATE/COUNTY-  TX/FORT BEND
 AW2378  USGS QUAD   -  MISSOURI CITY (1995)
 AW2378
 AW2378                         *CURRENT SURVEY CONTROL
 AW2378  ___________________________________________________________________
 AW2378* NAD 83(1986)-  29 30 41.     (N)    095 31 34.     (W)     SCALED    
 AW2378* NAVD 88     -        19.63   (+/-2cm)      64.4    (feet)  VERTCON   
 AW2378  ___________________________________________________________________
 AW2378  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2378
 AW2378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2378
 AW2378.The horizontal coordinates were scaled from a topographic map and have
 AW2378.an estimated accuracy of +/- 6 seconds.
 AW2378
 AW2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2378.The vertical order pertains to the NGVD 29 superseded value.
 AW2378
 AW2378.The geoid height was determined by GEOID03.
 AW2378
 AW2378;                    North         East    Units  Estimated Accuracy
 AW2378;SPC TXSC     - 4,190,970.      936,720.      MT  (+/- 180 meters Scaled)
 AW2378
 AW2378                          SUPERSEDED SURVEY CONTROL
 AW2378
 AW2378  NGVD 29 (??/??/92)   19.624  (m)           64.38   (f) ADJ UNCH    2 0
 AW2378
 AW2378.Superseded values are not recommended for survey control.
 AW2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2378.See file dsdata.txt to determine how the superseded data were derived.
 AW2378
 AW2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN551673(NAD 83)
 AW2378_MARKER: DB = BENCH MARK DISK
 AW2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2378_STAMPING: M 1213 1973
 AW2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2378+STABILITY: SURFACE MOTION
 AW2378
 AW2378  HISTORY     - Date     Condition        Report By
 AW2378  HISTORY     - 1973     MONUMENTED       NGS
 AW2378  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2378  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2378  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2378  HISTORY     - 19940814 GOOD             USPSQD
 AW2378  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 AW2378  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2378
 AW2378                          STATION DESCRIPTION
 AW2378
 AW2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2378'10.65 MI SE FROM SUGAR LAND.
 AW2378'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2378'HIGHWAY 59 AT SUGAR LAND, THENCE 7.3 MILES SOUTHEAST ALONG STATE
 AW2378'HIGHWAY 6, THENCE 2.2 MILES SOUTHEAST ALONG MC KEEVER ROAD, 1.0 MILE
 AW2378'NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM BENCH MARK L 1213,
 AW2378'AT A POINT WHERE THE MISSOURI PACIFIC RAILROAD CROSSES THE ROAD, 134
 AW2378'FEET NORTHEAST OF THE CENTER OF THE CROSSING, 31 FEET NORTHEAST OF THE
 AW2378'CENTER LINE OF THE ROAD, 26.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 AW2378'184 FEET NORTHEAST OF BENCH MARK P 1214, 21.9 FEET SOUTHWEST OF THE
 AW2378'SOUTHWEST END OF THE WOODEN ABUTMENT OF A RAILROAD BRIDGE OVER SYSTEM
 AW2378'B CANAL, 35.5 FEET SOUTH OF THE SOUTH CORNER OF THE BRIDGE, 1.6 FEET
 AW2378'NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, ABOUT
 AW2378'1 FOOT HIGHER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW2378'COATED ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF 76 FEET. THE UPPER
 AW2378'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST FLUSH WITH THE
 AW2378'GROUND.
 AW2378
 AW2378                          STATION RECOVERY (1978)
 AW2378
 AW2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2378'NOT RECOVERED.  NOTE=THERE HAS BEEN A SMALL ROAD BULLDOZED TO THE
 AW2378'RAILROAD TRACKS AT LOCATION DESCRIBED.
 AW2378
 AW2378                          STATION RECOVERY (1987)
 AW2378
 AW2378'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2378'MARK NOT FOUND.
 AW2378
 AW2378                          STATION RECOVERY (1987)
 AW2378
 AW2378'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2378'MARK NOT FOUND.
 AW2378
 AW2378                          STATION RECOVERY (1994)
 AW2378
 AW2378'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2378'RECOVERED IN GOOD CONDITION.
 AW2378
 AW2378                          STATION RECOVERY (2004)
 AW2378
 AW2378'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2378'RAIL ROAD IS GONE AND THE AREA HAS BEEN GRADED.
 AW2378
 AW2378                          STATION RECOVERY (2005)
 AW2378
 AW2378'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2364 ***********************************************************************
 AW2364  DESIGNATION -  M 1214
 AW2364  PID         -  AW2364
 AW2364  STATE/COUNTY-  TX/FORT BEND
 AW2364  USGS QUAD   -  MISSOURI CITY (1995)
 AW2364
 AW2364                         *CURRENT SURVEY CONTROL
 AW2364  ___________________________________________________________________
 AW2364* NAD 83(1986)-  29 32 05.     (N)    095 32 18.     (W)     SCALED    
 AW2364* NAVD 88     -        19.841  (meters)      65.09   (feet)  ADJUSTED  
 AW2364  ___________________________________________________________________
 AW2364  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2364  DYNAMIC HT  -          19.814 (meters)      65.01  (feet)  COMP
 AW2364  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 AW2364
 AW2364  VERT ORDER  -  FIRST     CLASS II
 AW2364
 AW2364.The horizontal coordinates were scaled from a topographic map and have
 AW2364.an estimated accuracy of +/- 6 seconds.
 AW2364
 AW2364.The orthometric height was determined by differential leveling
 AW2364.and adjusted by the National Geodetic Survey in June 1991..
 AW2364
 AW2364.The geoid height was determined by GEOID03.
 AW2364
 AW2364.The dynamic height is computed by dividing the NAVD 88
 AW2364.geopotential number by the normal gravity value computed on the
 AW2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2364.degrees latitude (g = 980.6199 gals.).
 AW2364
 AW2364.The modeled gravity was interpolated from observed gravity values.
 AW2364
 AW2364;                    North         East    Units  Estimated Accuracy
 AW2364;SPC TXSC     - 4,193,520.      935,460.      MT  (+/- 180 meters Scaled)
 AW2364
 AW2364                          SUPERSEDED SURVEY CONTROL
 AW2364
 AW2364  NGVD 29 (12/23/87)   19.837  (m)           65.08   (f) ADJUSTED    1 2
 AW2364
 AW2364.Superseded values are not recommended for survey control.
 AW2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2364.See file dsdata.txt to determine how the superseded data were derived.
 AW2364
 AW2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN540699(NAD 83)
 AW2364_MARKER: DB = BENCH MARK DISK
 AW2364_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW2364+WITH SETTING: INTO GROUND
 AW2364_SP_SET: METAL ROD WITH BASE PLATE
 AW2364_STAMPING: M 1214 1973
 AW2364_MARK LOGO: NGS   
 AW2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2364+STABILITY: SURFACE MOTION
 AW2364
 AW2364  HISTORY     - Date     Condition        Report By
 AW2364  HISTORY     - 1973     MONUMENTED       NGS
 AW2364  HISTORY     - 1978     GOOD             NGS
 AW2364  HISTORY     - 1986     GOOD             NGS
 AW2364  HISTORY     - 1987     GOOD             USPSQD
 AW2364  HISTORY     - 1987     POOR             USPSQD
 AW2364  HISTORY     - 1989     GOOD             USPSQD
 AW2364  HISTORY     - 19931204 POOR             USPSQD
 AW2364  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2364  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 AW2364  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2364
 AW2364                          STATION DESCRIPTION
 AW2364
 AW2364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2364'8.9 MI SE FROM SUGAR LAND.
 AW2364'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2364'HIGHWAY 59 AT SUGAR LAND, THENCE 7.3 MILES SOUTHEAST ALONG STATE
 AW2364'HIGHWAY 6, THENCE 0.45 MILE SOUTHEAST ALONG MC KEEVER ROAD, AT THE
 AW2364'JUNCTION OF TRAMMELL-FRISNO ROAD EAST, 35 1/2 FEET SOUTHWEST OF THE
 AW2364'CENTER LINE OF MC KEEVER ROAD, 23 FEET NORTH OF THE EXTENDED CENTER
 AW2364'LINE OF THE ROAD EAST, 24 1/2 FEET NORTHWEST OF THE NORTHWEST END OF A
 AW2364'METAL GATE, 2 FEET NORTHWEST OF A JUNCTION POWER POLE WITH TWO GUY
 AW2364'WIRES, 1.1 FEET SOUTHEAST OF A WITNESS POST, 2.4 FEET NORTHEAST OF A
 AW2364'FENCE, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 AW2364'COPPER COATED ROD WHICH IS 4 FEET LONG WITH A BASE PLATE ATTACHED. THE
 AW2364'UPPER PORTION OF THE ROD IS ENCASED IN A 5-INCH PIPE PROJECTING 0.1
 AW2364'FOOT ABOVE THE GROUND.
 AW2364
 AW2364                          STATION RECOVERY (1978)
 AW2364
 AW2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2364'RECOVERED.  NOTE=SHOULD READ FROM JUNCTION OF U.S. HIGHWAY 90 ALTERNAT
 AW2364'INSTEAD OF U.S. HIGHWAY 59.
 AW2364
 AW2364                          STATION RECOVERY (1986)
 AW2364
 AW2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2364'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION AND 1978 RECOVERY
 AW2364'NOTES ARE ADEQUATE EXCEPT ADD 0.9 METER (3.0 FT) NORTH OF POWER POLE
 AW2364'1931.
 AW2364'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW2364
 AW2364                          STATION RECOVERY (1987)
 AW2364
 AW2364'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2364'RECOVERED IN GOOD CONDITION.
 AW2364
 AW2364                          STATION RECOVERY (1987)
 AW2364
 AW2364'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2364'MARK RECOVERED IN POOR CONDITION.
 AW2364
 AW2364                          STATION RECOVERY (1989)
 AW2364
 AW2364'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2364'RECOVERED IN GOOD CONDITION.
 AW2364
 AW2364                          STATION RECOVERY (1993)
 AW2364
 AW2364'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2364'MARK RECOVERED IN POOR CONDITION.
 AW2364
 AW2364                          STATION RECOVERY (2004)
 AW2364
 AW2364'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2364'MARK NOT FOUND.
 AW2364
 AW2364                          STATION RECOVERY (2004)
 AW2364
 AW2364'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2364'ROAD HAS BEEN WIDENED.
 AW2364
 AW2364                          STATION RECOVERY (2005)
 AW2364
 AW2364'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0264 ***********************************************************************
 AW0264  DESIGNATION -  M 1215
 AW0264  PID         -  AW0264
 AW0264  STATE/COUNTY-  TX/HARRIS
 AW0264  USGS QUAD   -  ADDICKS (1995)
 AW0264
 AW0264                         *CURRENT SURVEY CONTROL
 AW0264  ___________________________________________________________________
 AW0264* NAD 83(1986)-  29 47 09.     (N)    095 43 19.     (W)     SCALED    
 AW0264* NAVD 88     -        35.925  (meters)     117.86   (feet)  ADJUSTED  
 AW0264  ___________________________________________________________________
 AW0264  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW0264  DYNAMIC HT  -          35.876 (meters)     117.70  (feet)  COMP
 AW0264  MODELED GRAV-     979,277.0   (mgal)                       NAVD 88
 AW0264  OBS GRAVITY -     979,278.4   (mgal)                       GRAV_OBS
 AW0264
 AW0264  VERT ORDER  -  FIRST     CLASS I
 AW0264
 AW0264.The horizontal coordinates were scaled from a topographic map and have
 AW0264.an estimated accuracy of +/- 6 seconds.
 AW0264
 AW0264.The orthometric height was determined by differential leveling
 AW0264.and adjusted by the National Geodetic Survey in June 1991..
 AW0264
 AW0264.The geoid height was determined by GEOID03.
 AW0264
 AW0264.The dynamic height is computed by dividing the NAVD 88
 AW0264.geopotential number by the normal gravity value computed on the
 AW0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0264.degrees latitude (g = 980.6199 gals.).
 AW0264
 AW0264.The modeled gravity was interpolated from observed gravity values.
 AW0264.The observed gravity was obtained from relative gravimeter ties
 AW0264.to the IGSN71 gravity network.
 AW0264
 AW0264;                    North         East    Units  Estimated Accuracy
 AW0264;SPC TXSC     - 4,220,830.      916,890.      MT  (+/- 180 meters Scaled)
 AW0264
 AW0264                          SUPERSEDED SURVEY CONTROL
 AW0264
 AW0264  NGVD 29 (12/23/87)   35.915  (m)          117.83   (f) ADJUSTED    1 1
 AW0264
 AW0264.Superseded values are not recommended for survey control.
 AW0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0264.See file dsdata.txt to determine how the superseded data were derived.
 AW0264
 AW0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN368981(NAD 83)
 AW0264_MARKER: DB = BENCH MARK DISK
 AW0264_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0264_SP_SET: COPPER-CLAD STEEL ROD
 AW0264_STAMPING: M 1215 1973
 AW0264_MARK LOGO: NGS   
 AW0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0264+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW0264
 AW0264  HISTORY     - Date     Condition        Report By
 AW0264  HISTORY     - 1973     MONUMENTED       NGS
 AW0264  HISTORY     - 1976     GOOD             NGS
 AW0264  HISTORY     - 1976     GOOD             NGS
 AW0264  HISTORY     - 1978     GOOD             NGS
 AW0264  HISTORY     - 1986     GOOD             NGS
 AW0264  HISTORY     - 19950905 GOOD             USPSQD
 AW0264  HISTORY     - 20040413 GOOD             USPSQD
 AW0264
 AW0264                          STATION DESCRIPTION
 AW0264
 AW0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0264'4.55 MI W FROM ADDICKS.
 AW0264'ABOUT 4.55 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0264'THE RAILROAD OVERPASS OVER STATE HWY. 6, ABOUT 0.15 MILE WEST OF FRY
 AW0264'RD., 38 FEET SOUTH OF THE SOUTH RAIL, 54.2 FEET NORTH OF THE CENTER
 AW0264'LINE OF THE ACCESS ROAD, 2.2 FEET EAST OF A LARGE POWER POLE WITH A
 AW0264'TRANSFORMER, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 AW0264'THE LEVEL OF THE TRACKS, AND IS A DISK SET IN THE TOP OF A 5/8-INCH
 AW0264'COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH STEEL PIPE FLUSH
 AW0264'WITH THE GROUND.  THE ROD WAS DRIVEN AT REFUSAL TO A DEPTH OF 79 FEET.
 AW0264
 AW0264                          STATION RECOVERY (1976)
 AW0264
 AW0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0264'RECOVERED IN GOOD CONDITION.
 AW0264
 AW0264                          STATION RECOVERY (1976)
 AW0264
 AW0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0264'RECOVERED IN GOOD CONDITION.
 AW0264
 AW0264                          STATION RECOVERY (1978)
 AW0264
 AW0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0264'RECOVERED IN GOOD CONDITION.
 AW0264
 AW0264                          STATION RECOVERY (1986)
 AW0264
 AW0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0264'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--11.1
 AW0264'M (36.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BASE OF A STEEL
 AW0264'LIGHT POLE.  DELETE--2.2 FEET EAST OF A LARGE POWER POLE WITH A
 AW0264'TRANSFORMER.
 AW0264
 AW0264                          STATION RECOVERY (1995)
 AW0264
 AW0264'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0264'RECOVERED IN GOOD CONDITION.
 AW0264
 AW0264                          STATION RECOVERY (2004)
 AW0264
 AW0264'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1591 ***********************************************************************
 BL1591  DESIGNATION -  M 1216
 BL1591  PID         -  BL1591
 BL1591  STATE/COUNTY-  TX/HARRIS
 BL1591  USGS QUAD   -  ROSE HILL (1980)
 BL1591
 BL1591                         *CURRENT SURVEY CONTROL
 BL1591  ___________________________________________________________________
 BL1591* NAD 83(1986)-  30 04 46.     (N)    095 44 33.     (W)     SCALED    
 BL1591* NAVD 88     -        69.613  (meters)     228.39   (feet)  ADJUSTED  
 BL1591  ___________________________________________________________________
 BL1591  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL1591  DYNAMIC HT  -          69.518 (meters)     228.08  (feet)  COMP
 BL1591  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 BL1591
 BL1591  VERT ORDER  -  FIRST     CLASS II
 BL1591
 BL1591.The horizontal coordinates were scaled from a topographic map and have
 BL1591.an estimated accuracy of +/- 6 seconds.
 BL1591
 BL1591.The orthometric height was determined by differential leveling
 BL1591.and adjusted by the National Geodetic Survey in June 1991..
 BL1591
 BL1591.The geoid height was determined by GEOID03.
 BL1591
 BL1591.The dynamic height is computed by dividing the NAVD 88
 BL1591.geopotential number by the normal gravity value computed on the
 BL1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1591.degrees latitude (g = 980.6199 gals.).
 BL1591
 BL1591.The modeled gravity was interpolated from observed gravity values.
 BL1591
 BL1591;                    North         East    Units  Estimated Accuracy
 BL1591;SPC TXSC     - 4,253,310.      914,000.      MT  (+/- 180 meters Scaled)
 BL1591
 BL1591                          SUPERSEDED SURVEY CONTROL
 BL1591
 BL1591  NGVD 29 (12/23/87)   69.606  (m)          228.37   (f) ADJUSTED    1 2
 BL1591
 BL1591.Superseded values are not recommended for survey control.
 BL1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1591.See file dsdata.txt to determine how the superseded data were derived.
 BL1591
 BL1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP356307(NAD 83)
 BL1591_MARKER: DB = BENCH MARK DISK
 BL1591_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1591+WITH SETTING: INFORMATION.
 BL1591_SP_SET: SHALLOW-SET METAL ROD
 BL1591_STAMPING: M 1216 1973
 BL1591_MARK LOGO: NGS   
 BL1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1591
 BL1591  HISTORY     - Date     Condition        Report By
 BL1591  HISTORY     - 1973     MONUMENTED       NGS
 BL1591  HISTORY     - 1978     GOOD             NGS
 BL1591  HISTORY     - 1986     GOOD             NGS
 BL1591
 BL1591                          STATION DESCRIPTION
 BL1591
 BL1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1591'8.15 MI W FROM TOMBALL.
 BL1591'ABOUT 8.15 MILES WEST ALONG WALLER-TOMBALL RD. FROM THE CROSSING OF
 BL1591'BURLINGTON-ROCK ISLAND RAILROAD, ABOUT 50 FEET SOUTH OF THE CENTER
 BL1591'LINE OF WALLER-TOMBALL RD., 1.5 FEET EAST OF CONCRETE HIGHWAY
 BL1591'RIGHT-OF-WAY MARKER POST, 0.8 FOOT NORTH OF A FENCE, 0.9 FOOT WEST OF
 BL1591'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK SET ON
 BL1591'TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD, AND
 BL1591'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.1 FOOT.
 BL1591
 BL1591                          STATION RECOVERY (1978)
 BL1591
 BL1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1591'RECOVERED IN GOOD CONDITION.
 BL1591
 BL1591                          STATION RECOVERY (1986)
 BL1591
 BL1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1591'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1591'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1226 ***********************************************************************
 BL1226  DESIGNATION -  M 1217
 BL1226  PID         -  BL1226
 BL1226  STATE/COUNTY-  TX/HARRIS
 BL1226  USGS QUAD   -  MAEDAN (1982)
 BL1226
 BL1226                         *CURRENT SURVEY CONTROL
 BL1226  ___________________________________________________________________
 BL1226* NAD 83(1986)-  30 00 26.     (N)    095 19 05.     (W)     SCALED    
 BL1226* NAVD 88     -        27.77   (+/-2cm)      91.1    (feet)  VERTCON   
 BL1226  ___________________________________________________________________
 BL1226  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1226
 BL1226  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1226
 BL1226.The horizontal coordinates were scaled from a topographic map and have
 BL1226.an estimated accuracy of +/- 6 seconds.
 BL1226
 BL1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1226.The vertical order pertains to the NGVD 29 superseded value.
 BL1226
 BL1226.The geoid height was determined by GEOID03.
 BL1226
 BL1226;                    North         East    Units  Estimated Accuracy
 BL1226;SPC TXSC     - 4,246,520.      955,150.      MT  (+/- 180 meters Scaled)
 BL1226
 BL1226                          SUPERSEDED SURVEY CONTROL
 BL1226
 BL1226  NGVD 29 (??/??/92)   27.774  (m)           91.12   (f) ADJ UNCH    1 2
 BL1226
 BL1226.Superseded values are not recommended for survey control.
 BL1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1226.See file dsdata.txt to determine how the superseded data were derived.
 BL1226
 BL1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP764218(NAD 83)
 BL1226_MARKER: DB = BENCH MARK DISK
 BL1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1226_SP_SET: METAL BASE PLATE
 BL1226_STAMPING: M 1217 1973
 BL1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1226
 BL1226  HISTORY     - Date     Condition        Report By
 BL1226  HISTORY     - 1973     MONUMENTED       NGS
 BL1226  HISTORY     - 1976     MARK NOT FOUND   USGS
 BL1226  HISTORY     - 1978     GOOD             NGS
 BL1226  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1226  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 BL1226  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1226
 BL1226                          STATION DESCRIPTION
 BL1226
 BL1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1226'3.1 MI W FROM HUMBLE.
 BL1226'ABOUT 3.1 MILES WEST ALONG HIGHWAY FM 1960 FROM THE HIGHWAY 59
 BL1226'OVERPASS OVER FM 1960 AT HUMBLE, 46 FEET NORTH OF THE CENTER LINE OF
 BL1226'FM 1960, 2 1/2 FEET EAST OF A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE,
 BL1226'216 FEET EAST OF THE EAST POST OF A GATE.  A NGS DISK 1 FOOT WEST OF A
 BL1226'METAL WITNESS POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND ON
 BL1226'THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE
 BL1226'PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND ENCASED
 BL1226'IN A 6 IN. PIPE WHICH PROJECTS 3 INCHES.
 BL1226
 BL1226                          STATION RECOVERY (1976)
 BL1226
 BL1226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BL1226'MARK NOT FOUND.
 BL1226
 BL1226                          STATION RECOVERY (1978)
 BL1226
 BL1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1226'RECOVERED.  NOTE=OMIT FENCE AND GATE, ADD, 168 FEET EAST OF THE
 BL1226'ENTRANCE TO FOXWOOD AND 144 FEET EAST OF THE EAST CURB TO FOXWOOD
 BL1226'FOREST BLVD.
 BL1226
 BL1226                          STATION RECOVERY (1987)
 BL1226
 BL1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1226'THERE IS NOW A SERVICE STATION AT THIS LOCATION.
 BL1226
 BL1226                          STATION RECOVERY (1996)
 BL1226
 BL1226'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1226'MARK NOT FOUND.
 BL1226
 BL1226                          STATION RECOVERY (2004)
 BL1226
 BL1226'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0883 ***********************************************************************
 AW0883  DESIGNATION -  M 1218
 AW0883  PID         -  AW0883
 AW0883  STATE/COUNTY-  TX/HARRIS
 AW0883  USGS QUAD   -  SETTEGAST (1995)
 AW0883
 AW0883                         *CURRENT SURVEY CONTROL
 AW0883  ___________________________________________________________________
 AW0883* NAD 83(1986)-  29 45 02.     (N)    095 16 59.     (W)     SCALED    
 AW0883* NAVD 88     -        10.214  (meters)      33.51   (feet)  ADJUSTED  
 AW0883  ___________________________________________________________________
 AW0883  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW0883  DYNAMIC HT  -          10.201 (meters)      33.47  (feet)  COMP
 AW0883  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 AW0883  OBS GRAVITY -     979,289.1   (mgal)                       GRAV_OBS
 AW0883
 AW0883  VERT ORDER  -  FIRST     CLASS II
 AW0883
 AW0883.The horizontal coordinates were scaled from a topographic map and have
 AW0883.an estimated accuracy of +/- 6 seconds.
 AW0883
 AW0883.The orthometric height was determined by differential leveling
 AW0883.and adjusted by the National Geodetic Survey in June 1991..
 AW0883
 AW0883.The geoid height was determined by GEOID03.
 AW0883
 AW0883.The dynamic height is computed by dividing the NAVD 88
 AW0883.geopotential number by the normal gravity value computed on the
 AW0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0883.degrees latitude (g = 980.6199 gals.).
 AW0883
 AW0883.The modeled gravity was interpolated from observed gravity values.
 AW0883.The observed gravity was obtained from relative gravimeter ties
 AW0883.to the IGSN71 gravity network.
 AW0883
 AW0883;                    North         East    Units  Estimated Accuracy
 AW0883;SPC TXSC     - 4,218,190.      959,430.      MT  (+/- 180 meters Scaled)
 AW0883
 AW0883                          SUPERSEDED SURVEY CONTROL
 AW0883
 AW0883  NGVD 29 (12/23/87)   10.211  (m)           33.50   (f) ADJUSTED    1 2
 AW0883
 AW0883.Superseded values are not recommended for survey control.
 AW0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0883.See file dsdata.txt to determine how the superseded data were derived.
 AW0883
 AW0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN792933(NAD 83)
 AW0883_MARKER: DB = BENCH MARK DISK
 AW0883_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0883_SP_SET: COPPER-CLAD STEEL ROD
 AW0883_STAMPING: M 1218 1973
 AW0883_MARK LOGO: NGS   
 AW0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0883
 AW0883  HISTORY     - Date     Condition        Report By
 AW0883  HISTORY     - 1973     MONUMENTED       NGS
 AW0883  HISTORY     - 1978     GOOD             NGS
 AW0883  HISTORY     - 1986     GOOD             NGS
 AW0883  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0883  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0883  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0883  HISTORY     - 1989     GOOD             USPSQD
 AW0883
 AW0883                          STATION DESCRIPTION
 AW0883
 AW0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0883'IN HOUSTON.
 AW0883'AT HOUSTON ABOUT 72 YARDS (P) NORTHEAST OF THE CENTER OF THE
 AW0883'INTERSECTION OF MCCARTY ST. AND CLINTON DR., ABOUT 0.25 MILE NORTH OF
 AW0883'THE PORT TERMINAL BUILDING AT THE HOUSTON TURNING BASIN, 80 FEET
 AW0883'NORTHEAST OF THE NORTHEAST RAIL OF THE PORT TERMINAL RAILROAD, 40 FEET
 AW0883'SOUTH OF THE CENTER LINE OF BENNETT ST., 26 FEET EAST OF A CORNER
 AW0883'POST, 1 FOOT SOUTH OF A HIGH WOVEN WIRE FENCE, 1 FOOT WEST OF A WOODEN
 AW0883'WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK
 AW0883'SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD FLUSH WITH THE
 AW0883'GROUND, AND PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 1 INCH, THE
 AW0883'ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 AW0883
 AW0883                          STATION RECOVERY (1978)
 AW0883
 AW0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0883'RECOVERED IN GOOD CONDITION.
 AW0883
 AW0883                          STATION RECOVERY (1986)
 AW0883
 AW0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0883'RECOVERED IN GOOD CONDITION.
 AW0883
 AW0883                          STATION RECOVERY (1987)
 AW0883
 AW0883'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0883'MARK NOT FOUND.
 AW0883
 AW0883                          STATION RECOVERY (1988)
 AW0883
 AW0883'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0883'MARK NOT FOUND.
 AW0883
 AW0883                          STATION RECOVERY (1988)
 AW0883
 AW0883'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0883'MARK NOT FOUND.
 AW0883
 AW0883                          STATION RECOVERY (1989)
 AW0883
 AW0883'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4792 ***********************************************************************
 AW4792  DESIGNATION -  M 1219
 AW4792  PID         -  AW4792
 AW4792  STATE/COUNTY-  TX/FORT BEND
 AW4792  USGS QUAD   -  RICHMOND (1980)
 AW4792
 AW4792                         *CURRENT SURVEY CONTROL
 AW4792  ___________________________________________________________________
 AW4792* NAD 83(1986)-  29 31 28.     (N)    095 48 22.     (W)     SCALED    
 AW4792* NAVD 88     -        28.797  (meters)      94.48   (feet)  ADJUSTED  
 AW4792  ___________________________________________________________________
 AW4792  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW4792  DYNAMIC HT  -          28.757 (meters)      94.35  (feet)  COMP
 AW4792  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 AW4792
 AW4792  VERT ORDER  -  FIRST     CLASS II
 AW4792
 AW4792.The horizontal coordinates were scaled from a topographic map and have
 AW4792.an estimated accuracy of +/- 6 seconds.
 AW4792
 AW4792.The orthometric height was determined by differential leveling
 AW4792.and adjusted by the National Geodetic Survey in June 1991..
 AW4792
 AW4792.The geoid height was determined by GEOID03.
 AW4792
 AW4792.The dynamic height is computed by dividing the NAVD 88
 AW4792.geopotential number by the normal gravity value computed on the
 AW4792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4792.degrees latitude (g = 980.6199 gals.).
 AW4792
 AW4792.The modeled gravity was interpolated from observed gravity values.
 AW4792
 AW4792;                    North         East    Units  Estimated Accuracy
 AW4792;SPC TXSC     - 4,191,650.      909,550.      MT  (+/- 180 meters Scaled)
 AW4792
 AW4792                          SUPERSEDED SURVEY CONTROL
 AW4792
 AW4792  NGVD 29 (12/23/87)   28.794  (m)           94.47   (f) ADJUSTED    1 2
 AW4792
 AW4792.Superseded values are not recommended for survey control.
 AW4792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4792.See file dsdata.txt to determine how the superseded data were derived.
 AW4792
 AW4792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN280693(NAD 83)
 AW4792_MARKER: DB = BENCH MARK DISK
 AW4792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4792_SP_SET: CULVERT HEADWALL
 AW4792_STAMPING: M 1219 1973
 AW4792_MARK LOGO: NGS   
 AW4792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4792+STABILITY: SURFACE MOTION
 AW4792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW4792+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2005
 AW4792
 AW4792  HISTORY     - Date     Condition        Report By
 AW4792  HISTORY     - 1973     MONUMENTED       NGS
 AW4792  HISTORY     - 1986     GOOD             NGS
 AW4792  HISTORY     - 1987     GOOD             USPSQD
 AW4792  HISTORY     - 1988     GOOD             USPSQD
 AW4792  HISTORY     - 1990     POOR             USPSQD
 AW4792  HISTORY     - 19931204 GOOD             USPSQD
 AW4792  HISTORY     - 19991120 GOOD             USPSQD
 AW4792  HISTORY     - 20050128 GOOD             ENGLE
 AW4792
 AW4792                          STATION DESCRIPTION
 AW4792
 AW4792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4792'2.25 MI S FROM ROSENBERG.
 AW4792'2.25 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE FIRST BAPTIST CHURCH
 AW4792'AT ROSENBERG, 0.45 MILE NORTH OF THE JUNCTION OF BAND ROAD, IN THE TOP
 AW4792'AND 0.6 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 AW4792'5-CHANNEL CULVERT, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 AW4792'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 AW4792
 AW4792                          STATION RECOVERY (1986)
 AW4792
 AW4792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4792'RECOVERED IN GOOD CONDITION.
 AW4792
 AW4792                          STATION RECOVERY (1987)
 AW4792
 AW4792'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AW4792'RECOVERED IN GOOD CONDITION.
 AW4792
 AW4792                          STATION RECOVERY (1988)
 AW4792
 AW4792'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4792'RECOVERED IN GOOD CONDITION.
 AW4792
 AW4792                          STATION RECOVERY (1990)
 AW4792
 AW4792'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4792'MARK RECOVERED IN POOR CONDITION.
 AW4792
 AW4792                          STATION RECOVERY (1993)
 AW4792
 AW4792'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4792'RECOVERED IN GOOD CONDITION.
 AW4792
 AW4792                          STATION RECOVERY (1999)
 AW4792
 AW4792'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4792'RECOVERED IN GOOD CONDITION.
 AW4792
 AW4792                          STATION RECOVERY (2005)
 AW4792
 AW4792'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AW4792'THE VERY NORTH EDGE OF THE CONCRETE HEADWALL HAS BEEN KNOCKED OFF AND
 AW4792'THERE IS A SMALL DENT ON THE NORTHEASTERN EDGE OF THE BRASS DISK.
 AW4792'HOWEVER, OVERALL, THE DISK APPEARS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1616 ***********************************************************************
 AX1616  DESIGNATION -  M 122
 AX1616  PID         -  AX1616
 AX1616  STATE/COUNTY-  TX/DE WITT
 AX1616  USGS QUAD   -  EDGAR (1987)
 AX1616
 AX1616                         *CURRENT SURVEY CONTROL
 AX1616  ___________________________________________________________________
 AX1616* NAD 83(1986)-  29 14 29.     (N)    097 11 09.     (W)     SCALED    
 AX1616* NAVD 88     -        88.79   (+/-2cm)     291.3    (feet)  VERTCON   
 AX1616  ___________________________________________________________________
 AX1616  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX1616
 AX1616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1616
 AX1616.The horizontal coordinates were scaled from a topographic map and have
 AX1616.an estimated accuracy of +/- 6 seconds.
 AX1616
 AX1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1616.The vertical order pertains to the NGVD 29 superseded value.
 AX1616
 AX1616.The geoid height was determined by GEOID03.
 AX1616
 AX1616;                    North         East    Units  Estimated Accuracy
 AX1616;SPC TXSC     - 4,157,420.      776,330.      MT  (+/- 180 meters Scaled)
 AX1616
 AX1616                          SUPERSEDED SURVEY CONTROL
 AX1616
 AX1616  NGVD 29 (??/??/92)   88.789  (m)          291.30   (f) ADJ UNCH    2 0
 AX1616
 AX1616.Superseded values are not recommended for survey control.
 AX1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1616.See file dsdata.txt to determine how the superseded data were derived.
 AX1616
 AX1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT763360(NAD 83)
 AX1616_MARKER: DB = BENCH MARK DISK
 AX1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1616_STAMPING: M-122 1933
 AX1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1616+STABILITY: SURFACE MOTION
 AX1616
 AX1616  HISTORY     - Date     Condition        Report By
 AX1616  HISTORY     - 1933     MONUMENTED       CGS
 AX1616
 AX1616                          STATION DESCRIPTION
 AX1616
 AX1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1616'4.5 MI S FROM YOAKUM.
 AX1616'4.5 MILES SOUTH FROM THE STATION ALONG THE TEXAS AND NEW ORLEANS R.R.
 AX1616'10 POLES SOUTH OF M.P. 122 IN THE FENCE CORNER SOUTH OF PRIVATE
 AX1616'CROSSING AND 34.5 FT. WEST OF THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4143 ***********************************************************************
 AW4143  DESIGNATION -  M 1220
 AW4143  PID         -  AW4143
 AW4143  STATE/COUNTY-  TX/BRAZORIA
 AW4143  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4143
 AW4143                         *CURRENT SURVEY CONTROL
 AW4143  ___________________________________________________________________
 AW4143* NAD 83(1986)-  29 10 40.     (N)    095 40 25.     (W)     SCALED    
 AW4143* NAVD 88     -        11.33   (+/-2cm)      37.2    (feet)  VERTCON   
 AW4143  ___________________________________________________________________
 AW4143  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW4143
 AW4143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4143
 AW4143.The horizontal coordinates were scaled from a topographic map and have
 AW4143.an estimated accuracy of +/- 6 seconds.
 AW4143
 AW4143.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4143.The vertical order pertains to the NGVD 29 superseded value.
 AW4143
 AW4143.The geoid height was determined by GEOID03.
 AW4143
 AW4143;                    North         East    Units  Estimated Accuracy
 AW4143;SPC TXSC     - 4,153,600.      923,480.      MT  (+/- 180 meters Scaled)
 AW4143
 AW4143                          SUPERSEDED SURVEY CONTROL
 AW4143
 AW4143  NGVD 29 (??/??/92)   11.343  (m)           37.21   (f) ADJ UNCH    2 0
 AW4143
 AW4143.Superseded values are not recommended for survey control.
 AW4143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4143.See file dsdata.txt to determine how the superseded data were derived.
 AW4143
 AW4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN399306(NAD 83)
 AW4143_MARKER: DB = BENCH MARK DISK
 AW4143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4143_SP_SET: CULVERT
 AW4143_STAMPING: M 1220 1973
 AW4143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4143
 AW4143  HISTORY     - Date     Condition        Report By
 AW4143  HISTORY     - 1973     MONUMENTED       NGS
 AW4143  HISTORY     - 1987     GOOD             USPSQD
 AW4143  HISTORY     - 1987     GOOD             USPSQD
 AW4143  HISTORY     - 1988     GOOD             USPSQD
 AW4143  HISTORY     - 1989     GOOD             USPSQD
 AW4143  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4143
 AW4143                          STATION DESCRIPTION
 AW4143
 AW4143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4143'3.05 MI NW FROM WEST COLUMBIA.
 AW4143'3.05 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4143'HIGHWAY 35 AT WEST COLUMBIA, 0.05 MILE NORTHWEST OF THE JUNCTION OF
 AW4143'COUNTY ROAD 4, AT THE JUNCTION OF COUNTY ROAD 483, 24.5 FEET NORTHEAST
 AW4143'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP AND 1.5 FEET NORTHWEST
 AW4143'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A TRIPLE
 AW4143'BOX CULVERT, 34 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 AW4143'ABOUT LEVEL WITH THE HIGHWAY.
 AW4143
 AW4143                          STATION RECOVERY (1987)
 AW4143
 AW4143'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4143'RECOVERED IN GOOD CONDITION.
 AW4143
 AW4143                          STATION RECOVERY (1987)
 AW4143
 AW4143'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4143'RECOVERED IN GOOD CONDITION.
 AW4143
 AW4143                          STATION RECOVERY (1988)
 AW4143
 AW4143'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4143'RECOVERED IN GOOD CONDITION.
 AW4143
 AW4143                          STATION RECOVERY (1989)
 AW4143
 AW4143'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4143'RECOVERED IN GOOD CONDITION.
 AW4143
 AW4143                          STATION RECOVERY (1994)
 AW4143
 AW4143'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1751 ***********************************************************************
 AW1751  DESIGNATION -  M 1221
 AW1751  PID         -  AW1751
 AW1751  STATE/COUNTY-  TX/HARRIS
 AW1751  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW1751
 AW1751                         *CURRENT SURVEY CONTROL
 AW1751  ___________________________________________________________________
 AW1751* NAD 83(1986)-  29 47 38.     (N)    095 24 35.     (W)     SCALED    
 AW1751* NAVD 88     -        19.641  (meters)      64.44   (feet)  ADJUSTED  
 AW1751  ___________________________________________________________________
 AW1751  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW1751  DYNAMIC HT  -          19.614 (meters)      64.35  (feet)  COMP
 AW1751  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 AW1751
 AW1751  VERT ORDER  -  FIRST     CLASS II
 AW1751
 AW1751.The horizontal coordinates were scaled from a topographic map and have
 AW1751.an estimated accuracy of +/- 6 seconds.
 AW1751
 AW1751.The orthometric height was determined by differential leveling
 AW1751.and adjusted by the National Geodetic Survey in June 1991..
 AW1751
 AW1751.The geoid height was determined by GEOID03.
 AW1751
 AW1751.The dynamic height is computed by dividing the NAVD 88
 AW1751.geopotential number by the normal gravity value computed on the
 AW1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1751.degrees latitude (g = 980.6199 gals.).
 AW1751
 AW1751.The modeled gravity was interpolated from observed gravity values.
 AW1751
 AW1751;                    North         East    Units  Estimated Accuracy
 AW1751;SPC TXSC     - 4,222,610.      947,040.      MT  (+/- 180 meters Scaled)
 AW1751
 AW1751                          SUPERSEDED SURVEY CONTROL
 AW1751
 AW1751  NGVD 29 (12/23/87)   19.636  (m)           64.42   (f) ADJUSTED    1 2
 AW1751
 AW1751.Superseded values are not recommended for survey control.
 AW1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1751.See file dsdata.txt to determine how the superseded data were derived.
 AW1751
 AW1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN670983(NAD 83)
 AW1751_MARKER: DB = BENCH MARK DISK
 AW1751_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW1751+WITH SETTING: INFORMATION.
 AW1751_SP_SET: SHALLOW-SET METAL ROD
 AW1751_STAMPING: M 1221 1973
 AW1751_MARK LOGO: NGS   
 AW1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1751+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 AW1751
 AW1751  HISTORY     - Date     Condition        Report By
 AW1751  HISTORY     - 1973     MONUMENTED       NGS
 AW1751  HISTORY     - 1978     GOOD             NGS
 AW1751  HISTORY     - 1986     GOOD             NGS
 AW1751  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1751  HISTORY     - 20031127 GOOD             USPSQD
 AW1751
 AW1751                          STATION DESCRIPTION
 AW1751
 AW1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1751'0.75 MI N FROM HOUSTON.
 AW1751'ABOUT 0.75 MILE NORTH ALONG NORTH SHEPHERD DR. FROM THE CROSSING OF
 AW1751'THE MISSOURI-KANSAS-TEXAS RAILROAD, AT THE INTERSECTION OF NORTH
 AW1751'SHEPHERD DR. AND WEST 13TH STREET, SET IN THE NORTHWEST PORTION OF THE
 AW1751'WILLIAM GRASTON LOVE ELEMENTARY SCHOOL, 165.3 FEET NORTHWEST OF THE
 AW1751'NORTHWEST CORNER OF THE SCHOOL BUILDING, 47 1/2 FEET SOUTH OF THE
 AW1751'CENTER LINE OF WEST 13TH ST., 38 1/2 FEET EAST OF THE CENTER LINE OF
 AW1751'NORTH SHEPHERD DR., 1.8 FEET SOUTHEAST OF THE NORTHWEST CORNER POST OF
 AW1751'THE CHAIN LINK FENCE AROUND THE SCHOOL, ABOUT LEVEL WITH THE ROAD, AND
 AW1751'IS A DISK SET ON THE TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED
 AW1751'STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE FLUSH WITH THE GROUND.
 AW1751
 AW1751                          STATION RECOVERY (1978)
 AW1751
 AW1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1751'RECOVERED IN GOOD CONDITION.
 AW1751
 AW1751                          STATION RECOVERY (1986)
 AW1751
 AW1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1751'RECOVERED IN GOOD CONDITION.
 AW1751
 AW1751                          STATION RECOVERY (1987)
 AW1751
 AW1751'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1751'MARK NOT FOUND.
 AW1751
 AW1751                          STATION RECOVERY (2003)
 AW1751
 AW1751'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1751' 
 AW1751' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0682 ***********************************************************************
 BM0682  DESIGNATION -  M 1222
 BM0682  PID         -  BM0682
 BM0682  STATE/COUNTY-  TX/TRAVIS
 BM0682  USGS QUAD   -  OAK HILL (1988)
 BM0682
 BM0682                         *CURRENT SURVEY CONTROL
 BM0682  ___________________________________________________________________
 BM0682* NAD 83(1986)-  30 12 56.     (N)    097 45 07.     (W)     SCALED    
 BM0682* NAVD 88     -       203.828  (meters)     668.73   (feet)  ADJUSTED  
 BM0682  ___________________________________________________________________
 BM0682  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0682  DYNAMIC HT  -         203.549 (meters)     667.81  (feet)  COMP
 BM0682  MODELED GRAV-     979,267.1   (mgal)                       NAVD 88
 BM0682
 BM0682  VERT ORDER  -  FIRST     CLASS I
 BM0682
 BM0682.The horizontal coordinates were scaled from a topographic map and have
 BM0682.an estimated accuracy of +/- 6 seconds.
 BM0682
 BM0682.The orthometric height was determined by differential leveling
 BM0682.and adjusted by the National Geodetic Survey in June 1991..
 BM0682
 BM0682.The geoid height was determined by GEOID03.
 BM0682
 BM0682.The dynamic height is computed by dividing the NAVD 88
 BM0682.geopotential number by the normal gravity value computed on the
 BM0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0682.degrees latitude (g = 980.6199 gals.).
 BM0682
 BM0682.The modeled gravity was interpolated from observed gravity values.
 BM0682
 BM0682;                    North         East    Units  Estimated Accuracy
 BM0682;SPC TX C     - 3,063,730.      948,500.      MT  (+/- 180 meters Scaled)
 BM0682
 BM0682                          SUPERSEDED SURVEY CONTROL
 BM0682
 BM0682  NGVD 29 (??/??/92)  203.750  (m)          668.47   (f) ADJ UNCH    1 1
 BM0682
 BM0682.Superseded values are not recommended for survey control.
 BM0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0682.See file dsdata.txt to determine how the superseded data were derived.
 BM0682
 BM0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU201433(NAD 83)
 BM0682_MARKER: DB = BENCH MARK DISK
 BM0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0682_SP_SET: PILING
 BM0682_STAMPING: M 1222 1973
 BM0682_MARK LOGO: NGS   
 BM0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0682
 BM0682  HISTORY     - Date     Condition        Report By
 BM0682  HISTORY     - 1973     MONUMENTED       NGS
 BM0682  HISTORY     - 1978     GOOD             NGS
 BM0682  HISTORY     - 1981     GOOD             NGS
 BM0682  HISTORY     - 1990     GOOD             USPSQD
 BM0682  HISTORY     - 19910401 GOOD             USPSQD
 BM0682  HISTORY     - 19950624 GOOD             USPSQD
 BM0682  HISTORY     - 20020717 MARK NOT FOUND   USPSQD
 BM0682
 BM0682                          STATION DESCRIPTION
 BM0682
 BM0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0682'IN AUSTIN.
 BM0682'AT THE INTERSTATE HIGHWAY 35 OVERPASS OVER STATE HIGHWAY 71 IN THE
 BM0682'SOUTH PART OF AUSTIN, AT THE MOST NORTH WESTERLY ONE OF THE TWO
 BM0682'OVERPASSES, 6.0 FEET SOUTHWEST OF THE SOUTHWEST CONCRETE CURB OF STATE
 BM0682'HIGHWAY 71 ON THE EASTBOUND TRAFFIC LANE.  35.0 FEET NORTHEAST OF THE
 BM0682'NORTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD, SET VERTICALLY IN THE
 BM0682'NORTHWEST FACE OF THE MOST NORTHWEST ONE OF 8-CONCRETE PILING, 1.0
 BM0682'MILES NORTHWEST OF THE BENCH MARK L 1222, ABOUT 4.0 FEET ABOVE THE
 BM0682'GROUND.
 BM0682
 BM0682                          STATION RECOVERY (1978)
 BM0682
 BM0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0682'RECOVERED IN GOOD CONDITION.
 BM0682
 BM0682                          STATION RECOVERY (1981)
 BM0682
 BM0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BM0682'RECOVERED IN GOOD CONDITION.
 BM0682
 BM0682                          STATION RECOVERY (1990)
 BM0682
 BM0682'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0682'RECOVERED IN GOOD CONDITION.
 BM0682
 BM0682                          STATION RECOVERY (1991)
 BM0682
 BM0682'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0682'RECOVERED IN GOOD CONDITION.
 BM0682
 BM0682                          STATION RECOVERY (1995)
 BM0682
 BM0682'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0682'RECOVERED IN GOOD CONDITION.
 BM0682
 BM0682                          STATION RECOVERY (2002)
 BM0682
 BM0682'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BM0682'THIS OVERPASS WAS RAZED BY TXDOT JULY 16, 2002.  THE DISK WAS PROBABLY
 BM0682'NOT REMOVED FROM THE COLUMN AND IS PRESUMED TO HAVE BEEN CARRIED OFF
 BM0682'IN THE RUBBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0036 ***********************************************************************
 AX0036  DESIGNATION -  M 1223
 AX0036  PID         -  AX0036
 AX0036  STATE/COUNTY-  TX/AUSTIN
 AX0036  USGS QUAD   -  CAT SPRING (1981)
 AX0036
 AX0036                         *CURRENT SURVEY CONTROL
 AX0036  ___________________________________________________________________
 AX0036* NAD 83(1986)-  29 50 27.     (N)    096 18 19.     (W)     SCALED    
 AX0036* NAVD 88     -        84.163  (meters)     276.12   (feet)  ADJUSTED  
 AX0036  ___________________________________________________________________
 AX0036  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX0036  DYNAMIC HT  -          84.047 (meters)     275.74  (feet)  COMP
 AX0036  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 AX0036  OBS GRAVITY -     979,266.9   (mgal)                       GRAV_OBS
 AX0036
 AX0036  VERT ORDER  -  FIRST     CLASS I
 AX0036
 AX0036.The horizontal coordinates were scaled from a topographic map and have
 AX0036.an estimated accuracy of +/- 6 seconds.
 AX0036
 AX0036.The orthometric height was determined by differential leveling
 AX0036.and adjusted by the National Geodetic Survey in June 1991..
 AX0036
 AX0036.The geoid height was determined by GEOID03.
 AX0036
 AX0036.The dynamic height is computed by dividing the NAVD 88
 AX0036.geopotential number by the normal gravity value computed on the
 AX0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0036.degrees latitude (g = 980.6199 gals.).
 AX0036
 AX0036.The modeled gravity was interpolated from observed gravity values.
 AX0036.The observed gravity was obtained from relative gravimeter ties
 AX0036.to the IGSN71 gravity network.
 AX0036
 AX0036;                    North         East    Units  Estimated Accuracy
 AX0036;SPC TXSC     - 4,225,490.      860,370.      MT  (+/- 180 meters Scaled)
 AX0036
 AX0036                          SUPERSEDED SURVEY CONTROL
 AX0036
 AX0036  NGVD 29 (12/23/87)   84.135  (m)          276.03   (f) ADJUSTED    1 1
 AX0036
 AX0036.Superseded values are not recommended for survey control.
 AX0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0036.See file dsdata.txt to determine how the superseded data were derived.
 AX0036
 AX0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU603041(NAD 83)
 AX0036_MARKER: DB = BENCH MARK DISK
 AX0036_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0036+WITH SETTING: INTO GROUND
 AX0036_SP_SET: METAL ROD WITH BASE PLATE
 AX0036_STAMPING: M 1223 1973
 AX0036_MARK LOGO: NGS   
 AX0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0036+STABILITY: SURFACE MOTION
 AX0036
 AX0036  HISTORY     - Date     Condition        Report By
 AX0036  HISTORY     - 1973     MONUMENTED       NGS
 AX0036  HISTORY     - 1976     GOOD             NGS
 AX0036  HISTORY     - 1976     GOOD             NGS
 AX0036  HISTORY     - 1978     GOOD             NGS
 AX0036  HISTORY     - 1986     GOOD             NGS
 AX0036  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0036
 AX0036                          STATION DESCRIPTION
 AX0036
 AX0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0036'1.3 MI E FROM CAT SPRING.
 AX0036'1.3 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0036'CROSSING OF FARM ROAD 949 AT CAT SPRING, 0.1 MILE EAST OF THE CROSSING
 AX0036'OF A PRIVATE ROAD, 88 1/2 FEET SOUTH-SOUTHEAST AND ACROSS THE TRACK
 AX0036'FROM THE TWELVTH POLE EAST OF MILEPOLE 1025, 37.9 FEET SOUTH OF THE
 AX0036'SOUTH RAIL, 1 1/2 FEET WEST OF A TELEPHONE POLE, 35 FEET NORTH OF THE
 AX0036'CENTER LINE OF A TRACK ROAD, 1.1 FEET EAST OF A WITNESS POST, ABOUT
 AX0036'LEVEL WITH THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 AX0036'ROD WHICH IS 4 FEET LONG WITH A BASE PLATE ATTACHED. THE UPPER PORTION
 AX0036'OF THE ROD IS ENCASED IN A 6-INCH CAST IRON PIPE PROJECTING 0.2 FOOT
 AX0036'ABOVE THE GROUND.
 AX0036
 AX0036                          STATION RECOVERY (1976)
 AX0036
 AX0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0036'RECOVERED IN GOOD CONDITION.
 AX0036
 AX0036                          STATION RECOVERY (1976)
 AX0036
 AX0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0036'RECOVERED IN GOOD CONDITION.
 AX0036
 AX0036                          STATION RECOVERY (1978)
 AX0036
 AX0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0036'RECOVERED IN GOOD CONDITION.
 AX0036
 AX0036                          STATION RECOVERY (1986)
 AX0036
 AX0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0036'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AX0036'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AX0036
 AX0036                          STATION RECOVERY (1999)
 AX0036
 AX0036'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0451 ***********************************************************************
 BM0451  DESIGNATION -  M 1224
 BM0451  PID         -  BM0451
 BM0451  STATE/COUNTY-  TX/BASTROP
 BM0451  USGS QUAD   -  SMITHVILLE (1982)
 BM0451
 BM0451                         *CURRENT SURVEY CONTROL
 BM0451  ___________________________________________________________________
 BM0451* NAD 83(1986)-  30 00 31.     (N)    097 14 30.     (W)     SCALED    
 BM0451* NAVD 88     -       112.401  (meters)     368.77   (feet)  ADJUSTED  
 BM0451  ___________________________________________________________________
 BM0451  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BM0451  DYNAMIC HT  -         112.250 (meters)     368.27  (feet)  COMP
 BM0451  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 BM0451
 BM0451  VERT ORDER  -  FIRST     CLASS I
 BM0451
 BM0451.The horizontal coordinates were scaled from a topographic map and have
 BM0451.an estimated accuracy of +/- 6 seconds.
 BM0451
 BM0451.The orthometric height was determined by differential leveling
 BM0451.and adjusted by the National Geodetic Survey in June 1991..
 BM0451
 BM0451.The geoid height was determined by GEOID03.
 BM0451
 BM0451.The dynamic height is computed by dividing the NAVD 88
 BM0451.geopotential number by the normal gravity value computed on the
 BM0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0451.degrees latitude (g = 980.6199 gals.).
 BM0451
 BM0451.The modeled gravity was interpolated from observed gravity values.
 BM0451
 BM0451;                    North         East    Units  Estimated Accuracy
 BM0451;SPC TX C     - 3,042,050.      998,250.      MT  (+/- 180 meters Scaled)
 BM0451
 BM0451                          SUPERSEDED SURVEY CONTROL
 BM0451
 BM0451  NGVD 29 (??/??/92)  112.355  (m)          368.62   (f) ADJ UNCH    1 1
 BM0451
 BM0451.Superseded values are not recommended for survey control.
 BM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0451.See file dsdata.txt to determine how the superseded data were derived.
 BM0451
 BM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU695210(NAD 83)
 BM0451_MARKER: DB = BENCH MARK DISK
 BM0451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0451_SP_SET: 32.0 FT
 BM0451_STAMPING: M 1224 1973
 BM0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0451+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 BM0451
 BM0451  HISTORY     - Date     Condition        Report By
 BM0451  HISTORY     - 1973     MONUMENTED       NGS
 BM0451  HISTORY     - 1978     GOOD             NGS
 BM0451  HISTORY     - 1987     GOOD             USPSQD
 BM0451  HISTORY     - 20041113 GOOD             USPSQD
 BM0451
 BM0451                          STATION DESCRIPTION
 BM0451
 BM0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0451'5.45 MI NW FROM SMITHVILLE.
 BM0451'ABOUT 5.45 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0451'RAILROAD FROM THE CROSSING WITH STATE HIGHWAY 95 AT SMITHVILLE, 0.35
 BM0451'MILES OR 12 3/4 POKES NORTHWEST OF MILEPOST 964, 57.0 SOUTHWEST OF THE
 BM0451'CENTER OF THE CROSSING WITH A TRACK ROAD WHICH LEADS TO AN OLD FARM
 BM0451'SITE, 46.0 FEET SOUTH OF THE SOUTH RAIL, 50.7 FEET EAST OF A TELEPHONE
 BM0451'POLE, 32.0 WEST OF THE CENTER LINE OF A GATE AND TRACK ROAD, 0.8 FEET
 BM0451'SOUTH OF A FENCE, 0.8 FEET SOUTH OF A METAL WITNESS POST ABOUT 3 1/2
 BM0451'FEET ABOVE THE TRACK AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 BM0451'PROTECTED BY A 6-IN IRON PIPE WHICH PROJECTS 2-IN, PROJECTING 1-IN.
 BM0451'THE ROD WAS DRIVEN TO A REFUSAL OF ABOUT 32.0 FEET.
 BM0451
 BM0451                          STATION RECOVERY (1978)
 BM0451
 BM0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0451'RECOVERED IN GOOD CONDITION.
 BM0451
 BM0451                          STATION RECOVERY (1987)
 BM0451
 BM0451'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BM0451'RECOVERED IN GOOD CONDITION.
 BM0451
 BM0451                          STATION RECOVERY (2004)
 BM0451
 BM0451'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGG)
 BM0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0528 ***********************************************************************
 BM0528  DESIGNATION -  M 1225
 BM0528  PID         -  BM0528
 BM0528  STATE/COUNTY-  TX/BASTROP
 BM0528  USGS QUAD   -  BASTROP SW (1982)
 BM0528
 BM0528                         *CURRENT SURVEY CONTROL
 BM0528  ___________________________________________________________________
 BM0528* NAD 83(1986)-  30 07 01.     (N)    097 26 01.     (W)     SCALED    
 BM0528* NAVD 88     -       132.884  (meters)     435.97   (feet)  ADJUSTED  
 BM0528  ___________________________________________________________________
 BM0528  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0528  DYNAMIC HT  -         132.703 (meters)     435.38  (feet)  COMP
 BM0528  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 BM0528
 BM0528  VERT ORDER  -  FIRST     CLASS I
 BM0528
 BM0528.The horizontal coordinates were scaled from a topographic map and have
 BM0528.an estimated accuracy of +/- 6 seconds.
 BM0528
 BM0528.The orthometric height was determined by differential leveling
 BM0528.and adjusted by the National Geodetic Survey in June 1991..
 BM0528
 BM0528.The geoid height was determined by GEOID03.
 BM0528
 BM0528.The dynamic height is computed by dividing the NAVD 88
 BM0528.geopotential number by the normal gravity value computed on the
 BM0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0528.degrees latitude (g = 980.6199 gals.).
 BM0528
 BM0528.The modeled gravity was interpolated from observed gravity values.
 BM0528
 BM0528;                    North         East    Units  Estimated Accuracy
 BM0528;SPC TX C     - 3,053,560.      979,420.      MT  (+/- 180 meters Scaled)
 BM0528
 BM0528                          SUPERSEDED SURVEY CONTROL
 BM0528
 BM0528  NGVD 29 (??/??/92)  132.823  (m)          435.77   (f) ADJ UNCH    1 1
 BM0528
 BM0528.Superseded values are not recommended for survey control.
 BM0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0528.See file dsdata.txt to determine how the superseded data were derived.
 BM0528
 BM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU509327(NAD 83)
 BM0528_MARKER: DB = BENCH MARK DISK
 BM0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0528_SP_SET: ABUTMENT
 BM0528_STAMPING: M 1225 1973
 BM0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0528+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 BM0528
 BM0528  HISTORY     - Date     Condition        Report By
 BM0528  HISTORY     - 1973     MONUMENTED       NGS
 BM0528  HISTORY     - 1978     GOOD             NGS
 BM0528  HISTORY     - 1987     GOOD             USPSQD
 BM0528  HISTORY     - 1989     GOOD             USPSQD
 BM0528  HISTORY     - 1990     GOOD             USPSQD
 BM0528  HISTORY     - 1991     GOOD             USPSQD
 BM0528  HISTORY     - 19951226 GOOD             USPSQD
 BM0528  HISTORY     - 20020917 GOOD             USPSQD
 BM0528
 BM0528                          STATION DESCRIPTION
 BM0528
 BM0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0528'7.1 MI W FROM BASTROP.
 BM0528'ABOUT 0.3 MILES SOUTH ALONG PECAN STREET FROM THE COUNTY COURTHOUSE AT
 BM0528'BASTROP, THENCE 6.8 MILES WEST ALONG STATE HIGHWAY 71, 0.65 MILES
 BM0528'NORTHWEST OF JUNCTION WITH STATE HIGHWAY 21, 26.0 FEET SOUTHWEST OF
 BM0528'THE CENTER LINE OF THE NORTHEAST LANE OF THE HIGHWAY, SET IN TOP OF
 BM0528'THE SOUTHEAST END OF A CONCRETE RETAINING WALL EXTENDING SOUTHEAST
 BM0528'FROM THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE
 BM0528'BRIDGE, 0.5 FEET NORTHEAST OF A STEEL GUARD RAIL.  NOTE-- THIS MARK IS
 BM0528'ALSO 9.5 MILES SOUTHEAST OF GULF SERVICE STATION AND THE STORE AT
 BM0528'GARFIELD.  THE MARK WAS ABOUT LEVEL WITH THE HIGHWAY.
 BM0528
 BM0528                          STATION RECOVERY (1978)
 BM0528
 BM0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0528'RECOVERED IN GOOD CONDITION.
 BM0528
 BM0528                          STATION RECOVERY (1987)
 BM0528
 BM0528'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 BM0528'RECOVERED IN GOOD CONDITION.
 BM0528
 BM0528                          STATION RECOVERY (1989)
 BM0528
 BM0528'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGA)
 BM0528'RECOVERED IN GOOD CONDITION.
 BM0528
 BM0528                          STATION RECOVERY (1990)
 BM0528
 BM0528'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0528'RECOVERED IN GOOD CONDITION.
 BM0528
 BM0528                          STATION RECOVERY (1991)
 BM0528
 BM0528'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0528'RECOVERED IN GOOD CONDITION.
 BM0528
 BM0528                          STATION RECOVERY (1995)
 BM0528
 BM0528'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0528'RECOVERED IN GOOD CONDITION.
 BM0528
 BM0528                          STATION RECOVERY (2002)
 BM0528
 BM0528'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BM0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0958 ***********************************************************************
 AW0958  DESIGNATION -  M 1227
 AW0958  PID         -  AW0958
 AW0958  STATE/COUNTY-  TX/HARRIS
 AW0958  USGS QUAD   -  LA PORTE (1982)
 AW0958
 AW0958                         *CURRENT SURVEY CONTROL
 AW0958  ___________________________________________________________________
 AW0958* NAD 83(1986)-  29 44 06.     (N)    095 01 22.     (W)     SCALED    
 AW0958* NAVD 88     -         4.626  (meters)      15.18   (feet)  ADJUSTED  
 AW0958  ___________________________________________________________________
 AW0958  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0958  DYNAMIC HT  -           4.620 (meters)      15.16  (feet)  COMP
 AW0958  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW0958
 AW0958  VERT ORDER  -  FIRST     CLASS I
 AW0958
 AW0958.The horizontal coordinates were scaled from a topographic map and have
 AW0958.an estimated accuracy of +/- 6 seconds.
 AW0958
 AW0958.The orthometric height was determined by differential leveling
 AW0958.and adjusted by the National Geodetic Survey in June 1991..
 AW0958
 AW0958.The geoid height was determined by GEOID03.
 AW0958
 AW0958.The dynamic height is computed by dividing the NAVD 88
 AW0958.geopotential number by the normal gravity value computed on the
 AW0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0958.degrees latitude (g = 980.6199 gals.).
 AW0958
 AW0958.The modeled gravity was interpolated from observed gravity values.
 AW0958
 AW0958;                    North         East    Units  Estimated Accuracy
 AW0958;SPC TXSC     - 4,217,300.      984,650.      MT  (+/- 180 meters Scaled)
 AW0958
 AW0958                          SUPERSEDED SURVEY CONTROL
 AW0958
 AW0958  NGVD 29 (12/23/87)    4.623  (m)           15.17   (f) ADJUSTED    1 1
 AW0958
 AW0958.Superseded values are not recommended for survey control.
 AW0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0958.See file dsdata.txt to determine how the superseded data were derived.
 AW0958
 AW0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN043911(NAD 83)
 AW0958_MARKER: DB = BENCH MARK DISK
 AW0958_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0958_SP_SET: HEADWALL
 AW0958_STAMPING: M 1227 1976
 AW0958_MARK LOGO: NGS   
 AW0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0958+STABILITY: SURFACE MOTION
 AW0958
 AW0958  HISTORY     - Date     Condition        Report By
 AW0958  HISTORY     - 1976     MONUMENTED       NGS
 AW0958  HISTORY     - 1978     GOOD             NGS
 AW0958  HISTORY     - 1983     GOOD             NGS
 AW0958  HISTORY     - 1986     GOOD             NGS
 AW0958  HISTORY     - 1989     GOOD             USPSQD
 AW0958  HISTORY     - 1989     GOOD             USPSQD
 AW0958  HISTORY     - 19940625 GOOD             USPSQD
 AW0958
 AW0958                          STATION DESCRIPTION
 AW0958
 AW0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW0958'1.1 MI NW FROM BAYTOWN.
 AW0958'ABOUT 0.15 MILE SW ALONG MARKET STREET FROM THE SUBSTATION A POST
 AW0958'OFFICE AT BAYTOWN, THENCE 0.95 MILE NW ALONG BAYWAY DRIVE TO THE
 AW0958'JUNCTION OF WEST AVENUE, SET IN THE TOP AND AT THE NW END OF THE NE
 AW0958'CONCRETE HEADWALL OF A CULVERT UNDER THE DRIVE, 23 FEET NE OF THE
 AW0958'CENTER LINE OF BAYWAY DRIVE, 63 FEET SE OF THE CENTER OF WEST AVENUE.
 AW0958
 AW0958                          STATION RECOVERY (1978)
 AW0958
 AW0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0958'RECOVERED IN GOOD CONDITION.
 AW0958
 AW0958                          STATION RECOVERY (1983)
 AW0958
 AW0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0958'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0958'0.2 KM (0.15 MI) SOUTHWEST ALONG MARKET STREET FROM THE SUB-STATION A
 AW0958'POST OFFICE IN BAYTOWN, THENCE 1.5 KM (0.95 MI) NORTHWEST ALONG BAYWAY
 AW0958'DRIVE, AT A BLACKTOP SIDE ROAD LEADING NORTH-NORTHEAST TO THE EXXON
 AW0958'RESEARCH CENTER, SET IN THE NORTH HEADWALL OF A SMALL CONCRETE CULVERT
 AW0958'UNDER BAYWAY DRIVE, 7.31 METERS (24.0 FT) NORTH-NORTHEAST OF THE
 AW0958'CENTERLINE OF BAYWAY DRIVE, 18.59 METERS (61.0 FT) EAST-SOUTHEAST OF
 AW0958'THE CENTERLINE OF THE BLACKTOP SIDE ROAD, 11.28 METERS (37.0 FT)
 AW0958'SOUTH-SOUTHEAST OF A CHAIN LINK FENCE CORNER POST, 9.14 METERS
 AW0958'(30.0 FT) SOUTH-SOUTHWEST OF A CHAIN LINK SECURITY FENCE, 24.54 METERS
 AW0958'(80.5 FT) NORTHEAST OF BENCH MARK REBER HUMBLE, AND 0.24 METERS
 AW0958'(0.8 FT) EAST-SOUTHEAST OF THE WEST-NORTHWEST END OF THE NORTH
 AW0958'HEADWALL OF THE CULVERT.
 AW0958'THE MARK IS 0.3 M BELOW BAYWAY DRIVE.
 AW0958
 AW0958                          STATION RECOVERY (1986)
 AW0958
 AW0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0958'RECOVERED IN GOOD CONDITION.
 AW0958
 AW0958                          STATION RECOVERY (1989)
 AW0958
 AW0958'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0958'RECOVERED IN GOOD CONDITION.
 AW0958
 AW0958                          STATION RECOVERY (1989)
 AW0958
 AW0958'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW0958'RECOVERED IN GOOD CONDITION.
 AW0958
 AW0958                          STATION RECOVERY (1994)
 AW0958
 AW0958'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0658 ***********************************************************************
 AN0658  DESIGNATION -  M 123
 AN0658  PID         -  AN0658
 AN0658  STATE/COUNTY-  TX/VICTORIA
 AN0658  USGS QUAD   -  VICTORIA WEST (1987)
 AN0658
 AN0658                         *CURRENT SURVEY CONTROL
 AN0658  ___________________________________________________________________
 AN0658* NAD 83(1986)-  28 48 46.     (N)    097 00 16.     (W)     SCALED    
 AN0658* NAVD 88     -        31.27   (+/-2cm)     102.6    (feet)  VERTCON   
 AN0658  ___________________________________________________________________
 AN0658  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN0658
 AN0658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0658
 AN0658.The horizontal coordinates were scaled from a topographic map and have
 AN0658.an estimated accuracy of +/- 6 seconds.
 AN0658
 AN0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0658.The vertical order pertains to the NGVD 29 superseded value.
 AN0658
 AN0658.The geoid height was determined by GEOID03.
 AN0658
 AN0658;                    North         East    Units  Estimated Accuracy
 AN0658;SPC TXSC     - 4,110,210.      794,770.      MT  (+/- 180 meters Scaled)
 AN0658
 AN0658                          SUPERSEDED SURVEY CONTROL
 AN0658
 AN0658  NGVD 29 (??/??/92)   31.349  (m)          102.85   (f) ADJ UNCH    2 0
 AN0658
 AN0658.Superseded values are not recommended for survey control.
 AN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0658.See file dsdata.txt to determine how the superseded data were derived.
 AN0658
 AN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS947888(NAD 83)
 AN0658_MARKER: DB = BENCH MARK DISK
 AN0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0658_STAMPING: M 123 1933
 AN0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0658+STABILITY: SURFACE MOTION
 AN0658
 AN0658  HISTORY     - Date     Condition        Report By
 AN0658  HISTORY     - 1933     MONUMENTED       CGS
 AN0658  HISTORY     - 1943     GOOD             NGS
 AN0658  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN0658
 AN0658                          STATION DESCRIPTION
 AN0658
 AN0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0658'IN VICTORIA.
 AN0658'AT VICTORIA, VICTORIA COUNTY, 0.6 MILE NORTH ALONG THE TEXAS AND NEW
 AN0658'ORLEANS RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 59, AT THE CITY
 AN0658'LIMITS, 6.5 FEET NORTH OF THE FIRST POLE SOUTH OF MILEPOST 28, AT THE
 AN0658'CROSSING OF EAST RED RIVER STREET, 24.5 FEET NORTH OF THE CENTERLINE
 AN0658'OF THE STREET, 23 FEET WEST OF THE CENTERLINE OF THE TRACK, 22 FEET
 AN0658'EAST OF THE CENTERLINE OF U.S. HIGHWAY 87, 3 FEET SOUTH OF A WHITE
 AN0658'WOODEN WITNESS POST, IN THE TOP OF A CONCRETE HIGHWAY-MARKER POST
 AN0658'PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND, AND ABOUT 3 FEET LOWER THAN
 AN0658'THE TRACK.  A STANDARD DISK, STAMPED M 123 1933.
 AN0658
 AN0658                          STATION RECOVERY (1963)
 AN0658
 AN0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0720 ***********************************************************************
 CD0720  DESIGNATION -  M 1235
 CD0720  PID         -  CD0720
 CD0720  STATE/COUNTY-  TX/CULBERSON
 CD0720  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0720
 CD0720                         *CURRENT SURVEY CONTROL
 CD0720  ___________________________________________________________________
 CD0720* NAD 83(1986)-  31 54 21.     (N)    104 43 53.     (W)     SCALED    
 CD0720* NAVD 88     -      1481.682  (meters)    4861.15   (feet)  ADJUSTED  
 CD0720  ___________________________________________________________________
 CD0720  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD0720  DYNAMIC HT  -        1479.385 (meters)    4853.62  (feet)  COMP
 CD0720  MODELED GRAV-     979,036.8   (mgal)                       NAVD 88
 CD0720
 CD0720  VERT ORDER  -  FIRST     CLASS I
 CD0720
 CD0720.The horizontal coordinates were scaled from a topographic map and have
 CD0720.an estimated accuracy of +/- 6 seconds.
 CD0720
 CD0720.The orthometric height was determined by differential leveling
 CD0720.and adjusted by the National Geodetic Survey in June 1991..
 CD0720
 CD0720.The geoid height was determined by GEOID03.
 CD0720
 CD0720.The dynamic height is computed by dividing the NAVD 88
 CD0720.geopotential number by the normal gravity value computed on the
 CD0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0720.degrees latitude (g = 980.6199 gals.).
 CD0720
 CD0720.The modeled gravity was interpolated from observed gravity values.
 CD0720
 CD0720;                    North         East    Units  Estimated Accuracy
 CD0720;SPC TX C     - 3,256,460.      284,100.      MT  (+/- 180 meters Scaled)
 CD0720
 CD0720                          SUPERSEDED SURVEY CONTROL
 CD0720
 CD0720  NGVD 29 (??/??/92) 1481.076  (m)         4859.16   (f) ADJ UNCH    1 1
 CD0720
 CD0720.Superseded values are not recommended for survey control.
 CD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0720.See file dsdata.txt to determine how the superseded data were derived.
 CD0720
 CD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER253300(NAD 83)
 CD0720_MARKER: DB = BENCH MARK DISK
 CD0720_SETTING: 80 = SET IN A BOULDER
 CD0720_SP_SET: BOULDER
 CD0720_STAMPING: M 1235 1977
 CD0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0720+STABILITY: SURFACE MOTION
 CD0720
 CD0720  HISTORY     - Date     Condition        Report By
 CD0720  HISTORY     - 1977     MONUMENTED       NGS
 CD0720
 CD0720                          STATION DESCRIPTION
 CD0720
 CD0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0720'5.3 MI NE FROM PINE SPRINGS.
 CD0720'0.15 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0720'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 5.15 MILES
 CD0720'NORTHEAST, THROUGH A STEEL GATE, ALONG A ROCKY ROAD (OLD HIGHWAY 62),
 CD0720'0.3 MILE NORTHEAST OF THE CROSSING OF CHERRY CREEK,
 CD0720'0.1 MILE SOUTHEAST OF THE JUNCTION OF A ROCKY ROAD LEADING NORTHWEST,
 CD0720'SET IN TOP OF AN EMBEDDED BOULDER ON THE SOUTHEAST SLOPE OF
 CD0720'A SMALL HILL, ALMOST ON THE CREST, 55 FT. NORTHWEST OF THE
 CD0720'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0745 ***********************************************************************
 CD0745  DESIGNATION -  M 1236
 CD0745  PID         -  CD0745
 CD0745  STATE/COUNTY-  TX/HUDSPETH
 CD0745  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0745
 CD0745                         *CURRENT SURVEY CONTROL
 CD0745  ___________________________________________________________________
 CD0745* NAD 83(1986)-  31 44 57.     (N)    105 12 05.     (W)     SCALED    
 CD0745* NAVD 88     -      1221.390  (meters)    4007.18   (feet)  ADJUSTED  
 CD0745  ___________________________________________________________________
 CD0745  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0745  DYNAMIC HT  -        1219.571 (meters)    4001.21  (feet)  COMP
 CD0745  MODELED GRAV-     979,107.7   (mgal)                       NAVD 88
 CD0745
 CD0745  VERT ORDER  -  FIRST     CLASS I
 CD0745
 CD0745.The horizontal coordinates were scaled from a topographic map and have
 CD0745.an estimated accuracy of +/- 6 seconds.
 CD0745
 CD0745.The orthometric height was determined by differential leveling
 CD0745.and adjusted by the National Geodetic Survey in June 1991..
 CD0745
 CD0745.The geoid height was determined by GEOID03.
 CD0745
 CD0745.The dynamic height is computed by dividing the NAVD 88
 CD0745.geopotential number by the normal gravity value computed on the
 CD0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0745.degrees latitude (g = 980.6199 gals.).
 CD0745
 CD0745.The modeled gravity was interpolated from observed gravity values.
 CD0745
 CD0745;                    North         East    Units  Estimated Accuracy
 CD0745;SPC TX C     - 3,240,950.      238,920.      MT  (+/- 180 meters Scaled)
 CD0745
 CD0745                          SUPERSEDED SURVEY CONTROL
 CD0745
 CD0745  NGVD 29 (??/??/92) 1220.873  (m)         4005.48   (f) ADJ UNCH    1 1
 CD0745
 CD0745.Superseded values are not recommended for survey control.
 CD0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0745.See file dsdata.txt to determine how the superseded data were derived.
 CD0745
 CD0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR809126(NAD 83)
 CD0745_MARKER: DB = BENCH MARK DISK
 CD0745_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0745_SP_SET: 8 FT.
 CD0745_STAMPING: M 1236 1977
 CD0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0745
 CD0745  HISTORY     - Date     Condition        Report By
 CD0745  HISTORY     - 1977     MONUMENTED       NGS
 CD0745
 CD0745                          STATION DESCRIPTION
 CD0745
 CD0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0745'30.95 MI SW FROM PINE SPRINGS.
 CD0745'30.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0745'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 0.15 MILE NORTH
 CD0745'ALONG FARM ROAD 1437, 49 FT. WEST OF THE CENTER LINE OF THE ROAD,
 CD0745'2.5 FT. NORTH OF THE SECOND POWER LINE POLE NORTH OF THE JUNCTION
 CD0745'OF U.S. HIGHWAYS 62 AND 180, WHICH IS ALSO A T JUNCTION POWER
 CD0745'POLE WITH THREE GUY WIRES, 37.5 FT. NORTH OF A FENCE CORNER POST,
 CD0745'2.5 FT. EAST OF A NORTH-SOUTH FENCE, DISK IS 0.5 FT. BELOW THE
 CD0745'GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0450 ***********************************************************************
 AW0450  DESIGNATION -  M 1237
 AW0450  PID         -  AW0450
 AW0450  STATE/COUNTY-  TX/GALVESTON
 AW0450  USGS QUAD   -  GALVESTON (1994)
 AW0450
 AW0450                         *CURRENT SURVEY CONTROL
 AW0450  ___________________________________________________________________
 AW0450* NAD 83(1986)-  29 19 32.     (N)    094 47 14.     (W)     SCALED    
 AW0450* NAVD 88     -         3.22   (+/-2cm)      10.6    (feet)  VERTCON   
 AW0450  ___________________________________________________________________
 AW0450  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0450
 AW0450  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0450
 AW0450.The horizontal coordinates were scaled from a topographic map and have
 AW0450.an estimated accuracy of +/- 6 seconds.
 AW0450
 AW0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0450.The vertical order pertains to the NGVD 29 superseded value.
 AW0450
 AW0450.The geoid height was determined by GEOID03.
 AW0450
 AW0450;                    North         East    Units  Estimated Accuracy
 AW0450;SPC TXSC     - 4,172,750.    1,009,050.      MT  (+/- 180 meters Scaled)
 AW0450
 AW0450                          SUPERSEDED SURVEY CONTROL
 AW0450
 AW0450  NGVD 29 (??/??/92)    3.219  (m)           10.56   (f) ADJ UNCH    1 1
 AW0450
 AW0450.Superseded values are not recommended for survey control.
 AW0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0450.See file dsdata.txt to determine how the superseded data were derived.
 AW0450
 AW0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN264453(NAD 83)
 AW0450_MARKER: DB = BENCH MARK DISK
 AW0450_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0450_SP_SET: GALVANIZED STEEL ROD
 AW0450_STAMPING: M 1237 1978
 AW0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0450
 AW0450  HISTORY     - Date     Condition        Report By
 AW0450  HISTORY     - 1978     MONUMENTED       NGS
 AW0450  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 AW0450
 AW0450                          STATION DESCRIPTION
 AW0450
 AW0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0450'IN GALVESTON.
 AW0450'AT PELICAN ISLAND, 2.3 MILES NORTHEAST ALONG SEAWOLF PARKWAY FROM
 AW0450'THE NORTH EDGE OF THE CAUSEWAY OVER GALVESTON CHANNEL TO THE JUNCTION
 AW0450'OF A PAVED ROAD LEADING SOUTHEAST, 112 FT. SOUTHEAST OF THE CENTERLINE
 AW0450'OF SEAWOLF PARKWAY, 92 FT. SOUTH OF SEAWOLF PARKWAY SIGN, 35 FT. SOUTH
 AW0450'OF A HALIBURTON SIGN, 34 FT. NORTHEAST OF THE CENTERLINE OF THE ROAD.
 AW0450
 AW0450                          STATION RECOVERY (1985)
 AW0450
 AW0450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 AW0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1175 ***********************************************************************
 AN1175  DESIGNATION -  M 124
 AN1175  PID         -  AN1175
 AN1175  STATE/COUNTY-  TX/DE WITT
 AN1175  USGS QUAD   -  YORKTOWN EAST (1987)
 AN1175
 AN1175                         *CURRENT SURVEY CONTROL
 AN1175  ___________________________________________________________________
 AN1175* NAD 83(1986)-  28 59 01.     (N)    097 29 58.     (W)     SCALED    
 AN1175* NAVD 88     -        88.95   (+/-2cm)     291.8    (feet)  VERTCON   
 AN1175  ___________________________________________________________________
 AN1175  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1175
 AN1175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1175
 AN1175.The horizontal coordinates were scaled from a topographic map and have
 AN1175.an estimated accuracy of +/- 6 seconds.
 AN1175
 AN1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1175.The vertical order pertains to the NGVD 29 superseded value.
 AN1175
 AN1175.The geoid height was determined by GEOID03.
 AN1175
 AN1175;                    North         East    Units  Estimated Accuracy
 AN1175;SPC TXSC     - 4,128,420.      746,210.      MT  (+/- 180 meters Scaled)
 AN1175
 AN1175                          SUPERSEDED SURVEY CONTROL
 AN1175
 AN1175  NGVD 29 (??/??/92)   88.95   (m)          291.8    (f) COMPUTED    2 0
 AN1175
 AN1175.Superseded values are not recommended for survey control.
 AN1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1175.See file dsdata.txt to determine how the superseded data were derived.
 AN1175
 AN1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT461070(NAD 83)
 AN1175_MARKER: DB = BENCH MARK DISK
 AN1175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1175_SP_SET: STEP
 AN1175_STAMPING: M-124 1933
 AN1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1175
 AN1175  HISTORY     - Date     Condition        Report By
 AN1175  HISTORY     - 1933     MONUMENTED       CGS
 AN1175  HISTORY     - 1990     GOOD             USPSQD
 AN1175
 AN1175                          STATION DESCRIPTION
 AN1175
 AN1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1175'IN YORKTOWN.
 AN1175'AT THE ST. PAULS EVANGELICAL LUTHERN CHURCH IN THE EAST END OF THE
 AN1175'FIRST STEP AT THE SOUTH ENTRANCE.
 AN1175
 AN1175                          STATION RECOVERY (1990)
 AN1175
 AN1175'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0548 ***********************************************************************
 AW0548  DESIGNATION -  M 1240
 AW0548  PID         -  AW0548
 AW0548  STATE/COUNTY-  TX/BRAZORIA
 AW0548  USGS QUAD   -  MUSTANG BAYOU (1974)
 AW0548
 AW0548                         *CURRENT SURVEY CONTROL
 AW0548  ___________________________________________________________________
 AW0548* NAD 83(1986)-  29 16 12.     (N)    095 11 32.     (W)     SCALED    
 AW0548* NAVD 88     -         4.35   (+/-2cm)      14.3    (feet)  VERTCON   
 AW0548  ___________________________________________________________________
 AW0548  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW0548
 AW0548  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0548
 AW0548.The horizontal coordinates were scaled from a topographic map and have
 AW0548.an estimated accuracy of +/- 6 seconds.
 AW0548
 AW0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0548.The vertical order pertains to the NGVD 29 superseded value.
 AW0548
 AW0548.The geoid height was determined by GEOID03.
 AW0548
 AW0548;                    North         East    Units  Estimated Accuracy
 AW0548;SPC TXSC     - 4,165,240.      969,940.      MT  (+/- 180 meters Scaled)
 AW0548
 AW0548                          SUPERSEDED SURVEY CONTROL
 AW0548
 AW0548  NGVD 29 (??/??/92)    4.349  (m)           14.27   (f) ADJ UNCH    1 1
 AW0548
 AW0548.Superseded values are not recommended for survey control.
 AW0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0548.See file dsdata.txt to determine how the superseded data were derived.
 AW0548
 AW0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN870398(NAD 83)
 AW0548_MARKER: DB = BENCH MARK DISK
 AW0548_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0548_SP_SET: GALVANIZED STEEL ROD
 AW0548_STAMPING: M 1240 1978
 AW0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0548
 AW0548  HISTORY     - Date     Condition        Report By
 AW0548  HISTORY     - 1978     MONUMENTED       NGS
 AW0548
 AW0548                          STATION DESCRIPTION
 AW0548
 AW0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0548'6.7 MI SE FROM LIVERPOOL.
 AW0548'0.05 MILE SOUTHEAST ALONG MAIN STREET FROM ITS JUNCTION WITH THE
 AW0548'MISSOURI AND PACIFIC RAILROAD TRACKS AT LIVERPOOL, THENCE 1.25 MILES
 AW0548'NORTHEAST ALONG COUNTY ROAD 171 TO ITS JUNCTION WITH COUNTY ROAD
 AW0548'197, THENCE 2.6 MILES SOUTHEAST ALONG COUNTY ROAD 197 TO ITS JUNCTION
 AW0548'WITH FARM ROAD 2917, THENCE 2.8 MILES SOUTHEAST ALONG FARM ROAD
 AW0548'2917, 0.15 MILE NORTHWEST OF THE MAIN ENTRANCE TO THE MONSANTO
 AW0548'CHEMICAL PLANT, 96.0 FT NORTHEAST OF THE CENTER LINE OF THE FARM
 AW0548'ROAD, 76.7 FT SOUTHWEST OF THE SOUTHWEST RAIL OF A TRACK LEADING
 AW0548'TO THE CHEMCIAL PLANT, 7.0 FT SOUTHWEST OF A LARGE POWER POLE,
 AW0548'8.0 FT NORTHEAST OF A LARGE POWER POLE, DISK IS 0.3 FT BELOW THE
 AW0548'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 AW0548'PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1504 ***********************************************************************
 AW1504  DESIGNATION -  M 1241
 AW1504  PID         -  AW1504
 AW1504  STATE/COUNTY-  TX/CHAMBERS
 AW1504  USGS QUAD   -  UMBRELLA POINT (1994)
 AW1504
 AW1504                         *CURRENT SURVEY CONTROL
 AW1504  ___________________________________________________________________
 AW1504* NAD 83(1986)-  29 41 07.     (N)    094 52 10.     (W)     SCALED    
 AW1504* NAVD 88     -         5.88   (+/-2cm)      19.3    (feet)  VERTCON   
 AW1504  ___________________________________________________________________
 AW1504  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1504
 AW1504  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1504
 AW1504.The horizontal coordinates were scaled from a topographic map and have
 AW1504.an estimated accuracy of +/- 6 seconds.
 AW1504
 AW1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1504.The vertical order pertains to the NGVD 29 superseded value.
 AW1504
 AW1504.The geoid height was determined by GEOID03.
 AW1504
 AW1504;                    North         East    Units  Estimated Accuracy
 AW1504;SPC TXSC     - 4,212,300.      999,660.      MT  (+/- 180 meters Scaled)
 AW1504
 AW1504                          SUPERSEDED SURVEY CONTROL
 AW1504
 AW1504  NGVD 29 (??/??/92)    5.878  (m)           19.28   (f) ADJ UNCH    1 2
 AW1504
 AW1504.Superseded values are not recommended for survey control.
 AW1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1504.See file dsdata.txt to determine how the superseded data were derived.
 AW1504
 AW1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN191853(NAD 83)
 AW1504_MARKER: DB = BENCH MARK DISK
 AW1504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1504_SP_SET: HEADWALL CONCRETE CULVERT
 AW1504_STAMPING: M 1241 1978
 AW1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1504+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW1504
 AW1504  HISTORY     - Date     Condition        Report By
 AW1504  HISTORY     - 1978     MONUMENTED       NGS
 AW1504  HISTORY     - 1989     GOOD             USPSQD
 AW1504  HISTORY     - 1990     GOOD             USPSQD
 AW1504  HISTORY     - 20010331 GOOD             NGS
 AW1504  HISTORY     - 20040204 GOOD             USPSQD
 AW1504  HISTORY     - 20050206 GOOD             USPSQD
 AW1504
 AW1504                          STATION DESCRIPTION
 AW1504
 AW1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1504'9.8 MI SE FROM BAYTOWN.
 AW1504'ABOUT 1 BLOCK SOUTH ALONG NORTH GAILLARD STREET, FROM THE POST OFFICE
 AW1504'AT BAYTOWN, THENCE 1.05 MILES EAST ALONG EAST TEXAS AVENUE, THENCE 5.6
 AW1504'MILES SOUTHEAST ALONG TRI-CITY BEACH ROAD, THENCE 3.8 MILES NORTHEAST
 AW1504'ALONG FARMROAD 2354, IN THE NORTH END OF THE EAST HEADWALL OF A
 AW1504'CONCRETE CULVERT.
 AW1504'111 FEET NORTH-NORTHWEST OF A POWER POLE WITH A YARD LIGHT,
 AW1504'78 FEET NORTH OF CENTERLINE OF DRIVEWAY TO THE A. H. FLOYD
 AW1504'RESIDENCE,
 AW1504'21 FEET EAST OF CENTERLINE OF THE ROAD, AND
 AW1504'6 FEET NORTH OF HIGHWAY REFLECTOR FOR THE CULVERT.
 AW1504
 AW1504                          STATION RECOVERY (1989)
 AW1504
 AW1504'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1504'RECOVERED IN GOOD CONDITION.
 AW1504
 AW1504                          STATION RECOVERY (1990)
 AW1504
 AW1504'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW1504'RECOVERED IN GOOD CONDITION.
 AW1504
 AW1504                          STATION RECOVERY (2001)
 AW1504
 AW1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1504'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1504
 AW1504                          STATION RECOVERY (2004)
 AW1504
 AW1504'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1504'RECOVERED IN GOOD CONDITION.
 AW1504
 AW1504                          STATION RECOVERY (2005)
 AW1504
 AW1504'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1356 ***********************************************************************
 AW1356  DESIGNATION -  M 1242
 AW1356  PID         -  AW1356
 AW1356  STATE/COUNTY-  TX/GALVESTON
 AW1356  USGS QUAD   -  FLAKE (1994)
 AW1356
 AW1356                         *CURRENT SURVEY CONTROL
 AW1356  ___________________________________________________________________
 AW1356* NAD 83(1986)-  29 27 31.     (N)    094 38 18.     (W)     SCALED    
 AW1356* NAVD 88     -         2.26   (+/-2cm)       7.4    (feet)  VERTCON   
 AW1356  ___________________________________________________________________
 AW1356  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1356
 AW1356  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1356
 AW1356.The horizontal coordinates were scaled from a topographic map and have
 AW1356.an estimated accuracy of +/- 6 seconds.
 AW1356
 AW1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1356.The vertical order pertains to the NGVD 29 superseded value.
 AW1356
 AW1356.The geoid height was determined by GEOID03.
 AW1356
 AW1356;                    North         East    Units  Estimated Accuracy
 AW1356;SPC TXSC     - 4,188,010.    1,022,950.      MT  (+/- 180 meters Scaled)
 AW1356
 AW1356                          SUPERSEDED SURVEY CONTROL
 AW1356
 AW1356  NGVD 29 (??/??/92)    2.264  (m)            7.43   (f) ADJ UNCH    1 2
 AW1356
 AW1356.Superseded values are not recommended for survey control.
 AW1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1356.See file dsdata.txt to determine how the superseded data were derived.
 AW1356
 AW1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN411599(NAD 83)
 AW1356_MARKER: DB = BENCH MARK DISK
 AW1356_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1356_SP_SET: GALVANIZED STEEL ROD
 AW1356_STAMPING: M 1242 1978
 AW1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1356+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 AW1356
 AW1356  HISTORY     - Date     Condition        Report By
 AW1356  HISTORY     - 1978     MONUMENTED       NGS
 AW1356  HISTORY     - 1988     POOR             USPSQD
 AW1356  HISTORY     - 1988     POOR             USPSQD
 AW1356  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1356  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1356  HISTORY     - 19900516 GOOD             INDIV
 AW1356
 AW1356                          STATION DESCRIPTION
 AW1356
 AW1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1356'10.0 MI SW FROM GILCHRIST.
 AW1356'ABOUT 10.0 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1356'OFFICE AT GILCHRIST, OR ABOUT 11.2 MILES NORTHEAST ALONG STATE
 AW1356'HIGHWAY 87 FROM THE FERRY LANDING AT PORT BOLIVAR, 62 FEET SOUTHEAST
 AW1356'OF CENTERLINE OF HIGHWAY, 38 FEET SOUTHWEST OF CENTERLINE OF WEST
 AW1356'VERDIE, AND 6 FEET SOUTHWEST OF POWER POLE NUMBER 175 343 9 50A.
 AW1356
 AW1356                          STATION RECOVERY (1988)
 AW1356
 AW1356'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1356'MARK RECOVERED IN POOR CONDITION.
 AW1356
 AW1356                          STATION RECOVERY (1988)
 AW1356
 AW1356'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW1356'MARK RECOVERED IN POOR CONDITION.
 AW1356
 AW1356                          STATION RECOVERY (1989)
 AW1356
 AW1356'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW1356'MARK NOT FOUND.
 AW1356
 AW1356                          STATION RECOVERY (1990)
 AW1356
 AW1356'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1356'MARK NOT FOUND.
 AW1356
 AW1356                          STATION RECOVERY (1990)
 AW1356
 AW1356'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1990 (KM)
 AW1356'FOUND THIS POINT IN 1990 AND IT IS AND HAS BEEN UNDISTURBED, IN GREAT
 AW1356'CONDITION SINCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1414 ***********************************************************************
 AW1414  DESIGNATION -  M 1243
 AW1414  PID         -  AW1414
 AW1414  STATE/COUNTY-  TX/CHAMBERS
 AW1414  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1414
 AW1414                         *CURRENT SURVEY CONTROL
 AW1414  ___________________________________________________________________
 AW1414* NAD 83(1986)-  29 40 03.     (N)    094 30 31.     (W)     SCALED    
 AW1414* NAVD 88     -         1.49   (+/-2cm)       4.9    (feet)  VERTCON   
 AW1414  ___________________________________________________________________
 AW1414  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1414
 AW1414  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1414
 AW1414.The horizontal coordinates were scaled from a topographic map and have
 AW1414.an estimated accuracy of +/- 6 seconds.
 AW1414
 AW1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1414.The vertical order pertains to the NGVD 29 superseded value.
 AW1414
 AW1414.The geoid height was determined by GEOID03.
 AW1414
 AW1414;                    North         East    Units  Estimated Accuracy
 AW1414;SPC TXSC     - 4,211,620.    1,034,640.      MT  (+/- 180 meters Scaled)
 AW1414
 AW1414                          SUPERSEDED SURVEY CONTROL
 AW1414
 AW1414  NGVD 29 (??/??/92)    1.488  (m)            4.88   (f) ADJ UNCH    1 2
 AW1414
 AW1414.Superseded values are not recommended for survey control.
 AW1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1414.See file dsdata.txt to determine how the superseded data were derived.
 AW1414
 AW1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN540828(NAD 83)
 AW1414_MARKER: DB = BENCH MARK DISK
 AW1414_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1414_SP_SET: GALVANIZED STEEL ROD
 AW1414_STAMPING: M 1243 1978
 AW1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1414
 AW1414  HISTORY     - Date     Condition        Report By
 AW1414  HISTORY     - 1978     MONUMENTED       NGS
 AW1414  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW1414  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1414  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1414  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW1414
 AW1414                          STATION DESCRIPTION
 AW1414
 AW1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1414'16.5 MI SW FROM STOWELL.
 AW1414'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST
 AW1414'OFFICE AT STOWELL, THENCE ABOUT 7.3 MILES WEST ALONG FARM ROAD
 AW1414'1985, 60 FEET SOUTH OF THE CENTERLINE OF ROAD, 20 FEET NORTH OF THE
 AW1414'NORTH EDGE OF A IRRIGATION DITCH, AND 3 FEET NORTH OF A FENCE.
 AW1414
 AW1414                          STATION RECOVERY (1997)
 AW1414
 AW1414'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1414'MARK NOT FOUND.
 AW1414
 AW1414                          STATION RECOVERY (2001)
 AW1414
 AW1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1414'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1414
 AW1414                          STATION RECOVERY (2004)
 AW1414
 AW1414'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1414'MARK NOT FOUND.
 AW1414
 AW1414                          STATION RECOVERY (2005)
 AW1414
 AW1414'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1735 ***********************************************************************
 AW1735  DESIGNATION -  M 1244
 AW1735  PID         -  AW1735
 AW1735  STATE/COUNTY-  TX/HARRIS
 AW1735  USGS QUAD   -  LA PORTE (1982)
 AW1735
 AW1735                         *CURRENT SURVEY CONTROL
 AW1735  ___________________________________________________________________
 AW1735* NAD 83(1986)-  29 42 16.     (N)    095 05 33.     (W)     SCALED    
 AW1735* NAVD 88     -         8.634  (meters)      28.33   (feet)  ADJUSTED  
 AW1735  ___________________________________________________________________
 AW1735  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1735  DYNAMIC HT  -           8.622 (meters)      28.29  (feet)  COMP
 AW1735  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 AW1735
 AW1735  VERT ORDER  -  FIRST     CLASS II
 AW1735
 AW1735.The horizontal coordinates were scaled from a topographic map and have
 AW1735.an estimated accuracy of +/- 6 seconds.
 AW1735
 AW1735.The orthometric height was determined by differential leveling
 AW1735.and adjusted by the National Geodetic Survey in June 1991..
 AW1735
 AW1735.The geoid height was determined by GEOID03.
 AW1735
 AW1735.The dynamic height is computed by dividing the NAVD 88
 AW1735.geopotential number by the normal gravity value computed on the
 AW1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1735.degrees latitude (g = 980.6199 gals.).
 AW1735
 AW1735.The modeled gravity was interpolated from observed gravity values.
 AW1735
 AW1735;                    North         East    Units  Estimated Accuracy
 AW1735;SPC TXSC     - 4,213,690.      978,020.      MT  (+/- 180 meters Scaled)
 AW1735
 AW1735                          SUPERSEDED SURVEY CONTROL
 AW1735
 AW1735  NGVD 29 (12/23/87)    8.631  (m)           28.32   (f) ADJUSTED    1 2
 AW1735
 AW1735.Superseded values are not recommended for survey control.
 AW1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1735.See file dsdata.txt to determine how the superseded data were derived.
 AW1735
 AW1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN975878(NAD 83)
 AW1735_MARKER: DB = BENCH MARK DISK
 AW1735_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1735_SP_SET: UNSPECIFIED DEEP
 AW1735_STAMPING: M 1244 1978
 AW1735_MARK LOGO: NGS   
 AW1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1735+STABILITY: SURFACE MOTION
 AW1735
 AW1735  HISTORY     - Date     Condition        Report By
 AW1735  HISTORY     - 1978     MONUMENTED       NGS
 AW1735  HISTORY     - 1983     GOOD             NGS
 AW1735  HISTORY     - 1986     GOOD             NGS
 AW1735  HISTORY     - 1989     GOOD             USPSQD
 AW1735  HISTORY     - 1989     GOOD             USPSQD
 AW1735  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW1735  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW1735  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1735  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 AW1735
 AW1735                          STATION DESCRIPTION
 AW1735
 AW1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1735'2.8 MI EAST FROM LA PORTE.
 AW1735'ABOUT 0.9 MILES NORTH ALONG CENTER STREET FROM THE CITY HALL IN
 AW1735'DEER PARK, AND THENCE 1.9 MILES EAST ALONG SPENCER HIGHWAY AT THE
 AW1735'JUNCTION WITH STATE HIGHWAY 134.  60 FEET SOUTH OF THE CENTERLINE
 AW1735'OF THE WEST BOUND LANES OF STATE HIGHWAY 225, 72 FEET EAST OF THE
 AW1735'CENTERLINE OF HIGHWAY 134, 33 FEET SOUTHEAST OF STEEL POST SUPPORTING
 AW1735'SIGNAL LIGHTS, 18 FEET SOUTHEAST OF A POWER POLE FOR SIGNAL LIGHTS,
 AW1735'AND 1 FOOT NORTHEAST OF END OF GUY WIRE.
 AW1735
 AW1735                          STATION RECOVERY (1983)
 AW1735
 AW1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1735'RECOVERED THIS DATE.  NOTE, NEAREST TOWN SHOULD BE DEER PARK NOT
 AW1735'LAPORTE, ALSO SHOULD BE EAST ALONG STATE ROUTE 225 NOT SPENCER
 AW1735'HIGHWAY, 4.5 KM (2.8 MI) EAST OF DEER PARK.
 AW1735
 AW1735                          STATION RECOVERY (1986)
 AW1735
 AW1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1735'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.4 KM (0.9 MI)
 AW1735'NORTH ALONG CENTER STREET FROM THE CITY HALL IN DEER PARK, THENCE 3.2
 AW1735'KM (2.0 MI) EAST ALONG STATE HIGHWAY 225 TO THE JUNCTION OF STATE
 AW1735'HIGHWAY 134 AND THE MARK ON THE EAST SIDE OF STATE HIGHWAY 134, 21.94
 AW1735'METERS (72.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 134,
 AW1735'9.75 METERS (32.0 FT) SOUTH-SOUTHWEST OF THE SOUTH EDGE OF STATE
 AW1735'HIGHWAY 225 WESTBOUND, 8.32 METERS (27.3 FT) SOUTH-SOUTHEAST OF A
 AW1735'STEEL POST SUPPORTING SIGNAL LIGHTS, 7.62 METERS (25.0 FT)
 AW1735'SOUTH-SOUTHWEST OF HIGHWAY SIGN (DO NOT ENTER).  NOTE--THE TOP OF THE
 AW1735'PVC PIPE AND PLUG AROUND MARK HAS BEEN CUT OFF AND DISK IS PARTIALLY
 AW1735'LEANING TO THE NORTH-NORTHWEST BUT SOLID IN PLACE.
 AW1735'THE MARK IS 0.21 METERS  NNE FROM  A WITNESS POST
 AW1735'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AW1735
 AW1735                          STATION RECOVERY (1989)
 AW1735
 AW1735'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1735'RECOVERED IN GOOD CONDITION.
 AW1735
 AW1735                          STATION RECOVERY (1989)
 AW1735
 AW1735'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1735'RECOVERED IN GOOD CONDITION.
 AW1735
 AW1735                          STATION RECOVERY (1997)
 AW1735
 AW1735'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1735'MARK NOT FOUND.
 AW1735
 AW1735                          STATION RECOVERY (1997)
 AW1735
 AW1735'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1735'MARK NOT FOUND.
 AW1735
 AW1735                          STATION RECOVERY (2001)
 AW1735
 AW1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1735'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1735
 AW1735                          STATION RECOVERY (2003)
 AW1735
 AW1735'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1735' 
 AW1735' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1301 ***********************************************************************
 AW1301  DESIGNATION -  M 1245
 AW1301  PID         -  AW1301
 AW1301  STATE/COUNTY-  TX/GALVESTON
 AW1301  USGS QUAD   -  DICKINSON (1997)
 AW1301
 AW1301                         *CURRENT SURVEY CONTROL
 AW1301  ___________________________________________________________________
 AW1301* NAD 83(1986)-  29 26 44.     (N)    095 05 06.     (W)     SCALED    
 AW1301* NAVD 88     -         4.188  (meters)      13.74   (feet)  ADJUSTED  
 AW1301  ___________________________________________________________________
 AW1301  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1301  DYNAMIC HT  -           4.182 (meters)      13.72  (feet)  COMP
 AW1301  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 AW1301
 AW1301  VERT ORDER  -  FIRST     CLASS II
 AW1301
 AW1301.The horizontal coordinates were scaled from a topographic map and have
 AW1301.an estimated accuracy of +/- 6 seconds.
 AW1301
 AW1301.The orthometric height was determined by differential leveling
 AW1301.and adjusted by the National Geodetic Survey in June 1991..
 AW1301
 AW1301.The geoid height was determined by GEOID03.
 AW1301
 AW1301.The dynamic height is computed by dividing the NAVD 88
 AW1301.geopotential number by the normal gravity value computed on the
 AW1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1301.degrees latitude (g = 980.6199 gals.).
 AW1301
 AW1301.The modeled gravity was interpolated from observed gravity values.
 AW1301
 AW1301;                    North         East    Units  Estimated Accuracy
 AW1301;SPC TXSC     - 4,185,030.      979,700.      MT  (+/- 180 meters Scaled)
 AW1301
 AW1301                          SUPERSEDED SURVEY CONTROL
 AW1301
 AW1301  NGVD 29 (12/23/87)    4.185  (m)           13.73   (f) ADJUSTED    1 2
 AW1301
 AW1301.Superseded values are not recommended for survey control.
 AW1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1301.See file dsdata.txt to determine how the superseded data were derived.
 AW1301
 AW1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN977591(NAD 83)
 AW1301_MARKER: DB = BENCH MARK DISK
 AW1301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1301_SP_SET: STAINLESS STEEL ROD
 AW1301_STAMPING: M 1245 S0850096 1978
 AW1301_MARK LOGO: NGS   
 AW1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1301
 AW1301  HISTORY     - Date     Condition        Report By
 AW1301  HISTORY     - 1978     MONUMENTED       NGS
 AW1301  HISTORY     - 1987     GOOD             NGS
 AW1301  HISTORY     - 1989     GOOD             USPSQD
 AW1301  HISTORY     - 1989     GOOD             USPSQD
 AW1301  HISTORY     - 1990     GOOD             USPSQD
 AW1301  HISTORY     - 1991     GOOD             USPSQD
 AW1301  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AW1301  HISTORY     - 20030531 MARK NOT FOUND   USPSQD
 AW1301  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW1301
 AW1301                          STATION DESCRIPTION
 AW1301
 AW1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1301'2.3 MI SW FROM DICKINSON.
 AW1301'ABOUT 2.3 MILES SOUTHWEST ALONG FARM ROAD 517, FROM THE JUNCTION OF
 AW1301'STATE HIGHWAY 3 IN DICKINSON.  1 POLE EAST OF POWER POLE NUMBER
 AW1301'F552-30A, 141 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 AW1301'CORNER OF GUNDES SMOKEHOUSE, 57 FEET SOUTH OF THE CENTERLINE OF THE
 AW1301'ROAD, 2.5 FEET NORTH OF A FENCE, AND 2.5 FEET WEST OF A POWER POLE.
 AW1301
 AW1301                          STATION RECOVERY (1987)
 AW1301
 AW1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1301'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 AW1301'ADD- A RUBBING WAS TAKEN AND THE STAMPING IS M 1245 S0850096 1978.
 AW1301
 AW1301                          STATION RECOVERY (1989)
 AW1301
 AW1301'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1301'RECOVERED IN GOOD CONDITION.
 AW1301
 AW1301                          STATION RECOVERY (1989)
 AW1301
 AW1301'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1301'RECOVERED IN GOOD CONDITION.
 AW1301
 AW1301                          STATION RECOVERY (1990)
 AW1301
 AW1301'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1301'RECOVERED IN GOOD CONDITION.
 AW1301
 AW1301                          STATION RECOVERY (1991)
 AW1301
 AW1301'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1301'RECOVERED IN GOOD CONDITION.
 AW1301
 AW1301                          STATION RECOVERY (1995)
 AW1301
 AW1301'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1301'MARK NOT FOUND.
 AW1301
 AW1301                          STATION RECOVERY (2003)
 AW1301
 AW1301'RECOVERY NOTE BY US POWER SQUADRON 2003 (KA)
 AW1301'MARK NOT FOUND.
 AW1301
 AW1301                          STATION RECOVERY (2004)
 AW1301
 AW1301'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1111 ***********************************************************************
 AW1111  DESIGNATION -  M 1246
 AW1111  PID         -  AW1111
 AW1111  STATE/COUNTY-  TX/HARRIS
 AW1111  USGS QUAD   -  PASADENA (1995)
 AW1111
 AW1111                         *CURRENT SURVEY CONTROL
 AW1111  ___________________________________________________________________
 AW1111* NAD 83(1986)-  29 39 08.     (N)    095 13 29.     (W)     SCALED    
 AW1111* NAVD 88     -         9.592  (meters)      31.47   (feet)  ADJUSTED  
 AW1111  ___________________________________________________________________
 AW1111  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1111  DYNAMIC HT  -           9.578 (meters)      31.42  (feet)  COMP
 AW1111  MODELED GRAV-     979,277.9   (mgal)                       NAVD 88
 AW1111
 AW1111  VERT ORDER  -  FIRST     CLASS II
 AW1111
 AW1111.The horizontal coordinates were scaled from a topographic map and have
 AW1111.an estimated accuracy of +/- 6 seconds.
 AW1111
 AW1111.The orthometric height was determined by differential leveling
 AW1111.and adjusted by the National Geodetic Survey in June 1991..
 AW1111
 AW1111.The geoid height was determined by GEOID03.
 AW1111
 AW1111.The dynamic height is computed by dividing the NAVD 88
 AW1111.geopotential number by the normal gravity value computed on the
 AW1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1111.degrees latitude (g = 980.6199 gals.).
 AW1111
 AW1111.The modeled gravity was interpolated from observed gravity values.
 AW1111
 AW1111;                    North         East    Units  Estimated Accuracy
 AW1111;SPC TXSC     - 4,207,480.      965,420.      MT  (+/- 180 meters Scaled)
 AW1111
 AW1111                          SUPERSEDED SURVEY CONTROL
 AW1111
 AW1111  NGVD 29 (12/23/87)    9.588  (m)           31.46   (f) ADJUSTED    1 2
 AW1111
 AW1111.Superseded values are not recommended for survey control.
 AW1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1111.See file dsdata.txt to determine how the superseded data were derived.
 AW1111
 AW1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN846823(NAD 83)
 AW1111_MARKER: DB = BENCH MARK DISK
 AW1111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1111_SP_SET: STAINLESS STEEL ROD
 AW1111_STAMPING: M 1246 1978
 AW1111_MARK LOGO: NGS   
 AW1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1111+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1111
 AW1111  HISTORY     - Date     Condition        Report By
 AW1111  HISTORY     - 1978     MONUMENTED       NGS
 AW1111  HISTORY     - 1983     GOOD             NGS
 AW1111  HISTORY     - 1987     GOOD             NGS
 AW1111  HISTORY     - 1989     GOOD             USPSQD
 AW1111  HISTORY     - 1989     GOOD             USPSQD
 AW1111  HISTORY     - 1989     GOOD             USPSQD
 AW1111  HISTORY     - 1989     GOOD             USPSQD
 AW1111  HISTORY     - 1990     GOOD             USPSQD
 AW1111  HISTORY     - 19980307 GOOD             USPSQD
 AW1111  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1111  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1111  HISTORY     - 20030925 MARK NOT FOUND   USPSQD
 AW1111  HISTORY     - 20041125 GOOD             USPSQD
 AW1111  HISTORY     - 20060520 GOOD             USPSQD
 AW1111
 AW1111                          STATION DESCRIPTION
 AW1111
 AW1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1111'1.0 MI SE FROM SOUTH HOUSTON.
 AW1111'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 3, FROM THE INTERSECTION
 AW1111'OF COLLEGE AVENUE AT SOUTH HOUSTON.  66 FEET SOUTHEAST OF THE
 AW1111'CENTERLINE OF THE ROAD, 36 FEET NORTH OF THE CENTERLINE OF A PAVED
 AW1111'ROAD TO ALL STATE ERECTOR INCORPORATED, 33 FEET NORTHWEST OF THE NORTH
 AW1111'RAIL OF GALVESTON, HOUSTON AND HENDERSON RAILROAD, 3 FEET NORTH OF
 AW1111'A TELEPHONE POLE.
 AW1111
 AW1111                          STATION RECOVERY (1983)
 AW1111
 AW1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1111'RECOVERED IN GOOD CONDITION.
 AW1111
 AW1111                          STATION RECOVERY (1987)
 AW1111
 AW1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1111'RECOVERED IN GOOD CONDITION.
 AW1111
 AW1111                          STATION RECOVERY (1989)
 AW1111
 AW1111'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1111'RECOVERED IN GOOD CONDITION.
 AW1111
 AW1111                          STATION RECOVERY (1989)
 AW1111
 AW1111'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1111'RECOVERED IN GOOD CONDITION.
 AW1111
 AW1111                          STATION RECOVERY (1989)
 AW1111
 AW1111'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1111'RECOVERED IN GOOD CONDITION.
 AW1111
 AW1111                          STATION RECOVERY (1989)
 AW1111
 AW1111'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1111'RECOVERED IN GOOD CONDITION.
 AW1111
 AW1111                          STATION RECOVERY (1990)
 AW1111
 AW1111'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1111'RECOVERED IN GOOD CONDITION.
 AW1111
 AW1111                          STATION RECOVERY (1998)
 AW1111
 AW1111'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1111'RECOVERED IN GOOD CONDITION.
 AW1111
 AW1111                          STATION RECOVERY (2000)
 AW1111
 AW1111'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1111'MARK NOT FOUND.
 AW1111
 AW1111                          STATION RECOVERY (2001)
 AW1111
 AW1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1111'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1111
 AW1111                          STATION RECOVERY (2003)
 AW1111
 AW1111'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1111'MARK NOT FOUND.
 AW1111
 AW1111                          STATION RECOVERY (2004)
 AW1111
 AW1111'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1111'GO TO N 29 39 07.7 W 095 13 28.9. FOUND THE MARK 4 INCHES BELOW THE
 AW1111'GRASS.  SET A WITNESS POST WITH ORANGE TAPE ON IT. MARK IS VERY EASY
 AW1111'TO FIND NOW. ALL STATE ERACTORS INCORPORATED IS NOW A VACANT BUILDING.
 AW1111'ALL TELEPHONE POLES HAVE BEEN MOVED FROM THIS SIDE OF THE RR TRACKS.
 AW1111
 AW1111                          STATION RECOVERY (2006)
 AW1111
 AW1111'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1111'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1812 ***********************************************************************
 BL1812  DESIGNATION -  M 1247
 BL1812  PID         -  BL1812
 BL1812  STATE/COUNTY-  TX/MONTGOMERY
 BL1812  USGS QUAD   -  WILLIS (1997)
 BL1812
 BL1812                         *CURRENT SURVEY CONTROL
 BL1812  ___________________________________________________________________
 BL1812* NAD 83(1986)-  30 26 21.     (N)    095 28 41.     (W)     SCALED    
 BL1812* NAVD 88     -       102.007  (meters)     334.67   (feet)  ADJUSTED  
 BL1812  ___________________________________________________________________
 BL1812  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1812  DYNAMIC HT  -         101.872 (meters)     334.23  (feet)  COMP
 BL1812  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 BL1812
 BL1812  VERT ORDER  -  FIRST     CLASS I
 BL1812
 BL1812.The horizontal coordinates were scaled from a topographic map and have
 BL1812.an estimated accuracy of +/- 6 seconds.
 BL1812
 BL1812.The orthometric height was determined by differential leveling
 BL1812.and adjusted by the National Geodetic Survey in June 1991..
 BL1812
 BL1812.The geoid height was determined by GEOID03.
 BL1812
 BL1812.The dynamic height is computed by dividing the NAVD 88
 BL1812.geopotential number by the normal gravity value computed on the
 BL1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1812.degrees latitude (g = 980.6199 gals.).
 BL1812
 BL1812.The modeled gravity was interpolated from observed gravity values.
 BL1812
 BL1812;                    North         East    Units  Estimated Accuracy
 BL1812;SPC TX C     - 3,095,810.    1,166,210.      MT  (+/- 180 meters Scaled)
 BL1812
 BL1812                          SUPERSEDED SURVEY CONTROL
 BL1812
 BL1812  NGVD 29 (12/23/87)  102.011  (m)          334.68   (f) ADJUSTED    1 1
 BL1812
 BL1812.Superseded values are not recommended for survey control.
 BL1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1812.See file dsdata.txt to determine how the superseded data were derived.
 BL1812
 BL1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP620700(NAD 83)
 BL1812_MARKER: DB = BENCH MARK DISK
 BL1812_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BL1812_SP_SET: GALVANIZED STEEL ROD
 BL1812_STAMPING: M 1247 1978
 BL1812_MARK LOGO: NGS   
 BL1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1812
 BL1812  HISTORY     - Date     Condition        Report By
 BL1812  HISTORY     - 1978     MONUMENTED       NGS
 BL1812  HISTORY     - 1987     GOOD             NGS
 BL1812
 BL1812                          STATION DESCRIPTION
 BL1812
 BL1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1812'1.0 MI NORTH FROM WILLIS.
 BL1812'1.0 MILE NORTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1812'AT WILLIS, NEAR THE SOUTH END OF CURVE IN RAILROAD, 31 FEET WEST OF
 BL1812'THE WEST RAIL, 3 FEET NORTH OF TELEPHONE POLE NUMBER 16 G.
 BL1812
 BL1812                          STATION RECOVERY (1987)
 BL1812
 BL1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1812'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.00
 BL1812'MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1812'WITH STEWART STREET IN WILLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1816 ***********************************************************************
 BL1816  DESIGNATION -  M 1248
 BL1816  PID         -  BL1816
 BL1816  STATE/COUNTY-  TX/HARRIS
 BL1816  USGS QUAD   -  HUFFMAN (1980)
 BL1816
 BL1816                         *CURRENT SURVEY CONTROL
 BL1816  ___________________________________________________________________
 BL1816* NAD 83(1986)-  30 01 23.     (N)    095 05 21.     (W)     SCALED    
 BL1816* NAVD 88     -        20.82   (+/-2cm)      68.3    (feet)  VERTCON   
 BL1816  ___________________________________________________________________
 BL1816  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1816  OBS GRAVITY -     979,310.1   (mgal)                       GRAV_OBS
 BL1816
 BL1816  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1816
 BL1816.The horizontal coordinates were scaled from a topographic map and have
 BL1816.an estimated accuracy of +/- 6 seconds.
 BL1816
 BL1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1816.The vertical order pertains to the NGVD 29 superseded value.
 BL1816
 BL1816.The geoid height was determined by GEOID03.
 BL1816.The observed gravity was obtained from relative gravimeter ties
 BL1816.to the IGSN71 gravity network.
 BL1816
 BL1816;                    North         East    Units  Estimated Accuracy
 BL1816;SPC TXSC     - 4,248,990.      977,160.      MT  (+/- 180 meters Scaled)
 BL1816
 BL1816                          SUPERSEDED SURVEY CONTROL
 BL1816
 BL1816  NGVD 29 (??/??/92)   20.817  (m)           68.30   (f) ADJ UNCH    1 2
 BL1816
 BL1816.Superseded values are not recommended for survey control.
 BL1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1816.See file dsdata.txt to determine how the superseded data were derived.
 BL1816
 BL1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP985231(NAD 83)
 BL1816_MARKER: DB = BENCH MARK DISK
 BL1816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1816_SP_SET: STAINLESS STEEL ROD
 BL1816_STAMPING: M 1248 1978
 BL1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1816
 BL1816  HISTORY     - Date     Condition        Report By
 BL1816  HISTORY     - 1978     MONUMENTED       NGS
 BL1816  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1816  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 BL1816  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1816
 BL1816                          STATION DESCRIPTION
 BL1816
 BL1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1816'IN HUFFMAN.
 BL1816'AT THE INTERSECTION OF FARM ROADS 2100 AND 1960 IN HUFFMAN.  235
 BL1816'FEET EAST OF THE INTERSECTION OF FARM ROAD 2100 AND THE MISSOURI
 BL1816'PACIFIC RAILROAD CROSSING, 113 FEET SOUTH OF THE CENTERLINE OF
 BL1816'FARM ROAD 1960, 64 FEET WEST OF THE SOUTHWEST CORNER OF THE HUFFMAN
 BL1816'AUTO PARTS STORE, 25 FEET NORTH OF THE NORTH RAIL, 1 FOOT WEST OF
 BL1816'A TELEPHONE POLE AND 19 FEET SOUTH OF THE SOUTH EDGE OF CONCRETE
 BL1816'PARKING LOT FOR HUFFMAN AUTO PARTS.
 BL1816'DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH
 BL1816'A 4 INCH PLASTIC SCREW PLUG.
 BL1816
 BL1816                          STATION RECOVERY (1987)
 BL1816
 BL1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1816'THERE HAS BEEN GRADING AT THIS LOCATION.
 BL1816
 BL1816                          STATION RECOVERY (1997)
 BL1816
 BL1816'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1816'MARK NOT FOUND.
 BL1816
 BL1816                          STATION RECOVERY (2004)
 BL1816
 BL1816'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2417 ***********************************************************************
 AN2417  DESIGNATION -  M 125 RESET
 AN2417  PID         -  AN2417
 AN2417  STATE/COUNTY-  TX/BEE
 AN2417  USGS QUAD   -  BEEVILLE WEST (1979)
 AN2417
 AN2417                         *CURRENT SURVEY CONTROL
 AN2417  ___________________________________________________________________
 AN2417* NAD 83(1986)-  28 24 21.     (N)    097 46 11.     (W)     SCALED    
 AN2417* NAVD 88     -        68.71   (meters)     225.4    (feet)  RESET     
 AN2417  ___________________________________________________________________
 AN2417  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN2417
 AN2417  VERT ORDER  -  THIRD
 AN2417
 AN2417.The horizontal coordinates were scaled from a topographic map and have
 AN2417.an estimated accuracy of +/- 6 seconds.
 AN2417
 AN2417.The orthometric height was computed from unverified reset data.
 AN2417.No vertical observational check was made to the station.
 AN2417
 AN2417.The geoid height was determined by GEOID03.
 AN2417
 AN2417;                    North         East    Units  Estimated Accuracy
 AN2417;SPC TXSC     - 4,064,090.      720,550.      MT  (+/- 180 meters Scaled)
 AN2417
 AN2417                          SUPERSEDED SURVEY CONTROL
 AN2417
 AN2417.No superseded survey control is available for this station.
 AN2417
 AN2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS205427(NAD 83)
 AN2417_MARKER: DB = BENCH MARK DISK
 AN2417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN2417_SP_SET: BRIDGE RAIL
 AN2417_STAMPING: M 125 RESET 1981
 AN2417_MARK LOGO: NGS   
 AN2417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2417
 AN2417  HISTORY     - Date     Condition        Report By
 AN2417  HISTORY     - 1982     MONUMENTED       TXHD
 AN2417
 AN2417                          STATION DESCRIPTION
 AN2417
 AN2417'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1982
 AN2417'1.8 MI (2.9 KM) SOUTHWEST ALONG VIRGO ROAD (BEEVILLE-CLAREVILLE ROAD)
 AN2417'FROM BEEVILLE, ABOUT 750 FT (228.6 M) SOUTHWEST OF THE JUNCTION OF
 AN2417'F.M. HIGHWAY 673 AT THE 182 FOOT BRIDGE OVER DOESTA CREEK,
 AN2417'17.5 FT (5.3 M) FROM THE EAST END OF
 AN2417'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1852 ***********************************************************************
 BL1852  DESIGNATION -  M 1250
 BL1852  PID         -  BL1852
 BL1852  STATE/COUNTY-  TX/HARRIS
 BL1852  USGS QUAD   -  WALLER (1980)
 BL1852
 BL1852                         *CURRENT SURVEY CONTROL
 BL1852  ___________________________________________________________________
 BL1852* NAD 83(1986)-  30 05 45.     (N)    095 55 15.     (W)     SCALED    
 BL1852* NAVD 88     -        82.92   (+/-2cm)     272.0    (feet)  VERTCON   
 BL1852  ___________________________________________________________________
 BL1852  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL1852
 BL1852  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1852
 BL1852.The horizontal coordinates were scaled from a topographic map and have
 BL1852.an estimated accuracy of +/- 6 seconds.
 BL1852
 BL1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1852.The vertical order pertains to the NGVD 29 superseded value.
 BL1852
 BL1852.The geoid height was determined by GEOID03.
 BL1852
 BL1852;                    North         East    Units  Estimated Accuracy
 BL1852;SPC TXSC     - 4,254,660.      896,760.      MT  (+/- 180 meters Scaled)
 BL1852
 BL1852                          SUPERSEDED SURVEY CONTROL
 BL1852
 BL1852  NGVD 29 (04/06/79)   82.910  (m)          272.01   (f) ADJUSTED    1 2
 BL1852
 BL1852.Superseded values are not recommended for survey control.
 BL1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1852.See file dsdata.txt to determine how the superseded data were derived.
 BL1852
 BL1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP185330(NAD 83)
 BL1852_MARKER: DB = BENCH MARK DISK
 BL1852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1852_SP_SET: STAINLESS STEEL ROD
 BL1852_STAMPING: M 1250 1978
 BL1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1852
 BL1852  HISTORY     - Date     Condition        Report By
 BL1852  HISTORY     - 1978     MONUMENTED       NGS
 BL1852  HISTORY     - 1987     GOOD             USPSQD
 BL1852  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1852
 BL1852                          STATION DESCRIPTION
 BL1852
 BL1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1852'3.1 MI NORTH FROM WALLER.
 BL1852'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION
 BL1852'WITH ALLIANCE STREET IN WALLER, THENCE 0.05 MILE NORTH ALONG A PAVED
 BL1852'ROAD, THENCE 0.05 MILE EAST ALONG MILLS ROAD, AND THENCE 2.65 MILES
 BL1852'NORTH ALONG FIELDS STORE ROAD.  SET ON THE SOUTHEAST CORNER OF FIELDS
 BL1852'STORE ROAD AND KNABEL ROAD, 46 FEET SOUTH OF THE CENTERLINE OF KNABEL
 BL1852'ROAD, 27 FEET EAST OF THE CENTERLINE OF FIELDS STORE ROAD, 1.5 FEET
 BL1852'WEST OF A FENCE.  DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS
 BL1852'TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1852
 BL1852                          STATION RECOVERY (1987)
 BL1852
 BL1852'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1852'RECOVERED IN GOOD CONDITION.
 BL1852
 BL1852                          STATION RECOVERY (2005)
 BL1852
 BL1852'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWB)
 BL1852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0297 ***********************************************************************
 AW0297  DESIGNATION -  M 1251
 AW0297  PID         -  AW0297
 AW0297  STATE/COUNTY-  TX/HARRIS
 AW0297  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0297
 AW0297                         *CURRENT SURVEY CONTROL
 AW0297  ___________________________________________________________________
 AW0297* NAD 83(1986)-  29 47 05.     (N)    095 33 42.     (W)     SCALED    
 AW0297* NAVD 88     -        21.588  (meters)      70.83   (feet)  ADJUSTED  
 AW0297  ___________________________________________________________________
 AW0297  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0297  DYNAMIC HT  -          21.559 (meters)      70.73  (feet)  COMP
 AW0297  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 AW0297
 AW0297  VERT ORDER  -  FIRST     CLASS II
 AW0297
 AW0297.The horizontal coordinates were scaled from a topographic map and have
 AW0297.an estimated accuracy of +/- 6 seconds.
 AW0297
 AW0297.The orthometric height was determined by differential leveling
 AW0297.and adjusted by the National Geodetic Survey in June 1991..
 AW0297
 AW0297.The geoid height was determined by GEOID03.
 AW0297
 AW0297.The dynamic height is computed by dividing the NAVD 88
 AW0297.geopotential number by the normal gravity value computed on the
 AW0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0297.degrees latitude (g = 980.6199 gals.).
 AW0297
 AW0297.The modeled gravity was interpolated from observed gravity values.
 AW0297
 AW0297;                    North         East    Units  Estimated Accuracy
 AW0297;SPC TXSC     - 4,221,150.      932,380.      MT  (+/- 180 meters Scaled)
 AW0297
 AW0297                          SUPERSEDED SURVEY CONTROL
 AW0297
 AW0297  NGVD 29 (12/23/87)   21.582  (m)           70.81   (f) ADJUSTED    1 2
 AW0297
 AW0297.Superseded values are not recommended for survey control.
 AW0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0297.See file dsdata.txt to determine how the superseded data were derived.
 AW0297
 AW0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN523976(NAD 83)
 AW0297_MARKER: I = METAL ROD
 AW0297_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0297_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0297_STAMPING: M 1251 1978
 AW0297_MARK LOGO: NGS   
 AW0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0297+STABILITY: POSITION/ELEVATION WELL
 AW0297
 AW0297  HISTORY     - Date     Condition        Report By
 AW0297  HISTORY     - 1978     MONUMENTED       NGS
 AW0297  HISTORY     - 1981     GOOD             NGS
 AW0297  HISTORY     - 1983     GOOD             NGS
 AW0297  HISTORY     - 1986     GOOD             NGS
 AW0297  HISTORY     - 1987     GOOD             USPSQD
 AW0297  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0297  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0297  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0297
 AW0297                          STATION DESCRIPTION
 AW0297
 AW0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0297'4.9 MI EAST FROM ADDICKS.
 AW0297'4.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0297'RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, 0.05 MILE EAST OF
 AW0297'THE NORTH BOUND LANE OF WEST BELT DRIVE, 46 FEET SOUTH OF THE SOUTH
 AW0297'RAIL, 11 FEET NORTH OF THE NORTH CURB OF THE WEST BOUND ACCESS ROAD,
 AW0297'AND 10 FEET EAST OF THE EAST END OF A RETAINING WALL.
 AW0297'NOTE=THE SLEEVE DEPTH IS 40 FEET.
 AW0297
 AW0297                          STATION RECOVERY (1981)
 AW0297
 AW0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0297'RECOVERED IN GOOD CONDITION.
 AW0297
 AW0297                          STATION RECOVERY (1983)
 AW0297
 AW0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0297'RECOVERED IN GOOD CONDITION.  NOTE, THE ROD WAS
 AW0297'FOUND LOOSE THREE FOURTHS OF A TURN.
 AW0297
 AW0297                          STATION RECOVERY (1986)
 AW0297
 AW0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0297'RECOVERED IN GOOD CONDITION.
 AW0297
 AW0297                          STATION RECOVERY (1987)
 AW0297
 AW0297'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0297'RECOVERED IN GOOD CONDITION.
 AW0297
 AW0297                          STATION RECOVERY (1989)
 AW0297
 AW0297'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0297'MARK NOT FOUND.
 AW0297
 AW0297                          STATION RECOVERY (1994)
 AW0297
 AW0297'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0297'MARK NOT FOUND.
 AW0297
 AW0297                          STATION RECOVERY (2004)
 AW0297
 AW0297'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2436 ***********************************************************************
 AX2436  DESIGNATION -  M 1252
 AX2436  PID         -  AX2436
 AX2436  STATE/COUNTY-  TX/AUSTIN
 AX2436  USGS QUAD   -  WALLIS (1980)
 AX2436
 AX2436                         *CURRENT SURVEY CONTROL
 AX2436  ___________________________________________________________________
 AX2436* NAD 83(1986)-  29 40 28.     (N)    096 06 12.     (W)     SCALED    
 AX2436* NAVD 88     -        42.13   (+/-2cm)     138.2    (feet)  VERTCON   
 AX2436  ___________________________________________________________________
 AX2436  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX2436
 AX2436  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2436
 AX2436.The horizontal coordinates were scaled from a topographic map and have
 AX2436.an estimated accuracy of +/- 6 seconds.
 AX2436
 AX2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2436.The vertical order pertains to the NGVD 29 superseded value.
 AX2436
 AX2436.The geoid height was determined by GEOID03.
 AX2436
 AX2436;                    North         East    Units  Estimated Accuracy
 AX2436;SPC TXSC     - 4,207,520.      880,330.      MT  (+/- 180 meters Scaled)
 AX2436
 AX2436                          SUPERSEDED SURVEY CONTROL
 AX2436
 AX2436  NGVD 29 (??/??/92)   42.117  (m)          138.18   (f) ADJ UNCH    1 1
 AX2436
 AX2436.Superseded values are not recommended for survey control.
 AX2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2436.See file dsdata.txt to determine how the superseded data were derived.
 AX2436
 AX2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT803862(NAD 83)
 AX2436_MARKER: DB = BENCH MARK DISK
 AX2436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2436_STAMPING: M 1252 1978
 AX2436_MARK LOGO: NGS   
 AX2436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX2436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2436
 AX2436  HISTORY     - Date     Condition        Report By
 AX2436  HISTORY     - 1978     MONUMENTED       NGS
 AX2436  HISTORY     - 19780615 SEE DESCRIPTION  NGS
 AX2436  HISTORY     - 1988     GOOD             USPSQD
 AX2436
 AX2436                          STATION DESCRIPTION
 AX2436
 AX2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2436'THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) SOUTHEAST ALONG THE
 AX2436'GULF, COLORADO AND SANTA FE RAILROAD FROM THE STATION AT SEALY, THENCE
 AX2436'0.95 MILE (1.53 KM) NORTHEAST ALONG CORNER OF A CHAIN LINK FENCE
 AX2436'SURROUNDING A 10 X 10 FOOT (3.0 M) WHITE METAL BUILDING 15.5 FT (4.7
 AX2436'M) WEST OF THE CENTER OF THE GATES, AND 1 FOOT (0.3 M) SOUTH OF THE
 AX2436'SOUTH SIDE OF THE FENCE.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 AX2436'TO A DEPTH OF 28 FT (8.5 M) ENCASED IN A PIPE PROJECTING P1 ICHES.  1
 AX2436'FOOT (0.3 M) SOUTH OF A WITNESS POST.
 AX2436
 AX2436                          STATION RECOVERY (1988)
 AX2436
 AX2436'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AX2436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1846 ***********************************************************************
 AW1846  DESIGNATION -  M 1254
 AW1846  PID         -  AW1846
 AW1846  STATE/COUNTY-  TX/HARRIS
 AW1846  USGS QUAD   -  WARREN LAKE (1980)
 AW1846
 AW1846                         *CURRENT SURVEY CONTROL
 AW1846  ___________________________________________________________________
 AW1846* NAD 83(1986)-  29 59 38.     (N)    095 45 26.     (W)     SCALED    
 AW1846* NAVD 88     -        53.426  (meters)     175.28   (feet)  ADJUSTED  
 AW1846  ___________________________________________________________________
 AW1846  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1846  DYNAMIC HT  -          53.353 (meters)     175.04  (feet)  COMP
 AW1846  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 AW1846
 AW1846  VERT ORDER  -  FIRST     CLASS II
 AW1846
 AW1846.The horizontal coordinates were scaled from a topographic map and have
 AW1846.an estimated accuracy of +/- 6 seconds.
 AW1846
 AW1846.The orthometric height was determined by differential leveling
 AW1846.and adjusted by the National Geodetic Survey in June 1991..
 AW1846
 AW1846.The geoid height was determined by GEOID03.
 AW1846
 AW1846.The dynamic height is computed by dividing the NAVD 88
 AW1846.geopotential number by the normal gravity value computed on the
 AW1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1846.degrees latitude (g = 980.6199 gals.).
 AW1846
 AW1846.The modeled gravity was interpolated from observed gravity values.
 AW1846
 AW1846;                    North         East    Units  Estimated Accuracy
 AW1846;SPC TXSC     - 4,243,790.      912,840.      MT  (+/- 180 meters Scaled)
 AW1846
 AW1846                          SUPERSEDED SURVEY CONTROL
 AW1846
 AW1846  NGVD 29 (12/23/87)   53.419  (m)          175.26   (f) ADJUSTED    1 2
 AW1846
 AW1846.Superseded values are not recommended for survey control.
 AW1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1846.See file dsdata.txt to determine how the superseded data were derived.
 AW1846
 AW1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP340213(NAD 83)
 AW1846_MARKER: I = METAL ROD
 AW1846_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1846_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1846_STAMPING: M 1254 1978
 AW1846_MARK LOGO: NGS   
 AW1846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1846+STABILITY: POSITION/ELEVATION WELL
 AW1846
 AW1846  HISTORY     - Date     Condition        Report By
 AW1846  HISTORY     - 1978     MONUMENTED       NGS
 AW1846  HISTORY     - 1981     GOOD             NGS
 AW1846  HISTORY     - 1986     GOOD             NGS
 AW1846  HISTORY     - 1987     GOOD             USPSQD
 AW1846  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1846  HISTORY     - 19940205 GOOD             USPSQD
 AW1846
 AW1846                          STATION DESCRIPTION
 AW1846
 AW1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1846'3.9 MI NW FROM CYPRESS.
 AW1846'3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1846'CYPRESS SPRING ROAD IN CYPRESS, 0.15 MILE SOUTHEAST OF THE CROSSOVER
 AW1846'AT THE ENTRANCE TO NINE BAR RANCH.  AT THE SITE OF AN 8X10 FEET WHITE
 AW1846'STUCCO BUILDING ON THE RAILROAD RIGHT OF WAY, 50.5 FEET NORTHEAST OF
 AW1846'THE NORTHEAST RAIL, 48.6 FEET NORTHWEST OF THE NORTH CORNER OF THE
 AW1846'8X10 FEET STUCCO BUILDING, AND 44.5 FEET SOUTHWEST OF THE CENTERLINE
 AW1846'OF THE EAST BOUND LANES OF THE HIGHWAY.  SLEEVE IS SET AT A DEPTH OF
 AW1846'40 FEET.
 AW1846
 AW1846                          STATION RECOVERY (1981)
 AW1846
 AW1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1846'RECOVERED IN GOOD CONDITION.
 AW1846
 AW1846                          STATION RECOVERY (1986)
 AW1846
 AW1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1846'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.7 M
 AW1846'(2.3 FT) NORTHEAST OF A WITNESS POST.
 AW1846
 AW1846                          STATION RECOVERY (1987)
 AW1846
 AW1846'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1846'RECOVERED IN GOOD CONDITION.
 AW1846
 AW1846                          STATION RECOVERY (1990)
 AW1846
 AW1846'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1846'MARK NOT FOUND.
 AW1846
 AW1846                          STATION RECOVERY (1994)
 AW1846
 AW1846'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0104 ***********************************************************************
 AM0104  DESIGNATION -  M 1255
 AM0104  PID         -  AM0104
 AM0104  STATE/COUNTY-  TX/BRAZORIA
 AM0104  USGS QUAD   -  
 AM0104
 AM0104                         *CURRENT SURVEY CONTROL
 AM0104  ___________________________________________________________________
 AM0104* NAD 83(1986)-  28 59 22.     (N)    095 14 25.     (W)     SCALED    
 AM0104* NAVD 88     -         2.27   (+/-2cm)       7.4    (feet)  VERTCON   
 AM0104  ___________________________________________________________________
 AM0104  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AM0104
 AM0104  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0104
 AM0104.The horizontal coordinates were scaled from a topographic map and have
 AM0104.an estimated accuracy of +/- 6 seconds.
 AM0104
 AM0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0104.The vertical order pertains to the NGVD 29 superseded value.
 AM0104
 AM0104.The geoid height was determined by GEOID03.
 AM0104
 AM0104;                    North         East    Units  Estimated Accuracy
 AM0104;SPC TXSC     - 4,134,020.      966,270.      MT  (+/- 180 meters Scaled)
 AM0104
 AM0104                          SUPERSEDED SURVEY CONTROL
 AM0104
 AM0104  NGVD 29 (??/??/92)    2.285  (m)            7.50   (f) ADJ UNCH    1 1
 AM0104
 AM0104.Superseded values are not recommended for survey control.
 AM0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0104.See file dsdata.txt to determine how the superseded data were derived.
 AM0104
 AM0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN817088(NAD 83)
 AM0104_MARKER: DB = BENCH MARK DISK
 AM0104_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0104_SP_SET: STAINLESS STEEL ROD
 AM0104_STAMPING: M 1255 1978
 AM0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0104+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AM0104
 AM0104  HISTORY     - Date     Condition        Report By
 AM0104  HISTORY     - 1978     MONUMENTED       NGS
 AM0104  HISTORY     - 1989     GOOD             USPSQD
 AM0104  HISTORY     - 1990     GOOD             USPSQD
 AM0104  HISTORY     - 19960420 GOOD             USPSQD
 AM0104  HISTORY     - 20050215 GOOD             USPSQD
 AM0104
 AM0104                          STATION DESCRIPTION
 AM0104
 AM0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0104'4.1 MI NE FROM SURFSIDE.
 AM0104'4.1 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AM0104'STATE HIGHWAY 332 IN SURFSIDE. 58 FT NORTHWEST OF CENTERLINE,
 AM0104'2 FT SOUTHWEST OF A POWERLINE POLE.
 AM0104
 AM0104                          STATION RECOVERY (1989)
 AM0104
 AM0104'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0104'RECOVERED IN GOOD CONDITION.
 AM0104
 AM0104                          STATION RECOVERY (1990)
 AM0104
 AM0104'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AM0104'RECOVERED IN GOOD CONDITION.
 AM0104
 AM0104                          STATION RECOVERY (1996)
 AM0104
 AM0104'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0104'RECOVERED IN GOOD CONDITION.
 AM0104
 AM0104                          STATION RECOVERY (2005)
 AM0104
 AM0104'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0127 ***********************************************************************
 AM0127  DESIGNATION -  M 1256
 AM0127  PID         -  AM0127
 AM0127  STATE/COUNTY-  TX/MATAGORDA
 AM0127  USGS QUAD   -  WADSWORTH (1972)
 AM0127
 AM0127                         *CURRENT SURVEY CONTROL
 AM0127  ___________________________________________________________________
 AM0127* NAD 83(1986)-  28 50 06.     (N)    095 56 12.     (W)     SCALED    
 AM0127* NAVD 88     -        10.88   (+/-2cm)      35.7    (feet)  VERTCON   
 AM0127  ___________________________________________________________________
 AM0127  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AM0127
 AM0127  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0127
 AM0127.The horizontal coordinates were scaled from a topographic map and have
 AM0127.an estimated accuracy of +/- 6 seconds.
 AM0127
 AM0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0127.The vertical order pertains to the NGVD 29 superseded value.
 AM0127
 AM0127.The geoid height was determined by GEOID03.
 AM0127
 AM0127;                    North         East    Units  Estimated Accuracy
 AM0127;SPC TXSC     - 4,114,930.      898,900.      MT  (+/- 180 meters Scaled)
 AM0127
 AM0127                          SUPERSEDED SURVEY CONTROL
 AM0127
 AM0127  NGVD 29 (??/??/92)   10.922  (m)           35.83   (f) ADJ UNCH    1 1
 AM0127
 AM0127.Superseded values are not recommended for survey control.
 AM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0127.See file dsdata.txt to determine how the superseded data were derived.
 AM0127
 AM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM134932(NAD 83)
 AM0127_MARKER: DB = BENCH MARK DISK
 AM0127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0127_SP_SET: STAINLESS STEEL ROD
 AM0127_STAMPING: M 1256 1978
 AM0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0127+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0127
 AM0127  HISTORY     - Date     Condition        Report By
 AM0127  HISTORY     - 1978     MONUMENTED       NGS
 AM0127  HISTORY     - 19981115 GOOD             USPSQD
 AM0127  HISTORY     - 20060316 GOOD             USPSQD
 AM0127
 AM0127                          STATION DESCRIPTION
 AM0127
 AM0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0127'IN WADSWORTH.
 AM0127'0.05 MILE NORTH OF THE POST OFFICE, 60 FT SOUTHEAST OF THE CENTER
 AM0127'OF THE JUNCTION OF STATE HIGHWAY 60 AND FARM ROAD 521, 55 FT NORTH
 AM0127'OF THE CENTER LINE OF A PAVED ROAD LEADING WEST, 111 FT WEST OF
 AM0127'AND ACROSS STATE HIGHWAY 60 FROM THE WEST RAIL OF THE ATCHISON,
 AM0127'TOPEKA AND SANTA FE RAILROAD, 7 FT EAST OF A (SELKIRK ISLAND) SIGN,
 AM0127'2 FT NORTH OF A SIGNAL LIGHT SUPPORT POLE.
 AM0127
 AM0127                          STATION RECOVERY (1998)
 AM0127
 AM0127'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0127'RECOVERED IN GOOD CONDITION.
 AM0127
 AM0127                          STATION RECOVERY (2006)
 AM0127
 AM0127'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0127'FOUND AS DESCRIBED. GO TO N28 50 06.5 W095 56 11.4. IT IS 1 FEET NORTH
 AM0127'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0141 ***********************************************************************
 AH0141  DESIGNATION -  M 1257
 AH0141  PID         -  AH0141
 AH0141  STATE/COUNTY-  TX/SAN PATRICIO
 AH0141  USGS QUAD   -  GREGORY (1975)
 AH0141
 AH0141                         *CURRENT SURVEY CONTROL
 AH0141  ___________________________________________________________________
 AH0141* NAD 83(1986)-  27 57 27.     (N)    097 21 24.     (W)     SCALED    
 AH0141* NAVD 88     -        12.334  (meters)      40.47   (feet)  ADJUSTED  
 AH0141  ___________________________________________________________________
 AH0141  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AH0141  DYNAMIC HT  -          12.315 (meters)      40.40  (feet)  COMP
 AH0141  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 AH0141
 AH0141  VERT ORDER  -  FIRST     CLASS I
 AH0141
 AH0141.The horizontal coordinates were scaled from a topographic map and have
 AH0141.an estimated accuracy of +/- 6 seconds.
 AH0141
 AH0141.The orthometric height was determined by differential leveling
 AH0141.and adjusted by the National Geodetic Survey in December 1997..
 AH0141
 AH0141.The geoid height was determined by GEOID03.
 AH0141
 AH0141.The dynamic height is computed by dividing the NAVD 88
 AH0141.geopotential number by the normal gravity value computed on the
 AH0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0141.degrees latitude (g = 980.6199 gals.).
 AH0141
 AH0141.The modeled gravity was interpolated from observed gravity values.
 AH0141
 AH0141;                    North         East    Units  Estimated Accuracy
 AH0141;SPC TX S     - 5,254,330.      412,510.      MT  (+/- 180 meters Scaled)
 AH0141
 AH0141                          SUPERSEDED SURVEY CONTROL
 AH0141
 AH0141  NAVD 88 (06/15/91)   12.364  (m)           40.56   (f) UNKNOWN     1 1
 AH0141  NGVD 29 (??/??/92)   12.536  (m)           41.13   (f) ADJ UNCH    1 1
 AH0141
 AH0141.Superseded values are not recommended for survey control.
 AH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0141.See file dsdata.txt to determine how the superseded data were derived.
 AH0141
 AH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR616935(NAD 83)
 AH0141_MARKER: DV = VERTICAL CONTROL DISK
 AH0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH0141_SP_SET: CULVERT HEADWALL
 AH0141_STAMPING: M 1257 1978
 AH0141_MARK LOGO: NGS   
 AH0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0141+STABILITY: SURFACE MOTION
 AH0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0141+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0141
 AH0141  HISTORY     - Date     Condition        Report By
 AH0141  HISTORY     - 1978     MONUMENTED       NGS
 AH0141  HISTORY     - 19950610 GOOD             USPSQD
 AH0141  HISTORY     - 19970203 GOOD             NGS
 AH0141
 AH0141                          STATION DESCRIPTION
 AH0141
 AH0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0141'2.9 MI SE FROM TAFT.
 AH0141'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 181 FROM THE JUNCTION
 AH0141'WITH FARM ROAD 631 AT TAFT, SET IN THE TOP AND 1 FT NORTHWEST
 AH0141'OF THE SOUTHEAST END OF THE SOUTHWEST BRIDGE HEADWALL, 25 FT SOUTHWEST
 AH0141'OF CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY.
 AH0141
 AH0141                          STATION RECOVERY (1995)
 AH0141
 AH0141'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0141'RECOVERED IN GOOD CONDITION.
 AH0141
 AH0141                          STATION RECOVERY (1997)
 AH0141
 AH0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0141'7.6 KM (4.70 MI) NORTHWESTERLY ALONG STATE HIGHWAY 361 AND U.S.
 AH0141'HIGHWAY 181 FROM THE POST OFFICE IN GREGORY, IN TOP OF AND 0.4 M (1.3
 AH0141'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL
 AH0141'OF A CULVERT UNDER THE SOUTHBOUND LANES OF THE HIGHWAY, AND 7.7 M
 AH0141'(25.3 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND
 AH0141'LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1813 ***********************************************************************
 AN1813  DESIGNATION -  M 1258
 AN1813  PID         -  AN1813
 AN1813  STATE/COUNTY-  TX/JACKSON
 AN1813  USGS QUAD   -  LOLITA (1995)
 AN1813
 AN1813                         *CURRENT SURVEY CONTROL
 AN1813  ___________________________________________________________________
 AN1813* NAD 83(1986)-  28 49 56.     (N)    096 35 40.     (W)     SCALED    
 AN1813* NAVD 88     -         5.732  (meters)      18.81   (feet)  ADJUSTED  
 AN1813  ___________________________________________________________________
 AN1813  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1813  DYNAMIC HT  -           5.724 (meters)      18.78  (feet)  COMP
 AN1813  MODELED GRAV-     979,207.8   (mgal)                       NAVD 88
 AN1813
 AN1813  VERT ORDER  -  FIRST     CLASS I
 AN1813
 AN1813.The horizontal coordinates were scaled from a topographic map and have
 AN1813.an estimated accuracy of +/- 6 seconds.
 AN1813
 AN1813.The orthometric height was determined by differential leveling
 AN1813.and adjusted by the National Geodetic Survey in June 1991..
 AN1813
 AN1813.The geoid height was determined by GEOID03.
 AN1813
 AN1813.The dynamic height is computed by dividing the NAVD 88
 AN1813.geopotential number by the normal gravity value computed on the
 AN1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1813.degrees latitude (g = 980.6199 gals.).
 AN1813
 AN1813.The modeled gravity was interpolated from observed gravity values.
 AN1813
 AN1813;                    North         East    Units  Estimated Accuracy
 AN1813;SPC TXSC     - 4,113,120.      834,730.      MT  (+/- 180 meters Scaled)
 AN1813
 AN1813                          SUPERSEDED SURVEY CONTROL
 AN1813
 AN1813  NGVD 29 (??/??/92)    5.848  (m)           19.19   (f) ADJ UNCH    1 1
 AN1813
 AN1813.Superseded values are not recommended for survey control.
 AN1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1813.See file dsdata.txt to determine how the superseded data were derived.
 AN1813
 AN1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS347917(NAD 83)
 AN1813_MARKER: DB = BENCH MARK DISK
 AN1813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1813_SP_SET: ABUTMENT
 AN1813_STAMPING: M 1258 1978
 AN1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1813
 AN1813  HISTORY     - Date     Condition        Report By
 AN1813  HISTORY     - 1978     MONUMENTED       NGS
 AN1813
 AN1813                          STATION DESCRIPTION
 AN1813
 AN1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1813'1.6 MI EAST FROM VANDERBILT.
 AN1813'1.6 MILES EAST ALONG FARM ROAD 616 FROM THE JUNCTION OF FARM ROAD
 AN1813'234 AT VANDERBILT, SET IN THE TOP OF AND 8 FEET WEST OF THE EAST END
 AN1813'OF THE SOUTHEAST GUARDRAIL OF BRIDGE NUMBER 497.2450, 12 FEET SOUTH
 AN1813'OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0082 ***********************************************************************
 AO0082  DESIGNATION -  M 126
 AO0082  PID         -  AO0082
 AO0082  STATE/COUNTY-  TX/LIVE OAK
 AO0082  USGS QUAD   -  THREE RIVERS (1984)
 AO0082
 AO0082                         *CURRENT SURVEY CONTROL
 AO0082  ___________________________________________________________________
 AO0082* NAD 83(1986)-  28 27 45.     (N)    098 11 03.     (W)     SCALED    
 AO0082* NAVD 88     -        45.262  (meters)     148.50   (feet)  ADJUSTED  
 AO0082  ___________________________________________________________________
 AO0082  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AO0082  DYNAMIC HT  -          45.195 (meters)     148.28  (feet)  COMP
 AO0082  MODELED GRAV-     979,172.7   (mgal)                       NAVD 88
 AO0082
 AO0082  VERT ORDER  -  SECOND    CLASS 0
 AO0082
 AO0082.The horizontal coordinates were scaled from a topographic map and have
 AO0082.an estimated accuracy of +/- 6 seconds.
 AO0082
 AO0082.The orthometric height was determined by differential leveling
 AO0082.and adjusted by the National Geodetic Survey in June 1991..
 AO0082
 AO0082.The geoid height was determined by GEOID03.
 AO0082
 AO0082.The dynamic height is computed by dividing the NAVD 88
 AO0082.geopotential number by the normal gravity value computed on the
 AO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0082.degrees latitude (g = 980.6199 gals.).
 AO0082
 AO0082.The modeled gravity was interpolated from observed gravity values.
 AO0082
 AO0082;                    North         East    Units  Estimated Accuracy
 AO0082;SPC TXSC     - 4,070,010.      679,900.      MT  (+/- 180 meters Scaled)
 AO0082
 AO0082                          SUPERSEDED SURVEY CONTROL
 AO0082
 AO0082  NGVD 29 (??/??/92)   45.24   (m)          148.4    (f) COMPUTED    2 0
 AO0082
 AO0082.Superseded values are not recommended for survey control.
 AO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0082.See file dsdata.txt to determine how the superseded data were derived.
 AO0082
 AO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS798487(NAD 83)
 AO0082_MARKER: DB = BENCH MARK DISK
 AO0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0082_SP_SET: FOUNDATION
 AO0082_STAMPING: 148.448 M 126 1933
 AO0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0082
 AO0082  HISTORY     - Date     Condition        Report By
 AO0082  HISTORY     - 1933     MONUMENTED       CGS
 AO0082  HISTORY     - 1941     GOOD             NGS
 AO0082
 AO0082                          STATION DESCRIPTION
 AO0082
 AO0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AO0082'IN THREE RIVERS.
 AO0082'AT THREE RIVERS, LIVE OAK COUNTY, AT THE SOUTHEAST LEG OF THE CITY
 AO0082'WATER TOWER, AND IN THE TOP OF THE CONCRETE FOUNDATION.  A STANDARD
 AO0082'DISK, STAMPED 148.448 M 126 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0115 ***********************************************************************
 AO0115  DESIGNATION -  M 127
 AO0115  PID         -  AO0115
 AO0115  STATE/COUNTY-  TX/MCMULLEN
 AO0115  USGS QUAD   -  ROCKAWAY CREEK (1969)
 AO0115
 AO0115                         *CURRENT SURVEY CONTROL
 AO0115  ___________________________________________________________________
 AO0115* NAD 83(1986)-  28 25 49.     (N)    098 44 47.     (W)     SCALED    
 AO0115* NAVD 88     -        95.730  (meters)     314.07   (feet)  ADJUSTED  
 AO0115  ___________________________________________________________________
 AO0115  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AO0115  DYNAMIC HT  -          95.588 (meters)     313.61  (feet)  COMP
 AO0115  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 AO0115
 AO0115  VERT ORDER  -  SECOND    CLASS 0
 AO0115
 AO0115.The horizontal coordinates were scaled from a topographic map and have
 AO0115.an estimated accuracy of +/- 6 seconds.
 AO0115
 AO0115.The orthometric height was determined by differential leveling
 AO0115.and adjusted by the National Geodetic Survey in June 1991..
 AO0115
 AO0115.The geoid height was determined by GEOID03.
 AO0115
 AO0115.The dynamic height is computed by dividing the NAVD 88
 AO0115.geopotential number by the normal gravity value computed on the
 AO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0115.degrees latitude (g = 980.6199 gals.).
 AO0115
 AO0115.The modeled gravity was interpolated from observed gravity values.
 AO0115
 AO0115;                    North         East    Units  Estimated Accuracy
 AO0115;SPC TXSC     - 4,066,190.      624,850.      MT  (+/- 180 meters Scaled)
 AO0115
 AO0115                          SUPERSEDED SURVEY CONTROL
 AO0115
 AO0115  NGVD 29 (??/??/92)   95.691  (m)          313.95   (f) ADJ UNCH    2 0
 AO0115
 AO0115.Superseded values are not recommended for survey control.
 AO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0115.See file dsdata.txt to determine how the superseded data were derived.
 AO0115
 AO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS248448(NAD 83)
 AO0115_MARKER: DB = BENCH MARK DISK
 AO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0115_STAMPING: 313.910 M-127 1933
 AO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0115+STABILITY: SURFACE MOTION
 AO0115
 AO0115  HISTORY     - Date     Condition        Report By
 AO0115  HISTORY     - 1933     MONUMENTED       CGS
 AO0115  HISTORY     - 1952     GOOD             USGS
 AO0115
 AO0115                          STATION DESCRIPTION
 AO0115
 AO0115'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0115'6.6 MI E FROM FOWLERTON.
 AO0115'IN MCMULLEN COUNTY, ABOUT 2.0 MILES SE. ALONG COUNTY ROAD KNOWN AS
 AO0115'CAMERON LANE FROM FOWLERTON, LASALLE COUNTY, THENCE 4.6 MILES E. ALONG
 AO0115'COUNTY ROAD FROM FOWLERTON TO TILDEN, AT A RIGHT ANGLE CURVE FROM SE.
 AO0115'TO NORTHWEST, ON THE S. SIDE OF THE ROAD, AND ABOUT 3 FEET FROM A
 AO0115'CORNER FENCE POST.  A STANDARD DISK, STAMPED 313.910 M 127 1933 AND
 AO0115'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0067 ***********************************************************************
 AH0067  DESIGNATION -  M 1271
 AH0067  PID         -  AH0067
 AH0067  STATE/COUNTY-  TX/NUECES
 AH0067  USGS QUAD   -  ANNAVILLE (1975)
 AH0067
 AH0067                         *CURRENT SURVEY CONTROL
 AH0067  ___________________________________________________________________
 AH0067* NAD 83(1986)-  27 47 02.     (N)    097 33 49.     (W)     SCALED    
 AH0067* NAVD 88     -        17.159  (meters)      56.30   (feet)  ADJUSTED  
 AH0067  ___________________________________________________________________
 AH0067  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0067  DYNAMIC HT  -          17.133 (meters)      56.21  (feet)  COMP
 AH0067  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 AH0067
 AH0067  VERT ORDER  -  FIRST     CLASS I
 AH0067
 AH0067.The horizontal coordinates were scaled from a topographic map and have
 AH0067.an estimated accuracy of +/- 6 seconds.
 AH0067
 AH0067.The orthometric height was determined by differential leveling
 AH0067.and adjusted by the National Geodetic Survey in June 1991..
 AH0067
 AH0067.The geoid height was determined by GEOID03.
 AH0067
 AH0067.The dynamic height is computed by dividing the NAVD 88
 AH0067.geopotential number by the normal gravity value computed on the
 AH0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0067.degrees latitude (g = 980.6199 gals.).
 AH0067
 AH0067.The modeled gravity was interpolated from observed gravity values.
 AH0067
 AH0067;                    North         East    Units  Estimated Accuracy
 AH0067;SPC TX S     - 5,234,920.      392,290.      MT  (+/- 180 meters Scaled)
 AH0067
 AH0067                          SUPERSEDED SURVEY CONTROL
 AH0067
 AH0067.No superseded survey control is available for this station.
 AH0067
 AH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR415740(NAD 83)
 AH0067_MARKER: DB = BENCH MARK DISK
 AH0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0067_SP_SET: HEADWALL
 AH0067_STAMPING: M 1271 1978
 AH0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0067
 AH0067  HISTORY     - Date     Condition        Report By
 AH0067  HISTORY     - 1978     MONUMENTED       NGS
 AH0067  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0067
 AH0067                          STATION DESCRIPTION
 AH0067
 AH0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0067'0.9 MI WEST FROM CLARKWOOD.
 AH0067'0.9 MILE WEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH FARM ROAD
 AH0067'2292 IN CLARKWOOD, SET IN THE TOP OF AND 1 FOOT WEST OF THE EAST END
 AH0067'OF THE SOUTH HEADWALL OF A MULTI-BOX CULVERT, 300 FEET NORTH-NORTHWEST
 AH0067'OF THE TEXAS A+M RESEARCH AND EXTENSION CENTER BUILDING, 21 FEET
 AH0067'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY AND
 AH0067'19 FEET NORTH OF UTILITY POLE NUMBER 142.
 AH0067
 AH0067                          STATION RECOVERY (2001)
 AH0067
 AH0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0022 ***********************************************************************
 AH0022  DESIGNATION -  M 1272
 AH0022  PID         -  AH0022
 AH0022  STATE/COUNTY-  TX/NUECES
 AH0022  USGS QUAD   -  ROBSTOWN (1975)
 AH0022
 AH0022                         *CURRENT SURVEY CONTROL
 AH0022  ___________________________________________________________________
 AH0022* NAD 83(1986)-  27 48 04.     (N)    097 39 08.     (W)     SCALED    
 AH0022* NAVD 88     -        22.088  (meters)      72.47   (feet)  ADJUSTED  
 AH0022  ___________________________________________________________________
 AH0022  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0022  DYNAMIC HT  -          22.055 (meters)      72.36  (feet)  COMP
 AH0022  MODELED GRAV-     979,120.0   (mgal)                       NAVD 88
 AH0022
 AH0022  VERT ORDER  -  FIRST     CLASS I
 AH0022
 AH0022.The horizontal coordinates were scaled from a topographic map and have
 AH0022.an estimated accuracy of +/- 6 seconds.
 AH0022
 AH0022.The orthometric height was determined by differential leveling
 AH0022.and adjusted by the National Geodetic Survey in June 1991..
 AH0022.WARNING-Repeat measurements at this control monument indicate possible
 AH0022.vertical movement.
 AH0022
 AH0022.The geoid height was determined by GEOID03.
 AH0022
 AH0022.The dynamic height is computed by dividing the NAVD 88
 AH0022.geopotential number by the normal gravity value computed on the
 AH0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0022.degrees latitude (g = 980.6199 gals.).
 AH0022
 AH0022.The modeled gravity was interpolated from observed gravity values.
 AH0022
 AH0022;                    North         East    Units  Estimated Accuracy
 AH0022;SPC TX S     - 5,236,770.      383,540.      MT  (+/- 180 meters Scaled)
 AH0022
 AH0022                          SUPERSEDED SURVEY CONTROL
 AH0022
 AH0022.No superseded survey control is available for this station.
 AH0022
 AH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR327758(NAD 83)
 AH0022_MARKER: DB = BENCH MARK DISK
 AH0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0022_SP_SET: HEADWALL
 AH0022_STAMPING: M 1272 1978
 AH0022_MARK LOGO: NGS   
 AH0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0022
 AH0022  HISTORY     - Date     Condition        Report By
 AH0022  HISTORY     - 1978     MONUMENTED       NGS
 AH0022  HISTORY     - 1981     GOOD             NGS
 AH0022  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0022
 AH0022                          STATION DESCRIPTION
 AH0022
 AH0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0022'1.1 MI NE FROM ROBSTOWN.
 AH0022'1.1 MILES NORTHEAST ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF
 AH0022'STATE HIGHWAY 44 AT ROBSTOWN, SET IN THE TOP OF AND 0.5 FOOT SOUTHWEST
 AH0022'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A MULTI-BOX
 AH0022'CULVERT, 32 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY.
 AH0022
 AH0022                          STATION RECOVERY (1981)
 AH0022
 AH0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0022'RECOVERED IN GOOD CONDITION.
 AH0022
 AH0022                          STATION RECOVERY (2001)
 AH0022
 AH0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0022'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1844 ***********************************************************************
 AN1844  DESIGNATION -  M 1273
 AN1844  PID         -  AN1844
 AN1844  STATE/COUNTY-  TX/REFUGIO
 AN1844  USGS QUAD   -  QUINTANA (1979)
 AN1844
 AN1844                         *CURRENT SURVEY CONTROL
 AN1844  ___________________________________________________________________
 AN1844* NAD 83(1986)-  28 21 33.     (N)    097 13 19.     (W)     SCALED    
 AN1844* NAVD 88     -        16.310  (meters)      53.51   (feet)  ADJUSTED  
 AN1844  ___________________________________________________________________
 AN1844  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1844  DYNAMIC HT  -          16.286 (meters)      53.43  (feet)  COMP
 AN1844  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 AN1844
 AN1844  VERT ORDER  -  FIRST     CLASS I
 AN1844
 AN1844.The horizontal coordinates were scaled from a topographic map and have
 AN1844.an estimated accuracy of +/- 6 seconds.
 AN1844
 AN1844.The orthometric height was determined by differential leveling
 AN1844.and adjusted by the National Geodetic Survey in June 1991..
 AN1844
 AN1844.The geoid height was determined by GEOID03.
 AN1844
 AN1844.The dynamic height is computed by dividing the NAVD 88
 AN1844.geopotential number by the normal gravity value computed on the
 AN1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1844.degrees latitude (g = 980.6199 gals.).
 AN1844
 AN1844.The modeled gravity was interpolated from observed gravity values.
 AN1844
 AN1844;                    North         East    Units  Estimated Accuracy
 AN1844;SPC TXSC     - 4,059,600.      774,300.      MT  (+/- 180 meters Scaled)
 AN1844
 AN1844                          SUPERSEDED SURVEY CONTROL
 AN1844
 AN1844  NGVD 29 (??/??/92)   16.462  (m)           54.01   (f) ADJ UNCH    1 1
 AN1844
 AN1844.Superseded values are not recommended for survey control.
 AN1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1844.See file dsdata.txt to determine how the superseded data were derived.
 AN1844
 AN1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS742382(NAD 83)
 AN1844_MARKER: DB = BENCH MARK DISK
 AN1844_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1844_SP_SET: STAINLESS STEEL ROD
 AN1844_STAMPING: M 1273 1978
 AN1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1844
 AN1844  HISTORY     - Date     Condition        Report By
 AN1844  HISTORY     - 1978     MONUMENTED       NGS
 AN1844  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1844  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1844
 AN1844                          STATION DESCRIPTION
 AN1844
 AN1844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1844'6.15 MI NE FROM REFUGIO.
 AN1844'6.15 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1844'REFUGIO, AT THE CROSSING OF A POWER LINE, AT A PRIVATE ROAD
 AN1844'LEADING SOUTHEAST, 93 FT SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 AN1844'16 FT SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FT SOUTHWEST OF
 AN1844'A UTILITY POLE, 1 FT NORTHWEST OF A FENCE CORNER.
 AN1844
 AN1844                          STATION RECOVERY (1994)
 AN1844
 AN1844'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1844'MARK NOT FOUND.
 AN1844
 AN1844                          STATION RECOVERY (1999)
 AN1844
 AN1844'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0008 ***********************************************************************
 AW0008  DESIGNATION -  M 1274
 AW0008  PID         -  AW0008
 AW0008  STATE/COUNTY-  TX/BRAZORIA
 AW0008  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0008
 AW0008                         *CURRENT SURVEY CONTROL
 AW0008  ___________________________________________________________________
 AW0008* NAD 83(1986)-  29 14 36.     (N)    095 13 46.     (W)     SCALED    
 AW0008* NAVD 88     -         4.21   (+/-2cm)      13.8    (feet)  VERTCON   
 AW0008  ___________________________________________________________________
 AW0008  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW0008
 AW0008  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0008
 AW0008.The horizontal coordinates were scaled from a topographic map and have
 AW0008.an estimated accuracy of +/- 6 seconds.
 AW0008
 AW0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0008.The vertical order pertains to the NGVD 29 superseded value.
 AW0008
 AW0008.The geoid height was determined by GEOID03.
 AW0008
 AW0008;                    North         East    Units  Estimated Accuracy
 AW0008;SPC TXSC     - 4,162,170.      966,420.      MT  (+/- 180 meters Scaled)
 AW0008
 AW0008                          SUPERSEDED SURVEY CONTROL
 AW0008
 AW0008  NGVD 29 (??/??/92)    4.208  (m)           13.81   (f) ADJ UNCH    1 1
 AW0008
 AW0008.Superseded values are not recommended for survey control.
 AW0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0008.See file dsdata.txt to determine how the superseded data were derived.
 AW0008
 AW0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN833370(NAD 83)
 AW0008_MARKER: DB = BENCH MARK DISK
 AW0008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0008_SP_SET: STAINLESS STEEL ROD
 AW0008_STAMPING: M 1274 1978
 AW0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0008
 AW0008  HISTORY     - Date     Condition        Report By
 AW0008  HISTORY     - 1978     MONUMENTED       NGS
 AW0008  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0008
 AW0008                          STATION DESCRIPTION
 AW0008
 AW0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0008'4.6 MI SE FROM LIVERPOOL.
 AW0008'4.7 MILES SOUTHEAST ALONG PAVED ROAD FROM THE POST OFFICE AT LIVERPOOL
 AW0008',AT A FIVE-WAY JUNCTION, 28 FEET SOUTHEAST OF THE CENTER OF THE
 AW0008'ROAD, 26 FEET NORTHEAST OF A POWER-LINE WITH TRANSFORMER, 10 FEET
 AW0008'WEST OF THE CENTER OF A GATE, 1 FOOT NORTH OF A GATE CORNER POST.
 AW0008
 AW0008                          STATION RECOVERY (2004)
 AW0008
 AW0008'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1939 ***********************************************************************
 AW1939  DESIGNATION -  M 1276
 AW1939  PID         -  AW1939
 AW1939  STATE/COUNTY-  TX/HARRIS
 AW1939  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1939
 AW1939                         *CURRENT SURVEY CONTROL
 AW1939  ___________________________________________________________________
 AW1939* NAD 83(1986)-  29 35 26.     (N)    095 10 02.     (W)     SCALED    
 AW1939* NAVD 88     -         7.477  (meters)      24.53   (feet)  ADJUSTED  
 AW1939  ___________________________________________________________________
 AW1939  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1939  DYNAMIC HT  -           7.467 (meters)      24.50  (feet)  COMP
 AW1939  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 AW1939
 AW1939  VERT ORDER  -  FIRST     CLASS II
 AW1939
 AW1939.The horizontal coordinates were scaled from a topographic map and have
 AW1939.an estimated accuracy of +/- 6 seconds.
 AW1939
 AW1939.The orthometric height was determined by differential leveling
 AW1939.and adjusted by the National Geodetic Survey in June 1991..
 AW1939
 AW1939.The geoid height was determined by GEOID03.
 AW1939
 AW1939.The dynamic height is computed by dividing the NAVD 88
 AW1939.geopotential number by the normal gravity value computed on the
 AW1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1939.degrees latitude (g = 980.6199 gals.).
 AW1939
 AW1939.The modeled gravity was interpolated from observed gravity values.
 AW1939
 AW1939;                    North         East    Units  Estimated Accuracy
 AW1939;SPC TXSC     - 4,200,830.      971,210.      MT  (+/- 180 meters Scaled)
 AW1939
 AW1939                          SUPERSEDED SURVEY CONTROL
 AW1939
 AW1939  NGVD 29 (12/23/87)    7.474  (m)           24.52   (f) ADJUSTED    1 2
 AW1939
 AW1939.Superseded values are not recommended for survey control.
 AW1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1939.See file dsdata.txt to determine how the superseded data were derived.
 AW1939
 AW1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN900753(NAD 83)
 AW1939_MARKER: I = METAL ROD
 AW1939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1939_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1939_STAMPING: M 1276 1978
 AW1939_MARK LOGO: NGS   
 AW1939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1939+STABILITY: POSITION/ELEVATION WELL
 AW1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1939+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW1939
 AW1939  HISTORY     - Date     Condition        Report By
 AW1939  HISTORY     - 1978     MONUMENTED       NGS
 AW1939  HISTORY     - 1981     GOOD             NGS
 AW1939  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AW1939  HISTORY     - 1986     GOOD             NGS
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 1987     GOOD             USPSQD
 AW1939  HISTORY     - 19870412 GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1988     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1989     GOOD             USPSQD
 AW1939  HISTORY     - 1990     GOOD             USPSQD
 AW1939  HISTORY     - 19940219 GOOD             USPSQD
 AW1939  HISTORY     - 20000124 GOOD             USPSQD
 AW1939  HISTORY     - 20010331 GOOD             NGS
 AW1939  HISTORY     - 20050828 GOOD             USPSQD
 AW1939
 AW1939                          STATION DESCRIPTION
 AW1939
 AW1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1939'4.6 MI NW FROM WEBSTER.
 AW1939'ABOUT 4.6 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1939'NASA 1 HIGHWAY IN WEBSTER, 104 FEET SOUTH OF THE SOUTH EDGE OF
 AW1939'RAILROAD TRESTLE NUMBER 17.1, 78 FEET NORTHEAST OF THE CENTERLINE OF
 AW1939'THE HIGHWAY, 51 FEET NORTH OF UNDERGROUND CABLE POST NUMBER 93, 48
 AW1939'FEET NORTH OF A TELEPHONE POLE WITH A BRACE, 25 FEET EAST OF A METAL
 AW1939'POST WITH AN UNDERGROUND CABLE SIGN, AND 10 FEET SOUTHWEST OF THE
 AW1939'SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND HENDERSON RAILROAD.  THE
 AW1939'SLEEVE IS 30 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1939
 AW1939                          STATION RECOVERY (1981)
 AW1939
 AW1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1985)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1939'MARK NOT FOUND.
 AW1939
 AW1939                          STATION RECOVERY (1986)
 AW1939
 AW1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1987)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1988)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1989)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1990)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (1994)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (2000)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1939'RECOVERED IN GOOD CONDITION.
 AW1939
 AW1939                          STATION RECOVERY (2001)
 AW1939
 AW1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1939'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1939
 AW1939                          STATION RECOVERY (2005)
 AW1939
 AW1939'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1939'FOUND THE MARK AS DESCRIBED. PAINTED WHITE SPOT ON THE RAILROAD TRACK
 AW1939'TO MAKE IT EASY TO FIND NEXT YEAR. THIS MARK IS LEVEL WITH THE GROUND.
 AW1939' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2021 ***********************************************************************
 AW2021  DESIGNATION -  M 1277
 AW2021  PID         -  AW2021
 AW2021  STATE/COUNTY-  TX/BRAZORIA
 AW2021  USGS QUAD   -  MANVEL (1974)
 AW2021
 AW2021                         *CURRENT SURVEY CONTROL
 AW2021  ___________________________________________________________________
 AW2021* NAD 83(1986)-  29 26 53.     (N)    095 18 40.     (W)     SCALED    
 AW2021* NAVD 88     -        14.355  (meters)      47.10   (feet)  ADJUSTED  
 AW2021  ___________________________________________________________________
 AW2021  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW2021  DYNAMIC HT  -          14.335 (meters)      47.03  (feet)  COMP
 AW2021  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AW2021
 AW2021  VERT ORDER  -  FIRST     CLASS II
 AW2021
 AW2021.The horizontal coordinates were scaled from a topographic map and have
 AW2021.an estimated accuracy of +/- 6 seconds.
 AW2021
 AW2021.The orthometric height was determined by differential leveling
 AW2021.and adjusted by the National Geodetic Survey in June 1991..
 AW2021
 AW2021.The geoid height was determined by GEOID03.
 AW2021
 AW2021.The dynamic height is computed by dividing the NAVD 88
 AW2021.geopotential number by the normal gravity value computed on the
 AW2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2021.degrees latitude (g = 980.6199 gals.).
 AW2021
 AW2021.The modeled gravity was interpolated from observed gravity values.
 AW2021
 AW2021;                    North         East    Units  Estimated Accuracy
 AW2021;SPC TXSC     - 4,184,600.      957,770.      MT  (+/- 180 meters Scaled)
 AW2021
 AW2021                          SUPERSEDED SURVEY CONTROL
 AW2021
 AW2021  NGVD 29 (12/23/87)   14.352  (m)           47.09   (f) ADJUSTED    1 2
 AW2021
 AW2021.Superseded values are not recommended for survey control.
 AW2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2021.See file dsdata.txt to determine how the superseded data were derived.
 AW2021
 AW2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN758598(NAD 83)
 AW2021_MARKER: DB = BENCH MARK DISK
 AW2021_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2021_SP_SET: STAINLESS STEEL ROD
 AW2021_STAMPING: M 1277 1978
 AW2021_MARK LOGO: NGS   
 AW2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2021
 AW2021  HISTORY     - Date     Condition        Report By
 AW2021  HISTORY     - 1978     MONUMENTED       NGS
 AW2021  HISTORY     - 1987     GOOD             NGS
 AW2021  HISTORY     - 19900804 GOOD             USPSQD
 AW2021  HISTORY     - 19960928 GOOD             USPSQD
 AW2021
 AW2021                          STATION DESCRIPTION
 AW2021
 AW2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2021'3.0 MI EAST FROM MANVEL.
 AW2021'ABOUT 3.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW2021'FROM THE MASTERS STREET CROSSING IN MANVEL, 80 FEET SOUTHWEST AND
 AW2021'ACROSS THE TRACKS FROM MILE POST 33, 43 FEET SOUTH OF THE SOUTH RAIL,
 AW2021'35.5 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD (OLD MANVEL ROAD),
 AW2021'AND 1.5 FEET SOUTHEAST OF A TELEPHONE POLE.
 AW2021
 AW2021                          STATION RECOVERY (1987)
 AW2021
 AW2021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2021'RECOVERED IN GOOD CONDITION.
 AW2021
 AW2021                          STATION RECOVERY (1990)
 AW2021
 AW2021'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2021'RECOVERED IN GOOD CONDITION.
 AW2021
 AW2021                          STATION RECOVERY (1996)
 AW2021
 AW2021'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1987 ***********************************************************************
 AW1987  DESIGNATION -  M 1278
 AW1987  PID         -  AW1987
 AW1987  STATE/COUNTY-  TX/HARRIS
 AW1987  USGS QUAD   -  PARK PLACE (1995)
 AW1987
 AW1987                         *CURRENT SURVEY CONTROL
 AW1987  ___________________________________________________________________
 AW1987* NAD 83(1986)-  29 42 28.     (N)    095 15 27.     (W)     SCALED    
 AW1987* NAVD 88     -         7.056  (meters)      23.15   (feet)  ADJUSTED  
 AW1987  ___________________________________________________________________
 AW1987  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1987  DYNAMIC HT  -           7.046 (meters)      23.12  (feet)  COMP
 AW1987  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 AW1987
 AW1987  VERT ORDER  -  FIRST     CLASS II
 AW1987
 AW1987.The horizontal coordinates were scaled from a topographic map and have
 AW1987.an estimated accuracy of +/- 6 seconds.
 AW1987
 AW1987.The orthometric height was determined by differential leveling
 AW1987.and adjusted by the National Geodetic Survey in June 1991..
 AW1987
 AW1987.The geoid height was determined by GEOID03.
 AW1987
 AW1987.The dynamic height is computed by dividing the NAVD 88
 AW1987.geopotential number by the normal gravity value computed on the
 AW1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1987.degrees latitude (g = 980.6199 gals.).
 AW1987
 AW1987.The modeled gravity was interpolated from observed gravity values.
 AW1987
 AW1987;                    North         East    Units  Estimated Accuracy
 AW1987;SPC TXSC     - 4,213,530.      962,050.      MT  (+/- 180 meters Scaled)
 AW1987
 AW1987                          SUPERSEDED SURVEY CONTROL
 AW1987
 AW1987  NGVD 29 (12/23/87)    7.052  (m)           23.14   (f) ADJUSTED    1 2
 AW1987
 AW1987.Superseded values are not recommended for survey control.
 AW1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1987.See file dsdata.txt to determine how the superseded data were derived.
 AW1987
 AW1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN816885(NAD 83)
 AW1987_MARKER: DB = BENCH MARK DISK
 AW1987_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1987_SP_SET: BRIDGE ABUTMENT
 AW1987_STAMPING: M 1278 1978
 AW1987_MARK LOGO: NGS   
 AW1987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1987+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2004
 AW1987
 AW1987  HISTORY     - Date     Condition        Report By
 AW1987  HISTORY     - 1978     MONUMENTED       NGS
 AW1987  HISTORY     - 1986     GOOD             NGS
 AW1987  HISTORY     - 1987     GOOD             USPSQD
 AW1987  HISTORY     - 19950624 GOOD             USPSQD
 AW1987  HISTORY     - 20031012 GOOD             USPSQD
 AW1987  HISTORY     - 20041125 GOOD             USPSQD
 AW1987
 AW1987                          STATION DESCRIPTION
 AW1987
 AW1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1987'2.3 MI WEST FROM PASADENA.
 AW1987'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 225 FROM THE RICHEY STREET
 AW1987'OVERPASS IN PASADENA.  SET IN THE WEST END OF THE NORTHWEST ABUTMENT
 AW1987'OF A BRIDGE OVER SIMS BAYOU, 36 FEET NORTH OF THE CENTERLINE OF THE
 AW1987'WEST BOUND LANES OF THE HIGHWAY, 10 FEET WEST OF THE WEST END OF THE
 AW1987'NORTH GUARD RAIL, 7 FEET EAST OF A GUARD RAIL POST, AND 2 FEET EAST
 AW1987'OF THE NORTHWEST END OF THE BRIDGE.
 AW1987
 AW1987                          STATION RECOVERY (1986)
 AW1987
 AW1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1987'RECOVERED IN GOOD CONDITION.
 AW1987
 AW1987                          STATION RECOVERY (1987)
 AW1987
 AW1987'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1987'RECOVERED IN GOOD CONDITION.
 AW1987
 AW1987                          STATION RECOVERY (1995)
 AW1987
 AW1987'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1987'RECOVERED IN GOOD CONDITION.
 AW1987
 AW1987                          STATION RECOVERY (2003)
 AW1987
 AW1987'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1987'RECOVERED IN GOOD CONDITION.
 AW1987
 AW1987                          STATION RECOVERY (2004)
 AW1987
 AW1987'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2269 ***********************************************************************
 AW2269  DESIGNATION -  M 1279
 AW2269  PID         -  AW2269
 AW2269  STATE/COUNTY-  TX/HARRIS
 AW2269  USGS QUAD   -  ALIEF (1995)
 AW2269
 AW2269                         *CURRENT SURVEY CONTROL
 AW2269  ___________________________________________________________________
 AW2269* NAD 83(1986)-  29 43 14.     (N)    095 31 53.     (W)     SCALED    
 AW2269* NAVD 88     -        21.64   (+/-2cm)      71.0    (feet)  VERTCON   
 AW2269  ___________________________________________________________________
 AW2269  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2269
 AW2269  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2269
 AW2269.The horizontal coordinates were scaled from a topographic map and have
 AW2269.an estimated accuracy of +/- 6 seconds.
 AW2269
 AW2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2269.The vertical order pertains to the NGVD 29 superseded value.
 AW2269
 AW2269.The geoid height was determined by GEOID03.
 AW2269
 AW2269;                    North         East    Units  Estimated Accuracy
 AW2269;SPC TXSC     - 4,214,130.      935,520.      MT  (+/- 180 meters Scaled)
 AW2269
 AW2269                          SUPERSEDED SURVEY CONTROL
 AW2269
 AW2269  NGVD 29 (??/??/??)   21.631  (m)           70.97   (f) ADJUSTED    1 2
 AW2269
 AW2269.Superseded values are not recommended for survey control.
 AW2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2269.See file dsdata.txt to determine how the superseded data were derived.
 AW2269
 AW2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN551905(NAD 83)
 AW2269_MARKER: DB = BENCH MARK DISK
 AW2269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2269_SP_SET: STAINLESS STEEL ROD
 AW2269_STAMPING: M 1279 1978
 AW2269_MARK LOGO: NGS   
 AW2269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2269
 AW2269  HISTORY     - Date     Condition        Report By
 AW2269  HISTORY     - 1978     MONUMENTED       NGS
 AW2269  HISTORY     - 1983     GOOD             NGS
 AW2269  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2269  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2269  HISTORY     - 19931123 MARK NOT FOUND   USPSQD
 AW2269  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2269
 AW2269                          STATION DESCRIPTION
 AW2269
 AW2269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2269'0.4 MI WEST FROM JEANETTA.
 AW2269'ABOUT 0.4 MILE WEST ALONG WEST PARK DRIVE, FROM THE JUNCTION OF
 AW2269'JEANETTA DRIVE IN JEANETTA.  AT THE INTERSECTION OF ARC STREET
 AW2269'31 FEET NORTH OF THE CENTERLINE OF WEST PARK DRIVE, 27 FEET WEST
 AW2269'OF THE CENTERLINE OF ARC STREET, AND 1.5 FEET NORTH OF POWER POLE
 AW2269'NUMBER 29259.
 AW2269
 AW2269                          STATION RECOVERY (1983)
 AW2269
 AW2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2269'RECOVERED IN GOOD CONDITION, HOWEVER, THE PVC CAP HAS BEEN BURNED OFF
 AW2269'BY A BRUSH FIRE.  NOTE, DELETE 1.5 FEET NORTH OF POWER POLE NUMBER
 AW2269'29259, ADD 0.61 METERS (2.0 FT) NORTHEAST OF A POWERLINE POLE.
 AW2269
 AW2269                          STATION RECOVERY (1986)
 AW2269
 AW2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2269'NOT RECOVERED.
 AW2269
 AW2269                          STATION RECOVERY (1990)
 AW2269
 AW2269'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2269'MARK NOT FOUND.
 AW2269
 AW2269                          STATION RECOVERY (1993)
 AW2269
 AW2269'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2269'MARK NOT FOUND.
 AW2269
 AW2269                          STATION RECOVERY (2004)
 AW2269
 AW2269'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0528 ***********************************************************************
 AJ0528  DESIGNATION -  M 128
 AJ0528  PID         -  AJ0528
 AJ0528  STATE/COUNTY-  TX/JIM HOGG
 AJ0528  USGS QUAD   -  MC CAMPBELL RANCH (1972)
 AJ0528
 AJ0528                         *CURRENT SURVEY CONTROL
 AJ0528  ___________________________________________________________________
 AJ0528* NAD 83(1986)-  27 14 04.     (N)    098 38 51.     (W)     SCALED    
 AJ0528* NAVD 88     -       156.631  (meters)     513.88   (feet)  ADJUSTED  
 AJ0528  ___________________________________________________________________
 AJ0528  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AJ0528  DYNAMIC HT  -         156.380 (meters)     513.06  (feet)  COMP
 AJ0528  MODELED GRAV-     979,041.2   (mgal)                       NAVD 88
 AJ0528
 AJ0528  VERT ORDER  -  SECOND    CLASS 0
 AJ0528
 AJ0528.The horizontal coordinates were scaled from a topographic map and have
 AJ0528.an estimated accuracy of +/- 6 seconds.
 AJ0528
 AJ0528.The orthometric height was determined by differential leveling
 AJ0528.and adjusted by the National Geodetic Survey in June 1991..
 AJ0528
 AJ0528.The geoid height was determined by GEOID03.
 AJ0528
 AJ0528.The dynamic height is computed by dividing the NAVD 88
 AJ0528.geopotential number by the normal gravity value computed on the
 AJ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0528.degrees latitude (g = 980.6199 gals.).
 AJ0528
 AJ0528.The modeled gravity was interpolated from observed gravity values.
 AJ0528
 AJ0528;                    North         East    Units  Estimated Accuracy
 AJ0528;SPC TX S     - 5,173,710.      285,390.      MT  (+/- 180 meters Scaled)
 AJ0528
 AJ0528                          SUPERSEDED SURVEY CONTROL
 AJ0528
 AJ0528  NGVD 29 (??/??/92)  156.670  (m)          514.01   (f) ADJ UNCH    2 0
 AJ0528
 AJ0528.Superseded values are not recommended for survey control.
 AJ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0528.See file dsdata.txt to determine how the superseded data were derived.
 AJ0528
 AJ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR349124(NAD 83)
 AJ0528_MARKER: DB = BENCH MARK DISK
 AJ0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0528_STAMPING: M 128 1933
 AJ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0528+STABILITY: SURFACE MOTION
 AJ0528
 AJ0528  HISTORY     - Date     Condition        Report By
 AJ0528  HISTORY     - 1933     MONUMENTED       CGS
 AJ0528  HISTORY     - 1942     GOOD             NGS
 AJ0528  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0528
 AJ0528                          STATION DESCRIPTION
 AJ0528
 AJ0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0528'6.2 MI SE FROM HEBBRONVILLE.
 AJ0528'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0528'PROCEED 6.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTAVISTA TO THE
 AJ0528'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF
 AJ0528'INTERSECTION OF ROAD LEADING WEST, 30.0 FEET SOUTHWEST OF AND ABOUT
 AJ0528'THE SAME ELEVATION AS THE CENTERLINE OF CATTLE GUARD ACROSS THE ROAD,
 AJ0528'2.5 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT EAST OF
 AJ0528'RIGHT-OF-WAY FENCE.  A STD. DISK SET IN CONCRETE POST PROJECTING 0.5
 AJ0528'FOOT.
 AJ0528
 AJ0528                          STATION RECOVERY (1968)
 AJ0528
 AJ0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1858 ***********************************************************************
 BL1858  DESIGNATION -  M 1281
 BL1858  PID         -  BL1858
 BL1858  STATE/COUNTY-  TX/WALLER
 BL1858  USGS QUAD   -  WALLER NW (1980)
 BL1858
 BL1858                         *CURRENT SURVEY CONTROL
 BL1858  ___________________________________________________________________
 BL1858* NAD 83(1986)-  30 08 32.     (N)    095 52 39.     (W)     SCALED    
 BL1858* NAVD 88     -        86.81   (+/-2cm)     284.8    (feet)  VERTCON   
 BL1858  ___________________________________________________________________
 BL1858  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1858
 BL1858  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1858
 BL1858.The horizontal coordinates were scaled from a topographic map and have
 BL1858.an estimated accuracy of +/- 6 seconds.
 BL1858
 BL1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1858.The vertical order pertains to the NGVD 29 superseded value.
 BL1858
 BL1858.The geoid height was determined by GEOID03.
 BL1858
 BL1858;                    North         East    Units  Estimated Accuracy
 BL1858;SPC TXSC     - 4,259,910.      900,800.      MT  (+/- 180 meters Scaled)
 BL1858
 BL1858                          SUPERSEDED SURVEY CONTROL
 BL1858
 BL1858  NGVD 29 (04/06/79)   86.795  (m)          284.76   (f) ADJUSTED    1 2
 BL1858
 BL1858.Superseded values are not recommended for survey control.
 BL1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1858.See file dsdata.txt to determine how the superseded data were derived.
 BL1858
 BL1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP228380(NAD 83)
 BL1858_MARKER: DB = BENCH MARK DISK
 BL1858_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1858_SP_SET: STAINLESS STEEL ROD
 BL1858_STAMPING: M 1281 1978
 BL1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1858
 BL1858  HISTORY     - Date     Condition        Report By
 BL1858  HISTORY     - 1978     MONUMENTED       NGS
 BL1858  HISTORY     - 1987     GOOD             USPSQD
 BL1858  HISTORY     - 19990718 GOOD             USPSQD
 BL1858  HISTORY     - 20050825 GOOD             GEOCAC
 BL1858
 BL1858                          STATION DESCRIPTION
 BL1858
 BL1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1858'10.7 MI NE FROM WALLER.
 BL1858'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 BL1858'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER, THENCE 0.05 MILE NORTH
 BL1858'ALONG A PAVED ROAD, THENCE 0.05 MILE EAST ALONG MILLS ROAD, THENCE
 BL1858'ABOUT 5.1 MILES NORTH ALONG FIELDS STORE ROAD, THENCE 0.4 MILE EAST
 BL1858'ALONG MAYER ROAD, THENCE 2.0 MILES NORTH ALONG FIELDS STORE ROAD,
 BL1858'THENCE 1.1 MILES EAST ALONG JOSEPH ROAD, AND THENCE 1.65 MILES
 BL1858'SOUTHEAST ALONG HEGAR ROAD.  AT THE SOUTHEAST CORNER OF THE T JUNCTION
 BL1858'OF KICKAPOO ROAD AND HEGAR ROAD LEADING WEST, 41.5 FEET WEST OF THE
 BL1858'CENTERLINE OF KICKAPOO ROAD, 28.5 FEET SOUTH OF THE CENTERLINE OF
 BL1858'HEGAR ROAD, 1.5 FEET NORTHWEST OF A POWER POLE, AND 1 FOOT NORTHEAST
 BL1858'OF A FENCE CORNER POST.  DISK IS SET LEVEL WITH THE GROUND,  ACCESS
 BL1858'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1858
 BL1858                          STATION RECOVERY (1987)
 BL1858
 BL1858'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1858'RECOVERED IN GOOD CONDITION.
 BL1858
 BL1858                          STATION RECOVERY (1999)
 BL1858
 BL1858'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1858'RECOVERED IN GOOD CONDITION.
 BL1858
 BL1858                          STATION RECOVERY (2005)
 BL1858
 BL1858'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1858'CORRECT TO READ AT THE SOUTHWEST CORNER OF THE T JUNCTION. MODERATE
 BL1858'DAMAGE FROM MOWER BLADE, BUT VERTICAL POSITION APPEARS STABLE.
 BL1858'LAT/LON BY HANDHELD GPS(NAD83) N30 08 31.8 W095 52 38.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1833 ***********************************************************************
 BL1833  DESIGNATION -  M 1282
 BL1833  PID         -  BL1833
 BL1833  STATE/COUNTY-  TX/HARRIS
 BL1833  USGS QUAD   -  TOMBALL (1979)
 BL1833
 BL1833                         *CURRENT SURVEY CONTROL
 BL1833  ___________________________________________________________________
 BL1833* NAD 83(1986)-  30 01 22.     (N)    095 34 15.     (W)     SCALED    
 BL1833* NAVD 88     -        42.553  (meters)     139.61   (feet)  ADJUSTED  
 BL1833  ___________________________________________________________________
 BL1833  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1833  DYNAMIC HT  -          42.496 (meters)     139.42  (feet)  COMP
 BL1833  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 BL1833
 BL1833  VERT ORDER  -  FIRST     CLASS II
 BL1833
 BL1833.The horizontal coordinates were scaled from a topographic map and have
 BL1833.an estimated accuracy of +/- 6 seconds.
 BL1833
 BL1833.The orthometric height was determined by differential leveling
 BL1833.and adjusted by the National Geodetic Survey in June 1991..
 BL1833
 BL1833.The geoid height was determined by GEOID03.
 BL1833
 BL1833.The dynamic height is computed by dividing the NAVD 88
 BL1833.geopotential number by the normal gravity value computed on the
 BL1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1833.degrees latitude (g = 980.6199 gals.).
 BL1833
 BL1833.The modeled gravity was interpolated from observed gravity values.
 BL1833
 BL1833;                    North         East    Units  Estimated Accuracy
 BL1833;SPC TXSC     - 4,247,500.      930,720.      MT  (+/- 180 meters Scaled)
 BL1833
 BL1833                          SUPERSEDED SURVEY CONTROL
 BL1833
 BL1833  NGVD 29 (12/23/87)   42.547  (m)          139.59   (f) ADJUSTED    1 2
 BL1833
 BL1833.Superseded values are not recommended for survey control.
 BL1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1833.See file dsdata.txt to determine how the superseded data were derived.
 BL1833
 BL1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP520240(NAD 83)
 BL1833_MARKER: DB = BENCH MARK DISK
 BL1833_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1833_SP_SET: STAINLESS STEEL ROD
 BL1833_STAMPING: M 1282 1978
 BL1833_MARK LOGO: NGS   
 BL1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1833+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 BL1833
 BL1833  HISTORY     - Date     Condition        Report By
 BL1833  HISTORY     - 1978     MONUMENTED       NGS
 BL1833  HISTORY     - 1986     GOOD             NGS
 BL1833  HISTORY     - 20040712 GOOD             USPSQD
 BL1833
 BL1833                          STATION DESCRIPTION
 BL1833
 BL1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1833'5.7 MI SE FROM TOMBALL.
 BL1833'ABOUT 5.7 MILES SOUTHEAST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD
 BL1833'FROM THE RAILROAD STATION IN TOMBALL, AT THE JUNCTION OF CYPRESS
 BL1833'SPRING ROAD AND THE RAILROAD, 69.2 FEET SOUTHEAST OF THE CENTERLINE
 BL1833'OF CYPRESS AND SPRING ROAD, 42.5 FEET NORTHEAST OF THE CENTERLINE OF
 BL1833'LOUETTA ROAD, 35.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 2.3 FEET
 BL1833'NORTHWEST OF THE SECOND TELEPHONE POLE SOUTHWEST OF MILE POST 79.
 BL1833'DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS TO BE HAD
 BL1833'THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1833
 BL1833                          STATION RECOVERY (1986)
 BL1833
 BL1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1833'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--13.0
 BL1833'M (42.7 FT) NORTHEAST OF THE CENTERLINE OF MEMORIAL CHASE ROAD.
 BL1833'DELETE--42.5 FEET NORTHEAST OF THE CENTERLINE OF LOUETTA ROAD.
 BL1833
 BL1833                          STATION RECOVERY (2004)
 BL1833
 BL1833'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1833'HAS WITNESS POST WITH ORANGE TAPE ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2381 ***********************************************************************
 BY2381  DESIGNATION -  M 1283
 BY2381  PID         -  BY2381
 BY2381  STATE/COUNTY-  TX/SHELBY
 BY2381  USGS QUAD   -  TENAHA EAST (1984)
 BY2381
 BY2381                         *CURRENT SURVEY CONTROL
 BY2381  ___________________________________________________________________
 BY2381* NAD 83(1986)-  31 52 52.     (N)    094 12 46.     (W)     SCALED    
 BY2381* NAVD 88     -        84.041  (meters)     275.72   (feet)  ADJUSTED  
 BY2381  ___________________________________________________________________
 BY2381  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BY2381  DYNAMIC HT  -          83.941 (meters)     275.40  (feet)  COMP
 BY2381  MODELED GRAV-     979,453.3   (mgal)                       NAVD 88
 BY2381
 BY2381  VERT ORDER  -  FIRST     CLASS II
 BY2381
 BY2381.The horizontal coordinates were scaled from a topographic map and have
 BY2381.an estimated accuracy of +/- 6 seconds.
 BY2381
 BY2381.The orthometric height was determined by differential leveling
 BY2381.and adjusted by the National Geodetic Survey in June 1991..
 BY2381
 BY2381.The geoid height was determined by GEOID03.
 BY2381
 BY2381.The dynamic height is computed by dividing the NAVD 88
 BY2381.geopotential number by the normal gravity value computed on the
 BY2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2381.degrees latitude (g = 980.6199 gals.).
 BY2381
 BY2381.The modeled gravity was interpolated from observed gravity values.
 BY2381
 BY2381;                    North         East    Units  Estimated Accuracy
 BY2381;SPC TX C     - 3,261,420.    1,278,800.      MT  (+/- 180 meters Scaled)
 BY2381
 BY2381                          SUPERSEDED SURVEY CONTROL
 BY2381
 BY2381  NGVD 29 (??/??/??)   84.084  (m)          275.87   (f) ADJUSTED    1 2
 BY2381
 BY2381.Superseded values are not recommended for survey control.
 BY2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2381.See file dsdata.txt to determine how the superseded data were derived.
 BY2381
 BY2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR852278(NAD 83)
 BY2381_MARKER: DB = BENCH MARK DISK
 BY2381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2381_SP_SET: STAINLESS STEEL ROD
 BY2381_STAMPING: M 1283 1979
 BY2381_PROJECTION: RECESSED 3 CENTIMETERS
 BY2381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2381_ROD/PIPE-DEPTH: 4.57 meters
 BY2381
 BY2381  HISTORY     - Date     Condition        Report By
 BY2381  HISTORY     - 1979     MONUMENTED       NGS
 BY2381
 BY2381                          STATION DESCRIPTION
 BY2381
 BY2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2381'4.6 MI SE FROM TENAHA.
 BY2381'4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BY2381'HIGHWAY 84 IN TENAHA, ALSO 4.85 MILES NORTHWEST ALONG U.S. HIGHWAY 96
 BY2381'FROM THE JUNCTION OF STATE HIGHWAY 87 IN CENTER, IN LINE WITH THE
 BY2381'EXTENDED CENTERLINE OF A DIRT ROAD LEADING EAST, 57.9 FT. WEST OF
 BY2381'THE CENTERLINE OF THE HIGHWAY, 64.3 FT. SOUTH OF A TELEPHONE CABLE
 BY2381'JUNCTION BOX, 17.3 FT. SOUTHWEST OF THE SOUTH END OF A 2-FT. HIGH
 BY2381'CONCRETE SLAB, 1.0 FT. EAST OF A FENCE LINE.  DISK IS 4 INCHES BELOW
 BY2381'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2381'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BY2381'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2385 ***********************************************************************
 BX2385  DESIGNATION -  M 1284
 BX2385  PID         -  BX2385
 BX2385  STATE/COUNTY-  TX/SABINE
 BX2385  USGS QUAD   -  PINELAND NORTH (1984)
 BX2385
 BX2385                         *CURRENT SURVEY CONTROL
 BX2385  ___________________________________________________________________
 BX2385* NAD 83(1986)-  31 15 36.     (N)    093 59 13.     (W)     SCALED    
 BX2385* NAVD 88     -        78.757  (meters)     258.39   (feet)  ADJUSTED  
 BX2385  ___________________________________________________________________
 BX2385  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BX2385  DYNAMIC HT  -          78.657 (meters)     258.06  (feet)  COMP
 BX2385  MODELED GRAV-     979,371.4   (mgal)                       NAVD 88
 BX2385  OBS GRAVITY -     979,373.2   (mgal)                       GRAV_OBS
 BX2385
 BX2385  VERT ORDER  -  FIRST     CLASS II
 BX2385
 BX2385.The horizontal coordinates were scaled from a topographic map and have
 BX2385.an estimated accuracy of +/- 6 seconds.
 BX2385
 BX2385.The orthometric height was determined by differential leveling
 BX2385.and adjusted by the National Geodetic Survey in June 1991..
 BX2385
 BX2385.The geoid height was determined by GEOID03.
 BX2385
 BX2385.The dynamic height is computed by dividing the NAVD 88
 BX2385.geopotential number by the normal gravity value computed on the
 BX2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2385.degrees latitude (g = 980.6199 gals.).
 BX2385
 BX2385.The modeled gravity was interpolated from observed gravity values.
 BX2385.The observed gravity was obtained from relative gravimeter ties
 BX2385.to the IGSN71 gravity network.
 BX2385
 BX2385;                    North         East    Units  Estimated Accuracy
 BX2385;SPC TX C     - 3,193,870.    1,304,060.      MT  (+/- 180 meters Scaled)
 BX2385
 BX2385                          SUPERSEDED SURVEY CONTROL
 BX2385
 BX2385  NGVD 29 (??/??/??)   78.771  (m)          258.43   (f) ADJUSTED    1 2
 BX2385
 BX2385.Superseded values are not recommended for survey control.
 BX2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2385.See file dsdata.txt to determine how the superseded data were derived.
 BX2385
 BX2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ060588(NAD 83)
 BX2385_MARKER: I = METAL ROD
 BX2385_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2385_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BX2385_STAMPING: M 1284 1979
 BX2385_PROJECTION: FLUSH
 BX2385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2385+STABILITY: POSITION/ELEVATION WELL
 BX2385_ROD/PIPE-DEPTH: 11.3 meters
 BX2385_SLEEVE-DEPTH  : 7.32 meters
 BX2385
 BX2385  HISTORY     - Date     Condition        Report By
 BX2385  HISTORY     - 1979     MONUMENTED       NGS
 BX2385  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 BX2385
 BX2385                          STATION DESCRIPTION
 BX2385
 BX2385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2385'0.7 MI NW FROM PINELAND.
 BX2385'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF
 BX2385'STATE HIGHWAY 83 IN PINELAND, AT THE NORTH END OF THE SPUR OF A
 BX2385'CHAIN LINK FENCE, ON THE WEST SIDE OF THE CEMETERY BEHIND THE BETHEL
 BX2385'CHAPEL BAPTIST CHURCH, 325 FT. EAST OF THE CENTERLINE OF THE
 BX2385'HIGHWAY, 147.0 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF
 BX2385'THE CHURCH, 60.5 FT. SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 BX2385'THE LOUIS N. AND LAURAE JORDAN TOMBSTONE, 29.0 FT. SOUTHWEST OF
 BX2385'THE SOUTHWEST CORNER OF THE VAN DANIEL AND BESSIE MARSHALL TOMBSTONE,
 BX2385'53.5 FT. NORTH OF THE SOUTHWEST CORNER OF THE FENCE, 3.0 FT. EAST
 BX2385'OF THE FENCE.  DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS
 BX2385'TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BX2385'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BX2385
 BX2385                          STATION RECOVERY (2001)
 BX2385
 BX2385'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1973 ***********************************************************************
 BK1973  DESIGNATION -  M 1285
 BK1973  PID         -  BK1973
 BK1973  STATE/COUNTY-  TX/JASPER
 BK1973  USGS QUAD   -  GIST (1984)
 BK1973
 BK1973                         *CURRENT SURVEY CONTROL
 BK1973  ___________________________________________________________________
 BK1973* NAD 83(1986)-  30 16 29.     (N)    093 54 21.     (W)     SCALED    
 BK1973* NAVD 88     -        11.565  (meters)      37.94   (feet)  ADJUSTED  
 BK1973  ___________________________________________________________________
 BK1973  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BK1973  DYNAMIC HT  -          11.550 (meters)      37.89  (feet)  COMP
 BK1973  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 BK1973
 BK1973  VERT ORDER  -  FIRST     CLASS II
 BK1973
 BK1973.The horizontal coordinates were scaled from a topographic map and have
 BK1973.an estimated accuracy of +/- 6 seconds.
 BK1973
 BK1973.The orthometric height was determined by differential leveling
 BK1973.and adjusted by the National Geodetic Survey in June 1991..
 BK1973
 BK1973.The geoid height was determined by GEOID03.
 BK1973
 BK1973.The dynamic height is computed by dividing the NAVD 88
 BK1973.geopotential number by the normal gravity value computed on the
 BK1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1973.degrees latitude (g = 980.6199 gals.).
 BK1973
 BK1973.The modeled gravity was interpolated from observed gravity values.
 BK1973
 BK1973;                    North         East    Units  Estimated Accuracy
 BK1973;SPC TX C     - 3,085,270.    1,318,080.      MT  (+/- 180 meters Scaled)
 BK1973
 BK1973                          SUPERSEDED SURVEY CONTROL
 BK1973
 BK1973  NGVD 29 (??/??/??)   11.530  (m)           37.83   (f) ADJUSTED    1 2
 BK1973
 BK1973.Superseded values are not recommended for survey control.
 BK1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1973.See file dsdata.txt to determine how the superseded data were derived.
 BK1973
 BK1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP128495(NAD 83)
 BK1973_MARKER: I = METAL ROD
 BK1973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1973_SP_SET: STAINLESS STEEL ROD
 BK1973_STAMPING: M 1285 1979
 BK1973_PROJECTION: FLUSH
 BK1973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1973+STABILITY: POSITION/ELEVATION WELL
 BK1973_ROD/PIPE-DEPTH: 7.62 meters
 BK1973
 BK1973  HISTORY     - Date     Condition        Report By
 BK1973  HISTORY     - 1979     MONUMENTED       NGS
 BK1973
 BK1973                          STATION DESCRIPTION
 BK1973
 BK1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1973'4.7 MI NW FROM MAURICEVILLE.
 BK1973'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1973'HIGHWAY 12 IN MAURICEVILLE, AT THE NEW CHERRY GROVE BAPTIST CHURCH,
 BK1973'94.8 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 20.0 FT. NORTHWEST OF
 BK1973'THE CENTERLINE OF A PAVED ROAD LEADING WEST, 127.3 FT. SOUTHEAST OF
 BK1973'THE SOUTHEAST CORNER OF THE CHURCH, 28.6 FT. WEST OF A POWERLINE POLE,
 BK1973'12-INCH OAK TREE, UNDERGROUND TELEPHONE CABLE JUNCTION BOX AND FENCE
 BK1973'CORNER POST CLUSTER.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH
 BK1973'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1973'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 BK1973'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2408 ***********************************************************************
 BY2408  DESIGNATION -  M 1286
 BY2408  PID         -  BY2408
 BY2408  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2408  USGS QUAD   -  CHINQUAPIN (1984)
 BY2408
 BY2408                         *CURRENT SURVEY CONTROL
 BY2408  ___________________________________________________________________
 BY2408* NAD 83(1986)-  31 28 17.     (N)    094 07 00.     (W)     SCALED    
 BY2408* NAVD 88     -        93.704  (meters)     307.43   (feet)  ADJUSTED  
 BY2408  ___________________________________________________________________
 BY2408  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY2408  DYNAMIC HT  -          93.587 (meters)     307.04  (feet)  COMP
 BY2408  MODELED GRAV-     979,400.4   (mgal)                       NAVD 88
 BY2408
 BY2408  VERT ORDER  -  FIRST     CLASS II
 BY2408
 BY2408.The horizontal coordinates were scaled from a topographic map and have
 BY2408.an estimated accuracy of +/- 6 seconds.
 BY2408
 BY2408.The orthometric height was determined by differential leveling
 BY2408.and adjusted by the National Geodetic Survey in June 1991..
 BY2408
 BY2408.The geoid height was determined by GEOID03.
 BY2408
 BY2408.The dynamic height is computed by dividing the NAVD 88
 BY2408.geopotential number by the normal gravity value computed on the
 BY2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2408.degrees latitude (g = 980.6199 gals.).
 BY2408
 BY2408.The modeled gravity was interpolated from observed gravity values.
 BY2408
 BY2408;                    North         East    Units  Estimated Accuracy
 BY2408;SPC TX C     - 3,216,570.    1,290,420.      MT  (+/- 180 meters Scaled)
 BY2408
 BY2408                          SUPERSEDED SURVEY CONTROL
 BY2408
 BY2408  NGVD 29 (??/??/??)   93.730  (m)          307.51   (f) ADJUSTED    1 2
 BY2408
 BY2408.Superseded values are not recommended for survey control.
 BY2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2408.See file dsdata.txt to determine how the superseded data were derived.
 BY2408
 BY2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ939823(NAD 83)
 BY2408_MARKER: DB = BENCH MARK DISK
 BY2408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2408_SP_SET: STAINLESS STEEL ROD
 BY2408_STAMPING: M 1286 1979
 BY2408_PROJECTION: RECESSED 8 CENTIMETERS
 BY2408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2408_ROD/PIPE-DEPTH: 6.10 meters
 BY2408
 BY2408  HISTORY     - Date     Condition        Report By
 BY2408  HISTORY     - 1979     MONUMENTED       NGS
 BY2408
 BY2408                          STATION DESCRIPTION
 BY2408
 BY2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2408'4.5 MI SOUTH FROM SAN AUGUSTINE.
 BY2408'4.5 MILES SOUTH ALONG U.S HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2408'HIGHWAY 21 IN SAN AUGUSTINE, AT THE T-JUNCTION OF FARM ROAD 2213,
 BY2408'162.0 FT. NORTHWEST OF A CORNER FENCE POST, 140.0 FT. WEST OF THE
 BY2408'CENTER OF THE JUNCTION, 58.0 FT. SOUTHWEST OF THE CENTERLINE OF THE
 BY2408'HIGHWAY, 23.0 FT. SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER, 21.0
 BY2408'FT. NORTHWEST OF A POWERLINE POLE, 1.0 FT. NORTHEAST OF A FENCE LINE.
 BY2408'DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2408'PLASTIC SCREW PLUG.
 BY2408'THE MARK IS 2 FT  N FROM A WITNESS POST.
 BY2408'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2533 ***********************************************************************
 BY2533  DESIGNATION -  M 1287
 BY2533  PID         -  BY2533
 BY2533  STATE/COUNTY-  TX/RUSK
 BY2533  USGS QUAD   -  GARRISON EAST (1984)
 BY2533
 BY2533                         *CURRENT SURVEY CONTROL
 BY2533  ___________________________________________________________________
 BY2533* NAD 83(1986)-  31 50 53.     (N)    094 28 23.     (W)     SCALED    
 BY2533* NAVD 88     -       101.889  (meters)     334.28   (feet)  ADJUSTED  
 BY2533  ___________________________________________________________________
 BY2533  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY2533  DYNAMIC HT  -         101.765 (meters)     333.87  (feet)  COMP
 BY2533  MODELED GRAV-     979,426.8   (mgal)                       NAVD 88
 BY2533
 BY2533  VERT ORDER  -  FIRST     CLASS II
 BY2533
 BY2533.The horizontal coordinates were scaled from a topographic map and have
 BY2533.an estimated accuracy of +/- 6 seconds.
 BY2533
 BY2533.The orthometric height was determined by differential leveling
 BY2533.and adjusted by the National Geodetic Survey in June 1991..
 BY2533
 BY2533.The geoid height was determined by GEOID03.
 BY2533
 BY2533.The dynamic height is computed by dividing the NAVD 88
 BY2533.geopotential number by the normal gravity value computed on the
 BY2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2533.degrees latitude (g = 980.6199 gals.).
 BY2533
 BY2533.The modeled gravity was interpolated from observed gravity values.
 BY2533
 BY2533;                    North         East    Units  Estimated Accuracy
 BY2533;SPC TXNC     - 2,027,420.      981,090.      MT  (+/- 180 meters Scaled)
 BY2533
 BY2533                          SUPERSEDED SURVEY CONTROL
 BY2533
 BY2533.No superseded survey control is available for this station.
 BY2533
 BY2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR606245(NAD 83)
 BY2533_MARKER: DB = BENCH MARK DISK
 BY2533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2533_SP_SET: STAINLESS STEEL ROD
 BY2533_STAMPING: M 1287 1979
 BY2533_PROJECTION: PROJECTING 5 CENTIMETERS
 BY2533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2533_ROD/PIPE-DEPTH: 3.05 meters
 BY2533
 BY2533  HISTORY     - Date     Condition        Report By
 BY2533  HISTORY     - 1979     MONUMENTED       NGS
 BY2533
 BY2533                          STATION DESCRIPTION
 BY2533
 BY2533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2533'2.0 MI NE FROM GARRISON.
 BY2533'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY2533'ROAD 95 NORTH IN GARRISON, AT THE JUNCTION OF A BLACKTOPPED ROAD,
 BY2533'97.0 FT. WEST OF THE CENTERLINE OF A TRACK ROAD LEADING INTO A
 BY2533'PASTURE, 124 FT. SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.0 FT.
 BY2533'SOUTHWEST OF THE CENTERLINE OF THE BLACKTOPPED ROAD, 0.8 FT. NORTHEAST
 BY2533'OF A FENCE, 71.0 FT. NORTHWEST OF AN EVERGREEN TREE USED AS A FENCE
 BY2533'CORNER.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2533'A 4-INCH PLASTIC SCREW PLUG.  NOTE-AN EXCESSIVE EFFORT WAS MADE TO
 BY2533'GAIN THIS DEPTH.
 BY2533'THE MARK IS 1.3 FT  NNW FROM A WITNESS POST.
 BY2533'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1946 ***********************************************************************
 BK1946  DESIGNATION -  M 1288
 BK1946  PID         -  BK1946
 BK1946  STATE/COUNTY-  TX/JASPER
 BK1946  USGS QUAD   -  KIRBYVILLE (1984)
 BK1946
 BK1946                         *CURRENT SURVEY CONTROL
 BK1946  ___________________________________________________________________
 BK1946* NAD 83(1986)-  30 40 55.     (N)    093 53 43.     (W)     SCALED    
 BK1946* NAVD 88     -        34.054  (meters)     111.73   (feet)  ADJUSTED  
 BK1946  ___________________________________________________________________
 BK1946  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BK1946  DYNAMIC HT  -          34.010 (meters)     111.58  (feet)  COMP
 BK1946  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 BK1946
 BK1946  VERT ORDER  -  FIRST     CLASS II
 BK1946
 BK1946.The horizontal coordinates were scaled from a topographic map and have
 BK1946.an estimated accuracy of +/- 6 seconds.
 BK1946
 BK1946.The orthometric height was determined by differential leveling
 BK1946.and adjusted by the National Geodetic Survey in June 1991..
 BK1946
 BK1946.The geoid height was determined by GEOID03.
 BK1946
 BK1946.The dynamic height is computed by dividing the NAVD 88
 BK1946.geopotential number by the normal gravity value computed on the
 BK1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1946.degrees latitude (g = 980.6199 gals.).
 BK1946
 BK1946.The modeled gravity was interpolated from observed gravity values.
 BK1946
 BK1946;                    North         East    Units  Estimated Accuracy
 BK1946;SPC TX C     - 3,130,390.    1,316,490.      MT  (+/- 180 meters Scaled)
 BK1946
 BK1946                          SUPERSEDED SURVEY CONTROL
 BK1946
 BK1946  NGVD 29 (??/??/??)   34.040  (m)          111.68   (f) ADJUSTED    1 2
 BK1946
 BK1946.Superseded values are not recommended for survey control.
 BK1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1946.See file dsdata.txt to determine how the superseded data were derived.
 BK1946
 BK1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP142946(NAD 83)
 BK1946_MARKER: I = METAL ROD
 BK1946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1946_SP_SET: STAINLESS STEEL ROD
 BK1946_STAMPING: M 1288 1979
 BK1946_PROJECTION: RECESSED 10 CENTIMETERS
 BK1946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1946+STABILITY: POSITION/ELEVATION WELL
 BK1946_ROD/PIPE-DEPTH: 7.62 meters
 BK1946
 BK1946  HISTORY     - Date     Condition        Report By
 BK1946  HISTORY     - 1979     MONUMENTED       NGS
 BK1946  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 BK1946
 BK1946                          STATION DESCRIPTION
 BK1946
 BK1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1946'1.45 MI NORTH FROM KIRBYVILLE.
 BK1946'1.45 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM ROAD
 BK1946'1013 IN KIRBYVILLE, AT THE NORTHWEST EDGE OF PROPERTY OWNED BY THE
 BK1946'KIRBYVILLE GAS COMPANY, 86.3 FT. EAST OF THE CENTERLINE OF THE
 BK1946'HIGHWAY, 44.9 FT. EAST OF THE NORTH END OF A 12-INCH PIPE CULVERT,
 BK1946'52.1 FT. NORTH-NORTHWEST OF THE CORNER OF THE NORTH ENTRANCE OF THE
 BK1946'GAS COMPANY BUILDING, 2.0 FT. NORTH OF A DRIVEWAY CURB, 7.1 FT. EAST
 BK1946'OF A POWERLINE POLE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 BK1946'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1946'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 BK1946
 BK1946                          STATION RECOVERY (2004)
 BK1946
 BK1946'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2398 ***********************************************************************
 BX2398  DESIGNATION -  M 1289
 BX2398  PID         -  BX2398
 BX2398  STATE/COUNTY-  TX/JASPER
 BX2398  USGS QUAD   -  HARRISBURG (1984)
 BX2398
 BX2398                         *CURRENT SURVEY CONTROL
 BX2398  ___________________________________________________________________
 BX2398* NAD 83(1986)-  31 02 21.     (N)    093 58 49.     (W)     SCALED    
 BX2398* NAVD 88     -       114.924  (meters)     377.05   (feet)  ADJUSTED  
 BX2398  ___________________________________________________________________
 BX2398  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BX2398  DYNAMIC HT  -         114.775 (meters)     376.56  (feet)  COMP
 BX2398  MODELED GRAV-     979,338.6   (mgal)                       NAVD 88
 BX2398
 BX2398  VERT ORDER  -  FIRST     CLASS II
 BX2398
 BX2398.The horizontal coordinates were scaled from a topographic map and have
 BX2398.an estimated accuracy of +/- 6 seconds.
 BX2398
 BX2398.The orthometric height was determined by differential leveling
 BX2398.and adjusted by the National Geodetic Survey in June 1991..
 BX2398
 BX2398.The geoid height was determined by GEOID03.
 BX2398
 BX2398.The dynamic height is computed by dividing the NAVD 88
 BX2398.geopotential number by the normal gravity value computed on the
 BX2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2398.degrees latitude (g = 980.6199 gals.).
 BX2398
 BX2398.The modeled gravity was interpolated from observed gravity values.
 BX2398
 BX2398;                    North         East    Units  Estimated Accuracy
 BX2398;SPC TX C     - 3,169,460.    1,306,100.      MT  (+/- 180 meters Scaled)
 BX2398
 BX2398                          SUPERSEDED SURVEY CONTROL
 BX2398
 BX2398  NGVD 29 (??/??/??)  114.925  (m)          377.05   (f) ADJUSTED    1 2
 BX2398
 BX2398.Superseded values are not recommended for survey control.
 BX2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2398.See file dsdata.txt to determine how the superseded data were derived.
 BX2398
 BX2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ064343(NAD 83)
 BX2398_MARKER: DB = BENCH MARK DISK
 BX2398_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2398_SP_SET: STAINLESS STEEL ROD
 BX2398_STAMPING: M 1289 1979
 BX2398_PROJECTION: FLUSH
 BX2398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2398+STABILITY: POSITION/ELEVATION WELL
 BX2398_ROD/PIPE-DEPTH: 7.62 meters
 BX2398
 BX2398  HISTORY     - Date     Condition        Report By
 BX2398  HISTORY     - 1979     MONUMENTED       NGS
 BX2398
 BX2398                          STATION DESCRIPTION
 BX2398
 BX2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2398'8.5 MI NORTH FROM JASPER.
 BX2398'8.6 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BX2398'HIGHWAY 190 IN JASPER, AT A POWERLINE CROSSING, 266.0 FT. NORTHWEST
 BX2398'OF THE NORTH END OF A 24-INCH CONCRETE CULVERT, 128.0 FT. WEST OF
 BX2398'THE CENTERLINE OF HIGHWAY 96 SOUTHBOUND, 15.0 FT. NORTHWEST
 BX2398'OF A POWERLINE POLE WITH GUY WIRE, 1.0 FT. EAST OF A FENCE
 BX2398'LINE.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BX2398'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2398'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2505 ***********************************************************************
 BY2505  DESIGNATION -  M 1289 A
 BY2505  PID         -  BY2505
 BY2505  STATE/COUNTY-  TX/NACOGDOCHES
 BY2505  USGS QUAD   -  CUSHING (1973)
 BY2505
 BY2505                         *CURRENT SURVEY CONTROL
 BY2505  ___________________________________________________________________
 BY2505* NAD 83(1993)-  31 49 01.30062(N)    094 51 04.80006(W)     ADJUSTED  
 BY2505* NAVD 88     -       135.999  (meters)     446.19   (feet)  ADJUSTED  
 BY2505  ___________________________________________________________________
 BY2505  X           -    -458,784.970 (meters)                     COMP
 BY2505  Y           -  -5,405,440.534 (meters)                     COMP
 BY2505  Z           -   3,343,266.041 (meters)                     COMP
 BY2505  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BY2505  ELLIP HEIGHT-         109.45  (meters)          (02/16/96) GPS OBS
 BY2505  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY2505  DYNAMIC HT  -         135.835 (meters)     445.65  (feet)  COMP
 BY2505  MODELED GRAV-     979,431.8   (mgal)                       NAVD 88
 BY2505
 BY2505  HORZ ORDER  -  THIRD
 BY2505  VERT ORDER  -  FIRST     CLASS II
 BY2505  ELLP ORDER  -  FIFTH     CLASS I
 BY2505
 BY2505.The horizontal coordinates were established by GPS observations
 BY2505.and adjusted by the National Geodetic Survey in February 1996..
 BY2505
 BY2505.The orthometric height was determined by differential leveling
 BY2505.and adjusted by the National Geodetic Survey in June 1991..
 BY2505
 BY2505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BY2505
 BY2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2505
 BY2505.The ellipsoidal height was determined by GPS observations
 BY2505.and is referenced to NAD 83.
 BY2505
 BY2505.The geoid height was determined by GEOID03.
 BY2505
 BY2505.The dynamic height is computed by dividing the NAVD 88
 BY2505.geopotential number by the normal gravity value computed on the
 BY2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2505.degrees latitude (g = 980.6199 gals.).
 BY2505
 BY2505.The modeled gravity was interpolated from observed gravity values.
 BY2505
 BY2505;                    North         East     Units Scale Factor Converg.
 BY2505;SPC TX C     - 3,251,174.497 1,218,818.511   MT  0.99998286   +2 49 24.8
 BY2505;SPC TX C     -10,666,561.66  3,998,740.40   sFT  0.99998286   +2 49 24.8
 BY2505;UTM  15      - 3,521,647.750   324,771.651   MT  0.99997870   -0 58 34.6
 BY2505
 BY2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2505!SPC TX C     -   0.99998281  x   0.99998286  =   0.99996567
 BY2505!UTM  15      -   0.99998281  x   0.99997870  =   0.99996151
 BY2505
 BY2505                          SUPERSEDED SURVEY CONTROL
 BY2505
 BY2505  ELLIP H (01/21/93)  109.28   (m)                       GP(       ) 4 2
 BY2505  NAD 83(1986)-  31 49 01.31150(N)    094 51 04.78161(W) AD(       ) 3
 BY2505  NAD 27      -  31 49 00.71687(N)    094 51 04.02504(W) AD(       ) 3
 BY2505  NGVD 29 (12/08/88)  136.03   (m)          446.3    (f) LEVELING    3  
 BY2505
 BY2505.Superseded values are not recommended for survey control.
 BY2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2505.See file dsdata.txt to determine how the superseded data were derived.
 BY2505
 BY2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR2477221648(NAD 83)
 BY2505_MARKER: DB = BENCH MARK DISK
 BY2505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2505_SP_SET: STAINLESS STEEL ROD
 BY2505_STAMPING: M 1289 A 1979
 BY2505_MARK LOGO: NGS   
 BY2505_PROJECTION: FLUSH
 BY2505_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2505+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1988
 BY2505_ROD/PIPE-DEPTH: 4.57 meters
 BY2505
 BY2505  HISTORY     - Date     Condition        Report By
 BY2505  HISTORY     - 1979     MONUMENTED       NGS
 BY2505  HISTORY     - 19881120 GOOD             NGS
 BY2505  HISTORY     - 19980919 GOOD             USPSQD
 BY2505
 BY2505                          STATION DESCRIPTION
 BY2505
 BY2505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2505'0.55 MI WEST FROM CUSHING.
 BY2505'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2505'0.55 MILE WEST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM ROAD
 BY2505'225 IN CUSHING, AT A TEXAS POWER AND LIGHT COMPANY ELECTRICAL
 BY2505'SUBSTATION, 66.0 FT. WEST OF THE SOUTHWEST CORNER OF A CHAIN LINK
 BY2505'FENCE AROUND THE SUBSTATION, 65.0 FT. EAST OF THE CENTERLINE OF A
 BY2505'PRIVATE DRIVE, 59.0 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BY2505'2.0 FT. SOUTHEAST OF A WOOD FENCE CORNER, 1.8 FT. SOUTH OF A HIGHWAY
 BY2505'RIGHT-OF-WAY MARKER.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH
 BY2505'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2505'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BY2505
 BY2505                          STATION RECOVERY (1988)
 BY2505
 BY2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BY2505'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) EAST OF SACUL, AND 1.0 KM
 BY2505'(0.60 MI) , WEST OF CUSHING AT A ELECTRIC SUB
 BY2505'STATION.OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, AUSTIN TX.
 BY2505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 204 AND FARM
 BY2505'ROAD 225 IN CUSHING.  GO WEST ON STATE HIGHWAY 204 FOR 0.8 KM
 BY2505'(0.50 MI) TO THE STATION ON THE RIGHT.
 BY2505'THE MARK IS SET 19.8 M (65.0 FT) EAST OF A PRIVATE DRIVEWAY, 18.1 M
 BY2505'(59.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.  8.1 M (26.6 FT)
 BY2505'SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE THAT IS AROUND THE
 BY2505'SUB-STATION, 0.5 M (1.6 FT) SOUTHE OF THE SOUTH END OF A BOARD
 BY2505'FENCE,AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
 BY2505'DESCRIBED BY B.L.L.
 BY2505
 BY2505                          STATION RECOVERY (1998)
 BY2505
 BY2505'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0912 ***********************************************************************
 AE0912  DESIGNATION -  M 129
 AE0912  PID         -  AE0912
 AE0912  STATE/COUNTY-  TX/STARR
 AE0912  USGS QUAD   -  LA GLORIA (1993)
 AE0912
 AE0912                         *CURRENT SURVEY CONTROL
 AE0912  ___________________________________________________________________
 AE0912* NAD 83(1986)-  26 38 05.     (N)    098 35 33.     (W)     SCALED    
 AE0912* NAVD 88     -       127.275  (meters)     417.57   (feet)  ADJUSTED  
 AE0912  ___________________________________________________________________
 AE0912  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AE0912  DYNAMIC HT  -         127.065 (meters)     416.88  (feet)  COMP
 AE0912  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 AE0912
 AE0912  VERT ORDER  -  SECOND    CLASS 0
 AE0912
 AE0912.The horizontal coordinates were scaled from a topographic map and have
 AE0912.an estimated accuracy of +/- 6 seconds.
 AE0912
 AE0912.The orthometric height was determined by differential leveling
 AE0912.and adjusted by the National Geodetic Survey in June 1991..
 AE0912
 AE0912.The geoid height was determined by GEOID03.
 AE0912
 AE0912.The dynamic height is computed by dividing the NAVD 88
 AE0912.geopotential number by the normal gravity value computed on the
 AE0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0912.degrees latitude (g = 980.6199 gals.).
 AE0912
 AE0912.The modeled gravity was interpolated from observed gravity values.
 AE0912
 AE0912;                    North         East    Units  Estimated Accuracy
 AE0912;SPC TX S     - 5,107,260.      290,790.      MT  (+/- 180 meters Scaled)
 AE0912
 AE0912                          SUPERSEDED SURVEY CONTROL
 AE0912
 AE0912  NGVD 29 (??/??/92)  127.330  (m)          417.75   (f) ADJ UNCH    2 0
 AE0912
 AE0912.Superseded values are not recommended for survey control.
 AE0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0912.See file dsdata.txt to determine how the superseded data were derived.
 AE0912
 AE0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ405460(NAD 83)
 AE0912_MARKER: DB = BENCH MARK DISK
 AE0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0912_STAMPING: M-129 1933
 AE0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0912+STABILITY: SURFACE MOTION
 AE0912
 AE0912  HISTORY     - Date     Condition        Report By
 AE0912  HISTORY     - 1933     MONUMENTED       CGS
 AE0912  HISTORY     - 1954     MARK NOT FOUND   NGS
 AE0912
 AE0912                          STATION DESCRIPTION
 AE0912
 AE0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AE0912'23.3 MI N FROM RIO GRANDE CITY.
 AE0912'ALONG SANTA ELENA-RIO GRANDE CITY ROAD 11.05 MILES SOUTH OF SANTA
 AE0912'ELENA 40 FEET EAST OF CENTER OF AUTO PASS AT CATTLE GUARD IN EAST-WEST
 AE0912'FENCE.
 AE0912
 AE0912                          STATION RECOVERY (1954)
 AE0912
 AE0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AE0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2479 ***********************************************************************
 BY2479  DESIGNATION -  M 1290
 BY2479  PID         -  BY2479
 BY2479  STATE/COUNTY-  TX/CHEROKEE
 BY2479  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2479
 BY2479                         *CURRENT SURVEY CONTROL
 BY2479  ___________________________________________________________________
 BY2479* NAD 83(1986)-  31 55 52.     (N)    095 21 11.     (W)     SCALED    
 BY2479* NAVD 88     -       144.914  (meters)     475.44   (feet)  ADJUSTED  
 BY2479  ___________________________________________________________________
 BY2479  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY2479  DYNAMIC HT  -         144.739 (meters)     474.86  (feet)  COMP
 BY2479  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 BY2479
 BY2479  VERT ORDER  -  FIRST     CLASS II
 BY2479
 BY2479.The horizontal coordinates were scaled from a topographic map and have
 BY2479.an estimated accuracy of +/- 6 seconds.
 BY2479
 BY2479.The orthometric height was determined by differential leveling
 BY2479.and adjusted by the National Geodetic Survey in June 1991..
 BY2479
 BY2479.The geoid height was determined by GEOID03.
 BY2479
 BY2479.The dynamic height is computed by dividing the NAVD 88
 BY2479.geopotential number by the normal gravity value computed on the
 BY2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2479.degrees latitude (g = 980.6199 gals.).
 BY2479
 BY2479.The modeled gravity was interpolated from observed gravity values.
 BY2479
 BY2479;                    North         East    Units  Estimated Accuracy
 BY2479;SPC TX C     - 3,261,580.    1,170,800.      MT  (+/- 180 meters Scaled)
 BY2479
 BY2479                          SUPERSEDED SURVEY CONTROL
 BY2479
 BY2479.No superseded survey control is available for this station.
 BY2479
 BY2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR775352(NAD 83)
 BY2479_MARKER: DB = BENCH MARK DISK
 BY2479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2479_SP_SET: STAINLESS STEEL ROD
 BY2479_STAMPING: M 1290 1980
 BY2479_PROJECTION: FLUSH
 BY2479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2479_ROD/PIPE-DEPTH: 2.1  meters
 BY2479
 BY2479  HISTORY     - Date     Condition        Report By
 BY2479  HISTORY     - 1980     MONUMENTED       NGS
 BY2479  HISTORY     - 19910420 GOOD             USPSQD
 BY2479  HISTORY     - 19960420 GOOD             USPSQD
 BY2479  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY2479
 BY2479                          STATION DESCRIPTION
 BY2479
 BY2479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2479'9.15 KM SW FROM JACKSONVILLE.
 BY2479'9.0 KM. (5.6 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF
 BY2479'U.S. HIGHWAY 69 IN JACKSONVILLE, THENCE 0.15 KM. (0.1 MI.) WEST ALONG
 BY2479'OLD U.S. HIGHWAY 79, AT THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST,
 BY2479'24.4 M. (80.0 FT.) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BY2479'16.5 M. (54.0 FT.) WEST-NORTHWEST OF A 40-CM. ROUND CONCRETE CULVERT
 BY2479'UNDER THE HIGHWAY, 12.2 M. (40.0 FT.) WEST-NORTHWEST OF THE CENTERLINE
 BY2479'OF THE ROAD, 11.6 M. (38.0 FT.) NORTH-NORTHWEST OF A 40-CM. CONCRETE
 BY2479'CULVERT UNDER THE ROAD, 9.8 M. (32.0 FT.) NORTH-NORTHEAST OF A FENCE
 BY2479'CORNER AND A GATEPOST, 2.7 M. (9.0 FT.) NORTH-NORTHEAST OF A POWERLINE
 BY2479'POLE, 0.3 M. (1.0 FT.) SOUTH-SOUTHWEST OF A FENCE.  DISK IS 6 CM.
 BY2479'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW
 BY2479'PLUG.
 BY2479'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 BY2479'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY2479
 BY2479                          STATION RECOVERY (1991)
 BY2479
 BY2479'RECOVERY NOTE BY US POWER SQUADRON 1991 (GB)
 BY2479'RECOVERED IN GOOD CONDITION.
 BY2479
 BY2479                          STATION RECOVERY (1996)
 BY2479
 BY2479'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2479'RECOVERED IN GOOD CONDITION.
 BY2479
 BY2479                          STATION RECOVERY (2004)
 BY2479
 BY2479'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2430 ***********************************************************************
 BY2430  DESIGNATION -  M 1291
 BY2430  PID         -  BY2430
 BY2430  STATE/COUNTY-  TX/HOUSTON
 BY2430  USGS QUAD   -  LOVELADY NORTH (1963)
 BY2430
 BY2430                         *CURRENT SURVEY CONTROL
 BY2430  ___________________________________________________________________
 BY2430* NAD 83(1986)-  31 13 59.     (N)    095 28 52.     (W)     SCALED    
 BY2430* NAVD 88     -       110.437  (meters)     362.33   (feet)  ADJUSTED  
 BY2430  ___________________________________________________________________
 BY2430  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY2430  DYNAMIC HT  -         110.298 (meters)     361.87  (feet)  COMP
 BY2430  MODELED GRAV-     979,381.0   (mgal)                       NAVD 88
 BY2430  OBS GRAVITY -     979,379.5   (mgal)                       GRAV_OBS
 BY2430
 BY2430  VERT ORDER  -  FIRST     CLASS II
 BY2430
 BY2430.The horizontal coordinates were scaled from a topographic map and have
 BY2430.an estimated accuracy of +/- 6 seconds.
 BY2430
 BY2430.The orthometric height was determined by differential leveling
 BY2430.and adjusted by the National Geodetic Survey in June 1991..
 BY2430
 BY2430.The geoid height was determined by GEOID03.
 BY2430
 BY2430.The dynamic height is computed by dividing the NAVD 88
 BY2430.geopotential number by the normal gravity value computed on the
 BY2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2430.degrees latitude (g = 980.6199 gals.).
 BY2430
 BY2430.The modeled gravity was interpolated from observed gravity values.
 BY2430.The observed gravity was obtained from relative gravimeter ties
 BY2430.to the IGSN71 gravity network.
 BY2430
 BY2430;                    North         East    Units  Estimated Accuracy
 BY2430;SPC TX C     - 3,183,720.    1,162,080.      MT  (+/- 180 meters Scaled)
 BY2430
 BY2430                          SUPERSEDED SURVEY CONTROL
 BY2430
 BY2430.No superseded survey control is available for this station.
 BY2430
 BY2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ636580(NAD 83)
 BY2430_MARKER: I = METAL ROD
 BY2430_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2430_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2430_STAMPING: M 1291 1980
 BY2430_PROJECTION: FLUSH
 BY2430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2430+STABILITY: POSITION/ELEVATION WELL
 BY2430_ROD/PIPE-DEPTH: 13.4 meters
 BY2430_SLEEVE-DEPTH  : 11.8 meters
 BY2430
 BY2430  HISTORY     - Date     Condition        Report By
 BY2430  HISTORY     - 1980     MONUMENTED       NGS
 BY2430
 BY2430                          STATION DESCRIPTION
 BY2430
 BY2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2430'9.3 KM SOUTH FROM CROCKETT.
 BY2430'9.3 KM. (5.75 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE HOUSTON
 BY2430'COUNTY COURTHOUSE IN CROCKETT, ALSO 3.2 KM. (2.0 MI.) SOUTH OF THE
 BY2430'SOUTHERNMOST ENTRANCE TO A REST AREA, ABOUT 91 M. (300 FT.) WEST OF
 BY2430'THE HIGHWAY, ON PROPERTY OWNED BY MR. PAUL CUPELAND, 20.7 M.
 BY2430'(67.8 FT.) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOME AND
 BY2430'GARAGE, 6.5 M. (21.3 FT.) SOUTHEAST OF A 60-CM. OAK TREE, 10.6 M.
 BY2430'(34.7 FT.) SOUTHEAST OF A HOLLY TREE, 1.4 M. (4.7 FT.) NORTH OF A
 BY2430'BOARD FENCE.  DATUM POINT IS 3 CM. BELOW GROUND, ACCESS TO WHICH IS
 BY2430'HAD THROUGH A 13-CM. LOGO CAP.
 BY2430'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 BY2430'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1133 ***********************************************************************
 BZ1133  DESIGNATION -  M 1294
 BZ1133  PID         -  BZ1133
 BZ1133  STATE/COUNTY-  TX/LEON
 BZ1133  USGS QUAD   -  BUFFALO (1982)
 BZ1133
 BZ1133                         *CURRENT SURVEY CONTROL
 BZ1133  ___________________________________________________________________
 BZ1133* NAD 83(1986)-  31 25 45.     (N)    096 05 37.     (W)     SCALED    
 BZ1133* NAVD 88     -       123.805  (meters)     406.18   (feet)  ADJUSTED  
 BZ1133  ___________________________________________________________________
 BZ1133  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ1133  DYNAMIC HT  -         123.652 (meters)     405.68  (feet)  COMP
 BZ1133  MODELED GRAV-     979,405.3   (mgal)                       NAVD 88
 BZ1133
 BZ1133  VERT ORDER  -  FIRST     CLASS II
 BZ1133
 BZ1133.The horizontal coordinates were scaled from a topographic map and have
 BZ1133.an estimated accuracy of +/- 6 seconds.
 BZ1133
 BZ1133.The orthometric height was determined by differential leveling
 BZ1133.and adjusted by the National Geodetic Survey in June 1991..
 BZ1133
 BZ1133.The geoid height was determined by GEOID03.
 BZ1133
 BZ1133.The dynamic height is computed by dividing the NAVD 88
 BZ1133.geopotential number by the normal gravity value computed on the
 BZ1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1133.degrees latitude (g = 980.6199 gals.).
 BZ1133
 BZ1133.The modeled gravity was interpolated from observed gravity values.
 BZ1133
 BZ1133;                    North         East    Units  Estimated Accuracy
 BZ1133;SPC TX C     - 3,203,060.    1,102,950.      MT  (+/- 180 meters Scaled)
 BZ1133
 BZ1133                          SUPERSEDED SURVEY CONTROL
 BZ1133
 BZ1133.No superseded survey control is available for this station.
 BZ1133
 BZ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV762808(NAD 83)
 BZ1133_MARKER: DB = BENCH MARK DISK
 BZ1133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1133_SP_SET: STAINLESS STEEL ROD
 BZ1133_STAMPING: M 1294 1980
 BZ1133_PROJECTION: FLUSH
 BZ1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1133_ROD/PIPE-DEPTH: 5.8  meters
 BZ1133
 BZ1133  HISTORY     - Date     Condition        Report By
 BZ1133  HISTORY     - 1980     MONUMENTED       NGS
 BZ1133  HISTORY     - 1990     GOOD             USPSQD
 BZ1133
 BZ1133                          STATION DESCRIPTION
 BZ1133
 BZ1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1133'4.6 KM SW FROM BUFFALO.
 BZ1133'4.6 KM. (2.85 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BZ1133'OF U.S. HIGHWAY 75 IN BUFFALO, AT A FIELD ROAD LEADING NORTHWEST,
 BZ1133'22.0 M. (72.0 FT.) NORTH-NORTHEAST OF A CORNER FENCE POST, 14.6 M.
 BZ1133'(48.0 FT.) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.0 M.
 BZ1133'(46.0 FT.) SOUTH-SOUTHWEST OF A POWERLINE POLE, 4.0 M. (13.0 FT.)
 BZ1133'WEST-NORTHWEST OF THE NORTHEAST END OF A CONCRETE CULVERT, 1.5 M.
 BZ1133'(5.0 FT.) EAST-SOUTHEAST OF AN OVERHEAD POWERLINE, 4.0 M. (13.0 FT.)
 BZ1133'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE FIELD ROAD, 3.4 M.
 BZ1133'(11.0 FT.) NORTH-NORTHEAST OF A RIGHT-OF-WAY MARKER, 0.2 M.
 BZ1133'(0.5 FT.) EAST-SOUTHEAST OF A FENCE.  DISK IS 6 CM. BELOW GROUND,
 BZ1133'ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BZ1133'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BZ1133'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1133
 BZ1133                          STATION RECOVERY (1990)
 BZ1133
 BZ1133'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1168 ***********************************************************************
 BZ1168  DESIGNATION -  M 1295
 BZ1168  PID         -  BZ1168
 BZ1168  STATE/COUNTY-  TX/HILL
 BZ1168  USGS QUAD   -  HUBBARD (1978)
 BZ1168
 BZ1168                         *CURRENT SURVEY CONTROL
 BZ1168  ___________________________________________________________________
 BZ1168* NAD 83(1986)-  31 50 06.     (N)    096 47 02.     (W)     SCALED    
 BZ1168* NAVD 88     -       172.553  (meters)     566.12   (feet)  ADJUSTED  
 BZ1168  ___________________________________________________________________
 BZ1168  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BZ1168  DYNAMIC HT  -         172.347 (meters)     565.44  (feet)  COMP
 BZ1168  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 BZ1168
 BZ1168  VERT ORDER  -  FIRST     CLASS II
 BZ1168
 BZ1168.The horizontal coordinates were scaled from a topographic map and have
 BZ1168.an estimated accuracy of +/- 6 seconds.
 BZ1168
 BZ1168.The orthometric height was determined by differential leveling
 BZ1168.and adjusted by the National Geodetic Survey in June 1991..
 BZ1168
 BZ1168.The geoid height was determined by GEOID03.
 BZ1168
 BZ1168.The dynamic height is computed by dividing the NAVD 88
 BZ1168.geopotential number by the normal gravity value computed on the
 BZ1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1168.degrees latitude (g = 980.6199 gals.).
 BZ1168
 BZ1168.The modeled gravity was interpolated from observed gravity values.
 BZ1168
 BZ1168;                    North         East    Units  Estimated Accuracy
 BZ1168;SPC TXNC     - 2,020,000.      762,460.      MT  (+/- 180 meters Scaled)
 BZ1168
 BZ1168                          SUPERSEDED SURVEY CONTROL
 BZ1168
 BZ1168.No superseded survey control is available for this station.
 BZ1168
 BZ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA097242(NAD 83)
 BZ1168_MARKER: I = METAL ROD
 BZ1168_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1168_SP_SET: STAINLESS STEEL ROD
 BZ1168_STAMPING: M 1295 1980
 BZ1168_PROJECTION: FLUSH
 BZ1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1168_ROD/PIPE-DEPTH: 6.4  meters
 BZ1168
 BZ1168  HISTORY     - Date     Condition        Report By
 BZ1168  HISTORY     - 1980     MONUMENTED       NGS
 BZ1168  HISTORY     - 19950715 GOOD             USPSQD
 BZ1168
 BZ1168                          STATION DESCRIPTION
 BZ1168
 BZ1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1168'1.9 KM SE FROM HUBBARD.
 BZ1168'1.9 KM. (1.2 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1168'OF STATE HIGHWAY 31 IN HUBBARD, AT A PRIVATE DRIVE AND GATE LEADING TO
 BZ1168'A RESIDENCE, 17.4 M. (57.0 FT.) SOUTHWEST AND ACROSS THE FENCE FROM
 BZ1168'THE CENTERLINE OF THE HIGHWAY, 8.2 M. (27.0 FT.) SOUTHEAST OF THE
 BZ1168'CENTERLINE OF THE PRIVATE DRIVE, 25.0 M. (82.0 FT.) NORTH OF THE
 BZ1168'NORTHERNMOST EDGE OF A POND, 16.5 M. (54.0 FT.) NORTHWEST OF A
 BZ1168'POWERLINE POLE WITH GUY WIRE, 0.7 M. (2.3 FT.) SOUTH-SOUTHEAST OF THE
 BZ1168'SOUTHEASTERNMOST 20-CM. STEEL POLE FENCE POST, 0.3 M. (1.0 FT.)
 BZ1168'SOUTHWEST OF A FENCE.  DATUM POINT IS 7 CM. BELOW GROUND, ACCESS TO
 BZ1168'WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1168'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 BZ1168'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BZ1168
 BZ1168                          STATION RECOVERY (1995)
 BZ1168
 BZ1168'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2422 ***********************************************************************
 BY2422  DESIGNATION -  M 1296
 BY2422  PID         -  BY2422
 BY2422  STATE/COUNTY-  TX/TRINITY
 BY2422  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY2422
 BY2422                         *CURRENT SURVEY CONTROL
 BY2422  ___________________________________________________________________
 BY2422* NAD 83(1986)-  31 01 19.     (N)    095 25 27.     (W)     SCALED    
 BY2422* NAVD 88     -        70.150  (meters)     230.15   (feet)  ADJUSTED  
 BY2422  ___________________________________________________________________
 BY2422  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY2422  DYNAMIC HT  -          70.061 (meters)     229.86  (feet)  COMP
 BY2422  MODELED GRAV-     979,370.8   (mgal)                       NAVD 88
 BY2422
 BY2422  VERT ORDER  -  FIRST     CLASS II
 BY2422
 BY2422.The horizontal coordinates were scaled from a topographic map and have
 BY2422.an estimated accuracy of +/- 6 seconds.
 BY2422
 BY2422.The orthometric height was determined by differential leveling
 BY2422.and adjusted by the National Geodetic Survey in June 1991..
 BY2422
 BY2422.The geoid height was determined by GEOID03.
 BY2422
 BY2422.The dynamic height is computed by dividing the NAVD 88
 BY2422.geopotential number by the normal gravity value computed on the
 BY2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2422.degrees latitude (g = 980.6199 gals.).
 BY2422
 BY2422.The modeled gravity was interpolated from observed gravity values.
 BY2422
 BY2422;                    North         East    Units  Estimated Accuracy
 BY2422;SPC TX C     - 3,160,580.    1,168,530.      MT  (+/- 180 meters Scaled)
 BY2422
 BY2422                          SUPERSEDED SURVEY CONTROL
 BY2422
 BY2422.No superseded survey control is available for this station.
 BY2422
 BY2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ685345(NAD 83)
 BY2422_MARKER: DB = BENCH MARK DISK
 BY2422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2422_SP_SET: STAINLESS STEEL ROD
 BY2422_STAMPING: M 1296 1980
 BY2422_PROJECTION: FLUSH
 BY2422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2422_ROD/PIPE-DEPTH: 6.1  meters
 BY2422
 BY2422  HISTORY     - Date     Condition        Report By
 BY2422  HISTORY     - 1980     MONUMENTED       NGS
 BY2422
 BY2422                          STATION DESCRIPTION
 BY2422
 BY2422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2422'9.7 KM NW FROM TRINITY.
 BY2422'9.7 KM. (6.05 MI.) NORTHWEST ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 BY2422'OF STATE HIGHWAY 94 IN TRINITY, ALSO 11.45 KM. (7.1 MI.) SOUTHEAST
 BY2422'ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF FARM ROAD 230 IN LOVELADY.
 BY2422'42.7 M. (140 FT.) WEST OF THE CENTERLINE OF THE HIGHWAY, 14.0 M.
 BY2422'(46.0 FT.) SOUTH-SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD LEADING
 BY2422'WEST, 7.6 M. (24.9 FT.) SOUTHEAST OF A 70-CM. PINE TREE, 5.6 M.
 BY2422'(18.3 FT.) SOUTHWEST OF A 70-CM. PINE TREE, 21.9 M. (72.0 FT.)
 BY2422'WEST-NORTHWEST OF THE NORTH CORNER OF AN ABANDONED WOOD SHED.  DISK IS
 BY2422'10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC
 BY2422'SCREW PLUG.
 BY2422'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BY2422'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2450 ***********************************************************************
 BY2450  DESIGNATION -  M 1297
 BY2450  PID         -  BY2450
 BY2450  STATE/COUNTY-  TX/ANDERSON
 BY2450  USGS QUAD   -  ELKHART CREEK (1982)
 BY2450
 BY2450                         *CURRENT SURVEY CONTROL
 BY2450  ___________________________________________________________________
 BY2450* NAD 83(1986)-  31 36 01.     (N)    095 31 07.     (W)     SCALED    
 BY2450* NAVD 88     -       153.477  (meters)     503.53   (feet)  ADJUSTED  
 BY2450  ___________________________________________________________________
 BY2450  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY2450  DYNAMIC HT  -         153.287 (meters)     502.91  (feet)  COMP
 BY2450  MODELED GRAV-     979,396.0   (mgal)                       NAVD 88
 BY2450
 BY2450  VERT ORDER  -  FIRST     CLASS II
 BY2450
 BY2450.The horizontal coordinates were scaled from a topographic map and have
 BY2450.an estimated accuracy of +/- 6 seconds.
 BY2450
 BY2450.The orthometric height was determined by differential leveling
 BY2450.and adjusted by the National Geodetic Survey in June 1991..
 BY2450
 BY2450.The geoid height was determined by GEOID03.
 BY2450
 BY2450.The dynamic height is computed by dividing the NAVD 88
 BY2450.geopotential number by the normal gravity value computed on the
 BY2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2450.degrees latitude (g = 980.6199 gals.).
 BY2450
 BY2450.The modeled gravity was interpolated from observed gravity values.
 BY2450
 BY2450;                    North         East    Units  Estimated Accuracy
 BY2450;SPC TX C     - 3,224,240.    1,156,750.      MT  (+/- 180 meters Scaled)
 BY2450
 BY2450                          SUPERSEDED SURVEY CONTROL
 BY2450
 BY2450.No superseded survey control is available for this station.
 BY2450
 BY2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ610988(NAD 83)
 BY2450_MARKER: DB = BENCH MARK DISK
 BY2450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2450_SP_SET: STAINLESS STEEL ROD
 BY2450_STAMPING: M 1297 1980
 BY2450_PROJECTION: FLUSH
 BY2450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2450_ROD/PIPE-DEPTH: 3.0  meters
 BY2450
 BY2450  HISTORY     - Date     Condition        Report By
 BY2450  HISTORY     - 1980     MONUMENTED       NGS
 BY2450
 BY2450                          STATION DESCRIPTION
 BY2450
 BY2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2450'6.8 KM SE FROM ELKHART.
 BY2450'6.8 KM. (4.2 MI.) SOUTHEAST ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY
 BY2450'287 FROM THE JUNCTION OF STATE HIGHWAY 294 IN ELKHART, AT A DIRT DRIVE
 BY2450'LEADING NORTHEAST TO ALFREDS GARAGE, 25.5 M. (84.0 FT.) NORTHEAST OF
 BY2450'THE CENTERLINE OF THE HIGHWAY, 6.7 M. (22.0 FT.) NORTH-NORTHWEST OF
 BY2450'THE CENTER OF THE DRIVE AND A WOODEN GATE, 39.0 M. (128 FT.)
 BY2450'EAST-SOUTHEAST OF THE CENTER OF THE NORTHEAST END OF A CONCRETE
 BY2450'CULVERT, 0.9 M. (3.0 FT.) NORTH-NORTHWEST OF A FENCE INTERSECTION
 BY2450'LEADING NORTHEAST TO THE GARAGE, 0.8 M. (2.5 FT.) SOUTHEAST OF A
 BY2450'RIGHT-OF-WAY MARKER, 0.3 M. (1.0 FT.) WEST-SOUTHWEST OF A FENCE.  DISK
 BY2450'IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BY2450'PLASTIC SCREW PLUG.
 BY2450'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BY2450'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0085 ***********************************************************************
 CU0085  DESIGNATION -  M 13
 CU0085  PID         -  CU0085
 CU0085  STATE/COUNTY-  TX/FISHER
 CU0085  USGS QUAD   -  ESKOTA (1987)
 CU0085
 CU0085                         *CURRENT SURVEY CONTROL
 CU0085  ___________________________________________________________________
 CU0085* NAD 83(1986)-  32 31 41.     (N)    100 15 40.     (W)     SCALED    
 CU0085* NAVD 88     -       590.944  (meters)    1938.79   (feet)  POSTED    
 CU0085  ___________________________________________________________________
 CU0085  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CU0085  DYNAMIC HT  -         590.160 (meters)    1936.22  (feet)  COMP
 CU0085  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 CU0085
 CU0085  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0085
 CU0085.The horizontal coordinates were scaled from a topographic map and have
 CU0085.an estimated accuracy of +/- 6 seconds.
 CU0085
 CU0085.The orthometric height was determined by differential leveling
 CU0085.and adjusted by the National Geodetic Survey in 1992..
 CU0085.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0085.rate of 0.0 thru 1.0 mm/km.
 CU0085
 CU0085.The geoid height was determined by GEOID03.
 CU0085
 CU0085.The dynamic height is computed by dividing the NAVD 88
 CU0085.geopotential number by the normal gravity value computed on the
 CU0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0085.degrees latitude (g = 980.6199 gals.).
 CU0085
 CU0085.The modeled gravity was interpolated from observed gravity values.
 CU0085
 CU0085;                    North         East    Units  Estimated Accuracy
 CU0085;SPC TXNC     - 2,096,910.      434,570.      MT  (+/- 180 meters Scaled)
 CU0085
 CU0085                          SUPERSEDED SURVEY CONTROL
 CU0085
 CU0085  NGVD 29 (??/??/92)  590.746  (m)         1938.14   (f) ADJ UNCH    1 2
 CU0085
 CU0085.Superseded values are not recommended for survey control.
 CU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0085.See file dsdata.txt to determine how the superseded data were derived.
 CU0085
 CU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA815996(NAD 83)
 CU0085_MARKER: Z = SEE DESCRIPTION
 CU0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0085+STABILITY: SURFACE MOTION
 CU0085
 CU0085  HISTORY     - Date     Condition        Report By
 CU0085  HISTORY     - UNK      MONUMENTED       CGS
 CU0085  HISTORY     - 1956     GOOD             NGS
 CU0085
 CU0085                          STATION DESCRIPTION
 CU0085
 CU0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0085'8.8 MI NW FROM TRENT.
 CU0085'8.8 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0085'STATION AT TRENT, 113.1 FEET NORTH OF MILEPOST 438, 44 FEET NORTHEAST
 CU0085'OF THE NORTHEAST RAIL, 34.7 FEET NORTHEAST OF THE NORTH CORNER OF THE
 CU0085'NORTHEAST HEADWALL OF A CONCRETE PIPE CULVERT, 32 FEET SOUTHWEST OF
 CU0085'THE CENTER LINE OF A GRADED DIRT ROAD, IN THE TOP OF A STONE POST
 CU0085'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2285 ***********************************************************************
 CS2285  DESIGNATION -  M 130
 CS2285  PID         -  CS2285
 CS2285  STATE/COUNTY-  TX/PARKER
 CS2285  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2285
 CS2285                         *CURRENT SURVEY CONTROL
 CS2285  ___________________________________________________________________
 CS2285* NAD 83(1986)-  32 45 27.     (N)    097 47 18.     (W)     SCALED    
 CS2285* NAVD 88     -       301.981  (meters)     990.75   (feet)  ADJUSTED  
 CS2285  ___________________________________________________________________
 CS2285  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CS2285  DYNAMIC HT  -         301.612 (meters)     989.54  (feet)  COMP
 CS2285  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 CS2285
 CS2285  VERT ORDER  -  FIRST     CLASS II
 CS2285
 CS2285.The horizontal coordinates were scaled from a topographic map and have
 CS2285.an estimated accuracy of +/- 6 seconds.
 CS2285
 CS2285.The orthometric height was determined by differential leveling
 CS2285.and adjusted by the National Geodetic Survey in June 1991..
 CS2285
 CS2285.The geoid height was determined by GEOID03.
 CS2285
 CS2285.The dynamic height is computed by dividing the NAVD 88
 CS2285.geopotential number by the normal gravity value computed on the
 CS2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2285.degrees latitude (g = 980.6199 gals.).
 CS2285
 CS2285.The modeled gravity was interpolated from observed gravity values.
 CS2285
 CS2285;                    North         East    Units  Estimated Accuracy
 CS2285;SPC TXNC     - 2,121,190.      666,680.      MT  (+/- 180 meters Scaled)
 CS2285
 CS2285                          SUPERSEDED SURVEY CONTROL
 CS2285
 CS2285  NGVD 29 (??/??/92)  301.897  (m)          990.47   (f) ADJ UNCH    1 2
 CS2285
 CS2285.Superseded values are not recommended for survey control.
 CS2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2285.See file dsdata.txt to determine how the superseded data were derived.
 CS2285
 CS2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB135250(NAD 83)
 CS2285_MARKER: DB = BENCH MARK DISK
 CS2285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2285_SP_SET: PIER
 CS2285_STAMPING: M 130 1951
 CS2285_MARK LOGO: CGS   
 CS2285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2285
 CS2285  HISTORY     - Date     Condition        Report By
 CS2285  HISTORY     - 1951     MONUMENTED       CGS
 CS2285  HISTORY     - 1983     GOOD             NGS
 CS2285  HISTORY     - 19970524 GOOD             USPSQD
 CS2285  HISTORY     - 20020317 GOOD             USPSQD
 CS2285  HISTORY     - 20040327 GOOD             USPSQD
 CS2285
 CS2285                          STATION DESCRIPTION
 CS2285
 CS2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS2285'0.6 MI SE FROM WEATHERFORD.
 CS2285'0.6 MILE SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS2285'STATION AT WEATHERFORD, 300 YARDS SOUTHWEST OF THE WEATHERFORD
 CS2285'MUNICIPAL POWER AND LIGHT PLANT, AT BRIDGE 276.0, 7 FEET NORTH OF THE
 CS2285'NORTH RAIL, 3.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CS2285'NORTH END OF THE MOST EASTERLY CONCRETE PIER UNDER THE STEEL PART OF
 CS2285'THE BRIDGE.
 CS2285
 CS2285                          STATION RECOVERY (1983)
 CS2285
 CS2285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2285'RECOVERED IN GOOD CONDITION.
 CS2285
 CS2285                          STATION RECOVERY (1997)
 CS2285
 CS2285'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2285'RECOVERED IN GOOD CONDITION.
 CS2285
 CS2285                          STATION RECOVERY (2002)
 CS2285
 CS2285'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2285'RECOVERED IN GOOD CONDITION.
 CS2285
 CS2285                          STATION RECOVERY (2004)
 CS2285
 CS2285'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1122 ***********************************************************************
 BZ1122  DESIGNATION -  M 1300
 BZ1122  PID         -  BZ1122
 BZ1122  STATE/COUNTY-  TX/BELL
 BZ1122  USGS QUAD   -  TROY (1993)
 BZ1122
 BZ1122                         *CURRENT SURVEY CONTROL
 BZ1122  ___________________________________________________________________
 BZ1122* NAD 83(1986)-  31 07 56.     (N)    097 19 56.     (W)     SCALED    
 BZ1122* NAVD 88     -       223.509  (meters)     733.30   (feet)  ADJUSTED  
 BZ1122  ___________________________________________________________________
 BZ1122  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BZ1122  DYNAMIC HT  -         223.215 (meters)     732.33  (feet)  COMP
 BZ1122  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 BZ1122
 BZ1122  VERT ORDER  -  FIRST     CLASS II
 BZ1122
 BZ1122.The horizontal coordinates were scaled from a topographic map and have
 BZ1122.an estimated accuracy of +/- 6 seconds.
 BZ1122
 BZ1122.The orthometric height was determined by differential leveling
 BZ1122.and adjusted by the National Geodetic Survey in June 1991..
 BZ1122
 BZ1122.The geoid height was determined by GEOID03.
 BZ1122
 BZ1122.The dynamic height is computed by dividing the NAVD 88
 BZ1122.geopotential number by the normal gravity value computed on the
 BZ1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1122.degrees latitude (g = 980.6199 gals.).
 BZ1122
 BZ1122.The modeled gravity was interpolated from observed gravity values.
 BZ1122
 BZ1122;                    North         East    Units  Estimated Accuracy
 BZ1122;SPC TX C     - 3,166,330.      986,160.      MT  (+/- 180 meters Scaled)
 BZ1122
 BZ1122                          SUPERSEDED SURVEY CONTROL
 BZ1122
 BZ1122.No superseded survey control is available for this station.
 BZ1122
 BZ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV590454(NAD 83)
 BZ1122_MARKER: I = METAL ROD
 BZ1122_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1122_SP_SET: STAINLESS STEEL ROD
 BZ1122_STAMPING: M 1300 1980
 BZ1122_PROJECTION: RECESSED 2 CENTIMETERS
 BZ1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1122+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1122_ROD/PIPE-DEPTH: 3.0  meters
 BZ1122
 BZ1122  HISTORY     - Date     Condition        Report By
 BZ1122  HISTORY     - 1980     MONUMENTED       NGS
 BZ1122  HISTORY     - 19910403 GOOD             USPSQD
 BZ1122  HISTORY     - 19950715 GOOD             USPSQD
 BZ1122  HISTORY     - 20010317 GOOD             USPSQD
 BZ1122  HISTORY     - 20031011 GOOD             USPSQD
 BZ1122  HISTORY     - 20050726 GOOD             USPSQD
 BZ1122
 BZ1122                          STATION DESCRIPTION
 BZ1122
 BZ1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1122'3.8 KM NE FROM TEMPLE.
 BZ1122'3.2 KM. (2.0 MI.) NORTHEAST ALONG SPUR 290 (NORTH THIRD STREET) FROM
 BZ1122'THE JUNCTION OF TEXAS HIGHWAY 53 (ADAMS AVENUE) IN TEMPLE, THENCE
 BZ1122'0.6 KM. (0.4 MI.) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BZ1122'35, IN THE WEST LAWN OF A TEXAS HIGHWAY DEPARTMENT OFFICE, 19.9 M.
 BZ1122'(65.3 FT.) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 12.1 M.
 BZ1122'(39.8 FT.) NORTHWEST OF THE SOUTHWEST CORNER OF THE HIGHWAY DEPARTMENT
 BZ1122'OFFICE BUILDING, 8.7 M. (28.6 FT.) SOUTHWEST OF THE NORTHWEST CORNER
 BZ1122'OF THE OFFICE BUILDING, 0.49 M. (1.6 FT.) EAST OF THE EAST EDGE OF A
 BZ1122'HIGHWAY DEPARTMENT SIGN FOUNDATION.  NOTE-ROD DRIVEN TO REFUSAL.
 BZ1122'DATUM POINT IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BZ1122'13-CM. LOGO CAP.
 BZ1122'THE MARK IS 1.3 M ABOVE THE FRONTAGE ROAD.
 BZ1122
 BZ1122                          STATION RECOVERY (1991)
 BZ1122
 BZ1122'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1122'RECOVERED IN GOOD CONDITION.
 BZ1122
 BZ1122                          STATION RECOVERY (1995)
 BZ1122
 BZ1122'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1122'RECOVERED IN GOOD CONDITION.
 BZ1122
 BZ1122                          STATION RECOVERY (2001)
 BZ1122
 BZ1122'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ1122'RECOVERED IN GOOD CONDITION.
 BZ1122
 BZ1122                          STATION RECOVERY (2003)
 BZ1122
 BZ1122'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ1122'RECOVERED IN GOOD CONDITION.
 BZ1122
 BZ1122                          STATION RECOVERY (2005)
 BZ1122
 BZ1122'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1063 ***********************************************************************
 BZ1063  DESIGNATION -  M 1301
 BZ1063  PID         -  BZ1063
 BZ1063  STATE/COUNTY-  TX/HILL
 BZ1063  USGS QUAD   -  WEST (1979)
 BZ1063
 BZ1063                         *CURRENT SURVEY CONTROL
 BZ1063  ___________________________________________________________________
 BZ1063* NAD 83(1986)-  31 50 19.     (N)    097 05 26.     (W)     SCALED    
 BZ1063* NAVD 88     -       184.647  (meters)     605.80   (feet)  ADJUSTED  
 BZ1063  ___________________________________________________________________
 BZ1063  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BZ1063  DYNAMIC HT  -         184.417 (meters)     605.04  (feet)  COMP
 BZ1063  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 BZ1063
 BZ1063  VERT ORDER  -  FIRST     CLASS II
 BZ1063
 BZ1063.The horizontal coordinates were scaled from a topographic map and have
 BZ1063.an estimated accuracy of +/- 6 seconds.
 BZ1063
 BZ1063.The orthometric height was determined by differential leveling
 BZ1063.and adjusted by the National Geodetic Survey in June 1991..
 BZ1063
 BZ1063.The geoid height was determined by GEOID03.
 BZ1063
 BZ1063.The dynamic height is computed by dividing the NAVD 88
 BZ1063.geopotential number by the normal gravity value computed on the
 BZ1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1063.degrees latitude (g = 980.6199 gals.).
 BZ1063
 BZ1063.The modeled gravity was interpolated from observed gravity values.
 BZ1063
 BZ1063;                    North         East    Units  Estimated Accuracy
 BZ1063;SPC TXNC     - 2,019,960.      733,420.      MT  (+/- 180 meters Scaled)
 BZ1063
 BZ1063                          SUPERSEDED SURVEY CONTROL
 BZ1063
 BZ1063.No superseded survey control is available for this station.
 BZ1063
 BZ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA806241(NAD 83)
 BZ1063_MARKER: I = METAL ROD
 BZ1063_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1063_SP_SET: STAINLESS STEEL ROD
 BZ1063_STAMPING: M 1301 1980
 BZ1063_PROJECTION: FLUSH
 BZ1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1063_ROD/PIPE-DEPTH: 7.6  meters
 BZ1063
 BZ1063  HISTORY     - Date     Condition        Report By
 BZ1063  HISTORY     - 1980     MONUMENTED       NGS
 BZ1063  HISTORY     - 19950715 GOOD             USPSQD
 BZ1063  HISTORY     - 20010317 GOOD             USPSQD
 BZ1063  HISTORY     - 20040110 GOOD             USPSQD
 BZ1063
 BZ1063                          STATION DESCRIPTION
 BZ1063
 BZ1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1063'4.3 KM NORTH FROM WEST.
 BZ1063'4.3 KM. (2.7 MI.) NORTH ALONG THE FRONTAGE ROAD WHICH PARALLELS THE
 BZ1063'WEST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF FARM ROAD 2114 IN
 BZ1063'WEST, ABOUT 145 M. NORTHWEST OF THE HILL AND MCLENNAN COUNTY LINE AND
 BZ1063'COUNTY LINE ROAD, 17.5 M. (57.3 FT.) WEST-SOUTHWEST OF THE CENTERLINE
 BZ1063'OF THE FRONTAGE ROAD, 10.6 M. (34.7 FT.) SOUTHWEST OF THE WESTERNMOST
 BZ1063'LEG OF A COUNTY LINE ROAD SIGN, 0.9 M. (3.0 FT.) WEST-SOUTHWEST OF A
 BZ1063'CORNER FENCE POST, 1.4 M. (4.5 FT.) SOUTHEAST OF A KOA SIGN, 0.3 M.
 BZ1063'(1.0 FT.) SOUTH-SOUTHEAST OF A FENCE.  DATUM POINT IS 8 CM. BELOW
 BZ1063'GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1063'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 BZ1063'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BZ1063
 BZ1063                          STATION RECOVERY (1995)
 BZ1063
 BZ1063'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1063'RECOVERED IN GOOD CONDITION.
 BZ1063
 BZ1063                          STATION RECOVERY (2001)
 BZ1063
 BZ1063'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1063'RECOVERED IN GOOD CONDITION.
 BZ1063
 BZ1063                          STATION RECOVERY (2004)
 BZ1063
 BZ1063'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1091 ***********************************************************************
 BZ1091  DESIGNATION -  M 1302
 BZ1091  PID         -  BZ1091
 BZ1091  STATE/COUNTY-  TX/MCLENNAN
 BZ1091  USGS QUAD   -  WACO WEST (1975)
 BZ1091
 BZ1091                         *CURRENT SURVEY CONTROL
 BZ1091  ___________________________________________________________________
 BZ1091* NAD 83(1986)-  31 31 31.     (N)    097 08 04.     (W)     SCALED    
 BZ1091* NAVD 88     -       135.078  (meters)     443.17   (feet)  ADJUSTED  
 BZ1091  ___________________________________________________________________
 BZ1091  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BZ1091  DYNAMIC HT  -         134.909 (meters)     442.61  (feet)  COMP
 BZ1091  MODELED GRAV-     979,384.5   (mgal)                       NAVD 88
 BZ1091
 BZ1091  VERT ORDER  -  FIRST     CLASS II
 BZ1091
 BZ1091.The horizontal coordinates were scaled from a topographic map and have
 BZ1091.an estimated accuracy of +/- 6 seconds.
 BZ1091
 BZ1091.The orthometric height was determined by differential leveling
 BZ1091.and adjusted by the National Geodetic Survey in June 1991..
 BZ1091
 BZ1091.The geoid height was determined by GEOID03.
 BZ1091
 BZ1091.The dynamic height is computed by dividing the NAVD 88
 BZ1091.geopotential number by the normal gravity value computed on the
 BZ1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1091.degrees latitude (g = 980.6199 gals.).
 BZ1091
 BZ1091.The modeled gravity was interpolated from observed gravity values.
 BZ1091
 BZ1091;                    North         East    Units  Estimated Accuracy
 BZ1091;SPC TX C     - 3,210,410.    1,003,760.      MT  (+/- 180 meters Scaled)
 BZ1091
 BZ1091                          SUPERSEDED SURVEY CONTROL
 BZ1091
 BZ1091.No superseded survey control is available for this station.
 BZ1091
 BZ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV771893(NAD 83)
 BZ1091_MARKER: I = METAL ROD
 BZ1091_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1091_SP_SET: STAINLESS STEEL ROD
 BZ1091_STAMPING: M 1302 1980
 BZ1091_PROJECTION: RECESSED 5 CENTIMETERS
 BZ1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1091_ROD/PIPE-DEPTH: 8.5  meters
 BZ1091
 BZ1091  HISTORY     - Date     Condition        Report By
 BZ1091  HISTORY     - 1980     MONUMENTED       NGS
 BZ1091  HISTORY     - 19910424 GOOD             USPSQD
 BZ1091  HISTORY     - 19950715 GOOD             USPSQD
 BZ1091  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1091  HISTORY     - 20031012 GOOD             USPSQD
 BZ1091
 BZ1091                          STATION DESCRIPTION
 BZ1091
 BZ1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1091'IN WACO.
 BZ1091'IN WACO, ABOUT 76.0 M. (250 FT.) NORTHEAST OF THE 396 LOOP AND VALLEY
 BZ1091'MILLS DRIVE INTERSTATE 35 OVERPASS, AT THE SOUTHEAST CORNER OF THE
 BZ1091'UNIVERSITY HIGH SCHOOL, 12.6 M. (41.3 FT.) WEST-SOUTHWEST OF THE
 BZ1091'CENTERLINE OF THE FRONTAGE ROAD WHICH PARALLELS THE WEST SIDE OF I-35,
 BZ1091'16.9 M. (55.4 FT.) NORTH-NORTHWEST OF A VALLEY MILLS HIGHWAY SIGN,
 BZ1091'0.3 M. (1.0 FT.) EAST-SOUTHEAST OF A CHAIN LINK FENCE AROUND THE HIGH
 BZ1091'SCHOOL, 17.7 M. (58.0 FT.) SOUTH-SOUTHWEST OF A SIGNAL AHEAD HIGHWAY
 BZ1091'SIGN, 5.0 M. (16.3 FT.) WEST OF THE WEST CURB OF THE FRONTAGE ROAD.
 BZ1091'DATUM POINT IS 10 CM. BELOW GROUND ACCESS TO WHICH IS HAD THROUGH A
 BZ1091'13-CM. LOGO CAP.
 BZ1091'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BZ1091'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 BZ1091
 BZ1091                          STATION RECOVERY (1991)
 BZ1091
 BZ1091'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1091'RECOVERED IN GOOD CONDITION.
 BZ1091
 BZ1091                          STATION RECOVERY (1995)
 BZ1091
 BZ1091'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1091'RECOVERED IN GOOD CONDITION.
 BZ1091
 BZ1091                          STATION RECOVERY (2001)
 BZ1091
 BZ1091'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1091'MARK NOT FOUND.
 BZ1091
 BZ1091                          STATION RECOVERY (2003)
 BZ1091
 BZ1091'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1091'DESCRIPTION ACCURATE BUT NOT EASILY FOLLOWED.  MARK IS DIRECTLY ACROSS
 BZ1091'THE SOUTHBOUND ACCESS ROAD FROM THE FIRST OF FOUR TREES GROWING
 BZ1091'BETWEEN THE MAIN LANES AND ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0770 ***********************************************************************
 BM0770  DESIGNATION -  M 1303
 BM0770  PID         -  BM0770
 BM0770  STATE/COUNTY-  TX/BELL
 BM0770  USGS QUAD   -  HOLLAND (1964)
 BM0770
 BM0770                         *CURRENT SURVEY CONTROL
 BM0770  ___________________________________________________________________
 BM0770* NAD 83(1986)-  30 53 42.     (N)    097 23 00.     (W)     SCALED    
 BM0770* NAVD 88     -       154.893  (meters)     508.18   (feet)  ADJUSTED  
 BM0770  ___________________________________________________________________
 BM0770  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BM0770  DYNAMIC HT  -         154.689 (meters)     507.51  (feet)  COMP
 BM0770  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BM0770
 BM0770  VERT ORDER  -  FIRST     CLASS II
 BM0770
 BM0770.The horizontal coordinates were scaled from a topographic map and have
 BM0770.an estimated accuracy of +/- 6 seconds.
 BM0770
 BM0770.The orthometric height was determined by differential leveling
 BM0770.and adjusted by the National Geodetic Survey in June 1991..
 BM0770
 BM0770.The geoid height was determined by GEOID03.
 BM0770
 BM0770.The dynamic height is computed by dividing the NAVD 88
 BM0770.geopotential number by the normal gravity value computed on the
 BM0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0770.degrees latitude (g = 980.6199 gals.).
 BM0770
 BM0770.The modeled gravity was interpolated from observed gravity values.
 BM0770
 BM0770;                    North         East    Units  Estimated Accuracy
 BM0770;SPC TX C     - 3,139,910.      981,980.      MT  (+/- 180 meters Scaled)
 BM0770
 BM0770                          SUPERSEDED SURVEY CONTROL
 BM0770
 BM0770.No superseded survey control is available for this station.
 BM0770
 BM0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV545190(NAD 83)
 BM0770_MARKER: I = METAL ROD
 BM0770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0770_SP_SET: STAINLESS STEEL ROD
 BM0770_STAMPING: M 1303 1980
 BM0770_MARK LOGO: NGS   
 BM0770_PROJECTION: RECESSED 2 CENTIMETERS
 BM0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0770_ROD/PIPE-DEPTH: 5.3  meters
 BM0770
 BM0770  HISTORY     - Date     Condition        Report By
 BM0770  HISTORY     - 1980     MONUMENTED       NGS
 BM0770  HISTORY     - 1990     GOOD             USPSQD
 BM0770  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0770
 BM0770                          STATION DESCRIPTION
 BM0770
 BM0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0770'2.7 KM (1.7 MI) NE FROM HOLLAND.
 BM0770'2.7 KM (1.7 MI) NORTHEAST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0770'FARM ROAD 1123 IN HOLLAND, 18.3 METERS (60.0 FT) SOUTHEAST OF THE
 BM0770'CENTERLINE OF THE HIGHWAY, 87.8 METERS (288 FT) SOUTH-SOUTHWEST OF THE
 BM0770'SOUTHWEST CORNER OF A HIGHWAY BRIDGE OVER CATHEY CREEK, 4.9 METERS
 BM0770'(16.0 FT) NORTHEAST OF THE CENTER OF A WIRE GATE AND A FIELD ENTRANCE
 BM0770'LEADING SOUTHEAST, 30.5 METERS (100 FT) NORTH OF AND ACROSS TWO FENCES
 BM0770'FROM THE NORTH EDGE OF A FARM POND, 7.6 METERS (25.0 FT) NORTHEAST OF
 BM0770'THE T-JUNCTION OF TWO FENCES, 11.4 METERS (37.5 FT) NORTHEAST OF AN
 BM0770'UNDERGROUND TELEPHONE CABLE WARNING SIGN, 25.5 METERS (83.5 FT)
 BM0770'NORTHEAST OF A RIGHT-OF-WAY MARKER, 0.3 METER (1.0 FT) NORTHWEST OF A
 BM0770'FENCE.
 BM0770'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 BM0770'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BM0770
 BM0770                          STATION RECOVERY (1990)
 BM0770
 BM0770'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0770'RECOVERED IN GOOD CONDITION.
 BM0770
 BM0770                          STATION RECOVERY (2001)
 BM0770
 BM0770'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0794 ***********************************************************************
 BM0794  DESIGNATION -  M 1304
 BM0794  PID         -  BM0794
 BM0794  STATE/COUNTY-  TX/WILLIAMSON
 BM0794  USGS QUAD   -  GEORGETOWN (1982)
 BM0794
 BM0794                         *CURRENT SURVEY CONTROL
 BM0794  ___________________________________________________________________
 BM0794* NAD 83(1986)-  30 39 12.     (N)    097 40 21.     (W)     SCALED    
 BM0794* NAVD 88     -       212.521  (meters)     697.25   (feet)  ADJUSTED  
 BM0794  ___________________________________________________________________
 BM0794  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0794  DYNAMIC HT  -         212.236 (meters)     696.31  (feet)  COMP
 BM0794  MODELED GRAV-     979,292.2   (mgal)                       NAVD 88
 BM0794
 BM0794  VERT ORDER  -  FIRST     CLASS II
 BM0794
 BM0794.The horizontal coordinates were scaled from a topographic map and have
 BM0794.an estimated accuracy of +/- 6 seconds.
 BM0794
 BM0794.The orthometric height was determined by differential leveling
 BM0794.and adjusted by the National Geodetic Survey in June 1991..
 BM0794
 BM0794.The geoid height was determined by GEOID03.
 BM0794
 BM0794.The dynamic height is computed by dividing the NAVD 88
 BM0794.geopotential number by the normal gravity value computed on the
 BM0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0794.degrees latitude (g = 980.6199 gals.).
 BM0794
 BM0794.The modeled gravity was interpolated from observed gravity values.
 BM0794
 BM0794;                    North         East    Units  Estimated Accuracy
 BM0794;SPC TX C     - 3,112,430.      954,990.      MT  (+/- 180 meters Scaled)
 BM0794
 BM0794                          SUPERSEDED SURVEY CONTROL
 BM0794
 BM0794.No superseded survey control is available for this station.
 BM0794
 BM0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU271919(NAD 83)
 BM0794_MARKER: I = METAL ROD
 BM0794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0794_SP_SET: STAINLESS STEEL ROD
 BM0794_STAMPING: M 1304 1980
 BM0794_MARK LOGO: NGS   
 BM0794_PROJECTION: FLUSH
 BM0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0794+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0794_ROD/PIPE-DEPTH: 1.5  meters
 BM0794
 BM0794  HISTORY     - Date     Condition        Report By
 BM0794  HISTORY     - 1980     MONUMENTED       NGS
 BM0794  HISTORY     - 1990     GOOD             USPSQD
 BM0794  HISTORY     - 19991231 GOOD             USPSQD
 BM0794  HISTORY     - 20050724 GOOD             USPSQD
 BM0794
 BM0794                          STATION DESCRIPTION
 BM0794
 BM0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0794'2.0 KM (1.2 MI) NORTH FROM GEORGETOWN.
 BM0794'2.0 KM (1.2 MI) NORTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0794'COURTHOUSE IN GEORGETOWN, 0.15 KM (0.1 MI) SOUTH OF THE JUNCTION OF
 BM0794'FARM ROAD 971, 30.0 METERS (98.5 FT) NORTHWEST OF THE CENTERLINE OF
 BM0794'THE HIGHWAY, 28.2 METERS (92.6 FT) NORTH-NORTHEAST OF THE CENTER OF AN
 BM0794'ALUMINUM GATE, 4.0 METERS (13.3 FT) NORTHWEST OF A TELEPHONE POLE,
 BM0794'0.8 METER (2.7 FT) SOUTH OF A POWERLINE POLE, 7.0 METERS (23.0 FT)
 BM0794'WEST-NORTHWEST OF A WOODEN FENCE CORNER POST, 0.4 METER (1.2 FT)
 BM0794'NORTHEAST OF A WOOD FENCE.
 BM0794'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 BM0794'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BM0794
 BM0794                          STATION RECOVERY (1990)
 BM0794
 BM0794'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0794'RECOVERED IN GOOD CONDITION.
 BM0794
 BM0794                          STATION RECOVERY (1999)
 BM0794
 BM0794'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0794'RECOVERED IN GOOD CONDITION.
 BM0794
 BM0794                          STATION RECOVERY (2005)
 BM0794
 BM0794'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0794'WITNESS POST GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0820 ***********************************************************************
 BM0820  DESIGNATION -  M 1306
 BM0820  PID         -  BM0820
 BM0820  STATE/COUNTY-  TX/TRAVIS
 BM0820  USGS QUAD   -  AUSTIN EAST (1988)
 BM0820
 BM0820                         *CURRENT SURVEY CONTROL
 BM0820  ___________________________________________________________________
 BM0820* NAD 83(1986)-  30 19 47.     (N)    097 42 23.     (W)     SCALED    
 BM0820* NAVD 88     -       221.270  (meters)     725.95   (feet)  ADJUSTED  
 BM0820  ___________________________________________________________________
 BM0820  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BM0820  DYNAMIC HT  -         220.969 (meters)     724.96  (feet)  COMP
 BM0820  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 BM0820
 BM0820  VERT ORDER  -  FIRST     CLASS II
 BM0820
 BM0820.The horizontal coordinates were scaled from a topographic map and have
 BM0820.an estimated accuracy of +/- 6 seconds.
 BM0820
 BM0820.The orthometric height was determined by differential leveling
 BM0820.and adjusted by the National Geodetic Survey in June 1991..
 BM0820
 BM0820.The geoid height was determined by GEOID03.
 BM0820
 BM0820.The dynamic height is computed by dividing the NAVD 88
 BM0820.geopotential number by the normal gravity value computed on the
 BM0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0820.degrees latitude (g = 980.6199 gals.).
 BM0820
 BM0820.The modeled gravity was interpolated from observed gravity values.
 BM0820
 BM0820;                    North         East    Units  Estimated Accuracy
 BM0820;SPC TX C     - 3,076,490.      952,590.      MT  (+/- 180 meters Scaled)
 BM0820
 BM0820                          SUPERSEDED SURVEY CONTROL
 BM0820
 BM0820.No superseded survey control is available for this station.
 BM0820
 BM0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU243560(NAD 83)
 BM0820_MARKER: I = METAL ROD
 BM0820_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BM0820+WITH SETTING: INFORMATION.
 BM0820_SP_SET: SHALLOW SET METAL ROD
 BM0820_STAMPING: M 1306 1980
 BM0820_MARK LOGO: NGS   
 BM0820_PROJECTION: RECESSED 5 CENTIMETERS
 BM0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0820_ROD/PIPE-DEPTH: 1.3  meters
 BM0820
 BM0820  HISTORY     - Date     Condition        Report By
 BM0820  HISTORY     - 1980     MONUMENTED       NGS
 BM0820  HISTORY     - 19860615 MARK NOT FOUND   USGS
 BM0820  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 BM0820  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0820  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 BM0820
 BM0820                          STATION DESCRIPTION
 BM0820
 BM0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0820'IN AUSTIN.
 BM0820'IN AUSTIN, AT THE JUNCTION OF EAST HUNTLAND DRIVE, MIDDLE FISKVILLE
 BM0820'ROAD, AND THE WEST FRONTAGE ROAD OF INTERSTATE 35, 19.7 METERS
 BM0820'(64.5 FT) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 16.1 METERS
 BM0820'(52.7 FT) EAST OF THE CENTERLINE OF MIDDLE FISKVILLE ROAD, 53.6 METERS
 BM0820'(176 FT) SOUTH OF THE CENTERLINE OF EAST HUNTLAND DRIVE, 9.6 METERS
 BM0820'(31.4 FT) EAST OF POWERLINE POLE NUMBER BCA-A1519 WITH A STREET LIGHT,
 BM0820'5.2 METERS (17.0 FT) WEST-NORTHWEST OF A 15-CM OAK TREE, 12.5 METERS
 BM0820'(41.0 FT) WEST OF THE WEST EDGE OF A SIDEWALK.  NOTE-ROD IS ANCHORED
 BM0820'IN HARD WHITE LIMESTONE AND AUSTIN CHALK.
 BM0820'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BM0820'THE MARK IS 1.2 M ABOVE MIDDLE FISKVILLE ROAD.
 BM0820
 BM0820                          STATION RECOVERY (1986)
 BM0820
 BM0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0820'MARK NOT FOUND.
 BM0820
 BM0820                          STATION RECOVERY (1999)
 BM0820
 BM0820'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0820'MARK NOT FOUND.
 BM0820
 BM0820                          STATION RECOVERY (2003)
 BM0820
 BM0820'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0820'MARK NOT FOUND.
 BM0820
 BM0820                          STATION RECOVERY (2005)
 BM0820
 BM0820'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0820'BECAUSE OF SEVERAL CONSTRUCTION PROJECTS IN THE AREA, THE ONLY
 BM0820'RELIABLE REFERENCE FOR THIS MARK IS THE NOTED TELEPHONE POLE WHICH
 BM0820'STILL REMAINS.  HOWEVER, A SEARCH ALONG AN ARC 31.4 FT. FROM THE POLE
 BM0820'DID NOT REVEAL THE MARK WITHIN A FEW TENTHS OF A FOOT BELOW THE
 BM0820'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2450 ***********************************************************************
 AX2450  DESIGNATION -  M 1307
 AX2450  PID         -  AX2450
 AX2450  STATE/COUNTY-  TX/HAYS
 AX2450  USGS QUAD   -  UHLAND (1994)
 AX2450
 AX2450                         *CURRENT SURVEY CONTROL
 AX2450  ___________________________________________________________________
 AX2450* NAD 83(1986)-  29 58 24.     (N)    097 52 30.     (W)     SCALED    
 AX2450* NAVD 88     -       222.286  (meters)     729.28   (feet)  ADJUSTED  
 AX2450  ___________________________________________________________________
 AX2450  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AX2450  DYNAMIC HT  -         221.973 (meters)     728.26  (feet)  COMP
 AX2450  MODELED GRAV-     979,231.1   (mgal)                       NAVD 88
 AX2450
 AX2450  VERT ORDER  -  FIRST     CLASS II
 AX2450
 AX2450.The horizontal coordinates were scaled from a topographic map and have
 AX2450.an estimated accuracy of +/- 6 seconds.
 AX2450
 AX2450.The orthometric height was determined by differential leveling
 AX2450.and adjusted by the National Geodetic Survey in June 1991..
 AX2450
 AX2450.The geoid height was determined by GEOID03.
 AX2450
 AX2450.The dynamic height is computed by dividing the NAVD 88
 AX2450.geopotential number by the normal gravity value computed on the
 AX2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2450.degrees latitude (g = 980.6199 gals.).
 AX2450
 AX2450.The modeled gravity was interpolated from observed gravity values.
 AX2450
 AX2450;                    North         East    Units  Estimated Accuracy
 AX2450;SPC TXSC     - 4,237,700.      708,570.      MT  (+/- 180 meters Scaled)
 AX2450
 AX2450                          SUPERSEDED SURVEY CONTROL
 AX2450
 AX2450.No superseded survey control is available for this station.
 AX2450
 AX2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU085163(NAD 83)
 AX2450_MARKER: I = METAL ROD
 AX2450_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AX2450+WITH SETTING: INFORMATION.
 AX2450_SP_SET: SHALLOW SET METAL ROD
 AX2450_STAMPING: M 1307 1980
 AX2450_MARK LOGO: NGS   
 AX2450_PROJECTION: FLUSH
 AX2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2450+STABILITY: SURFACE MOTION
 AX2450_ROD/PIPE-DEPTH: 0.9  meters
 AX2450
 AX2450  HISTORY     - Date     Condition        Report By
 AX2450  HISTORY     - 1980     MONUMENTED       NGS
 AX2450  HISTORY     - 1990     GOOD             USPSQD
 AX2450  HISTORY     - 19990925 GOOD             USPSQD
 AX2450  HISTORY     - 20020928 GOOD             USPSQD
 AX2450
 AX2450                          STATION DESCRIPTION
 AX2450
 AX2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2450'1.7 KM (1.05 MI) SW FROM KYLE.
 AX2450'1.7 KM (1.05 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AX2450'35 FROM THE JUNCTION OF FARM ROAD 150 IN KYLE, AT A GRAVEL ROAD
 AX2450'LEADING NORTHWEST TO A BRICK HOUSE, 13.7 METERS (45.0 FT) WEST OF THE
 AX2450'CENTERLINE OF THE FRONTAGE ROAD, 20.7 METERS (68.0 FT) NORTH OF THE
 AX2450'CENTERLINE OF THE GRAVEL ROAD, 15.8 METERS (52.0 FT) NORTH OF A FENCE
 AX2450'CORNER, 14.0 METERS (46.0 FT) SOUTH OF THE EAST POLE OF A BILLBOARD,
 AX2450'1.8 METERS (6.0 FT) SOUTH OF A SMALL CEDAR TREE BY THE FENCE,
 AX2450'0.3 METER (1.0 FT) EAST OF THE FENCE.  NOTE-ROD DRIVEN TO REFUSAL AND
 AX2450'IS SOLIDLY ANCHORED IN HARD LIMESTONE.
 AX2450'THE MARK IS 0.6 M ABOVE THE FRONTAGE ROAD.
 AX2450
 AX2450                          STATION RECOVERY (1990)
 AX2450
 AX2450'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AX2450'RECOVERED IN GOOD CONDITION.
 AX2450
 AX2450                          STATION RECOVERY (1999)
 AX2450
 AX2450'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2450'RECOVERED IN GOOD CONDITION.
 AX2450
 AX2450                          STATION RECOVERY (2002)
 AX2450
 AX2450'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AX2450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1560 ***********************************************************************
 AY1560  DESIGNATION -  M 1308
 AY1560  PID         -  AY1560
 AY1560  STATE/COUNTY-  TX/COMAL
 AY1560  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1560
 AY1560                         *CURRENT SURVEY CONTROL
 AY1560  ___________________________________________________________________
 AY1560* NAD 83(1986)-  29 40 26.     (N)    098 09 21.     (W)     SCALED    
 AY1560* NAVD 88     -       208.065  (meters)     682.63   (feet)  ADJUSTED  
 AY1560  ___________________________________________________________________
 AY1560  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AY1560  DYNAMIC HT  -         207.765 (meters)     681.64  (feet)  COMP
 AY1560  MODELED GRAV-     979,198.2   (mgal)                       NAVD 88
 AY1560
 AY1560  VERT ORDER  -  FIRST     CLASS II
 AY1560
 AY1560.The horizontal coordinates were scaled from a topographic map and have
 AY1560.an estimated accuracy of +/- 6 seconds.
 AY1560
 AY1560.The orthometric height was determined by differential leveling
 AY1560.and adjusted by the National Geodetic Survey in June 1991..
 AY1560
 AY1560.The geoid height was determined by GEOID03.
 AY1560
 AY1560.The dynamic height is computed by dividing the NAVD 88
 AY1560.geopotential number by the normal gravity value computed on the
 AY1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1560.degrees latitude (g = 980.6199 gals.).
 AY1560
 AY1560.The modeled gravity was interpolated from observed gravity values.
 AY1560
 AY1560;                    North         East    Units  Estimated Accuracy
 AY1560;SPC TXSC     - 4,204,280.      681,710.      MT  (+/- 180 meters Scaled)
 AY1560
 AY1560                          SUPERSEDED SURVEY CONTROL
 AY1560
 AY1560.No superseded survey control is available for this station.
 AY1560
 AY1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT816829(NAD 83)
 AY1560_MARKER: DB = BENCH MARK DISK
 AY1560_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1560_SP_SET: BRIDGE
 AY1560_STAMPING: M 1308 1980
 AY1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1560
 AY1560  HISTORY     - Date     Condition        Report By
 AY1560  HISTORY     - 1980     MONUMENTED       NGS
 AY1560  HISTORY     - 1989     GOOD             USPSQD
 AY1560  HISTORY     - 1990     GOOD             USPSQD
 AY1560  HISTORY     - 1990     GOOD             USPSQD
 AY1560  HISTORY     - 1991     GOOD             USPSQD
 AY1560  HISTORY     - 19930808 GOOD             USPSQD
 AY1560  HISTORY     - 19990925 GOOD             USPSQD
 AY1560  HISTORY     - 20060719 MARK NOT FOUND   USPSQD
 AY1560
 AY1560                          STATION DESCRIPTION
 AY1560
 AY1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1560'1.85 KM (1.15 MI) SW FROM NEW BRAUNFELS.
 AY1560'1.85 KM (1.15 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1560'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, ON TOP
 AY1560'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE LOOP 337 BRIDGE
 AY1560'OVER INTERSTATE 35, 3.5 METERS (11.4 FT) SOUTHWEST OF THE CENTERLINE
 AY1560'OF THE HIGHWAY, 1.8 METERS (5.8 FT) SOUTHEAST OF THE SOUTHEAST END OF
 AY1560'A METAL GUARDRAIL.
 AY1560'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 AY1560
 AY1560                          STATION RECOVERY (1989)
 AY1560
 AY1560'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1560'RECOVERED IN GOOD CONDITION.
 AY1560
 AY1560                          STATION RECOVERY (1990)
 AY1560
 AY1560'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1560'RECOVERED IN GOOD CONDITION.
 AY1560
 AY1560                          STATION RECOVERY (1990)
 AY1560
 AY1560'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1560'RECOVERED IN GOOD CONDITION.
 AY1560
 AY1560                          STATION RECOVERY (1991)
 AY1560
 AY1560'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1560'RECOVERED IN GOOD CONDITION.
 AY1560
 AY1560                          STATION RECOVERY (1993)
 AY1560
 AY1560'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1560'RECOVERED IN GOOD CONDITION.
 AY1560
 AY1560                          STATION RECOVERY (1999)
 AY1560
 AY1560'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1560'RECOVERED IN GOOD CONDITION.
 AY1560
 AY1560                          STATION RECOVERY (2006)
 AY1560
 AY1560'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1560'BRIDGE HAS BEEN REBUILT.  FOUND 1308 RESET MARK DATED 2001.  PID FOR
 AY1560'1308 RESET DID NOT COME UP IN SEARCH FOR MARKS AT LAT LON OF AY1560.
 AY1560'THE MARK FOUND, 1308 RESET, 2001, IS IN THE SIDEWALK OF THE NEW
 AY1560'HIGHWAY DECK, 1.4 FEET SOUTH EASTERLY FROM THE NORTH WESTERLY CORNER
 AY1560'OF THE NEW DECK AND 1.9 FEET SOUTH WESTERLY FROM THE NORTH EASTERLY
 AY1560'EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2289 ***********************************************************************
 CS2289  DESIGNATION -  M 131
 CS2289  PID         -  CS2289
 CS2289  STATE/COUNTY-  TX/PARKER
 CS2289  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2289
 CS2289                         *CURRENT SURVEY CONTROL
 CS2289  ___________________________________________________________________
 CS2289* NAD 83(1986)-  32 47 07.     (N)    097 46 00.     (W)     SCALED    
 CS2289* NAVD 88     -       298.098  (meters)     978.01   (feet)  ADJUSTED  
 CS2289  ___________________________________________________________________
 CS2289  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CS2289  DYNAMIC HT  -         297.735 (meters)     976.82  (feet)  COMP
 CS2289  MODELED GRAV-     979,411.6   (mgal)                       NAVD 88
 CS2289
 CS2289  VERT ORDER  -  FIRST     CLASS II
 CS2289
 CS2289.The horizontal coordinates were scaled from a topographic map and have
 CS2289.an estimated accuracy of +/- 6 seconds.
 CS2289
 CS2289.The orthometric height was determined by differential leveling
 CS2289.and adjusted by the National Geodetic Survey in June 1991..
 CS2289
 CS2289.The geoid height was determined by GEOID03.
 CS2289
 CS2289.The dynamic height is computed by dividing the NAVD 88
 CS2289.geopotential number by the normal gravity value computed on the
 CS2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2289.degrees latitude (g = 980.6199 gals.).
 CS2289
 CS2289.The modeled gravity was interpolated from observed gravity values.
 CS2289
 CS2289;                    North         East    Units  Estimated Accuracy
 CS2289;SPC TXNC     - 2,124,280.      668,690.      MT  (+/- 180 meters Scaled)
 CS2289
 CS2289                          SUPERSEDED SURVEY CONTROL
 CS2289
 CS2289  NGVD 29 (??/??/92)  298.015  (m)          977.74   (f) ADJ UNCH    1 2
 CS2289
 CS2289.Superseded values are not recommended for survey control.
 CS2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2289.See file dsdata.txt to determine how the superseded data were derived.
 CS2289
 CS2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB154281(NAD 83)
 CS2289_MARKER: DB = BENCH MARK DISK
 CS2289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2289_SP_SET: CULVERT
 CS2289_STAMPING: M 131 1952
 CS2289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2289
 CS2289  HISTORY     - Date     Condition        Report By
 CS2289  HISTORY     - 1952     MONUMENTED       CGS
 CS2289  HISTORY     - 1964     MARK NOT FOUND   NGS
 CS2289  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2289  HISTORY     - 19971128 MARK NOT FOUND   USPSQD
 CS2289  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2289  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2289
 CS2289                          STATION DESCRIPTION
 CS2289
 CS2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2289'3.05 MI NE FROM WEATHERFORD.
 CS2289'0.8 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2289'WEATHERFORD, THENCE 2.25 MILES NORTHEAST ALONG DENTON ROAD, AT A
 CS2289'JUNCTION WITH A DIRT ROAD LEADING NORTHEAST, 8.6 FEET NORTHWEST OF THE
 CS2289'CENTER LINE OF THE DIRT ROAD, 200 YARDS SOUTH OF A LARGE STONE HOUSE,
 CS2289'SET IN THE TOP OF THE CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE
 CS2289'CULVERT.  NOTE-- BELIEVED TO BE DESTROYED WHEN THE ROAD JUNCTION WAS
 CS2289'WIDENED.  IF NOT DESTROYED THEN IT IS COVERED BY THE ROAD FILL.
 CS2289'CONSIDERABLE DIGGING AND PROBING FAILED TO FIND THE BENCH MARK.
 CS2289
 CS2289                          STATION RECOVERY (1995)
 CS2289
 CS2289'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2289'MARK NOT FOUND.
 CS2289
 CS2289                          STATION RECOVERY (1997)
 CS2289
 CS2289'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2289'MARK NOT FOUND.
 CS2289
 CS2289                          STATION RECOVERY (2002)
 CS2289
 CS2289'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2289'MARK NOT FOUND.
 CS2289
 CS2289                          STATION RECOVERY (2004)
 CS2289
 CS2289'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0759 ***********************************************************************
 DN0759  DESIGNATION -  M 132
 DN0759  PID         -  DN0759
 DN0759  STATE/COUNTY-  TX/WISE
 DN0759  USGS QUAD   -  PECAN CREEK (1978)
 DN0759
 DN0759                         *CURRENT SURVEY CONTROL
 DN0759  ___________________________________________________________________
 DN0759* NAD 83(1986)-  33 15 14.     (N)    097 35 45.     (W)     SCALED    
 DN0759* NAVD 88     -       302.901  (meters)     993.77   (feet)  ADJUSTED  
 DN0759  ___________________________________________________________________
 DN0759  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DN0759  DYNAMIC HT  -         302.551 (meters)     992.62  (feet)  COMP
 DN0759  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DN0759
 DN0759  VERT ORDER  -  FIRST     CLASS II
 DN0759
 DN0759.The horizontal coordinates were scaled from a topographic map and have
 DN0759.an estimated accuracy of +/- 6 seconds.
 DN0759
 DN0759.The orthometric height was determined by differential leveling
 DN0759.and adjusted by the National Geodetic Survey in June 1991..
 DN0759
 DN0759.The geoid height was determined by GEOID03.
 DN0759
 DN0759.The dynamic height is computed by dividing the NAVD 88
 DN0759.geopotential number by the normal gravity value computed on the
 DN0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0759.degrees latitude (g = 980.6199 gals.).
 DN0759
 DN0759.The modeled gravity was interpolated from observed gravity values.
 DN0759
 DN0759;                    North         East    Units  Estimated Accuracy
 DN0759;SPC TXNC     - 2,176,370.      684,240.      MT  (+/- 180 meters Scaled)
 DN0759
 DN0759                          SUPERSEDED SURVEY CONTROL
 DN0759
 DN0759  NGVD 29 (??/??/92)  302.824  (m)          993.52   (f) ADJ UNCH    1 2
 DN0759
 DN0759.Superseded values are not recommended for survey control.
 DN0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0759.See file dsdata.txt to determine how the superseded data were derived.
 DN0759
 DN0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB308803(NAD 83)
 DN0759_MARKER: DB = BENCH MARK DISK
 DN0759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0759_SP_SET: ABUTMENT
 DN0759_STAMPING: M 132 1952
 DN0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0759
 DN0759  HISTORY     - Date     Condition        Report By
 DN0759  HISTORY     - 1952     MONUMENTED       CGS
 DN0759  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0759
 DN0759                          STATION DESCRIPTION
 DN0759
 DN0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0759'1.7 MI NW FROM DECATUR.
 DN0759'1.7 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0759'THE STATION AT DECATUR, 2 1/2 POLES EAST OF MILEPOST 42, 5 FEET SOUTH
 DN0759'OF THE SOUTH RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP
 DN0759'OF THE SOUTH END OF THE WEST ABUTMENT OF BRIDGE 41-92.
 DN0759
 DN0759                          STATION RECOVERY (1997)
 DN0759
 DN0759'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0042 ***********************************************************************
 DO0042  DESIGNATION -  M 133
 DO0042  PID         -  DO0042
 DO0042  STATE/COUNTY-  TX/CLAY
 DO0042  USGS QUAD   -  HENRIETTA (1984)
 DO0042
 DO0042                         *CURRENT SURVEY CONTROL
 DO0042  ___________________________________________________________________
 DO0042* NAD 83(1986)-  33 47 22.     (N)    098 10 05.     (W)     SCALED    
 DO0042* NAVD 88     -       270.473  (meters)     887.38   (feet)  ADJUSTED  
 DO0042  ___________________________________________________________________
 DO0042  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DO0042  DYNAMIC HT  -         270.174 (meters)     886.40  (feet)  COMP
 DO0042  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 DO0042
 DO0042  VERT ORDER  -  FIRST     CLASS II
 DO0042
 DO0042.The horizontal coordinates were scaled from a topographic map and have
 DO0042.an estimated accuracy of +/- 6 seconds.
 DO0042
 DO0042.The orthometric height was determined by differential leveling
 DO0042.and adjusted by the National Geodetic Survey in June 1991..
 DO0042.WARNING-Repeat measurements at this control monument indicate possible
 DO0042.vertical movement.
 DO0042
 DO0042.The geoid height was determined by GEOID03.
 DO0042
 DO0042.The dynamic height is computed by dividing the NAVD 88
 DO0042.geopotential number by the normal gravity value computed on the
 DO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0042.degrees latitude (g = 980.6199 gals.).
 DO0042
 DO0042.The modeled gravity was interpolated from observed gravity values.
 DO0042
 DO0042;                    North         East    Units  Estimated Accuracy
 DO0042;SPC TXNC     - 2,235,450.      630,740.      MT  (+/- 180 meters Scaled)
 DO0042
 DO0042                          SUPERSEDED SURVEY CONTROL
 DO0042
 DO0042  NGVD 29 (??/??/92)  270.421  (m)          887.21   (f) ADJ UNCH    1 2
 DO0042
 DO0042.Superseded values are not recommended for survey control.
 DO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0042.See file dsdata.txt to determine how the superseded data were derived.
 DO0042
 DO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC770391(NAD 83)
 DO0042_MARKER: DB = BENCH MARK DISK
 DO0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0042_SP_SET: ABUTMENT
 DO0042_STAMPING: 887.206 M 133 1933
 DO0042_MARK LOGO: CGS   
 DO0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0042
 DO0042  HISTORY     - Date     Condition        Report By
 DO0042  HISTORY     - 1933     MONUMENTED       CGS
 DO0042  HISTORY     - 1950     GOOD             NGS
 DO0042  HISTORY     - 1984     GOOD             NGS
 DO0042
 DO0042                          STATION DESCRIPTION
 DO0042
 DO0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0042'2.5 MI SE FROM HENRIETTA.
 DO0042'2.5 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0042'HENRIETTA, CLAY COUNTY, AT MILEAGE 93.57, 100 FEET NORTHEAST OF
 DO0042'HIGHWAY BRIDGE, AT A CULVERT, AND IN THE SOUTHWEST END OF THE SOUTH
 DO0042'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED 887.206 M 133 1933.
 DO0042'NOTE-- IT IS IN THE SOUTHWEST END OF THE SOUTH HEAD WALL OF A LARGE
 DO0042'STEEL GIRDER BRIDGE RATHER THAN A CULVERT AS STATED IN THE ORIGINAL
 DO0042'DESCRIPTION.
 DO0042
 DO0042                          STATION RECOVERY (1984)
 DO0042
 DO0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0042'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  32.9 KM (20.4
 DO0042'MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 DO0042'JUNCTION WITH 7TH STREET IN WICHITA FALLS, IN THE CENTER OF THE
 DO0042'SOUTHEAST CONCRETE WINGWALL OF THE SOUTHEAST ABUTMENT OF RAILROAD
 DO0042'BRIDGE NUMBER 93.57, AND 2.2 METERS (7.2 FT) SOUTHWEST OF THE NEAR
 DO0042'RAIL.
 DO0042'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0379 ***********************************************************************
 EM0379  DESIGNATION -  M 134
 EM0379  PID         -  EM0379
 EM0379  STATE/COUNTY-  TX/HARDEMAN
 EM0379  USGS QUAD   -  GOODLETT (1990)
 EM0379
 EM0379                         *CURRENT SURVEY CONTROL
 EM0379  ___________________________________________________________________
 EM0379* NAD 83(1986)-  34 20 32.     (N)    099 55 09.     (W)     SCALED    
 EM0379* NAVD 88     -       495.564  (meters)    1625.86   (feet)  ADJUSTED  
 EM0379  ___________________________________________________________________
 EM0379  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 EM0379  DYNAMIC HT  -         495.004 (meters)    1624.03  (feet)  COMP
 EM0379  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 EM0379
 EM0379  VERT ORDER  -  FIRST     CLASS II
 EM0379
 EM0379.The horizontal coordinates were scaled from a topographic map and have
 EM0379.an estimated accuracy of +/- 6 seconds.
 EM0379
 EM0379.The orthometric height was determined by differential leveling
 EM0379.and adjusted by the National Geodetic Survey in June 1991..
 EM0379
 EM0379.The geoid height was determined by GEOID03.
 EM0379
 EM0379.The dynamic height is computed by dividing the NAVD 88
 EM0379.geopotential number by the normal gravity value computed on the
 EM0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0379.degrees latitude (g = 980.6199 gals.).
 EM0379
 EM0379.The modeled gravity was interpolated from observed gravity values.
 EM0379
 EM0379;                    North         East    Units  Estimated Accuracy
 EM0379;SPC TXNC     - 2,297,600.      469,410.      MT  (+/- 180 meters Scaled)
 EM0379
 EM0379                          SUPERSEDED SURVEY CONTROL
 EM0379
 EM0379  NGVD 29 (??/??/92)  495.361  (m)         1625.20   (f) ADJ UNCH    1 2
 EM0379
 EM0379.Superseded values are not recommended for survey control.
 EM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0379.See file dsdata.txt to determine how the superseded data were derived.
 EM0379
 EM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD154004(NAD 83)
 EM0379_MARKER: DB = BENCH MARK DISK
 EM0379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0379_STAMPING: M 134 1933 1625.197
 EM0379_MARK LOGO: CGS   
 EM0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0379+STABILITY: SURFACE MOTION
 EM0379
 EM0379  HISTORY     - Date     Condition        Report By
 EM0379  HISTORY     - 1933     MONUMENTED       CGS
 EM0379  HISTORY     - 1933     GOOD             NGS
 EM0379  HISTORY     - 1958     GOOD             NGS
 EM0379  HISTORY     - 1984     GOOD             NGS
 EM0379
 EM0379                          STATION DESCRIPTION
 EM0379
 EM0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0379'1.9 MI NW FROM GOODLETT.
 EM0379'1.9 MILES NORTHWEST OF 0.3 MILES WEST OF ROAD CROSSING AT MILEAGE
 EM0379'202.65, SET IN NORTH HEADWALL OF CONCRETE CULVERT.
 EM0379
 EM0379                          STATION RECOVERY (1958)
 EM0379
 EM0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0379'RECOVERED IN GOOD CONDITION.
 EM0379
 EM0379                          STATION RECOVERY (1984)
 EM0379
 EM0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0379'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  17.8 KM
 EM0379'(11.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EM0379'STATE HIGHWAY 6 IN QUANAH, IN TOP OF AND 0.6 M (2.0 FT) SOUTHEAST OF
 EM0379'THE NORTHWEST END OF THE NORTHEAST HEADWALL OF RAILROAD CULVERT NUMBER
 EM0379'202.65, 41.0 M (134.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 EM0379'BOUND LANES OF THE HIGHWAY, AND 2.5 M (8.2 FT) NORTHEAST OF THE NEAR
 EM0379'RAIL OF THE BURLINGTON NORTHERN RAILROAD.
 EM0379'THE MARK IS 0.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0070 ***********************************************************************
 GK0070  DESIGNATION -  M 136
 GK0070  PID         -  GK0070
 GK0070  STATE/COUNTY-  TX/OCHILTREE
 GK0070  USGS QUAD   -  PERRYTON (1973)
 GK0070
 GK0070                         *CURRENT SURVEY CONTROL
 GK0070  ___________________________________________________________________
 GK0070* NAD 83(1986)-  36 24 00.     (N)    100 48 16.     (W)     SCALED    
 GK0070* NAVD 88     -       894.101  (meters)    2933.40   (feet)  ADJUSTED  
 GK0070  ___________________________________________________________________
 GK0070  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GK0070  DYNAMIC HT  -         893.167 (meters)    2930.33  (feet)  COMP
 GK0070  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 GK0070
 GK0070  VERT ORDER  -  FIRST     CLASS II
 GK0070
 GK0070.The horizontal coordinates were scaled from a topographic map and have
 GK0070.an estimated accuracy of +/- 6 seconds.
 GK0070
 GK0070.The orthometric height was determined by differential leveling
 GK0070.and adjusted by the National Geodetic Survey in June 1991..
 GK0070
 GK0070.The geoid height was determined by GEOID03.
 GK0070
 GK0070.The dynamic height is computed by dividing the NAVD 88
 GK0070.geopotential number by the normal gravity value computed on the
 GK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0070.degrees latitude (g = 980.6199 gals.).
 GK0070
 GK0070.The modeled gravity was interpolated from observed gravity values.
 GK0070
 GK0070;                    North         East    Units  Estimated Accuracy
 GK0070;SPC TX N     - 1,266,480.      262,400.      MT  (+/- 180 meters Scaled)
 GK0070
 GK0070                          SUPERSEDED SURVEY CONTROL
 GK0070
 GK0070  NGVD 29 (??/??/92)  893.724  (m)         2932.16   (f) ADJ UNCH    1 2
 GK0070
 GK0070.Superseded values are not recommended for survey control.
 GK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0070.See file dsdata.txt to determine how the superseded data were derived.
 GK0070
 GK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF381298(NAD 83)
 GK0070_MARKER: DB = BENCH MARK DISK
 GK0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0070_STAMPING: M-136 1934
 GK0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0070+STABILITY: SURFACE MOTION
 GK0070
 GK0070  HISTORY     - Date     Condition        Report By
 GK0070  HISTORY     - 1934     MONUMENTED       CGS
 GK0070  HISTORY     - 1934     GOOD             NGS
 GK0070  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0070
 GK0070                          STATION DESCRIPTION
 GK0070
 GK0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0070'IN PERRYTON.
 GK0070'AT PERRYTON.  66 FEET SOUTHEAST OF THE SOUTHEAST PIER OF THE PERRYTON
 GK0070'MUNICIPAL WATER TANK.  93 FEET NORTH OF THE CENTER LINE OF THE
 GK0070'PANHANDLE AND SNATA FE RAILWAY.  64 FEET NORTHWEST OF RR. MILE POST
 GK0070'58.  STANDARD DISK SET IN CORCRETE POST.
 GK0070
 GK0070                          STATION RECOVERY (1972)
 GK0070
 GK0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0100 ***********************************************************************
 GK0100  DESIGNATION -  M 137 RESET 1965
 GK0100  PID         -  GK0100
 GK0100  STATE/COUNTY-  TX/LIPSCOMB
 GK0100  USGS QUAD   -  BARTON CREEK (1973)
 GK0100
 GK0100                         *CURRENT SURVEY CONTROL
 GK0100  ___________________________________________________________________
 GK0100* NAD 83(1986)-  36 03 21.     (N)    100 30 13.     (W)     SCALED    
 GK0100* NAVD 88     -       832.69   (+/-2cm)    2731.9    (feet)  VERTCON   
 GK0100  ___________________________________________________________________
 GK0100  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GK0100
 GK0100  VERT ORDER  -  THIRD (See Below)
 GK0100
 GK0100.The horizontal coordinates were scaled from a topographic map and have
 GK0100.an estimated accuracy of +/- 6 seconds.
 GK0100
 GK0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0100.The vertical order pertains to the NGVD 29 superseded value.
 GK0100
 GK0100.The geoid height was determined by GEOID03.
 GK0100
 GK0100;                    North         East    Units  Estimated Accuracy
 GK0100;SPC TX N     - 1,228,530.      289,770.      MT  (+/- 180 meters Scaled)
 GK0100
 GK0100                          SUPERSEDED SURVEY CONTROL
 GK0100
 GK0100  NGVD 29 (01/29/03)  832.34   (m)         2730.8    (f) RESET       3  
 GK0100
 GK0100.Superseded values are not recommended for survey control.
 GK0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0100.See file dsdata.txt to determine how the superseded data were derived.
 GK0100
 GK0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE645911(NAD 83)
 GK0100_MARKER: DB = BENCH MARK DISK
 GK0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0100_STAMPING: M 137 RESET 1965
 GK0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0100+STABILITY: SURFACE MOTION
 GK0100
 GK0100  HISTORY     - Date     Condition        Report By
 GK0100  HISTORY     - 1965     MONUMENTED       CGS
 GK0100
 GK0100                          STATION DESCRIPTION
 GK0100
 GK0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GK0100'14.2 MI NW FROM CANADIAN.
 GK0100'ABOUT 2.15 MILES NORTH ALONG U. S. HIGHWAYS 60 AND 83 FROM MAIN STREET
 GK0100'AND SECOND STREET IN CANADIAN, THENCE 12.05 MILES NORTHWEST ALONG U.
 GK0100'S. HIGHWAY 83 TO SITE OF BENCH MARK, 60 FEET WEST SOUTHWEST OF THE
 GK0100'CENTER LINE OF HIGHWAY, 75 FEET NORTH OF THE CENTER OF A ROAD LEADING
 GK0100'WEST, 5 FEET NORTH OF THE HEMPHILL-LIPSCOMB COUNTY LINE SIGN POST, 12
 GK0100'FEET SOUTH OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND AT
 GK0100'TEXAS HIGHWAY DEPARTMENT BASE STATION 171 + 29.  A STANDARD DISK SET
 GK0100'IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 GK0100'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1505 ***********************************************************************
 AY1505  DESIGNATION -  M 1377
 AY1505  PID         -  AY1505
 AY1505  STATE/COUNTY-  TX/BEXAR
 AY1505  USGS QUAD   -  ELMENDORF (1992)
 AY1505
 AY1505                         *CURRENT SURVEY CONTROL
 AY1505  ___________________________________________________________________
 AY1505* NAD 83(1986)-  29 16 04.     (N)    098 21 31.     (W)     SCALED    
 AY1505* NAVD 88     -       157.104  (meters)     515.43   (feet)  ADJUSTED  
 AY1505  ___________________________________________________________________
 AY1505  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY1505  DYNAMIC HT  -         156.878 (meters)     514.69  (feet)  COMP
 AY1505  MODELED GRAV-     979,201.1   (mgal)                       NAVD 88
 AY1505
 AY1505  VERT ORDER  -  FIRST     CLASS II
 AY1505
 AY1505.The horizontal coordinates were scaled from a topographic map and have
 AY1505.an estimated accuracy of +/- 6 seconds.
 AY1505
 AY1505.The orthometric height was determined by differential leveling
 AY1505.and adjusted by the National Geodetic Survey in June 1991..
 AY1505
 AY1505.The geoid height was determined by GEOID03.
 AY1505
 AY1505.The dynamic height is computed by dividing the NAVD 88
 AY1505.geopotential number by the normal gravity value computed on the
 AY1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1505.degrees latitude (g = 980.6199 gals.).
 AY1505
 AY1505.The modeled gravity was interpolated from observed gravity values.
 AY1505
 AY1505;                    North         East    Units  Estimated Accuracy
 AY1505;SPC TXSC     - 4,159,150.      662,330.      MT  (+/- 180 meters Scaled)
 AY1505
 AY1505                          SUPERSEDED SURVEY CONTROL
 AY1505
 AY1505.No superseded survey control is available for this station.
 AY1505
 AY1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT623378(NAD 83)
 AY1505_MARKER: I = METAL ROD
 AY1505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1505_SP_SET: STAINLESS STEEL ROD
 AY1505_STAMPING: M 1377 1980
 AY1505_MARK LOGO: NGS   
 AY1505_PROJECTION: RECESSED 2 CENTIMETERS
 AY1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1505_ROD/PIPE-DEPTH: 4.88 meters
 AY1505
 AY1505  HISTORY     - Date     Condition        Report By
 AY1505  HISTORY     - 1980     MONUMENTED       NGS
 AY1505  HISTORY     - 19991103 GOOD             USPSQD
 AY1505  HISTORY     - 20040227 GOOD             USPSQD
 AY1505
 AY1505                          STATION DESCRIPTION
 AY1505
 AY1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1505'3.2 KM (2.0 MI) NW FROM ELMENDORF.
 AY1505'3.2 KM (2.0 MI) NORTHWEST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1505'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT A PAVED ROAD LEADING
 AY1505'NORTH, 66.8 METERS (219 FT) NORTHEAST OF THE CENTERLINE OF OLD CORPUS
 AY1505'CHRISTI ROAD, 29.6 METERS (97.0 FT) EAST OF THE CENTERLINE OF THE
 AY1505'PAVED ROAD, 3.5 METERS (11.5 FT) SOUTH OF THE CENTER OF A FIELD
 AY1505'ENTRANCE, 0.7 METER (2.5 FT) SOUTH OF A POWERLINE POLE WITH ONE GUY
 AY1505'WIRE, 1.8 METERS (5.8 FT) SOUTHWEST OF A CORNER FENCE POST.
 AY1505'THE MARK IS 0.4 METERS  WSW FROM A WITNESS POST.
 AY1505'THE MARK IS 1.5 M ABOVE THE PAVED ROAD.
 AY1505
 AY1505                          STATION RECOVERY (1999)
 AY1505
 AY1505'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1505'RECOVERED IN GOOD CONDITION.
 AY1505
 AY1505                          STATION RECOVERY (2004)
 AY1505
 AY1505'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1963 ***********************************************************************
 AN1963  DESIGNATION -  M 1378
 AN1963  PID         -  AN1963
 AN1963  STATE/COUNTY-  TX/KARNES
 AN1963  USGS QUAD   -  KARNES CITY (1987)
 AN1963
 AN1963                         *CURRENT SURVEY CONTROL
 AN1963  ___________________________________________________________________
 AN1963* NAD 83(1986)-  28 57 25.     (N)    097 59 24.     (W)     SCALED    
 AN1963* NAVD 88     -        92.428  (meters)     303.24   (feet)  ADJUSTED  
 AN1963  ___________________________________________________________________
 AN1963  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AN1963  DYNAMIC HT  -          92.294 (meters)     302.80  (feet)  COMP
 AN1963  MODELED GRAV-     979,196.3   (mgal)                       NAVD 88
 AN1963
 AN1963  VERT ORDER  -  FIRST     CLASS II
 AN1963
 AN1963.The horizontal coordinates were scaled from a topographic map and have
 AN1963.an estimated accuracy of +/- 6 seconds.
 AN1963
 AN1963.The orthometric height was determined by differential leveling
 AN1963.and adjusted by the National Geodetic Survey in June 1991..
 AN1963
 AN1963.The geoid height was determined by GEOID03.
 AN1963
 AN1963.The dynamic height is computed by dividing the NAVD 88
 AN1963.geopotential number by the normal gravity value computed on the
 AN1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1963.degrees latitude (g = 980.6199 gals.).
 AN1963
 AN1963.The modeled gravity was interpolated from observed gravity values.
 AN1963
 AN1963;                    North         East    Units  Estimated Accuracy
 AN1963;SPC TXSC     - 4,124,950.      698,440.      MT  (+/- 180 meters Scaled)
 AN1963
 AN1963                          SUPERSEDED SURVEY CONTROL
 AN1963
 AN1963.No superseded survey control is available for this station.
 AN1963
 AN1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT984036(NAD 83)
 AN1963_MARKER: I = METAL ROD
 AN1963_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1963_SP_SET: STAINLESS STEEL ROD
 AN1963_STAMPING: M 1378 1981
 AN1963_MARK LOGO: NGS   
 AN1963_PROJECTION: RECESSED 5 CENTIMETERS
 AN1963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1963_ROD/PIPE-DEPTH: 11.2 meters
 AN1963
 AN1963  HISTORY     - Date     Condition        Report By
 AN1963  HISTORY     - 1981     MONUMENTED       NGS
 AN1963  HISTORY     - 1987     GOOD             USPSQD
 AN1963
 AN1963                          STATION DESCRIPTION
 AN1963
 AN1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1963'4.0 KM (2.5 MI) SE FROM FALLS CITY.
 AN1963'4.0 KM (2.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1963'FARM ROAD 791 IN FALLS CITY, AT THE JUNCTION OF A DIRT ROAD LEADING
 AN1963'NORTH TO A FARM HOUSE, 0.3 KM (0.2 MI) NORTHWEST OF THE JUNCTION OF
 AN1963'FARM ROAD 81 WEST IN HOBSON, 18.5 METERS (61.0 FT) NORTHEAST OF THE
 AN1963'CENTERLINE OF THE HIGHWAY, 7.9 METERS (26.5 FT) NORTHWEST AND ACROSS
 AN1963'THE ROAD FROM A 30-CM SQUARE CONCRETE GATE POST, 6.1 METERS (20.0 FT)
 AN1963'WEST OF THE CENTER OF THE ROAD, 3.0 METERS (10.0 FT) NORTHWEST OF A
 AN1963'CORNER FENCE POST, 0.3 METER (1.0 FT) SOUTHWEST OF A WIRE FENCE.
 AN1963'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 AN1963'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1963
 AN1963                          STATION RECOVERY (1987)
 AN1963
 AN1963'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1527 ***********************************************************************
 AY1527  DESIGNATION -  M 1379
 AY1527  PID         -  AY1527
 AY1527  STATE/COUNTY-  TX/BEXAR
 AY1527  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1527
 AY1527                         *CURRENT SURVEY CONTROL
 AY1527  ___________________________________________________________________
 AY1527* NAD 83(1986)-  29 27 23.     (N)    098 24 49.     (W)     SCALED    
 AY1527* NAVD 88     -       198.823  (meters)     652.31   (feet)  ADJUSTED  
 AY1527  ___________________________________________________________________
 AY1527  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AY1527  DYNAMIC HT  -         198.533 (meters)     651.35  (feet)  COMP
 AY1527  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AY1527
 AY1527  VERT ORDER  -  FIRST     CLASS II
 AY1527
 AY1527.The horizontal coordinates were scaled from a topographic map and have
 AY1527.an estimated accuracy of +/- 6 seconds.
 AY1527
 AY1527.The orthometric height was determined by differential leveling
 AY1527.and adjusted by the National Geodetic Survey in June 1991..
 AY1527
 AY1527.The geoid height was determined by GEOID03.
 AY1527
 AY1527.The dynamic height is computed by dividing the NAVD 88
 AY1527.geopotential number by the normal gravity value computed on the
 AY1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1527.degrees latitude (g = 980.6199 gals.).
 AY1527
 AY1527.The modeled gravity was interpolated from observed gravity values.
 AY1527
 AY1527;                    North         East    Units  Estimated Accuracy
 AY1527;SPC TXSC     - 4,180,020.      656,880.      MT  (+/- 180 meters Scaled)
 AY1527
 AY1527                          SUPERSEDED SURVEY CONTROL
 AY1527
 AY1527.No superseded survey control is available for this station.
 AY1527
 AY1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT568586(NAD 83)
 AY1527_MARKER: DB = BENCH MARK DISK
 AY1527_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1527_SP_SET: CULVERT HEADWALL
 AY1527_STAMPING: M 1379 1980
 AY1527_MARK LOGO: NGS   
 AY1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1527+STABILITY: SURFACE MOTION
 AY1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1527+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 AY1527
 AY1527  HISTORY     - Date     Condition        Report By
 AY1527  HISTORY     - 1980     MONUMENTED       NGS
 AY1527  HISTORY     - 1989     GOOD             USPSQD
 AY1527  HISTORY     - 19990227 GOOD             USPSQD
 AY1527  HISTORY     - 20040711 GOOD             INDIV
 AY1527
 AY1527                          STATION DESCRIPTION
 AY1527
 AY1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1527'IN SAN ANTONIO.
 AY1527'IN SAN ANTONIO, AT THE JUNCTION OF INTERSTATE 35 AND BENZ ENGLEMAN
 AY1527'ROAD, 5.4 KM (3.35 MI) EAST ALONG INTERSTATE HIGHWAY 35 FROM THE NEW
 AY1527'BRAUNFELS AVENUE EXIT, 1.3 KM (0.8 MI) SOUTHWEST OF THE NATIONAL GUARD
 AY1527'ARMORY, IN TOP AND 4.8 METERS (15.8 FT) WEST OF THE EAST END OF THE
 AY1527'SOUTH HEADWALL OF A FOUR CHANNEL BOX CULVERT UNDER BENZ ENGLEMAN ROAD,
 AY1527'7.0 METERS (23.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 AY1527'BENZ ENGLEMAN ROAD, 20.4 METERS (66.8 FT) EAST OF THE CENTERLINE OF
 AY1527'THE NORTH FRONTAGE ROAD OF THE INTERSTATE (NORTH PANAM ROAD),
 AY1527'51.2 METERS (168 FT) WEST OF THE SOUTHWEST CONCRETE PIER OF THE
 AY1527'INTERSTATE 35 SOUTHBOUND OVERPASS, 6.6 METERS (21.7 FT) EAST OF THE
 AY1527'WEST END OF THE HEADWALL.
 AY1527'THE MARK IS 0.15 M ABOVE THE ROAD.
 AY1527
 AY1527                          STATION RECOVERY (1989)
 AY1527
 AY1527'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1527'RECOVERED IN GOOD CONDITION.
 AY1527
 AY1527                          STATION RECOVERY (1999)
 AY1527
 AY1527'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1527'RECOVERED IN GOOD CONDITION.
 AY1527
 AY1527                          STATION RECOVERY (2004)
 AY1527
 AY1527'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TJZ)
 AY1527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0413 ***********************************************************************
 FM0413  DESIGNATION -  M 138
 FM0413  PID         -  FM0413
 FM0413  STATE/COUNTY-  TX/OLDHAM
 FM0413  USGS QUAD   -  MOSER RANCH (1981)
 FM0413
 FM0413                         *CURRENT SURVEY CONTROL
 FM0413  ___________________________________________________________________
 FM0413* NAD 83(1986)-  35 11 06.     (N)    102 59 06.     (W)     SCALED    
 FM0413* NAVD 88     -      1182.194  (meters)    3878.58   (feet)  ADJUSTED  
 FM0413  ___________________________________________________________________
 FM0413  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 FM0413  DYNAMIC HT  -        1180.757 (meters)    3873.87  (feet)  COMP
 FM0413  MODELED GRAV-     979,377.4   (mgal)                       NAVD 88
 FM0413
 FM0413  VERT ORDER  -  SECOND    CLASS 0
 FM0413
 FM0413.The horizontal coordinates were scaled from a topographic map and have
 FM0413.an estimated accuracy of +/- 6 seconds.
 FM0413
 FM0413.The orthometric height was determined by differential leveling
 FM0413.and adjusted by the National Geodetic Survey in June 1991..
 FM0413
 FM0413.The geoid height was determined by GEOID03.
 FM0413
 FM0413.The dynamic height is computed by dividing the NAVD 88
 FM0413.geopotential number by the normal gravity value computed on the
 FM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0413.degrees latitude (g = 980.6199 gals.).
 FM0413
 FM0413.The modeled gravity was interpolated from observed gravity values.
 FM0413
 FM0413;                    North         East    Units  Estimated Accuracy
 FM0413;SPC TX N     - 1,132,480.       64,760.      MT  (+/- 180 meters Scaled)
 FM0413
 FM0413                          SUPERSEDED SURVEY CONTROL
 FM0413
 FM0413  NGVD 29 (??/??/92) 1181.650  (m)         3876.80   (f) ADJ UNCH    2 0
 FM0413
 FM0413.Superseded values are not recommended for survey control.
 FM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0413.See file dsdata.txt to determine how the superseded data were derived.
 FM0413
 FM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU834954(NAD 83)
 FM0413_MARKER: DB = BENCH MARK DISK
 FM0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0413_STAMPING: M-138 1934
 FM0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0413+STABILITY: SURFACE MOTION
 FM0413
 FM0413  HISTORY     - Date     Condition        Report By
 FM0413  HISTORY     - 1934     MONUMENTED       CGS
 FM0413  HISTORY     - 1966     GOOD             USGS
 FM0413
 FM0413                          STATION DESCRIPTION
 FM0413
 FM0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0413'3.3 MI E FROM GLENRIO.
 FM0413'3.3 MILES EAST OF ROCK ISLAND RR DEPOT AT GLENRIO 3 FEET EAST OF MILE
 FM0413'POST 829.  140 FEET SOUTH OF CENTERLINE OF EAST BOUND LANE OF U. S.
 FM0413'HIGHWAY 66.  45 FEET NORTH OF CENTERLINE OF ROCK ISLAND RAILROAD.
 FM0413
 FM0413                          STATION RECOVERY (1966)
 FM0413
 FM0413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1065 ***********************************************************************
 AH1065  DESIGNATION -  M 1380
 AH1065  PID         -  AH1065
 AH1065  STATE/COUNTY-  TX/KLEBERG
 AH1065  USGS QUAD   -  RICARDO (1979)
 AH1065
 AH1065                         *CURRENT SURVEY CONTROL
 AH1065  ___________________________________________________________________
 AH1065* NAD 83(1986)-  27 27 46.     (N)    097 51 47.     (W)     SCALED    
 AH1065* NAVD 88     -        17.413  (meters)      57.13   (feet)  ADJUSTED  
 AH1065  ___________________________________________________________________
 AH1065  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AH1065  DYNAMIC HT  -          17.386 (meters)      57.04  (feet)  COMP
 AH1065  MODELED GRAV-     979,095.0   (mgal)                       NAVD 88
 AH1065
 AH1065  VERT ORDER  -  FIRST     CLASS II
 AH1065
 AH1065.The horizontal coordinates were scaled from a topographic map and have
 AH1065.an estimated accuracy of +/- 6 seconds.
 AH1065
 AH1065.The orthometric height was determined by differential leveling
 AH1065.and adjusted by the National Geodetic Survey in June 1991..
 AH1065
 AH1065.The geoid height was determined by GEOID03.
 AH1065
 AH1065.The dynamic height is computed by dividing the NAVD 88
 AH1065.geopotential number by the normal gravity value computed on the
 AH1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1065.degrees latitude (g = 980.6199 gals.).
 AH1065
 AH1065.The modeled gravity was interpolated from observed gravity values.
 AH1065
 AH1065;                    North         East    Units  Estimated Accuracy
 AH1065;SPC TX S     - 5,199,160.      362,950.      MT  (+/- 180 meters Scaled)
 AH1065
 AH1065                          SUPERSEDED SURVEY CONTROL
 AH1065
 AH1065.No superseded survey control is available for this station.
 AH1065
 AH1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR123382(NAD 83)
 AH1065_MARKER: I = METAL ROD
 AH1065_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1065_SP_SET: STAINLESS STEEL ROD
 AH1065_STAMPING: M 1380 1981
 AH1065_MARK LOGO: NGS   
 AH1065_PROJECTION: FLUSH
 AH1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1065_ROD/PIPE-DEPTH: 6.1  meters
 AH1065
 AH1065  HISTORY     - Date     Condition        Report By
 AH1065  HISTORY     - 1981     MONUMENTED       NGS
 AH1065
 AH1065                          STATION DESCRIPTION
 AH1065
 AH1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1065'6.9 KM (4.25 MI) SSE FROM KINGSVILLE.
 AH1065'2.9 KM (1.8 MI) SOUTH-SOUTHEAST ALONG SIXTH STREET FROM THE POST
 AH1065'OFFICE IN KINGSVILLE, THENCE 4.0 KM (2.45 MI) SOUTH ALONG U.S. HIGHWAY
 AH1065'77 BUSINESS, ALSO 0.16 KM (0.1 MI) SOUTHEAST OF A DIRT ROAD LEADING
 AH1065'WEST, AND 0.40 KM (0.25 MI) SOUTHEAST OF A PAVED DRIVEWAY LEADING EAST
 AH1065'TO AN OLD COUNTRY CLUB GOLF COURSE, 23.3 METERS (76.5 FT)
 AH1065'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.9 METERS (39.0 FT)
 AH1065'SOUTH-SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE LEADING EAST,
 AH1065'33.1 METERS (108.5 FT) EAST-NORTHEAST AND ACROSS THE HIGHWAY OF THE
 AH1065'NORTHERNMOST ONE OF TWO TELEPHONE CABLE JUNCTION BOXES, 1.4 METERS
 AH1065'(4.5 FT) NORTH-NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER,
 AH1065'0.6 METER (2.0 FT) WEST-SOUTHWEST OF AN OLD FENCE LINE.
 AH1065'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 AH1065'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1945 ***********************************************************************
 AN1945  DESIGNATION -  M 1381
 AN1945  PID         -  AN1945
 AN1945  STATE/COUNTY-  TX/KARNES
 AN1945  USGS QUAD   -  KENEDY (1987)
 AN1945
 AN1945                         *CURRENT SURVEY CONTROL
 AN1945  ___________________________________________________________________
 AN1945* NAD 83(1986)-  28 45 31.     (N)    097 51 06.     (W)     SCALED    
 AN1945* NAVD 88     -       118.619  (meters)     389.17   (feet)  ADJUSTED  
 AN1945  ___________________________________________________________________
 AN1945  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AN1945  DYNAMIC HT  -         118.444 (meters)     388.60  (feet)  COMP
 AN1945  MODELED GRAV-     979,170.4   (mgal)                       NAVD 88
 AN1945
 AN1945  VERT ORDER  -  FIRST     CLASS II
 AN1945
 AN1945.The horizontal coordinates were scaled from a topographic map and have
 AN1945.an estimated accuracy of +/- 6 seconds.
 AN1945
 AN1945.The orthometric height was determined by differential leveling
 AN1945.and adjusted by the National Geodetic Survey in June 1991..
 AN1945
 AN1945.The geoid height was determined by GEOID03.
 AN1945
 AN1945.The dynamic height is computed by dividing the NAVD 88
 AN1945.geopotential number by the normal gravity value computed on the
 AN1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1945.degrees latitude (g = 980.6199 gals.).
 AN1945
 AN1945.The modeled gravity was interpolated from observed gravity values.
 AN1945
 AN1945;                    North         East    Units  Estimated Accuracy
 AN1945;SPC TXSC     - 4,103,100.      712,140.      MT  (+/- 180 meters Scaled)
 AN1945
 AN1945                          SUPERSEDED SURVEY CONTROL
 AN1945
 AN1945.No superseded survey control is available for this station.
 AN1945
 AN1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS121817(NAD 83)
 AN1945_MARKER: I = METAL ROD
 AN1945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1945_SP_SET: STAINLESS STEEL ROD
 AN1945_STAMPING: M 1381 1981
 AN1945_MARK LOGO: NGS   
 AN1945_PROJECTION: RECESSED 6 CENTIMETERS
 AN1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1945_ROD/PIPE-DEPTH: 5.3  meters
 AN1945
 AN1945  HISTORY     - Date     Condition        Report By
 AN1945  HISTORY     - 1981     MONUMENTED       NGS
 AN1945  HISTORY     - 1991     GOOD             USPSQD
 AN1945
 AN1945                          STATION DESCRIPTION
 AN1945
 AN1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1945'6.85 KM (4.25 MI) SE FROM KENEDY.
 AN1945'3.95 KM (2.45 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1945'THE POST OFFICE IN KENEDY, THENCE 2.9 KM (1.8 MI) SOUTH ALONG U.S.
 AN1945'HIGHWAY 181, 0.2 KM (0.1 MI) SOUTH OF A FOUR CHANNEL CONCRETE CULVERT
 AN1945'UNDER THE HIGHWAY, AT A DIRT ROAD LEADING SOUTHEAST, 36.2 METERS
 AN1945'(119 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 4.7 METERS (15.0 FT)
 AN1945'SOUTH OF THE CENTER OF A METAL GATE AND THE DIRT ROAD, 1.2 METERS
 AN1945'(4.0 FT) NORTH OF A PIPE FENCE CORNER, 0.6 METER (2.0 FT) NORTH OF A
 AN1945'ROUND TELEPHONE JUNCTION BOX, 0.3 METER (1.0 FT) WEST OF A FENCE.  ROD
 AN1945'WAS DRIVEN TO REFUSAL.
 AN1945'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AN1945'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AN1945
 AN1945                          STATION RECOVERY (1991)
 AN1945
 AN1945'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AN1945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1911 ***********************************************************************
 AN1911  DESIGNATION -  M 1382
 AN1911  PID         -  AN1911
 AN1911  STATE/COUNTY-  TX/BEE
 AN1911  USGS QUAD   -  SKIDMORE (1979)
 AN1911
 AN1911                         *CURRENT SURVEY CONTROL
 AN1911  ___________________________________________________________________
 AN1911* NAD 83(1986)-  28 18 41.     (N)    097 42 12.     (W)     SCALED    
 AN1911* NAVD 88     -        47.513  (meters)     155.88   (feet)  ADJUSTED  
 AN1911  ___________________________________________________________________
 AN1911  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1911  DYNAMIC HT  -          47.441 (meters)     155.65  (feet)  COMP
 AN1911  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 AN1911
 AN1911  VERT ORDER  -  FIRST     CLASS II
 AN1911
 AN1911.The horizontal coordinates were scaled from a topographic map and have
 AN1911.an estimated accuracy of +/- 6 seconds.
 AN1911
 AN1911.The orthometric height was determined by differential leveling
 AN1911.and adjusted by the National Geodetic Survey in June 1991..
 AN1911
 AN1911.The geoid height was determined by GEOID03.
 AN1911
 AN1911.The dynamic height is computed by dividing the NAVD 88
 AN1911.geopotential number by the normal gravity value computed on the
 AN1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1911.degrees latitude (g = 980.6199 gals.).
 AN1911
 AN1911.The modeled gravity was interpolated from observed gravity values.
 AN1911
 AN1911;                    North         East    Units  Estimated Accuracy
 AN1911;SPC TXSC     - 4,053,690.      727,170.      MT  (+/- 180 meters Scaled)
 AN1911
 AN1911                          SUPERSEDED SURVEY CONTROL
 AN1911
 AN1911.No superseded survey control is available for this station.
 AN1911
 AN1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS271323(NAD 83)
 AN1911_MARKER: I = METAL ROD
 AN1911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1911_SP_SET: STAINLESS STEEL ROD
 AN1911_STAMPING: M 1382 1981
 AN1911_MARK LOGO: NGS   
 AN1911_PROJECTION: RECESSED 4 CENTIMETERS
 AN1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1911_ROD/PIPE-DEPTH: 3.5  meters
 AN1911
 AN1911  HISTORY     - Date     Condition        Report By
 AN1911  HISTORY     - 1981     MONUMENTED       NGS
 AN1911  HISTORY     - 19970725 GOOD             USPSQD
 AN1911
 AN1911                          STATION DESCRIPTION
 AN1911
 AN1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1911'7.3 KM (4.55 MI) NNW FROM SKIDMORE.
 AN1911'7.3 KM (4.55 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE
 AN1911'JUNCTION OF STATE HIGHWAY 359 IN SKIDMORE, AT A HIGHWAY CROSSOVER,
 AN1911'24.3 METERS (80.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AN1911'OF THE HIGHWAY, 5.1 METERS (17.0 FT) SOUTH OF THE CENTER OF A FIELD
 AN1911'ENTRANCE AND A METAL GATE, 14.6 METERS (48.0 FT) SOUTH OF THE WEST
 AN1911'POLE OF AN ARROYO SECO FOREST SIGN, 9.4 METERS (31.0 FT)
 AN1911'EAST-SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT UNDER THE FIELD
 AN1911'ENTRANCE, 0.3 METER (1.0 FT) WEST OF THE RIGHT-OF-WAY FENCE.  ROD WAS
 AN1911'DRIVEN TO REFUSAL.
 AN1911'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 AN1911'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 AN1911
 AN1911                          STATION RECOVERY (1997)
 AN1911
 AN1911'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0361 ***********************************************************************
 CE0361  DESIGNATION -  M 1383
 CE0361  PID         -  CE0361
 CE0361  STATE/COUNTY-  TX/EL PASO
 CE0361  USGS QUAD   -  EL PASO (1997)
 CE0361
 CE0361                         *CURRENT SURVEY CONTROL
 CE0361  ___________________________________________________________________
 CE0361* NAD 83(1986)-  31 46 26.     (N)    106 28 14.     (W)     SCALED    
 CE0361* NAVD 88     -      1131.005  (meters)    3710.64   (feet)  ADJUSTED  
 CE0361  ___________________________________________________________________
 CE0361  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0361  DYNAMIC HT  -        1129.299 (meters)    3705.04  (feet)  COMP
 CE0361  MODELED GRAV-     979,092.3   (mgal)                       NAVD 88
 CE0361
 CE0361  VERT ORDER  -  FIRST     CLASS I
 CE0361
 CE0361.The horizontal coordinates were scaled from a topographic map and have
 CE0361.an estimated accuracy of +/- 6 seconds.
 CE0361
 CE0361.The orthometric height was determined by differential leveling
 CE0361.and adjusted by the National Geodetic Survey in November 1996..
 CE0361
 CE0361.The geoid height was determined by GEOID03.
 CE0361
 CE0361.The dynamic height is computed by dividing the NAVD 88
 CE0361.geopotential number by the normal gravity value computed on the
 CE0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0361.degrees latitude (g = 980.6199 gals.).
 CE0361
 CE0361.The modeled gravity was interpolated from observed gravity values.
 CE0361
 CE0361;                    North         East    Units  Estimated Accuracy
 CE0361;SPC TX C     - 3,249,640.      118,970.      MT  (+/- 180 meters Scaled)
 CE0361
 CE0361                          SUPERSEDED SURVEY CONTROL
 CE0361
 CE0361  NAVD 88 (06/15/91) 1131.049  (m)         3710.78   (f) UNKNOWN     1 1
 CE0361
 CE0361.Superseded values are not recommended for survey control.
 CE0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0361.See file dsdata.txt to determine how the superseded data were derived.
 CE0361
 CE0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR607163(NAD 83)
 CE0361_MARKER: DV = VERTICAL CONTROL DISK
 CE0361_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0361_SP_SET: PIER
 CE0361_STAMPING: M 1383 1981
 CE0361_MARK LOGO: NGS   
 CE0361_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0361+STABILITY: POSITION/ELEVATION WELL
 CE0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0361+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1994
 CE0361
 CE0361  HISTORY     - Date     Condition        Report By
 CE0361  HISTORY     - 1981     MONUMENTED       NGS
 CE0361  HISTORY     - 1981     GOOD             NGS
 CE0361  HISTORY     - 19921119 GOOD             NGS
 CE0361  HISTORY     - 19940415 GOOD             NGS
 CE0361
 CE0361                          STATION DESCRIPTION
 CE0361
 CE0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0361'IN EL PASO.
 CE0361'IN EL PASO, AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CE0361'EUCALYPTUS STREET, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 CE0361'NORTHEASTERLY 1 OF 16 CONCRETE PIERS OF THE HIGHWAY OVERPASS, 24.8
 CE0361'METERS (81.5 FT) EAST OF THE CENTERLINE OF THE STREET AND 22.5 METERS
 CE0361'(73.9 FT) NORTH OF THE CENTER OF INTERSTATE HIGHWAY 10.
 CE0361'NOTE--THIS MARK HAS BEEN DESIGNATED AS A BASIC NET A JUNCTION MARK.
 CE0361
 CE0361                          STATION RECOVERY (1992)
 CE0361
 CE0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0361'IN EL PASO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND
 CE0361'EUCALYPTUS STREET, SET VERTICALLY IN THE SOUTHEAST FACE OF THE MOST
 CE0361'NORTHWESTERLY OF 8 CONCRETE COLUMNS OF THE FIRST PIER SOUTHWEST OF
 CE0361'THE NORTHEAST ABUTMENT OF THE HIGHWAY OVERPASS OF THE STREET AND THE
 CE0361'SOUTHERN PACIFIC RAILROAD, 25.3 M (83.0 FT) NORTHEAST OF THE STREET
 CE0361'CENTER, 22.5 M (73.8 FT) NORTHWEST OF THE HIGHWAY CENTER, 12.9 M
 CE0361'(42.3 FT) SOUTHEAST OF THE CENTER OF MISSOURI AVENUE, AND 1.5 M
 CE0361'(4.9 FT) ABOVE THE LEVEL OF THE AVENUE.
 CE0361
 CE0361                          STATION RECOVERY (1994)
 CE0361
 CE0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0361'IN EL PASO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND
 CE0361'EUCALYPTUS STREET, SET VERTICALLY IN THE SOUTHEAST FACE OF THE MOST
 CE0361'NORTHWESTERLY OF 8 CONCRETE COLUMNS OF THE FIRST PIER SOUTHWEST OF
 CE0361'THE NORTHEAST ABUTMENT OF THE HIGHWAY OVERPASS OF THE STREET AND THE
 CE0361'SOUTHERN PACIFIC RAILROAD, 25.3 M (83.0 FT) NORTHEAST OF THE STREET
 CE0361'CENTER, 22.5 M (73.8 FT) NORTHWEST OF THE HIGHWAY CENTER, 12.9 M
 CE0361'(42.3 FT) SOUTHEAST OF THE CENTER OF MISSOURI AVENUE, AND 1.5 M
 CE0361'(4.9 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0364 ***********************************************************************
 CE0364  DESIGNATION -  M 1384
 CE0364  PID         -  CE0364
 CE0364  STATE/COUNTY-  TX/EL PASO
 CE0364  USGS QUAD   -  EL PASO (1997)
 CE0364
 CE0364                         *CURRENT SURVEY CONTROL
 CE0364  ___________________________________________________________________
 CE0364* NAD 83(1986)-  31 46 22.     (N)    106 25 28.     (W)     SCALED    
 CE0364* NAVD 88     -      1129.590  (meters)    3706.00   (feet)  ADJUSTED  
 CE0364  ___________________________________________________________________
 CE0364  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CE0364  DYNAMIC HT  -        1127.868 (meters)    3700.35  (feet)  COMP
 CE0364  MODELED GRAV-     979,076.7   (mgal)                       NAVD 88
 CE0364
 CE0364  VERT ORDER  -  FIRST     CLASS I
 CE0364
 CE0364.The horizontal coordinates were scaled from a topographic map and have
 CE0364.an estimated accuracy of +/- 6 seconds.
 CE0364
 CE0364.The orthometric height was determined by differential leveling
 CE0364.and adjusted by the National Geodetic Survey in November 1996..
 CE0364
 CE0364.The geoid height was determined by GEOID03.
 CE0364
 CE0364.The dynamic height is computed by dividing the NAVD 88
 CE0364.geopotential number by the normal gravity value computed on the
 CE0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0364.degrees latitude (g = 980.6199 gals.).
 CE0364
 CE0364.The modeled gravity was interpolated from observed gravity values.
 CE0364
 CE0364;                    North         East    Units  Estimated Accuracy
 CE0364;SPC TX C     - 3,249,270.      123,320.      MT  (+/- 180 meters Scaled)
 CE0364
 CE0364                          SUPERSEDED SURVEY CONTROL
 CE0364
 CE0364  NAVD 88 (06/15/91) 1129.623  (m)         3706.10   (f) UNKNOWN     1 1
 CE0364
 CE0364.Superseded values are not recommended for survey control.
 CE0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0364.See file dsdata.txt to determine how the superseded data were derived.
 CE0364
 CE0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR651161(NAD 83)
 CE0364_MARKER: DV = VERTICAL CONTROL DISK
 CE0364_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0364_SP_SET: PIER
 CE0364_STAMPING: M 1384 1981
 CE0364_MARK LOGO: NGS   
 CE0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0364+STABILITY: POSITION/ELEVATION WELL
 CE0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0364+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1996
 CE0364
 CE0364  HISTORY     - Date     Condition        Report By
 CE0364  HISTORY     - 1981     MONUMENTED       NGS
 CE0364  HISTORY     - 19921123 GOOD             NGS
 CE0364  HISTORY     - 19960206 GOOD             NGS
 CE0364
 CE0364                          STATION DESCRIPTION
 CE0364
 CE0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0364'IN EL PASO.
 CE0364'THE MARK IS 1.5 M ABOVE THE GROUND.
 CE0364'IN EL PASO, AT THE JUNCTION OF PAISANO DRIVE AND THE SOUTHERN PACIFIC
 CE0364'RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE MOST EASTERLY
 CE0364'ONE OF SIX CONCRETE PIERS, IN THE FIRST ROW OF PIERS NORTH OF THE
 CE0364'TRACKS, OF THE OVERPASS, 21.4 METERS (70.1 FT) SOUTHWEST OF THE
 CE0364'SOUTHWEST CORNER OF THE FARAH SLACK COMPANY BUILDING, 9.8 METERS
 CE0364'(32.1 FT) NORTH OF THE NEAR RAIL AND 5.9 METERS (19.4 FT) SOUTH
 CE0364'OF THE CENTER OF A PAVED STREET.
 CE0364
 CE0364                          STATION RECOVERY (1992)
 CE0364
 CE0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0364'IN EL PASO, AT THE INTERSECTION OF PAISANO DRIVE AND THE SOUTHERN
 CE0364'PACIFIC RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE MOST
 CE0364'EASTERLY OF 6 CONCRETE COLUMNS OF THE SEVENTH PIER SOUTH OF THE NORTH
 CE0364'ABUTMENT OF THE DRIVE OVERPASS OF THE RAILROAD, 11.2 M (36.7 FT) EAST
 CE0364'OF THE DRIVE CENTER, 9.8 M (32.2 FT) NORTH OF THE NEAR RAIL, 5.9 M
 CE0364'(19.4 FT) SOUTH OF THE CENTER OF A PAVED STREET, AND 1.5 M (4.9 FT)
 CE0364'ABOVE THE GROUND SURFACE.
 CE0364
 CE0364                          STATION RECOVERY (1996)
 CE0364
 CE0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CE0364'IN EL PASO, AT THE INTERSECTION OF PAISANO DRIVE AND THE SOUTHERN
 CE0364'PACIFIC RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE MOST
 CE0364'EASTERLY OF 6 CONCRETE COLUMNS OF THE 7TH PIER SOUTH OF THE NORTH
 CE0364'ABUTMENT OF THE DRIVE OVERPASS OF THE RAILROAD, 11.2 M (36.7 FT) EAST
 CE0364'OF THE DRIVE CENTER, 9.8 M (32.2 FT) NORTH OF THE NEAR RAIL, 5.9 M
 CE0364'(19.4 FT) SOUTH OF THE CENTER OF A PAVED STREET, AND 1.5 M (4.9 FT)
 CE0364'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1886 ***********************************************************************
 AN1886  DESIGNATION -  M 1385
 AN1886  PID         -  AN1886
 AN1886  STATE/COUNTY-  TX/SAN PATRICIO
 AN1886  USGS QUAD   -  SINTON WEST (1979)
 AN1886
 AN1886                         *CURRENT SURVEY CONTROL
 AN1886  ___________________________________________________________________
 AN1886* NAD 83(1986)-  28 02 16.     (N)    097 30 54.     (W)     SCALED    
 AN1886* NAVD 88     -        14.520  (meters)      47.64   (feet)  ADJUSTED  
 AN1886  ___________________________________________________________________
 AN1886  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1886  DYNAMIC HT  -          14.498 (meters)      47.57  (feet)  COMP
 AN1886  MODELED GRAV-     979,133.6   (mgal)                       NAVD 88
 AN1886
 AN1886  VERT ORDER  -  FIRST     CLASS II
 AN1886
 AN1886.The horizontal coordinates were scaled from a topographic map and have
 AN1886.an estimated accuracy of +/- 6 seconds.
 AN1886
 AN1886.The orthometric height was determined by differential leveling
 AN1886.and adjusted by the National Geodetic Survey in December 1997..
 AN1886
 AN1886.The geoid height was determined by GEOID03.
 AN1886
 AN1886.The dynamic height is computed by dividing the NAVD 88
 AN1886.geopotential number by the normal gravity value computed on the
 AN1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1886.degrees latitude (g = 980.6199 gals.).
 AN1886
 AN1886.The modeled gravity was interpolated from observed gravity values.
 AN1886
 AN1886;                    North         East    Units  Estimated Accuracy
 AN1886;SPC TX S     - 5,263,090.      396,860.      MT  (+/- 180 meters Scaled)
 AN1886
 AN1886                          SUPERSEDED SURVEY CONTROL
 AN1886
 AN1886  NAVD 88 (06/15/91)   14.516  (m)           47.62   (f) UNKNOWN     1 2
 AN1886
 AN1886.Superseded values are not recommended for survey control.
 AN1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1886.See file dsdata.txt to determine how the superseded data were derived.
 AN1886
 AN1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS459022(NAD 83)
 AN1886_MARKER: I = METAL ROD
 AN1886_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN1886_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN1886_STAMPING: M 1385 1981
 AN1886_MARK LOGO: NGS   
 AN1886_PROJECTION: FLUSH
 AN1886_MAGNETIC: I = MARKER IS A STEEL ROD
 AN1886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AN1886+STABILITY: POSITION/ELEVATION WELL
 AN1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1886+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AN1886_ROD/PIPE-DEPTH: 14.6 meters
 AN1886_SLEEVE-DEPTH  : 9.1 meters
 AN1886
 AN1886  HISTORY     - Date     Condition        Report By
 AN1886  HISTORY     - 1981     MONUMENTED       NGS
 AN1886  HISTORY     - 1987     GOOD             NGS
 AN1886  HISTORY     - 19950610 GOOD             USPSQD
 AN1886  HISTORY     - 19970203 GOOD             NGS
 AN1886
 AN1886                          STATION DESCRIPTION
 AN1886
 AN1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1886'IN SINTON.
 AN1886'IN SINTON, AT THE COUNTY COURTHOUSE AT THE INTERSECTION OF SINTON
 AN1886'STREET AND ODEM STREET, 21.8 METERS (71.5 FT) NORTH OF THE CENTERLINE
 AN1886'OF WEST SINTON STREET, 10.9 METERS (36.0 FT) EAST OF THE EAST CURB OF
 AN1886'SOUTH ODEM STREET, 43.5 METERS (143 FT) WEST-SOUTHWEST OF A FLAGPOLE,
 AN1886'32.0 METERS (115 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AN1886'COURTHOUSE, 30.6 METERS (100.5 FT) SOUTH OF THE SOUTH EDGE OF AN
 AN1886'EAST-WEST SIDEWALK, 1.8 METERS (6.0 FT) NORTH-NORTHEAST OF THE EAST
 AN1886'CORNER OF THE BASE OF A VETERANS MONUMENT, 1.9 METERS (6.5 FT)
 AN1886'NORTHEAST OF THE NORTH CORNER OF THE BASE OF THE MONUMENT, 13.7 METERS
 AN1886'(45.0 FT) NORTHEAST OF A STREET LIGHT POLE.
 AN1886'THE MARK IS 0.3 M ABOVE THE STREET.
 AN1886
 AN1886                          STATION RECOVERY (1987)
 AN1886
 AN1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1886'RECOVERED IN GOOD CONDITION.
 AN1886
 AN1886                          STATION RECOVERY (1995)
 AN1886
 AN1886'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1886'RECOVERED IN GOOD CONDITION.
 AN1886
 AN1886                          STATION RECOVERY (1997)
 AN1886
 AN1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1886'IN SINTON, AT THE INTERSECTION OF WEST SINTON AND SOUTH ODEM STREETS,
 AN1886'32.0 M (105.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE,
 AN1886'22.0 M (72.2 FT) NORTH OF THE CENTERLINE OF SINTON STREET, 20.7 M
 AN1886'(67.9 FT) EAST OF THE CENTER OF ODEM STREET, 0.4 M (1.3 FT) NORTHEAST
 AN1886'OF THE NORTHEAST EDGE OF A SIDEWALK, AND 0.4 M (1.3 FT) ABOVE THE
 AN1886'LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AN1886'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0815 ***********************************************************************
 CD0815  DESIGNATION -  M 1389
 CD0815  PID         -  CD0815
 CD0815  STATE/COUNTY-  TX/HUDSPETH
 CD0815  USGS QUAD   -  HACKETT PEAK (1964)
 CD0815
 CD0815                         *CURRENT SURVEY CONTROL
 CD0815  ___________________________________________________________________
 CD0815* NAD 83(1986)-  31 03 30.     (N)    104 57 37.     (W)     SCALED    
 CD0815* NAVD 88     -      1409.486  (meters)    4624.29   (feet)  ADJUSTED  
 CD0815  ___________________________________________________________________
 CD0815  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0815  DYNAMIC HT  -        1407.231 (meters)    4616.89  (feet)  COMP
 CD0815  MODELED GRAV-     978,990.6   (mgal)                       NAVD 88
 CD0815
 CD0815  VERT ORDER  -  FIRST     CLASS II
 CD0815
 CD0815.The horizontal coordinates were scaled from a topographic map and have
 CD0815.an estimated accuracy of +/- 6 seconds.
 CD0815
 CD0815.The orthometric height was determined by differential leveling
 CD0815.and adjusted by the National Geodetic Survey in June 1991..
 CD0815
 CD0815.The geoid height was determined by GEOID03.
 CD0815
 CD0815.The dynamic height is computed by dividing the NAVD 88
 CD0815.geopotential number by the normal gravity value computed on the
 CD0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0815.degrees latitude (g = 980.6199 gals.).
 CD0815
 CD0815.The modeled gravity was interpolated from observed gravity values.
 CD0815
 CD0815;                    North         East    Units  Estimated Accuracy
 CD0815;SPC TX C     - 3,163,460.      258,560.      MT  (+/- 180 meters Scaled)
 CD0815
 CD0815                          SUPERSEDED SURVEY CONTROL
 CD0815
 CD0815.No superseded survey control is available for this station.
 CD0815
 CD0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ037360(NAD 83)
 CD0815_MARKER: DB = BENCH MARK DISK
 CD0815_SETTING: 66 = SET IN ROCK OUTCROP
 CD0815_SP_SET: ROCK OUTCROP
 CD0815_STAMPING: M 1389 1981
 CD0815_MARK LOGO: NGS   
 CD0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0815+STABILITY: POSITION/ELEVATION WELL
 CD0815
 CD0815  HISTORY     - Date     Condition        Report By
 CD0815  HISTORY     - 1981     MONUMENTED       NGS
 CD0815  HISTORY     - 1990     GOOD             USPSQD
 CD0815
 CD0815                          STATION DESCRIPTION
 CD0815
 CD0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0815'12.8 KM (7.95 MI) WEST FROM VAN HORN.
 CD0815'12.8 KM (7.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0815'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, AT THE EAST END OF A
 CD0815'SMALL HIGHWAY ROCK CUT, 0.2 KM (0.15 MI) EAST OF MILEPOST 132, IN
 CD0815'TOP OF A 2 BY 2 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 18.4 METERS
 CD0815'(60.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BOX CULVERT AND
 CD0815'11.0 METERS (36.1 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST
 CD0815'BOUND LANES OF THE HIGHWAY.
 CD0815'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CD0815'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CD0815
 CD0815                          STATION RECOVERY (1990)
 CD0815
 CD0815'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0185 ***********************************************************************
 FL0185  DESIGNATION -  M 139
 FL0185  PID         -  FL0185
 FL0185  STATE/COUNTY-  TX/WHEELER
 FL0185  USGS QUAD   -  WHEELER (1978)
 FL0185
 FL0185                         *CURRENT SURVEY CONTROL
 FL0185  ___________________________________________________________________
 FL0185* NAD 83(1986)-  35 29 55.     (N)    100 17 23.     (W)     SCALED    
 FL0185* NAVD 88     -       732.089  (meters)    2401.86   (feet)  ADJUSTED  
 FL0185  ___________________________________________________________________
 FL0185  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FL0185  DYNAMIC HT  -         731.306 (meters)    2399.29  (feet)  COMP
 FL0185  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 FL0185
 FL0185  VERT ORDER  -  FIRST     CLASS II
 FL0185
 FL0185.The horizontal coordinates were scaled from a topographic map and have
 FL0185.an estimated accuracy of +/- 6 seconds.
 FL0185
 FL0185.The orthometric height was determined by differential leveling
 FL0185.and adjusted by the National Geodetic Survey in June 1991..
 FL0185
 FL0185.The geoid height was determined by GEOID03.
 FL0185
 FL0185.The dynamic height is computed by dividing the NAVD 88
 FL0185.geopotential number by the normal gravity value computed on the
 FL0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0185.degrees latitude (g = 980.6199 gals.).
 FL0185
 FL0185.The modeled gravity was interpolated from observed gravity values.
 FL0185
 FL0185;                    North         East    Units  Estimated Accuracy
 FL0185;SPC TX N     - 1,166,920.      309,800.      MT  (+/- 180 meters Scaled)
 FL0185
 FL0185                          SUPERSEDED SURVEY CONTROL
 FL0185
 FL0185  NGVD 29 (??/??/92)  731.769  (m)         2400.81   (f) ADJ UNCH    1 2
 FL0185
 FL0185.Superseded values are not recommended for survey control.
 FL0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0185.See file dsdata.txt to determine how the superseded data were derived.
 FL0185
 FL0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE830291(NAD 83)
 FL0185_MARKER: DB = BENCH MARK DISK
 FL0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0185_SP_SET: BRIDGE
 FL0185_STAMPING: M-139 1933
 FL0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0185
 FL0185  HISTORY     - Date     Condition        Report By
 FL0185  HISTORY     - 1933     MONUMENTED       CGS
 FL0185
 FL0185                          STATION DESCRIPTION
 FL0185
 FL0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL0185'4.1 MI N FROM WHEELER.
 FL0185'4.1 MILES NORTH OF WHEELER COUNTY COURT HOUSE AT WHEELER ON SOUTH EAST
 FL0185'CORNER ON WINGWALL OF U.S. 83 HIGHWAY STEEL GURDER CONCRETE BRIDGE
 FL0185'OVER SWEETWATER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0848 ***********************************************************************
 CD0848  DESIGNATION -  M 1390
 CD0848  PID         -  CD0848
 CD0848  STATE/COUNTY-  TX/REEVES
 CD0848  USGS QUAD   -  SCREW BEAN DRAW NE (1973)
 CD0848
 CD0848                         *CURRENT SURVEY CONTROL
 CD0848  ___________________________________________________________________
 CD0848* NAD 83(1986)-  31 58 09.     (N)    104 00 39.     (W)     SCALED    
 CD0848* NAVD 88     -       880.030  (meters)    2887.23   (feet)  ADJUSTED  
 CD0848  ___________________________________________________________________
 CD0848  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CD0848  DYNAMIC HT  -         878.737 (meters)    2882.99  (feet)  COMP
 CD0848  MODELED GRAV-     979,142.4   (mgal)                       NAVD 88
 CD0848
 CD0848  VERT ORDER  -  FIRST     CLASS II
 CD0848
 CD0848.The horizontal coordinates were scaled from a topographic map and have
 CD0848.an estimated accuracy of +/- 6 seconds.
 CD0848
 CD0848.The orthometric height was determined by differential leveling
 CD0848.and adjusted by the National Geodetic Survey in June 1991..
 CD0848
 CD0848.The geoid height was determined by GEOID03.
 CD0848
 CD0848.The dynamic height is computed by dividing the NAVD 88
 CD0848.geopotential number by the normal gravity value computed on the
 CD0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0848.degrees latitude (g = 980.6199 gals.).
 CD0848
 CD0848.The modeled gravity was interpolated from observed gravity values.
 CD0848
 CD0848;                    North         East    Units  Estimated Accuracy
 CD0848;SPC TX C     - 3,261,000.      352,440.      MT  (+/- 180 meters Scaled)
 CD0848
 CD0848                          SUPERSEDED SURVEY CONTROL
 CD0848
 CD0848.No superseded survey control is available for this station.
 CD0848
 CD0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER934374(NAD 83)
 CD0848_MARKER: I = METAL ROD
 CD0848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0848_SP_SET: STAINLESS STEEL ROD
 CD0848_STAMPING: M 1390 1981
 CD0848_MARK LOGO: NGS   
 CD0848_PROJECTION: FLUSH
 CD0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD0848+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 CD0848_ROD/PIPE-DEPTH: 4.0  meters
 CD0848
 CD0848  HISTORY     - Date     Condition        Report By
 CD0848  HISTORY     - 1981     MONUMENTED       NGS
 CD0848  HISTORY     - 20050702 GOOD             USPSQD
 CD0848
 CD0848                          STATION DESCRIPTION
 CD0848
 CD0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0848'18.5 KM (11.5 MI) NW FROM ORLA.
 CD0848'18.5 KM (11.5 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CD0848'WITH FARM ROAD 652 IN ORLA, 48.5 METERS (159.0 FT) SOUTHEAST OF THE
 CD0848'SOUTHEAST CORNER OF A 4X4 FOOT BOX CULVERT, AND 18.3 METERS (60.0 FT)
 CD0848'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED
 CD0848'AT 4.0 METERS (13.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A
 CD0848'5-INCH LOGO CAP.
 CD0848'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 CD0848'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CD0848
 CD0848                          STATION RECOVERY (2005)
 CD0848
 CD0848'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CD0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0557 ***********************************************************************
 CC0557  DESIGNATION -  M 1391
 CC0557  PID         -  CC0557
 CC0557  STATE/COUNTY-  TX/REEVES
 CC0557  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0557
 CC0557                         *CURRENT SURVEY CONTROL
 CC0557  ___________________________________________________________________
 CC0557* NAD 83(1986)-  31 41 14.     (N)    103 47 25.     (W)     SCALED    
 CC0557* NAVD 88     -       875.052  (meters)    2870.90   (feet)  ADJUSTED  
 CC0557  ___________________________________________________________________
 CC0557  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CC0557  DYNAMIC HT  -         873.755 (meters)    2866.64  (feet)  COMP
 CC0557  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 CC0557
 CC0557  VERT ORDER  -  FIRST     CLASS II
 CC0557
 CC0557.The horizontal coordinates were scaled from a topographic map and have
 CC0557.an estimated accuracy of +/- 6 seconds.
 CC0557
 CC0557.The orthometric height was determined by differential leveling
 CC0557.and adjusted by the National Geodetic Survey in June 1991..
 CC0557
 CC0557.The geoid height was determined by GEOID03.
 CC0557
 CC0557.The dynamic height is computed by dividing the NAVD 88
 CC0557.geopotential number by the normal gravity value computed on the
 CC0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0557.degrees latitude (g = 980.6199 gals.).
 CC0557
 CC0557.The modeled gravity was interpolated from observed gravity values.
 CC0557
 CC0557;                    North         East    Units  Estimated Accuracy
 CC0557;SPC TX C     - 3,229,090.      372,310.      MT  (+/- 180 meters Scaled)
 CC0557
 CC0557                          SUPERSEDED SURVEY CONTROL
 CC0557
 CC0557.No superseded survey control is available for this station.
 CC0557
 CC0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR146064(NAD 83)
 CC0557_MARKER: I = METAL ROD
 CC0557_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0557+WITH SETTING: INFORMATION.
 CC0557_SP_SET: SHALLOW SET METAL ROD
 CC0557_STAMPING: M 1391 1981
 CC0557_MARK LOGO: NGS   
 CC0557_PROJECTION: FLUSH
 CC0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0557_ROD/PIPE-DEPTH: 2.1  meters
 CC0557
 CC0557  HISTORY     - Date     Condition        Report By
 CC0557  HISTORY     - 1981     MONUMENTED       NGS
 CC0557
 CC0557                          STATION DESCRIPTION
 CC0557
 CC0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0557'18.6 KM (11.55 MI) SE FROM ORLA.
 CC0557'18.6 KM (11.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0557'WITH FARM ROAD 652 IN ORLA, 1.3 KM (0.8 MI) NORTHWEST OF A FIELD
 CC0557'ROAD AT THE SOUTHEAST END OF A CURVE IN THE HIGHWAY, AND 26.9 METERS
 CC0557'(88.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL
 CC0557'WAS REACHED AT 2.1 METERS (7.0 FT).  ACCESS TO THE DATUM POINT IS
 CC0557'THROUGH A 5-INCH LOGO CAP.
 CC0557'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 CC0557'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0834 ***********************************************************************
 CD0834  DESIGNATION -  M 1392
 CD0834  PID         -  CD0834
 CD0834  STATE/COUNTY-  TX/HUDSPETH
 CD0834  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0834
 CD0834                         *CURRENT SURVEY CONTROL
 CD0834  ___________________________________________________________________
 CD0834* NAD 83(1986)-  31 49 15.     (N)    105 42 39.     (W)     SCALED    
 CD0834* NAVD 88     -      1484.404  (meters)    4870.08   (feet)  ADJUSTED  
 CD0834  ___________________________________________________________________
 CD0834  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 CD0834  DYNAMIC HT  -        1482.097 (meters)    4862.51  (feet)  COMP
 CD0834  MODELED GRAV-     979,032.6   (mgal)                       NAVD 88
 CD0834
 CD0834  VERT ORDER  -  FIRST     CLASS II
 CD0834
 CD0834.The horizontal coordinates were scaled from a topographic map and have
 CD0834.an estimated accuracy of +/- 6 seconds.
 CD0834
 CD0834.The orthometric height was determined by differential leveling
 CD0834.and adjusted by the National Geodetic Survey in June 1991..
 CD0834
 CD0834.The geoid height was determined by GEOID03.
 CD0834
 CD0834.The dynamic height is computed by dividing the NAVD 88
 CD0834.geopotential number by the normal gravity value computed on the
 CD0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0834.degrees latitude (g = 980.6199 gals.).
 CD0834
 CD0834.The modeled gravity was interpolated from observed gravity values.
 CD0834
 CD0834;                    North         East    Units  Estimated Accuracy
 CD0834;SPC TX C     - 3,251,110.      191,080.      MT  (+/- 180 meters Scaled)
 CD0834
 CD0834                          SUPERSEDED SURVEY CONTROL
 CD0834
 CD0834.No superseded survey control is available for this station.
 CD0834
 CD0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR327207(NAD 83)
 CD0834_MARKER: I = METAL ROD
 CD0834_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0834+WITH SETTING: INFORMATION.
 CD0834_SP_SET: SHALLOW SET METAL ROD
 CD0834_STAMPING: M 1392 1981
 CD0834_MARK LOGO: NGS   
 CD0834_PROJECTION: FLUSH
 CD0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0834_ROD/PIPE-DEPTH: 2.4  meters
 CD0834
 CD0834  HISTORY     - Date     Condition        Report By
 CD0834  HISTORY     - 1981     MONUMENTED       NGS
 CD0834
 CD0834                          STATION DESCRIPTION
 CD0834
 CD0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0834'71.5 KM (44.4 MI) EAST FROM EL PASO.
 CD0834'71.5 KM (44.4 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0834'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0834'0.4 KM (0.25 MI) EAST-SOUTHEAST OF A ROAD LEADING NORTHEAST TO THE
 CD0834'DIAMOND CATTLE COMPANY, 23.0 METERS (75.5 FT) SOUTH-SOUTHEAST OF
 CD0834'THE CENTERLINE OF THE HIGHWAY AND 0.3 METER (1.0 FT) NORTH-NORTHEAST
 CD0834'OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CD0834'LOGO CAP.
 CD0834'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST AND FENCE
 CD0834'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0757 ***********************************************************************
 CD0757  DESIGNATION -  M 1393
 CD0757  PID         -  CD0757
 CD0757  STATE/COUNTY-  TX/HUDSPETH
 CD0757  USGS QUAD   -  ACALA (1972)
 CD0757
 CD0757                         *CURRENT SURVEY CONTROL
 CD0757  ___________________________________________________________________
 CD0757* NAD 83(1986)-  31 20 20.     (N)    105 55 10.     (W)     SCALED    
 CD0757* NAVD 88     -      1080.318  (meters)    3544.34   (feet)  ADJUSTED  
 CD0757  ___________________________________________________________________
 CD0757  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CD0757  DYNAMIC HT  -        1078.623 (meters)    3538.78  (feet)  COMP
 CD0757  MODELED GRAV-     979,035.4   (mgal)                       NAVD 88
 CD0757
 CD0757  VERT ORDER  -  FIRST     CLASS II
 CD0757
 CD0757.The horizontal coordinates were scaled from a topographic map and have
 CD0757.an estimated accuracy of +/- 6 seconds.
 CD0757
 CD0757.The orthometric height was determined by differential leveling
 CD0757.and adjusted by the National Geodetic Survey in June 1991..
 CD0757
 CD0757.The geoid height was determined by GEOID03.
 CD0757
 CD0757.The dynamic height is computed by dividing the NAVD 88
 CD0757.geopotential number by the normal gravity value computed on the
 CD0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0757.degrees latitude (g = 980.6199 gals.).
 CD0757
 CD0757.The modeled gravity was interpolated from observed gravity values.
 CD0757
 CD0757;                    North         East    Units  Estimated Accuracy
 CD0757;SPC TX C     - 3,198,720.      168,680.      MT  (+/- 180 meters Scaled)
 CD0757
 CD0757                          SUPERSEDED SURVEY CONTROL
 CD0757
 CD0757.No superseded survey control is available for this station.
 CD0757
 CD0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ125675(NAD 83)
 CD0757_MARKER: I = METAL ROD
 CD0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0757_SP_SET: STAINLESS STEEL ROD
 CD0757_STAMPING: M 1393 1981
 CD0757_MARK LOGO: NGS   
 CD0757_PROJECTION: FLUSH
 CD0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0757_ROD/PIPE-DEPTH: 16.2 meters
 CD0757
 CD0757  HISTORY     - Date     Condition        Report By
 CD0757  HISTORY     - 1981     MONUMENTED       NGS
 CD0757
 CD0757                          STATION DESCRIPTION
 CD0757
 CD0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0757'29.0 KM (18.0 MI) SE FROM FABENS.
 CD0757'29.0 KM (18.0 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CD0757'POST OFFICE IN FABENS, 12.2 METERS (40.0 FT) SOUTHWEST OF THE
 CD0757'CENTERLINE OF THE HIGHWAY AND 7.0 METERS (23.0 FT) SOUTHEAST OF
 CD0757'THE CENTER OF A ROAD LEADING SOUTHWEST.  NOTE=ACCESS TO THE DATUM
 CD0757'POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0757'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CD0757'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0785 ***********************************************************************
 CD0785  DESIGNATION -  M 1394
 CD0785  PID         -  CD0785
 CD0785  STATE/COUNTY-  TX/HUDSPETH
 CD0785  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0785
 CD0785                         *CURRENT SURVEY CONTROL
 CD0785  ___________________________________________________________________
 CD0785* NAD 83(1986)-  31 11 48.     (N)    105 34 43.     (W)     SCALED    
 CD0785* NAVD 88     -      1218.954  (meters)    3999.18   (feet)  ADJUSTED  
 CD0785  ___________________________________________________________________
 CD0785  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CD0785  DYNAMIC HT  -        1217.040 (meters)    3992.91  (feet)  COMP
 CD0785  MODELED GRAV-     979,028.3   (mgal)                       NAVD 88
 CD0785
 CD0785  VERT ORDER  -  FIRST     CLASS II
 CD0785
 CD0785.The horizontal coordinates were scaled from a topographic map and have
 CD0785.an estimated accuracy of +/- 6 seconds.
 CD0785
 CD0785.The orthometric height was determined by differential leveling
 CD0785.and adjusted by the National Geodetic Survey in June 1991..
 CD0785
 CD0785.The geoid height was determined by GEOID03.
 CD0785
 CD0785.The dynamic height is computed by dividing the NAVD 88
 CD0785.geopotential number by the normal gravity value computed on the
 CD0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0785.degrees latitude (g = 980.6199 gals.).
 CD0785
 CD0785.The modeled gravity was interpolated from observed gravity values.
 CD0785
 CD0785;                    North         East    Units  Estimated Accuracy
 CD0785;SPC TX C     - 3,181,390.      200,330.      MT  (+/- 180 meters Scaled)
 CD0785
 CD0785                          SUPERSEDED SURVEY CONTROL
 CD0785
 CD0785.No superseded survey control is available for this station.
 CD0785
 CD0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ448515(NAD 83)
 CD0785_MARKER: I = METAL ROD
 CD0785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0785_SP_SET: STAINLESS STEEL ROD
 CD0785_STAMPING: M 1394 1981
 CD0785_MARK LOGO: NGS   
 CD0785_PROJECTION: FLUSH
 CD0785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0785+STABILITY: POSITION/ELEVATION WELL
 CD0785_ROD/PIPE-DEPTH: 6.1  meters
 CD0785
 CD0785  HISTORY     - Date     Condition        Report By
 CD0785  HISTORY     - 1981     MONUMENTED       NGS
 CD0785  HISTORY     - 1990     GOOD             USPSQD
 CD0785
 CD0785                          STATION DESCRIPTION
 CD0785
 CD0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0785'23.5 KM (14.6 MI) NW FROM SIERRA BLANCA.
 CD0785'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0785'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0785'SOUTH ALONG A GRAVELED ROAD, THENCE 17.1 KM (10.6 MI) NORTHWEST
 CD0785'ALONG INTERSTATE HIGHWAY 10, 0.2 KM (0.15 MI) WEST OF MILEPOST 93,
 CD0785'31.8 METERS (104.4 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CD0785'LANES OF THE HIGHWAY AND 0.3 METER (1.0 FT) NORTH OF A FENCE.
 CD0785'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0785'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CD0785'THE MARK IS 0.6 M BELOW THE ROAD.
 CD0785
 CD0785                          STATION RECOVERY (1990)
 CD0785
 CD0785'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0868 ***********************************************************************
 CD0868  DESIGNATION -  M 1395
 CD0868  PID         -  CD0868
 CD0868  STATE/COUNTY-  TX/CULBERSON
 CD0868  USGS QUAD   -  PLATEAU (1979)
 CD0868
 CD0868                         *CURRENT SURVEY CONTROL
 CD0868  ___________________________________________________________________
 CD0868* NAD 83(1986)-  31 03 35.     (N)    104 32 09.     (W)     SCALED    
 CD0868* NAVD 88     -      1216.245  (meters)    3990.30   (feet)  ADJUSTED  
 CD0868  ___________________________________________________________________
 CD0868  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 CD0868  DYNAMIC HT  -        1214.356 (meters)    3984.10  (feet)  COMP
 CD0868  MODELED GRAV-     979,045.7   (mgal)                       NAVD 88
 CD0868
 CD0868  VERT ORDER  -  FIRST     CLASS II
 CD0868
 CD0868.The horizontal coordinates were scaled from a topographic map and have
 CD0868.an estimated accuracy of +/- 6 seconds.
 CD0868
 CD0868.The orthometric height was determined by differential leveling
 CD0868.and adjusted by the National Geodetic Survey in June 1991..
 CD0868
 CD0868.The geoid height was determined by GEOID03.
 CD0868
 CD0868.The dynamic height is computed by dividing the NAVD 88
 CD0868.geopotential number by the normal gravity value computed on the
 CD0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0868.degrees latitude (g = 980.6199 gals.).
 CD0868
 CD0868.The modeled gravity was interpolated from observed gravity values.
 CD0868
 CD0868;                    North         East    Units  Estimated Accuracy
 CD0868;SPC TX C     - 3,162,000.      299,040.      MT  (+/- 180 meters Scaled)
 CD0868
 CD0868                          SUPERSEDED SURVEY CONTROL
 CD0868
 CD0868.No superseded survey control is available for this station.
 CD0868
 CD0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ442363(NAD 83)
 CD0868_MARKER: I = METAL ROD
 CD0868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0868_SP_SET: STAINLESS STEEL ROD
 CD0868_STAMPING: M 1395 1981
 CD0868_MARK LOGO: NGS   
 CD0868_PROJECTION: FLUSH
 CD0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0868_ROD/PIPE-DEPTH: 5.2  meters
 CD0868
 CD0868  HISTORY     - Date     Condition        Report By
 CD0868  HISTORY     - 1981     MONUMENTED       NGS
 CD0868
 CD0868                          STATION DESCRIPTION
 CD0868
 CD0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0868'28.7 KM (17.8 MI) EAST FROM VAN HORN.
 CD0868'28.7 KM (17.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0868'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.5 KM (0.3 MI) WEST
 CD0868'OF MILE POST 158, 46.9 METERS (154.0 FT) NORTH OF THE CENTERLINE
 CD0868'OF A FRONTAGE ROAD, AND 4.3 METERS (14.0 FT) WEST OF THE CENTER OF
 CD0868'A TRACK ROAD LEADING NORTHEAST.  NOTE=ACCESS TO THE DATUM POINT
 CD0868'IS THROUGH A 5-INCH LOGO CAP.
 CD0868'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 CD0868'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0892 ***********************************************************************
 CD0892  FBN         -  This is a Federal Base Network Control Station.
 CD0892  DESIGNATION -  M 1396
 CD0892  PID         -  CD0892
 CD0892  STATE/COUNTY-  TX/JEFF DAVIS
 CD0892  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0892
 CD0892                         *CURRENT SURVEY CONTROL
 CD0892  ___________________________________________________________________
 CD0892* NAD 83(1993)-  31 04 42.09738(N)    104 06 59.13112(W)     ADJUSTED  
 CD0892* NAVD 88     -      1244.446  (meters)    4082.82   (feet)  ADJUSTED  
 CD0892  ___________________________________________________________________
 CD0892  X           -  -1,333,743.289 (meters)                     COMP
 CD0892  Y           -  -5,303,419.434 (meters)                     COMP
 CD0892  Z           -   3,273,968.246 (meters)                     COMP
 CD0892  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CD0892  ELLIP HEIGHT-        1222.12  (meters)          (05/01/00) GPS OBS
 CD0892  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 CD0892  DYNAMIC HT  -        1242.520 (meters)    4076.50  (feet)  COMP
 CD0892  MODELED GRAV-     979,049.8   (mgal)                       NAVD 88
 CD0892
 CD0892  HORZ ORDER  -  A
 CD0892  VERT ORDER  -  FIRST     CLASS II
 CD0892  ELLP ORDER  -  THIRD     CLASS I
 CD0892
 CD0892.The horizontal coordinates were established by GPS observations
 CD0892.and adjusted by the National Geodetic Survey in May 1997..
 CD0892
 CD0892.The orthometric height was determined by differential leveling
 CD0892.and adjusted by the National Geodetic Survey in June 1991..
 CD0892
 CD0892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CD0892
 CD0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0892
 CD0892.The ellipsoidal height was determined by GPS observations
 CD0892.and is referenced to NAD 83.
 CD0892
 CD0892.The geoid height was determined by GEOID03.
 CD0892
 CD0892.The dynamic height is computed by dividing the NAVD 88
 CD0892.geopotential number by the normal gravity value computed on the
 CD0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0892.degrees latitude (g = 980.6199 gals.).
 CD0892
 CD0892.The modeled gravity was interpolated from observed gravity values.
 CD0892
 CD0892;                    North         East     Units Scale Factor Converg.
 CD0892;SPC TX C     - 3,162,630.625   339,106.312   MT  0.99988264   -1 56 54.7
 CD0892;SPC TX C     -10,376,063.98  1,112,551.29   sFT  0.99988264   -1 56 54.7
 CD0892;UTM  13      - 3,438,621.778   584,283.913   MT  0.99968762   +0 27 22.1
 CD0892
 CD0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0892!SPC TX C     -   0.99980812  x   0.99988264  =   0.99969079
 CD0892!UTM  13      -   0.99980812  x   0.99968762  =   0.99949580
 CD0892
 CD0892                          SUPERSEDED SURVEY CONTROL
 CD0892
 CD0892  ELLIP H (05/12/97) 1222.17   (m)                       GP(       ) 1 1
 CD0892  NAD 83(1993)-  31 04 42.09742(N)    104 06 59.13106(W) AD(       ) A
 CD0892  ELLIP H (01/13/94) 1222.17   (m)                       GP(       ) 1 1
 CD0892  NAVD 88 (01/13/94) 1244.45   (m)         4082.8    (f) LEVELING    3  
 CD0892
 CD0892.Superseded values are not recommended for survey control.
 CD0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0892.See file dsdata.txt to determine how the superseded data were derived.
 CD0892
 CD0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ8428438622(NAD 83)
 CD0892_MARKER: DV = VERTICAL CONTROL DISK
 CD0892_SETTING: 66 = SET IN ROCK OUTCROP
 CD0892_SP_SET: ROCK OUTCROP
 CD0892_STAMPING: M 1396 1981
 CD0892_MARK LOGO: NGS   
 CD0892_MAGNETIC: N = NO MAGNETIC MATERIAL
 CD0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0892+STABILITY: POSITION/ELEVATION WELL
 CD0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD0892+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1998
 CD0892
 CD0892  HISTORY     - Date     Condition        Report By
 CD0892  HISTORY     - 1981     MONUMENTED       NGS
 CD0892  HISTORY     - 19930222 GOOD             NGS
 CD0892  HISTORY     - 19980223 GOOD             NGS
 CD0892
 CD0892                          STATION DESCRIPTION
 CD0892
 CD0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0892'10.0 KM (6.2 MI) EAST FROM KENT.
 CD0892'10.0 KM (6.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0892'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, AT THE
 CD0892'APPROXIMATE MIDDLE OF A CUTBANK, IN TOP OF A 4X8 FT EXPOSED AREA OF
 CD0892'BEDROCK, 0.2 KM (0.15 MI) EAST OF MILE POST 183, 26.0 METERS (85.3 FT)
 CD0892'SOUTH-SOUTHEAST OF A FENCE, 19.1 METERS (62.7 FT) NORTH-NORTHWEST OF
 CD0892'THE CENTERLINE OF THE WEST BOUND OF THE HIGHWAY, AND 3.4 METERS
 CD0892'(11.0 FT) NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST END OF THE CUTBANK.
 CD0892'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CD0892'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
 CD0892
 CD0892                          STATION RECOVERY (1993)
 CD0892
 CD0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CD0892'STATION IS LOCATED ABOUT 65 KM (40.40 MI) EAST OF VAN HORN, ALONG
 CD0892'INTERSTATE HIGHWAY 10, 4.5 KM (2.80 MI) SOUTHWEST OF THE JUNCTION OF
 CD0892'INTERSTATE HIGHWAYS 10 AND 20, AT MILE 183.1, 4.18 KM (2.60 MI)
 CD0892'NORTHEAST ALONG THE HIGHWAY FROM THE CHERRY CREEK ROAD EXIT, 1.46 KM
 CD0892'(0.90 MI) SOUTHWEST OF THE SPRINGHILLS EXIT, ON A SHORT, 4 METER
 CD0892'(13.1 FT) HIGH ROCK CUT ALONG THE WESTBOUND LANES OF THE HIGHWAY.
 CD0892'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 CD0892'TO REACH FROM THE OVERPASS AT THE SPRINGHILLS INTERCHANGE (EXIT 184),
 CD0892'GO SOUTHWEST ON HIGHWAY 10 FOR 1.46 KM (0.90 MI) TO THE STATION ON
 CD0892'THE RIGHT.
 CD0892'STATION MARK IS SET FLUSH IN A DRILL HOLE IN A FLUSH ROCK LEDGE WITH A
 CD0892'SLIGHT SLOPE TO THE SOUTH.  IT IS 19.1 M (62.7 FT) NORTHWEST OF AND
 CD0892'3.5 M (11.5 FT) HIGHER THAN THE CENTER OF THE WESTBOUND LANES, 3.5 M
 CD0892'(11.5 FT) NORTHWEST OF THE CUT EDGE AND 0.3 M (1.0 FT) SOUTHWEST OF A
 CD0892'METAL WITNESS POST.
 CD0892
 CD0892                          STATION RECOVERY (1998)
 CD0892
 CD0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CD0892'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES  NOTE--THE
 CD0892'PREVIOUS DESCRIPTIONS STATE DB = BENCH MARK DISK, THIS IS INCORRECT.
 CD0892'IT IS A VERTICAL CONTROL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0595 ***********************************************************************
 CC0595  DESIGNATION -  M 1397
 CC0595  PID         -  CC0595
 CC0595  STATE/COUNTY-  TX/REEVES
 CC0595  USGS QUAD   -  TOYAH (1970)
 CC0595
 CC0595                         *CURRENT SURVEY CONTROL
 CC0595  ___________________________________________________________________
 CC0595* NAD 83(1986)-  31 19 08.     (N)    103 46 35.     (W)     SCALED    
 CC0595* NAVD 88     -       879.713  (meters)    2886.19   (feet)  ADJUSTED  
 CC0595  ___________________________________________________________________
 CC0595  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CC0595  DYNAMIC HT  -         878.412 (meters)    2881.92  (feet)  COMP
 CC0595  MODELED GRAV-     979,132.7   (mgal)                       NAVD 88
 CC0595
 CC0595  VERT ORDER  -  FIRST     CLASS II
 CC0595
 CC0595.The horizontal coordinates were scaled from a topographic map and have
 CC0595.an estimated accuracy of +/- 6 seconds.
 CC0595
 CC0595.The orthometric height was determined by differential leveling
 CC0595.and adjusted by the National Geodetic Survey in June 1991..
 CC0595
 CC0595.The geoid height was determined by GEOID03.
 CC0595
 CC0595.The dynamic height is computed by dividing the NAVD 88
 CC0595.geopotential number by the normal gravity value computed on the
 CC0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0595.degrees latitude (g = 980.6199 gals.).
 CC0595
 CC0595.The modeled gravity was interpolated from observed gravity values.
 CC0595
 CC0595;                    North         East    Units  Estimated Accuracy
 CC0595;SPC TX C     - 3,188,230.      372,360.      MT  (+/- 180 meters Scaled)
 CC0595
 CC0595                          SUPERSEDED SURVEY CONTROL
 CC0595
 CC0595.No superseded survey control is available for this station.
 CC0595
 CC0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ164655(NAD 83)
 CC0595_MARKER: I = METAL ROD
 CC0595_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0595_SP_SET: STAINLESS STEEL ROD
 CC0595_STAMPING: M 1397 1981
 CC0595_MARK LOGO: NGS   
 CC0595_PROJECTION: FLUSH
 CC0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0595+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 CC0595_ROD/PIPE-DEPTH: 5.2  meters
 CC0595
 CC0595  HISTORY     - Date     Condition        Report By
 CC0595  HISTORY     - 1981     MONUMENTED       NGS
 CC0595  HISTORY     - 20001215 GOOD             USPSQD
 CC0595  HISTORY     - 20030908 GOOD             USPSQD
 CC0595  HISTORY     - 20051107 GOOD             USPSQD
 CC0595
 CC0595                          STATION DESCRIPTION
 CC0595
 CC0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0595'1.5 KM (0.95 MI) NE FROM TOYAH.
 CC0595'1.5 KM (0.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0595'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.8 KM (0.5 MI) NORTHEAST
 CC0595'OF MILE POST 23, 0.3 KM (0.2 MI) SOUTHWEST OF A HIGHWAY BRIDGE,
 CC0595'7.8 METERS (25.5 FT) SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD,
 CC0595'AND 6.4 METERS (20.9 FT) SOUTHWEST OF THE CENTER OF A FIELD
 CC0595'ENTRANCE ROAD.  NOTE=ROD WAS DRIVEN TO REFUSAL AT 17.0 FT.  ACCESS
 CC0595'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0595'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST AND FENCE
 CC0595'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CC0595
 CC0595                          STATION RECOVERY (2000)
 CC0595
 CC0595'RECOVERY NOTE BY US POWER SQUADRON 2000 (JPM)
 CC0595'RECOVERED IN GOOD CONDITION.
 CC0595
 CC0595                          STATION RECOVERY (2003)
 CC0595
 CC0595'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 CC0595'WITNESS POST AND SIGN IN GOOD CONDITION.
 CC0595
 CC0595                          STATION RECOVERY (2005)
 CC0595
 CC0595'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJ)
 CC0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0350 ***********************************************************************
 BQ0350  DESIGNATION -  M 1398
 BQ0350  PID         -  BQ0350
 BQ0350  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0350  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0350
 BQ0350                         *CURRENT SURVEY CONTROL
 BQ0350  ___________________________________________________________________
 BQ0350* NAD 83(1986)-  30 32 58.     (N)    104 27 00.     (W)     SCALED    
 BQ0350* NAVD 88     -      1376.030  (meters)    4514.53   (feet)  ADJUSTED  
 BQ0350  ___________________________________________________________________
 BQ0350  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 BQ0350  DYNAMIC HT  -        1373.749 (meters)    4507.04  (feet)  COMP
 BQ0350  MODELED GRAV-     978,936.1   (mgal)                       NAVD 88
 BQ0350
 BQ0350  VERT ORDER  -  FIRST     CLASS II
 BQ0350
 BQ0350.The horizontal coordinates were scaled from a topographic map and have
 BQ0350.an estimated accuracy of +/- 6 seconds.
 BQ0350
 BQ0350.The orthometric height was determined by differential leveling
 BQ0350.and adjusted by the National Geodetic Survey in June 1991..
 BQ0350
 BQ0350.The geoid height was determined by GEOID03.
 BQ0350
 BQ0350.The dynamic height is computed by dividing the NAVD 88
 BQ0350.geopotential number by the normal gravity value computed on the
 BQ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0350.degrees latitude (g = 980.6199 gals.).
 BQ0350
 BQ0350.The modeled gravity was interpolated from observed gravity values.
 BQ0350
 BQ0350;                    North         East    Units  Estimated Accuracy
 BQ0350;SPC TX C     - 3,105,170.      305,130.      MT  (+/- 180 meters Scaled)
 BQ0350
 BQ0350                          SUPERSEDED SURVEY CONTROL
 BQ0350
 BQ0350.No superseded survey control is available for this station.
 BQ0350
 BQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP527797(NAD 83)
 BQ0350_MARKER: I = METAL ROD
 BQ0350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0350_SP_SET: STAINLESS STEEL ROD
 BQ0350_STAMPING: M 1398 1981
 BQ0350_MARK LOGO: NGS   
 BQ0350_PROJECTION: FLUSH
 BQ0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0350+STABILITY: POSITION/ELEVATION WELL
 BQ0350_ROD/PIPE-DEPTH: 6.7  meters
 BQ0350
 BQ0350  HISTORY     - Date     Condition        Report By
 BQ0350  HISTORY     - 1981     MONUMENTED       NGS
 BQ0350  HISTORY     - 19961009 GOOD             USPSQD
 BQ0350
 BQ0350                          STATION DESCRIPTION
 BQ0350
 BQ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0350'6.8 KM (4.25 MI) SE FROM VALENTINE.
 BQ0350'6.8 KM (4.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0350'IN VALENTINE, 38.4 METERS (126.0 FT) NORTHEAST OF THE CENTERLINE OF
 BQ0350'THE HIGHWAY, 12.9 METERS (42.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0350'SOUTHERN PACIFIC RAILROAD, AND 1.7 METERS (5.5 FT) SOUTHEAST OF
 BQ0350'RAILROAD MILE POST 664.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BQ0350'5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 22.0 FT.
 BQ0350'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 BQ0350'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0350
 BQ0350                          STATION RECOVERY (1996)
 BQ0350
 BQ0350'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0378 ***********************************************************************
 BQ0378  DESIGNATION -  M 1399
 BQ0378  PID         -  BQ0378
 BQ0378  STATE/COUNTY-  TX/PRESIDIO
 BQ0378  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0378
 BQ0378                         *CURRENT SURVEY CONTROL
 BQ0378  ___________________________________________________________________
 BQ0378* NAD 83(1986)-  30 10 34.     (N)    104 04 51.     (W)     SCALED    
 BQ0378* NAVD 88     -      1353.849  (meters)    4441.75   (feet)  ADJUSTED  
 BQ0378  ___________________________________________________________________
 BQ0378  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BQ0378  DYNAMIC HT  -        1351.602 (meters)    4434.38  (feet)  COMP
 BQ0378  MODELED GRAV-     978,935.0   (mgal)                       NAVD 88
 BQ0378
 BQ0378  VERT ORDER  -  FIRST     CLASS II
 BQ0378
 BQ0378.The horizontal coordinates were scaled from a topographic map and have
 BQ0378.an estimated accuracy of +/- 6 seconds.
 BQ0378
 BQ0378.The orthometric height was determined by differential leveling
 BQ0378.and adjusted by the National Geodetic Survey in June 1991..
 BQ0378
 BQ0378.The geoid height was determined by GEOID03.
 BQ0378
 BQ0378.The dynamic height is computed by dividing the NAVD 88
 BQ0378.geopotential number by the normal gravity value computed on the
 BQ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0378.degrees latitude (g = 980.6199 gals.).
 BQ0378
 BQ0378.The modeled gravity was interpolated from observed gravity values.
 BQ0378
 BQ0378;                    North         East    Units  Estimated Accuracy
 BQ0378;SPC TXSC     - 4,270,280.      110,810.      MT  (+/- 180 meters Scaled)
 BQ0378
 BQ0378                          SUPERSEDED SURVEY CONTROL
 BQ0378
 BQ0378.No superseded survey control is available for this station.
 BQ0378
 BQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP884386(NAD 83)
 BQ0378_MARKER: I = METAL ROD
 BQ0378_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0378+WITH SETTING: INFORMATION.
 BQ0378_SP_SET: SHALLOW SET METAL ROD
 BQ0378_STAMPING: M 1399 1981
 BQ0378_MARK LOGO: NGS   
 BQ0378_PROJECTION: FLUSH
 BQ0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0378_ROD/PIPE-DEPTH: 1.8  meters
 BQ0378
 BQ0378  HISTORY     - Date     Condition        Report By
 BQ0378  HISTORY     - 1981     MONUMENTED       NGS
 BQ0378  HISTORY     - 1990     GOOD             USPSQD
 BQ0378  HISTORY     - 19961010 GOOD             USPSQD
 BQ0378
 BQ0378                          STATION DESCRIPTION
 BQ0378
 BQ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0378'16.0 KM (9.95 MI) SOUTH FROM MARFA.
 BQ0378'16.0 KM (9.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0378'WITH U.S. HIGHWAY 90 IN MARFA, 0.2 KM (0.1 MI) SOUTH OF A CONCRETE
 BQ0378'HIGHWAY BRIDGE, 101.5 METERS (333.0 FT) NORTH-NORTHEAST OF AN ANGLE
 BQ0378'FENCE CORNER WITH A WIRE AND POST BRACE, 30.3 METERS (99.5 FT) EAST
 BQ0378'OF THE CENTERLINE OF THE HIGHWAY, AND 4.8 METERS (15.8 FT)
 BQ0378'SOUTH-SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER.  NOTE=ACCESS TO
 BQ0378'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS
 BQ0378'REACHED AT 6.0 FT.
 BQ0378'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 BQ0378'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 BQ0378
 BQ0378                          STATION RECOVERY (1990)
 BQ0378
 BQ0378'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0378'RECOVERED IN GOOD CONDITION.
 BQ0378
 BQ0378                          STATION RECOVERY (1996)
 BQ0378
 BQ0378'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0184 ***********************************************************************
 AB0184  DESIGNATION -  M 14
 AB0184  PID         -  AB0184
 AB0184  STATE/COUNTY-  TX/CAMERON
 AB0184  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0184
 AB0184                         *CURRENT SURVEY CONTROL
 AB0184  ___________________________________________________________________
 AB0184* NAD 83(1986)-  25 58 02.     (N)    097 35 18.     (W)     SCALED    
 AB0184* NAVD 88     -        13.176  (meters)      43.23   (feet)  ADJUSTED  
 AB0184  ___________________________________________________________________
 AB0184  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 AB0184  DYNAMIC HT  -          13.155 (meters)      43.16  (feet)  COMP
 AB0184  MODELED GRAV-     979,023.0   (mgal)                       NAVD 88
 AB0184
 AB0184  VERT ORDER  -  SECOND    CLASS 0
 AB0184
 AB0184.The horizontal coordinates were scaled from a topographic map and have
 AB0184.an estimated accuracy of +/- 6 seconds.
 AB0184
 AB0184.The orthometric height was determined by differential leveling
 AB0184.and adjusted by the National Geodetic Survey in June 1991..
 AB0184
 AB0184.The geoid height was determined by GEOID03.
 AB0184
 AB0184.The dynamic height is computed by dividing the NAVD 88
 AB0184.geopotential number by the normal gravity value computed on the
 AB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0184.degrees latitude (g = 980.6199 gals.).
 AB0184
 AB0184.The modeled gravity was interpolated from observed gravity values.
 AB0184
 AB0184;                    North         East    Units  Estimated Accuracy
 AB0184;SPC TX S     - 5,033,630.      391,300.      MT  (+/- 180 meters Scaled)
 AB0184
 AB0184                          SUPERSEDED SURVEY CONTROL
 AB0184
 AB0184  NGVD 29 (??/??/92)   13.264  (m)           43.52   (f) ADJ UNCH    2 0
 AB0184
 AB0184.Superseded values are not recommended for survey control.
 AB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0184.See file dsdata.txt to determine how the superseded data were derived.
 AB0184
 AB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP413728(NAD 83)
 AB0184_MARKER: DD = SURVEY DISK
 AB0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0184_SP_SET: CULVERT
 AB0184_STAMPING: M 14 43.40
 AB0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0184
 AB0184  HISTORY     - Date     Condition        Report By
 AB0184  HISTORY     - UNK      MONUMENTED
 AB0184  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0184  HISTORY     - 1988     GOOD             USPSQD
 AB0184
 AB0184                          STATION DESCRIPTION
 AB0184
 AB0184'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0184'6.6 MI NW FROM BROWNSVILLE.
 AB0184'6.6 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0184'AT BROWNSVILLE, CAMERON COUNTY, 87 YARDS NORTHWEST OF A SMALL CEMETERY
 AB0184'ON THE SOUTHWEST SIDE OF THE HIGHWAY, 60 YARDS SOUTHWEST ACROSS THE
 AB0184'HIGHWAY FROM A SMALL FRAMEHOUSE, AT A 2- BY 4-FOOT CONCRETE-BOX
 AB0184'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTHWEST
 AB0184'HEADWALL, 15.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 AB0184'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 AB0184
 AB0184                          STATION RECOVERY (1988)
 AB0184
 AB0184'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0136 ***********************************************************************
 EN0136  DESIGNATION -  M 140
 EN0136  PID         -  EN0136
 EN0136  STATE/COUNTY-  TX/HALL
 EN0136  USGS QUAD   -  TURKEY (1981)
 EN0136
 EN0136                         *CURRENT SURVEY CONTROL
 EN0136  ___________________________________________________________________
 EN0136* NAD 83(1986)-  34 25 18.     (N)    100 53 03.     (W)     SCALED    
 EN0136* NAVD 88     -       708.333  (meters)    2323.92   (feet)  ADJUSTED  
 EN0136  ___________________________________________________________________
 EN0136  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0136  DYNAMIC HT  -         707.496 (meters)    2321.18  (feet)  COMP
 EN0136  MODELED GRAV-     979,431.8   (mgal)                       NAVD 88
 EN0136
 EN0136  VERT ORDER  -  FIRST     CLASS II
 EN0136
 EN0136.The horizontal coordinates were scaled from a topographic map and have
 EN0136.an estimated accuracy of +/- 6 seconds.
 EN0136
 EN0136.The orthometric height was determined by differential leveling
 EN0136.and adjusted by the National Geodetic Survey in June 1991..
 EN0136
 EN0136.The geoid height was determined by GEOID03.
 EN0136
 EN0136.The dynamic height is computed by dividing the NAVD 88
 EN0136.geopotential number by the normal gravity value computed on the
 EN0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0136.degrees latitude (g = 980.6199 gals.).
 EN0136
 EN0136.The modeled gravity was interpolated from observed gravity values.
 EN0136
 EN0136;                    North         East    Units  Estimated Accuracy
 EN0136;SPC TX N     - 1,046,960.      256,610.      MT  (+/- 180 meters Scaled)
 EN0136
 EN0136                          SUPERSEDED SURVEY CONTROL
 EN0136
 EN0136  NGVD 29 (??/??/92)  708.028  (m)         2322.92   (f) ADJ UNCH    1 2
 EN0136
 EN0136.Superseded values are not recommended for survey control.
 EN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0136.See file dsdata.txt to determine how the superseded data were derived.
 EN0136
 EN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD268105(NAD 83)
 EN0136_MARKER: DB = BENCH MARK DISK
 EN0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0136_STAMPING: M 140 1933
 EN0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0136+STABILITY: SURFACE MOTION
 EN0136
 EN0136  HISTORY     - Date     Condition        Report By
 EN0136  HISTORY     - 1933     MONUMENTED       CGS
 EN0136  HISTORY     - 1934     GOOD             NGS
 EN0136
 EN0136                          STATION DESCRIPTION
 EN0136
 EN0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0136'2.2 MI NE FROM TURKEY.
 EN0136'2.2 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0136'THE STATION AT TURKEY, HALL COUNTY, AT STATION 1569+36 (MILEAGE
 EN0136'266.78), ABOUT 9-1/4 RAILS SOUTH OF SIGN P 266.71, 48 FEET EAST OF THE
 EN0136'TRACK, 36 FEET SOUTH OF AN ANGLE IN THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 EN0136'WEST OF THE FENCE.  A STANDARD DISK, STAMPED 2322.922 M 140 1933 AND
 EN0136'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 EN0136'GROUND.
 EN0136
 EN0136                          STATION RECOVERY (1934)
 EN0136
 EN0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0232 ***********************************************************************
 BB0232  DESIGNATION -  M 1400
 BB0232  PID         -  BB0232
 BB0232  STATE/COUNTY-  TX/PRESIDIO
 BB0232  USGS QUAD   -  SHAFTER (1983)
 BB0232
 BB0232                         *CURRENT SURVEY CONTROL
 BB0232  ___________________________________________________________________
 BB0232* NAD 83(1986)-  29 50 47.     (N)    104 17 59.     (W)     SCALED    
 BB0232* NAVD 88     -      1260.315  (meters)    4134.88   (feet)  ADJUSTED  
 BB0232  ___________________________________________________________________
 BB0232  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BB0232  DYNAMIC HT  -        1258.213 (meters)    4127.99  (feet)  COMP
 BB0232  MODELED GRAV-     978,931.1   (mgal)                       NAVD 88
 BB0232
 BB0232  VERT ORDER  -  FIRST     CLASS II
 BB0232
 BB0232.The horizontal coordinates were scaled from a topographic map and have
 BB0232.an estimated accuracy of +/- 6 seconds.
 BB0232
 BB0232.The orthometric height was determined by differential leveling
 BB0232.and adjusted by the National Geodetic Survey in June 1991..
 BB0232
 BB0232.The geoid height was determined by GEOID03.
 BB0232
 BB0232.The dynamic height is computed by dividing the NAVD 88
 BB0232.geopotential number by the normal gravity value computed on the
 BB0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0232.degrees latitude (g = 980.6199 gals.).
 BB0232
 BB0232.The modeled gravity was interpolated from observed gravity values.
 BB0232
 BB0232;                    North         East    Units  Estimated Accuracy
 BB0232;SPC TXSC     - 4,234,700.       88,090.      MT  (+/- 180 meters Scaled)
 BB0232
 BB0232                          SUPERSEDED SURVEY CONTROL
 BB0232
 BB0232.No superseded survey control is available for this station.
 BB0232
 BB0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP676019(NAD 83)
 BB0232_MARKER: DB = BENCH MARK DISK
 BB0232_SETTING: 66 = SET IN ROCK OUTCROP
 BB0232_SP_SET: ROCK OUTCROP
 BB0232_STAMPING: M 1400 1981
 BB0232_MARK LOGO: NGS   
 BB0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0232+STABILITY: POSITION/ELEVATION WELL
 BB0232
 BB0232  HISTORY     - Date     Condition        Report By
 BB0232  HISTORY     - 1981     MONUMENTED       NGS
 BB0232  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0232
 BB0232                          STATION DESCRIPTION
 BB0232
 BB0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0232'3.2 KM (2.0 MI) NE FROM SHAFTER.
 BB0232'3.2 KM (2.0 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0232'END OF THE BRIDGE IN SHAFTER, IN TOP OF A 6X9 FOOT EXPOSED AREA OF
 BB0232'ROCK OUTCROPPING WHICH PROJECTS 0.9 METER (3.0 FT) ABOVE THE GROUND,
 BB0232'22.3 METERS (73.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BB0232'21.6 METERS (71.0 FT) WEST OF A GUARD RAIL POST, AND 2.4 METERS
 BB0232'(8.0 FT) SOUTHEAST OF A FENCE.
 BB0232'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BB0232'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 BB0232
 BB0232                          STATION RECOVERY (1996)
 BB0232
 BB0232'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0695 ***********************************************************************
 BP0695  DESIGNATION -  M 1401
 BP0695  PID         -  BP0695
 BP0695  STATE/COUNTY-  TX/PRESIDIO
 BP0695  USGS QUAD   -  PAISANO (1972)
 BP0695
 BP0695                         *CURRENT SURVEY CONTROL
 BP0695  ___________________________________________________________________
 BP0695* NAD 83(1986)-  30 16 29.     (N)    103 52 01.     (W)     SCALED    
 BP0695* NAVD 88     -      1501.897  (meters)    4927.47   (feet)  ADJUSTED  
 BP0695  ___________________________________________________________________
 BP0695  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 BP0695  DYNAMIC HT  -        1499.396 (meters)    4919.27  (feet)  COMP
 BP0695  MODELED GRAV-     978,922.8   (mgal)                       NAVD 88
 BP0695
 BP0695  VERT ORDER  -  FIRST     CLASS II
 BP0695
 BP0695.The horizontal coordinates were scaled from a topographic map and have
 BP0695.an estimated accuracy of +/- 6 seconds.
 BP0695
 BP0695.The orthometric height was determined by differential leveling
 BP0695.and adjusted by the National Geodetic Survey in June 1991..
 BP0695
 BP0695.The geoid height was determined by GEOID03.
 BP0695
 BP0695.The dynamic height is computed by dividing the NAVD 88
 BP0695.geopotential number by the normal gravity value computed on the
 BP0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0695.degrees latitude (g = 980.6199 gals.).
 BP0695
 BP0695.The modeled gravity was interpolated from observed gravity values.
 BP0695
 BP0695;                    North         East    Units  Estimated Accuracy
 BP0695;SPC TXSC     - 4,280,330.      131,840.      MT  (+/- 180 meters Scaled)
 BP0695
 BP0695                          SUPERSEDED SURVEY CONTROL
 BP0695
 BP0695.No superseded survey control is available for this station.
 BP0695
 BP0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP089497(NAD 83)
 BP0695_MARKER: I = METAL ROD
 BP0695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0695_SP_SET: STAINLESS STEEL ROD
 BP0695_STAMPING: M 1401 1981
 BP0695_MARK LOGO: NGS   
 BP0695_PROJECTION: FLUSH
 BP0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0695+STABILITY: POSITION/ELEVATION WELL
 BP0695_ROD/PIPE-DEPTH: 7.3  meters
 BP0695
 BP0695  HISTORY     - Date     Condition        Report By
 BP0695  HISTORY     - 1981     MONUMENTED       NGS
 BP0695
 BP0695                          STATION DESCRIPTION
 BP0695
 BP0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0695'16.1 KM (10.0 MI) EAST FROM MARFA.
 BP0695'16.1 KM (10.0 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0695'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, 56.4 METERS (185.0 FT) EAST
 BP0695'OFTELEPHONE CABLE JUNCTION BOX, 14.6 METERS (47.9 FT) SOUTH OF THE
 BP0695'CENTERLINE OF THE HIGHWAY AND 6.1 METERS (20.0 FT) EAST OF THE CENTER
 BP0695'OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BP0695'5-INCH LOGO CAP.
 BP0695'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0695'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0719 ***********************************************************************
 BP0719  DESIGNATION -  M 1402
 BP0719  PID         -  BP0719
 BP0719  STATE/COUNTY-  TX/BREWSTER
 BP0719  USGS QUAD   -  ALTUDA (1983)
 BP0719
 BP0719                         *CURRENT SURVEY CONTROL
 BP0719  ___________________________________________________________________
 BP0719* NAD 83(1986)-  30 16 08.     (N)    103 25 20.     (W)     SCALED    
 BP0719* NAVD 88     -      1368.995  (meters)    4491.44   (feet)  ADJUSTED  
 BP0719  ___________________________________________________________________
 BP0719  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 BP0719  DYNAMIC HT  -        1366.741 (meters)    4484.05  (feet)  COMP
 BP0719  MODELED GRAV-     978,947.2   (mgal)                       NAVD 88
 BP0719
 BP0719  VERT ORDER  -  FIRST     CLASS II
 BP0719
 BP0719.The horizontal coordinates were scaled from a topographic map and have
 BP0719.an estimated accuracy of +/- 6 seconds.
 BP0719
 BP0719.The orthometric height was determined by differential leveling
 BP0719.and adjusted by the National Geodetic Survey in June 1991..
 BP0719
 BP0719.The geoid height was determined by GEOID03.
 BP0719
 BP0719.The dynamic height is computed by dividing the NAVD 88
 BP0719.geopotential number by the normal gravity value computed on the
 BP0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0719.degrees latitude (g = 980.6199 gals.).
 BP0719
 BP0719.The modeled gravity was interpolated from observed gravity values.
 BP0719
 BP0719;                    North         East    Units  Estimated Accuracy
 BP0719;SPC TXSC     - 4,277,980.      174,570.      MT  (+/- 180 meters Scaled)
 BP0719
 BP0719                          SUPERSEDED SURVEY CONTROL
 BP0719
 BP0719.No superseded survey control is available for this station.
 BP0719
 BP0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP517496(NAD 83)
 BP0719_MARKER: DB = BENCH MARK DISK
 BP0719_SETTING: 66 = SET IN ROCK OUTCROP
 BP0719_SP_SET: ROCK OUTCROP
 BP0719_STAMPING: M 1402 1981
 BP0719_MARK LOGO: NGS   
 BP0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0719+STABILITY: POSITION/ELEVATION WELL
 BP0719
 BP0719  HISTORY     - Date     Condition        Report By
 BP0719  HISTORY     - 1981     MONUMENTED       NGS
 BP0719
 BP0719                          STATION DESCRIPTION
 BP0719
 BP0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0719'19.2 KM (11.95 MI) NW FROM MARATHON.
 BP0719'19.2 KM (11.95 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0719'IN MARATHON, IN THE SOUTHEAST END OF A 6 BY 15 FT EXPOSED AREA OF
 BP0719'OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) NORTHWEST OF A CONCRETE 5-PIPE
 BP0719'CULVERT, 15.8 METERS (51.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 BP0719'HIGHWAY AND 5.4 METERS (17.7 FT) SOUTHWEST OF A FENCE.
 BP0719'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BP0719'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0743 ***********************************************************************
 BP0743  DESIGNATION -  M 1403
 BP0743  PID         -  BP0743
 BP0743  STATE/COUNTY-  TX/BREWSTER
 BP0743  USGS QUAD   -  HOUSETOP MOUNTAINS (1968)
 BP0743
 BP0743                         *CURRENT SURVEY CONTROL
 BP0743  ___________________________________________________________________
 BP0743* NAD 83(1986)-  30 12 32.     (N)    102 59 05.     (W)     SCALED    
 BP0743* NAVD 88     -      1269.432  (meters)    4164.79   (feet)  ADJUSTED  
 BP0743  ___________________________________________________________________
 BP0743  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BP0743  DYNAMIC HT  -        1267.361 (meters)    4158.00  (feet)  COMP
 BP0743  MODELED GRAV-     978,966.1   (mgal)                       NAVD 88
 BP0743
 BP0743  VERT ORDER  -  FIRST     CLASS II
 BP0743
 BP0743.The horizontal coordinates were scaled from a topographic map and have
 BP0743.an estimated accuracy of +/- 6 seconds.
 BP0743
 BP0743.The orthometric height was determined by differential leveling
 BP0743.and adjusted by the National Geodetic Survey in June 1991..
 BP0743
 BP0743.The geoid height was determined by GEOID03.
 BP0743
 BP0743.The dynamic height is computed by dividing the NAVD 88
 BP0743.geopotential number by the normal gravity value computed on the
 BP0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0743.degrees latitude (g = 980.6199 gals.).
 BP0743
 BP0743.The modeled gravity was interpolated from observed gravity values.
 BP0743
 BP0743;                    North         East    Units  Estimated Accuracy
 BP0743;SPC TXSC     - 4,269,820.      216,420.      MT  (+/- 180 meters Scaled)
 BP0743
 BP0743                          SUPERSEDED SURVEY CONTROL
 BP0743
 BP0743.No superseded survey control is available for this station.
 BP0743
 BP0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP939436(NAD 83)
 BP0743_MARKER: DB = BENCH MARK DISK
 BP0743_SETTING: 66 = SET IN ROCK OUTCROP
 BP0743_SP_SET: ROCK OUTCROP
 BP0743_STAMPING: M 1403 1981
 BP0743_MARK LOGO: NGS   
 BP0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0743+STABILITY: POSITION/ELEVATION WELL
 BP0743
 BP0743  HISTORY     - Date     Condition        Report By
 BP0743  HISTORY     - 1981     MONUMENTED       NGS
 BP0743  HISTORY     - 20010331 GOOD             NGS
 BP0743
 BP0743                          STATION DESCRIPTION
 BP0743
 BP0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0743'25.8 KM (16.0 MI) EAST FROM MARATHON.
 BP0743'25.8 KM (16.0 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0743'IN MARATHON, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 41.1
 BP0743'METERS (134.8 FT) SOUTHEAST OF THE NORTHEAST END OF THE CUT, AND 8.7
 BP0743'METERS (28.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BP0743'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BP0743'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0743
 BP0743                          STATION RECOVERY (2001)
 BP0743
 BP0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0743'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1093 ***********************************************************************
 AJ1093  DESIGNATION -  M 1404
 AJ1093  PID         -  AJ1093
 AJ1093  STATE/COUNTY-  TX/WEBB
 AJ1093  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1093
 AJ1093                         *CURRENT SURVEY CONTROL
 AJ1093  ___________________________________________________________________
 AJ1093* NAD 83(1986)-  27 29 43.     (N)    099 28 13.     (W)     SCALED    
 AJ1093* NAVD 88     -       119.975  (meters)     393.62   (feet)  ADJUSTED  
 AJ1093  ___________________________________________________________________
 AJ1093  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AJ1093  DYNAMIC HT  -         119.785 (meters)     392.99  (feet)  COMP
 AJ1093  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 AJ1093
 AJ1093  VERT ORDER  -  FIRST     CLASS II
 AJ1093
 AJ1093.The horizontal coordinates were scaled from a topographic map and have
 AJ1093.an estimated accuracy of +/- 6 seconds.
 AJ1093
 AJ1093.The orthometric height was determined by differential leveling
 AJ1093.and adjusted by the National Geodetic Survey in June 1991..
 AJ1093
 AJ1093.The geoid height was determined by GEOID03.
 AJ1093
 AJ1093.The dynamic height is computed by dividing the NAVD 88
 AJ1093.geopotential number by the normal gravity value computed on the
 AJ1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1093.degrees latitude (g = 980.6199 gals.).
 AJ1093
 AJ1093.The modeled gravity was interpolated from observed gravity values.
 AJ1093
 AJ1093;                    North         East    Units  Estimated Accuracy
 AJ1093;SPC TX S     - 5,202,970.      204,130.      MT  (+/- 180 meters Scaled)
 AJ1093
 AJ1093                          SUPERSEDED SURVEY CONTROL
 AJ1093
 AJ1093.No superseded survey control is available for this station.
 AJ1093
 AJ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR535413(NAD 83)
 AJ1093_MARKER: I = METAL ROD
 AJ1093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1093_SP_SET: STAINLESS STEEL ROD
 AJ1093_STAMPING: M 1404 1981
 AJ1093_MARK LOGO: NGS   
 AJ1093_PROJECTION: FLUSH
 AJ1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1093_ROD/PIPE-DEPTH: 3.8  meters
 AJ1093
 AJ1093  HISTORY     - Date     Condition        Report By
 AJ1093  HISTORY     - 1981     MONUMENTED       NGS
 AJ1093  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ1093
 AJ1093                          STATION DESCRIPTION
 AJ1093
 AJ1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1093'IN LAREDO.
 AJ1093'IN LAREDO AT THE KVOZ RADIO STATION ON U.S. HIGHWAY 83, 1.2 KM
 AJ1093'(0.7 MI) SOUTH OF THE TEXAS MEXICAN RAILROAD OVERPASS BRIDGE OVER
 AJ1093'HIGHWAY 83, ABOUT 61 METERS (200 FT) WEST OF CENTERLINE OF HIGHWAY AND
 AJ1093'AT THE NORTHEAST CORNER OF RADIO STATION OFFICE BUILDING, 3.2 METERS
 AJ1093'(10.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF RADIO STATION,
 AJ1093'0.9 METER (3.0 FT) SOUTH OF A TWO FOOT HIGH WOODEN FENCE, 10.1 METERS
 AJ1093'(33.0 FT) NORTH NORTHEAST OF THE CENTER OF THE EAST ENTRANCE DOOR,
 AJ1093'13.7 METERS (44.8 FT) NORTH NORTHWEST OF A (40.0 FT) HIGH RADIO
 AJ1093'ANTENNA, 4.4 METERS (14.5 FT) NORTHWEST OF A METAL RAIN GAUGE, AND
 AJ1093'8.2 METERS (27.0 FT) SOUTH OF A DIRT ROAD LEADING WEST.
 AJ1093'THE MARK IS ABOVE LEVEL WITH ROAD.
 AJ1093
 AJ1093                          STATION RECOVERY (2002)
 AJ1093
 AJ1093'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1074 ***********************************************************************
 AJ1074  DESIGNATION -  M 1405
 AJ1074  PID         -  AJ1074
 AJ1074  STATE/COUNTY-  TX/ZAPATA
 AJ1074  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ1074
 AJ1074                         *CURRENT SURVEY CONTROL
 AJ1074  ___________________________________________________________________
 AJ1074* NAD 83(1986)-  27 11 05.     (N)    099 25 18.     (W)     SCALED    
 AJ1074* NAVD 88     -       103.637  (meters)     340.02   (feet)  ADJUSTED  
 AJ1074  ___________________________________________________________________
 AJ1074  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AJ1074  DYNAMIC HT  -         103.470 (meters)     339.47  (feet)  COMP
 AJ1074  MODELED GRAV-     979,040.7   (mgal)                       NAVD 88
 AJ1074
 AJ1074  VERT ORDER  -  FIRST     CLASS II
 AJ1074
 AJ1074.The horizontal coordinates were scaled from a topographic map and have
 AJ1074.an estimated accuracy of +/- 6 seconds.
 AJ1074
 AJ1074.The orthometric height was determined by differential leveling
 AJ1074.and adjusted by the National Geodetic Survey in June 1991..
 AJ1074
 AJ1074.The geoid height was determined by GEOID03.
 AJ1074
 AJ1074.The dynamic height is computed by dividing the NAVD 88
 AJ1074.geopotential number by the normal gravity value computed on the
 AJ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1074.degrees latitude (g = 980.6199 gals.).
 AJ1074
 AJ1074.The modeled gravity was interpolated from observed gravity values.
 AJ1074
 AJ1074;                    North         East    Units  Estimated Accuracy
 AJ1074;SPC TX S     - 5,168,520.      208,680.      MT  (+/- 180 meters Scaled)
 AJ1074
 AJ1074                          SUPERSEDED SURVEY CONTROL
 AJ1074
 AJ1074.No superseded survey control is available for this station.
 AJ1074
 AJ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR582069(NAD 83)
 AJ1074_MARKER: I = METAL ROD
 AJ1074_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1074_SP_SET: STAINLESS STEEL ROD
 AJ1074_STAMPING: M 1405 1981
 AJ1074_MARK LOGO: NGS   
 AJ1074_PROJECTION: FLUSH
 AJ1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1074_ROD/PIPE-DEPTH: 4.9  meters
 AJ1074
 AJ1074  HISTORY     - Date     Condition        Report By
 AJ1074  HISTORY     - 1981     MONUMENTED       NGS
 AJ1074
 AJ1074                          STATION DESCRIPTION
 AJ1074
 AJ1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1074'16.2 KM (10.0 MI) NORTH FROM SAN YGNACIO.
 AJ1074'16.2 KM (10.05 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1074'FARM ROAD 1369 AT SAN YGNACIO, AT A DIRT ROAD LEADING EAST AND TO A
 AJ1074'LARGE CORRAL, AT A FENCE JOG, 18.3 METERS (60.2 FT) WEST OF THE
 AJ1074'CENTERLINE OF THE HIGHWAY, 5.9 METERS (19.2 FT) NORTH OF THE EXTENDED
 AJ1074'CENTER OF THE DIRT ROAD, 0.91 METERS (3.0 FT) SOUTH OF A CORNER FENCE
 AJ1074'POST AND FENCE LINE, 0.31 METERS (1.0 FT) EAST OF A FENCE LINE, AND
 AJ1074'0.62 METERS (2.0 FT) SOUTH OF A 1 METER HIGH POLE.  NOTE, ROD WAS
 AJ1074'DRIVEN TO REFUSAL.
 AJ1074'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 AJ1074'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1193 ***********************************************************************
 AB1193  DESIGNATION -  M 1406
 AB1193  PID         -  AB1193
 AB1193  STATE/COUNTY-  TX/CAMERON
 AB1193  USGS QUAD   -  OLMITO (1983)
 AB1193
 AB1193                         *CURRENT SURVEY CONTROL
 AB1193  ___________________________________________________________________
 AB1193* NAD 83(1986)-  26 01 25.     (N)    097 32 05.     (W)     SCALED    
 AB1193* NAVD 88     -        10.181  (meters)      33.40   (feet)  ADJUSTED  
 AB1193  ___________________________________________________________________
 AB1193  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 AB1193  DYNAMIC HT  -          10.165 (meters)      33.35  (feet)  COMP
 AB1193  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 AB1193
 AB1193  VERT ORDER  -  FIRST     CLASS II
 AB1193
 AB1193.The horizontal coordinates were scaled from a topographic map and have
 AB1193.an estimated accuracy of +/- 6 seconds.
 AB1193
 AB1193.The orthometric height was determined by differential leveling
 AB1193.and adjusted by the National Geodetic Survey in June 1991..
 AB1193
 AB1193.The geoid height was determined by GEOID03.
 AB1193
 AB1193.The dynamic height is computed by dividing the NAVD 88
 AB1193.geopotential number by the normal gravity value computed on the
 AB1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1193.degrees latitude (g = 980.6199 gals.).
 AB1193
 AB1193.The modeled gravity was interpolated from observed gravity values.
 AB1193
 AB1193;                    North         East    Units  Estimated Accuracy
 AB1193;SPC TX S     - 5,039,920.      396,630.      MT  (+/- 180 meters Scaled)
 AB1193
 AB1193                          SUPERSEDED SURVEY CONTROL
 AB1193
 AB1193.No superseded survey control is available for this station.
 AB1193
 AB1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP466791(NAD 83)
 AB1193_MARKER: I = METAL ROD
 AB1193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1193_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1193_STAMPING: M 1406 1981
 AB1193_MARK LOGO: NGS   
 AB1193_PROJECTION: FLUSH
 AB1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1193+STABILITY: POSITION/ELEVATION WELL
 AB1193_ROD/PIPE-DEPTH: 20.7 meters
 AB1193_SLEEVE-DEPTH  : 9.1 meters
 AB1193
 AB1193  HISTORY     - Date     Condition        Report By
 AB1193  HISTORY     - 1981     MONUMENTED       NGS
 AB1193  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB1193
 AB1193                          STATION DESCRIPTION
 AB1193
 AB1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1193'IN OLMITO.
 AB1193'SET IN THE FRONT LAWN OF THE ALFREDO L. VILLAREAL ELEMENTARY SCHOOL IN
 AB1193'OLMITO, AND BY THE FLAGPOLE, 8.8 METERS (29.0 FT) SOUTH OF THE
 AB1193'EXTENDED CENTER OF TWO DOORS AT THE MAIN ENTRANCE OF SCHOOL,
 AB1193'6.5 METERS (21.5 FT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK LEADING T
 AB1193'THE ENTRANCE, 4.1 METERS (13.5 FT) EAST OF THE EAST CURB OF NORTHEAST
 AB1193'LAKESIDE STREET, 3.8 METERS (12.5 FT) SOUTHWEST OF THE FLAGPOLE,
 AB1193'3.2 METERS (10.5 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 AB1193'SLAB AROUND THE FLAGPOLE, AND 5.4 METERS (18.0 FT) WEST OF THE WEST
 AB1193'FACE OF THE BUILDING.
 AB1193'THE MARK IS ABOVE LEVEL WITH STREET.
 AB1193
 AB1193                          STATION RECOVERY (1991)
 AB1193
 AB1193'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1267 ***********************************************************************
 AB1267  DESIGNATION -  M 1407
 AB1267  PID         -  AB1267
 AB1267  STATE/COUNTY-  TX/KENEDY
 AB1267  USGS QUAD   -  NORIAS (1982)
 AB1267
 AB1267                         *CURRENT SURVEY CONTROL
 AB1267  ___________________________________________________________________
 AB1267* NAD 83(1986)-  26 47 36.     (N)    097 46 37.     (W)     SCALED    
 AB1267* NAVD 88     -         7.408  (meters)      24.30   (feet)  ADJUSTED  
 AB1267  ___________________________________________________________________
 AB1267  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AB1267  DYNAMIC HT  -           7.396 (meters)      24.27  (feet)  COMP
 AB1267  MODELED GRAV-     979,068.3   (mgal)                       NAVD 88
 AB1267
 AB1267  VERT ORDER  -  FIRST     CLASS II
 AB1267
 AB1267.The horizontal coordinates were scaled from a topographic map and have
 AB1267.an estimated accuracy of +/- 6 seconds.
 AB1267
 AB1267.The orthometric height was determined by differential leveling
 AB1267.and adjusted by the National Geodetic Survey in June 1991..
 AB1267
 AB1267.The geoid height was determined by GEOID03.
 AB1267
 AB1267.The dynamic height is computed by dividing the NAVD 88
 AB1267.geopotential number by the normal gravity value computed on the
 AB1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1267.degrees latitude (g = 980.6199 gals.).
 AB1267
 AB1267.The modeled gravity was interpolated from observed gravity values.
 AB1267
 AB1267;                    North         East    Units  Estimated Accuracy
 AB1267;SPC TX S     - 5,125,030.      371,890.      MT  (+/- 180 meters Scaled)
 AB1267
 AB1267                          SUPERSEDED SURVEY CONTROL
 AB1267
 AB1267.No superseded survey control is available for this station.
 AB1267
 AB1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ215641(NAD 83)
 AB1267_MARKER: DB = BENCH MARK DISK
 AB1267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB1267_SP_SET: HEADWALL
 AB1267_STAMPING: M 1407 1981
 AB1267_MARK LOGO: NGS   
 AB1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1267+STABILITY: SURFACE MOTION
 AB1267
 AB1267  HISTORY     - Date     Condition        Report By
 AB1267  HISTORY     - 1981     MONUMENTED       NGS
 AB1267
 AB1267                          STATION DESCRIPTION
 AB1267
 AB1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1267'35.3 KM (22.0 MI) NORTH FROM RAYMONDVILLE.
 AB1267'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1267'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 30.2 KM (18.8 MI) NORTH
 AB1267'ALONG U.S. HIGHWAY 77, AT THE SOUTH END OF THE WEST HEADWALL OF A
 AB1267'CONCRETE BRIDGE UNDER THE HIGHWAY, 0.8 KM (0.5 MI) NORTH OF A GUARD
 AB1267'GATE AND A GRAVEL ROAD LEADING WEST TO THE KING RANCH, 6.4 METERS
 AB1267'(21.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 77, AND 0.7 METER (2.5 FT)
 AB1267'NORTH OF THE SOUTH END OF THE WEST HEADWALL.
 AB1267'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1293 ***********************************************************************
 AB1293  DESIGNATION -  M 1408
 AB1293  PID         -  AB1293
 AB1293  STATE/COUNTY-  TX/CAMERON
 AB1293  USGS QUAD   -  SANTA ROSA (1982)
 AB1293
 AB1293                         *CURRENT SURVEY CONTROL
 AB1293  ___________________________________________________________________
 AB1293* NAD 83(1986)-  26 20 01.     (N)    097 47 24.     (W)     SCALED    
 AB1293* NAVD 88     -        12.984  (meters)      42.60   (feet)  ADJUSTED  
 AB1293  ___________________________________________________________________
 AB1293  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AB1293  DYNAMIC HT  -          12.963 (meters)      42.53  (feet)  COMP
 AB1293  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 AB1293
 AB1293  VERT ORDER  -  FIRST     CLASS II
 AB1293
 AB1293.The horizontal coordinates were scaled from a topographic map and have
 AB1293.an estimated accuracy of +/- 6 seconds.
 AB1293
 AB1293.The orthometric height was determined by differential leveling
 AB1293.and adjusted by the National Geodetic Survey in June 1991..
 AB1293
 AB1293.The geoid height was determined by GEOID03.
 AB1293
 AB1293.The dynamic height is computed by dividing the NAVD 88
 AB1293.geopotential number by the normal gravity value computed on the
 AB1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1293.degrees latitude (g = 980.6199 gals.).
 AB1293
 AB1293.The modeled gravity was interpolated from observed gravity values.
 AB1293
 AB1293;                    North         East    Units  Estimated Accuracy
 AB1293;SPC TX S     - 5,074,090.      370,880.      MT  (+/- 180 meters Scaled)
 AB1293
 AB1293                          SUPERSEDED SURVEY CONTROL
 AB1293
 AB1293.No superseded survey control is available for this station.
 AB1293
 AB1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ207131(NAD 83)
 AB1293_MARKER: I = METAL ROD
 AB1293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1293_SP_SET: STAINLESS STEEL ROD
 AB1293_STAMPING: M 1408 1981
 AB1293_MARK LOGO: NGS   
 AB1293_PROJECTION: RECESSED 3 CENTIMETERS
 AB1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1293_ROD/PIPE-DEPTH: 9.77 meters
 AB1293
 AB1293  HISTORY     - Date     Condition        Report By
 AB1293  HISTORY     - 1981     MONUMENTED       NGS
 AB1293  HISTORY     - 19910416 GOOD             USPSQD
 AB1293
 AB1293                          STATION DESCRIPTION
 AB1293
 AB1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1293'1.0 KM (0.6 MI) SOUTH FROM SEBASTIAN.
 AB1293'1.0 KM (0.6 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1293'SEBASTIAN POST OFFICE AND JUNCTION OF STATE HIGHWAY 506 SOUTH, AT A
 AB1293'POWERLINE CROSSING THE HIGHWAY, SET BY A POWERLINE POLE BETWEEN THE
 AB1293'HIGHWAY AND THE MISSOURI PACIFIC RAILROAD TRACKS, 14.3 METERS
 AB1293'(47.0 FT) WEST SOUTHWEST OF THE CENTERLINE OF HIGHWAY 77, 12.8 METERS
 AB1293'(42.0 FT) EAST NORTHEAST OF THE EAST RAIL OF THE MISSOURI PACIFIC
 AB1293'RAILROAD TRACKS, AND 0.49 METERS (2.5 FT) NORTH NORTHWEST OF A
 AB1293'POWERLINE POLE.
 AB1293'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 AB1293'THE MARK IS ABOVE LEVEL WITH HIGHWAY 77.
 AB1293
 AB1293                          STATION RECOVERY (1991)
 AB1293
 AB1293'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1261 ***********************************************************************
 AE1261  DESIGNATION -  M 1409
 AE1261  PID         -  AE1261
 AE1261  STATE/COUNTY-  TX/HIDALGO
 AE1261  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1261
 AE1261                         *CURRENT SURVEY CONTROL
 AE1261  ___________________________________________________________________
 AE1261* NAD 83(1986)-  26 16 30.     (N)    098 33 27.     (W)     SCALED    
 AE1261* NAVD 88     -        59.818  (meters)     196.25   (feet)  ADJUSTED  
 AE1261  ___________________________________________________________________
 AE1261  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE1261  DYNAMIC HT  -          59.719 (meters)     195.93  (feet)  COMP
 AE1261  MODELED GRAV-     978,986.9   (mgal)                       NAVD 88
 AE1261
 AE1261  VERT ORDER  -  FIRST     CLASS II
 AE1261
 AE1261.The horizontal coordinates were scaled from a topographic map and have
 AE1261.an estimated accuracy of +/- 6 seconds.
 AE1261
 AE1261.The orthometric height was determined by differential leveling
 AE1261.and adjusted by the National Geodetic Survey in June 1991..
 AE1261
 AE1261.The geoid height was determined by GEOID03.
 AE1261
 AE1261.The dynamic height is computed by dividing the NAVD 88
 AE1261.geopotential number by the normal gravity value computed on the
 AE1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1261.degrees latitude (g = 980.6199 gals.).
 AE1261
 AE1261.The modeled gravity was interpolated from observed gravity values.
 AE1261
 AE1261;                    North         East    Units  Estimated Accuracy
 AE1261;SPC TX S     - 5,067,400.      294,260.      MT  (+/- 180 meters Scaled)
 AE1261
 AE1261                          SUPERSEDED SURVEY CONTROL
 AE1261
 AE1261.No superseded survey control is available for this station.
 AE1261
 AE1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ441062(NAD 83)
 AE1261_MARKER: I = METAL ROD
 AE1261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1261_SP_SET: STAINLESS STEEL ROD
 AE1261_STAMPING: M 1409 1981
 AE1261_MARK LOGO: NGS   
 AE1261_PROJECTION: FLUSH
 AE1261_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1261_ROD/PIPE-DEPTH: 7.9  meters
 AE1261
 AE1261  HISTORY     - Date     Condition        Report By
 AE1261  HISTORY     - 1981     MONUMENTED       NGS
 AE1261  HISTORY     - 19920707 GOOD             USPSQD
 AE1261
 AE1261                          STATION DESCRIPTION
 AE1261
 AE1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1261'0.5 KM (0.3 MI) WEST FROM SULLIVAN CITY.
 AE1261'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 83 WESTBOUND FROM THE JUNCTION
 AE1261'OF FARM ROAD 866 SOUTH AT SULLIVAN CITY, AT THE JUNCTION OF A DIRT
 AE1261'ROAD LEADING NORTH, 15.0 METERS (49.2 FT) NORTH OF THE CENTERLINE OF
 AE1261'THE HIGHWAY, 13.4 METERS (44.0 FT) WEST OF THE CENTER OF THE ROAD,
 AE1261'7.1 METERS (23.4 FT) WEST OF A POWERLINE POLE WITH 3 GUY WIRES,
 AE1261'6.9 METERS (22.5 FT) WEST OF A CORNER FENCE POST, AND 0.31 METERS
 AE1261'(1.0 FT) SOUTH OF A FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AE1261'THE MARK IS 0.71 METERS  S FROM A WITNESS POST.
 AE1261'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AE1261
 AE1261                          STATION RECOVERY (1992)
 AE1261
 AE1261'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0336 ***********************************************************************
 DP0336  DESIGNATION -  M 141
 DP0336  PID         -  DP0336
 DP0336  STATE/COUNTY-  TX/FLOYD
 DP0336  USGS QUAD   -  BARWISE (1968)
 DP0336
 DP0336                         *CURRENT SURVEY CONTROL
 DP0336  ___________________________________________________________________
 DP0336* NAD 83(1986)-  33 59 43.     (N)    101 31 37.     (W)     SCALED    
 DP0336* NAVD 88     -       988.790  (meters)    3244.06   (feet)  POSTED    
 DP0336  ___________________________________________________________________
 DP0336  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DP0336  DYNAMIC HT  -         987.520 (meters)    3239.89  (feet)  COMP
 DP0336  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 DP0336
 DP0336  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0336
 DP0336.The horizontal coordinates were scaled from a topographic map and have
 DP0336.an estimated accuracy of +/- 6 seconds.
 DP0336
 DP0336.The orthometric height was determined by differential leveling
 DP0336.and adjusted by the National Geodetic Survey in 1992..
 DP0336.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0336.rate of 1.1 thru 2.0 mm/km.
 DP0336
 DP0336.The geoid height was determined by GEOID03.
 DP0336
 DP0336.The dynamic height is computed by dividing the NAVD 88
 DP0336.geopotential number by the normal gravity value computed on the
 DP0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0336.degrees latitude (g = 980.6199 gals.).
 DP0336
 DP0336.The modeled gravity was interpolated from observed gravity values.
 DP0336
 DP0336;                    North         East    Units  Estimated Accuracy
 DP0336;SPC TXNC     - 2,262,260.      320,380.      MT  (+/- 180 meters Scaled)
 DP0336
 DP0336                          SUPERSEDED SURVEY CONTROL
 DP0336
 DP0336  NGVD 29 (??/??/92)  988.417  (m)         3242.83   (f) ADJ UNCH    1 2
 DP0336
 DP0336.Superseded values are not recommended for survey control.
 DP0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0336.See file dsdata.txt to determine how the superseded data were derived.
 DP0336
 DP0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC666645(NAD 83)
 DP0336_MARKER: DB = BENCH MARK DISK
 DP0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0336_STAMPING: 3242.831 M 141 1933
 DP0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0336+STABILITY: SURFACE MOTION
 DP0336
 DP0336  HISTORY     - Date     Condition        Report By
 DP0336  HISTORY     - 1933     MONUMENTED       CGS
 DP0336  HISTORY     - 1958     GOOD             NGS
 DP0336
 DP0336                          STATION DESCRIPTION
 DP0336
 DP0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0336'IN BARWISE.
 DP0336'20 RAILS SOUTH OF THE FORT WORTH AND DENVER CITY RAILWAY STATION
 DP0336'SIGNBOARD AND THE SWITCH STAND AT THE NORTH END OF THE SIDING, ABOUT
 DP0336'66 YARDS EAST OF THE EDWARD GRAIN ELEVATOR, ABOUT 95 FEET EAST OF THE
 DP0336'TRACK, AND AT THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED
 DP0336'3242.831 M 141 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DP0336'ABOUT 2 INCHES ABOVE GROUND.  NOTE-- THIS MARK WAS RECOVERED OPPOSITE
 DP0336'A GRAIN ELEVATOR, AT A WIRE GATE IN EAST RIGHT OF WAY FENCE AND 1 FOOT
 DP0336'WEST OF THE NORTH GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0626 ***********************************************************************
 CC0626  DESIGNATION -  M 1410
 CC0626  PID         -  CC0626
 CC0626  STATE/COUNTY-  TX/PECOS
 CC0626  USGS QUAD   -  GRANDFALLS SW (1969)
 CC0626
 CC0626                         *CURRENT SURVEY CONTROL
 CC0626  ___________________________________________________________________
 CC0626* NAD 83(1986)-  31 15 48.     (N)    102 53 30.     (W)     SCALED    
 CC0626* NAVD 88     -       749.188  (meters)    2457.96   (feet)  ADJUSTED  
 CC0626  ___________________________________________________________________
 CC0626  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CC0626  DYNAMIC HT  -         748.127 (meters)    2454.48  (feet)  COMP
 CC0626  MODELED GRAV-     979,199.5   (mgal)                       NAVD 88
 CC0626
 CC0626  VERT ORDER  -  FIRST     CLASS II
 CC0626
 CC0626.The horizontal coordinates were scaled from a topographic map and have
 CC0626.an estimated accuracy of +/- 6 seconds.
 CC0626
 CC0626.The orthometric height was determined by differential leveling
 CC0626.and adjusted by the National Geodetic Survey in June 1991..
 CC0626
 CC0626.The geoid height was determined by GEOID03.
 CC0626
 CC0626.The dynamic height is computed by dividing the NAVD 88
 CC0626.geopotential number by the normal gravity value computed on the
 CC0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0626.degrees latitude (g = 980.6199 gals.).
 CC0626
 CC0626.The modeled gravity was interpolated from observed gravity values.
 CC0626
 CC0626;                    North         East    Units  Estimated Accuracy
 CC0626;SPC TX C     - 3,179,800.      456,390.      MT  (+/- 180 meters Scaled)
 CC0626
 CC0626                          SUPERSEDED SURVEY CONTROL
 CC0626
 CC0626.No superseded survey control is available for this station.
 CC0626
 CC0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ007607(NAD 83)
 CC0626_MARKER: I = METAL ROD
 CC0626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0626_SP_SET: STAINLESS STEEL ROD
 CC0626_STAMPING: M 1410 1981
 CC0626_MARK LOGO: NGS   
 CC0626_PROJECTION: FLUSH
 CC0626_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CC0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0626_ROD/PIPE-DEPTH: 5.8  meters
 CC0626
 CC0626  HISTORY     - Date     Condition        Report By
 CC0626  HISTORY     - 1981     MONUMENTED       NGS
 CC0626  HISTORY     - 19990505 GOOD             TXDOT
 CC0626
 CC0626                          STATION DESCRIPTION
 CC0626
 CC0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0626'10.1 KM (6.3 MI) SOUTH FROM GRANDFALLS.
 CC0626'10.1 KM (6.3 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0626'WITH STATE HIGHWAY 329 IN GRANDFALLS, 1.4 KM (0.9 MI) NORTH OF
 CC0626'THE JUNCTION OF FARM ROAD 1450, 17.7 METERS (58.1 FT) EAST OF THE
 CC0626'CENTERLINE OF THE HIGHWAY AND 1.9 METERS (6.2 FT) SOUTH OF A UTILITY
 CC0626'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0626'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CC0626'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0626
 CC0626                          STATION RECOVERY (1999)
 CC0626
 CC0626'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 CC0626'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0599 ***********************************************************************
 BP0599  DESIGNATION -  M 1411
 BP0599  PID         -  BP0599
 BP0599  STATE/COUNTY-  TX/PECOS
 BP0599  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0599
 BP0599                         *CURRENT SURVEY CONTROL
 BP0599  ___________________________________________________________________
 BP0599* NAD 83(1986)-  30 48 12.     (N)    102 49 31.     (W)     SCALED    
 BP0599* NAVD 88     -       951.083  (meters)    3120.34   (feet)  ADJUSTED  
 BP0599  ___________________________________________________________________
 BP0599  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 BP0599  DYNAMIC HT  -         949.613 (meters)    3115.52  (feet)  COMP
 BP0599  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 BP0599
 BP0599  VERT ORDER  -  FIRST     CLASS II
 BP0599
 BP0599.The horizontal coordinates were scaled from a topographic map and have
 BP0599.an estimated accuracy of +/- 6 seconds.
 BP0599
 BP0599.The orthometric height was determined by differential leveling
 BP0599.and adjusted by the National Geodetic Survey in June 1991..
 BP0599
 BP0599.The geoid height was determined by GEOID03.
 BP0599
 BP0599.The dynamic height is computed by dividing the NAVD 88
 BP0599.geopotential number by the normal gravity value computed on the
 BP0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0599.degrees latitude (g = 980.6199 gals.).
 BP0599
 BP0599.The modeled gravity was interpolated from observed gravity values.
 BP0599
 BP0599;                    North         East    Units  Estimated Accuracy
 BP0599;SPC TX C     - 3,128,680.      461,570.      MT  (+/- 180 meters Scaled)
 BP0599
 BP0599                          SUPERSEDED SURVEY CONTROL
 BP0599
 BP0599.No superseded survey control is available for this station.
 BP0599
 BP0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ080098(NAD 83)
 BP0599_MARKER: I = METAL ROD
 BP0599_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0599+WITH SETTING: INFORMATION.
 BP0599_SP_SET: SHALLOW SET METAL ROD
 BP0599_STAMPING: M 1411 1981
 BP0599_MARK LOGO: NGS   
 BP0599_PROJECTION: FLUSH
 BP0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0599_ROD/PIPE-DEPTH: 1.8  meters
 BP0599
 BP0599  HISTORY     - Date     Condition        Report By
 BP0599  HISTORY     - 1981     MONUMENTED       NGS
 BP0599
 BP0599                          STATION DESCRIPTION
 BP0599
 BP0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0599'11.0 KM (6.85 MI) SE FROM FORT STOCKTON.
 BP0599'11.0 KM (6.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0599'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 28.0 METERS
 BP0599'(91.9 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 4.0
 BP0599'METERS (13.1 FT) NORTH-NORTHWEST OF THE CENTER OF A FIELD ROAD
 BP0599'ENTRANCE. NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0599'THE MARK IS 0.5 METERS  WSW FROM  A FENCE AND WITNESS POST
 BP0599'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0665 ***********************************************************************
 BP0665  DESIGNATION -  M 1412
 BP0665  PID         -  BP0665
 BP0665  STATE/COUNTY-  TX/TERRELL
 BP0665  USGS QUAD   -  DRYDEN (1968)
 BP0665
 BP0665                         *CURRENT SURVEY CONTROL
 BP0665  ___________________________________________________________________
 BP0665* NAD 83(1986)-  30 02 15.     (N)    102 06 08.     (W)     SCALED    
 BP0665* NAVD 88     -       647.005  (meters)    2122.72   (feet)  ADJUSTED  
 BP0665  ___________________________________________________________________
 BP0665  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 BP0665  DYNAMIC HT  -         646.031 (meters)    2119.52  (feet)  COMP
 BP0665  MODELED GRAV-     979,116.1   (mgal)                       NAVD 88
 BP0665
 BP0665  VERT ORDER  -  FIRST     CLASS II
 BP0665
 BP0665.The horizontal coordinates were scaled from a topographic map and have
 BP0665.an estimated accuracy of +/- 6 seconds.
 BP0665
 BP0665.The orthometric height was determined by differential leveling
 BP0665.and adjusted by the National Geodetic Survey in June 1991..
 BP0665
 BP0665.The geoid height was determined by GEOID03.
 BP0665
 BP0665.The dynamic height is computed by dividing the NAVD 88
 BP0665.geopotential number by the normal gravity value computed on the
 BP0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0665.degrees latitude (g = 980.6199 gals.).
 BP0665
 BP0665.The modeled gravity was interpolated from observed gravity values.
 BP0665
 BP0665;                    North         East    Units  Estimated Accuracy
 BP0665;SPC TXSC     - 4,248,250.      300,840.      MT  (+/- 180 meters Scaled)
 BP0665
 BP0665                          SUPERSEDED SURVEY CONTROL
 BP0665
 BP0665.No superseded survey control is available for this station.
 BP0665
 BP0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP794264(NAD 83)
 BP0665_MARKER: DB = BENCH MARK DISK
 BP0665_SETTING: 66 = SET IN ROCK OUTCROP
 BP0665_SP_SET: ROCK OUTCROP
 BP0665_STAMPING: M 1412 1981
 BP0665_MARK LOGO: NGS   
 BP0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0665
 BP0665  HISTORY     - Date     Condition        Report By
 BP0665  HISTORY     - 1981     MONUMENTED       NGS
 BP0665
 BP0665                          STATION DESCRIPTION
 BP0665
 BP0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0665'1.4 KM (0.85 MI) SE FROM DRYDEN.
 BP0665'1.4 KM (0.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0665'IN DRYDEN, 0.2 KM (0.1 MI) SOUTHEAST OF A GRAVELED ROAD LEADING
 BP0665'SOUTH, IN A 3 BY 30 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 9.1
 BP0665'METERS (29.9 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES
 BP0665'OF THE HIGHWAY AND 1.6 METERS (5.2 FT) SOUTHWEST OF A FENCE.
 BP0665'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BP0665'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0621 ***********************************************************************
 BP0621  DESIGNATION -  M 1414
 BP0621  PID         -  BP0621
 BP0621  STATE/COUNTY-  TX/PECOS
 BP0621  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0621
 BP0621                         *CURRENT SURVEY CONTROL
 BP0621  ___________________________________________________________________
 BP0621* NAD 83(1986)-  30 31 41.     (N)    102 33 19.     (W)     SCALED    
 BP0621* NAVD 88     -      1049.412  (meters)    3442.95   (feet)  ADJUSTED  
 BP0621  ___________________________________________________________________
 BP0621  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 BP0621  DYNAMIC HT  -        1047.773 (meters)    3437.57  (feet)  COMP
 BP0621  MODELED GRAV-     979,044.0   (mgal)                       NAVD 88
 BP0621
 BP0621  VERT ORDER  -  FIRST     CLASS II
 BP0621
 BP0621.The horizontal coordinates were scaled from a topographic map and have
 BP0621.an estimated accuracy of +/- 6 seconds.
 BP0621
 BP0621.The orthometric height was determined by differential leveling
 BP0621.and adjusted by the National Geodetic Survey in June 1991..
 BP0621
 BP0621.The geoid height was determined by GEOID03.
 BP0621
 BP0621.The dynamic height is computed by dividing the NAVD 88
 BP0621.geopotential number by the normal gravity value computed on the
 BP0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0621.degrees latitude (g = 980.6199 gals.).
 BP0621
 BP0621.The modeled gravity was interpolated from observed gravity values.
 BP0621
 BP0621;                    North         East    Units  Estimated Accuracy
 BP0621;SPC TX C     - 3,097,620.      486,790.      MT  (+/- 180 meters Scaled)
 BP0621
 BP0621                          SUPERSEDED SURVEY CONTROL
 BP0621
 BP0621.No superseded survey control is available for this station.
 BP0621
 BP0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP345798(NAD 83)
 BP0621_MARKER: I = METAL ROD
 BP0621_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0621+WITH SETTING: INFORMATION.
 BP0621_SP_SET: SHALLOW SET METAL ROD
 BP0621_STAMPING: M 1414 1981
 BP0621_MARK LOGO: NGS   
 BP0621_PROJECTION: FLUSH
 BP0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0621+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BP0621_ROD/PIPE-DEPTH: 3.7  meters
 BP0621
 BP0621  HISTORY     - Date     Condition        Report By
 BP0621  HISTORY     - 1981     MONUMENTED       NGS
 BP0621  HISTORY     - 20050724 GOOD             INDIV
 BP0621
 BP0621                          STATION DESCRIPTION
 BP0621
 BP0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0621'50.3 KM (31.25 MI) NW FROM SANDERSON.
 BP0621'50.3 KM (31.25 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0621'WITH U.S. HIGHWAY 90 IN SANDERSON, OR 51.9 KM (32.25 MI) SOUTHEAST
 BP0621'ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH U.S. HIGHWAYS 67, 290
 BP0621'AND 385 IN FORT STOCKTON, 0.5 KM (0.3 MI) NORTH OF A CONCRETE HIGHWAY
 BP0621'BRIDGE OVER A DRY WASH, AT A POWERLINE CROSSING, 18.8 METERS
 BP0621'(61.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 4.5 METERS (14.8
 BP0621'FT) NORTH OF A UTILITY POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE
 BP0621'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0621'THE MARK IS 0.5 METERS  W FROM  A FENCE AND WITNESS POST
 BP0621'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BP0621
 BP0621                          STATION RECOVERY (2005)
 BP0621
 BP0621'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BT)
 BP0621'THIS BM WAS A STANDARD BRONZE CAP SET FLUSH TO THE GROUND IN BED
 BP0621'ROCK,ON THE WEST SIDE OF HYW 285. DOES NOT MATCH THE DESCRIPTION IN
 BP0621'THE NGS DATA SHEETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0431 ***********************************************************************
 AZ0431  DESIGNATION -  M 1415
 AZ0431  PID         -  AZ0431
 AZ0431  STATE/COUNTY-  TX/VAL VERDE
 AZ0431  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0431
 AZ0431                         *CURRENT SURVEY CONTROL
 AZ0431  ___________________________________________________________________
 AZ0431* NAD 83(1986)-  29 36 08.     (N)    101 04 19.     (W)     SCALED    
 AZ0431* NAVD 88     -       405.753  (meters)    1331.21   (feet)  ADJUSTED  
 AZ0431  ___________________________________________________________________
 AZ0431  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0431  DYNAMIC HT  -         405.162 (meters)    1329.27  (feet)  COMP
 AZ0431  MODELED GRAV-     979,173.5   (mgal)                       NAVD 88
 AZ0431
 AZ0431  VERT ORDER  -  FIRST     CLASS II
 AZ0431
 AZ0431.The horizontal coordinates were scaled from a topographic map and have
 AZ0431.an estimated accuracy of +/- 6 seconds.
 AZ0431
 AZ0431.The orthometric height was determined by differential leveling
 AZ0431.and adjusted by the National Geodetic Survey in June 1991..
 AZ0431
 AZ0431.The geoid height was determined by GEOID03.
 AZ0431
 AZ0431.The dynamic height is computed by dividing the NAVD 88
 AZ0431.geopotential number by the normal gravity value computed on the
 AZ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0431.degrees latitude (g = 980.6199 gals.).
 AZ0431
 AZ0431.The modeled gravity was interpolated from observed gravity values.
 AZ0431
 AZ0431;                    North         East    Units  Estimated Accuracy
 AZ0431;SPC TXSC     - 4,197,820.      399,330.      MT  (+/- 180 meters Scaled)
 AZ0431
 AZ0431                          SUPERSEDED SURVEY CONTROL
 AZ0431
 AZ0431.No superseded survey control is available for this station.
 AZ0431
 AZ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT993765(NAD 83)
 AZ0431_MARKER: DB = BENCH MARK DISK
 AZ0431_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0431_SP_SET: ROCK OUTCROP
 AZ0431_STAMPING: M 1415 1981
 AZ0431_MARK LOGO: NGS   
 AZ0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0431+STABILITY: POSITION/ELEVATION WELL
 AZ0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0431+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0431
 AZ0431  HISTORY     - Date     Condition        Report By
 AZ0431  HISTORY     - 1981     MONUMENTED       NGS
 AZ0431  HISTORY     - 19990119 GOOD             USPSQD
 AZ0431  HISTORY     - 20030425 GOOD             USPSQD
 AZ0431
 AZ0431                          STATION DESCRIPTION
 AZ0431
 AZ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0431'13.7 KM (8.5 MI) SE FROM COMSTOCK.
 AZ0431'13.7 KM (8.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0431'WITH STATE HIGHWAY 163 IN COMSTOCK, IN A 4 BY 8 FT EXPOSED AREA OF
 AZ0431'OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) SOUTHEAST OF THE HIGHWAY BRIDGE
 AZ0431'OVER EVANS CREEK, 17.6 METERS (57.7 FT) NORTH-NORTHEAST OF THE
 AZ0431'CENTERLINE OF THE HIGHWAY, 15.3 METERS (50.2 FT) SOUTHWEST OF A
 AZ0431'UTILITY POLE AND 11.1 METERS (36.4 FT) SOUTH-SOUTHWEST OF A FENCE.
 AZ0431'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 AZ0431'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 AZ0431
 AZ0431                          STATION RECOVERY (1999)
 AZ0431
 AZ0431'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0431'RECOVERED IN GOOD CONDITION.
 AZ0431
 AZ0431                          STATION RECOVERY (2003)
 AZ0431
 AZ0431'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0440 ***********************************************************************
 AZ0440  DESIGNATION -  M 1416
 AZ0440  PID         -  AZ0440
 AZ0440  STATE/COUNTY-  TX/VAL VERDE
 AZ0440  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0440
 AZ0440                         *CURRENT SURVEY CONTROL
 AZ0440  ___________________________________________________________________
 AZ0440* NAD 83(1986)-  29 29 06.     (N)    101 01 59.     (W)     SCALED    
 AZ0440* NAVD 88     -       353.414  (meters)    1159.49   (feet)  ADJUSTED  
 AZ0440  ___________________________________________________________________
 AZ0440  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0440  DYNAMIC HT  -         352.900 (meters)    1157.81  (feet)  COMP
 AZ0440  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AZ0440
 AZ0440  VERT ORDER  -  FIRST     CLASS II
 AZ0440
 AZ0440.The horizontal coordinates were scaled from a topographic map and have
 AZ0440.an estimated accuracy of +/- 6 seconds.
 AZ0440
 AZ0440.The orthometric height was determined by differential leveling
 AZ0440.and adjusted by the National Geodetic Survey in June 1991..
 AZ0440
 AZ0440.The geoid height was determined by GEOID03.
 AZ0440
 AZ0440.The dynamic height is computed by dividing the NAVD 88
 AZ0440.geopotential number by the normal gravity value computed on the
 AZ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0440.degrees latitude (g = 980.6199 gals.).
 AZ0440
 AZ0440.The modeled gravity was interpolated from observed gravity values.
 AZ0440
 AZ0440;                    North         East    Units  Estimated Accuracy
 AZ0440;SPC TXSC     - 4,184,760.      402,870.      MT  (+/- 180 meters Scaled)
 AZ0440
 AZ0440                          SUPERSEDED SURVEY CONTROL
 AZ0440
 AZ0440.No superseded survey control is available for this station.
 AZ0440
 AZ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT028634(NAD 83)
 AZ0440_MARKER: DB = BENCH MARK DISK
 AZ0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0440_SP_SET: CURB
 AZ0440_STAMPING: M 1416 1981
 AZ0440_MARK LOGO: NGS   
 AZ0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0440+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0440
 AZ0440  HISTORY     - Date     Condition        Report By
 AZ0440  HISTORY     - 1981     MONUMENTED       NGS
 AZ0440  HISTORY     - 19990525 GOOD             USPSQD
 AZ0440  HISTORY     - 20030425 GOOD             USPSQD
 AZ0440
 AZ0440                          STATION DESCRIPTION
 AZ0440
 AZ0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0440'14.6 KM (9.05 MI) NW FROM DEL RIO.
 AZ0440'14.6 KM (9.05 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0440'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN THE EAST CURB OF THE
 AZ0440'HIGHWAY BRIDGE SPANNING AMISTAD RESERVOIR AND 4.9 METERS (16.1 FT)
 AZ0440'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0440'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 AZ0440
 AZ0440                          STATION RECOVERY (1999)
 AZ0440
 AZ0440'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0440'RECOVERED IN GOOD CONDITION.
 AZ0440
 AZ0440                          STATION RECOVERY (2003)
 AZ0440
 AZ0440'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0636 ***********************************************************************
 BP0636  DESIGNATION -  M 1417
 BP0636  PID         -  BP0636
 BP0636  STATE/COUNTY-  TX/PECOS
 BP0636  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0636
 BP0636                         *CURRENT SURVEY CONTROL
 BP0636  ___________________________________________________________________
 BP0636* NAD 83(1986)-  30 19 14.     (N)    102 26 32.     (W)     SCALED    
 BP0636* NAVD 88     -       968.085  (meters)    3176.13   (feet)  ADJUSTED  
 BP0636  ___________________________________________________________________
 BP0636  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 BP0636  DYNAMIC HT  -         966.576 (meters)    3171.17  (feet)  COMP
 BP0636  MODELED GRAV-     979,050.3   (mgal)                       NAVD 88
 BP0636
 BP0636  VERT ORDER  -  FIRST     CLASS II
 BP0636
 BP0636.The horizontal coordinates were scaled from a topographic map and have
 BP0636.an estimated accuracy of +/- 6 seconds.
 BP0636
 BP0636.The orthometric height was determined by differential leveling
 BP0636.and adjusted by the National Geodetic Survey in June 1991..
 BP0636
 BP0636.The geoid height was determined by GEOID03.
 BP0636
 BP0636.The dynamic height is computed by dividing the NAVD 88
 BP0636.geopotential number by the normal gravity value computed on the
 BP0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0636.degrees latitude (g = 980.6199 gals.).
 BP0636
 BP0636.The modeled gravity was interpolated from observed gravity values.
 BP0636
 BP0636;                    North         East    Units  Estimated Accuracy
 BP0636;SPC TX C     - 3,074,410.      497,200.      MT  (+/- 180 meters Scaled)
 BP0636
 BP0636                          SUPERSEDED SURVEY CONTROL
 BP0636
 BP0636.No superseded survey control is available for this station.
 BP0636
 BP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP459570(NAD 83)
 BP0636_MARKER: I = METAL ROD
 BP0636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0636_SP_SET: STAINLESS STEEL ROD
 BP0636_STAMPING: M 1417 1981
 BP0636_MARK LOGO: NGS   
 BP0636_PROJECTION: FLUSH
 BP0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0636_ROD/PIPE-DEPTH: 3.7  meters
 BP0636
 BP0636  HISTORY     - Date     Condition        Report By
 BP0636  HISTORY     - 1981     MONUMENTED       NGS
 BP0636
 BP0636                          STATION DESCRIPTION
 BP0636
 BP0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0636'21.3 KM (13.25 MI) NORT FROM SANDERSON.
 BP0636'21.3 KM (13.25 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0636'WITH U.S. HIGHWAY 90 IN SANDERSON, AT A CURVE AND 22.9 METERS (75.1 FT
 BP0636'FT) EAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 BP0636'POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0636'THE MARK IS 0.3 METERS  W FROM  A FENCE AND WITNESS POST
 BP0636'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0385 ***********************************************************************
 AZ0385  DESIGNATION -  M 1418
 AZ0385  PID         -  AZ0385
 AZ0385  STATE/COUNTY-  TX/TERRELL
 AZ0385  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0385
 AZ0385                         *CURRENT SURVEY CONTROL
 AZ0385  ___________________________________________________________________
 AZ0385* NAD 83(1986)-  29 54 13.     (N)    101 48 16.     (W)     SCALED    
 AZ0385* NAVD 88     -       442.233  (meters)    1450.89   (feet)  ADJUSTED  
 AZ0385  ___________________________________________________________________
 AZ0385  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AZ0385  DYNAMIC HT  -         441.579 (meters)    1448.75  (feet)  COMP
 AZ0385  MODELED GRAV-     979,149.7   (mgal)                       NAVD 88
 AZ0385
 AZ0385  VERT ORDER  -  FIRST     CLASS II
 AZ0385
 AZ0385.The horizontal coordinates were scaled from a topographic map and have
 AZ0385.an estimated accuracy of +/- 6 seconds.
 AZ0385
 AZ0385.The orthometric height was determined by differential leveling
 AZ0385.and adjusted by the National Geodetic Survey in June 1991..
 AZ0385
 AZ0385.The geoid height was determined by GEOID03.
 AZ0385
 AZ0385.The dynamic height is computed by dividing the NAVD 88
 AZ0385.geopotential number by the normal gravity value computed on the
 AZ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0385.degrees latitude (g = 980.6199 gals.).
 AZ0385
 AZ0385.The modeled gravity was interpolated from observed gravity values.
 AZ0385
 AZ0385;                    North         East    Units  Estimated Accuracy
 AZ0385;SPC TXSC     - 4,232,690.      329,200.      MT  (+/- 180 meters Scaled)
 AZ0385
 AZ0385                          SUPERSEDED SURVEY CONTROL
 AZ0385
 AZ0385.No superseded survey control is available for this station.
 AZ0385
 AZ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU292114(NAD 83)
 AZ0385_MARKER: DB = BENCH MARK DISK
 AZ0385_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AZ0385_SP_SET: ABUTMENT
 AZ0385_STAMPING: M 1418 1981
 AZ0385_MARK LOGO: NGS   
 AZ0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0385
 AZ0385  HISTORY     - Date     Condition        Report By
 AZ0385  HISTORY     - 1981     MONUMENTED       NGS
 AZ0385
 AZ0385                          STATION DESCRIPTION
 AZ0385
 AZ0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0385'28.6 KM (17.75 MI) NW FROM LANGTRY.
 AZ0385'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0385'OFFICE IN LANGTRY, THENCE 27.3 KM (16.95 MI) WESTERLY ALONG U.S.
 AZ0385'HIGHWAY 90. IN TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF
 AZ0385'THE BRIDGE OVER LOZIER CANYON AND 5.2 METERS (17.1 FT) NORTHWEST OF
 AZ0385'CENTERLINE OF THE HIGHWAY.
 AZ0385'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0762 ***********************************************************************
 BP0762  DESIGNATION -  M 1419
 BP0762  PID         -  BP0762
 BP0762  STATE/COUNTY-  TX/PECOS
 BP0762  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0762
 BP0762                         *CURRENT SURVEY CONTROL
 BP0762  ___________________________________________________________________
 BP0762* NAD 83(1986)-  30 08 57.     (N)    102 36 27.     (W)     SCALED    
 BP0762* NAVD 88     -      1006.194  (meters)    3301.15   (feet)  ADJUSTED  
 BP0762  ___________________________________________________________________
 BP0762  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 BP0762  DYNAMIC HT  -        1004.606 (meters)    3295.94  (feet)  COMP
 BP0762  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 BP0762
 BP0762  VERT ORDER  -  FIRST     CLASS II
 BP0762
 BP0762.The horizontal coordinates were scaled from a topographic map and have
 BP0762.an estimated accuracy of +/- 6 seconds.
 BP0762
 BP0762.The orthometric height was determined by differential leveling
 BP0762.and adjusted by the National Geodetic Survey in June 1991..
 BP0762
 BP0762.The geoid height was determined by GEOID03.
 BP0762
 BP0762.The dynamic height is computed by dividing the NAVD 88
 BP0762.geopotential number by the normal gravity value computed on the
 BP0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0762.degrees latitude (g = 980.6199 gals.).
 BP0762
 BP0762.The modeled gravity was interpolated from observed gravity values.
 BP0762
 BP0762;                    North         East    Units  Estimated Accuracy
 BP0762;SPC TX C     - 3,055,730.      480,920.      MT  (+/- 180 meters Scaled)
 BP0762
 BP0762                          SUPERSEDED SURVEY CONTROL
 BP0762
 BP0762.No superseded survey control is available for this station.
 BP0762
 BP0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP304377(NAD 83)
 BP0762_MARKER: I = METAL ROD
 BP0762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0762_SP_SET: STAINLESS STEEL ROD
 BP0762_STAMPING: M 1419 1981
 BP0762_MARK LOGO: NGS   
 BP0762_PROJECTION: FLUSH
 BP0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0762_ROD/PIPE-DEPTH: 9.8  meters
 BP0762
 BP0762  HISTORY     - Date     Condition        Report By
 BP0762  HISTORY     - 1981     MONUMENTED       NGS
 BP0762
 BP0762                          STATION DESCRIPTION
 BP0762
 BP0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0762'23.2 KM (14.4 MI) WEST FROM SANDERSON.
 BP0762'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0762'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 23.0 KM (14.3 MI)
 BP0762'WESTERLY ALONG U.S. HIGHWAY 90, 0.2 KM (0.15 MI) NORTHWEST OF RAILROAD
 BP0762'MILEPOST 530, 32.3 METERS (106.0 FT) NORTH-NORTHEAST OF THE CENTERLINE
 BP0762'OF THE HIGHWAY, 6.1 METERS (20.0 FT) WEST-NORTHWEST OF A FIELD
 BP0762'ENTRANCE AND 3.8 METERS (12.5 FT) EAST-SOUTHEAST OF A UTILITY POLE.
 BP0762'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0762'THE MARK IS 0.4 METERS  SSW FROM  A FENCE AND WITNESS POST
 BP0762'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0060 ***********************************************************************
 DQ0060  DESIGNATION -  M 142
 DQ0060  PID         -  DQ0060
 DQ0060  STATE/COUNTY-  TX/HOCKLEY
 DQ0060  USGS QUAD   -  BUSTERVILLE (1985)
 DQ0060
 DQ0060                         *CURRENT SURVEY CONTROL
 DQ0060  ___________________________________________________________________
 DQ0060* NAD 83(1986)-  33 26 42.     (N)    102 06 59.     (W)     SCALED    
 DQ0060* NAVD 88     -      1020.362  (meters)    3347.64   (feet)  ADJUSTED  
 DQ0060  ___________________________________________________________________
 DQ0060  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 DQ0060  DYNAMIC HT  -        1019.028 (meters)    3343.26  (feet)  COMP
 DQ0060  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 DQ0060
 DQ0060  VERT ORDER  -  FIRST     CLASS II
 DQ0060
 DQ0060.The horizontal coordinates were scaled from a topographic map and have
 DQ0060.an estimated accuracy of +/- 6 seconds.
 DQ0060
 DQ0060.The orthometric height was determined by differential leveling
 DQ0060.and adjusted by the National Geodetic Survey in June 1991..
 DQ0060
 DQ0060.The geoid height was determined by GEOID03.
 DQ0060
 DQ0060.The dynamic height is computed by dividing the NAVD 88
 DQ0060.geopotential number by the normal gravity value computed on the
 DQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0060.degrees latitude (g = 980.6199 gals.).
 DQ0060
 DQ0060.The modeled gravity was interpolated from observed gravity values.
 DQ0060
 DQ0060;                    North         East    Units  Estimated Accuracy
 DQ0060;SPC TXNC     - 2,202,990.      263,850.      MT  (+/- 180 meters Scaled)
 DQ0060
 DQ0060                          SUPERSEDED SURVEY CONTROL
 DQ0060
 DQ0060  NGVD 29 (??/??/92) 1019.989  (m)         3346.41   (f) ADJ UNCH    1 2
 DQ0060
 DQ0060.Superseded values are not recommended for survey control.
 DQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0060.See file dsdata.txt to determine how the superseded data were derived.
 DQ0060
 DQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT680043(NAD 83)
 DQ0060_MARKER: DB = BENCH MARK DISK
 DQ0060_SETTING: 0 = UNSPECIFIED SETTING
 DQ0060_STAMPING: M 142 1934
 DQ0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0060
 DQ0060  HISTORY     - Date     Condition        Report By
 DQ0060  HISTORY     - 1934     MONUMENTED       CGS
 DQ0060  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0060
 DQ0060                          STATION DESCRIPTION
 DQ0060
 DQ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0060'3.4 MI NE FROM ROPESVILLE.
 DQ0060'3.4 MI. N.E. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0060'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0060'RAILROAD, 2 MILES SOUTHWEST OF THE RAILROAD SIGNBOARD BALCH, 0.7 MILE
 DQ0060'SOUTHWEST OF MILE POLE 18, 48 RAIL LENGTHS, APPROXIMATELY 525 YARDS
 DQ0060'NORTHEAST OF MILE POLE 19, 44 FEET SOUTHEAST OF THE TRACK, 3 FEET
 DQ0060'NORTHWEST OF THE RIGHT OF WAY FENCE.
 DQ0060
 DQ0060                          STATION RECOVERY (1963)
 DQ0060
 DQ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1295 ***********************************************************************
 AE1295  DESIGNATION -  M 1420
 AE1295  PID         -  AE1295
 AE1295  STATE/COUNTY-  TX/STARR
 AE1295  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1295
 AE1295                         *CURRENT SURVEY CONTROL
 AE1295  ___________________________________________________________________
 AE1295* NAD 83(1986)-  26 25 47.     (N)    099 01 29.     (W)     SCALED    
 AE1295* NAVD 88     -        85.015  (meters)     278.92   (feet)  ADJUSTED  
 AE1295  ___________________________________________________________________
 AE1295  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1295  DYNAMIC HT  -          84.875 (meters)     278.46  (feet)  COMP
 AE1295  MODELED GRAV-     979,005.1   (mgal)                       NAVD 88
 AE1295
 AE1295  VERT ORDER  -  FIRST     CLASS II
 AE1295
 AE1295.The horizontal coordinates were scaled from a topographic map and have
 AE1295.an estimated accuracy of +/- 6 seconds.
 AE1295
 AE1295.The orthometric height was determined by differential leveling
 AE1295.and adjusted by the National Geodetic Survey in June 1991..
 AE1295
 AE1295.The geoid height was determined by GEOID03.
 AE1295
 AE1295.The dynamic height is computed by dividing the NAVD 88
 AE1295.geopotential number by the normal gravity value computed on the
 AE1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1295.degrees latitude (g = 980.6199 gals.).
 AE1295
 AE1295.The modeled gravity was interpolated from observed gravity values.
 AE1295
 AE1295;                    North         East    Units  Estimated Accuracy
 AE1295;SPC TX S     - 5,084,650.      247,660.      MT  (+/- 180 meters Scaled)
 AE1295
 AE1295                          SUPERSEDED SURVEY CONTROL
 AE1295
 AE1295.No superseded survey control is available for this station.
 AE1295
 AE1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ975232(NAD 83)
 AE1295_MARKER: I = METAL ROD
 AE1295_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1295+WITH SETTING: INFORMATION.
 AE1295_SP_SET: SHALLOW SET METAL ROD
 AE1295_STAMPING: M 1420 1981
 AE1295_MARK LOGO: NGS   
 AE1295_PROJECTION: FLUSH
 AE1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1295_ROD/PIPE-DEPTH: 2.1  meters
 AE1295
 AE1295  HISTORY     - Date     Condition        Report By
 AE1295  HISTORY     - 1981     MONUMENTED       NGS
 AE1295
 AE1295                          STATION DESCRIPTION
 AE1295
 AE1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1295'2.3 KM (1.45 MI) NNW FROM ROMA.
 AE1295'2.3 KM (1.45 MI) NORTH NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1295'OFFICE IN ROMA, AT A DIRT ROAD LEADING EAST AND FIELD ROAD ENTRANCE
 AE1295'LEADING WEST, 0.16 KM (0.1 MI) SOUTH SOUTHEAST OF A U.S. DEPARTMENT
 AE1295'OF AGRICULTURE CHECK STATION, 15.3 METERS (50.2 FT) WEST SOUTHWEST OF
 AE1295'CENTER OF HIGHWAY, 2.7 METERS (9.0 FT) SOUTH SOUTHEAST OF CENTER OF A
 AE1295'METAL GATE AND FIELD ROAD, 3.7 METERS (12.0 FT) SOUTH SOUTHEAST OF
 AE1295'EXTENDED APPROXIMATE CENTER OF DIRT ROAD EAST, 5.2 METERS (17.10 FT)
 AE1295'SOUTH SOUTHEAST OF A METAL TELEPHONE CABLE WARNING SIGN, AND
 AE1295'0.30 METERS (1.0 FT) EAST NORTHEAST OF A FENCE LINE.
 AE1295'THE MARK IS 0.30 METERS  ENE FROM A WITNESS POST.
 AE1295'THE MARK IS ABOVE LEVEL WITH HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1306 ***********************************************************************
 AB1306  DESIGNATION -  M 1421
 AB1306  PID         -  AB1306
 AB1306  STATE/COUNTY-  TX/CAMERON
 AB1306  USGS QUAD   -  LA FERIA (1970)
 AB1306
 AB1306                         *CURRENT SURVEY CONTROL
 AB1306  ___________________________________________________________________
 AB1306* NAD 83(1986)-  26 09 32.     (N)    097 49 24.     (W)     SCALED    
 AB1306* NAVD 88     -        16.762  (meters)      54.99   (feet)  ADJUSTED  
 AB1306  ___________________________________________________________________
 AB1306  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AB1306  DYNAMIC HT  -          16.735 (meters)      54.90  (feet)  COMP
 AB1306  MODELED GRAV-     979,023.1   (mgal)                       NAVD 88
 AB1306
 AB1306  VERT ORDER  -  FIRST     CLASS II
 AB1306
 AB1306.The horizontal coordinates were scaled from a topographic map and have
 AB1306.an estimated accuracy of +/- 6 seconds.
 AB1306
 AB1306.The orthometric height was determined by differential leveling
 AB1306.and adjusted by the National Geodetic Survey in June 1991..
 AB1306
 AB1306.The geoid height was determined by GEOID03.
 AB1306
 AB1306.The dynamic height is computed by dividing the NAVD 88
 AB1306.geopotential number by the normal gravity value computed on the
 AB1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1306.degrees latitude (g = 980.6199 gals.).
 AB1306
 AB1306.The modeled gravity was interpolated from observed gravity values.
 AB1306
 AB1306;                    North         East    Units  Estimated Accuracy
 AB1306;SPC TX S     - 5,054,720.      367,660.      MT  (+/- 180 meters Scaled)
 AB1306
 AB1306                          SUPERSEDED SURVEY CONTROL
 AB1306
 AB1306.No superseded survey control is available for this station.
 AB1306
 AB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176938(NAD 83)
 AB1306_MARKER: I = METAL ROD
 AB1306_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1306_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1306_STAMPING: M 1421 1981
 AB1306_MARK LOGO: NGS   
 AB1306_PROJECTION: RECESSED 2 CENTIMETERS
 AB1306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1306+STABILITY: POSITION/ELEVATION WELL
 AB1306_ROD/PIPE-DEPTH: 13.4 meters
 AB1306_SLEEVE-DEPTH  : 8.8 meters
 AB1306
 AB1306  HISTORY     - Date     Condition        Report By
 AB1306  HISTORY     - 1981     MONUMENTED       NGS
 AB1306  HISTORY     - 19910416 GOOD             USPSQD
 AB1306  HISTORY     - 19930123 GOOD             USPSQD
 AB1306  HISTORY     - 20040127 MARK NOT FOUND   GEOCAC
 AB1306
 AB1306                          STATION DESCRIPTION
 AB1306
 AB1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1306'IN LA FERIA.
 AB1306'IN LA FERIA, AT THE CITY WATER PUMPING STATION, AT A CITY PARK, AT THE
 AB1306'CITY HALL, 25.9 METERS (85.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 AB1306'U.S. HIGHWAY 83 BUSINESS, 26.8 METERS (88.0 FT) EAST OF THE CENTERLINE
 AB1306'OF NORTH MAIN STREET, 22.6 METERS (74.1 FT) NORTH NORTHWEST OF THE
 AB1306'CENTER OF COMMERCIAL AVENUE, 29.1 METERS (95.5 FT) WEST OF THE
 AB1306'SOUTHWEST CORNER OF THE CITY HALL BUILDING, 5.4 METERS (17.6 FT) NORTH
 AB1306'NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE SLAB, 5.9 METERS
 AB1306'(19.4 FT) NORTH NORTHWEST OF THE CENTER OF A LARGE WATER PUMP IN A
 AB1306'SLAB, 2.2 METERS (7.1 FT) NORTH NORTHEAST OF A FLAGPOLE, 4.7 METERS
 AB1306'(15.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE SLAB.
 AB1306
 AB1306                          STATION RECOVERY (1991)
 AB1306
 AB1306'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1306'RECOVERED IN GOOD CONDITION.
 AB1306
 AB1306                          STATION RECOVERY (1993)
 AB1306
 AB1306'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1306'RECOVERED IN GOOD CONDITION.
 AB1306
 AB1306                          STATION RECOVERY (2004)
 AB1306
 AB1306'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1306'THE WATER PUMP AND SLAB HAVE BEEN REMOVED AND THE FLAGPOLE RELOCATED.
 AB1306'THE CITY PARK HAS BEEN REDESIGNED.  MARK MAY STILL EXIST UNDER THE
 AB1306'LANDSCAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1101 ***********************************************************************
 AJ1101  DESIGNATION -  M 1422
 AJ1101  PID         -  AJ1101
 AJ1101  STATE/COUNTY-  TX/WEBB
 AJ1101  USGS QUAD   -  LAREDO WEST (1980)
 AJ1101
 AJ1101                         *CURRENT SURVEY CONTROL
 AJ1101  ___________________________________________________________________
 AJ1101* NAD 83(1986)-  27 34 22.     (N)    099 30 13.     (W)     SCALED    
 AJ1101* NAVD 88     -       129.955  (meters)     426.36   (feet)  ADJUSTED  
 AJ1101  ___________________________________________________________________
 AJ1101  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ1101  DYNAMIC HT  -         129.751 (meters)     425.69  (feet)  COMP
 AJ1101  MODELED GRAV-     979,072.2   (mgal)                       NAVD 88
 AJ1101
 AJ1101  VERT ORDER  -  FIRST     CLASS II
 AJ1101
 AJ1101.The horizontal coordinates were scaled from a topographic map and have
 AJ1101.an estimated accuracy of +/- 6 seconds.
 AJ1101
 AJ1101.The orthometric height was determined by differential leveling
 AJ1101.and adjusted by the National Geodetic Survey in June 1991..
 AJ1101
 AJ1101.The geoid height was determined by GEOID03.
 AJ1101
 AJ1101.The dynamic height is computed by dividing the NAVD 88
 AJ1101.geopotential number by the normal gravity value computed on the
 AJ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1101.degrees latitude (g = 980.6199 gals.).
 AJ1101
 AJ1101.The modeled gravity was interpolated from observed gravity values.
 AJ1101
 AJ1101;                    North         East    Units  Estimated Accuracy
 AJ1101;SPC TX S     - 5,211,580.      200,900.      MT  (+/- 180 meters Scaled)
 AJ1101
 AJ1101                          SUPERSEDED SURVEY CONTROL
 AJ1101
 AJ1101.No superseded survey control is available for this station.
 AJ1101
 AJ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR502499(NAD 83)
 AJ1101_MARKER: I = METAL ROD
 AJ1101_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1101_SP_SET: STAINLESS STEEL ROD
 AJ1101_STAMPING: M 1422 1981
 AJ1101_MARK LOGO: NGS   
 AJ1101_PROJECTION: RECESSED 3 CENTIMETERS
 AJ1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1101+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AJ1101_ROD/PIPE-DEPTH: 6.7  meters
 AJ1101
 AJ1101  HISTORY     - Date     Condition        Report By
 AJ1101  HISTORY     - 1981     MONUMENTED       NGS
 AJ1101  HISTORY     - 20020530 GOOD             USPSQD
 AJ1101
 AJ1101                          STATION DESCRIPTION
 AJ1101
 AJ1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1101'7.7 KM (4.8 MI) NORTH FROM LAREDO.
 AJ1101'ONE AND ONE HALF BLOCKS (0.1 MI) WEST ALONG MATAMOROS STREET FROM THE
 AJ1101'POST OFFICE AT LAREDO, THENCE 7.6 KM (4.7 MI) NORTH ALONG SANTA MARIA
 AJ1101'AVENUE AND THE INTERSTATE HIGHWAY 35 WEST FRONTAGE ROAD TO THE
 AJ1101'JUNCTION OF FARM ROAD 1472, SET NEAR A POWERLINE POLE WITH A
 AJ1101'TRANSFORMER AND THREE GUY WIRES AT A THREE WAY POWERLINE JUNCTION,
 AJ1101'NEAR CLARK SOUTHWEST LIFT TRUCKS COMPANY, ALSO ABOUT 0.1 KM (0.05 MI)
 AJ1101'SOUTH OF A WATER TANK, 18.3 METERS (60.0 FT) NORTHEAST OF THE
 AJ1101'CENTERLINE OF THE FARM ROAD 72.0 METERS (236.0 FT) NORTHWEST OF THE
 AJ1101'WEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 21.6 METERS (71.0 FT)
 AJ1101'SOUTHEAST OF THE CENTER OF GATES AT THE TRUCK COMPANY, 0.55 METERS
 AJ1101'(1.8 FT) SOUTHWEST OF A CHAIN LINK FENCE, 1.5 METERS (5.0 FT) WEST OF
 AJ1101'THE SOUTHEAST CORNER FENCE POST, 2.4 METERS (8.0 FT) NORTHWEST OF THE
 AJ1101'POWERPOLE, NOTE, ROD DRIVEN TO REFUSAL.
 AJ1101'THE MARK IS 0.64 METERS  S FROM A WITNESS POST.
 AJ1101'THE MARK IS ABOVE LEVEL WITH FARM ROAD 1472.
 AJ1101
 AJ1101                          STATION RECOVERY (2002)
 AJ1101
 AJ1101'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0687 ***********************************************************************
 BP0687  DESIGNATION -  M 1426
 BP0687  PID         -  BP0687
 BP0687  STATE/COUNTY-  TX/PECOS
 BP0687  USGS QUAD   -  SADDLE BUTTE (1970)
 BP0687
 BP0687                         *CURRENT SURVEY CONTROL
 BP0687  ___________________________________________________________________
 BP0687* NAD 83(1986)-  30 57 32.     (N)    102 34 54.     (W)     SCALED    
 BP0687* NAVD 88     -       844.772  (meters)    2771.56   (feet)  ADJUSTED  
 BP0687  ___________________________________________________________________
 BP0687  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 BP0687  DYNAMIC HT  -         843.534 (meters)    2767.49  (feet)  COMP
 BP0687  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 BP0687
 BP0687  VERT ORDER  -  FIRST     CLASS II
 BP0687
 BP0687.The horizontal coordinates were scaled from a topographic map and have
 BP0687.an estimated accuracy of +/- 6 seconds.
 BP0687
 BP0687.The orthometric height was determined by differential leveling
 BP0687.and adjusted by the National Geodetic Survey in June 1991..
 BP0687
 BP0687.The geoid height was determined by GEOID03.
 BP0687
 BP0687.The dynamic height is computed by dividing the NAVD 88
 BP0687.geopotential number by the normal gravity value computed on the
 BP0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0687.degrees latitude (g = 980.6199 gals.).
 BP0687
 BP0687.The modeled gravity was interpolated from observed gravity values.
 BP0687
 BP0687;                    North         East    Units  Estimated Accuracy
 BP0687;SPC TX C     - 3,145,420.      485,220.      MT  (+/- 180 meters Scaled)
 BP0687
 BP0687                          SUPERSEDED SURVEY CONTROL
 BP0687
 BP0687.No superseded survey control is available for this station.
 BP0687
 BP0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ310275(NAD 83)
 BP0687_MARKER: DB = BENCH MARK DISK
 BP0687_SETTING: 66 = SET IN ROCK OUTCROP
 BP0687_SP_SET: ROCK OUTCROP
 BP0687_STAMPING: M 1426 1981
 BP0687_MARK LOGO: NGS   
 BP0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0687+STABILITY: POSITION/ELEVATION WELL
 BP0687
 BP0687  HISTORY     - Date     Condition        Report By
 BP0687  HISTORY     - 1981     MONUMENTED       NGS
 BP0687
 BP0687                          STATION DESCRIPTION
 BP0687
 BP0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0687'21.8 KM (13.55 MI) SW FROM GIRVIN.
 BP0687'21.8 KM (13.55 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 BP0687'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, AT A ROADSIDE PARK, IN AN 8
 BP0687'BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 24.8 METERS (81.4 FT)
 BP0687'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.5 METERS (57.4 FT)
 BP0687'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK WALL AND 5.5 METERS
 BP0687'(18.0 FT) EAST OF THE EAST END OF A FENCE CORNER.
 BP0687'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BP0687'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0664 ***********************************************************************
 CC0664  DESIGNATION -  M 1427
 CC0664  PID         -  CC0664
 CC0664  STATE/COUNTY-  TX/UPTON
 CC0664  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0664
 CC0664                         *CURRENT SURVEY CONTROL
 CC0664  ___________________________________________________________________
 CC0664* NAD 83(1986)-  31 09 02.     (N)    102 10 17.     (W)     SCALED    
 CC0664* NAVD 88     -       764.336  (meters)    2507.66   (feet)  ADJUSTED  
 CC0664  ___________________________________________________________________
 CC0664  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CC0664  DYNAMIC HT  -         763.233 (meters)    2504.04  (feet)  COMP
 CC0664  MODELED GRAV-     979,173.2   (mgal)                       NAVD 88
 CC0664
 CC0664  VERT ORDER  -  FIRST     CLASS II
 CC0664
 CC0664.The horizontal coordinates were scaled from a topographic map and have
 CC0664.an estimated accuracy of +/- 6 seconds.
 CC0664
 CC0664.The orthometric height was determined by differential leveling
 CC0664.and adjusted by the National Geodetic Survey in June 1991..
 CC0664
 CC0664.The geoid height was determined by GEOID03.
 CC0664
 CC0664.The dynamic height is computed by dividing the NAVD 88
 CC0664.geopotential number by the normal gravity value computed on the
 CC0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0664.degrees latitude (g = 980.6199 gals.).
 CC0664
 CC0664.The modeled gravity was interpolated from observed gravity values.
 CC0664
 CC0664;                    North         East    Units  Estimated Accuracy
 CC0664;SPC TX C     - 3,165,950.      524,760.      MT  (+/- 180 meters Scaled)
 CC0664
 CC0664                          SUPERSEDED SURVEY CONTROL
 CC0664
 CC0664.No superseded survey control is available for this station.
 CC0664
 CC0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ696497(NAD 83)
 CC0664_MARKER: DB = BENCH MARK DISK
 CC0664_SETTING: 66 = SET IN ROCK OUTCROP
 CC0664_SP_SET: ROCK OUTCROP
 CC0664_STAMPING: M 1427 1981
 CC0664_MARK LOGO: NGS   
 CC0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0664+STABILITY: POSITION/ELEVATION WELL
 CC0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0664+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 CC0664
 CC0664  HISTORY     - Date     Condition        Report By
 CC0664  HISTORY     - 1981     MONUMENTED       NGS
 CC0664  HISTORY     - 20010821 GOOD             INDIV
 CC0664
 CC0664                          STATION DESCRIPTION
 CC0664
 CC0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0664'5.4 KM (3.35 MI) NE FROM MCCAMEY.
 CC0664'5.4 KM (3.35 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CC0664'WITH FARM ROAD 305 IN MCCAMEY, IN A 6 BY 15 FT EXPOSED AREA OF
 CC0664'OUTCROPPING BEDROCK, 32.6 METERS (107.0 FT) NORTH-NORTHWEST OF THE
 CC0664'NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 20.9 METERS
 CC0664'(68.6 FT) NORTH OF A UTILITY POLE AND 12.5 METERS (41.0 FT)
 CC0664'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CC0664'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CC0664'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CC0664
 CC0664                          STATION RECOVERY (2001)
 CC0664
 CC0664'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 CC0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0682 ***********************************************************************
 CB0682  DESIGNATION -  M 1428
 CB0682  PID         -  CB0682
 CB0682  STATE/COUNTY-  TX/REAGAN
 CB0682  USGS QUAD   -  TEXON (1970)
 CB0682
 CB0682                         *CURRENT SURVEY CONTROL
 CB0682  ___________________________________________________________________
 CB0682* NAD 83(1986)-  31 13 40.     (N)    101 38 19.     (W)     SCALED    
 CB0682* NAVD 88     -       827.739  (meters)    2715.67   (feet)  ADJUSTED  
 CB0682  ___________________________________________________________________
 CB0682  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0682  DYNAMIC HT  -         826.531 (meters)    2711.71  (feet)  COMP
 CB0682  MODELED GRAV-     979,154.2   (mgal)                       NAVD 88
 CB0682
 CB0682  VERT ORDER  -  FIRST     CLASS II
 CB0682
 CB0682.The horizontal coordinates were scaled from a topographic map and have
 CB0682.an estimated accuracy of +/- 6 seconds.
 CB0682
 CB0682.The orthometric height was determined by differential leveling
 CB0682.and adjusted by the National Geodetic Survey in June 1991..
 CB0682
 CB0682.The geoid height was determined by GEOID03.
 CB0682
 CB0682.The dynamic height is computed by dividing the NAVD 88
 CB0682.geopotential number by the normal gravity value computed on the
 CB0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0682.degrees latitude (g = 980.6199 gals.).
 CB0682
 CB0682.The modeled gravity was interpolated from observed gravity values.
 CB0682
 CB0682;                    North         East    Units  Estimated Accuracy
 CB0682;SPC TX C     - 3,173,790.      575,650.      MT  (+/- 180 meters Scaled)
 CB0682
 CB0682                          SUPERSEDED SURVEY CONTROL
 CB0682
 CB0682.No superseded survey control is available for this station.
 CB0682
 CB0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV486578(NAD 83)
 CB0682_MARKER: I = METAL ROD
 CB0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0682_SP_SET: STAINLESS STEEL ROD
 CB0682_STAMPING: M 1428 1981
 CB0682_MARK LOGO: NGS   
 CB0682_PROJECTION: FLUSH
 CB0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0682+STABILITY: POSITION/ELEVATION WELL
 CB0682_ROD/PIPE-DEPTH: 4.9  meters
 CB0682
 CB0682  HISTORY     - Date     Condition        Report By
 CB0682  HISTORY     - 1981     MONUMENTED       NGS
 CB0682
 CB0682                          STATION DESCRIPTION
 CB0682
 CB0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0682'16.7 KM (10.35 MI) WEST FROM BIG LAKE.
 CB0682'16.7 KM (10.35 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0682'WITH STATE HIGHWAY 137 IN BIG LAKE, 1.8 KM (1.1 MI) EAST OF FARM ROAD
 CB0682'1675 AND 17.9 METERS (58.7 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CB0682'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CB0682'CAP.
 CB0682'THE MARK IS 0.4 METERS  NNE FROM  A FENCE AND WITNESS POST
 CB0682'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0750 ***********************************************************************
 CA0750  DESIGNATION -  M 1429
 CA0750  PID         -  CA0750
 CA0750  STATE/COUNTY-  TX/MCCULLOCH
 CA0750  USGS QUAD   -  MELVIN (1960)
 CA0750
 CA0750                         *CURRENT SURVEY CONTROL
 CA0750  ___________________________________________________________________
 CA0750* NAD 83(1986)-  31 12 31.     (N)    099 33 56.     (W)     SCALED    
 CA0750* NAVD 88     -       558.691  (meters)    1832.97   (feet)  ADJUSTED  
 CA0750  ___________________________________________________________________
 CA0750  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CA0750  DYNAMIC HT  -         557.931 (meters)    1830.48  (feet)  COMP
 CA0750  MODELED GRAV-     979,262.2   (mgal)                       NAVD 88
 CA0750
 CA0750  VERT ORDER  -  FIRST     CLASS II
 CA0750
 CA0750.The horizontal coordinates were scaled from a topographic map and have
 CA0750.an estimated accuracy of +/- 6 seconds.
 CA0750
 CA0750.The orthometric height was determined by differential leveling
 CA0750.and adjusted by the National Geodetic Survey in June 1991..
 CA0750
 CA0750.The geoid height was determined by GEOID03.
 CA0750
 CA0750.The dynamic height is computed by dividing the NAVD 88
 CA0750.geopotential number by the normal gravity value computed on the
 CA0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0750.degrees latitude (g = 980.6199 gals.).
 CA0750
 CA0750.The modeled gravity was interpolated from observed gravity values.
 CA0750
 CA0750;                    North         East    Units  Estimated Accuracy
 CA0750;SPC TX C     - 3,171,190.      773,160.      MT  (+/- 180 meters Scaled)
 CA0750
 CA0750                          SUPERSEDED SURVEY CONTROL
 CA0750
 CA0750.No superseded survey control is available for this station.
 CA0750
 CA0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV461528(NAD 83)
 CA0750_MARKER: I = METAL ROD
 CA0750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0750_SP_SET: STAINLESS STEEL ROD
 CA0750_STAMPING: M 1429 1981
 CA0750_MARK LOGO: NGS   
 CA0750_PROJECTION: FLUSH
 CA0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0750_ROD/PIPE-DEPTH: 4.9  meters
 CA0750
 CA0750  HISTORY     - Date     Condition        Report By
 CA0750  HISTORY     - 1981     MONUMENTED       NGS
 CA0750  HISTORY     - 19990221 GOOD             USPSQD
 CA0750
 CA0750                          STATION DESCRIPTION
 CA0750
 CA0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0750'24.3 KM (15.1 MI) NW FROM BRADY.
 CA0750'24.3 KM (15.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE
 CA0750'COURTHOUSE IN BRADY, 0.1 KM (0.05 MI) WEST-NORTHWEST OF A MULTI-BOX
 CA0750'CULVERT, 0.2 KM (0.1 MI) EAST-SOUTHEAST OF A PRIVATE DRIVE TO A RANCH
 CA0750'HOUSE, 15.1 METERS (49.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 CA0750'HIGHWAY AND 2.8 METERS (9.2 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS
 CA0750'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0750'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CA0750'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0750
 CA0750                          STATION RECOVERY (1999)
 CA0750
 CA0750'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0795 ***********************************************************************
 CB0795  DESIGNATION -  M 1430
 CB0795  PID         -  CB0795
 CB0795  STATE/COUNTY-  TX/CONCHO
 CB0795  USGS QUAD   -  BURR OAK CREEK (1979)
 CB0795
 CB0795                         *CURRENT SURVEY CONTROL
 CB0795  ___________________________________________________________________
 CB0795* NAD 83(1986)-  31 14 19.     (N)    100 00 07.     (W)     SCALED    
 CB0795* NAVD 88     -       609.091  (meters)    1998.33   (feet)  ADJUSTED  
 CB0795  ___________________________________________________________________
 CB0795  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CB0795  DYNAMIC HT  -         608.249 (meters)    1995.56  (feet)  COMP
 CB0795  MODELED GRAV-     979,238.3   (mgal)                       NAVD 88
 CB0795
 CB0795  VERT ORDER  -  FIRST     CLASS II
 CB0795
 CB0795.The horizontal coordinates were scaled from a topographic map and have
 CB0795.an estimated accuracy of +/- 6 seconds.
 CB0795
 CB0795.The orthometric height was determined by differential leveling
 CB0795.and adjusted by the National Geodetic Survey in June 1991..
 CB0795
 CB0795.The geoid height was determined by GEOID03.
 CB0795
 CB0795.The dynamic height is computed by dividing the NAVD 88
 CB0795.geopotential number by the normal gravity value computed on the
 CB0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0795.degrees latitude (g = 980.6199 gals.).
 CB0795
 CB0795.The modeled gravity was interpolated from observed gravity values.
 CB0795
 CB0795;                    North         East    Units  Estimated Accuracy
 CB0795;SPC TX C     - 3,174,310.      731,570.      MT  (+/- 180 meters Scaled)
 CB0795
 CB0795                          SUPERSEDED SURVEY CONTROL
 CB0795
 CB0795.No superseded survey control is available for this station.
 CB0795
 CB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV045564(NAD 83)
 CB0795_MARKER: I = METAL ROD
 CB0795_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0795_SP_SET: STAINLESS STEEL ROD
 CB0795_STAMPING: M 1430 1981
 CB0795_MARK LOGO: NGS   
 CB0795_PROJECTION: FLUSH
 CB0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0795_ROD/PIPE-DEPTH: 3.7  meters
 CB0795
 CB0795  HISTORY     - Date     Condition        Report By
 CB0795  HISTORY     - 1981     MONUMENTED       NGS
 CB0795  HISTORY     - 19991231 GOOD             USPSQD
 CB0795
 CB0795                          STATION DESCRIPTION
 CB0795
 CB0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0795'15.7 KM (9.75 MI) WEST FROM EDEN.
 CB0795'15.7 KM (9.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CB0795'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 0.4 KM (0.25 MI) SOUTHEAST OF A
 CB0795'TRACK ROAD LEADING SOUTHWEST, 39.6 METERS (129.9 FT) NORTHWEST OF A
 CB0795'TELEPHONE CABLE PEDESTAL AND 32.0 METERS (105.0 FT) NORTHEAST OF THE
 CB0795'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CB0795'A 5-INCH LOGO CAP.
 CB0795'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CB0795'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CB0795
 CB0795                          STATION RECOVERY (1999)
 CB0795
 CB0795'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0771 ***********************************************************************
 CB0771  DESIGNATION -  M 1431
 CB0771  PID         -  CB0771
 CB0771  STATE/COUNTY-  TX/TOM GREEN
 CB0771  USGS QUAD   -  VERIBEST (1984)
 CB0771
 CB0771                         *CURRENT SURVEY CONTROL
 CB0771  ___________________________________________________________________
 CB0771* NAD 83(1986)-  31 22 53.     (N)    100 21 30.     (W)     SCALED    
 CB0771* NAVD 88     -       566.495  (meters)    1858.58   (feet)  ADJUSTED  
 CB0771  ___________________________________________________________________
 CB0771  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CB0771  DYNAMIC HT  -         565.716 (meters)    1856.02  (feet)  COMP
 CB0771  MODELED GRAV-     979,247.6   (mgal)                       NAVD 88
 CB0771
 CB0771  VERT ORDER  -  FIRST     CLASS II
 CB0771
 CB0771.The horizontal coordinates were scaled from a topographic map and have
 CB0771.an estimated accuracy of +/- 6 seconds.
 CB0771
 CB0771.The orthometric height was determined by differential leveling
 CB0771.and adjusted by the National Geodetic Survey in June 1991..
 CB0771
 CB0771.The geoid height was determined by GEOID03.
 CB0771
 CB0771.The dynamic height is computed by dividing the NAVD 88
 CB0771.geopotential number by the normal gravity value computed on the
 CB0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0771.degrees latitude (g = 980.6199 gals.).
 CB0771
 CB0771.The modeled gravity was interpolated from observed gravity values.
 CB0771
 CB0771;                    North         East    Units  Estimated Accuracy
 CB0771;SPC TX C     - 3,190,090.      697,620.      MT  (+/- 180 meters Scaled)
 CB0771
 CB0771                          SUPERSEDED SURVEY CONTROL
 CB0771
 CB0771.No superseded survey control is available for this station.
 CB0771
 CB0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV708726(NAD 83)
 CB0771_MARKER: I = METAL ROD
 CB0771_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0771+WITH SETTING: INFORMATION.
 CB0771_SP_SET: SHALLOW SET METAL ROD
 CB0771_STAMPING: M 1431 1981
 CB0771_MARK LOGO: NGS   
 CB0771_PROJECTION: FLUSH
 CB0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0771_ROD/PIPE-DEPTH: 2.4  meters
 CB0771
 CB0771  HISTORY     - Date     Condition        Report By
 CB0771  HISTORY     - 1981     MONUMENTED       NGS
 CB0771
 CB0771                          STATION DESCRIPTION
 CB0771
 CB0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0771'12.3 KM (7.65 MI) SE FROM SAN ANGELO.
 CB0771'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0771'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 1.6 KM (1.0 MI)
 CB0771'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, 75.0 METERS (246.1 FT)
 CB0771'EAST-SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO A BRICK
 CB0771'HOUSE, 33.9 METERS (111.2 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 CB0771'HIGHWAY AND 1.9 METERS (6.2 FT) EAST-SOUTHEAST OF A FENCE CORNER.
 CB0771'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0771'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CB0771'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0500 ***********************************************************************
 AZ0500  DESIGNATION -  M 1432
 AZ0500  PID         -  AZ0500
 AZ0500  STATE/COUNTY-  TX/KINNEY
 AZ0500  USGS QUAD   -  ANACACHO (1974)
 AZ0500
 AZ0500                         *CURRENT SURVEY CONTROL
 AZ0500  ___________________________________________________________________
 AZ0500* NAD 83(1986)-  29 11 13.     (N)    100 18 19.     (W)     SCALED    
 AZ0500* NAVD 88     -       293.691  (meters)     963.55   (feet)  ADJUSTED  
 AZ0500  ___________________________________________________________________
 AZ0500  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0500  DYNAMIC HT  -         293.263 (meters)     962.15  (feet)  COMP
 AZ0500  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AZ0500
 AZ0500  VERT ORDER  -  FIRST     CLASS II
 AZ0500
 AZ0500.The horizontal coordinates were scaled from a topographic map and have
 AZ0500.an estimated accuracy of +/- 6 seconds.
 AZ0500
 AZ0500.The orthometric height was determined by differential leveling
 AZ0500.and adjusted by the National Geodetic Survey in June 1991..
 AZ0500
 AZ0500.The geoid height was determined by GEOID03.
 AZ0500
 AZ0500.The dynamic height is computed by dividing the NAVD 88
 AZ0500.geopotential number by the normal gravity value computed on the
 AZ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0500.degrees latitude (g = 980.6199 gals.).
 AZ0500
 AZ0500.The modeled gravity was interpolated from observed gravity values.
 AZ0500
 AZ0500;                    North         East    Units  Estimated Accuracy
 AZ0500;SPC TXSC     - 4,150,720.      473,060.      MT  (+/- 180 meters Scaled)
 AZ0500
 AZ0500                          SUPERSEDED SURVEY CONTROL
 AZ0500
 AZ0500.No superseded survey control is available for this station.
 AZ0500
 AZ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT730294(NAD 83)
 AZ0500_MARKER: I = METAL ROD
 AZ0500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0500_SP_SET: STAINLESS STEEL ROD
 AZ0500_STAMPING: M 1432 1982
 AZ0500_MARK LOGO: NGS   
 AZ0500_PROJECTION: FLUSH
 AZ0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0500_ROD/PIPE-DEPTH: 3.7  meters
 AZ0500
 AZ0500  HISTORY     - Date     Condition        Report By
 AZ0500  HISTORY     - 1982     MONUMENTED       NGS
 AZ0500  HISTORY     - 19960223 GOOD             USPSQD
 AZ0500
 AZ0500                          STATION DESCRIPTION
 AZ0500
 AZ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0500'13.1 KM (8.15 MI) ENE FROM SPOFFORD.
 AZ0500'13.1 KM (8.15 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM THE
 AZ0500'JUNCTION OF STATE ROUTE 131 IN SPOFFORD, DIRECTLY SOUTHEAST AND ACROSS
 AZ0500'ROAD FROM THE SOUTHERN PACIFIC RAILROAD MILEPOST NUMBER 334,
 AZ0500'17.7 METERS (58.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AZ0500'0.3 METER (1.0 FT) NORTHWEST OF A WIRE FENCE WITH A CONCRETE FENCE
 AZ0500'POST, AND 23.8 METERS (78.0 FT) SOUTHWEST OF A 51 CM (20 INCH)
 AZ0500'MESQUITE TREE IN THE HIGHWAY RIGHT OF WAY.  NOTE, ROD DRIVEN TO
 AZ0500'REFUSAL.
 AZ0500'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AZ0500'THE MARK IS ABOVE LEVEL WITH ROAD.
 AZ0500
 AZ0500                          STATION RECOVERY (1996)
 AZ0500
 AZ0500'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0492 ***********************************************************************
 AZ0492  DESIGNATION -  M 1433
 AZ0492  PID         -  AZ0492
 AZ0492  STATE/COUNTY-  TX/KINNEY
 AZ0492  USGS QUAD   -  SPOFFORD (1974)
 AZ0492
 AZ0492                         *CURRENT SURVEY CONTROL
 AZ0492  ___________________________________________________________________
 AZ0492* NAD 83(1986)-  29 10 36.     (N)    100 24 39.     (W)     SCALED    
 AZ0492* NAVD 88     -       307.573  (meters)    1009.10   (feet)  ADJUSTED  
 AZ0492  ___________________________________________________________________
 AZ0492  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0492  DYNAMIC HT  -         307.124 (meters)    1007.62  (feet)  COMP
 AZ0492  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AZ0492
 AZ0492  VERT ORDER  -  FIRST     CLASS II
 AZ0492
 AZ0492.The horizontal coordinates were scaled from a topographic map and have
 AZ0492.an estimated accuracy of +/- 6 seconds.
 AZ0492
 AZ0492.The orthometric height was determined by differential leveling
 AZ0492.and adjusted by the National Geodetic Survey in June 1991..
 AZ0492
 AZ0492.The geoid height was determined by GEOID03.
 AZ0492
 AZ0492.The dynamic height is computed by dividing the NAVD 88
 AZ0492.geopotential number by the normal gravity value computed on the
 AZ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0492.degrees latitude (g = 980.6199 gals.).
 AZ0492
 AZ0492.The modeled gravity was interpolated from observed gravity values.
 AZ0492
 AZ0492;                    North         East    Units  Estimated Accuracy
 AZ0492;SPC TXSC     - 4,149,710.      462,790.      MT  (+/- 180 meters Scaled)
 AZ0492
 AZ0492                          SUPERSEDED SURVEY CONTROL
 AZ0492
 AZ0492.No superseded survey control is available for this station.
 AZ0492
 AZ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT628283(NAD 83)
 AZ0492_MARKER: I = METAL ROD
 AZ0492_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AZ0492_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AZ0492_STAMPING: M 1433 1982
 AZ0492_MARK LOGO: NGS   
 AZ0492_PROJECTION: FLUSH
 AZ0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0492+STABILITY: POSITION/ELEVATION WELL
 AZ0492_ROD/PIPE-DEPTH: 10.7 meters
 AZ0492_SLEEVE-DEPTH  : 9.1 meters
 AZ0492
 AZ0492  HISTORY     - Date     Condition        Report By
 AZ0492  HISTORY     - 1982     MONUMENTED       NGS
 AZ0492  HISTORY     - 1982     GOOD             NGS
 AZ0492  HISTORY     - 1982     GOOD             NGS
 AZ0492  HISTORY     - 19960109 GOOD             USPSQD
 AZ0492
 AZ0492                          STATION DESCRIPTION
 AZ0492
 AZ0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0492'IN SPOFFORD.
 AZ0492'IN SPOFFORD, AT THE SPOFFORD CATHOLIC CHURCH, AT THE NORTHEAST CORNER
 AZ0492'OF CHURCH.  19.8 METERS (65.0 FT) NORTHEAST OF A GRAVEL ROAD.
 AZ0492'2.8 METERS (9.2 FT) NORTHEAST OF NORTHEAST CORNER OF SMALL WOODEN
 AZ0492'CHURCH, 3.5 METERS (11.5 FT) NORTH NORTHEAST OF THE NORTHEAST EDGE OF
 AZ0492'A CONCRETE 5.2 METERS (17.0 FT) NORTH OF THE CENTER OF MAIN ENTRANCE
 AZ0492'DOORS OF CHURCH, 3.4 METERS (11.3 FT) NORTHWEST OF THE NORTHWEST LEG
 AZ0492'OF A CHURCH, 3.4 METERS (11.3 FT) NORTHWEST  OF THE NORTHWEST LEG OF A
 AZ0492'CHURCH BELL.
 AZ0492'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 AZ0492
 AZ0492                          STATION RECOVERY (1982)
 AZ0492
 AZ0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0492'RECOVERED IN GOOD CONDITION.
 AZ0492
 AZ0492                          STATION RECOVERY (1982)
 AZ0492
 AZ0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0492'RECOVERED IN GOOD CONDITION.
 AZ0492
 AZ0492                          STATION RECOVERY (1996)
 AZ0492
 AZ0492'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1616 ***********************************************************************
 AY1616  DESIGNATION -  M 1434
 AY1616  PID         -  AY1616
 AY1616  STATE/COUNTY-  TX/MEDINA
 AY1616  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1616
 AY1616                         *CURRENT SURVEY CONTROL
 AY1616  ___________________________________________________________________
 AY1616* NAD 83(1986)-  29 21 01.     (N)    099 04 01.     (W)     SCALED    
 AY1616* NAVD 88     -       250.541  (meters)     821.98   (feet)  ADJUSTED  
 AY1616  ___________________________________________________________________
 AY1616  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AY1616  DYNAMIC HT  -         250.177 (meters)     820.79  (feet)  COMP
 AY1616  MODELED GRAV-     979,183.0   (mgal)                       NAVD 88
 AY1616
 AY1616  VERT ORDER  -  FIRST     CLASS II
 AY1616
 AY1616.The horizontal coordinates were scaled from a topographic map and have
 AY1616.an estimated accuracy of +/- 6 seconds.
 AY1616
 AY1616.The orthometric height was determined by differential leveling
 AY1616.and adjusted by the National Geodetic Survey in June 1991..
 AY1616
 AY1616.The geoid height was determined by GEOID03.
 AY1616
 AY1616.The dynamic height is computed by dividing the NAVD 88
 AY1616.geopotential number by the normal gravity value computed on the
 AY1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1616.degrees latitude (g = 980.6199 gals.).
 AY1616
 AY1616.The modeled gravity was interpolated from observed gravity values.
 AY1616
 AY1616;                    North         East    Units  Estimated Accuracy
 AY1616;SPC TXSC     - 4,168,120.      593,500.      MT  (+/- 180 meters Scaled)
 AY1616
 AY1616                          SUPERSEDED SURVEY CONTROL
 AY1616
 AY1616.No superseded survey control is available for this station.
 AY1616
 AY1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT935467(NAD 83)
 AY1616_MARKER: I = METAL ROD
 AY1616_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1616+WITH SETTING: INFORMATION.
 AY1616_SP_SET: SHALLOW SET METAL ROD
 AY1616_STAMPING: M 1434 1982
 AY1616_MARK LOGO: NGS   
 AY1616_PROJECTION: FLUSH
 AY1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1616+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1616_ROD/PIPE-DEPTH: 2.7  meters
 AY1616
 AY1616  HISTORY     - Date     Condition        Report By
 AY1616  HISTORY     - 1982     MONUMENTED       NGS
 AY1616  HISTORY     - 19910613 GOOD             USPSQD
 AY1616  HISTORY     - 19950427 GOOD             USPSQD
 AY1616  HISTORY     - 19970211 GOOD             USPSQD
 AY1616  HISTORY     - 20020913 GOOD             USPSQD
 AY1616  HISTORY     - 20050521 GOOD             USPSQD
 AY1616
 AY1616                          STATION DESCRIPTION
 AY1616
 AY1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1616'7.7 KM (4.75 MI) EAST FROM HONDO.
 AY1616'7.7 KM (4.75 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1616'ROAD 462 NORTH IN HONDO, ACROSS HIGHWAY AND ABOUT 400 FT. EAST OF A
 AY1616'HIGHWAY PICNIC AREA, 20.8 METERS (68.3 FT) SOUTH OF CENTERLINE OF
 AY1616'HIGHWAY, 27.4 METERS (90.0 FT) EAST OF A PRIVATE ENTRANCE ROAD,
 AY1616'0.30 METERS (1.0 FT) NORTH OF A FENCE LINE, 1.8 METERS (6.0 FT) EAST
 AY1616'OF A NORTH SOUTH, EAST WEST FENCE LINE INTERSECTION, AND 18.3 METERS
 AY1616'(60.0 FT) EAST OF A TELEPHONE CABLE JUNCTION BOX.  NOTE, ROD DRIVEN TO
 AY1616'REFUSAL.
 AY1616'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AY1616'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1616
 AY1616                          STATION RECOVERY (1991)
 AY1616
 AY1616'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1616'RECOVERED IN GOOD CONDITION.
 AY1616
 AY1616                          STATION RECOVERY (1995)
 AY1616
 AY1616'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1616'RECOVERED IN GOOD CONDITION.
 AY1616
 AY1616                          STATION RECOVERY (1997)
 AY1616
 AY1616'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1616'RECOVERED IN GOOD CONDITION.
 AY1616
 AY1616                          STATION RECOVERY (2002)
 AY1616
 AY1616'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1616'RECOVERED IN GOOD CONDITION.
 AY1616
 AY1616                          STATION RECOVERY (2005)
 AY1616
 AY1616'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 AY1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1205 ***********************************************************************
 AB1205  DESIGNATION -  M 1435
 AB1205  PID         -  AB1205
 AB1205  STATE/COUNTY-  TX/CAMERON
 AB1205  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1205
 AB1205                         *CURRENT SURVEY CONTROL
 AB1205  ___________________________________________________________________
 AB1205* NAD 83(1986)-  25 55 33.     (N)    097 27 26.     (W)     SCALED    
 AB1205* NAVD 88     -         8.088  (meters)      26.54   (feet)  ADJUSTED  
 AB1205  ___________________________________________________________________
 AB1205  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AB1205  DYNAMIC HT  -           8.075 (meters)      26.49  (feet)  COMP
 AB1205  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 AB1205
 AB1205  VERT ORDER  -  FIRST     CLASS II
 AB1205
 AB1205.The horizontal coordinates were scaled from a topographic map and have
 AB1205.an estimated accuracy of +/- 6 seconds.
 AB1205
 AB1205.The orthometric height was determined by differential leveling
 AB1205.and adjusted by the National Geodetic Survey in June 1991..
 AB1205
 AB1205.The geoid height was determined by GEOID03.
 AB1205
 AB1205.The dynamic height is computed by dividing the NAVD 88
 AB1205.geopotential number by the normal gravity value computed on the
 AB1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1205.degrees latitude (g = 980.6199 gals.).
 AB1205
 AB1205.The modeled gravity was interpolated from observed gravity values.
 AB1205
 AB1205;                    North         East    Units  Estimated Accuracy
 AB1205;SPC TX S     - 5,029,150.      404,470.      MT  (+/- 180 meters Scaled)
 AB1205
 AB1205                          SUPERSEDED SURVEY CONTROL
 AB1205
 AB1205.No superseded survey control is available for this station.
 AB1205
 AB1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP545683(NAD 83)
 AB1205_MARKER: I = METAL ROD
 AB1205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1205_SP_SET: STAINLESS STEEL ROD
 AB1205_STAMPING: M 1435 1982
 AB1205_MARK LOGO: NGS   
 AB1205_PROJECTION: RECESSED 5 CENTIMETERS
 AB1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1205_ROD/PIPE-DEPTH: 14.6 meters
 AB1205
 AB1205  HISTORY     - Date     Condition        Report By
 AB1205  HISTORY     - 1982     MONUMENTED       NGS
 AB1205  HISTORY     - 1990     GOOD             USPSQD
 AB1205  HISTORY     - 19910322 GOOD             USPSQD
 AB1205
 AB1205                          STATION DESCRIPTION
 AB1205
 AB1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1205'5.5 KM (3.5 MI) NE FROM BROWNSVILLE.
 AB1205'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1205'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB1205'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB1205'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET) AT ROBINDALE ROAD
 AB1205'LEADING NORTH, 15.5 METERS (51.0 FT) SOUTHEAST OF THE CENTER OF
 AB1205'FOURTEENTH STREET, 13.4 METERS (44.0 FT) NORTH NORTHEAST OF THE CENTER
 AB1205'OF FRUIT DALE DRIVE, 2.4 METERS (8.0 FT) EAST NORTHEAST OF A POWERLINE
 AB1205'POLE NUMBER 5200, 0.9 METER (3.0 FT) EAST OF A STREET LIGHT POLE,
 AB1205'0.3 METER (1.0 FT) NORTHWEST OF A WOODEN FENCE, AND 4.8 METERS
 AB1205'(16.0 FT) EAST OF A 0.9 METER (3.0 FT) IN DIAMETER STEEL BELL SYSTEM
 AB1205'MANHOLE COVER.
 AB1205'THE MARK IS 0.46 METERS  WSW FROM A WITNESS POST.
 AB1205'THE MARK IS ABOVE LEVEL WITH STREET.
 AB1205
 AB1205                          STATION RECOVERY (1990)
 AB1205
 AB1205'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB1205'RECOVERED IN GOOD CONDITION.
 AB1205
 AB1205                          STATION RECOVERY (1991)
 AB1205
 AB1205'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0531 ***********************************************************************
 AZ0531  DESIGNATION -  M 1436
 AZ0531  PID         -  AZ0531
 AZ0531  STATE/COUNTY-  TX/VAL VERDE
 AZ0531  USGS QUAD   -  MUD CREEK NORTH (1978)
 AZ0531
 AZ0531                         *CURRENT SURVEY CONTROL
 AZ0531  ___________________________________________________________________
 AZ0531* NAD 83(1986)-  29 23 21.     (N)    100 44 19.     (W)     SCALED    
 AZ0531* NAVD 88     -       327.095  (meters)    1073.14   (feet)  ADJUSTED  
 AZ0531  ___________________________________________________________________
 AZ0531  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0531  DYNAMIC HT  -         326.615 (meters)    1071.57  (feet)  COMP
 AZ0531  MODELED GRAV-     979,166.1   (mgal)                       NAVD 88
 AZ0531
 AZ0531  VERT ORDER  -  FIRST     CLASS II
 AZ0531
 AZ0531.The horizontal coordinates were scaled from a topographic map and have
 AZ0531.an estimated accuracy of +/- 6 seconds.
 AZ0531
 AZ0531.The orthometric height was determined by differential leveling
 AZ0531.and adjusted by the National Geodetic Survey in June 1991..
 AZ0531
 AZ0531.The geoid height was determined by GEOID03.
 AZ0531
 AZ0531.The dynamic height is computed by dividing the NAVD 88
 AZ0531.geopotential number by the normal gravity value computed on the
 AZ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0531.degrees latitude (g = 980.6199 gals.).
 AZ0531
 AZ0531.The modeled gravity was interpolated from observed gravity values.
 AZ0531
 AZ0531;                    North         East    Units  Estimated Accuracy
 AZ0531;SPC TXSC     - 4,173,680.      431,260.      MT  (+/- 180 meters Scaled)
 AZ0531
 AZ0531                          SUPERSEDED SURVEY CONTROL
 AZ0531
 AZ0531.No superseded survey control is available for this station.
 AZ0531
 AZ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT312523(NAD 83)
 AZ0531_MARKER: I = METAL ROD
 AZ0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0531_SP_SET: STAINLESS STEEL ROD
 AZ0531_STAMPING: M 1436 1982
 AZ0531_MARK LOGO: NGS   
 AZ0531_PROJECTION: FLUSH
 AZ0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0531_ROD/PIPE-DEPTH: 2.4  meters
 AZ0531
 AZ0531  HISTORY     - Date     Condition        Report By
 AZ0531  HISTORY     - 1982     MONUMENTED       NGS
 AZ0531  HISTORY     - 19990525 GOOD             USPSQD
 AZ0531
 AZ0531                          STATION DESCRIPTION
 AZ0531
 AZ0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0531'18.9 KM (11.75 MI) EAST FROM DEL RIO.
 AZ0531'2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAYS 90 AND 277 (AVENUE
 AZ0531'F STREET) FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF U.S.
 AZ0531'HIGHWAY 90 EAST (GIBBS STREET), THENCE 16.7 KM (10.35 MI) EAST ALONG
 AZ0531'U.S. HIGHWAY 90, AT A GRAVELED ROAD LEADING NORTH THROUGH A WELDED ROD
 AZ0531'GATE WITH A 1 INCH SQUARE METAL BAR FRAME, 0.1 KM (0.05 MI) WEST OF
 AZ0531'THE SOUTHERN PACIFIC RAILROAD MILEPOST 368, 27.4 METERS (90.0 FT)
 AZ0531'NORTH NORTHWEST OF THE CENTERLINE OF HIGHWAY 90, 6.1 METERS (20.5 FT)
 AZ0531'WEST SOUTHWEST OF THE CENTER OF THE WELDED ROD GATE, 16.7 METERS
 AZ0531'(55.0 FT) EAST NORTHEAST OF A 12 FT TALL TELEPHONE POLE WITH AN
 AZ0531'UNDERGROUND CABLE WARNING SIGN ATTACHED, 3.0 KM (10.0 FT) ABOVE THE
 AZ0531'GROUND, 0.15 METERS (0.5 FT) SOUTH SOUTHEAST OF THE FENCELINE, AND
 AZ0531'86.2 METERS (283.0 FT) NORTHEAST OF THE EAST NORTHEAST END OF THE EAST
 AZ0531'NORTHEAST HEADWALL OF A 6 CHANNEL CULVERT UNDER HIGHWAY 90.  NOTE, ROD
 AZ0531'ASSUMED ANCHORED IN BED ROCK.
 AZ0531'THE MARK IS 0.4 METERS  ENE FROM A WITNESS POST.
 AZ0531'THE MARK IS 1.0 M BELOW HIGHWAY 90.
 AZ0531
 AZ0531                          STATION RECOVERY (1999)
 AZ0531
 AZ0531'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1662 ***********************************************************************
 AY1662  DESIGNATION -  M 1437
 AY1662  PID         -  AY1662
 AY1662  STATE/COUNTY-  TX/BEXAR
 AY1662  USGS QUAD   -  CASTLE HILLS (1992)
 AY1662
 AY1662                         *CURRENT SURVEY CONTROL
 AY1662  ___________________________________________________________________
 AY1662* NAD 83(1986)-  29 34 22.     (N)    098 35 36.     (W)     SCALED    
 AY1662* NAVD 88     -       302.975  (meters)     994.01   (feet)  ADJUSTED  
 AY1662  ___________________________________________________________________
 AY1662  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AY1662  DYNAMIC HT  -         302.530 (meters)     992.55  (feet)  COMP
 AY1662  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 AY1662
 AY1662  VERT ORDER  -  FIRST     CLASS II
 AY1662
 AY1662.The horizontal coordinates were scaled from a topographic map and have
 AY1662.an estimated accuracy of +/- 6 seconds.
 AY1662
 AY1662.The orthometric height was determined by differential leveling
 AY1662.and adjusted by the National Geodetic Survey in June 1991..
 AY1662
 AY1662.The geoid height was determined by GEOID03.
 AY1662
 AY1662.The dynamic height is computed by dividing the NAVD 88
 AY1662.geopotential number by the normal gravity value computed on the
 AY1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1662.degrees latitude (g = 980.6199 gals.).
 AY1662
 AY1662.The modeled gravity was interpolated from observed gravity values.
 AY1662
 AY1662;                    North         East    Units  Estimated Accuracy
 AY1662;SPC TXSC     - 4,192,850.      639,400.      MT  (+/- 180 meters Scaled)
 AY1662
 AY1662                          SUPERSEDED SURVEY CONTROL
 AY1662
 AY1662.No superseded survey control is available for this station.
 AY1662
 AY1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT393715(NAD 83)
 AY1662_MARKER: I = METAL ROD
 AY1662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1662_SP_SET: STAINLESS STEEL ROD
 AY1662_STAMPING: M 1437 1982
 AY1662_MARK LOGO: NGS   
 AY1662_PROJECTION: FLUSH
 AY1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1662_ROD/PIPE-DEPTH: 6.7  meters
 AY1662
 AY1662  HISTORY     - Date     Condition        Report By
 AY1662  HISTORY     - 1982     MONUMENTED       NGS
 AY1662  HISTORY     - 1990     GOOD             USPSQD
 AY1662  HISTORY     - 19991117 MARK NOT FOUND   USPSQD
 AY1662
 AY1662                          STATION DESCRIPTION
 AY1662
 AY1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1662'21.2 KM (12.6 MI) NW FROM SAN ANTONIO.
 AY1662'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1662'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY1662'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY1662'THENCE 14.0 KM (8.75 MI) NORTHWEST ALONG FREDERICKSBURG ROAD, THENCE
 AY1662'0.4 METER (0.25 MI) NORTHEAST ALONG HUEBNER ROAD, THENCE 3.5 KM
 AY1662'(2.2 MI) NORTHWEST ALONG EAST FRONTAGE ROAD, AT A POWERLINE POLE NO.
 AY1662'N 128 SOUTH OF A SMALL LOCKED METAL GATE, 14.6 METERS (48.0 FT) EAST
 AY1662'NORTHEAST OF THE CENTERLINE OF FRONTAGE ROAD, 3.0 METERS (10.0 FT)
 AY1662'SOUTH SOUTHEAST OF POWERLINE POLE NUMBER N 128 WITH 2 LARGE TELEPHONE
 AY1662'CABLES COMING DOWN THE SOUTH SIDE OF THE POLE, 4.5 METERS (15.0 FT)
 AY1662'SOUTHEAST OF THE CENTER OF A METAL TELEPHONE COMPANY MANHOLE COVER,
 AY1662'AND 83.5 METERS (274.0 FT) NORTH NORTHWEST OF A FIRE HYDRANT.
 AY1662'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 AY1662'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
 AY1662
 AY1662                          STATION RECOVERY (1990)
 AY1662
 AY1662'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1662'RECOVERED IN GOOD CONDITION.
 AY1662
 AY1662                          STATION RECOVERY (1999)
 AY1662
 AY1662'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0511 ***********************************************************************
 AO0511  DESIGNATION -  M 1438
 AO0511  PID         -  AO0511
 AO0511  STATE/COUNTY-  TX/DIMMIT
 AO0511  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0511
 AO0511                         *CURRENT SURVEY CONTROL
 AO0511  ___________________________________________________________________
 AO0511* NAD 83(1986)-  28 23 54.     (N)    099 40 47.     (W)     SCALED    
 AO0511* NAVD 88     -       173.698  (meters)     569.87   (feet)  ADJUSTED  
 AO0511  ___________________________________________________________________
 AO0511  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AO0511  DYNAMIC HT  -         173.434 (meters)     569.01  (feet)  COMP
 AO0511  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 AO0511
 AO0511  VERT ORDER  -  FIRST     CLASS II
 AO0511
 AO0511.The horizontal coordinates were scaled from a topographic map and have
 AO0511.an estimated accuracy of +/- 6 seconds.
 AO0511
 AO0511.The orthometric height was determined by differential leveling
 AO0511.and adjusted by the National Geodetic Survey in June 1991..
 AO0511
 AO0511.The geoid height was determined by GEOID03.
 AO0511
 AO0511.The dynamic height is computed by dividing the NAVD 88
 AO0511.geopotential number by the normal gravity value computed on the
 AO0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0511.degrees latitude (g = 980.6199 gals.).
 AO0511
 AO0511.The modeled gravity was interpolated from observed gravity values.
 AO0511
 AO0511;                    North         East    Units  Estimated Accuracy
 AO0511;SPC TXSC     - 4,062,810.      533,390.      MT  (+/- 180 meters Scaled)
 AO0511
 AO0511                          SUPERSEDED SURVEY CONTROL
 AO0511
 AO0511.No superseded survey control is available for this station.
 AO0511
 AO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS334415(NAD 83)
 AO0511_MARKER: I = METAL ROD
 AO0511_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0511+WITH SETTING: INFORMATION.
 AO0511_SP_SET: SHALLOW SET METAL ROD
 AO0511_STAMPING: M 1438 1982
 AO0511_MARK LOGO: NGS   
 AO0511_PROJECTION: FLUSH
 AO0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0511_ROD/PIPE-DEPTH: 3.4  meters
 AO0511
 AO0511  HISTORY     - Date     Condition        Report By
 AO0511  HISTORY     - 1982     MONUMENTED       NGS
 AO0511  HISTORY     - 19971025 GOOD             USPSQD
 AO0511
 AO0511                          STATION DESCRIPTION
 AO0511
 AO0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0511'9.0 KM (5.6 MI) NW FROM CATARINA.
 AO0511'9.0 KM (5.6 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AO0511'IN CATARINA, 1.0 KM (0.6 MI) NORTH ALONG FARM ROAD 190 FROM THE POST
 AO0511'OFFICE IN ASHERTON, (FORMERLY U.S. HIGHWAY 83) THENCE 1.4 KM (0.9 MI)
 AO0511'SOUTHEAST ALONG FARM ROAD 1557 FROM THE JUNCTION OF FARM ROAD 190 AND
 AO0511'FARM ROAD 1557, THENCE 5.9 KM (3.65 MI) SOUTHEAST ALONG U.S. HIGHWAY
 AO0511'83 FROM THE JUNCTION OF FARM ROAD 1557 AND NEW U.S. HIGHWAY 83,
 AO0511'29.8 METERS (98.0 FT) NORTH NORTHEAST OF THE CENTERLINE OF THE
 AO0511'HIGHWAY, 10.6 METERS (35.0 FT) NORTHWEST OF CENTERLINE OF PRIVATE
 AO0511'DRIVE LEADING NORTHEAST TO STRUMBERG RUN, 0.4 METER (1.3 FT)
 AO0511'SOUTHWEST OF A SEVEN FOOT WOVEN WIRE FENCE, AND 0.4 METER (1.4 FT)
 AO0511'WEST OF THE WEST NORTHWESTERN MOST WOODEN FENCE POST OF THREE LARGE
 AO0511'POSTS.
 AO0511'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 AO0511'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0511
 AO0511                          STATION RECOVERY (1997)
 AO0511
 AO0511'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0131 ***********************************************************************
 AP0131  DESIGNATION -  M 1439
 AP0131  PID         -  AP0131
 AP0131  STATE/COUNTY-  TX/MAVERICK
 AP0131  USGS QUAD   -  SACATOSA TANK (1974)
 AP0131
 AP0131                         *CURRENT SURVEY CONTROL
 AP0131  ___________________________________________________________________
 AP0131* NAD 83(1986)-  28 38 37.     (N)    100 10 42.     (W)     SCALED    
 AP0131* NAVD 88     -       226.897  (meters)     744.41   (feet)  ADJUSTED  
 AP0131  ___________________________________________________________________
 AP0131  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AP0131  DYNAMIC HT  -         226.559 (meters)     743.30  (feet)  COMP
 AP0131  MODELED GRAV-     979,148.5   (mgal)                       NAVD 88
 AP0131
 AP0131  VERT ORDER  -  FIRST     CLASS II
 AP0131
 AP0131.The horizontal coordinates were scaled from a topographic map and have
 AP0131.an estimated accuracy of +/- 6 seconds.
 AP0131
 AP0131.The orthometric height was determined by differential leveling
 AP0131.and adjusted by the National Geodetic Survey in June 1991..
 AP0131
 AP0131.The geoid height was determined by GEOID03.
 AP0131
 AP0131.The dynamic height is computed by dividing the NAVD 88
 AP0131.geopotential number by the normal gravity value computed on the
 AP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0131.degrees latitude (g = 980.6199 gals.).
 AP0131
 AP0131.The modeled gravity was interpolated from observed gravity values.
 AP0131
 AP0131;                    North         East    Units  Estimated Accuracy
 AP0131;SPC TXSC     - 4,090,380.      484,800.      MT  (+/- 180 meters Scaled)
 AP0131
 AP0131                          SUPERSEDED SURVEY CONTROL
 AP0131
 AP0131.No superseded survey control is available for this station.
 AP0131
 AP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS848690(NAD 83)
 AP0131_MARKER: I = METAL ROD
 AP0131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0131_SP_SET: STAINLESS STEEL ROD
 AP0131_STAMPING: M 1439 1982
 AP0131_MARK LOGO: NGS   
 AP0131_PROJECTION: FLUSH
 AP0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0131_ROD/PIPE-DEPTH: 2.4  meters
 AP0131
 AP0131  HISTORY     - Date     Condition        Report By
 AP0131  HISTORY     - 1982     MONUMENTED       NGS
 AP0131
 AP0131                          STATION DESCRIPTION
 AP0131
 AP0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0131'33.0 KM (20.5 MI) EAST FROM EAGLE PASS.
 AP0131'33.0 KM (20.5 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0131'OLD COURTHOUSE IN EAGLE PASS, ALSO ONE BLOCK SOUTHWEST ALONG SIXTH
 AP0131'STREET FROM THE POST OFFICE IN CARRIZO SPRINGS, THENCE 37.8 KM
 AP0131'(23.5 MI) NORTHWEST ALONG U.S. HIGHWAY 277, SET AT THE NORTH RIGHT OF
 AP0131'WAY FENCE LINE AT A POWER POLE, 76.5 METERS (251.0 FT) WEST NORTHWEST
 AP0131'OF THE CENTER OF THE NORTH HEADWALL OF A SMALL CONCRETE CULVERT,
 AP0131'32.9 METERS (108.0 FT) WEST OF THE EXTENDED CENTERLINE OF A TRACK ROAD
 AP0131'LEADING NORTH, 22.7 METERS (74.5) NORTH OF THE CENTERLINE OF THE
 AP0131'HIGHWAY, 0.7 METER (2.3 FT) SOUTH OF A JUNCTION POWER POLE WITH LINES
 AP0131'LEADING EAST AND WEST AND NORTH ALONG THE TRACK ROAD, AND 0.4 METER
 AP0131'(1.3 FT) SOUTH OF RIGHT OF WAY FENCE.
 AP0131'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AP0131'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0156 ***********************************************************************
 AP0156  DESIGNATION -  M 1440
 AP0156  PID         -  AP0156
 AP0156  STATE/COUNTY-  TX/MAVERICK
 AP0156  USGS QUAD   -  QUEMADO SE (1974)
 AP0156
 AP0156                         *CURRENT SURVEY CONTROL
 AP0156  ___________________________________________________________________
 AP0156* NAD 83(1986)-  28 51 14.     (N)    100 32 16.     (W)     SCALED    
 AP0156* NAVD 88     -       258.863  (meters)     849.29   (feet)  ADJUSTED  
 AP0156  ___________________________________________________________________
 AP0156  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AP0156  DYNAMIC HT  -         258.480 (meters)     848.03  (feet)  COMP
 AP0156  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 AP0156
 AP0156  VERT ORDER  -  FIRST     CLASS II
 AP0156
 AP0156.The horizontal coordinates were scaled from a topographic map and have
 AP0156.an estimated accuracy of +/- 6 seconds.
 AP0156
 AP0156.The orthometric height was determined by differential leveling
 AP0156.and adjusted by the National Geodetic Survey in June 1991..
 AP0156
 AP0156.The geoid height was determined by GEOID03.
 AP0156
 AP0156.The dynamic height is computed by dividing the NAVD 88
 AP0156.geopotential number by the normal gravity value computed on the
 AP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0156.degrees latitude (g = 980.6199 gals.).
 AP0156
 AP0156.The modeled gravity was interpolated from observed gravity values.
 AP0156
 AP0156;                    North         East    Units  Estimated Accuracy
 AP0156;SPC TXSC     - 4,114,090.      449,970.      MT  (+/- 180 meters Scaled)
 AP0156
 AP0156                          SUPERSEDED SURVEY CONTROL
 AP0156
 AP0156.No superseded survey control is available for this station.
 AP0156
 AP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS500927(NAD 83)
 AP0156_MARKER: I = METAL ROD
 AP0156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0156_SP_SET: STAINLESS STEEL ROD
 AP0156_STAMPING: M 1440 1982
 AP0156_MARK LOGO: NGS   
 AP0156_PROJECTION: FLUSH
 AP0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0156_ROD/PIPE-DEPTH: 2.4  meters
 AP0156
 AP0156  HISTORY     - Date     Condition        Report By
 AP0156  HISTORY     - 1982     MONUMENTED       NGS
 AP0156
 AP0156                          STATION DESCRIPTION
 AP0156
 AP0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0156'18.0 KM (11.2 MI) NORTH FROM EAGLE PASS.
 AP0156'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0156'EAGLE PASS, THENCE 17.7 KM (11.0 MI) NORTH ALONG U.S. HIGHWAY 277,
 AP0156'CEYLON STREET, AT A POWER POLE WITH LINES CROSSING THE HIGHWAY,
 AP0156'14.5 METERS (47.8 FT) WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AP0156'2.6 METERS (8.8 FT) NORTH OF A 12 INCH CORNER FENCE POST, 2.6 METERS
 AP0156'(8.8 FT) NORTH NORTHWEST OF A POWER POLE NUMBER L 1074, AND 0.4 METER
 AP0156'(1.4 FT) NORTHEAST OF A RIGHT OF WAY FENCE.
 AP0156'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AP0156'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0570 ***********************************************************************
 BN0570  DESIGNATION -  M 1441
 BN0570  PID         -  BN0570
 BN0570  STATE/COUNTY-  TX/MASON
 BN0570  USGS QUAD   -  KATEMCY (1970)
 BN0570
 BN0570                         *CURRENT SURVEY CONTROL
 BN0570  ___________________________________________________________________
 BN0570* NAD 83(1986)-  30 55 41.     (N)    099 16 56.     (W)     SCALED    
 BN0570* NAVD 88     -       516.871  (meters)    1695.77   (feet)  ADJUSTED  
 BN0570  ___________________________________________________________________
 BN0570  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BN0570  DYNAMIC HT  -         516.162 (meters)    1693.44  (feet)  COMP
 BN0570  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 BN0570
 BN0570  VERT ORDER  -  FIRST     CLASS II
 BN0570
 BN0570.The horizontal coordinates were scaled from a topographic map and have
 BN0570.an estimated accuracy of +/- 6 seconds.
 BN0570
 BN0570.The orthometric height was determined by differential leveling
 BN0570.and adjusted by the National Geodetic Survey in June 1991..
 BN0570
 BN0570.The geoid height was determined by GEOID03.
 BN0570
 BN0570.The dynamic height is computed by dividing the NAVD 88
 BN0570.geopotential number by the normal gravity value computed on the
 BN0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0570.degrees latitude (g = 980.6199 gals.).
 BN0570
 BN0570.The modeled gravity was interpolated from observed gravity values.
 BN0570
 BN0570;                    North         East    Units  Estimated Accuracy
 BN0570;SPC TX C     - 3,140,310.      800,450.      MT  (+/- 180 meters Scaled)
 BN0570
 BN0570                          SUPERSEDED SURVEY CONTROL
 BN0570
 BN0570.No superseded survey control is available for this station.
 BN0570
 BN0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV730216(NAD 83)
 BN0570_MARKER: I = METAL ROD
 BN0570_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0570+WITH SETTING: INFORMATION.
 BN0570_SP_SET: SHALLOW SET METAL ROD
 BN0570_STAMPING: M 1441 1982
 BN0570_MARK LOGO: NGS   
 BN0570_PROJECTION: FLUSH
 BN0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0570+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0570_ROD/PIPE-DEPTH: 3.04 meters
 BN0570
 BN0570  HISTORY     - Date     Condition        Report By
 BN0570  HISTORY     - 1982     MONUMENTED       NGS
 BN0570  HISTORY     - 19960213 GOOD             USPSQD
 BN0570  HISTORY     - 20060318 GOOD             USPSQD
 BN0570
 BN0570                          STATION DESCRIPTION
 BN0570
 BN0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0570'21.65 KM (13.45 MI) NW FROM MASON.
 BN0570'21.65 KM (13.45 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE
 BN0570'COURTHOUSE IN MASON, SET NEAR A FIELD ROAD LEADING EAST, 24.1 METERS
 BN0570'(79.5 FT) EAST OF CENTERLINE OF THE HIGHWAY, 9.4 METERS (31.0 FT)
 BN0570'NORTHEAST OF 30 INCH OAK TREE IN RIGHT-OF-WAY, 6.7 METERS (22.0 FT)
 BN0570'SOUTH OF CENTER OF FIELD ROAD LEADING EAST, AND 0.6 METER (2.0 FT)
 BN0570'WEST OF A ROCK FENCE.
 BN0570'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 BN0570'THE MARK IS 1.3 M BELOW HIGHWAY.
 BN0570
 BN0570                          STATION RECOVERY (1996)
 BN0570
 BN0570'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0570'RECOVERED IN GOOD CONDITION.
 BN0570
 BN0570                          STATION RECOVERY (2006)
 BN0570
 BN0570'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0570'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0710 ***********************************************************************
 CB0710  DESIGNATION -  M 1442
 CB0710  PID         -  CB0710
 CB0710  STATE/COUNTY-  TX/IRION
 CB0710  USGS QUAD   -  BARNHART (1971)
 CB0710
 CB0710                         *CURRENT SURVEY CONTROL
 CB0710  ___________________________________________________________________
 CB0710* NAD 83(1986)-  31 08 13.     (N)    101 14 48.     (W)     SCALED    
 CB0710* NAVD 88     -       786.052  (meters)    2578.91   (feet)  ADJUSTED  
 CB0710  ___________________________________________________________________
 CB0710  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CB0710  DYNAMIC HT  -         784.908 (meters)    2575.15  (feet)  COMP
 CB0710  MODELED GRAV-     979,158.7   (mgal)                       NAVD 88
 CB0710
 CB0710  VERT ORDER  -  FIRST     CLASS II
 CB0710
 CB0710.The horizontal coordinates were scaled from a topographic map and have
 CB0710.an estimated accuracy of +/- 6 seconds.
 CB0710
 CB0710.The orthometric height was determined by differential leveling
 CB0710.and adjusted by the National Geodetic Survey in June 1991..
 CB0710
 CB0710.The geoid height was determined by GEOID03.
 CB0710
 CB0710.The dynamic height is computed by dividing the NAVD 88
 CB0710.geopotential number by the normal gravity value computed on the
 CB0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0710.degrees latitude (g = 980.6199 gals.).
 CB0710
 CB0710.The modeled gravity was interpolated from observed gravity values.
 CB0710
 CB0710;                    North         East    Units  Estimated Accuracy
 CB0710;SPC TX C     - 3,163,350.      612,910.      MT  (+/- 180 meters Scaled)
 CB0710
 CB0710                          SUPERSEDED SURVEY CONTROL
 CB0710
 CB0710.No superseded survey control is available for this station.
 CB0710
 CB0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV858469(NAD 83)
 CB0710_MARKER: DB = BENCH MARK DISK
 CB0710_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0710_SP_SET: ABUTMENT
 CB0710_STAMPING: M 1442 1981
 CB0710_MARK LOGO: NGS   
 CB0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0710
 CB0710  HISTORY     - Date     Condition        Report By
 CB0710  HISTORY     - 1981     MONUMENTED       NGS
 CB0710
 CB0710                          STATION DESCRIPTION
 CB0710
 CB0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0710'21.9 KM (13.6 MI) EAST FROM BIG LAKE.
 CB0710'21.9 KM (13.6 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0710'WITH STATE HIGHWAY 137 IN BIG LAKE, IN THE TOP OF THE NORTHWEST END OF
 CB0710'THE CONCRETE ABUTMENT OF A BRIDGE OVER TEPEE CREEK AND 7.8 METERS
 CB0710'(25.6 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CB0710'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0456 ***********************************************************************
 AZ0456  DESIGNATION -  M 1443
 AZ0456  PID         -  AZ0456
 AZ0456  STATE/COUNTY-  TX/VAL VERDE
 AZ0456  USGS QUAD   -  ROUGH CANYON (1972)
 AZ0456
 AZ0456                         *CURRENT SURVEY CONTROL
 AZ0456  ___________________________________________________________________
 AZ0456* NAD 83(1986)-  29 32 39.     (N)    100 53 50.     (W)     SCALED    
 AZ0456* NAVD 88     -       368.278  (meters)    1208.26   (feet)  ADJUSTED  
 AZ0456  ___________________________________________________________________
 AZ0456  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AZ0456  DYNAMIC HT  -         367.742 (meters)    1206.50  (feet)  COMP
 AZ0456  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 AZ0456
 AZ0456  VERT ORDER  -  FIRST     CLASS II
 AZ0456
 AZ0456.The horizontal coordinates were scaled from a topographic map and have
 AZ0456.an estimated accuracy of +/- 6 seconds.
 AZ0456
 AZ0456.The orthometric height was determined by differential leveling
 AZ0456.and adjusted by the National Geodetic Survey in June 1991..
 AZ0456
 AZ0456.The geoid height was determined by GEOID03.
 AZ0456
 AZ0456.The dynamic height is computed by dividing the NAVD 88
 AZ0456.geopotential number by the normal gravity value computed on the
 AZ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0456.degrees latitude (g = 980.6199 gals.).
 AZ0456
 AZ0456.The modeled gravity was interpolated from observed gravity values.
 AZ0456
 AZ0456;                    North         East    Units  Estimated Accuracy
 AZ0456;SPC TXSC     - 4,191,100.      416,150.      MT  (+/- 180 meters Scaled)
 AZ0456
 AZ0456                          SUPERSEDED SURVEY CONTROL
 AZ0456
 AZ0456.No superseded survey control is available for this station.
 AZ0456
 AZ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT161697(NAD 83)
 AZ0456_MARKER: DB = BENCH MARK DISK
 AZ0456_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0456_SP_SET: ROCK OUTCROP
 AZ0456_STAMPING: M 1443 1981
 AZ0456_MARK LOGO: NGS   
 AZ0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0456+STABILITY: POSITION/ELEVATION WELL
 AZ0456
 AZ0456  HISTORY     - Date     Condition        Report By
 AZ0456  HISTORY     - 1981     MONUMENTED       NGS
 AZ0456  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0456
 AZ0456                          STATION DESCRIPTION
 AZ0456
 AZ0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0456'13.6 KM (8.45 MI) NORTH FROM DEL RIO.
 AZ0456'13.6 KM (8.45 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0456'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, 0.5 KM
 AZ0456'(0.3 MI) SOUTHWEST OF A SIDE ROAD LEADING NORTHWEST, IN THE TOP OF A 5
 AZ0456'BY 5 FT EXPOSED AREA OF OUTCROPPING BEDROCK NEAR THE MIDDLE OF A CUT
 AZ0456'BANK AND 13.4 METERS (44.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AZ0456'HIGHWAY.
 AZ0456'THE MARK IS 13.7 METERS  NW FROM  A WITNESS POST AND FENCE
 AZ0456'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 AZ0456
 AZ0456                          STATION RECOVERY (1999)
 AZ0456
 AZ0456'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0483 ***********************************************************************
 AZ0483  DESIGNATION -  M 1444
 AZ0483  PID         -  AZ0483
 AZ0483  STATE/COUNTY-  TX/EDWARDS
 AZ0483  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0483
 AZ0483                         *CURRENT SURVEY CONTROL
 AZ0483  ___________________________________________________________________
 AZ0483* NAD 83(1986)-  29 52 41.     (N)    100 33 30.     (W)     SCALED    
 AZ0483* NAVD 88     -       711.803  (meters)    2335.31   (feet)  ADJUSTED  
 AZ0483  ___________________________________________________________________
 AZ0483  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 AZ0483  DYNAMIC HT  -         710.741 (meters)    2331.82  (feet)  COMP
 AZ0483  MODELED GRAV-     979,126.0   (mgal)                       NAVD 88
 AZ0483
 AZ0483  VERT ORDER  -  FIRST     CLASS II
 AZ0483
 AZ0483.The horizontal coordinates were scaled from a topographic map and have
 AZ0483.an estimated accuracy of +/- 6 seconds.
 AZ0483
 AZ0483.The orthometric height was determined by differential leveling
 AZ0483.and adjusted by the National Geodetic Survey in June 1991..
 AZ0483
 AZ0483.The geoid height was determined by GEOID03.
 AZ0483
 AZ0483.The dynamic height is computed by dividing the NAVD 88
 AZ0483.geopotential number by the normal gravity value computed on the
 AZ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0483.degrees latitude (g = 980.6199 gals.).
 AZ0483
 AZ0483.The modeled gravity was interpolated from observed gravity values.
 AZ0483
 AZ0483;                    North         East    Units  Estimated Accuracy
 AZ0483;SPC TXSC     - 4,227,620.      449,480.      MT  (+/- 180 meters Scaled)
 AZ0483
 AZ0483                          SUPERSEDED SURVEY CONTROL
 AZ0483
 AZ0483.No superseded survey control is available for this station.
 AZ0483
 AZ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU495062(NAD 83)
 AZ0483_MARKER: DB = BENCH MARK DISK
 AZ0483_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0483_SP_SET: ROCK OUTCROP
 AZ0483_STAMPING: M 1444 1981
 AZ0483_MARK LOGO: NGS   
 AZ0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0483+STABILITY: POSITION/ELEVATION WELL
 AZ0483
 AZ0483  HISTORY     - Date     Condition        Report By
 AZ0483  HISTORY     - 1981     MONUMENTED       NGS
 AZ0483
 AZ0483                          STATION DESCRIPTION
 AZ0483
 AZ0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0483'44.6 KM (27.7 MI) SW FROM ROCKSPRINGS.
 AZ0483'44.6 KM (27.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0483'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 6 FT EXPOSED
 AZ0483'AREA OF OUTCROPPING BEDROCK, 65.7 METERS (215.5 FT) NORTH-NORTHEAST OF
 AZ0483'THE CENTER OF A FIELD ENTRANCE ROAD, 15.4 METERS (50.5 FT)
 AZ0483'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.6 METERS (8.5
 AZ0483'FT) EAST-SOUTHEAST OF A FENCE.
 AZ0483'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 AZ0483'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0422 ***********************************************************************
 BO0422  DESIGNATION -  M 1445
 BO0422  PID         -  BO0422
 BO0422  STATE/COUNTY-  TX/EDWARDS
 BO0422  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0422
 BO0422                         *CURRENT SURVEY CONTROL
 BO0422  ___________________________________________________________________
 BO0422* NAD 83(1986)-  30 08 45.     (N)    100 04 21.     (W)     SCALED    
 BO0422* NAVD 88     -       677.166  (meters)    2221.67   (feet)  ADJUSTED  
 BO0422  ___________________________________________________________________
 BO0422  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0422  DYNAMIC HT  -         676.171 (meters)    2218.40  (feet)  COMP
 BO0422  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 BO0422
 BO0422  VERT ORDER  -  FIRST     CLASS II
 BO0422
 BO0422.The horizontal coordinates were scaled from a topographic map and have
 BO0422.an estimated accuracy of +/- 6 seconds.
 BO0422
 BO0422.The orthometric height was determined by differential leveling
 BO0422.and adjusted by the National Geodetic Survey in June 1991..
 BO0422
 BO0422.The geoid height was determined by GEOID03.
 BO0422
 BO0422.The dynamic height is computed by dividing the NAVD 88
 BO0422.geopotential number by the normal gravity value computed on the
 BO0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0422.degrees latitude (g = 980.6199 gals.).
 BO0422
 BO0422.The modeled gravity was interpolated from observed gravity values.
 BO0422
 BO0422;                    North         East    Units  Estimated Accuracy
 BO0422;SPC TXSC     - 4,256,770.      496,680.      MT  (+/- 180 meters Scaled)
 BO0422
 BO0422                          SUPERSEDED SURVEY CONTROL
 BO0422
 BO0422.No superseded survey control is available for this station.
 BO0422
 BO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU967354(NAD 83)
 BO0422_MARKER: DB = BENCH MARK DISK
 BO0422_SETTING: 66 = SET IN ROCK OUTCROP
 BO0422_SP_SET: ROCK OUTCROP
 BO0422_STAMPING: M 1445 1981
 BO0422_MARK LOGO: NGS   
 BO0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0422+STABILITY: POSITION/ELEVATION WELL
 BO0422
 BO0422  HISTORY     - Date     Condition        Report By
 BO0422  HISTORY     - 1981     MONUMENTED       NGS
 BO0422
 BO0422                          STATION DESCRIPTION
 BO0422
 BO0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0422'20.7 KM (12.85 MI) NE FROM ROCKSPRINGS.
 BO0422'20.7 KM (12.85 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0422'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 10 FT EXPOSED
 BO0422'AREA OF OUTCROPPING BEDROCK, 9.3 METERS (30.5 FT) NORTH-NORTHWEST OF
 BO0422'THE CENTERLINE OF THE HIGHWAY AND 9.0 METERS (29.5 FT) SOUTH-SOUTHEAST
 BO0422'OF A FENCE.
 BO0422'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 BO0422'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0747 ***********************************************************************
 CB0747  DESIGNATION -  M 1446
 CB0747  PID         -  CB0747
 CB0747  STATE/COUNTY-  TX/TOM GREEN
 CB0747  USGS QUAD   -  TWIN BUTTES (1978)
 CB0747
 CB0747                         *CURRENT SURVEY CONTROL
 CB0747  ___________________________________________________________________
 CB0747* NAD 83(1986)-  31 23 44.     (N)    100 34 44.     (W)     SCALED    
 CB0747* NAVD 88     -       610.118  (meters)    2001.70   (feet)  ADJUSTED  
 CB0747  ___________________________________________________________________
 CB0747  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CB0747  DYNAMIC HT  -         609.284 (meters)    1998.96  (feet)  COMP
 CB0747  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 CB0747
 CB0747  VERT ORDER  -  FIRST     CLASS II
 CB0747
 CB0747.The horizontal coordinates were scaled from a topographic map and have
 CB0747.an estimated accuracy of +/- 6 seconds.
 CB0747
 CB0747.The orthometric height was determined by differential leveling
 CB0747.and adjusted by the National Geodetic Survey in June 1991..
 CB0747
 CB0747.The geoid height was determined by GEOID03.
 CB0747
 CB0747.The dynamic height is computed by dividing the NAVD 88
 CB0747.geopotential number by the normal gravity value computed on the
 CB0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0747.degrees latitude (g = 980.6199 gals.).
 CB0747
 CB0747.The modeled gravity was interpolated from observed gravity values.
 CB0747
 CB0747;                    North         East    Units  Estimated Accuracy
 CB0747;SPC TX C     - 3,191,680.      676,650.      MT  (+/- 180 meters Scaled)
 CB0747
 CB0747                          SUPERSEDED SURVEY CONTROL
 CB0747
 CB0747.No superseded survey control is available for this station.
 CB0747
 CB0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV498745(NAD 83)
 CB0747_MARKER: I = METAL ROD
 CB0747_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0747_SP_SET: STAINLESS STEEL ROD
 CB0747_STAMPING: M 1446 1981
 CB0747_MARK LOGO: NGS   
 CB0747_PROJECTION: FLUSH
 CB0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0747_ROD/PIPE-DEPTH: 3.4  meters
 CB0747
 CB0747  HISTORY     - Date     Condition        Report By
 CB0747  HISTORY     - 1981     MONUMENTED       NGS
 CB0747
 CB0747                          STATION DESCRIPTION
 CB0747
 CB0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0747'16.5 KM (10.2 MI) SW FROM SAN ANGELO.
 CB0747'1.0 KM (0.6 MI) NORTH ALONG CHADBOURNE STREET FROM THE ATCHISON,
 CB0747'TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE 15.5 KM
 CB0747'(9.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 67 (BEAUREGARD AVENUE), 0.3
 CB0747'KM (0.2 MI) SOUTHWEST OF A TRACK ROAD LEADING SOUTH, 21.3 METERS (69.9
 CB0747'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.7 METERS (38.4 FT)
 CB0747'EAST OF THE CENTER OF A PRIVATE DRIVEWAY AND 0.9 METER (3.0 FT)
 CB0747'NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CB0747'THROUGH A 5-INCH LOGO CAP.
 CB0747'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CB0747'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0789 ***********************************************************************
 CA0789  DESIGNATION -  M 1447
 CA0789  PID         -  CA0789
 CA0789  STATE/COUNTY-  TX/MCCULLOCH
 CA0789  USGS QUAD   -  BRADY SW (1987)
 CA0789
 CA0789                         *CURRENT SURVEY CONTROL
 CA0789  ___________________________________________________________________
 CA0789* NAD 83(1986)-  31 02 03.     (N)    099 25 35.     (W)     SCALED    
 CA0789* NAVD 88     -       598.887  (meters)    1964.85   (feet)  ADJUSTED  
 CA0789  ___________________________________________________________________
 CA0789  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CA0789  DYNAMIC HT  -         598.073 (meters)    1962.18  (feet)  COMP
 CA0789  MODELED GRAV-     979,262.1   (mgal)                       NAVD 88
 CA0789
 CA0789  VERT ORDER  -  FIRST     CLASS II
 CA0789
 CA0789.The horizontal coordinates were scaled from a topographic map and have
 CA0789.an estimated accuracy of +/- 6 seconds.
 CA0789
 CA0789.The orthometric height was determined by differential leveling
 CA0789.and adjusted by the National Geodetic Survey in June 1991..
 CA0789
 CA0789.The geoid height was determined by GEOID03.
 CA0789
 CA0789.The dynamic height is computed by dividing the NAVD 88
 CA0789.geopotential number by the normal gravity value computed on the
 CA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0789.degrees latitude (g = 980.6199 gals.).
 CA0789
 CA0789.The modeled gravity was interpolated from observed gravity values.
 CA0789
 CA0789;                    North         East    Units  Estimated Accuracy
 CA0789;SPC TX C     - 3,151,950.      786,580.      MT  (+/- 180 meters Scaled)
 CA0789
 CA0789                          SUPERSEDED SURVEY CONTROL
 CA0789
 CA0789.No superseded survey control is available for this station.
 CA0789
 CA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV593334(NAD 83)
 CA0789_MARKER: DB = BENCH MARK DISK
 CA0789_SETTING: 66 = SET IN ROCK OUTCROP
 CA0789_SP_SET: ROCK OUTCROP
 CA0789_STAMPING: M 1447 1981
 CA0789_MARK LOGO: NGS   
 CA0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0789+STABILITY: POSITION/ELEVATION WELL
 CA0789
 CA0789  HISTORY     - Date     Condition        Report By
 CA0789  HISTORY     - 1981     MONUMENTED       NGS
 CA0789  HISTORY     - 19950827 GOOD             USPSQD
 CA0789
 CA0789                          STATION DESCRIPTION
 CA0789
 CA0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0789'16.0 KM (9.95 MI) SW FROM BRADY.
 CA0789'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0789'THE COURTHOUSE IN BRADY, THENCE 13.7 KM (8.5 MI) SOUTHWESTERLY ALONG
 CA0789'U.S. HIGHWAY 190, IN A 6 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 CA0789'65.0 METERS (213.3 FT) WEST OF THE CENTER OF A TRACK ROAD LEADING
 CA0789'SOUTH, 21.3 METERS (69.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY
 CA0789'AND 0.4 METER (1.3 FT) NORTH OF A FENCE.
 CA0789'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CA0789'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0789
 CA0789                          STATION RECOVERY (1995)
 CA0789
 CA0789'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0479 ***********************************************************************
 BN0479  DESIGNATION -  M 1448
 BN0479  PID         -  BN0479
 BN0479  STATE/COUNTY-  TX/MENARD
 BN0479  USGS QUAD   -  MENARD (1987)
 BN0479
 BN0479                         *CURRENT SURVEY CONTROL
 BN0479  ___________________________________________________________________
 BN0479* NAD 83(1986)-  30 56 40.     (N)    099 45 54.     (W)     SCALED    
 BN0479* NAVD 88     -       611.314  (meters)    2005.62   (feet)  ADJUSTED  
 BN0479  ___________________________________________________________________
 BN0479  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BN0479  DYNAMIC HT  -         610.460 (meters)    2002.82  (feet)  COMP
 BN0479  MODELED GRAV-     979,223.8   (mgal)                       NAVD 88
 BN0479
 BN0479  VERT ORDER  -  FIRST     CLASS II
 BN0479
 BN0479.The horizontal coordinates were scaled from a topographic map and have
 BN0479.an estimated accuracy of +/- 6 seconds.
 BN0479
 BN0479.The orthometric height was determined by differential leveling
 BN0479.and adjusted by the National Geodetic Survey in June 1991..
 BN0479
 BN0479.The geoid height was determined by GEOID03.
 BN0479
 BN0479.The dynamic height is computed by dividing the NAVD 88
 BN0479.geopotential number by the normal gravity value computed on the
 BN0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0479.degrees latitude (g = 980.6199 gals.).
 BN0479
 BN0479.The modeled gravity was interpolated from observed gravity values.
 BN0479
 BN0479;                    North         East    Units  Estimated Accuracy
 BN0479;SPC TX C     - 3,141,790.      754,300.      MT  (+/- 180 meters Scaled)
 BN0479
 BN0479                          SUPERSEDED SURVEY CONTROL
 BN0479
 BN0479.No superseded survey control is available for this station.
 BN0479
 BN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV269236(NAD 83)
 BN0479_MARKER: DB = BENCH MARK DISK
 BN0479_SETTING: 66 = SET IN ROCK OUTCROP
 BN0479_SP_SET: ROCK OUTCROP
 BN0479_STAMPING: M 1448 1981
 BN0479_MARK LOGO: NGS   
 BN0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0479
 BN0479  HISTORY     - Date     Condition        Report By
 BN0479  HISTORY     - 1981     MONUMENTED       NGS
 BN0479  HISTORY     - 19951104 GOOD             USPSQD
 BN0479
 BN0479                          STATION DESCRIPTION
 BN0479
 BN0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0479'1.7 KM (1.05 MI) NE FROM MENARD.
 BN0479'1.7 KM (1.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0479'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, 0.6 KM
 BN0479'(0.35 MI) WEST OF A TRACK ROAD LEADING SOUTHWEST, IN A 3 BY 4 FT
 BN0479'EXPOSED AREA OF OUTCROPPING BEDROCK, 12.0 METERS (39.4 FT)
 BN0479'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 6.3 METERS (20.7
 BN0479'FT) SOUTH-SOUTHEAST OF A FENCE.
 BN0479'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 BN0479'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BN0479
 BN0479                          STATION RECOVERY (1995)
 BN0479
 BN0479'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0456 ***********************************************************************
 BN0456  DESIGNATION -  M 1449
 BN0456  PID         -  BN0456
 BN0456  STATE/COUNTY-  TX/KIMBLE
 BN0456  USGS QUAD   -  JULIO DRAW (1970)
 BN0456
 BN0456                         *CURRENT SURVEY CONTROL
 BN0456  ___________________________________________________________________
 BN0456* NAD 83(1986)-  30 39 55.     (N)    099 46 53.     (W)     SCALED    
 BN0456* NAVD 88     -       659.500  (meters)    2163.71   (feet)  ADJUSTED  
 BN0456  ___________________________________________________________________
 BN0456  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 BN0456  DYNAMIC HT  -         658.564 (meters)    2160.64  (feet)  COMP
 BN0456  MODELED GRAV-     979,201.1   (mgal)                       NAVD 88
 BN0456
 BN0456  VERT ORDER  -  FIRST     CLASS II
 BN0456
 BN0456.The horizontal coordinates were scaled from a topographic map and have
 BN0456.an estimated accuracy of +/- 6 seconds.
 BN0456
 BN0456.The orthometric height was determined by differential leveling
 BN0456.and adjusted by the National Geodetic Survey in June 1991..
 BN0456
 BN0456.The geoid height was determined by GEOID03.
 BN0456
 BN0456.The dynamic height is computed by dividing the NAVD 88
 BN0456.geopotential number by the normal gravity value computed on the
 BN0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0456.degrees latitude (g = 980.6199 gals.).
 BN0456
 BN0456.The modeled gravity was interpolated from observed gravity values.
 BN0456
 BN0456;                    North         East    Units  Estimated Accuracy
 BN0456;SPC TX C     - 3,110,830.      752,890.      MT  (+/- 180 meters Scaled)
 BN0456
 BN0456                          SUPERSEDED SURVEY CONTROL
 BN0456
 BN0456.No superseded survey control is available for this station.
 BN0456
 BN0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU251927(NAD 83)
 BN0456_MARKER: DB = BENCH MARK DISK
 BN0456_SETTING: 66 = SET IN ROCK OUTCROP
 BN0456_SP_SET: ROCK OUTCROP
 BN0456_STAMPING: M 1449 1982
 BN0456_MARK LOGO: NGS   
 BN0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0456
 BN0456  HISTORY     - Date     Condition        Report By
 BN0456  HISTORY     - 1982     MONUMENTED       NGS
 BN0456  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0456  HISTORY     - 19950731 MARK NOT FOUND   USPSQD
 BN0456
 BN0456                          STATION DESCRIPTION
 BN0456
 BN0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0456'20.6 KM (12.8 MI) NORTH FROM JUNCTION.
 BN0456'20.6 KM (12.8 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0456'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 0.2 KM (0.1
 BN0456'MI) NORTH OF THE NORTH END OF A ROADSIDE PARK, IN AN EXPOSED AREA OF
 BN0456'BEDROCK AT A HIGHWAY CUT, 10.1 METERS (33.1 FT) EAST OF THE CENTERLINE
 BN0456'OF THE HIGHWAY AND 8.4 METERS (27.6 FT) WEST OF A FENCE.
 BN0456'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0456'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 BN0456
 BN0456                          STATION RECOVERY (1991)
 BN0456
 BN0456'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0456'MARK NOT FOUND.
 BN0456
 BN0456                          STATION RECOVERY (1995)
 BN0456
 BN0456'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0833 ***********************************************************************
 BN0833  DESIGNATION -  M 1449 RESET
 BN0833  PID         -  BN0833
 BN0833  STATE/COUNTY-  TX/KIMBLE
 BN0833  USGS QUAD   -  JULIO DRAW (1970)
 BN0833
 BN0833                         *CURRENT SURVEY CONTROL
 BN0833  ___________________________________________________________________
 BN0833* NAD 83(1986)-  30 39 55.     (N)    099 46 53.     (W)     SCALED    
 BN0833* NAVD 88     -       659.92   (meters)    2165.1    (feet)  RESET     
 BN0833  ___________________________________________________________________
 BN0833  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 BN0833
 BN0833  VERT ORDER  -  THIRD
 BN0833
 BN0833.The horizontal coordinates were scaled from a topographic map and have
 BN0833.an estimated accuracy of +/- 6 seconds.
 BN0833
 BN0833.The orthometric height was computed from unverified reset data.
 BN0833
 BN0833.The geoid height was determined by GEOID03.
 BN0833
 BN0833;                    North         East    Units  Estimated Accuracy
 BN0833;SPC TX C     - 3,110,830.      752,890.      MT  (+/- 180 meters Scaled)
 BN0833
 BN0833                          SUPERSEDED SURVEY CONTROL
 BN0833
 BN0833.No superseded survey control is available for this station.
 BN0833
 BN0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU251927(NAD 83)
 BN0833_MARKER: DV = VERTICAL CONTROL DISK
 BN0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0833_SP_SET: CONCRETE POST
 BN0833_STAMPING: M 1449 RESET 1986
 BN0833_MARK LOGO: NGS   
 BN0833_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0833+STABILITY: SURFACE MOTION
 BN0833
 BN0833  HISTORY     - Date     Condition        Report By
 BN0833  HISTORY     - 1986     MONUMENTED       TXHD
 BN0833
 BN0833                          STATION DESCRIPTION
 BN0833
 BN0833'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 BN0833'12.8 MI (20.6 KM) NORTH ALONG US HIGHWAY 83 FROM ITS JUNCTION WITH US
 BN0833'HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 59 FEET (18.0 M)
 BN0833'EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY US 83 AT ENGINEERS
 BN0833'CENTERLINE STATION 692+43.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0856 ***********************************************************************
 FL0856  DESIGNATION -  M 145
 FL0856  PID         -  FL0856
 FL0856  STATE/COUNTY-  TX/GRAY
 FL0856  USGS QUAD   -  GROOM (1983)
 FL0856
 FL0856                         *CURRENT SURVEY CONTROL
 FL0856  ___________________________________________________________________
 FL0856* NAD 83(1986)-  35 11 06.     (N)    101 01 34.     (W)     SCALED    
 FL0856* NAVD 88     -       986.077  (meters)    3235.15   (feet)  ADJUSTED  
 FL0856  ___________________________________________________________________
 FL0856  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0856  DYNAMIC HT  -         984.941 (meters)    3231.43  (feet)  COMP
 FL0856  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 FL0856
 FL0856  VERT ORDER  -  FIRST     CLASS II
 FL0856
 FL0856.The horizontal coordinates were scaled from a topographic map and have
 FL0856.an estimated accuracy of +/- 6 seconds.
 FL0856
 FL0856.The orthometric height was determined by differential leveling
 FL0856.and adjusted by the National Geodetic Survey in June 1991..
 FL0856
 FL0856.The geoid height was determined by GEOID03.
 FL0856
 FL0856.The dynamic height is computed by dividing the NAVD 88
 FL0856.geopotential number by the normal gravity value computed on the
 FL0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0856.degrees latitude (g = 980.6199 gals.).
 FL0856
 FL0856.The modeled gravity was interpolated from observed gravity values.
 FL0856
 FL0856;                    North         East    Units  Estimated Accuracy
 FL0856;SPC TX N     - 1,131,560.      243,160.      MT  (+/- 180 meters Scaled)
 FL0856
 FL0856                          SUPERSEDED SURVEY CONTROL
 FL0856
 FL0856  NGVD 29 (??/??/92)  985.638  (m)         3233.71   (f) ADJ UNCH    1 2
 FL0856
 FL0856.Superseded values are not recommended for survey control.
 FL0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0856.See file dsdata.txt to determine how the superseded data were derived.
 FL0856
 FL0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD155954(NAD 83)
 FL0856_MARKER: DB = BENCH MARK DISK
 FL0856_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FL0856_SP_SET: HEADWALL
 FL0856_STAMPING: M 145 1938
 FL0856_MARK LOGO: CGS   
 FL0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0856+STABILITY: SURFACE MOTION
 FL0856
 FL0856  HISTORY     - Date     Condition        Report By
 FL0856  HISTORY     - 1938     MONUMENTED       CGS
 FL0856  HISTORY     - 1943     GOOD             NGS
 FL0856  HISTORY     - 1971     GOOD             NGS
 FL0856  HISTORY     - 1984     GOOD             NGS
 FL0856
 FL0856                          STATION DESCRIPTION
 FL0856
 FL0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0856'5 MI E FROM GROOM.
 FL0856'IN GRAY COUNTY, 5.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 FL0856'PACIFIC RAILROAD FROM THE STATION AT GROOM, CARSON COUNTY, OPPOSITE
 FL0856'TRESTLE 7146, 75 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A
 FL0856'CONCRETE CULVEERT UNDER U.S. HIGHWAY 66, IN THE TOP OF THE EAST END OF
 FL0856'THE SOUTH HEADWALL, AND 18 FEET SOUTH OF THE CENTERLINE OF THE
 FL0856'HIGHWAY.  A STANDARD DISK, STAMPED M 145 1938.
 FL0856
 FL0856                          STATION RECOVERY (1971)
 FL0856
 FL0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FL0856'RECOVERED IN GOOD CONDITION.
 FL0856
 FL0856                          STATION RECOVERY (1984)
 FL0856
 FL0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0856'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0856'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0856'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 10.8 KM (6.7 MI)
 FL0856'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0857 ***********************************************************************
 FL0857  DESIGNATION -  M 145 RESET
 FL0857  PID         -  FL0857
 FL0857  STATE/COUNTY-  TX/CARSON
 FL0857  USGS QUAD   -  GROOM (1983)
 FL0857
 FL0857                         *CURRENT SURVEY CONTROL
 FL0857  ___________________________________________________________________
 FL0857* NAD 83(1986)-  35 11 06.     (N)    101 01 33.     (W)     SCALED    
 FL0857* NAVD 88     -       985.491  (meters)    3233.23   (feet)  ADJUSTED  
 FL0857  ___________________________________________________________________
 FL0857  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0857  DYNAMIC HT  -         984.355 (meters)    3229.50  (feet)  COMP
 FL0857  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 FL0857
 FL0857  VERT ORDER  -  FIRST     CLASS II
 FL0857
 FL0857.The horizontal coordinates were scaled from a topographic map and have
 FL0857.an estimated accuracy of +/- 6 seconds.
 FL0857
 FL0857.The orthometric height was determined by differential leveling
 FL0857.and adjusted by the National Geodetic Survey in June 1991..
 FL0857
 FL0857.The geoid height was determined by GEOID03.
 FL0857
 FL0857.The dynamic height is computed by dividing the NAVD 88
 FL0857.geopotential number by the normal gravity value computed on the
 FL0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0857.degrees latitude (g = 980.6199 gals.).
 FL0857
 FL0857.The modeled gravity was interpolated from observed gravity values.
 FL0857
 FL0857;                    North         East    Units  Estimated Accuracy
 FL0857;SPC TX N     - 1,131,560.      243,180.      MT  (+/- 180 meters Scaled)
 FL0857
 FL0857                          SUPERSEDED SURVEY CONTROL
 FL0857
 FL0857.No superseded survey control is available for this station.
 FL0857
 FL0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD155954(NAD 83)
 FL0857_MARKER: DB = BENCH MARK DISK
 FL0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0857_SP_SET: CONCRETE POST
 FL0857_STAMPING: M 145 RESET 1971
 FL0857_MARK LOGO: NGS   
 FL0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0857+STABILITY: SURFACE MOTION
 FL0857
 FL0857  HISTORY     - Date     Condition        Report By
 FL0857  HISTORY     - 1971     MONUMENTED       NGS
 FL0857  HISTORY     - 1984     GOOD             NGS
 FL0857
 FL0857                          STATION DESCRIPTION
 FL0857
 FL0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FL0857'4.8 MI E FROM GROOM.
 FL0857'ABOUT 4.7 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE CHICAGO, ROCK
 FL0857'ISLAND AND PACIFIC RAILROAD DEPOT IN GROOM, 70 FEET SOUTH OF THE
 FL0857'PRESENT CENTER-LINE OF U.S. HWY.  66 EAST BOUND TRAFFIC LANE 65 FEET
 FL0857'SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE, 64 FEET NORTHEAST OF THE
 FL0857'NORTHEST CORNER OF A WOODEN RAILROAD BRIDGE, 41 FEET NORTH OF THE
 FL0857'NORTH RAIL OF RAILROAD TRACKS, 4 FEET WEST OF A TELEPHONE POLE AND 3.4
 FL0857'FEET EAST OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK, SET IN
 FL0857'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 8-INCHES AND IS STAMPED
 FL0857'M 145 RESET 1971.
 FL0857
 FL0857                          STATION RECOVERY (1984)
 FL0857
 FL0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0857'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0857'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0857'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 10.8 KM (6.7 MI)
 FL0857'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0809 ***********************************************************************
 CT0809  DESIGNATION -  M 1450
 CT0809  PID         -  CT0809
 CT0809  STATE/COUNTY-  TX/COLEMAN
 CT0809  USGS QUAD   -  GOLDSBORO (1967)
 CT0809
 CT0809                         *CURRENT SURVEY CONTROL
 CT0809  ___________________________________________________________________
 CT0809* NAD 83(1986)-  32 00 56.     (N)    099 38 30.     (W)     SCALED    
 CT0809* NAVD 88     -       569.542  (meters)    1868.57   (feet)  ADJUSTED  
 CT0809  ___________________________________________________________________
 CT0809  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CT0809  DYNAMIC HT  -         568.793 (meters)    1866.12  (feet)  COMP
 CT0809  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 CT0809
 CT0809  VERT ORDER  -  FIRST     CLASS II
 CT0809
 CT0809.The horizontal coordinates were scaled from a topographic map and have
 CT0809.an estimated accuracy of +/- 6 seconds.
 CT0809
 CT0809.The orthometric height was determined by differential leveling
 CT0809.and adjusted by the National Geodetic Survey in June 1991..
 CT0809
 CT0809.The geoid height was determined by GEOID03.
 CT0809
 CT0809.The dynamic height is computed by dividing the NAVD 88
 CT0809.geopotential number by the normal gravity value computed on the
 CT0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0809.degrees latitude (g = 980.6199 gals.).
 CT0809
 CT0809.The modeled gravity was interpolated from observed gravity values.
 CT0809
 CT0809;                    North         East    Units  Estimated Accuracy
 CT0809;SPC TX C     - 3,260,610.      765,350.      MT  (+/- 180 meters Scaled)
 CT0809
 CT0809                          SUPERSEDED SURVEY CONTROL
 CT0809
 CT0809.No superseded survey control is available for this station.
 CT0809
 CT0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA394423(NAD 83)
 CT0809_MARKER: DB = BENCH MARK DISK
 CT0809_SETTING: 66 = SET IN ROCK OUTCROP
 CT0809_SP_SET: ROCK OUTCROP
 CT0809_STAMPING: M 1450 1982
 CT0809_MARK LOGO: NGS   
 CT0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0809+STABILITY: POSITION/ELEVATION WELL
 CT0809
 CT0809  HISTORY     - Date     Condition        Report By
 CT0809  HISTORY     - 1982     MONUMENTED       NGS
 CT0809
 CT0809                          STATION DESCRIPTION
 CT0809
 CT0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0809'16.5 KM (10.25 MI) SE FROM LAWN.
 CT0809'16.5 KM (10.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0809'JUNCTION WITH FARM ROAD 604 IN LAWN, IN A 3 BY 4 FT EXPOSED AREA OF
 CT0809'OUTCROPPING BEDROCK, 58.5 METERS (191.9 FT) WEST OF THE NORTHWEST END
 CT0809'OF THE HIGHWAY BRIDGE OVER JIM NEB CREEK, 58.2 METERS (190.9 FT)
 CT0809'EAST-SOUTHEAST OF THE CENTER OF A ROAD LEADING SOUTHWEST TO A ROADSIDE
 CT0809'PARK, 27.7 METERS (90.9 FT) SOUTHEAST OF THE NORTHWEST END OF A GUARD
 CT0809'RAIL, 17.1 METERS (56.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 CT0809'HIGHWAY AND 7.0 METERS (23.0 FT) NORTH-NORTHEAST OF A FENCE.
 CT0809'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 CT0809'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0692 ***********************************************************************
 CC0692  DESIGNATION -  M 1451
 CC0692  PID         -  CC0692
 CC0692  STATE/COUNTY-  TX/ECTOR
 CC0692  USGS QUAD   -  METZ (1981)
 CC0692
 CC0692                         *CURRENT SURVEY CONTROL
 CC0692  ___________________________________________________________________
 CC0692* NAD 83(1986)-  31 40 22.     (N)    102 42 35.     (W)     SCALED    
 CC0692* NAVD 88     -       879.660  (meters)    2886.02   (feet)  ADJUSTED  
 CC0692  ___________________________________________________________________
 CC0692  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CC0692  DYNAMIC HT  -         878.435 (meters)    2882.00  (feet)  COMP
 CC0692  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 CC0692
 CC0692  VERT ORDER  -  FIRST     CLASS II
 CC0692
 CC0692.The horizontal coordinates were scaled from a topographic map and have
 CC0692.an estimated accuracy of +/- 6 seconds.
 CC0692
 CC0692.The orthometric height was determined by differential leveling
 CC0692.and adjusted by the National Geodetic Survey in June 1991..
 CC0692
 CC0692.The geoid height was determined by GEOID03.
 CC0692
 CC0692.The dynamic height is computed by dividing the NAVD 88
 CC0692.geopotential number by the normal gravity value computed on the
 CC0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0692.degrees latitude (g = 980.6199 gals.).
 CC0692
 CC0692.The modeled gravity was interpolated from observed gravity values.
 CC0692
 CC0692;                    North         East    Units  Estimated Accuracy
 CC0692;SPC TX C     - 3,224,800.      474,680.      MT  (+/- 180 meters Scaled)
 CC0692
 CC0692                          SUPERSEDED SURVEY CONTROL
 CC0692
 CC0692.No superseded survey control is available for this station.
 CC0692
 CC0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR171064(NAD 83)
 CC0692_MARKER: DB = BENCH MARK DISK
 CC0692_SETTING: 66 = SET IN ROCK OUTCROP
 CC0692_SP_SET: ROCK OUTCROP
 CC0692_STAMPING: M 1451 1982
 CC0692_MARK LOGO: NGS   
 CC0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0692+STABILITY: POSITION/ELEVATION WELL
 CC0692
 CC0692  HISTORY     - Date     Condition        Report By
 CC0692  HISTORY     - 1982     MONUMENTED       NGS
 CC0692
 CC0692                          STATION DESCRIPTION
 CC0692
 CC0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0692'19.7 KM (12.25 MI) NE FROM MONAHANS.
 CC0692'19.7 KM (12.25 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0692'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.2 KM (0.1 MI)
 CC0692'WEST OF MILEPOST 597, IN THE NORTHEAST CORNER OF A 6 BY 15 FT EXPOSED
 CC0692'AREA OF OUTCROPPING BEDROCK, 38.5 METERS (126.3 FT) SOUTH-SOUTHWEST OF
 CC0692'BENCH MARK A 1063, 23.5 METERS (77.1 FT) SOUTHEAST OF THE NEAR RAIL
 CC0692'AND 17.1 METERS (56.1 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD.
 CC0692'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 CC0692'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0821 ***********************************************************************
 CU0821  DESIGNATION -  M 1452
 CU0821  PID         -  CU0821
 CU0821  STATE/COUNTY-  TX/MIDLAND
 CU0821  USGS QUAD   -  GERMANIA (1974)
 CU0821
 CU0821                         *CURRENT SURVEY CONTROL
 CU0821  ___________________________________________________________________
 CU0821* NAD 83(1986)-  32 04 50.     (N)    101 54 31.     (W)     SCALED    
 CU0821* NAVD 88     -       824.026  (meters)    2703.49   (feet)  ADJUSTED  
 CU0821  ___________________________________________________________________
 CU0821  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 CU0821  DYNAMIC HT  -         822.876 (meters)    2699.72  (feet)  COMP
 CU0821  MODELED GRAV-     979,217.0   (mgal)                       NAVD 88
 CU0821
 CU0821  VERT ORDER  -  FIRST     CLASS II
 CU0821
 CU0821.The horizontal coordinates were scaled from a topographic map and have
 CU0821.an estimated accuracy of +/- 6 seconds.
 CU0821
 CU0821.The orthometric height was determined by differential leveling
 CU0821.and adjusted by the National Geodetic Survey in June 1991..
 CU0821
 CU0821.The geoid height was determined by GEOID03.
 CU0821
 CU0821.The dynamic height is computed by dividing the NAVD 88
 CU0821.geopotential number by the normal gravity value computed on the
 CU0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0821.degrees latitude (g = 980.6199 gals.).
 CU0821
 CU0821.The modeled gravity was interpolated from observed gravity values.
 CU0821
 CU0821;                    North         East    Units  Estimated Accuracy
 CU0821;SPC TX C     - 3,268,660.      551,270.      MT  (+/- 180 meters Scaled)
 CU0821
 CU0821                          SUPERSEDED SURVEY CONTROL
 CU0821
 CU0821.No superseded survey control is available for this station.
 CU0821
 CU0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA254530(NAD 83)
 CU0821_MARKER: I = METAL ROD
 CU0821_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0821+WITH SETTING: INFORMATION.
 CU0821_SP_SET: SHALLOW SET METAL ROD
 CU0821_STAMPING: M 1452 1982
 CU0821_MARK LOGO: NGS   
 CU0821_PROJECTION: FLUSH
 CU0821_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 CU0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0821_ROD/PIPE-DEPTH: 1.2  meters
 CU0821
 CU0821  HISTORY     - Date     Condition        Report By
 CU0821  HISTORY     - 1982     MONUMENTED       NGS
 CU0821  HISTORY     - 20000402 GOOD             LOCSUR
 CU0821
 CU0821                          STATION DESCRIPTION
 CU0821
 CU0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0821'18.0 KM (11.2 MI) NE FROM MIDLAND.
 CU0821'18.0 KM (11.2 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0821'FROM THE POST OFFICE IN MIDLAND, 53.1 METERS (174.2 FT)
 CU0821'SOUTH-SOUTHWEST OF HIGHWAY MILEPOST 149, 18.9 METERS (62.0 FT)
 CU0821'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 CU0821'HIGHWAY 20, 7.9 METERS (25.9 FT) NORTHWEST OF THE NEAR RAIL, 5.8
 CU0821'METERS (19.0 FT) SOUTH OF A UTILITY POLE WITH TWO GUY WIRES AND 1.5
 CU0821'METERS (4.9 FT) SOUTHWEST OF RAILROAD MILEPOST 542.  NOTE=REFUSAL WAS
 CU0821'REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CU0821'CAP.
 CU0821'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 CU0821'THE MARK IS 0.6 M BELOW THE TRACKS.
 CU0821
 CU0821                          STATION RECOVERY (2000)
 CU0821
 CU0821'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CU0821'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0794 ***********************************************************************
 CU0794  DESIGNATION -  M 1453
 CU0794  PID         -  CU0794
 CU0794  STATE/COUNTY-  TX/HOWARD
 CU0794  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0794
 CU0794                         *CURRENT SURVEY CONTROL
 CU0794  ___________________________________________________________________
 CU0794* NAD 83(1986)-  32 15 58.     (N)    101 25 11.     (W)     SCALED    
 CU0794* NAVD 88     -       743.269  (meters)    2438.54   (feet)  ADJUSTED  
 CU0794  ___________________________________________________________________
 CU0794  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CU0794  DYNAMIC HT  -         742.247 (meters)    2435.19  (feet)  COMP
 CU0794  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 CU0794
 CU0794  VERT ORDER  -  FIRST     CLASS II
 CU0794
 CU0794.The horizontal coordinates were scaled from a topographic map and have
 CU0794.an estimated accuracy of +/- 6 seconds.
 CU0794
 CU0794.The orthometric height was determined by differential leveling
 CU0794.and adjusted by the National Geodetic Survey in June 1991..
 CU0794
 CU0794.The geoid height was determined by GEOID03.
 CU0794
 CU0794.The dynamic height is computed by dividing the NAVD 88
 CU0794.geopotential number by the normal gravity value computed on the
 CU0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0794.degrees latitude (g = 980.6199 gals.).
 CU0794
 CU0794.The modeled gravity was interpolated from observed gravity values.
 CU0794
 CU0794;                    North         East    Units  Estimated Accuracy
 CU0794;SPC TXNC     - 2,070,300.      324,950.      MT  (+/- 180 meters Scaled)
 CU0794
 CU0794                          SUPERSEDED SURVEY CONTROL
 CU0794
 CU0794.No superseded survey control is available for this station.
 CU0794
 CU0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA720725(NAD 83)
 CU0794_MARKER: DB = BENCH MARK DISK
 CU0794_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0794_SP_SET: PIER
 CU0794_STAMPING: M 1453 1982
 CU0794_MARK LOGO: NGS   
 CU0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0794+STABILITY: POSITION/ELEVATION WELL
 CU0794
 CU0794  HISTORY     - Date     Condition        Report By
 CU0794  HISTORY     - 1982     MONUMENTED       NGS
 CU0794
 CU0794                          STATION DESCRIPTION
 CU0794
 CU0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0794'7.0 KM (4.35 MI) NE FROM BIG SPRING.
 CU0794'7.0 KM (4.35 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0794'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0794'NORTH FACE OF THE MOST EASTERLY 1 OF 2 PIERS OF THE REFINERY ROAD
 CU0794'(EXIT 181 B) OVERPASS, 10.2 METERS (33.5 FT) NORTH OF THE CENTERLINE
 CU0794'OF THE EAST BOUND LANES OF THE HIGHWAY AND 9.3 METERS (30.5 FT) SOUTH
 CU0794'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CU0794'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0428 ***********************************************************************
 BN0428  DESIGNATION -  M 1454
 BN0428  PID         -  BN0428
 BN0428  STATE/COUNTY-  TX/KIMBLE
 BN0428  USGS QUAD   -  TELEGRAPH (1974)
 BN0428
 BN0428                         *CURRENT SURVEY CONTROL
 BN0428  ___________________________________________________________________
 BN0428* NAD 83(1986)-  30 19 26.     (N)    099 54 58.     (W)     SCALED    
 BN0428* NAVD 88     -       630.234  (meters)    2067.69   (feet)  ADJUSTED  
 BN0428  ___________________________________________________________________
 BN0428  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0428  DYNAMIC HT  -         629.328 (meters)    2064.72  (feet)  COMP
 BN0428  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 BN0428
 BN0428  VERT ORDER  -  FIRST     CLASS II
 BN0428
 BN0428.The horizontal coordinates were scaled from a topographic map and have
 BN0428.an estimated accuracy of +/- 6 seconds.
 BN0428
 BN0428.The orthometric height was determined by differential leveling
 BN0428.and adjusted by the National Geodetic Survey in June 1991..
 BN0428
 BN0428.The geoid height was determined by GEOID03.
 BN0428
 BN0428.The dynamic height is computed by dividing the NAVD 88
 BN0428.geopotential number by the normal gravity value computed on the
 BN0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0428.degrees latitude (g = 980.6199 gals.).
 BN0428
 BN0428.The modeled gravity was interpolated from observed gravity values.
 BN0428
 BN0428;                    North         East    Units  Estimated Accuracy
 BN0428;SPC TX C     - 3,072,930.      740,120.      MT  (+/- 180 meters Scaled)
 BN0428
 BN0428                          SUPERSEDED SURVEY CONTROL
 BN0428
 BN0428.No superseded survey control is available for this station.
 BN0428
 BN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU119550(NAD 83)
 BN0428_MARKER: DB = BENCH MARK DISK
 BN0428_SETTING: 66 = SET IN ROCK OUTCROP
 BN0428_SP_SET: ROCK OUTCROP
 BN0428_STAMPING: M 1454 1982
 BN0428_MARK LOGO: NGS   
 BN0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0428+STABILITY: POSITION/ELEVATION WELL
 BN0428
 BN0428  HISTORY     - Date     Condition        Report By
 BN0428  HISTORY     - 1982     MONUMENTED       NGS
 BN0428  HISTORY     - 19981121 GOOD             USPSQD
 BN0428
 BN0428                          STATION DESCRIPTION
 BN0428
 BN0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0428'26.2 KM (16.3 MI) SW FROM JUNCTION.
 BN0428'26.2 KM (16.3 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0428'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, 0.5 KM (0.3 MI)
 BN0428'SOUTH OF A GRAVELED ROAD LEADING WEST, 0.1 KM (0.05 MI) NORTH OF THE
 BN0428'SUMMIT OF A STEEP HILL, IN A 10 BY 10 FT EXPOSED AREA OF OUTCROPPING
 BN0428'BEDROCK, 23.2 METERS (76.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY
 BN0428'AND 12.0 METERS (39.4 FT) WEST OF A FENCE.
 BN0428'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BN0428'THE MARK IS 2.5 M BELOW THE HIGHWAY.
 BN0428
 BN0428                          STATION RECOVERY (1998)
 BN0428
 BN0428'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0820 ***********************************************************************
 CA0820  DESIGNATION -  M 1455
 CA0820  PID         -  CA0820
 CA0820  STATE/COUNTY-  TX/MCCULLOCH
 CA0820  USGS QUAD   -  PLACID (1979)
 CA0820
 CA0820                         *CURRENT SURVEY CONTROL
 CA0820  ___________________________________________________________________
 CA0820* NAD 83(1986)-  31 19 28.     (N)    099 12 32.     (W)     SCALED    
 CA0820* NAVD 88     -       507.431  (meters)    1664.80   (feet)  ADJUSTED  
 CA0820  ___________________________________________________________________
 CA0820  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CA0820  DYNAMIC HT  -         506.750 (meters)    1662.56  (feet)  COMP
 CA0820  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 CA0820
 CA0820  VERT ORDER  -  FIRST     CLASS II
 CA0820
 CA0820.The horizontal coordinates were scaled from a topographic map and have
 CA0820.an estimated accuracy of +/- 6 seconds.
 CA0820
 CA0820.The orthometric height was determined by differential leveling
 CA0820.and adjusted by the National Geodetic Survey in June 1991..
 CA0820
 CA0820.The geoid height was determined by GEOID03.
 CA0820
 CA0820.The dynamic height is computed by dividing the NAVD 88
 CA0820.geopotential number by the normal gravity value computed on the
 CA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0820.degrees latitude (g = 980.6199 gals.).
 CA0820
 CA0820.The modeled gravity was interpolated from observed gravity values.
 CA0820
 CA0820;                    North         East    Units  Estimated Accuracy
 CA0820;SPC TX C     - 3,184,320.      807,010.      MT  (+/- 180 meters Scaled)
 CA0820
 CA0820                          SUPERSEDED SURVEY CONTROL
 CA0820
 CA0820.No superseded survey control is available for this station.
 CA0820
 CA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV801655(NAD 83)
 CA0820_MARKER: DB = BENCH MARK DISK
 CA0820_SETTING: 66 = SET IN ROCK OUTCROP
 CA0820_SP_SET: ROCK OUTCROP
 CA0820_STAMPING: M 1455 1982
 CA0820_MARK LOGO: NGS   
 CA0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0820+STABILITY: POSITION/ELEVATION WELL
 CA0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0820+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0820
 CA0820  HISTORY     - Date     Condition        Report By
 CA0820  HISTORY     - 1982     MONUMENTED       NGS
 CA0820  HISTORY     - 19950826 GOOD             USPSQD
 CA0820  HISTORY     - 20060319 GOOD             USPSQD
 CA0820
 CA0820                          STATION DESCRIPTION
 CA0820
 CA0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0820'24.4 KM (15.15 MI) NE FROM BRADY.
 CA0820'24.4 KM (15.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0820'COURTHOUSE IN BRADY, IN THE NORTHWEST END OF A 3 BY 5 FT EXPOSED AREA
 CA0820'OF OUTCROPPING BEDROCK, 80.8 METERS (265.1 FT) NORTHEAST OF THE NORTH
 CA0820'END OF A BOX CULVERT, 14.3 METERS (46.9 FT) NORTHWEST OF THE
 CA0820'CENTERLINE OF THE HIGHWAY AND 1.1 METERS (3.6 FT) SOUTHEAST OF A
 CA0820'FENCE.
 CA0820'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CA0820'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0820
 CA0820                          STATION RECOVERY (1995)
 CA0820
 CA0820'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0820'RECOVERED IN GOOD CONDITION.
 CA0820
 CA0820                          STATION RECOVERY (2006)
 CA0820
 CA0820'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0820'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0849 ***********************************************************************
 CA0849  DESIGNATION -  M 1456
 CA0849  PID         -  CA0849
 CA0849  STATE/COUNTY-  TX/BROWN
 CA0849  USGS QUAD   -  BANGS EAST (1987)
 CA0849
 CA0849                         *CURRENT SURVEY CONTROL
 CA0849  ___________________________________________________________________
 CA0849* NAD 83(1986)-  31 41 04.     (N)    099 00 04.     (W)     SCALED    
 CA0849* NAVD 88     -       422.661  (meters)    1386.68   (feet)  ADJUSTED  
 CA0849  ___________________________________________________________________
 CA0849  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CA0849  DYNAMIC HT  -         422.108 (meters)    1384.87  (feet)  COMP
 CA0849  MODELED GRAV-     979,317.7   (mgal)                       NAVD 88
 CA0849
 CA0849  VERT ORDER  -  FIRST     CLASS II
 CA0849
 CA0849.The horizontal coordinates were scaled from a topographic map and have
 CA0849.an estimated accuracy of +/- 6 seconds.
 CA0849
 CA0849.The orthometric height was determined by differential leveling
 CA0849.and adjusted by the National Geodetic Survey in June 1991..
 CA0849
 CA0849.The geoid height was determined by GEOID03.
 CA0849
 CA0849.The dynamic height is computed by dividing the NAVD 88
 CA0849.geopotential number by the normal gravity value computed on the
 CA0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0849.degrees latitude (g = 980.6199 gals.).
 CA0849
 CA0849.The modeled gravity was interpolated from observed gravity values.
 CA0849
 CA0849;                    North         East    Units  Estimated Accuracy
 CA0849;SPC TX C     - 3,224,440.      826,310.      MT  (+/- 180 meters Scaled)
 CA0849
 CA0849                          SUPERSEDED SURVEY CONTROL
 CA0849
 CA0849.No superseded survey control is available for this station.
 CA0849
 CA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA998054(NAD 83)
 CA0849_MARKER: I = METAL ROD
 CA0849_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0849_SP_SET: STAINLESS STEEL ROD
 CA0849_STAMPING: M 1456 1982
 CA0849_MARK LOGO: NGS   
 CA0849_PROJECTION: FLUSH
 CA0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0849+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 CA0849_ROD/PIPE-DEPTH: 3.7  meters
 CA0849
 CA0849  HISTORY     - Date     Condition        Report By
 CA0849  HISTORY     - 1982     MONUMENTED       NGS
 CA0849  HISTORY     - 20020730 GOOD             USPSQD
 CA0849
 CA0849                          STATION DESCRIPTION
 CA0849
 CA0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0849'5.4 KM (3.35 MI) SW FROM BROWNWOOD.
 CA0849'5.4 KM (3.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0849'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 20.2 METERS (66.3
 CA0849'FT) SOUTH OF A UTILITY POLE, 12.8 METERS (42.0 FT) WEST OF THE
 CA0849'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY AND 2.2 METERS (7.2
 CA0849'FT) SOUTH OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 CA0849'THROUGH A 5-INCH LOGO CAP.
 CA0849'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CA0849'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0849
 CA0849                          STATION RECOVERY (2002)
 CA0849
 CA0849'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0873 ***********************************************************************
 CA0873  DESIGNATION -  M 1457
 CA0873  PID         -  CA0873
 CA0873  STATE/COUNTY-  TX/COLEMAN
 CA0873  USGS QUAD   -  LAKE SAN TANA (1963)
 CA0873
 CA0873                         *CURRENT SURVEY CONTROL
 CA0873  ___________________________________________________________________
 CA0873* NAD 83(1986)-  31 47 27.     (N)    099 22 29.     (W)     SCALED    
 CA0873* NAVD 88     -       536.032  (meters)    1758.63   (feet)  ADJUSTED  
 CA0873  ___________________________________________________________________
 CA0873  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CA0873  DYNAMIC HT  -         535.326 (meters)    1756.32  (feet)  COMP
 CA0873  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 CA0873
 CA0873  VERT ORDER  -  FIRST     CLASS II
 CA0873
 CA0873.The horizontal coordinates were scaled from a topographic map and have
 CA0873.an estimated accuracy of +/- 6 seconds.
 CA0873
 CA0873.The orthometric height was determined by differential leveling
 CA0873.and adjusted by the National Geodetic Survey in June 1991..
 CA0873
 CA0873.The geoid height was determined by GEOID03.
 CA0873
 CA0873.The dynamic height is computed by dividing the NAVD 88
 CA0873.geopotential number by the normal gravity value computed on the
 CA0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0873.degrees latitude (g = 980.6199 gals.).
 CA0873
 CA0873.The modeled gravity was interpolated from observed gravity values.
 CA0873
 CA0873;                    North         East    Units  Estimated Accuracy
 CA0873;SPC TX C     - 3,235,880.      790,780.      MT  (+/- 180 meters Scaled)
 CA0873
 CA0873                          SUPERSEDED SURVEY CONTROL
 CA0873
 CA0873.No superseded survey control is available for this station.
 CA0873
 CA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA645173(NAD 83)
 CA0873_MARKER: I = METAL ROD
 CA0873_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0873+WITH SETTING: INFORMATION.
 CA0873_SP_SET: SHALLOW SET METAL ROD
 CA0873_STAMPING: M 1457 1982
 CA0873_MARK LOGO: NGS   
 CA0873_PROJECTION: FLUSH
 CA0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0873+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0873_ROD/PIPE-DEPTH: 1.8  meters
 CA0873
 CA0873  HISTORY     - Date     Condition        Report By
 CA0873  HISTORY     - 1982     MONUMENTED       NGS
 CA0873  HISTORY     - 20060320 GOOD             USPSQD
 CA0873
 CA0873                          STATION DESCRIPTION
 CA0873
 CA0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0873'9.1 KM (5.65 MI) SE FROM COLEMAN.
 CA0873'9.1 KM (5.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0873'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, AT A
 CA0873'POWERLINE CROSSING THE HIGHWAY, 20.3 METERS (66.6 FT) NORTHEAST OF THE
 CA0873'CENTERLINE OF THE HIGHWAY, 9.0 METERS (29.5 FT) NORTHWEST OF THE
 CA0873'CENTER OF A FIELD ENTRANCE AND 4.3 METERS (14.1 FT) NORTHWEST OF A
 CA0873'UTILITY POLE AND A T-FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 6.0
 CA0873'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0873'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CA0873'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0873
 CA0873                          STATION RECOVERY (2006)
 CA0873
 CA0873'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0873'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0737 ***********************************************************************
 CU0737  DESIGNATION -  M 1458
 CU0737  PID         -  CU0737
 CU0737  STATE/COUNTY-  TX/NOLAN
 CU0737  USGS QUAD   -  CHALK PEAK (1984)
 CU0737
 CU0737                         *CURRENT SURVEY CONTROL
 CU0737  ___________________________________________________________________
 CU0737* NAD 83(1986)-  32 29 19.     (N)    100 12 58.     (W)     SCALED    
 CU0737* NAVD 88     -       605.185  (meters)    1985.51   (feet)  ADJUSTED  
 CU0737  ___________________________________________________________________
 CU0737  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CU0737  DYNAMIC HT  -         604.389 (meters)    1982.90  (feet)  COMP
 CU0737  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 CU0737
 CU0737  VERT ORDER  -  FIRST     CLASS II
 CU0737
 CU0737.The horizontal coordinates were scaled from a topographic map and have
 CU0737.an estimated accuracy of +/- 6 seconds.
 CU0737
 CU0737.The orthometric height was determined by differential leveling
 CU0737.and adjusted by the National Geodetic Survey in June 1991..
 CU0737
 CU0737.The geoid height was determined by GEOID03.
 CU0737
 CU0737.The dynamic height is computed by dividing the NAVD 88
 CU0737.geopotential number by the normal gravity value computed on the
 CU0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0737.degrees latitude (g = 980.6199 gals.).
 CU0737
 CU0737.The modeled gravity was interpolated from observed gravity values.
 CU0737
 CU0737;                    North         East    Units  Estimated Accuracy
 CU0737;SPC TXNC     - 2,092,460.      438,730.      MT  (+/- 180 meters Scaled)
 CU0737
 CU0737                          SUPERSEDED SURVEY CONTROL
 CU0737
 CU0737.No superseded survey control is available for this station.
 CU0737
 CU0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA857952(NAD 83)
 CU0737_MARKER: DB = BENCH MARK DISK
 CU0737_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0737_SP_SET: PIER
 CU0737_STAMPING: M 1458 1982
 CU0737_MARK LOGO: NGS   
 CU0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0737
 CU0737  HISTORY     - Date     Condition        Report By
 CU0737  HISTORY     - 1982     MONUMENTED       NGS
 CU0737
 CU0737                          STATION DESCRIPTION
 CU0737
 CU0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0737'18.7 KM (11.65 MI) EAST FROM SWEETWATER.
 CU0737'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0737'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0737'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0737'14.3 KM (8.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, SET VERTICALLY
 CU0737'IN THE NORTH FACE OF THE MOST WESTERLY ONE OF TWO PIERS OF THE FIRST
 CU0737'SET OF PIERS SOUTH OF THE NORTH ABUTMENT OF THE STINK CREEK ROAD (EXIT
 CU0737'256) OVERPASS AND 8.4 METERS (27.6 FT) NORTH-NORTHEAST OF THE
 CU0737'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CU0737'THE MARK IS 1.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0760 ***********************************************************************
 CU0760  DESIGNATION -  M 1459
 CU0760  PID         -  CU0760
 CU0760  STATE/COUNTY-  TX/MITCHELL
 CU0760  USGS QUAD   -  COLORADO CITY (1979)
 CU0760
 CU0760                         *CURRENT SURVEY CONTROL
 CU0760  ___________________________________________________________________
 CU0760* NAD 83(1986)-  32 24 28.     (N)    100 45 21.     (W)     SCALED    
 CU0760* NAVD 88     -       673.764  (meters)    2210.51   (feet)  ADJUSTED  
 CU0760  ___________________________________________________________________
 CU0760  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CU0760  DYNAMIC HT  -         672.859 (meters)    2207.54  (feet)  COMP
 CU0760  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 CU0760
 CU0760  VERT ORDER  -  FIRST     CLASS II
 CU0760
 CU0760.The horizontal coordinates were scaled from a topographic map and have
 CU0760.an estimated accuracy of +/- 6 seconds.
 CU0760
 CU0760.The orthometric height was determined by differential leveling
 CU0760.and adjusted by the National Geodetic Survey in June 1991..
 CU0760
 CU0760.The geoid height was determined by GEOID03.
 CU0760
 CU0760.The dynamic height is computed by dividing the NAVD 88
 CU0760.geopotential number by the normal gravity value computed on the
 CU0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0760.degrees latitude (g = 980.6199 gals.).
 CU0760
 CU0760.The modeled gravity was interpolated from observed gravity values.
 CU0760
 CU0760;                    North         East    Units  Estimated Accuracy
 CU0760;SPC TXNC     - 2,084,460.      387,820.      MT  (+/- 180 meters Scaled)
 CU0760
 CU0760                          SUPERSEDED SURVEY CONTROL
 CU0760
 CU0760.No superseded survey control is available for this station.
 CU0760
 CU0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA348869(NAD 83)
 CU0760_MARKER: DB = BENCH MARK DISK
 CU0760_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0760_SP_SET: PIER
 CU0760_STAMPING: M 1459 1982
 CU0760_MARK LOGO: NGS   
 CU0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0760+STABILITY: POSITION/ELEVATION WELL
 CU0760
 CU0760  HISTORY     - Date     Condition        Report By
 CU0760  HISTORY     - 1982     MONUMENTED       NGS
 CU0760
 CU0760                          STATION DESCRIPTION
 CU0760
 CU0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0760'10.3 KM (6.4 MI) NE FROM COLORADO CITY.
 CU0760'10.3 KM (6.4 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0760'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, SET VERTICALLY IN
 CU0760'THE SOUTH FACE OF THE MOST WESTERLY 1 OF 2 PIERS OF THE FIRST SET OF
 CU0760'PIERS NORTH OF THE SOUTH ABUTMENT OF THE LUCAS ROAD OVERPASS, 25.8
 CU0760'METERS (84.6 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES
 CU0760'OF THE HIGHWAY AND 7.7 METERS (25.3 FT) SOUTH-SOUTHEAST OF THE CENTER
 CU0760'OF A FRONTAGE ROAD.
 CU0760'THE MARK IS 1.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0131 ***********************************************************************
 CE0131  DESIGNATION -  M 146
 CE0131  PID         -  CE0131
 CE0131  STATE/COUNTY-  TX/EL PASO
 CE0131  USGS QUAD   -  EL PASO (1997)
 CE0131
 CE0131                         *CURRENT SURVEY CONTROL
 CE0131  ___________________________________________________________________
 CE0131* NAD 83(1986)-  31 47 51.     (N)    106 24 16.     (W)     SCALED    
 CE0131* NAVD 88     -      1193.017  (meters)    3914.09   (feet)  ADJUSTED  
 CE0131  ___________________________________________________________________
 CE0131  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0131  DYNAMIC HT  -        1191.192 (meters)    3908.10  (feet)  COMP
 CE0131  MODELED GRAV-     979,068.6   (mgal)                       NAVD 88
 CE0131
 CE0131  VERT ORDER  -  FIRST     CLASS I
 CE0131
 CE0131.This mark is at El Paso Intl (ELP) Airport (ELP)
 CE0131
 CE0131.The horizontal coordinates were scaled from a topographic map and have
 CE0131.an estimated accuracy of +/- 6 seconds.
 CE0131
 CE0131.The orthometric height was determined by differential leveling
 CE0131.and adjusted by the National Geodetic Survey in November 1996..
 CE0131
 CE0131.The geoid height was determined by GEOID03.
 CE0131
 CE0131.The dynamic height is computed by dividing the NAVD 88
 CE0131.geopotential number by the normal gravity value computed on the
 CE0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0131.degrees latitude (g = 980.6199 gals.).
 CE0131
 CE0131.The modeled gravity was interpolated from observed gravity values.
 CE0131
 CE0131;                    North         East    Units  Estimated Accuracy
 CE0131;SPC TX C     - 3,251,910.      125,360.      MT  (+/- 180 meters Scaled)
 CE0131
 CE0131                          SUPERSEDED SURVEY CONTROL
 CE0131
 CE0131  NAVD 88 (06/15/91) 1193.037  (m)         3914.16   (f) UNKNOWN     1 1
 CE0131  NGVD 29 (??/??/92) 1192.419  (m)         3912.13   (f) ADJ UNCH    1 1
 CE0131
 CE0131.Superseded values are not recommended for survey control.
 CE0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0131.See file dsdata.txt to determine how the superseded data were derived.
 CE0131
 CE0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR670188(NAD 83)
 CE0131_MARKER: DB = BENCH MARK DISK
 CE0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0131_SP_SET: CONCRETE POST
 CE0131_STAMPING: M 146 1954
 CE0131_MARK LOGO: CGS   
 CE0131_PROJECTION: FLUSH
 CE0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0131+STABILITY: SURFACE MOTION
 CE0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0131+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0131
 CE0131  HISTORY     - Date     Condition        Report By
 CE0131  HISTORY     - 1954     MONUMENTED       CGS
 CE0131  HISTORY     - 1958     GOOD             NGS
 CE0131  HISTORY     - 1962     GOOD             NGS
 CE0131  HISTORY     - 1981     GOOD             NGS
 CE0131  HISTORY     - 19921117 GOOD             NGS
 CE0131
 CE0131                          STATION DESCRIPTION
 CE0131
 CE0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0131'1.9 MI NE FROM EL PASO.
 CE0131'ABOUT 1.1 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0131'OF LOOP 16 AT EL PASO, THENCE 0.8 MILE NORTHEAST ALONG AIRPORT ROAD.
 CE0131'37 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.1 MILE NORTH OF THE
 CE0131'JUNCTION OF A ROAD LEADING EAST TO EL PASO INTERNATIONAL AIRPORT,
 CE0131'ABOUT 0.5 MILE WEST OF EL PASO INTERNATIONAL AIRPORT CONTROL TOWER, 77
 CE0131'FEET NORTH OF THE NORTH RAIL OF A SPUR TRACK, 1 FOOT WEST OF A FENCE,
 CE0131'2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A
 CE0131'CONCRETE POST ABOUT 1 FOOT BELOW THE SURFACE OF DRIFTED SAND, AND
 CE0131'ABOUT LEVEL WITH THE ROAD.
 CE0131
 CE0131                          STATION RECOVERY (1962)
 CE0131
 CE0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CE0131'RECOVERED IN GOOD CONDITION.
 CE0131
 CE0131                          STATION RECOVERY (1981)
 CE0131
 CE0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0131'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0131'IN EL PASO, AT THE INTERSECTION OF AIRPORT ROAD AND RICKER DRIVE,
 CE0131'AT THE WEST BOUNDRY OF THE EL PASO INTERNATIONAL AIRPORT, 23.5
 CE0131'METERS (77.0 FT) NORTH OF THE NEAR RAIL OF A SPUR TRACK, 15.8 METERS
 CE0131'(51.9 FT) NORTH OF A FENCE CORNER, 10.2 METERS (33.5 FT) EAST OF
 CE0131'THE CENTER OF THE NORTH BOUND LANES OF THE ROAD, 9.7 METERS (32.0 FT)
 CE0131'NORTH OF THE EXTENDED CENTERLINE OF THE DRIVE, 0.5 METER (1.5 FT)
 CE0131'WEST OF A CHAIN LINK FENCE.
 CE0131'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CE0131
 CE0131                          STATION RECOVERY (1992)
 CE0131
 CE0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0131'IN EL PASO, AT THE INTERSECTION OF AIRPORT ROAD AND THE SOUTHERN
 CE0131'PACIFIC RAILROAD, NEAR THE WEST BOUNDARY OF THE EL PASO INTERNATIONAL
 CE0131'AIRPORT, 23.5 M (77.1 FT) NORTH OF THE NEAR RAIL, 15.8 M (51.8 FT)
 CE0131'NORTH OF A CHAIN-LINK FENCE CORNER, 10.2 M (33.5 FT) EAST OF THE
 CE0131'CENTER OF THE NORTHBOUND LANES OF THE ROAD, 0.5 M (1.6 FT) WEST OF A
 CE0131'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CE0131'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0861 ***********************************************************************
 CU0861  DESIGNATION -  M 1460
 CU0861  PID         -  CU0861
 CU0861  STATE/COUNTY-  TX/SCURRY
 CU0861  USGS QUAD   -  INADALE (1969)
 CU0861
 CU0861                         *CURRENT SURVEY CONTROL
 CU0861  ___________________________________________________________________
 CU0861* NAD 83(1986)-  32 35 17.     (N)    100 43 51.     (W)     SCALED    
 CU0861* NAVD 88     -       723.468  (meters)    2373.58   (feet)  ADJUSTED  
 CU0861  ___________________________________________________________________
 CU0861  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CU0861  DYNAMIC HT  -         722.495 (meters)    2370.39  (feet)  COMP
 CU0861  MODELED GRAV-     979,270.7   (mgal)                       NAVD 88
 CU0861
 CU0861  VERT ORDER  -  FIRST     CLASS II
 CU0861
 CU0861.The horizontal coordinates were scaled from a topographic map and have
 CU0861.an estimated accuracy of +/- 6 seconds.
 CU0861
 CU0861.The orthometric height was determined by differential leveling
 CU0861.and adjusted by the National Geodetic Survey in June 1991..
 CU0861
 CU0861.The geoid height was determined by GEOID03.
 CU0861
 CU0861.The dynamic height is computed by dividing the NAVD 88
 CU0861.geopotential number by the normal gravity value computed on the
 CU0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0861.degrees latitude (g = 980.6199 gals.).
 CU0861
 CU0861.The modeled gravity was interpolated from observed gravity values.
 CU0861
 CU0861;                    North         East    Units  Estimated Accuracy
 CU0861;SPC TXNC     - 2,104,400.      390,590.      MT  (+/- 180 meters Scaled)
 CU0861
 CU0861                          SUPERSEDED SURVEY CONTROL
 CU0861
 CU0861.No superseded survey control is available for this station.
 CU0861
 CU0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB375069(NAD 83)
 CU0861_MARKER: I = METAL ROD
 CU0861_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0861_SP_SET: STAINLESS STEEL ROD
 CU0861_STAMPING: M 1460 1982
 CU0861_MARK LOGO: NGS   
 CU0861_PROJECTION: FLUSH
 CU0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0861_ROD/PIPE-DEPTH: 4.9  meters
 CU0861
 CU0861  HISTORY     - Date     Condition        Report By
 CU0861  HISTORY     - 1982     MONUMENTED       NGS
 CU0861
 CU0861                          STATION DESCRIPTION
 CU0861
 CU0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0861'19.0 KM (11.8 MI) SE FROM SNYDER.
 CU0861'19.0 KM (11.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0861'JUNCTION WITH U.S. HIGHWAY 180 IN SNYDER, 41.5 METERS (136.2 FT)
 CU0861'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CU0861'HIGHWAY, 11.8 METERS (38.7 FT) NORTH OF THE CENTER OF FARM ROAD 1606,
 CU0861'10.2 METERS (33.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE ROSCOE, SNYDER
 CU0861'AND PACIFIC RAILROAD, 7.0 METERS (23.0 FT) WEST-NORTHWEST OF THE NORTH
 CU0861'END OF THE CENTER ONE OF THREE PIPE CULVERTS AND 0.9 METER (3.0 FT)
 CU0861'EAST-NORTHEAST OF UTILITY POLE NUMBER 4042.  NOTE=ACCESS TO THE DATUM
 CU0861'POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0861'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CU0861'THE MARK IS 1.5 M BELOW THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0846 ***********************************************************************
 CU0846  DESIGNATION -  M 1461
 CU0846  PID         -  CU0846
 CU0846  STATE/COUNTY-  TX/SCURRY
 CU0846  USGS QUAD   -  BRAND (1954)
 CU0846
 CU0846                         *CURRENT SURVEY CONTROL
 CU0846  ___________________________________________________________________
 CU0846* NAD 83(1986)-  32 46 20.     (N)    100 56 38.     (W)     SCALED    
 CU0846* NAVD 88     -       726.910  (meters)    2384.87   (feet)  ADJUSTED  
 CU0846  ___________________________________________________________________
 CU0846  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CU0846  DYNAMIC HT  -         725.956 (meters)    2381.74  (feet)  COMP
 CU0846  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 CU0846
 CU0846  VERT ORDER  -  FIRST     CLASS II
 CU0846
 CU0846.The horizontal coordinates were scaled from a topographic map and have
 CU0846.an estimated accuracy of +/- 6 seconds.
 CU0846
 CU0846.The orthometric height was determined by differential leveling
 CU0846.and adjusted by the National Geodetic Survey in June 1991..
 CU0846
 CU0846.The geoid height was determined by GEOID03.
 CU0846
 CU0846.The dynamic height is computed by dividing the NAVD 88
 CU0846.geopotential number by the normal gravity value computed on the
 CU0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0846.degrees latitude (g = 980.6199 gals.).
 CU0846
 CU0846.The modeled gravity was interpolated from observed gravity values.
 CU0846
 CU0846;                    North         East    Units  Estimated Accuracy
 CU0846;SPC TXNC     - 2,125,260.      371,070.      MT  (+/- 180 meters Scaled)
 CU0846
 CU0846                          SUPERSEDED SURVEY CONTROL
 CU0846
 CU0846.No superseded survey control is available for this station.
 CU0846
 CU0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB179277(NAD 83)
 CU0846_MARKER: I = METAL ROD
 CU0846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0846_SP_SET: STAINLESS STEEL ROD
 CU0846_STAMPING: M 1461 1982
 CU0846_MARK LOGO: NGS   
 CU0846_PROJECTION: FLUSH
 CU0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0846_ROD/PIPE-DEPTH: 3.7  meters
 CU0846
 CU0846  HISTORY     - Date     Condition        Report By
 CU0846  HISTORY     - 1982     MONUMENTED       NGS
 CU0846
 CU0846                          STATION DESCRIPTION
 CU0846
 CU0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0846'11.0 KM (6.8 MI) NW FROM SNYDER.
 CU0846'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0846'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 10.4 KM (6.45 MI)
 CU0846'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, 0.4 KM (0.25 MI) NORTHWEST
 CU0846'OF MILEPOST 754, 0.1 KM (0.05 MI) SOUTHEAST OF A GRAVELED ROAD
 CU0846'CROSSING, 11.7 METERS (38.4 FT) EAST OF THE NEAR RAIL, 11.4 METERS
 CU0846'(37.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD AND 1.0 METER (3.3 FT)
 CU0846'NORTH-NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0846'THROUGH A 5-INCH LOGO CAP.
 CU0846'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CU0846'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0526 ***********************************************************************
 EO0526  DESIGNATION -  M 1462
 EO0526  PID         -  EO0526
 EO0526  STATE/COUNTY-  TX/PARMER
 EO0526  USGS QUAD   -  LARIAT (1980)
 EO0526
 EO0526                         *CURRENT SURVEY CONTROL
 EO0526  ___________________________________________________________________
 EO0526* NAD 83(1986)-  34 19 09.     (N)    102 53 35.     (W)     SCALED    
 EO0526* NAVD 88     -      1219.754  (meters)    4001.81   (feet)  ADJUSTED  
 EO0526  ___________________________________________________________________
 EO0526  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 EO0526  DYNAMIC HT  -        1218.169 (meters)    3996.61  (feet)  COMP
 EO0526  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 EO0526
 EO0526  VERT ORDER  -  FIRST     CLASS II
 EO0526
 EO0526.The horizontal coordinates were scaled from a topographic map and have
 EO0526.an estimated accuracy of +/- 6 seconds.
 EO0526
 EO0526.The orthometric height was determined by differential leveling
 EO0526.and adjusted by the National Geodetic Survey in June 1991..
 EO0526
 EO0526.The geoid height was determined by GEOID03.
 EO0526
 EO0526.The dynamic height is computed by dividing the NAVD 88
 EO0526.geopotential number by the normal gravity value computed on the
 EO0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0526.degrees latitude (g = 980.6199 gals.).
 EO0526
 EO0526.The modeled gravity was interpolated from observed gravity values.
 EO0526
 EO0526;                    North         East    Units  Estimated Accuracy
 EO0526;SPC TX N     - 1,036,310.       71,780.      MT  (+/- 180 meters Scaled)
 EO0526
 EO0526                          SUPERSEDED SURVEY CONTROL
 EO0526
 EO0526.No superseded survey control is available for this station.
 EO0526
 EO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT938995(NAD 83)
 EO0526_MARKER: I = METAL ROD
 EO0526_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EO0526_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EO0526_STAMPING: M 1462 1982
 EO0526_MARK LOGO: NGS   
 EO0526_PROJECTION: FLUSH
 EO0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0526+STABILITY: POSITION/ELEVATION WELL
 EO0526_ROD/PIPE-DEPTH: 10.1 meters
 EO0526_SLEEVE-DEPTH  : 9.1 meters
 EO0526
 EO0526  HISTORY     - Date     Condition        Report By
 EO0526  HISTORY     - 1982     MONUMENTED       NGS
 EO0526
 EO0526                          STATION DESCRIPTION
 EO0526
 EO0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0526'18.8 KM (11.7 MI) NW FROM MULESHOE.
 EO0526'18.8 KM (11.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM
 EO0526'THEIR JUNCTION IN MULESHOE, 43.6 METERS (143.0 FT) NORTHEAST OF THE
 EO0526'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 29.4 METERS
 EO0526'(96.5 FT) NORTHWEST OF THE CENTER OF FARM ROAD 1731, 12.2 METERS (40.0
 EO0526'FT) NORTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD AND 1.1 METERS
 EO0526'(3.6 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 EO0526'IS THROUGH A 5-INCH LOGO CAP.
 EO0526'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0526'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0450 ***********************************************************************
 DP0450  DESIGNATION -  M 1463
 DP0450  PID         -  DP0450
 DP0450  STATE/COUNTY-  TX/GARZA
 DP0450  USGS QUAD   -  POST WEST (1969)
 DP0450
 DP0450                         *CURRENT SURVEY CONTROL
 DP0450  ___________________________________________________________________
 DP0450* NAD 83(1986)-  33 14 27.     (N)    101 27 17.     (W)     SCALED    
 DP0450* NAVD 88     -       894.794  (meters)    2935.67   (feet)  ADJUSTED  
 DP0450  ___________________________________________________________________
 DP0450  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 DP0450  DYNAMIC HT  -         893.630 (meters)    2931.85  (feet)  COMP
 DP0450  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 DP0450
 DP0450  VERT ORDER  -  FIRST     CLASS II
 DP0450
 DP0450.The horizontal coordinates were scaled from a topographic map and have
 DP0450.an estimated accuracy of +/- 6 seconds.
 DP0450
 DP0450.The orthometric height was determined by differential leveling
 DP0450.and adjusted by the National Geodetic Survey in June 1991..
 DP0450
 DP0450.The geoid height was determined by GEOID03.
 DP0450
 DP0450.The dynamic height is computed by dividing the NAVD 88
 DP0450.geopotential number by the normal gravity value computed on the
 DP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0450.degrees latitude (g = 980.6199 gals.).
 DP0450
 DP0450.The modeled gravity was interpolated from observed gravity values.
 DP0450
 DP0450;                    North         East    Units  Estimated Accuracy
 DP0450;SPC TXNC     - 2,178,430.      324,690.      MT  (+/- 180 meters Scaled)
 DP0450
 DP0450                          SUPERSEDED SURVEY CONTROL
 DP0450
 DP0450.No superseded survey control is available for this station.
 DP0450
 DP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB712806(NAD 83)
 DP0450_MARKER: I = METAL ROD
 DP0450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0450_SP_SET: STAINLESS STEEL ROD
 DP0450_STAMPING: M 1463 1982
 DP0450_MARK LOGO: NGS   
 DP0450_PROJECTION: FLUSH
 DP0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0450+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0450_ROD/PIPE-DEPTH: 5.5  meters
 DP0450
 DP0450  HISTORY     - Date     Condition        Report By
 DP0450  HISTORY     - 1982     MONUMENTED       NGS
 DP0450  HISTORY     - 19890630 GOOD             NGS
 DP0450
 DP0450                          STATION DESCRIPTION
 DP0450
 DP0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0450'9.6 KM (5.95 MI) NW FROM POST.
 DP0450'9.6 KM (5.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0450'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 16.8 METERS
 DP0450'(55.1 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 DP0450'THE HIGHWAY, 13.2 METERS (43.3 FT) NORTH OF THE CENTER OF A GRAVELED
 DP0450'ROAD LEADING EAST AND 1.0 METER (3.3 FT) SOUTH-SOUTHEAST OF A UTILITY
 DP0450'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0450'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DP0450'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0450
 DP0450                          STATION RECOVERY (1989)
 DP0450
 DP0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1643 ***********************************************************************
 AY1643  DESIGNATION -  M 1464
 AY1643  PID         -  AY1643
 AY1643  STATE/COUNTY-  TX/BEXAR
 AY1643  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1643
 AY1643                         *CURRENT SURVEY CONTROL
 AY1643  ___________________________________________________________________
 AY1643* NAD 83(1986)-  29 24 49.     (N)    098 36 11.     (W)     SCALED    
 AY1643* NAVD 88     -       215.837  (meters)     708.13   (feet)  ADJUSTED  
 AY1643  ___________________________________________________________________
 AY1643  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AY1643  DYNAMIC HT  -         215.524 (meters)     707.10  (feet)  COMP
 AY1643  MODELED GRAV-     979,186.0   (mgal)                       NAVD 88
 AY1643
 AY1643  VERT ORDER  -  FIRST     CLASS II
 AY1643
 AY1643.The horizontal coordinates were scaled from a topographic map and have
 AY1643.an estimated accuracy of +/- 6 seconds.
 AY1643
 AY1643.The orthometric height was determined by differential leveling
 AY1643.and adjusted by the National Geodetic Survey in June 1991..
 AY1643
 AY1643.The geoid height was determined by GEOID03.
 AY1643
 AY1643.The dynamic height is computed by dividing the NAVD 88
 AY1643.geopotential number by the normal gravity value computed on the
 AY1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1643.degrees latitude (g = 980.6199 gals.).
 AY1643
 AY1643.The modeled gravity was interpolated from observed gravity values.
 AY1643
 AY1643;                    North         East    Units  Estimated Accuracy
 AY1643;SPC TXSC     - 4,175,200.      638,520.      MT  (+/- 180 meters Scaled)
 AY1643
 AY1643                          SUPERSEDED SURVEY CONTROL
 AY1643
 AY1643.No superseded survey control is available for this station.
 AY1643
 AY1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT385538(NAD 83)
 AY1643_MARKER: I = METAL ROD
 AY1643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1643_SP_SET: STAINLESS STEEL ROD
 AY1643_STAMPING: M 1464 1982
 AY1643_MARK LOGO: NGS   
 AY1643_PROJECTION: FLUSH
 AY1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1643_ROD/PIPE-DEPTH: 4.9  meters
 AY1643
 AY1643  HISTORY     - Date     Condition        Report By
 AY1643  HISTORY     - 1982     MONUMENTED       NGS
 AY1643  HISTORY     - 19950510 GOOD             USPSQD
 AY1643
 AY1643                          STATION DESCRIPTION
 AY1643
 AY1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1643'IN SAN ANTONIO.
 AY1643'IN SAN ANTONIO, 2.3 KM (1.45 MI) EAST NORTHEAST ALONG CASTROVILLE
 AY1643'HIGHWAY (OLD HIGHWAY 90) FROM THE JUNCTION OF U.S. HIGHWAY 90, AT THE
 AY1643'WEST EDGE OF SAN ANTONIO, ACROSS HIGHWAY AND SOUTHEAST OF THE SELINA
 AY1643'INN MOTEL AND IN LINE WITH OVERHEAD HIGH VOLTAGE POWER LINE, SET
 AY1643'BETWEEN TWO PLASTIC WITNESS POSTS, 17.9 METERS (58.8 FT) SOUTHEAST OF
 AY1643'CENTERLINE OF CASTROVILLE HIGHWAY, 1.2 METERS (3.8 FT) SOUTHWEST OF
 AY1643'POWERLINE POLE P 163, 61.0 METERS (200.0 FT) SOUTHWEST OF A FIRE
 AY1643'HYDRANT, AND 41.2 METERS (135.0 FT) NORTHEAST OF THE NORTHEAST END OF
 AY1643'THE SOUTH HEADWALL OF A 6 FT. BOX CULVERT.  NOTE, ROD DRIVEN TO
 AY1643'REFUSAL.
 AY1643'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AY1643'THE MARK IS 0.30 M BELOW HIGHWAY.
 AY1643
 AY1643                          STATION RECOVERY (1995)
 AY1643
 AY1643'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1687 ***********************************************************************
 AY1687  DESIGNATION -  M 1465
 AY1687  PID         -  AY1687
 AY1687  STATE/COUNTY-  TX/KENDALL
 AY1687  USGS QUAD   -  WARING (1982)
 AY1687
 AY1687                         *CURRENT SURVEY CONTROL
 AY1687  ___________________________________________________________________
 AY1687* NAD 83(1986)-  29 53 39.     (N)    098 48 58.     (W)     SCALED    
 AY1687* NAVD 88     -       483.275  (meters)    1585.54   (feet)  ADJUSTED  
 AY1687  ___________________________________________________________________
 AY1687  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AY1687  DYNAMIC HT  -         482.582 (meters)    1583.27  (feet)  COMP
 AY1687  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 AY1687
 AY1687  VERT ORDER  -  FIRST     CLASS II
 AY1687
 AY1687.The horizontal coordinates were scaled from a topographic map and have
 AY1687.an estimated accuracy of +/- 6 seconds.
 AY1687
 AY1687.The orthometric height was determined by differential leveling
 AY1687.and adjusted by the National Geodetic Survey in June 1991..
 AY1687
 AY1687.The geoid height was determined by GEOID03.
 AY1687
 AY1687.The dynamic height is computed by dividing the NAVD 88
 AY1687.geopotential number by the normal gravity value computed on the
 AY1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1687.degrees latitude (g = 980.6199 gals.).
 AY1687
 AY1687.The modeled gravity was interpolated from observed gravity values.
 AY1687
 AY1687;                    North         East    Units  Estimated Accuracy
 AY1687;SPC TXSC     - 4,228,410.      617,760.      MT  (+/- 180 meters Scaled)
 AY1687
 AY1687                          SUPERSEDED SURVEY CONTROL
 AY1687
 AY1687.No superseded survey control is available for this station.
 AY1687
 AY1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU177070(NAD 83)
 AY1687_MARKER: I = METAL ROD
 AY1687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1687_SP_SET: STAINLESS STEEL ROD
 AY1687_STAMPING: M 1465 1982
 AY1687_MARK LOGO: NGS   
 AY1687_PROJECTION: RECESSED 3 CENTIMETERS
 AY1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1687_ROD/PIPE-DEPTH: 3.4  meters
 AY1687
 AY1687  HISTORY     - Date     Condition        Report By
 AY1687  HISTORY     - 1982     MONUMENTED       NGS
 AY1687  HISTORY     - 1990     GOOD             USPSQD
 AY1687  HISTORY     - 19940309 GOOD             USPSQD
 AY1687  HISTORY     - 20050521 GOOD             USPSQD
 AY1687
 AY1687                          STATION DESCRIPTION
 AY1687
 AY1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1687'13.6 KM (8.5 MI) SE FROM COMFORT.
 AY1687'2.7 KM (1.7 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1687'JUNCTION OF INTERSTATE HIGHWAY 10 AT THE NORTH EDGE OF COMFORT, THENCE
 AY1687'10.9 KM (6.8 MI) SOUTHEAST ALONG THE SOUTHWEST FRONTAGE ROAD, SET AT
 AY1687'THE ENTRANCE TO THE CC CROUCH RANCH, 15.7 METERS (51.1 FT) SOUTHWEST
 AY1687'OF THE CENTERLINE OF THE FRONTAGE ROAD, 26.2 METERS (86.0 FT) SOUTH
 AY1687'SOUTHEAST OF THE CENTER OF A DRIVE AT THE SOUTH ENTRANCE, 81.4 METERS
 AY1687'(246.8 FT) NORTHWEST OF THE NORTH END OF A 48 INCH PIPE CULVERT UNDER
 AY1687'FRONTAGE ROAD, 3.5 METERS (11.6 FT) NORTHWEST OF A BRACED POWERLINE
 AY1687'POLE, 3.4 METERS (11.0 FT) NORTHWEST OF A CONCRETE HIGHWAY RIGHT OF
 AY1687'WAY MARKER, AND 0.46 METERS (1.5 FT) NORTHEAST OF THE FENCE LINE.
 AY1687'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 AY1687'THE MARK IS 1.0 M BELOW FRONTAGE ROAD.
 AY1687
 AY1687                          STATION RECOVERY (1990)
 AY1687
 AY1687'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1687'RECOVERED IN GOOD CONDITION.
 AY1687
 AY1687                          STATION RECOVERY (1994)
 AY1687
 AY1687'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1687'RECOVERED IN GOOD CONDITION.
 AY1687
 AY1687                          STATION RECOVERY (2005)
 AY1687
 AY1687'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY1687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0513 ***********************************************************************
 BN0513  DESIGNATION -  M 1466
 BN0513  PID         -  BN0513
 BN0513  STATE/COUNTY-  TX/GILLESPIE
 BN0513  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0513
 BN0513                         *CURRENT SURVEY CONTROL
 BN0513  ___________________________________________________________________
 BN0513* NAD 83(1986)-  30 09 33.     (N)    098 53 41.     (W)     SCALED    
 BN0513* NAVD 88     -       587.640  (meters)    1927.95   (feet)  ADJUSTED  
 BN0513  ___________________________________________________________________
 BN0513  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BN0513  DYNAMIC HT  -         586.807 (meters)    1925.22  (feet)  COMP
 BN0513  MODELED GRAV-     979,206.4   (mgal)                       NAVD 88
 BN0513
 BN0513  VERT ORDER  -  FIRST     CLASS II
 BN0513
 BN0513.The horizontal coordinates were scaled from a topographic map and have
 BN0513.an estimated accuracy of +/- 6 seconds.
 BN0513
 BN0513.The orthometric height was determined by differential leveling
 BN0513.and adjusted by the National Geodetic Survey in June 1991..
 BN0513
 BN0513.The geoid height was determined by GEOID03.
 BN0513
 BN0513.The dynamic height is computed by dividing the NAVD 88
 BN0513.geopotential number by the normal gravity value computed on the
 BN0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0513.degrees latitude (g = 980.6199 gals.).
 BN0513
 BN0513.The modeled gravity was interpolated from observed gravity values.
 BN0513
 BN0513;                    North         East    Units  Estimated Accuracy
 BN0513;SPC TX C     - 3,055,490.      838,580.      MT  (+/- 180 meters Scaled)
 BN0513
 BN0513                          SUPERSEDED SURVEY CONTROL
 BN0513
 BN0513.No superseded survey control is available for this station.
 BN0513
 BN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU101364(NAD 83)
 BN0513_MARKER: DB = BENCH MARK DISK
 BN0513_SETTING: 66 = SET IN ROCK OUTCROP
 BN0513_SP_SET: ROCK OUTCROP
 BN0513_STAMPING: M 1466 1982
 BN0513_MARK LOGO: NGS   
 BN0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0513+STABILITY: POSITION/ELEVATION WELL
 BN0513
 BN0513  HISTORY     - Date     Condition        Report By
 BN0513  HISTORY     - 1982     MONUMENTED       NGS
 BN0513  HISTORY     - 19930721 GOOD             USPSQD
 BN0513  HISTORY     - 19960309 GOOD             USPSQD
 BN0513  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 BN0513
 BN0513                          STATION DESCRIPTION
 BN0513
 BN0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0513'13.9 KM (8.65 MI) SOUTH FROM FREDERICKSBURG.
 BN0513'13.9 KM (8.65 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0513'U.S. HIGHWAY 290 IN FREDERICKSBURG, NEAR A HIGHWAY DEPARTMENT GRAVEL
 BN0513'STOCKPIPE, 28.0 METERS (92.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 BN0513'HIGHWAY, 40.8 METERS (134.5 FT) NORTH NORTHEAST OF TELEPHONE POLE
 BN0513'NUMBER 241 LOCATED ON THE CREST OF A HILL, 58.0 METERS (190.5 FT)
 BN0513'SOUTH SOUTHWEST OF A CUT OFF TELEPHONE POLE NUMBER 240, 5.4 METERS
 BN0513'(18.0 FT) NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 2.7 METERS
 BN0513'(9.0 FT) SOUTHEAST OF THE FENCELINE.
 BN0513'THE MARK IS 2.4 M ABOVE HIGHWAY.
 BN0513
 BN0513                          STATION RECOVERY (1993)
 BN0513
 BN0513'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0513'RECOVERED IN GOOD CONDITION.
 BN0513
 BN0513                          STATION RECOVERY (1996)
 BN0513
 BN0513'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0513'RECOVERED IN GOOD CONDITION.
 BN0513
 BN0513                          STATION RECOVERY (2005)
 BN0513
 BN0513'RECOVERY NOTE BY US POWER SQUADRON 2005 (SD)
 BN0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0537 ***********************************************************************
 BN0537  DESIGNATION -  M 1467
 BN0537  PID         -  BN0537
 BN0537  STATE/COUNTY-  TX/GILLESPIE
 BN0537  USGS QUAD   -  CHERRY SPRING (1967)
 BN0537
 BN0537                         *CURRENT SURVEY CONTROL
 BN0537  ___________________________________________________________________
 BN0537* NAD 83(1986)-  30 28 57.     (N)    099 00 35.     (W)     SCALED    
 BN0537* NAVD 88     -       549.234  (meters)    1801.95   (feet)  ADJUSTED  
 BN0537  ___________________________________________________________________
 BN0537  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BN0537  DYNAMIC HT  -         548.475 (meters)    1799.46  (feet)  COMP
 BN0537  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 BN0537
 BN0537  VERT ORDER  -  FIRST     CLASS II
 BN0537
 BN0537.The horizontal coordinates were scaled from a topographic map and have
 BN0537.an estimated accuracy of +/- 6 seconds.
 BN0537
 BN0537.The orthometric height was determined by differential leveling
 BN0537.and adjusted by the National Geodetic Survey in June 1991..
 BN0537
 BN0537.The geoid height was determined by GEOID03.
 BN0537
 BN0537.The dynamic height is computed by dividing the NAVD 88
 BN0537.geopotential number by the normal gravity value computed on the
 BN0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0537.degrees latitude (g = 980.6199 gals.).
 BN0537
 BN0537.The modeled gravity was interpolated from observed gravity values.
 BN0537
 BN0537;                    North         East    Units  Estimated Accuracy
 BN0537;SPC TX C     - 3,091,200.      827,080.      MT  (+/- 180 meters Scaled)
 BN0537
 BN0537                          SUPERSEDED SURVEY CONTROL
 BN0537
 BN0537.No superseded survey control is available for this station.
 BN0537
 BN0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU990722(NAD 83)
 BN0537_MARKER: I = METAL ROD
 BN0537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0537_SP_SET: STAINLESS STEEL ROD
 BN0537_STAMPING: M 1467 1982
 BN0537_MARK LOGO: NGS   
 BN0537_PROJECTION: FLUSH
 BN0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0537+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0537_ROD/PIPE-DEPTH: 5.1  meters
 BN0537
 BN0537  HISTORY     - Date     Condition        Report By
 BN0537  HISTORY     - 1982     MONUMENTED       NGS
 BN0537  HISTORY     - 19930804 GOOD             USPSQD
 BN0537  HISTORY     - 19960309 GOOD             USPSQD
 BN0537  HISTORY     - 20030120 GOOD             USPSQD
 BN0537  HISTORY     - 20040326 GOOD             USPSQD
 BN0537  HISTORY     - 20051123 GOOD             USPSQD
 BN0537
 BN0537                          STATION DESCRIPTION
 BN0537
 BN0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0537'9.7 KM (6.05 MI) SOUTH FROM LOYAL VALLEY.
 BN0537'9.7 KM (6.05 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION
 BN0537'OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, AT A CROSS
 BN0537'ROAD, 41.7 METERS (137.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 BN0537'87, 5.0 METERS (16.5 FT) NORTH OF THE CENTER OF A NARROW ASPHALT ROAD,
 BN0537'2.1 METERS (7.0 FT) WEST OF A CORNER FENCE POST, 16.7 METERS (55.0 FT)
 BN0537'SOUTHWEST OF THE SOUTH CORNER OF THE CHAIN LINK FENCE AROUND THE LANGE
 BN0537'CEMETARY, AND 0.15 METERS (0.5 FT) SOUTH OF A FENCE LINE.
 BN0537'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BN0537'THE MARK IS ABOVE LEVEL WITH HIGHWAY 87.
 BN0537
 BN0537                          STATION RECOVERY (1993)
 BN0537
 BN0537'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0537'RECOVERED IN GOOD CONDITION.
 BN0537
 BN0537                          STATION RECOVERY (1996)
 BN0537
 BN0537'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0537'RECOVERED IN GOOD CONDITION.
 BN0537
 BN0537                          STATION RECOVERY (2003)
 BN0537
 BN0537'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0537'RECOVERED IN GOOD CONDITION.
 BN0537
 BN0537                          STATION RECOVERY (2004)
 BN0537
 BN0537'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0537'RECOVERED IN GOOD CONDITION.
 BN0537
 BN0537                          STATION RECOVERY (2005)
 BN0537
 BN0537'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0537'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0426 ***********************************************************************
 DP0426  DESIGNATION -  M 1468
 DP0426  PID         -  DP0426
 DP0426  STATE/COUNTY-  TX/LUBBOCK
 DP0426  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0426
 DP0426                         *CURRENT SURVEY CONTROL
 DP0426  ___________________________________________________________________
 DP0426* NAD 83(1986)-  33 31 04.     (N)    101 46 27.     (W)     SCALED    
 DP0426* NAVD 88     -       965.072  (meters)    3166.24   (feet)  ADJUSTED  
 DP0426  ___________________________________________________________________
 DP0426  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0426  DYNAMIC HT  -         963.828 (meters)    3162.16  (feet)  COMP
 DP0426  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 DP0426
 DP0426  VERT ORDER  -  FIRST     CLASS II
 DP0426
 DP0426.The horizontal coordinates were scaled from a topographic map and have
 DP0426.an estimated accuracy of +/- 6 seconds.
 DP0426
 DP0426.The orthometric height was determined by differential leveling
 DP0426.and adjusted by the National Geodetic Survey in July 2002..
 DP0426
 DP0426.The geoid height was determined by GEOID03.
 DP0426
 DP0426.The dynamic height is computed by dividing the NAVD 88
 DP0426.geopotential number by the normal gravity value computed on the
 DP0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0426.degrees latitude (g = 980.6199 gals.).
 DP0426
 DP0426.The modeled gravity was interpolated from observed gravity values.
 DP0426
 DP0426;                    North         East    Units  Estimated Accuracy
 DP0426;SPC TXNC     - 2,210,010.      295,900.      MT  (+/- 180 meters Scaled)
 DP0426
 DP0426                          SUPERSEDED SURVEY CONTROL
 DP0426
 DP0426  NAVD 88 (06/15/91)  965.255  (m)         3166.84   (f) UNKNOWN     1 2
 DP0426
 DP0426.Superseded values are not recommended for survey control.
 DP0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0426.See file dsdata.txt to determine how the superseded data were derived.
 DP0426
 DP0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC423121(NAD 83)
 DP0426_MARKER: DV = VERTICAL CONTROL DISK
 DP0426_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP0426_SP_SET: OVERPASS ABUTMENT
 DP0426_STAMPING: M 1468 1982
 DP0426_MARK LOGO: NGS   
 DP0426_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0426+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1997
 DP0426
 DP0426  HISTORY     - Date     Condition        Report By
 DP0426  HISTORY     - 1982     MONUMENTED       NGS
 DP0426  HISTORY     - 19961004 GOOD             NGS
 DP0426  HISTORY     - 19970327 GOOD             NGS
 DP0426
 DP0426                          STATION DESCRIPTION
 DP0426
 DP0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0426'9.9 KM (6.15 MI) SE FROM LUBBOCK.
 DP0426'9.6 KM (5.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0426'RAILROAD STATION IN LUBBOCK, THENCE 0.3 KM (0.2 MI) SOUTHEASTERLY
 DP0426'ALONG U.S. HIGHWAY 84, IN TOP OF AND 0.3 METER (1.0 FT) SOUTH OF THE
 DP0426'NORTH END OF THE EAST ABUTMENT OF A HIGHWAY BRIDGE AND 4.5 METERS
 DP0426'(14.8 FT) NORTH OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DP0426'HIGHWAY.
 DP0426'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 DP0426
 DP0426                          STATION RECOVERY (1996)
 DP0426
 DP0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 DP0426'7.0 KM (4.35 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84 FROM THE
 DP0426'JUNCTION OF INTERSTATE HIGHWAY 27 IN LUBBOCK, IN TOP OF AND 0.1 M (0.3
 DP0426'FT) SOUTHWEST OF THE NORTHEAST END OF THE EAST CONCRETE ABUTMENT OF
 DP0426'THE NORTHBOUND HIGHWAY OVERPASS OF STATE HIGHWAY 331, 4.5 M (14.8 FT)
 DP0426'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 DP0426'0.1 M (0.3 FT) NORTHEAST OF THE SOUTHEAST END OF THE BRIDGE RAIL, AND
 DP0426'0.1 M (0.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 DP0426
 DP0426                          STATION RECOVERY (1997)
 DP0426
 DP0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0426'2.7 KM (1.65 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0426'JUNCTION OF U.S.  HIGHWAY LOOP 289 IN SOUTHEAST LUBBOCK, IN THE
 DP0426'NORTHEAST END OF THE EAST CONCRETE ABUTMENT OF THE U.S.  HIGHWAY 84
 DP0426'WESTBOUND OVERPASS OF STATE HIGHWAY SPUR 331, 72.4 M (237.5 FT)
 DP0426'SOUTHWEST OF THE NEAR RAIL, 4.5 M (14.8 FT) NORTH OF THE CENTERLINE OF
 DP0426'THE WESTBOUND LANES OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 DP0426'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0667 ***********************************************************************
 DQ0667  DESIGNATION -  M 1469
 DQ0667  PID         -  DQ0667
 DQ0667  STATE/COUNTY-  TX/HOCKLEY
 DQ0667  USGS QUAD   -  ROUNDUP (1985)
 DQ0667
 DQ0667                         *CURRENT SURVEY CONTROL
 DQ0667  ___________________________________________________________________
 DQ0667* NAD 83(1986)-  33 46 31.     (N)    102 07 14.     (W)     SCALED    
 DQ0667* NAVD 88     -      1025.379  (meters)    3364.10   (feet)  ADJUSTED  
 DQ0667  ___________________________________________________________________
 DQ0667  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 DQ0667  DYNAMIC HT  -        1024.056 (meters)    3359.76  (feet)  COMP
 DQ0667  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 DQ0667
 DQ0667  VERT ORDER  -  FIRST     CLASS II
 DQ0667
 DQ0667.The horizontal coordinates were scaled from a topographic map and have
 DQ0667.an estimated accuracy of +/- 6 seconds.
 DQ0667
 DQ0667.The orthometric height was determined by differential leveling
 DQ0667.and adjusted by the National Geodetic Survey in June 1991..
 DQ0667
 DQ0667.The geoid height was determined by GEOID03.
 DQ0667
 DQ0667.The dynamic height is computed by dividing the NAVD 88
 DQ0667.geopotential number by the normal gravity value computed on the
 DQ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0667.degrees latitude (g = 980.6199 gals.).
 DQ0667
 DQ0667.The modeled gravity was interpolated from observed gravity values.
 DQ0667
 DQ0667;                    North         East    Units  Estimated Accuracy
 DQ0667;SPC TXNC     - 2,239,610.      264,720.      MT  (+/- 180 meters Scaled)
 DQ0667
 DQ0667                          SUPERSEDED SURVEY CONTROL
 DQ0667
 DQ0667.No superseded survey control is available for this station.
 DQ0667
 DQ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT666409(NAD 83)
 DQ0667_MARKER: I = METAL ROD
 DQ0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0667_SP_SET: STAINLESS STEEL ROD
 DQ0667_STAMPING: M 1469 1982
 DQ0667_MARK LOGO: NGS   
 DQ0667_PROJECTION: FLUSH
 DQ0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0667_ROD/PIPE-DEPTH: 4.9  meters
 DQ0667
 DQ0667  HISTORY     - Date     Condition        Report By
 DQ0667  HISTORY     - 1982     MONUMENTED       NGS
 DQ0667  HISTORY     - 19940827 GOOD             USPSQD
 DQ0667  HISTORY     - 20051023 GOOD             GEOCAC
 DQ0667
 DQ0667                          STATION DESCRIPTION
 DQ0667
 DQ0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0667'24.4 KM (15.15 MI) SE FROM LITTLEFIELD.
 DQ0667'24.4 KM (15.15 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0667'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 40.2 METERS (131.9 FT)
 DQ0667'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DQ0667'HIGHWAY, 14.0 METERS (45.9 FT) EAST OF THE CENTER OF A DIRT ROAD
 DQ0667'LEADING NORTH, 12.4 METERS (40.7 FT) NORTHEAST OF THE NEAR RAIL OF THE
 DQ0667'SANTA FE RAILROAD, 8.2 METERS (26.9 FT) SOUTH OF THE CENTER OF A DIRT
 DQ0667'ROAD LEADING TO A FARM HOUSE AND 1.1 METERS (3.6 FT) SOUTHEAST OF
 DQ0667'UTILITY POLE NUMBER 29G.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 DQ0667'5-INCH LOGO CAP.
 DQ0667'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DQ0667'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
 DQ0667
 DQ0667                          STATION RECOVERY (1994)
 DQ0667
 DQ0667'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0667'RECOVERED IN GOOD CONDITION.
 DQ0667
 DQ0667                          STATION RECOVERY (2005)
 DQ0667
 DQ0667'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DQ0667'HANDHELD COORDINATES ARE
 DQ0667'33 46.531N
 DQ0667'102 07.256W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0537 ***********************************************************************
 EO0537  DESIGNATION -  M 1470
 EO0537  PID         -  EO0537
 EO0537  STATE/COUNTY-  TX/BAILEY
 EO0537  USGS QUAD   -  MULESHOE (1980)
 EO0537
 EO0537                         *CURRENT SURVEY CONTROL
 EO0537  ___________________________________________________________________
 EO0537* NAD 83(1986)-  34 13 54.     (N)    102 43 55.     (W)     SCALED    
 EO0537* NAVD 88     -      1156.480  (meters)    3794.22   (feet)  ADJUSTED  
 EO0537  ___________________________________________________________________
 EO0537  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 EO0537  DYNAMIC HT  -        1154.989 (meters)    3789.33  (feet)  COMP
 EO0537  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 EO0537
 EO0537  VERT ORDER  -  FIRST     CLASS II
 EO0537
 EO0537.The horizontal coordinates were scaled from a topographic map and have
 EO0537.an estimated accuracy of +/- 6 seconds.
 EO0537
 EO0537.The orthometric height was determined by differential leveling
 EO0537.and adjusted by the National Geodetic Survey in June 1991..
 EO0537
 EO0537.The geoid height was determined by GEOID03.
 EO0537
 EO0537.The dynamic height is computed by dividing the NAVD 88
 EO0537.geopotential number by the normal gravity value computed on the
 EO0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0537.degrees latitude (g = 980.6199 gals.).
 EO0537
 EO0537.The modeled gravity was interpolated from observed gravity values.
 EO0537
 EO0537;                    North         East    Units  Estimated Accuracy
 EO0537;SPC TXNC     - 2,292,310.      210,170.      MT  (+/- 180 meters Scaled)
 EO0537
 EO0537                          SUPERSEDED SURVEY CONTROL
 EO0537
 EO0537.No superseded survey control is available for this station.
 EO0537
 EO0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT089901(NAD 83)
 EO0537_MARKER: I = METAL ROD
 EO0537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0537_SP_SET: STAINLESS STEEL ROD
 EO0537_STAMPING: M 1470 1982
 EO0537_MARK LOGO: NGS   
 EO0537_PROJECTION: FLUSH
 EO0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0537_ROD/PIPE-DEPTH: 4.0  meters
 EO0537
 EO0537  HISTORY     - Date     Condition        Report By
 EO0537  HISTORY     - 1982     MONUMENTED       NGS
 EO0537
 EO0537                          STATION DESCRIPTION
 EO0537
 EO0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0537'0.9 KM (0.55 MI) NW FROM MULESHOE.
 EO0537'0.9 KM (0.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM
 EO0537'THEIR JUNCTION IN MULESHOE, 54.6 METERS (179.1 FT) NORTHEAST OF THE
 EO0537'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 13.1 METERS
 EO0537'(43.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD AND 1.4
 EO0537'METERS (4.6 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 EO0537'POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0537'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EO0537'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0551 ***********************************************************************
 EO0551  DESIGNATION -  M 1471
 EO0551  PID         -  EO0551
 EO0551  STATE/COUNTY-  TX/LAMB
 EO0551  USGS QUAD   -  SUDAN (1981)
 EO0551
 EO0551                         *CURRENT SURVEY CONTROL
 EO0551  ___________________________________________________________________
 EO0551* NAD 83(1986)-  34 03 47.     (N)    102 30 59.     (W)     SCALED    
 EO0551* NAVD 88     -      1140.786  (meters)    3742.73   (feet)  ADJUSTED  
 EO0551  ___________________________________________________________________
 EO0551  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 EO0551  DYNAMIC HT  -        1139.302 (meters)    3737.86  (feet)  COMP
 EO0551  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 EO0551
 EO0551  VERT ORDER  -  FIRST     CLASS II
 EO0551
 EO0551.The horizontal coordinates were scaled from a topographic map and have
 EO0551.an estimated accuracy of +/- 6 seconds.
 EO0551
 EO0551.The orthometric height was determined by differential leveling
 EO0551.and adjusted by the National Geodetic Survey in June 1991..
 EO0551
 EO0551.The geoid height was determined by GEOID03.
 EO0551
 EO0551.The dynamic height is computed by dividing the NAVD 88
 EO0551.geopotential number by the normal gravity value computed on the
 EO0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0551.degrees latitude (g = 980.6199 gals.).
 EO0551
 EO0551.The modeled gravity was interpolated from observed gravity values.
 EO0551
 EO0551;                    North         East    Units  Estimated Accuracy
 EO0551;SPC TXNC     - 2,272,840.      229,300.      MT  (+/- 180 meters Scaled)
 EO0551
 EO0551                          SUPERSEDED SURVEY CONTROL
 EO0551
 EO0551.No superseded survey control is available for this station.
 EO0551
 EO0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT292719(NAD 83)
 EO0551_MARKER: I = METAL ROD
 EO0551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0551_SP_SET: STAINLESS STEEL ROD
 EO0551_STAMPING: M 1471 1982
 EO0551_MARK LOGO: NGS   
 EO0551_PROJECTION: FLUSH
 EO0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0551_ROD/PIPE-DEPTH: 6.1  meters
 EO0551
 EO0551  HISTORY     - Date     Condition        Report By
 EO0551  HISTORY     - 1982     MONUMENTED       NGS
 EO0551
 EO0551                          STATION DESCRIPTION
 EO0551
 EO0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0551'25.9 KM (16.1 MI) NW FROM LITTLEFIELD.
 EO0551'25.9 KM (16.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0551'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, OR 26.2 KM (16.25 MI)
 EO0551'SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S.
 EO0551'HIGHWAY 70 IN MULESHOE, AT THE SOUTHEAST EDGE OF THE SMALL COMMUNITY
 EO0551'OF SUDAN, 79.6 METERS (261.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 EO0551'NORTHWEST BOUND LANES OF THE HIGHWAY, 18.5 METERS (60.7 FT) SOUTHEAST
 EO0551'OF THE CENTERLINE OF FARM ROAD 1843, 11.2 METERS (36.7 FT) NORTHEAST
 EO0551'OF THE NEAR RAIL OF THE SANTA FE RAILROAD AND 2.1 METERS (6.9 FT)
 EO0551'SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 EO0551'THROUGH A 5-INCH LOGO CAP.
 EO0551'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0551'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0922 ***********************************************************************
 CA0922  DESIGNATION -  M 1473
 CA0922  PID         -  CA0922
 CA0922  STATE/COUNTY-  TX/BROWN
 CA0922  USGS QUAD   -  ZEPHYR (1979)
 CA0922
 CA0922                         *CURRENT SURVEY CONTROL
 CA0922  ___________________________________________________________________
 CA0922* NAD 83(1986)-  31 39 35.     (N)    098 46 24.     (W)     SCALED    
 CA0922* NAVD 88     -       416.950  (meters)    1367.94   (feet)  ADJUSTED  
 CA0922  ___________________________________________________________________
 CA0922  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CA0922  DYNAMIC HT  -         416.406 (meters)    1366.16  (feet)  COMP
 CA0922  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 CA0922
 CA0922  VERT ORDER  -  FIRST     CLASS II
 CA0922
 CA0922.The horizontal coordinates were scaled from a topographic map and have
 CA0922.an estimated accuracy of +/- 6 seconds.
 CA0922
 CA0922.The orthometric height was determined by differential leveling
 CA0922.and adjusted by the National Geodetic Survey in June 1991..
 CA0922
 CA0922.The geoid height was determined by GEOID03.
 CA0922
 CA0922.The dynamic height is computed by dividing the NAVD 88
 CA0922.geopotential number by the normal gravity value computed on the
 CA0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0922.degrees latitude (g = 980.6199 gals.).
 CA0922
 CA0922.The modeled gravity was interpolated from observed gravity values.
 CA0922
 CA0922;                    North         East    Units  Estimated Accuracy
 CA0922;SPC TX C     - 3,221,980.      847,940.      MT  (+/- 180 meters Scaled)
 CA0922
 CA0922                          SUPERSEDED SURVEY CONTROL
 CA0922
 CA0922.No superseded survey control is available for this station.
 CA0922
 CA0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA214027(NAD 83)
 CA0922_MARKER: DB = BENCH MARK DISK
 CA0922_SETTING: 66 = SET IN ROCK OUTCROP
 CA0922_SP_SET: ROCK OUTCROP
 CA0922_STAMPING: M 1473 1983
 CA0922_MARK LOGO: NGS   
 CA0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0922+STABILITY: POSITION/ELEVATION WELL
 CA0922
 CA0922  HISTORY     - Date     Condition        Report By
 CA0922  HISTORY     - 1983     MONUMENTED       NGS
 CA0922
 CA0922                          STATION DESCRIPTION
 CA0922
 CA0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0922'18.9 KM (11.75 MI) SE FROM EARLY.
 CA0922'18.9 KM (11.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS
 CA0922'JUNCTION WITH U.S. HIGHWAYS 67 AND 377 IN EARLY, IN THE SOUTHEAST END
 CA0922'OF A ROCK LEDGE, 43.3 METERS (142.1 FT) SOUTHWEST OF THE CENTERLINE OF
 CA0922'THE HIGHWAY, 37.2 METERS (122.0 FT) SOUTHWEST OF THE WEST CORNER OF A
 CA0922'HIGHWAY BRIDGE SPANNING BLANKET CREEK, 21.9 METERS (71.9 FT) SOUTH OF
 CA0922'A UTILITY POLE, 19.1 METERS (62.7 FT) SOUTHWEST OF A FENCE AND 3.7
 CA0922'METERS (12.1 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE LEDGE.
 CA0922'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 CA0922'THE MARK IS 4.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0946 ***********************************************************************
 CA0946  DESIGNATION -  M 1474
 CA0946  PID         -  CA0946
 CA0946  STATE/COUNTY-  TX/LAMPASAS
 CA0946  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0946
 CA0946                         *CURRENT SURVEY CONTROL
 CA0946  ___________________________________________________________________
 CA0946* NAD 83(1986)-  31 15 28.     (N)    098 24 10.     (W)     SCALED    
 CA0946* NAVD 88     -       456.402  (meters)    1497.38   (feet)  ADJUSTED  
 CA0946  ___________________________________________________________________
 CA0946  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CA0946  DYNAMIC HT  -         455.786 (meters)    1495.36  (feet)  COMP
 CA0946  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 CA0946
 CA0946  VERT ORDER  -  FIRST     CLASS II
 CA0946
 CA0946.The horizontal coordinates were scaled from a topographic map and have
 CA0946.an estimated accuracy of +/- 6 seconds.
 CA0946
 CA0946.The orthometric height was determined by differential leveling
 CA0946.and adjusted by the National Geodetic Survey in June 1991..
 CA0946
 CA0946.The geoid height was determined by GEOID03.
 CA0946
 CA0946.The dynamic height is computed by dividing the NAVD 88
 CA0946.geopotential number by the normal gravity value computed on the
 CA0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0946.degrees latitude (g = 980.6199 gals.).
 CA0946
 CA0946.The modeled gravity was interpolated from observed gravity values.
 CA0946
 CA0946;                    North         East    Units  Estimated Accuracy
 CA0946;SPC TX C     - 3,177,980.      883,850.      MT  (+/- 180 meters Scaled)
 CA0946
 CA0946                          SUPERSEDED SURVEY CONTROL
 CA0946
 CA0946.No superseded survey control is available for this station.
 CA0946
 CA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV568583(NAD 83)
 CA0946_MARKER: I = METAL ROD
 CA0946_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0946+WITH SETTING: INFORMATION.
 CA0946_SP_SET: SHALLOW SET METAL ROD
 CA0946_STAMPING: M 1474 1983
 CA0946_MARK LOGO: NGS   
 CA0946_PROJECTION: FLUSH
 CA0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0946_ROD/PIPE-DEPTH: 3.0  meters
 CA0946
 CA0946  HISTORY     - Date     Condition        Report By
 CA0946  HISTORY     - 1983     MONUMENTED       NGS
 CA0946
 CA0946                          STATION DESCRIPTION
 CA0946
 CA0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0946'4.6 KM (2.85 MI) NW FROM LOMETA.
 CA0946'4.6 KM (2.85 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0946'RAILROAD STATION IN LOMETA, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 295,
 CA0946'0.3 KM (0.2 MI) SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING EAST,
 CA0946'43.9 METERS (144.0 FT) EAST OF THE NEAR RAIL AND 14.3 METERS (46.9 FT)
 CA0946'EAST OF THE CENTER OF A PAVED ROAD AND 1.0 METER (3.3 FT) SOUTH OF A
 CA0946'UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0946'LOGO CAP.
 CA0946'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST AND FENCE
 CA0946'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1224 ***********************************************************************
 BZ1224  DESIGNATION -  M 1475
 BZ1224  PID         -  BZ1224
 BZ1224  STATE/COUNTY-  TX/CORYELL
 BZ1224  USGS QUAD   -  COPPERAS COVE (1995)
 BZ1224
 BZ1224                         *CURRENT SURVEY CONTROL
 BZ1224  ___________________________________________________________________
 BZ1224* NAD 83(1986)-  31 06 50.     (N)    097 54 23.     (W)     SCALED    
 BZ1224* NAVD 88     -       326.889  (meters)    1072.47   (feet)  ADJUSTED  
 BZ1224  ___________________________________________________________________
 BZ1224  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BZ1224  DYNAMIC HT  -         326.450 (meters)    1071.03  (feet)  COMP
 BZ1224  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 BZ1224
 BZ1224  VERT ORDER  -  FIRST     CLASS II
 BZ1224
 BZ1224.The horizontal coordinates were scaled from a topographic map and have
 BZ1224.an estimated accuracy of +/- 6 seconds.
 BZ1224
 BZ1224.The orthometric height was determined by differential leveling
 BZ1224.and adjusted by the National Geodetic Survey in June 1991..
 BZ1224
 BZ1224.The geoid height was determined by GEOID03.
 BZ1224
 BZ1224.The dynamic height is computed by dividing the NAVD 88
 BZ1224.geopotential number by the normal gravity value computed on the
 BZ1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1224.degrees latitude (g = 980.6199 gals.).
 BZ1224
 BZ1224.The modeled gravity was interpolated from observed gravity values.
 BZ1224
 BZ1224;                    North         East    Units  Estimated Accuracy
 BZ1224;SPC TX C     - 3,162,960.      931,460.      MT  (+/- 180 meters Scaled)
 BZ1224
 BZ1224                          SUPERSEDED SURVEY CONTROL
 BZ1224
 BZ1224.No superseded survey control is available for this station.
 BZ1224
 BZ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV042427(NAD 83)
 BZ1224_MARKER: I = METAL ROD
 BZ1224_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1224+WITH SETTING: INFORMATION.
 BZ1224_SP_SET: METAL ROD DRIVEN INTO GROUND
 BZ1224_STAMPING: M 1475 1983
 BZ1224_MARK LOGO: NGS   
 BZ1224_PROJECTION: FLUSH
 BZ1224_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1224+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 BZ1224_ROD/PIPE-DEPTH: 2.1  meters
 BZ1224
 BZ1224  HISTORY     - Date     Condition        Report By
 BZ1224  HISTORY     - 1983     MONUMENTED       NGS
 BZ1224  HISTORY     - 19910117 GOOD             USGS
 BZ1224  HISTORY     - 20040124 GOOD             USPSQD
 BZ1224
 BZ1224                          STATION DESCRIPTION
 BZ1224
 BZ1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1224'17.3 KM (10.75 MI) WEST FROM KILLEEN.
 BZ1224'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BZ1224'7.1 KM (4.4 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ1224'STATION IN KILLEEN, THENCE 10.2 KM (6.35 MI) WESTERLY ALONG U.S.
 BZ1224'HIGHWAY 190, 0.3 KM (0.2 MI) SOUTHWEST OF THE JUNCTION OF FARM ROAD
 BZ1224'116, 41.4 METERS (135.8 FT) WEST OF THE SOUTHWEST CORNER OF A FENCE
 BZ1224'AROUND A TEXAS POWER AND LIGHT SUB-STATION, 20.2 METERS (66.3 FT)
 BZ1224'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.5 METERS (54.1 FT)
 BZ1224'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE, 3.7 METERS (12.1 FT)
 BZ1224'SOUTHEAST OF A FENCE AND 1.2 METERS (3.9 FT) NORTHEAST OF A UTILITY
 BZ1224'POLE WITH 2 GUY WIRES AND 3.7 METERS (12.1 FT) SOUTHEAST OF A FENCE.
 BZ1224'NOTE, REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS
 BZ1224'THROUGH A 5-INCH LOGO CAP.
 BZ1224'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BZ1224
 BZ1224                          STATION RECOVERY (1991)
 BZ1224
 BZ1224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ1224'0.25 MILE (0.40 KM) EAST-SOUTHEAST ALONG E. AVE D (FR 1113) FROM THE
 BZ1224'POST OFFICE IN COPPERAS COVE (802 E. AVE D) TO JUNCTION OF US 190,
 BZ1224'THENCE 1.25 MILES (2.01 KM) SOUTHWEST ALONG US 190, OPPOSITE TEXAS
 BZ1224'POWER AND LIGHT SUBSTATION, 0.2 MILE (0.3 KM) NORTHEAST OF THE
 BZ1224'JUNCTION OF FR 116, 136 FEET (41.5 M) SOUTHWEST OF THE NORTHWEST
 BZ1224'CORNER OF A WIRE FENCE AROUND THE SUBSTATION, 116 FEET (35.4 M)
 BZ1224'SOUTHWEST OF THE CENTERLINE OF ENTRANCE ROAD TO SUBSTATION, 66 FEET
 BZ1224'(20.1 M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET (3.7 M)
 BZ1224'SOUTHEAST OF A WIRE R/W FENCE, 3.9 FEET (1.2 M) NORTHEAST OF POWER
 BZ1224'POLE WITH 2 GUY WIRE, AND 1.0 FOOT (0.3 M) SOUTHWEST OF A FIBERGLASS
 BZ1224'WITNESS POST.  ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  A
 BZ1224'SHALLOW-SET METAL ROD SET TO THE DEPTH OF 6.9 FEET (2.1 M) AND
 BZ1224'ENCASED IN A PIPE SET FLUSH WITH THE GROUND, AND 3.3 FEET (1.0 M)
 BZ1224'BELOW THE HIGHWAY.
 BZ1224
 BZ1224                          STATION RECOVERY (2004)
 BZ1224
 BZ1224'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BZ1224'SEVERAL NEARBY POWER POLES WITH LARGE TRANSFORMERS AND HIGH VOLTAGE
 BZ1224'LINES PROBABLY MAKE THIS MARK UNSUITABLE FOR GPS OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2463 ***********************************************************************
 CS2463  DESIGNATION -  M 1476
 CS2463  PID         -  CS2463
 CS2463  STATE/COUNTY-  TX/JOHNSON
 CS2463  USGS QUAD   -  GRANDVIEW (1978)
 CS2463
 CS2463                         *CURRENT SURVEY CONTROL
 CS2463  ___________________________________________________________________
 CS2463* NAD 83(1986)-  32 19 30.     (N)    097 11 13.     (W)     SCALED    
 CS2463* NAVD 88     -       226.840  (meters)     744.22   (feet)  ADJUSTED  
 CS2463  ___________________________________________________________________
 CS2463  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CS2463  DYNAMIC HT  -         226.567 (meters)     743.33  (feet)  COMP
 CS2463  MODELED GRAV-     979,429.9   (mgal)                       NAVD 88
 CS2463
 CS2463  VERT ORDER  -  FIRST     CLASS II
 CS2463
 CS2463.The horizontal coordinates were scaled from a topographic map and have
 CS2463.an estimated accuracy of +/- 6 seconds.
 CS2463
 CS2463.The orthometric height was determined by differential leveling
 CS2463.and adjusted by the National Geodetic Survey in June 1991..
 CS2463
 CS2463.The geoid height was determined by GEOID03.
 CS2463
 CS2463.The dynamic height is computed by dividing the NAVD 88
 CS2463.geopotential number by the normal gravity value computed on the
 CS2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2463.degrees latitude (g = 980.6199 gals.).
 CS2463
 CS2463.The modeled gravity was interpolated from observed gravity values.
 CS2463
 CS2463;                    North         East    Units  Estimated Accuracy
 CS2463;SPC TXNC     - 2,073,780.      723,630.      MT  (+/- 180 meters Scaled)
 CS2463
 CS2463                          SUPERSEDED SURVEY CONTROL
 CS2463
 CS2463.No superseded survey control is available for this station.
 CS2463
 CS2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA706779(NAD 83)
 CS2463_MARKER: DB = BENCH MARK DISK
 CS2463_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2463_SP_SET: ABUTMENT
 CS2463_STAMPING: M 1476 1983
 CS2463_MARK LOGO: NGS   
 CS2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2463
 CS2463  HISTORY     - Date     Condition        Report By
 CS2463  HISTORY     - 1983     MONUMENTED       NGS
 CS2463  HISTORY     - 19910413 GOOD             USPSQD
 CS2463  HISTORY     - 19940330 GOOD             USPSQD
 CS2463  HISTORY     - 19990608 GOOD             USPSQD
 CS2463
 CS2463                          STATION DESCRIPTION
 CS2463
 CS2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2463'6.4 KM (3.95 MI) NORTH FROM GRANDVIEW.
 CS2463'0.2 KM (0.1 MI) EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE
 CS2463'MISSOURI, KANSAS AND TEXAS RAILROAD IN GRANDVIEW, THENCE 6.2 KM (3.85
 CS2463'MI) NORTHERLY ALONG U.S. HIGHWAY 81, IN TOP OF AND 0.1 METER (0.3 FT)
 CS2463'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE HIGHWAY
 CS2463'OVERPASS OVER A PAVED ROAD AND 22.2 METERS (72.8 FT) EAST OF THE
 CS2463'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.
 CS2463'THE MARK IS 1.0 M BELOW THE ROAD.
 CS2463
 CS2463                          STATION RECOVERY (1991)
 CS2463
 CS2463'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2463'RECOVERED IN GOOD CONDITION.
 CS2463
 CS2463                          STATION RECOVERY (1994)
 CS2463
 CS2463'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2463'RECOVERED IN GOOD CONDITION.
 CS2463
 CS2463                          STATION RECOVERY (1999)
 CS2463
 CS2463'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2441 ***********************************************************************
 CS2441  DESIGNATION -  M 1477
 CS2441  PID         -  CS2441
 CS2441  STATE/COUNTY-  TX/PARKER
 CS2441  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2441
 CS2441                         *CURRENT SURVEY CONTROL
 CS2441  ___________________________________________________________________
 CS2441* NAD 83(1986)-  32 43 45.     (N)    097 47 22.     (W)     SCALED    
 CS2441* NAVD 88     -       338.485  (meters)    1110.51   (feet)  ADJUSTED  
 CS2441  ___________________________________________________________________
 CS2441  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CS2441  DYNAMIC HT  -         338.072 (meters)    1109.16  (feet)  COMP
 CS2441  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 CS2441
 CS2441  VERT ORDER  -  FIRST     CLASS II
 CS2441
 CS2441.The horizontal coordinates were scaled from a topographic map and have
 CS2441.an estimated accuracy of +/- 6 seconds.
 CS2441
 CS2441.The orthometric height was determined by differential leveling
 CS2441.and adjusted by the National Geodetic Survey in June 1991..
 CS2441
 CS2441.The geoid height was determined by GEOID03.
 CS2441
 CS2441.The dynamic height is computed by dividing the NAVD 88
 CS2441.geopotential number by the normal gravity value computed on the
 CS2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2441.degrees latitude (g = 980.6199 gals.).
 CS2441
 CS2441.The modeled gravity was interpolated from observed gravity values.
 CS2441
 CS2441;                    North         East    Units  Estimated Accuracy
 CS2441;SPC TXNC     - 2,118,050.      666,600.      MT  (+/- 180 meters Scaled)
 CS2441
 CS2441                          SUPERSEDED SURVEY CONTROL
 CS2441
 CS2441.No superseded survey control is available for this station.
 CS2441
 CS2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB134219(NAD 83)
 CS2441_MARKER: DB = BENCH MARK DISK
 CS2441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2441_SP_SET: PIER
 CS2441_STAMPING: M 1477 1983
 CS2441_MARK LOGO: NGS   
 CS2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2441
 CS2441  HISTORY     - Date     Condition        Report By
 CS2441  HISTORY     - 1983     MONUMENTED       NGS
 CS2441  HISTORY     - 19910522 GOOD             USPSQD
 CS2441  HISTORY     - 19950820 GOOD             USPSQD
 CS2441  HISTORY     - 19970524 GOOD             USPSQD
 CS2441  HISTORY     - 20020317 GOOD             USPSQD
 CS2441
 CS2441                          STATION DESCRIPTION
 CS2441
 CS2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2441'IN WEATHERFORD.
 CS2441'IN WEATHERFORD, AT THE INTERSECTION OF INTERSTATE HIGHWAY 20 AND STATE
 CS2441'HIGHWAY 171, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF
 CS2441'4 PIERS OF THE HIGHWAY OVERPASS OVER THE INTERSTATE HIGHWAY,
 CS2441'8.5 METERS (27.9 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 CS2441'OF THE HIGHWAY AND 7.0 METERS (23.0 FT) EAST OF THE CENTER OF THE
 CS2441'HIGHWAY.
 CS2441'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2441
 CS2441                          STATION RECOVERY (1991)
 CS2441
 CS2441'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2441'RECOVERED IN GOOD CONDITION.
 CS2441
 CS2441                          STATION RECOVERY (1995)
 CS2441
 CS2441'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2441'RECOVERED IN GOOD CONDITION.
 CS2441
 CS2441                          STATION RECOVERY (1997)
 CS2441
 CS2441'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2441'RECOVERED IN GOOD CONDITION.
 CS2441
 CS2441                          STATION RECOVERY (2002)
 CS2441
 CS2441'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0893 ***********************************************************************
 CT0893  DESIGNATION -  M 1478
 CT0893  PID         -  CT0893
 CT0893  STATE/COUNTY-  TX/PARKER
 CT0893  USGS QUAD   -  BRAZOS EAST (1984)
 CT0893
 CT0893                         *CURRENT SURVEY CONTROL
 CT0893  ___________________________________________________________________
 CT0893* NAD 83(1986)-  32 40 18.     (N)    098 01 22.     (W)     SCALED    
 CT0893* NAVD 88     -       241.559  (meters)     792.51   (feet)  ADJUSTED  
 CT0893  ___________________________________________________________________
 CT0893  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0893  DYNAMIC HT  -         241.263 (meters)     791.54  (feet)  COMP
 CT0893  MODELED GRAV-     979,406.6   (mgal)                       NAVD 88
 CT0893
 CT0893  VERT ORDER  -  FIRST     CLASS II
 CT0893
 CT0893.The horizontal coordinates were scaled from a topographic map and have
 CT0893.an estimated accuracy of +/- 6 seconds.
 CT0893
 CT0893.The orthometric height was determined by differential leveling
 CT0893.and adjusted by the National Geodetic Survey in June 1991..
 CT0893
 CT0893.The geoid height was determined by GEOID03.
 CT0893
 CT0893.The dynamic height is computed by dividing the NAVD 88
 CT0893.geopotential number by the normal gravity value computed on the
 CT0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0893.degrees latitude (g = 980.6199 gals.).
 CT0893
 CT0893.The modeled gravity was interpolated from observed gravity values.
 CT0893
 CT0893;                    North         East    Units  Estimated Accuracy
 CT0893;SPC TXNC     - 2,111,550.      644,760.      MT  (+/- 180 meters Scaled)
 CT0893
 CT0893                          SUPERSEDED SURVEY CONTROL
 CT0893
 CT0893.No superseded survey control is available for this station.
 CT0893
 CT0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB916153(NAD 83)
 CT0893_MARKER: DB = BENCH MARK DISK
 CT0893_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0893_SP_SET: PIER
 CT0893_STAMPING: M 1478 1983
 CT0893_MARK LOGO: NGS   
 CT0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0893
 CT0893  HISTORY     - Date     Condition        Report By
 CT0893  HISTORY     - 1983     MONUMENTED       NGS
 CT0893  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 CT0893  HISTORY     - 19970524 GOOD             USPSQD
 CT0893  HISTORY     - 20020316 GOOD             USPSQD
 CT0893
 CT0893                          STATION DESCRIPTION
 CT0893
 CT0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0893'23.4 KM (14.55 MI) WEST FROM WEATHERFORD.
 CT0893'23.4 KM (14.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0893'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE
 CT0893'NORTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 2 PIERS OF A PAVED ROAD
 CT0893'OVERPASS OVER THE HIGHWAY, 15.1 METERS (49.5 FT) NORTHWEST OF THE
 CT0893'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 15.1 METERS
 CT0893'(49.5 FT) NORTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CT0893'HIGHWAY.
 CT0893'THE MARK IS 1.3 M ABOVE THE GROUND.
 CT0893
 CT0893                          STATION RECOVERY (1995)
 CT0893
 CT0893'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0893'MARK NOT FOUND.
 CT0893
 CT0893                          STATION RECOVERY (1997)
 CT0893
 CT0893'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0893'RECOVERED IN GOOD CONDITION.
 CT0893
 CT0893                          STATION RECOVERY (2002)
 CT0893
 CT0893'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2419 ***********************************************************************
 CS2419  DESIGNATION -  M 1479
 CS2419  PID         -  CS2419
 CS2419  STATE/COUNTY-  TX/TARRANT
 CS2419  USGS QUAD   -  FORT WORTH (1981)
 CS2419
 CS2419                         *CURRENT SURVEY CONTROL
 CS2419  ___________________________________________________________________
 CS2419* NAD 83(1986)-  32 44 08.     (N)    097 21 09.     (W)     SCALED    
 CS2419* NAVD 88     -       173.511  (meters)     569.26   (feet)  ADJUSTED  
 CS2419  ___________________________________________________________________
 CS2419  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS2419  DYNAMIC HT  -         173.307 (meters)     568.59  (feet)  COMP
 CS2419  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 CS2419
 CS2419  VERT ORDER  -  FIRST     CLASS II
 CS2419
 CS2419.The horizontal coordinates were scaled from a topographic map and have
 CS2419.an estimated accuracy of +/- 6 seconds.
 CS2419
 CS2419.The orthometric height was determined by differential leveling
 CS2419.and adjusted by the National Geodetic Survey in June 1991..
 CS2419
 CS2419.The geoid height was determined by GEOID03.
 CS2419
 CS2419.The dynamic height is computed by dividing the NAVD 88
 CS2419.geopotential number by the normal gravity value computed on the
 CS2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2419.degrees latitude (g = 980.6199 gals.).
 CS2419
 CS2419.The modeled gravity was interpolated from observed gravity values.
 CS2419
 CS2419;                    North         East    Units  Estimated Accuracy
 CS2419;SPC TXNC     - 2,119,120.      707,540.      MT  (+/- 180 meters Scaled)
 CS2419
 CS2419                          SUPERSEDED SURVEY CONTROL
 CS2419
 CS2419.No superseded survey control is available for this station.
 CS2419
 CS2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB543231(NAD 83)
 CS2419_MARKER: DB = BENCH MARK DISK
 CS2419_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2419_SP_SET: ABUTMENT
 CS2419_STAMPING: M 1479 1983
 CS2419_MARK LOGO: NGS   
 CS2419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2419
 CS2419  HISTORY     - Date     Condition        Report By
 CS2419  HISTORY     - 1983     MONUMENTED       NGS
 CS2419  HISTORY     - 1989     GOOD             USPSQD
 CS2419  HISTORY     - 19951118 GOOD             USPSQD
 CS2419  HISTORY     - 20011017 GOOD             USPSQD
 CS2419  HISTORY     - 20051119 GOOD             USPSQD
 CS2419
 CS2419                          STATION DESCRIPTION
 CS2419
 CS2419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2419'IN FORT WORTH.
 CS2419'IN FORT WORTH, AT THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD
 CS2419'AND FOREST PARK BOULEVARD, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 CS2419'SOUTHWEST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE BOULEVARD,
 CS2419'6.2 METERS (20.3 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 CS2419'BOUND LANES OF THE BOULEVARD AND 3.3 METERS (10.8 FT) SOUTHEAST OF THE
 CS2419'NEAR RAIL.
 CS2419'THE MARK IS 1.3 M ABOVE A SIDEWALK.
 CS2419
 CS2419                          STATION RECOVERY (1989)
 CS2419
 CS2419'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS2419'RECOVERED IN GOOD CONDITION.
 CS2419
 CS2419                          STATION RECOVERY (1995)
 CS2419
 CS2419'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2419'RECOVERED IN GOOD CONDITION.
 CS2419
 CS2419                          STATION RECOVERY (2001)
 CS2419
 CS2419'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2419'RECOVERED IN GOOD CONDITION.
 CS2419
 CS2419                          STATION RECOVERY (2005)
 CS2419
 CS2419'RECOVERY NOTE BY US POWER SQUADRON 2005 (JD)
 CS2419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1352 ***********************************************************************
 AY1352  DESIGNATION -  M 148
 AY1352  PID         -  AY1352
 AY1352  STATE/COUNTY-  TX/UVALDE
 AY1352  USGS QUAD   -  SYCAMORE MOUNTAIN (1971)
 AY1352
 AY1352                         *CURRENT SURVEY CONTROL
 AY1352  ___________________________________________________________________
 AY1352* NAD 83(1986)-  29 23 17.     (N)    099 59 14.     (W)     SCALED    
 AY1352* NAVD 88     -       340.892  (meters)    1118.41   (feet)  POSTED    
 AY1352  ___________________________________________________________________
 AY1352  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AY1352  DYNAMIC HT  -         340.390 (meters)    1116.76  (feet)  COMP
 AY1352  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 AY1352
 AY1352  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1352
 AY1352.The horizontal coordinates were scaled from a topographic map and have
 AY1352.an estimated accuracy of +/- 6 seconds.
 AY1352
 AY1352.The orthometric height was determined by differential leveling
 AY1352.and adjusted by the National Geodetic Survey in 1992..
 AY1352.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1352.rate of 1.1 thru 2.0 mm/km.
 AY1352
 AY1352.The geoid height was determined by GEOID03.
 AY1352
 AY1352.The dynamic height is computed by dividing the NAVD 88
 AY1352.geopotential number by the normal gravity value computed on the
 AY1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1352.degrees latitude (g = 980.6199 gals.).
 AY1352
 AY1352.The modeled gravity was interpolated from observed gravity values.
 AY1352
 AY1352;                    North         East    Units  Estimated Accuracy
 AY1352;SPC TXSC     - 4,172,710.      504,180.      MT  (+/- 180 meters Scaled)
 AY1352
 AY1352                          SUPERSEDED SURVEY CONTROL
 AY1352
 AY1352  NGVD 29 (??/??/92)  340.780  (m)         1118.04   (f) ADJ UNCH    2 0
 AY1352
 AY1352.Superseded values are not recommended for survey control.
 AY1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1352.See file dsdata.txt to determine how the superseded data were derived.
 AY1352
 AY1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT042513(NAD 83)
 AY1352_MARKER: DB = BENCH MARK DISK
 AY1352_SETTING: 66 = SET IN ROCK OUTCROP
 AY1352_SP_SET: BEDROCK
 AY1352_STAMPING: M 148 1939
 AY1352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1352+STABILITY: POSITION/ELEVATION WELL
 AY1352
 AY1352  HISTORY     - Date     Condition        Report By
 AY1352  HISTORY     - 1939     MONUMENTED       CGS
 AY1352  HISTORY     - 1971     GOOD             USGS
 AY1352
 AY1352                          STATION DESCRIPTION
 AY1352
 AY1352'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1352'15.8 MI NW FROM UVALDE.
 AY1352'UVALDE, JUNCTION OF STATE HIGHWAY 55 AND U. S. HIGHWAY 83, IN THE
 AY1352'NORTH PART OF UVALDE.  15.8 MILES NORTHWEST OF ALONG STATE HIGHWAY 55
 AY1352'TO THE EAST EDGE OF A SMALL HIGHWAY CUT.  105 FEET SOUTHWEST OF THE
 AY1352'CENTERLINE OF THE HIGHWAY, IN A ROCK OUTCROP IN THE SOUTHWEST BANK OF
 AY1352'THE OLD R. R. GRADE.  A STANDARD DISK, STAMPED M 148 1939 SET IN
 AY1352'BEDROCK ABOUT 2 FEET HIGHER THAN THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0935 ***********************************************************************
 CT0935  DESIGNATION -  M 1480
 CT0935  PID         -  CT0935
 CT0935  STATE/COUNTY-  TX/EASTLAND
 CT0935  USGS QUAD   -  RANGER (1987)
 CT0935
 CT0935                         *CURRENT SURVEY CONTROL
 CT0935  ___________________________________________________________________
 CT0935* NAD 83(1986)-  32 25 04.     (N)    098 44 18.     (W)     SCALED    
 CT0935* NAVD 88     -       475.821  (meters)    1561.09   (feet)  ADJUSTED  
 CT0935  ___________________________________________________________________
 CT0935  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CT0935  DYNAMIC HT  -         475.210 (meters)    1559.08  (feet)  COMP
 CT0935  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 CT0935
 CT0935  VERT ORDER  -  FIRST     CLASS II
 CT0935
 CT0935.The horizontal coordinates were scaled from a topographic map and have
 CT0935.an estimated accuracy of +/- 6 seconds.
 CT0935
 CT0935.The orthometric height was determined by differential leveling
 CT0935.and adjusted by the National Geodetic Survey in June 1991..
 CT0935
 CT0935.The geoid height was determined by GEOID03.
 CT0935
 CT0935.The dynamic height is computed by dividing the NAVD 88
 CT0935.geopotential number by the normal gravity value computed on the
 CT0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0935.degrees latitude (g = 980.6199 gals.).
 CT0935
 CT0935.The modeled gravity was interpolated from observed gravity values.
 CT0935
 CT0935;                    North         East    Units  Estimated Accuracy
 CT0935;SPC TXNC     - 2,083,320.      577,580.      MT  (+/- 180 meters Scaled)
 CT0935
 CT0935                          SUPERSEDED SURVEY CONTROL
 CT0935
 CT0935.No superseded survey control is available for this station.
 CT0935
 CT0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA246867(NAD 83)
 CT0935_MARKER: DB = BENCH MARK DISK
 CT0935_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0935_SP_SET: PIER
 CT0935_STAMPING: M 1480 1983
 CT0935_MARK LOGO: NGS   
 CT0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0935
 CT0935  HISTORY     - Date     Condition        Report By
 CT0935  HISTORY     - 1983     MONUMENTED       NGS
 CT0935  HISTORY     - 20020316 GOOD             USPSQD
 CT0935
 CT0935                          STATION DESCRIPTION
 CT0935
 CT0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0935'4.6 KM (2.85 MI) WEST FROM RANGER.
 CT0935'4.6 KM (2.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0935'JUNCTION WITH FARM ROAD 2461 IN RANGER, SET VERTICALLY IN THE SOUTH
 CT0935'FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF THE SOUTHWEST BOUND LANES
 CT0935'OF THE HIGHWAY OVERPASS OF A PAVED ROAD (EXIT 347), 9.7 METERS (31.8
 CT0935'FT) WEST OF THE CENTERLINE OF THE ROAD AND 5.6 METERS (18.4 FT)
 CT0935'SOUTHEAST OF THE CENTER OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 CT0935'THE MARK IS 1.3 M ABOVE THE ROAD.
 CT0935
 CT0935                          STATION RECOVERY (2002)
 CT0935
 CT0935'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0959 ***********************************************************************
 CT0959  DESIGNATION -  M 1481
 CT0959  PID         -  CT0959
 CT0959  STATE/COUNTY-  TX/CALLAHAN
 CT0959  USGS QUAD   -  BAIRD (1966)
 CT0959
 CT0959                         *CURRENT SURVEY CONTROL
 CT0959  ___________________________________________________________________
 CT0959* NAD 83(1986)-  32 24 08.     (N)    099 25 18.     (W)     SCALED    
 CT0959* NAVD 88     -       560.211  (meters)    1837.96   (feet)  ADJUSTED  
 CT0959  ___________________________________________________________________
 CT0959  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CT0959  DYNAMIC HT  -         559.480 (meters)    1835.56  (feet)  COMP
 CT0959  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 CT0959
 CT0959  VERT ORDER  -  FIRST     CLASS II
 CT0959
 CT0959.The horizontal coordinates were scaled from a topographic map and have
 CT0959.an estimated accuracy of +/- 6 seconds.
 CT0959
 CT0959.The orthometric height was determined by differential leveling
 CT0959.and adjusted by the National Geodetic Survey in June 1991..
 CT0959
 CT0959.The geoid height was determined by GEOID03.
 CT0959
 CT0959.The dynamic height is computed by dividing the NAVD 88
 CT0959.geopotential number by the normal gravity value computed on the
 CT0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0959.degrees latitude (g = 980.6199 gals.).
 CT0959
 CT0959.The modeled gravity was interpolated from observed gravity values.
 CT0959
 CT0959;                    North         East    Units  Estimated Accuracy
 CT0959;SPC TXNC     - 2,081,950.      513,300.      MT  (+/- 180 meters Scaled)
 CT0959
 CT0959                          SUPERSEDED SURVEY CONTROL
 CT0959
 CT0959.No superseded survey control is available for this station.
 CT0959
 CT0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA603850(NAD 83)
 CT0959_MARKER: DB = BENCH MARK DISK
 CT0959_SETTING: 66 = SET IN ROCK OUTCROP
 CT0959_SP_SET: ROCK OUTCROP
 CT0959_STAMPING: M 1481 1983
 CT0959_MARK LOGO: NGS   
 CT0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0959
 CT0959  HISTORY     - Date     Condition        Report By
 CT0959  HISTORY     - 1983     MONUMENTED       NGS
 CT0959  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0959
 CT0959                          STATION DESCRIPTION
 CT0959
 CT0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0959'30.5 KM (18.95 MI) EAST FROM ABILENE.
 CT0959'30.5 KM (18.95 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0959'THE RAILROAD STATION IN ABILENE, IN THE CENTER OF A 3- BY 40-FT
 CT0959'EXPOSED AREA OF BEDROCK IN A RAILROAD CUT, 27.6 METERS (90.6 FT)
 CT0959'SOUTHWEST OF THE CENTER OF A RAILROAD TELEPHONE BOX, 27.0 METERS
 CT0959'(88.8 FT) WEST OF THE EAST END OF THE CUT AND 13.6 METERS (44.6 FT)
 CT0959'SOUTH OF THE NEAR RAIL.
 CT0959'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CT0959'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CT0959
 CT0959                          STATION RECOVERY (2001)
 CT0959
 CT0959'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0638 ***********************************************************************
 DO0638  DESIGNATION -  M 1482
 DO0638  PID         -  DO0638
 DO0638  STATE/COUNTY-  TX/WICHITA
 DO0638  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0638
 DO0638                         *CURRENT SURVEY CONTROL
 DO0638  ___________________________________________________________________
 DO0638* NAD 83(1986)-  33 54 31.     (N)    098 28 50.     (W)     SCALED    
 DO0638* NAVD 88     -       288.122  (meters)     945.28   (feet)  ADJUSTED  
 DO0638  ___________________________________________________________________
 DO0638  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DO0638  DYNAMIC HT  -         287.805 (meters)     944.24  (feet)  COMP
 DO0638  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 DO0638
 DO0638  VERT ORDER  -  FIRST     CLASS II
 DO0638
 DO0638.The horizontal coordinates were scaled from a topographic map and have
 DO0638.an estimated accuracy of +/- 6 seconds.
 DO0638
 DO0638.The orthometric height was determined by differential leveling
 DO0638.and adjusted by the National Geodetic Survey in June 1991..
 DO0638
 DO0638.The geoid height was determined by GEOID03.
 DO0638
 DO0638.The dynamic height is computed by dividing the NAVD 88
 DO0638.geopotential number by the normal gravity value computed on the
 DO0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0638.degrees latitude (g = 980.6199 gals.).
 DO0638
 DO0638.The modeled gravity was interpolated from observed gravity values.
 DO0638
 DO0638;                    North         East    Units  Estimated Accuracy
 DO0638;SPC TXNC     - 2,248,620.      601,800.      MT  (+/- 180 meters Scaled)
 DO0638
 DO0638                          SUPERSEDED SURVEY CONTROL
 DO0638
 DO0638.No superseded survey control is available for this station.
 DO0638
 DO0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC480521(NAD 83)
 DO0638_MARKER: I = METAL ROD
 DO0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0638_SP_SET: STAINLESS STEEL ROD
 DO0638_STAMPING: M 1482 1984
 DO0638_MARK LOGO: NGS   
 DO0638_PROJECTION: FLUSH
 DO0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0638_ROD/PIPE-DEPTH: 13.4 meters
 DO0638
 DO0638  HISTORY     - Date     Condition        Report By
 DO0638  HISTORY     - 1984     MONUMENTED       NGS
 DO0638  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0638
 DO0638                          STATION DESCRIPTION
 DO0638
 DO0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0638'IN WICHITA FALLS.
 DO0638'IN WICHITA FALLS, AT THE INTERSECTION OF HUMES AVENUE AND THE
 DO0638'BURLINGTON NORTHERN RAILROAD, 13.5 METERS (44.3 FT) SOUTHEAST OF THE
 DO0638'CENTER OF THE AVENUE, 4.9 METERS (16.1 FT) NORTHEAST OF THE NEAR RAIL,
 DO0638'AND 0.8 METER (2.6 FT) NORTHWEST OF UTILITY POLE NUMBER U7J.
 DO0638'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DO0638'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DO0638'THE MARK IS 1.0 M BELOW THE TRACKS.
 DO0638
 DO0638                          STATION RECOVERY (2001)
 DO0638
 DO0638'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0529 ***********************************************************************
 EM0529  DESIGNATION -  M 1483
 EM0529  PID         -  EM0529
 EM0529  STATE/COUNTY-  TX/WILBARGER
 EM0529  USGS QUAD   -  HARROLD (1990)
 EM0529
 EM0529                         *CURRENT SURVEY CONTROL
 EM0529  ___________________________________________________________________
 EM0529* NAD 83(1986)-  34 04 34.     (N)    099 01 21.     (W)     SCALED    
 EM0529* NAVD 88     -       370.944  (meters)    1217.01   (feet)  ADJUSTED  
 EM0529  ___________________________________________________________________
 EM0529  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EM0529  DYNAMIC HT  -         370.532 (meters)    1215.65  (feet)  COMP
 EM0529  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 EM0529
 EM0529  VERT ORDER  -  FIRST     CLASS II
 EM0529
 EM0529.The horizontal coordinates were scaled from a topographic map and have
 EM0529.an estimated accuracy of +/- 6 seconds.
 EM0529
 EM0529.The orthometric height was determined by differential leveling
 EM0529.and adjusted by the National Geodetic Survey in June 1991..
 EM0529
 EM0529.The geoid height was determined by GEOID03.
 EM0529
 EM0529.The dynamic height is computed by dividing the NAVD 88
 EM0529.geopotential number by the normal gravity value computed on the
 EM0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0529.degrees latitude (g = 980.6199 gals.).
 EM0529
 EM0529.The modeled gravity was interpolated from observed gravity values.
 EM0529
 EM0529;                    North         East    Units  Estimated Accuracy
 EM0529;SPC TXNC     - 2,267,320.      551,770.      MT  (+/- 180 meters Scaled)
 EM0529
 EM0529                          SUPERSEDED SURVEY CONTROL
 EM0529
 EM0529.No superseded survey control is available for this station.
 EM0529
 EM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC979705(NAD 83)
 EM0529_MARKER: DB = BENCH MARK DISK
 EM0529_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0529_SP_SET: PIER
 EM0529_STAMPING: M 1483 1984
 EM0529_MARK LOGO: NGS   
 EM0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0529
 EM0529  HISTORY     - Date     Condition        Report By
 EM0529  HISTORY     - 1984     MONUMENTED       NGS
 EM0529
 EM0529                          STATION DESCRIPTION
 EM0529
 EM0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0529'26.3 KM (16.35 MI) SE FROM VERNON.
 EM0529'26.3 KM (16.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 EM0529'RAILROAD FROM THE STATION IN VERNON, SET VERTICALLY IN THE SOUTHWEST
 EM0529'FACE OF THE MOST SOUTHWESTERLY 1 OF 3 COLUMNS OF THE 1ST PIER
 EM0529'SOUTHEAST OF THE NORTHWEST ABUTMENT OF U.S. HIGHWAY 287 SOUTHBOUND
 EM0529'LANES OF THE OVERPASS OVER STATE HIGHWAY 240, 82.3 METERS (270.0 FT)
 EM0529'NORTHEAST OF THE NEAR RAIL, 9.4 METERS (30.8 FT) NORTHWEST OF THE
 EM0529'CENTER OF THE HIGHWAY, AND 5.5 METERS (18.0 FT) SOUTHWEST OF THE
 EM0529'CENTER OF THE HIGHWAY.
 EM0529'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0587 ***********************************************************************
 EN0587  DESIGNATION -  M 1484
 EN0587  PID         -  EN0587
 EN0587  STATE/COUNTY-  TX/CHILDRESS
 EN0587  USGS QUAD   -  CAREY (1981)
 EN0587
 EN0587                         *CURRENT SURVEY CONTROL
 EN0587  ___________________________________________________________________
 EN0587* NAD 83(1986)-  34 29 20.     (N)    100 20 47.     (W)     SCALED    
 EN0587* NAVD 88     -       550.357  (meters)    1805.63   (feet)  ADJUSTED  
 EN0587  ___________________________________________________________________
 EN0587  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EN0587  DYNAMIC HT  -         549.731 (meters)    1803.58  (feet)  COMP
 EN0587  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 EN0587
 EN0587  VERT ORDER  -  FIRST     CLASS II
 EN0587
 EN0587.The horizontal coordinates were scaled from a topographic map and have
 EN0587.an estimated accuracy of +/- 6 seconds.
 EN0587
 EN0587.The orthometric height was determined by differential leveling
 EN0587.and adjusted by the National Geodetic Survey in June 1991..
 EN0587
 EN0587.The geoid height was determined by GEOID03.
 EN0587
 EN0587.The dynamic height is computed by dividing the NAVD 88
 EN0587.geopotential number by the normal gravity value computed on the
 EN0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0587.degrees latitude (g = 980.6199 gals.).
 EN0587
 EN0587.The modeled gravity was interpolated from observed gravity values.
 EN0587
 EN0587;                    North         East    Units  Estimated Accuracy
 EN0587;SPC TX N     - 1,054,860.      305,960.      MT  (+/- 180 meters Scaled)
 EN0587
 EN0587                          SUPERSEDED SURVEY CONTROL
 EN0587
 EN0587.No superseded survey control is available for this station.
 EN0587
 EN0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD763171(NAD 83)
 EN0587_MARKER: I = METAL ROD
 EN0587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EN0587+WITH SETTING: INFORMATION.
 EN0587_SP_SET: SHALLOW SET METAL ROD
 EN0587_STAMPING: M 1484 1984
 EN0587_MARK LOGO: NGS   
 EN0587_PROJECTION: FLUSH
 EN0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0587+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EN0587_ROD/PIPE-DEPTH: 1.9  meters
 EN0587
 EN0587  HISTORY     - Date     Condition        Report By
 EN0587  HISTORY     - 1984     MONUMENTED       NGS
 EN0587  HISTORY     - 20030408 GOOD             GEOCAC
 EN0587
 EN0587                          STATION DESCRIPTION
 EN0587
 EN0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0587'12.7 KM (7.9 MI) NW FROM CHILDRESS.
 EN0587'12.7 KM (7.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0587'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 1.4 KM (0.85 MI) NORTHWEST
 EN0587'OF A HIGHWAY BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD, 0.5 KM
 EN0587'(0.3 MI) SOUTHEAST OF A SMALL HIGHWAY BRIDGE, 16.7 M (54.8 FT)
 EN0587'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EN0587'HIGHWAY, AND 0.6 M (2.0 FT) SOUTHEAST OF A T-FENCE.  NOTE=REFUSAL WAS
 EN0587'REACHED AT 6.0 FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EN0587'LOGO CAP.
 EN0587'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0587'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EN0587
 EN0587                          STATION RECOVERY (2003)
 EN0587
 EN0587'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 EN0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0925 ***********************************************************************
 DN0925  DESIGNATION -  M 1485
 DN0925  PID         -  DN0925
 DN0925  STATE/COUNTY-  TX/WISE
 DN0925  USGS QUAD   -  DECATUR (1972)
 DN0925
 DN0925                         *CURRENT SURVEY CONTROL
 DN0925  ___________________________________________________________________
 DN0925* NAD 83(1993)-  33 09 32.03485(N)    097 31 23.69595(W)     ADJUSTED  
 DN0925* NAVD 88     -       284.899  (meters)     934.71   (feet)  ADJUSTED  
 DN0925  ___________________________________________________________________
 DN0925  X           -    -699,822.093 (meters)                     COMP
 DN0925  Y           -  -5,299,060.207 (meters)                     COMP
 DN0925  Z           -   3,468,865.702 (meters)                     COMP
 DN0925  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 DN0925  ELLIP HEIGHT-         257.20  (meters)          (02/16/96) GPS OBS
 DN0925  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DN0925  DYNAMIC HT  -         284.567 (meters)     933.62  (feet)  COMP
 DN0925  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 DN0925
 DN0925  HORZ ORDER  -  THIRD
 DN0925  VERT ORDER  -  FIRST     CLASS II
 DN0925  ELLP ORDER  -  FIFTH     CLASS I
 DN0925
 DN0925.The horizontal coordinates were established by GPS observations
 DN0925.and adjusted by the National Geodetic Survey in February 1996..
 DN0925
 DN0925.The orthometric height was determined by differential leveling
 DN0925.and adjusted by the National Geodetic Survey in June 1991..
 DN0925
 DN0925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN0925
 DN0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0925
 DN0925.The ellipsoidal height was determined by GPS observations
 DN0925.and is referenced to NAD 83.
 DN0925
 DN0925.The geoid height was determined by GEOID03.
 DN0925
 DN0925.The dynamic height is computed by dividing the NAVD 88
 DN0925.geopotential number by the normal gravity value computed on the
 DN0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0925.degrees latitude (g = 980.6199 gals.).
 DN0925
 DN0925.The modeled gravity was interpolated from observed gravity values.
 DN0925
 DN0925;                    North         East     Units Scale Factor Converg.
 DN0925;SPC TXNC     - 2,165,896.975   691,103.801   MT  0.99987437   +0 31 57.8
 DN0925;SPC TXNC     - 7,105,946.99  2,267,396.39   sFT  0.99987437   +0 31 57.8
 DN0925;UTM  14      - 3,669,873.496   637,710.300   MT  0.99983382   +0 48 28.3
 DN0925
 DN0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0925!SPC TXNC     -   0.99995962  x   0.99987437  =   0.99983400
 DN0925!UTM  14      -   0.99995962  x   0.99983382  =   0.99979345
 DN0925
 DN0925                          SUPERSEDED SURVEY CONTROL
 DN0925
 DN0925  NAD 83(1993)-  33 09 32.03925(N)    097 31 23.68988(W) AD(       ) 3
 DN0925  NAD 83(1986)-  33 09 32.04036(N)    097 31 23.68435(W) AD(       ) 3
 DN0925  NAD 27      -  33 09 31.62165(N)    097 31 22.60391(W) AD(       ) 3
 DN0925  NGVD 29 (12/08/88)  284.84   (m)          934.5    (f) LEVELING    3  
 DN0925
 DN0925.Superseded values are not recommended for survey control.
 DN0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0925.See file dsdata.txt to determine how the superseded data were derived.
 DN0925
 DN0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3771069873(NAD 83)
 DN0925_MARKER: DB = BENCH MARK DISK
 DN0925_SETTING: 66 = SET IN ROCK OUTCROP
 DN0925_SP_SET: ROCK OUTCROP
 DN0925_STAMPING: M 1485 1984
 DN0925_MARK LOGO: NGS   
 DN0925_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0925+STABILITY: POSITION/ELEVATION WELL
 DN0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0925+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1988
 DN0925
 DN0925  HISTORY     - Date     Condition        Report By
 DN0925  HISTORY     - 1984     MONUMENTED       NGS
 DN0925  HISTORY     - 19871015 GOOD             NGS
 DN0925  HISTORY     - 19880412 GOOD
 DN0925  HISTORY     - 19970927 GOOD             USPSQD
 DN0925
 DN0925                          STATION DESCRIPTION
 DN0925
 DN0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0925'10.1 KM (6.25 MI) SE FROM DECATUR.
 DN0925'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 DN0925'10.1 KM (6.25 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0925'FROM THE STATION IN DECATUR, NEAR THE CENTER OF AN 8 FT OVAL EXPOSED
 DN0925'AREA OF OUTCROPPING BEDROCK, 106.0 METERS (347.8 FT) SOUTHWEST OF
 DN0925'MILEPOST 34, 96.0 METERS (315.O FT) SOUTHWEST OF THE NEAR RAIL, AND
 DN0925'22.3 METERS (73.2 FT) NORTHEAST OF A FENCE, AND 19.2 METERS (63.0 FT)
 DN0925'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF U.S.
 DN0925'HIGHWAYS 287 AND 81.
 DN0925'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 DN0925
 DN0925                          STATION RECOVERY (1987)
 DN0925
 DN0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DN0925'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) NORTHWEST OF RHONE, AND
 DN0925'10 KM (6.20 MI) SOUTHEAST OF DECATUR, ON HIGHWAY
 DN0925'RIGHT-OF-WAY.OWNERSHIP-- TEXAS DEPARTMENT OF HIGHWAYS AUSTIN, TX.
 DN0925'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81, 287 AND
 DN0925'380 IN DECATUR.  GO SOUTHEAST ON HIGHWAYS 81 AND 287 FOR 6.3 KM
 DN0925'(3.90 MI) TO FARM ROAD 2264 ON THE LEFT.  CONTINUE SOUTHEAST FOR 5.3
 DN0925'KM (3.30 MI) TO A CROSSOVER ON THE LEFT AND A ROAD ON THE RIGHT
 DN0925'LEADING TO A BRICK HOUSE.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR
 DN0925'0.5KM (0.30 MI) TO THE STATION ON THE RIGHT.
 DN0925'THE MARK IS SET 106.0 M (347.8 FT) SOUTHWEST AND ACROSS THE HIGHWAY
 DN0925'FROM RAILROAD MILEPOST NUMBER 34, 22.2 M (72.8 FT) NORTHEAST OF THE
 DN0925'RIGHT-OF WAY FENCE, 19.2 M (63.0 FT) SOUTHWEST OF THE CENTERLINE OF
 DN0925'THE SOUTHEAST BOUND LANE OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF
 DN0925'A WITNESS POST, AND NEAR THE CENTER OF A 8 FT OVAL EXPOSED AREA
 DN0925'OFOUTCROPPING BEDROCK.
 DN0925'DESCRIBED BY B.L.L.
 DN0925
 DN0925                          STATION RECOVERY (1988)
 DN0925
 DN0925'RECOVERED 1988
 DN0925'RECOVERED IN GOOD CONDITION.
 DN0925
 DN0925                          STATION RECOVERY (1997)
 DN0925
 DN0925'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0614 ***********************************************************************
 DO0614  DESIGNATION -  M 1486
 DO0614  PID         -  DO0614
 DO0614  STATE/COUNTY-  TX/CLAY
 DO0614  USGS QUAD   -  BELLEVUE (1968)
 DO0614
 DO0614                         *CURRENT SURVEY CONTROL
 DO0614  ___________________________________________________________________
 DO0614* NAD 83(1986)-  33 37 56.     (N)    098 00 16.     (W)     SCALED    
 DO0614* NAVD 88     -       311.476  (meters)    1021.90   (feet)  ADJUSTED  
 DO0614  ___________________________________________________________________
 DO0614  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DO0614  DYNAMIC HT  -         311.130 (meters)    1020.77  (feet)  COMP
 DO0614  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 DO0614
 DO0614  VERT ORDER  -  FIRST     CLASS II
 DO0614
 DO0614.The horizontal coordinates were scaled from a topographic map and have
 DO0614.an estimated accuracy of +/- 6 seconds.
 DO0614
 DO0614.The orthometric height was determined by differential leveling
 DO0614.and adjusted by the National Geodetic Survey in June 1991..
 DO0614
 DO0614.The geoid height was determined by GEOID03.
 DO0614
 DO0614.The dynamic height is computed by dividing the NAVD 88
 DO0614.geopotential number by the normal gravity value computed on the
 DO0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0614.degrees latitude (g = 980.6199 gals.).
 DO0614
 DO0614.The modeled gravity was interpolated from observed gravity values.
 DO0614
 DO0614;                    North         East    Units  Estimated Accuracy
 DO0614;SPC TXNC     - 2,218,070.      645,970.      MT  (+/- 180 meters Scaled)
 DO0614
 DO0614                          SUPERSEDED SURVEY CONTROL
 DO0614
 DO0614.No superseded survey control is available for this station.
 DO0614
 DO0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC923218(NAD 83)
 DO0614_MARKER: DB = BENCH MARK DISK
 DO0614_SETTING: 66 = SET IN ROCK OUTCROP
 DO0614_SP_SET: ROCK OUTCROP
 DO0614_STAMPING: M 1486 1984
 DO0614_MARK LOGO: NGS   
 DO0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0614+STABILITY: POSITION/ELEVATION WELL
 DO0614
 DO0614  HISTORY     - Date     Condition        Report By
 DO0614  HISTORY     - 1984     MONUMENTED       NGS
 DO0614
 DO0614                          STATION DESCRIPTION
 DO0614
 DO0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0614'16.5 KM (10.25 MI) NW FROM BOWIE.
 DO0614'16.5 KM (10.25 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN
 DO0614'RAILROAD FROM THE STATION IN BOWIE, IN THE CENTER OF THE SOUTHEASTERN
 DO0614'1/2 OF A 4- BY 14-FT EXPOSED AREA OF OUTCROPPING BEDROCK AT THE SOUTH
 DO0614'END OF A RAILROAD CUT,  36.0 METERS (118.1 FT) NORTHEAST OF THE
 DO0614'CENTERLINE OF THE NORTHWEST BOUND LANES OF U.S. HIGHWAY 287,
 DO0614'10.2 METERS (33.5 FT) WEST OF A UTILITY POLE, AND 5.9 METERS METERS
 DO0614'(19.4 FT) NORTHEAST OF THE NEAR RAIL.
 DO0614'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DO0614'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0561 ***********************************************************************
 EM0561  DESIGNATION -  M 1487
 EM0561  PID         -  EM0561
 EM0561  STATE/COUNTY-  TX/HARDEMAN
 EM0561  USGS QUAD   -  QUANAH EAST (1984)
 EM0561
 EM0561                         *CURRENT SURVEY CONTROL
 EM0561  ___________________________________________________________________
 EM0561* NAD 83(1986)-  34 16 27.     (N)    099 40 21.     (W)     SCALED    
 EM0561* NAVD 88     -       464.882  (meters)    1525.20   (feet)  ADJUSTED  
 EM0561  ___________________________________________________________________
 EM0561  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EM0561  DYNAMIC HT  -         464.358 (meters)    1523.48  (feet)  COMP
 EM0561  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 EM0561
 EM0561  VERT ORDER  -  FIRST     CLASS II
 EM0561
 EM0561.The horizontal coordinates were scaled from a topographic map and have
 EM0561.an estimated accuracy of +/- 6 seconds.
 EM0561
 EM0561.The orthometric height was determined by differential leveling
 EM0561.and adjusted by the National Geodetic Survey in June 1991..
 EM0561
 EM0561.The geoid height was determined by GEOID03.
 EM0561
 EM0561.The dynamic height is computed by dividing the NAVD 88
 EM0561.geopotential number by the normal gravity value computed on the
 EM0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0561.degrees latitude (g = 980.6199 gals.).
 EM0561
 EM0561.The modeled gravity was interpolated from observed gravity values.
 EM0561
 EM0561;                    North         East    Units  Estimated Accuracy
 EM0561;SPC TXNC     - 2,289,770.      492,020.      MT  (+/- 180 meters Scaled)
 EM0561
 EM0561                          SUPERSEDED SURVEY CONTROL
 EM0561
 EM0561.No superseded survey control is available for this station.
 EM0561
 EM0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC380927(NAD 83)
 EM0561_MARKER: I = METAL ROD
 EM0561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0561_SP_SET: STAINLESS STEEL ROD
 EM0561_STAMPING: M 1487 1984
 EM0561_MARK LOGO: NGS   
 EM0561_PROJECTION: FLUSH
 EM0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0561_ROD/PIPE-DEPTH: 4.9  meters
 EM0561
 EM0561  HISTORY     - Date     Condition        Report By
 EM0561  HISTORY     - 1984     MONUMENTED       NGS
 EM0561
 EM0561                          STATION DESCRIPTION
 EM0561
 EM0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0561'6.7 KM (4.15 MI) SE FROM QUANAH.
 EM0561'6.7 KM (4.15 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0561'JUNCTION WITH STATE HIGHWAY 6 IN QUANAH, AT A POWERLINE CROSSING, 47.2
 EM0561'M (154.9 FT) SOUTH OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 EM0561'THE HIGHWAY, 34.4 M (112.9 FT) EAST OF THE CENTER OF A PAVED ROAD
 EM0561'LEADING SOUTH TO LAKE PAULINE, 3.3 M (10.8 FT) WEST OF A FENCE, 1.5 M
 EM0561'(4.9 FT) NORTH OF A FENCE, AND 0.6 M (2.0 FT) EAST OF A UTILITY POLE.
 EM0561'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0561'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EM0561'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1291 ***********************************************************************
 GL1291  DESIGNATION -  M 1488
 GL1291  PID         -  GL1291
 GL1291  STATE/COUNTY-  TX/DALLAM
 GL1291  USGS QUAD   -  BOLIN NE (1973)
 GL1291
 GL1291                         *CURRENT SURVEY CONTROL
 GL1291  ___________________________________________________________________
 GL1291* NAD 83(1986)-  36 11 48.     (N)    102 30 35.     (W)     SCALED    
 GL1291* NAVD 88     -      1236.920  (meters)    4058.13   (feet)  ADJUSTED  
 GL1291  ___________________________________________________________________
 GL1291  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 GL1291  DYNAMIC HT  -        1235.496 (meters)    4053.46  (feet)  COMP
 GL1291  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 GL1291
 GL1291  VERT ORDER  -  FIRST     CLASS II
 GL1291
 GL1291.The horizontal coordinates were scaled from a topographic map and have
 GL1291.an estimated accuracy of +/- 6 seconds.
 GL1291
 GL1291.The orthometric height was determined by differential leveling
 GL1291.and adjusted by the National Geodetic Survey in June 1991..
 GL1291
 GL1291.The geoid height was determined by GEOID03.
 GL1291
 GL1291.The dynamic height is computed by dividing the NAVD 88
 GL1291.geopotential number by the normal gravity value computed on the
 GL1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1291.degrees latitude (g = 980.6199 gals.).
 GL1291
 GL1291.The modeled gravity was interpolated from observed gravity values.
 GL1291
 GL1291;                    North         East    Units  Estimated Accuracy
 GL1291;SPC TX N     - 1,244,160.      109,190.      MT  (+/- 180 meters Scaled)
 GL1291
 GL1291                          SUPERSEDED SURVEY CONTROL
 GL1291
 GL1291.No superseded survey control is available for this station.
 GL1291
 GL1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA239086(NAD 83)
 GL1291_MARKER: I = METAL ROD
 GL1291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1291_SP_SET: STAINLESS STEEL ROD
 GL1291_STAMPING: M 1488 1985
 GL1291_MARK LOGO: NGS   
 GL1291_PROJECTION: FLUSH
 GL1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1291_ROD/PIPE-DEPTH: 4.9  meters
 GL1291
 GL1291  HISTORY     - Date     Condition        Report By
 GL1291  HISTORY     - 1985     MONUMENTED       NGS
 GL1291
 GL1291                          STATION DESCRIPTION
 GL1291
 GL1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1291'15.1 KM (9.4 MI) NORTH FROM DALHART.
 GL1291'15.1 KM (9.4 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1291'WITH U.S. HIGHWAY 54 IN DALHART, 23.7 M (77.8 FT) EAST OF THE
 GL1291'CENTERLINE OF THE HIGHWAY, 17.4 M (57.1 FT) NORTH OF THE CENTER OF A
 GL1291'WIRE GATE AND FIELD ENTRANCE. AND 1.8 M (5.9 FT) SOUTH OF A UTILITY
 GL1291'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1291'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1291'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0574 ***********************************************************************
 EN0574  DESIGNATION -  M 1489
 EN0574  PID         -  EN0574
 EN0574  STATE/COUNTY-  TX/CHILDRESS
 EN0574  USGS QUAD   -  KIRKLAND NORTH (1981)
 EN0574
 EN0574                         *CURRENT SURVEY CONTROL
 EN0574  ___________________________________________________________________
 EN0574* NAD 83(1986)-  34 23 33.     (N)    100 06 19.     (W)     SCALED    
 EN0574* NAVD 88     -       511.375  (meters)    1677.74   (feet)  ADJUSTED  
 EN0574  ___________________________________________________________________
 EN0574  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 EN0574  DYNAMIC HT  -         510.794 (meters)    1675.83  (feet)  COMP
 EN0574  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 EN0574
 EN0574  VERT ORDER  -  FIRST     CLASS II
 EN0574
 EN0574.The horizontal coordinates were scaled from a topographic map and have
 EN0574.an estimated accuracy of +/- 6 seconds.
 EN0574
 EN0574.The orthometric height was determined by differential leveling
 EN0574.and adjusted by the National Geodetic Survey in June 1991..
 EN0574
 EN0574.The geoid height was determined by GEOID03.
 EN0574
 EN0574.The dynamic height is computed by dividing the NAVD 88
 EN0574.geopotential number by the normal gravity value computed on the
 EN0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0574.degrees latitude (g = 980.6199 gals.).
 EN0574
 EN0574.The modeled gravity was interpolated from observed gravity values.
 EN0574
 EN0574;                    North         East    Units  Estimated Accuracy
 EN0574;SPC TX N     - 1,044,450.      328,260.      MT  (+/- 180 meters Scaled)
 EN0574
 EN0574                          SUPERSEDED SURVEY CONTROL
 EN0574
 EN0574.No superseded survey control is available for this station.
 EN0574
 EN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD984062(NAD 83)
 EN0574_MARKER: I = METAL ROD
 EN0574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0574_SP_SET: STAINLESS STEEL ROD
 EN0574_STAMPING: M 1489 1984
 EN0574_MARK LOGO: NGS   
 EN0574_PROJECTION: FLUSH
 EN0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0574+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2006
 EN0574_ROD/PIPE-DEPTH: 13.1 meters
 EN0574
 EN0574  HISTORY     - Date     Condition        Report By
 EN0574  HISTORY     - 1984     MONUMENTED       NGS
 EN0574  HISTORY     - 20060213 GOOD             JCLS
 EN0574
 EN0574                          STATION DESCRIPTION
 EN0574
 EN0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0574'12.1 KM (7.5 MI) SE FROM CHILDRESS.
 EN0574'12.1 KM (7.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0574'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 1.4 KM (0.85 MI) NORTHWEST
 EN0574'OF FARM ROAD 2638, 30.0 M (98.4 FT) SOUTHEAST OF A FENCE CORNER, 23.1
 EN0574'M (75.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES
 EN0574'OF THE HIGHWAY, AND 15.1 M (49.5 FT) NORTH OF THE SOUTHEAST END OF A
 EN0574'GUARD RAIL.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EN0574'CAP.
 EN0574'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0574'THE MARK IS 2.1 M BELOW THE HIGHWAY.
 EN0574
 EN0574                          STATION RECOVERY (2006)
 EN0574
 EN0574'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 EN0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1116 ***********************************************************************
 CS1116  DESIGNATION -  M 149
 CS1116  PID         -  CS1116
 CS1116  STATE/COUNTY-  TX/DALLAS
 CS1116  USGS QUAD   -  GARLAND (1973)
 CS1116
 CS1116                         *CURRENT SURVEY CONTROL
 CS1116  ___________________________________________________________________
 CS1116* NAD 83(1986)-  32 54 24.     (N)    096 40 58.     (W)     SCALED    
 CS1116* NAVD 88     -       190.714  (meters)     625.70   (feet)  ADJUSTED  
 CS1116  ___________________________________________________________________
 CS1116  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CS1116  DYNAMIC HT  -         190.503 (meters)     625.01  (feet)  COMP
 CS1116  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CS1116
 CS1116  VERT ORDER  -  FIRST     CLASS II
 CS1116
 CS1116.The horizontal coordinates were scaled from a topographic map and have
 CS1116.an estimated accuracy of +/- 6 seconds.
 CS1116
 CS1116.The orthometric height was determined by differential leveling
 CS1116.and adjusted by the National Geodetic Survey in June 1991..
 CS1116
 CS1116.The geoid height was determined by GEOID03.
 CS1116
 CS1116.The dynamic height is computed by dividing the NAVD 88
 CS1116.geopotential number by the normal gravity value computed on the
 CS1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1116.degrees latitude (g = 980.6199 gals.).
 CS1116
 CS1116.The modeled gravity was interpolated from observed gravity values.
 CS1116
 CS1116;                    North         East    Units  Estimated Accuracy
 CS1116;SPC TXNC     - 2,138,970.      769,970.      MT  (+/- 180 meters Scaled)
 CS1116
 CS1116                          SUPERSEDED SURVEY CONTROL
 CS1116
 CS1116  NGVD 29 (??/??/92)  190.726  (m)          625.74   (f) ADJ UNCH    1 2
 CS1116
 CS1116.Superseded values are not recommended for survey control.
 CS1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1116.See file dsdata.txt to determine how the superseded data were derived.
 CS1116
 CS1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB167433(NAD 83)
 CS1116_MARKER: DB = BENCH MARK DISK
 CS1116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1116_SP_SET: CULVERT
 CS1116_STAMPING: M 149 1939
 CS1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1116
 CS1116  HISTORY     - Date     Condition        Report By
 CS1116  HISTORY     - 1939     MONUMENTED       CGS
 CS1116  HISTORY     - 1952     GOOD             NGS
 CS1116  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1116  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1116
 CS1116                          STATION DESCRIPTION
 CS1116
 CS1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1116'2.8 MI SW FROM GARLAND.
 CS1116'2.8 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 CS1116'TEXAS FROM THE STATION AT GARLAND, 7 POLES NORTHEAST OF MILEPOST 754,
 CS1116'25 FEET WEST OF THE CENTER OF THE JUPITER ROAD CROSSING, 13 FEET
 CS1116'NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE NORTHWEST
 CS1116'HEADWALL OF A CONCRETE CULVERT.
 CS1116
 CS1116                          STATION RECOVERY (1986)
 CS1116
 CS1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1116'MARK NOT FOUND.
 CS1116
 CS1116                          STATION RECOVERY (1999)
 CS1116
 CS1116'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1566 ***********************************************************************
 FL1566  DESIGNATION -  M 1490
 FL1566  PID         -  FL1566
 FL1566  STATE/COUNTY-  TX/DONLEY
 FL1566  USGS QUAD   -  ROACH RANCH (1978)
 FL1566
 FL1566                         *CURRENT SURVEY CONTROL
 FL1566  ___________________________________________________________________
 FL1566* NAD 83(1986)-  35 04 39.     (N)    100 53 38.     (W)     SCALED    
 FL1566* NAVD 88     -       883.077  (meters)    2897.23   (feet)  ADJUSTED  
 FL1566  ___________________________________________________________________
 FL1566  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL1566  DYNAMIC HT  -         882.068 (meters)    2893.92  (feet)  COMP
 FL1566  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 FL1566
 FL1566  VERT ORDER  -  FIRST     CLASS II
 FL1566
 FL1566.The horizontal coordinates were scaled from a topographic map and have
 FL1566.an estimated accuracy of +/- 6 seconds.
 FL1566
 FL1566.The orthometric height was determined by differential leveling
 FL1566.and adjusted by the National Geodetic Survey in June 1991..
 FL1566
 FL1566.The geoid height was determined by GEOID03.
 FL1566
 FL1566.The dynamic height is computed by dividing the NAVD 88
 FL1566.geopotential number by the normal gravity value computed on the
 FL1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1566.degrees latitude (g = 980.6199 gals.).
 FL1566
 FL1566.The modeled gravity was interpolated from observed gravity values.
 FL1566
 FL1566;                    North         East    Units  Estimated Accuracy
 FL1566;SPC TX N     - 1,119,700.      255,270.      MT  (+/- 180 meters Scaled)
 FL1566
 FL1566                          SUPERSEDED SURVEY CONTROL
 FL1566
 FL1566.No superseded survey control is available for this station.
 FL1566
 FL1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD273832(NAD 83)
 FL1566_MARKER: I = METAL ROD
 FL1566_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1566_SP_SET: STAINLESS STEEL ROD
 FL1566_STAMPING: M 1490 1984
 FL1566_MARK LOGO: NGS   
 FL1566_PROJECTION: FLUSH
 FL1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1566_ROD/PIPE-DEPTH: 9.5  meters
 FL1566
 FL1566  HISTORY     - Date     Condition        Report By
 FL1566  HISTORY     - 1984     MONUMENTED       NGS
 FL1566
 FL1566                          STATION DESCRIPTION
 FL1566
 FL1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1566'11.8 KM (7.35 MI) SOUTH FROM JERICHO.
 FL1566'11.8 KM (7.35 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1566'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, 18.0 M (59.1 FT) WEST
 FL1566'OF THE CENTERLINE OF THE HIGHWAY, 2.4 M (7.9 FT) NORTH OF A T-FENCE
 FL1566'CORNER, AND 1.2 M (3.9 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 FL1566'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1566'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FL1566'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1594 ***********************************************************************
 FL1594  DESIGNATION -  M 1491
 FL1594  PID         -  FL1594
 FL1594  STATE/COUNTY-  TX/CARSON
 FL1594  USGS QUAD   -  WASHBURN (1973)
 FL1594
 FL1594                         *CURRENT SURVEY CONTROL
 FL1594  ___________________________________________________________________
 FL1594* NAD 83(1986)-  35 12 48.     (N)    101 36 40.     (W)     SCALED    
 FL1594* NAVD 88     -      1073.682  (meters)    3522.57   (feet)  ADJUSTED  
 FL1594  ___________________________________________________________________
 FL1594  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1594  DYNAMIC HT  -        1072.404 (meters)    3518.38  (feet)  COMP
 FL1594  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 FL1594
 FL1594  VERT ORDER  -  FIRST     CLASS II
 FL1594
 FL1594.The horizontal coordinates were scaled from a topographic map and have
 FL1594.an estimated accuracy of +/- 6 seconds.
 FL1594
 FL1594.The orthometric height was determined by differential leveling
 FL1594.and adjusted by the National Geodetic Survey in June 1991..
 FL1594
 FL1594.The geoid height was determined by GEOID03.
 FL1594
 FL1594.The dynamic height is computed by dividing the NAVD 88
 FL1594.geopotential number by the normal gravity value computed on the
 FL1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1594.degrees latitude (g = 980.6199 gals.).
 FL1594
 FL1594.The modeled gravity was interpolated from observed gravity values.
 FL1594
 FL1594;                    North         East    Units  Estimated Accuracy
 FL1594;SPC TX N     - 1,134,610.      189,880.      MT  (+/- 180 meters Scaled)
 FL1594
 FL1594                          SUPERSEDED SURVEY CONTROL
 FL1594
 FL1594.No superseded survey control is available for this station.
 FL1594
 FL1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD623998(NAD 83)
 FL1594_MARKER: DB = BENCH MARK DISK
 FL1594_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1594_SP_SET: PIER
 FL1594_STAMPING: M 1491 1984
 FL1594_MARK LOGO: NGS   
 FL1594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1594+STABILITY: POSITION/ELEVATION WELL
 FL1594
 FL1594  HISTORY     - Date     Condition        Report By
 FL1594  HISTORY     - 1984     MONUMENTED       NGS
 FL1594
 FL1594                          STATION DESCRIPTION
 FL1594
 FL1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1594'21.5 KM (13.35 MI) EAST FROM AMARILLO.
 FL1594'21.5 KM (13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1594'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, SET VERTICALLY IN
 FL1594'THE NORTHEAST FACE OF THE MOST EASTERLY 1 OF 3 COLUMNS OF THE SECOND
 FL1594'PIER SOUTHWEST OF THE NORTHEAST ABUTMENT OF THE INTERSTATE HIGHWAY
 FL1594'OVERPASS OF THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 17.7 M
 FL1594'(58.1 FT) NORTHEAST OF THE NEAR RAIL, AND 3.3 M (10.8 FT) EAST OF THE
 FL1594'CENTER OF THE EAST BOUND LANES OF THE INTERSTATE HIGHWAY.
 FL1594'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0826 ***********************************************************************
 FM0826  DESIGNATION -  M 1492
 FM0826  PID         -  FM0826
 FM0826  STATE/COUNTY-  TX/OLDHAM
 FM0826  USGS QUAD   -  BOYS RANCH EAST (1971)
 FM0826
 FM0826                         *CURRENT SURVEY CONTROL
 FM0826  ___________________________________________________________________
 FM0826* NAD 83(1986)-  35 30 16.     (N)    102 14 02.     (W)     SCALED    
 FM0826* NAVD 88     -       965.317  (meters)    3167.04   (feet)  ADJUSTED  
 FM0826  ___________________________________________________________________
 FM0826  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 FM0826  DYNAMIC HT  -         964.193 (meters)    3163.36  (feet)  COMP
 FM0826  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 FM0826
 FM0826  VERT ORDER  -  FIRST     CLASS II
 FM0826
 FM0826.The horizontal coordinates were scaled from a topographic map and have
 FM0826.an estimated accuracy of +/- 6 seconds.
 FM0826
 FM0826.The orthometric height was determined by differential leveling
 FM0826.and adjusted by the National Geodetic Survey in June 1991..
 FM0826
 FM0826.The geoid height was determined by GEOID03.
 FM0826
 FM0826.The dynamic height is computed by dividing the NAVD 88
 FM0826.geopotential number by the normal gravity value computed on the
 FM0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0826.degrees latitude (g = 980.6199 gals.).
 FM0826
 FM0826.The modeled gravity was interpolated from observed gravity values.
 FM0826
 FM0826;                    North         East    Units  Estimated Accuracy
 FM0826;SPC TX N     - 1,167,150.      133,430.      MT  (+/- 180 meters Scaled)
 FM0826
 FM0826                          SUPERSEDED SURVEY CONTROL
 FM0826
 FM0826.No superseded survey control is available for this station.
 FM0826
 FM0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV508325(NAD 83)
 FM0826_MARKER: I = METAL ROD
 FM0826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0826_SP_SET: STAINLESS STEEL ROD
 FM0826_STAMPING: M 1492 1985
 FM0826_MARK LOGO: NGS   
 FM0826_PROJECTION: FLUSH
 FM0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0826_ROD/PIPE-DEPTH: 21.9 meters
 FM0826
 FM0826  HISTORY     - Date     Condition        Report By
 FM0826  HISTORY     - 1985     MONUMENTED       NGS
 FM0826
 FM0826                          STATION DESCRIPTION
 FM0826
 FM0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0826'52.0 KM (32.3 MI) NW FROM AMARILLO.
 FM0826'52.0 KM (32.3 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0826'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 73.0 M (240.0 FT) EAST OF A
 FM0826'UTILITY LINE CROSSING THE ROAD, 42.7 M (140.0 FT) NORTH OF THE
 FM0826'CENTERLINE THE ROAD, 27.4 M (89.9 FT) SOUTH OF THE NEAR RAIL, AND
 FM0826'1.5 M (4.9 WEST OF A FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS HAD
 FM0826'THROUGH A 5-INCH LOGO CAP.
 FM0826'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 FM0826'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0831 ***********************************************************************
 FM0831  DESIGNATION -  M 1493
 FM0831  PID         -  FM0831
 FM0831  STATE/COUNTY-  TX/OLDHAM
 FM0831  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0831
 FM0831                         *CURRENT SURVEY CONTROL
 FM0831  ___________________________________________________________________
 FM0831* NAD 83(1986)-  35 33 20.     (N)    102 16 06.     (W)     SCALED    
 FM0831* NAVD 88     -      1018.546  (meters)    3341.68   (feet)  ADJUSTED  
 FM0831  ___________________________________________________________________
 FM0831  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 FM0831  DYNAMIC HT  -        1017.361 (meters)    3337.79  (feet)  COMP
 FM0831  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 FM0831
 FM0831  VERT ORDER  -  FIRST     CLASS II
 FM0831
 FM0831.The horizontal coordinates were scaled from a topographic map and have
 FM0831.an estimated accuracy of +/- 6 seconds.
 FM0831
 FM0831.The orthometric height was determined by differential leveling
 FM0831.and adjusted by the National Geodetic Survey in June 1991..
 FM0831
 FM0831.The geoid height was determined by GEOID03.
 FM0831
 FM0831.The dynamic height is computed by dividing the NAVD 88
 FM0831.geopotential number by the normal gravity value computed on the
 FM0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0831.degrees latitude (g = 980.6199 gals.).
 FM0831
 FM0831.The modeled gravity was interpolated from observed gravity values.
 FM0831
 FM0831;                    North         East    Units  Estimated Accuracy
 FM0831;SPC TX N     - 1,172,840.      130,340.      MT  (+/- 180 meters Scaled)
 FM0831
 FM0831                          SUPERSEDED SURVEY CONTROL
 FM0831
 FM0831.No superseded survey control is available for this station.
 FM0831
 FM0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV476380(NAD 83)
 FM0831_MARKER: I = METAL ROD
 FM0831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0831_SP_SET: STAINLESS STEEL ROD
 FM0831_STAMPING: M 1493 1985
 FM0831_MARK LOGO: NGS   
 FM0831_PROJECTION: FLUSH
 FM0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0831_ROD/PIPE-DEPTH: 9.4  meters
 FM0831
 FM0831  HISTORY     - Date     Condition        Report By
 FM0831  HISTORY     - 1985     MONUMENTED       NGS
 FM0831
 FM0831                          STATION DESCRIPTION
 FM0831
 FM0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0831'59.9 KM (37.2 MI) NW FROM AMARILLO.
 FM0831'54.0 KM (33.5 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0831'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, AT THE SOUTH END OF A
 FM0831'HIGHWAY CUT, 1.3 KM (0.75 MI) SOUTH OF A HIGHWAY BRIDGE OVER RICA
 FM0831'CREEK, AND 24.3 M (79.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 FM0831'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0831'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FM0831'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0838 ***********************************************************************
 FM0838  DESIGNATION -  M 1494
 FM0838  PID         -  FM0838
 FM0838  STATE/COUNTY-  TX/HARTLEY
 FM0838  USGS QUAD   -  CHANNING (1971)
 FM0838
 FM0838                         *CURRENT SURVEY CONTROL
 FM0838  ___________________________________________________________________
 FM0838* NAD 83(1986)-  35 38 34.     (N)    102 19 23.     (W)     SCALED    
 FM0838* NAVD 88     -      1105.068  (meters)    3625.54   (feet)  ADJUSTED  
 FM0838  ___________________________________________________________________
 FM0838  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 FM0838  DYNAMIC HT  -        1103.771 (meters)    3621.29  (feet)  COMP
 FM0838  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 FM0838
 FM0838  VERT ORDER  -  FIRST     CLASS II
 FM0838
 FM0838.The horizontal coordinates were scaled from a topographic map and have
 FM0838.an estimated accuracy of +/- 6 seconds.
 FM0838
 FM0838.The orthometric height was determined by differential leveling
 FM0838.and adjusted by the National Geodetic Survey in June 1991..
 FM0838
 FM0838.The geoid height was determined by GEOID03.
 FM0838
 FM0838.The dynamic height is computed by dividing the NAVD 88
 FM0838.geopotential number by the normal gravity value computed on the
 FM0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0838.degrees latitude (g = 980.6199 gals.).
 FM0838
 FM0838.The modeled gravity was interpolated from observed gravity values.
 FM0838
 FM0838;                    North         East    Units  Estimated Accuracy
 FM0838;SPC TX N     - 1,182,560.      125,460.      MT  (+/- 180 meters Scaled)
 FM0838
 FM0838                          SUPERSEDED SURVEY CONTROL
 FM0838
 FM0838.No superseded survey control is available for this station.
 FM0838
 FM0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV423476(NAD 83)
 FM0838_MARKER: I = METAL ROD
 FM0838_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0838_SP_SET: STAINLESS STEEL ROD
 FM0838_STAMPING: M 1494 1985
 FM0838_MARK LOGO: NGS   
 FM0838_PROJECTION: FLUSH
 FM0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0838_ROD/PIPE-DEPTH: 4.6  meters
 FM0838
 FM0838  HISTORY     - Date     Condition        Report By
 FM0838  HISTORY     - 1985     MONUMENTED       NGS
 FM0838
 FM0838                          STATION DESCRIPTION
 FM0838
 FM0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0838'52.2 KM (32.45 MI) SOUT FROM DALHART.
 FM0838'52.2 KM (32.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0838'WITH U.S. HIGHWAY 54 IN DALHART, 0.7 KM (0.4 MI) SOUTHEAST OF A DIRT
 FM0838'ROAD LEADING SOUTH, AND 18.4 M (60.4 FT) SOUTHWEST OF THE CENTERLINE
 FM0838'OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 FM0838'LOGO CAP.
 FM0838'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 FM0838'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1023 ***********************************************************************
 DN1023  PACS        -  This is a Primary Airport Control Station.
 DN1023  DESIGNATION -  M 1495
 DN1023  PID         -  DN1023
 DN1023  STATE/COUNTY-  TX/HUNT
 DN1023  USGS QUAD   -  GREENVILLE SW (1962)
 DN1023
 DN1023                         *CURRENT SURVEY CONTROL
 DN1023  ___________________________________________________________________
 DN1023* NAD 83(1993)-  33 02 16.95205(N)    096 14 24.39661(W)     ADJUSTED  
 DN1023* NAVD 88     -       163.060  (meters)     534.97   (feet)  ADJUSTED  
 DN1023  ___________________________________________________________________
 DN1023  X           -    -581,768.831 (meters)                     COMP
 DN1023  Y           -  -5,320,579.419 (meters)                     COMP
 DN1023  Z           -   3,457,571.326 (meters)                     COMP
 DN1023  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DN1023  ELLIP HEIGHT-         137.64  (meters)          (10/24/00) GPS OBS
 DN1023  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN1023  DYNAMIC HT  -         162.881 (meters)     534.39  (feet)  COMP
 DN1023  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 DN1023
 DN1023  HORZ ORDER  -  B
 DN1023  VERT ORDER  -  FIRST     CLASS II
 DN1023  ELLP ORDER  -  FOURTH    CLASS II
 DN1023
 DN1023.This mark is at Caddo Mills Muni (7F3) Airport (7F3)
 DN1023
 DN1023.The horizontal coordinates were established by GPS observations
 DN1023.and adjusted by the National Geodetic Survey in February 1996..
 DN1023
 DN1023.The orthometric height was determined by differential leveling
 DN1023.and adjusted by the National Geodetic Survey in June 1991..
 DN1023
 DN1023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1023
 DN1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1023
 DN1023.The ellipsoidal height was determined by GPS observations
 DN1023.and is referenced to NAD 83.
 DN1023
 DN1023.The geoid height was determined by GEOID03.
 DN1023
 DN1023.The dynamic height is computed by dividing the NAVD 88
 DN1023.geopotential number by the normal gravity value computed on the
 DN1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1023.degrees latitude (g = 980.6199 gals.).
 DN1023
 DN1023.The modeled gravity was interpolated from observed gravity values.
 DN1023
 DN1023;                    North         East     Units Scale Factor Converg.
 DN1023;SPC TXNC     - 2,154,341.651   811,060.127   MT  0.99987265   +1 13 57.1
 DN1023;SPC TXNC     - 7,068,035.90  2,660,953.10   sFT  0.99987265   +1 13 57.1
 DN1023;UTM  14      - 3,658,890.346   757,747.441   MT  1.00041920   +1 30 19.8
 DN1023
 DN1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1023!SPC TXNC     -   0.99997839  x   0.99987265  =   0.99985104
 DN1023!UTM  14      -   0.99997839  x   1.00041920  =   1.00039758
 DN1023
 DN1023                          SUPERSEDED SURVEY CONTROL
 DN1023
 DN1023  ELLIP H (02/20/96)  137.70   (m)                       GP(       ) 1 1
 DN1023  NAVD 88 (02/20/96)  163.06   (m)          535.0    (f) LEVELING    3  
 DN1023
 DN1023.Superseded values are not recommended for survey control.
 DN1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1023.See file dsdata.txt to determine how the superseded data were derived.
 DN1023
 DN1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5774758890(NAD 83)
 DN1023_MARKER: I = METAL ROD
 DN1023_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1023_SP_SET: STAINLESS STEEL ROD
 DN1023_STAMPING: M 1495 1986
 DN1023_MARK LOGO: NGS   
 DN1023_PROJECTION: RECESSED 2 CENTIMETERS
 DN1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1023+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2001
 DN1023_ROD/PIPE-DEPTH: 7.60 meters
 DN1023
 DN1023  HISTORY     - Date     Condition        Report By
 DN1023  HISTORY     - 1986     MONUMENTED       NGS
 DN1023  HISTORY     - 19940422 GOOD             USPSQD
 DN1023  HISTORY     - 19941220 GOOD             NGS
 DN1023  HISTORY     - 20010602 GOOD             NGS
 DN1023
 DN1023                          STATION DESCRIPTION
 DN1023
 DN1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1023'4.4 KM (2.75 MI) SW FROM CADDO MILLS.
 DN1023'1.5 KM (0.95 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66 FROM ITS
 DN1023'JUNCTION WITH STATE HIGHWAY 66 IN CADDO MILLS, THENCE 2.3 KM (1.45 MI)
 DN1023'SOUTHERLY ALONG FARM ROAD 1565, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG
 DN1023'A PAVED ROAD, AT THE CADDO MILLS AIRPORT, 38.0 M (124.7 FT) SOUTHWEST
 DN1023'OF A UTILITY POLE WITH A LIGHT AND TRANSFORMER, 29.3 M (96.1 FT)
 DN1023'NORTHWEST OF THE MOST NORTHEASTERLY 1 OF 2 DOORS LEADING TO THE
 DN1023'AIRPORT OFFICE, AND 0.5 M (1.6 FT) NORTHEAST OF THE SOUTHWEST END OF A
 DN1023'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1023'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 DN1023'THE MARK IS ABOVE LEVEL WITH A PARKING LOT.
 DN1023
 DN1023                          STATION RECOVERY (1994)
 DN1023
 DN1023'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1023'RECOVERED IN GOOD CONDITION.
 DN1023
 DN1023                          STATION RECOVERY (1994)
 DN1023
 DN1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1023'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF CADDO MILLS
 DN1023'AT THE CADDO MILLS MUNICIPAL AIRPORT, AT A THE END OF A FENCE ON THE
 DN1023'NORTHWEST SIDE OF THE AIRPORT OFFICE AND HANGAR.  OWNERSHIP--CITY OF
 DN1023'CADDO MILLS.  AIRPORT MANAGER IS MARY WILLIAMS, P.O.  BOX 460, CADDO
 DN1023'MILLS, TX 75135.  PHONE 214-933-5842 OR 903-527-3124.  TO REACH FROM
 DN1023'THE WEST JUNCTION OF STATE HIGHWAY 66 AND FARM ROAD 36 IN CADDO MILLS,
 DN1023'GO SOUTHWEST ON STATE HIGHWAY 66 FOR 1.45 KM (0.90 MI) TO FARM ROAD
 DN1023'1565 ON THE LEFT.  TURN LEFT, SOUTHERLY FOR 2.3 KM (1.40 MI) TO THE
 DN1023'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WESTERLY, ON THE
 DN1023'ENTRANCE ROAD FOR 0.6 KM (0.35 MI) TO THE AIRPORT OFFICE ON THE LEFT
 DN1023'AND THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER
 DN1023'OF A STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 DN1023'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 37.6 M (123.4
 DN1023'FT) SOUTHWEST OF A UTILITY POLE WITH A LIGHT AND A TRANSFORMER, 30.0 M
 DN1023'(98.4 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE AND
 DN1023'HANGAR, AND 0.4 M (1.3 FT) NORTHEAST OF A PLASTIC WITNESS POST.
 DN1023'DESCRIBED BY D.G.  AUG NOTE--ACTUAL ROD DEPTH IS UNKNOWN.
 DN1023
 DN1023                          STATION RECOVERY (2001)
 DN1023
 DN1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 DN1023'THE STATION IS LOCATED ABOUT 1.85 MILES SOUTHWEST OF CADDO MILLS
 DN1023'AT THE CADDO MILLS MUNICIPAL AIRPORT ON THE NORTHWEST SIDE OF THE
 DN1023'AIRPORT OFFICE IN A GRASSY AREA BETWEEN THE AIRPORT OFFICE AND
 DN1023'BUILDING B.
 DN1023'OWNERSHIP--CITY OF CADDO MILLS.  AIRPORT MANAGER--MIKE SALANO.  P.AP
 DN1023'BOX 460, CADDO MILLS TEXAS, 75135.  PHONE--903-527-3124.TO REACH THE
 DN1023'STATION FORM THE UNDERPASS AT THE JUNCTION OF INTERSTATE 30 AND
 DN1023'FARM ROAD 1565 NORTH AT EXIT 83, TO NORTH ON FARM ROAD 1565  FOR 2.4
 DN1023'MILES TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO
 DN1023'SOUTHWEST ON THE PAVED THEN GRAVELED ROAD FOR 0.35 MILES TO THE
 DN1023'AIRPORT OFFICE ON THE LEFT, AND THE STATION ON THE RIGHT.
 DN1023'THE STATION IS A PUNCH HOLE IN THE TOP CENTER OF A DATUM CAP
 DN1023'CRIMPED ONTO A STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE
 DN1023'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 DN1023'GROUND.  IT IS 124.8 FT SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 DN1023'OF BUILDING B.  123.4 FT SOUTHWEST OF A UTILITY POLE WITH A LIGHT AND
 DN1023'TRANSFORMER.  98.4 FT NORTH-NORTHWEST OF THE NORTWEST CORNER
 DN1023'OF THE OFFICE.  3.1 FT SOUTHEAST OF A WHITE TXDOT FIBERGLASS
 DN1023'WITNESS POST, AND 0.7 FT EAST OF A NGS CARSONITE WITNESS POST.
 DN1023'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2552 ***********************************************************************
 CS2552  DESIGNATION -  M 1496
 CS2552  PID         -  CS2552
 CS2552  STATE/COUNTY-  TX/TARRANT
 CS2552  USGS QUAD   -  ARLINGTON (1981)
 CS2552
 CS2552                         *CURRENT SURVEY CONTROL
 CS2552  ___________________________________________________________________
 CS2552* NAD 83(1986)-  32 44 15.     (N)    097 02 44.     (W)     SCALED    
 CS2552* NAVD 88     -       177.883  (meters)     583.60   (feet)  ADJUSTED  
 CS2552  ___________________________________________________________________
 CS2552  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CS2552  DYNAMIC HT  -         177.676 (meters)     582.93  (feet)  COMP
 CS2552  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 CS2552
 CS2552  VERT ORDER  -  FIRST     CLASS II
 CS2552
 CS2552.The horizontal coordinates were scaled from a topographic map and have
 CS2552.an estimated accuracy of +/- 6 seconds.
 CS2552
 CS2552.The orthometric height was determined by differential leveling
 CS2552.and adjusted by the National Geodetic Survey in June 1991..
 CS2552
 CS2552.The geoid height was determined by GEOID03.
 CS2552
 CS2552.The dynamic height is computed by dividing the NAVD 88
 CS2552.geopotential number by the normal gravity value computed on the
 CS2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2552.degrees latitude (g = 980.6199 gals.).
 CS2552
 CS2552.The modeled gravity was interpolated from observed gravity values.
 CS2552
 CS2552;                    North         East    Units  Estimated Accuracy
 CS2552;SPC TXNC     - 2,119,690.      736,300.      MT  (+/- 180 meters Scaled)
 CS2552
 CS2552                          SUPERSEDED SURVEY CONTROL
 CS2552
 CS2552.No superseded survey control is available for this station.
 CS2552
 CS2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB831238(NAD 83)
 CS2552_MARKER: I = METAL ROD
 CS2552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2552_SP_SET: STAINLESS STEEL ROD
 CS2552_STAMPING: M 1496 1986
 CS2552_MARK LOGO: NGS   
 CS2552_PROJECTION: FLUSH
 CS2552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2552_ROD/PIPE-DEPTH: 4.3  meters
 CS2552
 CS2552  HISTORY     - Date     Condition        Report By
 CS2552  HISTORY     - 1986     MONUMENTED       NGS
 CS2552  HISTORY     - 19941003 MARK NOT FOUND   NGS
 CS2552  HISTORY     - 19960921 GOOD             USPSQD
 CS2552  HISTORY     - 20030217 MARK NOT FOUND   GEOCAC
 CS2552
 CS2552                          STATION DESCRIPTION
 CS2552
 CS2552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2552'IN GRAND PRAIRIE.
 CS2552'IN GRAND PRAIRIE, AT THE INTERSECTION OF JEFFERSON STREET AND GREAT
 CS2552'SOUTHWEST PARKWAY, 27.5 M (90.2 FT) NORTHWEST OF THE NORTHWEST CORNER
 CS2552'OF A SERVICE STATION, 11.4 M (37.4 FT) EAST OF THE CENTER OF THE NORTH
 CS2552'BOUND LANES OF THE PARKWAY, 7.9 M (25.9 FT) WEST OF THE CENTER OF THE
 CS2552'WEST ENTRANCE TO THE SERVICE STATION, 6.8 M (22.3 FT) SOUTH OF THE
 CS2552'CENTER OF THE EAST BOUND LANES OF THE STREET, AND 0.5 M (1.6 FT) SOUTH
 CS2552'OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 CS2552'5-INCH LOGO CAP.
 CS2552'THE MARK IS 0.3 M ABOVE THE STREET.
 CS2552
 CS2552                          STATION RECOVERY (1994)
 CS2552
 CS2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS2552'SEARCHED FOR, NOT RECOVERED.
 CS2552
 CS2552                          STATION RECOVERY (1996)
 CS2552
 CS2552'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2552'RECOVERED IN GOOD CONDITION.
 CS2552
 CS2552                          STATION RECOVERY (2003)
 CS2552
 CS2552'RECOVERY NOTE BY GEOCACHING 2003
 CS2552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1003 ***********************************************************************
 DN1003  FBN         -  This is a Federal Base Network Control Station.
 DN1003  DESIGNATION -  M 1497
 DN1003  PID         -  DN1003
 DN1003  STATE/COUNTY-  TX/HUNT
 DN1003  USGS QUAD   -  CELESTE (1964)
 DN1003
 DN1003                         *CURRENT SURVEY CONTROL
 DN1003  ___________________________________________________________________
 DN1003* NAD 83(1993)-  33 19 57.16515(N)    096 12 44.07213(W)     ADJUSTED  
 DN1003* NAVD 88     -       209.207  (meters)     686.37   (feet)  ADJUSTED  
 DN1003  ___________________________________________________________________
 DN1003  X           -    -577,250.419 (meters)                     COMP
 DN1003  Y           -  -5,303,126.645 (meters)                     COMP
 DN1003  Z           -   3,484,932.746 (meters)                     COMP
 DN1003  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DN1003  ELLIP HEIGHT-         183.60  (meters)          (05/01/00) GPS OBS
 DN1003  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DN1003  DYNAMIC HT  -         208.982 (meters)     685.64  (feet)  COMP
 DN1003  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 DN1003
 DN1003  HORZ ORDER  -  B
 DN1003  VERT ORDER  -  FIRST     CLASS II
 DN1003  ELLP ORDER  -  THIRD     CLASS I
 DN1003
 DN1003.The horizontal coordinates were established by GPS observations
 DN1003.and adjusted by the National Geodetic Survey in May 1994..
 DN1003
 DN1003.The orthometric height was determined by differential leveling
 DN1003.and adjusted by the National Geodetic Survey in June 1991..
 DN1003
 DN1003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1003
 DN1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1003
 DN1003.The ellipsoidal height was determined by GPS observations
 DN1003.and is referenced to NAD 83.
 DN1003
 DN1003.The geoid height was determined by GEOID03.
 DN1003
 DN1003.The dynamic height is computed by dividing the NAVD 88
 DN1003.geopotential number by the normal gravity value computed on the
 DN1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1003.degrees latitude (g = 980.6199 gals.).
 DN1003
 DN1003.The modeled gravity was interpolated from observed gravity values.
 DN1003
 DN1003;                    North         East     Units Scale Factor Converg.
 DN1003;SPC TXNC     - 2,187,048.944   812,951.261   MT  0.99988460   +1 14 51.8
 DN1003;SPC TXNC     - 7,175,343.08  2,667,157.60   sFT  0.99988460   +1 14 51.8
 DN1003;UTM  14      - 3,691,624.398   759,480.254   MT  1.00043020   +1 31 57.8
 DN1003
 DN1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1003!SPC TXNC     -   0.99997118  x   0.99988460  =   0.99985578
 DN1003!UTM  14      -   0.99997118  x   1.00043020  =   1.00040136
 DN1003
 DN1003                          SUPERSEDED SURVEY CONTROL
 DN1003
 DN1003  ELLIP H (05/09/94)  183.67   (m)                       GP(       ) 4 2
 DN1003  NAD 83(1986)-  33 19 57.17019(N)    096 12 44.05359(W) AD(       ) 3
 DN1003  NAD 27      -  33 19 56.73975(N)    096 12 43.12397(W) AD(       ) 3
 DN1003  NAVD 88 (05/09/94)  209.21   (m)          686.4    (f) LEVELING    3  
 DN1003  NGVD 29 (12/08/88)  209.24   (m)          686.5    (f) LEVELING    3  
 DN1003
 DN1003.Superseded values are not recommended for survey control.
 DN1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1003.See file dsdata.txt to determine how the superseded data were derived.
 DN1003
 DN1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5948091624(NAD 83)
 DN1003_MARKER: F = FLANGE-ENCASED ROD
 DN1003_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1003_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1003_STAMPING: M 1497 1986
 DN1003_MARK LOGO: NGS   
 DN1003_PROJECTION: FLUSH
 DN1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1003+STABILITY: POSITION/ELEVATION WELL
 DN1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1003+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 DN1003_ROD/PIPE-DEPTH: 6.10 meters
 DN1003
 DN1003  HISTORY     - Date     Condition        Report By
 DN1003  HISTORY     - 1986     MONUMENTED       NGS
 DN1003  HISTORY     - 19871015 GOOD             NGS
 DN1003  HISTORY     - 19880219 GOOD
 DN1003  HISTORY     - 19930325 GOOD             NGS
 DN1003  HISTORY     - 19940416 GOOD             USPSQD
 DN1003  HISTORY     - 19980121 GOOD             NGS
 DN1003  HISTORY     - 19980611 GOOD             TXDOT
 DN1003  HISTORY     - 19991126 GOOD             NGS
 DN1003  HISTORY     - 20010529 GOOD             NGS
 DN1003  HISTORY     - 20010606 GOOD             NGS
 DN1003
 DN1003                          STATION DESCRIPTION
 DN1003
 DN1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1003'25.2 KM (15.65 MI) NW FROM GREENVILLE.
 DN1003'THE MARK IS 0.6 M BELOW THE TRACKS.
 DN1003'25.2 KM (15.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE
 DN1003'COURTHOUSE IN GREENVILLE, 29.4 M (96.5 FT) NORTHEAST OF THE CENTERLINE
 DN1003'OF THE HIGHWAY, 17.1 M (56.1 FT) NORTH-NORTHEAST OF A UTILITY POLE,
 DN1003'9.4 M (30.8 FT) NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD LEADING
 DN1003'EAST, 6.8 M (22.3 FT) WEST OF THE CENTER OF A WATER METER COVER, AND
 DN1003'4.3 M (14.1 FT) NORTHEAST OF THE NEAR RAIL OF THE MISSOURI KANSAS
 DN1003'TEXAS RAILROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 DN1003'LOGO CAP.
 DN1003'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 DN1003
 DN1003                          STATION RECOVERY (1987)
 DN1003
 DN1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DN1003'RECOVERED IN GOOD CONDITION.
 DN1003
 DN1003                          STATION RECOVERY (1988)
 DN1003
 DN1003'RECOVERED 1988
 DN1003'RECOVERED IN GOOD CONDITION.
 DN1003
 DN1003                          STATION RECOVERY (1993)
 DN1003
 DN1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DN1003'STATION IS LOCATED ABOUT 20 KM (12.40 MI) NORTH-NORTHWEST OF
 DN1003'GREENVILLE, 4 KM (2.50 MI) NORTHWEST OF CELESTE, 6.5 KM (4.05 MI)
 DN1003'SOUTHEAST OF LEONARD, ALONG U.S. HIGHWAY 69, IN A WEED STRIP BETWEEN A
 DN1003'RAILROAD TRACK AND A CULTIVATED FIELD, AT A TRACK ROAD LEADING
 DN1003'NORTHEAST TO A METAL EQUIPMENT BUILDING IN THE FIELD, AT HIGHWAY MILE
 DN1003'236.15, RAILROAD MILE 698.5.  OWNERSHIP--MISSOURI-KANSAS-TEXAS
 DN1003'RAILROAD.
 DN1003'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE HIGHWAY 78
 DN1003'SOUTH AT THE SOUTHEAST EDGE OF LEONARD, GO SOUTHEAST ON HIGHWAY 69
 DN1003'FOR 1.45 KM (0.90 MI) TO FARM ROAD 272.  CONTINUE AHEAD FOR 1.9 KM
 DN1003'(1.20 MI) TO THE FANNIN-HUNT COUNTY LINE.  CONTINUE AHEAD FOR 2.9 KM
 DN1003'(1.80 MI) TO HUNT COUNTY ROAD 1145 ON THE LEFT.  CONTINUE AHEAD FOR
 DN1003'0.55 KM (0.35 MI) TO A FIELD ROAD LEFT AND THE STATION ON THE LEFT
 DN1003'ACROSS THE TRACK.
 DN1003'STATION MARK IS THE TOP CENTER OF A STEEL ROD ENCASED IN A PVC PIPE
 DN1003'WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND IN LOW
 DN1003'WEEDS.  IT IS 29.2 M (95.8 FT) NORTHEAST OF THE HIGHWAY CENTER, 4.6 M
 DN1003'(15.1 FT) NORTHEAST OF AND 0.5 M (1.6 FT) LOWER THAN THE NORTHEAST
 DN1003'RAIL OF THE TRACK, 9.6 M (31.5 FT) NORTHWEST OF THE FIELD ROAD
 DN1003'CENTER, 18.6 M (61.0 FT) NORTH-NORTHEAST OF UTILITY POLE 1/2 (WITH
 DN1003'LINE ACROSS THE HIGHWAY), 0.4 M (1.3 FT) NORTHWEST OF A FIBERGLASS
 DN1003'WITNESS POST AND 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 DN1003'POST.
 DN1003
 DN1003                          STATION RECOVERY (1994)
 DN1003
 DN1003'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1003'RECOVERED IN GOOD CONDITION.
 DN1003
 DN1003                          STATION RECOVERY (1998)
 DN1003
 DN1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DN1003'(3.3 FT) BELOW THE TRACK LEVEL, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 DN1003'POST, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.  BY R.G. HAYES
 DN1003'NOTE--THE PREVIOUS DESCRIPTIONS STATE 59-STAINLESS STEEL ROD IN
 DN1003'SLEEVE, THIS IS INCORRECT.
 DN1003
 DN1003                          STATION RECOVERY (1998)
 DN1003
 DN1003'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 DN1003'GOOD.
 DN1003
 DN1003                          STATION RECOVERY (1999)
 DN1003
 DN1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 DN1003'RECOVERED AS DESCRIBED.
 DN1003
 DN1003                          STATION RECOVERY (2001)
 DN1003
 DN1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 DN1003'RECOVERED AS DESCRIBED.
 DN1003'
 DN1003
 DN1003                          STATION RECOVERY (2001)
 DN1003
 DN1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 DN1003'RECOVERED AS DESCRIBED.
 DN1003'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2514 ***********************************************************************
 CS2514  DESIGNATION -  M 1498
 CS2514  PID         -  CS2514
 CS2514  STATE/COUNTY-  TX/ROCKWALL
 CS2514  USGS QUAD   -  ROCKWALL (1973)
 CS2514
 CS2514                         *CURRENT SURVEY CONTROL
 CS2514  ___________________________________________________________________
 CS2514* NAD 83(1986)-  32 56 02.     (N)    096 27 13.     (W)     SCALED    
 CS2514* NAVD 88     -       167.943  (meters)     550.99   (feet)  ADJUSTED  
 CS2514  ___________________________________________________________________
 CS2514  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS2514  DYNAMIC HT  -         167.760 (meters)     550.39  (feet)  COMP
 CS2514  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 CS2514
 CS2514  VERT ORDER  -  FIRST     CLASS II
 CS2514
 CS2514.The horizontal coordinates were scaled from a topographic map and have
 CS2514.an estimated accuracy of +/- 6 seconds.
 CS2514
 CS2514.The orthometric height was determined by differential leveling
 CS2514.and adjusted by the National Geodetic Survey in June 1991..
 CS2514
 CS2514.The geoid height was determined by GEOID03.
 CS2514
 CS2514.The dynamic height is computed by dividing the NAVD 88
 CS2514.geopotential number by the normal gravity value computed on the
 CS2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2514.degrees latitude (g = 980.6199 gals.).
 CS2514
 CS2514.The modeled gravity was interpolated from observed gravity values.
 CS2514
 CS2514;                    North         East    Units  Estimated Accuracy
 CS2514;SPC TXNC     - 2,142,390.      791,350.      MT  (+/- 180 meters Scaled)
 CS2514
 CS2514                          SUPERSEDED SURVEY CONTROL
 CS2514
 CS2514.No superseded survey control is available for this station.
 CS2514
 CS2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB380468(NAD 83)
 CS2514_MARKER: I = METAL ROD
 CS2514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2514_SP_SET: STAINLESS STEEL ROD
 CS2514_STAMPING: M 1498 1986
 CS2514_MARK LOGO: NGS   
 CS2514_PROJECTION: RECESSED 1 CENTIMETERS
 CS2514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2514+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS2514_ROD/PIPE-DEPTH: 3.1  meters
 CS2514
 CS2514  HISTORY     - Date     Condition        Report By
 CS2514  HISTORY     - 1986     MONUMENTED       NGS
 CS2514  HISTORY     - 20051031 GOOD             BOHAN
 CS2514
 CS2514                          STATION DESCRIPTION
 CS2514
 CS2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2514'IN ROCKWALL.
 CS2514'IN ROCKWALL, AT THE INTERSECTION OF STATE HIGHWAY 66 (WILLIAMS STREET)
 CS2514'AND NASH STREET, 21.5 M (70.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 CS2514'A HOUSE AT 504 NASH STREET, 21.4 M (70.2 FT) NORTHWEST OF THE
 CS2514'CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT) EAST OF THE CENTERLINE OF
 CS2514'THE STREET, 1.0 M (3.3 FT) NORTH OF UTILITY POLE NUMBER 2321 462 0067,
 CS2514'AND 0.3 M (1.0 FT) WEST OF THE WEST EDGE OF A SIDEWALK.  NOTE--ACCESS
 CS2514'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2514'THE MARK IS ABOVE LEVEL WITH NASH STREET.
 CS2514
 CS2514                          STATION RECOVERY (2005)
 CS2514
 CS2514'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS2514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5608 ***********************************************************************
 AW5608  DESIGNATION -  M 1499
 AW5608  PID         -  AW5608
 AW5608  STATE/COUNTY-  TX/HARRIS
 AW5608  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW5608
 AW5608                         *CURRENT SURVEY CONTROL
 AW5608  ___________________________________________________________________
 AW5608* NAD 83(1986)-  29 47 00.     (N)    095 24 35.     (W)     SCALED    
 AW5608* NAVD 88     -        18.361  (meters)      60.24   (feet)  ADJUSTED  
 AW5608  ___________________________________________________________________
 AW5608  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW5608  DYNAMIC HT  -          18.336 (meters)      60.16  (feet)  COMP
 AW5608  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 AW5608
 AW5608  VERT ORDER  -  FIRST     CLASS II
 AW5608
 AW5608.The horizontal coordinates were scaled from a topographic map and have
 AW5608.an estimated accuracy of +/- 6 seconds.
 AW5608
 AW5608.The orthometric height was determined by differential leveling
 AW5608.and adjusted by the National Geodetic Survey in July 2002..
 AW5608
 AW5608.The geoid height was determined by GEOID03.
 AW5608
 AW5608.The dynamic height is computed by dividing the NAVD 88
 AW5608.geopotential number by the normal gravity value computed on the
 AW5608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5608.degrees latitude (g = 980.6199 gals.).
 AW5608
 AW5608.The modeled gravity was interpolated from observed gravity values.
 AW5608
 AW5608;                    North         East    Units  Estimated Accuracy
 AW5608;SPC TXSC     - 4,221,440.      947,070.      MT  (+/- 180 meters Scaled)
 AW5608
 AW5608                          SUPERSEDED SURVEY CONTROL
 AW5608
 AW5608  NAVD 88 (06/15/91)   18.491  (m)           60.67   (f) UNKNOWN     1 2
 AW5608  NGVD 29 (12/23/87)   18.487  (m)           60.65   (f) ADJUSTED    1 2
 AW5608
 AW5608.Superseded values are not recommended for survey control.
 AW5608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5608.See file dsdata.txt to determine how the superseded data were derived.
 AW5608
 AW5608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN670972(NAD 83)
 AW5608_MARKER: DV = VERTICAL CONTROL DISK
 AW5608_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5608_SP_SET: PIER
 AW5608_STAMPING: M 1499 1986
 AW5608_MARK LOGO: NGS   
 AW5608_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW5608+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW5608
 AW5608  HISTORY     - Date     Condition        Report By
 AW5608  HISTORY     - 1986     MONUMENTED       NGS
 AW5608  HISTORY     - 19960204 GOOD             NGS
 AW5608
 AW5608                          STATION DESCRIPTION
 AW5608
 AW5608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5608'IN HOUSTON.
 AW5608'IN HOUSTON, AT THE INTERSECTION OF SHEPARD DRIVE AND THE MISSOURI
 AW5608'KANSAS TEXAS RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 AW5608'WESTERLY 1 OF 4 COLUMNS OF THE FIRST PIER NORTH OF THE TRACKS OF THE
 AW5608'SHEPARD DRIVE OVERPASS OF THE RAILROAD, 8.4 M (27.6 FT) NORTH OF THE
 AW5608'NEAR RAIL, AND 7.5 M (24.6 FT) WEST OF THE CENTER OF THE DRIVE.
 AW5608'THE MARK IS 1.4 M ABOVE THE GROUND.
 AW5608
 AW5608                          STATION RECOVERY (1996)
 AW5608
 AW5608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5608'IN HOUSTON, AT THE INTERSECTION OF SHEPARD DRIVE AND THE UNION PACIFIC
 AW5608'RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST WESTERLY OF 4
 AW5608'CONCRETE COLUMNS OF THE 1ST PIER NORTH OF THE TRACK OF THE SHEPARD
 AW5608'DRIVE OVERPASS OF THE TRACK, 8.4 M (27.6 FT) NORTH OF THE NEAR RAIL,
 AW5608'7.5 M (24.6 FT) WEST OF THE CENTER OF THE DRIVE, AND 1.5 M (4.9 FT)
 AW5608'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0185 ***********************************************************************
 AB0185  DESIGNATION -  M 15
 AB0185  PID         -  AB0185
 AB0185  STATE/COUNTY-  TX/CAMERON
 AB0185  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0185
 AB0185                         *CURRENT SURVEY CONTROL
 AB0185  ___________________________________________________________________
 AB0185* NAD 83(1986)-  25 58 21.     (N)    097 35 30.     (W)     SCALED    
 AB0185* NAVD 88     -        13.308  (meters)      43.66   (feet)  ADJUSTED  
 AB0185  ___________________________________________________________________
 AB0185  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 AB0185  DYNAMIC HT  -          13.286 (meters)      43.59  (feet)  COMP
 AB0185  MODELED GRAV-     979,023.1   (mgal)                       NAVD 88
 AB0185
 AB0185  VERT ORDER  -  SECOND    CLASS 0
 AB0185
 AB0185.The horizontal coordinates were scaled from a topographic map and have
 AB0185.an estimated accuracy of +/- 6 seconds.
 AB0185
 AB0185.The orthometric height was determined by differential leveling
 AB0185.and adjusted by the National Geodetic Survey in June 1991..
 AB0185
 AB0185.The geoid height was determined by GEOID03.
 AB0185
 AB0185.The dynamic height is computed by dividing the NAVD 88
 AB0185.geopotential number by the normal gravity value computed on the
 AB0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0185.degrees latitude (g = 980.6199 gals.).
 AB0185
 AB0185.The modeled gravity was interpolated from observed gravity values.
 AB0185
 AB0185;                    North         East    Units  Estimated Accuracy
 AB0185;SPC TX S     - 5,034,210.      390,970.      MT  (+/- 180 meters Scaled)
 AB0185
 AB0185                          SUPERSEDED SURVEY CONTROL
 AB0185
 AB0185  NGVD 29 (??/??/92)   13.397  (m)           43.95   (f) ADJ UNCH    2 0
 AB0185
 AB0185.Superseded values are not recommended for survey control.
 AB0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0185.See file dsdata.txt to determine how the superseded data were derived.
 AB0185
 AB0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP409733(NAD 83)
 AB0185_MARKER: DD = SURVEY DISK
 AB0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0185_SP_SET: CULVERT
 AB0185_STAMPING: M 15 43.76
 AB0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0185
 AB0185  HISTORY     - Date     Condition        Report By
 AB0185  HISTORY     - UNK      MONUMENTED
 AB0185  HISTORY     - 1942     GOOD             NGS
 AB0185  HISTORY     - 1988     GOOD             USPSQD
 AB0185
 AB0185                          STATION DESCRIPTION
 AB0185
 AB0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0185'7.0 MI NW FROM BROWNSVILLE.
 AB0185'7.0 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0185'AT BROWNSVILLE, CAMERON COUNTY, 0.3 MILE SOUTHEAST OF VILLA NUEVA
 AB0185'SCHOOL, 100 YARDS NORTH OF A LARGE IRRIGATION CANAL, 21 FEET SOUTHEAST
 AB0185'OF THE SOUTHEAST CORNER OF A SMALL CEMETERY, AT A 4- BY 4-FOOT
 AB0185'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0185'THE WEST HEADWALL, 15.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 AB0185'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD
 AB0185'DISK, STAMPED M 15 43.76.
 AB0185
 AB0185                          STATION RECOVERY (1988)
 AB0185
 AB0185'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0216 ***********************************************************************
 CC0216  DESIGNATION -  M 15
 CC0216  PID         -  CC0216
 CC0216  STATE/COUNTY-  TX/ECTOR
 CC0216  USGS QUAD   -  METZ (1981)
 CC0216
 CC0216                         *CURRENT SURVEY CONTROL
 CC0216  ___________________________________________________________________
 CC0216* NAD 83(1986)-  31 39 22.     (N)    102 44 18.     (W)     SCALED    
 CC0216* NAVD 88     -       856.635  (meters)    2810.48   (feet)  ADJUSTED  
 CC0216  ___________________________________________________________________
 CC0216  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CC0216  DYNAMIC HT  -         855.447 (meters)    2806.58  (feet)  COMP
 CC0216  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 CC0216
 CC0216  VERT ORDER  -  FIRST     CLASS II
 CC0216
 CC0216.The horizontal coordinates were scaled from a topographic map and have
 CC0216.an estimated accuracy of +/- 6 seconds.
 CC0216
 CC0216.The orthometric height was determined by differential leveling
 CC0216.and adjusted by the National Geodetic Survey in June 1991..
 CC0216
 CC0216.The geoid height was determined by GEOID03.
 CC0216
 CC0216.The dynamic height is computed by dividing the NAVD 88
 CC0216.geopotential number by the normal gravity value computed on the
 CC0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0216.degrees latitude (g = 980.6199 gals.).
 CC0216
 CC0216.The modeled gravity was interpolated from observed gravity values.
 CC0216
 CC0216;                    North         East    Units  Estimated Accuracy
 CC0216;SPC TX C     - 3,223,010.      471,930.      MT  (+/- 180 meters Scaled)
 CC0216
 CC0216                          SUPERSEDED SURVEY CONTROL
 CC0216
 CC0216  NGVD 29 (??/??/92)  856.291  (m)         2809.35   (f) ADJ UNCH    1 2
 CC0216
 CC0216.Superseded values are not recommended for survey control.
 CC0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0216.See file dsdata.txt to determine how the superseded data were derived.
 CC0216
 CC0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR144045(NAD 83)
 CC0216_MARKER: P = PIPE CAP
 CC0216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0216_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0216_STAMPING: M 15 ELEV 2809.384 FT
 CC0216_MARK LOGO: CGS   
 CC0216_PROJECTION: PROJECTING 50 CENTIMETERS
 CC0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0216
 CC0216  HISTORY     - Date     Condition        Report By
 CC0216  HISTORY     - UNK      MONUMENTED       CGS
 CC0216  HISTORY     - 1956     GOOD             NGS
 CC0216  HISTORY     - 1982     GOOD             NGS
 CC0216  HISTORY     - 20010202 GOOD             USPSQD
 CC0216
 CC0216                          STATION DESCRIPTION
 CC0216
 CC0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0216'10.1 MI NE FROM MONAHANS.
 CC0216'10.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0216'STATION AT MONAHANS, 41.6 FEET SOUTHWEST OF THE 10TH POLE SOUTHWEST OF
 CC0216'MILEPOST 599, 40.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 81 FEET
 CC0216'SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 2 FEET NORTHEAST
 CC0216'OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CC0216'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CC0216
 CC0216                          STATION RECOVERY (1982)
 CC0216
 CC0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0216'16.3 KM (10.15 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0216'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 85.0 METERS
 CC0216'(278.9 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH,
 CC0216'12.3 METERS (40.4 FT) SOUTHEAST OF THE NEAR RAIL AND 10.4 METERS (34.1
 CC0216'FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF U. S.
 CC0216'HIGHWAY 80.
 CC0216'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CC0216'THE MARK IS 0.5 M BELOW THE TRACKS.
 CC0216
 CC0216                          STATION RECOVERY (2001)
 CC0216
 CC0216'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0945 ***********************************************************************
 CS0945  DESIGNATION -  M 150
 CS0945  PID         -  CS0945
 CS0945  STATE/COUNTY-  TX/NAVARRO
 CS0945  USGS QUAD   -  CORBET (1978)
 CS0945
 CS0945                         *CURRENT SURVEY CONTROL
 CS0945  ___________________________________________________________________
 CS0945* NAD 83(1986)-  32 02 22.     (N)    096 30 50.     (W)     SCALED    
 CS0945* NAVD 88     -       135.976  (meters)     446.11   (feet)  ADJUSTED  
 CS0945  ___________________________________________________________________
 CS0945  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0945  DYNAMIC HT  -         135.818 (meters)     445.60  (feet)  COMP
 CS0945  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 CS0945
 CS0945  VERT ORDER  -  SECOND    CLASS 0
 CS0945
 CS0945.The horizontal coordinates were scaled from a topographic map and have
 CS0945.an estimated accuracy of +/- 6 seconds.
 CS0945
 CS0945.The orthometric height was determined by differential leveling
 CS0945.and adjusted by the National Geodetic Survey in June 1991..
 CS0945
 CS0945.The geoid height was determined by GEOID03.
 CS0945
 CS0945.The dynamic height is computed by dividing the NAVD 88
 CS0945.geopotential number by the normal gravity value computed on the
 CS0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0945.degrees latitude (g = 980.6199 gals.).
 CS0945
 CS0945.The modeled gravity was interpolated from observed gravity values.
 CS0945
 CS0945;                    North         East    Units  Estimated Accuracy
 CS0945;SPC TXNC     - 2,043,110.      787,590.      MT  (+/- 180 meters Scaled)
 CS0945
 CS0945                          SUPERSEDED SURVEY CONTROL
 CS0945
 CS0945  NGVD 29 (??/??/92)  135.966  (m)          446.08   (f) ADJ UNCH    2 0
 CS0945
 CS0945.Superseded values are not recommended for survey control.
 CS0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0945.See file dsdata.txt to determine how the superseded data were derived.
 CS0945
 CS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA347475(NAD 83)
 CS0945_MARKER: DB = BENCH MARK DISK
 CS0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0945_STAMPING: M 150 1933
 CS0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0945+STABILITY: SURFACE MOTION
 CS0945
 CS0945  HISTORY     - Date     Condition        Report By
 CS0945  HISTORY     - 1933     MONUMENTED       CGS
 CS0945  HISTORY     - 1947     GOOD             NGS
 CS0945
 CS0945                          STATION DESCRIPTION
 CS0945
 CS0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0945'4.8 MI SW FROM CORSICANA.
 CS0945'4.8 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY TRACK
 CS0945'FROM THE UNION STATION AT CORSICANA, 2.7 MILES NORTHEAST OF THE FLAG
 CS0945'STOP AT CORBET, AT A DIRT ROAD CROSSING AND DIRECTLY ACROSS THE TRACK
 CS0945'FROM THE FIRST POLE NORTHEAST OF POLE NO. 626/5, 36.5 FEET SOUTHEAST
 CS0945'OF THE SOUTHEAST RAIL, 28.0 FEET NORTHEAST OF THE CENTER OF A DIRT
 CS0945'ROAD, 10.0 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 7.0
 CS0945'FEET NORTHEAST OF TELEPHONE POLE NO. HE 28, 2.0 FEET SOUTHEAST OF A
 CS0945'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 CS0945'TRACK AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1990 ***********************************************************************
 BL1990  DESIGNATION -  M 1500
 BL1990  PID         -  BL1990
 BL1990  STATE/COUNTY-  TX/HARRIS
 BL1990  USGS QUAD   -  ROSE HILL (1980)
 BL1990
 BL1990                         *CURRENT SURVEY CONTROL
 BL1990  ___________________________________________________________________
 BL1990* NAD 83(1986)-  30 00 08.     (N)    095 41 53.     (W)     SCALED    
 BL1990* NAVD 88     -        48.650  (meters)     159.61   (feet)  ADJUSTED  
 BL1990  ___________________________________________________________________
 BL1990  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL1990  DYNAMIC HT  -          48.584 (meters)     159.40  (feet)  COMP
 BL1990  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 BL1990
 BL1990  VERT ORDER  -  FIRST     CLASS II
 BL1990
 BL1990.The horizontal coordinates were scaled from a topographic map and have
 BL1990.an estimated accuracy of +/- 6 seconds.
 BL1990
 BL1990.The orthometric height was determined by differential leveling
 BL1990.and adjusted by the National Geodetic Survey in June 1991..
 BL1990
 BL1990.The geoid height was determined by GEOID03.
 BL1990
 BL1990.The dynamic height is computed by dividing the NAVD 88
 BL1990.geopotential number by the normal gravity value computed on the
 BL1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1990.degrees latitude (g = 980.6199 gals.).
 BL1990
 BL1990.The modeled gravity was interpolated from observed gravity values.
 BL1990
 BL1990;                    North         East    Units  Estimated Accuracy
 BL1990;SPC TXSC     - 4,244,870.      918,520.      MT  (+/- 180 meters Scaled)
 BL1990
 BL1990                          SUPERSEDED SURVEY CONTROL
 BL1990
 BL1990  NGVD 29 (12/23/87)   48.643  (m)          159.59   (f) ADJUSTED    1 2
 BL1990
 BL1990.Superseded values are not recommended for survey control.
 BL1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1990.See file dsdata.txt to determine how the superseded data were derived.
 BL1990
 BL1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP397220(NAD 83)
 BL1990_MARKER: I = METAL ROD
 BL1990_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1990_SP_SET: STAINLESS STEEL ROD
 BL1990_STAMPING: M 1500 1986
 BL1990_MARK LOGO: NGS   
 BL1990_PROJECTION: RECESSED 1 CENTIMETERS
 BL1990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1990_ROD/PIPE-DEPTH: 12.0 meters
 BL1990
 BL1990  HISTORY     - Date     Condition        Report By
 BL1990  HISTORY     - 1986     MONUMENTED       NGS
 BL1990  HISTORY     - 19931106 GOOD             USPSQD
 BL1990  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1990
 BL1990                          STATION DESCRIPTION
 BL1990
 BL1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL1990'3.9 KM (2.4 MI) NW FROM CYPRESS.
 BL1990'0.3 KM (0.2 MI) NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION
 BL1990'WITH SPRING-CYPRESS ROAD IN CYPRESS, THENCE 3.6 KM (2.25 MI) NORTHERLY
 BL1990'ALONG CYPRESS-ROSE HILL ROAD, 30.8 M (101.0 FT) NORTH OF THE EXTENDED
 BL1990'CENTER OF MANOR-BEND DRIVE, 30.0 M (98.4 FT) NORTHEAST OF THE
 BL1990'NORTHEAST CORNER OF A HOUSE, 8.5 M (27.9 FT) WEST OF THE CENTER OF THE
 BL1990'ROAD, AND 1.0 M (3.3 FT) SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO
 BL1990'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL1990'THE MARK IS 0.3 M BELOW THE ROAD.
 BL1990
 BL1990                          STATION RECOVERY (1993)
 BL1990
 BL1990'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1990'RECOVERED IN GOOD CONDITION.
 BL1990
 BL1990                          STATION RECOVERY (2005)
 BL1990
 BL1990'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0982 ***********************************************************************
 DN0982  DESIGNATION -  M 1501
 DN0982  PID         -  DN0982
 DN0982  STATE/COUNTY-  TX/GRAYSON
 DN0982  USGS QUAD   -  AMBROSE (1984)
 DN0982
 DN0982                         *CURRENT SURVEY CONTROL
 DN0982  ___________________________________________________________________
 DN0982* NAD 83(1986)-  33 40 42.     (N)    096 28 05.     (W)     SCALED    
 DN0982* NAVD 88     -       182.389  (meters)     598.39   (feet)  ADJUSTED  
 DN0982  ___________________________________________________________________
 DN0982  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DN0982  DYNAMIC HT  -         182.195 (meters)     597.75  (feet)  COMP
 DN0982  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DN0982
 DN0982  VERT ORDER  -  FIRST     CLASS II
 DN0982
 DN0982.The horizontal coordinates were scaled from a topographic map and have
 DN0982.an estimated accuracy of +/- 6 seconds.
 DN0982
 DN0982.The orthometric height was determined by differential leveling
 DN0982.and adjusted by the National Geodetic Survey in June 1991..
 DN0982
 DN0982.The geoid height was determined by GEOID03.
 DN0982
 DN0982.The dynamic height is computed by dividing the NAVD 88
 DN0982.geopotential number by the normal gravity value computed on the
 DN0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0982.degrees latitude (g = 980.6199 gals.).
 DN0982
 DN0982.The modeled gravity was interpolated from observed gravity values.
 DN0982
 DN0982;                    North         East    Units  Estimated Accuracy
 DN0982;SPC TXNC     - 2,224,900.      788,400.      MT  (+/- 180 meters Scaled)
 DN0982
 DN0982                          SUPERSEDED SURVEY CONTROL
 DN0982
 DN0982.No superseded survey control is available for this station.
 DN0982
 DN0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC347293(NAD 83)
 DN0982_MARKER: I = METAL ROD
 DN0982_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0982_SP_SET: STAINLESS STEEL ROD
 DN0982_STAMPING: M 1501 1986
 DN0982_MARK LOGO: NGS   
 DN0982_PROJECTION: FLUSH
 DN0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0982_ROD/PIPE-DEPTH: 7.3  meters
 DN0982
 DN0982  HISTORY     - Date     Condition        Report By
 DN0982  HISTORY     - 1986     MONUMENTED       NGS
 DN0982  HISTORY     - 20060520 GOOD             USPSQD
 DN0982
 DN0982                          STATION DESCRIPTION
 DN0982
 DN0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0982'11.9 KM (7.4 MI) SE FROM DENISON.
 DN0982'11.9 KM (7.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0982'WITH FARM ROAD 120 IN DENISON, 12.3 M (40.4 FT) SOUTHWEST OF THE
 DN0982'CENTERLINE OF THE HIGHWAY, 7.2 M (23.6 FT) NORTHWEST OF A TRIPLE
 DN0982'TRUNKED EVERGREEN TREE, AND 1.0 M (3.3 FT) SOUTHEAST OF A UTILITY
 DN0982'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0982'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST AND FENCE
 DN0982'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN0982
 DN0982                          STATION RECOVERY (2006)
 DN0982
 DN0982'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBM)
 DN0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5521 ***********************************************************************
 AW5521  DESIGNATION -  M 1502
 AW5521  PID         -  AW5521
 AW5521  STATE/COUNTY-  TX/HARRIS
 AW5521  USGS QUAD   -  CYPRESS (1995)
 AW5521
 AW5521                         *CURRENT SURVEY CONTROL
 AW5521  ___________________________________________________________________
 AW5521* NAD 83(1986)-  29 58 26.     (N)    095 41 02.     (W)     SCALED    
 AW5521* NAVD 88     -        44.974  (meters)     147.55   (feet)  ADJUSTED  
 AW5521  ___________________________________________________________________
 AW5521  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AW5521  DYNAMIC HT  -          44.913 (meters)     147.35  (feet)  COMP
 AW5521  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 AW5521
 AW5521  VERT ORDER  -  FIRST     CLASS II
 AW5521
 AW5521.The horizontal coordinates were scaled from a topographic map and have
 AW5521.an estimated accuracy of +/- 6 seconds.
 AW5521
 AW5521.The orthometric height was determined by differential leveling
 AW5521.and adjusted by the National Geodetic Survey in June 1991..
 AW5521
 AW5521.The geoid height was determined by GEOID03.
 AW5521
 AW5521.The dynamic height is computed by dividing the NAVD 88
 AW5521.geopotential number by the normal gravity value computed on the
 AW5521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5521.degrees latitude (g = 980.6199 gals.).
 AW5521
 AW5521.The modeled gravity was interpolated from observed gravity values.
 AW5521
 AW5521;                    North         East    Units  Estimated Accuracy
 AW5521;SPC TXSC     - 4,241,770.      919,980.      MT  (+/- 180 meters Scaled)
 AW5521
 AW5521                          SUPERSEDED SURVEY CONTROL
 AW5521
 AW5521  NGVD 29 (12/23/87)   44.968  (m)          147.53   (f) ADJUSTED    1 2
 AW5521
 AW5521.Superseded values are not recommended for survey control.
 AW5521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5521.See file dsdata.txt to determine how the superseded data were derived.
 AW5521
 AW5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP410189(NAD 83)
 AW5521_MARKER: I = METAL ROD
 AW5521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5521_SP_SET: STAINLESS STEEL ROD
 AW5521_STAMPING: M 1502 1986
 AW5521_MARK LOGO: NGS   
 AW5521_PROJECTION: FLUSH
 AW5521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5521_ROD/PIPE-DEPTH: 8.5  meters
 AW5521
 AW5521  HISTORY     - Date     Condition        Report By
 AW5521  HISTORY     - 1986     MONUMENTED       NGS
 AW5521  HISTORY     - 1990     GOOD             USPSQD
 AW5521
 AW5521                          STATION DESCRIPTION
 AW5521
 AW5521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5521'1.5 KM (0.95 MI) NE FROM CYPRESS.
 AW5521'1.5 KM (0.95 MI) NORTHEASTERLY ALONG SPRING-CYPRESS ROAD FROM ITS
 AW5521'INTERSECTION WITH U.S. HIGHWAY 290 IN CYPRESS, 11.6 M (38.1 FT)
 AW5521'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 8.9 M (29.2 FT) WEST OF THE
 AW5521'CENTER OF A DRIVEWAY LEADING SOUTH TO A RESIDENCE, AND 0.5 M (1.6 FT)
 AW5521'SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5521'5-INCH LOGO CAP.
 AW5521'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 AW5521'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5521
 AW5521                          STATION RECOVERY (1990)
 AW5521
 AW5521'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW5521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5667 ***********************************************************************
 AW5667  DESIGNATION -  M 1503
 AW5667  PID         -  AW5667
 AW5667  STATE/COUNTY-  TX/GALVESTON
 AW5667  USGS QUAD   -  TEXAS CITY (1994)
 AW5667
 AW5667                         *CURRENT SURVEY CONTROL
 AW5667  ___________________________________________________________________
 AW5667* NAD 83(1986)-  29 27 32.     (N)    094 58 21.     (W)     SCALED    
 AW5667* NAVD 88     -         8.016  (meters)      26.30   (feet)  ADJUSTED  
 AW5667  ___________________________________________________________________
 AW5667  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW5667  DYNAMIC HT  -           8.005 (meters)      26.26  (feet)  COMP
 AW5667  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 AW5667
 AW5667  VERT ORDER  -  FIRST     CLASS II
 AW5667
 AW5667.The horizontal coordinates were scaled from a topographic map and have
 AW5667.an estimated accuracy of +/- 6 seconds.
 AW5667
 AW5667.The orthometric height was determined by differential leveling
 AW5667.and adjusted by the National Geodetic Survey in June 1991..
 AW5667
 AW5667.The geoid height was determined by GEOID03.
 AW5667
 AW5667.The dynamic height is computed by dividing the NAVD 88
 AW5667.geopotential number by the normal gravity value computed on the
 AW5667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5667.degrees latitude (g = 980.6199 gals.).
 AW5667
 AW5667.The modeled gravity was interpolated from observed gravity values.
 AW5667
 AW5667;                    North         East    Units  Estimated Accuracy
 AW5667;SPC TXSC     - 4,186,880.      990,560.      MT  (+/- 180 meters Scaled)
 AW5667
 AW5667                          SUPERSEDED SURVEY CONTROL
 AW5667
 AW5667  NGVD 29 (12/23/87)    8.013  (m)           26.29   (f) ADJUSTED    1 2
 AW5667
 AW5667.Superseded values are not recommended for survey control.
 AW5667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5667.See file dsdata.txt to determine how the superseded data were derived.
 AW5667
 AW5667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN087604(NAD 83)
 AW5667_MARKER: DD = SURVEY DISK
 AW5667_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5667_SP_SET: CONCRETE GUARDRAIL OVER ABUTME
 AW5667_STAMPING: M 1503 1987
 AW5667_MARK LOGO: TXHD  
 AW5667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5667+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AW5667
 AW5667  HISTORY     - Date     Condition        Report By
 AW5667  HISTORY     - 1987     MONUMENTED       TXHD
 AW5667  HISTORY     - 1987     GOOD             NGS
 AW5667  HISTORY     - 1990     GOOD             USPSQD
 AW5667  HISTORY     - 19910414 GOOD             USPSQD
 AW5667  HISTORY     - 19990410 GOOD             USPSQD
 AW5667  HISTORY     - 20040130 GOOD             USPSQD
 AW5667  HISTORY     - 20050702 GOOD             USPSQD
 AW5667
 AW5667                          STATION DESCRIPTION
 AW5667
 AW5667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5667'1.6 KM (1.0 MI) SE FROM TEXAS CITY.
 AW5667'1.6 KM (1.0 MI) SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE JUNCTION OF
 AW5667'FARM ROAD 517 IN TEXAS CITY TO THE MARK ON THE LEFT, IN TOP OF THE
 AW5667'SOUTHEAST CONCRETE GUARDRAIL OVER THE SOUTHEAST ABUTMENT OF THE BRIDGE
 AW5667'OVER DICKINSON BAYOU, 5.73 METERS (18.8 FT) NORTHEAST OF THE
 AW5667'CENTERLINE OF THE HIGHWAY, 3.44 METERS (11.3 FT) NORTH-NORTHWEST OF
 AW5667'THE SOUTHEAST END OF THE CONCRETE GUARDRAIL, 0.30 METER (1.0 FT)
 AW5667'SOUTH-SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE GUARDRAIL.
 AW5667'NOTE--DISK WAS STAMPED BY THIS PARTY.
 AW5667'THE MARK IS 0.85 M ABOVE HIGHWAY.
 AW5667
 AW5667                          STATION RECOVERY (1990)
 AW5667
 AW5667'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW5667'RECOVERED IN GOOD CONDITION.
 AW5667
 AW5667                          STATION RECOVERY (1991)
 AW5667
 AW5667'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW5667'RECOVERED IN GOOD CONDITION.
 AW5667
 AW5667                          STATION RECOVERY (1999)
 AW5667
 AW5667'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5667'RECOVERED IN GOOD CONDITION.
 AW5667
 AW5667                          STATION RECOVERY (2004)
 AW5667
 AW5667'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5667'RECOVERED IN GOOD CONDITION.
 AW5667
 AW5667                          STATION RECOVERY (2005)
 AW5667
 AW5667'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5413 ***********************************************************************
 AW5413  DESIGNATION -  M 1504
 AW5413  PID         -  AW5413
 AW5413  STATE/COUNTY-  TX/FORT BEND
 AW5413  USGS QUAD   -  KATY (1980)
 AW5413
 AW5413                         *CURRENT SURVEY CONTROL
 AW5413  ___________________________________________________________________
 AW5413* NAD 83(1986)-  29 45 52.     (N)    095 49 22.     (W)     SCALED    
 AW5413* NAVD 88     -        38.691  (meters)     126.94   (feet)  ADJUSTED  
 AW5413  ___________________________________________________________________
 AW5413  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW5413  DYNAMIC HT  -          38.638 (meters)     126.76  (feet)  COMP
 AW5413  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AW5413
 AW5413  VERT ORDER  -  FIRST     CLASS II
 AW5413
 AW5413.The horizontal coordinates were scaled from a topographic map and have
 AW5413.an estimated accuracy of +/- 6 seconds.
 AW5413
 AW5413.The orthometric height was determined by differential leveling
 AW5413.and adjusted by the National Geodetic Survey in June 1991..
 AW5413
 AW5413.The geoid height was determined by GEOID03.
 AW5413
 AW5413.The dynamic height is computed by dividing the NAVD 88
 AW5413.geopotential number by the normal gravity value computed on the
 AW5413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5413.degrees latitude (g = 980.6199 gals.).
 AW5413
 AW5413.The modeled gravity was interpolated from observed gravity values.
 AW5413
 AW5413;                    North         East    Units  Estimated Accuracy
 AW5413;SPC TXSC     - 4,218,190.      907,210.      MT  (+/- 180 meters Scaled)
 AW5413
 AW5413                          SUPERSEDED SURVEY CONTROL
 AW5413
 AW5413  NGVD 29 (12/23/87)   38.679  (m)          126.90   (f) ADJUSTED    1 2
 AW5413
 AW5413.Superseded values are not recommended for survey control.
 AW5413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5413.See file dsdata.txt to determine how the superseded data were derived.
 AW5413
 AW5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN270960(NAD 83)
 AW5413_MARKER: DB = BENCH MARK DISK
 AW5413_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW5413_SP_SET: BRIDGE ABUTMENT
 AW5413_STAMPING: M 1504 1986
 AW5413_MARK LOGO: NGS   
 AW5413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5413+STABILITY: SURFACE MOTION
 AW5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5413+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 AW5413
 AW5413  HISTORY     - Date     Condition        Report By
 AW5413  HISTORY     - 1986     MONUMENTED       NGS
 AW5413  HISTORY     - 19940625 GOOD             USPSQD
 AW5413  HISTORY     - 20031213 GOOD             GEOCAC
 AW5413  HISTORY     - 20040715 GOOD             USPSQD
 AW5413
 AW5413                          STATION DESCRIPTION
 AW5413
 AW5413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5413'2.7 KM (1.7 MI) SOUTH FROM KATY.
 AW5413'2.7 KM (1.7 MI) SOUTH ALONG PIN OAK ROAD FROM THE JUNCTION OF US
 AW5413'HIGHWAY 90 IN KATY, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 AW5413'ABUTMENT OF A BRIDGE OVER BUFFALO BAYOU, 4.3 METERS (14.1 FT)
 AW5413'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 0.2 METER (0.5 FT) SOUTHEAST
 AW5413'OF A METAL GUARD RAIL.
 AW5413'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5413
 AW5413                          STATION RECOVERY (1994)
 AW5413
 AW5413'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5413'RECOVERED IN GOOD CONDITION.
 AW5413
 AW5413                          STATION RECOVERY (2003)
 AW5413
 AW5413'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AW5413'MARK IS IN GOOD CONDITION.  NOTE THAT PIN OAK ROAD IS NOW
 AW5413'KATY-FLEWELLEN ROAD.  PIN OAK DEAD-ENDS INTO A SUBDIVISION.
 AW5413
 AW5413                          STATION RECOVERY (2004)
 AW5413
 AW5413'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5413'5 INCHES BELOW THE GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5482 ***********************************************************************
 AW5482  DESIGNATION -  M 1505
 AW5482  PID         -  AW5482
 AW5482  STATE/COUNTY-  TX/FORT BEND
 AW5482  USGS QUAD   -  FULSHEAR (1980)
 AW5482
 AW5482                         *CURRENT SURVEY CONTROL
 AW5482  ___________________________________________________________________
 AW5482* NAD 83(1986)-  29 41 20.     (N)    095 54 07.     (W)     SCALED    
 AW5482* NAVD 88     -        37.509  (meters)     123.06   (feet)  ADJUSTED  
 AW5482  ___________________________________________________________________
 AW5482  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW5482  DYNAMIC HT  -          37.458 (meters)     122.89  (feet)  COMP
 AW5482  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 AW5482
 AW5482  VERT ORDER  -  FIRST     CLASS II
 AW5482
 AW5482.The horizontal coordinates were scaled from a topographic map and have
 AW5482.an estimated accuracy of +/- 6 seconds.
 AW5482
 AW5482.The orthometric height was determined by differential leveling
 AW5482.and adjusted by the National Geodetic Survey in June 1991..
 AW5482
 AW5482.The geoid height was determined by GEOID03.
 AW5482
 AW5482.The dynamic height is computed by dividing the NAVD 88
 AW5482.geopotential number by the normal gravity value computed on the
 AW5482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5482.degrees latitude (g = 980.6199 gals.).
 AW5482
 AW5482.The modeled gravity was interpolated from observed gravity values.
 AW5482
 AW5482;                    North         East    Units  Estimated Accuracy
 AW5482;SPC TXSC     - 4,209,620.      899,780.      MT  (+/- 180 meters Scaled)
 AW5482
 AW5482                          SUPERSEDED SURVEY CONTROL
 AW5482
 AW5482  NGVD 29 (12/23/87)   37.503  (m)          123.04   (f) ADJUSTED    1 2
 AW5482
 AW5482.Superseded values are not recommended for survey control.
 AW5482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5482.See file dsdata.txt to determine how the superseded data were derived.
 AW5482
 AW5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN191878(NAD 83)
 AW5482_MARKER: I = METAL ROD
 AW5482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5482_SP_SET: STAINLESS STEEL ROD
 AW5482_STAMPING: M 1505 1987
 AW5482_MARK LOGO: NGS   
 AW5482_PROJECTION: FLUSH
 AW5482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5482_ROD/PIPE-DEPTH: 7.0  meters
 AW5482
 AW5482  HISTORY     - Date     Condition        Report By
 AW5482  HISTORY     - 1987     MONUMENTED       NGS
 AW5482  HISTORY     - 19950108 GOOD             USPSQD
 AW5482  HISTORY     - 19951010 GOOD             USPSQD
 AW5482
 AW5482                          STATION DESCRIPTION
 AW5482
 AW5482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5482'0.4 KM (0.25 MI) WEST FROM FULSHEAR.
 AW5482'0.15 KM (0.1 MI) SOUTH ALONG FM ROAD 359 FROM THE POST OFFICE IN
 AW5482'FULSHEAR, THENCE 0.25 KM (0.15 MI) WEST ALONG FM ROAD 1093, AT A
 AW5482'POWERLINE CROSSING, 0.7 METER (2.5 FT) NORTHWEST OF THE FIRST POWER
 AW5482'POLE ON THE NORTH SIDE OF THE ROAD, 12.3 METERS (40.5 FT) NORTH OF THE
 AW5482'CENTERLINE OF THE ROAD, 0.6 METER (2.0 FT) EAST OF A CONCRETE
 AW5482'RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5482'5-INCH LOGO CAP.
 AW5482'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW5482'THE MARK IS 1.0 M ABOVE THE ROAD.
 AW5482
 AW5482                          STATION RECOVERY (1995)
 AW5482
 AW5482'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5482'RECOVERED IN GOOD CONDITION.
 AW5482
 AW5482                          STATION RECOVERY (1995)
 AW5482
 AW5482'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5500 ***********************************************************************
 AW5500  DESIGNATION -  M 1506
 AW5500  PID         -  AW5500
 AW5500  STATE/COUNTY-  TX/WALLER
 AW5500  USGS QUAD   -  BROOKSHIRE (1980)
 AW5500
 AW5500                         *CURRENT SURVEY CONTROL
 AW5500  ___________________________________________________________________
 AW5500* NAD 83(1986)-  29 47 09.     (N)    095 52 53.     (W)     SCALED    
 AW5500* NAVD 88     -        47.443  (meters)     155.65   (feet)  ADJUSTED  
 AW5500  ___________________________________________________________________
 AW5500  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW5500  DYNAMIC HT  -          47.378 (meters)     155.44  (feet)  COMP
 AW5500  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AW5500
 AW5500  VERT ORDER  -  FIRST     CLASS I
 AW5500
 AW5500.The horizontal coordinates were scaled from a topographic map and have
 AW5500.an estimated accuracy of +/- 6 seconds.
 AW5500
 AW5500.The orthometric height was determined by differential leveling
 AW5500.and adjusted by the National Geodetic Survey in June 1991..
 AW5500
 AW5500.The geoid height was determined by GEOID03.
 AW5500
 AW5500.The dynamic height is computed by dividing the NAVD 88
 AW5500.geopotential number by the normal gravity value computed on the
 AW5500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5500.degrees latitude (g = 980.6199 gals.).
 AW5500
 AW5500.The modeled gravity was interpolated from observed gravity values.
 AW5500
 AW5500;                    North         East    Units  Estimated Accuracy
 AW5500;SPC TXSC     - 4,220,410.      901,480.      MT  (+/- 180 meters Scaled)
 AW5500
 AW5500                          SUPERSEDED SURVEY CONTROL
 AW5500
 AW5500  NGVD 29 (12/23/87)   47.429  (m)          155.61   (f) ADJUSTED    1 1
 AW5500
 AW5500.Superseded values are not recommended for survey control.
 AW5500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5500.See file dsdata.txt to determine how the superseded data were derived.
 AW5500
 AW5500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN214985(NAD 83)
 AW5500_MARKER: I = METAL ROD
 AW5500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5500_SP_SET: STAINLESS STEEL ROD
 AW5500_STAMPING: M 1506 1987
 AW5500_MARK LOGO: NGS   
 AW5500_PROJECTION: FLUSH
 AW5500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5500+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AW5500_ROD/PIPE-DEPTH: 12.2 meters
 AW5500
 AW5500  HISTORY     - Date     Condition        Report By
 AW5500  HISTORY     - 1987     MONUMENTED       NGS
 AW5500  HISTORY     - 1987     GOOD             USPSQD
 AW5500  HISTORY     - 20050222 GOOD             LJA
 AW5500
 AW5500                          STATION DESCRIPTION
 AW5500
 AW5500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5500'6.1 KM (3.8 MI) WEST FROM KATY.
 AW5500'6.1 KM (3.8 MI) WEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF PIN OAK
 AW5500'ROAD IN KATY, 19.5 METERS (64.0 FT) SOUTH OF THE CENTERLINE OF THE
 AW5500'HIGHWAY, 11.0 METERS (36.0 FT) WEST OF THE CENTERLINE OF PEDERSON
 AW5500'ROAD, 7.9 METERS (26.0 FT) SOUTH-SOUTHWEST OF THE WEST END OF A
 AW5500'32-INCH PIPE CULVERT, 4.0 METERS (13.0 FT) SOUTH OF A FENCE CORNER AND
 AW5500'A POWER POLE, 0.6 METER (2.0 FT) NORTH-NORTHEAST OF A GUY ANCHOR, 0.6
 AW5500'METER (2.0 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5500'THROUGH A 5-INCH LOGO CAP.
 AW5500'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5500'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5500
 AW5500                          STATION RECOVERY (1987)
 AW5500
 AW5500'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW5500'RECOVERED IN GOOD CONDITION.
 AW5500
 AW5500                          STATION RECOVERY (2005)
 AW5500
 AW5500'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW5500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5557 ***********************************************************************
 AW5557  DESIGNATION -  M 1509
 AW5557  PID         -  AW5557
 AW5557  STATE/COUNTY-  TX/HARRIS
 AW5557  USGS QUAD   -  PARK PLACE (1995)
 AW5557
 AW5557                         *CURRENT SURVEY CONTROL
 AW5557  ___________________________________________________________________
 AW5557* NAD 83(1986)-  29 38 05.     (N)    095 18 33.     (W)     SCALED    
 AW5557* NAVD 88     -        12.583  (meters)      41.28   (feet)  ADJUSTED  
 AW5557  ___________________________________________________________________
 AW5557  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW5557  DYNAMIC HT  -          12.565 (meters)      41.22  (feet)  COMP
 AW5557  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 AW5557
 AW5557  VERT ORDER  -  FIRST     CLASS II
 AW5557
 AW5557.The horizontal coordinates were scaled from a topographic map and have
 AW5557.an estimated accuracy of +/- 6 seconds.
 AW5557
 AW5557.The orthometric height was determined by differential leveling
 AW5557.and adjusted by the National Geodetic Survey in June 1991..
 AW5557
 AW5557.The geoid height was determined by GEOID03.
 AW5557
 AW5557.The dynamic height is computed by dividing the NAVD 88
 AW5557.geopotential number by the normal gravity value computed on the
 AW5557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5557.degrees latitude (g = 980.6199 gals.).
 AW5557
 AW5557.The modeled gravity was interpolated from observed gravity values.
 AW5557
 AW5557;                    North         East    Units  Estimated Accuracy
 AW5557;SPC TXSC     - 4,205,280.      957,310.      MT  (+/- 180 meters Scaled)
 AW5557
 AW5557                          SUPERSEDED SURVEY CONTROL
 AW5557
 AW5557  NGVD 29 (12/23/87)   12.579  (m)           41.27   (f) ADJUSTED    1 2
 AW5557
 AW5557.Superseded values are not recommended for survey control.
 AW5557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5557.See file dsdata.txt to determine how the superseded data were derived.
 AW5557
 AW5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN764805(NAD 83)
 AW5557_MARKER: I = METAL ROD
 AW5557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5557_SP_SET: STAINLESS STEEL ROD
 AW5557_STAMPING: M 1509 1986
 AW5557_MARK LOGO: NGS   
 AW5557_PROJECTION: FLUSH
 AW5557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5557+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW5557_ROD/PIPE-DEPTH: 6.5  meters
 AW5557
 AW5557  HISTORY     - Date     Condition        Report By
 AW5557  HISTORY     - 1986     MONUMENTED       NGS
 AW5557  HISTORY     - 1989     GOOD             USPSQD
 AW5557  HISTORY     - 1989     GOOD             USPSQD
 AW5557  HISTORY     - 1989     GOOD             USPSQD
 AW5557  HISTORY     - 1989     GOOD             USPSQD
 AW5557  HISTORY     - 1990     GOOD             USPSQD
 AW5557  HISTORY     - 19950624 GOOD             USPSQD
 AW5557  HISTORY     - 20031003 GOOD             USPSQD
 AW5557  HISTORY     - 20050217 GOOD             USPSQD
 AW5557
 AW5557                          STATION DESCRIPTION
 AW5557
 AW5557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5557'1.6 KM (1.0 MI) NORTH FROM MYKAWA.
 AW5557'1.6 KM (1.0 MI) NORTHERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 AW5557'RAILROAD FROM ITS INTERSECTION WITH ALMEDA-GENOA ROAD IN MYKAWA, 37.2
 AW5557'M (122.0 FT) EAST OF THE CENTER OF A DRIVEWAY, 30.7 M (100.7 FT)
 AW5557'SOUTHWEST OF THE NEAR RAIL, 12.1 M (39.7 FT) SOUTHWEST OF THE
 AW5557'CENTERLINE OF MYKAWA ROAD, 8.3 M (27.2 FT) NORTH OF THE CENTER OF
 AW5557'MADDEN LANE, 1.9 M (6.2 FT) WEST OF A FIRE HYDRANT, AND 1.1 M (3.6 FT)
 AW5557'SOUTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5557'THROUGH A 5-INCH LOGO CAP.
 AW5557'THE MARK IS ABOVE LEVEL WITH THE LANE.
 AW5557
 AW5557                          STATION RECOVERY (1989)
 AW5557
 AW5557'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW5557'RECOVERED IN GOOD CONDITION.
 AW5557
 AW5557                          STATION RECOVERY (1989)
 AW5557
 AW5557'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW5557'RECOVERED IN GOOD CONDITION.
 AW5557
 AW5557                          STATION RECOVERY (1989)
 AW5557
 AW5557'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW5557'RECOVERED IN GOOD CONDITION.
 AW5557
 AW5557                          STATION RECOVERY (1989)
 AW5557
 AW5557'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW5557'RECOVERED IN GOOD CONDITION.
 AW5557
 AW5557                          STATION RECOVERY (1990)
 AW5557
 AW5557'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5557'RECOVERED IN GOOD CONDITION.
 AW5557
 AW5557                          STATION RECOVERY (1995)
 AW5557
 AW5557'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5557'RECOVERED IN GOOD CONDITION.
 AW5557
 AW5557                          STATION RECOVERY (2003)
 AW5557
 AW5557'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5557'RECOVERED IN GOOD CONDITION.
 AW5557
 AW5557                          STATION RECOVERY (2005)
 AW5557
 AW5557'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0605 ***********************************************************************
 CS0605  DESIGNATION -  M 151
 CS0605  PID         -  CS0605
 CS0605  STATE/COUNTY-  TX/HENDERSON
 CS0605  USGS QUAD   -  MALAKOFF (1981)
 CS0605
 CS0605                         *CURRENT SURVEY CONTROL
 CS0605  ___________________________________________________________________
 CS0605* NAD 83(1986)-  32 09 29.     (N)    096 02 58.     (W)     SCALED    
 CS0605* NAVD 88     -        98.625  (meters)     323.57   (feet)  ADJUSTED  
 CS0605  ___________________________________________________________________
 CS0605  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0605  DYNAMIC HT  -          98.511 (meters)     323.20  (feet)  COMP
 CS0605  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 CS0605
 CS0605  VERT ORDER  -  SECOND    CLASS 0
 CS0605
 CS0605.The horizontal coordinates were scaled from a topographic map and have
 CS0605.an estimated accuracy of +/- 6 seconds.
 CS0605
 CS0605.The orthometric height was determined by differential leveling
 CS0605.and adjusted by the National Geodetic Survey in June 1991..
 CS0605
 CS0605.The geoid height was determined by GEOID03.
 CS0605
 CS0605.The dynamic height is computed by dividing the NAVD 88
 CS0605.geopotential number by the normal gravity value computed on the
 CS0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0605.degrees latitude (g = 980.6199 gals.).
 CS0605
 CS0605.The modeled gravity was interpolated from observed gravity values.
 CS0605
 CS0605;                    North         East    Units  Estimated Accuracy
 CS0605;SPC TXNC     - 2,057,190.      831,140.      MT  (+/- 180 meters Scaled)
 CS0605
 CS0605                          SUPERSEDED SURVEY CONTROL
 CS0605
 CS0605  NGVD 29 (??/??/92)   98.631  (m)          323.59   (f) ADJ UNCH    2 0
 CS0605
 CS0605.Superseded values are not recommended for survey control.
 CS0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0605.See file dsdata.txt to determine how the superseded data were derived.
 CS0605
 CS0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA782617(NAD 83)
 CS0605_MARKER: DB = BENCH MARK DISK
 CS0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0605_STAMPING: M 151 1933
 CS0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0605+STABILITY: SURFACE MOTION
 CS0605
 CS0605  HISTORY     - Date     Condition        Report By
 CS0605  HISTORY     - 1933     MONUMENTED       CGS
 CS0605  HISTORY     - 1934     GOOD             NGS
 CS0605
 CS0605                          STATION DESCRIPTION
 CS0605
 CS0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0605'2.4 MI W FROM MALAKOFF.
 CS0605'2.4 MILES WEST OF, ALONG ST.L.S.W.RY. CONCRETE POST, MILEPOST 596 PLUS
 CS0605'4 POLES, 40 FEET NORTHWEST OF LANE CROSSING, AT WEST END OF CUT, ON
 CS0605'SMALL OPEN FLAT, 36 FEET NORTH OF RAILROAD CENTER-LINE.  TABLET ON TOP
 CS0605'OF CONCRETE POST.
 CS0605
 CS0605                          STATION RECOVERY (1934)
 CS0605
 CS0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2005 ***********************************************************************
 BL2005  DESIGNATION -  M 1510
 BL2005  PID         -  BL2005
 BL2005  STATE/COUNTY-  TX/MONTGOMERY
 BL2005  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL2005
 BL2005                         *CURRENT SURVEY CONTROL
 BL2005  ___________________________________________________________________
 BL2005* NAD 83(1986)-  30 08 28.     (N)    095 37 47.     (W)     SCALED    
 BL2005* NAVD 88     -        50.898  (meters)     166.99   (feet)  ADJUSTED  
 BL2005  ___________________________________________________________________
 BL2005  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL2005  DYNAMIC HT  -          50.829 (meters)     166.76  (feet)  COMP
 BL2005  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 BL2005
 BL2005  VERT ORDER  -  FIRST     CLASS II
 BL2005
 BL2005.The horizontal coordinates were scaled from a topographic map and have
 BL2005.an estimated accuracy of +/- 6 seconds.
 BL2005
 BL2005.The orthometric height was determined by differential leveling
 BL2005.and adjusted by the National Geodetic Survey in June 1991..
 BL2005
 BL2005.The geoid height was determined by GEOID03.
 BL2005
 BL2005.The dynamic height is computed by dividing the NAVD 88
 BL2005.geopotential number by the normal gravity value computed on the
 BL2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2005.degrees latitude (g = 980.6199 gals.).
 BL2005
 BL2005.The modeled gravity was interpolated from observed gravity values.
 BL2005
 BL2005;                    North         East    Units  Estimated Accuracy
 BL2005;SPC TX C     - 3,062,180.    1,153,050.      MT  (+/- 180 meters Scaled)
 BL2005
 BL2005                          SUPERSEDED SURVEY CONTROL
 BL2005
 BL2005  NGVD 29 (12/23/87)   50.894  (m)          166.97   (f) ADJUSTED    1 2
 BL2005
 BL2005.Superseded values are not recommended for survey control.
 BL2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2005.See file dsdata.txt to determine how the superseded data were derived.
 BL2005
 BL2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP466373(NAD 83)
 BL2005_MARKER: I = METAL ROD
 BL2005_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2005_SP_SET: STAINLESS STEEL ROD
 BL2005_STAMPING: M 1510 1987
 BL2005_MARK LOGO: NGS   
 BL2005_PROJECTION: FLUSH
 BL2005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2005_ROD/PIPE-DEPTH: 9.1  meters
 BL2005
 BL2005  HISTORY     - Date     Condition        Report By
 BL2005  HISTORY     - 1987     MONUMENTED       NGS
 BL2005  HISTORY     - 20050812 GOOD             GEOCAC
 BL2005
 BL2005                          STATION DESCRIPTION
 BL2005
 BL2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2005'3.7 KM (2.3 MI) NW FROM HUFSMITH.
 BL2005'3.7 KM (2.3 MI) NORTHWESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL2005'ITS JUNCTION WITH STANOLIND ROAD IN HUFSMITH, 30.2 M (99.1 FT)
 BL2005'SOUTHWEST OF THE NEAR RAIL, 9.4 M (30.8 FT) EAST OF THE CENTER OF A
 BL2005'DRIVEWAY, 9.0 M (29.5 FT) NORTHWEST OF THE EXTENDED CENTER OF A ROAD,
 BL2005'7.0 M (23.0 FT) SOUTHEAST OF A FENCE CORNER, AND 5.5 M (18.0 FT)
 BL2005'SOUTHWEST OF THE CENTER OF A ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 BL2005'THROUGH A 5-INCH LOGO CAP.
 BL2005'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 BL2005'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL2005
 BL2005                          STATION RECOVERY (2005)
 BL2005
 BL2005'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL2005'LAT/LON BY HANDHELD GPS(NAD83) N30 08 28.1 W095 37 48.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1985 ***********************************************************************
 BL1985  DESIGNATION -  M 1511
 BL1985  PID         -  BL1985
 BL1985  STATE/COUNTY-  TX/HARRIS
 BL1985  USGS QUAD   -  ROSE HILL (1980)
 BL1985
 BL1985                         *CURRENT SURVEY CONTROL
 BL1985  ___________________________________________________________________
 BL1985* NAD 83(1986)-  30 03 51.     (N)    095 39 52.     (W)     SCALED    
 BL1985* NAVD 88     -        50.520  (meters)     165.75   (feet)  ADJUSTED  
 BL1985  ___________________________________________________________________
 BL1985  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1985  DYNAMIC HT  -          50.451 (meters)     165.52  (feet)  COMP
 BL1985  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 BL1985
 BL1985  VERT ORDER  -  FIRST     CLASS II
 BL1985
 BL1985.The horizontal coordinates were scaled from a topographic map and have
 BL1985.an estimated accuracy of +/- 6 seconds.
 BL1985
 BL1985.The orthometric height was determined by differential leveling
 BL1985.and adjusted by the National Geodetic Survey in June 1991..
 BL1985
 BL1985.The geoid height was determined by GEOID03.
 BL1985
 BL1985.The dynamic height is computed by dividing the NAVD 88
 BL1985.geopotential number by the normal gravity value computed on the
 BL1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1985.degrees latitude (g = 980.6199 gals.).
 BL1985
 BL1985.The modeled gravity was interpolated from observed gravity values.
 BL1985
 BL1985;                    North         East    Units  Estimated Accuracy
 BL1985;SPC TXSC     - 4,251,830.      921,570.      MT  (+/- 180 meters Scaled)
 BL1985
 BL1985                          SUPERSEDED SURVEY CONTROL
 BL1985
 BL1985  NGVD 29 (12/23/87)   50.514  (m)          165.73   (f) ADJUSTED    1 2
 BL1985
 BL1985.Superseded values are not recommended for survey control.
 BL1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1985.See file dsdata.txt to determine how the superseded data were derived.
 BL1985
 BL1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP431288(NAD 83)
 BL1985_MARKER: I = METAL ROD
 BL1985_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1985_SP_SET: STAINLESS STEEL ROD
 BL1985_STAMPING: M 1511 1987
 BL1985_MARK LOGO: NGS   
 BL1985_PROJECTION: FLUSH
 BL1985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1985_ROD/PIPE-DEPTH: 10.1 meters
 BL1985
 BL1985  HISTORY     - Date     Condition        Report By
 BL1985  HISTORY     - 1987     MONUMENTED       NGS
 BL1985  HISTORY     - 19931106 GOOD             USPSQD
 BL1985  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1985
 BL1985                          STATION DESCRIPTION
 BL1985
 BL1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL1985'7.2 KM (4.5 MI) SW FROM TOMBALL.
 BL1985'5.5 KM (3.4 MI) WESTERLY ALONG FARM ROAD 2920 FROM ITS JUNCTION WITH
 BL1985'THE BURLINGTON NORTHERN RAILROAD IN TOMBALL, THENCE 1.7 KM (1.05 MI)
 BL1985'SOUTHERLY ALONG TELGE ROAD, 39.0 M (128.0 FT) SOUTH OF THE EXTENDED
 BL1985'CENTER OF TELGE TERRACE, 9.6 M (31.5 FT) WEST OF THE CENTERLINE OF THE
 BL1985'ROAD, 2.8 M (9.2 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, AND
 BL1985'0.5 M (1.6 FT) SOUTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 BL1985'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL1985'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST AND FENCE
 BL1985'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL1985
 BL1985                          STATION RECOVERY (1993)
 BL1985
 BL1985'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1985'RECOVERED IN GOOD CONDITION.
 BL1985
 BL1985                          STATION RECOVERY (2005)
 BL1985
 BL1985'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2025 ***********************************************************************
 BL2025  DESIGNATION -  M 1512
 BL2025  PID         -  BL2025
 BL2025  STATE/COUNTY-  TX/HARRIS
 BL2025  USGS QUAD   -  MOONSHINE HILL (1980)
 BL2025
 BL2025                         *CURRENT SURVEY CONTROL
 BL2025  ___________________________________________________________________
 BL2025* NAD 83(1986)-  30 00 13.     (N)    095 09 12.     (W)     SCALED    
 BL2025* NAVD 88     -        19.814  (meters)      65.01   (feet)  ADJUSTED  
 BL2025  ___________________________________________________________________
 BL2025  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2025  DYNAMIC HT  -          19.788 (meters)      64.92  (feet)  COMP
 BL2025  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 BL2025
 BL2025  VERT ORDER  -  FIRST     CLASS II
 BL2025
 BL2025.The horizontal coordinates were scaled from a topographic map and have
 BL2025.an estimated accuracy of +/- 6 seconds.
 BL2025
 BL2025.The orthometric height was determined by differential leveling
 BL2025.and adjusted by the National Geodetic Survey in June 1991..
 BL2025
 BL2025.The geoid height was determined by GEOID03.
 BL2025
 BL2025.The dynamic height is computed by dividing the NAVD 88
 BL2025.geopotential number by the normal gravity value computed on the
 BL2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2025.degrees latitude (g = 980.6199 gals.).
 BL2025
 BL2025.The modeled gravity was interpolated from observed gravity values.
 BL2025
 BL2025;                    North         East    Units  Estimated Accuracy
 BL2025;SPC TXSC     - 4,246,630.      971,050.      MT  (+/- 180 meters Scaled)
 BL2025
 BL2025                          SUPERSEDED SURVEY CONTROL
 BL2025
 BL2025  NGVD 29 (12/23/87)   19.813  (m)           65.00   (f) ADJUSTED    1 2
 BL2025
 BL2025.Superseded values are not recommended for survey control.
 BL2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2025.See file dsdata.txt to determine how the superseded data were derived.
 BL2025
 BL2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP922211(NAD 83)
 BL2025_MARKER: I = METAL ROD
 BL2025_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2025_SP_SET: STAINLESS STEEL ROD
 BL2025_STAMPING: M 1512 1987
 BL2025_MARK LOGO: NGS   
 BL2025_PROJECTION: FLUSH
 BL2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2025+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL2025_ROD/PIPE-DEPTH: 9.1  meters
 BL2025
 BL2025  HISTORY     - Date     Condition        Report By
 BL2025  HISTORY     - 1987     MONUMENTED       NGS
 BL2025  HISTORY     - 20040316 GOOD             USPSQD
 BL2025
 BL2025                          STATION DESCRIPTION
 BL2025
 BL2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2025'9.1 KM (5.65 MI) WEST FROM HUFFMAN.
 BL2025'9.1 KM (5.65 MI) WESTERLY ALONG FARM ROAD 1960 FROM ITS JUNCTION WITH
 BL2025'FARM ROAD 2100 IN HUFFMAN, 26.6 M (87.3 FT) NORTHWEST OF THE
 BL2025'CENTERLINE OF THE WEST BOUND LANES OF THE ROAD, 20.4 M (66.9 FT) WEST
 BL2025'OF A FIRE HYDRANT, 6.7 M (22.0 FT) NORTHEAST OF THE CENTER OF THE
 BL2025'NORTHWEST BOUND LANES OF PINEHURST TRAIL DRIVE, AND 1.2 M (3.9 FT)
 BL2025'SOUTHEAST OF A UTILITY POLE WITH 3 GUY WIRES.  NOTE--ACCESS TO DATUM
 BL2025'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2025'THE MARK IS 0.7 M ABOVE THE DRIVE.
 BL2025
 BL2025                          STATION RECOVERY (2004)
 BL2025
 BL2025'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2572 ***********************************************************************
 AX2572  DESIGNATION -  M 1515
 AX2572  PID         -  AX2572
 AX2572  STATE/COUNTY-  TX/JACKSON
 AX2572  USGS QUAD   -  LOUISE (1981)
 AX2572
 AX2572                         *CURRENT SURVEY CONTROL
 AX2572  ___________________________________________________________________
 AX2572* NAD 83(1986)-  29 03 38.     (N)    096 29 11.     (W)     SCALED    
 AX2572* NAVD 88     -        20.415  (meters)      66.98   (feet)  ADJUSTED  
 AX2572  ___________________________________________________________________
 AX2572  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2572  DYNAMIC HT  -          20.386 (meters)      66.88  (feet)  COMP
 AX2572  MODELED GRAV-     979,221.9   (mgal)                       NAVD 88
 AX2572
 AX2572  VERT ORDER  -  FIRST     CLASS I
 AX2572
 AX2572.The horizontal coordinates were scaled from a topographic map and have
 AX2572.an estimated accuracy of +/- 6 seconds.
 AX2572
 AX2572.The orthometric height was determined by differential leveling
 AX2572.and adjusted by the National Geodetic Survey in June 1991..
 AX2572
 AX2572.The geoid height was determined by GEOID03.
 AX2572
 AX2572.The dynamic height is computed by dividing the NAVD 88
 AX2572.geopotential number by the normal gravity value computed on the
 AX2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2572.degrees latitude (g = 980.6199 gals.).
 AX2572
 AX2572.The modeled gravity was interpolated from observed gravity values.
 AX2572
 AX2572;                    North         East    Units  Estimated Accuracy
 AX2572;SPC TXSC     - 4,138,640.      844,730.      MT  (+/- 180 meters Scaled)
 AX2572
 AX2572                          SUPERSEDED SURVEY CONTROL
 AX2572
 AX2572  NGVD 29 (12/23/87)   20.423  (m)           67.00   (f) ADJUSTED    1 1
 AX2572
 AX2572.Superseded values are not recommended for survey control.
 AX2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2572.See file dsdata.txt to determine how the superseded data were derived.
 AX2572
 AX2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT447173(NAD 83)
 AX2572_MARKER: I = METAL ROD
 AX2572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2572_SP_SET: STAINLESS STEEL ROD
 AX2572_STAMPING: M 1515 1987
 AX2572_MARK LOGO: NGS   
 AX2572_PROJECTION: FLUSH
 AX2572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2572_ROD/PIPE-DEPTH: 5.2  meters
 AX2572
 AX2572  HISTORY     - Date     Condition        Report By
 AX2572  HISTORY     - 1987     MONUMENTED       NGS
 AX2572  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX2572
 AX2572                          STATION DESCRIPTION
 AX2572
 AX2572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2572'3.4 KM (2.1 MI) NE FROM GANADO.
 AX2572'2.06 KM (1.28 MI) NORTHEAST ALONG HIGHWAY LOOP 522 FROM THE JUNCTION
 AX2572'OF STATE HIGHWAY 172 IN GANADO, THENCE 1.40 KM (0.87 MI) NORTHEAST
 AX2572'ALONG US HIGHWAY 59, 24.5 METERS (80.5 FT) NORTHWEST OF THE CENTERLINE
 AX2572'OF HIGHWAY 59 SOUTHBOUND, 7.0 METERS (23.0 FT) NORTHEAST OF THE CENTER
 AX2572'OF A FIELD ENTRANCE ROAD, 7.0 METERS (23.0 FT) NORTH OF THE NORTHWEST
 AX2572'END OF THE NORTHEAST HEADWALL OF A DOUBLE BOX CULVERT.  NOTE--ACCESS
 AX2572'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2572'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AX2572'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AX2572
 AX2572                          STATION RECOVERY (1998)
 AX2572
 AX2572'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3147 ***********************************************************************
 AA3147  DESIGNATION -  M 1516
 AA3147  PID         -  AA3147
 AA3147  STATE/COUNTY-  TX/HARRIS
 AA3147  USGS QUAD   -  HUMBLE (1995)
 AA3147
 AA3147                         *CURRENT SURVEY CONTROL
 AA3147  ___________________________________________________________________
 AA3147* NAD 83(1986)-  29 56 24.     (N)    095 19 51.     (W)     SCALED    
 AA3147* NAVD 88     -        23.057  (meters)      75.65   (feet)  ADJUSTED  
 AA3147  ___________________________________________________________________
 AA3147  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA3147  DYNAMIC HT  -          23.026 (meters)      75.54  (feet)  COMP
 AA3147  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 AA3147
 AA3147  VERT ORDER  -  FIRST     CLASS II
 AA3147
 AA3147.The horizontal coordinates were scaled from a topographic map and have
 AA3147.an estimated accuracy of +/- 6 seconds.
 AA3147
 AA3147.The orthometric height was determined by differential leveling
 AA3147.and adjusted by the National Geodetic Survey in July 2002..
 AA3147
 AA3147.The geoid height was determined by GEOID03.
 AA3147
 AA3147.The dynamic height is computed by dividing the NAVD 88
 AA3147.geopotential number by the normal gravity value computed on the
 AA3147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3147.degrees latitude (g = 980.6199 gals.).
 AA3147
 AA3147.The modeled gravity was interpolated from observed gravity values.
 AA3147
 AA3147;                    North         East    Units  Estimated Accuracy
 AA3147;SPC TXSC     - 4,239,030.      954,150.      MT  (+/- 180 meters Scaled)
 AA3147
 AA3147                          SUPERSEDED SURVEY CONTROL
 AA3147
 AA3147  NAVD 88 (04/12/01)   23.281  (m)           76.38   (f) UNKNOWN     1 2
 AA3147
 AA3147.Superseded values are not recommended for survey control.
 AA3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3147.See file dsdata.txt to determine how the superseded data were derived.
 AA3147
 AA3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP750144(NAD 83)
 AA3147_MARKER: I = METAL ROD
 AA3147_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA3147_STAMPING: M 1516 1994
 AA3147_MARK LOGO: NGS   
 AA3147_PROJECTION: FLUSH
 AA3147_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3147+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AA3147_ROD/PIPE-DEPTH: 8.5  meters
 AA3147
 AA3147  HISTORY     - Date     Condition        Report By
 AA3147  HISTORY     - 1994     MONUMENTED       NGS
 AA3147  HISTORY     - 19960204 GOOD             NGS
 AA3147
 AA3147                          STATION DESCRIPTION
 AA3147
 AA3147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3147'IN HOUSTON, AT THE INTERSECCTION OF JOHN F.  KENNEDY BOULEVARD AND
 AA3147'BELTWAY 8, 75.8 M (248.7 FT) NORTH OF THE CENTER OF THE WESTBOUND
 AA3147'LANES OF THE BELTWAY, 29.0 M (95.1 FT) EAST OF THE CENTERLINE OF THE
 AA3147'NORTHBOUND LANES OF THE BOULEVARD, 2.9 M (9.5 FT) EAST OF THE
 AA3147'SOUTHWEST LEG OF THE MOST NORTHERLY OF 2 HIGH LINE TOWERS, 2.6 M (8.5
 AA3147'FT) WEST OF THE SOUTHEAST LEG OF THE TOWER, 0.3 M (1.0 FT) ABOVE THE
 AA3147'LEVEL OF THE BOULEVARD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 AA3147'NOTE-- ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA3147
 AA3147                          STATION RECOVERY (1996)
 AA3147
 AA3147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA3147'IN HUMBLE, AT THE INTERSECTION OF BELTWAY 8 AND JOHN F.  KENNEDY
 AA3147'BOULEVARD, 75.8 M (248.7 FT) NORTH OF THE CENTER OF THE WESTBOUND
 AA3147'LANES OF THE BELTWAY, 29.0 M (95.1 FT) NORTH OF THE CENTERLINE OF THE
 AA3147'NORTHBOUND LANES OF THE BOULEVARD, 2.9 M (9.5 FT) EAST OF THE
 AA3147'SOUTHWEST LEG OF THE MOST NORTHERLY OF 2 HIGH LINE TOWERS, 2.6 M (8.5
 AA3147'FT) WEST OF THE SOUTHEAST LEG OF THE TOWER, 0.3 M (1.0 FT) ABOVE THE
 AA3147'LEVEL OF THE BOULEVARD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 AA3147'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0766 ***********************************************************************
 CE0766  DESIGNATION -  M 1517
 CE0766  PID         -  CE0766
 CE0766  STATE/COUNTY-  TX/EL PASO
 CE0766  USGS QUAD   -  YSLETA (1994)
 CE0766
 CE0766                         *CURRENT SURVEY CONTROL
 CE0766  ___________________________________________________________________
 CE0766* NAD 83(1986)-  31 42 20.     (N)    106 21 40.     (W)     SCALED    
 CE0766* NAVD 88     -      1120.652  (meters)    3676.67   (feet)  ADJUSTED  
 CE0766  ___________________________________________________________________
 CE0766  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CE0766  DYNAMIC HT  -        1118.946 (meters)    3671.08  (feet)  COMP
 CE0766  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 CE0766
 CE0766  VERT ORDER  -  FIRST     CLASS I
 CE0766
 CE0766.The horizontal coordinates were scaled from a topographic map and have
 CE0766.an estimated accuracy of +/- 6 seconds.
 CE0766
 CE0766.The orthometric height was determined by differential leveling
 CE0766.and adjusted by the National Geodetic Survey in November 1996..
 CE0766
 CE0766.The geoid height was determined by GEOID03.
 CE0766
 CE0766.The dynamic height is computed by dividing the NAVD 88
 CE0766.geopotential number by the normal gravity value computed on the
 CE0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0766.degrees latitude (g = 980.6199 gals.).
 CE0766
 CE0766.The modeled gravity was interpolated from observed gravity values.
 CE0766
 CE0766;                    North         East    Units  Estimated Accuracy
 CE0766;SPC TX C     - 3,241,510.      128,910.      MT  (+/- 180 meters Scaled)
 CE0766
 CE0766                          SUPERSEDED SURVEY CONTROL
 CE0766
 CE0766.No superseded survey control is available for this station.
 CE0766
 CE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR710086(NAD 83)
 CE0766_MARKER: I = METAL ROD
 CE0766_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CE0766_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CE0766_STAMPING: M 1517 1993
 CE0766_MARK LOGO: NGS   
 CE0766_PROJECTION: RECESSED 5 CENTIMETERS
 CE0766_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0766+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0766_ROD/PIPE-DEPTH: 20.1 meters
 CE0766_SLEEVE-DEPTH  : 0.9 meters
 CE0766
 CE0766  HISTORY     - Date     Condition        Report By
 CE0766  HISTORY     - 1993     MONUMENTED       NGS
 CE0766
 CE0766                          STATION DESCRIPTION
 CE0766
 CE0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0766'15.5 KM (9.65 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0766'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0766'EL PASO, 35.7 M (117.1 FT) SOUTHWEST OF THE ROAD CENTER, 2.0 M
 CE0766'(6.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.8 M (2.6 FT) NORTHEAST OF
 CE0766'A 4 BY 4-INCH WOODEN POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 CE0766'A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 CE0766'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8440 ***********************************************************************
 AC8440  DESIGNATION -  M 1518
 AC8440  PID         -  AC8440
 AC8440  STATE/COUNTY-  TX/NUECES
 AC8440  USGS QUAD   -  PORT ARANSAS (1975)
 AC8440
 AC8440                         *CURRENT SURVEY CONTROL
 AC8440  ___________________________________________________________________
 AC8440* NAD 83(1986)-  27 47 49.     (N)    097 05 28.     (W)     SCALED    
 AC8440* NAVD 88     -         1.694  (meters)       5.56   (feet)  ADJUSTED  
 AC8440  ___________________________________________________________________
 AC8440  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AC8440  DYNAMIC HT  -           1.691 (meters)       5.55  (feet)  COMP
 AC8440  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 AC8440
 AC8440  VERT ORDER  -  FIRST     CLASS II
 AC8440
 AC8440.The horizontal coordinates were scaled from a topographic map and have
 AC8440.an estimated accuracy of +/- 6 seconds.
 AC8440
 AC8440.The orthometric height was determined by differential leveling
 AC8440.and adjusted by the National Geodetic Survey in December 1997..
 AC8440
 AC8440.The geoid height was determined by GEOID03.
 AC8440
 AC8440.The dynamic height is computed by dividing the NAVD 88
 AC8440.geopotential number by the normal gravity value computed on the
 AC8440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8440.degrees latitude (g = 980.6199 gals.).
 AC8440
 AC8440.The modeled gravity was interpolated from observed gravity values.
 AC8440
 AC8440;                    North         East    Units  Estimated Accuracy
 AC8440;SPC TX S     - 5,236,800.      438,840.      MT  (+/- 180 meters Scaled)
 AC8440
 AC8440                          SUPERSEDED SURVEY CONTROL
 AC8440
 AC8440.No superseded survey control is available for this station.
 AC8440
 AC8440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR880761(NAD 83)
 AC8440_MARKER: I = METAL ROD
 AC8440_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8440_STAMPING: M 1518 1996
 AC8440_MARK LOGO: NGS   
 AC8440_PROJECTION: FLUSH
 AC8440_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8440+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8440_ROD/PIPE-DEPTH: 21.6 meters
 AC8440_SLEEVE-DEPTH  : 0.9 meters
 AC8440
 AC8440  HISTORY     - Date     Condition        Report By
 AC8440  HISTORY     - 1996     MONUMENTED       NGS
 AC8440  HISTORY     - 20050820 GOOD             USPSQD
 AC8440
 AC8440                          STATION DESCRIPTION
 AC8440
 AC8440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8440'4.4 KM (2.75 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8440'FROM THE POST OFFICE IN PORT ARANSAS, 17.4 M (57.1 FT) WEST OF THE
 AC8440'HIGHWAY CENTER, 8.0 M (26.2 FT) SOUTH OF A ROAD CENTER, 5.8 M (19.0
 AC8440'FT) NORTH OF A UTILITY POLE, 0.5 M (1.6 FT) EAST OF A WITNESS POST,
 AC8440'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE
 AC8440'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AC8440'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC8440
 AC8440                          STATION RECOVERY (2005)
 AC8440
 AC8440'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8402 ***********************************************************************
 AC8402  DESIGNATION -  M 1519
 AC8402  PID         -  AC8402
 AC8402  STATE/COUNTY-  TX/SAN PATRICIO
 AC8402  USGS QUAD   -  ARANSAS PASS (1975)
 AC8402
 AC8402                         *CURRENT SURVEY CONTROL
 AC8402  ___________________________________________________________________
 AC8402* NAD 83(1986)-  27 52 53.     (N)    097 09 52.     (W)     SCALED    
 AC8402* NAVD 88     -         2.413  (meters)       7.92   (feet)  ADJUSTED  
 AC8402  ___________________________________________________________________
 AC8402  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AC8402  DYNAMIC HT  -           2.410 (meters)       7.91  (feet)  COMP
 AC8402  MODELED GRAV-     979,142.2   (mgal)                       NAVD 88
 AC8402
 AC8402  VERT ORDER  -  FIRST     CLASS II
 AC8402
 AC8402.The horizontal coordinates were scaled from a topographic map and have
 AC8402.an estimated accuracy of +/- 6 seconds.
 AC8402
 AC8402.The orthometric height was determined by differential leveling
 AC8402.and adjusted by the National Geodetic Survey in December 1997..
 AC8402
 AC8402.The geoid height was determined by GEOID03.
 AC8402
 AC8402.The dynamic height is computed by dividing the NAVD 88
 AC8402.geopotential number by the normal gravity value computed on the
 AC8402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8402.degrees latitude (g = 980.6199 gals.).
 AC8402
 AC8402.The modeled gravity was interpolated from observed gravity values.
 AC8402
 AC8402;                    North         East    Units  Estimated Accuracy
 AC8402;SPC TX S     - 5,246,080.      431,510.      MT  (+/- 180 meters Scaled)
 AC8402
 AC8402                          SUPERSEDED SURVEY CONTROL
 AC8402
 AC8402.No superseded survey control is available for this station.
 AC8402
 AC8402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR806854(NAD 83)
 AC8402_MARKER: I = METAL ROD
 AC8402_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8402_STAMPING: M 1519 1997
 AC8402_MARK LOGO: NGS   
 AC8402_PROJECTION: FLUSH
 AC8402_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8402+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8402_ROD/PIPE-DEPTH: 12.3 meters
 AC8402_SLEEVE-DEPTH  : 0.9 meters
 AC8402
 AC8402  HISTORY     - Date     Condition        Report By
 AC8402  HISTORY     - 1997     MONUMENTED       NGS
 AC8402
 AC8402                          STATION DESCRIPTION
 AC8402
 AC8402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8402'2.6 KM (1.60 MI) SOUTHERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AC8402'OFFICE IN ARANSAS PASS, 23.1 M (75.8 FT) SOUTHEAST OF THE ROAD
 AC8402'CENTERLINE, 14.0 M (45.9 FT) WEST OF A FIRE HYDRANT, 0.4 M (1.3 FT)
 AC8402'SOUTHEAST OF A SIGN (ARANSAS PASS WELCOME ABOARD) , AND 0.4 M (1.3 FT)
 AC8402'ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AC8402'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC8402'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0096 ***********************************************************************
 CS0096  DESIGNATION -  M 152
 CS0096  PID         -  CS0096
 CS0096  STATE/COUNTY-  TX/KAUFMAN
 CS0096  USGS QUAD   -  KAUFMAN (1963)
 CS0096
 CS0096                         *CURRENT SURVEY CONTROL
 CS0096  ___________________________________________________________________
 CS0096* NAD 83(1993)-  32 32 03.65652(N)    096 19 10.55266(W)     ADJUSTED  
 CS0096* NAVD 88     -       127.177  (meters)     417.25   (feet)  ADJUSTED  
 CS0096  ___________________________________________________________________
 CS0096  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CS0096  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0096  DYNAMIC HT  -         127.034 (meters)     416.78  (feet)  COMP
 CS0096  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 CS0096
 CS0096  HORZ ORDER  -  SECOND
 CS0096  VERT ORDER  -  SECOND    CLASS 0
 CS0096
 CS0096.The horizontal coordinates were established by classical geodetic methods
 CS0096.and adjusted by the National Geodetic Survey in February 1996..
 CS0096
 CS0096.The orthometric height was determined by differential leveling
 CS0096.and adjusted by the National Geodetic Survey in June 1991..
 CS0096.WARNING-Repeat measurements at this control monument indicate possible
 CS0096.vertical movement.
 CS0096
 CS0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0096
 CS0096.The geoid height was determined by GEOID03.
 CS0096
 CS0096.The dynamic height is computed by dividing the NAVD 88
 CS0096.geopotential number by the normal gravity value computed on the
 CS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0096.degrees latitude (g = 980.6199 gals.).
 CS0096
 CS0096.The modeled gravity was interpolated from observed gravity values.
 CS0096
 CS0096;                    North         East     Units Scale Factor Converg.
 CS0096;SPC TXNC     - 2,098,343.224   804,796.693   MT  0.99991310   +1 11 21.0
 CS0096;SPC TXNC     - 6,884,314.39  2,640,403.82   sFT  0.99991310   +1 11 21.0
 CS0096;UTM  14      - 3,602,834.973   751,737.990   MT  1.00038152   +1 26 32.3
 CS0096
 CS0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0096!SPC TXNC     -   0.99998401  x   0.99991310  =   0.99989711
 CS0096!UTM  14      -   0.99998401  x   1.00038152  =   1.00036552
 CS0096
 CS0096                          SUPERSEDED SURVEY CONTROL
 CS0096
 CS0096  NAD 83(1986)-  32 32 03.66398(N)    096 19 10.53659(W) AD(       ) 2
 CS0096  NAD 27      -  32 32 03.17100(N)    096 19 09.60800(W) AD(       ) 2
 CS0096  NGVD 29 (??/??/92)  127.190  (m)          417.29   (f) ADJ UNCH    2 0
 CS0096
 CS0096.Superseded values are not recommended for survey control.
 CS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0096.See file dsdata.txt to determine how the superseded data were derived.
 CS0096
 CS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5173802835(NAD 83)
 CS0096_MARKER: DB = BENCH MARK DISK
 CS0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0096_STAMPING: M 152 1933 417.168
 CS0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0096+STABILITY: SURFACE MOTION
 CS0096
 CS0096  HISTORY     - Date     Condition        Report By
 CS0096  HISTORY     - 1947     MONUMENTED       CGS
 CS0096  HISTORY     - 1947     GOOD             NGS
 CS0096
 CS0096                          STATION DESCRIPTION
 CS0096
 CS0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0096'SEE STATION CREEKS
 CS0096
 CS0096                          STATION RECOVERY (1947)
 CS0096
 CS0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0096'4.1 MI S FROM KAUFMAN.
 CS0096'TO REACH FROM THE COURTHOUSE AT KAUFMAN GO SOUTHERLY 1.6 MILES ALONG
 CS0096'STATE HIGHWAY NO. 34, THENCE SOUTHERLY 2.5 MILES ALONG A GRAVELED ROAD
 CS0096'TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED
 CS0096'ROAD AND AN ABANDONED RAILROAD GRADE, 81.6 FEET WEST OF THE CENTER
 CS0096'LINE OF THE ROAD, 66.0 FEET NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE
 CS0096'LINE, 5.0 FEET WEST OF A TELEPHONE POLE AND 1.0 FOOT WEST OF A 4 X 4
 CS0096'IN. MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS0096'WHICH PROJECTS ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8504 ***********************************************************************
 AC8504  DESIGNATION -  M 1520
 AC8504  PID         -  AC8504
 AC8504  STATE/COUNTY-  TX/NUECES
 AC8504  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8504
 AC8504                         *CURRENT SURVEY CONTROL
 AC8504  ___________________________________________________________________
 AC8504* NAD 83(1986)-  27 45 47.     (N)    097 25 12.     (W)     SCALED    
 AC8504* NAVD 88     -        12.352  (meters)      40.52   (feet)  ADJUSTED  
 AC8504  ___________________________________________________________________
 AC8504  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AC8504  DYNAMIC HT  -          12.333 (meters)      40.46  (feet)  COMP
 AC8504  MODELED GRAV-     979,126.7   (mgal)                       NAVD 88
 AC8504
 AC8504  VERT ORDER  -  FIRST     CLASS II
 AC8504
 AC8504.The horizontal coordinates were scaled from a topographic map and have
 AC8504.an estimated accuracy of +/- 6 seconds.
 AC8504
 AC8504.The orthometric height was determined by differential leveling
 AC8504.and adjusted by the National Geodetic Survey in December 1997..
 AC8504
 AC8504.The geoid height was determined by GEOID03.
 AC8504
 AC8504.The dynamic height is computed by dividing the NAVD 88
 AC8504.geopotential number by the normal gravity value computed on the
 AC8504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8504.degrees latitude (g = 980.6199 gals.).
 AC8504
 AC8504.The modeled gravity was interpolated from observed gravity values.
 AC8504
 AC8504;                    North         East    Units  Estimated Accuracy
 AC8504;SPC TX S     - 5,232,730.      406,460.      MT  (+/- 180 meters Scaled)
 AC8504
 AC8504                          SUPERSEDED SURVEY CONTROL
 AC8504
 AC8504.No superseded survey control is available for this station.
 AC8504
 AC8504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR556719(NAD 83)
 AC8504_MARKER: DV = VERTICAL CONTROL DISK
 AC8504_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8504_SP_SET: PIER
 AC8504_STAMPING: M 1520 1997
 AC8504_MARK LOGO: NGS   
 AC8504_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8504+STABILITY: POSITION/ELEVATION WELL
 AC8504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8504+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8504
 AC8504  HISTORY     - Date     Condition        Report By
 AC8504  HISTORY     - 1997     MONUMENTED       NGS
 AC8504
 AC8504                          STATION DESCRIPTION
 AC8504
 AC8504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8504'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 286 AND POST
 AC8504'AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY OF 6
 AC8504'CONCRETE COLUMNS OF THE 1ST PIER SOUTHWEST OF THE NORTHEAST ABUTMENT
 AC8504'OF THE NORTHBOUND HIGHWAY OVERPASS OF THE AVENUE, 8.8 M (28.9 FT) EAST
 AC8504'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, 6.8 M (22.3
 AC8504'FT) SOUTHEAST OF THE HIGHWAY CENTER, AND 1.3 M (4.3 FT) ABOVE THE
 AC8504'LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0164 ***********************************************************************
 DN0164  DESIGNATION -  M 153
 DN0164  PID         -  DN0164
 DN0164  STATE/COUNTY-  TX/HUNT
 DN0164  USGS QUAD   -  GREENVILLE SE (1962)
 DN0164
 DN0164                         *CURRENT SURVEY CONTROL
 DN0164  ___________________________________________________________________
 DN0164* NAD 83(1986)-  33 04 44.     (N)    096 06 30.     (W)     SCALED    
 DN0164* NAVD 88     -       168.770  (meters)     553.71   (feet)  ADJUSTED  
 DN0164  ___________________________________________________________________
 DN0164  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN0164  DYNAMIC HT  -         168.586 (meters)     553.10  (feet)  COMP
 DN0164  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 DN0164
 DN0164  VERT ORDER  -  SECOND    CLASS 0
 DN0164
 DN0164.The horizontal coordinates were scaled from a topographic map and have
 DN0164.an estimated accuracy of +/- 6 seconds.
 DN0164
 DN0164.The orthometric height was determined by differential leveling
 DN0164.and adjusted by the National Geodetic Survey in June 1991..
 DN0164
 DN0164.The geoid height was determined by GEOID03.
 DN0164
 DN0164.The dynamic height is computed by dividing the NAVD 88
 DN0164.geopotential number by the normal gravity value computed on the
 DN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0164.degrees latitude (g = 980.6199 gals.).
 DN0164
 DN0164.The modeled gravity was interpolated from observed gravity values.
 DN0164
 DN0164;                    North         East    Units  Estimated Accuracy
 DN0164;SPC TXNC     - 2,159,140.      823,260.      MT  (+/- 180 meters Scaled)
 DN0164
 DN0164                          SUPERSEDED SURVEY CONTROL
 DN0164
 DN0164  NGVD 29 (??/??/92)  168.756  (m)          553.66   (f) ADJ UNCH    2 0
 DN0164
 DN0164.Superseded values are not recommended for survey control.
 DN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0164.See file dsdata.txt to determine how the superseded data were derived.
 DN0164
 DN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB699637(NAD 83)
 DN0164_MARKER: DB = BENCH MARK DISK
 DN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0164_STAMPING: M 153 1933
 DN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0164+STABILITY: SURFACE MOTION
 DN0164
 DN0164  HISTORY     - Date     Condition        Report By
 DN0164  HISTORY     - 1933     MONUMENTED       CGS
 DN0164  HISTORY     - 1959     GOOD             NGS
 DN0164  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0164
 DN0164                          STATION DESCRIPTION
 DN0164
 DN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0164'5.0 MI S FROM GREENVILLE.
 DN0164'5.0 MILES SOUTH OF, ALONG S.P. RY. CONCRETE POST, 1.6 MILES NORTH OF
 DN0164'HARLOW SIDING, 200 FEET NORTH OF MILEPOST 68, NEAR SOUTH END OF FILL,
 DN0164'0.1 MILE NORTHEAST OF FARMHOUSE WHICH STANDS ON TOP OF RIDGE, 50 FEET
 DN0164'WEST OF RAILROAD CENTER-LINE AND LANE CROSSING, SOUTH SIDE OF LANE, 2
 DN0164'FEET EAST OF NORTHWEST RIGHT OF WAY FENCE CORNER.  TABLET ON TOP OF
 DN0164'CONCRETE POST.
 DN0164
 DN0164                          STATION RECOVERY (1959)
 DN0164
 DN0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DN0164'RECOVERED IN GOOD CONDITION.
 DN0164
 DN0164                          STATION RECOVERY (1994)
 DN0164
 DN0164'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0564 ***********************************************************************
 DM0564  DESIGNATION -  M 154
 DM0564  PID         -  DM0564
 DM0564  STATE/COUNTY-  TX/LAMAR
 DM0564  USGS QUAD   -  BIARDSTOWN (1984)
 DM0564
 DM0564                         *CURRENT SURVEY CONTROL
 DM0564  ___________________________________________________________________
 DM0564* NAD 83(1986)-  33 35 35.     (N)    095 35 40.     (W)     SCALED    
 DM0564* NAVD 88     -       146.593  (meters)     480.95   (feet)  ADJUSTED  
 DM0564  ___________________________________________________________________
 DM0564  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0564  DYNAMIC HT  -         146.439 (meters)     480.44  (feet)  COMP
 DM0564  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 DM0564
 DM0564  VERT ORDER  -  SECOND    CLASS 0
 DM0564
 DM0564.The horizontal coordinates were scaled from a topographic map and have
 DM0564.an estimated accuracy of +/- 6 seconds.
 DM0564
 DM0564.The orthometric height was determined by differential leveling
 DM0564.and adjusted by the National Geodetic Survey in June 1991..
 DM0564
 DM0564.The geoid height was determined by GEOID03.
 DM0564
 DM0564.The dynamic height is computed by dividing the NAVD 88
 DM0564.geopotential number by the normal gravity value computed on the
 DM0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0564.degrees latitude (g = 980.6199 gals.).
 DM0564
 DM0564.The modeled gravity was interpolated from observed gravity values.
 DM0564
 DM0564;                    North         East    Units  Estimated Accuracy
 DM0564;SPC TXNC     - 2,217,350.      869,650.      MT  (+/- 180 meters Scaled)
 DM0564
 DM0564                          SUPERSEDED SURVEY CONTROL
 DM0564
 DM0564  NGVD 29 (??/??/92)  146.576  (m)          480.89   (f) ADJ UNCH    2 0
 DM0564
 DM0564.Superseded values are not recommended for survey control.
 DM0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0564.See file dsdata.txt to determine how the superseded data were derived.
 DM0564
 DM0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT592200(NAD 83)
 DM0564_MARKER: DB = BENCH MARK DISK
 DM0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0564_STAMPING: M 154 1933
 DM0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0564+STABILITY: SURFACE MOTION
 DM0564
 DM0564  HISTORY     - Date     Condition        Report By
 DM0564  HISTORY     - 1933     MONUMENTED       CGS
 DM0564  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0564  HISTORY     - 1977     MARK NOT FOUND   USGS
 DM0564  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM0564
 DM0564                          STATION DESCRIPTION
 DM0564
 DM0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0564'5.2 MI S FROM PARIS.
 DM0564'5.2 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RR.  ABOUT 2 MILES
 DM0564'NORTH OF ATLAS.  5 TELEGRAPH POSTS NORTH OF MILEPOST 119.  IN A
 DM0564'RAILROAD CUT 12 FEET NORTH OF A RURAL DIRT ROAD CROSSING TRACK.  21
 DM0564'FEET EAST OF TRACK CENTER LINE, IN RR RIGHT-OF-WAY.  TABLET SET IN TOP
 DM0564'OF CONCRETE POST.
 DM0564
 DM0564                          STATION RECOVERY (1935)
 DM0564
 DM0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0564'MARK NOT FOUND.
 DM0564
 DM0564                          STATION RECOVERY (1977)
 DM0564
 DM0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DM0564'A SEARCH WAS MADE OF THE GENERAL AREA, BUT THE BENCH MARK WAS NOT
 DM0564'RECOVERED. THE RAILROAD HAS BEEN DISMANTLED AND NEARLY ALL THE
 DM0564'DESCRIBED LAND MARK REMOVED. IT WAS NOT RECOVERED IN 1935.
 DM0564
 DM0564                          STATION RECOVERY (1995)
 DM0564
 DM0564'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0408 ***********************************************************************
 DM0408  DESIGNATION -  M 155
 DM0408  PID         -  DM0408
 DM0408  STATE/COUNTY-  TX/RED RIVER
 DM0408  USGS QUAD   -  CUNNINGHAM (1963)
 DM0408
 DM0408                         *CURRENT SURVEY CONTROL
 DM0408  ___________________________________________________________________
 DM0408* NAD 83(1986)-  33 29 41.     (N)    095 16 03.     (W)     SCALED    
 DM0408* NAVD 88     -       125.798  (meters)     412.72   (feet)  ADJUSTED  
 DM0408  ___________________________________________________________________
 DM0408  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DM0408  DYNAMIC HT  -         125.666 (meters)     412.29  (feet)  COMP
 DM0408  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 DM0408
 DM0408  VERT ORDER  -  SECOND    CLASS 0
 DM0408
 DM0408.The horizontal coordinates were scaled from a topographic map and have
 DM0408.an estimated accuracy of +/- 6 seconds.
 DM0408
 DM0408.The orthometric height was determined by differential leveling
 DM0408.and adjusted by the National Geodetic Survey in June 1991..
 DM0408
 DM0408.The geoid height was determined by GEOID03.
 DM0408
 DM0408.The dynamic height is computed by dividing the NAVD 88
 DM0408.geopotential number by the normal gravity value computed on the
 DM0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0408.degrees latitude (g = 980.6199 gals.).
 DM0408
 DM0408.The modeled gravity was interpolated from observed gravity values.
 DM0408
 DM0408;                    North         East    Units  Estimated Accuracy
 DM0408;SPC TXNC     - 2,207,340.      900,310.      MT  (+/- 180 meters Scaled)
 DM0408
 DM0408                          SUPERSEDED SURVEY CONTROL
 DM0408
 DM0408  NGVD 29 (??/??/92)  125.796  (m)          412.72   (f) ADJ UNCH    2 0
 DM0408
 DM0408.Superseded values are not recommended for survey control.
 DM0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0408.See file dsdata.txt to determine how the superseded data were derived.
 DM0408
 DM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT893084(NAD 83)
 DM0408_MARKER: DB = BENCH MARK DISK
 DM0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0408_STAMPING: M 155 1933
 DM0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0408+STABILITY: SURFACE MOTION
 DM0408
 DM0408  HISTORY     - Date     Condition        Report By
 DM0408  HISTORY     - 1933     MONUMENTED       CGS
 DM0408  HISTORY     - 1935     GOOD             NGS
 DM0408
 DM0408                          STATION DESCRIPTION
 DM0408
 DM0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0408'IN RUGBY.
 DM0408'AT PUBLIC SCHOOL GROUNDS.  43 FEET NORTH OF STATE HIGHWAY NO. 49. 100
 DM0408'FEET SOUTHEAST OF BUILDING.  OPPOSITE TELEPHONE POLE, TABLET SET IN
 DM0408'TOP OF CONCRETE POST.
 DM0408
 DM0408                          STATION RECOVERY (1935)
 DM0408
 DM0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0409 ***********************************************************************
 DM0409  DESIGNATION -  M 155 RESET 1955
 DM0409  PID         -  DM0409
 DM0409  STATE/COUNTY-  TX/RED RIVER
 DM0409  USGS QUAD   -  CUNNINGHAM (1963)
 DM0409
 DM0409                         *CURRENT SURVEY CONTROL
 DM0409  ___________________________________________________________________
 DM0409* NAD 83(1986)-  33 29 41.     (N)    095 16 03.     (W)     SCALED    
 DM0409* NAVD 88     -       125.63   (meters)     412.2    (feet)  RESET     
 DM0409  ___________________________________________________________________
 DM0409  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DM0409
 DM0409  VERT ORDER  -  THIRD
 DM0409
 DM0409.The horizontal coordinates were scaled from a topographic map and have
 DM0409.an estimated accuracy of +/- 6 seconds.
 DM0409
 DM0409.The orthometric height was computed from unverified reset data.
 DM0409
 DM0409.The geoid height was determined by GEOID03.
 DM0409
 DM0409;                    North         East    Units  Estimated Accuracy
 DM0409;SPC TXNC     - 2,207,340.      900,310.      MT  (+/- 180 meters Scaled)
 DM0409
 DM0409                          SUPERSEDED SURVEY CONTROL
 DM0409
 DM0409.No superseded survey control is available for this station.
 DM0409
 DM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT893084(NAD 83)
 DM0409_MARKER: DD = SURVEY DISK
 DM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0409_STAMPING: M 155 RESET 1955
 DM0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0409+STABILITY: SURFACE MOTION
 DM0409
 DM0409  HISTORY     - Date     Condition        Report By
 DM0409  HISTORY     - 1955     MONUMENTED       TXHD
 DM0409  HISTORY     - 1956     GOOD             NGS
 DM0409
 DM0409                          STATION DESCRIPTION
 DM0409
 DM0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DM0409'IN RUGBY.
 DM0409'AT RUGBY, RED RIVER COUNTY, AT THE OLD PUBLIC SCHOOL GROUNDS, 75 FEET
 DM0409'SOUTHWEST OF THE BUILDING, 55 FEET SOUTHEAST OF A CONCRETE-PIPE
 DM0409'CULVERT TO THE OLD SCHOOLHOUSE, AND 42 FEET LEFT (WEST) OF THE
 DM0409'CENTERLINE OF FARM-TO-MARKET HIGHWAY 410, AT SURVEY STATION 16+64.  A
 DM0409'STANDARD DISK, STAMPED M 155 RESET 1955 AND SET IN THE TOP OF A
 DM0409'CONCRETE POST.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS
 DM0409'ELEVATION DETERMINED BY ENGINEERS OF THE TEXAS HIGHWAY DEPARTMENT IN
 DM0409'DECEMBER 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0321 ***********************************************************************
 DM0321  DESIGNATION -  M 157
 DM0321  PID         -  DM0321
 DM0321  STATE/COUNTY-  TX/BOWIE
 DM0321  USGS QUAD   -  CORLEY (1970)
 DM0321
 DM0321                         *CURRENT SURVEY CONTROL
 DM0321  ___________________________________________________________________
 DM0321* NAD 83(1986)-  33 19 01.     (N)    094 29 40.     (W)     SCALED    
 DM0321* NAVD 88     -        83.063  (meters)     272.52   (feet)  ADJUSTED  
 DM0321  ___________________________________________________________________
 DM0321  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0321  DYNAMIC HT  -          82.973 (meters)     272.22  (feet)  COMP
 DM0321  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 DM0321
 DM0321  VERT ORDER  -  SECOND    CLASS 0
 DM0321
 DM0321.The horizontal coordinates were scaled from a topographic map and have
 DM0321.an estimated accuracy of +/- 6 seconds.
 DM0321
 DM0321.The orthometric height was determined by differential leveling
 DM0321.and adjusted by the National Geodetic Survey in June 1991..
 DM0321
 DM0321.The geoid height was determined by GEOID03.
 DM0321
 DM0321.The dynamic height is computed by dividing the NAVD 88
 DM0321.geopotential number by the normal gravity value computed on the
 DM0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0321.degrees latitude (g = 980.6199 gals.).
 DM0321
 DM0321.The modeled gravity was interpolated from observed gravity values.
 DM0321
 DM0321;                    North         East    Units  Estimated Accuracy
 DM0321;SPC TXNC     - 2,190,110.      972,850.      MT  (+/- 180 meters Scaled)
 DM0321
 DM0321                          SUPERSEDED SURVEY CONTROL
 DM0321
 DM0321  NGVD 29 (??/??/92)   83.076  (m)          272.56   (f) ADJ UNCH    2 0
 DM0321
 DM0321.Superseded values are not recommended for survey control.
 DM0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0321.See file dsdata.txt to determine how the superseded data were derived.
 DM0321
 DM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS608874(NAD 83)
 DM0321_MARKER: DB = BENCH MARK DISK
 DM0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0321_STAMPING: M 157 1934
 DM0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0321+STABILITY: SURFACE MOTION
 DM0321
 DM0321  HISTORY     - Date     Condition        Report By
 DM0321  HISTORY     - 1934     MONUMENTED       CGS
 DM0321  HISTORY     - 1964     GOOD             NGS
 DM0321
 DM0321                          STATION DESCRIPTION
 DM0321
 DM0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0321'9.2 MI W FROM MAUD.
 DM0321'9.2 MILES WEST OF, ALONG ST.L.-S.W.RY.  AT SIMMS RR SIDING.  BETWEEN
 DM0321'15TH AND 16TH TELEGRAPH POST WEST OF MILEPOST 446.  IN LINE WITH
 DM0321'TELEPHONE POSTS.  2ND POST WEST OF SIMMS DIRT ROAD CROSSING TRACK, 5
 DM0321'FEET WEST OF.  ABOUT 40 FEET SOUTH OF TRACK C.L.  TABLET SET IN TOP OF
 DM0321'PRECAST CONCRETE POST.
 DM0321
 DM0321                          STATION RECOVERY (1964)
 DM0321
 DM0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0221 ***********************************************************************
 DM0221  DESIGNATION -  M 158
 DM0221  PID         -  DM0221
 DM0221  STATE/COUNTY-  TX/CASS
 DM0221  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM0221
 DM0221                         *CURRENT SURVEY CONTROL
 DM0221  ___________________________________________________________________
 DM0221* NAD 83(1986)-  33 06 50.     (N)    094 09 58.     (W)     SCALED    
 DM0221* NAVD 88     -        80.734  (meters)     264.87   (feet)  ADJUSTED  
 DM0221  ___________________________________________________________________
 DM0221  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DM0221  DYNAMIC HT  -          80.645 (meters)     264.58  (feet)  COMP
 DM0221  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 DM0221
 DM0221  VERT ORDER  -  SECOND    CLASS 0
 DM0221
 DM0221.The horizontal coordinates were scaled from a topographic map and have
 DM0221.an estimated accuracy of +/- 6 seconds.
 DM0221
 DM0221.The orthometric height was determined by differential leveling
 DM0221.and adjusted by the National Geodetic Survey in June 1991..
 DM0221
 DM0221.The geoid height was determined by GEOID03.
 DM0221
 DM0221.The dynamic height is computed by dividing the NAVD 88
 DM0221.geopotential number by the normal gravity value computed on the
 DM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0221.degrees latitude (g = 980.6199 gals.).
 DM0221
 DM0221.The modeled gravity was interpolated from observed gravity values.
 DM0221
 DM0221;                    North         East    Units  Estimated Accuracy
 DM0221;SPC TXNC     - 2,168,820.    1,004,330.      MT  (+/- 180 meters Scaled)
 DM0221
 DM0221                          SUPERSEDED SURVEY CONTROL
 DM0221
 DM0221  NGVD 29 (??/??/92)   80.763  (m)          264.97   (f) ADJ UNCH    2 0
 DM0221
 DM0221.Superseded values are not recommended for survey control.
 DM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0221.See file dsdata.txt to determine how the superseded data were derived.
 DM0221
 DM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS912645(NAD 83)
 DM0221_MARKER: DB = BENCH MARK DISK
 DM0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0221_SP_SET: BUILDING
 DM0221_STAMPING: 264.970 M 158 1934
 DM0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0221
 DM0221  HISTORY     - Date     Condition        Report By
 DM0221  HISTORY     - 1934     MONUMENTED       CGS
 DM0221
 DM0221                          STATION DESCRIPTION
 DM0221
 DM0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0221'IN ATLANTA.
 DM0221'AT ATLANTA, CASS COUNTY, AT THE SOUTHWEST CORNER OF HIRAM AND WEST
 DM0221'GRAND STREETS, AT THE POST OFFICE, EAST OF THE MAIN ENTRANCE, IN THE
 DM0221'NORTH WALL OF THE BUILDING, AND ABOUT 4 FEET ABOVE GROUND.  A STANDARD
 DM0221'DISK, STAMPED 264.970 M 158 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0066 ***********************************************************************
 CR0066  DESIGNATION -  M 159
 CR0066  PID         -  CR0066
 CR0066  STATE/COUNTY-  TX/HARRISON
 CR0066  USGS QUAD   -  MARSHALL EAST (1978)
 CR0066
 CR0066                         *CURRENT SURVEY CONTROL
 CR0066  ___________________________________________________________________
 CR0066* NAD 83(1986)-  32 35 17.     (N)    094 21 43.     (W)     SCALED    
 CR0066* NAVD 88     -        84.274  (meters)     276.49   (feet)  ADJUSTED  
 CR0066  ___________________________________________________________________
 CR0066  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR0066  DYNAMIC HT  -          84.178 (meters)     276.17  (feet)  COMP
 CR0066  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 CR0066
 CR0066  VERT ORDER  -  SECOND    CLASS 0
 CR0066
 CR0066.The horizontal coordinates were scaled from a topographic map and have
 CR0066.an estimated accuracy of +/- 6 seconds.
 CR0066
 CR0066.The orthometric height was determined by differential leveling
 CR0066.and adjusted by the National Geodetic Survey in June 1991..
 CR0066
 CR0066.The geoid height was determined by GEOID03.
 CR0066
 CR0066.The dynamic height is computed by dividing the NAVD 88
 CR0066.geopotential number by the normal gravity value computed on the
 CR0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0066.degrees latitude (g = 980.6199 gals.).
 CR0066
 CR0066.The modeled gravity was interpolated from observed gravity values.
 CR0066
 CR0066;                    North         East    Units  Estimated Accuracy
 CR0066;SPC TXNC     - 2,109,820.      988,360.      MT  (+/- 180 meters Scaled)
 CR0066
 CR0066                          SUPERSEDED SURVEY CONTROL
 CR0066
 CR0066  NGVD 29 (??/??/92)   84.316  (m)          276.63   (f) ADJ UNCH    2 0
 CR0066
 CR0066.Superseded values are not recommended for survey control.
 CR0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0066.See file dsdata.txt to determine how the superseded data were derived.
 CR0066
 CR0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS721064(NAD 83)
 CR0066_MARKER: DB = BENCH MARK DISK
 CR0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0066_SP_SET: CULVERT
 CR0066_STAMPING: M 159 1934
 CR0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0066
 CR0066  HISTORY     - Date     Condition        Report By
 CR0066  HISTORY     - 1934     MONUMENTED       CGS
 CR0066  HISTORY     - 1935     GOOD             NGS
 CR0066  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CR0066  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR0066  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0066
 CR0066                          STATION DESCRIPTION
 CR0066
 CR0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0066'2.7 MI N FROM MARSHALL.
 CR0066'2.7 MILES NORTH OF, ALONG T. AND P. RY.  MILEPOST 64, 60 FT. NORTH OF,
 CR0066'2.1 MILES SOUTH OF ANDREWS SIDING, 15 FT. EAST OF RAILROAD CENTERLINE.
 CR0066'TABLET CEMENTED ON TOP OF EAST END OF CONCRETE PIPE RAILROAD CULVERT.
 CR0066
 CR0066                          STATION RECOVERY (1935)
 CR0066
 CR0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0066'RECOVERED IN GOOD CONDITION.
 CR0066
 CR0066                          STATION RECOVERY (1988)
 CR0066
 CR0066'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 CR0066'MARK NOT FOUND.
 CR0066
 CR0066                          STATION RECOVERY (1998)
 CR0066
 CR0066'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0066'MARK NOT FOUND.
 CR0066
 CR0066                          STATION RECOVERY (2003)
 CR0066
 CR0066'RECOVERY NOTE BY US POWER SQUADRON 2003 (WDW)
 CR0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0171 ***********************************************************************
 CR0171  DESIGNATION -  M 160
 CR0171  PID         -  CR0171
 CR0171  STATE/COUNTY-  TX/GREGG
 CR0171  USGS QUAD   -  KILGORE NE (1971)
 CR0171
 CR0171                         *CURRENT SURVEY CONTROL
 CR0171  ___________________________________________________________________
 CR0171* NAD 83(1986)-  32 25 59.     (N)    094 49 31.     (W)     SCALED    
 CR0171* NAVD 88     -        82.769  (meters)     271.55   (feet)  ADJUSTED  
 CR0171  ___________________________________________________________________
 CR0171  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR0171  DYNAMIC HT  -          82.674 (meters)     271.24  (feet)  COMP
 CR0171  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CR0171
 CR0171  VERT ORDER  -  SECOND    CLASS 0
 CR0171
 CR0171.The horizontal coordinates were scaled from a topographic map and have
 CR0171.an estimated accuracy of +/- 6 seconds.
 CR0171
 CR0171.The orthometric height was determined by differential leveling
 CR0171.and adjusted by the National Geodetic Survey in June 1991..
 CR0171
 CR0171.The geoid height was determined by GEOID03.
 CR0171
 CR0171.The dynamic height is computed by dividing the NAVD 88
 CR0171.geopotential number by the normal gravity value computed on the
 CR0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0171.degrees latitude (g = 980.6199 gals.).
 CR0171
 CR0171.The modeled gravity was interpolated from observed gravity values.
 CR0171
 CR0171;                    North         East    Units  Estimated Accuracy
 CR0171;SPC TXNC     - 2,091,030.      945,500.      MT  (+/- 180 meters Scaled)
 CR0171
 CR0171                          SUPERSEDED SURVEY CONTROL
 CR0171
 CR0171  NGVD 29 (??/??/92)   82.797  (m)          271.64   (f) ADJ UNCH    2 0
 CR0171
 CR0171.Superseded values are not recommended for survey control.
 CR0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0171.See file dsdata.txt to determine how the superseded data were derived.
 CR0171
 CR0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR283899(NAD 83)
 CR0171_MARKER: DB = BENCH MARK DISK
 CR0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0171_SP_SET: CULVERT
 CR0171_STAMPING: M 160 1934
 CR0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0171
 CR0171  HISTORY     - Date     Condition        Report By
 CR0171  HISTORY     - 1934     MONUMENTED       CGS
 CR0171  HISTORY     - 1971     MARK NOT FOUND   USGS
 CR0171
 CR0171                          STATION DESCRIPTION
 CR0171
 CR0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0171'4.8 MI NE FROM KILGORE.
 CR0171'4.8 MILES NORTHEAST OF.  ALONG INTERNATIONAL GREAT NORTHERN R.R.
 CR0171'KINSLOE SWITCH, 12 YARDS SOUTH OF MILEPOST 74.  ABOUT 0.3 MILES NORTH
 CR0171'OF NEW COUNTY ROAD CROSSING TRACK.  3 TELEGRAPH POSTS SOUTH OF RABBIT
 CR0171'CREEK ROAD CROSSING TRACK.  AT NORTHWEST END OF RAILROAD CULVERT, 12
 CR0171'FEET FROM TRACK C.L.  TABLET SET IN TOP OF MASONRY HEADWALL.
 CR0171
 CR0171                          STATION RECOVERY (1971)
 CR0171
 CR0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CR0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0462 ***********************************************************************
 CR0462  DESIGNATION -  M 161
 CR0462  PID         -  CR0462
 CR0462  STATE/COUNTY-  TX/CHEROKEE
 CR0462  USGS QUAD   -  TECULA (1973)
 CR0462
 CR0462                         *CURRENT SURVEY CONTROL
 CR0462  ___________________________________________________________________
 CR0462* NAD 83(1986)-  32 02 05.     (N)    095 09 32.     (W)     SCALED    
 CR0462* NAVD 88     -        92.940  (meters)     304.92   (feet)  ADJUSTED  
 CR0462  ___________________________________________________________________
 CR0462  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR0462  DYNAMIC HT  -          92.830 (meters)     304.56  (feet)  COMP
 CR0462  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 CR0462
 CR0462  VERT ORDER  -  SECOND    CLASS 0
 CR0462
 CR0462.The horizontal coordinates were scaled from a topographic map and have
 CR0462.an estimated accuracy of +/- 6 seconds.
 CR0462
 CR0462.The orthometric height was determined by differential leveling
 CR0462.and adjusted by the National Geodetic Survey in June 1991..
 CR0462
 CR0462.The geoid height was determined by GEOID03.
 CR0462
 CR0462.The dynamic height is computed by dividing the NAVD 88
 CR0462.geopotential number by the normal gravity value computed on the
 CR0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0462.degrees latitude (g = 980.6199 gals.).
 CR0462
 CR0462.The modeled gravity was interpolated from observed gravity values.
 CR0462
 CR0462;                    North         East    Units  Estimated Accuracy
 CR0462;SPC TX C     - 3,273,890.    1,188,610.      MT  (+/- 180 meters Scaled)
 CR0462
 CR0462                          SUPERSEDED SURVEY CONTROL
 CR0462
 CR0462  NGVD 29 (??/??/92)   92.980  (m)          305.05   (f) ADJ UNCH    2 0
 CR0462
 CR0462.Superseded values are not recommended for survey control.
 CR0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0462.See file dsdata.txt to determine how the superseded data were derived.
 CR0462
 CR0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR961463(NAD 83)
 CR0462_MARKER: DB = BENCH MARK DISK
 CR0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0462_STAMPING: M-161 1934
 CR0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0462+STABILITY: SURFACE MOTION
 CR0462
 CR0462  HISTORY     - Date     Condition        Report By
 CR0462  HISTORY     - 1934     MONUMENTED       CGS
 CR0462  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0462
 CR0462                          STATION DESCRIPTION
 CR0462
 CR0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0462'8.1 MI SW FROM TROUP.
 CR0462'8.1 MILES SOUTHWEST OF, ALONG I. AND G.N.R.R. 1200 FEET SOUTHWEST OF
 CR0462'LIGHT SIGNALS MARKED 374 AND 375, 450 FEET WEST OF POLE MARKED 37/10,
 CR0462'150 FEET SOUTHWEST OF TOP OF KNOLL, 44 FEET NORTHWEST OF TRACK AND 1
 CR0462'FOOT SOUTHEAST OF RIGHT OF WAY FENCE NEAR BEGINNING OF FILL.  TABLET
 CR0462'SET IN A PRECASTED POST STAMPED, M-161, 1934.
 CR0462
 CR0462                          STATION RECOVERY (1973)
 CR0462
 CR0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0512 ***********************************************************************
 CR0512  DESIGNATION -  M 162
 CR0512  PID         -  CR0512
 CR0512  STATE/COUNTY-  TX/HENDERSON
 CR0512  USGS QUAD   -  POYNOR (1984)
 CR0512
 CR0512                         *CURRENT SURVEY CONTROL
 CR0512  ___________________________________________________________________
 CR0512* NAD 83(1986)-  32 03 54.     (N)    095 34 57.     (W)     SCALED    
 CR0512* NAVD 88     -       115.722  (meters)     379.66   (feet)  ADJUSTED  
 CR0512  ___________________________________________________________________
 CR0512  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CR0512  DYNAMIC HT  -         115.585 (meters)     379.22  (feet)  COMP
 CR0512  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 CR0512
 CR0512  VERT ORDER  -  SECOND    CLASS 0
 CR0512
 CR0512.The horizontal coordinates were scaled from a topographic map and have
 CR0512.an estimated accuracy of +/- 6 seconds.
 CR0512
 CR0512.The orthometric height was determined by differential leveling
 CR0512.and adjusted by the National Geodetic Survey in June 1991..
 CR0512
 CR0512.The geoid height was determined by GEOID03.
 CR0512
 CR0512.The dynamic height is computed by dividing the NAVD 88
 CR0512.geopotential number by the normal gravity value computed on the
 CR0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0512.degrees latitude (g = 980.6199 gals.).
 CR0512
 CR0512.The modeled gravity was interpolated from observed gravity values.
 CR0512
 CR0512;                    North         East    Units  Estimated Accuracy
 CR0512;SPC TXNC     - 2,048,000.      875,460.      MT  (+/- 180 meters Scaled)
 CR0512
 CR0512                          SUPERSEDED SURVEY CONTROL
 CR0512
 CR0512  NGVD 29 (??/??/92)  115.745  (m)          379.74   (f) ADJ UNCH    2 0
 CR0512
 CR0512.Superseded values are not recommended for survey control.
 CR0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0512.See file dsdata.txt to determine how the superseded data were derived.
 CR0512
 CR0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR562505(NAD 83)
 CR0512_MARKER: DB = BENCH MARK DISK
 CR0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0512_STAMPING: M-162 1934
 CR0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0512+STABILITY: SURFACE MOTION
 CR0512
 CR0512  HISTORY     - Date     Condition        Report By
 CR0512  HISTORY     - 1934     MONUMENTED       CGS
 CR0512  HISTORY     - 1949     MARK NOT FOUND   USGS
 CR0512  HISTORY     - 1978     MARK NOT FOUND   USGS
 CR0512
 CR0512                          STATION DESCRIPTION
 CR0512
 CR0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0512'20.5 MI SE FROM ATHENS.
 CR0512'20.5 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  500 FEET WEST OF
 CR0512'TRESTLEMARKED 222 A, 120 FEET WEST OF 10 FOOT TALL POST MARKING THE
 CR0512'LINE BETWEEN ANDERSON AND HENDERSON COUNTIES, 43 FEET NORTH OF THE
 CR0512'TRACKS AND 2 FEET SOUTH OF THE R.R. RIGHT OF WAY LINE.  TABLET SET IN
 CR0512'PRECASTED POST STAMPED, M-162, 1934.
 CR0512
 CR0512                          STATION RECOVERY (1949)
 CR0512
 CR0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 CR0512'MARK NOT FOUND.
 CR0512
 CR0512                          STATION RECOVERY (1978)
 CR0512
 CR0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0843 ***********************************************************************
 BY0843  DESIGNATION -  M 163
 BY0843  PID         -  BY0843
 BY0843  STATE/COUNTY-  TX/POLK
 BY0843  USGS QUAD   -  WAKEFIELD (1980)
 BY0843
 BY0843                         *CURRENT SURVEY CONTROL
 BY0843  ___________________________________________________________________
 BY0843* NAD 83(1986)-  31 02 08.     (N)    094 49 40.     (W)     SCALED    
 BY0843* NAVD 88     -        61.70   (+/-2cm)     202.4    (feet)  VERTCON   
 BY0843  ___________________________________________________________________
 BY0843  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BY0843
 BY0843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0843
 BY0843.The horizontal coordinates were scaled from a topographic map and have
 BY0843.an estimated accuracy of +/- 6 seconds.
 BY0843
 BY0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0843.The vertical order pertains to the NGVD 29 superseded value.
 BY0843
 BY0843.The geoid height was determined by GEOID03.
 BY0843
 BY0843;                    North         East    Units  Estimated Accuracy
 BY0843;SPC TX C     - 3,164,750.    1,225,330.      MT  (+/- 180 meters Scaled)
 BY0843
 BY0843                          SUPERSEDED SURVEY CONTROL
 BY0843
 BY0843  NGVD 29 (??/??/92)   61.721  (m)          202.50   (f) ADJ UNCH    2 0
 BY0843
 BY0843.Superseded values are not recommended for survey control.
 BY0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0843.See file dsdata.txt to determine how the superseded data were derived.
 BY0843
 BY0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ255349(NAD 83)
 BY0843_MARKER: DB = BENCH MARK DISK
 BY0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0843_STAMPING: M 163 1934
 BY0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0843+STABILITY: SURFACE MOTION
 BY0843
 BY0843  HISTORY     - Date     Condition        Report By
 BY0843  HISTORY     - 1934     MONUMENTED       CGS
 BY0843  HISTORY     - 1942     GOOD             NGS
 BY0843  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY0843  HISTORY     - 20050709 MARK NOT FOUND   USPSQD
 BY0843
 BY0843                          STATION DESCRIPTION
 BY0843
 BY0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY0843'2.7 MI N FROM CORRIGAN.
 BY0843'2.7 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0843'STATION AT CORRIGAN, POLK COUNTY, 0.5 MILE SOUTH OF PINEY CREEK, AT
 BY0843'MILEAGE 95.7, 65 FEET SOUTHEAST OF A ROAD CROSSING, 54 FEET WEST OF
 BY0843'THE C. M. JONES RESIDENCE, 40 FEET EAST OF THE CENTERLINE OF THE
 BY0843'TRACK, AND 2 FEET WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED M
 BY0843'163 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BY0843
 BY0843                          STATION RECOVERY (1963)
 BY0843
 BY0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0843'MARK NOT FOUND.
 BY0843
 BY0843                          STATION RECOVERY (2005)
 BY0843
 BY0843'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0885 ***********************************************************************
 BL0885  DESIGNATION -  M 164
 BL0885  PID         -  BL0885
 BL0885  STATE/COUNTY-  TX/POLK
 BL0885  USGS QUAD   -  ONALASKA (1972)
 BL0885
 BL0885                         *CURRENT SURVEY CONTROL
 BL0885  ___________________________________________________________________
 BL0885* NAD 83(1986)-  30 46 45.     (N)    095 05 47.     (W)     SCALED    
 BL0885* NAVD 88     -        34.28   (+/-2cm)     112.5    (feet)  VERTCON   
 BL0885  ___________________________________________________________________
 BL0885  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL0885
 BL0885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0885
 BL0885.The horizontal coordinates were scaled from a topographic map and have
 BL0885.an estimated accuracy of +/- 6 seconds.
 BL0885
 BL0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0885.The vertical order pertains to the NGVD 29 superseded value.
 BL0885
 BL0885.The geoid height was determined by GEOID03.
 BL0885
 BL0885;                    North         East    Units  Estimated Accuracy
 BL0885;SPC TX C     - 3,135,120.    1,201,060.      MT  (+/- 180 meters Scaled)
 BL0885
 BL0885                          SUPERSEDED SURVEY CONTROL
 BL0885
 BL0885  NGVD 29 (??/??/92)   34.298  (m)          112.53   (f) ADJ UNCH    2 0
 BL0885
 BL0885.Superseded values are not recommended for survey control.
 BL0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0885.See file dsdata.txt to determine how the superseded data were derived.
 BL0885
 BL0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ993070(NAD 83)
 BL0885_MARKER: DB = BENCH MARK DISK
 BL0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0885_SP_SET: BRIDGE
 BL0885_STAMPING: M 164 1934 112.644
 BL0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0885
 BL0885  HISTORY     - Date     Condition        Report By
 BL0885  HISTORY     - 1934     MONUMENTED       CGS
 BL0885  HISTORY     - 1947     GOOD             NGS
 BL0885
 BL0885                          STATION DESCRIPTION
 BL0885
 BL0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0885'IN KICKAPOO.
 BL0885'AT KICKAPOO, AT THE WACO, BEAUMONT, TRINITY AND SABINE RAILWAY BRIDGE
 BL0885'OVER KICKAPOO CREEK, 8.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 BL0885'TRACK, 1.0 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF AND SET IN THE TOP
 BL0885'OF THE SOUTHWEST CAISSON OF THE SOUTHEAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0044 ***********************************************************************
 BL0044  DESIGNATION -  M 165
 BL0044  PID         -  BL0044
 BL0044  STATE/COUNTY-  TX/TYLER
 BL0044  USGS QUAD   -  BIRDWELL LAKE (1984)
 BL0044
 BL0044                         *CURRENT SURVEY CONTROL
 BL0044  ___________________________________________________________________
 BL0044* NAD 83(1986)-  30 46 26.     (N)    094 21 15.     (W)     SCALED    
 BL0044* NAVD 88     -        65.49   (+/-2cm)     214.9    (feet)  VERTCON   
 BL0044  ___________________________________________________________________
 BL0044  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BL0044
 BL0044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0044
 BL0044.The horizontal coordinates were scaled from a topographic map and have
 BL0044.an estimated accuracy of +/- 6 seconds.
 BL0044
 BL0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0044.The vertical order pertains to the NGVD 29 superseded value.
 BL0044
 BL0044.The geoid height was determined by GEOID03.
 BL0044
 BL0044;                    North         East    Units  Estimated Accuracy
 BL0044;SPC TX C     - 3,138,120.    1,272,040.      MT  (+/- 180 meters Scaled)
 BL0044
 BL0044                          SUPERSEDED SURVEY CONTROL
 BL0044
 BL0044  NGVD 29 (??/??/92)   65.48   (m)          214.8    (f) COMPUTED    2 0
 BL0044
 BL0044.Superseded values are not recommended for survey control.
 BL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0044.See file dsdata.txt to determine how the superseded data were derived.
 BL0044
 BL0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ704053(NAD 83)
 BL0044_MARKER: DB = BENCH MARK DISK
 BL0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0044_STAMPING: M-165 1934
 BL0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0044+STABILITY: SURFACE MOTION
 BL0044
 BL0044  HISTORY     - Date     Condition        Report By
 BL0044  HISTORY     - 1934     MONUMENTED       CGS
 BL0044  HISTORY     - 1955     MARK NOT FOUND   USGS
 BL0044
 BL0044                          STATION DESCRIPTION
 BL0044
 BL0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0044'3.9 MI E FROM WOODVILLE.
 BL0044'3.9 MILES EAST OF, ALONG STATE HIGHWAY NO. 45 273 FEET WEST OF
 BL0044'INTERSECTION OF HIGHWAY AND LONG BELL TRAM.  180 FEET EAST OF NARROW
 BL0044'BRIDGE.  36 FEET SOUTH OF CENTER LINE OF HIGHWAY NO. 45.  BRONZE
 BL0044'TABLET SET IN PRECAST POST OF CONCRETE.
 BL0044
 BL0044                          STATION RECOVERY (1955)
 BL0044
 BL0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BL0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0437 ***********************************************************************
 BL0437  DESIGNATION -  M 166
 BL0437  PID         -  BL0437
 BL0437  STATE/COUNTY-  TX/SAN JACINTO
 BL0437  USGS QUAD   -  RAYBURN (1997)
 BL0437
 BL0437                         *CURRENT SURVEY CONTROL
 BL0437  ___________________________________________________________________
 BL0437* NAD 83(1986)-  30 29 43.     (N)    094 59 51.     (W)     SCALED    
 BL0437* NAVD 88     -        49.48   (+/-2cm)     162.3    (feet)  VERTCON   
 BL0437  ___________________________________________________________________
 BL0437  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0437
 BL0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0437
 BL0437.The horizontal coordinates were scaled from a topographic map and have
 BL0437.an estimated accuracy of +/- 6 seconds.
 BL0437
 BL0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0437.The vertical order pertains to the NGVD 29 superseded value.
 BL0437
 BL0437.The geoid height was determined by GEOID03.
 BL0437
 BL0437;                    North         East    Units  Estimated Accuracy
 BL0437;SPC TX C     - 3,104,140.    1,212,020.      MT  (+/- 180 meters Scaled)
 BL0437
 BL0437                          SUPERSEDED SURVEY CONTROL
 BL0437
 BL0437  NGVD 29 (??/??/92)   49.492  (m)          162.38   (f) ADJ UNCH    2 0
 BL0437
 BL0437.Superseded values are not recommended for survey control.
 BL0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0437.See file dsdata.txt to determine how the superseded data were derived.
 BL0437
 BL0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP082753(NAD 83)
 BL0437_MARKER: DB = BENCH MARK DISK
 BL0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0437_SP_SET: WALL
 BL0437_STAMPING: M 166 1934 162.500
 BL0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0437+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 BL0437
 BL0437  HISTORY     - Date     Condition        Report By
 BL0437  HISTORY     - 1934     MONUMENTED       CGS
 BL0437  HISTORY     - 1947     GOOD             NGS
 BL0437  HISTORY     - 20040604 GOOD             USPSQD
 BL0437  HISTORY     - 20050708 GOOD             USPSQD
 BL0437
 BL0437                          STATION DESCRIPTION
 BL0437
 BL0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0437'IN SHEPHERD.
 BL0437'AT SHEPHERD, IN THE WEST FACE OF THE SHEPHERD SCHOOL, APPROXIMATELY
 BL0437'40.0 FEET SOUTH OF THE WEST ENTRANCE TO THE SCHOOL AND ABOUT 4.0 FEET
 BL0437'ABOVE THE GROUND, SET VERTICALLY IN A DRILL HOLE IN A BRICK WALL.
 BL0437
 BL0437                          STATION RECOVERY (2004)
 BL0437
 BL0437'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0437'RECOVERED IN GOOD CONDITION.
 BL0437
 BL0437                          STATION RECOVERY (2005)
 BL0437
 BL0437'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0193 ***********************************************************************
 CD0193  DESIGNATION -  M 17
 CD0193  PID         -  CD0193
 CD0193  STATE/COUNTY-  TX/CULBERSON
 CD0193  USGS QUAD   -  VAN HORN (1979)
 CD0193
 CD0193                         *CURRENT SURVEY CONTROL
 CD0193  ___________________________________________________________________
 CD0193* NAD 83(1986)-  31 02 48.     (N)    104 45 10.     (W)     SCALED    
 CD0193* NAVD 88     -      1177.876  (meters)    3864.41   (feet)  POSTED    
 CD0193  ___________________________________________________________________
 CD0193  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0193  DYNAMIC HT  -        1176.030 (meters)    3858.36  (feet)  COMP
 CD0193  MODELED GRAV-     979,032.7   (mgal)                       NAVD 88
 CD0193
 CD0193  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CD0193
 CD0193.The horizontal coordinates were scaled from a topographic map and have
 CD0193.an estimated accuracy of +/- 6 seconds.
 CD0193
 CD0193.The orthometric height was determined by differential leveling
 CD0193.and adjusted by the National Geodetic Survey in 1992..
 CD0193.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CD0193.rate of 2.1 thru 3.0 mm/km.
 CD0193
 CD0193.The geoid height was determined by GEOID03.
 CD0193
 CD0193.The dynamic height is computed by dividing the NAVD 88
 CD0193.geopotential number by the normal gravity value computed on the
 CD0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0193.degrees latitude (g = 980.6199 gals.).
 CD0193
 CD0193.The modeled gravity was interpolated from observed gravity values.
 CD0193
 CD0193;                    North         East    Units  Estimated Accuracy
 CD0193;SPC TX C     - 3,161,360.      278,290.      MT  (+/- 180 meters Scaled)
 CD0193
 CD0193                          SUPERSEDED SURVEY CONTROL
 CD0193
 CD0193  NGVD 29 (??/??/92) 1177.392  (m)         3862.83   (f) ADJ UNCH    1 2
 CD0193
 CD0193.Superseded values are not recommended for survey control.
 CD0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0193.See file dsdata.txt to determine how the superseded data were derived.
 CD0193
 CD0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ235348(NAD 83)
 CD0193_MARKER: DB = BENCH MARK DISK
 CD0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0193_STAMPING: M 17 ELEV 3862.827 FT
 CD0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0193
 CD0193  HISTORY     - Date     Condition        Report By
 CD0193  HISTORY     - UNK      MONUMENTED       CGS
 CD0193  HISTORY     - 1956     GOOD             NGS
 CD0193
 CD0193                          STATION DESCRIPTION
 CD0193
 CD0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0193'4.85 MI E FROM VAN HORN.
 CD0193'4.85 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0193'AT VAN HORN, 36 FEET EAST OF THE 13TH POLE EAST OF MILEPOST 731, 7
 CD0193'POLES EAST OF THE EAST END OF A TRESTLE OVER WILD HORSE RIVER, IN LINE
 CD0193'WITH A ROW OF TELEPHONE POLES, 39.5 FEET SOUTH OF THE SOUTH RAIL, 8
 CD0193'FEET NORTH OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SCREWED ON THE
 CD0193'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.5 FEET ABOVE THE
 CD0193'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2958 ***********************************************************************
 AW2958  DESIGNATION -  M 170
 AW2958  PID         -  AW2958
 AW2958  STATE/COUNTY-  TX/HARRIS
 AW2958  USGS QUAD   -  MORGANS POINT (1993)
 AW2958
 AW2958                         *CURRENT SURVEY CONTROL
 AW2958  ___________________________________________________________________
 AW2958* NAD 83(1986)-  29 40 45.     (N)    094 59 23.     (W)     SCALED    
 AW2958* NAVD 88     -         9.56   (+/-2cm)      31.4    (feet)  VERTCON   
 AW2958  ___________________________________________________________________
 AW2958  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2958
 AW2958  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2958
 AW2958.The horizontal coordinates were scaled from a topographic map and have
 AW2958.an estimated accuracy of +/- 6 seconds.
 AW2958
 AW2958.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2958.The vertical order pertains to the NGVD 29 superseded value.
 AW2958
 AW2958.The geoid height was determined by GEOID03.
 AW2958
 AW2958;                    North         East    Units  Estimated Accuracy
 AW2958;SPC TXSC     - 4,211,220.      988,050.      MT  (+/- 180 meters Scaled)
 AW2958
 AW2958                          SUPERSEDED SURVEY CONTROL
 AW2958
 AW2958  NGVD 29 (??/??/92)    9.56   (m)           31.4    (f) COMPUTED    1 2
 AW2958
 AW2958.Superseded values are not recommended for survey control.
 AW2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2958.See file dsdata.txt to determine how the superseded data were derived.
 AW2958
 AW2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN074848(NAD 83)
 AW2958_MARKER: DB = BENCH MARK DISK
 AW2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2958_STAMPING: M 170 1936 31.480
 AW2958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2958+STABILITY: SURFACE MOTION
 AW2958
 AW2958  HISTORY     - Date     Condition        Report By
 AW2958  HISTORY     - 1936     MONUMENTED       CGS
 AW2958  HISTORY     - 1937     GOOD             NGS
 AW2958  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW2958  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW2958
 AW2958                          STATION DESCRIPTION
 AW2958
 AW2958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 AW2958'2.1 MI NE FROM LAPORT.
 AW2958'2.1 MILES NE OF HWY. INTERSECTION IN LAPORT.  ALONG HWY. 146 BETWEEN
 AW2958'LAPORTE AND MORGAN POINT.  66 FEET NE OF THE E CORNER OF THE LONE STAR
 AW2958'SERVICE STATION.  60 FEET S OF THE CENTER LINE OF THE HWY. 31 FT EAST
 AW2958'OF THE CENTER LINE OF PAVED STREET.  6.5 FEET SE OF TELEPHONE POLE.
 AW2958'THE MARK IS A STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING 3
 AW2958'INCHES ABOVE GROUND.  STAMPED 31.480.
 AW2958
 AW2958                          STATION RECOVERY (1994)
 AW2958
 AW2958'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2958'MARK NOT FOUND.
 AW2958
 AW2958                          STATION RECOVERY (2005)
 AW2958
 AW2958'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2849 ***********************************************************************
 AW2849  DESIGNATION -  M 173
 AW2849  PID         -  AW2849
 AW2849  STATE/COUNTY-  TX/CHAMBERS
 AW2849  USGS QUAD   -  COVE (1993)
 AW2849
 AW2849                         *CURRENT SURVEY CONTROL
 AW2849  ___________________________________________________________________
 AW2849* NAD 83(1986)-  29 47 11.     (N)    094 52 13.     (W)     SCALED    
 AW2849* NAVD 88     -        11.58   (+/-2cm)      38.0    (feet)  VERTCON   
 AW2849  ___________________________________________________________________
 AW2849  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2849
 AW2849  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2849
 AW2849.The horizontal coordinates were scaled from a topographic map and have
 AW2849.an estimated accuracy of +/- 6 seconds.
 AW2849
 AW2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2849.The vertical order pertains to the NGVD 29 superseded value.
 AW2849
 AW2849.The geoid height was determined by GEOID03.
 AW2849
 AW2849;                    North         East    Units  Estimated Accuracy
 AW2849;SPC TXSC     - 4,223,500.      999,190.      MT  (+/- 180 meters Scaled)
 AW2849
 AW2849                          SUPERSEDED SURVEY CONTROL
 AW2849
 AW2849  NGVD 29 (??/??/92)   11.58   (m)           38.0    (f) COMPUTED    1 2
 AW2849
 AW2849.Superseded values are not recommended for survey control.
 AW2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2849.See file dsdata.txt to determine how the superseded data were derived.
 AW2849
 AW2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN192965(NAD 83)
 AW2849_MARKER: DB = BENCH MARK DISK
 AW2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2849_STAMPING: M-173 1936
 AW2849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2849+STABILITY: SURFACE MOTION
 AW2849
 AW2849  HISTORY     - Date     Condition        Report By
 AW2849  HISTORY     - 1936     MONUMENTED       CGS
 AW2849  HISTORY     - 1943     MARK NOT FOUND   NGS
 AW2849  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2849  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2849  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2849  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2849  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW2849
 AW2849                          STATION DESCRIPTION
 AW2849
 AW2849'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2849'5.2 MI SW FROM COVE.
 AW2849'5.2 MILES SOUTHWEST OF SCHOOL ALONG THE HIGHWAY BETWEEN COVE AND GOOSE
 AW2849'CREEK, NEAR A TURN IN THE HIGHWAY 52 FEET EAST OF THE EAST CORNER OF
 AW2849'40 FEET SPAN WOOD BRIDGE OVER RICE CANAL, 34 FEET SOUTHEAST OF THE
 AW2849'CENTER LINE OF THE HIGHWAY, ON THE TOP OF LEVEE 16 FEET NORTH OF THE
 AW2849'CENTER LINE OF DITCH, AND THE POST IS FLUSH WITH THE GROUND.
 AW2849
 AW2849                          STATION RECOVERY (1943)
 AW2849
 AW2849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW2849'MARK NOT FOUND.
 AW2849
 AW2849                          STATION RECOVERY (1990)
 AW2849
 AW2849'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2849'MARK NOT FOUND.
 AW2849
 AW2849                          STATION RECOVERY (1997)
 AW2849
 AW2849'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2849'MARK NOT FOUND.
 AW2849
 AW2849                          STATION RECOVERY (2001)
 AW2849
 AW2849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2849'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2849
 AW2849                          STATION RECOVERY (2004)
 AW2849
 AW2849'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2849'MARK NOT FOUND.
 AW2849
 AW2849                          STATION RECOVERY (2005)
 AW2849
 AW2849'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1199 ***********************************************************************
 AN1199  DESIGNATION -  M 175
 AN1199  PID         -  AN1199
 AN1199  STATE/COUNTY-  TX/SAN PATRICIO
 AN1199  USGS QUAD   -  SINTON EAST (1979)
 AN1199
 AN1199                         *CURRENT SURVEY CONTROL
 AN1199  ___________________________________________________________________
 AN1199* NAD 83(1986)-  28 02 16.     (N)    097 29 41.     (W)     SCALED    
 AN1199* NAVD 88     -        14.792  (meters)      48.53   (feet)  ADJUSTED  
 AN1199  ___________________________________________________________________
 AN1199  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1199  DYNAMIC HT  -          14.769 (meters)      48.45  (feet)  COMP
 AN1199  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 AN1199
 AN1199  VERT ORDER  -  FIRST     CLASS II
 AN1199
 AN1199.The horizontal coordinates were scaled from a topographic map and have
 AN1199.an estimated accuracy of +/- 6 seconds.
 AN1199
 AN1199.The orthometric height was determined by differential leveling
 AN1199.and adjusted by the National Geodetic Survey in June 1991..
 AN1199
 AN1199.The geoid height was determined by GEOID03.
 AN1199
 AN1199.The dynamic height is computed by dividing the NAVD 88
 AN1199.geopotential number by the normal gravity value computed on the
 AN1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1199.degrees latitude (g = 980.6199 gals.).
 AN1199
 AN1199.The modeled gravity was interpolated from observed gravity values.
 AN1199
 AN1199;                    North         East    Units  Estimated Accuracy
 AN1199;SPC TX S     - 5,263,110.      398,850.      MT  (+/- 180 meters Scaled)
 AN1199
 AN1199                          SUPERSEDED SURVEY CONTROL
 AN1199
 AN1199  NGVD 29 (??/??/92)   14.97   (m)           49.1    (f) COMPUTED    1 2
 AN1199
 AN1199.Superseded values are not recommended for survey control.
 AN1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1199.See file dsdata.txt to determine how the superseded data were derived.
 AN1199
 AN1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS479023(NAD 83)
 AN1199_MARKER: DB = BENCH MARK DISK
 AN1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1199_STAMPING: M 175 1950
 AN1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1199+STABILITY: SURFACE MOTION
 AN1199
 AN1199  HISTORY     - Date     Condition        Report By
 AN1199  HISTORY     - 1950     MONUMENTED       CGS
 AN1199  HISTORY     - 1959     GOOD             NGS
 AN1199  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1199  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1199  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1199
 AN1199                          STATION DESCRIPTION
 AN1199
 AN1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AN1199'0.75 MI E FROM SINTON.
 AN1199'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 181 FROM THE ST. LOUIS
 AN1199'BROWNSVILLE AND MEXICO RAILROAD STATION AT SINTON, AT THE ABANDONED
 AN1199'SINTON AIRPORT, 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE SOUTH
 AN1199'HANGAR, 166 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 AN1199'NORTHWEST OF SINTON R.M. 1, AND IN THE TOP OF A CONCRETE POST FLUSH
 AN1199'WITH THE GROUND.
 AN1199
 AN1199                          STATION RECOVERY (1974)
 AN1199
 AN1199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1199'MARK NOT FOUND.
 AN1199
 AN1199                          STATION RECOVERY (1978)
 AN1199
 AN1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1199'SEARCHED FOR NOT RECOVERED ON THIS DATE.
 AN1199
 AN1199                          STATION RECOVERY (1996)
 AN1199
 AN1199'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0754 ***********************************************************************
 AH0754  DESIGNATION -  M 176
 AH0754  PID         -  AH0754
 AH0754  STATE/COUNTY-  TX/KLEBERG
 AH0754  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0754
 AH0754                         *CURRENT SURVEY CONTROL
 AH0754  ___________________________________________________________________
 AH0754* NAD 83(1986)-  27 33 01.     (N)    097 50 27.     (W)     SCALED    
 AH0754* NAVD 88     -        16.833  (meters)      55.23   (feet)  ADJUSTED  
 AH0754  ___________________________________________________________________
 AH0754  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AH0754  DYNAMIC HT  -          16.807 (meters)      55.14  (feet)  COMP
 AH0754  MODELED GRAV-     979,098.3   (mgal)                       NAVD 88
 AH0754
 AH0754  VERT ORDER  -  FIRST     CLASS II
 AH0754
 AH0754.The horizontal coordinates were scaled from a topographic map and have
 AH0754.an estimated accuracy of +/- 6 seconds.
 AH0754
 AH0754.The orthometric height was determined by differential leveling
 AH0754.and adjusted by the National Geodetic Survey in June 1991..
 AH0754.WARNING-Repeat measurements at this control monument indicate possible
 AH0754.vertical movement.
 AH0754
 AH0754.The geoid height was determined by GEOID03.
 AH0754
 AH0754.The dynamic height is computed by dividing the NAVD 88
 AH0754.geopotential number by the normal gravity value computed on the
 AH0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0754.degrees latitude (g = 980.6199 gals.).
 AH0754
 AH0754.The modeled gravity was interpolated from observed gravity values.
 AH0754
 AH0754;                    North         East    Units  Estimated Accuracy
 AH0754;SPC TX S     - 5,208,860.      365,100.      MT  (+/- 180 meters Scaled)
 AH0754
 AH0754                          SUPERSEDED SURVEY CONTROL
 AH0754
 AH0754  NGVD 29 (??/??/92)   16.990  (m)           55.74   (f) ADJ UNCH    1 2
 AH0754
 AH0754.Superseded values are not recommended for survey control.
 AH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0754.See file dsdata.txt to determine how the superseded data were derived.
 AH0754
 AH0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR144479(NAD 83)
 AH0754_MARKER: DB = BENCH MARK DISK
 AH0754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0754_SP_SET: ABUTMENT
 AH0754_STAMPING: M 176 1950
 AH0754_MARK LOGO: CGS   
 AH0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0754
 AH0754  HISTORY     - Date     Condition        Report By
 AH0754  HISTORY     - 1950     MONUMENTED       CGS
 AH0754  HISTORY     - 1975     GOOD             USGS
 AH0754  HISTORY     - 1981     GOOD             NGS
 AH0754
 AH0754                          STATION DESCRIPTION
 AH0754
 AH0754'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0754'3.1 MI NE FROM KINGSVILLE.
 AH0754'3.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AH0754'STATION AT KINGSVILLE, 6.8 FT SOUTHEAST OF THE SOUTHEAST RAIL, 2 FT.
 AH0754'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AH0754'SOUTHWEST ABUTMENT OF A BRIDGE OVER SAN FERNANDO CREEK.  NOTE-- DISK
 AH0754'IS NOW COVERED BY A 6 X 6 TIMBER BOLTED IN PLACE.
 AH0754
 AH0754                          STATION RECOVERY (1981)
 AH0754
 AH0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0754'RECOVERED THIS DATE. A NEW DESCRIPTION FOLLOWS, 6.3 KM (3.9 MI)
 AH0754'SOUTHWEST ALONG BUSINESS U.S. HIGHWAY 77 SOUTHBOUND FROM THE JUNCTION
 AH0754'OF MAIN STREET IN BISHOP, ALSO 3.1 KM (1.95 MI) NORTHEAST ALONG SIXTH
 AH0754'STREET FROM THE POST OFFICE IN KINGSVILLE, THENCE 2.3 KM (1.4 MI)
 AH0754'NORTHEAST ALONG BUSINESS U.S. HIGHWAY 77 NORTHBOUND, SET IN TOP OF THE
 AH0754'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE MISSOURI PACIFIC
 AH0754'RAILROAD BRIDGE OVER SAN FERNANDO CREEK, 2.1 METERS (6.8 FT) SOUTHEAST
 AH0754'OF THE SOUTHEAST RAIL.  NOTE-A (3.0 FT) RAILROAD TIE WAS REMOVED FOR
 AH0754'ACCESSIBILITY.
 AH0754'THE MARK IS 0.61 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0971 ***********************************************************************
 AB0971  DESIGNATION -  M 177
 AB0971  PID         -  AB0971
 AB0971  STATE/COUNTY-  TX/KENEDY
 AB0971  USGS QUAD   -  NORIAS (1982)
 AB0971
 AB0971                         *CURRENT SURVEY CONTROL
 AB0971  ___________________________________________________________________
 AB0971* NAD 83(1986)-  26 45 45.     (N)    097 46 18.     (W)     SCALED    
 AB0971* NAVD 88     -         7.137  (meters)      23.42   (feet)  ADJUSTED  
 AB0971  ___________________________________________________________________
 AB0971  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AB0971  DYNAMIC HT  -           7.125 (meters)      23.38  (feet)  COMP
 AB0971  MODELED GRAV-     979,066.5   (mgal)                       NAVD 88
 AB0971
 AB0971  VERT ORDER  -  FIRST     CLASS II
 AB0971
 AB0971.The horizontal coordinates were scaled from a topographic map and have
 AB0971.an estimated accuracy of +/- 6 seconds.
 AB0971
 AB0971.The orthometric height was determined by differential leveling
 AB0971.and adjusted by the National Geodetic Survey in June 1991..
 AB0971
 AB0971.The geoid height was determined by GEOID03.
 AB0971
 AB0971.The dynamic height is computed by dividing the NAVD 88
 AB0971.geopotential number by the normal gravity value computed on the
 AB0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0971.degrees latitude (g = 980.6199 gals.).
 AB0971
 AB0971.The modeled gravity was interpolated from observed gravity values.
 AB0971
 AB0971;                    North         East    Units  Estimated Accuracy
 AB0971;SPC TX S     - 5,121,620.      372,430.      MT  (+/- 180 meters Scaled)
 AB0971
 AB0971                          SUPERSEDED SURVEY CONTROL
 AB0971
 AB0971  NGVD 29 (??/??/92)    7.220  (m)           23.69   (f) ADJ UNCH    1 2
 AB0971
 AB0971.Superseded values are not recommended for survey control.
 AB0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0971.See file dsdata.txt to determine how the superseded data were derived.
 AB0971
 AB0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ221607(NAD 83)
 AB0971_MARKER: DB = BENCH MARK DISK
 AB0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0971_STAMPING: M 177 1951
 AB0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0971+STABILITY: SURFACE MOTION
 AB0971
 AB0971  HISTORY     - Date     Condition        Report By
 AB0971  HISTORY     - 1951     MONUMENTED       CGS
 AB0971  HISTORY     - 1956     MARK NOT FOUND   NGS
 AB0971  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0971  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0971  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0971
 AB0971                          STATION DESCRIPTION
 AB0971
 AB0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AB0971'1.6 MI S FROM NORIAS.
 AB0971'1.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0971'NORIAS, KENEDY COUNTY, 4 POLES SOUTH OF MILEPOST 66, 48 FEET EAST OF
 AB0971'THE EAST RAIL, 59 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77, 2
 AB0971'FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 AB0971'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 AB0971
 AB0971                          STATION RECOVERY (1963)
 AB0971
 AB0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0971'MARK NOT FOUND.
 AB0971
 AB0971                          STATION RECOVERY (1988)
 AB0971
 AB0971'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0971'MARK NOT FOUND.
 AB0971
 AB0971                          STATION RECOVERY (2004)
 AB0971
 AB0971'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0535 ***********************************************************************
 AB0535  DESIGNATION -  M 178
 AB0535  PID         -  AB0535
 AB0535  STATE/COUNTY-  TX/WILLACY
 AB0535  USGS QUAD   -  WILLAMAR SW (1983)
 AB0535
 AB0535                         *CURRENT SURVEY CONTROL
 AB0535  ___________________________________________________________________
 AB0535* NAD 83(1986)-  26 21 27.     (N)    097 38 45.     (W)     SCALED    
 AB0535* NAVD 88     -         7.337  (meters)      24.07   (feet)  ADJUSTED  
 AB0535  ___________________________________________________________________
 AB0535  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AB0535  DYNAMIC HT  -           7.325 (meters)      24.03  (feet)  COMP
 AB0535  MODELED GRAV-     979,049.4   (mgal)                       NAVD 88
 AB0535
 AB0535  VERT ORDER  -  FIRST     CLASS II
 AB0535
 AB0535.The horizontal coordinates were scaled from a topographic map and have
 AB0535.an estimated accuracy of +/- 6 seconds.
 AB0535
 AB0535.The orthometric height was determined by differential leveling
 AB0535.and adjusted by the National Geodetic Survey in June 1991..
 AB0535
 AB0535.The geoid height was determined by GEOID03.
 AB0535
 AB0535.The dynamic height is computed by dividing the NAVD 88
 AB0535.geopotential number by the normal gravity value computed on the
 AB0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0535.degrees latitude (g = 980.6199 gals.).
 AB0535
 AB0535.The modeled gravity was interpolated from observed gravity values.
 AB0535
 AB0535;                    North         East    Units  Estimated Accuracy
 AB0535;SPC TX S     - 5,076,830.      385,250.      MT  (+/- 180 meters Scaled)
 AB0535
 AB0535                          SUPERSEDED SURVEY CONTROL
 AB0535
 AB0535  NGVD 29 (??/??/92)    7.409  (m)           24.31   (f) ADJ UNCH    1 2
 AB0535
 AB0535.Superseded values are not recommended for survey control.
 AB0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0535.See file dsdata.txt to determine how the superseded data were derived.
 AB0535
 AB0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ351159(NAD 83)
 AB0535_MARKER: DB = BENCH MARK DISK
 AB0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0535_STAMPING: M 178 1951
 AB0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0535+STABILITY: SURFACE MOTION
 AB0535
 AB0535  HISTORY     - Date     Condition        Report By
 AB0535  HISTORY     - 1951     MONUMENTED       CGS
 AB0535  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0535
 AB0535                          STATION DESCRIPTION
 AB0535
 AB0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0535'9.9 MI E FROM SEBASTIAN.
 AB0535'0.9 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0535'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 9.0 MILES EAST ALONG
 AB0535'FARM ROAD 1018, 300 FEET EAST OF A FARMHOUSE, 60 FEET EAST OF THE
 AB0535'CENTER LINE OF A FIELD ROAD LEADING NORTH, 40 FEET NORTH OF THE CENTER
 AB0535'LINE OF AN EAST AND WEST ROAD, 3 FEET WEST OF A POWER POLE, SET IN THE
 AB0535'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AB0535
 AB0535                          STATION RECOVERY (1987)
 AB0535
 AB0535'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0517 ***********************************************************************
 AH0517  DESIGNATION -  M 179
 AH0517  PID         -  AH0517
 AH0517  STATE/COUNTY-  TX/KENEDY
 AH0517  USGS QUAD   -  TURCOTTE (1979)
 AH0517
 AH0517                         *CURRENT SURVEY CONTROL
 AH0517  ___________________________________________________________________
 AH0517* NAD 83(1986)-  27 06 29.     (N)    097 47 25.     (W)     SCALED    
 AH0517* NAVD 88     -        10.204  (meters)      33.48   (feet)  ADJUSTED  
 AH0517  ___________________________________________________________________
 AH0517  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AH0517  DYNAMIC HT  -          10.188 (meters)      33.43  (feet)  COMP
 AH0517  MODELED GRAV-     979,085.9   (mgal)                       NAVD 88
 AH0517
 AH0517  VERT ORDER  -  FIRST     CLASS II
 AH0517
 AH0517.The horizontal coordinates were scaled from a topographic map and have
 AH0517.an estimated accuracy of +/- 6 seconds.
 AH0517
 AH0517.The orthometric height was determined by differential leveling
 AH0517.and adjusted by the National Geodetic Survey in June 1991..
 AH0517
 AH0517.The geoid height was determined by GEOID03.
 AH0517
 AH0517.The dynamic height is computed by dividing the NAVD 88
 AH0517.geopotential number by the normal gravity value computed on the
 AH0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0517.degrees latitude (g = 980.6199 gals.).
 AH0517
 AH0517.The modeled gravity was interpolated from observed gravity values.
 AH0517
 AH0517;                    North         East    Units  Estimated Accuracy
 AH0517;SPC TX S     - 5,159,890.      370,370.      MT  (+/- 180 meters Scaled)
 AH0517
 AH0517                          SUPERSEDED SURVEY CONTROL
 AH0517
 AH0517  NGVD 29 (??/??/92)   10.300  (m)           33.79   (f) ADJ UNCH    1 2
 AH0517
 AH0517.Superseded values are not recommended for survey control.
 AH0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0517.See file dsdata.txt to determine how the superseded data were derived.
 AH0517
 AH0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ199989(NAD 83)
 AH0517_MARKER: DB = BENCH MARK DISK
 AH0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0517_STAMPING: M 179 1951
 AH0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0517+STABILITY: SURFACE MOTION
 AH0517
 AH0517  HISTORY     - Date     Condition        Report By
 AH0517  HISTORY     - 1951     MONUMENTED       CGS
 AH0517  HISTORY     - 1975     GOOD             USGS
 AH0517  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0517  HISTORY     - 1988     GOOD             USPSQD
 AH0517  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AH0517
 AH0517                          STATION DESCRIPTION
 AH0517
 AH0517'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0517'8.0 MI S FROM SARITA.
 AH0517'8.0 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF HWY. 77
 AH0517'AND EAST-WEST ROAD CROSSING AT SARITA, 0.35 MILE NORTH OF A ROAD
 AH0517'JUNCTION, 354 FEET SOUTH OF THE EAST END OF A CONCRETE CULVERT 89 FEET
 AH0517'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF ROW FENCE. A
 AH0517'DISK SET IN A CONCRETE POST 0.5 FOOT ABOVE GROUND.
 AH0517
 AH0517                          STATION RECOVERY (1981)
 AH0517
 AH0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0517'NOT RECOVERED THIS DATE, RESET IN 1974.
 AH0517
 AH0517                          STATION RECOVERY (1988)
 AH0517
 AH0517'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0517'RECOVERED IN GOOD CONDITION.
 AH0517
 AH0517                          STATION RECOVERY (2004)
 AH0517
 AH0517'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0518 ***********************************************************************
 AH0518  DESIGNATION -  M 179 RESET 1974
 AH0518  PID         -  AH0518
 AH0518  STATE/COUNTY-  TX/KENEDY
 AH0518  USGS QUAD   -  TURCOTTE (1979)
 AH0518
 AH0518                         *CURRENT SURVEY CONTROL
 AH0518  ___________________________________________________________________
 AH0518* NAD 83(1986)-  27 06 31.     (N)    097 47 29.     (W)     SCALED    
 AH0518* NAVD 88     -         9.425  (meters)      30.92   (feet)  ADJUSTED  
 AH0518  ___________________________________________________________________
 AH0518  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AH0518  DYNAMIC HT  -           9.411 (meters)      30.88  (feet)  COMP
 AH0518  MODELED GRAV-     979,085.8   (mgal)                       NAVD 88
 AH0518
 AH0518  VERT ORDER  -  FIRST     CLASS II
 AH0518
 AH0518.The horizontal coordinates were scaled from a topographic map and have
 AH0518.an estimated accuracy of +/- 6 seconds.
 AH0518
 AH0518.The orthometric height was determined by differential leveling
 AH0518.and adjusted by the National Geodetic Survey in June 1991..
 AH0518
 AH0518.The geoid height was determined by GEOID03.
 AH0518
 AH0518.The dynamic height is computed by dividing the NAVD 88
 AH0518.geopotential number by the normal gravity value computed on the
 AH0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0518.degrees latitude (g = 980.6199 gals.).
 AH0518
 AH0518.The modeled gravity was interpolated from observed gravity values.
 AH0518
 AH0518;                    North         East    Units  Estimated Accuracy
 AH0518;SPC TX S     - 5,159,950.      370,260.      MT  (+/- 180 meters Scaled)
 AH0518
 AH0518                          SUPERSEDED SURVEY CONTROL
 AH0518
 AH0518.No superseded survey control is available for this station.
 AH0518
 AH0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ198990(NAD 83)
 AH0518_MARKER: DB = BENCH MARK DISK
 AH0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0518_SP_SET: CULVERT
 AH0518_STAMPING: M 179 RESET 1974
 AH0518_MARK LOGO: NGS   
 AH0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0518+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AH0518
 AH0518  HISTORY     - Date     Condition        Report By
 AH0518  HISTORY     - 1974     MONUMENTED       NGS
 AH0518  HISTORY     - 1981     GOOD             NGS
 AH0518  HISTORY     - 20040201 GOOD             USPSQD
 AH0518
 AH0518                          STATION DESCRIPTION
 AH0518
 AH0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0518'8 MI S FROM SARITA.
 AH0518'FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15
 AH0518'MILE TO THE INTERSECTION OF U.S. HWY. 77.  TURN RIGHT AND GO SOUTH ON
 AH0518'U.S. HWY. 77 FOR 8.1 MILES TO MARK ON THE RIGHT IN HEAD-WALL OF
 AH0518'CULVERT.  STANDARD BENCH MARK DISK, SET IN A DRILL HOLE IN CONCRETE
 AH0518'CULVERT AND IS STAMPED M 179 RESET 1974.  IT IS AT THE SOUTH END OF
 AH0518'THE WEST ABUTMENT OF CONCRETE CULVERT, ABOUT THE SAME ELEVATION AS THE
 AH0518'HIGHWAY AND IS 43 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77.
 AH0518
 AH0518                          STATION RECOVERY (1981)
 AH0518
 AH0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0518'RECOVERED THIS DATE.  NOTE-12.7 KM (7.9 MI) SOUTH ALONG U.S. HIGHWAY
 AH0518'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0518'POST OFFICE IN SARITA.
 AH0518
 AH0518                          STATION RECOVERY (2004)
 AH0518
 AH0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0646 ***********************************************************************
 CD0646  DESIGNATION -  M 18
 CD0646  PID         -  CD0646
 CD0646  STATE/COUNTY-  TX/HUDSPETH
 CD0646  USGS QUAD   -  FORT HANCOCK (1972)
 CD0646
 CD0646                         *CURRENT SURVEY CONTROL
 CD0646  ___________________________________________________________________
 CD0646* NAD 83(1986)-  31 18 03.     (N)    105 50 42.     (W)     SCALED    
 CD0646* NAVD 88     -      1096.085  (meters)    3596.07   (feet)  ADJUSTED  
 CD0646  ___________________________________________________________________
 CD0646  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CD0646  DYNAMIC HT  -        1094.367 (meters)    3590.44  (feet)  COMP
 CD0646  MODELED GRAV-     979,036.2   (mgal)                       NAVD 88
 CD0646
 CD0646  VERT ORDER  -  FIRST     CLASS II
 CD0646
 CD0646.The horizontal coordinates were scaled from a topographic map and have
 CD0646.an estimated accuracy of +/- 6 seconds.
 CD0646
 CD0646.The orthometric height was determined by differential leveling
 CD0646.and adjusted by the National Geodetic Survey in June 1991..
 CD0646
 CD0646.The geoid height was determined by GEOID03.
 CD0646
 CD0646.The dynamic height is computed by dividing the NAVD 88
 CD0646.geopotential number by the normal gravity value computed on the
 CD0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0646.degrees latitude (g = 980.6199 gals.).
 CD0646
 CD0646.The modeled gravity was interpolated from observed gravity values.
 CD0646
 CD0646;                    North         East    Units  Estimated Accuracy
 CD0646;SPC TX C     - 3,194,150.      175,540.      MT  (+/- 180 meters Scaled)
 CD0646
 CD0646                          SUPERSEDED SURVEY CONTROL
 CD0646
 CD0646  NGVD 29 (??/??/92) 1095.503  (m)         3594.16   (f) ADJ UNCH    1 2
 CD0646
 CD0646.Superseded values are not recommended for survey control.
 CD0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0646.See file dsdata.txt to determine how the superseded data were derived.
 CD0646
 CD0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ195632(NAD 83)
 CD0646_MARKER: Z = SEE DESCRIPTION
 CD0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0646+STABILITY: SURFACE MOTION
 CD0646
 CD0646  HISTORY     - Date     Condition        Report By
 CD0646  HISTORY     - UNK      MONUMENTED       CGS
 CD0646  HISTORY     - 1972     MARK NOT FOUND   USGS
 CD0646
 CD0646                          STATION DESCRIPTION
 CD0646
 CD0646'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CD0646'0.1 MI W FROM FORT HANCOCK.
 CD0646'0.1 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0646'STATION AT FORT HANCOCK, 88.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 CD0646'TRACK, 82.5 FEET NORTH OF THE NORTHEAST CORNER OF TRESTLE 776.27, 38
 CD0646'FEET NORTH OF THE CENTER OF A DRY WASH, IN THE TOP OF A STONE POST
 CD0646'WHICH PROJECTS 1.5 FEET ABOVE THE GROUND, SURROUNDED BY THE LETTERS
 CD0646'USBM.
 CD0646
 CD0646                          STATION RECOVERY (1972)
 CD0646
 CD0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CD0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0170 ***********************************************************************
 CE0170  DESIGNATION -  M 180 RESET
 CE0170  PID         -  CE0170
 CE0170  STATE/COUNTY-  TX/EL PASO
 CE0170  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0170
 CE0170                         *CURRENT SURVEY CONTROL
 CE0170  ___________________________________________________________________
 CE0170* NAD 83(1986)-  31 50 01.     (N)    106 03 36.     (W)     SCALED    
 CE0170* NAVD 88     -      1335.398  (meters)    4381.22   (feet)  ADJUSTED  
 CE0170  ___________________________________________________________________
 CE0170  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CE0170  DYNAMIC HT  -        1333.370 (meters)    4374.56  (feet)  COMP
 CE0170  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 CE0170
 CE0170  VERT ORDER  -  FIRST     CLASS II
 CE0170
 CE0170.The horizontal coordinates were scaled from a topographic map and have
 CE0170.an estimated accuracy of +/- 6 seconds.
 CE0170
 CE0170.The orthometric height was determined by differential leveling
 CE0170.and adjusted by the National Geodetic Survey in June 1991..
 CE0170
 CE0170.The geoid height was determined by GEOID03.
 CE0170
 CE0170.The dynamic height is computed by dividing the NAVD 88
 CE0170.geopotential number by the normal gravity value computed on the
 CE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0170.degrees latitude (g = 980.6199 gals.).
 CE0170
 CE0170.The modeled gravity was interpolated from observed gravity values.
 CE0170
 CE0170;                    North         East    Units  Estimated Accuracy
 CE0170;SPC TX C     - 3,254,180.      158,140.      MT  (+/- 180 meters Scaled)
 CE0170
 CE0170                          SUPERSEDED SURVEY CONTROL
 CE0170
 CE0170.No superseded survey control is available for this station.
 CE0170
 CE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR996224(NAD 83)
 CE0170_MARKER: DB = BENCH MARK DISK
 CE0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0170_SP_SET: CONCRETE POST
 CE0170_STAMPING: M 180 RESET 1954
 CE0170_MARK LOGO: CGS   
 CE0170_PROJECTION: PROJECTING 10 CENTIMETERS
 CE0170_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0170+STABILITY: SURFACE MOTION
 CE0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0170+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1992
 CE0170
 CE0170  HISTORY     - Date     Condition        Report By
 CE0170  HISTORY     - 1954     MONUMENTED       CGS
 CE0170  HISTORY     - 1958     GOOD             NGS
 CE0170  HISTORY     - 1981     GOOD             NGS
 CE0170  HISTORY     - 19921211 GOOD             NGS
 CE0170
 CE0170                          STATION DESCRIPTION
 CE0170
 CE0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0170'21.65 MI E FROM EL PASO.
 CE0170'ABOUT 21.65 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CE0170'JUNCTION OF LOOP 16 AT EL PASO, 75 FEET SOUTH OF THE CENTER LINE OF
 CE0170'THE HIGHWAY, 215 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 CE0170'BRIDGE, 1 FOOT NORTH OF A FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS
 CE0170'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CE0170'CONCRETE POST PROJECTING 4 INCHES.
 CE0170
 CE0170                          STATION RECOVERY (1981)
 CE0170
 CE0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0170'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CE0170'35.3 KM (21.9 MI) EASTERLY ALONG U. S. HIGHWAY 62 AND 180 (PAISANO
 CE0170'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0170'O.4 KM (0.25 MI) WEST OF RANCH ROAD 2775, AT A CONCRETE HIGHWAY
 CE0170'BRIDGE, 63.4 METERS (208.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 CE0170'OF THE BRIDGE, 22.6 METERS (74.0 FT) SOUTH OF THE CENTERLINE OF
 CE0170'THE HIGHWAY AND 0.3 METER (1.0 FT) NORTH OF A FENCE.
 CE0170'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CE0170
 CE0170                          STATION RECOVERY (1992)
 CE0170
 CE0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0170'35.0 KM (21.75 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0170'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 65.5 M (214.9 FT)
 CE0170'SOUTHWEST OF THE SOUTHWEST CORNER OF A HIGHWAY BRIDGE SPANNING A DRY
 CE0170'CREEK, 22.5 M (73.8 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 CE0170'CENTERLINE, 0.4 M (1.3 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) EAST OF A
 CE0170'WITNESS POST, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE
 CE0170'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0401 ***********************************************************************
 CD0401  DESIGNATION -  M 181
 CD0401  PID         -  CD0401
 CD0401  STATE/COUNTY-  TX/HUDSPETH
 CD0401  USGS QUAD   -  MICKEY DRAW WEST (1984)
 CD0401
 CD0401                         *CURRENT SURVEY CONTROL
 CD0401  ___________________________________________________________________
 CD0401* NAD 83(1986)-  31 45 08.     (N)    105 19 08.     (W)     SCALED    
 CD0401* NAVD 88     -      1234.088  (meters)    4048.84   (feet)  ADJUSTED  
 CD0401  ___________________________________________________________________
 CD0401  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0401  DYNAMIC HT  -        1232.238 (meters)    4042.77  (feet)  COMP
 CD0401  MODELED GRAV-     979,098.3   (mgal)                       NAVD 88
 CD0401
 CD0401  VERT ORDER  -  FIRST     CLASS I
 CD0401
 CD0401.The horizontal coordinates were scaled from a topographic map and have
 CD0401.an estimated accuracy of +/- 6 seconds.
 CD0401
 CD0401.The orthometric height was determined by differential leveling
 CD0401.and adjusted by the National Geodetic Survey in June 1991..
 CD0401
 CD0401.The geoid height was determined by GEOID03.
 CD0401
 CD0401.The dynamic height is computed by dividing the NAVD 88
 CD0401.geopotential number by the normal gravity value computed on the
 CD0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0401.degrees latitude (g = 980.6199 gals.).
 CD0401
 CD0401.The modeled gravity was interpolated from observed gravity values.
 CD0401
 CD0401;                    North         East    Units  Estimated Accuracy
 CD0401;SPC TX C     - 3,241,790.      227,810.      MT  (+/- 180 meters Scaled)
 CD0401
 CD0401                          SUPERSEDED SURVEY CONTROL
 CD0401
 CD0401  NGVD 29 (??/??/92) 1233.556  (m)         4047.09   (f) ADJ UNCH    1 1
 CD0401
 CD0401.Superseded values are not recommended for survey control.
 CD0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0401.See file dsdata.txt to determine how the superseded data were derived.
 CD0401
 CD0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR697130(NAD 83)
 CD0401_MARKER: DB = BENCH MARK DISK
 CD0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0401_STAMPING: M 181 1933
 CD0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0401+STABILITY: SURFACE MOTION
 CD0401
 CD0401  HISTORY     - Date     Condition        Report By
 CD0401  HISTORY     - 1933     MONUMENTED       CGS
 CD0401  HISTORY     - 1958     GOOD             NGS
 CD0401  HISTORY     - 1977     GOOD             NGS
 CD0401
 CD0401                          STATION DESCRIPTION
 CD0401
 CD0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0401'65.35 MI E FROM EL PASO.
 CD0401'ABOUT 65.35 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0401'JUNCTION OF LOOP 16 AT EL PASO, 60 FEET SOUTH OF THE CENTER LINE OF
 CD0401'THE HIGHWAY, ABOUT 0.3 MILE WEST OF THE CROSSING OF A POWER LINE, 6
 CD0401'1/2 FEET SOUTH OF A FENCE, 1 1/2 FEET EAST OF A CONCRETE WITNESS POST,
 CD0401'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CD0401'PROJECTING 1 1/2 FEET.
 CD0401
 CD0401                          STATION RECOVERY (1977)
 CD0401
 CD0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0401'37.85 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0401'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 7.05 WEST OF THE
 CD0401'JUNCTION OF FARM ROAD 1437, 3.0 MILES EAST OF THE JUNCTION OF RANCH
 CD0401'ROAD 1111, 0.4 MILE WEST OF A POWER LINE CROSSING, 60 FT. SOUTH
 CD0401'OF THE CENTER LINE OF THE HIGHWAY, 6.5 FT. OF THE RIGHT OF WAY
 CD0401'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0277 ***********************************************************************
 CV0277  DESIGNATION -  M 182
 CV0277  PID         -  CV0277
 CV0277  STATE/COUNTY-  TX/GAINES
 CV0277  USGS QUAD   -  HOBBS EAST (1979)
 CV0277
 CV0277                         *CURRENT SURVEY CONTROL
 CV0277  ___________________________________________________________________
 CV0277* NAD 83(1986)-  32 43 36.     (N)    103 01 51.     (W)     SCALED    
 CV0277* NAVD 88     -      1098.580  (meters)    3604.26   (feet)  ADJUSTED  
 CV0277  ___________________________________________________________________
 CV0277  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 CV0277  DYNAMIC HT  -        1097.106 (meters)    3599.42  (feet)  COMP
 CV0277  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 CV0277
 CV0277  VERT ORDER  -  FIRST     CLASS II
 CV0277
 CV0277.The horizontal coordinates were scaled from a topographic map and have
 CV0277.an estimated accuracy of +/- 6 seconds.
 CV0277
 CV0277.The orthometric height was determined by differential leveling
 CV0277.and adjusted by the National Geodetic Survey in June 1991..
 CV0277
 CV0277.The geoid height was determined by GEOID03.
 CV0277
 CV0277.The dynamic height is computed by dividing the NAVD 88
 CV0277.geopotential number by the normal gravity value computed on the
 CV0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0277.degrees latitude (g = 980.6199 gals.).
 CV0277
 CV0277.The modeled gravity was interpolated from observed gravity values.
 CV0277
 CV0277;                    North         East    Units  Estimated Accuracy
 CV0277;SPC TXNC     - 2,126,700.      175,460.      MT  (+/- 180 meters Scaled)
 CV0277
 CV0277                          SUPERSEDED SURVEY CONTROL
 CV0277
 CV0277  NGVD 29 (??/??/92) 1098.246  (m)         3603.16   (f) ADJ UNCH    1 2
 CV0277
 CV0277.Superseded values are not recommended for survey control.
 CV0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0277.See file dsdata.txt to determine how the superseded data were derived.
 CV0277
 CV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS845227(NAD 83)
 CV0277_MARKER: DB = BENCH MARK DISK
 CV0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0277_STAMPING: M 182 1933
 CV0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0277+STABILITY: SURFACE MOTION
 CV0277
 CV0277  HISTORY     - Date     Condition        Report By
 CV0277  HISTORY     - 1933     MONUMENTED       CGS
 CV0277  HISTORY     - 1972     GOOD             NGS
 CV0277  HISTORY     - 1978     POOR             DOD
 CV0277
 CV0277                          STATION DESCRIPTION
 CV0277
 CV0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CV0277'5 MI E FROM HOBBS, NM.
 CV0277'FROM THE COURTHOUSE IN SEMINOLE, GO WEST ON U.S. HIGHWAYS 62 AND 180
 CV0277'FOR 16.9 MILES TO A ROAD-SIDE PARK OR REST AREA ON THE LEFT. CONTINUE
 CV0277'WEST ON U.S. HIGHWAYS 62 AND 180 FOR 5.3 MILES TO MARK ON THE LEFT. A
 CV0277'STANDARD BENCH MARK DISK, SET IN THE TOP OF A SQUARE CONCRETE POST,
 CV0277'THAT PROJECTS 2-INCHES AND IS STAMPED M 182 1933.  IT IS 320 FEET EAST
 CV0277'OF A FENCE-CORNER, WHICH IS A OFF-SET IN FENCE-LINE, 104 FEET SOUTH OF
 CV0277'THE CENTER-LINE OF HIGHWAY, 98 FEET EAST OF A HIGH-LINE POLE, 6 FEET
 CV0277'NORTH OF THE FENCE-LINE AND 5.6 FEET NORTH OF A METAL WITNESS POST.
 CV0277'NOTE-- THIS IS 2.6 MILES BEFORE REACHING THE TEXAS-NEW MEXICO STATE
 CV0277'LINE.
 CV0277
 CV0277                          STATION RECOVERY (1978)
 CV0277
 CV0277'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CV0277'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1419 ***********************************************************************
 CS1419  DESIGNATION -  M 184
 CS1419  PID         -  CS1419
 CS1419  STATE/COUNTY-  TX/DALLAS
 CS1419  USGS QUAD   -  MESQUITE (1973)
 CS1419
 CS1419                         *CURRENT SURVEY CONTROL
 CS1419  ___________________________________________________________________
 CS1419* NAD 83(1986)-  32 46 21.     (N)    096 37 30.     (W)     SCALED    
 CS1419* NAVD 88     -       136.800  (meters)     448.82   (feet)  ADJUSTED  
 CS1419  ___________________________________________________________________
 CS1419  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CS1419  DYNAMIC HT  -         136.647 (meters)     448.32  (feet)  COMP
 CS1419  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 CS1419
 CS1419  VERT ORDER  -  SECOND    CLASS 0
 CS1419
 CS1419.The horizontal coordinates were scaled from a topographic map and have
 CS1419.an estimated accuracy of +/- 6 seconds.
 CS1419
 CS1419.The orthometric height was determined by differential leveling
 CS1419.and adjusted by the National Geodetic Survey in June 1991..
 CS1419
 CS1419.The geoid height was determined by GEOID03.
 CS1419
 CS1419.The dynamic height is computed by dividing the NAVD 88
 CS1419.geopotential number by the normal gravity value computed on the
 CS1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1419.degrees latitude (g = 980.6199 gals.).
 CS1419
 CS1419.The modeled gravity was interpolated from observed gravity values.
 CS1419
 CS1419;                    North         East    Units  Estimated Accuracy
 CS1419;SPC TXNC     - 2,124,190.      775,640.      MT  (+/- 180 meters Scaled)
 CS1419
 CS1419                          SUPERSEDED SURVEY CONTROL
 CS1419
 CS1419  NGVD 29 (??/??/92)  136.812  (m)          448.86   (f) ADJ UNCH    2 0
 CS1419
 CS1419.Superseded values are not recommended for survey control.
 CS1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1419.See file dsdata.txt to determine how the superseded data were derived.
 CS1419
 CS1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB224285(NAD 83)
 CS1419_MARKER: DB = BENCH MARK DISK
 CS1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1419_STAMPING: M 184 1952
 CS1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1419+STABILITY: SURFACE MOTION
 CS1419
 CS1419  HISTORY     - Date     Condition        Report By
 CS1419  HISTORY     - 1952     MONUMENTED       CGS
 CS1419  HISTORY     - 1958     POOR             NGS
 CS1419  HISTORY     - 19910624 MARK NOT FOUND   USPSQD
 CS1419  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1419
 CS1419                          STATION DESCRIPTION
 CS1419
 CS1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1419'1.2 MI W FROM MESQUITE.
 CS1419'1.2 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1419'AT MESQUITE, 0.35 MILE EAST OF MILEPOST 204, ACROSS THE TRACK FROM A
 CS1419'TILE FACTORY, 102 FEET NORTH OF THE NORTH RAIL, 72 FEET NORTHEAST OF A
 CS1419'TELEPHONE POLE, 66 FEET WEST OF THE CENTER OF A WOODEN GATE, 1 FOOT
 CS1419'SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, 4 FEET BELOW THE TOP
 CS1419'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CS1419'FOOT ABOVE THE GROUND.
 CS1419
 CS1419                          STATION RECOVERY (1958)
 CS1419
 CS1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1419'MARK RECOVERED IN POOR CONDITION.
 CS1419
 CS1419                          STATION RECOVERY (1991)
 CS1419
 CS1419'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1419'MARK NOT FOUND.
 CS1419
 CS1419                          STATION RECOVERY (2000)
 CS1419
 CS1419'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0897 ***********************************************************************
 CR0897  DESIGNATION -  M 185
 CR0897  PID         -  CR0897
 CR0897  STATE/COUNTY-  TX/VAN ZANDT
 CR0897  USGS QUAD   -  EDGEWOOD (1981)
 CR0897
 CR0897                         *CURRENT SURVEY CONTROL
 CR0897  ___________________________________________________________________
 CR0897* NAD 83(1986)-  32 42 09.     (N)    095 55 59.     (W)     SCALED    
 CR0897* NAVD 88     -       148.161  (meters)     486.09   (feet)  ADJUSTED  
 CR0897  ___________________________________________________________________
 CR0897  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CR0897  DYNAMIC HT  -         147.994 (meters)     485.54  (feet)  COMP
 CR0897  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CR0897
 CR0897  VERT ORDER  -  SECOND    CLASS 0
 CR0897
 CR0897.The horizontal coordinates were scaled from a topographic map and have
 CR0897.an estimated accuracy of +/- 6 seconds.
 CR0897
 CR0897.The orthometric height was determined by differential leveling
 CR0897.and adjusted by the National Geodetic Survey in June 1991..
 CR0897
 CR0897.The geoid height was determined by GEOID03.
 CR0897
 CR0897.The dynamic height is computed by dividing the NAVD 88
 CR0897.geopotential number by the normal gravity value computed on the
 CR0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0897.degrees latitude (g = 980.6199 gals.).
 CR0897
 CR0897.The modeled gravity was interpolated from observed gravity values.
 CR0897
 CR0897;                    North         East    Units  Estimated Accuracy
 CR0897;SPC TXNC     - 2,117,800.      840,640.      MT  (+/- 180 meters Scaled)
 CR0897
 CR0897                          SUPERSEDED SURVEY CONTROL
 CR0897
 CR0897  NGVD 29 (??/??/92)  148.176  (m)          486.14   (f) ADJ UNCH    2 0
 CR0897
 CR0897.Superseded values are not recommended for survey control.
 CR0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0897.See file dsdata.txt to determine how the superseded data were derived.
 CR0897
 CR0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS250221(NAD 83)
 CR0897_MARKER: DB = BENCH MARK DISK
 CR0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0897_STAMPING: M 185 1952
 CR0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0897+STABILITY: SURFACE MOTION
 CR0897
 CR0897  HISTORY     - Date     Condition        Report By
 CR0897  HISTORY     - 1952     MONUMENTED       CGS
 CR0897  HISTORY     - 1988     GOOD             USPSQD
 CR0897  HISTORY     - 19880910 GOOD             USPSQD
 CR0897  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0897
 CR0897                          STATION DESCRIPTION
 CR0897
 CR0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CR0897'2.8 MI W FROM EDGEWOOD.
 CR0897'2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CR0897'AT EDGEWOOD, 120 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING,
 CR0897'115 FEET NORTH OF THE NORTH RAIL, 31 FEET WEST OF THE CENTER LINE OF A
 CR0897'DIRT ROAD, 1.5 FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST,
 CR0897'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 CR0897'GROUND.
 CR0897
 CR0897                          STATION RECOVERY (1988)
 CR0897
 CR0897'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CR0897'RECOVERED IN GOOD CONDITION.
 CR0897
 CR0897                          STATION RECOVERY (1988)
 CR0897
 CR0897'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR0897'RECOVERED IN GOOD CONDITION.
 CR0897
 CR0897                          STATION RECOVERY (1995)
 CR0897
 CR0897'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0333 ***********************************************************************
 DO0333  DESIGNATION -  M 186
 DO0333  PID         -  DO0333
 DO0333  STATE/COUNTY-  TX/ARCHER
 DO0333  USGS QUAD   -  ARCHER CITY WEST (1964)
 DO0333
 DO0333                         *CURRENT SURVEY CONTROL
 DO0333  ___________________________________________________________________
 DO0333* NAD 83(1986)-  33 33 46.     (N)    098 38 08.     (W)     SCALED    
 DO0333* NAVD 88     -       323.131  (meters)    1060.14   (feet)  ADJUSTED  
 DO0333  ___________________________________________________________________
 DO0333  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DO0333  DYNAMIC HT  -         322.765 (meters)    1058.94  (feet)  COMP
 DO0333  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 DO0333
 DO0333  VERT ORDER  -  SECOND    CLASS 0
 DO0333
 DO0333.The horizontal coordinates were scaled from a topographic map and have
 DO0333.an estimated accuracy of +/- 6 seconds.
 DO0333
 DO0333.The orthometric height was determined by differential leveling
 DO0333.and adjusted by the National Geodetic Survey in June 1991..
 DO0333
 DO0333.The geoid height was determined by GEOID03.
 DO0333
 DO0333.The dynamic height is computed by dividing the NAVD 88
 DO0333.geopotential number by the normal gravity value computed on the
 DO0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0333.degrees latitude (g = 980.6199 gals.).
 DO0333
 DO0333.The modeled gravity was interpolated from observed gravity values.
 DO0333
 DO0333;                    North         East    Units  Estimated Accuracy
 DO0333;SPC TXNC     - 2,210,270.      587,410.      MT  (+/- 180 meters Scaled)
 DO0333
 DO0333                          SUPERSEDED SURVEY CONTROL
 DO0333
 DO0333  NGVD 29 (??/??/92)  323.036  (m)         1059.83   (f) ADJ UNCH    2 0
 DO0333
 DO0333.Superseded values are not recommended for survey control.
 DO0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0333.See file dsdata.txt to determine how the superseded data were derived.
 DO0333
 DO0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC338137(NAD 83)
 DO0333_MARKER: DB = BENCH MARK DISK
 DO0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0333_STAMPING: M 186 1933
 DO0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0333+STABILITY: SURFACE MOTION
 DO0333
 DO0333  HISTORY     - Date     Condition        Report By
 DO0333  HISTORY     - 1933     MONUMENTED       CGS
 DO0333  HISTORY     - 1961     GOOD             NGS
 DO0333
 DO0333                          STATION DESCRIPTION
 DO0333
 DO0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0333'2.35 MI S FROM ARCHER CITY.
 DO0333'ABOUT 2.35 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE COURTHOUSE AT
 DO0333'ARCHER CITY, 129 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 DO0333'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 40 FEET EAST OF THE
 DO0333'CENTER LINE OF THE ABANDONED WICHITA FALLS AND SOUTHWESTERN RAILROAD,
 DO0333'14 FEET NORTH OF A TELEPHONE POLE, 5 FEET WEST OF A FENCE, 1.5 FEET
 DO0333'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 DO0333'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0416 ***********************************************************************
 DO0416  DESIGNATION -  M 187
 DO0416  PID         -  DO0416
 DO0416  STATE/COUNTY-  TX/BAYLOR
 DO0416  USGS QUAD   -  SEYMOUR WEST (1966)
 DO0416
 DO0416                         *CURRENT SURVEY CONTROL
 DO0416  ___________________________________________________________________
 DO0416* NAD 83(1986)-  33 35 25.     (N)    099 15 42.     (W)     SCALED    
 DO0416* NAVD 88     -       393.915  (meters)    1292.37   (feet)  ADJUSTED  
 DO0416  ___________________________________________________________________
 DO0416  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DO0416  DYNAMIC HT  -         393.462 (meters)    1290.88  (feet)  COMP
 DO0416  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 DO0416
 DO0416  VERT ORDER  -  SECOND    CLASS 0
 DO0416
 DO0416.The horizontal coordinates were scaled from a topographic map and have
 DO0416.an estimated accuracy of +/- 6 seconds.
 DO0416
 DO0416.The orthometric height was determined by differential leveling
 DO0416.and adjusted by the National Geodetic Survey in June 1991..
 DO0416
 DO0416.The geoid height was determined by GEOID03.
 DO0416
 DO0416.The dynamic height is computed by dividing the NAVD 88
 DO0416.geopotential number by the normal gravity value computed on the
 DO0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0416.degrees latitude (g = 980.6199 gals.).
 DO0416
 DO0416.The modeled gravity was interpolated from observed gravity values.
 DO0416
 DO0416;                    North         East    Units  Estimated Accuracy
 DO0416;SPC TXNC     - 2,213,570.      529,300.      MT  (+/- 180 meters Scaled)
 DO0416
 DO0416                          SUPERSEDED SURVEY CONTROL
 DO0416
 DO0416  NGVD 29 (??/??/92)  393.793  (m)         1291.97   (f) ADJ UNCH    2 0
 DO0416
 DO0416.Superseded values are not recommended for survey control.
 DO0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0416.See file dsdata.txt to determine how the superseded data were derived.
 DO0416
 DO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC757167(NAD 83)
 DO0416_MARKER: DB = BENCH MARK DISK
 DO0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0416_SP_SET: BUILDING
 DO0416_STAMPING: M-187 1933
 DO0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0416
 DO0416  HISTORY     - Date     Condition        Report By
 DO0416  HISTORY     - 1933     MONUMENTED       CGS
 DO0416  HISTORY     - 1957     GOOD             NGS
 DO0416
 DO0416                          STATION DESCRIPTION
 DO0416
 DO0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0416'IN SEYMOUR.
 DO0416'IN NORTHEAST CORNER OF CHAMBER OF COMMERCE BUILDING, BELOW CORNER
 DO0416'STONE.  SET VERTICAL.
 DO0416
 DO0416                          STATION RECOVERY (1957)
 DO0416
 DO0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0357 ***********************************************************************
 CT0357  DESIGNATION -  M 188
 CT0357  PID         -  CT0357
 CT0357  STATE/COUNTY-  TX/SHACKELFORD
 CT0357  USGS QUAD   -  MORAN (1965)
 CT0357
 CT0357                         *CURRENT SURVEY CONTROL
 CT0357  ___________________________________________________________________
 CT0357* NAD 83(1986)-  32 31 20.     (N)    099 08 59.     (W)     SCALED    
 CT0357* NAVD 88     -       423.530  (meters)    1389.53   (feet)  ADJUSTED  
 CT0357  ___________________________________________________________________
 CT0357  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CT0357  DYNAMIC HT  -         422.988 (meters)    1387.75  (feet)  COMP
 CT0357  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 CT0357
 CT0357  VERT ORDER  -  SECOND    CLASS 0
 CT0357
 CT0357.The horizontal coordinates were scaled from a topographic map and have
 CT0357.an estimated accuracy of +/- 6 seconds.
 CT0357
 CT0357.The orthometric height was determined by differential leveling
 CT0357.and adjusted by the National Geodetic Survey in June 1991..
 CT0357
 CT0357.The geoid height was determined by GEOID03.
 CT0357
 CT0357.The dynamic height is computed by dividing the NAVD 88
 CT0357.geopotential number by the normal gravity value computed on the
 CT0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0357.degrees latitude (g = 980.6199 gals.).
 CT0357
 CT0357.The modeled gravity was interpolated from observed gravity values.
 CT0357
 CT0357;                    North         East    Units  Estimated Accuracy
 CT0357;SPC TXNC     - 2,095,060.      538,960.      MT  (+/- 180 meters Scaled)
 CT0357
 CT0357                          SUPERSEDED SURVEY CONTROL
 CT0357
 CT0357  NGVD 29 (??/??/92)  423.399  (m)         1389.10   (f) ADJ UNCH    2 0
 CT0357
 CT0357.Superseded values are not recommended for survey control.
 CT0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0357.See file dsdata.txt to determine how the superseded data were derived.
 CT0357
 CT0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA859983(NAD 83)
 CT0357_MARKER: DB = BENCH MARK DISK
 CT0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0357_STAMPING: M 188 1933
 CT0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0357+STABILITY: SURFACE MOTION
 CT0357
 CT0357  HISTORY     - Date     Condition        Report By
 CT0357  HISTORY     - 1933     MONUMENTED       CGS
 CT0357  HISTORY     - 1957     MARK NOT FOUND   NGS
 CT0357
 CT0357                          STATION DESCRIPTION
 CT0357
 CT0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0357'1.8 MI SE FROM MORAN.
 CT0357'1.8 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0357'FROM MORAN, SHACKELFORD COUNTY, 0.2 MILE NORTHWEST OF MILEPOST 171,
 CT0357'100 FEET NORTHWEST OF A LANE CROSSING, 47 FEET SOUTHWEST OF THE
 CT0357'CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0252 ***********************************************************************
 DO0252  DESIGNATION -  M 189
 DO0252  PID         -  DO0252
 DO0252  STATE/COUNTY-  TX/YOUNG
 DO0252  USGS QUAD   -  LAKE EDDLEMAN (1981)
 DO0252
 DO0252                         *CURRENT SURVEY CONTROL
 DO0252  ___________________________________________________________________
 DO0252* NAD 83(1986)-  33 07 41.     (N)    098 31 25.     (W)     SCALED    
 DO0252* NAVD 88     -       344.762  (meters)    1131.11   (feet)  ADJUSTED  
 DO0252  ___________________________________________________________________
 DO0252  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DO0252  DYNAMIC HT  -         344.349 (meters)    1129.75  (feet)  COMP
 DO0252  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 DO0252
 DO0252  VERT ORDER  -  SECOND    CLASS 0
 DO0252
 DO0252.The horizontal coordinates were scaled from a topographic map and have
 DO0252.an estimated accuracy of +/- 6 seconds.
 DO0252
 DO0252.The orthometric height was determined by differential leveling
 DO0252.and adjusted by the National Geodetic Survey in June 1991..
 DO0252
 DO0252.The geoid height was determined by GEOID03.
 DO0252
 DO0252.The dynamic height is computed by dividing the NAVD 88
 DO0252.geopotential number by the normal gravity value computed on the
 DO0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0252.degrees latitude (g = 980.6199 gals.).
 DO0252
 DO0252.The modeled gravity was interpolated from observed gravity values.
 DO0252
 DO0252;                    North         East    Units  Estimated Accuracy
 DO0252;SPC TXNC     - 2,162,050.      597,800.      MT  (+/- 180 meters Scaled)
 DO0252
 DO0252                          SUPERSEDED SURVEY CONTROL
 DO0252
 DO0252  NGVD 29 (??/??/92)  344.672  (m)         1130.81   (f) ADJ UNCH    2 0
 DO0252
 DO0252.Superseded values are not recommended for survey control.
 DO0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0252.See file dsdata.txt to determine how the superseded data were derived.
 DO0252
 DO0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB444655(NAD 83)
 DO0252_MARKER: DB = BENCH MARK DISK
 DO0252_SETTING: 66 = SET IN ROCK OUTCROP
 DO0252_SP_SET: OUTCROP
 DO0252_STAMPING: M-189 1933
 DO0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0252+STABILITY: POSITION/ELEVATION WELL
 DO0252
 DO0252  HISTORY     - Date     Condition        Report By
 DO0252  HISTORY     - 1933     MONUMENTED       CGS
 DO0252  HISTORY     - 1957     GOOD             NGS
 DO0252  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0252
 DO0252                          STATION DESCRIPTION
 DO0252
 DO0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0252'4.6 MI E FROM GRAHAM.
 DO0252'4.6 MILE EAST OF, ALONG CHICAGO, ROCK ISLAND AND GULF R.R. NEAR MILE
 DO0252'POST 50, 180 FEET SOUTH OF CENTER OF TRACK AND 126 FEET SOUTH OF
 DO0252'FENCE.  NOTE-- BM IS S OF FIRST POLE E OF M.P. 52.
 DO0252
 DO0252                          STATION RECOVERY (1957)
 DO0252
 DO0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0252'RECOVERED IN GOOD CONDITION.
 DO0252
 DO0252                          STATION RECOVERY (2005)
 DO0252
 DO0252'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0854 ***********************************************************************
 AB0854  DESIGNATION -  M 19
 AB0854  PID         -  AB0854
 AB0854  STATE/COUNTY-  TX/CAMERON
 AB0854  USGS QUAD   -  OLMITO (1983)
 AB0854
 AB0854                         *CURRENT SURVEY CONTROL
 AB0854  ___________________________________________________________________
 AB0854* NAD 83(1986)-  26 01 13.     (N)    097 36 53.     (W)     SCALED    
 AB0854* NAVD 88     -        12.926  (meters)      42.41   (feet)  ADJUSTED  
 AB0854  ___________________________________________________________________
 AB0854  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 AB0854  DYNAMIC HT  -          12.905 (meters)      42.34  (feet)  COMP
 AB0854  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 AB0854
 AB0854  VERT ORDER  -  SECOND    CLASS 0
 AB0854
 AB0854.The horizontal coordinates were scaled from a topographic map and have
 AB0854.an estimated accuracy of +/- 6 seconds.
 AB0854
 AB0854.The orthometric height was determined by differential leveling
 AB0854.and adjusted by the National Geodetic Survey in June 1991..
 AB0854
 AB0854.The geoid height was determined by GEOID03.
 AB0854
 AB0854.The dynamic height is computed by dividing the NAVD 88
 AB0854.geopotential number by the normal gravity value computed on the
 AB0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0854.degrees latitude (g = 980.6199 gals.).
 AB0854
 AB0854.The modeled gravity was interpolated from observed gravity values.
 AB0854
 AB0854;                    North         East    Units  Estimated Accuracy
 AB0854;SPC TX S     - 5,039,490.      388,620.      MT  (+/- 180 meters Scaled)
 AB0854
 AB0854                          SUPERSEDED SURVEY CONTROL
 AB0854
 AB0854  NGVD 29 (??/??/92)   13.02   (m)           42.7    (f) COMPUTED    2 0
 AB0854
 AB0854.Superseded values are not recommended for survey control.
 AB0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0854.See file dsdata.txt to determine how the superseded data were derived.
 AB0854
 AB0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP386786(NAD 83)
 AB0854_MARKER: DD = SURVEY DISK
 AB0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0854_SP_SET: CULVERT
 AB0854_STAMPING: M 19 42.73
 AB0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0854
 AB0854  HISTORY     - Date     Condition        Report By
 AB0854  HISTORY     - UNK      MONUMENTED
 AB0854  HISTORY     - 1942     GOOD             NGS
 AB0854  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0854
 AB0854                          STATION DESCRIPTION
 AB0854
 AB0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0854'10.9 MI NW FROM BROWNSVILLE.
 AB0854'10.9 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH
 AB0854'SCHOOL AT BROWNSVILLE, CAMERON COUNTY, AT THE INTERSECTION OF A DIRT
 AB0854'ROAD, 81 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 22 FEET SOUTH
 AB0854'OF THE CENTERLINE OF THE HIGHWAY, AT A 3- BY 6-FOOT CONCRETE-BOX
 AB0854'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH
 AB0854'HEADWALL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A CAMERON COUNTY
 AB0854'STANDARD DISK, STAMPED M 19 42.73.
 AB0854
 AB0854                          STATION RECOVERY (1987)
 AB0854
 AB0854'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0869 ***********************************************************************
 FL0869  DESIGNATION -  M 19
 FL0869  PID         -  FL0869
 FL0869  STATE/COUNTY-  TX/CARSON
 FL0869  USGS QUAD   -  LARK (1983)
 FL0869
 FL0869                         *CURRENT SURVEY CONTROL
 FL0869  ___________________________________________________________________
 FL0869* NAD 83(1986)-  35 12 25.     (N)    101 10 22.     (W)     SCALED    
 FL0869* NAVD 88     -      1008.277  (meters)    3307.99   (feet)  ADJUSTED  
 FL0869  ___________________________________________________________________
 FL0869  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL0869  DYNAMIC HT  -        1007.103 (meters)    3304.14  (feet)  COMP
 FL0869  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 FL0869
 FL0869  VERT ORDER  -  FIRST     CLASS II
 FL0869
 FL0869.The horizontal coordinates were scaled from a topographic map and have
 FL0869.an estimated accuracy of +/- 6 seconds.
 FL0869
 FL0869.The orthometric height was determined by differential leveling
 FL0869.and adjusted by the National Geodetic Survey in June 1991..
 FL0869
 FL0869.The geoid height was determined by GEOID03.
 FL0869
 FL0869.The dynamic height is computed by dividing the NAVD 88
 FL0869.geopotential number by the normal gravity value computed on the
 FL0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0869.degrees latitude (g = 980.6199 gals.).
 FL0869
 FL0869.The modeled gravity was interpolated from observed gravity values.
 FL0869
 FL0869;                    North         East    Units  Estimated Accuracy
 FL0869;SPC TX N     - 1,133,940.      229,790.      MT  (+/- 180 meters Scaled)
 FL0869
 FL0869                          SUPERSEDED SURVEY CONTROL
 FL0869
 FL0869  NGVD 29 (??/??/92) 1007.804  (m)         3306.44   (f) ADJ UNCH    1 2
 FL0869
 FL0869.Superseded values are not recommended for survey control.
 FL0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0869.See file dsdata.txt to determine how the superseded data were derived.
 FL0869
 FL0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD022981(NAD 83)
 FL0869_MARKER: P = PIPE CAP
 FL0869_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0869_SP_SET: SHALLOW-SET PIPE
 FL0869_STAMPING: M 19 1934 3306.437
 FL0869_MARK LOGO: CGS   
 FL0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0869
 FL0869  HISTORY     - Date     Condition        Report By
 FL0869  HISTORY     - 1934     MONUMENTED       CGS
 FL0869  HISTORY     - 1943     GOOD             NGS
 FL0869  HISTORY     - 1984     GOOD             NGS
 FL0869
 FL0869                          STATION DESCRIPTION
 FL0869
 FL0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0869'3.8 MI W FROM GROOM.
 FL0869'3.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0869'FROM THE STATION AT GROOM, CARSON COUNTY, 3.5 MILES EAST OF LARK,
 FL0869'ABOUT 300 FEET WEST OF POLE 723, 16 YARDS NORTH OF THE CENTERLINE OF
 FL0869'THE TRACK, AND 11 YARDS SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 66. A
 FL0869'STANDARD CAP, STAMPED EL 3303.437 FT M 19 1934 AND FASTENED ON THE TOP
 FL0869'OF A 3-1/2-INCH IRON PIPE PROJECTING 2 FEET ABOVE GROUND.
 FL0869
 FL0869                          STATION RECOVERY (1984)
 FL0869
 FL0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0869'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0869'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0869'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 24.6 KM (15.3 MI)
 FL0869'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0793 ***********************************************************************
 DN0793  DESIGNATION -  M 190
 DN0793  PID         -  DN0793
 DN0793  STATE/COUNTY-  TX/WISE
 DN0793  USGS QUAD   -  BRIDGEPORT WEST (1978)
 DN0793
 DN0793                         *CURRENT SURVEY CONTROL
 DN0793  ___________________________________________________________________
 DN0793* NAD 83(1986)-  33 10 27.     (N)    097 51 13.     (W)     SCALED    
 DN0793* NAVD 88     -       247.001  (meters)     810.37   (feet)  ADJUSTED  
 DN0793  ___________________________________________________________________
 DN0793  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DN0793  DYNAMIC HT  -         246.715 (meters)     809.43  (feet)  COMP
 DN0793  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 DN0793
 DN0793  VERT ORDER  -  SECOND    CLASS 0
 DN0793
 DN0793.The horizontal coordinates were scaled from a topographic map and have
 DN0793.an estimated accuracy of +/- 6 seconds.
 DN0793
 DN0793.The orthometric height was determined by differential leveling
 DN0793.and adjusted by the National Geodetic Survey in June 1991..
 DN0793
 DN0793.The geoid height was determined by GEOID03.
 DN0793
 DN0793.The dynamic height is computed by dividing the NAVD 88
 DN0793.geopotential number by the normal gravity value computed on the
 DN0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0793.degrees latitude (g = 980.6199 gals.).
 DN0793
 DN0793.The modeled gravity was interpolated from observed gravity values.
 DN0793
 DN0793;                    North         East    Units  Estimated Accuracy
 DN0793;SPC TXNC     - 2,167,350.      660,280.      MT  (+/- 180 meters Scaled)
 DN0793
 DN0793                          SUPERSEDED SURVEY CONTROL
 DN0793
 DN0793  NGVD 29 (??/??/92)  246.895  (m)          810.02   (f) ADJ UNCH    2 0
 DN0793
 DN0793.Superseded values are not recommended for survey control.
 DN0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0793.See file dsdata.txt to determine how the superseded data were derived.
 DN0793
 DN0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB068711(NAD 83)
 DN0793_MARKER: DB = BENCH MARK DISK
 DN0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0793_SP_SET: PIER
 DN0793_STAMPING: M-190 1933
 DN0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0793
 DN0793  HISTORY     - Date     Condition        Report By
 DN0793  HISTORY     - 1933     MONUMENTED       CGS
 DN0793  HISTORY     - 1949     MARK NOT FOUND   NGS
 DN0793  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0793
 DN0793                          STATION DESCRIPTION
 DN0793
 DN0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0793'6.5 MI W FROM BRIDGEPORT.
 DN0793'6.5 MILES WEST OF, ALONG CHICAGO, ROCK ISLAND AND GULF R.R. AT
 DN0793'RAILROAD BRIDGE, SET IN EAST PIER ON SOUTH SIDE OF TRACK, TOP OF PIER.
 DN0793'NOTE-- RR IS ABANDONED AND BRIDGE IS UNDER WATER.
 DN0793
 DN0793                          STATION RECOVERY (1949)
 DN0793
 DN0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DN0793'MARK NOT FOUND.
 DN0793
 DN0793                          STATION RECOVERY (1997)
 DN0793
 DN0793'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0298 ***********************************************************************
 CT0298  DESIGNATION -  M 191
 CT0298  PID         -  CT0298
 CT0298  STATE/COUNTY-  TX/STEPHENS
 CT0298  USGS QUAD   -  ELIASVILLE (1981)
 CT0298
 CT0298                         *CURRENT SURVEY CONTROL
 CT0298  ___________________________________________________________________
 CT0298* NAD 83(1986)-  32 55 54.     (N)    098 47 00.     (W)     SCALED    
 CT0298* NAVD 88     -       339.428  (meters)    1113.61   (feet)  ADJUSTED  
 CT0298  ___________________________________________________________________
 CT0298  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CT0298  DYNAMIC HT  -         339.014 (meters)    1112.25  (feet)  COMP
 CT0298  MODELED GRAV-     979,407.3   (mgal)                       NAVD 88
 CT0298
 CT0298  VERT ORDER  -  SECOND    CLASS 0
 CT0298
 CT0298.The horizontal coordinates were scaled from a topographic map and have
 CT0298.an estimated accuracy of +/- 6 seconds.
 CT0298
 CT0298.The orthometric height was determined by differential leveling
 CT0298.and adjusted by the National Geodetic Survey in June 1991..
 CT0298
 CT0298.The geoid height was determined by GEOID03.
 CT0298
 CT0298.The dynamic height is computed by dividing the NAVD 88
 CT0298.geopotential number by the normal gravity value computed on the
 CT0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0298.degrees latitude (g = 980.6199 gals.).
 CT0298
 CT0298.The modeled gravity was interpolated from observed gravity values.
 CT0298
 CT0298;                    North         East    Units  Estimated Accuracy
 CT0298;SPC TXNC     - 2,140,310.      573,510.      MT  (+/- 180 meters Scaled)
 CT0298
 CT0298                          SUPERSEDED SURVEY CONTROL
 CT0298
 CT0298  NGVD 29 (??/??/92)  339.335  (m)         1113.30   (f) ADJ UNCH    2 0
 CT0298
 CT0298.Superseded values are not recommended for survey control.
 CT0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0298.See file dsdata.txt to determine how the superseded data were derived.
 CT0298
 CT0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB202437(NAD 83)
 CT0298_MARKER: DB = BENCH MARK DISK
 CT0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0298_STAMPING: M 191 1933
 CT0298_MARK LOGO: CGS   
 CT0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0298+STABILITY: SURFACE MOTION
 CT0298
 CT0298  HISTORY     - Date     Condition        Report By
 CT0298  HISTORY     - 1933     MONUMENTED       CGS
 CT0298  HISTORY     - 1957     GOOD             NGS
 CT0298  HISTORY     - 1984     MARK NOT FOUND   NGS
 CT0298  HISTORY     - 19940402 GOOD             LOCENG
 CT0298
 CT0298                          STATION DESCRIPTION
 CT0298
 CT0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0298'2.3 MI SW FROM ELIASVILLE.
 CT0298'IN STEPHENS COUNTY, 2.3 MILES SOUTHWEST ALONG THE WICHITA FALLS AND
 CT0298'SOUTHERN RAILROAD FROM ELIASVILLE, YOUNG COUNTY, AT MILEAGE 86.5, NEAR
 CT0298'THE CARBON BLACK PLANT, AND 32 FEET WEST OF THE CENTER LINE OF THE
 CT0298'TRACK.  A STANDARD DISK, STAMPED M 191 1933 AND SET IN THE TOP OF A
 CT0298'CONCRETE POST.  NOTE-- RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT
 CT0298'THE CARBON BLACK PLANT IS GONE AND ALL THAT REMAINS IS THE CONCRETE
 CT0298'FOUNDATION PIERS.  THE MARK IS 0.25 MILE SOUTHWEST OF A ROAD CROSSING.
 CT0298
 CT0298                          STATION RECOVERY (1984)
 CT0298
 CT0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0298'MARK NOT FOUND.
 CT0298
 CT0298                          STATION RECOVERY (1994)
 CT0298
 CT0298'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 CT0298'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0333 ***********************************************************************
 CT0333  DESIGNATION -  M 192
 CT0333  PID         -  CT0333
 CT0333  STATE/COUNTY-  TX/SHACKELFORD
 CT0333  USGS QUAD   -  ACAMPO (1987)
 CT0333
 CT0333                         *CURRENT SURVEY CONTROL
 CT0333  ___________________________________________________________________
 CT0333* NAD 83(1986)-  32 42 49.     (N)    099 26 04.     (W)     SCALED    
 CT0333* NAVD 88     -       583.937  (meters)    1915.80   (feet)  ADJUSTED  
 CT0333  ___________________________________________________________________
 CT0333  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CT0333  DYNAMIC HT  -         583.183 (meters)    1913.33  (feet)  COMP
 CT0333  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 CT0333
 CT0333  VERT ORDER  -  SECOND    CLASS 0
 CT0333
 CT0333.The horizontal coordinates were scaled from a topographic map and have
 CT0333.an estimated accuracy of +/- 6 seconds.
 CT0333
 CT0333.The orthometric height was determined by differential leveling
 CT0333.and adjusted by the National Geodetic Survey in June 1991..
 CT0333
 CT0333.The geoid height was determined by GEOID03.
 CT0333
 CT0333.The dynamic height is computed by dividing the NAVD 88
 CT0333.geopotential number by the normal gravity value computed on the
 CT0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0333.degrees latitude (g = 980.6199 gals.).
 CT0333
 CT0333.The modeled gravity was interpolated from observed gravity values.
 CT0333
 CT0333;                    North         East    Units  Estimated Accuracy
 CT0333;SPC TXNC     - 2,116,490.      512,400.      MT  (+/- 180 meters Scaled)
 CT0333
 CT0333                          SUPERSEDED SURVEY CONTROL
 CT0333
 CT0333  NGVD 29 (??/??/92)  583.777  (m)         1915.28   (f) ADJ UNCH    2 0
 CT0333
 CT0333.Superseded values are not recommended for survey control.
 CT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0333.See file dsdata.txt to determine how the superseded data were derived.
 CT0333
 CT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB592196(NAD 83)
 CT0333_MARKER: DB = BENCH MARK DISK
 CT0333_SETTING: 66 = SET IN ROCK OUTCROP
 CT0333_SP_SET: ROCK OUTCROP
 CT0333_STAMPING: M 192 1933
 CT0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0333+STABILITY: POSITION/ELEVATION WELL
 CT0333
 CT0333  HISTORY     - Date     Condition        Report By
 CT0333  HISTORY     - 1933     MONUMENTED       CGS
 CT0333  HISTORY     - 1957     GOOD             NGS
 CT0333
 CT0333                          STATION DESCRIPTION
 CT0333
 CT0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0333'9.8 MI W FROM ALBANY.
 CT0333'9.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0333'ALBANY, SHACKELFORD COUNTY, 36 FEET SOUTHEAST OF MILEPOST 198, 80 FEET
 CT0333'SOUTH OF THE CENTER LINE OF THE TRACK, 6 FEET NORTH OF A FENCE, AND IN
 CT0333'THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED M 192 1933.
 CT0333'NOTE-- THE MARK IS NEAR THE CENTER OF A WIDE CURVE IN RAILROAD ABOUT
 CT0333'1/2 MILE SOUTHEAST OF THE ACAMPO RAILROAD SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0220 ***********************************************************************
 CT0220  DESIGNATION -  M 193
 CT0220  PID         -  CT0220
 CT0220  STATE/COUNTY-  TX/EASTLAND
 CT0220  USGS QUAD   -  CARBON (1966)
 CT0220
 CT0220                         *CURRENT SURVEY CONTROL
 CT0220  ___________________________________________________________________
 CT0220* NAD 83(1986)-  32 15 11.     (N)    098 46 33.     (W)     SCALED    
 CT0220* NAVD 88     -       460.513  (meters)    1510.87   (feet)  ADJUSTED  
 CT0220  ___________________________________________________________________
 CT0220  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CT0220  DYNAMIC HT  -         459.922 (meters)    1508.93  (feet)  COMP
 CT0220  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 CT0220
 CT0220  VERT ORDER  -  SECOND    CLASS 0
 CT0220
 CT0220.The horizontal coordinates were scaled from a topographic map and have
 CT0220.an estimated accuracy of +/- 6 seconds.
 CT0220
 CT0220.The orthometric height was determined by differential leveling
 CT0220.and adjusted by the National Geodetic Survey in June 1991..
 CT0220
 CT0220.The geoid height was determined by GEOID03.
 CT0220
 CT0220.The dynamic height is computed by dividing the NAVD 88
 CT0220.geopotential number by the normal gravity value computed on the
 CT0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0220.degrees latitude (g = 980.6199 gals.).
 CT0220
 CT0220.The modeled gravity was interpolated from observed gravity values.
 CT0220
 CT0220;                    North         East    Units  Estimated Accuracy
 CT0220;SPC TXNC     - 2,065,060.      574,010.      MT  (+/- 180 meters Scaled)
 CT0220
 CT0220                          SUPERSEDED SURVEY CONTROL
 CT0220
 CT0220  NGVD 29 (??/??/92)  460.401  (m)         1510.50   (f) ADJ UNCH    2 0
 CT0220
 CT0220.Superseded values are not recommended for survey control.
 CT0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0220.See file dsdata.txt to determine how the superseded data were derived.
 CT0220
 CT0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA211685(NAD 83)
 CT0220_MARKER: DB = BENCH MARK DISK
 CT0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0220+STABILITY: SURFACE MOTION
 CT0220
 CT0220  HISTORY     - Date     Condition        Report By
 CT0220  HISTORY     - UNK      MONUMENTED       CGS
 CT0220  HISTORY     - 1933     GOOD             NGS
 CT0220  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0220
 CT0220                          STATION DESCRIPTION
 CT0220
 CT0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0220'7.0 MI NW FROM GORMAN.
 CT0220'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, AT MILE 136.9, 30 FEET WEST
 CT0220'OF ROAD CROSSING, 32 FEET SOUTH OF CENTER OF TRACK.
 CT0220
 CT0220                          STATION RECOVERY (1965)
 CT0220
 CT0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0138 ***********************************************************************
 CT0138  DESIGNATION -  M 194
 CT0138  PID         -  CT0138
 CT0138  STATE/COUNTY-  TX/ERATH
 CT0138  USGS QUAD   -  DUBLIN (1965)
 CT0138
 CT0138                         *CURRENT SURVEY CONTROL
 CT0138  ___________________________________________________________________
 CT0138* NAD 83(1986)-  32 05 01.     (N)    098 16 51.     (W)     SCALED    
 CT0138* NAVD 88     -       412.037  (meters)    1351.82   (feet)  ADJUSTED  
 CT0138  ___________________________________________________________________
 CT0138  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CT0138  DYNAMIC HT  -         411.511 (meters)    1350.10  (feet)  COMP
 CT0138  MODELED GRAV-     979,349.8   (mgal)                       NAVD 88
 CT0138
 CT0138  VERT ORDER  -  SECOND    CLASS 0
 CT0138
 CT0138.The horizontal coordinates were scaled from a topographic map and have
 CT0138.an estimated accuracy of +/- 6 seconds.
 CT0138
 CT0138.The orthometric height was determined by differential leveling
 CT0138.and adjusted by the National Geodetic Survey in June 1991..
 CT0138
 CT0138.The geoid height was determined by GEOID03.
 CT0138
 CT0138.The dynamic height is computed by dividing the NAVD 88
 CT0138.geopotential number by the normal gravity value computed on the
 CT0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0138.degrees latitude (g = 980.6199 gals.).
 CT0138
 CT0138.The modeled gravity was interpolated from observed gravity values.
 CT0138
 CT0138;                    North         East    Units  Estimated Accuracy
 CT0138;SPC TXNC     - 2,046,260.      620,690.      MT  (+/- 180 meters Scaled)
 CT0138
 CT0138                          SUPERSEDED SURVEY CONTROL
 CT0138
 CT0138  NGVD 29 (??/??/92)  411.940  (m)         1351.51   (f) ADJ UNCH    2 0
 CT0138
 CT0138.Superseded values are not recommended for survey control.
 CT0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0138.See file dsdata.txt to determine how the superseded data were derived.
 CT0138
 CT0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA678499(NAD 83)
 CT0138_MARKER: DB = BENCH MARK DISK
 CT0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0138_STAMPING: M 194 1933 1351.506
 CT0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0138+STABILITY: SURFACE MOTION
 CT0138
 CT0138  HISTORY     - Date     Condition        Report By
 CT0138  HISTORY     - 1933     MONUMENTED       CGS
 CT0138  HISTORY     - 1954     GOOD             NGS
 CT0138  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0138
 CT0138                          STATION DESCRIPTION
 CT0138
 CT0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0138'3.9 MI E FROM DUBLIN.
 CT0138'ABOUT 3.9 MILES EAST ALONG THE M.K.T.R.R. FROM THE STATION AT DUBLIN,
 CT0138'ERATH COUNTY, 1/2 MILE EAST OF A NORTH-SOUTH ROAD AND A SMALL WHITE
 CT0138'HOUSE, IN THE BACK SIDE OF A PASTURE, 80 FEET WEST OF M.P. NO. 102, 48
 CT0138'FEET SOUTH OF THE CENTERLINE OF THE TRACKS AND 42 FEET NORTHEAST OF A
 CT0138'POWER-TRANSMISSION POLE AND NEAR THE CROSSING OF THE POWER LINE AND
 CT0138'THE RAILROAD.  A STANDARD DISK STAMPED AS ABOVE AND SET IN THE TOP OF
 CT0138'A CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES.  NOTE-- THE MARK IS
 CT0138'ABOUT 1/2 MILE SOUTH OF HIGHWAY NO. 6.
 CT0138
 CT0138                          STATION RECOVERY (1995)
 CT0138
 CT0138'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2262 ***********************************************************************
 CS2262  DESIGNATION -  M 195
 CS2262  PID         -  CS2262
 CS2262  STATE/COUNTY-  TX/BOSQUE
 CS2262  USGS QUAD   -  MORGAN (1977)
 CS2262
 CS2262                         *CURRENT SURVEY CONTROL
 CS2262  ___________________________________________________________________
 CS2262* NAD 83(1986)-  32 00 59.     (N)    097 31 08.     (W)     SCALED    
 CS2262* NAVD 88     -       194.259  (meters)     637.33   (feet)  ADJUSTED  
 CS2262  ___________________________________________________________________
 CS2262  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS2262  DYNAMIC HT  -         194.018 (meters)     636.54  (feet)  COMP
 CS2262  MODELED GRAV-     979,395.5   (mgal)                       NAVD 88
 CS2262
 CS2262  VERT ORDER  -  SECOND    CLASS 0
 CS2262
 CS2262.The horizontal coordinates were scaled from a topographic map and have
 CS2262.an estimated accuracy of +/- 6 seconds.
 CS2262
 CS2262.The orthometric height was determined by differential leveling
 CS2262.and adjusted by the National Geodetic Survey in June 1991..
 CS2262
 CS2262.The geoid height was determined by GEOID03.
 CS2262
 CS2262.The dynamic height is computed by dividing the NAVD 88
 CS2262.geopotential number by the normal gravity value computed on the
 CS2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2262.degrees latitude (g = 980.6199 gals.).
 CS2262
 CS2262.The modeled gravity was interpolated from observed gravity values.
 CS2262
 CS2262;                    North         East    Units  Estimated Accuracy
 CS2262;SPC TX C     - 3,263,860.      965,880.      MT  (+/- 180 meters Scaled)
 CS2262
 CS2262                          SUPERSEDED SURVEY CONTROL
 CS2262
 CS2262  NGVD 29 (??/??/92)  194.223  (m)          637.21   (f) ADJ UNCH    2 0
 CS2262
 CS2262.Superseded values are not recommended for survey control.
 CS2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2262.See file dsdata.txt to determine how the superseded data were derived.
 CS2262
 CS2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA398432(NAD 83)
 CS2262_MARKER: DB = BENCH MARK DISK
 CS2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2262_STAMPING: M 195 1933 637.213
 CS2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2262+STABILITY: SURFACE MOTION
 CS2262
 CS2262  HISTORY     - Date     Condition        Report By
 CS2262  HISTORY     - 1933     MONUMENTED       CGS
 CS2262  HISTORY     - 1951     GOOD             NGS
 CS2262  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2262
 CS2262                          STATION DESCRIPTION
 CS2262
 CS2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2262'03.9 MI W FROM STEINER.
 CS2262'ABOUT 03.9 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 CS2262'STEINER, BOSQUE, COUNTY, 05.6 MILES EAST OF MORGAN, 00.3 MILE EAST OF
 CS2262'A MAIN ROAD CROSSING, 00.1 MILE EAST OF A ROAD LEADING SOUTH TO A FARM
 CS2262'HOUSE, 12 FEET WEST OF MILE POST NO. 49 AND 37 FEET SOUTH OF THE
 CS2262'TRACKS.  A STANDARD DISK, STAMPED M 195 1933 637.213 AND SET IN THE
 CS2262'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.  NOTE-- THIS MILE
 CS2262'POST REFERS TO THE ORIGINAL RIGHT-OF-WAY AND WILL BE IN ERROR WHEN THE
 CS2262'NEW LINE AROUND LAKE WHITNEY IS COMPLETED.
 CS2262
 CS2262                          STATION RECOVERY (2001)
 CS2262
 CS2262'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0381 ***********************************************************************
 BM0381  DESIGNATION -  M 196
 BM0381  PID         -  BM0381
 BM0381  STATE/COUNTY-  TX/WILLIAMSON
 BM0381  USGS QUAD   -  THORNDALE (1989)
 BM0381
 BM0381                         *CURRENT SURVEY CONTROL
 BM0381  ___________________________________________________________________
 BM0381* NAD 83(1986)-  30 36 13.     (N)    097 14 35.     (W)     SCALED    
 BM0381* NAVD 88     -       150.45   (+/-2cm)     493.6    (feet)  VERTCON   
 BM0381  ___________________________________________________________________
 BM0381  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0381
 BM0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0381
 BM0381.The horizontal coordinates were scaled from a topographic map and have
 BM0381.an estimated accuracy of +/- 6 seconds.
 BM0381
 BM0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0381.The vertical order pertains to the NGVD 29 superseded value.
 BM0381
 BM0381.The geoid height was determined by GEOID03.
 BM0381
 BM0381;                    North         East    Units  Estimated Accuracy
 BM0381;SPC TX C     - 3,107,980.      996,280.      MT  (+/- 180 meters Scaled)
 BM0381
 BM0381                          SUPERSEDED SURVEY CONTROL
 BM0381
 BM0381  NGVD 29 (??/??/92)  150.38   (m)          493.4    (f) COMPUTED    2 0
 BM0381
 BM0381.Superseded values are not recommended for survey control.
 BM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0381.See file dsdata.txt to determine how the superseded data were derived.
 BM0381
 BM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU684869(NAD 83)
 BM0381_MARKER: DB = BENCH MARK DISK
 BM0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0381_SP_SET: CULVERT
 BM0381_STAMPING: M-196 1933 493.447
 BM0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0381
 BM0381  HISTORY     - Date     Condition        Report By
 BM0381  HISTORY     - 1933     MONUMENTED       CGS
 BM0381  HISTORY     - 1952     GOOD             GNRR
 BM0381
 BM0381                          STATION DESCRIPTION
 BM0381
 BM0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0381'1.9 MI W FROM THORNEDALE.
 BM0381'1.9 MILES WEST OF, ALONG INTERNATIONAL AND GREAT NORTHERN R.R. ABOUT
 BM0381'0.2 MILES WEST OF MILEPOST 134/10, SET IN TOP OF, AT SOUTHEAST END OF
 BM0381'RAILROAD CONCRETE CULVERT.
 BM0381
 BM0381                          STATION RECOVERY (1952)
 BM0381
 BM0381'RECOVERY NOTE BY GREAT NORTHERN RAILROAD 1952
 BM0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0382 ***********************************************************************
 BM0382  DESIGNATION -  M 196 RESET 1952
 BM0382  PID         -  BM0382
 BM0382  STATE/COUNTY-  TX/WILLIAMSON
 BM0382  USGS QUAD   -  THORNDALE (1989)
 BM0382
 BM0382                         *CURRENT SURVEY CONTROL
 BM0382  ___________________________________________________________________
 BM0382* NAD 83(1986)-  30 36 13.     (N)    097 14 35.     (W)     SCALED    
 BM0382* NAVD 88     -       150.99   (+/-2cm)     495.4    (feet)  VERTCON   
 BM0382  ___________________________________________________________________
 BM0382  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0382
 BM0382  VERT ORDER  -  THIRD (See Below)
 BM0382
 BM0382.The horizontal coordinates were scaled from a topographic map and have
 BM0382.an estimated accuracy of +/- 6 seconds.
 BM0382
 BM0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0382.The vertical order pertains to the NGVD 29 superseded value.
 BM0382
 BM0382.The geoid height was determined by GEOID03.
 BM0382
 BM0382;                    North         East    Units  Estimated Accuracy
 BM0382;SPC TX C     - 3,107,980.      996,280.      MT  (+/- 180 meters Scaled)
 BM0382
 BM0382                          SUPERSEDED SURVEY CONTROL
 BM0382
 BM0382  NGVD 29 (??/??/??)  150.92   (m)          495.1    (f) RESET       3  
 BM0382
 BM0382.Superseded values are not recommended for survey control.
 BM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0382.See file dsdata.txt to determine how the superseded data were derived.
 BM0382
 BM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU684869(NAD 83)
 BM0382_MARKER: DB = BENCH MARK DISK
 BM0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0382_SP_SET: CULVERT
 BM0382_STAMPING: M 196 RESET 1952
 BM0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0382
 BM0382  HISTORY     - Date     Condition        Report By
 BM0382  HISTORY     - 1952     MONUMENTED       MPRR
 BM0382
 BM0382                          STATION DESCRIPTION
 BM0382
 BM0382'DESCRIBED BY MISSOURI PACIFIC RAILROAD 1952
 BM0382'1.9 MI W FROM THORNDALE.
 BM0382'IN WILLIAMSON COUNTY, 1.9 MILES WEST ALONG THE MISSOURI PACIFIC
 BM0382'RAILROAD (FORMERLY THE INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM
 BM0382'THORNDALE, MILAM COUNTY, 0.2 MILE WEST OF POLE 134/10, AT A CONCRETE
 BM0382'CULVERT, AND IN THE TOP OF THE NORTHWEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0283 ***********************************************************************
 BM0283  DESIGNATION -  M 197
 BM0283  PID         -  BM0283
 BM0283  STATE/COUNTY-  TX/ROBERTSON
 BM0283  USGS QUAD   -  HEARNE NORTH (1989)
 BM0283
 BM0283                         *CURRENT SURVEY CONTROL
 BM0283  ___________________________________________________________________
 BM0283* NAD 83(1986)-  30 52 45.     (N)    096 35 41.     (W)     SCALED    
 BM0283* NAVD 88     -        90.29   (+/-2cm)     296.2    (feet)  VERTCON   
 BM0283  ___________________________________________________________________
 BM0283  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0283
 BM0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0283
 BM0283.The horizontal coordinates were scaled from a topographic map and have
 BM0283.an estimated accuracy of +/- 6 seconds.
 BM0283
 BM0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0283.The vertical order pertains to the NGVD 29 superseded value.
 BM0283
 BM0283.The geoid height was determined by GEOID03.
 BM0283
 BM0283;                    North         East    Units  Estimated Accuracy
 BM0283;SPC TX C     - 3,140,420.    1,057,390.      MT  (+/- 180 meters Scaled)
 BM0283
 BM0283                          SUPERSEDED SURVEY CONTROL
 BM0283
 BM0283  NGVD 29 (??/??/92)   90.249  (m)          296.09   (f) ADJ UNCH    2 0
 BM0283
 BM0283.Superseded values are not recommended for survey control.
 BM0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0283.See file dsdata.txt to determine how the superseded data were derived.
 BM0283
 BM0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV299186(NAD 83)
 BM0283_MARKER: DB = BENCH MARK DISK
 BM0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0283_SP_SET: RUNNER
 BM0283_STAMPING: M 197 1933 296.128
 BM0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0283+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 BM0283
 BM0283  HISTORY     - Date     Condition        Report By
 BM0283  HISTORY     - 1933     MONUMENTED       CGS
 BM0283  HISTORY     - 19940820 GOOD             USPSQD
 BM0283  HISTORY     - 20030507 GOOD             JCLS
 BM0283
 BM0283                          STATION DESCRIPTION
 BM0283
 BM0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0283'IN HEARNE.
 BM0283'AT HEARNE, ROBERTSON COUNTY, AT THE METHODIST CHURCH, AT THE FRONT
 BM0283'STEP, AND IN THE TOP OF THE NORTH CONCRETE RUNNER.
 BM0283
 BM0283                          STATION RECOVERY (1994)
 BM0283
 BM0283'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0283'RECOVERED IN GOOD CONDITION.
 BM0283
 BM0283                          STATION RECOVERY (2003)
 BM0283
 BM0283'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BM0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1037 ***********************************************************************
 BZ1037  DESIGNATION -  M 198
 BZ1037  PID         -  BZ1037
 BZ1037  STATE/COUNTY-  TX/CORYELL
 BZ1037  USGS QUAD   -  ATER (1979)
 BZ1037
 BZ1037                         *CURRENT SURVEY CONTROL
 BZ1037  ___________________________________________________________________
 BZ1037* NAD 83(1986)-  31 30 37.     (N)    097 50 13.     (W)     SCALED    
 BZ1037* NAVD 88     -       260.277  (meters)     853.93   (feet)  ADJUSTED  
 BZ1037  ___________________________________________________________________
 BZ1037  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BZ1037  DYNAMIC HT  -         259.938 (meters)     852.81  (feet)  COMP
 BZ1037  MODELED GRAV-     979,331.6   (mgal)                       NAVD 88
 BZ1037
 BZ1037  VERT ORDER  -  SECOND    CLASS 0
 BZ1037
 BZ1037.The horizontal coordinates were scaled from a topographic map and have
 BZ1037.an estimated accuracy of +/- 6 seconds.
 BZ1037
 BZ1037.The orthometric height was determined by differential leveling
 BZ1037.and adjusted by the National Geodetic Survey in June 1991..
 BZ1037
 BZ1037.The geoid height was determined by GEOID03.
 BZ1037
 BZ1037.The dynamic height is computed by dividing the NAVD 88
 BZ1037.geopotential number by the normal gravity value computed on the
 BZ1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1037.degrees latitude (g = 980.6199 gals.).
 BZ1037
 BZ1037.The modeled gravity was interpolated from observed gravity values.
 BZ1037
 BZ1037;                    North         East    Units  Estimated Accuracy
 BZ1037;SPC TX C     - 3,207,040.      937,100.      MT  (+/- 180 meters Scaled)
 BZ1037
 BZ1037                          SUPERSEDED SURVEY CONTROL
 BZ1037
 BZ1037  NGVD 29 (??/??/92)  260.213  (m)          853.72   (f) ADJ UNCH    2 0
 BZ1037
 BZ1037.Superseded values are not recommended for survey control.
 BZ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1037.See file dsdata.txt to determine how the superseded data were derived.
 BZ1037
 BZ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV104867(NAD 83)
 BZ1037_MARKER: DB = BENCH MARK DISK
 BZ1037_SETTING: 66 = SET IN ROCK OUTCROP
 BZ1037_SP_SET: ROCK OUTCROP
 BZ1037_STAMPING: M 198 1933
 BZ1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1037+STABILITY: POSITION/ELEVATION WELL
 BZ1037
 BZ1037  HISTORY     - Date     Condition        Report By
 BZ1037  HISTORY     - 1933     MONUMENTED       CGS
 BZ1037  HISTORY     - 1947     GOOD             NGS
 BZ1037
 BZ1037                          STATION DESCRIPTION
 BZ1037
 BZ1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ1037'8.8 MI NW FROM GATESVILLE.
 BZ1037'8.8 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ1037'GATESVILLE, CORYELL COUNTY, 115 FEET SOUTHWEST OF MILEPOST 8, 75 FEET
 BZ1037'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTH OF THE
 BZ1037'RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP.
 BZ1037
 BZ1037                          STATION RECOVERY (1947)
 BZ1037
 BZ1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0888 ***********************************************************************
 BZ0888  DESIGNATION -  M 199
 BZ0888  PID         -  BZ0888
 BZ0888  STATE/COUNTY-  TX/MCLENNAN
 BZ0888  USGS QUAD   -  MOODY (1993)
 BZ0888
 BZ0888                         *CURRENT SURVEY CONTROL
 BZ0888  ___________________________________________________________________
 BZ0888* NAD 83(1986)-  31 16 20.     (N)    097 21 59.     (W)     SCALED    
 BZ0888* NAVD 88     -       238.240  (meters)     781.63   (feet)  ADJUSTED  
 BZ0888  ___________________________________________________________________
 BZ0888  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BZ0888  DYNAMIC HT  -         237.925 (meters)     780.59  (feet)  COMP
 BZ0888  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 BZ0888
 BZ0888  VERT ORDER  -  SECOND    CLASS 0
 BZ0888
 BZ0888.The horizontal coordinates were scaled from a topographic map and have
 BZ0888.an estimated accuracy of +/- 6 seconds.
 BZ0888
 BZ0888.The orthometric height was determined by differential leveling
 BZ0888.and adjusted by the National Geodetic Survey in June 1991..
 BZ0888
 BZ0888.The geoid height was determined by GEOID03.
 BZ0888
 BZ0888.The dynamic height is computed by dividing the NAVD 88
 BZ0888.geopotential number by the normal gravity value computed on the
 BZ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0888.degrees latitude (g = 980.6199 gals.).
 BZ0888
 BZ0888.The modeled gravity was interpolated from observed gravity values.
 BZ0888
 BZ0888;                    North         East    Units  Estimated Accuracy
 BZ0888;SPC TX C     - 3,181,750.      982,480.      MT  (+/- 180 meters Scaled)
 BZ0888
 BZ0888                          SUPERSEDED SURVEY CONTROL
 BZ0888
 BZ0888  NGVD 29 (??/??/92)  238.190  (m)          781.46   (f) ADJ UNCH    2 0
 BZ0888
 BZ0888.Superseded values are not recommended for survey control.
 BZ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0888.See file dsdata.txt to determine how the superseded data were derived.
 BZ0888
 BZ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV555609(NAD 83)
 BZ0888_MARKER: DB = BENCH MARK DISK
 BZ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0888_STAMPING: M 199 1933
 BZ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0888+STABILITY: SURFACE MOTION
 BZ0888
 BZ0888  HISTORY     - Date     Condition        Report By
 BZ0888  HISTORY     - 1933     MONUMENTED       CGS
 BZ0888  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0888  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0888  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0888
 BZ0888                          STATION DESCRIPTION
 BZ0888
 BZ0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0888'2.2 MI S FROM MOODY.
 BZ0888'2.2 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0888'MOODY, MCLENNAN COUNTY, 830 FEET SOUTH OF MILEPOST 231, 25 FEET SOUTH
 BZ0888'OF A ROAD CROSSING, 51 FEET NORTHEAST OF SIGNAL TOWER 2301, 35 FEET
 BZ0888'EAST OF THE CENTERLINE OF THE TRACK, AND 14 FEET SOUTHWEST OF A FENCE
 BZ0888'CORNER, ON THE RAILROAD RIGHT-OF-WAY.  A STANDARD DISK, STAMPED M 199
 BZ0888'1933 AND SET IN THE TOP OF A CONCRETE POST.
 BZ0888
 BZ0888                          STATION RECOVERY (1995)
 BZ0888
 BZ0888'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0888'MARK NOT FOUND.
 BZ0888
 BZ0888                          STATION RECOVERY (2001)
 BZ0888
 BZ0888'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0888'MARK NOT FOUND.
 BZ0888
 BZ0888                          STATION RECOVERY (2003)
 BZ0888
 BZ0888'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0156 ***********************************************************************
 AB0156  DESIGNATION -  M 2 C CO
 AB0156  PID         -  AB0156
 AB0156  STATE/COUNTY-  TX/CAMERON
 AB0156  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0156
 AB0156                         *CURRENT SURVEY CONTROL
 AB0156  ___________________________________________________________________
 AB0156* NAD 83(1986)-  25 55 42.     (N)    097 31 13.     (W)     SCALED    
 AB0156* NAVD 88     -        12.864  (meters)      42.20   (feet)  ADJUSTED  
 AB0156  ___________________________________________________________________
 AB0156  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AB0156  DYNAMIC HT  -          12.843 (meters)      42.14  (feet)  COMP
 AB0156  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 AB0156
 AB0156  VERT ORDER  -  FIRST     CLASS II
 AB0156
 AB0156.The horizontal coordinates were scaled from a topographic map and have
 AB0156.an estimated accuracy of +/- 6 seconds.
 AB0156
 AB0156.The orthometric height was determined by differential leveling
 AB0156.and adjusted by the National Geodetic Survey in June 1991..
 AB0156
 AB0156.The geoid height was determined by GEOID03.
 AB0156
 AB0156.The dynamic height is computed by dividing the NAVD 88
 AB0156.geopotential number by the normal gravity value computed on the
 AB0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0156.degrees latitude (g = 980.6199 gals.).
 AB0156
 AB0156.The modeled gravity was interpolated from observed gravity values.
 AB0156
 AB0156;                    North         East    Units  Estimated Accuracy
 AB0156;SPC TX S     - 5,029,370.      398,150.      MT  (+/- 180 meters Scaled)
 AB0156
 AB0156                          SUPERSEDED SURVEY CONTROL
 AB0156
 AB0156  NGVD 29 (??/??/92)   12.942  (m)           42.46   (f) ADJ UNCH    1 2
 AB0156
 AB0156.Superseded values are not recommended for survey control.
 AB0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0156.See file dsdata.txt to determine how the superseded data were derived.
 AB0156
 AB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP481685(NAD 83)
 AB0156_MARKER: DD = SURVEY DISK
 AB0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0156_SP_SET: CULVERT
 AB0156_STAMPING: M 2 42.27
 AB0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0156
 AB0156  HISTORY     - Date     Condition        Report By
 AB0156  HISTORY     - UNK      MONUMENTED
 AB0156  HISTORY     - 1951     GOOD             NGS
 AB0156  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0156  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0156
 AB0156                          STATION DESCRIPTION
 AB0156
 AB0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0156'2.8 MI N FROM BROWNSVILLE.
 AB0156'2.8 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0156'FROM THE STATION AT BROWNSVILLE, AT THE CROSSING OF U.S. HIGHWAY 281,
 AB0156'AT THE SOUTH END OF NORTH MILITARY ROAD.  84 FEET EAST OF THE EAST
 AB0156'RAIL, 61 FEET WEST OF THE CENTER LINE OF NORTH MILITARY ROAD, 15 FEET
 AB0156'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 281, SET IN THE TOP OF
 AB0156'THE CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT FOR AN
 AB0156'IRRIGATION DITCH UNDER THE HIGHWAY, 4 FEET ABOVE THE LEVEL OF THE
 AB0156'HIGHWAY.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0156
 AB0156                          STATION RECOVERY (1981)
 AB0156
 AB0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0156'SEARCHED FOR, NOT RECOVERED THIS DATE, CULVERT GONE.
 AB0156
 AB0156                          STATION RECOVERY (1988)
 AB0156
 AB0156'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0033 ***********************************************************************
 EO0033  DESIGNATION -  M 20
 EO0033  PID         -  EO0033
 EO0033  STATE/COUNTY-  TX/DEAF SMITH
 EO0033  USGS QUAD   -  HEREFORD SE (1971)
 EO0033
 EO0033                         *CURRENT SURVEY CONTROL
 EO0033  ___________________________________________________________________
 EO0033* NAD 83(1986)-  34 51 49.     (N)    102 17 45.     (W)     SCALED    
 EO0033* NAVD 88     -      1148.741  (meters)    3768.83   (feet)  POSTED    
 EO0033  ___________________________________________________________________
 EO0033  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 EO0033  DYNAMIC HT  -        1147.300 (meters)    3764.10  (feet)  COMP
 EO0033  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 EO0033
 EO0033  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EO0033
 EO0033.The horizontal coordinates were scaled from a topographic map and have
 EO0033.an estimated accuracy of +/- 6 seconds.
 EO0033
 EO0033.The orthometric height was determined by differential leveling
 EO0033.and adjusted by the National Geodetic Survey in 1992..
 EO0033.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EO0033.rate of 1.1 thru 2.0 mm/km.
 EO0033
 EO0033.The geoid height was determined by GEOID03.
 EO0033
 EO0033.The dynamic height is computed by dividing the NAVD 88
 EO0033.geopotential number by the normal gravity value computed on the
 EO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0033.degrees latitude (g = 980.6199 gals.).
 EO0033
 EO0033.The modeled gravity was interpolated from observed gravity values.
 EO0033
 EO0033;                    North         East    Units  Estimated Accuracy
 EO0033;SPC TX N     - 1,096,100.      127,230.      MT  (+/- 180 meters Scaled)
 EO0033
 EO0033                          SUPERSEDED SURVEY CONTROL
 EO0033
 EO0033.No superseded survey control is available for this station.
 EO0033
 EO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU472612(NAD 83)
 EO0033_MARKER: P = PIPE CAP
 EO0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0033
 EO0033  HISTORY     - Date     Condition        Report By
 EO0033  HISTORY     - UNK      MONUMENTED       CGS
 EO0033  HISTORY     - 1958     GOOD             NGS
 EO0033
 EO0033                          STATION DESCRIPTION
 EO0033
 EO0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0033'IN JOEL.
 EO0033'AT JOEL, DEAF SMITH COUNTY, AT THE PANHANDLE AND SANTA FE RAILWAY
 EO0033'STATION SIGN, ABOUT 100 FEET NORTHWEST OF THE CENTER LINE OF THE
 EO0033'TRACK, AND 5 FEET FROM THE FENCE.  A STANDARD CAP, FASTENED ON THE TOP
 EO0033'OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0687 ***********************************************************************
 BM0687  DESIGNATION -  M 200
 BM0687  PID         -  BM0687
 BM0687  STATE/COUNTY-  TX/WILLIAMSON
 BM0687  USGS QUAD   -  LIBERTY HILL (1979)
 BM0687
 BM0687                         *CURRENT SURVEY CONTROL
 BM0687  ___________________________________________________________________
 BM0687* NAD 83(1986)-  30 41 52.     (N)    097 56 43.     (W)     SCALED    
 BM0687* NAVD 88     -       339.246  (meters)    1113.01   (feet)  ADJUSTED  
 BM0687  ___________________________________________________________________
 BM0687  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BM0687  DYNAMIC HT  -         338.788 (meters)    1111.51  (feet)  COMP
 BM0687  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 BM0687
 BM0687  VERT ORDER  -  SECOND    CLASS 0
 BM0687
 BM0687.The horizontal coordinates were scaled from a topographic map and have
 BM0687.an estimated accuracy of +/- 6 seconds.
 BM0687
 BM0687.The orthometric height was determined by differential leveling
 BM0687.and adjusted by the National Geodetic Survey in June 1991..
 BM0687
 BM0687.The geoid height was determined by GEOID03.
 BM0687
 BM0687.The dynamic height is computed by dividing the NAVD 88
 BM0687.geopotential number by the normal gravity value computed on the
 BM0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0687.degrees latitude (g = 980.6199 gals.).
 BM0687
 BM0687.The modeled gravity was interpolated from observed gravity values.
 BM0687
 BM0687;                    North         East    Units  Estimated Accuracy
 BM0687;SPC TX C     - 3,116,760.      928,740.      MT  (+/- 180 meters Scaled)
 BM0687
 BM0687                          SUPERSEDED SURVEY CONTROL
 BM0687
 BM0687  NGVD 29 (??/??/92)  339.170  (m)         1112.76   (f) ADJ UNCH    2 0
 BM0687
 BM0687.Superseded values are not recommended for survey control.
 BM0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0687.See file dsdata.txt to determine how the superseded data were derived.
 BM0687
 BM0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU010965(NAD 83)
 BM0687_MARKER: DB = BENCH MARK DISK
 BM0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0687_STAMPING: M-200 1933
 BM0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0687+STABILITY: SURFACE MOTION
 BM0687
 BM0687  HISTORY     - Date     Condition        Report By
 BM0687  HISTORY     - 1933     MONUMENTED       CGS
 BM0687
 BM0687                          STATION DESCRIPTION
 BM0687
 BM0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0687'2.8 MI NW FROM LIBERTY HILL.
 BM0687'ALONG TEXAS AND NEW ORLEANS RAILROAD, AT MILEPOST 42, 46 FEET
 BM0687'NORTHEAST OF CENTER OF TRACK, 2 FEET SOUTHWEST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0622 ***********************************************************************
 BM0622  DESIGNATION -  M 201
 BM0622  PID         -  BM0622
 BM0622  STATE/COUNTY-  TX/TRAVIS
 BM0622  USGS QUAD   -  AUSTIN EAST (1988)
 BM0622
 BM0622                         *CURRENT SURVEY CONTROL
 BM0622  ___________________________________________________________________
 BM0622* NAD 83(1986)-  30 15 33.     (N)    097 43 06.     (W)     SCALED    
 BM0622* NAVD 88     -       144.988  (meters)     475.68   (feet)  ADJUSTED  
 BM0622  ___________________________________________________________________
 BM0622  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BM0622  DYNAMIC HT  -         144.790 (meters)     475.03  (feet)  COMP
 BM0622  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 BM0622
 BM0622  VERT ORDER  -  SECOND    CLASS 0
 BM0622
 BM0622.The horizontal coordinates were scaled from a topographic map and have
 BM0622.an estimated accuracy of +/- 6 seconds.
 BM0622
 BM0622.The orthometric height was determined by differential leveling
 BM0622.and adjusted by the National Geodetic Survey in June 1991..
 BM0622
 BM0622.The geoid height was determined by GEOID03.
 BM0622
 BM0622.The dynamic height is computed by dividing the NAVD 88
 BM0622.geopotential number by the normal gravity value computed on the
 BM0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0622.degrees latitude (g = 980.6199 gals.).
 BM0622
 BM0622.The modeled gravity was interpolated from observed gravity values.
 BM0622
 BM0622;                    North         East    Units  Estimated Accuracy
 BM0622;SPC TX C     - 3,068,640.      951,620.      MT  (+/- 180 meters Scaled)
 BM0622
 BM0622                          SUPERSEDED SURVEY CONTROL
 BM0622
 BM0622  NGVD 29 (??/??/92)  144.902  (m)          475.40   (f) ADJ UNCH    2 0
 BM0622
 BM0622.Superseded values are not recommended for survey control.
 BM0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0622.See file dsdata.txt to determine how the superseded data were derived.
 BM0622
 BM0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU232481(NAD 83)
 BM0622_MARKER: DB = BENCH MARK DISK
 BM0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0622_STAMPING: M-201 1933
 BM0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0622+STABILITY: SURFACE MOTION
 BM0622
 BM0622  HISTORY     - Date     Condition        Report By
 BM0622  HISTORY     - 1933     MONUMENTED       CGS
 BM0622  HISTORY     - 1953     MARK NOT FOUND   NGS
 BM0622  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0622
 BM0622                          STATION DESCRIPTION
 BM0622
 BM0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0622'2.2 MI E FROM AUSTIN.
 BM0622'0.9 MILES EAST OF, 1.3 MILES EAST OF DEPOT ALONG THE TEXAS AND NEW
 BM0622'ORLEANS RAILROAD, AT AUSTIN JUNCTION, 78 FEET EAST OF POINT OF SWITCH,
 BM0622'18 FEET NORTH OF SIGN AUSTIN JCT.
 BM0622
 BM0622                          STATION RECOVERY (1953)
 BM0622
 BM0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BM0622'MARK NOT FOUND.
 BM0622
 BM0622                          STATION RECOVERY (2003)
 BM0622
 BM0622'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0086 ***********************************************************************
 BN0086  DESIGNATION -  M 202
 BN0086  PID         -  BN0086
 BN0086  STATE/COUNTY-  TX/BLANCO
 BN0086  USGS QUAD   -  YEAGER CREEK (1986)
 BN0086
 BN0086                         *CURRENT SURVEY CONTROL
 BN0086  ___________________________________________________________________
 BN0086* NAD 83(1986)-  30 12 30.     (N)    098 18 26.     (W)     SCALED    
 BN0086* NAVD 88     -       342.635  (meters)    1124.13   (feet)  ADJUSTED  
 BN0086  ___________________________________________________________________
 BN0086  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 BN0086  DYNAMIC HT  -         342.159 (meters)    1122.57  (feet)  COMP
 BN0086  MODELED GRAV-     979,245.4   (mgal)                       NAVD 88
 BN0086
 BN0086  VERT ORDER  -  SECOND    CLASS 0
 BN0086
 BN0086.The horizontal coordinates were scaled from a topographic map and have
 BN0086.an estimated accuracy of +/- 6 seconds.
 BN0086
 BN0086.The orthometric height was determined by differential leveling
 BN0086.and adjusted by the National Geodetic Survey in June 1991..
 BN0086
 BN0086.The geoid height was determined by GEOID03.
 BN0086
 BN0086.The dynamic height is computed by dividing the NAVD 88
 BN0086.geopotential number by the normal gravity value computed on the
 BN0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0086.degrees latitude (g = 980.6199 gals.).
 BN0086
 BN0086.The modeled gravity was interpolated from observed gravity values.
 BN0086
 BN0086;                    North         East    Units  Estimated Accuracy
 BN0086;SPC TX C     - 3,061,820.      895,070.      MT  (+/- 180 meters Scaled)
 BN0086
 BN0086                          SUPERSEDED SURVEY CONTROL
 BN0086
 BN0086  NGVD 29 (??/??/92)  342.546  (m)         1123.84   (f) ADJ UNCH    2 0
 BN0086
 BN0086.Superseded values are not recommended for survey control.
 BN0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0086.See file dsdata.txt to determine how the superseded data were derived.
 BN0086
 BN0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU666420(NAD 83)
 BN0086_MARKER: DB = BENCH MARK DISK
 BN0086_SETTING: 66 = SET IN ROCK OUTCROP
 BN0086_SP_SET: ROCK OUTCROP
 BN0086_STAMPING: M 202 1933
 BN0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0086+STABILITY: POSITION/ELEVATION WELL
 BN0086
 BN0086  HISTORY     - Date     Condition        Report By
 BN0086  HISTORY     - 1933     MONUMENTED       CGS
 BN0086  HISTORY     - 1953     GOOD             NGS
 BN0086  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0086
 BN0086                          STATION DESCRIPTION
 BN0086
 BN0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0086'10.95 MI SE FROM JOHNSON CITY.
 BN0086'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0086'CITY, THENCE 10.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 290, MIDWAY
 BN0086'BETWEEN TWO CURVES IN THE HIGHWAY, 45 FEET WEST OF THE CENTER LINE OF
 BN0086'THE HIGHWAY, 50 FEET NORTH OF THE CENTER OF THE WEST END OF A CONCRETE
 BN0086'CULVERT, SET IN THE TOP OF THE CENTER OF A LARGE LIMESTONE OUTCROP.
 BN0086
 BN0086                          STATION RECOVERY (1990)
 BN0086
 BN0086'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0669 ***********************************************************************
 AH0669  DESIGNATION -  M 203
 AH0669  PID         -  AH0669
 AH0669  STATE/COUNTY-  TX/KLEBERG
 AH0669  USGS QUAD   -  PAISANO LAKE (1979)
 AH0669
 AH0669                         *CURRENT SURVEY CONTROL
 AH0669  ___________________________________________________________________
 AH0669* NAD 83(1986)-  27 15 28.     (N)    097 54 17.     (W)     SCALED    
 AH0669* NAVD 88     -        17.416  (meters)      57.14   (feet)  ADJUSTED  
 AH0669  ___________________________________________________________________
 AH0669  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH0669  DYNAMIC HT  -          17.389 (meters)      57.05  (feet)  COMP
 AH0669  MODELED GRAV-     979,085.4   (mgal)                       NAVD 88
 AH0669
 AH0669  VERT ORDER  -  SECOND    CLASS 0
 AH0669
 AH0669.The horizontal coordinates were scaled from a topographic map and have
 AH0669.an estimated accuracy of +/- 6 seconds.
 AH0669
 AH0669.The orthometric height was determined by differential leveling
 AH0669.and adjusted by the National Geodetic Survey in June 1991..
 AH0669
 AH0669.The geoid height was determined by GEOID03.
 AH0669
 AH0669.The dynamic height is computed by dividing the NAVD 88
 AH0669.geopotential number by the normal gravity value computed on the
 AH0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0669.degrees latitude (g = 980.6199 gals.).
 AH0669
 AH0669.The modeled gravity was interpolated from observed gravity values.
 AH0669
 AH0669;                    North         East    Units  Estimated Accuracy
 AH0669;SPC TX S     - 5,176,420.      358,940.      MT  (+/- 180 meters Scaled)
 AH0669
 AH0669                          SUPERSEDED SURVEY CONTROL
 AH0669
 AH0669  NGVD 29 (??/??/92)   17.545  (m)           57.56   (f) ADJ UNCH    2 0
 AH0669
 AH0669.Superseded values are not recommended for survey control.
 AH0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0669.See file dsdata.txt to determine how the superseded data were derived.
 AH0669
 AH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR084154(NAD 83)
 AH0669_MARKER: DB = BENCH MARK DISK
 AH0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0669_STAMPING: M 203 1934
 AH0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0669+STABILITY: SURFACE MOTION
 AH0669
 AH0669  HISTORY     - Date     Condition        Report By
 AH0669  HISTORY     - 1934     MONUMENTED       CGS
 AH0669  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0669
 AH0669                          STATION DESCRIPTION
 AH0669
 AH0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AH0669'7.0 MI SW FROM RIVIERA.
 AH0669'7.0 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AH0669'RIVIERA, KLEBERG COUNTY, 0.6 MILE EAST OF AN OFF-SET IN THE
 AH0669'RIGHT-OF-WAY FENCE NEAR AN ABANDONED PIT, 39 FEET NORTH OF THE
 AH0669'CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 AH0669'A STANDARD DISK, STAMPED M 203 1934 AND SET IN THE TOP OF A CONCRETE
 AH0669'POST.
 AH0669
 AH0669                          STATION RECOVERY (1975)
 AH0669
 AH0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0423 ***********************************************************************
 BZ0423  DESIGNATION -  M 204
 BZ0423  PID         -  BZ0423
 BZ0423  STATE/COUNTY-  TX/LEON
 BZ0423  USGS QUAD   -  MARGIE (1982)
 BZ0423
 BZ0423                         *CURRENT SURVEY CONTROL
 BZ0423  ___________________________________________________________________
 BZ0423* NAD 83(1986)-  31 11 13.     (N)    096 07 47.     (W)     SCALED    
 BZ0423* NAVD 88     -       152.93   (+/-2cm)     501.7    (feet)  VERTCON   
 BZ0423  ___________________________________________________________________
 BZ0423  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BZ0423
 BZ0423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0423
 BZ0423.The horizontal coordinates were scaled from a topographic map and have
 BZ0423.an estimated accuracy of +/- 6 seconds.
 BZ0423
 BZ0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0423.The vertical order pertains to the NGVD 29 superseded value.
 BZ0423
 BZ0423.The geoid height was determined by GEOID03.
 BZ0423
 BZ0423;                    North         East    Units  Estimated Accuracy
 BZ0423;SPC TX C     - 3,176,100.    1,100,540.      MT  (+/- 180 meters Scaled)
 BZ0423
 BZ0423                          SUPERSEDED SURVEY CONTROL
 BZ0423
 BZ0423  NGVD 29 (??/??/92)  152.895  (m)          501.62   (f) ADJ UNCH    2 0
 BZ0423
 BZ0423.Superseded values are not recommended for survey control.
 BZ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0423.See file dsdata.txt to determine how the superseded data were derived.
 BZ0423
 BZ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV735538(NAD 83)
 BZ0423_MARKER: DB = BENCH MARK DISK
 BZ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0423_STAMPING: M-204 1933
 BZ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0423+STABILITY: SURFACE MOTION
 BZ0423
 BZ0423  HISTORY     - Date     Condition        Report By
 BZ0423  HISTORY     - 1933     MONUMENTED       CGS
 BZ0423  HISTORY     - 1942     GOOD             NGS
 BZ0423
 BZ0423                          STATION DESCRIPTION
 BZ0423
 BZ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0423'2.4 MI N FROM FLYNN.
 BZ0423'2.4 MILES NORTH OF, ALONG BURLINGTON AND ROCK ISLAND R.R. IN NORTHWEST
 BZ0423'CORNER OF ROAD CROSSING, 30 FEET NORTHWEST OF CENTER OF TRACK. NEAR
 BZ0423'MILEPOST 171.
 BZ0423
 BZ0423                          STATION RECOVERY (1942)
 BZ0423
 BZ0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BZ0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1672 ***********************************************************************
 BL1672  DESIGNATION -  M 205
 BL1672  PID         -  BL1672
 BL1672  STATE/COUNTY-  TX/WALKER
 BL1672  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1672
 BL1672                         *CURRENT SURVEY CONTROL
 BL1672  ___________________________________________________________________
 BL1672* NAD 83(1986)-  30 48 22.     (N)    095 42 10.     (W)     SCALED    
 BL1672* NAVD 88     -       125.81   (+/-2cm)     412.8    (feet)  VERTCON   
 BL1672  ___________________________________________________________________
 BL1672  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BL1672
 BL1672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1672
 BL1672.The horizontal coordinates were scaled from a topographic map and have
 BL1672.an estimated accuracy of +/- 6 seconds.
 BL1672
 BL1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1672.The vertical order pertains to the NGVD 29 superseded value.
 BL1672
 BL1672.The geoid height was determined by GEOID03.
 BL1672
 BL1672;                    North         East    Units  Estimated Accuracy
 BL1672;SPC TX C     - 3,135,530.    1,142,950.      MT  (+/- 180 meters Scaled)
 BL1672
 BL1672                          SUPERSEDED SURVEY CONTROL
 BL1672
 BL1672  NGVD 29 (??/??/92)  125.808  (m)          412.76   (f) ADJ UNCH    2 0
 BL1672
 BL1672.Superseded values are not recommended for survey control.
 BL1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1672.See file dsdata.txt to determine how the superseded data were derived.
 BL1672
 BL1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ414112(NAD 83)
 BL1672_MARKER: DB = BENCH MARK DISK
 BL1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1672_STAMPING: M 205 1933 412.762
 BL1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1672+STABILITY: SURFACE MOTION
 BL1672
 BL1672  HISTORY     - Date     Condition        Report By
 BL1672  HISTORY     - 1933     MONUMENTED       CGS
 BL1672  HISTORY     - 1947     GOOD             NGS
 BL1672  HISTORY     - 19960601 GOOD             USPSQD
 BL1672
 BL1672                          STATION DESCRIPTION
 BL1672
 BL1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1672'11.5 MI NW FROM HUNTSVILLE.
 BL1672'11.5 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE COURT HOUSE AT
 BL1672'HUNTSVILLE, ON THE SOUTHEAST SLOPE OF A HILL, IN THE FRONT YARD OF A
 BL1672'FARM HOUSE, 0.1 MILE SOUTHEAST OF A STORE AND SERVICE STATION, 118
 BL1672'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 84 FEET EAST OF
 BL1672'TELEPHONE POLE 425, 48 FEET EAST OF A POWER POLE, 50 FEET NORTH OF A
 BL1672'15 INCH OAK TREE, 31 FEET WEST OF THE WEST CORNER OF A FARM HOUSE, 2
 BL1672'FEET SOUTHEAST OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 BL1672'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 BL1672
 BL1672                          STATION RECOVERY (1996)
 BL1672
 BL1672'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1653 ***********************************************************************
 BL1653  DESIGNATION -  M 206
 BL1653  PID         -  BL1653
 BL1653  STATE/COUNTY-  TX/GRIMES
 BL1653  USGS QUAD   -  ROANS PRAIRIE (1962)
 BL1653
 BL1653                         *CURRENT SURVEY CONTROL
 BL1653  ___________________________________________________________________
 BL1653* NAD 83(1986)-  30 30 48.     (N)    095 58 58.     (W)     SCALED    
 BL1653* NAVD 88     -       113.70   (+/-2cm)     373.0    (feet)  VERTCON   
 BL1653  ___________________________________________________________________
 BL1653  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BL1653
 BL1653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1653
 BL1653.The horizontal coordinates were scaled from a topographic map and have
 BL1653.an estimated accuracy of +/- 6 seconds.
 BL1653
 BL1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1653.The vertical order pertains to the NGVD 29 superseded value.
 BL1653
 BL1653.The geoid height was determined by GEOID03.
 BL1653
 BL1653;                    North         East    Units  Estimated Accuracy
 BL1653;SPC TX C     - 3,102,020.    1,117,450.      MT  (+/- 180 meters Scaled)
 BL1653
 BL1653                          SUPERSEDED SURVEY CONTROL
 BL1653
 BL1653  NGVD 29 (??/??/92)  113.682  (m)          372.97   (f) ADJ UNCH    2 0
 BL1653
 BL1653.Superseded values are not recommended for survey control.
 BL1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1653.See file dsdata.txt to determine how the superseded data were derived.
 BL1653
 BL1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP137794(NAD 83)
 BL1653_MARKER: DB = BENCH MARK DISK
 BL1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1653_STAMPING: M-206 1933
 BL1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1653+STABILITY: SURFACE MOTION
 BL1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1653+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 BL1653
 BL1653  HISTORY     - Date     Condition        Report By
 BL1653  HISTORY     - 1933     MONUMENTED       CGS
 BL1653  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL1653  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1653  HISTORY     - 20041014 GOOD             USPSQD
 BL1653
 BL1653                          STATION DESCRIPTION
 BL1653
 BL1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1653'1.8 MI N FROM ANDERSON.
 BL1653'1.8 MILES NORTH OF, ALONG INTERNATIONAL AND GREAT-NORTHERN RAILROAD.
 BL1653'160 FEET NORTH OF MILE POST 12/20, 58 FEET NORTHWEST OF CENTER OF
 BL1653'TRACK IN OLD LANE, 17 FEET NORTH OF CROSS FENCE.
 BL1653
 BL1653                          STATION RECOVERY (1961)
 BL1653
 BL1653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL1653'MARK NOT FOUND.
 BL1653
 BL1653                          STATION RECOVERY (1994)
 BL1653
 BL1653'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1653'MARK NOT FOUND.
 BL1653
 BL1653                          STATION RECOVERY (2004)
 BL1653
 BL1653'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1653'METAL WETNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0111 ***********************************************************************
 BM0111  DESIGNATION -  M 207
 BM0111  PID         -  BM0111
 BM0111  STATE/COUNTY-  TX/WASHINGTON
 BM0111  USGS QUAD   -  BRENHAM (1989)
 BM0111
 BM0111                         *CURRENT SURVEY CONTROL
 BM0111  ___________________________________________________________________
 BM0111* NAD 83(1986)-  30 10 00.     (N)    096 22 43.     (W)     SCALED    
 BM0111* NAVD 88     -        91.69   (+/-2cm)     300.8    (feet)  VERTCON   
 BM0111  ___________________________________________________________________
 BM0111  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BM0111
 BM0111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0111
 BM0111.The horizontal coordinates were scaled from a topographic map and have
 BM0111.an estimated accuracy of +/- 6 seconds.
 BM0111
 BM0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0111.The vertical order pertains to the NGVD 29 superseded value.
 BM0111
 BM0111.The geoid height was determined by GEOID03.
 BM0111
 BM0111;                    North         East    Units  Estimated Accuracy
 BM0111;SPC TX C     - 3,062,200.    1,080,850.      MT  (+/- 180 meters Scaled)
 BM0111
 BM0111                          SUPERSEDED SURVEY CONTROL
 BM0111
 BM0111  NGVD 29 (??/??/92)   91.652  (m)          300.69   (f) ADJ UNCH    2 0
 BM0111
 BM0111.Superseded values are not recommended for survey control.
 BM0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0111.See file dsdata.txt to determine how the superseded data were derived.
 BM0111
 BM0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU524401(NAD 83)
 BM0111_MARKER: DB = BENCH MARK DISK
 BM0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0111_STAMPING: M 207 1933
 BM0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0111+STABILITY: SURFACE MOTION
 BM0111
 BM0111  HISTORY     - Date     Condition        Report By
 BM0111  HISTORY     - 1933     MONUMENTED       CGS
 BM0111  HISTORY     - 1963     GOOD             USGS
 BM0111  HISTORY     - 19910623 MARK NOT FOUND   USPSQD
 BM0111  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0111  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 BM0111
 BM0111                          STATION DESCRIPTION
 BM0111
 BM0111'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BM0111'1.2 MI E FROM BRENHAM.
 BM0111'1.2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0111'STATION AT BRENHAM, WASHINGTON COUNTY, 150 YARDS WEST OF MILEPOST 20,
 BM0111'AT A ROAD CROSSING, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 33
 BM0111'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK STAMPED M
 BM0111'207 1933 AND SET IN THE TOP OF A CONCRETE POST.
 BM0111
 BM0111                          STATION RECOVERY (1991)
 BM0111
 BM0111'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0111'MARK NOT FOUND.
 BM0111
 BM0111                          STATION RECOVERY (1999)
 BM0111
 BM0111'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0111'MARK NOT FOUND.
 BM0111
 BM0111                          STATION RECOVERY (2004)
 BM0111
 BM0111'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0326 ***********************************************************************
 BM0326  DESIGNATION -  M 208
 BM0326  PID         -  BM0326
 BM0326  STATE/COUNTY-  TX/MILAM
 BM0326  USGS QUAD   -  MILANO (1989)
 BM0326
 BM0326                         *CURRENT SURVEY CONTROL
 BM0326  ___________________________________________________________________
 BM0326* NAD 83(1986)-  30 39 04.     (N)    096 48 44.     (W)     SCALED    
 BM0326* NAVD 88     -       152.50   (+/-2cm)     500.3    (feet)  VERTCON   
 BM0326  ___________________________________________________________________
 BM0326  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BM0326
 BM0326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0326
 BM0326.The horizontal coordinates were scaled from a topographic map and have
 BM0326.an estimated accuracy of +/- 6 seconds.
 BM0326
 BM0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0326.The vertical order pertains to the NGVD 29 superseded value.
 BM0326
 BM0326.The geoid height was determined by GEOID03.
 BM0326
 BM0326;                    North         East    Units  Estimated Accuracy
 BM0326;SPC TX C     - 3,114,470.    1,037,410.      MT  (+/- 180 meters Scaled)
 BM0326
 BM0326                          SUPERSEDED SURVEY CONTROL
 BM0326
 BM0326  NGVD 29 (??/??/92)  152.439  (m)          500.13   (f) ADJ UNCH    2 0
 BM0326
 BM0326.Superseded values are not recommended for survey control.
 BM0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0326.See file dsdata.txt to determine how the superseded data were derived.
 BM0326
 BM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU096929(NAD 83)
 BM0326_MARKER: DB = BENCH MARK DISK
 BM0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0326_STAMPING: M-208 1934
 BM0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0326+STABILITY: SURFACE MOTION
 BM0326
 BM0326  HISTORY     - Date     Condition        Report By
 BM0326  HISTORY     - 1934     MONUMENTED       CGS
 BM0326  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0326
 BM0326                          STATION DESCRIPTION
 BM0326
 BM0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0326'4.4 MI NW FROM CHRIESMAN.
 BM0326'4.4 MILES NORTHWEST OF, ALONG GULF COLORADO AND SANTA FE RAILROAD. 200
 BM0326'YARDS NORTH OF MILE POST 169, AND 101 FEET NORTHEAST OF CENTER OF
 BM0326'TRACK, OPPOSITE SEMIPHORE AND SWITCH STANDARD.
 BM0326
 BM0326                          STATION RECOVERY (1999)
 BM0326
 BM0326'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0349 ***********************************************************************
 BM0349  DESIGNATION -  M 209
 BM0349  PID         -  BM0349
 BM0349  STATE/COUNTY-  TX/WILLIAMSON
 BM0349  USGS QUAD   -  GRANGER (1988)
 BM0349
 BM0349                         *CURRENT SURVEY CONTROL
 BM0349  ___________________________________________________________________
 BM0349* NAD 83(1986)-  30 42 02.     (N)    097 26 30.     (W)     SCALED    
 BM0349* NAVD 88     -       167.64   (+/-2cm)     550.0    (feet)  VERTCON   
 BM0349  ___________________________________________________________________
 BM0349  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BM0349
 BM0349  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0349
 BM0349.The horizontal coordinates were scaled from a topographic map and have
 BM0349.an estimated accuracy of +/- 6 seconds.
 BM0349
 BM0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0349.The vertical order pertains to the NGVD 29 superseded value.
 BM0349
 BM0349.The geoid height was determined by GEOID03.
 BM0349
 BM0349;                    North         East    Units  Estimated Accuracy
 BM0349;SPC TX C     - 3,118,210.      976,970.      MT  (+/- 180 meters Scaled)
 BM0349
 BM0349                          SUPERSEDED SURVEY CONTROL
 BM0349
 BM0349  NGVD 29 (??/??/92)  167.563  (m)          549.75   (f) ADJ UNCH    1 2
 BM0349
 BM0349.Superseded values are not recommended for survey control.
 BM0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0349.See file dsdata.txt to determine how the superseded data were derived.
 BM0349
 BM0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU492974(NAD 83)
 BM0349_MARKER: DB = BENCH MARK DISK
 BM0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0349_SP_SET: ABUTMENT
 BM0349_STAMPING: M 209 1934 549.920
 BM0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0349
 BM0349  HISTORY     - Date     Condition        Report By
 BM0349  HISTORY     - 1934     MONUMENTED       CGS
 BM0349  HISTORY     - 1954     GOOD             NGS
 BM0349  HISTORY     - 1990     GOOD             USPSQD
 BM0349
 BM0349                          STATION DESCRIPTION
 BM0349
 BM0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0349'1.2 MI S FROM GRANGER.
 BM0349'1.2 MILES SOUTH ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 BM0349'FROM THE STATION AT GRANGER, 9 1/2 POLES SOUTH OF MILEPOST 909, 6.3
 BM0349'FEET EAST OF THE EAST RAIL, 4.6 FEET BELOW THE TOP OF THE RAILS, SET
 BM0349'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A STEEL
 BM0349'BRIDGE OVER WILLIS CREEK.
 BM0349
 BM0349                          STATION RECOVERY (1990)
 BM0349
 BM0349'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1249 ***********************************************************************
 AX1249  DESIGNATION -  M 210
 AX1249  PID         -  AX1249
 AX1249  STATE/COUNTY-  TX/COLORADO
 AX1249  USGS QUAD   -  SAWMILL BRANCH (1981)
 AX1249
 AX1249                         *CURRENT SURVEY CONTROL
 AX1249  ___________________________________________________________________
 AX1249* NAD 83(1986)-  29 30 19.     (N)    096 38 51.     (W)     SCALED    
 AX1249* NAVD 88     -        81.12   (+/-2cm)     266.1    (feet)  VERTCON   
 AX1249  ___________________________________________________________________
 AX1249  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX1249
 AX1249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1249
 AX1249.The horizontal coordinates were scaled from a topographic map and have
 AX1249.an estimated accuracy of +/- 6 seconds.
 AX1249
 AX1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1249.The vertical order pertains to the NGVD 29 superseded value.
 AX1249
 AX1249.The geoid height was determined by GEOID03.
 AX1249
 AX1249;                    North         East    Units  Estimated Accuracy
 AX1249;SPC TXSC     - 4,187,590.      828,060.      MT  (+/- 180 meters Scaled)
 AX1249
 AX1249                          SUPERSEDED SURVEY CONTROL
 AX1249
 AX1249  NGVD 29 (??/??/92)   81.109  (m)          266.11   (f) ADJ UNCH    2 0
 AX1249
 AX1249.Superseded values are not recommended for survey control.
 AX1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1249.See file dsdata.txt to determine how the superseded data were derived.
 AX1249
 AX1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT280662(NAD 83)
 AX1249_MARKER: DB = BENCH MARK DISK
 AX1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1249_STAMPING: 266.135 M 210 1934
 AX1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1249+STABILITY: SURFACE MOTION
 AX1249
 AX1249  HISTORY     - Date     Condition        Report By
 AX1249  HISTORY     - 1934     MONUMENTED       CGS
 AX1249  HISTORY     - 1965     GOOD             USGS
 AX1249  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1249
 AX1249                          STATION DESCRIPTION
 AX1249
 AX1249'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AX1249'1.8 MI NE FROM SHERIDAN.
 AX1249'SHERIDAN, 1.8 MILES NORTHEAST OF ALONG US HIGHWAY ALTERNATE 90. ABOUT
 AX1249'0.5 MILE SOUTHWEST OF BRIDGE OVER MIDDLE SANDY CREEK.  35 FEET
 AX1249'NORTHEAST OF TRACK ROAD NORTH 50 FEET SOUTHEAST OF RR GRADE.  62 FEET
 AX1249'NORTHWEST AND 6.5 FEET LOWER THAN HIGHWAY.  A STANDARD DISK, SET IN
 AX1249'THE TOP OF A CONCRETE POST.
 AX1249
 AX1249                          STATION RECOVERY (1991)
 AX1249
 AX1249'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0147 ***********************************************************************
 CB0147  DESIGNATION -  M 211 RESET 1956
 CB0147  PID         -  CB0147
 CB0147  STATE/COUNTY-  TX/TOM GREEN
 CB0147  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0147
 CB0147                         *CURRENT SURVEY CONTROL
 CB0147  ___________________________________________________________________
 CB0147* NAD 83(1986)-  31 22 52.     (N)    100 26 00.     (W)     SCALED    
 CB0147* NAVD 88     -       578.38   (+/-2cm)    1897.6    (feet)  VERTCON   
 CB0147  ___________________________________________________________________
 CB0147  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CB0147
 CB0147  VERT ORDER  -  THIRD (See Below)
 CB0147
 CB0147.The horizontal coordinates were scaled from a topographic map and have
 CB0147.an estimated accuracy of +/- 6 seconds.
 CB0147
 CB0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0147.The vertical order pertains to the NGVD 29 superseded value.
 CB0147
 CB0147.The geoid height was determined by GEOID03.
 CB0147
 CB0147;                    North         East    Units  Estimated Accuracy
 CB0147;SPC TX C     - 3,190,060.      690,490.      MT  (+/- 180 meters Scaled)
 CB0147
 CB0147                          SUPERSEDED SURVEY CONTROL
 CB0147
 CB0147  NGVD 29 (??/??/??)  578.20   (m)         1897.0    (f) RESET       3  
 CB0147
 CB0147.Superseded values are not recommended for survey control.
 CB0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0147.See file dsdata.txt to determine how the superseded data were derived.
 CB0147
 CB0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV637727(NAD 83)
 CB0147_MARKER: DB = BENCH MARK DISK
 CB0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0147_STAMPING: M 211 1934 RESET 1956 1896.190
 CB0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0147+STABILITY: SURFACE MOTION
 CB0147
 CB0147  HISTORY     - Date     Condition        Report By
 CB0147  HISTORY     - 1956     MONUMENTED       USGS
 CB0147  HISTORY     - 1981     GOOD             NGS
 CB0147
 CB0147                          STATION DESCRIPTION
 CB0147
 CB0147'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0147'6.7 MI S FROM SAN ANGELO.
 CB0147'6.7 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM SAN ANGELO.  ABOUT 90 FEET
 CB0147'NORTH AND 50 FEET EAST OF A HOUSE, 50 FEET WEST OF THE HIGHWAY, 25
 CB0147'FEET SOUTH OF A FENCE CORNER WITH FENCE WEST, 2 FEET SOUTHWEST OF A
 CB0147'TELEPHONE POLE, 1.0 FOOT EAST OF A FENCE, AND SET IN THE TOP OF A
 CB0147'CONCRETE POST PROJECTING 7 INCHES.  THERE IS ALSO 2 X 4-INCH POST
 CB0147'PAINTED USBM.
 CB0147
 CB0147                          STATION RECOVERY (1981)
 CB0147
 CB0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0147'3.7 KM (2.3 MI) SOUTHEAST ALONG CHAOBOURNE STREET FROM THE ATSHISON
 CB0147'TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE 5.0 KM
 CB0147'(3.1 MI) SOUTH ALONG U.S. HIGHWAY 277. 38.7 M (127.0 FT) NE OF THE NE
 CB0147'CORNER OF BROWN PIPE AND SUPPLY COMPANY, 15.2 M. (19.9 FT) W OF THE
 CB0147'CENTERLINE OF THE HIGHWAY, 0.9 MI (3.0 FT) SW OF A PIPE FENCE CORNER,
 CB0147'0.6 M (2.0 FT) SW OF UTILITY POLE NUMBER 215.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0649 ***********************************************************************
 CA0649  DESIGNATION -  M 212
 CA0649  PID         -  CA0649
 CA0649  STATE/COUNTY-  TX/RUNNELS
 CA0649  USGS QUAD   -  WINTERS (1987)
 CA0649
 CA0649                         *CURRENT SURVEY CONTROL
 CA0649  ___________________________________________________________________
 CA0649* NAD 83(1986)-  31 54 06.     (N)    099 58 09.     (W)     SCALED    
 CA0649* NAVD 88     -       552.953  (meters)    1814.15   (feet)  ADJUSTED  
 CA0649  ___________________________________________________________________
 CA0649  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CA0649  DYNAMIC HT  -         552.229 (meters)    1811.77  (feet)  COMP
 CA0649  MODELED GRAV-     979,312.7   (mgal)                       NAVD 88
 CA0649
 CA0649  VERT ORDER  -  SECOND    CLASS 0
 CA0649
 CA0649.The horizontal coordinates were scaled from a topographic map and have
 CA0649.an estimated accuracy of +/- 6 seconds.
 CA0649
 CA0649.The orthometric height was determined by differential leveling
 CA0649.and adjusted by the National Geodetic Survey in June 1991..
 CA0649
 CA0649.The geoid height was determined by GEOID03.
 CA0649
 CA0649.The dynamic height is computed by dividing the NAVD 88
 CA0649.geopotential number by the normal gravity value computed on the
 CA0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0649.degrees latitude (g = 980.6199 gals.).
 CA0649
 CA0649.The modeled gravity was interpolated from observed gravity values.
 CA0649
 CA0649;                    North         East    Units  Estimated Accuracy
 CA0649;SPC TX C     - 3,247,830.      734,450.      MT  (+/- 180 meters Scaled)
 CA0649
 CA0649                          SUPERSEDED SURVEY CONTROL
 CA0649
 CA0649  NGVD 29 (??/??/92)  552.835  (m)         1813.76   (f) ADJ UNCH    2 0
 CA0649
 CA0649.Superseded values are not recommended for survey control.
 CA0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0649.See file dsdata.txt to determine how the superseded data were derived.
 CA0649
 CA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA083299(NAD 83)
 CA0649_MARKER: DB = BENCH MARK DISK
 CA0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0649_STAMPING: 1813.546 M 212 1934
 CA0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0649+STABILITY: SURFACE MOTION
 CA0649
 CA0649  HISTORY     - Date     Condition        Report By
 CA0649  HISTORY     - 1934     MONUMENTED       CGS
 CA0649  HISTORY     - 1940     GOOD             NGS
 CA0649
 CA0649                          STATION DESCRIPTION
 CA0649
 CA0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0649'4.0 MI SE FROM WINTERS.
 CA0649'4.0 MILES SOUTHEAST ALONG THE ABILENE AND SOUTHERN RAILWAY FROM
 CA0649'WINTERS, 21 FEET EAST OF MILEPOST 12, AND 19 FEET SOUTHWEST OF THE
 CA0649'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 1813.546 M 212 1934
 CA0649'AND SET IN THE TOP OF A CONCRETE POST.
 CA0649
 CA0649                          STATION RECOVERY (1940)
 CA0649
 CA0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CA0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0073 ***********************************************************************
 AX0073  DESIGNATION -  M 212
 AX0073  PID         -  AX0073
 AX0073  STATE/COUNTY-  TX/COLORADO
 AX0073  USGS QUAD   -  EAGLE LAKE (1981)
 AX0073
 AX0073                         *CURRENT SURVEY CONTROL
 AX0073  ___________________________________________________________________
 AX0073* NAD 83(1986)-  29 35 53.     (N)    096 15 43.     (W)     SCALED    
 AX0073* NAVD 88     -        50.05   (+/-2cm)     164.2    (feet)  VERTCON   
 AX0073  ___________________________________________________________________
 AX0073  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0073
 AX0073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0073
 AX0073.The horizontal coordinates were scaled from a topographic map and have
 AX0073.an estimated accuracy of +/- 6 seconds.
 AX0073
 AX0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0073.The vertical order pertains to the NGVD 29 superseded value.
 AX0073
 AX0073.The geoid height was determined by GEOID03.
 AX0073
 AX0073;                    North         East    Units  Estimated Accuracy
 AX0073;SPC TXSC     - 4,198,680.      865,190.      MT  (+/- 180 meters Scaled)
 AX0073
 AX0073                          SUPERSEDED SURVEY CONTROL
 AX0073
 AX0073  NGVD 29 (??/??/92)   50.040  (m)          164.17   (f) ADJ UNCH    2 0
 AX0073
 AX0073.Superseded values are not recommended for survey control.
 AX0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0073.See file dsdata.txt to determine how the superseded data were derived.
 AX0073
 AX0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT651773(NAD 83)
 AX0073_MARKER: DB = BENCH MARK DISK
 AX0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0073_STAMPING: 164.156 M 212 1934
 AX0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0073+STABILITY: SURFACE MOTION
 AX0073
 AX0073  HISTORY     - Date     Condition        Report By
 AX0073  HISTORY     - 1934     MONUMENTED       CGS
 AX0073  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0073
 AX0073                          STATION DESCRIPTION
 AX0073
 AX0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0073'3.0 MI W FROM CHESTERVILLE.
 AX0073'ABOUT 3.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AX0073'CHESTERVILLE, COLORADO COUNTY, 4 FEET EAST OF MILEPOST 57, AND AT THE
 AX0073'NORTHEAST CORNER OF A ROAD CROSSING.  A STANDARD DISK, STAMPED 164.156
 AX0073'M 212 1934 AND SET IN THE TOP OF A CONCRETE POST.
 AX0073
 AX0073                          STATION RECOVERY (1991)
 AX0073
 AX0073'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0395 ***********************************************************************
 AX0395  DESIGNATION -  M 213
 AX0395  PID         -  AX0395
 AX0395  STATE/COUNTY-  TX/WHARTON
 AX0395  USGS QUAD   -  LANE CITY (1980)
 AX0395
 AX0395                         *CURRENT SURVEY CONTROL
 AX0395  ___________________________________________________________________
 AX0395* NAD 83(1986)-  29 10 59.     (N)    096 00 24.     (W)     SCALED    
 AX0395* NAVD 88     -        24.92   (+/-2cm)      81.8    (feet)  VERTCON   
 AX0395  ___________________________________________________________________
 AX0395  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX0395
 AX0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0395
 AX0395.The horizontal coordinates were scaled from a topographic map and have
 AX0395.an estimated accuracy of +/- 6 seconds.
 AX0395
 AX0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0395.The vertical order pertains to the NGVD 29 superseded value.
 AX0395
 AX0395.The geoid height was determined by GEOID03.
 AX0395
 AX0395;                    North         East    Units  Estimated Accuracy
 AX0395;SPC TXSC     - 4,153,310.      891,080.      MT  (+/- 180 meters Scaled)
 AX0395
 AX0395                          SUPERSEDED SURVEY CONTROL
 AX0395
 AX0395  NGVD 29 (??/??/92)   24.927  (m)           81.78   (f) ADJ UNCH    2 0
 AX0395
 AX0395.Superseded values are not recommended for survey control.
 AX0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0395.See file dsdata.txt to determine how the superseded data were derived.
 AX0395
 AX0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT911319(NAD 83)
 AX0395_MARKER: DB = BENCH MARK DISK
 AX0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0395_STAMPING: M 213 1934 81.732
 AX0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0395+STABILITY: SURFACE MOTION
 AX0395
 AX0395  HISTORY     - Date     Condition        Report By
 AX0395  HISTORY     - 1934     MONUMENTED       CGS
 AX0395  HISTORY     - 1943     GOOD             NGS
 AX0395
 AX0395                          STATION DESCRIPTION
 AX0395
 AX0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0395'2.5 MI NW FROM MAGNET.
 AX0395'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT
 AX0395'MAGNET.  PROCEED NORTHWESTERLY 2.5 MILES ALONG RAILROAD TO MILE POST
 AX0395'NO. 54 AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE NORTHWEST
 AX0395'OF CANE JUNCTION, 200.0 FEET SOUTHEAST OF MILE POST NO. 54, 48.0 FEET
 AX0395'NORTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE TRACK,
 AX0395'36.0 FEET NORTHWEST OF THE CENTERLINE OF AN ABANDONED DIRT ROAD
 AX0395'CROSSING, 27.0 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD
 AX0395'PARALLELING TRACK, 26.0 FEET WEST OF A CONCRETE CULVERT HEADWALL, 15.0
 AX0395'FEET SOUTHEAST OF A POLE, 3.0 FEET SOUTHEAST OF A 4 BY 4 INCH WOODEN
 AX0395'MARKER POST AND 2.0 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE.  A DISK SET
 AX0395'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1432 ***********************************************************************
 AY1432  DESIGNATION -  M 214
 AY1432  PID         -  AY1432
 AY1432  STATE/COUNTY-  TX/REAL
 AY1432  USGS QUAD   -  LEAKEY (1971)
 AY1432
 AY1432                         *CURRENT SURVEY CONTROL
 AY1432  ___________________________________________________________________
 AY1432* NAD 83(1986)-  29 43 48.     (N)    099 45 39.     (W)     SCALED    
 AY1432* NAVD 88     -       494.142  (meters)    1621.20   (feet)  ADJUSTED  
 AY1432  ___________________________________________________________________
 AY1432  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AY1432  DYNAMIC HT  -         493.412 (meters)    1618.80  (feet)  COMP
 AY1432  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 AY1432
 AY1432  VERT ORDER  -  SECOND    CLASS 0
 AY1432
 AY1432.The horizontal coordinates were scaled from a topographic map and have
 AY1432.an estimated accuracy of +/- 6 seconds.
 AY1432
 AY1432.The orthometric height was determined by differential leveling
 AY1432.and adjusted by the National Geodetic Survey in June 1991..
 AY1432
 AY1432.The geoid height was determined by GEOID03.
 AY1432
 AY1432.The dynamic height is computed by dividing the NAVD 88
 AY1432.geopotential number by the normal gravity value computed on the
 AY1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1432.degrees latitude (g = 980.6199 gals.).
 AY1432
 AY1432.The modeled gravity was interpolated from observed gravity values.
 AY1432
 AY1432;                    North         East    Units  Estimated Accuracy
 AY1432;SPC TXSC     - 4,210,440.      526,400.      MT  (+/- 180 meters Scaled)
 AY1432
 AY1432                          SUPERSEDED SURVEY CONTROL
 AY1432
 AY1432  NGVD 29 (??/??/92)  494.056  (m)         1620.92   (f) ADJ UNCH    2 0
 AY1432
 AY1432.Superseded values are not recommended for survey control.
 AY1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1432.See file dsdata.txt to determine how the superseded data were derived.
 AY1432
 AY1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT264891(NAD 83)
 AY1432_MARKER: DB = BENCH MARK DISK
 AY1432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1432_SP_SET: FOUNDATION
 AY1432_STAMPING: M 214 1934
 AY1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1432
 AY1432  HISTORY     - Date     Condition        Report By
 AY1432  HISTORY     - 1934     MONUMENTED       CGS
 AY1432  HISTORY     - 1953     GOOD             NGS
 AY1432  HISTORY     - 1989     GOOD             USPSQD
 AY1432  HISTORY     - 20010331 GOOD             NGS
 AY1432  HISTORY     - 20010331 GOOD             NGS
 AY1432  HISTORY     - 20010801 GOOD             NGS
 AY1432
 AY1432                          STATION DESCRIPTION
 AY1432
 AY1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1432'IN LEAKEY.
 AY1432'AT LEAKEY, AT THE GRADE SCHOOL, 0.3 MILE NORTH OF THE COURTHOUSE,
 AY1432'ALONG U.S. HIGHWAY 83, AT THE MOST SOUTHERLY ONE OF TWO BUILDINGS, 1.0
 AY1432'FOOT ABOVE THE GROUND, 1.3 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 AY1432'BUILDING, SET VERTICALLY IN THE CONCRETE FOUNDATION OF THE EAST SIDE
 AY1432'OF THE BUILDING.
 AY1432
 AY1432                          STATION RECOVERY (1989)
 AY1432
 AY1432'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1432'RECOVERED IN GOOD CONDITION.
 AY1432
 AY1432                          STATION RECOVERY (2001)
 AY1432
 AY1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1432'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1432
 AY1432                          STATION RECOVERY (2001)
 AY1432
 AY1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1432'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1432
 AY1432                          STATION RECOVERY (2001)
 AY1432
 AY1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1432'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0507 ***********************************************************************
 AJ0507  DESIGNATION -  M 215
 AJ0507  PID         -  AJ0507
 AJ0507  STATE/COUNTY-  TX/JIM HOGG
 AJ0507  USGS QUAD   -  HEBBRONVILLE SE (1967)
 AJ0507
 AJ0507                         *CURRENT SURVEY CONTROL
 AJ0507  ___________________________________________________________________
 AJ0507* NAD 83(1986)-  27 18 13.     (N)    098 31 46.     (W)     SCALED    
 AJ0507* NAVD 88     -       135.002  (meters)     442.92   (feet)  ADJUSTED  
 AJ0507  ___________________________________________________________________
 AJ0507  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AJ0507  DYNAMIC HT  -         134.787 (meters)     442.21  (feet)  COMP
 AJ0507  MODELED GRAV-     979,052.8   (mgal)                       NAVD 88
 AJ0507
 AJ0507  VERT ORDER  -  SECOND    CLASS 0
 AJ0507
 AJ0507.The horizontal coordinates were scaled from a topographic map and have
 AJ0507.an estimated accuracy of +/- 6 seconds.
 AJ0507
 AJ0507.The orthometric height was determined by differential leveling
 AJ0507.and adjusted by the National Geodetic Survey in June 1991..
 AJ0507
 AJ0507.The geoid height was determined by GEOID03.
 AJ0507
 AJ0507.The dynamic height is computed by dividing the NAVD 88
 AJ0507.geopotential number by the normal gravity value computed on the
 AJ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0507.degrees latitude (g = 980.6199 gals.).
 AJ0507
 AJ0507.The modeled gravity was interpolated from observed gravity values.
 AJ0507
 AJ0507;                    North         East    Units  Estimated Accuracy
 AJ0507;SPC TX S     - 5,181,360.      297,090.      MT  (+/- 180 meters Scaled)
 AJ0507
 AJ0507                          SUPERSEDED SURVEY CONTROL
 AJ0507
 AJ0507  NGVD 29 (??/??/92)  135.062  (m)          443.12   (f) ADJ UNCH    2 0
 AJ0507
 AJ0507.Superseded values are not recommended for survey control.
 AJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0507.See file dsdata.txt to determine how the superseded data were derived.
 AJ0507
 AJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR465201(NAD 83)
 AJ0507_MARKER: DB = BENCH MARK DISK
 AJ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0507_STAMPING: M 215 1934
 AJ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0507+STABILITY: SURFACE MOTION
 AJ0507
 AJ0507  HISTORY     - Date     Condition        Report By
 AJ0507  HISTORY     - 1934     MONUMENTED       CGS
 AJ0507  HISTORY     - 1967     GOOD             USGS
 AJ0507
 AJ0507                          STATION DESCRIPTION
 AJ0507
 AJ0507'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AJ0507'9.2 MI E FROM HEBBRONVILLE.
 AJ0507'ABOUT 9.2 MILES EAST OF HEBBRONVILLE, JIM HOGG COUNTY, 2.5 MILES NORTH
 AJ0507'OF FARM ROAD 285 ALONG THE JIM HOGG-DUVAL COUNTY LINE, THENCE 0.4 MILE
 AJ0507'WEST.  2 FEET SOUTH OF EAST-WEST FENCE (BOUNDARY FENCE BETWEEN JONES
 AJ0507'RANCH AND HECTOR LOPEZ RANCH).  A STANDARD DISK, STAMPED M 215 1934
 AJ0507'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0480 ***********************************************************************
 AO0480  DESIGNATION -  M 216
 AO0480  PID         -  AO0480
 AO0480  STATE/COUNTY-  TX/ZAVALA
 AO0480  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0480
 AO0480                         *CURRENT SURVEY CONTROL
 AO0480  ___________________________________________________________________
 AO0480* NAD 83(1986)-  28 39 02.     (N)    099 46 34.     (W)     SCALED    
 AO0480* NAVD 88     -       171.349  (meters)     562.17   (feet)  ADJUSTED  
 AO0480  ___________________________________________________________________
 AO0480  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AO0480  DYNAMIC HT  -         171.096 (meters)     561.34  (feet)  COMP
 AO0480  MODELED GRAV-     979,162.8   (mgal)                       NAVD 88
 AO0480
 AO0480  VERT ORDER  -  SECOND    CLASS 0
 AO0480
 AO0480.The horizontal coordinates were scaled from a topographic map and have
 AO0480.an estimated accuracy of +/- 6 seconds.
 AO0480
 AO0480.The orthometric height was determined by differential leveling
 AO0480.and adjusted by the National Geodetic Survey in June 1991..
 AO0480
 AO0480.The geoid height was determined by GEOID03.
 AO0480
 AO0480.The dynamic height is computed by dividing the NAVD 88
 AO0480.geopotential number by the normal gravity value computed on the
 AO0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0480.degrees latitude (g = 980.6199 gals.).
 AO0480
 AO0480.The modeled gravity was interpolated from observed gravity values.
 AO0480
 AO0480;                    North         East    Units  Estimated Accuracy
 AO0480;SPC TXSC     - 4,090,820.      524,130.      MT  (+/- 180 meters Scaled)
 AO0480
 AO0480                          SUPERSEDED SURVEY CONTROL
 AO0480
 AO0480  NGVD 29 (??/??/92)  171.254  (m)          561.86   (f) ADJ UNCH    2 0
 AO0480
 AO0480.Superseded values are not recommended for survey control.
 AO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0480.See file dsdata.txt to determine how the superseded data were derived.
 AO0480
 AO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS241695(NAD 83)
 AO0480_MARKER: DB = BENCH MARK DISK
 AO0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0480_STAMPING: M-216 1934
 AO0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0480+STABILITY: SURFACE MOTION
 AO0480
 AO0480  HISTORY     - Date     Condition        Report By
 AO0480  HISTORY     - 1934     MONUMENTED       CGS
 AO0480  HISTORY     - 1972     MARK NOT FOUND   USGS
 AO0480
 AO0480                          STATION DESCRIPTION
 AO0480
 AO0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0480'4.4 MI SE FROM CRYSTAL CITY.
 AO0480'4.4 MILES SE OF, AND ALONG THE S. A. U. AND G. R. R. 550 FT. SE OF
 AO0480'MILE POST A 142.  AT A PRIVATE ROAD CROSSING.  44 FT. SW OF
 AO0480'CENTER-LINE OF TRACK.  41 FT. SE OF ROAD CROSSING AND 7 FT. NE OF R/W
 AO0480'FENCE.
 AO0480
 AO0480                          STATION RECOVERY (1972)
 AO0480
 AO0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AO0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0065 ***********************************************************************
 BO0065  DESIGNATION -  M 218
 BO0065  PID         -  BO0065
 BO0065  STATE/COUNTY-  TX/SUTTON
 BO0065  USGS QUAD   -  DUNBAR DRAW SW (1982)
 BO0065
 BO0065                         *CURRENT SURVEY CONTROL
 BO0065  ___________________________________________________________________
 BO0065* NAD 83(1986)-  30 17 54.     (N)    100 38 39.     (W)     SCALED    
 BO0065* NAVD 88     -       667.042  (meters)    2188.45   (feet)  ADJUSTED  
 BO0065  ___________________________________________________________________
 BO0065  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BO0065  DYNAMIC HT  -         666.067 (meters)    2185.25  (feet)  COMP
 BO0065  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 BO0065
 BO0065  VERT ORDER  -  SECOND    CLASS 0
 BO0065
 BO0065.The horizontal coordinates were scaled from a topographic map and have
 BO0065.an estimated accuracy of +/- 6 seconds.
 BO0065
 BO0065.The orthometric height was determined by differential leveling
 BO0065.and adjusted by the National Geodetic Survey in June 1991..
 BO0065
 BO0065.The geoid height was determined by GEOID03.
 BO0065
 BO0065.The dynamic height is computed by dividing the NAVD 88
 BO0065.geopotential number by the normal gravity value computed on the
 BO0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0065.degrees latitude (g = 980.6199 gals.).
 BO0065
 BO0065.The modeled gravity was interpolated from observed gravity values.
 BO0065
 BO0065;                    North         East    Units  Estimated Accuracy
 BO0065;SPC TX C     - 3,070,070.      670,100.      MT  (+/- 180 meters Scaled)
 BO0065
 BO0065                          SUPERSEDED SURVEY CONTROL
 BO0065
 BO0065  NGVD 29 (??/??/92)  666.875  (m)         2187.91   (f) ADJ UNCH    2 0
 BO0065
 BO0065.Superseded values are not recommended for survey control.
 BO0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0065.See file dsdata.txt to determine how the superseded data were derived.
 BO0065
 BO0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU418529(NAD 83)
 BO0065_MARKER: DB = BENCH MARK DISK
 BO0065_SETTING: 66 = SET IN ROCK OUTCROP
 BO0065_SP_SET: OUTCROP
 BO0065_STAMPING: M 218 1934 2187.906
 BO0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0065+STABILITY: POSITION/ELEVATION WELL
 BO0065
 BO0065  HISTORY     - Date     Condition        Report By
 BO0065  HISTORY     - 1934     MONUMENTED       CGS
 BO0065  HISTORY     - 1958     GOOD             NGS
 BO0065  HISTORY     - 1964     GOOD             CONOCO
 BO0065
 BO0065                          STATION DESCRIPTION
 BO0065
 BO0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0065'20.8 MI S FROM SONORA.
 BO0065'ABOUT 20.8 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM THE INTERSECTION OF
 BO0065'3RD STREET AND CROCKETT AVENUE AT SONORA, IN THE TOP OF A LIMESTONE
 BO0065'OUTCROP ABOUT FLUSH WITH THE GROUND, ABOUT 0.5 MILE SOUTH OF A RANCH
 BO0065'HOUSE, ABOUT 0.75 MILE NORTH OF FDWARDS-SUTTON COUNTY LINE, ABOUT 100
 BO0065'YARDS NORTH OF A DIP IN THE HIGHWAY, 55 FEET EAST OF THE CENTER LINE
 BO0065'OF THE HIGHWAY, 98 FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY, 6
 BO0065'FEET WEST OF A FENCE LINE, 54 1/2 FEET NORTH OF TELEPHONE POLE NUMBER
 BO0065'3105, AND ABOUT LEVEL WITH THE HIGHWAY.
 BO0065
 BO0065                          STATION RECOVERY (1964)
 BO0065
 BO0065'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1964
 BO0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0295 ***********************************************************************
 BN0295  DESIGNATION -  M 219
 BN0295  PID         -  BN0295
 BN0295  STATE/COUNTY-  TX/KERR
 BN0295  USGS QUAD   -  HUNT (1982)
 BN0295
 BN0295                         *CURRENT SURVEY CONTROL
 BN0295  ___________________________________________________________________
 BN0295* NAD 83(1986)-  30 04 12.     (N)    099 20 18.     (W)     SCALED    
 BN0295* NAVD 88     -       553.934  (meters)    1817.37   (feet)  ADJUSTED  
 BN0295  ___________________________________________________________________
 BN0295  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 BN0295  DYNAMIC HT  -         553.145 (meters)    1814.78  (feet)  COMP
 BN0295  MODELED GRAV-     979,200.6   (mgal)                       NAVD 88
 BN0295
 BN0295  VERT ORDER  -  SECOND    CLASS 0
 BN0295
 BN0295.The horizontal coordinates were scaled from a topographic map and have
 BN0295.an estimated accuracy of +/- 6 seconds.
 BN0295
 BN0295.The orthometric height was determined by differential leveling
 BN0295.and adjusted by the National Geodetic Survey in June 1991..
 BN0295
 BN0295.The geoid height was determined by GEOID03.
 BN0295
 BN0295.The dynamic height is computed by dividing the NAVD 88
 BN0295.geopotential number by the normal gravity value computed on the
 BN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0295.degrees latitude (g = 980.6199 gals.).
 BN0295
 BN0295.The modeled gravity was interpolated from observed gravity values.
 BN0295
 BN0295;                    North         East    Units  Estimated Accuracy
 BN0295;SPC TXSC     - 4,247,940.      567,380.      MT  (+/- 180 meters Scaled)
 BN0295
 BN0295                          SUPERSEDED SURVEY CONTROL
 BN0295
 BN0295  NGVD 29 (??/??/92)  553.869  (m)         1817.15   (f) ADJ UNCH    2 0
 BN0295
 BN0295.Superseded values are not recommended for survey control.
 BN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0295.See file dsdata.txt to determine how the superseded data were derived.
 BN0295
 BN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU673265(NAD 83)
 BN0295_MARKER: DB = BENCH MARK DISK
 BN0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0295_SP_SET: BUILDING
 BN0295_STAMPING: M 219 1934
 BN0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0295+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0295
 BN0295  HISTORY     - Date     Condition        Report By
 BN0295  HISTORY     - 1934     MONUMENTED       CGS
 BN0295  HISTORY     - 1953     GOOD             NGS
 BN0295  HISTORY     - 20040702 GOOD             USPSQD
 BN0295  HISTORY     - 20050718 GOOD             USPSQD
 BN0295
 BN0295                          STATION DESCRIPTION
 BN0295
 BN0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0295'0.45 MI SW FROM HUNT.
 BN0295'0.3 MILE WEST ALONG FARM ROAD 1340 FROM THE POST OFFICE AT HUNT,
 BN0295'THENCE 0.15 MILE SOUTH ALONG AN OILED ROAD, AT THE HIGH SCHOOL
 BN0295'BUILDING, 91 FEET WEST OF THE CENTER LINE OF AN OILED ROAD, 1.7 FEET
 BN0295'ABOVE THE GROUND, 2.8 FEET SOUTHEAST OF THE SOUTHEAST STONE BALUSTRADE
 BN0295'AT THE NORTHEAST ENTRANCE TO THE BUILDING, SET VERTICALLY IN THE
 BN0295'NORTHEAST WALL OF THE BUILDING.
 BN0295
 BN0295                          STATION RECOVERY (2004)
 BN0295
 BN0295'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0295'RECOVERED IN GOOD CONDITION.
 BN0295
 BN0295                          STATION RECOVERY (2005)
 BN0295
 BN0295'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0054 ***********************************************************************
 DP0054  DESIGNATION -  M 22
 DP0054  PID         -  DP0054
 DP0054  STATE/COUNTY-  TX/STONEWALL
 DP0054  USGS QUAD   -  ASPERMONT (1968)
 DP0054
 DP0054                         *CURRENT SURVEY CONTROL
 DP0054  ___________________________________________________________________
 DP0054* NAD 83(1986)-  33 07 56.     (N)    100 10 41.     (W)     SCALED    
 DP0054* NAVD 88     -       525.403  (meters)    1723.76   (feet)  ADJUSTED  
 DP0054  ___________________________________________________________________
 DP0054  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DP0054  DYNAMIC HT  -         524.744 (meters)    1721.60  (feet)  COMP
 DP0054  MODELED GRAV-     979,367.9   (mgal)                       NAVD 88
 DP0054
 DP0054  VERT ORDER  -  SECOND    CLASS 0
 DP0054
 DP0054.The horizontal coordinates were scaled from a topographic map and have
 DP0054.an estimated accuracy of +/- 6 seconds.
 DP0054
 DP0054.The orthometric height was determined by differential leveling
 DP0054.and adjusted by the National Geodetic Survey in June 1991..
 DP0054
 DP0054.The geoid height was determined by GEOID03.
 DP0054
 DP0054.The dynamic height is computed by dividing the NAVD 88
 DP0054.geopotential number by the normal gravity value computed on the
 DP0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0054.degrees latitude (g = 980.6199 gals.).
 DP0054
 DP0054.The modeled gravity was interpolated from observed gravity values.
 DP0054
 DP0054;                    North         East    Units  Estimated Accuracy
 DP0054;SPC TXNC     - 2,163,770.      443,440.      MT  (+/- 180 meters Scaled)
 DP0054
 DP0054                          SUPERSEDED SURVEY CONTROL
 DP0054
 DP0054  NGVD 29 (??/??/92)  525.210  (m)         1723.13   (f) ADJ UNCH    2 0
 DP0054
 DP0054.Superseded values are not recommended for survey control.
 DP0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0054.See file dsdata.txt to determine how the superseded data were derived.
 DP0054
 DP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB901665(NAD 83)
 DP0054_MARKER: DB = BENCH MARK DISK
 DP0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0054_STAMPING: M 22 1924
 DP0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0054+STABILITY: SURFACE MOTION
 DP0054
 DP0054  HISTORY     - Date     Condition        Report By
 DP0054  HISTORY     - 1924     MONUMENTED       USGS
 DP0054  HISTORY     - 1958     MARK NOT FOUND   NGS
 DP0054
 DP0054                          STATION DESCRIPTION
 DP0054
 DP0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0054'3.4 MI E FROM ASPERMONT.
 DP0054'3.4 MILES EAST ALONG STATE HIGHWAY 15 FROM ASPERMONT, STONEWALL
 DP0054'COUNTY, 250 YARDS NORTH OF THE FRED DALBY FARMHOUSE, AT THE NORTHEAST
 DP0054'CORNER OF THE JUNCTION OF A LANE, 30 FEET SOUTH OF THE CENTERLINE OF
 DP0054'THE HIGHWAY, AND IN A FENCE CORNER OF A FIELD BELONGING TO FRED DALBY.
 DP0054'A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 22 1924 AND SET IN
 DP0054'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0344 ***********************************************************************
 BN0344  DESIGNATION -  M 220
 BN0344  PID         -  BN0344
 BN0344  STATE/COUNTY-  TX/KERR
 BN0344  USGS QUAD   -  BONEYARD DRAW (1987)
 BN0344
 BN0344                         *CURRENT SURVEY CONTROL
 BN0344  ___________________________________________________________________
 BN0344* NAD 83(1986)-  30 03 37.     (N)    099 30 57.     (W)     SCALED    
 BN0344* NAVD 88     -       621.979  (meters)    2040.61   (feet)  ADJUSTED  
 BN0344  ___________________________________________________________________
 BN0344  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BN0344  DYNAMIC HT  -         621.078 (meters)    2037.65  (feet)  COMP
 BN0344  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 BN0344
 BN0344  VERT ORDER  -  SECOND    CLASS 0
 BN0344
 BN0344.The horizontal coordinates were scaled from a topographic map and have
 BN0344.an estimated accuracy of +/- 6 seconds.
 BN0344
 BN0344.The orthometric height was determined by differential leveling
 BN0344.and adjusted by the National Geodetic Survey in June 1991..
 BN0344
 BN0344.The geoid height was determined by GEOID03.
 BN0344
 BN0344.The dynamic height is computed by dividing the NAVD 88
 BN0344.geopotential number by the normal gravity value computed on the
 BN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0344.degrees latitude (g = 980.6199 gals.).
 BN0344
 BN0344.The modeled gravity was interpolated from observed gravity values.
 BN0344
 BN0344;                    North         East    Units  Estimated Accuracy
 BN0344;SPC TXSC     - 4,246,920.      550,260.      MT  (+/- 180 meters Scaled)
 BN0344
 BN0344                          SUPERSEDED SURVEY CONTROL
 BN0344
 BN0344  NGVD 29 (??/??/92)  621.907  (m)         2040.37   (f) ADJ UNCH    2 0
 BN0344
 BN0344.Superseded values are not recommended for survey control.
 BN0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0344.See file dsdata.txt to determine how the superseded data were derived.
 BN0344
 BN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU502255(NAD 83)
 BN0344_MARKER: DB = BENCH MARK DISK
 BN0344_SETTING: 66 = SET IN ROCK OUTCROP
 BN0344_SP_SET: ROCK OUTCROP
 BN0344_STAMPING: M 220 1934
 BN0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0344+STABILITY: POSITION/ELEVATION WELL
 BN0344
 BN0344  HISTORY     - Date     Condition        Report By
 BN0344  HISTORY     - 1934     MONUMENTED       CGS
 BN0344  HISTORY     - 1965     GOOD             USGS
 BN0344  HISTORY     - 20050718 GOOD             USPSQD
 BN0344
 BN0344                          STATION DESCRIPTION
 BN0344
 BN0344'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BN0344'15.0 MI W FROM HUNT.
 BN0344'ABOUT 10.7 MILES WEST ALONG FARM ROAD 1340 FROM HUNT, KERR COUNTY,
 BN0344'ABOUT 2.8 MILES WEST ALONG COUNTY ROAD FROM MO RANCH, 0.7 MILES WEST
 BN0344'ALONG COUNTY ROAD FROM KERR WILDLIFE MANAGEMENT AREA HDQ., 34 FT.
 BN0344'SOUTH OF ROAD, AND IN TOP OF ROCK OUTCROP.  A STANDARD DISK STAMPED M
 BN0344'220 1934.
 BN0344
 BN0344                          STATION RECOVERY (2005)
 BN0344
 BN0344'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0344'MY GPS SHOWED N30 03 34.4 W099 30 56.1. BUT THE DESCRIPTION IS GOOD
 BN0344'AND THE WITNESS SIGN WAS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0150 ***********************************************************************
 BO0150  DESIGNATION -  M 222
 BO0150  PID         -  BO0150
 BO0150  STATE/COUNTY-  TX/SCHLEICHER
 BO0150  USGS QUAD   -  ELDORADO NE (1982)
 BO0150
 BO0150                         *CURRENT SURVEY CONTROL
 BO0150  ___________________________________________________________________
 BO0150* NAD 83(1986)-  30 56 13.     (N)    100 34 16.     (W)     SCALED    
 BO0150* NAVD 88     -       697.774  (meters)    2289.28   (feet)  ADJUSTED  
 BO0150  ___________________________________________________________________
 BO0150  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 BO0150  DYNAMIC HT  -         696.792 (meters)    2286.06  (feet)  COMP
 BO0150  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 BO0150
 BO0150  VERT ORDER  -  SECOND    CLASS 0
 BO0150
 BO0150.The horizontal coordinates were scaled from a topographic map and have
 BO0150.an estimated accuracy of +/- 6 seconds.
 BO0150
 BO0150.The orthometric height was determined by differential leveling
 BO0150.and adjusted by the National Geodetic Survey in June 1991..
 BO0150
 BO0150.The geoid height was determined by GEOID03.
 BO0150
 BO0150.The dynamic height is computed by dividing the NAVD 88
 BO0150.geopotential number by the normal gravity value computed on the
 BO0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0150.degrees latitude (g = 980.6199 gals.).
 BO0150
 BO0150.The modeled gravity was interpolated from observed gravity values.
 BO0150
 BO0150;                    North         East    Units  Estimated Accuracy
 BO0150;SPC TX C     - 3,140,840.      677,280.      MT  (+/- 180 meters Scaled)
 BO0150
 BO0150                          SUPERSEDED SURVEY CONTROL
 BO0150
 BO0150  NGVD 29 (??/??/92)  697.579  (m)         2288.64   (f) ADJ UNCH    2 0
 BO0150
 BO0150.Superseded values are not recommended for survey control.
 BO0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0150.See file dsdata.txt to determine how the superseded data were derived.
 BO0150
 BO0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV499236(NAD 83)
 BO0150_MARKER: DB = BENCH MARK DISK
 BO0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0150_STAMPING: 2288.640 M 222 1934
 BO0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0150+STABILITY: SURFACE MOTION
 BO0150
 BO0150  HISTORY     - Date     Condition        Report By
 BO0150  HISTORY     - 1934     MONUMENTED       CGS
 BO0150
 BO0150                          STATION DESCRIPTION
 BO0150
 BO0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0150'5.9 MI N FROM ELDORADO.
 BO0150'5.9 MILES NORTH ALONG U.S. HIGHWAY 277 FROM ELDORADO, ABOUT 0.2 MILE
 BO0150'NORTH OF A CURVE NEAR A FILLING STATION, 48 FEET WEST OF THE
 BO0150'CENTERLINE OF THE HIGHWAY, AND 1.5 FEET EAST OF THE RIGHT-OF-WAY
 BO0150'FENCE.  A STANDARD DISK, STAMPED 2288.640 M 222 1934 AND SET IN THE
 BO0150'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0359 ***********************************************************************
 CB0359  DESIGNATION -  M 223
 CB0359  PID         -  CB0359
 CB0359  STATE/COUNTY-  TX/IRION
 CB0359  USGS QUAD   -  BIG LAKE SE (1971)
 CB0359
 CB0359                         *CURRENT SURVEY CONTROL
 CB0359  ___________________________________________________________________
 CB0359* NAD 83(1986)-  31 07 27.     (N)    101 15 19.     (W)     SCALED    
 CB0359* NAVD 88     -       798.216  (meters)    2618.81   (feet)  ADJUSTED  
 CB0359  ___________________________________________________________________
 CB0359  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CB0359  DYNAMIC HT  -         797.053 (meters)    2615.00  (feet)  COMP
 CB0359  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 CB0359
 CB0359  VERT ORDER  -  SECOND    CLASS 0
 CB0359
 CB0359.The horizontal coordinates were scaled from a topographic map and have
 CB0359.an estimated accuracy of +/- 6 seconds.
 CB0359
 CB0359.The orthometric height was determined by differential leveling
 CB0359.and adjusted by the National Geodetic Survey in June 1991..
 CB0359
 CB0359.The geoid height was determined by GEOID03.
 CB0359
 CB0359.The dynamic height is computed by dividing the NAVD 88
 CB0359.geopotential number by the normal gravity value computed on the
 CB0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0359.degrees latitude (g = 980.6199 gals.).
 CB0359
 CB0359.The modeled gravity was interpolated from observed gravity values.
 CB0359
 CB0359;                    North         East    Units  Estimated Accuracy
 CB0359;SPC TX C     - 3,161,940.      612,080.      MT  (+/- 180 meters Scaled)
 CB0359
 CB0359                          SUPERSEDED SURVEY CONTROL
 CB0359
 CB0359  NGVD 29 (??/??/92)  797.936  (m)         2617.89   (f) ADJ UNCH    2 0
 CB0359
 CB0359.Superseded values are not recommended for survey control.
 CB0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0359.See file dsdata.txt to determine how the superseded data were derived.
 CB0359
 CB0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV849455(NAD 83)
 CB0359_MARKER: DB = BENCH MARK DISK
 CB0359_SETTING: 66 = SET IN ROCK OUTCROP
 CB0359_SP_SET: LIMESTONE OUTCROP
 CB0359_STAMPING: M 223 1934 2617.895
 CB0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0359+STABILITY: POSITION/ELEVATION WELL
 CB0359
 CB0359  HISTORY     - Date     Condition        Report By
 CB0359  HISTORY     - 1934     MONUMENTED       CGS
 CB0359  HISTORY     - 1971     GOOD             USGS
 CB0359
 CB0359                          STATION DESCRIPTION
 CB0359
 CB0359'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0359'5.5 MI W FROM BARNHART.
 CB0359'IN IRION COUNTY, AND 5.5 MILES WEST ALONG THE ATCHISON TOPEKA AND
 CB0359'SANTA FE RAILWAY FROM BARNHART, IRION COUNTY, 1.4 MILES EAST OF THE
 CB0359'IRION-REAGAN COUNTY LINE, 500 FEET WEST OF MILEPOST 777, 104 FEET
 CB0359'NORTHEAST OF THE CENTERLINE OF THE TRACK, 14 FEET NORTHEAST OF THE
 CB0359'RIGHT-OF-WAY FENCE, AND IN THE TOP OF A LIMESTONE OUTCROP.  A
 CB0359'STAANDARD DISK, STAMPED 2617.895 M 223 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0400 ***********************************************************************
 BO0400  DESIGNATION -  M 224
 BO0400  PID         -  BO0400
 BO0400  STATE/COUNTY-  TX/PECOS
 BO0400  USGS QUAD   -  IRAAN (1967)
 BO0400
 BO0400                         *CURRENT SURVEY CONTROL
 BO0400  ___________________________________________________________________
 BO0400* NAD 83(1986)-  30 55 20.     (N)    101 55 33.     (W)     SCALED    
 BO0400* NAVD 88     -       700.899  (meters)    2299.53   (feet)  ADJUSTED  
 BO0400  ___________________________________________________________________
 BO0400  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 BO0400  DYNAMIC HT  -         699.886 (meters)    2296.21  (feet)  COMP
 BO0400  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 BO0400
 BO0400  VERT ORDER  -  SECOND    CLASS 0
 BO0400
 BO0400.The horizontal coordinates were scaled from a topographic map and have
 BO0400.an estimated accuracy of +/- 6 seconds.
 BO0400
 BO0400.The orthometric height was determined by differential leveling
 BO0400.and adjusted by the National Geodetic Survey in June 1991..
 BO0400
 BO0400.The geoid height was determined by GEOID03.
 BO0400
 BO0400.The dynamic height is computed by dividing the NAVD 88
 BO0400.geopotential number by the normal gravity value computed on the
 BO0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0400.degrees latitude (g = 980.6199 gals.).
 BO0400
 BO0400.The modeled gravity was interpolated from observed gravity values.
 BO0400
 BO0400;                    North         East    Units  Estimated Accuracy
 BO0400;SPC TX C     - 3,140,270.      547,810.      MT  (+/- 180 meters Scaled)
 BO0400
 BO0400                          SUPERSEDED SURVEY CONTROL
 BO0400
 BO0400  NGVD 29 (??/??/92)  700.656  (m)         2298.74   (f) ADJ UNCH    2 0
 BO0400
 BO0400.Superseded values are not recommended for survey control.
 BO0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0400.See file dsdata.txt to determine how the superseded data were derived.
 BO0400
 BO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV203246(NAD 83)
 BO0400_MARKER: DB = BENCH MARK DISK
 BO0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0400_STAMPING: M-224 1934
 BO0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0400+STABILITY: SURFACE MOTION
 BO0400
 BO0400  HISTORY     - Date     Condition        Report By
 BO0400  HISTORY     - 1934     MONUMENTED       CGS
 BO0400  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0400
 BO0400                          STATION DESCRIPTION
 BO0400
 BO0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0400'2.1 MI W FROM IRAAN.
 BO0400'2.1 MILES W OF AND ALONG THE MCCAMEY-IRAAN HWY. 75 FT. N OF CENTER OF
 BO0400'HWY AND 40 FT. S OF FENCE LINE.
 BO0400
 BO0400                          STATION RECOVERY (1967)
 BO0400
 BO0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0126 ***********************************************************************
 FM0126  DESIGNATION -  M 225
 FM0126  PID         -  FM0126
 FM0126  STATE/COUNTY-  TX/HARTLEY
 FM0126  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0126
 FM0126                         *CURRENT SURVEY CONTROL
 FM0126  ___________________________________________________________________
 FM0126* NAD 83(1986)-  35 52 00.     (N)    102 11 02.     (W)     SCALED    
 FM0126* NAVD 88     -      1164.096  (meters)    3819.20   (feet)  ADJUSTED  
 FM0126  ___________________________________________________________________
 FM0126  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 FM0126  DYNAMIC HT  -        1162.733 (meters)    3814.73  (feet)  COMP
 FM0126  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 FM0126
 FM0126  VERT ORDER  -  SECOND    CLASS 0
 FM0126
 FM0126.The horizontal coordinates were scaled from a topographic map and have
 FM0126.an estimated accuracy of +/- 6 seconds.
 FM0126
 FM0126.The orthometric height was determined by differential leveling
 FM0126.and adjusted by the National Geodetic Survey in June 1991..
 FM0126
 FM0126.The geoid height was determined by GEOID03.
 FM0126
 FM0126.The dynamic height is computed by dividing the NAVD 88
 FM0126.geopotential number by the normal gravity value computed on the
 FM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0126.degrees latitude (g = 980.6199 gals.).
 FM0126
 FM0126.The modeled gravity was interpolated from observed gravity values.
 FM0126
 FM0126;                    North         East    Units  Estimated Accuracy
 FM0126;SPC TX N     - 1,207,300.      138,240.      MT  (+/- 180 meters Scaled)
 FM0126
 FM0126                          SUPERSEDED SURVEY CONTROL
 FM0126
 FM0126  NGVD 29 (??/??/92) 1163.526  (m)         3817.33   (f) ADJ UNCH    2 0
 FM0126
 FM0126.Superseded values are not recommended for survey control.
 FM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0126.See file dsdata.txt to determine how the superseded data were derived.
 FM0126
 FM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV542728(NAD 83)
 FM0126_MARKER: DB = BENCH MARK DISK
 FM0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0126_STAMPING: M-225 1934
 FM0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0126+STABILITY: SURFACE MOTION
 FM0126
 FM0126  HISTORY     - Date     Condition        Report By
 FM0126  HISTORY     - 1934     MONUMENTED       CGS
 FM0126  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0126
 FM0126                          STATION DESCRIPTION
 FM0126
 FM0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0126'12.3 MI W FROM DUMAS.
 FM0126'12.3 MILES W OF AND ALONG THE DUMAS-HARTLEY HWY 83 FT. N OF CENTER OF
 FM0126'HIGHWAY.  6 FT. N OF R/W FENCE.
 FM0126
 FM0126                          STATION RECOVERY (1963)
 FM0126
 FM0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0127 ***********************************************************************
 FM0127  DESIGNATION -  M 225 RESET 1935
 FM0127  PID         -  FM0127
 FM0127  STATE/COUNTY-  TX/MOORE
 FM0127  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0127
 FM0127                         *CURRENT SURVEY CONTROL
 FM0127  ___________________________________________________________________
 FM0127* NAD 83(1986)-  35 52 00.     (N)    102 11 02.     (W)     SCALED    
 FM0127* NAVD 88     -      1164.012  (meters)    3818.93   (feet)  ADJUSTED  
 FM0127  ___________________________________________________________________
 FM0127  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 FM0127  DYNAMIC HT  -        1162.649 (meters)    3814.46  (feet)  COMP
 FM0127  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 FM0127
 FM0127  VERT ORDER  -  SECOND    CLASS 0
 FM0127
 FM0127.The horizontal coordinates were scaled from a topographic map and have
 FM0127.an estimated accuracy of +/- 6 seconds.
 FM0127
 FM0127.The orthometric height was determined by differential leveling
 FM0127.and adjusted by the National Geodetic Survey in June 1991..
 FM0127
 FM0127.The geoid height was determined by GEOID03.
 FM0127
 FM0127.The dynamic height is computed by dividing the NAVD 88
 FM0127.geopotential number by the normal gravity value computed on the
 FM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0127.degrees latitude (g = 980.6199 gals.).
 FM0127
 FM0127.The modeled gravity was interpolated from observed gravity values.
 FM0127
 FM0127;                    North         East    Units  Estimated Accuracy
 FM0127;SPC TX N     - 1,207,300.      138,240.      MT  (+/- 180 meters Scaled)
 FM0127
 FM0127                          SUPERSEDED SURVEY CONTROL
 FM0127
 FM0127  NGVD 29 (??/??/92) 1163.419  (m)         3816.98   (f) ADJ UNCH    2 0
 FM0127
 FM0127.Superseded values are not recommended for survey control.
 FM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0127.See file dsdata.txt to determine how the superseded data were derived.
 FM0127
 FM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV542728(NAD 83)
 FM0127_MARKER: DB = BENCH MARK DISK
 FM0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0127_STAMPING: M 225 1934
 FM0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0127+STABILITY: SURFACE MOTION
 FM0127
 FM0127  HISTORY     - Date     Condition        Report By
 FM0127  HISTORY     - 1935     MONUMENTED       CGS
 FM0127
 FM0127                          STATION DESCRIPTION
 FM0127
 FM0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0127'12.3 MI W FROM DUMAS.
 FM0127'IN HARTLEY COUNTY, ABOUT 12.3 MILES WEST ALONG U.S. HIGHWAY 87 FROM
 FM0127'THE COURTHOUSE AT DUMAS, MOORE COUNTY, AND 83 FEET NORTH OF THE CENTER
 FM0127'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 225 1934 AND SET IN
 FM0127'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0504 ***********************************************************************
 FL0504  DESIGNATION -  M 227
 FL0504  PID         -  FL0504
 FL0504  STATE/COUNTY-  TX/GRAY
 FL0504  USGS QUAD   -  POND CREEK NW (1962)
 FL0504
 FL0504                         *CURRENT SURVEY CONTROL
 FL0504  ___________________________________________________________________
 FL0504* NAD 83(1986)-  35 24 00.     (N)    100 39 10.     (W)     SCALED    
 FL0504* NAVD 88     -       797.073  (meters)    2615.06   (feet)  ADJUSTED  
 FL0504  ___________________________________________________________________
 FL0504  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL0504  DYNAMIC HT  -         796.231 (meters)    2612.30  (feet)  COMP
 FL0504  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 FL0504
 FL0504  VERT ORDER  -  SECOND    CLASS 0
 FL0504
 FL0504.The horizontal coordinates were scaled from a topographic map and have
 FL0504.an estimated accuracy of +/- 6 seconds.
 FL0504
 FL0504.The orthometric height was determined by differential leveling
 FL0504.and adjusted by the National Geodetic Survey in June 1991..
 FL0504
 FL0504.The geoid height was determined by GEOID03.
 FL0504
 FL0504.The dynamic height is computed by dividing the NAVD 88
 FL0504.geopotential number by the normal gravity value computed on the
 FL0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0504.degrees latitude (g = 980.6199 gals.).
 FL0504
 FL0504.The modeled gravity was interpolated from observed gravity values.
 FL0504
 FL0504;                    North         East    Units  Estimated Accuracy
 FL0504;SPC TX N     - 1,155,640.      276,960.      MT  (+/- 180 meters Scaled)
 FL0504
 FL0504                          SUPERSEDED SURVEY CONTROL
 FL0504
 FL0504  NGVD 29 (??/??/92)  796.737  (m)         2613.96   (f) ADJ UNCH    2 0
 FL0504
 FL0504.Superseded values are not recommended for survey control.
 FL0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0504.See file dsdata.txt to determine how the superseded data were derived.
 FL0504
 FL0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE499186(NAD 83)
 FL0504_MARKER: DB = BENCH MARK DISK
 FL0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0504_STAMPING: M-227 1934
 FL0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0504+STABILITY: SURFACE MOTION
 FL0504
 FL0504  HISTORY     - Date     Condition        Report By
 FL0504  HISTORY     - 1934     MONUMENTED       CGS
 FL0504  HISTORY     - 1943     GOOD             NGS
 FL0504
 FL0504                          STATION DESCRIPTION
 FL0504
 FL0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0504'2.6 MI NW FROM DENWORTH.
 FL0504'2.6 MILES NW OF AND ALONG THE F.W. AND D.R.R.  4 POLES NW OF TRESTLE
 FL0504'N-308.38.  175 FT. E OF SAND CUT.  55 FT. S OF CENTER OF TRACK ON SIDE
 FL0504'OF KNOLL LEVEL WITH TRACKS.
 FL0504
 FL0504                          STATION RECOVERY (1943)
 FL0504
 FL0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0794 ***********************************************************************
 FL0794  DESIGNATION -  M 228
 FL0794  PID         -  FL0794
 FL0794  STATE/COUNTY-  TX/CARSON
 FL0794  USGS QUAD   -  SKELLYTOWN (1978)
 FL0794
 FL0794                         *CURRENT SURVEY CONTROL
 FL0794  ___________________________________________________________________
 FL0794* NAD 83(1986)-  35 35 57.     (N)    101 13 06.     (W)     SCALED    
 FL0794* NAVD 88     -       975.580  (meters)    3200.72   (feet)  ADJUSTED  
 FL0794  ___________________________________________________________________
 FL0794  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 FL0794  DYNAMIC HT  -         974.490 (meters)    3197.14  (feet)  COMP
 FL0794  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 FL0794
 FL0794  VERT ORDER  -  SECOND    CLASS 0
 FL0794
 FL0794.The horizontal coordinates were scaled from a topographic map and have
 FL0794.an estimated accuracy of +/- 6 seconds.
 FL0794
 FL0794.The orthometric height was determined by differential leveling
 FL0794.and adjusted by the National Geodetic Survey in June 1991..
 FL0794
 FL0794.The geoid height was determined by GEOID03.
 FL0794
 FL0794.The dynamic height is computed by dividing the NAVD 88
 FL0794.geopotential number by the normal gravity value computed on the
 FL0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0794.degrees latitude (g = 980.6199 gals.).
 FL0794
 FL0794.The modeled gravity was interpolated from observed gravity values.
 FL0794
 FL0794;                    North         East    Units  Estimated Accuracy
 FL0794;SPC TX N     - 1,177,440.      225,520.      MT  (+/- 180 meters Scaled)
 FL0794
 FL0794                          SUPERSEDED SURVEY CONTROL
 FL0794
 FL0794  NGVD 29 (??/??/92)  975.152  (m)         3199.31   (f) ADJ UNCH    2 0
 FL0794
 FL0794.Superseded values are not recommended for survey control.
 FL0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0794.See file dsdata.txt to determine how the superseded data were derived.
 FL0794
 FL0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE990417(NAD 83)
 FL0794_MARKER: DB = BENCH MARK DISK
 FL0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0794_STAMPING: M-228 1934
 FL0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0794+STABILITY: SURFACE MOTION
 FL0794
 FL0794  HISTORY     - Date     Condition        Report By
 FL0794  HISTORY     - 1934     MONUMENTED       CGS
 FL0794  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0794
 FL0794                          STATION DESCRIPTION
 FL0794
 FL0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0794'3.8 MI NW FROM SKELLYTOWN.
 FL0794'3.8 MILES NW OF AND ALONG THE OIL FIELD HWY NO. 41.  MARK IS ON THE E
 FL0794'END OF A RIDGE OF GROUND RUNNING NW.  67 FT. N OF CENTER OF HIGHWAY. 9
 FL0794'FT. NW OF A PIPE LINE CROSSING THE ROAD.  NOTE-- RD. WORK IN AREA.
 FL0794'HIGHWAY NO. 41 CHANGED TO NO. 152.
 FL0794
 FL0794                          STATION RECOVERY (1963)
 FL0794
 FL0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0835 ***********************************************************************
 FL0835  DESIGNATION -  M 229
 FL0835  PID         -  FL0835
 FL0835  STATE/COUNTY-  TX/CARSON
 FL0835  USGS QUAD   -  MC BRIDE (1978)
 FL0835
 FL0835                         *CURRENT SURVEY CONTROL
 FL0835  ___________________________________________________________________
 FL0835* NAD 83(1986)-  35 33 38.     (N)    101 24 24.     (W)     SCALED    
 FL0835* NAVD 88     -       951.957  (meters)    3123.21   (feet)  ADJUSTED  
 FL0835  ___________________________________________________________________
 FL0835  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 FL0835  DYNAMIC HT  -         950.872 (meters)    3119.65  (feet)  COMP
 FL0835  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 FL0835
 FL0835  VERT ORDER  -  SECOND    CLASS 0
 FL0835
 FL0835.The horizontal coordinates were scaled from a topographic map and have
 FL0835.an estimated accuracy of +/- 6 seconds.
 FL0835
 FL0835.The orthometric height was determined by differential leveling
 FL0835.and adjusted by the National Geodetic Survey in June 1991..
 FL0835
 FL0835.The geoid height was determined by GEOID03.
 FL0835
 FL0835.The dynamic height is computed by dividing the NAVD 88
 FL0835.geopotential number by the normal gravity value computed on the
 FL0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0835.degrees latitude (g = 980.6199 gals.).
 FL0835
 FL0835.The modeled gravity was interpolated from observed gravity values.
 FL0835
 FL0835;                    North         East    Units  Estimated Accuracy
 FL0835;SPC TX N     - 1,173,130.      208,460.      MT  (+/- 180 meters Scaled)
 FL0835
 FL0835                          SUPERSEDED SURVEY CONTROL
 FL0835
 FL0835  NGVD 29 (??/??/92)  951.485  (m)         3121.66   (f) ADJ UNCH    2 0
 FL0835
 FL0835.Superseded values are not recommended for survey control.
 FL0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0835.See file dsdata.txt to determine how the superseded data were derived.
 FL0835
 FL0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE818378(NAD 83)
 FL0835_MARKER: DB = BENCH MARK DISK
 FL0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0835_SP_SET: ABUTMENT
 FL0835_STAMPING: M 229 1934
 FL0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0835
 FL0835  HISTORY     - Date     Condition        Report By
 FL0835  HISTORY     - 1934     MONUMENTED       CGS
 FL0835
 FL0835                          STATION DESCRIPTION
 FL0835
 FL0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0835'7.4 MI S FROM BORGER.
 FL0835'IN CARSON COUNTY, 7.4 MILES SOUTH ALONG STATE HIGHWAY 117 FROM BORGER,
 FL0835'HUTCHINSON COUNTY, AT THE BRIDGE OVER WEST DIXON CREEK, IN THE TOP OF
 FL0835'THE NORTHWEST CONCRETE ABUTMENT, 14 FEET WEST OF THE CENTERLINE OF THE
 FL0835'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0861 ***********************************************************************
 AB0861  DESIGNATION -  M 23
 AB0861  PID         -  AB0861
 AB0861  STATE/COUNTY-  TX/CAMERON
 AB0861  USGS QUAD   -  LA PALOMA (1970)
 AB0861
 AB0861                         *CURRENT SURVEY CONTROL
 AB0861  ___________________________________________________________________
 AB0861* NAD 83(1986)-  26 01 43.     (N)    097 38 26.     (W)     SCALED    
 AB0861* NAVD 88     -        15.095  (meters)      49.52   (feet)  ADJUSTED  
 AB0861  ___________________________________________________________________
 AB0861  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AB0861  DYNAMIC HT  -          15.070 (meters)      49.44  (feet)  COMP
 AB0861  MODELED GRAV-     979,022.7   (mgal)                       NAVD 88
 AB0861
 AB0861  VERT ORDER  -  SECOND    CLASS 0
 AB0861
 AB0861.The horizontal coordinates were scaled from a topographic map and have
 AB0861.an estimated accuracy of +/- 6 seconds.
 AB0861
 AB0861.The orthometric height was determined by differential leveling
 AB0861.and adjusted by the National Geodetic Survey in June 1991..
 AB0861
 AB0861.The geoid height was determined by GEOID03.
 AB0861
 AB0861.The dynamic height is computed by dividing the NAVD 88
 AB0861.geopotential number by the normal gravity value computed on the
 AB0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0861.degrees latitude (g = 980.6199 gals.).
 AB0861
 AB0861.The modeled gravity was interpolated from observed gravity values.
 AB0861
 AB0861;                    North         East    Units  Estimated Accuracy
 AB0861;SPC TX S     - 5,040,400.      386,030.      MT  (+/- 180 meters Scaled)
 AB0861
 AB0861                          SUPERSEDED SURVEY CONTROL
 AB0861
 AB0861  NGVD 29 (??/??/92)   15.192  (m)           49.84   (f) ADJ UNCH    2 0
 AB0861
 AB0861.Superseded values are not recommended for survey control.
 AB0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0861.See file dsdata.txt to determine how the superseded data were derived.
 AB0861
 AB0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP360795(NAD 83)
 AB0861_MARKER: DD = SURVEY DISK
 AB0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0861_SP_SET: CULVERT
 AB0861_STAMPING: M 23 49.73
 AB0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0861+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AB0861
 AB0861  HISTORY     - Date     Condition        Report By
 AB0861  HISTORY     - UNK      MONUMENTED
 AB0861  HISTORY     - 1942     GOOD             NGS
 AB0861  HISTORY     - 1987     GOOD             USPSQD
 AB0861  HISTORY     - 20010604 GOOD             JCLS
 AB0861
 AB0861                          STATION DESCRIPTION
 AB0861
 AB0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0861'12.6 MI NW FROM BROWNSVILLE.
 AB0861'12.6 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH
 AB0861'SCHOOL AT BROWNSVILLE, CAMERON COUNTY, MIDWAY BETWEEN REA CO-OP POLES
 AB0861'NO. 15V185 AND 15V184, 51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0861'AT A 4- BY 4-FOOT VERTICAL CONCRETE-BOX CULVERT, IN THE TOP OF THE
 AB0861'NORTH SIDE OF THE CULVERT, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY. A
 AB0861'CAMERON COUNTY STANDARD DISK, STAMPED M 23 49.73.
 AB0861
 AB0861                          STATION RECOVERY (1987)
 AB0861
 AB0861'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0861'RECOVERED IN GOOD CONDITION.
 AB0861
 AB0861                          STATION RECOVERY (2001)
 AB0861
 AB0861'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AB0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0494 ***********************************************************************
 FL0494  DESIGNATION -  M 230
 FL0494  PID         -  FL0494
 FL0494  STATE/COUNTY-  TX/GRAY
 FL0494  USGS QUAD   -  DEEP LAKE (1968)
 FL0494
 FL0494                         *CURRENT SURVEY CONTROL
 FL0494  ___________________________________________________________________
 FL0494* NAD 83(1986)-  35 19 24.     (N)    100 58 25.     (W)     SCALED    
 FL0494* NAVD 88     -       985.676  (meters)    3233.84   (feet)  ADJUSTED  
 FL0494  ___________________________________________________________________
 FL0494  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL0494  DYNAMIC HT  -         984.574 (meters)    3230.22  (feet)  COMP
 FL0494  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 FL0494
 FL0494  VERT ORDER  -  SECOND    CLASS 0
 FL0494
 FL0494.The horizontal coordinates were scaled from a topographic map and have
 FL0494.an estimated accuracy of +/- 6 seconds.
 FL0494
 FL0494.The orthometric height was determined by differential leveling
 FL0494.and adjusted by the National Geodetic Survey in June 1991..
 FL0494
 FL0494.The geoid height was determined by GEOID03.
 FL0494
 FL0494.The dynamic height is computed by dividing the NAVD 88
 FL0494.geopotential number by the normal gravity value computed on the
 FL0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0494.degrees latitude (g = 980.6199 gals.).
 FL0494
 FL0494.The modeled gravity was interpolated from observed gravity values.
 FL0494
 FL0494;                    North         East    Units  Estimated Accuracy
 FL0494;SPC TX N     - 1,146,930.      247,860.      MT  (+/- 180 meters Scaled)
 FL0494
 FL0494                          SUPERSEDED SURVEY CONTROL
 FL0494
 FL0494  NGVD 29 (??/??/92)  985.255  (m)         3232.46   (f) ADJ UNCH    2 0
 FL0494
 FL0494.Superseded values are not recommended for survey control.
 FL0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0494.See file dsdata.txt to determine how the superseded data were derived.
 FL0494
 FL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE206106(NAD 83)
 FL0494_MARKER: DB = BENCH MARK DISK
 FL0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0494_STAMPING: M-230 1934
 FL0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0494+STABILITY: SURFACE MOTION
 FL0494
 FL0494  HISTORY     - Date     Condition        Report By
 FL0494  HISTORY     - 1934     MONUMENTED       CGS
 FL0494  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0494
 FL0494                          STATION DESCRIPTION
 FL0494
 FL0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0494'14.1 MI NW FROM JERICHO.
 FL0494'14.1 MILES NW OF AND ALONG STATE HWY NO. 88.  MARK IS ON E SIDE OF
 FL0494'CURVE IN ROAD TO THE W.  27 FT. E OF N AND S SECTION LINE AND 48 YARDS
 FL0494'NE OF CENTER OF CURVE.
 FL0494
 FL0494                          STATION RECOVERY (1966)
 FL0494
 FL0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0827 ***********************************************************************
 DN0827  DESIGNATION -  M 231
 DN0827  PID         -  DN0827
 DN0827  STATE/COUNTY-  TX/MONTAGUE
 DN0827  USGS QUAD   -  RINGGOLD (1968)
 DN0827
 DN0827                         *CURRENT SURVEY CONTROL
 DN0827  ___________________________________________________________________
 DN0827* NAD 83(1986)-  33 47 52.     (N)    097 57 06.     (W)     SCALED    
 DN0827* NAVD 88     -       284.644  (meters)     933.87   (feet)  ADJUSTED  
 DN0827  ___________________________________________________________________
 DN0827  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN0827  DYNAMIC HT  -         284.334 (meters)     932.85  (feet)  COMP
 DN0827  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 DN0827
 DN0827  VERT ORDER  -  FIRST     CLASS II
 DN0827
 DN0827.The horizontal coordinates were scaled from a topographic map and have
 DN0827.an estimated accuracy of +/- 6 seconds.
 DN0827
 DN0827.The orthometric height was determined by differential leveling
 DN0827.and adjusted by the National Geodetic Survey in June 1991..
 DN0827
 DN0827.The geoid height was determined by GEOID03.
 DN0827
 DN0827.The dynamic height is computed by dividing the NAVD 88
 DN0827.geopotential number by the normal gravity value computed on the
 DN0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0827.degrees latitude (g = 980.6199 gals.).
 DN0827
 DN0827.The modeled gravity was interpolated from observed gravity values.
 DN0827
 DN0827;                    North         East    Units  Estimated Accuracy
 DN0827;SPC TXNC     - 2,236,460.      650,780.      MT  (+/- 180 meters Scaled)
 DN0827
 DN0827                          SUPERSEDED SURVEY CONTROL
 DN0827
 DN0827  NGVD 29 (??/??/92)  284.526  (m)          933.48   (f) ADJ UNCH    1 2
 DN0827
 DN0827.Superseded values are not recommended for survey control.
 DN0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0827.See file dsdata.txt to determine how the superseded data were derived.
 DN0827
 DN0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC970402(NAD 83)
 DN0827_MARKER: DB = BENCH MARK DISK
 DN0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0827_SP_SET: CONCRETE POST
 DN0827_STAMPING: M 231 1952
 DN0827_MARK LOGO: CGS   
 DN0827_PROJECTION: PROJECTING 12 CENTIMETERS
 DN0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0827+STABILITY: SURFACE MOTION
 DN0827
 DN0827  HISTORY     - Date     Condition        Report By
 DN0827  HISTORY     - 1952     MONUMENTED       CGS
 DN0827  HISTORY     - 1986     GOOD             NGS
 DN0827  HISTORY     - 19980214 GOOD             USPSQD
 DN0827
 DN0827                          STATION DESCRIPTION
 DN0827
 DN0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0827'1.9 MI S FROM RINGOLD.
 DN0827'1.9 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0827'FROM THE STATION AT RINGOLD, 5 POLES SOUTH OF MILEPOST 526, AT A
 DN0827'PRIVATE ROAD CROSSING, 100 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 DN0827'40.6 FEET WEST OF THE WEST RAIL, 5.3 FEET WEST OF THE 5TH POLE SOUTH
 DN0827'OF MILEPOST 526, 4 FEET EAST OF A FENCE, 2.9 FEET NORTH OF A WITNESS
 DN0827'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 DN0827'THE GROUND.  77 FEET SOUTHWEST OF SIGNAL 526.2.
 DN0827
 DN0827                          STATION RECOVERY (1986)
 DN0827
 DN0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0827'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.0 KM
 DN0827'(15.55 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0827'HIGHWAY 287 IN BOWIE, THENCE 0.6 KM (0.35 MI) WEST ALONG A GRAVELED
 DN0827'ROAD, THENCE 2.8 KM (1.75 MI) NORTHERLY ALONG THE OKLAHOMA KANSAS
 DN0827'TEXAS RAILROAD, 30.5 M (100.1 FT) SOUTH OF THE CENTER OF A DIRT ROAD,
 DN0827'12.4 M (40.7 FT) WEST OF THE NEAR RAIL, 5.3 M (17.4 FT) WEST OF THE
 DN0827'5TH POLE SOUTH OF MILEPOST 526, AND 1.2 M (3.9 FT) EAST OF A FENCE.
 DN0827'THE MARK IS 0.9 METERS  N FROM  A WITNESS POST
 DN0827'THE MARK IS 0.6 M BELOW THE TRACKS.
 DN0827
 DN0827                          STATION RECOVERY (1998)
 DN0827
 DN0827'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1370 ***********************************************************************
 CS1370  DESIGNATION -  M 232
 CS1370  PID         -  CS1370
 CS1370  STATE/COUNTY-  TX/DALLAS
 CS1370  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1370
 CS1370                         *CURRENT SURVEY CONTROL
 CS1370  ___________________________________________________________________
 CS1370* NAD 83(1986)-  32 51 02.     (N)    096 40 45.     (W)     SCALED    
 CS1370* NAVD 88     -       174.639  (meters)     572.96   (feet)  ADJUSTED  
 CS1370  ___________________________________________________________________
 CS1370  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CS1370  DYNAMIC HT  -         174.444 (meters)     572.32  (feet)  COMP
 CS1370  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 CS1370
 CS1370  VERT ORDER  -  SECOND    CLASS 0
 CS1370
 CS1370.The horizontal coordinates were scaled from a topographic map and have
 CS1370.an estimated accuracy of +/- 6 seconds.
 CS1370
 CS1370.The orthometric height was determined by differential leveling
 CS1370.and adjusted by the National Geodetic Survey in June 1991..
 CS1370
 CS1370.The geoid height was determined by GEOID03.
 CS1370
 CS1370.The dynamic height is computed by dividing the NAVD 88
 CS1370.geopotential number by the normal gravity value computed on the
 CS1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1370.degrees latitude (g = 980.6199 gals.).
 CS1370
 CS1370.The modeled gravity was interpolated from observed gravity values.
 CS1370
 CS1370;                    North         East    Units  Estimated Accuracy
 CS1370;SPC TXNC     - 2,132,760.      770,420.      MT  (+/- 180 meters Scaled)
 CS1370
 CS1370                          SUPERSEDED SURVEY CONTROL
 CS1370
 CS1370  NGVD 29 (??/??/92)  174.65   (m)          573.0    (f) COMPUTED    2 0
 CS1370
 CS1370.Superseded values are not recommended for survey control.
 CS1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1370.See file dsdata.txt to determine how the superseded data were derived.
 CS1370
 CS1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB171371(NAD 83)
 CS1370_MARKER: DB = BENCH MARK DISK
 CS1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1370_SP_SET: CULVERT
 CS1370_STAMPING: M 232 1952
 CS1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1370
 CS1370  HISTORY     - Date     Condition        Report By
 CS1370  HISTORY     - 1952     MONUMENTED       CGS
 CS1370  HISTORY     - 1958     GOOD             NGS
 CS1370  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1370
 CS1370                          STATION DESCRIPTION
 CS1370
 CS1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1370'1.85 MI NE FROM DALLAS.
 CS1370'1.75 MILES NORTHEAST ALONG GARLAND ROAD FROM ITS INTERSECTION WITH
 CS1370'BUCKNER BOULEVARD AT DALLAS, THENCE 0.1 MILE EAST ALONG BARNES BRIDGE
 CS1370'ROAD, AT THE CROSSING OF THE GULF, COLORADO AND SANTA FE RAILROAD, 0.1
 CS1370'MILE SOUTHWEST OF A HUMBLE SERVICE STATION, 40 FEET SOUTHEAST OF THE
 CS1370'SOUTHEAST RAIL, 15 FEET NORTH OF THE CENTER LINE OF BARNES BRIDGE
 CS1370'ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 CS1370'CONCRETE PIPE CULVERT.
 CS1370
 CS1370                          STATION RECOVERY (1958)
 CS1370
 CS1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1370'RECOVERED IN GOOD CONDITION.
 CS1370
 CS1370                          STATION RECOVERY (1991)
 CS1370
 CS1370'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0503 ***********************************************************************
 DN0503  DESIGNATION -  M 233
 DN0503  PID         -  DN0503
 DN0503  STATE/COUNTY-  TX/GRAYSON
 DN0503  USGS QUAD   -  HOWE (1974)
 DN0503
 DN0503                         *CURRENT SURVEY CONTROL
 DN0503  ___________________________________________________________________
 DN0503* NAD 83(1986)-  33 35 04.     (N)    096 35 28.     (W)     SCALED    
 DN0503* NAVD 88     -       203.279  (meters)     666.92   (feet)  ADJUSTED  
 DN0503  ___________________________________________________________________
 DN0503  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DN0503  DYNAMIC HT  -         203.060 (meters)     666.21  (feet)  COMP
 DN0503  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 DN0503
 DN0503  VERT ORDER  -  SECOND    CLASS 0
 DN0503
 DN0503.The horizontal coordinates were scaled from a topographic map and have
 DN0503.an estimated accuracy of +/- 6 seconds.
 DN0503
 DN0503.The orthometric height was determined by differential leveling
 DN0503.and adjusted by the National Geodetic Survey in June 1991..
 DN0503
 DN0503.The geoid height was determined by GEOID03.
 DN0503
 DN0503.The dynamic height is computed by dividing the NAVD 88
 DN0503.geopotential number by the normal gravity value computed on the
 DN0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0503.degrees latitude (g = 980.6199 gals.).
 DN0503
 DN0503.The modeled gravity was interpolated from observed gravity values.
 DN0503
 DN0503;                    North         East    Units  Estimated Accuracy
 DN0503;SPC TXNC     - 2,214,280.      777,180.      MT  (+/- 180 meters Scaled)
 DN0503
 DN0503                          SUPERSEDED SURVEY CONTROL
 DN0503
 DN0503  NGVD 29 (??/??/92)  203.255  (m)          666.85   (f) ADJ UNCH    2 0
 DN0503
 DN0503.Superseded values are not recommended for survey control.
 DN0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0503.See file dsdata.txt to determine how the superseded data were derived.
 DN0503
 DN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC235186(NAD 83)
 DN0503_MARKER: DB = BENCH MARK DISK
 DN0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0503_SP_SET: CULVERT
 DN0503_STAMPING: M 233 1952
 DN0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0503
 DN0503  HISTORY     - Date     Condition        Report By
 DN0503  HISTORY     - 1952     MONUMENTED       CGS
 DN0503
 DN0503                          STATION DESCRIPTION
 DN0503
 DN0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0503'4.0 MI S FROM SHERMAN.
 DN0503'4.0 MILES SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0503'FROM THE UNION STATION AT SHERMAN, 3 POLES NORTH OF MILEPOST 650, 30
 DN0503'FEET EAST OF THE EAST RAIL, 15 FEET BELOW THE TOP OF THE RAILS, SET IN
 DN0503'THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A 30 FOOT CONCRETE
 DN0503'CULVERT UNDER THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0423 ***********************************************************************
 FM0423  DESIGNATION -  M 234
 FM0423  PID         -  FM0423
 FM0423  STATE/COUNTY-  TX/HARTLEY
 FM0423  USGS QUAD   -  MIDDLE WATER (1971)
 FM0423
 FM0423                         *CURRENT SURVEY CONTROL
 FM0423  ___________________________________________________________________
 FM0423* NAD 83(1986)-  35 49 41.     (N)    102 48 37.     (W)     SCALED    
 FM0423* NAVD 88     -      1244.082  (meters)    4081.63   (feet)  ADJUSTED  
 FM0423  ___________________________________________________________________
 FM0423  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 FM0423  DYNAMIC HT  -        1242.608 (meters)    4076.79  (feet)  COMP
 FM0423  MODELED GRAV-     979,404.8   (mgal)                       NAVD 88
 FM0423
 FM0423  VERT ORDER  -  FIRST     CLASS II
 FM0423
 FM0423.The horizontal coordinates were scaled from a topographic map and have
 FM0423.an estimated accuracy of +/- 6 seconds.
 FM0423
 FM0423.The orthometric height was determined by differential leveling
 FM0423.and adjusted by the National Geodetic Survey in June 1991..
 FM0423
 FM0423.The geoid height was determined by GEOID03.
 FM0423
 FM0423.The dynamic height is computed by dividing the NAVD 88
 FM0423.geopotential number by the normal gravity value computed on the
 FM0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0423.degrees latitude (g = 980.6199 gals.).
 FM0423
 FM0423.The modeled gravity was interpolated from observed gravity values.
 FM0423
 FM0423;                    North         East    Units  Estimated Accuracy
 FM0423;SPC TX N     - 1,203,590.       81,620.      MT  (+/- 180 meters Scaled)
 FM0423
 FM0423                          SUPERSEDED SURVEY CONTROL
 FM0423
 FM0423  NGVD 29 (??/??/92) 1243.527  (m)         4079.80   (f) ADJ UNCH    1 2
 FM0423
 FM0423.Superseded values are not recommended for survey control.
 FM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0423.See file dsdata.txt to determine how the superseded data were derived.
 FM0423
 FM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV977670(NAD 83)
 FM0423_MARKER: DB = BENCH MARK DISK
 FM0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0423_STAMPING: M-234 1933
 FM0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0423+STABILITY: SURFACE MOTION
 FM0423
 FM0423  HISTORY     - Date     Condition        Report By
 FM0423  HISTORY     - 1933     MONUMENTED       CGS
 FM0423  HISTORY     - 1943     GOOD             NGS
 FM0423
 FM0423                          STATION DESCRIPTION
 FM0423
 FM0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0423'2.0 MI SW FROM MIDDLEWATER.
 FM0423'2.0 MILES SOUTH WEST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. 20
 FM0423'POLES SOUTH WEST OF MILE POLE NO. 568.  SET IN POST, 110 FEET SOUTH
 FM0423'EAST OF THE CENTER LINE OF THE TRACKS AND 2 FEET NORTH WEST OF THE
 FM0423'RIGHT-OF-WAY FENCE.  NOTE-- RIGHT OF WAY FENCE IS GONE.
 FM0423
 FM0423                          STATION RECOVERY (1943)
 FM0423
 FM0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0004 ***********************************************************************
 FM0004  DESIGNATION -  M 235
 FM0004  PID         -  FM0004
 FM0004  STATE/COUNTY-  TX/HARTLEY
 FM0004  USGS QUAD   -  HARTLEY (1973)
 FM0004
 FM0004                         *CURRENT SURVEY CONTROL
 FM0004  ___________________________________________________________________
 FM0004* NAD 83(1986)-  35 54 32.     (N)    102 24 40.     (W)     SCALED    
 FM0004* NAVD 88     -      1197.232  (meters)    3927.92   (feet)  ADJUSTED  
 FM0004  ___________________________________________________________________
 FM0004  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 FM0004  DYNAMIC HT  -        1195.827 (meters)    3923.31  (feet)  COMP
 FM0004  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 FM0004
 FM0004  VERT ORDER  -  FIRST     CLASS II
 FM0004
 FM0004.The horizontal coordinates were scaled from a topographic map and have
 FM0004.an estimated accuracy of +/- 6 seconds.
 FM0004
 FM0004.The orthometric height was determined by differential leveling
 FM0004.and adjusted by the National Geodetic Survey in June 1991..
 FM0004
 FM0004.The geoid height was determined by GEOID03.
 FM0004
 FM0004.The dynamic height is computed by dividing the NAVD 88
 FM0004.geopotential number by the normal gravity value computed on the
 FM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0004.degrees latitude (g = 980.6199 gals.).
 FM0004
 FM0004.The modeled gravity was interpolated from observed gravity values.
 FM0004
 FM0004;                    North         East    Units  Estimated Accuracy
 FM0004;SPC TX N     - 1,212,150.      117,760.      MT  (+/- 180 meters Scaled)
 FM0004
 FM0004                          SUPERSEDED SURVEY CONTROL
 FM0004
 FM0004  NGVD 29 (??/??/92) 1196.660  (m)         3926.04   (f) ADJ UNCH    1 2
 FM0004
 FM0004.Superseded values are not recommended for survey control.
 FM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0004.See file dsdata.txt to determine how the superseded data were derived.
 FM0004
 FM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV336769(NAD 83)
 FM0004_MARKER: DB = BENCH MARK DISK
 FM0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0004_STAMPING: M-235 1933
 FM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0004+STABILITY: SURFACE MOTION
 FM0004
 FM0004  HISTORY     - Date     Condition        Report By
 FM0004  HISTORY     - 1933     MONUMENTED       CGS
 FM0004  HISTORY     - 1973     MARK NOT FOUND   USGS
 FM0004  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0004
 FM0004                          STATION DESCRIPTION
 FM0004
 FM0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0004'1.9 MI NW FROM HARTLEY.
 FM0004'1.9 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0004'CITY RAILROAD.  AT PRIVATE ROAD CROSSING, 5 POLES SOUTH EAST OF MILE
 FM0004'POLE NO. 405.  SET IN POST, 39 FEET SOUTH WEST OF THE CENTERLINE OF
 FM0004'THE TRACKS, AND 6 FEET SOUTH EAST OF POLE.
 FM0004
 FM0004                          STATION RECOVERY (1973)
 FM0004
 FM0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0004'MARK NOT FOUND.
 FM0004
 FM0004                          STATION RECOVERY (1985)
 FM0004
 FM0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0004'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0229 ***********************************************************************
 FM0229  DESIGNATION -  M 236
 FM0229  PID         -  FM0229
 FM0229  STATE/COUNTY-  TX/OLDHAM
 FM0229  USGS QUAD   -  ADY (1966)
 FM0229
 FM0229                         *CURRENT SURVEY CONTROL
 FM0229  ___________________________________________________________________
 FM0229* NAD 83(1986)-  35 29 38.     (N)    102 10 56.     (W)     SCALED    
 FM0229* NAVD 88     -       961.940  (meters)    3155.96   (feet)  ADJUSTED  
 FM0229  ___________________________________________________________________
 FM0229  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FM0229  DYNAMIC HT  -         960.821 (meters)    3152.29  (feet)  COMP
 FM0229  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 FM0229
 FM0229  VERT ORDER  -  FIRST     CLASS II
 FM0229
 FM0229.The horizontal coordinates were scaled from a topographic map and have
 FM0229.an estimated accuracy of +/- 6 seconds.
 FM0229
 FM0229.The orthometric height was determined by differential leveling
 FM0229.and adjusted by the National Geodetic Survey in June 1991..
 FM0229
 FM0229.The geoid height was determined by GEOID03.
 FM0229
 FM0229.The dynamic height is computed by dividing the NAVD 88
 FM0229.geopotential number by the normal gravity value computed on the
 FM0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0229.degrees latitude (g = 980.6199 gals.).
 FM0229
 FM0229.The modeled gravity was interpolated from observed gravity values.
 FM0229
 FM0229;                    North         East    Units  Estimated Accuracy
 FM0229;SPC TX N     - 1,165,940.      138,100.      MT  (+/- 180 meters Scaled)
 FM0229
 FM0229                          SUPERSEDED SURVEY CONTROL
 FM0229
 FM0229  NGVD 29 (??/??/92)  961.467  (m)         3154.41   (f) ADJ UNCH    1 2
 FM0229
 FM0229.Superseded values are not recommended for survey control.
 FM0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0229.See file dsdata.txt to determine how the superseded data were derived.
 FM0229
 FM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV556314(NAD 83)
 FM0229_MARKER: DB = BENCH MARK DISK
 FM0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0229_SP_SET: ABUTMENT
 FM0229_STAMPING: M-236 1933
 FM0229_MARK LOGO: CGS   
 FM0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0229
 FM0229  HISTORY     - Date     Condition        Report By
 FM0229  HISTORY     - 1933     MONUMENTED       CGS
 FM0229  HISTORY     - 1935     GOOD             NGS
 FM0229  HISTORY     - 1985     GOOD             NGS
 FM0229
 FM0229                          STATION DESCRIPTION
 FM0229
 FM0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0229'4.1 MI SE FROM TASCOSA.
 FM0229'4.1 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0229'CITY RAILROAD.  AT 25 FEET STEEL I-BEAM BRIDGE NO. 368-21.  8 1/2
 FM0229'POLES WEST OF MILE POLE NO. 368.  SET IN NORTH END OF THE WEST
 FM0229'ABUTMENT, 9 FEET NORTH OF THE CENTER LINE OF THE TRACKS.
 FM0229
 FM0229                          STATION RECOVERY (1935)
 FM0229
 FM0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FM0229'RECOVERED IN GOOD CONDITION.
 FM0229
 FM0229                          STATION RECOVERY (1985)
 FM0229
 FM0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0229'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS. 49.5 KM (30.7
 FM0229'MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION WITH U.S.
 FM0229'HIGHWAY 66 IN AMARILLO, THENCE 2.0 KM (1.25 MI) SOUTHEAST ALONG THE
 FM0229'BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0024 ***********************************************************************
 GL0024  DESIGNATION -  M 237
 GL0024  PID         -  GL0024
 GL0024  STATE/COUNTY-  TX/DALLAM
 GL0024  USGS QUAD   -  DALHART EAST (1973)
 GL0024
 GL0024                         *CURRENT SURVEY CONTROL
 GL0024  ___________________________________________________________________
 GL0024* NAD 83(1986)-  36 06 56.     (N)    102 26 20.     (W)     SCALED    
 GL0024* NAVD 88     -      1214.207  (meters)    3983.61   (feet)  ADJUSTED  
 GL0024  ___________________________________________________________________
 GL0024  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 GL0024  DYNAMIC HT  -        1212.805 (meters)    3979.01  (feet)  COMP
 GL0024  MODELED GRAV-     979,436.7   (mgal)                       NAVD 88
 GL0024
 GL0024  VERT ORDER  -  FIRST     CLASS II
 GL0024
 GL0024.The horizontal coordinates were scaled from a topographic map and have
 GL0024.an estimated accuracy of +/- 6 seconds.
 GL0024
 GL0024.The orthometric height was determined by differential leveling
 GL0024.and adjusted by the National Geodetic Survey in June 1991..
 GL0024
 GL0024.The geoid height was determined by GEOID03.
 GL0024
 GL0024.The dynamic height is computed by dividing the NAVD 88
 GL0024.geopotential number by the normal gravity value computed on the
 GL0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0024.degrees latitude (g = 980.6199 gals.).
 GL0024
 GL0024.The modeled gravity was interpolated from observed gravity values.
 GL0024
 GL0024;                    North         East    Units  Estimated Accuracy
 GL0024;SPC TX N     - 1,235,100.      115,470.      MT  (+/- 180 meters Scaled)
 GL0024
 GL0024                          SUPERSEDED SURVEY CONTROL
 GL0024
 GL0024.No superseded survey control is available for this station.
 GL0024
 GL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV305998(NAD 83)
 GL0024_MARKER: DB = BENCH MARK DISK
 GL0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0024_SP_SET: FOUNDATION
 GL0024_STAMPING: M-237, 1933
 GL0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0024
 GL0024  HISTORY     - Date     Condition        Report By
 GL0024  HISTORY     - 1933     MONUMENTED       CGS
 GL0024  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0024
 GL0024                          STATION DESCRIPTION
 GL0024
 GL0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0024'5.6 MI NE FROM DALHART.
 GL0024'5.6 MILES NORTH EAST OF DALHART DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0024'AT HITT. 31 POLES SOUTH WEST OF MILE POLE NO. 539.  4 POLES NORTH EAST
 GL0024'OF TELEPHONE BOOTH.  SET IN SOUTH EAST END OF A 18 BY 36 INCH CONCRETE
 GL0024'FOUNDATION, 37 FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS.
 GL0024
 GL0024                          STATION RECOVERY (1973)
 GL0024
 GL0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0429 ***********************************************************************
 GK0429  DESIGNATION -  M 238
 GK0429  PID         -  GK0429
 GK0429  STATE/COUNTY-  TX/SHERMAN
 GK0429  USGS QUAD   -  STEVENS (1965)
 GK0429
 GK0429                         *CURRENT SURVEY CONTROL
 GK0429  ___________________________________________________________________
 GK0429* NAD 83(1986)-  36 25 25.     (N)    101 55 07.     (W)     SCALED    
 GK0429* NAVD 88     -      1075.397  (meters)    3528.20   (feet)  ADJUSTED  
 GK0429  ___________________________________________________________________
 GK0429  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 GK0429  DYNAMIC HT  -        1074.228 (meters)    3524.36  (feet)  COMP
 GK0429  MODELED GRAV-     979,508.5   (mgal)                       NAVD 88
 GK0429
 GK0429  VERT ORDER  -  FIRST     CLASS II
 GK0429
 GK0429.The horizontal coordinates were scaled from a topographic map and have
 GK0429.an estimated accuracy of +/- 6 seconds.
 GK0429
 GK0429.The orthometric height was determined by differential leveling
 GK0429.and adjusted by the National Geodetic Survey in June 1991..
 GK0429
 GK0429.The geoid height was determined by GEOID03.
 GK0429
 GK0429.The dynamic height is computed by dividing the NAVD 88
 GK0429.geopotential number by the normal gravity value computed on the
 GK0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0429.degrees latitude (g = 980.6199 gals.).
 GK0429
 GK0429.The modeled gravity was interpolated from observed gravity values.
 GK0429
 GK0429;                    North         East    Units  Estimated Accuracy
 GK0429;SPC TX N     - 1,268,960.      162,460.      MT  (+/- 180 meters Scaled)
 GK0429
 GK0429                          SUPERSEDED SURVEY CONTROL
 GK0429
 GK0429  NGVD 29 (??/??/92) 1074.907  (m)         3526.59   (f) ADJ UNCH    1 2
 GK0429
 GK0429.Superseded values are not recommended for survey control.
 GK0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0429.See file dsdata.txt to determine how the superseded data were derived.
 GK0429
 GK0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF383348(NAD 83)
 GK0429_MARKER: DB = BENCH MARK DISK
 GK0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0429_STAMPING: M-238 1933
 GK0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0429+STABILITY: SURFACE MOTION
 GK0429
 GK0429  HISTORY     - Date     Condition        Report By
 GK0429  HISTORY     - 1933     MONUMENTED       CGS
 GK0429
 GK0429                          STATION DESCRIPTION
 GK0429
 GK0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0429'10.5 MI NE FROM STRATFORD.
 GK0429'10.5 MILES NORTH EAST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GK0429'RAILROAD.  AT FIRST PUBLIC CROSSING NORTH EAST OF STEVENS.  30 POLES
 GK0429'SOUTH WEST OF MILE POLE NO. 503.  SET IN POST, 60 FEET NORTH EAST OF
 GK0429'THE CENTERLINE OF ROAD AND 5 FEET NORTH EAST OF POLE.  45 FEET NORTH
 GK0429'WEST OF THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0830 ***********************************************************************
 BZ0830  DESIGNATION -  M 239
 BZ0830  PID         -  BZ0830
 BZ0830  STATE/COUNTY-  TX/BELL
 BZ0830  USGS QUAD   -  BELTON (1993)
 BZ0830
 BZ0830                         *CURRENT SURVEY CONTROL
 BZ0830  ___________________________________________________________________
 BZ0830* NAD 83(1986)-  31 02 49.     (N)    097 28 51.     (W)     SCALED    
 BZ0830* NAVD 88     -       205.712  (meters)     674.91   (feet)  ADJUSTED  
 BZ0830  ___________________________________________________________________
 BZ0830  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ0830  DYNAMIC HT  -         205.439 (meters)     674.01  (feet)  COMP
 BZ0830  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 BZ0830
 BZ0830  VERT ORDER  -  FIRST     CLASS II
 BZ0830
 BZ0830.The horizontal coordinates were scaled from a topographic map and have
 BZ0830.an estimated accuracy of +/- 6 seconds.
 BZ0830
 BZ0830.The orthometric height was determined by differential leveling
 BZ0830.and adjusted by the National Geodetic Survey in June 1991..
 BZ0830
 BZ0830.The geoid height was determined by GEOID03.
 BZ0830
 BZ0830.The dynamic height is computed by dividing the NAVD 88
 BZ0830.geopotential number by the normal gravity value computed on the
 BZ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0830.degrees latitude (g = 980.6199 gals.).
 BZ0830
 BZ0830.The modeled gravity was interpolated from observed gravity values.
 BZ0830
 BZ0830;                    North         East    Units  Estimated Accuracy
 BZ0830;SPC TX C     - 3,156,500.      972,230.      MT  (+/- 180 meters Scaled)
 BZ0830
 BZ0830                          SUPERSEDED SURVEY CONTROL
 BZ0830
 BZ0830  NGVD 29 (??/??/92)  205.646  (m)          674.69   (f) ADJ UNCH    1 2
 BZ0830
 BZ0830.Superseded values are not recommended for survey control.
 BZ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0830.See file dsdata.txt to determine how the superseded data were derived.
 BZ0830
 BZ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV449357(NAD 83)
 BZ0830_MARKER: DB = BENCH MARK DISK
 BZ0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0830_STAMPING: M 239 1953
 BZ0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0830+STABILITY: SURFACE MOTION
 BZ0830
 BZ0830  HISTORY     - Date     Condition        Report By
 BZ0830  HISTORY     - 1953     MONUMENTED       CGS
 BZ0830  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0830  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0830
 BZ0830                          STATION DESCRIPTION
 BZ0830
 BZ0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0830'1.6 MI SW FROM BELTON.
 BZ0830'1.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 190 FROM THE POST OFFICE AT
 BZ0830'BELTON, BELL COUNTY, AT THE ENTRANCE TO BELTON AIRPORT, 72 FEET EAST
 BZ0830'OF THE CENTER OF THE ENTRANCE GATE, AT THE INTERSECTION OF AN
 BZ0830'EAST-AND-WEST GRAVEL DRIVEWAY, 98 FEET SOUTH OF THE CENTERLINE OF THE
 BZ0830'HIGHWAY, 19 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 2 FEET SOUTH
 BZ0830'OF A FENCE, AND 2.6 FEET EAST OF A WHITE WOODEN WITNESS POST, AND SET
 BZ0830'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BZ0830
 BZ0830                          STATION RECOVERY (1983)
 BZ0830
 BZ0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0830'MARK NOT FOUND.
 BZ0830
 BZ0830                          STATION RECOVERY (2003)
 BZ0830
 BZ0830'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0481 ***********************************************************************
 BM0481  DESIGNATION -  M 240
 BM0481  PID         -  BM0481
 BM0481  STATE/COUNTY-  TX/TRAVIS
 BM0481  USGS QUAD   -  ELGIN WEST (1982)
 BM0481
 BM0481                         *CURRENT SURVEY CONTROL
 BM0481  ___________________________________________________________________
 BM0481* NAD 83(1986)-  30 19 28.     (N)    097 28 39.     (W)     SCALED    
 BM0481* NAVD 88     -       144.79   (+/-2cm)     475.0    (feet)  VERTCON   
 BM0481  ___________________________________________________________________
 BM0481  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0481
 BM0481  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0481
 BM0481.The horizontal coordinates were scaled from a topographic map and have
 BM0481.an estimated accuracy of +/- 6 seconds.
 BM0481
 BM0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0481.The vertical order pertains to the NGVD 29 superseded value.
 BM0481
 BM0481.The geoid height was determined by GEOID03.
 BM0481
 BM0481;                    North         East    Units  Estimated Accuracy
 BM0481;SPC TX C     - 3,076,440.      974,600.      MT  (+/- 180 meters Scaled)
 BM0481
 BM0481                          SUPERSEDED SURVEY CONTROL
 BM0481
 BM0481  NGVD 29 (??/??/92)  144.710  (m)          474.77   (f) ADJ UNCH    1 2
 BM0481
 BM0481.Superseded values are not recommended for survey control.
 BM0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0481.See file dsdata.txt to determine how the superseded data were derived.
 BM0481
 BM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU463557(NAD 83)
 BM0481_MARKER: DB = BENCH MARK DISK
 BM0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0481_STAMPING: M 240 1953
 BM0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0481+STABILITY: SURFACE MOTION
 BM0481
 BM0481  HISTORY     - Date     Condition        Report By
 BM0481  HISTORY     - 1953     MONUMENTED       CGS
 BM0481  HISTORY     - 1976     POOR             USGS
 BM0481  HISTORY     - 1990     GOOD             USPSQD
 BM0481  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 BM0481  HISTORY     - 19990123 MARK NOT FOUND   USPSQD
 BM0481  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0481
 BM0481                          STATION DESCRIPTION
 BM0481
 BM0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0481'7.35 MI W FROM ELGIN.
 BM0481'7.35 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0481'STATION AT ELGIN, 68 FEET WEST OF MILEPOST 95, 4 1/2 RAILS EAST OF THE
 BM0481'CENTER OF A GRAVELED ROAD CROSSING, 35.6 FEET SOUTH OF THE SOUTH RAIL,
 BM0481'31 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 2.7 FEET WEST OF
 BM0481'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BM0481'THE GROUND.
 BM0481
 BM0481                          STATION RECOVERY (1976)
 BM0481
 BM0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BM0481'MARK RECOVERED IN POOR CONDITION.
 BM0481
 BM0481                          STATION RECOVERY (1990)
 BM0481
 BM0481'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMT)
 BM0481'RECOVERED IN GOOD CONDITION.
 BM0481
 BM0481                          STATION RECOVERY (1991)
 BM0481
 BM0481'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0481'MARK NOT FOUND.
 BM0481
 BM0481                          STATION RECOVERY (1999)
 BM0481
 BM0481'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0481'MARK NOT FOUND.
 BM0481
 BM0481                          STATION RECOVERY (2003)
 BM0481
 BM0481'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0302 ***********************************************************************
 GL0302  DESIGNATION -  M 241
 GL0302  PID         -  GL0302
 GL0302  STATE/COUNTY-  TX/DALLAM
 GL0302  USGS QUAD   -  BOLIN NE (1973)
 GL0302
 GL0302                         *CURRENT SURVEY CONTROL
 GL0302  ___________________________________________________________________
 GL0302* NAD 83(1986)-  36 09 14.     (N)    102 30 31.     (W)     SCALED    
 GL0302* NAVD 88     -      1229.188  (meters)    4032.76   (feet)  ADJUSTED  
 GL0302  ___________________________________________________________________
 GL0302  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 GL0302  DYNAMIC HT  -        1227.769 (meters)    4028.11  (feet)  COMP
 GL0302  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 GL0302
 GL0302  VERT ORDER  -  FIRST     CLASS II
 GL0302
 GL0302.The horizontal coordinates were scaled from a topographic map and have
 GL0302.an estimated accuracy of +/- 6 seconds.
 GL0302
 GL0302.The orthometric height was determined by differential leveling
 GL0302.and adjusted by the National Geodetic Survey in June 1991..
 GL0302
 GL0302.The geoid height was determined by GEOID03.
 GL0302
 GL0302.The dynamic height is computed by dividing the NAVD 88
 GL0302.geopotential number by the normal gravity value computed on the
 GL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0302.degrees latitude (g = 980.6199 gals.).
 GL0302
 GL0302.The modeled gravity was interpolated from observed gravity values.
 GL0302
 GL0302;                    North         East    Units  Estimated Accuracy
 GL0302;SPC TX N     - 1,239,420.      109,240.      MT  (+/- 180 meters Scaled)
 GL0302
 GL0302                          SUPERSEDED SURVEY CONTROL
 GL0302
 GL0302.No superseded survey control is available for this station.
 GL0302
 GL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA241038(NAD 83)
 GL0302_MARKER: DB = BENCH MARK DISK
 GL0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0302_SP_SET: MONUMENT
 GL0302_STAMPING: M - 241 1933
 GL0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0302
 GL0302  HISTORY     - Date     Condition        Report By
 GL0302  HISTORY     - 1933     MONUMENTED       CGS
 GL0302  HISTORY     - 1934     GOOD             NGS
 GL0302  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0302  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0302
 GL0302                          STATION DESCRIPTION
 GL0302
 GL0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0302'6.7 MI N FROM DALHART.
 GL0302'6.7 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 GL0302'HIGHWAY NO. 41.  72 FT. EAST OF THE CENTER OF THE HIGHWAY.  30 FT.
 GL0302'NORTH OF THE CENTER OF AN EAST AND WEST COUNTY ROAD.  NOTE-- OLD TEXAS
 GL0302'HIGHWAY 41 HAS BEEN WIDENED AND IS NOW US HIGHWAY 385.
 GL0302
 GL0302                          STATION RECOVERY (1973)
 GL0302
 GL0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0302'MARK NOT FOUND.
 GL0302
 GL0302                          STATION RECOVERY (1985)
 GL0302
 GL0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0302'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0597 ***********************************************************************
 DN0597  DESIGNATION -  M 244
 DN0597  PID         -  DN0597
 DN0597  STATE/COUNTY-  TX/COOKE
 DN0597  USGS QUAD   -  WOODBINE (1978)
 DN0597
 DN0597                         *CURRENT SURVEY CONTROL
 DN0597  ___________________________________________________________________
 DN0597* NAD 83(1986)-  33 36 38.     (N)    097 02 48.     (W)     SCALED    
 DN0597* NAVD 88     -       246.258  (meters)     807.93   (feet)  ADJUSTED  
 DN0597  ___________________________________________________________________
 DN0597  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0597  DYNAMIC HT  -         246.001 (meters)     807.09  (feet)  COMP
 DN0597  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 DN0597
 DN0597  VERT ORDER  -  SECOND    CLASS 0
 DN0597
 DN0597.The horizontal coordinates were scaled from a topographic map and have
 DN0597.an estimated accuracy of +/- 6 seconds.
 DN0597
 DN0597.The orthometric height was determined by differential leveling
 DN0597.and adjusted by the National Geodetic Survey in June 1991..
 DN0597
 DN0597.The geoid height was determined by GEOID03.
 DN0597
 DN0597.The dynamic height is computed by dividing the NAVD 88
 DN0597.geopotential number by the normal gravity value computed on the
 DN0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0597.degrees latitude (g = 980.6199 gals.).
 DN0597
 DN0597.The modeled gravity was interpolated from observed gravity values.
 DN0597
 DN0597;                    North         East    Units  Estimated Accuracy
 DN0597;SPC TXNC     - 2,216,500.      734,860.      MT  (+/- 180 meters Scaled)
 DN0597
 DN0597                          SUPERSEDED SURVEY CONTROL
 DN0597
 DN0597  NGVD 29 (??/??/92)  246.220  (m)          807.81   (f) ADJ UNCH    2 0
 DN0597
 DN0597.Superseded values are not recommended for survey control.
 DN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0597.See file dsdata.txt to determine how the superseded data were derived.
 DN0597
 DN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC812206(NAD 83)
 DN0597_MARKER: DB = BENCH MARK DISK
 DN0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0597_STAMPING: M 244 1934
 DN0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0597+STABILITY: SURFACE MOTION
 DN0597
 DN0597  HISTORY     - Date     Condition        Report By
 DN0597  HISTORY     - 1934     MONUMENTED       CGS
 DN0597  HISTORY     - 1941     GOOD             NGS
 DN0597  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 DN0597
 DN0597                          STATION DESCRIPTION
 DN0597
 DN0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0597'1.9 MI W FROM WOODBINE.
 DN0597'ABOUT 1.9 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0597'FROM THE STATION AT WOODBINE, COOKE COUNTY, AT MILEPOST 695, ABOUT 40
 DN0597'FEET SOUTH OF THE CENTER LINE OF A ROAD, AND ABOUT 50 FEET NORTH OF
 DN0597'THE TRACK.  A STANDARD DISK, STAMPED M 244 1934 AND SET IN THE TOP OF
 DN0597'A CONCRETE POST.
 DN0597
 DN0597                          STATION RECOVERY (1941)
 DN0597
 DN0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 DN0597'RECOVERED IN GOOD CONDITION.
 DN0597
 DN0597                          STATION RECOVERY (1995)
 DN0597
 DN0597'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0583 ***********************************************************************
 DN0583  DESIGNATION -  M 245
 DN0583  PID         -  DN0583
 DN0583  STATE/COUNTY-  TX/COOKE
 DN0583  USGS QUAD   -  MUENSTER EAST (1978)
 DN0583
 DN0583                         *CURRENT SURVEY CONTROL
 DN0583  ___________________________________________________________________
 DN0583* NAD 83(1986)-  33 39 02.     (N)    097 22 30.     (W)     SCALED    
 DN0583* NAVD 88     -       307.018  (meters)    1007.27   (feet)  ADJUSTED  
 DN0583  ___________________________________________________________________
 DN0583  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN0583  DYNAMIC HT  -         306.690 (meters)    1006.20  (feet)  COMP
 DN0583  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 DN0583
 DN0583  VERT ORDER  -  SECOND    CLASS 0
 DN0583
 DN0583.The horizontal coordinates were scaled from a topographic map and have
 DN0583.an estimated accuracy of +/- 6 seconds.
 DN0583
 DN0583.The orthometric height was determined by differential leveling
 DN0583.and adjusted by the National Geodetic Survey in June 1991..
 DN0583
 DN0583.The geoid height was determined by GEOID03.
 DN0583
 DN0583.The dynamic height is computed by dividing the NAVD 88
 DN0583.geopotential number by the normal gravity value computed on the
 DN0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0583.degrees latitude (g = 980.6199 gals.).
 DN0583
 DN0583.The modeled gravity was interpolated from observed gravity values.
 DN0583
 DN0583;                    North         East    Units  Estimated Accuracy
 DN0583;SPC TXNC     - 2,220,560.      704,350.      MT  (+/- 180 meters Scaled)
 DN0583
 DN0583                          SUPERSEDED SURVEY CONTROL
 DN0583
 DN0583  NGVD 29 (??/??/92)  306.950  (m)         1007.05   (f) ADJ UNCH    2 0
 DN0583
 DN0583.Superseded values are not recommended for survey control.
 DN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0583.See file dsdata.txt to determine how the superseded data were derived.
 DN0583
 DN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC506245(NAD 83)
 DN0583_MARKER: DB = BENCH MARK DISK
 DN0583_SETTING: 0 = UNSPECIFIED SETTING
 DN0583_STAMPING: M 245 1934
 DN0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0583+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 DN0583
 DN0583  HISTORY     - Date     Condition        Report By
 DN0583  HISTORY     - 1934     MONUMENTED       CGS
 DN0583  HISTORY     - 19950601 GOOD             USPSQD
 DN0583  HISTORY     - 20051010 GOOD             JCLS
 DN0583
 DN0583                          STATION DESCRIPTION
 DN0583
 DN0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0583'IN MUENSTER.
 DN0583'AT MUENSTER, COOKE COUNTY, 3 BLOCKS NORTH AND 1 BLOCK EAST OF THE
 DN0583'STATION OF THE MISSOURI-KANSAS TEXAS RAILROAD OF THE SOUTHEAST LEG,
 DN0583'AND 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED M 245 1934.
 DN0583
 DN0583                          STATION RECOVERY (1995)
 DN0583
 DN0583'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0583'RECOVERED IN GOOD CONDITION.
 DN0583
 DN0583                          STATION RECOVERY (2005)
 DN0583
 DN0583'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 DN0583'TO REACH THE STATION FROM THE INTERSECTION OF US 82 AND NORTH OAK
 DN0583'STREET IN THE TOWN OF MUENSTER, TRAVEL NORTH ON NORTH OAK STREET FOR
 DN0583'0.15 MILES TO IT'S INTERSECTION WITH EAST SECOND STREET AND THE
 DN0583'STATION ON THE RIGHT, NORTHEAST OF THE INTERSECTION.  STATION IS
 DN0583'LOCATED ON TOP OF THE SOUTH CORNER OF A LARGE CONCRETE PEDASTAL, THE
 DN0583'SOUTHEASTERN OF 4 SUCH PEDASTALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1784 ***********************************************************************
 CS1784  DESIGNATION -  M 246 RESET 1937
 CS1784  PID         -  CS1784
 CS1784  STATE/COUNTY-  TX/TARRANT
 CS1784  USGS QUAD   -  FORT WORTH (1981)
 CS1784
 CS1784                         *CURRENT SURVEY CONTROL
 CS1784  ___________________________________________________________________
 CS1784* NAD 83(1986)-  32 44 47.     (N)    097 19 27.     (W)     SCALED    
 CS1784* NAVD 88     -       186.571  (meters)     612.11   (feet)  ADJUSTED  
 CS1784  ___________________________________________________________________
 CS1784  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS1784  DYNAMIC HT  -         186.352 (meters)     611.39  (feet)  COMP
 CS1784  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CS1784
 CS1784  VERT ORDER  -  FIRST     CLASS II
 CS1784
 CS1784.The horizontal coordinates were scaled from a topographic map and have
 CS1784.an estimated accuracy of +/- 6 seconds.
 CS1784
 CS1784.The orthometric height was determined by differential leveling
 CS1784.and adjusted by the National Geodetic Survey in June 1991..
 CS1784
 CS1784.The geoid height was determined by GEOID03.
 CS1784
 CS1784.The dynamic height is computed by dividing the NAVD 88
 CS1784.geopotential number by the normal gravity value computed on the
 CS1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1784.degrees latitude (g = 980.6199 gals.).
 CS1784
 CS1784.The modeled gravity was interpolated from observed gravity values.
 CS1784
 CS1784;                    North         East    Units  Estimated Accuracy
 CS1784;SPC TXNC     - 2,120,350.      710,180.      MT  (+/- 180 meters Scaled)
 CS1784
 CS1784                          SUPERSEDED SURVEY CONTROL
 CS1784
 CS1784  NGVD 29 (??/??/92)  186.555  (m)          612.06   (f) ADJ UNCH    1 2
 CS1784
 CS1784.Superseded values are not recommended for survey control.
 CS1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1784.See file dsdata.txt to determine how the superseded data were derived.
 CS1784
 CS1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB570244(NAD 83)
 CS1784_MARKER: DR = REFERENCE MARK DISK
 CS1784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1784_SP_SET: STAIR-RAIL POST
 CS1784_STAMPING: 612.139 M 246 RESET 1937
 CS1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1784
 CS1784  HISTORY     - Date     Condition        Report By
 CS1784  HISTORY     - 1937     MONUMENTED       ATSFRR
 CS1784  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1784  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1784  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1784  HISTORY     - 20050314 GOOD             GEOCAC
 CS1784
 CS1784                          STATION DESCRIPTION
 CS1784
 CS1784'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1937
 CS1784'IN FORT WORTH.
 CS1784'AT FORT WORTH, AT THE UNION PASSENGER STATION, AT THE EAST SUBWAY, AND
 CS1784'IN THE TOP OF THE NORTHWEST STAIR-RAIL POST.
 CS1784
 CS1784                          STATION RECOVERY (1989)
 CS1784
 CS1784'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1784'MARK NOT FOUND.
 CS1784
 CS1784                          STATION RECOVERY (1996)
 CS1784
 CS1784'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1784'MARK NOT FOUND.
 CS1784
 CS1784                          STATION RECOVERY (2001)
 CS1784
 CS1784'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1784'MARK NOT FOUND.
 CS1784
 CS1784                          STATION RECOVERY (2005)
 CS1784
 CS1784'RECOVERY NOTE BY GEOCACHING 2005 (LPC)
 CS1784'ON A CONCRETE STRUCTURE BEHIND THE OLD ATSF
 CS1784'PASSENGER STATION TODAY IN FW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2072 ***********************************************************************
 BY2072  DESIGNATION -  M 248
 BY2072  PID         -  BY2072
 BY2072  STATE/COUNTY-  TX/ANDERSON
 BY2072  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2072
 BY2072                         *CURRENT SURVEY CONTROL
 BY2072  ___________________________________________________________________
 BY2072* NAD 83(1986)-  31 48 05.     (N)    095 34 51.     (W)     SCALED    
 BY2072* NAVD 88     -       130.139  (meters)     426.96   (feet)  ADJUSTED  
 BY2072  ___________________________________________________________________
 BY2072  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BY2072  DYNAMIC HT  -         129.981 (meters)     426.45  (feet)  COMP
 BY2072  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 BY2072
 BY2072  VERT ORDER  -  FIRST     CLASS II
 BY2072
 BY2072.The horizontal coordinates were scaled from a topographic map and have
 BY2072.an estimated accuracy of +/- 6 seconds.
 BY2072
 BY2072.The orthometric height was determined by differential leveling
 BY2072.and adjusted by the National Geodetic Survey in June 1991..
 BY2072.WARNING-Repeat measurements at this control monument indicate possible
 BY2072.vertical movement.
 BY2072
 BY2072.The geoid height was determined by GEOID03.
 BY2072
 BY2072.The dynamic height is computed by dividing the NAVD 88
 BY2072.geopotential number by the normal gravity value computed on the
 BY2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2072.degrees latitude (g = 980.6199 gals.).
 BY2072
 BY2072.The modeled gravity was interpolated from observed gravity values.
 BY2072
 BY2072;                    North         East    Units  Estimated Accuracy
 BY2072;SPC TX C     - 3,246,270.    1,149,900.      MT  (+/- 180 meters Scaled)
 BY2072
 BY2072                          SUPERSEDED SURVEY CONTROL
 BY2072
 BY2072  NGVD 29 (??/??/92)  130.153  (m)          427.01   (f) ADJ UNCH    1 2
 BY2072
 BY2072.Superseded values are not recommended for survey control.
 BY2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2072.See file dsdata.txt to determine how the superseded data were derived.
 BY2072
 BY2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR556213(NAD 83)
 BY2072_MARKER: DB = BENCH MARK DISK
 BY2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2072_STAMPING: M 248 1952
 BY2072_PROJECTION: PROJECTING 10 CENTIMETERS
 BY2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2072+STABILITY: SURFACE MOTION
 BY2072
 BY2072  HISTORY     - Date     Condition        Report By
 BY2072  HISTORY     - 1952     MONUMENTED       CGS
 BY2072  HISTORY     - 1979     GOOD             USGS
 BY2072  HISTORY     - 1980     GOOD             NGS
 BY2072  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY2072  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2072
 BY2072                          STATION DESCRIPTION
 BY2072
 BY2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2072'4.1 MI NE FROM PALESTINE.
 BY2072'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY2072'PALESTINE, 0.05 MILE NORTHEAST OF A FARMHOUSE, 53.7 FEET SOUTHEAST OF
 BY2072'THE CENTER LINE OF THE HIGHWAY, 73 FEET NORTHEAST OF A TELEPHONE POLE,
 BY2072'3.5 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE, 3
 BY2072'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY2072'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY2072
 BY2072                          STATION RECOVERY (1979)
 BY2072
 BY2072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY2072'NEW DESCRIPTION .35 MILE NORTH ALONG N. SYCAMORE STREET FROM THE
 BY2072'POST OFFICE AT PALESTINE, THENCE 1.75 MI NORTHEAST ALONG U.S. HIGHWAY
 BY2072'79 TO Y-RD EAST, THENCE EAST 1.95 MI ON OLD NECHES RD., 0.05 MILE
 BY2072'NORTHEAST OF A FARMHOUSE, 53.7 FEET SOUTHEAST OF THE CENTER OF THE
 BY2072'HIGHWAY, 75 FEET NORTHEAST OF A TELEPHONE POLE, 3.5 FEET NORTHEAST OF
 BY2072'A FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE, SET IN THE TOP OF A
 BY2072'CONCRETE POST WHICH PROJECTS
 BY2072
 BY2072                          STATION RECOVERY (1980)
 BY2072
 BY2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2072'2.3 KM. (1.45 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2072'FEDERAL BUILDING AT 101 WEST OAK STREET IN PALESTINE, THENCE 1.2 KM.
 BY2072'(0.75 MI.) NORTHEAST ALONG U.S. HIGHWAY 79, THENCE 3.1 KM. (1.9 MI.)
 BY2072'NORTHEAST ALONG OLD NECHES ROAD, 0.1 KM. (0.05 MI.) NORTHEAST OF A TWO
 BY2072'STORY WHITE FRAME HOUSE, 52.1 M. (171 FT.) SOUTHWEST AND ACROSS THE
 BY2072'ROAD FROM THE CENTER OF THE NORTHWEST HEADWALL OF A SMALL BOXED
 BY2072'CULVERT, 22.3 M. (73.0 FT.) NORTHEAST OF A TELEPHONE POLE, 16.3 M.
 BY2072'(53.5 FT.) SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 BY2072'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 BY2072'THE MARK IS 0.6 M ABOVE OLD NECHES ROAD.
 BY2072
 BY2072                          STATION RECOVERY (1990)
 BY2072
 BY2072'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2072'MARK NOT FOUND.
 BY2072
 BY2072                          STATION RECOVERY (2002)
 BY2072
 BY2072'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0866 ***********************************************************************
 AB0866  DESIGNATION -  M 25
 AB0866  PID         -  AB0866
 AB0866  STATE/COUNTY-  TX/CAMERON
 AB0866  USGS QUAD   -  LA PALOMA (1970)
 AB0866
 AB0866                         *CURRENT SURVEY CONTROL
 AB0866  ___________________________________________________________________
 AB0866* NAD 83(1986)-  26 02 01.     (N)    097 39 11.     (W)     SCALED    
 AB0866* NAVD 88     -        16.650  (meters)      54.63   (feet)  ADJUSTED  
 AB0866  ___________________________________________________________________
 AB0866  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 AB0866  DYNAMIC HT  -          16.623 (meters)      54.54  (feet)  COMP
 AB0866  MODELED GRAV-     979,022.3   (mgal)                       NAVD 88
 AB0866
 AB0866  VERT ORDER  -  SECOND    CLASS 0
 AB0866
 AB0866.The horizontal coordinates were scaled from a topographic map and have
 AB0866.an estimated accuracy of +/- 6 seconds.
 AB0866
 AB0866.The orthometric height was determined by differential leveling
 AB0866.and adjusted by the National Geodetic Survey in June 1991..
 AB0866
 AB0866.The geoid height was determined by GEOID03.
 AB0866
 AB0866.The dynamic height is computed by dividing the NAVD 88
 AB0866.geopotential number by the normal gravity value computed on the
 AB0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0866.degrees latitude (g = 980.6199 gals.).
 AB0866
 AB0866.The modeled gravity was interpolated from observed gravity values.
 AB0866
 AB0866;                    North         East    Units  Estimated Accuracy
 AB0866;SPC TX S     - 5,040,940.      384,770.      MT  (+/- 180 meters Scaled)
 AB0866
 AB0866                          SUPERSEDED SURVEY CONTROL
 AB0866
 AB0866  NGVD 29 (??/??/92)   16.749  (m)           54.95   (f) ADJ UNCH    2 0
 AB0866
 AB0866.Superseded values are not recommended for survey control.
 AB0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0866.See file dsdata.txt to determine how the superseded data were derived.
 AB0866
 AB0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP347801(NAD 83)
 AB0866_MARKER: DD = SURVEY DISK
 AB0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0866_SP_SET: CULVERT
 AB0866_STAMPING: M 25 55.00
 AB0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0866
 AB0866  HISTORY     - Date     Condition        Report By
 AB0866  HISTORY     - UNK      MONUMENTED
 AB0866  HISTORY     - 1942     GOOD             NGS
 AB0866  HISTORY     - 1987     GOOD             USPSQD
 AB0866
 AB0866                          STATION DESCRIPTION
 AB0866
 AB0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0866'13.2 MI NW FROM BROWNSVILLE.
 AB0866'13.2 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH
 AB0866'SCHOOL AT BROWNSVILLE, CAMERON COUNTY, 50 FEET SOUTHWEST OF THE
 AB0866'CENTERLINE OF THE HIGHWAY, 22.5 FEET SOUTHEAST OF REA CO-OP POLE NO.
 AB0866'15V177, AT A 4- BY 4-FOOT VERTICAL CONCRETE-BOX CULVERT, IN THE TOP OF
 AB0866'THE NORTHEAST SIDE OF THE CULVERT, AND ABOUT 3 FEET HIGHER THAN THE
 AB0866'HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED M 25 55.00.
 AB0866
 AB0866                          STATION RECOVERY (1987)
 AB0866
 AB0866'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0368 ***********************************************************************
 BP0368  DESIGNATION -  M 25
 BP0368  PID         -  BP0368
 BP0368  STATE/COUNTY-  TX/BREWSTER
 BP0368  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0368
 BP0368                         *CURRENT SURVEY CONTROL
 BP0368  ___________________________________________________________________
 BP0368* NAD 83(1986)-  30 23 17.     (N)    103 35 17.     (W)     SCALED    
 BP0368* NAVD 88     -      1368.939  (meters)    4491.26   (feet)  POSTED    
 BP0368  ___________________________________________________________________
 BP0368  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 BP0368  DYNAMIC HT  -        1366.710 (meters)    4483.95  (feet)  COMP
 BP0368  MODELED GRAV-     978,968.0   (mgal)                       NAVD 88
 BP0368
 BP0368  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0368
 BP0368.The horizontal coordinates were scaled from a topographic map and have
 BP0368.an estimated accuracy of +/- 6 seconds.
 BP0368
 BP0368.The orthometric height was determined by differential leveling
 BP0368.and adjusted by the National Geodetic Survey in 1992..
 BP0368.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0368.rate of 0.0 thru 1.0 mm/km.
 BP0368
 BP0368.The geoid height was determined by GEOID03.
 BP0368
 BP0368.The dynamic height is computed by dividing the NAVD 88
 BP0368.geopotential number by the normal gravity value computed on the
 BP0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0368.degrees latitude (g = 980.6199 gals.).
 BP0368
 BP0368.The modeled gravity was interpolated from observed gravity values.
 BP0368
 BP0368;                    North         East    Units  Estimated Accuracy
 BP0368;SPC TXSC     - 4,291,800.      159,150.      MT  (+/- 180 meters Scaled)
 BP0368
 BP0368                          SUPERSEDED SURVEY CONTROL
 BP0368
 BP0368.No superseded survey control is available for this station.
 BP0368
 BP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP356626(NAD 83)
 BP0368_MARKER: DB = BENCH MARK DISK
 BP0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0368_STAMPING: ELEV. 4489.86 FT M 25 1917
 BP0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0368+STABILITY: SURFACE MOTION
 BP0368
 BP0368  HISTORY     - Date     Condition        Report By
 BP0368  HISTORY     - 1917     MONUMENTED       CGS
 BP0368  HISTORY     - 1957     MARK NOT FOUND   NGS
 BP0368  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0368
 BP0368                          STATION DESCRIPTION
 BP0368
 BP0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0368'1.0 MI W FROM STROBEL.
 BP0368'ABOUT 1 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0368'STROBEL, BREWSTER COUNTY, AT MILEPOST 602, AND 50 FEET NORTH OF THE
 BP0368'TRACK.  A STANDARD DISK, STAMPED ELEV. 4489.86 FT M 25 1917 AND SET IN
 BP0368'THE TOP OF A CONCRETE POST.
 BP0368
 BP0368                          STATION RECOVERY (1966)
 BP0368
 BP0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0056 ***********************************************************************
 BY0056  DESIGNATION -  M 250
 BY0056  PID         -  BY0056
 BY0056  STATE/COUNTY-  TX/SHELBY
 BY0056  USGS QUAD   -  TENAHA WEST (1984)
 BY0056
 BY0056                         *CURRENT SURVEY CONTROL
 BY0056  ___________________________________________________________________
 BY0056* NAD 83(1986)-  31 56 22.     (N)    094 16 37.     (W)     SCALED    
 BY0056* NAVD 88     -       104.030  (meters)     341.31   (feet)  ADJUSTED  
 BY0056  ___________________________________________________________________
 BY0056  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BY0056  DYNAMIC HT  -         103.907 (meters)     340.90  (feet)  COMP
 BY0056  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 BY0056
 BY0056  VERT ORDER  -  FIRST     CLASS II
 BY0056
 BY0056.The horizontal coordinates were scaled from a topographic map and have
 BY0056.an estimated accuracy of +/- 6 seconds.
 BY0056
 BY0056.The orthometric height was determined by differential leveling
 BY0056.and adjusted by the National Geodetic Survey in June 1991..
 BY0056
 BY0056.The geoid height was determined by GEOID03.
 BY0056
 BY0056.The dynamic height is computed by dividing the NAVD 88
 BY0056.geopotential number by the normal gravity value computed on the
 BY0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0056.degrees latitude (g = 980.6199 gals.).
 BY0056
 BY0056.The modeled gravity was interpolated from observed gravity values.
 BY0056
 BY0056;                    North         East    Units  Estimated Accuracy
 BY0056;SPC TX C     - 3,267,550.    1,272,390.      MT  (+/- 180 meters Scaled)
 BY0056
 BY0056                          SUPERSEDED SURVEY CONTROL
 BY0056
 BY0056  NGVD 29 (??/??/92)  104.056  (m)          341.39   (f) ADJ UNCH    1 2
 BY0056
 BY0056.Superseded values are not recommended for survey control.
 BY0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0056.See file dsdata.txt to determine how the superseded data were derived.
 BY0056
 BY0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR793344(NAD 83)
 BY0056_MARKER: DB = BENCH MARK DISK
 BY0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0056_STAMPING: M 250 1952
 BY0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0056+STABILITY: SURFACE MOTION
 BY0056
 BY0056  HISTORY     - Date     Condition        Report By
 BY0056  HISTORY     - 1952     MONUMENTED       CGS
 BY0056  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0056  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0056
 BY0056                          STATION DESCRIPTION
 BY0056
 BY0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0056'1.6 MI W FROM TENAHA.
 BY0056'1.6 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0056'STATION AT TENAHA, 0.1 MILE WEST OF A FARMHOUSE, 146 FEET SOUTH OF THE
 BY0056'SOUTH RAIL, 48 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 84, 5
 BY0056'FEET NORTHWEST OF A 10 INCH PINE TREE, 2 FEET NORTH OF A FENCE, 3 FEET
 BY0056'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0056'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY0056
 BY0056                          STATION RECOVERY (1979)
 BY0056
 BY0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0056'MARK NOT FOUND.
 BY0056
 BY0056                          STATION RECOVERY (1979)
 BY0056
 BY0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1069 ***********************************************************************
 BY1069  DESIGNATION -  M 251
 BY1069  PID         -  BY1069
 BY1069  STATE/COUNTY-  TX/NACOGDOCHES
 BY1069  USGS QUAD   -  REKLAW (1973)
 BY1069
 BY1069                         *CURRENT SURVEY CONTROL
 BY1069  ___________________________________________________________________
 BY1069* NAD 83(1986)-  31 49 12.     (N)    094 54 11.     (W)     SCALED    
 BY1069* NAVD 88     -        93.567  (meters)     306.98   (feet)  ADJUSTED  
 BY1069  ___________________________________________________________________
 BY1069  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY1069  DYNAMIC HT  -          93.455 (meters)     306.61  (feet)  COMP
 BY1069  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 BY1069
 BY1069  VERT ORDER  -  FIRST     CLASS II
 BY1069
 BY1069.The horizontal coordinates were scaled from a topographic map and have
 BY1069.an estimated accuracy of +/- 6 seconds.
 BY1069
 BY1069.The orthometric height was determined by differential leveling
 BY1069.and adjusted by the National Geodetic Survey in June 1991..
 BY1069.WARNING-Repeat measurements at this control monument indicate possible
 BY1069.vertical movement.
 BY1069
 BY1069.The geoid height was determined by GEOID03.
 BY1069
 BY1069.The dynamic height is computed by dividing the NAVD 88
 BY1069.geopotential number by the normal gravity value computed on the
 BY1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1069.degrees latitude (g = 980.6199 gals.).
 BY1069
 BY1069.The modeled gravity was interpolated from observed gravity values.
 BY1069
 BY1069;                    North         East    Units  Estimated Accuracy
 BY1069;SPC TX C     - 3,251,260.    1,213,910.      MT  (+/- 180 meters Scaled)
 BY1069
 BY1069                          SUPERSEDED SURVEY CONTROL
 BY1069
 BY1069  NGVD 29 (??/??/92)   93.593  (m)          307.06   (f) ADJ UNCH    1 2
 BY1069
 BY1069.Superseded values are not recommended for survey control.
 BY1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1069.See file dsdata.txt to determine how the superseded data were derived.
 BY1069
 BY1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR198220(NAD 83)
 BY1069_MARKER: DB = BENCH MARK DISK
 BY1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1069_STAMPING: M 251 1952
 BY1069_PROJECTION: FLUSH
 BY1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1069+STABILITY: SURFACE MOTION
 BY1069
 BY1069  HISTORY     - Date     Condition        Report By
 BY1069  HISTORY     - 1952     MONUMENTED       CGS
 BY1069  HISTORY     - 1979     GOOD             NGS
 BY1069  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1069
 BY1069                          STATION DESCRIPTION
 BY1069
 BY1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1069'4.1 MI W FROM CUSHING.
 BY1069'4.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1069'STATION AT CUSHING, 3 POLES WEST OF MILEPOST 176, AT THE EAST END OF A
 BY1069'CUT, 40.6 FEET NORTH OF THE NORTH RAIL, 7.5 FEET SOUTH OF A FENCE, 2
 BY1069'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1069'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1069
 BY1069                          STATION RECOVERY (1979)
 BY1069
 BY1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1069'3.75 MILES WEST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM ROAD
 BY1069'225 IN CUSHING, AT A SMALL CREEK, 0.2 MILE EAST OF A GAS PIPELINE
 BY1069'CROSSING, 255 FT. SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 105 FT.
 BY1069'NORTHWEST OF A 6-FT. STEEL CULVERT UNDER THE SOUTHERN PACIFIC
 BY1069'RAILROAD, 40.0 FT. NORTH OF THE NORTH RAIL, 7.5 FT. SOUTH OF A FENCE.
 BY1069'THE MARK IS 2 FT  E FROM  A WOOD POST
 BY1069
 BY1069                          STATION RECOVERY (1998)
 BY1069
 BY1069'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1279 ***********************************************************************
 BY1279  DESIGNATION -  M 252
 BY1279  PID         -  BY1279
 BY1279  STATE/COUNTY-  TX/CHEROKEE
 BY1279  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1279
 BY1279                         *CURRENT SURVEY CONTROL
 BY1279  ___________________________________________________________________
 BY1279* NAD 83(1986)-  31 55 57.     (N)    095 14 13.     (W)     SCALED    
 BY1279* NAVD 88     -       135.591  (meters)     444.85   (feet)  ADJUSTED  
 BY1279  ___________________________________________________________________
 BY1279  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BY1279  DYNAMIC HT  -         135.427 (meters)     444.31  (feet)  COMP
 BY1279  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 BY1279
 BY1279  VERT ORDER  -  FIRST     CLASS II
 BY1279
 BY1279.The horizontal coordinates were scaled from a topographic map and have
 BY1279.an estimated accuracy of +/- 6 seconds.
 BY1279
 BY1279.The orthometric height was determined by differential leveling
 BY1279.and adjusted by the National Geodetic Survey in June 1991..
 BY1279
 BY1279.The geoid height was determined by GEOID03.
 BY1279
 BY1279.The dynamic height is computed by dividing the NAVD 88
 BY1279.geopotential number by the normal gravity value computed on the
 BY1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1279.degrees latitude (g = 980.6199 gals.).
 BY1279
 BY1279.The modeled gravity was interpolated from observed gravity values.
 BY1279
 BY1279;                    North         East    Units  Estimated Accuracy
 BY1279;SPC TX C     - 3,262,230.    1,181,760.      MT  (+/- 180 meters Scaled)
 BY1279
 BY1279                          SUPERSEDED SURVEY CONTROL
 BY1279
 BY1279  NGVD 29 (??/??/92)  135.613  (m)          444.92   (f) ADJ UNCH    1 2
 BY1279
 BY1279.Superseded values are not recommended for survey control.
 BY1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1279.See file dsdata.txt to determine how the superseded data were derived.
 BY1279
 BY1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR885351(NAD 83)
 BY1279_MARKER: DB = BENCH MARK DISK
 BY1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1279_STAMPING: M 252 1952
 BY1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1279+STABILITY: SURFACE MOTION
 BY1279
 BY1279  HISTORY     - Date     Condition        Report By
 BY1279  HISTORY     - 1952     MONUMENTED       CGS
 BY1279  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1279  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1279
 BY1279                          STATION DESCRIPTION
 BY1279
 BY1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1279'2.9 MI SE FROM JACKSONVILLE.
 BY1279'2.9 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1279'STATION AT JACKSONVILLE, 12 POLES SOUTHEAST OF MILEPOST 199, AT A
 BY1279'PRIVATE ROAD CROSSING, 58 FEET SOUTHEAST OF THE CENTER OF A GATE, 38
 BY1279'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET SOUTHWEST OF A TELEGRAPH
 BY1279'POLE, 8.5 FEET NORTHEAST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS
 BY1279'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BY1279'THE GROUND.
 BY1279
 BY1279                          STATION RECOVERY (1973)
 BY1279
 BY1279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1279'MARK NOT FOUND.
 BY1279
 BY1279                          STATION RECOVERY (1996)
 BY1279
 BY1279'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0284 ***********************************************************************
 GK0284  DESIGNATION -  M 253
 GK0284  PID         -  GK0284
 GK0284  STATE/COUNTY-  TX/HANSFORD
 GK0284  USGS QUAD   -  MORSE (1974)
 GK0284
 GK0284                         *CURRENT SURVEY CONTROL
 GK0284  ___________________________________________________________________
 GK0284* NAD 83(1986)-  36 06 38.     (N)    101 29 05.     (W)     SCALED    
 GK0284* NAVD 88     -       961.791  (meters)    3155.48   (feet)  ADJUSTED  
 GK0284  ___________________________________________________________________
 GK0284  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 GK0284  DYNAMIC HT  -         960.737 (meters)    3152.02  (feet)  COMP
 GK0284  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 GK0284
 GK0284  VERT ORDER  -  SECOND    CLASS 0
 GK0284
 GK0284.The horizontal coordinates were scaled from a topographic map and have
 GK0284.an estimated accuracy of +/- 6 seconds.
 GK0284
 GK0284.The orthometric height was determined by differential leveling
 GK0284.and adjusted by the National Geodetic Survey in June 1991..
 GK0284
 GK0284.The geoid height was determined by GEOID03.
 GK0284
 GK0284.The dynamic height is computed by dividing the NAVD 88
 GK0284.geopotential number by the normal gravity value computed on the
 GK0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0284.degrees latitude (g = 980.6199 gals.).
 GK0284
 GK0284.The modeled gravity was interpolated from observed gravity values.
 GK0284
 GK0284;                    North         East    Units  Estimated Accuracy
 GK0284;SPC TX N     - 1,234,150.      201,380.      MT  (+/- 180 meters Scaled)
 GK0284
 GK0284                          SUPERSEDED SURVEY CONTROL
 GK0284
 GK0284  NGVD 29 (??/??/92)  961.345  (m)         3154.01   (f) ADJ UNCH    2 0
 GK0284
 GK0284.Superseded values are not recommended for survey control.
 GK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0284.See file dsdata.txt to determine how the superseded data were derived.
 GK0284
 GK0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE763990(NAD 83)
 GK0284_MARKER: DB = BENCH MARK DISK
 GK0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0284_STAMPING: M-253 1934
 GK0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0284+STABILITY: SURFACE MOTION
 GK0284
 GK0284  HISTORY     - Date     Condition        Report By
 GK0284  HISTORY     - 1934     MONUMENTED       CGS
 GK0284
 GK0284                          STATION DESCRIPTION
 GK0284
 GK0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0284'3.7 MI N FROM MORSE.
 GK0284'3.7 MILES NORTH OF C. RI. AND G. RR. STATION AT MORSE 60 FEET WEST OF
 GK0284'NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY TRACK. 3 FEET
 GK0284'EAST OF FENCE LINE. 2 1/2 POLES SOUTH OF MILE POLE 79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0465 ***********************************************************************
 GK0465  DESIGNATION -  M 254
 GK0465  PID         -  GK0465
 GK0465  STATE/COUNTY-  TX/SHERMAN
 GK0465  USGS QUAD   -  COLDWATER CREEK (1974)
 GK0465
 GK0465                         *CURRENT SURVEY CONTROL
 GK0465  ___________________________________________________________________
 GK0465* NAD 83(1986)-  36 19 38.     (N)    101 40 41.     (W)     SCALED    
 GK0465* NAVD 88     -      1033.881  (meters)    3391.99   (feet)  ADJUSTED  
 GK0465  ___________________________________________________________________
 GK0465  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 GK0465  DYNAMIC HT  -        1032.751 (meters)    3388.28  (feet)  COMP
 GK0465  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 GK0465
 GK0465  VERT ORDER  -  SECOND    CLASS 0
 GK0465
 GK0465.The horizontal coordinates were scaled from a topographic map and have
 GK0465.an estimated accuracy of +/- 6 seconds.
 GK0465
 GK0465.The orthometric height was determined by differential leveling
 GK0465.and adjusted by the National Geodetic Survey in June 1991..
 GK0465
 GK0465.The geoid height was determined by GEOID03.
 GK0465
 GK0465.The dynamic height is computed by dividing the NAVD 88
 GK0465.geopotential number by the normal gravity value computed on the
 GK0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0465.degrees latitude (g = 980.6199 gals.).
 GK0465
 GK0465.The modeled gravity was interpolated from observed gravity values.
 GK0465
 GK0465;                    North         East    Units  Estimated Accuracy
 GK0465;SPC TX N     - 1,258,200.      184,010.      MT  (+/- 180 meters Scaled)
 GK0465
 GK0465                          SUPERSEDED SURVEY CONTROL
 GK0465
 GK0465  NGVD 29 (??/??/92) 1033.410  (m)         3390.45   (f) ADJ UNCH    2 0
 GK0465
 GK0465.Superseded values are not recommended for survey control.
 GK0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0465.See file dsdata.txt to determine how the superseded data were derived.
 GK0465
 GK0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF596235(NAD 83)
 GK0465_MARKER: DB = BENCH MARK DISK
 GK0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0465_STAMPING: M-254 1934
 GK0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0465+STABILITY: SURFACE MOTION
 GK0465
 GK0465  HISTORY     - Date     Condition        Report By
 GK0465  HISTORY     - 1934     MONUMENTED       CGS
 GK0465  HISTORY     - 1952     MARK NOT FOUND   NGS
 GK0465
 GK0465                          STATION DESCRIPTION
 GK0465
 GK0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0465'19.3 MI NW FROM GRUVER.
 GK0465'19.3 MILES NORTHWEST OF GRUVER CITY WATER TANK 60 FEET EAST OF CENTER
 GK0465'LINE OF SECTION LINE ROAD.  30 FEET NORTH OF CENTER LINE OF ROAD FROM
 GK0465'STRATFORD TO GRUVER.  1 FEET WEST OF SECTION LINE FENCE CORNER.
 GK0465
 GK0465                          STATION RECOVERY (1952)
 GK0465
 GK0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GK0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0108 ***********************************************************************
 GK0108  DESIGNATION -  M 255
 GK0108  PID         -  GK0108
 GK0108  STATE/COUNTY-  TX/OCHILTREE
 GK0108  USGS QUAD   -  FARNSWORTH (1973)
 GK0108
 GK0108                         *CURRENT SURVEY CONTROL
 GK0108  ___________________________________________________________________
 GK0108* NAD 83(1986)-  36 20 53.     (N)    100 54 42.     (W)     SCALED    
 GK0108* NAVD 88     -       908.418  (meters)    2980.37   (feet)  ADJUSTED  
 GK0108  ___________________________________________________________________
 GK0108  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GK0108  DYNAMIC HT  -         907.462 (meters)    2977.23  (feet)  COMP
 GK0108  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 GK0108
 GK0108  VERT ORDER  -  SECOND    CLASS 0
 GK0108
 GK0108.The horizontal coordinates were scaled from a topographic map and have
 GK0108.an estimated accuracy of +/- 6 seconds.
 GK0108
 GK0108.The orthometric height was determined by differential leveling
 GK0108.and adjusted by the National Geodetic Survey in June 1991..
 GK0108
 GK0108.The geoid height was determined by GEOID03.
 GK0108
 GK0108.The dynamic height is computed by dividing the NAVD 88
 GK0108.geopotential number by the normal gravity value computed on the
 GK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0108.degrees latitude (g = 980.6199 gals.).
 GK0108
 GK0108.The modeled gravity was interpolated from observed gravity values.
 GK0108
 GK0108;                    North         East    Units  Estimated Accuracy
 GK0108;SPC TX N     - 1,260,660.      252,810.      MT  (+/- 180 meters Scaled)
 GK0108
 GK0108                          SUPERSEDED SURVEY CONTROL
 GK0108
 GK0108  NGVD 29 (??/??/92)  908.021  (m)         2979.07   (f) ADJ UNCH    2 0
 GK0108
 GK0108.Superseded values are not recommended for survey control.
 GK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0108.See file dsdata.txt to determine how the superseded data were derived.
 GK0108
 GK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF284242(NAD 83)
 GK0108_MARKER: DB = BENCH MARK DISK
 GK0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0108_STAMPING: M-255 1934
 GK0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0108+STABILITY: SURFACE MOTION
 GK0108
 GK0108  HISTORY     - Date     Condition        Report By
 GK0108  HISTORY     - 1934     MONUMENTED       CGS
 GK0108
 GK0108                          STATION DESCRIPTION
 GK0108
 GK0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0108'3.7 MI NE FROM FARNSWORTH.
 GK0108'3.7 MILES NORTHEAST OF FARNSWORTH P. AND SF. RR. STATION 170 FEET EAST
 GK0108'OF MILEPOST 65, 55 FEET NORTHWEST OF CENTER-LINE OF STATE HWY. 117, 40
 GK0108'FEET SOUTHEAST OF NEAREST RAIL OF SANTA RAILROAD TRACK, 39 FEET
 GK0108'SOUTHWEST OF SECTION LINE ROAD CROSSING TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0070 ***********************************************************************
 FL0070  DESIGNATION -  M 256 RESET 1946
 FL0070  PID         -  FL0070
 FL0070  STATE/COUNTY-  TX/HEMPHILL
 FL0070  USGS QUAD   -  MENDOTA (1967)
 FL0070
 FL0070                         *CURRENT SURVEY CONTROL
 FL0070  ___________________________________________________________________
 FL0070* NAD 83(1986)-  35 49 51.     (N)    100 29 18.     (W)     SCALED    
 FL0070* NAVD 88     -       757.12   (meters)    2484.0    (feet)  RESET     
 FL0070  ___________________________________________________________________
 FL0070  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FL0070
 FL0070  VERT ORDER  -  THIRD
 FL0070
 FL0070.The horizontal coordinates were scaled from a topographic map and have
 FL0070.an estimated accuracy of +/- 6 seconds.
 FL0070
 FL0070.The orthometric height was computed from unverified reset data.
 FL0070
 FL0070.The geoid height was determined by GEOID03.
 FL0070
 FL0070;                    North         East    Units  Estimated Accuracy
 FL0070;SPC TX N     - 1,203,580.      291,400.      MT  (+/- 180 meters Scaled)
 FL0070
 FL0070                          SUPERSEDED SURVEY CONTROL
 FL0070
 FL0070.No superseded survey control is available for this station.
 FL0070
 FL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE655662(NAD 83)
 FL0070_MARKER: DB = BENCH MARK DISK
 FL0070_SETTING: 0 = UNSPECIFIED SETTING
 FL0070_STAMPING: M 256 RESET 1946
 FL0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0070
 FL0070  HISTORY     - Date     Condition        Report By
 FL0070  HISTORY     - 1946     MONUMENTED       ATSFRR
 FL0070
 FL0070                          STATION DESCRIPTION
 FL0070
 FL0070'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1946
 FL0070'8.4 MI S FROM CANADIAN.
 FL0070'ABOUT 8.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL0070'FROM THE STATION AT CANADIAN, HEMPHILL COUNTY, ABOUT 22 POLES
 FL0070'NORTHEAST OF MILEPOST 464, ABOUT 0.03 MILE NORTHEAST OF MENDOTA
 FL0070'STATION SIGNBOARD, AT BRIDGE 463 A, AND IN THE TOP OF THE NORTH SIDE
 FL0070'OF THE EAST END.  A STANDARD DISK, STAMPED M 256 RESET 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0046 ***********************************************************************
 FL0046  DESIGNATION -  M 257
 FL0046  PID         -  FL0046
 FL0046  STATE/COUNTY-  TX/HEMPHILL
 FL0046  USGS QUAD   -  HACKBERRY CREEK (1967)
 FL0046
 FL0046                         *CURRENT SURVEY CONTROL
 FL0046  ___________________________________________________________________
 FL0046* NAD 83(1986)-  35 38 25.     (N)    100 00 01.     (W)     SCALED    
 FL0046* NAVD 88     -       744.934  (meters)    2444.00   (feet)  ADJUSTED  
 FL0046  ___________________________________________________________________
 FL0046  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FL0046  DYNAMIC HT  -         744.130 (meters)    2441.37  (feet)  COMP
 FL0046  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 FL0046
 FL0046  VERT ORDER  -  SECOND    CLASS 0
 FL0046
 FL0046.The horizontal coordinates were scaled from a topographic map and have
 FL0046.an estimated accuracy of +/- 6 seconds.
 FL0046
 FL0046.The orthometric height was determined by differential leveling
 FL0046.and adjusted by the National Geodetic Survey in June 1991..
 FL0046
 FL0046.The geoid height was determined by GEOID03.
 FL0046
 FL0046.The dynamic height is computed by dividing the NAVD 88
 FL0046.geopotential number by the normal gravity value computed on the
 FL0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0046.degrees latitude (g = 980.6199 gals.).
 FL0046
 FL0046.The modeled gravity was interpolated from observed gravity values.
 FL0046
 FL0046;                    North         East    Units  Estimated Accuracy
 FL0046;SPC TX N     - 1,183,000.      335,820.      MT  (+/- 180 meters Scaled)
 FL0046
 FL0046                          SUPERSEDED SURVEY CONTROL
 FL0046
 FL0046  NGVD 29 (??/??/92)  744.608  (m)         2442.93   (f) ADJ UNCH    2 0
 FL0046
 FL0046.Superseded values are not recommended for survey control.
 FL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0046.See file dsdata.txt to determine how the superseded data were derived.
 FL0046
 FL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME094445(NAD 83)
 FL0046_MARKER: DB = BENCH MARK DISK
 FL0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0046_SP_SET: MONUMENT
 FL0046_STAMPING: M-257 1934
 FL0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0046
 FL0046  HISTORY     - Date     Condition        Report By
 FL0046  HISTORY     - 1934     MONUMENTED       CGS
 FL0046
 FL0046                          STATION DESCRIPTION
 FL0046
 FL0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0046'5.4 MI W FROM REVDON, OKLAHOMA.
 FL0046'5.4 MILES WEST OF P. AND SF. RR. STATION AT REVDON 0.5 MILE EAST OF
 FL0046'MILEPOST 56, 65 FEET NORTH OF NEAREST RAIL OF PANHANDLE AND SANTA FE
 FL0046'TRACK, SET ON SOUTH WEST CORNER OF CONCRETE MONUMENT OF COUNTY AND
 FL0046'STATE LINES OF HEMPHILL, TEXAS AND ROGER MILLS, OKLAHOMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0693 ***********************************************************************
 BZ0693  DESIGNATION -  M 258
 BZ0693  PID         -  BZ0693
 BZ0693  STATE/COUNTY-  TX/HILL
 BZ0693  USGS QUAD   -  ABBOTT (1979)
 BZ0693
 BZ0693                         *CURRENT SURVEY CONTROL
 BZ0693  ___________________________________________________________________
 BZ0693* NAD 83(1986)-  31 59 47.     (N)    097 07 30.     (W)     SCALED    
 BZ0693* NAVD 88     -       183.404  (meters)     601.72   (feet)  ADJUSTED  
 BZ0693  ___________________________________________________________________
 BZ0693  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BZ0693  DYNAMIC HT  -         183.178 (meters)     600.98  (feet)  COMP
 BZ0693  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 BZ0693
 BZ0693  VERT ORDER  -  FIRST     CLASS II
 BZ0693
 BZ0693.The horizontal coordinates were scaled from a topographic map and have
 BZ0693.an estimated accuracy of +/- 6 seconds.
 BZ0693
 BZ0693.The orthometric height was determined by differential leveling
 BZ0693.and adjusted by the National Geodetic Survey in June 1991..
 BZ0693
 BZ0693.The geoid height was determined by GEOID03.
 BZ0693
 BZ0693.The dynamic height is computed by dividing the NAVD 88
 BZ0693.geopotential number by the normal gravity value computed on the
 BZ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0693.degrees latitude (g = 980.6199 gals.).
 BZ0693
 BZ0693.The modeled gravity was interpolated from observed gravity values.
 BZ0693
 BZ0693;                    North         East    Units  Estimated Accuracy
 BZ0693;SPC TXNC     - 2,037,420.      729,940.      MT  (+/- 180 meters Scaled)
 BZ0693
 BZ0693                          SUPERSEDED SURVEY CONTROL
 BZ0693
 BZ0693  NGVD 29 (??/??/92)  183.368  (m)          601.60   (f) ADJ UNCH    1 2
 BZ0693
 BZ0693.Superseded values are not recommended for survey control.
 BZ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0693.See file dsdata.txt to determine how the superseded data were derived.
 BZ0693
 BZ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA771415(NAD 83)
 BZ0693_MARKER: DB = BENCH MARK DISK
 BZ0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0693_SP_SET: BASE
 BZ0693_STAMPING: M 258 1952
 BZ0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0693
 BZ0693  HISTORY     - Date     Condition        Report By
 BZ0693  HISTORY     - 1952     MONUMENTED       CGS
 BZ0693  HISTORY     - 1980     GOOD             NGS
 BZ0693  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0693  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0693
 BZ0693                          STATION DESCRIPTION
 BZ0693
 BZ0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0693'1.2 MI S FROM HILLSBORO.
 BZ0693'1.2 MILES SOUTH ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 BZ0693'FROM THE STATION AT HILLSBORO, 2 1/2 POLES SOUTHEAST OF MILEPOST 813,
 BZ0693'8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AT WINSLOW SIDING, SET IN THE
 BZ0693'TOP OF THE NORTHEAST SIDE OF THE CONCRETE BASE OF THE WATER TANK, 1.4
 BZ0693'FEET NORTHEAST OF THE EDGE OF THE WATER TANK, FLUSH WITH THE GROUND.
 BZ0693
 BZ0693                          STATION RECOVERY (1980)
 BZ0693
 BZ0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0693'AFTER AN EXCESSIVE SEARCH, THE MARK WAS RECOVERED IN GOOD CONDITION.
 BZ0693'THE WATER TANK MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED.
 BZ0693
 BZ0693                          STATION RECOVERY (1995)
 BZ0693
 BZ0693'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0693'MARK NOT FOUND.
 BZ0693
 BZ0693                          STATION RECOVERY (2003)
 BZ0693
 BZ0693'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0569 ***********************************************************************
 BZ0569  DESIGNATION -  M 259
 BZ0569  PID         -  BZ0569
 BZ0569  STATE/COUNTY-  TX/HILL
 BZ0569  USGS QUAD   -  IRENE (1978)
 BZ0569
 BZ0569                         *CURRENT SURVEY CONTROL
 BZ0569  ___________________________________________________________________
 BZ0569* NAD 83(1986)-  31 52 32.     (N)    096 49 17.     (W)     SCALED    
 BZ0569* NAVD 88     -       156.786  (meters)     514.39   (feet)  ADJUSTED  
 BZ0569  ___________________________________________________________________
 BZ0569  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BZ0569  DYNAMIC HT  -         156.598 (meters)     513.77  (feet)  COMP
 BZ0569  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 BZ0569
 BZ0569  VERT ORDER  -  FIRST     CLASS II
 BZ0569
 BZ0569.The horizontal coordinates were scaled from a topographic map and have
 BZ0569.an estimated accuracy of +/- 6 seconds.
 BZ0569
 BZ0569.The orthometric height was determined by differential leveling
 BZ0569.and adjusted by the National Geodetic Survey in June 1991..
 BZ0569
 BZ0569.The geoid height was determined by GEOID03.
 BZ0569
 BZ0569.The dynamic height is computed by dividing the NAVD 88
 BZ0569.geopotential number by the normal gravity value computed on the
 BZ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0569.degrees latitude (g = 980.6199 gals.).
 BZ0569
 BZ0569.The modeled gravity was interpolated from observed gravity values.
 BZ0569
 BZ0569;                    North         East    Units  Estimated Accuracy
 BZ0569;SPC TXNC     - 2,024,430.      758,840.      MT  (+/- 180 meters Scaled)
 BZ0569
 BZ0569                          SUPERSEDED SURVEY CONTROL
 BZ0569
 BZ0569  NGVD 29 (??/??/92)  156.770  (m)          514.34   (f) ADJ UNCH    1 2
 BZ0569
 BZ0569.Superseded values are not recommended for survey control.
 BZ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0569.See file dsdata.txt to determine how the superseded data were derived.
 BZ0569
 BZ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA060287(NAD 83)
 BZ0569_MARKER: DB = BENCH MARK DISK
 BZ0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0569_SP_SET: CULVERT
 BZ0569_STAMPING: M 259 1952
 BZ0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0569
 BZ0569  HISTORY     - Date     Condition        Report By
 BZ0569  HISTORY     - 1952     MONUMENTED       CGS
 BZ0569  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0569  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0569  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0569  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0569
 BZ0569                          STATION DESCRIPTION
 BZ0569
 BZ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0569'2.45 MI NW FROM HUBBARD.
 BZ0569'2.45 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE FIRST STATE BANK
 BZ0569'AT HUBBARD, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY. 3
 BZ0569'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER LINE
 BZ0569'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
 BZ0569
 BZ0569                          STATION RECOVERY (1980)
 BZ0569
 BZ0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0569'MARK NOT FOUND.
 BZ0569
 BZ0569                          STATION RECOVERY (1999)
 BZ0569
 BZ0569'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0569'MARK NOT FOUND.
 BZ0569
 BZ0569                          STATION RECOVERY (2002)
 BZ0569
 BZ0569'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BZ0569'MARK NOT FOUND.
 BZ0569
 BZ0569                          STATION RECOVERY (2003)
 BZ0569
 BZ0569'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0118 ***********************************************************************
 BP0118  DESIGNATION -  M 26
 BP0118  PID         -  BP0118
 BP0118  STATE/COUNTY-  TX/BREWSTER
 BP0118  USGS QUAD   -  TESNUS (1968)
 BP0118
 BP0118                         *CURRENT SURVEY CONTROL
 BP0118  ___________________________________________________________________
 BP0118* NAD 83(1986)-  30 06 03.     (N)    102 52 43.     (W)     SCALED    
 BP0118* NAVD 88     -      1106.466  (meters)    3630.13   (feet)  ADJUSTED  
 BP0118  ___________________________________________________________________
 BP0118  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BP0118  DYNAMIC HT  -        1104.700 (meters)    3624.34  (feet)  COMP
 BP0118  MODELED GRAV-     979,007.6   (mgal)                       NAVD 88
 BP0118
 BP0118  VERT ORDER  -  FIRST     CLASS II
 BP0118
 BP0118.The horizontal coordinates were scaled from a topographic map and have
 BP0118.an estimated accuracy of +/- 6 seconds.
 BP0118
 BP0118.The orthometric height was determined by differential leveling
 BP0118.and adjusted by the National Geodetic Survey in June 1991..
 BP0118
 BP0118.The geoid height was determined by GEOID03.
 BP0118
 BP0118.The dynamic height is computed by dividing the NAVD 88
 BP0118.geopotential number by the normal gravity value computed on the
 BP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0118.degrees latitude (g = 980.6199 gals.).
 BP0118
 BP0118.The modeled gravity was interpolated from observed gravity values.
 BP0118
 BP0118;                    North         East    Units  Estimated Accuracy
 BP0118;SPC TXSC     - 4,257,510.      226,230.      MT  (+/- 180 meters Scaled)
 BP0118
 BP0118                          SUPERSEDED SURVEY CONTROL
 BP0118
 BP0118  NGVD 29 (??/??/92) 1106.148  (m)         3629.09   (f) ADJ UNCH    1 2
 BP0118
 BP0118.Superseded values are not recommended for survey control.
 BP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0118.See file dsdata.txt to determine how the superseded data were derived.
 BP0118
 BP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP044318(NAD 83)
 BP0118_MARKER: DB = BENCH MARK DISK
 BP0118_SETTING: 66 = SET IN ROCK OUTCROP
 BP0118_SP_SET: ROCK OUTCROP
 BP0118_STAMPING: M 26 1917 ELEV. 3625.823 FT.
 BP0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0118+STABILITY: POSITION/ELEVATION WELL
 BP0118
 BP0118  HISTORY     - Date     Condition        Report By
 BP0118  HISTORY     - 1917     MONUMENTED       CGS
 BP0118  HISTORY     - 1957     GOOD             NGS
 BP0118
 BP0118                          STATION DESCRIPTION
 BP0118
 BP0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0118'17.75 MI SW FROM LONGFELLOW.
 BP0118'ABOUT 17.75 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0118'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 44 FEET NORTH-NORTHEAST
 BP0118'OF THE 3RD POLE SOUTH-SOUTHEAST OF MILEPOST 550, IN THE TOP OF THE
 BP0118'FLAT LEDGE OF A ROCK OUTCROP, 10 FEET WEST-SOUTHWEST OF THE NEAR RAIL,
 BP0118'58 FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST END OF A LONG TRESTLE
 BP0118'NUMBER 549.94, 36 FEET EAST-NORTHEAST OF A FENCE, ABOUT 2 FEET ABOVE
 BP0118'THE LEVEL OF THE TRACK, AND PROJECTING 2 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0442 ***********************************************************************
 GK0442  DESIGNATION -  M 260
 GK0442  PID         -  GK0442
 GK0442  STATE/COUNTY-  TX/SHERMAN
 GK0442  USGS QUAD   -  STEVENS SW (1964)
 GK0442
 GK0442                         *CURRENT SURVEY CONTROL
 GK0442  ___________________________________________________________________
 GK0442* NAD 83(1986)-  36 19 40.     (N)    101 53 52.     (W)     SCALED    
 GK0442* NAVD 88     -      1081.145  (meters)    3547.06   (feet)  ADJUSTED  
 GK0442  ___________________________________________________________________
 GK0442  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 GK0442  DYNAMIC HT  -        1079.958 (meters)    3543.16  (feet)  COMP
 GK0442  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 GK0442
 GK0442  VERT ORDER  -  SECOND    CLASS 0
 GK0442
 GK0442.The horizontal coordinates were scaled from a topographic map and have
 GK0442.an estimated accuracy of +/- 6 seconds.
 GK0442
 GK0442.The orthometric height was determined by differential leveling
 GK0442.and adjusted by the National Geodetic Survey in June 1991..
 GK0442
 GK0442.The geoid height was determined by GEOID03.
 GK0442
 GK0442.The dynamic height is computed by dividing the NAVD 88
 GK0442.geopotential number by the normal gravity value computed on the
 GK0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0442.degrees latitude (g = 980.6199 gals.).
 GK0442
 GK0442.The modeled gravity was interpolated from observed gravity values.
 GK0442
 GK0442;                    North         East    Units  Estimated Accuracy
 GK0442;SPC TX N     - 1,258,320.      164,280.      MT  (+/- 180 meters Scaled)
 GK0442
 GK0442                          SUPERSEDED SURVEY CONTROL
 GK0442
 GK0442  NGVD 29 (??/??/92) 1080.668  (m)         3545.49   (f) ADJ UNCH    2 0
 GK0442
 GK0442.Superseded values are not recommended for survey control.
 GK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0442.See file dsdata.txt to determine how the superseded data were derived.
 GK0442
 GK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF398242(NAD 83)
 GK0442_MARKER: DB = BENCH MARK DISK
 GK0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0442_STAMPING: M 260 1952
 GK0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0442+STABILITY: SURFACE MOTION
 GK0442
 GK0442  HISTORY     - Date     Condition        Report By
 GK0442  HISTORY     - 1952     MONUMENTED       CGS
 GK0442
 GK0442                          STATION DESCRIPTION
 GK0442
 GK0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0442'9.8 MI E FROM STRATFORD.
 GK0442'9.8 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0442'PACIFIC RAILROAD STATION AT STRATFORD, 0.1 MILE EAST OF AN
 GK0442'INTERSECTION WITH A NORTH AND SOUTH ROAD, 51 FEET SOUTH OF THE CENTER
 GK0442'LINE OF THE FARM ROAD, 11 FEET WEST OF A POWER POLE, 1.3 FEET SOUTH OF
 GK0442'A FENCE, 2.4 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 GK0442'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0387 ***********************************************************************
 DO0387  DESIGNATION -  M 261
 DO0387  PID         -  DO0387
 DO0387  STATE/COUNTY-  TX/BAYLOR
 DO0387  USGS QUAD   -  NORTHEAST LAKE KEMP (1966)
 DO0387
 DO0387                         *CURRENT SURVEY CONTROL
 DO0387  ___________________________________________________________________
 DO0387* NAD 83(1986)-  33 46 46.     (N)    099 08 58.     (W)     SCALED    
 DO0387* NAVD 88     -       371.644  (meters)    1219.30   (feet)  ADJUSTED  
 DO0387  ___________________________________________________________________
 DO0387  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0387  DYNAMIC HT  -         371.224 (meters)    1217.92  (feet)  COMP
 DO0387  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 DO0387
 DO0387  VERT ORDER  -  SECOND    CLASS 0
 DO0387
 DO0387.The horizontal coordinates were scaled from a topographic map and have
 DO0387.an estimated accuracy of +/- 6 seconds.
 DO0387
 DO0387.The orthometric height was determined by differential leveling
 DO0387.and adjusted by the National Geodetic Survey in June 1991..
 DO0387
 DO0387.The geoid height was determined by GEOID03.
 DO0387
 DO0387.The dynamic height is computed by dividing the NAVD 88
 DO0387.geopotential number by the normal gravity value computed on the
 DO0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0387.degrees latitude (g = 980.6199 gals.).
 DO0387
 DO0387.The modeled gravity was interpolated from observed gravity values.
 DO0387
 DO0387;                    North         East    Units  Estimated Accuracy
 DO0387;SPC TXNC     - 2,234,480.      539,850.      MT  (+/- 180 meters Scaled)
 DO0387
 DO0387                          SUPERSEDED SURVEY CONTROL
 DO0387
 DO0387  NGVD 29 (??/??/92)  371.525  (m)         1218.91   (f) ADJ UNCH    2 0
 DO0387
 DO0387.Superseded values are not recommended for survey control.
 DO0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0387.See file dsdata.txt to determine how the superseded data were derived.
 DO0387
 DO0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC861377(NAD 83)
 DO0387_MARKER: DB = BENCH MARK DISK
 DO0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0387+STABILITY: SURFACE MOTION
 DO0387
 DO0387  HISTORY     - Date     Condition        Report By
 DO0387  HISTORY     - UNK      MONUMENTED       CGS
 DO0387  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0387
 DO0387                          STATION DESCRIPTION
 DO0387
 DO0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0387'8.3 MI N FROM MABELLE.
 DO0387'8.3 MILES NORTH ALONG U. S. HIGHWAY 283 FROM MABELLE, BAYLOR COUNTY,
 DO0387'0.8 MILE SOUTH OF THE NORTHEAST ENTRANCE TO LAKE KEMP, 0.3 MILE NORTH
 DO0387'OF THE TOP OF A HILL, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DO0387'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0758 ***********************************************************************
 CT0758  DESIGNATION -  M 262
 CT0758  PID         -  CT0758
 CT0758  STATE/COUNTY-  TX/JONES
 CT0758  USGS QUAD   -  STAMFORD (1965)
 CT0758
 CT0758                         *CURRENT SURVEY CONTROL
 CT0758  ___________________________________________________________________
 CT0758* NAD 83(1986)-  32 53 54.     (N)    099 49 27.     (W)     SCALED    
 CT0758* NAVD 88     -       478.437  (meters)    1569.67   (feet)  ADJUSTED  
 CT0758  ___________________________________________________________________
 CT0758  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CT0758  DYNAMIC HT  -         477.827 (meters)    1567.67  (feet)  COMP
 CT0758  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 CT0758
 CT0758  VERT ORDER  -  SECOND    CLASS 0
 CT0758
 CT0758.The horizontal coordinates were scaled from a topographic map and have
 CT0758.an estimated accuracy of +/- 6 seconds.
 CT0758
 CT0758.The orthometric height was determined by differential leveling
 CT0758.and adjusted by the National Geodetic Survey in June 1991..
 CT0758
 CT0758.The geoid height was determined by GEOID03.
 CT0758
 CT0758.The dynamic height is computed by dividing the NAVD 88
 CT0758.geopotential number by the normal gravity value computed on the
 CT0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0758.degrees latitude (g = 980.6199 gals.).
 CT0758
 CT0758.The modeled gravity was interpolated from observed gravity values.
 CT0758
 CT0758;                    North         East    Units  Estimated Accuracy
 CT0758;SPC TXNC     - 2,137,360.      476,130.      MT  (+/- 180 meters Scaled)
 CT0758
 CT0758                          SUPERSEDED SURVEY CONTROL
 CT0758
 CT0758  NGVD 29 (??/??/92)  478.252  (m)         1569.07   (f) ADJ UNCH    2 0
 CT0758
 CT0758.Superseded values are not recommended for survey control.
 CT0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0758.See file dsdata.txt to determine how the superseded data were derived.
 CT0758
 CT0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB229403(NAD 83)
 CT0758_MARKER: DB = BENCH MARK DISK
 CT0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0758_STAMPING: M 262 1934
 CT0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0758+STABILITY: SURFACE MOTION
 CT0758
 CT0758  HISTORY     - Date     Condition        Report By
 CT0758  HISTORY     - 1934     MONUMENTED       CGS
 CT0758  HISTORY     - 1958     GOOD             NGS
 CT0758
 CT0758                          STATION DESCRIPTION
 CT0758
 CT0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0758'2.8 MI SW FROM STAMFORD.
 CT0758'2.8 MILES SOUTHWEST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION
 CT0758'AT STAMFORD, JONES COUNTY, 50 YARDS WEST OF MILEPOST 116, 100 FEET
 CT0758'WEST OF THE CENTERLINE OF THE TRACK, AND 34 FEET WEST OF THE
 CT0758'CENTERLINE OF A COUNTY ROAD AT THE BEGINNING OF A CURVE LEADING WEST.
 CT0758'A STANDARD DISK, STAMPED M 262 1934 AND SET IN THE TOP OF A CONCRETE
 CT0758'POST.  NOTE-- MARK IS ALSO 6 FEET WEST OF THE 4TH FENCE POST NORTH OF
 CT0758'A CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0295 ***********************************************************************
 DN0295  DESIGNATION -  M 263
 DN0295  PID         -  DN0295
 DN0295  STATE/COUNTY-  TX/COLLIN
 DN0295  USGS QUAD   -  MARILEE (1961)
 DN0295
 DN0295                         *CURRENT SURVEY CONTROL
 DN0295  ___________________________________________________________________
 DN0295* NAD 83(1986)-  33 22 57.     (N)    096 46 05.     (W)     SCALED    
 DN0295* NAVD 88     -       212.720  (meters)     697.90   (feet)  ADJUSTED  
 DN0295  ___________________________________________________________________
 DN0295  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 DN0295  DYNAMIC HT  -         212.496 (meters)     697.16  (feet)  COMP
 DN0295  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 DN0295
 DN0295  VERT ORDER  -  SECOND    CLASS 0
 DN0295
 DN0295.The horizontal coordinates were scaled from a topographic map and have
 DN0295.an estimated accuracy of +/- 6 seconds.
 DN0295
 DN0295.The orthometric height was determined by differential leveling
 DN0295.and adjusted by the National Geodetic Survey in June 1991..
 DN0295
 DN0295.The geoid height was determined by GEOID03.
 DN0295
 DN0295.The dynamic height is computed by dividing the NAVD 88
 DN0295.geopotential number by the normal gravity value computed on the
 DN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0295.degrees latitude (g = 980.6199 gals.).
 DN0295
 DN0295.The modeled gravity was interpolated from observed gravity values.
 DN0295
 DN0295;                    North         East    Units  Estimated Accuracy
 DN0295;SPC TXNC     - 2,191,600.      761,130.      MT  (+/- 180 meters Scaled)
 DN0295
 DN0295                          SUPERSEDED SURVEY CONTROL
 DN0295
 DN0295  NGVD 29 (??/??/92)  212.71   (m)          697.9    (f) COMPUTED    2 0
 DN0295
 DN0295.Superseded values are not recommended for survey control.
 DN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0295.See file dsdata.txt to determine how the superseded data were derived.
 DN0295
 DN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB076959(NAD 83)
 DN0295_MARKER: DB = BENCH MARK DISK
 DN0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0295_STAMPING: M 263 1934
 DN0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0295+STABILITY: SURFACE MOTION
 DN0295
 DN0295  HISTORY     - Date     Condition        Report By
 DN0295  HISTORY     - 1934     MONUMENTED       CGS
 DN0295  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0295  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0295
 DN0295                          STATION DESCRIPTION
 DN0295
 DN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0295'4.0 MI N FROM CELINA.
 DN0295'4.0 MILES N OF AND ALONG THE ST. L. AND S. F. R. R. 17 YARDS W OF
 DN0295'CENTER OF THE TRACK.  5 YARDS S OF ROAD CROSSING.  85 YARDS S OF MILE
 DN0295'POST 668.
 DN0295
 DN0295                          STATION RECOVERY (1994)
 DN0295
 DN0295'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0295'MARK NOT FOUND.
 DN0295
 DN0295                          STATION RECOVERY (2005)
 DN0295
 DN0295'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0375 ***********************************************************************
 DN0375  DESIGNATION -  M 264
 DN0375  PID         -  DN0375
 DN0375  STATE/COUNTY-  TX/COLLIN
 DN0375  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0375
 DN0375                         *CURRENT SURVEY CONTROL
 DN0375  ___________________________________________________________________
 DN0375* NAD 83(1986)-  33 09 32.     (N)    096 39 24.     (W)     SCALED    
 DN0375* NAVD 88     -       210.330  (meters)     690.06   (feet)  ADJUSTED  
 DN0375  ___________________________________________________________________
 DN0375  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DN0375  DYNAMIC HT  -         210.101 (meters)     689.31  (feet)  COMP
 DN0375  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 DN0375
 DN0375  VERT ORDER  -  SECOND    CLASS 0
 DN0375
 DN0375.The horizontal coordinates were scaled from a topographic map and have
 DN0375.an estimated accuracy of +/- 6 seconds.
 DN0375
 DN0375.The orthometric height was determined by differential leveling
 DN0375.and adjusted by the National Geodetic Survey in June 1991..
 DN0375
 DN0375.The geoid height was determined by GEOID03.
 DN0375
 DN0375.The dynamic height is computed by dividing the NAVD 88
 DN0375.geopotential number by the normal gravity value computed on the
 DN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0375.degrees latitude (g = 980.6199 gals.).
 DN0375
 DN0375.The modeled gravity was interpolated from observed gravity values.
 DN0375
 DN0375;                    North         East    Units  Estimated Accuracy
 DN0375;SPC TXNC     - 2,166,980.      771,930.      MT  (+/- 180 meters Scaled)
 DN0375
 DN0375                          SUPERSEDED SURVEY CONTROL
 DN0375
 DN0375  NGVD 29 (??/??/92)  210.356  (m)          690.14   (f) ADJ UNCH    2 0
 DN0375
 DN0375.Superseded values are not recommended for survey control.
 DN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0375.See file dsdata.txt to determine how the superseded data were derived.
 DN0375
 DN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB185713(NAD 83)
 DN0375_MARKER: DB = BENCH MARK DISK
 DN0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0375_STAMPING: M 264 1934
 DN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0375+STABILITY: SURFACE MOTION
 DN0375
 DN0375  HISTORY     - Date     Condition        Report By
 DN0375  HISTORY     - 1934     MONUMENTED       CGS
 DN0375  HISTORY     - 1954     GOOD             NGS
 DN0375  HISTORY     - 19940709 GOOD             USPSQD
 DN0375  HISTORY     - 20051031 POOR             BOHAN
 DN0375
 DN0375                          STATION DESCRIPTION
 DN0375
 DN0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0375'4.6 MI SW FROM MCKINNEY.
 DN0375'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0375'MCKINNEY, THENCE 1.85 MILES SOUTH ALONG U.S. HIGHWAY 75, THENCE 0.8
 DN0375'MILE WEST ALONG STATE HIGHWAY 121, THENCE 0.7 MILE WEST ALONG FARM
 DN0375'ROAD 720, 43 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 12 FEET
 DN0375'WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 102 FEET NORTHWEST OF
 DN0375'THE NORTHWEST CORNER OF A HOUSE, 2 FEET EAST OF A WITNESS POST, SET IN
 DN0375'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DN0375
 DN0375                          STATION RECOVERY (1994)
 DN0375
 DN0375'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0375'RECOVERED IN GOOD CONDITION.
 DN0375
 DN0375                          STATION RECOVERY (2005)
 DN0375
 DN0375'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0375'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1162 ***********************************************************************
 CS1162  DESIGNATION -  M 265
 CS1162  PID         -  CS1162
 CS1162  STATE/COUNTY-  TX/DALLAS
 CS1162  USGS QUAD   -  HUTCHINS (1973)
 CS1162
 CS1162                         *CURRENT SURVEY CONTROL
 CS1162  ___________________________________________________________________
 CS1162* NAD 83(1986)-  32 39 09.     (N)    096 44 23.     (W)     SCALED    
 CS1162* NAVD 88     -       140.371  (meters)     460.53   (feet)  ADJUSTED  
 CS1162  ___________________________________________________________________
 CS1162  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CS1162  DYNAMIC HT  -         140.210 (meters)     460.01  (feet)  COMP
 CS1162  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CS1162
 CS1162  VERT ORDER  -  FIRST     CLASS II
 CS1162
 CS1162.The horizontal coordinates were scaled from a topographic map and have
 CS1162.an estimated accuracy of +/- 6 seconds.
 CS1162
 CS1162.The orthometric height was determined by differential leveling
 CS1162.and adjusted by the National Geodetic Survey in June 1991..
 CS1162
 CS1162.The geoid height was determined by GEOID03.
 CS1162
 CS1162.The dynamic height is computed by dividing the NAVD 88
 CS1162.geopotential number by the normal gravity value computed on the
 CS1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1162.degrees latitude (g = 980.6199 gals.).
 CS1162
 CS1162.The modeled gravity was interpolated from observed gravity values.
 CS1162
 CS1162;                    North         East    Units  Estimated Accuracy
 CS1162;SPC TXNC     - 2,110,700.      765,120.      MT  (+/- 180 meters Scaled)
 CS1162
 CS1162                          SUPERSEDED SURVEY CONTROL
 CS1162
 CS1162  NGVD 29 (??/??/92)  140.384  (m)          460.58   (f) ADJ UNCH    1 2
 CS1162
 CS1162.Superseded values are not recommended for survey control.
 CS1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1162.See file dsdata.txt to determine how the superseded data were derived.
 CS1162
 CS1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB119150(NAD 83)
 CS1162_MARKER: DB = BENCH MARK DISK
 CS1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1162_STAMPING: M 265 1934
 CS1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1162+STABILITY: SURFACE MOTION
 CS1162
 CS1162  HISTORY     - Date     Condition        Report By
 CS1162  HISTORY     - 1934     MONUMENTED       CGS
 CS1162  HISTORY     - 1958     GOOD             NGS
 CS1162
 CS1162                          STATION DESCRIPTION
 CS1162
 CS1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1162'4.1 MI N FROM LANCASTER.
 CS1162'IT IS 4.1 MILES NORTH ALONG THE M.K.T.R.R. FROM THE DEPOT AT LANCASTER
 CS1162'IN THE SOUTHWEST POINT OF THE INTERSECTION OF THE TRACKS AND LANGDON
 CS1162'ROAD, 1 MILE SOUTHWEST ALONG LANGDON FROM THE INTERSECTION WITH
 CS1162'HIGHWAY NO. 75 AT THE NORTH SIDE OF HUTCHINS.  IT IS 32 FEET WEST OF
 CS1162'THE CENTERLINE OF THE TRACKS, 30 FEET SOUTH OF THE CENTERLINE OF
 CS1162'LANGDON AND 3 FEET WEST OF THE WEST EDGE OF THE WEST GUTTER ALONG THE
 CS1162'TRACKS.  A STANDARD DISK IN A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0618 ***********************************************************************
 BZ0618  DESIGNATION -  M 266
 BZ0618  PID         -  BZ0618
 BZ0618  STATE/COUNTY-  TX/HILL
 BZ0618  USGS QUAD   -  IRENE (1978)
 BZ0618
 BZ0618                         *CURRENT SURVEY CONTROL
 BZ0618  ___________________________________________________________________
 BZ0618* NAD 83(1986)-  31 59 26.     (N)    096 52 21.     (W)     SCALED    
 BZ0618* NAVD 88     -       157.556  (meters)     516.91   (feet)  ADJUSTED  
 BZ0618  ___________________________________________________________________
 BZ0618  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BZ0618  DYNAMIC HT  -         157.367 (meters)     516.29  (feet)  COMP
 BZ0618  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 BZ0618
 BZ0618  VERT ORDER  -  SECOND    CLASS 0
 BZ0618
 BZ0618.The horizontal coordinates were scaled from a topographic map and have
 BZ0618.an estimated accuracy of +/- 6 seconds.
 BZ0618
 BZ0618.The orthometric height was determined by differential leveling
 BZ0618.and adjusted by the National Geodetic Survey in June 1991..
 BZ0618.WARNING-Repeat measurements at this control monument indicate possible
 BZ0618.vertical movement.
 BZ0618
 BZ0618.The geoid height was determined by GEOID03.
 BZ0618
 BZ0618.The dynamic height is computed by dividing the NAVD 88
 BZ0618.geopotential number by the normal gravity value computed on the
 BZ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0618.degrees latitude (g = 980.6199 gals.).
 BZ0618
 BZ0618.The modeled gravity was interpolated from observed gravity values.
 BZ0618
 BZ0618;                    North         East    Units  Estimated Accuracy
 BZ0618;SPC TXNC     - 2,037,110.      753,800.      MT  (+/- 180 meters Scaled)
 BZ0618
 BZ0618                          SUPERSEDED SURVEY CONTROL
 BZ0618
 BZ0618  NGVD 29 (??/??/92)  157.521  (m)          516.80   (f) ADJ UNCH    2 0
 BZ0618
 BZ0618.Superseded values are not recommended for survey control.
 BZ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0618.See file dsdata.txt to determine how the superseded data were derived.
 BZ0618
 BZ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA009413(NAD 83)
 BZ0618_MARKER: DB = BENCH MARK DISK
 BZ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0618_STAMPING: M 266 1934
 BZ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0618+STABILITY: SURFACE MOTION
 BZ0618
 BZ0618  HISTORY     - Date     Condition        Report By
 BZ0618  HISTORY     - 1934     MONUMENTED       CGS
 BZ0618  HISTORY     - 1947     GOOD             NGS
 BZ0618  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 BZ0618  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0618
 BZ0618                          STATION DESCRIPTION
 BZ0618
 BZ0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0618'IN IRENE.
 BZ0618'AT IRENE, HILL COUNTY, 120 YARDS SOUTH OF THE INTERNATIONAL-GREAT
 BZ0618'NORTHERN RAILROAD STATION, 240 YARDS NORTH OF MILEPOST 208, AT A ROAD
 BZ0618'CROSSING, 18 YARDS EAST OF THE TRACK, 11 YARDS NORTH OF THE CROSSING,
 BZ0618'AND 5 FEET NORTH OF A POWER-LINE POLE.  A STANDARD DISK, STAMPED M 266
 BZ0618'1934 AND SET IN THE TOP OF A CONCRETE POST.
 BZ0618
 BZ0618                          STATION RECOVERY (1999)
 BZ0618
 BZ0618'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0618'MARK NOT FOUND.
 BZ0618
 BZ0618                          STATION RECOVERY (2003)
 BZ0618
 BZ0618'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0325 ***********************************************************************
 CS0325  DESIGNATION -  M 267
 CS0325  PID         -  CS0325
 CS0325  STATE/COUNTY-  TX/HENDERSON
 CS0325  USGS QUAD   -  MABANK (1981)
 CS0325
 CS0325                         *CURRENT SURVEY CONTROL
 CS0325  ___________________________________________________________________
 CS0325* NAD 83(1986)-  32 18 20.     (N)    096 00 21.     (W)     SCALED    
 CS0325* NAVD 88     -       130.489  (meters)     428.11   (feet)  ADJUSTED  
 CS0325  ___________________________________________________________________
 CS0325  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0325  DYNAMIC HT  -         130.339 (meters)     427.62  (feet)  COMP
 CS0325  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CS0325
 CS0325  VERT ORDER  -  SECOND    CLASS 0
 CS0325
 CS0325.The horizontal coordinates were scaled from a topographic map and have
 CS0325.an estimated accuracy of +/- 6 seconds.
 CS0325
 CS0325.The orthometric height was determined by differential leveling
 CS0325.and adjusted by the National Geodetic Survey in June 1991..
 CS0325
 CS0325.The geoid height was determined by GEOID03.
 CS0325
 CS0325.The dynamic height is computed by dividing the NAVD 88
 CS0325.geopotential number by the normal gravity value computed on the
 CS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0325.degrees latitude (g = 980.6199 gals.).
 CS0325
 CS0325.The modeled gravity was interpolated from observed gravity values.
 CS0325
 CS0325;                    North         East    Units  Estimated Accuracy
 CS0325;SPC TXNC     - 2,073,640.      834,860.      MT  (+/- 180 meters Scaled)
 CS0325
 CS0325                          SUPERSEDED SURVEY CONTROL
 CS0325
 CS0325  NGVD 29 (??/??/92)  130.495  (m)          428.13   (f) ADJ UNCH    2 0
 CS0325
 CS0325.Superseded values are not recommended for survey control.
 CS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0325.See file dsdata.txt to determine how the superseded data were derived.
 CS0325
 CS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA819782(NAD 83)
 CS0325_MARKER: DB = BENCH MARK DISK
 CS0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0325_STAMPING: M 267 1934
 CS0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0325+STABILITY: SURFACE MOTION
 CS0325
 CS0325  HISTORY     - Date     Condition        Report By
 CS0325  HISTORY     - 1934     MONUMENTED       CGS
 CS0325  HISTORY     - 1947     GOOD             NGS
 CS0325  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CS0325
 CS0325                          STATION DESCRIPTION
 CS0325
 CS0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0325'IN EUSTACE.
 CS0325'AT EUSTACE, 0.1 MILE EAST OF THE HIGH SCHOOL, 330.0 FEET EAST OF THE
 CS0325'TEXAS AND NEW ORLEANS RAILROAD STATION, IN THE NORTHWEST CORNER OF A
 CS0325'LAWN WHICH IS BETWEEN THE TRACK AND A LARGE BRICK HOUSE, 42.2 FEET
 CS0325'SOUTHWEST OF THE SWITCH STAND WHICH IS AT THE EAST END OF EUSTACE
 CS0325'SIDING, 35.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 29.0 FEET
 CS0325'EAST OF THE CENTER OF A STREET, 9.0 FEET EAST OF A TELEPHONE POLE, SET
 CS0325'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK AND
 CS0325'PROJECTING 0.6 FOOT.
 CS0325
 CS0325                          STATION RECOVERY (2004)
 CS0325
 CS0325'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CS0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0791 ***********************************************************************
 CR0791  DESIGNATION -  M 268
 CR0791  PID         -  CR0791
 CR0791  STATE/COUNTY-  TX/HENDERSON
 CR0791  USGS QUAD   -  BROWNSBORO (1984)
 CR0791
 CR0791                         *CURRENT SURVEY CONTROL
 CR0791  ___________________________________________________________________
 CR0791* NAD 83(1986)-  32 18 37.     (N)    095 33 36.     (W)     SCALED    
 CR0791* NAVD 88     -       113.053  (meters)     370.91   (feet)  ADJUSTED  
 CR0791  ___________________________________________________________________
 CR0791  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CR0791  DYNAMIC HT  -         112.920 (meters)     370.47  (feet)  COMP
 CR0791  MODELED GRAV-     979,468.2   (mgal)                       NAVD 88
 CR0791
 CR0791  VERT ORDER  -  SECOND    CLASS 0
 CR0791
 CR0791.The horizontal coordinates were scaled from a topographic map and have
 CR0791.an estimated accuracy of +/- 6 seconds.
 CR0791
 CR0791.The orthometric height was determined by differential leveling
 CR0791.and adjusted by the National Geodetic Survey in June 1991..
 CR0791
 CR0791.The geoid height was determined by GEOID03.
 CR0791
 CR0791.The dynamic height is computed by dividing the NAVD 88
 CR0791.geopotential number by the normal gravity value computed on the
 CR0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0791.degrees latitude (g = 980.6199 gals.).
 CR0791
 CR0791.The modeled gravity was interpolated from observed gravity values.
 CR0791
 CR0791;                    North         East    Units  Estimated Accuracy
 CR0791;SPC TXNC     - 2,075,250.      876,820.      MT  (+/- 180 meters Scaled)
 CR0791
 CR0791                          SUPERSEDED SURVEY CONTROL
 CR0791
 CR0791  NGVD 29 (??/??/92)  113.079  (m)          370.99   (f) ADJ UNCH    2 0
 CR0791
 CR0791.Superseded values are not recommended for survey control.
 CR0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0791.See file dsdata.txt to determine how the superseded data were derived.
 CR0791
 CR0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR589777(NAD 83)
 CR0791_MARKER: DB = BENCH MARK DISK
 CR0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0791_STAMPING: M 268 1934
 CR0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0791+STABILITY: SURFACE MOTION
 CR0791
 CR0791  HISTORY     - Date     Condition        Report By
 CR0791  HISTORY     - 1934     MONUMENTED       CGS
 CR0791  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0791  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0791
 CR0791                          STATION DESCRIPTION
 CR0791
 CR0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0791'4.8 MI W FROM CHANDLER.
 CR0791'4.8 MILES W OF AND ALONG THE ST. L AND SW R R 17 YARDS NE OF TRACK. 14
 CR0791'YARDS W OF CROSSING.  32 FEET W OF POLE MILEAGE 563.10.  495 YARDS W
 CR0791'OF MILE POST 563.  563 N OF A HOUSE.
 CR0791
 CR0791                          STATION RECOVERY (1977)
 CR0791
 CR0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0791'MARK NOT FOUND.
 CR0791
 CR0791                          STATION RECOVERY (2004)
 CR0791
 CR0791'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0791'MARK NOT FOUND.  RR IS INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1230 ***********************************************************************
 CS1230  DESIGNATION -  M 269
 CS1230  PID         -  CS1230
 CS1230  STATE/COUNTY-  TX/DALLAS
 CS1230  USGS QUAD   -  DALLAS (1981)
 CS1230
 CS1230                         *CURRENT SURVEY CONTROL
 CS1230  ___________________________________________________________________
 CS1230* NAD 83(1986)-  32 46 28.     (N)    096 50 08.     (W)     SCALED    
 CS1230* NAVD 88     -       129.267  (meters)     424.10   (feet)  ADJUSTED  
 CS1230  ___________________________________________________________________
 CS1230  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CS1230  DYNAMIC HT  -         129.118 (meters)     423.61  (feet)  COMP
 CS1230  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CS1230
 CS1230  VERT ORDER  -  FIRST     CLASS II
 CS1230
 CS1230.The horizontal coordinates were scaled from a topographic map and have
 CS1230.an estimated accuracy of +/- 6 seconds.
 CS1230
 CS1230.The orthometric height was determined by differential leveling
 CS1230.and adjusted by the National Geodetic Survey in June 1991..
 CS1230
 CS1230.The geoid height was determined by GEOID03.
 CS1230
 CS1230.The dynamic height is computed by dividing the NAVD 88
 CS1230.geopotential number by the normal gravity value computed on the
 CS1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1230.degrees latitude (g = 980.6199 gals.).
 CS1230
 CS1230.The modeled gravity was interpolated from observed gravity values.
 CS1230
 CS1230;                    North         East    Units  Estimated Accuracy
 CS1230;SPC TXNC     - 2,124,080.      755,920.      MT  (+/- 180 meters Scaled)
 CS1230
 CS1230                          SUPERSEDED SURVEY CONTROL
 CS1230
 CS1230  NGVD 29 (??/??/92)  129.282  (m)          424.15   (f) ADJ UNCH    1 2
 CS1230
 CS1230.Superseded values are not recommended for survey control.
 CS1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1230.See file dsdata.txt to determine how the superseded data were derived.
 CS1230
 CS1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB027283(NAD 83)
 CS1230_MARKER: DB = BENCH MARK DISK
 CS1230_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1230_SP_SET: BRIDGE ABUTMENT
 CS1230_STAMPING: M 269 1934
 CS1230_MARK LOGO: CGS   
 CS1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1230
 CS1230  HISTORY     - Date     Condition        Report By
 CS1230  HISTORY     - 1934     MONUMENTED       CGS
 CS1230  HISTORY     - 1947     GOOD             NGS
 CS1230  HISTORY     - 1958     GOOD             NGS
 CS1230  HISTORY     - 1986     GOOD             NGS
 CS1230
 CS1230                          STATION DESCRIPTION
 CS1230
 CS1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1230'1.8 MI W FROM DALLAS.
 CS1230'ABOUT 1.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CS1230'UNION STATION AT DALLAS, DALLAS COUNTY, AT THE OVERPASS OVER THE
 CS1230'SYLVAN STREET ROAD, IN THE SOUTHWEST CONCRETE FOUNDATION, 4 FEET SOUTH
 CS1230'OF THE SOUTH RAIL, AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.
 CS1230'A STANDARD-DISK, STAMPED M 269 1934.
 CS1230
 CS1230                          STATION RECOVERY (1958)
 CS1230
 CS1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1230'RECOVERED IN GOOD CONDITION.
 CS1230
 CS1230                          STATION RECOVERY (1986)
 CS1230
 CS1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1230'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS,
 CS1230'AT THE INTERSECTION OF SYLVAN AVENUE AND THE MISSOURI PACIFIC
 CS1230'RAILROAD, IN THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE
 CS1230'RAILROAD OVERPASS OF THE AVENUE, 7.0 M (23.0 FT) WEST OF THE
 CS1230'CENTERLINE OF SOUTH BOUND LANES OF THE AVENUE, AND 1.1 M (3.6 FT)
 CS1230'SOUTH OF THE NEAR RAIL.
 CS1230'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0350 ***********************************************************************
 DO0350  DESIGNATION -  M 270
 DO0350  PID         -  DO0350
 DO0350  STATE/COUNTY-  TX/ARCHER
 DO0350  USGS QUAD   -  DUNDEE (1963)
 DO0350
 DO0350                         *CURRENT SURVEY CONTROL
 DO0350  ___________________________________________________________________
 DO0350* NAD 83(1993)-  33 42 52.88597(N)    098 56 42.59792(W)     ADJUSTED  
 DO0350* NAVD 88     -       366.026  (meters)    1200.87   (feet)  ADJUSTED  
 DO0350  ___________________________________________________________________
 DO0350  X           -    -825,829.355 (meters)                     COMP
 DO0350  Y           -  -5,246,573.934 (meters)                     COMP
 DO0350  Z           -   3,520,354.063 (meters)                     COMP
 DO0350  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 DO0350  ELLIP HEIGHT-         337.92  (meters)          (02/16/96) GPS OBS
 DO0350  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DO0350  DYNAMIC HT  -         365.614 (meters)    1199.52  (feet)  COMP
 DO0350  MODELED GRAV-     979,500.3   (mgal)                       NAVD 88
 DO0350
 DO0350  HORZ ORDER  -  THIRD
 DO0350  VERT ORDER  -  SECOND    CLASS 0
 DO0350  ELLP ORDER  -  FIFTH     CLASS I
 DO0350
 DO0350.The horizontal coordinates were established by GPS observations
 DO0350.and adjusted by the National Geodetic Survey in February 1996..
 DO0350
 DO0350.The orthometric height was determined by differential leveling
 DO0350.and adjusted by the National Geodetic Survey in June 1991..
 DO0350
 DO0350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0350
 DO0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0350
 DO0350.The ellipsoidal height was determined by GPS observations
 DO0350.and is referenced to NAD 83.
 DO0350
 DO0350.The geoid height was determined by GEOID03.
 DO0350
 DO0350.The dynamic height is computed by dividing the NAVD 88
 DO0350.geopotential number by the normal gravity value computed on the
 DO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0350.degrees latitude (g = 980.6199 gals.).
 DO0350
 DO0350.The modeled gravity was interpolated from observed gravity values.
 DO0350
 DO0350;                    North         East     Units Scale Factor Converg.
 DO0350;SPC TXNC     - 2,227,198.790   558,739.062   MT  0.99993944   -0 14 34.0
 DO0350;SPC TXNC     - 7,307,068.03  1,833,129.74   sFT  0.99993944   -0 14 34.0
 DO0350;UTM  14      - 3,730,523.514   505,080.660   MT  0.99960032   +0 01 49.6
 DO0350
 DO0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0350!SPC TXNC     -   0.99994695  x   0.99993944  =   0.99988640
 DO0350!UTM  14      -   0.99994695  x   0.99960032  =   0.99954729
 DO0350
 DO0350                          SUPERSEDED SURVEY CONTROL
 DO0350
 DO0350  NAD 83(1993)-  33 42 52.88600(N)    098 56 42.59794(W) AD(       ) 3
 DO0350  NAD 83(1986)-  33 42 52.89456(N)    098 56 42.58991(W) AD(       ) 3
 DO0350  NGVD 29 (??/??/92)  365.916  (m)         1200.51   (f) ADJ UNCH    2 0
 DO0350
 DO0350.Superseded values are not recommended for survey control.
 DO0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0350.See file dsdata.txt to determine how the superseded data were derived.
 DO0350
 DO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0508130524(NAD 83)
 DO0350_MARKER: DB = BENCH MARK DISK
 DO0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0350_SP_SET: CULVERT
 DO0350_STAMPING: M 270 1934
 DO0350_MARK LOGO: CGS   
 DO0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0350+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 DO0350
 DO0350  HISTORY     - Date     Condition        Report By
 DO0350  HISTORY     - 1934     MONUMENTED       CGS
 DO0350  HISTORY     - 1957     GOOD             NGS
 DO0350  HISTORY     - 19910312 GOOD             NGS
 DO0350
 DO0350                          STATION DESCRIPTION
 DO0350
 DO0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0350'3.0 MI SW FROM DUNDEE.
 DO0350'3.0 MILES SOUTHWEST ALONG THE WICHITA VALLEY RAILWAY FROM DUNDEE,
 DO0350'ARCHER COUNTY, 0.36 MILE SOUTHWEST OF MILEPOST 30, AT LARGE CONCRETE
 DO0350'CULVERT 30-36, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 DO0350'CONCRETE HEADWALL, AND 12 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DO0350'TRACK.
 DO0350
 DO0350                          STATION RECOVERY (1991)
 DO0350
 DO0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DO0350'STATION IS LOCATED ABOUT 20.5 MI (33.0 KM) EAST-NORTHEAST OF SEYMOUR,
 DO0350'0.35 MI (0.56 KM) SOUTHWEST OF RAILROAD MILE MARKER NUMBER 30, 0.5 MI
 DO0350'(0.8 KM) EAST-NORTHEAST OF THE BAYLOR-ARCHER COUNTY LINE, IN A LARGE
 DO0350'CONCRETE CULVERT UNDER THE BURLINGTON NORTHERN RAILROAD, AND ABOUT
 DO0350'200 FT (61.0 M) SOUTHEAST OF U.S. HIGHWAYS 82 AND 277.
 DO0350'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 DO0350'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283, 183, 277,
 DO0350'AND 82 AND RANCH ROAD 1919, LOCATED ABOUT 0.5 MI (0.8 KM) NORTHEAST
 DO0350'OF SEYMOUR, GO EASTERLY ALONG U.S. HIGHWAYS 183, 283, 277 AND 82 FOR
 DO0350'8.3 MI (13.4 KM) TO THE JUNCTION OF U.S. HIGHWAYS 183 NORTH AND 283
 DO0350'NORTH AND FARM ROAD 1790 LEADING SOUTH. CONTINUE EASTERLY ALONG U.S.
 DO0350'HIGHWAYS 82 AND 277 FOR 8.3 MI (13.4 KM) TO THE BAYLOR-ARCHER COUNTY
 DO0350'LINE. CONTINUE EASTERLY ALONG U.S. HIGHWAYS 82 AND 277 FOR 0.5 MI
 DO0350'(0.8 KM) TO A LARGE CULVERT ON THE RIGHT UNDER THE BURLINGTON
 DO0350'NORTHERN RAILROAD AND THE STATION.
 DO0350'STATION IS SET IN THE TOP OF THE NORTHEAST END OF THE SOUTH HEADWALL
 DO0350'OF THE RAILROAD CULVERT LOCATED 12.0 FT (3.7 M) SOUTH OF THE SOUTH
 DO0350'RAIL OF THE RAILROAD TRACKS, AND ABOUT 2.5 FT (0.8 M) BELOW THE LEVEL
 DO0350'OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0073 ***********************************************************************
 CT0073  DESIGNATION -  M 272
 CT0073  PID         -  CT0073
 CT0073  STATE/COUNTY-  TX/PALO PINTO
 CT0073  USGS QUAD   -  MINERAL WELLS WEST (1984)
 CT0073
 CT0073                         *CURRENT SURVEY CONTROL
 CT0073  ___________________________________________________________________
 CT0073* NAD 83(1986)-  32 48 11.     (N)    098 08 51.     (W)     SCALED    
 CT0073* NAVD 88     -       274.222  (meters)     899.68   (feet)  ADJUSTED  
 CT0073  ___________________________________________________________________
 CT0073  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CT0073  DYNAMIC HT  -         273.885 (meters)     898.57  (feet)  COMP
 CT0073  MODELED GRAV-     979,405.0   (mgal)                       NAVD 88
 CT0073
 CT0073  VERT ORDER  -  SECOND    CLASS 0
 CT0073
 CT0073.The horizontal coordinates were scaled from a topographic map and have
 CT0073.an estimated accuracy of +/- 6 seconds.
 CT0073
 CT0073.The orthometric height was determined by differential leveling
 CT0073.and adjusted by the National Geodetic Survey in June 1991..
 CT0073
 CT0073.The geoid height was determined by GEOID03.
 CT0073
 CT0073.The dynamic height is computed by dividing the NAVD 88
 CT0073.geopotential number by the normal gravity value computed on the
 CT0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0073.degrees latitude (g = 980.6199 gals.).
 CT0073
 CT0073.The modeled gravity was interpolated from observed gravity values.
 CT0073
 CT0073;                    North         East    Units  Estimated Accuracy
 CT0073;SPC TXNC     - 2,126,070.      633,010.      MT  (+/- 180 meters Scaled)
 CT0073
 CT0073                          SUPERSEDED SURVEY CONTROL
 CT0073
 CT0073  NGVD 29 (??/??/92)  274.154  (m)          899.45   (f) ADJ UNCH    2 0
 CT0073
 CT0073.Superseded values are not recommended for survey control.
 CT0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0073.See file dsdata.txt to determine how the superseded data were derived.
 CT0073
 CT0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB798297(NAD 83)
 CT0073_MARKER: DB = BENCH MARK DISK
 CT0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0073_STAMPING: M 272 1934
 CT0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0073+STABILITY: SURFACE MOTION
 CT0073
 CT0073  HISTORY     - Date     Condition        Report By
 CT0073  HISTORY     - 1934     MONUMENTED       CGS
 CT0073  HISTORY     - 1958     MARK NOT FOUND   USGS
 CT0073  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0073
 CT0073                          STATION DESCRIPTION
 CT0073
 CT0073'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0073'2.1 MI W FROM MINERAL SPRINGS.
 CT0073'2.1 MILES WEST ALONG U.S. HIGHWAY 180 FROM MINERAL WELLS, 0.1 MILE
 CT0073'EAST OF A CONOCO SERVICE STATION, 36 FEET NORTH OF THE CENTERLINE OF
 CT0073'THE HIGHWAY, AND 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE--
 CT0073'PROBABLY DESTROYED DUE TO CONSTRUCTION OF A NEW HIGHWAY.
 CT0073
 CT0073                          STATION RECOVERY (2004)
 CT0073
 CT0073'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0268 ***********************************************************************
 CT0268  DESIGNATION -  M 273
 CT0268  PID         -  CT0268
 CT0268  STATE/COUNTY-  TX/STEPHENS
 CT0268  USGS QUAD   -  NECESSITY (1967)
 CT0268
 CT0268                         *CURRENT SURVEY CONTROL
 CT0268  ___________________________________________________________________
 CT0268* NAD 83(1986)-  32 39 47.     (N)    098 49 41.     (W)     SCALED    
 CT0268* NAVD 88     -       401.304  (meters)    1316.61   (feet)  ADJUSTED  
 CT0268  ___________________________________________________________________
 CT0268  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CT0268  DYNAMIC HT  -         400.796 (meters)    1314.94  (feet)  COMP
 CT0268  MODELED GRAV-     979,360.2   (mgal)                       NAVD 88
 CT0268
 CT0268  VERT ORDER  -  SECOND    CLASS 0
 CT0268
 CT0268.The horizontal coordinates were scaled from a topographic map and have
 CT0268.an estimated accuracy of +/- 6 seconds.
 CT0268
 CT0268.The orthometric height was determined by differential leveling
 CT0268.and adjusted by the National Geodetic Survey in June 1991..
 CT0268
 CT0268.The geoid height was determined by GEOID03.
 CT0268
 CT0268.The dynamic height is computed by dividing the NAVD 88
 CT0268.geopotential number by the normal gravity value computed on the
 CT0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0268.degrees latitude (g = 980.6199 gals.).
 CT0268
 CT0268.The modeled gravity was interpolated from observed gravity values.
 CT0268
 CT0268;                    North         East    Units  Estimated Accuracy
 CT0268;SPC TXNC     - 2,110,540.      569,230.      MT  (+/- 180 meters Scaled)
 CT0268
 CT0268                          SUPERSEDED SURVEY CONTROL
 CT0268
 CT0268  NGVD 29 (??/??/92)  401.182  (m)         1316.21   (f) ADJ UNCH    2 0
 CT0268
 CT0268.Superseded values are not recommended for survey control.
 CT0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0268.See file dsdata.txt to determine how the superseded data were derived.
 CT0268
 CT0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB161139(NAD 83)
 CT0268_MARKER: DB = BENCH MARK DISK
 CT0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0268_STAMPING: M 273 1934
 CT0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0268+STABILITY: SURFACE MOTION
 CT0268
 CT0268  HISTORY     - Date     Condition        Report By
 CT0268  HISTORY     - 1934     MONUMENTED       CGS
 CT0268  HISTORY     - 1957     MARK NOT FOUND   NGS
 CT0268
 CT0268                          STATION DESCRIPTION
 CT0268
 CT0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0268'7.6 MI NW FROM FRANKELL.
 CT0268'7.6 MILES NORTHWEST 275 FEET NW OF MILE POST 112.  21 FEET NE OF THE
 CT0268'CENTER OF THE TRACK.  AT A R.R. CROSSING.  3 FEET SE OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0441 ***********************************************************************
 CT0441  DESIGNATION -  M 274
 CT0441  PID         -  CT0441
 CT0441  STATE/COUNTY-  TX/EASTLAND
 CT0441  USGS QUAD   -  PIONEER (1987)
 CT0441
 CT0441                         *CURRENT SURVEY CONTROL
 CT0441  ___________________________________________________________________
 CT0441* NAD 83(1986)-  32 06 14.     (N)    099 01 46.     (W)     SCALED    
 CT0441* NAVD 88     -       519.498  (meters)    1704.39   (feet)  ADJUSTED  
 CT0441  ___________________________________________________________________
 CT0441  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CT0441  DYNAMIC HT  -         518.824 (meters)    1702.18  (feet)  COMP
 CT0441  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 CT0441
 CT0441  VERT ORDER  -  SECOND    CLASS 0
 CT0441
 CT0441.The horizontal coordinates were scaled from a topographic map and have
 CT0441.an estimated accuracy of +/- 6 seconds.
 CT0441
 CT0441.The orthometric height was determined by differential leveling
 CT0441.and adjusted by the National Geodetic Survey in June 1991..
 CT0441
 CT0441.The geoid height was determined by GEOID03.
 CT0441
 CT0441.The dynamic height is computed by dividing the NAVD 88
 CT0441.geopotential number by the normal gravity value computed on the
 CT0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0441.degrees latitude (g = 980.6199 gals.).
 CT0441
 CT0441.The modeled gravity was interpolated from observed gravity values.
 CT0441
 CT0441;                    North         East    Units  Estimated Accuracy
 CT0441;SPC TXNC     - 2,048,610.      550,030.      MT  (+/- 180 meters Scaled)
 CT0441
 CT0441                          SUPERSEDED SURVEY CONTROL
 CT0441
 CT0441  NGVD 29 (??/??/92)  519.370  (m)         1703.97   (f) ADJ UNCH    2 0
 CT0441
 CT0441.Superseded values are not recommended for survey control.
 CT0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0441.See file dsdata.txt to determine how the superseded data were derived.
 CT0441
 CT0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA972519(NAD 83)
 CT0441_MARKER: DB = BENCH MARK DISK
 CT0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0441_SP_SET: CULVERT
 CT0441_STAMPING: M 274 1934
 CT0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0441
 CT0441  HISTORY     - Date     Condition        Report By
 CT0441  HISTORY     - 1934     MONUMENTED       CGS
 CT0441  HISTORY     - 1969     GOOD             USGS
 CT0441
 CT0441                          STATION DESCRIPTION
 CT0441
 CT0441'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CT0441'4.1 MI W FROM RISING STAR.
 CT0441'RISING STAR RR STA., 4.1 MI WEST RISING STAR, INTERSECTION OF STATE
 CT0441'HWY. 36 AND U.S. 183, 3.8 MILES WEST ON HIGHWAY 36, 0.25 MI. WEST OF A
 CT0441'CROSS ROAD.  LOOK DUE NORTH 0.25 MI. TO OLD RR GRADE, AND THE HEAD
 CT0441'WALL CAN BE SEEN.  MR. HODNETT, WHO LIVES SEVERAL MILES SE, NEAR
 CT0441'BLAKE, IS THE LANDOWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0501 ***********************************************************************
 DM0501  DESIGNATION -  M 276
 DM0501  PID         -  DM0501
 DM0501  STATE/COUNTY-  TX/HOPKINS
 DM0501  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM0501
 DM0501                         *CURRENT SURVEY CONTROL
 DM0501  ___________________________________________________________________
 DM0501* NAD 83(1986)-  33 08 40.     (N)    095 36 03.     (W)     SCALED    
 DM0501* NAVD 88     -       151.288  (meters)     496.35   (feet)  ADJUSTED  
 DM0501  ___________________________________________________________________
 DM0501  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DM0501  DYNAMIC HT  -         151.122 (meters)     495.81  (feet)  COMP
 DM0501  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 DM0501
 DM0501  VERT ORDER  -  FIRST     CLASS II
 DM0501
 DM0501.The horizontal coordinates were scaled from a topographic map and have
 DM0501.an estimated accuracy of +/- 6 seconds.
 DM0501
 DM0501.The orthometric height was determined by differential leveling
 DM0501.and adjusted by the National Geodetic Survey in June 1991..
 DM0501
 DM0501.The geoid height was determined by GEOID03.
 DM0501
 DM0501.The dynamic height is computed by dividing the NAVD 88
 DM0501.geopotential number by the normal gravity value computed on the
 DM0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0501.degrees latitude (g = 980.6199 gals.).
 DM0501
 DM0501.The modeled gravity was interpolated from observed gravity values.
 DM0501
 DM0501;                    North         East    Units  Estimated Accuracy
 DM0501;SPC TXNC     - 2,167,600.      870,430.      MT  (+/- 180 meters Scaled)
 DM0501
 DM0501                          SUPERSEDED SURVEY CONTROL
 DM0501
 DM0501  NGVD 29 (??/??/92)  151.286  (m)          496.34   (f) ADJ UNCH    1 2
 DM0501
 DM0501.Superseded values are not recommended for survey control.
 DM0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0501.See file dsdata.txt to determine how the superseded data were derived.
 DM0501
 DM0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS574703(NAD 83)
 DM0501_MARKER: DB = BENCH MARK DISK
 DM0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0501_STAMPING: M 276 1934
 DM0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0501+STABILITY: SURFACE MOTION
 DM0501
 DM0501  HISTORY     - Date     Condition        Report By
 DM0501  HISTORY     - 1934     MONUMENTED       CGS
 DM0501  HISTORY     - 1954     GOOD             NGS
 DM0501  HISTORY     - 19950622 GOOD             USPSQD
 DM0501
 DM0501                          STATION DESCRIPTION
 DM0501
 DM0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0501'IN SULPHUR SPRINGS.
 DM0501'AT SULPHUR SPRINGS AND ALONG THE ST. L AND SW R R AT THE DEPOT.  DISK
 DM0501'SET HORIZONTALLY IN W END OF CONCRETE STEP IN THE WHITE WAITING ROOM.
 DM0501'6 INCHES N OF FACE OF THE BUILDING.
 DM0501
 DM0501                          STATION RECOVERY (1954)
 DM0501
 DM0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DM0501'RECOVERED IN GOOD CONDITION.
 DM0501
 DM0501                          STATION RECOVERY (1995)
 DM0501
 DM0501'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0102 ***********************************************************************
 CR0102  DESIGNATION -  M 277
 CR0102  PID         -  CR0102
 CR0102  STATE/COUNTY-  TX/PANOLA
 CR0102  USGS QUAD   -  CARTHAGE (1983)
 CR0102
 CR0102                         *CURRENT SURVEY CONTROL
 CR0102  ___________________________________________________________________
 CR0102* NAD 83(1986)-  32 08 12.     (N)    094 20 33.     (W)     SCALED    
 CR0102* NAVD 88     -        92.529  (meters)     303.57   (feet)  ADJUSTED  
 CR0102  ___________________________________________________________________
 CR0102  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0102  DYNAMIC HT  -          92.421 (meters)     303.22  (feet)  COMP
 CR0102  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 CR0102
 CR0102  VERT ORDER  -  SECOND    CLASS 0
 CR0102
 CR0102.The horizontal coordinates were scaled from a topographic map and have
 CR0102.an estimated accuracy of +/- 6 seconds.
 CR0102
 CR0102.The orthometric height was determined by differential leveling
 CR0102.and adjusted by the National Geodetic Survey in June 1991..
 CR0102
 CR0102.The geoid height was determined by GEOID03.
 CR0102
 CR0102.The dynamic height is computed by dividing the NAVD 88
 CR0102.geopotential number by the normal gravity value computed on the
 CR0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0102.degrees latitude (g = 980.6199 gals.).
 CR0102
 CR0102.The modeled gravity was interpolated from observed gravity values.
 CR0102
 CR0102;                    North         East    Units  Estimated Accuracy
 CR0102;SPC TXNC     - 2,059,880.      992,170.      MT  (+/- 180 meters Scaled)
 CR0102
 CR0102                          SUPERSEDED SURVEY CONTROL
 CR0102
 CR0102  NGVD 29 (??/??/92)   92.561  (m)          303.68   (f) ADJ UNCH    2 0
 CR0102
 CR0102.Superseded values are not recommended for survey control.
 CR0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0102.See file dsdata.txt to determine how the superseded data were derived.
 CR0102
 CR0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR733563(NAD 83)
 CR0102_MARKER: DB = BENCH MARK DISK
 CR0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0102_STAMPING: M 277 1934
 CR0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0102+STABILITY: SURFACE MOTION
 CR0102
 CR0102  HISTORY     - Date     Condition        Report By
 CR0102  HISTORY     - 1934     MONUMENTED       CGS
 CR0102  HISTORY     - 1990     GOOD             USPSQD
 CR0102
 CR0102                          STATION DESCRIPTION
 CR0102
 CR0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0102'1.5 MI S FROM CARTHAGE.
 CR0102'1.5 MI S OF AND ALONG THE S F R R 0.15 MILE NE OF MILE POST 170.  50
 CR0102'YARDS SW OF A FARM HOUSE.  40 FEET E OF CENTER OF TRACK.  4 FEET W OF
 CR0102'R/W FENCE.
 CR0102
 CR0102                          STATION RECOVERY (1990)
 CR0102
 CR0102'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CR0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0262 ***********************************************************************
 CR0262  DESIGNATION -  M 278
 CR0262  PID         -  CR0262
 CR0262  STATE/COUNTY-  TX/GREGG
 CR0262  USGS QUAD   -  GLADEWATER (1960)
 CR0262
 CR0262                         *CURRENT SURVEY CONTROL
 CR0262  ___________________________________________________________________
 CR0262* NAD 83(1993)-  32 31 13.16116(N)    094 54 38.43342(W)     ADJUSTED  
 CR0262* NAVD 88     -        95.549  (meters)     313.48   (feet)  ADJUSTED  
 CR0262  ___________________________________________________________________
 CR0262  X           -    -460,825.936 (meters)                     COMP
 CR0262  Y           -  -5,363,558.660 (meters)                     COMP
 CR0262  Z           -   3,409,260.910 (meters)                     COMP
 CR0262  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CR0262  ELLIP HEIGHT-          69.23  (meters)          (02/16/96) GPS OBS
 CR0262  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR0262  DYNAMIC HT  -          95.440 (meters)     313.12  (feet)  COMP
 CR0262  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 CR0262
 CR0262  HORZ ORDER  -  THIRD
 CR0262  VERT ORDER  -  SECOND    CLASS 0
 CR0262  ELLP ORDER  -  FIFTH     CLASS I
 CR0262
 CR0262.The horizontal coordinates were established by GPS observations
 CR0262.and adjusted by the National Geodetic Survey in February 1996..
 CR0262
 CR0262.The orthometric height was determined by differential leveling
 CR0262.and adjusted by the National Geodetic Survey in June 1991..
 CR0262
 CR0262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR0262
 CR0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0262
 CR0262.The ellipsoidal height was determined by GPS observations
 CR0262.and is referenced to NAD 83.
 CR0262
 CR0262.The geoid height was determined by GEOID03.
 CR0262
 CR0262.The dynamic height is computed by dividing the NAVD 88
 CR0262.geopotential number by the normal gravity value computed on the
 CR0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0262.degrees latitude (g = 980.6199 gals.).
 CR0262
 CR0262.The modeled gravity was interpolated from observed gravity values.
 CR0262
 CR0262;                    North         East     Units Scale Factor Converg.
 CR0262;SPC TXNC     - 2,100,422.573   937,143.007   MT  0.99991532   +1 57 27.4
 CR0262;SPC TXNC     - 6,891,136.39  3,074,610.02   sFT  0.99991532   +1 57 27.4
 CR0262;UTM  15      - 3,599,720.916   320,538.918   MT  0.99999715   -1 01 38.8
 CR0262
 CR0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0262!SPC TXNC     -   0.99998913  x   0.99991532  =   0.99990445
 CR0262!UTM  15      -   0.99998913  x   0.99999715  =   0.99998628
 CR0262
 CR0262                          SUPERSEDED SURVEY CONTROL
 CR0262
 CR0262  ELLIP H (01/21/93)   69.02   (m)                       GP(       ) 4 2
 CR0262  NAD 83(1986)-  32 31 13.16502(N)    094 54 38.41718(W) AD(       ) 3
 CR0262  NAD 27      -  32 31 12.65549(N)    094 54 37.64771(W) AD(       ) 3
 CR0262  NGVD 29 (??/??/92)   95.579  (m)          313.58   (f) ADJ UNCH    2 0
 CR0262
 CR0262.Superseded values are not recommended for survey control.
 CR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0262.See file dsdata.txt to determine how the superseded data were derived.
 CR0262
 CR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2053999721(NAD 83)
 CR0262_MARKER: DB = BENCH MARK DISK
 CR0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0262_SP_SET: ABUTMENT
 CR0262_STAMPING: M 278 1934
 CR0262_MARK LOGO: CGS   
 CR0262_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0262+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1988
 CR0262
 CR0262  HISTORY     - Date     Condition        Report By
 CR0262  HISTORY     - 1934     MONUMENTED       CGS
 CR0262  HISTORY     - 1943     GOOD             NGS
 CR0262  HISTORY     - 19871015 GOOD             NGS
 CR0262  HISTORY     - 19880205 GOOD
 CR0262  HISTORY     - 20040605 GOOD             USPSQD
 CR0262
 CR0262                          STATION DESCRIPTION
 CR0262
 CR0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0262'2.2 MI E FROM GLADEWATER.
 CR0262'2.2 MI E OF AND ALONG THE T P R R 0.4 MILE E OF MILE POST 101.  75
 CR0262'FEET W OF RAILWAY SIGNAL TOWER 1006.  15 FEET S OF CENTER OF TRACK.
 CR0262'DISK IS SET HORIZONTALLY ON E END OF ABUTMENT OF A CONCRETE CULVERT.
 CR0262
 CR0262                          STATION RECOVERY (1943)
 CR0262
 CR0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CR0262'RECOVERED IN GOOD CONDITION.
 CR0262
 CR0262                          STATION RECOVERY (1987)
 CR0262
 CR0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CR0262'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF GLADEWATER, ALONG
 CR0262'THE TEXAS AND PACIFIC RAILWAY, IN TOP OF A CONCRETE
 CR0262'CULVERT.OWNERSHIP--TEXAS AND PACIFIC RAILWAY.
 CR0262'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND 271 IN
 CR0262'GLADEWATER.  GO EAST ON U.S. HIGHWAY 80 FOR 3.3 KM (2.05 MI) TO
 CR0262'LOCKER PLANT ROAD ON THE RIGHT.  TURN RIGHT ON LOCKER PLANT ROAD FOR
 CR0262'0.1 KM (0.05 MI) TO A FORK.  KEEP RIGHT FORK FOR 1.1 KM (0.70 MI) TO
 CR0262'A DIRT ROAD ON THE LEFT, JUST BEFORE CROSSING THE RAILROAD TRACKS.
 CR0262'TURN LEFT FOR 0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT, IN
 CR0262'ACULVERT.
 CR0262'THE MARK IS SET 122 M (400.3 FT) EAST OF THE CENTER OF THE ROAD
 CR0262'CROSSING, 3.0 M (9.8 FT) SOUTH OF THE SOUTH RAIL, AND IN THE EAST
 CR0262'ENDOF THE SOUTH CULVERT.
 CR0262'DESCRIBED BY B.L.L.
 CR0262
 CR0262                          STATION RECOVERY (1988)
 CR0262
 CR0262'RECOVERED 1988
 CR0262'RECOVERED IN GOOD CONDITION.
 CR0262
 CR0262                          STATION RECOVERY (2004)
 CR0262
 CR0262'RECOVERY NOTE BY US POWER SQUADRON 2004 (JBL)
 CR0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1409 ***********************************************************************
 BL1409  DESIGNATION -  M 279
 BL1409  PID         -  BL1409
 BL1409  STATE/COUNTY-  TX/HARRIS
 BL1409  USGS QUAD   -  TOMBALL (1979)
 BL1409
 BL1409                         *CURRENT SURVEY CONTROL
 BL1409  ___________________________________________________________________
 BL1409* NAD 83(1986)-  30 04 31.     (N)    095 36 02.     (W)     SCALED    
 BL1409* NAVD 88     -        52.67   (+/-2cm)     172.8    (feet)  VERTCON   
 BL1409  ___________________________________________________________________
 BL1409  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL1409
 BL1409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1409
 BL1409.The horizontal coordinates were scaled from a topographic map and have
 BL1409.an estimated accuracy of +/- 6 seconds.
 BL1409
 BL1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1409.The vertical order pertains to the NGVD 29 superseded value.
 BL1409
 BL1409.The geoid height was determined by GEOID03.
 BL1409
 BL1409;                    North         East    Units  Estimated Accuracy
 BL1409;SPC TXSC     - 4,253,240.      927,690.      MT  (+/- 180 meters Scaled)
 BL1409
 BL1409                          SUPERSEDED SURVEY CONTROL
 BL1409
 BL1409  NGVD 29 (??/??/92)   52.668  (m)          172.79   (f) ADJ UNCH    2 0
 BL1409
 BL1409.Superseded values are not recommended for survey control.
 BL1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1409.See file dsdata.txt to determine how the superseded data were derived.
 BL1409
 BL1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP493299(NAD 83)
 BL1409_MARKER: DB = BENCH MARK DISK
 BL1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1409_STAMPING: M 279 1935
 BL1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1409+STABILITY: SURFACE MOTION
 BL1409
 BL1409  HISTORY     - Date     Condition        Report By
 BL1409  HISTORY     - 1935     MONUMENTED       CGS
 BL1409  HISTORY     - 1954     GOOD             NGS
 BL1409  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1409
 BL1409                          STATION DESCRIPTION
 BL1409
 BL1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1409'1.8 MI SE FROM TOMBALL.
 BL1409'1.8 MILES SOUTHEAST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM
 BL1409'THE STATION AT TOMBALL, 50 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 14
 BL1409'FEET SOUTHWEST OF MILEPOST 83, 2 FEET SOUTHWEST OF A FENCE, 3 FEET
 BL1409'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1409'IS FLUSH WITH THE GROUND.
 BL1409
 BL1409                          STATION RECOVERY (1973)
 BL1409
 BL1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0525 ***********************************************************************
 DO0525  DESIGNATION -  M 280
 DO0525  PID         -  DO0525
 DO0525  STATE/COUNTY-  TX/HASKELL
 DO0525  USGS QUAD   -  IRBY (1966)
 DO0525
 DO0525                         *CURRENT SURVEY CONTROL
 DO0525  ___________________________________________________________________
 DO0525* NAD 83(1986)-  33 10 34.     (N)    099 33 22.     (W)     SCALED    
 DO0525* NAVD 88     -       442.076  (meters)    1450.38   (feet)  ADJUSTED  
 DO0525  ___________________________________________________________________
 DO0525  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DO0525  DYNAMIC HT  -         441.531 (meters)    1448.59  (feet)  COMP
 DO0525  MODELED GRAV-     979,392.1   (mgal)                       NAVD 88
 DO0525
 DO0525  VERT ORDER  -  SECOND    CLASS 0
 DO0525
 DO0525.The horizontal coordinates were scaled from a topographic map and have
 DO0525.an estimated accuracy of +/- 6 seconds.
 DO0525
 DO0525.The orthometric height was determined by differential leveling
 DO0525.and adjusted by the National Geodetic Survey in June 1991..
 DO0525
 DO0525.The geoid height was determined by GEOID03.
 DO0525
 DO0525.The dynamic height is computed by dividing the NAVD 88
 DO0525.geopotential number by the normal gravity value computed on the
 DO0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0525.degrees latitude (g = 980.6199 gals.).
 DO0525
 DO0525.The modeled gravity was interpolated from observed gravity values.
 DO0525
 DO0525;                    North         East    Units  Estimated Accuracy
 DO0525;SPC TXNC     - 2,167,880.      501,510.      MT  (+/- 180 meters Scaled)
 DO0525
 DO0525                          SUPERSEDED SURVEY CONTROL
 DO0525
 DO0525  NGVD 29 (??/??/92)  441.930  (m)         1449.90   (f) ADJ UNCH    2 0
 DO0525
 DO0525.Superseded values are not recommended for survey control.
 DO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0525.See file dsdata.txt to determine how the superseded data were derived.
 DO0525
 DO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB481709(NAD 83)
 DO0525_MARKER: DB = BENCH MARK DISK
 DO0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0525_STAMPING: M 280 1934
 DO0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0525+STABILITY: SURFACE MOTION
 DO0525
 DO0525  HISTORY     - Date     Condition        Report By
 DO0525  HISTORY     - 1934     MONUMENTED       CGS
 DO0525  HISTORY     - 1958     MARK NOT FOUND   NGS
 DO0525
 DO0525                          STATION DESCRIPTION
 DO0525
 DO0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0525'11.6 MI E FROM HASKELL.
 DO0525'11.6 MILES E OF AND ALONG STATE HIGHWAY NO. 120 44 YARDS SE OF A
 DO0525'WOODEN CULVERT.  62 FEET S OF THE CENTER OF THE HIGHWAY.  5 FEET N OF
 DO0525'R/W FENCE.  0.25 MILES W OF A ROAD LEADING N OFF HIGHWAY TO A FARM
 DO0525'HOUSE.
 DO0525
 DO0525                          STATION RECOVERY (1958)
 DO0525
 DO0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DO0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0279 ***********************************************************************
 DO0279  DESIGNATION -  M 281
 DO0279  PID         -  DO0279
 DO0279  STATE/COUNTY-  TX/YOUNG
 DO0279  USGS QUAD   -  PROFFITT (1981)
 DO0279
 DO0279                         *CURRENT SURVEY CONTROL
 DO0279  ___________________________________________________________________
 DO0279* NAD 83(1986)-  33 10 30.     (N)    098 48 15.     (W)     SCALED    
 DO0279* NAVD 88     -       339.124  (meters)    1112.61   (feet)  ADJUSTED  
 DO0279  ___________________________________________________________________
 DO0279  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DO0279  DYNAMIC HT  -         338.720 (meters)    1111.28  (feet)  COMP
 DO0279  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 DO0279
 DO0279  VERT ORDER  -  SECOND    CLASS 0
 DO0279
 DO0279.The horizontal coordinates were scaled from a topographic map and have
 DO0279.an estimated accuracy of +/- 6 seconds.
 DO0279
 DO0279.The orthometric height was determined by differential leveling
 DO0279.and adjusted by the National Geodetic Survey in June 1991..
 DO0279
 DO0279.The geoid height was determined by GEOID03.
 DO0279
 DO0279.The dynamic height is computed by dividing the NAVD 88
 DO0279.geopotential number by the normal gravity value computed on the
 DO0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0279.degrees latitude (g = 980.6199 gals.).
 DO0279
 DO0279.The modeled gravity was interpolated from observed gravity values.
 DO0279
 DO0279;                    North         East    Units  Estimated Accuracy
 DO0279;SPC TXNC     - 2,167,300.      571,630.      MT  (+/- 180 meters Scaled)
 DO0279
 DO0279                          SUPERSEDED SURVEY CONTROL
 DO0279
 DO0279  NGVD 29 (??/??/92)  339.028  (m)         1112.29   (f) ADJ UNCH    2 0
 DO0279
 DO0279.Superseded values are not recommended for survey control.
 DO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0279.See file dsdata.txt to determine how the superseded data were derived.
 DO0279
 DO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB182707(NAD 83)
 DO0279_MARKER: DB = BENCH MARK DISK
 DO0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0279_SP_SET: FOUNDATION
 DO0279_STAMPING: M 281 1934
 DO0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0279
 DO0279  HISTORY     - Date     Condition        Report By
 DO0279  HISTORY     - 1934     MONUMENTED       CGS
 DO0279  HISTORY     - 1957     GOOD             NGS
 DO0279  HISTORY     - 20010325 GOOD             USPSQD
 DO0279  HISTORY     - 20050416 GOOD             USPSQD
 DO0279
 DO0279                          STATION DESCRIPTION
 DO0279
 DO0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0279'5.1 MI SW FROM NEWCASTLE.
 DO0279'5.1 MILES SW OF AND ALONG STATE HIGHWAY NO 120 DISK SET HORIZONTALLY
 DO0279'IN THE S WINGWALL OF THE E ABUTMENT OF A CONCRETE BRIDGE.
 DO0279
 DO0279                          STATION RECOVERY (1957)
 DO0279
 DO0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0279'RECOVERED IN GOOD CONDITION.
 DO0279
 DO0279                          STATION RECOVERY (2001)
 DO0279
 DO0279'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0279'RECOVERED IN GOOD CONDITION.
 DO0279
 DO0279                          STATION RECOVERY (2005)
 DO0279
 DO0279'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 DO0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0005 ***********************************************************************
 CA0005  DESIGNATION -  M 282 RESET 1968
 CA0005  PID         -  CA0005
 CA0005  STATE/COUNTY-  TX/COMANCHE
 CA0005  USGS QUAD   -  PROCTOR (1979)
 CA0005
 CA0005                         *CURRENT SURVEY CONTROL
 CA0005  ___________________________________________________________________
 CA0005* NAD 83(1986)-  31 59 14.     (N)    098 25 48.     (W)     SCALED    
 CA0005* NAVD 88     -       368.96   (meters)    1210.5    (feet)  RESET     
 CA0005  ___________________________________________________________________
 CA0005  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CA0005
 CA0005  VERT ORDER  -  THIRD
 CA0005
 CA0005.The horizontal coordinates were scaled from a topographic map and have
 CA0005.an estimated accuracy of +/- 6 seconds.
 CA0005
 CA0005.The orthometric height was computed from unverified reset data.
 CA0005
 CA0005.The geoid height was determined by GEOID03.
 CA0005
 CA0005;                    North         East    Units  Estimated Accuracy
 CA0005;SPC TX C     - 3,258,800.      879,870.      MT  (+/- 180 meters Scaled)
 CA0005
 CA0005                          SUPERSEDED SURVEY CONTROL
 CA0005
 CA0005.No superseded survey control is available for this station.
 CA0005
 CA0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA538391(NAD 83)
 CA0005_MARKER: DB = BENCH MARK DISK
 CA0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0005_STAMPING: M 282 RESET 1968
 CA0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0005+STABILITY: SURFACE MOTION
 CA0005
 CA0005  HISTORY     - Date     Condition        Report By
 CA0005  HISTORY     - 1968     MONUMENTED       CGS
 CA0005
 CA0005                          STATION DESCRIPTION
 CA0005
 CA0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CA0005'IN PROCTOR.
 CA0005'AT PROCTOR, 50 FEET SOUTH 35 DEGREES WEST OF THE CENTER LINE OF F.M.
 CA0005'HIGHWAY 1476 (OLD NUMBER 591), 83 FEET SOUTH 55 DEGREES EAST OF THE
 CA0005'CENTER LINE OF THE MAIN LINE OF THE ATCHISON, TOPEKA AND SANTA FE
 CA0005'RAILROAD, 5 FEET SOUTH OF A METAL WITNESS POST, BELIEVED TO BE SET IN
 CA0005'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2166 ***********************************************************************
 CS2166  DESIGNATION -  M 283
 CS2166  PID         -  CS2166
 CS2166  STATE/COUNTY-  TX/HOOD
 CS2166  USGS QUAD   -  PALUXY (1979)
 CS2166
 CS2166                         *CURRENT SURVEY CONTROL
 CS2166  ___________________________________________________________________
 CS2166* NAD 83(1986)-  32 21 40.     (N)    097 58 42.     (W)     SCALED    
 CS2166* NAVD 88     -       280.784  (meters)     921.21   (feet)  ADJUSTED  
 CS2166  ___________________________________________________________________
 CS2166  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CS2166  DYNAMIC HT  -         280.437 (meters)     920.07  (feet)  COMP
 CS2166  MODELED GRAV-     979,395.5   (mgal)                       NAVD 88
 CS2166
 CS2166  VERT ORDER  -  SECOND    CLASS 0
 CS2166
 CS2166.The horizontal coordinates were scaled from a topographic map and have
 CS2166.an estimated accuracy of +/- 6 seconds.
 CS2166
 CS2166.The orthometric height was determined by differential leveling
 CS2166.and adjusted by the National Geodetic Survey in June 1991..
 CS2166
 CS2166.The geoid height was determined by GEOID03.
 CS2166
 CS2166.The dynamic height is computed by dividing the NAVD 88
 CS2166.geopotential number by the normal gravity value computed on the
 CS2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2166.degrees latitude (g = 980.6199 gals.).
 CS2166
 CS2166.The modeled gravity was interpolated from observed gravity values.
 CS2166
 CS2166;                    North         East    Units  Estimated Accuracy
 CS2166;SPC TXNC     - 2,077,130.      649,100.      MT  (+/- 180 meters Scaled)
 CS2166
 CS2166                          SUPERSEDED SURVEY CONTROL
 CS2166
 CS2166  NGVD 29 (??/??/92)  280.728  (m)          921.02   (f) ADJ UNCH    2 0
 CS2166
 CS2166.Superseded values are not recommended for survey control.
 CS2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2166.See file dsdata.txt to determine how the superseded data were derived.
 CS2166
 CS2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA961809(NAD 83)
 CS2166_MARKER: DB = BENCH MARK DISK
 CS2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2166_STAMPING: M 283 1934
 CS2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2166+STABILITY: SURFACE MOTION
 CS2166
 CS2166  HISTORY     - Date     Condition        Report By
 CS2166  HISTORY     - 1934     MONUMENTED       CGS
 CS2166  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2166
 CS2166                          STATION DESCRIPTION
 CS2166
 CS2166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2166'4.2 MI SE FROM BLUFFDALE.
 CS2166'IN HOOD COUNTY, ABOUT 4.2 MILES SOUTHEAST ALONG THE FORT WORTH AND RIO
 CS2166'GRANDE RAILWAY FROM THE STATION AT BLUFFDALE, ERATH COUNTY, ABOUT 84
 CS2166'YARDS NORTHEAST OF BRIDGE 788 + 9, 62 FEET WEST OF THE CENTER LINE OF
 CS2166'TRACK, AND 8 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CS2166'STAMPED M 283 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- IT IS
 CS2166'BELIEVED THE MARK IS COVERED OR HAS BEEN DESTROYED AS THERE HAS BEEN A
 CS2166'NEW BRIDGE BUILT AND A LONG ROCK AND DIRT FILL AT BOTH ENDS OF THE
 CS2166'BRIDGE SINCE THE MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0008 ***********************************************************************
 CA0008  DESIGNATION -  M 284
 CA0008  PID         -  CA0008
 CA0008  STATE/COUNTY-  TX/COMANCHE
 CA0008  USGS QUAD   -  GUSTINE (1956)
 CA0008
 CA0008                         *CURRENT SURVEY CONTROL
 CA0008  ___________________________________________________________________
 CA0008* NAD 83(1986)-  31 50 40.     (N)    098 29 26.     (W)     SCALED    
 CA0008* NAVD 88     -       391.352  (meters)    1283.96   (feet)  ADJUSTED  
 CA0008  ___________________________________________________________________
 CA0008  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CA0008  DYNAMIC HT  -         390.850 (meters)    1282.31  (feet)  COMP
 CA0008  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 CA0008
 CA0008  VERT ORDER  -  SECOND    CLASS 0
 CA0008
 CA0008.The horizontal coordinates were scaled from a topographic map and have
 CA0008.an estimated accuracy of +/- 6 seconds.
 CA0008
 CA0008.The orthometric height was determined by differential leveling
 CA0008.and adjusted by the National Geodetic Survey in June 1991..
 CA0008
 CA0008.The geoid height was determined by GEOID03.
 CA0008
 CA0008.The dynamic height is computed by dividing the NAVD 88
 CA0008.geopotential number by the normal gravity value computed on the
 CA0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0008.degrees latitude (g = 980.6199 gals.).
 CA0008
 CA0008.The modeled gravity was interpolated from observed gravity values.
 CA0008
 CA0008;                    North         East    Units  Estimated Accuracy
 CA0008;SPC TX C     - 3,242,870.      874,410.      MT  (+/- 180 meters Scaled)
 CA0008
 CA0008                          SUPERSEDED SURVEY CONTROL
 CA0008
 CA0008  NGVD 29 (??/??/92)  391.273  (m)         1283.70   (f) ADJ UNCH    2 0
 CA0008
 CA0008.Superseded values are not recommended for survey control.
 CA0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0008.See file dsdata.txt to determine how the superseded data were derived.
 CA0008
 CA0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA482233(NAD 83)
 CA0008_MARKER: DB = BENCH MARK DISK
 CA0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0008_STAMPING: M 284 1934
 CA0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0008+STABILITY: SURFACE MOTION
 CA0008
 CA0008  HISTORY     - Date     Condition        Report By
 CA0008  HISTORY     - 1934     MONUMENTED       CGS
 CA0008  HISTORY     - 1956     GOOD             USGS
 CA0008
 CA0008                          STATION DESCRIPTION
 CA0008
 CA0008'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CA0008'7.7 MI SW FROM GUSTINE.
 CA0008'GUSTINE, 5.4 MILES WEST ALONG STATE HIGHWAY 36 THENCE SOUTH 1.9 MILES
 CA0008'THENCE NORTHWEST 0.4 MILE, 35 FEET NORTHEAST OF CENTERLINE OF ROAD, 15
 CA0008'FEET NORTHEAST OF FENCE, A STANDARD DISK, STAMPED M 284 1934 AND SET
 CA0008'IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0130 ***********************************************************************
 CA0130  DESIGNATION -  M 285
 CA0130  PID         -  CA0130
 CA0130  STATE/COUNTY-  TX/LAMPASAS
 CA0130  USGS QUAD   -  ADAMSVILLE (1954)
 CA0130
 CA0130                         *CURRENT SURVEY CONTROL
 CA0130  ___________________________________________________________________
 CA0130* NAD 83(1986)-  31 21 22.     (N)    098 10 31.     (W)     SCALED    
 CA0130* NAVD 88     -       341.166  (meters)    1119.31   (feet)  ADJUSTED  
 CA0130  ___________________________________________________________________
 CA0130  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CA0130  DYNAMIC HT  -         340.713 (meters)    1117.82  (feet)  COMP
 CA0130  MODELED GRAV-     979,305.0   (mgal)                       NAVD 88
 CA0130
 CA0130  VERT ORDER  -  SECOND    CLASS 0
 CA0130
 CA0130.The horizontal coordinates were scaled from a topographic map and have
 CA0130.an estimated accuracy of +/- 6 seconds.
 CA0130
 CA0130.The orthometric height was determined by differential leveling
 CA0130.and adjusted by the National Geodetic Survey in June 1991..
 CA0130
 CA0130.The geoid height was determined by GEOID03.
 CA0130
 CA0130.The dynamic height is computed by dividing the NAVD 88
 CA0130.geopotential number by the normal gravity value computed on the
 CA0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0130.degrees latitude (g = 980.6199 gals.).
 CA0130
 CA0130.The modeled gravity was interpolated from observed gravity values.
 CA0130
 CA0130;                    North         East    Units  Estimated Accuracy
 CA0130;SPC TX C     - 3,189,280.      905,300.      MT  (+/- 180 meters Scaled)
 CA0130
 CA0130                          SUPERSEDED SURVEY CONTROL
 CA0130
 CA0130  NGVD 29 (??/??/92)  341.069  (m)         1118.99   (f) ADJ UNCH    2 0
 CA0130
 CA0130.Superseded values are not recommended for survey control.
 CA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0130.See file dsdata.txt to determine how the superseded data were derived.
 CA0130
 CA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV784693(NAD 83)
 CA0130_MARKER: DB = BENCH MARK DISK
 CA0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0130_STAMPING: M 285 1934
 CA0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0130+STABILITY: SURFACE MOTION
 CA0130
 CA0130  HISTORY     - Date     Condition        Report By
 CA0130  HISTORY     - 1934     MONUMENTED       CGS
 CA0130
 CA0130                          STATION DESCRIPTION
 CA0130
 CA0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0130'8.4 MI S FROM EVANT.
 CA0130'IN LAMPASAS COUNTY, 8.4 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM A
 CA0130'SCHOOL AT EVANT, CORYELL COUNTY, AT THE JUNCTION OF A ROAD LEADING
 CA0130'NORTHEAST, AT A GATE, 53 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CA0130'AT A FENCE CORNER, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1217 ***********************************************************************
 CA1217  DESIGNATION -  M 285 RESET
 CA1217  PID         -  CA1217
 CA1217  STATE/COUNTY-  TX/LAMPASAS
 CA1217  USGS QUAD   -  ADAMSVILLE (1954)
 CA1217
 CA1217                         *CURRENT SURVEY CONTROL
 CA1217  ___________________________________________________________________
 CA1217* NAD 83(1986)-  31 21 22.     (N)    098 10 31.     (W)     SCALED    
 CA1217* NAVD 88     -       341.53   (meters)    1120.5    (feet)  RESET     
 CA1217  ___________________________________________________________________
 CA1217  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CA1217
 CA1217  VERT ORDER  -  THIRD
 CA1217
 CA1217.The horizontal coordinates were scaled from a topographic map and have
 CA1217.an estimated accuracy of +/- 6 seconds.
 CA1217
 CA1217.The orthometric height was computed from unverified reset data.
 CA1217.No vertical observational check was made to the station.
 CA1217
 CA1217.The geoid height was determined by GEOID03.
 CA1217
 CA1217;                    North         East    Units  Estimated Accuracy
 CA1217;SPC TX C     - 3,189,280.      905,300.      MT  (+/- 180 meters Scaled)
 CA1217
 CA1217                          SUPERSEDED SURVEY CONTROL
 CA1217
 CA1217  NGVD 29 (01/29/03)  341.43   (m)         1120.2    (f) RESET       3  
 CA1217
 CA1217.Superseded values are not recommended for survey control.
 CA1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1217.See file dsdata.txt to determine how the superseded data were derived.
 CA1217
 CA1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV784693(NAD 83)
 CA1217_MARKER: DB = BENCH MARK DISK
 CA1217_SETTING: 0 = UNSPECIFIED SETTING
 CA1217_STAMPING: M 825 RESET 1982
 CA1217_MARK LOGO: NGS   
 CA1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1217
 CA1217  HISTORY     - Date     Condition        Report By
 CA1217  HISTORY     - 1982     MONUMENTED       NGS
 CA1217
 CA1217                          STATION DESCRIPTION
 CA1217
 CA1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA1217'2.1 MI (3.4 KM) SOUTH FROM EVANT AT THE JUNCTION OF A ROAD LEADING
 CA1217'EAST ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 281, 48.0 FT (14.6 M)
 CA1217'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.0 FT (0.6 M) NORTH OF A
 CA1217'RIGHT-OF-WAY MARKER AND 1.0 FT (0.3 M) WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0355 ***********************************************************************
 DM0355  DESIGNATION -  M 286
 DM0355  PID         -  DM0355
 DM0355  STATE/COUNTY-  TX/RED RIVER
 DM0355  USGS QUAD   -  ANNONA (1950)
 DM0355
 DM0355                         *CURRENT SURVEY CONTROL
 DM0355  ___________________________________________________________________
 DM0355* NAD 83(1986)-  33 34 55.     (N)    094 54 57.     (W)     SCALED    
 DM0355* NAVD 88     -       115.658  (meters)     379.45   (feet)  ADJUSTED  
 DM0355  ___________________________________________________________________
 DM0355  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DM0355  DYNAMIC HT  -         115.536 (meters)     379.05  (feet)  COMP
 DM0355  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 DM0355
 DM0355  VERT ORDER  -  SECOND    CLASS 0
 DM0355
 DM0355.The horizontal coordinates were scaled from a topographic map and have
 DM0355.an estimated accuracy of +/- 6 seconds.
 DM0355
 DM0355.The orthometric height was determined by differential leveling
 DM0355.and adjusted by the National Geodetic Survey in June 1991..
 DM0355
 DM0355.The geoid height was determined by GEOID03.
 DM0355
 DM0355.The dynamic height is computed by dividing the NAVD 88
 DM0355.geopotential number by the normal gravity value computed on the
 DM0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0355.degrees latitude (g = 980.6199 gals.).
 DM0355
 DM0355.The modeled gravity was interpolated from observed gravity values.
 DM0355
 DM0355;                    North         East    Units  Estimated Accuracy
 DM0355;SPC TXNC     - 2,218,060.      932,640.      MT  (+/- 180 meters Scaled)
 DM0355
 DM0355                          SUPERSEDED SURVEY CONTROL
 DM0355
 DM0355  NGVD 29 (??/??/92)  115.655  (m)          379.44   (f) ADJ UNCH    2 0
 DM0355
 DM0355.Superseded values are not recommended for survey control.
 DM0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0355.See file dsdata.txt to determine how the superseded data were derived.
 DM0355
 DM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT222174(NAD 83)
 DM0355_MARKER: DB = BENCH MARK DISK
 DM0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0355_STAMPING: M 286 1934
 DM0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0355+STABILITY: SURFACE MOTION
 DM0355
 DM0355  HISTORY     - Date     Condition        Report By
 DM0355  HISTORY     - 1934     MONUMENTED       CGS
 DM0355  HISTORY     - 1949     POOR             USGS
 DM0355
 DM0355                          STATION DESCRIPTION
 DM0355
 DM0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0355'IN ANNONA.
 DM0355'AT ANNONA AND ALONG THE T P RR ABOUT 0.3 MILE W OF THE T P DEPOT.  37
 DM0355'FEET W OF FIRST STREET CROSSING W OF STATION.  81 FEET N OF CENTER OF
 DM0355'MAIN TRACK.
 DM0355
 DM0355                          STATION RECOVERY (1949)
 DM0355
 DM0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DM0355'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0867 ***********************************************************************
 CR0867  DESIGNATION -  M 287
 CR0867  PID         -  CR0867
 CR0867  STATE/COUNTY-  TX/WOOD
 CR0867  USGS QUAD   -  GOLDEN (1981)
 CR0867
 CR0867                         *CURRENT SURVEY CONTROL
 CR0867  ___________________________________________________________________
 CR0867* NAD 83(1986)-  32 40 34.     (N)    095 33 16.     (W)     SCALED    
 CR0867* NAVD 88     -       108.769  (meters)     356.85   (feet)  ADJUSTED  
 CR0867  ___________________________________________________________________
 CR0867  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0867  DYNAMIC HT  -         108.646 (meters)     356.45  (feet)  COMP
 CR0867  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 CR0867
 CR0867  VERT ORDER  -  SECOND    CLASS 0
 CR0867
 CR0867.The horizontal coordinates were scaled from a topographic map and have
 CR0867.an estimated accuracy of +/- 6 seconds.
 CR0867
 CR0867.The orthometric height was determined by differential leveling
 CR0867.and adjusted by the National Geodetic Survey in June 1991..
 CR0867
 CR0867.The geoid height was determined by GEOID03.
 CR0867
 CR0867.The dynamic height is computed by dividing the NAVD 88
 CR0867.geopotential number by the normal gravity value computed on the
 CR0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0867.degrees latitude (g = 980.6199 gals.).
 CR0867
 CR0867.The modeled gravity was interpolated from observed gravity values.
 CR0867
 CR0867;                    North         East    Units  Estimated Accuracy
 CR0867;SPC TXNC     - 2,115,810.      876,210.      MT  (+/- 180 meters Scaled)
 CR0867
 CR0867                          SUPERSEDED SURVEY CONTROL
 CR0867
 CR0867  NGVD 29 (??/??/92)  108.794  (m)          356.94   (f) ADJ UNCH    2 0
 CR0867
 CR0867.Superseded values are not recommended for survey control.
 CR0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0867.See file dsdata.txt to determine how the superseded data were derived.
 CR0867
 CR0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS604182(NAD 83)
 CR0867_MARKER: DB = BENCH MARK DISK
 CR0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0867_STAMPING: M 287 1934
 CR0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0867+STABILITY: SURFACE MOTION
 CR0867
 CR0867  HISTORY     - Date     Condition        Report By
 CR0867  HISTORY     - 1934     MONUMENTED       CGS
 CR0867  HISTORY     - 1948     GOOD             NGS
 CR0867  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0867
 CR0867                          STATION DESCRIPTION
 CR0867
 CR0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0867'4.0 MI W FROM MINEOLA.
 CR0867'4.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CR0867'MINEOLA, AT A PRIVATE ROAD CROSSING, 233.0 FEET WEST OF THE CENTER OF
 CR0867'THE CROSSING, 114.1 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CR0867'FARMHOUSE, 44.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 8.2 FEET
 CR0867'SOUTHEAST OF MILEPOST 140, 2.7 FEET NORTH OF A RIGHT-OF-WAY FENCE, 1.0
 CR0867'FOOT WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CR0867'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CR0867
 CR0867                          STATION RECOVERY (1995)
 CR0867
 CR0867'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1060 ***********************************************************************
 CS1060  DESIGNATION -  M 289
 CS1060  PID         -  CS1060
 CS1060  STATE/COUNTY-  TX/DALLAS
 CS1060  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1060
 CS1060                         *CURRENT SURVEY CONTROL
 CS1060  ___________________________________________________________________
 CS1060* NAD 83(1986)-  32 45 59.     (N)    096 44 14.     (W)     SCALED    
 CS1060* NAVD 88     -       126.489  (meters)     414.99   (feet)  ADJUSTED  
 CS1060  ___________________________________________________________________
 CS1060  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CS1060  DYNAMIC HT  -         126.346 (meters)     414.52  (feet)  COMP
 CS1060  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 CS1060
 CS1060  VERT ORDER  -  FIRST     CLASS II
 CS1060
 CS1060.The horizontal coordinates were scaled from a topographic map and have
 CS1060.an estimated accuracy of +/- 6 seconds.
 CS1060
 CS1060.The orthometric height was determined by differential leveling
 CS1060.and adjusted by the National Geodetic Survey in June 1991..
 CS1060
 CS1060.The geoid height was determined by GEOID03.
 CS1060
 CS1060.The dynamic height is computed by dividing the NAVD 88
 CS1060.geopotential number by the normal gravity value computed on the
 CS1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1060.degrees latitude (g = 980.6199 gals.).
 CS1060
 CS1060.The modeled gravity was interpolated from observed gravity values.
 CS1060
 CS1060;                    North         East    Units  Estimated Accuracy
 CS1060;SPC TXNC     - 2,123,330.      765,140.      MT  (+/- 180 meters Scaled)
 CS1060
 CS1060                          SUPERSEDED SURVEY CONTROL
 CS1060
 CS1060  NGVD 29 (??/??/92)  126.498  (m)          415.02   (f) ADJ UNCH    1 2
 CS1060
 CS1060.Superseded values are not recommended for survey control.
 CS1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1060.See file dsdata.txt to determine how the superseded data were derived.
 CS1060
 CS1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB119276(NAD 83)
 CS1060_MARKER: DB = BENCH MARK DISK
 CS1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1060_STAMPING: M 289 1934
 CS1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1060+STABILITY: SURFACE MOTION
 CS1060
 CS1060  HISTORY     - Date     Condition        Report By
 CS1060  HISTORY     - 1934     MONUMENTED       CGS
 CS1060  HISTORY     - 1947     GOOD             NGS
 CS1060  HISTORY     - 1958     GOOD             NGS
 CS1060
 CS1060                          STATION DESCRIPTION
 CS1060
 CS1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1060'IN DALLAS.
 CS1060'AT DALLAS, ON THE BELT LINE RAILROAD ABOUT 6.4 MILES SOUTHEAST OF
 CS1060'UNION STATION, AT THE SCYENE ROAD CROSSING, 66.6 FEET EAST OF AND
 CS1060'ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK, 34.7 FEET NORTH OF THE
 CS1060'CENTER LINE OF SCYENE ROAD, 7.4 FEET NORTH OF A TELEPHONE POLE, 3.4
 CS1060'FEET WEST OF THE RIGHT OF WAY FENCE AND 1.0 FOOT NORTH OF A 4 X 4 IN.
 CS1060'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS1060'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 CS1060
 CS1060                          STATION RECOVERY (1958)
 CS1060
 CS1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0124 ***********************************************************************
 DO0124  DESIGNATION -  M 290
 DO0124  PID         -  DO0124
 DO0124  STATE/COUNTY-  TX/JACK
 DO0124  USGS QUAD   -  ANTELOPE (1981)
 DO0124
 DO0124                         *CURRENT SURVEY CONTROL
 DO0124  ___________________________________________________________________
 DO0124* NAD 83(1986)-  33 26 42.     (N)    098 22 21.     (W)     SCALED    
 DO0124* NAVD 88     -       313.598  (meters)    1028.86   (feet)  ADJUSTED  
 DO0124  ___________________________________________________________________
 DO0124  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DO0124  DYNAMIC HT  -         313.242 (meters)    1027.69  (feet)  COMP
 DO0124  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 DO0124
 DO0124  VERT ORDER  -  SECOND    CLASS 0
 DO0124
 DO0124.The horizontal coordinates were scaled from a topographic map and have
 DO0124.an estimated accuracy of +/- 6 seconds.
 DO0124
 DO0124.The orthometric height was determined by differential leveling
 DO0124.and adjusted by the National Geodetic Survey in June 1991..
 DO0124
 DO0124.The geoid height was determined by GEOID03.
 DO0124
 DO0124.The dynamic height is computed by dividing the NAVD 88
 DO0124.geopotential number by the normal gravity value computed on the
 DO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0124.degrees latitude (g = 980.6199 gals.).
 DO0124
 DO0124.The modeled gravity was interpolated from observed gravity values.
 DO0124
 DO0124;                    North         East    Units  Estimated Accuracy
 DO0124;SPC TXNC     - 2,197,210.      611,850.      MT  (+/- 180 meters Scaled)
 DO0124
 DO0124                          SUPERSEDED SURVEY CONTROL
 DO0124
 DO0124  NGVD 29 (??/??/92)  313.533  (m)         1028.65   (f) ADJ UNCH    2 0
 DO0124
 DO0124.Superseded values are not recommended for survey control.
 DO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0124.See file dsdata.txt to determine how the superseded data were derived.
 DO0124
 DO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC583007(NAD 83)
 DO0124_MARKER: DB = BENCH MARK DISK
 DO0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0124_STAMPING: M 290 1934 1028.453
 DO0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0124+STABILITY: SURFACE MOTION
 DO0124
 DO0124  HISTORY     - Date     Condition        Report By
 DO0124  HISTORY     - 1934     MONUMENTED       CGS
 DO0124  HISTORY     - 1961     GOOD             NGS
 DO0124  HISTORY     - 20010325 GOOD             USPSQD
 DO0124  HISTORY     - 20050416 GOOD             USPSQD
 DO0124
 DO0124                          STATION DESCRIPTION
 DO0124
 DO0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0124'0.4 MI NW FROM ANTELOPE.
 DO0124'ABOUT 0.4 MILE NORTHWEST ALONG BUSINESS LOOP 187 FROM THE POST OFFICE
 DO0124'AT ANTELOPE, 37 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 DO0124'SOUTH OF A FENCE, 3.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 DO0124'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DO0124'INCHES.
 DO0124
 DO0124                          STATION RECOVERY (2001)
 DO0124
 DO0124'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0124'RECOVERED IN GOOD CONDITION.
 DO0124
 DO0124                          STATION RECOVERY (2005)
 DO0124
 DO0124'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0097 ***********************************************************************
 CT0097  DESIGNATION -  M 291
 CT0097  PID         -  CT0097
 CT0097  STATE/COUNTY-  TX/PALO PINTO
 CT0097  USGS QUAD   -  WHITT (1984)
 CT0097
 CT0097                         *CURRENT SURVEY CONTROL
 CT0097  ___________________________________________________________________
 CT0097* NAD 83(1986)-  32 54 42.     (N)    098 05 29.     (W)     SCALED    
 CT0097* NAVD 88     -       310.184  (meters)    1017.66   (feet)  ADJUSTED  
 CT0097  ___________________________________________________________________
 CT0097  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CT0097  DYNAMIC HT  -         309.805 (meters)    1016.42  (feet)  COMP
 CT0097  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 CT0097
 CT0097  VERT ORDER  -  SECOND    CLASS 0
 CT0097
 CT0097.The horizontal coordinates were scaled from a topographic map and have
 CT0097.an estimated accuracy of +/- 6 seconds.
 CT0097
 CT0097.The orthometric height was determined by differential leveling
 CT0097.and adjusted by the National Geodetic Survey in June 1991..
 CT0097
 CT0097.The geoid height was determined by GEOID03.
 CT0097
 CT0097.The dynamic height is computed by dividing the NAVD 88
 CT0097.geopotential number by the normal gravity value computed on the
 CT0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0097.degrees latitude (g = 980.6199 gals.).
 CT0097
 CT0097.The modeled gravity was interpolated from observed gravity values.
 CT0097
 CT0097;                    North         East    Units  Estimated Accuracy
 CT0097;SPC TXNC     - 2,138,130.      638,220.      MT  (+/- 180 meters Scaled)
 CT0097
 CT0097                          SUPERSEDED SURVEY CONTROL
 CT0097
 CT0097  NGVD 29 (??/??/92)  310.088  (m)         1017.35   (f) ADJ UNCH    2 0
 CT0097
 CT0097.Superseded values are not recommended for survey control.
 CT0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0097.See file dsdata.txt to determine how the superseded data were derived.
 CT0097
 CT0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB849418(NAD 83)
 CT0097_MARKER: DB = BENCH MARK DISK
 CT0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0097_SP_SET: BUILDING
 CT0097_STAMPING: M 291 1934 1017.360
 CT0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0097
 CT0097  HISTORY     - Date     Condition        Report By
 CT0097  HISTORY     - 1934     MONUMENTED       CGS
 CT0097  HISTORY     - 1961     GOOD             NGS
 CT0097  HISTORY     - 19980822 GOOD             USPSQD
 CT0097  HISTORY     - 20050416 GOOD             USPSQD
 CT0097
 CT0097                          STATION DESCRIPTION
 CT0097
 CT0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0097'7.9 MI N FROM MINERAL WELLS.
 CT0097'ABOUT 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0097'MINERAL WELLS, THENCE 6.65 MILES NORTH ALONG U. S. HIGHWAY 281, THENCE
 CT0097'0.25 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.65 MILE NORTH ALONG
 CT0097'A GRADED DIRT ROAD, THENCE 0.1 MILE WEST ALONG A GRADED DIRT ROAD,
 CT0097'THENCE 0.25 MILE NORTH ALONG A GRADED DIRT ROAD, 0.8 FOOT SOUTH OF THE
 CT0097'NORTHEAST CORNER OF THE BRICK SCHOOL BUILDING IN THE SMALL SETTLEMENT
 CT0097'OF SALESVILLE, SET VERTICALLY IN THE EAST FACE OF THE FOUNDATION AT
 CT0097'THE NORTHEAST CORNER OF THE BUILDING, AND ABOUT 1 1/2 FEET ABOVE THE
 CT0097'GROUND.
 CT0097
 CT0097                          STATION RECOVERY (1998)
 CT0097
 CT0097'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0097'RECOVERED IN GOOD CONDITION.
 CT0097
 CT0097                          STATION RECOVERY (2005)
 CT0097
 CT0097'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1023 ***********************************************************************
 BZ1023  DESIGNATION -  M 292
 BZ1023  PID         -  BZ1023
 BZ1023  STATE/COUNTY-  TX/BOSQUE
 BZ1023  USGS QUAD   -  CLIFTON (1979)
 BZ1023
 BZ1023                         *CURRENT SURVEY CONTROL
 BZ1023  ___________________________________________________________________
 BZ1023* NAD 83(1986)-  31 51 46.     (N)    097 36 21.     (W)     SCALED    
 BZ1023* NAVD 88     -       211.423  (meters)     693.64   (feet)  ADJUSTED  
 BZ1023  ___________________________________________________________________
 BZ1023  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BZ1023  DYNAMIC HT  -         211.156 (meters)     692.77  (feet)  COMP
 BZ1023  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 BZ1023
 BZ1023  VERT ORDER  -  SECOND    CLASS 0
 BZ1023
 BZ1023.The horizontal coordinates were scaled from a topographic map and have
 BZ1023.an estimated accuracy of +/- 6 seconds.
 BZ1023
 BZ1023.The orthometric height was determined by differential leveling
 BZ1023.and adjusted by the National Geodetic Survey in June 1991..
 BZ1023
 BZ1023.The geoid height was determined by GEOID03.
 BZ1023
 BZ1023.The dynamic height is computed by dividing the NAVD 88
 BZ1023.geopotential number by the normal gravity value computed on the
 BZ1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1023.degrees latitude (g = 980.6199 gals.).
 BZ1023
 BZ1023.The modeled gravity was interpolated from observed gravity values.
 BZ1023
 BZ1023;                    North         East    Units  Estimated Accuracy
 BZ1023;SPC TX C     - 3,246,630.      958,090.      MT  (+/- 180 meters Scaled)
 BZ1023
 BZ1023                          SUPERSEDED SURVEY CONTROL
 BZ1023
 BZ1023  NGVD 29 (??/??/92)  211.385  (m)          693.52   (f) ADJ UNCH    2 0
 BZ1023
 BZ1023.Superseded values are not recommended for survey control.
 BZ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1023.See file dsdata.txt to determine how the superseded data were derived.
 BZ1023
 BZ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA318260(NAD 83)
 BZ1023_MARKER: DB = BENCH MARK DISK
 BZ1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1023_SP_SET: ABUTMENT
 BZ1023_STAMPING: M 292 1934
 BZ1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1023
 BZ1023  HISTORY     - Date     Condition        Report By
 BZ1023  HISTORY     - 1934     MONUMENTED       CGS
 BZ1023  HISTORY     - 1966     GOOD             NGS
 BZ1023  HISTORY     - 20010317 GOOD             USPSQD
 BZ1023
 BZ1023                          STATION DESCRIPTION
 BZ1023
 BZ1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1023'4.4 MI S FROM MERIDIAN.
 BZ1023'ABOUT 4.4 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1023'FROM THE STATION AT MERIDIAN, BOSQUE COUNTY, ABOUT 0.2 MILE NORTH OF
 BZ1023'MILEPOST 276, AT THE SOUTHEAST CORNER OF BRIDGE 276 IN., IN THE TOP OF
 BZ1023'THE ROCK ABUTMENT, AND 14 FEET EAST OF THE CENTER LINE OF THE TRACK. A
 BZ1023'STANDARD DISK, STAMPED M 292 1934.  NOTE-- TO REACH THE BENCH MARK
 BZ1023'FROM THE COURT HOUSE IN MERIDIAN, GO EAST 0.5 MILE ALONG STATE HIGHWAY
 BZ1023'22 TO THE JUNCTION OF F.M. HIGHWAY 1991, THENCE 5.2 MILES SOUTHEAST
 BZ1023'ALONG F.M. HIGHWAY 1991, THENCE WALK ABOUT 0.2 MILE SOUTHWEST TO
 BZ1023'RAILROAD AND SITE OF BENCH MARK.
 BZ1023
 BZ1023                          STATION RECOVERY (2001)
 BZ1023
 BZ1023'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2104 ***********************************************************************
 CS2104  DESIGNATION -  M 293
 CS2104  PID         -  CS2104
 CS2104  STATE/COUNTY-  TX/JOHNSON
 CS2104  USGS QUAD   -  KEENE (1978)
 CS2104
 CS2104                         *CURRENT SURVEY CONTROL
 CS2104  ___________________________________________________________________
 CS2104* NAD 83(1986)-  32 22 37.     (N)    097 19 50.     (W)     SCALED    
 CS2104* NAVD 88     -       257.367  (meters)     844.38   (feet)  ADJUSTED  
 CS2104  ___________________________________________________________________
 CS2104  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CS2104  DYNAMIC HT  -         257.056 (meters)     843.36  (feet)  COMP
 CS2104  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 CS2104
 CS2104  VERT ORDER  -  SECOND    CLASS 0
 CS2104
 CS2104.The horizontal coordinates were scaled from a topographic map and have
 CS2104.an estimated accuracy of +/- 6 seconds.
 CS2104
 CS2104.The orthometric height was determined by differential leveling
 CS2104.and adjusted by the National Geodetic Survey in June 1991..
 CS2104
 CS2104.The geoid height was determined by GEOID03.
 CS2104
 CS2104.The dynamic height is computed by dividing the NAVD 88
 CS2104.geopotential number by the normal gravity value computed on the
 CS2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2104.degrees latitude (g = 980.6199 gals.).
 CS2104
 CS2104.The modeled gravity was interpolated from observed gravity values.
 CS2104
 CS2104;                    North         East    Units  Estimated Accuracy
 CS2104;SPC TXNC     - 2,079,380.      710,040.      MT  (+/- 180 meters Scaled)
 CS2104
 CS2104                          SUPERSEDED SURVEY CONTROL
 CS2104
 CS2104  NGVD 29 (??/??/92)  257.337  (m)          844.28   (f) ADJ UNCH    2 0
 CS2104
 CS2104.Superseded values are not recommended for survey control.
 CS2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2104.See file dsdata.txt to determine how the superseded data were derived.
 CS2104
 CS2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA570834(NAD 83)
 CS2104_MARKER: DB = BENCH MARK DISK
 CS2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2104_STAMPING: M 293 1934
 CS2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2104+STABILITY: SURFACE MOTION
 CS2104
 CS2104  HISTORY     - Date     Condition        Report By
 CS2104  HISTORY     - 1934     MONUMENTED       CGS
 CS2104  HISTORY     - 1965     GOOD             NGS
 CS2104  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 CS2104  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2104  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2104  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS2104
 CS2104                          STATION DESCRIPTION
 CS2104
 CS2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2104'3.2 MI E FROM CLEBURNE.
 CS2104'ABOUT 3.8 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2104'FROM THE STATION AT CLEBURNE, JOHNSON COUNTY, 140 YARDS WEST OF
 CS2104'MILEPOST 4, 37 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, AND 22
 CS2104'FEET SOUTH OF THE CENTER LINE OF A ROAD.  A STANDARD DISK STAMPED M
 CS2104'293 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 2.2 MILE
 CS2104'EAST ALONG THE HIGHWAY FROM THE STOP LIGHT AT EAST HENDERSON AND
 CS2104'WASHINGTON AVENUE IN CLEBURNE TO A SIDE ROAD ON THE RIGHT, THENCE 0.6
 CS2104'MILE ALONG THE SIDE ROAD.  THENCE 0.4 MILE STRAIGHT AHEAD TO SITE OF
 CS2104'BENCH MARK, ABOUT 150 YARDS WEST OF MILE POST 4, 49 FEET NORTH OF THE
 CS2104'NORTH RAIL OF TRACKS, 22 FEET SOUTH OF THE CENTER LINE OF ROAD, 140
 CS2104'FEET NORTHWEST OF THE RAILROAD CROSSING, 18 FEET NORTHEAST OF A
 CS2104'TELEGRAPH POLE, AND 5 FEET WEST OF A FENCE CORNER.  THE MARK IS A 6 X
 CS2104'6 IN. CONCRETE POST AND PROJECTING ABOUT 4 INCHES.
 CS2104
 CS2104                          STATION RECOVERY (1994)
 CS2104
 CS2104'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2104'MARK NOT FOUND.
 CS2104
 CS2104                          STATION RECOVERY (1999)
 CS2104
 CS2104'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2104'MARK NOT FOUND.
 CS2104
 CS2104                          STATION RECOVERY (2004)
 CS2104
 CS2104'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS2104'MARK NOT FOUND.
 CS2104
 CS2104                          STATION RECOVERY (2005)
 CS2104
 CS2104'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS2104'MARK IS BELIEVED TO BE COVERED OR DESTROYED BY THE CONSTRUCTION OF NEW
 CS2104'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0756 ***********************************************************************
 CS0756  DESIGNATION -  M 294
 CS0756  PID         -  CS0756
 CS0756  STATE/COUNTY-  TX/ELLIS
 CS0756  USGS QUAD   -  ENNIS WEST (1978)
 CS0756
 CS0756                         *CURRENT SURVEY CONTROL
 CS0756  ___________________________________________________________________
 CS0756* NAD 83(1986)-  32 22 28.     (N)    096 43 10.     (W)     SCALED    
 CS0756* NAVD 88     -       152.863  (meters)     501.52   (feet)  ADJUSTED  
 CS0756  ___________________________________________________________________
 CS0756  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CS0756  DYNAMIC HT  -         152.685 (meters)     500.93  (feet)  COMP
 CS0756  MODELED GRAV-     979,468.2   (mgal)                       NAVD 88
 CS0756
 CS0756  VERT ORDER  -  SECOND    CLASS 0
 CS0756
 CS0756.The horizontal coordinates were scaled from a topographic map and have
 CS0756.an estimated accuracy of +/- 6 seconds.
 CS0756
 CS0756.The orthometric height was determined by differential leveling
 CS0756.and adjusted by the National Geodetic Survey in June 1991..
 CS0756
 CS0756.The geoid height was determined by GEOID03.
 CS0756
 CS0756.The dynamic height is computed by dividing the NAVD 88
 CS0756.geopotential number by the normal gravity value computed on the
 CS0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0756.degrees latitude (g = 980.6199 gals.).
 CS0756
 CS0756.The modeled gravity was interpolated from observed gravity values.
 CS0756
 CS0756;                    North         East    Units  Estimated Accuracy
 CS0756;SPC TXNC     - 2,079,910.      767,550.      MT  (+/- 180 meters Scaled)
 CS0756
 CS0756                          SUPERSEDED SURVEY CONTROL
 CS0756
 CS0756  NGVD 29 (??/??/92)  152.864  (m)          501.52   (f) ADJ UNCH    2 0
 CS0756
 CS0756.Superseded values are not recommended for survey control.
 CS0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0756.See file dsdata.txt to determine how the superseded data were derived.
 CS0756
 CS0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA145842(NAD 83)
 CS0756_MARKER: DB = BENCH MARK DISK
 CS0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0756_SP_SET: CULVERT
 CS0756_STAMPING: M 294 1934
 CS0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0756
 CS0756  HISTORY     - Date     Condition        Report By
 CS0756  HISTORY     - 1934     MONUMENTED       CGS
 CS0756  HISTORY     - 1966     GOOD             NGS
 CS0756  HISTORY     - 20020126 GOOD             USPSQD
 CS0756
 CS0756                          STATION DESCRIPTION
 CS0756
 CS0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0756'1.2 MI E FROM BOYCE.
 CS0756'1.2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0756'STATION AT BOYCE, ELLIS COUNTY, 100 FEET EAST OF MILEPOST 4, AT
 CS0756'CONCRETE CULVERT 3 C, AND IN THE TOP OF THE SOUTHWEST ABUTMENT.  A
 CS0756'STANDARD DISK, STAMPED M 294 1934.
 CS0756
 CS0756                          STATION RECOVERY (2002)
 CS0756
 CS0756'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0059 ***********************************************************************
 DN0059  DESIGNATION -  M 295
 DN0059  PID         -  DN0059
 DN0059  STATE/COUNTY-  TX/FANNIN
 DN0059  USGS QUAD   -  ECTOR (1984)
 DN0059
 DN0059                         *CURRENT SURVEY CONTROL
 DN0059  ___________________________________________________________________
 DN0059* NAD 83(1986)-  33 34 30.     (N)    096 15 39.     (W)     SCALED    
 DN0059* NAVD 88     -       203.562  (meters)     667.85   (feet)  ADJUSTED  
 DN0059  ___________________________________________________________________
 DN0059  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DN0059  DYNAMIC HT  -         203.345 (meters)     667.14  (feet)  COMP
 DN0059  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DN0059
 DN0059  VERT ORDER  -  SECOND    CLASS 0
 DN0059
 DN0059.The horizontal coordinates were scaled from a topographic map and have
 DN0059.an estimated accuracy of +/- 6 seconds.
 DN0059
 DN0059.The orthometric height was determined by differential leveling
 DN0059.and adjusted by the National Geodetic Survey in June 1991..
 DN0059
 DN0059.The geoid height was determined by GEOID03.
 DN0059
 DN0059.The dynamic height is computed by dividing the NAVD 88
 DN0059.geopotential number by the normal gravity value computed on the
 DN0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0059.degrees latitude (g = 980.6199 gals.).
 DN0059
 DN0059.The modeled gravity was interpolated from observed gravity values.
 DN0059
 DN0059;                    North         East    Units  Estimated Accuracy
 DN0059;SPC TXNC     - 2,213,830.      807,860.      MT  (+/- 180 meters Scaled)
 DN0059
 DN0059                          SUPERSEDED SURVEY CONTROL
 DN0059
 DN0059  NGVD 29 (??/??/92)  203.560  (m)          667.85   (f) ADJ UNCH    2 0
 DN0059
 DN0059.Superseded values are not recommended for survey control.
 DN0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0059.See file dsdata.txt to determine how the superseded data were derived.
 DN0059
 DN0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC542183(NAD 83)
 DN0059_MARKER: DB = BENCH MARK DISK
 DN0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0059_STAMPING: M 295 1934
 DN0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0059+STABILITY: SURFACE MOTION
 DN0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0059+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 DN0059
 DN0059  HISTORY     - Date     Condition        Report By
 DN0059  HISTORY     - 1934     MONUMENTED       CGS
 DN0059  HISTORY     - 1959     GOOD             NGS
 DN0059  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 DN0059  HISTORY     - 20021002 GOOD             INDIV
 DN0059
 DN0059                          STATION DESCRIPTION
 DN0059
 DN0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0059'0.7 MI E FROM ECTOR.
 DN0059'THIS MARK WAS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION IS
 DN0059'AS FOLLOWS.  ABOUT 0.7 MILE EAST OF THE MAIN CROSS ROADS IN ECTOR, 7
 DN0059'FEET SOUTH OF MP NO. 133 ALONG THE T. AND P.R.R. AND 0.1 MILE NORTH OF
 DN0059'U.S. HIGHWAY NO. 82.  IT IS ABOUT 3 FEET NORTH OF THE SOUTH
 DN0059'RIGHT-OF-WAY FENCE LINE OF THE RAILROAD, 0.1 MILE WEST OF A RAILROAD
 DN0059'BRIDGE, 100 YARDS NORTHWEST OF A BARN AND CORRALS AND ALONG THE NORTH
 DN0059'SIDE OF A SMALL FIELD.  A LANE ENTERS THE BARNYARD FROM THE HIGHWAY
 DN0059'THROUGH AN IRON GATE.  A STANDARD DISK STAMPED M 295 1934 IN A
 DN0059'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 DN0059
 DN0059                          STATION RECOVERY (1994)
 DN0059
 DN0059'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0059'MARK NOT FOUND.
 DN0059
 DN0059                          STATION RECOVERY (2002)
 DN0059
 DN0059'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0059'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1959 NGS SURVEY.
 DN0059'DESCRIPTION IS ADEQUATE WITH CORRECTED COORDINATES OF (N 33 34.525 W
 DN0059'96 15.683) BY DAWGIES OF GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0134 ***********************************************************************
 CR0134  DESIGNATION -  M 296
 CR0134  PID         -  CR0134
 CR0134  STATE/COUNTY-  TX/RUSK
 CR0134  USGS QUAD   -  HENDERSON (1973)
 CR0134
 CR0134                         *CURRENT SURVEY CONTROL
 CR0134  ___________________________________________________________________
 CR0134* NAD 83(1986)-  32 13 00.     (N)    094 52 26.     (W)     SCALED    
 CR0134* NAVD 88     -       152.709  (meters)     501.01   (feet)  ADJUSTED  
 CR0134  ___________________________________________________________________
 CR0134  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0134  DYNAMIC HT  -         152.530 (meters)     500.43  (feet)  COMP
 CR0134  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 CR0134
 CR0134  VERT ORDER  -  SECOND    CLASS 0
 CR0134
 CR0134.The horizontal coordinates were scaled from a topographic map and have
 CR0134.an estimated accuracy of +/- 6 seconds.
 CR0134
 CR0134.The orthometric height was determined by differential leveling
 CR0134.and adjusted by the National Geodetic Survey in June 1991..
 CR0134
 CR0134.The geoid height was determined by GEOID03.
 CR0134
 CR0134.The dynamic height is computed by dividing the NAVD 88
 CR0134.geopotential number by the normal gravity value computed on the
 CR0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0134.degrees latitude (g = 980.6199 gals.).
 CR0134
 CR0134.The modeled gravity was interpolated from observed gravity values.
 CR0134
 CR0134;                    North         East    Units  Estimated Accuracy
 CR0134;SPC TXNC     - 2,066,890.      941,760.      MT  (+/- 180 meters Scaled)
 CR0134
 CR0134                          SUPERSEDED SURVEY CONTROL
 CR0134
 CR0134  NGVD 29 (??/??/92)  152.728  (m)          501.08   (f) ADJ UNCH    2 0
 CR0134
 CR0134.Superseded values are not recommended for survey control.
 CR0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0134.See file dsdata.txt to determine how the superseded data were derived.
 CR0134
 CR0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR234659(NAD 83)
 CR0134_MARKER: DB = BENCH MARK DISK
 CR0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0134_STAMPING: M 296 1934
 CR0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0134+STABILITY: SURFACE MOTION
 CR0134
 CR0134  HISTORY     - Date     Condition        Report By
 CR0134  HISTORY     - 1934     MONUMENTED       CGS
 CR0134  HISTORY     - 1943     GOOD             NGS
 CR0134  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0134
 CR0134                          STATION DESCRIPTION
 CR0134
 CR0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CR0134'6.9 MI NW FROM HENDERSON.
 CR0134'6.9 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE HIGH
 CR0134'SCHOOL AT HENDERSON, RUSK COUNTY, 7 POLES EAST OF MILEPOST 8, AT A
 CR0134'ROAD CROSSING, 45 FEET EAST OF THE ROAD, 20 FEET SOUTH OF THE
 CR0134'CENTERLINE OF THE TRACK, 5 FEET NORTHEAST OF A POLE, IN LINE WITH THE
 CR0134'ROW OF POLES, AND ABOUT 1 FOOT HIGHER THAN THE RAIL.  A STANDARD DISK,
 CR0134'STAMPED M 296 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- R.R.
 CR0134'CONSTR. IN AREA.
 CR0134
 CR0134                          STATION RECOVERY (1973)
 CR0134
 CR0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0099 ***********************************************************************
 BY0099  DESIGNATION -  M 297
 BY0099  PID         -  BY0099
 BY0099  STATE/COUNTY-  TX/SHELBY
 BY0099  USGS QUAD   -  TIMPSON (1984)
 BY0099
 BY0099                         *CURRENT SURVEY CONTROL
 BY0099  ___________________________________________________________________
 BY0099* NAD 83(1986)-  31 54 43.     (N)    094 25 20.     (W)     SCALED    
 BY0099* NAVD 88     -       121.655  (meters)     399.13   (feet)  ADJUSTED  
 BY0099  ___________________________________________________________________
 BY0099  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BY0099  DYNAMIC HT  -         121.509 (meters)     398.65  (feet)  COMP
 BY0099  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BY0099
 BY0099  VERT ORDER  -  SECOND    CLASS 0
 BY0099
 BY0099.The horizontal coordinates were scaled from a topographic map and have
 BY0099.an estimated accuracy of +/- 6 seconds.
 BY0099
 BY0099.The orthometric height was determined by differential leveling
 BY0099.and adjusted by the National Geodetic Survey in June 1991..
 BY0099
 BY0099.The geoid height was determined by GEOID03.
 BY0099
 BY0099.The dynamic height is computed by dividing the NAVD 88
 BY0099.geopotential number by the normal gravity value computed on the
 BY0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0099.degrees latitude (g = 980.6199 gals.).
 BY0099
 BY0099.The modeled gravity was interpolated from observed gravity values.
 BY0099
 BY0099;                    North         East    Units  Estimated Accuracy
 BY0099;SPC TX C     - 3,263,760.    1,258,830.      MT  (+/- 180 meters Scaled)
 BY0099
 BY0099                          SUPERSEDED SURVEY CONTROL
 BY0099
 BY0099  NGVD 29 (??/??/92)  121.663  (m)          399.16   (f) ADJ UNCH    2 0
 BY0099
 BY0099.Superseded values are not recommended for survey control.
 BY0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0099.See file dsdata.txt to determine how the superseded data were derived.
 BY0099
 BY0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR655315(NAD 83)
 BY0099_MARKER: DB = BENCH MARK DISK
 BY0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0099_STAMPING: M 297 1934
 BY0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0099+STABILITY: SURFACE MOTION
 BY0099
 BY0099  HISTORY     - Date     Condition        Report By
 BY0099  HISTORY     - 1934     MONUMENTED       CGS
 BY0099  HISTORY     - 1957     MARK NOT FOUND   NGS
 BY0099  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0099
 BY0099                          STATION DESCRIPTION
 BY0099
 BY0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BY0099'2.0 MI NW FROM TIMPSON.
 BY0099'2.0 MILES NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE TEXAS AND NEW
 BY0099'ORLEANS RAILROAD STATION AT TIMPSON, SHELBY COUNTY, 500 FEET SOUTHEAST
 BY0099'OF A DIRT ROAD LEADING NORTHWEST, 70 FEET SOUTH OF A SMALL CULVERT, 52
 BY0099'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT OUTSIDE THE
 BY0099'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A
 BY0099'STANDARD DISK, STAMPED M 297 1934 AND SET IN THE TOP OF A CONCRETE
 BY0099'POST.
 BY0099
 BY0099                          STATION RECOVERY (1979)
 BY0099
 BY0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0099'MAY HAVE BEEN DESTROYED IN THE RECONSTRUCTION OF U.S. HIGHWAY 84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0669 ***********************************************************************
 BY0669  DESIGNATION -  M 298
 BY0669  PID         -  BY0669
 BY0669  STATE/COUNTY-  TX/ANGELINA
 BY0669  USGS QUAD   -  CLAWSON (1980)
 BY0669
 BY0669                         *CURRENT SURVEY CONTROL
 BY0669  ___________________________________________________________________
 BY0669* NAD 83(1986)-  31 24 29.     (N)    094 48 20.     (W)     SCALED    
 BY0669* NAVD 88     -       110.42   (+/-2cm)     362.3    (feet)  VERTCON   
 BY0669  ___________________________________________________________________
 BY0669  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY0669
 BY0669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0669
 BY0669.The horizontal coordinates were scaled from a topographic map and have
 BY0669.an estimated accuracy of +/- 6 seconds.
 BY0669
 BY0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0669.The vertical order pertains to the NGVD 29 superseded value.
 BY0669
 BY0669.The geoid height was determined by GEOID03.
 BY0669
 BY0669;                    North         East    Units  Estimated Accuracy
 BY0669;SPC TX C     - 3,206,100.    1,225,400.      MT  (+/- 180 meters Scaled)
 BY0669
 BY0669                          SUPERSEDED SURVEY CONTROL
 BY0669
 BY0669  NGVD 29 (??/??/92)  110.477  (m)          362.46   (f) ADJ UNCH    2 0
 BY0669
 BY0669.Superseded values are not recommended for survey control.
 BY0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0669.See file dsdata.txt to determine how the superseded data were derived.
 BY0669
 BY0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ283762(NAD 83)
 BY0669_MARKER: DB = BENCH MARK DISK
 BY0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0669_STAMPING: M 298 1934
 BY0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0669+STABILITY: SURFACE MOTION
 BY0669
 BY0669  HISTORY     - Date     Condition        Report By
 BY0669  HISTORY     - 1934     MONUMENTED       CGS
 BY0669  HISTORY     - 1939     GOOD             NGS
 BY0669
 BY0669                          STATION DESCRIPTION
 BY0669
 BY0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0669'7.0 MI NW FROM LUFKIN.
 BY0669'7.0 MILES NW OF AND ALONG THE ST. L. AND S.W. R. R. 25 FEET NE OF THE
 BY0669'CENTER OF THE TRACK.  CLOSE TO BASE OF MILE POST 629/15.  200 YARDS NW
 BY0669'OF CATTLE GUARD AND CROSSING.
 BY0669
 BY0669                          STATION RECOVERY (1939)
 BY0669
 BY0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 BY0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0108 ***********************************************************************
 BY0108  DESIGNATION -  M 299
 BY0108  PID         -  BY0108
 BY0108  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0108  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0108
 BY0108                         *CURRENT SURVEY CONTROL
 BY0108  ___________________________________________________________________
 BY0108* NAD 83(1986)-  31 30 25.     (N)    094 15 37.     (W)     SCALED    
 BY0108* NAVD 88     -        83.08   (+/-2cm)     272.6    (feet)  VERTCON   
 BY0108  ___________________________________________________________________
 BY0108  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY0108
 BY0108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0108
 BY0108.The horizontal coordinates were scaled from a topographic map and have
 BY0108.an estimated accuracy of +/- 6 seconds.
 BY0108
 BY0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0108.The vertical order pertains to the NGVD 29 superseded value.
 BY0108
 BY0108.The geoid height was determined by GEOID03.
 BY0108
 BY0108;                    North         East    Units  Estimated Accuracy
 BY0108;SPC TX C     - 3,219,750.    1,276,580.      MT  (+/- 180 meters Scaled)
 BY0108
 BY0108                          SUPERSEDED SURVEY CONTROL
 BY0108
 BY0108  NGVD 29 (??/??/92)   83.11   (m)          272.7    (f) COMPUTED    2 0
 BY0108
 BY0108.Superseded values are not recommended for survey control.
 BY0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0108.See file dsdata.txt to determine how the superseded data were derived.
 BY0108
 BY0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ803864(NAD 83)
 BY0108_MARKER: DB = BENCH MARK DISK
 BY0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0108_STAMPING: M 299 1934
 BY0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0108+STABILITY: SURFACE MOTION
 BY0108
 BY0108  HISTORY     - Date     Condition        Report By
 BY0108  HISTORY     - 1934     MONUMENTED       CGS
 BY0108  HISTORY     - 1952     GOOD             NGS
 BY0108  HISTORY     - 1958     MARK NOT FOUND   USGS
 BY0108  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0108
 BY0108                          STATION DESCRIPTION
 BY0108
 BY0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0108'5.8 MI E FROM CHIRENO.
 BY0108'IN SAN ANGUSTINE COUNTY, 5.8 MILES EAST ALONG STATE HIGHWAY 21 FROM
 BY0108'ITS JUNCTION WITH THE BUSINESS ROUTE OF THE HIGHWAY AT CHIRENO,
 BY0108'NACOGDOCHES COUNTY, 140 YARDS EAST OF A SMALL CULVERT, ON A LONG
 BY0108'DOWNWARD GRADE ON THE HIGHWAY, 43 FEET SOUTH OF THE CENTERLINE OF THE
 BY0108'HIGHWAY, AND NEAR THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 BY0108'CONCRETE POST.  NOTE-- IT MAY HAVE BEEN DESTROYED WHEN THE HIGHWAY WAS
 BY0108'WIDENED.
 BY0108
 BY0108                          STATION RECOVERY (1958)
 BY0108
 BY0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BY0108'MARK NOT FOUND.
 BY0108
 BY0108                          STATION RECOVERY (1998)
 BY0108
 BY0108'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0166 ***********************************************************************
 AB0166  DESIGNATION -  M 3
 AB0166  PID         -  AB0166
 AB0166  STATE/COUNTY-  TX/CAMERON
 AB0166  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0166
 AB0166                         *CURRENT SURVEY CONTROL
 AB0166  ___________________________________________________________________
 AB0166* NAD 83(1986)-  25 55 59.     (N)    097 31 51.     (W)     SCALED    
 AB0166* NAVD 88     -        11.188  (meters)      36.71   (feet)  ADJUSTED  
 AB0166  ___________________________________________________________________
 AB0166  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 AB0166  DYNAMIC HT  -          11.170 (meters)      36.65  (feet)  COMP
 AB0166  MODELED GRAV-     979,026.4   (mgal)                       NAVD 88
 AB0166
 AB0166  VERT ORDER  -  SECOND    CLASS 0
 AB0166
 AB0166.The horizontal coordinates were scaled from a topographic map and have
 AB0166.an estimated accuracy of +/- 6 seconds.
 AB0166
 AB0166.The orthometric height was determined by differential leveling
 AB0166.and adjusted by the National Geodetic Survey in June 1991..
 AB0166
 AB0166.The geoid height was determined by GEOID03.
 AB0166
 AB0166.The dynamic height is computed by dividing the NAVD 88
 AB0166.geopotential number by the normal gravity value computed on the
 AB0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0166.degrees latitude (g = 980.6199 gals.).
 AB0166
 AB0166.The modeled gravity was interpolated from observed gravity values.
 AB0166
 AB0166;                    North         East    Units  Estimated Accuracy
 AB0166;SPC TX S     - 5,029,890.      397,090.      MT  (+/- 180 meters Scaled)
 AB0166
 AB0166                          SUPERSEDED SURVEY CONTROL
 AB0166
 AB0166  NGVD 29 (??/??/92)   11.273  (m)           36.98   (f) ADJ UNCH    2 0
 AB0166
 AB0166.Superseded values are not recommended for survey control.
 AB0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0166.See file dsdata.txt to determine how the superseded data were derived.
 AB0166
 AB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP471690(NAD 83)
 AB0166_MARKER: DD = SURVEY DISK
 AB0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0166_SP_SET: CULVERT
 AB0166_STAMPING: M 3 36.80
 AB0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0166
 AB0166  HISTORY     - Date     Condition        Report By
 AB0166  HISTORY     - UNK      MONUMENTED
 AB0166  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0166
 AB0166                          STATION DESCRIPTION
 AB0166
 AB0166'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0166'2.5 MI NW FROM BROWNSVILLE.
 AB0166'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0166'AT BROWNSVILLE, CAMERON COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING
 AB0166'SOUTHWEST, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 15.2
 AB0166'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT A 4- BY 4-FOOT
 AB0166'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0166'THE SOUTHWEST HEADWALL, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0871 ***********************************************************************
 AB0871  DESIGNATION -  M 30
 AB0871  PID         -  AB0871
 AB0871  STATE/COUNTY-  TX/CAMERON
 AB0871  USGS QUAD   -  LA PALOMA (1970)
 AB0871
 AB0871                         *CURRENT SURVEY CONTROL
 AB0871  ___________________________________________________________________
 AB0871* NAD 83(1986)-  26 02 39.     (N)    097 39 52.     (W)     SCALED    
 AB0871* NAVD 88     -        15.972  (meters)      52.40   (feet)  ADJUSTED  
 AB0871  ___________________________________________________________________
 AB0871  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AB0871  DYNAMIC HT  -          15.946 (meters)      52.32  (feet)  COMP
 AB0871  MODELED GRAV-     979,022.6   (mgal)                       NAVD 88
 AB0871
 AB0871  VERT ORDER  -  SECOND    CLASS 0
 AB0871
 AB0871.The horizontal coordinates were scaled from a topographic map and have
 AB0871.an estimated accuracy of +/- 6 seconds.
 AB0871
 AB0871.The orthometric height was determined by differential leveling
 AB0871.and adjusted by the National Geodetic Survey in June 1991..
 AB0871
 AB0871.The geoid height was determined by GEOID03.
 AB0871
 AB0871.The dynamic height is computed by dividing the NAVD 88
 AB0871.geopotential number by the normal gravity value computed on the
 AB0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0871.degrees latitude (g = 980.6199 gals.).
 AB0871
 AB0871.The modeled gravity was interpolated from observed gravity values.
 AB0871
 AB0871;                    North         East    Units  Estimated Accuracy
 AB0871;SPC TX S     - 5,042,100.      383,630.      MT  (+/- 180 meters Scaled)
 AB0871
 AB0871                          SUPERSEDED SURVEY CONTROL
 AB0871
 AB0871  NGVD 29 (??/??/92)   16.074  (m)           52.74   (f) ADJ UNCH    2 0
 AB0871
 AB0871.Superseded values are not recommended for survey control.
 AB0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0871.See file dsdata.txt to determine how the superseded data were derived.
 AB0871
 AB0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP336812(NAD 83)
 AB0871_MARKER: DD = SURVEY DISK
 AB0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0871_SP_SET: CULVERT
 AB0871_STAMPING: M 30 52.75
 AB0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0871+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2004
 AB0871
 AB0871  HISTORY     - Date     Condition        Report By
 AB0871  HISTORY     - UNK      MONUMENTED
 AB0871  HISTORY     - 1958     GOOD             DOD
 AB0871  HISTORY     - 20041217 GOOD             INDIV
 AB0871
 AB0871                          STATION DESCRIPTION
 AB0871
 AB0871'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AB0871'14.3 MI NW FROM BROWNSVILLE.
 AB0871'49 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF CURVE IN HIGHWAY AND IS
 AB0871'2.4 FEET HIGHER IN ELEVATION, 455 FEET EAST OF THE INTERSECTION
 AB0871'CENTERLINES OF EAST-WEST HIGHWAY AND ROAD NORTHWEST AND IS 2.2 FEET
 AB0871'HIGHER IN ELEVATION, 565 FEET WEST OF THE INTERSECTION CENTERLINES OF
 AB0871'WEST-NORTHWEST-EAST-SOUTHEAST HIGHWAY AND NORTHWEST-SOUTHEAST FARM
 AB0871'ROAD, AND IS 2.7 FEET HIGHER IN ELEVATION, SET IN A 4X4 FOOT VERTICAL
 AB0871'BOX CULVERT.  NOTE-- TO REACH FROM THE BROWNSVILLE JR. HIGH SCHOOL,
 AB0871'PROCEED 14.3 MILES NORTHWESTERLY ALONG STATE HIGHWAY NO. 48.  MARK IS
 AB0871'ABOUT 150.0 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 AB0871'SOUTHEAST LA PALOMA TOWN SIGN.
 AB0871
 AB0871                          STATION RECOVERY (2004)
 AB0871
 AB0871'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SR)
 AB0871'RECOVERED BY AGH CONSULTING, BROWNSVILLE TX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0268 ***********************************************************************
 AZ0268  DESIGNATION -  M 30
 AZ0268  PID         -  AZ0268
 AZ0268  STATE/COUNTY-  TX/VAL VERDE
 AZ0268  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0268
 AZ0268                         *CURRENT SURVEY CONTROL
 AZ0268  ___________________________________________________________________
 AZ0268* NAD 83(1986)-  29 35 43.     (N)    101 07 29.     (W)     SCALED    
 AZ0268* NAVD 88     -       401.225  (meters)    1316.35   (feet)  POSTED    
 AZ0268  ___________________________________________________________________
 AZ0268  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 AZ0268  DYNAMIC HT  -         400.640 (meters)    1314.43  (feet)  COMP
 AZ0268  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 AZ0268
 AZ0268  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0268
 AZ0268.The horizontal coordinates were scaled from a topographic map and have
 AZ0268.an estimated accuracy of +/- 6 seconds.
 AZ0268
 AZ0268.The orthometric height was determined by differential leveling
 AZ0268.and adjusted by the National Geodetic Survey in 1992..
 AZ0268.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0268.rate of 0.0 thru 1.0 mm/km.
 AZ0268
 AZ0268.The geoid height was determined by GEOID03.
 AZ0268
 AZ0268.The dynamic height is computed by dividing the NAVD 88
 AZ0268.geopotential number by the normal gravity value computed on the
 AZ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0268.degrees latitude (g = 980.6199 gals.).
 AZ0268
 AZ0268.The modeled gravity was interpolated from observed gravity values.
 AZ0268
 AZ0268;                    North         East    Units  Estimated Accuracy
 AZ0268;SPC TXSC     - 4,197,140.      394,200.      MT  (+/- 180 meters Scaled)
 AZ0268
 AZ0268                          SUPERSEDED SURVEY CONTROL
 AZ0268
 AZ0268  NGVD 29 (??/??/92)  401.129  (m)         1316.04   (f) ADJ UNCH    1 2
 AZ0268
 AZ0268.Superseded values are not recommended for survey control.
 AZ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0268.See file dsdata.txt to determine how the superseded data were derived.
 AZ0268
 AZ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT942758(NAD 83)
 AZ0268_MARKER: DB = BENCH MARK DISK
 AZ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0268_STAMPING: M 30 1917 ELEV 1316.037 FT
 AZ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0268+STABILITY: SURFACE MOTION
 AZ0268
 AZ0268  HISTORY     - Date     Condition        Report By
 AZ0268  HISTORY     - 1917     MONUMENTED       CGS
 AZ0268  HISTORY     - 1958     GOOD             NGS
 AZ0268  HISTORY     - 1963     MARK NOT FOUND   NGS
 AZ0268
 AZ0268                          STATION DESCRIPTION
 AZ0268
 AZ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0268'7.6 MI SE FROM COMSTOCK.
 AZ0268'ABOUT 7.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0268'FROM THE STATION AT COMSTOCK, 5 FEET SOUTH OF MILEPOST 406, 33 1/2
 AZ0268'FEET WEST OF THE WEST RAIL, 14 FEET EAST OF A FENCE, ABOUT 2 FEET
 AZ0268'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 AZ0268'PROJECTING 6 INCHES.
 AZ0268
 AZ0268                          STATION RECOVERY (1963)
 AZ0268
 AZ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AZ0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0480 ***********************************************************************
 DO0480  DESIGNATION -  M 30
 DO0480  PID         -  DO0480
 DO0480  STATE/COUNTY-  TX/HASKELL
 DO0480  USGS QUAD   -  RULE (1968)
 DO0480
 DO0480                         *CURRENT SURVEY CONTROL
 DO0480  ___________________________________________________________________
 DO0480* NAD 83(1986)-  33 11 07.     (N)    099 53 37.     (W)     SCALED    
 DO0480* NAVD 88     -       512.521  (meters)    1681.50   (feet)  ADJUSTED  
 DO0480  ___________________________________________________________________
 DO0480  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DO0480  DYNAMIC HT  -         511.886 (meters)    1679.41  (feet)  COMP
 DO0480  MODELED GRAV-     979,383.5   (mgal)                       NAVD 88
 DO0480
 DO0480  VERT ORDER  -  FIRST     CLASS II
 DO0480
 DO0480.The horizontal coordinates were scaled from a topographic map and have
 DO0480.an estimated accuracy of +/- 6 seconds.
 DO0480
 DO0480.The orthometric height was determined by differential leveling
 DO0480.and adjusted by the National Geodetic Survey in June 1991..
 DO0480.WARNING-Repeat measurements at this control monument indicate possible
 DO0480.vertical movement.
 DO0480
 DO0480.The geoid height was determined by GEOID03.
 DO0480
 DO0480.The dynamic height is computed by dividing the NAVD 88
 DO0480.geopotential number by the normal gravity value computed on the
 DO0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0480.degrees latitude (g = 980.6199 gals.).
 DO0480
 DO0480.The modeled gravity was interpolated from observed gravity values.
 DO0480
 DO0480;                    North         East    Units  Estimated Accuracy
 DO0480;SPC TXNC     - 2,169,260.      470,060.      MT  (+/- 180 meters Scaled)
 DO0480
 DO0480                          SUPERSEDED SURVEY CONTROL
 DO0480
 DO0480  NGVD 29 (??/??/92)  512.344  (m)         1680.92   (f) ADJ UNCH    1 2
 DO0480
 DO0480.Superseded values are not recommended for survey control.
 DO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0480.See file dsdata.txt to determine how the superseded data were derived.
 DO0480
 DO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB166721(NAD 83)
 DO0480_MARKER: DD = SURVEY DISK
 DO0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0480_SP_SET: FOUNDATION
 DO0480_STAMPING: 1680.869 M 30 1925
 DO0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0480
 DO0480  HISTORY     - Date     Condition        Report By
 DO0480  HISTORY     - 1925     MONUMENTED       USGS
 DO0480  HISTORY     - 1958     GOOD             NGS
 DO0480  HISTORY     - 1978     GOOD             DOD
 DO0480
 DO0480                          STATION DESCRIPTION
 DO0480
 DO0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0480'IN RULE.
 DO0480'AT RULE, HASKELL COUNTY, NEAR PANHANDLE AND SANTA FE RAILWAY MILEPOST
 DO0480'580, 36 FEET NORTH OF THE NORTHEAST CORNER OF THE CITY HALL, AND IN
 DO0480'THE NORTHEAST FOUNDATION PEDESTAL OF THE TOWN WATER TOWER.  A U. S.
 DO0480'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1680.869 M 30 1925.
 DO0480
 DO0480                          STATION RECOVERY (1978)
 DO0480
 DO0480'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 DO0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2122 ***********************************************************************
 BY2122  DESIGNATION -  M 300 RESET 1958
 BY2122  PID         -  BY2122
 BY2122  STATE/COUNTY-  TX/FREESTONE
 BY2122  USGS QUAD   -  BUTLER (1964)
 BY2122
 BY2122                         *CURRENT SURVEY CONTROL
 BY2122  ___________________________________________________________________
 BY2122* NAD 83(1986)-  31 40 21.     (N)    095 57 48.     (W)     SCALED    
 BY2122* NAVD 88     -       110.81   (+/-2cm)     363.5    (feet)  VERTCON   
 BY2122  ___________________________________________________________________
 BY2122  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BY2122
 BY2122  VERT ORDER  -  THIRD (See Below)
 BY2122
 BY2122.The horizontal coordinates were scaled from a topographic map and have
 BY2122.an estimated accuracy of +/- 6 seconds.
 BY2122
 BY2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2122.The vertical order pertains to the NGVD 29 superseded value.
 BY2122
 BY2122.The geoid height was determined by GEOID03.
 BY2122
 BY2122;                    North         East    Units  Estimated Accuracy
 BY2122;SPC TX C     - 3,230,500.    1,114,270.      MT  (+/- 180 meters Scaled)
 BY2122
 BY2122                          SUPERSEDED SURVEY CONTROL
 BY2122
 BY2122  NGVD 29 (??/??/??)  110.80   (m)          363.5    (f) RESET       3  
 BY2122
 BY2122.Superseded values are not recommended for survey control.
 BY2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2122.See file dsdata.txt to determine how the superseded data were derived.
 BY2122
 BY2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR190079(NAD 83)
 BY2122_MARKER: DB = BENCH MARK DISK
 BY2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2122_STAMPING: M 300 RESET 1958
 BY2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2122+STABILITY: SURFACE MOTION
 BY2122
 BY2122  HISTORY     - Date     Condition        Report By
 BY2122  HISTORY     - 1958     MONUMENTED       CGS
 BY2122
 BY2122                          STATION DESCRIPTION
 BY2122
 BY2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2122'12.0 MI SE FROM FAIRFIELD.
 BY2122'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 84 FROM THE COURT
 BY2122'HOUSE IN FAIRFIELD, 0.4 MILE WEST FROM THE JUNCTION OF HIGHWAY NO.
 BY2122'489, ABOUT 64 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND HIGHWAY
 BY2122'STA. 1743 + 45, IN THE FRONT LAWN OF THE RED LAKE FISH CLUB.  IT IS 35
 BY2122'YARDS EAST OF THE CLUB MESS HALL AND 65 YARDS EAST OF THE CLUB
 BY2122'ENTRANCE ROAD.  A STANDARD DISK STAMPED M 300 RESET 1958 IN A CONCRETE
 BY2122'POST PROJECTING ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2044 ***********************************************************************
 CS2044  DESIGNATION -  M 301
 CS2044  PID         -  CS2044
 CS2044  STATE/COUNTY-  TX/HILL
 CS2044  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2044
 CS2044                         *CURRENT SURVEY CONTROL
 CS2044  ___________________________________________________________________
 CS2044* NAD 83(1986)-  32 07 22.     (N)    097 08 09.     (W)     SCALED    
 CS2044* NAVD 88     -       210.611  (meters)     690.98   (feet)  ADJUSTED  
 CS2044  ___________________________________________________________________
 CS2044  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CS2044  DYNAMIC HT  -         210.352 (meters)     690.13  (feet)  COMP
 CS2044  MODELED GRAV-     979,406.2   (mgal)                       NAVD 88
 CS2044
 CS2044  VERT ORDER  -  FIRST     CLASS II
 CS2044
 CS2044.The horizontal coordinates were scaled from a topographic map and have
 CS2044.an estimated accuracy of +/- 6 seconds.
 CS2044
 CS2044.The orthometric height was determined by differential leveling
 CS2044.and adjusted by the National Geodetic Survey in June 1991..
 CS2044.WARNING-Repeat measurements at this control monument indicate possible
 CS2044.vertical movement.
 CS2044
 CS2044.The geoid height was determined by GEOID03.
 CS2044
 CS2044.The dynamic height is computed by dividing the NAVD 88
 CS2044.geopotential number by the normal gravity value computed on the
 CS2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2044.degrees latitude (g = 980.6199 gals.).
 CS2044
 CS2044.The modeled gravity was interpolated from observed gravity values.
 CS2044
 CS2044;                    North         East    Units  Estimated Accuracy
 CS2044;SPC TXNC     - 2,051,420.      728,730.      MT  (+/- 180 meters Scaled)
 CS2044
 CS2044                          SUPERSEDED SURVEY CONTROL
 CS2044
 CS2044  NGVD 29 (??/??/92)  210.578  (m)          690.87   (f) ADJ UNCH    1 2
 CS2044
 CS2044.Superseded values are not recommended for survey control.
 CS2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2044.See file dsdata.txt to determine how the superseded data were derived.
 CS2044
 CS2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA758555(NAD 83)
 CS2044_MARKER: DB = BENCH MARK DISK
 CS2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2044_STAMPING: M 301 1934
 CS2044_MARK LOGO: CGS   
 CS2044_PROJECTION: PROJECTING 10 CENTIMETERS
 CS2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2044+STABILITY: SURFACE MOTION
 CS2044
 CS2044  HISTORY     - Date     Condition        Report By
 CS2044  HISTORY     - 1934     MONUMENTED       CGS
 CS2044  HISTORY     - 1983     GOOD             NGS
 CS2044  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2044  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 CS2044
 CS2044                          STATION DESCRIPTION
 CS2044
 CS2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS2044'2.7 MI S FROM ITASCA.
 CS2044'2.7 MI S OF AND ALONG THE M K AND T R R DIRECTLY OPPOSITE MILE POST
 CS2044'804.  35 FEET W OF CENTER OF MAIN TRACK.  45 FEET E OF CENTER OF US
 CS2044'HWY 81.
 CS2044
 CS2044                          STATION RECOVERY (1983)
 CS2044
 CS2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2044'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  12.7 KM (7.9
 CS2044'MI) NORTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM THE
 CS2044'RAILROAD STATION IN HILLSBORO, 19.8 METERS (65.0 FT) WEST OF MILEPOST
 CS2044'804, 13.8 METERS (45.3 FT) EAST OF THE CENTER OF A PAVED ROAD AND 10.1
 CS2044'METERS (33.1 FT) WEST OF THE NEAR RAIL.  NOTE=THE CORNERS HAVE BEEN
 CS2044'CHIPPED OFF THE MONUMENT BUT IT IS SOLID IN THE GROUND.
 CS2044'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CS2044'THE MARK IS 0.3 M BELOW THE TRACKS.
 CS2044
 CS2044                          STATION RECOVERY (1995)
 CS2044
 CS2044'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2044'MARK NOT FOUND.
 CS2044
 CS2044                          STATION RECOVERY (2003)
 CS2044
 CS2044'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS2044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0990 ***********************************************************************
 BY0990  DESIGNATION -  M 303
 BY0990  PID         -  BY0990
 BY0990  STATE/COUNTY-  TX/ANGELINA
 BY0990  USGS QUAD   -  MANNING (1980)
 BY0990
 BY0990                         *CURRENT SURVEY CONTROL
 BY0990  ___________________________________________________________________
 BY0990* NAD 83(1986)-  31 14 16.     (N)    094 32 13.     (W)     SCALED    
 BY0990* NAVD 88     -        73.87   (+/-2cm)     242.4    (feet)  VERTCON   
 BY0990  ___________________________________________________________________
 BY0990  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BY0990
 BY0990  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0990
 BY0990.The horizontal coordinates were scaled from a topographic map and have
 BY0990.an estimated accuracy of +/- 6 seconds.
 BY0990
 BY0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0990.The vertical order pertains to the NGVD 29 superseded value.
 BY0990
 BY0990.The geoid height was determined by GEOID03.
 BY0990
 BY0990;                    North         East    Units  Estimated Accuracy
 BY0990;SPC TX C     - 3,188,550.    1,251,890.      MT  (+/- 180 meters Scaled)
 BY0990
 BY0990                          SUPERSEDED SURVEY CONTROL
 BY0990
 BY0990  NGVD 29 (??/??/92)   73.900  (m)          242.45   (f) ADJ UNCH    2 0
 BY0990
 BY0990.Superseded values are not recommended for survey control.
 BY0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0990.See file dsdata.txt to determine how the superseded data were derived.
 BY0990
 BY0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ536569(NAD 83)
 BY0990_MARKER: DB = BENCH MARK DISK
 BY0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0990_STAMPING: M 303 1934
 BY0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0990+STABILITY: SURFACE MOTION
 BY0990
 BY0990  HISTORY     - Date     Condition        Report By
 BY0990  HISTORY     - 1934     MONUMENTED       CGS
 BY0990
 BY0990                          STATION DESCRIPTION
 BY0990
 BY0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0990'3.8 MI SE FROM HUNTINGTON.
 BY0990'3.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BY0990'HUNTINGTON, ANGELINA COUNTY, AT MILEPOST 123, 43 FEET NORTHEAST OF THE
 BY0990'CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0022 ***********************************************************************
 BL0022  DESIGNATION -  M 304
 BL0022  PID         -  BL0022
 BL0022  STATE/COUNTY-  TX/TYLER
 BL0022  USGS QUAD   -  WARREN (1984)
 BL0022
 BL0022                         *CURRENT SURVEY CONTROL
 BL0022  ___________________________________________________________________
 BL0022* NAD 83(1986)-  30 36 32.     (N)    094 24 14.     (W)     SCALED    
 BL0022* NAVD 88     -        44.65   (+/-2cm)     146.5    (feet)  VERTCON   
 BL0022  ___________________________________________________________________
 BL0022  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL0022
 BL0022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0022
 BL0022.The horizontal coordinates were scaled from a topographic map and have
 BL0022.an estimated accuracy of +/- 6 seconds.
 BL0022
 BL0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0022.The vertical order pertains to the NGVD 29 superseded value.
 BL0022
 BL0022.The geoid height was determined by GEOID03.
 BL0022
 BL0022;                    North         East    Units  Estimated Accuracy
 BL0022;SPC TX C     - 3,119,600.    1,268,260.      MT  (+/- 180 meters Scaled)
 BL0022
 BL0022                          SUPERSEDED SURVEY CONTROL
 BL0022
 BL0022  NGVD 29 (??/??/92)   44.648  (m)          146.48   (f) ADJ UNCH    2 0
 BL0022
 BL0022.Superseded values are not recommended for survey control.
 BL0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0022.See file dsdata.txt to determine how the superseded data were derived.
 BL0022
 BL0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP654870(NAD 83)
 BL0022_MARKER: DB = BENCH MARK DISK
 BL0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0022_STAMPING: M 304 1934
 BL0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0022+STABILITY: SURFACE MOTION
 BL0022
 BL0022  HISTORY     - Date     Condition        Report By
 BL0022  HISTORY     - 1934     MONUMENTED       CGS
 BL0022
 BL0022                          STATION DESCRIPTION
 BL0022
 BL0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0022'7.0 MI N FROM VILLAGE MILLS.
 BL0022'7.0 MI N OF AND ALONG THE S P R R AT WARREN SWITCH.  12 YARDS E OF
 BL0022'CENTER OF TRACK.  42 YARDS SE OF ROAD CROSSING.  125 YARDS SE OF THE
 BL0022'SE END OF THE DEPOT.  AT THE S END OF THE SWITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0510 ***********************************************************************
 AW0510  DESIGNATION -  M 305
 AW0510  PID         -  AW0510
 AW0510  STATE/COUNTY-  TX/GALVESTON
 AW0510  USGS QUAD   -  GALVESTON (1994)
 AW0510
 AW0510                         *CURRENT SURVEY CONTROL
 AW0510  ___________________________________________________________________
 AW0510* NAD 83(1986)-  29 17 26.     (N)    094 51 26.     (W)     SCALED    
 AW0510* NAVD 88     -         2.92   (+/-2cm)       9.6    (feet)  VERTCON   
 AW0510  ___________________________________________________________________
 AW0510  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0510
 AW0510  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0510
 AW0510.The horizontal coordinates were scaled from a topographic map and have
 AW0510.an estimated accuracy of +/- 6 seconds.
 AW0510
 AW0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0510.The vertical order pertains to the NGVD 29 superseded value.
 AW0510
 AW0510.The geoid height was determined by GEOID03.
 AW0510
 AW0510;                    North         East    Units  Estimated Accuracy
 AW0510;SPC TXSC     - 4,168,630.    1,002,400.      MT  (+/- 180 meters Scaled)
 AW0510
 AW0510                          SUPERSEDED SURVEY CONTROL
 AW0510
 AW0510  NGVD 29 (??/??/92)    2.919  (m)            9.58   (f) ADJ UNCH    1 2
 AW0510
 AW0510.Superseded values are not recommended for survey control.
 AW0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0510.See file dsdata.txt to determine how the superseded data were derived.
 AW0510
 AW0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN195416(NAD 83)
 AW0510_MARKER: DB = BENCH MARK DISK
 AW0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0510_SP_SET: CONCRETE BASE
 AW0510_STAMPING: M 305 1935 ELEV 10.207 FT
 AW0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0510
 AW0510  HISTORY     - Date     Condition        Report By
 AW0510  HISTORY     - 1935     MONUMENTED       CGS
 AW0510  HISTORY     - 1973     GOOD             NGS
 AW0510  HISTORY     - 1976     GOOD             NGS
 AW0510  HISTORY     - 1976     GOOD             NGS
 AW0510  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0510  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0510  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0510  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0510  HISTORY     - 1987     GOOD             USPSQD
 AW0510  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0510  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0510  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0510  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0510  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 AW0510  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW0510
 AW0510                          STATION DESCRIPTION
 AW0510
 AW0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0510'3.8 MI W FROM GALVESTON.
 AW0510'3.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0510'THE UNION STATION AT GALVESTON, 0.1 MILE EAST OF THE CROSSING OF 77TH
 AW0510'STREET, AT THE CROSSING OF TELEPHONE AND TELEGRAPH LINES, AT THE WEST
 AW0510'END OF THE SWITCH YARDS, IN THE TOP OF THE NORTHWEST CORNER OF THE
 AW0510'CONCRETE BASE OF A FORMER SIGNAL LIGHT, 6.0 FEET SOUTH OF THE SOUTH
 AW0510'RAIL OF THE MAIN TRACK, 57 FEET SOUTHEAST AND ACROSS THE TRACKS FROM
 AW0510'SWITCH STAND NO. 2, 2 1/2 FEET HIGHER THAN THE TRACK, AND 3.0 FEET
 AW0510'ABOVE THE GROUND.
 AW0510
 AW0510                          STATION RECOVERY (1976)
 AW0510
 AW0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0510'RECOVERED IN GOOD CONDITION.
 AW0510
 AW0510                          STATION RECOVERY (1976)
 AW0510
 AW0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0510'RECOVERED IN GOOD CONDITION.
 AW0510
 AW0510                          STATION RECOVERY (1978)
 AW0510
 AW0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0510'SEARCHED FOR BUT NOT RECOVERED. CONCRETE SIGNAL LIGHT BASE FOUND BUT
 AW0510'DISK APPEARS TO HAVE BEEN REMOVED.
 AW0510
 AW0510                          STATION RECOVERY (1987)
 AW0510
 AW0510'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0510'MARK NOT FOUND.
 AW0510
 AW0510                          STATION RECOVERY (1987)
 AW0510
 AW0510'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0510'MARK NOT FOUND.
 AW0510
 AW0510                          STATION RECOVERY (1987)
 AW0510
 AW0510'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0510'MARK NOT FOUND.
 AW0510
 AW0510                          STATION RECOVERY (1987)
 AW0510
 AW0510'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW0510'RECOVERED IN GOOD CONDITION.
 AW0510
 AW0510                          STATION RECOVERY (1987)
 AW0510
 AW0510'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0510'MARK NOT FOUND.
 AW0510
 AW0510                          STATION RECOVERY (1988)
 AW0510
 AW0510'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0510'MARK NOT FOUND.
 AW0510
 AW0510                          STATION RECOVERY (1988)
 AW0510
 AW0510'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0510'MARK NOT FOUND.
 AW0510
 AW0510                          STATION RECOVERY (1988)
 AW0510
 AW0510'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0510'MARK NOT FOUND.
 AW0510
 AW0510                          STATION RECOVERY (1994)
 AW0510
 AW0510'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0510'MARK NOT FOUND.
 AW0510
 AW0510                          STATION RECOVERY (1995)
 AW0510
 AW0510'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4429 ***********************************************************************
 AW4429  DESIGNATION -  M 306
 AW4429  PID         -  AW4429
 AW4429  STATE/COUNTY-  TX/FORT BEND
 AW4429  USGS QUAD   -  KENDLETON (1981)
 AW4429
 AW4429                         *CURRENT SURVEY CONTROL
 AW4429  ___________________________________________________________________
 AW4429* NAD 83(1986)-  29 29 39.     (N)    095 55 18.     (W)     SCALED    
 AW4429* NAVD 88     -        32.160  (meters)     105.51   (feet)  ADJUSTED  
 AW4429  ___________________________________________________________________
 AW4429  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW4429  DYNAMIC HT  -          32.116 (meters)     105.37  (feet)  COMP
 AW4429  MODELED GRAV-     979,256.8   (mgal)                       NAVD 88
 AW4429
 AW4429  VERT ORDER  -  FIRST     CLASS I
 AW4429
 AW4429.The horizontal coordinates were scaled from a topographic map and have
 AW4429.an estimated accuracy of +/- 6 seconds.
 AW4429
 AW4429.The orthometric height was determined by differential leveling
 AW4429.and adjusted by the National Geodetic Survey in June 1991..
 AW4429
 AW4429.The geoid height was determined by GEOID03.
 AW4429
 AW4429.The dynamic height is computed by dividing the NAVD 88
 AW4429.geopotential number by the normal gravity value computed on the
 AW4429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4429.degrees latitude (g = 980.6199 gals.).
 AW4429
 AW4429.The modeled gravity was interpolated from observed gravity values.
 AW4429
 AW4429;                    North         East    Units  Estimated Accuracy
 AW4429;SPC TXSC     - 4,187,990.      898,440.      MT  (+/- 180 meters Scaled)
 AW4429
 AW4429                          SUPERSEDED SURVEY CONTROL
 AW4429
 AW4429  NGVD 29 (12/23/87)   32.158  (m)          105.50   (f) ADJUSTED    1 1
 AW4429
 AW4429.Superseded values are not recommended for survey control.
 AW4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4429.See file dsdata.txt to determine how the superseded data were derived.
 AW4429
 AW4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN167662(NAD 83)
 AW4429_MARKER: DB = BENCH MARK DISK
 AW4429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4429_SP_SET: CONCRETE POST
 AW4429_STAMPING: M 306 1935
 AW4429_MARK LOGO: CGS   
 AW4429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4429+STABILITY: SURFACE MOTION
 AW4429
 AW4429  HISTORY     - Date     Condition        Report By
 AW4429  HISTORY     - 1935     MONUMENTED       CGS
 AW4429  HISTORY     - 1943     GOOD             NGS
 AW4429  HISTORY     - 1987     GOOD             NGS
 AW4429  HISTORY     - 19951210 GOOD             USPSQD
 AW4429  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4429  HISTORY     - 19980207 GOOD             USPSQD
 AW4429
 AW4429                          STATION DESCRIPTION
 AW4429
 AW4429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4429'8.5 MI SW FROM ROSENBERG.
 AW4429'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT ROSENBERG,
 AW4429'PROCEED 8.5 MILES SOUTHWESTERLY ALONG THE TRACK TO MILE POST NO. 8 AND
 AW4429'SITE OF BENCH MARK.  BENCH MARK IS BETWEEN THE RAILROAD AND U.S.
 AW4429'HIGHWAY NO. 59.  IT IS 0.3 MILE SOUTHWEST OF THE RAILROAD TELEPHONE
 AW4429'STATION AT BEASLEY, 60.3 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 AW4429'HIGHWAY NO. 59, 39.7 FEET SOUTHEAST OF AND ABOUT 1.5 FOOT BELOW THE
 AW4429'CENTERLINE OF THE RAILROAD TRACK, 10.8 FEET SOUTHWEST OF MILE POST NO.
 AW4429'8.  MONUMENT IS 2.4 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER
 AW4429'POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND. A DISK SET IN A CONCRETE
 AW4429'POST.
 AW4429
 AW4429                          STATION RECOVERY (1987)
 AW4429
 AW4429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4429'RECOVERED IN GOOD CONDITION.  THE 1943 DESCRIPTION IS ADEQUATE EXCEPT
 AW4429'ADD--ALSO 0.96 KM (0.6 MI) SOUTHWEST ALONG US HIGHWAY 59 FROM THE POST
 AW4429'OFFICE IN BEASLEY.
 AW4429
 AW4429                          STATION RECOVERY (1995)
 AW4429
 AW4429'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4429'RECOVERED IN GOOD CONDITION.
 AW4429
 AW4429                          STATION RECOVERY (1997)
 AW4429
 AW4429'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4429'MARK NOT FOUND.
 AW4429
 AW4429                          STATION RECOVERY (1998)
 AW4429
 AW4429'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0334 ***********************************************************************
 AX0334  DESIGNATION -  M 307
 AX0334  PID         -  AX0334
 AX0334  STATE/COUNTY-  TX/WHARTON
 AX0334  USGS QUAD   -  EL CAMPO (1981)
 AX0334
 AX0334                         *CURRENT SURVEY CONTROL
 AX0334  ___________________________________________________________________
 AX0334* NAD 83(1986)-  29 12 02.     (N)    096 15 39.     (W)     SCALED    
 AX0334* NAVD 88     -        32.09   (+/-2cm)     105.3    (feet)  VERTCON   
 AX0334  ___________________________________________________________________
 AX0334  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0334
 AX0334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0334
 AX0334.The horizontal coordinates were scaled from a topographic map and have
 AX0334.an estimated accuracy of +/- 6 seconds.
 AX0334
 AX0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0334.The vertical order pertains to the NGVD 29 superseded value.
 AX0334
 AX0334.The geoid height was determined by GEOID03.
 AX0334
 AX0334;                    North         East    Units  Estimated Accuracy
 AX0334;SPC TXSC     - 4,154,640.      866,330.      MT  (+/- 180 meters Scaled)
 AX0334
 AX0334                          SUPERSEDED SURVEY CONTROL
 AX0334
 AX0334  NGVD 29 (??/??/92)   32.098  (m)          105.31   (f) ADJ UNCH    2 0
 AX0334
 AX0334.Superseded values are not recommended for survey control.
 AX0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0334.See file dsdata.txt to determine how the superseded data were derived.
 AX0334
 AX0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT663333(NAD 83)
 AX0334_MARKER: DB = BENCH MARK DISK
 AX0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0334_STAMPING: M 307 1935
 AX0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0334+STABILITY: SURFACE MOTION
 AX0334
 AX0334  HISTORY     - Date     Condition        Report By
 AX0334  HISTORY     - 1935     MONUMENTED       CGS
 AX0334  HISTORY     - 1943     GOOD             CGS
 AX0334  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0334
 AX0334                          STATION DESCRIPTION
 AX0334
 AX0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0334'0.7 MI NE FROM EL CAMPO.
 AX0334'0.7 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0334'STATION AT EL CAMPO, WHARTON COUTNY, ABOUT 1/4 MILE SOUTHWEST OF
 AX0334'MILEPOST 38, AT A GRAVEL-ROAD CROSSING, 45 FEET NORTHEAST OF THE
 AX0334'CENTER LINE OF THE ROAD, 45 FEET NORTHWEST OF THE NORTHWEST RAIL, IN
 AX0334'LINE WITH CATTLE GUARD 388, 6 FEET SOUTHEAST OF A POLE, NEAR A
 AX0334'RIGHT-OF-WAY FENCE CORNER, 4 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AX0334'POST, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 AX0334'M 307 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 AX0334'ABOVE THE GROUND.
 AX0334
 AX0334                          STATION RECOVERY (1943)
 AX0334
 AX0334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0334'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0334'STATION AT EL CAMPO, PROCEED 0.7 MILE NORTHEASTERLY ALONG THE
 AX0334'RAILROAD TO SITE OF BENCH MARK. BENCH MARK IS ABOUT 0.25 MILE
 AX0334'SOUTHWEST OF MILEPOST 38, 45.0 FEET NORTHEAST OF AND ABOUT 1.5 FEET
 AX0334'BELOW THE CENTERLINE OF A GRAVEL ROAD CROSSING THE TRACK, AND 45.0
 AX0334'FEET NORTHWEST OF AND ABOUT 3.0 FEET BELOW THE NORTHWEST RAIL OF
 AX0334'TRACK. IT IS 6.0 FEET SOUTHEAST OF A TELEPHONE POLE, AND 4.0 FEET
 AX0334'SOUTHWEST OF A 4 X 4 INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.4
 AX0334'FOOT. A DISK SET IN THE TOP OF A CONCRETE POST.
 AX0334
 AX0334                          STATION RECOVERY (1987)
 AX0334
 AX0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0334'NOT RECOVERED.  THE DESCRIBED AREA IS NOW A NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0322 ***********************************************************************
 BL0322  DESIGNATION -  M 308
 BL0322  PID         -  BL0322
 BL0322  STATE/COUNTY-  TX/HARDIN
 BL0322  USGS QUAD   -  SILSBEE (1984)
 BL0322
 BL0322                         *CURRENT SURVEY CONTROL
 BL0322  ___________________________________________________________________
 BL0322* NAD 83(1986)-  30 20 54.     (N)    094 09 19.     (W)     SCALED    
 BL0322* NAVD 88     -        10.45   (+/-2cm)      34.3    (feet)  VERTCON   
 BL0322  ___________________________________________________________________
 BL0322  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0322
 BL0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0322
 BL0322.The horizontal coordinates were scaled from a topographic map and have
 BL0322.an estimated accuracy of +/- 6 seconds.
 BL0322
 BL0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0322.The vertical order pertains to the NGVD 29 superseded value.
 BL0322
 BL0322.The geoid height was determined by GEOID03.
 BL0322
 BL0322;                    North         East    Units  Estimated Accuracy
 BL0322;SPC TX C     - 3,092,060.    1,293,670.      MT  (+/- 180 meters Scaled)
 BL0322
 BL0322                          SUPERSEDED SURVEY CONTROL
 BL0322
 BL0322  NGVD 29 (??/??/92)   10.436  (m)           34.24   (f) ADJ UNCH    2 0
 BL0322
 BL0322.Superseded values are not recommended for survey control.
 BL0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0322.See file dsdata.txt to determine how the superseded data were derived.
 BL0322
 BL0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP889579(NAD 83)
 BL0322_MARKER: DB = BENCH MARK DISK
 BL0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0322_STAMPING: M 308 1934
 BL0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0322+STABILITY: SURFACE MOTION
 BL0322
 BL0322  HISTORY     - Date     Condition        Report By
 BL0322  HISTORY     - 1934     MONUMENTED       CGS
 BL0322  HISTORY     - 19971101 GOOD             USPSQD
 BL0322
 BL0322                          STATION DESCRIPTION
 BL0322
 BL0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0322'1.4 MI E FROM SILSBEE.
 BL0322'1.4 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0322'STATION AT SILSBEE, HARDIN COUNTY, ABOUT 180 YARDS EAST OF MILEPOST
 BL0322'22, 150 FEET NORTHEAST OF BRIDGE 22 A, 52 FEET SOUTH OF THE CENTERLINE
 BL0322'OF U.S. HIGHWAY 59, AND 51 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 BL0322'A STATE SURVEY STANDARD DISK, STAMPED M 308 1934 AND SET IN THE TOP OF
 BL0322'A CONCRETE POST.
 BL0322
 BL0322                          STATION RECOVERY (1997)
 BL0322
 BL0322'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2383 ***********************************************************************
 AW2383  DESIGNATION -  M 309
 AW2383  PID         -  AW2383
 AW2383  STATE/COUNTY-  TX/JEFFERSON
 AW2383  USGS QUAD   -  FANNETT EAST (1964)
 AW2383
 AW2383                         *CURRENT SURVEY CONTROL
 AW2383  ___________________________________________________________________
 AW2383* NAD 83(1986)-  29 58 27.     (N)    094 12 44.     (W)     SCALED    
 AW2383* NAVD 88     -         6.17   (+/-2cm)      20.2    (feet)  VERTCON   
 AW2383  ___________________________________________________________________
 AW2383  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW2383
 AW2383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2383
 AW2383.The horizontal coordinates were scaled from a topographic map and have
 AW2383.an estimated accuracy of +/- 6 seconds.
 AW2383
 AW2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2383.The vertical order pertains to the NGVD 29 superseded value.
 AW2383
 AW2383.The geoid height was determined by GEOID03.
 AW2383
 AW2383;                    North         East    Units  Estimated Accuracy
 AW2383;SPC TXSC     - 4,246,720.    1,061,910.      MT  (+/- 180 meters Scaled)
 AW2383
 AW2383                          SUPERSEDED SURVEY CONTROL
 AW2383
 AW2383  NGVD 29 (??/??/92)    6.174  (m)           20.26   (f) ADJ UNCH    2 0
 AW2383
 AW2383.Superseded values are not recommended for survey control.
 AW2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2383.See file dsdata.txt to determine how the superseded data were derived.
 AW2383
 AW2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP830165(NAD 83)
 AW2383_MARKER: DB = BENCH MARK DISK
 AW2383_SETTING: 0 = UNSPECIFIED SETTING
 AW2383_STAMPING: M 309 1935
 AW2383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2383
 AW2383  HISTORY     - Date     Condition        Report By
 AW2383  HISTORY     - 1935     MONUMENTED       CGS
 AW2383  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW2383  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2383  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2383
 AW2383                          STATION DESCRIPTION
 AW2383
 AW2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2383'4.1 MI NE FROM FANNETT.
 AW2383'43 YARDS N.E. OF MILE POST 67.  39 FEET EAST OF CENTER OF THE TRACK.
 AW2383'38 FEET WEST OF STATE HIGHWAY 125, AND OPPOSITE AN OLD HOUSE.
 AW2383
 AW2383                          STATION RECOVERY (2001)
 AW2383
 AW2383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2383'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2383
 AW2383                          STATION RECOVERY (2004)
 AW2383
 AW2383'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0872 ***********************************************************************
 AB0872  DESIGNATION -  M 31
 AB0872  PID         -  AB0872
 AB0872  STATE/COUNTY-  TX/CAMERON
 AB0872  USGS QUAD   -  LA PALOMA (1970)
 AB0872
 AB0872                         *CURRENT SURVEY CONTROL
 AB0872  ___________________________________________________________________
 AB0872* NAD 83(1986)-  26 02 44.     (N)    097 40 06.     (W)     SCALED    
 AB0872* NAVD 88     -        15.309  (meters)      50.23   (feet)  ADJUSTED  
 AB0872  ___________________________________________________________________
 AB0872  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 AB0872  DYNAMIC HT  -          15.285 (meters)      50.15  (feet)  COMP
 AB0872  MODELED GRAV-     979,022.5   (mgal)                       NAVD 88
 AB0872
 AB0872  VERT ORDER  -  SECOND    CLASS 0
 AB0872
 AB0872.The horizontal coordinates were scaled from a topographic map and have
 AB0872.an estimated accuracy of +/- 6 seconds.
 AB0872
 AB0872.The orthometric height was determined by differential leveling
 AB0872.and adjusted by the National Geodetic Survey in June 1991..
 AB0872
 AB0872.The geoid height was determined by GEOID03.
 AB0872
 AB0872.The dynamic height is computed by dividing the NAVD 88
 AB0872.geopotential number by the normal gravity value computed on the
 AB0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0872.degrees latitude (g = 980.6199 gals.).
 AB0872
 AB0872.The modeled gravity was interpolated from observed gravity values.
 AB0872
 AB0872;                    North         East    Units  Estimated Accuracy
 AB0872;SPC TX S     - 5,042,250.      383,240.      MT  (+/- 180 meters Scaled)
 AB0872
 AB0872                          SUPERSEDED SURVEY CONTROL
 AB0872
 AB0872  NGVD 29 (??/??/92)   15.411  (m)           50.56   (f) ADJ UNCH    2 0
 AB0872
 AB0872.Superseded values are not recommended for survey control.
 AB0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0872.See file dsdata.txt to determine how the superseded data were derived.
 AB0872
 AB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP332814(NAD 83)
 AB0872_MARKER: DD = SURVEY DISK
 AB0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0872_SP_SET: CULVERT
 AB0872_STAMPING: M 31 50.75
 AB0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0872
 AB0872  HISTORY     - Date     Condition        Report By
 AB0872  HISTORY     - UNK      MONUMENTED
 AB0872  HISTORY     - 1942     GOOD             NGS
 AB0872  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0872
 AB0872                          STATION DESCRIPTION
 AB0872
 AB0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0872'0.3 MI S FROM LA PALOMA.
 AB0872'0.3 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT LA PALOMA,
 AB0872'CAMERON COUNTY, 240 FEET SOUTHEAST OF THE INTERSECTION OF A DIRT ROAD
 AB0872'AND A CONCRETE COUNTY ROAD LEADING NORTHEAST, ON U.S. HIGHWAY 281, AT
 AB0872'A 3- BY 3-FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER
 AB0872'OF THE TOP OF THE SOUTH HEADWALL, 19 FEET SOUTH OF THE CENTERLINE OF
 AB0872'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A CAMERON COUNTY STANDARD
 AB0872'DISK, STAMPED M 31 50.75.
 AB0872
 AB0872                          STATION RECOVERY (1987)
 AB0872
 AB0872'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0157 ***********************************************************************
 AZ0157  DESIGNATION -  M 31
 AZ0157  PID         -  AZ0157
 AZ0157  STATE/COUNTY-  TX/KINNEY
 AZ0157  USGS QUAD   -  STANDART (1979)
 AZ0157
 AZ0157                         *CURRENT SURVEY CONTROL
 AZ0157  ___________________________________________________________________
 AZ0157* NAD 83(1986)-  29 17 49.     (N)    100 36 09.     (W)     SCALED    
 AZ0157* NAVD 88     -       312.597  (meters)    1025.58   (feet)  ADJUSTED  
 AZ0157  ___________________________________________________________________
 AZ0157  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AZ0157  DYNAMIC HT  -         312.137 (meters)    1024.07  (feet)  COMP
 AZ0157  MODELED GRAV-     979,164.8   (mgal)                       NAVD 88
 AZ0157
 AZ0157  VERT ORDER  -  FIRST     CLASS II
 AZ0157
 AZ0157.The horizontal coordinates were scaled from a topographic map and have
 AZ0157.an estimated accuracy of +/- 6 seconds.
 AZ0157
 AZ0157.The orthometric height was determined by differential leveling
 AZ0157.and adjusted by the National Geodetic Survey in June 1991..
 AZ0157
 AZ0157.The geoid height was determined by GEOID03.
 AZ0157
 AZ0157.The dynamic height is computed by dividing the NAVD 88
 AZ0157.geopotential number by the normal gravity value computed on the
 AZ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0157.degrees latitude (g = 980.6199 gals.).
 AZ0157
 AZ0157.The modeled gravity was interpolated from observed gravity values.
 AZ0157
 AZ0157;                    North         East    Units  Estimated Accuracy
 AZ0157;SPC TXSC     - 4,163,270.      444,330.      MT  (+/- 180 meters Scaled)
 AZ0157
 AZ0157                          SUPERSEDED SURVEY CONTROL
 AZ0157
 AZ0157  NGVD 29 (??/??/92)  312.526  (m)         1025.35   (f) ADJ UNCH    1 2
 AZ0157
 AZ0157.Superseded values are not recommended for survey control.
 AZ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0157.See file dsdata.txt to determine how the superseded data were derived.
 AZ0157
 AZ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT443419(NAD 83)
 AZ0157_MARKER: DB = BENCH MARK DISK
 AZ0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0157_SP_SET: ABUTMENT
 AZ0157_STAMPING: M 31 1917 1025.346
 AZ0157_MARK LOGO: CGS   
 AZ0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0157
 AZ0157  HISTORY     - Date     Condition        Report By
 AZ0157  HISTORY     - 1917     MONUMENTED       CGS
 AZ0157  HISTORY     - 1963     MARK NOT FOUND   NGS
 AZ0157  HISTORY     - 1982     GOOD             NGS
 AZ0157  HISTORY     - 19960223 MARK NOT FOUND   USPSQD
 AZ0157
 AZ0157                          STATION DESCRIPTION
 AZ0157
 AZ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AZ0157'14.45 MI NW FROM SPOFFORD.
 AZ0157'14.45 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0157'THE STATION AT SPOFFORD, 5.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1
 AZ0157'FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END
 AZ0157'OF THE SOUTHEAST CONCRETE ABUTMENT OF A STEEL BRIDGE OVER PINTO CREEK.
 AZ0157
 AZ0157                          STATION RECOVERY (1982)
 AZ0157
 AZ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0157'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0157'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 11.8 KM (7.35 MI) NORTHWEST
 AZ0157'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0157'RAILROAD TRACKS TO A RAILROAD CROSSING, THENCE 11.9 KM (7.45 MI)
 AZ0157'NORTHWEST ALONG THE GRAVELED ROAD ON THE NORTHEAST SIDE OF THE
 AZ0157'RAILROAD TRACKS, AT THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A
 AZ0157'STEEL RAILROAD BRIDGE OVER PINTO CREEK, AND 1.5 METERS (5.0 FT)
 AZ0157'SOUTHWEST OF THE SOUTHWEST RAIL.
 AZ0157'THE MARK IS 0.3 M BELOW TOP OF RAILS.
 AZ0157
 AZ0157                          STATION RECOVERY (1996)
 AZ0157
 AZ0157'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2445 ***********************************************************************
 AW2445  DESIGNATION -  M 310
 AW2445  PID         -  AW2445
 AW2445  STATE/COUNTY-  TX/JEFFERSON
 AW2445  USGS QUAD   -  SOUTH OF STAR LAKE (1994)
 AW2445
 AW2445                         *CURRENT SURVEY CONTROL
 AW2445  ___________________________________________________________________
 AW2445* NAD 83(1986)-  29 37 25.     (N)    094 11 32.     (W)     SCALED    
 AW2445* NAVD 88     -         1.57   (+/-2cm)       5.2    (feet)  VERTCON   
 AW2445  ___________________________________________________________________
 AW2445  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2445
 AW2445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2445
 AW2445.The horizontal coordinates were scaled from a topographic map and have
 AW2445.an estimated accuracy of +/- 6 seconds.
 AW2445
 AW2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2445.The vertical order pertains to the NGVD 29 superseded value.
 AW2445
 AW2445.The geoid height was determined by GEOID03.
 AW2445
 AW2445;                    North         East    Units  Estimated Accuracy
 AW2445;SPC TXSC     - 4,207,980.    1,065,440.      MT  (+/- 180 meters Scaled)
 AW2445
 AW2445                          SUPERSEDED SURVEY CONTROL
 AW2445
 AW2445  NGVD 29 (??/??/92)    1.56   (m)            5.1    (f) COMPUTED    2 0
 AW2445
 AW2445.Superseded values are not recommended for survey control.
 AW2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2445.See file dsdata.txt to determine how the superseded data were derived.
 AW2445
 AW2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN845776(NAD 83)
 AW2445_MARKER: DB = BENCH MARK DISK
 AW2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2445_STAMPING: M 310 1935
 AW2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2445+STABILITY: SURFACE MOTION
 AW2445
 AW2445  HISTORY     - Date     Condition        Report By
 AW2445  HISTORY     - 1935     MONUMENTED       CGS
 AW2445  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2445  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2445
 AW2445                          STATION DESCRIPTION
 AW2445
 AW2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2445'14.9 MI E FROM HIGH ISLAND.
 AW2445'14.9 MILES EAST OF AND ALONG STATE HIGHWAY 87.  42 YARDS NORTH OF THE
 AW2445'OLD ROAD BED.  ABOUT 100 YARDS NORTH OF THE GULF.
 AW2445
 AW2445                          STATION RECOVERY (1953)
 AW2445
 AW2445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2445'MARK NOT FOUND.
 AW2445
 AW2445                          STATION RECOVERY (2002)
 AW2445
 AW2445'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0258 ***********************************************************************
 BM0258  DESIGNATION -  M 311
 BM0258  PID         -  BM0258
 BM0258  STATE/COUNTY-  TX/LEE
 BM0258  USGS QUAD   -  LINCOLN (1989)
 BM0258
 BM0258                         *CURRENT SURVEY CONTROL
 BM0258  ___________________________________________________________________
 BM0258* NAD 83(1986)-  30 18 22.     (N)    096 59 09.     (W)     SCALED    
 BM0258* NAVD 88     -       122.14   (+/-2cm)     400.7    (feet)  VERTCON   
 BM0258  ___________________________________________________________________
 BM0258  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BM0258
 BM0258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0258
 BM0258.The horizontal coordinates were scaled from a topographic map and have
 BM0258.an estimated accuracy of +/- 6 seconds.
 BM0258
 BM0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0258.The vertical order pertains to the NGVD 29 superseded value.
 BM0258
 BM0258.The geoid height was determined by GEOID03.
 BM0258
 BM0258;                    North         East    Units  Estimated Accuracy
 BM0258;SPC TX C     - 3,075,730.    1,021,930.      MT  (+/- 180 meters Scaled)
 BM0258
 BM0258                          SUPERSEDED SURVEY CONTROL
 BM0258
 BM0258  NGVD 29 (??/??/92)  122.084  (m)          400.54   (f) ADJ UNCH    2 0
 BM0258
 BM0258.Superseded values are not recommended for survey control.
 BM0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0258.See file dsdata.txt to determine how the superseded data were derived.
 BM0258
 BM0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU936544(NAD 83)
 BM0258_MARKER: DB = BENCH MARK DISK
 BM0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0258_STAMPING: M 311 1935
 BM0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0258+STABILITY: SURFACE MOTION
 BM0258
 BM0258  HISTORY     - Date     Condition        Report By
 BM0258  HISTORY     - 1935     MONUMENTED       CGS
 BM0258  HISTORY     - 1960     GOOD             USGS
 BM0258  HISTORY     - 1987     GOOD             USPSQD
 BM0258
 BM0258                          STATION DESCRIPTION
 BM0258
 BM0258'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BM0258'0.7 MI NE FROM LINCOLN.
 BM0258'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BM0258'LINCOLN, LEE COUNTY, THENCE 1.4 MILES WEST AND 0.5 MILE NORTH ALONG
 BM0258'COUNTY ROADS, 541 FEET SOUTHEAST OF A GATE ON THE NORTHEAST SIDE OF
 BM0258'THE ROAD, 46 FEET NORTHEAST OF AN ABANDONED RAILROAD GRADE, 40 FEET
 BM0258'SOUTHWEST OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF A CONCRETE
 BM0258'POST PROJECTING 0.5 FOOT.
 BM0258
 BM0258                          STATION RECOVERY (1987)
 BM0258
 BM0258'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BM0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1466 ***********************************************************************
 BL1466  DESIGNATION -  M 312
 BL1466  PID         -  BL1466
 BL1466  STATE/COUNTY-  TX/MONTGOMERY
 BL1466  USGS QUAD   -  KEENAN (1976)
 BL1466
 BL1466                         *CURRENT SURVEY CONTROL
 BL1466  ___________________________________________________________________
 BL1466* NAD 83(1986)-  30 21 00.     (N)    095 40 35.     (W)     SCALED    
 BL1466* NAVD 88     -       102.08   (+/-2cm)     334.9    (feet)  VERTCON   
 BL1466  ___________________________________________________________________
 BL1466  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1466
 BL1466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1466
 BL1466.The horizontal coordinates were scaled from a topographic map and have
 BL1466.an estimated accuracy of +/- 6 seconds.
 BL1466
 BL1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1466.The vertical order pertains to the NGVD 29 superseded value.
 BL1466
 BL1466.The geoid height was determined by GEOID03.
 BL1466
 BL1466;                    North         East    Units  Estimated Accuracy
 BL1466;SPC TX C     - 3,085,120.    1,147,590.      MT  (+/- 180 meters Scaled)
 BL1466
 BL1466                          SUPERSEDED SURVEY CONTROL
 BL1466
 BL1466  NGVD 29 (??/??/92)  102.072  (m)          334.88   (f) ADJ UNCH    2 0
 BL1466
 BL1466.Superseded values are not recommended for survey control.
 BL1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1466.See file dsdata.txt to determine how the superseded data were derived.
 BL1466
 BL1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP427606(NAD 83)
 BL1466_MARKER: DB = BENCH MARK DISK
 BL1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1466_STAMPING: M 312 1935
 BL1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1466+STABILITY: SURFACE MOTION
 BL1466
 BL1466  HISTORY     - Date     Condition        Report By
 BL1466  HISTORY     - 1935     MONUMENTED       CGS
 BL1466  HISTORY     - 1954     GOOD             NGS
 BL1466
 BL1466                          STATION DESCRIPTION
 BL1466
 BL1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1466'7.8 MI E FROM DOBBIN.
 BL1466'7.8 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1466'STATION AT DOBBIN, 47.5 FEET NORTH OF THE NORTH RAIL, AT THE EAST END
 BL1466'OF A CUT, 0.3 MILE WEST OF MILEPOST 58, 3.5 FEET NORTH OF A FENCE, SET
 BL1466'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BL1466'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0126 ***********************************************************************
 BM0126  DESIGNATION -  M 313
 BM0126  PID         -  BM0126
 BM0126  STATE/COUNTY-  TX/GRIMES
 BM0126  USGS QUAD   -  NAVASOTA (1989)
 BM0126
 BM0126                         *CURRENT SURVEY CONTROL
 BM0126  ___________________________________________________________________
 BM0126* NAD 83(1986)-  30 25 05.     (N)    096 06 24.     (W)     SCALED    
 BM0126* NAVD 88     -        60.70   (+/-2cm)     199.1    (feet)  VERTCON   
 BM0126  ___________________________________________________________________
 BM0126  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BM0126
 BM0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0126
 BM0126.The horizontal coordinates were scaled from a topographic map and have
 BM0126.an estimated accuracy of +/- 6 seconds.
 BM0126
 BM0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0126.The vertical order pertains to the NGVD 29 superseded value.
 BM0126
 BM0126.The geoid height was determined by GEOID03.
 BM0126
 BM0126;                    North         East    Units  Estimated Accuracy
 BM0126;SPC TX C     - 3,091,010.    1,105,970.      MT  (+/- 180 meters Scaled)
 BM0126
 BM0126                          SUPERSEDED SURVEY CONTROL
 BM0126
 BM0126  NGVD 29 (??/??/92)   60.682  (m)          199.09   (f) ADJ UNCH    2 0
 BM0126
 BM0126.Superseded values are not recommended for survey control.
 BM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0126.See file dsdata.txt to determine how the superseded data were derived.
 BM0126
 BM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU779686(NAD 83)
 BM0126_MARKER: DB = BENCH MARK DISK
 BM0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0126_SP_SET: PIER
 BM0126_STAMPING: M 313 1935
 BM0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0126
 BM0126  HISTORY     - Date     Condition        Report By
 BM0126  HISTORY     - 1935     MONUMENTED       CGS
 BM0126  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0126  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0126
 BM0126                          STATION DESCRIPTION
 BM0126
 BM0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0126'2.6 MI NW FROM NAVASOTA.
 BM0126'2.6 MILES N.W. OF AND ALONG THE S.P.R.R. SET HORIZONTAL IN THE TOP OF
 BM0126'THE SOUTH PIER ON THE S.W. END OF R.R. BRIDGE 73E, 20 INCHES WEST OF
 BM0126'EDGE OF THE FOOT OF A STEEL ARCH, AND 5 FEET EAST OF THE POINT OF THE
 BM0126'PIER.
 BM0126
 BM0126                          STATION RECOVERY (1991)
 BM0126
 BM0126'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0126'MARK NOT FOUND.
 BM0126
 BM0126                          STATION RECOVERY (1994)
 BM0126
 BM0126'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0127 ***********************************************************************
 BM0127  DESIGNATION -  M 313 RESET 1955
 BM0127  PID         -  BM0127
 BM0127  STATE/COUNTY-  TX/GRIMES
 BM0127  USGS QUAD   -  NAVASOTA (1989)
 BM0127
 BM0127                         *CURRENT SURVEY CONTROL
 BM0127  ___________________________________________________________________
 BM0127* NAD 83(1986)-  30 25 05.     (N)    096 06 23.     (W)     SCALED    
 BM0127* NAVD 88     -        60.71   (+/-2cm)     199.2    (feet)  VERTCON   
 BM0127  ___________________________________________________________________
 BM0127  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BM0127
 BM0127  VERT ORDER  -  THIRD (See Below)
 BM0127
 BM0127.The horizontal coordinates were scaled from a topographic map and have
 BM0127.an estimated accuracy of +/- 6 seconds.
 BM0127
 BM0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0127.The vertical order pertains to the NGVD 29 superseded value.
 BM0127
 BM0127.The geoid height was determined by GEOID03.
 BM0127
 BM0127;                    North         East    Units  Estimated Accuracy
 BM0127;SPC TX C     - 3,091,010.    1,106,000.      MT  (+/- 180 meters Scaled)
 BM0127
 BM0127                          SUPERSEDED SURVEY CONTROL
 BM0127
 BM0127  NGVD 29 (??/??/??)   60.69   (m)          199.1    (f) RESET       3  
 BM0127
 BM0127.Superseded values are not recommended for survey control.
 BM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0127.See file dsdata.txt to determine how the superseded data were derived.
 BM0127
 BM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU779686(NAD 83)
 BM0127_MARKER: DB = BENCH MARK DISK
 BM0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0127_SP_SET: PIER
 BM0127_STAMPING: M 313 RESET 1955
 BM0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0127
 BM0127  HISTORY     - Date     Condition        Report By
 BM0127  HISTORY     - 1955     MONUMENTED       LOCENG
 BM0127  HISTORY     - 19910714 GOOD             USPSQD
 BM0127  HISTORY     - 19941105 GOOD             USPSQD
 BM0127  HISTORY     - 19991107 GOOD             USPSQD
 BM0127
 BM0127                          STATION DESCRIPTION
 BM0127
 BM0127'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 BM0127'2.6 MI NW FROM NAVASOTA.
 BM0127'2.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0127'STATION AT NAVASOTA, GRIMES COUNTY, AT THE SOUTH PIER OF BRIDGE 73 E
 BM0127'OVER NAVASOTA RIVER, IN THE TOP OF THE SOUTHWEST END, 5 FEET EAST OF
 BM0127'THE POINT OF THE PIER, AND 20 INCHES WEST OF THE EDGE OF THE FOOT OF A
 BM0127'STEEL GIRDER.
 BM0127
 BM0127                          STATION RECOVERY (1991)
 BM0127
 BM0127'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0127'RECOVERED IN GOOD CONDITION.
 BM0127
 BM0127                          STATION RECOVERY (1994)
 BM0127
 BM0127'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0127'RECOVERED IN GOOD CONDITION.
 BM0127
 BM0127                          STATION RECOVERY (1999)
 BM0127
 BM0127'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2001 ***********************************************************************
 AX2001  DESIGNATION -  M 315
 AX2001  PID         -  AX2001
 AX2001  STATE/COUNTY-  TX/GONZALES
 AX2001  USGS QUAD   -  SMILEY (1987)
 AX2001
 AX2001                         *CURRENT SURVEY CONTROL
 AX2001  ___________________________________________________________________
 AX2001* NAD 83(1986)-  29 16 24.     (N)    097 44 21.     (W)     SCALED    
 AX2001* NAVD 88     -       114.67   (+/-2cm)     376.2    (feet)  VERTCON   
 AX2001  ___________________________________________________________________
 AX2001  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2001
 AX2001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2001
 AX2001.The horizontal coordinates were scaled from a topographic map and have
 AX2001.an estimated accuracy of +/- 6 seconds.
 AX2001
 AX2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2001.The vertical order pertains to the NGVD 29 superseded value.
 AX2001
 AX2001.The geoid height was determined by GEOID03.
 AX2001
 AX2001;                    North         East    Units  Estimated Accuracy
 AX2001;SPC TXSC     - 4,160,250.      722,510.      MT  (+/- 180 meters Scaled)
 AX2001
 AX2001                          SUPERSEDED SURVEY CONTROL
 AX2001
 AX2001  NGVD 29 (??/??/92)  114.635  (m)          376.10   (f) ADJ UNCH    2 0
 AX2001
 AX2001.Superseded values are not recommended for survey control.
 AX2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2001.See file dsdata.txt to determine how the superseded data were derived.
 AX2001
 AX2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT224389(NAD 83)
 AX2001_MARKER: DB = BENCH MARK DISK
 AX2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2001_STAMPING: M 315 1935
 AX2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2001+STABILITY: SURFACE MOTION
 AX2001
 AX2001  HISTORY     - Date     Condition        Report By
 AX2001  HISTORY     - 1935     MONUMENTED       CGS
 AX2001  HISTORY     - 1943     GOOD             NGS
 AX2001  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2001
 AX2001                          STATION DESCRIPTION
 AX2001
 AX2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2001'1.6 MI E FROM NIXON.
 AX2001'BENCH MARK IS ABOUT 1.6 MILES EASTERLY ALONG THE SOUTHERN PACIFIC (T.
 AX2001'AND N.O.) RAILROAD FROM THE STATION AT NIXON, ABOUT 400.0 FEET EAST OF
 AX2001'MILE POLE NO.88, 49.5 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE
 AX2001'CENTERLINE OF THE TRACKS.  IT IS 42.0 FEET NORTH OF THE CENTERLINE OF
 AX2001'U.S. HIGHWAY NO.87, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AX2001'POST.  A DISK SET IN CONCRETE POST PROJECTING ABOUT 0.6 FOOT.
 AX2001
 AX2001                          STATION RECOVERY (2003)
 AX2001
 AX2001'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1848 ***********************************************************************
 AX1848  DESIGNATION -  M 316
 AX1848  PID         -  AX1848
 AX1848  STATE/COUNTY-  TX/GUADALUPE
 AX1848  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1848
 AX1848                         *CURRENT SURVEY CONTROL
 AX1848  ___________________________________________________________________
 AX1848* NAD 83(1986)-  29 27 21.     (N)    097 56 51.     (W)     SCALED    
 AX1848* NAVD 88     -       172.37   (+/-2cm)     565.5    (feet)  VERTCON   
 AX1848  ___________________________________________________________________
 AX1848  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AX1848
 AX1848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1848
 AX1848.The horizontal coordinates were scaled from a topographic map and have
 AX1848.an estimated accuracy of +/- 6 seconds.
 AX1848
 AX1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1848.The vertical order pertains to the NGVD 29 superseded value.
 AX1848
 AX1848.The geoid height was determined by GEOID03.
 AX1848
 AX1848;                    North         East    Units  Estimated Accuracy
 AX1848;SPC TXSC     - 4,180,280.      702,090.      MT  (+/- 180 meters Scaled)
 AX1848
 AX1848                          SUPERSEDED SURVEY CONTROL
 AX1848
 AX1848  NGVD 29 (??/??/92)  172.287  (m)          565.24   (f) ADJ UNCH    2 0
 AX1848
 AX1848.Superseded values are not recommended for survey control.
 AX1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1848.See file dsdata.txt to determine how the superseded data were derived.
 AX1848
 AX1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT020589(NAD 83)
 AX1848_MARKER: DB = BENCH MARK DISK
 AX1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1848_STAMPING: M 316 1935
 AX1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1848+STABILITY: SURFACE MOTION
 AX1848
 AX1848  HISTORY     - Date     Condition        Report By
 AX1848  HISTORY     - 1935     MONUMENTED       CGS
 AX1848  HISTORY     - 1943     GOOD             NGS
 AX1848  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX1848  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1848
 AX1848                          STATION DESCRIPTION
 AX1848
 AX1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1848'8.3 MI S FROM SEGUIN.
 AX1848'TO REACH FROM THE COURT HOUSE AT SEGUIN-- PROCEED 8.3 MILES SOUTHERLY
 AX1848'ALONG STATE HIGHWAY NO. 123 TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1848'ABOUT 198.0 FEET NORTH OF THE CENTERLINE OF A LARGE CONCRETE HIGHWAY
 AX1848'CULVERT, AND ABOUT 142.0 FEET NORTH OF THE CENTERLINE OF A FARM ROAD
 AX1848'LEADING EAST TO A YELLOW FRAME HOUSE.  IT IS 66.0 FEET EAST OF AND
 AX1848'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, 1.0 FOOT EAST
 AX1848'OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN
 AX1848'MARKER POST.  MONUMENT IS FLUSH WITH THE GROUND.  A DISK SET IN A
 AX1848'CONCRETE POST.
 AX1848
 AX1848                          STATION RECOVERY (1993)
 AX1848
 AX1848'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1848'MARK NOT FOUND.
 AX1848
 AX1848                          STATION RECOVERY (1999)
 AX1848
 AX1848'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0874 ***********************************************************************
 AB0874  DESIGNATION -  M 32
 AB0874  PID         -  AB0874
 AB0874  STATE/COUNTY-  TX/CAMERON
 AB0874  USGS QUAD   -  LA PALOMA (1970)
 AB0874
 AB0874                         *CURRENT SURVEY CONTROL
 AB0874  ___________________________________________________________________
 AB0874* NAD 83(1986)-  26 02 42.     (N)    097 40 35.     (W)     SCALED    
 AB0874* NAVD 88     -        15.739  (meters)      51.64   (feet)  ADJUSTED  
 AB0874  ___________________________________________________________________
 AB0874  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AB0874  DYNAMIC HT  -          15.713 (meters)      51.55  (feet)  COMP
 AB0874  MODELED GRAV-     979,021.8   (mgal)                       NAVD 88
 AB0874
 AB0874  VERT ORDER  -  SECOND    CLASS 0
 AB0874
 AB0874.The horizontal coordinates were scaled from a topographic map and have
 AB0874.an estimated accuracy of +/- 6 seconds.
 AB0874
 AB0874.The orthometric height was determined by differential leveling
 AB0874.and adjusted by the National Geodetic Survey in June 1991..
 AB0874
 AB0874.The geoid height was determined by GEOID03.
 AB0874
 AB0874.The dynamic height is computed by dividing the NAVD 88
 AB0874.geopotential number by the normal gravity value computed on the
 AB0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0874.degrees latitude (g = 980.6199 gals.).
 AB0874
 AB0874.The modeled gravity was interpolated from observed gravity values.
 AB0874
 AB0874;                    North         East    Units  Estimated Accuracy
 AB0874;SPC TX S     - 5,042,190.      382,430.      MT  (+/- 180 meters Scaled)
 AB0874
 AB0874                          SUPERSEDED SURVEY CONTROL
 AB0874
 AB0874  NGVD 29 (??/??/92)   15.840  (m)           51.97   (f) ADJ UNCH    2 0
 AB0874
 AB0874.Superseded values are not recommended for survey control.
 AB0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0874.See file dsdata.txt to determine how the superseded data were derived.
 AB0874
 AB0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP324813(NAD 83)
 AB0874_MARKER: DD = SURVEY DISK
 AB0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0874_SP_SET: CULVERT
 AB0874_STAMPING: M 32 51.93
 AB0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0874
 AB0874  HISTORY     - Date     Condition        Report By
 AB0874  HISTORY     - UNK      MONUMENTED
 AB0874  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0874
 AB0874                          STATION DESCRIPTION
 AB0874
 AB0874'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0874'0.7 MI W FROM LA PALOMA.
 AB0874'0.4 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE ROAD JUNCTION ABOUT 0.3
 AB0874'MILE SOUTH OF THE POST OFFICE AT LA PALOMA, CAMERON COUNTY, AT AN
 AB0874'IRRIGATION CANAL, 37.2 FEET NORTHWEST OF REA CO-OP POLE NO. 15V153,
 AB0874'14.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE
 AB0874'IRRIGATION-CANAL CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH
 AB0874'HEADWALL, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0734 ***********************************************************************
 BZ0734  DESIGNATION -  M 320
 BZ0734  PID         -  BZ0734
 BZ0734  STATE/COUNTY-  TX/MCLENNAN
 BZ0734  USGS QUAD   -  WACO WEST (1975)
 BZ0734
 BZ0734                         *CURRENT SURVEY CONTROL
 BZ0734  ___________________________________________________________________
 BZ0734* NAD 83(1986)-  31 33 07.     (N)    097 07 55.     (W)     SCALED    
 BZ0734* NAVD 88     -       127.349  (meters)     417.81   (feet)  ADJUSTED  
 BZ0734  ___________________________________________________________________
 BZ0734  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BZ0734  DYNAMIC HT  -         127.190 (meters)     417.29  (feet)  COMP
 BZ0734  MODELED GRAV-     979,386.1   (mgal)                       NAVD 88
 BZ0734
 BZ0734  VERT ORDER  -  FIRST     CLASS II
 BZ0734
 BZ0734.The horizontal coordinates were scaled from a topographic map and have
 BZ0734.an estimated accuracy of +/- 6 seconds.
 BZ0734
 BZ0734.The orthometric height was determined by differential leveling
 BZ0734.and adjusted by the National Geodetic Survey in June 1991..
 BZ0734
 BZ0734.The geoid height was determined by GEOID03.
 BZ0734
 BZ0734.The dynamic height is computed by dividing the NAVD 88
 BZ0734.geopotential number by the normal gravity value computed on the
 BZ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0734.degrees latitude (g = 980.6199 gals.).
 BZ0734
 BZ0734.The modeled gravity was interpolated from observed gravity values.
 BZ0734
 BZ0734;                    North         East    Units  Estimated Accuracy
 BZ0734;SPC TX C     - 3,213,370.    1,003,910.      MT  (+/- 180 meters Scaled)
 BZ0734
 BZ0734                          SUPERSEDED SURVEY CONTROL
 BZ0734
 BZ0734  NGVD 29 (??/??/92)  127.292  (m)          417.62   (f) ADJ UNCH    1 2
 BZ0734
 BZ0734.Superseded values are not recommended for survey control.
 BZ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0734.See file dsdata.txt to determine how the superseded data were derived.
 BZ0734
 BZ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV773922(NAD 83)
 BZ0734_MARKER: DB = BENCH MARK DISK
 BZ0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0734_SP_SET: FOUNDATION
 BZ0734_STAMPING: M 320 1935
 BZ0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0734
 BZ0734  HISTORY     - Date     Condition        Report By
 BZ0734  HISTORY     - 1935     MONUMENTED       CGS
 BZ0734  HISTORY     - 1944     GOOD             NGS
 BZ0734  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0734  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0734
 BZ0734                          STATION DESCRIPTION
 BZ0734
 BZ0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BZ0734'IN WACO.
 BZ0734'AT WACO, MCLENNAN COUNTY, AT THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 BZ0734'TEXAS STATION, IN THE EAST WALL, 8.2 FEET SOUTH OF THE NORTHEAST
 BZ0734'CORNER OF THE BUILDING, IN THE SECOND COURSE OF THE STONE FOUNDATION,
 BZ0734'2.5 FEET ABOVE THE WALK, AND SET VERTICALLY.  NOTE-- IT WAS REPORTED
 BZ0734'IN OCTOBER 1944 THAT THIS MARK IS NOW COMPLETELY COVERED BY A TILE
 BZ0734'WALL WHICH WAS PLACED IN 1942 WHEN THE STATION WAS REMODELED.  THIS
 BZ0734'TILE WALL EXTENDS 3 FEET ABOVE THE WALK.
 BZ0734
 BZ0734                          STATION RECOVERY (1980)
 BZ0734
 BZ0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0734'MARK NOT FOUND.
 BZ0734
 BZ0734                          STATION RECOVERY (1995)
 BZ0734
 BZ0734'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0703 ***********************************************************************
 BZ0703  DESIGNATION -  M 321
 BZ0703  PID         -  BZ0703
 BZ0703  STATE/COUNTY-  TX/MCLENNAN
 BZ0703  USGS QUAD   -  WEST (1979)
 BZ0703
 BZ0703                         *CURRENT SURVEY CONTROL
 BZ0703  ___________________________________________________________________
 BZ0703* NAD 83(1986)-  31 48 05.     (N)    097 05 33.     (W)     SCALED    
 BZ0703* NAVD 88     -       196.953  (meters)     646.17   (feet)  ADJUSTED  
 BZ0703  ___________________________________________________________________
 BZ0703  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ0703  DYNAMIC HT  -         196.708 (meters)     645.37  (feet)  COMP
 BZ0703  MODELED GRAV-     979,389.5   (mgal)                       NAVD 88
 BZ0703
 BZ0703  VERT ORDER  -  FIRST     CLASS II
 BZ0703
 BZ0703.The horizontal coordinates were scaled from a topographic map and have
 BZ0703.an estimated accuracy of +/- 6 seconds.
 BZ0703
 BZ0703.The orthometric height was determined by differential leveling
 BZ0703.and adjusted by the National Geodetic Survey in June 1991..
 BZ0703
 BZ0703.The geoid height was determined by GEOID03.
 BZ0703
 BZ0703.The dynamic height is computed by dividing the NAVD 88
 BZ0703.geopotential number by the normal gravity value computed on the
 BZ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0703.degrees latitude (g = 980.6199 gals.).
 BZ0703
 BZ0703.The modeled gravity was interpolated from observed gravity values.
 BZ0703
 BZ0703;                    North         East    Units  Estimated Accuracy
 BZ0703;SPC TX C     - 3,241,120.    1,006,850.      MT  (+/- 180 meters Scaled)
 BZ0703
 BZ0703                          SUPERSEDED SURVEY CONTROL
 BZ0703
 BZ0703  NGVD 29 (??/??/92)  196.866  (m)          645.88   (f) ADJ UNCH    1 2
 BZ0703
 BZ0703.Superseded values are not recommended for survey control.
 BZ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0703.See file dsdata.txt to determine how the superseded data were derived.
 BZ0703
 BZ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA805200(NAD 83)
 BZ0703_MARKER: DB = BENCH MARK DISK
 BZ0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0703_STAMPING: M 321 1935
 BZ0703_PROJECTION: PROJECTING 4 CENTIMETERS
 BZ0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0703+STABILITY: SURFACE MOTION
 BZ0703
 BZ0703  HISTORY     - Date     Condition        Report By
 BZ0703  HISTORY     - 1935     MONUMENTED       CGS
 BZ0703  HISTORY     - 1951     POOR             ATT
 BZ0703  HISTORY     - 1980     POOR             NGS
 BZ0703  HISTORY     - 19910511 POOR             USPSQD
 BZ0703  HISTORY     - 19950715 POOR             USPSQD
 BZ0703  HISTORY     - 20010317 POOR             USPSQD
 BZ0703  HISTORY     - 20040110 MARK NOT FOUND   USPSQD
 BZ0703
 BZ0703                          STATION DESCRIPTION
 BZ0703
 BZ0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0703'IN WEST.
 BZ0703'AT WEST, MCLENNAN COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 BZ0703'TEXAS, 67 FEET EAST OF THE SOUTHEAST CORNER OF THE STATION, IN THE
 BZ0703'MAIN STREET PARK, 52 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 12
 BZ0703'FEET WEST OF THE CURB OF MAIN STREET, 10 FEET NORTH OF THE SIDEWALK
 BZ0703'LEADING ACROSS THE PARK TO THE STATION, AND SET IN THE TOP OF A
 BZ0703'CONCRETE POST.  NOTE-- IT WAS REPORTED IN FEBRUARY 1951 THAT THE
 BZ0703'COPPER DISK HAS BEEN BROKEN AND APPROXIMATELY HALF OF IT IS MISSING.
 BZ0703'THE REMAINING PORTION, HOWEVER, IS FIRMLY SECURED IN THE TOP OF THE
 BZ0703'CONCRETE POST AND THE IDENTIFYING NUMBERS HAVE NOT BEEN DEFACED.
 BZ0703
 BZ0703                          STATION RECOVERY (1951)
 BZ0703
 BZ0703'RECOVERY NOTE BY AMERICAN T AND T CO 1951
 BZ0703'MARK RECOVERED IN POOR CONDITION.
 BZ0703
 BZ0703                          STATION RECOVERY (1980)
 BZ0703
 BZ0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0703'IN WEST, AT THE JUNCTION OF EAST PINE STREET AND MAIN STREET, 15.2 M.
 BZ0703'(50.0 FT.) EAST OF THE EAST RAIL OF THE MAIN TRACKS OF THE MISSOURI
 BZ0703'KANSAS TEXAS RAILROAD, 45.7 M. (150 FT.) SOUTH OF THE CENTERLINE OF
 BZ0703'EAST PINE STREET, 3.7 M. (12.0 FT.) WEST OF THE WEST CURB OF MAIN
 BZ0703'STREET, 4.5 M. (14.6 FT.) SOUTHEAST OF A POWERLINE POLE, 7.6 M.
 BZ0703'(25.0 FT.) SOUTH OF A 50-CM. PECAN TREE.  NOTE-THE COPPER DISK HAS
 BZ0703'BEEN BROKEN IN HALF. THE HIGH POINT WAS HELD OVER THE LETTER A OF THE
 BZ0703'WORD COAST.
 BZ0703'THE MARK IS 0.3 M ABOVE THE STREET.
 BZ0703
 BZ0703                          STATION RECOVERY (1991)
 BZ0703
 BZ0703'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0703'MARK RECOVERED IN POOR CONDITION.
 BZ0703
 BZ0703                          STATION RECOVERY (1995)
 BZ0703
 BZ0703'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0703'MARK RECOVERED IN POOR CONDITION.
 BZ0703
 BZ0703                          STATION RECOVERY (2001)
 BZ0703
 BZ0703'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ0703'MARK RECOVERED IN POOR CONDITION.
 BZ0703
 BZ0703                          STATION RECOVERY (2004)
 BZ0703
 BZ0703'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0794 ***********************************************************************
 BZ0794  DESIGNATION -  M 322
 BZ0794  PID         -  BZ0794
 BZ0794  STATE/COUNTY-  TX/BELL
 BZ0794  USGS QUAD   -  TROY (1993)
 BZ0794
 BZ0794                         *CURRENT SURVEY CONTROL
 BZ0794  ___________________________________________________________________
 BZ0794* NAD 83(1986)-  31 07 40.     (N)    097 19 24.     (W)     SCALED    
 BZ0794* NAVD 88     -       203.686  (meters)     668.26   (feet)  ADJUSTED  
 BZ0794  ___________________________________________________________________
 BZ0794  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ0794  DYNAMIC HT  -         203.417 (meters)     667.38  (feet)  COMP
 BZ0794  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 BZ0794
 BZ0794  VERT ORDER  -  FIRST     CLASS II
 BZ0794
 BZ0794.The horizontal coordinates were scaled from a topographic map and have
 BZ0794.an estimated accuracy of +/- 6 seconds.
 BZ0794
 BZ0794.The orthometric height was determined by differential leveling
 BZ0794.and adjusted by the National Geodetic Survey in June 1991..
 BZ0794
 BZ0794.The geoid height was determined by GEOID03.
 BZ0794
 BZ0794.The dynamic height is computed by dividing the NAVD 88
 BZ0794.geopotential number by the normal gravity value computed on the
 BZ0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0794.degrees latitude (g = 980.6199 gals.).
 BZ0794
 BZ0794.The modeled gravity was interpolated from observed gravity values.
 BZ0794
 BZ0794;                    North         East    Units  Estimated Accuracy
 BZ0794;SPC TX C     - 3,165,860.      987,020.      MT  (+/- 180 meters Scaled)
 BZ0794
 BZ0794                          SUPERSEDED SURVEY CONTROL
 BZ0794
 BZ0794  NGVD 29 (??/??/92)  203.619  (m)          668.04   (f) ADJ UNCH    1 2
 BZ0794
 BZ0794.Superseded values are not recommended for survey control.
 BZ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0794.See file dsdata.txt to determine how the superseded data were derived.
 BZ0794
 BZ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV598449(NAD 83)
 BZ0794_MARKER: DB = BENCH MARK DISK
 BZ0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0794_SP_SET: CULVERT
 BZ0794_STAMPING: M 322 1935
 BZ0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0794
 BZ0794  HISTORY     - Date     Condition        Report By
 BZ0794  HISTORY     - 1935     MONUMENTED       CGS
 BZ0794  HISTORY     - 1980     GOOD             NGS
 BZ0794  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 BZ0794  HISTORY     - 19950715 GOOD             USPSQD
 BZ0794  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0794
 BZ0794                          STATION DESCRIPTION
 BZ0794
 BZ0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0794'2.3 MI N FROM TEMPLE.
 BZ0794'2.3 MILES NORTH OF STATION AND ALONG THE M.K.T.R.R.  SET HORIZONTAL IN
 BZ0794'THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE R.R. CULVERT.
 BZ0794
 BZ0794                          STATION RECOVERY (1980)
 BZ0794
 BZ0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0794'NOTE-OFF MAIN LEVEL LINE, NOT LEVELED THIS DATE.
 BZ0794
 BZ0794                          STATION RECOVERY (1991)
 BZ0794
 BZ0794'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0794'MARK NOT FOUND.
 BZ0794
 BZ0794                          STATION RECOVERY (1995)
 BZ0794
 BZ0794'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0794'RECOVERED IN GOOD CONDITION.
 BZ0794
 BZ0794                          STATION RECOVERY (2001)
 BZ0794
 BZ0794'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0187 ***********************************************************************
 AY0187  DESIGNATION -  M 323
 AY0187  PID         -  AY0187
 AY0187  STATE/COUNTY-  TX/COMAL
 AY0187  USGS QUAD   -  SMITHSON VALLEY (1994)
 AY0187
 AY0187                         *CURRENT SURVEY CONTROL
 AY0187  ___________________________________________________________________
 AY0187* NAD 83(1986)-  29 48 23.     (N)    098 20 07.     (W)     SCALED    
 AY0187* NAVD 88     -       389.524  (meters)    1277.96   (feet)  ADJUSTED  
 AY0187  ___________________________________________________________________
 AY0187  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AY0187  DYNAMIC HT  -         388.960 (meters)    1276.11  (feet)  COMP
 AY0187  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AY0187
 AY0187  VERT ORDER  -  SECOND    CLASS 0
 AY0187
 AY0187.The horizontal coordinates were scaled from a topographic map and have
 AY0187.an estimated accuracy of +/- 6 seconds.
 AY0187
 AY0187.The orthometric height was determined by differential leveling
 AY0187.and adjusted by the National Geodetic Survey in June 1991..
 AY0187
 AY0187.The geoid height was determined by GEOID03.
 AY0187
 AY0187.The dynamic height is computed by dividing the NAVD 88
 AY0187.geopotential number by the normal gravity value computed on the
 AY0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0187.degrees latitude (g = 980.6199 gals.).
 AY0187
 AY0187.The modeled gravity was interpolated from observed gravity values.
 AY0187
 AY0187;                    North         East    Units  Estimated Accuracy
 AY0187;SPC TXSC     - 4,218,850.      664,250.      MT  (+/- 180 meters Scaled)
 AY0187
 AY0187                          SUPERSEDED SURVEY CONTROL
 AY0187
 AY0187  NGVD 29 (??/??/92)  389.414  (m)         1277.60   (f) ADJ UNCH    2 0
 AY0187
 AY0187.Superseded values are not recommended for survey control.
 AY0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0187.See file dsdata.txt to determine how the superseded data were derived.
 AY0187
 AY0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT642975(NAD 83)
 AY0187_MARKER: DB = BENCH MARK DISK
 AY0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0187_STAMPING: M 323 1935
 AY0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0187+STABILITY: SURFACE MOTION
 AY0187
 AY0187  HISTORY     - Date     Condition        Report By
 AY0187  HISTORY     - 1935     MONUMENTED       CGS
 AY0187  HISTORY     - 1953     GOOD             NGS
 AY0187  HISTORY     - 1988     GOOD             USPSQD
 AY0187  HISTORY     - 1989     GOOD             USPSQD
 AY0187  HISTORY     - 19990925 GOOD             USPSQD
 AY0187  HISTORY     - 20060715 GOOD             USPSQD
 AY0187
 AY0187                          STATION DESCRIPTION
 AY0187
 AY0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0187'7.2 MI SE FROM SPRING BRANCH.
 AY0187'7.2 MILES SOUTHEAST ALONG AN OILED ROAD FROM THE POST OFFICE AT SPRING
 AY0187'BRANCH, 0.5 MILE SOUTHEAST OF THE SMITHSON STORE AND POST OFFICE, 65
 AY0187'FEET SOUTH OF THE CENTER LINE OF AN ABANDONED ROAD LEADING WEST, 60
 AY0187'FEET WEST OF THE CENTER LINE OF THE OILED ROAD, 26 FEET WEST OF A
 AY0187'FENCE, 13 FEET NORTH OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A WITNESS
 AY0187'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY0187'THE GROUND.
 AY0187
 AY0187                          STATION RECOVERY (1988)
 AY0187
 AY0187'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0187'RECOVERED IN GOOD CONDITION.
 AY0187
 AY0187                          STATION RECOVERY (1989)
 AY0187
 AY0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0187'RECOVERED IN GOOD CONDITION.
 AY0187
 AY0187                          STATION RECOVERY (1999)
 AY0187
 AY0187'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0187'RECOVERED IN GOOD CONDITION.
 AY0187
 AY0187                          STATION RECOVERY (2006)
 AY0187
 AY0187'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0298 ***********************************************************************
 BM0298  DESIGNATION -  M 325
 BM0298  PID         -  BM0298
 BM0298  STATE/COUNTY-  TX/MILAM
 BM0298  USGS QUAD   -  CAMERON (1989)
 BM0298
 BM0298                         *CURRENT SURVEY CONTROL
 BM0298  ___________________________________________________________________
 BM0298* NAD 83(1986)-  30 45 23.     (N)    096 59 16.     (W)     SCALED    
 BM0298* NAVD 88     -       121.27   (+/-2cm)     397.9    (feet)  VERTCON   
 BM0298  ___________________________________________________________________
 BM0298  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0298
 BM0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0298
 BM0298.The horizontal coordinates were scaled from a topographic map and have
 BM0298.an estimated accuracy of +/- 6 seconds.
 BM0298
 BM0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0298.The vertical order pertains to the NGVD 29 superseded value.
 BM0298
 BM0298.The geoid height was determined by GEOID03.
 BM0298
 BM0298;                    North         East    Units  Estimated Accuracy
 BM0298;SPC TX C     - 3,125,620.    1,020,240.      MT  (+/- 180 meters Scaled)
 BM0298
 BM0298                          SUPERSEDED SURVEY CONTROL
 BM0298
 BM0298  NGVD 29 (??/??/92)  121.213  (m)          397.68   (f) ADJ UNCH    2 0
 BM0298
 BM0298.Superseded values are not recommended for survey control.
 BM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0298.See file dsdata.txt to determine how the superseded data were derived.
 BM0298
 BM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV926043(NAD 83)
 BM0298_MARKER: DB = BENCH MARK DISK
 BM0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0298_SP_SET: FOUNDATION
 BM0298_STAMPING: M 325 1935
 BM0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0298
 BM0298  HISTORY     - Date     Condition        Report By
 BM0298  HISTORY     - 1935     MONUMENTED       CGS
 BM0298  HISTORY     - 1961     GOOD             USGS
 BM0298  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 BM0298  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0298
 BM0298                          STATION DESCRIPTION
 BM0298
 BM0298'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BM0298'IN MINERVA.
 BM0298'AT MINERVA, MILAN COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD
 BM0298'(DISMANTLED) 700 FEET SOUTH OF THE FORMER ROAD CROSSING, 45 YARDS WEST
 BM0298'OF U.S. HIGHWAY 77 AT BRIDGE, IN THE CENTER OF THE TOP OF THE EAST
 BM0298'CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED M 325 1935.
 BM0298
 BM0298                          STATION RECOVERY (1991)
 BM0298
 BM0298'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0298'MARK NOT FOUND.
 BM0298
 BM0298                          STATION RECOVERY (1999)
 BM0298
 BM0298'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0749 ***********************************************************************
 BZ0749  DESIGNATION -  M 327
 BZ0749  PID         -  BZ0749
 BZ0749  STATE/COUNTY-  TX/MCLENNAN
 BZ0749  USGS QUAD   -  WACO EAST (1975)
 BZ0749
 BZ0749                         *CURRENT SURVEY CONTROL
 BZ0749  ___________________________________________________________________
 BZ0749* NAD 83(1986)-  31 30 26.     (N)    097 05 10.     (W)     SCALED    
 BZ0749* NAVD 88     -       122.85   (+/-2cm)     403.1    (feet)  VERTCON   
 BZ0749  ___________________________________________________________________
 BZ0749  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BZ0749
 BZ0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0749
 BZ0749.The horizontal coordinates were scaled from a topographic map and have
 BZ0749.an estimated accuracy of +/- 6 seconds.
 BZ0749
 BZ0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0749.The vertical order pertains to the NGVD 29 superseded value.
 BZ0749
 BZ0749.The geoid height was determined by GEOID03.
 BZ0749
 BZ0749;                    North         East    Units  Estimated Accuracy
 BZ0749;SPC TX C     - 3,208,540.    1,008,400.      MT  (+/- 180 meters Scaled)
 BZ0749
 BZ0749                          SUPERSEDED SURVEY CONTROL
 BZ0749
 BZ0749  NGVD 29 (??/??/92)  122.792  (m)          402.86   (f) ADJ UNCH    2 0
 BZ0749
 BZ0749.Superseded values are not recommended for survey control.
 BZ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0749.See file dsdata.txt to determine how the superseded data were derived.
 BZ0749
 BZ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV817874(NAD 83)
 BZ0749_MARKER: DB = BENCH MARK DISK
 BZ0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0749_STAMPING: M 327 1935
 BZ0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0749+STABILITY: SURFACE MOTION
 BZ0749
 BZ0749  HISTORY     - Date     Condition        Report By
 BZ0749  HISTORY     - 1935     MONUMENTED       CGS
 BZ0749  HISTORY     - 1942     GOOD             NGS
 BZ0749  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0749  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0749  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0749
 BZ0749                          STATION DESCRIPTION
 BZ0749
 BZ0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BZ0749'3.8 MI N FROM DOWNS.
 BZ0749'3.8 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BZ0749'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT DOWNS, 0.3 MILE NORTH OF
 BZ0749'MILEPOST 166, OPPOSITE BRIDGE 166 C, AT A GRAVEL-ROAD CROSSING, 41
 BZ0749'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 40 FEET NORTH OF THE
 BZ0749'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED M 327 1935 AND SET
 BZ0749'IN THE TOP OF A CONCRETE POST.
 BZ0749
 BZ0749                          STATION RECOVERY (1980)
 BZ0749
 BZ0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0749'MARK NOT FOUND.
 BZ0749
 BZ0749                          STATION RECOVERY (1995)
 BZ0749
 BZ0749'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0749'MARK NOT FOUND.
 BZ0749
 BZ0749                          STATION RECOVERY (2001)
 BZ0749
 BZ0749'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0733 ***********************************************************************
 BM0733  DESIGNATION -  M 328
 BM0733  PID         -  BM0733
 BM0733  STATE/COUNTY-  TX/WILLIAMSON
 BM0733  USGS QUAD   -  WEIR (1982)
 BM0733
 BM0733                         *CURRENT SURVEY CONTROL
 BM0733  ___________________________________________________________________
 BM0733* NAD 83(1986)-  30 40 21.     (N)    097 36 33.     (W)     SCALED    
 BM0733* NAVD 88     -       193.32   (+/-2cm)     634.3    (feet)  VERTCON   
 BM0733  ___________________________________________________________________
 BM0733  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BM0733
 BM0733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0733
 BM0733.The horizontal coordinates were scaled from a topographic map and have
 BM0733.an estimated accuracy of +/- 6 seconds.
 BM0733
 BM0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0733.The vertical order pertains to the NGVD 29 superseded value.
 BM0733
 BM0733.The geoid height was determined by GEOID03.
 BM0733
 BM0733;                    North         East    Units  Estimated Accuracy
 BM0733;SPC TX C     - 3,114,700.      961,000.      MT  (+/- 180 meters Scaled)
 BM0733
 BM0733                          SUPERSEDED SURVEY CONTROL
 BM0733
 BM0733  NGVD 29 (??/??/92)  193.219  (m)          633.92   (f) ADJ UNCH    2 0
 BM0733
 BM0733.Superseded values are not recommended for survey control.
 BM0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0733.See file dsdata.txt to determine how the superseded data were derived.
 BM0733
 BM0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU332941(NAD 83)
 BM0733_MARKER: DB = BENCH MARK DISK
 BM0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0733_SP_SET: ABUTMENT
 BM0733_STAMPING: M 328 1935
 BM0733_MARK LOGO: CGS   
 BM0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0733
 BM0733  HISTORY     - Date     Condition        Report By
 BM0733  HISTORY     - 1935     MONUMENTED       CGS
 BM0733  HISTORY     - 1954     GOOD             NGS
 BM0733  HISTORY     - 1980     GOOD             NGS
 BM0733  HISTORY     - 1980     GOOD             USGS
 BM0733  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0733
 BM0733                          STATION DESCRIPTION
 BM0733
 BM0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0733'1.5 MI W FROM WEIR.
 BM0733'1.5 MILES WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 BM0733'FROM THE STATION AT WEIR, 13 POLES EAST OF MILEPOST 919, 10.2 FEET
 BM0733'NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE NORTH END OF THE EAST
 BM0733'CONCRETE ABUTMENT OF BRIDGE U-918 OVER BEAR CREEK.
 BM0733
 BM0733                          STATION RECOVERY (1980)
 BM0733
 BM0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0733'RECOVERED IN GOOD CONDITION.
 BM0733
 BM0733                          STATION RECOVERY (1980)
 BM0733
 BM0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BM0733'1.5 MILES WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM THE
 BM0733'JUNCTION OF FM HIGHWAYS 971 AND 1105 AT WEIR, 13 PLOES EAST OF
 BM0733'MILEPOST 919, 10.2 FEET NORTH OF THE THE NORTH RAIL, SET IN THE TOP
 BM0733'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE U-918 OVER
 BM0733'BERRY CREEK, A STANDARD TAVLET STAMPED "M 328 1935".
 BM0733
 BM0733                          STATION RECOVERY (1999)
 BM0733
 BM0733'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0022 ***********************************************************************
 AY0022  DESIGNATION -  M 329
 AY0022  PID         -  AY0022
 AY0022  STATE/COUNTY-  TX/COMAL
 AY0022  USGS QUAD   -  HUNTER (1994)
 AY0022
 AY0022                         *CURRENT SURVEY CONTROL
 AY0022  ___________________________________________________________________
 AY0022* NAD 83(1986)-  29 48 15.     (N)    098 01 26.     (W)     SCALED    
 AY0022* NAVD 88     -       191.082  (meters)     626.91   (feet)  ADJUSTED  
 AY0022  ___________________________________________________________________
 AY0022  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0022  DYNAMIC HT  -         190.811 (meters)     626.02  (feet)  COMP
 AY0022  MODELED GRAV-     979,219.2   (mgal)                       NAVD 88
 AY0022
 AY0022  VERT ORDER  -  FIRST     CLASS II
 AY0022
 AY0022.The horizontal coordinates were scaled from a topographic map and have
 AY0022.an estimated accuracy of +/- 6 seconds.
 AY0022
 AY0022.The orthometric height was determined by differential leveling
 AY0022.and adjusted by the National Geodetic Survey in June 1991..
 AY0022
 AY0022.The geoid height was determined by GEOID03.
 AY0022
 AY0022.The dynamic height is computed by dividing the NAVD 88
 AY0022.geopotential number by the normal gravity value computed on the
 AY0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0022.degrees latitude (g = 980.6199 gals.).
 AY0022
 AY0022.The modeled gravity was interpolated from observed gravity values.
 AY0022
 AY0022;                    North         East    Units  Estimated Accuracy
 AY0022;SPC TXSC     - 4,218,820.      694,360.      MT  (+/- 180 meters Scaled)
 AY0022
 AY0022                          SUPERSEDED SURVEY CONTROL
 AY0022
 AY0022  NGVD 29 (??/??/92)  190.99   (m)          626.6    (f) COMPUTED    1 2
 AY0022
 AY0022.Superseded values are not recommended for survey control.
 AY0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0022.See file dsdata.txt to determine how the superseded data were derived.
 AY0022
 AY0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT943974(NAD 83)
 AY0022_MARKER: DB = BENCH MARK DISK
 AY0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0022_SP_SET: ABUTMENT
 AY0022_STAMPING: M 329 1935
 AY0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0022
 AY0022  HISTORY     - Date     Condition        Report By
 AY0022  HISTORY     - 1935     MONUMENTED       CGS
 AY0022  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY0022  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0022  HISTORY     - 19880404 GOOD             USPSQD
 AY0022  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0022
 AY0022                          STATION DESCRIPTION
 AY0022
 AY0022'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AY0022'IN HUNTER.
 AY0022'AT HUNTER, COMAL COUNTY, 0.1 MILE SOUTHWEST ALONG THE MISSOURI-PACIFIC
 AY0022'RAILROAD FROM THE STATION, AT MILEPOST 217, AT BRIDGE 217.1, AND IN
 AY0022'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT. A
 AY0022'STANDARD DISK, STAMPED M 329 1935.  NOTE-- THERE WERE LARGE TIMBERS
 AY0022'LAID ON TOP OF THE ABUTMENTS OF THE BRIDGE IN THE PROCESS OF RAISING
 AY0022'THE TRACKS.
 AY0022
 AY0022                          STATION RECOVERY (1980)
 AY0022
 AY0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0022'SEARCHED FOR, NOT RECOVERED.
 AY0022
 AY0022                          STATION RECOVERY (1988)
 AY0022
 AY0022'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0022'RECOVERED IN GOOD CONDITION.
 AY0022
 AY0022                          STATION RECOVERY (1993)
 AY0022
 AY0022'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0875 ***********************************************************************
 AB0875  DESIGNATION -  M 33
 AB0875  PID         -  AB0875
 AB0875  STATE/COUNTY-  TX/CAMERON
 AB0875  USGS QUAD   -  LA PALOMA (1970)
 AB0875
 AB0875                         *CURRENT SURVEY CONTROL
 AB0875  ___________________________________________________________________
 AB0875* NAD 83(1986)-  26 02 42.     (N)    097 40 38.     (W)     SCALED    
 AB0875* NAVD 88     -        15.076  (meters)      49.46   (feet)  ADJUSTED  
 AB0875  ___________________________________________________________________
 AB0875  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AB0875  DYNAMIC HT  -          15.051 (meters)      49.38  (feet)  COMP
 AB0875  MODELED GRAV-     979,021.8   (mgal)                       NAVD 88
 AB0875
 AB0875  VERT ORDER  -  SECOND    CLASS 0
 AB0875
 AB0875.The horizontal coordinates were scaled from a topographic map and have
 AB0875.an estimated accuracy of +/- 6 seconds.
 AB0875
 AB0875.The orthometric height was determined by differential leveling
 AB0875.and adjusted by the National Geodetic Survey in June 1991..
 AB0875
 AB0875.The geoid height was determined by GEOID03.
 AB0875
 AB0875.The dynamic height is computed by dividing the NAVD 88
 AB0875.geopotential number by the normal gravity value computed on the
 AB0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0875.degrees latitude (g = 980.6199 gals.).
 AB0875
 AB0875.The modeled gravity was interpolated from observed gravity values.
 AB0875
 AB0875;                    North         East    Units  Estimated Accuracy
 AB0875;SPC TX S     - 5,042,190.      382,350.      MT  (+/- 180 meters Scaled)
 AB0875
 AB0875                          SUPERSEDED SURVEY CONTROL
 AB0875
 AB0875  NGVD 29 (??/??/92)   15.178  (m)           49.80   (f) ADJ UNCH    2 0
 AB0875
 AB0875.Superseded values are not recommended for survey control.
 AB0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0875.See file dsdata.txt to determine how the superseded data were derived.
 AB0875
 AB0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP323813(NAD 83)
 AB0875_MARKER: DD = SURVEY DISK
 AB0875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0875_SP_SET: CULVERT
 AB0875_STAMPING: M 33 49.80
 AB0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0875
 AB0875  HISTORY     - Date     Condition        Report By
 AB0875  HISTORY     - UNK      MONUMENTED
 AB0875  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0875
 AB0875                          STATION DESCRIPTION
 AB0875
 AB0875'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0875'0.7 MI W FROM LA PALOMA.
 AB0875'0.4 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE ROAD JUNCTION ABOUT 0.3
 AB0875'MILE SOUTH OF THE POST OFFICE AT LA PALOMA, CAMERON COUNTY, 71 YARDS
 AB0875'WEST OF AN IRRIGATION CANAL, MIDWAY BETWEEN REA CO-OP POLES NO. 15V153
 AB0875'AND 15V152, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 AB0875'THE TOP OF THE SOUTH HEADWALL, 38 FEET SOUTH OF THE CENTERLINE OF THE
 AB0875'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0595 ***********************************************************************
 AX0595  DESIGNATION -  M 331 RESET 1947
 AX0595  PID         -  AX0595
 AX0595  STATE/COUNTY-  TX/LAVACA
 AX0595  USGS QUAD   -  SUBLIME (1981)
 AX0595
 AX0595                         *CURRENT SURVEY CONTROL
 AX0595  ___________________________________________________________________
 AX0595* NAD 83(1986)-  29 24 19.     (N)    096 52 07.     (W)     SCALED    
 AX0595* NAVD 88     -        76.207  (meters)     250.02   (feet)  ADJUSTED  
 AX0595  ___________________________________________________________________
 AX0595  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0595  DYNAMIC HT  -          76.099 (meters)     249.67  (feet)  COMP
 AX0595  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 AX0595
 AX0595  VERT ORDER  -  FIRST     CLASS I
 AX0595
 AX0595.The horizontal coordinates were scaled from a topographic map and have
 AX0595.an estimated accuracy of +/- 6 seconds.
 AX0595
 AX0595.The orthometric height was determined by differential leveling
 AX0595.and adjusted by the National Geodetic Survey in June 1991..
 AX0595
 AX0595.The geoid height was determined by GEOID03.
 AX0595
 AX0595.The dynamic height is computed by dividing the NAVD 88
 AX0595.geopotential number by the normal gravity value computed on the
 AX0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0595.degrees latitude (g = 980.6199 gals.).
 AX0595
 AX0595.The modeled gravity was interpolated from observed gravity values.
 AX0595
 AX0595;                    North         East    Units  Estimated Accuracy
 AX0595;SPC TXSC     - 4,176,100.      806,830.      MT  (+/- 180 meters Scaled)
 AX0595
 AX0595                          SUPERSEDED SURVEY CONTROL
 AX0595
 AX0595  NGVD 29 (??/??/92)   76.198  (m)          249.99   (f) ADJ UNCH    1 1
 AX0595
 AX0595.Superseded values are not recommended for survey control.
 AX0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0595.See file dsdata.txt to determine how the superseded data were derived.
 AX0595
 AX0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT068547(NAD 83)
 AX0595_MARKER: DB = BENCH MARK DISK
 AX0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0595_STAMPING: M 331 RESET 1947
 AX0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0595+STABILITY: SURFACE MOTION
 AX0595
 AX0595  HISTORY     - Date     Condition        Report By
 AX0595  HISTORY     - 1947     MONUMENTED       CGS
 AX0595  HISTORY     - 1972     GOOD             NGS
 AX0595  HISTORY     - 19970607 POOR             USPSQD
 AX0595
 AX0595                          STATION DESCRIPTION
 AX0595
 AX0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0595'5.75 MI SE FROM HALLETTSVILLE.
 AX0595'ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 A FROM THE JUNCTION OF U.
 AX0595'S. HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 5.05 MILES
 AX0595'SOUTHEAST ALONG FARM ROAD NO. 530, 165 FEET EAST OF THE EXTENDED
 AX0595'CENTER LINE OF A GRAVEL ROAD LEADING NORTH, 146 FEET EAST OF THE
 AX0595'SOUTHEAST CONCRETE HEADWALL FOR A SMALL BOX CULVERT UNDER THE FARM
 AX0595'ROAD, 47 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 19 1/2 FEET
 AX0595'WEST OF A 12 INCH OAK TREE WHICH SERVES AS A FENCE POST IN A FENCE
 AX0595'LINE, 2.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT WEST OF A
 AX0595'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE FARM ROAD, SET IN
 AX0595'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 AX0595'GROUND.  NOTE-- POST IS CHIPPED ON THE EAST SIDE BUT VERY SOLID IN THE
 AX0595'GROUND.
 AX0595
 AX0595                          STATION RECOVERY (1997)
 AX0595
 AX0595'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0595'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1013 ***********************************************************************
 AN1013  DESIGNATION -  M 332
 AN1013  PID         -  AN1013
 AN1013  STATE/COUNTY-  TX/GOLIAD
 AN1013  USGS QUAD   -  HENSLEY LAKE (1987)
 AN1013
 AN1013                         *CURRENT SURVEY CONTROL
 AN1013  ___________________________________________________________________
 AN1013* NAD 83(1986)-  28 40 42.     (N)    097 19 33.     (W)     SCALED    
 AN1013* NAVD 88     -        38.91   (+/-2cm)     127.7    (feet)  VERTCON   
 AN1013  ___________________________________________________________________
 AN1013  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN1013
 AN1013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1013
 AN1013.The horizontal coordinates were scaled from a topographic map and have
 AN1013.an estimated accuracy of +/- 6 seconds.
 AN1013
 AN1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1013.The vertical order pertains to the NGVD 29 superseded value.
 AN1013
 AN1013.The geoid height was determined by GEOID03.
 AN1013
 AN1013;                    North         East    Units  Estimated Accuracy
 AN1013;SPC TXSC     - 4,094,820.      763,610.      MT  (+/- 180 meters Scaled)
 AN1013
 AN1013                          SUPERSEDED SURVEY CONTROL
 AN1013
 AN1013  NGVD 29 (??/??/92)   38.979  (m)          127.88   (f) ADJ UNCH    2 0
 AN1013
 AN1013.Superseded values are not recommended for survey control.
 AN1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1013.See file dsdata.txt to determine how the superseded data were derived.
 AN1013
 AN1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS635734(NAD 83)
 AN1013_MARKER: DB = BENCH MARK DISK
 AN1013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1013_SP_SET: CONCRETE BASE
 AN1013_STAMPING: M 332 1935
 AN1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1013
 AN1013  HISTORY     - Date     Condition        Report By
 AN1013  HISTORY     - 1935     MONUMENTED       CGS
 AN1013
 AN1013                          STATION DESCRIPTION
 AN1013
 AN1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1013'4.1 MI NE FROM GOLIAD.
 AN1013'4.1 MILES NE OF COUNTY COURTHOUSE AND ALONG THE S P R R AT MILEPOST
 AN1013'113.  DISK IS SET HORIZONTALLY IN TOP OF SW CONCRETE PIER OF RAILWAY
 AN1013'BRIDGE OVER MANAHUILLA CREEK.  8 FEET W OF CENTER OF TRACK AND 6 FEET
 AN1013'BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1050 ***********************************************************************
 AX1050  DESIGNATION -  M 333
 AX1050  PID         -  AX1050
 AX1050  STATE/COUNTY-  TX/COLORADO
 AX1050  USGS QUAD   -  COLUMBUS (1981)
 AX1050
 AX1050                         *CURRENT SURVEY CONTROL
 AX1050  ___________________________________________________________________
 AX1050* NAD 83(1986)-  29 42 08.     (N)    096 35 03.     (W)     SCALED    
 AX1050* NAVD 88     -        70.68   (+/-2cm)     231.9    (feet)  VERTCON   
 AX1050  ___________________________________________________________________
 AX1050  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1050
 AX1050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1050
 AX1050.The horizontal coordinates were scaled from a topographic map and have
 AX1050.an estimated accuracy of +/- 6 seconds.
 AX1050
 AX1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1050.The vertical order pertains to the NGVD 29 superseded value.
 AX1050
 AX1050.The geoid height was determined by GEOID03.
 AX1050
 AX1050;                    North         East    Units  Estimated Accuracy
 AX1050;SPC TXSC     - 4,209,540.      833,740.      MT  (+/- 180 meters Scaled)
 AX1050
 AX1050                          SUPERSEDED SURVEY CONTROL
 AX1050
 AX1050  NGVD 29 (??/??/92)   70.655  (m)          231.81   (f) ADJ UNCH    2 0
 AX1050
 AX1050.Superseded values are not recommended for survey control.
 AX1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1050.See file dsdata.txt to determine how the superseded data were derived.
 AX1050
 AX1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT337882(NAD 83)
 AX1050_MARKER: DB = BENCH MARK DISK
 AX1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1050_STAMPING: M 333 1935
 AX1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1050+STABILITY: SURFACE MOTION
 AX1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1050+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 AX1050
 AX1050  HISTORY     - Date     Condition        Report By
 AX1050  HISTORY     - 1935     MONUMENTED       CGS
 AX1050  HISTORY     - 1943     GOOD             NGS
 AX1050  HISTORY     - 20040318 GOOD             USPSQD
 AX1050
 AX1050                          STATION DESCRIPTION
 AX1050
 AX1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1050'IN GLIDDEN.
 AX1050'AT GLIDDEN, COLORADO COUNTY, 119 YARDS EAST OF THE EAST END OF THE
 AX1050'SOUTHERN PACIFIC RAILROAD STATION, 69.5 FEET WEST OF MILEPOST 87, 78.3
 AX1050'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 2.5 FEET EAST OF A
 AX1050'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK. A
 AX1050'STANDARD DISK, STAMPED M 333 1935 AND SET IN THE TOP OF A CONCRETE
 AX1050'POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 AX1050
 AX1050                          STATION RECOVERY (2004)
 AX1050
 AX1050'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1560 ***********************************************************************
 AN1560  DESIGNATION -  M 334
 AN1560  PID         -  AN1560
 AN1560  STATE/COUNTY-  TX/SAN PATRICIO
 AN1560  USGS QUAD   -  MATHIS (1979)
 AN1560
 AN1560                         *CURRENT SURVEY CONTROL
 AN1560  ___________________________________________________________________
 AN1560* NAD 83(1986)-  28 05 06.     (N)    097 50 14.     (W)     SCALED    
 AN1560* NAVD 88     -        38.695  (meters)     126.95   (feet)  POSTED    
 AN1560  ___________________________________________________________________
 AN1560  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN1560  DYNAMIC HT  -          38.640 (meters)     126.77  (feet)  COMP
 AN1560  MODELED GRAV-     979,131.0   (mgal)                       NAVD 88
 AN1560
 AN1560  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AN1560
 AN1560.The horizontal coordinates were scaled from a topographic map and have
 AN1560.an estimated accuracy of +/- 6 seconds.
 AN1560
 AN1560.The orthometric height was determined by differential leveling
 AN1560.and adjusted by the National Geodetic Survey in 1992..
 AN1560.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AN1560.rate of 1.1 thru 2.0 mm/km.
 AN1560
 AN1560.The geoid height was determined by GEOID03.
 AN1560
 AN1560.The dynamic height is computed by dividing the NAVD 88
 AN1560.geopotential number by the normal gravity value computed on the
 AN1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1560.degrees latitude (g = 980.6199 gals.).
 AN1560
 AN1560.The modeled gravity was interpolated from observed gravity values.
 AN1560
 AN1560;                    North         East    Units  Estimated Accuracy
 AN1560;SPC TX S     - 5,268,120.      365,150.      MT  (+/- 180 meters Scaled)
 AN1560
 AN1560                          SUPERSEDED SURVEY CONTROL
 AN1560
 AN1560  NGVD 29 (??/??/92)   38.752  (m)          127.14   (f) ADJ UNCH    2 0
 AN1560
 AN1560.Superseded values are not recommended for survey control.
 AN1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1560.See file dsdata.txt to determine how the superseded data were derived.
 AN1560
 AN1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS142071(NAD 83)
 AN1560_MARKER: DB = BENCH MARK DISK
 AN1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1560_STAMPING: M-334 1935
 AN1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1560+STABILITY: SURFACE MOTION
 AN1560
 AN1560  HISTORY     - Date     Condition        Report By
 AN1560  HISTORY     - 1935     MONUMENTED       CGS
 AN1560
 AN1560                          STATION DESCRIPTION
 AN1560
 AN1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1560'1.0 MI SW FROM MATHIS.
 AN1560'ALONG S.P.R.R. 46 FEET WEST OF THE TRACK.  2 FEET EAST OF RIGHT OF WAY
 AN1560'FENCE.  DIRECTLY WEST OF MILE POLE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0072 ***********************************************************************
 AJ0072  DESIGNATION -  M 335
 AJ0072  PID         -  AJ0072
 AJ0072  STATE/COUNTY-  TX/JIM WELLS
 AJ0072  USGS QUAD   -  ALICE NORTH (1963)
 AJ0072
 AJ0072                         *CURRENT SURVEY CONTROL
 AJ0072  ___________________________________________________________________
 AJ0072* NAD 83(1986)-  27 51 44.     (N)    098 05 07.     (W)     SCALED    
 AJ0072* NAVD 88     -        73.979  (meters)     242.71   (feet)  POSTED    
 AJ0072  ___________________________________________________________________
 AJ0072  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AJ0072  DYNAMIC HT  -          73.870 (meters)     242.36  (feet)  COMP
 AJ0072  MODELED GRAV-     979,107.8   (mgal)                       NAVD 88
 AJ0072
 AJ0072  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AJ0072
 AJ0072.The horizontal coordinates were scaled from a topographic map and have
 AJ0072.an estimated accuracy of +/- 6 seconds.
 AJ0072
 AJ0072.The orthometric height was determined by differential leveling
 AJ0072.and adjusted by the National Geodetic Survey in 1992..
 AJ0072.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AJ0072.rate of 2.1 thru 3.0 mm/km.
 AJ0072
 AJ0072.The geoid height was determined by GEOID03.
 AJ0072
 AJ0072.The dynamic height is computed by dividing the NAVD 88
 AJ0072.geopotential number by the normal gravity value computed on the
 AJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0072.degrees latitude (g = 980.6199 gals.).
 AJ0072
 AJ0072.The modeled gravity was interpolated from observed gravity values.
 AJ0072
 AJ0072;                    North         East    Units  Estimated Accuracy
 AJ0072;SPC TX S     - 5,243,330.      340,850.      MT  (+/- 180 meters Scaled)
 AJ0072
 AJ0072                          SUPERSEDED SURVEY CONTROL
 AJ0072
 AJ0072  NGVD 29 (??/??/92)   74.061  (m)          242.98   (f) ADJ UNCH    2 0
 AJ0072
 AJ0072.Superseded values are not recommended for survey control.
 AJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0072.See file dsdata.txt to determine how the superseded data were derived.
 AJ0072
 AJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR900822(NAD 83)
 AJ0072_MARKER: DB = BENCH MARK DISK
 AJ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0072_STAMPING: M-335 1935
 AJ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0072+STABILITY: SURFACE MOTION
 AJ0072
 AJ0072  HISTORY     - Date     Condition        Report By
 AJ0072  HISTORY     - 1935     MONUMENTED       CGS
 AJ0072
 AJ0072                          STATION DESCRIPTION
 AJ0072
 AJ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0072'8.2 MI N FROM ALICE.
 AJ0072'8.2 MILES NORTH OF AND ALONG STATE HIGHWAY 66.  50 FEET WEST OF CENTER
 AJ0072'LINE OF HIGHWAY.  JUST INSIDE OF RIGHT OF WAY FENCE.  115 FEET SOUTH
 AJ0072'OF FARMERS SIDE ROAD AND GATE TO WEST INTO A CALCITE PIT.  A GROUP OF
 AJ0072'MAIL BOXES ARE LOCATED CLOSE TO THE ABOVE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0569 ***********************************************************************
 BY0569  DESIGNATION -  M 336
 BY0569  PID         -  BY0569
 BY0569  STATE/COUNTY-  TX/JASPER
 BY0569  USGS QUAD   -  EBENEZER (1984)
 BY0569
 BY0569                         *CURRENT SURVEY CONTROL
 BY0569  ___________________________________________________________________
 BY0569* NAD 83(1986)-  31 02 07.     (N)    094 08 04.     (W)     SCALED    
 BY0569* NAVD 88     -        38.88   (+/-2cm)     127.6    (feet)  VERTCON   
 BY0569  ___________________________________________________________________
 BY0569  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BY0569
 BY0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0569
 BY0569.The horizontal coordinates were scaled from a topographic map and have
 BY0569.an estimated accuracy of +/- 6 seconds.
 BY0569
 BY0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0569.The vertical order pertains to the NGVD 29 superseded value.
 BY0569
 BY0569.The geoid height was determined by GEOID03.
 BY0569
 BY0569;                    North         East    Units  Estimated Accuracy
 BY0569;SPC TX C     - 3,168,200.    1,291,430.      MT  (+/- 180 meters Scaled)
 BY0569
 BY0569                          SUPERSEDED SURVEY CONTROL
 BY0569
 BY0569  NGVD 29 (??/??/92)   38.895  (m)          127.61   (f) ADJ UNCH    2 0
 BY0569
 BY0569.Superseded values are not recommended for survey control.
 BY0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0569.See file dsdata.txt to determine how the superseded data were derived.
 BY0569
 BY0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ917340(NAD 83)
 BY0569_MARKER: DB = BENCH MARK DISK
 BY0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0569_STAMPING: M 336 1952
 BY0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0569+STABILITY: SURFACE MOTION
 BY0569
 BY0569  HISTORY     - Date     Condition        Report By
 BY0569  HISTORY     - 1952     MONUMENTED       CGS
 BY0569  HISTORY     - 1979     GOOD             USGS
 BY0569
 BY0569                          STATION DESCRIPTION
 BY0569
 BY0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0569'19.4 MI NW FROM JASPER.
 BY0569'14.85 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0569'JASPER, THENCE 2.9 MILES NORTHEAST ALONG FARM ROAD 255, THENCE 1.65
 BY0569'MILES EAST ALONG A GRADED DIRT ROAD, AT THE JACK BYERLY HOME, 360
 BY0569'YARDS WEST OF THE WEST BANK OF THE ANGELINA RIVER, 0.25 MILE EAST OF A
 BY0569'STEEL CATTLE GUARD, 169 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BY0569'HOUSE, 56.8 FEET NORTHWEST OF A 38 INCH PECAN TREE, 26 FEET SOUTH OF
 BY0569'THE CENTER LINE OF THE ROAD, 7.6 FEET SOUTH OF A FENCE CORNER, 1.5
 BY0569'FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 BY0569'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY0569
 BY0569                          STATION RECOVERY (1979)
 BY0569
 BY0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0569'1.5 MILES W ALONG HWY 190 AND 63 FROM JCT OF HWYS 190, 63 AND 96, AT
 BY0569'THE S EDGE OF JASPER, THENCE 12.8 MILES NW ALONG HWY 63, THENCE 0.55
 BY0569'MILES N ALONG HWY 255R, THENCE 2.1 MILES E ALONG GRADED ROAD, 169 FT
 BY0569'NW OF THE NW CORNER OF A HOUSE, 26 FT S OF THE CENTERLINE OF THE
 BY0569'ROAD, 7.6 FT S OF A FENCE CORNER, 1.5 FT E OF A FENCE, 1.2 FT S OF A
 BY0569'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT
 BY0569'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0452 ***********************************************************************
 BY0452  DESIGNATION -  M 337
 BY0452  PID         -  BY0452
 BY0452  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0452  USGS QUAD   -  BRONSON (1984)
 BY0452
 BY0452                         *CURRENT SURVEY CONTROL
 BY0452  ___________________________________________________________________
 BY0452* NAD 83(1986)-  31 16 01.     (N)    094 06 35.     (W)     SCALED    
 BY0452* NAVD 88     -        52.48   (+/-2cm)     172.2    (feet)  VERTCON   
 BY0452  ___________________________________________________________________
 BY0452  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BY0452
 BY0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0452
 BY0452.The horizontal coordinates were scaled from a topographic map and have
 BY0452.an estimated accuracy of +/- 6 seconds.
 BY0452
 BY0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0452.The vertical order pertains to the NGVD 29 superseded value.
 BY0452
 BY0452.The geoid height was determined by GEOID03.
 BY0452
 BY0452;                    North         East    Units  Estimated Accuracy
 BY0452;SPC TX C     - 3,193,970.    1,292,350.      MT  (+/- 180 meters Scaled)
 BY0452
 BY0452                          SUPERSEDED SURVEY CONTROL
 BY0452
 BY0452  NGVD 29 (??/??/92)   52.498  (m)          172.24   (f) ADJ UNCH    2 0
 BY0452
 BY0452.Superseded values are not recommended for survey control.
 BY0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0452.See file dsdata.txt to determine how the superseded data were derived.
 BY0452
 BY0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ943597(NAD 83)
 BY0452_MARKER: DB = BENCH MARK DISK
 BY0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0452_STAMPING: M 337 1952
 BY0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0452+STABILITY: SURFACE MOTION
 BY0452
 BY0452  HISTORY     - Date     Condition        Report By
 BY0452  HISTORY     - 1952     MONUMENTED       CGS
 BY0452
 BY0452                          STATION DESCRIPTION
 BY0452
 BY0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0452'20.5 MI S FROM SAN AUGUSTINE.
 BY0452'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0452'SAN AUGUSTINE, THENCE 10.65 MILES SOUTH ALONG FARM ROAD 705, THENCE
 BY0452'1.2 MILES EAST ALONG A GRADED DIRT ROAD, AT THE FOOT OF A HILL, 51
 BY0452'FEET NORTH OF THE CENTER LINE OF THE ROAD, 50 FEET SOUTH OF A WIRE
 BY0452'FENCE, 7 FEET NORTH OF A POWER LINE, 1 FOOT WEST OF A WITNESS POST,
 BY0452'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 BY0452'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0476 ***********************************************************************
 GK0476  DESIGNATION -  M 338
 GK0476  PID         -  GK0476
 GK0476  STATE/COUNTY-  TX/HANSFORD
 GK0476  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0476
 GK0476                         *CURRENT SURVEY CONTROL
 GK0476  ___________________________________________________________________
 GK0476* NAD 83(1986)-  36 19 43.     (N)    101 33 00.     (W)     SCALED    
 GK0476* NAVD 88     -      1009.944  (meters)    3313.46   (feet)  ADJUSTED  
 GK0476  ___________________________________________________________________
 GK0476  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GK0476  DYNAMIC HT  -        1008.850 (meters)    3309.87  (feet)  COMP
 GK0476  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 GK0476
 GK0476  VERT ORDER  -  SECOND    CLASS 0
 GK0476
 GK0476.The horizontal coordinates were scaled from a topographic map and have
 GK0476.an estimated accuracy of +/- 6 seconds.
 GK0476
 GK0476.The orthometric height was determined by differential leveling
 GK0476.and adjusted by the National Geodetic Survey in June 1991..
 GK0476
 GK0476.The geoid height was determined by GEOID03.
 GK0476
 GK0476.The dynamic height is computed by dividing the NAVD 88
 GK0476.geopotential number by the normal gravity value computed on the
 GK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0476.degrees latitude (g = 980.6199 gals.).
 GK0476
 GK0476.The modeled gravity was interpolated from observed gravity values.
 GK0476
 GK0476;                    North         East    Units  Estimated Accuracy
 GK0476;SPC TX N     - 1,258,340.      195,510.      MT  (+/- 180 meters Scaled)
 GK0476
 GK0476                          SUPERSEDED SURVEY CONTROL
 GK0476
 GK0476  NGVD 29 (??/??/92) 1009.490  (m)         3311.97   (f) ADJ UNCH    2 0
 GK0476
 GK0476.Superseded values are not recommended for survey control.
 GK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0476.See file dsdata.txt to determine how the superseded data were derived.
 GK0476
 GK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF711234(NAD 83)
 GK0476_MARKER: DB = BENCH MARK DISK
 GK0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0476_STAMPING: M 338 1952
 GK0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0476+STABILITY: SURFACE MOTION
 GK0476
 GK0476  HISTORY     - Date     Condition        Report By
 GK0476  HISTORY     - 1952     MONUMENTED       CGS
 GK0476
 GK0476                          STATION DESCRIPTION
 GK0476
 GK0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0476'12.35 MI NW FROM GRUVER.
 GK0476'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0476'THENCE 6.0 MILES WEST ALONG FARM ROAD 289, THENCE 1.0 MILE NORTH ALONG
 GK0476'FARM ROAD 1262, THENCE 2.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 GK0476'3.0 MILES NORTH ALONG A GRADED DIRT ROAD, 44 FEET WEST OF THE CENTER
 GK0476'LINE OF A NORTH AND SOUTH ROAD, 31 FEET NORTH OF THE CENTER LINE OF AN
 GK0476'EAST AND WEST ROAD, 34 FEET WEST OF A FENCE CORNER, 1.3 FEET SOUTH OF
 GK0476'A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GK0476'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0189 ***********************************************************************
 GL0189  DESIGNATION -  M 339
 GL0189  PID         -  GL0189
 GL0189  STATE/COUNTY-  TX/SHERMAN
 GL0189  USGS QUAD   -  CONLEN (1965)
 GL0189
 GL0189                         *CURRENT SURVEY CONTROL
 GL0189  ___________________________________________________________________
 GL0189* NAD 83(1986)-  36 13 34.     (N)    102 08 02.     (W)     SCALED    
 GL0189* NAVD 88     -      1135.370  (meters)    3724.96   (feet)  ADJUSTED  
 GL0189  ___________________________________________________________________
 GL0189  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 GL0189  DYNAMIC HT  -        1134.099 (meters)    3720.79  (feet)  COMP
 GL0189  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 GL0189
 GL0189  VERT ORDER  -  SECOND    CLASS 0
 GL0189
 GL0189.The horizontal coordinates were scaled from a topographic map and have
 GL0189.an estimated accuracy of +/- 6 seconds.
 GL0189
 GL0189.The orthometric height was determined by differential leveling
 GL0189.and adjusted by the National Geodetic Survey in June 1991..
 GL0189
 GL0189.The geoid height was determined by GEOID03.
 GL0189
 GL0189.The dynamic height is computed by dividing the NAVD 88
 GL0189.geopotential number by the normal gravity value computed on the
 GL0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0189.degrees latitude (g = 980.6199 gals.).
 GL0189
 GL0189.The modeled gravity was interpolated from observed gravity values.
 GL0189
 GL0189;                    North         East    Units  Estimated Accuracy
 GL0189;SPC TX N     - 1,247,150.      143,010.      MT  (+/- 180 meters Scaled)
 GL0189
 GL0189                          SUPERSEDED SURVEY CONTROL
 GL0189
 GL0189.No superseded survey control is available for this station.
 GL0189
 GL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA576128(NAD 83)
 GL0189_MARKER: DB = BENCH MARK DISK
 GL0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0189_STAMPING: M 339 1952
 GL0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0189+STABILITY: SURFACE MOTION
 GL0189
 GL0189  HISTORY     - Date     Condition        Report By
 GL0189  HISTORY     - 1952     MONUMENTED       CGS
 GL0189
 GL0189                          STATION DESCRIPTION
 GL0189
 GL0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0189'6.5 MI E FROM CONLEN.
 GL0189'0.5 MILE SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S. HIGHWAY
 GL0189'54 AT CONLEN, THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD, 86 FEET
 GL0189'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 66 FEET WEST OF THE
 GL0189'CENTER LINE OF A ROAD LEADING SOUTH, 60 FEET SOUTHWEST OF THE WEST END
 GL0189'OF A 24 INCH PIPE CULVERT UNDER THE ROAD LEADING SOUTH, 52 FEET SOUTH
 GL0189'OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 GL0189'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0189'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0876 ***********************************************************************
 AB0876  DESIGNATION -  M 34
 AB0876  PID         -  AB0876
 AB0876  STATE/COUNTY-  TX/CAMERON
 AB0876  USGS QUAD   -  LA PALOMA (1970)
 AB0876
 AB0876                         *CURRENT SURVEY CONTROL
 AB0876  ___________________________________________________________________
 AB0876* NAD 83(1986)-  26 02 41.     (N)    097 40 54.     (W)     SCALED    
 AB0876* NAVD 88     -        14.896  (meters)      48.87   (feet)  ADJUSTED  
 AB0876  ___________________________________________________________________
 AB0876  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 AB0876  DYNAMIC HT  -          14.871 (meters)      48.79  (feet)  COMP
 AB0876  MODELED GRAV-     979,021.5   (mgal)                       NAVD 88
 AB0876
 AB0876  VERT ORDER  -  SECOND    CLASS 0
 AB0876
 AB0876.The horizontal coordinates were scaled from a topographic map and have
 AB0876.an estimated accuracy of +/- 6 seconds.
 AB0876
 AB0876.The orthometric height was determined by differential leveling
 AB0876.and adjusted by the National Geodetic Survey in June 1991..
 AB0876
 AB0876.The geoid height was determined by GEOID03.
 AB0876
 AB0876.The dynamic height is computed by dividing the NAVD 88
 AB0876.geopotential number by the normal gravity value computed on the
 AB0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0876.degrees latitude (g = 980.6199 gals.).
 AB0876
 AB0876.The modeled gravity was interpolated from observed gravity values.
 AB0876
 AB0876;                    North         East    Units  Estimated Accuracy
 AB0876;SPC TX S     - 5,042,150.      381,900.      MT  (+/- 180 meters Scaled)
 AB0876
 AB0876                          SUPERSEDED SURVEY CONTROL
 AB0876
 AB0876  NGVD 29 (??/??/92)   14.997  (m)           49.20   (f) ADJ UNCH    2 0
 AB0876
 AB0876.Superseded values are not recommended for survey control.
 AB0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0876.See file dsdata.txt to determine how the superseded data were derived.
 AB0876
 AB0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP318813(NAD 83)
 AB0876_MARKER: DD = SURVEY DISK
 AB0876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0876_SP_SET: CULVERT
 AB0876_STAMPING: M 34 49.09
 AB0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0876
 AB0876  HISTORY     - Date     Condition        Report By
 AB0876  HISTORY     - UNK      MONUMENTED
 AB0876  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0876
 AB0876                          STATION DESCRIPTION
 AB0876
 AB0876'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0876'1.1 MI W FROM LA PALOMA.
 AB0876'0.8 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE ROAD JUNCTION ABOUT 0.3
 AB0876'MILE SOUTH OF THE POST OFFICE AT LA PALOMA, CAMERON COUNTY, AT A
 AB0876'DIRT-ROAD INTERSECTION, 38.5 FEET SOUTH OF THE CENTERLINE OF THE
 AB0876'HIGHWAY, 22 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 57 YARDS
 AB0876'EAST OF REA CO-OP POLE NO. 15V149, AT A CONCRETE-BOX CULVERT UNDER THE
 AB0876'HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL, AND ABOUT 1
 AB0876'FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0178 ***********************************************************************
 CA0178  DESIGNATION -  M 340
 CA0178  PID         -  CA0178
 CA0178  STATE/COUNTY-  TX/LAMPASAS
 CA0178  USGS QUAD   -  WOLF RIDGE (1959)
 CA0178
 CA0178                         *CURRENT SURVEY CONTROL
 CA0178  ___________________________________________________________________
 CA0178* NAD 83(1986)-  31 14 21.     (N)    098 32 01.     (W)     SCALED    
 CA0178* NAVD 88     -       376.825  (meters)    1236.30   (feet)  ADJUSTED  
 CA0178  ___________________________________________________________________
 CA0178  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 CA0178  DYNAMIC HT  -         376.322 (meters)    1234.65  (feet)  COMP
 CA0178  MODELED GRAV-     979,296.5   (mgal)                       NAVD 88
 CA0178
 CA0178  VERT ORDER  -  SECOND    CLASS 0
 CA0178
 CA0178.The horizontal coordinates were scaled from a topographic map and have
 CA0178.an estimated accuracy of +/- 6 seconds.
 CA0178
 CA0178.The orthometric height was determined by differential leveling
 CA0178.and adjusted by the National Geodetic Survey in June 1991..
 CA0178
 CA0178.The geoid height was determined by GEOID03.
 CA0178
 CA0178.The dynamic height is computed by dividing the NAVD 88
 CA0178.geopotential number by the normal gravity value computed on the
 CA0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0178.degrees latitude (g = 980.6199 gals.).
 CA0178
 CA0178.The modeled gravity was interpolated from observed gravity values.
 CA0178
 CA0178;                    North         East    Units  Estimated Accuracy
 CA0178;SPC TX C     - 3,175,710.      871,420.      MT  (+/- 180 meters Scaled)
 CA0178
 CA0178                          SUPERSEDED SURVEY CONTROL
 CA0178
 CA0178  NGVD 29 (??/??/92)  376.754  (m)         1236.07   (f) ADJ UNCH    2 0
 CA0178
 CA0178.Superseded values are not recommended for survey control.
 CA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0178.See file dsdata.txt to determine how the superseded data were derived.
 CA0178
 CA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV444562(NAD 83)
 CA0178_MARKER: DB = BENCH MARK DISK
 CA0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0178_STAMPING: M 340 1935
 CA0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0178+STABILITY: SURFACE MOTION
 CA0178
 CA0178  HISTORY     - Date     Condition        Report By
 CA0178  HISTORY     - 1935     MONUMENTED       CGS
 CA0178
 CA0178                          STATION DESCRIPTION
 CA0178
 CA0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0178'12.1 MI W FROM LOMETA.
 CA0178'12.1 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT A ROAD CROSSING.
 CA0178'100 YARDS S.W. OF MILE POST NO. 12.  16 YARDS S.E. OF CENTER OF THE
 CA0178'TRACK.  10 YARDS S.W. OF CENTER OF THE ROAD.  2 YARDS N.E. OF THE
 CA0178'RIGHT OF WAY FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0232 ***********************************************************************
 CA0232  DESIGNATION -  M 341
 CA0232  PID         -  CA0232
 CA0232  STATE/COUNTY-  TX/SAN SABA
 CA0232  USGS QUAD   -  BEAR HOLLOW (1959)
 CA0232
 CA0232                         *CURRENT SURVEY CONTROL
 CA0232  ___________________________________________________________________
 CA0232* NAD 83(1986)-  31 00 24.     (N)    098 42 28.     (W)     SCALED    
 CA0232* NAVD 88     -       448.793  (meters)    1472.41   (feet)  ADJUSTED  
 CA0232  ___________________________________________________________________
 CA0232  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CA0232  DYNAMIC HT  -         448.199 (meters)    1470.47  (feet)  COMP
 CA0232  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 CA0232
 CA0232  VERT ORDER  -  SECOND    CLASS 0
 CA0232
 CA0232.The horizontal coordinates were scaled from a topographic map and have
 CA0232.an estimated accuracy of +/- 6 seconds.
 CA0232
 CA0232.The orthometric height was determined by differential leveling
 CA0232.and adjusted by the National Geodetic Survey in June 1991..
 CA0232
 CA0232.The geoid height was determined by GEOID03.
 CA0232
 CA0232.The dynamic height is computed by dividing the NAVD 88
 CA0232.geopotential number by the normal gravity value computed on the
 CA0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0232.degrees latitude (g = 980.6199 gals.).
 CA0232
 CA0232.The modeled gravity was interpolated from observed gravity values.
 CA0232
 CA0232;                    North         East    Units  Estimated Accuracy
 CA0232;SPC TX C     - 3,149,680.      855,210.      MT  (+/- 180 meters Scaled)
 CA0232
 CA0232                          SUPERSEDED SURVEY CONTROL
 CA0232
 CA0232  NGVD 29 (??/??/92)  448.738  (m)         1472.23   (f) ADJ UNCH    2 0
 CA0232
 CA0232.Superseded values are not recommended for survey control.
 CA0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0232.See file dsdata.txt to determine how the superseded data were derived.
 CA0232
 CA0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV278303(NAD 83)
 CA0232_MARKER: DB = BENCH MARK DISK
 CA0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0232_STAMPING: M 341 1935
 CA0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0232+STABILITY: SURFACE MOTION
 CA0232
 CA0232  HISTORY     - Date     Condition        Report By
 CA0232  HISTORY     - 1935     MONUMENTED       CGS
 CA0232  HISTORY     - 1967     GOOD             NGS
 CA0232
 CA0232                          STATION DESCRIPTION
 CA0232
 CA0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CA0232'2.0 MI N FROM CHEROKEE.
 CA0232'2.0 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE POST OFFICE IN
 CA0232'CHEROKEE, THENCE 0.2 MILE SOUTHEAST ALONG BLADED ROAD, THENCE 0.2 MILE
 CA0232'SOUTH ON DIM TRACK ROAD TO A WASHED OUT BRIDGE AND THE END OF THE
 CA0232'TRACK ROAD.  ABOUT 190 FEET SOUTH OF THE WASHED OUT BRIDGE, 30 FEET
 CA0232'EAST OF A NORTH-SOUTH FENCE, SET IN THE TOP OF A CONCRETE POST THAT
 CA0232'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0038 ***********************************************************************
 AO0038  DESIGNATION -  M 343
 AO0038  PID         -  AO0038
 AO0038  STATE/COUNTY-  TX/ATASCOSA
 AO0038  USGS QUAD   -  PLEASANTON (1985)
 AO0038
 AO0038                         *CURRENT SURVEY CONTROL
 AO0038  ___________________________________________________________________
 AO0038* NAD 83(1986)-  28 56 39.     (N)    098 24 47.     (W)     SCALED    
 AO0038* NAVD 88     -       103.918  (meters)     340.94   (feet)  ADJUSTED  
 AO0038  ___________________________________________________________________
 AO0038  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AO0038  DYNAMIC HT  -         103.768 (meters)     340.45  (feet)  COMP
 AO0038  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 AO0038
 AO0038  VERT ORDER  -  SECOND    CLASS 0
 AO0038
 AO0038.The horizontal coordinates were scaled from a topographic map and have
 AO0038.an estimated accuracy of +/- 6 seconds.
 AO0038
 AO0038.The orthometric height was determined by differential leveling
 AO0038.and adjusted by the National Geodetic Survey in June 1991..
 AO0038
 AO0038.The geoid height was determined by GEOID03.
 AO0038
 AO0038.The dynamic height is computed by dividing the NAVD 88
 AO0038.geopotential number by the normal gravity value computed on the
 AO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0038.degrees latitude (g = 980.6199 gals.).
 AO0038
 AO0038.The modeled gravity was interpolated from observed gravity values.
 AO0038
 AO0038;                    North         East    Units  Estimated Accuracy
 AO0038;SPC TXSC     - 4,123,250.      657,220.      MT  (+/- 180 meters Scaled)
 AO0038
 AO0038                          SUPERSEDED SURVEY CONTROL
 AO0038
 AO0038  NGVD 29 (??/??/92)  103.882  (m)          340.82   (f) ADJ UNCH    2 0
 AO0038
 AO0038.Superseded values are not recommended for survey control.
 AO0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0038.See file dsdata.txt to determine how the superseded data were derived.
 AO0038
 AO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT572019(NAD 83)
 AO0038_MARKER: DB = BENCH MARK DISK
 AO0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0038_SP_SET: BUILDING
 AO0038_STAMPING: M 343 1935
 AO0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0038
 AO0038  HISTORY     - Date     Condition        Report By
 AO0038  HISTORY     - 1935     MONUMENTED       CGS
 AO0038  HISTORY     - 1968     GOOD             USGS
 AO0038
 AO0038                          STATION DESCRIPTION
 AO0038
 AO0038'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0038'4.9 MI SE FROM PLEASANTON.
 AO0038'4.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AO0038'COMMERCE STREET CROSSING IN PLEASANTON.  AT COUGHRANN.  AT THE
 AO0038'SOUTHEAST CORNER OF A GENERAL STORES IN THE NORTHEAST WALL.  6 INCHES
 AO0038'NORTHWEST OF THE SOUTHEAST CORNER AND 1.7 FEET ABOVE THE GROUND.  A
 AO0038'STANDARD BRONZE DISK, STAMPED M 343 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1394 ***********************************************************************
 FL1394  DESIGNATION -  M 346
 FL1394  PID         -  FL1394
 FL1394  STATE/COUNTY-  TX/MOORE
 FL1394  USGS QUAD   -  POLLARD CREEK (1972)
 FL1394
 FL1394                         *CURRENT SURVEY CONTROL
 FL1394  ___________________________________________________________________
 FL1394* NAD 83(1986)-  35 51 00.     (N)    101 43 16.     (W)     SCALED    
 FL1394* NAVD 88     -      1049.089  (meters)    3441.89   (feet)  ADJUSTED  
 FL1394  ___________________________________________________________________
 FL1394  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL1394  DYNAMIC HT  -        1047.892 (meters)    3437.96  (feet)  COMP
 FL1394  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 FL1394
 FL1394  VERT ORDER  -  SECOND    CLASS 0
 FL1394
 FL1394.The horizontal coordinates were scaled from a topographic map and have
 FL1394.an estimated accuracy of +/- 6 seconds.
 FL1394
 FL1394.The orthometric height was determined by differential leveling
 FL1394.and adjusted by the National Geodetic Survey in June 1991..
 FL1394
 FL1394.The geoid height was determined by GEOID03.
 FL1394
 FL1394.The dynamic height is computed by dividing the NAVD 88
 FL1394.geopotential number by the normal gravity value computed on the
 FL1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1394.degrees latitude (g = 980.6199 gals.).
 FL1394
 FL1394.The modeled gravity was interpolated from observed gravity values.
 FL1394
 FL1394;                    North         East    Units  Estimated Accuracy
 FL1394;SPC TX N     - 1,205,260.      180,030.      MT  (+/- 180 meters Scaled)
 FL1394
 FL1394                          SUPERSEDED SURVEY CONTROL
 FL1394
 FL1394  NGVD 29 (??/??/92) 1048.581  (m)         3440.22   (f) ADJ UNCH    2 0
 FL1394
 FL1394.Superseded values are not recommended for survey control.
 FL1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1394.See file dsdata.txt to determine how the superseded data were derived.
 FL1394
 FL1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE542707(NAD 83)
 FL1394_MARKER: DB = BENCH MARK DISK
 FL1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1394_STAMPING: M 346 1952
 FL1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1394+STABILITY: SURFACE MOTION
 FL1394
 FL1394  HISTORY     - Date     Condition        Report By
 FL1394  HISTORY     - 1952     MONUMENTED       CGS
 FL1394
 FL1394                          STATION DESCRIPTION
 FL1394
 FL1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1394'14.7 MI E FROM DUMAS.
 FL1394'14.7 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1394'HIGHWAY 287 AT DUMAS, 74 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FL1394'49 FEET WEST OF A POWER POLE, 3.3 FEET EAST OF A FENCE LEADING SOUTH,
 FL1394'1.5 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE
 FL1394'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0151 ***********************************************************************
 GL0151  DESIGNATION -  M 348
 GL0151  PID         -  GL0151
 GL0151  STATE/COUNTY-  TX/DALLAM
 GL0151  USGS QUAD   -  EXUM (1965)
 GL0151
 GL0151                         *CURRENT SURVEY CONTROL
 GL0151  ___________________________________________________________________
 GL0151* NAD 83(1986)-  36 06 36.     (N)    102 14 25.     (W)     SCALED    
 GL0151* NAVD 88     -      1168.986  (meters)    3835.25   (feet)  ADJUSTED  
 GL0151  ___________________________________________________________________
 GL0151  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 GL0151  DYNAMIC HT  -        1167.652 (meters)    3830.87  (feet)  COMP
 GL0151  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 GL0151
 GL0151  VERT ORDER  -  SECOND    CLASS 0
 GL0151
 GL0151.The horizontal coordinates were scaled from a topographic map and have
 GL0151.an estimated accuracy of +/- 6 seconds.
 GL0151
 GL0151.The orthometric height was determined by differential leveling
 GL0151.and adjusted by the National Geodetic Survey in June 1991..
 GL0151
 GL0151.The geoid height was determined by GEOID03.
 GL0151
 GL0151.The dynamic height is computed by dividing the NAVD 88
 GL0151.geopotential number by the normal gravity value computed on the
 GL0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0151.degrees latitude (g = 980.6199 gals.).
 GL0151
 GL0151.The modeled gravity was interpolated from observed gravity values.
 GL0151
 GL0151;                    North         East    Units  Estimated Accuracy
 GL0151;SPC TX N     - 1,234,330.      133,350.      MT  (+/- 180 meters Scaled)
 GL0151
 GL0151                          SUPERSEDED SURVEY CONTROL
 GL0151
 GL0151  NGVD 29 (??/??/92) 1168.45   (m)         3833.5    (f) COMPUTED    2 0
 GL0151
 GL0151.Superseded values are not recommended for survey control.
 GL0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0151.See file dsdata.txt to determine how the superseded data were derived.
 GL0151
 GL0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV484996(NAD 83)
 GL0151_MARKER: DB = BENCH MARK DISK
 GL0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0151_STAMPING: M 348 1952
 GL0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0151+STABILITY: SURFACE MOTION
 GL0151
 GL0151  HISTORY     - Date     Condition        Report By
 GL0151  HISTORY     - 1952     MONUMENTED       CGS
 GL0151
 GL0151                          STATION DESCRIPTION
 GL0151
 GL0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0151'8.5 MI S FROM CONLEN.
 GL0151'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0151'HIGHWAY 54 AT CONLEN, THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GL0151'47 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 39 FEET
 GL0151'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 5.5 FEET NORTH OF A
 GL0151'POWER POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0151'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0877 ***********************************************************************
 AB0877  DESIGNATION -  M 35
 AB0877  PID         -  AB0877
 AB0877  STATE/COUNTY-  TX/CAMERON
 AB0877  USGS QUAD   -  LA PALOMA (1970)
 AB0877
 AB0877                         *CURRENT SURVEY CONTROL
 AB0877  ___________________________________________________________________
 AB0877* NAD 83(1986)-  26 02 40.     (N)    097 41 06.     (W)     SCALED    
 AB0877* NAVD 88     -        15.096  (meters)      49.53   (feet)  ADJUSTED  
 AB0877  ___________________________________________________________________
 AB0877  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 AB0877  DYNAMIC HT  -          15.071 (meters)      49.45  (feet)  COMP
 AB0877  MODELED GRAV-     979,021.2   (mgal)                       NAVD 88
 AB0877
 AB0877  VERT ORDER  -  SECOND    CLASS 0
 AB0877
 AB0877.The horizontal coordinates were scaled from a topographic map and have
 AB0877.an estimated accuracy of +/- 6 seconds.
 AB0877
 AB0877.The orthometric height was determined by differential leveling
 AB0877.and adjusted by the National Geodetic Survey in June 1991..
 AB0877
 AB0877.The geoid height was determined by GEOID03.
 AB0877
 AB0877.The dynamic height is computed by dividing the NAVD 88
 AB0877.geopotential number by the normal gravity value computed on the
 AB0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0877.degrees latitude (g = 980.6199 gals.).
 AB0877
 AB0877.The modeled gravity was interpolated from observed gravity values.
 AB0877
 AB0877;                    North         East    Units  Estimated Accuracy
 AB0877;SPC TX S     - 5,042,120.      381,570.      MT  (+/- 180 meters Scaled)
 AB0877
 AB0877                          SUPERSEDED SURVEY CONTROL
 AB0877
 AB0877  NGVD 29 (??/??/92)   15.198  (m)           49.86   (f) ADJ UNCH    2 0
 AB0877
 AB0877.Superseded values are not recommended for survey control.
 AB0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0877.See file dsdata.txt to determine how the superseded data were derived.
 AB0877
 AB0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP315812(NAD 83)
 AB0877_MARKER: DD = SURVEY DISK
 AB0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0877_SP_SET: CULVERT
 AB0877_STAMPING: M 35 49.71
 AB0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0877
 AB0877  HISTORY     - Date     Condition        Report By
 AB0877  HISTORY     - UNK      MONUMENTED
 AB0877  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0877
 AB0877                          STATION DESCRIPTION
 AB0877
 AB0877'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0877'1.3 MI W FROM LA PALOMA.
 AB0877'1.0 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE ROAD JUNCTION ABOUT 0.3
 AB0877'MILE SOUTH OF THE POST OFFICE AT LA PALOMA, CAMERON COUNTY, MIDWAY
 AB0877'BETWEEN REA CO-OP POLES NO. 15V147 AND 15V148, AT A CONCRETE-BOX
 AB0877'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH
 AB0877'HEADWALL, 37.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 AB0877'1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0870 ***********************************************************************
 AY0870  DESIGNATION -  M 35
 AY0870  PID         -  AY0870
 AY0870  STATE/COUNTY-  TX/MEDINA
 AY0870  USGS QUAD   -  CASTROVILLE (1982)
 AY0870
 AY0870                         *CURRENT SURVEY CONTROL
 AY0870  ___________________________________________________________________
 AY0870* NAD 83(1986)-  29 16 23.     (N)    098 54 21.     (W)     SCALED    
 AY0870* NAVD 88     -       239.074  (meters)     784.36   (feet)  ADJUSTED  
 AY0870  ___________________________________________________________________
 AY0870  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AY0870  DYNAMIC HT  -         238.731 (meters)     783.24  (feet)  COMP
 AY0870  MODELED GRAV-     979,202.3   (mgal)                       NAVD 88
 AY0870
 AY0870  VERT ORDER  -  FIRST     CLASS II
 AY0870
 AY0870.The horizontal coordinates were scaled from a topographic map and have
 AY0870.an estimated accuracy of +/- 6 seconds.
 AY0870
 AY0870.The orthometric height was determined by differential leveling
 AY0870.and adjusted by the National Geodetic Survey in June 1991..
 AY0870
 AY0870.The geoid height was determined by GEOID03.
 AY0870
 AY0870.The dynamic height is computed by dividing the NAVD 88
 AY0870.geopotential number by the normal gravity value computed on the
 AY0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0870.degrees latitude (g = 980.6199 gals.).
 AY0870
 AY0870.The modeled gravity was interpolated from observed gravity values.
 AY0870
 AY0870;                    North         East    Units  Estimated Accuracy
 AY0870;SPC TXSC     - 4,159,560.      609,150.      MT  (+/- 180 meters Scaled)
 AY0870
 AY0870                          SUPERSEDED SURVEY CONTROL
 AY0870
 AY0870  NGVD 29 (??/??/92)  238.950  (m)          783.96   (f) ADJ UNCH    1 2
 AY0870
 AY0870.Superseded values are not recommended for survey control.
 AY0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0870.See file dsdata.txt to determine how the superseded data were derived.
 AY0870
 AY0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT091382(NAD 83)
 AY0870_MARKER: Z = SEE DESCRIPTION
 AY0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0870_SP_SET: STONE
 AY0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0870+STABILITY: SURFACE MOTION
 AY0870
 AY0870  HISTORY     - Date     Condition        Report By
 AY0870  HISTORY     - UNK      MONUMENTED       CGS
 AY0870  HISTORY     - 1957     GOOD             NGS
 AY0870  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY0870  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0870
 AY0870                          STATION DESCRIPTION
 AY0870
 AY0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0870'6.8 MI SW FROM LACOSTE.
 AY0870'6.8 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0870'STATION AT LACOSTE, 135 FEET NORTHWEST OF THE STATION SIGN AT NOONAN,
 AY0870'110 FEET NORTHEAST OF MILEPOST 241, 42.2 FEET NORTHEAST OF THE
 AY0870'NORTHEAST RAIL OF THE MAIN TRACK, 10 FEET EAST OF TELEPHONE POLE 785,
 AY0870'3 FEET SOUTHWEST OF A FENCE, 1.8 FEET NORTHWEST OF A WITNESS POST,
 AY0870'SURROUNDED BY THE LETTERS USBM, 3 FEET BELOW THE TOP OF THE RAILS, IN
 AY0870'THE TOP OF A STONE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0870
 AY0870                          STATION RECOVERY (1997)
 AY0870
 AY0870'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0870'MARK NOT FOUND.
 AY0870
 AY0870                          STATION RECOVERY (2002)
 AY0870
 AY0870'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1590 ***********************************************************************
 AX1590  DESIGNATION -  M 350
 AX1590  PID         -  AX1590
 AX1590  STATE/COUNTY-  TX/GONZALES
 AX1590  USGS QUAD   -  GONZALES NORTH (1981)
 AX1590
 AX1590                         *CURRENT SURVEY CONTROL
 AX1590  ___________________________________________________________________
 AX1590* NAD 83(1986)-  29 30 47.     (N)    097 27 22.     (W)     SCALED    
 AX1590* NAVD 88     -       100.23   (+/-2cm)     328.8    (feet)  VERTCON   
 AX1590  ___________________________________________________________________
 AX1590  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AX1590
 AX1590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1590
 AX1590.The horizontal coordinates were scaled from a topographic map and have
 AX1590.an estimated accuracy of +/- 6 seconds.
 AX1590
 AX1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1590.The vertical order pertains to the NGVD 29 superseded value.
 AX1590
 AX1590.The geoid height was determined by GEOID03.
 AX1590
 AX1590;                    North         East    Units  Estimated Accuracy
 AX1590;SPC TXSC     - 4,187,150.      749,660.      MT  (+/- 180 meters Scaled)
 AX1590
 AX1590                          SUPERSEDED SURVEY CONTROL
 AX1590
 AX1590  NGVD 29 (??/??/92)  100.199  (m)          328.74   (f) ADJ UNCH    2 0
 AX1590
 AX1590.Superseded values are not recommended for survey control.
 AX1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1590.See file dsdata.txt to determine how the superseded data were derived.
 AX1590
 AX1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT496658(NAD 83)
 AX1590_MARKER: DB = BENCH MARK DISK
 AX1590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1590_SP_SET: WATER TOWER BASE
 AX1590_STAMPING: M 350 1935
 AX1590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1590+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AX1590
 AX1590  HISTORY     - Date     Condition        Report By
 AX1590  HISTORY     - 1935     MONUMENTED       CGS
 AX1590  HISTORY     - 1943     GOOD             NGS
 AX1590  HISTORY     - 1988     GOOD             USPSQD
 AX1590  HISTORY     - 20031001 GOOD             USPSQD
 AX1590  HISTORY     - 20050120 POOR             USPSQD
 AX1590
 AX1590                          STATION DESCRIPTION
 AX1590
 AX1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1590'0.8 MI N FROM GONZALES.
 AX1590'0.8 MILE NORTH ALONG U. S. HIGHWAY 183 FROM THE COUNTY COURTHOUSE AT
 AX1590'GONZALES, GONZALES COUNTY, 0.3 MILE SOUTH OF THE INTERSECTION OF STATE
 AX1590'HIGHWAY 3, ABOUT 450 FEET EAST OF THE HIGHWAY, AT THE SOUTHWEST LEG OF
 AX1590'THE CITY WATER TOWER, AND IN THE TOP OF THE SOUTHWEST SIDE OF THE
 AX1590'CONCRETE BASE.  A STANDARD DISK, STAMPED M 350 1935.
 AX1590
 AX1590                          STATION RECOVERY (1988)
 AX1590
 AX1590'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1590'RECOVERED IN GOOD CONDITION.
 AX1590
 AX1590                          STATION RECOVERY (2003)
 AX1590
 AX1590'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1590'RECOVERED IN GOOD CONDITION.
 AX1590
 AX1590                          STATION RECOVERY (2005)
 AX1590
 AX1590'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX1590'THE WATER TOWER HAS BEEN DEMOLISHED.  GONZALES TX PUBLIC WORKS,
 AX1590'830-672-6558.   THE CONCRETE PADS FOR THE LEGS ARE STILL IN PLACE AND
 AX1590'M350 IS THERE BUT WORN.  DIFFICULT TO READ STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0154 ***********************************************************************
 FL0154  DESIGNATION -  M 353
 FL0154  PID         -  FL0154
 FL0154  STATE/COUNTY-  TX/WHEELER
 FL0154  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0154
 FL0154                         *CURRENT SURVEY CONTROL
 FL0154  ___________________________________________________________________
 FL0154* NAD 83(1986)-  35 12 52.     (N)    100 15 14.     (W)     SCALED    
 FL0154* NAVD 88     -       712.425  (meters)    2337.35   (feet)  ADJUSTED  
 FL0154  ___________________________________________________________________
 FL0154  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0154  DYNAMIC HT  -         711.684 (meters)    2334.92  (feet)  COMP
 FL0154  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 FL0154
 FL0154  VERT ORDER  -  FIRST     CLASS II
 FL0154
 FL0154.The horizontal coordinates were scaled from a topographic map and have
 FL0154.an estimated accuracy of +/- 6 seconds.
 FL0154
 FL0154.The orthometric height was determined by differential leveling
 FL0154.and adjusted by the National Geodetic Survey in June 1991..
 FL0154
 FL0154.The geoid height was determined by GEOID03.
 FL0154
 FL0154.The dynamic height is computed by dividing the NAVD 88
 FL0154.geopotential number by the normal gravity value computed on the
 FL0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0154.degrees latitude (g = 980.6199 gals.).
 FL0154
 FL0154.The modeled gravity was interpolated from observed gravity values.
 FL0154
 FL0154;                    North         East    Units  Estimated Accuracy
 FL0154;SPC TX N     - 1,135,440.      313,450.      MT  (+/- 180 meters Scaled)
 FL0154
 FL0154                          SUPERSEDED SURVEY CONTROL
 FL0154
 FL0154  NGVD 29 (??/??/92)  712.136  (m)         2336.40   (f) ADJ UNCH    1 2
 FL0154
 FL0154.Superseded values are not recommended for survey control.
 FL0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0154.See file dsdata.txt to determine how the superseded data were derived.
 FL0154
 FL0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD858975(NAD 83)
 FL0154_MARKER: DB = BENCH MARK DISK
 FL0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0154_STAMPING: M 353 1953
 FL0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0154+STABILITY: SURFACE MOTION
 FL0154
 FL0154  HISTORY     - Date     Condition        Report By
 FL0154  HISTORY     - 1953     MONUMENTED       CGS
 FL0154
 FL0154                          STATION DESCRIPTION
 FL0154
 FL0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0154'0.5 MI W FROM SHAMROCK.
 FL0154'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0154'THE STATION AT SHAMROCK, 187 FEET NORTHWEST OF THE CENTER OF THE
 FL0154'CROSSING OF THE FORT WORTH AND DENVER RAILROAD, 139 FEET WEST OF
 FL0154'MILEPOST 665, IN LINE WITH A ROW OF POLES, 39.4 FEET NORTH OF THE
 FL0154'NORTH RAIL, 38 FEET NORTHEAST OF A SWITCH STAND, 10 FEET EAST OF A
 FL0154'TELEPHONE POLE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 FL0154'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0322 ***********************************************************************
 FL0322  DESIGNATION -  M 354
 FL0322  PID         -  FL0322
 FL0322  STATE/COUNTY-  TX/GRAY
 FL0322  USGS QUAD   -  ALANREED (1976)
 FL0322
 FL0322                         *CURRENT SURVEY CONTROL
 FL0322  ___________________________________________________________________
 FL0322* NAD 83(1986)-  35 12 32.     (N)    100 43 23.     (W)     SCALED    
 FL0322* NAVD 88     -       921.991  (meters)    3024.90   (feet)  ADJUSTED  
 FL0322  ___________________________________________________________________
 FL0322  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0322  DYNAMIC HT  -         920.975 (meters)    3021.57  (feet)  COMP
 FL0322  MODELED GRAV-     979,500.3   (mgal)                       NAVD 88
 FL0322
 FL0322  VERT ORDER  -  FIRST     CLASS II
 FL0322
 FL0322.The horizontal coordinates were scaled from a topographic map and have
 FL0322.an estimated accuracy of +/- 6 seconds.
 FL0322
 FL0322.The orthometric height was determined by differential leveling
 FL0322.and adjusted by the National Geodetic Survey in June 1991..
 FL0322
 FL0322.The geoid height was determined by GEOID03.
 FL0322
 FL0322.The dynamic height is computed by dividing the NAVD 88
 FL0322.geopotential number by the normal gravity value computed on the
 FL0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0322.degrees latitude (g = 980.6199 gals.).
 FL0322
 FL0322.The modeled gravity was interpolated from observed gravity values.
 FL0322
 FL0322;                    North         East    Units  Estimated Accuracy
 FL0322;SPC TX N     - 1,134,390.      270,740.      MT  (+/- 180 meters Scaled)
 FL0322
 FL0322                          SUPERSEDED SURVEY CONTROL
 FL0322
 FL0322  NGVD 29 (??/??/92)  921.624  (m)         3023.69   (f) ADJ UNCH    1 2
 FL0322
 FL0322.Superseded values are not recommended for survey control.
 FL0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0322.See file dsdata.txt to determine how the superseded data were derived.
 FL0322
 FL0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD431975(NAD 83)
 FL0322_MARKER: DB = BENCH MARK DISK
 FL0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0322_STAMPING: M 354 1953
 FL0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0322+STABILITY: SURFACE MOTION
 FL0322
 FL0322  HISTORY     - Date     Condition        Report By
 FL0322  HISTORY     - 1953     MONUMENTED       CGS
 FL0322
 FL0322                          STATION DESCRIPTION
 FL0322
 FL0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0322'0.75 MI E FROM ALANREED.
 FL0322'0.75 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0322'FROM THE STATION SIGN AT ALANREED, 10.5 FEET NORTHWEST OF THE 10TH
 FL0322'POLE WEST OF MILEPOST 695, 82 FEET EAST OF THE CENTER OF A ROAD
 FL0322'CROSSING, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.5 FEET SOUTHWEST
 FL0322'OF A FENCE, 2.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 FL0322'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0320 ***********************************************************************
 AO0320  DESIGNATION -  M 356
 AO0320  PID         -  AO0320
 AO0320  STATE/COUNTY-  TX/LA SALLE
 AO0320  USGS QUAD   -  CAIMAN CREEK NE (1974)
 AO0320
 AO0320                         *CURRENT SURVEY CONTROL
 AO0320  ___________________________________________________________________
 AO0320* NAD 83(1986)-  28 11 23.     (N)    099 01 33.     (W)     SCALED    
 AO0320* NAVD 88     -        98.172  (meters)     322.09   (feet)  POSTED    
 AO0320  ___________________________________________________________________
 AO0320  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AO0320  DYNAMIC HT  -          98.020 (meters)     321.59  (feet)  COMP
 AO0320  MODELED GRAV-     979,128.6   (mgal)                       NAVD 88
 AO0320
 AO0320  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0320
 AO0320.The horizontal coordinates were scaled from a topographic map and have
 AO0320.an estimated accuracy of +/- 6 seconds.
 AO0320
 AO0320.The orthometric height was determined by differential leveling
 AO0320.and adjusted by the National Geodetic Survey in 1992..
 AO0320.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0320.rate of 1.1 thru 2.0 mm/km.
 AO0320
 AO0320.The geoid height was determined by GEOID03.
 AO0320
 AO0320.The dynamic height is computed by dividing the NAVD 88
 AO0320.geopotential number by the normal gravity value computed on the
 AO0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0320.degrees latitude (g = 980.6199 gals.).
 AO0320
 AO0320.The modeled gravity was interpolated from observed gravity values.
 AO0320
 AO0320;                    North         East    Units  Estimated Accuracy
 AO0320;SPC TXSC     - 4,039,500.      597,460.      MT  (+/- 180 meters Scaled)
 AO0320
 AO0320                          SUPERSEDED SURVEY CONTROL
 AO0320
 AO0320  NGVD 29 (??/??/92)   98.116  (m)          321.90   (f) ADJ UNCH    2 0
 AO0320
 AO0320.Superseded values are not recommended for survey control.
 AO0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0320.See file dsdata.txt to determine how the superseded data were derived.
 AO0320
 AO0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS974182(NAD 83)
 AO0320_MARKER: DB = BENCH MARK DISK
 AO0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0320_STAMPING: M-356 1935
 AO0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0320+STABILITY: SURFACE MOTION
 AO0320
 AO0320  HISTORY     - Date     Condition        Report By
 AO0320  HISTORY     - 1935     MONUMENTED       CGS
 AO0320  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0320
 AO0320                          STATION DESCRIPTION
 AO0320
 AO0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0320'24.6 MI SE FROM COTULLA.
 AO0320'24.6 MILES SOUTHEAST OF AND ALONG RIVER ROAD.  AT A CROSS FENCE AND
 AO0320'CATTLE GUARD AT THE ENTRANCE TO BURKS RANCH.  76 FT. E. OF CENTERLINE
 AO0320'OF ROAD.  3 FT. S. OF CROSS FENCE.  SET IN TOP OF A CONCRETE POST.
 AO0320
 AO0320                          STATION RECOVERY (1974)
 AO0320
 AO0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0699 ***********************************************************************
 AJ0699  DESIGNATION -  M 357
 AJ0699  PID         -  AJ0699
 AJ0699  STATE/COUNTY-  TX/DUVAL
 AJ0699  USGS QUAD   -  ROSITA (1968)
 AJ0699
 AJ0699                         *CURRENT SURVEY CONTROL
 AJ0699  ___________________________________________________________________
 AJ0699* NAD 83(1986)-  27 49 55.     (N)    098 29 42.     (W)     SCALED    
 AJ0699* NAVD 88     -       154.843  (meters)     508.01   (feet)  POSTED    
 AJ0699  ___________________________________________________________________
 AJ0699  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AJ0699  DYNAMIC HT  -         154.600 (meters)     507.22  (feet)  COMP
 AJ0699  MODELED GRAV-     979,080.9   (mgal)                       NAVD 88
 AJ0699
 AJ0699  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0699
 AJ0699.The horizontal coordinates were scaled from a topographic map and have
 AJ0699.an estimated accuracy of +/- 6 seconds.
 AJ0699
 AJ0699.The orthometric height was determined by differential leveling
 AJ0699.and adjusted by the National Geodetic Survey in 1992..
 AJ0699.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0699.rate of 1.1 thru 2.0 mm/km.
 AJ0699
 AJ0699.The geoid height was determined by GEOID03.
 AJ0699
 AJ0699.The dynamic height is computed by dividing the NAVD 88
 AJ0699.geopotential number by the normal gravity value computed on the
 AJ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0699.degrees latitude (g = 980.6199 gals.).
 AJ0699
 AJ0699.The modeled gravity was interpolated from observed gravity values.
 AJ0699
 AJ0699;                    North         East    Units  Estimated Accuracy
 AJ0699;SPC TX S     - 5,239,900.      300,490.      MT  (+/- 180 meters Scaled)
 AJ0699
 AJ0699                          SUPERSEDED SURVEY CONTROL
 AJ0699
 AJ0699  NGVD 29 (??/??/92)  154.875  (m)          508.12   (f) ADJ UNCH    2 0
 AJ0699
 AJ0699.Superseded values are not recommended for survey control.
 AJ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0699.See file dsdata.txt to determine how the superseded data were derived.
 AJ0699
 AJ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR497786(NAD 83)
 AJ0699_MARKER: DB = BENCH MARK DISK
 AJ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0699_STAMPING: M-357 1935
 AJ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0699+STABILITY: SURFACE MOTION
 AJ0699
 AJ0699  HISTORY     - Date     Condition        Report By
 AJ0699  HISTORY     - 1935     MONUMENTED       CGS
 AJ0699  HISTORY     - 1968     GOOD             USGS
 AJ0699
 AJ0699                          STATION DESCRIPTION
 AJ0699
 AJ0699'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0699'9.3 MI SW FROM FREER.
 AJ0699'FREER, 8.8 MILES SOUTHEAST ALONG STATE HIGHWAY 44.  THENCE 0.5 MILES
 AJ0699'SOUTHWEST ALONG THE TELEPHONE LINE CROSSING, 151 FEET SOUTHEAST ALONG
 AJ0699'TRACK ROAD PARALLELING TELEPHONE POLE LINE, 52 FEET NORTHEAST
 AJ0699'CENTERLINE TRACK ROAD.  A STANDARD TABLET SET IN CONCRETE POST
 AJ0699'PROJECTING 0.2 FEET AND STAMPED M 357 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0239 ***********************************************************************
 BA0239  DESIGNATION -  M 358
 BA0239  PID         -  BA0239
 BA0239  STATE/COUNTY-  TX/BREWSTER
 BA0239  USGS QUAD   -  
 BA0239
 BA0239                         *CURRENT SURVEY CONTROL
 BA0239  ___________________________________________________________________
 BA0239* NAD 83(1986)-  29 07 23.     (N)    103 30 16.     (W)     SCALED    
 BA0239* NAVD 88     -       645.273  (meters)    2117.03   (feet)  ADJUSTED  
 BA0239  ___________________________________________________________________
 BA0239  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BA0239  DYNAMIC HT  -         644.230 (meters)    2113.61  (feet)  COMP
 BA0239  MODELED GRAV-     979,007.5   (mgal)                       NAVD 88
 BA0239
 BA0239  VERT ORDER  -  FIRST     CLASS II
 BA0239
 BA0239.The horizontal coordinates were scaled from a topographic map and have
 BA0239.an estimated accuracy of +/- 6 seconds.
 BA0239
 BA0239.The orthometric height was determined by differential leveling
 BA0239.and adjusted by the National Geodetic Survey in June 1991..
 BA0239
 BA0239.The geoid height was determined by GEOID03.
 BA0239
 BA0239.The dynamic height is computed by dividing the NAVD 88
 BA0239.geopotential number by the normal gravity value computed on the
 BA0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0239.degrees latitude (g = 980.6199 gals.).
 BA0239
 BA0239.The modeled gravity was interpolated from observed gravity values.
 BA0239
 BA0239;                    North         East    Units  Estimated Accuracy
 BA0239;SPC TXSC     - 4,151,380.      161,780.      MT  (+/- 180 meters Scaled)
 BA0239
 BA0239                          SUPERSEDED SURVEY CONTROL
 BA0239
 BA0239  NGVD 29 (??/??/92)  644.867  (m)         2115.70   (f) ADJ UNCH    1 2
 BA0239
 BA0239.Superseded values are not recommended for survey control.
 BA0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0239.See file dsdata.txt to determine how the superseded data were derived.
 BA0239
 BA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN455225(NAD 83)
 BA0239_MARKER: DB = BENCH MARK DISK
 BA0239_SETTING: 66 = SET IN ROCK OUTCROP
 BA0239_SP_SET: ROCK OUTCROP
 BA0239_STAMPING: M 358 1943
 BA0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0239+STABILITY: POSITION/ELEVATION WELL
 BA0239
 BA0239  HISTORY     - Date     Condition        Report By
 BA0239  HISTORY     - 1943     MONUMENTED       CGS
 BA0239  HISTORY     - 1958     GOOD             NGS
 BA0239
 BA0239                          STATION DESCRIPTION
 BA0239
 BA0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0239'1.05 MI SE FROM CASTOLON.
 BA0239'ABOUT 1.05 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0239'OFFICE AT CASTOLON, SET VERTICALLY IN THE FACE OF A ROCK OUTCROP, 9
 BA0239'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE SOUTH
 BA0239'EAST OF A WOODEN GATE ON THE SOUTHWEST SIDE OF THE ROAD, 2 FEET ABOVE
 BA0239'THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0692 ***********************************************************************
 CD0692  DESIGNATION -  M 359
 CD0692  PID         -  CD0692
 CD0692  STATE/COUNTY-  TX/HUDSPETH
 CD0692  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0692
 CD0692                         *CURRENT SURVEY CONTROL
 CD0692  ___________________________________________________________________
 CD0692* NAD 83(1986)-  31 49 04.     (N)    105 41 38.     (W)     SCALED    
 CD0692* NAVD 88     -      1478.118  (meters)    4849.46   (feet)  ADJUSTED  
 CD0692  ___________________________________________________________________
 CD0692  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0692  DYNAMIC HT  -        1475.822 (meters)    4841.93  (feet)  COMP
 CD0692  MODELED GRAV-     979,033.6   (mgal)                       NAVD 88
 CD0692
 CD0692  VERT ORDER  -  FIRST     CLASS II
 CD0692
 CD0692.The horizontal coordinates were scaled from a topographic map and have
 CD0692.an estimated accuracy of +/- 6 seconds.
 CD0692
 CD0692.The orthometric height was determined by differential leveling
 CD0692.and adjusted by the National Geodetic Survey in June 1991..
 CD0692
 CD0692.The geoid height was determined by GEOID03.
 CD0692
 CD0692.The dynamic height is computed by dividing the NAVD 88
 CD0692.geopotential number by the normal gravity value computed on the
 CD0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0692.degrees latitude (g = 980.6199 gals.).
 CD0692
 CD0692.The modeled gravity was interpolated from observed gravity values.
 CD0692
 CD0692;                    North         East    Units  Estimated Accuracy
 CD0692;SPC TX C     - 3,250,700.      192,670.      MT  (+/- 180 meters Scaled)
 CD0692
 CD0692                          SUPERSEDED SURVEY CONTROL
 CD0692
 CD0692  NGVD 29 (??/??/92) 1477.461  (m)         4847.30   (f) ADJ UNCH    1 2
 CD0692
 CD0692.Superseded values are not recommended for survey control.
 CD0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0692.See file dsdata.txt to determine how the superseded data were derived.
 CD0692
 CD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR343204(NAD 83)
 CD0692_MARKER: DB = BENCH MARK DISK
 CD0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0692_STAMPING: M 359 1943
 CD0692_PROJECTION: PROJECTING 25 CENTIMETERS
 CD0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0692+STABILITY: SURFACE MOTION
 CD0692
 CD0692  HISTORY     - Date     Condition        Report By
 CD0692  HISTORY     - 1943     MONUMENTED       CGS
 CD0692  HISTORY     - 1976     GOOD             USGS
 CD0692  HISTORY     - 1981     GOOD             NGS
 CD0692
 CD0692                          STATION DESCRIPTION
 CD0692
 CD0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0692'50.1 MI E FROM EL PASO.
 CD0692'IN HUDSPETH COUNTY, 50.1 MILES EAST ALONG U.S. HIGHWAY 62 AND 180 FROM
 CD0692'THE CITY HALL AT EL PASO, EL PASO COUNTY, 0.2 MILE EAST OF A METAL
 CD0692'CULVERT, 56 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 CD0692'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M 359 1943 AND SET IN THE
 CD0692'TOP OF A CONCRETE POST.
 CD0692
 CD0692                          STATION RECOVERY (1976)
 CD0692
 CD0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0692'FROM JCT. OF LOOP 16 AND U.S. HWYS. 62 AND 180, TRAVEL EAST ON 62 AND
 CD0692'180 FOR 45.30 MILES TO MARK, 0.2 MI. E. OF METAL CULVERT, 56 FT.
 CD0692'SOUTH OF CENTERLINE OF HWY. AND LEVEL WITH THE ROAD. A STANDARD DISK
 CD0692'SET IN A CONCRETE POST AND STAMPED M 359 1943.
 CD0692
 CD0692                          STATION RECOVERY (1981)
 CD0692
 CD0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0692'72.4 KM (45.4 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0692'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0692'2.3 KM (1.45 MI) EAST OF A POWERLINE CROSSING, 1.9 KM (1.2 MI) EAST
 CD0692'EAST OF A GRAVELED ROAD LEADING NORTH TO THE DIAMOND A CATTLE COMPANY,
 CD0692'20.7 METERS (68.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 CD0692'AND 2.6 METERS (8.5 FT) NORTH-NORTHEAST OF A FENCE.
 CD0692'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CD0692'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0878 ***********************************************************************
 AB0878  DESIGNATION -  M 36
 AB0878  PID         -  AB0878
 AB0878  STATE/COUNTY-  TX/CAMERON
 AB0878  USGS QUAD   -  LA PALOMA (1970)
 AB0878
 AB0878                         *CURRENT SURVEY CONTROL
 AB0878  ___________________________________________________________________
 AB0878* NAD 83(1986)-  26 02 38.     (N)    097 41 21.     (W)     SCALED    
 AB0878* NAVD 88     -        15.864  (meters)      52.05   (feet)  ADJUSTED  
 AB0878  ___________________________________________________________________
 AB0878  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 AB0878  DYNAMIC HT  -          15.839 (meters)      51.97  (feet)  COMP
 AB0878  MODELED GRAV-     979,020.9   (mgal)                       NAVD 88
 AB0878
 AB0878  VERT ORDER  -  SECOND    CLASS 0
 AB0878
 AB0878.The horizontal coordinates were scaled from a topographic map and have
 AB0878.an estimated accuracy of +/- 6 seconds.
 AB0878
 AB0878.The orthometric height was determined by differential leveling
 AB0878.and adjusted by the National Geodetic Survey in June 1991..
 AB0878
 AB0878.The geoid height was determined by GEOID03.
 AB0878
 AB0878.The dynamic height is computed by dividing the NAVD 88
 AB0878.geopotential number by the normal gravity value computed on the
 AB0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0878.degrees latitude (g = 980.6199 gals.).
 AB0878
 AB0878.The modeled gravity was interpolated from observed gravity values.
 AB0878
 AB0878;                    North         East    Units  Estimated Accuracy
 AB0878;SPC TX S     - 5,042,060.      381,150.      MT  (+/- 180 meters Scaled)
 AB0878
 AB0878                          SUPERSEDED SURVEY CONTROL
 AB0878
 AB0878  NGVD 29 (??/??/92)   15.966  (m)           52.38   (f) ADJ UNCH    2 0
 AB0878
 AB0878.Superseded values are not recommended for survey control.
 AB0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0878.See file dsdata.txt to determine how the superseded data were derived.
 AB0878
 AB0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP311812(NAD 83)
 AB0878_MARKER: DD = SURVEY DISK
 AB0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0878_SP_SET: CULVERT
 AB0878_STAMPING: M 36 52.42
 AB0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0878
 AB0878  HISTORY     - Date     Condition        Report By
 AB0878  HISTORY     - UNK      MONUMENTED
 AB0878  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0878
 AB0878                          STATION DESCRIPTION
 AB0878
 AB0878'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0878'1.5 MI W FROM LA PALOMA.
 AB0878'1.2 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE ROAD JUNCTION ABOUT 0.3
 AB0878'MILE SOUTH OF THE POST OFFICE AT LA PALOMA, CAMERON COUNTY, 37.8 FEET
 AB0878'NORTHWEST OF REA CO-OP POLE NO. 15V145, AT A CONCRETE-BOX CULVERT
 AB0878'UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL,
 AB0878'38.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 AB0878'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0310 ***********************************************************************
 AY0310  DESIGNATION -  M 36
 AY0310  PID         -  AY0310
 AY0310  STATE/COUNTY-  TX/BEXAR
 AY0310  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0310
 AY0310                         *CURRENT SURVEY CONTROL
 AY0310  ___________________________________________________________________
 AY0310* NAD 83(1986)-  29 24 10.     (N)    098 29 11.     (W)     SCALED    
 AY0310* NAVD 88     -       191.393  (meters)     627.93   (feet)  ADJUSTED  
 AY0310  ___________________________________________________________________
 AY0310  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AY0310  DYNAMIC HT  -         191.115 (meters)     627.02  (feet)  COMP
 AY0310  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 AY0310
 AY0310  VERT ORDER  -  FIRST     CLASS II
 AY0310
 AY0310.The horizontal coordinates were scaled from a topographic map and have
 AY0310.an estimated accuracy of +/- 6 seconds.
 AY0310
 AY0310.The orthometric height was determined by differential leveling
 AY0310.and adjusted by the National Geodetic Survey in June 1991..
 AY0310.WARNING-Repeat measurements at this control monument indicate possible
 AY0310.vertical movement.
 AY0310
 AY0310.The geoid height was determined by GEOID03.
 AY0310
 AY0310.The dynamic height is computed by dividing the NAVD 88
 AY0310.geopotential number by the normal gravity value computed on the
 AY0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0310.degrees latitude (g = 980.6199 gals.).
 AY0310
 AY0310.The modeled gravity was interpolated from observed gravity values.
 AY0310
 AY0310;                    North         East    Units  Estimated Accuracy
 AY0310;SPC TXSC     - 4,174,050.      649,840.      MT  (+/- 180 meters Scaled)
 AY0310
 AY0310                          SUPERSEDED SURVEY CONTROL
 AY0310
 AY0310.No superseded survey control is available for this station.
 AY0310
 AY0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT498527(NAD 83)
 AY0310_MARKER: DB = BENCH MARK DISK
 AY0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0310_SP_SET: ABUTMENT
 AY0310_STAMPING: M 36 1917 ELEV. 627.54 FT.
 AY0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0310
 AY0310  HISTORY     - Date     Condition        Report By
 AY0310  HISTORY     - 1917     MONUMENTED       CGS
 AY0310  HISTORY     - 1943     GOOD             NGS
 AY0310  HISTORY     - 1946     GOOD             NGS
 AY0310  HISTORY     - 1980     GOOD             NGS
 AY0310  HISTORY     - 19950331 GOOD             USPSQD
 AY0310
 AY0310                          STATION DESCRIPTION
 AY0310
 AY0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0310'1.7 MI SW FROM SAN ANTONIO.
 AY0310'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0310'PROCEED 1.7 MILE SOUTHWESTERLY ALONG THE TRACKS TO MILE POST NO. 211
 AY0310'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE NORTH
 AY0310'END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 211-A.  IT IS
 AY0310'1 TELEGRAPH POLE WEST OF MILE POST NO. 211.  IT IS 10.0 FEET NORTH OF
 AY0310'AND ABOUT 0.8 FOOT BELOW THE CENTERLINE OF TRACK.
 AY0310
 AY0310                          STATION RECOVERY (1946)
 AY0310
 AY0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0310'RECOVERED IN GOOD CONDITION.
 AY0310
 AY0310                          STATION RECOVERY (1980)
 AY0310
 AY0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0310'RECOVERED IN GOOD CONDITION.
 AY0310
 AY0310                          STATION RECOVERY (1995)
 AY0310
 AY0310'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1067 ***********************************************************************
 FL1067  DESIGNATION -  M 361
 FL1067  PID         -  FL1067
 FL1067  STATE/COUNTY-  TX/POTTER
 FL1067  USGS QUAD   -  AMARILLO EAST (1973)
 FL1067
 FL1067                         *CURRENT SURVEY CONTROL
 FL1067  ___________________________________________________________________
 FL1067* NAD 83(1986)-  35 13 09.     (N)    101 45 36.     (W)     SCALED    
 FL1067* NAVD 88     -      1096.896  (meters)    3598.73   (feet)  ADJUSTED  
 FL1067  ___________________________________________________________________
 FL1067  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL1067  DYNAMIC HT  -        1095.594 (meters)    3594.46  (feet)  COMP
 FL1067  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 FL1067
 FL1067  VERT ORDER  -  FIRST     CLASS II
 FL1067
 FL1067.The horizontal coordinates were scaled from a topographic map and have
 FL1067.an estimated accuracy of +/- 6 seconds.
 FL1067
 FL1067.The orthometric height was determined by differential leveling
 FL1067.and adjusted by the National Geodetic Survey in June 1991..
 FL1067
 FL1067.The geoid height was determined by GEOID03.
 FL1067
 FL1067.The dynamic height is computed by dividing the NAVD 88
 FL1067.geopotential number by the normal gravity value computed on the
 FL1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1067.degrees latitude (g = 980.6199 gals.).
 FL1067
 FL1067.The modeled gravity was interpolated from observed gravity values.
 FL1067
 FL1067;                    North         East    Units  Estimated Accuracy
 FL1067;SPC TX N     - 1,135,280.      176,330.      MT  (+/- 180 meters Scaled)
 FL1067
 FL1067                          SUPERSEDED SURVEY CONTROL
 FL1067
 FL1067  NGVD 29 (??/??/92) 1096.399  (m)         3597.10   (f) ADJ UNCH    1 2
 FL1067
 FL1067.Superseded values are not recommended for survey control.
 FL1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1067.See file dsdata.txt to determine how the superseded data were derived.
 FL1067
 FL1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE487008(NAD 83)
 FL1067_MARKER: DB = BENCH MARK DISK
 FL1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1067_STAMPING: M 361 1943
 FL1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1067+STABILITY: SURFACE MOTION
 FL1067
 FL1067  HISTORY     - Date     Condition        Report By
 FL1067  HISTORY     - 1943     MONUMENTED       CGS
 FL1067  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1067
 FL1067                          STATION DESCRIPTION
 FL1067
 FL1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1067'3 MI E FROM AMARILLO.
 FL1067'3.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL1067'FROM AMARILLO, POTTER COUNTY, 11-1/2 POLES WEST OF MILEPOST 756, 94
 FL1067'FEET SOUTH OF THE SOUTH RAIL, 20 FEET WEST OF A T-FENCE CORNER, AND
 FL1067'2.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 FL1067'STAMPED M 361 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FL1067'INCHES ABOVE GROUND.
 FL1067
 FL1067                          STATION RECOVERY (1984)
 FL1067
 FL1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1067'THE POST WAS FOUND WITH THE TOP BROKEN OFF.  THE DISK WAS NOT
 FL1067'RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0488 ***********************************************************************
 EN0488  DESIGNATION -  M 362
 EN0488  PID         -  EN0488
 EN0488  STATE/COUNTY-  TX/ARMSTRONG
 EN0488  USGS QUAD   -  WAYSIDE (1984)
 EN0488
 EN0488                         *CURRENT SURVEY CONTROL
 EN0488  ___________________________________________________________________
 EN0488* NAD 83(1986)-  34 51 11.     (N)    101 32 46.     (W)     SCALED    
 EN0488* NAVD 88     -       794.780  (meters)    2607.54   (feet)  ADJUSTED  
 EN0488  ___________________________________________________________________
 EN0488  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EN0488  DYNAMIC HT  -         793.815 (meters)    2604.37  (feet)  COMP
 EN0488  MODELED GRAV-     979,395.7   (mgal)                       NAVD 88
 EN0488
 EN0488  VERT ORDER  -  SECOND    CLASS 0
 EN0488
 EN0488.The horizontal coordinates were scaled from a topographic map and have
 EN0488.an estimated accuracy of +/- 6 seconds.
 EN0488
 EN0488.The orthometric height was determined by differential leveling
 EN0488.and adjusted by the National Geodetic Survey in June 1991..
 EN0488
 EN0488.The geoid height was determined by GEOID03.
 EN0488
 EN0488.The dynamic height is computed by dividing the NAVD 88
 EN0488.geopotential number by the normal gravity value computed on the
 EN0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0488.degrees latitude (g = 980.6199 gals.).
 EN0488
 EN0488.The modeled gravity was interpolated from observed gravity values.
 EN0488
 EN0488;                    North         East    Units  Estimated Accuracy
 EN0488;SPC TX N     - 1,094,640.      195,780.      MT  (+/- 180 meters Scaled)
 EN0488
 EN0488                          SUPERSEDED SURVEY CONTROL
 EN0488
 EN0488  NGVD 29 (??/??/92)  794.321  (m)         2606.03   (f) ADJ UNCH    2 0
 EN0488
 EN0488.Superseded values are not recommended for survey control.
 EN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0488.See file dsdata.txt to determine how the superseded data were derived.
 EN0488
 EN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD672597(NAD 83)
 EN0488_MARKER: DB = BENCH MARK DISK
 EN0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0488_SP_SET: TREE
 EN0488_STAMPING: M 362 1943
 EN0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0488
 EN0488  HISTORY     - Date     Condition        Report By
 EN0488  HISTORY     - 1943     MONUMENTED       CGS
 EN0488  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0488
 EN0488                          STATION DESCRIPTION
 EN0488
 EN0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0488'29.2 MI SE FROM CANYON.
 EN0488'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0488'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 9.2 MILES EAST AND
 EN0488'SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  AT THE ENTRANCE
 EN0488'TO OLD HOME RANCH CAMP, AT THE EAST SIDE OF A GATE ACROSS THE ROAD
 EN0488'LEADING SOUTH TO THE HOUSE AND THE CORRAL, 95 FEET SOUTHEAST OF BENCH
 EN0488'MARK L 362 DESCRIBED ABOVE, IN LINE WITH AN EAST-AND-WEST FENCE, IN
 EN0488'THE NORTH FACE OF THE TRUNK OF A 22-INCH COTTONWOOD TREE, AND ABOUT 2
 EN0488'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED M 362 1943 AND SET
 EN0488'VERTICALLY.
 EN0488
 EN0488                          STATION RECOVERY (1980)
 EN0488
 EN0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0421 ***********************************************************************
 FL0421  DESIGNATION -  M 363
 FL0421  PID         -  FL0421
 FL0421  STATE/COUNTY-  TX/GRAY
 FL0421  USGS QUAD   -  ALANREED (1976)
 FL0421
 FL0421                         *CURRENT SURVEY CONTROL
 FL0421  ___________________________________________________________________
 FL0421* NAD 83(1986)-  35 14 26.     (N)    100 41 16.     (W)     SCALED    
 FL0421* NAVD 88     -       879.329  (meters)    2884.93   (feet)  ADJUSTED  
 FL0421  ___________________________________________________________________
 FL0421  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL0421  DYNAMIC HT  -         878.374 (meters)    2881.80  (feet)  COMP
 FL0421  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 FL0421
 FL0421  VERT ORDER  -  FIRST     CLASS II
 FL0421
 FL0421.The horizontal coordinates were scaled from a topographic map and have
 FL0421.an estimated accuracy of +/- 6 seconds.
 FL0421
 FL0421.The orthometric height was determined by differential leveling
 FL0421.and adjusted by the National Geodetic Survey in June 1991..
 FL0421
 FL0421.The geoid height was determined by GEOID03.
 FL0421
 FL0421.The dynamic height is computed by dividing the NAVD 88
 FL0421.geopotential number by the normal gravity value computed on the
 FL0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0421.degrees latitude (g = 980.6199 gals.).
 FL0421
 FL0421.The modeled gravity was interpolated from observed gravity values.
 FL0421
 FL0421;                    North         East    Units  Estimated Accuracy
 FL0421;SPC TX N     - 1,137,930.      273,920.      MT  (+/- 180 meters Scaled)
 FL0421
 FL0421                          SUPERSEDED SURVEY CONTROL
 FL0421
 FL0421  NGVD 29 (??/??/92)  878.970  (m)         2883.75   (f) ADJ UNCH    1 2
 FL0421
 FL0421.Superseded values are not recommended for survey control.
 FL0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0421.See file dsdata.txt to determine how the superseded data were derived.
 FL0421
 FL0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE464010(NAD 83)
 FL0421_MARKER: DB = BENCH MARK DISK
 FL0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0421_STAMPING: M 363 1943
 FL0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0421+STABILITY: SURFACE MOTION
 FL0421
 FL0421  HISTORY     - Date     Condition        Report By
 FL0421  HISTORY     - 1943     MONUMENTED       CGS
 FL0421  HISTORY     - 1955     GOOD             NGS
 FL0421
 FL0421                          STATION DESCRIPTION
 FL0421
 FL0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0421'4.6 MI NE FROM ALANREED.
 FL0421'4.6 MILES NORTHEAST OF ALANREED, GRAY COUNTY.  THIS BENCH MARK MAY BE
 FL0421'REACHED FROM THE POST OFFICE BY GOING BY 2.6 MILES EAST ALONG U.S.
 FL0421'HIGHWAY 66, AND THENCE 2.0 MILES NORTH ALONG A GRADED ROAD.  IT IS 103
 FL0421'FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 22 FEET WEST OF
 FL0421'THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 3 FEET EAST OF A FENCE
 FL0421'LINE.  A STANDARD DISK, STAMPED M 363 1943 AND SET IN THE TOP OF A
 FL0421'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THIS BENCH
 FL0421'MARK MAY ALSO BE REACHED FROM ALANREED BY GOING 3.0 MILES EAST ALONG
 FL0421'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION, THENCE
 FL0421'1.9 MILES NORTH ALONG A GRADED DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0155 ***********************************************************************
 DQ0155  DESIGNATION -  M 365
 DQ0155  PID         -  DQ0155
 DQ0155  STATE/COUNTY-  TX/YOAKUM
 DQ0155  USGS QUAD   -  TOKIO NW (1970)
 DQ0155
 DQ0155                         *CURRENT SURVEY CONTROL
 DQ0155  ___________________________________________________________________
 DQ0155* NAD 83(1986)-  33 10 55.     (N)    102 45 01.     (W)     SCALED    
 DQ0155* NAVD 88     -      1099.314  (meters)    3606.67   (feet)  ADJUSTED  
 DQ0155  ___________________________________________________________________
 DQ0155  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DQ0155  DYNAMIC HT  -        1097.848 (meters)    3601.86  (feet)  COMP
 DQ0155  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 DQ0155
 DQ0155  VERT ORDER  -  SECOND    CLASS 0
 DQ0155
 DQ0155.The horizontal coordinates were scaled from a topographic map and have
 DQ0155.an estimated accuracy of +/- 6 seconds.
 DQ0155
 DQ0155.The orthometric height was determined by differential leveling
 DQ0155.and adjusted by the National Geodetic Survey in June 1991..
 DQ0155
 DQ0155.The geoid height was determined by GEOID03.
 DQ0155
 DQ0155.The dynamic height is computed by dividing the NAVD 88
 DQ0155.geopotential number by the normal gravity value computed on the
 DQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0155.degrees latitude (g = 980.6199 gals.).
 DQ0155
 DQ0155.The modeled gravity was interpolated from observed gravity values.
 DQ0155
 DQ0155;                    North         East    Units  Estimated Accuracy
 DQ0155;SPC TXNC     - 2,176,050.      203,770.      MT  (+/- 180 meters Scaled)
 DQ0155
 DQ0155                          SUPERSEDED SURVEY CONTROL
 DQ0155
 DQ0155  NGVD 29 (??/??/92) 1098.906  (m)         3605.33   (f) ADJ UNCH    2 0
 DQ0155
 DQ0155.Superseded values are not recommended for survey control.
 DQ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0155.See file dsdata.txt to determine how the superseded data were derived.
 DQ0155
 DQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS097737(NAD 83)
 DQ0155_MARKER: DB = BENCH MARK DISK
 DQ0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DQ0155_SP_SET: CULVERT
 DQ0155_STAMPING: M 365 1943
 DQ0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0155
 DQ0155  HISTORY     - Date     Condition        Report By
 DQ0155  HISTORY     - 1943     MONUMENTED       CGS
 DQ0155  HISTORY     - 1971     GOOD             NGS
 DQ0155  HISTORY     - 19991203 MARK NOT FOUND   NGS
 DQ0155
 DQ0155                          STATION DESCRIPTION
 DQ0155
 DQ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0155'4.8 MI E FROM PLAINS.
 DQ0155'4.8 MILES EAST ALONG U. S. HIGHWAY 380 AND 62 FROM THE COURTHOUSE AT
 DQ0155'PLAINS, YOAKUM COUNTY, AT THE T-JUNCTION OF A ROAD LEADING SOUTH TO
 DQ0155'THE BENNET OIL FIELD, 79 FEET WEST OF THE CENTERLINE OF THE ROAD, 22
 DQ0155'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A DOUBLE CORRUGATED
 DQ0155'IRON PIPE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE
 DQ0155'SOUTH HEAD WALL, AND 6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD
 DQ0155'DISK, STAMPED M 365 1943.
 DQ0155
 DQ0155                          STATION RECOVERY (1971)
 DQ0155
 DQ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DQ0155'RECOVERED IN GOOD CONDITION.
 DQ0155
 DQ0155                          STATION RECOVERY (1999)
 DQ0155
 DQ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WEH)
 DQ0155'SEARCHED FOR, NOT FOUND - IN THE 1943 DESCRIPTION, THE -DOUBLE
 DQ0155'CORRUGATED IRON PIPE CULVERT- HAS BEEN REPLACED WITH A TRIPLE PIPE
 DQ0155'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0816 ***********************************************************************
 DQ0816  DESIGNATION -  M 365 RESET
 DQ0816  PID         -  DQ0816
 DQ0816  STATE/COUNTY-  TX/YOAKUM
 DQ0816  USGS QUAD   -  TOKIO NW (1970)
 DQ0816
 DQ0816                         *CURRENT SURVEY CONTROL
 DQ0816  ___________________________________________________________________
 DQ0816* NAD 83(1986)-  33 10 55.     (N)    102 45 00.     (W)     SCALED    
 DQ0816* NAVD 88     -      1099.30   (meters)    3606.6    (feet)  RESET     
 DQ0816  ___________________________________________________________________
 DQ0816  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DQ0816
 DQ0816  VERT ORDER  -  THIRD
 DQ0816
 DQ0816.The horizontal coordinates were scaled from a topographic map and have
 DQ0816.an estimated accuracy of +/- 6 seconds.
 DQ0816
 DQ0816.The orthometric height was computed from unverified reset data.
 DQ0816
 DQ0816.The geoid height was determined by GEOID03.
 DQ0816
 DQ0816;                    North         East    Units  Estimated Accuracy
 DQ0816;SPC TXNC     - 2,176,040.      203,800.      MT  (+/- 180 meters Scaled)
 DQ0816
 DQ0816                          SUPERSEDED SURVEY CONTROL
 DQ0816
 DQ0816  NGVD 29 (01/29/03) 1098.89   (m)         3605.3    (f) RESET       3  
 DQ0816
 DQ0816.Superseded values are not recommended for survey control.
 DQ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0816.See file dsdata.txt to determine how the superseded data were derived.
 DQ0816
 DQ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS097737(NAD 83)
 DQ0816_MARKER: DV = VERTICAL CONTROL DISK
 DQ0816_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ0816_SP_SET: HEADWALL
 DQ0816_STAMPING: M 365 1985
 DQ0816_MARK LOGO: NGS   
 DQ0816_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0816+STABILITY: SURFACE MOTION
 DQ0816
 DQ0816  HISTORY     - Date     Condition        Report By
 DQ0816  HISTORY     - 1985     MONUMENTED       LOCENG
 DQ0816
 DQ0816                          STATION DESCRIPTION
 DQ0816
 DQ0816'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 DQ0816'4.8 MILES (7.7 KM) EAST ALONG US HIGHWAY 380 AND 82 FROM THE
 DQ0816'COURTHOUSE AT PLAINS, AT THE T-JUNCTION OF A ROAD (FM HIGHWAY 435),
 DQ0816'LEADING SOUTH TO THE BENNET OIL FIELD, 44 FEET (13.4 M) WEST OF THE
 DQ0816'CENTERLINE OF THE ROAD, 37 FEET (11.3 M) SOUTH OF THE CENTERLINE OF
 DQ0816'THE HIGHWAY, AT A TRIPLE CORRUGATED METAL PIPE CULVERT UNDER THE
 DQ0816'HIGHWAY, APPROXIMATELY IN THE CENTER OF THE SOUTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0140 ***********************************************************************
 DQ0140  DESIGNATION -  M 366
 DQ0140  PID         -  DQ0140
 DQ0140  STATE/COUNTY-  TX/COCHRAN
 DQ0140  USGS QUAD   -  WEST OF SUNDOWN (1965)
 DQ0140
 DQ0140                         *CURRENT SURVEY CONTROL
 DQ0140  ___________________________________________________________________
 DQ0140* NAD 83(1986)-  33 25 14.     (N)    102 36 46.     (W)     SCALED    
 DQ0140* NAVD 88     -      1104.252  (meters)    3622.87   (feet)  ADJUSTED  
 DQ0140  ___________________________________________________________________
 DQ0140  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 DQ0140  DYNAMIC HT  -        1102.804 (meters)    3618.12  (feet)  COMP
 DQ0140  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 DQ0140
 DQ0140  VERT ORDER  -  SECOND    CLASS 0
 DQ0140
 DQ0140.The horizontal coordinates were scaled from a topographic map and have
 DQ0140.an estimated accuracy of +/- 6 seconds.
 DQ0140
 DQ0140.The orthometric height was determined by differential leveling
 DQ0140.and adjusted by the National Geodetic Survey in June 1991..
 DQ0140
 DQ0140.The geoid height was determined by GEOID03.
 DQ0140
 DQ0140.The dynamic height is computed by dividing the NAVD 88
 DQ0140.geopotential number by the normal gravity value computed on the
 DQ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0140.degrees latitude (g = 980.6199 gals.).
 DQ0140
 DQ0140.The modeled gravity was interpolated from observed gravity values.
 DQ0140
 DQ0140;                    North         East    Units  Estimated Accuracy
 DQ0140;SPC TXNC     - 2,201,980.      217,620.      MT  (+/- 180 meters Scaled)
 DQ0140
 DQ0140                          SUPERSEDED SURVEY CONTROL
 DQ0140
 DQ0140  NGVD 29 (??/??/92) 1103.858  (m)         3621.57   (f) ADJ UNCH    2 0
 DQ0140
 DQ0140.Superseded values are not recommended for survey control.
 DQ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0140.See file dsdata.txt to determine how the superseded data were derived.
 DQ0140
 DQ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT219004(NAD 83)
 DQ0140_MARKER: DB = BENCH MARK DISK
 DQ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0140_STAMPING: M 366 1943
 DQ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0140+STABILITY: SURFACE MOTION
 DQ0140
 DQ0140  HISTORY     - Date     Condition        Report By
 DQ0140  HISTORY     - 1943     MONUMENTED       CGS
 DQ0140
 DQ0140                          STATION DESCRIPTION
 DQ0140
 DQ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0140'12.5 MI S FROM WHITEFACE.
 DQ0140'THIS MARK IS ABOUT 12.5 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0140'RAILWAY STATION AT WHITEFACE, COCHRAN COUNTY, SET ON THE SUMMIT OF A
 DQ0140'RISE WHICH IS ON THE NORTH SIDE OF SULPHUR DRAW, 2.0 FEET EAST OF A
 DQ0140'FENCE RUNNING PARALLEL WITH THE ROAD, 25.0 FEET WEST OF THE CENTER
 DQ0140'LINE OF THE ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET
 DQ0140'NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0071 ***********************************************************************
 GL0071  DESIGNATION -  M 369
 GL0071  PID         -  GL0071
 GL0071  STATE/COUNTY-  TX/HARTLEY
 GL0071  USGS QUAD   -  EXUM (1965)
 GL0071
 GL0071                         *CURRENT SURVEY CONTROL
 GL0071  ___________________________________________________________________
 GL0071* NAD 83(1986)-  36 01 33.     (N)    102 13 05.     (W)     SCALED    
 GL0071* NAVD 88     -      1166.198  (meters)    3826.10   (feet)  ADJUSTED  
 GL0071  ___________________________________________________________________
 GL0071  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 GL0071  DYNAMIC HT  -        1164.854 (meters)    3821.69  (feet)  COMP
 GL0071  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 GL0071
 GL0071  VERT ORDER  -  SECOND    CLASS 0
 GL0071
 GL0071.The horizontal coordinates were scaled from a topographic map and have
 GL0071.an estimated accuracy of +/- 6 seconds.
 GL0071
 GL0071.The orthometric height was determined by differential leveling
 GL0071.and adjusted by the National Geodetic Survey in June 1991..
 GL0071
 GL0071.The geoid height was determined by GEOID03.
 GL0071
 GL0071.The dynamic height is computed by dividing the NAVD 88
 GL0071.geopotential number by the normal gravity value computed on the
 GL0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0071.degrees latitude (g = 980.6199 gals.).
 GL0071
 GL0071.The modeled gravity was interpolated from observed gravity values.
 GL0071
 GL0071;                    North         East    Units  Estimated Accuracy
 GL0071;SPC TX N     - 1,224,980.      135,280.      MT  (+/- 180 meters Scaled)
 GL0071
 GL0071                          SUPERSEDED SURVEY CONTROL
 GL0071
 GL0071.No superseded survey control is available for this station.
 GL0071
 GL0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV506903(NAD 83)
 GL0071_MARKER: DB = BENCH MARK DISK
 GL0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0071_STAMPING: M 369 1943
 GL0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0071+STABILITY: SURFACE MOTION
 GL0071
 GL0071  HISTORY     - Date     Condition        Report By
 GL0071  HISTORY     - 1943     MONUMENTED       CGS
 GL0071  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0071
 GL0071                          STATION DESCRIPTION
 GL0071
 GL0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0071'12.3 MI W FROM ETTER.
 GL0071'12.3 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0071'ETTER.  SET BY MILE POST NUMBER 42.  35.5 FEET SOUTH OF THE SOUTH RAIL
 GL0071'OF THE TRACK, 16.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 6.4 FEET
 GL0071'NORTH OF THE MILE POST, 2.5 FEET NORTH OF THE REFERENCE POST. NOTE--
 GL0071'THE MARK IS PROBABLY BURIED.
 GL0071
 GL0071                          STATION RECOVERY (1965)
 GL0071
 GL0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0879 ***********************************************************************
 AB0879  DESIGNATION -  M 37
 AB0879  PID         -  AB0879
 AB0879  STATE/COUNTY-  TX/CAMERON
 AB0879  USGS QUAD   -  LA PALOMA (1970)
 AB0879
 AB0879                         *CURRENT SURVEY CONTROL
 AB0879  ___________________________________________________________________
 AB0879* NAD 83(1986)-  26 02 39.     (N)    097 41 26.     (W)     SCALED    
 AB0879* NAVD 88     -        15.991  (meters)      52.46   (feet)  ADJUSTED  
 AB0879  ___________________________________________________________________
 AB0879  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 AB0879  DYNAMIC HT  -          15.964 (meters)      52.38  (feet)  COMP
 AB0879  MODELED GRAV-     979,020.8   (mgal)                       NAVD 88
 AB0879
 AB0879  VERT ORDER  -  SECOND    CLASS 0
 AB0879
 AB0879.The horizontal coordinates were scaled from a topographic map and have
 AB0879.an estimated accuracy of +/- 6 seconds.
 AB0879
 AB0879.The orthometric height was determined by differential leveling
 AB0879.and adjusted by the National Geodetic Survey in June 1991..
 AB0879
 AB0879.The geoid height was determined by GEOID03.
 AB0879
 AB0879.The dynamic height is computed by dividing the NAVD 88
 AB0879.geopotential number by the normal gravity value computed on the
 AB0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0879.degrees latitude (g = 980.6199 gals.).
 AB0879
 AB0879.The modeled gravity was interpolated from observed gravity values.
 AB0879
 AB0879;                    North         East    Units  Estimated Accuracy
 AB0879;SPC TX S     - 5,042,090.      381,010.      MT  (+/- 180 meters Scaled)
 AB0879
 AB0879                          SUPERSEDED SURVEY CONTROL
 AB0879
 AB0879  NGVD 29 (??/??/92)   16.092  (m)           52.80   (f) ADJ UNCH    2 0
 AB0879
 AB0879.Superseded values are not recommended for survey control.
 AB0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0879.See file dsdata.txt to determine how the superseded data were derived.
 AB0879
 AB0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP310812(NAD 83)
 AB0879_MARKER: DD = SURVEY DISK
 AB0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0879_SP_SET: CULVERT
 AB0879_STAMPING: M 37 52.59
 AB0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0879
 AB0879  HISTORY     - Date     Condition        Report By
 AB0879  HISTORY     - UNK      MONUMENTED
 AB0879  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0879
 AB0879                          STATION DESCRIPTION
 AB0879
 AB0879'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0879'1.6 MI W FROM LA PALOMA.
 AB0879'1.3 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE ROAD JUNCTION ABOUT 0.3
 AB0879'MILE SOUTH OF THE POST OFFICE AT LA PALOMA, CAMERON COUNTY, 0.1 MILE
 AB0879'EAST OF THE PUBLIC SCHOOL AT LANDRUM, 66 FEET EAST OF REA CO-OP POLE
 AB0879'NO. 15V113, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER
 AB0879'OF THE TOP OF THE SOUTH HEADWALL, 37.3 FEET SOUTH OF THE CENTERLINE OF
 AB0879'THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0183 ***********************************************************************
 AO0183  DESIGNATION -  M 37
 AO0183  PID         -  AO0183
 AO0183  STATE/COUNTY-  TX/FRIO
 AO0183  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0183
 AO0183                         *CURRENT SURVEY CONTROL
 AO0183  ___________________________________________________________________
 AO0183* NAD 83(1986)-  28 50 43.     (N)    099 06 36.     (W)     SCALED    
 AO0183* NAVD 88     -       179.869  (meters)     590.12   (feet)  POSTED    
 AO0183  ___________________________________________________________________
 AO0183  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AO0183  DYNAMIC HT  -         179.610 (meters)     589.27  (feet)  COMP
 AO0183  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AO0183
 AO0183  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AO0183
 AO0183.The horizontal coordinates were scaled from a topographic map and have
 AO0183.an estimated accuracy of +/- 6 seconds.
 AO0183
 AO0183.The orthometric height was determined by differential leveling
 AO0183.and adjusted by the National Geodetic Survey in 1992..
 AO0183.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AO0183.rate of 0.0 thru 1.0 mm/km.
 AO0183
 AO0183.The geoid height was determined by GEOID03.
 AO0183
 AO0183.The dynamic height is computed by dividing the NAVD 88
 AO0183.geopotential number by the normal gravity value computed on the
 AO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0183.degrees latitude (g = 980.6199 gals.).
 AO0183
 AO0183.The modeled gravity was interpolated from observed gravity values.
 AO0183
 AO0183;                    North         East    Units  Estimated Accuracy
 AO0183;SPC TXSC     - 4,112,160.      589,270.      MT  (+/- 180 meters Scaled)
 AO0183
 AO0183                          SUPERSEDED SURVEY CONTROL
 AO0183
 AO0183.No superseded survey control is available for this station.
 AO0183
 AO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS892908(NAD 83)
 AO0183_MARKER: Z = SEE DESCRIPTION
 AO0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0183_SP_SET: STONE POST
 AO0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0183+STABILITY: SURFACE MOTION
 AO0183
 AO0183  HISTORY     - Date     Condition        Report By
 AO0183  HISTORY     - UNK      MONUMENTED       CGS
 AO0183  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0183  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AO0183  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AO0183  HISTORY     - 20030524 MARK NOT FOUND   USPSQD
 AO0183
 AO0183                          STATION DESCRIPTION
 AO0183
 AO0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0183'3.2 MI S FROM PEARSALL.
 AO0183'3.2 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0183'PEARSALL, FRIO COUNTY, 55 FEET NORTH OF MILEPOST 316, AND 50 FEET EAST
 AO0183'OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE, FLANKED BY THE LETTERS
 AO0183'USBM IN THE TOP OF A STONE POST.
 AO0183
 AO0183                          STATION RECOVERY (1996)
 AO0183
 AO0183'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0183'MARK NOT FOUND.
 AO0183
 AO0183                          STATION RECOVERY (1998)
 AO0183
 AO0183'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0183'MARK NOT FOUND.
 AO0183
 AO0183                          STATION RECOVERY (2003)
 AO0183
 AO0183'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0076 ***********************************************************************
 FM0076  DESIGNATION -  M 370
 FM0076  PID         -  FM0076
 FM0076  STATE/COUNTY-  TX/HARTLEY
 FM0076  USGS QUAD   -  HARTLEY (1973)
 FM0076
 FM0076                         *CURRENT SURVEY CONTROL
 FM0076  ___________________________________________________________________
 FM0076* NAD 83(1986)-  35 58 42.     (N)    102 24 23.     (W)     SCALED    
 FM0076* NAVD 88     -      1201.646  (meters)    3942.40   (feet)  ADJUSTED  
 FM0076  ___________________________________________________________________
 FM0076  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 FM0076  DYNAMIC HT  -        1200.244 (meters)    3937.80  (feet)  COMP
 FM0076  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 FM0076
 FM0076  VERT ORDER  -  SECOND    CLASS 0
 FM0076
 FM0076.The horizontal coordinates were scaled from a topographic map and have
 FM0076.an estimated accuracy of +/- 6 seconds.
 FM0076
 FM0076.The orthometric height was determined by differential leveling
 FM0076.and adjusted by the National Geodetic Survey in June 1991..
 FM0076
 FM0076.The geoid height was determined by GEOID03.
 FM0076
 FM0076.The dynamic height is computed by dividing the NAVD 88
 FM0076.geopotential number by the normal gravity value computed on the
 FM0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0076.degrees latitude (g = 980.6199 gals.).
 FM0076
 FM0076.The modeled gravity was interpolated from observed gravity values.
 FM0076
 FM0076;                    North         East    Units  Estimated Accuracy
 FM0076;SPC TX N     - 1,219,850.      118,260.      MT  (+/- 180 meters Scaled)
 FM0076
 FM0076                          SUPERSEDED SURVEY CONTROL
 FM0076
 FM0076  NGVD 29 (??/??/92) 1201.076  (m)         3940.53   (f) ADJ UNCH    2 0
 FM0076
 FM0076.Superseded values are not recommended for survey control.
 FM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0076.See file dsdata.txt to determine how the superseded data were derived.
 FM0076
 FM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV338846(NAD 83)
 FM0076_MARKER: DB = BENCH MARK DISK
 FM0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0076_STAMPING: M 370 1943
 FM0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0076+STABILITY: SURFACE MOTION
 FM0076
 FM0076  HISTORY     - Date     Condition        Report By
 FM0076  HISTORY     - 1943     MONUMENTED       CGS
 FM0076  HISTORY     - 1952     MARK NOT FOUND   NGS
 FM0076
 FM0076                          STATION DESCRIPTION
 FM0076
 FM0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0076'6.4 MI N FROM HARTLEY.
 FM0076'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY NUMBER 54, THENCE, 5.2 MILES
 FM0076'NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT HARTLEY, SET AT A
 FM0076'SECTION FENCE LINE, ABOUT 0.4 MILE NORTH OF A FARM HOUSE.  21 FEET
 FM0076'WEST OF THE CENTER-LINE OF THE ROAD, 42 FEET SOUTH OF THE CORNER FENCE
 FM0076'POST, 0.7 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 2.5 FEET SOUTH OF THE
 FM0076'REFERENCE POST.
 FM0076
 FM0076                          STATION RECOVERY (1952)
 FM0076
 FM0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FM0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0117 ***********************************************************************
 FM0117  DESIGNATION -  M 371
 FM0117  PID         -  FM0117
 FM0117  STATE/COUNTY-  TX/MOORE
 FM0117  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0117
 FM0117                         *CURRENT SURVEY CONTROL
 FM0117  ___________________________________________________________________
 FM0117* NAD 83(1986)-  35 51 57.     (N)    102 02 05.     (W)     SCALED    
 FM0117* NAVD 88     -      1130.252  (meters)    3708.17   (feet)  POSTED    
 FM0117  ___________________________________________________________________
 FM0117  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FM0117  DYNAMIC HT  -        1128.940 (meters)    3703.86  (feet)  COMP
 FM0117  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 FM0117
 FM0117  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FM0117
 FM0117.The horizontal coordinates were scaled from a topographic map and have
 FM0117.an estimated accuracy of +/- 6 seconds.
 FM0117
 FM0117.The orthometric height was determined by differential leveling
 FM0117.and adjusted by the National Geodetic Survey in 1992..
 FM0117.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FM0117.rate of 4.1 thru 8.0 mm/km.
 FM0117
 FM0117.The geoid height was determined by GEOID03.
 FM0117
 FM0117.The dynamic height is computed by dividing the NAVD 88
 FM0117.geopotential number by the normal gravity value computed on the
 FM0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0117.degrees latitude (g = 980.6199 gals.).
 FM0117
 FM0117.The modeled gravity was interpolated from observed gravity values.
 FM0117
 FM0117;                    North         East    Units  Estimated Accuracy
 FM0117;SPC TX N     - 1,207,120.      151,710.      MT  (+/- 180 meters Scaled)
 FM0117
 FM0117                          SUPERSEDED SURVEY CONTROL
 FM0117
 FM0117  NGVD 29 (??/??/92) 1129.691  (m)         3706.33   (f) ADJ UNCH    2 0
 FM0117
 FM0117.Superseded values are not recommended for survey control.
 FM0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0117.See file dsdata.txt to determine how the superseded data were derived.
 FM0117
 FM0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV677731(NAD 83)
 FM0117_MARKER: DB = BENCH MARK DISK
 FM0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0117_STAMPING: M 371 1943
 FM0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0117+STABILITY: SURFACE MOTION
 FM0117
 FM0117  HISTORY     - Date     Condition        Report By
 FM0117  HISTORY     - 1943     MONUMENTED       CGS
 FM0117  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 FM0117
 FM0117                          STATION DESCRIPTION
 FM0117
 FM0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0117'3.9 MI W FROM DUMAS.
 FM0117'3.9 MILES WEST ALONG U.S. HIGHWAY NUMBER 87 FROM THE COURTHOUSE AT
 FM0117'DUMAS.  SET IN THE NORTHWEST QUARTER OF A DIRT ROAD CROSSING.  48 FEET
 FM0117'NORTH OF THE CENTER-LINE OF THE HIGHWAY, 45 FEET WEST OF THE
 FM0117'CENTER-LINE OF THE DIRT ROAD, 6.0 FEET WEST OF A POLE, 1.6 FEET SOUTH
 FM0117'OF THE RIGHT-OF-WAY FENCE, 2.5 FEET EAST OF THE REFERENCE POST.
 FM0117
 FM0117                          STATION RECOVERY (2004)
 FM0117
 FM0117'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0500 ***********************************************************************
 GK0500  DESIGNATION -  M 373 RESET 1952
 GK0500  PID         -  GK0500
 GK0500  STATE/COUNTY-  TX/SHERMAN
 GK0500  USGS QUAD   -  PLEASURE POND (1974)
 GK0500
 GK0500                         *CURRENT SURVEY CONTROL
 GK0500  ___________________________________________________________________
 GK0500* NAD 83(1986)-  36 11 52.     (N)    101 49 29.     (W)     SCALED    
 GK0500* NAVD 88     -      1061.640  (meters)    3483.06   (feet)  ADJUSTED  
 GK0500  ___________________________________________________________________
 GK0500  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 GK0500  DYNAMIC HT  -        1060.459 (meters)    3479.19  (feet)  COMP
 GK0500  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 GK0500
 GK0500  VERT ORDER  -  SECOND    CLASS 0
 GK0500
 GK0500.The horizontal coordinates were scaled from a topographic map and have
 GK0500.an estimated accuracy of +/- 6 seconds.
 GK0500
 GK0500.The orthometric height was determined by differential leveling
 GK0500.and adjusted by the National Geodetic Survey in June 1991..
 GK0500
 GK0500.The geoid height was determined by GEOID03.
 GK0500
 GK0500.The dynamic height is computed by dividing the NAVD 88
 GK0500.geopotential number by the normal gravity value computed on the
 GK0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0500.degrees latitude (g = 980.6199 gals.).
 GK0500
 GK0500.The modeled gravity was interpolated from observed gravity values.
 GK0500
 GK0500;                    North         East    Units  Estimated Accuracy
 GK0500;SPC TX N     - 1,243,870.      170,800.      MT  (+/- 180 meters Scaled)
 GK0500
 GK0500                          SUPERSEDED SURVEY CONTROL
 GK0500
 GK0500  NGVD 29 (??/??/92) 1061.158  (m)         3481.48   (f) ADJ UNCH    2 0
 GK0500
 GK0500.Superseded values are not recommended for survey control.
 GK0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0500.See file dsdata.txt to determine how the superseded data were derived.
 GK0500
 GK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF460095(NAD 83)
 GK0500_MARKER: DB = BENCH MARK DISK
 GK0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0500_STAMPING: M 373 1943 RESET 1952
 GK0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0500+STABILITY: SURFACE MOTION
 GK0500
 GK0500  HISTORY     - Date     Condition        Report By
 GK0500  HISTORY     - 1952     MONUMENTED       CGS
 GK0500
 GK0500                          STATION DESCRIPTION
 GK0500
 GK0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0500'23.2 MI SE FROM STRATFORD.
 GK0500'14.0 MILES EAST ALONG STATE HIGHWAY 289 FROM THE CHICAGO, ROCK ISLAND
 GK0500'AND PACIFIC RAILROAD STATION AT STRATFORD, THENCE 9.2 MILES SOUTH
 GK0500'ALONG ON OILED ROAD, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.7
 GK0500'FEET EAST OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 3 FEET WEST OF A
 GK0500'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 GK0500'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0528 ***********************************************************************
 GK0528  DESIGNATION -  M 374 RESET 1952
 GK0528  PID         -  GK0528
 GK0528  STATE/COUNTY-  TX/HANSFORD
 GK0528  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0528
 GK0528                         *CURRENT SURVEY CONTROL
 GK0528  ___________________________________________________________________
 GK0528* NAD 83(1986)-  36 16 13.     (N)    101 33 02.     (W)     SCALED    
 GK0528* NAVD 88     -      1009.338  (meters)    3311.47   (feet)  ADJUSTED  
 GK0528  ___________________________________________________________________
 GK0528  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 GK0528  DYNAMIC HT  -        1008.235 (meters)    3307.85  (feet)  COMP
 GK0528  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 GK0528
 GK0528  VERT ORDER  -  SECOND    CLASS 0
 GK0528
 GK0528.The horizontal coordinates were scaled from a topographic map and have
 GK0528.an estimated accuracy of +/- 6 seconds.
 GK0528
 GK0528.The orthometric height was determined by differential leveling
 GK0528.and adjusted by the National Geodetic Survey in June 1991..
 GK0528
 GK0528.The geoid height was determined by GEOID03.
 GK0528
 GK0528.The dynamic height is computed by dividing the NAVD 88
 GK0528.geopotential number by the normal gravity value computed on the
 GK0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0528.degrees latitude (g = 980.6199 gals.).
 GK0528
 GK0528.The modeled gravity was interpolated from observed gravity values.
 GK0528
 GK0528;                    North         East    Units  Estimated Accuracy
 GK0528;SPC TX N     - 1,251,870.      195,460.      MT  (+/- 180 meters Scaled)
 GK0528
 GK0528                          SUPERSEDED SURVEY CONTROL
 GK0528
 GK0528  NGVD 29 (??/??/92) 1008.870  (m)         3309.93   (f) ADJ UNCH    2 0
 GK0528
 GK0528.Superseded values are not recommended for survey control.
 GK0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0528.See file dsdata.txt to determine how the superseded data were derived.
 GK0528
 GK0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF708169(NAD 83)
 GK0528_MARKER: DB = BENCH MARK DISK
 GK0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0528_SP_SET: CULVERT
 GK0528_STAMPING: M 374 1943 RESET 1952
 GK0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0528
 GK0528  HISTORY     - Date     Condition        Report By
 GK0528  HISTORY     - 1952     MONUMENTED       CGS
 GK0528
 GK0528                          STATION DESCRIPTION
 GK0528
 GK0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0528'8.35 MI W FROM GRUVER.
 GK0528'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0528'THENCE 8.0 MILES WEST ALONG FARM ROAD 289, AT A JUNCTION WITH A NORTH
 GK0528'AND SOUTH ROAD, 26 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 GK0528'ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, SET IN THE
 GK0528'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 GK0528'CULVERT UNDER THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0202 ***********************************************************************
 GL0202  DESIGNATION -  M 375
 GL0202  PID         -  GL0202
 GL0202  STATE/COUNTY-  TX/DALLAM
 GL0202  USGS QUAD   -  CONLEN (1965)
 GL0202
 GL0202                         *CURRENT SURVEY CONTROL
 GL0202  ___________________________________________________________________
 GL0202* NAD 83(1986)-  36 13 35.     (N)    102 13 24.     (W)     SCALED    
 GL0202* NAVD 88     -      1158.410  (meters)    3800.55   (feet)  ADJUSTED  
 GL0202  ___________________________________________________________________
 GL0202  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 GL0202  DYNAMIC HT  -        1157.107 (meters)    3796.28  (feet)  COMP
 GL0202  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 GL0202
 GL0202  VERT ORDER  -  SECOND    CLASS 0
 GL0202
 GL0202.The horizontal coordinates were scaled from a topographic map and have
 GL0202.an estimated accuracy of +/- 6 seconds.
 GL0202
 GL0202.The orthometric height was determined by differential leveling
 GL0202.and adjusted by the National Geodetic Survey in June 1991..
 GL0202
 GL0202.The geoid height was determined by GEOID03.
 GL0202
 GL0202.The dynamic height is computed by dividing the NAVD 88
 GL0202.geopotential number by the normal gravity value computed on the
 GL0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0202.degrees latitude (g = 980.6199 gals.).
 GL0202
 GL0202.The modeled gravity was interpolated from observed gravity values.
 GL0202
 GL0202;                    North         East    Units  Estimated Accuracy
 GL0202;SPC TX N     - 1,247,240.      134,970.      MT  (+/- 180 meters Scaled)
 GL0202
 GL0202                          SUPERSEDED SURVEY CONTROL
 GL0202
 GL0202.No superseded survey control is available for this station.
 GL0202
 GL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA495126(NAD 83)
 GL0202_MARKER: DB = BENCH MARK DISK
 GL0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0202_STAMPING: M 375 1943
 GL0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0202+STABILITY: SURFACE MOTION
 GL0202
 GL0202  HISTORY     - Date     Condition        Report By
 GL0202  HISTORY     - 1943     MONUMENTED       CGS
 GL0202  HISTORY     - 1952     GOOD             NGS
 GL0202
 GL0202                          STATION DESCRIPTION
 GL0202
 GL0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0202'1.5 MI SE FROM CONLEN.
 GL0202'0.5 MILE SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S. HIGHWAY
 GL0202'54 AT CONLEN, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD. 62 FEET
 GL0202'NORTH OF THE CENTER LINE OF THE ROAD, 31 FEET NORTH OF AN EAST AND
 GL0202'WEST FENCE, 4 FEET WEST OF A FENCE LEADING NORTH.  1.3 FEET NORTH OF A
 GL0202'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GL0202'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0452 ***********************************************************************
 FM0452  DESIGNATION -  M 376
 FM0452  PID         -  FM0452
 FM0452  STATE/COUNTY-  TX/HARTLEY
 FM0452  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0452
 FM0452                         *CURRENT SURVEY CONTROL
 FM0452  ___________________________________________________________________
 FM0452* NAD 83(1986)-  35 43 04.     (N)    102 44 36.     (W)     SCALED    
 FM0452* NAVD 88     -      1173.308  (meters)    3849.43   (feet)  ADJUSTED  
 FM0452  ___________________________________________________________________
 FM0452  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 FM0452  DYNAMIC HT  -        1171.933 (meters)    3844.92  (feet)  COMP
 FM0452  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 FM0452
 FM0452  VERT ORDER  -  SECOND    CLASS 0
 FM0452
 FM0452.The horizontal coordinates were scaled from a topographic map and have
 FM0452.an estimated accuracy of +/- 6 seconds.
 FM0452
 FM0452.The orthometric height was determined by differential leveling
 FM0452.and adjusted by the National Geodetic Survey in June 1991..
 FM0452
 FM0452.The geoid height was determined by GEOID03.
 FM0452
 FM0452.The dynamic height is computed by dividing the NAVD 88
 FM0452.geopotential number by the normal gravity value computed on the
 FM0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0452.degrees latitude (g = 980.6199 gals.).
 FM0452
 FM0452.The modeled gravity was interpolated from observed gravity values.
 FM0452
 FM0452;                    North         East    Units  Estimated Accuracy
 FM0452;SPC TX N     - 1,191,270.       87,510.      MT  (+/- 180 meters Scaled)
 FM0452
 FM0452                          SUPERSEDED SURVEY CONTROL
 FM0452
 FM0452  NGVD 29 (??/??/92) 1172.782  (m)         3847.70   (f) ADJ UNCH    2 0
 FM0452
 FM0452.Superseded values are not recommended for survey control.
 FM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0452.See file dsdata.txt to determine how the superseded data were derived.
 FM0452
 FM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV041549(NAD 83)
 FM0452_MARKER: DB = BENCH MARK DISK
 FM0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0452_STAMPING: M 376 1943
 FM0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0452+STABILITY: SURFACE MOTION
 FM0452
 FM0452  HISTORY     - Date     Condition        Report By
 FM0452  HISTORY     - 1943     MONUMENTED       CGS
 FM0452  HISTORY     - 1971     GOOD             USGS
 FM0452
 FM0452                          STATION DESCRIPTION
 FM0452
 FM0452'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0452'12.1 MI SE FROM ROMERO.
 FM0452'TO REACH THE MARK FROM ROMERO, HARTLEY COUNTY, GO NE FOR 1.2 MI. ON US
 FM0452'HWY 54 TO JUNCTION OF TEXAS FARM ROAD 767.  THENCE SE ALONG FM 767 FOR
 FM0452'5.1 MI. TO JUNCTION OF FM 767 AND OLD ABANDONED GRADED ROAD. TAKE OLD
 FM0452'GRADED ROAD AND CONTINUE FOR 5.8 MI. IT IS ABOUT HALFWAY UP THE EAST
 FM0452'SLOPE OF A HILL, SOUTHWEST OF A SMALL POND (SPRING DAM), 43.5 FEET NE
 FM0452'OF CENTER LINE OF ABANDONED ROAD, 9 FEET NE OF A CORNER FENCE CORNER
 FM0452'POST, 1.4 FEET SE OF THE FENCE.  A STANDARD DISK, STAMPED M 376 1943
 FM0452'SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0185 ***********************************************************************
 GK0185  DESIGNATION -  M 377 RESET 1959
 GK0185  PID         -  GK0185
 GK0185  STATE/COUNTY-  TX/OCHILTREE
 GK0185  USGS QUAD   -  PICKETT RANCH CREEK (1973)
 GK0185
 GK0185                         *CURRENT SURVEY CONTROL
 GK0185  ___________________________________________________________________
 GK0185* NAD 83(1986)-  36 06 01.     (N)    100 38 15.     (W)     SCALED    
 GK0185* NAVD 88     -       879.23   (+/-2cm)    2884.6    (feet)  VERTCON   
 GK0185  ___________________________________________________________________
 GK0185  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GK0185
 GK0185  VERT ORDER  -  THIRD (See Below)
 GK0185
 GK0185.The horizontal coordinates were scaled from a topographic map and have
 GK0185.an estimated accuracy of +/- 6 seconds.
 GK0185
 GK0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0185.The vertical order pertains to the NGVD 29 superseded value.
 GK0185
 GK0185.The geoid height was determined by GEOID03.
 GK0185
 GK0185;                    North         East    Units  Estimated Accuracy
 GK0185;SPC TX N     - 1,233,340.      277,670.      MT  (+/- 180 meters Scaled)
 GK0185
 GK0185                          SUPERSEDED SURVEY CONTROL
 GK0185
 GK0185  NGVD 29 (??/??/??)  878.86   (m)         2883.4    (f) RESET       3  
 GK0185
 GK0185.Superseded values are not recommended for survey control.
 GK0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0185.See file dsdata.txt to determine how the superseded data were derived.
 GK0185
 GK0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE525963(NAD 83)
 GK0185_MARKER: DB = BENCH MARK DISK
 GK0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0185_STAMPING: M 377 RESET 1959
 GK0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0185+STABILITY: SURFACE MOTION
 GK0185
 GK0185  HISTORY     - Date     Condition        Report By
 GK0185  HISTORY     - 1959     MONUMENTED       CGS
 GK0185
 GK0185                          STATION DESCRIPTION
 GK0185
 GK0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GK0185'23.4 MI NW FROM CANADIAN.
 GK0185'IN OCHILTREE COUNTY, 4.0 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY 83
 GK0185'AND FM ROAD 2389, 15 YARDS NORTH OF THE CENTERLINE OF F.R. 2389 AND IN
 GK0185'THE NORTH RIGHT-OF-WAY FENCE LINE.  IT IS ABOUT 20 FEET WEST OF A
 GK0185'FENCE CORNER AND 15 YARDS WEST OF THE CENTERLINE OF A DIRT ROAD NORTH.
 GK0185'A STANDARD DISK STAMPED M 377 RESET 1959 IN A CONCRETE POST WHICH
 GK0185'PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0249 ***********************************************************************
 FL0249  DESIGNATION -  M 378
 FL0249  PID         -  FL0249
 FL0249  STATE/COUNTY-  TX/WHEELER
 FL0249  USGS QUAD   -  PAKAN (1976)
 FL0249
 FL0249                         *CURRENT SURVEY CONTROL
 FL0249  ___________________________________________________________________
 FL0249* NAD 83(1986)-  35 20 34.     (N)    100 25 54.     (W)     SCALED    
 FL0249* NAVD 88     -       783.031  (meters)    2568.99   (feet)  ADJUSTED  
 FL0249  ___________________________________________________________________
 FL0249  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FL0249  DYNAMIC HT  -         782.210 (meters)    2566.30  (feet)  COMP
 FL0249  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 FL0249
 FL0249  VERT ORDER  -  SECOND    CLASS 0
 FL0249
 FL0249.The horizontal coordinates were scaled from a topographic map and have
 FL0249.an estimated accuracy of +/- 6 seconds.
 FL0249
 FL0249.The orthometric height was determined by differential leveling
 FL0249.and adjusted by the National Geodetic Survey in June 1991..
 FL0249
 FL0249.The geoid height was determined by GEOID03.
 FL0249
 FL0249.The dynamic height is computed by dividing the NAVD 88
 FL0249.geopotential number by the normal gravity value computed on the
 FL0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0249.degrees latitude (g = 980.6199 gals.).
 FL0249
 FL0249.The modeled gravity was interpolated from observed gravity values.
 FL0249
 FL0249;                    North         East    Units  Estimated Accuracy
 FL0249;SPC TX N     - 1,149,490.      297,110.      MT  (+/- 180 meters Scaled)
 FL0249
 FL0249                          SUPERSEDED SURVEY CONTROL
 FL0249
 FL0249  NGVD 29 (??/??/92)  782.716  (m)         2567.96   (f) ADJ UNCH    2 0
 FL0249
 FL0249.Superseded values are not recommended for survey control.
 FL0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0249.See file dsdata.txt to determine how the superseded data were derived.
 FL0249
 FL0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE699119(NAD 83)
 FL0249_MARKER: DB = BENCH MARK DISK
 FL0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0249_STAMPING: M 378 1943
 FL0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0249+STABILITY: SURFACE MOTION
 FL0249
 FL0249  HISTORY     - Date     Condition        Report By
 FL0249  HISTORY     - 1943     MONUMENTED       CGS
 FL0249
 FL0249                          STATION DESCRIPTION
 FL0249
 FL0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0249'3.5 MI W FROM MAGIC CITY.
 FL0249'3.5 MILES WEST ALONG THE FORT WORTH AND DENVER RAILWAY FROM THE
 FL0249'STATION AT MAGIC CITY, WHEELER COUNTY, THENCE 2.7 MILES SOUTH ALONG A
 FL0249'GRADED ROAD.  AT THE T-JUNCTION OF A ROAD LEADING WEST, 46 FEET WEST
 FL0249'OF THE CENTERLINE OF THE MAIN ROAD, 19 FEET SOUTH OF THE CENTERLINE OF
 FL0249'THE SIDE ROAD, 9.2 FEET SOUTH OF FENCE CORNER, 2 FEET EAST OF THE
 FL0249'NORTH-AND-SOUTH FENCE, AND 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 FL0249'POST.  A STANDARD DISK, STAMPED M 378 1943 AND SET IN THE TOP OF A
 FL0249'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0454 ***********************************************************************
 FL0454  DESIGNATION -  M 379
 FL0454  PID         -  FL0454
 FL0454  STATE/COUNTY-  TX/GRAY
 FL0454  USGS QUAD   -  BOWERS CITY (1976)
 FL0454
 FL0454                         *CURRENT SURVEY CONTROL
 FL0454  ___________________________________________________________________
 FL0454* NAD 83(1986)-  35 27 38.     (N)    100 57 39.     (W)     SCALED    
 FL0454* NAVD 88     -       975.791  (meters)    3201.41   (feet)  ADJUSTED  
 FL0454  ___________________________________________________________________
 FL0454  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FL0454  DYNAMIC HT  -         974.721 (meters)    3197.90  (feet)  COMP
 FL0454  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 FL0454
 FL0454  VERT ORDER  -  SECOND    CLASS 0
 FL0454
 FL0454.The horizontal coordinates were scaled from a topographic map and have
 FL0454.an estimated accuracy of +/- 6 seconds.
 FL0454
 FL0454.The orthometric height was determined by differential leveling
 FL0454.and adjusted by the National Geodetic Survey in June 1991..
 FL0454
 FL0454.The geoid height was determined by GEOID03.
 FL0454
 FL0454.The dynamic height is computed by dividing the NAVD 88
 FL0454.geopotential number by the normal gravity value computed on the
 FL0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0454.degrees latitude (g = 980.6199 gals.).
 FL0454
 FL0454.The modeled gravity was interpolated from observed gravity values.
 FL0454
 FL0454;                    North         East    Units  Estimated Accuracy
 FL0454;SPC TX N     - 1,162,160.      248,940.      MT  (+/- 180 meters Scaled)
 FL0454
 FL0454                          SUPERSEDED SURVEY CONTROL
 FL0454
 FL0454  NGVD 29 (??/??/92)  975.380  (m)         3200.06   (f) ADJ UNCH    2 0
 FL0454
 FL0454.Superseded values are not recommended for survey control.
 FL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0454.See file dsdata.txt to determine how the superseded data were derived.
 FL0454
 FL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE220258(NAD 83)
 FL0454_MARKER: DB = BENCH MARK DISK
 FL0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0454_SP_SET: CULVERT
 FL0454_STAMPING: M 379 1943
 FL0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0454
 FL0454  HISTORY     - Date     Condition        Report By
 FL0454  HISTORY     - 1943     MONUMENTED       CGS
 FL0454
 FL0454                          STATION DESCRIPTION
 FL0454
 FL0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0454'5.5 MI S FROM PAMPA.
 FL0454'5.5 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT PAMPA,
 FL0454'THENCE 0.6 MILE EAST ALONG A GRADED ROAD.  AT A 15-FOOT CURVERT, IN
 FL0454'THE TOP OF THE WEST END OF THE NORTH HEADWALL, AND 13.5 FEET NORTH OF
 FL0454'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED M 379 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0880 ***********************************************************************
 AB0880  DESIGNATION -  M 38
 AB0880  PID         -  AB0880
 AB0880  STATE/COUNTY-  TX/CAMERON
 AB0880  USGS QUAD   -  LA PALOMA (1970)
 AB0880
 AB0880                         *CURRENT SURVEY CONTROL
 AB0880  ___________________________________________________________________
 AB0880* NAD 83(1986)-  26 02 39.     (N)    097 41 35.     (W)     SCALED    
 AB0880* NAVD 88     -        15.932  (meters)      52.27   (feet)  ADJUSTED  
 AB0880  ___________________________________________________________________
 AB0880  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 AB0880  DYNAMIC HT  -          15.906 (meters)      52.18  (feet)  COMP
 AB0880  MODELED GRAV-     979,020.6   (mgal)                       NAVD 88
 AB0880
 AB0880  VERT ORDER  -  SECOND    CLASS 0
 AB0880
 AB0880.The horizontal coordinates were scaled from a topographic map and have
 AB0880.an estimated accuracy of +/- 6 seconds.
 AB0880
 AB0880.The orthometric height was determined by differential leveling
 AB0880.and adjusted by the National Geodetic Survey in June 1991..
 AB0880
 AB0880.The geoid height was determined by GEOID03.
 AB0880
 AB0880.The dynamic height is computed by dividing the NAVD 88
 AB0880.geopotential number by the normal gravity value computed on the
 AB0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0880.degrees latitude (g = 980.6199 gals.).
 AB0880
 AB0880.The modeled gravity was interpolated from observed gravity values.
 AB0880
 AB0880;                    North         East    Units  Estimated Accuracy
 AB0880;SPC TX S     - 5,042,080.      380,760.      MT  (+/- 180 meters Scaled)
 AB0880
 AB0880                          SUPERSEDED SURVEY CONTROL
 AB0880
 AB0880  NGVD 29 (??/??/92)   16.034  (m)           52.60   (f) ADJ UNCH    2 0
 AB0880
 AB0880.Superseded values are not recommended for survey control.
 AB0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0880.See file dsdata.txt to determine how the superseded data were derived.
 AB0880
 AB0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP307812(NAD 83)
 AB0880_MARKER: DD = SURVEY DISK
 AB0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0880_SP_SET: CULVERT
 AB0880_STAMPING: M 38 52.49
 AB0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0880
 AB0880  HISTORY     - Date     Condition        Report By
 AB0880  HISTORY     - UNK      MONUMENTED
 AB0880  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0880
 AB0880                          STATION DESCRIPTION
 AB0880
 AB0880'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0880'IN LA PALOMA.
 AB0880'AT LANDRUM, CAMERON COUNTY, ON U.S. HIGHWAY 281, 124 FEET NORTHWEST OF
 AB0880'THE NORTHWEST CORNER OF THE PUBLIC SCHOOL, AT A CONCRETE-BOX CULVERT
 AB0880'UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL, 37
 AB0880'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER
 AB0880'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0290 ***********************************************************************
 AO0290  DESIGNATION -  M 38
 AO0290  PID         -  AO0290
 AO0290  STATE/COUNTY-  TX/LA SALLE
 AO0290  USGS QUAD   -  ATLEE (1982)
 AO0290
 AO0290                         *CURRENT SURVEY CONTROL
 AO0290  ___________________________________________________________________
 AO0290* NAD 83(1986)-  28 08 56.     (N)    099 19 35.     (W)     SCALED    
 AO0290* NAVD 88     -       167.045  (meters)     548.05   (feet)  POSTED    
 AO0290  ___________________________________________________________________
 AO0290  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AO0290  DYNAMIC HT  -         166.790 (meters)     547.21  (feet)  COMP
 AO0290  MODELED GRAV-     979,113.1   (mgal)                       NAVD 88
 AO0290
 AO0290  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AO0290
 AO0290.The horizontal coordinates were scaled from a topographic map and have
 AO0290.an estimated accuracy of +/- 6 seconds.
 AO0290
 AO0290.The orthometric height was determined by differential leveling
 AO0290.and adjusted by the National Geodetic Survey in 1992..
 AO0290.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AO0290.rate of 0.0 thru 1.0 mm/km.
 AO0290
 AO0290.The geoid height was determined by GEOID03.
 AO0290
 AO0290.The dynamic height is computed by dividing the NAVD 88
 AO0290.geopotential number by the normal gravity value computed on the
 AO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0290.degrees latitude (g = 980.6199 gals.).
 AO0290
 AO0290.The modeled gravity was interpolated from observed gravity values.
 AO0290
 AO0290;                    North         East    Units  Estimated Accuracy
 AO0290;SPC TXSC     - 4,035,020.      567,940.      MT  (+/- 180 meters Scaled)
 AO0290
 AO0290                          SUPERSEDED SURVEY CONTROL
 AO0290
 AO0290.No superseded survey control is available for this station.
 AO0290
 AO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS679137(NAD 83)
 AO0290_MARKER: Z = SEE DESCRIPTION
 AO0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0290_SP_SET: STONE POST
 AO0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0290+STABILITY: SURFACE MOTION
 AO0290
 AO0290  HISTORY     - Date     Condition        Report By
 AO0290  HISTORY     - UNK      MONUMENTED       CGS
 AO0290  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0290
 AO0290                          STATION DESCRIPTION
 AO0290
 AO0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0290'0.2 MI N FROM ATLEE.
 AO0290'0.2 MILE NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0290'ATLEE, LA SALLE COUNTY, 40 FEET NORTH OF MILEPOST 366, AND 40 FEET
 AO0290'EAST OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE, FLANKED BY THE
 AO0290'LETTERS USBM IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0665 ***********************************************************************
 GK0665  DESIGNATION -  M 380
 GK0665  PID         -  GK0665
 GK0665  STATE/COUNTY-  TX/HANSFORD
 GK0665  USGS QUAD   -  CAPPS SWITCH SE (1974)
 GK0665
 GK0665                         *CURRENT SURVEY CONTROL
 GK0665  ___________________________________________________________________
 GK0665* NAD 83(1986)-  36 02 16.     (N)    101 31 28.     (W)     SCALED    
 GK0665* NAVD 88     -      1002.206  (meters)    3288.07   (feet)  ADJUSTED  
 GK0665  ___________________________________________________________________
 GK0665  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 GK0665  DYNAMIC HT  -        1001.095 (meters)    3284.43  (feet)  COMP
 GK0665  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 GK0665
 GK0665  VERT ORDER  -  SECOND    CLASS 0
 GK0665
 GK0665.The horizontal coordinates were scaled from a topographic map and have
 GK0665.an estimated accuracy of +/- 6 seconds.
 GK0665
 GK0665.The orthometric height was determined by differential leveling
 GK0665.and adjusted by the National Geodetic Survey in June 1991..
 GK0665
 GK0665.The geoid height was determined by GEOID03.
 GK0665
 GK0665.The dynamic height is computed by dividing the NAVD 88
 GK0665.geopotential number by the normal gravity value computed on the
 GK0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0665.degrees latitude (g = 980.6199 gals.).
 GK0665
 GK0665.The modeled gravity was interpolated from observed gravity values.
 GK0665
 GK0665;                    North         East    Units  Estimated Accuracy
 GK0665;SPC TX N     - 1,226,070.      197,800.      MT  (+/- 180 meters Scaled)
 GK0665
 GK0665                          SUPERSEDED SURVEY CONTROL
 GK0665
 GK0665  NGVD 29 (??/??/92) 1001.736  (m)         3286.53   (f) ADJ UNCH    2 0
 GK0665
 GK0665.Superseded values are not recommended for survey control.
 GK0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0665.See file dsdata.txt to determine how the superseded data were derived.
 GK0665
 GK0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE725910(NAD 83)
 GK0665_MARKER: DB = BENCH MARK DISK
 GK0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0665_STAMPING: M 380 1943
 GK0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0665+STABILITY: SURFACE MOTION
 GK0665
 GK0665  HISTORY     - Date     Condition        Report By
 GK0665  HISTORY     - 1943     MONUMENTED       CGS
 GK0665
 GK0665                          STATION DESCRIPTION
 GK0665
 GK0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0665'3.0 MI W FROM MORSE.
 GK0665'THIS MARK IS ABOUT 3.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0665'GULF RAILWAY FROM THE RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY,
 GK0665'17.0 FEET WEST OF MILEPOST 3, 11.0 FEET NORTH OF A EAST-WEST FENCE
 GK0665'LINE, 37.0 FEET SOUTH OF THE SOUTH RAIL, PROJECTING ABOUT 3-INCHES
 GK0665'ABOVE THE GROUND, 3.0 FEET EAST OF A WHITE REFERENCE POST.  STAMPED M
 GK0665'380 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0339 ***********************************************************************
 CA0339  DESIGNATION -  M 381
 CA0339  PID         -  CA0339
 CA0339  STATE/COUNTY-  TX/BROWN
 CA0339  USGS QUAD   -  OWENS (1978)
 CA0339
 CA0339                         *CURRENT SURVEY CONTROL
 CA0339  ___________________________________________________________________
 CA0339* NAD 83(1986)-  31 45 12.     (N)    098 59 47.     (W)     SCALED    
 CA0339* NAVD 88     -       415.372  (meters)    1362.77   (feet)  ADJUSTED  
 CA0339  ___________________________________________________________________
 CA0339  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CA0339  DYNAMIC HT  -         414.830 (meters)    1360.99  (feet)  COMP
 CA0339  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 CA0339
 CA0339  VERT ORDER  -  SECOND    CLASS 0
 CA0339
 CA0339.The horizontal coordinates were scaled from a topographic map and have
 CA0339.an estimated accuracy of +/- 6 seconds.
 CA0339
 CA0339.The orthometric height was determined by differential leveling
 CA0339.and adjusted by the National Geodetic Survey in June 1991..
 CA0339
 CA0339.The geoid height was determined by GEOID03.
 CA0339
 CA0339.The dynamic height is computed by dividing the NAVD 88
 CA0339.geopotential number by the normal gravity value computed on the
 CA0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0339.degrees latitude (g = 980.6199 gals.).
 CA0339
 CA0339.The modeled gravity was interpolated from observed gravity values.
 CA0339
 CA0339;                    North         East    Units  Estimated Accuracy
 CA0339;SPC TX C     - 3,232,090.      826,660.      MT  (+/- 180 meters Scaled)
 CA0339
 CA0339                          SUPERSEDED SURVEY CONTROL
 CA0339
 CA0339  NGVD 29 (??/??/92)  415.289  (m)         1362.49   (f) ADJ UNCH    2 0
 CA0339
 CA0339.Superseded values are not recommended for survey control.
 CA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0339.See file dsdata.txt to determine how the superseded data were derived.
 CA0339
 CA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA003130(NAD 83)
 CA0339_MARKER: DB = BENCH MARK DISK
 CA0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0339_SP_SET: CULVERT
 CA0339_STAMPING: M 381 1943
 CA0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0339
 CA0339  HISTORY     - Date     Condition        Report By
 CA0339  HISTORY     - 1943     MONUMENTED       CGS
 CA0339  HISTORY     - 1954     GOOD             NGS
 CA0339
 CA0339                          STATION DESCRIPTION
 CA0339
 CA0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0339'1.9 MI N FROM BROWNWOOD.
 CA0339'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF 279
 CA0339'WITH U. S. HIGHWAYS 67 AND 84, THENCE 1.3 MILES NORTH ALONG A
 CA0339'BITUMINOUS SURFACED ROAD, AT A DOUBLE 4- BY 4-FOOT CONCRETE BOX
 CA0339'CULVERT.  A DISK, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 CA0339'WALL, AND 11 FEET WEST OF THE CENTER LINE OF THE ROAD.
 CA0339
 CA0339                          STATION RECOVERY (1954)
 CA0339
 CA0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CA0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0456 ***********************************************************************
 CA0456  DESIGNATION -  M 382
 CA0456  PID         -  CA0456
 CA0456  STATE/COUNTY-  TX/BROWN
 CA0456  USGS QUAD   -  THRIFTY (1977)
 CA0456
 CA0456                         *CURRENT SURVEY CONTROL
 CA0456  ___________________________________________________________________
 CA0456* NAD 83(1986)-  31 51 36.     (N)    099 09 34.     (W)     SCALED    
 CA0456* NAVD 88     -       464.048  (meters)    1522.46   (feet)  ADJUSTED  
 CA0456  ___________________________________________________________________
 CA0456  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CA0456  DYNAMIC HT  -         463.443 (meters)    1520.48  (feet)  COMP
 CA0456  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 CA0456
 CA0456  VERT ORDER  -  SECOND    CLASS 0
 CA0456
 CA0456.The horizontal coordinates were scaled from a topographic map and have
 CA0456.an estimated accuracy of +/- 6 seconds.
 CA0456
 CA0456.The orthometric height was determined by differential leveling
 CA0456.and adjusted by the National Geodetic Survey in June 1991..
 CA0456
 CA0456.The geoid height was determined by GEOID03.
 CA0456
 CA0456.The dynamic height is computed by dividing the NAVD 88
 CA0456.geopotential number by the normal gravity value computed on the
 CA0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0456.degrees latitude (g = 980.6199 gals.).
 CA0456
 CA0456.The modeled gravity was interpolated from observed gravity values.
 CA0456
 CA0456;                    North         East    Units  Estimated Accuracy
 CA0456;SPC TX C     - 3,243,740.      811,090.      MT  (+/- 180 meters Scaled)
 CA0456
 CA0456                          SUPERSEDED SURVEY CONTROL
 CA0456
 CA0456  NGVD 29 (??/??/92)  463.939  (m)         1522.11   (f) ADJ UNCH    2 0
 CA0456
 CA0456.Superseded values are not recommended for survey control.
 CA0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0456.See file dsdata.txt to determine how the superseded data were derived.
 CA0456
 CA0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA849249(NAD 83)
 CA0456_MARKER: DB = BENCH MARK DISK
 CA0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0456_STAMPING: M 382 1943
 CA0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0456+STABILITY: SURFACE MOTION
 CA0456
 CA0456  HISTORY     - Date     Condition        Report By
 CA0456  HISTORY     - 1943     MONUMENTED       CGS
 CA0456
 CA0456                          STATION DESCRIPTION
 CA0456
 CA0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0456'1.9 MI S FROM GROSVENOR.
 CA0456'1.9 MILES SOUTH ALONG A COUNTY GRADED ROAD FROM THE GRAMMER SCHOOL AT
 CA0456'GROSVENOR, AT A SIDE ROAD LEADING EAST, 49 FEET EAST OF THE CENTER
 CA0456'LINE OF THE MAIN ROAD, 44 FEET NORTH OF THE CENTER LINE OF THE SIDE
 CA0456'ROAD, 2 FEET SOUTHWEST OF A FENCE, AND 4 FEET SOUTHEAST OF A WHITE
 CA0456'REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0498 ***********************************************************************
 CA0498  DESIGNATION -  M 383
 CA0498  PID         -  CA0498
 CA0498  STATE/COUNTY-  TX/BROWN
 CA0498  USGS QUAD   -  BYRDS (1987)
 CA0498
 CA0498                         *CURRENT SURVEY CONTROL
 CA0498  ___________________________________________________________________
 CA0498* NAD 83(1986)-  31 56 39.     (N)    099 03 19.     (W)     SCALED    
 CA0498* NAVD 88     -       439.730  (meters)    1442.68   (feet)  ADJUSTED  
 CA0498  ___________________________________________________________________
 CA0498  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CA0498  DYNAMIC HT  -         439.159 (meters)    1440.81  (feet)  COMP
 CA0498  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 CA0498
 CA0498  VERT ORDER  -  SECOND    CLASS 0
 CA0498
 CA0498.The horizontal coordinates were scaled from a topographic map and have
 CA0498.an estimated accuracy of +/- 6 seconds.
 CA0498
 CA0498.The orthometric height was determined by differential leveling
 CA0498.and adjusted by the National Geodetic Survey in June 1991..
 CA0498
 CA0498.The geoid height was determined by GEOID03.
 CA0498
 CA0498.The dynamic height is computed by dividing the NAVD 88
 CA0498.geopotential number by the normal gravity value computed on the
 CA0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0498.degrees latitude (g = 980.6199 gals.).
 CA0498
 CA0498.The modeled gravity was interpolated from observed gravity values.
 CA0498
 CA0498;                    North         East    Units  Estimated Accuracy
 CA0498;SPC TX C     - 3,253,180.      820,840.      MT  (+/- 180 meters Scaled)
 CA0498
 CA0498                          SUPERSEDED SURVEY CONTROL
 CA0498
 CA0498  NGVD 29 (??/??/92)  439.621  (m)         1442.32   (f) ADJ UNCH    2 0
 CA0498
 CA0498.Superseded values are not recommended for survey control.
 CA0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0498.See file dsdata.txt to determine how the superseded data were derived.
 CA0498
 CA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA947342(NAD 83)
 CA0498_MARKER: DB = BENCH MARK DISK
 CA0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0498_STAMPING: M 383 1943
 CA0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0498+STABILITY: SURFACE MOTION
 CA0498
 CA0498  HISTORY     - Date     Condition        Report By
 CA0498  HISTORY     - 1943     MONUMENTED       CGS
 CA0498  HISTORY     - 1969     GOOD             USGS
 CA0498
 CA0498                          STATION DESCRIPTION
 CA0498
 CA0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0498'0.6 MI NW FROM BYRDS.
 CA0498'0.6 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BYRDS, JUST
 CA0498'NORTH OF A FORD, 61 FEET NORTH OF THE CENTER OF A SMALL STREAM BED. 38
 CA0498'FEET WEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET EAST OF A FENCE,
 CA0498'AND 5 1/2 FEET SOUTH OF A WHITE REFERENCE POST.  A DISK, SET IN THE
 CA0498'TOP OF A CONCRETE POST.  NOTE-- BM IS W OF FENCE.  BYRD SCHOOL IS
 CA0498'GONE.  BM IS 2.3 MI N AND NW FROM BYRD STORE AND CEMETERY ALONG RD. TO
 CA0498'CROSSCUT.
 CA0498
 CA0498                          STATION RECOVERY (1969)
 CA0498
 CA0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2228 ***********************************************************************
 CS2228  DESIGNATION -  M 384
 CS2228  PID         -  CS2228
 CS2228  STATE/COUNTY-  TX/SOMERVELL
 CS2228  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2228
 CS2228                         *CURRENT SURVEY CONTROL
 CS2228  ___________________________________________________________________
 CS2228* NAD 83(1986)-  32 14 43.     (N)    097 38 44.     (W)     SCALED    
 CS2228* NAVD 88     -       228.356  (meters)     749.20   (feet)  ADJUSTED  
 CS2228  ___________________________________________________________________
 CS2228  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CS2228  DYNAMIC HT  -         228.076 (meters)     748.28  (feet)  COMP
 CS2228  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 CS2228
 CS2228  VERT ORDER  -  SECOND    CLASS 0
 CS2228
 CS2228.The horizontal coordinates were scaled from a topographic map and have
 CS2228.an estimated accuracy of +/- 6 seconds.
 CS2228
 CS2228.The orthometric height was determined by differential leveling
 CS2228.and adjusted by the National Geodetic Survey in June 1991..
 CS2228
 CS2228.The geoid height was determined by GEOID03.
 CS2228
 CS2228.The dynamic height is computed by dividing the NAVD 88
 CS2228.geopotential number by the normal gravity value computed on the
 CS2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2228.degrees latitude (g = 980.6199 gals.).
 CS2228
 CS2228.The modeled gravity was interpolated from observed gravity values.
 CS2228
 CS2228;                    North         East    Units  Estimated Accuracy
 CS2228;SPC TXNC     - 2,064,490.      680,520.      MT  (+/- 180 meters Scaled)
 CS2228
 CS2228                          SUPERSEDED SURVEY CONTROL
 CS2228
 CS2228  NGVD 29 (??/??/92)  228.324  (m)          749.09   (f) ADJ UNCH    2 0
 CS2228
 CS2228.Superseded values are not recommended for survey control.
 CS2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2228.See file dsdata.txt to determine how the superseded data were derived.
 CS2228
 CS2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA275684(NAD 83)
 CS2228_MARKER: DB = BENCH MARK DISK
 CS2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2228_STAMPING: M 384 1943
 CS2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2228+STABILITY: SURFACE MOTION
 CS2228
 CS2228  HISTORY     - Date     Condition        Report By
 CS2228  HISTORY     - 1943     MONUMENTED       CGS
 CS2228
 CS2228                          STATION DESCRIPTION
 CS2228
 CS2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2228'6.5 MI NW FROM BRAZOS POINT.
 CS2228'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 174 FROM THE SCHOOL AT BRAZOS
 CS2228'POINT, 3.9 MILES NORTHWEST ALONG A DIRT ROAD, 45 FEET SOUTHEAST OF A
 CS2228'SMALL ROCK CULVERT, 18 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 CS2228'1.5 FEET SOUTHWEST OF A FENCE, AND 4 1/2 FEET NORTHWEST OF A WHITE
 CS2228'REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0414 ***********************************************************************
 CA0414  DESIGNATION -  M 385
 CA0414  PID         -  CA0414
 CA0414  STATE/COUNTY-  TX/COLEMAN
 CA0414  USGS QUAD   -  COLEMAN (1987)
 CA0414
 CA0414                         *CURRENT SURVEY CONTROL
 CA0414  ___________________________________________________________________
 CA0414* NAD 83(1986)-  31 51 27.     (N)    099 24 22.     (W)     SCALED    
 CA0414* NAVD 88     -       523.266  (meters)    1716.75   (feet)  ADJUSTED  
 CA0414  ___________________________________________________________________
 CA0414  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CA0414  DYNAMIC HT  -         522.577 (meters)    1714.49  (feet)  COMP
 CA0414  MODELED GRAV-     979,307.2   (mgal)                       NAVD 88
 CA0414
 CA0414  VERT ORDER  -  SECOND    CLASS 0
 CA0414
 CA0414.The horizontal coordinates were scaled from a topographic map and have
 CA0414.an estimated accuracy of +/- 6 seconds.
 CA0414
 CA0414.The orthometric height was determined by differential leveling
 CA0414.and adjusted by the National Geodetic Survey in June 1991..
 CA0414
 CA0414.The geoid height was determined by GEOID03.
 CA0414
 CA0414.The dynamic height is computed by dividing the NAVD 88
 CA0414.geopotential number by the normal gravity value computed on the
 CA0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0414.degrees latitude (g = 980.6199 gals.).
 CA0414
 CA0414.The modeled gravity was interpolated from observed gravity values.
 CA0414
 CA0414;                    North         East    Units  Estimated Accuracy
 CA0414;SPC TX C     - 3,243,240.      787,750.      MT  (+/- 180 meters Scaled)
 CA0414
 CA0414                          SUPERSEDED SURVEY CONTROL
 CA0414
 CA0414  NGVD 29 (??/??/92)  523.151  (m)         1716.37   (f) ADJ UNCH    2 0
 CA0414
 CA0414.Superseded values are not recommended for survey control.
 CA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0414.See file dsdata.txt to determine how the superseded data were derived.
 CA0414
 CA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA615247(NAD 83)
 CA0414_MARKER: DB = BENCH MARK DISK
 CA0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0414_SP_SET: CULVERT
 CA0414_STAMPING: M 385 1944
 CA0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0414+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 CA0414
 CA0414  HISTORY     - Date     Condition        Report By
 CA0414  HISTORY     - 1944     MONUMENTED       CGS
 CA0414  HISTORY     - 1982     GOOD             NGS
 CA0414  HISTORY     - 20040920 GOOD             TXDOT
 CA0414
 CA0414                          STATION DESCRIPTION
 CA0414
 CA0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0414'2.3 MI NE FROM COLEMAN.
 CA0414'0.3 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0414'THE STATION AT COLEMAN, THENCE 2.0 MILES NORTHEAST ALONG OLD STATE
 CA0414'HIGHWAY 206, JUST SOUTHWEST OF THE JUNCTION OF OLD HIGHWAY 206 AND NEW
 CA0414'HIGHWAY 206, 93 FT. SW OF THE SW CORNER OF A SMALL BRICK BUILDING
 CA0414'OWNED BY THE COLEMAN BUTANE GAS CO. AT A 4-BY 4-FOOT CONCRETE BOX
 CA0414'CULVERT.  A DISK, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 CA0414'HEAD WALL, 20 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 23
 CA0414'FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHWEST.
 CA0414
 CA0414                          STATION RECOVERY (1982)
 CA0414
 CA0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0414'1.9 KM (1.2 MI) NORTHEAST ALONG STATE HIGHWAY 206 FROM ITS JUNCTION
 CA0414'WITH U.S. HIGHWAY 8.4 AND 28O IN TOP OF THE SOUTHWEST END OF THE
 CA0414'NORTHWEST HEADWALL OF A 6 X 6 FOOT CONCRETE BOX CULVERT UNDER THE
 CA0414'HIGHWAY. 7.0 M (23.0 FT) SW OF THE CENTER OF A GRAVELED ROAD LEADING
 CA0414'NORTH AND 6.1 M (20.0 FT) NW OF THE CENTERLINE OF THE HIGHWAY.
 CA0414
 CA0414                          STATION RECOVERY (2004)
 CA0414
 CA0414'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (SB)
 CA0414'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0419 ***********************************************************************
 CS0419  DESIGNATION -  M 387 RESET 1953
 CS0419  PID         -  CS0419
 CS0419  STATE/COUNTY-  TX/HENDERSON
 CS0419  USGS QUAD   -  STYX (1962)
 CS0419
 CS0419                         *CURRENT SURVEY CONTROL
 CS0419  ___________________________________________________________________
 CS0419* NAD 83(1986)-  32 21 25.     (N)    096 19 49.     (W)     SCALED    
 CS0419* NAVD 88     -       114.50   (meters)     375.7    (feet)  RESET     
 CS0419  ___________________________________________________________________
 CS0419  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0419
 CS0419  VERT ORDER  -  THIRD
 CS0419
 CS0419.The horizontal coordinates were scaled from a topographic map and have
 CS0419.an estimated accuracy of +/- 6 seconds.
 CS0419
 CS0419.The orthometric height was computed from unverified reset data.
 CS0419
 CS0419.The geoid height was determined by GEOID03.
 CS0419
 CS0419;                    North         East    Units  Estimated Accuracy
 CS0419;SPC TXNC     - 2,078,660.      804,200.      MT  (+/- 180 meters Scaled)
 CS0419
 CS0419                          SUPERSEDED SURVEY CONTROL
 CS0419
 CS0419.No superseded survey control is available for this station.
 CS0419
 CS0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA512831(NAD 83)
 CS0419_MARKER: DB = BENCH MARK DISK
 CS0419_SETTING: 0 = UNSPECIFIED SETTING
 CS0419_STAMPING: M 387 RESET 1953
 CS0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0419
 CS0419  HISTORY     - Date     Condition        Report By
 CS0419  HISTORY     - 1953     MONUMENTED       CGS
 CS0419  HISTORY     - 1961     GOOD             USGS
 CS0419
 CS0419                          STATION DESCRIPTION
 CS0419
 CS0419'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0419'0.5 MI S FROM STYX.
 CS0419'BENCH MARK IS LOCATED ALONG A PAVED ROAD 0.5 MILE SOUTH OF STYX, 75
 CS0419'FT. WEST OF THE CENTER OF THE ROAD, 30 FT. NORTH OF A CENTER OF A ROAD
 CS0419'LEADING TO A SCHOOL, 3 FEET SOUTH OF A 4X4 INCH WHITE WITNESS POST.
 CS0419'MARK PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0487 ***********************************************************************
 BZ0487  DESIGNATION -  M 388
 BZ0487  PID         -  BZ0487
 BZ0487  STATE/COUNTY-  TX/LEON
 BZ0487  USGS QUAD   -  NORMANGEE (1982)
 BZ0487
 BZ0487                         *CURRENT SURVEY CONTROL
 BZ0487  ___________________________________________________________________
 BZ0487* NAD 83(1986)-  31 02 23.     (N)    096 05 36.     (W)     SCALED    
 BZ0487* NAVD 88     -       108.35   (+/-2cm)     355.5    (feet)  VERTCON   
 BZ0487  ___________________________________________________________________
 BZ0487  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BZ0487
 BZ0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0487
 BZ0487.The horizontal coordinates were scaled from a topographic map and have
 BZ0487.an estimated accuracy of +/- 6 seconds.
 BZ0487
 BZ0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0487.The vertical order pertains to the NGVD 29 superseded value.
 BZ0487
 BZ0487.The geoid height was determined by GEOID03.
 BZ0487
 BZ0487;                    North         East    Units  Estimated Accuracy
 BZ0487;SPC TX C     - 3,159,920.    1,104,620.      MT  (+/- 180 meters Scaled)
 BZ0487
 BZ0487                          SUPERSEDED SURVEY CONTROL
 BZ0487
 BZ0487  NGVD 29 (??/??/92)  108.332  (m)          355.42   (f) ADJ UNCH    2 0
 BZ0487
 BZ0487.Superseded values are not recommended for survey control.
 BZ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0487.See file dsdata.txt to determine how the superseded data were derived.
 BZ0487
 BZ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV774376(NAD 83)
 BZ0487_MARKER: DB = BENCH MARK DISK
 BZ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0487_STAMPING: M 388 1947
 BZ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0487+STABILITY: SURFACE MOTION
 BZ0487
 BZ0487  HISTORY     - Date     Condition        Report By
 BZ0487  HISTORY     - 1947     MONUMENTED       CGS
 BZ0487
 BZ0487                          STATION DESCRIPTION
 BZ0487
 BZ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0487'1.5 MI NE FROM NORMANGEE.
 BZ0487'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BZ0487'GO EAST 0.3 MILE ALONG A GRAVELED ROAD, THENCE NORTHEAST 1.2 MILES
 BZ0487'ALONG STATE OSR HIGHWAY TO SITE OF MARK, BENCH MARK IS ABOUT 44 YARDS
 BZ0487'WEST OF THE WEST CORNER OF A WOODEN BRIDGE OVER COBBS BRANCH CREEK,
 BZ0487'63.0 FEET NORTHEAST OF THE NORTHEAST END OF A BOARD GATE, 47.8 FEET
 BZ0487'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 13.7
 BZ0487'FEET SOUTH OF A POWER POLE, 1.5 FEET SOUTHEAST OF A FENCE AND 1.5 FEET
 BZ0487'SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BZ0487'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1924 ***********************************************************************
 BY1924  DESIGNATION -  M 389
 BY1924  PID         -  BY1924
 BY1924  STATE/COUNTY-  TX/MADISON
 BY1924  USGS QUAD   -  ELWOOD (1972)
 BY1924
 BY1924                         *CURRENT SURVEY CONTROL
 BY1924  ___________________________________________________________________
 BY1924* NAD 83(1986)-  31 03 19.     (N)    095 49 13.     (W)     SCALED    
 BY1924* NAVD 88     -        95.81   (+/-2cm)     314.3    (feet)  VERTCON   
 BY1924  ___________________________________________________________________
 BY1924  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BY1924
 BY1924  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1924
 BY1924.The horizontal coordinates were scaled from a topographic map and have
 BY1924.an estimated accuracy of +/- 6 seconds.
 BY1924
 BY1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1924.The vertical order pertains to the NGVD 29 superseded value.
 BY1924
 BY1924.The geoid height was determined by GEOID03.
 BY1924
 BY1924;                    North         East    Units  Estimated Accuracy
 BY1924;SPC TX C     - 3,162,670.    1,130,600.      MT  (+/- 180 meters Scaled)
 BY1924
 BY1924                          SUPERSEDED SURVEY CONTROL
 BY1924
 BY1924  NGVD 29 (??/??/92)   95.801  (m)          314.31   (f) ADJ UNCH    2 0
 BY1924
 BY1924.Superseded values are not recommended for survey control.
 BY1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1924.See file dsdata.txt to determine how the superseded data were derived.
 BY1924
 BY1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ308391(NAD 83)
 BY1924_MARKER: DB = BENCH MARK DISK
 BY1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1924_STAMPING: M 389 1947
 BY1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1924+STABILITY: SURFACE MOTION
 BY1924
 BY1924  HISTORY     - Date     Condition        Report By
 BY1924  HISTORY     - 1947     MONUMENTED       CGS
 BY1924
 BY1924                          STATION DESCRIPTION
 BY1924
 BY1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1924'0.4 MI NW FROM ELWOOD.
 BY1924'ABOUT 0.4 MILE NORTHWEST ALONG STATE OSR HIGHWAY FROM THE ELWOOD
 BY1924'SCHOOL AT ELWOOD, 72.0 FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD
 BY1924'LEADING SOUTH, 47.0 FEET NORTHWEST OF A FENCE CORNER, 44.2 FEET
 BY1924'NORTHEAST OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BY1924'HIGHWAY, 2.0 FEET SOUTHWEST OF A FENCE AND 1.5 FEET EAST OF A 4 X 4
 BY1924'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1924'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0881 ***********************************************************************
 AB0881  DESIGNATION -  M 39
 AB0881  PID         -  AB0881
 AB0881  STATE/COUNTY-  TX/CAMERON
 AB0881  USGS QUAD   -  LA PALOMA (1970)
 AB0881
 AB0881                         *CURRENT SURVEY CONTROL
 AB0881  ___________________________________________________________________
 AB0881* NAD 83(1986)-  26 02 38.     (N)    097 41 48.     (W)     SCALED    
 AB0881* NAVD 88     -        15.745  (meters)      51.66   (feet)  ADJUSTED  
 AB0881  ___________________________________________________________________
 AB0881  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 AB0881  DYNAMIC HT  -          15.719 (meters)      51.57  (feet)  COMP
 AB0881  MODELED GRAV-     979,020.4   (mgal)                       NAVD 88
 AB0881
 AB0881  VERT ORDER  -  SECOND    CLASS 0
 AB0881
 AB0881.The horizontal coordinates were scaled from a topographic map and have
 AB0881.an estimated accuracy of +/- 6 seconds.
 AB0881
 AB0881.The orthometric height was determined by differential leveling
 AB0881.and adjusted by the National Geodetic Survey in June 1991..
 AB0881
 AB0881.The geoid height was determined by GEOID03.
 AB0881
 AB0881.The dynamic height is computed by dividing the NAVD 88
 AB0881.geopotential number by the normal gravity value computed on the
 AB0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0881.degrees latitude (g = 980.6199 gals.).
 AB0881
 AB0881.The modeled gravity was interpolated from observed gravity values.
 AB0881
 AB0881;                    North         East    Units  Estimated Accuracy
 AB0881;SPC TX S     - 5,042,050.      380,400.      MT  (+/- 180 meters Scaled)
 AB0881
 AB0881                          SUPERSEDED SURVEY CONTROL
 AB0881
 AB0881  NGVD 29 (??/??/92)   15.847  (m)           51.99   (f) ADJ UNCH    2 0
 AB0881
 AB0881.Superseded values are not recommended for survey control.
 AB0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0881.See file dsdata.txt to determine how the superseded data were derived.
 AB0881
 AB0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP303811(NAD 83)
 AB0881_MARKER: DD = SURVEY DISK
 AB0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0881_SP_SET: CULVERT
 AB0881_STAMPING: M 39 52.08
 AB0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0881
 AB0881  HISTORY     - Date     Condition        Report By
 AB0881  HISTORY     - UNK      MONUMENTED
 AB0881  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0881
 AB0881                          STATION DESCRIPTION
 AB0881
 AB0881'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0881'0.2 MI W FROM LANDRUM.
 AB0881'0.2 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0881'LANDRUM, CAMERON COUNTY, 15 FEET NORTHEAST OF REA CO-OP POLE NO.
 AB0881'15V69, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 AB0881'THE TOP OF THE SOUTH HEADWALL, 40.5 FEET SOUTH OF THE CENTERLINE OF
 AB0881'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1055 ***********************************************************************
 AJ1055  DESIGNATION -  M 39
 AJ1055  PID         -  AJ1055
 AJ1055  STATE/COUNTY-  TX/WEBB
 AJ1055  USGS QUAD   -  LAREDO WEST (1980)
 AJ1055
 AJ1055                         *CURRENT SURVEY CONTROL
 AJ1055  ___________________________________________________________________
 AJ1055* NAD 83(1986)-  27 30 05.     (N)    099 30 22.     (W)     SCALED    
 AJ1055* NAVD 88     -       127.847  (meters)     419.44   (feet)  ADJUSTED  
 AJ1055  ___________________________________________________________________
 AJ1055  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1055  DYNAMIC HT  -         127.645 (meters)     418.78  (feet)  COMP
 AJ1055  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 AJ1055
 AJ1055  VERT ORDER  -  FIRST     CLASS II
 AJ1055
 AJ1055.The horizontal coordinates were scaled from a topographic map and have
 AJ1055.an estimated accuracy of +/- 6 seconds.
 AJ1055
 AJ1055.The orthometric height was determined by differential leveling
 AJ1055.and adjusted by the National Geodetic Survey in June 1991..
 AJ1055
 AJ1055.The geoid height was determined by GEOID03.
 AJ1055
 AJ1055.The dynamic height is computed by dividing the NAVD 88
 AJ1055.geopotential number by the normal gravity value computed on the
 AJ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1055.degrees latitude (g = 980.6199 gals.).
 AJ1055
 AJ1055.The modeled gravity was interpolated from observed gravity values.
 AJ1055
 AJ1055;                    North         East    Units  Estimated Accuracy
 AJ1055;SPC TX S     - 5,203,670.      200,590.      MT  (+/- 180 meters Scaled)
 AJ1055
 AJ1055                          SUPERSEDED SURVEY CONTROL
 AJ1055
 AJ1055  NGVD 29 (??/??/92)  127.874  (m)          419.53   (f) ADJ UNCH    1 2
 AJ1055
 AJ1055.Superseded values are not recommended for survey control.
 AJ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1055.See file dsdata.txt to determine how the superseded data were derived.
 AJ1055
 AJ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR500420(NAD 83)
 AJ1055_MARKER: DB = BENCH MARK DISK
 AJ1055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ1055_SP_SET: BUILDING
 AJ1055_STAMPING: M 39 1917 ELEV 419.592 FT
 AJ1055_MARK LOGO: CGS   
 AJ1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1055+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AJ1055
 AJ1055  HISTORY     - Date     Condition        Report By
 AJ1055  HISTORY     - 1917     MONUMENTED       CGS
 AJ1055  HISTORY     - 1957     GOOD             NGS
 AJ1055  HISTORY     - 1981     GOOD             NGS
 AJ1055  HISTORY     - 20020530 GOOD             USPSQD
 AJ1055
 AJ1055                          STATION DESCRIPTION
 AJ1055
 AJ1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1055'IN LAREDO.
 AJ1055'AT LAREDO, 1 BLOCK NORTH AND 1 1/2 BLOCKS EAST OF THE NORTH END OF THE
 AJ1055'INTERNATIONAL BRIDGE OVER THE RIO GRANDE RIVER, 4.2 FEET EAST OF THE
 AJ1055'EAST SIDE OF THE NORTH ENTRANCE TO THE KATHERINE TARVER SCHOOL
 AJ1055'(FORMERLY THE OLD HIGH SCHOOL), 4.5 FEET ABOVE THE FLOOR OF THE PORCH,
 AJ1055'SET VERTICALLY IN THE NORTH WALL OF THE SCHOOL BUILDING.
 AJ1055
 AJ1055                          STATION RECOVERY (1981)
 AJ1055
 AJ1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1055'RECOVERED THIS DATE, NOTE, DISK IS SET VERTICALLY IN THE NORTH
 AJ1055'FACE OF THE LA POSADA MOTOR HOTEL ABOUT 3.7 METERS (12.0 FT) EAST OF
 AJ1055'THE CENTER OF THE MAIN NORTH ENTRANCE, AND 1.4 KM (4.5 FT) ABOVE A
 AJ1055'TILE ENTRANCE FLOOR, NEAR THE JUNCTION OF SAN AGUSTIN AND WATER STREET
 AJ1055'IN DOWNTOWN LAREDO, TEXAS
 AJ1055
 AJ1055                          STATION RECOVERY (2002)
 AJ1055
 AJ1055'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0442 ***********************************************************************
 CS0442  DESIGNATION -  M 390
 CS0442  PID         -  CS0442
 CS0442  STATE/COUNTY-  TX/HENDERSON
 CS0442  USGS QUAD   -  MALAKOFF (1981)
 CS0442
 CS0442                         *CURRENT SURVEY CONTROL
 CS0442  ___________________________________________________________________
 CS0442* NAD 83(1986)-  32 11 54.     (N)    096 07 30.     (W)     SCALED    
 CS0442* NAVD 88     -       102.213  (meters)     335.34   (feet)  ADJUSTED  
 CS0442  ___________________________________________________________________
 CS0442  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0442  DYNAMIC HT  -         102.095 (meters)     334.96  (feet)  COMP
 CS0442  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CS0442
 CS0442  VERT ORDER  -  SECOND    CLASS 0
 CS0442
 CS0442.The horizontal coordinates were scaled from a topographic map and have
 CS0442.an estimated accuracy of +/- 6 seconds.
 CS0442
 CS0442.The orthometric height was determined by differential leveling
 CS0442.and adjusted by the National Geodetic Survey in June 1991..
 CS0442
 CS0442.The geoid height was determined by GEOID03.
 CS0442
 CS0442.The dynamic height is computed by dividing the NAVD 88
 CS0442.geopotential number by the normal gravity value computed on the
 CS0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0442.degrees latitude (g = 980.6199 gals.).
 CS0442
 CS0442.The modeled gravity was interpolated from observed gravity values.
 CS0442
 CS0442;                    North         East    Units  Estimated Accuracy
 CS0442;SPC TXNC     - 2,061,490.      823,910.      MT  (+/- 180 meters Scaled)
 CS0442
 CS0442                          SUPERSEDED SURVEY CONTROL
 CS0442
 CS0442  NGVD 29 (??/??/92)  102.22   (m)          335.4    (f) COMPUTED    2 0
 CS0442
 CS0442.Superseded values are not recommended for survey control.
 CS0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0442.See file dsdata.txt to determine how the superseded data were derived.
 CS0442
 CS0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA710660(NAD 83)
 CS0442_MARKER: DB = BENCH MARK DISK
 CS0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0442_SP_SET: CULVERT
 CS0442_STAMPING: M 390 1947
 CS0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0442
 CS0442  HISTORY     - Date     Condition        Report By
 CS0442  HISTORY     - 1947     MONUMENTED       CGS
 CS0442  HISTORY     - 1972     GOOD             LOCENG
 CS0442  HISTORY     - 19950909 GOOD             USPSQD
 CS0442
 CS0442                          STATION DESCRIPTION
 CS0442
 CS0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0442'4.4 MI NW FROM TRINIDAD.
 CS0442'4.4 MILES NORTHWEST ALONG STATE HIGHWAY NO.274 FROM THE ST. LOUIS
 CS0442'SOUTHWESTERN RAILWAY STATION AT TRINIDAD, 18.0 FEET SOUTHWEST OF THE
 CS0442'CENTER OF THE HIGHWAY, SET IN TOP OF THE SOUTHEAST END OF THE
 CS0442'SOUTHWEST HEAD-WALL OF A 4X6 FOOT CONCRETE CULVERT UNDER THE HIGHWAY,
 CS0442'ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
 CS0442
 CS0442                          STATION RECOVERY (1972)
 CS0442
 CS0442'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0442'RECOVERED IN GOOD CONDITION.
 CS0442
 CS0442                          STATION RECOVERY (1995)
 CS0442
 CS0442'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1548 ***********************************************************************
 CS1548  DESIGNATION -  M 391
 CS1548  PID         -  CS1548
 CS1548  STATE/COUNTY-  TX/TARRANT
 CS1548  USGS QUAD   -  AVONDALE (1982)
 CS1548
 CS1548                         *CURRENT SURVEY CONTROL
 CS1548  ___________________________________________________________________
 CS1548* NAD 83(1986)-  32 55 05.     (N)    097 24 32.     (W)     SCALED    
 CS1548* NAVD 88     -       249.772  (meters)     819.46   (feet)  ADJUSTED  
 CS1548  ___________________________________________________________________
 CS1548  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CS1548  DYNAMIC HT  -         249.477 (meters)     818.49  (feet)  COMP
 CS1548  MODELED GRAV-     979,449.1   (mgal)                       NAVD 88
 CS1548
 CS1548  VERT ORDER  -  FIRST     CLASS II
 CS1548
 CS1548.The horizontal coordinates were scaled from a topographic map and have
 CS1548.an estimated accuracy of +/- 6 seconds.
 CS1548
 CS1548.The orthometric height was determined by differential leveling
 CS1548.and adjusted by the National Geodetic Survey in June 1991..
 CS1548
 CS1548.The geoid height was determined by GEOID03.
 CS1548
 CS1548.The dynamic height is computed by dividing the NAVD 88
 CS1548.geopotential number by the normal gravity value computed on the
 CS1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1548.degrees latitude (g = 980.6199 gals.).
 CS1548
 CS1548.The modeled gravity was interpolated from observed gravity values.
 CS1548
 CS1548;                    North         East    Units  Estimated Accuracy
 CS1548;SPC TXNC     - 2,139,300.      702,050.      MT  (+/- 180 meters Scaled)
 CS1548
 CS1548                          SUPERSEDED SURVEY CONTROL
 CS1548
 CS1548  NGVD 29 (??/??/92)  249.736  (m)          819.34   (f) ADJ UNCH    1 2
 CS1548
 CS1548.Superseded values are not recommended for survey control.
 CS1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1548.See file dsdata.txt to determine how the superseded data were derived.
 CS1548
 CS1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB487433(NAD 83)
 CS1548_MARKER: DB = BENCH MARK DISK
 CS1548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1548_SP_SET: CULVERT
 CS1548_STAMPING: M 391 1947
 CS1548_MARK LOGO: CGS   
 CS1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1548
 CS1548  HISTORY     - Date     Condition        Report By
 CS1548  HISTORY     - 1947     MONUMENTED       CGS
 CS1548  HISTORY     - 1957     GOOD             NGS
 CS1548  HISTORY     - 1984     GOOD             NGS
 CS1548  HISTORY     - 19960427 GOOD             USPSQD
 CS1548
 CS1548                          STATION DESCRIPTION
 CS1548
 CS1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1548'5.1 MI NW FROM SAGINAW.
 CS1548'ABOUT 5.1 MILES NORTHWEST ALONG HIGHWAY NO.81 AND 287 WHICH PARALLELS
 CS1548'THE RAILROAD, AND ABOUT 0.4 MILE NORTHWEST OF OLD HICKS FIELD.  IT IS
 CS1548'ABOUT MIDWAY BETWEEN HICKS FIELD AND HICKS SIDING ON THE RAILROAD.  A
 CS1548'STANDARD DISK STAMPED M 391 1947 IN THE CENTER OF THE WEST HEADWALL OF
 CS1548'THE CONCRETE CULVERT UNDER THE SOUTHBOUND TRAFFIC LANE OF THE HIGHWAY.
 CS1548
 CS1548                          STATION RECOVERY (1984)
 CS1548
 CS1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1548'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 CS1548'TO REACH FOLLOWS.  7.7 KM (4.8 MI) NORTHWESTERLY ALONG THE SANTA FE
 CS1548'RAILROAD FROM ITS JUNCTION WITH MC LEROY BOULEVARD IN SAGINAW,
 CS1548
 CS1548                          STATION RECOVERY (1996)
 CS1548
 CS1548'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0342 ***********************************************************************
 CS0342  DESIGNATION -  M 392
 CS0342  PID         -  CS0342
 CS0342  STATE/COUNTY-  TX/KAUFMAN
 CS0342  USGS QUAD   -  MABANK (1981)
 CS0342
 CS0342                         *CURRENT SURVEY CONTROL
 CS0342  ___________________________________________________________________
 CS0342* NAD 83(1986)-  32 22 02.     (N)    096 06 35.     (W)     SCALED    
 CS0342* NAVD 88     -       114.821  (meters)     376.71   (feet)  ADJUSTED  
 CS0342  ___________________________________________________________________
 CS0342  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0342  DYNAMIC HT  -         114.690 (meters)     376.28  (feet)  COMP
 CS0342  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 CS0342
 CS0342  VERT ORDER  -  SECOND    CLASS 0
 CS0342
 CS0342.The horizontal coordinates were scaled from a topographic map and have
 CS0342.an estimated accuracy of +/- 6 seconds.
 CS0342
 CS0342.The orthometric height was determined by differential leveling
 CS0342.and adjusted by the National Geodetic Survey in June 1991..
 CS0342
 CS0342.The geoid height was determined by GEOID03.
 CS0342
 CS0342.The dynamic height is computed by dividing the NAVD 88
 CS0342.geopotential number by the normal gravity value computed on the
 CS0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0342.degrees latitude (g = 980.6199 gals.).
 CS0342
 CS0342.The modeled gravity was interpolated from observed gravity values.
 CS0342
 CS0342;                    North         East    Units  Estimated Accuracy
 CS0342;SPC TXNC     - 2,080,250.      824,930.      MT  (+/- 180 meters Scaled)
 CS0342
 CS0342                          SUPERSEDED SURVEY CONTROL
 CS0342
 CS0342  NGVD 29 (??/??/92)  114.829  (m)          376.73   (f) ADJ UNCH    2 0
 CS0342
 CS0342.Superseded values are not recommended for survey control.
 CS0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0342.See file dsdata.txt to determine how the superseded data were derived.
 CS0342
 CS0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA719848(NAD 83)
 CS0342_MARKER: DB = BENCH MARK DISK
 CS0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0342_STAMPING: M 392 1947
 CS0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0342+STABILITY: SURFACE MOTION
 CS0342
 CS0342  HISTORY     - Date     Condition        Report By
 CS0342  HISTORY     - 1947     MONUMENTED       CGS
 CS0342  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CS0342
 CS0342                          STATION DESCRIPTION
 CS0342
 CS0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0342'0.5 MI W FROM MABANK.
 CS0342'0.5 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0342'STATION AT MABANK, 231 FEET WEST OF THE CENTER OF A DIRT ROAD
 CS0342'CROSSING, 195 FEET EAST OF A SWITCH STAND AT THE WEST END OF MABANK
 CS0342'SIDING, 65 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 11 FEET
 CS0342'SOUTHEAST OF A 30 INCH OAK TREE, 2 FEET SOUTH OF A 4X4 MARKER POST,
 CS0342'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.  A BRONZE DISK SET IN THE
 CS0342'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0342
 CS0342                          STATION RECOVERY (2004)
 CS0342
 CS0342'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CS0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0677 ***********************************************************************
 CS0677  DESIGNATION -  M 393
 CS0677  PID         -  CS0677
 CS0677  STATE/COUNTY-  TX/NAVARRO
 CS0677  USGS QUAD   -  POWELL (1959)
 CS0677
 CS0677                         *CURRENT SURVEY CONTROL
 CS0677  ___________________________________________________________________
 CS0677* NAD 83(1986)-  32 04 28.     (N)    096 15 45.     (W)     SCALED    
 CS0677* NAVD 88     -       105.897  (meters)     347.43   (feet)  ADJUSTED  
 CS0677  ___________________________________________________________________
 CS0677  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0677  DYNAMIC HT  -         105.773 (meters)     347.02  (feet)  COMP
 CS0677  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CS0677
 CS0677  VERT ORDER  -  SECOND    CLASS 0
 CS0677
 CS0677.The horizontal coordinates were scaled from a topographic map and have
 CS0677.an estimated accuracy of +/- 6 seconds.
 CS0677
 CS0677.The orthometric height was determined by differential leveling
 CS0677.and adjusted by the National Geodetic Survey in June 1991..
 CS0677
 CS0677.The geoid height was determined by GEOID03.
 CS0677
 CS0677.The dynamic height is computed by dividing the NAVD 88
 CS0677.geopotential number by the normal gravity value computed on the
 CS0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0677.degrees latitude (g = 980.6199 gals.).
 CS0677
 CS0677.The modeled gravity was interpolated from observed gravity values.
 CS0677
 CS0677;                    North         East    Units  Estimated Accuracy
 CS0677;SPC TXNC     - 2,047,470.      811,250.      MT  (+/- 180 meters Scaled)
 CS0677
 CS0677                          SUPERSEDED SURVEY CONTROL
 CS0677
 CS0677  NGVD 29 (??/??/92)  105.895  (m)          347.42   (f) ADJ UNCH    2 0
 CS0677
 CS0677.Superseded values are not recommended for survey control.
 CS0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0677.See file dsdata.txt to determine how the superseded data were derived.
 CS0677
 CS0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA584519(NAD 83)
 CS0677_MARKER: DB = BENCH MARK DISK
 CS0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0677_STAMPING: M 393 1947
 CS0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0677+STABILITY: SURFACE MOTION
 CS0677
 CS0677  HISTORY     - Date     Condition        Report By
 CS0677  HISTORY     - 1947     MONUMENTED       CGS
 CS0677
 CS0677                          STATION DESCRIPTION
 CS0677
 CS0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0677'3.2 MI SE FROM ELM FLAT.
 CS0677'0.3 MILE SOUTH ALONG A DIRT TRACK ROAD FROM THE WOODS CHAPEL A.M.E.
 CS0677'CHURCH AT ELM FLAT, THENCE 1.5 MILES EAST ALONG A GRADED DIRT ROAD TO
 CS0677'A CROSS ROAD, THENCE 1.4 MILES SOUTH ALONG A GRADED DIRT ROAD TO A
 CS0677'ROAD INTERSECTION AND THE SITE OF MARK, 95 FEET EAST OF THE SOUTHEAST
 CS0677'CORNER OF A FARM HOUSE OCCUPIED BY RUFUS ROSS, 43 FEET SOUTH OF THE
 CS0677'CENTER LINE OF AN EAST AND WEST ROAD, 21 FEET EAST OF THE CENTER LINE
 CS0677'OF A NORTH AND SOUTH ROAD, 4 FEET EAST OF A WIRE FENCE, 2 FEET NORTH
 CS0677'OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS0677'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1019 ***********************************************************************
 CS1019  DESIGNATION -  M 394
 CS1019  PID         -  CS1019
 CS1019  STATE/COUNTY-  TX/DALLAS
 CS1019  USGS QUAD   -  DALLAS (1981)
 CS1019
 CS1019                         *CURRENT SURVEY CONTROL
 CS1019  ___________________________________________________________________
 CS1019* NAD 83(1986)-  32 51 19.     (N)    096 52 15.     (W)     SCALED    
 CS1019* NAVD 88     -       134.864  (meters)     442.47   (feet)  ADJUSTED  
 CS1019  ___________________________________________________________________
 CS1019  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CS1019  DYNAMIC HT  -         134.711 (meters)     441.96  (feet)  COMP
 CS1019  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 CS1019
 CS1019  VERT ORDER  -  FIRST     CLASS II
 CS1019
 CS1019.The horizontal coordinates were scaled from a topographic map and have
 CS1019.an estimated accuracy of +/- 6 seconds.
 CS1019
 CS1019.The orthometric height was determined by differential leveling
 CS1019.and adjusted by the National Geodetic Survey in June 1991..
 CS1019
 CS1019.The geoid height was determined by GEOID03.
 CS1019
 CS1019.The dynamic height is computed by dividing the NAVD 88
 CS1019.geopotential number by the normal gravity value computed on the
 CS1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1019.degrees latitude (g = 980.6199 gals.).
 CS1019
 CS1019.The modeled gravity was interpolated from observed gravity values.
 CS1019
 CS1019;                    North         East    Units  Estimated Accuracy
 CS1019;SPC TXNC     - 2,132,990.      752,470.      MT  (+/- 180 meters Scaled)
 CS1019
 CS1019                          SUPERSEDED SURVEY CONTROL
 CS1019
 CS1019  NGVD 29 (??/??/92)  134.876  (m)          442.51   (f) ADJ UNCH    1 2
 CS1019
 CS1019.Superseded values are not recommended for survey control.
 CS1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1019.See file dsdata.txt to determine how the superseded data were derived.
 CS1019
 CS1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB992372(NAD 83)
 CS1019_MARKER: DD = SURVEY DISK
 CS1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1019_STAMPING: M 394 1947 Z 2
 CS1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1019+STABILITY: SURFACE MOTION
 CS1019
 CS1019  HISTORY     - Date     Condition        Report By
 CS1019  HISTORY     - 1947     MONUMENTED       TX1730
 CS1019  HISTORY     - 1947     GOOD             NGS
 CS1019  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1019  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1019
 CS1019                          STATION DESCRIPTION
 CS1019
 CS1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1019'IN DALLAS.
 CS1019'AT DALLAS, AT THE INTERSECTION OF NORTHWEST HIGHWAY AND BACHMAN BLVD.
 CS1019'60.1 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF NORTHWEST
 CS1019'HIGHWAY, 59.6 FEET NORTH OF THE CENTER LINE OF BACHMAN BLVD. 5.0 FEET
 CS1019'EAST OF THE EAST SIDE OF THE CONCRETE BASE OF A LAMP POST.  A BRONZE
 CS1019'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 1 INCH BELOW
 CS1019'GROUND.
 CS1019
 CS1019                          STATION RECOVERY (1958)
 CS1019
 CS1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1019'MARK NOT FOUND.
 CS1019
 CS1019                          STATION RECOVERY (2000)
 CS1019
 CS1019'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1182 ***********************************************************************
 CS1182  DESIGNATION -  M 395
 CS1182  PID         -  CS1182
 CS1182  STATE/COUNTY-  TX/DALLAS
 CS1182  USGS QUAD   -  DALLAS (1981)
 CS1182
 CS1182                         *CURRENT SURVEY CONTROL
 CS1182  ___________________________________________________________________
 CS1182* NAD 83(1986)-  32 47 50.     (N)    096 48 46.     (W)     SCALED    
 CS1182* NAVD 88     -       135.091  (meters)     443.21   (feet)  ADJUSTED  
 CS1182  ___________________________________________________________________
 CS1182  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CS1182  DYNAMIC HT  -         134.937 (meters)     442.71  (feet)  COMP
 CS1182  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CS1182
 CS1182  VERT ORDER  -  FIRST     CLASS II
 CS1182
 CS1182.The horizontal coordinates were scaled from a topographic map and have
 CS1182.an estimated accuracy of +/- 6 seconds.
 CS1182
 CS1182.The orthometric height was determined by differential leveling
 CS1182.and adjusted by the National Geodetic Survey in June 1991..
 CS1182
 CS1182.The geoid height was determined by GEOID03.
 CS1182
 CS1182.The dynamic height is computed by dividing the NAVD 88
 CS1182.geopotential number by the normal gravity value computed on the
 CS1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1182.degrees latitude (g = 980.6199 gals.).
 CS1182
 CS1182.The modeled gravity was interpolated from observed gravity values.
 CS1182
 CS1182;                    North         East    Units  Estimated Accuracy
 CS1182;SPC TXNC     - 2,126,640.      758,010.      MT  (+/- 180 meters Scaled)
 CS1182
 CS1182                          SUPERSEDED SURVEY CONTROL
 CS1182
 CS1182  NGVD 29 (??/??/92)  135.105  (m)          443.26   (f) ADJ UNCH    1 2
 CS1182
 CS1182.Superseded values are not recommended for survey control.
 CS1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1182.See file dsdata.txt to determine how the superseded data were derived.
 CS1182
 CS1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB048309(NAD 83)
 CS1182_MARKER: DB = BENCH MARK DISK
 CS1182_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1182_SP_SET: BRIDGE ABUTMENT
 CS1182_STAMPING: M 395 1947
 CS1182_MARK LOGO: CGS   
 CS1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1182
 CS1182  HISTORY     - Date     Condition        Report By
 CS1182  HISTORY     - 1947     MONUMENTED       CGS
 CS1182  HISTORY     - 1958     GOOD             NGS
 CS1182  HISTORY     - 1986     GOOD             NGS
 CS1182  HISTORY     - 1987     GOOD             USPSQD
 CS1182  HISTORY     - 20000212 GOOD             USPSQD
 CS1182
 CS1182                          STATION DESCRIPTION
 CS1182
 CS1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1182'IN DALLAS.
 CS1182'AT DALLAS, AT THE INTERSECTION OF HINES BLVD. AND THE MISSOURI,
 CS1182'KANSAS, TEXAS RAILROAD, 11.0 FEET NORTHWEST OF AND ABOUT LEVEL WITH
 CS1182'THE CENTER LINE OF THE NORTHWEST TRACK, 4.0 FEET SOUTHWEST OF THE
 CS1182'SOUTHWEST END OF THE NORTHWEST STEEL GUARD RAIL OF UNDERPASS AND ON
 CS1182'TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTEMENT OF THE
 CS1182'UNDERPASS.  A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 CS1182
 CS1182                          STATION RECOVERY (1958)
 CS1182
 CS1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1182'RECOVERED IN GOOD CONDITION.
 CS1182
 CS1182                          STATION RECOVERY (1986)
 CS1182
 CS1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1182'RECOVERED IN GOOD CNDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS, AT
 CS1182'THE INTERSECTION OF HARRY HINES BOULEVARD AND THE MISSOURI KANSAS
 CS1182'TEXAS RAILROAD, IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 CS1182'ABUTMENT OF THE RAILROAD OVERPASS OF THE BOULEVARD, 8.1 M (26.6 FT)
 CS1182'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CS1182'BOULEVARD, AND 2.8 M (9.2 FT) NORTHWEST OF THE NEAR RAIL.
 CS1182'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CS1182
 CS1182                          STATION RECOVERY (1987)
 CS1182
 CS1182'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1182'RECOVERED IN GOOD CONDITION.
 CS1182
 CS1182                          STATION RECOVERY (2000)
 CS1182
 CS1182'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2286 ***********************************************************************
 BY2286  DESIGNATION -  M 399
 BY2286  PID         -  BY2286
 BY2286  STATE/COUNTY-  TX/ANDERSON
 BY2286  USGS QUAD   -  CAYUGA (1982)
 BY2286
 BY2286                         *CURRENT SURVEY CONTROL
 BY2286  ___________________________________________________________________
 BY2286* NAD 83(1986)-  31 58 07.     (N)    095 58 32.     (W)     SCALED    
 BY2286* NAVD 88     -        97.195  (meters)     318.88   (feet)  ADJUSTED  
 BY2286  ___________________________________________________________________
 BY2286  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BY2286  DYNAMIC HT  -          97.080 (meters)     318.50  (feet)  COMP
 BY2286  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 BY2286
 BY2286  VERT ORDER  -  SECOND    CLASS 0
 BY2286
 BY2286.The horizontal coordinates were scaled from a topographic map and have
 BY2286.an estimated accuracy of +/- 6 seconds.
 BY2286
 BY2286.The orthometric height was determined by differential leveling
 BY2286.and adjusted by the National Geodetic Survey in June 1991..
 BY2286
 BY2286.The geoid height was determined by GEOID03.
 BY2286
 BY2286.The dynamic height is computed by dividing the NAVD 88
 BY2286.geopotential number by the normal gravity value computed on the
 BY2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2286.degrees latitude (g = 980.6199 gals.).
 BY2286
 BY2286.The modeled gravity was interpolated from observed gravity values.
 BY2286
 BY2286;                    North         East    Units  Estimated Accuracy
 BY2286;SPC TX C     - 3,263,260.    1,111,830.      MT  (+/- 180 meters Scaled)
 BY2286
 BY2286                          SUPERSEDED SURVEY CONTROL
 BY2286
 BY2286  NGVD 29 (??/??/92)   97.193  (m)          318.87   (f) ADJ UNCH    2 0
 BY2286
 BY2286.Superseded values are not recommended for survey control.
 BY2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2286.See file dsdata.txt to determine how the superseded data were derived.
 BY2286
 BY2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR187408(NAD 83)
 BY2286_MARKER: DB = BENCH MARK DISK
 BY2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2286_STAMPING: M 399 1947
 BY2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2286+STABILITY: SURFACE MOTION
 BY2286
 BY2286  HISTORY     - Date     Condition        Report By
 BY2286  HISTORY     - 1947     MONUMENTED       CGS
 BY2286  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2286
 BY2286                          STATION DESCRIPTION
 BY2286
 BY2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2286'0.8 MI N FROM CAYUGA.
 BY2286'ALONG AN OIL ROAD.  0.8 MILE NORTH OF CAYUGA POST OFFICE.  0.5 MILE
 BY2286'SOUTH OF CAYUGA SCHOOL.  NEAR A FENCE CORNER.  135 FEET SOUTH OF THE
 BY2286'SOUTHEAST CORNER OF A STORE AND GAS STATION.  24 FEET WEST OF THE
 BY2286'CENTER OF THE ROAD.  6 FEET SOUTH OF A CORNER FENCE POST.  1 FOOT EAST
 BY2286'OF A WIRE FENCE.  2 FEET NORTH OF WITNESS POST.
 BY2286
 BY2286                          STATION RECOVERY (1977)
 BY2286
 BY2286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0169 ***********************************************************************
 AB0169  DESIGNATION -  M 4
 AB0169  PID         -  AB0169
 AB0169  STATE/COUNTY-  TX/CAMERON
 AB0169  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0169
 AB0169                         *CURRENT SURVEY CONTROL
 AB0169  ___________________________________________________________________
 AB0169* NAD 83(1986)-  25 56 24.     (N)    097 32 16.     (W)     SCALED    
 AB0169* NAVD 88     -        11.151  (meters)      36.58   (feet)  ADJUSTED  
 AB0169  ___________________________________________________________________
 AB0169  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 AB0169  DYNAMIC HT  -          11.133 (meters)      36.53  (feet)  COMP
 AB0169  MODELED GRAV-     979,026.2   (mgal)                       NAVD 88
 AB0169
 AB0169  VERT ORDER  -  SECOND    CLASS 0
 AB0169
 AB0169.The horizontal coordinates were scaled from a topographic map and have
 AB0169.an estimated accuracy of +/- 6 seconds.
 AB0169
 AB0169.The orthometric height was determined by differential leveling
 AB0169.and adjusted by the National Geodetic Survey in June 1991..
 AB0169
 AB0169.The geoid height was determined by GEOID03.
 AB0169
 AB0169.The dynamic height is computed by dividing the NAVD 88
 AB0169.geopotential number by the normal gravity value computed on the
 AB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0169.degrees latitude (g = 980.6199 gals.).
 AB0169
 AB0169.The modeled gravity was interpolated from observed gravity values.
 AB0169
 AB0169;                    North         East    Units  Estimated Accuracy
 AB0169;SPC TX S     - 5,030,650.      396,390.      MT  (+/- 180 meters Scaled)
 AB0169
 AB0169                          SUPERSEDED SURVEY CONTROL
 AB0169
 AB0169  NGVD 29 (??/??/92)   11.236  (m)           36.86   (f) ADJ UNCH    2 0
 AB0169
 AB0169.Superseded values are not recommended for survey control.
 AB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0169.See file dsdata.txt to determine how the superseded data were derived.
 AB0169
 AB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP464698(NAD 83)
 AB0169_MARKER: DD = SURVEY DISK
 AB0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0169_SP_SET: CULVERT
 AB0169_STAMPING: M 4 36.73
 AB0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0169
 AB0169  HISTORY     - Date     Condition        Report By
 AB0169  HISTORY     - UNK      MONUMENTED
 AB0169  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0169
 AB0169                          STATION DESCRIPTION
 AB0169
 AB0169'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0169'3.2 MI NW FROM BROWNSVILLE.
 AB0169'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0169'AT BROWNSVILLE, CAMERON COUNTY, 63 YARDS SOUTHEAST OF THE JUNCTION OF
 AB0169'A DIRT ROAD LEADING SOUTH WEST TO A FARMHOUSE, 15.2 FEET SOUTHWEST OF
 AB0169'THE CENTERLINE OF THE HIGHWAY, AT A 4- BY 6-FOOT CONCRETE-BOX CULVERT
 AB0169'UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL,
 AB0169'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0883 ***********************************************************************
 AB0883  DESIGNATION -  M 40
 AB0883  PID         -  AB0883
 AB0883  STATE/COUNTY-  TX/CAMERON
 AB0883  USGS QUAD   -  LA PALOMA (1970)
 AB0883
 AB0883                         *CURRENT SURVEY CONTROL
 AB0883  ___________________________________________________________________
 AB0883* NAD 83(1986)-  26 02 38.     (N)    097 41 55.     (W)     SCALED    
 AB0883* NAVD 88     -        16.210  (meters)      53.18   (feet)  ADJUSTED  
 AB0883  ___________________________________________________________________
 AB0883  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AB0883  DYNAMIC HT  -          16.184 (meters)      53.10  (feet)  COMP
 AB0883  MODELED GRAV-     979,020.2   (mgal)                       NAVD 88
 AB0883
 AB0883  VERT ORDER  -  SECOND    CLASS 0
 AB0883
 AB0883.The horizontal coordinates were scaled from a topographic map and have
 AB0883.an estimated accuracy of +/- 6 seconds.
 AB0883
 AB0883.The orthometric height was determined by differential leveling
 AB0883.and adjusted by the National Geodetic Survey in June 1991..
 AB0883
 AB0883.The geoid height was determined by GEOID03.
 AB0883
 AB0883.The dynamic height is computed by dividing the NAVD 88
 AB0883.geopotential number by the normal gravity value computed on the
 AB0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0883.degrees latitude (g = 980.6199 gals.).
 AB0883
 AB0883.The modeled gravity was interpolated from observed gravity values.
 AB0883
 AB0883;                    North         East    Units  Estimated Accuracy
 AB0883;SPC TX S     - 5,042,050.      380,210.      MT  (+/- 180 meters Scaled)
 AB0883
 AB0883                          SUPERSEDED SURVEY CONTROL
 AB0883
 AB0883  NGVD 29 (??/??/92)   16.312  (m)           53.52   (f) ADJ UNCH    2 0
 AB0883
 AB0883.Superseded values are not recommended for survey control.
 AB0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0883.See file dsdata.txt to determine how the superseded data were derived.
 AB0883
 AB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP301811(NAD 83)
 AB0883_MARKER: DD = SURVEY DISK
 AB0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0883_SP_SET: CULVERT
 AB0883_STAMPING: M 40 53.43
 AB0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0883
 AB0883  HISTORY     - Date     Condition        Report By
 AB0883  HISTORY     - UNK      MONUMENTED
 AB0883  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0883
 AB0883                          STATION DESCRIPTION
 AB0883
 AB0883'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0883'0.3 MI W FROM LANDRUM.
 AB0883'0.3 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0883'LANDRUM, CAMERON COUNTY, 100 YARDS WEST OF THE JUNCTION OF A CONCRETE
 AB0883'COUNTY ROAD LEADING NORTH TO SAN BENITO, AT THE JUNCTION OF A DIRT
 AB0883'ROAD LEADING SOUTH TO THE LEVEE, 90 FEET EAST OF THE CENTERLINE OF THE
 AB0883'DIRT ROAD, 15.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A 3-
 AB0883'BY 3-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP
 AB0883'OF THE SOUTH HEADWALL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0796 ***********************************************************************
 CT0796  DESIGNATION -  M 40
 CT0796  PID         -  CT0796
 CT0796  STATE/COUNTY-  TX/JONES
 CT0796  USGS QUAD   -  STAMFORD (1965)
 CT0796
 CT0796                         *CURRENT SURVEY CONTROL
 CT0796  ___________________________________________________________________
 CT0796* NAD 83(1986)-  32 56 23.     (N)    099 48 00.     (W)     SCALED    
 CT0796* NAVD 88     -       490.889  (meters)    1610.53   (feet)  ADJUSTED  
 CT0796  ___________________________________________________________________
 CT0796  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CT0796  DYNAMIC HT  -         490.267 (meters)    1608.48  (feet)  COMP
 CT0796  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 CT0796
 CT0796  VERT ORDER  -  SECOND    CLASS 0
 CT0796
 CT0796.The horizontal coordinates were scaled from a topographic map and have
 CT0796.an estimated accuracy of +/- 6 seconds.
 CT0796
 CT0796.The orthometric height was determined by differential leveling
 CT0796.and adjusted by the National Geodetic Survey in June 1991..
 CT0796.WARNING-Repeat measurements at this control monument indicate possible
 CT0796.vertical movement.
 CT0796
 CT0796.The geoid height was determined by GEOID03.
 CT0796
 CT0796.The dynamic height is computed by dividing the NAVD 88
 CT0796.geopotential number by the normal gravity value computed on the
 CT0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0796.degrees latitude (g = 980.6199 gals.).
 CT0796
 CT0796.The modeled gravity was interpolated from observed gravity values.
 CT0796
 CT0796;                    North         East    Units  Estimated Accuracy
 CT0796;SPC TXNC     - 2,141,920.      478,450.      MT  (+/- 180 meters Scaled)
 CT0796
 CT0796                          SUPERSEDED SURVEY CONTROL
 CT0796
 CT0796  NGVD 29 (??/??/92)  490.724  (m)         1609.98   (f) ADJ UNCH    2 0
 CT0796
 CT0796.Superseded values are not recommended for survey control.
 CT0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0796.See file dsdata.txt to determine how the superseded data were derived.
 CT0796
 CT0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB252448(NAD 83)
 CT0796_MARKER: DD = SURVEY DISK
 CT0796_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0796_SP_SET: BUILDING
 CT0796_STAMPING: M 40 1924
 CT0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0796
 CT0796  HISTORY     - Date     Condition        Report By
 CT0796  HISTORY     - 1924     MONUMENTED       USGS
 CT0796  HISTORY     - 1958     GOOD             NGS
 CT0796
 CT0796                          STATION DESCRIPTION
 CT0796
 CT0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0796'IN STAMFORD.
 CT0796'AT STAMFORD, JONES COUNTY, AT THE WICHITA VALLEY RAILWAY STATION, IN
 CT0796'THE EAST FACE OF THE BUILDING, IN THE CORNER OF THE SOUTHEAST COLUMN,
 CT0796'AND 0.4 FOOT ABOVE A STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CT0796'DISK, STAMPED M 40 1924 AND SET VERTICALLY.  NOTE-- THE RAILWAY
 CT0796'STATION IS NO LONGER IN USE BUT THE BUILDING IS STILL IN FAIR
 CT0796'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2337 ***********************************************************************
 BY2337  DESIGNATION -  M 400
 BY2337  PID         -  BY2337
 BY2337  STATE/COUNTY-  TX/FREESTONE
 BY2337  USGS QUAD   -  BUTLER (1964)
 BY2337
 BY2337                         *CURRENT SURVEY CONTROL
 BY2337  ___________________________________________________________________
 BY2337* NAD 83(1986)-  31 44 36.     (N)    095 54 43.     (W)     SCALED    
 BY2337* NAVD 88     -        70.978  (meters)     232.87   (feet)  ADJUSTED  
 BY2337  ___________________________________________________________________
 BY2337  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BY2337  DYNAMIC HT  -          70.893 (meters)     232.59  (feet)  COMP
 BY2337  MODELED GRAV-     979,442.8   (mgal)                       NAVD 88
 BY2337
 BY2337  VERT ORDER  -  SECOND    CLASS 0
 BY2337
 BY2337.The horizontal coordinates were scaled from a topographic map and have
 BY2337.an estimated accuracy of +/- 6 seconds.
 BY2337
 BY2337.The orthometric height was determined by differential leveling
 BY2337.and adjusted by the National Geodetic Survey in June 1991..
 BY2337
 BY2337.The geoid height was determined by GEOID03.
 BY2337
 BY2337.The dynamic height is computed by dividing the NAVD 88
 BY2337.geopotential number by the normal gravity value computed on the
 BY2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2337.degrees latitude (g = 980.6199 gals.).
 BY2337
 BY2337.The modeled gravity was interpolated from observed gravity values.
 BY2337
 BY2337;                    North         East    Units  Estimated Accuracy
 BY2337;SPC TX C     - 3,238,540.    1,118,830.      MT  (+/- 180 meters Scaled)
 BY2337
 BY2337                          SUPERSEDED SURVEY CONTROL
 BY2337
 BY2337  NGVD 29 (??/??/92)   70.963  (m)          232.82   (f) ADJ UNCH    2 0
 BY2337
 BY2337.Superseded values are not recommended for survey control.
 BY2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2337.See file dsdata.txt to determine how the superseded data were derived.
 BY2337
 BY2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR241156(NAD 83)
 BY2337_MARKER: DB = BENCH MARK DISK
 BY2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2337_STAMPING: M 400 1947
 BY2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2337+STABILITY: SURFACE MOTION
 BY2337
 BY2337  HISTORY     - Date     Condition        Report By
 BY2337  HISTORY     - 1947     MONUMENTED       CGS
 BY2337
 BY2337                          STATION DESCRIPTION
 BY2337
 BY2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2337'14 MI NW FROM LONG LAKE.
 BY2337'3.0 MILES WEST ALONG U.S. HIGHWAY NO. 84 FROM THE RAILROAD WATER TANK
 BY2337'AT LONG LAKE THENCE 9.0 MILES NORTHWEST ALONG A COUNTY ROAD TO SAND
 BY2337'HILL SCHOOL THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD THENCE 1.0 MILE
 BY2337'EAST ALONG THE RIGHT-OF-WAY OF THE HUMBLE OIL CO. PIPE LINE.  ABOUT
 BY2337'0.3 MILE NORTH OF THE MAIN BARN ON THE F. E. HILL CO. FARM.  70 FEET
 BY2337'NORTHEAST OF A SMALL LEVEE.  24 FEET NORTHWEST OF THE PIPE LINE
 BY2337'RIGHT-OF-WAY.  1 FOOT SOUTHWEST OF A WIRE FENCE.  2 FEET SOUTHEAST OF
 BY2337'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2183 ***********************************************************************
 BY2183  DESIGNATION -  M 401
 BY2183  PID         -  BY2183
 BY2183  STATE/COUNTY-  TX/ANDERSON
 BY2183  USGS QUAD   -  INDIAN LAKE (1982)
 BY2183
 BY2183                         *CURRENT SURVEY CONTROL
 BY2183  ___________________________________________________________________
 BY2183* NAD 83(1986)-  31 32 26.     (N)    095 40 26.     (W)     SCALED    
 BY2183* NAVD 88     -        68.72   (+/-2cm)     225.5    (feet)  VERTCON   
 BY2183  ___________________________________________________________________
 BY2183  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY2183
 BY2183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2183
 BY2183.The horizontal coordinates were scaled from a topographic map and have
 BY2183.an estimated accuracy of +/- 6 seconds.
 BY2183
 BY2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2183.The vertical order pertains to the NGVD 29 superseded value.
 BY2183
 BY2183.The geoid height was determined by GEOID03.
 BY2183
 BY2183;                    North         East    Units  Estimated Accuracy
 BY2183;SPC TX C     - 3,217,000.    1,142,310.      MT  (+/- 180 meters Scaled)
 BY2183
 BY2183                          SUPERSEDED SURVEY CONTROL
 BY2183
 BY2183  NGVD 29 (??/??/92)   68.700  (m)          225.39   (f) ADJ UNCH    2 0
 BY2183
 BY2183.Superseded values are not recommended for survey control.
 BY2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2183.See file dsdata.txt to determine how the superseded data were derived.
 BY2183
 BY2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ461926(NAD 83)
 BY2183_MARKER: DB = BENCH MARK DISK
 BY2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2183_STAMPING: M 401 1947
 BY2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2183+STABILITY: SURFACE MOTION
 BY2183
 BY2183  HISTORY     - Date     Condition        Report By
 BY2183  HISTORY     - 1947     MONUMENTED       CGS
 BY2183  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2183
 BY2183                          STATION DESCRIPTION
 BY2183
 BY2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2183'14.8 MI SW FROM ELKHART.
 BY2183'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY2183'ALONG STATE HIGHWAY NO.294, THENCE SOUTH 4.6 MILES ALONG A GRADED DIRT
 BY2183'ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWEST
 BY2183'4.0 MILES ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS 37.8
 BY2183'FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY2183'32.6 FEET SOUTHWEST OF A THIRTY INCH GUM TREE, 8.0 FEET NORTH OF A
 BY2183'FENCE CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT NORTH OF A 4 X 4
 BY2183'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY2183'CONCRETE POST FLUSH WITH THE GROUND.
 BY2183
 BY2183                          STATION RECOVERY (1977)
 BY2183
 BY2183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0471 ***********************************************************************
 BZ0471  DESIGNATION -  M 403
 BZ0471  PID         -  BZ0471
 BZ0471  STATE/COUNTY-  TX/LEON
 BZ0471  USGS QUAD   -  SPRING SEAT (1982)
 BZ0471
 BZ0471                         *CURRENT SURVEY CONTROL
 BZ0471  ___________________________________________________________________
 BZ0471* NAD 83(1986)-  31 14 36.     (N)    096 02 12.     (W)     SCALED    
 BZ0471* NAVD 88     -       129.89   (+/-2cm)     426.1    (feet)  VERTCON   
 BZ0471  ___________________________________________________________________
 BZ0471  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BZ0471
 BZ0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0471
 BZ0471.The horizontal coordinates were scaled from a topographic map and have
 BZ0471.an estimated accuracy of +/- 6 seconds.
 BZ0471
 BZ0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0471.The vertical order pertains to the NGVD 29 superseded value.
 BZ0471
 BZ0471.The geoid height was determined by GEOID03.
 BZ0471
 BZ0471;                    North         East    Units  Estimated Accuracy
 BZ0471;SPC TX C     - 3,182,690.    1,109,160.      MT  (+/- 180 meters Scaled)
 BZ0471
 BZ0471                          SUPERSEDED SURVEY CONTROL
 BZ0471
 BZ0471  NGVD 29 (??/??/92)  129.869  (m)          426.08   (f) ADJ UNCH    2 0
 BZ0471
 BZ0471.Superseded values are not recommended for survey control.
 BZ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0471.See file dsdata.txt to determine how the superseded data were derived.
 BZ0471
 BZ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV822603(NAD 83)
 BZ0471_MARKER: DB = BENCH MARK DISK
 BZ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0471_STAMPING: M 403 1947
 BZ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0471+STABILITY: SURFACE MOTION
 BZ0471
 BZ0471  HISTORY     - Date     Condition        Report By
 BZ0471  HISTORY     - 1947     MONUMENTED       CGS
 BZ0471
 BZ0471                          STATION DESCRIPTION
 BZ0471
 BZ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0471'3.8 MI W FROM CENTERVILLE.
 BZ0471'ABOUT 3.8 MILES WEST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BZ0471'CENTERVILLE, ABOUT 200 YARDS SOUTHEAST OF A FARMHOUSE, 60.6 FEET NORTH
 BZ0471'OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY, 33.5
 BZ0471'FEET SOUTH OF A FENCE, 4.5 FEET EAST OF A POWER POLE AND 1.5 FEET WEST
 BZ0471'OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP
 BZ0471'OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1104 ***********************************************************************
 CS1104  DESIGNATION -  M 404
 CS1104  PID         -  CS1104
 CS1104  STATE/COUNTY-  TX/DALLAS
 CS1104  USGS QUAD   -  DUNCANVILLE (1981)
 CS1104
 CS1104                         *CURRENT SURVEY CONTROL
 CS1104  ___________________________________________________________________
 CS1104* NAD 83(1986)-  32 43 13.     (N)    096 53 59.     (W)     SCALED    
 CS1104* NAVD 88     -       207.275  (meters)     680.03   (feet)  ADJUSTED  
 CS1104  ___________________________________________________________________
 CS1104  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CS1104  DYNAMIC HT  -         207.036 (meters)     679.25  (feet)  COMP
 CS1104  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 CS1104
 CS1104  VERT ORDER  -  FIRST     CLASS II
 CS1104
 CS1104.The horizontal coordinates were scaled from a topographic map and have
 CS1104.an estimated accuracy of +/- 6 seconds.
 CS1104
 CS1104.The orthometric height was determined by differential leveling
 CS1104.and adjusted by the National Geodetic Survey in June 1991..
 CS1104
 CS1104.The geoid height was determined by GEOID03.
 CS1104
 CS1104.The dynamic height is computed by dividing the NAVD 88
 CS1104.geopotential number by the normal gravity value computed on the
 CS1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1104.degrees latitude (g = 980.6199 gals.).
 CS1104
 CS1104.The modeled gravity was interpolated from observed gravity values.
 CS1104
 CS1104;                    North         East    Units  Estimated Accuracy
 CS1104;SPC TXNC     - 2,117,980.      750,000.      MT  (+/- 180 meters Scaled)
 CS1104
 CS1104                          SUPERSEDED SURVEY CONTROL
 CS1104
 CS1104  NGVD 29 (??/??/92)  207.284  (m)          680.06   (f) ADJ UNCH    1 2
 CS1104
 CS1104.Superseded values are not recommended for survey control.
 CS1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1104.See file dsdata.txt to determine how the superseded data were derived.
 CS1104
 CS1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB968222(NAD 83)
 CS1104_MARKER: DB = BENCH MARK DISK
 CS1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1104_STAMPING: M 404 1947
 CS1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1104+STABILITY: SURFACE MOTION
 CS1104
 CS1104  HISTORY     - Date     Condition        Report By
 CS1104  HISTORY     - 1947     MONUMENTED       CGS
 CS1104  HISTORY     - 1958     GOOD             NGS
 CS1104  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS1104
 CS1104                          STATION DESCRIPTION
 CS1104
 CS1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1104'8.4 MI SW FROM DALLAS.
 CS1104'AT THE FLIERS FIELD AIRPORT, AT THE ENTRANCE TO THE FIELD, 30.7 FEET
 CS1104'NORTH OF AND ABOUT 1.5 FEET HIGHER THAN THE CENTER LINE OF MOUNTAIN
 CS1104'LAKE ROAD, 24.0 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE OFFICE
 CS1104'BUILDING, 20.8 FEET SOUTH OF A TWENTY INCH HACKBERRY TREE, 3.0 FEET
 CS1104'NORTHEAST OF A FENCE CORNER AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER
 CS1104'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 CS1104'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 CS1104
 CS1104                          STATION RECOVERY (1958)
 CS1104
 CS1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1104'RECOVERED IN GOOD CONDITION.
 CS1104
 CS1104                          STATION RECOVERY (2003)
 CS1104
 CS1104'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1785 ***********************************************************************
 BY1785  DESIGNATION -  M 405
 BY1785  PID         -  BY1785
 BY1785  STATE/COUNTY-  TX/HOUSTON
 BY1785  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1785
 BY1785                         *CURRENT SURVEY CONTROL
 BY1785  ___________________________________________________________________
 BY1785* NAD 83(1986)-  31 26 33.     (N)    095 41 35.     (W)     SCALED    
 BY1785* NAVD 88     -        68.50   (+/-2cm)     224.7    (feet)  VERTCON   
 BY1785  ___________________________________________________________________
 BY1785  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY1785
 BY1785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1785
 BY1785.The horizontal coordinates were scaled from a topographic map and have
 BY1785.an estimated accuracy of +/- 6 seconds.
 BY1785
 BY1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1785.The vertical order pertains to the NGVD 29 superseded value.
 BY1785
 BY1785.The geoid height was determined by GEOID03.
 BY1785
 BY1785;                    North         East    Units  Estimated Accuracy
 BY1785;SPC TX C     - 3,206,060.    1,140,940.      MT  (+/- 180 meters Scaled)
 BY1785
 BY1785                          SUPERSEDED SURVEY CONTROL
 BY1785
 BY1785  NGVD 29 (??/??/92)   68.487  (m)          224.69   (f) ADJ UNCH    2 0
 BY1785
 BY1785.Superseded values are not recommended for survey control.
 BY1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1785.See file dsdata.txt to determine how the superseded data were derived.
 BY1785
 BY1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ440817(NAD 83)
 BY1785_MARKER: DB = BENCH MARK DISK
 BY1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1785_STAMPING: M 405 1947
 BY1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1785+STABILITY: SURFACE MOTION
 BY1785
 BY1785  HISTORY     - Date     Condition        Report By
 BY1785  HISTORY     - 1947     MONUMENTED       CGS
 BY1785
 BY1785                          STATION DESCRIPTION
 BY1785
 BY1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1785'16.9 MI W FROM GRAPELAND.
 BY1785'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1785'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY
 BY1785'13.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHWESTERLY 3.3 MILES
 BY1785'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A T
 BY1785'INTERSECTION, 98.0 FEET WEST OF AN OIL WELL, 95.4 FEET SOUTH OF THE
 BY1785'CENTER LINE OF A ROAD LEADING WEST, 52.0 FEET WEST OF AND ABOUT LEVEL
 BY1785'WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD, 9.0 FEET NORTH OF A
 BY1785'TWENTY INCH OAK TREE AND 2.0 FEET SOUTHWEST OF A 4X4 IN. MARKER POST.
 BY1785'A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1785'PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2167 ***********************************************************************
 BY2167  DESIGNATION -  M 406
 BY2167  PID         -  BY2167
 BY2167  STATE/COUNTY-  TX/ANDERSON
 BY2167  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2167
 BY2167                         *CURRENT SURVEY CONTROL
 BY2167  ___________________________________________________________________
 BY2167* NAD 83(1986)-  31 39 01.     (N)    095 41 18.     (W)     SCALED    
 BY2167* NAVD 88     -        98.33   (+/-2cm)     322.6    (feet)  VERTCON   
 BY2167  ___________________________________________________________________
 BY2167  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BY2167
 BY2167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2167
 BY2167.The horizontal coordinates were scaled from a topographic map and have
 BY2167.an estimated accuracy of +/- 6 seconds.
 BY2167
 BY2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2167.The vertical order pertains to the NGVD 29 superseded value.
 BY2167
 BY2167.The geoid height was determined by GEOID03.
 BY2167
 BY2167;                    North         East    Units  Estimated Accuracy
 BY2167;SPC TX C     - 3,229,100.    1,140,430.      MT  (+/- 180 meters Scaled)
 BY2167
 BY2167                          SUPERSEDED SURVEY CONTROL
 BY2167
 BY2167  NGVD 29 (??/??/92)   98.310  (m)          322.54   (f) ADJ UNCH    2 0
 BY2167
 BY2167.Superseded values are not recommended for survey control.
 BY2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2167.See file dsdata.txt to determine how the superseded data were derived.
 BY2167
 BY2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR450048(NAD 83)
 BY2167_MARKER: DB = BENCH MARK DISK
 BY2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2167_STAMPING: M 406 1947
 BY2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2167+STABILITY: SURFACE MOTION
 BY2167
 BY2167  HISTORY     - Date     Condition        Report By
 BY2167  HISTORY     - 1947     MONUMENTED       CGS
 BY2167
 BY2167                          STATION DESCRIPTION
 BY2167
 BY2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2167'7.4 MI W FROM ELKHART.
 BY2167'ABOUT 7.4 MILES WEST ALONG STATE HIGHWAY NO.294 FROM THE ELKHART STATE
 BY2167'BANK AT ELKHART, AT THE NORTHWEST CORNER OF A SMALL CULTIVATED FIELD,
 BY2167'84.4 FEET WEST OF A FIFTEEN INCH PINE TREE, 46.7 FEET SOUTH OF AND
 BY2167'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTH OF A
 BY2167'FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY2167'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 BY2167'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1803 ***********************************************************************
 BY1803  DESIGNATION -  M 407
 BY1803  PID         -  BY1803
 BY1803  STATE/COUNTY-  TX/HOUSTON
 BY1803  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1803
 BY1803                         *CURRENT SURVEY CONTROL
 BY1803  ___________________________________________________________________
 BY1803* NAD 83(1986)-  31 21 46.     (N)    095 32 09.     (W)     SCALED    
 BY1803* NAVD 88     -        97.49   (+/-2cm)     319.8    (feet)  VERTCON   
 BY1803  ___________________________________________________________________
 BY1803  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1803
 BY1803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1803
 BY1803.The horizontal coordinates were scaled from a topographic map and have
 BY1803.an estimated accuracy of +/- 6 seconds.
 BY1803
 BY1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1803.The vertical order pertains to the NGVD 29 superseded value.
 BY1803
 BY1803.The geoid height was determined by GEOID03.
 BY1803
 BY1803;                    North         East    Units  Estimated Accuracy
 BY1803;SPC TX C     - 3,197,860.    1,156,250.      MT  (+/- 180 meters Scaled)
 BY1803
 BY1803                          SUPERSEDED SURVEY CONTROL
 BY1803
 BY1803  NGVD 29 (??/??/92)   97.482  (m)          319.82   (f) ADJ UNCH    2 0
 BY1803
 BY1803.Superseded values are not recommended for survey control.
 BY1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1803.See file dsdata.txt to determine how the superseded data were derived.
 BY1803
 BY1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ587725(NAD 83)
 BY1803_MARKER: DB = BENCH MARK DISK
 BY1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1803_STAMPING: M 407 1947
 BY1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1803+STABILITY: SURFACE MOTION
 BY1803
 BY1803  HISTORY     - Date     Condition        Report By
 BY1803  HISTORY     - 1947     MONUMENTED       CGS
 BY1803
 BY1803                          STATION DESCRIPTION
 BY1803
 BY1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1803'6.2 MI NW FROM CROCKETT.
 BY1803'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1803'HIGHWAY NO. 287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1803'NORTHWESTERLY 5.5 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1803'BENCH MARK IS ABOUT 70 YARDS EAST OF A FARMHOUSE, 55.8 FEET SOUTHEAST
 BY1803'OF THE SOUTHEAST CORNER OF THE YARD FENCE, 29.5 FEET SOUTHWEST OF AND
 BY1803'ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 21.6 FEET
 BY1803'SOUTHEAST OF A SIXTEEN INCH OAK TREE, 1.0 FOOT NORTHEAST OF A FENCE
 BY1803'AND 1.0 FOOT SOUTHEAST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY1803'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BY1803'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0540 ***********************************************************************
 CS0540  DESIGNATION -  M 408
 CS0540  PID         -  CS0540
 CS0540  STATE/COUNTY-  TX/NAVARRO
 CS0540  USGS QUAD   -  CORBET (1978)
 CS0540
 CS0540                         *CURRENT SURVEY CONTROL
 CS0540  ___________________________________________________________________
 CS0540* NAD 83(1986)-  32 03 51.     (N)    096 30 02.     (W)     SCALED    
 CS0540* NAVD 88     -       140.322  (meters)     460.37   (feet)  ADJUSTED  
 CS0540  ___________________________________________________________________
 CS0540  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0540  DYNAMIC HT  -         140.159 (meters)     459.84  (feet)  COMP
 CS0540  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 CS0540
 CS0540  VERT ORDER  -  SECOND    CLASS 0
 CS0540
 CS0540.The horizontal coordinates were scaled from a topographic map and have
 CS0540.an estimated accuracy of +/- 6 seconds.
 CS0540
 CS0540.The orthometric height was determined by differential leveling
 CS0540.and adjusted by the National Geodetic Survey in June 1991..
 CS0540
 CS0540.The geoid height was determined by GEOID03.
 CS0540
 CS0540.The dynamic height is computed by dividing the NAVD 88
 CS0540.geopotential number by the normal gravity value computed on the
 CS0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0540.degrees latitude (g = 980.6199 gals.).
 CS0540
 CS0540.The modeled gravity was interpolated from observed gravity values.
 CS0540
 CS0540;                    North         East    Units  Estimated Accuracy
 CS0540;SPC TXNC     - 2,045,880.      788,790.      MT  (+/- 180 meters Scaled)
 CS0540
 CS0540                          SUPERSEDED SURVEY CONTROL
 CS0540
 CS0540  NGVD 29 (??/??/92)  140.308  (m)          460.33   (f) ADJ UNCH    2 0
 CS0540
 CS0540.Superseded values are not recommended for survey control.
 CS0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0540.See file dsdata.txt to determine how the superseded data were derived.
 CS0540
 CS0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA359502(NAD 83)
 CS0540_MARKER: DB = BENCH MARK DISK
 CS0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0540_STAMPING: M 408 1947
 CS0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0540+STABILITY: SURFACE MOTION
 CS0540
 CS0540  HISTORY     - Date     Condition        Report By
 CS0540  HISTORY     - 1947     MONUMENTED       CGS
 CS0540
 CS0540                          STATION DESCRIPTION
 CS0540
 CS0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0540'3.0 MI SW FROM CORSICANA.
 CS0540'AT THE CORSICANA COMMERCIAL AIRPORT WHICH IS 3.0 MILES SOUTHWEST OF
 CS0540'THE UNION RAILROAD STATION AT CORSICANA, 1.1 MILE SOUTH ALONG A DIRT
 CS0540'ROAD FROM THE STATE ORPHANS HOME, 0.3 MILE NORTH OF THE OLD OAK VALLEY
 CS0540'SCHOOL WHICH IS ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY TRACK, 61.5
 CS0540'FEET SOUTH OF A POWER LINE POLE, 46.0 FEET NORTH OF THE CENTER OF THE
 CS0540'MAIN (WEST) ENTRANCE TO THE FIELD, 30.0 FEET EAST OF THE CENTER OF A
 CS0540'DIRT ROAD, 26.0 FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 CS0540'OF AN ABANDONED HANGAR, 3.0 FEET SOUTH OF A REFERENCE POST, 2.0 FEET
 CS0540'EAST OF THE EAST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT THE
 CS0540'SAME ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2132 ***********************************************************************
 BY2132  DESIGNATION -  M 409 RESET 1958
 BY2132  PID         -  BY2132
 BY2132  STATE/COUNTY-  TX/FREESTONE
 BY2132  USGS QUAD   -  BUTLER (1964)
 BY2132
 BY2132                         *CURRENT SURVEY CONTROL
 BY2132  ___________________________________________________________________
 BY2132* NAD 83(1986)-  31 39 19.     (N)    095 53 03.     (W)     SCALED    
 BY2132* NAVD 88     -        78.73   (+/-2cm)     258.3    (feet)  VERTCON   
 BY2132  ___________________________________________________________________
 BY2132  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BY2132
 BY2132  VERT ORDER  -  THIRD (See Below)
 BY2132
 BY2132.The horizontal coordinates were scaled from a topographic map and have
 BY2132.an estimated accuracy of +/- 6 seconds.
 BY2132
 BY2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2132.The vertical order pertains to the NGVD 29 superseded value.
 BY2132
 BY2132.The geoid height was determined by GEOID03.
 BY2132
 BY2132;                    North         East    Units  Estimated Accuracy
 BY2132;SPC TX C     - 3,228,890.    1,121,850.      MT  (+/- 180 meters Scaled)
 BY2132
 BY2132                          SUPERSEDED SURVEY CONTROL
 BY2132
 BY2132  NGVD 29 (??/??/??)   78.72   (m)          258.3    (f) RESET       3  
 BY2132
 BY2132.Superseded values are not recommended for survey control.
 BY2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2132.See file dsdata.txt to determine how the superseded data were derived.
 BY2132
 BY2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR265058(NAD 83)
 BY2132_MARKER: DB = BENCH MARK DISK
 BY2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2132_STAMPING: M 409 RESET 1958
 BY2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2132+STABILITY: SURFACE MOTION
 BY2132
 BY2132  HISTORY     - Date     Condition        Report By
 BY2132  HISTORY     - 1958     MONUMENTED       CGS
 BY2132
 BY2132                          STATION DESCRIPTION
 BY2132
 BY2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2132'16.6 MI SE FROM FAIRFIELD.
 BY2132'16.6 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 84 FROM THE COURT HOUSE IN
 BY2132'FAIRFIELD, 5.5 MILES WEST FROM THE JUNCTION OF U.S. HIGHWAYS NO. 79
 BY2132'AND 84, 88 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAYS AND HIGHWAY
 BY2132'SURVEY STA. 1998+80, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND
 BY2132'ABOUT 75 YARDS SOUTHEAST OF A CULVERT.  IT IS IN THE CREEK BOTTOM AND
 BY2132'AN OPEN PASTURE AREA.  A STANDARD DISK STAMPED M 409 RESET 1958 IN A
 BY2132'CONCRETE POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0884 ***********************************************************************
 AB0884  DESIGNATION -  M 41
 AB0884  PID         -  AB0884
 AB0884  STATE/COUNTY-  TX/CAMERON
 AB0884  USGS QUAD   -  LA PALOMA (1970)
 AB0884
 AB0884                         *CURRENT SURVEY CONTROL
 AB0884  ___________________________________________________________________
 AB0884* NAD 83(1986)-  26 02 38.     (N)    097 42 04.     (W)     SCALED    
 AB0884* NAVD 88     -        16.495  (meters)      54.12   (feet)  ADJUSTED  
 AB0884  ___________________________________________________________________
 AB0884  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AB0884  DYNAMIC HT  -          16.469 (meters)      54.03  (feet)  COMP
 AB0884  MODELED GRAV-     979,020.1   (mgal)                       NAVD 88
 AB0884
 AB0884  VERT ORDER  -  SECOND    CLASS 0
 AB0884
 AB0884.The horizontal coordinates were scaled from a topographic map and have
 AB0884.an estimated accuracy of +/- 6 seconds.
 AB0884
 AB0884.The orthometric height was determined by differential leveling
 AB0884.and adjusted by the National Geodetic Survey in June 1991..
 AB0884
 AB0884.The geoid height was determined by GEOID03.
 AB0884
 AB0884.The dynamic height is computed by dividing the NAVD 88
 AB0884.geopotential number by the normal gravity value computed on the
 AB0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0884.degrees latitude (g = 980.6199 gals.).
 AB0884
 AB0884.The modeled gravity was interpolated from observed gravity values.
 AB0884
 AB0884;                    North         East    Units  Estimated Accuracy
 AB0884;SPC TX S     - 5,042,050.      379,960.      MT  (+/- 180 meters Scaled)
 AB0884
 AB0884                          SUPERSEDED SURVEY CONTROL
 AB0884
 AB0884  NGVD 29 (??/??/92)   16.598  (m)           54.46   (f) ADJ UNCH    2 0
 AB0884
 AB0884.Superseded values are not recommended for survey control.
 AB0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0884.See file dsdata.txt to determine how the superseded data were derived.
 AB0884
 AB0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP299811(NAD 83)
 AB0884_MARKER: DD = SURVEY DISK
 AB0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0884_SP_SET: CULVERT
 AB0884_STAMPING: M 41
 AB0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0884
 AB0884  HISTORY     - Date     Condition        Report By
 AB0884  HISTORY     - UNK      MONUMENTED
 AB0884  HISTORY     - 1942     GOOD             NGS
 AB0884
 AB0884                          STATION DESCRIPTION
 AB0884
 AB0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0884'0.4 MI W FROM LANDRUM.
 AB0884'0.4 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0884'LANDRUM, CAMERON COUNTY, 69.1 FEET EAST OF REA CO-OP POLE NO. 15V72,
 AB0884'AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP
 AB0884'OF THE SOUTH HEADWALL, 39.3 FEET SOUTH OF THE CENTERLINE OF THE
 AB0884'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY
 AB0884'STANDARD DISK, STAMPED M 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0794 ***********************************************************************
 CT0794  DESIGNATION -  M 41
 CT0794  PID         -  CT0794
 CT0794  STATE/COUNTY-  TX/JONES
 CT0794  USGS QUAD   -  STAMFORD (1965)
 CT0794
 CT0794                         *CURRENT SURVEY CONTROL
 CT0794  ___________________________________________________________________
 CT0794* NAD 83(1986)-  32 54 22.     (N)    099 45 35.     (W)     SCALED    
 CT0794* NAVD 88     -       478.350  (meters)    1569.39   (feet)  ADJUSTED  
 CT0794  ___________________________________________________________________
 CT0794  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT0794  DYNAMIC HT  -         477.743 (meters)    1567.40  (feet)  COMP
 CT0794  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 CT0794
 CT0794  VERT ORDER  -  SECOND    CLASS 0
 CT0794
 CT0794.The horizontal coordinates were scaled from a topographic map and have
 CT0794.an estimated accuracy of +/- 6 seconds.
 CT0794
 CT0794.The orthometric height was determined by differential leveling
 CT0794.and adjusted by the National Geodetic Survey in June 1991..
 CT0794
 CT0794.The geoid height was determined by GEOID03.
 CT0794
 CT0794.The dynamic height is computed by dividing the NAVD 88
 CT0794.geopotential number by the normal gravity value computed on the
 CT0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0794.degrees latitude (g = 980.6199 gals.).
 CT0794
 CT0794.The modeled gravity was interpolated from observed gravity values.
 CT0794
 CT0794;                    North         East    Units  Estimated Accuracy
 CT0794;SPC TXNC     - 2,138,150.      482,170.      MT  (+/- 180 meters Scaled)
 CT0794
 CT0794                          SUPERSEDED SURVEY CONTROL
 CT0794
 CT0794  NGVD 29 (??/??/92)  478.19   (m)         1568.9    (f) COMPUTED    2 0
 CT0794
 CT0794.Superseded values are not recommended for survey control.
 CT0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0794.See file dsdata.txt to determine how the superseded data were derived.
 CT0794
 CT0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB289411(NAD 83)
 CT0794_MARKER: DD = SURVEY DISK
 CT0794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0794_SP_SET: PIER
 CT0794_STAMPING: M-41 1923
 CT0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0794
 CT0794  HISTORY     - Date     Condition        Report By
 CT0794  HISTORY     - 1923     MONUMENTED       USGS
 CT0794  HISTORY     - 1933     GOOD             NGS
 CT0794  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0794
 CT0794                          STATION DESCRIPTION
 CT0794
 CT0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0794'3.3 MI E FROM STAMFORD.
 CT0794'3.3 MILES EAST OF, ALONG M.K.T. RAILROAD ALSO ON STAMFORD TO ALBANY
 CT0794'HIGHWAY, 115 FEET WEST OF MILEPOST 223, 52 FEET NORTH OF CENTER OF
 CT0794'RAILROAD TRACK, 3 FEET NORTH OF RIGHT OF WAY FENCE.
 CT0794
 CT0794                          STATION RECOVERY (1965)
 CT0794
 CT0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0230 ***********************************************************************
 BZ0230  DESIGNATION -  M 410 RESET 1958
 BZ0230  PID         -  BZ0230
 BZ0230  STATE/COUNTY-  TX/FREESTONE
 BZ0230  USGS QUAD   -  TURLINGTON (1982)
 BZ0230
 BZ0230                         *CURRENT SURVEY CONTROL
 BZ0230  ___________________________________________________________________
 BZ0230* NAD 83(1986)-  31 41 50.     (N)    096 04 38.     (W)     SCALED    
 BZ0230* NAVD 88     -       137.06   (+/-2cm)     449.7    (feet)  VERTCON   
 BZ0230  ___________________________________________________________________
 BZ0230  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BZ0230
 BZ0230  VERT ORDER  -  THIRD (See Below)
 BZ0230
 BZ0230.The horizontal coordinates were scaled from a topographic map and have
 BZ0230.an estimated accuracy of +/- 6 seconds.
 BZ0230
 BZ0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0230.The vertical order pertains to the NGVD 29 superseded value.
 BZ0230
 BZ0230.The geoid height was determined by GEOID03.
 BZ0230
 BZ0230;                    North         East    Units  Estimated Accuracy
 BZ0230;SPC TX C     - 3,232,820.    1,103,370.      MT  (+/- 180 meters Scaled)
 BZ0230
 BZ0230                          SUPERSEDED SURVEY CONTROL
 BZ0230
 BZ0230  NGVD 29 (??/??/??)  137.05   (m)          449.6    (f) RESET       3  
 BZ0230
 BZ0230.Superseded values are not recommended for survey control.
 BZ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0230.See file dsdata.txt to determine how the superseded data were derived.
 BZ0230
 BZ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA770105(NAD 83)
 BZ0230_MARKER: DB = BENCH MARK DISK
 BZ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0230_STAMPING: M 410 RESET 1958
 BZ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0230+STABILITY: SURFACE MOTION
 BZ0230
 BZ0230  HISTORY     - Date     Condition        Report By
 BZ0230  HISTORY     - 1958     MONUMENTED       CGS
 BZ0230  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0230
 BZ0230                          STATION DESCRIPTION
 BZ0230
 BZ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ0230'5.2 MI SE FROM FAIRFIELD.
 BZ0230'ABOUT 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.84 FROM THE COURT
 BZ0230'HOUSE IN FAIRFIELD, ABOUT 1.0 MILE WEST OF THE STORE AT TURLINGTON, 76
 BZ0230'FEET NORTH OF HIGHWAY SURVEY STA. 1379 + 45, IN THE SOUTHWEST CORNER
 BZ0230'OF AN OLD CHURCH YARD, 16 FEET EAST OF THE WEST YARD FENCE AND 15 FEET
 BZ0230'WEST OF A 30 INCH DIAMETER OAK TREE.  A STANDARD DISK STAMPED M 410
 BZ0230'RESET 1958 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 BZ0230
 BZ0230                          STATION RECOVERY (1965)
 BZ0230
 BZ0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1338 ***********************************************************************
 BL1338  DESIGNATION -  M 412
 BL1338  PID         -  BL1338
 BL1338  STATE/COUNTY-  TX/SAN JACINTO
 BL1338  USGS QUAD   -  BEAR CREEK (1976)
 BL1338
 BL1338                         *CURRENT SURVEY CONTROL
 BL1338  ___________________________________________________________________
 BL1338* NAD 83(1986)-  30 29 47.     (N)    095 12 43.     (W)     SCALED    
 BL1338* NAVD 88     -        83.50   (+/-2cm)     273.9    (feet)  VERTCON   
 BL1338  ___________________________________________________________________
 BL1338  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1338
 BL1338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1338
 BL1338.The horizontal coordinates were scaled from a topographic map and have
 BL1338.an estimated accuracy of +/- 6 seconds.
 BL1338
 BL1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1338.The vertical order pertains to the NGVD 29 superseded value.
 BL1338
 BL1338.The geoid height was determined by GEOID03.
 BL1338
 BL1338;                    North         East    Units  Estimated Accuracy
 BL1338;SPC TX C     - 3,103,290.    1,191,450.      MT  (+/- 180 meters Scaled)
 BL1338
 BL1338                          SUPERSEDED SURVEY CONTROL
 BL1338
 BL1338  NGVD 29 (??/??/92)   83.511  (m)          273.99   (f) ADJ UNCH    2 0
 BL1338
 BL1338.Superseded values are not recommended for survey control.
 BL1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1338.See file dsdata.txt to determine how the superseded data were derived.
 BL1338
 BL1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP877758(NAD 83)
 BL1338_MARKER: DB = BENCH MARK DISK
 BL1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1338_STAMPING: M 412 1947
 BL1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1338+STABILITY: SURFACE MOTION
 BL1338
 BL1338  HISTORY     - Date     Condition        Report By
 BL1338  HISTORY     - 1947     MONUMENTED       CGS
 BL1338
 BL1338                          STATION DESCRIPTION
 BL1338
 BL1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1338'4.9 MI S FROM EVERGREEN.
 BL1338'4.9 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1338'POST OFFICE AT EVERGREEN, 147.3 FEET SOUTH OF THE SOUTH END OF THE
 BL1338'WEST HEADWALL OF A CULVERT, 98.4 FEET WEST OF A 12 INCH CEDAR TREE,
 BL1338'39.0 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY,
 BL1338'2.0 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1338'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1836 ***********************************************************************
 BY1836  DESIGNATION -  M 415
 BY1836  PID         -  BY1836
 BY1836  STATE/COUNTY-  TX/LEON
 BY1836  USGS QUAD   -  HALLS BLUFF (1972)
 BY1836
 BY1836                         *CURRENT SURVEY CONTROL
 BY1836  ___________________________________________________________________
 BY1836* NAD 83(1986)-  31 20 01.     (N)    095 44 20.     (W)     SCALED    
 BY1836* NAVD 88     -        72.63   (+/-2cm)     238.3    (feet)  VERTCON   
 BY1836  ___________________________________________________________________
 BY1836  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY1836
 BY1836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1836
 BY1836.The horizontal coordinates were scaled from a topographic map and have
 BY1836.an estimated accuracy of +/- 6 seconds.
 BY1836
 BY1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1836.The vertical order pertains to the NGVD 29 superseded value.
 BY1836
 BY1836.The geoid height was determined by GEOID03.
 BY1836
 BY1836;                    North         East    Units  Estimated Accuracy
 BY1836;SPC TX C     - 3,193,820.    1,137,090.      MT  (+/- 180 meters Scaled)
 BY1836
 BY1836                          SUPERSEDED SURVEY CONTROL
 BY1836
 BY1836  NGVD 29 (??/??/92)   72.624  (m)          238.27   (f) ADJ UNCH    2 0
 BY1836
 BY1836.Superseded values are not recommended for survey control.
 BY1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1836.See file dsdata.txt to determine how the superseded data were derived.
 BY1836
 BY1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ393698(NAD 83)
 BY1836_MARKER: DB = BENCH MARK DISK
 BY1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1836_STAMPING: M 415 1947
 BY1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1836+STABILITY: SURFACE MOTION
 BY1836
 BY1836  HISTORY     - Date     Condition        Report By
 BY1836  HISTORY     - 1947     MONUMENTED       CGS
 BY1836  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1836
 BY1836                          STATION DESCRIPTION
 BY1836
 BY1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1836'15.9 MI E FROM CENTERVILLE.
 BY1836'ABOUT 15.9 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1836'CENTERVILLE, ABOUT 95 YARDS SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A
 BY1836'FARMHOUSE, 59.0 FEET EAST OF THE EXTENDED CENTER LINE OF A FARM DRIVE,
 BY1836'51.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY1836'HIGHWAY, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN.
 BY1836'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1836'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1836
 BY1836                          STATION RECOVERY (1964)
 BY1836
 BY1836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0456 ***********************************************************************
 BZ0456  DESIGNATION -  M 416
 BZ0456  PID         -  BZ0456
 BZ0456  STATE/COUNTY-  TX/LEON
 BZ0456  USGS QUAD   -  ROBBINS (1982)
 BZ0456
 BZ0456                         *CURRENT SURVEY CONTROL
 BZ0456  ___________________________________________________________________
 BZ0456* NAD 83(1986)-  31 21 41.     (N)    096 00 01.     (W)     SCALED    
 BZ0456* NAVD 88     -       114.86   (+/-2cm)     376.8    (feet)  VERTCON   
 BZ0456  ___________________________________________________________________
 BZ0456  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BZ0456
 BZ0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0456
 BZ0456.The horizontal coordinates were scaled from a topographic map and have
 BZ0456.an estimated accuracy of +/- 6 seconds.
 BZ0456
 BZ0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0456.The vertical order pertains to the NGVD 29 superseded value.
 BZ0456
 BZ0456.The geoid height was determined by GEOID03.
 BZ0456
 BZ0456;                    North         East    Units  Estimated Accuracy
 BZ0456;SPC TX C     - 3,195,900.    1,112,110.      MT  (+/- 180 meters Scaled)
 BZ0456
 BZ0456                          SUPERSEDED SURVEY CONTROL
 BZ0456
 BZ0456  NGVD 29 (??/??/92)  114.832  (m)          376.74   (f) ADJ UNCH    2 0
 BZ0456
 BZ0456.Superseded values are not recommended for survey control.
 BZ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0456.See file dsdata.txt to determine how the superseded data were derived.
 BZ0456
 BZ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV853735(NAD 83)
 BZ0456_MARKER: DB = BENCH MARK DISK
 BZ0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0456_STAMPING: M 416 1947
 BZ0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0456+STABILITY: SURFACE MOTION
 BZ0456
 BZ0456  HISTORY     - Date     Condition        Report By
 BZ0456  HISTORY     - 1947     MONUMENTED       CGS
 BZ0456
 BZ0456                          STATION DESCRIPTION
 BZ0456
 BZ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0456'7.7 MI N FROM CENTERVILLE.
 BZ0456'ABOUT 7.7 MILES NORTH ALONG U.S.HIGHWAY NO.75 FROM THE COURT HOUSE AT
 BZ0456'CENTERVILLE, ABOUT 9.1 MILES SOUTHEAST OF BUFFALO, 154.5 FEET NORTH OF
 BZ0456'THE CENTER LINE OF AN EAST-WEST DIRT ROAD, 96.4 FEET WEST OF AND ABOUT
 BZ0456'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 49.0 FEET NORTH OF A
 BZ0456'FIFTEEN INCH SWEET GUM TREE, 2.0 FEET EAST OF A FENCE AND 1.5 FEET
 BZ0456'SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BZ0456'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1741 ***********************************************************************
 BY1741  DESIGNATION -  M 417
 BY1741  PID         -  BY1741
 BY1741  STATE/COUNTY-  TX/LEON
 BY1741  USGS QUAD   -  CENTERVILLE (1964)
 BY1741
 BY1741                         *CURRENT SURVEY CONTROL
 BY1741  ___________________________________________________________________
 BY1741* NAD 83(1986)-  31 18 58.     (N)    095 53 08.     (W)     SCALED    
 BY1741* NAVD 88     -       156.53   (+/-2cm)     513.5    (feet)  VERTCON   
 BY1741  ___________________________________________________________________
 BY1741  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY1741
 BY1741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1741
 BY1741.The horizontal coordinates were scaled from a topographic map and have
 BY1741.an estimated accuracy of +/- 6 seconds.
 BY1741
 BY1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1741.The vertical order pertains to the NGVD 29 superseded value.
 BY1741
 BY1741.The geoid height was determined by GEOID03.
 BY1741
 BY1741;                    North         East    Units  Estimated Accuracy
 BY1741;SPC TX C     - 3,191,310.    1,123,220.      MT  (+/- 180 meters Scaled)
 BY1741
 BY1741                          SUPERSEDED SURVEY CONTROL
 BY1741
 BY1741  NGVD 29 (??/??/92)  156.502  (m)          513.46   (f) ADJ UNCH    2 0
 BY1741
 BY1741.Superseded values are not recommended for survey control.
 BY1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1741.See file dsdata.txt to determine how the superseded data were derived.
 BY1741
 BY1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ253682(NAD 83)
 BY1741_MARKER: DB = BENCH MARK DISK
 BY1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1741_STAMPING: M 417 1947
 BY1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1741+STABILITY: SURFACE MOTION
 BY1741
 BY1741  HISTORY     - Date     Condition        Report By
 BY1741  HISTORY     - 1947     MONUMENTED       CGS
 BY1741
 BY1741                          STATION DESCRIPTION
 BY1741
 BY1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1741'6.8 MI SW FROM RUSSELL.
 BY1741'TO REACH FROM THE POST OFFICE AT RUSSELL GO SOUTHWEST 6.3 MILES ALONG
 BY1741'A DIRT ROAD, THENCE WESTERLY 0.5 MILE ALONG A DIRT ROAD TO SITE OF
 BY1741'MARK, BENCH MARK IS AT THE NORTH CORNER OF A CULTIVATED FIELD, 49.0
 BY1741'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY1741'27.0 FEET SOUTHWEST OF A FENCE CORNER, 9.6 FEET SOUTHWEST OF THE
 BY1741'SOUTHWEST END OF A BOARD GATE, 1.0 FOOT NORTHWEST OF A FENCE AND 1.0
 BY1741'FOOT NORTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BY1741'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BY1741'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0379 ***********************************************************************
 BZ0379  DESIGNATION -  M 418
 BZ0379  PID         -  BZ0379
 BZ0379  STATE/COUNTY-  TX/LEON
 BZ0379  USGS QUAD   -  BUFFALO (1982)
 BZ0379
 BZ0379                         *CURRENT SURVEY CONTROL
 BZ0379  ___________________________________________________________________
 BZ0379* NAD 83(1986)-  31 24 21.     (N)    096 06 39.     (W)     SCALED    
 BZ0379* NAVD 88     -       123.829  (meters)     406.26   (feet)  ADJUSTED  
 BZ0379  ___________________________________________________________________
 BZ0379  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0379  DYNAMIC HT  -         123.676 (meters)     405.76  (feet)  COMP
 BZ0379  MODELED GRAV-     979,402.7   (mgal)                       NAVD 88
 BZ0379
 BZ0379  VERT ORDER  -  SECOND    CLASS 0
 BZ0379
 BZ0379.The horizontal coordinates were scaled from a topographic map and have
 BZ0379.an estimated accuracy of +/- 6 seconds.
 BZ0379
 BZ0379.The orthometric height was determined by differential leveling
 BZ0379.and adjusted by the National Geodetic Survey in June 1991..
 BZ0379
 BZ0379.The geoid height was determined by GEOID03.
 BZ0379
 BZ0379.The dynamic height is computed by dividing the NAVD 88
 BZ0379.geopotential number by the normal gravity value computed on the
 BZ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0379.degrees latitude (g = 980.6199 gals.).
 BZ0379
 BZ0379.The modeled gravity was interpolated from observed gravity values.
 BZ0379
 BZ0379;                    North         East    Units  Estimated Accuracy
 BZ0379;SPC TX C     - 3,200,420.    1,101,420.      MT  (+/- 180 meters Scaled)
 BZ0379
 BZ0379                          SUPERSEDED SURVEY CONTROL
 BZ0379
 BZ0379  NGVD 29 (??/??/92)  123.806  (m)          406.19   (f) ADJ UNCH    2 0
 BZ0379
 BZ0379.Superseded values are not recommended for survey control.
 BZ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0379.See file dsdata.txt to determine how the superseded data were derived.
 BZ0379
 BZ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV746781(NAD 83)
 BZ0379_MARKER: DB = BENCH MARK DISK
 BZ0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0379_SP_SET: CULVERT
 BZ0379_STAMPING: M 418 1947
 BZ0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0379
 BZ0379  HISTORY     - Date     Condition        Report By
 BZ0379  HISTORY     - 1947     MONUMENTED       CGS
 BZ0379  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0379
 BZ0379                          STATION DESCRIPTION
 BZ0379
 BZ0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0379'3.8 MI NE FROM JEWETT.
 BZ0379'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 3.8 MILES
 BZ0379'ALONG U.S. HIGHWAY NO.79 TO SITE OF MARK, BENCH MARK IS 24.0 FEET
 BZ0379'SOUTHEAST OF AND ABOUT 6.0 FEET LOWER THAN THE CENTER LINE OF THE
 BZ0379'HIGHWAY, ON TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 3
 BZ0379'X 6 FT. CONCRETE CULVERT.  A BRONZE BENCH MARK DISK SET IN A DRILL
 BZ0379'HOLE IN CONCRETE.
 BZ0379
 BZ0379                          STATION RECOVERY (1980)
 BZ0379
 BZ0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1891 ***********************************************************************
 BY1891  DESIGNATION -  M 419
 BY1891  PID         -  BY1891
 BY1891  STATE/COUNTY-  TX/LEON
 BY1891  USGS QUAD   -  LEONA (1964)
 BY1891
 BY1891                         *CURRENT SURVEY CONTROL
 BY1891  ___________________________________________________________________
 BY1891* NAD 83(1986)-  31 09 03.     (N)    095 58 49.     (W)     SCALED    
 BY1891* NAVD 88     -       104.47   (+/-2cm)     342.7    (feet)  VERTCON   
 BY1891  ___________________________________________________________________
 BY1891  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY1891
 BY1891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1891
 BY1891.The horizontal coordinates were scaled from a topographic map and have
 BY1891.an estimated accuracy of +/- 6 seconds.
 BY1891
 BY1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1891.The vertical order pertains to the NGVD 29 superseded value.
 BY1891
 BY1891.The geoid height was determined by GEOID03.
 BY1891
 BY1891;                    North         East    Units  Estimated Accuracy
 BY1891;SPC TX C     - 3,172,650.    1,114,930.      MT  (+/- 180 meters Scaled)
 BY1891
 BY1891                          SUPERSEDED SURVEY CONTROL
 BY1891
 BY1891  NGVD 29 (??/??/92)  104.45   (m)          342.7    (f) COMPUTED    2 0
 BY1891
 BY1891.Superseded values are not recommended for survey control.
 BY1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1891.See file dsdata.txt to determine how the superseded data were derived.
 BY1891
 BY1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ158501(NAD 83)
 BY1891_MARKER: DB = BENCH MARK DISK
 BY1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1891_STAMPING: M 419 1947
 BY1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1891+STABILITY: SURFACE MOTION
 BY1891
 BY1891  HISTORY     - Date     Condition        Report By
 BY1891  HISTORY     - 1947     MONUMENTED       CGS
 BY1891
 BY1891                          STATION DESCRIPTION
 BY1891
 BY1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1891'0.8 MI W FROM LEONA.
 BY1891'TO REACH FROM THE POST OFFICE AT LEONA GO WEST 0.8 MILE ALONG A GRADED
 BY1891'DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A T INTERSECTION, 122.0
 BY1891'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL CONCRETE BRIDGE,
 BY1891'34.0 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY1891'NORTHEAST-SOUTHWEST ROAD, 23.0 FEET SOUTHWEST OF THE CENTER LINE OF
 BY1891'THE ROAD LEADING NORTHWEST, 6.5 FEET NORTHEAST OF A TELEPHONE POLE,
 BY1891'3.0 FEET WEST OF A FENCE CORNER AND 1.0 FOOT NORTHEAST OF A 4 X 4 IN.
 BY1891'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1891'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1892 ***********************************************************************
 BY1892  DESIGNATION -  M 419 RESET
 BY1892  PID         -  BY1892
 BY1892  STATE/COUNTY-  TX/LEON
 BY1892  USGS QUAD   -  LEONA (1964)
 BY1892
 BY1892                         *CURRENT SURVEY CONTROL
 BY1892  ___________________________________________________________________
 BY1892* NAD 83(1986)-  31 09 03.     (N)    095 58 43.     (W)     SCALED    
 BY1892* NAVD 88     -       104.56   (+/-2cm)     343.0    (feet)  VERTCON   
 BY1892  ___________________________________________________________________
 BY1892  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY1892
 BY1892  VERT ORDER  -  THIRD (See Below)
 BY1892
 BY1892.The horizontal coordinates were scaled from a topographic map and have
 BY1892.an estimated accuracy of +/- 6 seconds.
 BY1892
 BY1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1892.The vertical order pertains to the NGVD 29 superseded value.
 BY1892
 BY1892.The geoid height was determined by GEOID03.
 BY1892
 BY1892;                    North         East    Units  Estimated Accuracy
 BY1892;SPC TX C     - 3,172,650.    1,115,090.      MT  (+/- 180 meters Scaled)
 BY1892
 BY1892                          SUPERSEDED SURVEY CONTROL
 BY1892
 BY1892  NGVD 29 (??/??/??)  104.55   (m)          343.0    (f) RESET       3  
 BY1892
 BY1892.Superseded values are not recommended for survey control.
 BY1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1892.See file dsdata.txt to determine how the superseded data were derived.
 BY1892
 BY1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ160501(NAD 83)
 BY1892_MARKER: DB = BENCH MARK DISK
 BY1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1892_SP_SET: CONCRETE POST
 BY1892_STAMPING: M 419 RESET 1963
 BY1892_MARK LOGO: CGS   
 BY1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1892+STABILITY: SURFACE MOTION
 BY1892
 BY1892  HISTORY     - Date     Condition        Report By
 BY1892  HISTORY     - 1963     MONUMENTED       CGS
 BY1892  HISTORY     - 1967     GOOD             NGS
 BY1892  HISTORY     - 19780914 GOOD             NGS
 BY1892
 BY1892                          STATION DESCRIPTION
 BY1892
 BY1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BY1892'0.75 MI W FROM LEONA.
 BY1892'ABOUT 0.75 MILE WESTERLY ALONG FARM ROAD 977 FROM THE JUNCTION OF FARM
 BY1892'ROAD 977 AND U.S. HIGHWAY 75 IN LEONA TO SITE OF BENCH MARK, 37 FEET
 BY1892'SOUTHEAST OF THE CENTER LINE OF ARM ROAD 977, 48 FEET NORTH-EAST OF
 BY1892'THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 45, 30 FEET EAST OF THE
 BY1892'EXTENDED CENTER LINE OF A SIDE ROAD WHICH LEADS NORTHWEST, 190 FEET
 BY1892'EAST OF A CULVERT UNDER FARM ROAD 977, AN 1 FOOT NORTHEAST OF A METAL
 BY1892'WITNESS POST.  A C AND GS BENCH MARK DISK STAMPED M 419 RESET 1963 SET
 BY1892'IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 BY1892'SURFACE OF GROUND.  NOTE-- THIS BENCH MARK MAY BE DESTROYED IF A GAS
 BY1892'STATION IS BUILT AT THE SITE OF MARK.  A NEW BENCH MARK WAS SET IN THE
 BY1892'NEAR VICINITY AND ITS ELEVATION DETERMINED FROM THE OLD MARK.
 BY1892
 BY1892                          STATION RECOVERY (1978)
 BY1892
 BY1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BY1892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0887 ***********************************************************************
 AB0887  DESIGNATION -  M 42
 AB0887  PID         -  AB0887
 AB0887  STATE/COUNTY-  TX/CAMERON
 AB0887  USGS QUAD   -  LA PALOMA (1970)
 AB0887
 AB0887                         *CURRENT SURVEY CONTROL
 AB0887  ___________________________________________________________________
 AB0887* NAD 83(1986)-  26 02 43.     (N)    097 42 34.     (W)     SCALED    
 AB0887* NAVD 88     -        16.891  (meters)      55.42   (feet)  ADJUSTED  
 AB0887  ___________________________________________________________________
 AB0887  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AB0887  DYNAMIC HT  -          16.864 (meters)      55.33  (feet)  COMP
 AB0887  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 AB0887
 AB0887  VERT ORDER  -  SECOND    CLASS 0
 AB0887
 AB0887.The horizontal coordinates were scaled from a topographic map and have
 AB0887.an estimated accuracy of +/- 6 seconds.
 AB0887
 AB0887.The orthometric height was determined by differential leveling
 AB0887.and adjusted by the National Geodetic Survey in June 1991..
 AB0887
 AB0887.The geoid height was determined by GEOID03.
 AB0887
 AB0887.The dynamic height is computed by dividing the NAVD 88
 AB0887.geopotential number by the normal gravity value computed on the
 AB0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0887.degrees latitude (g = 980.6199 gals.).
 AB0887
 AB0887.The modeled gravity was interpolated from observed gravity values.
 AB0887
 AB0887;                    North         East    Units  Estimated Accuracy
 AB0887;SPC TX S     - 5,042,200.      379,120.      MT  (+/- 180 meters Scaled)
 AB0887
 AB0887                          SUPERSEDED SURVEY CONTROL
 AB0887
 AB0887  NGVD 29 (??/??/92)   16.994  (m)           55.75   (f) ADJ UNCH    2 0
 AB0887
 AB0887.Superseded values are not recommended for survey control.
 AB0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0887.See file dsdata.txt to determine how the superseded data were derived.
 AB0887
 AB0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP291813(NAD 83)
 AB0887_MARKER: DD = SURVEY DISK
 AB0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0887_SP_SET: CULVERT
 AB0887_STAMPING: M 42 55.37
 AB0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0887
 AB0887  HISTORY     - Date     Condition        Report By
 AB0887  HISTORY     - UNK      MONUMENTED
 AB0887  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0887
 AB0887                          STATION DESCRIPTION
 AB0887
 AB0887'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0887'0.9 MI W FROM LANDRUM.
 AB0887'0.9 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0887'LANDRUM, CAMERON COUNTY, NEAR TWO IRRIGATION DITCHES, 50.5 FEET
 AB0887'SOUTHEAST OF REA CO-OP POLE NO. 15V78, AT A CONCRETE CULVERT UNDER THE
 AB0887'HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL, 37.5 FEET
 AB0887'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1-1/2 FEET
 AB0887'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1883 ***********************************************************************
 BY1883  DESIGNATION -  M 420 RESET 1964
 BY1883  PID         -  BY1883
 BY1883  STATE/COUNTY-  TX/LEON
 BY1883  USGS QUAD   -  MIDDLETON (1972)
 BY1883
 BY1883                         *CURRENT SURVEY CONTROL
 BY1883  ___________________________________________________________________
 BY1883* NAD 83(1986)-  31 09 39.     (N)    095 52 25.     (W)     SCALED    
 BY1883* NAVD 88     -        62.43   (+/-2cm)     204.8    (feet)  VERTCON   
 BY1883  ___________________________________________________________________
 BY1883  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY1883
 BY1883  VERT ORDER  -  THIRD (See Below)
 BY1883
 BY1883.The horizontal coordinates were scaled from a topographic map and have
 BY1883.an estimated accuracy of +/- 6 seconds.
 BY1883
 BY1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1883.The vertical order pertains to the NGVD 29 superseded value.
 BY1883
 BY1883.The geoid height was determined by GEOID03.
 BY1883
 BY1883;                    North         East    Units  Estimated Accuracy
 BY1883;SPC TX C     - 3,174,160.    1,125,040.      MT  (+/- 180 meters Scaled)
 BY1883
 BY1883                          SUPERSEDED SURVEY CONTROL
 BY1883
 BY1883  NGVD 29 (??/??/??)   62.42   (m)          204.8    (f) RESET       3  
 BY1883
 BY1883.Superseded values are not recommended for survey control.
 BY1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1883.See file dsdata.txt to determine how the superseded data were derived.
 BY1883
 BY1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ260509(NAD 83)
 BY1883_MARKER: DB = BENCH MARK DISK
 BY1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1883_STAMPING: M 420 RESET 1964
 BY1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1883+STABILITY: SURFACE MOTION
 BY1883
 BY1883  HISTORY     - Date     Condition        Report By
 BY1883  HISTORY     - 1964     MONUMENTED       CGS
 BY1883
 BY1883                          STATION DESCRIPTION
 BY1883
 BY1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BY1883'1.2 MI S FROM MIDDLETON.
 BY1883'ABOUT 1.2 MILES SOUTH ALONG FM 1119 HIGHWAY FROM THE OLD STORE AND
 BY1883'POST OFFICE IN MIDDLETON TO BENCH MARK ON THE RIGHT.  98 FEET WEST OF
 BY1883'THE CENTER LINE OF FM 1119, 26 FEET NORTH OF THE CENTER LINE OF THE
 BY1883'ROAD LEADING WEST, 2 FEET NORTH OF THE FENCE LINE, 16 FEET WEST OF A
 BY1883'GROUP OF SMALL HICKORY TREES, AND 2 FEET NORTHEAST OF A METAL WITNESS
 BY1883'POST.  A STANDARD DISK STAMPED M 420 RESET 1964, IS SET IN A 12 X 12
 BY1883'IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0306 ***********************************************************************
 BZ0306  DESIGNATION -  M 421
 BZ0306  PID         -  BZ0306
 BZ0306  STATE/COUNTY-  TX/FREESTONE
 BZ0306  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0306
 BZ0306                         *CURRENT SURVEY CONTROL
 BZ0306  ___________________________________________________________________
 BZ0306* NAD 83(1986)-  31 53 21.     (N)    096 04 01.     (W)     SCALED    
 BZ0306* NAVD 88     -        77.564  (meters)     254.47   (feet)  ADJUSTED  
 BZ0306  ___________________________________________________________________
 BZ0306  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BZ0306  DYNAMIC HT  -          77.473 (meters)     254.18  (feet)  COMP
 BZ0306  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 BZ0306
 BZ0306  VERT ORDER  -  SECOND    CLASS 0
 BZ0306
 BZ0306.The horizontal coordinates were scaled from a topographic map and have
 BZ0306.an estimated accuracy of +/- 6 seconds.
 BZ0306
 BZ0306.The orthometric height was determined by differential leveling
 BZ0306.and adjusted by the National Geodetic Survey in June 1991..
 BZ0306
 BZ0306.The geoid height was determined by GEOID03.
 BZ0306
 BZ0306.The dynamic height is computed by dividing the NAVD 88
 BZ0306.geopotential number by the normal gravity value computed on the
 BZ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0306.degrees latitude (g = 980.6199 gals.).
 BZ0306
 BZ0306.The modeled gravity was interpolated from observed gravity values.
 BZ0306
 BZ0306;                    North         East    Units  Estimated Accuracy
 BZ0306;SPC TX C     - 3,254,130.    1,103,530.      MT  (+/- 180 meters Scaled)
 BZ0306
 BZ0306                          SUPERSEDED SURVEY CONTROL
 BZ0306
 BZ0306  NGVD 29 (??/??/92)   77.560  (m)          254.46   (f) ADJ UNCH    2 0
 BZ0306
 BZ0306.Superseded values are not recommended for survey control.
 BZ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0306.See file dsdata.txt to determine how the superseded data were derived.
 BZ0306
 BZ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA774319(NAD 83)
 BZ0306_MARKER: DB = BENCH MARK DISK
 BZ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0306_STAMPING: M 421 1947
 BZ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0306+STABILITY: SURFACE MOTION
 BZ0306
 BZ0306  HISTORY     - Date     Condition        Report By
 BZ0306  HISTORY     - 1947     MONUMENTED       CGS
 BZ0306
 BZ0306                          STATION DESCRIPTION
 BZ0306
 BZ0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0306'3.6 MI N FROM YOUNG.
 BZ0306'3.6 MILES NORTH ALONG A DIRT ROAD FROM THE GENERAL STORE AT YOUNG, 0.2
 BZ0306'MILE NORTHEAST OF THE AMERADA OIL COMPANY HEADQUARTERS, 122.0 FEET
 BZ0306'SOUTHWEST OF THE CENTER OF A STEEL CATTLE GUARD ACROSS THE ROAD, 37.0
 BZ0306'FEET NORTHWEST OF THE CENTER OF THE MAIN ROAD, 16.0 FEET EAST OF THE
 BZ0306'CENTER OF A PRIVATE ROAD WHICH LEADS NORTH TO A GROUP OF CORRALS, 1.8
 BZ0306'FOOT NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 BZ0306'FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0699 ***********************************************************************
 CS0699  DESIGNATION -  M 422
 CS0699  PID         -  CS0699
 CS0699  STATE/COUNTY-  TX/NAVARRO
 CS0699  USGS QUAD   -  GOODLOW PARK (1978)
 CS0699
 CS0699                         *CURRENT SURVEY CONTROL
 CS0699  ___________________________________________________________________
 CS0699* NAD 83(1986)-  32 03 11.     (N)    096 07 41.     (W)     SCALED    
 CS0699* NAVD 88     -       104.790  (meters)     343.80   (feet)  ADJUSTED  
 CS0699  ___________________________________________________________________
 CS0699  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0699  DYNAMIC HT  -         104.668 (meters)     343.40  (feet)  COMP
 CS0699  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 CS0699
 CS0699  VERT ORDER  -  SECOND    CLASS 0
 CS0699
 CS0699.The horizontal coordinates were scaled from a topographic map and have
 CS0699.an estimated accuracy of +/- 6 seconds.
 CS0699
 CS0699.The orthometric height was determined by differential leveling
 CS0699.and adjusted by the National Geodetic Survey in June 1991..
 CS0699
 CS0699.The geoid height was determined by GEOID03.
 CS0699
 CS0699.The dynamic height is computed by dividing the NAVD 88
 CS0699.geopotential number by the normal gravity value computed on the
 CS0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0699.degrees latitude (g = 980.6199 gals.).
 CS0699
 CS0699.The modeled gravity was interpolated from observed gravity values.
 CS0699
 CS0699;                    North         East    Units  Estimated Accuracy
 CS0699;SPC TXNC     - 2,045,380.      823,990.      MT  (+/- 180 meters Scaled)
 CS0699
 CS0699                          SUPERSEDED SURVEY CONTROL
 CS0699
 CS0699  NGVD 29 (??/??/92)  104.791  (m)          343.80   (f) ADJ UNCH    2 0
 CS0699
 CS0699.Superseded values are not recommended for survey control.
 CS0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0699.See file dsdata.txt to determine how the superseded data were derived.
 CS0699
 CS0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA711499(NAD 83)
 CS0699_MARKER: DB = BENCH MARK DISK
 CS0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0699_STAMPING: M 422 1947
 CS0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0699+STABILITY: SURFACE MOTION
 CS0699
 CS0699  HISTORY     - Date     Condition        Report By
 CS0699  HISTORY     - 1947     MONUMENTED       CGS
 CS0699  HISTORY     - 1958     GOOD             USGS
 CS0699
 CS0699                          STATION DESCRIPTION
 CS0699
 CS0699'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0699'0.6 MI NE FROM RURAL SHADE.
 CS0699'0.6 OF A MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE RURAL SHADE
 CS0699'SCHOOL TO THE SITE OF THE BENCH MARK.  THE MARK IS 490 FEET NE OF A
 CS0699'Y-JCT WITH A ROAD LEADING SE.  IT IS 40 FEET SE OF THE ROAD CENTERLINE
 CS0699'AND IS ALONG THE EAST SIDE OF AN OLD ROAD GRADE THAT IS PARTIALLY
 CS0699'GROWN OVER WITH GRASS.  THE MARK IS 6 FEET SOUTH OF A POWER POLE, 2
 CS0699'FEET SW OF THE N/W FENCE AND IS SET IN THE TOP OF A CONCRETE POST
 CS0699'PROJECTING 2 INCHES ABOVE THE GROUND.  A STD. DISK STAMPED M 422 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0808 ***********************************************************************
 GL0808  DESIGNATION -  M 423
 GL0808  PID         -  GL0808
 GL0808  STATE/COUNTY-  TX/DALLAM
 GL0808  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0808
 GL0808                         *CURRENT SURVEY CONTROL
 GL0808  ___________________________________________________________________
 GL0808* NAD 83(1986)-  36 15 07.     (N)    103 02 29.     (W)     SCALED    
 GL0808* NAVD 88     -      1397.870  (meters)    4586.18   (feet)  ADJUSTED  
 GL0808  ___________________________________________________________________
 GL0808  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 GL0808  DYNAMIC HT  -        1396.219 (meters)    4580.76  (feet)  COMP
 GL0808  MODELED GRAV-     979,402.3   (mgal)                       NAVD 88
 GL0808
 GL0808  VERT ORDER  -  SECOND    CLASS 0
 GL0808
 GL0808.The horizontal coordinates were scaled from a topographic map and have
 GL0808.an estimated accuracy of +/- 6 seconds.
 GL0808
 GL0808.The orthometric height was determined by differential leveling
 GL0808.and adjusted by the National Geodetic Survey in June 1991..
 GL0808
 GL0808.The geoid height was determined by GEOID03.
 GL0808
 GL0808.The dynamic height is computed by dividing the NAVD 88
 GL0808.geopotential number by the normal gravity value computed on the
 GL0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0808.degrees latitude (g = 980.6199 gals.).
 GL0808
 GL0808.The modeled gravity was interpolated from observed gravity values.
 GL0808
 GL0808;                    North         East    Units  Estimated Accuracy
 GL0808;SPC TX N     - 1,250,910.       61,470.      MT  (+/- 180 meters Scaled)
 GL0808
 GL0808                          SUPERSEDED SURVEY CONTROL
 GL0808
 GL0808  NGVD 29 (??/??/92) 1397.194  (m)         4583.96   (f) ADJ UNCH    2 0
 GL0808
 GL0808.Superseded values are not recommended for survey control.
 GL0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0808.See file dsdata.txt to determine how the superseded data were derived.
 GL0808
 GL0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA759136(NAD 83)
 GL0808_MARKER: DB = BENCH MARK DISK
 GL0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0808_SP_SET: CULVERT
 GL0808_STAMPING: M 423 1955
 GL0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0808+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0808
 GL0808  HISTORY     - Date     Condition        Report By
 GL0808  HISTORY     - 1955     MONUMENTED       CGS
 GL0808  HISTORY     - 20050806 GOOD             USPSQD
 GL0808
 GL0808                          STATION DESCRIPTION
 GL0808
 GL0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0808'9.2 MI S FROM TEXLINE.
 GL0808'9.2 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0808'CITY RAILROAD STATION AT TEXLINE, 18 FEET WEST OF THE CENTER LINE OF
 GL0808'THE FARM ROAD, SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF
 GL0808'A PIPE CULVERT.
 GL0808
 GL0808                          STATION RECOVERY (2005)
 GL0808
 GL0808'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0808'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0202 ***********************************************************************
 FL0202  DESIGNATION -  M 426
 FL0202  PID         -  FL0202
 FL0202  STATE/COUNTY-  TX/COLLINGSWORTH
 FL0202  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0202
 FL0202                         *CURRENT SURVEY CONTROL
 FL0202  ___________________________________________________________________
 FL0202* NAD 83(1986)-  35 10 58.     (N)    100 15 07.     (W)     SCALED    
 FL0202* NAVD 88     -       685.248  (meters)    2248.18   (feet)  ADJUSTED  
 FL0202  ___________________________________________________________________
 FL0202  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL0202  DYNAMIC HT  -         684.534 (meters)    2245.84  (feet)  COMP
 FL0202  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 FL0202
 FL0202  VERT ORDER  -  FIRST     CLASS II
 FL0202
 FL0202.The horizontal coordinates were scaled from a topographic map and have
 FL0202.an estimated accuracy of +/- 6 seconds.
 FL0202
 FL0202.The orthometric height was determined by differential leveling
 FL0202.and adjusted by the National Geodetic Survey in June 1991..
 FL0202.WARNING-Repeat measurements at this control monument indicate possible
 FL0202.vertical movement.
 FL0202
 FL0202.The geoid height was determined by GEOID03.
 FL0202
 FL0202.The dynamic height is computed by dividing the NAVD 88
 FL0202.geopotential number by the normal gravity value computed on the
 FL0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0202.degrees latitude (g = 980.6199 gals.).
 FL0202
 FL0202.The modeled gravity was interpolated from observed gravity values.
 FL0202
 FL0202;                    North         East    Units  Estimated Accuracy
 FL0202;SPC TX N     - 1,131,930.      313,670.      MT  (+/- 180 meters Scaled)
 FL0202
 FL0202                          SUPERSEDED SURVEY CONTROL
 FL0202
 FL0202  NGVD 29 (??/??/92)  684.946  (m)         2247.19   (f) ADJ UNCH    1 2
 FL0202
 FL0202.Superseded values are not recommended for survey control.
 FL0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0202.See file dsdata.txt to determine how the superseded data were derived.
 FL0202
 FL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD860940(NAD 83)
 FL0202_MARKER: DB = BENCH MARK DISK
 FL0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0202_SP_SET: CONCRETE POST
 FL0202_STAMPING: M 426 1934
 FL0202_MARK LOGO: CGS   
 FL0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0202+STABILITY: SURFACE MOTION
 FL0202
 FL0202  HISTORY     - Date     Condition        Report By
 FL0202  HISTORY     - 1934     MONUMENTED       CGS
 FL0202  HISTORY     - 1953     GOOD             NGS
 FL0202  HISTORY     - 19840330 GOOD             NGS
 FL0202
 FL0202                          STATION DESCRIPTION
 FL0202
 FL0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0202'2.45 MI S FROM SHAMROCK.
 FL0202'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0202'FROM THE STATION AT SHAMROCK, THENCE 2.3 MILES SOUTH ALONG U.S.
 FL0202'HIGHWAY 83, 55 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 FL0202'WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FL0202'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FL0202
 FL0202                          STATION RECOVERY (1984)
 FL0202
 FL0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2091 ***********************************************************************
 FL2091  DESIGNATION -  M 426 RESET
 FL2091  PID         -  FL2091
 FL2091  STATE/COUNTY-  TX/COLLINGSWORTH
 FL2091  USGS QUAD   -  SHAMROCK WEST (1978)
 FL2091
 FL2091                         *CURRENT SURVEY CONTROL
 FL2091  ___________________________________________________________________
 FL2091* NAD 83(1986)-  35 10 58.     (N)    100 15 07.     (W)     SCALED    
 FL2091* NAVD 88     -       684.81   (meters)    2246.7    (feet)  RESET     
 FL2091  ___________________________________________________________________
 FL2091  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL2091
 FL2091  VERT ORDER  -  THIRD
 FL2091
 FL2091.The horizontal coordinates were scaled from a topographic map and have
 FL2091.an estimated accuracy of +/- 6 seconds.
 FL2091
 FL2091.The orthometric height was computed from unverified reset data.
 FL2091
 FL2091.The geoid height was determined by GEOID03.
 FL2091
 FL2091;                    North         East    Units  Estimated Accuracy
 FL2091;SPC TX N     - 1,131,930.      313,670.      MT  (+/- 180 meters Scaled)
 FL2091
 FL2091                          SUPERSEDED SURVEY CONTROL
 FL2091
 FL2091  NGVD 29 (01/29/03)  684.51   (m)         2245.8    (f) RESET       3  
 FL2091
 FL2091.Superseded values are not recommended for survey control.
 FL2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2091.See file dsdata.txt to determine how the superseded data were derived.
 FL2091
 FL2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD860940(NAD 83)
 FL2091_MARKER: DV = VERTICAL CONTROL DISK
 FL2091_SETTING: 0 = UNSPECIFIED SETTING
 FL2091_STAMPING: M 426 RESET 1984
 FL2091_MARK LOGO: NGS   
 FL2091_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL2091
 FL2091  HISTORY     - Date     Condition        Report By
 FL2091  HISTORY     - 1984     MONUMENTED       NGS
 FL2091
 FL2091                          STATION DESCRIPTION
 FL2091
 FL2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL2091'3.36 KM (2.10 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION WITH US
 FL2091'HIGHWAY 66 IN SHAMROCK, AT THE COUNTY LINE, 19.81 M (64.99 FT) EAST
 FL2091'OF THE CENTER OF THE HIGHWAY, 0.9M SOUTH OF A FENCE CORNER AND 0.3 M
 FL2091'(1.0 FT) WEST OF A FENCE. MARK IS AN ALUMINUM PREFAB MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0033 ***********************************************************************
 EN0033  DESIGNATION -  M 427
 EN0033  PID         -  EN0033
 EN0033  STATE/COUNTY-  TX/CHILDRESS
 EN0033  USGS QUAD   -  SMITHDALE (1985)
 EN0033
 EN0033                         *CURRENT SURVEY CONTROL
 EN0033  ___________________________________________________________________
 EN0033* NAD 83(1986)-  34 31 11.     (N)    100 12 21.     (W)     SCALED    
 EN0033* NAVD 88     -       518.733  (meters)    1701.88   (feet)  ADJUSTED  
 EN0033  ___________________________________________________________________
 EN0033  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EN0033  DYNAMIC HT  -         518.143 (meters)    1699.94  (feet)  COMP
 EN0033  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 EN0033
 EN0033  VERT ORDER  -  SECOND    CLASS 0
 EN0033
 EN0033.The horizontal coordinates were scaled from a topographic map and have
 EN0033.an estimated accuracy of +/- 6 seconds.
 EN0033
 EN0033.The orthometric height was determined by differential leveling
 EN0033.and adjusted by the National Geodetic Survey in June 1991..
 EN0033
 EN0033.The geoid height was determined by GEOID03.
 EN0033
 EN0033.The dynamic height is computed by dividing the NAVD 88
 EN0033.geopotential number by the normal gravity value computed on the
 EN0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0033.degrees latitude (g = 980.6199 gals.).
 EN0033
 EN0033.The modeled gravity was interpolated from observed gravity values.
 EN0033
 EN0033;                    North         East    Units  Estimated Accuracy
 EN0033;SPC TX N     - 1,058,440.      318,830.      MT  (+/- 180 meters Scaled)
 EN0033
 EN0033                          SUPERSEDED SURVEY CONTROL
 EN0033
 EN0033  NGVD 29 (??/??/92)  518.449  (m)         1700.94   (f) ADJ UNCH    2 0
 EN0033
 EN0033.Superseded values are not recommended for survey control.
 EN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0033.See file dsdata.txt to determine how the superseded data were derived.
 EN0033
 EN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD893204(NAD 83)
 EN0033_MARKER: DB = BENCH MARK DISK
 EN0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0033_STAMPING: M 427 1934
 EN0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0033+STABILITY: SURFACE MOTION
 EN0033
 EN0033  HISTORY     - Date     Condition        Report By
 EN0033  HISTORY     - 1934     MONUMENTED       CGS
 EN0033  HISTORY     - 1953     GOOD             NGS
 EN0033  HISTORY     - 1958     GOOD             NGS
 EN0033  HISTORY     - 1981     MARK NOT FOUND   USGS
 EN0033
 EN0033                          STATION DESCRIPTION
 EN0033
 EN0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EN0033'5.7 MI N FROM CHILDRESS.
 EN0033'5.7 MILES NORTH ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH U.S.
 EN0033'HIGHWAY 287 AT CHILDRESS, 50 FEET EAST OF THE CENTER LINE OF THE
 EN0033'HIGHWAY, 37 FEET NORTH OF THE CENTER OF A WIRE GATE, 1.5 FEET WEST OF
 EN0033'A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EN0033'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EN0033
 EN0033                          STATION RECOVERY (1958)
 EN0033
 EN0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0033'RECOVERED IN GOOD CONDITION.
 EN0033
 EN0033                          STATION RECOVERY (1981)
 EN0033
 EN0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 EN0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0207 ***********************************************************************
 EN0207  DESIGNATION -  M 428
 EN0207  PID         -  EN0207
 EN0207  STATE/COUNTY-  TX/DONLEY
 EN0207  USGS QUAD   -  CLARENDON (1982)
 EN0207
 EN0207                         *CURRENT SURVEY CONTROL
 EN0207  ___________________________________________________________________
 EN0207* NAD 83(1986)-  34 55 11.     (N)    100 52 57.     (W)     SCALED    
 EN0207* NAVD 88     -       856.258  (meters)    2809.24   (feet)  ADJUSTED  
 EN0207  ___________________________________________________________________
 EN0207  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EN0207  DYNAMIC HT  -         855.263 (meters)    2805.98  (feet)  COMP
 EN0207  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 EN0207
 EN0207  VERT ORDER  -  SECOND    CLASS 0
 EN0207
 EN0207.The horizontal coordinates were scaled from a topographic map and have
 EN0207.an estimated accuracy of +/- 6 seconds.
 EN0207
 EN0207.The orthometric height was determined by differential leveling
 EN0207.and adjusted by the National Geodetic Survey in June 1991..
 EN0207
 EN0207.The geoid height was determined by GEOID03.
 EN0207
 EN0207.The dynamic height is computed by dividing the NAVD 88
 EN0207.geopotential number by the normal gravity value computed on the
 EN0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0207.degrees latitude (g = 980.6199 gals.).
 EN0207
 EN0207.The modeled gravity was interpolated from observed gravity values.
 EN0207
 EN0207;                    North         East    Units  Estimated Accuracy
 EN0207;SPC TX N     - 1,102,210.      256,420.      MT  (+/- 180 meters Scaled)
 EN0207
 EN0207                          SUPERSEDED SURVEY CONTROL
 EN0207
 EN0207  NGVD 29 (??/??/92)  855.839  (m)         2807.87   (f) ADJ UNCH    2 0
 EN0207
 EN0207.Superseded values are not recommended for survey control.
 EN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0207.See file dsdata.txt to determine how the superseded data were derived.
 EN0207
 EN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD280657(NAD 83)
 EN0207_MARKER: DB = BENCH MARK DISK
 EN0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0207_STAMPING: M 428 1934
 EN0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0207+STABILITY: SURFACE MOTION
 EN0207
 EN0207  HISTORY     - Date     Condition        Report By
 EN0207  HISTORY     - 1934     MONUMENTED       CGS
 EN0207  HISTORY     - 1941     GOOD             LOCENG
 EN0207  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0207
 EN0207                          STATION DESCRIPTION
 EN0207
 EN0207'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 EN0207'1.0 MI S FROM CLARENDON.
 EN0207'1.0 MILE SOUTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF U.S.
 EN0207'HIGHWAY 287 AT CLARENDON, DONLEY COUNTY, AT A CEMETERY, 3 FEET SOUTH
 EN0207'OF THE NORTHWEST CORNER, 61.5 FEET EAST OF THE CENTERLINE OF THE
 EN0207'HIGHWAY, AND 49.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST
 EN0207'HEADWALL OF A 36-INCH CONCRETE-PIPE CULVERT.  A STANDARD DISK, STAMPED
 EN0207'M 428 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EN0207
 EN0207                          STATION RECOVERY (1984)
 EN0207
 EN0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0305 ***********************************************************************
 EN0305  DESIGNATION -  M 429
 EN0305  PID         -  EN0305
 EN0305  STATE/COUNTY-  TX/BRISCOE
 EN0305  USGS QUAD   -  QUITAQUE (1967)
 EN0305
 EN0305                         *CURRENT SURVEY CONTROL
 EN0305  ___________________________________________________________________
 EN0305* NAD 83(1986)-  34 22 24.     (N)    101 03 33.     (W)     SCALED    
 EN0305* NAVD 88     -       778.715  (meters)    2554.83   (feet)  ADJUSTED  
 EN0305  ___________________________________________________________________
 EN0305  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EN0305  DYNAMIC HT  -         777.766 (meters)    2551.72  (feet)  COMP
 EN0305  MODELED GRAV-     979,392.2   (mgal)                       NAVD 88
 EN0305
 EN0305  VERT ORDER  -  SECOND    CLASS 0
 EN0305
 EN0305.The horizontal coordinates were scaled from a topographic map and have
 EN0305.an estimated accuracy of +/- 6 seconds.
 EN0305
 EN0305.The orthometric height was determined by differential leveling
 EN0305.and adjusted by the National Geodetic Survey in June 1991..
 EN0305
 EN0305.The geoid height was determined by GEOID03.
 EN0305
 EN0305.The dynamic height is computed by dividing the NAVD 88
 EN0305.geopotential number by the normal gravity value computed on the
 EN0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0305.degrees latitude (g = 980.6199 gals.).
 EN0305
 EN0305.The modeled gravity was interpolated from observed gravity values.
 EN0305
 EN0305;                    North         East    Units  Estimated Accuracy
 EN0305;SPC TX N     - 1,041,510.      240,550.      MT  (+/- 180 meters Scaled)
 EN0305
 EN0305                          SUPERSEDED SURVEY CONTROL
 EN0305
 EN0305  NGVD 29 (??/??/92)  778.381  (m)         2553.74   (f) ADJ UNCH    2 0
 EN0305
 EN0305.Superseded values are not recommended for survey control.
 EN0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0305.See file dsdata.txt to determine how the superseded data were derived.
 EN0305
 EN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD106054(NAD 83)
 EN0305_MARKER: DB = BENCH MARK DISK
 EN0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0305_STAMPING: M 429 1934
 EN0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0305+STABILITY: SURFACE MOTION
 EN0305
 EN0305  HISTORY     - Date     Condition        Report By
 EN0305  HISTORY     - 1934     MONUMENTED       CGS
 EN0305  HISTORY     - 1967     MARK NOT FOUND   USGS
 EN0305
 EN0305                          STATION DESCRIPTION
 EN0305
 EN0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0305'1.1 MI N FROM QUITAQUE.
 EN0305'1.1 MILES NORTH ALONG THE CLARENDON-QUITAQUE ROAD FROM QUITAQUE,
 EN0305'BRISCOE COUNTY, 75 FEET WEST OF A WOODEN BRIDGE, 50 FEET NORTHWEST OF
 EN0305'THE CENTER OF A T-ROAD INTERSECTION, 33 FEET NORTH OF THE CENTERLINE
 EN0305'OF THE T-ROAD, 3 FEET EAST OF A POLE.  AND SET IN THE TOP OF A
 EN0305'CONCRETE POST.
 EN0305
 EN0305                          STATION RECOVERY (1967)
 EN0305
 EN0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0889 ***********************************************************************
 AB0889  DESIGNATION -  M 43
 AB0889  PID         -  AB0889
 AB0889  STATE/COUNTY-  TX/CAMERON
 AB0889  USGS QUAD   -  LA PALOMA (1970)
 AB0889
 AB0889                         *CURRENT SURVEY CONTROL
 AB0889  ___________________________________________________________________
 AB0889* NAD 83(1986)-  26 02 47.     (N)    097 42 47.     (W)     SCALED    
 AB0889* NAVD 88     -        16.765  (meters)      55.00   (feet)  ADJUSTED  
 AB0889  ___________________________________________________________________
 AB0889  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AB0889  DYNAMIC HT  -          16.738 (meters)      54.91  (feet)  COMP
 AB0889  MODELED GRAV-     979,019.6   (mgal)                       NAVD 88
 AB0889
 AB0889  VERT ORDER  -  SECOND    CLASS 0
 AB0889
 AB0889.The horizontal coordinates were scaled from a topographic map and have
 AB0889.an estimated accuracy of +/- 6 seconds.
 AB0889
 AB0889.The orthometric height was determined by differential leveling
 AB0889.and adjusted by the National Geodetic Survey in June 1991..
 AB0889
 AB0889.The geoid height was determined by GEOID03.
 AB0889
 AB0889.The dynamic height is computed by dividing the NAVD 88
 AB0889.geopotential number by the normal gravity value computed on the
 AB0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0889.degrees latitude (g = 980.6199 gals.).
 AB0889
 AB0889.The modeled gravity was interpolated from observed gravity values.
 AB0889
 AB0889;                    North         East    Units  Estimated Accuracy
 AB0889;SPC TX S     - 5,042,320.      378,760.      MT  (+/- 180 meters Scaled)
 AB0889
 AB0889                          SUPERSEDED SURVEY CONTROL
 AB0889
 AB0889  NGVD 29 (??/??/92)   16.868  (m)           55.34   (f) ADJ UNCH    2 0
 AB0889
 AB0889.Superseded values are not recommended for survey control.
 AB0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0889.See file dsdata.txt to determine how the superseded data were derived.
 AB0889
 AB0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP287814(NAD 83)
 AB0889_MARKER: DD = SURVEY DISK
 AB0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0889_SP_SET: CULVERT
 AB0889_STAMPING: M 43 55.25
 AB0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0889
 AB0889  HISTORY     - Date     Condition        Report By
 AB0889  HISTORY     - UNK      MONUMENTED
 AB0889  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0889
 AB0889                          STATION DESCRIPTION
 AB0889
 AB0889'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0889'1.1 MI W FROM LANDRUM.
 AB0889'1.1 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0889'LANDRUM, CAMERON COUNTY, 58 YARDS NORTHWEST ACROSS THE HIGHWAY FROM
 AB0889'REA CO-OP POLE NO. 15V80, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY,
 AB0889'IN THE CENTER OF THE TOP OF THE NORTH HEADWALL, 16 FEET NORTH OF THE
 AB0889'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0791 ***********************************************************************
 CT0791  DESIGNATION -  M 43
 CT0791  PID         -  CT0791
 CT0791  STATE/COUNTY-  TX/JONES
 CT0791  USGS QUAD   -  LUEDERS WEST (1965)
 CT0791
 CT0791                         *CURRENT SURVEY CONTROL
 CT0791  ___________________________________________________________________
 CT0791* NAD 83(1986)-  32 50 34.     (N)    099 41 06.     (W)     SCALED    
 CT0791* NAVD 88     -       483.088  (meters)    1584.93   (feet)  ADJUSTED  
 CT0791  ___________________________________________________________________
 CT0791  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0791  DYNAMIC HT  -         482.473 (meters)    1582.91  (feet)  COMP
 CT0791  MODELED GRAV-     979,350.8   (mgal)                       NAVD 88
 CT0791
 CT0791  VERT ORDER  -  SECOND    CLASS 0
 CT0791
 CT0791.The horizontal coordinates were scaled from a topographic map and have
 CT0791.an estimated accuracy of +/- 6 seconds.
 CT0791
 CT0791.The orthometric height was determined by differential leveling
 CT0791.and adjusted by the National Geodetic Survey in June 1991..
 CT0791
 CT0791.The geoid height was determined by GEOID03.
 CT0791
 CT0791.The dynamic height is computed by dividing the NAVD 88
 CT0791.geopotential number by the normal gravity value computed on the
 CT0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0791.degrees latitude (g = 980.6199 gals.).
 CT0791
 CT0791.The modeled gravity was interpolated from observed gravity values.
 CT0791
 CT0791;                    North         East    Units  Estimated Accuracy
 CT0791;SPC TXNC     - 2,131,040.      489,080.      MT  (+/- 180 meters Scaled)
 CT0791
 CT0791                          SUPERSEDED SURVEY CONTROL
 CT0791
 CT0791  NGVD 29 (??/??/92)  482.937  (m)         1584.44   (f) ADJ UNCH    2 0
 CT0791
 CT0791.Superseded values are not recommended for survey control.
 CT0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0791.See file dsdata.txt to determine how the superseded data were derived.
 CT0791
 CT0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB358340(NAD 83)
 CT0791_MARKER: DB = BENCH MARK DISK
 CT0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0791_STAMPING: M 43 1924
 CT0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0791+STABILITY: SURFACE MOTION
 CT0791
 CT0791  HISTORY     - Date     Condition        Report By
 CT0791  HISTORY     - 1924     MONUMENTED       USGS
 CT0791  HISTORY     - 1958     GOOD             NGS
 CT0791
 CT0791                          STATION DESCRIPTION
 CT0791
 CT0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0791'4.6 MI NW FROM LUEDERS.
 CT0791'4.6 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0791'FROM LUEDERS, JONES COUNTY, 800 FEET EAST OF MILEPOST 217, 46 FEET
 CT0791'SOUTH OF THE CENTER LINE OF THE TRACK, AND 3 FEET NORTH OF A
 CT0791'RIGHT-OF-WAY FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CT0791'DISK, STAMPED M 43 1924 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CT0791'MARK IS ALSO 20 FEET NORTH OF THE CENTERLINE OF A PUBLIC ROAD AND 2.5
 CT0791'FEET NORTH OF A CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0102 ***********************************************************************
 EO0102  DESIGNATION -  M 430
 EO0102  PID         -  EO0102
 EO0102  STATE/COUNTY-  TX/CASTRO
 EO0102  USGS QUAD   -  NAZARETH (1965)
 EO0102
 EO0102                         *CURRENT SURVEY CONTROL
 EO0102  ___________________________________________________________________
 EO0102* NAD 83(1986)-  34 32 19.     (N)    102 05 16.     (W)     SCALED    
 EO0102* NAVD 88     -      1144.243  (meters)    3754.07   (feet)  ADJUSTED  
 EO0102  ___________________________________________________________________
 EO0102  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 EO0102  DYNAMIC HT  -        1142.796 (meters)    3749.32  (feet)  COMP
 EO0102  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 EO0102
 EO0102  VERT ORDER  -  SECOND    CLASS 0
 EO0102
 EO0102.The horizontal coordinates were scaled from a topographic map and have
 EO0102.an estimated accuracy of +/- 6 seconds.
 EO0102
 EO0102.The orthometric height was determined by differential leveling
 EO0102.and adjusted by the National Geodetic Survey in June 1991..
 EO0102
 EO0102.The geoid height was determined by GEOID03.
 EO0102
 EO0102.The dynamic height is computed by dividing the NAVD 88
 EO0102.geopotential number by the normal gravity value computed on the
 EO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0102.degrees latitude (g = 980.6199 gals.).
 EO0102
 EO0102.The modeled gravity was interpolated from observed gravity values.
 EO0102
 EO0102;                    North         East    Units  Estimated Accuracy
 EO0102;SPC TX N     - 1,059,910.      146,040.      MT  (+/- 180 meters Scaled)
 EO0102
 EO0102                          SUPERSEDED SURVEY CONTROL
 EO0102
 EO0102  NGVD 29 (??/??/92) 1143.785  (m)         3752.57   (f) ADJ UNCH    2 0
 EO0102
 EO0102.Superseded values are not recommended for survey control.
 EO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0102.See file dsdata.txt to determine how the superseded data were derived.
 EO0102
 EO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU672257(NAD 83)
 EO0102_MARKER: DB = BENCH MARK DISK
 EO0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0102_STAMPING: M 430 1934
 EO0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0102+STABILITY: SURFACE MOTION
 EO0102
 EO0102  HISTORY     - Date     Condition        Report By
 EO0102  HISTORY     - 1934     MONUMENTED       CGS
 EO0102
 EO0102                          STATION DESCRIPTION
 EO0102
 EO0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0102'12.8 MI E FROM DIMMITT.
 EO0102'12.8 MILES EAST ALONG STATE HIGHWAY 86 FROM THE FORT WORTH AND DENVER
 EO0102'RAILWAY STATION AT DIMMITT, AT A ROAD INTERSECTION, 39 FEET NORTH OF
 EO0102'THE CENTERLINE OF THE HIGHWAY, 27 FEET EAST OF THE CENTERLINE OF THE
 EO0102'ROAD, 6 FEET EAST OF A POLE, AND 1 FOOT SOUTH OF A FENCE CORNER.  A
 EO0102'STANDARD DISK, STAMPED M 430 1934 AND SET IN THE TOP OF A CONCRETE
 EO0102'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0312 ***********************************************************************
 EN0312  DESIGNATION -  M 431
 EN0312  PID         -  EN0312
 EN0312  STATE/COUNTY-  TX/BRISCOE
 EN0312  USGS QUAD   -  ROCK CREEK (1965)
 EN0312
 EN0312                         *CURRENT SURVEY CONTROL
 EN0312  ___________________________________________________________________
 EN0312* NAD 83(1986)-  34 28 42.     (N)    101 22 58.     (W)     SCALED    
 EN0312* NAVD 88     -      1011.860  (meters)    3319.74   (feet)  ADJUSTED  
 EN0312  ___________________________________________________________________
 EN0312  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EN0312  DYNAMIC HT  -        1010.609 (meters)    3315.64  (feet)  COMP
 EN0312  MODELED GRAV-     979,364.0   (mgal)                       NAVD 88
 EN0312
 EN0312  VERT ORDER  -  SECOND    CLASS 0
 EN0312
 EN0312.The horizontal coordinates were scaled from a topographic map and have
 EN0312.an estimated accuracy of +/- 6 seconds.
 EN0312
 EN0312.The orthometric height was determined by differential leveling
 EN0312.and adjusted by the National Geodetic Survey in June 1991..
 EN0312
 EN0312.The geoid height was determined by GEOID03.
 EN0312
 EN0312.The dynamic height is computed by dividing the NAVD 88
 EN0312.geopotential number by the normal gravity value computed on the
 EN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0312.degrees latitude (g = 980.6199 gals.).
 EN0312
 EN0312.The modeled gravity was interpolated from observed gravity values.
 EN0312
 EN0312;                    North         East    Units  Estimated Accuracy
 EN0312;SPC TX N     - 1,053,070.      210,770.      MT  (+/- 180 meters Scaled)
 EN0312
 EN0312                          SUPERSEDED SURVEY CONTROL
 EN0312
 EN0312  NGVD 29 (??/??/92) 1011.481  (m)         3318.50   (f) ADJ UNCH    2 0
 EN0312
 EN0312.Superseded values are not recommended for survey control.
 EN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0312.See file dsdata.txt to determine how the superseded data were derived.
 EN0312
 EN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD811177(NAD 83)
 EN0312_MARKER: DB = BENCH MARK DISK
 EN0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0312_SP_SET: CULVERT
 EN0312_STAMPING: M 431 1934
 EN0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0312
 EN0312  HISTORY     - Date     Condition        Report By
 EN0312  HISTORY     - 1934     MONUMENTED       CGS
 EN0312  HISTORY     - 1965     MARK NOT FOUND   USGS
 EN0312
 EN0312                          STATION DESCRIPTION
 EN0312
 EN0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0312'4.8 MI W FROM SILVERTON.
 EN0312'4.8 MILES WEST ALONG STATE HIGHWAY 86 FROM THE COUNTY COURTHOUSE AT
 EN0312'SILVERTON, AT THE JUNCTION OF A ROAD LEADING NORTH, AT A CONCRETE
 EN0312'CULVERT UNDER THE ROAD LEADING NORTH, IN THE CENTER OF THE TOP OF THE
 EN0312'EAST HEADWALL, AND 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 EN0312'STANDARD DISK, STAMPED M 431 1934.  NOTE-- RD. CONSTR. IN AREA.
 EN0312
 EN0312                          STATION RECOVERY (1965)
 EN0312
 EN0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0405 ***********************************************************************
 EN0405  DESIGNATION -  M 432
 EN0405  PID         -  EN0405
 EN0405  STATE/COUNTY-  TX/SWISHER
 EN0405  USGS QUAD   -  TULIA (1981)
 EN0405
 EN0405                         *CURRENT SURVEY CONTROL
 EN0405  ___________________________________________________________________
 EN0405* NAD 83(1986)-  34 33 21.     (N)    101 47 06.     (W)     SCALED    
 EN0405* NAVD 88     -      1069.044  (meters)    3507.36   (feet)  ADJUSTED  
 EN0405  ___________________________________________________________________
 EN0405  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EN0405  DYNAMIC HT  -        1067.712 (meters)    3502.99  (feet)  COMP
 EN0405  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 EN0405
 EN0405  VERT ORDER  -  SECOND    CLASS 0
 EN0405
 EN0405.The horizontal coordinates were scaled from a topographic map and have
 EN0405.an estimated accuracy of +/- 6 seconds.
 EN0405
 EN0405.The orthometric height was determined by differential leveling
 EN0405.and adjusted by the National Geodetic Survey in June 1991..
 EN0405
 EN0405.The geoid height was determined by GEOID03.
 EN0405
 EN0405.The dynamic height is computed by dividing the NAVD 88
 EN0405.geopotential number by the normal gravity value computed on the
 EN0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0405.degrees latitude (g = 980.6199 gals.).
 EN0405
 EN0405.The modeled gravity was interpolated from observed gravity values.
 EN0405
 EN0405;                    North         East    Units  Estimated Accuracy
 EN0405;SPC TX N     - 1,061,700.      173,840.      MT  (+/- 180 meters Scaled)
 EN0405
 EN0405                          SUPERSEDED SURVEY CONTROL
 EN0405
 EN0405  NGVD 29 (??/??/92) 1068.615  (m)         3505.95   (f) ADJ UNCH    2 0
 EN0405
 EN0405.Superseded values are not recommended for survey control.
 EN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0405.See file dsdata.txt to determine how the superseded data were derived.
 EN0405
 EN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD444273(NAD 83)
 EN0405_MARKER: DB = BENCH MARK DISK
 EN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0405_STAMPING: M-432 1934
 EN0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0405+STABILITY: SURFACE MOTION
 EN0405
 EN0405  HISTORY     - Date     Condition        Report By
 EN0405  HISTORY     - 1934     MONUMENTED       CGS
 EN0405  HISTORY     - 1966     GOOD             NGS
 EN0405
 EN0405                          STATION DESCRIPTION
 EN0405
 EN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0405'1.4 MI N FROM TULIA.
 EN0405'1.4 MI. N. ALONG P. AND S.F.RY. 7 FT. E. OF MI. POST NO. 602, 51 FT.
 EN0405'W. OF THE CENTER LINE OF HWY., 44 FT. E. OF THE CENTER LINE OF TRACK,
 EN0405'AND 1 FT. W. OF THE FENCE LINE.  NOTE-- 52 FT. W OF CENTERLINE OF W
 EN0405'LANE OF U.S. HIGHWAY 87, 48 FT. E. OF C/L OF TRACK.  1.5 FT. E. OF A
 EN0405'WHITE REFERENCE POST.
 EN0405
 EN0405                          STATION RECOVERY (1966)
 EN0405
 EN0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EN0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0084 ***********************************************************************
 DP0084  DESIGNATION -  M 433
 DP0084  PID         -  DP0084
 DP0084  STATE/COUNTY-  TX/DICKENS
 DP0084  USGS QUAD   -  GILPIN (1959)
 DP0084
 DP0084                         *CURRENT SURVEY CONTROL
 DP0084  ___________________________________________________________________
 DP0084* NAD 83(1986)-  33 25 27.     (N)    100 44 11.     (W)     SCALED    
 DP0084* NAVD 88     -       664.299  (meters)    2179.45   (feet)  ADJUSTED  
 DP0084  ___________________________________________________________________
 DP0084  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DP0084  DYNAMIC HT  -         663.497 (meters)    2176.82  (feet)  COMP
 DP0084  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 DP0084
 DP0084  VERT ORDER  -  SECOND    CLASS 0
 DP0084
 DP0084.The horizontal coordinates were scaled from a topographic map and have
 DP0084.an estimated accuracy of +/- 6 seconds.
 DP0084
 DP0084.The orthometric height was determined by differential leveling
 DP0084.and adjusted by the National Geodetic Survey in June 1991..
 DP0084
 DP0084.The geoid height was determined by GEOID03.
 DP0084
 DP0084.The dynamic height is computed by dividing the NAVD 88
 DP0084.geopotential number by the normal gravity value computed on the
 DP0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0084.degrees latitude (g = 980.6199 gals.).
 DP0084
 DP0084.The modeled gravity was interpolated from observed gravity values.
 DP0084
 DP0084;                    North         East    Units  Estimated Accuracy
 DP0084;SPC TXNC     - 2,197,100.      392,050.      MT  (+/- 180 meters Scaled)
 DP0084
 DP0084                          SUPERSEDED SURVEY CONTROL
 DP0084
 DP0084  NGVD 29 (??/??/92)  664.056  (m)         2178.66   (f) ADJ UNCH    2 0
 DP0084
 DP0084.Superseded values are not recommended for survey control.
 DP0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0084.See file dsdata.txt to determine how the superseded data were derived.
 DP0084
 DP0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB385996(NAD 83)
 DP0084_MARKER: DB = BENCH MARK DISK
 DP0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0084_STAMPING: M-433 1934
 DP0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0084+STABILITY: SURFACE MOTION
 DP0084
 DP0084  HISTORY     - Date     Condition        Report By
 DP0084  HISTORY     - 1934     MONUMENTED       CGS
 DP0084  HISTORY     - 1935     GOOD             NGS
 DP0084
 DP0084                          STATION DESCRIPTION
 DP0084
 DP0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0084'6.0 MI NW FROM GIRARD.
 DP0084'6.0 MI. N.W. OF DEPOT ALONG F.W. AND D. RY. 3 POLES N.W. OF MILE POST
 DP0084'NO. B-187, 100 FT. N.W. OF GRADE CROSSING, 39 FT. N.W. OF THE CENTER
 DP0084'LINE OF TRACK, 10 FT. S.W. OF THE FENCE LINE, AND 3 FT. S. OF A
 DP0084'TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0485 ***********************************************************************
 DP0485  DESIGNATION -  M 434
 DP0485  PID         -  DP0485
 DP0485  STATE/COUNTY-  TX/MOTLEY
 DP0485  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0485
 DP0485                         *CURRENT SURVEY CONTROL
 DP0485  ___________________________________________________________________
 DP0485* NAD 83(1986)-  33 59 10.     (N)    100 48 19.     (W)     SCALED    
 DP0485* NAVD 88     -       728.933  (meters)    2391.51   (feet)  ADJUSTED  
 DP0485  ___________________________________________________________________
 DP0485  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DP0485  DYNAMIC HT  -         728.041 (meters)    2388.58  (feet)  COMP
 DP0485  MODELED GRAV-     979,389.0   (mgal)                       NAVD 88
 DP0485
 DP0485  VERT ORDER  -  SECOND    CLASS 0
 DP0485
 DP0485.The horizontal coordinates were scaled from a topographic map and have
 DP0485.an estimated accuracy of +/- 6 seconds.
 DP0485
 DP0485.The orthometric height was determined by differential leveling
 DP0485.and adjusted by the National Geodetic Survey in June 1991..
 DP0485
 DP0485.The geoid height was determined by GEOID03.
 DP0485
 DP0485.The dynamic height is computed by dividing the NAVD 88
 DP0485.geopotential number by the normal gravity value computed on the
 DP0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0485.degrees latitude (g = 980.6199 gals.).
 DP0485
 DP0485.The modeled gravity was interpolated from observed gravity values.
 DP0485
 DP0485;                    North         East    Units  Estimated Accuracy
 DP0485;SPC TXNC     - 2,259,550.      387,010.      MT  (+/- 180 meters Scaled)
 DP0485
 DP0485                          SUPERSEDED SURVEY CONTROL
 DP0485
 DP0485  NGVD 29 (??/??/92)  728.646  (m)         2390.57   (f) ADJ UNCH    2 0
 DP0485
 DP0485.Superseded values are not recommended for survey control.
 DP0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0485.See file dsdata.txt to determine how the superseded data were derived.
 DP0485
 DP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC332620(NAD 83)
 DP0485_MARKER: DB = BENCH MARK DISK
 DP0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0485_STAMPING: M-434 1934
 DP0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0485+STABILITY: SURFACE MOTION
 DP0485
 DP0485  HISTORY     - Date     Condition        Report By
 DP0485  HISTORY     - 1934     MONUMENTED       CGS
 DP0485  HISTORY     - 1935     GOOD             NGS
 DP0485  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0485
 DP0485                          STATION DESCRIPTION
 DP0485
 DP0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0485'1.8 MI S FROM MATADOR.
 DP0485'1.8 MI. S. OF DEPOT ALONG Q.A. AND P.RY.  AT THE S. END OF A CUT, 1
 DP0485'POLE N. OF MILE POLE NO. 6, 75 FT.E. OF A TELEPHONE POLE, 45 FT.E. OF
 DP0485'THE CENTERLINE OF TRACK, 40 FT. W. OF THE CENTER LINE OF ROAD, AND 1
 DP0485'FT. W. OF THE FENCE LINE.  NOTE-- RR IS DISMANTLED.
 DP0485
 DP0485                          STATION RECOVERY (1965)
 DP0485
 DP0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0119 ***********************************************************************
 EN0119  DESIGNATION -  M 435
 EN0119  PID         -  EN0119
 EN0119  STATE/COUNTY-  TX/FOARD
 EN0119  USGS QUAD   -  TRIANGLE RANCH (1981)
 EN0119
 EN0119                         *CURRENT SURVEY CONTROL
 EN0119  ___________________________________________________________________
 EN0119* NAD 83(1986)-  34 04 41.     (N)    100 01 09.     (W)     SCALED    
 EN0119* NAVD 88     -       521.555  (meters)    1711.13   (feet)  ADJUSTED  
 EN0119  ___________________________________________________________________
 EN0119  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EN0119  DYNAMIC HT  -         520.957 (meters)    1709.17  (feet)  COMP
 EN0119  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 EN0119
 EN0119  VERT ORDER  -  SECOND    CLASS 0
 EN0119
 EN0119.The horizontal coordinates were scaled from a topographic map and have
 EN0119.an estimated accuracy of +/- 6 seconds.
 EN0119
 EN0119.The orthometric height was determined by differential leveling
 EN0119.and adjusted by the National Geodetic Survey in June 1991..
 EN0119
 EN0119.The geoid height was determined by GEOID03.
 EN0119
 EN0119.The dynamic height is computed by dividing the NAVD 88
 EN0119.geopotential number by the normal gravity value computed on the
 EN0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0119.degrees latitude (g = 980.6199 gals.).
 EN0119
 EN0119.The modeled gravity was interpolated from observed gravity values.
 EN0119
 EN0119;                    North         East    Units  Estimated Accuracy
 EN0119;SPC TXNC     - 2,268,430.      459,780.      MT  (+/- 180 meters Scaled)
 EN0119
 EN0119                          SUPERSEDED SURVEY CONTROL
 EN0119
 EN0119  NGVD 29 (??/??/92)  521.380  (m)         1710.56   (f) ADJ UNCH    2 0
 EN0119
 EN0119.Superseded values are not recommended for survey control.
 EN0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0119.See file dsdata.txt to determine how the superseded data were derived.
 EN0119
 EN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC059712(NAD 83)
 EN0119_MARKER: DB = BENCH MARK DISK
 EN0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0119_SP_SET: BRIDGE
 EN0119_STAMPING: M-435 1934
 EN0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0119
 EN0119  HISTORY     - Date     Condition        Report By
 EN0119  HISTORY     - 1934     MONUMENTED       CGS
 EN0119  HISTORY     - 1935     GOOD             NGS
 EN0119  HISTORY     - 1959     GOOD             NGS
 EN0119
 EN0119                          STATION DESCRIPTION
 EN0119
 EN0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0119'17.3 MI E FROM PADUCAH.
 EN0119'17.3 MI. E. ALONG U.S. NO. 70 (19.2 MI. W. OF CROWELL). AT A CONC.
 EN0119'BRIDGE, ABOUT 100 YDS. S. OF A WINDMILL, 17 FT. S. OF THE CENTER LINE
 EN0119'OF THE HWY., AND SET IN THE S.W. WINGWALL.
 EN0119
 EN0119                          STATION RECOVERY (1959)
 EN0119
 EN0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EN0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0120 ***********************************************************************
 EN0120  DESIGNATION -  M 435 RESET 1959
 EN0120  PID         -  EN0120
 EN0120  STATE/COUNTY-  TX/FOARD
 EN0120  USGS QUAD   -  TRIANGLE RANCH (1981)
 EN0120
 EN0120                         *CURRENT SURVEY CONTROL
 EN0120  ___________________________________________________________________
 EN0120* NAD 83(1986)-  34 04 41.     (N)    100 01 09.     (W)     SCALED    
 EN0120* NAVD 88     -       521.07   (meters)    1709.5    (feet)  RESET     
 EN0120  ___________________________________________________________________
 EN0120  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EN0120
 EN0120  VERT ORDER  -  THIRD
 EN0120
 EN0120.The horizontal coordinates were scaled from a topographic map and have
 EN0120.an estimated accuracy of +/- 6 seconds.
 EN0120
 EN0120.The orthometric height was computed from unverified reset data.
 EN0120
 EN0120.The geoid height was determined by GEOID03.
 EN0120
 EN0120;                    North         East    Units  Estimated Accuracy
 EN0120;SPC TXNC     - 2,268,430.      459,780.      MT  (+/- 180 meters Scaled)
 EN0120
 EN0120                          SUPERSEDED SURVEY CONTROL
 EN0120
 EN0120.No superseded survey control is available for this station.
 EN0120
 EN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC059712(NAD 83)
 EN0120_MARKER: DB = BENCH MARK DISK
 EN0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0120_STAMPING: M 435 RESET 1959
 EN0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0120+STABILITY: SURFACE MOTION
 EN0120
 EN0120  HISTORY     - Date     Condition        Report By
 EN0120  HISTORY     - 1959     MONUMENTED       CGS
 EN0120
 EN0120                          STATION DESCRIPTION
 EN0120
 EN0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EN0120'19.1 MI W FROM CROWELL.
 EN0120'ABOUT 19.1 MILES WEST ALONG U.S. HIGHWAY NO. 70 FROM CROWELL, FOARD
 EN0120'COUNTY, 1.5 MILES SOUTHEAST OF THE FOARD-COTTLE COUNTY LINE, ABOUT 50
 EN0120'YARDS SOUTHWEST OF THE CENTERLINE OF A CONCRETE BRIDGE, 20 YARDS SOUTH
 EN0120'OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF THE SOUTH
 EN0120'RIGHT-OF-WAY FENCE LINE.  IT IS ABOUT 0.1 MILE SOUTH AND ACROSS THE
 EN0120'HIGHWAY FROM A SET OF RANCH BUILDINGS.  A STANDARD DISK STAMPED M 435
 EN0120'RESET 1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0030 ***********************************************************************
 DP0030  DESIGNATION -  M 436
 DP0030  PID         -  DP0030
 DP0030  STATE/COUNTY-  TX/KING
 DP0030  USGS QUAD   -  GUTHRIE (1981)
 DP0030
 DP0030                         *CURRENT SURVEY CONTROL
 DP0030  ___________________________________________________________________
 DP0030* NAD 83(1986)-  33 37 08.     (N)    100 19 19.     (W)     SCALED    
 DP0030* NAVD 88     -       530.329  (meters)    1739.92   (feet)  ADJUSTED  
 DP0030  ___________________________________________________________________
 DP0030  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DP0030  DYNAMIC HT  -         529.704 (meters)    1737.87  (feet)  COMP
 DP0030  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 DP0030
 DP0030  VERT ORDER  -  SECOND    CLASS 0
 DP0030
 DP0030.The horizontal coordinates were scaled from a topographic map and have
 DP0030.an estimated accuracy of +/- 6 seconds.
 DP0030
 DP0030.The orthometric height was determined by differential leveling
 DP0030.and adjusted by the National Geodetic Survey in June 1991..
 DP0030
 DP0030.The geoid height was determined by GEOID03.
 DP0030
 DP0030.The dynamic height is computed by dividing the NAVD 88
 DP0030.geopotential number by the normal gravity value computed on the
 DP0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0030.degrees latitude (g = 980.6199 gals.).
 DP0030
 DP0030.The modeled gravity was interpolated from observed gravity values.
 DP0030
 DP0030;                    North         East    Units  Estimated Accuracy
 DP0030;SPC TXNC     - 2,217,950.      430,950.      MT  (+/- 180 meters Scaled)
 DP0030
 DP0030                          SUPERSEDED SURVEY CONTROL
 DP0030
 DP0030  NGVD 29 (??/??/92)  530.143  (m)         1739.31   (f) ADJ UNCH    2 0
 DP0030
 DP0030.Superseded values are not recommended for survey control.
 DP0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0030.See file dsdata.txt to determine how the superseded data were derived.
 DP0030
 DP0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC773206(NAD 83)
 DP0030_MARKER: DB = BENCH MARK DISK
 DP0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0030_SP_SET: WALL
 DP0030_STAMPING: M-436 1934
 DP0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0030
 DP0030  HISTORY     - Date     Condition        Report By
 DP0030  HISTORY     - 1934     MONUMENTED       CGS
 DP0030  HISTORY     - 1935     GOOD             NGS
 DP0030
 DP0030                          STATION DESCRIPTION
 DP0030
 DP0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0030'IN GUTHRIE.
 DP0030'AT KING COUNTY COURTHOUSE, AND SET VERTICALLY ON THE S. SIDE OF THE W.
 DP0030'ENTRANCE, 4 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0226 ***********************************************************************
 DP0226  DESIGNATION -  M 438
 DP0226  PID         -  DP0226
 DP0226  STATE/COUNTY-  TX/MOTLEY
 DP0226  USGS QUAD   -  MAC BAIN (1981)
 DP0226
 DP0226                         *CURRENT SURVEY CONTROL
 DP0226  ___________________________________________________________________
 DP0226* NAD 83(1986)-  33 52 37.     (N)    100 54 53.     (W)     SCALED    
 DP0226* NAVD 88     -       829.299  (meters)    2720.79   (feet)  ADJUSTED  
 DP0226  ___________________________________________________________________
 DP0226  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DP0226  DYNAMIC HT  -         828.280 (meters)    2717.45  (feet)  COMP
 DP0226  MODELED GRAV-     979,379.2   (mgal)                       NAVD 88
 DP0226
 DP0226  VERT ORDER  -  SECOND    CLASS 0
 DP0226
 DP0226.The horizontal coordinates were scaled from a topographic map and have
 DP0226.an estimated accuracy of +/- 6 seconds.
 DP0226
 DP0226.The orthometric height was determined by differential leveling
 DP0226.and adjusted by the National Geodetic Survey in June 1991..
 DP0226
 DP0226.The geoid height was determined by GEOID03.
 DP0226
 DP0226.The dynamic height is computed by dividing the NAVD 88
 DP0226.geopotential number by the normal gravity value computed on the
 DP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0226.degrees latitude (g = 980.6199 gals.).
 DP0226
 DP0226.The modeled gravity was interpolated from observed gravity values.
 DP0226
 DP0226;                    North         East    Units  Estimated Accuracy
 DP0226;SPC TXNC     - 2,247,680.      376,620.      MT  (+/- 180 meters Scaled)
 DP0226
 DP0226                          SUPERSEDED SURVEY CONTROL
 DP0226
 DP0226  NGVD 29 (??/??/92)  828.982  (m)         2719.75   (f) ADJ UNCH    2 0
 DP0226
 DP0226.Superseded values are not recommended for survey control.
 DP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0226.See file dsdata.txt to determine how the superseded data were derived.
 DP0226
 DP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC229501(NAD 83)
 DP0226_MARKER: DB = BENCH MARK DISK
 DP0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0226_STAMPING: M-438 1934
 DP0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0226+STABILITY: SURFACE MOTION
 DP0226
 DP0226  HISTORY     - Date     Condition        Report By
 DP0226  HISTORY     - 1934     MONUMENTED       CGS
 DP0226  HISTORY     - 1958     GOOD             NGS
 DP0226
 DP0226                          STATION DESCRIPTION
 DP0226
 DP0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0226'4.3 MI W FROM ROARING SPRINGS.
 DP0226'4.3 MI. W. ALONG Q.A. AND P. RY.  AT THE E. END OF A DEEP CUT, 3 3/4
 DP0226'POLES E. OF MI. POST NO. 84, 99 FT. N. OF THE CENTER LINE OF TRACK, 8
 DP0226'FT. W. OF A FENCE CORNER, AND 1 FT. S. OF THE FENCE LINE.
 DP0226
 DP0226                          STATION RECOVERY (1958)
 DP0226
 DP0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0344 ***********************************************************************
 EN0344  DESIGNATION -  M 439
 EN0344  PID         -  EN0344
 EN0344  STATE/COUNTY-  TX/HALE
 EN0344  USGS QUAD   -  AIKEN (1968)
 EN0344
 EN0344                         *CURRENT SURVEY CONTROL
 EN0344  ___________________________________________________________________
 EN0344* NAD 83(1986)-  34 09 57.     (N)    101 35 40.     (W)     SCALED    
 EN0344* NAVD 88     -      1012.630  (meters)    3322.27   (feet)  ADJUSTED  
 EN0344  ___________________________________________________________________
 EN0344  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EN0344  DYNAMIC HT  -        1011.338 (meters)    3318.03  (feet)  COMP
 EN0344  MODELED GRAV-     979,325.5   (mgal)                       NAVD 88
 EN0344
 EN0344  VERT ORDER  -  SECOND    CLASS 0
 EN0344
 EN0344.The horizontal coordinates were scaled from a topographic map and have
 EN0344.an estimated accuracy of +/- 6 seconds.
 EN0344
 EN0344.The orthometric height was determined by differential leveling
 EN0344.and adjusted by the National Geodetic Survey in June 1991..
 EN0344
 EN0344.The geoid height was determined by GEOID03.
 EN0344
 EN0344.The dynamic height is computed by dividing the NAVD 88
 EN0344.geopotential number by the normal gravity value computed on the
 EN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0344.degrees latitude (g = 980.6199 gals.).
 EN0344
 EN0344.The modeled gravity was interpolated from observed gravity values.
 EN0344
 EN0344;                    North         East    Units  Estimated Accuracy
 EN0344;SPC TXNC     - 2,281,360.      314,700.      MT  (+/- 180 meters Scaled)
 EN0344
 EN0344                          SUPERSEDED SURVEY CONTROL
 EN0344
 EN0344  NGVD 29 (??/??/92) 1012.237  (m)         3320.98   (f) ADJ UNCH    2 0
 EN0344
 EN0344.Superseded values are not recommended for survey control.
 EN0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0344.See file dsdata.txt to determine how the superseded data were derived.
 EN0344
 EN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC608835(NAD 83)
 EN0344_MARKER: DB = BENCH MARK DISK
 EN0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0344_STAMPING: M 439 1934
 EN0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0344+STABILITY: SURFACE MOTION
 EN0344
 EN0344  HISTORY     - Date     Condition        Report By
 EN0344  HISTORY     - 1934     MONUMENTED       CGS
 EN0344
 EN0344                          STATION DESCRIPTION
 EN0344
 EN0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0344'6.6 MI E FROM PLAINVIEW.
 EN0344'ABOUT 6.6 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0344'STATION AT PLAINVIEW, HALE COUNTY, 42 FEET SOUTH OF MILEPOST 6, 51
 EN0344'FEET SOUTH OF THE CENTER LINE OF THE TRACK, 49 FEET NORTH OF THE
 EN0344'CENTER LINE OF U.S. HIGHWAY 70, AND 1 FOOT SOUTH OF THE FENCE.  A
 EN0344'STANDARD DISK, STAMPED M 439 1934 AND SET IN THE TOP OF A CONCRETE
 EN0344'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0891 ***********************************************************************
 AB0891  DESIGNATION -  M 44
 AB0891  PID         -  AB0891
 AB0891  STATE/COUNTY-  TX/CAMERON
 AB0891  USGS QUAD   -  LA PALOMA (1970)
 AB0891
 AB0891                         *CURRENT SURVEY CONTROL
 AB0891  ___________________________________________________________________
 AB0891* NAD 83(1986)-  26 02 59.     (N)    097 43 28.     (W)     SCALED    
 AB0891* NAVD 88     -        13.171  (meters)      43.21   (feet)  ADJUSTED  
 AB0891  ___________________________________________________________________
 AB0891  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AB0891  DYNAMIC HT  -          13.150 (meters)      43.14  (feet)  COMP
 AB0891  MODELED GRAV-     979,019.2   (mgal)                       NAVD 88
 AB0891
 AB0891  VERT ORDER  -  SECOND    CLASS 0
 AB0891
 AB0891.The horizontal coordinates were scaled from a topographic map and have
 AB0891.an estimated accuracy of +/- 6 seconds.
 AB0891
 AB0891.The orthometric height was determined by differential leveling
 AB0891.and adjusted by the National Geodetic Survey in June 1991..
 AB0891
 AB0891.The geoid height was determined by GEOID03.
 AB0891
 AB0891.The dynamic height is computed by dividing the NAVD 88
 AB0891.geopotential number by the normal gravity value computed on the
 AB0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0891.degrees latitude (g = 980.6199 gals.).
 AB0891
 AB0891.The modeled gravity was interpolated from observed gravity values.
 AB0891
 AB0891;                    North         East    Units  Estimated Accuracy
 AB0891;SPC TX S     - 5,042,680.      377,620.      MT  (+/- 180 meters Scaled)
 AB0891
 AB0891                          SUPERSEDED SURVEY CONTROL
 AB0891
 AB0891  NGVD 29 (??/??/92)   13.276  (m)           43.56   (f) ADJ UNCH    2 0
 AB0891
 AB0891.Superseded values are not recommended for survey control.
 AB0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0891.See file dsdata.txt to determine how the superseded data were derived.
 AB0891
 AB0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP276818(NAD 83)
 AB0891_MARKER: DD = SURVEY DISK
 AB0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0891_SP_SET: CULVERT
 AB0891_STAMPING: M 44 43.50
 AB0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0891
 AB0891  HISTORY     - Date     Condition        Report By
 AB0891  HISTORY     - UNK      MONUMENTED
 AB0891  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0891
 AB0891                          STATION DESCRIPTION
 AB0891
 AB0891'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0891'1.7 MI W FROM LANDRUM.
 AB0891'1.7 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0891'LANDRUM, CAMERON COUNTY, 53 YARDS EAST OF REA CO-OP POLE NO. 15V89, AT
 AB0891'A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0891'THE SOUTH HEADWALL, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0891'AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0790 ***********************************************************************
 CT0790  DESIGNATION -  M 44
 CT0790  PID         -  CT0790
 CT0790  STATE/COUNTY-  TX/JONES
 CT0790  USGS QUAD   -  LUEDERS WEST (1965)
 CT0790
 CT0790                         *CURRENT SURVEY CONTROL
 CT0790  ___________________________________________________________________
 CT0790* NAD 83(1986)-  32 48 58.     (N)    099 39 13.     (W)     SCALED    
 CT0790* NAVD 88     -       474.799  (meters)    1557.74   (feet)  ADJUSTED  
 CT0790  ___________________________________________________________________
 CT0790  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CT0790  DYNAMIC HT  -         474.193 (meters)    1555.75  (feet)  COMP
 CT0790  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 CT0790
 CT0790  VERT ORDER  -  SECOND    CLASS 0
 CT0790
 CT0790.The horizontal coordinates were scaled from a topographic map and have
 CT0790.an estimated accuracy of +/- 6 seconds.
 CT0790
 CT0790.The orthometric height was determined by differential leveling
 CT0790.and adjusted by the National Geodetic Survey in June 1991..
 CT0790
 CT0790.The geoid height was determined by GEOID03.
 CT0790
 CT0790.The dynamic height is computed by dividing the NAVD 88
 CT0790.geopotential number by the normal gravity value computed on the
 CT0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0790.degrees latitude (g = 980.6199 gals.).
 CT0790
 CT0790.The modeled gravity was interpolated from observed gravity values.
 CT0790
 CT0790;                    North         East    Units  Estimated Accuracy
 CT0790;SPC TXNC     - 2,128,060.      491,980.      MT  (+/- 180 meters Scaled)
 CT0790
 CT0790                          SUPERSEDED SURVEY CONTROL
 CT0790
 CT0790  NGVD 29 (??/??/92)  474.655  (m)         1557.26   (f) ADJ UNCH    2 0
 CT0790
 CT0790.Superseded values are not recommended for survey control.
 CT0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0790.See file dsdata.txt to determine how the superseded data were derived.
 CT0790
 CT0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB388310(NAD 83)
 CT0790_MARKER: DB = BENCH MARK DISK
 CT0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0790_STAMPING: M 44 1924
 CT0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0790+STABILITY: SURFACE MOTION
 CT0790
 CT0790  HISTORY     - Date     Condition        Report By
 CT0790  HISTORY     - 1924     MONUMENTED       USGS
 CT0790  HISTORY     - 1958     GOOD             NGS
 CT0790
 CT0790                          STATION DESCRIPTION
 CT0790
 CT0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0790'2.0 MI NW FROM LUEDERS.
 CT0790'2.0 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0790'FROM LUEDERS, JONES COUNTY, 0.3 MILE WEST OF MILEPOST 214, 47 FEET
 CT0790'SOUTH OF THE CENTER LINE OF THE TRACK, AND 4 FEET NORTH OF A FENCE. A
 CT0790'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 44 1924 AND
 CT0790'SET IN THE TOP OF A CONCRETE POST.  NOTE-- 35 FEET NORTHWEST OF A
 CT0790'STEEL GATE AT A PRIVATE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0040 ***********************************************************************
 DQ0040  DESIGNATION -  M 441
 DQ0040  PID         -  DQ0040
 DQ0040  STATE/COUNTY-  TX/HOCKLEY
 DQ0040  USGS QUAD   -  SMYER (1984)
 DQ0040
 DQ0040                         *CURRENT SURVEY CONTROL
 DQ0040  ___________________________________________________________________
 DQ0040* NAD 83(1986)-  33 35 28.     (N)    102 14 18.     (W)     SCALED    
 DQ0040* NAVD 88     -      1046.027  (meters)    3431.84   (feet)  ADJUSTED  
 DQ0040  ___________________________________________________________________
 DQ0040  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 DQ0040  DYNAMIC HT  -        1044.660 (meters)    3427.36  (feet)  COMP
 DQ0040  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 DQ0040
 DQ0040  VERT ORDER  -  SECOND    CLASS 0
 DQ0040
 DQ0040.The horizontal coordinates were scaled from a topographic map and have
 DQ0040.an estimated accuracy of +/- 6 seconds.
 DQ0040
 DQ0040.The orthometric height was determined by differential leveling
 DQ0040.and adjusted by the National Geodetic Survey in June 1991..
 DQ0040
 DQ0040.The geoid height was determined by GEOID03.
 DQ0040
 DQ0040.The dynamic height is computed by dividing the NAVD 88
 DQ0040.geopotential number by the normal gravity value computed on the
 DQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0040.degrees latitude (g = 980.6199 gals.).
 DQ0040
 DQ0040.The modeled gravity was interpolated from observed gravity values.
 DQ0040
 DQ0040;                    North         East    Units  Estimated Accuracy
 DQ0040;SPC TXNC     - 2,219,580.      253,090.      MT  (+/- 180 meters Scaled)
 DQ0040
 DQ0040                          SUPERSEDED SURVEY CONTROL
 DQ0040
 DQ0040  NGVD 29 (??/??/92) 1045.635  (m)         3430.55   (f) ADJ UNCH    2 0
 DQ0040
 DQ0040.Superseded values are not recommended for survey control.
 DQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0040.See file dsdata.txt to determine how the superseded data were derived.
 DQ0040
 DQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT562202(NAD 83)
 DQ0040_MARKER: DB = BENCH MARK DISK
 DQ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0040_STAMPING: M 441 1934
 DQ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0040+STABILITY: SURFACE MOTION
 DQ0040
 DQ0040  HISTORY     - Date     Condition        Report By
 DQ0040  HISTORY     - 1934     MONUMENTED       CGS
 DQ0040  HISTORY     - 1956     POOR             NGS
 DQ0040  HISTORY     - 1979     MARK NOT FOUND   USGS
 DQ0040  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 DQ0040
 DQ0040                          STATION DESCRIPTION
 DQ0040
 DQ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0040'4.2 MI W FROM SMYER.
 DQ0040'4.2 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0040'STATION AT SMYER, HOCKLEY COUNTY, 90 YARDS WEST OF A CUT, 78 FEET
 DQ0040'NORTH OF THE CENTERLINE OF THE TRACK, 42 FEET SOUTH OF THE CENTERLINE
 DQ0040'OF A ROAD, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 DQ0040'DISK, STAMPED M 441 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 DQ0040'POST HAD BEEN HIT BY ROAD MACHINERY.  TABLET TORN FREE WITH EAST SIDE
 DQ0040'OF THE TOP OF POST WAS RE-CEMENTED IN POSITION.
 DQ0040
 DQ0040                          STATION RECOVERY (1979)
 DQ0040
 DQ0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 DQ0040'MARK NOT FOUND.
 DQ0040
 DQ0040                          STATION RECOVERY (1994)
 DQ0040
 DQ0040'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0102 ***********************************************************************
 DQ0102  DESIGNATION -  M 442
 DQ0102  PID         -  DQ0102
 DQ0102  STATE/COUNTY-  TX/TERRY
 DQ0102  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0102
 DQ0102                         *CURRENT SURVEY CONTROL
 DQ0102  ___________________________________________________________________
 DQ0102* NAD 83(1986)-  33 10 53.     (N)    102 22 07.     (W)     SCALED    
 DQ0102* NAVD 88     -      1023.511  (meters)    3357.97   (feet)  POSTED    
 DQ0102  ___________________________________________________________________
 DQ0102  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 DQ0102  DYNAMIC HT  -        1022.150 (meters)    3353.50  (feet)  COMP
 DQ0102  MODELED GRAV-     979,270.2   (mgal)                       NAVD 88
 DQ0102
 DQ0102  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DQ0102
 DQ0102.The horizontal coordinates were scaled from a topographic map and have
 DQ0102.an estimated accuracy of +/- 6 seconds.
 DQ0102
 DQ0102.The orthometric height was determined by differential leveling
 DQ0102.and adjusted by the National Geodetic Survey in 1992..
 DQ0102.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DQ0102.rate of 1.1 thru 2.0 mm/km.
 DQ0102
 DQ0102.The geoid height was determined by GEOID03.
 DQ0102
 DQ0102.The dynamic height is computed by dividing the NAVD 88
 DQ0102.geopotential number by the normal gravity value computed on the
 DQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0102.degrees latitude (g = 980.6199 gals.).
 DQ0102
 DQ0102.The modeled gravity was interpolated from observed gravity values.
 DQ0102
 DQ0102;                    North         East    Units  Estimated Accuracy
 DQ0102;SPC TXNC     - 2,174,610.      239,330.      MT  (+/- 180 meters Scaled)
 DQ0102
 DQ0102                          SUPERSEDED SURVEY CONTROL
 DQ0102
 DQ0102  NGVD 29 (??/??/92) 1023.146  (m)         3356.77   (f) ADJ UNCH    2 0
 DQ0102
 DQ0102.Superseded values are not recommended for survey control.
 DQ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0102.See file dsdata.txt to determine how the superseded data were derived.
 DQ0102
 DQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS453744(NAD 83)
 DQ0102_MARKER: DB = BENCH MARK DISK
 DQ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0102_STAMPING: M-442 1934
 DQ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0102+STABILITY: SURFACE MOTION
 DQ0102
 DQ0102  HISTORY     - Date     Condition        Report By
 DQ0102  HISTORY     - 1934     MONUMENTED       CGS
 DQ0102
 DQ0102                          STATION DESCRIPTION
 DQ0102
 DQ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0102'4.9 MI W FROM BROWNFIELD.
 DQ0102'4.9 MI. W. OF STA. ALONG U.S. NO. 380 (0.5 MI. E. OF GOMEZ) 40 FT. N.
 DQ0102'OF THE CENTER LINE OF HWY., AND 15 FT. W. OF L CORNER IN N. RIGHT OF
 DQ0102'WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0683 ***********************************************************************
 CU0683  DESIGNATION -  M 444
 CU0683  PID         -  CU0683
 CU0683  STATE/COUNTY-  TX/DAWSON
 CU0683  USGS QUAD   -  SPARENBERG (1970)
 CU0683
 CU0683                         *CURRENT SURVEY CONTROL
 CU0683  ___________________________________________________________________
 CU0683* NAD 83(1986)-  32 34 04.     (N)    101 45 18.     (W)     SCALED    
 CU0683* NAVD 88     -       860.163  (meters)    2822.05   (feet)  ADJUSTED  
 CU0683  ___________________________________________________________________
 CU0683  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CU0683  DYNAMIC HT  -         859.020 (meters)    2818.30  (feet)  COMP
 CU0683  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 CU0683
 CU0683  VERT ORDER  -  SECOND    CLASS 0
 CU0683
 CU0683.The horizontal coordinates were scaled from a topographic map and have
 CU0683.an estimated accuracy of +/- 6 seconds.
 CU0683
 CU0683.The orthometric height was determined by differential leveling
 CU0683.and adjusted by the National Geodetic Survey in June 1991..
 CU0683
 CU0683.The geoid height was determined by GEOID03.
 CU0683
 CU0683.The dynamic height is computed by dividing the NAVD 88
 CU0683.geopotential number by the normal gravity value computed on the
 CU0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0683.degrees latitude (g = 980.6199 gals.).
 CU0683
 CU0683.The modeled gravity was interpolated from observed gravity values.
 CU0683
 CU0683;                    North         East    Units  Estimated Accuracy
 CU0683;SPC TXNC     - 2,104,660.      294,410.      MT  (+/- 180 meters Scaled)
 CU0683
 CU0683                          SUPERSEDED SURVEY CONTROL
 CU0683
 CU0683  NGVD 29 (??/??/92)  859.86   (m)         2821.1    (f) COMPUTED    2 0
 CU0683
 CU0683.Superseded values are not recommended for survey control.
 CU0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0683.See file dsdata.txt to determine how the superseded data were derived.
 CU0683
 CU0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB413067(NAD 83)
 CU0683_MARKER: DB = BENCH MARK DISK
 CU0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0683_STAMPING: M-444 1934
 CU0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0683+STABILITY: SURFACE MOTION
 CU0683
 CU0683  HISTORY     - Date     Condition        Report By
 CU0683  HISTORY     - 1934     MONUMENTED       CGS
 CU0683  HISTORY     - 1950     MARK NOT FOUND   LOCSUR
 CU0683
 CU0683                          STATION DESCRIPTION
 CU0683
 CU0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0683'16.2 MI SE FROM LAMESA.
 CU0683'16.2 MI. S.E. OF COURTHOUSE ALONG U.S. NO. 385 320 FT. S. OF A FENCE
 CU0683'CORNER, 50 FT. E. OF THE CENTER LINE OF HWY., AND 3 FT. W. OF THE
 CU0683'RIGHT OF WAY FENCE LINE.
 CU0683
 CU0683                          STATION RECOVERY (1950)
 CU0683
 CU0683'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1950
 CU0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0279 ***********************************************************************
 DP0279  DESIGNATION -  M 445
 DP0279  PID         -  DP0279
 DP0279  STATE/COUNTY-  TX/GARZA
 DP0279  USGS QUAD   -  POST WEST (1969)
 DP0279
 DP0279                         *CURRENT SURVEY CONTROL
 DP0279  ___________________________________________________________________
 DP0279* NAD 83(1986)-  33 11 18.     (N)    101 23 53.     (W)     SCALED    
 DP0279* NAVD 88     -       799.322  (meters)    2622.44   (feet)  ADJUSTED  
 DP0279  ___________________________________________________________________
 DP0279  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 DP0279  DYNAMIC HT  -         798.287 (meters)    2619.05  (feet)  COMP
 DP0279  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 DP0279
 DP0279  VERT ORDER  -  SECOND    CLASS 0
 DP0279
 DP0279.The horizontal coordinates were scaled from a topographic map and have
 DP0279.an estimated accuracy of +/- 6 seconds.
 DP0279
 DP0279.The orthometric height was determined by differential leveling
 DP0279.and adjusted by the National Geodetic Survey in June 1991..
 DP0279
 DP0279.The geoid height was determined by GEOID03.
 DP0279
 DP0279.The dynamic height is computed by dividing the NAVD 88
 DP0279.geopotential number by the normal gravity value computed on the
 DP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0279.degrees latitude (g = 980.6199 gals.).
 DP0279
 DP0279.The modeled gravity was interpolated from observed gravity values.
 DP0279
 DP0279;                    North         East    Units  Estimated Accuracy
 DP0279;SPC TXNC     - 2,172,470.      329,810.      MT  (+/- 180 meters Scaled)
 DP0279
 DP0279                          SUPERSEDED SURVEY CONTROL
 DP0279
 DP0279  NGVD 29 (??/??/92)  798.873  (m)         2620.97   (f) ADJ UNCH    2 0
 DP0279
 DP0279.Superseded values are not recommended for survey control.
 DP0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0279.See file dsdata.txt to determine how the superseded data were derived.
 DP0279
 DP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB764747(NAD 83)
 DP0279_MARKER: DB = BENCH MARK DISK
 DP0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0279_SP_SET: ABUTMENT
 DP0279_STAMPING: M 445 1934
 DP0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0279
 DP0279  HISTORY     - Date     Condition        Report By
 DP0279  HISTORY     - 1934     MONUMENTED       CGS
 DP0279  HISTORY     - 1950     GOOD             NGS
 DP0279
 DP0279                          STATION DESCRIPTION
 DP0279
 DP0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DP0279'1.1 MI W FROM POST.
 DP0279'1.1 MILES WEST ALONG U. S. HIGHWAY 380 AND STATE HIGHWAY 84 FROM THE
 DP0279'COURTHOUSE AT POST, GARZA COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF
 DP0279'THE EAST END OF THE NORTH ABUTMENT, 14 FEET NORTH OF THE CENTERLINE OF
 DP0279'THE HIGHWAY, AND 26 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED M
 DP0279'445 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0675 ***********************************************************************
 CU0675  DESIGNATION -  M 446
 CU0675  PID         -  CU0675
 CU0675  STATE/COUNTY-  TX/BORDEN
 CU0675  USGS QUAD   -  HOLLOWAY CANYON (1969)
 CU0675
 CU0675                         *CURRENT SURVEY CONTROL
 CU0675  ___________________________________________________________________
 CU0675* NAD 83(1986)-  32 46 24.     (N)    101 35 31.     (W)     SCALED    
 CU0675* NAVD 88     -       794.419  (meters)    2606.36   (feet)  ADJUSTED  
 CU0675  ___________________________________________________________________
 CU0675  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CU0675  DYNAMIC HT  -         793.376 (meters)    2602.93  (feet)  COMP
 CU0675  MODELED GRAV-     979,298.2   (mgal)                       NAVD 88
 CU0675
 CU0675  VERT ORDER  -  SECOND    CLASS 0
 CU0675
 CU0675.The horizontal coordinates were scaled from a topographic map and have
 CU0675.an estimated accuracy of +/- 6 seconds.
 CU0675
 CU0675.The orthometric height was determined by differential leveling
 CU0675.and adjusted by the National Geodetic Survey in June 1991..
 CU0675
 CU0675.The geoid height was determined by GEOID03.
 CU0675
 CU0675.The dynamic height is computed by dividing the NAVD 88
 CU0675.geopotential number by the normal gravity value computed on the
 CU0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0675.degrees latitude (g = 980.6199 gals.).
 CU0675
 CU0675.The modeled gravity was interpolated from observed gravity values.
 CU0675
 CU0675;                    North         East    Units  Estimated Accuracy
 CU0675;SPC TXNC     - 2,126,980.      310,390.      MT  (+/- 180 meters Scaled)
 CU0675
 CU0675                          SUPERSEDED SURVEY CONTROL
 CU0675
 CU0675  NGVD 29 (??/??/92)  794.094  (m)         2605.29   (f) ADJ UNCH    2 0
 CU0675
 CU0675.Superseded values are not recommended for survey control.
 CU0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0675.See file dsdata.txt to determine how the superseded data were derived.
 CU0675
 CU0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB572291(NAD 83)
 CU0675_MARKER: DB = BENCH MARK DISK
 CU0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0675_STAMPING: M 446 1934
 CU0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0675+STABILITY: SURFACE MOTION
 CU0675
 CU0675  HISTORY     - Date     Condition        Report By
 CU0675  HISTORY     - 1934     MONUMENTED       CGS
 CU0675
 CU0675                          STATION DESCRIPTION
 CU0675
 CU0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0675'10.6 MI W FROM GAIL.
 CU0675'10.6 MILES WEST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CU0675'GAIL, BORDEN COUNTY, 0.1 MILE WEST OF A BRIDGE, 125 FEET WEST OF A
 CU0675'DITCH, 31 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 CU0675'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 446 1934
 CU0675'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS ON THE OLD
 CU0675'HIGHWAY AND NORTH OF THE PRESENT PAVED HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0023 ***********************************************************************
 CV0023  DESIGNATION -  M 447 RESET 1935
 CV0023  PID         -  CV0023
 CV0023  STATE/COUNTY-  TX/DAWSON
 CV0023  USGS QUAD   -  PATRICIA NE (1970)
 CV0023
 CV0023                         *CURRENT SURVEY CONTROL
 CV0023  ___________________________________________________________________
 CV0023* NAD 83(1986)-  32 43 07.     (N)    102 02 53.     (W)     SCALED    
 CV0023* NAVD 88     -       908.93   (meters)    2982.0    (feet)  RESET     
 CV0023  ___________________________________________________________________
 CV0023  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CV0023
 CV0023  VERT ORDER  -  THIRD
 CV0023
 CV0023.The horizontal coordinates were scaled from a topographic map and have
 CV0023.an estimated accuracy of +/- 6 seconds.
 CV0023
 CV0023.The orthometric height was computed from unverified reset data.
 CV0023
 CV0023.The geoid height was determined by GEOID03.
 CV0023
 CV0023;                    North         East    Units  Estimated Accuracy
 CV0023;SPC TXNC     - 2,122,270.      267,470.      MT  (+/- 180 meters Scaled)
 CV0023
 CV0023                          SUPERSEDED SURVEY CONTROL
 CV0023
 CV0023.No superseded survey control is available for this station.
 CV0023
 CV0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS766239(NAD 83)
 CV0023_MARKER: DB = BENCH MARK DISK
 CV0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0023_STAMPING: M 447 RESET 1935
 CV0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0023+STABILITY: SURFACE MOTION
 CV0023
 CV0023  HISTORY     - Date     Condition        Report By
 CV0023  HISTORY     - 1935     MONUMENTED       TXHD
 CV0023  HISTORY     - 1939     MARK NOT FOUND   NGS
 CV0023  HISTORY     - 1970     MARK NOT FOUND   USGS
 CV0023
 CV0023                          STATION DESCRIPTION
 CV0023
 CV0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CV0023'5.9 MI W FROM LAMESA.
 CV0023'5.9 MILES WEST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT LAMESA,
 CV0023'DAWSON COUNTY, 0.2 MILE EAST OF A FARMHOUSE AND WINDMILL ON THE SOUTH
 CV0023'SIDE OF THE HIGHWAY, 345 FEET WEST OF A T-ANGLE IN THE FENCE, AT
 CV0023'HIGHWAY 1858+32, 37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 CV0023'1.0 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M
 CV0023'447 RESET 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CV0023
 CV0023                          STATION RECOVERY (1970)
 CV0023
 CV0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CV0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0269 ***********************************************************************
 BN0269  DESIGNATION -  M 448
 BN0269  PID         -  BN0269
 BN0269  STATE/COUNTY-  TX/MASON
 BN0269  USGS QUAD   -  LONG MOUNTAIN (1970)
 BN0269
 BN0269                         *CURRENT SURVEY CONTROL
 BN0269  ___________________________________________________________________
 BN0269* NAD 83(1986)-  30 45 56.     (N)    099 28 13.     (W)     SCALED    
 BN0269* NAVD 88     -       544.638  (meters)    1786.87   (feet)  ADJUSTED  
 BN0269  ___________________________________________________________________
 BN0269  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 BN0269  DYNAMIC HT  -         543.885 (meters)    1784.40  (feet)  COMP
 BN0269  MODELED GRAV-     979,241.8   (mgal)                       NAVD 88
 BN0269
 BN0269  VERT ORDER  -  SECOND    CLASS 0
 BN0269
 BN0269.The horizontal coordinates were scaled from a topographic map and have
 BN0269.an estimated accuracy of +/- 6 seconds.
 BN0269
 BN0269.The orthometric height was determined by differential leveling
 BN0269.and adjusted by the National Geodetic Survey in June 1991..
 BN0269
 BN0269.The geoid height was determined by GEOID03.
 BN0269
 BN0269.The dynamic height is computed by dividing the NAVD 88
 BN0269.geopotential number by the normal gravity value computed on the
 BN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0269.degrees latitude (g = 980.6199 gals.).
 BN0269
 BN0269.The modeled gravity was interpolated from observed gravity values.
 BN0269
 BN0269;                    North         East    Units  Estimated Accuracy
 BN0269;SPC TX C     - 3,122,140.      782,620.      MT  (+/- 180 meters Scaled)
 BN0269
 BN0269                          SUPERSEDED SURVEY CONTROL
 BN0269
 BN0269  NGVD 29 (??/??/92)  544.585  (m)         1786.69   (f) ADJ UNCH    2 0
 BN0269
 BN0269.Superseded values are not recommended for survey control.
 BN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0269.See file dsdata.txt to determine how the superseded data were derived.
 BN0269
 BN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV549037(NAD 83)
 BN0269_MARKER: DB = BENCH MARK DISK
 BN0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0269_STAMPING: M 448 1935
 BN0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0269+STABILITY: SURFACE MOTION
 BN0269
 BN0269  HISTORY     - Date     Condition        Report By
 BN0269  HISTORY     - 1935     MONUMENTED       CGS
 BN0269  HISTORY     - 1953     GOOD             NGS
 BN0269
 BN0269                          STATION DESCRIPTION
 BN0269
 BN0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0269'9.25 MI NE FROM LONDON.
 BN0269'9.0 MILES NORTHEAST ALONG U.S. HIGHWAY 377 FRO THE POST OFFICE AT
 BN0269'LONDON, THENCE 0.25 MILE WEST ALONG A GRADED DIRT ROAD, 0.15 MILE EAST
 BN0269'OF A FARMHOUSE, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33 FEET
 BN0269'SOUTHEAST OF A POWER POLE, 1.3 FEET NORTH OF A FENCE, 1.5 FEET NORTH
 BN0269'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BN0269'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0341 ***********************************************************************
 BN0341  DESIGNATION -  M 449
 BN0341  PID         -  BN0341
 BN0341  STATE/COUNTY-  TX/KIMBLE
 BN0341  USGS QUAD   -  MUDGE DRAW (1974)
 BN0341
 BN0341                         *CURRENT SURVEY CONTROL
 BN0341  ___________________________________________________________________
 BN0341* NAD 83(1986)-  30 18 42.     (N)    099 33 52.     (W)     SCALED    
 BN0341* NAVD 88     -       638.064  (meters)    2093.38   (feet)  ADJUSTED  
 BN0341  ___________________________________________________________________
 BN0341  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BN0341  DYNAMIC HT  -         637.147 (meters)    2090.37  (feet)  COMP
 BN0341  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 BN0341
 BN0341  VERT ORDER  -  SECOND    CLASS 0
 BN0341
 BN0341.The horizontal coordinates were scaled from a topographic map and have
 BN0341.an estimated accuracy of +/- 6 seconds.
 BN0341
 BN0341.The orthometric height was determined by differential leveling
 BN0341.and adjusted by the National Geodetic Survey in June 1991..
 BN0341
 BN0341.The geoid height was determined by GEOID03.
 BN0341
 BN0341.The dynamic height is computed by dividing the NAVD 88
 BN0341.geopotential number by the normal gravity value computed on the
 BN0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0341.degrees latitude (g = 980.6199 gals.).
 BN0341
 BN0341.The modeled gravity was interpolated from observed gravity values.
 BN0341
 BN0341;                    North         East    Units  Estimated Accuracy
 BN0341;SPC TX C     - 3,071,760.      773,950.      MT  (+/- 180 meters Scaled)
 BN0341
 BN0341                          SUPERSEDED SURVEY CONTROL
 BN0341
 BN0341  NGVD 29 (??/??/92)  638.006  (m)         2093.19   (f) ADJ UNCH    2 0
 BN0341
 BN0341.Superseded values are not recommended for survey control.
 BN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0341.See file dsdata.txt to determine how the superseded data were derived.
 BN0341
 BN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU457534(NAD 83)
 BN0341_MARKER: DB = BENCH MARK DISK
 BN0341_SETTING: 66 = SET IN ROCK OUTCROP
 BN0341_SP_SET: ROCK OUTCROP
 BN0341_STAMPING: M 449 1935
 BN0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0341+STABILITY: POSITION/ELEVATION WELL
 BN0341
 BN0341  HISTORY     - Date     Condition        Report By
 BN0341  HISTORY     - 1935     MONUMENTED       CGS
 BN0341  HISTORY     - 1974     GOOD             USGS
 BN0341
 BN0341                          STATION DESCRIPTION
 BN0341
 BN0341'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 BN0341'9.7 MI SE FROM SEGOVIA.
 BN0341'9.7 MI SE ALONG STATE HWY 27 FROM PO AT SEGOVIA.  CENTER OVERPASS OVER
 BN0341'IH 10 AT SEGOVIA.  7.0 MILES SE ALONG IH 10 TO EXIT 472.  0.1 MILES ON
 BN0341'EXIT RAMP TO SERVICE ROAD.  4.1 MILES SE ALONG SERVICE ROAD TO DRIVE
 BN0341'INTO STAPP AND MCNUTT RANCHES.  0.4 MILES ALONG PAVED DRIVE TO CATTLE
 BN0341'GUARD INTO RANCH YARD.  CONTINUE STRAIGHT AHEAD ON OLD HWY 27 SCARFOR
 BN0341'0.4 MILES.  50 FT SW CENTER OLD HWY SCAR.  20 FT SW OF FENCE. IN
 BN0341'LIMESTONE OUTCROP FLUSH WITH GROUND.  A STANDARD DISK, STAMPED M 449
 BN0341'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0892 ***********************************************************************
 AB0892  DESIGNATION -  M 45
 AB0892  PID         -  AB0892
 AB0892  STATE/COUNTY-  TX/CAMERON
 AB0892  USGS QUAD   -  LA PALOMA (1970)
 AB0892
 AB0892                         *CURRENT SURVEY CONTROL
 AB0892  ___________________________________________________________________
 AB0892* NAD 83(1986)-  26 03 03.     (N)    097 43 56.     (W)     SCALED    
 AB0892* NAVD 88     -        15.793  (meters)      51.81   (feet)  ADJUSTED  
 AB0892  ___________________________________________________________________
 AB0892  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AB0892  DYNAMIC HT  -          15.767 (meters)      51.73  (feet)  COMP
 AB0892  MODELED GRAV-     979,018.8   (mgal)                       NAVD 88
 AB0892
 AB0892  VERT ORDER  -  SECOND    CLASS 0
 AB0892
 AB0892.The horizontal coordinates were scaled from a topographic map and have
 AB0892.an estimated accuracy of +/- 6 seconds.
 AB0892
 AB0892.The orthometric height was determined by differential leveling
 AB0892.and adjusted by the National Geodetic Survey in June 1991..
 AB0892
 AB0892.The geoid height was determined by GEOID03.
 AB0892
 AB0892.The dynamic height is computed by dividing the NAVD 88
 AB0892.geopotential number by the normal gravity value computed on the
 AB0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0892.degrees latitude (g = 980.6199 gals.).
 AB0892
 AB0892.The modeled gravity was interpolated from observed gravity values.
 AB0892
 AB0892;                    North         East    Units  Estimated Accuracy
 AB0892;SPC TX S     - 5,042,800.      376,840.      MT  (+/- 180 meters Scaled)
 AB0892
 AB0892                          SUPERSEDED SURVEY CONTROL
 AB0892
 AB0892  NGVD 29 (??/??/92)   15.897  (m)           52.16   (f) ADJ UNCH    2 0
 AB0892
 AB0892.Superseded values are not recommended for survey control.
 AB0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0892.See file dsdata.txt to determine how the superseded data were derived.
 AB0892
 AB0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP268819(NAD 83)
 AB0892_MARKER: DD = SURVEY DISK
 AB0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0892_SP_SET: CULVERT
 AB0892_STAMPING: M 45 52.12
 AB0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0892
 AB0892  HISTORY     - Date     Condition        Report By
 AB0892  HISTORY     - UNK      MONUMENTED
 AB0892  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0892
 AB0892                          STATION DESCRIPTION
 AB0892
 AB0892'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0892'2.2 MI W FROM LANDRUM.
 AB0892'2.2 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0892'LANDRUM, CAMERON COUNTY, 84 FEET WEST OF REA CO-OP POLE NO. 15V94, AT
 AB0892'A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0892'THE SOUTH HEADWALL, 17.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0892'AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1121 ***********************************************************************
 AY1121  DESIGNATION -  M 450
 AY1121  PID         -  AY1121
 AY1121  STATE/COUNTY-  TX/BANDERA
 AY1121  USGS QUAD   -  A BAR A RANCH (1982)
 AY1121
 AY1121                         *CURRENT SURVEY CONTROL
 AY1121  ___________________________________________________________________
 AY1121* NAD 83(1986)-  29 49 49.     (N)    099 16 14.     (W)     SCALED    
 AY1121* NAVD 88     -       453.636  (meters)    1488.30   (feet)  ADJUSTED  
 AY1121  ___________________________________________________________________
 AY1121  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 AY1121  DYNAMIC HT  -         452.983 (meters)    1486.16  (feet)  COMP
 AY1121  MODELED GRAV-     979,189.2   (mgal)                       NAVD 88
 AY1121
 AY1121  VERT ORDER  -  SECOND    CLASS 0
 AY1121
 AY1121.The horizontal coordinates were scaled from a topographic map and have
 AY1121.an estimated accuracy of +/- 6 seconds.
 AY1121
 AY1121.The orthometric height was determined by differential leveling
 AY1121.and adjusted by the National Geodetic Survey in June 1991..
 AY1121
 AY1121.The geoid height was determined by GEOID03.
 AY1121
 AY1121.The dynamic height is computed by dividing the NAVD 88
 AY1121.geopotential number by the normal gravity value computed on the
 AY1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1121.degrees latitude (g = 980.6199 gals.).
 AY1121
 AY1121.The modeled gravity was interpolated from observed gravity values.
 AY1121
 AY1121;                    North         East    Units  Estimated Accuracy
 AY1121;SPC TXSC     - 4,221,350.      573,850.      MT  (+/- 180 meters Scaled)
 AY1121
 AY1121                          SUPERSEDED SURVEY CONTROL
 AY1121
 AY1121  NGVD 29 (??/??/92)  453.533  (m)         1487.97   (f) ADJ UNCH    2 0
 AY1121
 AY1121.Superseded values are not recommended for survey control.
 AY1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1121.See file dsdata.txt to determine how the superseded data were derived.
 AY1121
 AY1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU738000(NAD 83)
 AY1121_MARKER: DB = BENCH MARK DISK
 AY1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1121_STAMPING: M 450 1935
 AY1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1121+STABILITY: SURFACE MOTION
 AY1121
 AY1121  HISTORY     - Date     Condition        Report By
 AY1121  HISTORY     - 1935     MONUMENTED       CGS
 AY1121  HISTORY     - 1953     POOR             NGS
 AY1121  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1121
 AY1121                          STATION DESCRIPTION
 AY1121
 AY1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1121'21.0 MI SW FROM KERRVILLE.
 AY1121'21.0 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1121'KERRVILLE, 52 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 94
 AY1121'FEET SOUTH OF THE SOUTH BANK OF A DEEP DITCH, 4.6 FEET SOUTHWEST OF A
 AY1121'FENCE, 2 FEET EAST OF A WITNESS POST, 2.1 MILES NORTHWEST OF BENCH
 AY1121'MARK N 450, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 AY1121'ABOVE THE GROUND.  NOTE-- THIS MARK IS LEANING ABOUT 20 DEGREES.
 AY1121
 AY1121                          STATION RECOVERY (1990)
 AY1121
 AY1121'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0246 ***********************************************************************
 CD0246  DESIGNATION -  M 451
 CD0246  PID         -  CD0246
 CD0246  STATE/COUNTY-  TX/CULBERSON
 CD0246  USGS QUAD   -  VICTORIO PEAK (1973)
 CD0246
 CD0246                         *CURRENT SURVEY CONTROL
 CD0246  ___________________________________________________________________
 CD0246* NAD 83(1986)-  31 18 54.     (N)    104 49 40.     (W)     SCALED    
 CD0246* NAVD 88     -      1115.547  (meters)    3659.92   (feet)  ADJUSTED  
 CD0246  ___________________________________________________________________
 CD0246  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CD0246  DYNAMIC HT  -        1113.828 (meters)    3654.28  (feet)  COMP
 CD0246  MODELED GRAV-     979,061.5   (mgal)                       NAVD 88
 CD0246
 CD0246  VERT ORDER  -  SECOND    CLASS 0
 CD0246
 CD0246.The horizontal coordinates were scaled from a topographic map and have
 CD0246.an estimated accuracy of +/- 6 seconds.
 CD0246
 CD0246.The orthometric height was determined by differential leveling
 CD0246.and adjusted by the National Geodetic Survey in June 1991..
 CD0246
 CD0246.The geoid height was determined by GEOID03.
 CD0246
 CD0246.The dynamic height is computed by dividing the NAVD 88
 CD0246.geopotential number by the normal gravity value computed on the
 CD0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0246.degrees latitude (g = 980.6199 gals.).
 CD0246
 CD0246.The modeled gravity was interpolated from observed gravity values.
 CD0246
 CD0246;                    North         East    Units  Estimated Accuracy
 CD0246;SPC TX C     - 3,191,370.      272,340.      MT  (+/- 180 meters Scaled)
 CD0246
 CD0246                          SUPERSEDED SURVEY CONTROL
 CD0246
 CD0246  NGVD 29 (??/??/92) 1115.082  (m)         3658.40   (f) ADJ UNCH    2 0
 CD0246
 CD0246.Superseded values are not recommended for survey control.
 CD0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0246.See file dsdata.txt to determine how the superseded data were derived.
 CD0246
 CD0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ163645(NAD 83)
 CD0246_MARKER: DB = BENCH MARK DISK
 CD0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0246_STAMPING: M 451 1934
 CD0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0246+STABILITY: SURFACE MOTION
 CD0246
 CD0246  HISTORY     - Date     Condition        Report By
 CD0246  HISTORY     - 1934     MONUMENTED       CGS
 CD0246  HISTORY     - 1958     GOOD             NGS
 CD0246
 CD0246                          STATION DESCRIPTION
 CD0246
 CD0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0246'21.0 MI N FROM VAN HORN.
 CD0246'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0246'STATION AT VAN HORN, THENCE ABOUT 20.85 MILES NORTH ALONG STATE
 CD0246'HIGHWAY 54.  60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.8
 CD0246'MILE SOUTH OF A PRIVATE ROAD LEADING WEST TO A RANCH HOUSE, 26 FEET
 CD0246'WEST OF A FENCE, 40 FEET SOUTHEAST OF THE CENTER OF A SMALL DYKE, 2
 CD0246'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 CD0246'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CD0246'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0502 ***********************************************************************
 BP0502  DESIGNATION -  M 452
 BP0502  PID         -  BP0502
 BP0502  STATE/COUNTY-  TX/JEFF DAVIS
 BP0502  USGS QUAD   -  ANTELOPE FLAT (1972)
 BP0502
 BP0502                         *CURRENT SURVEY CONTROL
 BP0502  ___________________________________________________________________
 BP0502* NAD 83(1986)-  30 57 17.     (N)    103 53 23.     (W)     SCALED    
 BP0502* NAVD 88     -      1106.194  (meters)    3629.24   (feet)  POSTED    
 BP0502  ___________________________________________________________________
 BP0502  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 BP0502  DYNAMIC HT  -        1104.490 (meters)    3623.65  (feet)  COMP
 BP0502  MODELED GRAV-     979,065.7   (mgal)                       NAVD 88
 BP0502
 BP0502  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0502
 BP0502.The horizontal coordinates were scaled from a topographic map and have
 BP0502.an estimated accuracy of +/- 6 seconds.
 BP0502
 BP0502.The orthometric height was determined by differential leveling
 BP0502.and adjusted by the National Geodetic Survey in 1992..
 BP0502.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0502.rate of 0.0 thru 1.0 mm/km.
 BP0502
 BP0502.The geoid height was determined by GEOID03.
 BP0502
 BP0502.The dynamic height is computed by dividing the NAVD 88
 BP0502.geopotential number by the normal gravity value computed on the
 BP0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0502.degrees latitude (g = 980.6199 gals.).
 BP0502
 BP0502.The modeled gravity was interpolated from observed gravity values.
 BP0502
 BP0502;                    North         East    Units  Estimated Accuracy
 BP0502;SPC TX C     - 3,148,220.      360,290.      MT  (+/- 180 meters Scaled)
 BP0502
 BP0502                          SUPERSEDED SURVEY CONTROL
 BP0502
 BP0502  NGVD 29 (??/??/92) 1105.809  (m)         3627.97   (f) ADJ UNCH    2 0
 BP0502
 BP0502.Superseded values are not recommended for survey control.
 BP0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0502.See file dsdata.txt to determine how the superseded data were derived.
 BP0502
 BP0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ060251(NAD 83)
 BP0502_MARKER: DB = BENCH MARK DISK
 BP0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0502_STAMPING: M 452 1934 3628.113
 BP0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0502+STABILITY: SURFACE MOTION
 BP0502
 BP0502  HISTORY     - Date     Condition        Report By
 BP0502  HISTORY     - 1934     MONUMENTED       CGS
 BP0502  HISTORY     - 1958     GOOD             NGS
 BP0502
 BP0502                          STATION DESCRIPTION
 BP0502
 BP0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0502'6.45 MI NW FROM TOYAHVALE.
 BP0502'ABOUT 6.45 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST
 BP0502'OFFICE AT TOYAHVALE, 53 1/2 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF
 BP0502'THE HIGHWAY, 0.3 MILE SOUTHEAST OF A CONCRETE HIGHWAY BRIDGE, 0.15
 BP0502'MILE NORTHWEST OF A CURVE IN THE HIGHWAY, SOUTH-SOUTHWEST OF AND
 BP0502'ACROSS THE HIGHWAY FROM A SQUARE CONCRETE TANK, 146 FEET SOUTHEAST OF
 BP0502'THE SOUTHEAST END OF A CONCRETE HEADWALL OF A 2-CHANNEL CULVERT, 3
 BP0502'FEET SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS
 BP0502'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP
 BP0502'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0253 ***********************************************************************
 BP0253  DESIGNATION -  M 453 RESET 1962
 BP0253  PID         -  BP0253
 BP0253  STATE/COUNTY-  TX/PECOS
 BP0253  USGS QUAD   -  BELDING NW (1970)
 BP0253
 BP0253                         *CURRENT SURVEY CONTROL
 BP0253  ___________________________________________________________________
 BP0253* NAD 83(1986)-  30 55 27.     (N)    103 12 39.     (W)     SCALED    
 BP0253* NAVD 88     -       933.00   (+/-2cm)    3061.0    (feet)  VERTCON   
 BP0253  ___________________________________________________________________
 BP0253  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 BP0253
 BP0253  VERT ORDER  -  THIRD (See Below)
 BP0253
 BP0253.The horizontal coordinates were scaled from a topographic map and have
 BP0253.an estimated accuracy of +/- 6 seconds.
 BP0253
 BP0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0253.The vertical order pertains to the NGVD 29 superseded value.
 BP0253
 BP0253.The geoid height was determined by GEOID03.
 BP0253
 BP0253;                    North         East    Units  Estimated Accuracy
 BP0253;SPC TX C     - 3,142,960.      425,030.      MT  (+/- 180 meters Scaled)
 BP0253
 BP0253                          SUPERSEDED SURVEY CONTROL
 BP0253
 BP0253  NGVD 29 (01/29/03)  932.65   (m)         3059.9    (f) RESET       3  
 BP0253
 BP0253.Superseded values are not recommended for survey control.
 BP0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0253.See file dsdata.txt to determine how the superseded data were derived.
 BP0253
 BP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ709225(NAD 83)
 BP0253_MARKER: DB = BENCH MARK DISK
 BP0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0253_STAMPING: M 453 RESET 1962
 BP0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0253+STABILITY: SURFACE MOTION
 BP0253
 BP0253  HISTORY     - Date     Condition        Report By
 BP0253  HISTORY     - 1962     MONUMENTED       CGS
 BP0253
 BP0253                          STATION DESCRIPTION
 BP0253
 BP0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BP0253'19.9 MI W FROM FORT STOCKTON.
 BP0253'ABOUT 10.3 MILES WEST ALONG U.S. HIGHWAYS 67 AND 290 FROM THE
 BP0253'PANHANDLE AND SANTA FE RAILROAD STATION AT FORT STOCKTON TO WHERE THE
 BP0253'HIGHWAYS SEPARATE, THENCE 9.6 MILES TO BENCH MARK ON RIGHT, 150 FEET
 BP0253'NORTH OF THE CENTER LINE OF HIGHWAY, 65 FEET WEST OF A DITCH, AND 1
 BP0253'FOOT WEST OF A 2 X 4 IN. WOODEN WITNESS POST.  A STANDARD DISK STAMPED
 BP0253'M 453 RESET 1962, SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6
 BP0253'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0194 ***********************************************************************
 CE0194  DESIGNATION -  M 455
 CE0194  PID         -  CE0194
 CE0194  STATE/COUNTY-  TX/EL PASO
 CE0194  USGS QUAD   -  ANTHONY (1955)
 CE0194
 CE0194                         *CURRENT SURVEY CONTROL
 CE0194  ___________________________________________________________________
 CE0194* NAD 83(1986)-  32 00 00.     (N)    106 36 53.     (W)     SCALED    
 CE0194* NAVD 88     -      1155.515  (meters)    3791.05   (feet)  ADJUSTED  
 CE0194  ___________________________________________________________________
 CE0194  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0194  DYNAMIC HT  -        1153.802 (meters)    3785.43  (feet)  COMP
 CE0194  MODELED GRAV-     979,117.3   (mgal)                       NAVD 88
 CE0194
 CE0194  VERT ORDER  -  FIRST     CLASS II
 CE0194
 CE0194.The horizontal coordinates were scaled from a topographic map and have
 CE0194.an estimated accuracy of +/- 6 seconds.
 CE0194
 CE0194.The orthometric height was determined by differential leveling
 CE0194.and adjusted by the National Geodetic Survey in June 1991..
 CE0194
 CE0194.The geoid height was determined by GEOID03.
 CE0194
 CE0194.The dynamic height is computed by dividing the NAVD 88
 CE0194.geopotential number by the normal gravity value computed on the
 CE0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0194.degrees latitude (g = 980.6199 gals.).
 CE0194
 CE0194.The modeled gravity was interpolated from observed gravity values.
 CE0194
 CE0194;                    North         East    Units  Estimated Accuracy
 CE0194;SPC TX C     - 3,275,430.      106,750.      MT  (+/- 180 meters Scaled)
 CE0194
 CE0194                          SUPERSEDED SURVEY CONTROL
 CE0194
 CE0194  NGVD 29 (??/??/92) 1155.000  (m)         3789.36   (f) ADJ UNCH    1 2
 CE0194
 CE0194.Superseded values are not recommended for survey control.
 CE0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0194.See file dsdata.txt to determine how the superseded data were derived.
 CE0194
 CE0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR474415(NAD 83)
 CE0194_MARKER: DB = BENCH MARK DISK
 CE0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0194_STAMPING: M 455 ELEV 3790 1 FT
 CE0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0194+STABILITY: SURFACE MOTION
 CE0194
 CE0194  HISTORY     - Date     Condition        Report By
 CE0194  HISTORY     - UNK      MONUMENTED       NMTXBC
 CE0194  HISTORY     - 1952     GOOD             NGS
 CE0194  HISTORY     - 1954     GOOD             NGS
 CE0194  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0194
 CE0194                          STATION DESCRIPTION
 CE0194
 CE0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0194'0.85 MI W FROM LA TUNA.
 CE0194'0.15 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CE0194'THE STATION AT LA TUNA, THENCE 0.7 MILE WEST ALONG AN OILED ROAD, ON
 CE0194'THE NEW MEXICO AND TEXAS BOUNDARY LINE, 300 FEET NORTH OF THE CENTER
 CE0194'LINE OF THE ROAD, 579 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CE0194'OFFICE OF THE ANTHONY FARMERS COTTON GIN, 217 FEET EAST OF THE WEST
 CE0194'EDGE OF A FIELD, SET IN THE TOP OF A LARGE CONCRETE POST WHICH
 CE0194'PROJECTS 2.4 FEET ABOVE THE GROUND.
 CE0194
 CE0194                          STATION RECOVERY (1954)
 CE0194
 CE0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0194'RECOVERED IN GOOD CONDITION.
 CE0194
 CE0194                          STATION RECOVERY (1981)
 CE0194
 CE0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1174 ***********************************************************************
 AW1174  DESIGNATION -  M 455
 AW1174  PID         -  AW1174
 AW1174  STATE/COUNTY-  TX/BRAZORIA
 AW1174  USGS QUAD   -  ANGLETON (1974)
 AW1174
 AW1174                         *CURRENT SURVEY CONTROL
 AW1174  ___________________________________________________________________
 AW1174* NAD 83(1986)-  29 10 13.     (N)    095 25 03.     (W)     SCALED    
 AW1174* NAVD 88     -         8.10   (+/-2cm)      26.6    (feet)  VERTCON   
 AW1174  ___________________________________________________________________
 AW1174  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW1174
 AW1174  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1174
 AW1174.The horizontal coordinates were scaled from a topographic map and have
 AW1174.an estimated accuracy of +/- 6 seconds.
 AW1174
 AW1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1174.The vertical order pertains to the NGVD 29 superseded value.
 AW1174
 AW1174.The geoid height was determined by GEOID03.
 AW1174
 AW1174;                    North         East    Units  Estimated Accuracy
 AW1174;SPC TXSC     - 4,153,510.      948,400.      MT  (+/- 180 meters Scaled)
 AW1174
 AW1174                          SUPERSEDED SURVEY CONTROL
 AW1174
 AW1174  NGVD 29 (??/??/92)    8.102  (m)           26.58   (f) ADJ UNCH    1 1
 AW1174
 AW1174.Superseded values are not recommended for survey control.
 AW1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1174.See file dsdata.txt to determine how the superseded data were derived.
 AW1174
 AW1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN648292(NAD 83)
 AW1174_MARKER: DB = BENCH MARK DISK
 AW1174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1174_SP_SET: CULVERT
 AW1174_STAMPING: M 455 1950
 AW1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1174
 AW1174  HISTORY     - Date     Condition        Report By
 AW1174  HISTORY     - 1950     MONUMENTED       CGS
 AW1174  HISTORY     - 1973     GOOD             NGS
 AW1174  HISTORY     - 1978     GOOD             NGS
 AW1174  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1174  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1174  HISTORY     - 1990     GOOD             USPSQD
 AW1174  HISTORY     - 19910704 GOOD             USPSQD
 AW1174  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1174
 AW1174                          STATION DESCRIPTION
 AW1174
 AW1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1174'IN ANGLETON.
 AW1174'AT ANGLETON, 0.15 MILE WEST ALONG EAST CEDAR STREET FROM THE CROSSING
 AW1174'OF THE MISSOURI PACIFIC RAILROAD, AT THE NORTHEAST CORNER OF THE
 AW1174'JUNCTION OF STATE HIGHWAY 35 (MULBERRY STREET) AND EAST CEDAR STREET,
 AW1174'IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF A 4- BY
 AW1174'4-FOOT FOOT CONCRETE BOX CULVERT, 24 FEET EAST OF THE CENTER LINE OF
 AW1174'THE HIGHWAY, 35 FEET NORTH OF THE CENTER LINE OF THE STREET, 4.0 FEET
 AW1174'SOUTH OF THE NORTH END OF THE HEAD WALL, AND ABOUT 1/2 FOOT HIGHER
 AW1174'THAN THE HIGHWAY.
 AW1174
 AW1174                          STATION RECOVERY (1978)
 AW1174
 AW1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1174'RECOVERED IN GOOD CONDITION.
 AW1174
 AW1174                          STATION RECOVERY (1987)
 AW1174
 AW1174'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1174'MARK NOT FOUND.
 AW1174
 AW1174                          STATION RECOVERY (1988)
 AW1174
 AW1174'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW1174'MARK NOT FOUND.
 AW1174
 AW1174                          STATION RECOVERY (1990)
 AW1174
 AW1174'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW1174'RECOVERED IN GOOD CONDITION.
 AW1174
 AW1174                          STATION RECOVERY (1991)
 AW1174
 AW1174'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1174'RECOVERED IN GOOD CONDITION.
 AW1174
 AW1174                          STATION RECOVERY (1997)
 AW1174
 AW1174'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7038 ***********************************************************************
 AW7038  DESIGNATION -  M 455 RESET
 AW7038  PID         -  AW7038
 AW7038  STATE/COUNTY-  TX/BRAZORIA
 AW7038  USGS QUAD   -  ANGLETON (1974)
 AW7038
 AW7038                         *CURRENT SURVEY CONTROL
 AW7038  ___________________________________________________________________
 AW7038* NAD 83(1986)-  29 10 13.     (N)    095 25 03.     (W)     SCALED    
 AW7038* NAVD 88     -         7.96   (+/-2cm)      26.1    (feet)  VERTCON   
 AW7038  ___________________________________________________________________
 AW7038  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW7038
 AW7038  VERT ORDER  -  THIRD (See Below)
 AW7038
 AW7038.The horizontal coordinates were scaled from a topographic map and have
 AW7038.an estimated accuracy of +/- 6 seconds.
 AW7038
 AW7038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7038.The vertical order pertains to the NGVD 29 superseded value.
 AW7038
 AW7038.The geoid height was determined by GEOID03.
 AW7038
 AW7038;                    North         East    Units  Estimated Accuracy
 AW7038;SPC TXSC     - 4,153,510.      948,400.      MT  (+/- 180 meters Scaled)
 AW7038
 AW7038                          SUPERSEDED SURVEY CONTROL
 AW7038
 AW7038  NGVD 29 (01/29/03)    7.97   (m)           26.1    (f) RESET       3  
 AW7038
 AW7038.Superseded values are not recommended for survey control.
 AW7038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7038.See file dsdata.txt to determine how the superseded data were derived.
 AW7038
 AW7038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN648292(NAD 83)
 AW7038_MARKER: DB = BENCH MARK DISK
 AW7038_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW7038+WITH SETTING: PAVEMENT
 AW7038_SP_SET: JUNCTION BOX BASE
 AW7038_STAMPING: M 455 RESET 1980
 AW7038_MARK LOGO: NGS   
 AW7038_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7038+STABILITY: SURFACE MOTION
 AW7038
 AW7038  HISTORY     - Date     Condition        Report By
 AW7038  HISTORY     - 1980     MONUMENTED       TXHD
 AW7038  HISTORY     - 19970628 GOOD             USPSQD
 AW7038  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 AW7038
 AW7038                          STATION DESCRIPTION
 AW7038
 AW7038'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1980
 AW7038'IN ANGLETON 0.15 MI (0.24 KM) WEST ALONG EAST CEDAR STREET FROM THE
 AW7038'CROSSING OF THE MISSOURI PACIFIC RAILROAD, AT THE NE CORNER OF THE
 AW7038'INTERSECTION OF STATE HIGHWAY 35 (MULBERRY ST.) AND EAST CEDAR
 AW7038'STREET, IN THE TOP OF A 7 X 15 CONCRETE JUNCTION BOX, 68.0 FT
 AW7038'(20.7 M) EAST OF THE CENTERLINE OF STATE HIGHWAY 35, 30.0 FT (9.1 M)
 AW7038'NORTH OF THE CENTERLINE OF EAST CEDAR STREET AND APPROXIMATELY THE
 AW7038'SAME ELEVATION AS STATE HIGHWAY 35.
 AW7038
 AW7038                          STATION RECOVERY (1997)
 AW7038
 AW7038'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW7038'RECOVERED IN GOOD CONDITION.
 AW7038
 AW7038                          STATION RECOVERY (2003)
 AW7038
 AW7038'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW7038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0172 ***********************************************************************
 AW0172  DESIGNATION -  M 456
 AW0172  PID         -  AW0172
 AW0172  STATE/COUNTY-  TX/BRAZORIA
 AW0172  USGS QUAD   -  PEARLAND (1995)
 AW0172
 AW0172                         *CURRENT SURVEY CONTROL
 AW0172  ___________________________________________________________________
 AW0172* NAD 83(1986)-  29 34 39.     (N)    095 17 29.     (W)     SCALED    
 AW0172* NAVD 88     -        14.324  (meters)      46.99   (feet)  ADJUSTED  
 AW0172  ___________________________________________________________________
 AW0172  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW0172  DYNAMIC HT  -          14.304 (meters)      46.93  (feet)  COMP
 AW0172  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 AW0172
 AW0172  VERT ORDER  -  FIRST     CLASS I
 AW0172
 AW0172.The horizontal coordinates were scaled from a topographic map and have
 AW0172.an estimated accuracy of +/- 6 seconds.
 AW0172
 AW0172.The orthometric height was determined by differential leveling
 AW0172.and adjusted by the National Geodetic Survey in June 1991..
 AW0172
 AW0172.The geoid height was determined by GEOID03.
 AW0172
 AW0172.The dynamic height is computed by dividing the NAVD 88
 AW0172.geopotential number by the normal gravity value computed on the
 AW0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0172.degrees latitude (g = 980.6199 gals.).
 AW0172
 AW0172.The modeled gravity was interpolated from observed gravity values.
 AW0172
 AW0172;                    North         East    Units  Estimated Accuracy
 AW0172;SPC TXSC     - 4,199,000.      959,230.      MT  (+/- 180 meters Scaled)
 AW0172
 AW0172                          SUPERSEDED SURVEY CONTROL
 AW0172
 AW0172  NGVD 29 (12/23/87)   14.320  (m)           46.98   (f) ADJUSTED    1 1
 AW0172
 AW0172.Superseded values are not recommended for survey control.
 AW0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0172.See file dsdata.txt to determine how the superseded data were derived.
 AW0172
 AW0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN780741(NAD 83)
 AW0172_MARKER: DB = BENCH MARK DISK
 AW0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0172_SP_SET: CONCRETE POST
 AW0172_STAMPING: M 456 1951
 AW0172_MARK LOGO: CGS   
 AW0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0172+STABILITY: SURFACE MOTION
 AW0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0172+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW0172
 AW0172  HISTORY     - Date     Condition        Report By
 AW0172  HISTORY     - 1951     MONUMENTED       CGS
 AW0172  HISTORY     - 1973     GOOD             NGS
 AW0172  HISTORY     - 1978     GOOD             NGS
 AW0172  HISTORY     - 1978     GOOD             NGS
 AW0172  HISTORY     - 1986     GOOD             NGS
 AW0172  HISTORY     - 1987     GOOD             USPSQD
 AW0172  HISTORY     - 1987     GOOD             USPSQD
 AW0172  HISTORY     - 1988     GOOD             USPSQD
 AW0172  HISTORY     - 1988     GOOD             USPSQD
 AW0172  HISTORY     - 1989     GOOD             USPSQD
 AW0172  HISTORY     - 1989     GOOD             USPSQD
 AW0172  HISTORY     - 1989     GOOD             USPSQD
 AW0172  HISTORY     - 1989     GOOD             USPSQD
 AW0172  HISTORY     - 1989     GOOD             USPSQD
 AW0172  HISTORY     - 1990     GOOD             USPSQD
 AW0172  HISTORY     - 20010728 GOOD             USPSQD
 AW0172  HISTORY     - 20020627 POOR             LJA
 AW0172  HISTORY     - 20050217 GOOD             USPSQD
 AW0172
 AW0172                          STATION DESCRIPTION
 AW0172
 AW0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0172'0.95 MI N FROM PEARLAND.
 AW0172'0.95 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0172'THE CROSSING OF FARM ROAD 518 AT PEARLAND, ALSO 3.0 MILES SOUTH OF
 AW0172'MYKAWA, 46.4 FEET EAST OF THE EAST RAIL OF THE MAIN  TRACK, 249 FEET
 AW0172'NORTH OF THE NORTHWEST CORNER OF THE AMERICAN GRAIN COMPANY WAREHOUSE,
 AW0172'56.8 FEET NORTH-NORTHEAST OF A DERAIL SIGN, 12.3 FEET EAST OF THE 2ND
 AW0172'POLE SOUTH OF MILE POST 11, 13.5 FEET WEST OF THE CENTER LINE OF A
 AW0172'SHELL ROAD, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AW0172'CONCRETE POST, PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT 5.0
 AW0172'FEET LOWER THAN THE TRACK.
 AW0172
 AW0172                          STATION RECOVERY (1978)
 AW0172
 AW0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (1978)
 AW0172
 AW0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (1986)
 AW0172
 AW0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0172'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--16.7
 AW0172'M (54.8 FT) NORTH OF A FENCE CORNER, 1.0 M (3.3 FT) WEST OF A FENCE,
 AW0172'AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.
 AW0172
 AW0172                          STATION RECOVERY (1987)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (1987)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (1988)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (1988)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (1989)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (1989)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (1989)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (1989)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (1989)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (1990)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (2001)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW0172'RECOVERED IN GOOD CONDITION.
 AW0172
 AW0172                          STATION RECOVERY (2002)
 AW0172
 AW0172'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2002 (RHC)
 AW0172'MONUMENT FOUND DISTRUBED. ENTIRE CONCRETE STRUCTURE HAS BEEN HIT BY
 AW0172'RAILROAD MAINTAINENCE EQUIPMENT, AND IS TITLED APPROXIMATELY 10
 AW0172'DEGREES OVER TO THE SOUTHEAST SIDE.
 AW0172
 AW0172                          STATION RECOVERY (2005)
 AW0172
 AW0172'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0172'THE MARK HAS BEEN HIT WITH A DOZER BUT APPEARS GOOD FOR A VERTICAL.
 AW0172'THERE IS ORANGE PAINT ON IT INDICATING A SURVEYOR HAS BEEN USING IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3360 ***********************************************************************
 AW3360  DESIGNATION -  M 457
 AW3360  PID         -  AW3360
 AW3360  STATE/COUNTY-  TX/HARRIS
 AW3360  USGS QUAD   -  BELLAIRE (1995)
 AW3360
 AW3360                         *CURRENT SURVEY CONTROL
 AW3360  ___________________________________________________________________
 AW3360* NAD 83(1986)-  29 39 15.     (N)    095 23 59.     (W)     SCALED    
 AW3360* NAVD 88     -        18.14   (+/-2cm)      59.5    (feet)  VERTCON   
 AW3360  ___________________________________________________________________
 AW3360  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW3360
 AW3360  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3360
 AW3360.The horizontal coordinates were scaled from a topographic map and have
 AW3360.an estimated accuracy of +/- 6 seconds.
 AW3360
 AW3360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3360.The vertical order pertains to the NGVD 29 superseded value.
 AW3360
 AW3360.The geoid height was determined by GEOID03.
 AW3360
 AW3360;                    North         East    Units  Estimated Accuracy
 AW3360;SPC TXSC     - 4,207,160.      948,480.      MT  (+/- 180 meters Scaled)
 AW3360
 AW3360                          SUPERSEDED SURVEY CONTROL
 AW3360
 AW3360  NGVD 29 (??/??/92)   18.138  (m)           59.51   (f) ADJ UNCH    1 2
 AW3360
 AW3360.Superseded values are not recommended for survey control.
 AW3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3360.See file dsdata.txt to determine how the superseded data were derived.
 AW3360
 AW3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN677828(NAD 83)
 AW3360_MARKER: DB = BENCH MARK DISK
 AW3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3360_STAMPING: M 457 1951
 AW3360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3360+STABILITY: SURFACE MOTION
 AW3360
 AW3360  HISTORY     - Date     Condition        Report By
 AW3360  HISTORY     - 1951     MONUMENTED       CGS
 AW3360  HISTORY     - 1959     GOOD             NGS
 AW3360  HISTORY     - 1964     GOOD             NGS
 AW3360
 AW3360                          STATION DESCRIPTION
 AW3360
 AW3360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3360'10.5 MI S FROM HOUSTON.
 AW3360'ABOUT 4.75 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 AW3360'RAILWAY FROM THE UNION STATION AT HOUSTON, THENCE ABOUT 4.5 MILES
 AW3360'SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD, THENCE ABOUT 1.25
 AW3360'MILES SOUTH ALONG THE HOUSTON BELT AND TERMINAL RAILROAD, 154 FEET
 AW3360'SOUTHEAST OF MILEPOST 8, 44 FEET EAST OF THE EAST RAIL, 64 FEET
 AW3360'NORTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 35 FEET NORTH OF
 AW3360'THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 3 FEET SOUTH OF A
 AW3360'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS,
 AW3360'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW3360
 AW3360                          STATION RECOVERY (1964)
 AW3360
 AW3360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3307 ***********************************************************************
 AW3307  DESIGNATION -  M 458
 AW3307  PID         -  AW3307
 AW3307  STATE/COUNTY-  TX/HARRIS
 AW3307  USGS QUAD   -  PASADENA (1995)
 AW3307
 AW3307                         *CURRENT SURVEY CONTROL
 AW3307  ___________________________________________________________________
 AW3307* NAD 83(1986)-  29 37 33.     (N)    095 11 44.     (W)     SCALED    
 AW3307* NAVD 88     -        13.25   (+/-2cm)      43.5    (feet)  VERTCON   
 AW3307  ___________________________________________________________________
 AW3307  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW3307
 AW3307  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3307
 AW3307.The horizontal coordinates were scaled from a topographic map and have
 AW3307.an estimated accuracy of +/- 6 seconds.
 AW3307
 AW3307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3307.The vertical order pertains to the NGVD 29 superseded value.
 AW3307
 AW3307.The geoid height was determined by GEOID03.
 AW3307
 AW3307;                    North         East    Units  Estimated Accuracy
 AW3307;SPC TXSC     - 4,204,650.      968,340.      MT  (+/- 180 meters Scaled)
 AW3307
 AW3307                          SUPERSEDED SURVEY CONTROL
 AW3307
 AW3307  NGVD 29 (??/??/92)   13.250  (m)           43.47   (f) ADJ UNCH    1 2
 AW3307
 AW3307.Superseded values are not recommended for survey control.
 AW3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3307.See file dsdata.txt to determine how the superseded data were derived.
 AW3307
 AW3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN874793(NAD 83)
 AW3307_MARKER: DB = BENCH MARK DISK
 AW3307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3307_STAMPING: M 458 1951
 AW3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3307+STABILITY: SURFACE MOTION
 AW3307
 AW3307  HISTORY     - Date     Condition        Report By
 AW3307  HISTORY     - 1951     MONUMENTED       CGS
 AW3307  HISTORY     - 1959     GOOD             NGS
 AW3307  HISTORY     - 1964     GOOD             NGS
 AW3307  HISTORY     - 1987     GOOD             USPSQD
 AW3307  HISTORY     - 1987     GOOD             USPSQD
 AW3307  HISTORY     - 1987     GOOD             USPSQD
 AW3307  HISTORY     - 1988     GOOD             USPSQD
 AW3307  HISTORY     - 1988     GOOD             USPSQD
 AW3307  HISTORY     - 19900805 GOOD             USPSQD
 AW3307  HISTORY     - 19980307 GOOD             USPSQD
 AW3307  HISTORY     - 20030210 POOR             USPSQD
 AW3307  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW3307  HISTORY     - 20050426 MARK NOT FOUND   USPSQD
 AW3307
 AW3307                          STATION DESCRIPTION
 AW3307
 AW3307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3307'0.25 MI NE FROM GENOA.
 AW3307'ABOUT 0.25 MILE NORTHEAST ALONG A PAVED ROAD FROM THE GALVESTON,
 AW3307'HOUSTON AND HENDERSON RAILROAD STATION AT GENOA, AT THE EMMETT FLYING
 AW3307'SERVICE AIRPORT, 300 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1
 AW3307'FOOT NORTHEAST OF THE NORTHEAST FACE OF A HANGAR, 107 FEET NORTHWEST
 AW3307'OF A FENCE 44 FEET WEST OF A 16-INCH LIVE OAK TREE, 19 FEET NORTHWEST
 AW3307'OF THE EAST CORNER OF A HANGAR, AND IN THE TOP OF A CONCRETE POST
 AW3307'FLUSH WITH THE GROUND.
 AW3307
 AW3307                          STATION RECOVERY (1964)
 AW3307
 AW3307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3307'RECOVERED IN GOOD CONDITION.
 AW3307
 AW3307                          STATION RECOVERY (1987)
 AW3307
 AW3307'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW3307'RECOVERED IN GOOD CONDITION.
 AW3307
 AW3307                          STATION RECOVERY (1987)
 AW3307
 AW3307'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW3307'RECOVERED IN GOOD CONDITION.
 AW3307
 AW3307                          STATION RECOVERY (1987)
 AW3307
 AW3307'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW3307'RECOVERED IN GOOD CONDITION.
 AW3307
 AW3307                          STATION RECOVERY (1988)
 AW3307
 AW3307'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW3307'RECOVERED IN GOOD CONDITION.
 AW3307
 AW3307                          STATION RECOVERY (1988)
 AW3307
 AW3307'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW3307'RECOVERED IN GOOD CONDITION.
 AW3307
 AW3307                          STATION RECOVERY (1990)
 AW3307
 AW3307'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW3307'RECOVERED IN GOOD CONDITION.
 AW3307
 AW3307                          STATION RECOVERY (1998)
 AW3307
 AW3307'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3307'RECOVERED IN GOOD CONDITION.
 AW3307
 AW3307                          STATION RECOVERY (2003)
 AW3307
 AW3307'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW3307'THIS AREA IS NOW A SAND PIT.   MARK PROBABLY DESTROYED DURING DURING
 AW3307'REMOVAL OF SAND IN THE AREA.
 AW3307
 AW3307                          STATION RECOVERY (2004)
 AW3307
 AW3307'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3307'MARK NOT FOUND.
 AW3307
 AW3307                          STATION RECOVERY (2005)
 AW3307
 AW3307'RECOVERY NOTE BY US POWER SQUADRON 2005 (G)
 AW3307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0893 ***********************************************************************
 AB0893  DESIGNATION -  M 46
 AB0893  PID         -  AB0893
 AB0893  STATE/COUNTY-  TX/CAMERON
 AB0893  USGS QUAD   -  LA PALOMA (1970)
 AB0893
 AB0893                         *CURRENT SURVEY CONTROL
 AB0893  ___________________________________________________________________
 AB0893* NAD 83(1986)-  26 03 06.     (N)    097 44 22.     (W)     SCALED    
 AB0893* NAVD 88     -        16.383  (meters)      53.75   (feet)  ADJUSTED  
 AB0893  ___________________________________________________________________
 AB0893  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AB0893  DYNAMIC HT  -          16.356 (meters)      53.66  (feet)  COMP
 AB0893  MODELED GRAV-     979,018.4   (mgal)                       NAVD 88
 AB0893
 AB0893  VERT ORDER  -  SECOND    CLASS 0
 AB0893
 AB0893.The horizontal coordinates were scaled from a topographic map and have
 AB0893.an estimated accuracy of +/- 6 seconds.
 AB0893
 AB0893.The orthometric height was determined by differential leveling
 AB0893.and adjusted by the National Geodetic Survey in June 1991..
 AB0893
 AB0893.The geoid height was determined by GEOID03.
 AB0893
 AB0893.The dynamic height is computed by dividing the NAVD 88
 AB0893.geopotential number by the normal gravity value computed on the
 AB0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0893.degrees latitude (g = 980.6199 gals.).
 AB0893
 AB0893.The modeled gravity was interpolated from observed gravity values.
 AB0893
 AB0893;                    North         East    Units  Estimated Accuracy
 AB0893;SPC TX S     - 5,042,890.      376,110.      MT  (+/- 180 meters Scaled)
 AB0893
 AB0893                          SUPERSEDED SURVEY CONTROL
 AB0893
 AB0893  NGVD 29 (??/??/92)   16.487  (m)           54.09   (f) ADJ UNCH    2 0
 AB0893
 AB0893.Superseded values are not recommended for survey control.
 AB0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0893.See file dsdata.txt to determine how the superseded data were derived.
 AB0893
 AB0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP261820(NAD 83)
 AB0893_MARKER: DD = SURVEY DISK
 AB0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0893_SP_SET: CULVERT
 AB0893_STAMPING: M 46 53.96
 AB0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0893
 AB0893  HISTORY     - Date     Condition        Report By
 AB0893  HISTORY     - UNK      MONUMENTED
 AB0893  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0893
 AB0893                          STATION DESCRIPTION
 AB0893
 AB0893'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0893'2.7 MI W FROM LANDRUM.
 AB0893'2.7 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0893'LANDRUM, CAMERON COUNTY, 120 FEET EAST OF REA CO-OP POLE NO. 15V99, AT
 AB0893'A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0893'THE SOUTH HEADWALL, 15.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0893'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0716 ***********************************************************************
 AH0716  DESIGNATION -  M 46
 AH0716  PID         -  AH0716
 AH0716  STATE/COUNTY-  TX/SAN PATRICIO
 AH0716  USGS QUAD   -  ODEM (1975)
 AH0716
 AH0716                         *CURRENT SURVEY CONTROL
 AH0716  ___________________________________________________________________
 AH0716* NAD 83(1986)-  27 57 02.     (N)    097 34 54.     (W)     SCALED    
 AH0716* NAVD 88     -        23.404  (meters)      76.78   (feet)  ADJUSTED  
 AH0716  ___________________________________________________________________
 AH0716  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AH0716  DYNAMIC HT  -          23.368 (meters)      76.67  (feet)  COMP
 AH0716  MODELED GRAV-     979,130.8   (mgal)                       NAVD 88
 AH0716
 AH0716  VERT ORDER  -  FIRST     CLASS II
 AH0716
 AH0716.The horizontal coordinates were scaled from a topographic map and have
 AH0716.an estimated accuracy of +/- 6 seconds.
 AH0716
 AH0716.The orthometric height was determined by differential leveling
 AH0716.and adjusted by the National Geodetic Survey in June 1991..
 AH0716
 AH0716.The geoid height was determined by GEOID03.
 AH0716
 AH0716.The dynamic height is computed by dividing the NAVD 88
 AH0716.geopotential number by the normal gravity value computed on the
 AH0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0716.degrees latitude (g = 980.6199 gals.).
 AH0716
 AH0716.The modeled gravity was interpolated from observed gravity values.
 AH0716
 AH0716;                    North         East    Units  Estimated Accuracy
 AH0716;SPC TX S     - 5,253,380.      390,370.      MT  (+/- 180 meters Scaled)
 AH0716
 AH0716                          SUPERSEDED SURVEY CONTROL
 AH0716
 AH0716  NGVD 29 (??/??/92)   23.551  (m)           77.27   (f) ADJ UNCH    1 2
 AH0716
 AH0716.Superseded values are not recommended for survey control.
 AH0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0716.See file dsdata.txt to determine how the superseded data were derived.
 AH0716
 AH0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR395925(NAD 83)
 AH0716_MARKER: DB = BENCH MARK DISK
 AH0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0716_SP_SET: BUILDING
 AH0716_STAMPING: M 46 1917 ELEV 77.267 FT
 AH0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0716
 AH0716  HISTORY     - Date     Condition        Report By
 AH0716  HISTORY     - 1917     MONUMENTED       CGS
 AH0716  HISTORY     - 1950     GOOD             NGS
 AH0716  HISTORY     - 1966     MARK NOT FOUND   BOR
 AH0716  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0716
 AH0716                          STATION DESCRIPTION
 AH0716
 AH0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0716'IN ODEM.
 AH0716'AT ODEM, AT THE INTERSECTION OF U.S. HIGHWAY 77, STATE HIGHWAY 234 AND
 AH0716'FARM ROAD 631, 4.4 FEET SOUTHEAST OF THE CENTER OF THE DOOR OF THE
 AH0716'FIRST STATE BANK BUILDING, 1 FOOT NORTHEAST OF THE SOUTH CORNER OF THE
 AH0716'BUILDING, 4 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE SOUTHEAST
 AH0716'BRICK WALL OF THE BUILDING.
 AH0716
 AH0716                          STATION RECOVERY (1966)
 AH0716
 AH0716'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0716'MARK NOT FOUND.
 AH0716
 AH0716                          STATION RECOVERY (1996)
 AH0716
 AH0716'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0006 ***********************************************************************
 AH0006  DESIGNATION -  M 46 RESET 1966
 AH0006  PID         -  AH0006
 AH0006  STATE/COUNTY-  TX/SAN PATRICIO
 AH0006  USGS QUAD   -  ODEM (1975)
 AH0006
 AH0006                         *CURRENT SURVEY CONTROL
 AH0006  ___________________________________________________________________
 AH0006* NAD 83(1986)-  27 57 01.     (N)    097 34 57.     (W)     SCALED    
 AH0006* NAVD 88     -        23.468  (meters)      76.99   (feet)  ADJUSTED  
 AH0006  ___________________________________________________________________
 AH0006  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AH0006  DYNAMIC HT  -          23.432 (meters)      76.88  (feet)  COMP
 AH0006  MODELED GRAV-     979,130.7   (mgal)                       NAVD 88
 AH0006
 AH0006  VERT ORDER  -  FIRST     CLASS I
 AH0006
 AH0006.The horizontal coordinates were scaled from a topographic map and have
 AH0006.an estimated accuracy of +/- 6 seconds.
 AH0006
 AH0006.The orthometric height was determined by differential leveling
 AH0006.and adjusted by the National Geodetic Survey in June 1991..
 AH0006
 AH0006.The geoid height was determined by GEOID03.
 AH0006
 AH0006.The dynamic height is computed by dividing the NAVD 88
 AH0006.geopotential number by the normal gravity value computed on the
 AH0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0006.degrees latitude (g = 980.6199 gals.).
 AH0006
 AH0006.The modeled gravity was interpolated from observed gravity values.
 AH0006
 AH0006;                    North         East    Units  Estimated Accuracy
 AH0006;SPC TX S     - 5,253,350.      390,290.      MT  (+/- 180 meters Scaled)
 AH0006
 AH0006                          SUPERSEDED SURVEY CONTROL
 AH0006
 AH0006  NGVD 29 (??/??/92)   23.633  (m)           77.54   (f) ADJ UNCH    1 1
 AH0006
 AH0006.Superseded values are not recommended for survey control.
 AH0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0006.See file dsdata.txt to determine how the superseded data were derived.
 AH0006
 AH0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR394925(NAD 83)
 AH0006_MARKER: DB = BENCH MARK DISK
 AH0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0006_SP_SET: BUILDING
 AH0006_STAMPING: M 46 RESET 1966
 AH0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0006
 AH0006  HISTORY     - Date     Condition        Report By
 AH0006  HISTORY     - 1966     MONUMENTED       CGS
 AH0006  HISTORY     - 1978     GOOD             NGS
 AH0006  HISTORY     - 19960727 GOOD             USPSQD
 AH0006
 AH0006                          STATION DESCRIPTION
 AH0006
 AH0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0006'IN ODEM.
 AH0006'AT ODEM, SET VERTICALLY IN THE CENTER OF THE EAST WALL OF THE FIRST
 AH0006'STATE BANK OF ODEM, 4 FEET ABOVE THE GROUND SURFACE.
 AH0006
 AH0006                          STATION RECOVERY (1996)
 AH0006
 AH0006'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0644 ***********************************************************************
 AW0644  DESIGNATION -  M 460
 AW0644  PID         -  AW0644
 AW0644  STATE/COUNTY-  TX/GALVESTON
 AW0644  USGS QUAD   -  SAN LUIS PASS (1974)
 AW0644
 AW0644                         *CURRENT SURVEY CONTROL
 AW0644  ___________________________________________________________________
 AW0644* NAD 83(1986)-  29 05 44.     (N)    095 06 24.     (W)     SCALED    
 AW0644* NAVD 88     -         2.770  (meters)       9.09   (feet)  ADJUSTED  
 AW0644  ___________________________________________________________________
 AW0644  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW0644  DYNAMIC HT  -           2.766 (meters)       9.07  (feet)  COMP
 AW0644  MODELED GRAV-     979,245.4   (mgal)                       NAVD 88
 AW0644
 AW0644  VERT ORDER  -  FIRST     CLASS I
 AW0644
 AW0644.The horizontal coordinates were scaled from a topographic map and have
 AW0644.an estimated accuracy of +/- 6 seconds.
 AW0644
 AW0644.The orthometric height was determined by differential leveling
 AW0644.and adjusted by the National Geodetic Survey in June 1991..
 AW0644
 AW0644.The geoid height was determined by GEOID03.
 AW0644
 AW0644.The dynamic height is computed by dividing the NAVD 88
 AW0644.geopotential number by the normal gravity value computed on the
 AW0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0644.degrees latitude (g = 980.6199 gals.).
 AW0644
 AW0644.The modeled gravity was interpolated from observed gravity values.
 AW0644
 AW0644;                    North         East    Units  Estimated Accuracy
 AW0644;SPC TXSC     - 4,146,200.      978,890.      MT  (+/- 180 meters Scaled)
 AW0644
 AW0644                          SUPERSEDED SURVEY CONTROL
 AW0644
 AW0644  NGVD 29 (12/23/87)    2.767  (m)            9.08   (f) ADJUSTED    1 1
 AW0644
 AW0644.Superseded values are not recommended for survey control.
 AW0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0644.See file dsdata.txt to determine how the superseded data were derived.
 AW0644
 AW0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN949204(NAD 83)
 AW0644_MARKER: DB = BENCH MARK DISK
 AW0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0644_SP_SET: CONCRETE POST
 AW0644_STAMPING: M 460 1951
 AW0644_MARK LOGO: CGS   
 AW0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0644+STABILITY: SURFACE MOTION
 AW0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0644+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 AW0644
 AW0644  HISTORY     - Date     Condition        Report By
 AW0644  HISTORY     - 1951     MONUMENTED       CGS
 AW0644  HISTORY     - 1964     GOOD             NGS
 AW0644  HISTORY     - 1971     GOOD             NGS
 AW0644  HISTORY     - 1978     GOOD             NGS
 AW0644  HISTORY     - 1987     GOOD             NGS
 AW0644  HISTORY     - 1990     GOOD             USPSQD
 AW0644  HISTORY     - 19910518 MARK NOT FOUND   USPSQD
 AW0644  HISTORY     - 19990604 GOOD             USPSQD
 AW0644  HISTORY     - 20031209 GOOD             USPSQD
 AW0644  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW0644  HISTORY     - 20051218 GOOD             USPSQD
 AW0644
 AW0644                          STATION DESCRIPTION
 AW0644
 AW0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0644'25.75 MI SW FROM GALVESTON.
 AW0644'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0644'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0644'NORTHWEST ALONG A PAVED ROAD, THENCE 19.0 MILES SOUTHWEST ALONG
 AW0644'STEWART ROAD, ABOUT 0.2 MILE SOUTHWEST OF A ROAD LEADING SOUTHEAST TO
 AW0644'THE BEACH, 140 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 78 FEET
 AW0644'SOUTHEAST OF A FENCE, 0.7 FOOT NORTHWEST OF A METAL WITNESS POST,
 AW0644'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 AW0644'CONCRETE POST PROJECTING 9 INCHES.
 AW0644
 AW0644                          STATION RECOVERY (1971)
 AW0644
 AW0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0644'RECOVERED IN GOOD CONDITION.
 AW0644
 AW0644                          STATION RECOVERY (1978)
 AW0644
 AW0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0644'RECOVERED IN GOOD CONDITION.
 AW0644
 AW0644                          STATION RECOVERY (1987)
 AW0644
 AW0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0644'RECOVERED IN GOOD CONDITION.
 AW0644
 AW0644                          STATION RECOVERY (1990)
 AW0644
 AW0644'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0644'RECOVERED IN GOOD CONDITION.
 AW0644
 AW0644                          STATION RECOVERY (1991)
 AW0644
 AW0644'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0644'MARK NOT FOUND.
 AW0644
 AW0644                          STATION RECOVERY (1999)
 AW0644
 AW0644'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0644'RECOVERED IN GOOD CONDITION.
 AW0644
 AW0644                          STATION RECOVERY (2003)
 AW0644
 AW0644'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0644'RECOVERED IN GOOD CONDITION.
 AW0644
 AW0644                          STATION RECOVERY (2004)
 AW0644
 AW0644'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0644'MARK NOT FOUND.
 AW0644
 AW0644                          STATION RECOVERY (2005)
 AW0644
 AW0644'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0644'FOUND AS DESCRIBED. WITNESS POST FOUND BUT NO SIGN ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1435 ***********************************************************************
 AY1435  DESIGNATION -  M 461
 AY1435  PID         -  AY1435
 AY1435  STATE/COUNTY-  TX/REAL
 AY1435  USGS QUAD   -  OWL HOLLOW (1971)
 AY1435
 AY1435                         *CURRENT SURVEY CONTROL
 AY1435  ___________________________________________________________________
 AY1435* NAD 83(1986)-  29 46 10.     (N)    099 45 55.     (W)     SCALED    
 AY1435* NAVD 88     -       504.333  (meters)    1654.63   (feet)  ADJUSTED  
 AY1435  ___________________________________________________________________
 AY1435  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 AY1435  DYNAMIC HT  -         503.589 (meters)    1652.19  (feet)  COMP
 AY1435  MODELED GRAV-     979,151.5   (mgal)                       NAVD 88
 AY1435
 AY1435  VERT ORDER  -  SECOND    CLASS 0
 AY1435
 AY1435.The horizontal coordinates were scaled from a topographic map and have
 AY1435.an estimated accuracy of +/- 6 seconds.
 AY1435
 AY1435.The orthometric height was determined by differential leveling
 AY1435.and adjusted by the National Geodetic Survey in June 1991..
 AY1435
 AY1435.The geoid height was determined by GEOID03.
 AY1435
 AY1435.The dynamic height is computed by dividing the NAVD 88
 AY1435.geopotential number by the normal gravity value computed on the
 AY1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1435.degrees latitude (g = 980.6199 gals.).
 AY1435
 AY1435.The modeled gravity was interpolated from observed gravity values.
 AY1435
 AY1435;                    North         East    Units  Estimated Accuracy
 AY1435;SPC TXSC     - 4,214,820.      526,000.      MT  (+/- 180 meters Scaled)
 AY1435
 AY1435                          SUPERSEDED SURVEY CONTROL
 AY1435
 AY1435  NGVD 29 (??/??/92)  504.246  (m)         1654.35   (f) ADJ UNCH    2 0
 AY1435
 AY1435.Superseded values are not recommended for survey control.
 AY1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1435.See file dsdata.txt to determine how the superseded data were derived.
 AY1435
 AY1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT260934(NAD 83)
 AY1435_MARKER: DB = BENCH MARK DISK
 AY1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1435_STAMPING: M 461 1953
 AY1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1435+STABILITY: SURFACE MOTION
 AY1435
 AY1435  HISTORY     - Date     Condition        Report By
 AY1435  HISTORY     - 1953     MONUMENTED       CGS
 AY1435  HISTORY     - 1989     GOOD             USPSQD
 AY1435  HISTORY     - 20010331 GOOD             NGS
 AY1435  HISTORY     - 20010801 GOOD             NGS
 AY1435
 AY1435                          STATION DESCRIPTION
 AY1435
 AY1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1435'3.05 MI N FROM LEAKEY.
 AY1435'0.75 MILE NORTH ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1435'COURTHOUSE AT LEAKEY, THENCE 2.3 MILES NORTH ALONG RANCH ROAD 336, AT
 AY1435'THE ENTRANCE TO A FARM YARD, 69 FEET WEST OF A 21 INCH ELM TREE, 35
 AY1435'FEET EAST OF THE CENTER LINE OF THE RANCH ROAD, 18 FEET NORTH OF THE
 AY1435'CENTER LINE OF A PRIVATE DRIVEWAY, 10 FEET NORTHEAST OF A WITNESS
 AY1435'POST, 5.5 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 AY1435'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1435
 AY1435                          STATION RECOVERY (1989)
 AY1435
 AY1435'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1435'RECOVERED IN GOOD CONDITION.
 AY1435
 AY1435                          STATION RECOVERY (2001)
 AY1435
 AY1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1435
 AY1435                          STATION RECOVERY (2001)
 AY1435
 AY1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1435'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1401 ***********************************************************************
 AY1401  DESIGNATION -  M 462
 AY1401  PID         -  AY1401
 AY1401  STATE/COUNTY-  TX/REAL
 AY1401  USGS QUAD   -  LEAKEY (1971)
 AY1401
 AY1401                         *CURRENT SURVEY CONTROL
 AY1401  ___________________________________________________________________
 AY1401* NAD 83(1986)-  29 44 46.     (N)    099 49 23.     (W)     SCALED    
 AY1401* NAVD 88     -       674.911  (meters)    2214.27   (feet)  ADJUSTED  
 AY1401  ___________________________________________________________________
 AY1401  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 AY1401  DYNAMIC HT  -         673.909 (meters)    2210.98  (feet)  COMP
 AY1401  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 AY1401
 AY1401  VERT ORDER  -  SECOND    CLASS 0
 AY1401
 AY1401.The horizontal coordinates were scaled from a topographic map and have
 AY1401.an estimated accuracy of +/- 6 seconds.
 AY1401
 AY1401.The orthometric height was determined by differential leveling
 AY1401.and adjusted by the National Geodetic Survey in June 1991..
 AY1401
 AY1401.The geoid height was determined by GEOID03.
 AY1401
 AY1401.The dynamic height is computed by dividing the NAVD 88
 AY1401.geopotential number by the normal gravity value computed on the
 AY1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1401.degrees latitude (g = 980.6199 gals.).
 AY1401
 AY1401.The modeled gravity was interpolated from observed gravity values.
 AY1401
 AY1401;                    North         East    Units  Estimated Accuracy
 AY1401;SPC TXSC     - 4,212,270.      520,400.      MT  (+/- 180 meters Scaled)
 AY1401
 AY1401                          SUPERSEDED SURVEY CONTROL
 AY1401
 AY1401  NGVD 29 (??/??/92)  674.815  (m)         2213.96   (f) ADJ UNCH    2 0
 AY1401
 AY1401.Superseded values are not recommended for survey control.
 AY1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1401.See file dsdata.txt to determine how the superseded data were derived.
 AY1401
 AY1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT204909(NAD 83)
 AY1401_MARKER: DB = BENCH MARK DISK
 AY1401_SETTING: 66 = SET IN ROCK OUTCROP
 AY1401_SP_SET: LIMESTONE LEDGE
 AY1401_STAMPING: M 462 1953
 AY1401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1401+STABILITY: POSITION/ELEVATION WELL
 AY1401
 AY1401  HISTORY     - Date     Condition        Report By
 AY1401  HISTORY     - 1953     MONUMENTED       CGS
 AY1401  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1401  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1401  HISTORY     - 20020331 MARK NOT FOUND   NGS
 AY1401
 AY1401                          STATION DESCRIPTION
 AY1401
 AY1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1401'4.8 MI W FROM LEAKEY.
 AY1401'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1401'THENCE 4.7 MILES WEST ALONG RANCH ROAD 337, ON THE INSIDE OF A CURVE
 AY1401'IN THE ROAD, 60 FEET NORTHEAST OF A NO PARKING SIGN, 17.2 FEET EAST OF
 AY1401'THE CENTER LINE OF THE ROAD, 1.3 FEET ABOVE THE GROUND, SET IN THE TOP
 AY1401'OF A LIMESTONE LEDGE.
 AY1401
 AY1401                          STATION RECOVERY (2001)
 AY1401
 AY1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1401
 AY1401                          STATION RECOVERY (2001)
 AY1401
 AY1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1401'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1401
 AY1401                          STATION RECOVERY (2002)
 AY1401
 AY1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AY1401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1146 ***********************************************************************
 AY1146  DESIGNATION -  M 463
 AY1146  PID         -  AY1146
 AY1146  STATE/COUNTY-  TX/BANDERA
 AY1146  USGS QUAD   -  BANDERA PASS (1982)
 AY1146
 AY1146                         *CURRENT SURVEY CONTROL
 AY1146  ___________________________________________________________________
 AY1146* NAD 83(1986)-  29 46 04.     (N)    099 06 46.     (W)     SCALED    
 AY1146* NAVD 88     -       436.475  (meters)    1432.00   (feet)  ADJUSTED  
 AY1146  ___________________________________________________________________
 AY1146  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AY1146  DYNAMIC HT  -         435.848 (meters)    1429.94  (feet)  COMP
 AY1146  MODELED GRAV-     979,193.0   (mgal)                       NAVD 88
 AY1146
 AY1146  VERT ORDER  -  SECOND    CLASS 0
 AY1146
 AY1146.The horizontal coordinates were scaled from a topographic map and have
 AY1146.an estimated accuracy of +/- 6 seconds.
 AY1146
 AY1146.The orthometric height was determined by differential leveling
 AY1146.and adjusted by the National Geodetic Survey in June 1991..
 AY1146
 AY1146.The geoid height was determined by GEOID03.
 AY1146
 AY1146.The dynamic height is computed by dividing the NAVD 88
 AY1146.geopotential number by the normal gravity value computed on the
 AY1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1146.degrees latitude (g = 980.6199 gals.).
 AY1146
 AY1146.The modeled gravity was interpolated from observed gravity values.
 AY1146
 AY1146;                    North         East    Units  Estimated Accuracy
 AY1146;SPC TXSC     - 4,214,400.      589,090.      MT  (+/- 180 meters Scaled)
 AY1146
 AY1146                          SUPERSEDED SURVEY CONTROL
 AY1146
 AY1146  NGVD 29 (??/??/92)  436.359  (m)         1431.62   (f) ADJ UNCH    2 0
 AY1146
 AY1146.Superseded values are not recommended for survey control.
 AY1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1146.See file dsdata.txt to determine how the superseded data were derived.
 AY1146
 AY1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT890930(NAD 83)
 AY1146_MARKER: DB = BENCH MARK DISK
 AY1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1146_STAMPING: M 463 1953
 AY1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1146+STABILITY: SURFACE MOTION
 AY1146
 AY1146  HISTORY     - Date     Condition        Report By
 AY1146  HISTORY     - 1953     MONUMENTED       CGS
 AY1146  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1146  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1146
 AY1146                          STATION DESCRIPTION
 AY1146
 AY1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1146'4.15 MI NW FROM BANDERA.
 AY1146'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1146'BANDERA, THENCE 0.45 MILE NORTH ALONG FARM ROAD 689, THENCE 3.15 MILES
 AY1146'NORTHWEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTHWEST ALONG A DIM
 AY1146'ROAD, AT THE NORTH END OF THE NORTH AND SOUTH RUNWAY AT THE MONTAGUE
 AY1146'RANCH AIRPORT, 30 FEET SOUTHEAST OF A FENCE, 23 FEET SOUTHEAST OF THE
 AY1146'CENTER LINE OF THE DIM ROAD, 2.8 FEET SOUTHWEST OF A FENCE, 2 FEET
 AY1146'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1146'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1146
 AY1146                          STATION RECOVERY (1993)
 AY1146
 AY1146'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1146'MARK NOT FOUND.
 AY1146
 AY1146                          STATION RECOVERY (2005)
 AY1146
 AY1146'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AY1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0659 ***********************************************************************
 AY0659  DESIGNATION -  M 466
 AY0659  PID         -  AY0659
 AY0659  STATE/COUNTY-  TX/BEXAR
 AY0659  USGS QUAD   -  MACDONA (1991)
 AY0659
 AY0659                         *CURRENT SURVEY CONTROL
 AY0659  ___________________________________________________________________
 AY0659* NAD 83(1986)-  29 21 44.     (N)    098 38 34.     (W)     SCALED    
 AY0659* NAVD 88     -       216.773  (meters)     711.20   (feet)  ADJUSTED  
 AY0659  ___________________________________________________________________
 AY0659  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AY0659  DYNAMIC HT  -         216.459 (meters)     710.17  (feet)  COMP
 AY0659  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 AY0659
 AY0659  VERT ORDER  -  FIRST     CLASS II
 AY0659
 AY0659.The horizontal coordinates were scaled from a topographic map and have
 AY0659.an estimated accuracy of +/- 6 seconds.
 AY0659
 AY0659.The orthometric height was determined by differential leveling
 AY0659.and adjusted by the National Geodetic Survey in June 1991..
 AY0659
 AY0659.The geoid height was determined by GEOID03.
 AY0659
 AY0659.The dynamic height is computed by dividing the NAVD 88
 AY0659.geopotential number by the normal gravity value computed on the
 AY0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0659.degrees latitude (g = 980.6199 gals.).
 AY0659
 AY0659.The modeled gravity was interpolated from observed gravity values.
 AY0659
 AY0659;                    North         East    Units  Estimated Accuracy
 AY0659;SPC TXSC     - 4,169,490.      634,680.      MT  (+/- 180 meters Scaled)
 AY0659
 AY0659                          SUPERSEDED SURVEY CONTROL
 AY0659
 AY0659  NGVD 29 (??/??/92)  216.667  (m)          710.85   (f) ADJ UNCH    1 2
 AY0659
 AY0659.Superseded values are not recommended for survey control.
 AY0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0659.See file dsdata.txt to determine how the superseded data were derived.
 AY0659
 AY0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT346481(NAD 83)
 AY0659_MARKER: DB = BENCH MARK DISK
 AY0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0659_STAMPING: M 466 1952
 AY0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0659+STABILITY: SURFACE MOTION
 AY0659
 AY0659  HISTORY     - Date     Condition        Report By
 AY0659  HISTORY     - 1952     MONUMENTED       CGS
 AY0659  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0659  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0659
 AY0659                          STATION DESCRIPTION
 AY0659
 AY0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0659'IN SAN ANTONIO.
 AY0659'AT SAN ANTONIO, 2.35 MILES SOUTHEAST ALONG DWYER ROAD FROM ITS
 AY0659'JUNCTION WITH U.S. HIGHWAY 90, 0.1 MILE NORTH OF AN INTERSECTION WITH
 AY0659'COVEL ROAD, 21 FEET EAST OF THE CENTER LINE OF DWYER ROAD, 5.2 FEET
 AY0659'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AY0659'FOOT ABOVE THE GROUND.
 AY0659
 AY0659                          STATION RECOVERY (1966)
 AY0659
 AY0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0659'MARK NOT FOUND.
 AY0659
 AY0659                          STATION RECOVERY (1999)
 AY0659
 AY0659'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0192 ***********************************************************************
 CC0192  DESIGNATION -  M 467
 CC0192  PID         -  CC0192
 CC0192  STATE/COUNTY-  TX/PECOS
 CC0192  USGS QUAD   -  BUENA VISTA SW (1972)
 CC0192
 CC0192                         *CURRENT SURVEY CONTROL
 CC0192  ___________________________________________________________________
 CC0192* NAD 83(1986)-  31 00 12.     (N)    102 41 13.     (W)     SCALED    
 CC0192* NAVD 88     -       798.058  (meters)    2618.30   (feet)  ADJUSTED  
 CC0192  ___________________________________________________________________
 CC0192  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CC0192  DYNAMIC HT  -         796.887 (meters)    2614.45  (feet)  COMP
 CC0192  MODELED GRAV-     979,147.4   (mgal)                       NAVD 88
 CC0192
 CC0192  VERT ORDER  -  SECOND    CLASS 0
 CC0192
 CC0192.The horizontal coordinates were scaled from a topographic map and have
 CC0192.an estimated accuracy of +/- 6 seconds.
 CC0192
 CC0192.The orthometric height was determined by differential leveling
 CC0192.and adjusted by the National Geodetic Survey in June 1991..
 CC0192
 CC0192.The geoid height was determined by GEOID03.
 CC0192
 CC0192.The dynamic height is computed by dividing the NAVD 88
 CC0192.geopotential number by the normal gravity value computed on the
 CC0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0192.degrees latitude (g = 980.6199 gals.).
 CC0192
 CC0192.The modeled gravity was interpolated from observed gravity values.
 CC0192
 CC0192;                    North         East    Units  Estimated Accuracy
 CC0192;SPC TX C     - 3,150,550.      475,270.      MT  (+/- 180 meters Scaled)
 CC0192
 CC0192                          SUPERSEDED SURVEY CONTROL
 CC0192
 CC0192  NGVD 29 (??/??/92)  797.795  (m)         2617.43   (f) ADJ UNCH    2 0
 CC0192
 CC0192.Superseded values are not recommended for survey control.
 CC0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0192.See file dsdata.txt to determine how the superseded data were derived.
 CC0192
 CC0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ208322(NAD 83)
 CC0192_MARKER: DB = BENCH MARK DISK
 CC0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0192_STAMPING: M 467 1935 2617.432
 CC0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0192+STABILITY: SURFACE MOTION
 CC0192
 CC0192  HISTORY     - Date     Condition        Report By
 CC0192  HISTORY     - 1935     MONUMENTED       CGS
 CC0192  HISTORY     - 1958     GOOD             NGS
 CC0192
 CC0192                          STATION DESCRIPTION
 CC0192
 CC0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0192'13.7 MI NE FROM FORT STOCKTON.
 CC0192'ABOUT 13.7 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0192'FROM THE STATION AT FORT STOCKTON, 118 FEET SOUTHEAST OF AND ACROSS
 CC0192'THE TRACK FROM MILEPOST 870, 71 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CC0192'33 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 1710, 1 FOOT SOUTHEAST OF A
 CC0192'WOVEN WIRE FENCE, 1 FOOT NORTHEAST OF A CONCRETE WITNESS POST, ABOUT 4
 CC0192'FEET BELOW THE LEVEL OF THE TRACK, IN THE TOP OF A CONCRETE POST
 CC0192'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0231 ***********************************************************************
 BP0231  DESIGNATION -  M 468
 BP0231  PID         -  BP0231
 BP0231  STATE/COUNTY-  TX/PECOS
 BP0231  USGS QUAD   -  HOVEY (1980)
 BP0231
 BP0231                         *CURRENT SURVEY CONTROL
 BP0231  ___________________________________________________________________
 BP0231* NAD 83(1986)-  30 36 41.     (N)    103 21 57.     (W)     SCALED    
 BP0231* NAVD 88     -      1081.498  (meters)    3548.21   (feet)  ADJUSTED  
 BP0231  ___________________________________________________________________
 BP0231  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BP0231  DYNAMIC HT  -        1079.805 (meters)    3542.66  (feet)  COMP
 BP0231  MODELED GRAV-     979,038.4   (mgal)                       NAVD 88
 BP0231
 BP0231  VERT ORDER  -  SECOND    CLASS 0
 BP0231
 BP0231.The horizontal coordinates were scaled from a topographic map and have
 BP0231.an estimated accuracy of +/- 6 seconds.
 BP0231
 BP0231.The orthometric height was determined by differential leveling
 BP0231.and adjusted by the National Geodetic Survey in June 1991..
 BP0231
 BP0231.The geoid height was determined by GEOID03.
 BP0231
 BP0231.The dynamic height is computed by dividing the NAVD 88
 BP0231.geopotential number by the normal gravity value computed on the
 BP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0231.degrees latitude (g = 980.6199 gals.).
 BP0231
 BP0231.The modeled gravity was interpolated from observed gravity values.
 BP0231
 BP0231;                    North         East    Units  Estimated Accuracy
 BP0231;SPC TX C     - 3,108,690.      409,280.      MT  (+/- 180 meters Scaled)
 BP0231
 BP0231                          SUPERSEDED SURVEY CONTROL
 BP0231
 BP0231  NGVD 29 (??/??/92) 1081.118  (m)         3546.97   (f) ADJ UNCH    2 0
 BP0231
 BP0231.Superseded values are not recommended for survey control.
 BP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0231.See file dsdata.txt to determine how the superseded data were derived.
 BP0231
 BP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP566876(NAD 83)
 BP0231_MARKER: DB = BENCH MARK DISK
 BP0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0231_STAMPING: M 468 1935 3546.968
 BP0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0231+STABILITY: SURFACE MOTION
 BP0231
 BP0231  HISTORY     - Date     Condition        Report By
 BP0231  HISTORY     - 1935     MONUMENTED       CGS
 BP0231  HISTORY     - 1958     GOOD             NGS
 BP0231
 BP0231                          STATION DESCRIPTION
 BP0231
 BP0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0231'27.1 MI NE FROM ALPINE.
 BP0231'ABOUT 27.1 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0231'FROM THE STATION AT ALPINE, 4 FEET SOUTHWEST OF THE 4TH POLE SOUTHWEST
 BP0231'OF MILEPOST 917, 43 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 BP0231'TRACK, 180 FEET NORTHEAST OF THE HOVEY SIDING SIGN, 120 1/2 FEET
 BP0231'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE HOUSE, 8 FEET
 BP0231'SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, IN LINE WITH A ROW OF
 BP0231'TELEPHONE POLES, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, AND
 BP0231'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0444 ***********************************************************************
 BP0444  DESIGNATION -  M 469
 BP0444  PID         -  BP0444
 BP0444  STATE/COUNTY-  TX/JEFF DAVIS
 BP0444  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0444
 BP0444                         *CURRENT SURVEY CONTROL
 BP0444  ___________________________________________________________________
 BP0444* NAD 83(1986)-  30 33 56.     (N)    103 52 21.     (W)     SCALED    
 BP0444* NAVD 88     -      1491.356  (meters)    4892.89   (feet)  ADJUSTED  
 BP0444  ___________________________________________________________________
 BP0444  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 BP0444  DYNAMIC HT  -        1488.914 (meters)    4884.88  (feet)  COMP
 BP0444  MODELED GRAV-     978,950.9   (mgal)                       NAVD 88
 BP0444  OBS GRAVITY -     978,955.6   (mgal)                       GRAV_OBS
 BP0444
 BP0444  VERT ORDER  -  FIRST     CLASS I
 BP0444
 BP0444.The horizontal coordinates were scaled from a topographic map and have
 BP0444.an estimated accuracy of +/- 6 seconds.
 BP0444
 BP0444.The orthometric height was determined by differential leveling
 BP0444.and adjusted by the National Geodetic Survey in June 1991..
 BP0444
 BP0444.The geoid height was determined by GEOID03.
 BP0444
 BP0444.The dynamic height is computed by dividing the NAVD 88
 BP0444.geopotential number by the normal gravity value computed on the
 BP0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0444.degrees latitude (g = 980.6199 gals.).
 BP0444
 BP0444.The modeled gravity was interpolated from observed gravity values.
 BP0444.The observed gravity was obtained from relative gravimeter ties
 BP0444.to the IGSN71 gravity network.
 BP0444
 BP0444;                    North         East    Units  Estimated Accuracy
 BP0444;SPC TX C     - 3,105,050.      360,560.      MT  (+/- 180 meters Scaled)
 BP0444
 BP0444                          SUPERSEDED SURVEY CONTROL
 BP0444
 BP0444  NGVD 29 (??/??/92) 1490.818  (m)         4891.13   (f) ADJ UNCH    1 1
 BP0444
 BP0444.Superseded values are not recommended for survey control.
 BP0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0444.See file dsdata.txt to determine how the superseded data were derived.
 BP0444
 BP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP081819(NAD 83)
 BP0444_MARKER: DB = BENCH MARK DISK
 BP0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0444_STAMPING: M 469 1934 4891.319
 BP0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0444+STABILITY: SURFACE MOTION
 BP0444
 BP0444  HISTORY     - Date     Condition        Report By
 BP0444  HISTORY     - 1934     MONUMENTED       CGS
 BP0444  HISTORY     - 1958     GOOD             NGS
 BP0444  HISTORY     - 1977     GOOD             NGS
 BP0444  HISTORY     - 1988     GOOD             USPSQD
 BP0444  HISTORY     - 1989     GOOD             USPSQD
 BP0444  HISTORY     - 19961007 GOOD             USPSQD
 BP0444  HISTORY     - 20030214 GOOD             USPSQD
 BP0444
 BP0444                          STATION DESCRIPTION
 BP0444
 BP0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0444'2.1 MI SE FROM FORT DAVIS.
 BP0444'ABOUT 2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0444'COURTHOUSE AT FORT DAVIS, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BP0444'HIGHWAY, 0.25 MILE SOUTHEAST OF A CURVE IN THE HIGHWAY, 246 FEET
 BP0444'SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A
 BP0444'CULVERT, 5 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A CONCRETE
 BP0444'WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES, AND
 BP0444'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BP0444
 BP0444                          STATION RECOVERY (1977)
 BP0444
 BP0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0444'RECOVERED IN GOOD CONDITION.
 BP0444
 BP0444                          STATION RECOVERY (1988)
 BP0444
 BP0444'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0444'RECOVERED IN GOOD CONDITION.
 BP0444
 BP0444                          STATION RECOVERY (1989)
 BP0444
 BP0444'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 BP0444'RECOVERED IN GOOD CONDITION.
 BP0444
 BP0444                          STATION RECOVERY (1996)
 BP0444
 BP0444'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0444'RECOVERED IN GOOD CONDITION.
 BP0444
 BP0444                          STATION RECOVERY (2003)
 BP0444
 BP0444'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BP0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0894 ***********************************************************************
 AB0894  DESIGNATION -  M 47
 AB0894  PID         -  AB0894
 AB0894  STATE/COUNTY-  TX/CAMERON
 AB0894  USGS QUAD   -  LA PALOMA (1970)
 AB0894
 AB0894                         *CURRENT SURVEY CONTROL
 AB0894  ___________________________________________________________________
 AB0894* NAD 83(1986)-  26 03 06.     (N)    097 44 44.     (W)     SCALED    
 AB0894* NAVD 88     -        16.547  (meters)      54.29   (feet)  ADJUSTED  
 AB0894  ___________________________________________________________________
 AB0894  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AB0894  DYNAMIC HT  -          16.520 (meters)      54.20  (feet)  COMP
 AB0894  MODELED GRAV-     979,018.1   (mgal)                       NAVD 88
 AB0894
 AB0894  VERT ORDER  -  SECOND    CLASS 0
 AB0894
 AB0894.The horizontal coordinates were scaled from a topographic map and have
 AB0894.an estimated accuracy of +/- 6 seconds.
 AB0894
 AB0894.The orthometric height was determined by differential leveling
 AB0894.and adjusted by the National Geodetic Survey in June 1991..
 AB0894
 AB0894.The geoid height was determined by GEOID03.
 AB0894
 AB0894.The dynamic height is computed by dividing the NAVD 88
 AB0894.geopotential number by the normal gravity value computed on the
 AB0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0894.degrees latitude (g = 980.6199 gals.).
 AB0894
 AB0894.The modeled gravity was interpolated from observed gravity values.
 AB0894
 AB0894;                    North         East    Units  Estimated Accuracy
 AB0894;SPC TX S     - 5,042,880.      375,500.      MT  (+/- 180 meters Scaled)
 AB0894
 AB0894                          SUPERSEDED SURVEY CONTROL
 AB0894
 AB0894  NGVD 29 (??/??/92)   16.652  (m)           54.63   (f) ADJ UNCH    2 0
 AB0894
 AB0894.Superseded values are not recommended for survey control.
 AB0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0894.See file dsdata.txt to determine how the superseded data were derived.
 AB0894
 AB0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP254820(NAD 83)
 AB0894_MARKER: DD = SURVEY DISK
 AB0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0894_SP_SET: CULVERT
 AB0894_STAMPING: M 47 54.53
 AB0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0894
 AB0894  HISTORY     - Date     Condition        Report By
 AB0894  HISTORY     - UNK      MONUMENTED
 AB0894  HISTORY     - 1942     GOOD             NGS
 AB0894  HISTORY     - 1987     GOOD             USPSQD
 AB0894
 AB0894                          STATION DESCRIPTION
 AB0894
 AB0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0894'3.1 MI W FROM LANDRUM.
 AB0894'3.1 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0894'LANDRUM, CAMERON COUNTY, AT LOS INDIOS, AT THE CROSSING OF THE
 AB0894'MISSOURI PACIFIC RAILROAD, 87 FEET EAST OF THE CENTERLINE OF THE
 AB0894'TRACK, 20 SOUTH OF THE CENTERLINE OF THE HIGHWAY, 67 FEET NORTHEAST OF
 AB0894'POWER-LINE POLE 161, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN
 AB0894'THE CENTER OF THE TOP OF THE SOUTH HEADWALL, AND ABOUT 2 FEET LOWER
 AB0894'THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED M 47 54.53.
 AB0894
 AB0894                          STATION RECOVERY (1987)
 AB0894
 AB0894'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0782 ***********************************************************************
 CT0782  DESIGNATION -  M 47
 CT0782  PID         -  CT0782
 CT0782  STATE/COUNTY-  TX/SHACKELFORD
 CT0782  USGS QUAD   -  LUEDERS EAST (1987)
 CT0782
 CT0782                         *CURRENT SURVEY CONTROL
 CT0782  ___________________________________________________________________
 CT0782* NAD 83(1986)-  32 45 01.     (N)    099 32 45.     (W)     SCALED    
 CT0782* NAVD 88     -       517.729  (meters)    1698.58   (feet)  ADJUSTED  
 CT0782  ___________________________________________________________________
 CT0782  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0782  DYNAMIC HT  -         517.063 (meters)    1696.40  (feet)  COMP
 CT0782  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 CT0782
 CT0782  VERT ORDER  -  SECOND    CLASS 0
 CT0782
 CT0782.The horizontal coordinates were scaled from a topographic map and have
 CT0782.an estimated accuracy of +/- 6 seconds.
 CT0782
 CT0782.The orthometric height was determined by differential leveling
 CT0782.and adjusted by the National Geodetic Survey in June 1991..
 CT0782
 CT0782.The geoid height was determined by GEOID03.
 CT0782
 CT0782.The dynamic height is computed by dividing the NAVD 88
 CT0782.geopotential number by the normal gravity value computed on the
 CT0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0782.degrees latitude (g = 980.6199 gals.).
 CT0782
 CT0782.The modeled gravity was interpolated from observed gravity values.
 CT0782
 CT0782;                    North         East    Units  Estimated Accuracy
 CT0782;SPC TXNC     - 2,120,650.      502,000.      MT  (+/- 180 meters Scaled)
 CT0782
 CT0782                          SUPERSEDED SURVEY CONTROL
 CT0782
 CT0782  NGVD 29 (??/??/92)  517.576  (m)         1698.08   (f) ADJ UNCH    2 0
 CT0782
 CT0782.Superseded values are not recommended for survey control.
 CT0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0782.See file dsdata.txt to determine how the superseded data were derived.
 CT0782
 CT0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB488237(NAD 83)
 CT0782_MARKER: DD = SURVEY DISK
 CT0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0782_SP_SET: CULVERT
 CT0782_STAMPING: TEX M 47 1924
 CT0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0782
 CT0782  HISTORY     - Date     Condition        Report By
 CT0782  HISTORY     - 1924     MONUMENTED       USGS
 CT0782  HISTORY     - 1957     GOOD             NGS
 CT0782
 CT0782                          STATION DESCRIPTION
 CT0782
 CT0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0782'6.8 MI E FROM LUEDERS.
 CT0782'IN SHACKELFORD COUNTY, 6.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS
 CT0782'RAILROAD OF TEXAS FROM LUEDERS, JONES COUNTY, 0.6 MILE EAST OF
 CT0782'MILEPOST 206, 10 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AT A
 CT0782'CONCRETE CULVERT, AND IN THE TOP OF THE SOUTHWEST CORNER.  A UNITED
 CT0782'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TEX M 47 1924. NOTE--
 CT0782'U.S. HIGHWAY 180 AND 380 PARALLELS THE RAILROAD AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0472 ***********************************************************************
 AH0472  DESIGNATION -  M 47
 AH0472  PID         -  AH0472
 AH0472  STATE/COUNTY-  TX/KLEBERG
 AH0472  USGS QUAD   -  RICARDO (1979)
 AH0472
 AH0472                         *CURRENT SURVEY CONTROL
 AH0472  ___________________________________________________________________
 AH0472* NAD 83(1986)-  27 23 40.     (N)    097 50 37.     (W)     SCALED    
 AH0472* NAVD 88     -        13.393  (meters)      43.94   (feet)  ADJUSTED  
 AH0472  ___________________________________________________________________
 AH0472  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AH0472  DYNAMIC HT  -          13.372 (meters)      43.87  (feet)  COMP
 AH0472  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 AH0472
 AH0472  VERT ORDER  -  FIRST     CLASS II
 AH0472
 AH0472.The horizontal coordinates were scaled from a topographic map and have
 AH0472.an estimated accuracy of +/- 6 seconds.
 AH0472
 AH0472.The orthometric height was determined by differential leveling
 AH0472.and adjusted by the National Geodetic Survey in June 1991..
 AH0472
 AH0472.The geoid height was determined by GEOID03.
 AH0472
 AH0472.The dynamic height is computed by dividing the NAVD 88
 AH0472.geopotential number by the normal gravity value computed on the
 AH0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0472.degrees latitude (g = 980.6199 gals.).
 AH0472
 AH0472.The modeled gravity was interpolated from observed gravity values.
 AH0472
 AH0472;                    North         East    Units  Estimated Accuracy
 AH0472;SPC TX S     - 5,191,590.      364,920.      MT  (+/- 180 meters Scaled)
 AH0472
 AH0472                          SUPERSEDED SURVEY CONTROL
 AH0472
 AH0472  NGVD 29 (??/??/92)   13.494  (m)           44.27   (f) ADJ UNCH    1 2
 AH0472
 AH0472.Superseded values are not recommended for survey control.
 AH0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0472.See file dsdata.txt to determine how the superseded data were derived.
 AH0472
 AH0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR143306(NAD 83)
 AH0472_MARKER: DB = BENCH MARK DISK
 AH0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0472_STAMPING: M 47 1917 ELEV
 AH0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0472+STABILITY: SURFACE MOTION
 AH0472
 AH0472  HISTORY     - Date     Condition        Report By
 AH0472  HISTORY     - 1917     MONUMENTED       CGS
 AH0472  HISTORY     - 1975     GOOD             USGS
 AH0472  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0472  HISTORY     - 1987     GOOD             USPSQD
 AH0472  HISTORY     - 1988     GOOD             USPSQD
 AH0472
 AH0472                          STATION DESCRIPTION
 AH0472
 AH0472'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0472'8.7 MI S FROM KINGSVILLE.
 AH0472'8.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AH0472'AT KINGSVILLE.  2.0 MILES SOUTH OF RICARDO.  35 FEET WEST OF THE WEST
 AH0472'RAIL, 7 FEET SOUTH OF MILEPOST 110, 14 FEET EAST OF A FENCE.  A
 AH0472'STANDARD DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AH0472'THE GROUND.
 AH0472
 AH0472                          STATION RECOVERY (1981)
 AH0472
 AH0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0472'SEARCHED FOR, NOT RECOVERED THIS DATE, APPEARS VANDALIZED, DISK NOT
 AH0472'RECOVERED.
 AH0472
 AH0472                          STATION RECOVERY (1987)
 AH0472
 AH0472'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0472'RECOVERED IN GOOD CONDITION.
 AH0472
 AH0472                          STATION RECOVERY (1988)
 AH0472
 AH0472'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0421 ***********************************************************************
 CC0421  DESIGNATION -  M 470
 CC0421  PID         -  CC0421
 CC0421  STATE/COUNTY-  TX/REEVES
 CC0421  USGS QUAD   -  VERHALEN SOUTH (1970)
 CC0421
 CC0421                         *CURRENT SURVEY CONTROL
 CC0421  ___________________________________________________________________
 CC0421* NAD 83(1986)-  31 05 06.     (N)    103 36 16.     (W)     SCALED    
 CC0421* NAVD 88     -       873.264  (meters)    2865.03   (feet)  POSTED    
 CC0421  ___________________________________________________________________
 CC0421  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CC0421  DYNAMIC HT  -         871.970 (meters)    2860.79  (feet)  COMP
 CC0421  MODELED GRAV-     979,131.9   (mgal)                       NAVD 88
 CC0421
 CC0421  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CC0421
 CC0421.The horizontal coordinates were scaled from a topographic map and have
 CC0421.an estimated accuracy of +/- 6 seconds.
 CC0421
 CC0421.The orthometric height was determined by differential leveling
 CC0421.and adjusted by the National Geodetic Survey in 1992..
 CC0421.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CC0421.rate greater than 8.0 mm/km.
 CC0421
 CC0421.The geoid height was determined by GEOID03.
 CC0421
 CC0421.The dynamic height is computed by dividing the NAVD 88
 CC0421.geopotential number by the normal gravity value computed on the
 CC0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0421.degrees latitude (g = 980.6199 gals.).
 CC0421
 CC0421.The modeled gravity was interpolated from observed gravity values.
 CC0421
 CC0421;                    North         East    Units  Estimated Accuracy
 CC0421;SPC TX C     - 3,161,820.      387,950.      MT  (+/- 180 meters Scaled)
 CC0421
 CC0421                          SUPERSEDED SURVEY CONTROL
 CC0421
 CC0421  NGVD 29 (??/??/92)  873.12   (m)         2864.6    (f) COMPUTED    2 0
 CC0421
 CC0421.Superseded values are not recommended for survey control.
 CC0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0421.See file dsdata.txt to determine how the superseded data were derived.
 CC0421
 CC0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ331398(NAD 83)
 CC0421_MARKER: DB = BENCH MARK DISK
 CC0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0421_STAMPING: 2864.538 M 470 1934
 CC0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0421+STABILITY: SURFACE MOTION
 CC0421
 CC0421  HISTORY     - Date     Condition        Report By
 CC0421  HISTORY     - 1934     MONUMENTED       CGS
 CC0421  HISTORY     - 1958     MARK NOT FOUND   NGS
 CC0421
 CC0421                          STATION DESCRIPTION
 CC0421
 CC0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0421'4.4 MI N FROM SARAGOSA.
 CC0421'4.4 MILES NORTH ALONG THE PECOS VALLEY SOUTHERN RAILWAY FROM THE
 CC0421'STATION AT SARAGOSA, REEVES COUNTY, 14 FEET SOUTH OF MILEPOST 25, 48
 CC0421'FEET EAST OF THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF
 CC0421'POLES.  A STANDARD DISK, STAMPED 2864.538 M 470 1934 AND SET IN THE
 CC0421'TOP OF A CONCRETE POST.  NOTE-- THE TOP PORTION OF A POST WAS FOUND
 CC0421'BROKEN OFF.  THE IMPRINT OF A DISK WAS FOUND IN THIS PART OF THE POST,
 CC0421'BUT THE DISK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0006 ***********************************************************************
 DP0006  DESIGNATION -  M 471
 DP0006  PID         -  DP0006
 DP0006  STATE/COUNTY-  TX/KING
 DP0006  USGS QUAD   -  DARK CANYON (1967)
 DP0006
 DP0006                         *CURRENT SURVEY CONTROL
 DP0006  ___________________________________________________________________
 DP0006* NAD 83(1986)-  33 33 53.     (N)    100 11 14.     (W)     SCALED    
 DP0006* NAVD 88     -       552.069  (meters)    1811.25   (feet)  ADJUSTED  
 DP0006  ___________________________________________________________________
 DP0006  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DP0006  DYNAMIC HT  -         551.415 (meters)    1809.10  (feet)  COMP
 DP0006  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 DP0006
 DP0006  VERT ORDER  -  SECOND    CLASS 0
 DP0006
 DP0006.The horizontal coordinates were scaled from a topographic map and have
 DP0006.an estimated accuracy of +/- 6 seconds.
 DP0006
 DP0006.The orthometric height was determined by differential leveling
 DP0006.and adjusted by the National Geodetic Survey in June 1991..
 DP0006
 DP0006.The geoid height was determined by GEOID03.
 DP0006
 DP0006.The dynamic height is computed by dividing the NAVD 88
 DP0006.geopotential number by the normal gravity value computed on the
 DP0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0006.degrees latitude (g = 980.6199 gals.).
 DP0006
 DP0006.The modeled gravity was interpolated from observed gravity values.
 DP0006
 DP0006;                    North         East    Units  Estimated Accuracy
 DP0006;SPC TXNC     - 2,211,740.      443,360.      MT  (+/- 180 meters Scaled)
 DP0006
 DP0006                          SUPERSEDED SURVEY CONTROL
 DP0006
 DP0006  NGVD 29 (??/??/92)  551.886  (m)         1810.65   (f) ADJ UNCH    2 0
 DP0006
 DP0006.Superseded values are not recommended for survey control.
 DP0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0006.See file dsdata.txt to determine how the superseded data were derived.
 DP0006
 DP0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC898145(NAD 83)
 DP0006_MARKER: DB = BENCH MARK DISK
 DP0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0006_STAMPING: M 471 1934
 DP0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0006+STABILITY: SURFACE MOTION
 DP0006
 DP0006  HISTORY     - Date     Condition        Report By
 DP0006  HISTORY     - 1934     MONUMENTED       CGS
 DP0006  HISTORY     - 1958     GOOD             NGS
 DP0006
 DP0006                          STATION DESCRIPTION
 DP0006
 DP0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0006'9.3 MI E FROM GUTHRIE.
 DP0006'ON THE NORTH SIDE OF THE OLD ABANDONED HIGHWAY.  IT IS ABOUT 0.1 MILE
 DP0006'WEST OF A POINT WHERE A FARM DRIVEWAY CROSSES THE OLD HIGHWAY.  THE
 DP0006'DRIVEWAY LEADS SOUTH FROM PRESENT HIGHWAY TO A HOUSE AND LARGE RED
 DP0006'BARN.  9.3 MILES EAST ALONG U.S. HIGHWAY 82 FROM GUTHRIE, KING COUNTY,
 DP0006'ABOUT 200 YARDS WEST OF A LARGE RED BARN, ABOUT 40 YARDS WEST OF THE
 DP0006'CENTER OF A GATE TO A FIELD, 29 FEET NORTH OF THE CENTERLINE OF THE
 DP0006'HIGHWAY, AND 1 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0065 ***********************************************************************
 DP0065  DESIGNATION -  M 472 RESET 1941
 DP0065  PID         -  DP0065
 DP0065  STATE/COUNTY-  TX/STONEWALL
 DP0065  USGS QUAD   -  BOB CREEK (1978)
 DP0065
 DP0065                         *CURRENT SURVEY CONTROL
 DP0065  ___________________________________________________________________
 DP0065* NAD 83(1986)-  33 23 08.     (N)    100 15 11.     (W)     SCALED    
 DP0065* NAVD 88     -       537.34   (meters)    1762.9    (feet)  RESET     
 DP0065  ___________________________________________________________________
 DP0065  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DP0065
 DP0065  VERT ORDER  -  THIRD
 DP0065
 DP0065.The horizontal coordinates were scaled from a topographic map and have
 DP0065.an estimated accuracy of +/- 6 seconds.
 DP0065
 DP0065.The orthometric height was computed from unverified reset data.
 DP0065
 DP0065.The geoid height was determined by GEOID03.
 DP0065
 DP0065;                    North         East    Units  Estimated Accuracy
 DP0065;SPC TXNC     - 2,191,970.      436,910.      MT  (+/- 180 meters Scaled)
 DP0065
 DP0065                          SUPERSEDED SURVEY CONTROL
 DP0065
 DP0065.No superseded survey control is available for this station.
 DP0065
 DP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB834947(NAD 83)
 DP0065_MARKER: DB = BENCH MARK DISK
 DP0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0065_SP_SET: CULVERT
 DP0065_STAMPING: M 472 RESET 1941
 DP0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0065
 DP0065  HISTORY     - Date     Condition        Report By
 DP0065  HISTORY     - 1941     MONUMENTED       CGS
 DP0065
 DP0065                          STATION DESCRIPTION
 DP0065
 DP0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DP0065'16.8 MI S FROM GUTHRIE.
 DP0065'IN STONEWALL COUNTY, ABOUT 16.8 MILES SOUTH ALONG U.S. HIGHWAY NO. 83
 DP0065'FROM THE COUNTY COURTHOUSE AT GUTHRIE, KING COUNTY, AT THE SOUTH END
 DP0065'OF A LONG CURVE, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF
 DP0065'THE WEST HEADWALL, AND 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DP0065'A STANDARD DISK, STAMPED M 472 RESET 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0253 ***********************************************************************
 DP0253  DESIGNATION -  M 473 RESET 1948
 DP0253  PID         -  DP0253
 DP0253  STATE/COUNTY-  TX/CROSBY
 DP0253  USGS QUAD   -  CROSBYTON (1966)
 DP0253
 DP0253                         *CURRENT SURVEY CONTROL
 DP0253  ___________________________________________________________________
 DP0253* NAD 83(1986)-  33 39 26.     (N)    101 13 38.     (W)     SCALED    
 DP0253* NAVD 88     -       919.57   (meters)    3017.0    (feet)  RESET     
 DP0253  ___________________________________________________________________
 DP0253  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DP0253
 DP0253  VERT ORDER  -  THIRD
 DP0253
 DP0253.The horizontal coordinates were scaled from a topographic map and have
 DP0253.an estimated accuracy of +/- 6 seconds.
 DP0253
 DP0253.The orthometric height was computed from unverified reset data.
 DP0253
 DP0253.The geoid height was determined by GEOID03.
 DP0253
 DP0253;                    North         East    Units  Estimated Accuracy
 DP0253;SPC TXNC     - 2,224,020.      347,090.      MT  (+/- 180 meters Scaled)
 DP0253
 DP0253                          SUPERSEDED SURVEY CONTROL
 DP0253
 DP0253.No superseded survey control is available for this station.
 DP0253
 DP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC934263(NAD 83)
 DP0253_MARKER: DB = BENCH MARK DISK
 DP0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0253_SP_SET: CULVERT
 DP0253_STAMPING: M 473 RESET 1948
 DP0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0253
 DP0253  HISTORY     - Date     Condition        Report By
 DP0253  HISTORY     - 1948     MONUMENTED       CGS
 DP0253  HISTORY     - 1966     GOOD             USGS
 DP0253
 DP0253                          STATION DESCRIPTION
 DP0253
 DP0253'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DP0253'IN CROSBYTON.
 DP0253'AT CROSBYTON, AT THE CROSSING OF U.S. HIGHWAY 82 AND THE SANTA FE
 DP0253'RAILROAD, 114 FT. E. OF THE CROSSING, AND 25 FT. N. OF CENTER-LINE OF
 DP0253'HIGHWAY, AT A CONCRETE CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF
 DP0253'HEADWALL.  A BRASS CAP STAMPED M 473 RESET 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0092 ***********************************************************************
 DP0092  DESIGNATION -  M 474
 DP0092  PID         -  DP0092
 DP0092  STATE/COUNTY-  TX/KENT
 DP0092  USGS QUAD   -  T-O CREEK (1969)
 DP0092
 DP0092                         *CURRENT SURVEY CONTROL
 DP0092  ___________________________________________________________________
 DP0092* NAD 83(1986)-  33 10 22.     (N)    100 58 04.     (W)     SCALED    
 DP0092* NAVD 88     -       716.479  (meters)    2350.65   (feet)  ADJUSTED  
 DP0092  ___________________________________________________________________
 DP0092  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DP0092  DYNAMIC HT  -         715.588 (meters)    2347.72  (feet)  COMP
 DP0092  MODELED GRAV-     979,369.7   (mgal)                       NAVD 88
 DP0092
 DP0092  VERT ORDER  -  SECOND    CLASS 0
 DP0092
 DP0092.The horizontal coordinates were scaled from a topographic map and have
 DP0092.an estimated accuracy of +/- 6 seconds.
 DP0092
 DP0092.The orthometric height was determined by differential leveling
 DP0092.and adjusted by the National Geodetic Survey in June 1991..
 DP0092
 DP0092.The geoid height was determined by GEOID03.
 DP0092
 DP0092.The dynamic height is computed by dividing the NAVD 88
 DP0092.geopotential number by the normal gravity value computed on the
 DP0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0092.degrees latitude (g = 980.6199 gals.).
 DP0092
 DP0092.The modeled gravity was interpolated from observed gravity values.
 DP0092
 DP0092;                    North         East    Units  Estimated Accuracy
 DP0092;SPC TXNC     - 2,169,720.      369,880.      MT  (+/- 180 meters Scaled)
 DP0092
 DP0092                          SUPERSEDED SURVEY CONTROL
 DP0092
 DP0092  NGVD 29 (??/??/92)  716.176  (m)         2349.65   (f) ADJ UNCH    2 0
 DP0092
 DP0092.Superseded values are not recommended for survey control.
 DP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0092.See file dsdata.txt to determine how the superseded data were derived.
 DP0092
 DP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB165721(NAD 83)
 DP0092_MARKER: DB = BENCH MARK DISK
 DP0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0092_STAMPING: M 474 1935
 DP0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0092+STABILITY: SURFACE MOTION
 DP0092
 DP0092  HISTORY     - Date     Condition        Report By
 DP0092  HISTORY     - 1935     MONUMENTED       CGS
 DP0092  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0092
 DP0092                          STATION DESCRIPTION
 DP0092
 DP0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0092'15.0 MI W FROM CLAIREMONT.
 DP0092'15.0 MILES WEST ALONG U. S. HIGHWAY 380 FROM CLAIREMONT, KENT COUNTY,
 DP0092'100 YARDS WEST OF THE SUMMIT OF A HILL, 27 FEET SOUTH OF A HIGHWAY
 DP0092'MARKER, 44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 DP0092'NORTH OF A FENCE.  A STANDARD DISK, STAMPED M 474 1935 AND SET IN THE
 DP0092'TOP OF A CONCRETE POST.  NOTE-- RD. CONSTR. IN AREA.
 DP0092
 DP0092                          STATION RECOVERY (1968)
 DP0092
 DP0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0043 ***********************************************************************
 DP0043  DESIGNATION -  M 475
 DP0043  PID         -  DP0043
 DP0043  STATE/COUNTY-  TX/STONEWALL
 DP0043  USGS QUAD   -  PEACOCK (1968)
 DP0043
 DP0043                         *CURRENT SURVEY CONTROL
 DP0043  ___________________________________________________________________
 DP0043* NAD 83(1986)-  33 10 49.     (N)    100 25 44.     (W)     SCALED    
 DP0043* NAVD 88     -       552.551  (meters)    1812.83   (feet)  ADJUSTED  
 DP0043  ___________________________________________________________________
 DP0043  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DP0043  DYNAMIC HT  -         551.865 (meters)    1810.58  (feet)  COMP
 DP0043  MODELED GRAV-     979,378.9   (mgal)                       NAVD 88
 DP0043
 DP0043  VERT ORDER  -  SECOND    CLASS 0
 DP0043
 DP0043.The horizontal coordinates were scaled from a topographic map and have
 DP0043.an estimated accuracy of +/- 6 seconds.
 DP0043
 DP0043.The orthometric height was determined by differential leveling
 DP0043.and adjusted by the National Geodetic Survey in June 1991..
 DP0043
 DP0043.The geoid height was determined by GEOID03.
 DP0043
 DP0043.The dynamic height is computed by dividing the NAVD 88
 DP0043.geopotential number by the normal gravity value computed on the
 DP0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0043.degrees latitude (g = 980.6199 gals.).
 DP0043
 DP0043.The modeled gravity was interpolated from observed gravity values.
 DP0043
 DP0043;                    North         East    Units  Estimated Accuracy
 DP0043;SPC TXNC     - 2,169,500.      420,140.      MT  (+/- 180 meters Scaled)
 DP0043
 DP0043                          SUPERSEDED SURVEY CONTROL
 DP0043
 DP0043  NGVD 29 (??/??/92)  552.335  (m)         1812.12   (f) ADJ UNCH    2 0
 DP0043
 DP0043.Superseded values are not recommended for survey control.
 DP0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0043.See file dsdata.txt to determine how the superseded data were derived.
 DP0043
 DP0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB667721(NAD 83)
 DP0043_MARKER: DB = BENCH MARK DISK
 DP0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0043_STAMPING: M 475 1935
 DP0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0043+STABILITY: SURFACE MOTION
 DP0043
 DP0043  HISTORY     - Date     Condition        Report By
 DP0043  HISTORY     - 1935     MONUMENTED       CGS
 DP0043  HISTORY     - 1958     POOR             NGS
 DP0043  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0043
 DP0043                          STATION DESCRIPTION
 DP0043
 DP0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0043'2.4 MI W FROM PEACOCK.
 DP0043'2.4 MILES WEST ALONG THE WICHITA VALLEY RAILWAY FROM PEACOCK,
 DP0043'STONEWALL COUNTY, 50 YARDS EAST OF CULVERT B 159.72, AT THE NORTHEAST
 DP0043'CORNER OF A ROAD CROSSING, 49 FEET EAST OF THE CENTERLINE OF THE
 DP0043'TRACK, AND 1 FOOT NORTHWEST OF A FENCE CORNER.  A STANDARD DISK,
 DP0043'STAMPED M 475 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 DP0043'MARK IS IN THE NORTH EDGE OF A ROAD.
 DP0043
 DP0043                          STATION RECOVERY (1968)
 DP0043
 DP0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0206 ***********************************************************************
 CU0206  DESIGNATION -  M 476
 CU0206  PID         -  CU0206
 CU0206  STATE/COUNTY-  TX/NOLAN
 CU0206  USGS QUAD   -  BLACKWELL (1987)
 CU0206
 CU0206                         *CURRENT SURVEY CONTROL
 CU0206  ___________________________________________________________________
 CU0206* NAD 83(1986)-  32 05 07.     (N)    100 19 16.     (W)     SCALED    
 CU0206* NAVD 88     -       641.709  (meters)    2105.34   (feet)  ADJUSTED  
 CU0206  ___________________________________________________________________
 CU0206  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CU0206  DYNAMIC HT  -         640.861 (meters)    2102.56  (feet)  COMP
 CU0206  MODELED GRAV-     979,296.7   (mgal)                       NAVD 88
 CU0206
 CU0206  VERT ORDER  -  SECOND    CLASS 0
 CU0206
 CU0206.The horizontal coordinates were scaled from a topographic map and have
 CU0206.an estimated accuracy of +/- 6 seconds.
 CU0206
 CU0206.The orthometric height was determined by differential leveling
 CU0206.and adjusted by the National Geodetic Survey in June 1991..
 CU0206
 CU0206.The geoid height was determined by GEOID03.
 CU0206
 CU0206.The dynamic height is computed by dividing the NAVD 88
 CU0206.geopotential number by the normal gravity value computed on the
 CU0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0206.degrees latitude (g = 980.6199 gals.).
 CU0206
 CU0206.The modeled gravity was interpolated from observed gravity values.
 CU0206
 CU0206;                    North         East    Units  Estimated Accuracy
 CU0206;SPC TXNC     - 2,047,910.      428,080.      MT  (+/- 180 meters Scaled)
 CU0206
 CU0206                          SUPERSEDED SURVEY CONTROL
 CU0206
 CU0206  NGVD 29 (??/??/92)  641.514  (m)         2104.70   (f) ADJ UNCH    2 0
 CU0206
 CU0206.Superseded values are not recommended for survey control.
 CU0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0206.See file dsdata.txt to determine how the superseded data were derived.
 CU0206
 CU0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA753506(NAD 83)
 CU0206_MARKER: DB = BENCH MARK DISK
 CU0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0206_STAMPING: 2104.700 M 476 1935
 CU0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0206+STABILITY: SURFACE MOTION
 CU0206
 CU0206  HISTORY     - Date     Condition        Report By
 CU0206  HISTORY     - 1935     MONUMENTED       CGS
 CU0206  HISTORY     - 1958     GOOD             NGS
 CU0206
 CU0206                          STATION DESCRIPTION
 CU0206
 CU0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0206'IN BLACKWELL.
 CU0206'AT BLACKWELL, NOLAN COUNTY, ON THE PANHANDLE AND SANTA FE RAILWAY, 175
 CU0206'FEET NORTH WEST OF THE STATION, 3 FEET NORTH OF MILEPOST 671, AT A
 CU0206'ROAD CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 35
 CU0206'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 CU0206'2104.700 M 476 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0608 ***********************************************************************
 CA0608  DESIGNATION -  M 477
 CA0608  PID         -  CA0608
 CA0608  STATE/COUNTY-  TX/CONCHO
 CA0608  USGS QUAD   -  MILLERSVIEW NW (1987)
 CA0608
 CA0608                         *CURRENT SURVEY CONTROL
 CA0608  ___________________________________________________________________
 CA0608* NAD 83(1993)-  31 28 26.43911(N)    099 54 41.99593(W)     ADJUSTED  
 CA0608* NAVD 88     -       526.668  (meters)    1727.91   (feet)  ADJUSTED  
 CA0608  ___________________________________________________________________
 CA0608  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CA0608  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 CA0608  DYNAMIC HT  -         525.954 (meters)    1725.57  (feet)  COMP
 CA0608  MODELED GRAV-     979,267.4   (mgal)                       NAVD 88
 CA0608
 CA0608  HORZ ORDER  -  SECOND
 CA0608  VERT ORDER  -  SECOND    CLASS 0
 CA0608
 CA0608.The horizontal coordinates were established by classical geodetic methods
 CA0608.and adjusted by the National Geodetic Survey in February 1996..
 CA0608
 CA0608.The orthometric height was determined by differential leveling
 CA0608.and adjusted by the National Geodetic Survey in June 1991..
 CA0608
 CA0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0608
 CA0608.The geoid height was determined by GEOID03.
 CA0608
 CA0608.The dynamic height is computed by dividing the NAVD 88
 CA0608.geopotential number by the normal gravity value computed on the
 CA0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0608.degrees latitude (g = 980.6199 gals.).
 CA0608
 CA0608.The modeled gravity was interpolated from observed gravity values.
 CA0608
 CA0608;                    North         East     Units Scale Factor Converg.
 CA0608;SPC TX C     - 3,200,432.178   740,067.021   MT  0.99991565   +0 13 01.9
 CA0608;SPC TX C     -10,500,084.57  2,428,036.55   sFT  0.99991565   +0 13 01.9
 CA0608;UTM  14      - 3,482,495.923   413,398.688   MT  0.99969250   -0 28 33.7
 CA0608
 CA0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0608!SPC TX C     -   0.99992118  x   0.99991565  =   0.99983683
 CA0608!UTM  14      -   0.99992118  x   0.99969250  =   0.99961370
 CA0608
 CA0608                          SUPERSEDED SURVEY CONTROL
 CA0608
 CA0608  NAD 83(1986)-  31 28 26.44621(N)    099 54 41.98158(W) AD(       ) 2
 CA0608  NAD 27      -  31 28 25.87493(N)    099 54 40.70159(W) AD(       ) 2
 CA0608  NGVD 29 (??/??/92)  526.551  (m)         1727.53   (f) ADJ UNCH    2 0
 CA0608
 CA0608.Superseded values are not recommended for survey control.
 CA0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0608.See file dsdata.txt to determine how the superseded data were derived.
 CA0608
 CA0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1339982496(NAD 83)
 CA0608_MARKER: DB = BENCH MARK DISK
 CA0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0608_STAMPING: M 477 1935
 CA0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0608+STABILITY: SURFACE MOTION
 CA0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0608+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 CA0608
 CA0608  HISTORY     - Date     Condition        Report By
 CA0608  HISTORY     - 1967     MONUMENTED       CGS
 CA0608  HISTORY     - 1940     GOOD             NGS
 CA0608  HISTORY     - 19991231 GOOD             USPSQD
 CA0608  HISTORY     - 20040326 GOOD             GEOCAC
 CA0608  HISTORY     - 20050727 GOOD             USPSQD
 CA0608
 CA0608                          STATION DESCRIPTION
 CA0608
 CA0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CA0608'THE STATION IS LOCATED ABOUT 18.3 MILES SOUTH AND 2.1 MILES
 CA0608'EAST OF BALLINGER, ABOUT 2.3 MILES SOUTH AND 0.5 MILE EAST
 CA0608'OF PAINT ROCK, IN THE RIGHT-OF-WAY OF U.S. HIGHWAY 83.
 CA0608'
 CA0608'A USC AND GS BRONZE BENCH MARK DISK,
 CA0608'SET IN TOP OF CONCRETE POST.  THE DISK PROJECTS ABOUT 0.3
 CA0608'FEET ON THE NORTH SIDE OF A GRAVELED T-ROAD EAST AT THE
 CA0608'BASE OF A POWER LINE POLE AND IS STAMPED M-477 1935.
 CA0608
 CA0608                          STATION RECOVERY (1940)
 CA0608
 CA0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CA0608'2.5 MI S FROM PAINT ROCK.
 CA0608'2.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COUNTY COURTHOUSE AT
 CA0608'PAINT ROCK, AT THE JUNCTION OF A ROAD LEADING EAST, 50 FEET EAST OF
 CA0608'THE CENTERLINE OF THE HIGHWAY, 45 FEET NORTH OF THE CENTERLINE OF THE
 CA0608'ROAD, AND 1 FOOT SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED M
 CA0608'477 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CA0608
 CA0608                          STATION RECOVERY (1999)
 CA0608
 CA0608'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0608'RECOVERED IN GOOD CONDITION.
 CA0608
 CA0608                          STATION RECOVERY (2004)
 CA0608
 CA0608'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 CA0608'RECOVERED IN GOOD CONDITION.
 CA0608
 CA0608                          STATION RECOVERY (2005)
 CA0608
 CA0608'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CA0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0300 ***********************************************************************
 CS0300  DESIGNATION -  M 478
 CS0300  PID         -  CS0300
 CS0300  STATE/COUNTY-  TX/KAUFMAN
 CS0300  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0300
 CS0300                         *CURRENT SURVEY CONTROL
 CS0300  ___________________________________________________________________
 CS0300* NAD 83(1986)-  32 43 13.     (N)    096 16 24.     (W)     SCALED    
 CS0300* NAVD 88     -       145.721  (meters)     478.09   (feet)  ADJUSTED  
 CS0300  ___________________________________________________________________
 CS0300  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0300  DYNAMIC HT  -         145.560 (meters)     477.56  (feet)  COMP
 CS0300  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 CS0300
 CS0300  VERT ORDER  -  SECOND    CLASS 0
 CS0300
 CS0300.The horizontal coordinates were scaled from a topographic map and have
 CS0300.an estimated accuracy of +/- 6 seconds.
 CS0300
 CS0300.The orthometric height was determined by differential leveling
 CS0300.and adjusted by the National Geodetic Survey in June 1991..
 CS0300
 CS0300.The geoid height was determined by GEOID03.
 CS0300
 CS0300.The dynamic height is computed by dividing the NAVD 88
 CS0300.geopotential number by the normal gravity value computed on the
 CS0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0300.degrees latitude (g = 980.6199 gals.).
 CS0300
 CS0300.The modeled gravity was interpolated from observed gravity values.
 CS0300
 CS0300;                    North         East    Units  Estimated Accuracy
 CS0300;SPC TXNC     - 2,119,050.      808,710.      MT  (+/- 180 meters Scaled)
 CS0300
 CS0300                          SUPERSEDED SURVEY CONTROL
 CS0300
 CS0300  NGVD 29 (??/??/92)  145.730  (m)          478.12   (f) ADJ UNCH    2 0
 CS0300
 CS0300.Superseded values are not recommended for survey control.
 CS0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0300.See file dsdata.txt to determine how the superseded data were derived.
 CS0300
 CS0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB555235(NAD 83)
 CS0300_MARKER: DB = BENCH MARK DISK
 CS0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0300_STAMPING: M 478 1948
 CS0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0300+STABILITY: SURFACE MOTION
 CS0300
 CS0300  HISTORY     - Date     Condition        Report By
 CS0300  HISTORY     - 1948     MONUMENTED       CGS
 CS0300
 CS0300                          STATION DESCRIPTION
 CS0300
 CS0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0300'1.0 MI S FROM TERRELL.
 CS0300'1.0 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE UNION
 CS0300'STATION AT TERRELL, AT THE KAUFMAN COUNTY AIRPORT, 235 YARDS (PACED)
 CS0300'EAST OF THE TRACK, 36.4 FEET EAST OF THE SOUTHWEST CORNER OF THE
 CS0300'OPERATIONS BUILDING, 29.2 FEET WEST OF THE CENTER LINE OF THE MAIN
 CS0300'(SOUTH) ENTRANCE TO THE OPERATIONS BUILDING, 10.0 FEET EAST OF THE
 CS0300'EAST EDGE OF A CONCRETE SIDEWALK, 7.6 FEET SOUTH OF THE SOUTH WALL OF
 CS0300'THE WEST PORTION OF THE BUILDING, AND SET IN THE TOP OF A CONCRETE
 CS0300'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0289 ***********************************************************************
 CS0289  DESIGNATION -  M 479
 CS0289  PID         -  CS0289
 CS0289  STATE/COUNTY-  TX/KAUFMAN
 CS0289  USGS QUAD   -  OLA (1981)
 CS0289
 CS0289                         *CURRENT SURVEY CONTROL
 CS0289  ___________________________________________________________________
 CS0289* NAD 83(1986)-  32 34 14.     (N)    096 08 45.     (W)     SCALED    
 CS0289* NAVD 88     -       127.158  (meters)     417.18   (feet)  ADJUSTED  
 CS0289  ___________________________________________________________________
 CS0289  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0289  DYNAMIC HT  -         127.014 (meters)     416.71  (feet)  COMP
 CS0289  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 CS0289
 CS0289  VERT ORDER  -  SECOND    CLASS 0
 CS0289
 CS0289.The horizontal coordinates were scaled from a topographic map and have
 CS0289.an estimated accuracy of +/- 6 seconds.
 CS0289
 CS0289.The orthometric height was determined by differential leveling
 CS0289.and adjusted by the National Geodetic Survey in June 1991..
 CS0289
 CS0289.The geoid height was determined by GEOID03.
 CS0289
 CS0289.The dynamic height is computed by dividing the NAVD 88
 CS0289.geopotential number by the normal gravity value computed on the
 CS0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0289.degrees latitude (g = 980.6199 gals.).
 CS0289
 CS0289.The modeled gravity was interpolated from observed gravity values.
 CS0289
 CS0289;                    North         East    Units  Estimated Accuracy
 CS0289;SPC TXNC     - 2,102,710.      821,030.      MT  (+/- 180 meters Scaled)
 CS0289
 CS0289                          SUPERSEDED SURVEY CONTROL
 CS0289
 CS0289  NGVD 29 (??/??/92)  127.168  (m)          417.22   (f) ADJ UNCH    2 0
 CS0289
 CS0289.Superseded values are not recommended for survey control.
 CS0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0289.See file dsdata.txt to determine how the superseded data were derived.
 CS0289
 CS0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB679072(NAD 83)
 CS0289_MARKER: DB = BENCH MARK DISK
 CS0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0289_STAMPING: M 479 1948
 CS0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0289+STABILITY: SURFACE MOTION
 CS0289
 CS0289  HISTORY     - Date     Condition        Report By
 CS0289  HISTORY     - 1948     MONUMENTED       CGS
 CS0289
 CS0289                          STATION DESCRIPTION
 CS0289
 CS0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0289'1.75 MI E FROM OLA.
 CS0289'1.75 MILES EAST ALONG STATE HIGHWAY 243 FROM THE CHURCH OF CHRIST AT
 CS0289'OLA, 1.1 MILES WEST OF BENCH MARK L 479, AT A JUNCTION WITH A PRIVATE
 CS0289'ROAD LEADING SOUTH TO A TWO-STORY FARMHOUSE, 74.0 FEET SOUTH OF THE
 CS0289'CENTER LINE OF THE HIGHWAY, 47.4 FEET SOUTHEAST OF THE SOUTHEAST
 CS0289'CORNER OF THE CONCRETE FOUNDATION OF A STEEL CATTLEGUARD ACROSS THE
 CS0289'PRIVATE ROAD, 43.0 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD,
 CS0289'21.0 FEET SOUTH OF A FENCE CORNER, 1.7 FEET WEST OF A FENCE, 2.0 FEET
 CS0289'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CS0289'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0448 ***********************************************************************
 AB0448  DESIGNATION -  M 48
 AB0448  PID         -  AB0448
 AB0448  STATE/COUNTY-  TX/CAMERON
 AB0448  USGS QUAD   -  HARLINGEN (1983)
 AB0448
 AB0448                         *CURRENT SURVEY CONTROL
 AB0448  ___________________________________________________________________
 AB0448* NAD 83(1986)-  26 11 31.     (N)    097 41 50.     (W)     SCALED    
 AB0448* NAVD 88     -        13.654  (meters)      44.80   (feet)  ADJUSTED  
 AB0448  ___________________________________________________________________
 AB0448  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AB0448  DYNAMIC HT  -          13.632 (meters)      44.72  (feet)  COMP
 AB0448  MODELED GRAV-     979,034.2   (mgal)                       NAVD 88
 AB0448
 AB0448  VERT ORDER  -  FIRST     CLASS II
 AB0448
 AB0448.The horizontal coordinates were scaled from a topographic map and have
 AB0448.an estimated accuracy of +/- 6 seconds.
 AB0448
 AB0448.The orthometric height was determined by differential leveling
 AB0448.and adjusted by the National Geodetic Survey in June 1991..
 AB0448
 AB0448.The geoid height was determined by GEOID03.
 AB0448
 AB0448.The dynamic height is computed by dividing the NAVD 88
 AB0448.geopotential number by the normal gravity value computed on the
 AB0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0448.degrees latitude (g = 980.6199 gals.).
 AB0448
 AB0448.The modeled gravity was interpolated from observed gravity values.
 AB0448
 AB0448;                    North         East    Units  Estimated Accuracy
 AB0448;SPC TX S     - 5,058,450.      380,240.      MT  (+/- 180 meters Scaled)
 AB0448
 AB0448                          SUPERSEDED SURVEY CONTROL
 AB0448
 AB0448  NGVD 29 (??/??/92)   13.760  (m)           45.14   (f) ADJ UNCH    1 2
 AB0448
 AB0448.Superseded values are not recommended for survey control.
 AB0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0448.See file dsdata.txt to determine how the superseded data were derived.
 AB0448
 AB0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP301975(NAD 83)
 AB0448_MARKER: DB = BENCH MARK DISK
 AB0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0448_SP_SET: BUILDING WINDOW
 AB0448_STAMPING: M 48 1918 ELEV. 44.99 FT.
 AB0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0448
 AB0448  HISTORY     - Date     Condition        Report By
 AB0448  HISTORY     - 1918     MONUMENTED       CGS
 AB0448  HISTORY     - 1942     GOOD             NGS
 AB0448  HISTORY     - 20040119 MARK NOT FOUND   GEOCAC
 AB0448
 AB0448                          STATION DESCRIPTION
 AB0448
 AB0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0448'IN HARLINGEN.
 AB0448'BENCH MARK IS SET VERTICALLY IN THE CENTER OF THE SOUTHWEST BAY WINDOW
 AB0448'OF THE MISSOURI PACIFIC RAILROAD STATION.  IT IS 22.6 FEET NORTHEAST
 AB0448'OF AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF THE TRACK, 1.1 FOOT
 AB0448'BELOW THE TOP OF THE WINDOW SILL, 2.2 FEET ABOVE THE PAVEMENT.
 AB0448
 AB0448                          STATION RECOVERY (2004)
 AB0448
 AB0448'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0448'RAILROAD STATION NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0895 ***********************************************************************
 AB0895  DESIGNATION -  M 48 C CO
 AB0895  PID         -  AB0895
 AB0895  STATE/COUNTY-  TX/CAMERON
 AB0895  USGS QUAD   -  LA PALOMA (1970)
 AB0895
 AB0895                         *CURRENT SURVEY CONTROL
 AB0895  ___________________________________________________________________
 AB0895* NAD 83(1986)-  26 03 07.     (N)    097 44 46.     (W)     SCALED    
 AB0895* NAVD 88     -        17.230  (meters)      56.53   (feet)  ADJUSTED  
 AB0895  ___________________________________________________________________
 AB0895  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AB0895  DYNAMIC HT  -          17.202 (meters)      56.44  (feet)  COMP
 AB0895  MODELED GRAV-     979,018.0   (mgal)                       NAVD 88
 AB0895
 AB0895  VERT ORDER  -  SECOND    CLASS 0
 AB0895
 AB0895.The horizontal coordinates were scaled from a topographic map and have
 AB0895.an estimated accuracy of +/- 6 seconds.
 AB0895
 AB0895.The orthometric height was determined by differential leveling
 AB0895.and adjusted by the National Geodetic Survey in June 1991..
 AB0895
 AB0895.The geoid height was determined by GEOID03.
 AB0895
 AB0895.The dynamic height is computed by dividing the NAVD 88
 AB0895.geopotential number by the normal gravity value computed on the
 AB0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0895.degrees latitude (g = 980.6199 gals.).
 AB0895
 AB0895.The modeled gravity was interpolated from observed gravity values.
 AB0895
 AB0895;                    North         East    Units  Estimated Accuracy
 AB0895;SPC TX S     - 5,042,910.      375,450.      MT  (+/- 180 meters Scaled)
 AB0895
 AB0895                          SUPERSEDED SURVEY CONTROL
 AB0895
 AB0895  NGVD 29 (??/??/92)   17.335  (m)           56.87   (f) ADJ UNCH    2 0
 AB0895
 AB0895.Superseded values are not recommended for survey control.
 AB0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0895.See file dsdata.txt to determine how the superseded data were derived.
 AB0895
 AB0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP254820(NAD 83)
 AB0895_MARKER: DD = SURVEY DISK
 AB0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0895_SP_SET: CULVERT
 AB0895_STAMPING: M 48 56.89
 AB0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0895
 AB0895  HISTORY     - Date     Condition        Report By
 AB0895  HISTORY     - UNK      MONUMENTED
 AB0895  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0895
 AB0895                          STATION DESCRIPTION
 AB0895
 AB0895'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0895'3.1 MI W FROM LANDRUM.
 AB0895'3.1 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0895'LANDRUM, CAMERON COUNTY, AT LOS INDIOS, AT THE CROSSING OF THE
 AB0895'MISSOURI PACIFIC RAILROAD, 48 FEET WEST OF THE CENTERLINE OF THE
 AB0895'TRACK, 17 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 93 FEET WEST OF
 AB0895'POWER LINE POLE 161, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN
 AB0895'THE CENTER OF THE TOP OF THE SOUTH HEADWALL, AND LEVEL WITH THE
 AB0895'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0449 ***********************************************************************
 AB0449  DESIGNATION -  M 48 RESET 1956
 AB0449  PID         -  AB0449
 AB0449  STATE/COUNTY-  TX/CAMERON
 AB0449  USGS QUAD   -  HARLINGEN (1983)
 AB0449
 AB0449                         *CURRENT SURVEY CONTROL
 AB0449  ___________________________________________________________________
 AB0449* NAD 83(1986)-  26 11 29.     (N)    097 41 50.     (W)     SCALED    
 AB0449* NAVD 88     -        13.246  (meters)      43.46   (feet)  ADJUSTED  
 AB0449  ___________________________________________________________________
 AB0449  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AB0449  DYNAMIC HT  -          13.224 (meters)      43.39  (feet)  COMP
 AB0449  MODELED GRAV-     979,034.2   (mgal)                       NAVD 88
 AB0449
 AB0449  VERT ORDER  -  FIRST     CLASS II
 AB0449
 AB0449.The horizontal coordinates were scaled from a topographic map and have
 AB0449.an estimated accuracy of +/- 6 seconds.
 AB0449
 AB0449.The orthometric height was determined by differential leveling
 AB0449.and adjusted by the National Geodetic Survey in June 1991..
 AB0449
 AB0449.The geoid height was determined by GEOID03.
 AB0449
 AB0449.The dynamic height is computed by dividing the NAVD 88
 AB0449.geopotential number by the normal gravity value computed on the
 AB0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0449.degrees latitude (g = 980.6199 gals.).
 AB0449
 AB0449.The modeled gravity was interpolated from observed gravity values.
 AB0449
 AB0449;                    North         East    Units  Estimated Accuracy
 AB0449;SPC TX S     - 5,058,390.      380,240.      MT  (+/- 180 meters Scaled)
 AB0449
 AB0449                          SUPERSEDED SURVEY CONTROL
 AB0449
 AB0449.No superseded survey control is available for this station.
 AB0449
 AB0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP301975(NAD 83)
 AB0449_MARKER: DB = BENCH MARK DISK
 AB0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0449_SP_SET: FLOOR
 AB0449_STAMPING: M 48 RESET 1956
 AB0449_MARK LOGO: CGS   
 AB0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0449
 AB0449  HISTORY     - Date     Condition        Report By
 AB0449  HISTORY     - 1956     MONUMENTED       MPRR
 AB0449  HISTORY     - 1957     GOOD             MPRR
 AB0449  HISTORY     - 1981     GOOD             NGS
 AB0449  HISTORY     - 19910325 MARK NOT FOUND   USPSQD
 AB0449  HISTORY     - 19930212 GOOD             USPSQD
 AB0449
 AB0449                          STATION DESCRIPTION
 AB0449
 AB0449'DESCRIBED BY MISSOURI PACIFIC RAILROAD 1957
 AB0449'IN HARLINGEN.
 AB0449'AT HARLINGEN, CAMERON COUNTY, AT THE SOUTHERN PACIFIC LINES STATION,
 AB0449'SET HORIZONTALLY IN THE FLOOR SLAB OF THE NORTH PORCH, 1.875 FEET
 AB0449'SOUTHEAST FROM THE NORTH EDGE OF THE FLOOR SLAB, 7 INCHES
 AB0449'SOUTHEASTERLY FROM THE WEST EDGE OF THE CONCRETE SLAB, 1740 FEET
 AB0449'SOUTHEASTERLY FROM THE OLD BENCH MARK M 48, ALONG THE CENTERLINE OF
 AB0449'THE TRACK FROM A POINT PERPENDICULAR TO AND 22.6 FEET SOUTHWEST FROM
 AB0449'OLD BENCH MARK M 48, TO A POINT IN THE CENTERLINE OF THE TRACK WHICH
 AB0449'IS 24.5 FEET NORTHEAST FROM AND PERPENDICULAR TO THE RESET MARK, AND
 AB0449'18.02 FEET SOUTH FROM THE OUTSIDE FACE OF THE NORTH RETAINING WALL.
 AB0449
 AB0449                          STATION RECOVERY (1981)
 AB0449
 AB0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0449'0.2 KM (0.1 MI) SOUTHEAST ALONG SOUTH COMMERCE STREET FROM THE CITY
 AB0449'HALL IN HARLINGEN, SET IN THE FLOOR SLAB OF THE NORTH PORCH OF THE
 AB0449'CONTINENTAL TRAILWAYS BUS STATION, LOCATED AT 518 SOUTH COMMERCE
 AB0449'STREET NOTE THIS BUILDING WAS FORMERLY THE MISSOURI PACIFIC RAILROAD
 AB0449'DEPOT, 10.8 METERS (35.5 FT) SOUTH SOUTHWEST OF THE NORTHEAST CORNER
 AB0449'OF THE SLAB, 10.0 METERS (33.0 FT) WEST SOUTHWEST OF THE NORTHEAST
 AB0449'CORNER OF THE BUILDING, 5.6 METERS (18.5 FT) SOUTHEAST OF THE
 AB0449'NORTHWEST CORNER OF THE SLAB, 5.6 METERS (18.5 FT) WEST OF THE CENTER
 AB0449'OF THE DOOR OF THE NORTH ENTRANCE, 4.1 METERS (13.5 FT) NORTH OF THE
 AB0449'NORTH FACE OF THE BUILDING AND 1.3 METERS (4.5 FT) EAST NORTHEAST OF A
 AB0449'CHAIN LINK FENCE.
 AB0449'THE MARK IS 0.9 M ABOVE HIGHWAY.
 AB0449
 AB0449                          STATION RECOVERY (1991)
 AB0449
 AB0449'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0449'MARK NOT FOUND.
 AB0449
 AB0449                          STATION RECOVERY (1993)
 AB0449
 AB0449'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0282 ***********************************************************************
 CS0282  DESIGNATION -  M 480
 CS0282  PID         -  CS0282
 CS0282  STATE/COUNTY-  TX/KAUFMAN
 CS0282  USGS QUAD   -  KAUFMAN (1963)
 CS0282
 CS0282                         *CURRENT SURVEY CONTROL
 CS0282  ___________________________________________________________________
 CS0282* NAD 83(1986)-  32 34 56.     (N)    096 15 29.     (W)     SCALED    
 CS0282* NAVD 88     -       130.485  (meters)     428.10   (feet)  ADJUSTED  
 CS0282  ___________________________________________________________________
 CS0282  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0282  DYNAMIC HT  -         130.339 (meters)     427.62  (feet)  COMP
 CS0282  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 CS0282
 CS0282  VERT ORDER  -  SECOND    CLASS 0
 CS0282
 CS0282.The horizontal coordinates were scaled from a topographic map and have
 CS0282.an estimated accuracy of +/- 6 seconds.
 CS0282
 CS0282.The orthometric height was determined by differential leveling
 CS0282.and adjusted by the National Geodetic Survey in June 1991..
 CS0282
 CS0282.The geoid height was determined by GEOID03.
 CS0282
 CS0282.The dynamic height is computed by dividing the NAVD 88
 CS0282.geopotential number by the normal gravity value computed on the
 CS0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0282.degrees latitude (g = 980.6199 gals.).
 CS0282
 CS0282.The modeled gravity was interpolated from observed gravity values.
 CS0282
 CS0282;                    North         East    Units  Estimated Accuracy
 CS0282;SPC TXNC     - 2,103,770.      810,460.      MT  (+/- 180 meters Scaled)
 CS0282
 CS0282                          SUPERSEDED SURVEY CONTROL
 CS0282
 CS0282  NGVD 29 (??/??/92)  130.493  (m)          428.13   (f) ADJ UNCH    2 0
 CS0282
 CS0282.Superseded values are not recommended for survey control.
 CS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0282.See file dsdata.txt to determine how the superseded data were derived.
 CS0282
 CS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB573082(NAD 83)
 CS0282_MARKER: DB = BENCH MARK DISK
 CS0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0282_STAMPING: M 480 1948
 CS0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0282+STABILITY: SURFACE MOTION
 CS0282
 CS0282  HISTORY     - Date     Condition        Report By
 CS0282  HISTORY     - 1948     MONUMENTED       CGS
 CS0282
 CS0282                          STATION DESCRIPTION
 CS0282
 CS0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0282'2.25 MI E FROM KAUFMAN.
 CS0282'2.25 MILES EAST ALONG STATE HIGHWAY 243 FROM THE JUNCTION WITH STATE
 CS0282'HIGHWAY 34 AT THE NORTHEAST EDGE OF KAUFMAN, 224 YARDS (PACED) EAST OF
 CS0282'AN 80-FOOT WOODEN BRIDGE OVER COTTONWOOD CREEK, 71.0 FEET NORTH OF THE
 CS0282'CENTER LINE OF THE HIGHWAY, 20.5 FEET WEST OF A POINT 74.3 FEET SOUTH
 CS0282'OF THE B. H. BAILEY RESIDENCE, 95.0 FEET WEST OF THE CENTER LINE OF A
 CS0282'DRIVE LEADING TO THE BAILEY HOME, 23.4 FEET SOUTH SOUTHWEST OF A WELL
 CS0282'PUMP, 4.1 FEET EAST NORTHEAST OF A POWER POLE, AND SET IN THE TOP OF A
 CS0282'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1030 ***********************************************************************
 AY1030  DESIGNATION -  M 481
 AY1030  PID         -  AY1030
 AY1030  STATE/COUNTY-  TX/BEXAR
 AY1030  USGS QUAD   -  HELOTES (1992)
 AY1030
 AY1030                         *CURRENT SURVEY CONTROL
 AY1030  ___________________________________________________________________
 AY1030* NAD 83(1986)-  29 37 12.     (N)    098 44 35.     (W)     SCALED    
 AY1030* NAVD 88     -       394.180  (meters)    1293.24   (feet)  ADJUSTED  
 AY1030  ___________________________________________________________________
 AY1030  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AY1030  DYNAMIC HT  -         393.602 (meters)    1291.34  (feet)  COMP
 AY1030  MODELED GRAV-     979,163.6   (mgal)                       NAVD 88
 AY1030
 AY1030  VERT ORDER  -  SECOND    CLASS 0
 AY1030
 AY1030.The horizontal coordinates were scaled from a topographic map and have
 AY1030.an estimated accuracy of +/- 6 seconds.
 AY1030
 AY1030.The orthometric height was determined by differential leveling
 AY1030.and adjusted by the National Geodetic Survey in June 1991..
 AY1030
 AY1030.The geoid height was determined by GEOID03.
 AY1030
 AY1030.The dynamic height is computed by dividing the NAVD 88
 AY1030.geopotential number by the normal gravity value computed on the
 AY1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1030.degrees latitude (g = 980.6199 gals.).
 AY1030
 AY1030.The modeled gravity was interpolated from observed gravity values.
 AY1030
 AY1030;                    North         East    Units  Estimated Accuracy
 AY1030;SPC TXSC     - 4,198,040.      624,880.      MT  (+/- 180 meters Scaled)
 AY1030
 AY1030                          SUPERSEDED SURVEY CONTROL
 AY1030
 AY1030  NGVD 29 (??/??/92)  394.075  (m)         1292.89   (f) ADJ UNCH    2 0
 AY1030
 AY1030.Superseded values are not recommended for survey control.
 AY1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1030.See file dsdata.txt to determine how the superseded data were derived.
 AY1030
 AY1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT248767(NAD 83)
 AY1030_MARKER: DB = BENCH MARK DISK
 AY1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1030_STAMPING: M 481 1935
 AY1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1030+STABILITY: SURFACE MOTION
 AY1030
 AY1030  HISTORY     - Date     Condition        Report By
 AY1030  HISTORY     - 1935     MONUMENTED       CGS
 AY1030  HISTORY     - 1953     GOOD             NGS
 AY1030  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY1030  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1030  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1030
 AY1030                          STATION DESCRIPTION
 AY1030
 AY1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1030'4.85 MI NW FROM HELOTES.
 AY1030'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1030'HELOTES, ON THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY, 83 FEET NORTH
 AY1030'OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTH OF THE CENTER LINE OF
 AY1030'A PRIVATE ROAD, 190 FEET WEST OF THE CENTER OF THE JUNCTION OF THE
 AY1030'HIGHWAY AND THE PRIVATE ROAD, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF
 AY1030'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 AY1030'FOOT ABOVE THE GROUND.
 AY1030
 AY1030                          STATION RECOVERY (1986)
 AY1030
 AY1030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY1030'MARK NOT FOUND.
 AY1030
 AY1030                          STATION RECOVERY (1990)
 AY1030
 AY1030'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1030'MARK NOT FOUND.
 AY1030
 AY1030                          STATION RECOVERY (2002)
 AY1030
 AY1030'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0108 ***********************************************************************
 AZ0108  DESIGNATION -  M 482
 AZ0108  PID         -  AZ0108
 AZ0108  STATE/COUNTY-  TX/UVALDE
 AZ0108  USGS QUAD   -  LAGUNA (1974)
 AZ0108
 AZ0108                         *CURRENT SURVEY CONTROL
 AZ0108  ___________________________________________________________________
 AZ0108* NAD 83(1986)-  29 28 40.     (N)    100 00 40.     (W)     SCALED    
 AZ0108* NAVD 88     -       374.788  (meters)    1229.62   (feet)  POSTED    
 AZ0108  ___________________________________________________________________
 AZ0108  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0108  DYNAMIC HT  -         374.240 (meters)    1227.82  (feet)  COMP
 AZ0108  MODELED GRAV-     979,165.4   (mgal)                       NAVD 88
 AZ0108
 AZ0108  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0108
 AZ0108.The horizontal coordinates were scaled from a topographic map and have
 AZ0108.an estimated accuracy of +/- 6 seconds.
 AZ0108
 AZ0108.The orthometric height was determined by differential leveling
 AZ0108.and adjusted by the National Geodetic Survey in 1992..
 AZ0108.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0108.rate of 1.1 thru 2.0 mm/km.
 AZ0108
 AZ0108.The geoid height was determined by GEOID03.
 AZ0108
 AZ0108.The dynamic height is computed by dividing the NAVD 88
 AZ0108.geopotential number by the normal gravity value computed on the
 AZ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0108.degrees latitude (g = 980.6199 gals.).
 AZ0108
 AZ0108.The modeled gravity was interpolated from observed gravity values.
 AZ0108
 AZ0108;                    North         East    Units  Estimated Accuracy
 AZ0108;SPC TXSC     - 4,182,670.      501,950.      MT  (+/- 180 meters Scaled)
 AZ0108
 AZ0108                          SUPERSEDED SURVEY CONTROL
 AZ0108
 AZ0108  NGVD 29 (??/??/92)  374.680  (m)         1229.26   (f) ADJ UNCH    2 0
 AZ0108
 AZ0108.Superseded values are not recommended for survey control.
 AZ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0108.See file dsdata.txt to determine how the superseded data were derived.
 AZ0108
 AZ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT019613(NAD 83)
 AZ0108_MARKER: DB = BENCH MARK DISK
 AZ0108_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0108_SP_SET: OUTCROP
 AZ0108_STAMPING: M 482 1935
 AZ0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0108+STABILITY: POSITION/ELEVATION WELL
 AZ0108
 AZ0108  HISTORY     - Date     Condition        Report By
 AZ0108  HISTORY     - 1935     MONUMENTED       CGS
 AZ0108  HISTORY     - 1940     GOOD             NGS
 AZ0108
 AZ0108                          STATION DESCRIPTION
 AZ0108
 AZ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0108'14.5 MI SE FROM CAMP WOOD.
 AZ0108'IN UVALDE COUNTY, 14.5 MILES SOUTHEAST ALONG THE UVALDE AND NORTHERN
 AZ0108'RAILWAY FROM THE STATION AT CAMP WOOD, REAL COUNTY, 0.3 MILE NORTH OF
 AZ0108'CATTLE GUARD 22 A, 22 FEET WEST OF THE CENTERLINE OF THE TRACK, 6 FEET
 AZ0108'NORTH OF A STOCK LOADING RUNWAY, AND IN THE TOP OF A LIMESTONE
 AZ0108'OUTCROP.  A STANDARD DISK, STAMPED M 482 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0623 ***********************************************************************
 CR0623  DESIGNATION -  M 483
 CR0623  PID         -  CR0623
 CR0623  STATE/COUNTY-  TX/HENDERSON
 CR0623  USGS QUAD   -  STOCKARD (1984)
 CR0623
 CR0623                         *CURRENT SURVEY CONTROL
 CR0623  ___________________________________________________________________
 CR0623* NAD 83(1986)-  32 21 02.     (N)    095 56 20.     (W)     SCALED    
 CR0623* NAVD 88     -       149.512  (meters)     490.52   (feet)  ADJUSTED  
 CR0623  ___________________________________________________________________
 CR0623  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CR0623  DYNAMIC HT  -         149.338 (meters)     489.95  (feet)  COMP
 CR0623  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 CR0623
 CR0623  VERT ORDER  -  SECOND    CLASS 0
 CR0623
 CR0623.The horizontal coordinates were scaled from a topographic map and have
 CR0623.an estimated accuracy of +/- 6 seconds.
 CR0623
 CR0623.The orthometric height was determined by differential leveling
 CR0623.and adjusted by the National Geodetic Survey in June 1991..
 CR0623
 CR0623.The geoid height was determined by GEOID03.
 CR0623
 CR0623.The dynamic height is computed by dividing the NAVD 88
 CR0623.geopotential number by the normal gravity value computed on the
 CR0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0623.degrees latitude (g = 980.6199 gals.).
 CR0623
 CR0623.The modeled gravity was interpolated from observed gravity values.
 CR0623
 CR0623;                    North         East    Units  Estimated Accuracy
 CR0623;SPC TXNC     - 2,078,780.      841,050.      MT  (+/- 180 meters Scaled)
 CR0623
 CR0623                          SUPERSEDED SURVEY CONTROL
 CR0623
 CR0623  NGVD 29 (??/??/92)  149.518  (m)          490.54   (f) ADJ UNCH    2 0
 CR0623
 CR0623.Superseded values are not recommended for survey control.
 CR0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0623.See file dsdata.txt to determine how the superseded data were derived.
 CR0623
 CR0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR234830(NAD 83)
 CR0623_MARKER: DB = BENCH MARK DISK
 CR0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0623_STAMPING: M 483 1948
 CR0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0623+STABILITY: SURFACE MOTION
 CR0623
 CR0623  HISTORY     - Date     Condition        Report By
 CR0623  HISTORY     - 1948     MONUMENTED       CGS
 CR0623  HISTORY     - 1978     GOOD             USGS
 CR0623
 CR0623                          STATION DESCRIPTION
 CR0623
 CR0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0623'11.2 MI NE FROM EUSTACE.
 CR0623'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0623'AT EUSTACE, THENCE 2.75 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 1.1
 CR0623'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE EAST ALONG A
 CR0623'GRADED DIRT ROAD, THENCE 2.25 MILES NORTHWEST ALONG A GRADED DIRT
 CR0623'ROAD, 0.65 MILE SOUTHEAST OF BIG ROCK CHURCH, 79.0 FEET SOUTHWEST OF
 CR0623'THE CENTER LINE OF THE ROAD, 59.5 FEET SOUTHWEST OF AN 18-INCH HICKORY
 CR0623'TREE USED AS A GATEPOST AT THE SOUTHEAST END OF A WOODEN GATE, 7.0
 CR0623'FEET NORTHWEST OF A LONE 32-INCH OAK TREE IN A PASTURE, 1.6 FEET
 CR0623'SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CR0623'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0623
 CR0623                          STATION RECOVERY (1978)
 CR0623
 CR0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0623'4.2 MILES SE ALONG US HWY 175 FROM THE CHURCH OF CHRIST AT EUSTACE,
 CR0623'THENCE 3.85 MILES N GRADED ROAD, THENCE 0.9 MILES E. ALONG ROAD,
 CR0623'THENCE 2.25 MILES NW ALONG A GRADED ROAD. 0.65 MILES SE OF FARM ROAD
 CR0623'1861, 147 FT. N OF A E-W FENCE, 66 FT. SW OF ROAD, 8.0 FEET N OF AND
 CR0623'2.5 FT. DEAD OAK TREE AND SET IN THE TOP OF A CONCRETE POST
 CR0623'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0240 ***********************************************************************
 BY0240  DESIGNATION -  M 484
 BY0240  PID         -  BY0240
 BY0240  STATE/COUNTY-  TX/SHELBY
 BY0240  USGS QUAD   -  NEUVILLE (1984)
 BY0240
 BY0240                         *CURRENT SURVEY CONTROL
 BY0240  ___________________________________________________________________
 BY0240* NAD 83(1986)-  31 40 52.     (N)    094 14 14.     (W)     SCALED    
 BY0240* NAVD 88     -       137.22   (+/-2cm)     450.2    (feet)  VERTCON   
 BY0240  ___________________________________________________________________
 BY0240  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY0240
 BY0240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0240
 BY0240.The horizontal coordinates were scaled from a topographic map and have
 BY0240.an estimated accuracy of +/- 6 seconds.
 BY0240
 BY0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0240.The vertical order pertains to the NGVD 29 superseded value.
 BY0240
 BY0240.The geoid height was determined by GEOID03.
 BY0240
 BY0240;                    North         East    Units  Estimated Accuracy
 BY0240;SPC TX C     - 3,239,150.    1,277,710.      MT  (+/- 180 meters Scaled)
 BY0240
 BY0240                          SUPERSEDED SURVEY CONTROL
 BY0240
 BY0240  NGVD 29 (??/??/92)  137.248  (m)          450.29   (f) ADJ UNCH    2 0
 BY0240
 BY0240.Superseded values are not recommended for survey control.
 BY0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0240.See file dsdata.txt to determine how the superseded data were derived.
 BY0240
 BY0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR827057(NAD 83)
 BY0240_MARKER: DB = BENCH MARK DISK
 BY0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0240_STAMPING: M 484 1949
 BY0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0240+STABILITY: SURFACE MOTION
 BY0240
 BY0240  HISTORY     - Date     Condition        Report By
 BY0240  HISTORY     - 1949     MONUMENTED       CGS
 BY0240
 BY0240                          STATION DESCRIPTION
 BY0240
 BY0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0240'1.75 MI S FROM JERICHO.
 BY0240'1.75 MILES SOUTH ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL
 BY0240'GROCERY STORE AT JERICHO, 80 YARDS(PACED) NORTH OF THE CENTER OF A
 BY0240'JUNCTION WITH A ROAD LEADING SOUTH, 71.0 FEET EAST OF THE CENTER LINE
 BY0240'OF THE ROAD, 62.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BY0240'RAYMOND FULTS FARMHOUSE, 5.4 FEET WEST OF THE NORTH END OF A WOODEN
 BY0240'GATE ACROSS A DRIVE LEADING TO THE FULTS RESIDENCE, 1.9 FEET NORTH OF
 BY0240'A FENCE, 1.7 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0240'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0260 ***********************************************************************
 BY0260  DESIGNATION -  M 485
 BY0260  PID         -  BY0260
 BY0260  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0260  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0260
 BY0260                         *CURRENT SURVEY CONTROL
 BY0260  ___________________________________________________________________
 BY0260* NAD 83(1986)-  31 35 06.     (N)    094 18 25.     (W)     SCALED    
 BY0260* NAVD 88     -        60.95   (+/-2cm)     200.0    (feet)  VERTCON   
 BY0260  ___________________________________________________________________
 BY0260  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY0260
 BY0260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0260
 BY0260.The horizontal coordinates were scaled from a topographic map and have
 BY0260.an estimated accuracy of +/- 6 seconds.
 BY0260
 BY0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0260.The vertical order pertains to the NGVD 29 superseded value.
 BY0260
 BY0260.The geoid height was determined by GEOID03.
 BY0260
 BY0260;                    North         East    Units  Estimated Accuracy
 BY0260;SPC TX C     - 3,228,150.    1,271,690.      MT  (+/- 180 meters Scaled)
 BY0260
 BY0260                          SUPERSEDED SURVEY CONTROL
 BY0260
 BY0260  NGVD 29 (??/??/92)   60.984  (m)          200.08   (f) ADJ UNCH    2 0
 BY0260
 BY0260.Superseded values are not recommended for survey control.
 BY0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0260.See file dsdata.txt to determine how the superseded data were derived.
 BY0260
 BY0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ759951(NAD 83)
 BY0260_MARKER: DB = BENCH MARK DISK
 BY0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0260_STAMPING: M 485 1949
 BY0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0260+STABILITY: SURFACE MOTION
 BY0260
 BY0260  HISTORY     - Date     Condition        Report By
 BY0260  HISTORY     - 1949     MONUMENTED       CGS
 BY0260  HISTORY     - 1980     MARK NOT FOUND   USGS
 BY0260  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0260
 BY0260                          STATION DESCRIPTION
 BY0260
 BY0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0260'3.35 MI SW FROM CAMP WORTH.
 BY0260'0.55 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT CAMP
 BY0260'WORTH, THENCE 2.8 MILES SOUTHWEST ALONG THE FROST INDUSTRIES, INC.
 BY0260'RAILROAD, 144.0 FEET NORTHEAST OF THE SOUTHWEST END OF A 700-FOOT
 BY0260'RAILWAY TRESTLE, 68.0 FEET NORTHWEST OF AND 12.0 FEET LOWER THAN THE
 BY0260'NORTHWEST RAIL OF THE TRACK, 1.8 FEET SOUTHWEST OF A REFERENCE POST,
 BY0260'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 BY0260'GROUND.  NOTE-- BENCH MARK IS 1.5 MILES EAST OF A 509.
 BY0260
 BY0260                          STATION RECOVERY (1980)
 BY0260
 BY0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0260'THE TRACKS AND RAILWAY TRESTLE HAVE BEEN REMOVED. DESCRIRBED AREA HAS
 BY0260'GROWN OVER WITH THICK VEGETATON.
 BY0260
 BY0260                          STATION RECOVERY (1998)
 BY0260
 BY0260'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1169 ***********************************************************************
 BY1169  DESIGNATION -  M 486
 BY1169  PID         -  BY1169
 BY1169  STATE/COUNTY-  TX/NACOGDOCHES
 BY1169  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1169
 BY1169                         *CURRENT SURVEY CONTROL
 BY1169  ___________________________________________________________________
 BY1169* NAD 83(1986)-  31 34 43.     (N)    094 42 20.     (W)     SCALED    
 BY1169* NAVD 88     -       108.58   (+/-2cm)     356.2    (feet)  VERTCON   
 BY1169  ___________________________________________________________________
 BY1169  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1169
 BY1169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1169
 BY1169.The horizontal coordinates were scaled from a topographic map and have
 BY1169.an estimated accuracy of +/- 6 seconds.
 BY1169
 BY1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1169.The vertical order pertains to the NGVD 29 superseded value.
 BY1169
 BY1169.The geoid height was determined by GEOID03.
 BY1169
 BY1169;                    North         East    Units  Estimated Accuracy
 BY1169;SPC TX C     - 3,225,460.    1,233,940.      MT  (+/- 180 meters Scaled)
 BY1169
 BY1169                          SUPERSEDED SURVEY CONTROL
 BY1169
 BY1169  NGVD 29 (??/??/92)  108.668  (m)          356.52   (f) ADJ UNCH    2 0
 BY1169
 BY1169.Superseded values are not recommended for survey control.
 BY1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1169.See file dsdata.txt to determine how the superseded data were derived.
 BY1169
 BY1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ381949(NAD 83)
 BY1169_MARKER: DB = BENCH MARK DISK
 BY1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1169_STAMPING: M 486 1949
 BY1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1169+STABILITY: SURFACE MOTION
 BY1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1169+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 BY1169
 BY1169  HISTORY     - Date     Condition        Report By
 BY1169  HISTORY     - 1949     MONUMENTED       CGS
 BY1169  HISTORY     - 19980919 GOOD             USPSQD
 BY1169  HISTORY     - 20010204 GOOD             JCLS
 BY1169  HISTORY     - 20010403 GOOD             JCLS
 BY1169
 BY1169                          STATION DESCRIPTION
 BY1169
 BY1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1169'3.7 MI NW FROM NACOGDOCHES.
 BY1169'1.0 MILE SOUTH ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE AT
 BY1169'NACOGDOCHES, THENCE 2.2 MILES WEST ALONG SPANISH BLUFF ROAD, THENCE
 BY1169'0.5 MILE NORTHWEST ALONG AIRPORT ROAD, AT THE NACOGDOCHES AIRPORT, AT
 BY1169'THE NORTHWEST CORNER OF THE WEST HANGAR, 8.1 FEET SOUTHWEST OF THE
 BY1169'NORTHWEST CORNER OF THE HANGAR, 4.3 FEET SOUTH OF THE DOOR TRACK OF
 BY1169'THE HANGAR, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BY1169'ABOVE THE GROUND.
 BY1169
 BY1169                          STATION RECOVERY (1998)
 BY1169
 BY1169'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1169'RECOVERED IN GOOD CONDITION.
 BY1169
 BY1169                          STATION RECOVERY (2001)
 BY1169
 BY1169'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 BY1169'RECOVERED IN GOOD CONDITION.
 BY1169
 BY1169                          STATION RECOVERY (2001)
 BY1169
 BY1169'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 BY1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0135 ***********************************************************************
 BY0135  DESIGNATION -  M 487
 BY0135  PID         -  BY0135
 BY0135  STATE/COUNTY-  TX/SHELBY
 BY0135  USGS QUAD   -  ARCADIA (1984)
 BY0135
 BY0135                         *CURRENT SURVEY CONTROL
 BY0135  ___________________________________________________________________
 BY0135* NAD 83(1986)-  31 49 37.     (N)    094 19 17.     (W)     SCALED    
 BY0135* NAVD 88     -       132.24   (+/-2cm)     433.9    (feet)  VERTCON   
 BY0135  ___________________________________________________________________
 BY0135  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY0135
 BY0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0135
 BY0135.The horizontal coordinates were scaled from a topographic map and have
 BY0135.an estimated accuracy of +/- 6 seconds.
 BY0135
 BY0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0135.The vertical order pertains to the NGVD 29 superseded value.
 BY0135
 BY0135.The geoid height was determined by GEOID03.
 BY0135
 BY0135;                    North         East    Units  Estimated Accuracy
 BY0135;SPC TX C     - 3,254,860.    1,268,870.      MT  (+/- 180 meters Scaled)
 BY0135
 BY0135                          SUPERSEDED SURVEY CONTROL
 BY0135
 BY0135  NGVD 29 (??/??/92)  132.254  (m)          433.90   (f) ADJ UNCH    2 0
 BY0135
 BY0135.Superseded values are not recommended for survey control.
 BY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0135.See file dsdata.txt to determine how the superseded data were derived.
 BY0135
 BY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR749220(NAD 83)
 BY0135_MARKER: DB = BENCH MARK DISK
 BY0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0135_STAMPING: M 487 1949
 BY0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0135+STABILITY: SURFACE MOTION
 BY0135
 BY0135  HISTORY     - Date     Condition        Report By
 BY0135  HISTORY     - 1949     MONUMENTED       CGS
 BY0135  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0135
 BY0135                          STATION DESCRIPTION
 BY0135
 BY0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0135'IN HUBERT.
 BY0135'AT HUBERT, 0.95 MILE WEST OF BENCH MARK P 995, NEAR A POINT WHERE
 BY0135'HIGHWAY FROM THE NORTHWEST MAKES A TURN TO THE EAST, ABOUT 200.0 FEET
 BY0135'EAST OF TILLMANS STORE, 129.6 FEET NORTH OF THE CENTER LINE OF STATE
 BY0135'HIGHWAY 87, 3.4 FEET WEST OF THE SOUTHWEST CORNER OF THE ELEMENTARY
 BY0135'SCHOOL (HUBER NO. 10 SCHOOL), AND SET IN THE TOP OF A CONCRETE POST
 BY0135'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY0135
 BY0135                          STATION RECOVERY (1979)
 BY0135
 BY0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0135'SCHOOL IN DESCRIPTION HAS BEEN MOVED BM COULD HAVE BEEN DESTROYED
 BY0135'WHEN THE SCHOOL WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0875 ***********************************************************************
 BY0875  DESIGNATION -  M 488
 BY0875  PID         -  BY0875
 BY0875  STATE/COUNTY-  TX/ANGELINA
 BY0875  USGS QUAD   -  HUNTINGTON (1980)
 BY0875
 BY0875                         *CURRENT SURVEY CONTROL
 BY0875  ___________________________________________________________________
 BY0875* NAD 83(1986)-  31 16 57.     (N)    094 35 18.     (W)     SCALED    
 BY0875* NAVD 88     -        98.36   (+/-2cm)     322.7    (feet)  VERTCON   
 BY0875  ___________________________________________________________________
 BY0875  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BY0875
 BY0875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0875
 BY0875.The horizontal coordinates were scaled from a topographic map and have
 BY0875.an estimated accuracy of +/- 6 seconds.
 BY0875
 BY0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0875.The vertical order pertains to the NGVD 29 superseded value.
 BY0875
 BY0875.The geoid height was determined by GEOID03.
 BY0875
 BY0875;                    North         East    Units  Estimated Accuracy
 BY0875;SPC TX C     - 3,193,250.    1,246,750.      MT  (+/- 180 meters Scaled)
 BY0875
 BY0875                          SUPERSEDED SURVEY CONTROL
 BY0875
 BY0875  NGVD 29 (??/??/92)   98.398  (m)          322.83   (f) ADJ UNCH    2 0
 BY0875
 BY0875.Superseded values are not recommended for survey control.
 BY0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0875.See file dsdata.txt to determine how the superseded data were derived.
 BY0875
 BY0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ488619(NAD 83)
 BY0875_MARKER: DB = BENCH MARK DISK
 BY0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0875_STAMPING: M 488 1949
 BY0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0875+STABILITY: SURFACE MOTION
 BY0875
 BY0875  HISTORY     - Date     Condition        Report By
 BY0875  HISTORY     - 1949     MONUMENTED       CGS
 BY0875  HISTORY     - 20050122 POOR             USPSQD
 BY0875
 BY0875                          STATION DESCRIPTION
 BY0875
 BY0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0875'0.85 MI W FROM HUNTINGTON.
 BY0875'0.85 MILE WEST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF FARM ROAD
 BY0875'NO. 328 AND U. S. HIGHWAY 69 AT HUNTINGTON, NEAR THE TEXAS PINE LUMBER
 BY0875'COMPANY SAWMILL, APPROXIMATELY 400 FEET NORTHWEST OF MR. HAWKINS
 BY0875'FARMHOUSE, 117.0 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM THE
 BY0875'SOUTHWEST CORNER OF THE SAWMILL YARD, 85.0 FEET SOUTH OF THE CENTER
 BY0875'LINE OF THE HIGHWAY, 49.0 FEET SOUTHEAST OF A FENCE CORNER POST, 36.0
 BY0875'FEET EAST OF THE CENTER LINE OF A WOODS TRAIL, 2.4 FEET NORTH OF A
 BY0875'REFERENCE POST, 1.0 FOOT SOUTHWEST OF A FENCE LINE, AND SET IN THE TOP
 BY0875'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BY0875
 BY0875                          STATION RECOVERY (2005)
 BY0875
 BY0875'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BY0875'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0957 ***********************************************************************
 BY0957  DESIGNATION -  M 489
 BY0957  PID         -  BY0957
 BY0957  STATE/COUNTY-  TX/ANGELINA
 BY0957  USGS QUAD   -  PLUCK (1980)
 BY0957
 BY0957                         *CURRENT SURVEY CONTROL
 BY0957  ___________________________________________________________________
 BY0957* NAD 83(1986)-  31 07 18.     (N)    094 42 14.     (W)     SCALED    
 BY0957* NAVD 88     -        45.72   (+/-2cm)     150.0    (feet)  VERTCON   
 BY0957  ___________________________________________________________________
 BY0957  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BY0957
 BY0957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0957
 BY0957.The horizontal coordinates were scaled from a topographic map and have
 BY0957.an estimated accuracy of +/- 6 seconds.
 BY0957
 BY0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0957.The vertical order pertains to the NGVD 29 superseded value.
 BY0957
 BY0957.The geoid height was determined by GEOID03.
 BY0957
 BY0957;                    North         East    Units  Estimated Accuracy
 BY0957;SPC TX C     - 3,174,880.    1,236,660.      MT  (+/- 180 meters Scaled)
 BY0957
 BY0957                          SUPERSEDED SURVEY CONTROL
 BY0957
 BY0957  NGVD 29 (??/??/92)   45.749  (m)          150.09   (f) ADJ UNCH    2 0
 BY0957
 BY0957.Superseded values are not recommended for survey control.
 BY0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0957.See file dsdata.txt to determine how the superseded data were derived.
 BY0957
 BY0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ375443(NAD 83)
 BY0957_MARKER: DB = BENCH MARK DISK
 BY0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0957_STAMPING: M 489 1949
 BY0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0957+STABILITY: SURFACE MOTION
 BY0957
 BY0957  HISTORY     - Date     Condition        Report By
 BY0957  HISTORY     - 1949     MONUMENTED       CGS
 BY0957
 BY0957                          STATION DESCRIPTION
 BY0957
 BY0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0957'9.05 MI SE FROM DIBOLL.
 BY0957'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE TEXAS AND NEW ORLEANS
 BY0957'RAILROAD STATION AT DIBOLL, THENCE 2.0 MILES SOUTH ALONG U.S. HIGHWAY
 BY0957'59, THENCE 6.25 MILES EAST ALONG AN OLD C.C.C. ROAD, THENCE 0.55 MILE
 BY0957'SOUTH ALONG A DIRT ROAD, 33.0 FEET EAST OF THE CENTER LINE OF THE
 BY0957'ROAD, 30.0 FEET EAST OF THE SOUTHEAST CORNER OF A CATTLE-GUARD, 14.0
 BY0957'FEET NORTH OF AN 18-INCH PINE TREE, 11.4 FEET NORTHEAST OF A 12-INCH
 BY0957'PINE TREE, 1.0 FOOT SOUTH OF A FENCE, 1.6 FEET WEST OF A REFERENCE
 BY0957'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 BY0957'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0896 ***********************************************************************
 AB0896  DESIGNATION -  M 49
 AB0896  PID         -  AB0896
 AB0896  STATE/COUNTY-  TX/CAMERON
 AB0896  USGS QUAD   -  LA PALOMA (1970)
 AB0896
 AB0896                         *CURRENT SURVEY CONTROL
 AB0896  ___________________________________________________________________
 AB0896* NAD 83(1986)-  26 03 07.     (N)    097 44 51.     (W)     SCALED    
 AB0896* NAVD 88     -        18.294  (meters)      60.02   (feet)  ADJUSTED  
 AB0896  ___________________________________________________________________
 AB0896  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AB0896  DYNAMIC HT  -          18.264 (meters)      59.92  (feet)  COMP
 AB0896  MODELED GRAV-     979,018.0   (mgal)                       NAVD 88
 AB0896
 AB0896  VERT ORDER  -  SECOND    CLASS 0
 AB0896
 AB0896.The horizontal coordinates were scaled from a topographic map and have
 AB0896.an estimated accuracy of +/- 6 seconds.
 AB0896
 AB0896.The orthometric height was determined by differential leveling
 AB0896.and adjusted by the National Geodetic Survey in June 1991..
 AB0896
 AB0896.The geoid height was determined by GEOID03.
 AB0896
 AB0896.The dynamic height is computed by dividing the NAVD 88
 AB0896.geopotential number by the normal gravity value computed on the
 AB0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0896.degrees latitude (g = 980.6199 gals.).
 AB0896
 AB0896.The modeled gravity was interpolated from observed gravity values.
 AB0896
 AB0896;                    North         East    Units  Estimated Accuracy
 AB0896;SPC TX S     - 5,042,910.      375,310.      MT  (+/- 180 meters Scaled)
 AB0896
 AB0896                          SUPERSEDED SURVEY CONTROL
 AB0896
 AB0896  NGVD 29 (??/??/92)   18.398  (m)           60.36   (f) ADJ UNCH    2 0
 AB0896
 AB0896.Superseded values are not recommended for survey control.
 AB0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0896.See file dsdata.txt to determine how the superseded data were derived.
 AB0896
 AB0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP252820(NAD 83)
 AB0896_MARKER: DD = SURVEY DISK
 AB0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0896_SP_SET: BRIDGE
 AB0896_STAMPING: M 49 60.26
 AB0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0896
 AB0896  HISTORY     - Date     Condition        Report By
 AB0896  HISTORY     - UNK      MONUMENTED
 AB0896  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0896
 AB0896                          STATION DESCRIPTION
 AB0896
 AB0896'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0896'3.2 MI W FROM LANDRUM.
 AB0896'3.2 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0896'LANDRUM, CAMERON COUNTY, 0.1 MILE WEST OF THE CROSSING OF THE MISSOURI
 AB0896'PACIFIC RAILROAD AT LOS INDIOS, 60 YARDS EAST OF REA CO-OP POLE NO.
 AB0896'15V125, AT AN 80-FOOT CONCRETE BRIDGE, IN THE TOP OF THE SOUTH END OF
 AB0896'THE EAST ABUTMENT, 13.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0896'AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0395 ***********************************************************************
 BY0395  DESIGNATION -  M 491
 BY0395  PID         -  BY0395
 BY0395  STATE/COUNTY-  TX/ANGELINA
 BY0395  USGS QUAD   -  ZAVALLA (1984)
 BY0395
 BY0395                         *CURRENT SURVEY CONTROL
 BY0395  ___________________________________________________________________
 BY0395* NAD 83(1986)-  31 10 07.     (N)    094 23 40.     (W)     SCALED    
 BY0395* NAVD 88     -        86.97   (+/-2cm)     285.3    (feet)  VERTCON   
 BY0395  ___________________________________________________________________
 BY0395  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BY0395
 BY0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0395
 BY0395.The horizontal coordinates were scaled from a topographic map and have
 BY0395.an estimated accuracy of +/- 6 seconds.
 BY0395
 BY0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0395.The vertical order pertains to the NGVD 29 superseded value.
 BY0395
 BY0395.The geoid height was determined by GEOID03.
 BY0395
 BY0395;                    North         East    Units  Estimated Accuracy
 BY0395;SPC TX C     - 3,181,610.    1,265,860.      MT  (+/- 180 meters Scaled)
 BY0395
 BY0395                          SUPERSEDED SURVEY CONTROL
 BY0395
 BY0395  NGVD 29 (??/??/92)   86.991  (m)          285.40   (f) ADJ UNCH    2 0
 BY0395
 BY0395.Superseded values are not recommended for survey control.
 BY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0395.See file dsdata.txt to determine how the superseded data were derived.
 BY0395
 BY0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ671491(NAD 83)
 BY0395_MARKER: DB = BENCH MARK DISK
 BY0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0395_SP_SET: CULVERT
 BY0395_STAMPING: M 491 1949
 BY0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0395
 BY0395  HISTORY     - Date     Condition        Report By
 BY0395  HISTORY     - 1949     MONUMENTED       CGS
 BY0395  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0395
 BY0395                          STATION DESCRIPTION
 BY0395
 BY0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0395'2.3 MI NE FROM ZAVALLA.
 BY0395'0.6 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0395'RAILROAD STATION AT ZAVALLA, THENCE 1.7 MILES NORTHEAST ALONG STATE
 BY0395'HIGHWAY 147, 39.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BY0395'AND SET IN THE TOP OF THE SOUTHEAST HEADWALL OF A 5.0 FOOT CONCRETE
 BY0395'BOX CULVERT, 5.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BY0395
 BY0395                          STATION RECOVERY (1979)
 BY0395
 BY0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0387 ***********************************************************************
 BY0387  DESIGNATION -  M 493
 BY0387  PID         -  BY0387
 BY0387  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0387  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0387
 BY0387                         *CURRENT SURVEY CONTROL
 BY0387  ___________________________________________________________________
 BY0387* NAD 83(1986)-  31 14 19.     (N)    094 16 50.     (W)     SCALED    
 BY0387* NAVD 88     -        48.63   (+/-2cm)     159.5    (feet)  VERTCON   
 BY0387  ___________________________________________________________________
 BY0387  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BY0387
 BY0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0387
 BY0387.The horizontal coordinates were scaled from a topographic map and have
 BY0387.an estimated accuracy of +/- 6 seconds.
 BY0387
 BY0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0387.The vertical order pertains to the NGVD 29 superseded value.
 BY0387
 BY0387.The geoid height was determined by GEOID03.
 BY0387
 BY0387;                    North         East    Units  Estimated Accuracy
 BY0387;SPC TX C     - 3,189,940.    1,276,270.      MT  (+/- 180 meters Scaled)
 BY0387
 BY0387                          SUPERSEDED SURVEY CONTROL
 BY0387
 BY0387  NGVD 29 (??/??/92)   48.654  (m)          159.63   (f) ADJ UNCH    2 0
 BY0387
 BY0387.Superseded values are not recommended for survey control.
 BY0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0387.See file dsdata.txt to determine how the superseded data were derived.
 BY0387
 BY0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ780567(NAD 83)
 BY0387_MARKER: DB = BENCH MARK DISK
 BY0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0387_STAMPING: M 493 1949
 BY0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0387+STABILITY: SURFACE MOTION
 BY0387
 BY0387  HISTORY     - Date     Condition        Report By
 BY0387  HISTORY     - 1949     MONUMENTED       CGS
 BY0387
 BY0387                          STATION DESCRIPTION
 BY0387
 BY0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0387'5.1 MI SW FROM BROADDUS.
 BY0387'5.1 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0387'BROADDUS, AT THE FARM HOME OF J.A. CHOATE, 192.0 FEET EAST OF THE
 BY0387'CENTER LINE OF THE HIGHWAY, 73.0 FEET SOUTHWEST OF THE SOUTHWEST
 BY0387'CORNER OF THE HOUSE, 7.3 FEET WEST OF A 30-INCH GUM TREE, 1.8 FEET
 BY0387'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0387'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0120 ***********************************************************************
 BY0120  DESIGNATION -  M 494
 BY0120  PID         -  BY0120
 BY0120  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0120  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0120
 BY0120                         *CURRENT SURVEY CONTROL
 BY0120  ___________________________________________________________________
 BY0120* NAD 83(1986)-  31 31 57.     (N)    094 10 13.     (W)     SCALED    
 BY0120* NAVD 88     -       115.79   (+/-2cm)     379.9    (feet)  VERTCON   
 BY0120  ___________________________________________________________________
 BY0120  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY0120
 BY0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0120
 BY0120.The horizontal coordinates were scaled from a topographic map and have
 BY0120.an estimated accuracy of +/- 6 seconds.
 BY0120
 BY0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0120.The vertical order pertains to the NGVD 29 superseded value.
 BY0120
 BY0120.The geoid height was determined by GEOID03.
 BY0120
 BY0120;                    North         East    Units  Estimated Accuracy
 BY0120;SPC TX C     - 3,223,050.    1,284,960.      MT  (+/- 180 meters Scaled)
 BY0120
 BY0120                          SUPERSEDED SURVEY CONTROL
 BY0120
 BY0120  NGVD 29 (??/??/92)  115.818  (m)          379.98   (f) ADJ UNCH    2 0
 BY0120
 BY0120.Superseded values are not recommended for survey control.
 BY0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0120.See file dsdata.txt to determine how the superseded data were derived.
 BY0120
 BY0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ889892(NAD 83)
 BY0120_MARKER: DB = BENCH MARK DISK
 BY0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0120_STAMPING: M 494 1949
 BY0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0120+STABILITY: SURFACE MOTION
 BY0120
 BY0120  HISTORY     - Date     Condition        Report By
 BY0120  HISTORY     - 1949     MONUMENTED       CGS
 BY0120
 BY0120                          STATION DESCRIPTION
 BY0120
 BY0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0120'3.45 MI W FROM SAN AUGUSTINE.
 BY0120'3.45 MILES WEST ALONG STATE HIGHWAY 21 FROM THE COURT HOUSE AT SAN
 BY0120'AUGUSTINE, 131.0 FEET EAST OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 BY0120'LEADING NORTH, 47.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.2
 BY0120'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.7 FEET WEST OF A REFERENCE
 BY0120'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 BY0120'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0463 ***********************************************************************
 BY0463  DESIGNATION -  M 495
 BY0463  PID         -  BY0463
 BY0463  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0463  USGS QUAD   -  HARVEY CREEK (1984)
 BY0463
 BY0463                         *CURRENT SURVEY CONTROL
 BY0463  ___________________________________________________________________
 BY0463* NAD 83(1986)-  31 17 22.     (N)    094 14 48.     (W)     SCALED    
 BY0463* NAVD 88     -        55.44   (+/-2cm)     181.9    (feet)  VERTCON   
 BY0463  ___________________________________________________________________
 BY0463  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BY0463
 BY0463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0463
 BY0463.The horizontal coordinates were scaled from a topographic map and have
 BY0463.an estimated accuracy of +/- 6 seconds.
 BY0463
 BY0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0463.The vertical order pertains to the NGVD 29 superseded value.
 BY0463
 BY0463.The geoid height was determined by GEOID03.
 BY0463
 BY0463;                    North         East    Units  Estimated Accuracy
 BY0463;SPC TX C     - 3,195,740.    1,279,190.      MT  (+/- 180 meters Scaled)
 BY0463
 BY0463                          SUPERSEDED SURVEY CONTROL
 BY0463
 BY0463  NGVD 29 (??/??/92)   55.461  (m)          181.96   (f) ADJ UNCH    2 0
 BY0463
 BY0463.Superseded values are not recommended for survey control.
 BY0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0463.See file dsdata.txt to determine how the superseded data were derived.
 BY0463
 BY0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ813623(NAD 83)
 BY0463_MARKER: DB = BENCH MARK DISK
 BY0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0463_STAMPING: M 495 1949
 BY0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0463+STABILITY: SURFACE MOTION
 BY0463
 BY0463  HISTORY     - Date     Condition        Report By
 BY0463  HISTORY     - 1949     MONUMENTED       CGS
 BY0463
 BY0463                          STATION DESCRIPTION
 BY0463
 BY0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0463'1.95 MI SE FROM BROADDUS.
 BY0463'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0463'BROADDUS, THENCE 1.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 44.0
 BY0463'FEET NORTHEAST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER HARVEY
 BY0463'BAYOU, 38.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 25.0 FEET
 BY0463'EAST OF A FENCE CORNER POST, 1.0 FOOT SOUTH OF THE FENCE, 1.4 FEET
 BY0463'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0463'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0079 ***********************************************************************
 AY0079  DESIGNATION -  M 497
 AY0079  PID         -  AY0079
 AY0079  STATE/COUNTY-  TX/BEXAR
 AY0079  USGS QUAD   -  LONGHORN (1992)
 AY0079
 AY0079                         *CURRENT SURVEY CONTROL
 AY0079  ___________________________________________________________________
 AY0079* NAD 83(1986)-  29 33 22.     (N)    098 28 23.     (W)     SCALED    
 AY0079* NAVD 88     -       253.050  (meters)     830.21   (feet)  POSTED    
 AY0079  ___________________________________________________________________
 AY0079  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0079  DYNAMIC HT  -         252.680 (meters)     829.00  (feet)  COMP
 AY0079  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AY0079
 AY0079  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0079
 AY0079.The horizontal coordinates were scaled from a topographic map and have
 AY0079.an estimated accuracy of +/- 6 seconds.
 AY0079
 AY0079.The orthometric height was determined by differential leveling
 AY0079.and adjusted by the National Geodetic Survey in 1992..
 AY0079.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0079.rate of 0.0 thru 1.0 mm/km.
 AY0079
 AY0079.The geoid height was determined by GEOID03.
 AY0079
 AY0079.The dynamic height is computed by dividing the NAVD 88
 AY0079.geopotential number by the normal gravity value computed on the
 AY0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0079.degrees latitude (g = 980.6199 gals.).
 AY0079
 AY0079.The modeled gravity was interpolated from observed gravity values.
 AY0079
 AY0079;                    North         East    Units  Estimated Accuracy
 AY0079;SPC TXSC     - 4,191,050.      651,060.      MT  (+/- 180 meters Scaled)
 AY0079
 AY0079                          SUPERSEDED SURVEY CONTROL
 AY0079
 AY0079  NGVD 29 (??/??/92)  252.921  (m)          829.79   (f) ADJ UNCH    1 2
 AY0079
 AY0079.Superseded values are not recommended for survey control.
 AY0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0079.See file dsdata.txt to determine how the superseded data were derived.
 AY0079
 AY0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT510697(NAD 83)
 AY0079_MARKER: DB = BENCH MARK DISK
 AY0079_SETTING: 66 = SET IN ROCK OUTCROP
 AY0079_SP_SET: LIMESTONE ROCK
 AY0079_STAMPING: M 497 1953
 AY0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0079+STABILITY: POSITION/ELEVATION WELL
 AY0079
 AY0079  HISTORY     - Date     Condition        Report By
 AY0079  HISTORY     - 1953     MONUMENTED       CGS
 AY0079  HISTORY     - 1967     GOOD             USGS
 AY0079  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0079  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0079  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0079
 AY0079                          STATION DESCRIPTION
 AY0079
 AY0079'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0079'IN SAN ANTONIO.
 AY0079'AT SAN ANTONIO, BEXAR COUNTY, 0.75 MILES SOUTHEAST ALONG BITTERS ROAD
 AY0079'FROM THE INTERSECTION OF U.S. HIGHWAY 281, 188 FEET NORTH OF A STEEL
 AY0079'TOWER POWER LINE CROSSING, 152 FEET NORTH OF THE EAST END OF A 36 INCH
 AY0079'PIPE CULVERT, 27 FEET EAST OF THE CENTERLINE OF BITTERS ROAD, 1 FOOT
 AY0079'EAST OF A FENCE, IN THE TOP OF A FLAT LIMESTONE ROCK, AND FLUSH WITH
 AY0079'THE GROUND.  A STANDARD DISK, STAMPED M 497 1953.
 AY0079
 AY0079                          STATION RECOVERY (1989)
 AY0079
 AY0079'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0079'MARK NOT FOUND.
 AY0079
 AY0079                          STATION RECOVERY (1989)
 AY0079
 AY0079'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0079'MARK NOT FOUND.
 AY0079
 AY0079                          STATION RECOVERY (1999)
 AY0079
 AY0079'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0404 ***********************************************************************
 AY0404  DESIGNATION -  M 499
 AY0404  PID         -  AY0404
 AY0404  STATE/COUNTY-  TX/BEXAR
 AY0404  USGS QUAD   -  SOUTHTON (1992)
 AY0404
 AY0404                         *CURRENT SURVEY CONTROL
 AY0404  ___________________________________________________________________
 AY0404* NAD 83(1986)-  29 22 09.     (N)    098 24 16.     (W)     SCALED    
 AY0404* NAVD 88     -       183.466  (meters)     601.92   (feet)  ADJUSTED  
 AY0404  ___________________________________________________________________
 AY0404  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0404  DYNAMIC HT  -         183.199 (meters)     601.05  (feet)  COMP
 AY0404  MODELED GRAV-     979,185.8   (mgal)                       NAVD 88
 AY0404
 AY0404  VERT ORDER  -  FIRST     CLASS II
 AY0404
 AY0404.The horizontal coordinates were scaled from a topographic map and have
 AY0404.an estimated accuracy of +/- 6 seconds.
 AY0404
 AY0404.The orthometric height was determined by differential leveling
 AY0404.and adjusted by the National Geodetic Survey in June 1991..
 AY0404
 AY0404.The geoid height was determined by GEOID03.
 AY0404
 AY0404.The dynamic height is computed by dividing the NAVD 88
 AY0404.geopotential number by the normal gravity value computed on the
 AY0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0404.degrees latitude (g = 980.6199 gals.).
 AY0404
 AY0404.The modeled gravity was interpolated from observed gravity values.
 AY0404
 AY0404;                    North         East    Units  Estimated Accuracy
 AY0404;SPC TXSC     - 4,170,360.      657,820.      MT  (+/- 180 meters Scaled)
 AY0404
 AY0404                          SUPERSEDED SURVEY CONTROL
 AY0404
 AY0404  NGVD 29 (??/??/92)  183.373  (m)          601.62   (f) ADJ UNCH    1 2
 AY0404
 AY0404.Superseded values are not recommended for survey control.
 AY0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0404.See file dsdata.txt to determine how the superseded data were derived.
 AY0404
 AY0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT578490(NAD 83)
 AY0404_MARKER: DB = BENCH MARK DISK
 AY0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0404_STAMPING: M 499 1953
 AY0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0404+STABILITY: SURFACE MOTION
 AY0404
 AY0404  HISTORY     - Date     Condition        Report By
 AY0404  HISTORY     - 1953     MONUMENTED       CGS
 AY0404  HISTORY     - 19950701 GOOD             USPSQD
 AY0404
 AY0404                          STATION DESCRIPTION
 AY0404
 AY0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0404'IN SAN ANTONIO.
 AY0404'AT SAN ANTONIO, 1.85 MILES SOUTH ALONG LOOP 13 FROM ITS INTERSECTION
 AY0404'WITH U.S. HIGHWAY 87 (NIXON ROAD), 48 FEET WEST OF THE CENTER LINE OF
 AY0404'LOOP 13, 14 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 AY0404'LEADING WEST, 3.6 FEET NORTH OF A POWER POLE, 1.8 FEET NORTH OF A
 AY0404'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AY0404'FOOT ABOVE THE GROUND.
 AY0404
 AY0404                          STATION RECOVERY (1995)
 AY0404
 AY0404'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0170 ***********************************************************************
 AB0170  DESIGNATION -  M 5
 AB0170  PID         -  AB0170
 AB0170  STATE/COUNTY-  TX/CAMERON
 AB0170  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0170
 AB0170                         *CURRENT SURVEY CONTROL
 AB0170  ___________________________________________________________________
 AB0170* NAD 83(1986)-  25 56 45.     (N)    097 32 43.     (W)     SCALED    
 AB0170* NAVD 88     -        11.390  (meters)      37.37   (feet)  ADJUSTED  
 AB0170  ___________________________________________________________________
 AB0170  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AB0170  DYNAMIC HT  -          11.372 (meters)      37.31  (feet)  COMP
 AB0170  MODELED GRAV-     979,025.8   (mgal)                       NAVD 88
 AB0170
 AB0170  VERT ORDER  -  SECOND    CLASS 0
 AB0170
 AB0170.The horizontal coordinates were scaled from a topographic map and have
 AB0170.an estimated accuracy of +/- 6 seconds.
 AB0170
 AB0170.The orthometric height was determined by differential leveling
 AB0170.and adjusted by the National Geodetic Survey in June 1991..
 AB0170
 AB0170.The geoid height was determined by GEOID03.
 AB0170
 AB0170.The dynamic height is computed by dividing the NAVD 88
 AB0170.geopotential number by the normal gravity value computed on the
 AB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0170.degrees latitude (g = 980.6199 gals.).
 AB0170
 AB0170.The modeled gravity was interpolated from observed gravity values.
 AB0170
 AB0170;                    North         East    Units  Estimated Accuracy
 AB0170;SPC TX S     - 5,031,290.      395,630.      MT  (+/- 180 meters Scaled)
 AB0170
 AB0170                          SUPERSEDED SURVEY CONTROL
 AB0170
 AB0170  NGVD 29 (??/??/92)   11.476  (m)           37.65   (f) ADJ UNCH    2 0
 AB0170
 AB0170.Superseded values are not recommended for survey control.
 AB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0170.See file dsdata.txt to determine how the superseded data were derived.
 AB0170
 AB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP456704(NAD 83)
 AB0170_MARKER: DD = SURVEY DISK
 AB0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0170_SP_SET: CULVERT
 AB0170_STAMPING: M 5 37.38
 AB0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0170
 AB0170  HISTORY     - Date     Condition        Report By
 AB0170  HISTORY     - UNK      MONUMENTED
 AB0170  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0170
 AB0170                          STATION DESCRIPTION
 AB0170
 AB0170'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0170'3.8 MI NW FROM BROWNSVILLE.
 AB0170'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0170'AT BROWNSVILLE, CAMERON COUNTY, AT A 4- BY 4-FOOT CONCRETE-BOX CULVERT
 AB0170'UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL,
 AB0170'15.2 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1-1/2
 AB0170'FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0018 ***********************************************************************
 CU0018  DESIGNATION -  M 5
 CU0018  PID         -  CU0018
 CU0018  STATE/COUNTY-  TX/FISHER
 CU0018  USGS QUAD   -  LONGWORTH (1969)
 CU0018
 CU0018                         *CURRENT SURVEY CONTROL
 CU0018  ___________________________________________________________________
 CU0018* NAD 83(1986)-  32 39 02.     (N)    100 20 40.     (W)     SCALED    
 CU0018* NAVD 88     -       600.267  (meters)    1969.38   (feet)  ADJUSTED  
 CU0018  ___________________________________________________________________
 CU0018  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CU0018  DYNAMIC HT  -         599.472 (meters)    1966.77  (feet)  COMP
 CU0018  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 CU0018
 CU0018  VERT ORDER  -  FIRST     CLASS II
 CU0018
 CU0018.The horizontal coordinates were scaled from a topographic map and have
 CU0018.an estimated accuracy of +/- 6 seconds.
 CU0018
 CU0018.The orthometric height was determined by differential leveling
 CU0018.and adjusted by the National Geodetic Survey in June 1991..
 CU0018
 CU0018.The geoid height was determined by GEOID03.
 CU0018
 CU0018.The dynamic height is computed by dividing the NAVD 88
 CU0018.geopotential number by the normal gravity value computed on the
 CU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0018.degrees latitude (g = 980.6199 gals.).
 CU0018
 CU0018.The modeled gravity was interpolated from observed gravity values.
 CU0018
 CU0018;                    North         East    Units  Estimated Accuracy
 CU0018;SPC TXNC     - 2,110,620.      426,980.      MT  (+/- 180 meters Scaled)
 CU0018
 CU0018                          SUPERSEDED SURVEY CONTROL
 CU0018
 CU0018  NGVD 29 (??/??/92)  600.04   (m)         1968.6    (f) COMPUTED    1 2
 CU0018
 CU0018.Superseded values are not recommended for survey control.
 CU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0018.See file dsdata.txt to determine how the superseded data were derived.
 CU0018
 CU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB739133(NAD 83)
 CU0018_MARKER: DD = SURVEY DISK
 CU0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0018_SP_SET: CULVERT
 CU0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0018
 CU0018  HISTORY     - Date     Condition        Report By
 CU0018  HISTORY     - UNK      MONUMENTED       USGS
 CU0018  HISTORY     - 1933     GOOD             NGS
 CU0018  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 CU0018
 CU0018                          STATION DESCRIPTION
 CU0018
 CU0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CU0018'IN LONGWORTH.
 CU0018'AT LONGWORTH SET IN HEADWALL OF CONCRETE CULVERT AT SOUTH WEST CORNER
 CU0018'OF CROSS ROAD INTERSECTION.  250 FEET WEST OF RAILROAD TRACK.
 CU0018
 CU0018                          STATION RECOVERY (1949)
 CU0018
 CU0018'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 CU0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0898 ***********************************************************************
 AB0898  DESIGNATION -  M 50
 AB0898  PID         -  AB0898
 AB0898  STATE/COUNTY-  TX/CAMERON
 AB0898  USGS QUAD   -  SANTA MARIA (1970)
 AB0898
 AB0898                         *CURRENT SURVEY CONTROL
 AB0898  ___________________________________________________________________
 AB0898* NAD 83(1986)-  26 03 12.     (N)    097 45 15.     (W)     SCALED    
 AB0898* NAVD 88     -        17.015  (meters)      55.82   (feet)  ADJUSTED  
 AB0898  ___________________________________________________________________
 AB0898  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AB0898  DYNAMIC HT  -          16.988 (meters)      55.73  (feet)  COMP
 AB0898  MODELED GRAV-     979,017.7   (mgal)                       NAVD 88
 AB0898
 AB0898  VERT ORDER  -  SECOND    CLASS 0
 AB0898
 AB0898.The horizontal coordinates were scaled from a topographic map and have
 AB0898.an estimated accuracy of +/- 6 seconds.
 AB0898
 AB0898.The orthometric height was determined by differential leveling
 AB0898.and adjusted by the National Geodetic Survey in June 1991..
 AB0898
 AB0898.The geoid height was determined by GEOID03.
 AB0898
 AB0898.The dynamic height is computed by dividing the NAVD 88
 AB0898.geopotential number by the normal gravity value computed on the
 AB0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0898.degrees latitude (g = 980.6199 gals.).
 AB0898
 AB0898.The modeled gravity was interpolated from observed gravity values.
 AB0898
 AB0898;                    North         East    Units  Estimated Accuracy
 AB0898;SPC TX S     - 5,043,060.      374,640.      MT  (+/- 180 meters Scaled)
 AB0898
 AB0898                          SUPERSEDED SURVEY CONTROL
 AB0898
 AB0898  NGVD 29 (??/??/92)   17.121  (m)           56.17   (f) ADJ UNCH    2 0
 AB0898
 AB0898.Superseded values are not recommended for survey control.
 AB0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0898.See file dsdata.txt to determine how the superseded data were derived.
 AB0898
 AB0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP246821(NAD 83)
 AB0898_MARKER: DD = SURVEY DISK
 AB0898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0898_SP_SET: CULVERT
 AB0898_STAMPING: M 50 54.01
 AB0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0898
 AB0898  HISTORY     - Date     Condition        Report By
 AB0898  HISTORY     - UNK      MONUMENTED
 AB0898  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0898
 AB0898                          STATION DESCRIPTION
 AB0898
 AB0898'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0898'3.6 MI W FROM LANDRUM.
 AB0898'3.6 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0898'LANDRUM, CAMERON COUNTY, 64 FEET NORTHWEST OF REA CO-OP POLE NO.
 AB0898'15V129, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 AB0898'THE TOP OF THE SOUTH HEADWALL, 18.4 FEET SOUTH OF THE CENTERLINE OF
 AB0898'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0493 ***********************************************************************
 DO0493  DESIGNATION -  M 50
 DO0493  PID         -  DO0493
 DO0493  STATE/COUNTY-  TX/HASKELL
 DO0493  USGS QUAD   -  ROCHESTER (1967)
 DO0493
 DO0493                         *CURRENT SURVEY CONTROL
 DO0493  ___________________________________________________________________
 DO0493* NAD 83(1986)-  33 18 57.     (N)    099 51 16.     (W)     SCALED    
 DO0493* NAVD 88     -       486.371  (meters)    1595.70   (feet)  ADJUSTED  
 DO0493  ___________________________________________________________________
 DO0493  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DO0493  DYNAMIC HT  -         485.783 (meters)    1593.77  (feet)  COMP
 DO0493  MODELED GRAV-     979,414.1   (mgal)                       NAVD 88
 DO0493
 DO0493  VERT ORDER  -  FIRST     CLASS II
 DO0493
 DO0493.The horizontal coordinates were scaled from a topographic map and have
 DO0493.an estimated accuracy of +/- 6 seconds.
 DO0493
 DO0493.The orthometric height was determined by differential leveling
 DO0493.and adjusted by the National Geodetic Survey in June 1991..
 DO0493
 DO0493.The geoid height was determined by GEOID03.
 DO0493
 DO0493.The dynamic height is computed by dividing the NAVD 88
 DO0493.geopotential number by the normal gravity value computed on the
 DO0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0493.degrees latitude (g = 980.6199 gals.).
 DO0493
 DO0493.The modeled gravity was interpolated from observed gravity values.
 DO0493
 DO0493;                    North         East    Units  Estimated Accuracy
 DO0493;SPC TXNC     - 2,183,690.      473,890.      MT  (+/- 180 meters Scaled)
 DO0493
 DO0493                          SUPERSEDED SURVEY CONTROL
 DO0493
 DO0493  NGVD 29 (??/??/92)  486.208  (m)         1595.17   (f) ADJ UNCH    1 2
 DO0493
 DO0493.Superseded values are not recommended for survey control.
 DO0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0493.See file dsdata.txt to determine how the superseded data were derived.
 DO0493
 DO0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB204866(NAD 83)
 DO0493_MARKER: DD = SURVEY DISK
 DO0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0493_SP_SET: WALL
 DO0493_STAMPING: 1595.167 M 50 1925
 DO0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0493
 DO0493  HISTORY     - Date     Condition        Report By
 DO0493  HISTORY     - 1925     MONUMENTED       USGS
 DO0493  HISTORY     - 1958     GOOD             NGS
 DO0493
 DO0493                          STATION DESCRIPTION
 DO0493
 DO0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0493'IN ROCHESTER.
 DO0493'AT ROCHESTER, HASKELL COUNTY, ON THE PANHANDLE AND SANTA FE RAILWAY AT
 DO0493'MILEAGE 570.3, 500 FEET WEST OF THE TRACK, AT THE NORTHWEST CORNER OF
 DO0493'A STREET INTERSECTION, IN THE EAST FACE OF A BUILDING, 1-1/2 FEET FROM
 DO0493'THE CORNER, AND 1/2 FOOT HIGHER THAN THE PAVEMENT.  A U. S. GEOLOGICAL
 DO0493'SURVEY STANDARD DISK, STAMPED 1595.167 M 50 1925 AND SET VERTICALLY.
 DO0493'NOTE-- THE MARK IS NEAR THE NORTHEAST CORNER OF A BUILDING THAT IS
 DO0493'OCCUPIED BY FRANKS DEPARTMENT STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0951 ***********************************************************************
 BY0951  DESIGNATION -  M 500
 BY0951  PID         -  BY0951
 BY0951  STATE/COUNTY-  TX/POLK
 BY0951  USGS QUAD   -  WAKEFIELD (1980)
 BY0951
 BY0951                         *CURRENT SURVEY CONTROL
 BY0951  ___________________________________________________________________
 BY0951* NAD 83(1986)-  31 05 41.     (N)    094 47 55.     (W)     SCALED    
 BY0951* NAVD 88     -        69.43   (+/-2cm)     227.8    (feet)  VERTCON   
 BY0951  ___________________________________________________________________
 BY0951  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BY0951
 BY0951  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0951
 BY0951.The horizontal coordinates were scaled from a topographic map and have
 BY0951.an estimated accuracy of +/- 6 seconds.
 BY0951
 BY0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0951.The vertical order pertains to the NGVD 29 superseded value.
 BY0951
 BY0951.The geoid height was determined by GEOID03.
 BY0951
 BY0951;                    North         East    Units  Estimated Accuracy
 BY0951;SPC TX C     - 3,171,440.    1,227,790.      MT  (+/- 180 meters Scaled)
 BY0951
 BY0951                          SUPERSEDED SURVEY CONTROL
 BY0951
 BY0951  NGVD 29 (??/??/92)   69.457  (m)          227.88   (f) ADJ UNCH    2 0
 BY0951
 BY0951.Superseded values are not recommended for survey control.
 BY0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0951.See file dsdata.txt to determine how the superseded data were derived.
 BY0951
 BY0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ284414(NAD 83)
 BY0951_MARKER: DB = BENCH MARK DISK
 BY0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0951_STAMPING: N 500 1943
 BY0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0951+STABILITY: SURFACE MOTION
 BY0951
 BY0951  HISTORY     - Date     Condition        Report By
 BY0951  HISTORY     - 1949     MONUMENTED       CGS
 BY0951  HISTORY     - 1963     GOOD             USGS
 BY0951
 BY0951                          STATION DESCRIPTION
 BY0951
 BY0951'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY0951'0.5 MI E FROM WAKEFIELD.
 BY0951'CORRINGAN, 7.3 MILES NORTH ALONG U.S. HIGHWAY 59, 1.0 MILES EAST ALONG
 BY0951'FARM ROAD 1987, 66 FEET SOUTHEAST OF THE ROAD, 38 FEET NORTHEAST OF
 BY0951'POWER LINE GUY POLE, AT THE EAST EDGE OF A PINE TREE, 1.7 FEET
 BY0951'SOUTHWEST OF A WHITE REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY0951'PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0708 ***********************************************************************
 BL0708  DESIGNATION -  M 501
 BL0708  PID         -  BL0708
 BL0708  STATE/COUNTY-  TX/POLK
 BL0708  USGS QUAD   -  CORRIGAN (1984)
 BL0708
 BL0708                         *CURRENT SURVEY CONTROL
 BL0708  ___________________________________________________________________
 BL0708* NAD 83(1986)-  30 54 09.     (N)    094 46 13.     (W)     SCALED    
 BL0708* NAVD 88     -       121.73   (+/-2cm)     399.4    (feet)  VERTCON   
 BL0708  ___________________________________________________________________
 BL0708  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0708
 BL0708  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0708
 BL0708.The horizontal coordinates were scaled from a topographic map and have
 BL0708.an estimated accuracy of +/- 6 seconds.
 BL0708
 BL0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0708.The vertical order pertains to the NGVD 29 superseded value.
 BL0708
 BL0708.The geoid height was determined by GEOID03.
 BL0708
 BL0708;                    North         East    Units  Estimated Accuracy
 BL0708;SPC TX C     - 3,150,290.    1,231,550.      MT  (+/- 180 meters Scaled)
 BL0708
 BL0708                          SUPERSEDED SURVEY CONTROL
 BL0708
 BL0708  NGVD 29 (??/??/92)  121.742  (m)          399.42   (f) ADJ UNCH    2 0
 BL0708
 BL0708.Superseded values are not recommended for survey control.
 BL0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0708.See file dsdata.txt to determine how the superseded data were derived.
 BL0708
 BL0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ308201(NAD 83)
 BL0708_MARKER: DB = BENCH MARK DISK
 BL0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0708_STAMPING: M 501 1949
 BL0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0708+STABILITY: SURFACE MOTION
 BL0708
 BL0708  HISTORY     - Date     Condition        Report By
 BL0708  HISTORY     - 1949     MONUMENTED       CGS
 BL0708
 BL0708                          STATION DESCRIPTION
 BL0708
 BL0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0708'2.6 MI W FROM CAMDEN.
 BL0708'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY EXPRESS CO.
 BL0708'OFFICE AT CAMDEN, THENCE 2.5 MILES WEST ALONG FARM ROAD NO. 62, AT THE
 BL0708'SUMMIT OF A HILL, 191.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BL0708'FARMHOUSE OCCUPIED BY A MRS. BARRINGER, 38.0 FEET SOUTH OF THE CENTER
 BL0708'LINE OF THE ROAD, 17.0 FEET EAST OF A CORNER FENCE POST, 1.0 FOOT
 BL0708'NORTH OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 BL0708'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS
 BL0708'BENCH MARK IS ALSO 1.1 MILES EAST OF BENCH MARK L 501 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0763 ***********************************************************************
 BL0763  DESIGNATION -  M 502
 BL0763  PID         -  BL0763
 BL0763  STATE/COUNTY-  TX/POLK
 BL0763  USGS QUAD   -  LEGGETT (1984)
 BL0763
 BL0763                         *CURRENT SURVEY CONTROL
 BL0763  ___________________________________________________________________
 BL0763* NAD 83(1986)-  30 48 43.     (N)    094 45 22.     (W)     SCALED    
 BL0763* NAVD 88     -       105.69   (+/-2cm)     346.8    (feet)  VERTCON   
 BL0763  ___________________________________________________________________
 BL0763  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0763
 BL0763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0763
 BL0763.The horizontal coordinates were scaled from a topographic map and have
 BL0763.an estimated accuracy of +/- 6 seconds.
 BL0763
 BL0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0763.The vertical order pertains to the NGVD 29 superseded value.
 BL0763
 BL0763.The geoid height was determined by GEOID03.
 BL0763
 BL0763;                    North         East    Units  Estimated Accuracy
 BL0763;SPC TX C     - 3,140,330.    1,233,410.      MT  (+/- 180 meters Scaled)
 BL0763
 BL0763                          SUPERSEDED SURVEY CONTROL
 BL0763
 BL0763  NGVD 29 (??/??/92)  105.696  (m)          346.77   (f) ADJ UNCH    2 0
 BL0763
 BL0763.Superseded values are not recommended for survey control.
 BL0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0763.See file dsdata.txt to determine how the superseded data were derived.
 BL0763
 BL0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ320100(NAD 83)
 BL0763_MARKER: DB = BENCH MARK DISK
 BL0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0763_STAMPING: M 502 1949
 BL0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0763+STABILITY: SURFACE MOTION
 BL0763
 BL0763  HISTORY     - Date     Condition        Report By
 BL0763  HISTORY     - 1949     MONUMENTED       CGS
 BL0763  HISTORY     - 1980     MARK NOT FOUND   USGS
 BL0763
 BL0763                          STATION DESCRIPTION
 BL0763
 BL0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0763'8.3 MI SE FROM LEGGETT.
 BL0763'7.1 MILES EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BL0763'RAILWAY STATION AT LEGGETT, THENCE 1.2 MILES SOUTH ALONG A DIRT ROAD,
 BL0763'AT A Y-JUNCTION OF DIRT ROADS, 48.0 FEET NORTHEAST OF THE CENTER LINE
 BL0763'OF THE MAIN ROAD, 20.0 FEET EAST OF THE CENTER LINE OF A DIRT ROAD
 BL0763'LEADING NORTH, 21.0 FEET NORTH OF A 6-INCH OAK TREE WITH A TRIANGULAR
 BL0763'BLAZE ON THE SOUTHWEST SIDE OF THE TREE, 1.8 FEET NORTH OF A REFERENCE
 BL0763'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0763'GROUND.
 BL0763
 BL0763                          STATION RECOVERY (1980)
 BL0763
 BL0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BL0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0685 ***********************************************************************
 BL0685  DESIGNATION -  M 503
 BL0685  PID         -  BL0685
 BL0685  STATE/COUNTY-  TX/TYLER
 BL0685  USGS QUAD   -  CHESTER (1984)
 BL0685
 BL0685                         *CURRENT SURVEY CONTROL
 BL0685  ___________________________________________________________________
 BL0685* NAD 83(1986)-  30 58 01.     (N)    094 32 06.     (W)     SCALED    
 BL0685* NAVD 88     -        98.41   (+/-2cm)     322.9    (feet)  VERTCON   
 BL0685  ___________________________________________________________________
 BL0685  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BL0685
 BL0685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0685
 BL0685.The horizontal coordinates were scaled from a topographic map and have
 BL0685.an estimated accuracy of +/- 6 seconds.
 BL0685
 BL0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0685.The vertical order pertains to the NGVD 29 superseded value.
 BL0685
 BL0685.The geoid height was determined by GEOID03.
 BL0685
 BL0685;                    North         East    Units  Estimated Accuracy
 BL0685;SPC TX C     - 3,158,570.    1,253,640.      MT  (+/- 180 meters Scaled)
 BL0685
 BL0685                          SUPERSEDED SURVEY CONTROL
 BL0685
 BL0685  NGVD 29 (??/??/92)   98.422  (m)          322.91   (f) ADJ UNCH    2 0
 BL0685
 BL0685.Superseded values are not recommended for survey control.
 BL0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0685.See file dsdata.txt to determine how the superseded data were derived.
 BL0685
 BL0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ534269(NAD 83)
 BL0685_MARKER: DB = BENCH MARK DISK
 BL0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0685_STAMPING: M 503 1949
 BL0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0685+STABILITY: SURFACE MOTION
 BL0685
 BL0685  HISTORY     - Date     Condition        Report By
 BL0685  HISTORY     - 1949     MONUMENTED       CGS
 BL0685
 BL0685                          STATION DESCRIPTION
 BL0685
 BL0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0685'4.9 MI NE FROM CHESTER.
 BL0685'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BL0685'THENCE 2.9 MILES EAST ALONG A DIRT ROAD, 1.2 MILES EAST OF THE ENON
 BL0685'SCHOOL AND BAPTIST CHURCH, AT A T-JUNCTION OF DIRT ROADS, 32.0 FEET
 BL0685'SOUTH OF THE CENTER LINE OF THE ROAD, 54.0 FEET EAST OF THE CENTER
 BL0685'LINE OF A ROAD LEADING SOUTH TO A CHURCH AND CEMETERY, ABOUT 0.25 MILE
 BL0685'EAST OF A FRAME FARMHOUSE, 35.0 FEET EAST OF A CORNER FENCE POST, 1.0
 BL0685'FOOT NORTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE
 BL0685'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0149 ***********************************************************************
 BL0149  DESIGNATION -  M 504
 BL0149  PID         -  BL0149
 BL0149  STATE/COUNTY-  TX/TYLER
 BL0149  USGS QUAD   -  BOGGY LAKE (1984)
 BL0149
 BL0149                         *CURRENT SURVEY CONTROL
 BL0149  ___________________________________________________________________
 BL0149* NAD 83(1986)-  30 57 54.     (N)    094 15 25.     (W)     SCALED    
 BL0149* NAVD 88     -        54.21   (+/-2cm)     177.9    (feet)  VERTCON   
 BL0149  ___________________________________________________________________
 BL0149  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0149
 BL0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0149
 BL0149.The horizontal coordinates were scaled from a topographic map and have
 BL0149.an estimated accuracy of +/- 6 seconds.
 BL0149
 BL0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0149.The vertical order pertains to the NGVD 29 superseded value.
 BL0149
 BL0149.The geoid height was determined by GEOID03.
 BL0149
 BL0149;                    North         East    Units  Estimated Accuracy
 BL0149;SPC TX C     - 3,159,780.    1,280,180.      MT  (+/- 180 meters Scaled)
 BL0149
 BL0149                          SUPERSEDED SURVEY CONTROL
 BL0149
 BL0149  NGVD 29 (??/??/92)   54.215  (m)          177.87   (f) ADJ UNCH    2 0
 BL0149
 BL0149.Superseded values are not recommended for survey control.
 BL0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0149.See file dsdata.txt to determine how the superseded data were derived.
 BL0149
 BL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ799264(NAD 83)
 BL0149_MARKER: DB = BENCH MARK DISK
 BL0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0149_STAMPING: M 504 1949
 BL0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0149+STABILITY: SURFACE MOTION
 BL0149
 BL0149  HISTORY     - Date     Condition        Report By
 BL0149  HISTORY     - 1949     MONUMENTED       CGS
 BL0149
 BL0149                          STATION DESCRIPTION
 BL0149
 BL0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0149'9.45 MI SE FROM ROCKLAND.
 BL0149'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BL0149'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BL0149'DIRT ROAD, THENCE 6.45 MILES SOUTHEAST ALONG A DIRT ROAD, 110.0 FEET
 BL0149'NORTHEAST OF THE CENTER LINE OF THE ROAD, 55.0 FEET NORTH OF THE MOST
 BL0149'NORTHERLY ONE OF FOUR LARGE OAK TREES, 43.3 FEET SOUTH OF THE
 BL0149'SOUTHEAST CORNER OF THE J.W. DAVIS FARMHOUSE, 1.7 FEET SOUTH OF AN
 BL0149'EAST AND WEST FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL0149'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0942 ***********************************************************************
 BY0942  DESIGNATION -  M 505
 BY0942  PID         -  BY0942
 BY0942  STATE/COUNTY-  TX/TYLER
 BY0942  USGS QUAD   -  WOLF HILL (1980)
 BY0942
 BY0942                         *CURRENT SURVEY CONTROL
 BY0942  ___________________________________________________________________
 BY0942* NAD 83(1986)-  31 00 24.     (N)    094 34 15.     (W)     SCALED    
 BY0942* NAVD 88     -        69.72   (+/-2cm)     228.7    (feet)  VERTCON   
 BY0942  ___________________________________________________________________
 BY0942  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BY0942
 BY0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0942
 BY0942.The horizontal coordinates were scaled from a topographic map and have
 BY0942.an estimated accuracy of +/- 6 seconds.
 BY0942
 BY0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0942.The vertical order pertains to the NGVD 29 superseded value.
 BY0942
 BY0942.The geoid height was determined by GEOID03.
 BY0942
 BY0942;                    North         East    Units  Estimated Accuracy
 BY0942;SPC TX C     - 3,162,790.    1,249,990.      MT  (+/- 180 meters Scaled)
 BY0942
 BY0942                          SUPERSEDED SURVEY CONTROL
 BY0942
 BY0942  NGVD 29 (??/??/92)   69.740  (m)          228.81   (f) ADJ UNCH    2 0
 BY0942
 BY0942.Superseded values are not recommended for survey control.
 BY0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0942.See file dsdata.txt to determine how the superseded data were derived.
 BY0942
 BY0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ500314(NAD 83)
 BY0942_MARKER: DB = BENCH MARK DISK
 BY0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0942_STAMPING: M 505 1949
 BY0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0942+STABILITY: SURFACE MOTION
 BY0942
 BY0942  HISTORY     - Date     Condition        Report By
 BY0942  HISTORY     - 1949     MONUMENTED       CGS
 BY0942
 BY0942                          STATION DESCRIPTION
 BY0942
 BY0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0942'7.25 MI NE FROM CHESTER.
 BY0942'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BY0942'THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 3.1 MILES
 BY0942'NORTHEAST ALONG A DIRT ROAD, NEAR THE SOUTHWEST END OF A CURVE WITH
 BY0942'TANGENTS LEADING SOUTHWEST AND EAST, 30.0 FEET NORTHWEST OF THE CENTER
 BY0942'LINE OF THE ROAD, 28.5 FEET SOUTHWEST OF A 12-INCH OAK WITH A
 BY0942'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 9.0 FEET NORTH OF
 BY0942'AN 8-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE
 BY0942'TREE, 4.0 FEET SOUTHEAST OF A 4-INCH PINE WITH A TRIANGULAR BLAZE ON
 BY0942'THE SOUTHEAST SIDE OF THE TREE, 1.3 FEET SOUTHWEST OF A REFERENCE
 BY0942'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY0942'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0680 ***********************************************************************
 BL0680  DESIGNATION -  M 506 RESET 1957
 BL0680  PID         -  BL0680
 BL0680  STATE/COUNTY-  TX/TYLER
 BL0680  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL0680
 BL0680                         *CURRENT SURVEY CONTROL
 BL0680  ___________________________________________________________________
 BL0680* NAD 83(1986)-  30 50 41.     (N)    094 31 00.     (W)     SCALED    
 BL0680* NAVD 88     -       107.14   (+/-2cm)     351.5    (feet)  VERTCON   
 BL0680  ___________________________________________________________________
 BL0680  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL0680
 BL0680  VERT ORDER  -  THIRD (See Below)
 BL0680
 BL0680.The horizontal coordinates were scaled from a topographic map and have
 BL0680.an estimated accuracy of +/- 6 seconds.
 BL0680
 BL0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0680.The vertical order pertains to the NGVD 29 superseded value.
 BL0680
 BL0680.The geoid height was determined by GEOID03.
 BL0680
 BL0680;                    North         East    Units  Estimated Accuracy
 BL0680;SPC TX C     - 3,145,140.    1,256,100.      MT  (+/- 180 meters Scaled)
 BL0680
 BL0680                          SUPERSEDED SURVEY CONTROL
 BL0680
 BL0680  NGVD 29 (??/??/??)  107.14   (m)          351.5    (f) RESET       3  
 BL0680
 BL0680.Superseded values are not recommended for survey control.
 BL0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0680.See file dsdata.txt to determine how the superseded data were derived.
 BL0680
 BL0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ549133(NAD 83)
 BL0680_MARKER: DB = BENCH MARK DISK
 BL0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0680_STAMPING: M 506 RESET 1957
 BL0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0680+STABILITY: SURFACE MOTION
 BL0680
 BL0680  HISTORY     - Date     Condition        Report By
 BL0680  HISTORY     - 1957     MONUMENTED       CGS
 BL0680
 BL0680                          STATION DESCRIPTION
 BL0680
 BL0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BL0680'7.4 MI SE FROM CHESTER.
 BL0680'ABOUT 7.4 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 287, FROM THE POST
 BL0680'OFFICE AT CHESTER, 8.0 MILES NORTHWEST ALONG THE HIGHWAY FROM THE
 BL0680'COURT HOUSE AT WOODVILLE, 0.7 MILE SOUTHEAST OF THE JUNCTION OF THE
 BL0680'HIGHWAY AND F.M.NO. 256, ALONG THE NORTHWEST SLOPE OF A HILL, ABOUT
 BL0680'0.1 MILE NORTHWEST OF THE SUMMIT OF THE HILL AND ABOUT 450 FEET
 BL0680'NORTHWEST OF A SMALL WHITE FARM HOUSE.  IT IS ABOUT 1 FOOT NORTHEAST
 BL0680'OF THE SOUTHWEST RIGHT-OF-WAY LINE AND 2 FEET NORTHWEST OF A 4 X 4
 BL0680'POST.  A STANDARD DISK STAMPED M 506 RESET 1957 IN A CONCRETE POST
 BL0680'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0033 ***********************************************************************
 BL0033  DESIGNATION -  M 507
 BL0033  PID         -  BL0033
 BL0033  STATE/COUNTY-  TX/TYLER
 BL0033  USGS QUAD   -  WOODVILLE (1984)
 BL0033
 BL0033                         *CURRENT SURVEY CONTROL
 BL0033  ___________________________________________________________________
 BL0033* NAD 83(1986)-  30 45 38.     (N)    094 27 04.     (W)     SCALED    
 BL0033* NAVD 88     -       117.84   (+/-2cm)     386.6    (feet)  VERTCON   
 BL0033  ___________________________________________________________________
 BL0033  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL0033
 BL0033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0033
 BL0033.The horizontal coordinates were scaled from a topographic map and have
 BL0033.an estimated accuracy of +/- 6 seconds.
 BL0033
 BL0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0033.The vertical order pertains to the NGVD 29 superseded value.
 BL0033
 BL0033.The geoid height was determined by GEOID03.
 BL0033
 BL0033;                    North         East    Units  Estimated Accuracy
 BL0033;SPC TX C     - 3,136,150.    1,262,850.      MT  (+/- 180 meters Scaled)
 BL0033
 BL0033                          SUPERSEDED SURVEY CONTROL
 BL0033
 BL0033  NGVD 29 (??/??/92)  117.836  (m)          386.60   (f) ADJ UNCH    2 0
 BL0033
 BL0033.Superseded values are not recommended for survey control.
 BL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0033.See file dsdata.txt to determine how the superseded data were derived.
 BL0033
 BL0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ611039(NAD 83)
 BL0033_MARKER: DB = BENCH MARK DISK
 BL0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0033_STAMPING: M 507 1949
 BL0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0033+STABILITY: SURFACE MOTION
 BL0033
 BL0033  HISTORY     - Date     Condition        Report By
 BL0033  HISTORY     - 1949     MONUMENTED       CGS
 BL0033
 BL0033                          STATION DESCRIPTION
 BL0033
 BL0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0033'2.3 MI SW FROM WOODVILLE.
 BL0033'1.0 MILE WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0033'WOODVILLE, THENCE 1.3 MILES SOUTHWEST ALONG OLD STATE HIGHWAY NO. 45.
 BL0033'AT THE WOODVILLE AIRPORT WHICH IS LOCATED ON THE PROPERTY OF ALLEN
 BL0033'RILEY, ABOUT 0.5 MILE SOUTH OF OLD STATE HIGHWAY NO. 45, 21.0 FEET
 BL0033'NORTH OF THE NORTHEAST CORNER OF THE HANGAR, 3.8 FEET NORTHWEST OF THE
 BL0033'MOST NORTHERLY HANGAR DOOR SUPPORT, 2.2 FEET SOUTHEAST OF A REFERENCE
 BL0033'POST, AT THE NORTH END OF THE LANDING FIELD, SET IN THE TOP OF A
 BL0033'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0335 ***********************************************************************
 BY0335  DESIGNATION -  M 508
 BY0335  PID         -  BY0335
 BY0335  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0335  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0335
 BY0335                         *CURRENT SURVEY CONTROL
 BY0335  ___________________________________________________________________
 BY0335* NAD 83(1986)-  31 23 15.     (N)    094 17 19.     (W)     SCALED    
 BY0335* NAVD 88     -        62.24   (+/-2cm)     204.2    (feet)  VERTCON   
 BY0335  ___________________________________________________________________
 BY0335  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BY0335
 BY0335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0335
 BY0335.The horizontal coordinates were scaled from a topographic map and have
 BY0335.an estimated accuracy of +/- 6 seconds.
 BY0335
 BY0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0335.The vertical order pertains to the NGVD 29 superseded value.
 BY0335
 BY0335.The geoid height was determined by GEOID03.
 BY0335
 BY0335;                    North         East    Units  Estimated Accuracy
 BY0335;SPC TX C     - 3,206,380.    1,274,610.      MT  (+/- 180 meters Scaled)
 BY0335
 BY0335                          SUPERSEDED SURVEY CONTROL
 BY0335
 BY0335  NGVD 29 (??/??/92)   62.276  (m)          204.32   (f) ADJ UNCH    2 0
 BY0335
 BY0335.Superseded values are not recommended for survey control.
 BY0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0335.See file dsdata.txt to determine how the superseded data were derived.
 BY0335
 BY0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ774732(NAD 83)
 BY0335_MARKER: DB = BENCH MARK DISK
 BY0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0335_STAMPING: M 508 1949
 BY0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0335+STABILITY: SURFACE MOTION
 BY0335
 BY0335  HISTORY     - Date     Condition        Report By
 BY0335  HISTORY     - 1949     MONUMENTED       CGS
 BY0335  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0335
 BY0335                          STATION DESCRIPTION
 BY0335
 BY0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0335'6.7 MI N FROM BROADDUS.
 BY0335'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0335'BROADDUS, THENCE 6.25 MILES NORTH ALONG A GRADED DIRT ROAD, AT THE
 BY0335'FARM HOME OF L.C. FOX, 208 FEET EAST OF THE NORTHEAST CORNER OF THE
 BY0335'FARMHOUSE, 54 FEET WEST OF THE CENTER LINE OF THE ROAD, 39 FEET
 BY0335'NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 39 FEET NORTHEAST
 BY0335'OF THE CENTER OF A WOODEN GATE, 30 FEET WEST OF A 24 INCH OAK TREE, 1
 BY0335'FOOT SOUTHEAST OF A FENCE, 1 FOOT SOUTHWEST OF A WITNESS POST, 123
 BY0335'YARDS SOUTH OF A NEW ROAD WHICH IS NOW UNDER CONSTRUCTION, SET IN THE
 BY0335'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY0335
 BY0335                          STATION RECOVERY (1998)
 BY0335
 BY0335'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0478 ***********************************************************************
 BY0478  DESIGNATION -  M 509
 BY0478  PID         -  BY0478
 BY0478  STATE/COUNTY-  TX/NACOGDOCHES
 BY0478  USGS QUAD   -  BROADDUS (1984)
 BY0478
 BY0478                         *CURRENT SURVEY CONTROL
 BY0478  ___________________________________________________________________
 BY0478* NAD 83(1986)-  31 18 40.     (N)    094 19 09.     (W)     SCALED    
 BY0478* NAVD 88     -        45.98   (+/-2cm)     150.9    (feet)  VERTCON   
 BY0478  ___________________________________________________________________
 BY0478  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0478
 BY0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0478
 BY0478.The horizontal coordinates were scaled from a topographic map and have
 BY0478.an estimated accuracy of +/- 6 seconds.
 BY0478
 BY0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0478.The vertical order pertains to the NGVD 29 superseded value.
 BY0478
 BY0478.The geoid height was determined by GEOID03.
 BY0478
 BY0478;                    North         East    Units  Estimated Accuracy
 BY0478;SPC TX C     - 3,197,770.    1,272,170.      MT  (+/- 180 meters Scaled)
 BY0478
 BY0478                          SUPERSEDED SURVEY CONTROL
 BY0478
 BY0478  NGVD 29 (??/??/92)   46.013  (m)          150.96   (f) ADJ UNCH    2 0
 BY0478
 BY0478.Superseded values are not recommended for survey control.
 BY0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0478.See file dsdata.txt to determine how the superseded data were derived.
 BY0478
 BY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ744648(NAD 83)
 BY0478_MARKER: DB = BENCH MARK DISK
 BY0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0478_STAMPING: M 509 1949
 BY0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0478+STABILITY: SURFACE MOTION
 BY0478
 BY0478  HISTORY     - Date     Condition        Report By
 BY0478  HISTORY     - 1949     MONUMENTED       CGS
 BY0478
 BY0478                          STATION DESCRIPTION
 BY0478
 BY0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0478'10.0 MI SE FROM ETOILE.
 BY0478'8.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0478'ETOILE.  THENCE 1.2 MILES EAST ALONG AN OLD C.C.C. ROAD, 0.3 MILE EAST
 BY0478'OF A VACANT FARM HOUSE, ABOUT 400 YARDS WEST OF THE ATTOYAC RIVER,
 BY0478'102.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER
 BY0478'SANDY CREEK, 44.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26.0 FEET
 BY0478'WEST OF A 20 INCH TRIANGULAR BLAZED OAK TREE, 2.0 FEET EAST OF A
 BY0478'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 BY0478'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0899 ***********************************************************************
 AB0899  DESIGNATION -  M 51
 AB0899  PID         -  AB0899
 AB0899  STATE/COUNTY-  TX/CAMERON
 AB0899  USGS QUAD   -  SANTA MARIA (1970)
 AB0899
 AB0899                         *CURRENT SURVEY CONTROL
 AB0899  ___________________________________________________________________
 AB0899* NAD 83(1986)-  26 03 14.     (N)    097 45 24.     (W)     SCALED    
 AB0899* NAVD 88     -        17.132  (meters)      56.21   (feet)  ADJUSTED  
 AB0899  ___________________________________________________________________
 AB0899  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AB0899  DYNAMIC HT  -          17.104 (meters)      56.12  (feet)  COMP
 AB0899  MODELED GRAV-     979,017.6   (mgal)                       NAVD 88
 AB0899
 AB0899  VERT ORDER  -  SECOND    CLASS 0
 AB0899
 AB0899.The horizontal coordinates were scaled from a topographic map and have
 AB0899.an estimated accuracy of +/- 6 seconds.
 AB0899
 AB0899.The orthometric height was determined by differential leveling
 AB0899.and adjusted by the National Geodetic Survey in June 1991..
 AB0899
 AB0899.The geoid height was determined by GEOID03.
 AB0899
 AB0899.The dynamic height is computed by dividing the NAVD 88
 AB0899.geopotential number by the normal gravity value computed on the
 AB0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0899.degrees latitude (g = 980.6199 gals.).
 AB0899
 AB0899.The modeled gravity was interpolated from observed gravity values.
 AB0899
 AB0899;                    North         East    Units  Estimated Accuracy
 AB0899;SPC TX S     - 5,043,120.      374,390.      MT  (+/- 180 meters Scaled)
 AB0899
 AB0899                          SUPERSEDED SURVEY CONTROL
 AB0899
 AB0899  NGVD 29 (??/??/92)   17.237  (m)           56.55   (f) ADJ UNCH    2 0
 AB0899
 AB0899.Superseded values are not recommended for survey control.
 AB0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0899.See file dsdata.txt to determine how the superseded data were derived.
 AB0899
 AB0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP243822(NAD 83)
 AB0899_MARKER: DD = SURVEY DISK
 AB0899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0899_SP_SET: CULVERT
 AB0899_STAMPING: M 51 56.47
 AB0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0899
 AB0899  HISTORY     - Date     Condition        Report By
 AB0899  HISTORY     - UNK      MONUMENTED
 AB0899  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0899
 AB0899                          STATION DESCRIPTION
 AB0899
 AB0899'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0899'3.7 MI W FROM LANDRUM.
 AB0899'3.7 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0899'LANDRUM, CAMERON COUNTY, 67 YARDS EAST OF REA CO-OP POLE NO. 15V131,
 AB0899'AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP
 AB0899'OF THE SOUTH HEADWALL, 18.2 FEET SOUTH OF THE CENTERLINE OF THE
 AB0899'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0457 ***********************************************************************
 AY0457  DESIGNATION -  M 510
 AY0457  PID         -  AY0457
 AY0457  STATE/COUNTY-  TX/BEXAR
 AY0457  USGS QUAD   -  LOSOYA (1984)
 AY0457
 AY0457                         *CURRENT SURVEY CONTROL
 AY0457  ___________________________________________________________________
 AY0457* NAD 83(1986)-  29 14 20.     (N)    098 27 08.     (W)     SCALED    
 AY0457* NAVD 88     -       147.905  (meters)     485.25   (feet)  ADJUSTED  
 AY0457  ___________________________________________________________________
 AY0457  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AY0457  DYNAMIC HT  -         147.690 (meters)     484.55  (feet)  COMP
 AY0457  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
 AY0457
 AY0457  VERT ORDER  -  FIRST     CLASS II
 AY0457
 AY0457.The horizontal coordinates were scaled from a topographic map and have
 AY0457.an estimated accuracy of +/- 6 seconds.
 AY0457
 AY0457.The orthometric height was determined by differential leveling
 AY0457.and adjusted by the National Geodetic Survey in June 1991..
 AY0457
 AY0457.The geoid height was determined by GEOID03.
 AY0457
 AY0457.The dynamic height is computed by dividing the NAVD 88
 AY0457.geopotential number by the normal gravity value computed on the
 AY0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0457.degrees latitude (g = 980.6199 gals.).
 AY0457
 AY0457.The modeled gravity was interpolated from observed gravity values.
 AY0457
 AY0457;                    North         East    Units  Estimated Accuracy
 AY0457;SPC TXSC     - 4,155,900.      653,240.      MT  (+/- 180 meters Scaled)
 AY0457
 AY0457                          SUPERSEDED SURVEY CONTROL
 AY0457
 AY0457  NGVD 29 (??/??/92)  147.814  (m)          484.95   (f) ADJ UNCH    1 2
 AY0457
 AY0457.Superseded values are not recommended for survey control.
 AY0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0457.See file dsdata.txt to determine how the superseded data were derived.
 AY0457
 AY0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT532345(NAD 83)
 AY0457_MARKER: DB = BENCH MARK DISK
 AY0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0457_SP_SET: BANISTER
 AY0457_STAMPING: M 510 1953
 AY0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0457
 AY0457  HISTORY     - Date     Condition        Report By
 AY0457  HISTORY     - 1953     MONUMENTED       CGS
 AY0457  HISTORY     - 1957     GOOD             DOD
 AY0457  HISTORY     - 19991001 MARK NOT FOUND   USPSQD
 AY0457
 AY0457                          STATION DESCRIPTION
 AY0457
 AY0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0457'0.4 MI N FROM LOSOYA.
 AY0457'0.4 MILE NORTH ALONG SOUTH FLORES ROAD FROM ITS INTERSECTION WITH
 AY0457'MARTINEZ LOSOYA ROAD AT LOSOYA, 10 FEET WEST OF THE CENTER LINE OF THE
 AY0457'ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE BANISTER OF
 AY0457'A BRIDGE OVER THE MEDINA RIVER.
 AY0457
 AY0457                          STATION RECOVERY (1957)
 AY0457
 AY0457'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0457'RECOVERED IN GOOD CONDITION.
 AY0457
 AY0457                          STATION RECOVERY (1999)
 AY0457
 AY0457'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0067 ***********************************************************************
 FM0067  DESIGNATION -  M 511
 FM0067  PID         -  FM0067
 FM0067  STATE/COUNTY-  TX/MOORE
 FM0067  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0067
 FM0067                         *CURRENT SURVEY CONTROL
 FM0067  ___________________________________________________________________
 FM0067* NAD 83(1986)-  35 58 17.     (N)    102 06 19.     (W)     SCALED    
 FM0067* NAVD 88     -      1143.991  (meters)    3753.24   (feet)  ADJUSTED  
 FM0067  ___________________________________________________________________
 FM0067  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FM0067  DYNAMIC HT  -        1142.670 (meters)    3748.91  (feet)  COMP
 FM0067  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 FM0067
 FM0067  VERT ORDER  -  SECOND    CLASS 0
 FM0067
 FM0067.The horizontal coordinates were scaled from a topographic map and have
 FM0067.an estimated accuracy of +/- 6 seconds.
 FM0067
 FM0067.The orthometric height was determined by differential leveling
 FM0067.and adjusted by the National Geodetic Survey in June 1991..
 FM0067
 FM0067.The geoid height was determined by GEOID03.
 FM0067
 FM0067.The dynamic height is computed by dividing the NAVD 88
 FM0067.geopotential number by the normal gravity value computed on the
 FM0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0067.degrees latitude (g = 980.6199 gals.).
 FM0067
 FM0067.The modeled gravity was interpolated from observed gravity values.
 FM0067
 FM0067;                    North         East    Units  Estimated Accuracy
 FM0067;SPC TX N     - 1,218,870.      145,410.      MT  (+/- 180 meters Scaled)
 FM0067
 FM0067                          SUPERSEDED SURVEY CONTROL
 FM0067
 FM0067  NGVD 29 (??/??/92) 1143.434  (m)         3751.42   (f) ADJ UNCH    2 0
 FM0067
 FM0067.Superseded values are not recommended for survey control.
 FM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0067.See file dsdata.txt to determine how the superseded data were derived.
 FM0067
 FM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV610846(NAD 83)
 FM0067_MARKER: DB = BENCH MARK DISK
 FM0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0067_STAMPING: M 511 1935
 FM0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0067+STABILITY: SURFACE MOTION
 FM0067
 FM0067  HISTORY     - Date     Condition        Report By
 FM0067  HISTORY     - 1935     MONUMENTED       CGS
 FM0067  HISTORY     - 1952     MARK NOT FOUND   NGS
 FM0067
 FM0067                          STATION DESCRIPTION
 FM0067
 FM0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0067'14.9 MI NW FROM DUMAS.
 FM0067'TO REACH FROM DUMAS COURTHOUSE GO 0.4 MILE NORTH, THENCE 7.2 MILES
 FM0067'WEST, THENCE 7.3 MILES NORTH, ALONG GRADED ROADS.  0.3 MILE NORTH OF
 FM0067'CROSS ROADS.  19.5 FEET EAST OF CENTERLINE OF GRADED ROAD.
 FM0067
 FM0067                          STATION RECOVERY (1952)
 FM0067
 FM0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FM0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0143 ***********************************************************************
 GL0143  DESIGNATION -  M 512
 GL0143  PID         -  GL0143
 GL0143  STATE/COUNTY-  TX/HARTLEY
 GL0143  USGS QUAD   -  EXUM (1965)
 GL0143
 GL0143                         *CURRENT SURVEY CONTROL
 GL0143  ___________________________________________________________________
 GL0143* NAD 83(1986)-  36 03 18.     (N)    102 14 52.     (W)     SCALED    
 GL0143* NAVD 88     -      1168.416  (meters)    3833.38   (feet)  POSTED    
 GL0143  ___________________________________________________________________
 GL0143  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 GL0143  DYNAMIC HT  -        1167.070 (meters)    3828.96  (feet)  COMP
 GL0143  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 GL0143
 GL0143  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GL0143
 GL0143.The horizontal coordinates were scaled from a topographic map and have
 GL0143.an estimated accuracy of +/- 6 seconds.
 GL0143
 GL0143.The orthometric height was determined by differential leveling
 GL0143.and adjusted by the National Geodetic Survey in 1992..
 GL0143.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GL0143.rate of 0.0 thru 1.0 mm/km.
 GL0143
 GL0143.The geoid height was determined by GEOID03.
 GL0143
 GL0143.The dynamic height is computed by dividing the NAVD 88
 GL0143.geopotential number by the normal gravity value computed on the
 GL0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0143.degrees latitude (g = 980.6199 gals.).
 GL0143
 GL0143.The modeled gravity was interpolated from observed gravity values.
 GL0143
 GL0143;                    North         East    Units  Estimated Accuracy
 GL0143;SPC TX N     - 1,228,240.      132,630.      MT  (+/- 180 meters Scaled)
 GL0143
 GL0143                          SUPERSEDED SURVEY CONTROL
 GL0143
 GL0143  NGVD 29 (??/??/92) 1167.887  (m)         3831.64   (f) ADJ UNCH    2 0
 GL0143
 GL0143.Superseded values are not recommended for survey control.
 GL0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0143.See file dsdata.txt to determine how the superseded data were derived.
 GL0143
 GL0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV479935(NAD 83)
 GL0143_MARKER: DB = BENCH MARK DISK
 GL0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0143_STAMPING: M 512 1935
 GL0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0143+STABILITY: SURFACE MOTION
 GL0143
 GL0143  HISTORY     - Date     Condition        Report By
 GL0143  HISTORY     - 1935     MONUMENTED       CGS
 GL0143  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0143
 GL0143                          STATION DESCRIPTION
 GL0143
 GL0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0143'12.6 MI S FROM CONLEN.
 GL0143'12.6 MILES SOUTH OF CONLEN BY ROAD.  TO REACH FROM CONLEN POST OFFICE
 GL0143'GO SOUTH 8.9 MILES, THENCE 0.6 MILES WEST, THENCE 1.4 MILES SOUTH,
 GL0143'THENCE 0.4 MILE EAST, THENCE 2.3 MILES SOUTH, ALONG ROADS.  86.4 FEET
 GL0143'SOUTH OF SECTION CORNER POST, AND 20.6 FEET WEST OF CENTERLINE OF
 GL0143'ROAD.  NOTE-- IT MAY BE COVERED WITH DRIFTED SAND.
 GL0143
 GL0143                          STATION RECOVERY (1952)
 GL0143
 GL0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0147 ***********************************************************************
 GK0147  DESIGNATION -  M 515
 GK0147  PID         -  GK0147
 GK0147  STATE/COUNTY-  TX/OCHILTREE
 GK0147  USGS QUAD   -  SOURDOUGH CREEK NW (1973)
 GK0147
 GK0147                         *CURRENT SURVEY CONTROL
 GK0147  ___________________________________________________________________
 GK0147* NAD 83(1986)-  36 11 12.     (N)    100 54 39.     (W)     SCALED    
 GK0147* NAVD 88     -       913.799  (meters)    2998.02   (feet)  ADJUSTED  
 GK0147  ___________________________________________________________________
 GK0147  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GK0147  DYNAMIC HT  -         912.823 (meters)    2994.82  (feet)  COMP
 GK0147  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 GK0147
 GK0147  VERT ORDER  -  SECOND    CLASS 0
 GK0147
 GK0147.The horizontal coordinates were scaled from a topographic map and have
 GK0147.an estimated accuracy of +/- 6 seconds.
 GK0147
 GK0147.The orthometric height was determined by differential leveling
 GK0147.and adjusted by the National Geodetic Survey in June 1991..
 GK0147
 GK0147.The geoid height was determined by GEOID03.
 GK0147
 GK0147.The dynamic height is computed by dividing the NAVD 88
 GK0147.geopotential number by the normal gravity value computed on the
 GK0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0147.degrees latitude (g = 980.6199 gals.).
 GK0147
 GK0147.The modeled gravity was interpolated from observed gravity values.
 GK0147
 GK0147;                    North         East    Units  Estimated Accuracy
 GK0147;SPC TX N     - 1,242,750.      253,000.      MT  (+/- 180 meters Scaled)
 GK0147
 GK0147                          SUPERSEDED SURVEY CONTROL
 GK0147
 GK0147  NGVD 29 (??/??/92)  913.406  (m)         2996.73   (f) ADJ UNCH    2 0
 GK0147
 GK0147.Superseded values are not recommended for survey control.
 GK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0147.See file dsdata.txt to determine how the superseded data were derived.
 GK0147
 GK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF281063(NAD 83)
 GK0147_MARKER: DB = BENCH MARK DISK
 GK0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0147_STAMPING: M 515 1935
 GK0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0147+STABILITY: SURFACE MOTION
 GK0147
 GK0147  HISTORY     - Date     Condition        Report By
 GK0147  HISTORY     - 1935     MONUMENTED       CGS
 GK0147  HISTORY     - 1973     GOOD             USGS
 GK0147
 GK0147                          STATION DESCRIPTION
 GK0147
 GK0147'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0147'8.3 MI NW FROM BULER.
 GK0147'JCT. STATE HWY 70 AND FARM RD. 759, 5 MI. WEST OF ALONG FARM RD. 759,
 GK0147'66 FT. WEST AND 45 FT. SOUTH OF A COUNTY ROAD LEADING SOUTH, AT A
 GK0147'FENCE CORNER, LEANING BADLY AND LOOSE IN GROUND, PROJECTING 1 FT., A
 GK0147'STANDARD DISK STAMPED M 515 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1486 ***********************************************************************
 FL1486  DESIGNATION -  M 516
 FL1486  PID         -  FL1486
 FL1486  STATE/COUNTY-  TX/MOORE
 FL1486  USGS QUAD   -  DUMAS NORTH (1965)
 FL1486
 FL1486                         *CURRENT SURVEY CONTROL
 FL1486  ___________________________________________________________________
 FL1486* NAD 83(1986)-  35 53 39.     (N)    101 58 51.     (W)     SCALED    
 FL1486* NAVD 88     -      1115.377  (meters)    3659.37   (feet)  ADJUSTED  
 FL1486  ___________________________________________________________________
 FL1486  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FL1486  DYNAMIC HT  -        1114.087 (meters)    3655.13  (feet)  COMP
 FL1486  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 FL1486
 FL1486  VERT ORDER  -  SECOND    CLASS 0
 FL1486
 FL1486.The horizontal coordinates were scaled from a topographic map and have
 FL1486.an estimated accuracy of +/- 6 seconds.
 FL1486
 FL1486.The orthometric height was determined by differential leveling
 FL1486.and adjusted by the National Geodetic Survey in June 1991..
 FL1486
 FL1486.The geoid height was determined by GEOID03.
 FL1486
 FL1486.The dynamic height is computed by dividing the NAVD 88
 FL1486.geopotential number by the normal gravity value computed on the
 FL1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1486.degrees latitude (g = 980.6199 gals.).
 FL1486
 FL1486.The modeled gravity was interpolated from observed gravity values.
 FL1486
 FL1486;                    North         East    Units  Estimated Accuracy
 FL1486;SPC TX N     - 1,210,240.      156,590.      MT  (+/- 180 meters Scaled)
 FL1486
 FL1486                          SUPERSEDED SURVEY CONTROL
 FL1486
 FL1486  NGVD 29 (??/??/92) 1114.831  (m)         3657.57   (f) ADJ UNCH    2 0
 FL1486
 FL1486.Superseded values are not recommended for survey control.
 FL1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1486.See file dsdata.txt to determine how the superseded data were derived.
 FL1486
 FL1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE309763(NAD 83)
 FL1486_MARKER: DB = BENCH MARK DISK
 FL1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1486_STAMPING: M 516 1935
 FL1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1486+STABILITY: SURFACE MOTION
 FL1486
 FL1486  HISTORY     - Date     Condition        Report By
 FL1486  HISTORY     - 1935     MONUMENTED       CGS
 FL1486  HISTORY     - 1943     GOOD             NGS
 FL1486  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL1486
 FL1486                          STATION DESCRIPTION
 FL1486
 FL1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1486'2.7 MI NW FROM DUMAS.
 FL1486'2.5 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE COURTHOUSE AT DUMAS,
 FL1486'THENCE 0.2 MILE WEST ALONG A PRIVATE GRADED DIRT ROAD, AT A CROSSING
 FL1486'OF THE PANHANDLE AND SANTA FE RAILROAD, 71.3 FEET WEST OF THE WEST
 FL1486'RAIL, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF A
 FL1486'FENCE CORNER, 19 FEET NORTH OF A POWER POLE, 2 FEET EAST OF A WITNESS
 FL1486'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 FL1486'THE GROUND.
 FL1486
 FL1486                          STATION RECOVERY (1962)
 FL1486
 FL1486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0489 ***********************************************************************
 GK0489  DESIGNATION -  M 517
 GK0489  PID         -  GK0489
 GK0489  STATE/COUNTY-  TX/SHERMAN
 GK0489  USGS QUAD   -  STEVENS SE (1974)
 GK0489
 GK0489                         *CURRENT SURVEY CONTROL
 GK0489  ___________________________________________________________________
 GK0489* NAD 83(1986)-  36 16 14.     (N)    101 49 25.     (W)     SCALED    
 GK0489* NAVD 88     -      1066.022  (meters)    3497.44   (feet)  ADJUSTED  
 GK0489  ___________________________________________________________________
 GK0489  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 GK0489  DYNAMIC HT  -        1064.846 (meters)    3493.58  (feet)  COMP
 GK0489  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 GK0489
 GK0489  VERT ORDER  -  SECOND    CLASS 0
 GK0489
 GK0489.The horizontal coordinates were scaled from a topographic map and have
 GK0489.an estimated accuracy of +/- 6 seconds.
 GK0489
 GK0489.The orthometric height was determined by differential leveling
 GK0489.and adjusted by the National Geodetic Survey in June 1991..
 GK0489
 GK0489.The geoid height was determined by GEOID03.
 GK0489
 GK0489.The dynamic height is computed by dividing the NAVD 88
 GK0489.geopotential number by the normal gravity value computed on the
 GK0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0489.degrees latitude (g = 980.6199 gals.).
 GK0489
 GK0489.The modeled gravity was interpolated from observed gravity values.
 GK0489
 GK0489;                    North         East    Units  Estimated Accuracy
 GK0489;SPC TX N     - 1,251,950.      170,920.      MT  (+/- 180 meters Scaled)
 GK0489
 GK0489                          SUPERSEDED SURVEY CONTROL
 GK0489
 GK0489  NGVD 29 (??/??/92) 1065.551  (m)         3495.90   (f) ADJ UNCH    2 0
 GK0489
 GK0489.Superseded values are not recommended for survey control.
 GK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0489.See file dsdata.txt to determine how the superseded data were derived.
 GK0489
 GK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF463176(NAD 83)
 GK0489_MARKER: DB = BENCH MARK DISK
 GK0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0489_STAMPING: M 517 1935
 GK0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0489+STABILITY: SURFACE MOTION
 GK0489
 GK0489  HISTORY     - Date     Condition        Report By
 GK0489  HISTORY     - 1935     MONUMENTED       CGS
 GK0489  HISTORY     - 1952     GOOD             NGS
 GK0489
 GK0489                          STATION DESCRIPTION
 GK0489
 GK0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0489'18.2 MI SE FROM STRATFORD.
 GK0489'14.1 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0489'PACIFIC RAILROAD STATION AT STRATFORD, THENCE 4.1 MILES SOUTH ALONG A
 GK0489'GRADED DIRT ROAD, 400 FEET SOUTHWEST OF A FARMHOUSE, 266 FEET SOUTH OF
 GK0489'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST, 140 FEET EAST OF
 GK0489'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 8 FEET NORTH OF THE CENTER
 GK0489'LINE OF A PRIVATE ROAD LEADING EAST, 13 FEET NORTHEAST OF THE CENTER
 GK0489'OF AN IRON GATE, 12 FEET EAST OF A FENCE CORNER, 1.4 FEET NORTH OF AN
 GK0489'EAST AND WEST FENCE, 1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP
 GK0489'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0349 ***********************************************************************
 GK0349  DESIGNATION -  M 518
 GK0349  PID         -  GK0349
 GK0349  STATE/COUNTY-  TX/HUTCHINSON
 GK0349  USGS QUAD   -  HOLT (1974)
 GK0349
 GK0349                         *CURRENT SURVEY CONTROL
 GK0349  ___________________________________________________________________
 GK0349* NAD 83(1986)-  36 02 17.     (N)    101 13 49.     (W)     SCALED    
 GK0349* NAVD 88     -       971.203  (meters)    3186.36   (feet)  ADJUSTED  
 GK0349  ___________________________________________________________________
 GK0349  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 GK0349  DYNAMIC HT  -         970.133 (meters)    3182.84  (feet)  COMP
 GK0349  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 GK0349
 GK0349  VERT ORDER  -  SECOND    CLASS 0
 GK0349
 GK0349.The horizontal coordinates were scaled from a topographic map and have
 GK0349.an estimated accuracy of +/- 6 seconds.
 GK0349
 GK0349.The orthometric height was determined by differential leveling
 GK0349.and adjusted by the National Geodetic Survey in June 1991..
 GK0349
 GK0349.The geoid height was determined by GEOID03.
 GK0349
 GK0349.The dynamic height is computed by dividing the NAVD 88
 GK0349.geopotential number by the normal gravity value computed on the
 GK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0349.degrees latitude (g = 980.6199 gals.).
 GK0349
 GK0349.The modeled gravity was interpolated from observed gravity values.
 GK0349
 GK0349;                    North         East    Units  Estimated Accuracy
 GK0349;SPC TX N     - 1,226,130.      224,310.      MT  (+/- 180 meters Scaled)
 GK0349
 GK0349                          SUPERSEDED SURVEY CONTROL
 GK0349
 GK0349  NGVD 29 (??/??/92)  970.752  (m)         3184.88   (f) ADJ UNCH    2 0
 GK0349
 GK0349.Superseded values are not recommended for survey control.
 GK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0349.See file dsdata.txt to determine how the superseded data were derived.
 GK0349
 GK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE990904(NAD 83)
 GK0349_MARKER: DB = BENCH MARK DISK
 GK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0349_STAMPING: M 518 1935
 GK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0349+STABILITY: SURFACE MOTION
 GK0349
 GK0349  HISTORY     - Date     Condition        Report By
 GK0349  HISTORY     - 1935     MONUMENTED       CGS
 GK0349
 GK0349                          STATION DESCRIPTION
 GK0349
 GK0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0349'13.9 MI S FROM SPEARMAN.
 GK0349'IN HUTCHINSON COUNTY, 13.9 MILES SOUTH OF SPEARMAN, HANSFORD COUNTY.
 GK0349'THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING 5
 GK0349'BLOCKS WEST ALONG STATE HIGHWAY 282, THENCE 11.6 MILES SOUTH AND 1.9
 GK0349'MILES WEST ALONG GRADED ROADS.  63 FEET SOUTHWEST OF A ROAD
 GK0349'INTERSECTION, 37.2 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 GK0349'ROAD.  AND 5.3 FEET WEST OF A CORNER FENCEPOST.  A STANDARD DISK,
 GK0349'STAMPED M 518 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0397 ***********************************************************************
 GK0397  DESIGNATION -  M 519
 GK0397  PID         -  GK0397
 GK0397  STATE/COUNTY-  TX/HANSFORD
 GK0397  USGS QUAD   -  HOLT (1974)
 GK0397
 GK0397                         *CURRENT SURVEY CONTROL
 GK0397  ___________________________________________________________________
 GK0397* NAD 83(1986)-  36 07 29.     (N)    101 14 53.     (W)     SCALED    
 GK0397* NAVD 88     -       959.741  (meters)    3148.75   (feet)  ADJUSTED  
 GK0397  ___________________________________________________________________
 GK0397  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GK0397  DYNAMIC HT  -         958.694 (meters)    3145.32  (feet)  COMP
 GK0397  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 GK0397
 GK0397  VERT ORDER  -  SECOND    CLASS 0
 GK0397
 GK0397.The horizontal coordinates were scaled from a topographic map and have
 GK0397.an estimated accuracy of +/- 6 seconds.
 GK0397
 GK0397.The orthometric height was determined by differential leveling
 GK0397.and adjusted by the National Geodetic Survey in June 1991..
 GK0397
 GK0397.The geoid height was determined by GEOID03.
 GK0397
 GK0397.The dynamic height is computed by dividing the NAVD 88
 GK0397.geopotential number by the normal gravity value computed on the
 GK0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0397.degrees latitude (g = 980.6199 gals.).
 GK0397
 GK0397.The modeled gravity was interpolated from observed gravity values.
 GK0397
 GK0397;                    North         East    Units  Estimated Accuracy
 GK0397;SPC TX N     - 1,235,750.      222,680.      MT  (+/- 180 meters Scaled)
 GK0397
 GK0397                          SUPERSEDED SURVEY CONTROL
 GK0397
 GK0397  NGVD 29 (??/??/92)  959.297  (m)         3147.29   (f) ADJ UNCH    2 0
 GK0397
 GK0397.Superseded values are not recommended for survey control.
 GK0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0397.See file dsdata.txt to determine how the superseded data were derived.
 GK0397
 GK0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF976001(NAD 83)
 GK0397_MARKER: DB = BENCH MARK DISK
 GK0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0397_STAMPING: M 519 1935
 GK0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0397+STABILITY: SURFACE MOTION
 GK0397
 GK0397  HISTORY     - Date     Condition        Report By
 GK0397  HISTORY     - 1935     MONUMENTED       CGS
 GK0397  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0397
 GK0397                          STATION DESCRIPTION
 GK0397
 GK0397'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GK0397'5.3 MI SW FROM SPEARMAN.
 GK0397'5.3 MILES SOUTHWEST ALONG STATE HIGHWAY 117 FROM THE COUNTY COURTHOUSE
 GK0397'AT SPEARMAN, AT A ROAD JUNCTION, 56.4 FEET SOUTH OF THE CENTERLINE OF
 GK0397'THE HIGHWAY, AND 7.5 FEET SOUTHEAST OF A FENCE CORNER. A STANDARD
 GK0397'DISK, STAMPED M 519 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0900 ***********************************************************************
 AB0900  DESIGNATION -  M 52
 AB0900  PID         -  AB0900
 AB0900  STATE/COUNTY-  TX/CAMERON
 AB0900  USGS QUAD   -  SANTA MARIA (1970)
 AB0900
 AB0900                         *CURRENT SURVEY CONTROL
 AB0900  ___________________________________________________________________
 AB0900* NAD 83(1986)-  26 03 10.     (N)    097 45 47.     (W)     SCALED    
 AB0900* NAVD 88     -        18.725  (meters)      61.43   (feet)  ADJUSTED  
 AB0900  ___________________________________________________________________
 AB0900  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0900  DYNAMIC HT  -          18.694 (meters)      61.33  (feet)  COMP
 AB0900  MODELED GRAV-     979,017.1   (mgal)                       NAVD 88
 AB0900
 AB0900  VERT ORDER  -  SECOND    CLASS 0
 AB0900
 AB0900.The horizontal coordinates were scaled from a topographic map and have
 AB0900.an estimated accuracy of +/- 6 seconds.
 AB0900
 AB0900.The orthometric height was determined by differential leveling
 AB0900.and adjusted by the National Geodetic Survey in June 1991..
 AB0900
 AB0900.The geoid height was determined by GEOID03.
 AB0900
 AB0900.The dynamic height is computed by dividing the NAVD 88
 AB0900.geopotential number by the normal gravity value computed on the
 AB0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0900.degrees latitude (g = 980.6199 gals.).
 AB0900
 AB0900.The modeled gravity was interpolated from observed gravity values.
 AB0900
 AB0900;                    North         East    Units  Estimated Accuracy
 AB0900;SPC TX S     - 5,043,000.      373,750.      MT  (+/- 180 meters Scaled)
 AB0900
 AB0900                          SUPERSEDED SURVEY CONTROL
 AB0900
 AB0900  NGVD 29 (??/??/92)   18.830  (m)           61.78   (f) ADJ UNCH    2 0
 AB0900
 AB0900.Superseded values are not recommended for survey control.
 AB0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0900.See file dsdata.txt to determine how the superseded data were derived.
 AB0900
 AB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP237821(NAD 83)
 AB0900_MARKER: DD = SURVEY DISK
 AB0900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0900_SP_SET: CULVERT
 AB0900_STAMPING: M 52 60.01
 AB0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0900
 AB0900  HISTORY     - Date     Condition        Report By
 AB0900  HISTORY     - UNK      MONUMENTED
 AB0900  HISTORY     - 1942     GOOD             NGS
 AB0900  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0900
 AB0900                          STATION DESCRIPTION
 AB0900
 AB0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0900'4.1 MI W FROM LANDRUM.
 AB0900'4.1 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0900'LANDRUM, CAMERON COUNTY, 0.1 MILE WEST OF THE INTERSECTION OF THE
 AB0900'RANGERVILLE-HARLINGEN ROAD, 69 FEET WEST OF REA CO-OP POLE NO. 15V135,
 AB0900'51.4 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A VERTICAL
 AB0900'CONCRETE-BOX CULVERT ON THE SOUTH SIDE OF THE HIGHWAY, IN THE CENTER
 AB0900'OF THE TOP OF THE NORTH SIDE OF THE CULVERT, AND ABOUT 4 FEET HIGHER
 AB0900'THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED M 52 60.01.
 AB0900
 AB0900                          STATION RECOVERY (1987)
 AB0900
 AB0900'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1202 ***********************************************************************
 AY1202  DESIGNATION -  M 520
 AY1202  PID         -  AY1202
 AY1202  STATE/COUNTY-  TX/MEDINA
 AY1202  USGS QUAD   -  TWIN HOLLOW (1969)
 AY1202
 AY1202                         *CURRENT SURVEY CONTROL
 AY1202  ___________________________________________________________________
 AY1202* NAD 83(1986)-  29 30 33.     (N)    099 12 55.     (W)     SCALED    
 AY1202* NAVD 88     -       335.032  (meters)    1099.18   (feet)  POSTED    
 AY1202  ___________________________________________________________________
 AY1202  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AY1202  DYNAMIC HT  -         334.540 (meters)    1097.57  (feet)  COMP
 AY1202  MODELED GRAV-     979,163.0   (mgal)                       NAVD 88
 AY1202
 AY1202  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1202
 AY1202.The horizontal coordinates were scaled from a topographic map and have
 AY1202.an estimated accuracy of +/- 6 seconds.
 AY1202
 AY1202.The orthometric height was determined by differential leveling
 AY1202.and adjusted by the National Geodetic Survey in 1992..
 AY1202.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1202.rate of 0.0 thru 1.0 mm/km.
 AY1202
 AY1202.The geoid height was determined by GEOID03.
 AY1202
 AY1202.The dynamic height is computed by dividing the NAVD 88
 AY1202.geopotential number by the normal gravity value computed on the
 AY1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1202.degrees latitude (g = 980.6199 gals.).
 AY1202
 AY1202.The modeled gravity was interpolated from observed gravity values.
 AY1202
 AY1202;                    North         East    Units  Estimated Accuracy
 AY1202;SPC TXSC     - 4,185,750.      579,130.      MT  (+/- 180 meters Scaled)
 AY1202
 AY1202                          SUPERSEDED SURVEY CONTROL
 AY1202
 AY1202  NGVD 29 (??/??/92)  334.892  (m)         1098.72   (f) ADJ UNCH    2 0
 AY1202
 AY1202.Superseded values are not recommended for survey control.
 AY1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1202.See file dsdata.txt to determine how the superseded data were derived.
 AY1202
 AY1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT791644(NAD 83)
 AY1202_MARKER: DB = BENCH MARK DISK
 AY1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1202_STAMPING: M 520 1953
 AY1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1202+STABILITY: SURFACE MOTION
 AY1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1202+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AY1202
 AY1202  HISTORY     - Date     Condition        Report By
 AY1202  HISTORY     - 1953     MONUMENTED       CGS
 AY1202  HISTORY     - 1968     GOOD             USGS
 AY1202  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1202  HISTORY     - 19950518 GOOD             USPSQD
 AY1202  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1202  HISTORY     - 20040124 GOOD             USPSQD
 AY1202  HISTORY     - 20050809 GOOD             USPSQD
 AY1202
 AY1202                          STATION DESCRIPTION
 AY1202
 AY1202'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AY1202'11.9 MI SE FROM TARPLEY.
 AY1202'11.9 MILES SOUTHEAST ALONG FARM ROAD 462 FROM THE POST OFFICE AT
 AY1202'TARPLEY, 40 FEET NORTHEAST OF THE CENTER LINE OF FARM ROAD 462, 39
 AY1202'FEET NORTHWEST OF THE CENTER LINE OF DRIVE NORTHEAST AND GATE, AND 2
 AY1202'FEET SOUTHWEST OF THE R. O. W. FENCE LINE.  A STANDARD DISK SET IN A
 AY1202'CONCRETE POST WHICH PROJECTS ABOUT 0.3 FOOT ABOVE GROUND.
 AY1202
 AY1202                          STATION RECOVERY (1995)
 AY1202
 AY1202'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1202'MARK NOT FOUND.
 AY1202
 AY1202                          STATION RECOVERY (1995)
 AY1202
 AY1202'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1202'RECOVERED IN GOOD CONDITION.
 AY1202
 AY1202                          STATION RECOVERY (2001)
 AY1202
 AY1202'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1202'MARK NOT FOUND.
 AY1202
 AY1202                          STATION RECOVERY (2004)
 AY1202
 AY1202'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1202'RECOVERED IN GOOD CONDITION.
 AY1202
 AY1202                          STATION RECOVERY (2005)
 AY1202
 AY1202'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0107 ***********************************************************************
 GL0107  DESIGNATION -  M 522
 GL0107  PID         -  GL0107
 GL0107  STATE/COUNTY-  TX/DALLAM
 GL0107  USGS QUAD   -  WILCO NE (1965)
 GL0107
 GL0107                         *CURRENT SURVEY CONTROL
 GL0107  ___________________________________________________________________
 GL0107* NAD 83(1986)-  36 09 12.     (N)    102 17 38.     (W)     SCALED    
 GL0107* NAVD 88     -      1188.669  (meters)    3899.82   (feet)  ADJUSTED  
 GL0107  ___________________________________________________________________
 GL0107  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 GL0107  DYNAMIC HT  -        1187.315 (meters)    3895.38  (feet)  COMP
 GL0107  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 GL0107
 GL0107  VERT ORDER  -  SECOND    CLASS 0
 GL0107
 GL0107.The horizontal coordinates were scaled from a topographic map and have
 GL0107.an estimated accuracy of +/- 6 seconds.
 GL0107
 GL0107.The orthometric height was determined by differential leveling
 GL0107.and adjusted by the National Geodetic Survey in June 1991..
 GL0107
 GL0107.The geoid height was determined by GEOID03.
 GL0107
 GL0107.The dynamic height is computed by dividing the NAVD 88
 GL0107.geopotential number by the normal gravity value computed on the
 GL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0107.degrees latitude (g = 980.6199 gals.).
 GL0107
 GL0107.The modeled gravity was interpolated from observed gravity values.
 GL0107
 GL0107;                    North         East    Units  Estimated Accuracy
 GL0107;SPC TX N     - 1,239,180.      128,560.      MT  (+/- 180 meters Scaled)
 GL0107
 GL0107                          SUPERSEDED SURVEY CONTROL
 GL0107
 GL0107.No superseded survey control is available for this station.
 GL0107
 GL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA434043(NAD 83)
 GL0107_MARKER: DB = BENCH MARK DISK
 GL0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0107_STAMPING: M-522 1935
 GL0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0107+STABILITY: SURFACE MOTION
 GL0107
 GL0107  HISTORY     - Date     Condition        Report By
 GL0107  HISTORY     - 1935     MONUMENTED       CGS
 GL0107
 GL0107                          STATION DESCRIPTION
 GL0107
 GL0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0107'9.1 MI SW FROM CONLEN.
 GL0107'TO REACH BENCHMARK FROM POST OFFICE GO 4.7 MILES SOUTH ALONG GRADED
 GL0107'ROAD, THENCE 3.14 MILES WEST ALONG GRADED ROAD.  BENCHMARK IS LOCATED
 GL0107'ABOUT 0.5 MILE EAST OF ABANDONED FARM BUILDINGS.  29.4 FEET SOUTH OF
 GL0107'CENTER-LINE OF ROAD.  12.0 FEET WEST OF FENCE.  3.2 FEET NORTH OF
 GL0107'RIGHT-OF-WAY-FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0108 ***********************************************************************
 GL0108  DESIGNATION -  M 522 RESET 1972
 GL0108  PID         -  GL0108
 GL0108  STATE/COUNTY-  TX/DALLAM
 GL0108  USGS QUAD   -  WILCO NE (1965)
 GL0108
 GL0108                         *CURRENT SURVEY CONTROL
 GL0108  ___________________________________________________________________
 GL0108* NAD 83(1986)-  36 09 11.     (N)    102 17 39.     (W)     SCALED    
 GL0108* NAVD 88     -      1188.67   (meters)    3899.8    (feet)  RESET     
 GL0108  ___________________________________________________________________
 GL0108  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 GL0108
 GL0108  VERT ORDER  -  THIRD
 GL0108
 GL0108.The horizontal coordinates were scaled from a topographic map and have
 GL0108.an estimated accuracy of +/- 6 seconds.
 GL0108
 GL0108.The orthometric height was computed from unverified reset data.
 GL0108
 GL0108.The geoid height was determined by GEOID03.
 GL0108
 GL0108;                    North         East    Units  Estimated Accuracy
 GL0108;SPC TX N     - 1,239,150.      128,540.      MT  (+/- 180 meters Scaled)
 GL0108
 GL0108                          SUPERSEDED SURVEY CONTROL
 GL0108
 GL0108.No superseded survey control is available for this station.
 GL0108
 GL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA434043(NAD 83)
 GL0108_MARKER: DB = BENCH MARK DISK
 GL0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0108_STAMPING: M 522 RESET 1972
 GL0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0108+STABILITY: SURFACE MOTION
 GL0108
 GL0108  HISTORY     - Date     Condition        Report By
 GL0108  HISTORY     - 1972     MONUMENTED       NGS
 GL0108
 GL0108                          STATION DESCRIPTION
 GL0108
 GL0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GL0108'8.2 MI SW FROM CONLEN.
 GL0108'FROM THE INTERSECTION OF U.S. HWY. 54 AND FARM ROAD 807 IN CONLEN, GO
 GL0108'SOUTH ON FARM ROAD 807 FOR 5.2 MILES TO CROSSROADS.  TURN  RIGHT AND
 GL0108'GO WEST ON NEW FARM AND MARKET ROAD FOR 3.0 MILES TO CROSSROADS AND
 GL0108'MARK ON THE RIGHT, IN THE NORTHWEST ANGLE FORMED BY CROSSROADS.  A
 GL0108'STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 GL0108'THAT PROJECTS 6-INCHES AND IS STAMPED M 522 RESET 1972.  IT IS 51 FEET
 GL0108'NORTH OF THE CENTER OF ROAD, 46 FEET WEST OF THE CENTER OF TRACK ROAD,
 GL0108'35 FEET WEST OF THE WEST END OF GATE, 2 FEET WEST OF A METAL WITNESS
 GL0108'POST AND 1-FOOT SOUTH OF FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0817 ***********************************************************************
 AY0817  DESIGNATION -  M 524
 AY0817  PID         -  AY0817
 AY0817  STATE/COUNTY-  TX/BEXAR
 AY0817  USGS QUAD   -  TERRELL WELLS (1992)
 AY0817
 AY0817                         *CURRENT SURVEY CONTROL
 AY0817  ___________________________________________________________________
 AY0817* NAD 83(1986)-  29 18 55.     (N)    098 37 14.     (W)     SCALED    
 AY0817* NAVD 88     -       195.322  (meters)     640.82   (feet)  ADJUSTED  
 AY0817  ___________________________________________________________________
 AY0817  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AY0817  DYNAMIC HT  -         195.040 (meters)     639.89  (feet)  COMP
 AY0817  MODELED GRAV-     979,196.2   (mgal)                       NAVD 88
 AY0817
 AY0817  VERT ORDER  -  FIRST     CLASS II
 AY0817
 AY0817.The horizontal coordinates were scaled from a topographic map and have
 AY0817.an estimated accuracy of +/- 6 seconds.
 AY0817
 AY0817.The orthometric height was determined by differential leveling
 AY0817.and adjusted by the National Geodetic Survey in June 1991..
 AY0817
 AY0817.The geoid height was determined by GEOID03.
 AY0817
 AY0817.The dynamic height is computed by dividing the NAVD 88
 AY0817.geopotential number by the normal gravity value computed on the
 AY0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0817.degrees latitude (g = 980.6199 gals.).
 AY0817
 AY0817.The modeled gravity was interpolated from observed gravity values.
 AY0817
 AY0817;                    North         East    Units  Estimated Accuracy
 AY0817;SPC TXSC     - 4,164,300.      636,860.      MT  (+/- 180 meters Scaled)
 AY0817
 AY0817                          SUPERSEDED SURVEY CONTROL
 AY0817
 AY0817  NGVD 29 (??/??/92)  195.221  (m)          640.49   (f) ADJ UNCH    1 2
 AY0817
 AY0817.Superseded values are not recommended for survey control.
 AY0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0817.See file dsdata.txt to determine how the superseded data were derived.
 AY0817
 AY0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT368429(NAD 83)
 AY0817_MARKER: DB = BENCH MARK DISK
 AY0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0817_STAMPING: M 524 1953
 AY0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0817+STABILITY: SURFACE MOTION
 AY0817
 AY0817  HISTORY     - Date     Condition        Report By
 AY0817  HISTORY     - 1953     MONUMENTED       CGS
 AY0817  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0817  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0817
 AY0817                          STATION DESCRIPTION
 AY0817
 AY0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0817'4.45 MI SW FROM SAN ANTONIO.
 AY0817'4.45 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0817'RAILROAD FROM THE OVERPASS ON LOOP 13 (MILITARY DRIVE) AT SAN ANTONIO,
 AY0817'84 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 AY0817'NORTHWEST, 44 FEET NORTHWEST OF THE NORTHWEST RAIL, 11 FEET SOUTHWEST
 AY0817'OF A TELEGRAPH POLE, 4.6 FEET SOUTHEAST OF A FENCE, 2.6 FEET SOUTHWEST
 AY0817'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY0817'0.4 FOOT ABOVE THE GROUND.
 AY0817
 AY0817                          STATION RECOVERY (1986)
 AY0817
 AY0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0817'MARK NOT FOUND.
 AY0817
 AY0817                          STATION RECOVERY (1999)
 AY0817
 AY0817'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0635 ***********************************************************************
 AY0635  DESIGNATION -  M 525
 AY0635  PID         -  AY0635
 AY0635  STATE/COUNTY-  TX/BEXAR
 AY0635  USGS QUAD   -  CULEBRA HILL (1993)
 AY0635
 AY0635                         *CURRENT SURVEY CONTROL
 AY0635  ___________________________________________________________________
 AY0635* NAD 83(1986)-  29 27 51.     (N)    098 41 33.     (W)     SCALED    
 AY0635* NAVD 88     -       274.363  (meters)     900.14   (feet)  POSTED    
 AY0635  ___________________________________________________________________
 AY0635  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AY0635  DYNAMIC HT  -         273.960 (meters)     898.82  (feet)  COMP
 AY0635  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AY0635
 AY0635  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0635
 AY0635.The horizontal coordinates were scaled from a topographic map and have
 AY0635.an estimated accuracy of +/- 6 seconds.
 AY0635
 AY0635.The orthometric height was determined by differential leveling
 AY0635.and adjusted by the National Geodetic Survey in 1992..
 AY0635.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0635.rate of 0.0 thru 1.0 mm/km.
 AY0635
 AY0635.The geoid height was determined by GEOID03.
 AY0635
 AY0635.The dynamic height is computed by dividing the NAVD 88
 AY0635.geopotential number by the normal gravity value computed on the
 AY0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0635.degrees latitude (g = 980.6199 gals.).
 AY0635
 AY0635.The modeled gravity was interpolated from observed gravity values.
 AY0635
 AY0635;                    North         East    Units  Estimated Accuracy
 AY0635;SPC TXSC     - 4,180,780.      629,820.      MT  (+/- 180 meters Scaled)
 AY0635
 AY0635                          SUPERSEDED SURVEY CONTROL
 AY0635
 AY0635  NGVD 29 (??/??/92)  274.249  (m)          899.77   (f) ADJ UNCH    1 2
 AY0635
 AY0635.Superseded values are not recommended for survey control.
 AY0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0635.See file dsdata.txt to determine how the superseded data were derived.
 AY0635
 AY0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT298594(NAD 83)
 AY0635_MARKER: DB = BENCH MARK DISK
 AY0635_SETTING: 66 = SET IN ROCK OUTCROP
 AY0635_SP_SET: ROCKFLAT
 AY0635_STAMPING: M 525 1953
 AY0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0635+STABILITY: POSITION/ELEVATION WELL
 AY0635
 AY0635  HISTORY     - Date     Condition        Report By
 AY0635  HISTORY     - 1953     MONUMENTED       CGS
 AY0635  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0635
 AY0635                          STATION DESCRIPTION
 AY0635
 AY0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0635'5.0 MI NW FROM SAN ANTONIO.
 AY0635'3.0 MILES WEST ALONG POTRANCO ROAD FROM ITS JUNCTION WITH CULEBRA ROAD
 AY0635'AT SAN ANTONIO, THENCE 2.0 MILES NORTHWEST ALONG RODGERS ROAD, 21 FEET
 AY0635'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET NORTHEAST OF A
 AY0635'FENCE, 2.8 FEET EAST OF A WITNESS POST, FLUSH WITH THE GROUND, SET IN
 AY0635'THE TOP OF A LARGE FLAT LIMESTONE ROCK.  0.5 MILE NORTHEAST OF
 AY0635'TRIANGULATION STATION PEPPER 1953.
 AY0635
 AY0635                          STATION RECOVERY (1999)
 AY0635
 AY0635'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0164 ***********************************************************************
 GK0164  DESIGNATION -  M 526
 GK0164  PID         -  GK0164
 GK0164  STATE/COUNTY-  TX/OCHILTREE
 GK0164  USGS QUAD   -  SOURDOUGH CREEK SW (1973)
 GK0164
 GK0164                         *CURRENT SURVEY CONTROL
 GK0164  ___________________________________________________________________
 GK0164* NAD 83(1986)-  36 06 18.     (N)    100 56 44.     (W)     SCALED    
 GK0164* NAVD 88     -       931.797  (meters)    3057.07   (feet)  ADJUSTED  
 GK0164  ___________________________________________________________________
 GK0164  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GK0164  DYNAMIC HT  -         930.796 (meters)    3053.79  (feet)  COMP
 GK0164  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 GK0164
 GK0164  VERT ORDER  -  SECOND    CLASS 0
 GK0164
 GK0164.The horizontal coordinates were scaled from a topographic map and have
 GK0164.an estimated accuracy of +/- 6 seconds.
 GK0164
 GK0164.The orthometric height was determined by differential leveling
 GK0164.and adjusted by the National Geodetic Survey in June 1991..
 GK0164
 GK0164.The geoid height was determined by GEOID03.
 GK0164
 GK0164.The dynamic height is computed by dividing the NAVD 88
 GK0164.geopotential number by the normal gravity value computed on the
 GK0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0164.degrees latitude (g = 980.6199 gals.).
 GK0164
 GK0164.The modeled gravity was interpolated from observed gravity values.
 GK0164
 GK0164;                    North         East    Units  Estimated Accuracy
 GK0164;SPC TX N     - 1,233,670.      249,920.      MT  (+/- 180 meters Scaled)
 GK0164
 GK0164                          SUPERSEDED SURVEY CONTROL
 GK0164
 GK0164  NGVD 29 (??/??/92)  931.394  (m)         3055.75   (f) ADJ UNCH    2 0
 GK0164
 GK0164.Superseded values are not recommended for survey control.
 GK0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0164.See file dsdata.txt to determine how the superseded data were derived.
 GK0164
 GK0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE248973(NAD 83)
 GK0164_MARKER: DB = BENCH MARK DISK
 GK0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0164_STAMPING: M 526 1935
 GK0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0164+STABILITY: SURFACE MOTION
 GK0164
 GK0164  HISTORY     - Date     Condition        Report By
 GK0164  HISTORY     - 1935     MONUMENTED       CGS
 GK0164  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0164
 GK0164                          STATION DESCRIPTION
 GK0164
 GK0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0164'9.7 MI SW FROM BULER.
 GK0164'9.7 MILES SOUTHWEST OF BULER, OCHILTREE COUNTY.  THIS BENCH MARK MAY
 GK0164'BE REACHED FROM THE OLD STORE AND POST OFFICE BY GOING 2.5 MILES
 GK0164'SOUTH, 6.9 MILES WEST, AND 0.3 MILE NORTH ALONG GRADED ROADS.  0.3
 GK0164'MILE NORTH OF A ROAD LEADING EAST, 0.1 MILE SOUTH OF THE JUNCTION OF A
 GK0164'ROAD LEADING WEST, 24 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 0.6
 GK0164'FOOT WEST OF LTHE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 526
 GK0164'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0164
 GK0164                          STATION RECOVERY (1973)
 GK0164
 GK0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1290 ***********************************************************************
 FL1290  DESIGNATION -  M 528
 FL1290  PID         -  FL1290
 FL1290  STATE/COUNTY-  TX/POTTER
 FL1290  USGS QUAD   -  AMARILLO WEST (1973)
 FL1290
 FL1290                         *CURRENT SURVEY CONTROL
 FL1290  ___________________________________________________________________
 FL1290* NAD 83(1986)-  35 11 54.     (N)    101 56 16.     (W)     SCALED    
 FL1290* NAVD 88     -      1135.164  (meters)    3724.28   (feet)  ADJUSTED  
 FL1290  ___________________________________________________________________
 FL1290  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FL1290  DYNAMIC HT  -        1133.809 (meters)    3719.84  (feet)  COMP
 FL1290  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 FL1290
 FL1290  VERT ORDER  -  SECOND    CLASS 0
 FL1290
 FL1290.The horizontal coordinates were scaled from a topographic map and have
 FL1290.an estimated accuracy of +/- 6 seconds.
 FL1290
 FL1290.The orthometric height was determined by differential leveling
 FL1290.and adjusted by the National Geodetic Survey in June 1991..
 FL1290
 FL1290.The geoid height was determined by GEOID03.
 FL1290
 FL1290.The dynamic height is computed by dividing the NAVD 88
 FL1290.geopotential number by the normal gravity value computed on the
 FL1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1290.degrees latitude (g = 980.6199 gals.).
 FL1290
 FL1290.The modeled gravity was interpolated from observed gravity values.
 FL1290
 FL1290;                    North         East    Units  Estimated Accuracy
 FL1290;SPC TX N     - 1,133,030.      160,140.      MT  (+/- 180 meters Scaled)
 FL1290
 FL1290                          SUPERSEDED SURVEY CONTROL
 FL1290
 FL1290  NGVD 29 (??/??/92) 1134.654  (m)         3722.61   (f) ADJ UNCH    2 0
 FL1290
 FL1290.Superseded values are not recommended for survey control.
 FL1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1290.See file dsdata.txt to determine how the superseded data were derived.
 FL1290
 FL1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD325989(NAD 83)
 FL1290_MARKER: DB = BENCH MARK DISK
 FL1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1290_STAMPING: M 528 1935
 FL1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1290+STABILITY: SURFACE MOTION
 FL1290
 FL1290  HISTORY     - Date     Condition        Report By
 FL1290  HISTORY     - 1935     MONUMENTED       CGS
 FL1290  HISTORY     - 1960     MARK NOT FOUND   USGS
 FL1290
 FL1290                          STATION DESCRIPTION
 FL1290
 FL1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1290'7.5 MI NE FROM BUSHLAND.
 FL1290'TO REACH FROM BUSHLAND POST OFFICE GO 7 MILES EAST ALONG U.S. HIGHWAY
 FL1290'NO. 66, THENCE NORTHWEST ALONG GRADED ROAD 0.5 MILE.  0.4 MILE NORTH
 FL1290'OF WHITE RANCH HOUSE AT POINT WHERE FIRST EAST AND WEST FENCE JOINS
 FL1290'THE WEST RIGHT OF WAY FENCE FROM THE WEST.  24 FEET EAST OF CENTERLINE
 FL1290'OF ROAD, AND 1.3 FEET EAST OF EAST RIGHT OF WAY FENCE.
 FL1290
 FL1290                          STATION RECOVERY (1960)
 FL1290
 FL1290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FL1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0706 ***********************************************************************
 FL0706  DESIGNATION -  M 529
 FL0706  PID         -  FL0706
 FL0706  STATE/COUNTY-  TX/HUTCHINSON
 FL0706  USGS QUAD   -  PLEMONS (1978)
 FL0706
 FL0706                         *CURRENT SURVEY CONTROL
 FL0706  ___________________________________________________________________
 FL0706* NAD 83(1986)-  35 46 22.     (N)    101 20 04.     (W)     SCALED    
 FL0706* NAVD 88     -       844.890  (meters)    2771.94   (feet)  ADJUSTED  
 FL0706  ___________________________________________________________________
 FL0706  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FL0706  DYNAMIC HT  -         843.959 (meters)    2768.89  (feet)  COMP
 FL0706  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 FL0706
 FL0706  VERT ORDER  -  SECOND    CLASS 0
 FL0706
 FL0706.The horizontal coordinates were scaled from a topographic map and have
 FL0706.an estimated accuracy of +/- 6 seconds.
 FL0706
 FL0706.The orthometric height was determined by differential leveling
 FL0706.and adjusted by the National Geodetic Survey in June 1991..
 FL0706
 FL0706.The geoid height was determined by GEOID03.
 FL0706
 FL0706.The dynamic height is computed by dividing the NAVD 88
 FL0706.geopotential number by the normal gravity value computed on the
 FL0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0706.degrees latitude (g = 980.6199 gals.).
 FL0706
 FL0706.The modeled gravity was interpolated from observed gravity values.
 FL0706
 FL0706;                    North         East    Units  Estimated Accuracy
 FL0706;SPC TX N     - 1,196,680.      214,970.      MT  (+/- 180 meters Scaled)
 FL0706
 FL0706                          SUPERSEDED SURVEY CONTROL
 FL0706
 FL0706  NGVD 29 (??/??/92)  844.464  (m)         2770.55   (f) ADJ UNCH    2 0
 FL0706
 FL0706.Superseded values are not recommended for survey control.
 FL0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0706.See file dsdata.txt to determine how the superseded data were derived.
 FL0706
 FL0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE889612(NAD 83)
 FL0706_MARKER: DB = BENCH MARK DISK
 FL0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0706_STAMPING: M 529 1935
 FL0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0706+STABILITY: SURFACE MOTION
 FL0706
 FL0706  HISTORY     - Date     Condition        Report By
 FL0706  HISTORY     - 1935     MONUMENTED       CGS
 FL0706  HISTORY     - 1953     GOOD             USGS
 FL0706
 FL0706                          STATION DESCRIPTION
 FL0706
 FL0706'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0706'2.4 MI SW FROM PLEMONS.
 FL0706'2.4 MILES SOUTHWEST ALONG THE BORGER ROAD FROM THE POST OFFICE AT
 FL0706'PLEMONS, ABOUT 800 FEET WEST OF CANADIAN RIVER, AT THE TOP OF A HILL,
 FL0706'54.7 FEET SOUTH OF THE CENTER OF A ROAD INTERSECTION, AND 21.8 FEET
 FL0706'WEST OF A SMALL TREE.  A STANDARD DISK, STAMPED M 529 1935 AND SET IN
 FL0706'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0503 ***********************************************************************
 DO0503  DESIGNATION -  M 53
 DO0503  PID         -  DO0503
 DO0503  STATE/COUNTY-  TX/KNOX
 DO0503  USGS QUAD   -  KNOX CITY (1968)
 DO0503
 DO0503                         *CURRENT SURVEY CONTROL
 DO0503  ___________________________________________________________________
 DO0503* NAD 83(1986)-  33 25 01.     (N)    099 49 10.     (W)     SCALED    
 DO0503* NAVD 88     -       468.005  (meters)    1535.45   (feet)  ADJUSTED  
 DO0503  ___________________________________________________________________
 DO0503  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DO0503  DYNAMIC HT  -         467.447 (meters)    1533.62  (feet)  COMP
 DO0503  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 DO0503
 DO0503  VERT ORDER  -  FIRST     CLASS II
 DO0503
 DO0503.The horizontal coordinates were scaled from a topographic map and have
 DO0503.an estimated accuracy of +/- 6 seconds.
 DO0503
 DO0503.The orthometric height was determined by differential leveling
 DO0503.and adjusted by the National Geodetic Survey in June 1991..
 DO0503
 DO0503.The geoid height was determined by GEOID03.
 DO0503
 DO0503.The dynamic height is computed by dividing the NAVD 88
 DO0503.geopotential number by the normal gravity value computed on the
 DO0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0503.degrees latitude (g = 980.6199 gals.).
 DO0503
 DO0503.The modeled gravity was interpolated from observed gravity values.
 DO0503
 DO0503;                    North         East    Units  Estimated Accuracy
 DO0503;SPC TXNC     - 2,194,860.      477,290.      MT  (+/- 180 meters Scaled)
 DO0503
 DO0503                          SUPERSEDED SURVEY CONTROL
 DO0503
 DO0503  NGVD 29 (??/??/92)  467.850  (m)         1534.94   (f) ADJ UNCH    1 2
 DO0503
 DO0503.Superseded values are not recommended for survey control.
 DO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0503.See file dsdata.txt to determine how the superseded data were derived.
 DO0503
 DO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB238978(NAD 83)
 DO0503_MARKER: DD = SURVEY DISK
 DO0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0503_SP_SET: FOUNDATION
 DO0503_STAMPING: 1534.938 M 53 1925
 DO0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0503
 DO0503  HISTORY     - Date     Condition        Report By
 DO0503  HISTORY     - 1925     MONUMENTED       USGS
 DO0503  HISTORY     - 1958     GOOD             NGS
 DO0503
 DO0503                          STATION DESCRIPTION
 DO0503
 DO0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0503'IN KNOX CITY.
 DO0503'AT KNOX CITY, KNOX COUNTY, AT THE CITY WATER TOWER, AND IN THE TOP OF
 DO0503'THE SOUTHWEST CORNER OF THE SOUTHWEST FOUNDATION PEDESTAL.  A U.S.
 DO0503'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1534.938 M 53 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0520 ***********************************************************************
 FL0520  DESIGNATION -  M 530
 FL0520  PID         -  FL0520
 FL0520  STATE/COUNTY-  TX/ROBERTS
 FL0520  USGS QUAD   -  DRY CREEK NE (1971)
 FL0520
 FL0520                         *CURRENT SURVEY CONTROL
 FL0520  ___________________________________________________________________
 FL0520* NAD 83(1986)-  35 59 20.     (N)    100 47 27.     (W)     SCALED    
 FL0520* NAVD 88     -       757.777  (meters)    2486.14   (feet)  ADJUSTED  
 FL0520  ___________________________________________________________________
 FL0520  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FL0520  DYNAMIC HT  -         756.972 (meters)    2483.50  (feet)  COMP
 FL0520  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 FL0520
 FL0520  VERT ORDER  -  SECOND    CLASS 0
 FL0520
 FL0520.The horizontal coordinates were scaled from a topographic map and have
 FL0520.an estimated accuracy of +/- 6 seconds.
 FL0520
 FL0520.The orthometric height was determined by differential leveling
 FL0520.and adjusted by the National Geodetic Survey in June 1991..
 FL0520
 FL0520.The geoid height was determined by GEOID03.
 FL0520
 FL0520.The dynamic height is computed by dividing the NAVD 88
 FL0520.geopotential number by the normal gravity value computed on the
 FL0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0520.degrees latitude (g = 980.6199 gals.).
 FL0520
 FL0520.The modeled gravity was interpolated from observed gravity values.
 FL0520
 FL0520;                    North         East    Units  Estimated Accuracy
 FL0520;SPC TX N     - 1,220,880.      263,950.      MT  (+/- 180 meters Scaled)
 FL0520
 FL0520                          SUPERSEDED SURVEY CONTROL
 FL0520
 FL0520  NGVD 29 (??/??/92)  757.417  (m)         2484.96   (f) ADJ UNCH    2 0
 FL0520
 FL0520.Superseded values are not recommended for survey control.
 FL0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0520.See file dsdata.txt to determine how the superseded data were derived.
 FL0520
 FL0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE385841(NAD 83)
 FL0520_MARKER: DB = BENCH MARK DISK
 FL0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0520_STAMPING: M 530 1935
 FL0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0520+STABILITY: SURFACE MOTION
 FL0520
 FL0520  HISTORY     - Date     Condition        Report By
 FL0520  HISTORY     - 1935     MONUMENTED       CGS
 FL0520  HISTORY     - 1941     GOOD             NGS
 FL0520  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0520
 FL0520                          STATION DESCRIPTION
 FL0520
 FL0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FL0520'28.3 MI NW FROM CANADIAN.
 FL0520'IN ROBERTS COUNTY, 9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE
 FL0520'POST OFFICE AT CANADIAN, HEMPHILL COUNTY, THENCE 19.3 MILES WEST ALONG
 FL0520'A ROAD.  32.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 25.4 FEET SOUTH OF
 FL0520'THE CENTERLINE OF THE ROAD, 20.8 FEET SOUTH OF THE SOUTH END OF A
 FL0520'CATTLE GATE, AND 2 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD
 FL0520'DISK, STAMPED M 530 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0520
 FL0520                          STATION RECOVERY (1971)
 FL0520
 FL0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0466 ***********************************************************************
 FM0466  DESIGNATION -  M 531
 FM0466  PID         -  FM0466
 FM0466  STATE/COUNTY-  TX/OLDHAM
 FM0466  USGS QUAD   -  MANY POST CAMP (1971)
 FM0466
 FM0466                         *CURRENT SURVEY CONTROL
 FM0466  ___________________________________________________________________
 FM0466* NAD 83(1986)-  35 32 58.     (N)    102 37 18.     (W)     SCALED    
 FM0466* NAVD 88     -      1052.906  (meters)    3454.41   (feet)  ADJUSTED  
 FM0466  ___________________________________________________________________
 FM0466  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 FM0466  DYNAMIC HT  -        1051.673 (meters)    3450.36  (feet)  COMP
 FM0466  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 FM0466
 FM0466  VERT ORDER  -  SECOND    CLASS 0
 FM0466
 FM0466.The horizontal coordinates were scaled from a topographic map and have
 FM0466.an estimated accuracy of +/- 6 seconds.
 FM0466
 FM0466.The orthometric height was determined by differential leveling
 FM0466.and adjusted by the National Geodetic Survey in June 1991..
 FM0466
 FM0466.The geoid height was determined by GEOID03.
 FM0466
 FM0466.The dynamic height is computed by dividing the NAVD 88
 FM0466.geopotential number by the normal gravity value computed on the
 FM0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0466.degrees latitude (g = 980.6199 gals.).
 FM0466
 FM0466.The modeled gravity was interpolated from observed gravity values.
 FM0466
 FM0466;                    North         East    Units  Estimated Accuracy
 FM0466;SPC TX N     - 1,172,470.       98,310.      MT  (+/- 180 meters Scaled)
 FM0466
 FM0466                          SUPERSEDED SURVEY CONTROL
 FM0466
 FM0466  NGVD 29 (??/??/92) 1052.412  (m)         3452.79   (f) ADJ UNCH    2 0
 FM0466
 FM0466.Superseded values are not recommended for survey control.
 FM0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0466.See file dsdata.txt to determine how the superseded data were derived.
 FM0466
 FM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV155365(NAD 83)
 FM0466_MARKER: DB = BENCH MARK DISK
 FM0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0466_STAMPING: M 531 1935
 FM0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0466+STABILITY: SURFACE MOTION
 FM0466
 FM0466  HISTORY     - Date     Condition        Report By
 FM0466  HISTORY     - 1935     MONUMENTED       CGS
 FM0466  HISTORY     - 1971     GOOD             USGS
 FM0466
 FM0466                          STATION DESCRIPTION
 FM0466
 FM0466'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0466'31.1 MI NE FROM ADRIAN.
 FM0466'TO REACH FROM THE JCT OF US HWY 385 AND FARM ROAD 767 IN CHANNING GO
 FM0466'WEST ON FM 767 FOR 12.0 MILES TO A BLADED ROAD ON THE LEFT, TURN LEFT
 FM0466'THROUGH CATTLEGUARD, AND GO SOUTH 4.0 MILES THROUGH FOY PROCTOR RANCH
 FM0466'TO CG AT ENTRANCE TO R H FULTON RANCH, CONTINUE SOUTH 3.6 MILES TO
 FM0466'FULTONS MANY POST CAMP, CONTINUE WESTERLY FROM MANY POST ALONG MAIN
 FM0466'GRADED ROAD FOR 5.0 MILES TO FULTONS OLD FARM CAMP, CONTINUE SOUTHWEST
 FM0466'ACROSS SAND WASH FROM OLD FARM CAMP, THENCE WEST, THENCE NORTHWEST
 FM0466'ALONG MAIN BLADED ROAD FOR 2.1 MILES TO A CATTLEQUARD AND THE BM ON
 FM0466'THE LEFT.  BM IS 16 FT SOUTHWEST OF ROAD AND 10 FT SOUTHEAST OF FENCE,
 FM0466'A STANDARD DISK STAMPED M 531 1935 AND SET IN THE TOP OF A CONCRETE
 FM0466'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1370 ***********************************************************************
 FL1370  DESIGNATION -  M 533
 FL1370  PID         -  FL1370
 FL1370  STATE/COUNTY-  TX/CARSON
 FL1370  USGS QUAD   -  DEAL (1953)
 FL1370
 FL1370                         *CURRENT SURVEY CONTROL
 FL1370  ___________________________________________________________________
 FL1370* NAD 83(1986)-  35 35 30.     (N)    101 34 21.     (W)     SCALED    
 FL1370* NAVD 88     -      1005.993  (meters)    3300.50   (feet)  ADJUSTED  
 FL1370  ___________________________________________________________________
 FL1370  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 FL1370  DYNAMIC HT  -        1004.835 (meters)    3296.70  (feet)  COMP
 FL1370  MODELED GRAV-     979,448.0   (mgal)                       NAVD 88
 FL1370
 FL1370  VERT ORDER  -  SECOND    CLASS 0
 FL1370
 FL1370.The horizontal coordinates were scaled from a topographic map and have
 FL1370.an estimated accuracy of +/- 6 seconds.
 FL1370
 FL1370.The orthometric height was determined by differential leveling
 FL1370.and adjusted by the National Geodetic Survey in June 1991..
 FL1370
 FL1370.The geoid height was determined by GEOID03.
 FL1370
 FL1370.The dynamic height is computed by dividing the NAVD 88
 FL1370.geopotential number by the normal gravity value computed on the
 FL1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1370.degrees latitude (g = 980.6199 gals.).
 FL1370
 FL1370.The modeled gravity was interpolated from observed gravity values.
 FL1370
 FL1370;                    North         East    Units  Estimated Accuracy
 FL1370;SPC TX N     - 1,176,580.      193,430.      MT  (+/- 180 meters Scaled)
 FL1370
 FL1370                          SUPERSEDED SURVEY CONTROL
 FL1370
 FL1370  NGVD 29 (??/??/92) 1005.526  (m)         3298.96   (f) ADJ UNCH    2 0
 FL1370
 FL1370.Superseded values are not recommended for survey control.
 FL1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1370.See file dsdata.txt to determine how the superseded data were derived.
 FL1370
 FL1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE669417(NAD 83)
 FL1370_MARKER: DB = BENCH MARK DISK
 FL1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1370_STAMPING: M-533 1935
 FL1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1370+STABILITY: SURFACE MOTION
 FL1370
 FL1370  HISTORY     - Date     Condition        Report By
 FL1370  HISTORY     - 1935     MONUMENTED       CGS
 FL1370
 FL1370                          STATION DESCRIPTION
 FL1370
 FL1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1370'33.1 MI NE FROM AMARILLO.
 FL1370'33.1 MILES NORTHEAST OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED
 FL1370'AT COUNTY ROAD CROSSING AT NORTH END OF LONG CUT.  12 RAIL LENGTHS
 FL1370'SOUTH OF SOUTH SWITCH STAND AT DEAL SIDING.  234 FEET SOUTHWEST OF
 FL1370'STUCCO BUILDING.  90.0 FEET WEST OF WEST RAIL.  500 FEET EAST OF
 FL1370'STUCCO SERVICE STATION AND RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0547 ***********************************************************************
 EN0547  DESIGNATION -  M 535
 EN0547  PID         -  EN0547
 EN0547  STATE/COUNTY-  TX/ARMSTRONG
 EN0547  USGS QUAD   -  WESLEY POINT (1984)
 EN0547
 EN0547                         *CURRENT SURVEY CONTROL
 EN0547  ___________________________________________________________________
 EN0547* NAD 83(1986)-  34 46 40.     (N)    101 38 05.     (W)     SCALED    
 EN0547* NAVD 88     -      1056.035  (meters)    3464.67   (feet)  ADJUSTED  
 EN0547  ___________________________________________________________________
 EN0547  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EN0547  DYNAMIC HT  -        1054.743 (meters)    3460.44  (feet)  COMP
 EN0547  MODELED GRAV-     979,375.7   (mgal)                       NAVD 88
 EN0547
 EN0547  VERT ORDER  -  SECOND    CLASS 0
 EN0547
 EN0547.The horizontal coordinates were scaled from a topographic map and have
 EN0547.an estimated accuracy of +/- 6 seconds.
 EN0547
 EN0547.The orthometric height was determined by differential leveling
 EN0547.and adjusted by the National Geodetic Survey in June 1991..
 EN0547
 EN0547.The geoid height was determined by GEOID03.
 EN0547
 EN0547.The dynamic height is computed by dividing the NAVD 88
 EN0547.geopotential number by the normal gravity value computed on the
 EN0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0547.degrees latitude (g = 980.6199 gals.).
 EN0547
 EN0547.The modeled gravity was interpolated from observed gravity values.
 EN0547
 EN0547;                    North         East    Units  Estimated Accuracy
 EN0547;SPC TX N     - 1,086,290.      187,670.      MT  (+/- 180 meters Scaled)
 EN0547
 EN0547                          SUPERSEDED SURVEY CONTROL
 EN0547
 EN0547  NGVD 29 (??/??/92) 1055.590  (m)         3463.21   (f) ADJ UNCH    2 0
 EN0547
 EN0547.Superseded values are not recommended for survey control.
 EN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0547.See file dsdata.txt to determine how the superseded data were derived.
 EN0547
 EN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD588515(NAD 83)
 EN0547_MARKER: DB = BENCH MARK DISK
 EN0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0547_STAMPING: M 535 1935
 EN0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0547+STABILITY: SURFACE MOTION
 EN0547
 EN0547  HISTORY     - Date     Condition        Report By
 EN0547  HISTORY     - 1935     MONUMENTED       CGS
 EN0547  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0547
 EN0547                          STATION DESCRIPTION
 EN0547
 EN0547'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0547'7.8 MI W FROM WAYSIDE.
 EN0547'7.8 MILES WEST OF WAYSIDE, ARMSTRONG COUNTY.  THIS BENCH MARK MAY BE
 EN0547'REACHED FROM THE POST OFFICE BY GOING 1.0 MILE WEST ALONG A GRADED
 EN0547'ROAD, THENCE ALONG ROADS 1.0 MILE NORTH, 3.8 MILES WEST AND 2.0 MILES
 EN0547'SOUTH.  IT IS ON THE SOUTH SIDE OF A SHALLOW VALLEY, SOUTHWEST OF A
 EN0547'SALL SCHOOL HOUSE, ABOUT 650 FEET NORTHWEST OF A RANCH HOUSE AND A
 EN0547'WINDMILL, 325 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING TO THE
 EN0547'RANCH HOUSE, AND 31 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 EN0547'ROAD.  A STANDARD DISK, STAMPED M 535 1935 AND SET IN THE TOP OF A
 EN0547'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1305 ***********************************************************************
 FL1305  DESIGNATION -  M 536
 FL1305  PID         -  FL1305
 FL1305  STATE/COUNTY-  TX/CARSON
 FL1305  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1305
 FL1305                         *CURRENT SURVEY CONTROL
 FL1305  ___________________________________________________________________
 FL1305* NAD 83(1986)-  35 17 01.     (N)    101 32 58.     (W)     SCALED    
 FL1305* NAVD 88     -      1072.606  (meters)    3519.04   (feet)  ADJUSTED  
 FL1305  ___________________________________________________________________
 FL1305  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL1305  DYNAMIC HT  -        1071.332 (meters)    3514.86  (feet)  COMP
 FL1305  MODELED GRAV-     979,409.9   (mgal)                       NAVD 88
 FL1305
 FL1305  VERT ORDER  -  SECOND    CLASS 0
 FL1305
 FL1305.The horizontal coordinates were scaled from a topographic map and have
 FL1305.an estimated accuracy of +/- 6 seconds.
 FL1305
 FL1305.The orthometric height was determined by differential leveling
 FL1305.and adjusted by the National Geodetic Survey in June 1991..
 FL1305
 FL1305.The geoid height was determined by GEOID03.
 FL1305
 FL1305.The dynamic height is computed by dividing the NAVD 88
 FL1305.geopotential number by the normal gravity value computed on the
 FL1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1305.degrees latitude (g = 980.6199 gals.).
 FL1305
 FL1305.The modeled gravity was interpolated from observed gravity values.
 FL1305
 FL1305;                    North         East    Units  Estimated Accuracy
 FL1305;SPC TX N     - 1,142,400.      195,500.      MT  (+/- 180 meters Scaled)
 FL1305
 FL1305                          SUPERSEDED SURVEY CONTROL
 FL1305
 FL1305  NGVD 29 (??/??/92) 1072.103  (m)         3517.39   (f) ADJ UNCH    2 0
 FL1305
 FL1305.Superseded values are not recommended for survey control.
 FL1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1305.See file dsdata.txt to determine how the superseded data were derived.
 FL1305
 FL1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE681074(NAD 83)
 FL1305_MARKER: DB = BENCH MARK DISK
 FL1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1305_STAMPING: M 536 1935
 FL1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1305+STABILITY: SURFACE MOTION
 FL1305
 FL1305  HISTORY     - Date     Condition        Report By
 FL1305  HISTORY     - 1935     MONUMENTED       CGS
 FL1305
 FL1305                          STATION DESCRIPTION
 FL1305
 FL1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1305'4.6 MI E FROM ST FRANCIS.
 FL1305'4.6 MILES EAST OF DEPOT BY RAIL.  ALONG THE SATNE FE RAILROAD BETWEEN
 FL1305'ST FRANCIS AND PANHANDLE.  ABOUT 0.4 MILE WEST OF MILE POST 536, 21
 FL1305'RAILS WEST OF BRIDGE NO. 536 A, 0.1 MILE NORTH OF SCHOOL BUILDING, AND
 FL1305'5 RAILS WEST OF PRIVATE ROAD CROSSING.  42 FEET SOUTH OF SOUTH RAIL OF
 FL1305'SOUTH TRACK, 31 FEET NORTH OF CENTERLINE OF STATE HIGHWAY NO. 33, AND
 FL1305'4 FEET NORTH OF SOUTH RIGHT OF WAY FENCE.  IN TELEGRAPH POLE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0153 ***********************************************************************
 FM0153  DESIGNATION -  M 538
 FM0153  PID         -  FM0153
 FM0153  STATE/COUNTY-  TX/MOORE
 FM0153  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0153
 FM0153                         *CURRENT SURVEY CONTROL
 FM0153  ___________________________________________________________________
 FM0153* NAD 83(1986)-  35 44 07.     (N)    102 09 36.     (W)     SCALED    
 FM0153* NAVD 88     -      1153.384  (meters)    3784.06   (feet)  ADJUSTED  
 FM0153  ___________________________________________________________________
 FM0153  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0153  DYNAMIC HT  -        1152.023 (meters)    3779.60  (feet)  COMP
 FM0153  MODELED GRAV-     979,413.8   (mgal)                       NAVD 88
 FM0153
 FM0153  VERT ORDER  -  SECOND    CLASS 0
 FM0153
 FM0153.The horizontal coordinates were scaled from a topographic map and have
 FM0153.an estimated accuracy of +/- 6 seconds.
 FM0153
 FM0153.The orthometric height was determined by differential leveling
 FM0153.and adjusted by the National Geodetic Survey in June 1991..
 FM0153
 FM0153.The geoid height was determined by GEOID03.
 FM0153
 FM0153.The dynamic height is computed by dividing the NAVD 88
 FM0153.geopotential number by the normal gravity value computed on the
 FM0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0153.degrees latitude (g = 980.6199 gals.).
 FM0153
 FM0153.The modeled gravity was interpolated from observed gravity values.
 FM0153
 FM0153;                    North         East    Units  Estimated Accuracy
 FM0153;SPC TX N     - 1,192,710.      140,300.      MT  (+/- 180 meters Scaled)
 FM0153
 FM0153                          SUPERSEDED SURVEY CONTROL
 FM0153
 FM0153  NGVD 29 (??/??/92) 1152.824  (m)         3782.22   (f) ADJ UNCH    2 0
 FM0153
 FM0153.Superseded values are not recommended for survey control.
 FM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0153.See file dsdata.txt to determine how the superseded data were derived.
 FM0153
 FM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV568583(NAD 83)
 FM0153_MARKER: DB = BENCH MARK DISK
 FM0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0153_STAMPING: M-538 1935
 FM0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0153+STABILITY: SURFACE MOTION
 FM0153
 FM0153  HISTORY     - Date     Condition        Report By
 FM0153  HISTORY     - 1935     MONUMENTED       CGS
 FM0153  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0153
 FM0153                          STATION DESCRIPTION
 FM0153
 FM0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0153'18.7 MI SW FROM DUMAS.
 FM0153'TO REACH BENCHMARK FROM COURT HOUSE GO 0.5 MILE SOUTH ALONG HIGHWAY
 FM0153'NO. 9, THENCE 2.4 MILES WEST TO SOUTH TURN IN ROAD, CONTINUE THENCE
 FM0153'WEST 1.0 MILE ALONG TRAIL AND POLE LINE, THENCE SOUTH ALONG FENCE AND
 FM0153'POLE LINE, 1.9 MILES TO JUNCTION OF TRAIL AND ROAD, CONTINUE SOUTH
 FM0153'ALONG GRADED ROAD 1.1 MILES TO ROAD JUNCTION, THENCE WEST 4.9 MILES TO
 FM0153'FENCE CROSSING ROAD, THENCE SOUTH 3.0 MILES ALONG TRAIL TO MIDDLE WEST
 FM0153'SCHOOL, THENCE 1.9 MILES WEST, THENCE ALONG TRAIL AND FENCE 2.0 MILES
 FM0153'SOUTH.  BENCHMARK IS SET ALONG SECTION LINE ROAD BETWEEN DUMAS AND
 FM0153'HIGHWAY NO. 385 APPROXIMATELY 11.0 MILES WEST AND 2.8 MILES NORTH OF
 FM0153'FOUR WAY STORE AT AN INTERSECTION OF FENCES, AND 0.4 MILE NORTH OF
 FM0153'SMALL WHITE RANCH HOUSE.  BEING 91.0 FEET WEST OF CENTERLINE OF ROAD.
 FM0153
 FM0153                          STATION RECOVERY (1971)
 FM0153
 FM0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0220 ***********************************************************************
 FM0220  DESIGNATION -  M 539
 FM0220  PID         -  FM0220
 FM0220  STATE/COUNTY-  TX/HARTLEY
 FM0220  USGS QUAD   -  CHANNING NW (1971)
 FM0220
 FM0220                         *CURRENT SURVEY CONTROL
 FM0220  ___________________________________________________________________
 FM0220* NAD 83(1986)-  35 42 09.     (N)    102 29 39.     (W)     SCALED    
 FM0220* NAVD 88     -      1074.199  (meters)    3524.27   (feet)  ADJUSTED  
 FM0220  ___________________________________________________________________
 FM0220  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 FM0220  DYNAMIC HT  -        1072.951 (meters)    3520.17  (feet)  COMP
 FM0220  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 FM0220
 FM0220  VERT ORDER  -  SECOND    CLASS 0
 FM0220
 FM0220.The horizontal coordinates were scaled from a topographic map and have
 FM0220.an estimated accuracy of +/- 6 seconds.
 FM0220
 FM0220.The orthometric height was determined by differential leveling
 FM0220.and adjusted by the National Geodetic Survey in June 1991..
 FM0220
 FM0220.The geoid height was determined by GEOID03.
 FM0220
 FM0220.The dynamic height is computed by dividing the NAVD 88
 FM0220.geopotential number by the normal gravity value computed on the
 FM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0220.degrees latitude (g = 980.6199 gals.).
 FM0220
 FM0220.The modeled gravity was interpolated from observed gravity values.
 FM0220
 FM0220;                    North         East    Units  Estimated Accuracy
 FM0220;SPC TX N     - 1,189,320.      110,040.      MT  (+/- 180 meters Scaled)
 FM0220
 FM0220                          SUPERSEDED SURVEY CONTROL
 FM0220
 FM0220  NGVD 29 (??/??/92) 1073.677  (m)         3522.56   (f) ADJ UNCH    2 0
 FM0220
 FM0220.Superseded values are not recommended for survey control.
 FM0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0220.See file dsdata.txt to determine how the superseded data were derived.
 FM0220
 FM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV267538(NAD 83)
 FM0220_MARKER: DB = BENCH MARK DISK
 FM0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0220_STAMPING: M 539 1935
 FM0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0220+STABILITY: SURFACE MOTION
 FM0220
 FM0220  HISTORY     - Date     Condition        Report By
 FM0220  HISTORY     - 1935     MONUMENTED       CGS
 FM0220  HISTORY     - 1971     GOOD             USGS
 FM0220
 FM0220                          STATION DESCRIPTION
 FM0220
 FM0220'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0220'9.9 MI NW FROM CHANNING.
 FM0220'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354, AND
 FM0220'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0220'5.9 MI. TO A T-ROAD NORTHWEST.  TURN RIGHT ONTO A GRADED GRAVEL ROAD
 FM0220'FOR 4.0 MILES AND THE MARK ON THE RIGHT.  IT IS 0.5 MI WEST OF A ROAD
 FM0220'LEADING SOUTH TO A RANCH, 192 FT. EAST OF A FENCE HEADING SOUTH, 40
 FM0220'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 4 FT. NORTH OF AN E/W
 FM0220'FENCE LINE.  A STANDARD DISK STAMPED M 539 1935 AND SET IN THE TOP OF
 FM0220'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0902 ***********************************************************************
 AB0902  DESIGNATION -  M 54
 AB0902  PID         -  AB0902
 AB0902  STATE/COUNTY-  TX/CAMERON
 AB0902  USGS QUAD   -  SANTA MARIA (1970)
 AB0902
 AB0902                         *CURRENT SURVEY CONTROL
 AB0902  ___________________________________________________________________
 AB0902* NAD 83(1986)-  26 03 27.     (N)    097 46 32.     (W)     SCALED    
 AB0902* NAVD 88     -        18.486  (meters)      60.65   (feet)  ADJUSTED  
 AB0902  ___________________________________________________________________
 AB0902  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AB0902  DYNAMIC HT  -          18.455 (meters)      60.55  (feet)  COMP
 AB0902  MODELED GRAV-     979,016.8   (mgal)                       NAVD 88
 AB0902
 AB0902  VERT ORDER  -  SECOND    CLASS 0
 AB0902
 AB0902.The horizontal coordinates were scaled from a topographic map and have
 AB0902.an estimated accuracy of +/- 6 seconds.
 AB0902
 AB0902.The orthometric height was determined by differential leveling
 AB0902.and adjusted by the National Geodetic Survey in June 1991..
 AB0902
 AB0902.The geoid height was determined by GEOID03.
 AB0902
 AB0902.The dynamic height is computed by dividing the NAVD 88
 AB0902.geopotential number by the normal gravity value computed on the
 AB0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0902.degrees latitude (g = 980.6199 gals.).
 AB0902
 AB0902.The modeled gravity was interpolated from observed gravity values.
 AB0902
 AB0902;                    North         East    Units  Estimated Accuracy
 AB0902;SPC TX S     - 5,043,510.      372,500.      MT  (+/- 180 meters Scaled)
 AB0902
 AB0902                          SUPERSEDED SURVEY CONTROL
 AB0902
 AB0902  NGVD 29 (??/??/92)   18.592  (m)           61.00   (f) ADJ UNCH    2 0
 AB0902
 AB0902.Superseded values are not recommended for survey control.
 AB0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0902.See file dsdata.txt to determine how the superseded data were derived.
 AB0902
 AB0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP224826(NAD 83)
 AB0902_MARKER: DD = SURVEY DISK
 AB0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0902_SP_SET: CULVERT
 AB0902_STAMPING: M 54 60.94
 AB0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0902+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AB0902
 AB0902  HISTORY     - Date     Condition        Report By
 AB0902  HISTORY     - UNK      MONUMENTED
 AB0902  HISTORY     - 1942     GOOD             NGS
 AB0902  HISTORY     - 1987     GOOD             USPSQD
 AB0902  HISTORY     - 20010604 GOOD             JCLS
 AB0902
 AB0902                          STATION DESCRIPTION
 AB0902
 AB0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0902'4.9 MI W FROM LANDRUM.
 AB0902'4.9 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0902'LANDRUM, CAMERON COUNTY, 107 YARDS EAST OF THE JUNCTION OF A DIRT ROAD
 AB0902'LEADING SOUTHEAST TO A FARMHOUSE, 51 FEET SOUTH OF THE CENTERLINE OF
 AB0902'THE HIGHWAY, AT A VERTICAL CONCRETE-BOX CULVERT ON THE SOUTH SIDE OF
 AB0902'THE HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTH SIDE OF THE
 AB0902'CULVERT, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY
 AB0902'STANDARD DISK, STAMPED M 54 60.94.
 AB0902
 AB0902                          STATION RECOVERY (1987)
 AB0902
 AB0902'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0902'RECOVERED IN GOOD CONDITION.
 AB0902
 AB0902                          STATION RECOVERY (2001)
 AB0902
 AB0902'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AB0902'FROM THE INTERSECTION OF FARM ROAD 1479 AND HWY 281, PROCEED WEST FOR
 AB0902'0.9 MILES TO THE STATION ON THE SOUTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0210 ***********************************************************************
 AW0210  DESIGNATION -  M 54
 AW0210  PID         -  AW0210
 AW0210  STATE/COUNTY-  TX/HARRIS
 AW0210  USGS QUAD   -  SETTEGAST (1995)
 AW0210
 AW0210                         *CURRENT SURVEY CONTROL
 AW0210  ___________________________________________________________________
 AW0210* NAD 83(1986)-  29 45 26.     (N)    095 21 26.     (W)     SCALED    
 AW0210* NAVD 88     -        14.658  (meters)      48.09   (feet)  ADJUSTED  
 AW0210  ___________________________________________________________________
 AW0210  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0210  DYNAMIC HT  -          14.638 (meters)      48.02  (feet)  COMP
 AW0210  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AW0210
 AW0210  VERT ORDER  -  FIRST     CLASS II
 AW0210
 AW0210.The horizontal coordinates were scaled from a topographic map and have
 AW0210.an estimated accuracy of +/- 6 seconds.
 AW0210
 AW0210.The orthometric height was determined by differential leveling
 AW0210.and adjusted by the National Geodetic Survey in June 1991..
 AW0210
 AW0210.The geoid height was determined by GEOID03.
 AW0210
 AW0210.The dynamic height is computed by dividing the NAVD 88
 AW0210.geopotential number by the normal gravity value computed on the
 AW0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0210.degrees latitude (g = 980.6199 gals.).
 AW0210
 AW0210.The modeled gravity was interpolated from observed gravity values.
 AW0210
 AW0210;                    North         East    Units  Estimated Accuracy
 AW0210;SPC TXSC     - 4,218,710.      952,240.      MT  (+/- 180 meters Scaled)
 AW0210
 AW0210                          SUPERSEDED SURVEY CONTROL
 AW0210
 AW0210  NGVD 29 (12/23/87)   14.654  (m)           48.08   (f) ADJUSTED    1 2
 AW0210
 AW0210.Superseded values are not recommended for survey control.
 AW0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0210.See file dsdata.txt to determine how the superseded data were derived.
 AW0210
 AW0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN720942(NAD 83)
 AW0210_MARKER: DB = BENCH MARK DISK
 AW0210_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0210_SP_SET: PILLAR
 AW0210_STAMPING: M 54 1918 ELEV 54.62 FT
 AW0210_MARK LOGO: CGS   
 AW0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0210
 AW0210  HISTORY     - Date     Condition        Report By
 AW0210  HISTORY     - 1918     MONUMENTED       CGS
 AW0210  HISTORY     - 1973     GOOD             NGS
 AW0210  HISTORY     - 1976     GOOD             NGS
 AW0210  HISTORY     - 1976     GOOD             NGS
 AW0210  HISTORY     - 1978     GOOD             NGS
 AW0210  HISTORY     - 1978     GOOD             NGS
 AW0210  HISTORY     - 1984     GOOD             USPSQD
 AW0210  HISTORY     - 1986     GOOD             NGS
 AW0210  HISTORY     - 1987     GOOD             USPSQD
 AW0210  HISTORY     - 1987     GOOD             USPSQD
 AW0210  HISTORY     - 1987     GOOD             USPSQD
 AW0210  HISTORY     - 1987     GOOD             USPSQD
 AW0210  HISTORY     - 19870601 GOOD             USPSQD
 AW0210  HISTORY     - 1988     GOOD             USPSQD
 AW0210  HISTORY     - 1988     GOOD             USPSQD
 AW0210  HISTORY     - 1989     GOOD             USPSQD
 AW0210  HISTORY     - 1989     GOOD             USPSQD
 AW0210  HISTORY     - 1991     GOOD             USPSQD
 AW0210  HISTORY     - 19960921 GOOD             USPSQD
 AW0210  HISTORY     - 20040517 MARK NOT FOUND   USPSQD
 AW0210  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW0210
 AW0210                          STATION DESCRIPTION
 AW0210
 AW0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0210'IN HOUSTON.
 AW0210'AT HOUSTON, AT THE UNION STATION, AT THE SOUTH CORNER OF THE
 AW0210'INTERSECTION OF CRAWFORD AND PRAIRIE STREETS, SET VERTICALLY IN THE
 AW0210'NORTHWEST FACE OF THE NORTHEAST MOST ONE OF FOUR STONE PILLARS, AND
 AW0210'ABOUT 4.7 ABOVE THE LEVEL OF THE GROUND.
 AW0210
 AW0210                          STATION RECOVERY (1976)
 AW0210
 AW0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1976)
 AW0210
 AW0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1978)
 AW0210
 AW0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1978)
 AW0210
 AW0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1984)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1986)
 AW0210
 AW0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0210'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--30.5
 AW0210'M (100.1 FT) SOUTHWEST OF THE CENTERLINE OF PRAIRIE STREET, 21.9 M
 AW0210'(71.9 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, AND 13.5
 AW0210'M (44.3 FT) SOUTHEAST OF THE CENTERLINE OF CRAWFORD STREET.
 AW0210
 AW0210                          STATION RECOVERY (1987)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1987)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1987)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1987)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1987)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1988)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1988)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1989)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1989)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1991)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (1996)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0210'RECOVERED IN GOOD CONDITION.
 AW0210
 AW0210                          STATION RECOVERY (2004)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0210'DISK IS GONE BUT THE SHAFT IN THE PIER IS STILL THERE.
 AW0210
 AW0210                          STATION RECOVERY (2005)
 AW0210
 AW0210'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0210'NEW WALK WAY IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0361 ***********************************************************************
 FM0361  DESIGNATION -  M 540
 FM0361  PID         -  FM0361
 FM0361  STATE/COUNTY-  TX/RANDALL
 FM0361  USGS QUAD   -  BIVINS LAKE (1984)
 FM0361
 FM0361                         *CURRENT SURVEY CONTROL
 FM0361  ___________________________________________________________________
 FM0361* NAD 83(1986)-  35 05 13.     (N)    102 04 27.     (W)     SCALED    
 FM0361* NAVD 88     -      1137.677  (meters)    3732.53   (feet)  ADJUSTED  
 FM0361  ___________________________________________________________________
 FM0361  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 FM0361  DYNAMIC HT  -        1136.288 (meters)    3727.97  (feet)  COMP
 FM0361  MODELED GRAV-     979,374.6   (mgal)                       NAVD 88
 FM0361
 FM0361  VERT ORDER  -  SECOND    CLASS 0
 FM0361
 FM0361.The horizontal coordinates were scaled from a topographic map and have
 FM0361.an estimated accuracy of +/- 6 seconds.
 FM0361
 FM0361.The orthometric height was determined by differential leveling
 FM0361.and adjusted by the National Geodetic Survey in June 1991..
 FM0361
 FM0361.The geoid height was determined by GEOID03.
 FM0361
 FM0361.The dynamic height is computed by dividing the NAVD 88
 FM0361.geopotential number by the normal gravity value computed on the
 FM0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0361.degrees latitude (g = 980.6199 gals.).
 FM0361
 FM0361.The modeled gravity was interpolated from observed gravity values.
 FM0361
 FM0361;                    North         East    Units  Estimated Accuracy
 FM0361;SPC TX N     - 1,120,730.      147,650.      MT  (+/- 180 meters Scaled)
 FM0361
 FM0361                          SUPERSEDED SURVEY CONTROL
 FM0361
 FM0361  NGVD 29 (??/??/92) 1137.168  (m)         3730.86   (f) ADJ UNCH    2 0
 FM0361
 FM0361.Superseded values are not recommended for survey control.
 FM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0361.See file dsdata.txt to determine how the superseded data were derived.
 FM0361
 FM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU667866(NAD 83)
 FM0361_MARKER: DB = BENCH MARK DISK
 FM0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0361_STAMPING: M 540 1935
 FM0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0361+STABILITY: SURFACE MOTION
 FM0361
 FM0361  HISTORY     - Date     Condition        Report By
 FM0361  HISTORY     - 1935     MONUMENTED       CGS
 FM0361  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0361  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0361
 FM0361                          STATION DESCRIPTION
 FM0361
 FM0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0361'7.3 MI S FROM BUSHLAND.
 FM0361'IN RANDALL COUNTY, 7.3 MILES SOUTH ALONG THE UMBARGER ROAD FROM THE
 FM0361'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT BUSHLAND, POTTER
 FM0361'COUNTY, THENCE 0.5 MILE WEST ALONG THE GRADED ROAD, ON THE WEST SLOPE
 FM0361'OF THE VALLEY THROUGH WHICH THE ROAD PASSES, 129 FEET EAST OF THE
 FM0361'CENTERLINE OF A DRY CREEK BED, 78 FEET SOUTH OF THE CENTERLINE OF THE
 FM0361'ROAD, 2.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF
 FM0361'A CONCRETE POST.
 FM0361
 FM0361                          STATION RECOVERY (1961)
 FM0361
 FM0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0361'MARK NOT FOUND.
 FM0361
 FM0361                          STATION RECOVERY (1980)
 FM0361
 FM0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0728 ***********************************************************************
 FL0728  DESIGNATION -  M 541
 FL0728  PID         -  FL0728
 FL0728  STATE/COUNTY-  TX/ROBERTS
 FL0728  USGS QUAD   -  ADOBE CREEK SE (1971)
 FL0728
 FL0728                         *CURRENT SURVEY CONTROL
 FL0728  ___________________________________________________________________
 FL0728* NAD 83(1986)-  35 46 50.     (N)    101 01 15.     (W)     SCALED    
 FL0728* NAVD 88     -       906.669  (meters)    2974.63   (feet)  ADJUSTED  
 FL0728  ___________________________________________________________________
 FL0728  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FL0728  DYNAMIC HT  -         905.670 (meters)    2971.35  (feet)  COMP
 FL0728  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 FL0728
 FL0728  VERT ORDER  -  SECOND    CLASS 0
 FL0728
 FL0728.The horizontal coordinates were scaled from a topographic map and have
 FL0728.an estimated accuracy of +/- 6 seconds.
 FL0728
 FL0728.The orthometric height was determined by differential leveling
 FL0728.and adjusted by the National Geodetic Survey in June 1991..
 FL0728
 FL0728.The geoid height was determined by GEOID03.
 FL0728
 FL0728.The dynamic height is computed by dividing the NAVD 88
 FL0728.geopotential number by the normal gravity value computed on the
 FL0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0728.degrees latitude (g = 980.6199 gals.).
 FL0728
 FL0728.The modeled gravity was interpolated from observed gravity values.
 FL0728
 FL0728;                    North         East    Units  Estimated Accuracy
 FL0728;SPC TX N     - 1,197,640.      243,320.      MT  (+/- 180 meters Scaled)
 FL0728
 FL0728                          SUPERSEDED SURVEY CONTROL
 FL0728
 FL0728  NGVD 29 (??/??/92)  906.247  (m)         2973.25   (f) ADJ UNCH    2 0
 FL0728
 FL0728.Superseded values are not recommended for survey control.
 FL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0728.See file dsdata.txt to determine how the superseded data were derived.
 FL0728
 FL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE173614(NAD 83)
 FL0728_MARKER: DB = BENCH MARK DISK
 FL0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0728_STAMPING: M 541 1935
 FL0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0728+STABILITY: SURFACE MOTION
 FL0728
 FL0728  HISTORY     - Date     Condition        Report By
 FL0728  HISTORY     - 1935     MONUMENTED       CGS
 FL0728  HISTORY     - 1941     GOOD             LOCENG
 FL0728
 FL0728                          STATION DESCRIPTION
 FL0728
 FL0728'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 FL0728'20.0 MI N FROM PAMPA.
 FL0728'IN ROBERTS COUNTY, 20.0 MILES NORTH OF PAMPA, GRAY COUNTY.  THIS BENCH
 FL0728'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 7.4 MILES NORTH, 2.0
 FL0728'MILES WEST, AND 0.8 MILE NORTH ALONG GRADED ROADS AND THENCE 9.8 MILES
 FL0728'NORTHWEST ALONG A TRAIL.  IT IS AT THE TOP OF A HILL, 22.3 FEET
 FL0728'SOUTHWEST OF THE CENTERLINE OF THE TRAIL, 3.9 FEET SOUTHEAST OF THE
 FL0728'SECTION-LINE FENCE, AND 2.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A
 FL0728'STANDARD DISK, STAMPED M 541 1935 AND SET IN THE TOP OF A CONCRETE
 FL0728'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0767 ***********************************************************************
 FL0767  DESIGNATION -  M 542
 FL0767  PID         -  FL0767
 FL0767  STATE/COUNTY-  TX/HUTCHINSON
 FL0767  USGS QUAD   -  PHILLIPS (1978)
 FL0767
 FL0767                         *CURRENT SURVEY CONTROL
 FL0767  ___________________________________________________________________
 FL0767* NAD 83(1986)-  35 44 53.     (N)    101 18 11.     (W)     SCALED    
 FL0767* NAVD 88     -       874.220  (meters)    2868.17   (feet)  ADJUSTED  
 FL0767  ___________________________________________________________________
 FL0767  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FL0767  DYNAMIC HT  -         873.253 (meters)    2865.00  (feet)  COMP
 FL0767  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 FL0767
 FL0767  VERT ORDER  -  SECOND    CLASS 0
 FL0767
 FL0767.The horizontal coordinates were scaled from a topographic map and have
 FL0767.an estimated accuracy of +/- 6 seconds.
 FL0767
 FL0767.The orthometric height was determined by differential leveling
 FL0767.and adjusted by the National Geodetic Survey in June 1991..
 FL0767
 FL0767.The geoid height was determined by GEOID03.
 FL0767
 FL0767.The dynamic height is computed by dividing the NAVD 88
 FL0767.geopotential number by the normal gravity value computed on the
 FL0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0767.degrees latitude (g = 980.6199 gals.).
 FL0767
 FL0767.The modeled gravity was interpolated from observed gravity values.
 FL0767
 FL0767;                    North         East    Units  Estimated Accuracy
 FL0767;SPC TX N     - 1,193,940.      217,810.      MT  (+/- 180 meters Scaled)
 FL0767
 FL0767                          SUPERSEDED SURVEY CONTROL
 FL0767
 FL0767  NGVD 29 (??/??/92)  873.788  (m)         2866.75   (f) ADJ UNCH    2 0
 FL0767
 FL0767.Superseded values are not recommended for survey control.
 FL0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0767.See file dsdata.txt to determine how the superseded data were derived.
 FL0767
 FL0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE917584(NAD 83)
 FL0767_MARKER: DB = BENCH MARK DISK
 FL0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0767_STAMPING: M 542 1935
 FL0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0767+STABILITY: SURFACE MOTION
 FL0767
 FL0767  HISTORY     - Date     Condition        Report By
 FL0767  HISTORY     - 1935     MONUMENTED       CGS
 FL0767  HISTORY     - 1953     GOOD             NGS
 FL0767
 FL0767                          STATION DESCRIPTION
 FL0767
 FL0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0767'4.9 MI SW FROM PLEMONS.
 FL0767'4.9 MILES SOUTHWEST ALONG A ROAD FROM PLEMONS, THENCE 3.1 MILES SOUTH
 FL0767'AND EAST ALONG THE MAIN TRAVELED ROAD AND 0.2 MILES NORTH ALONG A
 FL0767'FIELD ROAD TO A FENCE.  THENCE PROCEED NORTHWEST ALONG AN ABANDONED
 FL0767'ROAD 0.25 MILE TO MARK.  THE MARKER IS LOCATED 52.4 FEET NORTH OF THE
 FL0767'CENTERLINE OF THE ABANDONED ROAD, AND 4.2 FEET NORTH OF THE FENCE
 FL0767'LINE.  A STANDARD DISK, STAMPED M 542 1935 AND SET IN THE TOP OF A
 FL0767'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0845 ***********************************************************************
 FL0845  DESIGNATION -  M 545
 FL0845  PID         -  FL0845
 FL0845  STATE/COUNTY-  TX/CARSON
 FL0845  USGS QUAD   -  SKELLYTOWN (1978)
 FL0845
 FL0845                         *CURRENT SURVEY CONTROL
 FL0845  ___________________________________________________________________
 FL0845* NAD 83(1986)-  35 31 06.     (N)    101 12 20.     (W)     SCALED    
 FL0845* NAVD 88     -       977.561  (meters)    3207.21   (feet)  ADJUSTED  
 FL0845  ___________________________________________________________________
 FL0845  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0845  DYNAMIC HT  -         976.467 (meters)    3203.63  (feet)  COMP
 FL0845  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 FL0845
 FL0845  VERT ORDER  -  SECOND    CLASS 0
 FL0845
 FL0845.The horizontal coordinates were scaled from a topographic map and have
 FL0845.an estimated accuracy of +/- 6 seconds.
 FL0845
 FL0845.The orthometric height was determined by differential leveling
 FL0845.and adjusted by the National Geodetic Survey in June 1991..
 FL0845
 FL0845.The geoid height was determined by GEOID03.
 FL0845
 FL0845.The dynamic height is computed by dividing the NAVD 88
 FL0845.geopotential number by the normal gravity value computed on the
 FL0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0845.degrees latitude (g = 980.6199 gals.).
 FL0845
 FL0845.The modeled gravity was interpolated from observed gravity values.
 FL0845
 FL0845;                    North         East    Units  Estimated Accuracy
 FL0845;SPC TX N     - 1,168,480.      226,710.      MT  (+/- 180 meters Scaled)
 FL0845
 FL0845                          SUPERSEDED SURVEY CONTROL
 FL0845
 FL0845  NGVD 29 (??/??/92)  977.13   (m)         3205.8    (f) COMPUTED    2 0
 FL0845
 FL0845.Superseded values are not recommended for survey control.
 FL0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0845.See file dsdata.txt to determine how the superseded data were derived.
 FL0845
 FL0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE000327(NAD 83)
 FL0845_MARKER: DB = BENCH MARK DISK
 FL0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0845_STAMPING: M 545 1935
 FL0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0845+STABILITY: SURFACE MOTION
 FL0845
 FL0845  HISTORY     - Date     Condition        Report By
 FL0845  HISTORY     - 1935     MONUMENTED       CGS
 FL0845
 FL0845                          STATION DESCRIPTION
 FL0845
 FL0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0845'5.0 MI N FROM WHITE DEER.
 FL0845'5.0 MILES NORTH ALONG STATE HIGHWAY 117 FROM THE POST OFFICE AT WHITE
 FL0845'DEER, CASON COUNTY, 1.1 MILES NORTHWEST ALONG A TRAIL AND POLE LINE.
 FL0845'0.6 MILE NORTHWEST OF A CITIES SERVICE GAGING STATION, 0.3 MILE SOUTH
 FL0845'OF A WINDMILL, 0.2 MILE NORTH OF A ROW POLES, AND 52.4 FEET SOUTH OF
 FL0845'THE CENTERLINE OF THE TRAIL.  A STANDARD DISK, STAMPED M 545 1935 AND
 FL0845'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0682 ***********************************************************************
 FL0682  DESIGNATION -  M 546
 FL0682  PID         -  FL0682
 FL0682  STATE/COUNTY-  TX/HEMPHILL
 FL0682  USGS QUAD   -  LORA (1967)
 FL0682
 FL0682                         *CURRENT SURVEY CONTROL
 FL0682  ___________________________________________________________________
 FL0682* NAD 83(1986)-  35 43 46.     (N)    100 32 25.     (W)     SCALED    
 FL0682* NAVD 88     -       856.381  (meters)    2809.64   (feet)  ADJUSTED  
 FL0682  ___________________________________________________________________
 FL0682  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FL0682  DYNAMIC HT  -         855.449 (meters)    2806.59  (feet)  COMP
 FL0682  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 FL0682
 FL0682  VERT ORDER  -  SECOND    CLASS 0
 FL0682
 FL0682.The horizontal coordinates were scaled from a topographic map and have
 FL0682.an estimated accuracy of +/- 6 seconds.
 FL0682
 FL0682.The orthometric height was determined by differential leveling
 FL0682.and adjusted by the National Geodetic Survey in June 1991..
 FL0682
 FL0682.The geoid height was determined by GEOID03.
 FL0682
 FL0682.The dynamic height is computed by dividing the NAVD 88
 FL0682.geopotential number by the normal gravity value computed on the
 FL0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0682.degrees latitude (g = 980.6199 gals.).
 FL0682
 FL0682.The modeled gravity was interpolated from observed gravity values.
 FL0682
 FL0682;                    North         East    Units  Estimated Accuracy
 FL0682;SPC TX N     - 1,192,280.      286,820.      MT  (+/- 180 meters Scaled)
 FL0682
 FL0682                          SUPERSEDED SURVEY CONTROL
 FL0682
 FL0682  NGVD 29 (??/??/92)  856.011  (m)         2808.43   (f) ADJ UNCH    2 0
 FL0682
 FL0682.Superseded values are not recommended for survey control.
 FL0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0682.See file dsdata.txt to determine how the superseded data were derived.
 FL0682
 FL0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE607550(NAD 83)
 FL0682_MARKER: DB = BENCH MARK DISK
 FL0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0682_STAMPING: M-546 1935
 FL0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0682+STABILITY: SURFACE MOTION
 FL0682
 FL0682  HISTORY     - Date     Condition        Report By
 FL0682  HISTORY     - 1935     MONUMENTED       CGS
 FL0682
 FL0682                          STATION DESCRIPTION
 FL0682
 FL0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0682'6.7 MI E FROM MIAMI.
 FL0682'TO REACH BENCHMARK FROM COURT HOUSE GO 5.5 MILES EAST ALONG U.S.
 FL0682'HIGHWAY NO. 60, THENCE 1.2 MILES SOUTH ALONG GRADED ROAD.  BENCHMARK
 FL0682'IS AT T-ROAD JUNCTION.  ON TOP OF LONG HILL.  ABOUT 450 FEET NORTHWEST
 FL0682'OF RANCH HOUSE.  111.7 FEET SOUTHWEST OF CENTER-LINE OF ROAD JUNCTION.
 FL0682'94.8 FEET SOUTH OF CENTER-LINE OF E-W ROAD.  29.4 FEET WEST OF
 FL0682'CENTER-LINE OF N-S ROAD.  1.3 FEET EAST OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0538 ***********************************************************************
 FL0538  DESIGNATION -  M 547
 FL0538  PID         -  FL0538
 FL0538  STATE/COUNTY-  TX/GRAY
 FL0538  USGS QUAD   -  HOOVER (1967)
 FL0538
 FL0538                         *CURRENT SURVEY CONTROL
 FL0538  ___________________________________________________________________
 FL0538* NAD 83(1986)-  35 30 30.     (N)    100 45 37.     (W)     SCALED    
 FL0538* NAVD 88     -       943.423  (meters)    3095.21   (feet)  ADJUSTED  
 FL0538  ___________________________________________________________________
 FL0538  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL0538  DYNAMIC HT  -         942.395 (meters)    3091.84  (feet)  COMP
 FL0538  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 FL0538
 FL0538  VERT ORDER  -  SECOND    CLASS 0
 FL0538
 FL0538.The horizontal coordinates were scaled from a topographic map and have
 FL0538.an estimated accuracy of +/- 6 seconds.
 FL0538
 FL0538.The orthometric height was determined by differential leveling
 FL0538.and adjusted by the National Geodetic Survey in June 1991..
 FL0538
 FL0538.The geoid height was determined by GEOID03.
 FL0538
 FL0538.The dynamic height is computed by dividing the NAVD 88
 FL0538.geopotential number by the normal gravity value computed on the
 FL0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0538.degrees latitude (g = 980.6199 gals.).
 FL0538
 FL0538.The modeled gravity was interpolated from observed gravity values.
 FL0538
 FL0538;                    North         East    Units  Estimated Accuracy
 FL0538;SPC TX N     - 1,167,580.      267,100.      MT  (+/- 180 meters Scaled)
 FL0538
 FL0538                          SUPERSEDED SURVEY CONTROL
 FL0538
 FL0538  NGVD 29 (??/??/92)  943.034  (m)         3093.94   (f) ADJ UNCH    2 0
 FL0538
 FL0538.Superseded values are not recommended for survey control.
 FL0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0538.See file dsdata.txt to determine how the superseded data were derived.
 FL0538
 FL0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE403308(NAD 83)
 FL0538_MARKER: DB = BENCH MARK DISK
 FL0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0538_STAMPING: M 547 1935
 FL0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0538+STABILITY: SURFACE MOTION
 FL0538
 FL0538  HISTORY     - Date     Condition        Report By
 FL0538  HISTORY     - 1935     MONUMENTED       CGS
 FL0538  HISTORY     - 1943     GOOD             NGS
 FL0538  HISTORY     - 1976     GOOD             NGS
 FL0538
 FL0538                          STATION DESCRIPTION
 FL0538
 FL0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0538'7.3 MI NE FROM LEFORS.
 FL0538'ABOUT 2.0 MILES EAST AND 5.3 MILES NORTH FROM THE POST OFFICE AT
 FL0538'LEFORS, GRAY COUNTY, ABOUT 154 FEET SOUTH OF RAILROAD BRIDGE 3-A,
 FL0538'164.0 FEET NORTH OF A CULVERT, 30.8 FEET EAST OF THE CENTER LINE OF
 FL0538'THE ROAD, 2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, PROJECTING
 FL0538'ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A REFERENCE
 FL0538'POST.
 FL0538
 FL0538                          STATION RECOVERY (1976)
 FL0538
 FL0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FL0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0539 ***********************************************************************
 FL0539  DESIGNATION -  M 547 RESET 1976
 FL0539  PID         -  FL0539
 FL0539  STATE/COUNTY-  TX/GRAY
 FL0539  USGS QUAD   -  HOOVER (1967)
 FL0539
 FL0539                         *CURRENT SURVEY CONTROL
 FL0539  ___________________________________________________________________
 FL0539* NAD 83(1986)-  35 30 29.     (N)    100 45 39.     (W)     SCALED    
 FL0539* NAVD 88     -       943.13   (+/-2cm)    3094.3    (feet)  VERTCON   
 FL0539  ___________________________________________________________________
 FL0539  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL0539
 FL0539  VERT ORDER  -  THIRD (See Below)
 FL0539
 FL0539.The horizontal coordinates were scaled from a topographic map and have
 FL0539.an estimated accuracy of +/- 6 seconds.
 FL0539
 FL0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0539.The vertical order pertains to the NGVD 29 superseded value.
 FL0539
 FL0539.The geoid height was determined by GEOID03.
 FL0539
 FL0539;                    North         East    Units  Estimated Accuracy
 FL0539;SPC TX N     - 1,167,550.      267,050.      MT  (+/- 180 meters Scaled)
 FL0539
 FL0539                          SUPERSEDED SURVEY CONTROL
 FL0539
 FL0539  NGVD 29 (01/29/03)  942.74   (m)         3093.0    (f) RESET       3  
 FL0539
 FL0539.Superseded values are not recommended for survey control.
 FL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0539.See file dsdata.txt to determine how the superseded data were derived.
 FL0539
 FL0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE403308(NAD 83)
 FL0539_MARKER: DB = BENCH MARK DISK
 FL0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0539_SP_SET: CULVERT
 FL0539_STAMPING: M 547 RESET 1976
 FL0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0539
 FL0539  HISTORY     - Date     Condition        Report By
 FL0539  HISTORY     - 1976     MONUMENTED       NGS
 FL0539
 FL0539                          STATION DESCRIPTION
 FL0539
 FL0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FL0539'6 MI NNE FROM LEFORS.
 FL0539'FROM LEFORES, GO EAST ON STATE HIGHWAY 273 FOR 1.5 MILES TO THE
 FL0539'JUNCTION OF FARM ROAD 1321.  TURN LEFT AND GO NORTHEASTERLY ON FARM
 FL0539'ROAD 1321 FOR 0.9 MILE TO JUNCTION OF FARM ROAD 1474.  TURN LEFT AND
 FL0539'GO NORTH ON FARM ROAD 1474 FOR 5.7 MILES TO MARK ON THE LEFT. STANDARD
 FL0539'BENCH MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT
 FL0539'PROJECTS ABOUT 6-INCHES AND ITS, 73 PACES SOUTH OF ROAD SURVEY STATION
 FL0539'NO. 150, ABOUT 150 FEET NORTH OF A CULVERT, 33 FEET WEST OF THE CENTER
 FL0539'OF ROAD, 1-FOOT SOUTH OF A METAL WITNESS POST, 0.6 FEET EAST OF THE
 FL0539'FENCE AND BETWEEN TWO BRACED FENCE-POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0103 ***********************************************************************
 FL0103  DESIGNATION -  M 548
 FL0103  PID         -  FL0103
 FL0103  STATE/COUNTY-  TX/WHEELER
 FL0103  USGS QUAD   -  MOBEETIE (1963)
 FL0103
 FL0103                         *CURRENT SURVEY CONTROL
 FL0103  ___________________________________________________________________
 FL0103* NAD 83(1986)-  35 32 16.     (N)    100 26 16.     (W)     SCALED    
 FL0103* NAVD 88     -       818.904  (meters)    2686.69   (feet)  ADJUSTED  
 FL0103  ___________________________________________________________________
 FL0103  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FL0103  DYNAMIC HT  -         818.017 (meters)    2683.78  (feet)  COMP
 FL0103  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 FL0103
 FL0103  VERT ORDER  -  SECOND    CLASS 0
 FL0103
 FL0103.The horizontal coordinates were scaled from a topographic map and have
 FL0103.an estimated accuracy of +/- 6 seconds.
 FL0103
 FL0103.The orthometric height was determined by differential leveling
 FL0103.and adjusted by the National Geodetic Survey in June 1991..
 FL0103
 FL0103.The geoid height was determined by GEOID03.
 FL0103
 FL0103.The dynamic height is computed by dividing the NAVD 88
 FL0103.geopotential number by the normal gravity value computed on the
 FL0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0103.degrees latitude (g = 980.6199 gals.).
 FL0103
 FL0103.The modeled gravity was interpolated from observed gravity values.
 FL0103
 FL0103;                    North         East    Units  Estimated Accuracy
 FL0103;SPC TX N     - 1,171,110.      296,320.      MT  (+/- 180 meters Scaled)
 FL0103
 FL0103                          SUPERSEDED SURVEY CONTROL
 FL0103
 FL0103  NGVD 29 (??/??/92)  818.560  (m)         2685.56   (f) ADJ UNCH    2 0
 FL0103
 FL0103.Superseded values are not recommended for survey control.
 FL0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0103.See file dsdata.txt to determine how the superseded data were derived.
 FL0103
 FL0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE696336(NAD 83)
 FL0103_MARKER: DB = BENCH MARK DISK
 FL0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0103_STAMPING: M 548 1935
 FL0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0103+STABILITY: SURFACE MOTION
 FL0103
 FL0103  HISTORY     - Date     Condition        Report By
 FL0103  HISTORY     - 1935     MONUMENTED       CGS
 FL0103
 FL0103                          STATION DESCRIPTION
 FL0103
 FL0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0103'IN MOBEETIE.
 FL0103'IN MOBEETIE, NEAR THE A.T. AND S.F. DEPOT.  32.0 FEET SOUTH OF SOUTH
 FL0103'RAIL, 9.8 FEET EAST OF CENTERLINE OF ENTRANCE TO WHITE WATING ROOM,
 FL0103'AND 1.6 FEET NORTH OF NORTH FACE OF DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0903 ***********************************************************************
 AB0903  DESIGNATION -  M 55
 AB0903  PID         -  AB0903
 AB0903  STATE/COUNTY-  TX/CAMERON
 AB0903  USGS QUAD   -  SANTA MARIA (1970)
 AB0903
 AB0903                         *CURRENT SURVEY CONTROL
 AB0903  ___________________________________________________________________
 AB0903* NAD 83(1986)-  26 03 32.     (N)    097 46 43.     (W)     SCALED    
 AB0903* NAVD 88     -        17.796  (meters)      58.39   (feet)  ADJUSTED  
 AB0903  ___________________________________________________________________
 AB0903  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AB0903  DYNAMIC HT  -          17.767 (meters)      58.29  (feet)  COMP
 AB0903  MODELED GRAV-     979,016.8   (mgal)                       NAVD 88
 AB0903
 AB0903  VERT ORDER  -  SECOND    CLASS 0
 AB0903
 AB0903.The horizontal coordinates were scaled from a topographic map and have
 AB0903.an estimated accuracy of +/- 6 seconds.
 AB0903
 AB0903.The orthometric height was determined by differential leveling
 AB0903.and adjusted by the National Geodetic Survey in June 1991..
 AB0903
 AB0903.The geoid height was determined by GEOID03.
 AB0903
 AB0903.The dynamic height is computed by dividing the NAVD 88
 AB0903.geopotential number by the normal gravity value computed on the
 AB0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0903.degrees latitude (g = 980.6199 gals.).
 AB0903
 AB0903.The modeled gravity was interpolated from observed gravity values.
 AB0903
 AB0903;                    North         East    Units  Estimated Accuracy
 AB0903;SPC TX S     - 5,043,660.      372,190.      MT  (+/- 180 meters Scaled)
 AB0903
 AB0903                          SUPERSEDED SURVEY CONTROL
 AB0903
 AB0903  NGVD 29 (??/??/92)   17.902  (m)           58.73   (f) ADJ UNCH    2 0
 AB0903
 AB0903.Superseded values are not recommended for survey control.
 AB0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0903.See file dsdata.txt to determine how the superseded data were derived.
 AB0903
 AB0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP221827(NAD 83)
 AB0903_MARKER: DD = SURVEY DISK
 AB0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0903_SP_SET: CULVERT
 AB0903_STAMPING: M 55 58.59
 AB0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0903
 AB0903  HISTORY     - Date     Condition        Report By
 AB0903  HISTORY     - UNK      MONUMENTED
 AB0903  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0903
 AB0903                          STATION DESCRIPTION
 AB0903
 AB0903'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0903'5.1 MI W FROM LANDRUM.
 AB0903'5.1 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0903'LANDRUM, CAMERON COUNTY, 0.3 MILE EAST OF A ROADSIDE PARK, AT A 3- BY
 AB0903'3-FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE
 AB0903'TOP OF THE SOUTH HEADWALL, 18.5 FEET SOUTH OF THE CENTERLINE OF THE
 AB0903'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0467 ***********************************************************************
 FL0467  DESIGNATION -  M 550 RESET 1968
 FL0467  PID         -  FL0467
 FL0467  STATE/COUNTY-  TX/GRAY
 FL0467  USGS QUAD   -  POND CREEK (1976)
 FL0467
 FL0467                         *CURRENT SURVEY CONTROL
 FL0467  ___________________________________________________________________
 FL0467* NAD 83(1986)-  35 29 18.     (N)    100 35 33.     (W)     SCALED    
 FL0467* NAVD 88     -       896.03   (meters)    2939.7    (feet)  RESET     
 FL0467  ___________________________________________________________________
 FL0467  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL0467
 FL0467  VERT ORDER  -  THIRD
 FL0467
 FL0467.The horizontal coordinates were scaled from a topographic map and have
 FL0467.an estimated accuracy of +/- 6 seconds.
 FL0467
 FL0467.The orthometric height was computed from unverified reset data.
 FL0467
 FL0467.The geoid height was determined by GEOID03.
 FL0467
 FL0467;                    North         East    Units  Estimated Accuracy
 FL0467;SPC TX N     - 1,165,490.      282,340.      MT  (+/- 180 meters Scaled)
 FL0467
 FL0467                          SUPERSEDED SURVEY CONTROL
 FL0467
 FL0467.No superseded survey control is available for this station.
 FL0467
 FL0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE555283(NAD 83)
 FL0467_MARKER: DB = BENCH MARK DISK
 FL0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0467_STAMPING: M 550 RESET 1968
 FL0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0467+STABILITY: SURFACE MOTION
 FL0467
 FL0467  HISTORY     - Date     Condition        Report By
 FL0467  HISTORY     - 1968     MONUMENTED       CGS
 FL0467
 FL0467                          STATION DESCRIPTION
 FL0467
 FL0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FL0467'5.0 MI SE FROM LAKETON.
 FL0467'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF F.M.
 FL0467'HIGHWAY 748 AT LAKETON, THENCE 2.0 MILES SOUTH ALONG F. M. ROAD 2857
 FL0467'TO SITE OF BENCH MARK, 82 FEET EAST OF THE CENTER LINE OF ROAD 2857,
 FL0467'22 FEET SOUTH OF THE CENTER OF A GRADED ROAD LEADING EAST, 6 FEET EAST
 FL0467'OF A CORNER FENCE POST, 1 FOOT SOUTH OF AN EAST-WEST FENCE, 1 FOOT
 FL0467'WEST OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION
 FL0467'294 + 64.  A C AND GS BENCH MARK DISK SET IN A 10 X 10 IN. CONCRETE
 FL0467'POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0933 ***********************************************************************
 FL0933  DESIGNATION -  M 551
 FL0933  PID         -  FL0933
 FL0933  STATE/COUNTY-  TX/GRAY
 FL0933  USGS QUAD   -  KINGSMILL (1966)
 FL0933
 FL0933                         *CURRENT SURVEY CONTROL
 FL0933  ___________________________________________________________________
 FL0933* NAD 83(1986)-  35 24 53.     (N)    101 03 44.     (W)     SCALED    
 FL0933* NAVD 88     -      1004.530  (meters)    3295.70   (feet)  ADJUSTED  
 FL0933  ___________________________________________________________________
 FL0933  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FL0933  DYNAMIC HT  -        1003.406 (meters)    3292.01  (feet)  COMP
 FL0933  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 FL0933
 FL0933  VERT ORDER  -  SECOND    CLASS 0
 FL0933
 FL0933.The horizontal coordinates were scaled from a topographic map and have
 FL0933.an estimated accuracy of +/- 6 seconds.
 FL0933
 FL0933.The orthometric height was determined by differential leveling
 FL0933.and adjusted by the National Geodetic Survey in June 1991..
 FL0933
 FL0933.The geoid height was determined by GEOID03.
 FL0933
 FL0933.The dynamic height is computed by dividing the NAVD 88
 FL0933.geopotential number by the normal gravity value computed on the
 FL0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0933.degrees latitude (g = 980.6199 gals.).
 FL0933
 FL0933.The modeled gravity was interpolated from observed gravity values.
 FL0933
 FL0933;                    North         East    Units  Estimated Accuracy
 FL0933;SPC TX N     - 1,157,030.      239,760.      MT  (+/- 180 meters Scaled)
 FL0933
 FL0933                          SUPERSEDED SURVEY CONTROL
 FL0933
 FL0933  NGVD 29 (??/??/92) 1004.100  (m)         3294.28   (f) ADJ UNCH    2 0
 FL0933
 FL0933.Superseded values are not recommended for survey control.
 FL0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0933.See file dsdata.txt to determine how the superseded data were derived.
 FL0933
 FL0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE127209(NAD 83)
 FL0933_MARKER: DB = BENCH MARK DISK
 FL0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0933_STAMPING: M 551 1935
 FL0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0933+STABILITY: SURFACE MOTION
 FL0933
 FL0933  HISTORY     - Date     Condition        Report By
 FL0933  HISTORY     - 1935     MONUMENTED       CGS
 FL0933
 FL0933                          STATION DESCRIPTION
 FL0933
 FL0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0933'0.2 MI E FROM KINGS MILL.
 FL0933'0.2 MILE EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT KINGS MILL,
 FL0933'GRAY COUNTY, 4.6 MILES SOUTH ALONG ANOTHER GRADED ROAD, 78 YARDS SOUTH
 FL0933'OF THE CENTER OF A ROAD INTERSECTION, 34 YARDS SOUTHEAST OF THE
 FL0933'SOUTHEAST CORNER OF THE BELL SCHOOL, 27.6 FEET WEST OF THE CENTERLINE
 FL0933'OF THE NORTH-AND-SOUTH ROAD, AND 4.1 FEET NORTH OF A FENCE CORNER.  A
 FL0933'STANDARD DISK, STAMPED M 551 1935 AND SET IN THE TOP OF A CONCRETE
 FL0933'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0927 ***********************************************************************
 FL0927  DESIGNATION -  M 552
 FL0927  PID         -  FL0927
 FL0927  STATE/COUNTY-  TX/CARSON
 FL0927  USGS QUAD   -  WHITE DEER (1965)
 FL0927
 FL0927                         *CURRENT SURVEY CONTROL
 FL0927  ___________________________________________________________________
 FL0927* NAD 83(1986)-  35 27 25.     (N)    101 10 57.     (W)     SCALED    
 FL0927* NAVD 88     -      1024.884  (meters)    3362.47   (feet)  ADJUSTED  
 FL0927  ___________________________________________________________________
 FL0927  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0927  DYNAMIC HT  -        1023.727 (meters)    3358.68  (feet)  COMP
 FL0927  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 FL0927
 FL0927  VERT ORDER  -  SECOND    CLASS 0
 FL0927
 FL0927.The horizontal coordinates were scaled from a topographic map and have
 FL0927.an estimated accuracy of +/- 6 seconds.
 FL0927
 FL0927.The orthometric height was determined by differential leveling
 FL0927.and adjusted by the National Geodetic Survey in June 1991..
 FL0927
 FL0927.The geoid height was determined by GEOID03.
 FL0927
 FL0927.The dynamic height is computed by dividing the NAVD 88
 FL0927.geopotential number by the normal gravity value computed on the
 FL0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0927.degrees latitude (g = 980.6199 gals.).
 FL0927
 FL0927.The modeled gravity was interpolated from observed gravity values.
 FL0927
 FL0927;                    North         East    Units  Estimated Accuracy
 FL0927;SPC TX N     - 1,161,680.      228,820.      MT  (+/- 180 meters Scaled)
 FL0927
 FL0927                          SUPERSEDED SURVEY CONTROL
 FL0927
 FL0927  NGVD 29 (??/??/92) 1024.433  (m)         3360.99   (f) ADJ UNCH    2 0
 FL0927
 FL0927.Superseded values are not recommended for survey control.
 FL0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0927.See file dsdata.txt to determine how the superseded data were derived.
 FL0927
 FL0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE019259(NAD 83)
 FL0927_MARKER: DB = BENCH MARK DISK
 FL0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0927_STAMPING: M 552 1935
 FL0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0927+STABILITY: SURFACE MOTION
 FL0927
 FL0927  HISTORY     - Date     Condition        Report By
 FL0927  HISTORY     - 1935     MONUMENTED       CGS
 FL0927  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0927
 FL0927                          STATION DESCRIPTION
 FL0927
 FL0927'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0927'2.3 MI N FROM WHITE DEER.
 FL0927'2.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0927'STATION AT WHITE DEER, CARSON COUNTY, 24-1/2 RAILS NORTH OF MILEPOST
 FL0927'2, AT A ROAD CROSSING, 61.6 FEET SOUTHWEST OF THE CENTER OF THE
 FL0927'CROSSING, 43.2 FEET WEST OF THE WEST RAIL, 39.6 FEET SOUTH OF THE
 FL0927'CENTERLINE OF THE ROAD, AND 8.4 FEET EAST OF THE RIGHT-OF-WAY FENCE. A
 FL0927'STANDARD DISK, STAMPED M 552 1935 AND SET IN THE TOP OF A CONCRETE
 FL0927'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0412 ***********************************************************************
 FL0412  DESIGNATION -  M 553
 FL0412  PID         -  FL0412
 FL0412  STATE/COUNTY-  TX/GRAY
 FL0412  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0412
 FL0412                         *CURRENT SURVEY CONTROL
 FL0412  ___________________________________________________________________
 FL0412* NAD 83(1986)-  35 21 00.     (N)    100 41 54.     (W)     SCALED    
 FL0412* NAVD 88     -       880.827  (meters)    2889.85   (feet)  ADJUSTED  
 FL0412  ___________________________________________________________________
 FL0412  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL0412  DYNAMIC HT  -         879.892 (meters)    2886.78  (feet)  COMP
 FL0412  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 FL0412
 FL0412  VERT ORDER  -  SECOND    CLASS 0
 FL0412
 FL0412.The horizontal coordinates were scaled from a topographic map and have
 FL0412.an estimated accuracy of +/- 6 seconds.
 FL0412
 FL0412.The orthometric height was determined by differential leveling
 FL0412.and adjusted by the National Geodetic Survey in June 1991..
 FL0412
 FL0412.The geoid height was determined by GEOID03.
 FL0412
 FL0412.The dynamic height is computed by dividing the NAVD 88
 FL0412.geopotential number by the normal gravity value computed on the
 FL0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0412.degrees latitude (g = 980.6199 gals.).
 FL0412
 FL0412.The modeled gravity was interpolated from observed gravity values.
 FL0412
 FL0412;                    North         East    Units  Estimated Accuracy
 FL0412;SPC TX N     - 1,150,060.      272,860.      MT  (+/- 180 meters Scaled)
 FL0412
 FL0412                          SUPERSEDED SURVEY CONTROL
 FL0412
 FL0412  NGVD 29 (??/??/92)  880.484  (m)         2888.72   (f) ADJ UNCH    2 0
 FL0412
 FL0412.Superseded values are not recommended for survey control.
 FL0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0412.See file dsdata.txt to determine how the superseded data were derived.
 FL0412
 FL0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE456131(NAD 83)
 FL0412_MARKER: DB = BENCH MARK DISK
 FL0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0412_STAMPING: M 553 1935
 FL0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0412+STABILITY: SURFACE MOTION
 FL0412
 FL0412  HISTORY     - Date     Condition        Report By
 FL0412  HISTORY     - 1935     MONUMENTED       CGS
 FL0412  HISTORY     - 1962     MARK NOT FOUND   NGS
 FL0412
 FL0412                          STATION DESCRIPTION
 FL0412
 FL0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FL0412'9.3 MI SE FROM LEFORS.
 FL0412'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 273 FROM THE POST OFFICE AT
 FL0412'LEFORS, THENCE ABOUT 2 MILES SOUTH ALONG THE ALANREED ROAD.  0.4 MILE
 FL0412'NORTH OF A ROAD INTERSECTION, 0.3 MILE NORTHEAST OF A SMALL RANCH
 FL0412'HOUSE, AT THE TOP OF A SMALL SANDY HILL, 24 FEET EAST OF THE
 FL0412'CENTERLINE OF THE ROAD, 1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND
 FL0412'OPPOSITE AN EAST-AND- WEST FENCE.  A STANDARD DISK, STAMPED M 553 1935
 FL0412'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ASSUMED TO HAVE BEEN
 FL0412'DESTROYED WHEN ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0279 ***********************************************************************
 FL0279  DESIGNATION -  M 554
 FL0279  PID         -  FL0279
 FL0279  STATE/COUNTY-  TX/WHEELER
 FL0279  USGS QUAD   -  WHEELER SE (1976)
 FL0279
 FL0279                         *CURRENT SURVEY CONTROL
 FL0279  ___________________________________________________________________
 FL0279* NAD 83(1986)-  35 15 53.     (N)    100 20 34.     (W)     SCALED    
 FL0279* NAVD 88     -       738.774  (meters)    2423.79   (feet)  ADJUSTED  
 FL0279  ___________________________________________________________________
 FL0279  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL0279  DYNAMIC HT  -         738.002 (meters)    2421.26  (feet)  COMP
 FL0279  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 FL0279
 FL0279  VERT ORDER  -  SECOND    CLASS 0
 FL0279
 FL0279.The horizontal coordinates were scaled from a topographic map and have
 FL0279.an estimated accuracy of +/- 6 seconds.
 FL0279
 FL0279.The orthometric height was determined by differential leveling
 FL0279.and adjusted by the National Geodetic Survey in June 1991..
 FL0279
 FL0279.The geoid height was determined by GEOID03.
 FL0279
 FL0279.The dynamic height is computed by dividing the NAVD 88
 FL0279.geopotential number by the normal gravity value computed on the
 FL0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0279.degrees latitude (g = 980.6199 gals.).
 FL0279
 FL0279.The modeled gravity was interpolated from observed gravity values.
 FL0279
 FL0279;                    North         East    Units  Estimated Accuracy
 FL0279;SPC TX N     - 1,140,920.      305,290.      MT  (+/- 180 meters Scaled)
 FL0279
 FL0279                          SUPERSEDED SURVEY CONTROL
 FL0279
 FL0279  NGVD 29 (??/??/92)  738.486  (m)         2422.85   (f) ADJ UNCH    2 0
 FL0279
 FL0279.Superseded values are not recommended for survey control.
 FL0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0279.See file dsdata.txt to determine how the superseded data were derived.
 FL0279
 FL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE778032(NAD 83)
 FL0279_MARKER: DB = BENCH MARK DISK
 FL0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0279_STAMPING: M 554 1935
 FL0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0279+STABILITY: SURFACE MOTION
 FL0279
 FL0279  HISTORY     - Date     Condition        Report By
 FL0279  HISTORY     - 1935     MONUMENTED       CGS
 FL0279  HISTORY     - 1959     GOOD             NGS
 FL0279
 FL0279                          STATION DESCRIPTION
 FL0279
 FL0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0279'2.7 MI N FROM LELA.
 FL0279'2.7 MILES NORTH OF POST OFFICE ALONG GRADED ROAD.  0.3 MILE SOUTH OF T
 FL0279'ROAD INTERSECTION, ON SHORT HILL.  235 FEET SOUTH OF T FENCE
 FL0279'INTERSECTION, 25.6 FEET NORTH OF CENTERLINE OF ROAD, AND 2.7 FEET
 FL0279'NORTH OF RIGHT OF WAY FENCE.
 FL0279
 FL0279                          STATION RECOVERY (1959)
 FL0279
 FL0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FL0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2130 ***********************************************************************
 AB2130  DESIGNATION -  M 554 RESET
 AB2130  PID         -  AB2130
 AB2130  STATE/COUNTY-  TX/WHEELER
 AB2130  USGS QUAD   -  WHEELER SE (1976)
 AB2130
 AB2130                         *CURRENT SURVEY CONTROL
 AB2130  ___________________________________________________________________
 AB2130* NAD 83(1986)-  35 15 53.     (N)    100 20 34.     (W)     SCALED    
 AB2130* NAVD 88     -       739.62   (meters)    2426.6    (feet)  RESET     
 AB2130  ___________________________________________________________________
 AB2130  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AB2130
 AB2130  VERT ORDER  -  THIRD
 AB2130
 AB2130.The horizontal coordinates were scaled from a topographic map and have
 AB2130.an estimated accuracy of +/- 6 seconds.
 AB2130
 AB2130.The orthometric height was computed from unverified reset data.
 AB2130
 AB2130.The geoid height was determined by GEOID03.
 AB2130
 AB2130;                    North         East    Units  Estimated Accuracy
 AB2130;SPC TX N     - 1,140,920.      305,290.      MT  (+/- 180 meters Scaled)
 AB2130
 AB2130                          SUPERSEDED SURVEY CONTROL
 AB2130
 AB2130.No superseded survey control is available for this station.
 AB2130
 AB2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE778032(NAD 83)
 AB2130_MARKER: DB = BENCH MARK DISK
 AB2130_SETTING: 0 = UNSPECIFIED SETTING
 AB2130_STAMPING: M 554 RESET 1959
 AB2130_MARK LOGO: CGS   
 AB2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2130
 AB2130  HISTORY     - Date     Condition        Report By
 AB2130  HISTORY     - 1959     MONUMENTED       TXHD
 AB2130
 AB2130                          STATION DESCRIPTION
 AB2130
 AB2130'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959 (LCD)
 AB2130'2.7 MILES (4.3 KM) NORTH ALONG FARM TO MARKET HIGHWAY NO 1547 FROM
 AB2130'POST OFFICE IN LELA, 0.3 MILE (0.5 KM) SOUTH OF A ROAD LEADING WEST,
 AB2130'ON SUMMIT OF HILL 16 FEET (4.9 M) SOUTH AND 4 FEET (1.2 M) WEST OF A
 AB2130'ELECTRIC POLE, 51.5 FEET (15.7 M) EAST OF CENTERLINE OF FARM TO MARKET
 AB2130'HIGHWAY NO 1547.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0280 ***********************************************************************
 FL0280  DESIGNATION -  M 554 RESET 1943
 FL0280  PID         -  FL0280
 FL0280  STATE/COUNTY-  TX/WHEELER
 FL0280  USGS QUAD   -  WHEELER SE (1976)
 FL0280
 FL0280                         *CURRENT SURVEY CONTROL
 FL0280  ___________________________________________________________________
 FL0280* NAD 83(1986)-  35 15 53.     (N)    100 20 34.     (W)     SCALED    
 FL0280* NAVD 88     -       740.099  (meters)    2428.14   (feet)  ADJUSTED  
 FL0280  ___________________________________________________________________
 FL0280  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL0280  DYNAMIC HT  -         739.326 (meters)    2425.61  (feet)  COMP
 FL0280  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 FL0280
 FL0280  VERT ORDER  -  SECOND    CLASS 0
 FL0280
 FL0280.The horizontal coordinates were scaled from a topographic map and have
 FL0280.an estimated accuracy of +/- 6 seconds.
 FL0280
 FL0280.The orthometric height was determined by differential leveling
 FL0280.and adjusted by the National Geodetic Survey in June 1991..
 FL0280
 FL0280.The geoid height was determined by GEOID03.
 FL0280
 FL0280.The dynamic height is computed by dividing the NAVD 88
 FL0280.geopotential number by the normal gravity value computed on the
 FL0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0280.degrees latitude (g = 980.6199 gals.).
 FL0280
 FL0280.The modeled gravity was interpolated from observed gravity values.
 FL0280
 FL0280;                    North         East    Units  Estimated Accuracy
 FL0280;SPC TX N     - 1,140,920.      305,290.      MT  (+/- 180 meters Scaled)
 FL0280
 FL0280                          SUPERSEDED SURVEY CONTROL
 FL0280
 FL0280  NGVD 29 (??/??/92)  739.80   (m)         2427.2    (f) COMPUTED    2 0
 FL0280
 FL0280.Superseded values are not recommended for survey control.
 FL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0280.See file dsdata.txt to determine how the superseded data were derived.
 FL0280
 FL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE778032(NAD 83)
 FL0280_MARKER: DB = BENCH MARK DISK
 FL0280_SETTING: 0 = UNSPECIFIED SETTING
 FL0280_STAMPING: M 554 1935 RESET 1943
 FL0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0280
 FL0280  HISTORY     - Date     Condition        Report By
 FL0280  HISTORY     - 1943     MONUMENTED       TXHD
 FL0280  HISTORY     - 1959     GOOD             NGS
 FL0280
 FL0280                          STATION DESCRIPTION
 FL0280
 FL0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FL0280'2.7 MI N FROM LELA.
 FL0280'THIS MARK IS LOCATED 2.7 MILES NORTH ALONG FARM-TO-MARKET HIGHWAY NO.
 FL0280'1547 FROM THE POST OFFICE AT LELA, 0.3 MILE SOUTH OF A ROAD LEADING
 FL0280'WEST ON SUMMIT OF HILL, 16 FEET SOUTH AND 4 FEET WEST OF AN ELECTRIC
 FL0280'POLE, 51.5 FEET EAST OF THE CENTERLINE OF THE FARM-TO-MARKET HIGHWAY
 FL0280'NO. 1547.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1295 ***********************************************************************
 BL1295  DESIGNATION -  M 555
 BL1295  PID         -  BL1295
 BL1295  STATE/COUNTY-  TX/MONTGOMERY
 BL1295  USGS QUAD   -  CONROE (1976)
 BL1295
 BL1295                         *CURRENT SURVEY CONTROL
 BL1295  ___________________________________________________________________
 BL1295* NAD 83(1986)-  30 18 57.     (N)    095 26 26.     (W)     SCALED    
 BL1295* NAVD 88     -        55.78   (+/-2cm)     183.0    (feet)  VERTCON   
 BL1295  ___________________________________________________________________
 BL1295  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1295
 BL1295  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1295
 BL1295.The horizontal coordinates were scaled from a topographic map and have
 BL1295.an estimated accuracy of +/- 6 seconds.
 BL1295
 BL1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1295.The vertical order pertains to the NGVD 29 superseded value.
 BL1295
 BL1295.The geoid height was determined by GEOID03.
 BL1295
 BL1295;                    North         East    Units  Estimated Accuracy
 BL1295;SPC TX C     - 3,082,310.    1,170,410.      MT  (+/- 180 meters Scaled)
 BL1295
 BL1295                          SUPERSEDED SURVEY CONTROL
 BL1295
 BL1295  NGVD 29 (??/??/92)   55.786  (m)          183.02   (f) ADJ UNCH    1 1
 BL1295
 BL1295.Superseded values are not recommended for survey control.
 BL1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1295.See file dsdata.txt to determine how the superseded data were derived.
 BL1295
 BL1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP653563(NAD 83)
 BL1295_MARKER: DB = BENCH MARK DISK
 BL1295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1295_SP_SET: BRIDGE
 BL1295_STAMPING: M 555 1947
 BL1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1295
 BL1295  HISTORY     - Date     Condition        Report By
 BL1295  HISTORY     - 1947     MONUMENTED       CGS
 BL1295  HISTORY     - 1960     GOOD             NGS
 BL1295  HISTORY     - 1978     GOOD             NGS
 BL1295  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1295
 BL1295                          STATION DESCRIPTION
 BL1295
 BL1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL1295'1.05 MI NE FROM CONROE.
 BL1295'ABOUT 0.15 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL1295'STATION AT CONROE, THENCE 0.9 MILE EAST-NORTHEAST ALONG STATE HIGHWAY
 BL1295'105, 0.2 MILE EAST-NORTHEAST OF THE JUNCTION WITH FARM ROAD 1484, IN
 BL1295'THE TOP AT THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE CONCRETE
 BL1295'BRIDGE OVER STEWARTS CREEK, 19 FEET SOUTHEAST OF THE CENTER LINE OF
 BL1295'THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BL1295
 BL1295                          STATION RECOVERY (1978)
 BL1295
 BL1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1295'RECOVERED IN GOOD CONDITION.
 BL1295
 BL1295                          STATION RECOVERY (1987)
 BL1295
 BL1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1295'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0724 ***********************************************************************
 BY0724  DESIGNATION -  M 556
 BY0724  PID         -  BY0724
 BY0724  STATE/COUNTY-  TX/TRINITY
 BY0724  USGS QUAD   -  WELLS SW (1980)
 BY0724
 BY0724                         *CURRENT SURVEY CONTROL
 BY0724  ___________________________________________________________________
 BY0724* NAD 83(1986)-  31 19 15.     (N)    094 59 36.     (W)     SCALED    
 BY0724* NAVD 88     -        90.21   (+/-2cm)     296.0    (feet)  VERTCON   
 BY0724  ___________________________________________________________________
 BY0724  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY0724
 BY0724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0724
 BY0724.The horizontal coordinates were scaled from a topographic map and have
 BY0724.an estimated accuracy of +/- 6 seconds.
 BY0724
 BY0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0724.The vertical order pertains to the NGVD 29 superseded value.
 BY0724
 BY0724.The geoid height was determined by GEOID03.
 BY0724
 BY0724;                    North         East    Units  Estimated Accuracy
 BY0724;SPC TX C     - 3,195,570.    1,208,030.      MT  (+/- 180 meters Scaled)
 BY0724
 BY0724                          SUPERSEDED SURVEY CONTROL
 BY0724
 BY0724  NGVD 29 (??/??/92)   90.253  (m)          296.11   (f) ADJ UNCH    2 0
 BY0724
 BY0724.Superseded values are not recommended for survey control.
 BY0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0724.See file dsdata.txt to determine how the superseded data were derived.
 BY0724
 BY0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ103668(NAD 83)
 BY0724_MARKER: DB = BENCH MARK DISK
 BY0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0724_STAMPING: M 556 1947
 BY0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0724+STABILITY: SURFACE MOTION
 BY0724
 BY0724  HISTORY     - Date     Condition        Report By
 BY0724  HISTORY     - 1947     MONUMENTED       CGS
 BY0724
 BY0724                          STATION DESCRIPTION
 BY0724
 BY0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0724'7.2 MI N FROM APPLE SPRINGS.
 BY0724'0.1 MILE WEST ALONG STATE HIGHWAY NO.94 FROM THE POST OFFICE AT APPLE
 BY0724'SPRINGS, THENCE NORTH 6.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTH
 BY0724'0.5 MILE ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY NO.11, 0.5 MILE
 BY0724'NORTH OF THE INTERSECTION OF DAVY CROCKETT NATIONAL FOREST HIGHWAYS
 BY0724'NO.11 AND NO.27, ON TOP OF A SMALL HILL, 52.0 FEET NORTH OF THE CENTER
 BY0724'LINE OF A WOODS ROAD LEADING WEST, 30.0 FEET WEST OF AND ABOUT LEVEL
 BY0724'WITH THE CENTER LINE OF THE HIGHWAY, 10.0 FEET SOUTHEAST OF A 14 INCH
 BY0724'PINE TREE, 1.5 FEET SOUTH OF A 4 X 4 IN. WITNESS POST, SET IN THE TOP
 BY0724'OF A CONCRETE POST WHICH PROJECTS ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1424 ***********************************************************************
 BY1424  DESIGNATION -  M 557
 BY1424  PID         -  BY1424
 BY1424  STATE/COUNTY-  TX/HOUSTON
 BY1424  USGS QUAD   -  KENNARD NE (1950)
 BY1424
 BY1424                         *CURRENT SURVEY CONTROL
 BY1424  ___________________________________________________________________
 BY1424* NAD 83(1986)-  31 24 19.     (N)    095 06 12.     (W)     SCALED    
 BY1424* NAVD 88     -       119.03   (+/-2cm)     390.5    (feet)  VERTCON   
 BY1424  ___________________________________________________________________
 BY1424  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1424
 BY1424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1424
 BY1424.The horizontal coordinates were scaled from a topographic map and have
 BY1424.an estimated accuracy of +/- 6 seconds.
 BY1424
 BY1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1424.The vertical order pertains to the NGVD 29 superseded value.
 BY1424
 BY1424.The geoid height was determined by GEOID03.
 BY1424
 BY1424;                    North         East    Units  Estimated Accuracy
 BY1424;SPC TX C     - 3,204,420.    1,197,130.      MT  (+/- 180 meters Scaled)
 BY1424
 BY1424                          SUPERSEDED SURVEY CONTROL
 BY1424
 BY1424  NGVD 29 (??/??/92)  119.064  (m)          390.63   (f) ADJ UNCH    2 0
 BY1424
 BY1424.Superseded values are not recommended for survey control.
 BY1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1424.See file dsdata.txt to determine how the superseded data were derived.
 BY1424
 BY1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ000764(NAD 83)
 BY1424_MARKER: DB = BENCH MARK DISK
 BY1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1424_STAMPING: M 557 1948
 BY1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1424+STABILITY: SURFACE MOTION
 BY1424
 BY1424  HISTORY     - Date     Condition        Report By
 BY1424  HISTORY     - 1948     MONUMENTED       CGS
 BY1424
 BY1424                          STATION DESCRIPTION
 BY1424
 BY1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1424'2.4 MI NE FROM RATCLIFF.
 BY1424'0.2 MILE EAST ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 BY1424'RATCLIFF, THENCE 2.2 MILES NORTHEAST ALONG THE WELLS-RATCLIFF ROAD,
 BY1424'125.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 84.2 FEET
 BY1424'SOUTHWEST OF A 12-INCH CEDAR TREE (TREE IS AT THE SOUTHEAST EDGE OF A
 BY1424'FARMYARD--NOW ABANDONED), 40.0 FEET NORTHEAST OF THE CENTER LINE OF A
 BY1424'TRAIL LEADING NORTHWEST, 35.0 FEET SOUTH OF A FENCE, 1.2 FEET
 BY1424'SOUTHWEST OF A REFERENCE POST, SET MIDWAY BETWEEN TWO 14-INCH OAK
 BY1424'TREES, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 BY1424'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0781 ***********************************************************************
 BY0781  DESIGNATION -  M 558
 BY0781  PID         -  BY0781
 BY0781  STATE/COUNTY-  TX/TRINITY
 BY0781  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0781
 BY0781                         *CURRENT SURVEY CONTROL
 BY0781  ___________________________________________________________________
 BY0781* NAD 83(1986)-  31 10 24.     (N)    094 58 07.     (W)     SCALED    
 BY0781* NAVD 88     -        90.92   (+/-2cm)     298.3    (feet)  VERTCON   
 BY0781  ___________________________________________________________________
 BY0781  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY0781
 BY0781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0781
 BY0781.The horizontal coordinates were scaled from a topographic map and have
 BY0781.an estimated accuracy of +/- 6 seconds.
 BY0781
 BY0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0781.The vertical order pertains to the NGVD 29 superseded value.
 BY0781
 BY0781.The geoid height was determined by GEOID03.
 BY0781
 BY0781;                    North         East    Units  Estimated Accuracy
 BY0781;SPC TX C     - 3,179,350.    1,211,170.      MT  (+/- 180 meters Scaled)
 BY0781
 BY0781                          SUPERSEDED SURVEY CONTROL
 BY0781
 BY0781  NGVD 29 (??/??/92)   90.953  (m)          298.40   (f) ADJ UNCH    2 0
 BY0781
 BY0781.Superseded values are not recommended for survey control.
 BY0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0781.See file dsdata.txt to determine how the superseded data were derived.
 BY0781
 BY0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ123504(NAD 83)
 BY0781_MARKER: DB = BENCH MARK DISK
 BY0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0781_STAMPING: M 558 1948
 BY0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0781+STABILITY: SURFACE MOTION
 BY0781
 BY0781  HISTORY     - Date     Condition        Report By
 BY0781  HISTORY     - 1948     MONUMENTED       CGS
 BY0781
 BY0781                          STATION DESCRIPTION
 BY0781
 BY0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0781'10.1 MI SE FROM APPLE SPRINGS.
 BY0781'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY0781'LODGE AT APPLE SPRINGS, THENCE 4.5 MILES EAST ALONG A GRADED DIRT
 BY0781'ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, 143.0 FEET
 BY0781'EAST OF THE EAST CORNER OF A FARMHOUSE, 90.0 FEET SOUTHWEST OF THE
 BY0781'CENTER LINE OF THE ROAD, 33.6 FEET NORTH OF THE NORTH EDGE OF AN OPEN
 BY0781'TOP WELL, 7.3 FEET NORTH OF THE MOST EASTERLY ONE OF TWIN 18-INCH OAK
 BY0781'TREES, 1.9 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 BY0781'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0804 ***********************************************************************
 BY0804  DESIGNATION -  M 559
 BY0804  PID         -  BY0804
 BY0804  STATE/COUNTY-  TX/TRINITY
 BY0804  USGS QUAD   -  TREVAT (1980)
 BY0804
 BY0804                         *CURRENT SURVEY CONTROL
 BY0804  ___________________________________________________________________
 BY0804* NAD 83(1986)-  31 03 45.     (N)    094 56 03.     (W)     SCALED    
 BY0804* NAVD 88     -        88.75   (+/-2cm)     291.2    (feet)  VERTCON   
 BY0804  ___________________________________________________________________
 BY0804  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BY0804
 BY0804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0804
 BY0804.The horizontal coordinates were scaled from a topographic map and have
 BY0804.an estimated accuracy of +/- 6 seconds.
 BY0804
 BY0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0804.The vertical order pertains to the NGVD 29 superseded value.
 BY0804
 BY0804.The geoid height was determined by GEOID03.
 BY0804
 BY0804;                    North         East    Units  Estimated Accuracy
 BY0804;SPC TX C     - 3,167,240.    1,215,040.      MT  (+/- 180 meters Scaled)
 BY0804
 BY0804                          SUPERSEDED SURVEY CONTROL
 BY0804
 BY0804  NGVD 29 (??/??/92)   88.772  (m)          291.25   (f) ADJ UNCH    2 0
 BY0804
 BY0804.Superseded values are not recommended for survey control.
 BY0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0804.See file dsdata.txt to determine how the superseded data were derived.
 BY0804
 BY0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ154381(NAD 83)
 BY0804_MARKER: DB = BENCH MARK DISK
 BY0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0804_STAMPING: M 559 1948
 BY0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0804+STABILITY: SURFACE MOTION
 BY0804
 BY0804  HISTORY     - Date     Condition        Report By
 BY0804  HISTORY     - 1948     MONUMENTED       CGS
 BY0804
 BY0804                          STATION DESCRIPTION
 BY0804
 BY0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0804'9.7 MI NE FROM WOODLAKE.
 BY0804'3.6 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY0804'WOODLAKE, THENCE 6.1 MILES NORTHEAST ALONG A DIRT ROAD, ON TOP OF A
 BY0804'HILL, AT A JUNCTION WITH A NORTH-SOUTH TRAIL, 76.0 FEET EAST OF THE
 BY0804'CENTER LINE OF THE NORTH-SOUTH TRAIL, 29.0 FEET SOUTH OF THE CENTER
 BY0804'LINE OF AN EAST-WEST ROAD, 7.3 FEET SOUTHEAST OF A 12-INCH PINE TREE,
 BY0804'1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY0804'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0904 ***********************************************************************
 AB0904  DESIGNATION -  M 56
 AB0904  PID         -  AB0904
 AB0904  STATE/COUNTY-  TX/CAMERON
 AB0904  USGS QUAD   -  SANTA MARIA (1970)
 AB0904
 AB0904                         *CURRENT SURVEY CONTROL
 AB0904  ___________________________________________________________________
 AB0904* NAD 83(1986)-  26 03 43.     (N)    097 47 07.     (W)     SCALED    
 AB0904* NAVD 88     -        18.151  (meters)      59.55   (feet)  ADJUSTED  
 AB0904  ___________________________________________________________________
 AB0904  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AB0904  DYNAMIC HT  -          18.121 (meters)      59.45  (feet)  COMP
 AB0904  MODELED GRAV-     979,016.6   (mgal)                       NAVD 88
 AB0904
 AB0904  VERT ORDER  -  SECOND    CLASS 0
 AB0904
 AB0904.The horizontal coordinates were scaled from a topographic map and have
 AB0904.an estimated accuracy of +/- 6 seconds.
 AB0904
 AB0904.The orthometric height was determined by differential leveling
 AB0904.and adjusted by the National Geodetic Survey in June 1991..
 AB0904
 AB0904.The geoid height was determined by GEOID03.
 AB0904
 AB0904.The dynamic height is computed by dividing the NAVD 88
 AB0904.geopotential number by the normal gravity value computed on the
 AB0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0904.degrees latitude (g = 980.6199 gals.).
 AB0904
 AB0904.The modeled gravity was interpolated from observed gravity values.
 AB0904
 AB0904;                    North         East    Units  Estimated Accuracy
 AB0904;SPC TX S     - 5,044,000.      371,520.      MT  (+/- 180 meters Scaled)
 AB0904
 AB0904                          SUPERSEDED SURVEY CONTROL
 AB0904
 AB0904  NGVD 29 (??/??/92)   18.257  (m)           59.90   (f) ADJ UNCH    2 0
 AB0904
 AB0904.Superseded values are not recommended for survey control.
 AB0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0904.See file dsdata.txt to determine how the superseded data were derived.
 AB0904
 AB0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP215831(NAD 83)
 AB0904_MARKER: DD = SURVEY DISK
 AB0904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0904_SP_SET: CULVERT
 AB0904_STAMPING: M 56 59.68
 AB0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0904
 AB0904  HISTORY     - Date     Condition        Report By
 AB0904  HISTORY     - UNK      MONUMENTED
 AB0904  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0904
 AB0904                          STATION DESCRIPTION
 AB0904
 AB0904'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0904'5.5 MI W FROM LANDRUM.
 AB0904'5.5 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0904'LANDRUM, CAMERON COUNTY, AT A DIRT ROAD INTERSECTION, 71 FEET
 AB0904'SOUTHEAST ACROSS THE HIGHWAY FROM AN OLD CANNON MOUNTED IN CONCRETE,
 AB0904'48.5 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 18.5 FEET SOUTH OF
 AB0904'THE CENTERLINE OF THE HIGHWAY, AT A 3- BY 6-FOOT CONCRETE CULVERT
 AB0904'UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL, AND
 AB0904'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1530 ***********************************************************************
 BY1530  DESIGNATION -  M 560
 BY1530  PID         -  BY1530
 BY1530  STATE/COUNTY-  TX/TRINITY
 BY1530  USGS QUAD   -  PENNINGTON (1963)
 BY1530
 BY1530                         *CURRENT SURVEY CONTROL
 BY1530  ___________________________________________________________________
 BY1530* NAD 83(1986)-  31 13 41.     (N)    095 09 39.     (W)     SCALED    
 BY1530* NAVD 88     -        93.37   (+/-2cm)     306.3    (feet)  VERTCON   
 BY1530  ___________________________________________________________________
 BY1530  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1530
 BY1530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1530
 BY1530.The horizontal coordinates were scaled from a topographic map and have
 BY1530.an estimated accuracy of +/- 6 seconds.
 BY1530
 BY1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1530.The vertical order pertains to the NGVD 29 superseded value.
 BY1530
 BY1530.The geoid height was determined by GEOID03.
 BY1530
 BY1530;                    North         East    Units  Estimated Accuracy
 BY1530;SPC TX C     - 3,184,540.    1,192,580.      MT  (+/- 180 meters Scaled)
 BY1530
 BY1530                          SUPERSEDED SURVEY CONTROL
 BY1530
 BY1530  NGVD 29 (??/??/92)   93.389  (m)          306.39   (f) ADJ UNCH    2 0
 BY1530
 BY1530.Superseded values are not recommended for survey control.
 BY1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1530.See file dsdata.txt to determine how the superseded data were derived.
 BY1530
 BY1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ941568(NAD 83)
 BY1530_MARKER: DB = BENCH MARK DISK
 BY1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1530_STAMPING: M 560 1948
 BY1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1530+STABILITY: SURFACE MOTION
 BY1530
 BY1530  HISTORY     - Date     Condition        Report By
 BY1530  HISTORY     - 1948     MONUMENTED       CGS
 BY1530
 BY1530                          STATION DESCRIPTION
 BY1530
 BY1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1530'6.2 MI N FROM PENNINGTON.
 BY1530'2.5 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1530'PENNINGTON, THENCE 3.7 MILES NORTH ALONG A GRADED DIRT ROAD, 0.2 MILE
 BY1530'NORTHEAST OF A T ROAD JUNCTION, 82.3 FEET SOUTHWEST OF A 14-INCH ELM
 BY1530'TREE, 66.5 FEET SOUTH SOUTHEAST OF THE SOUTH CORNER OF A 70-FOOT
 BY1530'WOODEN BRIDGE, 62.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.4
 BY1530'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1530'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0377 ***********************************************************************
 FM0377  DESIGNATION -  M 562
 FM0377  PID         -  FM0377
 FM0377  STATE/COUNTY-  TX/RANDALL
 FM0377  USGS QUAD   -  WILDORADO SW (1984)
 FM0377
 FM0377                         *CURRENT SURVEY CONTROL
 FM0377  ___________________________________________________________________
 FM0377* NAD 83(1986)-  35 00 55.     (N)    102 08 36.     (W)     SCALED    
 FM0377* NAVD 88     -      1145.315  (meters)    3757.59   (feet)  ADJUSTED  
 FM0377  ___________________________________________________________________
 FM0377  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 FM0377  DYNAMIC HT  -        1143.910 (meters)    3752.98  (feet)  COMP
 FM0377  MODELED GRAV-     979,368.6   (mgal)                       NAVD 88
 FM0377
 FM0377  VERT ORDER  -  SECOND    CLASS 0
 FM0377
 FM0377.The horizontal coordinates were scaled from a topographic map and have
 FM0377.an estimated accuracy of +/- 6 seconds.
 FM0377
 FM0377.The orthometric height was determined by differential leveling
 FM0377.and adjusted by the National Geodetic Survey in June 1991..
 FM0377
 FM0377.The geoid height was determined by GEOID03.
 FM0377
 FM0377.The dynamic height is computed by dividing the NAVD 88
 FM0377.geopotential number by the normal gravity value computed on the
 FM0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0377.degrees latitude (g = 980.6199 gals.).
 FM0377
 FM0377.The modeled gravity was interpolated from observed gravity values.
 FM0377
 FM0377;                    North         East    Units  Estimated Accuracy
 FM0377;SPC TX N     - 1,112,820.      141,290.      MT  (+/- 180 meters Scaled)
 FM0377
 FM0377                          SUPERSEDED SURVEY CONTROL
 FM0377
 FM0377  NGVD 29 (??/??/92) 1144.807  (m)         3755.92   (f) ADJ UNCH    2 0
 FM0377
 FM0377.Superseded values are not recommended for survey control.
 FM0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0377.See file dsdata.txt to determine how the superseded data were derived.
 FM0377
 FM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU606784(NAD 83)
 FM0377_MARKER: DB = BENCH MARK DISK
 FM0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0377_STAMPING: M 562 1935
 FM0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0377+STABILITY: SURFACE MOTION
 FM0377
 FM0377  HISTORY     - Date     Condition        Report By
 FM0377  HISTORY     - 1935     MONUMENTED       CGS
 FM0377  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0377  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0377
 FM0377                          STATION DESCRIPTION
 FM0377
 FM0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0377'4.3 MI N FROM UMBARGER.
 FM0377'4.3 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT UMBARGER,
 FM0377'RANDALL COUNTY, 2.7 MILES WEST ALONG A ROAD, 0.5 MILE NORTH OF A SMALL
 FM0377'WHITE RANCH HOUSE, 250 YARDS SOUTH OF THE SOUTH END OF A LARGE POND,
 FM0377'AT THE SOUTH END OF A LAKE, AT THE JUNCTION OF A LANE LEADING SOUTH TO
 FM0377'A RANCH HOUSE, IN A SMALL VALLEY, ON A LINE BETWEEN TWO WHITE HOUSES,
 FM0377'37 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND SET IN THE TOP OF A
 FM0377'CONCRETE POST.
 FM0377
 FM0377                          STATION RECOVERY (1961)
 FM0377
 FM0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0377'MARK NOT FOUND.
 FM0377
 FM0377                          STATION RECOVERY (1980)
 FM0377
 FM0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1278 ***********************************************************************
 FL1278  DESIGNATION -  M 563
 FL1278  PID         -  FL1278
 FL1278  STATE/COUNTY-  TX/ARMSTRONG
 FL1278  USGS QUAD   -  CLAUDE SW (1983)
 FL1278
 FL1278                         *CURRENT SURVEY CONTROL
 FL1278  ___________________________________________________________________
 FL1278* NAD 83(1986)-  35 00 04.     (N)    101 28 47.     (W)     SCALED    
 FL1278* NAVD 88     -      1046.053  (meters)    3431.93   (feet)  ADJUSTED  
 FL1278  ___________________________________________________________________
 FL1278  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1278  DYNAMIC HT  -        1044.808 (meters)    3427.84  (feet)  COMP
 FL1278  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 FL1278
 FL1278  VERT ORDER  -  SECOND    CLASS 0
 FL1278
 FL1278.The horizontal coordinates were scaled from a topographic map and have
 FL1278.an estimated accuracy of +/- 6 seconds.
 FL1278
 FL1278.The orthometric height was determined by differential leveling
 FL1278.and adjusted by the National Geodetic Survey in June 1991..
 FL1278
 FL1278.The geoid height was determined by GEOID03.
 FL1278
 FL1278.The dynamic height is computed by dividing the NAVD 88
 FL1278.geopotential number by the normal gravity value computed on the
 FL1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1278.degrees latitude (g = 980.6199 gals.).
 FL1278
 FL1278.The modeled gravity was interpolated from observed gravity values.
 FL1278
 FL1278;                    North         East    Units  Estimated Accuracy
 FL1278;SPC TX N     - 1,111,060.      201,850.      MT  (+/- 180 meters Scaled)
 FL1278
 FL1278                          SUPERSEDED SURVEY CONTROL
 FL1278
 FL1278  NGVD 29 (??/??/92) 1045.59   (m)         3430.4    (f) COMPUTED    2 0
 FL1278
 FL1278.Superseded values are not recommended for survey control.
 FL1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1278.See file dsdata.txt to determine how the superseded data were derived.
 FL1278
 FL1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD737759(NAD 83)
 FL1278_MARKER: DB = BENCH MARK DISK
 FL1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1278_STAMPING: M-563 1935
 FL1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1278+STABILITY: SURFACE MOTION
 FL1278
 FL1278  HISTORY     - Date     Condition        Report By
 FL1278  HISTORY     - 1935     MONUMENTED       CGS
 FL1278  HISTORY     - 1959     MARK NOT FOUND   NGS
 FL1278
 FL1278                          STATION DESCRIPTION
 FL1278
 FL1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1278'18.0 MI SW FROM CLAUDE.
 FL1278'ALONG GRADED ROAD BETWEEN WASHBURN AND LAKEVIEW.  TO REACH BENCH MARK
 FL1278'FROM COURTHOUSE GO 9.4 MILES SOUTH ALONG GRADED ROAD TO LAKEVIEW
 FL1278'SCHOOL, THENCE 1.9 MILES WEST THENCE NORTH 1.1 MILES THENCE WEST 4.0
 FL1278'MILES THEN NORTH 1.0 MILE THEN WEST 0.6 MILES.  MARK IS LOCATED IN
 FL1278'FENCE CORNER MADE BY T FENCE FROM THE NORTH, IN SOUTH WEST CORNER OF
 FL1278'LOT ON THE WEST OF THE RANCH HOUSE, APPROXIMATELY 0.4 MILES EAST OF
 FL1278'LLANO SCHOOL, 287 FEET WEST OF SOUTHWEST CORNER OF RANCH HOUSE, 34
 FL1278'FEET NORTH OF CENTER LINE OF GRADED ROAD, 3.7 FEET SOUTH EAST OF FENCE
 FL1278'CORNER, 2.1 FEET SOUTH OF NORTH RIGHT OF WAY FENCE.
 FL1278
 FL1278                          STATION RECOVERY (1959)
 FL1278
 FL1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FL1278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1015 ***********************************************************************
 FL1015  DESIGNATION -  M 565
 FL1015  PID         -  FL1015
 FL1015  STATE/COUNTY-  TX/ARMSTRONG
 FL1015  USGS QUAD   -  CLAUDE SW (1983)
 FL1015
 FL1015                         *CURRENT SURVEY CONTROL
 FL1015  ___________________________________________________________________
 FL1015* NAD 83(1986)-  35 05 59.     (N)    101 27 07.     (W)     SCALED    
 FL1015* NAVD 88     -      1047.041  (meters)    3435.17   (feet)  ADJUSTED  
 FL1015  ___________________________________________________________________
 FL1015  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1015  DYNAMIC HT  -        1045.797 (meters)    3431.09  (feet)  COMP
 FL1015  MODELED GRAV-     979,410.7   (mgal)                       NAVD 88
 FL1015
 FL1015  VERT ORDER  -  SECOND    CLASS 0
 FL1015
 FL1015.The horizontal coordinates were scaled from a topographic map and have
 FL1015.an estimated accuracy of +/- 6 seconds.
 FL1015
 FL1015.The orthometric height was determined by differential leveling
 FL1015.and adjusted by the National Geodetic Survey in June 1991..
 FL1015
 FL1015.The geoid height was determined by GEOID03.
 FL1015
 FL1015.The dynamic height is computed by dividing the NAVD 88
 FL1015.geopotential number by the normal gravity value computed on the
 FL1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1015.degrees latitude (g = 980.6199 gals.).
 FL1015
 FL1015.The modeled gravity was interpolated from observed gravity values.
 FL1015
 FL1015;                    North         East    Units  Estimated Accuracy
 FL1015;SPC TX N     - 1,122,000.      204,380.      MT  (+/- 180 meters Scaled)
 FL1015
 FL1015                          SUPERSEDED SURVEY CONTROL
 FL1015
 FL1015  NGVD 29 (??/??/92) 1046.561  (m)         3433.59   (f) ADJ UNCH    2 0
 FL1015
 FL1015.Superseded values are not recommended for survey control.
 FL1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1015.See file dsdata.txt to determine how the superseded data were derived.
 FL1015
 FL1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD765868(NAD 83)
 FL1015_MARKER: DB = BENCH MARK DISK
 FL1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1015_STAMPING: M 565 1935
 FL1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1015+STABILITY: SURFACE MOTION
 FL1015
 FL1015  HISTORY     - Date     Condition        Report By
 FL1015  HISTORY     - 1935     MONUMENTED       CGS
 FL1015  HISTORY     - 1979     GOOD             USGS
 FL1015
 FL1015                          STATION DESCRIPTION
 FL1015
 FL1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1015'13.3 MI SW FROM CONWAY.
 FL1015'IN ARMSTRONG COUNTY, 13.3 MILES SOUTHWEST OF CONWAY, CARSON COUNTY.
 FL1015'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 5.0 MILES
 FL1015'WEST ALONG U.S. HIGHWAY 66, THENCE 2.2 MILES SOUTH ALONG A DIM DIRT
 FL1015'ROAD, AND THENCE ALONG GRADED ROADS 2.1 MILES SOUTH, 1.0 MILE EAST,
 FL1015'AND 3.0 MILES SOUTH.  IT IS ON THE SOUTH SLOPE OF A HILL, 0.6 MILE
 FL1015'SOUTH OF A RANCH HOUSE AND A WINDMILL, 0.1 MILE NORTH OF AN
 FL1015'EAST-AND-WEST FENCE LINE, AND 21 FEET EAST OF THE CENTERLINE OF THE
 FL1015'ROAD.  A STANDARD DISK, STAMPED M 565 1935 AND SET IN THE TOP OF A
 FL1015'CONCRETE POST.
 FL1015
 FL1015                          STATION RECOVERY (1979)
 FL1015
 FL1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FL1015'IN ARMSTRONG COUNTY, ABOUT 5.5 MILES WEST OF CLAUDE, TEXAS TO REACH
 FL1015'FROM COURTHOUSE IN CLAUDE, GO SOUTH ON FM 1151 TO JCT WITH STATE HWY
 FL1015'207, APPROX. 0.5 MILES. THENCE FROM JCT 1151 & 207 GO WEST ON FM 1151
 FL1015'5.0 MILES TO A Z-RD. THENCE SOUTH 0.25 MILES TO SITE OF BM. BM IS 130
 FL1015'FT. N. AND 23 FT E. OF THE CENTERLINE OF A JCT. WITH (T-RD) A ROAD
 FL1015'WEST TO A PIPELINE PUMPING STATION. A STANDARD DISK, SET IN THE TOP
 FL1015'OF A CONCRETE POST AND PROJECTING ABOUT 0.5 FT ABOVE GROUND, ABOUT 3
 FL1015'FEET E OF THE ROW FENCE, AND STAMPED "M 565 1935".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0082 ***********************************************************************
 EO0082  DESIGNATION -  M 566
 EO0082  PID         -  EO0082
 EO0082  STATE/COUNTY-  TX/RANDALL
 EO0082  USGS QUAD   -  UMBARGER (1984)
 EO0082
 EO0082                         *CURRENT SURVEY CONTROL
 EO0082  ___________________________________________________________________
 EO0082* NAD 83(1986)-  34 54 45.     (N)    102 01 30.     (W)     SCALED    
 EO0082* NAVD 88     -      1140.230  (meters)    3740.90   (feet)  ADJUSTED  
 EO0082  ___________________________________________________________________
 EO0082  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 EO0082  DYNAMIC HT  -        1138.823 (meters)    3736.29  (feet)  COMP
 EO0082  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 EO0082
 EO0082  VERT ORDER  -  SECOND    CLASS 0
 EO0082
 EO0082.The horizontal coordinates were scaled from a topographic map and have
 EO0082.an estimated accuracy of +/- 6 seconds.
 EO0082
 EO0082.The orthometric height was determined by differential leveling
 EO0082.and adjusted by the National Geodetic Survey in June 1991..
 EO0082
 EO0082.The geoid height was determined by GEOID03.
 EO0082
 EO0082.The dynamic height is computed by dividing the NAVD 88
 EO0082.geopotential number by the normal gravity value computed on the
 EO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0082.degrees latitude (g = 980.6199 gals.).
 EO0082
 EO0082.The modeled gravity was interpolated from observed gravity values.
 EO0082
 EO0082;                    North         East    Units  Estimated Accuracy
 EO0082;SPC TX N     - 1,101,360.      152,030.      MT  (+/- 180 meters Scaled)
 EO0082
 EO0082                          SUPERSEDED SURVEY CONTROL
 EO0082
 EO0082  NGVD 29 (??/??/92) 1139.719  (m)         3739.23   (f) ADJ UNCH    2 0
 EO0082
 EO0082.Superseded values are not recommended for survey control.
 EO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0082.See file dsdata.txt to determine how the superseded data were derived.
 EO0082
 EO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU718673(NAD 83)
 EO0082_MARKER: DB = BENCH MARK DISK
 EO0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0082_STAMPING: M-566 1935
 EO0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0082+STABILITY: SURFACE MOTION
 EO0082
 EO0082  HISTORY     - Date     Condition        Report By
 EO0082  HISTORY     - 1935     MONUMENTED       CGS
 EO0082  HISTORY     - 1961     MARK NOT FOUND   USGS
 EO0082
 EO0082                          STATION DESCRIPTION
 EO0082
 EO0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0082'10.31 MI SW FROM CANYON.
 EO0082'ALONG GRADED ROAD.  TO REACH FROM CANYON COURTHOUSE GO 0.53 MILES EAST
 EO0082'ALONG CITY STREET THENCE 3.64 MILES SOUTH EAST ON STATE HIGHWAY 9
 EO0082'THENCE 6.14 MILES WEST ALONG GRADED ROAD AND TRAIL.  MARK IS LOCATED
 EO0082'AT JOG IN NORTH AND SOUTH LINE OF FENCE, APPROXIMATELY 66.7 FEET SOUTH
 EO0082'OF CENTER LINE OF TRAIL.  45.7 FEET SOUTH OF RIGHT OF WAY FENCE. 2.8
 EO0082'FEET EAST OF LINE FENCE.
 EO0082
 EO0082                          STATION RECOVERY (1961)
 EO0082
 EO0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1263 ***********************************************************************
 FL1263  DESIGNATION -  M 567
 FL1263  PID         -  FL1263
 FL1263  STATE/COUNTY-  TX/RANDALL
 FL1263  USGS QUAD   -  THE PALISADES (1973)
 FL1263
 FL1263                         *CURRENT SURVEY CONTROL
 FL1263  ___________________________________________________________________
 FL1263* NAD 83(1986)-  35 00 59.     (N)    101 50 52.     (W)     SCALED    
 FL1263* NAVD 88     -      1104.563  (meters)    3623.89   (feet)  ADJUSTED  
 FL1263  ___________________________________________________________________
 FL1263  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL1263  DYNAMIC HT  -        1103.232 (meters)    3619.52  (feet)  COMP
 FL1263  MODELED GRAV-     979,391.6   (mgal)                       NAVD 88
 FL1263
 FL1263  VERT ORDER  -  SECOND    CLASS 0
 FL1263
 FL1263.The horizontal coordinates were scaled from a topographic map and have
 FL1263.an estimated accuracy of +/- 6 seconds.
 FL1263
 FL1263.The orthometric height was determined by differential leveling
 FL1263.and adjusted by the National Geodetic Survey in June 1991..
 FL1263
 FL1263.The geoid height was determined by GEOID03.
 FL1263
 FL1263.The dynamic height is computed by dividing the NAVD 88
 FL1263.geopotential number by the normal gravity value computed on the
 FL1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1263.degrees latitude (g = 980.6199 gals.).
 FL1263
 FL1263.The modeled gravity was interpolated from observed gravity values.
 FL1263
 FL1263;                    North         East    Units  Estimated Accuracy
 FL1263;SPC TX N     - 1,112,810.      168,260.      MT  (+/- 180 meters Scaled)
 FL1263
 FL1263                          SUPERSEDED SURVEY CONTROL
 FL1263
 FL1263  NGVD 29 (??/??/92) 1104.088  (m)         3622.33   (f) ADJ UNCH    2 0
 FL1263
 FL1263.Superseded values are not recommended for survey control.
 FL1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1263.See file dsdata.txt to determine how the superseded data were derived.
 FL1263
 FL1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD401785(NAD 83)
 FL1263_MARKER: DB = BENCH MARK DISK
 FL1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1263_STAMPING: M 567 1935
 FL1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1263+STABILITY: SURFACE MOTION
 FL1263
 FL1263  HISTORY     - Date     Condition        Report By
 FL1263  HISTORY     - 1935     MONUMENTED       CGS
 FL1263  HISTORY     - 1943     GOOD             NGS
 FL1263  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1263
 FL1263                          STATION DESCRIPTION
 FL1263
 FL1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1263'6.7 MI NE FROM CANYON.
 FL1263'4.6 MILES EAST ALONG STATE HIGHWAY 217 (PALO DURO DRIVE) FROM THE
 FL1263'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 2.1 MILES NORTH
 FL1263'ALONG A GRADED ROAD.  AT A CURVE, 52 FEET WEST OF A POWER LINE, 34.6
 FL1263'FEET WEST OF THE CENTERLINE OF THE ROAD EXTENDED, AND 2.3 FEET NORTH
 FL1263'OF A FENCE LINE LEADING WEST.  A STANDARD DISK, STAMPED M 567 1935 AND
 FL1263'SET IN THE TOP OF A CONCRETE POST.
 FL1263
 FL1263                          STATION RECOVERY (1984)
 FL1263
 FL1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0545 ***********************************************************************
 EN0545  DESIGNATION -  M 568
 EN0545  PID         -  EN0545
 EN0545  STATE/COUNTY-  TX/ARMSTRONG
 EN0545  USGS QUAD   -  WAYSIDE (1984)
 EN0545
 EN0545                         *CURRENT SURVEY CONTROL
 EN0545  ___________________________________________________________________
 EN0545* NAD 83(1986)-  34 48 00.     (N)    101 33 50.     (W)     SCALED    
 EN0545* NAVD 88     -      1039.246  (meters)    3409.59   (feet)  ADJUSTED  
 EN0545  ___________________________________________________________________
 EN0545  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EN0545  DYNAMIC HT  -        1037.984 (meters)    3405.45  (feet)  COMP
 EN0545  MODELED GRAV-     979,384.7   (mgal)                       NAVD 88
 EN0545
 EN0545  VERT ORDER  -  SECOND    CLASS 0
 EN0545
 EN0545.The horizontal coordinates were scaled from a topographic map and have
 EN0545.an estimated accuracy of +/- 6 seconds.
 EN0545
 EN0545.The orthometric height was determined by differential leveling
 EN0545.and adjusted by the National Geodetic Survey in June 1991..
 EN0545
 EN0545.The geoid height was determined by GEOID03.
 EN0545
 EN0545.The dynamic height is computed by dividing the NAVD 88
 EN0545.geopotential number by the normal gravity value computed on the
 EN0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0545.degrees latitude (g = 980.6199 gals.).
 EN0545
 EN0545.The modeled gravity was interpolated from observed gravity values.
 EN0545
 EN0545;                    North         East    Units  Estimated Accuracy
 EN0545;SPC TX N     - 1,088,750.      194,150.      MT  (+/- 180 meters Scaled)
 EN0545
 EN0545                          SUPERSEDED SURVEY CONTROL
 EN0545
 EN0545  NGVD 29 (??/??/92) 1038.807  (m)         3408.15   (f) ADJ UNCH    2 0
 EN0545
 EN0545.Superseded values are not recommended for survey control.
 EN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0545.See file dsdata.txt to determine how the superseded data were derived.
 EN0545
 EN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD654538(NAD 83)
 EN0545_MARKER: DB = BENCH MARK DISK
 EN0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0545_STAMPING: M 568 1935
 EN0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0545+STABILITY: SURFACE MOTION
 EN0545
 EN0545  HISTORY     - Date     Condition        Report By
 EN0545  HISTORY     - 1935     MONUMENTED       CGS
 EN0545  HISTORY     - 1943     GOOD             NGS
 EN0545
 EN0545                          STATION DESCRIPTION
 EN0545
 EN0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0545'1.5 MI NW FROM WAYSIDE.
 EN0545'1.0 MILE WEST AND 0.5 MILE NORTH ALONG GRADED ROADS FROM THE POST
 EN0545'OFFICE AT WAYSIDE, ARMSTRONG COUNTY, 0.5 MILE SOUTH OF A WEST CURVE
 EN0545'NEAR A JUNCTION OF FENCES, 30.9 FEET EAST OF THE CENTERLINE OF THE
 EN0545'ROAD, 2.3 FEET SOUTH OF THE FENCE LEADING EAST, AND 1.7 FEET EAST OF
 EN0545'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 568 1935 AND SET
 EN0545'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0551 ***********************************************************************
 EN0551  DESIGNATION -  M 569
 EN0551  PID         -  EN0551
 EN0551  STATE/COUNTY-  TX/SWISHER
 EN0551  USGS QUAD   -  JACKSON HILL (1969)
 EN0551
 EN0551                         *CURRENT SURVEY CONTROL
 EN0551  ___________________________________________________________________
 EN0551* NAD 83(1986)-  34 41 42.     (N)    101 32 46.     (W)     SCALED    
 EN0551* NAVD 88     -      1038.384  (meters)    3406.76   (feet)  ADJUSTED  
 EN0551  ___________________________________________________________________
 EN0551  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EN0551  DYNAMIC HT  -        1037.113 (meters)    3402.59  (feet)  COMP
 EN0551  MODELED GRAV-     979,375.5   (mgal)                       NAVD 88
 EN0551
 EN0551  VERT ORDER  -  SECOND    CLASS 0
 EN0551
 EN0551.The horizontal coordinates were scaled from a topographic map and have
 EN0551.an estimated accuracy of +/- 6 seconds.
 EN0551
 EN0551.The orthometric height was determined by differential leveling
 EN0551.and adjusted by the National Geodetic Survey in June 1991..
 EN0551
 EN0551.The geoid height was determined by GEOID03.
 EN0551
 EN0551.The dynamic height is computed by dividing the NAVD 88
 EN0551.geopotential number by the normal gravity value computed on the
 EN0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0551.degrees latitude (g = 980.6199 gals.).
 EN0551
 EN0551.The modeled gravity was interpolated from observed gravity values.
 EN0551
 EN0551;                    North         East    Units  Estimated Accuracy
 EN0551;SPC TX N     - 1,077,100.      195,780.      MT  (+/- 180 meters Scaled)
 EN0551
 EN0551                          SUPERSEDED SURVEY CONTROL
 EN0551
 EN0551  NGVD 29 (??/??/92) 1037.948  (m)         3405.33   (f) ADJ UNCH    2 0
 EN0551
 EN0551.Superseded values are not recommended for survey control.
 EN0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0551.See file dsdata.txt to determine how the superseded data were derived.
 EN0551
 EN0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD667421(NAD 83)
 EN0551_MARKER: DB = BENCH MARK DISK
 EN0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0551_STAMPING: M 569 1935
 EN0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0551+STABILITY: SURFACE MOTION
 EN0551
 EN0551  HISTORY     - Date     Condition        Report By
 EN0551  HISTORY     - 1935     MONUMENTED       CGS
 EN0551  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0551
 EN0551                          STATION DESCRIPTION
 EN0551
 EN0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0551'20.2 MI E FROM HAPPY.
 EN0551'20.2 MILES EAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0551'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0551'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 4.9 MILES
 EN0551'EAST TO A DRY LAKE BED, AND THENCE ALONG ROADS 0.1 MILE NORTHEAST, 0.7
 EN0551'MILE SOUTH, 8.9 MILES EAST, AND 0.6 MILE SOUTH.  IT IS AT A CURVE NEAR
 EN0551'A DRY LAKE, 0.8 MILE NORTH OF THE JOHN DAVIS RANCH HOUSE, 0.6 MILE
 EN0551'SOUTH OF A ROAD CROSSING, 72 FEET EAST OF THE CENTERLINE OF THE ROAD,
 EN0551'AND 57 FEET EAST OF THE SOUTHWEST FENCE CORNER.  A STANDARD DISK,
 EN0551'STAMPED M 569 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EN0551
 EN0551                          STATION RECOVERY (1968)
 EN0551
 EN0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0905 ***********************************************************************
 AB0905  DESIGNATION -  M 57
 AB0905  PID         -  AB0905
 AB0905  STATE/COUNTY-  TX/CAMERON
 AB0905  USGS QUAD   -  SANTA MARIA (1970)
 AB0905
 AB0905                         *CURRENT SURVEY CONTROL
 AB0905  ___________________________________________________________________
 AB0905* NAD 83(1986)-  26 04 03.     (N)    097 47 49.     (W)     SCALED    
 AB0905* NAVD 88     -        18.430  (meters)      60.47   (feet)  ADJUSTED  
 AB0905  ___________________________________________________________________
 AB0905  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AB0905  DYNAMIC HT  -          18.399 (meters)      60.36  (feet)  COMP
 AB0905  MODELED GRAV-     979,016.5   (mgal)                       NAVD 88
 AB0905
 AB0905  VERT ORDER  -  SECOND    CLASS 0
 AB0905
 AB0905.The horizontal coordinates were scaled from a topographic map and have
 AB0905.an estimated accuracy of +/- 6 seconds.
 AB0905
 AB0905.The orthometric height was determined by differential leveling
 AB0905.and adjusted by the National Geodetic Survey in June 1991..
 AB0905
 AB0905.The geoid height was determined by GEOID03.
 AB0905
 AB0905.The dynamic height is computed by dividing the NAVD 88
 AB0905.geopotential number by the normal gravity value computed on the
 AB0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0905.degrees latitude (g = 980.6199 gals.).
 AB0905
 AB0905.The modeled gravity was interpolated from observed gravity values.
 AB0905
 AB0905;                    North         East    Units  Estimated Accuracy
 AB0905;SPC TX S     - 5,044,610.      370,350.      MT  (+/- 180 meters Scaled)
 AB0905
 AB0905                          SUPERSEDED SURVEY CONTROL
 AB0905
 AB0905  NGVD 29 (??/??/92)   18.536  (m)           60.81   (f) ADJ UNCH    2 0
 AB0905
 AB0905.Superseded values are not recommended for survey control.
 AB0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0905.See file dsdata.txt to determine how the superseded data were derived.
 AB0905
 AB0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP203837(NAD 83)
 AB0905_MARKER: DD = SURVEY DISK
 AB0905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0905_SP_SET: CULVERT
 AB0905_STAMPING: M 57 60.74
 AB0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0905
 AB0905  HISTORY     - Date     Condition        Report By
 AB0905  HISTORY     - UNK      MONUMENTED
 AB0905  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0905
 AB0905                          STATION DESCRIPTION
 AB0905
 AB0905'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0905'6.3 MI W FROM LANDRUM.
 AB0905'6.3 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0905'LANDRUM, CAMERON COUNTY, 90 YARDS WEST OF A SMALL CULTIVATED FIELD ON
 AB0905'THE SOUTH SIDE OF THE HIGHWAY, AT A 3- BY 6-FOOT CONCRETE-BOX CULVERT
 AB0905'UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL, 18
 AB0905'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 AB0905'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0270 ***********************************************************************
 FM0270  DESIGNATION -  M 570
 FM0270  PID         -  FM0270
 FM0270  STATE/COUNTY-  TX/OLDHAM
 FM0270  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0270
 FM0270                         *CURRENT SURVEY CONTROL
 FM0270  ___________________________________________________________________
 FM0270* NAD 83(1986)-  35 27 02.     (N)    102 15 27.     (W)     SCALED    
 FM0270* NAVD 88     -      1076.322  (meters)    3531.23   (feet)  POSTED    
 FM0270  ___________________________________________________________________
 FM0270  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 FM0270  DYNAMIC HT  -        1075.060 (meters)    3527.09  (feet)  COMP
 FM0270  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 FM0270
 FM0270  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FM0270
 FM0270.The horizontal coordinates were scaled from a topographic map and have
 FM0270.an estimated accuracy of +/- 6 seconds.
 FM0270
 FM0270.The orthometric height was determined by differential leveling
 FM0270.and adjusted by the National Geodetic Survey in 1992..
 FM0270.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FM0270.rate of 1.1 thru 2.0 mm/km.
 FM0270
 FM0270.The geoid height was determined by GEOID03.
 FM0270
 FM0270.The dynamic height is computed by dividing the NAVD 88
 FM0270.geopotential number by the normal gravity value computed on the
 FM0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0270.degrees latitude (g = 980.6199 gals.).
 FM0270
 FM0270.The modeled gravity was interpolated from observed gravity values.
 FM0270
 FM0270;                    North         East    Units  Estimated Accuracy
 FM0270;SPC TX N     - 1,161,180.      131,240.      MT  (+/- 180 meters Scaled)
 FM0270
 FM0270                          SUPERSEDED SURVEY CONTROL
 FM0270
 FM0270  NGVD 29 (??/??/92) 1075.849  (m)         3529.68   (f) ADJ UNCH    2 0
 FM0270
 FM0270.Superseded values are not recommended for survey control.
 FM0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0270.See file dsdata.txt to determine how the superseded data were derived.
 FM0270
 FM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV489264(NAD 83)
 FM0270_MARKER: DB = BENCH MARK DISK
 FM0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0270_STAMPING: M 570 1935
 FM0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0270+STABILITY: SURFACE MOTION
 FM0270
 FM0270  HISTORY     - Date     Condition        Report By
 FM0270  HISTORY     - 1935     MONUMENTED       CGS
 FM0270  HISTORY     - 1943     GOOD             NGS
 FM0270
 FM0270                          STATION DESCRIPTION
 FM0270
 FM0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0270'5.3 MI S FROM TASCOSA.
 FM0270'5.3 MILES SOUTH OF DEPOT BY ROAD.  ALONG GRADED ROAD BETWEEN TASCOSA
 FM0270'AND VEGA.  ON THE SOUTH SIDE OF A HILL.  60 FEET WEST OF CENTERLINE OF
 FM0270'ROAD, AND 2.3 FEET SOUTH OF WIRE FENCE.
 FM0270
 FM0270                          STATION RECOVERY (1943)
 FM0270
 FM0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0335 ***********************************************************************
 AM0335  DESIGNATION -  M 571
 AM0335  PID         -  AM0335
 AM0335  STATE/COUNTY-  TX/MATAGORDA
 AM0335  USGS QUAD   -  BAY CITY NE (1972)
 AM0335
 AM0335                         *CURRENT SURVEY CONTROL
 AM0335  ___________________________________________________________________
 AM0335* NAD 83(1986)-  28 57 27.     (N)    095 47 11.     (W)     SCALED    
 AM0335* NAVD 88     -         9.33   (+/-2cm)      30.6    (feet)  VERTCON   
 AM0335  ___________________________________________________________________
 AM0335  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AM0335
 AM0335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0335
 AM0335.The horizontal coordinates were scaled from a topographic map and have
 AM0335.an estimated accuracy of +/- 6 seconds.
 AM0335
 AM0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0335.The vertical order pertains to the NGVD 29 superseded value.
 AM0335
 AM0335.The geoid height was determined by GEOID03.
 AM0335
 AM0335;                    North         East    Units  Estimated Accuracy
 AM0335;SPC TXSC     - 4,128,890.      913,180.      MT  (+/- 180 meters Scaled)
 AM0335
 AM0335                          SUPERSEDED SURVEY CONTROL
 AM0335
 AM0335  NGVD 29 (??/??/92)    9.36   (m)           30.7    (f) COMPUTED    2 0
 AM0335
 AM0335.Superseded values are not recommended for survey control.
 AM0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0335.See file dsdata.txt to determine how the superseded data were derived.
 AM0335
 AM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN284064(NAD 83)
 AM0335_MARKER: DB = BENCH MARK DISK
 AM0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0335_STAMPING: M 571 1941
 AM0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0335+STABILITY: SURFACE MOTION
 AM0335
 AM0335  HISTORY     - Date     Condition        Report By
 AM0335  HISTORY     - 1941     MONUMENTED       CGS
 AM0335  HISTORY     - 1960     MARK NOT FOUND   NGS
 AM0335  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0335
 AM0335                          STATION DESCRIPTION
 AM0335
 AM0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AM0335'3.0 MI NW FROM CEDAR LANE.
 AM0335'3.0 MILES NORTHWEST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0335'OFFICE AT CEDAR LANE, MATAGORDA COUNTY, 0.35 MILE NORTHWEST OF THE
 AM0335'JUNCTION OF A ROAD LEADING SOUTH, 55 FEET NORTHEAST OF THE CENTERLINE
 AM0335'OF THE ROAD, 47 FEET WEST OF THE WEST CORNER OF A SMALL HOUSE ON THE
 AM0335'NORTHEAST SIDE OF THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AM0335'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M 571 1941
 AM0335'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AM0335'GROUND.  NOTE-- THE SITE OF THIS MARK HAS BEEN DISTURBED.
 AM0335
 AM0335                          STATION RECOVERY (1998)
 AM0335
 AM0335'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0381 ***********************************************************************
 AM0381  DESIGNATION -  M 572 RESET 1951
 AM0381  PID         -  AM0381
 AM0381  STATE/COUNTY-  TX/MATAGORDA
 AM0381  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0381
 AM0381                         *CURRENT SURVEY CONTROL
 AM0381  ___________________________________________________________________
 AM0381* NAD 83(1986)-  28 50 09.     (N)    095 52 07.     (W)     SCALED    
 AM0381* NAVD 88     -         5.30   (+/-2cm)      17.4    (feet)  VERTCON   
 AM0381  ___________________________________________________________________
 AM0381  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0381
 AM0381  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0381
 AM0381.The horizontal coordinates were scaled from a topographic map and have
 AM0381.an estimated accuracy of +/- 6 seconds.
 AM0381
 AM0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0381.The vertical order pertains to the NGVD 29 superseded value.
 AM0381
 AM0381.The geoid height was determined by GEOID03.
 AM0381
 AM0381;                    North         East    Units  Estimated Accuracy
 AM0381;SPC TXSC     - 4,115,200.      905,530.      MT  (+/- 180 meters Scaled)
 AM0381
 AM0381                          SUPERSEDED SURVEY CONTROL
 AM0381
 AM0381  NGVD 29 (??/??/92)    5.344  (m)           17.53   (f) ADJ UNCH    1 2
 AM0381
 AM0381.Superseded values are not recommended for survey control.
 AM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0381.See file dsdata.txt to determine how the superseded data were derived.
 AM0381
 AM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM200931(NAD 83)
 AM0381_MARKER: DB = BENCH MARK DISK
 AM0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0381_STAMPING: M 572 1941 RESET 1951
 AM0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0381+STABILITY: SURFACE MOTION
 AM0381
 AM0381  HISTORY     - Date     Condition        Report By
 AM0381  HISTORY     - 1951     MONUMENTED       CGS
 AM0381
 AM0381                          STATION DESCRIPTION
 AM0381
 AM0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AM0381'4.3 MI E FROM WADSWORTH.
 AM0381'4.3 MILES EAST ALONG A SHELL ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0381'RAILROAD STATION AT WADSWORTH, 130 FEET SOUTH OF THE CENTER LINE OF
 AM0381'THE SHELL ROAD, 83.3 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE, 81
 AM0381'FEET SOUTH OF A FENCE CORNER, 22.5 FEET EAST OF THE CENTER LINE OF A
 AM0381'DIRT ROAD, 3 FEET SOUTH OF A WITNESS POST, 0.6 FOOT WEST OF A FENCE,
 AM0381'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AM0381'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0237 ***********************************************************************
 AM0237  DESIGNATION -  M 573
 AM0237  PID         -  AM0237
 AM0237  STATE/COUNTY-  TX/MATAGORDA
 AM0237  USGS QUAD   -  CEDAR LANE (1972)
 AM0237
 AM0237                         *CURRENT SURVEY CONTROL
 AM0237  ___________________________________________________________________
 AM0237* NAD 83(1986)-  28 52 55.     (N)    095 38 58.     (W)     SCALED    
 AM0237* NAVD 88     -         4.49   (+/-2cm)      14.7    (feet)  VERTCON   
 AM0237  ___________________________________________________________________
 AM0237  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AM0237
 AM0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0237
 AM0237.The horizontal coordinates were scaled from a topographic map and have
 AM0237.an estimated accuracy of +/- 6 seconds.
 AM0237
 AM0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0237.The vertical order pertains to the NGVD 29 superseded value.
 AM0237
 AM0237.The geoid height was determined by GEOID03.
 AM0237
 AM0237;                    North         East    Units  Estimated Accuracy
 AM0237;SPC TXSC     - 4,120,900.      926,770.      MT  (+/- 180 meters Scaled)
 AM0237
 AM0237                          SUPERSEDED SURVEY CONTROL
 AM0237
 AM0237  NGVD 29 (??/??/92)    4.523  (m)           14.84   (f) ADJ UNCH    2 0
 AM0237
 AM0237.Superseded values are not recommended for survey control.
 AM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0237.See file dsdata.txt to determine how the superseded data were derived.
 AM0237
 AM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM416977(NAD 83)
 AM0237_MARKER: DB = BENCH MARK DISK
 AM0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0237_STAMPING: M 573 1941
 AM0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0237+STABILITY: SURFACE MOTION
 AM0237
 AM0237  HISTORY     - Date     Condition        Report By
 AM0237  HISTORY     - 1941     MONUMENTED       CGS
 AM0237  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0237
 AM0237                          STATION DESCRIPTION
 AM0237
 AM0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0237'1.6 MI SW FROM CEDAR LAKE.
 AM0237'1.6 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT CEDAR
 AM0237'LAKE, 1.2 MILES NORTHEAST OF THE JUNCTION OF A CONCRETE HALF-SLAB
 AM0237'ROAD, 345 FEET WEST OF A CURVE IN THE ROAD, AT THE JUNCTION OF A DIRT
 AM0237'ROAD LEADING SOUTHEAST, 47 FEET SOUTH OF THE CENTERLINE OF THE
 AM0237'EAST-AND-WEST ROAD, 30 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 AM0237'SOUTHEAST, 9 FEET NORTH OF A POWER-LINE POLE, 7 FEET SOUTH OF A FENCE
 AM0237'CORNER, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 AM0237'THE EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED M 573 1941 AND SET
 AM0237'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AM0237
 AM0237                          STATION RECOVERY (2003)
 AM0237
 AM0237'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0237'SIGNIFICANT ROAD AND DITCH GRADING MODIFICATIONS HAVE OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0509 ***********************************************************************
 AX0509  DESIGNATION -  M 574
 AX0509  PID         -  AX0509
 AX0509  STATE/COUNTY-  TX/WHARTON
 AX0509  USGS QUAD   -  PIERCE (1980)
 AX0509
 AX0509                         *CURRENT SURVEY CONTROL
 AX0509  ___________________________________________________________________
 AX0509* NAD 83(1986)-  29 11 49.     (N)    096 10 56.     (W)     SCALED    
 AX0509* NAVD 88     -        28.84   (+/-2cm)      94.6    (feet)  VERTCON   
 AX0509  ___________________________________________________________________
 AX0509  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0509
 AX0509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0509
 AX0509.The horizontal coordinates were scaled from a topographic map and have
 AX0509.an estimated accuracy of +/- 6 seconds.
 AX0509
 AX0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0509.The vertical order pertains to the NGVD 29 superseded value.
 AX0509
 AX0509.The geoid height was determined by GEOID03.
 AX0509
 AX0509;                    North         East    Units  Estimated Accuracy
 AX0509;SPC TXSC     - 4,154,430.      873,980.      MT  (+/- 180 meters Scaled)
 AX0509
 AX0509                          SUPERSEDED SURVEY CONTROL
 AX0509
 AX0509  NGVD 29 (??/??/92)   28.843  (m)           94.63   (f) ADJ UNCH    2 0
 AX0509
 AX0509.Superseded values are not recommended for survey control.
 AX0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0509.See file dsdata.txt to determine how the superseded data were derived.
 AX0509
 AX0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT739330(NAD 83)
 AX0509_MARKER: DB = BENCH MARK DISK
 AX0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0509_STAMPING: M 574 1941
 AX0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0509+STABILITY: SURFACE MOTION
 AX0509
 AX0509  HISTORY     - Date     Condition        Report By
 AX0509  HISTORY     - 1941     MONUMENTED       CGS
 AX0509  HISTORY     - 1943     GOOD             NGS
 AX0509  HISTORY     - 1952     MARK NOT FOUND   USGS
 AX0509
 AX0509                          STATION DESCRIPTION
 AX0509
 AX0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0509'3.5 MI SE FROM PIERCE.
 AX0509'BENCH MARK IS ABOUT 3.5 MILES SOUTHEAST OF PIERCE, ALONG THE
 AX0509'PIERCE-MARKHAM GRAVELED ROAD AND ABOUT 0.6 MILE NORTHWEST OF A T ROAD
 AX0509'INTERSECTION.  IT IS AT THE INTERSECTION OF A ROAD AND 27.0 FEET
 AX0509'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX0509'MAIN ROAD. IT IS 3.0 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.
 AX0509'A DISK SET IN CONCRETE POST PROJECTING ABOUT 0.6 FOOT.
 AX0509
 AX0509                          STATION RECOVERY (1952)
 AX0509
 AX0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AX0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0543 ***********************************************************************
 AX0543  DESIGNATION -  M 575
 AX0543  PID         -  AX0543
 AX0543  STATE/COUNTY-  TX/WHARTON
 AX0543  USGS QUAD   -  DANEVANG (1951)
 AX0543
 AX0543                         *CURRENT SURVEY CONTROL
 AX0543  ___________________________________________________________________
 AX0543* NAD 83(1986)-  29 03 27.     (N)    096 12 29.     (W)     SCALED    
 AX0543* NAVD 88     -        21.61   (+/-2cm)      70.9    (feet)  VERTCON   
 AX0543  ___________________________________________________________________
 AX0543  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0543
 AX0543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0543
 AX0543.The horizontal coordinates were scaled from a topographic map and have
 AX0543.an estimated accuracy of +/- 6 seconds.
 AX0543
 AX0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0543.The vertical order pertains to the NGVD 29 superseded value.
 AX0543
 AX0543.The geoid height was determined by GEOID03.
 AX0543
 AX0543;                    North         East    Units  Estimated Accuracy
 AX0543;SPC TXSC     - 4,138,920.      871,830.      MT  (+/- 180 meters Scaled)
 AX0543
 AX0543                          SUPERSEDED SURVEY CONTROL
 AX0543
 AX0543  NGVD 29 (??/??/92)   21.633  (m)           70.97   (f) ADJ UNCH    2 0
 AX0543
 AX0543.Superseded values are not recommended for survey control.
 AX0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0543.See file dsdata.txt to determine how the superseded data were derived.
 AX0543
 AX0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT718175(NAD 83)
 AX0543_MARKER: DB = BENCH MARK DISK
 AX0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0543_SP_SET: CULVERT
 AX0543_STAMPING: M 575 1941
 AX0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0543
 AX0543  HISTORY     - Date     Condition        Report By
 AX0543  HISTORY     - 1941     MONUMENTED       CGS
 AX0543  HISTORY     - 1990     POOR             USPSQD
 AX0543
 AX0543                          STATION DESCRIPTION
 AX0543
 AX0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0543'IN DANEVANG.
 AX0543'THE BENCH MARK IS AT DANEVANG ALONG STATE HIGHWAY 71.  BENCH MARK IS
 AX0543'AT THE INTERSECTION OF THE CROSSROADS IN DANEVANG, 30.0 FEET WEST OF
 AX0543'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 20.0
 AX0543'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, AND SET IN THE TOP
 AX0543'OF THE SOUTH END OF THE WEST HEADWALL OF A 4X4 FOOT CONCRETE BOX
 AX0543'CULVERT UNDER THE HIGHWAY AND IS STAMPED M 575 1941.
 AX0543
 AX0543                          STATION RECOVERY (1990)
 AX0543
 AX0543'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0543'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0230 ***********************************************************************
 AN0230  DESIGNATION -  M 576
 AN0230  PID         -  AN0230
 AN0230  STATE/COUNTY-  TX/MATAGORDA
 AN0230  USGS QUAD   -  MARKHAM (1995)
 AN0230
 AN0230                         *CURRENT SURVEY CONTROL
 AN0230  ___________________________________________________________________
 AN0230* NAD 83(1986)-  28 58 46.     (N)    096 04 50.     (W)     SCALED    
 AN0230* NAVD 88     -        16.92   (+/-2cm)      55.5    (feet)  VERTCON   
 AN0230  ___________________________________________________________________
 AN0230  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN0230
 AN0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0230
 AN0230.The horizontal coordinates were scaled from a topographic map and have
 AN0230.an estimated accuracy of +/- 6 seconds.
 AN0230
 AN0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0230.The vertical order pertains to the NGVD 29 superseded value.
 AN0230
 AN0230.The geoid height was determined by GEOID03.
 AN0230
 AN0230;                    North         East    Units  Estimated Accuracy
 AN0230;SPC TXSC     - 4,130,570.      884,460.      MT  (+/- 180 meters Scaled)
 AN0230
 AN0230                          SUPERSEDED SURVEY CONTROL
 AN0230
 AN0230  NGVD 29 (??/??/92)   16.945  (m)           55.59   (f) ADJ UNCH    2 0
 AN0230
 AN0230.Superseded values are not recommended for survey control.
 AN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0230.See file dsdata.txt to determine how the superseded data were derived.
 AN0230
 AN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT844092(NAD 83)
 AN0230_MARKER: DB = BENCH MARK DISK
 AN0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0230_SP_SET: CULVERT
 AN0230_STAMPING: M 576 1941
 AN0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0230+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AN0230
 AN0230  HISTORY     - Date     Condition        Report By
 AN0230  HISTORY     - 1941     MONUMENTED
 AN0230  HISTORY     - 1943     GOOD             NGS
 AN0230  HISTORY     - 1991     GOOD             USPSQD
 AN0230  HISTORY     - 20060312 GOOD             USPSQD
 AN0230
 AN0230                          STATION DESCRIPTION
 AN0230
 AN0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0230'1.6 MI NW FROM MARKHAM.
 AN0230'ABOUT 1.6 MILES NORTHWEST ALONG A PAVED ROAD FROM THE TEXAS AND NEW
 AN0230'ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, ABOUT 0.4 MILE
 AN0230'NORTHWEST OF A CURVE, AT A SMALL CONCRETE CULVERT, AT THE NORTHWEST
 AN0230'END OF THE NORTHEAST HEAD WALL, IN THE TOP OF THE NORTH WING WALL,
 AN0230'16.4 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 AN0230'WITH THE ROAD.  A TEXAS RECLAMATION DEPARTMENT STANDARD DISK, STAMPED
 AN0230'M 576 1941.
 AN0230
 AN0230                          STATION RECOVERY (1991)
 AN0230
 AN0230'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0230'RECOVERED IN GOOD CONDITION.
 AN0230
 AN0230                          STATION RECOVERY (2006)
 AN0230
 AN0230'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0230'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0488 ***********************************************************************
 AX0488  DESIGNATION -  M 577
 AX0488  PID         -  AX0488
 AX0488  STATE/COUNTY-  TX/WHARTON
 AX0488  USGS QUAD   -  LANE CITY (1980)
 AX0488
 AX0488                         *CURRENT SURVEY CONTROL
 AX0488  ___________________________________________________________________
 AX0488* NAD 83(1986)-  29 09 16.     (N)    096 03 32.     (W)     SCALED    
 AX0488* NAVD 88     -        22.48   (+/-2cm)      73.8    (feet)  VERTCON   
 AX0488  ___________________________________________________________________
 AX0488  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0488
 AX0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0488
 AX0488.The horizontal coordinates were scaled from a topographic map and have
 AX0488.an estimated accuracy of +/- 6 seconds.
 AX0488
 AX0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0488.The vertical order pertains to the NGVD 29 superseded value.
 AX0488
 AX0488.The geoid height was determined by GEOID03.
 AX0488
 AX0488;                    North         East    Units  Estimated Accuracy
 AX0488;SPC TXSC     - 4,150,010.      886,080.      MT  (+/- 180 meters Scaled)
 AX0488
 AX0488                          SUPERSEDED SURVEY CONTROL
 AX0488
 AX0488  NGVD 29 (??/??/92)   22.489  (m)           73.78   (f) ADJ UNCH    2 0
 AX0488
 AX0488.Superseded values are not recommended for survey control.
 AX0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0488.See file dsdata.txt to determine how the superseded data were derived.
 AX0488
 AX0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT861286(NAD 83)
 AX0488_MARKER: DB = BENCH MARK DISK
 AX0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0488_STAMPING: M 577 1941
 AX0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0488+STABILITY: SURFACE MOTION
 AX0488
 AX0488  HISTORY     - Date     Condition        Report By
 AX0488  HISTORY     - 1941     MONUMENTED       CGS
 AX0488
 AX0488                          STATION DESCRIPTION
 AX0488
 AX0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0488'14.3 MI SE FROM PIERCE.
 AX0488'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PIERCE--
 AX0488'PROCEED 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 59 TO THE
 AX0488'INTERSECTION OF GRAVELED ROAD.  THENCE, GO 9.2 MILES SOUTHEASTERLY
 AX0488'ALONG THE GRAVELD ROAD TOWARDS MARKHAM TO INTERSECTION OF A CROSSROAD.
 AX0488'THENCE, GO 4.6 MILES NORTHEASTERLY ALONG THE ROAD TO THE SITE OF THE
 AX0488'BENCH MARK.  BENCH MARK IS AT INTERSECTION OF ROAD, 33.0 FEET
 AX0488'SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX0488'ROAD AND 45.0 FEET SOUTHWEST OF THE CENTERLINE OF THE SIDE ROAD. IT IS
 AX0488'3.0 FEET NORTHWEST OF A 4X4 INCH WOODEN MARKER POST AND 1.0 FOOT EAST
 AX0488'OF A NORTH-SOUTH FENCE.  THE MONUMENT PROJECTS 0.5 FOOT, STAMPED M 577
 AX0488'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0120 ***********************************************************************
 AN0120  DESIGNATION -  M 578
 AN0120  PID         -  AN0120
 AN0120  STATE/COUNTY-  TX/JACKSON
 AN0120  USGS QUAD   -  FRANCITAS (1995)
 AN0120
 AN0120                         *CURRENT SURVEY CONTROL
 AN0120  ___________________________________________________________________
 AN0120* NAD 83(1986)-  28 52 11.     (N)    096 20 19.     (W)     SCALED    
 AN0120* NAVD 88     -        12.08   (+/-2cm)      39.6    (feet)  VERTCON   
 AN0120  ___________________________________________________________________
 AN0120  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0120
 AN0120  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0120
 AN0120.The horizontal coordinates were scaled from a topographic map and have
 AN0120.an estimated accuracy of +/- 6 seconds.
 AN0120
 AN0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0120.The vertical order pertains to the NGVD 29 superseded value.
 AN0120
 AN0120.The geoid height was determined by GEOID03.
 AN0120
 AN0120;                    North         East    Units  Estimated Accuracy
 AN0120;SPC TXSC     - 4,117,810.      859,600.      MT  (+/- 180 meters Scaled)
 AN0120
 AN0120                          SUPERSEDED SURVEY CONTROL
 AN0120
 AN0120  NGVD 29 (??/??/92)   12.128  (m)           39.79   (f) ADJ UNCH    1 2
 AN0120
 AN0120.Superseded values are not recommended for survey control.
 AN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0120.See file dsdata.txt to determine how the superseded data were derived.
 AN0120
 AN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS595964(NAD 83)
 AN0120_MARKER: DB = BENCH MARK DISK
 AN0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0120_STAMPING: M 578 1941
 AN0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0120+STABILITY: SURFACE MOTION
 AN0120
 AN0120  HISTORY     - Date     Condition        Report By
 AN0120  HISTORY     - 1941     MONUMENTED       CGS
 AN0120  HISTORY     - 1951     GOOD             NGS
 AN0120  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0120
 AN0120                          STATION DESCRIPTION
 AN0120
 AN0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0120'0.8 MI N FROM FRANCITAS.
 AN0120'0.8 MILE NORTH ALONG A DIRT ROAD FROM THE ST. LOUIS, BROWNSVILLE AND
 AN0120'MEXICO RAILROAD STATION AT FRANCITAS, ON THE OUTSIDE OF A CURVE IN THE
 AN0120'ROAD, 96 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO A
 AN0120'LARGE TWO STORY HOUSE, 64 FEET NORTHWEST OF THE CENTER LINE OF A DIRT
 AN0120'ROAD, 32 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO A LARGE
 AN0120'WHITE BARN, 3 FEET SOUTHEAST OF A FENCE CORNER, 3.2 FEET WEST OF A
 AN0120'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AN0120'FOOT ABOVE THE GROUND.
 AN0120
 AN0120                          STATION RECOVERY (1978)
 AN0120
 AN0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0120'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0106 ***********************************************************************
 AN0106  DESIGNATION -  M 579
 AN0106  PID         -  AN0106
 AN0106  STATE/COUNTY-  TX/JACKSON
 AN0106  USGS QUAD   -  FRANCITAS NW (1995)
 AN0106
 AN0106                         *CURRENT SURVEY CONTROL
 AN0106  ___________________________________________________________________
 AN0106* NAD 83(1986)-  28 57 05.     (N)    096 26 37.     (W)     SCALED    
 AN0106* NAVD 88     -        16.88   (+/-2cm)      55.4    (feet)  VERTCON   
 AN0106  ___________________________________________________________________
 AN0106  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0106
 AN0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0106
 AN0106.The horizontal coordinates were scaled from a topographic map and have
 AN0106.an estimated accuracy of +/- 6 seconds.
 AN0106
 AN0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0106.The vertical order pertains to the NGVD 29 superseded value.
 AN0106
 AN0106.The geoid height was determined by GEOID03.
 AN0106
 AN0106;                    North         East    Units  Estimated Accuracy
 AN0106;SPC TXSC     - 4,126,630.      849,160.      MT  (+/- 180 meters Scaled)
 AN0106
 AN0106                          SUPERSEDED SURVEY CONTROL
 AN0106
 AN0106  NGVD 29 (??/??/92)   16.901  (m)           55.45   (f) ADJ UNCH    2 0
 AN0106
 AN0106.Superseded values are not recommended for survey control.
 AN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0106.See file dsdata.txt to determine how the superseded data were derived.
 AN0106
 AN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT491052(NAD 83)
 AN0106_MARKER: DB = BENCH MARK DISK
 AN0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0106_SP_SET: CULVERT
 AN0106_STAMPING: M 579 1941
 AN0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0106
 AN0106  HISTORY     - Date     Condition        Report By
 AN0106  HISTORY     - 1941     MONUMENTED       CGS
 AN0106
 AN0106                          STATION DESCRIPTION
 AN0106
 AN0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0106'13.4 MI NW FROM FRANCITAS.
 AN0106'ABOUT 6.8 MILES NORTH ALONG A GRADED ROAD FROM THE ST. LOUIS,
 AN0106'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0106'THENCE ABOUT 6.6 MILES WEST ALONG STATE HIGHWAY 111.  ABOUT 300 FEET
 AN0106'WEST OF A GATE IN THE SOUTH RIGHT-OF-WAY FENCE, AT A 2- BY 4-FOOT
 AN0106'CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL,
 AN0106'17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 AN0106'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 579 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0906 ***********************************************************************
 AB0906  DESIGNATION -  M 58
 AB0906  PID         -  AB0906
 AB0906  STATE/COUNTY-  TX/CAMERON
 AB0906  USGS QUAD   -  SANTA MARIA (1970)
 AB0906
 AB0906                         *CURRENT SURVEY CONTROL
 AB0906  ___________________________________________________________________
 AB0906* NAD 83(1986)-  26 04 09.     (N)    097 48 02.     (W)     SCALED    
 AB0906* NAVD 88     -        18.585  (meters)      60.97   (feet)  ADJUSTED  
 AB0906  ___________________________________________________________________
 AB0906  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AB0906  DYNAMIC HT  -          18.555 (meters)      60.88  (feet)  COMP
 AB0906  MODELED GRAV-     979,016.4   (mgal)                       NAVD 88
 AB0906
 AB0906  VERT ORDER  -  SECOND    CLASS 0
 AB0906
 AB0906.The horizontal coordinates were scaled from a topographic map and have
 AB0906.an estimated accuracy of +/- 6 seconds.
 AB0906
 AB0906.The orthometric height was determined by differential leveling
 AB0906.and adjusted by the National Geodetic Survey in June 1991..
 AB0906
 AB0906.The geoid height was determined by GEOID03.
 AB0906
 AB0906.The dynamic height is computed by dividing the NAVD 88
 AB0906.geopotential number by the normal gravity value computed on the
 AB0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0906.degrees latitude (g = 980.6199 gals.).
 AB0906
 AB0906.The modeled gravity was interpolated from observed gravity values.
 AB0906
 AB0906;                    North         East    Units  Estimated Accuracy
 AB0906;SPC TX S     - 5,044,790.      369,990.      MT  (+/- 180 meters Scaled)
 AB0906
 AB0906                          SUPERSEDED SURVEY CONTROL
 AB0906
 AB0906  NGVD 29 (??/??/92)   18.692  (m)           61.33   (f) ADJ UNCH    2 0
 AB0906
 AB0906.Superseded values are not recommended for survey control.
 AB0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0906.See file dsdata.txt to determine how the superseded data were derived.
 AB0906
 AB0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP199838(NAD 83)
 AB0906_MARKER: DD = SURVEY DISK
 AB0906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0906_SP_SET: CULVERT
 AB0906_STAMPING: M 58 61.22
 AB0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0906
 AB0906  HISTORY     - Date     Condition        Report By
 AB0906  HISTORY     - UNK      MONUMENTED
 AB0906  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0906
 AB0906                          STATION DESCRIPTION
 AB0906
 AB0906'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0906'6.6 MI W FROM LANDRUM.
 AB0906'6.6 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0906'LANDRUM, AT A DIRT-ROAD INTERSECTION, 36.2 FEET SOUTH OF THE
 AB0906'CENTERLINE OF THE HIGHWAY, 14.7 FEET EAST OF THE CENTERLINE OF THE
 AB0906'DIRT ROAD, AT A 1.5-FOOT CONCRETE-PIPE CULVERT UNDER THE DIRT ROAD, IN
 AB0906'THE CENTER OF THE TOP OF THE EAST HEADWALL, AND ABOUT 1-1/2 FEET
 AB0906'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1755 ***********************************************************************
 BK1755  DESIGNATION -  M 58
 BK1755  PID         -  BK1755
 BK1755  STATE/COUNTY-  TX/ORANGE
 BK1755  USGS QUAD   -  ORANGEFIELD (1974)
 BK1755
 BK1755                         *CURRENT SURVEY CONTROL
 BK1755  ___________________________________________________________________
 BK1755* NAD 83(1986)-  30 05 26.     (N)    093 45 05.     (W)     SCALED    
 BK1755* NAVD 88     -         2.39   (+/-2cm)       7.8    (feet)  VERTCON   
 BK1755  ___________________________________________________________________
 BK1755  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK1755
 BK1755  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1755
 BK1755.The horizontal coordinates were scaled from a topographic map and have
 BK1755.an estimated accuracy of +/- 6 seconds.
 BK1755
 BK1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1755.The vertical order pertains to the NGVD 29 superseded value.
 BK1755
 BK1755.The geoid height was determined by GEOID03.
 BK1755
 BK1755;                    North         East    Units  Estimated Accuracy
 BK1755;SPC TX C     - 3,065,760.    1,334,120.      MT  (+/- 180 meters Scaled)
 BK1755
 BK1755                          SUPERSEDED SURVEY CONTROL
 BK1755
 BK1755  NGVD 29 (??/??/??)    2.343  (m)            7.69   (f) ADJUSTED    1 2
 BK1755
 BK1755.Superseded values are not recommended for survey control.
 BK1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1755.See file dsdata.txt to determine how the superseded data were derived.
 BK1755
 BK1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP275290(NAD 83)
 BK1755_MARKER: DB = BENCH MARK DISK
 BK1755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BK1755_SP_SET: BRIDGE
 BK1755_STAMPING: M 58 1918
 BK1755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1755
 BK1755  HISTORY     - Date     Condition        Report By
 BK1755  HISTORY     - 1918     MONUMENTED       CGS
 BK1755  HISTORY     - 1972     MARK NOT FOUND   NGS
 BK1755  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BK1755  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1755  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1755  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 BK1755
 BK1755                          STATION DESCRIPTION
 BK1755
 BK1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1755'0.6 MI W FROM ORANGE.
 BK1755'0.6 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BK1755'STATION AT ORANGE, 126 FEET NORTH OF THE CENTER OF A ROAD CROSSING,
 BK1755'110 FEET NORTHWEST OF THE NORTHWEST RAIL, 10 FEET SOUTHEAST OF THE
 BK1755'CENTERLINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF
 BK1755'THE SOUTHWEST ABUTMENT OF AN ABANDONED CONCRETE HIGHWAY BRIDGE.
 BK1755
 BK1755                          STATION RECOVERY (1990)
 BK1755
 BK1755'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHB)
 BK1755'MARK NOT FOUND.
 BK1755
 BK1755                          STATION RECOVERY (1996)
 BK1755
 BK1755'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1755'MARK NOT FOUND.
 BK1755
 BK1755                          STATION RECOVERY (2002)
 BK1755
 BK1755'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1755'BRIDGE WAS REPLACED IN 1960 AND HAS A NEW CONCRETE ABUTMENT.  MARKER
 BK1755'NO LONGER EXISTS.
 BK1755
 BK1755                          STATION RECOVERY (2004)
 BK1755
 BK1755'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BK1755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0870 ***********************************************************************
 AN0870  DESIGNATION -  M 580 RESET 1955
 AN0870  PID         -  AN0870
 AN0870  STATE/COUNTY-  TX/CALHOUN
 AN0870  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0870
 AN0870                         *CURRENT SURVEY CONTROL
 AN0870  ___________________________________________________________________
 AN0870* NAD 83(1986)-  28 30 33.     (N)    096 38 43.     (W)     SCALED    
 AN0870* NAVD 88     -         3.72   (+/-2cm)      12.2    (feet)  VERTCON   
 AN0870  ___________________________________________________________________
 AN0870  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0870
 AN0870  VERT ORDER  -  THIRD (See Below)
 AN0870
 AN0870.The horizontal coordinates were scaled from a topographic map and have
 AN0870.an estimated accuracy of +/- 6 seconds.
 AN0870
 AN0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0870.The vertical order pertains to the NGVD 29 superseded value.
 AN0870
 AN0870.The geoid height was determined by GEOID03.
 AN0870
 AN0870;                    North         East    Units  Estimated Accuracy
 AN0870;SPC TXSC     - 4,077,220.      830,490.      MT  (+/- 180 meters Scaled)
 AN0870
 AN0870                          SUPERSEDED SURVEY CONTROL
 AN0870
 AN0870  NGVD 29 (??/??/??)    3.84   (m)           12.6    (f) RESET       3  
 AN0870
 AN0870.Superseded values are not recommended for survey control.
 AN0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0870.See file dsdata.txt to determine how the superseded data were derived.
 AN0870
 AN0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS304558(NAD 83)
 AN0870_MARKER: DB = BENCH MARK DISK
 AN0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0870_SP_SET: CULVERT
 AN0870_STAMPING: M 580 RESET 1955
 AN0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0870
 AN0870  HISTORY     - Date     Condition        Report By
 AN0870  HISTORY     - 1955     MONUMENTED       TXHD
 AN0870  HISTORY     - 1962     GOOD             TXHD
 AN0870  HISTORY     - 19980725 GOOD             USPSQD
 AN0870
 AN0870                          STATION DESCRIPTION
 AN0870
 AN0870'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AN0870'8.9 MI S FROM PORT LAVACA.
 AN0870'8.9 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0870'PORT LAVACA.  AT A 75-FOOT CONCRETE SLAB SPAN BRIDGE, 21.5 FEET WEST
 AN0870'OF THE CENTERLINE OF THE HIGHWAY, ABOUT THE SAME ELEVATION AS THE
 AN0870'HIGHWAY, AND SET IN THE TOP OF THE NORTHERN MOST WING WALL.
 AN0870
 AN0870                          STATION RECOVERY (1998)
 AN0870
 AN0870'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0190 ***********************************************************************
 AM0190  DESIGNATION -  M 581
 AM0190  PID         -  AM0190
 AM0190  STATE/COUNTY-  TX/MATAGORDA
 AM0190  USGS QUAD   -  BAY CITY (1972)
 AM0190
 AM0190                         *CURRENT SURVEY CONTROL
 AM0190  ___________________________________________________________________
 AM0190* NAD 83(1986)-  28 56 56.     (N)    095 59 36.     (W)     SCALED    
 AM0190* NAVD 88     -        14.40   (+/-2cm)      47.2    (feet)  VERTCON   
 AM0190  ___________________________________________________________________
 AM0190  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AM0190
 AM0190  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0190
 AM0190.The horizontal coordinates were scaled from a topographic map and have
 AM0190.an estimated accuracy of +/- 6 seconds.
 AM0190
 AM0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0190.The vertical order pertains to the NGVD 29 superseded value.
 AM0190
 AM0190.The geoid height was determined by GEOID03.
 AM0190
 AM0190;                    North         East    Units  Estimated Accuracy
 AM0190;SPC TXSC     - 4,127,400.      893,050.      MT  (+/- 180 meters Scaled)
 AM0190
 AM0190                          SUPERSEDED SURVEY CONTROL
 AM0190
 AM0190  NGVD 29 (??/??/92)   14.434  (m)           47.36   (f) ADJ UNCH    1 1
 AM0190
 AM0190.Superseded values are not recommended for survey control.
 AM0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0190.See file dsdata.txt to determine how the superseded data were derived.
 AM0190
 AM0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN082060(NAD 83)
 AM0190_MARKER: DB = BENCH MARK DISK
 AM0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0190_STAMPING: M 581 1941
 AM0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0190+STABILITY: SURFACE MOTION
 AM0190
 AM0190  HISTORY     - Date     Condition        Report By
 AM0190  HISTORY     - 1941     MONUMENTED       CGS
 AM0190  HISTORY     - 1972     GOOD             NGS
 AM0190
 AM0190                          STATION DESCRIPTION
 AM0190
 AM0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0190'2.85 MI SW FROM BAY CITY.
 AM0190'2.85 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AM0190'STATION AT BAY CITY, 3 POLES NORTH OF MILEPOLE 281, 1 1/4 POLES SOUTH
 AM0190'OF THE CROSSING OF A PRIVATE ROAD AND STEEL GATE, 66.0 FEET WEST OF
 AM0190'THE WEST RAIL, 28 FEET WEST-SOUTHWEST OF THE THIRD POLE NORTH OF THE
 AM0190'MILEPOLE, 5.0 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 1.9 FEET NORTH
 AM0190'OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK, AND SET IN THE
 AM0190'TOP OF A CONCRETE POST PROJECTING 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0281 ***********************************************************************
 AN0281  DESIGNATION -  M 582
 AN0281  PID         -  AN0281
 AN0281  STATE/COUNTY-  TX/MATAGORDA
 AN0281  USGS QUAD   -  PALACIOS (1995)
 AN0281
 AN0281                         *CURRENT SURVEY CONTROL
 AN0281  ___________________________________________________________________
 AN0281* NAD 83(1986)-  28 42 54.     (N)    096 09 52.     (W)     SCALED    
 AN0281* NAVD 88     -         2.26   (+/-2cm)       7.4    (feet)  VERTCON   
 AN0281  ___________________________________________________________________
 AN0281  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN0281
 AN0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0281
 AN0281.The horizontal coordinates were scaled from a topographic map and have
 AN0281.an estimated accuracy of +/- 6 seconds.
 AN0281
 AN0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0281.The vertical order pertains to the NGVD 29 superseded value.
 AN0281
 AN0281.The geoid height was determined by GEOID03.
 AN0281
 AN0281;                    North         East    Units  Estimated Accuracy
 AN0281;SPC TXSC     - 4,101,070.      877,000.      MT  (+/- 180 meters Scaled)
 AN0281
 AN0281                          SUPERSEDED SURVEY CONTROL
 AN0281
 AN0281  NGVD 29 (??/??/92)    2.321  (m)            7.61   (f) ADJ UNCH    2 0
 AN0281
 AN0281.Superseded values are not recommended for survey control.
 AN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0281.See file dsdata.txt to determine how the superseded data were derived.
 AN0281
 AN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS769797(NAD 83)
 AN0281_MARKER: DB = BENCH MARK DISK
 AN0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0281_STAMPING: M 582 1941
 AN0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0281+STABILITY: SURFACE MOTION
 AN0281
 AN0281  HISTORY     - Date     Condition        Report By
 AN0281  HISTORY     - 1941     MONUMENTED       CGS
 AN0281  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AN0281
 AN0281                          STATION DESCRIPTION
 AN0281
 AN0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0281'1.2 MI SE FROM COLLEGEPORT.
 AN0281'1.2 MILES SOUTHEAST OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH MARK
 AN0281'MAY BE REACHED FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A PAVED
 AN0281'COUNTY ROAD, THENCE 0.6 MILE SOUTH ALONG THE OYSTER LAKE ROAD. IT IS
 AN0281'0.2 MILE SOUTH OF THE COLLEGEPORT DRUG STORE, 0.2 MILE NORTH OF THE
 AN0281'JUNCTION OF A PAVED ROAD LEADING EAST, 109 FEET NORTHEAST OF THE
 AN0281'NORTHEAST CORNER OF A TWO-STORY WHITE RANCHHOUSE, AT THE JUNCTION OF A
 AN0281'RANCH ROAD, 46 FEET EAST OF THE CENTER LINE OF THE OYSTER LAKE ROAD,
 AN0281'19 FEET NORTH OF THE CENTER LINE OF THE RANCH ROAD, IN A FENCE CORNER,
 AN0281'AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AN0281'STAMPED M 582 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0281'0.4 FOOT ABOVE GROUND.
 AN0281
 AN0281                          STATION RECOVERY (1996)
 AN0281
 AN0281'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0196 ***********************************************************************
 AN0196  DESIGNATION -  M 583
 AN0196  PID         -  AN0196
 AN0196  STATE/COUNTY-  TX/MATAGORDA
 AN0196  USGS QUAD   -  BLESSING (1995)
 AN0196
 AN0196                         *CURRENT SURVEY CONTROL
 AN0196  ___________________________________________________________________
 AN0196* NAD 83(1986)-  28 47 35.     (N)    096 12 36.     (W)     SCALED    
 AN0196* NAVD 88     -         8.56   (+/-2cm)      28.1    (feet)  VERTCON   
 AN0196  ___________________________________________________________________
 AN0196  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN0196
 AN0196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0196
 AN0196.The horizontal coordinates were scaled from a topographic map and have
 AN0196.an estimated accuracy of +/- 6 seconds.
 AN0196
 AN0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0196.The vertical order pertains to the NGVD 29 superseded value.
 AN0196
 AN0196.The geoid height was determined by GEOID03.
 AN0196
 AN0196;                    North         East    Units  Estimated Accuracy
 AN0196;SPC TXSC     - 4,109,610.      872,340.      MT  (+/- 180 meters Scaled)
 AN0196
 AN0196                          SUPERSEDED SURVEY CONTROL
 AN0196
 AN0196  NGVD 29 (??/??/92)    8.62   (m)           28.3    (f) COMPUTED    2 0
 AN0196
 AN0196.Superseded values are not recommended for survey control.
 AN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0196.See file dsdata.txt to determine how the superseded data were derived.
 AN0196
 AN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS723882(NAD 83)
 AN0196_MARKER: DB = BENCH MARK DISK
 AN0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0196_SP_SET: CULVERT
 AN0196_STAMPING: M 583 1941
 AN0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0196
 AN0196  HISTORY     - Date     Condition        Report By
 AN0196  HISTORY     - 1941     MONUMENTED       CGS
 AN0196
 AN0196                          STATION DESCRIPTION
 AN0196
 AN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0196'5.5 MI SE FROM BLESSING.
 AN0196'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AN0196'BLESSING-- GO 0.4 MILE EASTERLY ALONG STATE HIWAY NO. 93 TO THE
 AN0196'JUNCTION OF STATE HIWAY NO. 35, THENCE SOUTHERLY (RIGHT) 5.1 MILES
 AN0196'ALONG HIWAY NO. 35 TO THE SITE OF THE MARK.  BENCH MARK IS 0.8 MILE
 AN0196'NORTH OF T ROAD TO THE WEST, ON TOP OF THE NORTH WINGWALL AT THE WEST
 AN0196'END OF A 5X5 FOOT BOX CULVERT UNDER HIWAY NO. 35.  A MONEL METAL DISK
 AN0196'SET HORIZONTALLY IN A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0197 ***********************************************************************
 AN0197  DESIGNATION -  M 583 RESET 1963
 AN0197  PID         -  AN0197
 AN0197  STATE/COUNTY-  TX/MATAGORDA
 AN0197  USGS QUAD   -  BLESSING (1995)
 AN0197
 AN0197                         *CURRENT SURVEY CONTROL
 AN0197  ___________________________________________________________________
 AN0197* NAD 83(1986)-  28 47 35.     (N)    096 12 36.     (W)     SCALED    
 AN0197* NAVD 88     -         7.95   (+/-2cm)      26.1    (feet)  VERTCON   
 AN0197  ___________________________________________________________________
 AN0197  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN0197
 AN0197  VERT ORDER  -  THIRD (See Below)
 AN0197
 AN0197.The horizontal coordinates were scaled from a topographic map and have
 AN0197.an estimated accuracy of +/- 6 seconds.
 AN0197
 AN0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0197.The vertical order pertains to the NGVD 29 superseded value.
 AN0197
 AN0197.The geoid height was determined by GEOID03.
 AN0197
 AN0197;                    North         East    Units  Estimated Accuracy
 AN0197;SPC TXSC     - 4,109,610.      872,340.      MT  (+/- 180 meters Scaled)
 AN0197
 AN0197                          SUPERSEDED SURVEY CONTROL
 AN0197
 AN0197  NGVD 29 (??/??/??)    8.00   (m)           26.2    (f) RESET       3  
 AN0197
 AN0197.Superseded values are not recommended for survey control.
 AN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0197.See file dsdata.txt to determine how the superseded data were derived.
 AN0197
 AN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS723882(NAD 83)
 AN0197_MARKER: DB = BENCH MARK DISK
 AN0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0197_STAMPING: M 583 RESET 1963
 AN0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0197+STABILITY: SURFACE MOTION
 AN0197
 AN0197  HISTORY     - Date     Condition        Report By
 AN0197  HISTORY     - 1963     MONUMENTED       CGS
 AN0197  HISTORY     - 1991     GOOD             USPSQD
 AN0197
 AN0197                          STATION DESCRIPTION
 AN0197
 AN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0197'6.45 MI SE FROM BLESSING.
 AN0197'ABOUT 1.0 MILE EAST ALONG FARM ROAD 616 FROM BLESSING, THENCE 5.45
 AN0197'MILES SOUTH ALONG STATE HIGHWAY 35, OR 0.35 MILE NORTH OF T-JUNCTION
 AN0197'OF FARM ROAD 521, 146 FEET SOUTH OF CENTER OF STEEL CATTLE GUARD, 80
 AN0197'FEET EAST OF CENTER LINE OF HIGHWAY 35, 39 FEET SOUTH OF POWER POLE, 2
 AN0197'FEET NORTHEAST OF STEEL WITNESS POST.  AT TEXAS HIGHWAY DEPARTMENT
 AN0197'STATION 1226 +17.  A STANDARD DISK STAMPED M 583 RESET 1963 SET IN 10-
 AN0197'BY 10-INCH CONCRETE POST WHICH PROJECTS 4-INCHES.
 AN0197
 AN0197                          STATION RECOVERY (1991)
 AN0197
 AN0197'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0176 ***********************************************************************
 AN0176  DESIGNATION -  M 584
 AN0176  PID         -  AN0176
 AN0176  STATE/COUNTY-  TX/JACKSON
 AN0176  USGS QUAD   -  TURTLE BAY (1995)
 AN0176
 AN0176                         *CURRENT SURVEY CONTROL
 AN0176  ___________________________________________________________________
 AN0176* NAD 83(1986)-  28 43 10.     (N)    096 19 28.     (W)     SCALED    
 AN0176* NAVD 88     -         5.25   (+/-2cm)      17.2    (feet)  VERTCON   
 AN0176  ___________________________________________________________________
 AN0176  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN0176
 AN0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0176
 AN0176.The horizontal coordinates were scaled from a topographic map and have
 AN0176.an estimated accuracy of +/- 6 seconds.
 AN0176
 AN0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0176.The vertical order pertains to the NGVD 29 superseded value.
 AN0176
 AN0176.The geoid height was determined by GEOID03.
 AN0176
 AN0176;                    North         East    Units  Estimated Accuracy
 AN0176;SPC TXSC     - 4,101,200.      861,360.      MT  (+/- 180 meters Scaled)
 AN0176
 AN0176                          SUPERSEDED SURVEY CONTROL
 AN0176
 AN0176  NGVD 29 (??/??/92)    5.330  (m)           17.49   (f) ADJ UNCH    2 0
 AN0176
 AN0176.Superseded values are not recommended for survey control.
 AN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0176.See file dsdata.txt to determine how the superseded data were derived.
 AN0176
 AN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS613798(NAD 83)
 AN0176_MARKER: DB = BENCH MARK DISK
 AN0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0176_SP_SET: CULVERT
 AN0176_STAMPING: M 584 1941
 AN0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0176
 AN0176  HISTORY     - Date     Condition        Report By
 AN0176  HISTORY     - 1941     MONUMENTED       CGS
 AN0176
 AN0176                          STATION DESCRIPTION
 AN0176
 AN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0176'7.0 MI W FROM PALACIOS.
 AN0176'IN JACKSON COUNTY, 7.0 MILES WEST ALONG STATE HIGHWAY 35 FROM THE
 AN0176'TEXAS AND NEW ORLEANS RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY,
 AN0176'AT A ROAD INTERSECTION, 45 FEET NORTH OF THE CENTER LINE OF THE
 AN0176'HIGHWAY, AT A 5- BY 4-FOOT CONCRETE-BOX CULVERT UNDER THE CROSSROAD,
 AN0176'AND IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL.  A STANDARD
 AN0176'DISK, STAMPED M 584 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0260 ***********************************************************************
 AM0260  DESIGNATION -  M 585
 AM0260  PID         -  AM0260
 AM0260  STATE/COUNTY-  TX/MATAGORDA
 AM0260  USGS QUAD   -  MATAGORDA (1972)
 AM0260
 AM0260                         *CURRENT SURVEY CONTROL
 AM0260  ___________________________________________________________________
 AM0260* NAD 83(1986)-  28 44 09.     (N)    095 53 32.     (W)     SCALED    
 AM0260* NAVD 88     -         4.26   (+/-2cm)      14.0    (feet)  VERTCON   
 AM0260  ___________________________________________________________________
 AM0260  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AM0260
 AM0260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0260
 AM0260.The horizontal coordinates were scaled from a topographic map and have
 AM0260.an estimated accuracy of +/- 6 seconds.
 AM0260
 AM0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0260.The vertical order pertains to the NGVD 29 superseded value.
 AM0260
 AM0260.The geoid height was determined by GEOID03.
 AM0260
 AM0260;                    North         East    Units  Estimated Accuracy
 AM0260;SPC TXSC     - 4,104,060.      903,520.      MT  (+/- 180 meters Scaled)
 AM0260
 AM0260                          SUPERSEDED SURVEY CONTROL
 AM0260
 AM0260  NGVD 29 (??/??/92)    4.307  (m)           14.13   (f) ADJ UNCH    2 0
 AM0260
 AM0260.Superseded values are not recommended for survey control.
 AM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0260.See file dsdata.txt to determine how the superseded data were derived.
 AM0260
 AM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM175821(NAD 83)
 AM0260_MARKER: DB = BENCH MARK DISK
 AM0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0260_STAMPING: M 585 1941
 AM0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0260+STABILITY: SURFACE MOTION
 AM0260
 AM0260  HISTORY     - Date     Condition        Report By
 AM0260  HISTORY     - 1941     MONUMENTED       CGS
 AM0260
 AM0260                          STATION DESCRIPTION
 AM0260
 AM0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0260'0.6 MI N FROM GULF.
 AM0260'0.6 MILE NORTH ALONG A SHELL ROAD FROM THE CITY WATER TANK AT GULF,
 AM0260'475 FEET WEST OF TWO LARGE BRICK CHIMNEYS AT A SULPHUR PLANT, AT THE
 AM0260'JUNCTION OF A ROAD LEADING INTO THE PLANT, 61 FEET SOUTHEAST OF THE
 AM0260'JUNCTION, 48 FEET EAST OF THE CENTERLINE OF THE SHELL ROAD, 33 FEET
 AM0260'SOUTH OF THE CENTERLINE OF THE SULPHUR PLANT ROAD, 9.3 FEET SOUTH OF
 AM0260'THE CONCRETE BASE OF A POLE, 2.7 FEET NORTH OF A WHITE WOODEN WITNESS
 AM0260'POST, AND LEVEL WITH THE SHELL ROAD.  A STANDARD DISK, STAMPED M 585
 AM0260'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 AM0260'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4469 ***********************************************************************
 AW4469  DESIGNATION -  M 586
 AW4469  PID         -  AW4469
 AW4469  STATE/COUNTY-  TX/BRAZORIA
 AW4469  USGS QUAD   -  BRAZORIA (1952)
 AW4469
 AW4469                         *CURRENT SURVEY CONTROL
 AW4469  ___________________________________________________________________
 AW4469* NAD 83(1986)-  29 00 55.     (N)    095 33 04.     (W)     SCALED    
 AW4469* NAVD 88     -         7.15   (+/-2cm)      23.5    (feet)  VERTCON   
 AW4469  ___________________________________________________________________
 AW4469  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW4469
 AW4469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4469
 AW4469.The horizontal coordinates were scaled from a topographic map and have
 AW4469.an estimated accuracy of +/- 6 seconds.
 AW4469
 AW4469.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4469.The vertical order pertains to the NGVD 29 superseded value.
 AW4469
 AW4469.The geoid height was determined by GEOID03.
 AW4469
 AW4469;                    North         East    Units  Estimated Accuracy
 AW4469;SPC TXSC     - 4,135,950.      935,920.      MT  (+/- 180 meters Scaled)
 AW4469
 AW4469                          SUPERSEDED SURVEY CONTROL
 AW4469
 AW4469  NGVD 29 (??/??/92)    7.17   (m)           23.5    (f) COMPUTED    2 0
 AW4469
 AW4469.Superseded values are not recommended for survey control.
 AW4469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4469.See file dsdata.txt to determine how the superseded data were derived.
 AW4469
 AW4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN515123(NAD 83)
 AW4469_MARKER: DB = BENCH MARK DISK
 AW4469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4469_SP_SET: CULVERT
 AW4469_STAMPING: M 586 1942
 AW4469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4469
 AW4469  HISTORY     - Date     Condition        Report By
 AW4469  HISTORY     - 1942     MONUMENTED       CGS
 AW4469  HISTORY     - 1943     GOOD             NGS
 AW4469  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4469
 AW4469                          STATION DESCRIPTION
 AW4469
 AW4469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4469'2.4 MI SE FROM BRAZORIA.
 AW4469'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE MISSOURI PACIFIC
 AW4469'RAILROAD STATION AT BRAZORIA, 0.1 MILE NORTHWEST OF THE CATTLE GUARD
 AW4469'AT THE NORTHWEST EDGE OF CLEMENS STATE (PRISON) FARM, AT THE
 AW4469'T-JUNCTION OF A SHELL ROAD LEADING TO HINKLE FERRY, 18 FEET WEST OF
 AW4469'THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE-BOX CULVERT UNDER THE
 AW4469'HIGHWAY, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL,
 AW4469'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK,
 AW4469'STAMPED M 586 1942.
 AW4469
 AW4469                          STATION RECOVERY (1994)
 AW4469
 AW4469'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0105 ***********************************************************************
 AW0105  DESIGNATION -  M 586 RESET 1961
 AW0105  PID         -  AW0105
 AW0105  STATE/COUNTY-  TX/BRAZORIA
 AW0105  USGS QUAD   -  BRAZORIA (1952)
 AW0105
 AW0105                         *CURRENT SURVEY CONTROL
 AW0105  ___________________________________________________________________
 AW0105* NAD 83(1986)-  29 00 55.     (N)    095 33 05.     (W)     SCALED    
 AW0105* NAVD 88     -         6.34   (+/-2cm)      20.8    (feet)  VERTCON   
 AW0105  ___________________________________________________________________
 AW0105  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW0105
 AW0105  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0105
 AW0105.The horizontal coordinates were scaled from a topographic map and have
 AW0105.an estimated accuracy of +/- 6 seconds.
 AW0105
 AW0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0105.The vertical order pertains to the NGVD 29 superseded value.
 AW0105
 AW0105.The geoid height was determined by GEOID03.
 AW0105
 AW0105;                    North         East    Units  Estimated Accuracy
 AW0105;SPC TXSC     - 4,135,940.      935,890.      MT  (+/- 180 meters Scaled)
 AW0105
 AW0105                          SUPERSEDED SURVEY CONTROL
 AW0105
 AW0105  NGVD 29 (??/??/92)    6.360  (m)           20.87   (f) ADJ UNCH    1 1
 AW0105
 AW0105.Superseded values are not recommended for survey control.
 AW0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0105.See file dsdata.txt to determine how the superseded data were derived.
 AW0105
 AW0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN514123(NAD 83)
 AW0105_MARKER: DD = SURVEY DISK
 AW0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0105_SP_SET: CULVERT
 AW0105_STAMPING: M 586 RESET 1961
 AW0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0105
 AW0105  HISTORY     - Date     Condition        Report By
 AW0105  HISTORY     - 1961     MONUMENTED       CGS
 AW0105  HISTORY     - 1963     GOOD             DOD
 AW0105  HISTORY     - 1978     GOOD             NGS
 AW0105  HISTORY     - 1987     GOOD             USPSQD
 AW0105  HISTORY     - 1989     GOOD             USPSQD
 AW0105  HISTORY     - 19940416 GOOD             USPSQD
 AW0105  HISTORY     - 20010428 MARK NOT FOUND   USPSQD
 AW0105
 AW0105                          STATION DESCRIPTION
 AW0105
 AW0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AW0105'2.3 MI SE FROM BRAZORIA.
 AW0105'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BRAZORIA--
 AW0105'PROCEED 2.3 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 36 TO THE SITE OF
 AW0105'BENCH MARK.  BENCH MARK IS AT THE INTERSECTION OF AN ASPHALT ROAD
 AW0105'LEADING SOUTHERLY TO HINKLE FERRY AND SET HORIZONTALLY IN THE NORTH
 AW0105'END OF THE WEST CONCRETE HEADWALL OF A THREE BARREL CONCRETE PIPE
 AW0105'CULVERT UNDER STATE HIGHWAY 36.  IT IS 36.0 FEET WEST OF AND ABOUT 4.7
 AW0105'FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 AW0105
 AW0105                          STATION RECOVERY (1963)
 AW0105
 AW0105'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1963
 AW0105'RECOVERED IN GOOD CONDITION.
 AW0105
 AW0105                          STATION RECOVERY (1978)
 AW0105
 AW0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0105'RECOVERED IN GOOD CONDITION.
 AW0105
 AW0105                          STATION RECOVERY (1987)
 AW0105
 AW0105'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0105'RECOVERED IN GOOD CONDITION.
 AW0105
 AW0105                          STATION RECOVERY (1989)
 AW0105
 AW0105'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW0105'RECOVERED IN GOOD CONDITION.
 AW0105
 AW0105                          STATION RECOVERY (1994)
 AW0105
 AW0105'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0105'RECOVERED IN GOOD CONDITION.
 AW0105
 AW0105                          STATION RECOVERY (2001)
 AW0105
 AW0105'RECOVERY NOTE BY US POWER SQUADRON 2001
 AW0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0305 ***********************************************************************
 AH0305  DESIGNATION -  M 587
 AH0305  PID         -  AH0305
 AH0305  STATE/COUNTY-  TX/SAN PATRICIO
 AH0305  USGS QUAD   -  TAFT (1975)
 AH0305
 AH0305                         *CURRENT SURVEY CONTROL
 AH0305  ___________________________________________________________________
 AH0305* NAD 83(1986)-  27 53 51.     (N)    097 28 39.     (W)     SCALED    
 AH0305* NAVD 88     -        20.35   (+/-2cm)      66.8    (feet)  VERTCON   
 AH0305  ___________________________________________________________________
 AH0305  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AH0305
 AH0305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0305
 AH0305.The horizontal coordinates were scaled from a topographic map and have
 AH0305.an estimated accuracy of +/- 6 seconds.
 AH0305
 AH0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0305.The vertical order pertains to the NGVD 29 superseded value.
 AH0305
 AH0305.The geoid height was determined by GEOID03.
 AH0305
 AH0305;                    North         East    Units  Estimated Accuracy
 AH0305;SPC TX S     - 5,247,580.      400,670.      MT  (+/- 180 meters Scaled)
 AH0305
 AH0305                          SUPERSEDED SURVEY CONTROL
 AH0305
 AH0305  NGVD 29 (??/??/92)   20.536  (m)           67.38   (f) ADJ UNCH    2 0
 AH0305
 AH0305.Superseded values are not recommended for survey control.
 AH0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0305.See file dsdata.txt to determine how the superseded data were derived.
 AH0305
 AH0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR498867(NAD 83)
 AH0305_MARKER: DB = BENCH MARK DISK
 AH0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0305_STAMPING: M 587 1942
 AH0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0305+STABILITY: SURFACE MOTION
 AH0305
 AH0305  HISTORY     - Date     Condition        Report By
 AH0305  HISTORY     - 1942     MONUMENTED       CGS
 AH0305  HISTORY     - 1951     MARK NOT FOUND   NGS
 AH0305  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0305
 AH0305                          STATION DESCRIPTION
 AH0305
 AH0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0305'8.4 MI SW FROM TAFT.
 AH0305'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT TAFT-- PROCEED
 AH0305'3.7 MILES SOUTHWEST ALONG OILED TOWARDS ODEM TO CURVE AT INTERSECTION
 AH0305'OF CROSSROADS.  THENCE, GO 1.2 MILES SOUTHWESTERLY ALONG DIRT ROAD TO
 AH0305'CURVE.  THENCE 1.5 MILES WEST ALONG DIRT ROAD TO INTERSECTION OF OILED
 AH0305'ROAD LEADING SOUTHERLY.  THENCE, GO 2.0 MILES SOUTH ALONG ROAD TO THE
 AH0305'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE NORTH OF A FARM
 AH0305'HOUSE ON THE WEST SIDE OF THE ROAD, 55.0 FEET SOUTHWEST OF THE CENTER
 AH0305'OF INTERSECTION OF ROAD LEADING EAST ACROSS DRAINAGE DITCH, 38.0 FEET
 AH0305'WEST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE ROAD, 36.0 FEET
 AH0305'NORTH OF FENCE CORNER, 1.4 FEET WEST OF FENCE IN A LANE AND 3.0 FEET
 AH0305'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AH0305'FOOT.
 AH0305
 AH0305                          STATION RECOVERY (1951)
 AH0305
 AH0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0305'MARK NOT FOUND.
 AH0305
 AH0305                          STATION RECOVERY (1996)
 AH0305
 AH0305'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0113 ***********************************************************************
 AH0113  DESIGNATION -  M 589
 AH0113  PID         -  AH0113
 AH0113  STATE/COUNTY-  TX/NUECES
 AH0113  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0113
 AH0113                         *CURRENT SURVEY CONTROL
 AH0113  ___________________________________________________________________
 AH0113* NAD 83(1986)-  27 47 10.     (N)    097 26 53.     (W)     SCALED    
 AH0113* NAVD 88     -        13.64   (+/-2cm)      44.8    (feet)  VERTCON   
 AH0113  ___________________________________________________________________
 AH0113  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH0113
 AH0113  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0113
 AH0113.The horizontal coordinates were scaled from a topographic map and have
 AH0113.an estimated accuracy of +/- 6 seconds.
 AH0113
 AH0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0113.The vertical order pertains to the NGVD 29 superseded value.
 AH0113
 AH0113.The geoid height was determined by GEOID03.
 AH0113
 AH0113;                    North         East    Units  Estimated Accuracy
 AH0113;SPC TX S     - 5,235,260.      403,670.      MT  (+/- 180 meters Scaled)
 AH0113
 AH0113                          SUPERSEDED SURVEY CONTROL
 AH0113
 AH0113  NGVD 29 (??/??/92)   13.854  (m)           45.45   (f) ADJ UNCH    1 2
 AH0113
 AH0113.Superseded values are not recommended for survey control.
 AH0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0113.See file dsdata.txt to determine how the superseded data were derived.
 AH0113
 AH0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR529744(NAD 83)
 AH0113_MARKER: DB = BENCH MARK DISK
 AH0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0113_SP_SET: ABUTMENT
 AH0113_STAMPING: M 589 1942
 AH0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0113
 AH0113  HISTORY     - Date     Condition        Report By
 AH0113  HISTORY     - 1942     MONUMENTED       CGS
 AH0113  HISTORY     - 1959     GOOD             NGS
 AH0113  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0113  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0113
 AH0113                          STATION DESCRIPTION
 AH0113
 AH0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0113'2.6 MI W FROM CORPUS CHRISTI.
 AH0113'ABOUT 2.6 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE FREIGHT
 AH0113'STATION AT CORPUS CHRISTI, 4 FEET SOUTH OF THE SOUTH RAIL, IN THE TOP
 AH0113'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF TRESTLE 158 A, 36
 AH0113'FEET WEST OF THE CENTER OF THE CROSSING OF OMAHA DRIVE, AND ABOUT 1
 AH0113'FOOT BELOW THE LEVEL OF THE TRACKS.
 AH0113
 AH0113                          STATION RECOVERY (1978)
 AH0113
 AH0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0113'NOT RECOVERED THIS DATE.
 AH0113
 AH0113                          STATION RECOVERY (2001)
 AH0113
 AH0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0113'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0907 ***********************************************************************
 AB0907  DESIGNATION -  M 59
 AB0907  PID         -  AB0907
 AB0907  STATE/COUNTY-  TX/CAMERON
 AB0907  USGS QUAD   -  SANTA MARIA (1970)
 AB0907
 AB0907                         *CURRENT SURVEY CONTROL
 AB0907  ___________________________________________________________________
 AB0907* NAD 83(1986)-  26 04 21.     (N)    097 48 30.     (W)     SCALED    
 AB0907* NAVD 88     -        18.425  (meters)      60.45   (feet)  ADJUSTED  
 AB0907  ___________________________________________________________________
 AB0907  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AB0907  DYNAMIC HT  -          18.395 (meters)      60.35  (feet)  COMP
 AB0907  MODELED GRAV-     979,016.2   (mgal)                       NAVD 88
 AB0907
 AB0907  VERT ORDER  -  SECOND    CLASS 0
 AB0907
 AB0907.The horizontal coordinates were scaled from a topographic map and have
 AB0907.an estimated accuracy of +/- 6 seconds.
 AB0907
 AB0907.The orthometric height was determined by differential leveling
 AB0907.and adjusted by the National Geodetic Survey in June 1991..
 AB0907
 AB0907.The geoid height was determined by GEOID03.
 AB0907
 AB0907.The dynamic height is computed by dividing the NAVD 88
 AB0907.geopotential number by the normal gravity value computed on the
 AB0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0907.degrees latitude (g = 980.6199 gals.).
 AB0907
 AB0907.The modeled gravity was interpolated from observed gravity values.
 AB0907
 AB0907;                    North         East    Units  Estimated Accuracy
 AB0907;SPC TX S     - 5,045,150.      369,210.      MT  (+/- 180 meters Scaled)
 AB0907
 AB0907                          SUPERSEDED SURVEY CONTROL
 AB0907
 AB0907  NGVD 29 (??/??/92)   18.532  (m)           60.80   (f) ADJ UNCH    2 0
 AB0907
 AB0907.Superseded values are not recommended for survey control.
 AB0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0907.See file dsdata.txt to determine how the superseded data were derived.
 AB0907
 AB0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP191842(NAD 83)
 AB0907_MARKER: DD = SURVEY DISK
 AB0907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0907_SP_SET: CULVERT
 AB0907_STAMPING: M 59 60.90
 AB0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0907
 AB0907  HISTORY     - Date     Condition        Report By
 AB0907  HISTORY     - UNK      MONUMENTED
 AB0907  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0907
 AB0907                          STATION DESCRIPTION
 AB0907
 AB0907'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0907'7.0 MI W FROM LANDRUM.
 AB0907'7.0 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0907'LANDRUM, 91 YARDS NORTHWEST OF A BRICK FARMHOUSE, AT A 3- BY 4-FOOT
 AB0907'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0907'THE SOUTH HEADWALL, 18.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 AB0907'AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0823 ***********************************************************************
 AN0823  DESIGNATION -  M 591
 AN0823  PID         -  AN0823
 AN0823  STATE/COUNTY-  TX/CALHOUN
 AN0823  USGS QUAD   -  GREEN LAKE (1995)
 AN0823
 AN0823                         *CURRENT SURVEY CONTROL
 AN0823  ___________________________________________________________________
 AN0823* NAD 83(1986)-  28 31 33.     (N)    096 47 30.     (W)     SCALED    
 AN0823* NAVD 88     -        10.34   (+/-2cm)      33.9    (feet)  VERTCON   
 AN0823  ___________________________________________________________________
 AN0823  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN0823
 AN0823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0823
 AN0823.The horizontal coordinates were scaled from a topographic map and have
 AN0823.an estimated accuracy of +/- 6 seconds.
 AN0823
 AN0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0823.The vertical order pertains to the NGVD 29 superseded value.
 AN0823
 AN0823.The geoid height was determined by GEOID03.
 AN0823
 AN0823;                    North         East    Units  Estimated Accuracy
 AN0823;SPC TXSC     - 4,078,790.      816,130.      MT  (+/- 180 meters Scaled)
 AN0823
 AN0823                          SUPERSEDED SURVEY CONTROL
 AN0823
 AN0823  NGVD 29 (??/??/92)   10.470  (m)           34.35   (f) ADJ UNCH    2 0
 AN0823
 AN0823.Superseded values are not recommended for survey control.
 AN0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0823.See file dsdata.txt to determine how the superseded data were derived.
 AN0823
 AN0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS160574(NAD 83)
 AN0823_MARKER: DB = BENCH MARK DISK
 AN0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0823_STAMPING: M 591 1942
 AN0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0823+STABILITY: SURFACE MOTION
 AN0823
 AN0823  HISTORY     - Date     Condition        Report By
 AN0823  HISTORY     - 1942     MONUMENTED       CGS
 AN0823  HISTORY     - 1974     MARK NOT FOUND   NGS
 AN0823  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0823
 AN0823                          STATION DESCRIPTION
 AN0823
 AN0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0823'IN GREEN LAKE.
 AN0823'AT GREEN LAKE, CALHOUN COUNTY, AT THE INTERSECTION OF STATE HIGHWAYS
 AN0823'185 AND 35, 55 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 35,
 AN0823'33 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 185, 35 FEET
 AN0823'SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE CULVERT, 5 FEET EAST OF A
 AN0823'WHITE WOODEN WITNESS POST, 3 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY
 AN0823'POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M
 AN0823'591 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AN0823'FOOT ABOVE GROUND.
 AN0823
 AN0823                          STATION RECOVERY (1974)
 AN0823
 AN0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AN0823'MARK NOT FOUND.
 AN0823
 AN0823                          STATION RECOVERY (1988)
 AN0823
 AN0823'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0333 ***********************************************************************
 AN0333  DESIGNATION -  M 592
 AN0333  PID         -  AN0333
 AN0333  STATE/COUNTY-  TX/CALHOUN
 AN0333  USGS QUAD   -  PORT O'CONNOR (1973)
 AN0333
 AN0333                         *CURRENT SURVEY CONTROL
 AN0333  ___________________________________________________________________
 AN0333* NAD 83(1986)-  28 26 04.     (N)    096 26 10.     (W)     SCALED    
 AN0333* NAVD 88     -         2.36   (+/-2cm)       7.7    (feet)  VERTCON   
 AN0333  ___________________________________________________________________
 AN0333  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN0333
 AN0333  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0333
 AN0333.The horizontal coordinates were scaled from a topographic map and have
 AN0333.an estimated accuracy of +/- 6 seconds.
 AN0333
 AN0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0333.The vertical order pertains to the NGVD 29 superseded value.
 AN0333
 AN0333.The geoid height was determined by GEOID03.
 AN0333
 AN0333;                    North         East    Units  Estimated Accuracy
 AN0333;SPC TXSC     - 4,069,380.      851,150.      MT  (+/- 180 meters Scaled)
 AN0333
 AN0333                          SUPERSEDED SURVEY CONTROL
 AN0333
 AN0333  NGVD 29 (??/??/92)    2.464  (m)            8.08   (f) ADJ UNCH    2 0
 AN0333
 AN0333.Superseded values are not recommended for survey control.
 AN0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0333.See file dsdata.txt to determine how the superseded data were derived.
 AN0333
 AN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS511480(NAD 83)
 AN0333_MARKER: DB = BENCH MARK DISK
 AN0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0333_STAMPING: M 592 1942
 AN0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0333+STABILITY: SURFACE MOTION
 AN0333
 AN0333  HISTORY     - Date     Condition        Report By
 AN0333  HISTORY     - 1942     MONUMENTED       CGS
 AN0333  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0333  HISTORY     - 19980721 MARK NOT FOUND   USPSQD
 AN0333
 AN0333                          STATION DESCRIPTION
 AN0333
 AN0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0333'2.0 MI W FROM PORT OCONNOR.
 AN0333'2.0 MILES WEST ALONG STATE HIGHWAY 185 FROM THE INTERSECTION OF ADAMS
 AN0333'STREET AND PARK AVENUE AT PORT OCONNOR, CALHOUN COUNTY, ON THE NORTH
 AN0333'EDGE OF A SMALL SAND KNOLL COVERED WITH LIVE OAK BUSHES, 60 FEET SOUTH
 AN0333'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF A WHITE WOODEN
 AN0333'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M
 AN0333'592 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.7
 AN0333'FOOT ABOVE GROUND.
 AN0333
 AN0333                          STATION RECOVERY (1990)
 AN0333
 AN0333'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0333'MARK NOT FOUND.
 AN0333
 AN0333                          STATION RECOVERY (1998)
 AN0333
 AN0333'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0853 ***********************************************************************
 AN0853  DESIGNATION -  M 593
 AN0853  PID         -  AN0853
 AN0853  STATE/COUNTY-  TX/CALHOUN
 AN0853  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0853
 AN0853                         *CURRENT SURVEY CONTROL
 AN0853  ___________________________________________________________________
 AN0853* NAD 83(1986)-  28 33 16.     (N)    096 35 15.     (W)     SCALED    
 AN0853* NAVD 88     -         3.57   (+/-2cm)      11.7    (feet)  VERTCON   
 AN0853  ___________________________________________________________________
 AN0853  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0853
 AN0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0853
 AN0853.The horizontal coordinates were scaled from a topographic map and have
 AN0853.an estimated accuracy of +/- 6 seconds.
 AN0853
 AN0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0853.The vertical order pertains to the NGVD 29 superseded value.
 AN0853
 AN0853.The geoid height was determined by GEOID03.
 AN0853
 AN0853;                    North         East    Units  Estimated Accuracy
 AN0853;SPC TXSC     - 4,082,360.      836,050.      MT  (+/- 180 meters Scaled)
 AN0853
 AN0853                          SUPERSEDED SURVEY CONTROL
 AN0853
 AN0853  NGVD 29 (??/??/92)    3.689  (m)           12.10   (f) ADJ UNCH    2 0
 AN0853
 AN0853.Superseded values are not recommended for survey control.
 AN0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0853.See file dsdata.txt to determine how the superseded data were derived.
 AN0853
 AN0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS360609(NAD 83)
 AN0853_MARKER: DB = BENCH MARK DISK
 AN0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0853_STAMPING: M 593 1942
 AN0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0853+STABILITY: SURFACE MOTION
 AN0853
 AN0853  HISTORY     - Date     Condition        Report By
 AN0853  HISTORY     - 1942     MONUMENTED       CGS
 AN0853  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0853
 AN0853                          STATION DESCRIPTION
 AN0853
 AN0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0853'4.4 MI S FROM PORT LAVACA.
 AN0853'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0853'PORT LAVACA, CALHOUN COUNTY, 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0853'316.  AND 1.0 MILE NORTHEAST ALONG THE MAGNOLIA BEACH ROAD.  29 FEET
 AN0853'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTHWEST OF THE
 AN0853'SOUTHWEST GATEPOST, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 AN0853'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M 593 1942 AND SET
 AN0853'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0853
 AN0853                          STATION RECOVERY (1998)
 AN0853
 AN0853'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0854 ***********************************************************************
 AN0854  DESIGNATION -  M 593 RESET 1963
 AN0854  PID         -  AN0854
 AN0854  STATE/COUNTY-  TX/CALHOUN
 AN0854  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0854
 AN0854                         *CURRENT SURVEY CONTROL
 AN0854  ___________________________________________________________________
 AN0854* NAD 83(1986)-  28 33 16.     (N)    096 35 15.     (W)     SCALED    
 AN0854* NAVD 88     -         3.44   (+/-2cm)      11.3    (feet)  VERTCON   
 AN0854  ___________________________________________________________________
 AN0854  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0854
 AN0854  VERT ORDER  -  THIRD (See Below)
 AN0854
 AN0854.The horizontal coordinates were scaled from a topographic map and have
 AN0854.an estimated accuracy of +/- 6 seconds.
 AN0854
 AN0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0854.The vertical order pertains to the NGVD 29 superseded value.
 AN0854
 AN0854.The geoid height was determined by GEOID03.
 AN0854
 AN0854;                    North         East    Units  Estimated Accuracy
 AN0854;SPC TXSC     - 4,082,360.      836,050.      MT  (+/- 180 meters Scaled)
 AN0854
 AN0854                          SUPERSEDED SURVEY CONTROL
 AN0854
 AN0854  NGVD 29 (??/??/??)    3.56   (m)           11.7    (f) RESET       3  
 AN0854
 AN0854.Superseded values are not recommended for survey control.
 AN0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0854.See file dsdata.txt to determine how the superseded data were derived.
 AN0854
 AN0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS360609(NAD 83)
 AN0854_MARKER: DB = BENCH MARK DISK
 AN0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0854_STAMPING: M 593 RESET 1963
 AN0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0854+STABILITY: SURFACE MOTION
 AN0854
 AN0854  HISTORY     - Date     Condition        Report By
 AN0854  HISTORY     - 1963     MONUMENTED       CGS
 AN0854  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0854
 AN0854                          STATION DESCRIPTION
 AN0854
 AN0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0854'8.2 MI SE FROM PORT LAVACA.
 AN0854'ABOUT 4.7 MILES SOUTHERLY ALONG STATE HIGHWAY 238 FROM THE JUNCTION OF
 AN0854'STATE HIGHWAY 238 AND U.S. HIGHWAY 87 IN PORT LAVACA, CALHOUN COUNTY,
 AN0854'TO THE JUNCTION OF STATE HIGHWAYS 238 AND 316.  THENCE 2.5 MILES
 AN0854'SOUTHEAST ALONG STATE HIGHWAY 316, THENCE 1.0 MILE NORTHEAST ALONG THE
 AN0854'MAGNOLIA BEACH ROAD AND BENCH MARK ON THE RIGHT, 50 FEET SOUTHEAST OF
 AN0854'THE CENTER OF HIGHWAY IN THE ROAD RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST
 AN0854'OF A T-FENCE CORNER, AND 2 FEET SOUTH OF A METAL WITNESS POST. A
 AN0854'STANDARD DISK STAMPED M 593 RESET 1963, SET IN A 10 X 10 IN. CONCRETE
 AN0854'POST WHICH PROJECTS 4 INCHES.
 AN0854
 AN0854                          STATION RECOVERY (1998)
 AN0854
 AN0854'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0403 ***********************************************************************
 AN0403  DESIGNATION -  M 594
 AN0403  PID         -  AN0403
 AN0403  STATE/COUNTY-  TX/REFUGIO
 AN0403  USGS QUAD   -  TIVOLI SE (1952)
 AN0403
 AN0403                         *CURRENT SURVEY CONTROL
 AN0403  ___________________________________________________________________
 AN0403* NAD 83(1986)-  28 19 18.     (N)    096 47 28.     (W)     SCALED    
 AN0403* NAVD 88     -         5.86   (+/-2cm)      19.2    (feet)  VERTCON   
 AN0403  ___________________________________________________________________
 AN0403  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0403
 AN0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0403
 AN0403.The horizontal coordinates were scaled from a topographic map and have
 AN0403.an estimated accuracy of +/- 6 seconds.
 AN0403
 AN0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0403.The vertical order pertains to the NGVD 29 superseded value.
 AN0403
 AN0403.The geoid height was determined by GEOID03.
 AN0403
 AN0403;                    North         East    Units  Estimated Accuracy
 AN0403;SPC TXSC     - 4,056,170.      816,610.      MT  (+/- 180 meters Scaled)
 AN0403
 AN0403                          SUPERSEDED SURVEY CONTROL
 AN0403
 AN0403  NGVD 29 (??/??/92)    5.975  (m)           19.60   (f) ADJ UNCH    2 0
 AN0403
 AN0403.Superseded values are not recommended for survey control.
 AN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0403.See file dsdata.txt to determine how the superseded data were derived.
 AN0403
 AN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS165348(NAD 83)
 AN0403_MARKER: DB = BENCH MARK DISK
 AN0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0403_STAMPING: M 594 1942
 AN0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0403+STABILITY: SURFACE MOTION
 AN0403
 AN0403  HISTORY     - Date     Condition        Report By
 AN0403  HISTORY     - 1942     MONUMENTED       CGS
 AN0403  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN0403
 AN0403                          STATION DESCRIPTION
 AN0403
 AN0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0403'5.9 MI SSE FROM AUSTWELL.
 AN0403'5.9 MILES SOUTH-SOUTHEAST ALONG A SHELL ROAD FROM THE CITY WATER TOWER
 AN0403'AT AUSTWELL, REFUGIO COUNTY, 0.8 MILE SOUTH OF AIR BEACON CC-H, 0.1
 AN0403'MILE NORTHWEST OF A CURVE IN THE ROAD AT THE BAY SHORE, 50 FEET EAST
 AN0403'OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN0403'POST, ON A SMALL SAND DUNE, AND 2 FEET HIGHER THAN THE ROAD. A
 AN0403'STANDARD DISK, STAMPED M 594 1942 AND SET IN THE TOP OF A CONCRETE
 AN0403'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0403
 AN0403                          STATION RECOVERY (1999)
 AN0403
 AN0403'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0368 ***********************************************************************
 AN0368  DESIGNATION -  M 595
 AN0368  PID         -  AN0368
 AN0368  STATE/COUNTY-  TX/REFUGIO
 AN0368  USGS QUAD   -  TIVOLI SW (1952)
 AN0368
 AN0368                         *CURRENT SURVEY CONTROL
 AN0368  ___________________________________________________________________
 AN0368* NAD 83(1986)-  28 19 20.     (N)    096 56 10.     (W)     SCALED    
 AN0368* NAVD 88     -         4.32   (+/-2cm)      14.2    (feet)  VERTCON   
 AN0368  ___________________________________________________________________
 AN0368  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0368
 AN0368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0368
 AN0368.The horizontal coordinates were scaled from a topographic map and have
 AN0368.an estimated accuracy of +/- 6 seconds.
 AN0368
 AN0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0368.The vertical order pertains to the NGVD 29 superseded value.
 AN0368
 AN0368.The geoid height was determined by GEOID03.
 AN0368
 AN0368;                    North         East    Units  Estimated Accuracy
 AN0368;SPC TXSC     - 4,055,970.      802,390.      MT  (+/- 180 meters Scaled)
 AN0368
 AN0368                          SUPERSEDED SURVEY CONTROL
 AN0368
 AN0368  NGVD 29 (??/??/92)    4.437  (m)           14.56   (f) ADJ UNCH    2 0
 AN0368
 AN0368.Superseded values are not recommended for survey control.
 AN0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0368.See file dsdata.txt to determine how the superseded data were derived.
 AN0368
 AN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS023346(NAD 83)
 AN0368_MARKER: DB = BENCH MARK DISK
 AN0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0368_STAMPING: M 595 1942
 AN0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0368+STABILITY: SURFACE MOTION
 AN0368
 AN0368  HISTORY     - Date     Condition        Report By
 AN0368  HISTORY     - 1942     MONUMENTED       CGS
 AN0368  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0368  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0368  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0368
 AN0368                          STATION DESCRIPTION
 AN0368
 AN0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0368'9.6 MI S FROM TIVOLI.
 AN0368'9.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0368'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, AT THE JUNCTION OF A ROAD
 AN0368'LEADING WEST TO REFUGIO, 62 FEET SOUTH OF THE CENTERLINE OF THE SIDE
 AN0368'ROAD, 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTH OF
 AN0368'A RIGHT-OF-WAY FENCE CORNER, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 AN0368'POST, 1 FOOT EAST OF THE FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 AN0368'STANDARD DISK, STAMPED M 595 1942.  AND SET IN THE TOP OF A CONCRETE
 AN0368'POST.
 AN0368
 AN0368                          STATION RECOVERY (1988)
 AN0368
 AN0368'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0368'MARK NOT FOUND.
 AN0368
 AN0368                          STATION RECOVERY (1990)
 AN0368
 AN0368'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0368'MARK NOT FOUND.
 AN0368
 AN0368                          STATION RECOVERY (1999)
 AN0368
 AN0368'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0156 ***********************************************************************
 AN0156  DESIGNATION -  M 596
 AN0156  PID         -  AN0156
 AN0156  STATE/COUNTY-  TX/JACKSON
 AN0156  USGS QUAD   -  OLIVIA (1995)
 AN0156
 AN0156                         *CURRENT SURVEY CONTROL
 AN0156  ___________________________________________________________________
 AN0156* NAD 83(1986)-  28 43 24.     (N)    096 27 13.     (W)     SCALED    
 AN0156* NAVD 88     -         7.57   (+/-2cm)      24.8    (feet)  VERTCON   
 AN0156  ___________________________________________________________________
 AN0156  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN0156
 AN0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0156
 AN0156.The horizontal coordinates were scaled from a topographic map and have
 AN0156.an estimated accuracy of +/- 6 seconds.
 AN0156
 AN0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0156.The vertical order pertains to the NGVD 29 superseded value.
 AN0156
 AN0156.The geoid height was determined by GEOID03.
 AN0156
 AN0156;                    North         East    Units  Estimated Accuracy
 AN0156;SPC TXSC     - 4,101,350.      848,740.      MT  (+/- 180 meters Scaled)
 AN0156
 AN0156                          SUPERSEDED SURVEY CONTROL
 AN0156
 AN0156  NGVD 29 (??/??/92)    7.67   (m)           25.2    (f) COMPUTED    2 0
 AN0156
 AN0156.Superseded values are not recommended for survey control.
 AN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0156.See file dsdata.txt to determine how the superseded data were derived.
 AN0156
 AN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS487799(NAD 83)
 AN0156_MARKER: DB = BENCH MARK DISK
 AN0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0156_SP_SET: CULVERT
 AN0156_STAMPING: M 596 1942
 AN0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0156
 AN0156  HISTORY     - Date     Condition        Report By
 AN0156  HISTORY     - 1942     MONUMENTED       CGS
 AN0156
 AN0156                          STATION DESCRIPTION
 AN0156
 AN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0156'15.1 MI W FROM PALACIOS.
 AN0156'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PALACIOS--
 AN0156'PROCEED 15.1 MILES WESTERLY ALONG STATE HIGHWAY NO.35 TO THE SITE OF
 AN0156'THE BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE EAST END OF THE
 AN0156'SOUTH HEADWALL OF A DOUBLE 4X4 FOOT CONCRETE CULVERT UNDER THE
 AN0156'HIGHWAY.  IT IS AT THE INTERSECTION OF STATE HIGHWAYS NOS. 35 AND 172.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0158 ***********************************************************************
 AN0158  DESIGNATION -  M 596 RESET 1972
 AN0158  PID         -  AN0158
 AN0158  STATE/COUNTY-  TX/JACKSON
 AN0158  USGS QUAD   -  OLIVIA (1995)
 AN0158
 AN0158                         *CURRENT SURVEY CONTROL
 AN0158  ___________________________________________________________________
 AN0158* NAD 83(1986)-  28 43 24.     (N)    096 27 13.     (W)     SCALED    
 AN0158* NAVD 88     -         7.07   (+/-2cm)      23.2    (feet)  VERTCON   
 AN0158  ___________________________________________________________________
 AN0158  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN0158
 AN0158  VERT ORDER  -  THIRD (See Below)
 AN0158
 AN0158.The horizontal coordinates were scaled from a topographic map and have
 AN0158.an estimated accuracy of +/- 6 seconds.
 AN0158
 AN0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0158.The vertical order pertains to the NGVD 29 superseded value.
 AN0158
 AN0158.The geoid height was determined by GEOID03.
 AN0158
 AN0158;                    North         East    Units  Estimated Accuracy
 AN0158;SPC TXSC     - 4,101,350.      848,740.      MT  (+/- 180 meters Scaled)
 AN0158
 AN0158                          SUPERSEDED SURVEY CONTROL
 AN0158
 AN0158  NGVD 29 (??/??/??)    7.16   (m)           23.5    (f) RESET       3  
 AN0158
 AN0158.Superseded values are not recommended for survey control.
 AN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0158.See file dsdata.txt to determine how the superseded data were derived.
 AN0158
 AN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS487799(NAD 83)
 AN0158_MARKER: DB = BENCH MARK DISK
 AN0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0158_SP_SET: CULVERT
 AN0158_STAMPING: M 596 RESET 1972
 AN0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0158
 AN0158  HISTORY     - Date     Condition        Report By
 AN0158  HISTORY     - 1972     MONUMENTED       TXHD
 AN0158
 AN0158                          STATION DESCRIPTION
 AN0158
 AN0158'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AN0158'15.1 MI W FROM PALACIOS.
 AN0158'15.1 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0158'RAILROAD STATION AT PALACIOS, 5.5 MILES WEST OF THE JUNCTION OF
 AN0158'FRANCITAS ROAD, AT THE INTERSECTION OF STATE HIGHWAY 172, SET IN THE
 AN0158'TOP OF THE CENTER OF THE NORTHEAST HEADWALL OF A 3 X 2 FT. CULVERT IN
 AN0158'THE SOUTHEAST QUADRANT OF THE INTERSECTION, 65.5 FEET SOUTHEAST OF A
 AN0158'POINT IN THE CENTER LINE OF STATE HIGHWAY 35, AND 170 FEET SOUTHWEST
 AN0158'OF THE CENTERLINE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0098 ***********************************************************************
 AN0098  DESIGNATION -  M 597
 AN0098  PID         -  AN0098
 AN0098  STATE/COUNTY-  TX/CALHOUN
 AN0098  USGS QUAD   -  OLIVIA (1995)
 AN0098
 AN0098                         *CURRENT SURVEY CONTROL
 AN0098  ___________________________________________________________________
 AN0098* NAD 83(1986)-  28 39 02.     (N)    096 27 03.     (W)     SCALED    
 AN0098* NAVD 88     -         3.85   (+/-2cm)      12.6    (feet)  VERTCON   
 AN0098  ___________________________________________________________________
 AN0098  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN0098
 AN0098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0098
 AN0098.The horizontal coordinates were scaled from a topographic map and have
 AN0098.an estimated accuracy of +/- 6 seconds.
 AN0098
 AN0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0098.The vertical order pertains to the NGVD 29 superseded value.
 AN0098
 AN0098.The geoid height was determined by GEOID03.
 AN0098
 AN0098;                    North         East    Units  Estimated Accuracy
 AN0098;SPC TXSC     - 4,093,290.      849,180.      MT  (+/- 180 meters Scaled)
 AN0098
 AN0098                          SUPERSEDED SURVEY CONTROL
 AN0098
 AN0098  NGVD 29 (??/??/92)    3.946  (m)           12.95   (f) ADJ UNCH    2 0
 AN0098
 AN0098.Superseded values are not recommended for survey control.
 AN0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0098.See file dsdata.txt to determine how the superseded data were derived.
 AN0098
 AN0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS491719(NAD 83)
 AN0098_MARKER: DB = BENCH MARK DISK
 AN0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0098_SP_SET: CULVERT
 AN0098_STAMPING: M 597 1942
 AN0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0098
 AN0098  HISTORY     - Date     Condition        Report By
 AN0098  HISTORY     - 1942     MONUMENTED       CGS
 AN0098
 AN0098                          STATION DESCRIPTION
 AN0098
 AN0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0098'5.0 MI S FROM LA WARD.
 AN0098'IN CALHOUN COUNTY, 5.0 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE
 AN0098'JUNCTION OF STATE HIGHWAY 35 ABOUT 8.3 MILES SOUTH OF LA WARD, JACKSON
 AN0098'COUNTY, 1.0 MILE NORTH OF OLIVIA, 400 FEET NORTH OF A FARMHOUSE, AT A
 AN0098'CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE SOUTH END OF THE
 AN0098'WEST HEADWALL, AND 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. A
 AN0098'STANDARD DISK, STAMPED M 597 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0155 ***********************************************************************
 AJ0155  DESIGNATION -  M 598
 AJ0155  PID         -  AJ0155
 AJ0155  STATE/COUNTY-  TX/JIM WELLS
 AJ0155  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0155
 AJ0155                         *CURRENT SURVEY CONTROL
 AJ0155  ___________________________________________________________________
 AJ0155* NAD 83(1986)-  27 35 29.     (N)    098 11 18.     (W)     SCALED    
 AJ0155* NAVD 88     -        68.555  (meters)     224.92   (feet)  ADJUSTED  
 AJ0155  ___________________________________________________________________
 AJ0155  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AJ0155  DYNAMIC HT  -          68.448 (meters)     224.57  (feet)  COMP
 AJ0155  MODELED GRAV-     979,084.6   (mgal)                       NAVD 88
 AJ0155
 AJ0155  VERT ORDER  -  SECOND    CLASS 0
 AJ0155
 AJ0155.The horizontal coordinates were scaled from a topographic map and have
 AJ0155.an estimated accuracy of +/- 6 seconds.
 AJ0155
 AJ0155.The orthometric height was determined by differential leveling
 AJ0155.and adjusted by the National Geodetic Survey in June 1991..
 AJ0155
 AJ0155.The geoid height was determined by GEOID03.
 AJ0155
 AJ0155.The dynamic height is computed by dividing the NAVD 88
 AJ0155.geopotential number by the normal gravity value computed on the
 AJ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0155.degrees latitude (g = 980.6199 gals.).
 AJ0155
 AJ0155.The modeled gravity was interpolated from observed gravity values.
 AJ0155
 AJ0155;                    North         East    Units  Estimated Accuracy
 AJ0155;SPC TX S     - 5,213,290.      330,770.      MT  (+/- 180 meters Scaled)
 AJ0155
 AJ0155                          SUPERSEDED SURVEY CONTROL
 AJ0155
 AJ0155  NGVD 29 (??/??/92)   68.648  (m)          225.22   (f) ADJ UNCH    2 0
 AJ0155
 AJ0155.Superseded values are not recommended for survey control.
 AJ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0155.See file dsdata.txt to determine how the superseded data were derived.
 AJ0155
 AJ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR801522(NAD 83)
 AJ0155_MARKER: DB = BENCH MARK DISK
 AJ0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0155_STAMPING: M 598 1942
 AJ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0155+STABILITY: SURFACE MOTION
 AJ0155
 AJ0155  HISTORY     - Date     Condition        Report By
 AJ0155  HISTORY     - 1942     MONUMENTED       CGS
 AJ0155
 AJ0155                          STATION DESCRIPTION
 AJ0155
 AJ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0155'15.7 MI SW FROM ALICE.
 AJ0155'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0155'7.9 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0155'INTERSECTION OF DIRT ROAD LEADING WESTERLY.  THENCE, GO 7.8 MILES
 AJ0155'WESTERLY ALONG DIRT ROAD TO PALITO BLANCO AND SITE OF BENCH MARK.
 AJ0155'BENCH MARK IS ABOUT 110.0 FEET NORTHEAST OF SCHOOL HOUSE, 21.0 FEET
 AJ0155'WEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD AND IN THE
 AJ0155'SCHOOL YARD.  IT IS 2.0 FEET WEST OF FENCE AND 3.0 FEET NORTH OF A
 AJ0155'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0156 ***********************************************************************
 AJ0156  DESIGNATION -  M 598 RESET 1949
 AJ0156  PID         -  AJ0156
 AJ0156  STATE/COUNTY-  TX/JIM WELLS
 AJ0156  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0156
 AJ0156                         *CURRENT SURVEY CONTROL
 AJ0156  ___________________________________________________________________
 AJ0156* NAD 83(1986)-  27 35 29.     (N)    098 11 18.     (W)     SCALED    
 AJ0156* NAVD 88     -        68.46   (meters)     224.6    (feet)  RESET     
 AJ0156  ___________________________________________________________________
 AJ0156  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AJ0156
 AJ0156  VERT ORDER  -  THIRD
 AJ0156
 AJ0156.The horizontal coordinates were scaled from a topographic map and have
 AJ0156.an estimated accuracy of +/- 6 seconds.
 AJ0156
 AJ0156.The orthometric height was computed from unverified reset data.
 AJ0156
 AJ0156.The geoid height was determined by GEOID03.
 AJ0156
 AJ0156;                    North         East    Units  Estimated Accuracy
 AJ0156;SPC TX S     - 5,213,290.      330,770.      MT  (+/- 180 meters Scaled)
 AJ0156
 AJ0156                          SUPERSEDED SURVEY CONTROL
 AJ0156
 AJ0156.No superseded survey control is available for this station.
 AJ0156
 AJ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR801522(NAD 83)
 AJ0156_MARKER: DB = BENCH MARK DISK
 AJ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0156_STAMPING: M 598 RESET 1949
 AJ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0156+STABILITY: SURFACE MOTION
 AJ0156
 AJ0156  HISTORY     - Date     Condition        Report By
 AJ0156  HISTORY     - 1949     MONUMENTED       TXHD
 AJ0156
 AJ0156                          STATION DESCRIPTION
 AJ0156
 AJ0156'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AJ0156'0.7 MI S FROM BEN BOLT.
 AJ0156'0.7 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 AJ0156'STATION AT BEN BOLT, THENCE 7.8 MILES WEST ALONG A TRACK ROAD.  AT
 AJ0156'PALITO BLANCO, AT THE JUNCTION OF FARM-TO-MARKED HIGHWAY 735, 34 FEET
 AJ0156'WEST OF THE CENTERLINE OF THE HIGHWAY, 42 FEET NORTH AND 49 FEET EAST
 AJ0156'OF THE NORTHEAST CORNER OF THE NORTH BUILDING OF THE PALITO BLANCO
 AJ0156'SCHOOL, 7 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 1 FOOT EAST OF
 AJ0156'THE EAST RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  A
 AJ0156'STANDARD DISK, STAMPED M 598 RESET 1949 AND SET IN THE TOP OF A
 AJ0156'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0182 ***********************************************************************
 AJ0182  DESIGNATION -  M 599
 AJ0182  PID         -  AJ0182
 AJ0182  STATE/COUNTY-  TX/DUVAL
 AJ0182  USGS QUAD   -  SAN DIEGO (1963)
 AJ0182
 AJ0182                         *CURRENT SURVEY CONTROL
 AJ0182  ___________________________________________________________________
 AJ0182* NAD 83(1986)-  27 45 34.     (N)    098 14 26.     (W)     SCALED    
 AJ0182* NAVD 88     -        91.567  (meters)     300.42   (feet)  ADJUSTED  
 AJ0182  ___________________________________________________________________
 AJ0182  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AJ0182  DYNAMIC HT  -          91.424 (meters)     299.95  (feet)  COMP
 AJ0182  MODELED GRAV-     979,094.7   (mgal)                       NAVD 88
 AJ0182
 AJ0182  VERT ORDER  -  SECOND    CLASS 0
 AJ0182
 AJ0182.The horizontal coordinates were scaled from a topographic map and have
 AJ0182.an estimated accuracy of +/- 6 seconds.
 AJ0182
 AJ0182.The orthometric height was determined by differential leveling
 AJ0182.and adjusted by the National Geodetic Survey in June 1991..
 AJ0182
 AJ0182.The geoid height was determined by GEOID03.
 AJ0182
 AJ0182.The dynamic height is computed by dividing the NAVD 88
 AJ0182.geopotential number by the normal gravity value computed on the
 AJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0182.degrees latitude (g = 980.6199 gals.).
 AJ0182
 AJ0182.The modeled gravity was interpolated from observed gravity values.
 AJ0182
 AJ0182;                    North         East    Units  Estimated Accuracy
 AJ0182;SPC TX S     - 5,231,900.      325,580.      MT  (+/- 180 meters Scaled)
 AJ0182
 AJ0182                          SUPERSEDED SURVEY CONTROL
 AJ0182
 AJ0182  NGVD 29 (??/??/92)   91.65   (m)          300.7    (f) COMPUTED    2 0
 AJ0182
 AJ0182.Superseded values are not recommended for survey control.
 AJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0182.See file dsdata.txt to determine how the superseded data were derived.
 AJ0182
 AJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR748707(NAD 83)
 AJ0182_MARKER: DB = BENCH MARK DISK
 AJ0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0182_SP_SET: BRIDGE
 AJ0182_STAMPING: M 599 1942
 AJ0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0182
 AJ0182  HISTORY     - Date     Condition        Report By
 AJ0182  HISTORY     - 1942     MONUMENTED       CGS
 AJ0182
 AJ0182                          STATION DESCRIPTION
 AJ0182
 AJ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0182'0.6 MI SW FROM SAN DIEGO.
 AJ0182'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 0.6 MILE
 AJ0182'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO THE SITE OF THE BENCH MARK.
 AJ0182'BENCH MARK IS SET HORIZONTALLY IN THE SOUTHEAST END OF CONCRETE
 AJ0182'HEADWALL OF BRIDGE OVER SAN DIEGO CREEK.  IT IS 12.0 FEET SOUTH OF AND
 AJ0182'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0171 ***********************************************************************
 AB0171  DESIGNATION -  M 6
 AB0171  PID         -  AB0171
 AB0171  STATE/COUNTY-  TX/CAMERON
 AB0171  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0171
 AB0171                         *CURRENT SURVEY CONTROL
 AB0171  ___________________________________________________________________
 AB0171* NAD 83(1986)-  25 57 01.     (N)    097 33 22.     (W)     SCALED    
 AB0171* NAVD 88     -        11.076  (meters)      36.34   (feet)  ADJUSTED  
 AB0171  ___________________________________________________________________
 AB0171  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AB0171  DYNAMIC HT  -          11.058 (meters)      36.28  (feet)  COMP
 AB0171  MODELED GRAV-     979,024.9   (mgal)                       NAVD 88
 AB0171
 AB0171  VERT ORDER  -  SECOND    CLASS 0
 AB0171
 AB0171.The horizontal coordinates were scaled from a topographic map and have
 AB0171.an estimated accuracy of +/- 6 seconds.
 AB0171
 AB0171.The orthometric height was determined by differential leveling
 AB0171.and adjusted by the National Geodetic Survey in June 1991..
 AB0171
 AB0171.The geoid height was determined by GEOID03.
 AB0171
 AB0171.The dynamic height is computed by dividing the NAVD 88
 AB0171.geopotential number by the normal gravity value computed on the
 AB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0171.degrees latitude (g = 980.6199 gals.).
 AB0171
 AB0171.The modeled gravity was interpolated from observed gravity values.
 AB0171
 AB0171;                    North         East    Units  Estimated Accuracy
 AB0171;SPC TX S     - 5,031,780.      394,550.      MT  (+/- 180 meters Scaled)
 AB0171
 AB0171                          SUPERSEDED SURVEY CONTROL
 AB0171
 AB0171  NGVD 29 (??/??/92)   11.162  (m)           36.62   (f) ADJ UNCH    2 0
 AB0171
 AB0171.Superseded values are not recommended for survey control.
 AB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0171.See file dsdata.txt to determine how the superseded data were derived.
 AB0171
 AB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP445709(NAD 83)
 AB0171_MARKER: DD = SURVEY DISK
 AB0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0171_SP_SET: CULVERT
 AB0171_STAMPING: M 6 36.37
 AB0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0171
 AB0171  HISTORY     - Date     Condition        Report By
 AB0171  HISTORY     - UNK      MONUMENTED
 AB0171  HISTORY     - 1942     GOOD             NGS
 AB0171  HISTORY     - 1988     GOOD             USPSQD
 AB0171
 AB0171                          STATION DESCRIPTION
 AB0171
 AB0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0171'4.6 MI NW FROM BROWNSVILLE.
 AB0171'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0171'AT BROWNSVILLE, CAMERON COUNTY, AT A 4-BY 5-FOOT CONCRETE-BOX CULVERT
 AB0171'UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL,
 AB0171'19.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 AB0171'LOWER THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED M 6
 AB0171'36.37.
 AB0171
 AB0171                          STATION RECOVERY (1988)
 AB0171
 AB0171'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0909 ***********************************************************************
 AB0909  DESIGNATION -  M 60
 AB0909  PID         -  AB0909
 AB0909  STATE/COUNTY-  TX/CAMERON
 AB0909  USGS QUAD   -  SANTA MARIA (1970)
 AB0909
 AB0909                         *CURRENT SURVEY CONTROL
 AB0909  ___________________________________________________________________
 AB0909* NAD 83(1986)-  26 04 27.     (N)    097 49 07.     (W)     SCALED    
 AB0909* NAVD 88     -        20.361  (meters)      66.80   (feet)  ADJUSTED  
 AB0909  ___________________________________________________________________
 AB0909  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AB0909  DYNAMIC HT  -          20.328 (meters)      66.69  (feet)  COMP
 AB0909  MODELED GRAV-     979,015.8   (mgal)                       NAVD 88
 AB0909
 AB0909  VERT ORDER  -  SECOND    CLASS 0
 AB0909
 AB0909.The horizontal coordinates were scaled from a topographic map and have
 AB0909.an estimated accuracy of +/- 6 seconds.
 AB0909
 AB0909.The orthometric height was determined by differential leveling
 AB0909.and adjusted by the National Geodetic Survey in June 1991..
 AB0909
 AB0909.The geoid height was determined by GEOID03.
 AB0909
 AB0909.The dynamic height is computed by dividing the NAVD 88
 AB0909.geopotential number by the normal gravity value computed on the
 AB0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0909.degrees latitude (g = 980.6199 gals.).
 AB0909
 AB0909.The modeled gravity was interpolated from observed gravity values.
 AB0909
 AB0909;                    North         East    Units  Estimated Accuracy
 AB0909;SPC TX S     - 5,045,330.      368,180.      MT  (+/- 180 meters Scaled)
 AB0909
 AB0909                          SUPERSEDED SURVEY CONTROL
 AB0909
 AB0909  NGVD 29 (??/??/92)   20.468  (m)           67.15   (f) ADJ UNCH    2 0
 AB0909
 AB0909.Superseded values are not recommended for survey control.
 AB0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0909.See file dsdata.txt to determine how the superseded data were derived.
 AB0909
 AB0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP181844(NAD 83)
 AB0909_MARKER: DD = SURVEY DISK
 AB0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0909_SP_SET: CULVERT
 AB0909_STAMPING: M 60 64.16
 AB0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0909
 AB0909  HISTORY     - Date     Condition        Report By
 AB0909  HISTORY     - UNK      MONUMENTED
 AB0909  HISTORY     - 1942     GOOD             NGS
 AB0909  HISTORY     - 1987     GOOD             USPSQD
 AB0909
 AB0909                          STATION DESCRIPTION
 AB0909
 AB0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0909'0.2 MI E FROM BLUETOWN.
 AB0909'0.2 MILE EAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF DUKES
 AB0909'HIGHWAY AT BLUETOWN, CAMERON COUNTY, 78 FEET NORTHEAST OF A SMALL
 AB0909'MEXICAN HUT, 52 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A
 AB0909'VERTICAL CONCRETE-BOX CULVERT, IN THE CENTER OF THE TOP OF THE NORTH
 AB0909'HEADWALL, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 AB0909
 AB0909                          STATION RECOVERY (1987)
 AB0909
 AB0909'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0316 ***********************************************************************
 AJ0316  DESIGNATION -  M 600
 AJ0316  PID         -  AJ0316
 AJ0316  STATE/COUNTY-  TX/DUVAL
 AJ0316  USGS QUAD   -  SEELIGSON RANCH (1963)
 AJ0316
 AJ0316                         *CURRENT SURVEY CONTROL
 AJ0316  ___________________________________________________________________
 AJ0316* NAD 83(1986)-  27 27 40.     (N)    098 13 17.     (W)     SCALED    
 AJ0316* NAVD 88     -        72.899  (meters)     239.17   (feet)  ADJUSTED  
 AJ0316  ___________________________________________________________________
 AJ0316  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AJ0316  DYNAMIC HT  -          72.784 (meters)     238.79  (feet)  COMP
 AJ0316  MODELED GRAV-     979,077.1   (mgal)                       NAVD 88
 AJ0316
 AJ0316  VERT ORDER  -  SECOND    CLASS 0
 AJ0316
 AJ0316.The horizontal coordinates were scaled from a topographic map and have
 AJ0316.an estimated accuracy of +/- 6 seconds.
 AJ0316
 AJ0316.The orthometric height was determined by differential leveling
 AJ0316.and adjusted by the National Geodetic Survey in June 1991..
 AJ0316
 AJ0316.The geoid height was determined by GEOID03.
 AJ0316
 AJ0316.The dynamic height is computed by dividing the NAVD 88
 AJ0316.geopotential number by the normal gravity value computed on the
 AJ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0316.degrees latitude (g = 980.6199 gals.).
 AJ0316
 AJ0316.The modeled gravity was interpolated from observed gravity values.
 AJ0316
 AJ0316;                    North         East    Units  Estimated Accuracy
 AJ0316;SPC TX S     - 5,198,840.      327,540.      MT  (+/- 180 meters Scaled)
 AJ0316
 AJ0316                          SUPERSEDED SURVEY CONTROL
 AJ0316
 AJ0316  NGVD 29 (??/??/92)   73.02   (m)          239.6    (f) COMPUTED    2 0
 AJ0316
 AJ0316.Superseded values are not recommended for survey control.
 AJ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0316.See file dsdata.txt to determine how the superseded data were derived.
 AJ0316
 AJ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR769377(NAD 83)
 AJ0316_MARKER: DB = BENCH MARK DISK
 AJ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0316_STAMPING: M 600 1942
 AJ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0316+STABILITY: SURFACE MOTION
 AJ0316
 AJ0316  HISTORY     - Date     Condition        Report By
 AJ0316  HISTORY     - 1942     MONUMENTED       CGS
 AJ0316  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0316
 AJ0316                          STATION DESCRIPTION
 AJ0316
 AJ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0316'15.3 MI NW FROM PREMONT.
 AJ0316'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0316'PROCEED 7.7 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0316'INTERSECTION OF TRACK ROAD LEADING WEST.  THENCE, GO 7.6 MILES
 AJ0316'WESTERLY ALONG THE TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH
 AJ0316'MARK IS 27.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6.0 FEET WEST
 AJ0316'OF FENCE CORNER, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND
 AJ0316'1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0316
 AJ0316                          STATION RECOVERY (1962)
 AJ0316
 AJ0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1384 ***********************************************************************
 AN1384  DESIGNATION -  M 601
 AN1384  PID         -  AN1384
 AN1384  STATE/COUNTY-  TX/ARANSAS
 AN1384  USGS QUAD   -  ROCKPORT (1979)
 AN1384
 AN1384                         *CURRENT SURVEY CONTROL
 AN1384  ___________________________________________________________________
 AN1384* NAD 83(1986)-  28 07 23.     (N)    097 01 01.     (W)     SCALED    
 AN1384* NAVD 88     -         3.90   (+/-2cm)      12.8    (feet)  VERTCON   
 AN1384  ___________________________________________________________________
 AN1384  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN1384
 AN1384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1384
 AN1384.The horizontal coordinates were scaled from a topographic map and have
 AN1384.an estimated accuracy of +/- 6 seconds.
 AN1384
 AN1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1384.The vertical order pertains to the NGVD 29 superseded value.
 AN1384
 AN1384.The geoid height was determined by GEOID03.
 AN1384
 AN1384;                    North         East    Units  Estimated Accuracy
 AN1384;SPC TXSC     - 4,033,760.      794,840.      MT  (+/- 180 meters Scaled)
 AN1384
 AN1384                          SUPERSEDED SURVEY CONTROL
 AN1384
 AN1384  NGVD 29 (??/??/92)    4.032  (m)           13.23   (f) ADJ UNCH    2 0
 AN1384
 AN1384.Superseded values are not recommended for survey control.
 AN1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1384.See file dsdata.txt to determine how the superseded data were derived.
 AN1384
 AN1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS947124(NAD 83)
 AN1384_MARKER: DB = BENCH MARK DISK
 AN1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1384_SP_SET: CURB
 AN1384_STAMPING: M 601 1942
 AN1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1384
 AN1384  HISTORY     - Date     Condition        Report By
 AN1384  HISTORY     - 1942     MONUMENTED       CGS
 AN1384  HISTORY     - 1988     GOOD             USPSQD
 AN1384
 AN1384                          STATION DESCRIPTION
 AN1384
 AN1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1384'7.2 MI N FROM ROCKPORT.
 AN1384'7.2 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN1384'ROCKPORT, ARANSAS COUNTY, 1.0 MILE SOUTH OF THE NORTH END OF COPANO
 AN1384'BAY CAUSEWAY, 0.7 MILE NORTH OF THE SOUTH END AND IN THE TOP OF THE
 AN1384'CONCRETE CURB ON THE WEST SIDE OF THE CAUSEWAY.  A STANDARD DISK,
 AN1384'STAMPED M 601 1942.
 AN1384
 AN1384                          STATION RECOVERY (1988)
 AN1384
 AN1384'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1285 ***********************************************************************
 AN1285  DESIGNATION -  M 602
 AN1285  PID         -  AN1285
 AN1285  STATE/COUNTY-  TX/REFUGIO
 AN1285  USGS QUAD   -  TWIN MOTT LAKE (1978)
 AN1285
 AN1285                         *CURRENT SURVEY CONTROL
 AN1285  ___________________________________________________________________
 AN1285* NAD 83(1986)-  28 18 13.     (N)    097 06 45.     (W)     SCALED    
 AN1285* NAVD 88     -        10.93   (+/-2cm)      35.9    (feet)  VERTCON   
 AN1285  ___________________________________________________________________
 AN1285  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1285
 AN1285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1285
 AN1285.The horizontal coordinates were scaled from a topographic map and have
 AN1285.an estimated accuracy of +/- 6 seconds.
 AN1285
 AN1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1285.The vertical order pertains to the NGVD 29 superseded value.
 AN1285
 AN1285.The geoid height was determined by GEOID03.
 AN1285
 AN1285;                    North         East    Units  Estimated Accuracy
 AN1285;SPC TXSC     - 4,053,620.      785,130.      MT  (+/- 180 meters Scaled)
 AN1285
 AN1285                          SUPERSEDED SURVEY CONTROL
 AN1285
 AN1285  NGVD 29 (??/??/92)   11.075  (m)           36.34   (f) ADJ UNCH    2 0
 AN1285
 AN1285.Superseded values are not recommended for survey control.
 AN1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1285.See file dsdata.txt to determine how the superseded data were derived.
 AN1285
 AN1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS850322(NAD 83)
 AN1285_MARKER: DB = BENCH MARK DISK
 AN1285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1285_SP_SET: BRIDGE
 AN1285_STAMPING: M 602 1942
 AN1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1285
 AN1285  HISTORY     - Date     Condition        Report By
 AN1285  HISTORY     - 1942     MONUMENTED       CGS
 AN1285  HISTORY     - 1988     GOOD             USPSQD
 AN1285  HISTORY     - 1990     POOR             USPSQD
 AN1285  HISTORY     - 19990726 GOOD             USPSQD
 AN1285
 AN1285                          STATION DESCRIPTION
 AN1285
 AN1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1285'10.0 MI E FROM REFUGIO.
 AN1285'10.0 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1285'REFUGIO, REFUGIO COUNTY, AT A CONCRETE BRIDGE OVER CAVASSO CREEK, IN
 AN1285'THE TOP OF THE NORTH END OF THE WEST ABUTMENT, 15 FEET NORTH OF THE
 AN1285'CENTERLINE OF THE BRIDGE, 1 FOOT NORTH OF THE WEST END OF THE NORTH
 AN1285'GUARDRAIL, AND 1/2-FOOT HIGHER THAN THE BRIDGE FLOOR.  A STANDARD
 AN1285'DISK, STAMPED M 602 1942.
 AN1285
 AN1285                          STATION RECOVERY (1988)
 AN1285
 AN1285'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1285'RECOVERED IN GOOD CONDITION.
 AN1285
 AN1285                          STATION RECOVERY (1990)
 AN1285
 AN1285'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1285'MARK RECOVERED IN POOR CONDITION.
 AN1285
 AN1285                          STATION RECOVERY (1999)
 AN1285
 AN1285'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0137 ***********************************************************************
 AH0137  DESIGNATION -  M 603
 AH0137  PID         -  AH0137
 AH0137  STATE/COUNTY-  TX/SAN PATRICIO
 AH0137  USGS QUAD   -  TAFT (1975)
 AH0137
 AH0137                         *CURRENT SURVEY CONTROL
 AH0137  ___________________________________________________________________
 AH0137* NAD 83(1986)-  27 59 08.     (N)    097 23 21.     (W)     SCALED    
 AH0137* NAVD 88     -        16.709  (meters)      54.82   (feet)  ADJUSTED  
 AH0137  ___________________________________________________________________
 AH0137  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AH0137  DYNAMIC HT  -          16.684 (meters)      54.74  (feet)  COMP
 AH0137  MODELED GRAV-     979,135.8   (mgal)                       NAVD 88
 AH0137
 AH0137  VERT ORDER  -  FIRST     CLASS I
 AH0137
 AH0137.The horizontal coordinates were scaled from a topographic map and have
 AH0137.an estimated accuracy of +/- 6 seconds.
 AH0137
 AH0137.The orthometric height was determined by differential leveling
 AH0137.and adjusted by the National Geodetic Survey in June 1991..
 AH0137
 AH0137.The geoid height was determined by GEOID03.
 AH0137
 AH0137.The dynamic height is computed by dividing the NAVD 88
 AH0137.geopotential number by the normal gravity value computed on the
 AH0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0137.degrees latitude (g = 980.6199 gals.).
 AH0137
 AH0137.The modeled gravity was interpolated from observed gravity values.
 AH0137
 AH0137;                    North         East    Units  Estimated Accuracy
 AH0137;SPC TX S     - 5,257,410.      409,280.      MT  (+/- 180 meters Scaled)
 AH0137
 AH0137                          SUPERSEDED SURVEY CONTROL
 AH0137
 AH0137  NGVD 29 (??/??/92)   16.882  (m)           55.39   (f) ADJ UNCH    1 1
 AH0137
 AH0137.Superseded values are not recommended for survey control.
 AH0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0137.See file dsdata.txt to determine how the superseded data were derived.
 AH0137
 AH0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR584966(NAD 83)
 AH0137_MARKER: DB = BENCH MARK DISK
 AH0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0137_SP_SET: BANNISTER
 AH0137_STAMPING: 55.308 M 603 1942
 AH0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0137
 AH0137  HISTORY     - Date     Condition        Report By
 AH0137  HISTORY     - 1942     MONUMENTED       CGS
 AH0137  HISTORY     - 1949     GOOD             NGS
 AH0137  HISTORY     - 1978     GOOD             NGS
 AH0137  HISTORY     - 1984     GOOD             USPSQD
 AH0137  HISTORY     - 1988     GOOD             USPSQD
 AH0137  HISTORY     - 19950610 GOOD             USPSQD
 AH0137
 AH0137                          STATION DESCRIPTION
 AH0137
 AH0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0137'IN TAFT.
 AH0137'AT TAFT, SAN PATRICIO COUNTY, AT THE HIGH SCHOOL, AT THE MAIN ENTRANCE
 AH0137'TO THE GYMNASIUM, IN THE TOP OF THE CONCRETE BANNISTER AT THE
 AH0137'NORTHEAST END OF THE STEPS, 15 FEET NORTHEAST OF THE CENTER OF THE
 AH0137'MAIN ENTRANCE, 1.3 FEET SOUTHEAST OF THE SOUTHEAST WALL, AND ABOUT 3
 AH0137'FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 55.308 M 603
 AH0137'1942.
 AH0137
 AH0137                          STATION RECOVERY (1978)
 AH0137
 AH0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0137'AT THE MAIN ENTRANCE TO  THE TAFT JUNIOR HIGH SCHOOL
 AH0137'GYMNASIUM, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST BANISTER,
 AH0137'15 FT NORTHEAST OF THE ENTRANCE, 1.0 FT SOUTHEAST OF THE SOUTHEAST
 AH0137'WALL.
 AH0137
 AH0137                          STATION RECOVERY (1984)
 AH0137
 AH0137'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0137'RECOVERED IN GOOD CONDITION.
 AH0137
 AH0137                          STATION RECOVERY (1988)
 AH0137
 AH0137'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AH0137'RECOVERED IN GOOD CONDITION.
 AH0137
 AH0137                          STATION RECOVERY (1995)
 AH0137
 AH0137'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1306 ***********************************************************************
 AN1306  DESIGNATION -  M 604
 AN1306  PID         -  AN1306
 AN1306  STATE/COUNTY-  TX/REFUGIO
 AN1306  USGS QUAD   -  MISSION BAY (1979)
 AN1306
 AN1306                         *CURRENT SURVEY CONTROL
 AN1306  ___________________________________________________________________
 AN1306* NAD 83(1986)-  28 10 10.     (N)    097 13 20.     (W)     SCALED    
 AN1306* NAVD 88     -         9.61   (+/-2cm)      31.5    (feet)  VERTCON   
 AN1306  ___________________________________________________________________
 AN1306  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN1306
 AN1306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1306
 AN1306.The horizontal coordinates were scaled from a topographic map and have
 AN1306.an estimated accuracy of +/- 6 seconds.
 AN1306
 AN1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1306.The vertical order pertains to the NGVD 29 superseded value.
 AN1306
 AN1306.The geoid height was determined by GEOID03.
 AN1306
 AN1306;                    North         East    Units  Estimated Accuracy
 AN1306;SPC TXSC     - 4,038,580.      774,600.      MT  (+/- 180 meters Scaled)
 AN1306
 AN1306                          SUPERSEDED SURVEY CONTROL
 AN1306
 AN1306  NGVD 29 (??/??/92)    9.757  (m)           32.01   (f) ADJ UNCH    2 0
 AN1306
 AN1306.Superseded values are not recommended for survey control.
 AN1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1306.See file dsdata.txt to determine how the superseded data were derived.
 AN1306
 AN1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS745172(NAD 83)
 AN1306_MARKER: DB = BENCH MARK DISK
 AN1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1306_SP_SET: CULVERT
 AN1306_STAMPING: M 604 1942
 AN1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1306
 AN1306  HISTORY     - Date     Condition        Report By
 AN1306  HISTORY     - 1942     MONUMENTED       CGS
 AN1306  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1306  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1306  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1306  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1306
 AN1306                          STATION DESCRIPTION
 AN1306
 AN1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1306'10.6 MI SE FROM WOODSBORO.
 AN1306'10.6 MILES SOUTHEAST ALONG THE BAYSIDE ROAD FROM THE CITY PARK AT
 AN1306'WOODSBORO, REFUGIO COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE
 AN1306'EAST END OF THE SOUTH HEADWALL, 15 FEET SOUTH OF THE CENTERLINE OF THE
 AN1306'ROAD, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M 604
 AN1306'1942.
 AN1306
 AN1306                          STATION RECOVERY (1973)
 AN1306
 AN1306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1306'MARK NOT FOUND.
 AN1306
 AN1306                          STATION RECOVERY (1988)
 AN1306
 AN1306'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1306'MARK NOT FOUND.
 AN1306
 AN1306                          STATION RECOVERY (1994)
 AN1306
 AN1306'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1306'MARK NOT FOUND.
 AN1306
 AN1306                          STATION RECOVERY (1999)
 AN1306
 AN1306'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0210 ***********************************************************************
 AH0210  DESIGNATION -  M 605
 AH0210  PID         -  AH0210
 AH0210  STATE/COUNTY-  TX/SAN PATRICIO
 AH0210  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0210
 AH0210                         *CURRENT SURVEY CONTROL
 AH0210  ___________________________________________________________________
 AH0210* NAD 83(1986)-  27 51 39.     (N)    097 10 43.     (W)     SCALED    
 AH0210* NAVD 88     -         3.667  (meters)      12.03   (feet)  ADJUSTED  
 AH0210  ___________________________________________________________________
 AH0210  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0210  DYNAMIC HT  -           3.662 (meters)      12.01  (feet)  COMP
 AH0210  MODELED GRAV-     979,140.9   (mgal)                       NAVD 88
 AH0210
 AH0210  VERT ORDER  -  FIRST     CLASS II
 AH0210
 AH0210.The horizontal coordinates were scaled from a topographic map and have
 AH0210.an estimated accuracy of +/- 6 seconds.
 AH0210
 AH0210.The orthometric height was determined by differential leveling
 AH0210.and adjusted by the National Geodetic Survey in June 1991..
 AH0210
 AH0210.The geoid height was determined by GEOID03.
 AH0210
 AH0210.The dynamic height is computed by dividing the NAVD 88
 AH0210.geopotential number by the normal gravity value computed on the
 AH0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0210.degrees latitude (g = 980.6199 gals.).
 AH0210
 AH0210.The modeled gravity was interpolated from observed gravity values.
 AH0210
 AH0210;                    North         East    Units  Estimated Accuracy
 AH0210;SPC TX S     - 5,243,790.      430,140.      MT  (+/- 180 meters Scaled)
 AH0210
 AH0210                          SUPERSEDED SURVEY CONTROL
 AH0210
 AH0210  NGVD 29 (??/??/92)    3.844  (m)           12.61   (f) ADJ UNCH    1 2
 AH0210
 AH0210.Superseded values are not recommended for survey control.
 AH0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0210.See file dsdata.txt to determine how the superseded data were derived.
 AH0210
 AH0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR793831(NAD 83)
 AH0210_MARKER: DB = BENCH MARK DISK
 AH0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0210_STAMPING: M 605 1942
 AH0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0210+STABILITY: SURFACE MOTION
 AH0210
 AH0210  HISTORY     - Date     Condition        Report By
 AH0210  HISTORY     - 1942     MONUMENTED       CGS
 AH0210  HISTORY     - 1959     GOOD             NGS
 AH0210  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0210  HISTORY     - 1984     GOOD             USPSQD
 AH0210  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AH0210  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0210
 AH0210                          STATION DESCRIPTION
 AH0210
 AH0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0210'3.65 MI SW FROM ARANSAS PASS.
 AH0210'ABOUT 1.9 MILES SOUTHWEST ALONG FARM ROAD 632 FROM THE POSTOFFICE AT
 AH0210'ARANSAS PASS, THENCE ABOUT 1.75 MILES SOUTHWEST ALONG A PAVED ROAD, AT
 AH0210'THE JUNCTION OF A SHELL ROAD, 21 FEET SOUTHWEST OF THE CENTER LINE OF
 AH0210'THE SHELL ROAD, 40 FEET SOUTHWEST OF POWER POLE 2-306, 0.8 FEET
 AH0210'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN
 AH0210'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AH0210
 AH0210                          STATION RECOVERY (1978)
 AH0210
 AH0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0210'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED, POSSIBLY DESTROYED BY
 AH0210'EXCAVATION OF THE UNION OIL COMPANY REFINERY.
 AH0210
 AH0210                          STATION RECOVERY (1984)
 AH0210
 AH0210'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0210'RECOVERED IN GOOD CONDITION.
 AH0210
 AH0210                          STATION RECOVERY (1987)
 AH0210
 AH0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0210'MARK NOT FOUND.
 AH0210
 AH0210                          STATION RECOVERY (1995)
 AH0210
 AH0210'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1344 ***********************************************************************
 AN1344  DESIGNATION -  M 606
 AN1344  PID         -  AN1344
 AN1344  STATE/COUNTY-  TX/REFUGIO
 AN1344  USGS QUAD   -  WOODSBORO (1978)
 AN1344
 AN1344                         *CURRENT SURVEY CONTROL
 AN1344  ___________________________________________________________________
 AN1344* NAD 83(1986)-  28 10 58.     (N)    097 17 47.     (W)     SCALED    
 AN1344* NAVD 88     -         9.49   (+/-2cm)      31.1    (feet)  VERTCON   
 AN1344  ___________________________________________________________________
 AN1344  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN1344
 AN1344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1344
 AN1344.The horizontal coordinates were scaled from a topographic map and have
 AN1344.an estimated accuracy of +/- 6 seconds.
 AN1344
 AN1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1344.The vertical order pertains to the NGVD 29 superseded value.
 AN1344
 AN1344.The geoid height was determined by GEOID03.
 AN1344
 AN1344;                    North         East    Units  Estimated Accuracy
 AN1344;SPC TXSC     - 4,039,950.      767,290.      MT  (+/- 180 meters Scaled)
 AN1344
 AN1344                          SUPERSEDED SURVEY CONTROL
 AN1344
 AN1344  NGVD 29 (??/??/92)    9.651  (m)           31.66   (f) ADJ UNCH    2 0
 AN1344
 AN1344.Superseded values are not recommended for survey control.
 AN1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1344.See file dsdata.txt to determine how the superseded data were derived.
 AN1344
 AN1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS672186(NAD 83)
 AN1344_MARKER: DB = BENCH MARK DISK
 AN1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1344_STAMPING: M 606 1942
 AN1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1344+STABILITY: SURFACE MOTION
 AN1344
 AN1344  HISTORY     - Date     Condition        Report By
 AN1344  HISTORY     - 1942     MONUMENTED       CGS
 AN1344  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1344
 AN1344                          STATION DESCRIPTION
 AN1344
 AN1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1344'6.0 MI SE FROM WOODSBORO.
 AN1344'TO REACH FROM THE CITY PARK AT WOODSBORO-- PROCEED 4.6 MILES
 AN1344'SOUTHEASTERLY ALONG ROAD TOWARDS BAYSIDE TO INTERSECTION OF ROAD
 AN1344'LEADING SOUTH.  THENCE, GO 1.4 MILES SOUTHERLY ALONG DIRT ROAD TO THE
 AN1344'SITE OF THE BENCH MARK.  BENCH MARK IS 1.0 MILE NORTH OF THE BONNIE
 AN1344'VIEW SCHOOL, AT THE INTERSECTION OF A CROSSROAD AND 57.0 FEET NORTH OF
 AN1344'THE CENTERLINE OF THE CROSSROAD.  IT IS 50.0 FEET EAST OF THE
 AN1344'SOUTHEAST CORNER OF FENCE AROUND POWER TRANSFORMERS, 27.0 FEET WEST OF
 AN1344'THE CENTERLINE OF THE ROAD AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN
 AN1344'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AN1344
 AN1344                          STATION RECOVERY (1999)
 AN1344
 AN1344'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1345 ***********************************************************************
 AN1345  DESIGNATION -  M 606 RESET 1949
 AN1345  PID         -  AN1345
 AN1345  STATE/COUNTY-  TX/REFUGIO
 AN1345  USGS QUAD   -  WOODSBORO (1978)
 AN1345
 AN1345                         *CURRENT SURVEY CONTROL
 AN1345  ___________________________________________________________________
 AN1345* NAD 83(1986)-  28 10 58.     (N)    097 17 47.     (W)     SCALED    
 AN1345* NAVD 88     -         9.05   (+/-2cm)      29.7    (feet)  VERTCON   
 AN1345  ___________________________________________________________________
 AN1345  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN1345
 AN1345  VERT ORDER  -  THIRD (See Below)
 AN1345
 AN1345.The horizontal coordinates were scaled from a topographic map and have
 AN1345.an estimated accuracy of +/- 6 seconds.
 AN1345
 AN1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1345.The vertical order pertains to the NGVD 29 superseded value.
 AN1345
 AN1345.The geoid height was determined by GEOID03.
 AN1345
 AN1345;                    North         East    Units  Estimated Accuracy
 AN1345;SPC TXSC     - 4,039,950.      767,290.      MT  (+/- 180 meters Scaled)
 AN1345
 AN1345                          SUPERSEDED SURVEY CONTROL
 AN1345
 AN1345  NGVD 29 (01/29/03)    9.21   (m)           30.2    (f) RESET       3  
 AN1345
 AN1345.Superseded values are not recommended for survey control.
 AN1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1345.See file dsdata.txt to determine how the superseded data were derived.
 AN1345
 AN1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS672186(NAD 83)
 AN1345_MARKER: DB = BENCH MARK DISK
 AN1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1345_STAMPING: M 606 RESET 1949
 AN1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1345+STABILITY: SURFACE MOTION
 AN1345
 AN1345  HISTORY     - Date     Condition        Report By
 AN1345  HISTORY     - 1949     MONUMENTED       TXHD
 AN1345
 AN1345                          STATION DESCRIPTION
 AN1345
 AN1345'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AN1345'4.6 MI SE FROM WOODSBORO.
 AN1345'4.6 MILES SOUTHEAST ALONG HIGHWAY 136, WOODSBORO BAYSIDE ROAD, FROM
 AN1345'THE CITY PARK AT WOODSBORO, REFUGIO COUNTY, 1.4 MILES SOUTH ALONG
 AN1345'HIGHWAY 629, BONNIE VIEW ROAD.  1.1 MILES NORTH OF BONNIE VIEW SCHOOL,
 AN1345'239 FEET NORTH OF THE CENTERLINE OF A PAVED COUNTY CROSSROAD, 40 FEET
 AN1345'WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE NORTHEAST CORNER OF
 AN1345'A POWER-COMPANY SUBSTATION LOT.  A STANDARD DISK, STAMPED M 606 RESET
 AN1345'1949 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN1345'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0857 ***********************************************************************
 AH0857  DESIGNATION -  M 607
 AH0857  PID         -  AH0857
 AH0857  STATE/COUNTY-  TX/NUECES
 AH0857  USGS QUAD   -  LAURELES RANCH (1975)
 AH0857
 AH0857                         *CURRENT SURVEY CONTROL
 AH0857  ___________________________________________________________________
 AH0857* NAD 83(1986)-  27 35 08.     (N)    097 34 01.     (W)     SCALED    
 AH0857* NAVD 88     -        10.106  (meters)      33.16   (feet)  ADJUSTED  
 AH0857  ___________________________________________________________________
 AH0857  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AH0857  DYNAMIC HT  -          10.091 (meters)      33.11  (feet)  COMP
 AH0857  MODELED GRAV-     979,114.6   (mgal)                       NAVD 88
 AH0857
 AH0857  VERT ORDER  -  SECOND    CLASS 0
 AH0857
 AH0857.The horizontal coordinates were scaled from a topographic map and have
 AH0857.an estimated accuracy of +/- 6 seconds.
 AH0857
 AH0857.The orthometric height was determined by differential leveling
 AH0857.and adjusted by the National Geodetic Survey in June 1991..
 AH0857.WARNING-Repeat measurements at this control monument indicate possible
 AH0857.vertical movement.
 AH0857
 AH0857.The geoid height was determined by GEOID03.
 AH0857
 AH0857.The dynamic height is computed by dividing the NAVD 88
 AH0857.geopotential number by the normal gravity value computed on the
 AH0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0857.degrees latitude (g = 980.6199 gals.).
 AH0857
 AH0857.The modeled gravity was interpolated from observed gravity values.
 AH0857
 AH0857;                    North         East    Units  Estimated Accuracy
 AH0857;SPC TX S     - 5,212,940.      392,120.      MT  (+/- 180 meters Scaled)
 AH0857
 AH0857                          SUPERSEDED SURVEY CONTROL
 AH0857
 AH0857  NGVD 29 (??/??/92)   10.240  (m)           33.60   (f) ADJ UNCH    2 0
 AH0857
 AH0857.Superseded values are not recommended for survey control.
 AH0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0857.See file dsdata.txt to determine how the superseded data were derived.
 AH0857
 AH0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR414521(NAD 83)
 AH0857_MARKER: DB = BENCH MARK DISK
 AH0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0857_SP_SET: CULVERT
 AH0857_STAMPING: M 607 1942
 AH0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0857
 AH0857  HISTORY     - Date     Condition        Report By
 AH0857  HISTORY     - 1942     MONUMENTED       CGS
 AH0857  HISTORY     - 1951     GOOD             NGS
 AH0857
 AH0857                          STATION DESCRIPTION
 AH0857
 AH0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0857'7.0 MI W FROM CHAPMAN RANCH.
 AH0857'TO REACH FROM THE CHAPMAN RANCH HEADQUARTERS-- PROCEED 7.0 MILES
 AH0857'WESTERLY ALONG PAVED ROAD TOWARD BISHOP TO NORTHWEST CORNER OF FLYING
 AH0857'FIELD NO. 23 AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY
 AH0857'IN THE SOUTH END OF THE WEST HEADWALL OF CONCRETE DOUBLE PIPE CULVERT
 AH0857'AT THE ENTRANCE TO THE FLYING FIELD.  IT IS ABOUT 105.0 FEET EAST OF
 AH0857'FENCE CORNER AND 45.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AH0857'THE CENTERLINE OF THE ROAD.
 AH0857
 AH0857                          STATION RECOVERY (1951)
 AH0857
 AH0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0358 ***********************************************************************
 AH0358  DESIGNATION -  M 608
 AH0358  PID         -  AH0358
 AH0358  STATE/COUNTY-  TX/NUECES
 AH0358  USGS QUAD   -  OSO CREEK NW (1975)
 AH0358
 AH0358                         *CURRENT SURVEY CONTROL
 AH0358  ___________________________________________________________________
 AH0358* NAD 83(1986)-  27 39 43.     (N)    097 27 14.     (W)     SCALED    
 AH0358* NAVD 88     -         7.695  (meters)      25.25   (feet)  ADJUSTED  
 AH0358  ___________________________________________________________________
 AH0358  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH0358  DYNAMIC HT  -           7.683 (meters)      25.21  (feet)  COMP
 AH0358  MODELED GRAV-     979,121.5   (mgal)                       NAVD 88
 AH0358
 AH0358  VERT ORDER  -  SECOND    CLASS 0
 AH0358
 AH0358.The horizontal coordinates were scaled from a topographic map and have
 AH0358.an estimated accuracy of +/- 6 seconds.
 AH0358
 AH0358.The orthometric height was determined by differential leveling
 AH0358.and adjusted by the National Geodetic Survey in June 1991..
 AH0358
 AH0358.The geoid height was determined by GEOID03.
 AH0358
 AH0358.The dynamic height is computed by dividing the NAVD 88
 AH0358.geopotential number by the normal gravity value computed on the
 AH0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0358.degrees latitude (g = 980.6199 gals.).
 AH0358
 AH0358.The modeled gravity was interpolated from observed gravity values.
 AH0358
 AH0358;                    North         East    Units  Estimated Accuracy
 AH0358;SPC TX S     - 5,221,490.      403,210.      MT  (+/- 180 meters Scaled)
 AH0358
 AH0358                          SUPERSEDED SURVEY CONTROL
 AH0358
 AH0358  NGVD 29 (??/??/92)    7.858  (m)           25.78   (f) ADJ UNCH    2 0
 AH0358
 AH0358.Superseded values are not recommended for survey control.
 AH0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0358.See file dsdata.txt to determine how the superseded data were derived.
 AH0358
 AH0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR525607(NAD 83)
 AH0358_MARKER: DB = BENCH MARK DISK
 AH0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0358_SP_SET: CULVERT
 AH0358_STAMPING: M 608 1942
 AH0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0358
 AH0358  HISTORY     - Date     Condition        Report By
 AH0358  HISTORY     - 1942     MONUMENTED       CGS
 AH0358  HISTORY     - 1949     GOOD             NGS
 AH0358  HISTORY     - 1984     GOOD             USPSQD
 AH0358  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0358  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0358  HISTORY     - 20010729 MARK NOT FOUND   USPSQD
 AH0358
 AH0358                          STATION DESCRIPTION
 AH0358
 AH0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0358'9.7 MI SW FROM CORPUS CHRISTI.
 AH0358'9.7 MILES SOUTHWEST ALONG STATE HIGHWAY 286 FROM THE MISSOURI PACIFIC
 AH0358'RAILROAD STATION AT CORPUS CHRISTI, NUECES COUNTY, 0.1 MILE NORTH OF A
 AH0358'ROAD INTERSECTION.  20 FEET EAST OF AND ABOUT LEVEL WITH THE
 AH0358'CENTERLINE OF THE HIGHWAY, AT A LARGE CONCRETE HIGHWAY CULVERT, AND IN
 AH0358'THE NORTH END OF THE EAST HEAD WALL.  A STANDARD DISK, STAMPED M 608
 AH0358'1942.
 AH0358
 AH0358                          STATION RECOVERY (1984)
 AH0358
 AH0358'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0358'RECOVERED IN GOOD CONDITION.
 AH0358
 AH0358                          STATION RECOVERY (1991)
 AH0358
 AH0358'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0358'MARK NOT FOUND.
 AH0358
 AH0358                          STATION RECOVERY (1997)
 AH0358
 AH0358'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0358'MARK NOT FOUND.
 AH0358
 AH0358                          STATION RECOVERY (2001)
 AH0358
 AH0358'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0822 ***********************************************************************
 AH0822  DESIGNATION -  M 609
 AH0822  PID         -  AH0822
 AH0822  STATE/COUNTY-  TX/NUECES
 AH0822  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0822
 AH0822                         *CURRENT SURVEY CONTROL
 AH0822  ___________________________________________________________________
 AH0822* NAD 83(1986)-  27 40 12.     (N)    097 44 00.     (W)     SCALED    
 AH0822* NAVD 88     -        17.436  (meters)      57.20   (feet)  ADJUSTED  
 AH0822  ___________________________________________________________________
 AH0822  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH0822  DYNAMIC HT  -          17.409 (meters)      57.12  (feet)  COMP
 AH0822  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 AH0822
 AH0822  VERT ORDER  -  SECOND    CLASS 0
 AH0822
 AH0822.The horizontal coordinates were scaled from a topographic map and have
 AH0822.an estimated accuracy of +/- 6 seconds.
 AH0822
 AH0822.The orthometric height was determined by differential leveling
 AH0822.and adjusted by the National Geodetic Survey in June 1991..
 AH0822
 AH0822.The geoid height was determined by GEOID03.
 AH0822
 AH0822.The dynamic height is computed by dividing the NAVD 88
 AH0822.geopotential number by the normal gravity value computed on the
 AH0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0822.degrees latitude (g = 980.6199 gals.).
 AH0822
 AH0822.The modeled gravity was interpolated from observed gravity values.
 AH0822
 AH0822;                    North         East    Units  Estimated Accuracy
 AH0822;SPC TX S     - 5,222,190.      375,640.      MT  (+/- 180 meters Scaled)
 AH0822
 AH0822                          SUPERSEDED SURVEY CONTROL
 AH0822
 AH0822  NGVD 29 (??/??/92)   17.556  (m)           57.60   (f) ADJ UNCH    2 0
 AH0822
 AH0822.Superseded values are not recommended for survey control.
 AH0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0822.See file dsdata.txt to determine how the superseded data were derived.
 AH0822
 AH0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR249612(NAD 83)
 AH0822_MARKER: DB = BENCH MARK DISK
 AH0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0822_STAMPING: M 609 1942
 AH0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0822+STABILITY: SURFACE MOTION
 AH0822
 AH0822  HISTORY     - Date     Condition        Report By
 AH0822  HISTORY     - 1942     MONUMENTED       CGS
 AH0822  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0822
 AH0822                          STATION DESCRIPTION
 AH0822
 AH0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0822'1.0 MI E FROM DRISCOLL.
 AH0822'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 96 WITH THE ROAD
 AH0822'TO PETRONILLA AT DRISCOLL.  PROCEED 1 MILE EASTERLY ON PAVED ROAD TO
 AH0822'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 150 FEET EAST OF THE
 AH0822'EASTERNMOST OF THREE WHITE HOUSES, 60 FEET EAST OF THE CORNER OF FENCE
 AH0822'AROUND PIPE SUPPLY YARD, 42 FEET SOUTH OF AND ABOUT THE SAME ELEVATION
 AH0822'AS THE CENTERLINE OF ROAD, 3 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AH0822'POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS
 AH0822'0.5 FOOT.
 AH0822
 AH0822                          STATION RECOVERY (1969)
 AH0822
 AH0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0910 ***********************************************************************
 AB0910  DESIGNATION -  M 61
 AB0910  PID         -  AB0910
 AB0910  STATE/COUNTY-  TX/CAMERON
 AB0910  USGS QUAD   -  SANTA MARIA (1970)
 AB0910
 AB0910                         *CURRENT SURVEY CONTROL
 AB0910  ___________________________________________________________________
 AB0910* NAD 83(1986)-  26 04 24.     (N)    097 49 30.     (W)     SCALED    
 AB0910* NAVD 88     -        19.845  (meters)      65.11   (feet)  ADJUSTED  
 AB0910  ___________________________________________________________________
 AB0910  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AB0910  DYNAMIC HT  -          19.813 (meters)      65.00  (feet)  COMP
 AB0910  MODELED GRAV-     979,015.3   (mgal)                       NAVD 88
 AB0910
 AB0910  VERT ORDER  -  SECOND    CLASS 0
 AB0910
 AB0910.The horizontal coordinates were scaled from a topographic map and have
 AB0910.an estimated accuracy of +/- 6 seconds.
 AB0910
 AB0910.The orthometric height was determined by differential leveling
 AB0910.and adjusted by the National Geodetic Survey in June 1991..
 AB0910
 AB0910.The geoid height was determined by GEOID03.
 AB0910
 AB0910.The dynamic height is computed by dividing the NAVD 88
 AB0910.geopotential number by the normal gravity value computed on the
 AB0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0910.degrees latitude (g = 980.6199 gals.).
 AB0910
 AB0910.The modeled gravity was interpolated from observed gravity values.
 AB0910
 AB0910;                    North         East    Units  Estimated Accuracy
 AB0910;SPC TX S     - 5,045,240.      367,540.      MT  (+/- 180 meters Scaled)
 AB0910
 AB0910                          SUPERSEDED SURVEY CONTROL
 AB0910
 AB0910  NGVD 29 (??/??/92)   19.952  (m)           65.46   (f) ADJ UNCH    2 0
 AB0910
 AB0910.Superseded values are not recommended for survey control.
 AB0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0910.See file dsdata.txt to determine how the superseded data were derived.
 AB0910
 AB0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP175843(NAD 83)
 AB0910_MARKER: DD = SURVEY DISK
 AB0910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0910_SP_SET: CULVERT
 AB0910_STAMPING: M 61 65.38
 AB0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0910
 AB0910  HISTORY     - Date     Condition        Report By
 AB0910  HISTORY     - UNK      MONUMENTED
 AB0910  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0910
 AB0910                          STATION DESCRIPTION
 AB0910
 AB0910'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0910'0.1 MI W FROM BLUETOWN.
 AB0910'0.1 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF DUKES
 AB0910'HIGHWAY AT BLUETOWN, CAMERON COUNTY, 71 YARDS SOUTH ACROSS THE HIGHWAY
 AB0910'FROM AN OLD CEMETERY, 60 FEET NORTH OF A GROUP OF SMALL FRAMEHOUSES,
 AB0910'29.5 FEET NORTHWEST OF A 2.5-FOOT MESQUITE TREE, AT A 3- BY 3-FOOT
 AB0910'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0910'THE SOUTH HEADWALL, 15.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0910'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0559 ***********************************************************************
 DO0559  DESIGNATION -  M 61
 DO0559  PID         -  DO0559
 DO0559  STATE/COUNTY-  TX/KNOX
 DO0559  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0559
 DO0559                         *CURRENT SURVEY CONTROL
 DO0559  ___________________________________________________________________
 DO0559* NAD 83(1986)-  33 45 15.     (N)    099 48 40.     (W)     SCALED    
 DO0559* NAVD 88     -       465.399  (meters)    1526.90   (feet)  ADJUSTED  
 DO0559  ___________________________________________________________________
 DO0559  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DO0559  DYNAMIC HT  -         464.858 (meters)    1525.12  (feet)  COMP
 DO0559  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 DO0559
 DO0559  VERT ORDER  -  FIRST     CLASS II
 DO0559
 DO0559.The horizontal coordinates were scaled from a topographic map and have
 DO0559.an estimated accuracy of +/- 6 seconds.
 DO0559
 DO0559.The orthometric height was determined by differential leveling
 DO0559.and adjusted by the National Geodetic Survey in June 1991..
 DO0559
 DO0559.The geoid height was determined by GEOID03.
 DO0559
 DO0559.The dynamic height is computed by dividing the NAVD 88
 DO0559.geopotential number by the normal gravity value computed on the
 DO0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0559.degrees latitude (g = 980.6199 gals.).
 DO0559
 DO0559.The modeled gravity was interpolated from observed gravity values.
 DO0559
 DO0559;                    North         East    Units  Estimated Accuracy
 DO0559;SPC TXNC     - 2,232,250.      478,540.      MT  (+/- 180 meters Scaled)
 DO0559
 DO0559                          SUPERSEDED SURVEY CONTROL
 DO0559
 DO0559  NGVD 29 (??/??/92)  465.239  (m)         1526.37   (f) ADJ UNCH    1 2
 DO0559
 DO0559.Superseded values are not recommended for survey control.
 DO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0559.See file dsdata.txt to determine how the superseded data were derived.
 DO0559
 DO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC248351(NAD 83)
 DO0559_MARKER: DD = SURVEY DISK
 DO0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0559_SP_SET: BUILDING
 DO0559_STAMPING: 1526.372 M 61 1925
 DO0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0559
 DO0559  HISTORY     - Date     Condition        Report By
 DO0559  HISTORY     - 1925     MONUMENTED       USGS
 DO0559  HISTORY     - 1958     GOOD             NGS
 DO0559
 DO0559                          STATION DESCRIPTION
 DO0559
 DO0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0559'IN TURSCOTT.
 DO0559'AT TRUSCOTT, KNOX COUNTY, AT A BANK BUILDING, AT THE SOUTHEAST CORNER,
 DO0559'AND IN THE FACE OF THE EAST WALL, 1 FOOT HIGHER THAN THE SIDEWALK. A
 DO0559'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1526.372 M 61 1925 AND
 DO0559'SET VERTICALLY.  NOTE-- THE BUILDING IN WHICH THE MARK IS SET IS
 DO0559'VACANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0409 ***********************************************************************
 AH0409  DESIGNATION -  M 610
 AH0409  PID         -  AH0409
 AH0409  STATE/COUNTY-  TX/NUECES
 AH0409  USGS QUAD   -  OSO CREEK NE (1975)
 AH0409
 AH0409                         *CURRENT SURVEY CONTROL
 AH0409  ___________________________________________________________________
 AH0409* NAD 83(1986)-  27 39 43.     (N)    097 17 11.     (W)     SCALED    
 AH0409* NAVD 88     -         4.191  (meters)      13.75   (feet)  ADJUSTED  
 AH0409  ___________________________________________________________________
 AH0409  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH0409  DYNAMIC HT  -           4.185 (meters)      13.73  (feet)  COMP
 AH0409  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 AH0409
 AH0409  VERT ORDER  -  SECOND    CLASS 0
 AH0409
 AH0409.The horizontal coordinates were scaled from a topographic map and have
 AH0409.an estimated accuracy of +/- 6 seconds.
 AH0409
 AH0409.The orthometric height was determined by differential leveling
 AH0409.and adjusted by the National Geodetic Survey in June 1991..
 AH0409
 AH0409.The geoid height was determined by GEOID03.
 AH0409
 AH0409.The dynamic height is computed by dividing the NAVD 88
 AH0409.geopotential number by the normal gravity value computed on the
 AH0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0409.degrees latitude (g = 980.6199 gals.).
 AH0409
 AH0409.The modeled gravity was interpolated from observed gravity values.
 AH0409
 AH0409;                    North         East    Units  Estimated Accuracy
 AH0409;SPC TX S     - 5,221,640.      419,740.      MT  (+/- 180 meters Scaled)
 AH0409
 AH0409                          SUPERSEDED SURVEY CONTROL
 AH0409
 AH0409  NGVD 29 (??/??/92)    4.352  (m)           14.28   (f) ADJ UNCH    2 0
 AH0409
 AH0409.Superseded values are not recommended for survey control.
 AH0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0409.See file dsdata.txt to determine how the superseded data were derived.
 AH0409
 AH0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR690609(NAD 83)
 AH0409_MARKER: DB = BENCH MARK DISK
 AH0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0409_STAMPING: M 610 1942
 AH0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0409+STABILITY: SURFACE MOTION
 AH0409
 AH0409  HISTORY     - Date     Condition        Report By
 AH0409  HISTORY     - 1942     MONUMENTED       CGS
 AH0409  HISTORY     - 1949     GOOD             NGS
 AH0409  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0409
 AH0409                          STATION DESCRIPTION
 AH0409
 AH0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0409'1.2 MI S FROM CORPUS CHRISTI.
 AH0409'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0409'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0409'SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST ALONG LEXINGTON
 AH0409'BOULEVARD (STATE HIGHWAY 358) TO THE INTERSECTION OF A ROAD LEADING
 AH0409'SOUTH FROM CORPUS CHRISTI NAVAL AIR STATION TO OUTLYING FIELD 42, AND
 AH0409'THENCE 0.5 MILE SOUTH ALONG THE ROAD.  AT A ROAD INTERSECTION, 100
 AH0409'FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 39 FEET WEST
 AH0409'OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 3
 AH0409'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT EAST OF THE
 AH0409'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 610 1942 AND SET IN
 AH0409'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0409
 AH0409                          STATION RECOVERY (1968)
 AH0409
 AH0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0984 ***********************************************************************
 AH0984  DESIGNATION -  M 611
 AH0984  PID         -  AH0984
 AH0984  STATE/COUNTY-  TX/NUECES
 AH0984  USGS QUAD   -  KINGSVILLE NW (1979)
 AH0984
 AH0984                         *CURRENT SURVEY CONTROL
 AH0984  ___________________________________________________________________
 AH0984* NAD 83(1986)-  27 38 23.     (N)    097 54 45.     (W)     SCALED    
 AH0984* NAVD 88     -        29.536  (meters)      96.90   (feet)  ADJUSTED  
 AH0984  ___________________________________________________________________
 AH0984  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH0984  DYNAMIC HT  -          29.490 (meters)      96.75  (feet)  COMP
 AH0984  MODELED GRAV-     979,097.3   (mgal)                       NAVD 88
 AH0984
 AH0984  VERT ORDER  -  SECOND    CLASS 0
 AH0984
 AH0984.The horizontal coordinates were scaled from a topographic map and have
 AH0984.an estimated accuracy of +/- 6 seconds.
 AH0984
 AH0984.The orthometric height was determined by differential leveling
 AH0984.and adjusted by the National Geodetic Survey in June 1991..
 AH0984
 AH0984.The geoid height was determined by GEOID03.
 AH0984
 AH0984.The dynamic height is computed by dividing the NAVD 88
 AH0984.geopotential number by the normal gravity value computed on the
 AH0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0984.degrees latitude (g = 980.6199 gals.).
 AH0984
 AH0984.The modeled gravity was interpolated from observed gravity values.
 AH0984
 AH0984;                    North         East    Units  Estimated Accuracy
 AH0984;SPC TX S     - 5,218,740.      357,980.      MT  (+/- 180 meters Scaled)
 AH0984
 AH0984                          SUPERSEDED SURVEY CONTROL
 AH0984
 AH0984  NGVD 29 (??/??/92)   29.639  (m)           97.24   (f) ADJ UNCH    2 0
 AH0984
 AH0984.Superseded values are not recommended for survey control.
 AH0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0984.See file dsdata.txt to determine how the superseded data were derived.
 AH0984
 AH0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR072577(NAD 83)
 AH0984_MARKER: DB = BENCH MARK DISK
 AH0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0984_STAMPING: M 611 1942
 AH0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0984+STABILITY: SURFACE MOTION
 AH0984
 AH0984  HISTORY     - Date     Condition        Report By
 AH0984  HISTORY     - 1942     MONUMENTED       CGS
 AH0984  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0984  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0984
 AH0984                          STATION DESCRIPTION
 AH0984
 AH0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0984'9.5 MI S FROM AGUA DULCE.
 AH0984'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT AGUA DULCE.
 AH0984'PROCEED 6.5 MILES SOUTHERLY ALONG OILED ROAD, THENCE SOUTH ON GRADED
 AH0984'DIRT ROAD 3.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5
 AH0984'MILE SOUTH OF CHICAGO RE-CYCLING PLANT AT POINT WHERE ROAD TURNS EAST,
 AH0984'ABOUT 300.0 FEET EAST OF TURN IN ROAD, 43.0 FEET SOUTH AND ABOUT 1.0
 AH0984'FEET BELOW CENTERLINE OF THE ROAD, 12.0 FEET EAST OF TELEPHONE POLE
 AH0984'AND IN LINE WITH ROW OF POLES ON SOUTH SIDE OF THE ROAD, 4.0 FEET WEST
 AH0984'OF WHITE 4 X 4 INCH WOODEN MARKER POST.
 AH0984
 AH0984                          STATION RECOVERY (1975)
 AH0984
 AH0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0984'MARK NOT FOUND.
 AH0984
 AH0984                          STATION RECOVERY (2001)
 AH0984
 AH0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0984'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0659 ***********************************************************************
 AH0659  DESIGNATION -  M 613
 AH0659  PID         -  AH0659
 AH0659  STATE/COUNTY-  TX/KLEBERG
 AH0659  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0659
 AH0659                         *CURRENT SURVEY CONTROL
 AH0659  ___________________________________________________________________
 AH0659* NAD 83(1986)-  27 24 00.     (N)    097 56 57.     (W)     SCALED    
 AH0659* NAVD 88     -        24.503  (meters)      80.39   (feet)  ADJUSTED  
 AH0659  ___________________________________________________________________
 AH0659  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH0659  DYNAMIC HT  -          24.464 (meters)      80.26  (feet)  COMP
 AH0659  MODELED GRAV-     979,087.2   (mgal)                       NAVD 88
 AH0659
 AH0659  VERT ORDER  -  SECOND    CLASS 0
 AH0659
 AH0659.The horizontal coordinates were scaled from a topographic map and have
 AH0659.an estimated accuracy of +/- 6 seconds.
 AH0659
 AH0659.The orthometric height was determined by differential leveling
 AH0659.and adjusted by the National Geodetic Survey in June 1991..
 AH0659
 AH0659.The geoid height was determined by GEOID03.
 AH0659
 AH0659.The dynamic height is computed by dividing the NAVD 88
 AH0659.geopotential number by the normal gravity value computed on the
 AH0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0659.degrees latitude (g = 980.6199 gals.).
 AH0659
 AH0659.The modeled gravity was interpolated from observed gravity values.
 AH0659
 AH0659;                    North         East    Units  Estimated Accuracy
 AH0659;SPC TX S     - 5,192,160.      354,470.      MT  (+/- 180 meters Scaled)
 AH0659
 AH0659                          SUPERSEDED SURVEY CONTROL
 AH0659
 AH0659  NGVD 29 (??/??/92)   24.609  (m)           80.74   (f) ADJ UNCH    2 0
 AH0659
 AH0659.Superseded values are not recommended for survey control.
 AH0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0659.See file dsdata.txt to determine how the superseded data were derived.
 AH0659
 AH0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR038311(NAD 83)
 AH0659_MARKER: DB = BENCH MARK DISK
 AH0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0659_STAMPING: M 613 1942
 AH0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0659+STABILITY: SURFACE MOTION
 AH0659
 AH0659  HISTORY     - Date     Condition        Report By
 AH0659  HISTORY     - 1942     MONUMENTED       CGS
 AH0659  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0659
 AH0659                          STATION DESCRIPTION
 AH0659
 AH0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0659'13.5 MI SW FROM KINGSVILLE.
 AH0659'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH0659'PROCEED SOUTHERLY 7.2 MILES ALONG STATE HIGHWAY NO. 96.  THENCE GO
 AH0659'WESTERLY 4.8 MILES ALONG GRADED DIRT ROAD TO WOODEN GATE, AND THEN
 AH0659'PROCEED SOUTHWEST 1.5 MILE THROUGH GATE ALONG RANCH ROAD TO SITE OF
 AH0659'BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE EAST OF THE MONTE VERDE MILL
 AH0659'ON EAST AND WEST FENCE LINE.  IT IS 6.0 FEET NORTH OF RANCH ROAD, 20.0
 AH0659'FEET EAST OF MESQUITE TREE GROWING IN FENCE LINE, 0.6 FOOT SOUTH OF
 AH0659'FENCE, 3.0 FEET EAST OF 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT
 AH0659'PROJECTS ABOUT 0.5 FOOT.
 AH0659
 AH0659                          STATION RECOVERY (1975)
 AH0659
 AH0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0304 ***********************************************************************
 AJ0304  DESIGNATION -  M 614
 AJ0304  PID         -  AJ0304
 AJ0304  STATE/COUNTY-  TX/KLEBERG
 AJ0304  USGS QUAD   -  PREMONT EAST (1963)
 AJ0304
 AJ0304                         *CURRENT SURVEY CONTROL
 AJ0304  ___________________________________________________________________
 AJ0304* NAD 83(1986)-  27 21 56.     (N)    098 03 02.     (W)     SCALED    
 AJ0304* NAVD 88     -        38.255  (meters)     125.51   (feet)  ADJUSTED  
 AJ0304  ___________________________________________________________________
 AJ0304  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AJ0304  DYNAMIC HT  -          38.195 (meters)     125.31  (feet)  COMP
 AJ0304  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 AJ0304
 AJ0304  VERT ORDER  -  SECOND    CLASS 0
 AJ0304
 AJ0304.The horizontal coordinates were scaled from a topographic map and have
 AJ0304.an estimated accuracy of +/- 6 seconds.
 AJ0304
 AJ0304.The orthometric height was determined by differential leveling
 AJ0304.and adjusted by the National Geodetic Survey in June 1991..
 AJ0304
 AJ0304.The geoid height was determined by GEOID03.
 AJ0304
 AJ0304.The dynamic height is computed by dividing the NAVD 88
 AJ0304.geopotential number by the normal gravity value computed on the
 AJ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0304.degrees latitude (g = 980.6199 gals.).
 AJ0304
 AJ0304.The modeled gravity was interpolated from observed gravity values.
 AJ0304
 AJ0304;                    North         East    Units  Estimated Accuracy
 AJ0304;SPC TX S     - 5,188,300.      344,460.      MT  (+/- 180 meters Scaled)
 AJ0304
 AJ0304                          SUPERSEDED SURVEY CONTROL
 AJ0304
 AJ0304  NGVD 29 (??/??/??)   38.36   (m)          125.9    (f) RESET       3  
 AJ0304
 AJ0304.Superseded values are not recommended for survey control.
 AJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0304.See file dsdata.txt to determine how the superseded data were derived.
 AJ0304
 AJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR938272(NAD 83)
 AJ0304_MARKER: DB = BENCH MARK DISK
 AJ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0304_STAMPING: M 614 1942
 AJ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0304+STABILITY: SURFACE MOTION
 AJ0304
 AJ0304  HISTORY     - Date     Condition        Report By
 AJ0304  HISTORY     - 1942     MONUMENTED       CGS
 AJ0304
 AJ0304                          STATION DESCRIPTION
 AJ0304
 AJ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0304'4.0 MI E FROM PREMONT.
 AJ0304'TO REACH FROM POST OFFICE AT PREMONT-- PROCEED EASTERLY ALONG OLD
 AJ0304'PREMONT-KINGSVILLE ROAD 4.0 MILES TO SITE OF BENCH MARK.  BENCH MARK
 AJ0304'IS ABOUT 1.0 MILE EAST OF JIM WELLS-KLEBERG COUNTY LINE, ON PREMONT
 AJ0304'ROAD.  IT IS 15.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS ROAD,
 AJ0304'15.0 FEET NORTH OF MESQUITE TREE, 2.5 FEET WEST OF 4 X 4 INCH WOODEN
 AJ0304'MARKER POST.  THE MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0452 ***********************************************************************
 AJ0452  DESIGNATION -  M 616
 AJ0452  PID         -  AJ0452
 AJ0452  STATE/COUNTY-  TX/BROOKS
 AJ0452  USGS QUAD   -  CAGE RANCH (1963)
 AJ0452
 AJ0452                         *CURRENT SURVEY CONTROL
 AJ0452  ___________________________________________________________________
 AJ0452* NAD 83(1986)-  27 04 58.     (N)    098 07 39.     (W)     SCALED    
 AJ0452* NAVD 88     -        35.474  (meters)     116.38   (feet)  ADJUSTED  
 AJ0452  ___________________________________________________________________
 AJ0452  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AJ0452  DYNAMIC HT  -          35.418 (meters)     116.20  (feet)  COMP
 AJ0452  MODELED GRAV-     979,060.5   (mgal)                       NAVD 88
 AJ0452
 AJ0452  VERT ORDER  -  SECOND    CLASS 0
 AJ0452
 AJ0452.The horizontal coordinates were scaled from a topographic map and have
 AJ0452.an estimated accuracy of +/- 6 seconds.
 AJ0452
 AJ0452.The orthometric height was determined by differential leveling
 AJ0452.and adjusted by the National Geodetic Survey in June 1991..
 AJ0452
 AJ0452.The geoid height was determined by GEOID03.
 AJ0452
 AJ0452.The dynamic height is computed by dividing the NAVD 88
 AJ0452.geopotential number by the normal gravity value computed on the
 AJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0452.degrees latitude (g = 980.6199 gals.).
 AJ0452
 AJ0452.The modeled gravity was interpolated from observed gravity values.
 AJ0452
 AJ0452;                    North         East    Units  Estimated Accuracy
 AJ0452;SPC TX S     - 5,156,950.      336,940.      MT  (+/- 180 meters Scaled)
 AJ0452
 AJ0452                          SUPERSEDED SURVEY CONTROL
 AJ0452
 AJ0452  NGVD 29 (??/??/92)   35.58   (m)          116.7    (f) COMPUTED    2 0
 AJ0452
 AJ0452.Superseded values are not recommended for survey control.
 AJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0452.See file dsdata.txt to determine how the superseded data were derived.
 AJ0452
 AJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ865959(NAD 83)
 AJ0452_MARKER: DB = BENCH MARK DISK
 AJ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0452_STAMPING: M 616 1942
 AJ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0452+STABILITY: SURFACE MOTION
 AJ0452
 AJ0452  HISTORY     - Date     Condition        Report By
 AJ0452  HISTORY     - 1942     MONUMENTED       CGS
 AJ0452  HISTORY     - 1962     GOOD             USGS
 AJ0452
 AJ0452                          STATION DESCRIPTION
 AJ0452
 AJ0452'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ0452'1.0 MI E FROM FALFURRIAS.
 AJ0452'RANCH ROAD USED FOR OLD DESCRIPTION HAS BEEN ABANDONED.  FROM THE
 AJ0452'COURT HOUSE IN FALFURRIAS, BROOKS CO., TEXAS PROCEED SOUTH ON US HWY
 AJ0452'281 FOR 9.6 MILES TO GATEKEEPERS HOUSES ON BOTH SIDES OF THE HIGHWAY,
 AJ0452'THENCE EAST 0.5 MILE TO A T-RD NORTH-EAST, THENCE NORTH-EAST 0.3 MILE
 AJ0452'TO THE TOP OF A LOW RIDGE RUNNING NORTHWEST-SOUTHEAST, THENCE EAST,
 AJ0452'ACROSS COUNTRY, STAYING SOUTH OF A LARGE LIVE OAK GROVE FOR 0.4 MILE
 AJ0452'TO THE NORTH SIDE OF A CLUMP OF MESQUITE AND THE BENCH MARK AT THE
 AJ0452'NORTH EDGE THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1095 ***********************************************************************
 AB1095  DESIGNATION -  M 617
 AB1095  PID         -  AB1095
 AB1095  STATE/COUNTY-  TX/KENEDY
 AB1095  USGS QUAD   -  PITA CAMP (1982)
 AB1095
 AB1095                         *CURRENT SURVEY CONTROL
 AB1095  ___________________________________________________________________
 AB1095* NAD 83(1986)-  26 55 16.     (N)    097 53 53.     (W)     SCALED    
 AB1095* NAVD 88     -        11.529  (meters)      37.82   (feet)  ADJUSTED  
 AB1095  ___________________________________________________________________
 AB1095  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AB1095  DYNAMIC HT  -          11.510 (meters)      37.76  (feet)  COMP
 AB1095  MODELED GRAV-     979,068.4   (mgal)                       NAVD 88
 AB1095
 AB1095  VERT ORDER  -  SECOND    CLASS 0
 AB1095
 AB1095.The horizontal coordinates were scaled from a topographic map and have
 AB1095.an estimated accuracy of +/- 6 seconds.
 AB1095
 AB1095.The orthometric height was determined by differential leveling
 AB1095.and adjusted by the National Geodetic Survey in June 1991..
 AB1095
 AB1095.The geoid height was determined by GEOID03.
 AB1095
 AB1095.The dynamic height is computed by dividing the NAVD 88
 AB1095.geopotential number by the normal gravity value computed on the
 AB1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1095.degrees latitude (g = 980.6199 gals.).
 AB1095
 AB1095.The modeled gravity was interpolated from observed gravity values.
 AB1095
 AB1095;                    North         East    Units  Estimated Accuracy
 AB1095;SPC TX S     - 5,139,120.      359,780.      MT  (+/- 180 meters Scaled)
 AB1095
 AB1095                          SUPERSEDED SURVEY CONTROL
 AB1095
 AB1095  NGVD 29 (??/??/92)   11.618  (m)           38.12   (f) ADJ UNCH    2 0
 AB1095
 AB1095.Superseded values are not recommended for survey control.
 AB1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1095.See file dsdata.txt to determine how the superseded data were derived.
 AB1095
 AB1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ094781(NAD 83)
 AB1095_MARKER: DB = BENCH MARK DISK
 AB1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1095_STAMPING: M 617 1942
 AB1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1095+STABILITY: SURFACE MOTION
 AB1095
 AB1095  HISTORY     - Date     Condition        Report By
 AB1095  HISTORY     - 1942     MONUMENTED       CGS
 AB1095
 AB1095                          STATION DESCRIPTION
 AB1095
 AB1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1095'7.0 MI W FROM ARMSTRONG.
 AB1095'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1095'PROCEED 6.8 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1095'MARK.  BENCH MARK IS 60.0 FEET NORTH OF THE WEST END OF BARN AT THE
 AB1095'AGUA POQUITA RANCH, 12.0 FEET NORTH OF THE CENTER OF WOODEN GATE
 AB1095'ACROSS THE ROAD, 4.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND
 AB1095'1.0 FOOT EAST OF FENCE.  THE MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1126 ***********************************************************************
 AJ1126  DESIGNATION -  M 618
 AJ1126  PID         -  AJ1126
 AJ1126  STATE/COUNTY-  TX/BROOKS
 AJ1126  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ1126
 AJ1126                         *CURRENT SURVEY CONTROL
 AJ1126  ___________________________________________________________________
 AJ1126* NAD 83(1986)-  27 04 35.     (N)    098 00 37.     (W)     SCALED    
 AJ1126* NAVD 88     -        23.309  (meters)      76.47   (feet)  ADJUSTED  
 AJ1126  ___________________________________________________________________
 AJ1126  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AJ1126  DYNAMIC HT  -          23.272 (meters)      76.35  (feet)  COMP
 AJ1126  MODELED GRAV-     979,068.6   (mgal)                       NAVD 88
 AJ1126
 AJ1126  VERT ORDER  -  SECOND    CLASS 0
 AJ1126
 AJ1126.The horizontal coordinates were scaled from a topographic map and have
 AJ1126.an estimated accuracy of +/- 6 seconds.
 AJ1126
 AJ1126.The orthometric height was determined by differential leveling
 AJ1126.and adjusted by the National Geodetic Survey in June 1991..
 AJ1126
 AJ1126.The geoid height was determined by GEOID03.
 AJ1126
 AJ1126.The dynamic height is computed by dividing the NAVD 88
 AJ1126.geopotential number by the normal gravity value computed on the
 AJ1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1126.degrees latitude (g = 980.6199 gals.).
 AJ1126
 AJ1126.The modeled gravity was interpolated from observed gravity values.
 AJ1126
 AJ1126;                    North         East    Units  Estimated Accuracy
 AJ1126;SPC TX S     - 5,156,280.      348,570.      MT  (+/- 180 meters Scaled)
 AJ1126
 AJ1126                          SUPERSEDED SURVEY CONTROL
 AJ1126
 AJ1126  NGVD 29 (??/??/92)   23.410  (m)           76.80   (f) ADJ UNCH    2 0
 AJ1126
 AJ1126.Superseded values are not recommended for survey control.
 AJ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1126.See file dsdata.txt to determine how the superseded data were derived.
 AJ1126
 AJ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ981952(NAD 83)
 AJ1126_MARKER: DB = BENCH MARK DISK
 AJ1126_SETTING: 0 = UNSPECIFIED SETTING
 AJ1126_STAMPING: M 618 1942
 AJ1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1126
 AJ1126  HISTORY     - Date     Condition        Report By
 AJ1126  HISTORY     - 1942     MONUMENTED       CGS
 AJ1126  HISTORY     - 1962     GOOD             USGS
 AJ1126
 AJ1126                          STATION DESCRIPTION
 AJ1126
 AJ1126'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ1126'8.9 MI E FROM BARROSO.
 AJ1126'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 281 AND FARM ROAD 2191
 AJ1126'IN FALFURRIAS, BROOKS COUNTY, PROCEED EAST 5.2 MILES TO A CROSS ROAD,
 AJ1126'SOUTH 3.6 MILES TO THE GATEKEEPERS HOUSE AT THE MARIPOSA RANCH,
 AJ1126'CONTINUE SOUTH 5.4 MILES TO A CATTLE GUARD AND A T-ROAD EAST SOUTH OF
 AJ1126'THE FENCE, EAST 0.9 MILE TO A T-ROAD SOUTH, 0.1 MILE SOUTHEAST TO THE
 AJ1126'EAST SIDE OF A MESQUITE THICKET AND BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0966 ***********************************************************************
 AB0966  DESIGNATION -  M 619
 AB0966  PID         -  AB0966
 AB0966  STATE/COUNTY-  TX/KENEDY
 AB0966  USGS QUAD   -  NORIAS (1982)
 AB0966
 AB0966                         *CURRENT SURVEY CONTROL
 AB0966  ___________________________________________________________________
 AB0966* NAD 83(1986)-  26 47 08.     (N)    097 46 36.     (W)     SCALED    
 AB0966* NAVD 88     -         5.929  (meters)      19.45   (feet)  ADJUSTED  
 AB0966  ___________________________________________________________________
 AB0966  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AB0966  DYNAMIC HT  -           5.919 (meters)      19.42  (feet)  COMP
 AB0966  MODELED GRAV-     979,067.8   (mgal)                       NAVD 88
 AB0966
 AB0966  VERT ORDER  -  FIRST     CLASS II
 AB0966
 AB0966.The horizontal coordinates were scaled from a topographic map and have
 AB0966.an estimated accuracy of +/- 6 seconds.
 AB0966
 AB0966.The orthometric height was determined by differential leveling
 AB0966.and adjusted by the National Geodetic Survey in June 1991..
 AB0966.WARNING-Repeat measurements at this control monument indicate possible
 AB0966.vertical movement.
 AB0966
 AB0966.The geoid height was determined by GEOID03.
 AB0966
 AB0966.The dynamic height is computed by dividing the NAVD 88
 AB0966.geopotential number by the normal gravity value computed on the
 AB0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0966.degrees latitude (g = 980.6199 gals.).
 AB0966
 AB0966.The modeled gravity was interpolated from observed gravity values.
 AB0966
 AB0966;                    North         East    Units  Estimated Accuracy
 AB0966;SPC TX S     - 5,124,170.      371,920.      MT  (+/- 180 meters Scaled)
 AB0966
 AB0966                          SUPERSEDED SURVEY CONTROL
 AB0966
 AB0966.No superseded survey control is available for this station.
 AB0966
 AB0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ216632(NAD 83)
 AB0966_MARKER: DB = BENCH MARK DISK
 AB0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0966_STAMPING: M 619 1942
 AB0966_MARK LOGO: CGS   
 AB0966_PROJECTION: PROJECTING 8 CENTIMETERS
 AB0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0966+STABILITY: SURFACE MOTION
 AB0966
 AB0966  HISTORY     - Date     Condition        Report By
 AB0966  HISTORY     - 1942     MONUMENTED       CGS
 AB0966  HISTORY     - 1951     GOOD             NGS
 AB0966  HISTORY     - 1981     GOOD             NGS
 AB0966  HISTORY     - 1988     GOOD             USPSQD
 AB0966  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0966
 AB0966                          STATION DESCRIPTION
 AB0966
 AB0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0966'IN NORIAS.
 AB0966'AT NORIAS, 450 FEET SOUTH OF THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0966'RAILROAD STATION, 330 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23 FEET
 AB0966'WEST OF THE CENTER OF A GATE, 23 FEET WEST OF THE CENTER LINE OF AN
 AB0966'OILED ROAD LEADING SOUTHWEST, 1 FOOT SOUTHWEST OF A FENCE CORNER, 1.8
 AB0966'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0966'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC
 AB0966'LINES.
 AB0966
 AB0966                          STATION RECOVERY (1981)
 AB0966
 AB0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0966'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB0966'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 29.4 KM (18.3 MI) NORTH
 AB0966'ALONG U.S. HIGHWAY 77, THENCE 0.2 KM (0.1 MI) SOUTHWEST (PASSING
 AB0966'THROUGH A GUARD SHACK) ALONG AN ASPHALT ROAD TO A METAL BUMPER GATE
 AB0966'LEADING TO THE KING RANCH, 105.0 METERS (330.0 FT) SOUTHWEST OF THE
 AB0966'SOUTHWEST RAIL, 8.5 METERS (28.0 FT) WESTNORTHWEST OF THE CENTER OF A
 AB0966'METAL BUMPER GATE, 8.5 METERS (28.0 FT) WESTNORTHWEST OF THE CENTER OF
 AB0966'AN ASPHALT ROAD, 0.46 METERS (1.5 FT) SOUTHWEST OF A FENCE CORNER, AND
 AB0966'0.3 METER (1.0 FT) SOUTH OF AN EAST WEST FENCE.
 AB0966'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 AB0966'THE MARK IS ABOVE LEVEL WITH ROAD.
 AB0966
 AB0966                          STATION RECOVERY (1988)
 AB0966
 AB0966'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0966'RECOVERED IN GOOD CONDITION.
 AB0966
 AB0966                          STATION RECOVERY (1988)
 AB0966
 AB0966'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0911 ***********************************************************************
 AB0911  DESIGNATION -  M 62
 AB0911  PID         -  AB0911
 AB0911  STATE/COUNTY-  TX/CAMERON
 AB0911  USGS QUAD   -  SANTA MARIA (1970)
 AB0911
 AB0911                         *CURRENT SURVEY CONTROL
 AB0911  ___________________________________________________________________
 AB0911* NAD 83(1986)-  26 04 20.     (N)    097 49 39.     (W)     SCALED    
 AB0911* NAVD 88     -        20.036  (meters)      65.73   (feet)  ADJUSTED  
 AB0911  ___________________________________________________________________
 AB0911  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AB0911  DYNAMIC HT  -          20.003 (meters)      65.63  (feet)  COMP
 AB0911  MODELED GRAV-     979,015.0   (mgal)                       NAVD 88
 AB0911
 AB0911  VERT ORDER  -  SECOND    CLASS 0
 AB0911
 AB0911.The horizontal coordinates were scaled from a topographic map and have
 AB0911.an estimated accuracy of +/- 6 seconds.
 AB0911
 AB0911.The orthometric height was determined by differential leveling
 AB0911.and adjusted by the National Geodetic Survey in June 1991..
 AB0911
 AB0911.The geoid height was determined by GEOID03.
 AB0911
 AB0911.The dynamic height is computed by dividing the NAVD 88
 AB0911.geopotential number by the normal gravity value computed on the
 AB0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0911.degrees latitude (g = 980.6199 gals.).
 AB0911
 AB0911.The modeled gravity was interpolated from observed gravity values.
 AB0911
 AB0911;                    North         East    Units  Estimated Accuracy
 AB0911;SPC TX S     - 5,045,110.      367,290.      MT  (+/- 180 meters Scaled)
 AB0911
 AB0911                          SUPERSEDED SURVEY CONTROL
 AB0911
 AB0911  NGVD 29 (??/??/92)   20.144  (m)           66.09   (f) ADJ UNCH    2 0
 AB0911
 AB0911.Superseded values are not recommended for survey control.
 AB0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0911.See file dsdata.txt to determine how the superseded data were derived.
 AB0911
 AB0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP172842(NAD 83)
 AB0911_MARKER: DD = SURVEY DISK
 AB0911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0911_SP_SET: CULVERT
 AB0911_STAMPING: M 62 66.10
 AB0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0911
 AB0911  HISTORY     - Date     Condition        Report By
 AB0911  HISTORY     - UNK      MONUMENTED
 AB0911  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0911
 AB0911                          STATION DESCRIPTION
 AB0911
 AB0911'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0911'0.2 MI W FROM BLUETOWN.
 AB0911'0.2 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF DUKES
 AB0911'HIGHWAY AT BLUETOWN, CAMERON COUNTY, 93 FEET WEST OF A LARGE
 AB0911'IRRIGATION CANAL, AT A 3-FOOT CONCRETE-PIPE CULVERT UNDER THE HIGHWAY,
 AB0911'IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL, 19.2 FEET SOUTH OF THE
 AB0911'CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0813 ***********************************************************************
 AJ0813  DESIGNATION -  M 62
 AJ0813  PID         -  AJ0813
 AJ0813  STATE/COUNTY-  TX/ZAPATA
 AJ0813  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0813
 AJ0813                         *CURRENT SURVEY CONTROL
 AJ0813  ___________________________________________________________________
 AJ0813* NAD 83(1986)-  27 08 07.     (N)    099 25 24.     (W)     SCALED    
 AJ0813* NAVD 88     -       103.813  (meters)     340.59   (feet)  POSTED    
 AJ0813  ___________________________________________________________________
 AJ0813  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AJ0813  DYNAMIC HT  -         103.650 (meters)     340.06  (feet)  COMP
 AJ0813  MODELED GRAV-     979,039.6   (mgal)                       NAVD 88
 AJ0813
 AJ0813  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0813
 AJ0813.The horizontal coordinates were scaled from a topographic map and have
 AJ0813.an estimated accuracy of +/- 6 seconds.
 AJ0813
 AJ0813.The orthometric height was determined by differential leveling
 AJ0813.and adjusted by the National Geodetic Survey in 1992..
 AJ0813.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0813.rate of 0.0 thru 1.0 mm/km.
 AJ0813
 AJ0813.The geoid height was determined by GEOID03.
 AJ0813
 AJ0813.The dynamic height is computed by dividing the NAVD 88
 AJ0813.geopotential number by the normal gravity value computed on the
 AJ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0813.degrees latitude (g = 980.6199 gals.).
 AJ0813
 AJ0813.The modeled gravity was interpolated from observed gravity values.
 AJ0813
 AJ0813;                    North         East    Units  Estimated Accuracy
 AJ0813;SPC TX S     - 5,163,050.      208,480.      MT  (+/- 180 meters Scaled)
 AJ0813
 AJ0813                          SUPERSEDED SURVEY CONTROL
 AJ0813
 AJ0813.No superseded survey control is available for this station.
 AJ0813
 AJ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR580014(NAD 83)
 AJ0813_MARKER: DB = BENCH MARK DISK
 AJ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0813_STAMPING: M 62 1918
 AJ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0813+STABILITY: SURFACE MOTION
 AJ0813
 AJ0813  HISTORY     - Date     Condition        Report By
 AJ0813  HISTORY     - 1918     MONUMENTED       CGS
 AJ0813  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0813
 AJ0813                          STATION DESCRIPTION
 AJ0813
 AJ0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 AJ0813'6.9 MI W FROM SAN YGNACIO.
 AJ0813'ABOUT 6.9 MILES WEST OF SAN YGNACIO, ZAPATA COUNTY, ABOUT 20 FEET
 AJ0813'SOUTH OF THE MILITARY ROAD WHERE IT PASSES THROUGH A GATE WHICH IS
 AJ0813'ABOUT 650 FEET EAST OF A LARGE ARROYO, AND ABOUT 6 FEET SOUTH OF THE
 AJ0813'FENCE.  STANDARD DISK STAMPED M 62 1918 AND SET IN THE TOP OF A
 AJ0813'CONCRETE POST.
 AJ0813
 AJ0813                          STATION RECOVERY (1957)
 AJ0813
 AJ0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AJ0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0219 ***********************************************************************
 AJ0219  DESIGNATION -  M 621
 AJ0219  PID         -  AJ0219
 AJ0219  STATE/COUNTY-  TX/DUVAL
 AJ0219  USGS QUAD   -  BENAVIDES (1968)
 AJ0219
 AJ0219                         *CURRENT SURVEY CONTROL
 AJ0219  ___________________________________________________________________
 AJ0219* NAD 83(1986)-  27 34 31.     (N)    098 24 28.     (W)     SCALED    
 AJ0219* NAVD 88     -       125.333  (meters)     411.20   (feet)  ADJUSTED  
 AJ0219  ___________________________________________________________________
 AJ0219  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AJ0219  DYNAMIC HT  -         125.136 (meters)     410.55  (feet)  COMP
 AJ0219  MODELED GRAV-     979,073.4   (mgal)                       NAVD 88
 AJ0219
 AJ0219  VERT ORDER  -  SECOND    CLASS 0
 AJ0219
 AJ0219.The horizontal coordinates were scaled from a topographic map and have
 AJ0219.an estimated accuracy of +/- 6 seconds.
 AJ0219
 AJ0219.The orthometric height was determined by differential leveling
 AJ0219.and adjusted by the National Geodetic Survey in June 1991..
 AJ0219
 AJ0219.The geoid height was determined by GEOID03.
 AJ0219
 AJ0219.The dynamic height is computed by dividing the NAVD 88
 AJ0219.geopotential number by the normal gravity value computed on the
 AJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0219.degrees latitude (g = 980.6199 gals.).
 AJ0219
 AJ0219.The modeled gravity was interpolated from observed gravity values.
 AJ0219
 AJ0219;                    North         East    Units  Estimated Accuracy
 AJ0219;SPC TX S     - 5,211,470.      309,110.      MT  (+/- 180 meters Scaled)
 AJ0219
 AJ0219                          SUPERSEDED SURVEY CONTROL
 AJ0219
 AJ0219  NGVD 29 (??/??/92)  125.39   (m)          411.4    (f) COMPUTED    2 0
 AJ0219
 AJ0219.Superseded values are not recommended for survey control.
 AJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0219.See file dsdata.txt to determine how the superseded data were derived.
 AJ0219
 AJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR584502(NAD 83)
 AJ0219_MARKER: DB = BENCH MARK DISK
 AJ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0219_STAMPING: M 621 1942
 AJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0219+STABILITY: SURFACE MOTION
 AJ0219
 AJ0219  HISTORY     - Date     Condition        Report By
 AJ0219  HISTORY     - 1942     MONUMENTED       CGS
 AJ0219
 AJ0219                          STATION DESCRIPTION
 AJ0219
 AJ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0219'1.9 MI S FROM BENAVIDES.
 AJ0219'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0219'BENAVIDES-- PROCEED 1.9 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339 TO
 AJ0219'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF A
 AJ0219'FARM HOUSE, 13.0 FEET SOUTH OF A FENCE CORNER AND 42.0 FEET EAST OF
 AJ0219'THE CENTERLINE OF THE HIGHWAY.  IT IS 3.0 FEET NORTH OF A 4X4-INCH
 AJ0219'WOODEN MARKER POST AND THE MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0146 ***********************************************************************
 AJ0146  DESIGNATION -  M 622
 AJ0146  PID         -  AJ0146
 AJ0146  STATE/COUNTY-  TX/JIM WELLS
 AJ0146  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0146
 AJ0146                         *CURRENT SURVEY CONTROL
 AJ0146  ___________________________________________________________________
 AJ0146* NAD 83(1986)-  27 35 15.     (N)    098 11 19.     (W)     SCALED    
 AJ0146* NAVD 88     -        65.883  (meters)     216.15   (feet)  ADJUSTED  
 AJ0146  ___________________________________________________________________
 AJ0146  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AJ0146  DYNAMIC HT  -          65.781 (meters)     215.82  (feet)  COMP
 AJ0146  MODELED GRAV-     979,084.3   (mgal)                       NAVD 88
 AJ0146
 AJ0146  VERT ORDER  -  SECOND    CLASS 0
 AJ0146
 AJ0146.The horizontal coordinates were scaled from a topographic map and have
 AJ0146.an estimated accuracy of +/- 6 seconds.
 AJ0146
 AJ0146.The orthometric height was determined by differential leveling
 AJ0146.and adjusted by the National Geodetic Survey in June 1991..
 AJ0146
 AJ0146.The geoid height was determined by GEOID03.
 AJ0146
 AJ0146.The dynamic height is computed by dividing the NAVD 88
 AJ0146.geopotential number by the normal gravity value computed on the
 AJ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0146.degrees latitude (g = 980.6199 gals.).
 AJ0146
 AJ0146.The modeled gravity was interpolated from observed gravity values.
 AJ0146
 AJ0146;                    North         East    Units  Estimated Accuracy
 AJ0146;SPC TX S     - 5,212,850.      330,740.      MT  (+/- 180 meters Scaled)
 AJ0146
 AJ0146                          SUPERSEDED SURVEY CONTROL
 AJ0146
 AJ0146  NGVD 29 (??/??/92)   65.976  (m)          216.46   (f) ADJ UNCH    2 0
 AJ0146
 AJ0146.Superseded values are not recommended for survey control.
 AJ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0146.See file dsdata.txt to determine how the superseded data were derived.
 AJ0146
 AJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR800517(NAD 83)
 AJ0146_MARKER: DB = BENCH MARK DISK
 AJ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0146_STAMPING: M 622 1942
 AJ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0146+STABILITY: SURFACE MOTION
 AJ0146
 AJ0146  HISTORY     - Date     Condition        Report By
 AJ0146  HISTORY     - 1942     MONUMENTED       CGS
 AJ0146
 AJ0146                          STATION DESCRIPTION
 AJ0146
 AJ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0146'18.2 MI SW FROM ALICE.
 AJ0146'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0146'11.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0146'INTERSECTION OF TRACK ROAD LEADING WEST.  THENCE, GO 6.5 MILES
 AJ0146'WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AJ0146'IS AT PALITO BLANCO, ACROSS THE ROAD FROM A SERVICE STATION AND AT
 AJ0146'FENCE CORNER.  IT IS 21.0 FEET EAST OF A NORTH-SOUTH ROAD AND 24.0
 AJ0146'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.  IT IS 3.0 FEET NORTH
 AJ0146'OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET SOUTH OF FENCE.  THE
 AJ0146'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0147 ***********************************************************************
 AJ0147  DESIGNATION -  M 622 RESET 1948
 AJ0147  PID         -  AJ0147
 AJ0147  STATE/COUNTY-  TX/JIM WELLS
 AJ0147  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0147
 AJ0147                         *CURRENT SURVEY CONTROL
 AJ0147  ___________________________________________________________________
 AJ0147* NAD 83(1986)-  27 35 15.     (N)    098 11 19.     (W)     SCALED    
 AJ0147* NAVD 88     -        65.97   (meters)     216.4    (feet)  RESET     
 AJ0147  ___________________________________________________________________
 AJ0147  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AJ0147
 AJ0147  VERT ORDER  -  THIRD
 AJ0147
 AJ0147.The horizontal coordinates were scaled from a topographic map and have
 AJ0147.an estimated accuracy of +/- 6 seconds.
 AJ0147
 AJ0147.The orthometric height was computed from unverified reset data.
 AJ0147
 AJ0147.The geoid height was determined by GEOID03.
 AJ0147
 AJ0147;                    North         East    Units  Estimated Accuracy
 AJ0147;SPC TX S     - 5,212,850.      330,740.      MT  (+/- 180 meters Scaled)
 AJ0147
 AJ0147                          SUPERSEDED SURVEY CONTROL
 AJ0147
 AJ0147.No superseded survey control is available for this station.
 AJ0147
 AJ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR800517(NAD 83)
 AJ0147_MARKER: DB = BENCH MARK DISK
 AJ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0147_STAMPING: M 622 RESET 1948
 AJ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0147+STABILITY: SURFACE MOTION
 AJ0147
 AJ0147  HISTORY     - Date     Condition        Report By
 AJ0147  HISTORY     - 1948     MONUMENTED       TXHD
 AJ0147  HISTORY     - 1962     GOOD             NGS
 AJ0147  HISTORY     - 1962     GOOD             USGS
 AJ0147
 AJ0147                          STATION DESCRIPTION
 AJ0147
 AJ0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AJ0147'3.8 MI S FROM BEN BOLT.
 AJ0147'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM BEN BOLT,
 AJ0147'THENCE 6.5 MILES WEST ALONG FARM-TO-MARKET HIGHWAY 735, AT THE
 AJ0147'INTERSECTION OF A COUNTY ROAD LEADING TO MAZATLAN, OPPOSITE THE P.
 AJ0147'VALADEZ GENERAL STORE, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AJ0147'3 FEET EAST OF A NORTH-AND-SOUTH FENCE, 2 FEET NORTH OF AN
 AJ0147'EAST-AND-WEST FENCE, AND NEAR A WHITE WOODEN WITNESS POST.
 AJ0147
 AJ0147                          STATION RECOVERY (1962)
 AJ0147
 AJ0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0346 ***********************************************************************
 AJ0346  DESIGNATION -  M 623
 AJ0346  PID         -  AJ0346
 AJ0346  STATE/COUNTY-  TX/DUVAL
 AJ0346  USGS QUAD   -  CONCEPCION (1968)
 AJ0346
 AJ0346                         *CURRENT SURVEY CONTROL
 AJ0346  ___________________________________________________________________
 AJ0346* NAD 83(1986)-  27 23 17.     (N)    098 19 05.     (W)     SCALED    
 AJ0346* NAVD 88     -        83.256  (meters)     273.15   (feet)  ADJUSTED  
 AJ0346  ___________________________________________________________________
 AJ0346  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AJ0346  DYNAMIC HT  -          83.125 (meters)     272.72  (feet)  COMP
 AJ0346  MODELED GRAV-     979,070.2   (mgal)                       NAVD 88
 AJ0346
 AJ0346  VERT ORDER  -  SECOND    CLASS 0
 AJ0346
 AJ0346.The horizontal coordinates were scaled from a topographic map and have
 AJ0346.an estimated accuracy of +/- 6 seconds.
 AJ0346
 AJ0346.The orthometric height was determined by differential leveling
 AJ0346.and adjusted by the National Geodetic Survey in June 1991..
 AJ0346
 AJ0346.The geoid height was determined by GEOID03.
 AJ0346
 AJ0346.The dynamic height is computed by dividing the NAVD 88
 AJ0346.geopotential number by the normal gravity value computed on the
 AJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0346.degrees latitude (g = 980.6199 gals.).
 AJ0346
 AJ0346.The modeled gravity was interpolated from observed gravity values.
 AJ0346
 AJ0346;                    North         East    Units  Estimated Accuracy
 AJ0346;SPC TX S     - 5,190,730.      318,000.      MT  (+/- 180 meters Scaled)
 AJ0346
 AJ0346                          SUPERSEDED SURVEY CONTROL
 AJ0346
 AJ0346  NGVD 29 (??/??/92)   83.351  (m)          273.46   (f) ADJ UNCH    2 0
 AJ0346
 AJ0346.Superseded values are not recommended for survey control.
 AJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0346.See file dsdata.txt to determine how the superseded data were derived.
 AJ0346
 AJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR674296(NAD 83)
 AJ0346_MARKER: DB = BENCH MARK DISK
 AJ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0346_STAMPING: M 623 1942
 AJ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0346+STABILITY: SURFACE MOTION
 AJ0346
 AJ0346  HISTORY     - Date     Condition        Report By
 AJ0346  HISTORY     - 1942     MONUMENTED       CGS
 AJ0346  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0346
 AJ0346                          STATION DESCRIPTION
 AJ0346
 AJ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0346'3.0 MI E FROM CONCEPCION.
 AJ0346'TO REACH FROM THE POST OFFICE AT CONCEPCION-- PROCEED 3.0 MILES
 AJ0346'EASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AJ0346'IS 24.0 FEET SOUTH OF THE CENTERLINE OF INTERSECTION OF LANE LEADING
 AJ0346'NORTH TO FARM HOUSE WITH TRACK ROAD, 3.0 FEET WEST OF A 4X4-INCH
 AJ0346'WOODEN MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS
 AJ0346'0.3 FOOT.
 AJ0346
 AJ0346                          STATION RECOVERY (1968)
 AJ0346
 AJ0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0177 ***********************************************************************
 AJ0177  DESIGNATION -  M 624
 AJ0177  PID         -  AJ0177
 AJ0177  STATE/COUNTY-  TX/JIM WELLS
 AJ0177  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0177
 AJ0177                         *CURRENT SURVEY CONTROL
 AJ0177  ___________________________________________________________________
 AJ0177* NAD 83(1986)-  27 41 52.     (N)    098 11 33.     (W)     SCALED    
 AJ0177* NAVD 88     -        81.650  (meters)     267.88   (feet)  ADJUSTED  
 AJ0177  ___________________________________________________________________
 AJ0177  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AJ0177  DYNAMIC HT  -          81.523 (meters)     267.46  (feet)  COMP
 AJ0177  MODELED GRAV-     979,091.2   (mgal)                       NAVD 88
 AJ0177
 AJ0177  VERT ORDER  -  SECOND    CLASS 0
 AJ0177
 AJ0177.The horizontal coordinates were scaled from a topographic map and have
 AJ0177.an estimated accuracy of +/- 6 seconds.
 AJ0177
 AJ0177.The orthometric height was determined by differential leveling
 AJ0177.and adjusted by the National Geodetic Survey in June 1991..
 AJ0177
 AJ0177.The geoid height was determined by GEOID03.
 AJ0177
 AJ0177.The dynamic height is computed by dividing the NAVD 88
 AJ0177.geopotential number by the normal gravity value computed on the
 AJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0177.degrees latitude (g = 980.6199 gals.).
 AJ0177
 AJ0177.The modeled gravity was interpolated from observed gravity values.
 AJ0177
 AJ0177;                    North         East    Units  Estimated Accuracy
 AJ0177;SPC TX S     - 5,225,070.      330,330.      MT  (+/- 180 meters Scaled)
 AJ0177
 AJ0177                          SUPERSEDED SURVEY CONTROL
 AJ0177
 AJ0177  NGVD 29 (??/??/92)   81.738  (m)          268.17   (f) ADJ UNCH    2 0
 AJ0177
 AJ0177.Superseded values are not recommended for survey control.
 AJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0177.See file dsdata.txt to determine how the superseded data were derived.
 AJ0177
 AJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR796639(NAD 83)
 AJ0177_MARKER: DB = BENCH MARK DISK
 AJ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0177_STAMPING: M 624 1942
 AJ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0177+STABILITY: SURFACE MOTION
 AJ0177
 AJ0177  HISTORY     - Date     Condition        Report By
 AJ0177  HISTORY     - 1942     MONUMENTED       CGS
 AJ0177  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0177
 AJ0177                          STATION DESCRIPTION
 AJ0177
 AJ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0177'9.1 MI SE FROM SAN DIEGO.
 AJ0177'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0177'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO THE INTERSECTION OF ROAD
 AJ0177'LEADING SOUTH.  THENCE, GO 2.6 MILES SOUTHERLY ALONG ROAD TO
 AJ0177'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 3.8 MILES EAST TO THE
 AJ0177'INTERSECTION OF ROAD LEADING SOUTH.  THENCE, GO 1.2 MILES SOUTHERLY
 AJ0177'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2
 AJ0177'MILE NORTH OF INTERSECTION OF LANE LEADING TO FARM HOUSE, 20.0 FEET
 AJ0177'WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS
 AJ0177'3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT EAST OF
 AJ0177'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AJ0177
 AJ0177                          STATION RECOVERY (1963)
 AJ0177
 AJ0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0426 ***********************************************************************
 AJ0426  DESIGNATION -  M 625
 AJ0426  PID         -  AJ0426
 AJ0426  STATE/COUNTY-  TX/BROOKS
 AJ0426  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ0426
 AJ0426                         *CURRENT SURVEY CONTROL
 AJ0426  ___________________________________________________________________
 AJ0426* NAD 83(1986)-  27 09 02.     (N)    098 22 28.     (W)     SCALED    
 AJ0426* NAVD 88     -        98.883  (meters)     324.42   (feet)  ADJUSTED  
 AJ0426  ___________________________________________________________________
 AJ0426  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AJ0426  DYNAMIC HT  -          98.725 (meters)     323.90  (feet)  COMP
 AJ0426  MODELED GRAV-     979,051.9   (mgal)                       NAVD 88
 AJ0426
 AJ0426  VERT ORDER  -  SECOND    CLASS 0
 AJ0426
 AJ0426.The horizontal coordinates were scaled from a topographic map and have
 AJ0426.an estimated accuracy of +/- 6 seconds.
 AJ0426
 AJ0426.The orthometric height was determined by differential leveling
 AJ0426.and adjusted by the National Geodetic Survey in June 1991..
 AJ0426
 AJ0426.The geoid height was determined by GEOID03.
 AJ0426
 AJ0426.The dynamic height is computed by dividing the NAVD 88
 AJ0426.geopotential number by the normal gravity value computed on the
 AJ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0426.degrees latitude (g = 980.6199 gals.).
 AJ0426
 AJ0426.The modeled gravity was interpolated from observed gravity values.
 AJ0426
 AJ0426;                    North         East    Units  Estimated Accuracy
 AJ0426;SPC TX S     - 5,164,410.      312,440.      MT  (+/- 180 meters Scaled)
 AJ0426
 AJ0426                          SUPERSEDED SURVEY CONTROL
 AJ0426
 AJ0426  NGVD 29 (??/??/92)   98.956  (m)          324.66   (f) ADJ UNCH    2 0
 AJ0426
 AJ0426.Superseded values are not recommended for survey control.
 AJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0426.See file dsdata.txt to determine how the superseded data were derived.
 AJ0426
 AJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR619032(NAD 83)
 AJ0426_MARKER: DB = BENCH MARK DISK
 AJ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0426_STAMPING: M 625 1942
 AJ0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0426+STABILITY: SURFACE MOTION
 AJ0426
 AJ0426  HISTORY     - Date     Condition        Report By
 AJ0426  HISTORY     - 1942     MONUMENTED       CGS
 AJ0426  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0426
 AJ0426                          STATION DESCRIPTION
 AJ0426
 AJ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0426'20.0 MI SW FROM FALFURRIAS.
 AJ0426'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILE
 AJ0426'SOUTH ALONG STATE HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AJ0426'WEST.  THENCE, GO 2.6 MILES SOUTHWESTERLY ALONG ROAD TO INTERSECTION
 AJ0426'OF ROAD LEADING WEST.  THENCE, GO 15.2 MILES WESTERLY ALONG ROAD TO
 AJ0426'INTERSECTION OF ROAD LEADING SOUTH.  THENCE, GO 1.8 MILES SOUTHERLY
 AJ0426'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.4
 AJ0426'MILE NORTH OF A CATTLE GUARD ACROSS THE ROAD, 30.0 FEET WEST OF AND
 AJ0426'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0
 AJ0426'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT EAST OF
 AJ0426'FENCE, THE MONUMENT PROJECTS 0.4 FOOT.
 AJ0426
 AJ0426                          STATION RECOVERY (1968)
 AJ0426
 AJ0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0512 ***********************************************************************
 AJ0512  DESIGNATION -  M 626
 AJ0512  PID         -  AJ0512
 AJ0512  STATE/COUNTY-  TX/JIM HOGG
 AJ0512  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0512
 AJ0512                         *CURRENT SURVEY CONTROL
 AJ0512  ___________________________________________________________________
 AJ0512* NAD 83(1986)-  27 11 18.     (N)    098 37 08.     (W)     SCALED    
 AJ0512* NAVD 88     -       141.229  (meters)     463.35   (feet)  ADJUSTED  
 AJ0512  ___________________________________________________________________
 AJ0512  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AJ0512  DYNAMIC HT  -         141.003 (meters)     462.61  (feet)  COMP
 AJ0512  MODELED GRAV-     979,042.3   (mgal)                       NAVD 88
 AJ0512
 AJ0512  VERT ORDER  -  SECOND    CLASS 0
 AJ0512
 AJ0512.The horizontal coordinates were scaled from a topographic map and have
 AJ0512.an estimated accuracy of +/- 6 seconds.
 AJ0512
 AJ0512.The orthometric height was determined by differential leveling
 AJ0512.and adjusted by the National Geodetic Survey in June 1991..
 AJ0512
 AJ0512.The geoid height was determined by GEOID03.
 AJ0512
 AJ0512.The dynamic height is computed by dividing the NAVD 88
 AJ0512.geopotential number by the normal gravity value computed on the
 AJ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0512.degrees latitude (g = 980.6199 gals.).
 AJ0512
 AJ0512.The modeled gravity was interpolated from observed gravity values.
 AJ0512
 AJ0512;                    North         East    Units  Estimated Accuracy
 AJ0512;SPC TX S     - 5,168,590.      288,220.      MT  (+/- 180 meters Scaled)
 AJ0512
 AJ0512                          SUPERSEDED SURVEY CONTROL
 AJ0512
 AJ0512  NGVD 29 (??/??/92)  141.269  (m)          463.48   (f) ADJ UNCH    2 0
 AJ0512
 AJ0512.Superseded values are not recommended for survey control.
 AJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0512.See file dsdata.txt to determine how the superseded data were derived.
 AJ0512
 AJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR377073(NAD 83)
 AJ0512_MARKER: DB = BENCH MARK DISK
 AJ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0512_STAMPING: M 626 1942
 AJ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0512+STABILITY: SURFACE MOTION
 AJ0512
 AJ0512  HISTORY     - Date     Condition        Report By
 AJ0512  HISTORY     - 1942     MONUMENTED       CGS
 AJ0512  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0512
 AJ0512                          STATION DESCRIPTION
 AJ0512
 AJ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0512'9.7 MI SE FROM HEBBRONVILLE.
 AJ0512'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0512'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTA VISTA TO
 AJ0512'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 0.5 MILE EASTERLY ALONG
 AJ0512'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE WEST
 AJ0512'OF A CATTLE GUARD ACROSS THE ROAD, 16.0 FEET SOUTH OF AND ABOUT 1.0
 AJ0512'FOOT ABOVE THE CENTERLINE OF THE ROAD AND 2.0 FEET EAST OF A 4X4-INCH
 AJ0512'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 AJ0512
 AJ0512                          STATION RECOVERY (1972)
 AJ0512
 AJ0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0397 ***********************************************************************
 AJ0397  DESIGNATION -  M 627
 AJ0397  PID         -  AJ0397
 AJ0397  STATE/COUNTY-  TX/BROOKS
 AJ0397  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0397
 AJ0397                         *CURRENT SURVEY CONTROL
 AJ0397  ___________________________________________________________________
 AJ0397* NAD 83(1986)-  27 12 49.     (N)    098 24 13.     (W)     SCALED    
 AJ0397* NAVD 88     -       108.142  (meters)     354.80   (feet)  ADJUSTED  
 AJ0397  ___________________________________________________________________
 AJ0397  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AJ0397  DYNAMIC HT  -         107.970 (meters)     354.23  (feet)  COMP
 AJ0397  MODELED GRAV-     979,055.4   (mgal)                       NAVD 88
 AJ0397
 AJ0397  VERT ORDER  -  SECOND    CLASS 0
 AJ0397
 AJ0397.The horizontal coordinates were scaled from a topographic map and have
 AJ0397.an estimated accuracy of +/- 6 seconds.
 AJ0397
 AJ0397.The orthometric height was determined by differential leveling
 AJ0397.and adjusted by the National Geodetic Survey in June 1991..
 AJ0397
 AJ0397.The geoid height was determined by GEOID03.
 AJ0397
 AJ0397.The dynamic height is computed by dividing the NAVD 88
 AJ0397.geopotential number by the normal gravity value computed on the
 AJ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0397.degrees latitude (g = 980.6199 gals.).
 AJ0397
 AJ0397.The modeled gravity was interpolated from observed gravity values.
 AJ0397
 AJ0397;                    North         East    Units  Estimated Accuracy
 AJ0397;SPC TX S     - 5,171,390.      309,550.      MT  (+/- 180 meters Scaled)
 AJ0397
 AJ0397                          SUPERSEDED SURVEY CONTROL
 AJ0397
 AJ0397  NGVD 29 (??/??/92)  108.223  (m)          355.06   (f) ADJ UNCH    2 0
 AJ0397
 AJ0397.Superseded values are not recommended for survey control.
 AJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0397.See file dsdata.txt to determine how the superseded data were derived.
 AJ0397
 AJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR590102(NAD 83)
 AJ0397_MARKER: DB = BENCH MARK DISK
 AJ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0397_STAMPING: M 627 1942
 AJ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0397+STABILITY: SURFACE MOTION
 AJ0397
 AJ0397  HISTORY     - Date     Condition        Report By
 AJ0397  HISTORY     - 1942     MONUMENTED       CGS
 AJ0397  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0397
 AJ0397                          STATION DESCRIPTION
 AJ0397
 AJ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0397'19.6 MI SW FROM FALFURRIAS.
 AJ0397'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 15.6
 AJ0397'MILES WESTERLY ALONG STATE HIGHWAY NO. 285 TO THE INTERSECTION OF ROAD
 AJ0397'LEADING SOUTH TO SEJITA.  THENCE, GO 4.0 MILES SOUTHERLY ALONG THE
 AJ0397'TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.4
 AJ0397'MILE NORTH OF THE PALOS RANCH HOUSE, AT THE INTERSECTION OF A SIDE
 AJ0397'ROAD LEADING NORTH, 12.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 AJ0397'THE CENTERLINE OF THE ROAD.  IT IS 6.0 FEET NORTH OF A TELEPHONE POLE
 AJ0397'AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT
 AJ0397'PROJECTS 0.4 FOOT.
 AJ0397
 AJ0397                          STATION RECOVERY (1968)
 AJ0397
 AJ0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0122 ***********************************************************************
 AE0122  DESIGNATION -  M 628
 AE0122  PID         -  AE0122
 AE0122  STATE/COUNTY-  TX/BROOKS
 AE0122  USGS QUAD   -  TACUBAYA (1993)
 AE0122
 AE0122                         *CURRENT SURVEY CONTROL
 AE0122  ___________________________________________________________________
 AE0122* NAD 83(1986)-  26 55 32.     (N)    098 21 03.     (W)     SCALED    
 AE0122* NAVD 88     -        74.061  (meters)     242.98   (feet)  ADJUSTED  
 AE0122  ___________________________________________________________________
 AE0122  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AE0122  DYNAMIC HT  -          73.941 (meters)     242.59  (feet)  COMP
 AE0122  MODELED GRAV-     979,027.8   (mgal)                       NAVD 88
 AE0122
 AE0122  VERT ORDER  -  SECOND    CLASS 0
 AE0122
 AE0122.The horizontal coordinates were scaled from a topographic map and have
 AE0122.an estimated accuracy of +/- 6 seconds.
 AE0122
 AE0122.The orthometric height was determined by differential leveling
 AE0122.and adjusted by the National Geodetic Survey in June 1991..
 AE0122
 AE0122.The geoid height was determined by GEOID03.
 AE0122
 AE0122.The dynamic height is computed by dividing the NAVD 88
 AE0122.geopotential number by the normal gravity value computed on the
 AE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0122.degrees latitude (g = 980.6199 gals.).
 AE0122
 AE0122.The modeled gravity was interpolated from observed gravity values.
 AE0122
 AE0122;                    North         East    Units  Estimated Accuracy
 AE0122;SPC TX S     - 5,139,480.      314,810.      MT  (+/- 180 meters Scaled)
 AE0122
 AE0122                          SUPERSEDED SURVEY CONTROL
 AE0122
 AE0122  NGVD 29 (??/??/92)   74.122  (m)          243.18   (f) ADJ UNCH    2 0
 AE0122
 AE0122.Superseded values are not recommended for survey control.
 AE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0122.See file dsdata.txt to determine how the superseded data were derived.
 AE0122
 AE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ644783(NAD 83)
 AE0122_MARKER: DB = BENCH MARK DISK
 AE0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0122_STAMPING: M 628 1942
 AE0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0122+STABILITY: SURFACE MOTION
 AE0122
 AE0122  HISTORY     - Date     Condition        Report By
 AE0122  HISTORY     - 1942     MONUMENTED       CGS
 AE0122
 AE0122                          STATION DESCRIPTION
 AE0122
 AE0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0122'15.0 MI W FROM RACHAL.
 AE0122'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0122'PROCEED 15.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0122'MARK.  BENCH MARK IS ABOUT 1.0 MILE WEST OF GATE IN FENCE ACROSS THE
 AE0122'ROAD, 9.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AE0122'OF THE ROAD, 2.0 FEET WEST OF A 4X4 INCH WOODEN MARKER POST AND 1.0
 AE0122'FOOT SOUTH OF FENCE.  MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0107 ***********************************************************************
 AE0107  DESIGNATION -  M 629
 AE0107  PID         -  AE0107
 AE0107  STATE/COUNTY-  TX/BROOKS
 AE0107  USGS QUAD   -  SANTA ELENA SE (1993)
 AE0107
 AE0107                         *CURRENT SURVEY CONTROL
 AE0107  ___________________________________________________________________
 AE0107* NAD 83(1986)-  26 51 40.     (N)    098 18 21.     (W)     SCALED    
 AE0107* NAVD 88     -        75.573  (meters)     247.94   (feet)  ADJUSTED  
 AE0107  ___________________________________________________________________
 AE0107  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AE0107  DYNAMIC HT  -          75.450 (meters)     247.54  (feet)  COMP
 AE0107  MODELED GRAV-     979,031.0   (mgal)                       NAVD 88
 AE0107
 AE0107  VERT ORDER  -  SECOND    CLASS 0
 AE0107
 AE0107.The horizontal coordinates were scaled from a topographic map and have
 AE0107.an estimated accuracy of +/- 6 seconds.
 AE0107
 AE0107.The orthometric height was determined by differential leveling
 AE0107.and adjusted by the National Geodetic Survey in June 1991..
 AE0107
 AE0107.The geoid height was determined by GEOID03.
 AE0107
 AE0107.The dynamic height is computed by dividing the NAVD 88
 AE0107.geopotential number by the normal gravity value computed on the
 AE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0107.degrees latitude (g = 980.6199 gals.).
 AE0107
 AE0107.The modeled gravity was interpolated from observed gravity values.
 AE0107
 AE0107;                    North         East    Units  Estimated Accuracy
 AE0107;SPC TX S     - 5,132,350.      319,290.      MT  (+/- 180 meters Scaled)
 AE0107
 AE0107                          SUPERSEDED SURVEY CONTROL
 AE0107
 AE0107  NGVD 29 (??/??/92)   75.638  (m)          248.16   (f) ADJ UNCH    2 0
 AE0107
 AE0107.Superseded values are not recommended for survey control.
 AE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0107.See file dsdata.txt to determine how the superseded data were derived.
 AE0107
 AE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ689712(NAD 83)
 AE0107_MARKER: DB = BENCH MARK DISK
 AE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0107_STAMPING: M 629 1942
 AE0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0107+STABILITY: SURFACE MOTION
 AE0107
 AE0107  HISTORY     - Date     Condition        Report By
 AE0107  HISTORY     - 1942     MONUMENTED       CGS
 AE0107
 AE0107                          STATION DESCRIPTION
 AE0107
 AE0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0107'14.9 MI NE FROM SANTA ELENA.
 AE0107'TO REACH FROM THE SITE OF POST OFFICE AT SANTA ELENA-- PROCEED 2.5
 AE0107'MILES NORTHERLY ALONG ROAD TOWARDS ALTAVISTA TO THE INTERSECTION OF
 AE0107'ROAD LEADING EAST.  THENCE, GO 12.4 MILES EASTERLY ALONG ROAD TO THE
 AE0107'SITE OF THE BENCH MARK.  BENCH MARK IS AT THE NORTH FENCE LINE OF THE
 AE0107'MCGILL BROS. RANCH, 28.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AE0107'THE CENTERLINE OF THE ROAD AT IRON GATE.  IT IS 2.0 FEET NORTH OF
 AE0107'FENCE CORNER AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. THE
 AE0107'MONUMENT PROJECTS 0.3 FOOT.  NOTE-- BENCH MARK IS 15.5 MILES WEST FROM
 AE0107'THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0913 ***********************************************************************
 AB0913  DESIGNATION -  M 63
 AB0913  PID         -  AB0913
 AB0913  STATE/COUNTY-  TX/CAMERON
 AB0913  USGS QUAD   -  SANTA MARIA (1970)
 AB0913
 AB0913                         *CURRENT SURVEY CONTROL
 AB0913  ___________________________________________________________________
 AB0913* NAD 83(1986)-  26 04 29.     (N)    097 50 23.     (W)     SCALED    
 AB0913* NAVD 88     -        19.576  (meters)      64.23   (feet)  ADJUSTED  
 AB0913  ___________________________________________________________________
 AB0913  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AB0913  DYNAMIC HT  -          19.544 (meters)      64.12  (feet)  COMP
 AB0913  MODELED GRAV-     979,014.5   (mgal)                       NAVD 88
 AB0913
 AB0913  VERT ORDER  -  SECOND    CLASS 0
 AB0913
 AB0913.The horizontal coordinates were scaled from a topographic map and have
 AB0913.an estimated accuracy of +/- 6 seconds.
 AB0913
 AB0913.The orthometric height was determined by differential leveling
 AB0913.and adjusted by the National Geodetic Survey in June 1991..
 AB0913
 AB0913.The geoid height was determined by GEOID03.
 AB0913
 AB0913.The dynamic height is computed by dividing the NAVD 88
 AB0913.geopotential number by the normal gravity value computed on the
 AB0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0913.degrees latitude (g = 980.6199 gals.).
 AB0913
 AB0913.The modeled gravity was interpolated from observed gravity values.
 AB0913
 AB0913;                    North         East    Units  Estimated Accuracy
 AB0913;SPC TX S     - 5,045,380.      366,070.      MT  (+/- 180 meters Scaled)
 AB0913
 AB0913                          SUPERSEDED SURVEY CONTROL
 AB0913
 AB0913  NGVD 29 (??/??/92)   19.684  (m)           64.58   (f) ADJ UNCH    2 0
 AB0913
 AB0913.Superseded values are not recommended for survey control.
 AB0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0913.See file dsdata.txt to determine how the superseded data were derived.
 AB0913
 AB0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP160844(NAD 83)
 AB0913_MARKER: DD = SURVEY DISK
 AB0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0913_SP_SET: CULVERT
 AB0913_STAMPING: M 63 66.20
 AB0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0913
 AB0913  HISTORY     - Date     Condition        Report By
 AB0913  HISTORY     - UNK      MONUMENTED
 AB0913  HISTORY     - 1956     MARK NOT FOUND   NGS
 AB0913
 AB0913                          STATION DESCRIPTION
 AB0913
 AB0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AB0913'1.1 MI W FROM BLUETOWN.
 AB0913'1.1 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF DUKES
 AB0913'HIGHWAY AT BLUETOWN, CAMERON COUNTY, 0.4 MILE EAST OF THE PUBLIC
 AB0913'SCHOOL AT SANTA MARIA, 0.1 MILE WEST OF AN OLD BRICK CHURCH, 32.3 FEET
 AB0913'SOUTH OF A 14-INCH LIVE OAK TREE, AT A CONCRETE-BOX CULVERT UNDER THE
 AB0913'HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL, 25.5 FEET
 AB0913'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN
 AB0913'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0568 ***********************************************************************
 DO0568  DESIGNATION -  M 63
 DO0568  PID         -  DO0568
 DO0568  STATE/COUNTY-  TX/FOARD
 DO0568  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0568
 DO0568                         *CURRENT SURVEY CONTROL
 DO0568  ___________________________________________________________________
 DO0568* NAD 83(1986)-  33 50 22.     (N)    099 47 17.     (W)     SCALED    
 DO0568* NAVD 88     -       423.929  (meters)    1390.84   (feet)  ADJUSTED  
 DO0568  ___________________________________________________________________
 DO0568  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0568  DYNAMIC HT  -         423.436 (meters)    1389.22  (feet)  COMP
 DO0568  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 DO0568
 DO0568  VERT ORDER  -  FIRST     CLASS II
 DO0568
 DO0568.The horizontal coordinates were scaled from a topographic map and have
 DO0568.an estimated accuracy of +/- 6 seconds.
 DO0568
 DO0568.The orthometric height was determined by differential leveling
 DO0568.and adjusted by the National Geodetic Survey in June 1991..
 DO0568
 DO0568.The geoid height was determined by GEOID03.
 DO0568
 DO0568.The dynamic height is computed by dividing the NAVD 88
 DO0568.geopotential number by the normal gravity value computed on the
 DO0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0568.degrees latitude (g = 980.6199 gals.).
 DO0568
 DO0568.The modeled gravity was interpolated from observed gravity values.
 DO0568
 DO0568;                    North         East    Units  Estimated Accuracy
 DO0568;SPC TXNC     - 2,241,680.      480,790.      MT  (+/- 180 meters Scaled)
 DO0568
 DO0568                          SUPERSEDED SURVEY CONTROL
 DO0568
 DO0568  NGVD 29 (??/??/92)  423.784  (m)         1390.36   (f) ADJ UNCH    1 2
 DO0568
 DO0568.Superseded values are not recommended for survey control.
 DO0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0568.See file dsdata.txt to determine how the superseded data were derived.
 DO0568
 DO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC270446(NAD 83)
 DO0568_MARKER: DD = SURVEY DISK
 DO0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0568_SP_SET: ABUTMENT
 DO0568_STAMPING: 1390.365 M 63 1925
 DO0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0568
 DO0568  HISTORY     - Date     Condition        Report By
 DO0568  HISTORY     - 1925     MONUMENTED       USGS
 DO0568  HISTORY     - 1958     GOOD             NGS
 DO0568
 DO0568                          STATION DESCRIPTION
 DO0568
 DO0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0568'3.2 MI S FROM FOARD CITY.
 DO0568'3.2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM FOARD
 DO0568'CITY, FOARD COUNTY, AT MILEAGE 532.1, AT A CONCRETE BRIDGE, AND IN THE
 DO0568'TOP OF THE EAST SHOULDER OF THE NORTH ABUTMENT.  A U.S. GEOLOGICAL
 DO0568'SURVEY STANDARD DISK, STAMPED 1390.365 M 63 1925.  NOTE-- IT IS AT THE
 DO0568'NORTHEAST CORNER OF A ROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0062 ***********************************************************************
 AE0062  DESIGNATION -  M 630 RESET
 AE0062  PID         -  AE0062
 AE0062  STATE/COUNTY-  TX/HIDALGO
 AE0062  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0062
 AE0062                         *CURRENT SURVEY CONTROL
 AE0062  ___________________________________________________________________
 AE0062* NAD 83(1986)-  26 36 51.     (N)    098 16 44.     (W)     SCALED    
 AE0062* NAVD 88     -        47.66   (meters)     156.4    (feet)  RESET     
 AE0062  ___________________________________________________________________
 AE0062  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AE0062
 AE0062  VERT ORDER  -  THIRD
 AE0062
 AE0062.The horizontal coordinates were scaled from a topographic map and have
 AE0062.an estimated accuracy of +/- 6 seconds.
 AE0062
 AE0062.The orthometric height was computed from unverified reset data.
 AE0062
 AE0062.The geoid height was determined by GEOID03.
 AE0062
 AE0062;                    North         East    Units  Estimated Accuracy
 AE0062;SPC TX S     - 5,105,000.      322,020.      MT  (+/- 180 meters Scaled)
 AE0062
 AE0062                          SUPERSEDED SURVEY CONTROL
 AE0062
 AE0062.No superseded survey control is available for this station.
 AE0062
 AE0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ717439(NAD 83)
 AE0062_MARKER: DD = SURVEY DISK
 AE0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0062_STAMPING: M 630 RESET 1951
 AE0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0062+STABILITY: SURFACE MOTION
 AE0062
 AE0062  HISTORY     - Date     Condition        Report By
 AE0062  HISTORY     - 1951     MONUMENTED       TXHD
 AE0062  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0062
 AE0062                          STATION DESCRIPTION
 AE0062
 AE0062'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0062'9.6 MI W FROM LINN.
 AE0062'9.6 MILES WEST ALONG FARM ROAD 1017 FROM THE S PACIFIC R.R. STATION AT
 AE0062'LINN 1.3 MILES WEST OF A CURVE IN THE ROAD.  38 FEET NORTH OF THE
 AE0062'CENTERLINE OF THE ROAD.  JUST OUTSIDE THE FENCE LINE.  A STANDARD DISK
 AE0062'SET IN A CONCRETE POST 0.7 FOOT SQUARE EXTENDING 0.5 FOOT ABOVE
 AE0062'GROUND.  THERE IS A WITNESS POST 3.8 EAST OF THE MARK.  MARK WAS RESET
 AE0062'BY THE TEXAS HIGHWAY DEPARTMENT.
 AE0062
 AE0062                          STATION RECOVERY (1992)
 AE0062
 AE0062'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0391 ***********************************************************************
 AX0391  DESIGNATION -  M 631
 AX0391  PID         -  AX0391
 AX0391  STATE/COUNTY-  TX/WHARTON
 AX0391  USGS QUAD   -  LANE CITY (1980)
 AX0391
 AX0391                         *CURRENT SURVEY CONTROL
 AX0391  ___________________________________________________________________
 AX0391* NAD 83(1986)-  29 13 26.     (N)    096 01 55.     (W)     SCALED    
 AX0391* NAVD 88     -        27.37   (+/-2cm)      89.8    (feet)  VERTCON   
 AX0391  ___________________________________________________________________
 AX0391  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0391
 AX0391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0391
 AX0391.The horizontal coordinates were scaled from a topographic map and have
 AX0391.an estimated accuracy of +/- 6 seconds.
 AX0391
 AX0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0391.The vertical order pertains to the NGVD 29 superseded value.
 AX0391
 AX0391.The geoid height was determined by GEOID03.
 AX0391
 AX0391;                    North         East    Units  Estimated Accuracy
 AX0391;SPC TXSC     - 4,157,770.      888,510.      MT  (+/- 180 meters Scaled)
 AX0391
 AX0391                          SUPERSEDED SURVEY CONTROL
 AX0391
 AX0391  NGVD 29 (??/??/92)   27.374  (m)           89.81   (f) ADJ UNCH    2 0
 AX0391
 AX0391.Superseded values are not recommended for survey control.
 AX0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0391.See file dsdata.txt to determine how the superseded data were derived.
 AX0391
 AX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT885364(NAD 83)
 AX0391_MARKER: DB = BENCH MARK DISK
 AX0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0391_SP_SET: CULVERT
 AX0391_STAMPING: M 631 1942
 AX0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0391
 AX0391  HISTORY     - Date     Condition        Report By
 AX0391  HISTORY     - 1942     MONUMENTED       CGS
 AX0391
 AX0391                          STATION DESCRIPTION
 AX0391
 AX0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AX0391'0.9 MI N FROM LANE CITY.
 AX0391'TO REACH FROM THE POWERLINE SUBSTATION AT LANE CITY-- PROCEED 0.9 MILE
 AX0391'NORTHERLY ALONG STATE HIGHWAY NO. 60 TO THE SITE OF THE BENCH MARK.
 AX0391'BENCH MARK IS ABOUT 0.2 MILE NORTHWEST OF MILE POLE NO. 51, AT THE
 AX0391'INTERSECTION OF ROAD LEADING WEST FROM RAILROAD AND 62.0 FEET WEST OF
 AX0391'THE CENTERLINE OF THE STANTA FE TRACK.  IT IS 39.0 FEET EAST OF THE
 AX0391'CENTERLINE OF THE HIGHWAY, 12.0 FEET NORTH OF THE CENTERLINE OF THE
 AX0391'SIDE ROAD AND SET HORIZONTALLY IN THE TOP OF THE NORTH HEADWALL OF A
 AX0391'3X3-FOOT CONCRETE BOX CULVERT UNDER THE SIDE ROAD.  A STANDARD DISK,
 AX0391'STAMPED M 631 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0913 ***********************************************************************
 AH0913  DESIGNATION -  M 632
 AH0913  PID         -  AH0913
 AH0913  STATE/COUNTY-  TX/KLEBERG
 AH0913  USGS QUAD   -  LAURELES RANCH (1975)
 AH0913
 AH0913                         *CURRENT SURVEY CONTROL
 AH0913  ___________________________________________________________________
 AH0913* NAD 83(1986)-  27 32 19.     (N)    097 31 13.     (W)     SCALED    
 AH0913* NAVD 88     -         7.546  (meters)      24.76   (feet)  ADJUSTED  
 AH0913  ___________________________________________________________________
 AH0913  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH0913  DYNAMIC HT  -           7.534 (meters)      24.72  (feet)  COMP
 AH0913  MODELED GRAV-     979,115.3   (mgal)                       NAVD 88
 AH0913
 AH0913  VERT ORDER  -  SECOND    CLASS 0
 AH0913
 AH0913.The horizontal coordinates were scaled from a topographic map and have
 AH0913.an estimated accuracy of +/- 6 seconds.
 AH0913
 AH0913.The orthometric height was determined by differential leveling
 AH0913.and adjusted by the National Geodetic Survey in June 1991..
 AH0913
 AH0913.The geoid height was determined by GEOID03.
 AH0913
 AH0913.The dynamic height is computed by dividing the NAVD 88
 AH0913.geopotential number by the normal gravity value computed on the
 AH0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0913.degrees latitude (g = 980.6199 gals.).
 AH0913
 AH0913.The modeled gravity was interpolated from observed gravity values.
 AH0913
 AH0913;                    North         East    Units  Estimated Accuracy
 AH0913;SPC TX S     - 5,207,770.      396,770.      MT  (+/- 180 meters Scaled)
 AH0913
 AH0913                          SUPERSEDED SURVEY CONTROL
 AH0913
 AH0913  NGVD 29 (??/??/92)    7.682  (m)           25.20   (f) ADJ UNCH    2 0
 AH0913
 AH0913.Superseded values are not recommended for survey control.
 AH0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0913.See file dsdata.txt to determine how the superseded data were derived.
 AH0913
 AH0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR461469(NAD 83)
 AH0913_MARKER: DB = BENCH MARK DISK
 AH0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0913_SP_SET: CULVERT
 AH0913_STAMPING: M 632 1942
 AH0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0913
 AH0913  HISTORY     - Date     Condition        Report By
 AH0913  HISTORY     - 1942     MONUMENTED       CGS
 AH0913  HISTORY     - 1949     GOOD             NGS
 AH0913  HISTORY     - 1951     GOOD             NGS
 AH0913
 AH0913                          STATION DESCRIPTION
 AH0913
 AH0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0913'0.6 MI W FROM LAURELES RANCH.
 AH0913'LOCATED ON THE KING RANCH, 0.6 MI. W. OF LAURELES RANCH HEADQUARTERS.
 AH0913'TO REACH FROM LAURELES RANCH, PROCEED 0.6 MI. WSW ALONG PAVED ROAD TO
 AH0913'CULVERT AND VICINITY OF MARK.  BENCH MARK IS 16 FT. NNW OF CENTERLINE
 AH0913'OF PAVED ROAD.  MARK IS A STANDARD DISK STAMPED M 632 1942, SET IN A
 AH0913'DRILL HOLE IN SW END OF NW HEADWALL OF DOUBLE CONCRETE PIPE CULVERT
 AH0913'UNDER THE ROAD.
 AH0913
 AH0913                          STATION RECOVERY (1951)
 AH0913
 AH0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0453 ***********************************************************************
 AH0453  DESIGNATION -  M 633
 AH0453  PID         -  AH0453
 AH0453  STATE/COUNTY-  TX/KLEBERG
 AH0453  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH0453
 AH0453                         *CURRENT SURVEY CONTROL
 AH0453  ___________________________________________________________________
 AH0453* NAD 83(1986)-  27 27 24.     (N)    097 21 50.     (W)     SCALED    
 AH0453* NAVD 88     -         1.459  (meters)       4.79   (feet)  ADJUSTED  
 AH0453  ___________________________________________________________________
 AH0453  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH0453  DYNAMIC HT  -           1.456 (meters)       4.78  (feet)  COMP
 AH0453  MODELED GRAV-     979,117.4   (mgal)                       NAVD 88
 AH0453
 AH0453  VERT ORDER  -  SECOND    CLASS 0
 AH0453
 AH0453.The horizontal coordinates were scaled from a topographic map and have
 AH0453.an estimated accuracy of +/- 6 seconds.
 AH0453
 AH0453.The orthometric height was determined by differential leveling
 AH0453.and adjusted by the National Geodetic Survey in June 1991..
 AH0453
 AH0453.The geoid height was determined by GEOID03.
 AH0453
 AH0453.The dynamic height is computed by dividing the NAVD 88
 AH0453.geopotential number by the normal gravity value computed on the
 AH0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0453.degrees latitude (g = 980.6199 gals.).
 AH0453
 AH0453.The modeled gravity was interpolated from observed gravity values.
 AH0453
 AH0453;                    North         East    Units  Estimated Accuracy
 AH0453;SPC TX S     - 5,198,830.      412,300.      MT  (+/- 180 meters Scaled)
 AH0453
 AH0453                          SUPERSEDED SURVEY CONTROL
 AH0453
 AH0453  NGVD 29 (??/??/92)    1.603  (m)            5.26   (f) ADJ UNCH    2 0
 AH0453
 AH0453.Superseded values are not recommended for survey control.
 AH0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0453.See file dsdata.txt to determine how the superseded data were derived.
 AH0453
 AH0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR616380(NAD 83)
 AH0453_MARKER: DB = BENCH MARK DISK
 AH0453_SETTING: 0 = UNSPECIFIED SETTING
 AH0453_STAMPING: M 633 1942
 AH0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0453
 AH0453  HISTORY     - Date     Condition        Report By
 AH0453  HISTORY     - 1942     MONUMENTED       CGS
 AH0453  HISTORY     - 1949     GOOD             NGS
 AH0453
 AH0453                          STATION DESCRIPTION
 AH0453
 AH0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0453'30.5 MI SE FROM CORPUS CHRISTI.
 AH0453'TO REACH FROM THE INTERSECTION OF CHAPMAN RANCH ROAD (TEX. HWY 286)
 AH0453'AND LEXINGTON BLVD. (TEX. HWY. 358) GO SE 9.8 MILES ON LEXINGTON BLVD.
 AH0453'TO LAGUNA MADRE CAUSEWAY, CONTINUE STRAIGHT AHEAD 0.2 MILE ON CAUSEWAY
 AH0453'TO PAVED ROAD LEADING S TO KING RANCH, TURN SOUTH ON PAVED ROAD AND GO
 AH0453'13.2 MILES TO ENTRANCE TO FORMER FLYING FIELD NO. 42, TURN E AND S ON
 AH0453'DIRT ROAD AND GO 3.1 MILES TO GATE ACROSS ROAD AND SITE OF BENCH MARK.
 AH0453'BENCH MARK IS 33 FT. W OF CENTER OF GATE, 3 FT. E OF A 4X4 INCH
 AH0453'WOODEN WITNESS POST AND 1.0 FT. N OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0896 ***********************************************************************
 AH0896  DESIGNATION -  M 636
 AH0896  PID         -  AH0896
 AH0896  STATE/COUNTY-  TX/KLEBERG
 AH0896  USGS QUAD   -  CONCORDIA (1975)
 AH0896
 AH0896                         *CURRENT SURVEY CONTROL
 AH0896  ___________________________________________________________________
 AH0896* NAD 83(1986)-  27 31 50.     (N)    097 40 05.     (W)     SCALED    
 AH0896* NAVD 88     -        10.690  (meters)      35.07   (feet)  ADJUSTED  
 AH0896  ___________________________________________________________________
 AH0896  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AH0896  DYNAMIC HT  -          10.674 (meters)      35.02  (feet)  COMP
 AH0896  MODELED GRAV-     979,108.4   (mgal)                       NAVD 88
 AH0896
 AH0896  VERT ORDER  -  SECOND    CLASS 0
 AH0896
 AH0896.The horizontal coordinates were scaled from a topographic map and have
 AH0896.an estimated accuracy of +/- 6 seconds.
 AH0896
 AH0896.The orthometric height was determined by differential leveling
 AH0896.and adjusted by the National Geodetic Survey in June 1991..
 AH0896
 AH0896.The geoid height was determined by GEOID03.
 AH0896
 AH0896.The dynamic height is computed by dividing the NAVD 88
 AH0896.geopotential number by the normal gravity value computed on the
 AH0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0896.degrees latitude (g = 980.6199 gals.).
 AH0896
 AH0896.The modeled gravity was interpolated from observed gravity values.
 AH0896
 AH0896;                    North         East    Units  Estimated Accuracy
 AH0896;SPC TX S     - 5,206,780.      382,180.      MT  (+/- 180 meters Scaled)
 AH0896
 AH0896                          SUPERSEDED SURVEY CONTROL
 AH0896
 AH0896  NGVD 29 (??/??/92)   10.813  (m)           35.48   (f) ADJ UNCH    2 0
 AH0896
 AH0896.Superseded values are not recommended for survey control.
 AH0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0896.See file dsdata.txt to determine how the superseded data were derived.
 AH0896
 AH0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR315459(NAD 83)
 AH0896_MARKER: DB = BENCH MARK DISK
 AH0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0896_STAMPING: M 636 1942
 AH0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0896+STABILITY: SURFACE MOTION
 AH0896
 AH0896  HISTORY     - Date     Condition        Report By
 AH0896  HISTORY     - 1942     MONUMENTED       CGS
 AH0896  HISTORY     - 1949     GOOD             NGS
 AH0896  HISTORY     - 1969     POOR             USGS
 AH0896
 AH0896                          STATION DESCRIPTION
 AH0896
 AH0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0896'12.8 MI E FROM KINGSVILLE.
 AH0896'LOCATED ON KING RANCH, 12.8 MILES E OF KINGSVILLE.  FROM JUNCTION OF
 AH0896'US HWY 77 AND ANGLE ROAD 0.4 MILE E OF COUNTY HOSPITAL IN KINGSVILLE,
 AH0896'GO 1.9 MILES DUE E TO T ROAD INTERSECTION, THEN WIND 1.6 MILES NE
 AH0896'ALONG PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED GATE
 AH0896'ENTERING KING RANCH AT SAN FERNANDO CREEK, AND CONTINUE 81.6 MILES E
 AH0896'ALONG PAVED ROAD TO BUMP-GATE AND BENCH MARK.  45 FT. N OF THE CENTER
 AH0896'OF THE GATE, 77 FT. N OF USGS PRIM TRAV STA NO 29Y 1923 TEXAS A6, 1
 AH0896'FT. E OF FENCE, AND 3 FT. N OF WITNESS POST.  STANDARD DISK STAMPED M
 AH0896'636 1942 SET IN TOP OF A 6X6 INCH CONCRETE MONUMENT PROJECTING ONE
 AH0896'FOOT ABOVE GROUND.
 AH0896
 AH0896                          STATION RECOVERY (1969)
 AH0896
 AH0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0896'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0622 ***********************************************************************
 AH0622  DESIGNATION -  M 637
 AH0622  PID         -  AH0622
 AH0622  STATE/COUNTY-  TX/KENEDY
 AH0622  USGS QUAD   -  LA PARRA RANCH NE (1975)
 AH0622
 AH0622                         *CURRENT SURVEY CONTROL
 AH0622  ___________________________________________________________________
 AH0622* NAD 83(1986)-  27 14 31.     (N)    097 36 46.     (W)     SCALED    
 AH0622* NAVD 88     -         2.557  (meters)       8.39   (feet)  ADJUSTED  
 AH0622  ___________________________________________________________________
 AH0622  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AH0622  DYNAMIC HT  -           2.553 (meters)       8.38  (feet)  COMP
 AH0622  MODELED GRAV-     979,103.6   (mgal)                       NAVD 88
 AH0622
 AH0622  VERT ORDER  -  SECOND    CLASS 0
 AH0622
 AH0622.The horizontal coordinates were scaled from a topographic map and have
 AH0622.an estimated accuracy of +/- 6 seconds.
 AH0622
 AH0622.The orthometric height was determined by differential leveling
 AH0622.and adjusted by the National Geodetic Survey in June 1991..
 AH0622
 AH0622.The geoid height was determined by GEOID03.
 AH0622
 AH0622.The dynamic height is computed by dividing the NAVD 88
 AH0622.geopotential number by the normal gravity value computed on the
 AH0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0622.degrees latitude (g = 980.6199 gals.).
 AH0622
 AH0622.The modeled gravity was interpolated from observed gravity values.
 AH0622
 AH0622;                    North         East    Units  Estimated Accuracy
 AH0622;SPC TX S     - 5,174,840.      387,860.      MT  (+/- 180 meters Scaled)
 AH0622
 AH0622                          SUPERSEDED SURVEY CONTROL
 AH0622
 AH0622  NGVD 29 (??/??/92)    2.645  (m)            8.68   (f) ADJ UNCH    2 0
 AH0622
 AH0622.Superseded values are not recommended for survey control.
 AH0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0622.See file dsdata.txt to determine how the superseded data were derived.
 AH0622
 AH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR373139(NAD 83)
 AH0622_MARKER: DB = BENCH MARK DISK
 AH0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0622_STAMPING: M 637 1942
 AH0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0622+STABILITY: SURFACE MOTION
 AH0622
 AH0622  HISTORY     - Date     Condition        Report By
 AH0622  HISTORY     - 1942     MONUMENTED       CGS
 AH0622  HISTORY     - 1949     GOOD             NGS
 AH0622
 AH0622                          STATION DESCRIPTION
 AH0622
 AH0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0622'10.5 MI NE FROM SARITA.
 AH0622'LOCATED ON KENEDY RANCH, 10.5 MILES NE OF SARITA.  TO REACH FROM THE
 AH0622'POST OFFICE IN SARITA, GO E ALONG DIRT ROAD 5.8 MILES TO Y JUST W OF
 AH0622'RANCH HOUSE, THEN 0.8 MILE ALONG LEFT FORK TO Y, THEN TAKE RIGHT FORK
 AH0622'AND FOLLOW GRADED ROAD NE 4.1 MILES TO BAFFIN BAY, THEN SE ALONG BAY
 AH0622'SHORE TRAIL 2.4 MILES TO BENCH MARK.  BENCH MARK IS ON THE TOP OF A
 AH0622'LOW RIDGE, 150 FT. S OF MHWL, 90 FT. S OF THE TRACK ROAD, 58 FT. SE OF
 AH0622'A LONE MESQUITE TREE, AND 3 FT. N OF A WITNESS POST.  A STANDARD DISK
 AH0622'STAMPED M 637 1942 SET IN TOP OF A 6 INCH SQUARE CONCRETE MONUMENT AND
 AH0622'PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0630 ***********************************************************************
 AH0630  DESIGNATION -  M 638
 AH0630  PID         -  AH0630
 AH0630  STATE/COUNTY-  TX/KENEDY
 AH0630  USGS QUAD   -  LA PARRA RANCH SW (1975)
 AH0630
 AH0630                         *CURRENT SURVEY CONTROL
 AH0630  ___________________________________________________________________
 AH0630* NAD 83(1986)-  27 00 06.     (N)    097 40 09.     (W)     SCALED    
 AH0630* NAVD 88     -         8.232  (meters)      27.01   (feet)  ADJUSTED  
 AH0630  ___________________________________________________________________
 AH0630  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AH0630  DYNAMIC HT  -           8.219 (meters)      26.97  (feet)  COMP
 AH0630  MODELED GRAV-     979,087.5   (mgal)                       NAVD 88
 AH0630
 AH0630  VERT ORDER  -  SECOND    CLASS 0
 AH0630
 AH0630.The horizontal coordinates were scaled from a topographic map and have
 AH0630.an estimated accuracy of +/- 6 seconds.
 AH0630
 AH0630.The orthometric height was determined by differential leveling
 AH0630.and adjusted by the National Geodetic Survey in June 1991..
 AH0630
 AH0630.The geoid height was determined by GEOID03.
 AH0630
 AH0630.The dynamic height is computed by dividing the NAVD 88
 AH0630.geopotential number by the normal gravity value computed on the
 AH0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0630.degrees latitude (g = 980.6199 gals.).
 AH0630
 AH0630.The modeled gravity was interpolated from observed gravity values.
 AH0630
 AH0630;                    North         East    Units  Estimated Accuracy
 AH0630;SPC TX S     - 5,148,180.      382,450.      MT  (+/- 180 meters Scaled)
 AH0630
 AH0630                          SUPERSEDED SURVEY CONTROL
 AH0630
 AH0630  NGVD 29 (??/??/92)    8.300  (m)           27.23   (f) ADJ UNCH    2 0
 AH0630
 AH0630.Superseded values are not recommended for survey control.
 AH0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0630.See file dsdata.txt to determine how the superseded data were derived.
 AH0630
 AH0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ320873(NAD 83)
 AH0630_MARKER: DB = BENCH MARK DISK
 AH0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0630_STAMPING: M-638 1942
 AH0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0630+STABILITY: SURFACE MOTION
 AH0630
 AH0630  HISTORY     - Date     Condition        Report By
 AH0630  HISTORY     - 1942     MONUMENTED       CGS
 AH0630
 AH0630                          STATION DESCRIPTION
 AH0630
 AH0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0630'14.6 MI SE FROM TURCOTTE.
 AH0630'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AH0630'PROCEED 0.2 MILES ALONG STATE HIGHWAY NO. 96 TO GRADED CROSSROAD AND
 AH0630'TURN EAST INTO GRADED ROAD AND GO 10.5 MILES TO THE SAN PEDRO
 AH0630'RANCHPASS THE WEST SIDE OF THE BUILDINGS AND CONTINUE NORTH 1.9 MILES,
 AH0630'TO A FENCE GATE.  CONTINUE ALONG FENCE 1.4 MILES THEN TURN NORTH ALONG
 AH0630'NORTH-SOUTH FENCE AND GO 0.6 MILES TO SITE OF BENCH MARK. BENCH MARK
 AH0630'IS 1.6 MILES SOUTH OF THE MORANA RANCH BUILDINGS, 15.0 FEET WEST OF
 AH0630'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. 3.0 FEET
 AH0630'SOUTH OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1076 ***********************************************************************
 AW1076  DESIGNATION -  M 639
 AW1076  PID         -  AW1076
 AW1076  STATE/COUNTY-  TX/GALVESTON
 AW1076  USGS QUAD   -  DICKINSON (1997)
 AW1076
 AW1076                         *CURRENT SURVEY CONTROL
 AW1076  ___________________________________________________________________
 AW1076* NAD 83(1986)-  29 29 51.     (N)    095 04 48.     (W)     SCALED    
 AW1076* NAVD 88     -         6.442  (meters)      21.14   (feet)  ADJUSTED  
 AW1076  ___________________________________________________________________
 AW1076  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW1076  DYNAMIC HT  -           6.433 (meters)      21.11  (feet)  COMP
 AW1076  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 AW1076  OBS GRAVITY -     979,272.4   (mgal)                       GRAV_OBS
 AW1076
 AW1076  VERT ORDER  -  FIRST     CLASS II
 AW1076
 AW1076.The horizontal coordinates were scaled from a topographic map and have
 AW1076.an estimated accuracy of +/- 6 seconds.
 AW1076
 AW1076.The orthometric height was determined by differential leveling
 AW1076.and adjusted by the National Geodetic Survey in March 1997..
 AW1076
 AW1076.The geoid height was determined by GEOID03.
 AW1076
 AW1076.The dynamic height is computed by dividing the NAVD 88
 AW1076.geopotential number by the normal gravity value computed on the
 AW1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1076.degrees latitude (g = 980.6199 gals.).
 AW1076
 AW1076.The modeled gravity was interpolated from observed gravity values.
 AW1076.The observed gravity was obtained from relative gravimeter ties
 AW1076.to the IGSN71 gravity network.
 AW1076
 AW1076;                    North         East    Units  Estimated Accuracy
 AW1076;SPC TXSC     - 4,190,800.      980,000.      MT  (+/- 180 meters Scaled)
 AW1076
 AW1076                          SUPERSEDED SURVEY CONTROL
 AW1076
 AW1076  NAVD 88 (06/15/91)    6.473  (m)           21.24   (f) UNKNOWN     1 1
 AW1076  NGVD 29 (12/23/87)    6.470  (m)           21.23   (f) ADJUSTED    1 1
 AW1076
 AW1076.Superseded values are not recommended for survey control.
 AW1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1076.See file dsdata.txt to determine how the superseded data were derived.
 AW1076
 AW1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN983649(NAD 83)
 AW1076_MARKER: DB = BENCH MARK DISK
 AW1076_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1076_SP_SET: BRIDGE ABUTMENT
 AW1076_STAMPING: M 639 1942
 AW1076_MARK LOGO: CGS   
 AW1076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1076+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW1076
 AW1076  HISTORY     - Date     Condition        Report By
 AW1076  HISTORY     - 1942     MONUMENTED       CGS
 AW1076  HISTORY     - 1973     GOOD             NGS
 AW1076  HISTORY     - 1976     GOOD             NGS
 AW1076  HISTORY     - 1976     GOOD             NGS
 AW1076  HISTORY     - 1978     GOOD             NGS
 AW1076  HISTORY     - 1983     GOOD             NGS
 AW1076  HISTORY     - 1987     GOOD             USPSQD
 AW1076  HISTORY     - 1987     GOOD             NGS
 AW1076  HISTORY     - 1989     GOOD             USPSQD
 AW1076  HISTORY     - 1989     GOOD             USPSQD
 AW1076  HISTORY     - 1989     GOOD             USPSQD
 AW1076  HISTORY     - 1989     GOOD             USPSQD
 AW1076  HISTORY     - 1990     GOOD             USPSQD
 AW1076  HISTORY     - 1990     GOOD             USPSQD
 AW1076  HISTORY     - 19950527 GOOD             USPSQD
 AW1076  HISTORY     - 19961203 GOOD             NGS
 AW1076  HISTORY     - 20030531 GOOD             USPSQD
 AW1076  HISTORY     - 20040628 GOOD             USPSQD
 AW1076  HISTORY     - 20050629 GOOD             USPSQD
 AW1076
 AW1076                          STATION DESCRIPTION
 AW1076
 AW1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1076'1.1 MI SE FROM LEAGUE CITY.
 AW1076'1.1 MILES SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1076'RAILROAD FROM THE CROSSING OF FARM ROAD 518 AT LEAGUE CITY, 0.2 MILE
 AW1076'NORTHWEST OF SHELL SIDING SIGN, IN THE TOP AND 0.7 FOOT SOUTHWEST OF
 AW1076'THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE 25.4,
 AW1076'21.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 49 1/2
 AW1076'FEET SOUTHWEST OF THE CENTER LINE OF DICKINSON AVENUE, ABOUT 16 1/2
 AW1076'POLES SOUTHEAST OF MILEPOLE 25, AND ABOUT LEVEL WITH THE TRACK.
 AW1076
 AW1076                          STATION RECOVERY (1976)
 AW1076
 AW1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1976)
 AW1076
 AW1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1978)
 AW1076
 AW1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1983)
 AW1076
 AW1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1987)
 AW1076
 AW1076'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1987)
 AW1076
 AW1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1989)
 AW1076
 AW1076'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1989)
 AW1076
 AW1076'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1989)
 AW1076
 AW1076'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1989)
 AW1076
 AW1076'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1990)
 AW1076
 AW1076'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1990)
 AW1076
 AW1076'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1995)
 AW1076
 AW1076'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (1996)
 AW1076
 AW1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1076'IN LEAGUE CITY, 95.0 M (311.7 FT) WEST OF THE WEST CORNER OF THE
 AW1076'OFFICE BUILDING FOR THE LEAGUE CITY PUBLIC WORKS AND VEHICLE
 AW1076'MAINTENANCE CENTER AT 1535 DICKINSON AVENUE, IN TOP OF AND 2.2 M (7.2
 AW1076'FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT
 AW1076'OF A BURLINGTON NORTHERN RAILROAD BRIDGE SPANNING A DITCH, 15.0 M
 AW1076'(49.2 FT) SOUTHWEST OF THE AVENUE CENTER, 10.5 M (34.4 FT) NORTHWEST
 AW1076'OF THE CENTER OF THE NORTH ENTRANCE TO THE PUBLIC WORKS COMPLEX, 1.9 M
 AW1076'(6.2 FT) NORTHEAST OF THE NEAR RAIL, AND 0.9 M (3.0 FT) ABOVE THE
 AW1076'LEVEL OF THE AVENUE.
 AW1076
 AW1076                          STATION RECOVERY (2003)
 AW1076
 AW1076'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (2004)
 AW1076
 AW1076'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1076'RECOVERED IN GOOD CONDITION.
 AW1076
 AW1076                          STATION RECOVERY (2005)
 AW1076
 AW1076'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1076'GP IS GOOD. GO TO N29 29 51.3  W095 04 48.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0914 ***********************************************************************
 AB0914  DESIGNATION -  M 64
 AB0914  PID         -  AB0914
 AB0914  STATE/COUNTY-  TX/CAMERON
 AB0914  USGS QUAD   -  SANTA MARIA (1970)
 AB0914
 AB0914                         *CURRENT SURVEY CONTROL
 AB0914  ___________________________________________________________________
 AB0914* NAD 83(1986)-  26 04 34.     (N)    097 50 30.     (W)     SCALED    
 AB0914* NAVD 88     -        20.170  (meters)      66.17   (feet)  ADJUSTED  
 AB0914  ___________________________________________________________________
 AB0914  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AB0914  DYNAMIC HT  -          20.137 (meters)      66.07  (feet)  COMP
 AB0914  MODELED GRAV-     979,014.5   (mgal)                       NAVD 88
 AB0914
 AB0914  VERT ORDER  -  SECOND    CLASS 0
 AB0914
 AB0914.The horizontal coordinates were scaled from a topographic map and have
 AB0914.an estimated accuracy of +/- 6 seconds.
 AB0914
 AB0914.The orthometric height was determined by differential leveling
 AB0914.and adjusted by the National Geodetic Survey in June 1991..
 AB0914
 AB0914.The geoid height was determined by GEOID03.
 AB0914
 AB0914.The dynamic height is computed by dividing the NAVD 88
 AB0914.geopotential number by the normal gravity value computed on the
 AB0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0914.degrees latitude (g = 980.6199 gals.).
 AB0914
 AB0914.The modeled gravity was interpolated from observed gravity values.
 AB0914
 AB0914;                    North         East    Units  Estimated Accuracy
 AB0914;SPC TX S     - 5,045,540.      365,870.      MT  (+/- 180 meters Scaled)
 AB0914
 AB0914                          SUPERSEDED SURVEY CONTROL
 AB0914
 AB0914  NGVD 29 (??/??/92)   20.277  (m)           66.53   (f) ADJ UNCH    2 0
 AB0914
 AB0914.Superseded values are not recommended for survey control.
 AB0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0914.See file dsdata.txt to determine how the superseded data were derived.
 AB0914
 AB0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP158846(NAD 83)
 AB0914_MARKER: DD = SURVEY DISK
 AB0914_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0914_SP_SET: CULVERT
 AB0914_STAMPING: M 64 66.39
 AB0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0914
 AB0914  HISTORY     - Date     Condition        Report By
 AB0914  HISTORY     - UNK      MONUMENTED
 AB0914  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0914
 AB0914                          STATION DESCRIPTION
 AB0914
 AB0914'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0914'1.2 MI W FROM BLUETOWN.
 AB0914'1.2 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF DUKES
 AB0914'HIGHWAY AT BLUETOWN, CAMERON COUNTY, 0.3 MILE EAST OF THE PUBLIC
 AB0914'SCHOOL AT SANTA MARIA, 0.2 MILE WEST OF AN OLD BRICK CHURCH, AT A
 AB0914'SMALL DIRT-ROAD INTERSECTION, 36.3 FEET SOUTH OF THE CENTERLINE OF THE
 AB0914'HIGHWAY, 12 FEET EAST OF THE CENTERLINE OF THE SMALL DIRT ROAD, AT A
 AB0914'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0914'THE SOUTH HEADWALL, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0573 ***********************************************************************
 DO0573  DESIGNATION -  M 64
 DO0573  PID         -  DO0573
 DO0573  STATE/COUNTY-  TX/FOARD
 DO0573  USGS QUAD   -  FOARD CITY (1968)
 DO0573
 DO0573                         *CURRENT SURVEY CONTROL
 DO0573  ___________________________________________________________________
 DO0573* NAD 83(1986)-  33 52 55.     (N)    099 47 41.     (W)     SCALED    
 DO0573* NAVD 88     -       455.630  (meters)    1494.85   (feet)  ADJUSTED  
 DO0573  ___________________________________________________________________
 DO0573  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0573  DYNAMIC HT  -         455.101 (meters)    1493.11  (feet)  COMP
 DO0573  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 DO0573
 DO0573  VERT ORDER  -  FIRST     CLASS II
 DO0573
 DO0573.The horizontal coordinates were scaled from a topographic map and have
 DO0573.an estimated accuracy of +/- 6 seconds.
 DO0573
 DO0573.The orthometric height was determined by differential leveling
 DO0573.and adjusted by the National Geodetic Survey in June 1991..
 DO0573
 DO0573.The geoid height was determined by GEOID03.
 DO0573
 DO0573.The dynamic height is computed by dividing the NAVD 88
 DO0573.geopotential number by the normal gravity value computed on the
 DO0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0573.degrees latitude (g = 980.6199 gals.).
 DO0573
 DO0573.The modeled gravity was interpolated from observed gravity values.
 DO0573
 DO0573;                    North         East    Units  Estimated Accuracy
 DO0573;SPC TXNC     - 2,246,400.      480,230.      MT  (+/- 180 meters Scaled)
 DO0573
 DO0573                          SUPERSEDED SURVEY CONTROL
 DO0573
 DO0573  NGVD 29 (??/??/92)  455.474  (m)         1494.33   (f) ADJ UNCH    1 2
 DO0573
 DO0573.Superseded values are not recommended for survey control.
 DO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0573.See file dsdata.txt to determine how the superseded data were derived.
 DO0573
 DO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC265493(NAD 83)
 DO0573_MARKER: DD = SURVEY DISK
 DO0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0573_SP_SET: BUILDING
 DO0573_STAMPING: 1494.334 M 64 1925
 DO0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0573
 DO0573  HISTORY     - Date     Condition        Report By
 DO0573  HISTORY     - 1925     MONUMENTED       USGS
 DO0573  HISTORY     - 1958     GOOD             NGS
 DO0573
 DO0573                          STATION DESCRIPTION
 DO0573
 DO0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0573'IN FOARD CITY.
 DO0573'AT FOARD CITY, FOARD COUNTY, IN THE EAST FRONT OF A BRICK BUILDING
 DO0573'OWNED BY J.C. COE, 1.7 FEET SOUTH OF THE NORTH EDGE, AND 1 FOOT HIGHER
 DO0573'THAN THE SIDEWALK.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 DO0573'1494.334 M 64 1925 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1284 ***********************************************************************
 AW1284  DESIGNATION -  M 640
 AW1284  PID         -  AW1284
 AW1284  STATE/COUNTY-  TX/HARRIS
 AW1284  USGS QUAD   -  LA PORTE (1982)
 AW1284
 AW1284                         *CURRENT SURVEY CONTROL
 AW1284  ___________________________________________________________________
 AW1284* NAD 83(1986)-  29 39 51.     (N)    095 06 49.     (W)     SCALED    
 AW1284* NAVD 88     -        10.01   (+/-2cm)      32.8    (feet)  VERTCON   
 AW1284  ___________________________________________________________________
 AW1284  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1284
 AW1284  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1284
 AW1284.The horizontal coordinates were scaled from a topographic map and have
 AW1284.an estimated accuracy of +/- 6 seconds.
 AW1284
 AW1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1284.The vertical order pertains to the NGVD 29 superseded value.
 AW1284
 AW1284.The geoid height was determined by GEOID03.
 AW1284
 AW1284;                    North         East    Units  Estimated Accuracy
 AW1284;SPC TXSC     - 4,209,160.      976,130.      MT  (+/- 180 meters Scaled)
 AW1284
 AW1284                          SUPERSEDED SURVEY CONTROL
 AW1284
 AW1284  NGVD 29 (??/??/92)   10.008  (m)           32.83   (f) ADJ UNCH    1 2
 AW1284
 AW1284.Superseded values are not recommended for survey control.
 AW1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1284.See file dsdata.txt to determine how the superseded data were derived.
 AW1284
 AW1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN954834(NAD 83)
 AW1284_MARKER: DB = BENCH MARK DISK
 AW1284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1284_SP_SET: CULVERT
 AW1284_STAMPING: M 640 1942
 AW1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1284
 AW1284  HISTORY     - Date     Condition        Report By
 AW1284  HISTORY     - 1942     MONUMENTED       CGS
 AW1284  HISTORY     - 1958     GOOD             NGS
 AW1284  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW1284  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1284  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1284  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1284  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1284  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1284  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1284  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1284  HISTORY     - 1988     GOOD             USPSQD
 AW1284  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1284  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1284  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1284  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1284  HISTORY     - 19910202 MARK NOT FOUND   USPSQD
 AW1284  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1284
 AW1284                          STATION DESCRIPTION
 AW1284
 AW1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1284'5.95 MI NW FROM LA PORTE.
 AW1284'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1284'ELEMENTARY SCHOOL AT LA PORTE, THENCE ABOUT 4.8 MILES WEST ALONG
 AW1284'SPENCER HIGHWAY, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN
 AW1284'THE TOP OF THE NORTH END OF A CONCRETE HEAD WALL OF A PIPE CULVERT
 AW1284'UNDER A DRIVEWAY, 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE
 AW1284'NO. 8121, 8 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, AND
 AW1284'ABOUT 6 INCHES ABOVE THE GROUND.  NOTE-- THIS CULVERT IS IN VERY POOR
 AW1284'CONDITION.
 AW1284
 AW1284                          STATION RECOVERY (1967)
 AW1284
 AW1284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1978)
 AW1284
 AW1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1284'NOT RECOVERED.
 AW1284
 AW1284                          STATION RECOVERY (1987)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1988)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1988)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1988)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1988)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1988)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1988)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1284'RECOVERED IN GOOD CONDITION.
 AW1284
 AW1284                          STATION RECOVERY (1988)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1989)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1989)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1989)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1991)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1284'MARK NOT FOUND.
 AW1284
 AW1284                          STATION RECOVERY (1994)
 AW1284
 AW1284'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0998 ***********************************************************************
 AE0998  DESIGNATION -  M 643
 AE0998  PID         -  AE0998
 AE0998  STATE/COUNTY-  TX/STARR
 AE0998  USGS QUAD   -  RINCON (1993)
 AE0998
 AE0998                         *CURRENT SURVEY CONTROL
 AE0998  ___________________________________________________________________
 AE0998* NAD 83(1986)-  26 33 24.     (N)    098 33 07.     (W)     SCALED    
 AE0998* NAVD 88     -       126.460  (meters)     414.89   (feet)  ADJUSTED  
 AE0998  ___________________________________________________________________
 AE0998  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AE0998  DYNAMIC HT  -         126.252 (meters)     414.21  (feet)  COMP
 AE0998  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 AE0998
 AE0998  VERT ORDER  -  SECOND    CLASS 0
 AE0998
 AE0998.The horizontal coordinates were scaled from a topographic map and have
 AE0998.an estimated accuracy of +/- 6 seconds.
 AE0998
 AE0998.The orthometric height was determined by differential leveling
 AE0998.and adjusted by the National Geodetic Survey in June 1991..
 AE0998
 AE0998.The geoid height was determined by GEOID03.
 AE0998
 AE0998.The dynamic height is computed by dividing the NAVD 88
 AE0998.geopotential number by the normal gravity value computed on the
 AE0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0998.degrees latitude (g = 980.6199 gals.).
 AE0998
 AE0998.The modeled gravity was interpolated from observed gravity values.
 AE0998
 AE0998;                    North         East    Units  Estimated Accuracy
 AE0998;SPC TX S     - 5,098,610.      294,830.      MT  (+/- 180 meters Scaled)
 AE0998
 AE0998                          SUPERSEDED SURVEY CONTROL
 AE0998
 AE0998  NGVD 29 (??/??/92)  126.524  (m)          415.10   (f) ADJ UNCH    2 0
 AE0998
 AE0998.Superseded values are not recommended for survey control.
 AE0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0998.See file dsdata.txt to determine how the superseded data were derived.
 AE0998
 AE0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ446374(NAD 83)
 AE0998_MARKER: DB = BENCH MARK DISK
 AE0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0998_STAMPING: M 643 1942
 AE0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0998+STABILITY: SURFACE MOTION
 AE0998
 AE0998  HISTORY     - Date     Condition        Report By
 AE0998  HISTORY     - 1942     MONUMENTED       CGS
 AE0998  HISTORY     - 1942     GOOD             NGS
 AE0998  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0998
 AE0998                          STATION DESCRIPTION
 AE0998
 AE0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0998'23.1 MI NE FROM RIO GRANDE CITY.
 AE0998'TO REACH FROM THE POST OFFICE AT RIO GRANDE CITY, PROCEED 16.4 MILES
 AE0998'NORTH ALONG THE HEBBRONVILLE ROAD TO THE INTERSECTION OF A DIRT ROAD
 AE0998'LEADING EAST, THENCE 6.7 MILES EAST ALONG DIRT ROAD TO SITE OF BENCH
 AE0998'MARK.  BENCH MARK IS 0.7 MILE WEST OF ROAD INTERSECTION.  IT IS 26.0
 AE0998'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AE0998'1.0 FOOT SOUTH OF A FENCE LINE.  MONUMENT IS 3.0 FEET WEST OF A 4X4
 AE0998'INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.4 FOOT.
 AE0998
 AE0998                          STATION RECOVERY (1972)
 AE0998
 AE0998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0698 ***********************************************************************
 AE0698  DESIGNATION -  M 644
 AE0698  PID         -  AE0698
 AE0698  STATE/COUNTY-  TX/STARR
 AE0698  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0698
 AE0698                         *CURRENT SURVEY CONTROL
 AE0698  ___________________________________________________________________
 AE0698* NAD 83(1986)-  26 19 26.     (N)    098 34 26.     (W)     SCALED    
 AE0698* NAVD 88     -        82.099  (meters)     269.35   (feet)  ADJUSTED  
 AE0698  ___________________________________________________________________
 AE0698  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE0698  DYNAMIC HT  -          81.963 (meters)     268.91  (feet)  COMP
 AE0698  MODELED GRAV-     978,990.0   (mgal)                       NAVD 88
 AE0698
 AE0698  VERT ORDER  -  SECOND    CLASS 0
 AE0698
 AE0698.The horizontal coordinates were scaled from a topographic map and have
 AE0698.an estimated accuracy of +/- 6 seconds.
 AE0698
 AE0698.The orthometric height was determined by differential leveling
 AE0698.and adjusted by the National Geodetic Survey in June 1991..
 AE0698
 AE0698.The geoid height was determined by GEOID03.
 AE0698
 AE0698.The dynamic height is computed by dividing the NAVD 88
 AE0698.geopotential number by the normal gravity value computed on the
 AE0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0698.degrees latitude (g = 980.6199 gals.).
 AE0698
 AE0698.The modeled gravity was interpolated from observed gravity values.
 AE0698
 AE0698;                    North         East    Units  Estimated Accuracy
 AE0698;SPC TX S     - 5,072,820.      292,620.      MT  (+/- 180 meters Scaled)
 AE0698
 AE0698                          SUPERSEDED SURVEY CONTROL
 AE0698
 AE0698  NGVD 29 (??/??/92)   82.180  (m)          269.62   (f) ADJ UNCH    2 0
 AE0698
 AE0698.Superseded values are not recommended for survey control.
 AE0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0698.See file dsdata.txt to determine how the superseded data were derived.
 AE0698
 AE0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ425116(NAD 83)
 AE0698_MARKER: DB = BENCH MARK DISK
 AE0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0698_STAMPING: M 644 1942
 AE0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0698+STABILITY: SURFACE MOTION
 AE0698
 AE0698  HISTORY     - Date     Condition        Report By
 AE0698  HISTORY     - 1942     MONUMENTED       CGS
 AE0698  HISTORY     - 20060319 MARK NOT FOUND   USPSQD
 AE0698
 AE0698                          STATION DESCRIPTION
 AE0698
 AE0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0698'4.2 MI NW FROM SULLIVAN CITY.
 AE0698'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0698'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0698'NORTH.  THENCE, GO 2.9 MILES NORTHERLY ALONG DIRT ROAD TO THE SITE OF
 AE0698'THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF INTERSECTION OF
 AE0698'LANE LEADING EAST OF FARM HOUSE, 27.0 FEET EAST OF AND ABOUT 1.0 FOOT
 AE0698'ABOVE THE CENTERLINE OF THE ROAD.  IT IS 2.0 FEET SOUTH OF A FENCE
 AE0698'CORNER AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE
 AE0698'MONUMENT PROJECTS 0.6 FOOT.
 AE0698
 AE0698                          STATION RECOVERY (2006)
 AE0698
 AE0698'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEP)
 AE0698'NOT FOUND, HWY 83 HAS BEEN WIDENED TO A 4-LANE DIVIDED HIGHWAY. DIRT
 AE0698'ROAD HAS BEEN WIDENED.  3 FT OF DIRT PILED ALONG EAST SIDE OF DIRT
 AE0698'ROAD, DIRT PILES LOCATED BETWEEN EDGE OF ROAD AND FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0561 ***********************************************************************
 AE0561  DESIGNATION -  M 645
 AE0561  PID         -  AE0561
 AE0561  STATE/COUNTY-  TX/HIDALGO
 AE0561  USGS QUAD   -  MC COOK (1963)
 AE0561
 AE0561                         *CURRENT SURVEY CONTROL
 AE0561  ___________________________________________________________________
 AE0561* NAD 83(1986)-  26 25 50.     (N)    098 23 00.     (W)     SCALED    
 AE0561* NAVD 88     -        85.849  (meters)     281.66   (feet)  ADJUSTED  
 AE0561  ___________________________________________________________________
 AE0561  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0561  DYNAMIC HT  -          85.708 (meters)     281.19  (feet)  COMP
 AE0561  MODELED GRAV-     979,005.3   (mgal)                       NAVD 88
 AE0561
 AE0561  VERT ORDER  -  SECOND    CLASS 0
 AE0561
 AE0561.The horizontal coordinates were scaled from a topographic map and have
 AE0561.an estimated accuracy of +/- 6 seconds.
 AE0561
 AE0561.The orthometric height was determined by differential leveling
 AE0561.and adjusted by the National Geodetic Survey in June 1991..
 AE0561
 AE0561.The geoid height was determined by GEOID03.
 AE0561
 AE0561.The dynamic height is computed by dividing the NAVD 88
 AE0561.geopotential number by the normal gravity value computed on the
 AE0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0561.degrees latitude (g = 980.6199 gals.).
 AE0561
 AE0561.The modeled gravity was interpolated from observed gravity values.
 AE0561
 AE0561;                    North         East    Units  Estimated Accuracy
 AE0561;SPC TX S     - 5,084,640.      311,640.      MT  (+/- 180 meters Scaled)
 AE0561
 AE0561                          SUPERSEDED SURVEY CONTROL
 AE0561
 AE0561  NGVD 29 (??/??/92)   85.939  (m)          281.95   (f) ADJ UNCH    2 0
 AE0561
 AE0561.Superseded values are not recommended for survey control.
 AE0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0561.See file dsdata.txt to determine how the superseded data were derived.
 AE0561
 AE0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ614235(NAD 83)
 AE0561_MARKER: DB = BENCH MARK DISK
 AE0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0561_STAMPING: M 645 1942
 AE0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0561+STABILITY: SURFACE MOTION
 AE0561
 AE0561  HISTORY     - Date     Condition        Report By
 AE0561  HISTORY     - 1942     MONUMENTED       CGS
 AE0561  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0561
 AE0561                          STATION DESCRIPTION
 AE0561
 AE0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0561'4.6 MI SE FROM MCCOOK.
 AE0561'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK PROCEED 3.6 MILES SOUTHERLY
 AE0561'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 1.0
 AE0561'MILE EAST ALONG ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 21.0 FEET
 AE0561'NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 21.0
 AE0561'FEET EAST OF FENCE CORNER, 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AE0561'POST AND 2.0 FEET NORTH OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0561
 AE0561                          STATION RECOVERY (1962)
 AE0561
 AE0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2514 ***********************************************************************
 AW2514  DESIGNATION -  M 648 RESET 1953
 AW2514  PID         -  AW2514
 AW2514  STATE/COUNTY-  TX/CHAMBERS
 AW2514  USGS QUAD   -  WHITES RANCH (1993)
 AW2514
 AW2514                         *CURRENT SURVEY CONTROL
 AW2514  ___________________________________________________________________
 AW2514* NAD 83(1986)-  29 43 24.     (N)    094 22 30.     (W)     SCALED    
 AW2514* NAVD 88     -         4.94   (+/-2cm)      16.2    (feet)  VERTCON   
 AW2514  ___________________________________________________________________
 AW2514  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2514
 AW2514  VERT ORDER  -  THIRD (See Below)
 AW2514
 AW2514.The horizontal coordinates were scaled from a topographic map and have
 AW2514.an estimated accuracy of +/- 6 seconds.
 AW2514
 AW2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2514.The vertical order pertains to the NGVD 29 superseded value.
 AW2514
 AW2514.The geoid height was determined by GEOID03.
 AW2514
 AW2514;                    North         East    Units  Estimated Accuracy
 AW2514;SPC TXSC     - 4,218,310.    1,047,310.      MT  (+/- 180 meters Scaled)
 AW2514
 AW2514                          SUPERSEDED SURVEY CONTROL
 AW2514
 AW2514  NGVD 29 (??/??/??)    4.94   (m)           16.2    (f) RESET       3  
 AW2514
 AW2514.Superseded values are not recommended for survey control.
 AW2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2514.See file dsdata.txt to determine how the superseded data were derived.
 AW2514
 AW2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN670889(NAD 83)
 AW2514_MARKER: DB = BENCH MARK DISK
 AW2514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2514_SP_SET: CULVERT
 AW2514_STAMPING: M 648 1942 RESET 1953
 AW2514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2514+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AW2514
 AW2514  HISTORY     - Date     Condition        Report By
 AW2514  HISTORY     - 1953     MONUMENTED       CGS
 AW2514  HISTORY     - 1958     GOOD             NGS
 AW2514  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2514  HISTORY     - 19950810 GOOD             USPSQD
 AW2514  HISTORY     - 19961125 GOOD             USPSQD
 AW2514  HISTORY     - 20010331 GOOD             NGS
 AW2514  HISTORY     - 20031022 GOOD             USPSQD
 AW2514  HISTORY     - 20050311 GOOD             USPSQD
 AW2514
 AW2514                          STATION DESCRIPTION
 AW2514
 AW2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2514'4.9 MI S FROM STOWELL.
 AW2514'ABOUT 4.9 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2514'STOWELL, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 AW2514'THE SOUTH END OF THE EAST HEAD WALL OF THE CONCRETE CULVERT OVER
 AW2514'DAVERS CANAL, ABOUT 0.2 MILE NORTH OF FONTENOTS RICE DRYER AND
 AW2514'ELEVATOR, 1 1/2 POLES NORTH OF THE GULF, COLORADO AND SANTA FE
 AW2514'RAILROAD MILEPOST 45, 54 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET
 AW2514'ABOVE THE LEVEL OF THE HIGHWAY.
 AW2514
 AW2514                          STATION RECOVERY (1987)
 AW2514
 AW2514'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAC)
 AW2514'MARK NOT FOUND.
 AW2514
 AW2514                          STATION RECOVERY (1995)
 AW2514
 AW2514'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2514'RECOVERED IN GOOD CONDITION.
 AW2514
 AW2514                          STATION RECOVERY (1996)
 AW2514
 AW2514'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2514'RECOVERED IN GOOD CONDITION.
 AW2514
 AW2514                          STATION RECOVERY (2001)
 AW2514
 AW2514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2514'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2514
 AW2514                          STATION RECOVERY (2003)
 AW2514
 AW2514'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2514'RECOVERED IN GOOD CONDITION.
 AW2514
 AW2514                          STATION RECOVERY (2005)
 AW2514
 AW2514'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0521 ***********************************************************************
 BL0521  DESIGNATION -  M 649
 BL0521  PID         -  BL0521
 BL0521  STATE/COUNTY-  TX/LIBERTY
 BL0521  USGS QUAD   -  DEVERS (1984)
 BL0521
 BL0521                         *CURRENT SURVEY CONTROL
 BL0521  ___________________________________________________________________
 BL0521* NAD 83(1986)-  30 00 27.     (N)    094 35 54.     (W)     SCALED    
 BL0521* NAVD 88     -        16.72   (+/-2cm)      54.9    (feet)  VERTCON   
 BL0521  ___________________________________________________________________
 BL0521  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0521  OBS GRAVITY -     979,303.3   (mgal)                       GRAV_OBS
 BL0521
 BL0521  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0521
 BL0521.The horizontal coordinates were scaled from a topographic map and have
 BL0521.an estimated accuracy of +/- 6 seconds.
 BL0521
 BL0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0521.The vertical order pertains to the NGVD 29 superseded value.
 BL0521
 BL0521.The geoid height was determined by GEOID03.
 BL0521.The observed gravity was obtained from relative gravimeter ties
 BL0521.to the IGSN71 gravity network.
 BL0521
 BL0521;                    North         East    Units  Estimated Accuracy
 BL0521;SPC TX C     - 3,052,050.    1,253,080.      MT  (+/- 180 meters Scaled)
 BL0521
 BL0521                          SUPERSEDED SURVEY CONTROL
 BL0521
 BL0521  NGVD 29 (??/??/92)   16.723  (m)           54.87   (f) ADJ UNCH    1 2
 BL0521
 BL0521.Superseded values are not recommended for survey control.
 BL0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0521.See file dsdata.txt to determine how the superseded data were derived.
 BL0521
 BL0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP458206(NAD 83)
 BL0521_MARKER: DB = BENCH MARK DISK
 BL0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0521_SP_SET: CULVERT
 BL0521_STAMPING: M 649 1942
 BL0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0521+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 BL0521
 BL0521  HISTORY     - Date     Condition        Report By
 BL0521  HISTORY     - 1942     MONUMENTED       CGS
 BL0521  HISTORY     - 1973     GOOD             NGS
 BL0521  HISTORY     - 19880526 GOOD             USPSQD
 BL0521  HISTORY     - 1990     GOOD             USPSQD
 BL0521  HISTORY     - 19950909 GOOD             USPSQD
 BL0521  HISTORY     - 20060121 GOOD             USPSQD
 BL0521
 BL0521                          STATION DESCRIPTION
 BL0521
 BL0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0521'1.5 MI S FROM DEVERS.
 BL0521'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE JUNCTION OF US
 BL0521'HIGHWAY 90 AT DEVERS, AT THE JUNCTION OF A ROAD LEADING WEST, 41 1/2
 BL0521'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET SOUTH OF THE
 BL0521'CENTER LINE OF THE ROAD LEADING WEST, SET IN THE TOP OF AND CENTER OF
 BL0521'THE SOUTH HEADWALL OF A 4X4 FT. BOX CULVERT BELOW THE LEVEL OF THE
 BL0521'ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BL0521
 BL0521                          STATION RECOVERY (1988)
 BL0521
 BL0521'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0521'RECOVERED IN GOOD CONDITION.
 BL0521
 BL0521                          STATION RECOVERY (1990)
 BL0521
 BL0521'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0521'RECOVERED IN GOOD CONDITION.
 BL0521
 BL0521                          STATION RECOVERY (1995)
 BL0521
 BL0521'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0521'RECOVERED IN GOOD CONDITION.
 BL0521
 BL0521                          STATION RECOVERY (2006)
 BL0521
 BL0521'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL0521'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0578 ***********************************************************************
 BZ0578  DESIGNATION -  M 65
 BZ0578  PID         -  BZ0578
 BZ0578  STATE/COUNTY-  TX/HILL
 BZ0578  USGS QUAD   -  HUBBARD (1978)
 BZ0578
 BZ0578                         *CURRENT SURVEY CONTROL
 BZ0578  ___________________________________________________________________
 BZ0578* NAD 83(1986)-  31 50 47.     (N)    096 47 41.     (W)     SCALED    
 BZ0578* NAVD 88     -       192.988  (meters)     633.16   (feet)  ADJUSTED  
 BZ0578  ___________________________________________________________________
 BZ0578  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BZ0578  DYNAMIC HT  -         192.757 (meters)     632.40  (feet)  COMP
 BZ0578  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 BZ0578
 BZ0578  VERT ORDER  -  FIRST     CLASS II
 BZ0578
 BZ0578.The horizontal coordinates were scaled from a topographic map and have
 BZ0578.an estimated accuracy of +/- 6 seconds.
 BZ0578
 BZ0578.The orthometric height was determined by differential leveling
 BZ0578.and adjusted by the National Geodetic Survey in June 1991..
 BZ0578
 BZ0578.The geoid height was determined by GEOID03.
 BZ0578
 BZ0578.The dynamic height is computed by dividing the NAVD 88
 BZ0578.geopotential number by the normal gravity value computed on the
 BZ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0578.degrees latitude (g = 980.6199 gals.).
 BZ0578
 BZ0578.The modeled gravity was interpolated from observed gravity values.
 BZ0578
 BZ0578;                    North         East    Units  Estimated Accuracy
 BZ0578;SPC TXNC     - 2,021,240.      761,410.      MT  (+/- 180 meters Scaled)
 BZ0578
 BZ0578                          SUPERSEDED SURVEY CONTROL
 BZ0578
 BZ0578  NGVD 29 (??/??/92)  192.962  (m)          633.08   (f) ADJ UNCH    1 2
 BZ0578
 BZ0578.Superseded values are not recommended for survey control.
 BZ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0578.See file dsdata.txt to determine how the superseded data were derived.
 BZ0578
 BZ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA086255(NAD 83)
 BZ0578_MARKER: DB = BENCH MARK DISK
 BZ0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0578_SP_SET: BUILDING
 BZ0578_STAMPING: M 65 1919
 BZ0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0578
 BZ0578  HISTORY     - Date     Condition        Report By
 BZ0578  HISTORY     - 1919     MONUMENTED       CGS
 BZ0578  HISTORY     - 1952     GOOD             NGS
 BZ0578  HISTORY     - 1980     GOOD             NGS
 BZ0578  HISTORY     - 19950715 GOOD             USPSQD
 BZ0578  HISTORY     - 20020824 GOOD             USPSQD
 BZ0578  HISTORY     - 20031014 GOOD             USPSQD
 BZ0578
 BZ0578                          STATION DESCRIPTION
 BZ0578
 BZ0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0578'IN HUBBARD.
 BZ0578'AT HUBBARD, AT THE NORTH CORNER OF THE INTERSECTION OF MAGNOLIA AND
 BZ0578'NORTH FIRST STREETS, SET VERTICALLY IN THE SOUTHEAST BRICK WALL OF THE
 BZ0578'JARVIS MATSON BUILDING WHICH IS OCCUPIED BY THE FORD TRACTOR COMPANY,
 BZ0578'2.2 FEET NORTHEAST OF THE SOUTH CORNER OF THE BUILDING, 3.5 FEET ABOVE
 BZ0578'THE SIDEWALK.
 BZ0578
 BZ0578                          STATION RECOVERY (1980)
 BZ0578
 BZ0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0578'IN HUBBARD, AT THE NORTH CORNER OF THE INTERSECTION OF MAGNOLIA AND
 BZ0578'NORTH FIRST STREETS, SET VERTICALLY IN THE SOUTHEAST WALL OF THE
 BZ0578'JARVIS MATSON BUILDING, 0.7 M. (2.2 FT.) NORTHEAST OF THE SOUTH CORNER
 BZ0578'OF THE BUILDING.
 BZ0578'THE MARK IS 1.1 M ABOVE THE SIDEWALK.
 BZ0578
 BZ0578                          STATION RECOVERY (1995)
 BZ0578
 BZ0578'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0578'RECOVERED IN GOOD CONDITION.
 BZ0578
 BZ0578                          STATION RECOVERY (2002)
 BZ0578
 BZ0578'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0578'RECOVERED IN GOOD CONDITION.
 BZ0578
 BZ0578                          STATION RECOVERY (2003)
 BZ0578
 BZ0578'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0577 ***********************************************************************
 DO0577  DESIGNATION -  M 65
 DO0577  PID         -  DO0577
 DO0577  STATE/COUNTY-  TX/FOARD
 DO0577  USGS QUAD   -  FOARD CITY (1968)
 DO0577
 DO0577                         *CURRENT SURVEY CONTROL
 DO0577  ___________________________________________________________________
 DO0577* NAD 83(1986)-  33 55 07.     (N)    099 46 09.     (W)     SCALED    
 DO0577* NAVD 88     -       453.026  (meters)    1486.30   (feet)  ADJUSTED  
 DO0577  ___________________________________________________________________
 DO0577  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DO0577  DYNAMIC HT  -         452.501 (meters)    1484.58  (feet)  COMP
 DO0577  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 DO0577
 DO0577  VERT ORDER  -  FIRST     CLASS II
 DO0577
 DO0577.The horizontal coordinates were scaled from a topographic map and have
 DO0577.an estimated accuracy of +/- 6 seconds.
 DO0577
 DO0577.The orthometric height was determined by differential leveling
 DO0577.and adjusted by the National Geodetic Survey in June 1991..
 DO0577
 DO0577.The geoid height was determined by GEOID03.
 DO0577
 DO0577.The dynamic height is computed by dividing the NAVD 88
 DO0577.geopotential number by the normal gravity value computed on the
 DO0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0577.degrees latitude (g = 980.6199 gals.).
 DO0577
 DO0577.The modeled gravity was interpolated from observed gravity values.
 DO0577
 DO0577;                    North         East    Units  Estimated Accuracy
 DO0577;SPC TXNC     - 2,250,440.      482,640.      MT  (+/- 180 meters Scaled)
 DO0577
 DO0577                          SUPERSEDED SURVEY CONTROL
 DO0577
 DO0577  NGVD 29 (??/??/92)  452.868  (m)         1485.78   (f) ADJ UNCH    1 2
 DO0577
 DO0577.Superseded values are not recommended for survey control.
 DO0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0577.See file dsdata.txt to determine how the superseded data were derived.
 DO0577
 DO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC289533(NAD 83)
 DO0577_MARKER: DD = SURVEY DISK
 DO0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0577_SP_SET: COULVERT
 DO0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0577
 DO0577  HISTORY     - Date     Condition        Report By
 DO0577  HISTORY     - 1925     MONUMENTED       USGS
 DO0577  HISTORY     - 1958     GOOD             NGS
 DO0577
 DO0577                          STATION DESCRIPTION
 DO0577
 DO0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0577'3.0 MI N FROM FOARD CITY.
 DO0577'3.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM FOARD
 DO0577'CITY, FOARD COUNTY, AT MILEAGE 526.1, AND IN THE TOP OF THE EAST HEAD
 DO0577'WALL OF A CONCRETE CULVERT.  A U. S. GEOLOGICAL SURVEY STANDARD DISK,
 DO0577'STAMPED 1485.784 M 65 1925.  NOTE-- IT IS IN THE HEADWALL OF A CULVERT
 DO0577'UNDER THE ROAD WHICH PARALLELS THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1461 ***********************************************************************
 AY1461  DESIGNATION -  M 651
 AY1461  PID         -  AY1461
 AY1461  STATE/COUNTY-  TX/UVALDE
 AY1461  USGS QUAD   -  UTOPIA (1969)
 AY1461
 AY1461                         *CURRENT SURVEY CONTROL
 AY1461  ___________________________________________________________________
 AY1461* NAD 83(1986)-  29 36 17.     (N)    099 32 13.     (W)     SCALED    
 AY1461* NAVD 88     -       415.200  (meters)    1362.20   (feet)  ADJUSTED  
 AY1461  ___________________________________________________________________
 AY1461  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY1461  DYNAMIC HT  -         414.589 (meters)    1360.20  (feet)  COMP
 AY1461  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 AY1461
 AY1461  VERT ORDER  -  SECOND    CLASS 0
 AY1461
 AY1461.The horizontal coordinates were scaled from a topographic map and have
 AY1461.an estimated accuracy of +/- 6 seconds.
 AY1461
 AY1461.The orthometric height was determined by differential leveling
 AY1461.and adjusted by the National Geodetic Survey in June 1991..
 AY1461
 AY1461.The geoid height was determined by GEOID03.
 AY1461
 AY1461.The dynamic height is computed by dividing the NAVD 88
 AY1461.geopotential number by the normal gravity value computed on the
 AY1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1461.degrees latitude (g = 980.6199 gals.).
 AY1461
 AY1461.The modeled gravity was interpolated from observed gravity values.
 AY1461
 AY1461;                    North         East    Units  Estimated Accuracy
 AY1461;SPC TXSC     - 4,196,440.      548,000.      MT  (+/- 180 meters Scaled)
 AY1461
 AY1461                          SUPERSEDED SURVEY CONTROL
 AY1461
 AY1461  NGVD 29 (??/??/92)  415.104  (m)         1361.89   (f) ADJ UNCH    2 0
 AY1461
 AY1461.Superseded values are not recommended for survey control.
 AY1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1461.See file dsdata.txt to determine how the superseded data were derived.
 AY1461
 AY1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT480751(NAD 83)
 AY1461_MARKER: DB = BENCH MARK DISK
 AY1461_SETTING: 66 = SET IN ROCK OUTCROP
 AY1461_SP_SET: ROCK OUTCROP
 AY1461_STAMPING: M 651 1953
 AY1461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1461+STABILITY: POSITION/ELEVATION WELL
 AY1461
 AY1461  HISTORY     - Date     Condition        Report By
 AY1461  HISTORY     - 1953     MONUMENTED       CGS
 AY1461  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 AY1461
 AY1461                          STATION DESCRIPTION
 AY1461
 AY1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1461'1.1 MI SW FROM UTOPIA.
 AY1461'0.2 MILE SOUTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1461'THENCE 0.9 MILE WEST ALONG FARM ROAD 1050, AT THE SOUTHWEST EDGE OF A
 AY1461'CLEARING, 107 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD, 58
 AY1461'FEET SOUTHEAST OF A FENCE, 5.5 FEET SOUTH OF A WITNESS POST, 0.8 FOOT
 AY1461'ABOVE THE GROUND, SET IN THE TOP OF A FLAT 9X4 FOOT ROCK OUTCROP.
 AY1461
 AY1461                          STATION RECOVERY (2005)
 AY1461
 AY1461'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1154 ***********************************************************************
 AB1154  DESIGNATION -  M 652
 AB1154  PID         -  AB1154
 AB1154  STATE/COUNTY-  TX/HIDALGO
 AB1154  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1154
 AB1154                         *CURRENT SURVEY CONTROL
 AB1154  ___________________________________________________________________
 AB1154* NAD 83(1986)-  26 34 16.     (N)    097 58 53.     (W)     SCALED    
 AB1154* NAVD 88     -        16.643  (meters)      54.60   (feet)  ADJUSTED  
 AB1154  ___________________________________________________________________
 AB1154  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AB1154  DYNAMIC HT  -          16.616 (meters)      54.51  (feet)  COMP
 AB1154  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 AB1154
 AB1154  VERT ORDER  -  SECOND    CLASS 0
 AB1154
 AB1154.The horizontal coordinates were scaled from a topographic map and have
 AB1154.an estimated accuracy of +/- 6 seconds.
 AB1154
 AB1154.The orthometric height was determined by differential leveling
 AB1154.and adjusted by the National Geodetic Survey in June 1991..
 AB1154
 AB1154.The geoid height was determined by GEOID03.
 AB1154
 AB1154.The dynamic height is computed by dividing the NAVD 88
 AB1154.geopotential number by the normal gravity value computed on the
 AB1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1154.degrees latitude (g = 980.6199 gals.).
 AB1154
 AB1154.The modeled gravity was interpolated from observed gravity values.
 AB1154
 AB1154;                    North         East    Units  Estimated Accuracy
 AB1154;SPC TX S     - 5,100,310.      351,660.      MT  (+/- 180 meters Scaled)
 AB1154
 AB1154                          SUPERSEDED SURVEY CONTROL
 AB1154
 AB1154  NGVD 29 (??/??/92)   16.736  (m)           54.91   (f) ADJ UNCH    2 0
 AB1154
 AB1154.Superseded values are not recommended for survey control.
 AB1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1154.See file dsdata.txt to determine how the superseded data were derived.
 AB1154
 AB1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ014393(NAD 83)
 AB1154_MARKER: DB = BENCH MARK DISK
 AB1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1154_STAMPING: M 652 1942
 AB1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1154+STABILITY: SURFACE MOTION
 AB1154
 AB1154  HISTORY     - Date     Condition        Report By
 AB1154  HISTORY     - 1942     MONUMENTED       CGS
 AB1154
 AB1154                          STATION DESCRIPTION
 AB1154
 AB1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1154'10.1 MI E FROM SAN MANUEL.
 AB1154'ABOUT 10.1 MILES EAST ALONG A GRADED DIRT ROAD FROM SAN MANUEL CHURCH
 AB1154'AT SAN MANUEL, HIDALGO COUNTY, ABOUT 75 FEET SOUTHEAST OF THE
 AB1154'SOUTHEAST CORNER OF A MEXICAN SHACK, 36 FEET SOUTH OF THE CENTER LINE
 AB1154'OF THE ROAD, 20 FEET WEST OF A FENCE, 6 FEET NORTH OF A FENCE, 3 FEET
 AB1154'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 AB1154'ROAD.  A STANDARD DISK, STAMPED M 652 1942 AND SET IN THE TOP OF A
 AB1154'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0457 ***********************************************************************
 AE0457  DESIGNATION -  M 653
 AE0457  PID         -  AE0457
 AE0457  STATE/COUNTY-  TX/HIDALGO
 AE0457  USGS QUAD   -  HARGILL (1963)
 AE0457
 AE0457                         *CURRENT SURVEY CONTROL
 AE0457  ___________________________________________________________________
 AE0457* NAD 83(1986)-  26 29 35.     (N)    098 00 14.     (W)     SCALED    
 AE0457* NAVD 88     -        14.174  (meters)      46.50   (feet)  ADJUSTED  
 AE0457  ___________________________________________________________________
 AE0457  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AE0457  DYNAMIC HT  -          14.152 (meters)      46.43  (feet)  COMP
 AE0457  MODELED GRAV-     979,037.9   (mgal)                       NAVD 88
 AE0457
 AE0457  VERT ORDER  -  SECOND    CLASS 0
 AE0457
 AE0457.The horizontal coordinates were scaled from a topographic map and have
 AE0457.an estimated accuracy of +/- 6 seconds.
 AE0457
 AE0457.The orthometric height was determined by differential leveling
 AE0457.and adjusted by the National Geodetic Survey in June 1991..
 AE0457
 AE0457.The geoid height was determined by GEOID03.
 AE0457
 AE0457.The dynamic height is computed by dividing the NAVD 88
 AE0457.geopotential number by the normal gravity value computed on the
 AE0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0457.degrees latitude (g = 980.6199 gals.).
 AE0457
 AE0457.The modeled gravity was interpolated from observed gravity values.
 AE0457
 AE0457;                    North         East    Units  Estimated Accuracy
 AE0457;SPC TX S     - 5,091,660.      349,460.      MT  (+/- 180 meters Scaled)
 AE0457
 AE0457                          SUPERSEDED SURVEY CONTROL
 AE0457
 AE0457  NGVD 29 (??/??/92)   14.274  (m)           46.83   (f) ADJ UNCH    2 0
 AE0457
 AE0457.Superseded values are not recommended for survey control.
 AE0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0457.See file dsdata.txt to determine how the superseded data were derived.
 AE0457
 AE0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ992306(NAD 83)
 AE0457_MARKER: DB = BENCH MARK DISK
 AE0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0457_SP_SET: CULVERT
 AE0457_STAMPING: M 653 1942
 AE0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0457
 AE0457  HISTORY     - Date     Condition        Report By
 AE0457  HISTORY     - 1942     MONUMENTED       CGS
 AE0457  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0457  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0457
 AE0457                          STATION DESCRIPTION
 AE0457
 AE0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0457'12.1 MI SE FROM SAN MANUEL.
 AE0457'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 4.0 MILES
 AE0457'SOUTHERLY ALONG U.S. HIGHWAY NO. 281, THENCE GO 8.1 MILES EASTERLY
 AE0457'ALONG RED GATE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0457'HORIZONTALLY IN NORTH HEADWALL OF CONCRETE CULVERT ON STATE HIGHWAY
 AE0457'NO. 186, ABOUT 0.5 MILE WEST OF WALLACY-HIDALGO COUNTY LINE, 75.0 FEET
 AE0457'EAST OF A ROAD LEADING SOUTH FROM HIGHWAY.
 AE0457
 AE0457                          STATION RECOVERY (1962)
 AE0457
 AE0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0457'MARK NOT FOUND.
 AE0457
 AE0457                          STATION RECOVERY (1992)
 AE0457
 AE0457'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0458 ***********************************************************************
 AE0458  DESIGNATION -  M 653 RESET 1962
 AE0458  PID         -  AE0458
 AE0458  STATE/COUNTY-  TX/HIDALGO
 AE0458  USGS QUAD   -  HARGILL (1963)
 AE0458
 AE0458                         *CURRENT SURVEY CONTROL
 AE0458  ___________________________________________________________________
 AE0458* NAD 83(1986)-  26 29 35.     (N)    098 00 14.     (W)     SCALED    
 AE0458* NAVD 88     -        14.18   (meters)      46.5    (feet)  RESET     
 AE0458  ___________________________________________________________________
 AE0458  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AE0458
 AE0458  VERT ORDER  -  THIRD
 AE0458
 AE0458.The horizontal coordinates were scaled from a topographic map and have
 AE0458.an estimated accuracy of +/- 6 seconds.
 AE0458
 AE0458.The orthometric height was computed from unverified reset data.
 AE0458
 AE0458.The geoid height was determined by GEOID03.
 AE0458
 AE0458;                    North         East    Units  Estimated Accuracy
 AE0458;SPC TX S     - 5,091,660.      349,460.      MT  (+/- 180 meters Scaled)
 AE0458
 AE0458                          SUPERSEDED SURVEY CONTROL
 AE0458
 AE0458.No superseded survey control is available for this station.
 AE0458
 AE0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ992306(NAD 83)
 AE0458_MARKER: DB = BENCH MARK DISK
 AE0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0458_SP_SET: CULVERT
 AE0458_STAMPING: M 653 RESET 1962
 AE0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0458
 AE0458  HISTORY     - Date     Condition        Report By
 AE0458  HISTORY     - 1962     MONUMENTED       TXHD
 AE0458  HISTORY     - 1962     GOOD             NGS
 AE0458
 AE0458                          STATION DESCRIPTION
 AE0458
 AE0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AE0458'12.0 MI SE FROM SAN MANUEL.
 AE0458'ABOUT 4.2 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM SAN MANUEL CHURCH AT
 AE0458'SAN MANUEL, HIDALGO COUNTY, THENCE ABOUT 8.1 MILES EAST ALONG RED GATE
 AE0458'ROAD AND STATE HIGHWAY 186, ABOUT 0.5 MILE WEST OF THE WILLACY-HIDALGO
 AE0458'COUNTY LINE, ABOUT 75 FEET EAST OF A ROAD LEADING SOUTH, AND IN THE
 AE0458'NORTH HEAD WALL OF A CONCRETE CULVERT.  A STANDARD DISK STAMPED M 653
 AE0458'RESET 1962, SET IN THE NORTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0416 ***********************************************************************
 AE0416  DESIGNATION -  M 654
 AE0416  PID         -  AE0416
 AE0416  STATE/COUNTY-  TX/HIDALGO
 AE0416  USGS QUAD   -  HARGILL (1963)
 AE0416
 AE0416                         *CURRENT SURVEY CONTROL
 AE0416  ___________________________________________________________________
 AE0416* NAD 83(1986)-  26 26 59.     (N)    098 00 43.     (W)     SCALED    
 AE0416* NAVD 88     -        17.642  (meters)      57.88   (feet)  ADJUSTED  
 AE0416  ___________________________________________________________________
 AE0416  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AE0416  DYNAMIC HT  -          17.614 (meters)      57.79  (feet)  COMP
 AE0416  MODELED GRAV-     979,035.4   (mgal)                       NAVD 88
 AE0416
 AE0416  VERT ORDER  -  SECOND    CLASS 0
 AE0416
 AE0416.The horizontal coordinates were scaled from a topographic map and have
 AE0416.an estimated accuracy of +/- 6 seconds.
 AE0416
 AE0416.The orthometric height was determined by differential leveling
 AE0416.and adjusted by the National Geodetic Survey in June 1991..
 AE0416
 AE0416.The geoid height was determined by GEOID03.
 AE0416
 AE0416.The dynamic height is computed by dividing the NAVD 88
 AE0416.geopotential number by the normal gravity value computed on the
 AE0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0416.degrees latitude (g = 980.6199 gals.).
 AE0416
 AE0416.The modeled gravity was interpolated from observed gravity values.
 AE0416
 AE0416;                    North         East    Units  Estimated Accuracy
 AE0416;SPC TX S     - 5,086,850.      348,670.      MT  (+/- 180 meters Scaled)
 AE0416
 AE0416                          SUPERSEDED SURVEY CONTROL
 AE0416
 AE0416  NGVD 29 (??/??/92)   17.742  (m)           58.21   (f) ADJ UNCH    2 0
 AE0416
 AE0416.Superseded values are not recommended for survey control.
 AE0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0416.See file dsdata.txt to determine how the superseded data were derived.
 AE0416
 AE0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ985258(NAD 83)
 AE0416_MARKER: DB = BENCH MARK DISK
 AE0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0416_STAMPING: M 654 1942
 AE0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0416+STABILITY: SURFACE MOTION
 AE0416
 AE0416  HISTORY     - Date     Condition        Report By
 AE0416  HISTORY     - 1942     MONUMENTED       CGS
 AE0416  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0416
 AE0416                          STATION DESCRIPTION
 AE0416
 AE0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0416'0.5 MI N FROM HARGILL.
 AE0416'TO REACH FROM THE POST OFFICE AT HARGILL.  PROCEED 0.5 MILE NORTH
 AE0416'ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AE0416'NORTHEAST CORNER OF AN UNCLEARED FIELD AT INTERSECTION OF TWO GRADED
 AE0416'DIRT ROADS, 100.0 FEET WEST OF AND ACROSS NORTH-SOUTH ROAD FROM A
 AE0416'SMALL FRAME HOUSE, 28.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 AE0416'CENTERLINE OF THE NORTH-SOUTH ROAD, 56.0 FEET SOUTH OF THE CENTERLINE
 AE0416'OF EAST-WEST ROAD, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AE0416'POST.
 AE0416
 AE0416                          STATION RECOVERY (1962)
 AE0416
 AE0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0688 ***********************************************************************
 AB0688  DESIGNATION -  M 655
 AB0688  PID         -  AB0688
 AB0688  STATE/COUNTY-  TX/HIDALGO
 AB0688  USGS QUAD   -  LASARA (1970)
 AB0688
 AB0688                         *CURRENT SURVEY CONTROL
 AB0688  ___________________________________________________________________
 AB0688* NAD 83(1986)-  26 23 31.     (N)    097 54 56.     (W)     SCALED    
 AB0688* NAVD 88     -        13.080  (meters)      42.91   (feet)  ADJUSTED  
 AB0688  ___________________________________________________________________
 AB0688  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AB0688  DYNAMIC HT  -          13.059 (meters)      42.84  (feet)  COMP
 AB0688  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 AB0688
 AB0688  VERT ORDER  -  SECOND    CLASS 0
 AB0688
 AB0688.The horizontal coordinates were scaled from a topographic map and have
 AB0688.an estimated accuracy of +/- 6 seconds.
 AB0688
 AB0688.The orthometric height was determined by differential leveling
 AB0688.and adjusted by the National Geodetic Survey in June 1991..
 AB0688
 AB0688.The geoid height was determined by GEOID03.
 AB0688
 AB0688.The dynamic height is computed by dividing the NAVD 88
 AB0688.geopotential number by the normal gravity value computed on the
 AB0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0688.degrees latitude (g = 980.6199 gals.).
 AB0688
 AB0688.The modeled gravity was interpolated from observed gravity values.
 AB0688
 AB0688;                    North         East    Units  Estimated Accuracy
 AB0688;SPC TX S     - 5,080,490.      358,320.      MT  (+/- 180 meters Scaled)
 AB0688
 AB0688                          SUPERSEDED SURVEY CONTROL
 AB0688
 AB0688  NGVD 29 (??/??/92)   13.168  (m)           43.20   (f) ADJ UNCH    2 0
 AB0688
 AB0688.Superseded values are not recommended for survey control.
 AB0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0688.See file dsdata.txt to determine how the superseded data were derived.
 AB0688
 AB0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ081195(NAD 83)
 AB0688_MARKER: DB = BENCH MARK DISK
 AB0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0688_STAMPING: M 655 1942
 AB0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0688+STABILITY: SURFACE MOTION
 AB0688
 AB0688  HISTORY     - Date     Condition        Report By
 AB0688  HISTORY     - 1942     MONUMENTED       CGS
 AB0688  HISTORY     - 1957     GOOD             NGS
 AB0688  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0688
 AB0688                          STATION DESCRIPTION
 AB0688
 AB0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AB0688'2.5 MI S FROM LYFORD.
 AB0688'IN HIDALGO COUNTY, ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 96 FROM
 AB0688'THE MISSOURI PACIFIC RAILROAD STATION AT LYFORD, WILLACY COUNTY, ABOUT
 AB0688'4.4 MILES WEST ALONG A GRADED DIRT ROAD, ABOUT 0.9 MILE NORTH ALONG A
 AB0688'GRADED DIRT ROAD, 3.5 MILES WEST ALONG A ROAD, 0.5 MILE NORTH ALONG A
 AB0688'ROAD.  28 FEET NORTH OF THE CENTERLINE OF A T-ROAD LEADING WEST, 20
 AB0688'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, IN AN UNCLEARED
 AB0688'FIELD, 45 FEET EAST OF A POWER TRANSMISSION LINE POLE 12/99, 3 FEET
 AB0688'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 AB0688'NORTH-SOUTH ROAD.  A STANDARD DISK, STAMPED M 655 1942 AND SET IN THE
 AB0688'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AB0688
 AB0688                          STATION RECOVERY (1987)
 AB0688
 AB0688'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0410 ***********************************************************************
 AE0410  DESIGNATION -  M 656
 AE0410  PID         -  AE0410
 AE0410  STATE/COUNTY-  TX/HIDALGO
 AE0410  USGS QUAD   -  LA BLANCA (1982)
 AE0410
 AE0410                         *CURRENT SURVEY CONTROL
 AE0410  ___________________________________________________________________
 AE0410* NAD 83(1986)-  26 15 56.     (N)    098 02 14.     (W)     SCALED    
 AE0410* NAVD 88     -        22.542  (meters)      73.96   (feet)  ADJUSTED  
 AE0410  ___________________________________________________________________
 AE0410  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AE0410  DYNAMIC HT  -          22.505 (meters)      73.84  (feet)  COMP
 AE0410  MODELED GRAV-     978,991.8   (mgal)                       NAVD 88
 AE0410
 AE0410  VERT ORDER  -  SECOND    CLASS 0
 AE0410
 AE0410.The horizontal coordinates were scaled from a topographic map and have
 AE0410.an estimated accuracy of +/- 6 seconds.
 AE0410
 AE0410.The orthometric height was determined by differential leveling
 AE0410.and adjusted by the National Geodetic Survey in June 1991..
 AE0410
 AE0410.The geoid height was determined by GEOID03.
 AE0410
 AE0410.The dynamic height is computed by dividing the NAVD 88
 AE0410.geopotential number by the normal gravity value computed on the
 AE0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0410.degrees latitude (g = 980.6199 gals.).
 AE0410
 AE0410.The modeled gravity was interpolated from observed gravity values.
 AE0410
 AE0410;                    North         East    Units  Estimated Accuracy
 AE0410;SPC TX S     - 5,066,440.      346,230.      MT  (+/- 180 meters Scaled)
 AE0410
 AE0410                          SUPERSEDED SURVEY CONTROL
 AE0410
 AE0410  NGVD 29 (??/??/92)   22.653  (m)           74.32   (f) ADJ UNCH    2 0
 AE0410
 AE0410.Superseded values are not recommended for survey control.
 AE0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0410.See file dsdata.txt to determine how the superseded data were derived.
 AE0410
 AE0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ961054(NAD 83)
 AE0410_MARKER: DB = BENCH MARK DISK
 AE0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0410_STAMPING: M 656 1942
 AE0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0410+STABILITY: SURFACE MOTION
 AE0410
 AE0410  HISTORY     - Date     Condition        Report By
 AE0410  HISTORY     - 1942     MONUMENTED       CGS
 AE0410  HISTORY     - 1954     GOOD             NGS
 AE0410
 AE0410                          STATION DESCRIPTION
 AE0410
 AE0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0410'7.2 MI N FROM DONNA.
 AE0410'0.4 MILE WEST OF RR STATION AT LA BLANCA, THENCE 1.8 MILES SOUTH.  TO
 AE0410'REACH FROM THE U.S. POST OFFICE AT DONNA-- PROCEED 3.BLOCKS EAST TO
 AE0410'SEVENTH STREET, THENCE NORTHERLY 7. MILES ALONG PAVED ROAD LEADING TO
 AE0410'LA BLANCA TO THE SITE OF THE BENCH MARK.  BENCH MARK IS IN FARM YARD
 AE0410'AND 6.FEET NORTH OF POWER POLE NUMBERED 3A10.  IT IS ABOUT 135.FEET
 AE0410'SOUTHWEST OF STUCCO FARM HOUSE, 31.FEET EAST OF AND ABOUT 0.5 FOOT
 AE0410'BELOW THE CENTER LINE OF PAVEMENTAND 3.FEET SOUTH OF A 4X4-INCH WOODEN
 AE0410'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0410
 AE0410                          STATION RECOVERY (1954)
 AE0410
 AE0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AE0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0411 ***********************************************************************
 AE0411  DESIGNATION -  M 656 RESET 1959
 AE0411  PID         -  AE0411
 AE0411  STATE/COUNTY-  TX/HIDALGO
 AE0411  USGS QUAD   -  LA BLANCA (1982)
 AE0411
 AE0411                         *CURRENT SURVEY CONTROL
 AE0411  ___________________________________________________________________
 AE0411* NAD 83(1986)-  26 15 56.     (N)    098 02 14.     (W)     SCALED    
 AE0411* NAVD 88     -        22.59   (meters)      74.1    (feet)  RESET     
 AE0411  ___________________________________________________________________
 AE0411  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AE0411
 AE0411  VERT ORDER  -  THIRD
 AE0411
 AE0411.The horizontal coordinates were scaled from a topographic map and have
 AE0411.an estimated accuracy of +/- 6 seconds.
 AE0411
 AE0411.The orthometric height was computed from unverified reset data.
 AE0411
 AE0411.The geoid height was determined by GEOID03.
 AE0411
 AE0411;                    North         East    Units  Estimated Accuracy
 AE0411;SPC TX S     - 5,066,440.      346,230.      MT  (+/- 180 meters Scaled)
 AE0411
 AE0411                          SUPERSEDED SURVEY CONTROL
 AE0411
 AE0411.No superseded survey control is available for this station.
 AE0411
 AE0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ961054(NAD 83)
 AE0411_MARKER: DB = BENCH MARK DISK
 AE0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0411_STAMPING: M 656 RESET 1959
 AE0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0411+STABILITY: SURFACE MOTION
 AE0411
 AE0411  HISTORY     - Date     Condition        Report By
 AE0411  HISTORY     - 1959     MONUMENTED       TXHD
 AE0411  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE0411
 AE0411                          STATION DESCRIPTION
 AE0411
 AE0411'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AE0411'2.2 MI SW FROM LA BLANCA.
 AE0411'THE MARK IS LOCATED ABOUT 0.4 MILE WEST ALONG THE TEXAS AND NEW
 AE0411'ORLEANS RAILROAD FROM THE STATION AT LA BLANCA, THENCE ABOUT 1.8 MILES
 AE0411'SOUTH ALONG THE PAVED DONNA ROAD.  ABOUT 135 FEET SOUTHWEST OF A
 AE0411'STUCCO FARMHOUSE, IN A FARMYARD, 31 FEET EAST OF THE CENTERLINE OF THE
 AE0411'PAVEMENT, 6 FEET NORTH OF POWER-TRANSMISSION LINE POLE 3A10, 3 FEET
 AE0411'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN
 AE0411'THE PAVEMENT, AND SET ON A CONCRETE MONUMENT 40 FEET EAST OF STATION
 AE0411'650+60, CENTER LINE, F.M. 493, 2 FEET SOUTH AND 6 FEET EAST OF THE
 AE0411'ORIGINAL POSITION.
 AE0411
 AE0411                          STATION RECOVERY (2004)
 AE0411
 AE0411'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0724 ***********************************************************************
 AB0724  DESIGNATION -  M 657
 AB0724  PID         -  AB0724
 AB0724  STATE/COUNTY-  TX/HIDALGO
 AB0724  USGS QUAD   -  EDCOUCH (1980)
 AB0724
 AB0724                         *CURRENT SURVEY CONTROL
 AB0724  ___________________________________________________________________
 AB0724* NAD 83(1986)-  26 17 51.     (N)    097 57 08.     (W)     SCALED    
 AB0724* NAVD 88     -        18.601  (meters)      61.03   (feet)  ADJUSTED  
 AB0724  ___________________________________________________________________
 AB0724  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AB0724  DYNAMIC HT  -          18.571 (meters)      60.93  (feet)  COMP
 AB0724  MODELED GRAV-     979,026.4   (mgal)                       NAVD 88
 AB0724
 AB0724  VERT ORDER  -  SECOND    CLASS 0
 AB0724
 AB0724.The horizontal coordinates were scaled from a topographic map and have
 AB0724.an estimated accuracy of +/- 6 seconds.
 AB0724
 AB0724.The orthometric height was determined by differential leveling
 AB0724.and adjusted by the National Geodetic Survey in June 1991..
 AB0724
 AB0724.The geoid height was determined by GEOID03.
 AB0724
 AB0724.The dynamic height is computed by dividing the NAVD 88
 AB0724.geopotential number by the normal gravity value computed on the
 AB0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0724.degrees latitude (g = 980.6199 gals.).
 AB0724
 AB0724.The modeled gravity was interpolated from observed gravity values.
 AB0724
 AB0724;                    North         East    Units  Estimated Accuracy
 AB0724;SPC TX S     - 5,070,010.      354,700.      MT  (+/- 180 meters Scaled)
 AB0724
 AB0724                          SUPERSEDED SURVEY CONTROL
 AB0724
 AB0724  NGVD 29 (??/??/92)   18.710  (m)           61.38   (f) ADJ UNCH    2 0
 AB0724
 AB0724.Superseded values are not recommended for survey control.
 AB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0724.See file dsdata.txt to determine how the superseded data were derived.
 AB0724
 AB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ045090(NAD 83)
 AB0724_MARKER: DB = BENCH MARK DISK
 AB0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0724_STAMPING: M 657 1942
 AB0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0724+STABILITY: SURFACE MOTION
 AB0724
 AB0724  HISTORY     - Date     Condition        Report By
 AB0724  HISTORY     - 1942     MONUMENTED       CGS
 AB0724  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0724  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AB0724  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AB0724
 AB0724                          STATION DESCRIPTION
 AB0724
 AB0724'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0724'0.5 MI E FROM EDCOUCH.
 AB0724'0.5 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AB0724'STATION AT EDCOUCH, HIDALGO COUNTY, ABOUT 75 FEET SOUTH ACROSS THE
 AB0724'TRACK FROM THE FOURTH POLE EAST OF MILEPOST 156, ABOUT 90 FEET
 AB0724'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PUMP HOUSE, 45 FEET
 AB0724'SOUTH OF THE CENTER LINE OF THE TRACK, 5 FEET SOUTHWEST OF THE CORNER
 AB0724'FENCE POST OF A PASTURE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AB0724'AND ABOUT 3 FEET LOWER THAN THE RAILROAD BED.  A STANDARD DISK,
 AB0724'STAMPED M 657 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0724'ABOUT 0.3 FOOT ABOVE GROUND.
 AB0724
 AB0724                          STATION RECOVERY (1992)
 AB0724
 AB0724'RECOVERY NOTE BY US POWER SQUADRON 1992
 AB0724'MARK NOT FOUND.
 AB0724
 AB0724                          STATION RECOVERY (2004)
 AB0724
 AB0724'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AB0724'OLD CONCRETE PUMP HOUSE IS STILL THERE.  RAIL ROAD HAS BEEN ABANDONED
 AB0724'AND TRACKS REMOVED.  MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0769 ***********************************************************************
 AB0769  DESIGNATION -  M 658
 AB0769  PID         -  AB0769
 AB0769  STATE/COUNTY-  TX/CAMERON
 AB0769  USGS QUAD   -  LA FERIA (1970)
 AB0769
 AB0769                         *CURRENT SURVEY CONTROL
 AB0769  ___________________________________________________________________
 AB0769* NAD 83(1986)-  26 10 41.     (N)    097 45 28.     (W)     SCALED    
 AB0769* NAVD 88     -        14.975  (meters)      49.13   (feet)  ADJUSTED  
 AB0769  ___________________________________________________________________
 AB0769  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB0769  DYNAMIC HT  -          14.951 (meters)      49.05  (feet)  COMP
 AB0769  MODELED GRAV-     979,029.1   (mgal)                       NAVD 88
 AB0769
 AB0769  VERT ORDER  -  FIRST     CLASS II
 AB0769
 AB0769.The horizontal coordinates were scaled from a topographic map and have
 AB0769.an estimated accuracy of +/- 6 seconds.
 AB0769
 AB0769.The orthometric height was determined by differential leveling
 AB0769.and adjusted by the National Geodetic Survey in June 1991..
 AB0769.WARNING-Repeat measurements at this control monument indicate possible
 AB0769.vertical movement.
 AB0769
 AB0769.The geoid height was determined by GEOID03.
 AB0769
 AB0769.The dynamic height is computed by dividing the NAVD 88
 AB0769.geopotential number by the normal gravity value computed on the
 AB0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0769.degrees latitude (g = 980.6199 gals.).
 AB0769
 AB0769.The modeled gravity was interpolated from observed gravity values.
 AB0769
 AB0769;                    North         East    Units  Estimated Accuracy
 AB0769;SPC TX S     - 5,056,880.      374,200.      MT  (+/- 180 meters Scaled)
 AB0769
 AB0769                          SUPERSEDED SURVEY CONTROL
 AB0769
 AB0769.No superseded survey control is available for this station.
 AB0769
 AB0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP241959(NAD 83)
 AB0769_MARKER: DB = BENCH MARK DISK
 AB0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0769_SP_SET: CULVERT
 AB0769_STAMPING: M 658 1942
 AB0769_MARK LOGO: CGS   
 AB0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0769
 AB0769  HISTORY     - Date     Condition        Report By
 AB0769  HISTORY     - 1942     MONUMENTED       CGS
 AB0769  HISTORY     - 1963     GOOD             NGS
 AB0769  HISTORY     - 1981     GOOD             NGS
 AB0769  HISTORY     - 1987     GOOD             USPSQD
 AB0769  HISTORY     - 1988     GOOD             USPSQD
 AB0769  HISTORY     - 1988     GOOD             USPSQD
 AB0769  HISTORY     - 19910306 GOOD             USPSQD
 AB0769  HISTORY     - 19930212 GOOD             USPSQD
 AB0769  HISTORY     - 20040304 MARK NOT FOUND   GEOCAC
 AB0769
 AB0769                          STATION DESCRIPTION
 AB0769
 AB0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0769'3.9 MI W FROM HARLINGEN.
 AB0769'3.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AB0769'HARLINGEN, CAMERON COUNTY, 300 FEET NORTHWEST OF THE STUART GRADE
 AB0769'SCHOOL, 54 FEET EAST OF THE CENTERLINE OF A CROSSROAD, 40 FEET SOUTH
 AB0769'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE TRACKS, 30
 AB0769'FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 83, AND SET HORIZONTALLY
 AB0769'IN A DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 AB0769'BOX CULVERT UNDER THE HIGHWAY.
 AB0769
 AB0769                          STATION RECOVERY (1981)
 AB0769
 AB0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0769'6.5 KM (4.05 MI) WEST ALONG HARRISON AVENUE (U.S. HIGHWAY 83 BUSINESS)
 AB0769'FROM THE JUNCTION OF COMMERCE STREET IN HARLINGEN, AT THE JUNCTION OF
 AB0769'A PAVED ROAD LEADING NORTH TO PRIMERA, SET IN THE TOP OF THE NORTH
 AB0769'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 9.1 METERS (30.0 FT)
 AB0769'NORTH OF THE CENTERLINE OF THE HIGHWAY, 16.5 METERS (54.0 FT) EAST OF
 AB0769'THE CENTER OF THE ROAD, 0.15 METERS (0.5 FT) EAST OF THE WEST END OF
 AB0769'THE HEADWALL.
 AB0769
 AB0769                          STATION RECOVERY (1987)
 AB0769
 AB0769'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0769'RECOVERED IN GOOD CONDITION.
 AB0769
 AB0769                          STATION RECOVERY (1988)
 AB0769
 AB0769'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0769'RECOVERED IN GOOD CONDITION.
 AB0769
 AB0769                          STATION RECOVERY (1988)
 AB0769
 AB0769'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0769'RECOVERED IN GOOD CONDITION.
 AB0769
 AB0769                          STATION RECOVERY (1991)
 AB0769
 AB0769'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0769'RECOVERED IN GOOD CONDITION.
 AB0769
 AB0769                          STATION RECOVERY (1993)
 AB0769
 AB0769'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0769'RECOVERED IN GOOD CONDITION.
 AB0769
 AB0769                          STATION RECOVERY (2004)
 AB0769
 AB0769'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0769'HIGHWAY HAS BEEN WIDENED.  MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0582 ***********************************************************************
 DO0582  DESIGNATION -  M 66
 DO0582  PID         -  DO0582
 DO0582  STATE/COUNTY-  TX/FOARD
 DO0582  USGS QUAD   -  CROWELL (1966)
 DO0582
 DO0582                         *CURRENT SURVEY CONTROL
 DO0582  ___________________________________________________________________
 DO0582* NAD 83(1986)-  33 57 19.     (N)    099 44 40.     (W)     SCALED    
 DO0582* NAVD 88     -       449.672  (meters)    1475.30   (feet)  ADJUSTED  
 DO0582  ___________________________________________________________________
 DO0582  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DO0582  DYNAMIC HT  -         449.152 (meters)    1473.59  (feet)  COMP
 DO0582  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DO0582
 DO0582  VERT ORDER  -  FIRST     CLASS II
 DO0582
 DO0582.The horizontal coordinates were scaled from a topographic map and have
 DO0582.an estimated accuracy of +/- 6 seconds.
 DO0582
 DO0582.The orthometric height was determined by differential leveling
 DO0582.and adjusted by the National Geodetic Survey in June 1991..
 DO0582
 DO0582.The geoid height was determined by GEOID03.
 DO0582
 DO0582.The dynamic height is computed by dividing the NAVD 88
 DO0582.geopotential number by the normal gravity value computed on the
 DO0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0582.degrees latitude (g = 980.6199 gals.).
 DO0582
 DO0582.The modeled gravity was interpolated from observed gravity values.
 DO0582
 DO0582;                    North         East    Units  Estimated Accuracy
 DO0582;SPC TXNC     - 2,254,480.      484,980.      MT  (+/- 180 meters Scaled)
 DO0582
 DO0582                          SUPERSEDED SURVEY CONTROL
 DO0582
 DO0582  NGVD 29 (??/??/92)  449.515  (m)         1474.78   (f) ADJ UNCH    1 2
 DO0582
 DO0582.Superseded values are not recommended for survey control.
 DO0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0582.See file dsdata.txt to determine how the superseded data were derived.
 DO0582
 DO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC312574(NAD 83)
 DO0582_MARKER: DD = SURVEY DISK
 DO0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0582_SP_SET: BRIDGE
 DO0582_STAMPING: 1474.784 M 66 1925
 DO0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0582
 DO0582  HISTORY     - Date     Condition        Report By
 DO0582  HISTORY     - 1925     MONUMENTED       USGS
 DO0582  HISTORY     - 1958     MARK NOT FOUND   NGS
 DO0582
 DO0582                          STATION DESCRIPTION
 DO0582
 DO0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0582'1.7 MI S FROM CROWELL.
 DO0582'1.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM CROWELL,
 DO0582'FOARD COUNTY, AT MILEAGE 523.2, AT A CONCRETE BRIDGE, AND IN THE
 DO0582'CENTER OF THE TOP OF THE EAST RAILING.  A U.S. GEOLOGICAL SURVEY
 DO0582'STANDARD DISK, STAMPED 1474.784 M 66 1925.  NOTE-- A SEARCH WAS MADE
 DO0582'FOR THIS MARK AT A RAILROAD BRIDGE.  IT WAS LATER DECIDED THAT THE
 DO0582'MARK WAS PROBABLY IN CONCRETE BRIDGE UNDER THE ROAD WHICH PARALLELS
 DO0582'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2948 ***********************************************************************
 AW2948  DESIGNATION -  M 660
 AW2948  PID         -  AW2948
 AW2948  STATE/COUNTY-  TX/CHAMBERS
 AW2948  USGS QUAD   -  MORGANS POINT (1993)
 AW2948
 AW2948                         *CURRENT SURVEY CONTROL
 AW2948  ___________________________________________________________________
 AW2948* NAD 83(1986)-  29 39 43.     (N)    094 54 03.     (W)     SCALED    
 AW2948* NAVD 88     -         8.45   (+/-2cm)      27.7    (feet)  VERTCON   
 AW2948  ___________________________________________________________________
 AW2948  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2948
 AW2948  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2948
 AW2948.The horizontal coordinates were scaled from a topographic map and have
 AW2948.an estimated accuracy of +/- 6 seconds.
 AW2948
 AW2948.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2948.The vertical order pertains to the NGVD 29 superseded value.
 AW2948
 AW2948.The geoid height was determined by GEOID03.
 AW2948
 AW2948;                    North         East    Units  Estimated Accuracy
 AW2948;SPC TXSC     - 4,209,610.      996,720.      MT  (+/- 180 meters Scaled)
 AW2948
 AW2948                          SUPERSEDED SURVEY CONTROL
 AW2948
 AW2948  NGVD 29 (??/??/92)    8.446  (m)           27.71   (f) ADJ UNCH    1 2
 AW2948
 AW2948.Superseded values are not recommended for survey control.
 AW2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2948.See file dsdata.txt to determine how the superseded data were derived.
 AW2948
 AW2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN160828(NAD 83)
 AW2948_MARKER: DB = BENCH MARK DISK
 AW2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2948_STAMPING: M 660 1942
 AW2948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2948+STABILITY: SURFACE MOTION
 AW2948
 AW2948  HISTORY     - Date     Condition        Report By
 AW2948  HISTORY     - 1942     MONUMENTED       CGS
 AW2948  HISTORY     - 1954     GOOD             NGS
 AW2948  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2948  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2948  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW2948
 AW2948                          STATION DESCRIPTION
 AW2948
 AW2948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2948'7.3 MI SE FROM BAYTOWN.
 AW2948'1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE MAIN POST OFFICE AT
 AW2948'BAYTOWN, THENCE 1.05 MILES EAST ALONG EAST TEXAS AVENUE, THENCE 6.25
 AW2948'MILES SOUTHEAST ALONG THE TRICITY BEACH ROAD, 0.55 MILE EAST OF THE
 AW2948'TRICITY BEACH GROCERY, 66 FEET WEST OF A POWER POLE, 25 FEET WEST OF
 AW2948'THE CENTER LINE OF A PRIVATE DRIVEWAY, 37 FEET SOUTH OF THE CENTER
 AW2948'LINE OF THE TRICITY BEACH ROAD, 0.9 FOOT NORTH OF A FENCE, 3 FEET EAST
 AW2948'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AW2948'0.4 FOOT ABOVE THE GROUND.
 AW2948
 AW2948                          STATION RECOVERY (1973)
 AW2948
 AW2948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2948'MARK NOT FOUND.
 AW2948
 AW2948                          STATION RECOVERY (2004)
 AW2948
 AW2948'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2948'MARK NOT FOUND.
 AW2948
 AW2948                          STATION RECOVERY (2005)
 AW2948
 AW2948'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0501 ***********************************************************************
 BL0501  DESIGNATION -  M 661
 BL0501  PID         -  BL0501
 BL0501  STATE/COUNTY-  TX/LIBERTY
 BL0501  USGS QUAD   -  DAYTON (1984)
 BL0501
 BL0501                         *CURRENT SURVEY CONTROL
 BL0501  ___________________________________________________________________
 BL0501* NAD 83(1986)-  30 02 44.     (N)    094 59 20.     (W)     SCALED    
 BL0501* NAVD 88     -        24.05   (+/-2cm)      78.9    (feet)  VERTCON   
 BL0501  ___________________________________________________________________
 BL0501  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0501
 BL0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0501
 BL0501.The horizontal coordinates were scaled from a topographic map and have
 BL0501.an estimated accuracy of +/- 6 seconds.
 BL0501
 BL0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0501.The vertical order pertains to the NGVD 29 superseded value.
 BL0501
 BL0501.The geoid height was determined by GEOID03.
 BL0501
 BL0501;                    North         East    Units  Estimated Accuracy
 BL0501;SPC TX C     - 3,054,380.    1,215,240.      MT  (+/- 180 meters Scaled)
 BL0501
 BL0501                          SUPERSEDED SURVEY CONTROL
 BL0501
 BL0501  NGVD 29 (??/??/92)   24.050  (m)           78.90   (f) ADJ UNCH    2 0
 BL0501
 BL0501.Superseded values are not recommended for survey control.
 BL0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0501.See file dsdata.txt to determine how the superseded data were derived.
 BL0501
 BL0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP082255(NAD 83)
 BL0501_MARKER: DB = BENCH MARK DISK
 BL0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0501_STAMPING: M 661 1942
 BL0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0501+STABILITY: SURFACE MOTION
 BL0501
 BL0501  HISTORY     - Date     Condition        Report By
 BL0501  HISTORY     - 1942     MONUMENTED       CGS
 BL0501  HISTORY     - 1954     GOOD             NGS
 BL0501  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0501  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0501  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0501  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL0501
 BL0501                          STATION DESCRIPTION
 BL0501
 BL0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0501'5.8 MI W FROM DAYTON.
 BL0501'5.8 MILES WEST ALONG FARM ROAD 1008 FROM ITS INTERSECTION WITH STATE
 BL0501'HIGHWAY 321 AT DAYTON, 0.2 MILE EAST OF A JUNCTION WITH FARM ROAD 686,
 BL0501'210 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH
 BL0501'TO A WHITE FARMHOUSE, 49 FEET SOUTH OF THE CENTER LINE OF THE FARM
 BL0501'ROAD, 39 FEET EAST OF A LONE CEDAR TREE, 5 FEET WEST OF A FENCE
 BL0501'CORNER, 1 FOOT NORTH OF A FENCE, 2.6 FEET WEST OF A WITNESS POST, SET
 BL0501'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 BL0501'GROUND.
 BL0501
 BL0501                          STATION RECOVERY (1977)
 BL0501
 BL0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0501'MARK NOT FOUND.
 BL0501
 BL0501                          STATION RECOVERY (1978)
 BL0501
 BL0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0501'NOT RECOVERED.
 BL0501
 BL0501                          STATION RECOVERY (1996)
 BL0501
 BL0501'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0501'MARK NOT FOUND.
 BL0501
 BL0501                          STATION RECOVERY (2004)
 BL0501
 BL0501'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3074 ***********************************************************************
 AW3074  DESIGNATION -  M 663 RESET 1975
 AW3074  PID         -  AW3074
 AW3074  STATE/COUNTY-  TX/LIBERTY
 AW3074  USGS QUAD   -  SHILOH (1993)
 AW3074
 AW3074                         *CURRENT SURVEY CONTROL
 AW3074  ___________________________________________________________________
 AW3074* NAD 83(1986)-  29 56 58.     (N)    094 42 32.     (W)     SCALED    
 AW3074* NAVD 88     -         8.71   (+/-2cm)      28.6    (feet)  VERTCON   
 AW3074  ___________________________________________________________________
 AW3074  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3074
 AW3074  VERT ORDER  -  THIRD (See Below)
 AW3074
 AW3074.The horizontal coordinates were scaled from a topographic map and have
 AW3074.an estimated accuracy of +/- 6 seconds.
 AW3074
 AW3074.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3074.The vertical order pertains to the NGVD 29 superseded value.
 AW3074
 AW3074.The geoid height was determined by GEOID03.
 AW3074
 AW3074;                    North         East    Units  Estimated Accuracy
 AW3074;SPC TX C     - 3,045,070.    1,242,750.      MT  (+/- 180 meters Scaled)
 AW3074
 AW3074                          SUPERSEDED SURVEY CONTROL
 AW3074
 AW3074  NGVD 29 (01/29/03)    8.71   (m)           28.6    (f) RESET       3  
 AW3074
 AW3074.Superseded values are not recommended for survey control.
 AW3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3074.See file dsdata.txt to determine how the superseded data were derived.
 AW3074
 AW3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP350144(NAD 83)
 AW3074_MARKER: DB = BENCH MARK DISK
 AW3074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3074_SP_SET: ABUTMENT
 AW3074_STAMPING: M 663 RESET 1975
 AW3074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3074+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3074
 AW3074  HISTORY     - Date     Condition        Report By
 AW3074  HISTORY     - 1975     MONUMENTED       NGS
 AW3074  HISTORY     - 20040407 GOOD             USPSQD
 AW3074  HISTORY     - 20050515 GOOD             USPSQD
 AW3074
 AW3074                          STATION DESCRIPTION
 AW3074
 AW3074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AW3074'0.8 MI E FROM LIBERTY.
 AW3074'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3074'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 9.65 MILES SOUTHEAST
 AW3074'ALONG FARM ROAD 563, ACROSS THE ROAD FROM THE SHILOH BAPTIST CHURCH,
 AW3074'13 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE WEST
 AW3074'END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE, 192 FEET NORTH OF THE
 AW3074'ROAD EXTENDED CENTER LINE OF FARM ROAD 770, AND ABOUT LEVEL WITH THE
 AW3074'ROAD.
 AW3074
 AW3074                          STATION RECOVERY (2004)
 AW3074
 AW3074'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3074'RECOVERED IN GOOD CONDITION.
 AW3074
 AW3074                          STATION RECOVERY (2005)
 AW3074
 AW3074'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0704 ***********************************************************************
 AW0704  DESIGNATION -  M 664
 AW0704  PID         -  AW0704
 AW0704  STATE/COUNTY-  TX/HARRIS
 AW0704  USGS QUAD   -  CROSBY (1982)
 AW0704
 AW0704                         *CURRENT SURVEY CONTROL
 AW0704  ___________________________________________________________________
 AW0704* NAD 83(1986)-  29 57 32.     (N)    095 00 13.     (W)     SCALED    
 AW0704* NAVD 88     -        16.593  (meters)      54.44   (feet)  ADJUSTED  
 AW0704  ___________________________________________________________________
 AW0704  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW0704  DYNAMIC HT  -          16.570 (meters)      54.36  (feet)  COMP
 AW0704  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 AW0704  OBS GRAVITY -     979,303.0   (mgal)                       GRAV_OBS
 AW0704
 AW0704  VERT ORDER  -  FIRST     CLASS II
 AW0704
 AW0704.The horizontal coordinates were scaled from a topographic map and have
 AW0704.an estimated accuracy of +/- 6 seconds.
 AW0704
 AW0704.The orthometric height was determined by differential leveling
 AW0704.and adjusted by the National Geodetic Survey in June 1991..
 AW0704
 AW0704.The geoid height was determined by GEOID03.
 AW0704
 AW0704.The dynamic height is computed by dividing the NAVD 88
 AW0704.geopotential number by the normal gravity value computed on the
 AW0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0704.degrees latitude (g = 980.6199 gals.).
 AW0704
 AW0704.The modeled gravity was interpolated from observed gravity values.
 AW0704.The observed gravity was obtained from relative gravimeter ties
 AW0704.to the IGSN71 gravity network.
 AW0704
 AW0704;                    North         East    Units  Estimated Accuracy
 AW0704;SPC TXSC     - 4,242,160.      985,650.      MT  (+/- 180 meters Scaled)
 AW0704
 AW0704                          SUPERSEDED SURVEY CONTROL
 AW0704
 AW0704  NGVD 29 (12/23/87)   16.593  (m)           54.44   (f) ADJUSTED    1 2
 AW0704
 AW0704.Superseded values are not recommended for survey control.
 AW0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0704.See file dsdata.txt to determine how the superseded data were derived.
 AW0704
 AW0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP066159(NAD 83)
 AW0704_MARKER: DB = BENCH MARK DISK
 AW0704_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0704_SP_SET: CULVERT
 AW0704_STAMPING: M 664 1942
 AW0704_MARK LOGO: CGS   
 AW0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0704+STABILITY: SURFACE MOTION
 AW0704
 AW0704  HISTORY     - Date     Condition        Report By
 AW0704  HISTORY     - 1942     MONUMENTED       CGS
 AW0704  HISTORY     - 1972     GOOD             NGS
 AW0704  HISTORY     - 1978     GOOD             NGS
 AW0704  HISTORY     - 1987     GOOD             USPSQD
 AW0704  HISTORY     - 1987     GOOD             NGS
 AW0704  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0704  HISTORY     - 19941213 MARK NOT FOUND   USPSQD
 AW0704
 AW0704                          STATION DESCRIPTION
 AW0704
 AW0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0704'5.15 MI NE FROM CROSBY.
 AW0704'ABOUT 5.15 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AW0704'THE CROSSING OF MAIN STREET, ABOUT 47 YARDS SOUTHEAST OF THE TRACK AND
 AW0704'ACROSS HIGHWAY 90, ABOUT 44 YARDS SOUTH AND ACROSS US HIGHWAY 90 FROM
 AW0704'THE FIRST TELEGRAPH POLE SOUTHWEST OF MILE POST NO. 336, SET IN THE
 AW0704'TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEADWALL TO A 24-INCH PIPE
 AW0704'UNDER A DRIVE SOUTHEAST INTO A PASTURE, 45 FEET SOUTHEAST OF THE
 AW0704'CENTER LINE OF THE HIGHWAY, 9 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 AW0704'THE DRIVE, ABOUT LEVEL WITH THE HIGHWAY AND 4 FEET BELOW THE LEVEL OF
 AW0704'THE TRACK.
 AW0704
 AW0704                          STATION RECOVERY (1978)
 AW0704
 AW0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0704'RECOVERED IN GOOD CONDITION.
 AW0704
 AW0704                          STATION RECOVERY (1987)
 AW0704
 AW0704'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0704'RECOVERED IN GOOD CONDITION.
 AW0704
 AW0704                          STATION RECOVERY (1987)
 AW0704
 AW0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0704'RECOVERED IN GOOD CONDITION.
 AW0704
 AW0704                          STATION RECOVERY (1990)
 AW0704
 AW0704'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW0704'MARK NOT FOUND.
 AW0704
 AW0704                          STATION RECOVERY (1994)
 AW0704
 AW0704'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3408 ***********************************************************************
 AW3408  DESIGNATION -  M 666
 AW3408  PID         -  AW3408
 AW3408  STATE/COUNTY-  TX/HARRIS
 AW3408  USGS QUAD   -  HARMASTON (1982)
 AW3408
 AW3408                         *CURRENT SURVEY CONTROL
 AW3408  ___________________________________________________________________
 AW3408* NAD 83(1986)-  29 56 03.     (N)    095 12 15.     (W)     SCALED    
 AW3408* NAVD 88     -        18.91   (+/-2cm)      62.0    (feet)  VERTCON   
 AW3408  ___________________________________________________________________
 AW3408  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW3408
 AW3408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3408
 AW3408.The horizontal coordinates were scaled from a topographic map and have
 AW3408.an estimated accuracy of +/- 6 seconds.
 AW3408
 AW3408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3408.The vertical order pertains to the NGVD 29 superseded value.
 AW3408
 AW3408.The geoid height was determined by GEOID03.
 AW3408
 AW3408;                    North         East    Units  Estimated Accuracy
 AW3408;SPC TXSC     - 4,238,780.      966,390.      MT  (+/- 180 meters Scaled)
 AW3408
 AW3408                          SUPERSEDED SURVEY CONTROL
 AW3408
 AW3408  NGVD 29 (??/??/92)   18.906  (m)           62.03   (f) ADJ UNCH    2 0
 AW3408
 AW3408.Superseded values are not recommended for survey control.
 AW3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3408.See file dsdata.txt to determine how the superseded data were derived.
 AW3408
 AW3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP872135(NAD 83)
 AW3408_MARKER: DB = BENCH MARK DISK
 AW3408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3408_SP_SET: FOUNDATION
 AW3408_STAMPING: M 666 1942
 AW3408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3408
 AW3408  HISTORY     - Date     Condition        Report By
 AW3408  HISTORY     - 1942     MONUMENTED       CGS
 AW3408  HISTORY     - 1954     MARK NOT FOUND   NGS
 AW3408
 AW3408                          STATION DESCRIPTION
 AW3408
 AW3408'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3408'9.85 MI SW FROM HUFFMAN.
 AW3408'TO REACH FROM THE BEAUMONT SOUR LAKE AND WESTERN RAILROAD STATION AT
 AW3408'HUFFMAN--PROCEED 9.85 MILES SOUTHWESTERLY ALONG THE RAILROAD TO SITE
 AW3408'OF BENCH MARK.  BENCH MARK IS ABOUT 258.0 FEET SOUTHWEST OF MILEPOST
 AW3408'389, AND ABOUT 105.0 FEET NORTHEAST OF THE NORTHEAST END OF A SIDING
 AW3408'AT VICTOR.  IT IS 7.3 FEET NORTHWEST OF AND ABOUT 1.3 FEET ABOVE THE
 AW3408'NORTHWEST RAIL OF TRACK, AND SET HORIZONTALLY IN THE EAST CORNER OF A
 AW3408'CONCRETE FOUNDATION OF SIGNAL TOWER NO. 3889, 2.0 FEET ABOVE THE
 AW3408'GROUND.
 AW3408
 AW3408                          STATION RECOVERY (1954)
 AW3408
 AW3408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AW3408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3424 ***********************************************************************
 AW3424  DESIGNATION -  M 667 RESET 1958
 AW3424  PID         -  AW3424
 AW3424  STATE/COUNTY-  TX/HARRIS
 AW3424  USGS QUAD   -  HARMASTON (1982)
 AW3424
 AW3424                         *CURRENT SURVEY CONTROL
 AW3424  ___________________________________________________________________
 AW3424* NAD 83(1986)-  29 56 04.     (N)    095 14 43.     (W)     SCALED    
 AW3424* NAVD 88     -        18.84   (+/-2cm)      61.8    (feet)  VERTCON   
 AW3424  ___________________________________________________________________
 AW3424  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW3424
 AW3424  VERT ORDER  -  THIRD (See Below)
 AW3424
 AW3424.The horizontal coordinates were scaled from a topographic map and have
 AW3424.an estimated accuracy of +/- 6 seconds.
 AW3424
 AW3424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3424.The vertical order pertains to the NGVD 29 superseded value.
 AW3424
 AW3424.The geoid height was determined by GEOID03.
 AW3424
 AW3424;                    North         East    Units  Estimated Accuracy
 AW3424;SPC TXSC     - 4,238,680.      962,430.      MT  (+/- 180 meters Scaled)
 AW3424
 AW3424                          SUPERSEDED SURVEY CONTROL
 AW3424
 AW3424  NGVD 29 (01/29/03)   18.83   (m)           61.8    (f) RESET       3  
 AW3424
 AW3424.Superseded values are not recommended for survey control.
 AW3424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3424.See file dsdata.txt to determine how the superseded data were derived.
 AW3424
 AW3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP832136(NAD 83)
 AW3424_MARKER: DB = BENCH MARK DISK
 AW3424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3424_STAMPING: M 667 RESET 1958
 AW3424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3424+STABILITY: SURFACE MOTION
 AW3424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3424+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AW3424
 AW3424  HISTORY     - Date     Condition        Report By
 AW3424  HISTORY     - 1958     MONUMENTED       LOCENG
 AW3424  HISTORY     - 20040330 GOOD             USPSQD
 AW3424
 AW3424                          STATION DESCRIPTION
 AW3424
 AW3424'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 AW3424'7.5 MI E FROM ALDINE.
 AW3424'0.20 MILE SOUTH ALONG FARM ROAD 525 FROM THE OLD HIGH SCHOOL AT
 AW3424'ALDINE, THENCE 3.35 MILES EAST ALONG FARM ROAD 525, THENCE 0.4 MILE
 AW3424'EAST ALONG ALDINE-BENDER ROAD, THENCE 0.8 MILE NORTHEAST ALONG OLD
 AW3424'HUMBLE ROAD, THENCE 2.65 MILES EAST ALONG NORTH BELT DRIVE.  0.2 MILE
 AW3424'EAST OF A FENCE LEADING SOUTH, 90 FEET WEST OF THE CENTERLINE OF A
 AW3424'PASTURE ROAD, 0.9 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY LINE OF NORTH
 AW3424'BELT DRIVE, 2.8 FEET WEST OF A 4 X 4 INCH WOOD POST, AND SET IN THE
 AW3424'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 AW3424
 AW3424                          STATION RECOVERY (2004)
 AW3424
 AW3424'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3376 ***********************************************************************
 AW3376  DESIGNATION -  M 668
 AW3376  PID         -  AW3376
 AW3376  STATE/COUNTY-  TX/FORT BEND
 AW3376  USGS QUAD   -  ALMEDA (1995)
 AW3376
 AW3376                         *CURRENT SURVEY CONTROL
 AW3376  ___________________________________________________________________
 AW3376* NAD 83(1986)-  29 32 23.     (N)    095 26 53.     (W)     SCALED    
 AW3376* NAVD 88     -        22.97   (+/-2cm)      75.4    (feet)  VERTCON   
 AW3376  ___________________________________________________________________
 AW3376  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3376
 AW3376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3376
 AW3376.The horizontal coordinates were scaled from a topographic map and have
 AW3376.an estimated accuracy of +/- 6 seconds.
 AW3376
 AW3376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3376.The vertical order pertains to the NGVD 29 superseded value.
 AW3376
 AW3376.The geoid height was determined by GEOID03.
 AW3376
 AW3376;                    North         East    Units  Estimated Accuracy
 AW3376;SPC TXSC     - 4,194,340.      944,190.      MT  (+/- 180 meters Scaled)
 AW3376
 AW3376                          SUPERSEDED SURVEY CONTROL
 AW3376
 AW3376  NGVD 29 (??/??/92)   22.969  (m)           75.36   (f) ADJ UNCH    2 0
 AW3376
 AW3376.Superseded values are not recommended for survey control.
 AW3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3376.See file dsdata.txt to determine how the superseded data were derived.
 AW3376
 AW3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN627702(NAD 83)
 AW3376_MARKER: DB = BENCH MARK DISK
 AW3376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3376_SP_SET: CULVERT
 AW3376_STAMPING: M 668 1942
 AW3376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3376
 AW3376  HISTORY     - Date     Condition        Report By
 AW3376  HISTORY     - 1942     MONUMENTED       CGS
 AW3376  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW3376
 AW3376                          STATION DESCRIPTION
 AW3376
 AW3376'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3376'2.3 MI N FROM ARCOLA.
 AW3376'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 6 AND NO. 288 AT
 AW3376'ARCOLA-- PROCEED 2.3 MILES NORTHERLY ALONG STATE HIGHWAY NO. 288 TO
 AW3376'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF A GROCERY
 AW3376'STORE AT THE VILLAGE OF FRESNO, AND 22.2 FEET EAST OF AND ABOUT 0.5
 AW3376'FOOT ABOVE THE CENTERLINE OF HIGHWAY.  IT IS 12.0 FEET SOUTH OF AND
 AW3376'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF A DIRT SIDE ROAD LEADING EAST,
 AW3376'AND SET HORIZONTALLY IN THE WEST END OF THE SOUTH HEADWALL OF A LARGE
 AW3376'CONCRETE ROAD CULVERT.
 AW3376
 AW3376                          STATION RECOVERY (1994)
 AW3376
 AW3376'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2037 ***********************************************************************
 AW2037  DESIGNATION -  M 668 RESET
 AW2037  PID         -  AW2037
 AW2037  STATE/COUNTY-  TX/FORT BEND
 AW2037  USGS QUAD   -  ALMEDA (1995)
 AW2037
 AW2037                         *CURRENT SURVEY CONTROL
 AW2037  ___________________________________________________________________
 AW2037* NAD 83(1986)-  29 32 23.     (N)    095 26 54.     (W)     SCALED    
 AW2037* NAVD 88     -        21.548  (meters)      70.70   (feet)  ADJUSTED  
 AW2037  ___________________________________________________________________
 AW2037  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2037  DYNAMIC HT  -          21.519 (meters)      70.60  (feet)  COMP
 AW2037  MODELED GRAV-     979,268.7   (mgal)                       NAVD 88
 AW2037
 AW2037  VERT ORDER  -  FIRST     CLASS II
 AW2037
 AW2037.The horizontal coordinates were scaled from a topographic map and have
 AW2037.an estimated accuracy of +/- 6 seconds.
 AW2037
 AW2037.The orthometric height was determined by differential leveling
 AW2037.and adjusted by the National Geodetic Survey in June 1991..
 AW2037
 AW2037.The geoid height was determined by GEOID03.
 AW2037
 AW2037.The dynamic height is computed by dividing the NAVD 88
 AW2037.geopotential number by the normal gravity value computed on the
 AW2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2037.degrees latitude (g = 980.6199 gals.).
 AW2037
 AW2037.The modeled gravity was interpolated from observed gravity values.
 AW2037
 AW2037;                    North         East    Units  Estimated Accuracy
 AW2037;SPC TXSC     - 4,194,340.      944,160.      MT  (+/- 180 meters Scaled)
 AW2037
 AW2037                          SUPERSEDED SURVEY CONTROL
 AW2037
 AW2037  NGVD 29 (12/23/87)   21.544  (m)           70.68   (f) ADJUSTED    1 2
 AW2037
 AW2037.Superseded values are not recommended for survey control.
 AW2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2037.See file dsdata.txt to determine how the superseded data were derived.
 AW2037
 AW2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN627702(NAD 83)
 AW2037_MARKER: DB = BENCH MARK DISK
 AW2037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2037_SP_SET: HEADWALL
 AW2037_STAMPING: M 668 RESET 1948
 AW2037_MARK LOGO: TXHD  
 AW2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2037+STABILITY: SURFACE MOTION
 AW2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2037+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2037
 AW2037  HISTORY     - Date     Condition        Report By
 AW2037  HISTORY     - 1948     MONUMENTED       TXHD
 AW2037  HISTORY     - 1973     GOOD             NGS
 AW2037  HISTORY     - 1978     GOOD             NGS
 AW2037  HISTORY     - 1987     GOOD             NGS
 AW2037  HISTORY     - 1988     GOOD             USPSQD
 AW2037  HISTORY     - 1988     GOOD             USPSQD
 AW2037  HISTORY     - 1989     GOOD             USPSQD
 AW2037  HISTORY     - 1989     GOOD             USPSQD
 AW2037  HISTORY     - 1989     GOOD             USPSQD
 AW2037  HISTORY     - 19900805 GOOD             USPSQD
 AW2037  HISTORY     - 19901208 GOOD             USPSQD
 AW2037  HISTORY     - 19941022 GOOD             USPSQD
 AW2037  HISTORY     - 19991120 GOOD             USPSQD
 AW2037  HISTORY     - 20040216 GOOD             USPSQD
 AW2037  HISTORY     - 20050217 GOOD             USPSQD
 AW2037
 AW2037                          STATION DESCRIPTION
 AW2037
 AW2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2037'2.35 MI N FROM ARCOLA.
 AW2037'2.35 MILES NORTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION OF
 AW2037'STATE HIGHWAY 6 AT ARCOLA, 0.4 MILE SOUTH OF THE CROSSING OF AMERICAN
 AW2037'CANAL, AT FRESNO, AT THE JUNCTION OF DALLAS ROAD EAST, IN THE TOP AND
 AW2037'1.8 FEET EAST OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF AN
 AW2037'18-INCH PIPE CULVERT UNDER THE ROAD, 39 FEET EAST OF THE CENTER LINE
 AW2037'OF THE HIGHWAY, 13 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 AW2037'ABOUT LEVEL WITH THE HIGHWAY AND ROAD.
 AW2037
 AW2037                          STATION RECOVERY (1978)
 AW2037
 AW2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2037'RECOVERED IN GOOD CONDITION.
 AW2037
 AW2037                          STATION RECOVERY (1987)
 AW2037
 AW2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2037'RECOVERED IN GOOD CONDITION.
 AW2037
 AW2037                          STATION RECOVERY (1988)
 AW2037
 AW2037'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2037'RECOVERED IN GOOD CONDITION.
 AW2037
 AW2037                          STATION RECOVERY (1988)
 AW2037
 AW2037'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2037'RECOVERED IN GOOD CONDITION.
 AW2037
 AW2037                          STATION RECOVERY (1989)
 AW2037
 AW2037'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2037'RECOVERED IN GOOD CONDITION.
 AW2037
 AW2037                          STATION RECOVERY (1989)
 AW2037
 AW2037'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2037'RECOVERED IN GOOD CONDITION.
 AW2037
 AW2037                          STATION RECOVERY (1989)
 AW2037
 AW2037'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2037'RECOVERED IN GOOD CONDITION.
 AW2037
 AW2037                          STATION RECOVERY (1990)
 AW2037
 AW2037'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2037'RECOVERED IN GOOD CONDITION.
 AW2037
 AW2037                          STATION RECOVERY (1990)
 AW2037
 AW2037'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2037'RECOVERED IN GOOD CONDITION.
 AW2037
 AW2037                          STATION RECOVERY (1994)
 AW2037
 AW2037'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2037'RECOVERED IN GOOD CONDITION.
 AW2037
 AW2037                          STATION RECOVERY (1999)
 AW2037
 AW2037'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2037'RECOVERED IN GOOD CONDITION.
 AW2037
 AW2037                          STATION RECOVERY (2004)
 AW2037
 AW2037'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2037'GO TO N 29 30 23.4  W 095 26 53.3
 AW2037
 AW2037                          STATION RECOVERY (2005)
 AW2037
 AW2037'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0585 ***********************************************************************
 DO0585  DESIGNATION -  M 67
 DO0585  PID         -  DO0585
 DO0585  STATE/COUNTY-  TX/FOARD
 DO0585  USGS QUAD   -  CROWELL (1966)
 DO0585
 DO0585                         *CURRENT SURVEY CONTROL
 DO0585  ___________________________________________________________________
 DO0585* NAD 83(1986)-  33 59 01.     (N)    099 43 26.     (W)     SCALED    
 DO0585* NAVD 88     -       449.913  (meters)    1476.09   (feet)  ADJUSTED  
 DO0585  ___________________________________________________________________
 DO0585  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DO0585  DYNAMIC HT  -         449.395 (meters)    1474.39  (feet)  COMP
 DO0585  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 DO0585
 DO0585  VERT ORDER  -  FIRST     CLASS II
 DO0585
 DO0585.The horizontal coordinates were scaled from a topographic map and have
 DO0585.an estimated accuracy of +/- 6 seconds.
 DO0585
 DO0585.The orthometric height was determined by differential leveling
 DO0585.and adjusted by the National Geodetic Survey in June 1991..
 DO0585
 DO0585.The geoid height was determined by GEOID03.
 DO0585
 DO0585.The dynamic height is computed by dividing the NAVD 88
 DO0585.geopotential number by the normal gravity value computed on the
 DO0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0585.degrees latitude (g = 980.6199 gals.).
 DO0585
 DO0585.The modeled gravity was interpolated from observed gravity values.
 DO0585
 DO0585;                    North         East    Units  Estimated Accuracy
 DO0585;SPC TXNC     - 2,257,600.      486,910.      MT  (+/- 180 meters Scaled)
 DO0585
 DO0585                          SUPERSEDED SURVEY CONTROL
 DO0585
 DO0585  NGVD 29 (??/??/92)  449.755  (m)         1475.57   (f) ADJ UNCH    1 2
 DO0585
 DO0585.Superseded values are not recommended for survey control.
 DO0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0585.See file dsdata.txt to determine how the superseded data were derived.
 DO0585
 DO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC331605(NAD 83)
 DO0585_MARKER: DD = SURVEY DISK
 DO0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0585_SP_SET: BUILDING
 DO0585_STAMPING: 1475.571 M 67 1925
 DO0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0585
 DO0585  HISTORY     - Date     Condition        Report By
 DO0585  HISTORY     - 1925     MONUMENTED       USGS
 DO0585  HISTORY     - 1958     GOOD             NGS
 DO0585
 DO0585                          STATION DESCRIPTION
 DO0585
 DO0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0585'IN CROWELL.
 DO0585'AT CROWELL, FOARD COUNTY, AT THE COUNTY COURTHOUSE, IN THE EAST SIDE
 DO0585'OF THE NORTH ENTRANCE, 18 FEET SOUTH OF THE ENTRANCE, 10 FEET NORTH OF
 DO0585'THE MAIN WALL, AND 4.3 FEET FROM THE NORTH EDGE OF THE ENTRANCE TO THE
 DO0585'BASEMENT.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1475.571 M
 DO0585'67 1925 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1033 ***********************************************************************
 AB1033  DESIGNATION -  M 670
 AB1033  PID         -  AB1033
 AB1033  STATE/COUNTY-  TX/KENEDY
 AB1033  USGS QUAD   -  ROSITA LAKE (1975)
 AB1033
 AB1033                         *CURRENT SURVEY CONTROL
 AB1033  ___________________________________________________________________
 AB1033* NAD 83(1986)-  26 43 05.     (N)    097 39 22.     (W)     SCALED    
 AB1033* NAVD 88     -         4.340  (meters)      14.24   (feet)  ADJUSTED  
 AB1033  ___________________________________________________________________
 AB1033  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AB1033  DYNAMIC HT  -           4.333 (meters)      14.22  (feet)  COMP
 AB1033  MODELED GRAV-     979,071.2   (mgal)                       NAVD 88
 AB1033
 AB1033  VERT ORDER  -  SECOND    CLASS 0
 AB1033
 AB1033.The horizontal coordinates were scaled from a topographic map and have
 AB1033.an estimated accuracy of +/- 6 seconds.
 AB1033
 AB1033.The orthometric height was determined by differential leveling
 AB1033.and adjusted by the National Geodetic Survey in June 1991..
 AB1033
 AB1033.The geoid height was determined by GEOID03.
 AB1033
 AB1033.The dynamic height is computed by dividing the NAVD 88
 AB1033.geopotential number by the normal gravity value computed on the
 AB1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1033.degrees latitude (g = 980.6199 gals.).
 AB1033
 AB1033.The modeled gravity was interpolated from observed gravity values.
 AB1033
 AB1033;                    North         East    Units  Estimated Accuracy
 AB1033;SPC TX S     - 5,116,770.      383,960.      MT  (+/- 180 meters Scaled)
 AB1033
 AB1033                          SUPERSEDED SURVEY CONTROL
 AB1033
 AB1033  NGVD 29 (??/??/92)    4.420  (m)           14.50   (f) ADJ UNCH    2 0
 AB1033
 AB1033.Superseded values are not recommended for survey control.
 AB1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1033.See file dsdata.txt to determine how the superseded data were derived.
 AB1033
 AB1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ336559(NAD 83)
 AB1033_MARKER: DB = BENCH MARK DISK
 AB1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1033_STAMPING: M 670 1942
 AB1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1033+STABILITY: SURFACE MOTION
 AB1033
 AB1033  HISTORY     - Date     Condition        Report By
 AB1033  HISTORY     - 1942     MONUMENTED       CGS
 AB1033  HISTORY     - 1956     GOOD             USGS
 AB1033
 AB1033                          STATION DESCRIPTION
 AB1033
 AB1033'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1033'4.5 MI SE FROM NORIAS RANCH.
 AB1033'FROM NORIAS RANCH PROCEED 1.1 MILE SOUTHEAST ALONG HARD SURFACE ROAD
 AB1033'TO A GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 2.9 MILES ALONG TRACK
 AB1033'ROAD, 12 FEET EAST OF CENTERLINE ROAD, AND SET IN THE TOP OF A
 AB1033'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0504 ***********************************************************************
 AB0504  DESIGNATION -  M 671
 AB0504  PID         -  AB0504
 AB0504  STATE/COUNTY-  TX/WILLACY
 AB0504  USGS QUAD   -  WILLAMAR (1982)
 AB0504
 AB0504                         *CURRENT SURVEY CONTROL
 AB0504  ___________________________________________________________________
 AB0504* NAD 83(1986)-  26 28 51.     (N)    097 37 09.     (W)     SCALED    
 AB0504* NAVD 88     -         6.567  (meters)      21.55   (feet)  ADJUSTED  
 AB0504  ___________________________________________________________________
 AB0504  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AB0504  DYNAMIC HT  -           6.557 (meters)      21.51  (feet)  COMP
 AB0504  MODELED GRAV-     979,058.3   (mgal)                       NAVD 88
 AB0504
 AB0504  VERT ORDER  -  SECOND    CLASS 0
 AB0504
 AB0504.The horizontal coordinates were scaled from a topographic map and have
 AB0504.an estimated accuracy of +/- 6 seconds.
 AB0504
 AB0504.The orthometric height was determined by differential leveling
 AB0504.and adjusted by the National Geodetic Survey in June 1991..
 AB0504
 AB0504.The geoid height was determined by GEOID03.
 AB0504
 AB0504.The dynamic height is computed by dividing the NAVD 88
 AB0504.geopotential number by the normal gravity value computed on the
 AB0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0504.degrees latitude (g = 980.6199 gals.).
 AB0504
 AB0504.The modeled gravity was interpolated from observed gravity values.
 AB0504
 AB0504;                    North         East    Units  Estimated Accuracy
 AB0504;SPC TX S     - 5,090,510.      387,820.      MT  (+/- 180 meters Scaled)
 AB0504
 AB0504                          SUPERSEDED SURVEY CONTROL
 AB0504
 AB0504  NGVD 29 (??/??/92)    6.635  (m)           21.77   (f) ADJ UNCH    2 0
 AB0504
 AB0504.Superseded values are not recommended for survey control.
 AB0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0504.See file dsdata.txt to determine how the superseded data were derived.
 AB0504
 AB0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ376296(NAD 83)
 AB0504_MARKER: DB = BENCH MARK DISK
 AB0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0504_STAMPING: M 671 1942
 AB0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0504+STABILITY: SURFACE MOTION
 AB0504
 AB0504  HISTORY     - Date     Condition        Report By
 AB0504  HISTORY     - 1942     MONUMENTED       CGS
 AB0504
 AB0504                          STATION DESCRIPTION
 AB0504
 AB0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0504'10.0 MI E FROM RAYMONDVILLE.
 AB0504'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0504'PROCEED EASTERLY ON STATE HIGHWAY NO. 186 AND GO 8.7 MILES TO THE
 AB0504'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EAST ON PAVED ROAD
 AB0504'1.3 MILES TO THE END OF THE PAVEMENT AT THE INTERSECTION OF THE ROAD
 AB0504'TO WILLAMAR AND SITE OF BENCH MARK.  BENCH MARK IS 87.0 FEET EAST OF
 AB0504'THE CENTERLINE OF THE NORTH-SOUTH ROAD EXTENDED, 33.0 FEET NORTH OF
 AB0504'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE EAST-WEST ROAD,
 AB0504'12.0 FEET EAST OF A GATE POST, 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN
 AB0504'MARKER POST AND 1.0 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  MONUMENT
 AB0504'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0505 ***********************************************************************
 AB0505  DESIGNATION -  M 671 RESET 1949
 AB0505  PID         -  AB0505
 AB0505  STATE/COUNTY-  TX/WILLACY
 AB0505  USGS QUAD   -  WILLAMAR (1982)
 AB0505
 AB0505                         *CURRENT SURVEY CONTROL
 AB0505  ___________________________________________________________________
 AB0505* NAD 83(1986)-  26 28 51.     (N)    097 37 09.     (W)     SCALED    
 AB0505* NAVD 88     -         6.58   (meters)      21.6    (feet)  RESET     
 AB0505  ___________________________________________________________________
 AB0505  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AB0505
 AB0505  VERT ORDER  -  THIRD
 AB0505
 AB0505.The horizontal coordinates were scaled from a topographic map and have
 AB0505.an estimated accuracy of +/- 6 seconds.
 AB0505
 AB0505.The orthometric height was computed from unverified reset data.
 AB0505
 AB0505.The geoid height was determined by GEOID03.
 AB0505
 AB0505;                    North         East    Units  Estimated Accuracy
 AB0505;SPC TX S     - 5,090,510.      387,820.      MT  (+/- 180 meters Scaled)
 AB0505
 AB0505                          SUPERSEDED SURVEY CONTROL
 AB0505
 AB0505.No superseded survey control is available for this station.
 AB0505
 AB0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ376296(NAD 83)
 AB0505_MARKER: DB = BENCH MARK DISK
 AB0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0505_STAMPING: M 671 1942 RESET 1949
 AB0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0505+STABILITY: SURFACE MOTION
 AB0505
 AB0505  HISTORY     - Date     Condition        Report By
 AB0505  HISTORY     - 1949     MONUMENTED       TXHD
 AB0505  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0505
 AB0505                          STATION DESCRIPTION
 AB0505
 AB0505'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AB0505'10.0 MI E FROM RAYMONDVILLE.
 AB0505'8.7 MILES EAST ALONG STATE HIGHWAY 186 FROM THE MISSOURI PACIFIC
 AB0505'RAILROAD STATION AT RAYMONDVILLE, THENCE 1.3 MILES EAST ALONG A PAVED
 AB0505'ROAD FROM THE JUNCTION OF THE ROAD LEADING TO SAN PERLITA.  AT THE
 AB0505'JUNCTION OF A ROAD LEADING TO WILLAMAR, 55 FEET EAST OF A PROLONGATION
 AB0505'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 39 FEET NORTH OF AND ABOUT
 AB0505'LEVEL WITH THE CENTER LINE OF THE EAST-WEST ROAD, 1.5 FEET SOUTH OF A
 AB0505'METAL GATE, 5 FEET WEST OF THE EAST END OF THE GATE, 16 FEET EAST OF A
 AB0505'POWER POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 AB0505'ABOVE GROUND.
 AB0505
 AB0505                          STATION RECOVERY (1987)
 AB0505
 AB0505'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1017 ***********************************************************************
 AB1017  DESIGNATION -  M 672
 AB1017  PID         -  AB1017
 AB1017  STATE/COUNTY-  TX/KENEDY
 AB1017  USGS QUAD   -  ARMSTRONG (1982)
 AB1017
 AB1017                         *CURRENT SURVEY CONTROL
 AB1017  ___________________________________________________________________
 AB1017* NAD 83(1986)-  26 55 50.     (N)    097 46 37.     (W)     SCALED    
 AB1017* NAVD 88     -         7.636  (meters)      25.05   (feet)  ADJUSTED  
 AB1017  ___________________________________________________________________
 AB1017  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AB1017  DYNAMIC HT  -           7.624 (meters)      25.01  (feet)  COMP
 AB1017  MODELED GRAV-     979,077.2   (mgal)                       NAVD 88
 AB1017
 AB1017  VERT ORDER  -  FIRST     CLASS II
 AB1017
 AB1017.The horizontal coordinates were scaled from a topographic map and have
 AB1017.an estimated accuracy of +/- 6 seconds.
 AB1017
 AB1017.The orthometric height was determined by differential leveling
 AB1017.and adjusted by the National Geodetic Survey in June 1991..
 AB1017
 AB1017.The geoid height was determined by GEOID03.
 AB1017
 AB1017.The dynamic height is computed by dividing the NAVD 88
 AB1017.geopotential number by the normal gravity value computed on the
 AB1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1017.degrees latitude (g = 980.6199 gals.).
 AB1017
 AB1017.The modeled gravity was interpolated from observed gravity values.
 AB1017
 AB1017;                    North         East    Units  Estimated Accuracy
 AB1017;SPC TX S     - 5,140,230.      371,800.      MT  (+/- 180 meters Scaled)
 AB1017
 AB1017                          SUPERSEDED SURVEY CONTROL
 AB1017
 AB1017  NGVD 29 (??/??/92)    7.72   (m)           25.3    (f) COMPUTED    1 2
 AB1017
 AB1017.Superseded values are not recommended for survey control.
 AB1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1017.See file dsdata.txt to determine how the superseded data were derived.
 AB1017
 AB1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ214793(NAD 83)
 AB1017_MARKER: DB = BENCH MARK DISK
 AB1017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB1017_SP_SET: CATTLEGUARD
 AB1017_STAMPING: M 672 1942
 AB1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1017
 AB1017  HISTORY     - Date     Condition        Report By
 AB1017  HISTORY     - 1942     MONUMENTED       CGS
 AB1017  HISTORY     - 1951     GOOD             NGS
 AB1017
 AB1017                          STATION DESCRIPTION
 AB1017
 AB1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1017'1.0 MI E FROM ARMSTRONG.
 AB1017'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG,
 AB1017'PROCEED EASTERLY ON ROAD TO THE ARMSTRONG RANCH HEADQUARTERS, AND GO
 AB1017'ABOUT ONE MILE TO A CONCRETE CATTLE GUARD AND SITE OF BENCH MARK.
 AB1017'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE SOUTHWEST CORNER OF THE
 AB1017'CATTLE GUARD, IT IS 6.0 FEET SOUTH OF AND ABOUT SAME ELEVATION AS THE
 AB1017'CENTERLINE OF THE ROAD.  0.4 FOOT NORTH OF THE SOUTH HEADWALL.
 AB1017
 AB1017                          STATION RECOVERY (1951)
 AB1017
 AB1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0994 ***********************************************************************
 AB0994  DESIGNATION -  M 673
 AB0994  PID         -  AB0994
 AB0994  STATE/COUNTY-  TX/WILLACY
 AB0994  USGS QUAD   -  YTURRIA (1982)
 AB0994
 AB0994                         *CURRENT SURVEY CONTROL
 AB0994  ___________________________________________________________________
 AB0994* NAD 83(1986)-  26 35 52.     (N)    097 46 00.     (W)     SCALED    
 AB0994* NAVD 88     -         9.364  (meters)      30.72   (feet)  ADJUSTED  
 AB0994  ___________________________________________________________________
 AB0994  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AB0994  DYNAMIC HT  -           9.349 (meters)      30.67  (feet)  COMP
 AB0994  MODELED GRAV-     979,055.6   (mgal)                       NAVD 88
 AB0994
 AB0994  VERT ORDER  -  FIRST     CLASS II
 AB0994
 AB0994.The horizontal coordinates were scaled from a topographic map and have
 AB0994.an estimated accuracy of +/- 6 seconds.
 AB0994
 AB0994.The orthometric height was determined by differential leveling
 AB0994.and adjusted by the National Geodetic Survey in June 1991..
 AB0994.WARNING-Repeat measurements at this control monument indicate possible
 AB0994.vertical movement.
 AB0994
 AB0994.The geoid height was determined by GEOID03.
 AB0994
 AB0994.The dynamic height is computed by dividing the NAVD 88
 AB0994.geopotential number by the normal gravity value computed on the
 AB0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0994.degrees latitude (g = 980.6199 gals.).
 AB0994
 AB0994.The modeled gravity was interpolated from observed gravity values.
 AB0994
 AB0994;                    North         East    Units  Estimated Accuracy
 AB0994;SPC TX S     - 5,103,370.      373,040.      MT  (+/- 180 meters Scaled)
 AB0994
 AB0994                          SUPERSEDED SURVEY CONTROL
 AB0994
 AB0994  NGVD 29 (??/??/92)    9.451  (m)           31.01   (f) ADJ UNCH    1 2
 AB0994
 AB0994.Superseded values are not recommended for survey control.
 AB0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0994.See file dsdata.txt to determine how the superseded data were derived.
 AB0994
 AB0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ228424(NAD 83)
 AB0994_MARKER: DB = BENCH MARK DISK
 AB0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0994_STAMPING: M 673 1942
 AB0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0994+STABILITY: SURFACE MOTION
 AB0994
 AB0994  HISTORY     - Date     Condition        Report By
 AB0994  HISTORY     - 1942     MONUMENTED       CGS
 AB0994  HISTORY     - 1951     GOOD             NGS
 AB0994  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0994  HISTORY     - 1988     GOOD             USPSQD
 AB0994  HISTORY     - 1988     GOOD             USPSQD
 AB0994
 AB0994                          STATION DESCRIPTION
 AB0994
 AB0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0994'8.0 MI N FROM RAYMONDVILLE.
 AB0994'8.0 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0994'FROM THE STATION AT RAYMONDVILLE, AT THE WILLACY - KENEDY COUNTY LINE,
 AB0994'47.4 FEET EAST OF THE EAST RAIL, 40 FEET WEST OF THE CENTER LINE OF
 AB0994'U.S. HIGHWAY 77, 36 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD
 AB0994'LEADING WEST, 3 FEET SOUTH OF A CONCRETE COUNTY LINE MARKER POST, 1
 AB0994'FOOT EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 AB0994'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND. NOTE--
 AB0994'NOW THE SOUTHERN PACIFIC LINES.
 AB0994
 AB0994                          STATION RECOVERY (1981)
 AB0994
 AB0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0994'NOT RECOVERED, PROBABLY DESTROYED.
 AB0994
 AB0994                          STATION RECOVERY (1988)
 AB0994
 AB0994'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0994'RECOVERED IN GOOD CONDITION.
 AB0994
 AB0994                          STATION RECOVERY (1988)
 AB0994
 AB0994'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0525 ***********************************************************************
 AB0525  DESIGNATION -  M 674 RESET 1950
 AB0525  PID         -  AB0525
 AB0525  STATE/COUNTY-  TX/WILLACY
 AB0525  USGS QUAD   -  WILLAMAR SW (1983)
 AB0525
 AB0525                         *CURRENT SURVEY CONTROL
 AB0525  ___________________________________________________________________
 AB0525* NAD 83(1986)-  26 21 27.     (N)    097 43 36.     (W)     SCALED    
 AB0525* NAVD 88     -        10.502  (meters)      34.46   (feet)  ADJUSTED  
 AB0525  ___________________________________________________________________
 AB0525  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AB0525  DYNAMIC HT  -          10.486 (meters)      34.40  (feet)  COMP
 AB0525  MODELED GRAV-     979,044.1   (mgal)                       NAVD 88
 AB0525
 AB0525  VERT ORDER  -  FIRST     CLASS II
 AB0525
 AB0525.The horizontal coordinates were scaled from a topographic map and have
 AB0525.an estimated accuracy of +/- 6 seconds.
 AB0525
 AB0525.The orthometric height was determined by differential leveling
 AB0525.and adjusted by the National Geodetic Survey in June 1991..
 AB0525
 AB0525.The geoid height was determined by GEOID03.
 AB0525
 AB0525.The dynamic height is computed by dividing the NAVD 88
 AB0525.geopotential number by the normal gravity value computed on the
 AB0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0525.degrees latitude (g = 980.6199 gals.).
 AB0525
 AB0525.The modeled gravity was interpolated from observed gravity values.
 AB0525
 AB0525;                    North         East    Units  Estimated Accuracy
 AB0525;SPC TX S     - 5,076,780.      377,190.      MT  (+/- 180 meters Scaled)
 AB0525
 AB0525                          SUPERSEDED SURVEY CONTROL
 AB0525
 AB0525  NGVD 29 (??/??/92)   10.574  (m)           34.69   (f) ADJ UNCH    1 2
 AB0525
 AB0525.Superseded values are not recommended for survey control.
 AB0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0525.See file dsdata.txt to determine how the superseded data were derived.
 AB0525
 AB0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ270159(NAD 83)
 AB0525_MARKER: DB = BENCH MARK DISK
 AB0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0525_STAMPING: M 674 1942 RESET 1950
 AB0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0525+STABILITY: SURFACE MOTION
 AB0525
 AB0525  HISTORY     - Date     Condition        Report By
 AB0525  HISTORY     - 1950     MONUMENTED       CGS
 AB0525  HISTORY     - 1951     GOOD             NGS
 AB0525  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0525
 AB0525                          STATION DESCRIPTION
 AB0525
 AB0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0525'4.8 MI NE FROM SEBASTIAN.
 AB0525'0.9 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0525'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 3.9 MILES EAST ALONG
 AB0525'FARM ROAD 1018, 156 FEET EAST OF A FENCE CORNER, 36 FEET NORTH OF THE
 AB0525'CENTER LINE OF THE ROAD, 6 FEET EAST OF A POWER POLE, 2 FEET WEST OF A
 AB0525'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AB0525'FOOT ABOVE THE GROUND.
 AB0525
 AB0525                          STATION RECOVERY (1987)
 AB0525
 AB0525'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0630 ***********************************************************************
 AB0630  DESIGNATION -  M 675
 AB0630  PID         -  AB0630
 AB0630  STATE/COUNTY-  TX/CAMERON
 AB0630  USGS QUAD   -  PASO REAL (1980)
 AB0630
 AB0630                         *CURRENT SURVEY CONTROL
 AB0630  ___________________________________________________________________
 AB0630* NAD 83(1986)-  26 16 02.     (N)    097 30 33.     (W)     SCALED    
 AB0630* NAVD 88     -         3.943  (meters)      12.94   (feet)  ADJUSTED  
 AB0630  ___________________________________________________________________
 AB0630  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 AB0630  DYNAMIC HT  -           3.936 (meters)      12.91  (feet)  COMP
 AB0630  MODELED GRAV-     979,053.9   (mgal)                       NAVD 88
 AB0630
 AB0630  VERT ORDER  -  SECOND    CLASS 0
 AB0630
 AB0630.The horizontal coordinates were scaled from a topographic map and have
 AB0630.an estimated accuracy of +/- 6 seconds.
 AB0630
 AB0630.The orthometric height was determined by differential leveling
 AB0630.and adjusted by the National Geodetic Survey in June 1991..
 AB0630
 AB0630.The geoid height was determined by GEOID03.
 AB0630
 AB0630.The dynamic height is computed by dividing the NAVD 88
 AB0630.geopotential number by the normal gravity value computed on the
 AB0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0630.degrees latitude (g = 980.6199 gals.).
 AB0630
 AB0630.The modeled gravity was interpolated from observed gravity values.
 AB0630
 AB0630;                    North         East    Units  Estimated Accuracy
 AB0630;SPC TX S     - 5,066,930.      398,970.      MT  (+/- 180 meters Scaled)
 AB0630
 AB0630                          SUPERSEDED SURVEY CONTROL
 AB0630
 AB0630  NGVD 29 (??/??/92)    4.045  (m)           13.27   (f) ADJ UNCH    2 0
 AB0630
 AB0630.Superseded values are not recommended for survey control.
 AB0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0630.See file dsdata.txt to determine how the superseded data were derived.
 AB0630
 AB0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ488061(NAD 83)
 AB0630_MARKER: DB = BENCH MARK DISK
 AB0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0630_SP_SET: CONCRETE POST
 AB0630_STAMPING: M 675 1942
 AB0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0630+STABILITY: SURFACE MOTION
 AB0630
 AB0630  HISTORY     - Date     Condition        Report By
 AB0630  HISTORY     - 1942     MONUMENTED       CGS
 AB0630  HISTORY     - 1959     GOOD             NGS
 AB0630  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0630  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0630  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0630
 AB0630                          STATION DESCRIPTION
 AB0630
 AB0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AB0630'7.0 MI NE FROM RIO HONDO.
 AB0630'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0630'HONDO, CAMERON COUNTY, 2.1 MILES EAST ALONG A PAVED ROAD, 3.0 MILES
 AB0630'NORTH ALONG FARM MARKET ROAD 106, 1.0 MILE EAST ALONG A ROAD.  AT A
 AB0630'ROAD INTERSECTION, 50 FEET EAST OF THE CENTERLINE OF THE
 AB0630'NORTH-AND-SOUTH ROAD, AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.  A
 AB0630'STANDARD DINK, STAMPED M 675 1942 AND SET IN THE TOP OF A CONCRETE
 AB0630'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0630
 AB0630                          STATION RECOVERY (1987)
 AB0630
 AB0630'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0630'MARK NOT FOUND.
 AB0630
 AB0630                          STATION RECOVERY (1988)
 AB0630
 AB0630'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0630'MARK NOT FOUND.
 AB0630
 AB0630                          STATION RECOVERY (1991)
 AB0630
 AB0630'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0310 ***********************************************************************
 AB0310  DESIGNATION -  M 676
 AB0310  PID         -  AB0310
 AB0310  STATE/COUNTY-  TX/CAMERON
 AB0310  USGS QUAD   -  LA LEONA (1982)
 AB0310
 AB0310                         *CURRENT SURVEY CONTROL
 AB0310  ___________________________________________________________________
 AB0310* NAD 83(1986)-  26 19 10.     (N)    097 27 15.     (W)     SCALED    
 AB0310* NAVD 88     -         3.444  (meters)      11.30   (feet)  ADJUSTED  
 AB0310  ___________________________________________________________________
 AB0310  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 AB0310  DYNAMIC HT  -           3.439 (meters)      11.28  (feet)  COMP
 AB0310  MODELED GRAV-     979,062.4   (mgal)                       NAVD 88
 AB0310
 AB0310  VERT ORDER  -  SECOND    CLASS 0
 AB0310
 AB0310.The horizontal coordinates were scaled from a topographic map and have
 AB0310.an estimated accuracy of +/- 6 seconds.
 AB0310
 AB0310.The orthometric height was determined by differential leveling
 AB0310.and adjusted by the National Geodetic Survey in June 1991..
 AB0310
 AB0310.The geoid height was determined by GEOID03.
 AB0310
 AB0310.The dynamic height is computed by dividing the NAVD 88
 AB0310.geopotential number by the normal gravity value computed on the
 AB0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0310.degrees latitude (g = 980.6199 gals.).
 AB0310
 AB0310.The modeled gravity was interpolated from observed gravity values.
 AB0310
 AB0310;                    North         East    Units  Estimated Accuracy
 AB0310;SPC TX S     - 5,072,760.      404,420.      MT  (+/- 180 meters Scaled)
 AB0310
 AB0310                          SUPERSEDED SURVEY CONTROL
 AB0310
 AB0310  NGVD 29 (??/??/92)    3.549  (m)           11.64   (f) ADJ UNCH    2 0
 AB0310
 AB0310.Superseded values are not recommended for survey control.
 AB0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0310.See file dsdata.txt to determine how the superseded data were derived.
 AB0310
 AB0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ542119(NAD 83)
 AB0310_MARKER: DB = BENCH MARK DISK
 AB0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0310_STAMPING: M 676 1942
 AB0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0310+STABILITY: SURFACE MOTION
 AB0310
 AB0310  HISTORY     - Date     Condition        Report By
 AB0310  HISTORY     - 1942     MONUMENTED       CGS
 AB0310
 AB0310                          STATION DESCRIPTION
 AB0310
 AB0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0310'14.2 MI NE FROM RIO HONDO.
 AB0310'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO, PROCEED EASTERLY ON STATE
 AB0310'HIGHWAY NUMBER 345, GO 0.9 MILE TO A CROSSROAD, CONTINUE EASTERLY ON
 AB0310'PAVED ROAD, GO 6.3 MILES.  TURN NORTHERLY (LEFT) AND GO 7.1 MILES TO
 AB0310'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTH OF THE ARROYO
 AB0310'COLORADO.  ABOUT 400 FEET SOUTH OF THE LEVEE.  ABOUT 100 FEET
 AB0310'SOUTHEAST OF A CONCRETE MILE POST BROWNSVILLE 29 MILES.  39 FEET EAST
 AB0310'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0
 AB0310'FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0311 ***********************************************************************
 AB0311  DESIGNATION -  M 676 RESET
 AB0311  PID         -  AB0311
 AB0311  STATE/COUNTY-  TX/CAMERON
 AB0311  USGS QUAD   -  LA LEONA (1982)
 AB0311
 AB0311                         *CURRENT SURVEY CONTROL
 AB0311  ___________________________________________________________________
 AB0311* NAD 83(1986)-  26 19 10.     (N)    097 27 15.     (W)     SCALED    
 AB0311* NAVD 88     -         3.25   (meters)      10.7    (feet)  RESET     
 AB0311  ___________________________________________________________________
 AB0311  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 AB0311
 AB0311  VERT ORDER  -  THIRD
 AB0311
 AB0311.The horizontal coordinates were scaled from a topographic map and have
 AB0311.an estimated accuracy of +/- 6 seconds.
 AB0311
 AB0311.The orthometric height was computed from unverified reset data.
 AB0311
 AB0311.The geoid height was determined by GEOID03.
 AB0311
 AB0311;                    North         East    Units  Estimated Accuracy
 AB0311;SPC TX S     - 5,072,760.      404,420.      MT  (+/- 180 meters Scaled)
 AB0311
 AB0311                          SUPERSEDED SURVEY CONTROL
 AB0311
 AB0311.No superseded survey control is available for this station.
 AB0311
 AB0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ542119(NAD 83)
 AB0311_MARKER: DB = BENCH MARK DISK
 AB0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0311_STAMPING: M 676 RESET 1956
 AB0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0311+STABILITY: SURFACE MOTION
 AB0311
 AB0311  HISTORY     - Date     Condition        Report By
 AB0311  HISTORY     - 1956     MONUMENTED       TXHD
 AB0311  HISTORY     - 1962     GOOD             NGS
 AB0311  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0311  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0311
 AB0311                          STATION DESCRIPTION
 AB0311
 AB0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0311'14.7 MI E FROM RIO HONDO.
 AB0311'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0311'HONDO, THENCE 6.3 MILES EAST ALONG A PAVED ROAD, AND THENCE 7.1 MILES
 AB0311'NORTH ALONG A GRADED ROAD.  0.4 MILE SOUTH OF ARROYO COLORADO, 400
 AB0311'FEET SOUTH OF A LEVEE, 100 FEET SOUTHEAST OF BROWNSVILLE 29 MILES
 AB0311'CONCRETE MILEPOST, 39 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE
 AB0311'OF THE ROAD, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND SET
 AB0311'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AB0311'NOTE-- 4 FEET EAST OF ORIGINAL LOCATION.
 AB0311
 AB0311                          STATION RECOVERY (1991)
 AB0311
 AB0311'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0311'MARK NOT FOUND.
 AB0311
 AB0311                          STATION RECOVERY (1993)
 AB0311
 AB0311'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0640 ***********************************************************************
 AB0640  DESIGNATION -  M 677
 AB0640  PID         -  AB0640
 AB0640  STATE/COUNTY-  TX/CAMERON
 AB0640  USGS QUAD   -  RIO HONDO (1980)
 AB0640
 AB0640                         *CURRENT SURVEY CONTROL
 AB0640  ___________________________________________________________________
 AB0640* NAD 83(1986)-  26 08 26.     (N)    097 34 38.     (W)     SCALED    
 AB0640* NAVD 88     -         8.115  (meters)      26.62   (feet)  ADJUSTED  
 AB0640  ___________________________________________________________________
 AB0640  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 AB0640  DYNAMIC HT  -           8.102 (meters)      26.58  (feet)  COMP
 AB0640  MODELED GRAV-     979,038.8   (mgal)                       NAVD 88
 AB0640
 AB0640  VERT ORDER  -  SECOND    CLASS 0
 AB0640
 AB0640.The horizontal coordinates were scaled from a topographic map and have
 AB0640.an estimated accuracy of +/- 6 seconds.
 AB0640
 AB0640.The orthometric height was determined by differential leveling
 AB0640.and adjusted by the National Geodetic Survey in June 1991..
 AB0640
 AB0640.The geoid height was determined by GEOID03.
 AB0640
 AB0640.The dynamic height is computed by dividing the NAVD 88
 AB0640.geopotential number by the normal gravity value computed on the
 AB0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0640.degrees latitude (g = 980.6199 gals.).
 AB0640
 AB0640.The modeled gravity was interpolated from observed gravity values.
 AB0640
 AB0640;                    North         East    Units  Estimated Accuracy
 AB0640;SPC TX S     - 5,052,840.      392,280.      MT  (+/- 180 meters Scaled)
 AB0640
 AB0640                          SUPERSEDED SURVEY CONTROL
 AB0640
 AB0640  NGVD 29 (??/??/92)    8.221  (m)           26.97   (f) ADJ UNCH    2 0
 AB0640
 AB0640.Superseded values are not recommended for survey control.
 AB0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0640.See file dsdata.txt to determine how the superseded data were derived.
 AB0640
 AB0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP422920(NAD 83)
 AB0640_MARKER: DD = SURVEY DISK
 AB0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0640_SP_SET: CULVERT
 AB0640_STAMPING: M 677 1942
 AB0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0640
 AB0640  HISTORY     - Date     Condition        Report By
 AB0640  HISTORY     - UNK      MONUMENTED
 AB0640  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0640
 AB0640                          STATION DESCRIPTION
 AB0640
 AB0640'DESCRIBED UNK
 AB0640'4.2 MI E FROM SAN BENITO.
 AB0640'4.2 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0640'BENITO, CAMERON COUNTY, 2.4 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0640'TO BAYVIEW.  0.3 MILE WEST OF A ROAD INTERSECTION, 150 FEET NORTHWEST
 AB0640'OF A SMALL HOUSE, 16 FEET NORTH OF AND 0.5 FOOT LOWER THAN THE CENTER
 AB0640'LINE OF THE ROAD, AT A SMALL CONCRETE CULVERT, AND IN THE CENTER OF
 AB0640'THE TOP OF THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK,
 AB0640'STAMPED M 677 1942.
 AB0640
 AB0640                          STATION RECOVERY (1987)
 AB0640
 AB0640'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0095 ***********************************************************************
 AB0095  DESIGNATION -  M 679
 AB0095  PID         -  AB0095
 AB0095  STATE/COUNTY-  TX/CAMERON
 AB0095  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0095
 AB0095                         *CURRENT SURVEY CONTROL
 AB0095  ___________________________________________________________________
 AB0095* NAD 83(1986)-  25 57 31.     (N)    097 25 14.     (W)     SCALED    
 AB0095* NAVD 88     -         6.367  (meters)      20.89   (feet)  ADJUSTED  
 AB0095  ___________________________________________________________________
 AB0095  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AB0095  DYNAMIC HT  -           6.357 (meters)      20.86  (feet)  COMP
 AB0095  MODELED GRAV-     979,038.8   (mgal)                       NAVD 88
 AB0095
 AB0095  VERT ORDER  -  FIRST     CLASS II
 AB0095
 AB0095.The horizontal coordinates were scaled from a topographic map and have
 AB0095.an estimated accuracy of +/- 6 seconds.
 AB0095
 AB0095.The orthometric height was determined by differential leveling
 AB0095.and adjusted by the National Geodetic Survey in June 1991..
 AB0095
 AB0095.The geoid height was determined by GEOID03.
 AB0095
 AB0095.The dynamic height is computed by dividing the NAVD 88
 AB0095.geopotential number by the normal gravity value computed on the
 AB0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0095.degrees latitude (g = 980.6199 gals.).
 AB0095
 AB0095.The modeled gravity was interpolated from observed gravity values.
 AB0095
 AB0095;                    North         East    Units  Estimated Accuracy
 AB0095;SPC TX S     - 5,032,810.      408,110.      MT  (+/- 180 meters Scaled)
 AB0095
 AB0095                          SUPERSEDED SURVEY CONTROL
 AB0095
 AB0095  NGVD 29 (??/??/92)    6.463  (m)           21.20   (f) ADJ UNCH    1 2
 AB0095
 AB0095.Superseded values are not recommended for survey control.
 AB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0095.See file dsdata.txt to determine how the superseded data were derived.
 AB0095
 AB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP581720(NAD 83)
 AB0095_MARKER: DB = BENCH MARK DISK
 AB0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0095_STAMPING: M 679 1942
 AB0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0095+STABILITY: SURFACE MOTION
 AB0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0095+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 AB0095
 AB0095  HISTORY     - Date     Condition        Report By
 AB0095  HISTORY     - 1942     MONUMENTED       CGS
 AB0095  HISTORY     - 1951     GOOD             NGS
 AB0095  HISTORY     - 1990     GOOD             USPSQD
 AB0095  HISTORY     - 19910313 GOOD             USPSQD
 AB0095  HISTORY     - 20060330 GOOD             INDIV
 AB0095
 AB0095                          STATION DESCRIPTION
 AB0095
 AB0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0095'1.2 MI NW FROM PORT BROWNSVILLE.
 AB0095'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 48 FROM THE WATER TANK AT PORT
 AB0095'BROWNSVILLE, THENCE 0.7 MILE NORTHWEST ALONG FARM ROAD 511, 260 FEET
 AB0095'NORTHWEST OF THE CENTER OF A GATE AND THE CENTER LINE OF A PRIVATE
 AB0095'DRIVEWAY, 73 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 1
 AB0095'FOOT SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN
 AB0095'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AB0095
 AB0095                          STATION RECOVERY (1990)
 AB0095
 AB0095'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0095'RECOVERED IN GOOD CONDITION.
 AB0095
 AB0095                          STATION RECOVERY (1991)
 AB0095
 AB0095'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0095'RECOVERED IN GOOD CONDITION.
 AB0095
 AB0095                          STATION RECOVERY (2006)
 AB0095
 AB0095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SR)
 AB0095'RECOVERED BY AGH ENGINEERING AND SURVEYING
 AB0095'BROWNSVILLE TEXAS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0042 ***********************************************************************
 BY0042  DESIGNATION -  M 68
 BY0042  PID         -  BY0042
 BY0042  STATE/COUNTY-  TX/SHELBY
 BY0042  USGS QUAD   -  GARRISON EAST (1984)
 BY0042
 BY0042                         *CURRENT SURVEY CONTROL
 BY0042  ___________________________________________________________________
 BY0042* NAD 83(1986)-  31 51 12.     (N)    094 25 58.     (W)     SCALED    
 BY0042* NAVD 88     -       105.894  (meters)     347.42   (feet)  ADJUSTED  
 BY0042  ___________________________________________________________________
 BY0042  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY0042  DYNAMIC HT  -         105.766 (meters)     347.00  (feet)  COMP
 BY0042  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 BY0042
 BY0042  VERT ORDER  -  FIRST     CLASS II
 BY0042
 BY0042.The horizontal coordinates were scaled from a topographic map and have
 BY0042.an estimated accuracy of +/- 6 seconds.
 BY0042
 BY0042.The orthometric height was determined by differential leveling
 BY0042.and adjusted by the National Geodetic Survey in June 1991..
 BY0042
 BY0042.The geoid height was determined by GEOID03.
 BY0042
 BY0042.The dynamic height is computed by dividing the NAVD 88
 BY0042.geopotential number by the normal gravity value computed on the
 BY0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0042.degrees latitude (g = 980.6199 gals.).
 BY0042
 BY0042.The modeled gravity was interpolated from observed gravity values.
 BY0042
 BY0042;                    North         East    Units  Estimated Accuracy
 BY0042;SPC TX C     - 3,257,220.    1,258,180.      MT  (+/- 180 meters Scaled)
 BY0042
 BY0042                          SUPERSEDED SURVEY CONTROL
 BY0042
 BY0042  NGVD 29 (??/??/92)  105.903  (m)          347.45   (f) ADJ UNCH    1 2
 BY0042
 BY0042.Superseded values are not recommended for survey control.
 BY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0042.See file dsdata.txt to determine how the superseded data were derived.
 BY0042
 BY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR644250(NAD 83)
 BY0042_MARKER: DB = BENCH MARK DISK
 BY0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0042_STAMPING: M 68 1920 347.450
 BY0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0042+STABILITY: SURFACE MOTION
 BY0042
 BY0042  HISTORY     - Date     Condition        Report By
 BY0042  HISTORY     - 1920     MONUMENTED       CGS
 BY0042  HISTORY     - 1948     GOOD             NGS
 BY0042  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0042
 BY0042                          STATION DESCRIPTION
 BY0042
 BY0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0042'4.2 MI NE FROM GARRISON.
 BY0042'4.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0042'STATION AT GARRISON, AT GALLAGHER SIDING, AT A ROAD CROSSING, 12.0
 BY0042'FEET NORTH OF THE CENTER LINE OF THE ROAD, 10.7 FEET WEST OF THE WEST
 BY0042'RAIL OF THE TRACK, 1.4 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT EAST
 BY0042'OF A RAILWAY CROSSING SIGNPOST, AND SET IN THE TOP OF A CONCRETE POST
 BY0042'WHICH IS 0.3 FOOT UNDERGROUND.
 BY0042
 BY0042                          STATION RECOVERY (1979)
 BY0042
 BY0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0042'MARK MAY HAVE BEEN DESTROYED AS THE ROAD HAS BEEN WIDENED AND IS NOW
 BY0042'BLACK TOPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0469 ***********************************************************************
 AB0469  DESIGNATION -  M 680
 AB0469  PID         -  AB0469
 AB0469  STATE/COUNTY-  TX/CAMERON
 AB0469  USGS QUAD   -  OLMITO (1983)
 AB0469
 AB0469                         *CURRENT SURVEY CONTROL
 AB0469  ___________________________________________________________________
 AB0469* NAD 83(1986)-  26 06 35.     (N)    097 36 27.     (W)     SCALED    
 AB0469* NAVD 88     -         9.219  (meters)      30.25   (feet)  ADJUSTED  
 AB0469  ___________________________________________________________________
 AB0469  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AB0469  DYNAMIC HT  -           9.204 (meters)      30.20  (feet)  COMP
 AB0469  MODELED GRAV-     979,033.5   (mgal)                       NAVD 88
 AB0469
 AB0469  VERT ORDER  -  FIRST     CLASS II
 AB0469
 AB0469.The horizontal coordinates were scaled from a topographic map and have
 AB0469.an estimated accuracy of +/- 6 seconds.
 AB0469
 AB0469.The orthometric height was determined by differential leveling
 AB0469.and adjusted by the National Geodetic Survey in June 1991..
 AB0469
 AB0469.The geoid height was determined by GEOID03.
 AB0469
 AB0469.The dynamic height is computed by dividing the NAVD 88
 AB0469.geopotential number by the normal gravity value computed on the
 AB0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0469.degrees latitude (g = 980.6199 gals.).
 AB0469
 AB0469.The modeled gravity was interpolated from observed gravity values.
 AB0469
 AB0469;                    North         East    Units  Estimated Accuracy
 AB0469;SPC TX S     - 5,049,400.      389,270.      MT  (+/- 180 meters Scaled)
 AB0469
 AB0469                          SUPERSEDED SURVEY CONTROL
 AB0469
 AB0469.No superseded survey control is available for this station.
 AB0469
 AB0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP392885(NAD 83)
 AB0469_MARKER: DB = BENCH MARK DISK
 AB0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0469_STAMPING: M 680 1942
 AB0469_MARK LOGO: CGS   
 AB0469_PROJECTION: RECESSED 72 CENTIMETERS
 AB0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0469+STABILITY: SURFACE MOTION
 AB0469
 AB0469  HISTORY     - Date     Condition        Report By
 AB0469  HISTORY     - 1942     MONUMENTED       CGS
 AB0469  HISTORY     - 1951     GOOD             NGS
 AB0469  HISTORY     - 1981     GOOD             NGS
 AB0469  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0469  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0469  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0469  HISTORY     - 19910403 MARK NOT FOUND   USPSQD
 AB0469
 AB0469                          STATION DESCRIPTION
 AB0469
 AB0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0469'2.2 MI SE FROM SAN BENITO.
 AB0469'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AB0469'AT SAN BENITO, CAMERON COUNTY, 3 POLES SOUTHEAST OF MILEPOST 17, AT A
 AB0469'DIRT-ROAD CROSSING, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 AB0469'32 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 67 FEET SOUTH OF THE
 AB0469'SOUTH CORNER OF A WOODEN TRESTLE OVER AN IRRIGATION CANAL, 7 FEET
 AB0469'SOUTHEAST OF A POLE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST
 AB0469'AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, SET IN THE TOP OF A
 AB0469'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AB0469
 AB0469                          STATION RECOVERY (1951)
 AB0469
 AB0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0469'RECOVERED IN GOOD CONDITION.
 AB0469
 AB0469                          STATION RECOVERY (1981)
 AB0469
 AB0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0469'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY BUSINESS ROUTE FROM THE
 AB0469'JUNCTION OF STATE HIGHWAY 345 IN SAN BENITO, TO THE JUNCTION OF FARM
 AB0469'ROAD 732 CROSSOVER IRRIGATION CANAL, THENCE 0.2 KM (0.15 MI) SOUTH
 AB0469'WEST ALONG A GRAVEL ROAD TO THE SOUTHBOUND OVERPASS OF U.S. HIGHWAY
 AB0469'77 AND 83, SET UNDER THE OVERPASS SURROUNDED BY THREE STATE WOODEN
 AB0469'POSTS, THREE POLES SOUTHEAST OF RAILROAD MILEPOST 17, AND ABOUT
 AB0469'91.4 METERS (300.0 FT) SOUTHEAST AND ACROSS IRRIGATION CANAL FROM FARM
 AB0469'ROAD 732, 20.4 METERS (67.0 FT) SOUTH OF THE SOUTH CORNER OF A WOODEN
 AB0469'RAILROAD TRESTLE OVER THE CANAL, 11.2 METERS (37.0 FT) SOUTHWEST OF
 AB0469'THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 15.2 METERS
 AB0469'(50.0 FT) WEST NORTHWEST OF THE CENTER OF THE GRAVEL ROAD ON THE
 AB0469'SOUTHEAST SIDE OF THE CANAL, 2.7 METERS (9.0 FT) NORTHWEST OF THE
 AB0469'NORTHWEST FACE OF THE MOST SOUTHWESTERLY CONCRETE PILLAR OF OVERPASS
 AB0469'FOR SOUTHBOUND TRAFFIC ON THE NORTHWEST SIDE OF THE GRAVEL ROAD, AND
 AB0469'2.1 METERS (7.0 FT) SOUTHEAST OF A TELEPHONE POLE.
 AB0469'THE MARK IS 0.46 METERS  NNW FROM A WITNESS POST.
 AB0469'THE MARK IS 0.5 M BELOW RAILROAD TRACKS.
 AB0469
 AB0469                          STATION RECOVERY (1987)
 AB0469
 AB0469'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0469'MARK NOT FOUND.
 AB0469
 AB0469                          STATION RECOVERY (1988)
 AB0469
 AB0469'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0469'MARK NOT FOUND.
 AB0469
 AB0469                          STATION RECOVERY (1988)
 AB0469
 AB0469'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0469'MARK NOT FOUND.
 AB0469
 AB0469                          STATION RECOVERY (1991)
 AB0469
 AB0469'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0621 ***********************************************************************
 AX0621  DESIGNATION -  M 6802
 AX0621  PID         -  AX0621
 AX0621  STATE/COUNTY-  TX/LAVACA
 AX0621  USGS QUAD   -  SPEAKS (1981)
 AX0621
 AX0621                         *CURRENT SURVEY CONTROL
 AX0621  ___________________________________________________________________
 AX0621* NAD 83(1986)-  29 16 19.     (N)    096 41 57.     (W)     SCALED    
 AX0621* NAVD 88     -        44.08   (+/-2cm)     144.6    (feet)  VERTCON   
 AX0621  ___________________________________________________________________
 AX0621  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0621
 AX0621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0621
 AX0621.The horizontal coordinates were scaled from a topographic map and have
 AX0621.an estimated accuracy of +/- 6 seconds.
 AX0621
 AX0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0621.The vertical order pertains to the NGVD 29 superseded value.
 AX0621
 AX0621.The geoid height was determined by GEOID03.
 AX0621
 AX0621;                    North         East    Units  Estimated Accuracy
 AX0621;SPC TXSC     - 4,161,640.      823,560.      MT  (+/- 180 meters Scaled)
 AX0621
 AX0621                          SUPERSEDED SURVEY CONTROL
 AX0621
 AX0621  NGVD 29 (??/??/92)   44.08   (m)          144.6    (f) COMPUTED    2 0
 AX0621
 AX0621.Superseded values are not recommended for survey control.
 AX0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0621.See file dsdata.txt to determine how the superseded data were derived.
 AX0621
 AX0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT235403(NAD 83)
 AX0621_MARKER: DB = BENCH MARK DISK
 AX0621_SETTING: 0 = UNSPECIFIED SETTING
 AX0621_STAMPING: M 6802 1940
 AX0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0621
 AX0621  HISTORY     - Date     Condition        Report By
 AX0621  HISTORY     - 1940     MONUMENTED       RBNF
 AX0621  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0621  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0621
 AX0621                          STATION DESCRIPTION
 AX0621
 AX0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0621'1.2 MI N FROM SPEAKS.
 AX0621'BENCH MARK IS ABOUT 1.1 MILES NORTHERLY ALONG THE SPEAKS-HALLETTSVILLE
 AX0621'COUNTY ROAD FROM THE POST OFFICE AT SPEAKS.  IT IS AT THE INTERSECTION
 AX0621'OF A T ROAD, 55 FEET EAST OF BENCH MARK S 853 1943, 14.0 FEET SOUTH OF
 AX0621'THE CENTERLINE OF SIDE ROAD LEADING EASTERLY, 1.0 FOOT NORTH OF
 AX0621'RIGHT-OF-WAY FENCE AND 1.3 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.
 AX0621'NOTE-- THE MEASUREMENTS WOULD PUT THE MARK IN A DITCH.
 AX0621
 AX0621                          STATION RECOVERY (1997)
 AX0621
 AX0621'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0916 ***********************************************************************
 AB0916  DESIGNATION -  M 682
 AB0916  PID         -  AB0916
 AB0916  STATE/COUNTY-  TX/CAMERON
 AB0916  USGS QUAD   -  SANTA MARIA (1970)
 AB0916
 AB0916                         *CURRENT SURVEY CONTROL
 AB0916  ___________________________________________________________________
 AB0916* NAD 83(1986)-  26 05 03.     (N)    097 51 42.     (W)     SCALED    
 AB0916* NAVD 88     -        21.413  (meters)      70.25   (feet)  ADJUSTED  
 AB0916  ___________________________________________________________________
 AB0916  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AB0916  DYNAMIC HT  -          21.378 (meters)      70.14  (feet)  COMP
 AB0916  MODELED GRAV-     979,013.9   (mgal)                       NAVD 88
 AB0916
 AB0916  VERT ORDER  -  SECOND    CLASS 0
 AB0916
 AB0916.The horizontal coordinates were scaled from a topographic map and have
 AB0916.an estimated accuracy of +/- 6 seconds.
 AB0916
 AB0916.The orthometric height was determined by differential leveling
 AB0916.and adjusted by the National Geodetic Survey in June 1991..
 AB0916
 AB0916.The geoid height was determined by GEOID03.
 AB0916
 AB0916.The dynamic height is computed by dividing the NAVD 88
 AB0916.geopotential number by the normal gravity value computed on the
 AB0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0916.degrees latitude (g = 980.6199 gals.).
 AB0916
 AB0916.The modeled gravity was interpolated from observed gravity values.
 AB0916
 AB0916;                    North         East    Units  Estimated Accuracy
 AB0916;SPC TX S     - 5,046,420.      363,860.      MT  (+/- 180 meters Scaled)
 AB0916
 AB0916                          SUPERSEDED SURVEY CONTROL
 AB0916
 AB0916  NGVD 29 (??/??/92)   21.520  (m)           70.60   (f) ADJ UNCH    2 0
 AB0916
 AB0916.Superseded values are not recommended for survey control.
 AB0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0916.See file dsdata.txt to determine how the superseded data were derived.
 AB0916
 AB0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP138855(NAD 83)
 AB0916_MARKER: DD = SURVEY DISK
 AB0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0916_STAMPING: M 682 1942
 AB0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0916+STABILITY: SURFACE MOTION
 AB0916
 AB0916  HISTORY     - Date     Condition        Report By
 AB0916  HISTORY     - 1942     MONUMENTED       IBC
 AB0916  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0916  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0916  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0916
 AB0916                          STATION DESCRIPTION
 AB0916
 AB0916'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0916'1.0 MI W FROM SANTA MARIA.
 AB0916'1.0 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT SANTA
 AB0916'MARIA, CAMERON COUNTY, 60 YARDS NORTH OF THE TOP OF THE LEVEE, 37.5
 AB0916'FEET EAST OF THE CAMERON-HIDALGO COUNTY-LINE MARKER, 51 FEET SOUTH OF
 AB0916'THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A WHITE WOODEN WITNESS
 AB0916'POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY, SET IN THE TOP OF A 4
 AB0916'INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTING 2.5 FEET ABOVE
 AB0916'GROUND.
 AB0916
 AB0916                          STATION RECOVERY (1991)
 AB0916
 AB0916'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0916'MARK NOT FOUND.
 AB0916
 AB0916                          STATION RECOVERY (1993)
 AB0916
 AB0916'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0321 ***********************************************************************
 AE0321  DESIGNATION -  M 683
 AE0321  PID         -  AE0321
 AE0321  STATE/COUNTY-  TX/HIDALGO
 AE0321  USGS QUAD   -  DONNA (1983)
 AE0321
 AE0321                         *CURRENT SURVEY CONTROL
 AE0321  ___________________________________________________________________
 AE0321* NAD 83(1986)-  26 09 26.     (N)    098 03 14.     (W)     SCALED    
 AE0321* NAVD 88     -        26.660  (meters)      87.47   (feet)  ADJUSTED  
 AE0321  ___________________________________________________________________
 AE0321  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AE0321  DYNAMIC HT  -          26.617 (meters)      87.33  (feet)  COMP
 AE0321  MODELED GRAV-     979,001.5   (mgal)                       NAVD 88
 AE0321
 AE0321  VERT ORDER  -  FIRST     CLASS II
 AE0321
 AE0321.The horizontal coordinates were scaled from a topographic map and have
 AE0321.an estimated accuracy of +/- 6 seconds.
 AE0321
 AE0321.The orthometric height was determined by differential leveling
 AE0321.and adjusted by the National Geodetic Survey in June 1991..
 AE0321
 AE0321.The geoid height was determined by GEOID03.
 AE0321
 AE0321.The dynamic height is computed by dividing the NAVD 88
 AE0321.geopotential number by the normal gravity value computed on the
 AE0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0321.degrees latitude (g = 980.6199 gals.).
 AE0321
 AE0321.The modeled gravity was interpolated from observed gravity values.
 AE0321
 AE0321;                    North         East    Units  Estimated Accuracy
 AE0321;SPC TX S     - 5,054,430.      344,600.      MT  (+/- 180 meters Scaled)
 AE0321
 AE0321                          SUPERSEDED SURVEY CONTROL
 AE0321
 AE0321  NGVD 29 (??/??/92)   26.778  (m)           87.85   (f) ADJ UNCH    1 2
 AE0321
 AE0321.Superseded values are not recommended for survey control.
 AE0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0321.See file dsdata.txt to determine how the superseded data were derived.
 AE0321
 AE0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP945934(NAD 83)
 AE0321_MARKER: DB = BENCH MARK DISK
 AE0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0321_STAMPING: M 683 1942
 AE0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0321+STABILITY: SURFACE MOTION
 AE0321
 AE0321  HISTORY     - Date     Condition        Report By
 AE0321  HISTORY     - 1942     MONUMENTED       CGS
 AE0321  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0321  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0321
 AE0321                          STATION DESCRIPTION
 AE0321
 AE0321'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0321'0.9 MI S FROM DONNA.
 AE0321'0.9 MILE SOUTH ALONG AN ASPHALT ROAD FROM A POINT TWO BLOCKS EAST OF
 AE0321'THE PLAZA HOTEL AT DONNA, HIDALGO COUNTY, AT THE INTERSECTION OF A
 AE0321'DIRT ROAD, 82 YARDS NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD,
 AE0321'37 FEET EAST OF THE CENTERLINE OF THE ASPHALT ROAD, MIDWAY BETWEEN TWO
 AE0321'TELEPHONE POLES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AE0321'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AE0321'POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AE0321
 AE0321                          STATION RECOVERY (1981)
 AE0321
 AE0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0321'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0318 ***********************************************************************
 AE0318  DESIGNATION -  M 684 RESET 1970
 AE0318  PID         -  AE0318
 AE0318  STATE/COUNTY-  TX/HIDALGO
 AE0318  USGS QUAD   -  LAS MILPAS (1983)
 AE0318
 AE0318                         *CURRENT SURVEY CONTROL
 AE0318  ___________________________________________________________________
 AE0318* NAD 83(1986)-  26 06 56.     (N)    098 11 50.     (W)     SCALED    
 AE0318* NAVD 88     -        25.686  (meters)      84.27   (feet)  ADJUSTED  
 AE0318  ___________________________________________________________________
 AE0318  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AE0318  DYNAMIC HT  -          25.643 (meters)      84.13  (feet)  COMP
 AE0318  MODELED GRAV-     978,983.8   (mgal)                       NAVD 88
 AE0318
 AE0318  VERT ORDER  -  FIRST     CLASS II
 AE0318
 AE0318.The horizontal coordinates were scaled from a topographic map and have
 AE0318.an estimated accuracy of +/- 6 seconds.
 AE0318
 AE0318.The orthometric height was determined by differential leveling
 AE0318.and adjusted by the National Geodetic Survey in June 1991..
 AE0318
 AE0318.The geoid height was determined by GEOID03.
 AE0318
 AE0318.The dynamic height is computed by dividing the NAVD 88
 AE0318.geopotential number by the normal gravity value computed on the
 AE0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0318.degrees latitude (g = 980.6199 gals.).
 AE0318
 AE0318.The modeled gravity was interpolated from observed gravity values.
 AE0318
 AE0318;                    North         East    Units  Estimated Accuracy
 AE0318;SPC TX S     - 5,049,770.      330,280.      MT  (+/- 180 meters Scaled)
 AE0318
 AE0318                          SUPERSEDED SURVEY CONTROL
 AE0318
 AE0318.No superseded survey control is available for this station.
 AE0318
 AE0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP802887(NAD 83)
 AE0318_MARKER: DB = BENCH MARK DISK
 AE0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0318_SP_SET: CULVERT
 AE0318_STAMPING: M 684 RESET 1970
 AE0318_MARK LOGO: NGS   
 AE0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0318
 AE0318  HISTORY     - Date     Condition        Report By
 AE0318  HISTORY     - 1970     MONUMENTED       TXHD
 AE0318  HISTORY     - 1970     GOOD             NGS
 AE0318  HISTORY     - 1981     GOOD             NGS
 AE0318
 AE0318                          STATION DESCRIPTION
 AE0318
 AE0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AE0318'6.2 MI S FROM PHARR.
 AE0318'6.2 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF U. S.
 AE0318'HIGHWAYS 83 AND 281 (EXPRESSWAY) AT PHARR TO SITE OF BENCH MARK. 60.5
 AE0318'FEET SOUTH OF THE CENTER LINE OF A COUNTY CROSS ROAD, 40.5 FEET EAST
 AE0318'OF THE CENTER LINE OF HIGHWAY, IN THE TOP OF THE CENTER OF THE EAST
 AE0318'WALL OF A DROP INLET AT THE EAST END OF A 3-FOOT BY 2-FOOT CONCRETE
 AE0318'BOX CULVERT UNDER THE HIGHWAY.
 AE0318
 AE0318                          STATION RECOVERY (1981)
 AE0318
 AE0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0318'9.1 KM (5.65 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE0318'U.S. HIGHWAY 83 BUSINESS IN PHARR, 0.8 KM (0.5 MI) SOUTH OF FARM ROAD
 AE0318'3072 AT DIRT ROAD LEADING EAST AND WEST, SET IN THE TOP IN THE MIDDLE
 AE0318'OF THE EAST END OF THE CONCRETE BORDER OF A DROP INLET TO A CULVERT
 AE0318'UNDER THE HIGHWAY, 12.3 METERS (40.5 FT) EAST OF THE CENTERLINE OF
 AE0318'THE HIGHWAY, AND 18.4 METERS (60.5 FT) SOUTH OF THE CENTER OF THE
 AE0318'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0292 ***********************************************************************
 AE0292  DESIGNATION -  M 685
 AE0292  PID         -  AE0292
 AE0292  STATE/COUNTY-  TX/HIDALGO
 AE0292  USGS QUAD   -  MISSION (1983)
 AE0292
 AE0292                         *CURRENT SURVEY CONTROL
 AE0292  ___________________________________________________________________
 AE0292* NAD 83(1986)-  26 10 50.     (N)    098 21 39.     (W)     SCALED    
 AE0292* NAVD 88     -        34.873  (meters)     114.41   (feet)  POSTED    
 AE0292  ___________________________________________________________________
 AE0292  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0292  DYNAMIC HT  -          34.810 (meters)     114.21  (feet)  COMP
 AE0292  MODELED GRAV-     978,988.6   (mgal)                       NAVD 88
 AE0292
 AE0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0292
 AE0292.The horizontal coordinates were scaled from a topographic map and have
 AE0292.an estimated accuracy of +/- 6 seconds.
 AE0292
 AE0292.The orthometric height was determined by differential leveling
 AE0292.and adjusted by the National Geodetic Survey in 1992..
 AE0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0292.rate of 0.0 thru 1.0 mm/km.
 AE0292
 AE0292.The geoid height was determined by GEOID03.
 AE0292
 AE0292.The dynamic height is computed by dividing the NAVD 88
 AE0292.geopotential number by the normal gravity value computed on the
 AE0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0292.degrees latitude (g = 980.6199 gals.).
 AE0292
 AE0292.The modeled gravity was interpolated from observed gravity values.
 AE0292
 AE0292;                    North         East    Units  Estimated Accuracy
 AE0292;SPC TX S     - 5,056,940.      313,910.      MT  (+/- 180 meters Scaled)
 AE0292
 AE0292                          SUPERSEDED SURVEY CONTROL
 AE0292
 AE0292  NGVD 29 (??/??/92)   34.972  (m)          114.74   (f) ADJ UNCH    2 0
 AE0292
 AE0292.Superseded values are not recommended for survey control.
 AE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0292.See file dsdata.txt to determine how the superseded data were derived.
 AE0292
 AE0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP638958(NAD 83)
 AE0292_MARKER: DB = BENCH MARK DISK
 AE0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0292_STAMPING: M 685 1942
 AE0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0292+STABILITY: SURFACE MOTION
 AE0292
 AE0292  HISTORY     - Date     Condition        Report By
 AE0292  HISTORY     - 1942     MONUMENTED       CGS
 AE0292  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0292
 AE0292                          STATION DESCRIPTION
 AE0292
 AE0292'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0292'2.4 MI NW FROM MADERO.
 AE0292'2.4 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE VALLEY BRICK AND TILE
 AE0292'CO. PROPERTY AT MADERO, HIDALGO COUNTY, 0.3 MILE EAST OF AN IRRIGATION
 AE0292'CANAL, AT A LARGE CLEARED FIELD, 22 FEET NORTH OF THE CENTERLINE OF
 AE0292'THE ROAD, 25 FEET WEST OF THE CENTER OF A GATE IN THE FENCE LINE, 3
 AE0292'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER
 AE0292'THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 AE0292'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0524 ***********************************************************************
 AE0524  DESIGNATION -  M 686
 AE0524  PID         -  AE0524
 AE0524  STATE/COUNTY-  TX/HIDALGO
 AE0524  USGS QUAD   -  ALTON (1963)
 AE0524
 AE0524                         *CURRENT SURVEY CONTROL
 AE0524  ___________________________________________________________________
 AE0524* NAD 83(1986)-  26 18 17.     (N)    098 18 38.     (W)     SCALED    
 AE0524* NAVD 88     -        50.048  (meters)     164.20   (feet)  ADJUSTED  
 AE0524  ___________________________________________________________________
 AE0524  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE0524  DYNAMIC HT  -          49.965 (meters)     163.93  (feet)  COMP
 AE0524  MODELED GRAV-     979,001.8   (mgal)                       NAVD 88
 AE0524
 AE0524  VERT ORDER  -  SECOND    CLASS 0
 AE0524
 AE0524.The horizontal coordinates were scaled from a topographic map and have
 AE0524.an estimated accuracy of +/- 6 seconds.
 AE0524
 AE0524.The orthometric height was determined by differential leveling
 AE0524.and adjusted by the National Geodetic Survey in June 1991..
 AE0524
 AE0524.The geoid height was determined by GEOID03.
 AE0524
 AE0524.The dynamic height is computed by dividing the NAVD 88
 AE0524.geopotential number by the normal gravity value computed on the
 AE0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0524.degrees latitude (g = 980.6199 gals.).
 AE0524
 AE0524.The modeled gravity was interpolated from observed gravity values.
 AE0524
 AE0524;                    North         East    Units  Estimated Accuracy
 AE0524;SPC TX S     - 5,070,710.      318,920.      MT  (+/- 180 meters Scaled)
 AE0524
 AE0524                          SUPERSEDED SURVEY CONTROL
 AE0524
 AE0524  NGVD 29 (??/??/92)   50.144  (m)          164.51   (f) ADJ UNCH    2 0
 AE0524
 AE0524.Superseded values are not recommended for survey control.
 AE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0524.See file dsdata.txt to determine how the superseded data were derived.
 AE0524
 AE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ688096(NAD 83)
 AE0524_MARKER: DB = BENCH MARK DISK
 AE0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0524_SP_SET: CULVERT
 AE0524_STAMPING: M 686 1942
 AE0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0524
 AE0524  HISTORY     - Date     Condition        Report By
 AE0524  HISTORY     - 1942     MONUMENTED       CGS
 AE0524  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0524
 AE0524                          STATION DESCRIPTION
 AE0524
 AE0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0524'6.4 MI N FROM MISSION.
 AE0524'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY BUILDING AT
 AE0524'MISSION, PROCEED 6.4 MILES NORTHERLY ALONG STATE HIGHWAY NO. 107 TO AN
 AE0524'IRRIGATION CANAL AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0524'HORIZONTALLY IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL
 AE0524'OF A CONCRETE IRRIGATION CANAL CULVERT BETWEEN THE HIGHWAY AND THE
 AE0524'RAILROAD TRACK.  IT IS 39.0 FEET WEST OF AND ABOUT 6.0 FEET ABOVE THE
 AE0524'CENTERLINE OF THE HIGHWAY, 38.6 FEET SOUTHWEST OF TELEPHONE POLE NO.
 AE0524'E56, 20.7 FEET EAST OF THE CENTERLINE OF THE RAILROAD TRACK.
 AE0524
 AE0524                          STATION RECOVERY (1987)
 AE0524
 AE0524'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0754 ***********************************************************************
 AE0754  DESIGNATION -  M 687
 AE0754  PID         -  AE0754
 AE0754  STATE/COUNTY-  TX/STARR
 AE0754  USGS QUAD   -  VIBORAS (1993)
 AE0754
 AE0754                         *CURRENT SURVEY CONTROL
 AE0754  ___________________________________________________________________
 AE0754* NAD 83(1986)-  26 37 47.     (N)    098 51 45.     (W)     SCALED    
 AE0754* NAVD 88     -       105.024  (meters)     344.57   (feet)  ADJUSTED  
 AE0754  ___________________________________________________________________
 AE0754  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AE0754  DYNAMIC HT  -         104.851 (meters)     344.00  (feet)  COMP
 AE0754  MODELED GRAV-     979,003.4   (mgal)                       NAVD 88
 AE0754
 AE0754  VERT ORDER  -  SECOND    CLASS 0
 AE0754
 AE0754.The horizontal coordinates were scaled from a topographic map and have
 AE0754.an estimated accuracy of +/- 6 seconds.
 AE0754
 AE0754.The orthometric height was determined by differential leveling
 AE0754.and adjusted by the National Geodetic Survey in June 1991..
 AE0754
 AE0754.The geoid height was determined by GEOID03.
 AE0754
 AE0754.The dynamic height is computed by dividing the NAVD 88
 AE0754.geopotential number by the normal gravity value computed on the
 AE0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0754.degrees latitude (g = 980.6199 gals.).
 AE0754
 AE0754.The modeled gravity was interpolated from observed gravity values.
 AE0754
 AE0754;                    North         East    Units  Estimated Accuracy
 AE0754;SPC TX S     - 5,106,750.      263,910.      MT  (+/- 180 meters Scaled)
 AE0754
 AE0754                          SUPERSEDED SURVEY CONTROL
 AE0754
 AE0754  NGVD 29 (??/??/92)  105.077  (m)          344.74   (f) ADJ UNCH    2 0
 AE0754
 AE0754.Superseded values are not recommended for survey control.
 AE0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0754.See file dsdata.txt to determine how the superseded data were derived.
 AE0754
 AE0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ136454(NAD 83)
 AE0754_MARKER: DB = BENCH MARK DISK
 AE0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0754_STAMPING: M 687 1942
 AE0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0754+STABILITY: SURFACE MOTION
 AE0754
 AE0754  HISTORY     - Date     Condition        Report By
 AE0754  HISTORY     - 1942     MONUMENTED       CGS
 AE0754  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0754
 AE0754                          STATION DESCRIPTION
 AE0754
 AE0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0754'4.0 MI N FROM EL SAUZ.
 AE0754'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ, PROCEED 4.0 MILES NORTH
 AE0754'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE
 AE0754'NORTH OF AND ACROSS ROAD FROM THE NORTHWEST CORNER OF A LARGE OPEN
 AE0754'FIELD ON THE EAST SIDE OF ROAD.  IT IS 36.0 FEET WEST OF AND ABOUT 1.0
 AE0754'FOOT ABOVE THE CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET NORTH
 AE0754'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
 AE0754
 AE0754                          STATION RECOVERY (1972)
 AE0754
 AE0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0550 ***********************************************************************
 AE0550  DESIGNATION -  M 688
 AE0550  PID         -  AE0550
 AE0550  STATE/COUNTY-  TX/HIDALGO
 AE0550  USGS QUAD   -  MC COOK (1963)
 AE0550
 AE0550                         *CURRENT SURVEY CONTROL
 AE0550  ___________________________________________________________________
 AE0550* NAD 83(1986)-  26 24 30.     (N)    098 27 27.     (W)     SCALED    
 AE0550* NAVD 88     -        89.482  (meters)     293.58   (feet)  ADJUSTED  
 AE0550  ___________________________________________________________________
 AE0550  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0550  DYNAMIC HT  -          89.334 (meters)     293.09  (feet)  COMP
 AE0550  MODELED GRAV-     978,997.9   (mgal)                       NAVD 88
 AE0550
 AE0550  VERT ORDER  -  SECOND    CLASS 0
 AE0550
 AE0550.The horizontal coordinates were scaled from a topographic map and have
 AE0550.an estimated accuracy of +/- 6 seconds.
 AE0550
 AE0550.The orthometric height was determined by differential leveling
 AE0550.and adjusted by the National Geodetic Survey in June 1991..
 AE0550
 AE0550.The geoid height was determined by GEOID03.
 AE0550
 AE0550.The dynamic height is computed by dividing the NAVD 88
 AE0550.geopotential number by the normal gravity value computed on the
 AE0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0550.degrees latitude (g = 980.6199 gals.).
 AE0550
 AE0550.The modeled gravity was interpolated from observed gravity values.
 AE0550
 AE0550;                    North         East    Units  Estimated Accuracy
 AE0550;SPC TX S     - 5,082,170.      304,240.      MT  (+/- 180 meters Scaled)
 AE0550
 AE0550                          SUPERSEDED SURVEY CONTROL
 AE0550
 AE0550  NGVD 29 (??/??/92)   89.578  (m)          293.89   (f) ADJ UNCH    2 0
 AE0550
 AE0550.Superseded values are not recommended for survey control.
 AE0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0550.See file dsdata.txt to determine how the superseded data were derived.
 AE0550
 AE0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ541210(NAD 83)
 AE0550_MARKER: DB = BENCH MARK DISK
 AE0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0550_SP_SET: GATE POST
 AE0550_STAMPING: M 688 1942
 AE0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0550
 AE0550  HISTORY     - Date     Condition        Report By
 AE0550  HISTORY     - 1942     MONUMENTED       CGS
 AE0550
 AE0550                          STATION DESCRIPTION
 AE0550
 AE0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0550'11.5 MI N FROM LA JOYA.
 AE0550'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0550'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0550'GRAVEL ROAD LEADING NORTH, THENCE 11.2 MILES NORTHERLY ALONG A GRAVEL
 AE0550'ROAD TO THE ENTRANCE GATE TO THE TIERRA NEGRA RANCH AND SITE OF BENCH
 AE0550'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH SIDE OF
 AE0550'THE SOUTH GATE POST.  IT IS 37.7 FEET SOUTH OF THE SOUTHEAST CORNER OF
 AE0550'AN OPEN FIELD, 34.3 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0550'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0783 ***********************************************************************
 AE0783  DESIGNATION -  M 689
 AE0783  PID         -  AE0783
 AE0783  STATE/COUNTY-  TX/JIM HOGG
 AE0783  USGS QUAD   -  GUERRA (1983)
 AE0783
 AE0783                         *CURRENT SURVEY CONTROL
 AE0783  ___________________________________________________________________
 AE0783* NAD 83(1986)-  26 56 15.     (N)    098 54 40.     (W)     SCALED    
 AE0783* NAVD 88     -       184.459  (meters)     605.18   (feet)  ADJUSTED  
 AE0783  ___________________________________________________________________
 AE0783  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0783  DYNAMIC HT  -         184.156 (meters)     604.19  (feet)  COMP
 AE0783  MODELED GRAV-     979,002.2   (mgal)                       NAVD 88
 AE0783
 AE0783  VERT ORDER  -  SECOND    CLASS 0
 AE0783
 AE0783.The horizontal coordinates were scaled from a topographic map and have
 AE0783.an estimated accuracy of +/- 6 seconds.
 AE0783
 AE0783.The orthometric height was determined by differential leveling
 AE0783.and adjusted by the National Geodetic Survey in June 1991..
 AE0783
 AE0783.The geoid height was determined by GEOID03.
 AE0783
 AE0783.The dynamic height is computed by dividing the NAVD 88
 AE0783.geopotential number by the normal gravity value computed on the
 AE0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0783.degrees latitude (g = 980.6199 gals.).
 AE0783
 AE0783.The modeled gravity was interpolated from observed gravity values.
 AE0783
 AE0783;                    North         East    Units  Estimated Accuracy
 AE0783;SPC TX S     - 5,140,860.      259,180.      MT  (+/- 180 meters Scaled)
 AE0783
 AE0783                          SUPERSEDED SURVEY CONTROL
 AE0783
 AE0783  NGVD 29 (??/??/92)  184.484  (m)          605.26   (f) ADJ UNCH    2 0
 AE0783
 AE0783.Superseded values are not recommended for survey control.
 AE0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0783.See file dsdata.txt to determine how the superseded data were derived.
 AE0783
 AE0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ088795(NAD 83)
 AE0783_MARKER: DB = BENCH MARK DISK
 AE0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0783_STAMPING: M 689 1942
 AE0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0783+STABILITY: SURFACE MOTION
 AE0783
 AE0783  HISTORY     - Date     Condition        Report By
 AE0783  HISTORY     - 1942     MONUMENTED       CGS
 AE0783  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0783
 AE0783                          STATION DESCRIPTION
 AE0783
 AE0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0783'4.2 MI N FROM GUERRA.
 AE0783'TO REACH FROM THE SCHOOL BUILDING AT GUERRA, PROCEED 4.2 MILES
 AE0783'NORTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0783'36.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0783'GRAVEL ROAD.  IT IS 3.0 FEET SOUTHEAST OF A TELEPHONE POLE, 3.0 FEET
 AE0783'EAST OF AND INSIDE THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTH
 AE0783'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT.
 AE0783
 AE0783                          STATION RECOVERY (1972)
 AE0783
 AE0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0389 ***********************************************************************
 EM0389  DESIGNATION -  M 69
 EM0389  PID         -  EM0389
 EM0389  STATE/COUNTY-  TX/FOARD
 EM0389  USGS QUAD   -  MARGARET (1990)
 EM0389
 EM0389                         *CURRENT SURVEY CONTROL
 EM0389  ___________________________________________________________________
 EM0389* NAD 83(1986)-  34 02 57.     (N)    099 38 55.     (W)     SCALED    
 EM0389* NAVD 88     -       420.973  (meters)    1381.14   (feet)  ADJUSTED  
 EM0389  ___________________________________________________________________
 EM0389  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 EM0389  DYNAMIC HT  -         420.493 (meters)    1379.57  (feet)  COMP
 EM0389  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 EM0389
 EM0389  VERT ORDER  -  FIRST     CLASS II
 EM0389
 EM0389.The horizontal coordinates were scaled from a topographic map and have
 EM0389.an estimated accuracy of +/- 6 seconds.
 EM0389
 EM0389.The orthometric height was determined by differential leveling
 EM0389.and adjusted by the National Geodetic Survey in June 1991..
 EM0389
 EM0389.The geoid height was determined by GEOID03.
 EM0389
 EM0389.The dynamic height is computed by dividing the NAVD 88
 EM0389.geopotential number by the normal gravity value computed on the
 EM0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0389.degrees latitude (g = 980.6199 gals.).
 EM0389
 EM0389.The modeled gravity was interpolated from observed gravity values.
 EM0389
 EM0389;                    North         East    Units  Estimated Accuracy
 EM0389;SPC TXNC     - 2,264,790.      493,950.      MT  (+/- 180 meters Scaled)
 EM0389
 EM0389                          SUPERSEDED SURVEY CONTROL
 EM0389
 EM0389  NGVD 29 (??/??/92)  420.819  (m)         1380.64   (f) ADJ UNCH    1 2
 EM0389
 EM0389.Superseded values are not recommended for survey control.
 EM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0389.See file dsdata.txt to determine how the superseded data were derived.
 EM0389
 EM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC401677(NAD 83)
 EM0389_MARKER: DD = SURVEY DISK
 EM0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0389_SP_SET: FOUNDATION
 EM0389_STAMPING: 1380.637 M 69 1925
 EM0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0389
 EM0389  HISTORY     - Date     Condition        Report By
 EM0389  HISTORY     - 1925     MONUMENTED       USGS
 EM0389  HISTORY     - 1958     GOOD             NGS
 EM0389
 EM0389                          STATION DESCRIPTION
 EM0389
 EM0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0389'IN MARGARET.
 EM0389'AT MARGARET, FOARD COUNTY, AT A SHEET IRON GRAIN ELEVATOR, AT THE
 EM0389'NORTH EDGE OF THE EAST SIDE, IN THE FOUNDATION, AND 1 FOOT HIGHER THAN
 EM0389'THE GROUND.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1380.637
 EM0389'M 69 1925 AND SET VERTICALLY.  NOTE-- A CONCRETE BASE HAS BEEN ADDED
 EM0389'TO THE BASE OF THE ELEVATOR AND MARK IS JUST ABOVE THE CONCRETE
 EM0389'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1144 ***********************************************************************
 AW1144  DESIGNATION -  M 691
 AW1144  PID         -  AW1144
 AW1144  STATE/COUNTY-  TX/BRAZORIA
 AW1144  USGS QUAD   -  ALGOA (1974)
 AW1144
 AW1144                         *CURRENT SURVEY CONTROL
 AW1144  ___________________________________________________________________
 AW1144* NAD 83(1986)-  29 22 40.     (N)    095 11 50.     (W)     SCALED    
 AW1144* NAVD 88     -         8.93   (+/-2cm)      29.3    (feet)  VERTCON   
 AW1144  ___________________________________________________________________
 AW1144  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW1144
 AW1144  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1144
 AW1144.The horizontal coordinates were scaled from a topographic map and have
 AW1144.an estimated accuracy of +/- 6 seconds.
 AW1144
 AW1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1144.The vertical order pertains to the NGVD 29 superseded value.
 AW1144
 AW1144.The geoid height was determined by GEOID03.
 AW1144
 AW1144;                    North         East    Units  Estimated Accuracy
 AW1144;SPC TXSC     - 4,177,170.      969,070.      MT  (+/- 180 meters Scaled)
 AW1144
 AW1144                          SUPERSEDED SURVEY CONTROL
 AW1144
 AW1144  NGVD 29 (??/??/92)    8.924  (m)           29.28   (f) ADJ UNCH    1 1
 AW1144
 AW1144.Superseded values are not recommended for survey control.
 AW1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1144.See file dsdata.txt to determine how the superseded data were derived.
 AW1144
 AW1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN867518(NAD 83)
 AW1144_MARKER: DB = BENCH MARK DISK
 AW1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1144_STAMPING: M 691 1942
 AW1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1144+STABILITY: SURFACE MOTION
 AW1144
 AW1144  HISTORY     - Date     Condition        Report By
 AW1144  HISTORY     - 1942     MONUMENTED       CGS
 AW1144  HISTORY     - 1973     GOOD             NGS
 AW1144  HISTORY     - 1978     GOOD             NGS
 AW1144  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1144  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1144  HISTORY     - 1987     GOOD             USPSQD
 AW1144  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1144  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1144  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1144  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1144  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1144  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1144  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1144  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1144  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 AW1144
 AW1144                          STATION DESCRIPTION
 AW1144
 AW1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1144'2.3 MI SW FROM ALGOA.
 AW1144'2.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1144'NORTHWEST APEX OF A TRIANGLE FORMED BY THE JUNCTION OF THE ATCHISON,
 AW1144'TOPEKA AND SANTA FE RAILWAY AT ALGOA, 53.5 FEET NORTHWEST OF THE
 AW1144'NORTHWEST RAIL, 12.6 FEET NORTHWEST OF MILEPOLE 341, 126 FEET
 AW1144'SOUTHWEST OF A FENCE CORNER, 3.0 FEET NORTHWEST OF A FENCE LINE, 0.4
 AW1144'FOOT NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AW1144'PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT 7 FEET LOWER THAN THE
 AW1144'TRACK.
 AW1144
 AW1144                          STATION RECOVERY (1978)
 AW1144
 AW1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1144'RECOVERED IN GOOD CONDITION.
 AW1144
 AW1144                          STATION RECOVERY (1987)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW1144'MARK NOT FOUND.
 AW1144
 AW1144                          STATION RECOVERY (1987)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW1144'MARK NOT FOUND.
 AW1144
 AW1144                          STATION RECOVERY (1987)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1144'RECOVERED IN GOOD CONDITION.
 AW1144
 AW1144                          STATION RECOVERY (1987)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1144'MARK NOT FOUND.
 AW1144
 AW1144                          STATION RECOVERY (1988)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1144'MARK NOT FOUND.
 AW1144
 AW1144                          STATION RECOVERY (1988)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1144'MARK NOT FOUND.
 AW1144
 AW1144                          STATION RECOVERY (1988)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW1144'MARK NOT FOUND.
 AW1144
 AW1144                          STATION RECOVERY (1988)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1144'MARK NOT FOUND.
 AW1144
 AW1144                          STATION RECOVERY (1988)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1144'MARK NOT FOUND.
 AW1144
 AW1144                          STATION RECOVERY (1988)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1144'MARK NOT FOUND.
 AW1144
 AW1144                          STATION RECOVERY (1989)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1144'MARK NOT FOUND.
 AW1144
 AW1144                          STATION RECOVERY (1992)
 AW1144
 AW1144'RECOVERY NOTE BY US POWER SQUADRON 1992 (KCS)
 AW1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4046 ***********************************************************************
 AW4046  DESIGNATION -  M 692
 AW4046  PID         -  AW4046
 AW4046  STATE/COUNTY-  TX/BRAZORIA
 AW4046  USGS QUAD   -  ROSHARON (1974)
 AW4046
 AW4046                         *CURRENT SURVEY CONTROL
 AW4046  ___________________________________________________________________
 AW4046* NAD 83(1986)-  29 19 34.     (N)    095 27 08.     (W)     SCALED    
 AW4046* NAVD 88     -        14.55   (+/-2cm)      47.7    (feet)  VERTCON   
 AW4046  ___________________________________________________________________
 AW4046  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW4046
 AW4046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4046
 AW4046.The horizontal coordinates were scaled from a topographic map and have
 AW4046.an estimated accuracy of +/- 6 seconds.
 AW4046
 AW4046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4046.The vertical order pertains to the NGVD 29 superseded value.
 AW4046
 AW4046.The geoid height was determined by GEOID03.
 AW4046
 AW4046;                    North         East    Units  Estimated Accuracy
 AW4046;SPC TXSC     - 4,170,670.      944,500.      MT  (+/- 180 meters Scaled)
 AW4046
 AW4046                          SUPERSEDED SURVEY CONTROL
 AW4046
 AW4046  NGVD 29 (??/??/92)   14.55   (m)           47.7    (f) COMPUTED    2 0
 AW4046
 AW4046.Superseded values are not recommended for survey control.
 AW4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4046.See file dsdata.txt to determine how the superseded data were derived.
 AW4046
 AW4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN618466(NAD 83)
 AW4046_MARKER: DB = BENCH MARK DISK
 AW4046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4046_SP_SET: CULVERT
 AW4046_STAMPING: M 692 1942
 AW4046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4046+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4046
 AW4046  HISTORY     - Date     Condition        Report By
 AW4046  HISTORY     - 1942     MONUMENTED       CGS
 AW4046  HISTORY     - 20040312 GOOD             USPSQD
 AW4046
 AW4046                          STATION DESCRIPTION
 AW4046
 AW4046'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4046'1.9 MI S FROM ROSHARON.
 AW4046'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 1.9 MILES SOUTH
 AW4046'ALONG THE MISSOURI PACIFIC RAILROAD TO A 12X4 FOOT 3 SECTION CONCRETE
 AW4046'HIGHWAY CULVERT AND TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AW4046'HORIZONTALLY IN THE SOUTH END OF THE WEST HEADWALL OF CULVERT.  IT IS
 AW4046'78.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF STATE HIGHWAY
 AW4046'NO. 288.
 AW4046
 AW4046                          STATION RECOVERY (2004)
 AW4046
 AW4046'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4046'GO SOUTH ON HW 521 FROM ARCOLA TO N29 19 33.8 W095 27 07.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4047 ***********************************************************************
 AW4047  DESIGNATION -  M 692 RESET 1958
 AW4047  PID         -  AW4047
 AW4047  STATE/COUNTY-  TX/BRAZORIA
 AW4047  USGS QUAD   -  ROSHARON (1974)
 AW4047
 AW4047                         *CURRENT SURVEY CONTROL
 AW4047  ___________________________________________________________________
 AW4047* NAD 83(1986)-  29 19 34.     (N)    095 27 08.     (W)     SCALED    
 AW4047* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 AW4047  ___________________________________________________________________
 AW4047  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW4047
 AW4047  VERT ORDER  -  THIRD (See Below)
 AW4047
 AW4047.The horizontal coordinates were scaled from a topographic map and have
 AW4047.an estimated accuracy of +/- 6 seconds.
 AW4047
 AW4047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4047.The vertical order pertains to the NGVD 29 superseded value.
 AW4047
 AW4047.The geoid height was determined by GEOID03.
 AW4047
 AW4047;                    North         East    Units  Estimated Accuracy
 AW4047;SPC TXSC     - 4,170,670.      944,500.      MT  (+/- 180 meters Scaled)
 AW4047
 AW4047                          SUPERSEDED SURVEY CONTROL
 AW4047
 AW4047  NGVD 29 (??/??/??)   14.39   (m)           47.2    (f) RESET       3  
 AW4047
 AW4047.Superseded values are not recommended for survey control.
 AW4047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4047.See file dsdata.txt to determine how the superseded data were derived.
 AW4047
 AW4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN618466(NAD 83)
 AW4047_MARKER: DB = BENCH MARK DISK
 AW4047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4047_SP_SET: CULVERT
 AW4047_STAMPING: M 692 RESET 1958
 AW4047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4047+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4047
 AW4047  HISTORY     - Date     Condition        Report By
 AW4047  HISTORY     - 1958     MONUMENTED       TXHD
 AW4047  HISTORY     - 20040312 GOOD             USPSQD
 AW4047
 AW4047                          STATION DESCRIPTION
 AW4047
 AW4047'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4047'1.9 MI S FROM ROSHARON.
 AW4047'1.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 AW4047'OFFICE AT ROSHARON, AT A 4 X 4 FOOT 3-SECTION CONCRETE HIGHWAY
 AW4047'CULVERT.  THE DISK IS SET IN THE TOP OF THE SOUTH END OF THE WEST
 AW4047'HEADWALL OF CULVERT, 70 FEET EAST OF AND ABOUT LEVEL WITH THE
 AW4047'CENTERLINE OF THE TRACK, AND 26 FEET WEST OF AND ABOUT LEVEL WITH THE
 AW4047'CENTERLINE OF STATE HIGHWAY 288.
 AW4047
 AW4047                          STATION RECOVERY (2004)
 AW4047
 AW4047'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4047'GO SOUTH ON HW 521 FROM ARCOLA TO N29 19 33.9 W095 27 08.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1215 ***********************************************************************
 AN1215  DESIGNATION -  M 694
 AN1215  PID         -  AN1215
 AN1215  STATE/COUNTY-  TX/REFUGIO
 AN1215  USGS QUAD   -  CRANELL (1978)
 AN1215
 AN1215                         *CURRENT SURVEY CONTROL
 AN1215  ___________________________________________________________________
 AN1215* NAD 83(1986)-  28 10 49.     (N)    097 22 59.     (W)     SCALED    
 AN1215* NAVD 88     -        13.535  (meters)      44.41   (feet)  ADJUSTED  
 AN1215  ___________________________________________________________________
 AN1215  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN1215  DYNAMIC HT  -          13.515 (meters)      44.34  (feet)  COMP
 AN1215  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 AN1215
 AN1215  VERT ORDER  -  FIRST     CLASS II
 AN1215
 AN1215.The horizontal coordinates were scaled from a topographic map and have
 AN1215.an estimated accuracy of +/- 6 seconds.
 AN1215
 AN1215.The orthometric height was determined by differential leveling
 AN1215.and adjusted by the National Geodetic Survey in June 1991..
 AN1215.WARNING-Repeat measurements at this control monument indicate possible
 AN1215.vertical movement.
 AN1215
 AN1215.The geoid height was determined by GEOID03.
 AN1215
 AN1215.The dynamic height is computed by dividing the NAVD 88
 AN1215.geopotential number by the normal gravity value computed on the
 AN1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1215.degrees latitude (g = 980.6199 gals.).
 AN1215
 AN1215.The modeled gravity was interpolated from observed gravity values.
 AN1215
 AN1215;                    North         East    Units  Estimated Accuracy
 AN1215;SPC TXSC     - 4,039,550.      758,790.      MT  (+/- 180 meters Scaled)
 AN1215
 AN1215                          SUPERSEDED SURVEY CONTROL
 AN1215
 AN1215  NGVD 29 (??/??/92)   13.72   (m)           45.0    (f) COMPUTED    1 2
 AN1215
 AN1215.Superseded values are not recommended for survey control.
 AN1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1215.See file dsdata.txt to determine how the superseded data were derived.
 AN1215
 AN1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS587182(NAD 83)
 AN1215_MARKER: DB = BENCH MARK DISK
 AN1215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1215_SP_SET: ABUTMENT
 AN1215_STAMPING: M 694 1942
 AN1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1215
 AN1215  HISTORY     - Date     Condition        Report By
 AN1215  HISTORY     - 1942     MONUMENTED       CGS
 AN1215  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1215  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1215  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1215
 AN1215                          STATION DESCRIPTION
 AN1215
 AN1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1215'5.2 MI SW FROM WOODSBORO.
 AN1215'TO REACH FROM THE RAILROAD STATION AT WOODSBORO, PROCEED 5.2 MILES
 AN1215'SOUTHWEST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO A
 AN1215'40.0 FOOT SPAN CONCRETE HIGHWAY BRIDGE RUNNING PARALLEL WITH THE TRACK
 AN1215'AND SITE OF BENCH MARK.  BENCH MARK IS 5 POLES SOUTHWEST OF MILE POST
 AN1215'NO.175 AND SET IN THE TOP OF THE SOUTHEAST CONCRETE WINGWALL OF THE
 AN1215'NORTHEAST ABUTMENT OF HIGHWAY BRIDGE.  IT IS ABOUT 90.0 FEET NORTHWEST
 AN1215'OF THE CENTERLINE OF TRACK, 14.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AN1215'ELEVATION AS THE CENTERLINE OF U.S. HIGHWAY NO.77.
 AN1215
 AN1215                          STATION RECOVERY (1990)
 AN1215
 AN1215'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1215'MARK NOT FOUND.
 AN1215
 AN1215                          STATION RECOVERY (1994)
 AN1215
 AN1215'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1215'MARK NOT FOUND.
 AN1215
 AN1215                          STATION RECOVERY (1999)
 AN1215
 AN1215'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1216 ***********************************************************************
 AN1216  DESIGNATION -  M 694 RESET 1953
 AN1216  PID         -  AN1216
 AN1216  STATE/COUNTY-  TX/REFUGIO
 AN1216  USGS QUAD   -  CRANELL (1978)
 AN1216
 AN1216                         *CURRENT SURVEY CONTROL
 AN1216  ___________________________________________________________________
 AN1216* NAD 83(1986)-  28 10 49.     (N)    097 22 59.     (W)     SCALED    
 AN1216* NAVD 88     -        13.746  (meters)      45.10   (feet)  ADJUSTED  
 AN1216  ___________________________________________________________________
 AN1216  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN1216  DYNAMIC HT  -          13.726 (meters)      45.03  (feet)  COMP
 AN1216  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 AN1216
 AN1216  VERT ORDER  -  FIRST     CLASS I
 AN1216
 AN1216.The horizontal coordinates were scaled from a topographic map and have
 AN1216.an estimated accuracy of +/- 6 seconds.
 AN1216
 AN1216.The orthometric height was determined by differential leveling
 AN1216.and adjusted by the National Geodetic Survey in June 1991..
 AN1216
 AN1216.The geoid height was determined by GEOID03.
 AN1216
 AN1216.The dynamic height is computed by dividing the NAVD 88
 AN1216.geopotential number by the normal gravity value computed on the
 AN1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1216.degrees latitude (g = 980.6199 gals.).
 AN1216
 AN1216.The modeled gravity was interpolated from observed gravity values.
 AN1216
 AN1216;                    North         East    Units  Estimated Accuracy
 AN1216;SPC TXSC     - 4,039,550.      758,790.      MT  (+/- 180 meters Scaled)
 AN1216
 AN1216                          SUPERSEDED SURVEY CONTROL
 AN1216
 AN1216  NGVD 29 (??/??/92)   13.914  (m)           45.65   (f) ADJ UNCH    1 1
 AN1216
 AN1216.Superseded values are not recommended for survey control.
 AN1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1216.See file dsdata.txt to determine how the superseded data were derived.
 AN1216
 AN1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS587182(NAD 83)
 AN1216_MARKER: DB = BENCH MARK DISK
 AN1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1216_SP_SET: CULVERT
 AN1216_STAMPING: M 694 RESET 1953
 AN1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1216
 AN1216  HISTORY     - Date     Condition        Report By
 AN1216  HISTORY     - 1953     MONUMENTED       TXHD
 AN1216  HISTORY     - 1978     GOOD             NGS
 AN1216  HISTORY     - 1990     GOOD             USPSQD
 AN1216  HISTORY     - 19940716 GOOD             USPSQD
 AN1216  HISTORY     - 19990724 GOOD             USPSQD
 AN1216
 AN1216                          STATION DESCRIPTION
 AN1216
 AN1216'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1216'5.2 MI SW FROM WOODSBORO.
 AN1216'5.2 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1216'RAILWAY FROM THE STATION AT WOODSBORO, REFUGIO COUNTY, 5 POLES
 AN1216'SOUTHWEST OF MILEPOST 175, 90 FEET NORTHWEST OF THE CENTER LINE OF THE
 AN1216'TRACK, AT A CULVERT UNDER U.S. HIGHWAY 77, IN THE NORTHEAST END OF THE
 AN1216'SOUTHEAST HEAD WALL, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AN1216'HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 AN1216'M 694 RESET 1953.
 AN1216
 AN1216                          STATION RECOVERY (1978)
 AN1216
 AN1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1216'RECOVERED IN GOOD CONDITION.
 AN1216
 AN1216                          STATION RECOVERY (1990)
 AN1216
 AN1216'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1216'RECOVERED IN GOOD CONDITION.
 AN1216
 AN1216                          STATION RECOVERY (1994)
 AN1216
 AN1216'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1216'RECOVERED IN GOOD CONDITION.
 AN1216
 AN1216                          STATION RECOVERY (1999)
 AN1216
 AN1216'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0560 ***********************************************************************
 AN0560  DESIGNATION -  M 696
 AN0560  PID         -  AN0560
 AN0560  STATE/COUNTY-  TX/JACKSON
 AN0560  USGS QUAD   -  MANSON (1995)
 AN0560
 AN0560                         *CURRENT SURVEY CONTROL
 AN0560  ___________________________________________________________________
 AN0560* NAD 83(1986)-  28 55 16.     (N)    096 35 37.     (W)     SCALED    
 AN0560* NAVD 88     -        15.99   (+/-2cm)      52.5    (feet)  VERTCON   
 AN0560  ___________________________________________________________________
 AN0560  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0560
 AN0560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0560
 AN0560.The horizontal coordinates were scaled from a topographic map and have
 AN0560.an estimated accuracy of +/- 6 seconds.
 AN0560
 AN0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0560.The vertical order pertains to the NGVD 29 superseded value.
 AN0560
 AN0560.The geoid height was determined by GEOID03.
 AN0560
 AN0560;                    North         East    Units  Estimated Accuracy
 AN0560;SPC TXSC     - 4,122,970.      834,610.      MT  (+/- 180 meters Scaled)
 AN0560
 AN0560                          SUPERSEDED SURVEY CONTROL
 AN0560
 AN0560  NGVD 29 (??/??/92)   16.009  (m)           52.52   (f) ADJ UNCH    2 0
 AN0560
 AN0560.Superseded values are not recommended for survey control.
 AN0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0560.See file dsdata.txt to determine how the superseded data were derived.
 AN0560
 AN0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT345016(NAD 83)
 AN0560_MARKER: DB = BENCH MARK DISK
 AN0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0560_STAMPING: M 696 1943
 AN0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0560+STABILITY: SURFACE MOTION
 AN0560
 AN0560  HISTORY     - Date     Condition        Report By
 AN0560  HISTORY     - 1943     MONUMENTED       CGS
 AN0560
 AN0560                          STATION DESCRIPTION
 AN0560
 AN0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0560'5.2 MI SE FROM EDNA.
 AN0560'TO REACH FROM THE COUNTY COURT HOUSE AT EDNA, PROCEED 2.2 MILES
 AN0560'SOUTHEAST ALONG STATE HIGHWAY NO. 111 TO THE INTERSECTION OF AN
 AN0560'IMPROVED ROAD LEADING TO LOLITA, THENCE GO 3.0 MILES SOUTHERLY ALONG
 AN0560'LOLITA ROAD AND SITE OF BENCH MARK. BENCH MARK IS 252.0 FEET NORTHWEST
 AN0560'OF A FARM HOUSE ON THE SOUTHWEST SIDE OF ROAD. IT IS 26.0 FEET
 AN0560'SOUTHWEST OF AND ABOUT 0.6 FOOT BELOW THE CENTERLINE OF ROAD, ABOUT
 AN0560'1.0 FOOT SOUTHWEST OF THE RIGHT OF WAY FENCE. MONUMENT IS 3.0 FEET
 AN0560'NORTHWEST OF A 4X4 INCH WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0561 ***********************************************************************
 AN0561  DESIGNATION -  M 696 RESET 1954
 AN0561  PID         -  AN0561
 AN0561  STATE/COUNTY-  TX/JACKSON
 AN0561  USGS QUAD   -  MANSON (1995)
 AN0561
 AN0561                         *CURRENT SURVEY CONTROL
 AN0561  ___________________________________________________________________
 AN0561* NAD 83(1986)-  28 55 16.     (N)    096 35 37.     (W)     SCALED    
 AN0561* NAVD 88     -        15.848  (meters)      51.99   (feet)  ADJUSTED  
 AN0561  ___________________________________________________________________
 AN0561  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0561  DYNAMIC HT  -          15.825 (meters)      51.92  (feet)  COMP
 AN0561  MODELED GRAV-     979,212.6   (mgal)                       NAVD 88
 AN0561
 AN0561  VERT ORDER  -  FIRST     CLASS I
 AN0561
 AN0561.The horizontal coordinates were scaled from a topographic map and have
 AN0561.an estimated accuracy of +/- 6 seconds.
 AN0561
 AN0561.The orthometric height was determined by differential leveling
 AN0561.and adjusted by the National Geodetic Survey in June 1991..
 AN0561
 AN0561.The geoid height was determined by GEOID03.
 AN0561
 AN0561.The dynamic height is computed by dividing the NAVD 88
 AN0561.geopotential number by the normal gravity value computed on the
 AN0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0561.degrees latitude (g = 980.6199 gals.).
 AN0561
 AN0561.The modeled gravity was interpolated from observed gravity values.
 AN0561
 AN0561;                    North         East    Units  Estimated Accuracy
 AN0561;SPC TXSC     - 4,122,970.      834,610.      MT  (+/- 180 meters Scaled)
 AN0561
 AN0561                          SUPERSEDED SURVEY CONTROL
 AN0561
 AN0561  NGVD 29 (??/??/92)   15.860  (m)           52.03   (f) ADJ UNCH    1 1
 AN0561
 AN0561.Superseded values are not recommended for survey control.
 AN0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0561.See file dsdata.txt to determine how the superseded data were derived.
 AN0561
 AN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT345016(NAD 83)
 AN0561_MARKER: DB = BENCH MARK DISK
 AN0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0561_STAMPING: M 696 RESET 1954
 AN0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0561+STABILITY: SURFACE MOTION
 AN0561
 AN0561  HISTORY     - Date     Condition        Report By
 AN0561  HISTORY     - 1954     MONUMENTED       TXHD
 AN0561  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0561
 AN0561                          STATION DESCRIPTION
 AN0561
 AN0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0561'5.2 MI SE FROM EDNA.
 AN0561'ABOUT 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0561'AT EDNA, THENCE 3.0 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO.
 AN0561'1822, 0.15 MILE SOUTHEAST OF THE JUNCTION OF FRANKLINE ROAD, 239 FEET
 AN0561'NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY TO A SMALL FRAME
 AN0561'HOUSE, 223 FEET NORTHWEST OF A POWER LINE POLE BEARING A TRANSFORMER,
 AN0561'52 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 0.8 FOOT
 AN0561'SOUTHWEST OF A FENCE LINE, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 AN0561'2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 AN0561'POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0642 ***********************************************************************
 AN0642  DESIGNATION -  M 697
 AN0642  PID         -  AN0642
 AN0642  STATE/COUNTY-  TX/VICTORIA
 AN0642  USGS QUAD   -  LA SALLE (1995)
 AN0642
 AN0642                         *CURRENT SURVEY CONTROL
 AN0642  ___________________________________________________________________
 AN0642* NAD 83(1986)-  28 46 42.     (N)    096 43 15.     (W)     SCALED    
 AN0642* NAVD 88     -        11.88   (+/-2cm)      39.0    (feet)  VERTCON   
 AN0642  ___________________________________________________________________
 AN0642  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0642
 AN0642  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0642
 AN0642.The horizontal coordinates were scaled from a topographic map and have
 AN0642.an estimated accuracy of +/- 6 seconds.
 AN0642
 AN0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0642.The vertical order pertains to the NGVD 29 superseded value.
 AN0642
 AN0642.The geoid height was determined by GEOID03.
 AN0642
 AN0642;                    North         East    Units  Estimated Accuracy
 AN0642;SPC TXSC     - 4,106,900.      822,520.      MT  (+/- 180 meters Scaled)
 AN0642
 AN0642                          SUPERSEDED SURVEY CONTROL
 AN0642
 AN0642  NGVD 29 (??/??/92)   11.992  (m)           39.34   (f) ADJ UNCH    1 2
 AN0642
 AN0642.Superseded values are not recommended for survey control.
 AN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0642.See file dsdata.txt to determine how the superseded data were derived.
 AN0642
 AN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS224855(NAD 83)
 AN0642_MARKER: DB = BENCH MARK DISK
 AN0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0642_STAMPING: M 697 1943
 AN0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0642+STABILITY: SURFACE MOTION
 AN0642
 AN0642  HISTORY     - Date     Condition        Report By
 AN0642  HISTORY     - 1943     MONUMENTED       CGS
 AN0642  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0642
 AN0642                          STATION DESCRIPTION
 AN0642
 AN0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0642'10.5 MI SE FROM INEZ.
 AN0642'10.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AN0642'INEZ, VICTORIA COUNTY, 2.8 MILES NORTHEAST AND 1.1 MILES NORTH OF THE
 AN0642'MISSOURI PACIFIC RAILROAD STATION AT CARR, 28 FEET WEST OF THE
 AN0642'CENTERLINE OF THE ROAD, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 AN0642'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M 697 1943 AND SET
 AN0642'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN0642
 AN0642                          STATION RECOVERY (1978)
 AN0642
 AN0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0642'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0748 ***********************************************************************
 AN0748  DESIGNATION -  M 698
 AN0748  PID         -  AN0748
 AN0748  STATE/COUNTY-  TX/VICTORIA
 AN0748  USGS QUAD   -  VICTORIA WEST (1987)
 AN0748
 AN0748                         *CURRENT SURVEY CONTROL
 AN0748  ___________________________________________________________________
 AN0748* NAD 83(1986)-  28 47 23.     (N)    097 00 38.     (W)     SCALED    
 AN0748* NAVD 88     -        18.15   (+/-2cm)      59.5    (feet)  VERTCON   
 AN0748  ___________________________________________________________________
 AN0748  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN0748
 AN0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0748
 AN0748.The horizontal coordinates were scaled from a topographic map and have
 AN0748.an estimated accuracy of +/- 6 seconds.
 AN0748
 AN0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0748.The vertical order pertains to the NGVD 29 superseded value.
 AN0748
 AN0748.The geoid height was determined by GEOID03.
 AN0748
 AN0748;                    North         East    Units  Estimated Accuracy
 AN0748;SPC TXSC     - 4,107,650.      794,210.      MT  (+/- 180 meters Scaled)
 AN0748
 AN0748                          SUPERSEDED SURVEY CONTROL
 AN0748
 AN0748  NGVD 29 (??/??/92)   18.241  (m)           59.85   (f) ADJ UNCH    2 0
 AN0748
 AN0748.Superseded values are not recommended for survey control.
 AN0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0748.See file dsdata.txt to determine how the superseded data were derived.
 AN0748
 AN0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS941863(NAD 83)
 AN0748_MARKER: DB = BENCH MARK DISK
 AN0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0748_SP_SET: ABUTMENT
 AN0748_STAMPING: M 698 1943
 AN0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0748
 AN0748  HISTORY     - Date     Condition        Report By
 AN0748  HISTORY     - 1943     MONUMENTED       CGS
 AN0748
 AN0748                          STATION DESCRIPTION
 AN0748
 AN0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0748'IN VICTORIA.
 AN0748'AT VICTORIA, ON THE TEXAS AND NEW ORLEANS RAILROAD, 0.5 MILE SOUTH OF
 AN0748'THE CITY HALL, 140 FEET WEST OF MILEPOST 92, AT THE BRIDGE OVER
 AN0748'GUADALUPE RIVER, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT,
 AN0748'13.6 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 5.5 FEET LOWER
 AN0748'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1518 ***********************************************************************
 AN1518  DESIGNATION -  M 699
 AN1518  PID         -  AN1518
 AN1518  STATE/COUNTY-  TX/SAN PATRICIO
 AN1518  USGS QUAD   -  SINTON WEST (1979)
 AN1518
 AN1518                         *CURRENT SURVEY CONTROL
 AN1518  ___________________________________________________________________
 AN1518* NAD 83(1986)-  28 00 43.     (N)    097 31 44.     (W)     SCALED    
 AN1518* NAVD 88     -        16.156  (meters)      53.01   (feet)  ADJUSTED  
 AN1518  ___________________________________________________________________
 AN1518  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN1518  DYNAMIC HT  -          16.131 (meters)      52.92  (feet)  COMP
 AN1518  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 AN1518
 AN1518  VERT ORDER  -  FIRST     CLASS I
 AN1518
 AN1518.The horizontal coordinates were scaled from a topographic map and have
 AN1518.an estimated accuracy of +/- 6 seconds.
 AN1518
 AN1518.The orthometric height was determined by differential leveling
 AN1518.and adjusted by the National Geodetic Survey in June 1991..
 AN1518
 AN1518.The geoid height was determined by GEOID03.
 AN1518
 AN1518.The dynamic height is computed by dividing the NAVD 88
 AN1518.geopotential number by the normal gravity value computed on the
 AN1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1518.degrees latitude (g = 980.6199 gals.).
 AN1518
 AN1518.The modeled gravity was interpolated from observed gravity values.
 AN1518
 AN1518;                    North         East    Units  Estimated Accuracy
 AN1518;SPC TX S     - 5,260,220.      395,510.      MT  (+/- 180 meters Scaled)
 AN1518
 AN1518                          SUPERSEDED SURVEY CONTROL
 AN1518
 AN1518  NGVD 29 (??/??/92)   16.334  (m)           53.59   (f) ADJ UNCH    1 1
 AN1518
 AN1518.Superseded values are not recommended for survey control.
 AN1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1518.See file dsdata.txt to determine how the superseded data were derived.
 AN1518
 AN1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR446993(NAD 83)
 AN1518_MARKER: DB = BENCH MARK DISK
 AN1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1518_STAMPING: M 699 1943
 AN1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1518+STABILITY: SURFACE MOTION
 AN1518
 AN1518  HISTORY     - Date     Condition        Report By
 AN1518  HISTORY     - 1943     MONUMENTED       CGS
 AN1518  HISTORY     - 1950     GOOD             NGS
 AN1518  HISTORY     - 1978     GOOD             NGS
 AN1518  HISTORY     - 1981     GOOD             NGS
 AN1518  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1518
 AN1518                          STATION DESCRIPTION
 AN1518
 AN1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1518'2.0 MI SW FROM SINTON.
 AN1518'2.0 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1518'RAILROAD FROM THE STATION AT SINTON, 60 FEET SOUTHEAST OF THE CENTER
 AN1518'LINE OF U.S. HIGHWAY 77, 38 FEET NORTHWEST OF THE NORTHWEST RAIL, 9
 AN1518'FEET NORTHEAST OF MILEPOST 160, 2 FEET SOUTHWEST OF A WITNESS POST,
 AN1518'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AN1518'GROUND.  NOTE-- ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD IS NOW THE
 AN1518'SOUTHERN PACIFIC LINES.
 AN1518
 AN1518                          STATION RECOVERY (1978)
 AN1518
 AN1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1518'RECOVERED IN GOOD CONDITION.
 AN1518
 AN1518                          STATION RECOVERY (1981)
 AN1518
 AN1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1518'RECOVERED IN GOOD CONDITION.
 AN1518
 AN1518                          STATION RECOVERY (1996)
 AN1518
 AN1518'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0172 ***********************************************************************
 AB0172  DESIGNATION -  M 7
 AB0172  PID         -  AB0172
 AB0172  STATE/COUNTY-  TX/CAMERON
 AB0172  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0172
 AB0172                         *CURRENT SURVEY CONTROL
 AB0172  ___________________________________________________________________
 AB0172* NAD 83(1986)-  25 57 01.     (N)    097 33 40.     (W)     SCALED    
 AB0172* NAVD 88     -        13.065  (meters)      42.86   (feet)  ADJUSTED  
 AB0172  ___________________________________________________________________
 AB0172  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 AB0172  DYNAMIC HT  -          13.044 (meters)      42.80  (feet)  COMP
 AB0172  MODELED GRAV-     979,024.4   (mgal)                       NAVD 88
 AB0172
 AB0172  VERT ORDER  -  SECOND    CLASS 0
 AB0172
 AB0172.The horizontal coordinates were scaled from a topographic map and have
 AB0172.an estimated accuracy of +/- 6 seconds.
 AB0172
 AB0172.The orthometric height was determined by differential leveling
 AB0172.and adjusted by the National Geodetic Survey in June 1991..
 AB0172
 AB0172.The geoid height was determined by GEOID03.
 AB0172
 AB0172.The dynamic height is computed by dividing the NAVD 88
 AB0172.geopotential number by the normal gravity value computed on the
 AB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0172.degrees latitude (g = 980.6199 gals.).
 AB0172
 AB0172.The modeled gravity was interpolated from observed gravity values.
 AB0172
 AB0172;                    North         East    Units  Estimated Accuracy
 AB0172;SPC TX S     - 5,031,770.      394,040.      MT  (+/- 180 meters Scaled)
 AB0172
 AB0172                          SUPERSEDED SURVEY CONTROL
 AB0172
 AB0172  NGVD 29 (??/??/92)   13.151  (m)           43.15   (f) ADJ UNCH    2 0
 AB0172
 AB0172.Superseded values are not recommended for survey control.
 AB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0172.See file dsdata.txt to determine how the superseded data were derived.
 AB0172
 AB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP440709(NAD 83)
 AB0172_MARKER: DD = SURVEY DISK
 AB0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0172_SP_SET: CULVERT
 AB0172_STAMPING: M 7 42.89
 AB0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0172
 AB0172  HISTORY     - Date     Condition        Report By
 AB0172  HISTORY     - UNK      MONUMENTED
 AB0172  HISTORY     - 1942     GOOD             NGS
 AB0172  HISTORY     - 1988     GOOD             USPSQD
 AB0172
 AB0172                          STATION DESCRIPTION
 AB0172
 AB0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0172'4.9 MI NW FROM BROWNSVILLE.
 AB0172'4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0172'AT BROWNSVILLE, CAMERON COUNTY, 38.5 FEET SOUTHEAST OF THE SOUTHEAST
 AB0172'END OF A WOODEN BRIDGE, AT A 3-BY 6-FOOT CONCRETE-BOX CULVERT UNDER
 AB0172'THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL, 14.4
 AB0172'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET
 AB0172'HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED M 7
 AB0172'42.89.
 AB0172
 AB0172                          STATION RECOVERY (1988)
 AB0172
 AB0172'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0003 ***********************************************************************
 DQ0003  DESIGNATION -  M 70
 DQ0003  PID         -  DQ0003
 DQ0003  STATE/COUNTY-  TX/LAMB
 DQ0003  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0003
 DQ0003                         *CURRENT SURVEY CONTROL
 DQ0003  ___________________________________________________________________
 DQ0003* NAD 83(1986)-  33 56 26.     (N)    102 21 03.     (W)     SCALED    
 DQ0003* NAVD 88     -      1091.585  (meters)    3581.31   (feet)  ADJUSTED  
 DQ0003  ___________________________________________________________________
 DQ0003  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 DQ0003  DYNAMIC HT  -        1090.170 (meters)    3576.67  (feet)  COMP
 DQ0003  MODELED GRAV-     979,302.0   (mgal)                       NAVD 88
 DQ0003
 DQ0003  VERT ORDER  -  FIRST     CLASS II
 DQ0003
 DQ0003.The horizontal coordinates were scaled from a topographic map and have
 DQ0003.an estimated accuracy of +/- 6 seconds.
 DQ0003
 DQ0003.The orthometric height was determined by differential leveling
 DQ0003.and adjusted by the National Geodetic Survey in June 1991..
 DQ0003
 DQ0003.The geoid height was determined by GEOID03.
 DQ0003
 DQ0003.The dynamic height is computed by dividing the NAVD 88
 DQ0003.geopotential number by the normal gravity value computed on the
 DQ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0003.degrees latitude (g = 980.6199 gals.).
 DQ0003
 DQ0003.The modeled gravity was interpolated from observed gravity values.
 DQ0003
 DQ0003;                    North         East    Units  Estimated Accuracy
 DQ0003;SPC TXNC     - 2,258,690.      244,080.      MT  (+/- 180 meters Scaled)
 DQ0003
 DQ0003                          SUPERSEDED SURVEY CONTROL
 DQ0003
 DQ0003  NGVD 29 (??/??/92) 1091.117  (m)         3579.77   (f) ADJ UNCH    1 2
 DQ0003
 DQ0003.Superseded values are not recommended for survey control.
 DQ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0003.See file dsdata.txt to determine how the superseded data were derived.
 DQ0003
 DQ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT448587(NAD 83)
 DQ0003_MARKER: DB = BENCH MARK DISK
 DQ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0003_STAMPING: 3759.773 M 70 1930
 DQ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0003+STABILITY: SURFACE MOTION
 DQ0003
 DQ0003  HISTORY     - Date     Condition        Report By
 DQ0003  HISTORY     - 1930     MONUMENTED       CGS
 DQ0003  HISTORY     - 1934     GOOD             NGS
 DQ0003  HISTORY     - 1964     MARK NOT FOUND   USGS
 DQ0003  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0003
 DQ0003                          STATION DESCRIPTION
 DQ0003
 DQ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0003'1.5 MI N FROM LITTLEFIELD.
 DQ0003'1.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DQ0003'LITTLEFIELD, LAMB COUNTY, ABOUT 1/2 MILE SOUTH OF MILEPOST 51, IN LINE
 DQ0003'WITH THE SOUTH SIDE OF THE ROAD JOINING THE HIGHWAY FROM THE WEST, 100
 DQ0003'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CEMETERY, 50 FEET WEST
 DQ0003'OF THE TRACK, ABOUT 1 FOOT UNDER GROUND, AND SET IN THE TOP OF A
 DQ0003'CONCRETE POST.
 DQ0003
 DQ0003                          STATION RECOVERY (1964)
 DQ0003
 DQ0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DQ0003'MARK NOT FOUND.
 DQ0003
 DQ0003                          STATION RECOVERY (1982)
 DQ0003
 DQ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0201 ***********************************************************************
 BO0201  DESIGNATION -  M 700
 BO0201  PID         -  BO0201
 BO0201  STATE/COUNTY-  TX/CROCKETT
 BO0201  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0201
 BO0201                         *CURRENT SURVEY CONTROL
 BO0201  ___________________________________________________________________
 BO0201* NAD 83(1986)-  30 52 44.     (N)    101 09 40.     (W)     SCALED    
 BO0201* NAVD 88     -       773.127  (meters)    2536.50   (feet)  ADJUSTED  
 BO0201  ___________________________________________________________________
 BO0201  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0201  DYNAMIC HT  -         772.000 (meters)    2532.80  (feet)  COMP
 BO0201  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 BO0201
 BO0201  VERT ORDER  -  SECOND    CLASS 0
 BO0201
 BO0201.The horizontal coordinates were scaled from a topographic map and have
 BO0201.an estimated accuracy of +/- 6 seconds.
 BO0201
 BO0201.The orthometric height was determined by differential leveling
 BO0201.and adjusted by the National Geodetic Survey in June 1991..
 BO0201
 BO0201.The geoid height was determined by GEOID03.
 BO0201
 BO0201.The dynamic height is computed by dividing the NAVD 88
 BO0201.geopotential number by the normal gravity value computed on the
 BO0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0201.degrees latitude (g = 980.6199 gals.).
 BO0201
 BO0201.The modeled gravity was interpolated from observed gravity values.
 BO0201
 BO0201;                    North         East    Units  Estimated Accuracy
 BO0201;SPC TX C     - 3,134,680.      620,850.      MT  (+/- 180 meters Scaled)
 BO0201
 BO0201                          SUPERSEDED SURVEY CONTROL
 BO0201
 BO0201  NGVD 29 (??/??/92)  772.894  (m)         2535.74   (f) ADJ UNCH    2 0
 BO0201
 BO0201.Superseded values are not recommended for survey control.
 BO0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0201.See file dsdata.txt to determine how the superseded data were derived.
 BO0201
 BO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV934181(NAD 83)
 BO0201_MARKER: DB = BENCH MARK DISK
 BO0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0201_SP_SET: BRIDGE
 BO0201_STAMPING: M 700 1942
 BO0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0201
 BO0201  HISTORY     - Date     Condition        Report By
 BO0201  HISTORY     - 1942     MONUMENTED       CGS
 BO0201  HISTORY     - 1966     MARK NOT FOUND   NGS
 BO0201  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0201
 BO0201                          STATION DESCRIPTION
 BO0201
 BO0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0201'12.4 MI N FROM OZONA.
 BO0201'ABOUT 12.4 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0201'BANK AT OZONA, CROCKETT COUNTY, AT BRIDGE S 5-T 50, 2.9 FEET NORTH OF
 BO0201'THE SOUTH END OF THE BRIDGE, IN THE SOUTH END OF THE WEST BANNISTER,
 BO0201'12.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 18 INCHES
 BO0201'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 700 1942. NOTE--
 BO0201'IT IS BELIEVED THIS BENCH MARK WAS DESTROYED WHEN THE CULVERTS WERE
 BO0201'WIDENED DURING ROAD IMPROVEMENTS ALONG STATE HIGHWAY 163.
 BO0201
 BO0201                          STATION RECOVERY (1967)
 BO0201
 BO0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0177 ***********************************************************************
 BO0177  DESIGNATION -  M 701
 BO0177  PID         -  BO0177
 BO0177  STATE/COUNTY-  TX/CROCKETT
 BO0177  USGS QUAD   -  HUNT RANCH (1967)
 BO0177
 BO0177                         *CURRENT SURVEY CONTROL
 BO0177  ___________________________________________________________________
 BO0177* NAD 83(1986)-  30 37 01.     (N)    101 16 29.     (W)     SCALED    
 BO0177* NAVD 88     -       769.355  (meters)    2524.13   (feet)  ADJUSTED  
 BO0177  ___________________________________________________________________
 BO0177  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 BO0177  DYNAMIC HT  -         768.217 (meters)    2520.39  (feet)  COMP
 BO0177  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 BO0177
 BO0177  VERT ORDER  -  FIRST     CLASS II
 BO0177
 BO0177.The horizontal coordinates were scaled from a topographic map and have
 BO0177.an estimated accuracy of +/- 6 seconds.
 BO0177
 BO0177.The orthometric height was determined by differential leveling
 BO0177.and adjusted by the National Geodetic Survey in June 1991..
 BO0177
 BO0177.The geoid height was determined by GEOID03.
 BO0177
 BO0177.The dynamic height is computed by dividing the NAVD 88
 BO0177.geopotential number by the normal gravity value computed on the
 BO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0177.degrees latitude (g = 980.6199 gals.).
 BO0177
 BO0177.The modeled gravity was interpolated from observed gravity values.
 BO0177
 BO0177;                    North         East    Units  Estimated Accuracy
 BO0177;SPC TX C     - 3,105,730.      609,750.      MT  (+/- 180 meters Scaled)
 BO0177
 BO0177                          SUPERSEDED SURVEY CONTROL
 BO0177
 BO0177  NGVD 29 (??/??/92)  769.142  (m)         2523.43   (f) ADJ UNCH    1 2
 BO0177
 BO0177.Superseded values are not recommended for survey control.
 BO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0177.See file dsdata.txt to determine how the superseded data were derived.
 BO0177
 BO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU819893(NAD 83)
 BO0177_MARKER: DB = BENCH MARK DISK
 BO0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0177_STAMPING: M 701 1942
 BO0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0177+STABILITY: SURFACE MOTION
 BO0177
 BO0177  HISTORY     - Date     Condition        Report By
 BO0177  HISTORY     - 1942     MONUMENTED       CGS
 BO0177  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0177
 BO0177                          STATION DESCRIPTION
 BO0177
 BO0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0177'10.8 MI SW FROM OZONA.
 BO0177'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0177'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0177'ABOUT 6.2 MILES SOUTH ALONG A DIRT ROAD, 67.5 FEET WEST OF THE CENTER
 BO0177'LINE OF THE DIRT ROAD, 1.8 FEET EAST OF A WIRE FENCE, 21.0 FEET SOUTH
 BO0177'OF A TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD, 2.0 FEET NORTH OF A
 BO0177'STANDARD REFERENCE POST.
 BO0177
 BO0177                          STATION RECOVERY (1967)
 BO0177
 BO0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0230 ***********************************************************************
 BO0230  DESIGNATION -  M 702
 BO0230  PID         -  BO0230
 BO0230  STATE/COUNTY-  TX/CROCKETT
 BO0230  USGS QUAD   -  HOWARDS WELL SW (1970)
 BO0230
 BO0230                         *CURRENT SURVEY CONTROL
 BO0230  ___________________________________________________________________
 BO0230* NAD 83(1986)-  30 22 18.     (N)    101 29 10.     (W)     SCALED    
 BO0230* NAVD 88     -       578.918  (meters)    1899.33   (feet)  ADJUSTED  
 BO0230  ___________________________________________________________________
 BO0230  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 BO0230  DYNAMIC HT  -         578.054 (meters)    1896.50  (feet)  COMP
 BO0230  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 BO0230
 BO0230  VERT ORDER  -  FIRST     CLASS II
 BO0230
 BO0230.The horizontal coordinates were scaled from a topographic map and have
 BO0230.an estimated accuracy of +/- 6 seconds.
 BO0230
 BO0230.The orthometric height was determined by differential leveling
 BO0230.and adjusted by the National Geodetic Survey in June 1991..
 BO0230
 BO0230.The geoid height was determined by GEOID03.
 BO0230
 BO0230.The dynamic height is computed by dividing the NAVD 88
 BO0230.geopotential number by the normal gravity value computed on the
 BO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0230.degrees latitude (g = 980.6199 gals.).
 BO0230
 BO0230.The modeled gravity was interpolated from observed gravity values.
 BO0230
 BO0230;                    North         East    Units  Estimated Accuracy
 BO0230;SPC TX C     - 3,078,730.      589,200.      MT  (+/- 180 meters Scaled)
 BO0230
 BO0230                          SUPERSEDED SURVEY CONTROL
 BO0230
 BO0230  NGVD 29 (??/??/92)  578.745  (m)         1898.77   (f) ADJ UNCH    1 2
 BO0230
 BO0230.Superseded values are not recommended for survey control.
 BO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0230.See file dsdata.txt to determine how the superseded data were derived.
 BO0230
 BO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU610625(NAD 83)
 BO0230_MARKER: DB = BENCH MARK DISK
 BO0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0230_STAMPING: M 702 1942
 BO0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0230+STABILITY: SURFACE MOTION
 BO0230
 BO0230  HISTORY     - Date     Condition        Report By
 BO0230  HISTORY     - 1942     MONUMENTED       CGS
 BO0230  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0230
 BO0230                          STATION DESCRIPTION
 BO0230
 BO0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0230'14.6 MI N FROM PANDALE.
 BO0230'THIS MARK IS ABOUT 14.6 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0230'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 60.8 FEET NORTHWEST OF THE
 BO0230'CENTER LINE OF THE DIRT ROAD, 1.5 FEET SOUTHEAST OF A WIRE FENCE WHICH
 BO0230'RUNS PARALLEL WITH THE ROAD, 87.8 FEET NORTHEAST OF A TELEPHONE POLE,
 BO0230'ABOUT 1.0 FOOT LOWER THAN THE ROAD.
 BO0230
 BO0230                          STATION RECOVERY (1970)
 BO0230
 BO0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0300 ***********************************************************************
 BO0300  DESIGNATION -  M 703
 BO0300  PID         -  BO0300
 BO0300  STATE/COUNTY-  TX/VAL VERDE
 BO0300  USGS QUAD   -  LITTLE FIELDER DRAW (1970)
 BO0300
 BO0300                         *CURRENT SURVEY CONTROL
 BO0300  ___________________________________________________________________
 BO0300* NAD 83(1986)-  30 05 02.     (N)    101 33 55.     (W)     SCALED    
 BO0300* NAVD 88     -       539.101  (meters)    1768.70   (feet)  ADJUSTED  
 BO0300  ___________________________________________________________________
 BO0300  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BO0300  DYNAMIC HT  -         538.307 (meters)    1766.10  (feet)  COMP
 BO0300  MODELED GRAV-     979,152.4   (mgal)                       NAVD 88
 BO0300
 BO0300  VERT ORDER  -  FIRST     CLASS II
 BO0300
 BO0300.The horizontal coordinates were scaled from a topographic map and have
 BO0300.an estimated accuracy of +/- 6 seconds.
 BO0300
 BO0300.The orthometric height was determined by differential leveling
 BO0300.and adjusted by the National Geodetic Survey in June 1991..
 BO0300
 BO0300.The geoid height was determined by GEOID03.
 BO0300
 BO0300.The dynamic height is computed by dividing the NAVD 88
 BO0300.geopotential number by the normal gravity value computed on the
 BO0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0300.degrees latitude (g = 980.6199 gals.).
 BO0300
 BO0300.The modeled gravity was interpolated from observed gravity values.
 BO0300
 BO0300;                    North         East    Units  Estimated Accuracy
 BO0300;SPC TXSC     - 4,252,140.      352,730.      MT  (+/- 180 meters Scaled)
 BO0300
 BO0300                          SUPERSEDED SURVEY CONTROL
 BO0300
 BO0300  NGVD 29 (??/??/92)  538.966  (m)         1768.26   (f) ADJ UNCH    1 2
 BO0300
 BO0300.Superseded values are not recommended for survey control.
 BO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0300.See file dsdata.txt to determine how the superseded data were derived.
 BO0300
 BO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU527308(NAD 83)
 BO0300_MARKER: DB = BENCH MARK DISK
 BO0300_SETTING: 66 = SET IN ROCK OUTCROP
 BO0300_SP_SET: OUTCROP
 BO0300_STAMPING: M 703 1942
 BO0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0300+STABILITY: POSITION/ELEVATION WELL
 BO0300
 BO0300  HISTORY     - Date     Condition        Report By
 BO0300  HISTORY     - 1942     MONUMENTED       CGS
 BO0300  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0300
 BO0300                          STATION DESCRIPTION
 BO0300
 BO0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0300'9.7 MI S FROM PANDALE.
 BO0300'THIS MARK IS ABOUT 9.7 MILES SOUTH ALONG A DIRT ROAD FROM THE
 BO0300'SCHOOLHOUSE PANDALE, VAL VERDE COUNTY, 48.9 FEET WEST OF THE CENTER
 BO0300'LINE OF THE DIRT ROAD, 14.9 FEET SOUTHEAST OF A CEDAR TREE, 13.3 FEET
 BO0300'SOUTHWEST OF A MOUNTAIN LAUREL TREE, SET IN THE TOP OF A ROCK OUTCROP
 BO0300'AND SURROUNDED BY A CIRCLE OF ROCKS, ABOUT 5.0 FEET HIGHER THAN THE
 BO0300'ROAD.
 BO0300
 BO0300                          STATION RECOVERY (1999)
 BO0300
 BO0300'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0439 ***********************************************************************
 CD0439  DESIGNATION -  M 705
 CD0439  PID         -  CD0439
 CD0439  STATE/COUNTY-  TX/HUDSPETH
 CD0439  USGS QUAD   -  SCRATCH RANCH (1984)
 CD0439
 CD0439                         *CURRENT SURVEY CONTROL
 CD0439  ___________________________________________________________________
 CD0439* NAD 83(1986)-  31 31 03.     (N)    105 20 54.     (W)     SCALED    
 CD0439* NAVD 88     -      1303.470  (meters)    4276.47   (feet)  ADJUSTED  
 CD0439  ___________________________________________________________________
 CD0439  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0439  DYNAMIC HT  -        1301.453 (meters)    4269.85  (feet)  COMP
 CD0439  MODELED GRAV-     979,047.1   (mgal)                       NAVD 88
 CD0439
 CD0439  VERT ORDER  -  FIRST     CLASS II
 CD0439
 CD0439.The horizontal coordinates were scaled from a topographic map and have
 CD0439.an estimated accuracy of +/- 6 seconds.
 CD0439
 CD0439.The orthometric height was determined by differential leveling
 CD0439.and adjusted by the National Geodetic Survey in June 1991..
 CD0439
 CD0439.The geoid height was determined by GEOID03.
 CD0439
 CD0439.The dynamic height is computed by dividing the NAVD 88
 CD0439.geopotential number by the normal gravity value computed on the
 CD0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0439.degrees latitude (g = 980.6199 gals.).
 CD0439
 CD0439.The modeled gravity was interpolated from observed gravity values.
 CD0439
 CD0439;                    North         East    Units  Estimated Accuracy
 CD0439;SPC TX C     - 3,215,910.      223,850.      MT  (+/- 180 meters Scaled)
 CD0439
 CD0439                          SUPERSEDED SURVEY CONTROL
 CD0439
 CD0439  NGVD 29 (??/??/92) 1302.900  (m)         4274.60   (f) ADJ UNCH    1 2
 CD0439
 CD0439.Superseded values are not recommended for survey control.
 CD0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0439.See file dsdata.txt to determine how the superseded data were derived.
 CD0439
 CD0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ669870(NAD 83)
 CD0439_MARKER: DB = BENCH MARK DISK
 CD0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0439_STAMPING: M 705 1942
 CD0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0439+STABILITY: SURFACE MOTION
 CD0439
 CD0439  HISTORY     - Date     Condition        Report By
 CD0439  HISTORY     - 1942     MONUMENTED       CGS
 CD0439  HISTORY     - 1958     GOOD             NGS
 CD0439
 CD0439                          STATION DESCRIPTION
 CD0439
 CD0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0439'25.4 MI N FROM SIERRA BLANCA.
 CD0439'ABOUT 25.2 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0439'PACIFIC RAILROAD STATION AT SIERRA BLANCA, THENCE ABOUT 0.2 MILE EAST
 CD0439'ACROSS A PASTURE TO THE OLD ROAD BED, 27 FEET EAST OF THE CENTER LINE
 CD0439'OF THE OLD ROAD, ABOUT 0.2 MILE NORTH OF THE CROSSING OF A PRIVATE
 CD0439'TRAIL ROAD, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CD0439'FOOT ABOVE THE LEVEL OF THE OLD ROAD, AND IN THE TOP OF A CONCRETE
 CD0439'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0383 ***********************************************************************
 BP0383  DESIGNATION -  M 706
 BP0383  PID         -  BP0383
 BP0383  STATE/COUNTY-  TX/BREWSTER
 BP0383  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0383
 BP0383                         *CURRENT SURVEY CONTROL
 BP0383  ___________________________________________________________________
 BP0383* NAD 83(1986)-  30 18 15.     (N)    103 36 25.     (W)     SCALED    
 BP0383* NAVD 88     -      1501.780  (meters)    4927.09   (feet)  ADJUSTED  
 BP0383  ___________________________________________________________________
 BP0383  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 BP0383  DYNAMIC HT  -        1499.304 (meters)    4918.97  (feet)  COMP
 BP0383  MODELED GRAV-     978,939.5   (mgal)                       NAVD 88
 BP0383
 BP0383  VERT ORDER  -  FIRST     CLASS I
 BP0383
 BP0383.The horizontal coordinates were scaled from a topographic map and have
 BP0383.an estimated accuracy of +/- 6 seconds.
 BP0383
 BP0383.The orthometric height was determined by differential leveling
 BP0383.and adjusted by the National Geodetic Survey in June 1991..
 BP0383
 BP0383.The geoid height was determined by GEOID03.
 BP0383
 BP0383.The dynamic height is computed by dividing the NAVD 88
 BP0383.geopotential number by the normal gravity value computed on the
 BP0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0383.degrees latitude (g = 980.6199 gals.).
 BP0383
 BP0383.The modeled gravity was interpolated from observed gravity values.
 BP0383
 BP0383;                    North         East    Units  Estimated Accuracy
 BP0383;SPC TXSC     - 4,282,570.      156,970.      MT  (+/- 180 meters Scaled)
 BP0383
 BP0383                          SUPERSEDED SURVEY CONTROL
 BP0383
 BP0383  NGVD 29 (??/??/92) 1501.280  (m)         4925.45   (f) ADJ UNCH    1 1
 BP0383
 BP0383.Superseded values are not recommended for survey control.
 BP0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0383.See file dsdata.txt to determine how the superseded data were derived.
 BP0383
 BP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP339533(NAD 83)
 BP0383_MARKER: DB = BENCH MARK DISK
 BP0383_SETTING: 66 = SET IN ROCK OUTCROP
 BP0383_SP_SET: ROCK OUTCROP
 BP0383_STAMPING: M 706 1943
 BP0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0383+STABILITY: POSITION/ELEVATION WELL
 BP0383
 BP0383  HISTORY     - Date     Condition        Report By
 BP0383  HISTORY     - 1943     MONUMENTED       CGS
 BP0383  HISTORY     - 1958     GOOD             NGS
 BP0383  HISTORY     - 1977     GOOD             NGS
 BP0383  HISTORY     - 1981     GOOD             NGS
 BP0383  HISTORY     - 19961008 GOOD             USPSQD
 BP0383
 BP0383                          STATION DESCRIPTION
 BP0383
 BP0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0383'5.35 MI SE FROM ALPINE.
 BP0383'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0383'STATION AT ALPINE, THENCE ABOUT 4.95 MILES SOUTH ALONG STATE HIGHWAY
 BP0383'118.  IN THE TOP OF A FLAT ROCK OUTCROP PROJECTING 1 FOOT, 245 1/2
 BP0383'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE WEST
 BP0383'OF A CURVE, ABOUT 100 YARDS NORTHWEST OF A LARGE CONCRETE TANK AND
 BP0383'STEEL WINDMILL, 182 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE, 40 FEET
 BP0383'SOUTHWEST OF A LONE CEDAR TREE, AND ABOUT LEVEL WITH THE HIGHWAY.
 BP0383
 BP0383                          STATION RECOVERY (1977)
 BP0383
 BP0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0383'0.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0383'FROM THE STATION AT ALPINE, THENCE 4.9 MILES SOUTHEAST ALONG
 BP0383'STATE HIGHWAY 118, IN TOP OF A FLAT OUTCROP PROJECTING 1 FOOT,
 BP0383'0.1 MILE WEST OF A CURVE, ABOUT 100 YARDS NORTHWEST OF A LARGE
 BP0383'CONCRETE TANK, 245 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BP0383'182 FT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 40 FT. SOUTHWEST
 BP0383'OF A CEDAR TREE.
 BP0383
 BP0383                          STATION RECOVERY (1981)
 BP0383
 BP0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0383'RECOVERED IN GOOD CONDITION.
 BP0383
 BP0383                          STATION RECOVERY (1996)
 BP0383
 BP0383'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0275 ***********************************************************************
 BA0275  DESIGNATION -  M 707
 BA0275  PID         -  BA0275
 BA0275  STATE/COUNTY-  TX/BREWSTER
 BA0275  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0275
 BA0275                         *CURRENT SURVEY CONTROL
 BA0275  ___________________________________________________________________
 BA0275* NAD 83(1986)-  29 59 24.     (N)    103 34 15.     (W)     SCALED    
 BA0275* NAVD 88     -      1272.256  (meters)    4174.06   (feet)  ADJUSTED  
 BA0275  ___________________________________________________________________
 BA0275  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 BA0275  DYNAMIC HT  -        1270.149 (meters)    4167.15  (feet)  COMP
 BA0275  MODELED GRAV-     978,942.4   (mgal)                       NAVD 88
 BA0275
 BA0275  VERT ORDER  -  SECOND    CLASS 0
 BA0275
 BA0275.The horizontal coordinates were scaled from a topographic map and have
 BA0275.an estimated accuracy of +/- 6 seconds.
 BA0275
 BA0275.The orthometric height was determined by differential leveling
 BA0275.and adjusted by the National Geodetic Survey in June 1991..
 BA0275
 BA0275.The geoid height was determined by GEOID03.
 BA0275
 BA0275.The dynamic height is computed by dividing the NAVD 88
 BA0275.geopotential number by the normal gravity value computed on the
 BA0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0275.degrees latitude (g = 980.6199 gals.).
 BA0275
 BA0275.The modeled gravity was interpolated from observed gravity values.
 BA0275
 BA0275;                    North         East    Units  Estimated Accuracy
 BA0275;SPC TXSC     - 4,247,640.      159,080.      MT  (+/- 180 meters Scaled)
 BA0275
 BA0275                          SUPERSEDED SURVEY CONTROL
 BA0275
 BA0275  NGVD 29 (??/??/92) 1271.750  (m)         4172.40   (f) ADJ UNCH    2 0
 BA0275
 BA0275.Superseded values are not recommended for survey control.
 BA0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0275.See file dsdata.txt to determine how the superseded data were derived.
 BA0275
 BA0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP378185(NAD 83)
 BA0275_MARKER: DB = BENCH MARK DISK
 BA0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0275_STAMPING: M 707 1943
 BA0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0275+STABILITY: SURFACE MOTION
 BA0275
 BA0275  HISTORY     - Date     Condition        Report By
 BA0275  HISTORY     - 1943     MONUMENTED       CGS
 BA0275  HISTORY     - 1958     GOOD             NGS
 BA0275  HISTORY     - 1966     MARK NOT FOUND   NGS
 BA0275  HISTORY     - 1975     MARK NOT FOUND   USGS
 BA0275  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0275
 BA0275                          STATION DESCRIPTION
 BA0275
 BA0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0275'29.9 MI S FROM ALPINE.
 BA0275'ABOUT 0.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS REILROAD FROM THE
 BA0275'STATION AT ALPINE, THENCE ABOUT 29.5 MILES SOUTH ALONG STATE HIGHWAY
 BA0275'118.  63 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2.1 MILE
 BA0275'SOUTH OF A CONCRETE BRIDGE OVER SHEEP CREEK, ABOUT 0.55 MILE NORTH OF
 BA0275'THE ENTRANCE TO THE ROAD LEADING WEST TO THE KOKERNOT AIRFIELD, ABOUT
 BA0275'0.2 MILE NORTH OF A DIP IN THE HIGHWAY, 36 FEET EAST OF THE CENTER
 BA0275'LINE OF THE OLD HIGHWAY, ABOUT 0.8 MILE NORTH OF A STEEL CATTLE GUARD
 BA0275'AT THE ENTRANCE OF A PRIVATE ROAD LEADING EAST TO THE KOKERNOT RANCH
 BA0275'HEADQUARTERS, 1 1/2 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A WHITE
 BA0275'WOODEN WITNESS POST, AND INT HE TOP OF A CONCRETE POS T PROJECTING 4
 BA0275'INCHES.
 BA0275
 BA0275                          STATION RECOVERY (1966)
 BA0275
 BA0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BA0275'MARK NOT FOUND.
 BA0275
 BA0275                          STATION RECOVERY (1975)
 BA0275
 BA0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BA0275'MARK NOT FOUND.
 BA0275
 BA0275                          STATION RECOVERY (2001)
 BA0275
 BA0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0275'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0305 ***********************************************************************
 BA0305  DESIGNATION -  M 708
 BA0305  PID         -  BA0305
 BA0305  STATE/COUNTY-  TX/BREWSTER
 BA0305  USGS QUAD   -  DOG CANYON (1983)
 BA0305
 BA0305                         *CURRENT SURVEY CONTROL
 BA0305  ___________________________________________________________________
 BA0305* NAD 83(1986)-  29 38 28.     (N)    103 34 46.     (W)     SCALED    
 BA0305* NAVD 88     -      1054.467  (meters)    3459.53   (feet)  ADJUSTED  
 BA0305  ___________________________________________________________________
 BA0305  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 BA0305  DYNAMIC HT  -        1052.747 (meters)    3453.89  (feet)  COMP
 BA0305  MODELED GRAV-     978,975.0   (mgal)                       NAVD 88
 BA0305
 BA0305  VERT ORDER  -  SECOND    CLASS 0
 BA0305
 BA0305.The horizontal coordinates were scaled from a topographic map and have
 BA0305.an estimated accuracy of +/- 6 seconds.
 BA0305
 BA0305.The orthometric height was determined by differential leveling
 BA0305.and adjusted by the National Geodetic Survey in June 1991..
 BA0305
 BA0305.The geoid height was determined by GEOID03.
 BA0305
 BA0305.The dynamic height is computed by dividing the NAVD 88
 BA0305.geopotential number by the normal gravity value computed on the
 BA0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0305.degrees latitude (g = 980.6199 gals.).
 BA0305
 BA0305.The modeled gravity was interpolated from observed gravity values.
 BA0305
 BA0305;                    North         East    Units  Estimated Accuracy
 BA0305;SPC TXSC     - 4,209,030.      156,730.      MT  (+/- 180 meters Scaled)
 BA0305
 BA0305                          SUPERSEDED SURVEY CONTROL
 BA0305
 BA0305  NGVD 29 (??/??/92) 1054.004  (m)         3458.01   (f) ADJ UNCH    2 0
 BA0305
 BA0305.Superseded values are not recommended for survey control.
 BA0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0305.See file dsdata.txt to determine how the superseded data were derived.
 BA0305
 BA0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN375798(NAD 83)
 BA0305_MARKER: DB = BENCH MARK DISK
 BA0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0305_STAMPING: M 708 1943
 BA0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0305+STABILITY: SURFACE MOTION
 BA0305
 BA0305  HISTORY     - Date     Condition        Report By
 BA0305  HISTORY     - 1943     MONUMENTED       CGS
 BA0305  HISTORY     - 1958     GOOD             NGS
 BA0305  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0305
 BA0305                          STATION DESCRIPTION
 BA0305
 BA0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0305'27.1 MI N FROM TERLINGUA.
 BA0305'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0305'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0305'THENCE ABOUT 11.7 MILES NORTH ALONG STATE HIGHWAY 118.  55 FEET EAST
 BA0305'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.4 MILE NORTH OF THE CREST
 BA0305'OF A KNOLL, 7.1/2 FEET WEST OF THE EAST HIGHWAY RIGHT OF WAY FENCE, 1
 BA0305'1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BA0305'HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BA0305
 BA0305                          STATION RECOVERY (2001)
 BA0305
 BA0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0263 ***********************************************************************
 BA0263  DESIGNATION -  M 709
 BA0263  PID         -  BA0263
 BA0263  STATE/COUNTY-  TX/BREWSTER
 BA0263  USGS QUAD   -  TERLINGUA (1971)
 BA0263
 BA0263                         *CURRENT SURVEY CONTROL
 BA0263  ___________________________________________________________________
 BA0263* NAD 83(1986)-  29 19 16.     (N)    103 37 00.     (W)     SCALED    
 BA0263* NAVD 88     -       881.671  (meters)    2892.62   (feet)  ADJUSTED  
 BA0263  ___________________________________________________________________
 BA0263  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 BA0263  DYNAMIC HT  -         880.242 (meters)    2887.93  (feet)  COMP
 BA0263  MODELED GRAV-     978,992.7   (mgal)                       NAVD 88
 BA0263
 BA0263  VERT ORDER  -  SECOND    CLASS 0
 BA0263
 BA0263.The horizontal coordinates were scaled from a topographic map and have
 BA0263.an estimated accuracy of +/- 6 seconds.
 BA0263
 BA0263.The orthometric height was determined by differential leveling
 BA0263.and adjusted by the National Geodetic Survey in June 1991..
 BA0263
 BA0263.The geoid height was determined by GEOID03.
 BA0263
 BA0263.The dynamic height is computed by dividing the NAVD 88
 BA0263.geopotential number by the normal gravity value computed on the
 BA0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0263.degrees latitude (g = 980.6199 gals.).
 BA0263
 BA0263.The modeled gravity was interpolated from observed gravity values.
 BA0263
 BA0263;                    North         East    Units  Estimated Accuracy
 BA0263;SPC TXSC     - 4,173,730.      151,730.      MT  (+/- 180 meters Scaled)
 BA0263
 BA0263                          SUPERSEDED SURVEY CONTROL
 BA0263
 BA0263  NGVD 29 (??/??/92)  881.220  (m)         2891.14   (f) ADJ UNCH    2 0
 BA0263
 BA0263.Superseded values are not recommended for survey control.
 BA0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0263.See file dsdata.txt to determine how the superseded data were derived.
 BA0263
 BA0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN343443(NAD 83)
 BA0263_MARKER: DB = BENCH MARK DISK
 BA0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BA0263_SP_SET: STEP
 BA0263_STAMPING: M 709 1943
 BA0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0263
 BA0263  HISTORY     - Date     Condition        Report By
 BA0263  HISTORY     - 1943     MONUMENTED       CGS
 BA0263  HISTORY     - 1958     GOOD             NGS
 BA0263  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 BA0263  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0263
 BA0263                          STATION DESCRIPTION
 BA0263
 BA0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0263'IN TERLINGUA.
 BA0263'AT TERLINGUA, IN THE TOP OF THE SECOND CONCRETE STEP OF THE LA CANTINA
 BA0263'GROCERY STORE, 13 1/2 FEET EAST OF THE EAST FACE OF THE BUILDING, 1
 BA0263'1/2 FEET EAST OF THE CONCRETE LANDING, AND ABOUT 2 FEET ABOVE THE
 BA0263'GROUND.
 BA0263
 BA0263                          STATION RECOVERY (1996)
 BA0263
 BA0263'RECOVERY NOTE BY US POWER SQUADRON 1996
 BA0263'MARK NOT FOUND.
 BA0263
 BA0263                          STATION RECOVERY (2001)
 BA0263
 BA0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0263'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0301 ***********************************************************************
 DP0301  DESIGNATION -  M 71
 DP0301  PID         -  DP0301
 DP0301  STATE/COUNTY-  TX/LUBBOCK
 DP0301  USGS QUAD   -  SLATON NE (1979)
 DP0301
 DP0301                         *CURRENT SURVEY CONTROL
 DP0301  ___________________________________________________________________
 DP0301* NAD 83(1986)-  33 24 26.     (N)    101 35 44.     (W)     SCALED    
 DP0301* NAVD 88     -       931.981  (meters)    3057.67   (feet)  POSTED    
 DP0301  ___________________________________________________________________
 DP0301  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 DP0301  DYNAMIC HT  -         930.780 (meters)    3053.73  (feet)  COMP
 DP0301  MODELED GRAV-     979,311.9   (mgal)                       NAVD 88
 DP0301
 DP0301  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0301
 DP0301.The horizontal coordinates were scaled from a topographic map and have
 DP0301.an estimated accuracy of +/- 6 seconds.
 DP0301
 DP0301.The orthometric height was determined by differential leveling
 DP0301.and adjusted by the National Geodetic Survey in 1992..
 DP0301.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0301.rate of 1.1 thru 2.0 mm/km.
 DP0301
 DP0301.The geoid height was determined by GEOID03.
 DP0301
 DP0301.The dynamic height is computed by dividing the NAVD 88
 DP0301.geopotential number by the normal gravity value computed on the
 DP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0301.degrees latitude (g = 980.6199 gals.).
 DP0301
 DP0301.The modeled gravity was interpolated from observed gravity values.
 DP0301
 DP0301;                    North         East    Units  Estimated Accuracy
 DP0301;SPC TXNC     - 2,197,250.      312,120.      MT  (+/- 180 meters Scaled)
 DP0301
 DP0301                          SUPERSEDED SURVEY CONTROL
 DP0301
 DP0301  NGVD 29 (??/??/92)  931.615  (m)         3056.47   (f) ADJ UNCH    1 2
 DP0301
 DP0301.Superseded values are not recommended for survey control.
 DP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0301.See file dsdata.txt to determine how the superseded data were derived.
 DP0301
 DP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB586994(NAD 83)
 DP0301_MARKER: DB = BENCH MARK DISK
 DP0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0301_STAMPING: 3056.474 M 71 1931
 DP0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0301+STABILITY: SURFACE MOTION
 DP0301
 DP0301  HISTORY     - Date     Condition        Report By
 DP0301  HISTORY     - 1931     MONUMENTED       CGS
 DP0301  HISTORY     - 1957     MARK NOT FOUND   NGS
 DP0301  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0301  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0301
 DP0301                          STATION DESCRIPTION
 DP0301
 DP0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DP0301'3.5 MI SE FROM SLATON.
 DP0301'3.5 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0301'SLATON, LUBBOCK COUNTY, ABOUT 0.4 MILE SOUTHEAST OF MILEPOST 693, 300
 DP0301'FEET SOUTHEAST OF A MOTOR-CAR SIDING, 50 FEET SOUTHWEST OF THE
 DP0301'CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DP0301'PROJECTING ABOUT 1 INCH ABOVE GROUND.
 DP0301
 DP0301                          STATION RECOVERY (1965)
 DP0301
 DP0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0301'MARK NOT FOUND.
 DP0301
 DP0301                          STATION RECOVERY (1982)
 DP0301
 DP0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0398 ***********************************************************************
 EM0398  DESIGNATION -  M 71
 EM0398  PID         -  EM0398
 EM0398  STATE/COUNTY-  TX/HARDEMAN
 EM0398  USGS QUAD   -  WARRIOR HOLLOW (1983)
 EM0398
 EM0398                         *CURRENT SURVEY CONTROL
 EM0398  ___________________________________________________________________
 EM0398* NAD 83(1986)-  34 07 21.     (N)    099 36 26.     (W)     SCALED    
 EM0398* NAVD 88     -       421.945  (meters)    1384.33   (feet)  ADJUSTED  
 EM0398  ___________________________________________________________________
 EM0398  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 EM0398  DYNAMIC HT  -         421.464 (meters)    1382.75  (feet)  COMP
 EM0398  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 EM0398
 EM0398  VERT ORDER  -  FIRST     CLASS II
 EM0398
 EM0398.The horizontal coordinates were scaled from a topographic map and have
 EM0398.an estimated accuracy of +/- 6 seconds.
 EM0398
 EM0398.The orthometric height was determined by differential leveling
 EM0398.and adjusted by the National Geodetic Survey in June 1991..
 EM0398
 EM0398.The geoid height was determined by GEOID03.
 EM0398
 EM0398.The dynamic height is computed by dividing the NAVD 88
 EM0398.geopotential number by the normal gravity value computed on the
 EM0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0398.degrees latitude (g = 980.6199 gals.).
 EM0398
 EM0398.The modeled gravity was interpolated from observed gravity values.
 EM0398
 EM0398;                    North         East    Units  Estimated Accuracy
 EM0398;SPC TXNC     - 2,272,880.      497,850.      MT  (+/- 180 meters Scaled)
 EM0398
 EM0398                          SUPERSEDED SURVEY CONTROL
 EM0398
 EM0398  NGVD 29 (??/??/92)  421.789  (m)         1383.82   (f) ADJ UNCH    1 2
 EM0398
 EM0398.Superseded values are not recommended for survey control.
 EM0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0398.See file dsdata.txt to determine how the superseded data were derived.
 EM0398
 EM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC440759(NAD 83)
 EM0398_MARKER: DD = SURVEY DISK
 EM0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0398_STAMPING: 1383.819 M 71 1925
 EM0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0398+STABILITY: SURFACE MOTION
 EM0398
 EM0398  HISTORY     - Date     Condition        Report By
 EM0398  HISTORY     - 1925     MONUMENTED       USGS
 EM0398  HISTORY     - 1958     GOOD             NGS
 EM0398
 EM0398                          STATION DESCRIPTION
 EM0398
 EM0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0398'4.6 MI S FROM MEDICINE MOUND.
 EM0398'4.6 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0398'MOUND, HARDEMAN COUNTY, 90 FEET NORTH OF MILEPOST 509, AND THE WEST
 EM0398'RIGHT-OF-WAY FENCE LINE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK,
 EM0398'STAMPED 1383.819 M 71 1925 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0453 ***********************************************************************
 CB0453  DESIGNATION -  M 711
 CB0453  PID         -  CB0453
 CB0453  STATE/COUNTY-  TX/GLASSCOCK
 CB0453  USGS QUAD   -  PATTERSON LAKE (1965)
 CB0453
 CB0453                         *CURRENT SURVEY CONTROL
 CB0453  ___________________________________________________________________
 CB0453* NAD 83(1986)-  31 52 22.     (N)    101 39 08.     (W)     SCALED    
 CB0453* NAVD 88     -       806.904  (meters)    2647.32   (feet)  ADJUSTED  
 CB0453  ___________________________________________________________________
 CB0453  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CB0453  DYNAMIC HT  -         805.784 (meters)    2643.64  (feet)  COMP
 CB0453  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 CB0453
 CB0453  VERT ORDER  -  SECOND    CLASS 0
 CB0453
 CB0453.The horizontal coordinates were scaled from a topographic map and have
 CB0453.an estimated accuracy of +/- 6 seconds.
 CB0453
 CB0453.The orthometric height was determined by differential leveling
 CB0453.and adjusted by the National Geodetic Survey in June 1991..
 CB0453
 CB0453.The geoid height was determined by GEOID03.
 CB0453
 CB0453.The dynamic height is computed by dividing the NAVD 88
 CB0453.geopotential number by the normal gravity value computed on the
 CB0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0453.degrees latitude (g = 980.6199 gals.).
 CB0453
 CB0453.The modeled gravity was interpolated from observed gravity values.
 CB0453
 CB0453;                    North         East    Units  Estimated Accuracy
 CB0453;SPC TX C     - 3,245,310.      575,210.      MT  (+/- 180 meters Scaled)
 CB0453
 CB0453                          SUPERSEDED SURVEY CONTROL
 CB0453
 CB0453  NGVD 29 (??/??/92)  806.605  (m)         2646.34   (f) ADJ UNCH    2 0
 CB0453
 CB0453.Superseded values are not recommended for survey control.
 CB0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0453.See file dsdata.txt to determine how the superseded data were derived.
 CB0453
 CB0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA490294(NAD 83)
 CB0453_MARKER: DB = BENCH MARK DISK
 CB0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0453_STAMPING: M 711 1942
 CB0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0453+STABILITY: SURFACE MOTION
 CB0453
 CB0453  HISTORY     - Date     Condition        Report By
 CB0453  HISTORY     - 1942     MONUMENTED       CGS
 CB0453
 CB0453                          STATION DESCRIPTION
 CB0453
 CB0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0453'10.5 MI W FROM GARDEN CITY.
 CB0453'10.5 MILES WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0453'CITY, GLASSCOCK COUNTY, 0.5 MILE EAST OF THE JUNCTION OF A PRIVATE
 CB0453'ROAD LEADING NORTH TO THE POWELL RANCH, AT THE INTERSECTION OF AN OLD
 CB0453'NORTHEAST-AND-SOUTHWEST ROADBED, 59 FEET SOUTH OF THE CENTERLINE OF
 CB0453'THE HIGHWAY, 30 FEET EAST OF THE EAST BANK OF A DRAW, 2.5 FEET EAST OF
 CB0453'A WHITE WOODEN WITNESS POST, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 CB0453'FENCE, LEVEL WITH THE HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST
 CB0453'PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0384 ***********************************************************************
 CB0384  DESIGNATION -  M 713
 CB0384  PID         -  CB0384
 CB0384  STATE/COUNTY-  TX/REAGAN
 CB0384  USGS QUAD   -  DIVIDE DRAW (1970)
 CB0384
 CB0384                         *CURRENT SURVEY CONTROL
 CB0384  ___________________________________________________________________
 CB0384* NAD 83(1986)-  31 21 35.     (N)    101 29 44.     (W)     SCALED    
 CB0384* NAVD 88     -       797.685  (meters)    2617.07   (feet)  ADJUSTED  
 CB0384  ___________________________________________________________________
 CB0384  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0384  DYNAMIC HT  -         796.543 (meters)    2613.32  (feet)  COMP
 CB0384  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 CB0384
 CB0384  VERT ORDER  -  SECOND    CLASS 0
 CB0384
 CB0384.The horizontal coordinates were scaled from a topographic map and have
 CB0384.an estimated accuracy of +/- 6 seconds.
 CB0384
 CB0384.The orthometric height was determined by differential leveling
 CB0384.and adjusted by the National Geodetic Survey in June 1991..
 CB0384
 CB0384.The geoid height was determined by GEOID03.
 CB0384
 CB0384.The dynamic height is computed by dividing the NAVD 88
 CB0384.geopotential number by the normal gravity value computed on the
 CB0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0384.degrees latitude (g = 980.6199 gals.).
 CB0384
 CB0384.The modeled gravity was interpolated from observed gravity values.
 CB0384
 CB0384;                    North         East    Units  Estimated Accuracy
 CB0384;SPC TX C     - 3,188,260.      589,440.      MT  (+/- 180 meters Scaled)
 CB0384
 CB0384                          SUPERSEDED SURVEY CONTROL
 CB0384
 CB0384  NGVD 29 (??/??/92)  797.36   (m)         2616.0    (f) COMPUTED    2 0
 CB0384
 CB0384.Superseded values are not recommended for survey control.
 CB0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0384.See file dsdata.txt to determine how the superseded data were derived.
 CB0384
 CB0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV626721(NAD 83)
 CB0384_MARKER: DB = BENCH MARK DISK
 CB0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0384_STAMPING: M 713 1942
 CB0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0384+STABILITY: SURFACE MOTION
 CB0384
 CB0384  HISTORY     - Date     Condition        Report By
 CB0384  HISTORY     - 1942     MONUMENTED       CGS
 CB0384
 CB0384                          STATION DESCRIPTION
 CB0384
 CB0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0384'13.6 MI N FROM BIG LAKE.
 CB0384'ABOUT 13.6 MILES NORTH ALONG THE GARDEN CITY ROAD FROM THE RAILROAD
 CB0384'STATION AT BIG LAKE, AT A RIGHT ANGLE CURVE FROM NORTH TO WEST, 51
 CB0384'FEET WEST OF THE CENTER LINE OF A ROAD RUNNING NORTH THROUGH TWO 12
 CB0384'IN.X12 IN.X 12 FT. GATE POST, ON THE DUWAIN E. HUGHES RANCH, ABOUT 90
 CB0384'FEET NORTH OF THE CENTER LINE OF THE ROAD AT THE CENTER OF THE CURVE,
 CB0384'1 1/2 FEET WEST OF A WHITE REFERENCE POST AND IS A BENCH MARK DISK SET
 CB0384'IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0385 ***********************************************************************
 CB0385  DESIGNATION -  M 713 RESET 1947
 CB0385  PID         -  CB0385
 CB0385  STATE/COUNTY-  TX/REAGAN
 CB0385  USGS QUAD   -  DIVIDE DRAW (1970)
 CB0385
 CB0385                         *CURRENT SURVEY CONTROL
 CB0385  ___________________________________________________________________
 CB0385* NAD 83(1986)-  31 21 35.     (N)    101 29 44.     (W)     SCALED    
 CB0385* NAVD 88     -       797.69   (meters)    2617.1    (feet)  RESET     
 CB0385  ___________________________________________________________________
 CB0385  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0385
 CB0385  VERT ORDER  -  THIRD
 CB0385
 CB0385.The horizontal coordinates were scaled from a topographic map and have
 CB0385.an estimated accuracy of +/- 6 seconds.
 CB0385
 CB0385.The orthometric height was computed from unverified reset data.
 CB0385
 CB0385.The geoid height was determined by GEOID03.
 CB0385
 CB0385;                    North         East    Units  Estimated Accuracy
 CB0385;SPC TX C     - 3,188,260.      589,440.      MT  (+/- 180 meters Scaled)
 CB0385
 CB0385                          SUPERSEDED SURVEY CONTROL
 CB0385
 CB0385.No superseded survey control is available for this station.
 CB0385
 CB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV626721(NAD 83)
 CB0385_MARKER: DD = SURVEY DISK
 CB0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0385_STAMPING: M 713 RESET 1947
 CB0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0385+STABILITY: SURFACE MOTION
 CB0385
 CB0385  HISTORY     - Date     Condition        Report By
 CB0385  HISTORY     - 1947     MONUMENTED       TXHD
 CB0385
 CB0385                          STATION DESCRIPTION
 CB0385
 CB0385'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 CB0385'13 MI N FROM BIG LAKE.
 CB0385'13 MILES NORTH ALONG RANCH-TO-MARKET HIGHWAY 33 FROM THE PANHANDLE AND
 CB0385'SANTA FE RAILROAD STATION AT BIG LAKE, REAGAN COUNTY, AT THE JUNCTION
 CB0385'OF THE OLD BIG LAKE-GARDEN CITY ROAD LEADING WEST, 49 FEET WEST OF THE
 CB0385'CENTERLINE OF THE HIGHWAY, 2 FEET FROM A WHITE WOODEN WITNESS POST, 1
 CB0385'FOOT EAST OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A CONCRETE
 CB0385'POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0489 ***********************************************************************
 CB0489  DESIGNATION -  M 714
 CB0489  PID         -  CB0489
 CB0489  STATE/COUNTY-  TX/REAGAN
 CB0489  USGS QUAD   -  SAINT LAWRENCE (1973)
 CB0489
 CB0489                         *CURRENT SURVEY CONTROL
 CB0489  ___________________________________________________________________
 CB0489* NAD 83(1986)-  31 37 32.     (N)    101 32 17.     (W)     SCALED    
 CB0489* NAVD 88     -       815.950  (meters)    2677.00   (feet)  ADJUSTED  
 CB0489  ___________________________________________________________________
 CB0489  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CB0489  DYNAMIC HT  -         814.804 (meters)    2673.24  (feet)  COMP
 CB0489  MODELED GRAV-     979,207.7   (mgal)                       NAVD 88
 CB0489
 CB0489  VERT ORDER  -  SECOND    CLASS 0
 CB0489
 CB0489.The horizontal coordinates were scaled from a topographic map and have
 CB0489.an estimated accuracy of +/- 6 seconds.
 CB0489
 CB0489.The orthometric height was determined by differential leveling
 CB0489.and adjusted by the National Geodetic Survey in June 1991..
 CB0489
 CB0489.The geoid height was determined by GEOID03.
 CB0489
 CB0489.The dynamic height is computed by dividing the NAVD 88
 CB0489.geopotential number by the normal gravity value computed on the
 CB0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0489.degrees latitude (g = 980.6199 gals.).
 CB0489
 CB0489.The modeled gravity was interpolated from observed gravity values.
 CB0489
 CB0489;                    North         East    Units  Estimated Accuracy
 CB0489;SPC TX C     - 3,217,780.      585,710.      MT  (+/- 180 meters Scaled)
 CB0489
 CB0489                          SUPERSEDED SURVEY CONTROL
 CB0489
 CB0489  NGVD 29 (??/??/92)  815.650  (m)         2676.01   (f) ADJ UNCH    2 0
 CB0489
 CB0489.Superseded values are not recommended for survey control.
 CB0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0489.See file dsdata.txt to determine how the superseded data were derived.
 CB0489
 CB0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA592017(NAD 83)
 CB0489_MARKER: DB = BENCH MARK DISK
 CB0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0489_STAMPING: M 714 1942
 CB0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0489+STABILITY: SURFACE MOTION
 CB0489
 CB0489  HISTORY     - Date     Condition        Report By
 CB0489  HISTORY     - 1942     MONUMENTED       CGS
 CB0489
 CB0489                          STATION DESCRIPTION
 CB0489
 CB0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0489'23.0 MI S FROM GARDEN CITY.
 CB0489'IN REAGAN COUNTY, 23.0 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG
 CB0489'LAKE-GARDEN CITY ROAD FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK
 CB0489'COUNTY, 20.9 MILES NORTH OF STILES, REAGAN COUNTY, AT A RIGHT-ANGLE
 CB0489'CURVE FROM WHICH THE ROAD BEARS EAST AND SOUTH, 100 FEET WEST OF THE
 CB0489'CENTERLINE OF THE ROAD AT THE MIDDLE OF THE CURVE, 56 FEET SOUTH OF
 CB0489'THE CENTERLINE OF A LANE LEADING WEST THROUGH A WOODEN GATE TO THE
 CB0489'MERCHANT RANCH, 1-1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND
 CB0489'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0268 ***********************************************************************
 CD0268  DESIGNATION -  M 715
 CD0268  PID         -  CD0268
 CD0268  STATE/COUNTY-  TX/CULBERSON
 CD0268  USGS QUAD   -  DELAWARE RANCH (1973)
 CD0268
 CD0268                         *CURRENT SURVEY CONTROL
 CD0268  ___________________________________________________________________
 CD0268* NAD 83(1986)-  31 24 13.     (N)    104 37 24.     (W)     SCALED    
 CD0268* NAVD 88     -      1342.150  (meters)    4403.37   (feet)  ADJUSTED  
 CD0268  ___________________________________________________________________
 CD0268  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 CD0268  DYNAMIC HT  -        1340.070 (meters)    4396.55  (feet)  COMP
 CD0268  MODELED GRAV-     979,042.8   (mgal)                       NAVD 88
 CD0268
 CD0268  VERT ORDER  -  SECOND    CLASS 0
 CD0268
 CD0268.The horizontal coordinates were scaled from a topographic map and have
 CD0268.an estimated accuracy of +/- 6 seconds.
 CD0268
 CD0268.The orthometric height was determined by differential leveling
 CD0268.and adjusted by the National Geodetic Survey in June 1991..
 CD0268
 CD0268.The geoid height was determined by GEOID03.
 CD0268
 CD0268.The dynamic height is computed by dividing the NAVD 88
 CD0268.geopotential number by the normal gravity value computed on the
 CD0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0268.degrees latitude (g = 980.6199 gals.).
 CD0268
 CD0268.The modeled gravity was interpolated from observed gravity values.
 CD0268
 CD0268;                    North         East    Units  Estimated Accuracy
 CD0268;SPC TX C     - 3,200,420.      292,160.      MT  (+/- 180 meters Scaled)
 CD0268
 CD0268                          SUPERSEDED SURVEY CONTROL
 CD0268
 CD0268  NGVD 29 (??/??/92) 1341.642  (m)         4401.70   (f) ADJ UNCH    2 0
 CD0268
 CD0268.Superseded values are not recommended for survey control.
 CD0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0268.See file dsdata.txt to determine how the superseded data were derived.
 CD0268
 CD0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ358743(NAD 83)
 CD0268_MARKER: DB = BENCH MARK DISK
 CD0268_SETTING: 66 = SET IN ROCK OUTCROP
 CD0268_SP_SET: ROCK CLIFF
 CD0268_STAMPING: M 715 1942
 CD0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0268+STABILITY: POSITION/ELEVATION WELL
 CD0268
 CD0268  HISTORY     - Date     Condition        Report By
 CD0268  HISTORY     - 1942     MONUMENTED       CGS
 CD0268  HISTORY     - 1958     GOOD             NGS
 CD0268
 CD0268                          STATION DESCRIPTION
 CD0268
 CD0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0268'46.9 MI N FROM VAN HORN.
 CD0268'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0268'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0268'HIGHWAY 54, THENCE ABOUT 15.5 MILES EAST ALONG A DIRT ROAD.  IN THE
 CD0268'VERTICAL FACE OF THE WEST WALL OF THE CANYON, ABOUT 0.45 MILE
 CD0268'SOUTH-SOUTHWEST OF A FENCE CROSSING THE CANYON, 250 FEET WEST OF THE
 CD0268'CENTER LINE OF THE ROAD, 75 YARDS NORTH-NORTHWEST OF THE SOUTHEAST
 CD0268'POINT OF A ROCK CLIFF, AND ABOUT 4 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0167 ***********************************************************************
 CD0167  DESIGNATION -  M 716
 CD0167  PID         -  CD0167
 CD0167  STATE/COUNTY-  TX/CULBERSON
 CD0167  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0167
 CD0167                         *CURRENT SURVEY CONTROL
 CD0167  ___________________________________________________________________
 CD0167* NAD 83(1986)-  31 28 27.     (N)    104 27 50.     (W)     SCALED    
 CD0167* NAVD 88     -      1287.872  (meters)    4225.29   (feet)  ADJUSTED  
 CD0167  ___________________________________________________________________
 CD0167  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CD0167  DYNAMIC HT  -        1285.889 (meters)    4218.79  (feet)  COMP
 CD0167  MODELED GRAV-     979,055.7   (mgal)                       NAVD 88
 CD0167
 CD0167  VERT ORDER  -  SECOND    CLASS 0
 CD0167
 CD0167.The horizontal coordinates were scaled from a topographic map and have
 CD0167.an estimated accuracy of +/- 6 seconds.
 CD0167
 CD0167.The orthometric height was determined by differential leveling
 CD0167.and adjusted by the National Geodetic Survey in June 1991..
 CD0167
 CD0167.The geoid height was determined by GEOID03.
 CD0167
 CD0167.The dynamic height is computed by dividing the NAVD 88
 CD0167.geopotential number by the normal gravity value computed on the
 CD0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0167.degrees latitude (g = 980.6199 gals.).
 CD0167
 CD0167.The modeled gravity was interpolated from observed gravity values.
 CD0167
 CD0167;                    North         East    Units  Estimated Accuracy
 CD0167;SPC TX C     - 3,207,660.      307,600.      MT  (+/- 180 meters Scaled)
 CD0167
 CD0167                          SUPERSEDED SURVEY CONTROL
 CD0167
 CD0167  NGVD 29 (??/??/92) 1287.367  (m)         4223.64   (f) ADJ UNCH    2 0
 CD0167
 CD0167.Superseded values are not recommended for survey control.
 CD0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0167.See file dsdata.txt to determine how the superseded data were derived.
 CD0167
 CD0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ509822(NAD 83)
 CD0167_MARKER: DB = BENCH MARK DISK
 CD0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0167_STAMPING: M 716 1942
 CD0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0167+STABILITY: SURFACE MOTION
 CD0167
 CD0167  HISTORY     - Date     Condition        Report By
 CD0167  HISTORY     - 1942     MONUMENTED       CGS
 CD0167  HISTORY     - 1958     GOOD             NGS
 CD0167
 CD0167                          STATION DESCRIPTION
 CD0167
 CD0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0167'67.4 MI SE FROM PINE SPRINGS.
 CD0167'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0167'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0167'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 38.3 MILES SOUTH ALONG
 CD0167'A GRADED DIRT ROAD.  22 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CD0167'ABOUT 2.0 MILES NORTHWEST OF THE JUNCTION OF THE TOYAH ROAD, ABOUT
 CD0167'0.75 MILE EAST OF A CATTLE GUARD, 1 1/2 FEET SOUTHEAST OF A WHITE
 CD0167'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 CD0167'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK IS ABOUT 1.0 MILE
 CD0167'WEST-NORTHWEST OF BENCH MARK L 716.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0383 ***********************************************************************
 CD0383  DESIGNATION -  M 717
 CD0383  PID         -  CD0383
 CD0383  STATE/COUNTY-  TX/CULBERSON
 CD0383  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0383
 CD0383                         *CURRENT SURVEY CONTROL
 CD0383  ___________________________________________________________________
 CD0383* NAD 83(1986)-  31 43 31.     (N)    104 31 58.     (W)     SCALED    
 CD0383* NAVD 88     -      1275.328  (meters)    4184.14   (feet)  ADJUSTED  
 CD0383  ___________________________________________________________________
 CD0383  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CD0383  DYNAMIC HT  -        1273.347 (meters)    4177.64  (feet)  COMP
 CD0383  MODELED GRAV-     979,042.4   (mgal)                       NAVD 88
 CD0383
 CD0383  VERT ORDER  -  SECOND    CLASS 0
 CD0383
 CD0383.The horizontal coordinates were scaled from a topographic map and have
 CD0383.an estimated accuracy of +/- 6 seconds.
 CD0383
 CD0383.The orthometric height was determined by differential leveling
 CD0383.and adjusted by the National Geodetic Survey in June 1991..
 CD0383
 CD0383.The geoid height was determined by GEOID03.
 CD0383
 CD0383.The dynamic height is computed by dividing the NAVD 88
 CD0383.geopotential number by the normal gravity value computed on the
 CD0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0383.degrees latitude (g = 980.6199 gals.).
 CD0383
 CD0383.The modeled gravity was interpolated from observed gravity values.
 CD0383
 CD0383;                    North         East    Units  Estimated Accuracy
 CD0383;SPC TX C     - 3,235,730.      302,110.      MT  (+/- 180 meters Scaled)
 CD0383
 CD0383                          SUPERSEDED SURVEY CONTROL
 CD0383
 CD0383  NGVD 29 (??/??/92) 1274.769  (m)         4182.30   (f) ADJ UNCH    2 0
 CD0383
 CD0383.Superseded values are not recommended for survey control.
 CD0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0383.See file dsdata.txt to determine how the superseded data were derived.
 CD0383
 CD0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER442100(NAD 83)
 CD0383_MARKER: DB = BENCH MARK DISK
 CD0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0383_STAMPING: M 717 1942
 CD0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0383+STABILITY: SURFACE MOTION
 CD0383
 CD0383  HISTORY     - Date     Condition        Report By
 CD0383  HISTORY     - 1942     MONUMENTED       CGS
 CD0383  HISTORY     - 1958     GOOD             NGS
 CD0383
 CD0383                          STATION DESCRIPTION
 CD0383
 CD0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0383'41.7 MI SE FROM PINE SPRINGS.
 CD0383'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0383'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0383'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 12.6 MILES SOUTH ALONG
 CD0383'A GRADED DIRT ROAD.  30 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CD0383'ABOUT 0.6 MILE NORTHWEST OF A CATTLE GUARD, ABOUT THE CENTER AND ON
 CD0383'THE OUTSIDE OF A CURVE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 CD0383'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 CD0383'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0050 ***********************************************************************
 BB0050  DESIGNATION -  M 718
 BB0050  PID         -  BB0050
 BB0050  STATE/COUNTY-  TX/PRESIDIO
 BB0050  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0050
 BB0050                         *CURRENT SURVEY CONTROL
 BB0050  ___________________________________________________________________
 BB0050* NAD 83(1986)-  29 32 50.     (N)    104 20 48.     (W)     SCALED    
 BB0050* NAVD 88     -       783.806  (meters)    2571.54   (feet)  ADJUSTED  
 BB0050  ___________________________________________________________________
 BB0050  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 BB0050  DYNAMIC HT  -         782.536 (meters)    2567.37  (feet)  COMP
 BB0050  MODELED GRAV-     978,997.7   (mgal)                       NAVD 88
 BB0050
 BB0050  VERT ORDER  -  FIRST     CLASS II
 BB0050
 BB0050.The horizontal coordinates were scaled from a topographic map and have
 BB0050.an estimated accuracy of +/- 6 seconds.
 BB0050
 BB0050.The orthometric height was determined by differential leveling
 BB0050.and adjusted by the National Geodetic Survey in June 1991..
 BB0050.WARNING-Repeat measurements at this control monument indicate possible
 BB0050.vertical movement.
 BB0050
 BB0050.The geoid height was determined by GEOID03.
 BB0050
 BB0050.The dynamic height is computed by dividing the NAVD 88
 BB0050.geopotential number by the normal gravity value computed on the
 BB0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0050.degrees latitude (g = 980.6199 gals.).
 BB0050
 BB0050.The modeled gravity was interpolated from observed gravity values.
 BB0050
 BB0050;                    North         East    Units  Estimated Accuracy
 BB0050;SPC TXSC     - 4,201,790.       82,040.      MT  (+/- 180 meters Scaled)
 BB0050
 BB0050                          SUPERSEDED SURVEY CONTROL
 BB0050
 BB0050  NGVD 29 (??/??/92)  783.411  (m)         2570.24   (f) ADJ UNCH    1 2
 BB0050
 BB0050.Superseded values are not recommended for survey control.
 BB0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0050.See file dsdata.txt to determine how the superseded data were derived.
 BB0050
 BB0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN632687(NAD 83)
 BB0050_MARKER: DB = BENCH MARK DISK
 BB0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0050_STAMPING: M 718 1943
 BB0050_MARK LOGO: CGS   
 BB0050_PROJECTION: PROJECTING 15 CENTIMETERS
 BB0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0050+STABILITY: SURFACE MOTION
 BB0050
 BB0050  HISTORY     - Date     Condition        Report By
 BB0050  HISTORY     - 1943     MONUMENTED       CGS
 BB0050  HISTORY     - 1958     GOOD             NGS
 BB0050  HISTORY     - 1973     GOOD             NGS
 BB0050  HISTORY     - 1981     GOOD             NGS
 BB0050  HISTORY     - 1982     GOOD             NGS
 BB0050
 BB0050                          STATION DESCRIPTION
 BB0050
 BB0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0050'2.35 MI SE FROM PRESIDIO.
 BB0050'ABOUT 2.35 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0050'PRESIDIO, 61 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ON THE TOP
 BB0050'OF A SMALL HILL, ABOUT 0.1 MILE SOUTHEAST OF A STUCCO HOUSE, 117 FEET
 BB0050'NORTHEAST OF A POWER POLE, 21 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 BB0050'RIGHT OF WAY FENCE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 BB0050'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 BB0050'CONCRETE POST PROJECTING 6 INCHES.
 BB0050
 BB0050                          STATION RECOVERY (1973)
 BB0050
 BB0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0050'RECOVERED IN GOOD CONDITION.
 BB0050
 BB0050                          STATION RECOVERY (1981)
 BB0050
 BB0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0050'3.5 KM (2.2 MI) SOUTHEASTERLY ALONG FARM ROAD 170 FROM ITS SOUTH
 BB0050'JUNCTION WITH U.S. HIGHWAY 67, 0.2 KM (0.1 MI) NORTHWEST OF A
 BB0050'POWERLINE CROSSING, 0.2 KM (0.1 MI) SOUTHEAST OF A GRAY STUCCO HOUSE,
 BB0050'18.8 MI (61.7 FT) SW OF THE CENTERLINE OF THE HIGHWAY AND 0.6 M. (1.9
 BB0050'FT) E OF A 4 X 4 INCH WOODEN WITNESS POST.
 BB0050
 BB0050                          STATION RECOVERY (1982)
 BB0050
 BB0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BB0050'3.5 KM (2.2 MI) SOUTHEASTERLY ALONG FARM ROAD 170
 BB0050'FROM ITS SOUTH JUNCTION WITH U.S. HIGHWAY 67,
 BB0050'0.2 KM (0.1 MI) NORTHWEST OF A POWER LINE CROSSING,
 BB0050'0.2 KM (0.1 MI) SOUTHEAST OF A GRAY STUCCO HOUSE,
 BB0050'18.8 METERS (61.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BB0050'HIGHWAY AND 0.6 METERS (1.9 FT) EAST OF A 4 BY 4 INCH
 BB0050'WOODEN WITNESS POST.
 BB0050'THE MARK IS 6.6 METERS  SW FROM A WITNESS POST.
 BB0050'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0164 ***********************************************************************
 BB0164  DESIGNATION -  M 719
 BB0164  PID         -  BB0164
 BB0164  STATE/COUNTY-  TX/PRESIDIO
 BB0164  USGS QUAD   -  CASA PIEDRA (1983)
 BB0164
 BB0164                         *CURRENT SURVEY CONTROL
 BB0164  ___________________________________________________________________
 BB0164* NAD 83(1986)-  29 42 52.     (N)    104 06 35.     (W)     SCALED    
 BB0164* NAVD 88     -      1012.994  (meters)    3323.46   (feet)  ADJUSTED  
 BB0164  ___________________________________________________________________
 BB0164  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BB0164  DYNAMIC HT  -        1011.357 (meters)    3318.09  (feet)  COMP
 BB0164  MODELED GRAV-     978,992.6   (mgal)                       NAVD 88
 BB0164
 BB0164  VERT ORDER  -  SECOND    CLASS 0
 BB0164
 BB0164.The horizontal coordinates were scaled from a topographic map and have
 BB0164.an estimated accuracy of +/- 6 seconds.
 BB0164
 BB0164.The orthometric height was determined by differential leveling
 BB0164.and adjusted by the National Geodetic Survey in June 1991..
 BB0164
 BB0164.The geoid height was determined by GEOID03.
 BB0164
 BB0164.The dynamic height is computed by dividing the NAVD 88
 BB0164.geopotential number by the normal gravity value computed on the
 BB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0164.degrees latitude (g = 980.6199 gals.).
 BB0164
 BB0164.The modeled gravity was interpolated from observed gravity values.
 BB0164
 BB0164;                    North         East    Units  Estimated Accuracy
 BB0164;SPC TXSC     - 4,219,280.      105,790.      MT  (+/- 180 meters Scaled)
 BB0164
 BB0164                          SUPERSEDED SURVEY CONTROL
 BB0164
 BB0164  NGVD 29 (??/??/92) 1012.660  (m)         3322.37   (f) ADJ UNCH    2 0
 BB0164
 BB0164.Superseded values are not recommended for survey control.
 BB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0164.See file dsdata.txt to determine how the superseded data were derived.
 BB0164
 BB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN861874(NAD 83)
 BB0164_MARKER: DB = BENCH MARK DISK
 BB0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0164_STAMPING: M 719 1943
 BB0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0164+STABILITY: SURFACE MOTION
 BB0164
 BB0164  HISTORY     - Date     Condition        Report By
 BB0164  HISTORY     - 1943     MONUMENTED       CGS
 BB0164  HISTORY     - 1958     GOOD             NGS
 BB0164
 BB0164                          STATION DESCRIPTION
 BB0164
 BB0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0164'3.95 MI SW FROM CASA PIEDRA.
 BB0164'ABOUT 0.3 MILE WEST ALONG A GRADED DIRT ROAD FROM THE C. L. VASQUEZ
 BB0164'STORE AT CASA PIEDRA, THENCE ABOUT 3.45 MILES SOUTHWEST ALONG A GRADED
 BB0164'DIRT ROAD, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG A DIM TRACK ROAD. 34
 BB0164'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD AND WIRE GATE, 130
 BB0164'YARDS NORTHWEST OF THE NORTHWEST BANK OF ALAMITO CREEK, 1 1/2 FEET
 BB0164'NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BB0164'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BB0164'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0390 ***********************************************************************
 CU0390  DESIGNATION -  M 72
 CU0390  PID         -  CU0390
 CU0390  STATE/COUNTY-  TX/SCURRY
 CU0390  USGS QUAD   -  BRAND (1954)
 CU0390
 CU0390                         *CURRENT SURVEY CONTROL
 CU0390  ___________________________________________________________________
 CU0390* NAD 83(1986)-  32 48 20.     (N)    100 58 11.     (W)     SCALED    
 CU0390* NAVD 88     -       734.309  (meters)    2409.15   (feet)  ADJUSTED  
 CU0390  ___________________________________________________________________
 CU0390  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CU0390  DYNAMIC HT  -         733.348 (meters)    2405.99  (feet)  COMP
 CU0390  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 CU0390
 CU0390  VERT ORDER  -  FIRST     CLASS II
 CU0390
 CU0390.The horizontal coordinates were scaled from a topographic map and have
 CU0390.an estimated accuracy of +/- 6 seconds.
 CU0390
 CU0390.The orthometric height was determined by differential leveling
 CU0390.and adjusted by the National Geodetic Survey in June 1991..
 CU0390
 CU0390.The geoid height was determined by GEOID03.
 CU0390
 CU0390.The dynamic height is computed by dividing the NAVD 88
 CU0390.geopotential number by the normal gravity value computed on the
 CU0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0390.degrees latitude (g = 980.6199 gals.).
 CU0390
 CU0390.The modeled gravity was interpolated from observed gravity values.
 CU0390
 CU0390;                    North         East    Units  Estimated Accuracy
 CU0390;SPC TXNC     - 2,129,010.      368,740.      MT  (+/- 180 meters Scaled)
 CU0390
 CU0390                          SUPERSEDED SURVEY CONTROL
 CU0390
 CU0390  NGVD 29 (??/??/92)  734.014  (m)         2408.18   (f) ADJ UNCH    1 2
 CU0390
 CU0390.Superseded values are not recommended for survey control.
 CU0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0390.See file dsdata.txt to determine how the superseded data were derived.
 CU0390
 CU0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB155314(NAD 83)
 CU0390_MARKER: DB = BENCH MARK DISK
 CU0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0390_STAMPING: 2408.178 M 72 1931
 CU0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0390+STABILITY: SURFACE MOTION
 CU0390
 CU0390  HISTORY     - Date     Condition        Report By
 CU0390  HISTORY     - 1931     MONUMENTED       CGS
 CU0390  HISTORY     - 1941     MARK NOT FOUND   NGS
 CU0390  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0390
 CU0390                          STATION DESCRIPTION
 CU0390
 CU0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CU0390'4.3 MI S FROM DERMOTT.
 CU0390'4.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM DERMOTT,
 CU0390'SCURRY COUNTY, 1/2 MILE NORTH OF BRAND, 250 FEET SOUTH OF MILEPOST
 CU0390'751, 600 FEET SOUTH OF BRIDGE 750C, OPPOSITE A SWITCH LEVER, 75 FEET
 CU0390'EAST OF THE TRACK, AT A FENCE CORNER, AND SET IN THE TOP OF A CONCRETE
 CU0390'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.  NOTE-- THIS MARK IS NOT
 CU0390'VISIBLE, COVERED FROM OVERFLOW.
 CU0390
 CU0390                          STATION RECOVERY (1982)
 CU0390
 CU0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0238 ***********************************************************************
 BO0238  DESIGNATION -  M 720
 BO0238  PID         -  BO0238
 BO0238  STATE/COUNTY-  TX/VAL VERDE
 BO0238  USGS QUAD   -  DIVIDE WELL DRAW (1970)
 BO0238
 BO0238                         *CURRENT SURVEY CONTROL
 BO0238  ___________________________________________________________________
 BO0238* NAD 83(1986)-  30 12 30.     (N)    101 23 38.     (W)     SCALED    
 BO0238* NAVD 88     -       628.828  (meters)    2063.08   (feet)  ADJUSTED  
 BO0238  ___________________________________________________________________
 BO0238  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 BO0238  DYNAMIC HT  -         627.895 (meters)    2060.02  (feet)  COMP
 BO0238  MODELED GRAV-     979,138.9   (mgal)                       NAVD 88
 BO0238
 BO0238  VERT ORDER  -  SECOND    CLASS 0
 BO0238
 BO0238.The horizontal coordinates were scaled from a topographic map and have
 BO0238.an estimated accuracy of +/- 6 seconds.
 BO0238
 BO0238.The orthometric height was determined by differential leveling
 BO0238.and adjusted by the National Geodetic Survey in June 1991..
 BO0238
 BO0238.The geoid height was determined by GEOID03.
 BO0238
 BO0238.The dynamic height is computed by dividing the NAVD 88
 BO0238.geopotential number by the normal gravity value computed on the
 BO0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0238.degrees latitude (g = 980.6199 gals.).
 BO0238
 BO0238.The modeled gravity was interpolated from observed gravity values.
 BO0238
 BO0238;                    North         East    Units  Estimated Accuracy
 BO0238;SPC TXSC     - 4,265,580.      369,530.      MT  (+/- 180 meters Scaled)
 BO0238
 BO0238                          SUPERSEDED SURVEY CONTROL
 BO0238
 BO0238  NGVD 29 (??/??/92)  628.681  (m)         2062.60   (f) ADJ UNCH    2 0
 BO0238
 BO0238.Superseded values are not recommended for survey control.
 BO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0238.See file dsdata.txt to determine how the superseded data were derived.
 BO0238
 BO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU695442(NAD 83)
 BO0238_MARKER: DB = BENCH MARK DISK
 BO0238_SETTING: 66 = SET IN ROCK OUTCROP
 BO0238_SP_SET: OUTCROP
 BO0238_STAMPING: M-720 1942
 BO0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0238+STABILITY: POSITION/ELEVATION WELL
 BO0238
 BO0238  HISTORY     - Date     Condition        Report By
 BO0238  HISTORY     - 1942     MONUMENTED       CGS
 BO0238  HISTORY     - 1970     GOOD             USGS
 BO0238
 BO0238                          STATION DESCRIPTION
 BO0238
 BO0238'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BO0238'10.75 MI E FROM PANDALE.
 BO0238'ABOUT 10.75 MILES EAST ALONG A PUBLIC ROAD LEADING TO JUNO FROM THE
 BO0238'SCHOOLHOUSE AT PANDALE THEN 0.6 MILE SOUTHEAST ALONG A GRAVEL ROAD
 BO0238'WHICH IS THE OLD HIGHWAY, AT A WASH CROSSING, IN A LARGE LIMESTONE
 BO0238'OUTCROP, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET EAST OF
 BO0238'A CEDAR SNAG, AND ABOUT 5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 BO0238'STAMPED M-720 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0262 ***********************************************************************
 BO0262  DESIGNATION -  M 721
 BO0262  PID         -  BO0262
 BO0262  STATE/COUNTY-  TX/VAL VERDE
 BO0262  USGS QUAD   -  BEE CANYON (1970)
 BO0262
 BO0262                         *CURRENT SURVEY CONTROL
 BO0262  ___________________________________________________________________
 BO0262* NAD 83(1986)-  30 09 03.     (N)    101 11 01.     (W)     SCALED    
 BO0262* NAVD 88     -       532.098  (meters)    1745.72   (feet)  ADJUSTED  
 BO0262  ___________________________________________________________________
 BO0262  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BO0262  DYNAMIC HT  -         531.312 (meters)    1743.15  (feet)  COMP
 BO0262  MODELED GRAV-     979,148.4   (mgal)                       NAVD 88
 BO0262
 BO0262  VERT ORDER  -  SECOND    CLASS 0
 BO0262
 BO0262.The horizontal coordinates were scaled from a topographic map and have
 BO0262.an estimated accuracy of +/- 6 seconds.
 BO0262
 BO0262.The orthometric height was determined by differential leveling
 BO0262.and adjusted by the National Geodetic Survey in June 1991..
 BO0262
 BO0262.The geoid height was determined by GEOID03.
 BO0262
 BO0262.The dynamic height is computed by dividing the NAVD 88
 BO0262.geopotential number by the normal gravity value computed on the
 BO0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0262.degrees latitude (g = 980.6199 gals.).
 BO0262
 BO0262.The modeled gravity was interpolated from observed gravity values.
 BO0262
 BO0262;                    North         East    Units  Estimated Accuracy
 BO0262;SPC TXSC     - 4,258,810.      389,650.      MT  (+/- 180 meters Scaled)
 BO0262
 BO0262                          SUPERSEDED SURVEY CONTROL
 BO0262
 BO0262  NGVD 29 (??/??/92)  531.970  (m)         1745.30   (f) ADJ UNCH    2 0
 BO0262
 BO0262.Superseded values are not recommended for survey control.
 BO0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0262.See file dsdata.txt to determine how the superseded data were derived.
 BO0262
 BO0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU896375(NAD 83)
 BO0262_MARKER: DB = BENCH MARK DISK
 BO0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0262_STAMPING: M 721 1942
 BO0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0262+STABILITY: SURFACE MOTION
 BO0262
 BO0262  HISTORY     - Date     Condition        Report By
 BO0262  HISTORY     - 1942     MONUMENTED       CGS
 BO0262  HISTORY     - 1971     MARK NOT FOUND   NGS
 BO0262
 BO0262                          STATION DESCRIPTION
 BO0262
 BO0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0262'6.3 MI W FROM JUNO.
 BO0262'THIS MARK IS ABOUT 6.3 MILES WEST ALONG A DIRT ROAD TO PANDALE FROM
 BO0262'THE POST OFFICE AT JUNO, VAL VERDE COUNTY, 1.25 MILE EAST OF A CATTLE
 BO0262'GUARD, 190.0 FEET EAST OF A 5 FOOT DIP IN THE ROAD, ABOUT 2.0 FEET
 BO0262'HIGHER THAN THE ROAD, 20.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BO0262'5.0 FEET WEST OF A 4-INCH MESQUITE TREE.
 BO0262
 BO0262                          STATION RECOVERY (1971)
 BO0262
 BO0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0082 ***********************************************************************
 BO0082  DESIGNATION -  M 722
 BO0082  PID         -  BO0082
 BO0082  STATE/COUNTY-  TX/VAL VERDE
 BO0082  USGS QUAD   -  WHITE DRAW (1973)
 BO0082
 BO0082                         *CURRENT SURVEY CONTROL
 BO0082  ___________________________________________________________________
 BO0082* NAD 83(1986)-  30 04 42.     (N)    100 58 37.     (W)     SCALED    
 BO0082* NAVD 88     -       628.461  (meters)    2061.88   (feet)  ADJUSTED  
 BO0082  ___________________________________________________________________
 BO0082  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BO0082  DYNAMIC HT  -         627.540 (meters)    2058.85  (feet)  COMP
 BO0082  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 BO0082
 BO0082  VERT ORDER  -  SECOND    CLASS 0
 BO0082
 BO0082.The horizontal coordinates were scaled from a topographic map and have
 BO0082.an estimated accuracy of +/- 6 seconds.
 BO0082
 BO0082.The orthometric height was determined by differential leveling
 BO0082.and adjusted by the National Geodetic Survey in June 1991..
 BO0082
 BO0082.The geoid height was determined by GEOID03.
 BO0082
 BO0082.The dynamic height is computed by dividing the NAVD 88
 BO0082.geopotential number by the normal gravity value computed on the
 BO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0082.degrees latitude (g = 980.6199 gals.).
 BO0082
 BO0082.The modeled gravity was interpolated from observed gravity values.
 BO0082
 BO0082;                    North         East    Units  Estimated Accuracy
 BO0082;SPC TXSC     - 4,250,420.      409,420.      MT  (+/- 180 meters Scaled)
 BO0082
 BO0082                          SUPERSEDED SURVEY CONTROL
 BO0082
 BO0082  NGVD 29 (??/??/92)  628.336  (m)         2061.47   (f) ADJ UNCH    2 0
 BO0082
 BO0082.Superseded values are not recommended for survey control.
 BO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0082.See file dsdata.txt to determine how the superseded data were derived.
 BO0082
 BO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU094291(NAD 83)
 BO0082_MARKER: DB = BENCH MARK DISK
 BO0082_SETTING: 66 = SET IN ROCK OUTCROP
 BO0082_SP_SET: ROCK
 BO0082_STAMPING: M 722 1942
 BO0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0082+STABILITY: POSITION/ELEVATION WELL
 BO0082
 BO0082  HISTORY     - Date     Condition        Report By
 BO0082  HISTORY     - 1942     MONUMENTED       CGS
 BO0082
 BO0082                          STATION DESCRIPTION
 BO0082
 BO0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0082'18.0 MI E FROM JUNO.
 BO0082'THIS MARK IS ABOUT 8.0 MILES NORTHEAST AND ABOUT 10.0 MILES EAST ALONG
 BO0082'A RANCH ROAD TO LOMA ALTA FROM THE POST OFFICE AT JUNO, VAL VERDE
 BO0082'COUNTY, ABOUT 2.0 MILES EAST OF A ROCK BUNGALOW, SET ON THE SOUTHEAST
 BO0082'SIDE OF A SLOPE, 30.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 BO0082'SET ON THE SOUTHWEST END OF A S-CURVE, IN A LARGE LIMESTONE OUTCROP,
 BO0082'ABOUT 1.0 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0106 ***********************************************************************
 BO0106  DESIGNATION -  M 723
 BO0106  PID         -  BO0106
 BO0106  STATE/COUNTY-  TX/VAL VERDE
 BO0106  USGS QUAD   -  ROBINSON DRAW (1973)
 BO0106
 BO0106                         *CURRENT SURVEY CONTROL
 BO0106  ___________________________________________________________________
 BO0106* NAD 83(1986)-  30 00 16.     (N)    100 50 58.     (W)     SCALED    
 BO0106* NAVD 88     -       608.604  (meters)    1996.73   (feet)  ADJUSTED  
 BO0106  ___________________________________________________________________
 BO0106  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 BO0106  DYNAMIC HT  -         607.701 (meters)    1993.77  (feet)  COMP
 BO0106  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 BO0106
 BO0106  VERT ORDER  -  SECOND    CLASS 0
 BO0106
 BO0106.The horizontal coordinates were scaled from a topographic map and have
 BO0106.an estimated accuracy of +/- 6 seconds.
 BO0106
 BO0106.The orthometric height was determined by differential leveling
 BO0106.and adjusted by the National Geodetic Survey in June 1991..
 BO0106
 BO0106.The geoid height was determined by GEOID03.
 BO0106
 BO0106.The dynamic height is computed by dividing the NAVD 88
 BO0106.geopotential number by the normal gravity value computed on the
 BO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0106.degrees latitude (g = 980.6199 gals.).
 BO0106
 BO0106.The modeled gravity was interpolated from observed gravity values.
 BO0106
 BO0106;                    North         East    Units  Estimated Accuracy
 BO0106;SPC TXSC     - 4,242,030.      421,580.      MT  (+/- 180 meters Scaled)
 BO0106
 BO0106                          SUPERSEDED SURVEY CONTROL
 BO0106
 BO0106  NGVD 29 (??/??/92)  608.487  (m)         1996.34   (f) ADJ UNCH    2 0
 BO0106
 BO0106.Superseded values are not recommended for survey control.
 BO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0106.See file dsdata.txt to determine how the superseded data were derived.
 BO0106
 BO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU216207(NAD 83)
 BO0106_MARKER: DB = BENCH MARK DISK
 BO0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0106_STAMPING: M 723 1942
 BO0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0106+STABILITY: SURFACE MOTION
 BO0106
 BO0106  HISTORY     - Date     Condition        Report By
 BO0106  HISTORY     - 1942     MONUMENTED       CGS
 BO0106  HISTORY     - 1973     POOR             USGS
 BO0106  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0106
 BO0106                          STATION DESCRIPTION
 BO0106
 BO0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0106'10.2 MI NW FROM LOMA ALTA.
 BO0106'THIS MARK IS ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 277 AND ABOUT
 BO0106'6.5 MILES WEST ALONG A RANCH ROAD TO JUNO FROM THE STORE AT LOMA ALTA,
 BO0106'VAL VERDE COUNTY, ABOUT 0.05 MILE SOUTHEAST OF A GATE WITH A SIGN
 BO0106'READING MRS WITEHEADS RANCH, 22.0 FEET NORTHEAST OF THE CENTER LINE OF
 BO0106'THE ROAD, SET ACROSS THE ROAD FROM A FENCE INTERSECTING THE FENCE
 BO0106'RUNNING PARALLEL WITH THE ROAD.
 BO0106
 BO0106                          STATION RECOVERY (1973)
 BO0106
 BO0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BO0106'MARK RECOVERED IN POOR CONDITION.
 BO0106
 BO0106                          STATION RECOVERY (1999)
 BO0106
 BO0106'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0386 ***********************************************************************
 BO0386  DESIGNATION -  M 724 RESET 1955
 BO0386  PID         -  BO0386
 BO0386  STATE/COUNTY-  TX/TERRELL
 BO0386  USGS QUAD   -  SHEFFIELD SE (1967)
 BO0386
 BO0386                         *CURRENT SURVEY CONTROL
 BO0386  ___________________________________________________________________
 BO0386* NAD 83(1986)-  30 30 27.     (N)    101 52 20.     (W)     SCALED    
 BO0386* NAVD 88     -       652.703  (meters)    2141.41   (feet)  ADJUSTED  
 BO0386  ___________________________________________________________________
 BO0386  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 BO0386  DYNAMIC HT  -         651.743 (meters)    2138.26  (feet)  COMP
 BO0386  MODELED GRAV-     979,150.3   (mgal)                       NAVD 88
 BO0386
 BO0386  VERT ORDER  -  SECOND    CLASS 0
 BO0386
 BO0386.The horizontal coordinates were scaled from a topographic map and have
 BO0386.an estimated accuracy of +/- 6 seconds.
 BO0386
 BO0386.The orthometric height was determined by differential leveling
 BO0386.and adjusted by the National Geodetic Survey in June 1991..
 BO0386
 BO0386.The geoid height was determined by GEOID03.
 BO0386
 BO0386.The dynamic height is computed by dividing the NAVD 88
 BO0386.geopotential number by the normal gravity value computed on the
 BO0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0386.degrees latitude (g = 980.6199 gals.).
 BO0386
 BO0386.The modeled gravity was interpolated from observed gravity values.
 BO0386
 BO0386;                    North         East    Units  Estimated Accuracy
 BO0386;SPC TXSC     - 4,299,770.      324,300.      MT  (+/- 180 meters Scaled)
 BO0386
 BO0386                          SUPERSEDED SURVEY CONTROL
 BO0386
 BO0386  NGVD 29 (??/??/92)  652.483  (m)         2140.69   (f) ADJ UNCH    2 0
 BO0386
 BO0386.Superseded values are not recommended for survey control.
 BO0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0386.See file dsdata.txt to determine how the superseded data were derived.
 BO0386
 BO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU243785(NAD 83)
 BO0386_MARKER: DB = BENCH MARK DISK
 BO0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0386_STAMPING: M 724 RESET 1955
 BO0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0386+STABILITY: SURFACE MOTION
 BO0386
 BO0386  HISTORY     - Date     Condition        Report By
 BO0386  HISTORY     - 1955     MONUMENTED       CGS
 BO0386  HISTORY     - 1958     GOOD             NGS
 BO0386
 BO0386                          STATION DESCRIPTION
 BO0386
 BO0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0386'18.0 MI S FROM SHEFFIELD.
 BO0386'ABOUT 18.0 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE AT
 BO0386'SHEFFIELD, 117 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BO0386'0.3 MILE SOUTHEAST OF A CATTLE GUARD ACROSS THE HIGHWAY, AT THE
 BO0386'NORTHWEST EDGE OF A DIP IN THE HIGHWAY, 54 FEET NORTHEAST OF THE
 BO0386'NORTHEAST RIGHT OF WAY FENCE, 13 FEET SOUTHEAST OF THE CENTER LINE OF
 BO0386'A DIM TRAIL ROAD, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 BO0386'ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 BO0386'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THIS MARK IS LEANING TO THE
 BO0386'SOUTHEAST DUE TO A POOR JOB OF RESETTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0091 ***********************************************************************
 BP0091  DESIGNATION -  M 725
 BP0091  PID         -  BP0091
 BP0091  STATE/COUNTY-  TX/TERRELL
 BP0091  USGS QUAD   -  CONTINENTAL RANCH (1969)
 BP0091
 BP0091                         *CURRENT SURVEY CONTROL
 BP0091  ___________________________________________________________________
 BP0091* NAD 83(1986)-  30 15 39.     (N)    102 00 28.     (W)     SCALED    
 BP0091* NAVD 88     -       662.260  (meters)    2172.76   (feet)  ADJUSTED  
 BP0091  ___________________________________________________________________
 BP0091  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BP0091  DYNAMIC HT  -         661.266 (meters)    2169.50  (feet)  COMP
 BP0091  MODELED GRAV-     979,120.2   (mgal)                       NAVD 88
 BP0091
 BP0091  VERT ORDER  -  SECOND    CLASS 0
 BP0091
 BP0091.The horizontal coordinates were scaled from a topographic map and have
 BP0091.an estimated accuracy of +/- 6 seconds.
 BP0091
 BP0091.The orthometric height was determined by differential leveling
 BP0091.and adjusted by the National Geodetic Survey in June 1991..
 BP0091
 BP0091.The geoid height was determined by GEOID03.
 BP0091
 BP0091.The dynamic height is computed by dividing the NAVD 88
 BP0091.geopotential number by the normal gravity value computed on the
 BP0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0091.degrees latitude (g = 980.6199 gals.).
 BP0091
 BP0091.The modeled gravity was interpolated from observed gravity values.
 BP0091
 BP0091;                    North         East    Units  Estimated Accuracy
 BP0091;SPC TXSC     - 4,272,760.      310,590.      MT  (+/- 180 meters Scaled)
 BP0091
 BP0091                          SUPERSEDED SURVEY CONTROL
 BP0091
 BP0091  NGVD 29 (??/??/92)  662.043  (m)         2172.05   (f) ADJ UNCH    2 0
 BP0091
 BP0091.Superseded values are not recommended for survey control.
 BP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0091.See file dsdata.txt to determine how the superseded data were derived.
 BP0091
 BP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP879514(NAD 83)
 BP0091_MARKER: DB = BENCH MARK DISK
 BP0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0091_STAMPING: M 725 1942
 BP0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0091+STABILITY: SURFACE MOTION
 BP0091
 BP0091  HISTORY     - Date     Condition        Report By
 BP0091  HISTORY     - 1942     MONUMENTED       CGS
 BP0091  HISTORY     - 1958     GOOD             NGS
 BP0091
 BP0091                          STATION DESCRIPTION
 BP0091
 BP0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0091'16.85 MI N FROM DRYDEN.
 BP0091'ABOUT 16.55 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0091'ORLEANS RAILROAD STATION AT DRYDEN TO A CONCRETE WATER CROSSING WHICH
 BP0091'IS 0.8 MILE NORTH OF THE JUNCTION OF THE ROAD LEADING TO THE E. W.
 BP0091'YOUNG RANCH, THENCE 0.3 MILE NORTHWEST ALONG A TRAIL ROAD TO THE
 BP0091'JUNCTION OF THE OLD HIGHWAY, 76 FEET SOUTHWEST OF THE CENTER LINE OF
 BP0091'THE TRAIL ROAD, 31 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 BP0091'ABOUT 0.1 MILE NORTH OF A CONCRETE WATER CROSSING ON THE OLD HIGHWAY,
 BP0091'50 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 1 1/2 FEET NORTH
 BP0091'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BP0091'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0388 ***********************************************************************
 CC0388  DESIGNATION -  M 726
 CC0388  PID         -  CC0388
 CC0388  STATE/COUNTY-  TX/REEVES
 CC0388  USGS QUAD   -  TOYAH (1970)
 CC0388
 CC0388                         *CURRENT SURVEY CONTROL
 CC0388  ___________________________________________________________________
 CC0388* NAD 83(1986)-  31 21 52.     (N)    103 49 34.     (W)     SCALED    
 CC0388* NAVD 88     -       896.641  (meters)    2941.73   (feet)  ADJUSTED  
 CC0388  ___________________________________________________________________
 CC0388  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CC0388  DYNAMIC HT  -         895.314 (meters)    2937.38  (feet)  COMP
 CC0388  MODELED GRAV-     979,130.2   (mgal)                       NAVD 88
 CC0388
 CC0388  VERT ORDER  -  SECOND    CLASS 0
 CC0388
 CC0388.The horizontal coordinates were scaled from a topographic map and have
 CC0388.an estimated accuracy of +/- 6 seconds.
 CC0388
 CC0388.The orthometric height was determined by differential leveling
 CC0388.and adjusted by the National Geodetic Survey in June 1991..
 CC0388
 CC0388.The geoid height was determined by GEOID03.
 CC0388
 CC0388.The dynamic height is computed by dividing the NAVD 88
 CC0388.geopotential number by the normal gravity value computed on the
 CC0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0388.degrees latitude (g = 980.6199 gals.).
 CC0388
 CC0388.The modeled gravity was interpolated from observed gravity values.
 CC0388
 CC0388;                    North         East    Units  Estimated Accuracy
 CC0388;SPC TX C     - 3,193,430.      367,790.      MT  (+/- 180 meters Scaled)
 CC0388
 CC0388                          SUPERSEDED SURVEY CONTROL
 CC0388
 CC0388  NGVD 29 (??/??/92)  896.279  (m)         2940.54   (f) ADJ UNCH    2 0
 CC0388
 CC0388.Superseded values are not recommended for survey control.
 CC0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0388.See file dsdata.txt to determine how the superseded data were derived.
 CC0388
 CC0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ116705(NAD 83)
 CC0388_MARKER: DB = BENCH MARK DISK
 CC0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0388_STAMPING: M 726 1942
 CC0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0388+STABILITY: SURFACE MOTION
 CC0388
 CC0388  HISTORY     - Date     Condition        Report By
 CC0388  HISTORY     - 1942     MONUMENTED       CGS
 CC0388  HISTORY     - 1958     GOOD             NGS
 CC0388
 CC0388                          STATION DESCRIPTION
 CC0388
 CC0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0388'5.15 MI NW FROM TOYAH.
 CC0388'ABOUT 5.15 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0388'PACIFIC RAILWAY COMPANY STATION AT TOYAH, 61 FEET SOUTHWEST OF THE
 CC0388'CENTER LINE OF THE ROAD, ABOUT 1.0 MILE NORTH-NORTHWEST OF A STEEL
 CC0388'WINDMILL, 3 1/2 FEET NORTHEAST OF A FENCE, 1 1/2 FEET SOUTHEAST OF A
 CC0388'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 CC0388'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0055 ***********************************************************************
 CD0055  DESIGNATION -  M 727
 CD0055  PID         -  CD0055
 CD0055  STATE/COUNTY-  TX/CULBERSON
 CD0055  USGS QUAD   -  TWO MILL DRAW EAST (1973)
 CD0055
 CD0055                         *CURRENT SURVEY CONTROL
 CD0055  ___________________________________________________________________
 CD0055* NAD 83(1986)-  31 31 40.     (N)    104 08 27.     (W)     SCALED    
 CD0055* NAVD 88     -      1057.359  (meters)    3469.02   (feet)  ADJUSTED  
 CD0055  ___________________________________________________________________
 CD0055  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CD0055  DYNAMIC HT  -        1055.770 (meters)    3463.81  (feet)  COMP
 CD0055  MODELED GRAV-     979,101.4   (mgal)                       NAVD 88
 CD0055
 CD0055  VERT ORDER  -  SECOND    CLASS 0
 CD0055
 CD0055.The horizontal coordinates were scaled from a topographic map and have
 CD0055.an estimated accuracy of +/- 6 seconds.
 CD0055
 CD0055.The orthometric height was determined by differential leveling
 CD0055.and adjusted by the National Geodetic Survey in June 1991..
 CD0055
 CD0055.The geoid height was determined by GEOID03.
 CD0055
 CD0055.The dynamic height is computed by dividing the NAVD 88
 CD0055.geopotential number by the normal gravity value computed on the
 CD0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0055.degrees latitude (g = 980.6199 gals.).
 CD0055
 CD0055.The modeled gravity was interpolated from observed gravity values.
 CD0055
 CD0055;                    North         East    Units  Estimated Accuracy
 CD0055;SPC TX C     - 3,212,510.      338,480.      MT  (+/- 180 meters Scaled)
 CD0055
 CD0055                          SUPERSEDED SURVEY CONTROL
 CD0055
 CD0055  NGVD 29 (??/??/92) 1056.924  (m)         3467.59   (f) ADJ UNCH    2 0
 CD0055
 CD0055.Superseded values are not recommended for survey control.
 CD0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0055.See file dsdata.txt to determine how the superseded data were derived.
 CD0055
 CD0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ815884(NAD 83)
 CD0055_MARKER: DB = BENCH MARK DISK
 CD0055_SETTING: 66 = SET IN ROCK OUTCROP
 CD0055_SP_SET: OUTCROP
 CD0055_STAMPING: M 727 1942
 CD0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0055+STABILITY: POSITION/ELEVATION WELL
 CD0055
 CD0055  HISTORY     - Date     Condition        Report By
 CD0055  HISTORY     - 1942     MONUMENTED       CGS
 CD0055  HISTORY     - 1958     GOOD             NGS
 CD0055
 CD0055                          STATION DESCRIPTION
 CD0055
 CD0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0055'29.15 MI NW FROM TOYAH.
 CD0055'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0055'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 20.2 MILES
 CD0055'NORTHWEST ALONG A GRADED ROAD.  IN THE TOP OF A FLAT ROCK OUTCROP
 CD0055'SURROUNDED BY A CIRCLE OF LOOSE ROCK, 42 FEET SOUTH OF THE CENTER LINE
 CD0055'OF THE ROAD, AT THE CREST OF A SMALL GRADE AND ON THE NORTH SLOPE OF A
 CD0055'SMALL KNOLL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0355 ***********************************************************************
 CC0355  DESIGNATION -  M 728
 CC0355  PID         -  CC0355
 CC0355  STATE/COUNTY-  TX/REEVES
 CC0355  USGS QUAD   -  TOYAH (1970)
 CC0355
 CC0355                         *CURRENT SURVEY CONTROL
 CC0355  ___________________________________________________________________
 CC0355* NAD 83(1986)-  31 18 46.     (N)    103 47 28.     (W)     SCALED    
 CC0355* NAVD 88     -       889.103  (meters)    2917.00   (feet)  ADJUSTED  
 CC0355  ___________________________________________________________________
 CC0355  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CC0355  DYNAMIC HT  -         887.790 (meters)    2912.69  (feet)  COMP
 CC0355  MODELED GRAV-     979,133.3   (mgal)                       NAVD 88
 CC0355
 CC0355  VERT ORDER  -  FIRST     CLASS II
 CC0355
 CC0355.The horizontal coordinates were scaled from a topographic map and have
 CC0355.an estimated accuracy of +/- 6 seconds.
 CC0355
 CC0355.The orthometric height was determined by differential leveling
 CC0355.and adjusted by the National Geodetic Survey in June 1991..
 CC0355.WARNING-Repeat measurements at this control monument indicate possible
 CC0355.vertical movement.
 CC0355
 CC0355.The geoid height was determined by GEOID03.
 CC0355
 CC0355.The dynamic height is computed by dividing the NAVD 88
 CC0355.geopotential number by the normal gravity value computed on the
 CC0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0355.degrees latitude (g = 980.6199 gals.).
 CC0355
 CC0355.The modeled gravity was interpolated from observed gravity values.
 CC0355
 CC0355;                    North         East    Units  Estimated Accuracy
 CC0355;SPC TX C     - 3,187,600.      370,940.      MT  (+/- 180 meters Scaled)
 CC0355
 CC0355                          SUPERSEDED SURVEY CONTROL
 CC0355
 CC0355  NGVD 29 (??/??/92)  888.763  (m)         2915.88   (f) ADJ UNCH    1 2
 CC0355
 CC0355.Superseded values are not recommended for survey control.
 CC0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0355.See file dsdata.txt to determine how the superseded data were derived.
 CC0355
 CC0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ150648(NAD 83)
 CC0355_MARKER: DB = BENCH MARK DISK
 CC0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0355_SP_SET: FOUNDATION
 CC0355_STAMPING: M 728 1942
 CC0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0355
 CC0355  HISTORY     - Date     Condition        Report By
 CC0355  HISTORY     - 1942     MONUMENTED       CGS
 CC0355  HISTORY     - 1956     GOOD             NGS
 CC0355  HISTORY     - 1981     GOOD             NGS
 CC0355
 CC0355                          STATION DESCRIPTION
 CC0355
 CC0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0355'IN TOYAH.
 CC0355'AT TOYAH, REEVES COUNTY, ON THE TEXAS AND PACIFIC RAILWAY, AT THE
 CC0355'STATION, IN THE NORTH CORNER OF THE CONCRETE FOUNDATION, AT A ROAD
 CC0355'CROSSING, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN TRACK, 28
 CC0355'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT ABOVE THE
 CC0355'GROUND.  A STANDARD DISK, STAMPED M 728 1942 AND SET VERTICALLY.
 CC0355
 CC0355                          STATION RECOVERY (1981)
 CC0355
 CC0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0355'IN TOYAH, AT THE FARM ROAD 2903 CROSSING OF THE MISSOURI PACIFIC
 CC0355'RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST PILLAR
 CC0355'OF THE PORCH OF THE RAILROAD STATION, 10.1 METERS (33.0 FT) SOUTHEAST
 CC0355'OF THE NEAR RAIL, AND 8.5 METERS (28.0 FT) SOUTHWEST OF THE CENTERLINE
 CC0355'OF THE ROAD.
 CC0355'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0051 ***********************************************************************
 BQ0051  DESIGNATION -  M 729
 BQ0051  PID         -  BQ0051
 BQ0051  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0051  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0051
 BQ0051                         *CURRENT SURVEY CONTROL
 BQ0051  ___________________________________________________________________
 BQ0051* NAD 83(1986)-  30 52 32.     (N)    104 28 35.     (W)     SCALED    
 BQ0051* NAVD 88     -      1305.730  (meters)    4283.88   (feet)  ADJUSTED  
 BQ0051  ___________________________________________________________________
 BQ0051  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BQ0051  DYNAMIC HT  -        1303.647 (meters)    4277.05  (feet)  COMP
 BQ0051  MODELED GRAV-     979,000.5   (mgal)                       NAVD 88
 BQ0051
 BQ0051  VERT ORDER  -  SECOND    CLASS 0
 BQ0051
 BQ0051.The horizontal coordinates were scaled from a topographic map and have
 BQ0051.an estimated accuracy of +/- 6 seconds.
 BQ0051
 BQ0051.The orthometric height was determined by differential leveling
 BQ0051.and adjusted by the National Geodetic Survey in June 1991..
 BQ0051
 BQ0051.The geoid height was determined by GEOID03.
 BQ0051
 BQ0051.The dynamic height is computed by dividing the NAVD 88
 BQ0051.geopotential number by the normal gravity value computed on the
 BQ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0051.degrees latitude (g = 980.6199 gals.).
 BQ0051
 BQ0051.The modeled gravity was interpolated from observed gravity values.
 BQ0051
 BQ0051;                    North         East    Units  Estimated Accuracy
 BQ0051;SPC TX C     - 3,141,390.      303,950.      MT  (+/- 180 meters Scaled)
 BQ0051
 BQ0051                          SUPERSEDED SURVEY CONTROL
 BQ0051
 BQ0051  NGVD 29 (??/??/92) 1305.192  (m)         4282.12   (f) ADJ UNCH    2 0
 BQ0051
 BQ0051.Superseded values are not recommended for survey control.
 BQ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0051.See file dsdata.txt to determine how the superseded data were derived.
 BQ0051
 BQ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ500159(NAD 83)
 BQ0051_MARKER: DB = BENCH MARK DISK
 BQ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0051_STAMPING: M 729 1942
 BQ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0051+STABILITY: SURFACE MOTION
 BQ0051
 BQ0051  HISTORY     - Date     Condition        Report By
 BQ0051  HISTORY     - 1942     MONUMENTED       CGS
 BQ0051  HISTORY     - 1958     GOOD             NGS
 BQ0051
 BQ0051                          STATION DESCRIPTION
 BQ0051
 BQ0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0051'16.7 MI S FROM BORACHO.
 BQ0051'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0051'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 16.35 MILES
 BQ0051'SOUTH ALONG A VERY POOR DIRT ROAD.  25 FEET SOUTHEAST OF THE CENTER
 BQ0051'LINE OF THE ROAD, ABOUT 0.2 MILE WEST OF A WINDMILL AND WATER TANK, 2
 BQ0051'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BQ0051'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0473 ***********************************************************************
 CT0473  DESIGNATION -  M 73
 CT0473  PID         -  CT0473
 CT0473  STATE/COUNTY-  TX/TAYLOR
 CT0473  USGS QUAD   -  BUFFALO GAP (1984)
 CT0473
 CT0473                         *CURRENT SURVEY CONTROL
 CT0473  ___________________________________________________________________
 CT0473* NAD 83(1986)-  32 16 15.     (N)    099 46 36.     (W)     SCALED    
 CT0473* NAVD 88     -       581.898  (meters)    1909.11   (feet)  POSTED    
 CT0473  ___________________________________________________________________
 CT0473  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CT0473  DYNAMIC HT  -         581.140 (meters)    1906.62  (feet)  COMP
 CT0473  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 CT0473
 CT0473  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0473
 CT0473.The horizontal coordinates were scaled from a topographic map and have
 CT0473.an estimated accuracy of +/- 6 seconds.
 CT0473
 CT0473.The orthometric height was determined by differential leveling
 CT0473.and adjusted by the National Geodetic Survey in 1992..
 CT0473.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0473.rate of 0.0 thru 1.0 mm/km.
 CT0473
 CT0473.The geoid height was determined by GEOID03.
 CT0473
 CT0473.The dynamic height is computed by dividing the NAVD 88
 CT0473.geopotential number by the normal gravity value computed on the
 CT0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0473.degrees latitude (g = 980.6199 gals.).
 CT0473
 CT0473.The modeled gravity was interpolated from observed gravity values.
 CT0473
 CT0473;                    North         East    Units  Estimated Accuracy
 CT0473;SPC TXNC     - 2,067,730.      479,730.      MT  (+/- 180 meters Scaled)
 CT0473
 CT0473                          SUPERSEDED SURVEY CONTROL
 CT0473
 CT0473  NGVD 29 (??/??/92)  581.728  (m)         1908.55   (f) ADJ UNCH    1 2
 CT0473
 CT0473.Superseded values are not recommended for survey control.
 CT0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0473.See file dsdata.txt to determine how the superseded data were derived.
 CT0473
 CT0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA268707(NAD 83)
 CT0473_MARKER: DB = BENCH MARK DISK
 CT0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0473_STAMPING: 1908.553 M 73 1931
 CT0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0473+STABILITY: SURFACE MOTION
 CT0473
 CT0473  HISTORY     - Date     Condition        Report By
 CT0473  HISTORY     - 1931     MONUMENTED       CGS
 CT0473  HISTORY     - 1958     GOOD             NGS
 CT0473
 CT0473                          STATION DESCRIPTION
 CT0473
 CT0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0473'4.5 MI N FROM TUSCOLA.
 CT0473'4.5 MILES NORTH ALONG THE ABILENE AND SOUTHERN RAILWAY FROM TUSCOLA,
 CT0473'TAYLOR COUNTY, 15 RAILS NORTH OF MILEPOST 41, 10 RAILS NORTH OF BRIDGE
 CT0473'41.0, 160 FEET SOUTH OF A ROAD CROSSING, AND 20 FEET WEST OF THE
 CT0473'TRACK.  A STANDARD DISK, STAMPED 1908.553 M 73 1931 AND SET IN THE TOP
 CT0473'OF A CONCRETE POST.  NOTE-- THE NUMBER OF THE MILEPOST HAS BEEN
 CT0473'CHANGED FROM 41 TO 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0410 ***********************************************************************
 EM0410  DESIGNATION -  M 73
 EM0410  PID         -  EM0410
 EM0410  STATE/COUNTY-  TX/HARDEMAN
 EM0410  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0410
 EM0410                         *CURRENT SURVEY CONTROL
 EM0410  ___________________________________________________________________
 EM0410* NAD 83(1986)-  34 13 24.     (N)    099 32 36.     (W)     SCALED    
 EM0410* NAVD 88     -       429.659  (meters)    1409.64   (feet)  ADJUSTED  
 EM0410  ___________________________________________________________________
 EM0410  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 EM0410  DYNAMIC HT  -         429.172 (meters)    1408.04  (feet)  COMP
 EM0410  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 EM0410
 EM0410  VERT ORDER  -  FIRST     CLASS II
 EM0410
 EM0410.The horizontal coordinates were scaled from a topographic map and have
 EM0410.an estimated accuracy of +/- 6 seconds.
 EM0410
 EM0410.The orthometric height was determined by differential leveling
 EM0410.and adjusted by the National Geodetic Survey in June 1991..
 EM0410
 EM0410.The geoid height was determined by GEOID03.
 EM0410
 EM0410.The dynamic height is computed by dividing the NAVD 88
 EM0410.geopotential number by the normal gravity value computed on the
 EM0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0410.degrees latitude (g = 980.6199 gals.).
 EM0410
 EM0410.The modeled gravity was interpolated from observed gravity values.
 EM0410
 EM0410;                    North         East    Units  Estimated Accuracy
 EM0410;SPC TXNC     - 2,284,010.      503,860.      MT  (+/- 180 meters Scaled)
 EM0410
 EM0410                          SUPERSEDED SURVEY CONTROL
 EM0410
 EM0410  NGVD 29 (??/??/92)  429.501  (m)         1409.12   (f) ADJ UNCH    1 2
 EM0410
 EM0410.Superseded values are not recommended for survey control.
 EM0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0410.See file dsdata.txt to determine how the superseded data were derived.
 EM0410
 EM0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC499870(NAD 83)
 EM0410_MARKER: DB = BENCH MARK DISK
 EM0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0410_STAMPING: 1409.121 M 73 1925
 EM0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0410+STABILITY: SURFACE MOTION
 EM0410
 EM0410  HISTORY     - Date     Condition        Report By
 EM0410  HISTORY     - 1925     MONUMENTED       USGS
 EM0410  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0410
 EM0410                          STATION DESCRIPTION
 EM0410
 EM0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0410'3.3 MI S FROM CHILLICOTHE.
 EM0410'3.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EM0410'CHILLICOTHE, HARDEMAN COUNTY, AT MILEAGE 500.5 ON THE EAST SIDE OF A
 EM0410'GATE ENTERING THE RIGHT-OF-WAY, 42 FEET WEST OF THE CENTERLINE OF THE
 EM0410'TRACK, AND 4 INCHES BELOW THE SURFACE OF THE GROUND.  A U. S.
 EM0410'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1409.121 M 73 1925 AND SET IN
 EM0410'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0063 ***********************************************************************
 BQ0063  DESIGNATION -  M 730
 BQ0063  PID         -  BQ0063
 BQ0063  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0063  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0063
 BQ0063                         *CURRENT SURVEY CONTROL
 BQ0063  ___________________________________________________________________
 BQ0063* NAD 83(1986)-  30 34 27.     (N)    104 29 22.     (W)     SCALED    
 BQ0063* NAVD 88     -      1349.889  (meters)    4428.76   (feet)  POSTED    
 BQ0063  ___________________________________________________________________
 BQ0063  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BQ0063  DYNAMIC HT  -        1347.660 (meters)    4421.45  (feet)  COMP
 BQ0063  MODELED GRAV-     978,943.0   (mgal)                       NAVD 88
 BQ0063
 BQ0063  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0063
 BQ0063.The horizontal coordinates were scaled from a topographic map and have
 BQ0063.an estimated accuracy of +/- 6 seconds.
 BQ0063
 BQ0063.The orthometric height was determined by differential leveling
 BQ0063.and adjusted by the National Geodetic Survey in 1992..
 BQ0063.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0063.rate of 1.1 thru 2.0 mm/km.
 BQ0063
 BQ0063.The geoid height was determined by GEOID03.
 BQ0063
 BQ0063.The dynamic height is computed by dividing the NAVD 88
 BQ0063.geopotential number by the normal gravity value computed on the
 BQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0063.degrees latitude (g = 980.6199 gals.).
 BQ0063
 BQ0063.The modeled gravity was interpolated from observed gravity values.
 BQ0063
 BQ0063;                    North         East    Units  Estimated Accuracy
 BQ0063;SPC TX C     - 3,108,050.      301,450.      MT  (+/- 180 meters Scaled)
 BQ0063
 BQ0063                          SUPERSEDED SURVEY CONTROL
 BQ0063
 BQ0063  NGVD 29 (??/??/92) 1349.308  (m)         4426.85   (f) ADJ UNCH    2 0
 BQ0063
 BQ0063.Superseded values are not recommended for survey control.
 BQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0063.See file dsdata.txt to determine how the superseded data were derived.
 BQ0063
 BQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP489825(NAD 83)
 BQ0063_MARKER: DB = BENCH MARK DISK
 BQ0063_SETTING: 0 = UNSPECIFIED SETTING
 BQ0063_STAMPING: M 730 1943
 BQ0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0063
 BQ0063  HISTORY     - Date     Condition        Report By
 BQ0063  HISTORY     - 1943     MONUMENTED       CGS
 BQ0063  HISTORY     - 1966     GOOD             NGS
 BQ0063  HISTORY     - 1973     GOOD             USGS
 BQ0063
 BQ0063                          STATION DESCRIPTION
 BQ0063
 BQ0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0063'0.9 MI S FROM VALENTINE.
 BQ0063'THIS MARK IS ABOUT 0.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE
 BQ0063'RANCH FROM THE POST OFFICE AT VALENTINE, JEFF DAVIS COUNTY, 0.8 MILES
 BQ0063'SOUTH OF U.S. HIGHWAY 90, 0.4 MILES SOUTH OF A CATTLE GUARD, 0.1 MILES
 BQ0063'SOUTH OF A CULVERT, 2 FEET EAST OF A FENCE RUNNING NORTH-SOUTH, 30.5
 BQ0063'FEET WEST OF THE CENTERLINE OF THE ROAD, PROJECTING ABOUT 6 INCHES
 BQ0063'ABOVE THE GROUND.
 BQ0063
 BQ0063                          STATION RECOVERY (1973)
 BQ0063
 BQ0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BQ0063'VALENTINE, 0.9 MILES SOUTHEAST OF POST OFFICE AT, ALONG U.S. HIGHWAY
 BQ0063'90, THENCE 0.4 MILES SOUTH ALONG A COUNTY ROAD LEADING TO THE BRITE
 BQ0063'RANCH. 34 FEET WEST OF THE CENTERLINE OF THE ROAD. 2 FEET EAST OF A
 BQ0063'FENCE. IN A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A
 BQ0063'STANDARD TABLET STAMPED M-730, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0211 ***********************************************************************
 BQ0211  DESIGNATION -  M 732
 BQ0211  PID         -  BQ0211
 BQ0211  STATE/COUNTY-  TX/PRESIDIO
 BQ0211  USGS QUAD   -  PUEBLO NUEVO (1979)
 BQ0211
 BQ0211                         *CURRENT SURVEY CONTROL
 BQ0211  ___________________________________________________________________
 BQ0211* NAD 83(1986)-  30 02 44.     (N)    104 41 33.     (W)     SCALED    
 BQ0211* NAVD 88     -       862.586  (meters)    2830.00   (feet)  POSTED    
 BQ0211  ___________________________________________________________________
 BQ0211  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 BQ0211  DYNAMIC HT  -         861.190 (meters)    2825.42  (feet)  COMP
 BQ0211  MODELED GRAV-     978,994.1   (mgal)                       NAVD 88
 BQ0211
 BQ0211  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0211
 BQ0211.The horizontal coordinates were scaled from a topographic map and have
 BQ0211.an estimated accuracy of +/- 6 seconds.
 BQ0211
 BQ0211.The orthometric height was determined by differential leveling
 BQ0211.and adjusted by the National Geodetic Survey in 1992..
 BQ0211.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0211.rate of 1.1 thru 2.0 mm/km.
 BQ0211
 BQ0211.The geoid height was determined by GEOID03.
 BQ0211
 BQ0211.The dynamic height is computed by dividing the NAVD 88
 BQ0211.geopotential number by the normal gravity value computed on the
 BQ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0211.degrees latitude (g = 980.6199 gals.).
 BQ0211
 BQ0211.The modeled gravity was interpolated from observed gravity values.
 BQ0211
 BQ0211;                    North         East    Units  Estimated Accuracy
 BQ0211;SPC TXSC     - 4,258,540.       51,250.      MT  (+/- 180 meters Scaled)
 BQ0211
 BQ0211                          SUPERSEDED SURVEY CONTROL
 BQ0211
 BQ0211  NGVD 29 (??/??/92)  862.114  (m)         2828.45   (f) ADJ UNCH    2 0
 BQ0211
 BQ0211.Superseded values are not recommended for survey control.
 BQ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0211.See file dsdata.txt to determine how the superseded data were derived.
 BQ0211
 BQ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP296238(NAD 83)
 BQ0211_MARKER: DB = BENCH MARK DISK
 BQ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0211_STAMPING: M 732 1943
 BQ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0211+STABILITY: SURFACE MOTION
 BQ0211
 BQ0211  HISTORY     - Date     Condition        Report By
 BQ0211  HISTORY     - 1943     MONUMENTED       CGS
 BQ0211
 BQ0211                          STATION DESCRIPTION
 BQ0211
 BQ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0211'5.0 MI NW FROM RUIDOSA.
 BQ0211'THIS MARK IS 5.0 MILES NORTHWEST ALONG THE ROAD TO CANDELARIA FROM THE
 BQ0211'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 0.2 MILE NORTH OF A ADOBE
 BQ0211'HOUSE, SET AT THE FOOT OF A HILL, 48.0 FEET NORTHEAST OF THE
 BQ0211'CENTERLINE OF THE ROAD, PROJECTING 5-INCHES ABOVE THE GROUND, 2.0 FEET
 BQ0211'SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0020 ***********************************************************************
 CD0020  DESIGNATION -  M 733
 CD0020  PID         -  CD0020
 CD0020  STATE/COUNTY-  TX/CULBERSON
 CD0020  USGS QUAD   -  SCREW BEAN DRAW EAST (1973)
 CD0020
 CD0020                         *CURRENT SURVEY CONTROL
 CD0020  ___________________________________________________________________
 CD0020* NAD 83(1986)-  31 48 42.     (N)    104 05 17.     (W)     SCALED    
 CD0020* NAVD 88     -       963.355  (meters)    3160.61   (feet)  ADJUSTED  
 CD0020  ___________________________________________________________________
 CD0020  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CD0020  DYNAMIC HT  -         961.919 (meters)    3155.90  (feet)  COMP
 CD0020  MODELED GRAV-     979,117.3   (mgal)                       NAVD 88
 CD0020
 CD0020  VERT ORDER  -  SECOND    CLASS 0
 CD0020
 CD0020.The horizontal coordinates were scaled from a topographic map and have
 CD0020.an estimated accuracy of +/- 6 seconds.
 CD0020
 CD0020.The orthometric height was determined by differential leveling
 CD0020.and adjusted by the National Geodetic Survey in June 1991..
 CD0020
 CD0020.The geoid height was determined by GEOID03.
 CD0020
 CD0020.The dynamic height is computed by dividing the NAVD 88
 CD0020.geopotential number by the normal gravity value computed on the
 CD0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0020.degrees latitude (g = 980.6199 gals.).
 CD0020
 CD0020.The modeled gravity was interpolated from observed gravity values.
 CD0020
 CD0020;                    North         East    Units  Estimated Accuracy
 CD0020;SPC TX C     - 3,243,790.      344,560.      MT  (+/- 180 meters Scaled)
 CD0020
 CD0020                          SUPERSEDED SURVEY CONTROL
 CD0020
 CD0020  NGVD 29 (??/??/92)  962.874  (m)         3159.03   (f) ADJ UNCH    2 0
 CD0020
 CD0020.Superseded values are not recommended for survey control.
 CD0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0020.See file dsdata.txt to determine how the superseded data were derived.
 CD0020
 CD0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER863199(NAD 83)
 CD0020_MARKER: DB = BENCH MARK DISK
 CD0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0020_STAMPING: M-733 1943
 CD0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0020+STABILITY: SURFACE MOTION
 CD0020
 CD0020  HISTORY     - Date     Condition        Report By
 CD0020  HISTORY     - 1943     MONUMENTED       CGS
 CD0020  HISTORY     - 1972     GOOD             USGS
 CD0020
 CD0020                          STATION DESCRIPTION
 CD0020
 CD0020'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CD0020'11.0 MI W FROM ORLA.
 CD0020'TO REACH FROM ORLA, TEXAS GO WEST ON TEXAS FARM-MARKET ROAD NO. 652
 CD0020'FOR 9.3 MI. THENCE SOUTH ALONG DUVAL CORPORATIONS PRIVATE BLACK TOP
 CD0020'ROAD FOR 0.8 MI. TO A E-W PIPELINE AND ROAD, THENCE 0.9 MI. WEST,
 CD0020'CROSSING R.R., ALONG GRADED PIPELINE ROAD.  23 FT. NORTH OF CENTER
 CD0020'LINE OF ROAD, AND 59 FT. EAST OF POWER POLE NO. 141-23, IN A CONCRETE
 CD0020'POST, A STANDARD TABLET STAMPED M-733 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0044 ***********************************************************************
 CD0044  DESIGNATION -  M 734
 CD0044  PID         -  CD0044
 CD0044  STATE/COUNTY-  TX/CULBERSON
 CD0044  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0044
 CD0044                         *CURRENT SURVEY CONTROL
 CD0044  ___________________________________________________________________
 CD0044* NAD 83(1986)-  31 50 40.     (N)    104 27 51.     (W)     SCALED    
 CD0044* NAVD 88     -      1123.176  (meters)    3684.95   (feet)  ADJUSTED  
 CD0044  ___________________________________________________________________
 CD0044  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CD0044  DYNAMIC HT  -        1121.463 (meters)    3679.33  (feet)  COMP
 CD0044  MODELED GRAV-     979,077.4   (mgal)                       NAVD 88
 CD0044
 CD0044  VERT ORDER  -  SECOND    CLASS 0
 CD0044
 CD0044.The horizontal coordinates were scaled from a topographic map and have
 CD0044.an estimated accuracy of +/- 6 seconds.
 CD0044
 CD0044.The orthometric height was determined by differential leveling
 CD0044.and adjusted by the National Geodetic Survey in June 1991..
 CD0044
 CD0044.The geoid height was determined by GEOID03.
 CD0044
 CD0044.The dynamic height is computed by dividing the NAVD 88
 CD0044.geopotential number by the normal gravity value computed on the
 CD0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0044.degrees latitude (g = 980.6199 gals.).
 CD0044
 CD0044.The modeled gravity was interpolated from observed gravity values.
 CD0044
 CD0044;                    North         East    Units  Estimated Accuracy
 CD0044;SPC TX C     - 3,248,690.      309,100.      MT  (+/- 180 meters Scaled)
 CD0044
 CD0044                          SUPERSEDED SURVEY CONTROL
 CD0044
 CD0044  NGVD 29 (??/??/92) 1122.639  (m)         3683.19   (f) ADJ UNCH    2 0
 CD0044
 CD0044.Superseded values are not recommended for survey control.
 CD0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0044.See file dsdata.txt to determine how the superseded data were derived.
 CD0044
 CD0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER506233(NAD 83)
 CD0044_MARKER: DB = BENCH MARK DISK
 CD0044_SETTING: 66 = SET IN ROCK OUTCROP
 CD0044_SP_SET: ROCK
 CD0044_STAMPING: M 734 1943
 CD0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0044+STABILITY: POSITION/ELEVATION WELL
 CD0044
 CD0044  HISTORY     - Date     Condition        Report By
 CD0044  HISTORY     - 1943     MONUMENTED       CGS
 CD0044
 CD0044                          STATION DESCRIPTION
 CD0044
 CD0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0044'35.7 MI W FROM ORLA.
 CD0044'THIS MARK IS 35.7 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0044'ORLA, SET ON THE WEST SIDE OF A CREEK IN THE ROCK WHICH FORMS THE BANK
 CD0044'OF THE CREEK, 50.0 FEET WEST OF THE CENTER OF THE CREEK, 20.0 FEET
 CD0044'NORTH OF THE CENTERLINE OF THE ROAD, 90.5 FEET SOUTHEAST OF POWER POLE
 CD0044'NUMBER 119-14, THE LETTERS U.S.B.M. ARE PAINTED JUST ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0089 ***********************************************************************
 BB0089  DESIGNATION -  M 735
 BB0089  PID         -  BB0089
 BB0089  STATE/COUNTY-  TX/PRESIDIO
 BB0089  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0089
 BB0089                         *CURRENT SURVEY CONTROL
 BB0089  ___________________________________________________________________
 BB0089* NAD 83(1986)-  29 51 37.     (N)    104 14 19.     (W)     SCALED    
 BB0089* NAVD 88     -      1307.551  (meters)    4289.86   (feet)  ADJUSTED  
 BB0089  ___________________________________________________________________
 BB0089  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 BB0089  DYNAMIC HT  -        1305.352 (meters)    4282.64  (feet)  COMP
 BB0089  MODELED GRAV-     978,915.1   (mgal)                       NAVD 88
 BB0089
 BB0089  VERT ORDER  -  SECOND    CLASS 0
 BB0089
 BB0089.The horizontal coordinates were scaled from a topographic map and have
 BB0089.an estimated accuracy of +/- 6 seconds.
 BB0089
 BB0089.The orthometric height was determined by differential leveling
 BB0089.and adjusted by the National Geodetic Survey in June 1991..
 BB0089
 BB0089.The geoid height was determined by GEOID03.
 BB0089
 BB0089.The dynamic height is computed by dividing the NAVD 88
 BB0089.geopotential number by the normal gravity value computed on the
 BB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0089.degrees latitude (g = 980.6199 gals.).
 BB0089
 BB0089.The modeled gravity was interpolated from observed gravity values.
 BB0089
 BB0089;                    North         East    Units  Estimated Accuracy
 BB0089;SPC TXSC     - 4,235,980.       94,060.      MT  (+/- 180 meters Scaled)
 BB0089
 BB0089                          SUPERSEDED SURVEY CONTROL
 BB0089
 BB0089  NGVD 29 (??/??/92) 1307.094  (m)         4288.36   (f) ADJ UNCH    2 0
 BB0089
 BB0089.Superseded values are not recommended for survey control.
 BB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0089.See file dsdata.txt to determine how the superseded data were derived.
 BB0089
 BB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP735035(NAD 83)
 BB0089_MARKER: DB = BENCH MARK DISK
 BB0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0089_STAMPING: M 735 1943
 BB0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0089+STABILITY: SURFACE MOTION
 BB0089
 BB0089  HISTORY     - Date     Condition        Report By
 BB0089  HISTORY     - 1943     MONUMENTED       CGS
 BB0089  HISTORY     - 1958     GOOD             NGS
 BB0089
 BB0089                          STATION DESCRIPTION
 BB0089
 BB0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0089'8.05 MI NE FROM SHAFTER.
 BB0089'ABOUT 5.5 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE SCHOOL
 BB0089'HOUSE AT SHAFTER, THENCE ABOUT 2.55 MILES SOUTHEAST ALONG A GRADED
 BB0089'DIRT ROAD, 105 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 BB0089'0.15 MILE NORTHEAST OF A POWER LINE, 20 FEET SOUTHWEST OF A FENCE,
 BB0089'ABOUT 0.55 MILE SOUTHEAST OF A CATTLE GUARD, ABOUT 0.8 MILE NORTHWEST
 BB0089'OF RANCH BUILDINGS, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BB0089'AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0370 ***********************************************************************
 BA0370  DESIGNATION -  M 736
 BA0370  PID         -  BA0370
 BA0370  STATE/COUNTY-  TX/PRESIDIO
 BA0370  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0370
 BA0370                         *CURRENT SURVEY CONTROL
 BA0370  ___________________________________________________________________
 BA0370* NAD 83(1986)-  29 42 13.     (N)    103 53 39.     (W)     SCALED    
 BA0370* NAVD 88     -      1241.290  (meters)    4072.47   (feet)  ADJUSTED  
 BA0370  ___________________________________________________________________
 BA0370  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BA0370  DYNAMIC HT  -        1239.229 (meters)    4065.70  (feet)  COMP
 BA0370  MODELED GRAV-     978,939.5   (mgal)                       NAVD 88
 BA0370
 BA0370  VERT ORDER  -  SECOND    CLASS 0
 BA0370
 BA0370.The horizontal coordinates were scaled from a topographic map and have
 BA0370.an estimated accuracy of +/- 6 seconds.
 BA0370
 BA0370.The orthometric height was determined by differential leveling
 BA0370.and adjusted by the National Geodetic Survey in June 1991..
 BA0370
 BA0370.The geoid height was determined by GEOID03.
 BA0370
 BA0370.The dynamic height is computed by dividing the NAVD 88
 BA0370.geopotential number by the normal gravity value computed on the
 BA0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0370.degrees latitude (g = 980.6199 gals.).
 BA0370
 BA0370.The modeled gravity was interpolated from observed gravity values.
 BA0370
 BA0370;                    North         East    Units  Estimated Accuracy
 BA0370;SPC TXSC     - 4,217,190.      126,580.      MT  (+/- 180 meters Scaled)
 BA0370
 BA0370                          SUPERSEDED SURVEY CONTROL
 BA0370
 BA0370  NGVD 29 (??/??/92) 1240.920  (m)         4071.25   (f) ADJ UNCH    2 0
 BA0370
 BA0370.Superseded values are not recommended for survey control.
 BA0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0370.See file dsdata.txt to determine how the superseded data were derived.
 BA0370
 BA0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN069864(NAD 83)
 BA0370_MARKER: DB = BENCH MARK DISK
 BA0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BA0370_SP_SET: DRILL HOLE
 BA0370_STAMPING: M 736 1943
 BA0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0370
 BA0370  HISTORY     - Date     Condition        Report By
 BA0370  HISTORY     - 1943     MONUMENTED       CGS
 BA0370  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0370
 BA0370                          STATION DESCRIPTION
 BA0370
 BA0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0370'17.5 MI SE FROM PLATA.
 BA0370'ABOUT 17.5 MILES SOUTHEAST OF PLATA ALONG THE MARFA-LAJITAS ROAD, 5.6
 BA0370'MILES SOUTHEAST OF THE SELLERS RANCH HOUSE, 75 FEET SOUTHEAST OF A
 BA0370'CURVE FROM WEST TO SOUTHEAST, IN THE BED OF A SMALL WASH, SET IN A
 BA0370'LARGE LAYER OF LIMESTONE, 97 FEET NORTHEAST OF THE CENTER LINE OF THE
 BA0370'ROAD, ABOUT 15 FEET SOUTHEAST OF THE JUNCTION OF TWO WASHES, ACROSS
 BA0370'THE ROAD FROM A FLAT SANDSTONE ROCK PAINTED WITH AN ARROW AND THE
 BA0370'LETTERS BM.  A BENCH MARK DISK SET IN A DRILL HOLE.
 BA0370
 BA0370                          STATION RECOVERY (1958)
 BA0370
 BA0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0125 ***********************************************************************
 BB0125  DESIGNATION -  M 737
 BB0125  PID         -  BB0125
 BB0125  STATE/COUNTY-  TX/PRESIDIO
 BB0125  USGS QUAD   -  PLATA NE (1983)
 BB0125
 BB0125                         *CURRENT SURVEY CONTROL
 BB0125  ___________________________________________________________________
 BB0125* NAD 83(1986)-  29 58 54.     (N)    104 01 14.     (W)     SCALED    
 BB0125* NAVD 88     -      1243.491  (meters)    4079.69   (feet)  ADJUSTED  
 BB0125  ___________________________________________________________________
 BB0125  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BB0125  DYNAMIC HT  -        1241.426 (meters)    4072.91  (feet)  COMP
 BB0125  MODELED GRAV-     978,939.0   (mgal)                       NAVD 88
 BB0125
 BB0125  VERT ORDER  -  SECOND    CLASS 0
 BB0125
 BB0125.The horizontal coordinates were scaled from a topographic map and have
 BB0125.an estimated accuracy of +/- 6 seconds.
 BB0125
 BB0125.The orthometric height was determined by differential leveling
 BB0125.and adjusted by the National Geodetic Survey in June 1991..
 BB0125
 BB0125.The geoid height was determined by GEOID03.
 BB0125
 BB0125.The dynamic height is computed by dividing the NAVD 88
 BB0125.geopotential number by the normal gravity value computed on the
 BB0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0125.degrees latitude (g = 980.6199 gals.).
 BB0125
 BB0125.The modeled gravity was interpolated from observed gravity values.
 BB0125
 BB0125;                    North         East    Units  Estimated Accuracy
 BB0125;SPC TXSC     - 4,248,490.      115,680.      MT  (+/- 180 meters Scaled)
 BB0125
 BB0125                          SUPERSEDED SURVEY CONTROL
 BB0125
 BB0125  NGVD 29 (??/??/92) 1243.059  (m)         4078.27   (f) ADJ UNCH    2 0
 BB0125
 BB0125.Superseded values are not recommended for survey control.
 BB0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0125.See file dsdata.txt to determine how the superseded data were derived.
 BB0125
 BB0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP944171(NAD 83)
 BB0125_MARKER: DB = BENCH MARK DISK
 BB0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0125_STAMPING: M 737 1943
 BB0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0125+STABILITY: SURFACE MOTION
 BB0125
 BB0125  HISTORY     - Date     Condition        Report By
 BB0125  HISTORY     - 1943     MONUMENTED       CGS
 BB0125  HISTORY     - 1958     GOOD             NGS
 BB0125
 BB0125                          STATION DESCRIPTION
 BB0125
 BB0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0125'8.45 MI N FROM PLATA.
 BB0125'ABOUT 8.45 MILES NORTH ALONG FARM ROAD 169 FROM THE RAILROAD SECTION
 BB0125'FOREMENS HOUSE AT PLATA, 50 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BB0125'ABOUT 0.2 MILE NORTH OF A CATTLE GUARD AND A PRIVATE ROAD LEADING
 BB0125'EAST, ABOUT 0.15 MILE SOUTH OF A CURVE IN THE ROAD, ACROSS THE ROAD
 BB0125'FROM AN ALUMINUM GATE IN WEST RIGHT OF WAY FENCE, 2 1/2 FEET WEST OF A
 BB0125'WOVEN WIRE FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 BB0125'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BB0125'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0326 ***********************************************************************
 BA0326  DESIGNATION -  M 738
 BA0326  PID         -  BA0326
 BA0326  STATE/COUNTY-  TX/PRESIDIO
 BA0326  USGS QUAD   -  MC KINNEY MOUNTAIN (1983)
 BA0326
 BA0326                         *CURRENT SURVEY CONTROL
 BA0326  ___________________________________________________________________
 BA0326* NAD 83(1986)-  29 48 27.     (N)    103 52 14.     (W)     SCALED    
 BA0326* NAVD 88     -      1174.369  (meters)    3852.91   (feet)  POSTED    
 BA0326  ___________________________________________________________________
 BA0326  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 BA0326  DYNAMIC HT  -        1172.440 (meters)    3846.58  (feet)  COMP
 BA0326  MODELED GRAV-     978,958.1   (mgal)                       NAVD 88
 BA0326
 BA0326  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0326
 BA0326.The horizontal coordinates were scaled from a topographic map and have
 BA0326.an estimated accuracy of +/- 6 seconds.
 BA0326
 BA0326.The orthometric height was determined by differential leveling
 BA0326.and adjusted by the National Geodetic Survey in 1992..
 BA0326.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0326.rate of 2.1 thru 3.0 mm/km.
 BA0326
 BA0326.The geoid height was determined by GEOID03.
 BA0326
 BA0326.The dynamic height is computed by dividing the NAVD 88
 BA0326.geopotential number by the normal gravity value computed on the
 BA0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0326.degrees latitude (g = 980.6199 gals.).
 BA0326
 BA0326.The modeled gravity was interpolated from observed gravity values.
 BA0326
 BA0326;                    North         East    Units  Estimated Accuracy
 BA0326;SPC TXSC     - 4,228,590.      129,340.      MT  (+/- 180 meters Scaled)
 BA0326
 BA0326                          SUPERSEDED SURVEY CONTROL
 BA0326
 BA0326  NGVD 29 (??/??/92) 1173.972  (m)         3851.61   (f) ADJ UNCH    2 0
 BA0326
 BA0326.Superseded values are not recommended for survey control.
 BA0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0326.See file dsdata.txt to determine how the superseded data were derived.
 BA0326
 BA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN091979(NAD 83)
 BA0326_MARKER: DB = BENCH MARK DISK
 BA0326_SETTING: 80 = SET IN A BOULDER
 BA0326_SP_SET: BOULDER
 BA0326_STAMPING: M 738 1943
 BA0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0326+STABILITY: SURFACE MOTION
 BA0326
 BA0326  HISTORY     - Date     Condition        Report By
 BA0326  HISTORY     - 1943     MONUMENTED       CGS
 BA0326  HISTORY     - 1958     GOOD             NGS
 BA0326
 BA0326                          STATION DESCRIPTION
 BA0326
 BA0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0326'12.45 MI SE FROM PLATA.
 BA0326'ABOUT 3.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BA0326'SECTION FOREMANS HOUSE AT PLATA, THENCE ABOUT 9.2 MILES EAST ALONG A
 BA0326'PRIVATE TRACK ROAD LEADING TO THE C. L. HANCOCK RANCH.  IN THE TOP OF
 BA0326'A BOULDER PROJECTING ABOUT 4 FEET ABOVE THE GROUND, ABOUT 162 YARDS
 BA0326'NORTHEAST OF THE CENTER LINE OF THE ROAD, AT THE NORTHEAST EDGE OF A
 BA0326'ROCK OUTCROP, AND ABOUT 0.1 MILE EAST OF THE BASE OF A FLAT TOPPED
 BA0326'BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0130 ***********************************************************************
 BB0130  DESIGNATION -  M 739
 BB0130  PID         -  BB0130
 BB0130  STATE/COUNTY-  TX/PRESIDIO
 BB0130  USGS QUAD   -  ARROYO MELADO (1980)
 BB0130
 BB0130                         *CURRENT SURVEY CONTROL
 BB0130  ___________________________________________________________________
 BB0130* NAD 83(1986)-  29 37 52.     (N)    104 28 08.     (W)     SCALED    
 BB0130* NAVD 88     -       800.498  (meters)    2626.30   (feet)  POSTED    
 BB0130  ___________________________________________________________________
 BB0130  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 BB0130  DYNAMIC HT  -         799.200 (meters)    2622.04  (feet)  COMP
 BB0130  MODELED GRAV-     978,995.5   (mgal)                       NAVD 88
 BB0130
 BB0130  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0130
 BB0130.The horizontal coordinates were scaled from a topographic map and have
 BB0130.an estimated accuracy of +/- 6 seconds.
 BB0130
 BB0130.The orthometric height was determined by differential leveling
 BB0130.and adjusted by the National Geodetic Survey in 1992..
 BB0130.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0130.rate of 1.1 thru 2.0 mm/km.
 BB0130
 BB0130.The geoid height was determined by GEOID03.
 BB0130
 BB0130.The dynamic height is computed by dividing the NAVD 88
 BB0130.geopotential number by the normal gravity value computed on the
 BB0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0130.degrees latitude (g = 980.6199 gals.).
 BB0130
 BB0130.The modeled gravity was interpolated from observed gravity values.
 BB0130
 BB0130;                    North         East    Units  Estimated Accuracy
 BB0130;SPC TXSC     - 4,211,620.       70,650.      MT  (+/- 180 meters Scaled)
 BB0130
 BB0130                          SUPERSEDED SURVEY CONTROL
 BB0130
 BB0130  NGVD 29 (??/??/92)  800.078  (m)         2624.92   (f) ADJ UNCH    2 0
 BB0130
 BB0130.Superseded values are not recommended for survey control.
 BB0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0130.See file dsdata.txt to determine how the superseded data were derived.
 BB0130
 BB0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN514780(NAD 83)
 BB0130_MARKER: DB = BENCH MARK DISK
 BB0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0130_STAMPING: M 739 1943
 BB0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0130+STABILITY: SURFACE MOTION
 BB0130
 BB0130  HISTORY     - Date     Condition        Report By
 BB0130  HISTORY     - 1943     MONUMENTED       CGS
 BB0130  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0130
 BB0130                          STATION DESCRIPTION
 BB0130
 BB0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0130'8.55 MI NW FROM PRESIDIO.
 BB0130'THIS MARK IS 8.55 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE
 BB0130'POST OFFICE AT PRESIDIO, PRESIDIO COUNTY, 300.0 FEET NORTHWEST OF A
 BB0130'CURVE AROUND A MESA, 42.3 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BB0130'ROAD, PROJECTING 6-INCHES ABOVE THE GROUND, 2.0 FEET NORTHEAST OF A
 BB0130'WHITE REFERENCE POST.
 BB0130
 BB0130                          STATION RECOVERY (1966)
 BB0130
 BB0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0383 ***********************************************************************
 CA0383  DESIGNATION -  M 74
 CA0383  PID         -  CA0383
 CA0383  STATE/COUNTY-  TX/COLEMAN
 CA0383  USGS QUAD   -  SANTA ANNA (1987)
 CA0383
 CA0383                         *CURRENT SURVEY CONTROL
 CA0383  ___________________________________________________________________
 CA0383* NAD 83(1986)-  31 43 38.     (N)    099 16 38.     (W)     SCALED    
 CA0383* NAVD 88     -       489.343  (meters)    1605.45   (feet)  ADJUSTED  
 CA0383  ___________________________________________________________________
 CA0383  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA0383  DYNAMIC HT  -         488.700 (meters)    1603.34  (feet)  COMP
 CA0383  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 CA0383
 CA0383  VERT ORDER  -  FIRST     CLASS II
 CA0383
 CA0383.The horizontal coordinates were scaled from a topographic map and have
 CA0383.an estimated accuracy of +/- 6 seconds.
 CA0383
 CA0383.The orthometric height was determined by differential leveling
 CA0383.and adjusted by the National Geodetic Survey in June 1991..
 CA0383
 CA0383.The geoid height was determined by GEOID03.
 CA0383
 CA0383.The dynamic height is computed by dividing the NAVD 88
 CA0383.geopotential number by the normal gravity value computed on the
 CA0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0383.degrees latitude (g = 980.6199 gals.).
 CA0383
 CA0383.The modeled gravity was interpolated from observed gravity values.
 CA0383
 CA0383;                    North         East    Units  Estimated Accuracy
 CA0383;SPC TX C     - 3,228,910.      800,080.      MT  (+/- 180 meters Scaled)
 CA0383
 CA0383                          SUPERSEDED SURVEY CONTROL
 CA0383
 CA0383  NGVD 29 (??/??/92)  489.234  (m)         1605.10   (f) ADJ UNCH    1 2
 CA0383
 CA0383.Superseded values are not recommended for survey control.
 CA0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0383.See file dsdata.txt to determine how the superseded data were derived.
 CA0383
 CA0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA737102(NAD 83)
 CA0383_MARKER: DB = BENCH MARK DISK
 CA0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0383_STAMPING: 1604.442 M 74 1931
 CA0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0383+STABILITY: SURFACE MOTION
 CA0383
 CA0383  HISTORY     - Date     Condition        Report By
 CA0383  HISTORY     - 1931     MONUMENTED       CGS
 CA0383  HISTORY     - 1944     GOOD             NGS
 CA0383  HISTORY     - 1944     GOOD             NGS
 CA0383
 CA0383                          STATION DESCRIPTION
 CA0383
 CA0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CA0383'2.9 MI SE FROM SANTA ANNA.
 CA0383'2.9 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0383'THE STATION AT SANTA ANNA, COLEMAN COUNTY, 3-1/2 POLES EAST OF
 CA0383'MILEPOST 367, AT A GRADED DIRT-ROAD CROSSING, 39 FEET WEST OF THE
 CA0383'CENTERLINE OF THE ROAD, 30.4 FEET SOUTH OF THE SOUTH RAIL, AND 1.6
 CA0383'FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED 1604.442 M 74 1931 AND
 CA0383'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CA0383
 CA0383                          STATION RECOVERY (1944)
 CA0383
 CA0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 CA0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0076 ***********************************************************************
 BA0076  DESIGNATION -  M 740
 BA0076  PID         -  BA0076
 BA0076  STATE/COUNTY-  TX/BREWSTER
 BA0076  USGS QUAD   -  BUTTERBOWL (1983)
 BA0076
 BA0076                         *CURRENT SURVEY CONTROL
 BA0076  ___________________________________________________________________
 BA0076* NAD 83(1986)-  29 44 18.     (N)    103 22 15.     (W)     SCALED    
 BA0076* NAVD 88     -      1007.819  (meters)    3306.49   (feet)  ADJUSTED  
 BA0076  ___________________________________________________________________
 BA0076  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 BA0076  DYNAMIC HT  -        1006.195 (meters)    3301.16  (feet)  COMP
 BA0076  MODELED GRAV-     978,997.2   (mgal)                       NAVD 88
 BA0076
 BA0076  VERT ORDER  -  SECOND    CLASS 0
 BA0076
 BA0076.The horizontal coordinates were scaled from a topographic map and have
 BA0076.an estimated accuracy of +/- 6 seconds.
 BA0076
 BA0076.The orthometric height was determined by differential leveling
 BA0076.and adjusted by the National Geodetic Survey in June 1991..
 BA0076
 BA0076.The geoid height was determined by GEOID03.
 BA0076
 BA0076.The dynamic height is computed by dividing the NAVD 88
 BA0076.geopotential number by the normal gravity value computed on the
 BA0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0076.degrees latitude (g = 980.6199 gals.).
 BA0076
 BA0076.The modeled gravity was interpolated from observed gravity values.
 BA0076
 BA0076;                    North         East    Units  Estimated Accuracy
 BA0076;SPC TXSC     - 4,219,030.      177,320.      MT  (+/- 180 meters Scaled)
 BA0076
 BA0076                          SUPERSEDED SURVEY CONTROL
 BA0076
 BA0076  NGVD 29 (??/??/92) 1007.422  (m)         3305.18   (f) ADJ UNCH    2 0
 BA0076
 BA0076.Superseded values are not recommended for survey control.
 BA0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0076.See file dsdata.txt to determine how the superseded data were derived.
 BA0076
 BA0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN575909(NAD 83)
 BA0076_MARKER: DB = BENCH MARK DISK
 BA0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0076_STAMPING: M 740 1943
 BA0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0076+STABILITY: SURFACE MOTION
 BA0076
 BA0076  HISTORY     - Date     Condition        Report By
 BA0076  HISTORY     - 1943     MONUMENTED       CGS
 BA0076  HISTORY     - 1958     GOOD             NGS
 BA0076  HISTORY     - 1967     MARK NOT FOUND   NGS
 BA0076  HISTORY     - 1976     GOOD             USGS
 BA0076
 BA0076                          STATION DESCRIPTION
 BA0076
 BA0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0076'56.7 MI SE FROM ALPINE.
 BA0076'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0076'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0076'118, THENCE ABOUT 10.6 MILES EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0076'THE A. M. POTTER RANCH, THENCE ABOUT 0.5 MILE EAST ACROSS A SMALL
 BA0076'VALLEY PASTURE, REMAIN ON THE INSIDE OF THE PASTURE FENCE, THENCE
 BA0076'ABOUT 0.9 MILE SOUTHEAST ALONG AN OLD DIM TRACK ROAD WHICH FOLLOWS THE
 BA0076'SIDE OF A NARROW VALLEY, THENCE 1.05 MILE SOUTHEAST ALONG A DIM TRACK
 BA0076'ROAD CROSSING OVER A NUMBER OF FOOT HILLS ALONG THE NORTH SIDE OF A
 BA0076'VALLEY, THENCE ABOUT 1.0 MILE NORTHEAST ALONG A DITCH WHICH USED TO BE
 BA0076'A TRACK ROAD.  18 FEET SOUTHWEST OF THE CENTER LINE OF THE DIM TRACK
 BA0076'ROAD, ABOUT 0.2 MILE NORTHEAST OF THE CANYON WALL, ABOUT 165 YARDS
 BA0076'SOUTHWEST OF THE FOOT OF A PROMINENT SHARP HILL ON THE NORTHEAST SIDE
 BA0076'OF THE NARROW CANYON, 68 FEET NORTHEAST OF THE CENTER LINE OF THE
 BA0076'DITCH, 51 FEET EAST OF A SMALL ROCKY MOUND, 1 1/2 FEET SOUTH OF A
 BA0076'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0076'PROJECTING 7 INCHES.  NOTE-- ABOUT 0.9 MILE NORTHWEST ALONG A DITCH
 BA0076'FROM BENCH MARK N 740.
 BA0076
 BA0076                          STATION RECOVERY (1967)
 BA0076
 BA0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BA0076'MARK NOT FOUND.
 BA0076
 BA0076                          STATION RECOVERY (1976)
 BA0076
 BA0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0076'ABOUT 0.4 MI. EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BA0076'STATION AT ALPINE, THENCE ABOUT 42.25 MI. SOUTH ALONG STATE HIGHWAY
 BA0076'118, THENCE ABOUT 10.6 MI. SOUTHEAST ALONG A GRADED DIRT ROAD TO THE
 BA0076'A. M. POTTER RANCH, THENCE ABOUT 0.35 MI. NORTHEAST AND 0.4 MI.
 BA0076'SOUTHEAST ALONG A TRACK ROAD TO A ROAD FORKS, TAKE RIGHT FORK AND
 BA0076'CONTINUE SOUTHEAST FOR APPROXIMATELY 1.5 MI. TO A GATE, CONTINUE
 BA0076'SOUTHEAST ALONG THE MAIN ROAD FOR ABOUT 0.4 MI. TO ROAD FORKS ON THE
 BA0076'NORTH SIDE OF A HILL, TAKE THE RIGHT FORK AND CONTINUE SOUTHEAST FOR
 BA0076'ABOUT 0.3 MI. TO A DIM TRAIL JUNCTION, CONTINUE SOUTHEAST FOR ABOUT
 BA0076'0.7 MI. ON THE TRACK ROAD THAT WINDS AROUND THE NORTH SIDE OF A HILL
 BA0076'AND ENDS AT A SMALL BUILDING ON THE N SIDE OF CHALK DRAW. 68 FEET
 BA0076'NORTHEAST OF THE CENTER LINE OF THE DITCH, 18 FT SW OF ON ABANDONED
 BA0076'TRACK RD, 960 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SMALL
 BA0076'BUILDING, IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. NOTE--
 BA0076'1.0 MI NW ALONG A DITCH FROM N 740.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0150 ***********************************************************************
 BP0150  DESIGNATION -  M 743
 BP0150  PID         -  BP0150
 BP0150  STATE/COUNTY-  TX/BREWSTER
 BP0150  USGS QUAD   -  FRESNO CREEK (1968)
 BP0150
 BP0150                         *CURRENT SURVEY CONTROL
 BP0150  ___________________________________________________________________
 BP0150* NAD 83(1986)-  30 01 13.     (N)    102 38 37.     (W)     SCALED    
 BP0150* NAVD 88     -       839.449  (meters)    2754.09   (feet)  ADJUSTED  
 BP0150  ___________________________________________________________________
 BP0150  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BP0150  DYNAMIC HT  -         838.151 (meters)    2749.83  (feet)  COMP
 BP0150  MODELED GRAV-     979,068.1   (mgal)                       NAVD 88
 BP0150
 BP0150  VERT ORDER  -  FIRST     CLASS II
 BP0150
 BP0150.The horizontal coordinates were scaled from a topographic map and have
 BP0150.an estimated accuracy of +/- 6 seconds.
 BP0150
 BP0150.The orthometric height was determined by differential leveling
 BP0150.and adjusted by the National Geodetic Survey in June 1991..
 BP0150
 BP0150.The geoid height was determined by GEOID03.
 BP0150
 BP0150.The dynamic height is computed by dividing the NAVD 88
 BP0150.geopotential number by the normal gravity value computed on the
 BP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0150.degrees latitude (g = 980.6199 gals.).
 BP0150
 BP0150.The modeled gravity was interpolated from observed gravity values.
 BP0150
 BP0150;                    North         East    Units  Estimated Accuracy
 BP0150;SPC TXSC     - 4,247,850.      248,590.      MT  (+/- 180 meters Scaled)
 BP0150
 BP0150                          SUPERSEDED SURVEY CONTROL
 BP0150
 BP0150  NGVD 29 (??/??/92)  839.169  (m)         2753.17   (f) ADJ UNCH    1 2
 BP0150
 BP0150.Superseded values are not recommended for survey control.
 BP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0150.See file dsdata.txt to determine how the superseded data were derived.
 BP0150
 BP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP272233(NAD 83)
 BP0150_MARKER: DB = BENCH MARK DISK
 BP0150_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BP0150_SP_SET: ROCK
 BP0150_STAMPING: M 743 1943
 BP0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0150
 BP0150  HISTORY     - Date     Condition        Report By
 BP0150  HISTORY     - 1943     MONUMENTED       CGS
 BP0150  HISTORY     - 1958     GOOD             NGS
 BP0150  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0150
 BP0150                          STATION DESCRIPTION
 BP0150
 BP0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0150'13.55 MI S FROM LONGFELLOW.
 BP0150'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0150'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 12.55 MILES SOUTH
 BP0150'ALONG A DIRT ROAD.  IN THE TOP OF A FLAT ROCK FLUSH WITH THE GROUND,
 BP0150'39 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.55 MILE
 BP0150'SOUTH OF A CATTLE GUARD ACROSS THE ROAD, ABOUT 0.05 MILE NORTHEAST AND
 BP0150'ACROSS THE ROAD FROM A FENCE CORNER, 1 FOOT SOUTHWEST OF A CAIRN, AND
 BP0150'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 BP0150
 BP0150                          STATION RECOVERY (1966)
 BP0150
 BP0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0178 ***********************************************************************
 BB0178  DESIGNATION -  M 744
 BB0178  PID         -  BB0178
 BB0178  STATE/COUNTY-  TX/PRESIDIO
 BB0178  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0178
 BB0178                         *CURRENT SURVEY CONTROL
 BB0178  ___________________________________________________________________
 BB0178* NAD 83(1986)-  29 29 37.     (N)    104 05 15.     (W)     SCALED    
 BB0178* NAVD 88     -      1113.887  (meters)    3654.48   (feet)  ADJUSTED  
 BB0178  ___________________________________________________________________
 BB0178  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BB0178  DYNAMIC HT  -        1112.025 (meters)    3648.37  (feet)  COMP
 BB0178  MODELED GRAV-     978,933.5   (mgal)                       NAVD 88
 BB0178
 BB0178  VERT ORDER  -  FIRST     CLASS II
 BB0178
 BB0178.The horizontal coordinates were scaled from a topographic map and have
 BB0178.an estimated accuracy of +/- 6 seconds.
 BB0178
 BB0178.The orthometric height was determined by differential leveling
 BB0178.and adjusted by the National Geodetic Survey in June 1991..
 BB0178
 BB0178.The geoid height was determined by GEOID03.
 BB0178
 BB0178.The dynamic height is computed by dividing the NAVD 88
 BB0178.geopotential number by the normal gravity value computed on the
 BB0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0178.degrees latitude (g = 980.6199 gals.).
 BB0178
 BB0178.The modeled gravity was interpolated from observed gravity values.
 BB0178
 BB0178;                    North         East    Units  Estimated Accuracy
 BB0178;SPC TXSC     - 4,194,730.      106,870.      MT  (+/- 180 meters Scaled)
 BB0178
 BB0178                          SUPERSEDED SURVEY CONTROL
 BB0178
 BB0178  NGVD 29 (??/??/92) 1113.532  (m)         3653.31   (f) ADJ UNCH    1 2
 BB0178
 BB0178.Superseded values are not recommended for survey control.
 BB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0178.See file dsdata.txt to determine how the superseded data were derived.
 BB0178
 BB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN884630(NAD 83)
 BB0178_MARKER: DB = BENCH MARK DISK
 BB0178_SETTING: 66 = SET IN ROCK OUTCROP
 BB0178_SP_SET: ROCK OUTCROP
 BB0178_STAMPING: M 744 1943
 BB0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0178+STABILITY: POSITION/ELEVATION WELL
 BB0178
 BB0178  HISTORY     - Date     Condition        Report By
 BB0178  HISTORY     - 1943     MONUMENTED       CGS
 BB0178  HISTORY     - 1971     GOOD             USGS
 BB0178
 BB0178                          STATION DESCRIPTION
 BB0178
 BB0178'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BB0178'9.2 MI SE FROM BOTILLA RANCH HDQRTRS.
 BB0178'0.8 MILES EAST OF A POINT WHERE THE ROAD CROSSES BOFECILLUS CANYON,
 BB0178'APPROXIMATELY 750 FEET NORTHWEST OF A GRAVEL PIT, APPROXIMATELY 250
 BB0178'FEET NORTH OF THE ROAD, 30 FOOT SOUTH OF THE CENTERLINE OF AN
 BB0178'ABANDONED ROAD, IN A BROWN ROCK OUTCROP, AND 3 FEET NORTH OF A PILE OF
 BB0178'ROCKS.  A DISK, STAMPED M 744 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0058 ***********************************************************************
 BA0058  DESIGNATION -  M 745
 BA0058  PID         -  BA0058
 BA0058  STATE/COUNTY-  TX/BREWSTER
 BA0058  USGS QUAD   -  HOOD SPRING SE (1983)
 BA0058
 BA0058                         *CURRENT SURVEY CONTROL
 BA0058  ___________________________________________________________________
 BA0058* NAD 83(1986)-  29 47 05.     (N)    103 05 51.     (W)     SCALED    
 BA0058* NAVD 88     -       869.638  (meters)    2853.14   (feet)  ADJUSTED  
 BA0058  ___________________________________________________________________
 BA0058  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BA0058  DYNAMIC HT  -         868.261 (meters)    2848.62  (feet)  COMP
 BA0058  MODELED GRAV-     979,031.2   (mgal)                       NAVD 88
 BA0058
 BA0058  VERT ORDER  -  FIRST     CLASS II
 BA0058
 BA0058.The horizontal coordinates were scaled from a topographic map and have
 BA0058.an estimated accuracy of +/- 6 seconds.
 BA0058
 BA0058.The orthometric height was determined by differential leveling
 BA0058.and adjusted by the National Geodetic Survey in June 1991..
 BA0058
 BA0058.The geoid height was determined by GEOID03.
 BA0058
 BA0058.The dynamic height is computed by dividing the NAVD 88
 BA0058.geopotential number by the normal gravity value computed on the
 BA0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0058.degrees latitude (g = 980.6199 gals.).
 BA0058
 BA0058.The modeled gravity was interpolated from observed gravity values.
 BA0058
 BA0058;                    North         East    Units  Estimated Accuracy
 BA0058;SPC TXSC     - 4,223,210.      203,920.      MT  (+/- 180 meters Scaled)
 BA0058
 BA0058                          SUPERSEDED SURVEY CONTROL
 BA0058
 BA0058  NGVD 29 (??/??/92)  869.301  (m)         2852.03   (f) ADJ UNCH    1 2
 BA0058
 BA0058.Superseded values are not recommended for survey control.
 BA0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0058.See file dsdata.txt to determine how the superseded data were derived.
 BA0058
 BA0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN839964(NAD 83)
 BA0058_MARKER: DB = BENCH MARK DISK
 BA0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0058_STAMPING: M 745 1943
 BA0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0058+STABILITY: SURFACE MOTION
 BA0058
 BA0058  HISTORY     - Date     Condition        Report By
 BA0058  HISTORY     - 1943     MONUMENTED       CGS
 BA0058  HISTORY     - 1966     GOOD             NGS
 BA0058  HISTORY     - 1976     GOOD             USGS
 BA0058
 BA0058                          STATION DESCRIPTION
 BA0058
 BA0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0058'10.55 MI NE FROM PERSIMMON GAP.
 BA0058'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0058'PERSIMMON GAP, THENCE 4.25 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0058'28 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 0.15 MILES NORTHEAST
 BA0058'OF THE NORTHEAST SIDE OF A SHALLOW WASH, 1 1/2 FEET NORTHWEST OF A
 BA0058'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0058'PROJECTING 7 INCHES.
 BA0058
 BA0058                          STATION RECOVERY (1976)
 BA0058
 BA0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0058'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0058'OF THE LANDING STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS, GO WEST
 BA0058'ON THE COUNTY ROAD FOR 6.1 MILES TO A CATTLE GUARD IN A NORTH-SOUTH
 BA0058'FENCE. CROSS THE CATTLE GUARD AND CONTINUE WEST ON THE COUNTY ROAD
 BA0058'FOR 2.7 MILES TO A Y FORK WITH A TRACK ROAD TO THE SOUTHWEST. TAKE
 BA0058'THE LEFT FORK AND GO SOUTHWEST ON THE TRACK ROAD FOR 2.4 MILES TO A
 BA0058'FENCE. CONTINUE SOUTHWEST ON THE TRACK ROAD FOR 0.5 MILE TO THE MARK
 BA0058'ON THE RIGHT. THE MARK IS 29 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BA0058'TRACK ROAD, 1.5 FEET NORTHWEST OF A WOODEN WITNESS POST AND ABOUT THE
 BA0058'SAME ELEVATION AS THE CENTERLINE. IT IS A STANDARD DISK SET IN THE
 BA0058'TOP OF A SIX INCH SQUARE CONCRETE POST, PROJECTING 5 INCHES, STAMPED
 BA0058'M 745 1943. MARK IS 0.95 MI NE OF L 745.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0134 ***********************************************************************
 BA0134  DESIGNATION -  M 746
 BA0134  PID         -  BA0134
 BA0134  STATE/COUNTY-  TX/BREWSTER
 BA0134  USGS QUAD   -  REED CAMP (1971)
 BA0134
 BA0134                         *CURRENT SURVEY CONTROL
 BA0134  ___________________________________________________________________
 BA0134* NAD 83(1986)-  29 02 10.     (N)    103 15 53.     (W)     SCALED    
 BA0134* NAVD 88     -       642.079  (meters)    2106.55   (feet)  ADJUSTED  
 BA0134  ___________________________________________________________________
 BA0134  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BA0134  DYNAMIC HT  -         641.050 (meters)    2103.18  (feet)  COMP
 BA0134  MODELED GRAV-     979,022.1   (mgal)                       NAVD 88
 BA0134
 BA0134  VERT ORDER  -  FIRST     CLASS II
 BA0134
 BA0134.The horizontal coordinates were scaled from a topographic map and have
 BA0134.an estimated accuracy of +/- 6 seconds.
 BA0134
 BA0134.The orthometric height was determined by differential leveling
 BA0134.and adjusted by the National Geodetic Survey in June 1991..
 BA0134
 BA0134.The geoid height was determined by GEOID03.
 BA0134
 BA0134.The dynamic height is computed by dividing the NAVD 88
 BA0134.geopotential number by the normal gravity value computed on the
 BA0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0134.degrees latitude (g = 980.6199 gals.).
 BA0134
 BA0134.The modeled gravity was interpolated from observed gravity values.
 BA0134
 BA0134;                    North         East    Units  Estimated Accuracy
 BA0134;SPC TXSC     - 4,140,870.      184,740.      MT  (+/- 180 meters Scaled)
 BA0134
 BA0134                          SUPERSEDED SURVEY CONTROL
 BA0134
 BA0134  NGVD 29 (??/??/92)  641.707  (m)         2105.33   (f) ADJ UNCH    1 2
 BA0134
 BA0134.Superseded values are not recommended for survey control.
 BA0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0134.See file dsdata.txt to determine how the superseded data were derived.
 BA0134
 BA0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN689132(NAD 83)
 BA0134_MARKER: DB = BENCH MARK DISK
 BA0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0134_STAMPING: M 746 1943
 BA0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0134+STABILITY: SURFACE MOTION
 BA0134
 BA0134  HISTORY     - Date     Condition        Report By
 BA0134  HISTORY     - 1943     MONUMENTED       CGS
 BA0134  HISTORY     - 1967     GOOD             NGS
 BA0134
 BA0134                          STATION DESCRIPTION
 BA0134
 BA0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0134'23.65 MI SE FROM CASTOLON.
 BA0134'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0134'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0134'6.35 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 25 FEET NORTH OF THE
 BA0134'CENTERLINE OF THE ROAD, 0.15 MILES EAST OF A CURVE, 3 FEET SOUTH OF A
 BA0134'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 BA0134'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0039 ***********************************************************************
 BA0039  DESIGNATION -  M 747
 BA0039  PID         -  BA0039
 BA0039  STATE/COUNTY-  TX/BREWSTER
 BA0039  USGS QUAD   -  BONE SPRING (1971)
 BA0039
 BA0039                         *CURRENT SURVEY CONTROL
 BA0039  ___________________________________________________________________
 BA0039* NAD 83(1986)-  29 36 45.     (N)    103 08 35.     (W)     SCALED    
 BA0039* NAVD 88     -       790.987  (meters)    2595.10   (feet)  ADJUSTED  
 BA0039  ___________________________________________________________________
 BA0039  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BA0039  DYNAMIC HT  -         789.737 (meters)    2591.00  (feet)  COMP
 BA0039  MODELED GRAV-     979,036.7   (mgal)                       NAVD 88
 BA0039
 BA0039  VERT ORDER  -  FIRST     CLASS II
 BA0039
 BA0039.The horizontal coordinates were scaled from a topographic map and have
 BA0039.an estimated accuracy of +/- 6 seconds.
 BA0039
 BA0039.The orthometric height was determined by differential leveling
 BA0039.and adjusted by the National Geodetic Survey in June 1991..
 BA0039
 BA0039.The geoid height was determined by GEOID03.
 BA0039
 BA0039.The dynamic height is computed by dividing the NAVD 88
 BA0039.geopotential number by the normal gravity value computed on the
 BA0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0039.degrees latitude (g = 980.6199 gals.).
 BA0039
 BA0039.The modeled gravity was interpolated from observed gravity values.
 BA0039
 BA0039;                    North         East    Units  Estimated Accuracy
 BA0039;SPC TXSC     - 4,204,290.      198,840.      MT  (+/- 180 meters Scaled)
 BA0039
 BA0039                          SUPERSEDED SURVEY CONTROL
 BA0039
 BA0039  NGVD 29 (??/??/92)  790.65   (m)         2594.0    (f) COMPUTED    1 2
 BA0039
 BA0039.Superseded values are not recommended for survey control.
 BA0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0039.See file dsdata.txt to determine how the superseded data were derived.
 BA0039
 BA0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN798772(NAD 83)
 BA0039_MARKER: DD = SURVEY DISK
 BA0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BA0039_SP_SET: CONCRETE BLOCK
 BA0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0039
 BA0039  HISTORY     - Date     Condition        Report By
 BA0039  HISTORY     - UNK      MONUMENTED       NPS
 BA0039  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0039  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0039
 BA0039                          STATION DESCRIPTION
 BA0039
 BA0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0039'IN COOPERS STORE.
 BA0039'46.5 FEET SOUTH OF THE FORMER LOCATION OF M 747 (IN THE SOUTHEAST
 BA0039'CORNER OF COOPERS STORE), 54.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 BA0039'MAIN PARK ROAD, AND SOUTHWEST OF A WOODEN STAKE AT THE OLD FOUNDATION
 BA0039'CORNER.  A NATIONAL PARK SERVICE STANDARD BRASS CAP, SET IN THE TOP OF
 BA0039'A 6- BY 7-INCH CONCRETE BLOCK 4 INCHES HIGH.  NOTE-- THE STORE WAS
 BA0039'TORN DOWN.
 BA0039
 BA0039                          STATION RECOVERY (2001)
 BA0039
 BA0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0039'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0011 ***********************************************************************
 BA0011  DESIGNATION -  M 748
 BA0011  PID         -  BA0011
 BA0011  STATE/COUNTY-  TX/BREWSTER
 BA0011  USGS QUAD   -  DOVE MOUNTAIN (1983)
 BA0011
 BA0011                         *CURRENT SURVEY CONTROL
 BA0011  ___________________________________________________________________
 BA0011* NAD 83(1986)-  29 48 47.     (N)    102 51 02.     (W)     SCALED    
 BA0011* NAVD 88     -       847.266  (meters)    2779.74   (feet)  ADJUSTED  
 BA0011  ___________________________________________________________________
 BA0011  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BA0011  DYNAMIC HT  -         845.939 (meters)    2775.38  (feet)  COMP
 BA0011  MODELED GRAV-     979,047.4   (mgal)                       NAVD 88
 BA0011
 BA0011  VERT ORDER  -  FIRST     CLASS II
 BA0011
 BA0011.The horizontal coordinates were scaled from a topographic map and have
 BA0011.an estimated accuracy of +/- 6 seconds.
 BA0011
 BA0011.The orthometric height was determined by differential leveling
 BA0011.and adjusted by the National Geodetic Survey in June 1991..
 BA0011
 BA0011.The geoid height was determined by GEOID03.
 BA0011
 BA0011.The dynamic height is computed by dividing the NAVD 88
 BA0011.geopotential number by the normal gravity value computed on the
 BA0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0011.degrees latitude (g = 980.6199 gals.).
 BA0011
 BA0011.The modeled gravity was interpolated from observed gravity values.
 BA0011
 BA0011;                    North         East    Units  Estimated Accuracy
 BA0011;SPC TXSC     - 4,225,530.      227,890.      MT  (+/- 180 meters Scaled)
 BA0011
 BA0011                          SUPERSEDED SURVEY CONTROL
 BA0011
 BA0011  NGVD 29 (??/??/92)  846.956  (m)         2778.72   (f) ADJ UNCH    1 2
 BA0011
 BA0011.Superseded values are not recommended for survey control.
 BA0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0011.See file dsdata.txt to determine how the superseded data were derived.
 BA0011
 BA0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP077000(NAD 83)
 BA0011_MARKER: DB = BENCH MARK DISK
 BA0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0011_STAMPING: M 748 1943
 BA0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0011+STABILITY: SURFACE MOTION
 BA0011
 BA0011  HISTORY     - Date     Condition        Report By
 BA0011  HISTORY     - 1943     MONUMENTED       CGS
 BA0011  HISTORY     - 1966     GOOD             NGS
 BA0011  HISTORY     - 1976     GOOD             USGS
 BA0011
 BA0011                          STATION DESCRIPTION
 BA0011
 BA0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0011'25.25 MI NE FROM PERSIMMON GAP.
 BA0011'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0011'PERSIMMON GAP, THENCE 18.95 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0011'500 FEET NORTH OF THE CENTERLINE OF THE ROAD, 40 FEET NORTH OF THE
 BA0011'CENTERLINE OF THE OLD ROAD, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 BA0011'POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 BA0011'POST PROJECTING 8 INCHES.
 BA0011
 BA0011                          STATION RECOVERY (1976)
 BA0011
 BA0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0011'FROM THE SOUTH END OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH
 BA0011'HEADQUARTERS GO EAST ON THE COUNTY ROAD FOR 3.6 MILES TO A TRACK ROAD
 BA0011'LEFT. TURN LEFT AND GO NORTH FOR 0.1 MILE TO A LARGE DIRT STOCK TANK
 BA0011'AND THE MARK ON THE RIGHT. IT IS ABOUT 60 FEET SOUTH OF THE SOUTH
 BA0011'EDGE OF THE TANK, 83 FEET NORTH AND 24 FEET EAST OF THE INTERSECTION
 BA0011'OF THE ROAD AND AN ABANDONED ROAD TO THE SOUTHWEST. IT IS ABOUT THREE
 BA0011'FEET HIGHER THAN THE INTERSECTION, A STANDARD DISK SET IN THE TOP OF
 BA0011'A SIX INCH SQUARE CONCRETE POST PROJECTING 8 INCHES, STAMPED M748
 BA0011'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0196 ***********************************************************************
 BA0196  DESIGNATION -  M 749
 BA0196  PID         -  BA0196
 BA0196  STATE/COUNTY-  TX/PRESIDIO
 BA0196  USGS QUAD   -  THE SOLITARIO (1971)
 BA0196
 BA0196                         *CURRENT SURVEY CONTROL
 BA0196  ___________________________________________________________________
 BA0196* NAD 83(1986)-  29 25 34.     (N)    103 51 48.     (W)     SCALED    
 BA0196* NAVD 88     -      1061.395  (meters)    3482.26   (feet)  POSTED    
 BA0196  ___________________________________________________________________
 BA0196  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BA0196  DYNAMIC HT  -        1059.630 (meters)    3476.47  (feet)  COMP
 BA0196  MODELED GRAV-     978,947.9   (mgal)                       NAVD 88
 BA0196
 BA0196  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BA0196
 BA0196.The horizontal coordinates were scaled from a topographic map and have
 BA0196.an estimated accuracy of +/- 6 seconds.
 BA0196
 BA0196.The orthometric height was determined by differential leveling
 BA0196.and adjusted by the National Geodetic Survey in 1992..
 BA0196.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BA0196.rate of 3.1 thru 4.0 mm/km.
 BA0196
 BA0196.The geoid height was determined by GEOID03.
 BA0196
 BA0196.The dynamic height is computed by dividing the NAVD 88
 BA0196.geopotential number by the normal gravity value computed on the
 BA0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0196.degrees latitude (g = 980.6199 gals.).
 BA0196
 BA0196.The modeled gravity was interpolated from observed gravity values.
 BA0196
 BA0196;                    North         East    Units  Estimated Accuracy
 BA0196;SPC TXSC     - 4,186,330.      128,280.      MT  (+/- 180 meters Scaled)
 BA0196
 BA0196                          SUPERSEDED SURVEY CONTROL
 BA0196
 BA0196  NGVD 29 (??/??/92) 1061.036  (m)         3481.08   (f) ADJ UNCH    1 2
 BA0196
 BA0196.Superseded values are not recommended for survey control.
 BA0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0196.See file dsdata.txt to determine how the superseded data were derived.
 BA0196
 BA0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN102557(NAD 83)
 BA0196_MARKER: DB = BENCH MARK DISK
 BA0196_SETTING: 66 = SET IN ROCK OUTCROP
 BA0196_SP_SET: SANDSTONE CLIFF
 BA0196_STAMPING: M 749 1943
 BA0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0196+STABILITY: POSITION/ELEVATION WELL
 BA0196
 BA0196  HISTORY     - Date     Condition        Report By
 BA0196  HISTORY     - 1943     MONUMENTED       CGS
 BA0196  HISTORY     - 1958     GOOD             NGS
 BA0196
 BA0196                          STATION DESCRIPTION
 BA0196
 BA0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0196'14.85 MI SE FROM FOWLKES BROS RANCH.
 BA0196'ABOUT 7.5 MILES NORTHEAST ALONG A WINDING BLADED ROAD FROM THE FOWLKES
 BA0196'BROS. RANCH HOUSE, THENCE 5.15 MILES SOUTHEAST ALONG AN ABANDONED
 BA0196'TRACK ROAD, THENCE 2.2 MILES SOUTHEAST ALONG THE FRESNO CREEK BED. SET
 BA0196'VERTICALLY IN THE NORTHEAST FACE OF A SANDSTONE CLIFF, 41 FEET
 BA0196'SOUTHWEST OF THE CENTER LINE OF THE CREEK BED, ABOUT 110 YARDS
 BA0196'NORTHWEST OF THE SOUTHEAST END OF THE CLIFF, ABOUT 0.1 MILE NORTHWEST
 BA0196'OF A TRACK ROAD LEADING UP THE SOUTHWEST BANK OF THE CREEK, AND ABOUT
 BA0196'5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0513 ***********************************************************************
 CA0513  DESIGNATION -  M 75
 CA0513  PID         -  CA0513
 CA0513  STATE/COUNTY-  TX/MCCULLOCH
 CA0513  USGS QUAD   -  PLACID (1979)
 CA0513
 CA0513                         *CURRENT SURVEY CONTROL
 CA0513  ___________________________________________________________________
 CA0513* NAD 83(1986)-  31 19 32.     (N)    099 11 15.     (W)     SCALED    
 CA0513* NAVD 88     -       490.567  (meters)    1609.47   (feet)  ADJUSTED  
 CA0513  ___________________________________________________________________
 CA0513  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CA0513  DYNAMIC HT  -         489.910 (meters)    1607.31  (feet)  COMP
 CA0513  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 CA0513
 CA0513  VERT ORDER  -  FIRST     CLASS II
 CA0513
 CA0513.The horizontal coordinates were scaled from a topographic map and have
 CA0513.an estimated accuracy of +/- 6 seconds.
 CA0513
 CA0513.The orthometric height was determined by differential leveling
 CA0513.and adjusted by the National Geodetic Survey in June 1991..
 CA0513
 CA0513.The geoid height was determined by GEOID03.
 CA0513
 CA0513.The dynamic height is computed by dividing the NAVD 88
 CA0513.geopotential number by the normal gravity value computed on the
 CA0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0513.degrees latitude (g = 980.6199 gals.).
 CA0513
 CA0513.The modeled gravity was interpolated from observed gravity values.
 CA0513
 CA0513;                    North         East    Units  Estimated Accuracy
 CA0513;SPC TX C     - 3,184,460.      809,050.      MT  (+/- 180 meters Scaled)
 CA0513
 CA0513                          SUPERSEDED SURVEY CONTROL
 CA0513
 CA0513  NGVD 29 (??/??/92)  490.442  (m)         1609.06   (f) ADJ UNCH    1 2
 CA0513
 CA0513.Superseded values are not recommended for survey control.
 CA0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0513.See file dsdata.txt to determine how the superseded data were derived.
 CA0513
 CA0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV821656(NAD 83)
 CA0513_MARKER: DB = BENCH MARK DISK
 CA0513_SETTING: 66 = SET IN ROCK OUTCROP
 CA0513_SP_SET: SANDSTONE ROCK
 CA0513_STAMPING: 1609.058 M 75 1931
 CA0513_MARK LOGO: CGS   
 CA0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0513+STABILITY: POSITION/ELEVATION WELL
 CA0513
 CA0513  HISTORY     - Date     Condition        Report By
 CA0513  HISTORY     - 1931     MONUMENTED       CGS
 CA0513  HISTORY     - 1935     GOOD             NGS
 CA0513  HISTORY     - 1982     GOOD             NGS
 CA0513
 CA0513                          STATION DESCRIPTION
 CA0513
 CA0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0513'IN PLACID.
 CA0513'AT PLACID, MCCULLOCH COUNTY, 400 YARDS NORTH OF THE STATION, ON THE
 CA0513'OLD FORT WORTH AND RIO GRANDE RAILWAY (NOW PART OF THE GULF, COLORADO
 CA0513'AND SANTA FE RAILWAY SYSTEM), 1-1/2 POLES SOUTH OF MILEPOST 907, AT A
 CA0513'ROAD CROSSING, 20 FEET NORTH OF THE ROAD, 50 FEET WEST OF STATE
 CA0513'HIGHWAY 10, 20 FEET EAST OF THE TRACK, AND IN A SANDSTONE ROCK.  A
 CA0513'STANDARD DISK, STAMPED 1609.058 M 75 1931.
 CA0513
 CA0513                          STATION RECOVERY (1935)
 CA0513
 CA0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0513'RECOVERED IN GOOD CONDITION.
 CA0513
 CA0513                          STATION RECOVERY (1982)
 CA0513
 CA0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0513'23.0 KM (14.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0513'COURTHOUSE IN BRADY, THENCE 2.5 KM (1.55 MI) EAST ALONG FARM ROAD
 CA0513'1028, THENCE 1.0 KM (0.6 MI) NORTHEAST ALONG FARM ROAD 2315, THENCE
 CA0513'0.5 KM (0.3 MI) NORTHEAST ALONG A GRAVELED ROAD, IN THE TOP CENTER OF
 CA0513'A 4 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 16.0 METERS (52.5 FT)
 CA0513'NORTHWEST OF THE CENTER OF THE ROAD AND 7.2 METERS (23.6 FT) NORTHEAST
 CA0513'OF THE CENTER OF A GRAVELED ROAD LEADING WEST TO A RANCH HOUSE.
 CA0513'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CA0513'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0223 ***********************************************************************
 BA0223  DESIGNATION -  M 750
 BA0223  PID         -  BA0223
 BA0223  STATE/COUNTY-  TX/BREWSTER
 BA0223  USGS QUAD   -  TERLINGUA (1971)
 BA0223
 BA0223                         *CURRENT SURVEY CONTROL
 BA0223  ___________________________________________________________________
 BA0223* NAD 83(1986)-  29 16 45.     (N)    103 35 42.     (W)     SCALED    
 BA0223* NAVD 88     -       748.601  (meters)    2456.04   (feet)  ADJUSTED  
 BA0223  ___________________________________________________________________
 BA0223  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BA0223  DYNAMIC HT  -         747.398 (meters)    2452.09  (feet)  COMP
 BA0223  MODELED GRAV-     979,011.7   (mgal)                       NAVD 88
 BA0223
 BA0223  VERT ORDER  -  FIRST     CLASS II
 BA0223
 BA0223.The horizontal coordinates were scaled from a topographic map and have
 BA0223.an estimated accuracy of +/- 6 seconds.
 BA0223
 BA0223.The orthometric height was determined by differential leveling
 BA0223.and adjusted by the National Geodetic Survey in June 1991..
 BA0223
 BA0223.The geoid height was determined by GEOID03.
 BA0223
 BA0223.The dynamic height is computed by dividing the NAVD 88
 BA0223.geopotential number by the normal gravity value computed on the
 BA0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0223.degrees latitude (g = 980.6199 gals.).
 BA0223
 BA0223.The modeled gravity was interpolated from observed gravity values.
 BA0223
 BA0223;                    North         East    Units  Estimated Accuracy
 BA0223;SPC TXSC     - 4,169,010.      153,650.      MT  (+/- 180 meters Scaled)
 BA0223
 BA0223                          SUPERSEDED SURVEY CONTROL
 BA0223
 BA0223  NGVD 29 (??/??/92)  748.173  (m)         2454.63   (f) ADJ UNCH    1 2
 BA0223
 BA0223.Superseded values are not recommended for survey control.
 BA0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0223.See file dsdata.txt to determine how the superseded data were derived.
 BA0223
 BA0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN364397(NAD 83)
 BA0223_MARKER: DB = BENCH MARK DISK
 BA0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0223_STAMPING: M 750 1943
 BA0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0223+STABILITY: SURFACE MOTION
 BA0223
 BA0223  HISTORY     - Date     Condition        Report By
 BA0223  HISTORY     - 1943     MONUMENTED       CGS
 BA0223  HISTORY     - 1967     GOOD             NGS
 BA0223  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0223
 BA0223                          STATION DESCRIPTION
 BA0223
 BA0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0223'3.95 MI SE FROM TERLINGUA.
 BA0223'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0223'TERLINGUA, THENCE 0.65 MILES SOUTHWEST ALONG FARM ROAD 170, THENCE 3.0
 BA0223'MILES SOUTHEAST ALONG A DIRT ROAD, 34 FEET WEST OF THE CENTERLINE OF
 BA0223'THE ROAD, 0.3 MILES SOUTH OF THE GRAVE OF PARFIRO L. HERNANDEZ, 2 FEET
 BA0223'EAST OF A WHITE WOODEN WITNESS POST, 0.1 MILES NORTH OF THE CROSSING
 BA0223'OF A CREEK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 BA0223'OF A CONCRETE POST PROJECTING 5 INCHES.
 BA0223
 BA0223                          STATION RECOVERY (2001)
 BA0223
 BA0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0025 ***********************************************************************
 AW0025  DESIGNATION -  M 752
 AW0025  PID         -  AW0025
 AW0025  STATE/COUNTY-  TX/BRAZORIA
 AW0025  USGS QUAD   -  DANBURY (1974)
 AW0025
 AW0025                         *CURRENT SURVEY CONTROL
 AW0025  ___________________________________________________________________
 AW0025* NAD 83(1986)-  29 09 47.     (N)    095 15 16.     (W)     SCALED    
 AW0025* NAVD 88     -         2.24   (+/-2cm)       7.3    (feet)  VERTCON   
 AW0025  ___________________________________________________________________
 AW0025  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW0025
 AW0025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0025
 AW0025.The horizontal coordinates were scaled from a topographic map and have
 AW0025.an estimated accuracy of +/- 6 seconds.
 AW0025
 AW0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0025.The vertical order pertains to the NGVD 29 superseded value.
 AW0025
 AW0025.The geoid height was determined by GEOID03.
 AW0025
 AW0025;                    North         East    Units  Estimated Accuracy
 AW0025;SPC TXSC     - 4,153,200.      964,280.      MT  (+/- 180 meters Scaled)
 AW0025
 AW0025                          SUPERSEDED SURVEY CONTROL
 AW0025
 AW0025  NGVD 29 (??/??/92)    2.240  (m)            7.35   (f) ADJ UNCH    2 0
 AW0025
 AW0025.Superseded values are not recommended for survey control.
 AW0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0025.See file dsdata.txt to determine how the superseded data were derived.
 AW0025
 AW0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN807281(NAD 83)
 AW0025_MARKER: DB = BENCH MARK DISK
 AW0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0025_STAMPING: M 752 1942
 AW0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0025+STABILITY: SURFACE MOTION
 AW0025
 AW0025  HISTORY     - Date     Condition        Report By
 AW0025  HISTORY     - 1942     MONUMENTED       CGS
 AW0025  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0025  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0025
 AW0025                          STATION DESCRIPTION
 AW0025
 AW0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0025'10.7 MI SE FROM LIVERPOOL.
 AW0025'10.7 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0025'LIVERPOOL, 1.4 MILES NORTH OF THE INTERSECTION OF THE DANBURY-HOSKINS
 AW0025'ROAD, 0.2 MILE SOUTH OF A SMALL WOODEN BRIDGE, 65 FEET EAST OF THE
 AW0025'CENTERLINE OF THE ROAD, 35 FEET EAST OF THE CENTERLINE OF A DRAINAGE
 AW0025'CANAL PARALLELING THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AW0025'POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 AW0025'M 752 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AW0025'ABOVE GROUND.
 AW0025
 AW0025                          STATION RECOVERY (1978)
 AW0025
 AW0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0025'NOT RECOVERED THIS DATE.
 AW0025
 AW0025                          STATION RECOVERY (2004)
 AW0025
 AW0025'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3937 ***********************************************************************
 AW3937  DESIGNATION -  M 753
 AW3937  PID         -  AW3937
 AW3937  STATE/COUNTY-  TX/BRAZORIA
 AW3937  USGS QUAD   -  LAKE JACKSON (1974)
 AW3937
 AW3937                         *CURRENT SURVEY CONTROL
 AW3937  ___________________________________________________________________
 AW3937* NAD 83(1986)-  29 00 49.     (N)    095 23 19.     (W)     SCALED    
 AW3937* NAVD 88     -         2.11   (+/-2cm)       6.9    (feet)  VERTCON   
 AW3937  ___________________________________________________________________
 AW3937  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW3937
 AW3937  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3937
 AW3937.The horizontal coordinates were scaled from a topographic map and have
 AW3937.an estimated accuracy of +/- 6 seconds.
 AW3937
 AW3937.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3937.The vertical order pertains to the NGVD 29 superseded value.
 AW3937
 AW3937.The geoid height was determined by GEOID03.
 AW3937
 AW3937;                    North         East    Units  Estimated Accuracy
 AW3937;SPC TXSC     - 4,136,240.      951,750.      MT  (+/- 180 meters Scaled)
 AW3937
 AW3937                          SUPERSEDED SURVEY CONTROL
 AW3937
 AW3937  NGVD 29 (??/??/92)    2.125  (m)            6.97   (f) ADJ UNCH    1 2
 AW3937
 AW3937.Superseded values are not recommended for survey control.
 AW3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3937.See file dsdata.txt to determine how the superseded data were derived.
 AW3937
 AW3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN673118(NAD 83)
 AW3937_MARKER: DB = BENCH MARK DISK
 AW3937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3937_STAMPING: M 753 1942
 AW3937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3937+STABILITY: SURFACE MOTION
 AW3937
 AW3937  HISTORY     - Date     Condition        Report By
 AW3937  HISTORY     - 1942     MONUMENTED       CGS
 AW3937  HISTORY     - 1959     GOOD             NGS
 AW3937  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3937  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW3937
 AW3937                          STATION DESCRIPTION
 AW3937
 AW3937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3937'1.15 MI SE FROM CLUTE.
 AW3937'0.15 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE JUNIOR HIGH SCHOOL
 AW3937'AT CLUTE, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG THE HOUSTON AND BRAZOS
 AW3937'VALLEY RAILROAD, 69 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 AW3937'ABOUT 0.5 MILE NORTHWEST OF HOSKINS JUNCTION, ABOUT 0.1 MILE SOUTHEAST
 AW3937'OF A CATTLE GUARD ACROSS THE TRACK, 80 FEET SOUTH OF A SWITCH STAND,
 AW3937'12 FEET SOUTHWEST OF A FENCE, 6 FEET NORTHWEST OF A HIGH PRESSURE GAS
 AW3937'LINE MARKER, 2 FEET NORTHWEST OF A WOODEN WITNESS POST, AND IN THE TOP
 AW3937'OF A CONCRETE POST PROJECTING 5 INCHES.
 AW3937
 AW3937                          STATION RECOVERY (1973)
 AW3937
 AW3937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3937'MARK NOT FOUND.
 AW3937
 AW3937                          STATION RECOVERY (1998)
 AW3937
 AW3937'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1240 ***********************************************************************
 AW1240  DESIGNATION -  M 754
 AW1240  PID         -  AW1240
 AW1240  STATE/COUNTY-  TX/BRAZORIA
 AW1240  USGS QUAD   -  BRAZORIA (1952)
 AW1240
 AW1240                         *CURRENT SURVEY CONTROL
 AW1240  ___________________________________________________________________
 AW1240* NAD 83(1986)-  29 04 10.     (N)    095 32 41.     (W)     SCALED    
 AW1240* NAVD 88     -         7.78   (+/-2cm)      25.5    (feet)  VERTCON   
 AW1240  ___________________________________________________________________
 AW1240  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW1240
 AW1240  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1240
 AW1240.The horizontal coordinates were scaled from a topographic map and have
 AW1240.an estimated accuracy of +/- 6 seconds.
 AW1240
 AW1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1240.The vertical order pertains to the NGVD 29 superseded value.
 AW1240
 AW1240.The geoid height was determined by GEOID03.
 AW1240
 AW1240;                    North         East    Units  Estimated Accuracy
 AW1240;SPC TXSC     - 4,141,960.      936,360.      MT  (+/- 180 meters Scaled)
 AW1240
 AW1240                          SUPERSEDED SURVEY CONTROL
 AW1240
 AW1240  NGVD 29 (??/??/92)    7.793  (m)           25.57   (f) ADJ UNCH    1 2
 AW1240
 AW1240.Superseded values are not recommended for survey control.
 AW1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1240.See file dsdata.txt to determine how the superseded data were derived.
 AW1240
 AW1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN522183(NAD 83)
 AW1240_MARKER: DB = BENCH MARK DISK
 AW1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1240_STAMPING: M 754 1943
 AW1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1240+STABILITY: SURFACE MOTION
 AW1240
 AW1240  HISTORY     - Date     Condition        Report By
 AW1240  HISTORY     - 1943     MONUMENTED       CGS
 AW1240  HISTORY     - 1950     GOOD             NGS
 AW1240  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW1240  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1240
 AW1240                          STATION DESCRIPTION
 AW1240
 AW1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AW1240'2.1 MI NE FROM BRAZORIA.
 AW1240'2.1 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AW1240'RAILROAD FROM THE STATION AT BRAZORIA, 0.2 MILE NORTHEAST OF BRIDGE
 AW1240'310.8, DIRECTLY ACROSS THE TRACK FROM MILEPOST 311, 11 FEET SOUTHEAST
 AW1240'OF THE CENTER LINE OF THE RAILROAD, 3 FEET NORTHWEST OF A FENCE, 3
 AW1240'FEET SOUTHWEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS,
 AW1240'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AW1240'GROUND.
 AW1240
 AW1240                          STATION RECOVERY (1972)
 AW1240
 AW1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW1240'MARK NOT FOUND.
 AW1240
 AW1240                          STATION RECOVERY (1978)
 AW1240
 AW1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1240'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0156 ***********************************************************************
 AM0156  DESIGNATION -  M 755
 AM0156  PID         -  AM0156
 AM0156  STATE/COUNTY-  TX/MATAGORDA
 AM0156  USGS QUAD   -  BAY CITY (1972)
 AM0156
 AM0156                         *CURRENT SURVEY CONTROL
 AM0156  ___________________________________________________________________
 AM0156* NAD 83(1986)-  28 58 26.     (N)    095 57 11.     (W)     SCALED    
 AM0156* NAVD 88     -        14.93   (+/-2cm)      49.0    (feet)  VERTCON   
 AM0156  ___________________________________________________________________
 AM0156  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AM0156
 AM0156  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0156
 AM0156.The horizontal coordinates were scaled from a topographic map and have
 AM0156.an estimated accuracy of +/- 6 seconds.
 AM0156
 AM0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0156.The vertical order pertains to the NGVD 29 superseded value.
 AM0156
 AM0156.The geoid height was determined by GEOID03.
 AM0156
 AM0156;                    North         East    Units  Estimated Accuracy
 AM0156;SPC TXSC     - 4,130,270.      896,900.      MT  (+/- 180 meters Scaled)
 AM0156
 AM0156                          SUPERSEDED SURVEY CONTROL
 AM0156
 AM0156  NGVD 29 (??/??/92)   14.955  (m)           49.06   (f) ADJ UNCH    1 2
 AM0156
 AM0156.Superseded values are not recommended for survey control.
 AM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0156.See file dsdata.txt to determine how the superseded data were derived.
 AM0156
 AM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN122086(NAD 83)
 AM0156_MARKER: DB = BENCH MARK DISK
 AM0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0156_STAMPING: M 755 1943
 AM0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0156+STABILITY: SURFACE MOTION
 AM0156
 AM0156  HISTORY     - Date     Condition        Report By
 AM0156  HISTORY     - 1943     MONUMENTED       CGS
 AM0156  HISTORY     - 1951     GOOD             NGS
 AM0156  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0156  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0156
 AM0156                          STATION DESCRIPTION
 AM0156
 AM0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0156'0.9 MI SE FROM BAY CITY.
 AM0156'0.9 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0156'THE CITY WATER TANK AT BAY CITY, AT A ROAD CROSSING, 8 POLES NORTHWEST
 AM0156'OF MILEPOST 70, 61.3 FEET NORTHWEST OF THE CENTER OF THE ROAD
 AM0156'CROSSING, 47.2 FEET NORTH OF THE NORTH RAIL, 31.2 FEET WEST OF THE
 AM0156'CENTER LINE OF A PAVED ROAD, 41.5 FEET NORTH OF BRIDGE 69 D, 9.9 FEET
 AM0156'SOUTHWEST OF A CONCRETE PIPE CULVERT, 3 FEET SOUTHWEST OF A FENCE
 AM0156'CORNER, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AM0156'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AM0156
 AM0156                          STATION RECOVERY (1978)
 AM0156
 AM0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0156'A THROUGH SEARCH WAS MADE BUT THE DISK WAS NOT RECOVERED. POSSIBLY
 AM0156'DESTROYED BY ROAD RECONSTRUCTION.
 AM0156
 AM0156                          STATION RECOVERY (1998)
 AM0156
 AM0156'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4342 ***********************************************************************
 AW4342  DESIGNATION -  M 756
 AW4342  PID         -  AW4342
 AW4342  STATE/COUNTY-  TX/BRAZORIA
 AW4342  USGS QUAD   -  SWEENY (1972)
 AW4342
 AW4342                         *CURRENT SURVEY CONTROL
 AW4342  ___________________________________________________________________
 AW4342* NAD 83(1986)-  29 05 35.     (N)    095 42 16.     (W)     SCALED    
 AW4342* NAVD 88     -        10.03   (+/-2cm)      32.9    (feet)  VERTCON   
 AW4342  ___________________________________________________________________
 AW4342  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW4342
 AW4342  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4342
 AW4342.The horizontal coordinates were scaled from a topographic map and have
 AW4342.an estimated accuracy of +/- 6 seconds.
 AW4342
 AW4342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4342.The vertical order pertains to the NGVD 29 superseded value.
 AW4342
 AW4342.The geoid height was determined by GEOID03.
 AW4342
 AW4342;                    North         East    Units  Estimated Accuracy
 AW4342;SPC TXSC     - 4,144,130.      920,740.      MT  (+/- 180 meters Scaled)
 AW4342
 AW4342                          SUPERSEDED SURVEY CONTROL
 AW4342
 AW4342  NGVD 29 (??/??/92)   10.044  (m)           32.95   (f) ADJ UNCH    2 0
 AW4342
 AW4342.Superseded values are not recommended for survey control.
 AW4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4342.See file dsdata.txt to determine how the superseded data were derived.
 AW4342
 AW4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN367213(NAD 83)
 AW4342_MARKER: DB = BENCH MARK DISK
 AW4342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4342_STAMPING: M 756 1943
 AW4342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4342+STABILITY: SURFACE MOTION
 AW4342
 AW4342  HISTORY     - Date     Condition        Report By
 AW4342  HISTORY     - 1943     MONUMENTED       CGS
 AW4342  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4342
 AW4342                          STATION DESCRIPTION
 AW4342
 AW4342'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4342'5.2 MI SW FROM WEST COLUMBIA.
 AW4342'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4342'SOUTHWESTERLY 5.2 MILES ALONG STATE HIGHWAY NO. 35 TO SITE OF BENCH
 AW4342'MARK.  BENCH MARK IS ABOUT 0.9 MILE SOUTHWEST OF THE INTERSECTION OF A
 AW4342'CONCRETE ROAD LEADING SOUTH.  IT IS ABOUT 0.1 MILE SOUTHWEST OF WHERE
 AW4342'AN UNDERGROUND PIPE LINE CROSSES THE HIGHWAY, 51.0 FEET SOUTHEAST OF
 AW4342'AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF THE HIGHWAY, 18.0 FEET
 AW4342'SOUTHWEST OF A LARGE TREE IN FENCE LINE, 3.0 FEET SOUTHWEST OF A 4 BY
 AW4342'4 INCH WOODEN MARKER POST AND 1.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AW4342'FENCE.  MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4342
 AW4342                          STATION RECOVERY (2004)
 AW4342
 AW4342'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4282 ***********************************************************************
 AW4282  DESIGNATION -  M 757
 AW4282  PID         -  AW4282
 AW4282  STATE/COUNTY-  TX/MATAGORDA
 AW4282  USGS QUAD   -  ASHWOOD (1980)
 AW4282
 AW4282                         *CURRENT SURVEY CONTROL
 AW4282  ___________________________________________________________________
 AW4282* NAD 83(1986)-  29 02 37.     (N)    095 52 30.     (W)     SCALED    
 AW4282* NAVD 88     -        12.70   (+/-2cm)      41.7    (feet)  VERTCON   
 AW4282  ___________________________________________________________________
 AW4282  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW4282
 AW4282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4282
 AW4282.The horizontal coordinates were scaled from a topographic map and have
 AW4282.an estimated accuracy of +/- 6 seconds.
 AW4282
 AW4282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4282.The vertical order pertains to the NGVD 29 superseded value.
 AW4282
 AW4282.The geoid height was determined by GEOID03.
 AW4282
 AW4282;                    North         East    Units  Estimated Accuracy
 AW4282;SPC TXSC     - 4,138,200.      904,300.      MT  (+/- 180 meters Scaled)
 AW4282
 AW4282                          SUPERSEDED SURVEY CONTROL
 AW4282
 AW4282  NGVD 29 (??/??/92)   12.72   (m)           41.7    (f) COMPUTED    2 0
 AW4282
 AW4282.Superseded values are not recommended for survey control.
 AW4282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4282.See file dsdata.txt to determine how the superseded data were derived.
 AW4282
 AW4282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN200162(NAD 83)
 AW4282_MARKER: DB = BENCH MARK DISK
 AW4282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4282_STAMPING: M 757 1943
 AW4282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4282+STABILITY: SURFACE MOTION
 AW4282
 AW4282  HISTORY     - Date     Condition        Report By
 AW4282  HISTORY     - 1943     MONUMENTED       CGS
 AW4282  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4282  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4282
 AW4282                          STATION DESCRIPTION
 AW4282
 AW4282'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4282'2.4 MI NE FROM VAN VLECK.
 AW4282'TO REACH FROM THE VAN VLECK HIGH SCHOOL AT VAN VLECK.  PROCEED
 AW4282'NORTHERLY 0.7 MILE ALONG DIRT STREET TO THE SOUTHERN PACIFIC RAILROAD,
 AW4282'THENCE NORTHEASTERLY 1.7 MILES ALONG RAILROAD TO MILE POST NO. 29 AND
 AW4282'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE NORTHEAST OF A
 AW4282'PRIVATE RAILROAD CROSSING, 120.0 FEET SOUTHWEST OF THE CENTER OF A
 AW4282'WOODEN BRIDGE OVER A SMALL STREAM, 120.0 FEET SOUTH OF THE SOUTHWEST
 AW4282'END OF RAILROAD TRESTLE NO. 28.95, 95.0 FEET SOUTHEAST OF THE
 AW4282'CENTERLINE OF THE TRACK, 30.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AW4282'ELEVATION AS THE CENTERLINE OF DIRT ROAD PARALLELING THE TRACK, 19.0
 AW4282'FEET SOUTHWEST OF A TREE IN FENCE LINE, 3.0 FEET SOUTHWEST OF A 4 BY 4
 AW4282'INCH WOODEN MARKER POST AND DIRECTLY ACROSS ROAD AND RAILROAD FROM
 AW4282'MILE POST NO. 29.  MONUMENT PROJECTS ABOUT 0.5 FOOT, AND SET IN A
 AW4282'CONCRETE POST.
 AW4282
 AW4282                          STATION RECOVERY (1999)
 AW4282
 AW4282'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4282'MARK NOT FOUND.
 AW4282
 AW4282                          STATION RECOVERY (2004)
 AW4282
 AW4282'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4282'NO RAIL ROAD IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4319 ***********************************************************************
 AW4319  DESIGNATION -  M 758
 AW4319  PID         -  AW4319
 AW4319  STATE/COUNTY-  TX/WHARTON
 AW4319  USGS QUAD   -  BOLING (1980)
 AW4319
 AW4319                         *CURRENT SURVEY CONTROL
 AW4319  ___________________________________________________________________
 AW4319* NAD 83(1986)-  29 17 13.     (N)    095 58 37.     (W)     SCALED    
 AW4319* NAVD 88     -        25.84   (+/-2cm)      84.8    (feet)  VERTCON   
 AW4319  ___________________________________________________________________
 AW4319  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW4319
 AW4319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4319
 AW4319.The horizontal coordinates were scaled from a topographic map and have
 AW4319.an estimated accuracy of +/- 6 seconds.
 AW4319
 AW4319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4319.The vertical order pertains to the NGVD 29 superseded value.
 AW4319
 AW4319.The geoid height was determined by GEOID03.
 AW4319
 AW4319;                    North         East    Units  Estimated Accuracy
 AW4319;SPC TXSC     - 4,164,890.      893,670.      MT  (+/- 180 meters Scaled)
 AW4319
 AW4319                          SUPERSEDED SURVEY CONTROL
 AW4319
 AW4319  NGVD 29 (??/??/92)   25.839  (m)           84.77   (f) ADJ UNCH    2 0
 AW4319
 AW4319.Superseded values are not recommended for survey control.
 AW4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4319.See file dsdata.txt to determine how the superseded data were derived.
 AW4319
 AW4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN107434(NAD 83)
 AW4319_MARKER: DB = BENCH MARK DISK
 AW4319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4319_SP_SET: CULVERT
 AW4319_STAMPING: M 758 1943
 AW4319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4319
 AW4319  HISTORY     - Date     Condition        Report By
 AW4319  HISTORY     - 1943     MONUMENTED       CGS
 AW4319  HISTORY     - 1959     GOOD             NGS
 AW4319
 AW4319                          STATION DESCRIPTION
 AW4319
 AW4319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW4319'1.1 MI NW FROM IAGO.
 AW4319'ABOUT 1.1 MILES NORTHWEST ALONG THE S.P.R.R. AND FM ROAD NO.1301, FROM
 AW4319'IAGO ABOUT 40 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 AW4319'NORTHWEST OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE F.S. THOMPSON
 AW4319'RESIDENCE AND IN THE SOUTHWEST CORNER OF THE OPEN LAWN IN FRONT OF THE
 AW4319'THOMPSON PAINT SHOP.  IT IS ABOUT 75 YARDS SOUTHEAST OF A POWER POLE
 AW4319'WITH A TRANSFORMER AND IS 18 FEET NORTHWEST OF THE NORTHWEST END OF A
 AW4319'CONCRETE CULVERT.  A STANDARD DISK STAMPED M 758 1943 IN A CONCRETE
 AW4319'POST WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4207 ***********************************************************************
 AW4207  DESIGNATION -  M 759
 AW4207  PID         -  AW4207
 AW4207  STATE/COUNTY-  TX/WHARTON
 AW4207  USGS QUAD   -  PLEDGER (1980)
 AW4207
 AW4207                         *CURRENT SURVEY CONTROL
 AW4207  ___________________________________________________________________
 AW4207* NAD 83(1986)-  29 14 34.     (N)    095 53 55.     (W)     SCALED    
 AW4207* NAVD 88     -        20.77   (+/-2cm)      68.1    (feet)  VERTCON   
 AW4207  ___________________________________________________________________
 AW4207  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW4207
 AW4207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4207
 AW4207.The horizontal coordinates were scaled from a topographic map and have
 AW4207.an estimated accuracy of +/- 6 seconds.
 AW4207
 AW4207.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4207.The vertical order pertains to the NGVD 29 superseded value.
 AW4207
 AW4207.The geoid height was determined by GEOID03.
 AW4207
 AW4207;                    North         East    Units  Estimated Accuracy
 AW4207;SPC TXSC     - 4,160,200.      901,410.      MT  (+/- 180 meters Scaled)
 AW4207
 AW4207                          SUPERSEDED SURVEY CONTROL
 AW4207
 AW4207  NGVD 29 (??/??/92)   20.772  (m)           68.15   (f) ADJ UNCH    2 0
 AW4207
 AW4207.Superseded values are not recommended for survey control.
 AW4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4207.See file dsdata.txt to determine how the superseded data were derived.
 AW4207
 AW4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN182383(NAD 83)
 AW4207_MARKER: DB = BENCH MARK DISK
 AW4207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4207_STAMPING: M 759 1943
 AW4207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4207+STABILITY: SURFACE MOTION
 AW4207
 AW4207  HISTORY     - Date     Condition        Report By
 AW4207  HISTORY     - 1943     MONUMENTED       CGS
 AW4207
 AW4207                          STATION DESCRIPTION
 AW4207
 AW4207'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4207'1.4 MI NE FROM NEW GULF.
 AW4207'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4207'SANTA FE RAILROAD AT NEW GULF.  PROCEED NORTHEASTERLY 1.4 MILES ALONG
 AW4207'SANTA FE RAILROAD TO A PRIVATE ROAD-CROSSING NEAR MILE POST NO. 8 AND
 AW4207'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 440.0 FEET NORTHEAST OF A
 AW4207'SWITCH STAND AT MILE POST NO. 8, 127.0 FEET WEST OF THE SOUTHWEST END
 AW4207'OF RAILROAD BRIDGE NO. 8-A, 94.0 FEET NORTHWEST OF THE CENTER OF A
 AW4207'PRIVATE ROAD-CROSSING, 34.0 FEET SOUTHWEST OF A FENCE CORNER, 14.0
 AW4207'FEET NORTHEAST OF THE CENTERLINE OF AN IRON GATE IN RIGHT-OF-WAY
 AW4207'FENCE, 3.0 FEET SOUTHWEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5
 AW4207'FEET SOUTHEAST OF RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.4
 AW4207'FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0342 ***********************************************************************
 AX0342  DESIGNATION -  M 762 RESET
 AX0342  PID         -  AX0342
 AX0342  STATE/COUNTY-  TX/WHARTON
 AX0342  USGS QUAD   -  EL CAMPO (1981)
 AX0342
 AX0342                         *CURRENT SURVEY CONTROL
 AX0342  ___________________________________________________________________
 AX0342* NAD 83(1986)-  29 10 09.     (N)    096 18 38.     (W)     SCALED    
 AX0342* NAVD 88     -        31.32   (+/-2cm)     102.8    (feet)  VERTCON   
 AX0342  ___________________________________________________________________
 AX0342  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0342
 AX0342  VERT ORDER  -  THIRD (See Below)
 AX0342
 AX0342.The horizontal coordinates were scaled from a topographic map and have
 AX0342.an estimated accuracy of +/- 6 seconds.
 AX0342
 AX0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0342.The vertical order pertains to the NGVD 29 superseded value.
 AX0342
 AX0342.The geoid height was determined by GEOID03.
 AX0342
 AX0342;                    North         East    Units  Estimated Accuracy
 AX0342;SPC TXSC     - 4,151,050.      861,570.      MT  (+/- 180 meters Scaled)
 AX0342
 AX0342                          SUPERSEDED SURVEY CONTROL
 AX0342
 AX0342  NGVD 29 (01/29/03)   31.32   (m)          102.8    (f) RESET       3  
 AX0342
 AX0342.Superseded values are not recommended for survey control.
 AX0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0342.See file dsdata.txt to determine how the superseded data were derived.
 AX0342
 AX0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT615297(NAD 83)
 AX0342_MARKER: DB = BENCH MARK DISK
 AX0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0342_STAMPING: M 762 1943 RESET 1947
 AX0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0342+STABILITY: SURFACE MOTION
 AX0342
 AX0342  HISTORY     - Date     Condition        Report By
 AX0342  HISTORY     - 1947     MONUMENTED       CGS
 AX0342  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0342
 AX0342                          STATION DESCRIPTION
 AX0342
 AX0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0342'3.0 MI SW FROM EL CAMPO.
 AX0342'3.0 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0342'STATION AT EL CAMPO, WHARTON COUNTY, AT A ROAD CROSSING, 112 FEET WEST
 AX0342'OF THE CENTER LINE OF THE ROAD, 39.2 FEET SOUTHEAST OF THE SOUTHEAST
 AX0342'RAIL, 2.8 FEET SOUTHWEST OF THE FIRST POLE NORTHEAST OF MILEPOST 42,
 AX0342'0.6 FOOT SOUTHEAST OF A POINT IN LINE WITH A ROW OF POLES, 2.3 FEET
 AX0342'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN
 AX0342'THE TRACK.  A STANDARD DISK, STAMPED M 762 1943 RESET 1947 AND SET IN
 AX0342'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AX0342
 AX0342                          STATION RECOVERY (1987)
 AX0342
 AX0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0342'NOT RECOVERED.  THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1004 ***********************************************************************
 AJ1004  DESIGNATION -  M 764
 AJ1004  PID         -  AJ1004
 AJ1004  STATE/COUNTY-  TX/ZAPATA
 AJ1004  USGS QUAD   -  CHARGOS CREEK (1980)
 AJ1004
 AJ1004                         *CURRENT SURVEY CONTROL
 AJ1004  ___________________________________________________________________
 AJ1004* NAD 83(1986)-  27 08 35.     (N)    099 00 50.     (W)     SCALED    
 AJ1004* NAVD 88     -       157.197  (meters)     515.74   (feet)  POSTED    
 AJ1004  ___________________________________________________________________
 AJ1004  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AJ1004  DYNAMIC HT  -         156.940 (meters)     514.89  (feet)  COMP
 AJ1004  MODELED GRAV-     979,028.0   (mgal)                       NAVD 88
 AJ1004
 AJ1004  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ1004
 AJ1004.The horizontal coordinates were scaled from a topographic map and have
 AJ1004.an estimated accuracy of +/- 6 seconds.
 AJ1004
 AJ1004.The orthometric height was determined by differential leveling
 AJ1004.and adjusted by the National Geodetic Survey in 1992..
 AJ1004.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ1004.rate of 1.1 thru 2.0 mm/km.
 AJ1004
 AJ1004.The geoid height was determined by GEOID03.
 AJ1004
 AJ1004.The dynamic height is computed by dividing the NAVD 88
 AJ1004.geopotential number by the normal gravity value computed on the
 AJ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1004.degrees latitude (g = 980.6199 gals.).
 AJ1004
 AJ1004.The modeled gravity was interpolated from observed gravity values.
 AJ1004
 AJ1004;                    North         East    Units  Estimated Accuracy
 AJ1004;SPC TX S     - 5,163,680.      249,060.      MT  (+/- 180 meters Scaled)
 AJ1004
 AJ1004                          SUPERSEDED SURVEY CONTROL
 AJ1004
 AJ1004  NGVD 29 (??/??/92)  157.229  (m)          515.84   (f) ADJ UNCH    2 0
 AJ1004
 AJ1004.Superseded values are not recommended for survey control.
 AJ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1004.See file dsdata.txt to determine how the superseded data were derived.
 AJ1004
 AJ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR986022(NAD 83)
 AJ1004_MARKER: DB = BENCH MARK DISK
 AJ1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1004_STAMPING: M 764 1943
 AJ1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1004+STABILITY: SURFACE MOTION
 AJ1004
 AJ1004  HISTORY     - Date     Condition        Report By
 AJ1004  HISTORY     - 1943     MONUMENTED       CGS
 AJ1004
 AJ1004                          STATION DESCRIPTION
 AJ1004
 AJ1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ1004'22.15 MI S FROM MIRANDO CITY.
 AJ1004'TO REACH FROM THE POST OFFICE AT MIRANDO CITY-- PROCEED 14.7 MILES
 AJ1004'SOUTHERLY ALONG AN IMPROVED AND DIRT COUNTY ROAD TO A SIDE ROAD
 AJ1004'RUNNING PARALLEL WITH A PIPELINE LEADING SOUTHWEST, THENCE 7.45 MILES
 AJ1004'SOUTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AJ1004'SOUTHWEST OF WINDCHARGER NO. 6092 AND 12.6 FEET SOUTHEAST OF AND ABOUT
 AJ1004'THE SAME ELEVATION AS THE CENTERLINE OF ROAD AND A WIRE GATE. IT IS
 AJ1004'1.3 FEET NORTHEAST OF A FENCE, AND 3.3 FEET SOUTHEAST OF A 4X4-INCH
 AJ1004'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1469 ***********************************************************************
 AX1469  DESIGNATION -  M 765
 AX1469  PID         -  AX1469
 AX1469  STATE/COUNTY-  TX/FAYETTE
 AX1469  USGS QUAD   -  WEST POINT (1981)
 AX1469
 AX1469                         *CURRENT SURVEY CONTROL
 AX1469  ___________________________________________________________________
 AX1469* NAD 83(1986)-  29 57 35.     (N)    097 05 11.     (W)     SCALED    
 AX1469* NAVD 88     -        92.672  (meters)     304.04   (feet)  ADJUSTED  
 AX1469  ___________________________________________________________________
 AX1469  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AX1469  DYNAMIC HT  -          92.547 (meters)     303.63  (feet)  COMP
 AX1469  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 AX1469
 AX1469  VERT ORDER  -  FIRST     CLASS I
 AX1469
 AX1469.The horizontal coordinates were scaled from a topographic map and have
 AX1469.an estimated accuracy of +/- 6 seconds.
 AX1469
 AX1469.The orthometric height was determined by differential leveling
 AX1469.and adjusted by the National Geodetic Survey in June 1991..
 AX1469
 AX1469.The geoid height was determined by GEOID03.
 AX1469
 AX1469.The dynamic height is computed by dividing the NAVD 88
 AX1469.geopotential number by the normal gravity value computed on the
 AX1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1469.degrees latitude (g = 980.6199 gals.).
 AX1469
 AX1469.The modeled gravity was interpolated from observed gravity values.
 AX1469
 AX1469;                    North         East    Units  Estimated Accuracy
 AX1469;SPC TXSC     - 4,237,180.      784,690.      MT  (+/- 180 meters Scaled)
 AX1469
 AX1469                          SUPERSEDED SURVEY CONTROL
 AX1469
 AX1469  NGVD 29 (??/??/92)   92.624  (m)          303.88   (f) ADJ UNCH    1 1
 AX1469
 AX1469.Superseded values are not recommended for survey control.
 AX1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1469.See file dsdata.txt to determine how the superseded data were derived.
 AX1469
 AX1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU846158(NAD 83)
 AX1469_MARKER: DB = BENCH MARK DISK
 AX1469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1469_SP_SET: CULVERT
 AX1469_STAMPING: M 765 1943
 AX1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1469
 AX1469  HISTORY     - Date     Condition        Report By
 AX1469  HISTORY     - 1943     MONUMENTED       CGS
 AX1469  HISTORY     - 1973     GOOD             NGS
 AX1469  HISTORY     - 1978     GOOD             NGS
 AX1469  HISTORY     - 19910608 GOOD             USPSQD
 AX1469
 AX1469                          STATION DESCRIPTION
 AX1469
 AX1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1469'5.85 MI SE FROM SMITHVILLE.
 AX1469'0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT SMITHVILLE,
 AX1469'THENCE 5.6 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD, 1
 AX1469'1/2 POLES WEST OF THE CROSSING OF A PRIVATE ROAD, 1 1/2 POLES WEST OF
 AX1469'MILE POLE 975, IN THE TOP AND 0.6 FOOT EAST OF THE WEST END OF THE
 AX1469'SOUTH HEADWALL OF A CONCRETE BOX CULVERT, 17.9 FEET SOUTH OF THE SOUTH
 AX1469'RAIL, AND ABOUT 7 FEET LOWER THAN THE TRACK.
 AX1469
 AX1469                          STATION RECOVERY (1978)
 AX1469
 AX1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1469'RECOVERED IN GOOD CONDITION.
 AX1469
 AX1469                          STATION RECOVERY (1991)
 AX1469
 AX1469'RECOVERY NOTE BY US POWER SQUADRON 1991 (ARC)
 AX1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1025 ***********************************************************************
 AX1025  DESIGNATION -  M 766
 AX1025  PID         -  AX1025
 AX1025  STATE/COUNTY-  TX/FAYETTE
 AX1025  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1025
 AX1025                         *CURRENT SURVEY CONTROL
 AX1025  ___________________________________________________________________
 AX1025* NAD 83(1986)-  29 54 28.     (N)    096 41 18.     (W)     SCALED    
 AX1025* NAVD 88     -       133.63   (+/-2cm)     438.4    (feet)  VERTCON   
 AX1025  ___________________________________________________________________
 AX1025  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1025
 AX1025  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1025
 AX1025.The horizontal coordinates were scaled from a topographic map and have
 AX1025.an estimated accuracy of +/- 6 seconds.
 AX1025
 AX1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1025.The vertical order pertains to the NGVD 29 superseded value.
 AX1025
 AX1025.The geoid height was determined by GEOID03.
 AX1025
 AX1025;                    North         East    Units  Estimated Accuracy
 AX1025;SPC TXSC     - 4,232,110.      823,220.      MT  (+/- 180 meters Scaled)
 AX1025
 AX1025                          SUPERSEDED SURVEY CONTROL
 AX1025
 AX1025  NGVD 29 (??/??/92)  133.59   (m)          438.3    (f) COMPUTED    1 2
 AX1025
 AX1025.Superseded values are not recommended for survey control.
 AX1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1025.See file dsdata.txt to determine how the superseded data were derived.
 AX1025
 AX1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU231108(NAD 83)
 AX1025_MARKER: DB = BENCH MARK DISK
 AX1025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1025_SP_SET: CULVERT
 AX1025_STAMPING: M 766 1943
 AX1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1025
 AX1025  HISTORY     - Date     Condition        Report By
 AX1025  HISTORY     - 1943     MONUMENTED       CGS
 AX1025  HISTORY     - 1972     GOOD             NGS
 AX1025  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1025  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1025
 AX1025                          STATION DESCRIPTION
 AX1025
 AX1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1025'1.0 MI W FROM FAYETTEVILLE.
 AX1025'TO REACH FROM THE MISSOURI-KANSAS-TEXAS RAILROAD STATION AT
 AX1025'FAYETTEVILLE.  PROCEED 1.0 MILE WESTERLY ALONG THE RAILROAD TO SITE OF
 AX1025'BENCH MARK.  BENCH MARK IS 13 POLES (ABOUT 0.4 MILE) WEST OF MILEPOST
 AX1025'1001, AND ABOUT 60.0 FEET NORTH OF THE NORTH RAIL OF TRACK. IT IS 13.0
 AX1025'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF STATE
 AX1025'HIGHWAY NO. 159 AND SET HORIZONTALLY IN THE EAST END OF THE SOUTH
 AX1025'HEADWALL OF A CONCRETE HIGHWAY CULVERT.
 AX1025
 AX1025                          STATION RECOVERY (1972)
 AX1025
 AX1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX1025'RECOVERED IN GOOD CONDITION.
 AX1025
 AX1025                          STATION RECOVERY (1987)
 AX1025
 AX1025'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX1025'MARK NOT FOUND.
 AX1025
 AX1025                          STATION RECOVERY (1997)
 AX1025
 AX1025'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1026 ***********************************************************************
 AX1026  DESIGNATION -  M 766 RESET
 AX1026  PID         -  AX1026
 AX1026  STATE/COUNTY-  TX/FAYETTE
 AX1026  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1026
 AX1026                         *CURRENT SURVEY CONTROL
 AX1026  ___________________________________________________________________
 AX1026* NAD 83(1986)-  29 54 29.     (N)    096 41 16.     (W)     SCALED    
 AX1026* NAVD 88     -       132.72   (+/-2cm)     435.4    (feet)  VERTCON   
 AX1026  ___________________________________________________________________
 AX1026  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1026  OBS GRAVITY -     979,260.3   (mgal)                       GRAV_OBS
 AX1026
 AX1026  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX1026
 AX1026.The horizontal coordinates were scaled from a topographic map and have
 AX1026.an estimated accuracy of +/- 6 seconds.
 AX1026
 AX1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1026.The vertical order pertains to the NGVD 29 superseded value.
 AX1026
 AX1026.The geoid height was determined by GEOID03.
 AX1026.The observed gravity was obtained from relative gravimeter ties
 AX1026.to the IGSN71 gravity network.
 AX1026
 AX1026;                    North         East    Units  Estimated Accuracy
 AX1026;SPC TXSC     - 4,232,150.      823,270.      MT  (+/- 180 meters Scaled)
 AX1026
 AX1026                          SUPERSEDED SURVEY CONTROL
 AX1026
 AX1026  NGVD 29 (??/??/92)  132.673  (m)          435.28   (f) ADJ UNCH    1 1
 AX1026
 AX1026.Superseded values are not recommended for survey control.
 AX1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1026.See file dsdata.txt to determine how the superseded data were derived.
 AX1026
 AX1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU232108(NAD 83)
 AX1026_MARKER: DB = BENCH MARK DISK
 AX1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1026_SP_SET: CONCRETE POST
 AX1026_STAMPING: M 766 RESET 1972
 AX1026_MARK LOGO: NGS   
 AX1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1026+STABILITY: SURFACE MOTION
 AX1026
 AX1026  HISTORY     - Date     Condition        Report By
 AX1026  HISTORY     - 1972     MONUMENTED       NGS
 AX1026  HISTORY     - 1973     GOOD             NGS
 AX1026  HISTORY     - 1976     GOOD             NGS
 AX1026  HISTORY     - 1976     GOOD             NGS
 AX1026  HISTORY     - 1978     GOOD             NGS
 AX1026  HISTORY     - 1986     POOR             NGS
 AX1026  HISTORY     - 1987     GOOD             USPSQD
 AX1026  HISTORY     - 19970607 GOOD             USPSQD
 AX1026
 AX1026                          STATION DESCRIPTION
 AX1026
 AX1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1026'0.6 MI NW FROM FAYETTEVILLE.
 AX1026'0.6 MILE NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1026'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 0.05 MILE SOUTHEAST OF THE
 AX1026'CROSSING OF A PRIVATE ROAD, AT THE CROSSING OF A POWER LINE, 146.0
 AX1026'FEET NORTHEAST AND ACROSS STATE HIGHWAY 159 FROM THE NORTHEAST RAIL,
 AX1026'72 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 90.4 FEET EAST OF
 AX1026'THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A BOX CULVERT UNDER THE
 AX1026'HIGHWAY, 27 1/2 FEET SOUTH OF A T JUNCTION POWER POLE WITH TRANSFORMER
 AX1026'AND GUY WIRE, 7 1/2 FEET SOUTHEAST OF A T JUNCTION FENCE POST, 1.0
 AX1026'FOOT SOUTHWEST OF A FENCE, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT
 AX1026'3 1/2 FEET LOWER THAN THE TRACK AND HIGHWAY, SET IN THE TOP OF A
 AX1026'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX1026
 AX1026                          STATION RECOVERY (1976)
 AX1026
 AX1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1026'RECOVERED IN GOOD CONDITION.
 AX1026
 AX1026                          STATION RECOVERY (1976)
 AX1026
 AX1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1026'RECOVERED IN GOOD CONDITION.
 AX1026
 AX1026                          STATION RECOVERY (1978)
 AX1026
 AX1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1026'RECOVERED IN GOOD CONDITION.
 AX1026
 AX1026                          STATION RECOVERY (1986)
 AX1026
 AX1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1026'RECOVERED IN POOR CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX1026'THAT THE MARK IS LOOSE AND LEANING.  NOT LEVELED THIS SURVEY.
 AX1026
 AX1026                          STATION RECOVERY (1987)
 AX1026
 AX1026'RECOVERY NOTE BY US POWER SQUADRON 1987 (HVJ)
 AX1026'RECOVERED IN GOOD CONDITION.
 AX1026
 AX1026                          STATION RECOVERY (1997)
 AX1026
 AX1026'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2259 ***********************************************************************
 AW2259  DESIGNATION -  M 769
 AW2259  PID         -  AW2259
 AW2259  STATE/COUNTY-  TX/HARRIS
 AW2259  USGS QUAD   -  CLODINE (1995)
 AW2259
 AW2259                         *CURRENT SURVEY CONTROL
 AW2259  ___________________________________________________________________
 AW2259* NAD 83(1986)-  29 42 42.     (N)    095 38 04.     (W)     SCALED    
 AW2259* NAVD 88     -        25.68   (+/-2cm)      84.3    (feet)  VERTCON   
 AW2259  ___________________________________________________________________
 AW2259  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2259
 AW2259  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2259
 AW2259.The horizontal coordinates were scaled from a topographic map and have
 AW2259.an estimated accuracy of +/- 6 seconds.
 AW2259
 AW2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2259.The vertical order pertains to the NGVD 29 superseded value.
 AW2259
 AW2259.The geoid height was determined by GEOID03.
 AW2259
 AW2259;                    North         East    Units  Estimated Accuracy
 AW2259;SPC TXSC     - 4,212,860.      925,580.      MT  (+/- 180 meters Scaled)
 AW2259
 AW2259                          SUPERSEDED SURVEY CONTROL
 AW2259
 AW2259  NGVD 29 (??/??/92)   25.670  (m)           84.22   (f) ADJ UNCH    1 2
 AW2259
 AW2259.Superseded values are not recommended for survey control.
 AW2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2259.See file dsdata.txt to determine how the superseded data were derived.
 AW2259
 AW2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN451897(NAD 83)
 AW2259_MARKER: DB = BENCH MARK DISK
 AW2259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2259_SP_SET: CULVERT
 AW2259_STAMPING: M 769 1943
 AW2259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2259
 AW2259  HISTORY     - Date     Condition        Report By
 AW2259  HISTORY     - 1943     MONUMENTED       CGS
 AW2259  HISTORY     - 1978     GOOD             NGS
 AW2259  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2259  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2259
 AW2259                          STATION DESCRIPTION
 AW2259
 AW2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW2259'2.5 MI W FROM ALIEF.
 AW2259'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2259'STATION AT ALIEF-- PROCEED 2.5 MILES WESTERLY ALONG THE RAILROAD TO
 AW2259'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.45 MILE WEST OF MILEPOST
 AW2259'17, AND ABOUT 0.1 MILE EAST OF HOWELLVILLE.  IT IS ABOUT 60.0 FEET
 AW2259'EAST OF THE CENTERLINE OF THE HOWELLVILLE-SUGARLAND ROAD LEADING
 AW2259'SOUTH, 16.5 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AW2259'THE WESTHEIMER ROAD, AND SET HORIZONTALLY IN THE WEST END OF THE SOUTH
 AW2259'HEADWALL OF A CONCRETE ROAD CULVERT.  A STANDARD DISK, STAMPED M 769
 AW2259'1943.
 AW2259
 AW2259                          STATION RECOVERY (1978)
 AW2259
 AW2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2259'RECOVERED IN GOOD CONDITION.
 AW2259
 AW2259                          STATION RECOVERY (1983)
 AW2259
 AW2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2259'CULVERT DESTROYED BY CONSTRUCTION, ROAD WIDENED, DISK NOT RECOVERED.
 AW2259
 AW2259                          STATION RECOVERY (1994)
 AW2259
 AW2259'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0392 ***********************************************************************
 BN0392  DESIGNATION -  M 77
 BN0392  PID         -  BN0392
 BN0392  STATE/COUNTY-  TX/KIMBLE
 BN0392  USGS QUAD   -  ELM SLOUGH (1987)
 BN0392
 BN0392                         *CURRENT SURVEY CONTROL
 BN0392  ___________________________________________________________________
 BN0392* NAD 83(1986)-  30 32 26.     (N)    099 50 38.     (W)     SCALED    
 BN0392* NAVD 88     -       550.570  (meters)    1806.33   (feet)  POSTED    
 BN0392  ___________________________________________________________________
 BN0392  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BN0392  DYNAMIC HT  -         549.790 (meters)    1803.77  (feet)  COMP
 BN0392  MODELED GRAV-     979,206.5   (mgal)                       NAVD 88
 BN0392
 BN0392  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0392
 BN0392.The horizontal coordinates were scaled from a topographic map and have
 BN0392.an estimated accuracy of +/- 6 seconds.
 BN0392
 BN0392.The orthometric height was determined by differential leveling
 BN0392.and adjusted by the National Geodetic Survey in 1992..
 BN0392.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0392.rate of 0.0 thru 1.0 mm/km.
 BN0392
 BN0392.The geoid height was determined by GEOID03.
 BN0392
 BN0392.The dynamic height is computed by dividing the NAVD 88
 BN0392.geopotential number by the normal gravity value computed on the
 BN0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0392.degrees latitude (g = 980.6199 gals.).
 BN0392
 BN0392.The modeled gravity was interpolated from observed gravity values.
 BN0392
 BN0392;                    North         East    Units  Estimated Accuracy
 BN0392;SPC TX C     - 3,096,980.      746,960.      MT  (+/- 180 meters Scaled)
 BN0392
 BN0392                          SUPERSEDED SURVEY CONTROL
 BN0392
 BN0392  NGVD 29 (??/??/92)  550.524  (m)         1806.18   (f) ADJ UNCH    1 2
 BN0392
 BN0392.Superseded values are not recommended for survey control.
 BN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0392.See file dsdata.txt to determine how the superseded data were derived.
 BN0392
 BN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU190789(NAD 83)
 BN0392_MARKER: DB = BENCH MARK DISK
 BN0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0392_STAMPING: 1806.177 M 77 1931
 BN0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0392+STABILITY: SURFACE MOTION
 BN0392
 BN0392  HISTORY     - Date     Condition        Report By
 BN0392  HISTORY     - 1931     MONUMENTED       CGS
 BN0392  HISTORY     - 1970     GOOD             USGS
 BN0392  HISTORY     - 19981227 MARK NOT FOUND   USPSQD
 BN0392
 BN0392                          STATION DESCRIPTION
 BN0392
 BN0392'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BN0392'7.0 MI SE FROM CLEO.
 BN0392'CLEO, 5.2 MILES SOUTHEAST ALONG FARM ROAD 2291, 1.8 MILES NORTHWEST OF
 BN0392'INTERSECTION OF US 290 AND FR 2291 ALONG THE FARM ROAD AT THE TOP OF
 BN0392'SMALL HILL.  WEST OF OLD ROAD SEGMENT.  140 FT. WEST OF CENTER LINE
 BN0392'F.R. 2291.  IN ANGLE OF FENCE.  STANDARD TABLET IN CONCRETE POST,
 BN0392'STAMPED 1806.177 M 77 1931.
 BN0392
 BN0392                          STATION RECOVERY (1998)
 BN0392
 BN0392'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0736 ***********************************************************************
 AE0736  DESIGNATION -  M 770
 AE0736  PID         -  AE0736
 AE0736  STATE/COUNTY-  TX/STARR
 AE0736  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE0736
 AE0736                         *CURRENT SURVEY CONTROL
 AE0736  ___________________________________________________________________
 AE0736* NAD 83(1986)-  26 33 30.     (N)    098 53 20.     (W)     SCALED    
 AE0736* NAVD 88     -        90.948  (meters)     298.39   (feet)  ADJUSTED  
 AE0736  ___________________________________________________________________
 AE0736  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AE0736  DYNAMIC HT  -          90.799 (meters)     297.90  (feet)  COMP
 AE0736  MODELED GRAV-     979,007.6   (mgal)                       NAVD 88
 AE0736
 AE0736  VERT ORDER  -  SECOND    CLASS 0
 AE0736
 AE0736.The horizontal coordinates were scaled from a topographic map and have
 AE0736.an estimated accuracy of +/- 6 seconds.
 AE0736
 AE0736.The orthometric height was determined by differential leveling
 AE0736.and adjusted by the National Geodetic Survey in June 1991..
 AE0736
 AE0736.The geoid height was determined by GEOID03.
 AE0736
 AE0736.The dynamic height is computed by dividing the NAVD 88
 AE0736.geopotential number by the normal gravity value computed on the
 AE0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0736.degrees latitude (g = 980.6199 gals.).
 AE0736
 AE0736.The modeled gravity was interpolated from observed gravity values.
 AE0736
 AE0736;                    North         East    Units  Estimated Accuracy
 AE0736;SPC TX S     - 5,098,850.      261,250.      MT  (+/- 180 meters Scaled)
 AE0736
 AE0736                          SUPERSEDED SURVEY CONTROL
 AE0736
 AE0736  NGVD 29 (??/??/92)   91.004  (m)          298.57   (f) ADJ UNCH    2 0
 AE0736
 AE0736.Superseded values are not recommended for survey control.
 AE0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0736.See file dsdata.txt to determine how the superseded data were derived.
 AE0736
 AE0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ110375(NAD 83)
 AE0736_MARKER: DB = BENCH MARK DISK
 AE0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0736_STAMPING: M 770 1942
 AE0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0736+STABILITY: SURFACE MOTION
 AE0736
 AE0736  HISTORY     - Date     Condition        Report By
 AE0736  HISTORY     - 1942     MONUMENTED       CGS
 AE0736  HISTORY     - 1976     MARK NOT FOUND   USGS
 AE0736
 AE0736                          STATION DESCRIPTION
 AE0736
 AE0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0736'11.8 MI N FROM GARCENO.
 AE0736'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83  AND THE
 AE0736'HEBBRONVILLE ROAD AT GARCENO, PROCEED 11.8 MILES NORTHERLY ALONG THE
 AE0736'HEBBRONVILLE ROAD TO THE NORTH SLOPE OF A SMALL HILL AND SITE OF BENCH
 AE0736'MARK.  BENCH MARK IS 0.1 MILE NORTH OF A CATTLE GUARD ACROSS THE ROAD.
 AE0736'IT IS 148.0 YARDS SOUTH OF THE WEST HEADWALL OF A 1.5 FOOT PIPE
 AE0736'CULVERT UNDER THE ROAD, 28.8 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE
 AE0736'CENTERLINE OF THE ROAD.  MONUMENT IS 2.7 FEET NORTH OF A 4X4 INCH
 AE0736'WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AE0736'NOTE-- THIS BENCH MARK IS 1.0 MILE SOUTHWEST OF THE ROAD JUNCTION (0.5
 AE0736'MILE SOUTH OF THE SCHOOL BUILDING AT EL SAUZ.)
 AE0736
 AE0736                          STATION RECOVERY (1976)
 AE0736
 AE0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AE0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0796 ***********************************************************************
 AE0796  DESIGNATION -  M 771
 AE0796  PID         -  AE0796
 AE0796  STATE/COUNTY-  TX/JIM HOGG
 AE0796  USGS QUAD   -  LAS ESCOBAS RANCH (1993)
 AE0796
 AE0796                         *CURRENT SURVEY CONTROL
 AE0796  ___________________________________________________________________
 AE0796* NAD 83(1986)-  26 43 49.     (N)    098 57 02.     (W)     SCALED    
 AE0796* NAVD 88     -       112.435  (meters)     368.88   (feet)  ADJUSTED  
 AE0796  ___________________________________________________________________
 AE0796  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AE0796  DYNAMIC HT  -         112.252 (meters)     368.28  (feet)  COMP
 AE0796  MODELED GRAV-     979,017.9   (mgal)                       NAVD 88
 AE0796
 AE0796  VERT ORDER  -  SECOND    CLASS 0
 AE0796
 AE0796.The horizontal coordinates were scaled from a topographic map and have
 AE0796.an estimated accuracy of +/- 6 seconds.
 AE0796
 AE0796.The orthometric height was determined by differential leveling
 AE0796.and adjusted by the National Geodetic Survey in June 1991..
 AE0796
 AE0796.The geoid height was determined by GEOID03.
 AE0796
 AE0796.The dynamic height is computed by dividing the NAVD 88
 AE0796.geopotential number by the normal gravity value computed on the
 AE0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0796.degrees latitude (g = 980.6199 gals.).
 AE0796
 AE0796.The modeled gravity was interpolated from observed gravity values.
 AE0796
 AE0796;                    North         East    Units  Estimated Accuracy
 AE0796;SPC TX S     - 5,117,920.      255,180.      MT  (+/- 180 meters Scaled)
 AE0796
 AE0796                          SUPERSEDED SURVEY CONTROL
 AE0796
 AE0796  NGVD 29 (??/??/92)  112.490  (m)          369.06   (f) ADJ UNCH    2 0
 AE0796
 AE0796.Superseded values are not recommended for survey control.
 AE0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0796.See file dsdata.txt to determine how the superseded data were derived.
 AE0796
 AE0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ049565(NAD 83)
 AE0796_MARKER: DB = BENCH MARK DISK
 AE0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0796_STAMPING: M 771 1942
 AE0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0796+STABILITY: SURFACE MOTION
 AE0796
 AE0796  HISTORY     - Date     Condition        Report By
 AE0796  HISTORY     - 1942     MONUMENTED       CGS
 AE0796
 AE0796                          STATION DESCRIPTION
 AE0796
 AE0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0796'12.6 MI SW FROM GUERRA.
 AE0796'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0796'GUERRA) PROCEED 10.0 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO A
 AE0796'PASTURE FENCE AND THE INTERSECTION OF A TRACK ROAD LEADING WESTERLY,
 AE0796'AND SITE OF BENCH MARK.  BENCH MARK IS 38.0 FEET NORTH OF THE
 AE0796'CENTERLINE OF A GATE, 25.0 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AE0796'AS THE CENTERLINE OF DIRT ROAD.  IT IS IN LINE WITH A CROSS FENCE
 AE0796'RUNNING EAST ACROSS DIRT ROAD, 2.0 FEET WEST OF THE RIGHT OF WAY
 AE0796'FENCE.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER
 AE0796'POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0856 ***********************************************************************
 AE0856  DESIGNATION -  M 772
 AE0856  PID         -  AE0856
 AE0856  STATE/COUNTY-  TX/STARR
 AE0856  USGS QUAD   -  VIBORAS (1993)
 AE0856
 AE0856                         *CURRENT SURVEY CONTROL
 AE0856  ___________________________________________________________________
 AE0856* NAD 83(1986)-  26 41 29.     (N)    098 48 42.     (W)     SCALED    
 AE0856* NAVD 88     -       117.565  (meters)     385.71   (feet)  ADJUSTED  
 AE0856  ___________________________________________________________________
 AE0856  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE0856  DYNAMIC HT  -         117.372 (meters)     385.08  (feet)  COMP
 AE0856  MODELED GRAV-     979,008.6   (mgal)                       NAVD 88
 AE0856
 AE0856  VERT ORDER  -  SECOND    CLASS 0
 AE0856
 AE0856.The horizontal coordinates were scaled from a topographic map and have
 AE0856.an estimated accuracy of +/- 6 seconds.
 AE0856
 AE0856.The orthometric height was determined by differential leveling
 AE0856.and adjusted by the National Geodetic Survey in June 1991..
 AE0856
 AE0856.The geoid height was determined by GEOID03.
 AE0856
 AE0856.The dynamic height is computed by dividing the NAVD 88
 AE0856.geopotential number by the normal gravity value computed on the
 AE0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0856.degrees latitude (g = 980.6199 gals.).
 AE0856
 AE0856.The modeled gravity was interpolated from observed gravity values.
 AE0856
 AE0856;                    North         East    Units  Estimated Accuracy
 AE0856;SPC TX S     - 5,113,570.      268,980.      MT  (+/- 180 meters Scaled)
 AE0856
 AE0856                          SUPERSEDED SURVEY CONTROL
 AE0856
 AE0856  NGVD 29 (??/??/92)  117.618  (m)          385.89   (f) ADJ UNCH    2 0
 AE0856
 AE0856.Superseded values are not recommended for survey control.
 AE0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0856.See file dsdata.txt to determine how the superseded data were derived.
 AE0856
 AE0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ187522(NAD 83)
 AE0856_MARKER: DB = BENCH MARK DISK
 AE0856_SETTING: 66 = SET IN ROCK OUTCROP
 AE0856_SP_SET: LIME STONE BED ROCK
 AE0856_STAMPING: M 772 1942
 AE0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0856+STABILITY: POSITION/ELEVATION WELL
 AE0856
 AE0856  HISTORY     - Date     Condition        Report By
 AE0856  HISTORY     - 1942     MONUMENTED       CGS
 AE0856  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0856
 AE0856                          STATION DESCRIPTION
 AE0856
 AE0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0856'18.65 MI W FROM LA GLORIA.
 AE0856'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 18.65 MILES
 AE0856'WESTERLY ALONG A COUNTY GRADED ROAD TO THE TOP OF A ROCKY HILL AND
 AE0856'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF A
 AE0856'LARGE LIME STONE BED ROCK.  IT IS 0.15 MILE EAST OF A WHITE STUCCO
 AE0856'RANCH HOUSE, 0.05 MILE EAST OF A SHARP CURVE TO THE SOUTH IN THE ROAD,
 AE0856'28.7 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0856'THE ROAD, 1.6 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 AE0856
 AE0856                          STATION RECOVERY (1972)
 AE0856
 AE0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0870 ***********************************************************************
 AE0870  DESIGNATION -  M 773
 AE0870  PID         -  AE0870
 AE0870  STATE/COUNTY-  TX/STARR
 AE0870  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0870
 AE0870                         *CURRENT SURVEY CONTROL
 AE0870  ___________________________________________________________________
 AE0870* NAD 83(1986)-  26 47 02.     (N)    098 37 51.     (W)     SCALED    
 AE0870* NAVD 88     -       139.421  (meters)     457.42   (feet)  ADJUSTED  
 AE0870  ___________________________________________________________________
 AE0870  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AE0870  DYNAMIC HT  -         139.192 (meters)     456.67  (feet)  COMP
 AE0870  MODELED GRAV-     979,007.3   (mgal)                       NAVD 88
 AE0870
 AE0870  VERT ORDER  -  SECOND    CLASS 0
 AE0870
 AE0870.The horizontal coordinates were scaled from a topographic map and have
 AE0870.an estimated accuracy of +/- 6 seconds.
 AE0870
 AE0870.The orthometric height was determined by differential leveling
 AE0870.and adjusted by the National Geodetic Survey in June 1991..
 AE0870
 AE0870.The geoid height was determined by GEOID03.
 AE0870
 AE0870.The dynamic height is computed by dividing the NAVD 88
 AE0870.geopotential number by the normal gravity value computed on the
 AE0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0870.degrees latitude (g = 980.6199 gals.).
 AE0870
 AE0870.The modeled gravity was interpolated from observed gravity values.
 AE0870
 AE0870;                    North         East    Units  Estimated Accuracy
 AE0870;SPC TX S     - 5,123,790.      286,990.      MT  (+/- 180 meters Scaled)
 AE0870
 AE0870                          SUPERSEDED SURVEY CONTROL
 AE0870
 AE0870  NGVD 29 (??/??/92)  139.471  (m)          457.58   (f) ADJ UNCH    2 0
 AE0870
 AE0870.Superseded values are not recommended for survey control.
 AE0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0870.See file dsdata.txt to determine how the superseded data were derived.
 AE0870
 AE0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ366625(NAD 83)
 AE0870_MARKER: DB = BENCH MARK DISK
 AE0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0870_STAMPING: M 773 1942
 AE0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0870+STABILITY: SURFACE MOTION
 AE0870
 AE0870  HISTORY     - Date     Condition        Report By
 AE0870  HISTORY     - 1942     MONUMENTED       CGS
 AE0870
 AE0870                          STATION DESCRIPTION
 AE0870
 AE0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0870'9.3 MI NW FROM LA GLORIA.
 AE0870'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY,
 AE0870'(3.8 MILES WEST OF THE SCHOOL BUILDING AT LA GLORIA) PROCEED 5.5 MILES
 AE0870'NORTHWESTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A DIRT ROAD
 AE0870'LEADING WESTERLY, AND SITE OF BENCH MARK. BENCH MARK IS AT THE
 AE0870'SOUTHWEST CORNER OF A LARGE CULTIVATED FIELD. IT IS 0.25 MILE SOUTH OF
 AE0870'A WINDMILL AND A FARM HOUSE ON THE EAST SIDE OF ROAD, 26.0 FEET EAST
 AE0870'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD, AND
 AE0870'IN LINE WITH THE CENTERLINE OF DIRT ROAD LEADING WEST. IT IS 4.0 FEET
 AE0870'NORTHEAST OF THE SOUTHWEST FENCE CORNER, 2.0 FEET EAST OF THE RIGHT OF
 AE0870'WAY FENCE.  MONUMENT IS 3.0 SOUTH OF A 4X4 INCH WHITE WOODEN MARKER
 AE0870'POST AND PROJECTS 0.5 FOOT. NOTE-- THIS BENCH MARK IS 0.7 MILE SOUTH
 AE0870'OF RAMIRITO (RANCHO VIJEO).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0871 ***********************************************************************
 AE0871  DESIGNATION -  M 773 RESET 1950
 AE0871  PID         -  AE0871
 AE0871  STATE/COUNTY-  TX/STARR
 AE0871  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0871
 AE0871                         *CURRENT SURVEY CONTROL
 AE0871  ___________________________________________________________________
 AE0871* NAD 83(1986)-  26 47 02.     (N)    098 37 51.     (W)     SCALED    
 AE0871* NAVD 88     -       139.02   (meters)     456.1    (feet)  RESET     
 AE0871  ___________________________________________________________________
 AE0871  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AE0871
 AE0871  VERT ORDER  -  THIRD
 AE0871
 AE0871.The horizontal coordinates were scaled from a topographic map and have
 AE0871.an estimated accuracy of +/- 6 seconds.
 AE0871
 AE0871.The orthometric height was computed from unverified reset data.
 AE0871
 AE0871.The geoid height was determined by GEOID03.
 AE0871
 AE0871;                    North         East    Units  Estimated Accuracy
 AE0871;SPC TX S     - 5,123,790.      286,990.      MT  (+/- 180 meters Scaled)
 AE0871
 AE0871                          SUPERSEDED SURVEY CONTROL
 AE0871
 AE0871.No superseded survey control is available for this station.
 AE0871
 AE0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ366625(NAD 83)
 AE0871_MARKER: DB = BENCH MARK DISK
 AE0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0871_STAMPING: M 773 RESET 1950
 AE0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0871+STABILITY: SURFACE MOTION
 AE0871
 AE0871  HISTORY     - Date     Condition        Report By
 AE0871  HISTORY     - 1950     MONUMENTED       TXHD
 AE0871
 AE0871                          STATION DESCRIPTION
 AE0871
 AE0871'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AE0871'9.34 MI W FROM LA GLORIA.
 AE0871'TO REACH FROM PROGRESO GIN AT LA GLORIA PROCEED 8.97 MILES WEST AND
 AE0871'NORTHWEST ALONG HIGHWAY NO. F.M. 1017 TO THE SITE OF THE BENCH MARK.
 AE0871'THIS BENCH MARK IS 25 FEET SOUTH OF THE STARR-JIM HOGG COUNTY LINE. IT
 AE0871'IS 51 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0871'THE PAVEMENT, 2.0 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE. MONUMENT
 AE0871'IS 2.5 FEET SOUTH OF A 4X4 IN. WHITE WOODEN WITNESS POST AND PROJECTS
 AE0871'0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1011 ***********************************************************************
 AE1011  DESIGNATION -  M 774
 AE1011  PID         -  AE1011
 AE1011  STATE/COUNTY-  TX/ZAPATA
 AE1011  USGS QUAD   -  BECKWITH ARM (1980)
 AE1011
 AE1011                         *CURRENT SURVEY CONTROL
 AE1011  ___________________________________________________________________
 AE1011* NAD 83(1986)-  26 40 11.     (N)    099 10 04.     (W)     SCALED    
 AE1011* NAVD 88     -        73.656  (meters)     241.65   (feet)  ADJUSTED  
 AE1011  ___________________________________________________________________
 AE1011  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AE1011  DYNAMIC HT  -          73.537 (meters)     241.26  (feet)  COMP
 AE1011  MODELED GRAV-     979,024.7   (mgal)                       NAVD 88
 AE1011
 AE1011  VERT ORDER  -  SECOND    CLASS 0
 AE1011
 AE1011.The horizontal coordinates were scaled from a topographic map and have
 AE1011.an estimated accuracy of +/- 6 seconds.
 AE1011
 AE1011.The orthometric height was determined by differential leveling
 AE1011.and adjusted by the National Geodetic Survey in June 1991..
 AE1011
 AE1011.The geoid height was determined by GEOID03.
 AE1011
 AE1011.The dynamic height is computed by dividing the NAVD 88
 AE1011.geopotential number by the normal gravity value computed on the
 AE1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1011.degrees latitude (g = 980.6199 gals.).
 AE1011
 AE1011.The modeled gravity was interpolated from observed gravity values.
 AE1011
 AE1011;                    North         East    Units  Estimated Accuracy
 AE1011;SPC TX S     - 5,111,310.      233,530.      MT  (+/- 180 meters Scaled)
 AE1011
 AE1011                          SUPERSEDED SURVEY CONTROL
 AE1011
 AE1011  NGVD 29 (??/??/92)   73.70   (m)          241.8    (f) COMPUTED    2 0
 AE1011
 AE1011.Superseded values are not recommended for survey control.
 AE1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1011.See file dsdata.txt to determine how the superseded data were derived.
 AE1011
 AE1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ833498(NAD 83)
 AE1011_MARKER: DB = BENCH MARK DISK
 AE1011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1011_SP_SET: CULVERT
 AE1011_STAMPING: M 774 1942
 AE1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1011
 AE1011  HISTORY     - Date     Condition        Report By
 AE1011  HISTORY     - 1942     MONUMENTED       CGS
 AE1011  HISTORY     - 1957     MARK NOT FOUND   USGS
 AE1011
 AE1011                          STATION DESCRIPTION
 AE1011
 AE1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE1011'21.4 MI NW FROM ROMA.
 AE1011'TO REACH FROM THE CATHOLIC CHURCH AT ROMA, PROCEED 21.4 MILES
 AE1011'NORTHWESTERLY ALONG U.S. HIGHWAY NO. 83 TO A CONCRETE BRIDGE AND SITE
 AE1011'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST
 AE1011'WINGWALL OF A 105.0 FOOT CONCRETE BRIDGE OVER THE ARROYO TINAJA.  IT
 AE1011'IS 15.4 FEET NORTHEAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF
 AE1011'THE HIGHWAY.
 AE1011
 AE1011                          STATION RECOVERY (1957)
 AE1011
 AE1011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AE1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0971 ***********************************************************************
 AJ0971  DESIGNATION -  M 775 RESET 1970
 AJ0971  PID         -  AJ0971
 AJ0971  STATE/COUNTY-  TX/ZAPATA
 AJ0971  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0971
 AJ0971                         *CURRENT SURVEY CONTROL
 AJ0971  ___________________________________________________________________
 AJ0971* NAD 83(1986)-  27 03 35.     (N)    099 24 08.     (W)     SCALED    
 AJ0971* NAVD 88     -       129.04   (meters)     423.4    (feet)  RESET     
 AJ0971  ___________________________________________________________________
 AJ0971  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AJ0971
 AJ0971  VERT ORDER  -  THIRD
 AJ0971
 AJ0971.The horizontal coordinates were scaled from a topographic map and have
 AJ0971.an estimated accuracy of +/- 6 seconds.
 AJ0971
 AJ0971.The orthometric height was computed from unverified reset data.
 AJ0971
 AJ0971.The geoid height was determined by GEOID03.
 AJ0971
 AJ0971;                    North         East    Units  Estimated Accuracy
 AJ0971;SPC TX S     - 5,154,660.      210,510.      MT  (+/- 180 meters Scaled)
 AJ0971
 AJ0971                          SUPERSEDED SURVEY CONTROL
 AJ0971
 AJ0971.No superseded survey control is available for this station.
 AJ0971
 AJ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ601931(NAD 83)
 AJ0971_MARKER: DB = BENCH MARK DISK
 AJ0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0971_STAMPING: M 775 RESET 1970
 AJ0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0971+STABILITY: SURFACE MOTION
 AJ0971
 AJ0971  HISTORY     - Date     Condition        Report By
 AJ0971  HISTORY     - 1970     MONUMENTED       NGS
 AJ0971
 AJ0971                          STATION DESCRIPTION
 AJ0971
 AJ0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AJ0971'3.0 MI NE FROM SAN YGNACIO.
 AJ0971'ABOUT 3.0 MILES NORTHEAST ALONG FARM-TO-MARKET ROAD F.M. 3169 FROM THE
 AJ0971'CATHOLIC CHURCH AT SAN YGNACIO, ZAPATA COUNTY, TEXAS, 0.5 MILE
 AJ0971'NORTHEAST OF THE CASA VERDE RANCH HOUSE, 0.1 MILE SOUTHWEST OF THE
 AJ0971'SUMMIT OF A STEEP GRADE, 61 FEET NORTHWEST OF THE CENTER LINE OF THE
 AJ0971'ROAD, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF
 AJ0971'A WHITE WOODEN WITNESS POST, AND 1.4 FEET HIGHER THAN THE ROAD.  A C
 AJ0971'AND GS DISK, STAMPED M 775 RESET 1970 AND SET IN THE TOP OF A CONCRETE
 AJ0971'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0102 ***********************************************************************
 AB0102  DESIGNATION -  M 777
 AB0102  PID         -  AB0102
 AB0102  STATE/COUNTY-  TX/CAMERON
 AB0102  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0102
 AB0102                         *CURRENT SURVEY CONTROL
 AB0102  ___________________________________________________________________
 AB0102* NAD 83(1986)-  25 53 45.     (N)    097 28 27.     (W)     SCALED    
 AB0102* NAVD 88     -         9.600  (meters)      31.50   (feet)  ADJUSTED  
 AB0102  ___________________________________________________________________
 AB0102  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 AB0102  DYNAMIC HT  -           9.585 (meters)      31.45  (feet)  COMP
 AB0102  MODELED GRAV-     979,027.0   (mgal)                       NAVD 88
 AB0102
 AB0102  VERT ORDER  -  SECOND    CLASS 0
 AB0102
 AB0102.The horizontal coordinates were scaled from a topographic map and have
 AB0102.an estimated accuracy of +/- 6 seconds.
 AB0102
 AB0102.The orthometric height was determined by differential leveling
 AB0102.and adjusted by the National Geodetic Survey in June 1991..
 AB0102
 AB0102.The geoid height was determined by GEOID03.
 AB0102
 AB0102.The dynamic height is computed by dividing the NAVD 88
 AB0102.geopotential number by the normal gravity value computed on the
 AB0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0102.degrees latitude (g = 980.6199 gals.).
 AB0102
 AB0102.The modeled gravity was interpolated from observed gravity values.
 AB0102
 AB0102;                    North         East    Units  Estimated Accuracy
 AB0102;SPC TX S     - 5,025,810.      402,800.      MT  (+/- 180 meters Scaled)
 AB0102
 AB0102                          SUPERSEDED SURVEY CONTROL
 AB0102
 AB0102  NGVD 29 (??/??/92)    9.690  (m)           31.79   (f) ADJ UNCH    2 0
 AB0102
 AB0102.Superseded values are not recommended for survey control.
 AB0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0102.See file dsdata.txt to determine how the superseded data were derived.
 AB0102
 AB0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP528650(NAD 83)
 AB0102_MARKER: DD = SURVEY DISK
 AB0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0102_STAMPING: M 777 1942
 AB0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0102+STABILITY: SURFACE MOTION
 AB0102
 AB0102  HISTORY     - Date     Condition        Report By
 AB0102  HISTORY     - 1942     MONUMENTED       IBC
 AB0102  HISTORY     - 1950     GOOD             NGS
 AB0102
 AB0102                          STATION DESCRIPTION
 AB0102
 AB0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0102'1.8 MI SE FROM BROWNSVILLE.
 AB0102'ORIGINAL DESCRIPTION OBSOLETE.  COMPLETE NEW DESCRIPTION FOLLOWS-- TO
 AB0102'REACH FROM THE INTERSECTION OF E 14TH STREET AND EAST TYLER STREET IN
 AB0102'BROWNSVILLE, PROCEED SE. ALONG EAST TYLER STREET 1.2 MILES TO SITE OF
 AB0102'BENCH MARK.  BENCH MARK IS ON THE OUTSIDE OF A CURVE IN THE ROAD
 AB0102'PARALELL TO THE LEVEE, 66 FT. N. OF AND APPROXIMATELY 8.0 FEET BELOW
 AB0102'THE CENTERLINE OF THE LEVEE, 30 FT. S. OF AND APPROXIMATELY THE SAME
 AB0102'ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET SE. OF A 4X4 INCH
 AB0102'WITNESS POST.  AN I.B.C. DISK SET IN CONCRETE POST PROJECTING 0.8
 AB0102'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0580 ***********************************************************************
 AJ0580  DESIGNATION -  M 778 RESET 1968
 AJ0580  PID         -  AJ0580
 AJ0580  STATE/COUNTY-  TX/JIM HOGG
 AJ0580  USGS QUAD   -  MC CAMPBELL RANCH (1972)
 AJ0580
 AJ0580                         *CURRENT SURVEY CONTROL
 AJ0580  ___________________________________________________________________
 AJ0580* NAD 83(1986)-  27 13 42.     (N)    098 44 09.     (W)     SCALED    
 AJ0580* NAVD 88     -       178.52   (meters)     585.7    (feet)  RESET     
 AJ0580  ___________________________________________________________________
 AJ0580  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AJ0580
 AJ0580  VERT ORDER  -  THIRD
 AJ0580
 AJ0580.The horizontal coordinates were scaled from a topographic map and have
 AJ0580.an estimated accuracy of +/- 6 seconds.
 AJ0580
 AJ0580.The orthometric height was computed from unverified reset data.
 AJ0580
 AJ0580.The geoid height was determined by GEOID03.
 AJ0580
 AJ0580;                    North         East    Units  Estimated Accuracy
 AJ0580;SPC TX S     - 5,173,040.      276,640.      MT  (+/- 180 meters Scaled)
 AJ0580
 AJ0580                          SUPERSEDED SURVEY CONTROL
 AJ0580
 AJ0580.No superseded survey control is available for this station.
 AJ0580
 AJ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR261117(NAD 83)
 AJ0580_MARKER: DB = BENCH MARK DISK
 AJ0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0580_STAMPING: M 778 RESET 1968
 AJ0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0580+STABILITY: SURFACE MOTION
 AJ0580
 AJ0580  HISTORY     - Date     Condition        Report By
 AJ0580  HISTORY     - 1968     MONUMENTED       CGS
 AJ0580
 AJ0580                          STATION DESCRIPTION
 AJ0580
 AJ0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AJ0580'6.7 MI SW FROM HEBBRONVILLE.
 AJ0580'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAYS 16-285 FROM THERE JUNCTION
 AJ0580'WITH STATE HIGHWAY 359 IN HEBBRONVILLE, THENCE 6.3 MILES SOUTHWEST
 AJ0580'ALONG STATE HIGHWAY 16 TO SITE OF BENCH MARK.  60.5 FEET EAST OF THE
 AJ0580'CENTER LINE OF STATE HIGHWAY 16, 34 FEET NORTH OF THE CENTER OF A
 AJ0580'CATTLE GUARD, 90 FEET NORTH OF A FENCE LEADING EAST, 1 FOOT SOUTH OF A
 AJ0580'METAL WITNESS POST, 6 INCHES EAST OF THE RIGHT-OF-WAY FENCE, AND AT
 AJ0580'TEXAS HIGHWAY DEPARTMENT STATION 2552 + 89.  A C AND GS BENCH MARK
 AJ0580'DISK SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 AJ0580'THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0622 ***********************************************************************
 AJ0622  DESIGNATION -  M 779
 AJ0622  PID         -  AJ0622
 AJ0622  STATE/COUNTY-  TX/WEBB
 AJ0622  USGS QUAD   -  OILTON (1972)
 AJ0622
 AJ0622                         *CURRENT SURVEY CONTROL
 AJ0622  ___________________________________________________________________
 AJ0622* NAD 83(1986)-  27 24 04.     (N)    098 59 46.     (W)     SCALED    
 AJ0622* NAVD 88     -       249.969  (meters)     820.11   (feet)  POSTED    
 AJ0622  ___________________________________________________________________
 AJ0622  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AJ0622  DYNAMIC HT  -         249.570 (meters)     818.80  (feet)  COMP
 AJ0622  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 AJ0622
 AJ0622  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0622
 AJ0622.The horizontal coordinates were scaled from a topographic map and have
 AJ0622.an estimated accuracy of +/- 6 seconds.
 AJ0622
 AJ0622.The orthometric height was determined by differential leveling
 AJ0622.and adjusted by the National Geodetic Survey in 1992..
 AJ0622.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0622.rate of 1.1 thru 2.0 mm/km.
 AJ0622
 AJ0622.The geoid height was determined by GEOID03.
 AJ0622
 AJ0622.The dynamic height is computed by dividing the NAVD 88
 AJ0622.geopotential number by the normal gravity value computed on the
 AJ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0622.degrees latitude (g = 980.6199 gals.).
 AJ0622
 AJ0622.The modeled gravity was interpolated from observed gravity values.
 AJ0622
 AJ0622;                    North         East    Units  Estimated Accuracy
 AJ0622;SPC TX S     - 5,192,260.      250,940.      MT  (+/- 180 meters Scaled)
 AJ0622
 AJ0622                          SUPERSEDED SURVEY CONTROL
 AJ0622
 AJ0622  NGVD 29 (??/??/92)  249.989  (m)          820.17   (f) ADJ UNCH    2 0
 AJ0622
 AJ0622.Superseded values are not recommended for survey control.
 AJ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0622.See file dsdata.txt to determine how the superseded data were derived.
 AJ0622
 AJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR003308(NAD 83)
 AJ0622_MARKER: DB = BENCH MARK DISK
 AJ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0622_STAMPING: M 779 1943
 AJ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0622+STABILITY: SURFACE MOTION
 AJ0622
 AJ0622  HISTORY     - Date     Condition        Report By
 AJ0622  HISTORY     - 1943     MONUMENTED       CGS
 AJ0622  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0622
 AJ0622                          STATION DESCRIPTION
 AJ0622
 AJ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0622'2.6 MI S FROM MIRANDO CITY.
 AJ0622'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0622'PAVED ROAD AND GO 2.6 MILES TO A CATTLEGUARD AND SITE OF BENCH MARK.
 AJ0622'BENCH MARK IS ABOUT 204 FEET SOUTH OF THE CATTLEGUARD.  30 FEET WEST
 AJ0622'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  3.0 FEET
 AJ0622'NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF THE
 AJ0622'RIGHT OF WAY FENCE.
 AJ0622
 AJ0622                          STATION RECOVERY (1972)
 AJ0622
 AJ0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0034 ***********************************************************************
 BO0034  DESIGNATION -  M 78
 BO0034  PID         -  BO0034
 BO0034  STATE/COUNTY-  TX/EDWARDS
 BO0034  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0034
 BO0034                         *CURRENT SURVEY CONTROL
 BO0034  ___________________________________________________________________
 BO0034* NAD 83(1986)-  30 02 26.     (N)    100 11 27.     (W)     SCALED    
 BO0034* NAVD 88     -       727.863  (meters)    2388.00   (feet)  ADJUSTED  
 BO0034  ___________________________________________________________________
 BO0034  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0034  DYNAMIC HT  -         726.783 (meters)    2384.45  (feet)  COMP
 BO0034  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 BO0034
 BO0034  VERT ORDER  -  FIRST     CLASS II
 BO0034
 BO0034.The horizontal coordinates were scaled from a topographic map and have
 BO0034.an estimated accuracy of +/- 6 seconds.
 BO0034
 BO0034.The orthometric height was determined by differential leveling
 BO0034.and adjusted by the National Geodetic Survey in June 1991..
 BO0034
 BO0034.The geoid height was determined by GEOID03.
 BO0034
 BO0034.The dynamic height is computed by dividing the NAVD 88
 BO0034.geopotential number by the normal gravity value computed on the
 BO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0034.degrees latitude (g = 980.6199 gals.).
 BO0034
 BO0034.The modeled gravity was interpolated from observed gravity values.
 BO0034
 BO0034;                    North         East    Units  Estimated Accuracy
 BO0034;SPC TXSC     - 4,245,210.      485,160.      MT  (+/- 180 meters Scaled)
 BO0034
 BO0034                          SUPERSEDED SURVEY CONTROL
 BO0034
 BO0034  NGVD 29 (??/??/92)  727.796  (m)         2387.78   (f) ADJ UNCH    1 2
 BO0034
 BO0034.Superseded values are not recommended for survey control.
 BO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0034.See file dsdata.txt to determine how the superseded data were derived.
 BO0034
 BO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU851238(NAD 83)
 BO0034_MARKER: DB = BENCH MARK DISK
 BO0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0034_STAMPING: 2387.777 M 78 1931
 BO0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0034+STABILITY: SURFACE MOTION
 BO0034
 BO0034  HISTORY     - Date     Condition        Report By
 BO0034  HISTORY     - 1931     MONUMENTED       CGS
 BO0034  HISTORY     - 1971     MARK NOT FOUND   USGS
 BO0034  HISTORY     - 1981     MARK NOT FOUND   NGS
 BO0034
 BO0034                          STATION DESCRIPTION
 BO0034
 BO0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BO0034'2.0 MI NE FROM ROCK SPRINGS.
 BO0034'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 29 FROM ROCKSPRINGS, EDWARDS
 BO0034'COUNTY, AT THE JUNCTION OF STATE HIGHWAY 41, OPPOSITE A 41 SIGN, 50
 BO0034'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 41, AND 2 FEET FROM A
 BO0034'FENCE.  A STANDARD DISK, STAMPED 2387.777 M 78 1931 AND SET IN THE TOP
 BO0034'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 BO0034
 BO0034                          STATION RECOVERY (1971)
 BO0034
 BO0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BO0034'MARK NOT FOUND.
 BO0034
 BO0034                          STATION RECOVERY (1981)
 BO0034
 BO0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0682 ***********************************************************************
 AJ0682  DESIGNATION -  M 780
 AJ0682  PID         -  AJ0682
 AJ0682  STATE/COUNTY-  TX/JIM HOGG
 AJ0682  USGS QUAD   -  ARMSTRONG RANCH (1972)
 AJ0682
 AJ0682                         *CURRENT SURVEY CONTROL
 AJ0682  ___________________________________________________________________
 AJ0682* NAD 83(1986)-  27 14 15.     (N)    098 50 00.     (W)     SCALED    
 AJ0682* NAVD 88     -       231.226  (meters)     758.61   (feet)  POSTED    
 AJ0682  ___________________________________________________________________
 AJ0682  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AJ0682  DYNAMIC HT  -         230.850 (meters)     757.38  (feet)  COMP
 AJ0682  MODELED GRAV-     979,024.4   (mgal)                       NAVD 88
 AJ0682
 AJ0682  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0682
 AJ0682.The horizontal coordinates were scaled from a topographic map and have
 AJ0682.an estimated accuracy of +/- 6 seconds.
 AJ0682
 AJ0682.The orthometric height was determined by differential leveling
 AJ0682.and adjusted by the National Geodetic Survey in 1992..
 AJ0682.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0682.rate of 0.0 thru 1.0 mm/km.
 AJ0682
 AJ0682.The geoid height was determined by GEOID03.
 AJ0682
 AJ0682.The dynamic height is computed by dividing the NAVD 88
 AJ0682.geopotential number by the normal gravity value computed on the
 AJ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0682.degrees latitude (g = 980.6199 gals.).
 AJ0682
 AJ0682.The modeled gravity was interpolated from observed gravity values.
 AJ0682
 AJ0682;                    North         East    Units  Estimated Accuracy
 AJ0682;SPC TX S     - 5,174,080.      266,990.      MT  (+/- 180 meters Scaled)
 AJ0682
 AJ0682                          SUPERSEDED SURVEY CONTROL
 AJ0682
 AJ0682  NGVD 29 (??/??/92)  231.246  (m)          758.68   (f) ADJ UNCH    2 0
 AJ0682
 AJ0682.Superseded values are not recommended for survey control.
 AJ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0682.See file dsdata.txt to determine how the superseded data were derived.
 AJ0682
 AJ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR165127(NAD 83)
 AJ0682_MARKER: DB = BENCH MARK DISK
 AJ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0682_STAMPING: M 780 1943
 AJ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0682+STABILITY: SURFACE MOTION
 AJ0682
 AJ0682  HISTORY     - Date     Condition        Report By
 AJ0682  HISTORY     - 1943     MONUMENTED       CGS
 AJ0682
 AJ0682                          STATION DESCRIPTION
 AJ0682
 AJ0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0682'13.5 MI SW FROM HEBBRONVILLE.
 AJ0682'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0682'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0682'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.
 AJ0682'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 11.5 MILES TO
 AJ0682'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE EAST OF A WINDMILL
 AJ0682'AND LARGE SQUARE CONCRETE WATER TANK.  75 FEET WEST OF AN ANGLE IN THE
 AJ0682'RIGHT OF WAY FENCE.  25 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AJ0682'CENTERLINE OF THE ROAD.  3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER
 AJ0682'POST.  AND 1.0 FOOT NORTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0550 ***********************************************************************
 AJ0550  DESIGNATION -  M 781
 AJ0550  PID         -  AJ0550
 AJ0550  STATE/COUNTY-  TX/JIM HOGG
 AJ0550  USGS QUAD   -  ALTA VISTA RANCH SW (1972)
 AJ0550
 AJ0550                         *CURRENT SURVEY CONTROL
 AJ0550  ___________________________________________________________________
 AJ0550* NAD 83(1986)-  27 00 26.     (N)    098 38 40.     (W)     SCALED    
 AJ0550* NAVD 88     -       145.699  (meters)     478.01   (feet)  ADJUSTED  
 AJ0550  ___________________________________________________________________
 AJ0550  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AJ0550  DYNAMIC HT  -         145.462 (meters)     477.24  (feet)  COMP
 AJ0550  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 AJ0550
 AJ0550  VERT ORDER  -  SECOND    CLASS 0
 AJ0550
 AJ0550.The horizontal coordinates were scaled from a topographic map and have
 AJ0550.an estimated accuracy of +/- 6 seconds.
 AJ0550
 AJ0550.The orthometric height was determined by differential leveling
 AJ0550.and adjusted by the National Geodetic Survey in June 1991..
 AJ0550
 AJ0550.The geoid height was determined by GEOID03.
 AJ0550
 AJ0550.The dynamic height is computed by dividing the NAVD 88
 AJ0550.geopotential number by the normal gravity value computed on the
 AJ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0550.degrees latitude (g = 980.6199 gals.).
 AJ0550
 AJ0550.The modeled gravity was interpolated from observed gravity values.
 AJ0550
 AJ0550;                    North         East    Units  Estimated Accuracy
 AJ0550;SPC TX S     - 5,148,530.      285,670.      MT  (+/- 180 meters Scaled)
 AJ0550
 AJ0550                          SUPERSEDED SURVEY CONTROL
 AJ0550
 AJ0550  NGVD 29 (??/??/92)  145.735  (m)          478.13   (f) ADJ UNCH    2 0
 AJ0550
 AJ0550.Superseded values are not recommended for survey control.
 AJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0550.See file dsdata.txt to determine how the superseded data were derived.
 AJ0550
 AJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ352872(NAD 83)
 AJ0550_MARKER: DB = BENCH MARK DISK
 AJ0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0550_STAMPING: M 781 1943
 AJ0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0550+STABILITY: SURFACE MOTION
 AJ0550
 AJ0550  HISTORY     - Date     Condition        Report By
 AJ0550  HISTORY     - 1943     MONUMENTED       CGS
 AJ0550  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0550
 AJ0550                          STATION DESCRIPTION
 AJ0550
 AJ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0550'1.8 MI E FROM PALANGANA.
 AJ0550'TO REACH FROM THE PALANGANA RANCH HEADQUARTERS, PROCEED EASTERLY ON
 AJ0550'TRACK ROAD AND GO 1.8 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 3.7
 AJ0550'MILES WEST OF THE INTERSECTION OF THE PALANGANA RANCH ROAD AND THE
 AJ0550'ROAD TO AGUA NUEVA.  24 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AJ0550'THE CENTERLINE OF THE TRACK ROAD.  AND 3.0 FEET WEST OF A 4 BY 4 INCH
 AJ0550'WOODEN MARKER POST.
 AJ0550
 AJ0550                          STATION RECOVERY (1972)
 AJ0550
 AJ0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0945 ***********************************************************************
 AE0945  DESIGNATION -  M 783
 AE0945  PID         -  AE0945
 AE0945  STATE/COUNTY-  TX/STARR
 AE0945  USGS QUAD   -  CUEVITAS (1972)
 AE0945
 AE0945                         *CURRENT SURVEY CONTROL
 AE0945  ___________________________________________________________________
 AE0945* NAD 83(1986)-  26 47 15.     (N)    098 48 51.     (W)     SCALED    
 AE0945* NAVD 88     -       166.931  (meters)     547.67   (feet)  ADJUSTED  
 AE0945  ___________________________________________________________________
 AE0945  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AE0945  DYNAMIC HT  -         166.657 (meters)     546.77  (feet)  COMP
 AE0945  MODELED GRAV-     979,003.0   (mgal)                       NAVD 88
 AE0945
 AE0945  VERT ORDER  -  SECOND    CLASS 0
 AE0945
 AE0945.The horizontal coordinates were scaled from a topographic map and have
 AE0945.an estimated accuracy of +/- 6 seconds.
 AE0945
 AE0945.The orthometric height was determined by differential leveling
 AE0945.and adjusted by the National Geodetic Survey in June 1991..
 AE0945
 AE0945.The geoid height was determined by GEOID03.
 AE0945
 AE0945.The dynamic height is computed by dividing the NAVD 88
 AE0945.geopotential number by the normal gravity value computed on the
 AE0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0945.degrees latitude (g = 980.6199 gals.).
 AE0945
 AE0945.The modeled gravity was interpolated from observed gravity values.
 AE0945
 AE0945;                    North         East    Units  Estimated Accuracy
 AE0945;SPC TX S     - 5,124,220.      268,760.      MT  (+/- 180 meters Scaled)
 AE0945
 AE0945                          SUPERSEDED SURVEY CONTROL
 AE0945
 AE0945  NGVD 29 (??/??/92)  166.971  (m)          547.80   (f) ADJ UNCH    2 0
 AE0945
 AE0945.Superseded values are not recommended for survey control.
 AE0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0945.See file dsdata.txt to determine how the superseded data were derived.
 AE0945
 AE0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ184629(NAD 83)
 AE0945_MARKER: DB = BENCH MARK DISK
 AE0945_SETTING: 66 = SET IN ROCK OUTCROP
 AE0945_SP_SET: LIMESTONE
 AE0945_STAMPING: M 783 1943
 AE0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0945+STABILITY: POSITION/ELEVATION WELL
 AE0945
 AE0945  HISTORY     - Date     Condition        Report By
 AE0945  HISTORY     - 1943     MONUMENTED       CGS
 AE0945
 AE0945                          STATION DESCRIPTION
 AE0945
 AE0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0945'3.3 MI NE FROM VIBORAS.
 AE0945'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED NORTHEASTERLY ON A
 AE0945'TRACK ROAD TO THE A. C. JONES RANCH AND GO 3.3 MILES TO A ROCK OUTCROP
 AE0945'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF A
 AE0945'PROJECTION OF LIMESTONE ON THE SOUTHWEST SLOPE OF A SMALL HILL. IT IS
 AE0945'30 FEET NORTHWEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE
 AE0945'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1326 ***********************************************************************
 AX1326  DESIGNATION -  M 784
 AX1326  PID         -  AX1326
 AX1326  STATE/COUNTY-  TX/BASTROP
 AX1326  USGS QUAD   -  RED ROCK (1981)
 AX1326
 AX1326                         *CURRENT SURVEY CONTROL
 AX1326  ___________________________________________________________________
 AX1326* NAD 83(1986)-  29 56 41.     (N)    097 23 25.     (W)     SCALED    
 AX1326* NAVD 88     -       159.65   (+/-2cm)     523.8    (feet)  VERTCON   
 AX1326  ___________________________________________________________________
 AX1326  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX1326
 AX1326  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1326
 AX1326.The horizontal coordinates were scaled from a topographic map and have
 AX1326.an estimated accuracy of +/- 6 seconds.
 AX1326
 AX1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1326.The vertical order pertains to the NGVD 29 superseded value.
 AX1326
 AX1326.The geoid height was determined by GEOID03.
 AX1326
 AX1326;                    North         East    Units  Estimated Accuracy
 AX1326;SPC TX C     - 3,034,580.      984,100.      MT  (+/- 180 meters Scaled)
 AX1326
 AX1326                          SUPERSEDED SURVEY CONTROL
 AX1326
 AX1326  NGVD 29 (??/??/92)  159.586  (m)          523.58   (f) ADJ UNCH    1 2
 AX1326
 AX1326.Superseded values are not recommended for survey control.
 AX1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1326.See file dsdata.txt to determine how the superseded data were derived.
 AX1326
 AX1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU553137(NAD 83)
 AX1326_MARKER: DB = BENCH MARK DISK
 AX1326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1326_SP_SET: CULVERT
 AX1326_STAMPING: M 784 1943
 AX1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1326
 AX1326  HISTORY     - Date     Condition        Report By
 AX1326  HISTORY     - 1943     MONUMENTED       CGS
 AX1326
 AX1326                          STATION DESCRIPTION
 AX1326
 AX1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1326'3.7 MI E FROM REDROCK.
 AX1326'3.7 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1326'STATION AT REDROCK, 0.1 MILE EAST OF MILEPOST 17, AT A CONCRETE
 AX1326'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 15 FEET
 AX1326'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2.5 FEET LOWER THAN
 AX1326'THE TRACK.  A STANDARD DISK, STAMPED M 784 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2135 ***********************************************************************
 AX2135  DESIGNATION -  M 785
 AX2135  PID         -  AX2135
 AX2135  STATE/COUNTY-  TX/CALDWELL
 AX2135  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2135
 AX2135                         *CURRENT SURVEY CONTROL
 AX2135  ___________________________________________________________________
 AX2135* NAD 83(1986)-  29 53 28.     (N)    097 40 48.     (W)     SCALED    
 AX2135* NAVD 88     -       158.59   (+/-2cm)     520.3    (feet)  VERTCON   
 AX2135  ___________________________________________________________________
 AX2135  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AX2135
 AX2135  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2135
 AX2135.The horizontal coordinates were scaled from a topographic map and have
 AX2135.an estimated accuracy of +/- 6 seconds.
 AX2135
 AX2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2135.The vertical order pertains to the NGVD 29 superseded value.
 AX2135
 AX2135.The geoid height was determined by GEOID03.
 AX2135
 AX2135;                    North         East    Units  Estimated Accuracy
 AX2135;SPC TXSC     - 4,228,780.      727,490.      MT  (+/- 180 meters Scaled)
 AX2135
 AX2135                          SUPERSEDED SURVEY CONTROL
 AX2135
 AX2135  NGVD 29 (??/??/92)  158.505  (m)          520.03   (f) ADJ UNCH    1 2
 AX2135
 AX2135.Superseded values are not recommended for survey control.
 AX2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2135.See file dsdata.txt to determine how the superseded data were derived.
 AX2135
 AX2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU274074(NAD 83)
 AX2135_MARKER: DB = BENCH MARK DISK
 AX2135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2135_SP_SET: WATER TANK BASE
 AX2135_STAMPING: M 785 1943
 AX2135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2135
 AX2135  HISTORY     - Date     Condition        Report By
 AX2135  HISTORY     - 1943     MONUMENTED       CGS
 AX2135  HISTORY     - 1959     GOOD             NGS
 AX2135  HISTORY     - 19870617 GOOD             USPSQD
 AX2135  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2135  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2135  HISTORY     - 20050222 MARK NOT FOUND   USPSQD
 AX2135
 AX2135                          STATION DESCRIPTION
 AX2135
 AX2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2135'IN LOCKHART.
 AX2135'AT LOCKHART, CALDWELL COUNTY, 100 FEET NORTHWEST OF THE
 AX2135'MISSOURI-KANSAS-TEXAS RAILROAD STATION, AT THE WATER TANK, IN THE TOP
 AX2135'OF THE EAST SIDE OF THE CONCRETE BASE, 18 FEET NORTHEAST OF THE
 AX2135'CENTERLINE OF THE MAIN TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 AX2135'DISK, STAMPED M 785 1943.  NOTE-- AMS REPORT MARK IS LOCATED 37 FEET
 AX2135'SSW OF CENTERLINE OF ROAD 18 FEET NNE OF CENTERLINE OF RR, 22 FEET WNW
 AX2135'OF NW COR. OF BUILDING AND 222 ESE OF CENTERLINE OF ROAD AND CURVE.
 AX2135'WATER TANK MENTIONED ABOVE HAS BEEN TAKEN DOWN.
 AX2135
 AX2135                          STATION RECOVERY (1987)
 AX2135
 AX2135'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX2135'RECOVERED IN GOOD CONDITION.
 AX2135
 AX2135                          STATION RECOVERY (1993)
 AX2135
 AX2135'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2135'MARK NOT FOUND.
 AX2135
 AX2135                          STATION RECOVERY (1999)
 AX2135
 AX2135'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2135'MARK NOT FOUND.
 AX2135
 AX2135                          STATION RECOVERY (2005)
 AX2135
 AX2135'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2228 ***********************************************************************
 AX2228  DESIGNATION -  M 787
 AX2228  PID         -  AX2228
 AX2228  STATE/COUNTY-  TX/CALDWELL
 AX2228  USGS QUAD   -  MARTINDALE (1994)
 AX2228
 AX2228                         *CURRENT SURVEY CONTROL
 AX2228  ___________________________________________________________________
 AX2228* NAD 83(1986)-  29 52 23.     (N)    097 48 11.     (W)     SCALED    
 AX2228* NAVD 88     -       193.52   (+/-2cm)     634.9    (feet)  VERTCON   
 AX2228  ___________________________________________________________________
 AX2228  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AX2228
 AX2228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2228
 AX2228.The horizontal coordinates were scaled from a topographic map and have
 AX2228.an estimated accuracy of +/- 6 seconds.
 AX2228
 AX2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2228.The vertical order pertains to the NGVD 29 superseded value.
 AX2228
 AX2228.The geoid height was determined by GEOID03.
 AX2228
 AX2228;                    North         East    Units  Estimated Accuracy
 AX2228;SPC TXSC     - 4,226,650.      715,620.      MT  (+/- 180 meters Scaled)
 AX2228
 AX2228                          SUPERSEDED SURVEY CONTROL
 AX2228
 AX2228  NGVD 29 (??/??/92)  193.437  (m)          634.63   (f) ADJ UNCH    2 0
 AX2228
 AX2228.Superseded values are not recommended for survey control.
 AX2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2228.See file dsdata.txt to determine how the superseded data were derived.
 AX2228
 AX2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU155053(NAD 83)
 AX2228_MARKER: DB = BENCH MARK DISK
 AX2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2228_STAMPING: M 787 1943
 AX2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2228+STABILITY: SURFACE MOTION
 AX2228
 AX2228  HISTORY     - Date     Condition        Report By
 AX2228  HISTORY     - 1943     MONUMENTED       CGS
 AX2228  HISTORY     - 1959     GOOD             DOD
 AX2228  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2228  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2228  HISTORY     - 19971110 MARK NOT FOUND   TXDOT
 AX2228  HISTORY     - 19990925 GOOD             USPSQD
 AX2228  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2228
 AX2228                          STATION DESCRIPTION
 AX2228
 AX2228'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2228'0.9 MI S FROM MAXWELL.
 AX2228'0.9 MILE SOUTH ALONG A PAVED ROAD FROM THE MISSOURI-KANSAS-TEXAS
 AX2228'RAILROAD OF TEXAS STATION AT MAXWELL, CALDWELL COUNTY, AT THE
 AX2228'INTERSECTION OF STATE HIGHWAY 142, ABOUT 200 FEET SOUTHWEST OF THE
 AX2228'CENTER OF THE INTERSECTION, 50 FEET NORTHWEST OF THE CENTERLINE OF THE
 AX2228'HIGHWAY, ACROSS THE HIGHWAY FROM A LARGE WATER TANK WITH A CONCRETE
 AX2228'TOWER, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 AX2228'HIGHER THAN THE HIGHWAY.  NOTE-- THE MARK IS 264 FEET SOUTHWEST OF THE
 AX2228'INTERSECTING CENTERLINES OF THE NORTHEAST-AND-SOUTHWEST HIGHWAY AND A
 AX2228'ROAD TO THE NORTHWEST, 217 FEET NORTHEAST OF THE CENTERLINE OF THE
 AX2228'HIGHWAY AT THE SOUTHWEST END OF A BUSH LINE, AND 134 FEET
 AX2228'WEST-NORTHWEST OF THE NORTHEAST EDGE OF THE WATER TANK.
 AX2228
 AX2228                          STATION RECOVERY (1988)
 AX2228
 AX2228'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2228'MARK NOT FOUND.
 AX2228
 AX2228                          STATION RECOVERY (1993)
 AX2228
 AX2228'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2228'MARK NOT FOUND.
 AX2228
 AX2228                          STATION RECOVERY (1997)
 AX2228
 AX2228'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 AX2228'LOCATION REPORTED IS THE EDGE OF A PLOWED FIELD AND NO EVIDENCE OF THE
 AX2228'STATION WAS FOUND.
 AX2228
 AX2228                          STATION RECOVERY (1999)
 AX2228
 AX2228'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2228'RECOVERED IN GOOD CONDITION.
 AX2228
 AX2228                          STATION RECOVERY (2003)
 AX2228
 AX2228'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2177 ***********************************************************************
 AX2177  DESIGNATION -  M 788
 AX2177  PID         -  AX2177
 AX2177  STATE/COUNTY-  TX/GUADALUPE
 AX2177  USGS QUAD   -  KINGSBURY (1994)
 AX2177
 AX2177                         *CURRENT SURVEY CONTROL
 AX2177  ___________________________________________________________________
 AX2177* NAD 83(1986)-  29 40 49.     (N)    097 47 54.     (W)     SCALED    
 AX2177* NAVD 88     -       149.99   (+/-2cm)     492.1    (feet)  VERTCON   
 AX2177  ___________________________________________________________________
 AX2177  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2177
 AX2177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2177
 AX2177.The horizontal coordinates were scaled from a topographic map and have
 AX2177.an estimated accuracy of +/- 6 seconds.
 AX2177
 AX2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2177.The vertical order pertains to the NGVD 29 superseded value.
 AX2177
 AX2177.The geoid height was determined by GEOID03.
 AX2177
 AX2177;                    North         East    Units  Estimated Accuracy
 AX2177;SPC TXSC     - 4,205,290.      716,300.      MT  (+/- 180 meters Scaled)
 AX2177
 AX2177                          SUPERSEDED SURVEY CONTROL
 AX2177
 AX2177  NGVD 29 (??/??/92)  149.919  (m)          491.86   (f) ADJ UNCH    2 0
 AX2177
 AX2177.Superseded values are not recommended for survey control.
 AX2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2177.See file dsdata.txt to determine how the superseded data were derived.
 AX2177
 AX2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT162839(NAD 83)
 AX2177_MARKER: DB = BENCH MARK DISK
 AX2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2177_STAMPING: M 788 1943
 AX2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2177+STABILITY: SURFACE MOTION
 AX2177
 AX2177  HISTORY     - Date     Condition        Report By
 AX2177  HISTORY     - 1943     MONUMENTED       CGS
 AX2177  HISTORY     - 1959     GOOD             DOD
 AX2177  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2177  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2177  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2177  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2177
 AX2177                          STATION DESCRIPTION
 AX2177
 AX2177'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2177'3.1 MI NE FROM KINGSBURY.
 AX2177'3.1 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO PRAIRIE LEA FROM
 AX2177'THE SOUTHERN PACIFIC CO. RAILROAD STATION AT KINGSBURY, GUADALUPE
 AX2177'COUNTY, AT A SHARP TURN IN THE ROAD, 20 FEET NORTHEAST OF THE
 AX2177'CENTERLINE OF THE ROAD, 20 FEET NORTHWEST OF THE CORNER OF THE
 AX2177'RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, IN
 AX2177'LINE WITH THE SECTION OF THE ROAD LEADING SOUTHWEST, 3 FEET SOUTHEAST
 AX2177'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  NOTE-- THE
 AX2177'MARK IS 45 FEET EAST OF THE CENTERLINE OF THE ROAD AT A RIGHT-ANGLE
 AX2177'TURN, AND 17 FEET NORTH OF THE EAST EDGE OF A LONE TREE.
 AX2177
 AX2177                          STATION RECOVERY (1988)
 AX2177
 AX2177'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2177'MARK NOT FOUND.
 AX2177
 AX2177                          STATION RECOVERY (1990)
 AX2177
 AX2177'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2177'MARK NOT FOUND.
 AX2177
 AX2177                          STATION RECOVERY (1993)
 AX2177
 AX2177'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2177'MARK NOT FOUND.
 AX2177
 AX2177                          STATION RECOVERY (1999)
 AX2177
 AX2177'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2200 ***********************************************************************
 AX2200  DESIGNATION -  M 789
 AX2200  PID         -  AX2200
 AX2200  STATE/COUNTY-  TX/CALDWELL
 AX2200  USGS QUAD   -  MC MAHAN (1981)
 AX2200
 AX2200                         *CURRENT SURVEY CONTROL
 AX2200  ___________________________________________________________________
 AX2200* NAD 83(1986)-  29 47 52.     (N)    097 34 23.     (W)     SCALED    
 AX2200* NAVD 88     -       117.19   (+/-2cm)     384.5    (feet)  VERTCON   
 AX2200  ___________________________________________________________________
 AX2200  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2200
 AX2200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2200
 AX2200.The horizontal coordinates were scaled from a topographic map and have
 AX2200.an estimated accuracy of +/- 6 seconds.
 AX2200
 AX2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2200.The vertical order pertains to the NGVD 29 superseded value.
 AX2200
 AX2200.The geoid height was determined by GEOID03.
 AX2200
 AX2200;                    North         East    Units  Estimated Accuracy
 AX2200;SPC TXSC     - 4,218,560.      737,940.      MT  (+/- 180 meters Scaled)
 AX2200
 AX2200                          SUPERSEDED SURVEY CONTROL
 AX2200
 AX2200  NGVD 29 (??/??/92)  117.126  (m)          384.27   (f) ADJ UNCH    2 0
 AX2200
 AX2200.Superseded values are not recommended for survey control.
 AX2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2200.See file dsdata.txt to determine how the superseded data were derived.
 AX2200
 AX2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT379972(NAD 83)
 AX2200_MARKER: DB = BENCH MARK DISK
 AX2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2200_STAMPING: M 789 1943
 AX2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2200+STABILITY: SURFACE MOTION
 AX2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2200+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2200
 AX2200  HISTORY     - Date     Condition        Report By
 AX2200  HISTORY     - 1943     MONUMENTED       CGS
 AX2200  HISTORY     - 1990     GOOD             USPSQD
 AX2200  HISTORY     - 19930808 GOOD             USPSQD
 AX2200  HISTORY     - 19990925 GOOD             USPSQD
 AX2200  HISTORY     - 20060429 GOOD             USPSQD
 AX2200
 AX2200                          STATION DESCRIPTION
 AX2200
 AX2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2200'4.8 MI SW FROM MCMAHAN.
 AX2200'0.1 MILE WEST ALONG A PAVED ROAD LEADING TO LOCKHART FROM THE SCHOOL
 AX2200'BUILDING AT MCMAHAN, CALDWELL COUNTY, THENCE 4.7 MILES SOUTHWEST ALONG
 AX2200'A GRADED ROAD LEADING TO LULING.  0.2 MILE SOUTHWEST OF A SMALL
 AX2200'BRIDGE, ON THE NORTH SLOPE OF A SMALL KNOLL, 49 FEET WEST OF THE
 AX2200'CENTERLINE OF THE ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AX2200'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 AX2200'ROAD.  A STANDARD DISK, STAMPED M 789 1943 AND SET IN THE TOP OF A
 AX2200'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2200
 AX2200                          STATION RECOVERY (1990)
 AX2200
 AX2200'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2200'RECOVERED IN GOOD CONDITION.
 AX2200
 AX2200                          STATION RECOVERY (1993)
 AX2200
 AX2200'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2200'RECOVERED IN GOOD CONDITION.
 AX2200
 AX2200                          STATION RECOVERY (1999)
 AX2200
 AX2200'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2200'RECOVERED IN GOOD CONDITION.
 AX2200
 AX2200                          STATION RECOVERY (2006)
 AX2200
 AX2200'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AX2200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0685 ***********************************************************************
 AZ0685  DESIGNATION -  M 79 RESET
 AZ0685  PID         -  AZ0685
 AZ0685  STATE/COUNTY-  TX/VAL VERDE
 AZ0685  USGS QUAD   -  CARTA VALLEY (1978)
 AZ0685
 AZ0685                         *CURRENT SURVEY CONTROL
 AZ0685  ___________________________________________________________________
 AZ0685* NAD 83(1986)-  29 45 41.     (N)    100 43 21.     (W)     SCALED    
 AZ0685* NAVD 88     -       570.87   (meters)    1872.9    (feet)  RESET     
 AZ0685  ___________________________________________________________________
 AZ0685  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AZ0685
 AZ0685  VERT ORDER  -  THIRD
 AZ0685
 AZ0685.The horizontal coordinates were scaled from a topographic map and have
 AZ0685.an estimated accuracy of +/- 6 seconds.
 AZ0685
 AZ0685.The orthometric height was computed from unverified reset data.
 AZ0685
 AZ0685.The geoid height was determined by GEOID03.
 AZ0685
 AZ0685;                    North         East    Units  Estimated Accuracy
 AZ0685;SPC TXSC     - 4,214,910.      433,430.      MT  (+/- 180 meters Scaled)
 AZ0685
 AZ0685                          SUPERSEDED SURVEY CONTROL
 AZ0685
 AZ0685  NGVD 29 (01/29/03)  570.81   (m)         1872.7    (f) RESET       3  
 AZ0685
 AZ0685.Superseded values are not recommended for survey control.
 AZ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0685.See file dsdata.txt to determine how the superseded data were derived.
 AZ0685
 AZ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT334935(NAD 83)
 AZ0685_MARKER: DV = VERTICAL CONTROL DISK
 AZ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0685_SP_SET: CONCRETE POST
 AZ0685_STAMPING: M 79 RESET 1986
 AZ0685_MARK LOGO: NGS   
 AZ0685_MAGNETIC: N = NO MAGNETIC MATERIAL
 AZ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0685+STABILITY: SURFACE MOTION
 AZ0685
 AZ0685  HISTORY     - Date     Condition        Report By
 AZ0685  HISTORY     - 1986     MONUMENTED       TXHD
 AZ0685
 AZ0685                          STATION DESCRIPTION
 AZ0685
 AZ0685'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 AZ0685'LOCATED 91 FEET (27.7 M) RIGHT OF ENGINEERS CENTERLINE STATION 357+15
 AZ0685'ON US HIGHWAY 377.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1120 ***********************************************************************
 AE1120  DESIGNATION -  M 792
 AE1120  PID         -  AE1120
 AE1120  STATE/COUNTY-  TX/ZAPATA
 AE1120  USGS QUAD   -  LOPENO (1965)
 AE1120
 AE1120                         *CURRENT SURVEY CONTROL
 AE1120  ___________________________________________________________________
 AE1120* NAD 83(1986)-  26 42 44.     (N)    099 07 29.     (W)     SCALED    
 AE1120* NAVD 88     -       108.869  (meters)     357.18   (feet)  ADJUSTED  
 AE1120  ___________________________________________________________________
 AE1120  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AE1120  DYNAMIC HT  -         108.692 (meters)     356.60  (feet)  COMP
 AE1120  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 AE1120
 AE1120  VERT ORDER  -  FIRST     CLASS II
 AE1120
 AE1120.The horizontal coordinates were scaled from a topographic map and have
 AE1120.an estimated accuracy of +/- 6 seconds.
 AE1120
 AE1120.The orthometric height was determined by differential leveling
 AE1120.and adjusted by the National Geodetic Survey in June 1991..
 AE1120
 AE1120.The geoid height was determined by GEOID03.
 AE1120
 AE1120.The dynamic height is computed by dividing the NAVD 88
 AE1120.geopotential number by the normal gravity value computed on the
 AE1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1120.degrees latitude (g = 980.6199 gals.).
 AE1120
 AE1120.The modeled gravity was interpolated from observed gravity values.
 AE1120
 AE1120;                    North         East    Units  Estimated Accuracy
 AE1120;SPC TX S     - 5,115,990.      237,840.      MT  (+/- 180 meters Scaled)
 AE1120
 AE1120                          SUPERSEDED SURVEY CONTROL
 AE1120
 AE1120  NGVD 29 (??/??/92)  108.928  (m)          357.37   (f) ADJ UNCH    1 2
 AE1120
 AE1120.Superseded values are not recommended for survey control.
 AE1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1120.See file dsdata.txt to determine how the superseded data were derived.
 AE1120
 AE1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ875545(NAD 83)
 AE1120_MARKER: DB = BENCH MARK DISK
 AE1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1120_STAMPING: M 792 1943
 AE1120_MARK LOGO: CGS   
 AE1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1120+STABILITY: SURFACE MOTION
 AE1120
 AE1120  HISTORY     - Date     Condition        Report By
 AE1120  HISTORY     - 1943     MONUMENTED       CGS
 AE1120  HISTORY     - 1956     GOOD             NGS
 AE1120  HISTORY     - 1981     GOOD             NGS
 AE1120
 AE1120                          STATION DESCRIPTION
 AE1120
 AE1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1120'1.4 MI W FROM LEPENO.
 AE1120'0.5 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1120'THENCE 0.9 MILE SOUTHWEST ALONG A PRIVATE ROAD, 26 FEET NORTHWEST OF
 AE1120'THE CENTER LINE OF A PRIVATE ROAD, 65 FEET NORTHEAST OF A TELEPHONE
 AE1120'POLE, 2 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS
 AE1120'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 AE1120'THE GROUND.
 AE1120
 AE1120                          STATION RECOVERY (1981)
 AE1120
 AE1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0998 ***********************************************************************
 AJ0998  DESIGNATION -  M 793
 AJ0998  PID         -  AJ0998
 AJ0998  STATE/COUNTY-  TX/ZAPATA
 AJ0998  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0998
 AJ0998                         *CURRENT SURVEY CONTROL
 AJ0998  ___________________________________________________________________
 AJ0998* NAD 83(1986)-  27 13 24.     (N)    099 09 16.     (W)     SCALED    
 AJ0998* NAVD 88     -       159.604  (meters)     523.63   (feet)  ADJUSTED  
 AJ0998  ___________________________________________________________________
 AJ0998  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AJ0998  DYNAMIC HT  -         159.347 (meters)     522.79  (feet)  COMP
 AJ0998  MODELED GRAV-     979,036.7   (mgal)                       NAVD 88
 AJ0998
 AJ0998  VERT ORDER  -  SECOND    CLASS 0
 AJ0998
 AJ0998.The horizontal coordinates were scaled from a topographic map and have
 AJ0998.an estimated accuracy of +/- 6 seconds.
 AJ0998
 AJ0998.The orthometric height was determined by differential leveling
 AJ0998.and adjusted by the National Geodetic Survey in June 1991..
 AJ0998
 AJ0998.The geoid height was determined by GEOID03.
 AJ0998
 AJ0998.The dynamic height is computed by dividing the NAVD 88
 AJ0998.geopotential number by the normal gravity value computed on the
 AJ0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0998.degrees latitude (g = 980.6199 gals.).
 AJ0998
 AJ0998.The modeled gravity was interpolated from observed gravity values.
 AJ0998
 AJ0998;                    North         East    Units  Estimated Accuracy
 AJ0998;SPC TX S     - 5,172,630.      235,180.      MT  (+/- 180 meters Scaled)
 AJ0998
 AJ0998                          SUPERSEDED SURVEY CONTROL
 AJ0998
 AJ0998  NGVD 29 (??/??/92)  159.644  (m)          523.77   (f) ADJ UNCH    2 0
 AJ0998
 AJ0998.Superseded values are not recommended for survey control.
 AJ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0998.See file dsdata.txt to determine how the superseded data were derived.
 AJ0998
 AJ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR847111(NAD 83)
 AJ0998_MARKER: DB = BENCH MARK DISK
 AJ0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0998_STAMPING: M 793 1943
 AJ0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0998+STABILITY: SURFACE MOTION
 AJ0998
 AJ0998  HISTORY     - Date     Condition        Report By
 AJ0998  HISTORY     - 1943     MONUMENTED       CGS
 AJ0998
 AJ0998                          STATION DESCRIPTION
 AJ0998
 AJ0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0998'24.7 MI NE FROM SAN YGNACIO.
 AJ0998'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 24.7 MILES
 AJ0998'NORTHEASTERLY ALONG A GRAVEL AND DIRT ROAD TO SITE OF BENCH MARK.
 AJ0998'BENCH MARK IS 0.35 MILE NORTHEAST OF A CATTLE GUARD AT THE TOP OF A
 AJ0998'HILL ON A CURVE.  IT IS 33.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AJ0998'ELEVATION AS THE CENTERLINE OF ROAD, 2.0 FEET NORTHWEST OF THE RIGHT
 AJ0998'OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH WHITE
 AJ0998'WOODEN MARKER POST, AND PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1189 ***********************************************************************
 AE1189  DESIGNATION -  M 794
 AE1189  PID         -  AE1189
 AE1189  STATE/COUNTY-  TX/ZAPATA
 AE1189  USGS QUAD   -  ARROYO VELENO (1980)
 AE1189
 AE1189                         *CURRENT SURVEY CONTROL
 AE1189  ___________________________________________________________________
 AE1189* NAD 83(1986)-  26 57 05.     (N)    099 12 11.     (W)     SCALED    
 AE1189* NAVD 88     -       105.031  (meters)     344.59   (feet)  ADJUSTED  
 AE1189  ___________________________________________________________________
 AE1189  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AE1189  DYNAMIC HT  -         104.862 (meters)     344.03  (feet)  COMP
 AE1189  MODELED GRAV-     979,031.0   (mgal)                       NAVD 88
 AE1189
 AE1189  VERT ORDER  -  SECOND    CLASS 0
 AE1189
 AE1189.The horizontal coordinates were scaled from a topographic map and have
 AE1189.an estimated accuracy of +/- 6 seconds.
 AE1189
 AE1189.The orthometric height was determined by differential leveling
 AE1189.and adjusted by the National Geodetic Survey in June 1991..
 AE1189
 AE1189.The geoid height was determined by GEOID03.
 AE1189
 AE1189.The dynamic height is computed by dividing the NAVD 88
 AE1189.geopotential number by the normal gravity value computed on the
 AE1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1189.degrees latitude (g = 980.6199 gals.).
 AE1189
 AE1189.The modeled gravity was interpolated from observed gravity values.
 AE1189
 AE1189;                    North         East    Units  Estimated Accuracy
 AE1189;SPC TX S     - 5,142,530.      230,200.      MT  (+/- 180 meters Scaled)
 AE1189
 AE1189                          SUPERSEDED SURVEY CONTROL
 AE1189
 AE1189  NGVD 29 (??/??/92)  105.075  (m)          344.73   (f) ADJ UNCH    2 0
 AE1189
 AE1189.Superseded values are not recommended for survey control.
 AE1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1189.See file dsdata.txt to determine how the superseded data were derived.
 AE1189
 AE1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ798810(NAD 83)
 AE1189_MARKER: DB = BENCH MARK DISK
 AE1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1189_STAMPING: M 794 1943
 AE1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1189+STABILITY: SURFACE MOTION
 AE1189
 AE1189  HISTORY     - Date     Condition        Report By
 AE1189  HISTORY     - 1943     MONUMENTED       CGS
 AE1189
 AE1189                          STATION DESCRIPTION
 AE1189
 AE1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1189'9.1 MI NE FROM ZAPATA.
 AE1189'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND THE HEBBRONVILLE
 AE1189'ROAD (0.3 MILE EAST OF THE COURT HOUSE AT ZAPATA), PROCEED 8.8 MILES
 AE1189'NORTHEASTERLY ALONG THE HEBBRONVILLE ROAD TO SITE OF BENCH MARK. BENCH
 AE1189'MARK IS 0.05 MILE NORTHEAST OF THE INTERSECTION OF A DIRT ROAD LEADING
 AE1189'NORTHWEST.  IT IS 26.5 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION
 AE1189'AS THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.8 FEET NORTHEAST OF A
 AE1189'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE
 AE1189'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0891 ***********************************************************************
 AJ0891  DESIGNATION -  M 795
 AJ0891  PID         -  AJ0891
 AJ0891  STATE/COUNTY-  TX/WEBB
 AJ0891  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0891
 AJ0891                         *CURRENT SURVEY CONTROL
 AJ0891  ___________________________________________________________________
 AJ0891* NAD 83(1986)-  27 22 12.     (N)    099 24 08.     (W)     SCALED    
 AJ0891* NAVD 88     -       166.851  (meters)     547.41   (feet)  ADJUSTED  
 AJ0891  ___________________________________________________________________
 AJ0891  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AJ0891  DYNAMIC HT  -         166.586 (meters)     546.54  (feet)  COMP
 AJ0891  MODELED GRAV-     979,055.5   (mgal)                       NAVD 88
 AJ0891
 AJ0891  VERT ORDER  -  SECOND    CLASS 0
 AJ0891
 AJ0891.The horizontal coordinates were scaled from a topographic map and have
 AJ0891.an estimated accuracy of +/- 6 seconds.
 AJ0891
 AJ0891.The orthometric height was determined by differential leveling
 AJ0891.and adjusted by the National Geodetic Survey in June 1991..
 AJ0891
 AJ0891.The geoid height was determined by GEOID03.
 AJ0891
 AJ0891.The dynamic height is computed by dividing the NAVD 88
 AJ0891.geopotential number by the normal gravity value computed on the
 AJ0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0891.degrees latitude (g = 980.6199 gals.).
 AJ0891
 AJ0891.The modeled gravity was interpolated from observed gravity values.
 AJ0891
 AJ0891;                    North         East    Units  Estimated Accuracy
 AJ0891;SPC TX S     - 5,189,040.      210,750.      MT  (+/- 180 meters Scaled)
 AJ0891
 AJ0891                          SUPERSEDED SURVEY CONTROL
 AJ0891
 AJ0891  NGVD 29 (??/??/92)  166.910  (m)          547.60   (f) ADJ UNCH    2 0
 AJ0891
 AJ0891.Superseded values are not recommended for survey control.
 AJ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0891.See file dsdata.txt to determine how the superseded data were derived.
 AJ0891
 AJ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR602274(NAD 83)
 AJ0891_MARKER: DB = BENCH MARK DISK
 AJ0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0891_STAMPING: M 795 1943
 AJ0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0891+STABILITY: SURFACE MOTION
 AJ0891
 AJ0891  HISTORY     - Date     Condition        Report By
 AJ0891  HISTORY     - 1943     MONUMENTED       CGS
 AJ0891  HISTORY     - 1975     GOOD             USGS
 AJ0891
 AJ0891                          STATION DESCRIPTION
 AJ0891
 AJ0891'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0891'12.3 MI S FROM LAREDO.
 AJ0891'LAREDO, JCT. U.S. HWY 83 AND STATE HWY 359, 6.4 MI. SOUTH ALONG U.S.
 AJ0891'HWY 83, THENCE 5.2 MI. EAST AND SE. ALONG A OIL SURFACED COUNTY RD.
 AJ0891'0.7 MI. SE. OF THE ENTRANCE TO THE MARTIN TREVINO RANCH HEADQUARTERS.
 AJ0891'18 FT NE. OF THE CENTERLINE OF THE RD. 1 FT SW. OF THE R.O.W. FENCE,
 AJ0891'PROJECTING 0.5 FT.  A STANDARD TABLET SET IN A CONCRETE POST STAMPED M
 AJ0891'795 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1167 ***********************************************************************
 AE1167  DESIGNATION -  M 796
 AE1167  PID         -  AE1167
 AE1167  STATE/COUNTY-  TX/ZAPATA
 AE1167  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1167
 AE1167                         *CURRENT SURVEY CONTROL
 AE1167  ___________________________________________________________________
 AE1167* NAD 83(1986)-  26 49 12.     (N)    099 03 34.     (W)     SCALED    
 AE1167* NAVD 88     -       128.579  (meters)     421.85   (feet)  ADJUSTED  
 AE1167  ___________________________________________________________________
 AE1167  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AE1167  DYNAMIC HT  -         128.371 (meters)     421.16  (feet)  COMP
 AE1167  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 AE1167
 AE1167  VERT ORDER  -  SECOND    CLASS 0
 AE1167
 AE1167.The horizontal coordinates were scaled from a topographic map and have
 AE1167.an estimated accuracy of +/- 6 seconds.
 AE1167
 AE1167.The orthometric height was determined by differential leveling
 AE1167.and adjusted by the National Geodetic Survey in June 1991..
 AE1167
 AE1167.The geoid height was determined by GEOID03.
 AE1167
 AE1167.The dynamic height is computed by dividing the NAVD 88
 AE1167.geopotential number by the normal gravity value computed on the
 AE1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1167.degrees latitude (g = 980.6199 gals.).
 AE1167
 AE1167.The modeled gravity was interpolated from observed gravity values.
 AE1167
 AE1167;                    North         East    Units  Estimated Accuracy
 AE1167;SPC TX S     - 5,127,900.      244,390.      MT  (+/- 180 meters Scaled)
 AE1167
 AE1167                          SUPERSEDED SURVEY CONTROL
 AE1167
 AE1167  NGVD 29 (??/??/92)  128.623  (m)          421.99   (f) ADJ UNCH    2 0
 AE1167
 AE1167.Superseded values are not recommended for survey control.
 AE1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1167.See file dsdata.txt to determine how the superseded data were derived.
 AE1167
 AE1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ940665(NAD 83)
 AE1167_MARKER: DB = BENCH MARK DISK
 AE1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1167_STAMPING: M 796 1943
 AE1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1167+STABILITY: SURFACE MOTION
 AE1167
 AE1167  HISTORY     - Date     Condition        Report By
 AE1167  HISTORY     - 1943     MONUMENTED       CGS
 AE1167
 AE1167                          STATION DESCRIPTION
 AE1167
 AE1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1167'11.85 MI NE FROM SANTA ROSA.
 AE1167'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE1167'LEADING NORTHEAST (0.9 MILE NORTH OF SANTA ROSA), PROCEED 10.95 MILES
 AE1167'NORTHEASTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE1167'IS 0.15 MILE NORTHEAST OF A CATTLE GUARD ACROSS THE ROAD.  IT IS 18.0
 AE1167'FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE1167'THE ROAD, 1.2 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE.
 AE1167'MONUMENT IS 2.7 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AE1167'AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1168 ***********************************************************************
 AE1168  DESIGNATION -  M 796 RESET 1962
 AE1168  PID         -  AE1168
 AE1168  STATE/COUNTY-  TX/ZAPATA
 AE1168  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1168
 AE1168                         *CURRENT SURVEY CONTROL
 AE1168  ___________________________________________________________________
 AE1168* NAD 83(1986)-  26 49 11.     (N)    099 03 34.     (W)     SCALED    
 AE1168* NAVD 88     -       128.36   (meters)     421.1    (feet)  RESET     
 AE1168  ___________________________________________________________________
 AE1168  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AE1168
 AE1168  VERT ORDER  -  THIRD
 AE1168
 AE1168.The horizontal coordinates were scaled from a topographic map and have
 AE1168.an estimated accuracy of +/- 6 seconds.
 AE1168
 AE1168.The orthometric height was computed from unverified reset data.
 AE1168
 AE1168.The geoid height was determined by GEOID03.
 AE1168
 AE1168;                    North         East    Units  Estimated Accuracy
 AE1168;SPC TX S     - 5,127,870.      244,390.      MT  (+/- 180 meters Scaled)
 AE1168
 AE1168                          SUPERSEDED SURVEY CONTROL
 AE1168
 AE1168.No superseded survey control is available for this station.
 AE1168
 AE1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ940664(NAD 83)
 AE1168_MARKER: DB = BENCH MARK DISK
 AE1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1168_STAMPING: M 796 RESET 1962
 AE1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1168+STABILITY: SURFACE MOTION
 AE1168
 AE1168  HISTORY     - Date     Condition        Report By
 AE1168  HISTORY     - 1962     MONUMENTED       TXHD
 AE1168  HISTORY     - 1975     MARK NOT FOUND   USGS
 AE1168
 AE1168                          STATION DESCRIPTION
 AE1168
 AE1168'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AE1168'11.85 MI NE FROM SANTA ROSA.
 AE1168'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 83 FROM SANTA ROSA, ZAPATA
 AE1168'COUNTY, THENCE 10.95 MILES NORTHEAST ALONG A GRAVEL ROAD, (0.15 MILE
 AE1168'NORTHEAST OF A CATTLE GUARD ACROSS THE ROAD.) TO BENCH MARK ABOUT 60
 AE1168'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK
 AE1168'STAMPED M 796 RESET 1962, IS SET IN TOP OF A 6-1/2 INCH CONCRETE
 AE1168'NOTE-- THIS BENCH MARK WAS SET 58.5 FEET SOUTHEAST OF THE ORIGINAL
 AE1168'BENCH MARK.
 AE1168
 AE1168                          STATION RECOVERY (1975)
 AE1168
 AE1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AE1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0016 ***********************************************************************
 AY0016  DESIGNATION -  M 797
 AY0016  PID         -  AY0016
 AY0016  STATE/COUNTY-  TX/BEXAR
 AY0016  USGS QUAD   -  SCHERTZ (1992)
 AY0016
 AY0016                         *CURRENT SURVEY CONTROL
 AY0016  ___________________________________________________________________
 AY0016* NAD 83(1986)-  29 35 00.     (N)    098 20 37.     (W)     SCALED    
 AY0016* NAVD 88     -       248.515  (meters)     815.34   (feet)  POSTED    
 AY0016  ___________________________________________________________________
 AY0016  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AY0016  DYNAMIC HT  -         248.150 (meters)     814.14  (feet)  COMP
 AY0016  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AY0016
 AY0016  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0016
 AY0016.The horizontal coordinates were scaled from a topographic map and have
 AY0016.an estimated accuracy of +/- 6 seconds.
 AY0016
 AY0016.The orthometric height was determined by differential leveling
 AY0016.and adjusted by the National Geodetic Survey in 1992..
 AY0016.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0016.rate of 0.0 thru 1.0 mm/km.
 AY0016
 AY0016.The geoid height was determined by GEOID03.
 AY0016
 AY0016.The dynamic height is computed by dividing the NAVD 88
 AY0016.geopotential number by the normal gravity value computed on the
 AY0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0016.degrees latitude (g = 980.6199 gals.).
 AY0016
 AY0016.The modeled gravity was interpolated from observed gravity values.
 AY0016
 AY0016;                    North         East    Units  Estimated Accuracy
 AY0016;SPC TXSC     - 4,194,130.      663,590.      MT  (+/- 180 meters Scaled)
 AY0016
 AY0016                          SUPERSEDED SURVEY CONTROL
 AY0016
 AY0016  NGVD 29 (??/??/92)  248.34   (m)          814.8    (f) COMPUTED    1 2
 AY0016
 AY0016.Superseded values are not recommended for survey control.
 AY0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0016.See file dsdata.txt to determine how the superseded data were derived.
 AY0016
 AY0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT635727(NAD 83)
 AY0016_MARKER: DB = BENCH MARK DISK
 AY0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0016_SP_SET: CULVERT
 AY0016_STAMPING: M 797 1943
 AY0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0016
 AY0016  HISTORY     - Date     Condition        Report By
 AY0016  HISTORY     - 1943     MONUMENTED       CGS
 AY0016  HISTORY     - 1988     GOOD             USPSQD
 AY0016  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AY0016
 AY0016                          STATION DESCRIPTION
 AY0016
 AY0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0016'15.6 MI SW FROM NEW BRAUNFELS.
 AY0016'IN BEXAR COUNTY, 15.6 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 AY0016'RAILROAD OF TEXAS FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 5
 AY0016'POLES NORTHEAST OF MILEPOST 1019, AT A LARGE CONCRETE CULVERT, IN THE
 AY0016'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL, 43 FEET SOUTHEAST
 AY0016'OF THE CENTERLINE OF THE TRACK, AND 25 FEET LOWER THAN THE TRACK.  A
 AY0016'STANDARD DISK.
 AY0016
 AY0016                          STATION RECOVERY (1988)
 AY0016
 AY0016'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0016'RECOVERED IN GOOD CONDITION.
 AY0016
 AY0016                          STATION RECOVERY (1999)
 AY0016
 AY0016'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1140 ***********************************************************************
 AJ1140  DESIGNATION -  M 798
 AJ1140  PID         -  AJ1140
 AJ1140  STATE/COUNTY-  TX/ZAPATA
 AJ1140  USGS QUAD   -  ESCOBAS (1980)
 AJ1140
 AJ1140                         *CURRENT SURVEY CONTROL
 AJ1140  ___________________________________________________________________
 AJ1140* NAD 83(1986)-  27 00 41.     (N)    099 02 19.     (W)     SCALED    
 AJ1140* NAVD 88     -       140.782  (meters)     461.88   (feet)  ADJUSTED  
 AJ1140  ___________________________________________________________________
 AJ1140  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AJ1140  DYNAMIC HT  -         140.555 (meters)     461.14  (feet)  COMP
 AJ1140  MODELED GRAV-     979,029.7   (mgal)                       NAVD 88
 AJ1140
 AJ1140  VERT ORDER  -  SECOND    CLASS 0
 AJ1140
 AJ1140.The horizontal coordinates were scaled from a topographic map and have
 AJ1140.an estimated accuracy of +/- 6 seconds.
 AJ1140
 AJ1140.The orthometric height was determined by differential leveling
 AJ1140.and adjusted by the National Geodetic Survey in June 1991..
 AJ1140
 AJ1140.The geoid height was determined by GEOID03.
 AJ1140
 AJ1140.The dynamic height is computed by dividing the NAVD 88
 AJ1140.geopotential number by the normal gravity value computed on the
 AJ1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1140.degrees latitude (g = 980.6199 gals.).
 AJ1140
 AJ1140.The modeled gravity was interpolated from observed gravity values.
 AJ1140
 AJ1140;                    North         East    Units  Estimated Accuracy
 AJ1140;SPC TX S     - 5,149,100.      246,550.      MT  (+/- 180 meters Scaled)
 AJ1140
 AJ1140                          SUPERSEDED SURVEY CONTROL
 AJ1140
 AJ1140  NGVD 29 (??/??/92)  140.812  (m)          461.98   (f) ADJ UNCH    2 0
 AJ1140
 AJ1140.Superseded values are not recommended for survey control.
 AJ1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1140.See file dsdata.txt to determine how the superseded data were derived.
 AJ1140
 AJ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ961876(NAD 83)
 AJ1140_MARKER: DB = BENCH MARK DISK
 AJ1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1140_STAMPING: M 798 1943
 AJ1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1140+STABILITY: SURFACE MOTION
 AJ1140
 AJ1140  HISTORY     - Date     Condition        Report By
 AJ1140  HISTORY     - 1943     MONUMENTED       CGS
 AJ1140  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ1140
 AJ1140                          STATION DESCRIPTION
 AJ1140
 AJ1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ1140'28.3 MI NE FROM SANTA ROSA.
 AJ1140'TO REACH FROM THE JUNCTION OF THE SANTA ROSA - RANDADO ROAD AND A DIRT
 AJ1140'TRACK ROAD LEADING NORTHWEST ACROSS THE TIMBERLAKE RANCH AND THE GARZA
 AJ1140'ESTATE (21.25 MILES NORTHEAST OF SANTA ROSA), PROCEED 8.05 MILES
 AJ1140'NORTHWESTERLY ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK. BENCH
 AJ1140'MARK IS 138.0 YARDS NORTHWEST OF THE INTERSECTION OF AN OLD DIRT TRACK
 AJ1140'ROAD LEADING EAST.  IT IS 16.0 FEET NORTHEAST OF AND ABOUT 2.0 FEET
 AJ1140'ABOVE THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.2 FEET NORTHWEST OF A
 AJ1140'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE
 AJ1140'GROUND.
 AJ1140
 AJ1140                          STATION RECOVERY (1975)
 AJ1140
 AJ1140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0755 ***********************************************************************
 AY0755  DESIGNATION -  M 799
 AY0755  PID         -  AY0755
 AY0755  STATE/COUNTY-  TX/BEXAR
 AY0755  USGS QUAD   -  TERRELL WELLS (1992)
 AY0755
 AY0755                         *CURRENT SURVEY CONTROL
 AY0755  ___________________________________________________________________
 AY0755* NAD 83(1986)-  29 22 10.     (N)    098 33 52.     (W)     SCALED    
 AY0755* NAVD 88     -       203.632  (meters)     668.08   (feet)  POSTED    
 AY0755  ___________________________________________________________________
 AY0755  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AY0755  DYNAMIC HT  -         203.340 (meters)     667.12  (feet)  COMP
 AY0755  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AY0755
 AY0755  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0755
 AY0755.The horizontal coordinates were scaled from a topographic map and have
 AY0755.an estimated accuracy of +/- 6 seconds.
 AY0755
 AY0755.The orthometric height was determined by differential leveling
 AY0755.and adjusted by the National Geodetic Survey in 1992..
 AY0755.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0755.rate of 1.1 thru 2.0 mm/km.
 AY0755
 AY0755.The geoid height was determined by GEOID03.
 AY0755
 AY0755.The dynamic height is computed by dividing the NAVD 88
 AY0755.geopotential number by the normal gravity value computed on the
 AY0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0755.degrees latitude (g = 980.6199 gals.).
 AY0755
 AY0755.The modeled gravity was interpolated from observed gravity values.
 AY0755
 AY0755;                    North         East    Units  Estimated Accuracy
 AY0755;SPC TXSC     - 4,170,320.      642,280.      MT  (+/- 180 meters Scaled)
 AY0755
 AY0755                          SUPERSEDED SURVEY CONTROL
 AY0755
 AY0755  NGVD 29 (??/??/92)  203.513  (m)          667.69   (f) ADJ UNCH    1 2
 AY0755
 AY0755.Superseded values are not recommended for survey control.
 AY0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0755.See file dsdata.txt to determine how the superseded data were derived.
 AY0755
 AY0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT422489(NAD 83)
 AY0755_MARKER: DB = BENCH MARK DISK
 AY0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0755_SP_SET: STEP
 AY0755_STAMPING: M 799 1943
 AY0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0755
 AY0755  HISTORY     - Date     Condition        Report By
 AY0755  HISTORY     - 1943     MONUMENTED       CGS
 AY0755  HISTORY     - 1946     GOOD             NGS
 AY0755  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0755
 AY0755                          STATION DESCRIPTION
 AY0755
 AY0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0755'8.3 MI SW FROM SAN ANTONIO.
 AY0755'8.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0755'STATION AT SAN ANTONIO, THENCE 0.1 MILE NORTHWEST ACROSS KELLY FIELD,
 AY0755'NEAR THE SOUTH END OF THE INDUSTRIAL AREA OF KELLY FIELD, 0.1 MILE
 AY0755'NORTHWEST OF THE SOUTH GATE TO KELLY FIELD WHICH IS LOCATED 0.65 MILE
 AY0755'NORTHEAST OF THE LARGE MILITARY HIGHWAY OVERPASS, AT THE FORMER
 AY0755'CONTROL TOWER FOR OLD DUNCAN FIELD, AT THE LARGE BAY WINDOW WHICH
 AY0755'PROJECTS FROM THE NORTHWEST SIDE OF THE LARGE FLIGHT TEST HANGARS, SET
 AY0755'IN THE TOP OF THE THIRD STEP FROM THE BOTTOM OF THE STEPS LEADING TO
 AY0755'THE ENTRANCE ON THE NORTHEAST SIDE OF THE BAY WINDOW.
 AY0755
 AY0755                          STATION RECOVERY (1999)
 AY0755
 AY0755'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0029 ***********************************************************************
 AX0029  DESIGNATION -  M 7=PTS 8
 AX0029  PID         -  AX0029
 AX0029  STATE/COUNTY-  TX/AUSTIN
 AX0029  USGS QUAD   -  SEALY (1981)
 AX0029
 AX0029                         *CURRENT SURVEY CONTROL
 AX0029  ___________________________________________________________________
 AX0029* NAD 83(1986)-  29 49 01.     (N)    096 14 50.     (W)     SCALED    
 AX0029* NAVD 88     -        69.02   (+/-2cm)     226.4    (feet)  VERTCON   
 AX0029  ___________________________________________________________________
 AX0029  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0029
 AX0029  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX0029
 AX0029.The horizontal coordinates were scaled from a topographic map and have
 AX0029.an estimated accuracy of +/- 6 seconds.
 AX0029
 AX0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0029.The vertical order pertains to the NGVD 29 superseded value.
 AX0029
 AX0029.The geoid height was determined by GEOID03.
 AX0029
 AX0029;                    North         East    Units  Estimated Accuracy
 AX0029;SPC TXSC     - 4,222,970.      866,040.      MT  (+/- 180 meters Scaled)
 AX0029
 AX0029                          SUPERSEDED SURVEY CONTROL
 AX0029
 AX0029  NGVD 29 (??/??/92)   69.00   (m)          226.4    (f) COMPUTED    1 2
 AX0029
 AX0029.Superseded values are not recommended for survey control.
 AX0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0029.See file dsdata.txt to determine how the superseded data were derived.
 AX0029
 AX0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU660016(NAD 83)
 AX0029_MARKER: P = PIPE CAP
 AX0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX0029_STAMPING: ELEV 226.53 FT M 7 TEXAS PRIM TRAV STA NO 8 1909
 AX0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0029
 AX0029  HISTORY     - Date     Condition        Report By
 AX0029  HISTORY     - 1909     MONUMENTED       CGS
 AX0029  HISTORY     - 1943     GOOD             NGS
 AX0029  HISTORY     - 1973     MARK NOT FOUND   NGS
 AX0029
 AX0029                          STATION DESCRIPTION
 AX0029
 AX0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0029'6.1 MI W FROM SEALY.
 AX0029'6.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 AX0029'THE STATION AT SEALY, AUSTIN COUNTY, 28.6 FEET WEST OF THE TENTH POLE
 AX0029'EAST OF MILEPOST 1029, AT A DIRT-ROAD CROSSING, 17 FEET EAST OF THE
 AX0029'CENTERLINE OF THE ROAD, 46.8 FEET NORTH OF THE NORTH RAIL, 1.4 FEET
 AX0029'SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTHEAST OF A FENCE CORNER,
 AX0029'2.4 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER
 AX0029'THAN THE ROAD.  A STANDARD CAP, FASTENED ON THE TOP OF A 3 1/2 INCH
 AX0029'IRON PIPE PROJECTING ABOUT 0.1 FOOT ABOVE GROUND.
 AX0029
 AX0029                          STATION RECOVERY (1973)
 AX0029
 AX0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AX0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0173 ***********************************************************************
 AB0173  DESIGNATION -  M 8
 AB0173  PID         -  AB0173
 AB0173  STATE/COUNTY-  TX/CAMERON
 AB0173  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0173
 AB0173                         *CURRENT SURVEY CONTROL
 AB0173  ___________________________________________________________________
 AB0173* NAD 83(1986)-  25 57 10.     (N)    097 33 55.     (W)     SCALED    
 AB0173* NAVD 88     -        12.167  (meters)      39.92   (feet)  ADJUSTED  
 AB0173  ___________________________________________________________________
 AB0173  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AB0173  DYNAMIC HT  -          12.147 (meters)      39.85  (feet)  COMP
 AB0173  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 AB0173
 AB0173  VERT ORDER  -  SECOND    CLASS 0
 AB0173
 AB0173.The horizontal coordinates were scaled from a topographic map and have
 AB0173.an estimated accuracy of +/- 6 seconds.
 AB0173
 AB0173.The orthometric height was determined by differential leveling
 AB0173.and adjusted by the National Geodetic Survey in June 1991..
 AB0173
 AB0173.The geoid height was determined by GEOID03.
 AB0173
 AB0173.The dynamic height is computed by dividing the NAVD 88
 AB0173.geopotential number by the normal gravity value computed on the
 AB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0173.degrees latitude (g = 980.6199 gals.).
 AB0173
 AB0173.The modeled gravity was interpolated from observed gravity values.
 AB0173
 AB0173;                    North         East    Units  Estimated Accuracy
 AB0173;SPC TX S     - 5,032,050.      393,620.      MT  (+/- 180 meters Scaled)
 AB0173
 AB0173                          SUPERSEDED SURVEY CONTROL
 AB0173
 AB0173  NGVD 29 (??/??/92)   12.253  (m)           40.20   (f) ADJ UNCH    2 0
 AB0173
 AB0173.Superseded values are not recommended for survey control.
 AB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0173.See file dsdata.txt to determine how the superseded data were derived.
 AB0173
 AB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP436712(NAD 83)
 AB0173_MARKER: DD = SURVEY DISK
 AB0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0173_SP_SET: CULVERT
 AB0173_STAMPING: M 8 39.82
 AB0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0173
 AB0173  HISTORY     - Date     Condition        Report By
 AB0173  HISTORY     - UNK      MONUMENTED
 AB0173  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0173
 AB0173                          STATION DESCRIPTION
 AB0173
 AB0173'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0173'5.2 MI NW FROM BROWNSVILLE.
 AB0173'5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0173'AT BROWNSVILLE, CAMERON COUNTY, 0.1 MILE SOUTHEAST OF THE JUNCTION OF
 AB0173'A SMALL DIRT ROAD LEADING SOUTHWEST TO THE LEVEE, AT A 3-BY 3-FOOT
 AB0173'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0173'THE SOUTHWEST HEADWALL, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AB0173'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY. NOTE-- NO
 AB0173'EVIDENCE OF A CULVERT IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1135 ***********************************************************************
 AW1135  DESIGNATION -  M 8
 AW1135  PID         -  AW1135
 AW1135  STATE/COUNTY-  TX/HARRIS
 AW1135  USGS QUAD   -  PARK PLACE (1995)
 AW1135
 AW1135                         *CURRENT SURVEY CONTROL
 AW1135  ___________________________________________________________________
 AW1135* NAD 83(1986)-  29 44 19.     (N)    095 19 05.     (W)     SCALED    
 AW1135* NAVD 88     -        11.093  (meters)      36.39   (feet)  ADJUSTED  
 AW1135  ___________________________________________________________________
 AW1135  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW1135  DYNAMIC HT  -          11.078 (meters)      36.35  (feet)  COMP
 AW1135  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 AW1135
 AW1135  VERT ORDER  -  FIRST     CLASS I
 AW1135
 AW1135.The horizontal coordinates were scaled from a topographic map and have
 AW1135.an estimated accuracy of +/- 6 seconds.
 AW1135
 AW1135.The orthometric height was determined by differential leveling
 AW1135.and adjusted by the National Geodetic Survey in June 1991..
 AW1135
 AW1135.The geoid height was determined by GEOID03.
 AW1135
 AW1135.The dynamic height is computed by dividing the NAVD 88
 AW1135.geopotential number by the normal gravity value computed on the
 AW1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1135.degrees latitude (g = 980.6199 gals.).
 AW1135
 AW1135.The modeled gravity was interpolated from observed gravity values.
 AW1135
 AW1135;                    North         East    Units  Estimated Accuracy
 AW1135;SPC TXSC     - 4,216,760.      956,090.      MT  (+/- 180 meters Scaled)
 AW1135
 AW1135                          SUPERSEDED SURVEY CONTROL
 AW1135
 AW1135  NGVD 29 (12/23/87)   11.090  (m)           36.38   (f) ADJUSTED    1 1
 AW1135
 AW1135.Superseded values are not recommended for survey control.
 AW1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1135.See file dsdata.txt to determine how the superseded data were derived.
 AW1135
 AW1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN758920(NAD 83)
 AW1135_MARKER: O = CHISELED CIRCLE
 AW1135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1135_SP_SET: HEADWALL
 AW1135_MARK LOGO: CGS   
 AW1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1135+STABILITY: SURFACE MOTION
 AW1135
 AW1135  HISTORY     - Date     Condition        Report By
 AW1135  HISTORY     - 1906     MONUMENTED       CGS
 AW1135  HISTORY     - 1973     GOOD             NGS
 AW1135  HISTORY     - 1976     GOOD             NGS
 AW1135  HISTORY     - 1976     GOOD             NGS
 AW1135  HISTORY     - 1978     GOOD             NGS
 AW1135  HISTORY     - 1983     GOOD             NGS
 AW1135  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1135  HISTORY     - 1987     GOOD             NGS
 AW1135  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1135  HISTORY     - 20040510 MARK NOT FOUND   USPSQD
 AW1135  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1135
 AW1135                          STATION DESCRIPTION
 AW1135
 AW1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1135'2.8 MI SE FROM HOUSTON.
 AW1135'0.75 MILES SOUTHEAST ALONG CONGRESS STREET FROM THE COUNTY COURTHOUSE
 AW1135'AT HOUSTON, THENCE 2.05 MILES SOUTHEAST ALONG THE GALVESTON, HOUSTON
 AW1135'AND HENDERSON RAILROAD, 0.25 MILE NORTHWEST OF THE CROSSING OF HUGHES
 AW1135'STREET, AT THE SOUTHWEST END (DEAD END) OF LINWOOD STREET, IN THE TOP
 AW1135'OF THE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A LARGE CULVERT,
 AW1135'8.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.0 FEET SOUTHWEST OF A
 AW1135'CYCLONE FENCE ENCLOSING HUGHES TOOL COMPANY PARKING LOT, THE CIRCLE IS
 AW1135'MARKED BY THE LETTERS US. AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 AW1135
 AW1135                          STATION RECOVERY (1976)
 AW1135
 AW1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1135'RECOVERED IN GOOD CONDITION.
 AW1135
 AW1135                          STATION RECOVERY (1976)
 AW1135
 AW1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1135'RECOVERED IN GOOD CONDITION.
 AW1135
 AW1135                          STATION RECOVERY (1978)
 AW1135
 AW1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1135'RECOVERED IN GOOD CONDITION.
 AW1135
 AW1135                          STATION RECOVERY (1983)
 AW1135
 AW1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1135'RECOVERED IN GOOD CONDITION.
 AW1135
 AW1135                          STATION RECOVERY (1987)
 AW1135
 AW1135'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW1135'MARK NOT FOUND.
 AW1135
 AW1135                          STATION RECOVERY (1987)
 AW1135
 AW1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1135'RECOVERED IN GOOD CONDITION.
 AW1135
 AW1135                          STATION RECOVERY (1988)
 AW1135
 AW1135'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1135'MARK NOT FOUND.
 AW1135
 AW1135                          STATION RECOVERY (2004)
 AW1135
 AW1135'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1135'MARK NOT FOUND.
 AW1135
 AW1135                          STATION RECOVERY (2005)
 AW1135
 AW1135'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1135'NO CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0235 ***********************************************************************
 BN0235  DESIGNATION -  M 80
 BN0235  PID         -  BN0235
 BN0235  STATE/COUNTY-  TX/MASON
 BN0235  USGS QUAD   -  GRIT (1970)
 BN0235
 BN0235                         *CURRENT SURVEY CONTROL
 BN0235  ___________________________________________________________________
 BN0235* NAD 83(1986)-  30 47 02.     (N)    099 15 02.     (W)     SCALED    
 BN0235* NAVD 88     -       495.343  (meters)    1625.14   (feet)  ADJUSTED  
 BN0235  ___________________________________________________________________
 BN0235  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 BN0235  DYNAMIC HT  -         494.665 (meters)    1622.91  (feet)  COMP
 BN0235  MODELED GRAV-     979,258.1   (mgal)                       NAVD 88
 BN0235
 BN0235  VERT ORDER  -  FIRST     CLASS II
 BN0235
 BN0235.The horizontal coordinates were scaled from a topographic map and have
 BN0235.an estimated accuracy of +/- 6 seconds.
 BN0235
 BN0235.The orthometric height was determined by differential leveling
 BN0235.and adjusted by the National Geodetic Survey in June 1991..
 BN0235
 BN0235.The geoid height was determined by GEOID03.
 BN0235
 BN0235.The dynamic height is computed by dividing the NAVD 88
 BN0235.geopotential number by the normal gravity value computed on the
 BN0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0235.degrees latitude (g = 980.6199 gals.).
 BN0235
 BN0235.The modeled gravity was interpolated from observed gravity values.
 BN0235
 BN0235;                    North         East    Units  Estimated Accuracy
 BN0235;SPC TX C     - 3,124,350.      803,630.      MT  (+/- 180 meters Scaled)
 BN0235
 BN0235                          SUPERSEDED SURVEY CONTROL
 BN0235
 BN0235  NGVD 29 (??/??/92)  495.278  (m)         1624.92   (f) ADJ UNCH    1 2
 BN0235
 BN0235.Superseded values are not recommended for survey control.
 BN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0235.See file dsdata.txt to determine how the superseded data were derived.
 BN0235
 BN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV760056(NAD 83)
 BN0235_MARKER: DB = BENCH MARK DISK
 BN0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0235_STAMPING: M 80 1931
 BN0235_MARK LOGO: CGS   
 BN0235_PROJECTION: PROJECTING 5 CENTIMETERS
 BN0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0235+STABILITY: SURFACE MOTION
 BN0235
 BN0235  HISTORY     - Date     Condition        Report By
 BN0235  HISTORY     - 1931     MONUMENTED       CGS
 BN0235  HISTORY     - 1953     GOOD             NGS
 BN0235  HISTORY     - 1982     GOOD             NGS
 BN0235  HISTORY     - 19960213 GOOD             USPSQD
 BN0235  HISTORY     - 20060314 MARK NOT FOUND   USPSQD
 BN0235
 BN0235                          STATION DESCRIPTION
 BN0235
 BN0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0235'2.9 MI N FROM MASON.
 BN0235'2.9 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT MASON, 80
 BN0235'YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, 56 FEET WEST OF THE
 BN0235'CENTER LINE OF OLD U.S. HIGHWAY 87, 30 FEET SOUTH OF THE CENTER LINE
 BN0235'OF A PRIVATE TRACK ROAD, 38 FEET SOUTH OF A FENCE , 2 FEET SOUTHEAST
 BN0235'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BN0235'0.2 FOOT ABOVE THE GROUND.
 BN0235
 BN0235                          STATION RECOVERY (1982)
 BN0235
 BN0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0235'5.0 KM (3.1 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 BN0235'MASON, SET ACROSS THE HIGHWAY FROM AN ABANDON HOUSE, 73.1 METERS
 BN0235'(240 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 17.0 METERS (56.0 FT)
 BN0235'WEST OF THE CENTERLINE OF OLD HIGHWAY 87, AND 9.1 METERS (30.0 FT)
 BN0235'SOUTH OF THE CENTER OF A PASTURE ROAD.
 BN0235'THE MARK IS 0.3 M BELOW HIGHWAY.
 BN0235
 BN0235                          STATION RECOVERY (1996)
 BN0235
 BN0235'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0235'RECOVERED IN GOOD CONDITION.
 BN0235
 BN0235                          STATION RECOVERY (2006)
 BN0235
 BN0235'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0235'LAT. LON. WOULD PUT MARK ON PRIVATE PROPERTY.  DID NOT HAVE NAME TO
 BN0235'GET PERMISSION TO SEARCH FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4255 ***********************************************************************
 AW4255  DESIGNATION -  M 800
 AW4255  PID         -  AW4255
 AW4255  STATE/COUNTY-  TX/FORT BEND
 AW4255  USGS QUAD   -  KENDLETON (1981)
 AW4255
 AW4255                         *CURRENT SURVEY CONTROL
 AW4255  ___________________________________________________________________
 AW4255* NAD 83(1986)-  29 26 36.     (N)    095 57 43.     (W)     SCALED    
 AW4255* NAVD 88     -        29.41   (+/-2cm)      96.5    (feet)  VERTCON   
 AW4255  ___________________________________________________________________
 AW4255  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW4255
 AW4255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4255
 AW4255.The horizontal coordinates were scaled from a topographic map and have
 AW4255.an estimated accuracy of +/- 6 seconds.
 AW4255
 AW4255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4255.The vertical order pertains to the NGVD 29 superseded value.
 AW4255
 AW4255.The geoid height was determined by GEOID03.
 AW4255
 AW4255;                    North         East    Units  Estimated Accuracy
 AW4255;SPC TXSC     - 4,182,260.      894,680.      MT  (+/- 180 meters Scaled)
 AW4255
 AW4255                          SUPERSEDED SURVEY CONTROL
 AW4255
 AW4255  NGVD 29 (??/??/92)   29.41   (m)           96.5    (f) COMPUTED    2 0
 AW4255
 AW4255.Superseded values are not recommended for survey control.
 AW4255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4255.See file dsdata.txt to determine how the superseded data were derived.
 AW4255
 AW4255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN126607(NAD 83)
 AW4255_MARKER: DB = BENCH MARK DISK
 AW4255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4255_STAMPING: M 800 1943
 AW4255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4255+STABILITY: SURFACE MOTION
 AW4255
 AW4255  HISTORY     - Date     Condition        Report By
 AW4255  HISTORY     - 1943     MONUMENTED       CGS
 AW4255  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4255  HISTORY     - 19980207 GOOD             USPSQD
 AW4255
 AW4255                          STATION DESCRIPTION
 AW4255
 AW4255'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4255'2.35 MI SE FROM KENDLETON.
 AW4255'TO REACH FROM THE KENDLETON NEGRO SCHOOL NO.2 (0.75 MILE NORTHEAST OF
 AW4255'THE RAILROAD STATION AT KENDLETON), PROCEED 1.6 MILES SOUTHEASTERLY
 AW4255'ALONG A COUNTY DIRT ROAD TO A WHITE FRAME FARM HOUSE AND SITE OF BENCH
 AW4255'MARK.  BENCH MARK IS AT A FENCE CORNER.  IT IS 53.0 FEET SOUTHWEST OF
 AW4255'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 36.6 FEET EAST OF
 AW4255'THE EAST CORNER OF A FRAME FARM HOUSE, 1.2 FOOT NORTHWEST OF A FENCE
 AW4255'CORNER POST.  MONUMENT IS 1.9 FOOT SOUTHEAST OF A 4X4 INCH WHITE
 AW4255'WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND, AND SET IN
 AW4255'A CONCRETE POST.
 AW4255
 AW4255                          STATION RECOVERY (1995)
 AW4255
 AW4255'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4255'MARK NOT FOUND.
 AW4255
 AW4255                          STATION RECOVERY (1998)
 AW4255
 AW4255'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4377 ***********************************************************************
 AW4377  DESIGNATION -  M 801
 AW4377  PID         -  AW4377
 AW4377  STATE/COUNTY-  TX/MATAGORDA
 AW4377  USGS QUAD   -  DANCIGER (1980)
 AW4377
 AW4377                         *CURRENT SURVEY CONTROL
 AW4377  ___________________________________________________________________
 AW4377* NAD 83(1986)-  29 10 57.     (N)    095 50 50.     (W)     SCALED    
 AW4377* NAVD 88     -        15.80   (+/-2cm)      51.8    (feet)  VERTCON   
 AW4377  ___________________________________________________________________
 AW4377  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW4377
 AW4377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4377
 AW4377.The horizontal coordinates were scaled from a topographic map and have
 AW4377.an estimated accuracy of +/- 6 seconds.
 AW4377
 AW4377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4377.The vertical order pertains to the NGVD 29 superseded value.
 AW4377
 AW4377.The geoid height was determined by GEOID03.
 AW4377
 AW4377;                    North         East    Units  Estimated Accuracy
 AW4377;SPC TXSC     - 4,153,660.      906,580.      MT  (+/- 180 meters Scaled)
 AW4377
 AW4377                          SUPERSEDED SURVEY CONTROL
 AW4377
 AW4377  NGVD 29 (??/??/92)   15.815  (m)           51.89   (f) ADJ UNCH    2 0
 AW4377
 AW4377.Superseded values are not recommended for survey control.
 AW4377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4377.See file dsdata.txt to determine how the superseded data were derived.
 AW4377
 AW4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN231315(NAD 83)
 AW4377_MARKER: DB = BENCH MARK DISK
 AW4377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4377_STAMPING: M 801 1943
 AW4377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4377+STABILITY: SURFACE MOTION
 AW4377
 AW4377  HISTORY     - Date     Condition        Report By
 AW4377  HISTORY     - 1943     MONUMENTED       CGS
 AW4377  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4377
 AW4377                          STATION DESCRIPTION
 AW4377
 AW4377'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4377'5.0 MI E FROM PLEDGER.
 AW4377'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED EASTERLY
 AW4377'5.0 MILES ALONG PLEDGER-WEST COLUMBIA ROAD TO SITE OF BENCH MARK.
 AW4377'BENCH MARK IS ABOUT 0.7 MILE WEST OF THE BRAZORIA-MATAGORDA COUNTY
 AW4377'LINE, 55.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 48.0
 AW4377'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AW4377'ROAD, 35.0 FEET EAST OF THE CENTERLINE OF A DRIVEWAY TO HOUSE, 16.0
 AW4377'FEET EAST OF A POWER POLE CARRYING LEAD WIRES TO HOUSE, 7.0 FEET EAST
 AW4377'OF A T FENCE CORNER AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER
 AW4377'POST.  MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4377
 AW4377                          STATION RECOVERY (1999)
 AW4377
 AW4377'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4378 ***********************************************************************
 AW4378  DESIGNATION -  M 801 RESET 1961
 AW4378  PID         -  AW4378
 AW4378  STATE/COUNTY-  TX/MATAGORDA
 AW4378  USGS QUAD   -  DANCIGER (1980)
 AW4378
 AW4378                         *CURRENT SURVEY CONTROL
 AW4378  ___________________________________________________________________
 AW4378* NAD 83(1986)-  29 10 57.     (N)    095 50 50.     (W)     SCALED    
 AW4378* NAVD 88     -        15.64   (+/-2cm)      51.3    (feet)  VERTCON   
 AW4378  ___________________________________________________________________
 AW4378  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW4378
 AW4378  VERT ORDER  -  THIRD (See Below)
 AW4378
 AW4378.The horizontal coordinates were scaled from a topographic map and have
 AW4378.an estimated accuracy of +/- 6 seconds.
 AW4378
 AW4378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4378.The vertical order pertains to the NGVD 29 superseded value.
 AW4378
 AW4378.The geoid height was determined by GEOID03.
 AW4378
 AW4378;                    North         East    Units  Estimated Accuracy
 AW4378;SPC TXSC     - 4,153,660.      906,580.      MT  (+/- 180 meters Scaled)
 AW4378
 AW4378                          SUPERSEDED SURVEY CONTROL
 AW4378
 AW4378  NGVD 29 (01/29/03)   15.65   (m)           51.3    (f) RESET       3  
 AW4378
 AW4378.Superseded values are not recommended for survey control.
 AW4378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4378.See file dsdata.txt to determine how the superseded data were derived.
 AW4378
 AW4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN231315(NAD 83)
 AW4378_MARKER: DD = SURVEY DISK
 AW4378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4378_STAMPING: M 801 RESET 1961
 AW4378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4378+STABILITY: SURFACE MOTION
 AW4378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4378+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4378
 AW4378  HISTORY     - Date     Condition        Report By
 AW4378  HISTORY     - 1961     MONUMENTED       TXHD
 AW4378  HISTORY     - 20041118 GOOD             USPSQD
 AW4378
 AW4378                          STATION DESCRIPTION
 AW4378
 AW4378'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AW4378'5.6 MI E FROM PLEDGER.
 AW4378'TO REACH FROM CENTERLINE OF T AND NO RAILROAD CROSSING AT PLEDGER,
 AW4378'PROCEED EASTERLY 4.9 MILES ALONG FM HIGHWAY 1301 TO SITE OF BENCH
 AW4378'MARK.  BENCH MARK IS ABOUT 0.7 MILE WEST OF THE BRAZORIA-MATAGORDA
 AW4378'COUNTY LINE, 42 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 AW4378'58.0 FEET SOUTH OF AND 1.8 FEET BELOW THE CENTERLINE OF THE ROAD, 32.0
 AW4378'FEET EAST OF THE CENTERLINE OF A DRIVEWAY TO HOUSE, 6.5 FEET EAST OF
 AW4378'POWER POLE CARRYING LEAD WIRES TO HOUSE 5.0 FEET EAST OF A FENCE
 AW4378'CORNER.  MONUMENT PROJECTS ABOUT 0.4 FOOT, AND IS SET IN A CONCRETE
 AW4378'POST.
 AW4378
 AW4378                          STATION RECOVERY (2004)
 AW4378
 AW4378'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4402 ***********************************************************************
 AW4402  DESIGNATION -  M 802
 AW4402  PID         -  AW4402
 AW4402  STATE/COUNTY-  TX/BRAZORIA
 AW4402  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4402
 AW4402                         *CURRENT SURVEY CONTROL
 AW4402  ___________________________________________________________________
 AW4402* NAD 83(1986)-  29 12 02.     (N)    095 36 20.     (W)     SCALED    
 AW4402* NAVD 88     -        11.38   (+/-2cm)      37.3    (feet)  VERTCON   
 AW4402  ___________________________________________________________________
 AW4402  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW4402
 AW4402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4402
 AW4402.The horizontal coordinates were scaled from a topographic map and have
 AW4402.an estimated accuracy of +/- 6 seconds.
 AW4402
 AW4402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4402.The vertical order pertains to the NGVD 29 superseded value.
 AW4402
 AW4402.The geoid height was determined by GEOID03.
 AW4402
 AW4402;                    North         East    Units  Estimated Accuracy
 AW4402;SPC TXSC     - 4,156,310.      930,020.      MT  (+/- 180 meters Scaled)
 AW4402
 AW4402                          SUPERSEDED SURVEY CONTROL
 AW4402
 AW4402  NGVD 29 (??/??/92)   11.392  (m)           37.38   (f) ADJ UNCH    2 0
 AW4402
 AW4402.Superseded values are not recommended for survey control.
 AW4402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4402.See file dsdata.txt to determine how the superseded data were derived.
 AW4402
 AW4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN466330(NAD 83)
 AW4402_MARKER: DB = BENCH MARK DISK
 AW4402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4402_SP_SET: CULVERT
 AW4402_STAMPING: M 802 1943
 AW4402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4402+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW4402
 AW4402  HISTORY     - Date     Condition        Report By
 AW4402  HISTORY     - 1943     MONUMENTED       CGS
 AW4402  HISTORY     - 19980305 GOOD             USPSQD
 AW4402  HISTORY     - 20041109 GOOD             USPSQD
 AW4402
 AW4402                          STATION DESCRIPTION
 AW4402
 AW4402'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4402'5.0 MI N FROM EAST COLUMBIA.
 AW4402'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4402'COLUMBIA.  PROCEED NORTHERLY 5.0 MILES ALONG CONCRETE ROAD TO A LARGE
 AW4402'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS 160.0 FEET
 AW4402'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE HOUSE ON EAST SIDE OF
 AW4402'ROAD, 70.0 FEET NORTH OF A POWER LINE POLE WITH TRANSFORMER, 16.0 FEET
 AW4402'EAST OF AND ABOUT 0.6 FOOT ABOVE THE CENTERLINE OF THE CONCRETE ROAD
 AW4402'AND IS SET HORIZONTALLY IN THE TOP NORTH END OF THE EAST HEADWALL OF
 AW4402'THE CONCRETE CULVERT.
 AW4402
 AW4402                          STATION RECOVERY (1998)
 AW4402
 AW4402'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4402'RECOVERED IN GOOD CONDITION.
 AW4402
 AW4402                          STATION RECOVERY (2004)
 AW4402
 AW4402'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4416 ***********************************************************************
 AW4416  DESIGNATION -  M 803
 AW4416  PID         -  AW4416
 AW4416  STATE/COUNTY-  TX/BRAZORIA
 AW4416  USGS QUAD   -  OTEY (1980)
 AW4416
 AW4416                         *CURRENT SURVEY CONTROL
 AW4416  ___________________________________________________________________
 AW4416* NAD 83(1986)-  29 17 13.     (N)    095 35 36.     (W)     SCALED    
 AW4416* NAVD 88     -        15.78   (+/-2cm)      51.8    (feet)  VERTCON   
 AW4416  ___________________________________________________________________
 AW4416  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW4416
 AW4416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4416
 AW4416.The horizontal coordinates were scaled from a topographic map and have
 AW4416.an estimated accuracy of +/- 6 seconds.
 AW4416
 AW4416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4416.The vertical order pertains to the NGVD 29 superseded value.
 AW4416
 AW4416.The geoid height was determined by GEOID03.
 AW4416
 AW4416;                    North         East    Units  Estimated Accuracy
 AW4416;SPC TXSC     - 4,165,920.      930,930.      MT  (+/- 180 meters Scaled)
 AW4416
 AW4416                          SUPERSEDED SURVEY CONTROL
 AW4416
 AW4416  NGVD 29 (??/??/92)   15.79   (m)           51.8    (f) COMPUTED    2 0
 AW4416
 AW4416.Superseded values are not recommended for survey control.
 AW4416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4416.See file dsdata.txt to determine how the superseded data were derived.
 AW4416
 AW4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN480425(NAD 83)
 AW4416_MARKER: DB = BENCH MARK DISK
 AW4416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4416_STAMPING: M 803 1943
 AW4416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4416+STABILITY: SURFACE MOTION
 AW4416
 AW4416  HISTORY     - Date     Condition        Report By
 AW4416  HISTORY     - 1943     MONUMENTED       CGS
 AW4416  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4416
 AW4416                          STATION DESCRIPTION
 AW4416
 AW4416'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4416'10.2 MI E FROM DAMON.
 AW4416'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHERLY 1.5 MILES
 AW4416'ALONG STATE HIGHWAY NO. 36, THENCE EASTERLY 7.0 MILES ALONG DIRT ROAD
 AW4416'TO A T ROAD INTERSECTION AT END OF CONCRETE ROAD LEADING SOUTH, THENCE
 AW4416'NORTHERLY 0.7 MILE TO FARM HOUSE, THENCE EASTERLY 0.95 MILE ALONG DIM
 AW4416'TRACK ROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.35 MILE WEST
 AW4416'OF THE WEST BANK OF THE BRAZOS RIVER, 67.0 FEET EAST OF A VERY LARGE
 AW4416'TREE IN FENCE LINE, 24.0 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 AW4416'ROAD AT A CURVE LEADING AWAY FROM FENCE, 3.0 FEET EAST OF A 4 BY 4
 AW4416'INCH WOODEN MARKER POST AND 1.5 FEET NORTH OF THE FENCE. MONUMENT
 AW4416'PROJECTS 0.5 FOOT, AND SET IN A CONCRETE POST.  NOTE-- (ALSO ABOUT
 AW4416'10.8 MILES WEST AND ACROSS BRAZOS RIVER FROM BONNEY).
 AW4416
 AW4416                          STATION RECOVERY (1989)
 AW4416
 AW4416'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4667 ***********************************************************************
 AW4667  DESIGNATION -  M 804
 AW4667  PID         -  AW4667
 AW4667  STATE/COUNTY-  TX/HARRIS
 AW4667  USGS QUAD   -  CLODINE (1995)
 AW4667
 AW4667                         *CURRENT SURVEY CONTROL
 AW4667  ___________________________________________________________________
 AW4667* NAD 83(1986)-  29 41 48.     (N)    095 38 03.     (W)     SCALED    
 AW4667* NAVD 88     -        27.66   (+/-2cm)      90.7    (feet)  VERTCON   
 AW4667  ___________________________________________________________________
 AW4667  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW4667
 AW4667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4667
 AW4667.The horizontal coordinates were scaled from a topographic map and have
 AW4667.an estimated accuracy of +/- 6 seconds.
 AW4667
 AW4667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4667.The vertical order pertains to the NGVD 29 superseded value.
 AW4667
 AW4667.The geoid height was determined by GEOID03.
 AW4667
 AW4667;                    North         East    Units  Estimated Accuracy
 AW4667;SPC TXSC     - 4,211,190.      925,660.      MT  (+/- 180 meters Scaled)
 AW4667
 AW4667                          SUPERSEDED SURVEY CONTROL
 AW4667
 AW4667  NGVD 29 (??/??/92)   27.650  (m)           90.72   (f) ADJ UNCH    2 0
 AW4667
 AW4667.Superseded values are not recommended for survey control.
 AW4667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4667.See file dsdata.txt to determine how the superseded data were derived.
 AW4667
 AW4667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN451880(NAD 83)
 AW4667_MARKER: DB = BENCH MARK DISK
 AW4667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4667_STAMPING: M 804 1943
 AW4667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4667+STABILITY: SURFACE MOTION
 AW4667
 AW4667  HISTORY     - Date     Condition        Report By
 AW4667  HISTORY     - 1943     MONUMENTED       CGS
 AW4667  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW4667  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW4667  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW4667
 AW4667                          STATION DESCRIPTION
 AW4667
 AW4667'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4667'6.45 MI S FROM ADDICKS.
 AW4667'TO REACH FROM THE ADDICKS SCHOOL AT ADDICKS-- PROCEED 4.85 MILES
 AW4667'SOUTHERLY ALONG THE ADDICKS-HOWELL ROAD TO THE WESTHEIMER ROAD
 AW4667'INTERSECTION, THENCE 0.6 MILE EASTERLY TO THE HOWELL-SUGARLAND ROAD
 AW4667'INTERSECTION LEADING SOUTH, THENCE 1.0 MILE SOUTHERLY TO SITE OF BENCH
 AW4667'MARK.  BENCH MARK IS DIRECTLY ACROSS THE ROAD FROM A PRIVATE ROAD
 AW4667'INTERSECTION LEADING EAST TO A FARM HOUSE, AND 30.0 FEET WEST OF AND
 AW4667'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD.  IT IS 1.0 FOOT WEST OF
 AW4667'THE RIGHT-OF-WAY FENCE, 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AW4667'POST.  MONUMENT PROJECTS 0.2 FOOT.  A STANDARD DISK, STAMPED M 804
 AW4667'1943 AND SET IN THE TOP OF A CONCRETE POST.
 AW4667
 AW4667                          STATION RECOVERY (1970)
 AW4667
 AW4667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW4667'MARK NOT FOUND.
 AW4667
 AW4667                          STATION RECOVERY (1994)
 AW4667
 AW4667'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4667'MARK NOT FOUND.
 AW4667
 AW4667                          STATION RECOVERY (2004)
 AW4667
 AW4667'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4667'CLEARED LAND WITN NEW HOUSES AND STREETS GOING IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0579 ***********************************************************************
 BM0579  DESIGNATION -  M 804
 BM0579  PID         -  BM0579
 BM0579  STATE/COUNTY-  TX/TRAVIS
 BM0579  USGS QUAD   -  AUSTIN EAST (1988)
 BM0579
 BM0579                         *CURRENT SURVEY CONTROL
 BM0579  ___________________________________________________________________
 BM0579* NAD 83(1986)-  30 15 53.     (N)    097 44 29.     (W)     SCALED    
 BM0579* NAVD 88     -       143.888  (meters)     472.07   (feet)  ADJUSTED  
 BM0579  ___________________________________________________________________
 BM0579  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0579  DYNAMIC HT  -         143.691 (meters)     471.43  (feet)  COMP
 BM0579  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 BM0579
 BM0579  VERT ORDER  -  FIRST     CLASS II
 BM0579
 BM0579.The horizontal coordinates were scaled from a topographic map and have
 BM0579.an estimated accuracy of +/- 6 seconds.
 BM0579
 BM0579.The orthometric height was determined by differential leveling
 BM0579.and adjusted by the National Geodetic Survey in June 1991..
 BM0579
 BM0579.The geoid height was determined by GEOID03.
 BM0579
 BM0579.The dynamic height is computed by dividing the NAVD 88
 BM0579.geopotential number by the normal gravity value computed on the
 BM0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0579.degrees latitude (g = 980.6199 gals.).
 BM0579
 BM0579.The modeled gravity was interpolated from observed gravity values.
 BM0579
 BM0579;                    North         East    Units  Estimated Accuracy
 BM0579;SPC TX C     - 3,069,200.      949,390.      MT  (+/- 180 meters Scaled)
 BM0579
 BM0579                          SUPERSEDED SURVEY CONTROL
 BM0579
 BM0579  NGVD 29 (??/??/92)  143.801  (m)          471.79   (f) ADJ UNCH    1 2
 BM0579
 BM0579.Superseded values are not recommended for survey control.
 BM0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0579.See file dsdata.txt to determine how the superseded data were derived.
 BM0579
 BM0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU210487(NAD 83)
 BM0579_MARKER: DB = BENCH MARK DISK
 BM0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0579_SP_SET: STEP
 BM0579_STAMPING: M 804 1953
 BM0579_MARK LOGO: CGS   
 BM0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0579
 BM0579  HISTORY     - Date     Condition        Report By
 BM0579  HISTORY     - 1953     MONUMENTED       CGS
 BM0579  HISTORY     - 1980     GOOD             NGS
 BM0579  HISTORY     - 1990     GOOD             USPSQD
 BM0579  HISTORY     - 19950624 GOOD             USPSQD
 BM0579  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM0579  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0579
 BM0579                          STATION DESCRIPTION
 BM0579
 BM0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0579'IN AUSTIN.
 BM0579'AT AUSTIN, 2 BLOCKS EAST OF THE TEXAS AND NEW ORLEANS RAILROAD
 BM0579'STATION, 41 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 62 FEET
 BM0579'EAST OF THE SOUTHWEST CORNER OF THE JOHN BREMOND WHOLESALE GROCERY
 BM0579'BUILDING, 10 FEET SOUTHWEST OF THE CENTER OF A DOOR, 2 FEET ABOVE THE
 BM0579'PAVEMENT, SET IN THE TOP OF THE SOUTH END OF THE 3RD CONCRETE STEP
 BM0579'ABOVE THE PAVEMENT.  18 FEET NORTH OF THE NORTH CURB OF EAST 3RD
 BM0579'STREET.
 BM0579
 BM0579                          STATION RECOVERY (1980)
 BM0579
 BM0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0579'IN AUSTIN, 0.55 KM (0.35 MI) WEST ALONG EAST THIRD STREET FROM THE
 BM0579'JUNCTION OF INTERSTATE 35, AT THE NORTHEAST CORNER OF THE INTERSECTION
 BM0579'OF SAN JACINTO STREET, IN TOP OF THE THIRD STEP AT THE SOUTH ENTRANCE
 BM0579'TO THE AUSTIN AUTOMOTIVE WAREHOUSE BUILDING, 16.9 METERS (55.5 FT)
 BM0579'NORTH OF THE NORTH RAIL OF THE SOUTHERN PACIFIC RAILROAD, 18.9 METERS
 BM0579'(62.0 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 3.0 METERS
 BM0579'(10.0 FT) SOUTHWEST OF THE CENTER OF THE DOOR AT THE ENTRANCE.
 BM0579'THE MARK IS 0.6 M ABOVE EAST THIRD STREET.
 BM0579
 BM0579                          STATION RECOVERY (1990)
 BM0579
 BM0579'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0579'RECOVERED IN GOOD CONDITION.
 BM0579
 BM0579                          STATION RECOVERY (1995)
 BM0579
 BM0579'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0579'RECOVERED IN GOOD CONDITION.
 BM0579
 BM0579                          STATION RECOVERY (2001)
 BM0579
 BM0579'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM0579'MARK NOT FOUND.
 BM0579
 BM0579                          STATION RECOVERY (2003)
 BM0579
 BM0579'RECOVERY NOTE BY US POWER SQUADRON 2003 (TSC)
 BM0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3369 ***********************************************************************
 AW3369  DESIGNATION -  M 805
 AW3369  PID         -  AW3369
 AW3369  STATE/COUNTY-  TX/HARRIS
 AW3369  USGS QUAD   -  BELLAIRE (1995)
 AW3369
 AW3369                         *CURRENT SURVEY CONTROL
 AW3369  ___________________________________________________________________
 AW3369* NAD 83(1986)-  29 38 11.     (N)    095 29 34.     (W)     SCALED    
 AW3369* NAVD 88     -        21.23   (+/-2cm)      69.7    (feet)  VERTCON   
 AW3369  ___________________________________________________________________
 AW3369  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW3369
 AW3369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3369
 AW3369.The horizontal coordinates were scaled from a topographic map and have
 AW3369.an estimated accuracy of +/- 6 seconds.
 AW3369
 AW3369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3369.The vertical order pertains to the NGVD 29 superseded value.
 AW3369
 AW3369.The geoid height was determined by GEOID03.
 AW3369
 AW3369;                    North         East    Units  Estimated Accuracy
 AW3369;SPC TXSC     - 4,204,920.      939,530.      MT  (+/- 180 meters Scaled)
 AW3369
 AW3369                          SUPERSEDED SURVEY CONTROL
 AW3369
 AW3369  NGVD 29 (??/??/92)   21.222  (m)           69.63   (f) ADJ UNCH    2 0
 AW3369
 AW3369.Superseded values are not recommended for survey control.
 AW3369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3369.See file dsdata.txt to determine how the superseded data were derived.
 AW3369
 AW3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN586810(NAD 83)
 AW3369_MARKER: DB = BENCH MARK DISK
 AW3369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3369_SP_SET: DRAIN PIPE
 AW3369_STAMPING: M 805 1943
 AW3369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3369
 AW3369  HISTORY     - Date     Condition        Report By
 AW3369  HISTORY     - 1943     MONUMENTED       CGS
 AW3369
 AW3369                          STATION DESCRIPTION
 AW3369
 AW3369'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW3369'3.05 MI E FROM MISSOURI CITY.
 AW3369'TO REACH FROM THE HIGH SCHOOL AT MISSOURI CITY-- PROCEED 3.05 MILES
 AW3369'EASTERLY ALONG U.S. HIGHWAY NO. 59 TO SITE OF BENCH MARK.  BENCH MARK
 AW3369'IS SET HORIZONTALLY IN THE NORTH END OF THE EAST HEAD WALL OF A
 AW3369'CONCRETE DRAIN PIPE BETWEEN THE NORTH AND SOUTH LANE OF HIGHWAY.  IT
 AW3369'IS 27.5 FEET EAST OF THE CENTERLINE OF THE BLUE RIDGE ROAD
 AW3369'INTERSECTION LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0515 ***********************************************************************
 BM0515  DESIGNATION -  M 805
 BM0515  PID         -  BM0515
 BM0515  STATE/COUNTY-  TX/BASTROP
 BM0515  USGS QUAD   -  ELGIN EAST (1982)
 BM0515
 BM0515                         *CURRENT SURVEY CONTROL
 BM0515  ___________________________________________________________________
 BM0515* NAD 83(1986)-  30 19 59.     (N)    097 20 01.     (W)     SCALED    
 BM0515* NAVD 88     -       163.05   (+/-2cm)     534.9    (feet)  VERTCON   
 BM0515  ___________________________________________________________________
 BM0515  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0515
 BM0515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0515
 BM0515.The horizontal coordinates were scaled from a topographic map and have
 BM0515.an estimated accuracy of +/- 6 seconds.
 BM0515
 BM0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0515.The vertical order pertains to the NGVD 29 superseded value.
 BM0515
 BM0515.The geoid height was determined by GEOID03.
 BM0515
 BM0515;                    North         East    Units  Estimated Accuracy
 BM0515;SPC TX C     - 3,077,760.      988,410.      MT  (+/- 180 meters Scaled)
 BM0515
 BM0515                          SUPERSEDED SURVEY CONTROL
 BM0515
 BM0515  NGVD 29 (??/??/92)  162.980  (m)          534.71   (f) ADJ UNCH    2 0
 BM0515
 BM0515.Superseded values are not recommended for survey control.
 BM0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0515.See file dsdata.txt to determine how the superseded data were derived.
 BM0515
 BM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU601568(NAD 83)
 BM0515_MARKER: DB = BENCH MARK DISK
 BM0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0515_STAMPING: M 805 1953
 BM0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0515+STABILITY: SURFACE MOTION
 BM0515
 BM0515  HISTORY     - Date     Condition        Report By
 BM0515  HISTORY     - 1953     MONUMENTED       CGS
 BM0515  HISTORY     - 1957     MARK NOT FOUND   USGS
 BM0515
 BM0515                          STATION DESCRIPTION
 BM0515
 BM0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0515'2.5 MI E FROM ELGIN.
 BM0515'2.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0515'STATION AT ELGIN, 4 POLES WEST OF MILEPOST 85, 56.3 FEET NORTHWEST OF
 BM0515'THE NORTHWEST RAIL, 81 FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD,
 BM0515'13.2 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A WITNESS
 BM0515'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 BM0515'THE GROUND.  NOTE-- THE TEXAS AND NEW ORLEANS RAILROAD IS NOW THE
 BM0515'SOUTHERN PACIFIC RAILROAD.
 BM0515
 BM0515                          STATION RECOVERY (1957)
 BM0515
 BM0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BM0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0423 ***********************************************************************
 BM0423  DESIGNATION -  M 806
 BM0423  PID         -  BM0423
 BM0423  STATE/COUNTY-  TX/BASTROP
 BM0423  USGS QUAD   -  LAKE BASTROP (1982)
 BM0423
 BM0423                         *CURRENT SURVEY CONTROL
 BM0423  ___________________________________________________________________
 BM0423* NAD 83(1986)-  30 08 36.     (N)    097 20 13.     (W)     SCALED    
 BM0423* NAVD 88     -       134.96   (+/-2cm)     442.8    (feet)  VERTCON   
 BM0423  ___________________________________________________________________
 BM0423  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0423
 BM0423  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0423
 BM0423.The horizontal coordinates were scaled from a topographic map and have
 BM0423.an estimated accuracy of +/- 6 seconds.
 BM0423
 BM0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0423.The vertical order pertains to the NGVD 29 superseded value.
 BM0423
 BM0423.The geoid height was determined by GEOID03.
 BM0423
 BM0423;                    North         East    Units  Estimated Accuracy
 BM0423;SPC TX C     - 3,056,730.      988,660.      MT  (+/- 180 meters Scaled)
 BM0423
 BM0423                          SUPERSEDED SURVEY CONTROL
 BM0423
 BM0423  NGVD 29 (??/??/92)  134.893  (m)          442.56   (f) ADJ UNCH    1 2
 BM0423
 BM0423.Superseded values are not recommended for survey control.
 BM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0423.See file dsdata.txt to determine how the superseded data were derived.
 BM0423
 BM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU601358(NAD 83)
 BM0423_MARKER: DB = BENCH MARK DISK
 BM0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0423_STAMPING: M 806 1953
 BM0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0423+STABILITY: SURFACE MOTION
 BM0423
 BM0423  HISTORY     - Date     Condition        Report By
 BM0423  HISTORY     - 1953     MONUMENTED       CGS
 BM0423  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0423
 BM0423                          STATION DESCRIPTION
 BM0423
 BM0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0423'3.6 MI NW FROM BASTROP.
 BM0423'3.6 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0423'THE STATION AT BASTROP, 85 FEET WEST OF THE 10TH POLE SOUTH OF
 BM0423'MILEPOST 950, 43 FEET WEST OF THE WEST RAIL, 113 FEET NORTH OF A FENCE
 BM0423'CORNER, 12 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE,
 BM0423'2.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BM0423'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0423
 BM0423                          STATION RECOVERY (1999)
 BM0423
 BM0423'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0154 ***********************************************************************
 AY0154  DESIGNATION -  M 807
 AY0154  PID         -  AY0154
 AY0154  STATE/COUNTY-  TX/GUADALUPE
 AY0154  USGS QUAD   -  MC QUEENEY (1994)
 AY0154
 AY0154                         *CURRENT SURVEY CONTROL
 AY0154  ___________________________________________________________________
 AY0154* NAD 83(1986)-  29 32 49.     (N)    098 03 09.     (W)     SCALED    
 AY0154* NAVD 88     -       179.43   (+/-2cm)     588.7    (feet)  VERTCON   
 AY0154  ___________________________________________________________________
 AY0154  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AY0154
 AY0154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0154
 AY0154.The horizontal coordinates were scaled from a topographic map and have
 AY0154.an estimated accuracy of +/- 6 seconds.
 AY0154
 AY0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0154.The vertical order pertains to the NGVD 29 superseded value.
 AY0154
 AY0154.The geoid height was determined by GEOID03.
 AY0154
 AY0154;                    North         East    Units  Estimated Accuracy
 AY0154;SPC TXSC     - 4,190,290.      691,820.      MT  (+/- 180 meters Scaled)
 AY0154
 AY0154                          SUPERSEDED SURVEY CONTROL
 AY0154
 AY0154  NGVD 29 (??/??/92)  179.351  (m)          588.42   (f) ADJ UNCH    2 0
 AY0154
 AY0154.Superseded values are not recommended for survey control.
 AY0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0154.See file dsdata.txt to determine how the superseded data were derived.
 AY0154
 AY0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT917689(NAD 83)
 AY0154_MARKER: DB = BENCH MARK DISK
 AY0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0154_SP_SET: CULVERT
 AY0154_STAMPING: M 807 1943
 AY0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0154
 AY0154  HISTORY     - Date     Condition        Report By
 AY0154  HISTORY     - 1943     MONUMENTED       CGS
 AY0154  HISTORY     - 19880429 MARK NOT FOUND   USPSQD
 AY0154  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0154  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0154  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0154  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0154  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AY0154
 AY0154                          STATION DESCRIPTION
 AY0154
 AY0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0154'5.85 MI W FROM SEGUIN.
 AY0154'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90 AND STATE
 AY0154'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 5.85 MILES WESTERLY ALONG U. S.
 AY0154'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.55 MILE
 AY0154'WEST OF MUEHLSVILLE (A SERVICE STATION AND RESTAURANT), AND 21.0 FEET
 AY0154'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY. IT
 AY0154'IS SET HORIZONTALLY IN THE EAST END OF THE SOUTH HEADWALL OF A
 AY0154'CONCRETE CULVERT.
 AY0154
 AY0154                          STATION RECOVERY (1988)
 AY0154
 AY0154'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0154'MARK NOT FOUND.
 AY0154
 AY0154                          STATION RECOVERY (1989)
 AY0154
 AY0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0154'MARK NOT FOUND.
 AY0154
 AY0154                          STATION RECOVERY (1993)
 AY0154
 AY0154'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0154'MARK NOT FOUND.
 AY0154
 AY0154                          STATION RECOVERY (1999)
 AY0154
 AY0154'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0154'MARK NOT FOUND.
 AY0154
 AY0154                          STATION RECOVERY (2003)
 AY0154
 AY0154'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY0154'MARK NOT FOUND.
 AY0154
 AY0154                          STATION RECOVERY (2005)
 AY0154
 AY0154'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2018 ***********************************************************************
 AX2018  DESIGNATION -  M 809
 AX2018  PID         -  AX2018
 AX2018  STATE/COUNTY-  TX/GUADALUPE
 AX2018  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2018
 AX2018                         *CURRENT SURVEY CONTROL
 AX2018  ___________________________________________________________________
 AX2018* NAD 83(1986)-  29 27 10.     (N)    097 57 39.     (W)     SCALED    
 AX2018* NAVD 88     -       171.99   (+/-2cm)     564.3    (feet)  VERTCON   
 AX2018  ___________________________________________________________________
 AX2018  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AX2018
 AX2018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2018
 AX2018.The horizontal coordinates were scaled from a topographic map and have
 AX2018.an estimated accuracy of +/- 6 seconds.
 AX2018
 AX2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2018.The vertical order pertains to the NGVD 29 superseded value.
 AX2018
 AX2018.The geoid height was determined by GEOID03.
 AX2018
 AX2018;                    North         East    Units  Estimated Accuracy
 AX2018;SPC TXSC     - 4,179,930.      700,800.      MT  (+/- 180 meters Scaled)
 AX2018
 AX2018                          SUPERSEDED SURVEY CONTROL
 AX2018
 AX2018  NGVD 29 (??/??/92)  171.910  (m)          564.01   (f) ADJ UNCH    2 0
 AX2018
 AX2018.Superseded values are not recommended for survey control.
 AX2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2018.See file dsdata.txt to determine how the superseded data were derived.
 AX2018
 AX2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT007586(NAD 83)
 AX2018_MARKER: DB = BENCH MARK DISK
 AX2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2018_STAMPING: M 809 1943
 AX2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2018+STABILITY: SURFACE MOTION
 AX2018
 AX2018  HISTORY     - Date     Condition        Report By
 AX2018  HISTORY     - 1943     MONUMENTED       CGS
 AX2018  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX2018  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2018  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2018
 AX2018                          STATION DESCRIPTION
 AX2018
 AX2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2018'9.95 MI S FROM SEGUIN.
 AX2018'TO REACH FROM THE COURT HOUSE AT SEGUIN-- PROCEED 8.9 MILES SOUTHERLY
 AX2018'ALONG STATE HIGHWAY NO. 123 TO A DIRT SIDE ROAD INTERSECTION LEADING
 AX2018'WEST, THENCE 0.85 MILES WESTERLY TO A SIDE ROAD INTERSECTION LEADING
 AX2018'SOUTH, THENCE 0.2 MILE SOUTHERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AX2018'ABOUT 180.0 FEET NORTH OF A WIRE GATE AND A FARM ROAD INTERSECTION
 AX2018'LEADING EAST TO A NEGRO HUT.  IT IS 27.4 FEET EAST OF AND ABOUT THE
 AX2018'SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 5.2 FEET EAST OF A
 AX2018'FENCE CORNER, 0.7 FOOT NORTH OF A FENCE, AND 5.0 FEET SOUTHEAST OF A
 AX2018'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  A STANDARD
 AX2018'DISK, STAMPED M 809 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AX2018
 AX2018                          STATION RECOVERY (1961)
 AX2018
 AX2018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX2018'MARK NOT FOUND.
 AX2018
 AX2018                          STATION RECOVERY (1993)
 AX2018
 AX2018'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2018'MARK NOT FOUND.
 AX2018
 AX2018                          STATION RECOVERY (1999)
 AX2018
 AX2018'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0122 ***********************************************************************
 BN0122  DESIGNATION -  M 81
 BN0122  PID         -  BN0122
 BN0122  STATE/COUNTY-  TX/GILLESPIE
 BN0122  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0122
 BN0122                         *CURRENT SURVEY CONTROL
 BN0122  ___________________________________________________________________
 BN0122* NAD 83(1986)-  30 18 38.     (N)    098 54 10.     (W)     SCALED    
 BN0122* NAVD 88     -       576.708  (meters)    1892.08   (feet)  ADJUSTED  
 BN0122  ___________________________________________________________________
 BN0122  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 BN0122  DYNAMIC HT  -         575.894 (meters)    1889.41  (feet)  COMP
 BN0122  MODELED GRAV-     979,211.9   (mgal)                       NAVD 88
 BN0122
 BN0122  VERT ORDER  -  FIRST     CLASS II
 BN0122
 BN0122.The horizontal coordinates were scaled from a topographic map and have
 BN0122.an estimated accuracy of +/- 6 seconds.
 BN0122
 BN0122.The orthometric height was determined by differential leveling
 BN0122.and adjusted by the National Geodetic Survey in June 1991..
 BN0122
 BN0122.The geoid height was determined by GEOID03.
 BN0122
 BN0122.The dynamic height is computed by dividing the NAVD 88
 BN0122.geopotential number by the normal gravity value computed on the
 BN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0122.degrees latitude (g = 980.6199 gals.).
 BN0122
 BN0122.The modeled gravity was interpolated from observed gravity values.
 BN0122
 BN0122;                    North         East    Units  Estimated Accuracy
 BN0122;SPC TX C     - 3,072,260.      837,590.      MT  (+/- 180 meters Scaled)
 BN0122
 BN0122                          SUPERSEDED SURVEY CONTROL
 BN0122
 BN0122  NGVD 29 (??/??/92)  576.654  (m)         1891.91   (f) ADJ UNCH    1 2
 BN0122
 BN0122.Superseded values are not recommended for survey control.
 BN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0122.See file dsdata.txt to determine how the superseded data were derived.
 BN0122
 BN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU093532(NAD 83)
 BN0122_MARKER: DB = BENCH MARK DISK
 BN0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0122_STAMPING: M 81 1931
 BN0122_MARK LOGO: CGS   
 BN0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0122+STABILITY: SURFACE MOTION
 BN0122
 BN0122  HISTORY     - Date     Condition        Report By
 BN0122  HISTORY     - 1931     MONUMENTED       CGS
 BN0122  HISTORY     - 1953     GOOD             NGS
 BN0122  HISTORY     - 1982     GOOD             NGS
 BN0122  HISTORY     - 19930721 GOOD             USPSQD
 BN0122  HISTORY     - 19960309 GOOD             USPSQD
 BN0122
 BN0122                          STATION DESCRIPTION
 BN0122
 BN0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0122'3.05 MI NW FROM FREDERICKSBURG.
 BN0122'2.35 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0122'FREDERICKSBURG, THENCE 0.7 MILE NORTHWEST ALONG OLD U. S. HIGHWAY 87,
 BN0122'275 YARDS NORTHEAST OF A PROMINENT BUTTE, 104 YARDS NORTH OF A GATE
 BN0122'ACROSS THE OLD HIGHWAY, 42 FEET WEST OF THE CENTER LINE OF THE OLD
 BN0122'HIGHWAY, 14 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 2
 BN0122'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BN0122'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BN0122
 BN0122                          STATION RECOVERY (1982)
 BN0122
 BN0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0122'RECOVERED IN GOOD CONDITION, WILL NOT BE LEVELED TO, TOO FAR OFF NEW
 BN0122'ROUTE FOR SURVEY LINE.
 BN0122
 BN0122                          STATION RECOVERY (1993)
 BN0122
 BN0122'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0122'RECOVERED IN GOOD CONDITION.
 BN0122
 BN0122                          STATION RECOVERY (1996)
 BN0122
 BN0122'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4269 ***********************************************************************
 AW4269  DESIGNATION -  M 810
 AW4269  PID         -  AW4269
 AW4269  STATE/COUNTY-  TX/FORT BEND
 AW4269  USGS QUAD   -  BOLING (1980)
 AW4269
 AW4269                         *CURRENT SURVEY CONTROL
 AW4269  ___________________________________________________________________
 AW4269* NAD 83(1986)-  29 21 28.     (N)    095 53 53.     (W)     SCALED    
 AW4269* NAVD 88     -        24.78   (+/-2cm)      81.3    (feet)  VERTCON   
 AW4269  ___________________________________________________________________
 AW4269  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4269
 AW4269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4269
 AW4269.The horizontal coordinates were scaled from a topographic map and have
 AW4269.an estimated accuracy of +/- 6 seconds.
 AW4269
 AW4269.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4269.The vertical order pertains to the NGVD 29 superseded value.
 AW4269
 AW4269.The geoid height was determined by GEOID03.
 AW4269
 AW4269;                    North         East    Units  Estimated Accuracy
 AW4269;SPC TXSC     - 4,172,940.      901,130.      MT  (+/- 180 meters Scaled)
 AW4269
 AW4269                          SUPERSEDED SURVEY CONTROL
 AW4269
 AW4269  NGVD 29 (??/??/92)   24.776  (m)           81.29   (f) ADJ UNCH    2 0
 AW4269
 AW4269.Superseded values are not recommended for survey control.
 AW4269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4269.See file dsdata.txt to determine how the superseded data were derived.
 AW4269
 AW4269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN186511(NAD 83)
 AW4269_MARKER: DB = BENCH MARK DISK
 AW4269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4269_STAMPING: M 810 1943
 AW4269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4269+STABILITY: SURFACE MOTION
 AW4269
 AW4269  HISTORY     - Date     Condition        Report By
 AW4269  HISTORY     - 1943     MONUMENTED       CGS
 AW4269  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4269  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4269
 AW4269                          STATION DESCRIPTION
 AW4269
 AW4269'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4269'5.3 MI SW FROM NEEDVILLE.
 AW4269'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 3.5 MILES
 AW4269'SOUTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS
 AW4269'ROAD (A POINT CALLED FOUR CORNERS OR MARLOW STORE), THENCE 0.7 MILE
 AW4269'NORTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AW4269'LEADING SOUTHWEST, THENCE 1.1 MILE SOUTHWESTERLY ALONG A DIRT ROAD TO
 AW4269'THE INTERSECTION OF A PRIVATE ROAD LEADING NORTHWEST TO A FARM HOUSE
 AW4269'AND SITE OF BENCH MARK.  BENCH MARK IS 45.5 FEET NORTHWEST OF AND
 AW4269'ACROSS A DRAINAGE DITCH FROM AND ABOUT 1.0 FOOT BELOW THE CENTERLINE
 AW4269'OF A DIRT ROAD.  IT IS 9.5 FEET SOUTHWEST OF THE CENTERLINE OF A
 AW4269'PRIVATE ROAD LEADING NORTHWEST TO A FARM HOUSE, 2.1 FEET NORTHWEST OF
 AW4269'A POWER TRANSMISSION POLE.  MONUMENT IS 2.2 FEET NORTHEAST OF A 4X4
 AW4269'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND,
 AW4269'AND SET IN A CONCRETE POST.
 AW4269
 AW4269                          STATION RECOVERY (1995)
 AW4269
 AW4269'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4269'MARK NOT FOUND.
 AW4269
 AW4269                          STATION RECOVERY (1998)
 AW4269
 AW4269'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4222 ***********************************************************************
 AW4222  DESIGNATION -  M 811
 AW4222  PID         -  AW4222
 AW4222  STATE/COUNTY-  TX/FORT BEND
 AW4222  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4222
 AW4222                         *CURRENT SURVEY CONTROL
 AW4222  ___________________________________________________________________
 AW4222* NAD 83(1986)-  29 22 52.     (N)    095 44 37.     (W)     SCALED    
 AW4222* NAVD 88     -        23.022  (meters)      75.53   (feet)  ADJUSTED  
 AW4222  ___________________________________________________________________
 AW4222  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW4222  DYNAMIC HT  -          22.990 (meters)      75.43  (feet)  COMP
 AW4222  MODELED GRAV-     979,254.2   (mgal)                       NAVD 88
 AW4222
 AW4222  VERT ORDER  -  FIRST     CLASS II
 AW4222
 AW4222.The horizontal coordinates were scaled from a topographic map and have
 AW4222.an estimated accuracy of +/- 6 seconds.
 AW4222
 AW4222.The orthometric height was determined by differential leveling
 AW4222.and adjusted by the National Geodetic Survey in June 1991..
 AW4222
 AW4222.The geoid height was determined by GEOID03.
 AW4222
 AW4222.The dynamic height is computed by dividing the NAVD 88
 AW4222.geopotential number by the normal gravity value computed on the
 AW4222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4222.degrees latitude (g = 980.6199 gals.).
 AW4222
 AW4222.The modeled gravity was interpolated from observed gravity values.
 AW4222
 AW4222;                    North         East    Units  Estimated Accuracy
 AW4222;SPC TXSC     - 4,175,940.      916,040.      MT  (+/- 180 meters Scaled)
 AW4222
 AW4222                          SUPERSEDED SURVEY CONTROL
 AW4222
 AW4222  NGVD 29 (12/23/87)   23.019  (m)           75.52   (f) ADJUSTED    1 2
 AW4222
 AW4222.Superseded values are not recommended for survey control.
 AW4222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4222.See file dsdata.txt to determine how the superseded data were derived.
 AW4222
 AW4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN337533(NAD 83)
 AW4222_MARKER: DB = BENCH MARK DISK
 AW4222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4222_SP_SET: CULVERT HEADWALL
 AW4222_STAMPING: M 811 1943
 AW4222_MARK LOGO: CGS   
 AW4222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4222+STABILITY: SURFACE MOTION
 AW4222
 AW4222  HISTORY     - Date     Condition        Report By
 AW4222  HISTORY     - 1943     MONUMENTED       CGS
 AW4222  HISTORY     - 1973     GOOD             NGS
 AW4222  HISTORY     - 1986     GOOD             NGS
 AW4222  HISTORY     - 1988     GOOD             USPSQD
 AW4222  HISTORY     - 1989     GOOD             USPSQD
 AW4222  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4222  HISTORY     - 19980103 MARK NOT FOUND   USPSQD
 AW4222  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4222
 AW4222                          STATION DESCRIPTION
 AW4222
 AW4222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4222'2.95 MI NE FROM GUY.
 AW4222'2.95 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4222'HIGHWAY 36 AT GUY, AT THE INTERSECTION OF ZAMANEK ROAD NORTHWEST AND
 AW4222'BRUMBELOW ROAD SOUTHEAST, IN THE TOP AND 0.7 FOOT NORTHEAST OF THE
 AW4222'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A 36-INCH PIPE
 AW4222'CULVERT, 17 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 32 FEET
 AW4222'SOUTHWEST OF THE CENTER LINE OF ZAMANEK ROAD, AND ABOUT 1/2 FOOT
 AW4222'HIGHER THAN THE ROAD.
 AW4222
 AW4222                          STATION RECOVERY (1986)
 AW4222
 AW4222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4222'RECOVERED IN GOOD CONDITION.
 AW4222
 AW4222                          STATION RECOVERY (1988)
 AW4222
 AW4222'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4222'RECOVERED IN GOOD CONDITION.
 AW4222
 AW4222                          STATION RECOVERY (1989)
 AW4222
 AW4222'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4222'RECOVERED IN GOOD CONDITION.
 AW4222
 AW4222                          STATION RECOVERY (1996)
 AW4222
 AW4222'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4222'MARK NOT FOUND.
 AW4222
 AW4222                          STATION RECOVERY (1998)
 AW4222
 AW4222'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4222'MARK NOT FOUND.
 AW4222
 AW4222                          STATION RECOVERY (1998)
 AW4222
 AW4222'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0089 ***********************************************************************
 AX0089  DESIGNATION -  M 812 RESET 1954
 AX0089  PID         -  AX0089
 AX0089  STATE/COUNTY-  TX/WHARTON
 AX0089  USGS QUAD   -  EAST BERNARD (1980)
 AX0089
 AX0089                         *CURRENT SURVEY CONTROL
 AX0089  ___________________________________________________________________
 AX0089* NAD 83(1986)-  29 31 45.     (N)    096 05 08.     (W)     SCALED    
 AX0089* NAVD 88     -        37.07   (+/-2cm)     121.6    (feet)  VERTCON   
 AX0089  ___________________________________________________________________
 AX0089  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0089
 AX0089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0089
 AX0089.The horizontal coordinates were scaled from a topographic map and have
 AX0089.an estimated accuracy of +/- 6 seconds.
 AX0089
 AX0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0089.The vertical order pertains to the NGVD 29 superseded value.
 AX0089
 AX0089.The geoid height was determined by GEOID03.
 AX0089
 AX0089;                    North         East    Units  Estimated Accuracy
 AX0089;SPC TXSC     - 4,191,460.      882,460.      MT  (+/- 180 meters Scaled)
 AX0089
 AX0089                          SUPERSEDED SURVEY CONTROL
 AX0089
 AX0089  NGVD 29 (??/??/92)   37.065  (m)          121.60   (f) ADJ UNCH    2 0
 AX0089
 AX0089.Superseded values are not recommended for survey control.
 AX0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0089.See file dsdata.txt to determine how the superseded data were derived.
 AX0089
 AX0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT824701(NAD 83)
 AX0089_MARKER: DB = BENCH MARK DISK
 AX0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0089_STAMPING: M 812 1943 RESET 1954
 AX0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0089+STABILITY: SURFACE MOTION
 AX0089
 AX0089  HISTORY     - Date     Condition        Report By
 AX0089  HISTORY     - 1954     MONUMENTED       CGS
 AX0089  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0089
 AX0089                          STATION DESCRIPTION
 AX0089
 AX0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0089'1.1 MI W FROM EAST BERNARD.
 AX0089'1.1 MILES WEST ALONG U.S. HIGHWAY 90 A FROM THE TEXAS AND NEW ORLEANS
 AX0089'RAILROAD STATION AT EAST BERNARD, 3 POLES EAST OF MILEPOST 53, 0.1
 AX0089'MILE WEST OF A GRAVELED ROAD LEADING NORTH, 69 FEET SOUTH OF THE
 AX0089'CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTH OF A FENCE, 2 FEET EAST OF
 AX0089'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AX0089'FOOT ABOVE THE GROUND.
 AX0089
 AX0089                          STATION RECOVERY (1991)
 AX0089
 AX0089'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0410 ***********************************************************************
 AX0410  DESIGNATION -  M 813
 AX0410  PID         -  AX0410
 AX0410  STATE/COUNTY-  TX/WHARTON
 AX0410  USGS QUAD   -  HUNGERFORD (1980)
 AX0410
 AX0410                         *CURRENT SURVEY CONTROL
 AX0410  ___________________________________________________________________
 AX0410* NAD 83(1986)-  29 25 20.     (N)    096 04 31.     (W)     SCALED    
 AX0410* NAVD 88     -        33.53   (+/-2cm)     110.0    (feet)  VERTCON   
 AX0410  ___________________________________________________________________
 AX0410  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0410
 AX0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0410
 AX0410.The horizontal coordinates were scaled from a topographic map and have
 AX0410.an estimated accuracy of +/- 6 seconds.
 AX0410
 AX0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0410.The vertical order pertains to the NGVD 29 superseded value.
 AX0410
 AX0410.The geoid height was determined by GEOID03.
 AX0410
 AX0410;                    North         East    Units  Estimated Accuracy
 AX0410;SPC TXSC     - 4,179,640.      883,750.      MT  (+/- 180 meters Scaled)
 AX0410
 AX0410                          SUPERSEDED SURVEY CONTROL
 AX0410
 AX0410  NGVD 29 (??/??/92)   33.527  (m)          110.00   (f) ADJ UNCH    2 0
 AX0410
 AX0410.Superseded values are not recommended for survey control.
 AX0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0410.See file dsdata.txt to determine how the superseded data were derived.
 AX0410
 AX0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT837583(NAD 83)
 AX0410_MARKER: DB = BENCH MARK DISK
 AX0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0410_SP_SET: CULVERT
 AX0410_STAMPING: M 813 1943
 AX0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX0410+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 AX0410
 AX0410  HISTORY     - Date     Condition        Report By
 AX0410  HISTORY     - 1943     MONUMENTED       CGS
 AX0410  HISTORY     - 20060415 GOOD             GEOCAC
 AX0410
 AX0410                          STATION DESCRIPTION
 AX0410
 AX0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0410'7.95 MI S FROM EAST BERNARD.
 AX0410'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90-A AND STATE HIGHWAY
 AX0410'NO.60 AT EAST BERNARD, PROCEED 7.95 MILES SOUTHERLY ALONG STATE
 AX0410'HIGHWAY NO.60 TO THE INTERSECTION OF A SHELL ROAD LEADING EAST AND
 AX0410'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AX0410'EAST END OF THE SOUTH HEADWALL OF A 2X2 FOOT CONCRETE BOX CULVERT
 AX0410'UNDER A SHELL ROAD.  IT IS 31.8 FEET EAST OF AND ABOUT THE SAME
 AX0410'ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 12.4 FEET SOUTH OF THE
 AX0410'CENTERLINE OF A SHELL ROAD LEADING EAST.  NOTE-- THIS BENCH MARK IS
 AX0410'1.35 MILE NORTH OF THE SCHOOL BUILDING AT HUNGERFORD.
 AX0410
 AX0410                          STATION RECOVERY (2006)
 AX0410
 AX0410'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AX0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0408 ***********************************************************************
 AX0408  DESIGNATION -  M 814
 AX0408  PID         -  AX0408
 AX0408  STATE/COUNTY-  TX/WHARTON
 AX0408  USGS QUAD   -  HUNGERFORD (1980)
 AX0408
 AX0408                         *CURRENT SURVEY CONTROL
 AX0408  ___________________________________________________________________
 AX0408* NAD 83(1986)-  29 23 48.     (N)    096 05 13.     (W)     SCALED    
 AX0408* NAVD 88     -        31.08   (+/-2cm)     102.0    (feet)  VERTCON   
 AX0408  ___________________________________________________________________
 AX0408  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0408
 AX0408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0408
 AX0408.The horizontal coordinates were scaled from a topographic map and have
 AX0408.an estimated accuracy of +/- 6 seconds.
 AX0408
 AX0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0408.The vertical order pertains to the NGVD 29 superseded value.
 AX0408
 AX0408.The geoid height was determined by GEOID03.
 AX0408
 AX0408;                    North         East    Units  Estimated Accuracy
 AX0408;SPC TXSC     - 4,176,780.      882,690.      MT  (+/- 180 meters Scaled)
 AX0408
 AX0408                          SUPERSEDED SURVEY CONTROL
 AX0408
 AX0408  NGVD 29 (??/??/92)   31.084  (m)          101.98   (f) ADJ UNCH    2 0
 AX0408
 AX0408.Superseded values are not recommended for survey control.
 AX0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0408.See file dsdata.txt to determine how the superseded data were derived.
 AX0408
 AX0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT827554(NAD 83)
 AX0408_MARKER: DB = BENCH MARK DISK
 AX0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0408_STAMPING: M 814 1943
 AX0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0408+STABILITY: SURFACE MOTION
 AX0408
 AX0408  HISTORY     - Date     Condition        Report By
 AX0408  HISTORY     - 1943     MONUMENTED       CGS
 AX0408
 AX0408                          STATION DESCRIPTION
 AX0408
 AX0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0408'10.05 MI E FROM EGYPT.
 AX0408'TO REACH FROM THE POST OFFICE AT EGYPT, PROCEED 10.05 MILES EASTERLY
 AX0408'ALONG THE EGYPT - HUNGERFORD ROAD TO A FRAME FARM HOUSE AND SITE OF
 AX0408'BENCH MARK.  BENCH MARK IS IN A FARM YARD.  IT IS 60.5 FEET NORTH OF
 AX0408'AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE ROAD, 25.3 FEET
 AX0408'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME FARM HOUSE, 8.5 FEET WEST
 AX0408'OF THE CENTERLINE OF A PRIVATE DIRT DRIVE WAY LEADING NORTH TO A FRAME
 AX0408'FARM HOUSE AND IN A GARDEN FENCE LINE RUNNING NORTH AND SOUTH.
 AX0408'MONUMENT IS 2.1 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AX0408'PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS ALSO
 AX0408'0.45 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY NO.59 AND THE EGYPT -
 AX0408'HUNGERFORD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0160 ***********************************************************************
 AX0160  DESIGNATION -  M 815
 AX0160  PID         -  AX0160
 AX0160  STATE/COUNTY-  TX/COLORADO
 AX0160  USGS QUAD   -  CAT SPRING (1981)
 AX0160
 AX0160                         *CURRENT SURVEY CONTROL
 AX0160  ___________________________________________________________________
 AX0160* NAD 83(1986)-  29 48 23.     (N)    096 21 11.     (W)     SCALED    
 AX0160* NAVD 88     -        83.27   (+/-2cm)     273.2    (feet)  VERTCON   
 AX0160  ___________________________________________________________________
 AX0160  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0160
 AX0160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0160
 AX0160.The horizontal coordinates were scaled from a topographic map and have
 AX0160.an estimated accuracy of +/- 6 seconds.
 AX0160
 AX0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0160.The vertical order pertains to the NGVD 29 superseded value.
 AX0160
 AX0160.The geoid height was determined by GEOID03.
 AX0160
 AX0160;                    North         East    Units  Estimated Accuracy
 AX0160;SPC TXSC     - 4,221,560.      855,840.      MT  (+/- 180 meters Scaled)
 AX0160
 AX0160                          SUPERSEDED SURVEY CONTROL
 AX0160
 AX0160  NGVD 29 (??/??/92)   83.241  (m)          273.10   (f) ADJ UNCH    2 0
 AX0160
 AX0160.Superseded values are not recommended for survey control.
 AX0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0160.See file dsdata.txt to determine how the superseded data were derived.
 AX0160
 AX0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU558002(NAD 83)
 AX0160_MARKER: DB = BENCH MARK DISK
 AX0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0160_STAMPING: M 815 1943
 AX0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0160+STABILITY: SURFACE MOTION
 AX0160
 AX0160  HISTORY     - Date     Condition        Report By
 AX0160  HISTORY     - 1943     MONUMENTED       CGS
 AX0160  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX0160  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0160
 AX0160                          STATION DESCRIPTION
 AX0160
 AX0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0160'4.2 MI NE FROM BERNARDO.
 AX0160'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 4.2 MILES
 AX0160'NORTHEASTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX0160'IS 0.1 MILE SOUTHWEST OF THE SOUTHWEST END OF A SERIES OF DOUBLE TURNS
 AX0160'IN THE ROAD.  IT IS 26.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AX0160'ELEVATION AS THE CENTERLINE OF THE ROAD, 3.5 FEET SOUTHEAST OF THE
 AX0160'SOUTHEAST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.8 FEET SOUTHWEST OF A 4X4
 AX0160'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AX0160'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0160
 AX0160                          STATION RECOVERY (1963)
 AX0160
 AX0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX0160'MARK NOT FOUND.
 AX0160
 AX0160                          STATION RECOVERY (1991)
 AX0160
 AX0160'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0156 ***********************************************************************
 AX0156  DESIGNATION -  M 816
 AX0156  PID         -  AX0156
 AX0156  STATE/COUNTY-  TX/AUSTIN
 AX0156  USGS QUAD   -  SEALY (1981)
 AX0156
 AX0156                         *CURRENT SURVEY CONTROL
 AX0156  ___________________________________________________________________
 AX0156* NAD 83(1986)-  29 46 51.     (N)    096 10 12.     (W)     SCALED    
 AX0156* NAVD 88     -        62.73   (+/-2cm)     205.8    (feet)  VERTCON   
 AX0156  ___________________________________________________________________
 AX0156  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0156
 AX0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0156
 AX0156.The horizontal coordinates were scaled from a topographic map and have
 AX0156.an estimated accuracy of +/- 6 seconds.
 AX0156
 AX0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0156.The vertical order pertains to the NGVD 29 superseded value.
 AX0156
 AX0156.The geoid height was determined by GEOID03.
 AX0156
 AX0156;                    North         East    Units  Estimated Accuracy
 AX0156;SPC TXSC     - 4,219,150.      873,600.      MT  (+/- 180 meters Scaled)
 AX0156
 AX0156                          SUPERSEDED SURVEY CONTROL
 AX0156
 AX0156  NGVD 29 (??/??/92)   62.702  (m)          205.71   (f) ADJ UNCH    2 0
 AX0156
 AX0156.Superseded values are not recommended for survey control.
 AX0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0156.See file dsdata.txt to determine how the superseded data were derived.
 AX0156
 AX0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT736978(NAD 83)
 AX0156_MARKER: DB = BENCH MARK DISK
 AX0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0156_STAMPING: M 816 1943
 AX0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0156+STABILITY: SURFACE MOTION
 AX0156
 AX0156  HISTORY     - Date     Condition        Report By
 AX0156  HISTORY     - 1943     MONUMENTED       CGS
 AX0156  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0156
 AX0156                          STATION DESCRIPTION
 AX0156
 AX0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0156'1.0 MI SW FROM SEALY.
 AX0156'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD FREIGHT STATION
 AX0156'AT SEALY, PROCEED 1.0 MILE SOUTHWESTERLY ALONG THE TRACK TO MILE POST
 AX0156'NO. 1 AND SITE OF BENCH MARK.  BENCH MARK IS 82.0 FEET NORTHWEST OF
 AX0156'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE TRACK. IT IS 6.5 FEET
 AX0156'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 5.3 FEET SOUTHWEST OF
 AX0156'MILE POST NO. 1.  MONUMENT IS 2.7 FEET NORTHEAST OF A 4X4 INCH WHITE
 AX0156'WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND. A STANDARD
 AX0156'DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0156
 AX0156                          STATION RECOVERY (1999)
 AX0156
 AX0156'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1180 ***********************************************************************
 AX1180  DESIGNATION -  M 817
 AX1180  PID         -  AX1180
 AX1180  STATE/COUNTY-  TX/COLORADO
 AX1180  USGS QUAD   -  FRELSBURG (1981)
 AX1180
 AX1180                         *CURRENT SURVEY CONTROL
 AX1180  ___________________________________________________________________
 AX1180* NAD 83(1993)-  29 46 00.91987(N)    096 31 58.48617(W)     ADJUSTED  
 AX1180* NAVD 88     -        84.56   (+/-2cm)     277.4    (feet)  VERTCON   
 AX1180  ___________________________________________________________________
 AX1180  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AX1180  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1180
 AX1180  HORZ ORDER  -  SECOND
 AX1180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1180
 AX1180.The horizontal coordinates were established by classical geodetic methods
 AX1180.and adjusted by the National Geodetic Survey in February 1996..
 AX1180
 AX1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1180.The vertical order pertains to the NGVD 29 superseded value.
 AX1180
 AX1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX1180
 AX1180.The geoid height was determined by GEOID03.
 AX1180
 AX1180;                    North         East     Units Scale Factor Converg.
 AX1180;SPC TXSC     - 4,216,810.785   838,550.790   MT  0.99989157   +1 12 31.2
 AX1180;SPC TXSC     -13,834,653.38  2,751,145.38   sFT  0.99989157   +1 12 31.2
 AX1180;UTM  14      - 3,295,509.559   738,536.562   MT  1.00030210   +1 13 31.5
 AX1180
 AX1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX1180!SPC TXSC     -   0.99999098  x   0.99989157  =   0.99988255
 AX1180!UTM  14      -   0.99999098  x   1.00030210  =   1.00029307
 AX1180
 AX1180                          SUPERSEDED SURVEY CONTROL
 AX1180
 AX1180  NAD 83(1986)-  29 46 00.93521(N)    096 31 58.47220(W) AD(       ) 2
 AX1180  NAD 27      -  29 46 00.09900(N)    096 31 57.57700(W) AD(       ) 2
 AX1180  NGVD 29 (??/??/92)   84.531  (m)          277.33   (f) ADJ UNCH    2 0
 AX1180
 AX1180.Superseded values are not recommended for survey control.
 AX1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1180.See file dsdata.txt to determine how the superseded data were derived.
 AX1180
 AX1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3853795510(NAD 83)
 AX1180_MARKER: DB = BENCH MARK DISK
 AX1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1180_STAMPING: M 817 1943
 AX1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1180+STABILITY: SURFACE MOTION
 AX1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1180+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1180
 AX1180  HISTORY     - Date     Condition        Report By
 AX1180  HISTORY     - 1954     MONUMENTED       CGS
 AX1180  HISTORY     - 1958     GOOD             NGS
 AX1180  HISTORY     - 1987     GOOD             USPSQD
 AX1180  HISTORY     - 1987     GOOD             USPSQD
 AX1180  HISTORY     - 20051106 GOOD             USPSQD
 AX1180
 AX1180                          STATION DESCRIPTION
 AX1180
 AX1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX1180'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 AX1180'AND STATE HIGHWAY 71 IN COLUMBUS, GO NORTH ON HIGHWAY 71
 AX1180'FOR 1.0 MILE TO INTERSECTION WITH FARM ROAD 109 RIGHT, NORTH.
 AX1180'TURN RIGHT AND GO 4.0 MILES TO THE STATION SITE ON THE LEFT.
 AX1180'
 AX1180'BENCH MARK M 817 (USC AND GS) 1943 IS A STANDARD DISK SET
 AX1180'IN A 5 INCH BY 5 INCH PRECAST CONCRETE POST PROJECTING 3
 AX1180'INCHES.  IT IS 42 FEET EAST OF THE CENTERLINE OF FARM ROAD
 AX1180'109, 10 FEET NORTHWEST OF POWER POLE REA A1 175 AND 2 FEET
 AX1180'EAST OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK IS STAMPED
 AX1180'M 817 1943.
 AX1180
 AX1180                          STATION RECOVERY (1958)
 AX1180
 AX1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AX1180'5.0 MI N FROM COLUMBUS.
 AX1180'1.0 MILE NORTH ON HIGHWAY 71 FROM THE JUNCTION WITH NO. 90 IN
 AX1180'COLUMBUS, THEN THE RIGHT FORK WHICH IS HIGHWAY NO. 109, NORTH 4.0
 AX1180'MILES TO THE TOP OF THE LOW DIVIDE AND THE MARK ON THE RIGHT.  A
 AX1180'STANDARD DISK SET IN A CONCRETE POST, PROJECTING ABOUT 2 INCHES, 2
 AX1180'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE LINE AND 9 FEET NORTHEAST OF
 AX1180'A BRACED POWER POLE.  IT IS 27.42 FEET WEST OF TRIANGULATION STATION
 AX1180'COLE 2 1958.
 AX1180
 AX1180                          STATION RECOVERY (1987)
 AX1180
 AX1180'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBB)
 AX1180'RECOVERED IN GOOD CONDITION.
 AX1180
 AX1180                          STATION RECOVERY (1987)
 AX1180
 AX1180'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1180'RECOVERED IN GOOD CONDITION.
 AX1180
 AX1180                          STATION RECOVERY (2005)
 AX1180
 AX1180'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1180'FOUND AS DESCRIBED.
 AX1180'M-817 FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1112 ***********************************************************************
 AX1112  DESIGNATION -  M 818
 AX1112  PID         -  AX1112
 AX1112  STATE/COUNTY-  TX/COLORADO
 AX1112  USGS QUAD   -  COLUMBUS (1981)
 AX1112
 AX1112                         *CURRENT SURVEY CONTROL
 AX1112  ___________________________________________________________________
 AX1112* NAD 83(1986)-  29 42 00.     (N)    096 35 49.     (W)     SCALED    
 AX1112* NAVD 88     -        77.44   (+/-2cm)     254.1    (feet)  VERTCON   
 AX1112  ___________________________________________________________________
 AX1112  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1112
 AX1112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1112
 AX1112.The horizontal coordinates were scaled from a topographic map and have
 AX1112.an estimated accuracy of +/- 6 seconds.
 AX1112
 AX1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1112.The vertical order pertains to the NGVD 29 superseded value.
 AX1112
 AX1112.The geoid height was determined by GEOID03.
 AX1112
 AX1112;                    North         East    Units  Estimated Accuracy
 AX1112;SPC TXSC     - 4,209,270.      832,510.      MT  (+/- 180 meters Scaled)
 AX1112
 AX1112                          SUPERSEDED SURVEY CONTROL
 AX1112
 AX1112  NGVD 29 (??/??/92)   77.414  (m)          253.98   (f) ADJ UNCH    2 0
 AX1112
 AX1112.Superseded values are not recommended for survey control.
 AX1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1112.See file dsdata.txt to determine how the superseded data were derived.
 AX1112
 AX1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT324879(NAD 83)
 AX1112_MARKER: DB = BENCH MARK DISK
 AX1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1112_SP_SET: CULVERT
 AX1112_STAMPING: M 818 1943
 AX1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1112+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1112
 AX1112  HISTORY     - Date     Condition        Report By
 AX1112  HISTORY     - 1943     MONUMENTED       CGS
 AX1112  HISTORY     - 1987     GOOD             USPSQD
 AX1112  HISTORY     - 1987     POOR             USPSQD
 AX1112  HISTORY     - 20040318 GOOD             USPSQD
 AX1112  HISTORY     - 20050318 GOOD             USPSQD
 AX1112
 AX1112                          STATION DESCRIPTION
 AX1112
 AX1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1112'0.7 MI W FROM GLIDDEN.
 AX1112'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1112'STATION AT GLIDDEN, PROCEED 0.7 MILE WESTERLY ALONG U.S. HIGHWAY NO.
 AX1112'90 TO THE INTERSECTION OF A GRAVEL ROAD SOUTH PAST A SMALL HEGRO
 AX1112'CHURCH AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AX1112'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 1.5X4 FOOT CONCRETE BOX
 AX1112'CULVERT UNDER A GRAVEL ROAD.  IT IS 44.0 FEET SOUTH OF AND ABOUT THE
 AX1112'SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 12.3 FEET WEST OF THE
 AX1112'CENTERLINE OF A GRAVEL ROAD.
 AX1112
 AX1112                          STATION RECOVERY (1987)
 AX1112
 AX1112'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1112'RECOVERED IN GOOD CONDITION.
 AX1112
 AX1112                          STATION RECOVERY (1987)
 AX1112
 AX1112'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1112'MARK RECOVERED IN POOR CONDITION.
 AX1112
 AX1112                          STATION RECOVERY (2004)
 AX1112
 AX1112'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1112'RECOVERED IN GOOD CONDITION.
 AX1112
 AX1112                          STATION RECOVERY (2005)
 AX1112
 AX1112'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1082 ***********************************************************************
 AX1082  DESIGNATION -  M 819
 AX1082  PID         -  AX1082
 AX1082  STATE/COUNTY-  TX/FAYETTE
 AX1082  USGS QUAD   -  SCHULENBURG (1981)
 AX1082
 AX1082                         *CURRENT SURVEY CONTROL
 AX1082  ___________________________________________________________________
 AX1082* NAD 83(1986)-  29 41 01.     (N)    096 56 20.     (W)     SCALED    
 AX1082* NAVD 88     -        86.09   (+/-2cm)     282.4    (feet)  VERTCON   
 AX1082  ___________________________________________________________________
 AX1082  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1082
 AX1082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1082
 AX1082.The horizontal coordinates were scaled from a topographic map and have
 AX1082.an estimated accuracy of +/- 6 seconds.
 AX1082
 AX1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1082.The vertical order pertains to the NGVD 29 superseded value.
 AX1082
 AX1082.The geoid height was determined by GEOID03.
 AX1082
 AX1082;                    North         East    Units  Estimated Accuracy
 AX1082;SPC TXSC     - 4,206,820.      799,460.      MT  (+/- 180 meters Scaled)
 AX1082
 AX1082                          SUPERSEDED SURVEY CONTROL
 AX1082
 AX1082  NGVD 29 (??/??/92)   86.054  (m)          282.33   (f) ADJ UNCH    2 0
 AX1082
 AX1082.Superseded values are not recommended for survey control.
 AX1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1082.See file dsdata.txt to determine how the superseded data were derived.
 AX1082
 AX1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT994855(NAD 83)
 AX1082_MARKER: DB = BENCH MARK DISK
 AX1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1082_SP_SET: BRIDGE
 AX1082_STAMPING: M 819 1943
 AX1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1082+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1082
 AX1082  HISTORY     - Date     Condition        Report By
 AX1082  HISTORY     - 1943     MONUMENTED       CGS
 AX1082  HISTORY     - 1970     GOOD             TXHD
 AX1082  HISTORY     - 1987     GOOD             USPSQD
 AX1082  HISTORY     - 1987     GOOD             USPSQD
 AX1082  HISTORY     - 1990     GOOD             USPSQD
 AX1082  HISTORY     - 19970608 GOOD             USPSQD
 AX1082  HISTORY     - 20020812 GOOD             USPSQD
 AX1082  HISTORY     - 20050318 GOOD             USPSQD
 AX1082
 AX1082                          STATION DESCRIPTION
 AX1082
 AX1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1082'2.3 MI W FROM SCHULENBURG.
 AX1082'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 90 AND U.S. HIGHWAY NO.
 AX1082'77 AT SCHULENBURG, PROCEED 2.3 MILES WESTERLY ALONG U.S. HIGHWAY NO.
 AX1082'90 TO THE WEST END OF A CONCRETE BRIDGE OVER THE NAVIDAD RIVER AND
 AX1082'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AX1082'NORTHWEST WINGWALL OF A LARGE CONCRETE BRIDGE OVER THE NAVIDAD RIVER.
 AX1082'IT IS 15.4 FEET NORTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF
 AX1082'THE HIGHWAY.
 AX1082
 AX1082                          STATION RECOVERY (1970)
 AX1082
 AX1082'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1082'RECOVERED IN GOOD CONDITION.
 AX1082
 AX1082                          STATION RECOVERY (1987)
 AX1082
 AX1082'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1082'RECOVERED IN GOOD CONDITION.
 AX1082
 AX1082                          STATION RECOVERY (1987)
 AX1082
 AX1082'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1082'RECOVERED IN GOOD CONDITION.
 AX1082
 AX1082                          STATION RECOVERY (1990)
 AX1082
 AX1082'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1082'RECOVERED IN GOOD CONDITION.
 AX1082
 AX1082                          STATION RECOVERY (1997)
 AX1082
 AX1082'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1082'RECOVERED IN GOOD CONDITION.
 AX1082
 AX1082                          STATION RECOVERY (2002)
 AX1082
 AX1082'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1082'RECOVERED IN GOOD CONDITION.
 AX1082
 AX1082                          STATION RECOVERY (2005)
 AX1082
 AX1082'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0932 ***********************************************************************
 AY0932  DESIGNATION -  M 82
 AY0932  PID         -  AY0932
 AY0932  STATE/COUNTY-  TX/KENDALL
 AY0932  USGS QUAD   -  BOERNE (1982)
 AY0932
 AY0932                         *CURRENT SURVEY CONTROL
 AY0932  ___________________________________________________________________
 AY0932* NAD 83(1986)-  29 47 19.     (N)    098 42 52.     (W)     SCALED    
 AY0932* NAVD 88     -       422.462  (meters)    1386.03   (feet)  ADJUSTED  
 AY0932  ___________________________________________________________________
 AY0932  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AY0932  DYNAMIC HT  -         421.848 (meters)    1384.01  (feet)  COMP
 AY0932  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AY0932
 AY0932  VERT ORDER  -  FIRST     CLASS II
 AY0932
 AY0932.The horizontal coordinates were scaled from a topographic map and have
 AY0932.an estimated accuracy of +/- 6 seconds.
 AY0932
 AY0932.The orthometric height was determined by differential leveling
 AY0932.and adjusted by the National Geodetic Survey in June 1991..
 AY0932
 AY0932.The geoid height was determined by GEOID03.
 AY0932
 AY0932.The dynamic height is computed by dividing the NAVD 88
 AY0932.geopotential number by the normal gravity value computed on the
 AY0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0932.degrees latitude (g = 980.6199 gals.).
 AY0932
 AY0932.The modeled gravity was interpolated from observed gravity values.
 AY0932
 AY0932;                    North         East    Units  Estimated Accuracy
 AY0932;SPC TXSC     - 4,216,730.      627,610.      MT  (+/- 180 meters Scaled)
 AY0932
 AY0932                          SUPERSEDED SURVEY CONTROL
 AY0932
 AY0932  NGVD 29 (??/??/92)  422.362  (m)         1385.70   (f) ADJ UNCH    1 2
 AY0932
 AY0932.Superseded values are not recommended for survey control.
 AY0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0932.See file dsdata.txt to determine how the superseded data were derived.
 AY0932
 AY0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT275953(NAD 83)
 AY0932_MARKER: DB = BENCH MARK DISK
 AY0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0932_STAMPING: M 82 1931
 AY0932_MARK LOGO: CGS   
 AY0932_PROJECTION: PROJECTING 7 CENTIMETERS
 AY0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0932+STABILITY: SURFACE MOTION
 AY0932
 AY0932  HISTORY     - Date     Condition        Report By
 AY0932  HISTORY     - 1931     MONUMENTED       CGS
 AY0932  HISTORY     - 1953     GOOD             NGS
 AY0932  HISTORY     - 1982     GOOD             NGS
 AY0932  HISTORY     - 1990     POOR             USPSQD
 AY0932  HISTORY     - 19940302 POOR             USPSQD
 AY0932
 AY0932                          STATION DESCRIPTION
 AY0932
 AY0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0932'0.4 MI SE FROM BOERNE.
 AY0932'0.4 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0932'STATION AT BOERNE, 1 1/2 POLES SOUTHEAST OF MILEPOST 269.8, AT A ROAD
 AY0932'CROSSING, 8 RAILS NORTHWEST OF THE CENTER OF THE CROSSING OF FARM ROAD
 AY0932'475, 5 RAILS NORTHWEST OF THE NORTHWEST END OF BRIDGE 269.93, 53 FEET
 AY0932'WEST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 38.6 FEET
 AY0932'SOUTHWEST OF THE SOUTHWEST RAIL, 7.6 FEET NORTHEAST OF A FENCE, 2 FEET
 AY0932'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0932'PROJECTS 0.4 FOOT ABOVE THE GROUND.  11 FEET SOUTHEAST OF A TELEPHONE
 AY0932'POLE.  NOTE-- FARM ROAD 475 HAS BEEN CHANGED TO STATE HIGHWAY 46,
 AY0932'NORTH-AND-SOUTH DIRT ROAD HAS BEEN PAVED.
 AY0932
 AY0932                          STATION RECOVERY (1982)
 AY0932
 AY0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0932'NOTE, NEW DESCRIPTION FOLLOWS, 1.7 KM (1.05 MI) EAST ALONG STATE
 AY0932'HIGHWAY 46 EAST FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 87 IN
 AY0932'BOERNE, AT A PAVED ROAD LEADING NORTH AND IS SET ABOUT 106.6 METERS
 AY0932'(350.0 FT) NORTH OF THE CENTER OF STATE HIGHWAY 46, 16.1 METERS
 AY0932'(53.0 FT) WEST OF THE CENTER OF THE PAVED ROAD LEADING NORTH,
 AY0932'10.1 METERS (33.5 FT) NORTHWEST OF A CORNER FENCE POST, AND 2.1 METERS
 AY0932'(7.6 FT) NORTHEAST OF A FENCE LINE.
 AY0932'THE MARK IS 2.1 METERS  NE FROM A WITNESS POST.
 AY0932'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 AY0932
 AY0932                          STATION RECOVERY (1990)
 AY0932
 AY0932'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0932'MARK RECOVERED IN POOR CONDITION.
 AY0932
 AY0932                          STATION RECOVERY (1994)
 AY0932
 AY0932'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0932'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1526 ***********************************************************************
 AN1526  DESIGNATION -  M 820
 AN1526  PID         -  AN1526
 AN1526  STATE/COUNTY-  TX/BEE
 AN1526  USGS QUAD   -  SKIDMORE NE (1979)
 AN1526
 AN1526                         *CURRENT SURVEY CONTROL
 AN1526  ___________________________________________________________________
 AN1526* NAD 83(1986)-  28 23 11.     (N)    097 33 59.     (W)     SCALED    
 AN1526* NAVD 88     -        43.53   (+/-2cm)     142.8    (feet)  VERTCON   
 AN1526  ___________________________________________________________________
 AN1526  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN1526
 AN1526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1526
 AN1526.The horizontal coordinates were scaled from a topographic map and have
 AN1526.an estimated accuracy of +/- 6 seconds.
 AN1526
 AN1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1526.The vertical order pertains to the NGVD 29 superseded value.
 AN1526
 AN1526.The geoid height was determined by GEOID03.
 AN1526
 AN1526;                    North         East    Units  Estimated Accuracy
 AN1526;SPC TXSC     - 4,062,160.      740,500.      MT  (+/- 180 meters Scaled)
 AN1526
 AN1526                          SUPERSEDED SURVEY CONTROL
 AN1526
 AN1526  NGVD 29 (??/??/92)   43.578  (m)          142.97   (f) ADJ UNCH    2 0
 AN1526
 AN1526.Superseded values are not recommended for survey control.
 AN1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1526.See file dsdata.txt to determine how the superseded data were derived.
 AN1526
 AN1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS404408(NAD 83)
 AN1526_MARKER: DB = BENCH MARK DISK
 AN1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1526_STAMPING: M 820 1943
 AN1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1526+STABILITY: SURFACE MOTION
 AN1526
 AN1526  HISTORY     - Date     Condition        Report By
 AN1526  HISTORY     - 1943     MONUMENTED       CGS
 AN1526  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1526
 AN1526                          STATION DESCRIPTION
 AN1526
 AN1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1526'11.7 MI E FROM BEEVILLE.
 AN1526'11.7 MILES EAST ALONG STATE HIGHWAY 202 FROM THE COUNTY COURTHOUSE AT
 AN1526'BEEVILLE, BEE COUNTY, 49.5 FEET NORTH OF THE CENTERLINE OF THE
 AN1526'HIGHWAY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A
 AN1526'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 AN1526'DISK, STAMPED M 820 1943 AND SET IN THE TOP OF A CONCRETE POST
 AN1526'PROJECTING 0.3 FOOT ABOVE GROUND.
 AN1526
 AN1526                          STATION RECOVERY (1996)
 AN1526
 AN1526'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2219 ***********************************************************************
 AX2219  DESIGNATION -  M 821 RESET 1962
 AX2219  PID         -  AX2219
 AX2219  STATE/COUNTY-  TX/CALDWELL
 AX2219  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2219
 AX2219                         *CURRENT SURVEY CONTROL
 AX2219  ___________________________________________________________________
 AX2219* NAD 83(1986)-  29 46 57.     (N)    097 40 51.     (W)     SCALED    
 AX2219* NAVD 88     -       127.70   (+/-2cm)     419.0    (feet)  VERTCON   
 AX2219  ___________________________________________________________________
 AX2219  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2219
 AX2219  VERT ORDER  -  THIRD (See Below)
 AX2219
 AX2219.The horizontal coordinates were scaled from a topographic map and have
 AX2219.an estimated accuracy of +/- 6 seconds.
 AX2219
 AX2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2219.The vertical order pertains to the NGVD 29 superseded value.
 AX2219
 AX2219.The geoid height was determined by GEOID03.
 AX2219
 AX2219;                    North         East    Units  Estimated Accuracy
 AX2219;SPC TXSC     - 4,216,740.      727,540.      MT  (+/- 180 meters Scaled)
 AX2219
 AX2219                          SUPERSEDED SURVEY CONTROL
 AX2219
 AX2219  NGVD 29 (01/29/03)  127.63   (m)          418.7    (f) RESET       3  
 AX2219
 AX2219.Superseded values are not recommended for survey control.
 AX2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2219.See file dsdata.txt to determine how the superseded data were derived.
 AX2219
 AX2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT275954(NAD 83)
 AX2219_MARKER: DB = BENCH MARK DISK
 AX2219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2219_SP_SET: BRIDGE ABUTMENT
 AX2219_STAMPING: M 821 RESET 1962
 AX2219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2219+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2219
 AX2219  HISTORY     - Date     Condition        Report By
 AX2219  HISTORY     - 1962     MONUMENTED       TXHD
 AX2219  HISTORY     - 19870714 GOOD             USPSQD
 AX2219  HISTORY     - 1988     GOOD             USPSQD
 AX2219  HISTORY     - 20030517 GOOD             USPSQD
 AX2219  HISTORY     - 20050222 MARK NOT FOUND   USPSQD
 AX2219  HISTORY     - 20060429 GOOD             USPSQD
 AX2219
 AX2219                          STATION DESCRIPTION
 AX2219
 AX2219'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AX2219'0.9 MI N FROM JOLIET.
 AX2219'0.9 MILE NORTH ALONG F.M. HIGHWAY NO. 671 FROM JOLIET, AT CONCRETE
 AX2219'BRIDGE OVER WEST FORK OF PLUM CREEK IN THE EAST WING OF THE NORTH
 AX2219'ABUTMENT, 14 FEET LEFT OF THE CENTERLINE OF THE HIGHWAY.
 AX2219
 AX2219                          STATION RECOVERY (1987)
 AX2219
 AX2219'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX2219'RECOVERED IN GOOD CONDITION.
 AX2219
 AX2219                          STATION RECOVERY (1988)
 AX2219
 AX2219'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2219'RECOVERED IN GOOD CONDITION.
 AX2219
 AX2219                          STATION RECOVERY (2003)
 AX2219
 AX2219'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2219'RECOVERED IN GOOD CONDITION.
 AX2219
 AX2219                          STATION RECOVERY (2005)
 AX2219
 AX2219'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2219'MARK NOT FOUND.
 AX2219
 AX2219                          STATION RECOVERY (2006)
 AX2219
 AX2219'RECOVERY NOTE BY US POWER SQUADRON 2006 (CS)
 AX2219'MONUMENT IS LOCATED ON FM 671 2.1 MILES SOUTH OF JUNCTION AT 183 AND
 AX2219'FM 671
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1385 ***********************************************************************
 AX1385  DESIGNATION -  M 822
 AX1385  PID         -  AX1385
 AX1385  STATE/COUNTY-  TX/GONZALES
 AX1385  USGS QUAD   -  WAELDER (1981)
 AX1385
 AX1385                         *CURRENT SURVEY CONTROL
 AX1385  ___________________________________________________________________
 AX1385* NAD 83(1986)-  29 39 38.     (N)    097 18 22.     (W)     SCALED    
 AX1385* NAVD 88     -       112.13   (+/-2cm)     367.9    (feet)  VERTCON   
 AX1385  ___________________________________________________________________
 AX1385  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AX1385
 AX1385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1385
 AX1385.The horizontal coordinates were scaled from a topographic map and have
 AX1385.an estimated accuracy of +/- 6 seconds.
 AX1385
 AX1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1385.The vertical order pertains to the NGVD 29 superseded value.
 AX1385
 AX1385.The geoid height was determined by GEOID03.
 AX1385
 AX1385;                    North         East    Units  Estimated Accuracy
 AX1385;SPC TXSC     - 4,203,690.      763,970.      MT  (+/- 180 meters Scaled)
 AX1385
 AX1385                          SUPERSEDED SURVEY CONTROL
 AX1385
 AX1385  NGVD 29 (??/??/92)  112.087  (m)          367.74   (f) ADJ UNCH    2 0
 AX1385
 AX1385.Superseded values are not recommended for survey control.
 AX1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1385.See file dsdata.txt to determine how the superseded data were derived.
 AX1385
 AX1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT639823(NAD 83)
 AX1385_MARKER: DB = BENCH MARK DISK
 AX1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1385_STAMPING: M 822 1943
 AX1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1385+STABILITY: SURFACE MOTION
 AX1385
 AX1385  HISTORY     - Date     Condition        Report By
 AX1385  HISTORY     - 1943     MONUMENTED       CGS
 AX1385
 AX1385                          STATION DESCRIPTION
 AX1385
 AX1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1385'2.4 MI S FROM WAELDER.
 AX1385'2.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SOUTHERN PACIFIC CO.
 AX1385'RAILROAD STATION AT WAELDER, GONZALES COUNTY, 42 FEET EAST OF THE
 AX1385'CENTERLINE OF THE HIGHWAY, AT A SMALL EARTHERN RESERVOIR, 10 FEET
 AX1385'NORTHWEST OF THE NORTHWEST SIDE OF THE RESERVOIR, 1.5 FEET WEST OF THE
 AX1385'RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AX1385'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 822
 AX1385'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 AX1385'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2339 ***********************************************************************
 AX2339  DESIGNATION -  M 823
 AX2339  PID         -  AX2339
 AX2339  STATE/COUNTY-  TX/CALDWELL
 AX2339  USGS QUAD   -  HARWOOD (1981)
 AX2339
 AX2339                         *CURRENT SURVEY CONTROL
 AX2339  ___________________________________________________________________
 AX2339* NAD 83(1986)-  29 39 15.     (N)    097 35 33.     (W)     SCALED    
 AX2339* NAVD 88     -       107.28   (+/-2cm)     352.0    (feet)  VERTCON   
 AX2339  ___________________________________________________________________
 AX2339  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2339
 AX2339  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2339
 AX2339.The horizontal coordinates were scaled from a topographic map and have
 AX2339.an estimated accuracy of +/- 6 seconds.
 AX2339
 AX2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2339.The vertical order pertains to the NGVD 29 superseded value.
 AX2339
 AX2339.The geoid height was determined by GEOID03.
 AX2339
 AX2339;                    North         East    Units  Estimated Accuracy
 AX2339;SPC TXSC     - 4,202,620.      736,250.      MT  (+/- 180 meters Scaled)
 AX2339
 AX2339                          SUPERSEDED SURVEY CONTROL
 AX2339
 AX2339  NGVD 29 (??/??/92)  107.229  (m)          351.80   (f) ADJ UNCH    2 0
 AX2339
 AX2339.Superseded values are not recommended for survey control.
 AX2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2339.See file dsdata.txt to determine how the superseded data were derived.
 AX2339
 AX2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT362812(NAD 83)
 AX2339_MARKER: DB = BENCH MARK DISK
 AX2339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2339_SP_SET: CULVERT
 AX2339_STAMPING: M 823 1943
 AX2339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2339
 AX2339  HISTORY     - Date     Condition        Report By
 AX2339  HISTORY     - 1943     MONUMENTED       CGS
 AX2339  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX2339  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2339  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2339
 AX2339                          STATION DESCRIPTION
 AX2339
 AX2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2339'4 MI E FROM LULING.
 AX2339'4.0 MILES EAST ALONG U. S. HIGHWAY 90 FROM THE TEXAS AND NEW ORLEANS
 AX2339'RAILROAD STATION AT LULING, CALDWELL COUNTY, 0.4 MILE EAST OF A STEEL
 AX2339'HIGHWAY BRIDGE, 0.4 MILE WEST OF THE JUNCTION OF U. S. HIGHWAY 183, AT
 AX2339'A CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL,
 AX2339'15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 FOOT HIGHER
 AX2339'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 823 1943.
 AX2339
 AX2339                          STATION RECOVERY (1964)
 AX2339
 AX2339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX2339'MARK NOT FOUND.
 AX2339
 AX2339                          STATION RECOVERY (1993)
 AX2339
 AX2339'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2339'MARK NOT FOUND.
 AX2339
 AX2339                          STATION RECOVERY (1999)
 AX2339
 AX2339'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1436 ***********************************************************************
 AX1436  DESIGNATION -  M 825
 AX1436  PID         -  AX1436
 AX1436  STATE/COUNTY-  TX/FAYETTE
 AX1436  USGS QUAD   -  FLATONIA NW (1981)
 AX1436
 AX1436                         *CURRENT SURVEY CONTROL
 AX1436  ___________________________________________________________________
 AX1436* NAD 83(1986)-  29 44 23.     (N)    097 07 53.     (W)     SCALED    
 AX1436* NAVD 88     -       128.19   (+/-2cm)     420.6    (feet)  VERTCON   
 AX1436  ___________________________________________________________________
 AX1436  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AX1436
 AX1436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1436
 AX1436.The horizontal coordinates were scaled from a topographic map and have
 AX1436.an estimated accuracy of +/- 6 seconds.
 AX1436
 AX1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1436.The vertical order pertains to the NGVD 29 superseded value.
 AX1436
 AX1436.The geoid height was determined by GEOID03.
 AX1436
 AX1436;                    North         East    Units  Estimated Accuracy
 AX1436;SPC TXSC     - 4,212,720.      780,740.      MT  (+/- 180 meters Scaled)
 AX1436
 AX1436                          SUPERSEDED SURVEY CONTROL
 AX1436
 AX1436  NGVD 29 (??/??/92)  128.146  (m)          420.43   (f) ADJ UNCH    2 0
 AX1436
 AX1436.Superseded values are not recommended for survey control.
 AX1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1436.See file dsdata.txt to determine how the superseded data were derived.
 AX1436
 AX1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT807914(NAD 83)
 AX1436_MARKER: DB = BENCH MARK DISK
 AX1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1436_STAMPING: M 825 1943
 AX1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1436+STABILITY: SURFACE MOTION
 AX1436
 AX1436  HISTORY     - Date     Condition        Report By
 AX1436  HISTORY     - 1943     MONUMENTED       CGS
 AX1436  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1436
 AX1436                          STATION DESCRIPTION
 AX1436
 AX1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1436'4.2 MI N FROM FLATONIA.
 AX1436'4.2 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE INTERSECTION OF U. S.
 AX1436'HIGHWAY 90 AT FLATONIA, FAYETTE COUNTY, AT A GATE IN THE RIGHT-OF-WAY
 AX1436'FENCE, ABOUT 250 FEET SOUTHEAST OF A PIPE CULVERT WITH ROCK HEADWALLS,
 AX1436'36 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTHEAST
 AX1436'OF THE CENTER OF THE GATE, 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 AX1436'3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER
 AX1436'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 825 1943 AND SET IN THE
 AX1436'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1436
 AX1436                          STATION RECOVERY (1997)
 AX1436
 AX1436'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1831 ***********************************************************************
 AX1831  DESIGNATION -  M 826
 AX1831  PID         -  AX1831
 AX1831  STATE/COUNTY-  TX/GONZALES
 AX1831  USGS QUAD   -  HAMON (1987)
 AX1831
 AX1831                         *CURRENT SURVEY CONTROL
 AX1831  ___________________________________________________________________
 AX1831* NAD 83(1986)-  29 23 58.     (N)    097 17 08.     (W)     SCALED    
 AX1831* NAVD 88     -        78.39   (+/-2cm)     257.2    (feet)  VERTCON   
 AX1831  ___________________________________________________________________
 AX1831  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX1831
 AX1831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1831
 AX1831.The horizontal coordinates were scaled from a topographic map and have
 AX1831.an estimated accuracy of +/- 6 seconds.
 AX1831
 AX1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1831.The vertical order pertains to the NGVD 29 superseded value.
 AX1831
 AX1831.The geoid height was determined by GEOID03.
 AX1831
 AX1831;                    North         East    Units  Estimated Accuracy
 AX1831;SPC TXSC     - 4,174,790.      766,380.      MT  (+/- 180 meters Scaled)
 AX1831
 AX1831                          SUPERSEDED SURVEY CONTROL
 AX1831
 AX1831  NGVD 29 (??/??/92)   78.372  (m)          257.13   (f) ADJ UNCH    2 0
 AX1831
 AX1831.Superseded values are not recommended for survey control.
 AX1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1831.See file dsdata.txt to determine how the superseded data were derived.
 AX1831
 AX1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT663534(NAD 83)
 AX1831_MARKER: DB = BENCH MARK DISK
 AX1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1831_STAMPING: M 826 1943
 AX1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1831+STABILITY: SURFACE MOTION
 AX1831
 AX1831  HISTORY     - Date     Condition        Report By
 AX1831  HISTORY     - 1943     MONUMENTED       CGS
 AX1831  HISTORY     - 1959     GOOD             NGS
 AX1831
 AX1831                          STATION DESCRIPTION
 AX1831
 AX1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX1831'8 MI SW FROM SHINER.
 AX1831'IN GONZALES COUNTY, 5.9 MILES WEST ALONG U. S. HIGHWAY 90 A FROM THE
 AX1831'CITY HALL AT SHINER, LAVACA COUNTY, THENCE 5.5 MILES SOUTH ALONG
 AX1831'FARM-TO-MARKET ROAD 443.  0.75 MILE SOUTH OF GLAZE CITY, 585 FEET
 AX1831'SOUTH OF A BRIDGE OVER ROCKY CREEK, 69 FEET SOUTHWEST OF THE
 AX1831'CENTERLINE OF THE HIGHWAY, 26.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 AX1831'FENCE, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.  THE CONCRETE POST
 AX1831'PROJECTS 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1513 ***********************************************************************
 AX1513  DESIGNATION -  M 827
 AX1513  PID         -  AX1513
 AX1513  STATE/COUNTY-  TX/LAVACA
 AX1513  USGS QUAD   -  MOULTON (1981)
 AX1513
 AX1513                         *CURRENT SURVEY CONTROL
 AX1513  ___________________________________________________________________
 AX1513* NAD 83(1986)-  29 33 36.     (N)    097 11 36.     (W)     SCALED    
 AX1513* NAVD 88     -       157.34   (+/-2cm)     516.2    (feet)  VERTCON   
 AX1513  ___________________________________________________________________
 AX1513  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AX1513
 AX1513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1513
 AX1513.The horizontal coordinates were scaled from a topographic map and have
 AX1513.an estimated accuracy of +/- 6 seconds.
 AX1513
 AX1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1513.The vertical order pertains to the NGVD 29 superseded value.
 AX1513
 AX1513.The geoid height was determined by GEOID03.
 AX1513
 AX1513;                    North         East    Units  Estimated Accuracy
 AX1513;SPC TXSC     - 4,192,710.      775,050.      MT  (+/- 180 meters Scaled)
 AX1513
 AX1513                          SUPERSEDED SURVEY CONTROL
 AX1513
 AX1513  NGVD 29 (??/??/92)  157.30   (m)          516.1    (f) COMPUTED    2 0
 AX1513
 AX1513.Superseded values are not recommended for survey control.
 AX1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1513.See file dsdata.txt to determine how the superseded data were derived.
 AX1513
 AX1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT750713(NAD 83)
 AX1513_MARKER: DB = BENCH MARK DISK
 AX1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1513_STAMPING: M 827 1943
 AX1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1513+STABILITY: SURFACE MOTION
 AX1513
 AX1513  HISTORY     - Date     Condition        Report By
 AX1513  HISTORY     - 1943     MONUMENTED       CGS
 AX1513  HISTORY     - 1951     MARK NOT FOUND   LOCENG
 AX1513
 AX1513                          STATION DESCRIPTION
 AX1513
 AX1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1513'4.0 MI W FROM MOULTON.
 AX1513'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MOULTON,
 AX1513'PROCEED WESTERLY ON MOORE AVENUE, GO 0.3 MILE, TURN SOUTHERLY (LEFT)
 AX1513'ONTO GRADED ROAD, GO 0.8 MILE, TURN WESTERLY (RIGHT) ONTO THE ROAD TO
 AX1513'GONZALES AND GO 2.9 MILES TO THE SHERLOCK SCHOOL AND SITE OF BENCH
 AX1513'MARK.  BENCH MARK IS DIRECTLY IN FRONT OF THE SCHOOL BUILDING (SOUTH),
 AX1513'63 FEET WEST OF THE GATE AT THE ENTRANCE TO THE SCHOOL YARD, 33 FEET
 AX1513'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER-LINE OF THE ROAD,
 AX1513'3.0 FEET EAST OF A 4X4 INCH WOODEN MARKER POST AND 2.0 FEET NORTH OF
 AX1513'THE RIGHT-OF-WAY FENCE.
 AX1513
 AX1513                          STATION RECOVERY (1951)
 AX1513
 AX1513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 AX1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0226 ***********************************************************************
 AY0226  DESIGNATION -  M 828
 AY0226  PID         -  AY0226
 AY0226  STATE/COUNTY-  TX/WILSON
 AY0226  USGS QUAD   -  FLORESVILLE (1973)
 AY0226
 AY0226                         *CURRENT SURVEY CONTROL
 AY0226  ___________________________________________________________________
 AY0226* NAD 83(1986)-  29 11 38.     (N)    098 12 15.     (W)     SCALED    
 AY0226* NAVD 88     -       121.169  (meters)     397.54   (feet)  ADJUSTED  
 AY0226  ___________________________________________________________________
 AY0226  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY0226  DYNAMIC HT  -         120.995 (meters)     396.96  (feet)  COMP
 AY0226  MODELED GRAV-     979,212.7   (mgal)                       NAVD 88
 AY0226
 AY0226  VERT ORDER  -  FIRST     CLASS II
 AY0226
 AY0226.The horizontal coordinates were scaled from a topographic map and have
 AY0226.an estimated accuracy of +/- 6 seconds.
 AY0226
 AY0226.The orthometric height was determined by differential leveling
 AY0226.and adjusted by the National Geodetic Survey in June 1991..
 AY0226.WARNING-Repeat measurements at this control monument indicate possible
 AY0226.vertical movement.
 AY0226
 AY0226.The geoid height was determined by GEOID03.
 AY0226
 AY0226.The dynamic height is computed by dividing the NAVD 88
 AY0226.geopotential number by the normal gravity value computed on the
 AY0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0226.degrees latitude (g = 980.6199 gals.).
 AY0226
 AY0226.The modeled gravity was interpolated from observed gravity values.
 AY0226
 AY0226;                    North         East    Units  Estimated Accuracy
 AY0226;SPC TXSC     - 4,151,050.      677,390.      MT  (+/- 180 meters Scaled)
 AY0226
 AY0226                          SUPERSEDED SURVEY CONTROL
 AY0226
 AY0226.No superseded survey control is available for this station.
 AY0226
 AY0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT773297(NAD 83)
 AY0226_MARKER: DB = BENCH MARK DISK
 AY0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0226_STAMPING: M 828 1943
 AY0226_PROJECTION: PROJECTING 20 CENTIMETERS
 AY0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0226+STABILITY: SURFACE MOTION
 AY0226
 AY0226  HISTORY     - Date     Condition        Report By
 AY0226  HISTORY     - 1943     MONUMENTED       CGS
 AY0226  HISTORY     - 1980     GOOD             NGS
 AY0226  HISTORY     - 19951021 GOOD             USPSQD
 AY0226
 AY0226                          STATION DESCRIPTION
 AY0226
 AY0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0226'5.15 MI NW FROM FLORESVILLE.
 AY0226'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0226'STATION AT FLORESVILLE-- PROCEED 5.15 MILES NORTHWESTERLY ALONG THE
 AY0226'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE
 AY0226'SOUTHEAST OF MILEPOST 24, ABOUT 200.0 FEET SOUTHWEST OF THE CENTERLINE
 AY0226'OF U. S. HIGHWAY NO. 181, AND ABOUT 105.0 FEET NORTHWEST OF RAILROAD
 AY0226'CULVERT NO.24.51.  IT IS 55.0 FEET NORTHEAST OF AND ABOUT 4.0 FEET
 AY0226'BELOW THE CENTERLINE OF TRACK, 5.0 FEET NORTHEAST OF A FENCE CORNER,
 AY0226'1.7 FEET SOUTHEAST OF A FENCE, AND 3.7 FEET NORTHEAST OF A 4X4-INCH
 AY0226'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  NOTE-- BENCH MARK IS
 AY0226'ALSO 6.65 MILES SOUTHEAST OF SASPAMCO.
 AY0226
 AY0226                          STATION RECOVERY (1980)
 AY0226
 AY0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0226'7.5 KM (4.65 MI) NORTHWEST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY0226'COURTHOUSE IN FLORESVILLE, THENCE 0.9 KM (0.55 MI) NORTHWEST ALONG
 AY0226'U.S. HIGHWAY 181, 58.2 METERS (191 FT) SOUTHWEST OF THE CENTERLINE OF
 AY0226'THE SOUTHBOUND LANES OF THE HIGHWAY, 39.3 METERS (129 FT) SOUTHWEST OF
 AY0226'TELEPHONE JUNCTION BOX NUMBER 4/55, 34.4 METERS (113 FT) NORTHWEST OF
 AY0226'THE NORTHEAST END OF A WOODEN RAILROAD CULVERT, 16.5 METERS (54.0 FT)
 AY0226'NORTHEAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 AY0226'2.3 METERS (7.5 FT) NORTHEAST OF A CORNER FENCE POST, 0.45 METER
 AY0226'(1.5 FT) SOUTHEAST OF A FENCE.
 AY0226'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AY0226'THE MARK IS 1.8 M BELOW THE TRACKS.
 AY0226
 AY0226                          STATION RECOVERY (1995)
 AY0226
 AY0226'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0502 ***********************************************************************
 AY0502  DESIGNATION -  M 829
 AY0502  PID         -  AY0502
 AY0502  STATE/COUNTY-  TX/WILSON
 AY0502  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0502
 AY0502                         *CURRENT SURVEY CONTROL
 AY0502  ___________________________________________________________________
 AY0502* NAD 83(1986)-  29 14 30.     (N)    098 02 02.     (W)     SCALED    
 AY0502* NAVD 88     -       122.36   (+/-2cm)     401.4    (feet)  VERTCON   
 AY0502  ___________________________________________________________________
 AY0502  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AY0502
 AY0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0502
 AY0502.The horizontal coordinates were scaled from a topographic map and have
 AY0502.an estimated accuracy of +/- 6 seconds.
 AY0502
 AY0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0502.The vertical order pertains to the NGVD 29 superseded value.
 AY0502
 AY0502.The geoid height was determined by GEOID03.
 AY0502
 AY0502;                    North         East    Units  Estimated Accuracy
 AY0502;SPC TXSC     - 4,156,470.      693,900.      MT  (+/- 180 meters Scaled)
 AY0502
 AY0502                          SUPERSEDED SURVEY CONTROL
 AY0502
 AY0502  NGVD 29 (??/??/92)  122.302  (m)          401.25   (f) ADJ UNCH    2 0
 AY0502
 AY0502.Superseded values are not recommended for survey control.
 AY0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0502.See file dsdata.txt to determine how the superseded data were derived.
 AY0502
 AY0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT938351(NAD 83)
 AY0502_MARKER: DB = BENCH MARK DISK
 AY0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0502_SP_SET: ABUTMENT
 AY0502_STAMPING: M 829 1943
 AY0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0502
 AY0502  HISTORY     - Date     Condition        Report By
 AY0502  HISTORY     - 1943     MONUMENTED       CGS
 AY0502  HISTORY     - 1955     GOOD             NGS
 AY0502  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0502  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0502
 AY0502                          STATION DESCRIPTION
 AY0502
 AY0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0502'3.2 MI S FROM SUTHERLAND SPRINGS.
 AY0502'TO REACH FROM THE POST OFFICE AT SUTHERLAND SPRINGS-- PROCEED 2.5
 AY0502'MILES SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO THE INTERSECTION OF
 AY0502'STATE HIGHWAY NO.97 LEADING SOUTHWEST, THENCE 0.7 MILE SOUTHWESTERLY
 AY0502'TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AY0502'NORTHWEST END OF THE NORTHEAST ABUTMENT OF A CONCRETE BRIDGE, 14.5
 AY0502'FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AY0502'HIGHWAY.
 AY0502
 AY0502                          STATION RECOVERY (1955)
 AY0502
 AY0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0502'RECOVERED IN GOOD CONDITION.
 AY0502
 AY0502                          STATION RECOVERY (1996)
 AY0502
 AY0502'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0502'MARK NOT FOUND.
 AY0502
 AY0502                          STATION RECOVERY (2003)
 AY0502
 AY0502'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0503 ***********************************************************************
 AY0503  DESIGNATION -  M 829 RESET 1955
 AY0503  PID         -  AY0503
 AY0503  STATE/COUNTY-  TX/WILSON
 AY0503  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0503
 AY0503                         *CURRENT SURVEY CONTROL
 AY0503  ___________________________________________________________________
 AY0503* NAD 83(1986)-  29 14 30.     (N)    098 02 03.     (W)     SCALED    
 AY0503* NAVD 88     -       121.12   (+/-2cm)     397.4    (feet)  VERTCON   
 AY0503  ___________________________________________________________________
 AY0503  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AY0503
 AY0503  VERT ORDER  -  THIRD (See Below)
 AY0503
 AY0503.The horizontal coordinates were scaled from a topographic map and have
 AY0503.an estimated accuracy of +/- 6 seconds.
 AY0503
 AY0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0503.The vertical order pertains to the NGVD 29 superseded value.
 AY0503
 AY0503.The geoid height was determined by GEOID03.
 AY0503
 AY0503;                    North         East    Units  Estimated Accuracy
 AY0503;SPC TXSC     - 4,156,470.      693,880.      MT  (+/- 180 meters Scaled)
 AY0503
 AY0503                          SUPERSEDED SURVEY CONTROL
 AY0503
 AY0503  NGVD 29 (01/29/03)  121.06   (m)          397.2    (f) RESET       3  
 AY0503
 AY0503.Superseded values are not recommended for survey control.
 AY0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0503.See file dsdata.txt to determine how the superseded data were derived.
 AY0503
 AY0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT938351(NAD 83)
 AY0503_MARKER: DB = BENCH MARK DISK
 AY0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0503_STAMPING: M 829 RESET 1955
 AY0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0503+STABILITY: SURFACE MOTION
 AY0503
 AY0503  HISTORY     - Date     Condition        Report By
 AY0503  HISTORY     - 1955     MONUMENTED       CGS
 AY0503  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0503
 AY0503                          STATION DESCRIPTION
 AY0503
 AY0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AY0503'11.3 MI NE FROM FLORESVILLE.
 AY0503'ABOUT 11.3 MILES NORTHEAST OF THE COURTHOUSE IN FLORESVILLE, WILSON
 AY0503'COUNTY, TEXAS, ALONG HIGHWAY NO.97, ABOUT 0.7 MILE SOUTHWEST FROM
 AY0503'JUNCTION OF HIGHWAYS NOS.97 AND 87 WHICH IS 4.2 MILES NORTHWEST OF
 AY0503'STOCKDALE, 45 YARDS NORTH OF A CONCRETE BRIDGE, 11 YARDS SOUTH WEST OF
 AY0503'A GATE IN A T FENCE AND 1 FOOT NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY
 AY0503'FENCE LINE.  A STANDARD DISK STAMPED M 829 RESET 1955 AND SET IN A
 AY0503'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
 AY0503
 AY0503                          STATION RECOVERY (2003)
 AY0503
 AY0503'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0090 ***********************************************************************
 CA0090  DESIGNATION -  M 83
 CA0090  PID         -  CA0090
 CA0090  STATE/COUNTY-  TX/LAMPASAS
 CA0090  USGS QUAD   -  FLAT TOP PEAK (1979)
 CA0090
 CA0090                         *CURRENT SURVEY CONTROL
 CA0090  ___________________________________________________________________
 CA0090* NAD 83(1986)-  31 07 40.     (N)    098 12 30.     (W)     SCALED    
 CA0090* NAVD 88     -       366.396  (meters)    1202.08   (feet)  ADJUSTED  
 CA0090  ___________________________________________________________________
 CA0090  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA0090  DYNAMIC HT  -         365.906 (meters)    1200.48  (feet)  COMP
 CA0090  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 CA0090
 CA0090  VERT ORDER  -  FIRST     CLASS II
 CA0090
 CA0090.The horizontal coordinates were scaled from a topographic map and have
 CA0090.an estimated accuracy of +/- 6 seconds.
 CA0090
 CA0090.The orthometric height was determined by differential leveling
 CA0090.and adjusted by the National Geodetic Survey in June 1991..
 CA0090
 CA0090.The geoid height was determined by GEOID03.
 CA0090
 CA0090.The dynamic height is computed by dividing the NAVD 88
 CA0090.geopotential number by the normal gravity value computed on the
 CA0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0090.degrees latitude (g = 980.6199 gals.).
 CA0090
 CA0090.The modeled gravity was interpolated from observed gravity values.
 CA0090
 CA0090;                    North         East    Units  Estimated Accuracy
 CA0090;SPC TX C     - 3,163,910.      902,640.      MT  (+/- 180 meters Scaled)
 CA0090
 CA0090                          SUPERSEDED SURVEY CONTROL
 CA0090
 CA0090  NGVD 29 (??/??/92)  366.299  (m)         1201.77   (f) ADJ UNCH    1 2
 CA0090
 CA0090.Superseded values are not recommended for survey control.
 CA0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0090.See file dsdata.txt to determine how the superseded data were derived.
 CA0090
 CA0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV754440(NAD 83)
 CA0090_MARKER: DB = BENCH MARK DISK
 CA0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0090_SP_SET: BUILDING
 CA0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0090
 CA0090  HISTORY     - Date     Condition        Report By
 CA0090  HISTORY     - UNK      MONUMENTED       CGS
 CA0090  HISTORY     - 1932     GOOD             NGS
 CA0090  HISTORY     - 1954     GOOD             USGS
 CA0090  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0090
 CA0090                          STATION DESCRIPTION
 CA0090
 CA0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0090'5.3 MI N FROM LAMPASAS.
 CA0090'ON THE G.C. AND SANTA FE R.R., 60 FEET EAST OF TRACK ON THE FENCE
 CA0090'LINE, 8 RAILS NORTH OF BRIDGE NO. 278-A, 5 1/2 POLES NORTH MILE POLE
 CA0090'NO. 278.
 CA0090
 CA0090                          STATION RECOVERY (1954)
 CA0090
 CA0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CA0090'RECOVERED IN GOOD CONDITION.
 CA0090
 CA0090                          STATION RECOVERY (1983)
 CA0090
 CA0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1571 ***********************************************************************
 AX1571  DESIGNATION -  M 830
 AX1571  PID         -  AX1571
 AX1571  STATE/COUNTY-  TX/CALDWELL
 AX1571  USGS QUAD   -  SANDY FORK (1981)
 AX1571
 AX1571                         *CURRENT SURVEY CONTROL
 AX1571  ___________________________________________________________________
 AX1571* NAD 83(1986)-  29 43 30.     (N)    097 27 34.     (W)     SCALED    
 AX1571* NAVD 88     -       127.62   (+/-2cm)     418.7    (feet)  VERTCON   
 AX1571  ___________________________________________________________________
 AX1571  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX1571
 AX1571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1571
 AX1571.The horizontal coordinates were scaled from a topographic map and have
 AX1571.an estimated accuracy of +/- 6 seconds.
 AX1571
 AX1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1571.The vertical order pertains to the NGVD 29 superseded value.
 AX1571
 AX1571.The geoid height was determined by GEOID03.
 AX1571
 AX1571;                    North         East    Units  Estimated Accuracy
 AX1571;SPC TXSC     - 4,210,630.      749,030.      MT  (+/- 180 meters Scaled)
 AX1571
 AX1571                          SUPERSEDED SURVEY CONTROL
 AX1571
 AX1571  NGVD 29 (??/??/92)  127.561  (m)          418.51   (f) ADJ UNCH    2 0
 AX1571
 AX1571.Superseded values are not recommended for survey control.
 AX1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1571.See file dsdata.txt to determine how the superseded data were derived.
 AX1571
 AX1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT490893(NAD 83)
 AX1571_MARKER: DB = BENCH MARK DISK
 AX1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1571_STAMPING: M 830 1943
 AX1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1571+STABILITY: SURFACE MOTION
 AX1571
 AX1571  HISTORY     - Date     Condition        Report By
 AX1571  HISTORY     - 1943     MONUMENTED       CGS
 AX1571  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1571  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX1571  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1571
 AX1571                          STATION DESCRIPTION
 AX1571
 AX1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1571'7.5 MI NE FROM HARWOOD.
 AX1571'IN CALDWELL COUNTY, 7.5 MILES NORTHEAST OF HARWOOD, GONZALES COUNTY.
 AX1571'THIS BENCH MARK MAY BE REACHED FROM THE PUBLIC SCHOOL BY GOING 2.5
 AX1571'MILES NORTH ALONG A GRADED DIRT ROAD, TURN RIGHT AND GO 2.0 MILES
 AX1571'EAST, TURN LEFT AND GO 1.7 MILES NORTH, AND TURN RIGHT AND GO 1.3
 AX1571'MILES EAST.  IT IS 0.2 MILE EAST OF A SMALL JOG IN THE ROAD, 0.15 MILE
 AX1571'EAST OF A BRIDGE OVER A SMALL CREEK, 22 FEET NORTH OF THE CENTERLINE
 AX1571'OF THE ROAD, 20 FEET WEST OF A 20-INCH OAK TREE, 3 FEET EAST OF A
 AX1571'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD A STANDARD DISK,
 AX1571'STAMPED M 830 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1571'0.6 FOOT ABOVE GROUND.
 AX1571
 AX1571                          STATION RECOVERY (1964)
 AX1571
 AX1571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1571'MARK NOT FOUND.
 AX1571
 AX1571                          STATION RECOVERY (1993)
 AX1571
 AX1571'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1571'MARK NOT FOUND.
 AX1571
 AX1571                          STATION RECOVERY (1999)
 AX1571
 AX1571'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1542 ***********************************************************************
 AX1542  DESIGNATION -  M 831
 AX1542  PID         -  AX1542
 AX1542  STATE/COUNTY-  TX/BASTROP
 AX1542  USGS QUAD   -  JEDDO (1981)
 AX1542
 AX1542                         *CURRENT SURVEY CONTROL
 AX1542  ___________________________________________________________________
 AX1542* NAD 83(1986)-  29 48 22.     (N)    097 18 27.     (W)     SCALED    
 AX1542* NAVD 88     -       129.39   (+/-2cm)     424.5    (feet)  VERTCON   
 AX1542  ___________________________________________________________________
 AX1542  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AX1542
 AX1542  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1542
 AX1542.The horizontal coordinates were scaled from a topographic map and have
 AX1542.an estimated accuracy of +/- 6 seconds.
 AX1542
 AX1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1542.The vertical order pertains to the NGVD 29 superseded value.
 AX1542
 AX1542.The geoid height was determined by GEOID03.
 AX1542
 AX1542;                    North         East    Units  Estimated Accuracy
 AX1542;SPC TX C     - 3,019,440.      992,510.      MT  (+/- 180 meters Scaled)
 AX1542
 AX1542                          SUPERSEDED SURVEY CONTROL
 AX1542
 AX1542  NGVD 29 (??/??/92)  129.333  (m)          424.32   (f) ADJ UNCH    2 0
 AX1542
 AX1542.Superseded values are not recommended for survey control.
 AX1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1542.See file dsdata.txt to determine how the superseded data were derived.
 AX1542
 AX1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT635985(NAD 83)
 AX1542_MARKER: DB = BENCH MARK DISK
 AX1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1542_STAMPING: M 831 1934
 AX1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1542+STABILITY: SURFACE MOTION
 AX1542
 AX1542  HISTORY     - Date     Condition        Report By
 AX1542  HISTORY     - 1934     MONUMENTED       CGS
 AX1542
 AX1542                          STATION DESCRIPTION
 AX1542
 AX1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX1542'0.5 MI E FROM JEDDO.
 AX1542'0.5 MILE EAST ALONG A GRADED ROAD LEADING TO CISTERN FROM THE GENERAL
 AX1542'STORE AT JEDDO, BASTROP COUNTY, AT THE EAST END OF A CULTIVATED FIELD,
 AX1542'24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF THE
 AX1542'RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 AX1542'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M 831 1934 AND SET IN
 AX1542'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0002 ***********************************************************************
 AO0002  DESIGNATION -  M 832
 AO0002  PID         -  AO0002
 AO0002  STATE/COUNTY-  TX/KARNES
 AO0002  USGS QUAD   -  FALLS CITY (1961)
 AO0002
 AO0002                         *CURRENT SURVEY CONTROL
 AO0002  ___________________________________________________________________
 AO0002* NAD 83(1986)-  28 59 05.     (N)    098 01 18.     (W)     SCALED    
 AO0002* NAVD 88     -        90.990  (meters)     298.52   (feet)  ADJUSTED  
 AO0002  ___________________________________________________________________
 AO0002  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AO0002  DYNAMIC HT  -          90.859 (meters)     298.09  (feet)  COMP
 AO0002  MODELED GRAV-     979,202.9   (mgal)                       NAVD 88
 AO0002
 AO0002  VERT ORDER  -  FIRST     CLASS II
 AO0002
 AO0002.The horizontal coordinates were scaled from a topographic map and have
 AO0002.an estimated accuracy of +/- 6 seconds.
 AO0002
 AO0002.The orthometric height was determined by differential leveling
 AO0002.and adjusted by the National Geodetic Survey in June 1991..
 AO0002.WARNING-Repeat measurements at this control monument indicate possible
 AO0002.vertical movement.
 AO0002
 AO0002.The geoid height was determined by GEOID03.
 AO0002
 AO0002.The dynamic height is computed by dividing the NAVD 88
 AO0002.geopotential number by the normal gravity value computed on the
 AO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0002.degrees latitude (g = 980.6199 gals.).
 AO0002
 AO0002.The modeled gravity was interpolated from observed gravity values.
 AO0002
 AO0002;                    North         East    Units  Estimated Accuracy
 AO0002;SPC TXSC     - 4,128,000.      695,330.      MT  (+/- 180 meters Scaled)
 AO0002
 AO0002                          SUPERSEDED SURVEY CONTROL
 AO0002
 AO0002.No superseded survey control is available for this station.
 AO0002
 AO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT953066(NAD 83)
 AO0002_MARKER: DB = BENCH MARK DISK
 AO0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0002_SP_SET: CULVERT
 AO0002_STAMPING: M 832 1943
 AO0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0002
 AO0002  HISTORY     - Date     Condition        Report By
 AO0002  HISTORY     - 1943     MONUMENTED       CGS
 AO0002  HISTORY     - 1981     GOOD             NGS
 AO0002  HISTORY     - 1987     GOOD             USPSQD
 AO0002  HISTORY     - 20050405 MARK NOT FOUND   USPSQD
 AO0002
 AO0002                          STATION DESCRIPTION
 AO0002
 AO0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AO0002'0.35 MI NW FROM FALLS CITY.
 AO0002'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AO0002'STATION AT FALLS CITY-- PROCEED 0.35 MILE NORTHWESTERLY ALONG THE
 AO0002'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 200.0 FEET
 AO0002'NORTHWEST OF THE NORTHWEST END OF RAILROAD TRESTLE NO. 43.82, AND
 AO0002'ABOUT 93.0 FEET SOUTHWEST OF THE CENTERLINE OF TRACK.  IT IS 36.0 FEET
 AO0002'NORTHWEST OF THE SEVENTH POLE (ABOUT 0.25 MILE) NORTHWEST OF MILEPOST
 AO0002'44, 16.0 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 181, AND
 AO0002'SET HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 AO0002'LARGE CONCRETE HIGHWAY CULVERT.
 AO0002
 AO0002                          STATION RECOVERY (1981)
 AO0002
 AO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AO0002'0.5 KM (0.35 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AO0002'FARM ROAD 791 IN FALLS CITY, 0.6 METER (2.0 FT) SOUTHEAST OF THE
 AO0002'NORTHWEST END OF THE NORTHEAST HEADWALL OF A FOUR CHANNEL BOX CULVERT
 AO0002'UNDER THE HIGHWAY, 6.7 METERS (22.0 FT) NORTHEAST OF THE CENTERLINE OF
 AO0002'THE HIGHWAY, 27.7 METERS (91.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF
 AO0002'THE SOUTHERN PACIFIC RAILROAD.
 AO0002'THE MARK IS 0.1 M BELOW THE HIGHWAY.
 AO0002
 AO0002                          STATION RECOVERY (1987)
 AO0002
 AO0002'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AO0002'RECOVERED IN GOOD CONDITION.
 AO0002
 AO0002                          STATION RECOVERY (2005)
 AO0002
 AO0002'RECOVERY NOTE BY US POWER SQUADRON 2005 (EL)
 AO0002'BRIDGE DESCRIBED REPLACED BY NEW BRIDGE SINCE 1981.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0517 ***********************************************************************
 AY0517  DESIGNATION -  M 833
 AY0517  PID         -  AY0517
 AY0517  STATE/COUNTY-  TX/WILSON
 AY0517  USGS QUAD   -  LA VERNIA SW (1992)
 AY0517
 AY0517                         *CURRENT SURVEY CONTROL
 AY0517  ___________________________________________________________________
 AY0517* NAD 83(1986)-  29 21 28.     (N)    098 09 05.     (W)     SCALED    
 AY0517* NAVD 88     -       156.77   (+/-2cm)     514.3    (feet)  VERTCON   
 AY0517  ___________________________________________________________________
 AY0517  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AY0517
 AY0517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0517
 AY0517.The horizontal coordinates were scaled from a topographic map and have
 AY0517.an estimated accuracy of +/- 6 seconds.
 AY0517
 AY0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0517.The vertical order pertains to the NGVD 29 superseded value.
 AY0517
 AY0517.The geoid height was determined by GEOID03.
 AY0517
 AY0517;                    North         East    Units  Estimated Accuracy
 AY0517;SPC TXSC     - 4,169,250.      682,390.      MT  (+/- 180 meters Scaled)
 AY0517
 AY0517                          SUPERSEDED SURVEY CONTROL
 AY0517
 AY0517  NGVD 29 (??/??/92)  156.687  (m)          514.06   (f) ADJ UNCH    2 0
 AY0517
 AY0517.Superseded values are not recommended for survey control.
 AY0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0517.See file dsdata.txt to determine how the superseded data were derived.
 AY0517
 AY0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT823479(NAD 83)
 AY0517_MARKER: DB = BENCH MARK DISK
 AY0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0517_SP_SET: CULVERT
 AY0517_STAMPING: M 833 1943
 AY0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0517
 AY0517  HISTORY     - Date     Condition        Report By
 AY0517  HISTORY     - 1943     MONUMENTED       CGS
 AY0517  HISTORY     - 19960210 GOOD             USPSQD
 AY0517
 AY0517                          STATION DESCRIPTION
 AY0517
 AY0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0517'2.3 MI W FROM LAVERNIA.
 AY0517'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 2.3 MILES WESTERLY
 AY0517'ALONG U. S. HIGHWAY NO. 87 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AY0517'100.0 FEET EAST OF THE CENTERLINE OF A DIRT SIDE ROAD INTERSECTION
 AY0517'LEADING SOUTH, AND 15.0 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE
 AY0517'CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE EAST END OF THE
 AY0517'SOUTH HEADWALL OF A CONCRETE CULVERT.
 AY0517
 AY0517                          STATION RECOVERY (1996)
 AY0517
 AY0517'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2370 ***********************************************************************
 AX2370  DESIGNATION -  M 834
 AX2370  PID         -  AX2370
 AX2370  STATE/COUNTY-  TX/GONZALES
 AX2370  USGS QUAD   -  BELMONT (1994)
 AX2370
 AX2370                         *CURRENT SURVEY CONTROL
 AX2370  ___________________________________________________________________
 AX2370* NAD 83(1986)-  29 30 50.     (N)    097 39 30.     (W)     SCALED    
 AX2370* NAVD 88     -       114.07   (+/-2cm)     374.2    (feet)  VERTCON   
 AX2370  ___________________________________________________________________
 AX2370  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2370
 AX2370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2370
 AX2370.The horizontal coordinates were scaled from a topographic map and have
 AX2370.an estimated accuracy of +/- 6 seconds.
 AX2370
 AX2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2370.The vertical order pertains to the NGVD 29 superseded value.
 AX2370
 AX2370.The geoid height was determined by GEOID03.
 AX2370
 AX2370;                    North         East    Units  Estimated Accuracy
 AX2370;SPC TXSC     - 4,187,000.      730,060.      MT  (+/- 180 meters Scaled)
 AX2370
 AX2370                          SUPERSEDED SURVEY CONTROL
 AX2370
 AX2370  NGVD 29 (??/??/92)  114.017  (m)          374.07   (f) ADJ UNCH    2 0
 AX2370
 AX2370.Superseded values are not recommended for survey control.
 AX2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2370.See file dsdata.txt to determine how the superseded data were derived.
 AX2370
 AX2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT300656(NAD 83)
 AX2370_MARKER: DB = BENCH MARK DISK
 AX2370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2370_SP_SET: CULVERT
 AX2370_STAMPING: M 834 1943
 AX2370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2370
 AX2370  HISTORY     - Date     Condition        Report By
 AX2370  HISTORY     - 1943     MONUMENTED       CGS
 AX2370  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2370  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2370
 AX2370                          STATION DESCRIPTION
 AX2370
 AX2370'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2370'1.65 MI E FROM BELMONT.
 AX2370'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2370'BELMONT, PROCEED 1.65 MI. E. ALONG STATE HIGHWAY NO. 3 TO SITE OF BM.
 AX2370'BENCH MARK IS ABOUT 0.2 MI. W. OF BROWNS STORE AND A PRIVATE ROAD
 AX2370'INTERSECTION LEADING S., 13 FEET S. OF AND ABOUT 1 FOOT ABOVE THE
 AX2370'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE E. END OF THE S.
 AX2370'HEADWALL OF A CONCRETE CULVERT.
 AX2370
 AX2370                          STATION RECOVERY (2003)
 AX2370
 AX2370'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2354 ***********************************************************************
 AX2354  DESIGNATION -  M 835
 AX2354  PID         -  AX2354
 AX2354  STATE/COUNTY-  TX/GONZALES
 AX2354  USGS QUAD   -  BELMONT (1994)
 AX2354
 AX2354                         *CURRENT SURVEY CONTROL
 AX2354  ___________________________________________________________________
 AX2354* NAD 83(1986)-  29 35 54.     (N)    097 39 56.     (W)     SCALED    
 AX2354* NAVD 88     -       132.82   (+/-2cm)     435.8    (feet)  VERTCON   
 AX2354  ___________________________________________________________________
 AX2354  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2354
 AX2354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2354
 AX2354.The horizontal coordinates were scaled from a topographic map and have
 AX2354.an estimated accuracy of +/- 6 seconds.
 AX2354
 AX2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2354.The vertical order pertains to the NGVD 29 superseded value.
 AX2354
 AX2354.The geoid height was determined by GEOID03.
 AX2354
 AX2354;                    North         East    Units  Estimated Accuracy
 AX2354;SPC TXSC     - 4,196,350.      729,250.      MT  (+/- 180 meters Scaled)
 AX2354
 AX2354                          SUPERSEDED SURVEY CONTROL
 AX2354
 AX2354  NGVD 29 (??/??/92)  132.766  (m)          435.58   (f) ADJ UNCH    2 0
 AX2354
 AX2354.Superseded values are not recommended for survey control.
 AX2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2354.See file dsdata.txt to determine how the superseded data were derived.
 AX2354
 AX2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT292750(NAD 83)
 AX2354_MARKER: DB = BENCH MARK DISK
 AX2354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2354_SP_SET: CULVERT
 AX2354_STAMPING: M 835 1943
 AX2354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2354+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2354
 AX2354  HISTORY     - Date     Condition        Report By
 AX2354  HISTORY     - 1943     MONUMENTED       CGS
 AX2354  HISTORY     - 20030517 GOOD             USPSQD
 AX2354
 AX2354                          STATION DESCRIPTION
 AX2354
 AX2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2354'5.35 MI N FROM BELMONT.
 AX2354'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2354'BELMONT, PROCEED 5.35 MI. N. ALONG STATE HIGHWAY NO. 80 TO SITE OF
 AX2354'BENCH MARK.  BENCH MARK IS ABOUT 0.15 MI. N. OF A FARM ROAD
 AX2354'INTERSECTION LEADING W. TO A SMALL FRAME HOUSE, AND 33 FEET S. OF A
 AX2354'THREE 3 INCH OAK TREES.  IT IS 18 FEET E. OF AND ABOUT THE SAME
 AX2354'ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE N.
 AX2354'END OF THE EAST HEADWALL OF A CONCRETE CULVERT.  NOTE-- BENCH MARK IS
 AX2354'ALSO 5.85 MI. S. OF LULING.
 AX2354
 AX2354                          STATION RECOVERY (2003)
 AX2354
 AX2354'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2087 ***********************************************************************
 AX2087  DESIGNATION -  M 836
 AX2087  PID         -  AX2087
 AX2087  STATE/COUNTY-  TX/GONZALES
 AX2087  USGS QUAD   -  NIXON (1987)
 AX2087
 AX2087                         *CURRENT SURVEY CONTROL
 AX2087  ___________________________________________________________________
 AX2087* NAD 83(1986)-  29 19 30.     (N)    097 45 22.     (W)     SCALED    
 AX2087* NAVD 88     -       106.12   (+/-2cm)     348.2    (feet)  VERTCON   
 AX2087  ___________________________________________________________________
 AX2087  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2087
 AX2087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2087
 AX2087.The horizontal coordinates were scaled from a topographic map and have
 AX2087.an estimated accuracy of +/- 6 seconds.
 AX2087
 AX2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2087.The vertical order pertains to the NGVD 29 superseded value.
 AX2087
 AX2087.The geoid height was determined by GEOID03.
 AX2087
 AX2087;                    North         East    Units  Estimated Accuracy
 AX2087;SPC TXSC     - 4,165,960.      720,800.      MT  (+/- 180 meters Scaled)
 AX2087
 AX2087                          SUPERSEDED SURVEY CONTROL
 AX2087
 AX2087  NGVD 29 (??/??/92)  106.082  (m)          348.04   (f) ADJ UNCH    2 0
 AX2087
 AX2087.Superseded values are not recommended for survey control.
 AX2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2087.See file dsdata.txt to determine how the superseded data were derived.
 AX2087
 AX2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT207446(NAD 83)
 AX2087_MARKER: DB = BENCH MARK DISK
 AX2087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2087_SP_SET: CULVERT
 AX2087_STAMPING: M 836 1943
 AX2087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2087
 AX2087  HISTORY     - Date     Condition        Report By
 AX2087  HISTORY     - 1943     MONUMENTED       CGS
 AX2087
 AX2087                          STATION DESCRIPTION
 AX2087
 AX2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2087'4 MI N FROM NIXON.
 AX2087'TO REACH FROM THE NIXON STATE BANK AT NIXON, PROCEED 4 MI. N. ALONG
 AX2087'STATE HIGHWAY NO. 80 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15
 AX2087'MI. N. OF A FRAME HOUSE ON THE W. SIDE OF HIGHWAY AND ABOUT 250 FEET
 AX2087'N. OF THE CENTERLINE OF THE S. LANE OF THE INTERSECTION OF STATE
 AX2087'HIGHWAY NO. 200. IT IS 18 FEET W. OF AND ABOUT 0.5 FOOT ABOVE THE
 AX2087'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE SOUTH END OF THE W.
 AX2087'HEADWALL OF A SMALL CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2045 ***********************************************************************
 AX2045  DESIGNATION -  M 837
 AX2045  PID         -  AX2045
 AX2045  STATE/COUNTY-  TX/GONZALES
 AX2045  USGS QUAD   -  DEWVILLE (1987)
 AX2045
 AX2045                         *CURRENT SURVEY CONTROL
 AX2045  ___________________________________________________________________
 AX2045* NAD 83(1986)-  29 23 51.     (N)    097 47 24.     (W)     SCALED    
 AX2045* NAVD 88     -       130.92   (+/-2cm)     429.5    (feet)  VERTCON   
 AX2045  ___________________________________________________________________
 AX2045  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2045
 AX2045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2045
 AX2045.The horizontal coordinates were scaled from a topographic map and have
 AX2045.an estimated accuracy of +/- 6 seconds.
 AX2045
 AX2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2045.The vertical order pertains to the NGVD 29 superseded value.
 AX2045
 AX2045.The geoid height was determined by GEOID03.
 AX2045
 AX2045;                    North         East    Units  Estimated Accuracy
 AX2045;SPC TXSC     - 4,173,960.      717,430.      MT  (+/- 180 meters Scaled)
 AX2045
 AX2045                          SUPERSEDED SURVEY CONTROL
 AX2045
 AX2045  NGVD 29 (??/??/92)  130.873  (m)          429.37   (f) ADJ UNCH    2 0
 AX2045
 AX2045.Superseded values are not recommended for survey control.
 AX2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2045.See file dsdata.txt to determine how the superseded data were derived.
 AX2045
 AX2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT174526(NAD 83)
 AX2045_MARKER: DB = BENCH MARK DISK
 AX2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2045_STAMPING: M 837 1943
 AX2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2045+STABILITY: SURFACE MOTION
 AX2045
 AX2045  HISTORY     - Date     Condition        Report By
 AX2045  HISTORY     - 1943     MONUMENTED       CGS
 AX2045  HISTORY     - 1961     POOR             USGS
 AX2045  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2045
 AX2045                          STATION DESCRIPTION
 AX2045
 AX2045'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AX2045'3.5 MI SW FROM LEESVILLE.
 AX2045'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 3.5 MI. W. ALONG THE
 AX2045'LEESVILLE-DEWVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX2045'0.7 MI. S.W. OF A CREED, ABOUT 0.1 MI. S. OF A CURVE TO THE EAST, AND
 AX2045'ABOUT 560 FEET N. OF A WOODEN CULVERT, 23 FEET EAST OF AND ABOUT THE
 AX2045'SAME ELEVATION AS THE CENTERLINE OF ROAD, 2.5 FEET EAST OF THE RIGHT
 AX2045'OF WAY FENCE, AND 3.2 FEET S. OF A 4X4 INCH WOODEN MARKER POST.
 AX2045'MONUMENT PROJECTS 0.3 FOOT.  BENCH MARK IS ABOUT 0.4 MI. N. OF AN OLD
 AX2045'FRAME HOUSE.  NOTE-- PART OF MONUMENT AND TABLET REMAIN IN GROUND BUT
 AX2045'PIECES OF BM ARE SCATTERED AROUND THE LOCATION.  WAS APPARENTLY STRUCK
 AX2045'BY A FARMERS CULTIVATION EQUIPMENT.
 AX2045
 AX2045                          STATION RECOVERY (2003)
 AX2045
 AX2045'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1680 ***********************************************************************
 AX1680  DESIGNATION -  M 838
 AX1680  PID         -  AX1680
 AX1680  STATE/COUNTY-  TX/DE WITT
 AX1680  USGS QUAD   -  EDGAR (1987)
 AX1680
 AX1680                         *CURRENT SURVEY CONTROL
 AX1680  ___________________________________________________________________
 AX1680* NAD 83(1986)-  29 12 17.     (N)    097 08 36.     (W)     SCALED    
 AX1680* NAVD 88     -        86.91   (+/-2cm)     285.1    (feet)  VERTCON   
 AX1680  ___________________________________________________________________
 AX1680  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1680
 AX1680  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1680
 AX1680.The horizontal coordinates were scaled from a topographic map and have
 AX1680.an estimated accuracy of +/- 6 seconds.
 AX1680
 AX1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1680.The vertical order pertains to the NGVD 29 superseded value.
 AX1680
 AX1680.The geoid height was determined by GEOID03.
 AX1680
 AX1680;                    North         East    Units  Estimated Accuracy
 AX1680;SPC TXSC     - 4,153,420.      780,520.      MT  (+/- 180 meters Scaled)
 AX1680
 AX1680                          SUPERSEDED SURVEY CONTROL
 AX1680
 AX1680  NGVD 29 (??/??/92)   86.910  (m)          285.14   (f) ADJ UNCH    2 0
 AX1680
 AX1680.Superseded values are not recommended for survey control.
 AX1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1680.See file dsdata.txt to determine how the superseded data were derived.
 AX1680
 AX1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT804320(NAD 83)
 AX1680_MARKER: DB = BENCH MARK DISK
 AX1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1680_STAMPING: M 838 1943
 AX1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1680+STABILITY: SURFACE MOTION
 AX1680
 AX1680  HISTORY     - Date     Condition        Report By
 AX1680  HISTORY     - 1943     MONUMENTED       CGS
 AX1680
 AX1680                          STATION DESCRIPTION
 AX1680
 AX1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1680'7.0 MI S FROM YOAKUM.
 AX1680'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3.65 MILES
 AX1680'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1680'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 3.35 MILES SOUTHERLY TO
 AX1680'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE SOUTH OF A Y-ROAD
 AX1680'INTERSECTION, AND 28.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 AX1680'THE CENTERLINE OF ROAD. IT IS 18.0 FEET SOUTH OF THE CENTERLINE OF A
 AX1680'WIRE GATE, 1.0 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH
 AX1680'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1681 ***********************************************************************
 AX1681  DESIGNATION -  M 838 RESET 1967
 AX1681  PID         -  AX1681
 AX1681  STATE/COUNTY-  TX/DE WITT
 AX1681  USGS QUAD   -  EDGAR (1987)
 AX1681
 AX1681                         *CURRENT SURVEY CONTROL
 AX1681  ___________________________________________________________________
 AX1681* NAD 83(1986)-  29 12 17.     (N)    097 08 35.     (W)     SCALED    
 AX1681* NAVD 88     -        86.88   (+/-2cm)     285.0    (feet)  VERTCON   
 AX1681  ___________________________________________________________________
 AX1681  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1681
 AX1681  VERT ORDER  -  THIRD (See Below)
 AX1681
 AX1681.The horizontal coordinates were scaled from a topographic map and have
 AX1681.an estimated accuracy of +/- 6 seconds.
 AX1681
 AX1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1681.The vertical order pertains to the NGVD 29 superseded value.
 AX1681
 AX1681.The geoid height was determined by GEOID03.
 AX1681
 AX1681;                    North         East    Units  Estimated Accuracy
 AX1681;SPC TXSC     - 4,153,420.      780,550.      MT  (+/- 180 meters Scaled)
 AX1681
 AX1681                          SUPERSEDED SURVEY CONTROL
 AX1681
 AX1681  NGVD 29 (01/29/03)   86.89   (m)          285.1    (f) RESET       3  
 AX1681
 AX1681.Superseded values are not recommended for survey control.
 AX1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1681.See file dsdata.txt to determine how the superseded data were derived.
 AX1681
 AX1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT805320(NAD 83)
 AX1681_MARKER: DB = BENCH MARK DISK
 AX1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1681_STAMPING: M 838 RESET 1967
 AX1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1681+STABILITY: SURFACE MOTION
 AX1681
 AX1681  HISTORY     - Date     Condition        Report By
 AX1681  HISTORY     - 1967     MONUMENTED       TXHD
 AX1681  HISTORY     - 1968     GOOD             TXHD
 AX1681
 AX1681                          STATION DESCRIPTION
 AX1681
 AX1681'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 AX1681'3.1 MI N FROM STRATTON.
 AX1681'3.1 MILES NORTH ALONG GRAVEL ROAD FROM THE T-JUNCTION OF F.M. HIGHWAY
 AX1681'1447 AT STRATTON, MAY ALSO BE REACHED BY GOING 3.65 MILES
 AX1681'SOUTHEASTERLY ALONG F.M. HIGHWAY 682 THENCE 382 SOUTHERLY ALONG F.M.
 AX1681'HIGHWAY 3010, 50 FEET WEST OF CENTER LINE STATION 176 + 66 OF F.M.
 AX1681'HIGHWAY 3010, AT THE WESTERN RIGHT-OF-WAY LINE AND 831 FEET FROM A 24
 AX1681'IN. X 36 FT. CONCRETE PIPE CULVERT, SET IN THE TOP OF A CONCRETE POST
 AX1681'WITH A 4 X 4 IN. WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1727 ***********************************************************************
 AX1727  DESIGNATION -  M 839
 AX1727  PID         -  AX1727
 AX1727  STATE/COUNTY-  TX/DE WITT
 AX1727  USGS QUAD   -  FORDTRAN (1987)
 AX1727
 AX1727                         *CURRENT SURVEY CONTROL
 AX1727  ___________________________________________________________________
 AX1727* NAD 83(1986)-  29 05 51.     (N)    097 07 17.     (W)     SCALED    
 AX1727* NAVD 88     -        70.91   (+/-2cm)     232.6    (feet)  VERTCON   
 AX1727  ___________________________________________________________________
 AX1727  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX1727
 AX1727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1727
 AX1727.The horizontal coordinates were scaled from a topographic map and have
 AX1727.an estimated accuracy of +/- 6 seconds.
 AX1727
 AX1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1727.The vertical order pertains to the NGVD 29 superseded value.
 AX1727
 AX1727.The geoid height was determined by GEOID03.
 AX1727
 AX1727;                    North         East    Units  Estimated Accuracy
 AX1727;SPC TXSC     - 4,141,570.      782,850.      MT  (+/- 180 meters Scaled)
 AX1727
 AX1727                          SUPERSEDED SURVEY CONTROL
 AX1727
 AX1727  NGVD 29 (??/??/92)   70.929  (m)          232.71   (f) ADJ UNCH    2 0
 AX1727
 AX1727.Superseded values are not recommended for survey control.
 AX1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1727.See file dsdata.txt to determine how the superseded data were derived.
 AX1727
 AX1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT828202(NAD 83)
 AX1727_MARKER: DB = BENCH MARK DISK
 AX1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1727_STAMPING: M 839 1943
 AX1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1727+STABILITY: SURFACE MOTION
 AX1727
 AX1727  HISTORY     - Date     Condition        Report By
 AX1727  HISTORY     - 1943     MONUMENTED       CGS
 AX1727  HISTORY     - 1961     GOOD             NGS
 AX1727
 AX1727                          STATION DESCRIPTION
 AX1727
 AX1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1727'11.8 MI SE FROM CUERO.
 AX1727'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION.  TO REACH FROM THE
 AX1727'JUNCTION OF U.S. HIGHWAYS 77A AND 87 IN CUERO, GO SOUTHEAST ON U.S.
 AX1727'HIGHWAY 87 FOR 4.6 MILES TO A ROAD ON THE LEFT.  BEAR LEFT AND FOLLOW
 AX1727'ROAD, (THE ROAD PARALLELS THE HIGHWAY FOR ABOUT 1 MILE) SOUTHEAST AND
 AX1727'NORTHEAST, 7.2 MILES TO THE FOURTH CATTLE GUARD ALONG THIS ROAD TO THE
 AX1727'BENCH MARK.  THE MARK IS ALSO 0.7 MILE WEST OF THE JUNCTION OF A ROAD
 AX1727'LEADING SOUTH.  IT IS 22 FEET NORTH OF THE CENTER OF CATTLE GUARD, 15
 AX1727'FEET SOUTH OF AN EAST-WEST ROAD, 10 FEET EAST OF A TRACK ROAD, AND 1
 AX1727'FOOT SOUTHWEST OF A METAL WITNESS POST.  A STANDARD DISK STAMPED M 839
 AX1727'1943, IS SET IN A 6IN. X 6IN. CONCRETE POST, FLUSH WITH THE SURFACE OF
 AX1727'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0119 ***********************************************************************
 CA0119  DESIGNATION -  M 84
 CA0119  PID         -  CA0119
 CA0119  STATE/COUNTY-  TX/MILLS
 CA0119  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0119
 CA0119                         *CURRENT SURVEY CONTROL
 CA0119  ___________________________________________________________________
 CA0119* NAD 83(1986)-  31 18 54.     (N)    098 28 04.     (W)     SCALED    
 CA0119* NAVD 88     -       450.692  (meters)    1478.65   (feet)  ADJUSTED  
 CA0119  ___________________________________________________________________
 CA0119  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CA0119  DYNAMIC HT  -         450.088 (meters)    1476.66  (feet)  COMP
 CA0119  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 CA0119
 CA0119  VERT ORDER  -  FIRST     CLASS II
 CA0119
 CA0119.The horizontal coordinates were scaled from a topographic map and have
 CA0119.an estimated accuracy of +/- 6 seconds.
 CA0119
 CA0119.The orthometric height was determined by differential leveling
 CA0119.and adjusted by the National Geodetic Survey in June 1991..
 CA0119.WARNING-Repeat measurements at this control monument indicate possible
 CA0119.vertical movement.
 CA0119
 CA0119.The geoid height was determined by GEOID03.
 CA0119
 CA0119.The dynamic height is computed by dividing the NAVD 88
 CA0119.geopotential number by the normal gravity value computed on the
 CA0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0119.degrees latitude (g = 980.6199 gals.).
 CA0119
 CA0119.The modeled gravity was interpolated from observed gravity values.
 CA0119
 CA0119;                    North         East    Units  Estimated Accuracy
 CA0119;SPC TX C     - 3,184,220.      877,550.      MT  (+/- 180 meters Scaled)
 CA0119
 CA0119                          SUPERSEDED SURVEY CONTROL
 CA0119
 CA0119  NGVD 29 (??/??/92)  450.560  (m)         1478.21   (f) ADJ UNCH    1 2
 CA0119
 CA0119.Superseded values are not recommended for survey control.
 CA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0119.See file dsdata.txt to determine how the superseded data were derived.
 CA0119
 CA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV506646(NAD 83)
 CA0119_MARKER: DB = BENCH MARK DISK
 CA0119_SETTING: 0 = UNSPECIFIED SETTING
 CA0119_MARK LOGO: CGS   
 CA0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0119
 CA0119  HISTORY     - Date     Condition        Report By
 CA0119  HISTORY     - UNK      MONUMENTED       CGS
 CA0119  HISTORY     - 1932     GOOD             NGS
 CA0119  HISTORY     - 1934     GOOD             NGS
 CA0119  HISTORY     - 1983     GOOD             NGS
 CA0119
 CA0119                          STATION DESCRIPTION
 CA0119
 CA0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0119'1.3 MI S FROM SCALLORN.
 CA0119'ON THE G.C. AND SANTA FE R.R. MARK IS 50 FEET WEST OF THE TRACK ON THE
 CA0119'FENCE LINE, 1 1/4 POLES NORTH MILE POLE NO. 301, 5 1/2 RAILS NORTH
 CA0119'CULVERT NO. 301-A, 7 1/2 RAILS NORTH VERTICAL MILE RAIL NO. 301.
 CA0119
 CA0119                          STATION RECOVERY (1934)
 CA0119
 CA0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0119'RECOVERED IN GOOD CONDITION.
 CA0119
 CA0119                          STATION RECOVERY (1983)
 CA0119
 CA0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0119'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  14.9 KM (9.25
 CA0119'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 CA0119'STATION IN LOMETA, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 301, 38.4
 CA0119'METERS (126.0 FT) SOUTHEAST OF A FENCE CORNER, 15.3 METERS (50.2 FT)
 CA0119'SOUTHWEST OF THE NEAR RAIL AND 8.4 METERS (27.6 FT) NORTHWEST OF A
 CA0119'UTILITY POLE.
 CA0119'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0119'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0147 ***********************************************************************
 AY0147  DESIGNATION -  M 840
 AY0147  PID         -  AY0147
 AY0147  STATE/COUNTY-  TX/BEXAR
 AY0147  USGS QUAD   -  SCHERTZ (1992)
 AY0147
 AY0147                         *CURRENT SURVEY CONTROL
 AY0147  ___________________________________________________________________
 AY0147* NAD 83(1986)-  29 31 58.     (N)    098 15 03.     (W)     SCALED    
 AY0147* NAVD 88     -       218.61   (+/-2cm)     717.2    (feet)  VERTCON   
 AY0147  ___________________________________________________________________
 AY0147  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AY0147
 AY0147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0147
 AY0147.The horizontal coordinates were scaled from a topographic map and have
 AY0147.an estimated accuracy of +/- 6 seconds.
 AY0147
 AY0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0147.The vertical order pertains to the NGVD 29 superseded value.
 AY0147
 AY0147.The geoid height was determined by GEOID03.
 AY0147
 AY0147;                    North         East    Units  Estimated Accuracy
 AY0147;SPC TXSC     - 4,188,580.      672,610.      MT  (+/- 180 meters Scaled)
 AY0147
 AY0147                          SUPERSEDED SURVEY CONTROL
 AY0147
 AY0147  NGVD 29 (??/??/92)  218.51   (m)          716.9    (f) COMPUTED    2 0
 AY0147
 AY0147.Superseded values are not recommended for survey control.
 AY0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0147.See file dsdata.txt to determine how the superseded data were derived.
 AY0147
 AY0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT725672(NAD 83)
 AY0147_MARKER: DB = BENCH MARK DISK
 AY0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0147_STAMPING: M 840 1943
 AY0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0147+STABILITY: SURFACE MOTION
 AY0147
 AY0147  HISTORY     - Date     Condition        Report By
 AY0147  HISTORY     - 1943     MONUMENTED       CGS
 AY0147  HISTORY     - 1958     MARK NOT FOUND   NGS
 AY0147  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0147
 AY0147                          STATION DESCRIPTION
 AY0147
 AY0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0147'1.0 MI SE FROM RANDOLPH FIELD.
 AY0147'TO REACH FROM THE NORTHEAST CORNER OF RANDOLPH FIELD, PROCEED 1.0 MILE
 AY0147'SOUTHEASTERLY ALONG THE TRAINER HALE ROAD TO A LARGE S CURVE AND SITE
 AY0147'OF BENCH MARK.  BENCH MARK IS 0.1 MILE SOUTHWEST OF THE INTERSECTION
 AY0147'OF A TRACK ROAD LEADING NORTHEAST, 37.0 FEET NORTH OF THE CENTERLINE
 AY0147'OF INTERSECTION OF A TRACK ROAD LEADING SOUTHWEST.  IT IS 29.0 FEET
 AY0147'NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AY0147'TRAINER HALE ROAD.  IT IS 4.5 FEET SOUTHWEST OF A TELEPHONE POLE, 2.5
 AY0147'FEET NORTHWEST OF THE RIGHT OF WAY FENCE. MONUMENT IS 3.0 FEET
 AY0147'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AY0147'FOOT.
 AY0147
 AY0147                          STATION RECOVERY (1958)
 AY0147
 AY0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AY0147'MARK NOT FOUND.
 AY0147
 AY0147                          STATION RECOVERY (1999)
 AY0147
 AY0147'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1214 ***********************************************************************
 AX1214  DESIGNATION -  M 842
 AX1214  PID         -  AX1214
 AX1214  STATE/COUNTY-  TX/FAYETTE
 AX1214  USGS QUAD   -  SWISS ALP (1981)
 AX1214
 AX1214                         *CURRENT SURVEY CONTROL
 AX1214  ___________________________________________________________________
 AX1214* NAD 83(1986)-  29 45 33.     (N)    096 56 27.     (W)     SCALED    
 AX1214* NAVD 88     -       123.88   (+/-2cm)     406.4    (feet)  VERTCON   
 AX1214  ___________________________________________________________________
 AX1214  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AX1214
 AX1214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1214
 AX1214.The horizontal coordinates were scaled from a topographic map and have
 AX1214.an estimated accuracy of +/- 6 seconds.
 AX1214
 AX1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1214.The vertical order pertains to the NGVD 29 superseded value.
 AX1214
 AX1214.The geoid height was determined by GEOID03.
 AX1214
 AX1214;                    North         East    Units  Estimated Accuracy
 AX1214;SPC TXSC     - 4,215,190.      799,130.      MT  (+/- 180 meters Scaled)
 AX1214
 AX1214                          SUPERSEDED SURVEY CONTROL
 AX1214
 AX1214  NGVD 29 (??/??/92)  123.84   (m)          406.3    (f) COMPUTED    2 0
 AX1214
 AX1214.Superseded values are not recommended for survey control.
 AX1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1214.See file dsdata.txt to determine how the superseded data were derived.
 AX1214
 AX1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT991938(NAD 83)
 AX1214_MARKER: DB = BENCH MARK DISK
 AX1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1214_STAMPING: M 842 1943
 AX1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1214+STABILITY: SURFACE MOTION
 AX1214
 AX1214  HISTORY     - Date     Condition        Report By
 AX1214  HISTORY     - 1943     MONUMENTED       CGS
 AX1214  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1214
 AX1214                          STATION DESCRIPTION
 AX1214
 AX1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1214'1.8 MI E FROM FREYBURG.
 AX1214'TO REACH FROM GLECKLERS STORE AT FREYBURG, PROCEED 1.8 MILE EASTERLY
 AX1214'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE EAST
 AX1214'OF A DOUBLE CURVE IN THE ROAD.  IT IS 33.0 FEET NORTH OF AND ABOUT THE
 AX1214'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.5 FEET NORTHEAST OF A
 AX1214'FENCE CORNER POST AND 2.4 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1214'POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1214
 AX1214                          STATION RECOVERY (1997)
 AX1214
 AX1214'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1215 ***********************************************************************
 AX1215  DESIGNATION -  M 842 RESET 1950
 AX1215  PID         -  AX1215
 AX1215  STATE/COUNTY-  TX/FAYETTE
 AX1215  USGS QUAD   -  SWISS ALP (1981)
 AX1215
 AX1215                         *CURRENT SURVEY CONTROL
 AX1215  ___________________________________________________________________
 AX1215* NAD 83(1986)-  29 45 33.     (N)    096 56 27.     (W)     SCALED    
 AX1215* NAVD 88     -       124.57   (+/-2cm)     408.7    (feet)  VERTCON   
 AX1215  ___________________________________________________________________
 AX1215  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AX1215
 AX1215  VERT ORDER  -  THIRD (See Below)
 AX1215
 AX1215.The horizontal coordinates were scaled from a topographic map and have
 AX1215.an estimated accuracy of +/- 6 seconds.
 AX1215
 AX1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1215.The vertical order pertains to the NGVD 29 superseded value.
 AX1215
 AX1215.The geoid height was determined by GEOID03.
 AX1215
 AX1215;                    North         East    Units  Estimated Accuracy
 AX1215;SPC TXSC     - 4,215,190.      799,130.      MT  (+/- 180 meters Scaled)
 AX1215
 AX1215                          SUPERSEDED SURVEY CONTROL
 AX1215
 AX1215  NGVD 29 (??/??/??)  124.53   (m)          408.6    (f) RESET       3  
 AX1215
 AX1215.Superseded values are not recommended for survey control.
 AX1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1215.See file dsdata.txt to determine how the superseded data were derived.
 AX1215
 AX1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT991938(NAD 83)
 AX1215_MARKER: DB = BENCH MARK DISK
 AX1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1215_STAMPING: M 842 RESET 1950
 AX1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1215+STABILITY: SURFACE MOTION
 AX1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1215+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX1215
 AX1215  HISTORY     - Date     Condition        Report By
 AX1215  HISTORY     - 1950     MONUMENTED       TXHD
 AX1215  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1215  HISTORY     - 20041207 GOOD             USPSQD
 AX1215
 AX1215                          STATION DESCRIPTION
 AX1215
 AX1215'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AX1215'1.8 MI E FROM FREYBURG.
 AX1215'1.8 MILES EAST ALONG FARM-TO-MARKET HIGHWAY 956 FROM THE GLECKLER
 AX1215'STORE AT FREYBURG, FAYETTE COUNTY, 40 FEET NORTH OF THE CENTER LINE OF
 AX1215'THE HIGHWAY, AT THE RIGHT-OF-WAY LINE, AND 4 FEET WEST OF A WHITE
 AX1215'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 842 RESET 1950 AND
 AX1215'SET IN THE TOP OF A CONCRETE POST.
 AX1215
 AX1215                          STATION RECOVERY (1997)
 AX1215
 AX1215'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1215'MARK NOT FOUND.
 AX1215
 AX1215                          STATION RECOVERY (2004)
 AX1215
 AX1215'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1215'ORANGE TAPE ON A SLAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1117 ***********************************************************************
 AX1117  DESIGNATION -  M 843
 AX1117  PID         -  AX1117
 AX1117  STATE/COUNTY-  TX/COLORADO
 AX1117  USGS QUAD   -  COLUMBUS (1981)
 AX1117
 AX1117                         *CURRENT SURVEY CONTROL
 AX1117  ___________________________________________________________________
 AX1117* NAD 83(1986)-  29 38 25.     (N)    096 35 34.     (W)     SCALED    
 AX1117* NAVD 88     -        71.78   (+/-2cm)     235.5    (feet)  VERTCON   
 AX1117  ___________________________________________________________________
 AX1117  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1117
 AX1117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1117
 AX1117.The horizontal coordinates were scaled from a topographic map and have
 AX1117.an estimated accuracy of +/- 6 seconds.
 AX1117
 AX1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1117.The vertical order pertains to the NGVD 29 superseded value.
 AX1117
 AX1117.The geoid height was determined by GEOID03.
 AX1117
 AX1117;                    North         East    Units  Estimated Accuracy
 AX1117;SPC TXSC     - 4,202,660.      833,050.      MT  (+/- 180 meters Scaled)
 AX1117
 AX1117                          SUPERSEDED SURVEY CONTROL
 AX1117
 AX1117  NGVD 29 (??/??/92)   71.762  (m)          235.44   (f) ADJ UNCH    2 0
 AX1117
 AX1117.Superseded values are not recommended for survey control.
 AX1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1117.See file dsdata.txt to determine how the superseded data were derived.
 AX1117
 AX1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT330813(NAD 83)
 AX1117_MARKER: DB = BENCH MARK DISK
 AX1117_SETTING: 0 = UNSPECIFIED SETTING
 AX1117_STAMPING: M 843 1943
 AX1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1117
 AX1117  HISTORY     - Date     Condition        Report By
 AX1117  HISTORY     - 1943     MONUMENTED       CGS
 AX1117  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1117
 AX1117                          STATION DESCRIPTION
 AX1117
 AX1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1117'5.35 MI S FROM GLIDDEN.
 AX1117'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1117'STATION AT GLIDDEN, PROCEED 0.4 MILE EASTERLY ALONG U.S. HIGHWAY NO.
 AX1117'90 TO THE INTERSECTION OF A GRAVEL ROAD LEADING SOUTH, THENCE 4.95
 AX1117'MILES SOUTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX1117'IS 0.15 MILE NORTH OF A 30.0 FOOT WOODEN BRIDGE OVER A CREEK. IT IS
 AX1117'0.05 MILE SOUTH OF A DOUBLE TURN IN THE ROAD, 19.4 FEET WEST OF AND
 AX1117'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.6 FEET WEST
 AX1117'OF THE WEST RIGHT-OF-WAY FENCE AND 2.9 FEET NORTH OF A 4X4 INCH WHITE
 AX1117'WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX1117
 AX1117                          STATION RECOVERY (2004)
 AX1117
 AX1117'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1167 ***********************************************************************
 AX1167  DESIGNATION -  M 844
 AX1167  PID         -  AX1167
 AX1167  STATE/COUNTY-  TX/LAVACA
 AX1167  USGS QUAD   -  OAKLAND (1981)
 AX1167
 AX1167                         *CURRENT SURVEY CONTROL
 AX1167  ___________________________________________________________________
 AX1167* NAD 83(1986)-  29 31 08.     (N)    096 46 06.     (W)     SCALED    
 AX1167* NAVD 88     -        79.23   (+/-2cm)     259.9    (feet)  VERTCON   
 AX1167  ___________________________________________________________________
 AX1167  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1167
 AX1167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1167
 AX1167.The horizontal coordinates were scaled from a topographic map and have
 AX1167.an estimated accuracy of +/- 6 seconds.
 AX1167
 AX1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1167.The vertical order pertains to the NGVD 29 superseded value.
 AX1167
 AX1167.The geoid height was determined by GEOID03.
 AX1167
 AX1167;                    North         East    Units  Estimated Accuracy
 AX1167;SPC TXSC     - 4,188,870.      816,320.      MT  (+/- 180 meters Scaled)
 AX1167
 AX1167                          SUPERSEDED SURVEY CONTROL
 AX1167
 AX1167  NGVD 29 (??/??/92)   79.223  (m)          259.92   (f) ADJ UNCH    2 0
 AX1167
 AX1167.Superseded values are not recommended for survey control.
 AX1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1167.See file dsdata.txt to determine how the superseded data were derived.
 AX1167
 AX1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT162675(NAD 83)
 AX1167_MARKER: DB = BENCH MARK DISK
 AX1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1167_STAMPING: M 844 1943
 AX1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1167+STABILITY: SURFACE MOTION
 AX1167
 AX1167  HISTORY     - Date     Condition        Report By
 AX1167  HISTORY     - 1943     MONUMENTED       CGS
 AX1167  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1167  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1167
 AX1167                          STATION DESCRIPTION
 AX1167
 AX1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1167'14.85 MI S FROM WEIMAR.
 AX1167'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1167'ALONG U.S. HIGHWAY NO. 90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1167'THENCE 14.6 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO SITE OF BENCH
 AX1167'MARK.  BENCH MARK IS 100.0 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 AX1167'45.0 FOOT WOODEN BRIDGE OVER A CREEK.  IT IS 22.5 FEET NORTHWEST OF
 AX1167'AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD, 6.9 FEET
 AX1167'NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE AND 3.3 FEET SOUTHWEST
 AX1167'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1167
 AX1167                          STATION RECOVERY (1997)
 AX1167
 AX1167'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1167'MARK NOT FOUND.
 AX1167
 AX1167                          STATION RECOVERY (2004)
 AX1167
 AX1167'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0578 ***********************************************************************
 AX0578  DESIGNATION -  M 845
 AX0578  PID         -  AX0578
 AX0578  STATE/COUNTY-  TX/LAVACA
 AX0578  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0578
 AX0578                         *CURRENT SURVEY CONTROL
 AX0578  ___________________________________________________________________
 AX0578* NAD 83(1986)-  29 27 23.     (N)    096 56 22.     (W)     SCALED    
 AX0578* NAVD 88     -        82.12   (+/-2cm)     269.4    (feet)  VERTCON   
 AX0578  ___________________________________________________________________
 AX0578  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0578
 AX0578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0578
 AX0578.The horizontal coordinates were scaled from a topographic map and have
 AX0578.an estimated accuracy of +/- 6 seconds.
 AX0578
 AX0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0578.The vertical order pertains to the NGVD 29 superseded value.
 AX0578
 AX0578.The geoid height was determined by GEOID03.
 AX0578
 AX0578;                    North         East    Units  Estimated Accuracy
 AX0578;SPC TXSC     - 4,181,640.      799,850.      MT  (+/- 180 meters Scaled)
 AX0578
 AX0578                          SUPERSEDED SURVEY CONTROL
 AX0578
 AX0578  NGVD 29 (??/??/92)   82.11   (m)          269.4    (f) COMPUTED    2 0
 AX0578
 AX0578.Superseded values are not recommended for survey control.
 AX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0578.See file dsdata.txt to determine how the superseded data were derived.
 AX0578
 AX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT998603(NAD 83)
 AX0578_MARKER: DB = BENCH MARK DISK
 AX0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0578_SP_SET: CULVERT
 AX0578_STAMPING: M 845 1943
 AX0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0578
 AX0578  HISTORY     - Date     Condition        Report By
 AX0578  HISTORY     - 1943     MONUMENTED       CGS
 AX0578  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0578  HISTORY     - 20050120 MARK NOT FOUND   USPSQD
 AX0578
 AX0578                          STATION DESCRIPTION
 AX0578
 AX0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0578'1.0 MI N FROM HALLETTSVILLE.
 AX0578'TO REACH FROM THE CITY HALL AT HALLETTSVILLE, PROCEED 1.0 MILE
 AX0578'NORTHERLY ALONG U.S. HIGHWAY NO.77 TO A CONCRETE CULVERT AND SITE OF
 AX0578'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH
 AX0578'END OF THE EAST HEADWALL OF A 2X4 FOOT CONCRETE BOX CULVERT UNDER THE
 AX0578'HIGHWAY.  IT IS 16.6 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AX0578'CENTERLINE OF THE HIGHWAY.
 AX0578
 AX0578                          STATION RECOVERY (1997)
 AX0578
 AX0578'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0578'MARK NOT FOUND.
 AX0578
 AX0578                          STATION RECOVERY (2005)
 AX0578
 AX0578'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX0578'US 77 HAS BEEN INCREASED IN WIDTH.   THE MARK WOULD BE UNDER BLACKTOP
 AX0578'ABOUT 7 FEET FROM EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7677 ***********************************************************************
 AJ7677  DESIGNATION -  M 845 RESET
 AJ7677  PID         -  AJ7677
 AJ7677  STATE/COUNTY-  TX/LAVACA
 AJ7677  USGS QUAD   -  HALLETTSVILLE (1981)
 AJ7677
 AJ7677                         *CURRENT SURVEY CONTROL
 AJ7677  ___________________________________________________________________
 AJ7677* NAD 83(1986)-  29 27 24.     (N)    096 56 21.     (W)     SCALED    
 AJ7677* NAVD 88     -        81.69   (meters)     268.0    (feet)  RESET     
 AJ7677  ___________________________________________________________________
 AJ7677  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AJ7677
 AJ7677  VERT ORDER  -  THIRD
 AJ7677
 AJ7677.The horizontal coordinates were scaled from a topographic map and have
 AJ7677.an estimated accuracy of +/- 6 seconds.
 AJ7677
 AJ7677.The orthometric height was computed from unverified reset data.
 AJ7677.No vertical observational check was made to the station.
 AJ7677
 AJ7677.The geoid height was determined by GEOID03.
 AJ7677
 AJ7677;                    North         East    Units  Estimated Accuracy
 AJ7677;SPC TXSC     - 4,181,670.      799,880.      MT  (+/- 180 meters Scaled)
 AJ7677
 AJ7677                          SUPERSEDED SURVEY CONTROL
 AJ7677
 AJ7677.No superseded survey control is available for this station.
 AJ7677
 AJ7677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT998603(NAD 83)
 AJ7677_MARKER: DV = VERTICAL CONTROL DISK
 AJ7677_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ7677_SP_SET: BOX CULVERT HEADWALL
 AJ7677_STAMPING: M 845 RESET 2000
 AJ7677_MARK LOGO: NGS   
 AJ7677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7677+STABILITY: SURFACE MOTION
 AJ7677
 AJ7677  HISTORY     - Date     Condition        Report By
 AJ7677  HISTORY     - 2000     MONUMENTED       LOCENG
 AJ7677
 AJ7677                          STATION DESCRIPTION
 AJ7677
 AJ7677'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DJ)
 AJ7677'0.9 MILES (1.4 KM) NORTH ALONG U.S.  HIGHWAY 77 FROM THE JUNCTION OF
 AJ7677'U.S.  HIGHWAY 90A AT HALLETTSVILLE AND ABOUT 100 FEET (30.5 M) SOUTH
 AJ7677'OF THE ENTRANCE AT THE HOSPITAL, A DISK SET IN THE TOP OF THE EAST
 AJ7677'HEADWALL OF A 2-BARREL FIVE FOOT WIDE BY TWO FOOT HIGH CONCRETE BOX
 AJ7677'CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0579 ***********************************************************************
 AX0579  DESIGNATION -  M 845 RESET 1956
 AX0579  PID         -  AX0579
 AX0579  STATE/COUNTY-  TX/LAVACA
 AX0579  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0579
 AX0579                         *CURRENT SURVEY CONTROL
 AX0579  ___________________________________________________________________
 AX0579* NAD 83(1986)-  29 27 24.     (N)    096 56 21.     (W)     SCALED    
 AX0579* NAVD 88     -        81.941  (meters)     268.83   (feet)  ADJUSTED  
 AX0579  ___________________________________________________________________
 AX0579  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0579  DYNAMIC HT  -          81.825 (meters)     268.45  (feet)  COMP
 AX0579  MODELED GRAV-     979,234.4   (mgal)                       NAVD 88
 AX0579
 AX0579  VERT ORDER  -  FIRST     CLASS I
 AX0579
 AX0579.The horizontal coordinates were scaled from a topographic map and have
 AX0579.an estimated accuracy of +/- 6 seconds.
 AX0579
 AX0579.The orthometric height was determined by differential leveling
 AX0579.and adjusted by the National Geodetic Survey in June 1991..
 AX0579
 AX0579.The geoid height was determined by GEOID03.
 AX0579
 AX0579.The dynamic height is computed by dividing the NAVD 88
 AX0579.geopotential number by the normal gravity value computed on the
 AX0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0579.degrees latitude (g = 980.6199 gals.).
 AX0579
 AX0579.The modeled gravity was interpolated from observed gravity values.
 AX0579
 AX0579;                    North         East    Units  Estimated Accuracy
 AX0579;SPC TXSC     - 4,181,670.      799,880.      MT  (+/- 180 meters Scaled)
 AX0579
 AX0579                          SUPERSEDED SURVEY CONTROL
 AX0579
 AX0579  NGVD 29 (??/??/92)   81.933  (m)          268.81   (f) ADJ UNCH    1 1
 AX0579
 AX0579.Superseded values are not recommended for survey control.
 AX0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0579.See file dsdata.txt to determine how the superseded data were derived.
 AX0579
 AX0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT998603(NAD 83)
 AX0579_MARKER: DB = BENCH MARK DISK
 AX0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0579_SP_SET: CULVERT
 AX0579_STAMPING: M 845 RESET 1956
 AX0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0579+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AX0579
 AX0579  HISTORY     - Date     Condition        Report By
 AX0579  HISTORY     - 1956     MONUMENTED       CGS
 AX0579  HISTORY     - 1972     GOOD             NGS
 AX0579  HISTORY     - 19970607 GOOD             USPSQD
 AX0579  HISTORY     - 20050120 GOOD             USPSQD
 AX0579
 AX0579                          STATION DESCRIPTION
 AX0579
 AX0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0579'0.9 MI N FROM HALLETTSVILLE.
 AX0579'ABOUT 0.9 MILE NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U. S.
 AX0579'HIGHWAY 90 A AT HALLETTSVILLE, SET ON THE TOP AND IN THE CENTER OF THE
 AX0579'EAST HEADWALL FOR A 10-BY-2-FOOT BOX CULVERT UNDER THE HIGHWAY WITH
 AX0579'ONE PARTITION, 25.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 1
 AX0579'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AX0579
 AX0579                          STATION RECOVERY (1997)
 AX0579
 AX0579'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0579'RECOVERED IN GOOD CONDITION.
 AX0579
 AX0579                          STATION RECOVERY (2005)
 AX0579
 AX0579'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1502 ***********************************************************************
 AX1502  DESIGNATION -  M 846
 AX1502  PID         -  AX1502
 AX1502  STATE/COUNTY-  TX/LAVACA
 AX1502  USGS QUAD   -  KOMENSKY (1981)
 AX1502
 AX1502                         *CURRENT SURVEY CONTROL
 AX1502  ___________________________________________________________________
 AX1502* NAD 83(1986)-  29 34 00.     (N)    097 05 22.     (W)     SCALED    
 AX1502* NAVD 88     -       101.16   (+/-2cm)     331.9    (feet)  VERTCON   
 AX1502  ___________________________________________________________________
 AX1502  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AX1502
 AX1502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1502
 AX1502.The horizontal coordinates were scaled from a topographic map and have
 AX1502.an estimated accuracy of +/- 6 seconds.
 AX1502
 AX1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1502.The vertical order pertains to the NGVD 29 superseded value.
 AX1502
 AX1502.The geoid height was determined by GEOID03.
 AX1502
 AX1502;                    North         East    Units  Estimated Accuracy
 AX1502;SPC TXSC     - 4,193,610.      785,110.      MT  (+/- 180 meters Scaled)
 AX1502
 AX1502                          SUPERSEDED SURVEY CONTROL
 AX1502
 AX1502  NGVD 29 (??/??/92)  101.13   (m)          331.8    (f) COMPUTED    2 0
 AX1502
 AX1502.Superseded values are not recommended for survey control.
 AX1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1502.See file dsdata.txt to determine how the superseded data were derived.
 AX1502
 AX1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT850722(NAD 83)
 AX1502_MARKER: DB = BENCH MARK DISK
 AX1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1502_STAMPING: M 846 1943
 AX1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1502+STABILITY: SURFACE MOTION
 AX1502
 AX1502  HISTORY     - Date     Condition        Report By
 AX1502  HISTORY     - 1943     MONUMENTED       CGS
 AX1502  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX1502
 AX1502                          STATION DESCRIPTION
 AX1502
 AX1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1502'3.85 MI E FROM MOULTON.
 AX1502'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1502'STATION AT MOULTON, PROCEED 0.45 MILE SOUTHERLY ALONG THE TRACK TO A
 AX1502'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 3.4 MILES EASTERLY ALONG
 AX1502'A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 131.3 FEET EAST OF
 AX1502'THE EAST OF THE EAST END OF A 150.0 FOOT STEEL BRIDGE OVER A CREEK. IT
 AX1502'IS 35.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AX1502'ROAD AND 3.3 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1502'MONUMENT PROJECTS 0.1 FOOT.
 AX1502
 AX1502                          STATION RECOVERY (1965)
 AX1502
 AX1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0805 ***********************************************************************
 AX0805  DESIGNATION -  M 847
 AX0805  PID         -  AX0805
 AX0805  STATE/COUNTY-  TX/LAVACA
 AX0805  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0805
 AX0805                         *CURRENT SURVEY CONTROL
 AX0805  ___________________________________________________________________
 AX0805* NAD 83(1986)-  29 29 01.     (N)    096 59 33.     (W)     SCALED    
 AX0805* NAVD 88     -        79.91   (+/-2cm)     262.2    (feet)  VERTCON   
 AX0805  ___________________________________________________________________
 AX0805  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0805
 AX0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0805
 AX0805.The horizontal coordinates were scaled from a topographic map and have
 AX0805.an estimated accuracy of +/- 6 seconds.
 AX0805
 AX0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0805.The vertical order pertains to the NGVD 29 superseded value.
 AX0805
 AX0805.The geoid height was determined by GEOID03.
 AX0805
 AX0805;                    North         East    Units  Estimated Accuracy
 AX0805;SPC TXSC     - 4,184,570.      794,660.      MT  (+/- 180 meters Scaled)
 AX0805
 AX0805                          SUPERSEDED SURVEY CONTROL
 AX0805
 AX0805  NGVD 29 (??/??/92)   79.896  (m)          262.13   (f) ADJ UNCH    2 0
 AX0805
 AX0805.Superseded values are not recommended for survey control.
 AX0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0805.See file dsdata.txt to determine how the superseded data were derived.
 AX0805
 AX0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT946632(NAD 83)
 AX0805_MARKER: DB = BENCH MARK DISK
 AX0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0805_STAMPING: M 847 1943
 AX0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0805+STABILITY: SURFACE MOTION
 AX0805
 AX0805  HISTORY     - Date     Condition        Report By
 AX0805  HISTORY     - 1943     MONUMENTED       CGS
 AX0805
 AX0805                          STATION DESCRIPTION
 AX0805
 AX0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0805'5.5 MI NW FROM HALLETTSVILLE.
 AX0805'TO REACH FROM THE CITY HALL AT HALLETTSVILLE, PROCEED 1.65 MILE
 AX0805'NORTHERLY ALONG U.S. HIGHWAY NO. 77 TO THE INTERSECTION OF A DIRT
 AX0805'CROSS ROAD, THENCE 3.85 MILES WESTERLY ALONG A DIRT ROAD TO SITE OF
 AX0805'BENCH MARK.  BENCH MARK IS 0.1 MILE EAST OF THE INTERSECTION OF A DIRT
 AX0805'ROAD LEADING SOUTH.  IT IS 23.0 FEET NORTH OF AND ABOUT THE SAME
 AX0805'ELEVATION AS THE CENTERLINE OF THE ROAD AND 2.6 FEET EAST OF A 4X4
 AX0805'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.  STAMPED M
 AX0805'847 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2412 ***********************************************************************
 AX2412  DESIGNATION -  M 848
 AX2412  PID         -  AX2412
 AX2412  STATE/COUNTY-  TX/DE WITT
 AX2412  USGS QUAD   -  WESTHOFF (1987)
 AX2412
 AX2412                         *CURRENT SURVEY CONTROL
 AX2412  ___________________________________________________________________
 AX2412* NAD 83(1986)-  29 14 34.     (N)    097 25 29.     (W)     SCALED    
 AX2412* NAVD 88     -        94.38   (+/-2cm)     309.6    (feet)  VERTCON   
 AX2412  ___________________________________________________________________
 AX2412  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX2412
 AX2412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2412
 AX2412.The horizontal coordinates were scaled from a topographic map and have
 AX2412.an estimated accuracy of +/- 6 seconds.
 AX2412
 AX2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2412.The vertical order pertains to the NGVD 29 superseded value.
 AX2412
 AX2412.The geoid height was determined by GEOID03.
 AX2412
 AX2412;                    North         East    Units  Estimated Accuracy
 AX2412;SPC TXSC     - 4,157,240.      753,110.      MT  (+/- 180 meters Scaled)
 AX2412
 AX2412                          SUPERSEDED SURVEY CONTROL
 AX2412
 AX2412  NGVD 29 (??/??/92)   94.371  (m)          309.62   (f) ADJ UNCH    2 0
 AX2412
 AX2412.Superseded values are not recommended for survey control.
 AX2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2412.See file dsdata.txt to determine how the superseded data were derived.
 AX2412
 AX2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT530359(NAD 83)
 AX2412_MARKER: DB = BENCH MARK DISK
 AX2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2412_STAMPING: M 848 1943
 AX2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2412+STABILITY: SURFACE MOTION
 AX2412
 AX2412  HISTORY     - Date     Condition        Report By
 AX2412  HISTORY     - 1943     MONUMENTED       CGS
 AX2412
 AX2412                          STATION DESCRIPTION
 AX2412
 AX2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2412'3.3 MI SW FROM CHEAPSIDE.
 AX2412'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 1.85 MI. S. ALONG A
 AX2412'GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL CROSS ROAD, THENCE 1.45
 AX2412'MI. S.W. ALONG A GRAVEL ROAD TO THE TOP OF A SMALL HILL AND SITE OF
 AX2412'BENCH MARK.  BENCH MARK IS 0.1 MI. N.E. OF A CURVE IN THE ROAD.  IT IS
 AX2412'26 FEET S.E. OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD,
 AX2412'6.4 FEET S.E. OF THE S.E. RIGHT-OF-WAY FENCE AND 3 FEET N.E. OF A 4X4
 AX2412'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2109 ***********************************************************************
 AX2109  DESIGNATION -  M 849
 AX2109  PID         -  AX2109
 AX2109  STATE/COUNTY-  TX/GONZALES
 AX2109  USGS QUAD   -  PILGRIM (1987)
 AX2109
 AX2109                         *CURRENT SURVEY CONTROL
 AX2109  ___________________________________________________________________
 AX2109* NAD 83(1986)-  29 18 07.     (N)    097 36 59.     (W)     SCALED    
 AX2109* NAVD 88     -        84.41   (+/-2cm)     276.9    (feet)  VERTCON   
 AX2109  ___________________________________________________________________
 AX2109  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AX2109
 AX2109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2109
 AX2109.The horizontal coordinates were scaled from a topographic map and have
 AX2109.an estimated accuracy of +/- 6 seconds.
 AX2109
 AX2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2109.The vertical order pertains to the NGVD 29 superseded value.
 AX2109
 AX2109.The geoid height was determined by GEOID03.
 AX2109
 AX2109;                    North         East    Units  Estimated Accuracy
 AX2109;SPC TXSC     - 4,163,560.      734,400.      MT  (+/- 180 meters Scaled)
 AX2109
 AX2109                          SUPERSEDED SURVEY CONTROL
 AX2109
 AX2109  NGVD 29 (??/??/92)   84.384  (m)          276.85   (f) ADJ UNCH    2 0
 AX2109
 AX2109.Superseded values are not recommended for survey control.
 AX2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2109.See file dsdata.txt to determine how the superseded data were derived.
 AX2109
 AX2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT343422(NAD 83)
 AX2109_MARKER: DB = BENCH MARK DISK
 AX2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2109_STAMPING: M 849 1943
 AX2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2109+STABILITY: SURFACE MOTION
 AX2109
 AX2109  HISTORY     - Date     Condition        Report By
 AX2109  HISTORY     - 1943     MONUMENTED       CGS
 AX2109  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX2109
 AX2109                          STATION DESCRIPTION
 AX2109
 AX2109'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2109'2.75 MI N FROM SMILEY.
 AX2109'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX2109'STATION AT SMILEY, PROCEED 0.1MILE EASTERLY ALONG THE TRACK TO A DIRT
 AX2109'ROAD CROSSING, 2.5 MI. N. ALONG A DIRT ROAD LEADING N.W., THENCE 0.15
 AX2109'MI. N.W. ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ON
 AX2109'THE S.E. BANK OF A WIDE AND SHALLOW CREEK.  IT IS 54 YARDS S.E. OF AND
 AX2109'ACROSS THE ROAD FROM A 2.5 FOOT OAK TREE, 29.6 FEET N.E. OF AND ABOUT
 AX2109'3 FEET ABOVE THE CENTERLINE OF THE ROAD 5.2 FEET N.E. OF THE N.E.
 AX2109'RIGHT-OF-WAY FENCE AND 2.7 FEET N.W. OF A 4X4 INCH WHITE WOODEN MARKER
 AX2109'POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0282 ***********************************************************************
 CA0282  DESIGNATION -  M 85
 CA0282  PID         -  CA0282
 CA0282  STATE/COUNTY-  TX/BROWN
 CA0282  USGS QUAD   -  BROWNWOOD (1996)
 CA0282
 CA0282                         *CURRENT SURVEY CONTROL
 CA0282  ___________________________________________________________________
 CA0282* NAD 83(1986)-  31 41 52.     (N)    098 56 17.     (W)     SCALED    
 CA0282* NAVD 88     -       405.012  (meters)    1328.78   (feet)  ADJUSTED  
 CA0282  ___________________________________________________________________
 CA0282  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CA0282  DYNAMIC HT  -         404.483 (meters)    1327.04  (feet)  COMP
 CA0282  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 CA0282
 CA0282  VERT ORDER  -  FIRST     CLASS II
 CA0282
 CA0282.The horizontal coordinates were scaled from a topographic map and have
 CA0282.an estimated accuracy of +/- 6 seconds.
 CA0282
 CA0282.The orthometric height was determined by differential leveling
 CA0282.and adjusted by the National Geodetic Survey in June 1991..
 CA0282
 CA0282.The geoid height was determined by GEOID03.
 CA0282
 CA0282.The dynamic height is computed by dividing the NAVD 88
 CA0282.geopotential number by the normal gravity value computed on the
 CA0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0282.degrees latitude (g = 980.6199 gals.).
 CA0282
 CA0282.The modeled gravity was interpolated from observed gravity values.
 CA0282
 CA0282;                    North         East    Units  Estimated Accuracy
 CA0282;SPC TX C     - 3,226,000.      832,270.      MT  (+/- 180 meters Scaled)
 CA0282
 CA0282                          SUPERSEDED SURVEY CONTROL
 CA0282
 CA0282  NGVD 29 (??/??/92)  404.923  (m)         1328.48   (f) ADJ UNCH    1 2
 CA0282
 CA0282.Superseded values are not recommended for survey control.
 CA0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0282.See file dsdata.txt to determine how the superseded data were derived.
 CA0282
 CA0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA058069(NAD 83)
 CA0282_MARKER: DB = BENCH MARK DISK
 CA0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0282_SP_SET: ABUTMENT
 CA0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0282
 CA0282  HISTORY     - Date     Condition        Report By
 CA0282  HISTORY     - UNK      MONUMENTED       CGS
 CA0282  HISTORY     - 1932     GOOD             NGS
 CA0282  HISTORY     - 1976     MARK NOT FOUND   USGS
 CA0282  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0282
 CA0282                          STATION DESCRIPTION
 CA0282
 CA0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0282'1.9 MI S FROM BROWNWOOD.
 CA0282'1.9 MILES SOUTH OF THE STATION AT BROWNWOOD.  ON THE G.C. AND SANTA FE
 CA0282'R.R., TOP NORTH SIDE EAST ABUTMENT STEEL GIRDER BRIDGE NO. 345-B,
 CA0282'TRESTLE APPROACHES AT EACH END OF THE BRIDGE, 8 POLES WEST OF BLOCK
 CA0282'SIGNAL NO. 3451, 0.5 MILE WEST OF MILE POLE NO. 346.
 CA0282
 CA0282                          STATION RECOVERY (1976)
 CA0282
 CA0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CA0282'MARK NOT FOUND.
 CA0282
 CA0282                          STATION RECOVERY (1983)
 CA0282
 CA0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0467 ***********************************************************************
 AX0467  DESIGNATION -  M 850
 AX0467  PID         -  AX0467
 AX0467  STATE/COUNTY-  TX/WHARTON
 AX0467  USGS QUAD   -  BONUS (1981)
 AX0467
 AX0467                         *CURRENT SURVEY CONTROL
 AX0467  ___________________________________________________________________
 AX0467* NAD 83(1986)-  29 26 33.     (N)    096 19 33.     (W)     SCALED    
 AX0467* NAVD 88     -        42.07   (+/-2cm)     138.0    (feet)  VERTCON   
 AX0467  ___________________________________________________________________
 AX0467  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0467
 AX0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0467
 AX0467.The horizontal coordinates were scaled from a topographic map and have
 AX0467.an estimated accuracy of +/- 6 seconds.
 AX0467
 AX0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0467.The vertical order pertains to the NGVD 29 superseded value.
 AX0467
 AX0467.The geoid height was determined by GEOID03.
 AX0467
 AX0467;                    North         East    Units  Estimated Accuracy
 AX0467;SPC TXSC     - 4,181,300.      859,390.      MT  (+/- 180 meters Scaled)
 AX0467
 AX0467                          SUPERSEDED SURVEY CONTROL
 AX0467
 AX0467  NGVD 29 (??/??/92)   42.068  (m)          138.02   (f) ADJ UNCH    2 0
 AX0467
 AX0467.Superseded values are not recommended for survey control.
 AX0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0467.See file dsdata.txt to determine how the superseded data were derived.
 AX0467
 AX0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT593599(NAD 83)
 AX0467_MARKER: DB = BENCH MARK DISK
 AX0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0467_STAMPING: M-850 1943
 AX0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0467+STABILITY: SURFACE MOTION
 AX0467
 AX0467  HISTORY     - Date     Condition        Report By
 AX0467  HISTORY     - 1943     MONUMENTED       CGS
 AX0467
 AX0467                          STATION DESCRIPTION
 AX0467
 AX0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0467'3.4 MI W FROM BONUS.
 AX0467'3.4 MILES WEST ALONG THE COUNTY ROAD FROM THE STATION AT BONUS, SET IN
 AX0467'THE NORTHEAST QUARTER OF THE ROAD CROSSING, 44 FEET NORTH OF THE
 AX0467'CENTER-LINE OF THE MAIN ROAD, 18 FEET EAST OF THE CENTER-LINE OF THE
 AX0467'ROAD LEADING NORTH, AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 4.5
 AX0467'FEET NORTHEAST OF THE CORNER FENCE POST, 1.8 FEET SOUTH OF REFERENCE
 AX0467'POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 AX0467'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0432 ***********************************************************************
 AX0432  DESIGNATION -  M 851
 AX0432  PID         -  AX0432
 AX0432  STATE/COUNTY-  TX/WHARTON
 AX0432  USGS QUAD   -  NEW TAITON (1981)
 AX0432
 AX0432                         *CURRENT SURVEY CONTROL
 AX0432  ___________________________________________________________________
 AX0432* NAD 83(1986)-  29 20 09.     (N)    096 21 23.     (W)     SCALED    
 AX0432* NAVD 88     -        42.86   (+/-2cm)     140.6    (feet)  VERTCON   
 AX0432  ___________________________________________________________________
 AX0432  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0432
 AX0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0432
 AX0432.The horizontal coordinates were scaled from a topographic map and have
 AX0432.an estimated accuracy of +/- 6 seconds.
 AX0432
 AX0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0432.The vertical order pertains to the NGVD 29 superseded value.
 AX0432
 AX0432.The geoid height was determined by GEOID03.
 AX0432
 AX0432;                    North         East    Units  Estimated Accuracy
 AX0432;SPC TXSC     - 4,169,420.      856,700.      MT  (+/- 180 meters Scaled)
 AX0432
 AX0432                          SUPERSEDED SURVEY CONTROL
 AX0432
 AX0432  NGVD 29 (??/??/92)   42.860  (m)          140.62   (f) ADJ UNCH    2 0
 AX0432
 AX0432.Superseded values are not recommended for survey control.
 AX0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0432.See file dsdata.txt to determine how the superseded data were derived.
 AX0432
 AX0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT566480(NAD 83)
 AX0432_MARKER: DB = BENCH MARK DISK
 AX0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0432_STAMPING: M-851 1943
 AX0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0432+STABILITY: SURFACE MOTION
 AX0432
 AX0432  HISTORY     - Date     Condition        Report By
 AX0432  HISTORY     - 1943     MONUMENTED       CGS
 AX0432
 AX0432                          STATION DESCRIPTION
 AX0432
 AX0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0432'7.6 MI SE FROM GARWOOD.
 AX0432'7.6 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT
 AX0432'GARWOOD, SET AT A 3-WAY CORNER FENCE POST NEAR THE SOUTHEAST SIDE OF A
 AX0432'SMALL POND, 52.6 FEET NORTHEAST OF THE CENTER-LINE OF THE HIGHWAY, 1.9
 AX0432'FEET NORTH OF THE CORNER FENCE POST, 1.7 FEET NORTHEAST OF THE
 AX0432'NORTHWEST-SOUTHEAST FENCE, 1.5 FEET NORTHWEST OF THE
 AX0432'NORTHEAST-SOUTHWEST FENCE, 1.5 FEET SOUTHESAST OF REFERENCE POST.
 AX0432'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 AX0432'FOOT ABOVE THE GROUND.  POST POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0505 ***********************************************************************
 AX0505  DESIGNATION -  M 852
 AX0505  PID         -  AX0505
 AX0505  STATE/COUNTY-  TX/WHARTON
 AX0505  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0505
 AX0505                         *CURRENT SURVEY CONTROL
 AX0505  ___________________________________________________________________
 AX0505* NAD 83(1986)-  29 13 43.     (N)    096 28 07.     (W)     SCALED    
 AX0505* NAVD 88     -        32.88   (+/-2cm)     107.9    (feet)  VERTCON   
 AX0505  ___________________________________________________________________
 AX0505  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0505
 AX0505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0505
 AX0505.The horizontal coordinates were scaled from a topographic map and have
 AX0505.an estimated accuracy of +/- 6 seconds.
 AX0505
 AX0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0505.The vertical order pertains to the NGVD 29 superseded value.
 AX0505
 AX0505.The geoid height was determined by GEOID03.
 AX0505
 AX0505;                    North         East    Units  Estimated Accuracy
 AX0505;SPC TXSC     - 4,157,300.      846,060.      MT  (+/- 180 meters Scaled)
 AX0505
 AX0505                          SUPERSEDED SURVEY CONTROL
 AX0505
 AX0505  NGVD 29 (??/??/92)   32.882  (m)          107.88   (f) ADJ UNCH    2 0
 AX0505
 AX0505.Superseded values are not recommended for survey control.
 AX0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0505.See file dsdata.txt to determine how the superseded data were derived.
 AX0505
 AX0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT460359(NAD 83)
 AX0505_MARKER: DB = BENCH MARK DISK
 AX0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0505_STAMPING: M-852 1943
 AX0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0505+STABILITY: SURFACE MOTION
 AX0505
 AX0505  HISTORY     - Date     Condition        Report By
 AX0505  HISTORY     - 1943     MONUMENTED       CGS
 AX0505  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0505
 AX0505                          STATION DESCRIPTION
 AX0505
 AX0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0505'12.8 MI NW FROM LOUISE.
 AX0505'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0505'LOUISE, THENCE 8.2 MILES NORTH ALONG THE COUNTY ROAD, THENCE 4.1 MILES
 AX0505'WEST ALONG COUNTY ROAD, SET AT A T ROAD, 34 FEET SOUTH OF THE
 AX0505'CENTER-LINE OF THE MAIN ROAD, 18 FEET EAST OF CENTER-LINE OF THE
 AX0505'PRIVATE ROAD LEADING SOUTH TO THE FARM HOUSE, 9 FEET EAST OF THE EAST
 AX0505'GATE POST, 1.2 FEET WEST OF REFERENCE POST.  BENCH MARK DISK SET IN
 AX0505'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 AX0505
 AX0505                          STATION RECOVERY (1965)
 AX0505
 AX0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0731 ***********************************************************************
 AX0731  DESIGNATION -  M 853
 AX0731  PID         -  AX0731
 AX0731  STATE/COUNTY-  TX/COLORADO
 AX0731  USGS QUAD   -  SHERIDAN SE (1981)
 AX0731
 AX0731                         *CURRENT SURVEY CONTROL
 AX0731  ___________________________________________________________________
 AX0731* NAD 83(1986)-  29 16 47.     (N)    096 36 45.     (W)     SCALED    
 AX0731* NAVD 88     -        43.64   (+/-2cm)     143.2    (feet)  VERTCON   
 AX0731  ___________________________________________________________________
 AX0731  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0731
 AX0731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0731
 AX0731.The horizontal coordinates were scaled from a topographic map and have
 AX0731.an estimated accuracy of +/- 6 seconds.
 AX0731
 AX0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0731.The vertical order pertains to the NGVD 29 superseded value.
 AX0731
 AX0731.The geoid height was determined by GEOID03.
 AX0731
 AX0731;                    North         East    Units  Estimated Accuracy
 AX0731;SPC TXSC     - 4,162,670.      831,960.      MT  (+/- 180 meters Scaled)
 AX0731
 AX0731                          SUPERSEDED SURVEY CONTROL
 AX0731
 AX0731  NGVD 29 (??/??/92)   43.641  (m)          143.18   (f) ADJ UNCH    2 0
 AX0731
 AX0731.Superseded values are not recommended for survey control.
 AX0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0731.See file dsdata.txt to determine how the superseded data were derived.
 AX0731
 AX0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT319413(NAD 83)
 AX0731_MARKER: DB = BENCH MARK DISK
 AX0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0731_STAMPING: M-853 1943
 AX0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0731+STABILITY: SURFACE MOTION
 AX0731
 AX0731  HISTORY     - Date     Condition        Report By
 AX0731  HISTORY     - 1943     MONUMENTED       CGS
 AX0731  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX0731
 AX0731                          STATION DESCRIPTION
 AX0731
 AX0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0731'1.2 MI E FROM PROVIDENT CITY.
 AX0731'1.2 MILES EAST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT PROVIDENT
 AX0731'CITY, SET AT A T ROAD IN THE PRAIRIE, 57 FEET NORTH OF THE
 AX0731'CENTER-LINES OF THE MAIN ROAD, 14 FEET EAST OF THE CENTER-LINE OF THE
 AX0731'OLD ROAD LEADING NORTH, 1.6 FEET SOUTH OF REFERENCE POST.  BENCH MARK
 AX0731'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE
 AX0731'GROUND.
 AX0731
 AX0731                          STATION RECOVERY (1965)
 AX0731
 AX0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0820 ***********************************************************************
 AX0820  DESIGNATION -  M 854
 AX0820  PID         -  AX0820
 AX0820  STATE/COUNTY-  TX/LAVACA
 AX0820  USGS QUAD   -  SUBLIME (1981)
 AX0820
 AX0820                         *CURRENT SURVEY CONTROL
 AX0820  ___________________________________________________________________
 AX0820* NAD 83(1986)-  29 23 44.     (N)    096 46 41.     (W)     SCALED    
 AX0820* NAVD 88     -        53.47   (+/-2cm)     175.4    (feet)  VERTCON   
 AX0820  ___________________________________________________________________
 AX0820  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0820
 AX0820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0820
 AX0820.The horizontal coordinates were scaled from a topographic map and have
 AX0820.an estimated accuracy of +/- 6 seconds.
 AX0820
 AX0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0820.The vertical order pertains to the NGVD 29 superseded value.
 AX0820
 AX0820.The geoid height was determined by GEOID03.
 AX0820
 AX0820;                    North         East    Units  Estimated Accuracy
 AX0820;SPC TXSC     - 4,175,180.      815,630.      MT  (+/- 180 meters Scaled)
 AX0820
 AX0820                          SUPERSEDED SURVEY CONTROL
 AX0820
 AX0820  NGVD 29 (??/??/92)   53.474  (m)          175.44   (f) ADJ UNCH    2 0
 AX0820
 AX0820.Superseded values are not recommended for survey control.
 AX0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0820.See file dsdata.txt to determine how the superseded data were derived.
 AX0820
 AX0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT156538(NAD 83)
 AX0820_MARKER: DB = BENCH MARK DISK
 AX0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0820_STAMPING: M 854 1943
 AX0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0820+STABILITY: SURFACE MOTION
 AX0820
 AX0820  HISTORY     - Date     Condition        Report By
 AX0820  HISTORY     - 1943     MONUMENTED       CGS
 AX0820  HISTORY     - 19970607 GOOD             USPSQD
 AX0820
 AX0820                          STATION DESCRIPTION
 AX0820
 AX0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0820'6.1 MI S FROM SUBLIME.
 AX0820'6.1 MI. S. ALONG THE COUNTY ROAD FROM THE P.O. AT SUBLIME, SET AT A T
 AX0820'ROAD, 24 FEET E. OF THE CENTERLINE OF THE MAIN ROAD, 22 FEET N. OF
 AX0820'CENTERLINE OF THE SIDE ROAD LEADING E., 3.2 FEET N. OF THE CORNER
 AX0820'FENCE POST, ABOUT 125 FEET N.W. OF A HOUSE, 1.4 FEET S. OF REFERENCE
 AX0820'POST.  PROJECTS 0.4 FOOT.
 AX0820
 AX0820                          STATION RECOVERY (1997)
 AX0820
 AX0820'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1646 ***********************************************************************
 AN1646  DESIGNATION -  M 855
 AN1646  PID         -  AN1646
 AN1646  STATE/COUNTY-  TX/KARNES
 AN1646  USGS QUAD   -  HELENA (1987)
 AN1646
 AN1646                         *CURRENT SURVEY CONTROL
 AN1646  ___________________________________________________________________
 AN1646* NAD 83(1986)-  28 55 10.     (N)    097 51 22.     (W)     SCALED    
 AN1646* NAVD 88     -        91.46   (+/-2cm)     300.1    (feet)  VERTCON   
 AN1646  ___________________________________________________________________
 AN1646  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AN1646
 AN1646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1646
 AN1646.The horizontal coordinates were scaled from a topographic map and have
 AN1646.an estimated accuracy of +/- 6 seconds.
 AN1646
 AN1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1646.The vertical order pertains to the NGVD 29 superseded value.
 AN1646
 AN1646.The geoid height was determined by GEOID03.
 AN1646
 AN1646;                    North         East    Units  Estimated Accuracy
 AN1646;SPC TXSC     - 4,120,920.      711,530.      MT  (+/- 180 meters Scaled)
 AN1646
 AN1646                          SUPERSEDED SURVEY CONTROL
 AN1646
 AN1646  NGVD 29 (??/??/92)   91.435  (m)          299.98   (f) ADJ UNCH    2 0
 AN1646
 AN1646.Superseded values are not recommended for survey control.
 AN1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1646.See file dsdata.txt to determine how the superseded data were derived.
 AN1646
 AN1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS115995(NAD 83)
 AN1646_MARKER: DB = BENCH MARK DISK
 AN1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1646_STAMPING: M 855 1943
 AN1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1646+STABILITY: SURFACE MOTION
 AN1646
 AN1646  HISTORY     - Date     Condition        Report By
 AN1646  HISTORY     - 1943     MONUMENTED       CGS
 AN1646  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1646
 AN1646                          STATION DESCRIPTION
 AN1646
 AN1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1646'2.9 MI NE FROM KARNES CITY.
 AN1646'ABOUT 2.9 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE INTERSECTION
 AN1646'OF STATE HIGHWAY 123 AT KARNES CITY, KARNES COUNTY, ABOUT 3.1 MILES
 AN1646'SOUTHWEST OF HELENA, 81 FEET NORTHWEST ACROSS THE HIGHWAY FROM R.E.A.
 AN1646'POLE 154, 40.2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.3
 AN1646'FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3.4 FEET NORTHEAST OF A
 AN1646'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. A
 AN1646'STANDARD DISK, STAMPED M 855 1943 AND SET IN THE TOP OF A CONCRETE
 AN1646'POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 AN1646
 AN1646                          STATION RECOVERY (1981)
 AN1646
 AN1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1646'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1922 ***********************************************************************
 AX1922  DESIGNATION -  M 856
 AX1922  PID         -  AX1922
 AX1922  STATE/COUNTY-  TX/KARNES
 AX1922  USGS QUAD   -  BALD MOUND (1987)
 AX1922
 AX1922                         *CURRENT SURVEY CONTROL
 AX1922  ___________________________________________________________________
 AX1922* NAD 83(1986)-  29 12 19.     (N)    097 44 42.     (W)     SCALED    
 AX1922* NAVD 88     -        93.64   (+/-2cm)     307.2    (feet)  VERTCON   
 AX1922  ___________________________________________________________________
 AX1922  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX1922
 AX1922  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1922
 AX1922.The horizontal coordinates were scaled from a topographic map and have
 AX1922.an estimated accuracy of +/- 6 seconds.
 AX1922
 AX1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1922.The vertical order pertains to the NGVD 29 superseded value.
 AX1922
 AX1922.The geoid height was determined by GEOID03.
 AX1922
 AX1922;                    North         East    Units  Estimated Accuracy
 AX1922;SPC TXSC     - 4,152,700.      722,030.      MT  (+/- 180 meters Scaled)
 AX1922
 AX1922                          SUPERSEDED SURVEY CONTROL
 AX1922
 AX1922  NGVD 29 (??/??/92)   93.606  (m)          307.11   (f) ADJ UNCH    2 0
 AX1922
 AX1922.Superseded values are not recommended for survey control.
 AX1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1922.See file dsdata.txt to determine how the superseded data were derived.
 AX1922
 AX1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT220313(NAD 83)
 AX1922_MARKER: DB = BENCH MARK DISK
 AX1922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1922_SP_SET: BRIDGE
 AX1922_STAMPING: M 856 1943
 AX1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1922
 AX1922  HISTORY     - Date     Condition        Report By
 AX1922  HISTORY     - 1943     MONUMENTED       CGS
 AX1922
 AX1922                          STATION DESCRIPTION
 AX1922
 AX1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1922'5.95 MI N FROM GILLETT.
 AX1922'TO REACH FROM THE FOUR CORNERS AT GILLETT, PROCEED 5.95 MILES
 AX1922'NORTHERLY ALONG STATE HIGHWAY NO.80 TO A CONCRETE BRIDGE AND SITE OF
 AX1922'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH
 AX1922'END OF THE EAST HEADWALL OF A 115.0 FOOT CONCRETE BRIDGE OVER A CREEK.
 AX1922'IT IS 0.35 MILE SOUTH OF THE KARNES - WILSON COUNTY LINE, 10.4 FEET
 AX1922'EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY AND 2.6
 AX1922'FEET SOUTH OF THE NORTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1923 ***********************************************************************
 AX1923  DESIGNATION -  M 856 RESET 1971
 AX1923  PID         -  AX1923
 AX1923  STATE/COUNTY-  TX/KARNES
 AX1923  USGS QUAD   -  BALD MOUND (1987)
 AX1923
 AX1923                         *CURRENT SURVEY CONTROL
 AX1923  ___________________________________________________________________
 AX1923* NAD 83(1986)-  29 12 19.     (N)    097 44 43.     (W)     SCALED    
 AX1923* NAVD 88     -        93.32   (+/-2cm)     306.2    (feet)  VERTCON   
 AX1923  ___________________________________________________________________
 AX1923  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX1923
 AX1923  VERT ORDER  -  THIRD (See Below)
 AX1923
 AX1923.The horizontal coordinates were scaled from a topographic map and have
 AX1923.an estimated accuracy of +/- 6 seconds.
 AX1923
 AX1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1923.The vertical order pertains to the NGVD 29 superseded value.
 AX1923
 AX1923.The geoid height was determined by GEOID03.
 AX1923
 AX1923;                    North         East    Units  Estimated Accuracy
 AX1923;SPC TXSC     - 4,152,700.      722,000.      MT  (+/- 180 meters Scaled)
 AX1923
 AX1923                          SUPERSEDED SURVEY CONTROL
 AX1923
 AX1923  NGVD 29 (01/29/03)   93.28   (m)          306.0    (f) RESET       3  
 AX1923
 AX1923.Superseded values are not recommended for survey control.
 AX1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1923.See file dsdata.txt to determine how the superseded data were derived.
 AX1923
 AX1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT219313(NAD 83)
 AX1923_MARKER: DB = BENCH MARK DISK
 AX1923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1923_SP_SET: CULVERT
 AX1923_STAMPING: M 856 RESET 1971
 AX1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1923
 AX1923  HISTORY     - Date     Condition        Report By
 AX1923  HISTORY     - 1971     MONUMENTED       TXHD
 AX1923  HISTORY     - 1972     GOOD             TXHD
 AX1923  HISTORY     - 20040815 GOOD             USPSQD
 AX1923
 AX1923                          STATION DESCRIPTION
 AX1923
 AX1923'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1923'5.6 MI N FROM GILLETT.
 AX1923'ABOUT 5.6 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE INTERSECTION OF
 AX1923'STATE HIGHWAY 119 IN GILLETT, KARNES COUNTY, IN THE TOP OF THE
 AX1923'NORTHWEST WINGWALL AT THE END OF WING, 24 FEET WEST OF THE CENTER LINE
 AX1923'AND ABOUT LEVEL WITH THE HIGHWAY.
 AX1923
 AX1923                          STATION RECOVERY (2004)
 AX1923
 AX1923'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1946 ***********************************************************************
 AX1946  DESIGNATION -  M 857
 AX1946  PID         -  AX1946
 AX1946  STATE/COUNTY-  TX/KARNES
 AX1946  USGS QUAD   -  GARFIELD (1987)
 AX1946
 AX1946                         *CURRENT SURVEY CONTROL
 AX1946  ___________________________________________________________________
 AX1946* NAD 83(1986)-  29 06 09.     (N)    097 41 49.     (W)     SCALED    
 AX1946* NAVD 88     -       138.68   (+/-2cm)     455.0    (feet)  VERTCON   
 AX1946  ___________________________________________________________________
 AX1946  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AX1946
 AX1946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1946
 AX1946.The horizontal coordinates were scaled from a topographic map and have
 AX1946.an estimated accuracy of +/- 6 seconds.
 AX1946
 AX1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1946.The vertical order pertains to the NGVD 29 superseded value.
 AX1946
 AX1946.The geoid height was determined by GEOID03.
 AX1946
 AX1946;                    North         East    Units  Estimated Accuracy
 AX1946;SPC TXSC     - 4,141,360.      726,820.      MT  (+/- 180 meters Scaled)
 AX1946
 AX1946                          SUPERSEDED SURVEY CONTROL
 AX1946
 AX1946  NGVD 29 (??/??/92)  138.644  (m)          454.87   (f) ADJ UNCH    2 0
 AX1946
 AX1946.Superseded values are not recommended for survey control.
 AX1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1946.See file dsdata.txt to determine how the superseded data were derived.
 AX1946
 AX1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT267200(NAD 83)
 AX1946_MARKER: DB = BENCH MARK DISK
 AX1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1946_STAMPING: M 857 1943
 AX1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1946+STABILITY: SURFACE MOTION
 AX1946
 AX1946  HISTORY     - Date     Condition        Report By
 AX1946  HISTORY     - 1943     MONUMENTED       CGS
 AX1946  HISTORY     - 1963     GOOD             USGS
 AX1946
 AX1946                          STATION DESCRIPTION
 AX1946
 AX1946'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX1946'5.5 MI E FROM GILLETT.
 AX1946'ABOUT 5.5 MILES EAST ALONG A PAVED ROAD FROM THE FOUR CORNERS AT
 AX1946'GILLETT, KARNES COUNTY, TO A DIRT ROAD CROSSING THE HIGHWAY, NORTHEAST
 AX1946'ALONG THE DIRT ROAD ABOUT 0.5 MILE TO A FENCE SOUTH, 38 FEET NORTHEAST
 AX1946'OF FENCE SOUTH, 28 FEET SOUTHEAST CENTERLINE OF DIRT ROAD. A STANDARD
 AX1946'DISK STAMPED M 857 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX1946'PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1632 ***********************************************************************
 AN1632  DESIGNATION -  M 858
 AN1632  PID         -  AN1632
 AN1632  STATE/COUNTY-  TX/DE WITT
 AN1632  USGS QUAD   -  RUNGE (1987)
 AN1632
 AN1632                         *CURRENT SURVEY CONTROL
 AN1632  ___________________________________________________________________
 AN1632* NAD 83(1986)-  28 57 39.     (N)    097 40 50.     (W)     SCALED    
 AN1632* NAVD 88     -       134.81   (+/-2cm)     442.3    (feet)  VERTCON   
 AN1632  ___________________________________________________________________
 AN1632  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN1632
 AN1632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1632
 AN1632.The horizontal coordinates were scaled from a topographic map and have
 AN1632.an estimated accuracy of +/- 6 seconds.
 AN1632
 AN1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1632.The vertical order pertains to the NGVD 29 superseded value.
 AN1632
 AN1632.The geoid height was determined by GEOID03.
 AN1632
 AN1632;                    North         East    Units  Estimated Accuracy
 AN1632;SPC TXSC     - 4,125,680.      728,600.      MT  (+/- 180 meters Scaled)
 AN1632
 AN1632                          SUPERSEDED SURVEY CONTROL
 AN1632
 AN1632  NGVD 29 (??/??/92)  134.786  (m)          442.21   (f) ADJ UNCH    2 0
 AN1632
 AN1632.Superseded values are not recommended for survey control.
 AN1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1632.See file dsdata.txt to determine how the superseded data were derived.
 AN1632
 AN1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT285043(NAD 83)
 AN1632_MARKER: DB = BENCH MARK DISK
 AN1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1632_STAMPING: M 858 1943
 AN1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1632+STABILITY: SURFACE MOTION
 AN1632
 AN1632  HISTORY     - Date     Condition        Report By
 AN1632  HISTORY     - 1943     MONUMENTED       CGS
 AN1632
 AN1632                          STATION DESCRIPTION
 AN1632
 AN1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1632'0.9 MI W FROM NORDHEIM.
 AN1632'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 AN1632'NORDHEIM, DE WITT COUNTY, THENCE ABOUT 5.0 MILES NORTHWEST ALONG A
 AN1632'DIRT ROAD.  ABOUT 0.3 MILE SOUTHEAST OF THE INTERSECTION OF A DIRT
 AN1632'CROSS ROAD, AT THE NORTHWEST SLOPE OF A HILL, 25.8 FEET SOUTHWEST OF
 AN1632'THE CENTER LINE OF THE ROAD, 4.6 FEET SOUTHWEST OF THE SOUTHWEST
 AN1632'RIGHT-OF-WAY FENCE, 3.6 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 AN1632'AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M 858 1943
 AN1632'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE
 AN1632'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1966 ***********************************************************************
 AX1966  DESIGNATION -  M 859
 AX1966  PID         -  AX1966
 AX1966  STATE/COUNTY-  TX/DE WITT
 AX1966  USGS QUAD   -  NEW DAVY (1987)
 AX1966
 AX1966                         *CURRENT SURVEY CONTROL
 AX1966  ___________________________________________________________________
 AX1966* NAD 83(1986)-  29 06 30.     (N)    097 34 46.     (W)     SCALED    
 AX1966* NAVD 88     -       140.87   (+/-2cm)     462.2    (feet)  VERTCON   
 AX1966  ___________________________________________________________________
 AX1966  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX1966
 AX1966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1966
 AX1966.The horizontal coordinates were scaled from a topographic map and have
 AX1966.an estimated accuracy of +/- 6 seconds.
 AX1966
 AX1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1966.The vertical order pertains to the NGVD 29 superseded value.
 AX1966
 AX1966.The geoid height was determined by GEOID03.
 AX1966
 AX1966;                    North         East    Units  Estimated Accuracy
 AX1966;SPC TXSC     - 4,142,140.      738,250.      MT  (+/- 180 meters Scaled)
 AX1966
 AX1966                          SUPERSEDED SURVEY CONTROL
 AX1966
 AX1966  NGVD 29 (??/??/92)  140.850  (m)          462.11   (f) ADJ UNCH    2 0
 AX1966
 AX1966.Superseded values are not recommended for survey control.
 AX1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1966.See file dsdata.txt to determine how the superseded data were derived.
 AX1966
 AX1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT382208(NAD 83)
 AX1966_MARKER: DB = BENCH MARK DISK
 AX1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1966_STAMPING: M 859 1943
 AX1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1966+STABILITY: SURFACE MOTION
 AX1966
 AX1966  HISTORY     - Date     Condition        Report By
 AX1966  HISTORY     - 1943     MONUMENTED       CGS
 AX1966
 AX1966                          STATION DESCRIPTION
 AX1966
 AX1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1966'2.05 MI S FROM NOPAL.
 AX1966'TO REACH FROM THE POST OFFICE AT NOPAL, PROCEED 2.05 MILES SOUTHERLY
 AX1966'ALONG A DIRT ROAD TO A SMALL CEMETERY ON THE EAST SIDE OF THE ROAD AND
 AX1966'SITE OF BENCH MARK.  BENCH MARK IS 67.0 YARDS NORTH OF THE CENTERLINE
 AX1966'OF A DIRT ROAD LEADING EAST.  IT IS 67.0 YARDS NORTH OF AND ACROSS THE
 AX1966'ROAD FROM THE CENTERLINE OF THE EAST ENTRANCE DOOR TO A FRAME SCHOOL
 AX1966'BUILDING, 29.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1966'CENTERLINE OF THE ROAD, 2.6 FEET SOUTH OF A 4X4 INCH WHITE WOODEN
 AX1966'MARKER POST AND 2.4 FEET NORTHEAST OF THE SOUTHWEST CORNER POST OF A
 AX1966'SMALL CEMETERY.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0696 ***********************************************************************
 AX0696  DESIGNATION -  M 860
 AX0696  PID         -  AX0696
 AX0696  STATE/COUNTY-  TX/COLORADO
 AX0696  USGS QUAD   -  SHERIDAN NE (1981)
 AX0696
 AX0696                         *CURRENT SURVEY CONTROL
 AX0696  ___________________________________________________________________
 AX0696* NAD 83(1986)-  29 27 55.     (N)    096 32 39.     (W)     SCALED    
 AX0696* NAVD 88     -        58.38   (+/-2cm)     191.5    (feet)  VERTCON   
 AX0696  ___________________________________________________________________
 AX0696  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0696
 AX0696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0696
 AX0696.The horizontal coordinates were scaled from a topographic map and have
 AX0696.an estimated accuracy of +/- 6 seconds.
 AX0696
 AX0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0696.The vertical order pertains to the NGVD 29 superseded value.
 AX0696
 AX0696.The geoid height was determined by GEOID03.
 AX0696
 AX0696;                    North         East    Units  Estimated Accuracy
 AX0696;SPC TXSC     - 4,183,360.      838,170.      MT  (+/- 180 meters Scaled)
 AX0696
 AX0696                          SUPERSEDED SURVEY CONTROL
 AX0696
 AX0696  NGVD 29 (??/??/92)   58.37   (m)          191.5    (f) COMPUTED    2 0
 AX0696
 AX0696.Superseded values are not recommended for survey control.
 AX0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0696.See file dsdata.txt to determine how the superseded data were derived.
 AX0696
 AX0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT381620(NAD 83)
 AX0696_MARKER: DB = BENCH MARK DISK
 AX0696_SETTING: 0 = UNSPECIFIED SETTING
 AX0696_STAMPING: M 860 1943
 AX0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0696
 AX0696  HISTORY     - Date     Condition        Report By
 AX0696  HISTORY     - 1943     MONUMENTED       CGS
 AX0696
 AX0696                          STATION DESCRIPTION
 AX0696
 AX0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0696'5.7 MI SE FROM ROCK ISLAND.
 AX0696'5.7 MI. S.E. ALONG THE COUNTY ROAD FROM THE STATION AT ROCK ISLAND,
 AX0696'SET AT A PRIVATE ROAD, 65.6 FEET N. OF THE N.E. CORNER OF THE HOUSE,
 AX0696'24 FEET S. OF THE CENTERLINE OF THE ROAD, 12 FEET E. OF THE CENTERLINE
 AX0696'OF THE PRIVATE ROAD, 7 FEET E. OF THE E. GATE POST, 1.5 FEET W. OF
 AX0696'REFERENCE POST.  PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0697 ***********************************************************************
 AX0697  DESIGNATION -  M 860 RESET 1955
 AX0697  PID         -  AX0697
 AX0697  STATE/COUNTY-  TX/COLORADO
 AX0697  USGS QUAD   -  SHERIDAN NE (1981)
 AX0697
 AX0697                         *CURRENT SURVEY CONTROL
 AX0697  ___________________________________________________________________
 AX0697* NAD 83(1986)-  29 27 55.     (N)    096 32 39.     (W)     SCALED    
 AX0697* NAVD 88     -        59.06   (+/-2cm)     193.8    (feet)  VERTCON   
 AX0697  ___________________________________________________________________
 AX0697  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0697
 AX0697  VERT ORDER  -  THIRD (See Below)
 AX0697
 AX0697.The horizontal coordinates were scaled from a topographic map and have
 AX0697.an estimated accuracy of +/- 6 seconds.
 AX0697
 AX0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0697.The vertical order pertains to the NGVD 29 superseded value.
 AX0697
 AX0697.The geoid height was determined by GEOID03.
 AX0697
 AX0697;                    North         East    Units  Estimated Accuracy
 AX0697;SPC TXSC     - 4,183,360.      838,170.      MT  (+/- 180 meters Scaled)
 AX0697
 AX0697                          SUPERSEDED SURVEY CONTROL
 AX0697
 AX0697  NGVD 29 (??/??/??)   59.05   (m)          193.7    (f) RESET       3  
 AX0697
 AX0697.Superseded values are not recommended for survey control.
 AX0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0697.See file dsdata.txt to determine how the superseded data were derived.
 AX0697
 AX0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT381620(NAD 83)
 AX0697_MARKER: DB = BENCH MARK DISK
 AX0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0697_SP_SET: CULVERT
 AX0697_STAMPING: M 860 RESET 1955
 AX0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0697
 AX0697  HISTORY     - Date     Condition        Report By
 AX0697  HISTORY     - 1955     MONUMENTED       TXHD
 AX0697
 AX0697                          STATION DESCRIPTION
 AX0697
 AX0697'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AX0697'5.7 MI SE FROM ROCK ISLAND.
 AX0697'3.2 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE STATION AT ROCK
 AX0697'ISLAND, COLORADO COUNTY, AND THENCE 2.5 MILES SOUTHEAST ALONG
 AX0697'FARM-TO-MARKET HIGHWAY 1693, AT A QUADRUPLE 10-BY 9-FOOT CONCRETE BOX
 AX0697'CULVERT OVER PIN OAK CREEK, AND IN THE WEST END OF THE SOUTH HEAD
 AX0697'WALL.  A STANDARD DISK, STAMPED M 860 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0943 ***********************************************************************
 AN0943  DESIGNATION -  M 861
 AN0943  PID         -  AN0943
 AN0943  STATE/COUNTY-  TX/GOLIAD
 AN0943  USGS QUAD   -  MELO (1987)
 AN0943
 AN0943                         *CURRENT SURVEY CONTROL
 AN0943  ___________________________________________________________________
 AN0943* NAD 83(1986)-  28 34 26.     (N)    097 24 20.     (W)     SCALED    
 AN0943* NAVD 88     -        47.34   (+/-2cm)     155.3    (feet)  VERTCON   
 AN0943  ___________________________________________________________________
 AN0943  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0943
 AN0943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0943
 AN0943.The horizontal coordinates were scaled from a topographic map and have
 AN0943.an estimated accuracy of +/- 6 seconds.
 AN0943
 AN0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0943.The vertical order pertains to the NGVD 29 superseded value.
 AN0943
 AN0943.The geoid height was determined by GEOID03.
 AN0943
 AN0943;                    North         East    Units  Estimated Accuracy
 AN0943;SPC TXSC     - 4,083,140.      755,980.      MT  (+/- 180 meters Scaled)
 AN0943
 AN0943                          SUPERSEDED SURVEY CONTROL
 AN0943
 AN0943  NGVD 29 (??/??/92)   47.412  (m)          155.55   (f) ADJ UNCH    2 0
 AN0943
 AN0943.Superseded values are not recommended for survey control.
 AN0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0943.See file dsdata.txt to determine how the superseded data were derived.
 AN0943
 AN0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS559618(NAD 83)
 AN0943_MARKER: DB = BENCH MARK DISK
 AN0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0943_STAMPING: M 861 1943
 AN0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0943+STABILITY: SURFACE MOTION
 AN0943
 AN0943  HISTORY     - Date     Condition        Report By
 AN0943  HISTORY     - 1943     MONUMENTED       CGS
 AN0943
 AN0943                          STATION DESCRIPTION
 AN0943
 AN0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0943'7.1 MI S FROM GOLIAD.
 AN0943'7.1 MILES SOUTH ALONG A COUNTY ROAD FROM THE COURTHOUSE AT GOLIAD,
 AN0943'GOLIAD COUNTY, 51.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN
 AN0943'BRIDGE, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2.3 FEET NORTH
 AN0943'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 861 1943
 AN0943'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AN0943'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0958 ***********************************************************************
 AN0958  DESIGNATION -  M 862
 AN0958  PID         -  AN0958
 AN0958  STATE/COUNTY-  TX/GOLIAD
 AN0958  USGS QUAD   -  FANNIN (1987)
 AN0958
 AN0958                         *CURRENT SURVEY CONTROL
 AN0958  ___________________________________________________________________
 AN0958* NAD 83(1986)-  28 37 54.     (N)    097 12 30.     (W)     SCALED    
 AN0958* NAVD 88     -        31.00   (+/-2cm)     101.7    (feet)  VERTCON   
 AN0958  ___________________________________________________________________
 AN0958  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0958
 AN0958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0958
 AN0958.The horizontal coordinates were scaled from a topographic map and have
 AN0958.an estimated accuracy of +/- 6 seconds.
 AN0958
 AN0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0958.The vertical order pertains to the NGVD 29 superseded value.
 AN0958
 AN0958.The geoid height was determined by GEOID03.
 AN0958
 AN0958;                    North         East    Units  Estimated Accuracy
 AN0958;SPC TXSC     - 4,089,820.      775,180.      MT  (+/- 180 meters Scaled)
 AN0958
 AN0958                          SUPERSEDED SURVEY CONTROL
 AN0958
 AN0958  NGVD 29 (??/??/92)   31.100  (m)          102.03   (f) ADJ UNCH    2 0
 AN0958
 AN0958.Superseded values are not recommended for survey control.
 AN0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0958.See file dsdata.txt to determine how the superseded data were derived.
 AN0958
 AN0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS751684(NAD 83)
 AN0958_MARKER: DB = BENCH MARK DISK
 AN0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0958_STAMPING: M-862 1943
 AN0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0958+STABILITY: SURFACE MOTION
 AN0958
 AN0958  HISTORY     - Date     Condition        Report By
 AN0958  HISTORY     - 1943     MONUMENTED       CGS
 AN0958  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0958
 AN0958                          STATION DESCRIPTION
 AN0958
 AN0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0958'5.5 MI S FROM FANNIN.
 AN0958'5.5 MILES SOUTH ALONG THE COUNTY ROAD FROM THE STATION AT FANNIN, SET
 AN0958'AT THE FOOT OF A SMALL HILL SLOPING TO THE NORTH, AT A GATE, 20 FEET
 AN0958'EAST OF THE CENTER-LINE OF THE ROAD, 10.5 FEET SOUTH OF THE SOUTH GATE
 AN0958'POST, 1 FOOT WEST OF THE FENCE, 2.1 FEET NORTH OF THE REFERENCE POST.
 AN0958'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 AN0958'FOOT ABOVE THE GROUND.
 AN0958
 AN0958                          STATION RECOVERY (1990)
 AN0958
 AN0958'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0959 ***********************************************************************
 AN0959  DESIGNATION -  M 862 RESET 1959
 AN0959  PID         -  AN0959
 AN0959  STATE/COUNTY-  TX/GOLIAD
 AN0959  USGS QUAD   -  FANNIN (1987)
 AN0959
 AN0959                         *CURRENT SURVEY CONTROL
 AN0959  ___________________________________________________________________
 AN0959* NAD 83(1986)-  28 37 54.     (N)    097 12 30.     (W)     SCALED    
 AN0959* NAVD 88     -        30.92   (+/-2cm)     101.4    (feet)  VERTCON   
 AN0959  ___________________________________________________________________
 AN0959  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0959
 AN0959  VERT ORDER  -  THIRD (See Below)
 AN0959
 AN0959.The horizontal coordinates were scaled from a topographic map and have
 AN0959.an estimated accuracy of +/- 6 seconds.
 AN0959
 AN0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0959.The vertical order pertains to the NGVD 29 superseded value.
 AN0959
 AN0959.The geoid height was determined by GEOID03.
 AN0959
 AN0959;                    North         East    Units  Estimated Accuracy
 AN0959;SPC TXSC     - 4,089,820.      775,180.      MT  (+/- 180 meters Scaled)
 AN0959
 AN0959                          SUPERSEDED SURVEY CONTROL
 AN0959
 AN0959  NGVD 29 (01/29/03)   31.02   (m)          101.8    (f) RESET       3  
 AN0959
 AN0959.Superseded values are not recommended for survey control.
 AN0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0959.See file dsdata.txt to determine how the superseded data were derived.
 AN0959
 AN0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS751684(NAD 83)
 AN0959_MARKER: DB = BENCH MARK DISK
 AN0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0959_STAMPING: M 862 RESET 1959
 AN0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0959+STABILITY: SURFACE MOTION
 AN0959
 AN0959  HISTORY     - Date     Condition        Report By
 AN0959  HISTORY     - 1959     MONUMENTED       TXHD
 AN0959  HISTORY     - 1990     GOOD             USPSQD
 AN0959
 AN0959                          STATION DESCRIPTION
 AN0959
 AN0959'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AN0959'5.5 MI S FROM FANNIN.
 AN0959'5.5 MILES SOUTH ALONG F. M. HIGHWAY 2506 FROM TEXAS AND NEW ORLEANS
 AN0959'RAILROAD STATION AT FANNIN, AT THE FOOT OF A SMALL HILL SLOPING TO THE
 AN0959'NORTH, 41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST
 AN0959'OF THE EAST RIGHT-OF-WAY FENCE LINE AND 1 FOOT NORTH OF A WHITE WOODEN
 AN0959'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 AN0959'1.5 FEET BELOW THE CENTERLINE OF THE HIGHWAY AND ABOUT 0.50 FEET ABOVE
 AN0959'THE GROUND.
 AN0959
 AN0959                          STATION RECOVERY (1990)
 AN0959
 AN0959'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1483 ***********************************************************************
 AN1483  DESIGNATION -  M 863
 AN1483  PID         -  AN1483
 AN1483  STATE/COUNTY-  TX/BEE
 AN1483  USGS QUAD   -  SKIDMORE (1979)
 AN1483
 AN1483                         *CURRENT SURVEY CONTROL
 AN1483  ___________________________________________________________________
 AN1483* NAD 83(1986)-  28 15 40.     (N)    097 40 55.     (W)     SCALED    
 AN1483* NAVD 88     -        46.518  (meters)     152.62   (feet)  ADJUSTED  
 AN1483  ___________________________________________________________________
 AN1483  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1483  DYNAMIC HT  -          46.448 (meters)     152.39  (feet)  COMP
 AN1483  MODELED GRAV-     979,142.7   (mgal)                       NAVD 88
 AN1483
 AN1483  VERT ORDER  -  FIRST     CLASS II
 AN1483
 AN1483.The horizontal coordinates were scaled from a topographic map and have
 AN1483.an estimated accuracy of +/- 6 seconds.
 AN1483
 AN1483.The orthometric height was determined by differential leveling
 AN1483.and adjusted by the National Geodetic Survey in June 1991..
 AN1483
 AN1483.The geoid height was determined by GEOID03.
 AN1483
 AN1483.The dynamic height is computed by dividing the NAVD 88
 AN1483.geopotential number by the normal gravity value computed on the
 AN1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1483.degrees latitude (g = 980.6199 gals.).
 AN1483
 AN1483.The modeled gravity was interpolated from observed gravity values.
 AN1483
 AN1483;                    North         East    Units  Estimated Accuracy
 AN1483;SPC TXSC     - 4,048,140.      729,340.      MT  (+/- 180 meters Scaled)
 AN1483
 AN1483                          SUPERSEDED SURVEY CONTROL
 AN1483
 AN1483.No superseded survey control is available for this station.
 AN1483
 AN1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS292268(NAD 83)
 AN1483_MARKER: DB = BENCH MARK DISK
 AN1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1483_STAMPING: M-863 1943
 AN1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1483+STABILITY: SURFACE MOTION
 AN1483
 AN1483  HISTORY     - Date     Condition        Report By
 AN1483  HISTORY     - 1943     MONUMENTED       CGS
 AN1483  HISTORY     - 1981     GOOD             NGS
 AN1483  HISTORY     - 1987     GOOD             USPSQD
 AN1483  HISTORY     - 19970725 GOOD             USPSQD
 AN1483
 AN1483                          STATION DESCRIPTION
 AN1483
 AN1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1483'IN SKIDMORE.
 AN1483'AT SKIDMORE, 0.6 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS
 AN1483'RAILROAD FROM THE STATION, 51.8 FEET NORTHEAST OF THE NORTHEAST RAIL
 AN1483'OF THE MAIN TRACK, 10.5 FEET EAST-SOUTHEAST OF THE 7TH. POLE NORTHWEST
 AN1483'OF MILEPOST NO. 104, 1.5 FEET NORTHWEST OF THE REFERENCE POST. BENCH
 AN1483'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT
 AN1483'ABOVE THE GROUND.
 AN1483
 AN1483                          STATION RECOVERY (1981)
 AN1483
 AN1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1483'RECOVERED IN GOOD CONDITION.
 AN1483
 AN1483                          STATION RECOVERY (1987)
 AN1483
 AN1483'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1483'RECOVERED IN GOOD CONDITION.
 AN1483
 AN1483                          STATION RECOVERY (1997)
 AN1483
 AN1483'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1456 ***********************************************************************
 AN1456  DESIGNATION -  M 864
 AN1456  PID         -  AN1456
 AN1456  STATE/COUNTY-  TX/BEE
 AN1456  USGS QUAD   -  REFUGIO SW (1978)
 AN1456
 AN1456                         *CURRENT SURVEY CONTROL
 AN1456  ___________________________________________________________________
 AN1456* NAD 83(1986)-  28 22 23.     (N)    097 25 24.     (W)     SCALED    
 AN1456* NAVD 88     -        24.37   (+/-2cm)      80.0    (feet)  VERTCON   
 AN1456  ___________________________________________________________________
 AN1456  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1456
 AN1456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1456
 AN1456.The horizontal coordinates were scaled from a topographic map and have
 AN1456.an estimated accuracy of +/- 6 seconds.
 AN1456
 AN1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1456.The vertical order pertains to the NGVD 29 superseded value.
 AN1456
 AN1456.The geoid height was determined by GEOID03.
 AN1456
 AN1456;                    North         East    Units  Estimated Accuracy
 AN1456;SPC TXSC     - 4,060,860.      754,540.      MT  (+/- 180 meters Scaled)
 AN1456
 AN1456                          SUPERSEDED SURVEY CONTROL
 AN1456
 AN1456  NGVD 29 (??/??/92)   24.471  (m)           80.29   (f) ADJ UNCH    2 0
 AN1456
 AN1456.Superseded values are not recommended for survey control.
 AN1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1456.See file dsdata.txt to determine how the superseded data were derived.
 AN1456
 AN1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS544395(NAD 83)
 AN1456_MARKER: DB = BENCH MARK DISK
 AN1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1456_STAMPING: M 864 1943
 AN1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1456+STABILITY: SURFACE MOTION
 AN1456
 AN1456  HISTORY     - Date     Condition        Report By
 AN1456  HISTORY     - 1943     MONUMENTED       CGS
 AN1456  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1456  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1456  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1456
 AN1456                          STATION DESCRIPTION
 AN1456
 AN1456'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1456'2.5 MI S FROM BLANCONIA.
 AN1456'2.5 MILES SOUTH OF BLANCONIA, BEE COUNTY.  THIS BENCH MARK MAY BE
 AN1456'REACHED FROM THE CATHOLIC CHURCH BY GOING 0.6 MILE SOUTH ALONG A
 AN1456'COUNTY ROAD, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 202, AND THENCE
 AN1456'1.1 MILES SOUTH ALONG A COUNTY ROAD.  IT IS ON THE INSIDE OF A ROAD
 AN1456'CURVE WITH TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, 22 FEET WEST OF
 AN1456'THE CENTERLINE OF THE ROAD, 7.4 FEET EAST OF A FENCE, AND 1.8 FEET
 AN1456'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 864
 AN1456'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AN1456'GROUND.
 AN1456
 AN1456                          STATION RECOVERY (1973)
 AN1456
 AN1456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1456'MARK NOT FOUND.
 AN1456
 AN1456                          STATION RECOVERY (1996)
 AN1456
 AN1456'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0836 ***********************************************************************
 AX0836  DESIGNATION -  M 866
 AX0836  PID         -  AX0836
 AX0836  STATE/COUNTY-  TX/LAVACA
 AX0836  USGS QUAD   -  HOPE (1981)
 AX0836
 AX0836                         *CURRENT SURVEY CONTROL
 AX0836  ___________________________________________________________________
 AX0836* NAD 83(1986)-  29 13 09.     (N)    096 59 43.     (W)     SCALED    
 AX0836* NAVD 88     -        58.03   (+/-2cm)     190.4    (feet)  VERTCON   
 AX0836  ___________________________________________________________________
 AX0836  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0836
 AX0836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0836
 AX0836.The horizontal coordinates were scaled from a topographic map and have
 AX0836.an estimated accuracy of +/- 6 seconds.
 AX0836
 AX0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0836.The vertical order pertains to the NGVD 29 superseded value.
 AX0836
 AX0836.The geoid height was determined by GEOID03.
 AX0836
 AX0836;                    North         East    Units  Estimated Accuracy
 AX0836;SPC TXSC     - 4,155,260.      794,890.      MT  (+/- 180 meters Scaled)
 AX0836
 AX0836                          SUPERSEDED SURVEY CONTROL
 AX0836
 AX0836  NGVD 29 (??/??/92)   58.041  (m)          190.42   (f) ADJ UNCH    2 0
 AX0836
 AX0836.Superseded values are not recommended for survey control.
 AX0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0836.See file dsdata.txt to determine how the superseded data were derived.
 AX0836
 AX0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT948339(NAD 83)
 AX0836_MARKER: DB = BENCH MARK DISK
 AX0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0836_STAMPING: M 866 1943
 AX0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0836+STABILITY: SURFACE MOTION
 AX0836
 AX0836  HISTORY     - Date     Condition        Report By
 AX0836  HISTORY     - 1943     MONUMENTED       CGS
 AX0836  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0836
 AX0836                          STATION DESCRIPTION
 AX0836
 AX0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0836'0.35 MI N FROM HOPE.
 AX0836'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 0.35 MILE NORTHERLY
 AX0836'ALONG THE HOPE-KOERTH ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX0836'0.05 MILE NORTH OF A STORE AND GULF SERVICE STATION AT HOPE, AND ABOUT
 AX0836'100.0 FEET NORTHWEST OF THE CENTER OF A SIDE ROAD INTERSECTION LEADING
 AX0836'NORTHEAST.  IT IS ABOUT 28.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AX0836'ELEVATION AS THE CENTERLINE OF ROAD, 5.0 FEET SOUTHWEST OF A FENCE
 AX0836'CORNER, 1.0 FEET NORTHWEST OF A FENCE, AND 3.0 FEET SOUTHWEST OF A
 AX0836'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AX0836
 AX0836                          STATION RECOVERY (1997)
 AX0836
 AX0836'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0767 ***********************************************************************
 AX0767  DESIGNATION -  M 867
 AX0767  PID         -  AX0767
 AX0767  STATE/COUNTY-  TX/LAVACA
 AX0767  USGS QUAD   -  EZZELL (1981)
 AX0767
 AX0767                         *CURRENT SURVEY CONTROL
 AX0767  ___________________________________________________________________
 AX0767* NAD 83(1986)-  29 18 06.     (N)    096 53 08.     (W)     SCALED    
 AX0767* NAVD 88     -        47.26   (+/-2cm)     155.1    (feet)  VERTCON   
 AX0767  ___________________________________________________________________
 AX0767  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0767
 AX0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0767
 AX0767.The horizontal coordinates were scaled from a topographic map and have
 AX0767.an estimated accuracy of +/- 6 seconds.
 AX0767
 AX0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0767.The vertical order pertains to the NGVD 29 superseded value.
 AX0767
 AX0767.The geoid height was determined by GEOID03.
 AX0767
 AX0767;                    North         East    Units  Estimated Accuracy
 AX0767;SPC TXSC     - 4,164,590.      805,390.      MT  (+/- 180 meters Scaled)
 AX0767
 AX0767                          SUPERSEDED SURVEY CONTROL
 AX0767
 AX0767  NGVD 29 (??/??/92)   47.269  (m)          155.08   (f) ADJ UNCH    2 0
 AX0767
 AX0767.Superseded values are not recommended for survey control.
 AX0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0767.See file dsdata.txt to determine how the superseded data were derived.
 AX0767
 AX0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT053432(NAD 83)
 AX0767_MARKER: DB = BENCH MARK DISK
 AX0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0767_STAMPING: M 867 1943
 AX0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0767+STABILITY: SURFACE MOTION
 AX0767
 AX0767  HISTORY     - Date     Condition        Report By
 AX0767  HISTORY     - 1943     MONUMENTED       CGS
 AX0767
 AX0767                          STATION DESCRIPTION
 AX0767
 AX0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0767'2.25 MI N FROM EZZELL.
 AX0767'TO REACH FROM A SCHOOLHOUSE AT EZZELL-- PROCEED 2.25 MILES NORTHERLY
 AX0767'ALONG THE EZZELL-HALLETTSVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX0767'IS ABOUT 0.25 MILE NORTH OF THE SOUTH END OF A STEEL BRIDGE OVER
 AX0767'LAVACA RIVER AND 18.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0767'CENTERLINE OF ROAD.  IT IS 5.0 FEET NORTH OF A DIAGONAL FENCE CORNER,
 AX0767'1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET SOUTH OF A
 AX0767'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT. STAMPED M
 AX0767'867 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1702 ***********************************************************************
 AX1702  DESIGNATION -  M 868
 AX1702  PID         -  AX1702
 AX1702  STATE/COUNTY-  TX/VICTORIA
 AX1702  USGS QUAD   -  FORDTRAN (1987)
 AX1702
 AX1702                         *CURRENT SURVEY CONTROL
 AX1702  ___________________________________________________________________
 AX1702* NAD 83(1986)-  29 01 47.     (N)    097 00 59.     (W)     SCALED    
 AX1702* NAVD 88     -        56.01   (+/-2cm)     183.8    (feet)  VERTCON   
 AX1702  ___________________________________________________________________
 AX1702  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX1702
 AX1702  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1702
 AX1702.The horizontal coordinates were scaled from a topographic map and have
 AX1702.an estimated accuracy of +/- 6 seconds.
 AX1702
 AX1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1702.The vertical order pertains to the NGVD 29 superseded value.
 AX1702
 AX1702.The geoid height was determined by GEOID03.
 AX1702
 AX1702;                    North         East    Units  Estimated Accuracy
 AX1702;SPC TXSC     - 4,134,230.      793,190.      MT  (+/- 180 meters Scaled)
 AX1702
 AX1702                          SUPERSEDED SURVEY CONTROL
 AX1702
 AX1702  NGVD 29 (??/??/92)   56.042  (m)          183.86   (f) ADJ UNCH    2 0
 AX1702
 AX1702.Superseded values are not recommended for survey control.
 AX1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1702.See file dsdata.txt to determine how the superseded data were derived.
 AX1702
 AX1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT931129(NAD 83)
 AX1702_MARKER: DB = BENCH MARK DISK
 AX1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1702_STAMPING: M 868 1943
 AX1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1702+STABILITY: SURFACE MOTION
 AX1702
 AX1702  HISTORY     - Date     Condition        Report By
 AX1702  HISTORY     - 1943     MONUMENTED       CGS
 AX1702
 AX1702                          STATION DESCRIPTION
 AX1702
 AX1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1702'10.65 MI NE FROM NURSERY.
 AX1702'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 10.65 MILES
 AX1702'NORTHEASTERLY ALONG THE NURSERY-FORDTRAN ROAD TO SITE OF BENCH MARK.
 AX1702'BENCH MARK IS ON THE OUTSIDE OF A CURVE, AT THE NORTHWEST END OF A
 AX1702'0.15 MILE JOG IN ROAD, AND 28.0 FEET NORTHWEST OF AND ABOUT THE SAME
 AX1702'ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 26.0 FEET NORTHEAST OF THE
 AX1702'CENTERLINE OF A TRACK ROAD LEADING NORTHWEST, 6.0 FEET NORTHWEST OF A
 AX1702'FENCE CORNER, 2.0 FEET NORTHEAST OF A FENCE, AND 3.5 FEET NORTHWEST OF
 AX1702'A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0863 ***********************************************************************
 AX0863  DESIGNATION -  M 869
 AX0863  PID         -  AX0863
 AX0863  STATE/COUNTY-  TX/JACKSON
 AX0863  USGS QUAD   -  NAVIDAD (1981)
 AX0863
 AX0863                         *CURRENT SURVEY CONTROL
 AX0863  ___________________________________________________________________
 AX0863* NAD 83(1986)-  29 03 44.     (N)    096 46 55.     (W)     SCALED    
 AX0863* NAVD 88     -        21.27   (+/-2cm)      69.8    (feet)  VERTCON   
 AX0863  ___________________________________________________________________
 AX0863  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0863
 AX0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0863
 AX0863.The horizontal coordinates were scaled from a topographic map and have
 AX0863.an estimated accuracy of +/- 6 seconds.
 AX0863
 AX0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0863.The vertical order pertains to the NGVD 29 superseded value.
 AX0863
 AX0863.The geoid height was determined by GEOID03.
 AX0863
 AX0863;                    North         East    Units  Estimated Accuracy
 AX0863;SPC TXSC     - 4,138,240.      815,960.      MT  (+/- 180 meters Scaled)
 AX0863
 AX0863                          SUPERSEDED SURVEY CONTROL
 AX0863
 AX0863  NGVD 29 (??/??/92)   21.301  (m)           69.89   (f) ADJ UNCH    2 0
 AX0863
 AX0863.Superseded values are not recommended for survey control.
 AX0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0863.See file dsdata.txt to determine how the superseded data were derived.
 AX0863
 AX0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT159169(NAD 83)
 AX0863_MARKER: DB = BENCH MARK DISK
 AX0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0863_STAMPING: M 869 1943
 AX0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0863+STABILITY: SURFACE MOTION
 AX0863
 AX0863  HISTORY     - Date     Condition        Report By
 AX0863  HISTORY     - 1943     MONUMENTED       CGS
 AX0863
 AX0863                          STATION DESCRIPTION
 AX0863
 AX0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0863'1.1 MI SW FROM NAVIDAD.
 AX0863'TO REACH FROM THE SCHOOL AT NAVIDAD-- PROCEED 1.1 MILES SOUTHWESTERLY
 AX0863'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE
 AX0863'WEST OF A STEEL BRIDGE OVER LAVACA RIVER, AND 50.4 FEET SOUTH OF AND
 AX0863'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD.  IT IS 5.6 FEET WEST OF A
 AX0863'FENCE CORNER, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET
 AX0863'EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0798 ***********************************************************************
 BL0798  DESIGNATION -  M 87
 BL0798  PID         -  BL0798
 BL0798  STATE/COUNTY-  TX/WALKER
 BL0798  USGS QUAD   -  RIVERSIDE (1997)
 BL0798
 BL0798                         *CURRENT SURVEY CONTROL
 BL0798  ___________________________________________________________________
 BL0798* NAD 83(1986)-  30 48 55.     (N)    095 24 10.     (W)     SCALED    
 BL0798* NAVD 88     -        75.219  (meters)     246.78   (feet)  ADJUSTED  
 BL0798  ___________________________________________________________________
 BL0798  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL0798  DYNAMIC HT  -          75.121 (meters)     246.46  (feet)  COMP
 BL0798  MODELED GRAV-     979,350.7   (mgal)                       NAVD 88
 BL0798
 BL0798  VERT ORDER  -  FIRST     CLASS I
 BL0798
 BL0798.The horizontal coordinates were scaled from a topographic map and have
 BL0798.an estimated accuracy of +/- 6 seconds.
 BL0798
 BL0798.The orthometric height was determined by differential leveling
 BL0798.and adjusted by the National Geodetic Survey in June 1991..
 BL0798
 BL0798.The geoid height was determined by GEOID03.
 BL0798
 BL0798.The dynamic height is computed by dividing the NAVD 88
 BL0798.geopotential number by the normal gravity value computed on the
 BL0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0798.degrees latitude (g = 980.6199 gals.).
 BL0798
 BL0798.The modeled gravity was interpolated from observed gravity values.
 BL0798
 BL0798;                    North         East    Units  Estimated Accuracy
 BL0798;SPC TX C     - 3,137,780.    1,171,590.      MT  (+/- 180 meters Scaled)
 BL0798
 BL0798                          SUPERSEDED SURVEY CONTROL
 BL0798
 BL0798  NGVD 29 (12/23/87)   75.228  (m)          246.81   (f) ADJUSTED    1 1
 BL0798
 BL0798.Superseded values are not recommended for survey control.
 BL0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0798.See file dsdata.txt to determine how the superseded data were derived.
 BL0798
 BL0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ701116(NAD 83)
 BL0798_MARKER: DB = BENCH MARK DISK
 BL0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0798_SP_SET: CONCRETE POST
 BL0798_STAMPING: M 87 1932
 BL0798_MARK LOGO: CGS   
 BL0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0798+STABILITY: SURFACE MOTION
 BL0798
 BL0798  HISTORY     - Date     Condition        Report By
 BL0798  HISTORY     - 1932     MONUMENTED       CGS
 BL0798  HISTORY     - 1973     GOOD             NGS
 BL0798  HISTORY     - 1978     GOOD             NGS
 BL0798  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL0798  HISTORY     - 1987     POOR             NGS
 BL0798
 BL0798                          STATION DESCRIPTION
 BL0798
 BL0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0798'2.65 MI SWS FROM RIVERSIDE.
 BL0798'ABOUT 2.65 MILES SOUTHWEST AND SOUTH ALONG MISSOURI-PACIFIC RAILROAD
 BL0798'FROM THE CROSSING OF FARM ROAD 980, 62.8 FEET NORTHWEST OF THE CENTER
 BL0798'LINE OF A STEEL GATE, 26.2 FEET EAST OF THE CENTER LINE OF FARM ROAD
 BL0798'405, 7.8 FEET WEST OF A FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST,
 BL0798'1/2-FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BL0798'POST PROJECTING 0.4 FOOT.
 BL0798
 BL0798                          STATION RECOVERY (1978)
 BL0798
 BL0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0798'RECOVERED IN GOOD CONDITION.
 BL0798
 BL0798                          STATION RECOVERY (1987)
 BL0798
 BL0798'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL0798'MARK NOT FOUND.
 BL0798
 BL0798                          STATION RECOVERY (1987)
 BL0798
 BL0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0798'RECOVERED IN POOR CONDITION WITH THE FOLLOWING EXCEPTION.  THE MARK
 BL0798'HAS BEEN HIT AND HALF OF THE DISK IS MISSING, AND ONLY 1932 OF THE
 BL0798'STAMPING REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1983 ***********************************************************************
 AN1983  DESIGNATION -  M 870
 AN1983  PID         -  AN1983
 AN1983  STATE/COUNTY-  TX/VICTORIA
 AN1983  USGS QUAD   -  INEZ NW (1995)
 AN1983
 AN1983                         *CURRENT SURVEY CONTROL
 AN1983  ___________________________________________________________________
 AN1983* NAD 83(1986)-  28 59 36.     (N)    096 54 49.     (W)     SCALED    
 AN1983* NAVD 88     -        38.12   (+/-2cm)     125.1    (feet)  VERTCON   
 AN1983  ___________________________________________________________________
 AN1983  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN1983
 AN1983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1983
 AN1983.The horizontal coordinates were scaled from a topographic map and have
 AN1983.an estimated accuracy of +/- 6 seconds.
 AN1983
 AN1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1983.The vertical order pertains to the NGVD 29 superseded value.
 AN1983
 AN1983.The geoid height was determined by GEOID03.
 AN1983
 AN1983;                    North         East    Units  Estimated Accuracy
 AN1983;SPC TXSC     - 4,130,370.      803,270.      MT  (+/- 180 meters Scaled)
 AN1983
 AN1983                          SUPERSEDED SURVEY CONTROL
 AN1983
 AN1983  NGVD 29 (??/??/92)   38.166  (m)          125.22   (f) ADJ UNCH    2 0
 AN1983
 AN1983.Superseded values are not recommended for survey control.
 AN1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1983.See file dsdata.txt to determine how the superseded data were derived.
 AN1983
 AN1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT032090(NAD 83)
 AN1983_MARKER: DB = BENCH MARK DISK
 AN1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1983_STAMPING: M 870 1943
 AN1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1983+STABILITY: SURFACE MOTION
 AN1983
 AN1983  HISTORY     - Date     Condition        Report By
 AN1983  HISTORY     - 1943     MONUMENTED       CGS
 AN1983
 AN1983                          STATION DESCRIPTION
 AN1983
 AN1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1983'12.25 MI NW FROM INEZ.
 AN1983'TO REACH FROM THE RAILROAD STATION AT INEZ-- PROCEED 12.25 MILES
 AN1983'NORTHWESTERLY ALONG THE INEZ-SALEM-FORDTRAN ROAD TO SITE OF BENCH
 AN1983'MARK.  BENCH MARK IS ABOUT 0.9 MILE NORTHWEST OF THE SCHOOL AT SALEM,
 AN1983'AND 36.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1983'CENTERLINE OF ROAD.  IT IS 7.0 FEET SOUTHWEST OF A FENCE CORNER, 1.5
 AN1983'FEET NORTHWEST OF A FENCE, AND 2.6 FEET SOUTHWEST OF A 4X4-INCH WOODEN
 AN1983'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0445 ***********************************************************************
 AB0445  DESIGNATION -  M 871
 AB0445  PID         -  AB0445
 AB0445  STATE/COUNTY-  TX/CAMERON
 AB0445  USGS QUAD   -  HARLINGEN (1983)
 AB0445
 AB0445                         *CURRENT SURVEY CONTROL
 AB0445  ___________________________________________________________________
 AB0445* NAD 83(1986)-  26 12 20.     (N)    097 42 21.     (W)     SCALED    
 AB0445* NAVD 88     -        11.792  (meters)      38.69   (feet)  POSTED    
 AB0445  ___________________________________________________________________
 AB0445  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AB0445  DYNAMIC HT  -          11.770 (meters)      38.62  (feet)  COMP
 AB0445  MODELED GRAV-     979,034.8   (mgal)                       NAVD 88
 AB0445
 AB0445  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AB0445
 AB0445.The horizontal coordinates were scaled from a topographic map and have
 AB0445.an estimated accuracy of +/- 6 seconds.
 AB0445
 AB0445.The orthometric height was determined by differential leveling
 AB0445.and adjusted by the National Geodetic Survey in 1992..
 AB0445.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AB0445.rate greater than 8.0 mm/km.
 AB0445
 AB0445.The geoid height was determined by GEOID03.
 AB0445
 AB0445.The dynamic height is computed by dividing the NAVD 88
 AB0445.geopotential number by the normal gravity value computed on the
 AB0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0445.degrees latitude (g = 980.6199 gals.).
 AB0445
 AB0445.The modeled gravity was interpolated from observed gravity values.
 AB0445
 AB0445;                    North         East    Units  Estimated Accuracy
 AB0445;SPC TX S     - 5,059,960.      379,370.      MT  (+/- 180 meters Scaled)
 AB0445
 AB0445                          SUPERSEDED SURVEY CONTROL
 AB0445
 AB0445  NGVD 29 (??/??/92)   11.879  (m)           38.97   (f) ADJ UNCH    1 2
 AB0445
 AB0445.Superseded values are not recommended for survey control.
 AB0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0445.See file dsdata.txt to determine how the superseded data were derived.
 AB0445
 AB0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP292990(NAD 83)
 AB0445_MARKER: DB = BENCH MARK DISK
 AB0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0445_STAMPING: M 871 1943
 AB0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0445+STABILITY: SURFACE MOTION
 AB0445
 AB0445  HISTORY     - Date     Condition        Report By
 AB0445  HISTORY     - 1943     MONUMENTED       CGS
 AB0445  HISTORY     - 1951     MARK NOT FOUND   NGS
 AB0445  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0445  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0445  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0445  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0445
 AB0445                          STATION DESCRIPTION
 AB0445
 AB0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0445'1.1 MI NW FROM HARLINGEN.
 AB0445'ABOUT 1.1 MILES NORTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0445'RAILWAY FROM THE STATION AT HARLINGEN, CAMERON COUNTY, 8 FEET
 AB0445'NORTHWEST OF MILEPOST 26, 27 FEET NORTHEAST OF THE CENTER LINE OF THE
 AB0445'TRACK, 55 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 96, 3
 AB0445'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1.5 FEET
 AB0445'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 871 1943 AND SET IN
 AB0445'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AB0445'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0445
 AB0445                          STATION RECOVERY (1981)
 AB0445
 AB0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0445'NOT RECOVERED IN 1954 OR 1981, CONSIDERED DESTROYED.
 AB0445
 AB0445                          STATION RECOVERY (1988)
 AB0445
 AB0445'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0445'MARK NOT FOUND.
 AB0445
 AB0445                          STATION RECOVERY (1991)
 AB0445
 AB0445'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0445'MARK NOT FOUND.
 AB0445
 AB0445                          STATION RECOVERY (1993)
 AB0445
 AB0445'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0499 ***********************************************************************
 AE0499  DESIGNATION -  M 872
 AE0499  PID         -  AE0499
 AE0499  STATE/COUNTY-  TX/HIDALGO
 AE0499  USGS QUAD   -  PHARR (1983)
 AE0499
 AE0499                         *CURRENT SURVEY CONTROL
 AE0499  ___________________________________________________________________
 AE0499* NAD 83(1986)-  26 12 16.     (N)    098 10 56.     (W)     SCALED    
 AE0499* NAVD 88     -        33.439  (meters)     109.71   (feet)  ADJUSTED  
 AE0499  ___________________________________________________________________
 AE0499  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AE0499  DYNAMIC HT  -          33.383 (meters)     109.52  (feet)  COMP
 AE0499  MODELED GRAV-     978,997.2   (mgal)                       NAVD 88
 AE0499
 AE0499  VERT ORDER  -  FIRST     CLASS II
 AE0499
 AE0499.The horizontal coordinates were scaled from a topographic map and have
 AE0499.an estimated accuracy of +/- 6 seconds.
 AE0499
 AE0499.The orthometric height was determined by differential leveling
 AE0499.and adjusted by the National Geodetic Survey in June 1991..
 AE0499
 AE0499.The geoid height was determined by GEOID03.
 AE0499
 AE0499.The dynamic height is computed by dividing the NAVD 88
 AE0499.geopotential number by the normal gravity value computed on the
 AE0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0499.degrees latitude (g = 980.6199 gals.).
 AE0499
 AE0499.The modeled gravity was interpolated from observed gravity values.
 AE0499
 AE0499;                    North         East    Units  Estimated Accuracy
 AE0499;SPC TX S     - 5,059,620.      331,760.      MT  (+/- 180 meters Scaled)
 AE0499
 AE0499                          SUPERSEDED SURVEY CONTROL
 AE0499
 AE0499  NGVD 29 (??/??/92)   33.55   (m)          110.1    (f) COMPUTED    1 2
 AE0499
 AE0499.Superseded values are not recommended for survey control.
 AE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0499.See file dsdata.txt to determine how the superseded data were derived.
 AE0499
 AE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP817985(NAD 83)
 AE0499_MARKER: DB = BENCH MARK DISK
 AE0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0499_STAMPING: M 872 1943
 AE0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0499+STABILITY: SURFACE MOTION
 AE0499
 AE0499  HISTORY     - Date     Condition        Report By
 AE0499  HISTORY     - 1943     MONUMENTED       CGS
 AE0499  HISTORY     - 1954     MARK NOT FOUND   TXHD
 AE0499
 AE0499                          STATION DESCRIPTION
 AE0499
 AE0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0499'0.6 MI N FROM PHARR.
 AE0499'BENCH MARK IS ABOUT 0.6 MILE NORTHERLY ALONG U.S. HIGHWAY NO. 281 FROM
 AE0499'THE MISSOURI PACIFIC RAILROAD STATION AT PHARR, AT THE INTERSECTION OF
 AE0499'AN EAST-WEST CROSSROAD, AND ABOUT 30.0 FEET WEST OF AND ABOUT THE SAME
 AE0499'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  IT IS 21.0 FEET NORTH OF
 AE0499'THE CENTERLINE OF THE CROSSROAD (GASOLINE AVENUE), 2.0 FEET NORTH OF A
 AE0499'POWERLINE POLE AND 2.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.
 AE0499'THE MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AE0499
 AE0499                          STATION RECOVERY (1954)
 AE0499
 AE0499'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1954
 AE0499'THIS MARK WAS DESTROYED TO CLEAR NEW HIGHWAY CONSTRUCTION AFTER M 872
 AE0499'RESET 1952 WAS ESTABLISHED IN THE NEAR VICINITY BY ENGINEERS OF THE
 AE0499'TEXAS STATE HIGHWAY DEPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0500 ***********************************************************************
 AE0500  DESIGNATION -  M 872 RESET 1952
 AE0500  PID         -  AE0500
 AE0500  STATE/COUNTY-  TX/HIDALGO
 AE0500  USGS QUAD   -  PHARR (1983)
 AE0500
 AE0500                         *CURRENT SURVEY CONTROL
 AE0500  ___________________________________________________________________
 AE0500* NAD 83(1986)-  26 12 16.     (N)    098 10 56.     (W)     SCALED    
 AE0500* NAVD 88     -        33.44   (meters)     109.7    (feet)  RESET     
 AE0500  ___________________________________________________________________
 AE0500  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AE0500
 AE0500  VERT ORDER  -  THIRD
 AE0500
 AE0500.The horizontal coordinates were scaled from a topographic map and have
 AE0500.an estimated accuracy of +/- 6 seconds.
 AE0500
 AE0500.The orthometric height was computed from unverified reset data.
 AE0500
 AE0500.The geoid height was determined by GEOID03.
 AE0500
 AE0500;                    North         East    Units  Estimated Accuracy
 AE0500;SPC TX S     - 5,059,620.      331,760.      MT  (+/- 180 meters Scaled)
 AE0500
 AE0500                          SUPERSEDED SURVEY CONTROL
 AE0500
 AE0500.No superseded survey control is available for this station.
 AE0500
 AE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP817985(NAD 83)
 AE0500_MARKER: DB = BENCH MARK DISK
 AE0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0500_STAMPING: M 872 RESET 1952
 AE0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0500+STABILITY: SURFACE MOTION
 AE0500
 AE0500  HISTORY     - Date     Condition        Report By
 AE0500  HISTORY     - 1952     MONUMENTED       TXHD
 AE0500  HISTORY     - 1954     GOOD             TXHD
 AE0500  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0500  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0500
 AE0500                          STATION DESCRIPTION
 AE0500
 AE0500'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AE0500'0.6 MI N FROM PHARR.
 AE0500'ABOUT 0.6 MILE NORTH OF THE ST. L.B. AND M.R.R. DEPOT IN PHARR, ALONG
 AE0500'THE WEST SIDE OF HIGHWAY NO. 281, AT THE INTERSECTION OF A CROSS ROAD,
 AE0500'AND ON THE NORTH SIDE OF THE CROSS ROAD.  IT IS 2 FEET WEST OF A POWER
 AE0500'POLE, 5 FEET EAST OF A GAS REGULATOR AND 2 FEET EAST OF A 4 X 4 WHITE
 AE0500'POST.  A STANDARD DISK STAMPED M 872 RESET 1952 IN THE TOP OF A
 AE0500'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.
 AE0500
 AE0500                          STATION RECOVERY (1962)
 AE0500
 AE0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0500'MARK NOT FOUND.
 AE0500
 AE0500                          STATION RECOVERY (1981)
 AE0500
 AE0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0500'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0670 ***********************************************************************
 AE0670  DESIGNATION -  M 873
 AE0670  PID         -  AE0670
 AE0670  STATE/COUNTY-  TX/STARR
 AE0670  USGS QUAD   -  LA GRULLA (1965)
 AE0670
 AE0670                         *CURRENT SURVEY CONTROL
 AE0670  ___________________________________________________________________
 AE0670* NAD 83(1986)-  26 19 15.     (N)    098 41 39.     (W)     SCALED    
 AE0670* NAVD 88     -        47.495  (meters)     155.82   (feet)  ADJUSTED  
 AE0670  ___________________________________________________________________
 AE0670  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AE0670  DYNAMIC HT  -          47.416 (meters)     155.56  (feet)  COMP
 AE0670  MODELED GRAV-     978,990.1   (mgal)                       NAVD 88
 AE0670
 AE0670  VERT ORDER  -  FIRST     CLASS II
 AE0670
 AE0670.The horizontal coordinates were scaled from a topographic map and have
 AE0670.an estimated accuracy of +/- 6 seconds.
 AE0670
 AE0670.The orthometric height was determined by differential leveling
 AE0670.and adjusted by the National Geodetic Survey in June 1991..
 AE0670
 AE0670.The geoid height was determined by GEOID03.
 AE0670
 AE0670.The dynamic height is computed by dividing the NAVD 88
 AE0670.geopotential number by the normal gravity value computed on the
 AE0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0670.degrees latitude (g = 980.6199 gals.).
 AE0670
 AE0670.The modeled gravity was interpolated from observed gravity values.
 AE0670
 AE0670;                    North         East    Units  Estimated Accuracy
 AE0670;SPC TX S     - 5,072,490.      280,610.      MT  (+/- 180 meters Scaled)
 AE0670
 AE0670                          SUPERSEDED SURVEY CONTROL
 AE0670
 AE0670.No superseded survey control is available for this station.
 AE0670
 AE0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ305112(NAD 83)
 AE0670_MARKER: DB = BENCH MARK DISK
 AE0670_SETTING: 0 = UNSPECIFIED SETTING
 AE0670_STAMPING: M 873 1943
 AE0670_MARK LOGO: CGS   
 AE0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0670
 AE0670  HISTORY     - Date     Condition        Report By
 AE0670  HISTORY     - 1943     MONUMENTED       CGS
 AE0670  HISTORY     - 1981     GOOD             NGS
 AE0670  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0670
 AE0670                          STATION DESCRIPTION
 AE0670
 AE0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0670'0.7 MI NE FROM GARCIASVILLE.
 AE0670'BENCH MARK IS ABOUT 0.7 MILE NORTHEAST OF THE UNION SCHOOL AT
 AE0670'GARCIASVILLE, AT A GRADE CROSSING, ON THE RIGHT-OF-WAY OF THE MISSOURI
 AE0670'PACIFIC RAILROAD, ABOUT 0.1 MILE NORTH OF THE MAIN INTERSECTION OF
 AE0670'STREETS IN GARCIASVILLE.  IT IS 63.0 FEET EAST OF THE CENTERLINE OF
 AE0670'ROAD, 40.0 FEET SOUTH OF THE CENTERLINE OF THE TRACKS, 4.0 FEET WEST
 AE0670'OF A TELEGRAPH LINE POLE, AND 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AE0670'MARKER POST.  THE MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AE0670
 AE0670                          STATION RECOVERY (1981)
 AE0670
 AE0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0670'17.6 KM (10.95 MI) EAST ALONG U.S. HIGHWAY 83 EASTBOUND FROM THE
 AE0670'JUNCTION OF FARM ROAD 755 NORTH AT RIO GRANDE CITY, THENCE 0.6 KM
 AE0670'(0.4 MI) SOUTH ALONG FARM ROAD 1430, THENCE 0.2 KM (0.15 MI) SOUTH
 AE0670'ALONG A DIRT ROAD, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD
 AE0670'TRACKS, 19.2 METERS (63.0 FT) EAST OF THE CENTER OF THE ROAD, AND
 AE0670'11.9 METERS (39.0 FT) SOUTH OF THE SOUTH RAIL OF THE TRACKS.
 AE0670'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 AE0670
 AE0670                          STATION RECOVERY (1987)
 AE0670
 AE0670'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9989 ***********************************************************************
 DE9989  DESIGNATION -  M 874 RESET
 DE9989  PID         -  DE9989
 DE9989  STATE/COUNTY-  TX/DE WITT
 DE9989  USGS QUAD   -  YORKTOWN WEST (1987)
 DE9989
 DE9989                         *CURRENT SURVEY CONTROL
 DE9989  ___________________________________________________________________
 DE9989* NAD 83(1986)-  28 57 09.     (N)    097 30 07.     (W)     SCALED    
 DE9989* NAVD 88     -        84.93   (+/-2cm)     278.6    (feet)  VERTCON   
 DE9989  ___________________________________________________________________
 DE9989  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DE9989
 DE9989  VERT ORDER  -  THIRD (See Below)
 DE9989
 DE9989.The horizontal coordinates were scaled from a topographic map and have
 DE9989.an estimated accuracy of +/- 6 seconds.
 DE9989
 DE9989.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE9989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE9989.The vertical order pertains to the NGVD 29 superseded value.
 DE9989
 DE9989.The geoid height was determined by GEOID03.
 DE9989
 DE9989;                    North         East    Units  Estimated Accuracy
 DE9989;SPC TXSC     - 4,124,970.      746,020.      MT  (+/- 180 meters Scaled)
 DE9989
 DE9989                          SUPERSEDED SURVEY CONTROL
 DE9989
 DE9989  NGVD 29 (01/29/03)   84.94   (m)          278.7    (f) RESET       3  
 DE9989
 DE9989.Superseded values are not recommended for survey control.
 DE9989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9989.See file dsdata.txt to determine how the superseded data were derived.
 DE9989
 DE9989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT459036(NAD 83)
 DE9989_MARKER: DV = VERTICAL CONTROL DISK
 DE9989_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE9989_SP_SET: CULVERT HEADWALL
 DE9989_STAMPING: M 874 RESET 2001
 DE9989_MARK LOGO: NGS   
 DE9989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9989+STABILITY: SURFACE MOTION
 DE9989
 DE9989  HISTORY     - Date     Condition        Report By
 DE9989  HISTORY     - 2002     MONUMENTED       TXDOT
 DE9989
 DE9989                          STATION DESCRIPTION
 DE9989
 DE9989'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 2002
 DE9989'2.1 MILES (3.4 KM) SOUTH ALONG STATE HIGHWAY 119 FROM THE HIGH SCHOOL
 DE9989'AT YORKTOWN, DE WITT COUNTY, AT A CONCRETE CULVERT, IN THE NORTHWEST
 DE9989'END AT THE NORTHEAST HEADWALL, 25 FEET (7.6 M) NORTHEAST AT THE
 DE9989'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1607 ***********************************************************************
 AN1607  DESIGNATION -  M 876
 AN1607  PID         -  AN1607
 AN1607  STATE/COUNTY-  TX/BEE
 AN1607  USGS QUAD   -  TULSITA (1987)
 AN1607
 AN1607                         *CURRENT SURVEY CONTROL
 AN1607  ___________________________________________________________________
 AN1607* NAD 83(1986)-  28 39 30.     (N)    097 49 06.     (W)     SCALED    
 AN1607* NAVD 88     -        98.819  (meters)     324.21   (feet)  ADJUSTED  
 AN1607  ___________________________________________________________________
 AN1607  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AN1607  DYNAMIC HT  -          98.672 (meters)     323.73  (feet)  COMP
 AN1607  MODELED GRAV-     979,158.7   (mgal)                       NAVD 88
 AN1607
 AN1607  VERT ORDER  -  FIRST     CLASS II
 AN1607
 AN1607.The horizontal coordinates were scaled from a topographic map and have
 AN1607.an estimated accuracy of +/- 6 seconds.
 AN1607
 AN1607.The orthometric height was determined by differential leveling
 AN1607.and adjusted by the National Geodetic Survey in June 1991..
 AN1607
 AN1607.The geoid height was determined by GEOID03.
 AN1607
 AN1607.The dynamic height is computed by dividing the NAVD 88
 AN1607.geopotential number by the normal gravity value computed on the
 AN1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1607.degrees latitude (g = 980.6199 gals.).
 AN1607
 AN1607.The modeled gravity was interpolated from observed gravity values.
 AN1607
 AN1607;                    North         East    Units  Estimated Accuracy
 AN1607;SPC TXSC     - 4,092,020.      715,510.      MT  (+/- 180 meters Scaled)
 AN1607
 AN1607                          SUPERSEDED SURVEY CONTROL
 AN1607
 AN1607  NGVD 29 (??/??/92)   98.845  (m)          324.29   (f) ADJ UNCH    1 2
 AN1607
 AN1607.Superseded values are not recommended for survey control.
 AN1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1607.See file dsdata.txt to determine how the superseded data were derived.
 AN1607
 AN1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS154707(NAD 83)
 AN1607_MARKER: DB = BENCH MARK DISK
 AN1607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1607_SP_SET: CULVERT
 AN1607_STAMPING: M 876 1943
 AN1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1607
 AN1607  HISTORY     - Date     Condition        Report By
 AN1607  HISTORY     - 1943     MONUMENTED       CGS
 AN1607  HISTORY     - 1981     GOOD             NGS
 AN1607  HISTORY     - 1987     GOOD             USPSQD
 AN1607
 AN1607                          STATION DESCRIPTION
 AN1607
 AN1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1607'1.9 MI SE FROM BURNELL.
 AN1607'IN BEE COUNTY, 1.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC LINES
 AN1607'FROM THE STATION AT BURNELL, KARNES COUNTY, 52 YARDS NORTH OF MILEPOST
 AN1607'74, OPPOSITE THE NORTH END OF TRESTLE 73.98, 67.6 FEET WEST OF THE
 AN1607'CENTERLINE OF THE TRACK, AT A 3- BY 24-FOOT TRIPLE CONCRETE BOX
 AN1607'CULVERT UNDER U.S. HIGHWAY 181, IN THE TOP OF THE NORTH END OF THE
 AN1607'EAST HEADWALL, 17.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 AN1607'0.5 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK.
 AN1607
 AN1607                          STATION RECOVERY (1981)
 AN1607
 AN1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1607'5.0 KM (3.1 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1607'FARM ROAD 623 IN PETTUS, 0.45 METER (1.5 FT) SOUTH OF THE NORTH END OF
 AN1607'THE EAST HEADWALL OF A 0.9 BY 7.3-METER TRIPLE CONCRETE BOX CULVERT
 AN1607'UNDER THE HIGHWAY, 7.3 METERS (24.0 FT) EAST OF THE CENTERLINE OF THE
 AN1607'HIGHWAY, 20.1 METERS (66.0 FT) WEST OF THE WEST RAIL OF THE SOUTHERN
 AN1607'PACIFIC RAILROAD.
 AN1607'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1607
 AN1607                          STATION RECOVERY (1987)
 AN1607
 AN1607'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1706 ***********************************************************************
 AN1706  DESIGNATION -  M 877
 AN1706  PID         -  AN1706
 AN1706  STATE/COUNTY-  TX/KARNES
 AN1706  USGS QUAD   -  BERCLAIR NW (1987)
 AN1706
 AN1706                         *CURRENT SURVEY CONTROL
 AN1706  ___________________________________________________________________
 AN1706* NAD 83(1986)-  28 44 23.     (N)    097 42 00.     (W)     SCALED    
 AN1706* NAVD 88     -        77.78   (+/-2cm)     255.2    (feet)  VERTCON   
 AN1706  ___________________________________________________________________
 AN1706  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN1706
 AN1706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1706
 AN1706.The horizontal coordinates were scaled from a topographic map and have
 AN1706.an estimated accuracy of +/- 6 seconds.
 AN1706
 AN1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1706.The vertical order pertains to the NGVD 29 superseded value.
 AN1706
 AN1706.The geoid height was determined by GEOID03.
 AN1706
 AN1706;                    North         East    Units  Estimated Accuracy
 AN1706;SPC TXSC     - 4,101,160.      726,970.      MT  (+/- 180 meters Scaled)
 AN1706
 AN1706                          SUPERSEDED SURVEY CONTROL
 AN1706
 AN1706  NGVD 29 (??/??/92)   77.78   (m)          255.2    (f) COMPUTED    2 0
 AN1706
 AN1706.Superseded values are not recommended for survey control.
 AN1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1706.See file dsdata.txt to determine how the superseded data were derived.
 AN1706
 AN1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS269798(NAD 83)
 AN1706_MARKER: DB = BENCH MARK DISK
 AN1706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1706_SP_SET: CULVERT
 AN1706_STAMPING: M 877 1943
 AN1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1706
 AN1706  HISTORY     - Date     Condition        Report By
 AN1706  HISTORY     - 1943     MONUMENTED       CGS
 AN1706  HISTORY     - 20060215 GOOD             USPSQD
 AN1706
 AN1706                          STATION DESCRIPTION
 AN1706
 AN1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1706'3.0 MI E FROM CHOATE.
 AN1706'TO REACH FROM THE SCHOOL BUILDING AT CHOATE, PROCEED 3.0 MILES
 AN1706'EASTERLY ALONG STATE HIGHWAY NO. 239 TO A CONCRETE CULVERT AND SITE OF
 AN1706'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END
 AN1706'OF THE SOUTH HEADWALL OF A 4X8 FOOT DOUBLE CONCRETE BOX CULVERT UNDER
 AN1706'THE HIGHWAY.  IT IS 14.6 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE
 AN1706'CENTERLINE OF THE HIGHWAY.
 AN1706
 AN1706                          STATION RECOVERY (2006)
 AN1706
 AN1706'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1706'LAT 28 44 24.0 N   LONG 097 42 01.6 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1707 ***********************************************************************
 AN1707  DESIGNATION -  M 877 RESET 1960
 AN1707  PID         -  AN1707
 AN1707  STATE/COUNTY-  TX/KARNES
 AN1707  USGS QUAD   -  BERCLAIR NW (1987)
 AN1707
 AN1707                         *CURRENT SURVEY CONTROL
 AN1707  ___________________________________________________________________
 AN1707* NAD 83(1986)-  28 44 23.     (N)    097 42 01.     (W)     SCALED    
 AN1707* NAVD 88     -        77.57   (+/-2cm)     254.5    (feet)  VERTCON   
 AN1707  ___________________________________________________________________
 AN1707  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN1707
 AN1707  VERT ORDER  -  THIRD (See Below)
 AN1707
 AN1707.The horizontal coordinates were scaled from a topographic map and have
 AN1707.an estimated accuracy of +/- 6 seconds.
 AN1707
 AN1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1707.The vertical order pertains to the NGVD 29 superseded value.
 AN1707
 AN1707.The geoid height was determined by GEOID03.
 AN1707
 AN1707;                    North         East    Units  Estimated Accuracy
 AN1707;SPC TXSC     - 4,101,160.      726,950.      MT  (+/- 180 meters Scaled)
 AN1707
 AN1707                          SUPERSEDED SURVEY CONTROL
 AN1707
 AN1707  NGVD 29 (??/??/??)   77.57   (m)          254.5    (f) RESET       3  
 AN1707
 AN1707.Superseded values are not recommended for survey control.
 AN1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1707.See file dsdata.txt to determine how the superseded data were derived.
 AN1707
 AN1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS269798(NAD 83)
 AN1707_MARKER: DB = BENCH MARK DISK
 AN1707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1707_SP_SET: CULVERT
 AN1707_STAMPING: M 877 RESET 1960
 AN1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1707
 AN1707  HISTORY     - Date     Condition        Report By
 AN1707  HISTORY     - 1960     MONUMENTED       TXHD
 AN1707  HISTORY     - 1961     GOOD             TXHD
 AN1707
 AN1707                          STATION DESCRIPTION
 AN1707
 AN1707'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1707'3.0 MI SE FROM CHOATE.
 AN1707'THIS MARK IS LOCATED 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 239 FROM
 AN1707'THE SCHOOL BUILDING AT CHOATE, KARNES COUNTY, AT A 4- BY 8-FOOT DOUBLE
 AN1707'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE EAST END OF
 AN1707'THE SOUTH HEADWALL, 23.9 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AN1707'AND 1.0 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1762 ***********************************************************************
 AN1762  DESIGNATION -  M 878
 AN1762  PID         -  AN1762
 AN1762  STATE/COUNTY-  TX/GOLIAD
 AN1762  USGS QUAD   -  BERCLAIR NW (1987)
 AN1762
 AN1762                         *CURRENT SURVEY CONTROL
 AN1762  ___________________________________________________________________
 AN1762* NAD 83(1986)-  28 42 00.     (N)    097 41 02.     (W)     SCALED    
 AN1762* NAVD 88     -        91.23   (+/-2cm)     299.3    (feet)  VERTCON   
 AN1762  ___________________________________________________________________
 AN1762  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN1762
 AN1762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1762
 AN1762.The horizontal coordinates were scaled from a topographic map and have
 AN1762.an estimated accuracy of +/- 6 seconds.
 AN1762
 AN1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1762.The vertical order pertains to the NGVD 29 superseded value.
 AN1762
 AN1762.The geoid height was determined by GEOID03.
 AN1762
 AN1762;                    North         East    Units  Estimated Accuracy
 AN1762;SPC TXSC     - 4,096,780.      728,600.      MT  (+/- 180 meters Scaled)
 AN1762
 AN1762                          SUPERSEDED SURVEY CONTROL
 AN1762
 AN1762  NGVD 29 (??/??/92)   91.239  (m)          299.34   (f) ADJ UNCH    2 0
 AN1762
 AN1762.Superseded values are not recommended for survey control.
 AN1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1762.See file dsdata.txt to determine how the superseded data were derived.
 AN1762
 AN1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS285754(NAD 83)
 AN1762_MARKER: DB = BENCH MARK DISK
 AN1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1762_STAMPING: M 878 1943
 AN1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1762+STABILITY: SURFACE MOTION
 AN1762
 AN1762  HISTORY     - Date     Condition        Report By
 AN1762  HISTORY     - 1943     MONUMENTED       CGS
 AN1762
 AN1762                          STATION DESCRIPTION
 AN1762
 AN1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1762'5.35 MI SW FROM PETTUS.
 AN1762'TO REACH FROM THE ELEMENTARY SCHOOL AT PETTUS, PROCEED 9.8 MILES
 AN1762'NORTHEASTERLY ALONG A DIRT ROAD TO THE TOP OF A SMALL HILL AND SITE OF
 AN1762'BENCH MARK.  BENCH MARK IS 31.7 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT
 AN1762'ABOVE THE CENTERLINE OF THE ROAD.  IT IS 10.5 FEET SOUTHEAST OF THE
 AN1762'SOUTHEAST RIGHT-OF-WAY FENCE AND 2.5 FEET NORTHEAST OF A 4X4 INCH
 AN1762'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1763 ***********************************************************************
 AN1763  DESIGNATION -  M 878 RESET 1967
 AN1763  PID         -  AN1763
 AN1763  STATE/COUNTY-  TX/GOLIAD
 AN1763  USGS QUAD   -  BERCLAIR NW (1987)
 AN1763
 AN1763                         *CURRENT SURVEY CONTROL
 AN1763  ___________________________________________________________________
 AN1763* NAD 83(1986)-  28 42 00.     (N)    097 41 02.     (W)     SCALED    
 AN1763* NAVD 88     -        90.92   (+/-2cm)     298.3    (feet)  VERTCON   
 AN1763  ___________________________________________________________________
 AN1763  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN1763
 AN1763  VERT ORDER  -  THIRD (See Below)
 AN1763
 AN1763.The horizontal coordinates were scaled from a topographic map and have
 AN1763.an estimated accuracy of +/- 6 seconds.
 AN1763
 AN1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1763.The vertical order pertains to the NGVD 29 superseded value.
 AN1763
 AN1763.The geoid height was determined by GEOID03.
 AN1763
 AN1763;                    North         East    Units  Estimated Accuracy
 AN1763;SPC TXSC     - 4,096,780.      728,600.      MT  (+/- 180 meters Scaled)
 AN1763
 AN1763                          SUPERSEDED SURVEY CONTROL
 AN1763
 AN1763  NGVD 29 (??/??/??)   90.92   (m)          298.3    (f) RESET       3  
 AN1763
 AN1763.Superseded values are not recommended for survey control.
 AN1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1763.See file dsdata.txt to determine how the superseded data were derived.
 AN1763
 AN1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS285754(NAD 83)
 AN1763_MARKER: DB = BENCH MARK DISK
 AN1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1763_STAMPING: M 878 RESET 1967
 AN1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1763+STABILITY: SURFACE MOTION
 AN1763
 AN1763  HISTORY     - Date     Condition        Report By
 AN1763  HISTORY     - 1967     MONUMENTED       LOCENG
 AN1763  HISTORY     - 1968     GOOD             LOCENG
 AN1763
 AN1763                          STATION DESCRIPTION
 AN1763
 AN1763'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 AN1763'5.3 MI SW FROM CHARCO.
 AN1763'2.2 MILES WEST ALONG STATE HIGHWAY 239 FROM FOUR CORNERS (JUNCTION OF
 AN1763'FARM-TO-MARKET ROAD 81) AT CHARCO, THENCE 3.1 MILES SOUTHWEST ALONG
 AN1763'FARM-TO-MARKET ROAD 2442, AT THE TOP OF A SMALL HILL, 51 FEET
 AN1763'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE
 AN1763'RIGHT-OF-WAY FENCE, 4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 AN1763'ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 AN1763'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1793 ***********************************************************************
 AN1793  DESIGNATION -  M 879
 AN1793  PID         -  AN1793
 AN1793  STATE/COUNTY-  TX/GOLIAD
 AN1793  USGS QUAD   -  BERCLAIR (1987)
 AN1793
 AN1793                         *CURRENT SURVEY CONTROL
 AN1793  ___________________________________________________________________
 AN1793* NAD 83(1986)-  28 37 17.     (N)    097 32 23.     (W)     SCALED    
 AN1793* NAVD 88     -        74.87   (+/-2cm)     245.6    (feet)  VERTCON   
 AN1793  ___________________________________________________________________
 AN1793  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN1793
 AN1793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1793
 AN1793.The horizontal coordinates were scaled from a topographic map and have
 AN1793.an estimated accuracy of +/- 6 seconds.
 AN1793
 AN1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1793.The vertical order pertains to the NGVD 29 superseded value.
 AN1793
 AN1793.The geoid height was determined by GEOID03.
 AN1793
 AN1793;                    North         East    Units  Estimated Accuracy
 AN1793;SPC TXSC     - 4,088,230.      742,790.      MT  (+/- 180 meters Scaled)
 AN1793
 AN1793                          SUPERSEDED SURVEY CONTROL
 AN1793
 AN1793  NGVD 29 (??/??/92)   74.908  (m)          245.76   (f) ADJ UNCH    2 0
 AN1793
 AN1793.Superseded values are not recommended for survey control.
 AN1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1793.See file dsdata.txt to determine how the superseded data were derived.
 AN1793
 AN1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS427669(NAD 83)
 AN1793_MARKER: DB = BENCH MARK DISK
 AN1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1793_STAMPING: M 879 1943
 AN1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1793+STABILITY: SURFACE MOTION
 AN1793
 AN1793  HISTORY     - Date     Condition        Report By
 AN1793  HISTORY     - 1943     MONUMENTED       CGS
 AN1793
 AN1793                          STATION DESCRIPTION
 AN1793
 AN1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1793'3.45 MI S FROM RIVERDALE.
 AN1793'TO REACH FROM THE SCHOOL BUILDING AT RIVERDALE, PROCEED 3.45 MILES
 AN1793'SOUTHERLY ALONG A DIRT ROAD TO THE NORTHWEST CORNER OF A FIELD AND
 AN1793'SITE OF BENCH MARK.  BENCH MARK IS 35.3 FEET EAST OF AND ABOUT 1.0
 AN1793'FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS 16.1 FEET EAST OF A T
 AN1793'FENCE CORNER POST, 2.3 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AN1793'POST AND 1.0 FOOT SOUTH OF A FENCE RUNNING EAST AND WEST.  MONUMENT
 AN1793'PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1257 ***********************************************************************
 BL1257  DESIGNATION -  M 88
 BL1257  PID         -  BL1257
 BL1257  STATE/COUNTY-  TX/MONTGOMERY
 BL1257  USGS QUAD   -  CONROE (1976)
 BL1257
 BL1257                         *CURRENT SURVEY CONTROL
 BL1257  ___________________________________________________________________
 BL1257* NAD 83(1986)-  30 18 42.     (N)    095 27 26.     (W)     SCALED    
 BL1257* NAVD 88     -        66.56   (+/-2cm)     218.4    (feet)  VERTCON   
 BL1257  ___________________________________________________________________
 BL1257  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1257
 BL1257  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1257
 BL1257.The horizontal coordinates were scaled from a topographic map and have
 BL1257.an estimated accuracy of +/- 6 seconds.
 BL1257
 BL1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1257.The vertical order pertains to the NGVD 29 superseded value.
 BL1257
 BL1257.The geoid height was determined by GEOID03.
 BL1257
 BL1257;                    North         East    Units  Estimated Accuracy
 BL1257;SPC TX C     - 3,081,780.    1,168,830.      MT  (+/- 180 meters Scaled)
 BL1257
 BL1257                          SUPERSEDED SURVEY CONTROL
 BL1257
 BL1257  NGVD 29 (??/??/92)   66.564  (m)          218.39   (f) ADJ UNCH    1 2
 BL1257
 BL1257.Superseded values are not recommended for survey control.
 BL1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1257.See file dsdata.txt to determine how the superseded data were derived.
 BL1257
 BL1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP637558(NAD 83)
 BL1257_MARKER: DB = BENCH MARK DISK
 BL1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1257_STAMPING: M 88 1932 218.815
 BL1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1257+STABILITY: SURFACE MOTION
 BL1257
 BL1257  HISTORY     - Date     Condition        Report By
 BL1257  HISTORY     - 1932     MONUMENTED       CGS
 BL1257  HISTORY     - 1959     GOOD             NGS
 BL1257  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1257  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL1257  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1257
 BL1257                          STATION DESCRIPTION
 BL1257
 BL1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL1257'0.25 MI N FROM CONROE.
 BL1257'ABOUT 0.05 MILE WEST ALONG PACIFIC STREET FROM THE MISSOURI PACIFIC
 BL1257'RAILROAD STATION AT CONROE, THENCE ABOUT 0.2 MILE NORTH ALONG U. S.
 BL1257'HIGHWAY 75 OR MAIN STREET, ON THE EAST LAWN OF THE COURTHOUSE, 32 FEET
 BL1257'WEST OF THE WEST CURB OF MAIN STREET, 42 FEET SOUTHEAST OF THE
 BL1257'SOUTHEAST CORNER OF THE BANISTER AT THE EAST ENTRANCE TO THE
 BL1257'COURTHOUSE, 30 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK LEADING TO
 BL1257'THE EAST ENTRANCE, AND IN THE TOP OF A CONCRETE POST 2 INCHES BELOW
 BL1257'THE GROUND.
 BL1257
 BL1257                          STATION RECOVERY (1973)
 BL1257
 BL1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1257'MARK NOT FOUND.
 BL1257
 BL1257                          STATION RECOVERY (1990)
 BL1257
 BL1257'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1257'MARK NOT FOUND.
 BL1257
 BL1257                          STATION RECOVERY (2004)
 BL1257
 BL1257'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1726 ***********************************************************************
 AN1726  DESIGNATION -  M 880
 AN1726  PID         -  AN1726
 AN1726  STATE/COUNTY-  TX/KARNES
 AN1726  USGS QUAD   -  CHOATE (1987)
 AN1726
 AN1726                         *CURRENT SURVEY CONTROL
 AN1726  ___________________________________________________________________
 AN1726* NAD 83(1986)-  28 51 11.     (N)    097 41 09.     (W)     SCALED    
 AN1726* NAVD 88     -        86.11   (+/-2cm)     282.5    (feet)  VERTCON   
 AN1726  ___________________________________________________________________
 AN1726  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN1726
 AN1726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1726
 AN1726.The horizontal coordinates were scaled from a topographic map and have
 AN1726.an estimated accuracy of +/- 6 seconds.
 AN1726
 AN1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1726.The vertical order pertains to the NGVD 29 superseded value.
 AN1726
 AN1726.The geoid height was determined by GEOID03.
 AN1726
 AN1726;                    North         East    Units  Estimated Accuracy
 AN1726;SPC TXSC     - 4,113,730.      728,220.      MT  (+/- 180 meters Scaled)
 AN1726
 AN1726                          SUPERSEDED SURVEY CONTROL
 AN1726
 AN1726  NGVD 29 (??/??/92)   86.105  (m)          282.50   (f) ADJ UNCH    2 0
 AN1726
 AN1726.Superseded values are not recommended for survey control.
 AN1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1726.See file dsdata.txt to determine how the superseded data were derived.
 AN1726
 AN1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS281924(NAD 83)
 AN1726_MARKER: DB = BENCH MARK DISK
 AN1726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1726_SP_SET: CULVERT
 AN1726_STAMPING: M 880 1943
 AN1726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1726
 AN1726  HISTORY     - Date     Condition        Report By
 AN1726  HISTORY     - 1943     MONUMENTED       CGS
 AN1726  HISTORY     - 20060215 MARK NOT FOUND   USPSQD
 AN1726
 AN1726                          STATION DESCRIPTION
 AN1726
 AN1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1726'8.7 MI NW FROM CHARCO.
 AN1726'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 8.7 MILES
 AN1726'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO A CONCRETE CULVERT AND SITE
 AN1726'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AN1726'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 4X12 FOOT THREE WAY
 AN1726'CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS 15.5 FEET NORTHEAST OF AND
 AN1726'ABOUT 0.8 FOOT ABOVE THE CENTERLINE OF THE ROAD.  NOTE-- THIS BENCH
 AN1726'MARK IS ALSO 2.65 MILES SOUTHEAST OF THE FIRST STATE BANK AT RUNGE.
 AN1726
 AN1726                          STATION RECOVERY (2006)
 AN1726
 AN1726'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1726'HEADWALL OF CULVERT DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1994 ***********************************************************************
 AX1994  DESIGNATION -  M 881
 AX1994  PID         -  AX1994
 AX1994  STATE/COUNTY-  TX/WILSON
 AX1994  USGS QUAD   -  NIXON (1987)
 AX1994
 AX1994                         *CURRENT SURVEY CONTROL
 AX1994  ___________________________________________________________________
 AX1994* NAD 83(1986)-  29 15 12.     (N)    097 49 33.     (W)     SCALED    
 AX1994* NAVD 88     -       130.46   (+/-2cm)     428.0    (feet)  VERTCON   
 AX1994  ___________________________________________________________________
 AX1994  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AX1994
 AX1994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1994
 AX1994.The horizontal coordinates were scaled from a topographic map and have
 AX1994.an estimated accuracy of +/- 6 seconds.
 AX1994
 AX1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1994.The vertical order pertains to the NGVD 29 superseded value.
 AX1994
 AX1994.The geoid height was determined by GEOID03.
 AX1994
 AX1994;                    North         East    Units  Estimated Accuracy
 AX1994;SPC TXSC     - 4,157,950.      714,110.      MT  (+/- 180 meters Scaled)
 AX1994
 AX1994                          SUPERSEDED SURVEY CONTROL
 AX1994
 AX1994  NGVD 29 (??/??/92)  130.409  (m)          427.85   (f) ADJ UNCH    2 0
 AX1994
 AX1994.Superseded values are not recommended for survey control.
 AX1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1994.See file dsdata.txt to determine how the superseded data were derived.
 AX1994
 AX1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT140366(NAD 83)
 AX1994_MARKER: DB = BENCH MARK DISK
 AX1994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1994_SP_SET: CULVERT
 AX1994_STAMPING: M 881 1943
 AX1994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1994
 AX1994  HISTORY     - Date     Condition        Report By
 AX1994  HISTORY     - 1943     MONUMENTED       CGS
 AX1994  HISTORY     - 1961     GOOD             USGS
 AX1994  HISTORY     - 19960914 GOOD             USPSQD
 AX1994  HISTORY     - 20030517 GOOD             USPSQD
 AX1994
 AX1994                          STATION DESCRIPTION
 AX1994
 AX1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1994'3.7 MI W FROM NIXON.
 AX1994'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1994'STATION AT NIXON, PROCEED 3.7 MILES WESTERLY ALONG THE TRACK TO
 AX1994'TRESSEL NO.93.34 AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1994'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 AX1994'4X12 FOOT THREE WAY CONCRETE BOX CULVERT UNDER U.S. HIGHWAY NO.87. IT
 AX1994'IS TEN POLES WEST OF MILE POST NO.93, 73.0 FEET SOUTH OF AND ABOUT 8.0
 AX1994'FEET BELOW THE CENTERLINE OF THE TRACK, 12.7 FEET NORTH OF AND ABOUT
 AX1994'0.5 FOOT ABOVE THE CENTERLINE OF U.S. HIGHWAY NO.87.
 AX1994
 AX1994                          STATION RECOVERY (1961)
 AX1994
 AX1994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1994'RECOVERED IN GOOD CONDITION.
 AX1994
 AX1994                          STATION RECOVERY (1996)
 AX1994
 AX1994'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1994'RECOVERED IN GOOD CONDITION.
 AX1994
 AX1994                          STATION RECOVERY (2003)
 AX1994
 AX1994'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0949 ***********************************************************************
 BL0949  DESIGNATION -  M 882
 BL0949  PID         -  BL0949
 BL0949  STATE/COUNTY-  TX/POLK
 BL0949  USGS QUAD   -  ONALASKA (1972)
 BL0949
 BL0949                         *CURRENT SURVEY CONTROL
 BL0949  ___________________________________________________________________
 BL0949* NAD 83(1986)-  30 48 50.     (N)    095 04 57.     (W)     SCALED    
 BL0949* NAVD 88     -        38.57   (+/-2cm)     126.5    (feet)  VERTCON   
 BL0949  ___________________________________________________________________
 BL0949  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL0949
 BL0949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0949
 BL0949.The horizontal coordinates were scaled from a topographic map and have
 BL0949.an estimated accuracy of +/- 6 seconds.
 BL0949
 BL0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0949.The vertical order pertains to the NGVD 29 superseded value.
 BL0949
 BL0949.The geoid height was determined by GEOID03.
 BL0949
 BL0949;                    North         East    Units  Estimated Accuracy
 BL0949;SPC TX C     - 3,139,030.    1,202,210.      MT  (+/- 180 meters Scaled)
 BL0949
 BL0949                          SUPERSEDED SURVEY CONTROL
 BL0949
 BL0949  NGVD 29 (??/??/92)   38.586  (m)          126.59   (f) ADJ UNCH    2 0
 BL0949
 BL0949.Superseded values are not recommended for survey control.
 BL0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0949.See file dsdata.txt to determine how the superseded data were derived.
 BL0949
 BL0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ007108(NAD 83)
 BL0949_MARKER: DB = BENCH MARK DISK
 BL0949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0949_SP_SET: CAISSON
 BL0949_STAMPING: M 882 1947
 BL0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0949
 BL0949  HISTORY     - Date     Condition        Report By
 BL0949  HISTORY     - 1947     MONUMENTED       CGS
 BL0949
 BL0949                          STATION DESCRIPTION
 BL0949
 BL0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0949'2.5 MI E FROM ONALASKA.
 BL0949'2.5 MILES EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0949'ONALASKA, 11.0 FEET NORTH OF AND 1.0 FOOT LOWER THAN THE CENTER LINE
 BL0949'OF THE ROAD, 0.4 FOOT SOUTH OF THE NORTH EDGE OF AND SET IN THE TOP OF
 BL0949'THE NORTHEAST CAISSON OF A 120 FOOT STEEL BRIDGE OVER KICKAPOO CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0935 ***********************************************************************
 BL0935  DESIGNATION -  M 884
 BL0935  PID         -  BL0935
 BL0935  STATE/COUNTY-  TX/POLK
 BL0935  USGS QUAD   -  COLITA (1972)
 BL0935
 BL0935                         *CURRENT SURVEY CONTROL
 BL0935  ___________________________________________________________________
 BL0935* NAD 83(1986)-  30 55 54.     (N)    095 02 33.     (W)     SCALED    
 BL0935* NAVD 88     -        81.33   (+/-2cm)     266.8    (feet)  VERTCON   
 BL0935  ___________________________________________________________________
 BL0935  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL0935
 BL0935  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0935
 BL0935.The horizontal coordinates were scaled from a topographic map and have
 BL0935.an estimated accuracy of +/- 6 seconds.
 BL0935
 BL0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0935.The vertical order pertains to the NGVD 29 superseded value.
 BL0935
 BL0935.The geoid height was determined by GEOID03.
 BL0935
 BL0935;                    North         East    Units  Estimated Accuracy
 BL0935;SPC TX C     - 3,152,250.    1,205,410.      MT  (+/- 180 meters Scaled)
 BL0935
 BL0935                          SUPERSEDED SURVEY CONTROL
 BL0935
 BL0935  NGVD 29 (??/??/92)   81.345  (m)          266.88   (f) ADJ UNCH    2 0
 BL0935
 BL0935.Superseded values are not recommended for survey control.
 BL0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0935.See file dsdata.txt to determine how the superseded data were derived.
 BL0935
 BL0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ048238(NAD 83)
 BL0935_MARKER: DB = BENCH MARK DISK
 BL0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0935_STAMPING: M 884 1947
 BL0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0935+STABILITY: SURFACE MOTION
 BL0935
 BL0935  HISTORY     - Date     Condition        Report By
 BL0935  HISTORY     - 1947     MONUMENTED       CGS
 BL0935
 BL0935                          STATION DESCRIPTION
 BL0935
 BL0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0935'13.8 MI SE FROM GROVETON.
 BL0935'5.4 MILES SOUTH ALONG THE GROVETON - SEBASTOPOL ROAD FROM THE
 BL0935'COURTHOUSE AT GROVETON, THENCE 3.1 MILES SOUTHEAST ALONG A GRADED DIRT
 BL0935'ROAD, THENCE 1.1 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 4.2 MILES
 BL0935'SOUTHEAST ALONG A GRADED DIRT ROAD, 46.0 FEET NORTH OF AND ACROSS THE
 BL0935'ROAD FROM A TELEPHONE POLE, 29.0 FEET NORTHEAST OF THE CENTER LINE OF
 BL0935'THE ROAD, 20.8 FEET NORTHWEST OF AN 8 INCH TRIANGULAR BLAZED PINE
 BL0935'TREE, 16.5 FEET SOUTHWEST OF A 14 INCH TRIANGULAR BLAZED PINE TREE,
 BL0935'1.4 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL0935'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1597 ***********************************************************************
 BY1597  DESIGNATION -  M 885
 BY1597  PID         -  BY1597
 BY1597  STATE/COUNTY-  TX/TRINITY
 BY1597  USGS QUAD   -  CRECY (1963)
 BY1597
 BY1597                         *CURRENT SURVEY CONTROL
 BY1597  ___________________________________________________________________
 BY1597* NAD 83(1986)-  31 07 33.     (N)    095 05 58.     (W)     SCALED    
 BY1597* NAVD 88     -        95.83   (+/-2cm)     314.4    (feet)  VERTCON   
 BY1597  ___________________________________________________________________
 BY1597  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1597
 BY1597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1597
 BY1597.The horizontal coordinates were scaled from a topographic map and have
 BY1597.an estimated accuracy of +/- 6 seconds.
 BY1597
 BY1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1597.The vertical order pertains to the NGVD 29 superseded value.
 BY1597
 BY1597.The geoid height was determined by GEOID03.
 BY1597
 BY1597;                    North         East    Units  Estimated Accuracy
 BY1597;SPC TX C     - 3,173,500.    1,198,960.      MT  (+/- 180 meters Scaled)
 BY1597
 BY1597                          SUPERSEDED SURVEY CONTROL
 BY1597
 BY1597  NGVD 29 (??/??/92)   95.849  (m)          314.46   (f) ADJ UNCH    2 0
 BY1597
 BY1597.Superseded values are not recommended for survey control.
 BY1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1597.See file dsdata.txt to determine how the superseded data were derived.
 BY1597
 BY1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ998454(NAD 83)
 BY1597_MARKER: DB = BENCH MARK DISK
 BY1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1597_STAMPING: M 885 1947
 BY1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1597+STABILITY: SURFACE MOTION
 BY1597
 BY1597  HISTORY     - Date     Condition        Report By
 BY1597  HISTORY     - 1947     MONUMENTED       CGS
 BY1597
 BY1597                          STATION DESCRIPTION
 BY1597
 BY1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1597'5.15 MI N FROM GROVETON.
 BY1597'5.15 MILES NORTH ALONG TEXAS STATE HIGHWAY 94 FROM THE COURTHOUSE AT
 BY1597'GROVETON, 63.6 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD
 BY1597'LEADING NORTHWEST, 58.4 FEET WEST OF AND 3.0 FEET HIGHER THAN THE
 BY1597'CENTER LINE OF THE HIGHWAY, 23.5 FEET NORTHWEST OF A 22 INCH SWEETGUM
 BY1597'TREE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BY1597'POST AND PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0801 ***********************************************************************
 AX0801  DESIGNATION -  M 886
 AX0801  PID         -  AX0801
 AX0801  STATE/COUNTY-  TX/LAVACA
 AX0801  USGS QUAD   -  MORALES (1981)
 AX0801
 AX0801                         *CURRENT SURVEY CONTROL
 AX0801  ___________________________________________________________________
 AX0801* NAD 83(1986)-  29 09 39.     (N)    096 51 47.     (W)     SCALED    
 AX0801* NAVD 88     -        40.53   (+/-2cm)     133.0    (feet)  VERTCON   
 AX0801  ___________________________________________________________________
 AX0801  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0801
 AX0801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0801
 AX0801.The horizontal coordinates were scaled from a topographic map and have
 AX0801.an estimated accuracy of +/- 6 seconds.
 AX0801
 AX0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0801.The vertical order pertains to the NGVD 29 superseded value.
 AX0801
 AX0801.The geoid height was determined by GEOID03.
 AX0801
 AX0801;                    North         East    Units  Estimated Accuracy
 AX0801;SPC TXSC     - 4,149,020.      807,860.      MT  (+/- 180 meters Scaled)
 AX0801
 AX0801                          SUPERSEDED SURVEY CONTROL
 AX0801
 AX0801  NGVD 29 (??/??/92)   40.557  (m)          133.06   (f) ADJ UNCH    2 0
 AX0801
 AX0801.Superseded values are not recommended for survey control.
 AX0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0801.See file dsdata.txt to determine how the superseded data were derived.
 AX0801
 AX0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT078276(NAD 83)
 AX0801_MARKER: DB = BENCH MARK DISK
 AX0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0801_STAMPING: M 886 1943
 AX0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0801+STABILITY: SURFACE MOTION
 AX0801
 AX0801  HISTORY     - Date     Condition        Report By
 AX0801  HISTORY     - 1943     MONUMENTED       CGS
 AX0801  HISTORY     - 1964     GOOD             USGS
 AX0801
 AX0801                          STATION DESCRIPTION
 AX0801
 AX0801'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX0801'9.2 MI S FROM EZZELL.
 AX0801'9.2 MILES SOUTH ALONG ROAD FROM EZZELL, THENCE 1.1 MILES SOUTHWEST
 AX0801'ALONG PRIVATE RANCH ROAD TO OLD ROADWAY WHICH TURNS LEFT 450 SOUTHWEST
 AX0801'OF INTERSECTION OF ROAD AND PIPELINE.  THENCE 0.7 MILE SOUTHWEST ALONG
 AX0801'OLD ABANDONED ROADWAY.  700 FEET SOUTHWEST OF INTERSECTION OF OLD
 AX0801'ROADWAY AND CUTLINE NW-SE.  16 FEET NORTHWEST OF CENTERLINE OF OLD
 AX0801'ROADWAY.  10 FEET SOUTH OF 24 INCH OAK TREE.  3.5 FEET NORTHEAST OF
 AX0801'WITNESS POST.  AND SET IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AX0801'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1144 ***********************************************************************
 AN1144  DESIGNATION -  M 888
 AN1144  PID         -  AN1144
 AN1144  STATE/COUNTY-  TX/DE WITT
 AN1144  USGS QUAD   -  MISSION VALLEY (1987)
 AN1144
 AN1144                         *CURRENT SURVEY CONTROL
 AN1144  ___________________________________________________________________
 AN1144* NAD 83(1986)-  28 57 21.     (N)    097 13 28.     (W)     SCALED    
 AN1144* NAVD 88     -        60.33   (+/-2cm)     197.9    (feet)  VERTCON   
 AN1144  ___________________________________________________________________
 AN1144  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1144
 AN1144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1144
 AN1144.The horizontal coordinates were scaled from a topographic map and have
 AN1144.an estimated accuracy of +/- 6 seconds.
 AN1144
 AN1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1144.The vertical order pertains to the NGVD 29 superseded value.
 AN1144
 AN1144.The geoid height was determined by GEOID03.
 AN1144
 AN1144;                    North         East    Units  Estimated Accuracy
 AN1144;SPC TXSC     - 4,125,720.      773,060.      MT  (+/- 180 meters Scaled)
 AN1144
 AN1144                          SUPERSEDED SURVEY CONTROL
 AN1144
 AN1144  NGVD 29 (??/??/92)   60.356  (m)          198.02   (f) ADJ UNCH    2 0
 AN1144
 AN1144.Superseded values are not recommended for survey control.
 AN1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1144.See file dsdata.txt to determine how the superseded data were derived.
 AN1144
 AN1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT730043(NAD 83)
 AN1144_MARKER: DB = BENCH MARK DISK
 AN1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1144_STAMPING: M 888 1943
 AN1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1144+STABILITY: SURFACE MOTION
 AN1144
 AN1144  HISTORY     - Date     Condition        Report By
 AN1144  HISTORY     - 1943     MONUMENTED       CGS
 AN1144  HISTORY     - 1963     GOOD             USGS
 AN1144  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1144
 AN1144                          STATION DESCRIPTION
 AN1144
 AN1144'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1144'0.9 MI SE FROM THOMASTON.
 AN1144'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 AN1144'THOMASTON, DE WITT COUNTY, THENCE 5.0 MILES SOUTHWEST ALONG A DIRT
 AN1144'ROAD.  21 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 46 FEET
 AN1144'SOUTHWEST OF A PRIVATE ROAD LEADING NORTHWEST, 2 FEET NORTHWEST OF THE
 AN1144'REW FENCE AND 1 FOOT HIGHER THAN THE MAIN ROAD.  A STANDARD DISK,
 AN1144'STAMPED M 888 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1144'0.3 FOOT ABOVE THE GROUND.
 AN1144
 AN1144                          STATION RECOVERY (2001)
 AN1144
 AN1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2846 ***********************************************************************
 AX2846  DESIGNATION -  M 889 RESET
 AX2846  PID         -  AX2846
 AX2846  STATE/COUNTY-  TX/DE WITT
 AX2846  USGS QUAD   -  CUERO (1987)
 AX2846
 AX2846                         *CURRENT SURVEY CONTROL
 AX2846  ___________________________________________________________________
 AX2846* NAD 83(1986)-  29 02 18.     (N)    097 19 14.     (W)     SCALED    
 AX2846* NAVD 88     -        81.85   (+/-2cm)     268.5    (feet)  VERTCON   
 AX2846  ___________________________________________________________________
 AX2846  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX2846
 AX2846  VERT ORDER  -  THIRD (See Below)
 AX2846
 AX2846.The horizontal coordinates were scaled from a topographic map and have
 AX2846.an estimated accuracy of +/- 6 seconds.
 AX2846
 AX2846.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2846.The vertical order pertains to the NGVD 29 superseded value.
 AX2846
 AX2846.The geoid height was determined by GEOID03.
 AX2846
 AX2846;                    North         East    Units  Estimated Accuracy
 AX2846;SPC TXSC     - 4,134,720.      763,560.      MT  (+/- 180 meters Scaled)
 AX2846
 AX2846                          SUPERSEDED SURVEY CONTROL
 AX2846
 AX2846  NGVD 29 (01/29/03)   81.87   (m)          268.6    (f) RESET       3  
 AX2846
 AX2846.Superseded values are not recommended for survey control.
 AX2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2846.See file dsdata.txt to determine how the superseded data were derived.
 AX2846
 AX2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT635133(NAD 83)
 AX2846_MARKER: DV = VERTICAL CONTROL DISK
 AX2846_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2846_SP_SET: CULVERT WINGWALL
 AX2846_STAMPING: M 889 RESET 1991
 AX2846_MARK LOGO: NGS   
 AX2846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2846+STABILITY: SURFACE MOTION
 AX2846
 AX2846  HISTORY     - Date     Condition        Report By
 AX2846  HISTORY     - 1992     MONUMENTED       TXHD
 AX2846  HISTORY     - 20010331 GOOD             NGS
 AX2846
 AX2846                          STATION DESCRIPTION
 AX2846
 AX2846'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1992
 AX2846'1.7 MILES (2.7 KM) SOUTHWEST ALONG U.S. HIGHWAY 183 FROM THE
 AX2846'INTERSECTION OF U.S. HIGHWAY 87 SOUTHWEST OF CUERO, AT A SMALL
 AX2846'CONCRETE CULVERT, IN THE SOUTH WINGWALL OF THE WEST END OF THE
 AX2846'CULVERT, 31 FEET (9.4 M) WEST OF THE CENTERLINE OF THE HIGHWAY AND 2
 AX2846'FEET (0.6 M) LOWER THAN THE HIGHWAY.
 AX2846
 AX2846                          STATION RECOVERY (2001)
 AX2846
 AX2846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX2846'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0215 ***********************************************************************
 AW0215  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0215  DESIGNATION -  M 89
 AW0215  PID         -  AW0215
 AW0215  STATE/COUNTY-  TX/HARRIS
 AW0215  USGS QUAD   -  SETTEGAST (1995)
 AW0215
 AW0215                         *CURRENT SURVEY CONTROL
 AW0215  ___________________________________________________________________
 AW0215* NAD 83(1993)-  29 46 17.17822(N)    095 20 56.15773(W)     ADJUSTED  
 AW0215* NAVD 88     -        14.49   (meters)      47.5    (feet)  GPS OBS   
 AW0215  ___________________________________________________________________
 AW0215  X           -    -516,525.089 (meters)                     COMP
 AW0215  Y           -  -5,516,741.816 (meters)                     COMP
 AW0215  Z           -   3,148,400.406 (meters)                     COMP
 AW0215  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW0215  ELLIP HEIGHT-         -12.79  (meters)          (12/03/01) GPS OBS
 AW0215  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0215  DYNAMIC HT  -          14.47  (meters)      47.5   (feet)  COMP
 AW0215  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 AW0215  OBS GRAVITY -     979,288.2   (mgal)                       GRAV_OBS
 AW0215
 AW0215  HORZ ORDER  -  FIRST
 AW0215  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0215  ELLP ORDER  -  FOURTH    CLASS II
 AW0215
 AW0215.The horizontal coordinates were established by GPS observations
 AW0215.and adjusted by the National Geodetic Survey in December 2001..
 AW0215
 AW0215.The orthometric height was determined by GPS observations and a
 AW0215.high-resolution geoid model using precise GPS observation and
 AW0215.processing techniques. It supersedes the leveled height previously
 AW0215.determined for this station.
 AW0215.The vertical order pertains to the first NAVD 88 superseded value.
 AW0215
 AW0215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0215
 AW0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0215
 AW0215.The ellipsoidal height was determined by GPS observations
 AW0215.and is referenced to NAD 83.
 AW0215
 AW0215.The geoid height was determined by GEOID03.
 AW0215
 AW0215.The dynamic height is computed by dividing the NAVD 88
 AW0215.geopotential number by the normal gravity value computed on the
 AW0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0215.degrees latitude (g = 980.6199 gals.).
 AW0215
 AW0215.The modeled gravity was interpolated from observed gravity values.
 AW0215.The observed gravity was obtained from relative gravimeter ties
 AW0215.to the IGSN71 gravity network.
 AW0215
 AW0215;                    North         East     Units Scale Factor Converg.
 AW0215;SPC TXSC     - 4,220,305.490   952,986.944   MT  0.99989217   +1 47 19.3
 AW0215;SPC TXSC     -13,846,118.93  3,126,591.33   sFT  0.99989217   +1 47 19.3
 AW0215;UTM  15      - 3,295,771.606   272,901.049   MT  1.00023638   -1 10 00.6
 AW0215
 AW0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0215!SPC TXSC     -   1.00000201  x   0.99989217  =   0.99989418
 AW0215!UTM  15      -   1.00000201  x   1.00023638  =   1.00023839
 AW0215
 AW0215                          SUPERSEDED SURVEY CONTROL
 AW0215
 AW0215  ELLIP H (10/25/00)  -12.71   (m)                       GP(       ) 4 1
 AW0215  NAD 83(1993)-  29 46 17.17874(N)    095 20 56.15761(W) AD(       ) 1
 AW0215  ELLIP H (10/17/96)  -12.58   (m)                       GP(       ) 3 1
 AW0215  NAVD 88 (07/26/02)   14.526  (m)           47.66   (f) ADJUSTED    1 1
 AW0215  NAVD 88 (06/15/91)   14.597  (m)           47.89   (f) UNKNOWN     1 1
 AW0215  NGVD 29 (12/23/87)   14.593  (m)           47.88   (f) ADJUSTED    1 1
 AW0215
 AW0215.Superseded values are not recommended for survey control.
 AW0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0215.See file dsdata.txt to determine how the superseded data were derived.
 AW0215
 AW0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7290195772(NAD 83)
 AW0215_MARKER: DB = BENCH MARK DISK
 AW0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0215_SP_SET: CONCRETE POST
 AW0215_STAMPING: M 89 1932
 AW0215_MARK LOGO: CGS   
 AW0215_PROJECTION: FLUSH
 AW0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0215+STABILITY: SURFACE MOTION
 AW0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0215+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0215
 AW0215  HISTORY     - Date     Condition        Report By
 AW0215  HISTORY     - 1932     MONUMENTED       CGS
 AW0215  HISTORY     - 1972     GOOD             NGS
 AW0215  HISTORY     - 1978     GOOD             NGS
 AW0215  HISTORY     - 1978     GOOD             NGS
 AW0215  HISTORY     - 1983     GOOD             NGS
 AW0215  HISTORY     - 1986     GOOD             NGS
 AW0215  HISTORY     - 19950413 GOOD             HGCSD
 AW0215  HISTORY     - 19960204 GOOD             NGS
 AW0215  HISTORY     - 20000509 GOOD             TXDOT
 AW0215
 AW0215                          STATION DESCRIPTION
 AW0215
 AW0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0215'1.3 MI NE FROM HOUSTON.
 AW0215'ABOUT 1.3 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0215'SOUTHERN PACIFIC RAILROAD STATION, AT THE INTERSECTION OF LYONS ST.
 AW0215'AND MAFFITT ST. IN HENNESSEY PARK, 55.7 FEET SOUTHEAST OF THE CENTER
 AW0215'LINE OF LYONS ST., 25.1 FEET SOUTHWEST OF THE CENTER LINE OF MAFFITT
 AW0215'ST., 34.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 AW0215'25.6 FEET SOUTHEAST OF THE NORTH CORNER POST OF THE CHAIN LINKED FENCE
 AW0215'AROUND THE PARK, 59 FEET NORTH OF THE NORTH ONE OF FIVE POLES
 AW0215'SUPPORTING SIX LARGE LIGHTS FOR THE PARK LIGHTING, 2.7 FEET SOUTHWEST
 AW0215'OF THE FENCE AND ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 AW0215'CONCRETE POST FLUSH WITH THE GROUND.
 AW0215
 AW0215                          STATION RECOVERY (1978)
 AW0215
 AW0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0215'RECOVERED IN GOOD CONDITION.
 AW0215
 AW0215                          STATION RECOVERY (1978)
 AW0215
 AW0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0215'RECOVERED IN GOOD CONDITION.
 AW0215
 AW0215                          STATION RECOVERY (1983)
 AW0215
 AW0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0215'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0215'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0215'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0215'SOUTHERN PACIFIC RAILROAD, THENCE 1.4 KM (0.9 MI) NORTHEAST ALONG THE
 AW0215'RAILROAD, AT THE CROSSING OF LYONS STREET, 0.2 KM (0.15 MI) NORTH OF
 AW0215'INTERSTATE HIGHWAY 10, 16.92 METERS (55.5 FT) SOUTH OF THE CENTERLINE
 AW0215'OF LYONS STREET, 7.62 METERS (25.0 FT) WEST OF THE CENTER OF MAFFITT
 AW0215'STREET, 10.36 METERS (34.0 FT) WEST OF THE WEST RAIL OF THE WEST
 AW0215'TRACK, 7.77 METERS (25.5 FT) SOUTH OF THE NORTHEAST CORNER POST OF A
 AW0215'CHAIN LINK FENCE AROUND HENNESSY PARK, AND 0.82 METERS (2.7 FT) WEST
 AW0215'OF THE CHAIN LINK FENCE AROUND THE PARK.
 AW0215'THE MARK IS ABOVE LEVEL WITH STREET.
 AW0215
 AW0215                          STATION RECOVERY (1986)
 AW0215
 AW0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0215'RECOVERED IN GOOD CONDITION.
 AW0215
 AW0215                          STATION RECOVERY (1995)
 AW0215
 AW0215'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0215'RECOVERED AS DESCRIBED.
 AW0215
 AW0215                          STATION RECOVERY (1996)
 AW0215
 AW0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0215'IN HOUSTON, AT THE INTERSECTION OF LYONS STREET AND THE HOUSTON BELT
 AW0215'TERMINAL RAILROAD (MOFFITT STREET) , 16.9 M (55.4 FT) SOUTH OF THE
 AW0215'CENTER OF LYONS STREET, 10.4 M (34.1 FT) WEST OF THE NEAR RAIL, 1.0 M
 AW0215'(3.3 FT) WEST OF A CHAIN-LINK FENCE THAT ENCLOSES THE HENNESSY PARK
 AW0215'BASEBALL FIELD, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE
 AW0215'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN
 AW0215'MUTILATED AND THE STAMPING IS VERY DIM.
 AW0215
 AW0215                          STATION RECOVERY (2000)
 AW0215
 AW0215'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW0215'MARK FOUND IN GOOD CONDITION, DISK IS BADLY SCARRED, STAMPING
 AW0215'UNREADABLE, BUT DATUM POINT IS VISIBLE.  APPROXIMATELY THREE FOURTHS
 AW0215'OF THE SKY IS OBSCURED BY TREES AND BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1052 ***********************************************************************
 AN1052  DESIGNATION -  M 890
 AN1052  PID         -  AN1052
 AN1052  STATE/COUNTY-  TX/GOLIAD
 AN1052  USGS QUAD   -  GOLIAD (1987)
 AN1052
 AN1052                         *CURRENT SURVEY CONTROL
 AN1052  ___________________________________________________________________
 AN1052* NAD 83(1986)-  28 44 27.     (N)    097 23 08.     (W)     SCALED    
 AN1052* NAVD 88     -        71.06   (+/-2cm)     233.1    (feet)  VERTCON   
 AN1052  ___________________________________________________________________
 AN1052  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1052
 AN1052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1052
 AN1052.The horizontal coordinates were scaled from a topographic map and have
 AN1052.an estimated accuracy of +/- 6 seconds.
 AN1052
 AN1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1052.The vertical order pertains to the NGVD 29 superseded value.
 AN1052
 AN1052.The geoid height was determined by GEOID03.
 AN1052
 AN1052;                    North         East    Units  Estimated Accuracy
 AN1052;SPC TXSC     - 4,101,670.      757,680.      MT  (+/- 180 meters Scaled)
 AN1052
 AN1052                          SUPERSEDED SURVEY CONTROL
 AN1052
 AN1052  NGVD 29 (??/??/92)   71.106  (m)          233.29   (f) ADJ UNCH    2 0
 AN1052
 AN1052.Superseded values are not recommended for survey control.
 AN1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1052.See file dsdata.txt to determine how the superseded data were derived.
 AN1052
 AN1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS576803(NAD 83)
 AN1052_MARKER: DB = BENCH MARK DISK
 AN1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1052_SP_SET: CULVERT
 AN1052_STAMPING: M 890 1943
 AN1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1052
 AN1052  HISTORY     - Date     Condition        Report By
 AN1052  HISTORY     - 1943     MONUMENTED       CGS
 AN1052  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1052
 AN1052                          STATION DESCRIPTION
 AN1052
 AN1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1052'5.05 MI N FROM GOLIAD.
 AN1052'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 59 AND STATE
 AN1052'HIGHWAY NO.29 AT GOLIAD.  PROCEED 5.05 MILES NORTHERLY ALONG HIGHWAY
 AN1052'NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTH OF A
 AN1052'PRIVATE ROAD INTERSECTION LEADING WEST TO THE RESIDENCE OF L. C.
 AN1052'FROMME, 16.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1052'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE NORTH END OF THE
 AN1052'EAST HEADWALL OF A CONCRETE CULVERT.
 AN1052
 AN1052                          STATION RECOVERY (1990)
 AN1052
 AN1052'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1053 ***********************************************************************
 AN1053  DESIGNATION -  M 890 RESET 1957
 AN1053  PID         -  AN1053
 AN1053  STATE/COUNTY-  TX/GOLIAD
 AN1053  USGS QUAD   -  GOLIAD (1987)
 AN1053
 AN1053                         *CURRENT SURVEY CONTROL
 AN1053  ___________________________________________________________________
 AN1053* NAD 83(1986)-  28 44 27.     (N)    097 23 08.     (W)     SCALED    
 AN1053* NAVD 88     -        70.88   (+/-2cm)     232.5    (feet)  VERTCON   
 AN1053  ___________________________________________________________________
 AN1053  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1053
 AN1053  VERT ORDER  -  THIRD (See Below)
 AN1053
 AN1053.The horizontal coordinates were scaled from a topographic map and have
 AN1053.an estimated accuracy of +/- 6 seconds.
 AN1053
 AN1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1053.The vertical order pertains to the NGVD 29 superseded value.
 AN1053
 AN1053.The geoid height was determined by GEOID03.
 AN1053
 AN1053;                    North         East    Units  Estimated Accuracy
 AN1053;SPC TXSC     - 4,101,670.      757,680.      MT  (+/- 180 meters Scaled)
 AN1053
 AN1053                          SUPERSEDED SURVEY CONTROL
 AN1053
 AN1053  NGVD 29 (01/29/03)   70.92   (m)          232.7    (f) RESET       3  
 AN1053
 AN1053.Superseded values are not recommended for survey control.
 AN1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1053.See file dsdata.txt to determine how the superseded data were derived.
 AN1053
 AN1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS576803(NAD 83)
 AN1053_MARKER: DB = BENCH MARK DISK
 AN1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1053_SP_SET: CULVERT
 AN1053_STAMPING: M 890 RESET 1957
 AN1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1053
 AN1053  HISTORY     - Date     Condition        Report By
 AN1053  HISTORY     - 1957     MONUMENTED       TXHD
 AN1053  HISTORY     - 1990     GOOD             USPSQD
 AN1053
 AN1053                          STATION DESCRIPTION
 AN1053
 AN1053'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AN1053'5.1 MI N FROM GOLIAD.
 AN1053'5.1 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION OF U.S.
 AN1053'HIGHWAY 59 AT GOLIAD, 0.2 MILE SOUTH OF THE JUNCTION OF A PRIVATE ROAD
 AN1053'LEADING WEST TO THE L.C. FROMME RESIDENCE, AT A CONCRETE CULVERT, IN
 AN1053'THE NORTH END OF THE EAST HEADWALL, 23.3 FEET EAST OF AND 0.75 FEET
 AN1053'BELOW THE CENTERLINE OF THE HIGHWAY.
 AN1053
 AN1053                          STATION RECOVERY (1990)
 AN1053
 AN1053'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1145 ***********************************************************************
 BY1145  DESIGNATION -  M 891
 BY1145  PID         -  BY1145
 BY1145  STATE/COUNTY-  TX/NACOGDOCHES
 BY1145  USGS QUAD   -  APPLEBY (1983)
 BY1145
 BY1145                         *CURRENT SURVEY CONTROL
 BY1145  ___________________________________________________________________
 BY1145* NAD 83(1986)-  31 42 39.     (N)    094 35 57.     (W)     SCALED    
 BY1145* NAVD 88     -       138.35   (+/-2cm)     453.9    (feet)  VERTCON   
 BY1145  ___________________________________________________________________
 BY1145  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1145
 BY1145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1145
 BY1145.The horizontal coordinates were scaled from a topographic map and have
 BY1145.an estimated accuracy of +/- 6 seconds.
 BY1145
 BY1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1145.The vertical order pertains to the NGVD 29 superseded value.
 BY1145
 BY1145.The geoid height was determined by GEOID03.
 BY1145
 BY1145;                    North         East    Units  Estimated Accuracy
 BY1145;SPC TX C     - 3,240,620.    1,243,270.      MT  (+/- 180 meters Scaled)
 BY1145
 BY1145                          SUPERSEDED SURVEY CONTROL
 BY1145
 BY1145  NGVD 29 (??/??/92)  138.354  (m)          453.92   (f) ADJ UNCH    2 0
 BY1145
 BY1145.Superseded values are not recommended for survey control.
 BY1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1145.See file dsdata.txt to determine how the superseded data were derived.
 BY1145
 BY1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR484094(NAD 83)
 BY1145_MARKER: DB = BENCH MARK DISK
 BY1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1145_STAMPING: M 891 1948
 BY1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1145+STABILITY: SURFACE MOTION
 BY1145
 BY1145  HISTORY     - Date     Condition        Report By
 BY1145  HISTORY     - 1948     MONUMENTED       CGS
 BY1145  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1145
 BY1145                          STATION DESCRIPTION
 BY1145
 BY1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1145'0.65 MI E FROM APPLEBY.
 BY1145'0.65 MILE EAST ALONG THE APPLEBY-PISGAH SCHOOL ROAD FROM THE CROSSING
 BY1145'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, 154.6
 BY1145'FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 95.7 FEET SOUTH
 BY1145'OF THE CENTER LINE OF AN EASTWEST ROAD, 93.6 FEET NORTH NORTHWEST OF
 BY1145'THE NORTHEAST CORNER OF A CHURCH, 91.0 FEET NORTH NORTHEAST OF THE
 BY1145'NORTHWEST CORNER OF A CHURCH, 11.6 FEET NORTHWEST OF A 12-INCH OAK
 BY1145'TREE, 8.6 FEET SOUTH OF A 20-INCH OAK TREE, 7.4 FEET NORTHEAST OF A
 BY1145'20-INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BY1145'FOOT ABOVE THE GROUND.
 BY1145
 BY1145                          STATION RECOVERY (1998)
 BY1145
 BY1145'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0173 ***********************************************************************
 BY0173  DESIGNATION -  M 892
 BY0173  PID         -  BY0173
 BY0173  STATE/COUNTY-  TX/NACOGDOCHES
 BY0173  USGS QUAD   -  MARTINSVILLE (1984)
 BY0173
 BY0173                         *CURRENT SURVEY CONTROL
 BY0173  ___________________________________________________________________
 BY0173* NAD 83(1986)-  31 39 18.     (N)    094 25 32.     (W)     SCALED    
 BY0173* NAVD 88     -       106.28   (+/-2cm)     348.7    (feet)  VERTCON   
 BY0173  ___________________________________________________________________
 BY0173  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY0173
 BY0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0173
 BY0173.The horizontal coordinates were scaled from a topographic map and have
 BY0173.an estimated accuracy of +/- 6 seconds.
 BY0173
 BY0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0173.The vertical order pertains to the NGVD 29 superseded value.
 BY0173
 BY0173.The geoid height was determined by GEOID03.
 BY0173
 BY0173;                    North         East    Units  Estimated Accuracy
 BY0173;SPC TX C     - 3,235,300.    1,260,030.      MT  (+/- 180 meters Scaled)
 BY0173
 BY0173                          SUPERSEDED SURVEY CONTROL
 BY0173
 BY0173  NGVD 29 (??/??/92)  106.310  (m)          348.79   (f) ADJ UNCH    2 0
 BY0173
 BY0173.Superseded values are not recommended for survey control.
 BY0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0173.See file dsdata.txt to determine how the superseded data were derived.
 BY0173
 BY0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR648030(NAD 83)
 BY0173_MARKER: DB = BENCH MARK DISK
 BY0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0173_STAMPING: M 892 1948
 BY0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0173+STABILITY: SURFACE MOTION
 BY0173
 BY0173  HISTORY     - Date     Condition        Report By
 BY0173  HISTORY     - 1948     MONUMENTED       CGS
 BY0173  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0173
 BY0173                          STATION DESCRIPTION
 BY0173
 BY0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0173'1.2 MI N FROM MARTINSVILLE.
 BY0173'1.2 MILES NORTH ALONG THE MARTINSVILLE-GARRISON ROAD FROM THE J. L.
 BY0173'BURK ROCK STORE BUILDING AT MARTINSVILLE, AT THE J. B. MARTIN FARM
 BY0173'HOME (LOG HOUSE), 162.0 FEET SOUTH OF THE CENTER LINE OF A ROAD
 BY0173'LEADING WEST, 144.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 BY0173'NORTHWEST-SOUTHEAST ROAD, 88.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BY0173'OF THE MARTIN HOME, 1.0 FOOT NORTH OF A FENCE, 2.5 FEET NORTHEAST OF A
 BY0173'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0173'FOOT ABOVE THE GROUND.
 BY0173
 BY0173                          STATION RECOVERY (1998)
 BY0173
 BY0173'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1022 ***********************************************************************
 BY1022  DESIGNATION -  M 893
 BY1022  PID         -  BY1022
 BY1022  STATE/COUNTY-  TX/NACOGDOCHES
 BY1022  USGS QUAD   -  PLATT (1980)
 BY1022
 BY1022                         *CURRENT SURVEY CONTROL
 BY1022  ___________________________________________________________________
 BY1022* NAD 83(1986)-  31 26 28.     (N)    094 30 11.     (W)     SCALED    
 BY1022* NAVD 88     -        72.93   (+/-2cm)     239.3    (feet)  VERTCON   
 BY1022  ___________________________________________________________________
 BY1022  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY1022
 BY1022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1022
 BY1022.The horizontal coordinates were scaled from a topographic map and have
 BY1022.an estimated accuracy of +/- 6 seconds.
 BY1022
 BY1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1022.The vertical order pertains to the NGVD 29 superseded value.
 BY1022
 BY1022.The geoid height was determined by GEOID03.
 BY1022
 BY1022;                    North         East    Units  Estimated Accuracy
 BY1022;SPC TX C     - 3,211,230.    1,253,930.      MT  (+/- 180 meters Scaled)
 BY1022
 BY1022                          SUPERSEDED SURVEY CONTROL
 BY1022
 BY1022  NGVD 29 (??/??/92)   72.982  (m)          239.44   (f) ADJ UNCH    2 0
 BY1022
 BY1022.Superseded values are not recommended for survey control.
 BY1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1022.See file dsdata.txt to determine how the superseded data were derived.
 BY1022
 BY1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ571794(NAD 83)
 BY1022_MARKER: DB = BENCH MARK DISK
 BY1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1022_STAMPING: M 893 1948
 BY1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1022+STABILITY: SURFACE MOTION
 BY1022
 BY1022  HISTORY     - Date     Condition        Report By
 BY1022  HISTORY     - 1948     MONUMENTED       CGS
 BY1022  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1022
 BY1022                          STATION DESCRIPTION
 BY1022
 BY1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1022'4.95 MI S FROM WODEN.
 BY1022'4.95 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1022'WODEN, AT A VACANT HOUSE OWNED BY BILL JACOBS, 46.0 FEET WEST OF THE
 BY1022'CENTER LINE OF THE ROAD, 39.0 FEET EAST OF THE SOUTHEAST CORNER OF THE
 BY1022'FARMHOUSE, 9.6 FEET NORTH OF THE CENTER LINE OF A GATE, 2.2 FEET SOUTH
 BY1022'OF A REFERENCE POST, 1.4 FEET EAST OF A FENCE, AND SET IN THE TOP OF A
 BY1022'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1022
 BY1022                          STATION RECOVERY (1998)
 BY1022
 BY1022'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0183 ***********************************************************************
 BY0183  DESIGNATION -  M 894
 BY0183  PID         -  BY0183
 BY0183  STATE/COUNTY-  TX/NACOGDOCHES
 BY0183  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0183
 BY0183                         *CURRENT SURVEY CONTROL
 BY0183  ___________________________________________________________________
 BY0183* NAD 83(1986)-  31 33 21.     (N)    094 21 29.     (W)     SCALED    
 BY0183* NAVD 88     -        93.45   (+/-2cm)     306.6    (feet)  VERTCON   
 BY0183  ___________________________________________________________________
 BY0183  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY0183
 BY0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0183
 BY0183.The horizontal coordinates were scaled from a topographic map and have
 BY0183.an estimated accuracy of +/- 6 seconds.
 BY0183
 BY0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0183.The vertical order pertains to the NGVD 29 superseded value.
 BY0183
 BY0183.The geoid height was determined by GEOID03.
 BY0183
 BY0183;                    North         East    Units  Estimated Accuracy
 BY0183;SPC TX C     - 3,224,660.    1,267,010.      MT  (+/- 180 meters Scaled)
 BY0183
 BY0183                          SUPERSEDED SURVEY CONTROL
 BY0183
 BY0183  NGVD 29 (??/??/92)   93.493  (m)          306.74   (f) ADJ UNCH    2 0
 BY0183
 BY0183.Superseded values are not recommended for survey control.
 BY0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0183.See file dsdata.txt to determine how the superseded data were derived.
 BY0183
 BY0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ711920(NAD 83)
 BY0183_MARKER: DB = BENCH MARK DISK
 BY0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0183_STAMPING: M 894 1949
 BY0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0183+STABILITY: SURFACE MOTION
 BY0183
 BY0183  HISTORY     - Date     Condition        Report By
 BY0183  HISTORY     - 1949     MONUMENTED       CGS
 BY0183  HISTORY     - 19980919 GOOD             USPSQD
 BY0183
 BY0183                          STATION DESCRIPTION
 BY0183
 BY0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0183'0.2 MI S FROM ATTOYAC.
 BY0183'0.2 MILE SOUTH ALONG THE ATTOYAC-CHIRENO ROAD FROM THE POST OFFICE AT
 BY0183'ATTOYAC, 120.0 FEET EAST OF THE SOUTHEAST CORNER OF THE BLACK JACK
 BY0183'SCHOOL, 68.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 57.0 FEET
 BY0183'NORTHEAST OF A 20-INCH PINE TREE, 2.0 FEET SOUTH OF A REFERENCE POST,
 BY0183'1.0 FOOT EAST OF A SCHOOLYARD FENCE, AND SET IN THE TOP OF A CONCRETE
 BY0183'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0183
 BY0183                          STATION RECOVERY (1998)
 BY0183
 BY0183'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0372 ***********************************************************************
 BL0372  DESIGNATION -  M 896
 BL0372  PID         -  BL0372
 BL0372  STATE/COUNTY-  TX/LIBERTY
 BL0372  USGS QUAD   -  LIBERTY (1984)
 BL0372
 BL0372                         *CURRENT SURVEY CONTROL
 BL0372  ___________________________________________________________________
 BL0372* NAD 83(1986)-  30 03 23.     (N)    094 50 27.     (W)     SCALED    
 BL0372* NAVD 88     -         7.497  (meters)      24.60   (feet)  ADJUSTED  
 BL0372  ___________________________________________________________________
 BL0372  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0372  DYNAMIC HT  -           7.487 (meters)      24.56  (feet)  COMP
 BL0372  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 BL0372
 BL0372  VERT ORDER  -  FIRST     CLASS I
 BL0372
 BL0372.The horizontal coordinates were scaled from a topographic map and have
 BL0372.an estimated accuracy of +/- 6 seconds.
 BL0372
 BL0372.The orthometric height was determined by differential leveling
 BL0372.and adjusted by the National Geodetic Survey in June 1991..
 BL0372
 BL0372.The geoid height was determined by GEOID03.
 BL0372
 BL0372.The dynamic height is computed by dividing the NAVD 88
 BL0372.geopotential number by the normal gravity value computed on the
 BL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0372.degrees latitude (g = 980.6199 gals.).
 BL0372
 BL0372.The modeled gravity was interpolated from observed gravity values.
 BL0372
 BL0372;                    North         East    Units  Estimated Accuracy
 BL0372;SPC TX C     - 3,056,280.    1,229,450.      MT  (+/- 180 meters Scaled)
 BL0372
 BL0372                          SUPERSEDED SURVEY CONTROL
 BL0372
 BL0372  NGVD 29 (12/23/87)    7.500  (m)           24.61   (f) ADJUSTED    1 1
 BL0372
 BL0372.Superseded values are not recommended for survey control.
 BL0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0372.See file dsdata.txt to determine how the superseded data were derived.
 BL0372
 BL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP225264(NAD 83)
 BL0372_MARKER: DB = BENCH MARK DISK
 BL0372_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL0372_SP_SET: BRIDGE ABUTMENT
 BL0372_STAMPING: M 896 1943
 BL0372_MARK LOGO: CGS   
 BL0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0372
 BL0372  HISTORY     - Date     Condition        Report By
 BL0372  HISTORY     - 1943     MONUMENTED       CGS
 BL0372  HISTORY     - 1972     GOOD             NGS
 BL0372  HISTORY     - 1987     GOOD             NGS
 BL0372  HISTORY     - 1988     GOOD             USPSQD
 BL0372  HISTORY     - 1989     GOOD             USPSQD
 BL0372  HISTORY     - 1990     GOOD             USPSQD
 BL0372  HISTORY     - 19960801 GOOD             USPSQD
 BL0372  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0372  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0372
 BL0372                          STATION DESCRIPTION
 BL0372
 BL0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0372'2.75 MI W FROM LIBERTY.
 BL0372'ABOUT 2.75 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0372'STATE HIGHWAY 146 AT LIBERTY, 14 FEET NORTH OF THE CENTER LINE OF THE
 BL0372'EASTBOUND LANE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE
 BL0372'WEST CONCRETE ABUTMENT FOR THE EASTBOUND LANE OF TRAFFIC FOR BRIDGE
 BL0372'OVER A SLOUGH (THE SOUTH ONE OF TWO HIGHWAY BRIDGES) AND ABOUT 1 FOOT
 BL0372'BELOW THE LEVEL OF THE HIGHWAY.
 BL0372
 BL0372                          STATION RECOVERY (1987)
 BL0372
 BL0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0372'RECOVERED IN GOOD CONDITION.
 BL0372
 BL0372                          STATION RECOVERY (1988)
 BL0372
 BL0372'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0372'RECOVERED IN GOOD CONDITION.
 BL0372
 BL0372                          STATION RECOVERY (1989)
 BL0372
 BL0372'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0372'RECOVERED IN GOOD CONDITION.
 BL0372
 BL0372                          STATION RECOVERY (1990)
 BL0372
 BL0372'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0372'RECOVERED IN GOOD CONDITION.
 BL0372
 BL0372                          STATION RECOVERY (1996)
 BL0372
 BL0372'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0372'RECOVERED IN GOOD CONDITION.
 BL0372
 BL0372                          STATION RECOVERY (2004)
 BL0372
 BL0372'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0372'NEW HIGHWAY 90 BRIDGE,REPLACED OLD BRIDGE.
 BL0372
 BL0372                          STATION RECOVERY (2005)
 BL0372
 BL0372'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1479 ***********************************************************************
 BY1479  DESIGNATION -  M 897
 BY1479  PID         -  BY1479
 BY1479  STATE/COUNTY-  TX/HOUSTON
 BY1479  USGS QUAD   -  CENTRALIA (1950)
 BY1479
 BY1479                         *CURRENT SURVEY CONTROL
 BY1479  ___________________________________________________________________
 BY1479* NAD 83(1986)-  31 20 54.     (N)    095 06 18.     (W)     SCALED    
 BY1479* NAVD 88     -        82.16   (+/-2cm)     269.6    (feet)  VERTCON   
 BY1479  ___________________________________________________________________
 BY1479  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY1479
 BY1479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1479
 BY1479.The horizontal coordinates were scaled from a topographic map and have
 BY1479.an estimated accuracy of +/- 6 seconds.
 BY1479
 BY1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1479.The vertical order pertains to the NGVD 29 superseded value.
 BY1479
 BY1479.The geoid height was determined by GEOID03.
 BY1479
 BY1479;                    North         East    Units  Estimated Accuracy
 BY1479;SPC TX C     - 3,198,110.    1,197,270.      MT  (+/- 180 meters Scaled)
 BY1479
 BY1479                          SUPERSEDED SURVEY CONTROL
 BY1479
 BY1479  NGVD 29 (??/??/92)   82.192  (m)          269.66   (f) ADJ UNCH    2 0
 BY1479
 BY1479.Superseded values are not recommended for survey control.
 BY1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1479.See file dsdata.txt to determine how the superseded data were derived.
 BY1479
 BY1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ997701(NAD 83)
 BY1479_MARKER: DB = BENCH MARK DISK
 BY1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1479_STAMPING: M 897 1948
 BY1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1479+STABILITY: SURFACE MOTION
 BY1479
 BY1479  HISTORY     - Date     Condition        Report By
 BY1479  HISTORY     - 1948     MONUMENTED       CGS
 BY1479
 BY1479                          STATION DESCRIPTION
 BY1479
 BY1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1479'5.2 MI SE FROM KENNARD.
 BY1479'1.3 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE POST OFFICE AT
 BY1479'KENNARD, THENCE 3.9 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.1 MILE
 BY1479'SOUTHEAST OF A SMALL WOODEN BRIDGE AND AT A CURVE IN THE ROAD, 28.4
 BY1479'FEET SOUTH AND ABOUT 2.0 FEET BELOW THE CENTER OF THE ROAD, 6.5 FEET
 BY1479'NORTHEAST OF A BLAZED 12-INCH PINE TREE, 2.7 FEET NORTH OF A BARB WIRE
 BY1479'FENCE, 1.6 FEET WEST OF A WITNESS POST AND SET IN THE TOP OF A
 BY1479'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0148 ***********************************************************************
 BZ0148  DESIGNATION -  M 898
 BZ0148  PID         -  BZ0148
 BZ0148  STATE/COUNTY-  TX/FREESTONE
 BZ0148  USGS QUAD   -  DEW (1982)
 BZ0148
 BZ0148                         *CURRENT SURVEY CONTROL
 BZ0148  ___________________________________________________________________
 BZ0148* NAD 83(1986)-  31 31 28.     (N)    096 07 45.     (W)     SCALED    
 BZ0148* NAVD 88     -       115.855  (meters)     380.10   (feet)  ADJUSTED  
 BZ0148  ___________________________________________________________________
 BZ0148  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BZ0148  DYNAMIC HT  -         115.715 (meters)     379.64  (feet)  COMP
 BZ0148  MODELED GRAV-     979,424.6   (mgal)                       NAVD 88
 BZ0148
 BZ0148  VERT ORDER  -  SECOND    CLASS 0
 BZ0148
 BZ0148.The horizontal coordinates were scaled from a topographic map and have
 BZ0148.an estimated accuracy of +/- 6 seconds.
 BZ0148
 BZ0148.The orthometric height was determined by differential leveling
 BZ0148.and adjusted by the National Geodetic Survey in June 1991..
 BZ0148
 BZ0148.The geoid height was determined by GEOID03.
 BZ0148
 BZ0148.The dynamic height is computed by dividing the NAVD 88
 BZ0148.geopotential number by the normal gravity value computed on the
 BZ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0148.degrees latitude (g = 980.6199 gals.).
 BZ0148
 BZ0148.The modeled gravity was interpolated from observed gravity values.
 BZ0148
 BZ0148;                    North         East    Units  Estimated Accuracy
 BZ0148;SPC TX C     - 3,213,490.    1,099,180.      MT  (+/- 180 meters Scaled)
 BZ0148
 BZ0148                          SUPERSEDED SURVEY CONTROL
 BZ0148
 BZ0148  NGVD 29 (??/??/92)  115.846  (m)          380.07   (f) ADJ UNCH    2 0
 BZ0148
 BZ0148.Superseded values are not recommended for survey control.
 BZ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0148.See file dsdata.txt to determine how the superseded data were derived.
 BZ0148
 BZ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV726912(NAD 83)
 BZ0148_MARKER: DB = BENCH MARK DISK
 BZ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0148_STAMPING: M 898 1948
 BZ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0148+STABILITY: SURFACE MOTION
 BZ0148
 BZ0148  HISTORY     - Date     Condition        Report By
 BZ0148  HISTORY     - 1948     MONUMENTED       CGS
 BZ0148
 BZ0148                          STATION DESCRIPTION
 BZ0148
 BZ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0148'6.45 MI W FROM BUFFALO.
 BZ0148'0.4 MILE SOUTHWEST ALONG COMMERCE STREET FROM THE POST OFFICE AT
 BZ0148'BUFFALO, THENCE 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75, THENCE
 BZ0148'3.05 MILES WEST ALONG A GRADED DIRT ROAD, AT THE JUNCTION WITH A DIRT
 BZ0148'T-ROAD LEADING NORTHWEST, 96.0 FEET WEST OF THE EXTENDED CENTER OF THE
 BZ0148'T-ROAD, 28.4 FEET SOUTH AND ABOUT 1.0 FOOT BELOW THE CENTER OF THE
 BZ0148'EAST-WEST ROAD, 55.4 FEET EAST OF A 24 INCH OAK TREE, 1.3 FEET WEST OF
 BZ0148'A WITNESS POST, 1.0 FOOT NORTH OF A BARB WIRE FENCE AND SET IN THE TOP
 BZ0148'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0161 ***********************************************************************
 BZ0161  DESIGNATION -  M 899
 BZ0161  PID         -  BZ0161
 BZ0161  STATE/COUNTY-  TX/FREESTONE
 BZ0161  USGS QUAD   -  LANELY (1982)
 BZ0161
 BZ0161                         *CURRENT SURVEY CONTROL
 BZ0161  ___________________________________________________________________
 BZ0161* NAD 83(1986)-  31 33 28.     (N)    096 07 10.     (W)     SCALED    
 BZ0161* NAVD 88     -       138.472  (meters)     454.30   (feet)  ADJUSTED  
 BZ0161  ___________________________________________________________________
 BZ0161  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BZ0161  DYNAMIC HT  -         138.304 (meters)     453.75  (feet)  COMP
 BZ0161  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 BZ0161
 BZ0161  VERT ORDER  -  SECOND    CLASS 0
 BZ0161
 BZ0161.The horizontal coordinates were scaled from a topographic map and have
 BZ0161.an estimated accuracy of +/- 6 seconds.
 BZ0161
 BZ0161.The orthometric height was determined by differential leveling
 BZ0161.and adjusted by the National Geodetic Survey in June 1991..
 BZ0161
 BZ0161.The geoid height was determined by GEOID03.
 BZ0161
 BZ0161.The dynamic height is computed by dividing the NAVD 88
 BZ0161.geopotential number by the normal gravity value computed on the
 BZ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0161.degrees latitude (g = 980.6199 gals.).
 BZ0161
 BZ0161.The modeled gravity was interpolated from observed gravity values.
 BZ0161
 BZ0161;                    North         East    Units  Estimated Accuracy
 BZ0161;SPC TX C     - 3,217,220.    1,099,960.      MT  (+/- 180 meters Scaled)
 BZ0161
 BZ0161                          SUPERSEDED SURVEY CONTROL
 BZ0161
 BZ0161  NGVD 29 (??/??/92)  138.458  (m)          454.26   (f) ADJ UNCH    2 0
 BZ0161
 BZ0161.Superseded values are not recommended for survey control.
 BZ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0161.See file dsdata.txt to determine how the superseded data were derived.
 BZ0161
 BZ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV734950(NAD 83)
 BZ0161_MARKER: DB = BENCH MARK DISK
 BZ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0161_STAMPING: M 899 1948
 BZ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0161+STABILITY: SURFACE MOTION
 BZ0161
 BZ0161  HISTORY     - Date     Condition        Report By
 BZ0161  HISTORY     - 1948     MONUMENTED       CGS
 BZ0161
 BZ0161                          STATION DESCRIPTION
 BZ0161
 BZ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0161'2.8 MI SE FROM DEW.
 BZ0161'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE METHODIST CHURCH
 BZ0161'AT DEW, 327.0 FEET SOUTHEAST OF THE CENTER OF A DEEP GULCH, NEAR THE
 BZ0161'CENTER OF A CURVE IN THE HIGHWAY AND AT THE BASE OF A SHORT HILL, 55.0
 BZ0161'FEET SOUTHWEST AND ABOUT 3.0 FEET ABOVE THE CENTER OF THE HIGHWAY,
 BZ0161'19.8 FEET SOUTHEAST OF A FENCE CORNER, 2.4 FEET NORTHEAST OF A BARB
 BZ0161'WIRE FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST AND SET IN THE TOP OF
 BZ0161'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0174 ***********************************************************************
 AB0174  DESIGNATION -  M 9
 AB0174  PID         -  AB0174
 AB0174  STATE/COUNTY-  TX/CAMERON
 AB0174  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0174
 AB0174                         *CURRENT SURVEY CONTROL
 AB0174  ___________________________________________________________________
 AB0174* NAD 83(1986)-  25 57 17.     (N)    097 34 02.     (W)     SCALED    
 AB0174* NAVD 88     -        13.018  (meters)      42.71   (feet)  ADJUSTED  
 AB0174  ___________________________________________________________________
 AB0174  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 AB0174  DYNAMIC HT  -          12.997 (meters)      42.64  (feet)  COMP
 AB0174  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 AB0174
 AB0174  VERT ORDER  -  SECOND    CLASS 0
 AB0174
 AB0174.The horizontal coordinates were scaled from a topographic map and have
 AB0174.an estimated accuracy of +/- 6 seconds.
 AB0174
 AB0174.The orthometric height was determined by differential leveling
 AB0174.and adjusted by the National Geodetic Survey in June 1991..
 AB0174
 AB0174.The geoid height was determined by GEOID03.
 AB0174
 AB0174.The dynamic height is computed by dividing the NAVD 88
 AB0174.geopotential number by the normal gravity value computed on the
 AB0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0174.degrees latitude (g = 980.6199 gals.).
 AB0174
 AB0174.The modeled gravity was interpolated from observed gravity values.
 AB0174
 AB0174;                    North         East    Units  Estimated Accuracy
 AB0174;SPC TX S     - 5,032,260.      393,430.      MT  (+/- 180 meters Scaled)
 AB0174
 AB0174                          SUPERSEDED SURVEY CONTROL
 AB0174
 AB0174  NGVD 29 (??/??/92)   13.104  (m)           42.99   (f) ADJ UNCH    2 0
 AB0174
 AB0174.Superseded values are not recommended for survey control.
 AB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0174.See file dsdata.txt to determine how the superseded data were derived.
 AB0174
 AB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP434714(NAD 83)
 AB0174_MARKER: DD = SURVEY DISK
 AB0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0174_SP_SET: CULVERT
 AB0174_STAMPING: M 9 42.73
 AB0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0174
 AB0174  HISTORY     - Date     Condition        Report By
 AB0174  HISTORY     - UNK      MONUMENTED
 AB0174  HISTORY     - 1942     GOOD             NGS
 AB0174
 AB0174                          STATION DESCRIPTION
 AB0174
 AB0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0174'5.3 MI NW FROM BROWNSVILLE.
 AB0174'5.3 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0174'AT BROWNSVILLE, CAMERON COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING
 AB0174'SOUTHWEST TO THE LEVEE, 48 FEET NORTHWEST OF THE CENTERLINE OF THE
 AB0174'DIRT ROAD, 14.7 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT A
 AB0174'3- BY 6-FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 AB0174'THE TOP OF THE SOUTHWEST HEADWALL, AND ABOUT 2-1/2 FEET HIGHER THAN
 AB0174'THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED M 9 42.73.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0159 ***********************************************************************
 FL0159  DESIGNATION -  M 9
 FL0159  PID         -  FL0159
 FL0159  STATE/COUNTY-  TX/WHEELER
 FL0159  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0159
 FL0159                         *CURRENT SURVEY CONTROL
 FL0159  ___________________________________________________________________
 FL0159* NAD 83(1986)-  35 12 43.     (N)    100 18 23.     (W)     SCALED    
 FL0159* NAVD 88     -       730.314  (meters)    2396.04   (feet)  ADJUSTED  
 FL0159  ___________________________________________________________________
 FL0159  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL0159  DYNAMIC HT  -         729.550 (meters)    2393.53  (feet)  COMP
 FL0159  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 FL0159
 FL0159  VERT ORDER  -  FIRST     CLASS II
 FL0159
 FL0159.The horizontal coordinates were scaled from a topographic map and have
 FL0159.an estimated accuracy of +/- 6 seconds.
 FL0159
 FL0159.The orthometric height was determined by differential leveling
 FL0159.and adjusted by the National Geodetic Survey in June 1991..
 FL0159.WARNING-Repeat measurements at this control monument indicate possible
 FL0159.vertical movement.
 FL0159
 FL0159.The geoid height was determined by GEOID03.
 FL0159
 FL0159.The dynamic height is computed by dividing the NAVD 88
 FL0159.geopotential number by the normal gravity value computed on the
 FL0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0159.degrees latitude (g = 980.6199 gals.).
 FL0159
 FL0159.The modeled gravity was interpolated from observed gravity values.
 FL0159
 FL0159;                    North         East    Units  Estimated Accuracy
 FL0159;SPC TX N     - 1,135,110.      308,670.      MT  (+/- 180 meters Scaled)
 FL0159
 FL0159                          SUPERSEDED SURVEY CONTROL
 FL0159
 FL0159  NGVD 29 (??/??/92)  730.022  (m)         2395.08   (f) ADJ UNCH    1 2
 FL0159
 FL0159.Superseded values are not recommended for survey control.
 FL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0159.See file dsdata.txt to determine how the superseded data were derived.
 FL0159
 FL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD810973(NAD 83)
 FL0159_MARKER: P = PIPE CAP
 FL0159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0159_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL0159_STAMPING: M 9 ELEV 2395.054 FT
 FL0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0159
 FL0159  HISTORY     - Date     Condition        Report By
 FL0159  HISTORY     - UNK      MONUMENTED       CGS
 FL0159  HISTORY     - 1953     GOOD             NGS
 FL0159
 FL0159                          STATION DESCRIPTION
 FL0159
 FL0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0159'3.5 MI W FROM SHAMROCK.
 FL0159'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0159'FROM THE STATION AT SHAMROCK, 1 1/2 POLES WEST OF MILEPOST 668, 44.3
 FL0159'FEET SOUTH OF THE SOUTH RAIL, 30 FEET NORTH OF THE CENTER LINE OF AN
 FL0159'EAST AND WEST ROAD, 14.7 FEET NORTHEAST OF A POWER POLE, 2.2 FEET WEST
 FL0159'OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 FL0159'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1853 ***********************************************************************
 BK1853  DESIGNATION -  M 90
 BK1853  PID         -  BK1853
 BK1853  STATE/COUNTY-  TX/JASPER
 BK1853  USGS QUAD   -  CALL JUNCTION (1984)
 BK1853
 BK1853                         *CURRENT SURVEY CONTROL
 BK1853  ___________________________________________________________________
 BK1853* NAD 83(1986)-  30 36 54.     (N)    093 54 04.     (W)     SCALED    
 BK1853* NAVD 88     -        35.01   (+/-2cm)     114.9    (feet)  VERTCON   
 BK1853  ___________________________________________________________________
 BK1853  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BK1853
 BK1853  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1853
 BK1853.The horizontal coordinates were scaled from a topographic map and have
 BK1853.an estimated accuracy of +/- 6 seconds.
 BK1853
 BK1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1853.The vertical order pertains to the NGVD 29 superseded value.
 BK1853
 BK1853.The geoid height was determined by GEOID03.
 BK1853
 BK1853;                    North         East    Units  Estimated Accuracy
 BK1853;SPC TX C     - 3,122,950.    1,316,360.      MT  (+/- 180 meters Scaled)
 BK1853
 BK1853                          SUPERSEDED SURVEY CONTROL
 BK1853
 BK1853  NGVD 29 (??/??/??)   34.994  (m)          114.81   (f) ADJUSTED    1 2
 BK1853
 BK1853.Superseded values are not recommended for survey control.
 BK1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1853.See file dsdata.txt to determine how the superseded data were derived.
 BK1853
 BK1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP136872(NAD 83)
 BK1853_MARKER: DB = BENCH MARK DISK
 BK1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1853_STAMPING: 104.809 M 90 1932
 BK1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1853+STABILITY: SURFACE MOTION
 BK1853
 BK1853  HISTORY     - Date     Condition        Report By
 BK1853  HISTORY     - 1932     MONUMENTED       CGS
 BK1853  HISTORY     - 1935     GOOD             CGS
 BK1853  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1853  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1853
 BK1853                          STATION DESCRIPTION
 BK1853
 BK1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1853'1.2 MI N FROM CALL JUNCTION.
 BK1853'1.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1853'STATION AT CALL JUNCTION, JASPER COUNTY, 7-1/2 POLES NORTH OF MILE
 BK1853'POLE 49, 80 FEET SOUTH OF THE CROSSING OF A PRIVATE ROAD, 2 RAILS
 BK1853'SOUTH OF THE CATTLE GUARD AT THE CROSSING, 50 FEET WEST OF THE TRACK,
 BK1853'25 FEET EAST OF A HIGHWAY, AND AT A FENCE LINE.  A STANDARD DISK,
 BK1853'ERRONEOUSLY STAMPED 104.809 M 90 1932 AND SET IN THE TOP OF A CONCRETE
 BK1853'POST.
 BK1853
 BK1853                          STATION RECOVERY (1935)
 BK1853
 BK1853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BK1853'RECOVERED IN GOOD CONDITION.
 BK1853
 BK1853                          STATION RECOVERY (1978)
 BK1853
 BK1853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1853'MARK NOT FOUND.
 BK1853
 BK1853                          STATION RECOVERY (1979)
 BK1853
 BK1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0715 ***********************************************************************
 BZ0715  DESIGNATION -  M 900
 BZ0715  PID         -  BZ0715
 BZ0715  STATE/COUNTY-  TX/MCLENNAN
 BZ0715  USGS QUAD   -  ELM MOTT (1975)
 BZ0715
 BZ0715                         *CURRENT SURVEY CONTROL
 BZ0715  ___________________________________________________________________
 BZ0715* NAD 83(1986)-  31 37 37.     (N)    097 05 40.     (W)     SCALED    
 BZ0715* NAVD 88     -       146.316  (meters)     480.04   (feet)  ADJUSTED  
 BZ0715  ___________________________________________________________________
 BZ0715  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BZ0715  DYNAMIC HT  -         146.134 (meters)     479.44  (feet)  COMP
 BZ0715  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 BZ0715
 BZ0715  VERT ORDER  -  FIRST     CLASS II
 BZ0715
 BZ0715.The horizontal coordinates were scaled from a topographic map and have
 BZ0715.an estimated accuracy of +/- 6 seconds.
 BZ0715
 BZ0715.The orthometric height was determined by differential leveling
 BZ0715.and adjusted by the National Geodetic Survey in June 1991..
 BZ0715.WARNING-Repeat measurements at this control monument indicate possible
 BZ0715.vertical movement.
 BZ0715
 BZ0715.The geoid height was determined by GEOID03.
 BZ0715
 BZ0715.The dynamic height is computed by dividing the NAVD 88
 BZ0715.geopotential number by the normal gravity value computed on the
 BZ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0715.degrees latitude (g = 980.6199 gals.).
 BZ0715
 BZ0715.The modeled gravity was interpolated from observed gravity values.
 BZ0715
 BZ0715;                    North         East    Units  Estimated Accuracy
 BZ0715;SPC TX C     - 3,221,790.    1,007,220.      MT  (+/- 180 meters Scaled)
 BZ0715
 BZ0715                          SUPERSEDED SURVEY CONTROL
 BZ0715
 BZ0715  NGVD 29 (??/??/92)  146.196  (m)          479.64   (f) ADJ UNCH    1 2
 BZ0715
 BZ0715.Superseded values are not recommended for survey control.
 BZ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0715.See file dsdata.txt to determine how the superseded data were derived.
 BZ0715
 BZ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA807006(NAD 83)
 BZ0715_MARKER: DB = BENCH MARK DISK
 BZ0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0715_SP_SET: CULVERT
 BZ0715_STAMPING: M-900 1944
 BZ0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0715+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ0715
 BZ0715  HISTORY     - Date     Condition        Report By
 BZ0715  HISTORY     - 1944     MONUMENTED       CGS
 BZ0715  HISTORY     - 1980     GOOD             NGS
 BZ0715  HISTORY     - 19950715 GOOD             USPSQD
 BZ0715  HISTORY     - 20010317 GOOD             USPSQD
 BZ0715  HISTORY     - 20031011 GOOD             USPSQD
 BZ0715
 BZ0715                          STATION DESCRIPTION
 BZ0715
 BZ0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BZ0715'3.0 MI S FROM ELM MOTT.
 BZ0715'ABOUT 3.0 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 BZ0715'TEXAS FROM THE STATION AT ELM MOTT MCLENNAN COUNTY, AT A CONCRETE
 BZ0715'CULVERT AND IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, A
 BZ0715'STANDARD BRONZE DISK, STAMPED M-900 1944, SET IN A DRILL HOLE.
 BZ0715
 BZ0715                          STATION RECOVERY (1980)
 BZ0715
 BZ0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0715'RECOVERED IN GOOD CONDITION.
 BZ0715
 BZ0715                          STATION RECOVERY (1995)
 BZ0715
 BZ0715'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0715'RECOVERED IN GOOD CONDITION.
 BZ0715
 BZ0715                          STATION RECOVERY (2001)
 BZ0715
 BZ0715'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ0715'RECOVERED IN GOOD CONDITION.
 BZ0715
 BZ0715                          STATION RECOVERY (2003)
 BZ0715
 BZ0715'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0511 ***********************************************************************
 DN0511  DESIGNATION -  M 902
 DN0511  PID         -  DN0511
 DN0511  STATE/COUNTY-  TX/GRAYSON
 DN0511  USGS QUAD   -  SHERMAN (1974)
 DN0511
 DN0511                         *CURRENT SURVEY CONTROL
 DN0511  ___________________________________________________________________
 DN0511* NAD 83(1986)-  33 37 39.     (N)    096 35 08.     (W)     SCALED    
 DN0511* NAVD 88     -       225.394  (meters)     739.48   (feet)  ADJUSTED  
 DN0511  ___________________________________________________________________
 DN0511  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN0511  DYNAMIC HT  -         225.152 (meters)     738.69  (feet)  COMP
 DN0511  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 DN0511
 DN0511  VERT ORDER  -  SECOND    CLASS 0
 DN0511
 DN0511.This mark is at Sherman Muni (SWI) Airport (SWI)
 DN0511
 DN0511.The horizontal coordinates were scaled from a topographic map and have
 DN0511.an estimated accuracy of +/- 6 seconds.
 DN0511
 DN0511.The orthometric height was determined by differential leveling
 DN0511.and adjusted by the National Geodetic Survey in June 1991..
 DN0511
 DN0511.The geoid height was determined by GEOID03.
 DN0511
 DN0511.The dynamic height is computed by dividing the NAVD 88
 DN0511.geopotential number by the normal gravity value computed on the
 DN0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0511.degrees latitude (g = 980.6199 gals.).
 DN0511
 DN0511.The modeled gravity was interpolated from observed gravity values.
 DN0511
 DN0511;                    North         East    Units  Estimated Accuracy
 DN0511;SPC TXNC     - 2,219,060.      777,610.      MT  (+/- 180 meters Scaled)
 DN0511
 DN0511                          SUPERSEDED SURVEY CONTROL
 DN0511
 DN0511  NGVD 29 (??/??/92)  225.374  (m)          739.41   (f) ADJ UNCH    2 0
 DN0511
 DN0511.Superseded values are not recommended for survey control.
 DN0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0511.See file dsdata.txt to determine how the superseded data were derived.
 DN0511
 DN0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC239234(NAD 83)
 DN0511_MARKER: DB = BENCH MARK DISK
 DN0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0511_SP_SET: FOUNDATION
 DN0511_STAMPING: M 902 1945
 DN0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0511
 DN0511  HISTORY     - Date     Condition        Report By
 DN0511  HISTORY     - 1945     MONUMENTED       CGS
 DN0511  HISTORY     - 1952     GOOD             NGS
 DN0511
 DN0511                          STATION DESCRIPTION
 DN0511
 DN0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0511'2.0 MI SE FROM SHERMAN.
 DN0511'0.6 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0511'FROM THE UNION STATION AT SHERMAN, THENCE 0.7 MILE EAST ALONG ODNEAL
 DN0511'STREET, THENCE 0.1 MILE SOUTH ALONG LOVING AVENUE, THENCE 0.2 MILE
 DN0511'EAST ALONG THOMAS AVENUE, THENCE 0.4 MILE SOUTH ALONG THE AIRPORT
 DN0511'ROAD, AT THE SHERMAN AIRPORT, SET IN THE TOP OF THE SOUTH END OF THE
 DN0511'CONCRETE FOUNDATION OF THE NORTH HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0023 ***********************************************************************
 CC0023  DESIGNATION -  M 903
 CC0023  PID         -  CC0023
 CC0023  STATE/COUNTY-  TX/MIDLAND
 CC0023  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0023
 CC0023                         *CURRENT SURVEY CONTROL
 CC0023  ___________________________________________________________________
 CC0023* NAD 83(1986)-  31 55 34.     (N)    102 12 40.     (W)     SCALED    
 CC0023* NAVD 88     -       871.483  (meters)    2859.19   (feet)  ADJUSTED  
 CC0023  ___________________________________________________________________
 CC0023  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CC0023  DYNAMIC HT  -         870.250 (meters)    2855.15  (feet)  COMP
 CC0023  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 CC0023
 CC0023  VERT ORDER  -  FIRST     CLASS II
 CC0023
 CC0023.This mark is at Midland Intl (MAF) Airport (MAF)
 CC0023
 CC0023.The horizontal coordinates were scaled from a topographic map and have
 CC0023.an estimated accuracy of +/- 6 seconds.
 CC0023
 CC0023.The orthometric height was determined by differential leveling
 CC0023.and adjusted by the National Geodetic Survey in June 1991..
 CC0023
 CC0023.The geoid height was determined by GEOID03.
 CC0023
 CC0023.The dynamic height is computed by dividing the NAVD 88
 CC0023.geopotential number by the normal gravity value computed on the
 CC0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0023.degrees latitude (g = 980.6199 gals.).
 CC0023
 CC0023.The modeled gravity was interpolated from observed gravity values.
 CC0023
 CC0023;                    North         East    Units  Estimated Accuracy
 CC0023;SPC TX C     - 3,251,980.      522,430.      MT  (+/- 180 meters Scaled)
 CC0023
 CC0023                          SUPERSEDED SURVEY CONTROL
 CC0023
 CC0023  NGVD 29 (??/??/92)  871.095  (m)         2857.92   (f) ADJ UNCH    1 2
 CC0023
 CC0023.Superseded values are not recommended for survey control.
 CC0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0023.See file dsdata.txt to determine how the superseded data were derived.
 CC0023
 CC0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR636356(NAD 83)
 CC0023_MARKER: DB = BENCH MARK DISK
 CC0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0023_SP_SET: CULVERT
 CC0023_STAMPING: M 903 1945
 CC0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0023
 CC0023  HISTORY     - Date     Condition        Report By
 CC0023  HISTORY     - 1945     MONUMENTED       CGS
 CC0023  HISTORY     - 1956     GOOD             NGS
 CC0023  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0023  HISTORY     - 20030712 GOOD             INDIV
 CC0023
 CC0023                          STATION DESCRIPTION
 CC0023
 CC0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0023'9.2 MI SW FROM MIDLAND.
 CC0023'9.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0023'STATION AT MIDLAND, AT THE ENTRANCE TO THE MIDLAND AIR TERMINAL, 135
 CC0023'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST TRAFFIC LANE OF
 CC0023'U.S. HIGHWAY 80, 25 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 CC0023'TO THE AIRPORT, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 CC0023'OF A CONCRETE CULVERT UNDER THE ROAD LEADING TO THE AIRPORT.
 CC0023
 CC0023                          STATION RECOVERY (1982)
 CC0023
 CC0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0023'MARK NOT FOUND.
 CC0023
 CC0023                          STATION RECOVERY (2003)
 CC0023
 CC0023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 CC0023'N 31.55.563 W 102.12.64
 CC0023'THERE ARE TWO DIFFERENT CULVERT'S, ON EACH SIDE OF SERVICE ROAD, FOUND
 CC0023'ON THE SOUTH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0382 ***********************************************************************
 DP0382  DESIGNATION -  M 905
 DP0382  PID         -  DP0382
 DP0382  STATE/COUNTY-  TX/LUBBOCK
 DP0382  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0382
 DP0382                         *CURRENT SURVEY CONTROL
 DP0382  ___________________________________________________________________
 DP0382* NAD 83(1986)-  33 36 13.     (N)    101 50 11.     (W)     SCALED    
 DP0382* NAVD 88     -       965.096  (meters)    3166.32   (feet)  ADJUSTED  
 DP0382  ___________________________________________________________________
 DP0382  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 DP0382  DYNAMIC HT  -         963.848 (meters)    3162.22  (feet)  COMP
 DP0382  MODELED GRAV-     979,310.4   (mgal)                       NAVD 88
 DP0382
 DP0382  VERT ORDER  -  FIRST     CLASS II
 DP0382
 DP0382.The horizontal coordinates were scaled from a topographic map and have
 DP0382.an estimated accuracy of +/- 6 seconds.
 DP0382
 DP0382.The orthometric height was determined by differential leveling
 DP0382.and adjusted by the National Geodetic Survey in June 1991..
 DP0382
 DP0382.The geoid height was determined by GEOID03.
 DP0382
 DP0382.The dynamic height is computed by dividing the NAVD 88
 DP0382.geopotential number by the normal gravity value computed on the
 DP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0382.degrees latitude (g = 980.6199 gals.).
 DP0382
 DP0382.The modeled gravity was interpolated from observed gravity values.
 DP0382
 DP0382;                    North         East    Units  Estimated Accuracy
 DP0382;SPC TXNC     - 2,219,710.      290,420.      MT  (+/- 180 meters Scaled)
 DP0382
 DP0382                          SUPERSEDED SURVEY CONTROL
 DP0382
 DP0382  NGVD 29 (??/??/92)  964.726  (m)         3165.11   (f) ADJ UNCH    1 2
 DP0382
 DP0382.Superseded values are not recommended for survey control.
 DP0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0382.See file dsdata.txt to determine how the superseded data were derived.
 DP0382
 DP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC368218(NAD 83)
 DP0382_MARKER: DB = BENCH MARK DISK
 DP0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0382_SP_SET: CULVERT
 DP0382_STAMPING: M 905 1945
 DP0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0382
 DP0382  HISTORY     - Date     Condition        Report By
 DP0382  HISTORY     - 1945     MONUMENTED       CGS
 DP0382
 DP0382                          STATION DESCRIPTION
 DP0382
 DP0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DP0382'1.4 MI N FROM LUBBOCK.
 DP0382'1.4 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT LUBBOCK,
 DP0382'LUBBOCK COUNTY, 0.2 MILE SOUTH OF AN UNDERPASS, AT AN 8- BY 20-FOOT
 DP0382'CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE WEST HEADWALL, 18
 DP0382'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 DP0382'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0987 ***********************************************************************
 CS0987  DESIGNATION -  M 906
 CS0987  PID         -  CS0987
 CS0987  STATE/COUNTY-  TX/ELLIS
 CS0987  USGS QUAD   -  BOZ (1978)
 CS0987
 CS0987                         *CURRENT SURVEY CONTROL
 CS0987  ___________________________________________________________________
 CS0987* NAD 83(1986)-  32 21 21.     (N)    096 57 12.     (W)     SCALED    
 CS0987* NAVD 88     -       221.607  (meters)     727.06   (feet)  ADJUSTED  
 CS0987  ___________________________________________________________________
 CS0987  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CS0987  DYNAMIC HT  -         221.343 (meters)     726.19  (feet)  COMP
 CS0987  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 CS0987
 CS0987  VERT ORDER  -  SECOND    CLASS 0
 CS0987
 CS0987.The horizontal coordinates were scaled from a topographic map and have
 CS0987.an estimated accuracy of +/- 6 seconds.
 CS0987
 CS0987.The orthometric height was determined by differential leveling
 CS0987.and adjusted by the National Geodetic Survey in June 1991..
 CS0987
 CS0987.The geoid height was determined by GEOID03.
 CS0987
 CS0987.The dynamic height is computed by dividing the NAVD 88
 CS0987.geopotential number by the normal gravity value computed on the
 CS0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0987.degrees latitude (g = 980.6199 gals.).
 CS0987
 CS0987.The modeled gravity was interpolated from observed gravity values.
 CS0987
 CS0987;                    North         East    Units  Estimated Accuracy
 CS0987;SPC TXNC     - 2,077,490.      745,570.      MT  (+/- 180 meters Scaled)
 CS0987
 CS0987                          SUPERSEDED SURVEY CONTROL
 CS0987
 CS0987  NGVD 29 (??/??/92)  221.587  (m)          726.99   (f) ADJ UNCH    2 0
 CS0987
 CS0987.Superseded values are not recommended for survey control.
 CS0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0987.See file dsdata.txt to determine how the superseded data were derived.
 CS0987
 CS0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA925817(NAD 83)
 CS0987_MARKER: DB = BENCH MARK DISK
 CS0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0987_STAMPING: M 906 1946
 CS0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0987+STABILITY: SURFACE MOTION
 CS0987
 CS0987  HISTORY     - Date     Condition        Report By
 CS0987  HISTORY     - 1946     MONUMENTED       CGS
 CS0987
 CS0987                          STATION DESCRIPTION
 CS0987
 CS0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0987'7.0 MI SW FROM WAXAHACHIE.
 CS0987'TO REACH THE MARK FROM THE COURTHOUSE IN WAXAHACHIE, GO SOUTHWEST
 CS0987'ALONG THE WAXAHACHIE, MAY PEARL ROAD FOR 7.0 MILES TO THE SITE OF THE
 CS0987'MARK.  IT IS 300 FEET SOUTHWEST OF A WOODEN BRIDGE, 18 FEET NORTHWEST
 CS0987'OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTHEAST OF A FENCE.  A BRONZE
 CS0987'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CS0987'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2094 ***********************************************************************
 CS2094  DESIGNATION -  M 907 RESET 1956
 CS2094  PID         -  CS2094
 CS2094  STATE/COUNTY-  TX/ELLIS
 CS2094  USGS QUAD   -  VENUS (1978)
 CS2094
 CS2094                         *CURRENT SURVEY CONTROL
 CS2094  ___________________________________________________________________
 CS2094* NAD 83(1986)-  32 22 35.     (N)    097 03 53.     (W)     SCALED    
 CS2094* NAVD 88     -       185.84   (meters)     609.7    (feet)  RESET     
 CS2094  ___________________________________________________________________
 CS2094  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CS2094
 CS2094  VERT ORDER  -  THIRD
 CS2094
 CS2094.The horizontal coordinates were scaled from a topographic map and have
 CS2094.an estimated accuracy of +/- 6 seconds.
 CS2094
 CS2094.The orthometric height was computed from unverified reset data.
 CS2094
 CS2094.The geoid height was determined by GEOID03.
 CS2094
 CS2094;                    North         East    Units  Estimated Accuracy
 CS2094;SPC TXNC     - 2,079,630.      735,060.      MT  (+/- 180 meters Scaled)
 CS2094
 CS2094                          SUPERSEDED SURVEY CONTROL
 CS2094
 CS2094.No superseded survey control is available for this station.
 CS2094
 CS2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA820838(NAD 83)
 CS2094_MARKER: DB = BENCH MARK DISK
 CS2094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2094_SP_SET: MONUMENT
 CS2094_STAMPING: M 907 RESET 1956
 CS2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2094
 CS2094  HISTORY     - Date     Condition        Report By
 CS2094  HISTORY     - 1956     MONUMENTED       CGS
 CS2094
 CS2094                          STATION DESCRIPTION
 CS2094
 CS2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS2094'4.8 MI SE FROM VENUS.
 CS2094'IN ELLIS COUNTY, 4.8 MILES SOUTHEAST FROM THE POST OFFICE IN VENUS,
 CS2094'JOHNSON COUNTY, ALONG F.M. HIGHWAY NO.157, 1 FOOT WEST OF THE WEST
 CS2094'RIGHT-OF-WAY FENCE, 35 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF A
 CS2094'CROSS ROAD AND ACROSS THE ROAD NORTH FROM A WHITE HOUSE.  A DISK
 CS2094'STAMPED M 907 RESET 1956 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS
 CS2094'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0572 ***********************************************************************
 BM0572  DESIGNATION -  M 908
 BM0572  PID         -  BM0572
 BM0572  STATE/COUNTY-  TX/TRAVIS
 BM0572  USGS QUAD   -  MONTOPOLIS (1988)
 BM0572
 BM0572                         *CURRENT SURVEY CONTROL
 BM0572  ___________________________________________________________________
 BM0572* NAD 83(1986)-  30 12 15.     (N)    097 40 00.     (W)     SCALED    
 BM0572* NAVD 88     -       153.29   (+/-2cm)     502.9    (feet)  VERTCON   
 BM0572  ___________________________________________________________________
 BM0572  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BM0572
 BM0572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0572
 BM0572.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 BM0572
 BM0572.The horizontal coordinates were scaled from a topographic map and have
 BM0572.an estimated accuracy of +/- 6 seconds.
 BM0572
 BM0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0572.The vertical order pertains to the NGVD 29 superseded value.
 BM0572
 BM0572.The geoid height was determined by GEOID03.
 BM0572
 BM0572;                    North         East    Units  Estimated Accuracy
 BM0572;SPC TX C     - 3,062,660.      956,740.      MT  (+/- 180 meters Scaled)
 BM0572
 BM0572                          SUPERSEDED SURVEY CONTROL
 BM0572
 BM0572  NGVD 29 (??/??/92)  153.21   (m)          502.7    (f) COMPUTED    2 0
 BM0572
 BM0572.Superseded values are not recommended for survey control.
 BM0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0572.See file dsdata.txt to determine how the superseded data were derived.
 BM0572
 BM0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU283421(NAD 83)
 BM0572_MARKER: DB = BENCH MARK DISK
 BM0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0572_SP_SET: FOUNDATION
 BM0572_STAMPING: M 908 1944
 BM0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0572
 BM0572  HISTORY     - Date     Condition        Report By
 BM0572  HISTORY     - 1944     MONUMENTED       CGS
 BM0572
 BM0572                          STATION DESCRIPTION
 BM0572
 BM0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0572'8.5 MI SE FROM AUSTIN.
 BM0572'MARK IS LOCATED ABOUT 8.5 MILES SOUTH OF THE POST OFFICE IN AUSTIN IN
 BM0572'THE SOUTHEAST LEG FOUNDATION OF THE CONTROL TOWER AT BERGSTROM ARMY
 BM0572'AIR FIELD, 90 FEET NORTH OF NORTH RUNWAY, 130 WEST OF ELECTRIC SHOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0573 ***********************************************************************
 BM0573  DESIGNATION -  M 908 RESET 1953
 BM0573  PID         -  BM0573
 BM0573  STATE/COUNTY-  TX/TRAVIS
 BM0573  USGS QUAD   -  MONTOPOLIS (1988)
 BM0573
 BM0573                         *CURRENT SURVEY CONTROL
 BM0573  ___________________________________________________________________
 BM0573* NAD 83(1986)-  30 12 15.     (N)    097 40 00.     (W)     SCALED    
 BM0573* NAVD 88     -       153.66   (+/-2cm)     504.1    (feet)  VERTCON   
 BM0573  ___________________________________________________________________
 BM0573  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BM0573
 BM0573  VERT ORDER  -  THIRD (See Below)
 BM0573
 BM0573.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 BM0573
 BM0573.The horizontal coordinates were scaled from a topographic map and have
 BM0573.an estimated accuracy of +/- 6 seconds.
 BM0573
 BM0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0573.The vertical order pertains to the NGVD 29 superseded value.
 BM0573
 BM0573.The geoid height was determined by GEOID03.
 BM0573
 BM0573;                    North         East    Units  Estimated Accuracy
 BM0573;SPC TX C     - 3,062,660.      956,740.      MT  (+/- 180 meters Scaled)
 BM0573
 BM0573                          SUPERSEDED SURVEY CONTROL
 BM0573
 BM0573  NGVD 29 (01/29/03)  153.57   (m)          503.8    (f) RESET       3  
 BM0573
 BM0573.Superseded values are not recommended for survey control.
 BM0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0573.See file dsdata.txt to determine how the superseded data were derived.
 BM0573
 BM0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU283421(NAD 83)
 BM0573_MARKER: DB = BENCH MARK DISK
 BM0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0573_SP_SET: PORCH
 BM0573_STAMPING: M 908 RESET 1953
 BM0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0573
 BM0573  HISTORY     - Date     Condition        Report By
 BM0573  HISTORY     - 1953     MONUMENTED       DOD
 BM0573  HISTORY     - 1953     GOOD             NGS
 BM0573  HISTORY     - 1984     GOOD             DMA
 BM0573
 BM0573                          STATION DESCRIPTION
 BM0573
 BM0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0573'IN BERGSTROM AFB.
 BM0573'AT BERGSTROM AIR FORCE BASE, TRAVIS COUNTY, AT BASE OPERATIONS
 BM0573'BUILDING 207, AT THE SOUTH ENTRANCE, AND IN THE EAST SIDE OF THE
 BM0573'CONCRETE PORCH.  A STANDARD DISK STAMPED M 908 RESET 1953.
 BM0573
 BM0573                          STATION RECOVERY (1984)
 BM0573
 BM0573'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 BM0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1534 ***********************************************************************
 AN1534  DESIGNATION -  M 909
 AN1534  PID         -  AN1534
 AN1534  STATE/COUNTY-  TX/BEE
 AN1534  USGS QUAD   -  SKIDMORE (1979)
 AN1534
 AN1534                         *CURRENT SURVEY CONTROL
 AN1534  ___________________________________________________________________
 AN1534* NAD 83(1986)-  28 22 22.     (N)    097 39 50.     (W)     SCALED    
 AN1534* NAVD 88     -        59.43   (+/-2cm)     195.0    (feet)  VERTCON   
 AN1534  ___________________________________________________________________
 AN1534  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1534
 AN1534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1534
 AN1534.The horizontal coordinates were scaled from a topographic map and have
 AN1534.an estimated accuracy of +/- 6 seconds.
 AN1534
 AN1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1534.The vertical order pertains to the NGVD 29 superseded value.
 AN1534
 AN1534.The geoid height was determined by GEOID03.
 AN1534
 AN1534;                    North         East    Units  Estimated Accuracy
 AN1534;SPC TXSC     - 4,060,540.      730,970.      MT  (+/- 180 meters Scaled)
 AN1534
 AN1534                          SUPERSEDED SURVEY CONTROL
 AN1534
 AN1534  NGVD 29 (??/??/92)   59.439  (m)          195.01   (f) ADJ UNCH    2 0
 AN1534
 AN1534.Superseded values are not recommended for survey control.
 AN1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1534.See file dsdata.txt to determine how the superseded data were derived.
 AN1534
 AN1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS309392(NAD 83)
 AN1534_MARKER: DB = BENCH MARK DISK
 AN1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1534_SP_SET: STEP
 AN1534_STAMPING: M 909 1944
 AN1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1534
 AN1534  HISTORY     - Date     Condition        Report By
 AN1534  HISTORY     - 1944     MONUMENTED       CGS
 AN1534  HISTORY     - 19970725 GOOD             USPSQD
 AN1534
 AN1534                          STATION DESCRIPTION
 AN1534
 AN1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AN1534'IN CHASE NAVAL AUX AIR STA.
 AN1534'AT CHASE NAVAL AUXILIARY AIR STATION, BEE COUNTY, 0.7 MILE SOUTH OF
 AN1534'STATE HIGHWAY 202, AT THE ADMINISTRATION BUILDING, IN THE TOP OF THE
 AN1534'FIRST STEP AT THE SOUTH ENTRANCE, 1 FOOT NORTH OF THE SIDEWALK, 15
 AN1534'FEET NORTH OF THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD
 AN1534'DISK, STAMPED M 909 1944.
 AN1534
 AN1534                          STATION RECOVERY (1997)
 AN1534
 AN1534'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2137 ***********************************************************************
 BX2137  DESIGNATION -  M 91
 BX2137  PID         -  BX2137
 BX2137  STATE/COUNTY-  TX/SABINE
 BX2137  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2137
 BX2137                         *CURRENT SURVEY CONTROL
 BX2137  ___________________________________________________________________
 BX2137* NAD 83(1986)-  31 11 05.     (N)    093 59 22.     (W)     SCALED    
 BX2137* NAVD 88     -        48.17   (+/-2cm)     158.0    (feet)  VERTCON   
 BX2137  ___________________________________________________________________
 BX2137  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BX2137
 BX2137  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2137
 BX2137.The horizontal coordinates were scaled from a topographic map and have
 BX2137.an estimated accuracy of +/- 6 seconds.
 BX2137
 BX2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2137.The vertical order pertains to the NGVD 29 superseded value.
 BX2137
 BX2137.The geoid height was determined by GEOID03.
 BX2137
 BX2137;                    North         East    Units  Estimated Accuracy
 BX2137;SPC TX C     - 3,185,520.    1,304,300.      MT  (+/- 180 meters Scaled)
 BX2137
 BX2137                          SUPERSEDED SURVEY CONTROL
 BX2137
 BX2137  NGVD 29 (??/??/??)   48.182  (m)          158.08   (f) ADJUSTED    1 2
 BX2137
 BX2137.Superseded values are not recommended for survey control.
 BX2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2137.See file dsdata.txt to determine how the superseded data were derived.
 BX2137
 BX2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ057504(NAD 83)
 BX2137_MARKER: DB = BENCH MARK DISK
 BX2137_SETTING: 0 = UNSPECIFIED SETTING
 BX2137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2137
 BX2137  HISTORY     - Date     Condition        Report By
 BX2137  HISTORY     - UNK      MONUMENTED       CGS
 BX2137  HISTORY     - 1932     GOOD             CGS
 BX2137  HISTORY     - 1957     MARK NOT FOUND   USGS
 BX2137
 BX2137                          STATION DESCRIPTION
 BX2137
 BX2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2137'2.25 MI N FROM BROOKELAND.
 BX2137'2.25 MILES NORTH OF THE STATION AT BROOKELAND ON THE G.C. AND
 BX2137'S.F.R.R., 120 FEET WEST OF THE TRACKON THE FENCE LINE, 20 FEET EAST OF
 BX2137'THE ROAD, 130 FEET NORTHWEST OF MILE POLE NO. 93, 5 POLES NORTH OF
 BX2137'R.R. TRESTLE NO. 92 B.  NOTE-- HIGHWAY HAS BEEN WIDENED.
 BX2137
 BX2137                          STATION RECOVERY (1957)
 BX2137
 BX2137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BX2137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0611 ***********************************************************************
 DN0611  DESIGNATION -  M 910
 DN0611  PID         -  DN0611
 DN0611  STATE/COUNTY-  TX/WISE
 DN0611  USGS QUAD   -  RHOME (1972)
 DN0611
 DN0611                         *CURRENT SURVEY CONTROL
 DN0611  ___________________________________________________________________
 DN0611* NAD 83(1986)-  33 00 51.     (N)    097 25 59.     (W)     SCALED    
 DN0611* NAVD 88     -       263.535  (meters)     864.61   (feet)  ADJUSTED  
 DN0611  ___________________________________________________________________
 DN0611  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DN0611  DYNAMIC HT  -         263.224 (meters)     863.59  (feet)  COMP
 DN0611  MODELED GRAV-     979,451.3   (mgal)                       NAVD 88
 DN0611
 DN0611  VERT ORDER  -  FIRST     CLASS II
 DN0611
 DN0611.The horizontal coordinates were scaled from a topographic map and have
 DN0611.an estimated accuracy of +/- 6 seconds.
 DN0611
 DN0611.The orthometric height was determined by differential leveling
 DN0611.and adjusted by the National Geodetic Survey in June 1991..
 DN0611.WARNING-Repeat measurements at this control monument indicate possible
 DN0611.vertical movement.
 DN0611
 DN0611.The geoid height was determined by GEOID03.
 DN0611
 DN0611.The dynamic height is computed by dividing the NAVD 88
 DN0611.geopotential number by the normal gravity value computed on the
 DN0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0611.degrees latitude (g = 980.6199 gals.).
 DN0611
 DN0611.The modeled gravity was interpolated from observed gravity values.
 DN0611
 DN0611;                    North         East    Units  Estimated Accuracy
 DN0611;SPC TXNC     - 2,149,930.      699,680.      MT  (+/- 180 meters Scaled)
 DN0611
 DN0611                          SUPERSEDED SURVEY CONTROL
 DN0611
 DN0611  NGVD 29 (??/??/92)  263.540  (m)          864.63   (f) ADJ UNCH    1 2
 DN0611
 DN0611.Superseded values are not recommended for survey control.
 DN0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0611.See file dsdata.txt to determine how the superseded data were derived.
 DN0611
 DN0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB463539(NAD 83)
 DN0611_MARKER: DB = BENCH MARK DISK
 DN0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0611_SP_SET: CULVERT
 DN0611_STAMPING: M 910 1945
 DN0611_MARK LOGO: CGS   
 DN0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0611
 DN0611  HISTORY     - Date     Condition        Report By
 DN0611  HISTORY     - 1945     MONUMENTED       CGS
 DN0611  HISTORY     - 1947     GOOD             NGS
 DN0611  HISTORY     - 1957     GOOD             NGS
 DN0611  HISTORY     - 1984     GOOD             NGS
 DN0611  HISTORY     - 19990827 POOR             USPSQD
 DN0611
 DN0611                          STATION DESCRIPTION
 DN0611
 DN0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DN0611'3.5 MI SE FROM RHOME.
 DN0611'ABOUT 3.5 MILES SOUTHEAST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 DN0611'FROM THE STATION AT RHOME, ABOUT 0.2 MILE SOUTHEAST OF MILE POST 22,
 DN0611'55.0 FEET NORTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD PARALLELING
 DN0611'THE TRACK, 16.0 FEET SOUTHWEST OF AND ABOUT 12.0 FEET LOWER THAN THE
 DN0611'CENTER LINE OF THE TRACK, ON TOP OF THE NORTHWEST END OF THE SOUTHWEST
 DN0611'HEADWALL OF A CONCRETE CULVERT.  AN IRON DISK SET IN A DRILL HOLE IN
 DN0611'CONCRETE.
 DN0611
 DN0611                          STATION RECOVERY (1957)
 DN0611
 DN0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DN0611'RECOVERED IN GOOD CONDITION.
 DN0611
 DN0611                          STATION RECOVERY (1984)
 DN0611
 DN0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0611'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0611'TO REACH FOLLOWS.  5.8 KM (3.6 MI) SOUTHEASTERLY ALONG THE
 DN0611'BURLINGTON NORTHERN RAILROAD FROM ITS JUNCTION WITH 2ND STREET IN
 DN0611'RHOME.  NOTE=THIS IS AN IRON DISK AND IT HAS RUSTED AND ONLY THE 1945
 DN0611'OF THE ORIGINAL STAMPING IS LEGIBLE.  ADD= IN THE FACE OF THE MOST
 DN0611'SOUTHEASTERLY 1 OF 3 COLUMNS OF THE MOST WESTERLY 1 OF 3 PIERS OF THE
 DN0611'EAST BOUND HIGHWAY OVERPASS.
 DN0611
 DN0611                          STATION RECOVERY (1999)
 DN0611
 DN0611'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0611'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1165 ***********************************************************************
 CS1165  DESIGNATION -  M 911
 CS1165  PID         -  CS1165
 CS1165  STATE/COUNTY-  TX/DALLAS
 CS1165  USGS QUAD   -  DALLAS (1981)
 CS1165
 CS1165                         *CURRENT SURVEY CONTROL
 CS1165  ___________________________________________________________________
 CS1165* NAD 83(1986)-  32 50 22.     (N)    096 51 07.     (W)     SCALED    
 CS1165* NAVD 88     -       143.874  (meters)     472.03   (feet)  ADJUSTED  
 CS1165  ___________________________________________________________________
 CS1165  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CS1165  DYNAMIC HT  -         143.710 (meters)     471.49  (feet)  COMP
 CS1165  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 CS1165
 CS1165  VERT ORDER  -  FIRST     CLASS II
 CS1165
 CS1165.The horizontal coordinates were scaled from a topographic map and have
 CS1165.an estimated accuracy of +/- 6 seconds.
 CS1165
 CS1165.The orthometric height was determined by differential leveling
 CS1165.and adjusted by the National Geodetic Survey in June 1991..
 CS1165.WARNING-Repeat measurements at this control monument indicate possible
 CS1165.vertical movement.
 CS1165
 CS1165.The geoid height was determined by GEOID03.
 CS1165
 CS1165.The dynamic height is computed by dividing the NAVD 88
 CS1165.geopotential number by the normal gravity value computed on the
 CS1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1165.degrees latitude (g = 980.6199 gals.).
 CS1165
 CS1165.The modeled gravity was interpolated from observed gravity values.
 CS1165
 CS1165;                    North         East    Units  Estimated Accuracy
 CS1165;SPC TXNC     - 2,131,260.      754,270.      MT  (+/- 180 meters Scaled)
 CS1165
 CS1165                          SUPERSEDED SURVEY CONTROL
 CS1165
 CS1165  NGVD 29 (??/??/92)  143.891  (m)          472.08   (f) ADJ UNCH    1 2
 CS1165
 CS1165.Superseded values are not recommended for survey control.
 CS1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1165.See file dsdata.txt to determine how the superseded data were derived.
 CS1165
 CS1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB010355(NAD 83)
 CS1165_MARKER: DB = BENCH MARK DISK
 CS1165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1165_SP_SET: CONCRETE SLAB
 CS1165_STAMPING: M 911 1945
 CS1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1165
 CS1165  HISTORY     - Date     Condition        Report By
 CS1165  HISTORY     - 1945     MONUMENTED       CGS
 CS1165  HISTORY     - 1947     GOOD             NGS
 CS1165  HISTORY     - 1972     MARK NOT FOUND   NGS
 CS1165
 CS1165                          STATION DESCRIPTION
 CS1165
 CS1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1165'IN DALLAS.
 CS1165'AT LOVE FIELD, DALLAS COUNTY, ABOUT 0.1 MILE NORTHEAST ALONG GILFORD
 CS1165'AVENUE FROM DENTON ROAD (U.S. HIGHWAY 77), INSIDE GATE 3, ABOUT 100
 CS1165'FEET NORTHEAST OF A SAFEWAY STORE, ABOUT 100 FEET SOUTHWEST OF
 CS1165'BUILDING T 103, 15 FEET SOUTHWEST OF THE GUARDHOUSE, 15 FEET SOUTHEAST
 CS1165'OF THE CENTER LINE OF GILFORD AVENUE, IN THE TOP OF A 4- BY 4-FOOT
 CS1165'SLAB OF CONCRETE, AND ABOUT LEVEL WITH THE GROUND.  A STANDARD DISK,
 CS1165'STAMPED M 911 1945.
 CS1165
 CS1165                          STATION RECOVERY (1972)
 CS1165
 CS1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CS1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0335 ***********************************************************************
 BP0335  DESIGNATION -  M 912
 BP0335  PID         -  BP0335
 BP0335  STATE/COUNTY-  TX/PRESIDIO
 BP0335  USGS QUAD   -  NOPAL (1972)
 BP0335
 BP0335                         *CURRENT SURVEY CONTROL
 BP0335  ___________________________________________________________________
 BP0335* NAD 83(1986)-  30 15 41.     (N)    103 53 00.     (W)     SCALED    
 BP0335* NAVD 88     -      1479.832  (meters)    4855.08   (feet)  ADJUSTED  
 BP0335  ___________________________________________________________________
 BP0335  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 BP0335  DYNAMIC HT  -        1477.365 (meters)    4846.99  (feet)  COMP
 BP0335  MODELED GRAV-     978,922.6   (mgal)                       NAVD 88
 BP0335
 BP0335  VERT ORDER  -  FIRST     CLASS II
 BP0335
 BP0335.The horizontal coordinates were scaled from a topographic map and have
 BP0335.an estimated accuracy of +/- 6 seconds.
 BP0335
 BP0335.The orthometric height was determined by differential leveling
 BP0335.and adjusted by the National Geodetic Survey in June 1991..
 BP0335
 BP0335.The geoid height was determined by GEOID03.
 BP0335
 BP0335.The dynamic height is computed by dividing the NAVD 88
 BP0335.geopotential number by the normal gravity value computed on the
 BP0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0335.degrees latitude (g = 980.6199 gals.).
 BP0335
 BP0335.The modeled gravity was interpolated from observed gravity values.
 BP0335
 BP0335;                    North         East    Units  Estimated Accuracy
 BP0335;SPC TXSC     - 4,278,910.      130,210.      MT  (+/- 180 meters Scaled)
 BP0335
 BP0335                          SUPERSEDED SURVEY CONTROL
 BP0335
 BP0335  NGVD 29 (??/??/92) 1479.259  (m)         4853.20   (f) ADJ UNCH    1 2
 BP0335
 BP0335.Superseded values are not recommended for survey control.
 BP0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0335.See file dsdata.txt to determine how the superseded data were derived.
 BP0335
 BP0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP074482(NAD 83)
 BP0335_MARKER: DB = BENCH MARK DISK
 BP0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0335_SP_SET: CONCRETE BLOCK
 BP0335_STAMPING: M 912 1945
 BP0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0335
 BP0335  HISTORY     - Date     Condition        Report By
 BP0335  HISTORY     - 1945     MONUMENTED       CGS
 BP0335  HISTORY     - 1957     GOOD             NGS
 BP0335  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0335
 BP0335                          STATION DESCRIPTION
 BP0335
 BP0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0335'10.05 MI E FROM MARFA.
 BP0335'ABOUT 9.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0335'STATION AT MARFA, THENCE 0.55 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE
 BP0335'0.4 MILE SOUTH-SOUTHWEST ALONG AN ASPHALT ROAD, IN THE TOP OF THE
 BP0335'NORTH CORNER OF A 3X3-FOOT CONCRETE BLOCK WHICH USED TO BE A STAIRWAY
 BP0335'LANDING TO THE CONTROL TOWER, 0.5 MILE SOUTHEAST OF THE LARGEST ONE OF
 BP0335'THREE HANGARS, 0.4 MILE SOUTH-SOUTHWEST OF A LONG STUCCO BUILDING,
 BP0335'ABOUT 145 YARDS SOUTH-SOUTHWEST OF A STEEL GATE ACROSS THE ASPHALT
 BP0335'ROAD, 448 FEET SOUTH OF A SMALL STUCCO BUILDING, 242 FEET
 BP0335'SOUTH-SOUTHEAST OF A TRANSFORMER POLE, 89 FEET NORTHEAST OF THE
 BP0335'NORTHEAST EDGE OF A CONCRETE TAXIWAY, AND PROJECTING 6 INCHES ABOVE
 BP0335'THE GROUND.
 BP0335
 BP0335                          STATION RECOVERY (1981)
 BP0335
 BP0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0335'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0554 ***********************************************************************
 CU0554  DESIGNATION -  M 913
 CU0554  PID         -  CU0554
 CU0554  STATE/COUNTY-  TX/HOWARD
 CU0554  USGS QUAD   -  IATAN (1978)
 CU0554
 CU0554                         *CURRENT SURVEY CONTROL
 CU0554  ___________________________________________________________________
 CU0554* NAD 83(1986)-  32 19 07.     (N)    101 12 27.     (W)     SCALED    
 CU0554* NAVD 88     -       700.646  (meters)    2298.70   (feet)  ADJUSTED  
 CU0554  ___________________________________________________________________
 CU0554  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CU0554  DYNAMIC HT  -         699.700 (meters)    2295.60  (feet)  COMP
 CU0554  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 CU0554
 CU0554  VERT ORDER  -  FIRST     CLASS II
 CU0554
 CU0554.The horizontal coordinates were scaled from a topographic map and have
 CU0554.an estimated accuracy of +/- 6 seconds.
 CU0554
 CU0554.The orthometric height was determined by differential leveling
 CU0554.and adjusted by the National Geodetic Survey in June 1991..
 CU0554
 CU0554.The geoid height was determined by GEOID03.
 CU0554
 CU0554.The dynamic height is computed by dividing the NAVD 88
 CU0554.geopotential number by the normal gravity value computed on the
 CU0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0554.degrees latitude (g = 980.6199 gals.).
 CU0554
 CU0554.The modeled gravity was interpolated from observed gravity values.
 CU0554
 CU0554;                    North         East    Units  Estimated Accuracy
 CU0554;SPC TXNC     - 2,075,580.      345,090.      MT  (+/- 180 meters Scaled)
 CU0554
 CU0554                          SUPERSEDED SURVEY CONTROL
 CU0554
 CU0554  NGVD 29 (??/??/92)  700.402  (m)         2297.90   (f) ADJ UNCH    1 2
 CU0554
 CU0554.Superseded values are not recommended for survey control.
 CU0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0554.See file dsdata.txt to determine how the superseded data were derived.
 CU0554
 CU0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA921778(NAD 83)
 CU0554_MARKER: DB = BENCH MARK DISK
 CU0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0554_SP_SET: 20 FT
 CU0554_STAMPING: M 913 1956
 CU0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0554
 CU0554  HISTORY     - Date     Condition        Report By
 CU0554  HISTORY     - 1956     MONUMENTED       CGS
 CU0554
 CU0554                          STATION DESCRIPTION
 CU0554
 CU0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0554'6.15 MI NE FROM COAHOMA.
 CU0554'6.15 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0554'STATION AT COAHOMA, 0.2 MILE NORTHEAST OF THE OVERPASS OF OLD U.S.
 CU0554'HIGHWAY 80, 4 1/2 POLES NORTHEAST OF MILEPOST 497, 95 FEET NORTHWEST
 CU0554'OF THE NORTHWEST RAIL, 25 FEET SOUTHEAST OF THE CENTER LINE OF OLD
 CU0554'U.S. HIGHWAY 80, 2.2 FEET NORTHWEST OF A FENCE, 2.8 FEET WEST OF A
 CU0554'WITNESS POST, 563 FEET NORTHEAST OF BENCH MARK L 913, CLAMPED ON THE
 CU0554'TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 20 FEET IN
 CU0554'THE GROUND, INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.5 FOOT
 CU0554'ABOVE THE GROUND, 6 FEET BELOW THE TOP OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0652 ***********************************************************************
 DN0652  DESIGNATION -  M 914
 DN0652  PID         -  DN0652
 DN0652  STATE/COUNTY-  TX/DENTON
 DN0652  USGS QUAD   -  SANGER (1978)
 DN0652
 DN0652                         *CURRENT SURVEY CONTROL
 DN0652  ___________________________________________________________________
 DN0652* NAD 83(1986)-  33 15 54.     (N)    097 08 00.     (W)     SCALED    
 DN0652* NAVD 88     -       210.579  (meters)     690.87   (feet)  ADJUSTED  
 DN0652  ___________________________________________________________________
 DN0652  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DN0652  DYNAMIC HT  -         210.347 (meters)     690.11  (feet)  COMP
 DN0652  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 DN0652
 DN0652  VERT ORDER  -  SECOND    CLASS 0
 DN0652
 DN0652.The horizontal coordinates were scaled from a topographic map and have
 DN0652.an estimated accuracy of +/- 6 seconds.
 DN0652
 DN0652.The orthometric height was determined by differential leveling
 DN0652.and adjusted by the National Geodetic Survey in June 1991..
 DN0652
 DN0652.The geoid height was determined by GEOID03.
 DN0652
 DN0652.The dynamic height is computed by dividing the NAVD 88
 DN0652.geopotential number by the normal gravity value computed on the
 DN0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0652.degrees latitude (g = 980.6199 gals.).
 DN0652
 DN0652.The modeled gravity was interpolated from observed gravity values.
 DN0652
 DN0652;                    North         East    Units  Estimated Accuracy
 DN0652;SPC TXNC     - 2,178,070.      727,320.      MT  (+/- 180 meters Scaled)
 DN0652
 DN0652                          SUPERSEDED SURVEY CONTROL
 DN0652
 DN0652  NGVD 29 (??/??/92)  210.563  (m)          690.82   (f) ADJ UNCH    2 0
 DN0652
 DN0652.Superseded values are not recommended for survey control.
 DN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0652.See file dsdata.txt to determine how the superseded data were derived.
 DN0652
 DN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB738822(NAD 83)
 DN0652_MARKER: DB = BENCH MARK DISK
 DN0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0652_STAMPING: M 914 1946
 DN0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0652+STABILITY: SURFACE MOTION
 DN0652
 DN0652  HISTORY     - Date     Condition        Report By
 DN0652  HISTORY     - 1946     MONUMENTED       CGS
 DN0652  HISTORY     - 1960     GOOD             NGS
 DN0652  HISTORY     - 19950630 POOR             USPSQD
 DN0652  HISTORY     - 19980214 POOR             USPSQD
 DN0652
 DN0652                          STATION DESCRIPTION
 DN0652
 DN0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0652'3.3 MI N FROM DENTON.
 DN0652'3.3 MILES NORTH OF THE COURTHOUSE IN DENTON, AND ABOUT 0.1 MILE WEST
 DN0652'OF F.M. ROAD NO.2164, AT THE SITE OF THE OLD COLLEGE AIRPORT, NOW A
 DN0652'PASTURE AND AN OLD METAL BUILDING USED FOR A RANCH BUILDING.  THE MARK
 DN0652'IS 21 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD RED BARN, AN
 DN0652'OLD HANGAR, A STANDARD DISK STAMPED M 914 1946 IN A CONCRETE POST
 DN0652'WHICH PROJECTS ABOUT 2 INCHES.  IT IS AT THE OPPOSITE CORNER OF THE
 DN0652'BUILDING FROM B.M.A 950.
 DN0652
 DN0652                          STATION RECOVERY (1995)
 DN0652
 DN0652'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0652'MARK RECOVERED IN POOR CONDITION.
 DN0652
 DN0652                          STATION RECOVERY (1998)
 DN0652
 DN0652'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0652'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1244 ***********************************************************************
 AY1244  DESIGNATION -  M 915
 AY1244  PID         -  AY1244
 AY1244  STATE/COUNTY-  TX/MEDINA
 AY1244  USGS QUAD   -  HONDO (1982)
 AY1244
 AY1244                         *CURRENT SURVEY CONTROL
 AY1244  ___________________________________________________________________
 AY1244* NAD 83(1986)-  29 20 29.     (N)    099 11 58.     (W)     SCALED    
 AY1244* NAVD 88     -       274.685  (meters)     901.20   (feet)  POSTED    
 AY1244  ___________________________________________________________________
 AY1244  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AY1244  DYNAMIC HT  -         274.290 (meters)     899.90  (feet)  COMP
 AY1244  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AY1244
 AY1244  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1244
 AY1244.The horizontal coordinates were scaled from a topographic map and have
 AY1244.an estimated accuracy of +/- 6 seconds.
 AY1244
 AY1244.The orthometric height was determined by differential leveling
 AY1244.and adjusted by the National Geodetic Survey in 1992..
 AY1244.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1244.rate of 0.0 thru 1.0 mm/km.
 AY1244
 AY1244.The geoid height was determined by GEOID03.
 AY1244
 AY1244.The dynamic height is computed by dividing the NAVD 88
 AY1244.geopotential number by the normal gravity value computed on the
 AY1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1244.degrees latitude (g = 980.6199 gals.).
 AY1244
 AY1244.The modeled gravity was interpolated from observed gravity values.
 AY1244
 AY1244;                    North         East    Units  Estimated Accuracy
 AY1244;SPC TXSC     - 4,167,150.      580,630.      MT  (+/- 180 meters Scaled)
 AY1244
 AY1244                          SUPERSEDED SURVEY CONTROL
 AY1244
 AY1244  NGVD 29 (??/??/92)  274.563  (m)          900.80   (f) ADJ UNCH    1 2
 AY1244
 AY1244.Superseded values are not recommended for survey control.
 AY1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1244.See file dsdata.txt to determine how the superseded data were derived.
 AY1244
 AY1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT806458(NAD 83)
 AY1244_MARKER: DB = BENCH MARK DISK
 AY1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1244_STAMPING: M 915 1944
 AY1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1244+STABILITY: SURFACE MOTION
 AY1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1244+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1244
 AY1244  HISTORY     - Date     Condition        Report By
 AY1244  HISTORY     - 1944     MONUMENTED       CGS
 AY1244  HISTORY     - 1957     GOOD             NGS
 AY1244  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1244  HISTORY     - 19880821 MARK NOT FOUND   USPSQD
 AY1244  HISTORY     - 19950427 GOOD             USPSQD
 AY1244  HISTORY     - 19950518 GOOD             USPSQD
 AY1244  HISTORY     - 20011113 GOOD             USPSQD
 AY1244  HISTORY     - 20050521 GOOD             USPSQD
 AY1244
 AY1244                          STATION DESCRIPTION
 AY1244
 AY1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1244'3.5 MI W FROM HONDO.
 AY1244'ABOUT 3.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1244'STATION AT HONDO, 74 FEET WEST OF THE SECOND POLE WEST OF MILE POST
 AY1244'262, 40 FEET SOUTH OF THE SOUTH RAIL, 19 FEET EAST OF THE CENTER LINE
 AY1244'OF A CROSS ROAD, 49 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 2
 AY1244'FEET NORTH OF THE FENCE, 1.6 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 AY1244'POST, ABOUT 2 1/2 FEET BELOW THE TOP OF THE RAIL AND IN THE TOP OF A
 AY1244'CONCRETE POST WHICH PROJECTS 8 INCHES.
 AY1244
 AY1244                          STATION RECOVERY (1982)
 AY1244
 AY1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1244'MARK NOT RECOVERED THIS DATE, PROBABLY TAKEN OUT BY RAILROAD
 AY1244'EQUIPMENT.
 AY1244
 AY1244                          STATION RECOVERY (1988)
 AY1244
 AY1244'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1244'MARK NOT FOUND.
 AY1244
 AY1244                          STATION RECOVERY (1995)
 AY1244
 AY1244'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1244'RECOVERED IN GOOD CONDITION.
 AY1244
 AY1244                          STATION RECOVERY (1995)
 AY1244
 AY1244'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1244'RECOVERED IN GOOD CONDITION.
 AY1244
 AY1244                          STATION RECOVERY (2001)
 AY1244
 AY1244'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1244'RECOVERED IN GOOD CONDITION.
 AY1244
 AY1244                          STATION RECOVERY (2005)
 AY1244
 AY1244'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0172 ***********************************************************************
 CB0172  DESIGNATION -  M 917
 CB0172  PID         -  CB0172
 CB0172  STATE/COUNTY-  TX/TOM GREEN
 CB0172  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0172
 CB0172                         *CURRENT SURVEY CONTROL
 CB0172  ___________________________________________________________________
 CB0172* NAD 83(1986)-  31 21 34.     (N)    100 30 09.     (W)     SCALED    
 CB0172* NAVD 88     -       580.083  (meters)    1903.16   (feet)  ADJUSTED  
 CB0172  ___________________________________________________________________
 CB0172  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CB0172  DYNAMIC HT  -         579.283 (meters)    1900.53  (feet)  COMP
 CB0172  MODELED GRAV-     979,242.6   (mgal)                       NAVD 88
 CB0172
 CB0172  VERT ORDER  -  FIRST     CLASS II
 CB0172
 CB0172.This mark is at Mathis Fld (SJT) Airport (SJT)
 CB0172
 CB0172.The horizontal coordinates were scaled from a topographic map and have
 CB0172.an estimated accuracy of +/- 6 seconds.
 CB0172
 CB0172.The orthometric height was determined by differential leveling
 CB0172.and adjusted by the National Geodetic Survey in June 1991..
 CB0172
 CB0172.The geoid height was determined by GEOID03.
 CB0172
 CB0172.The dynamic height is computed by dividing the NAVD 88
 CB0172.geopotential number by the normal gravity value computed on the
 CB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0172.degrees latitude (g = 980.6199 gals.).
 CB0172
 CB0172.The modeled gravity was interpolated from observed gravity values.
 CB0172
 CB0172;                    North         East    Units  Estimated Accuracy
 CB0172;SPC TX C     - 3,187,670.      683,910.      MT  (+/- 180 meters Scaled)
 CB0172
 CB0172                          SUPERSEDED SURVEY CONTROL
 CB0172
 CB0172  NGVD 29 (??/??/92)  579.912  (m)         1902.59   (f) ADJ UNCH    1 2
 CB0172
 CB0172.Superseded values are not recommended for survey control.
 CB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0172.See file dsdata.txt to determine how the superseded data were derived.
 CB0172
 CB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV570704(NAD 83)
 CB0172_MARKER: DB = BENCH MARK DISK
 CB0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0172_SP_SET: FOOTING
 CB0172_STAMPING: M-917 1945
 CB0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0172
 CB0172  HISTORY     - Date     Condition        Report By
 CB0172  HISTORY     - 1945     MONUMENTED       CGS
 CB0172  HISTORY     - 1954     GOOD             NGS
 CB0172  HISTORY     - 1981     GOOD             NGS
 CB0172
 CB0172                          STATION DESCRIPTION
 CB0172
 CB0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CB0172'8.6 MI SW FROM SAN ANGELO.
 CB0172'AT THE SAN ANGELO ARMY AIR FIELD (ALSO KNOWN AS THE CONCHO AIR FIELD)
 CB0172'8.6 MILE SOUTHWEST ALONG PAVED ROAD BETWEEN SAN ANGELO AND TANKERSKY
 CB0172'FROM THE PANHANDLE AND SANTA FE RAILWAY STATION AT SAN ANGELO. 0.5
 CB0172'MILE EAST OF THE WEST ENTRANCE, 0.35 MILE SOUTH OF THE CONTINENTAL AIR
 CB0172'LINE OPERATION OFFICE, 80 FEET WEST OF RAMP, IN THE CONCRETE
 CB0172'FOUNDATION FOOTING OF THE NORTHWEST LEG OF THE CONTROL TOWER..
 CB0172
 CB0172                          STATION RECOVERY (1954)
 CB0172
 CB0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CB0172'RECOVERED IN GOOD CONDITION.
 CB0172
 CB0172                          STATION RECOVERY (1981)
 CB0172
 CB0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0645 ***********************************************************************
 CU0645  DESIGNATION -  M 918
 CU0645  PID         -  CU0645
 CU0645  STATE/COUNTY-  TX/HOWARD
 CU0645  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU0645
 CU0645                         *CURRENT SURVEY CONTROL
 CU0645  ___________________________________________________________________
 CU0645* NAD 83(1986)-  32 14 59.     (N)    101 30 00.     (W)     SCALED    
 CU0645* NAVD 88     -       772.104  (meters)    2533.14   (feet)  ADJUSTED  
 CU0645  ___________________________________________________________________
 CU0645  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CU0645  DYNAMIC HT  -         771.044 (meters)    2529.67  (feet)  COMP
 CU0645  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 CU0645
 CU0645  VERT ORDER  -  FIRST     CLASS II
 CU0645
 CU0645.This mark is at Big Spring Mcmahon-Wrinkle (21XS) Airport (21XS)
 CU0645
 CU0645.The horizontal coordinates were scaled from a topographic map and have
 CU0645.an estimated accuracy of +/- 6 seconds.
 CU0645
 CU0645.The orthometric height was determined by differential leveling
 CU0645.and adjusted by the National Geodetic Survey in June 1991..
 CU0645
 CU0645.The geoid height was determined by GEOID03.
 CU0645
 CU0645.The dynamic height is computed by dividing the NAVD 88
 CU0645.geopotential number by the normal gravity value computed on the
 CU0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0645.degrees latitude (g = 980.6199 gals.).
 CU0645
 CU0645.The modeled gravity was interpolated from observed gravity values.
 CU0645
 CU0645;                    North         East    Units  Estimated Accuracy
 CU0645;SPC TXNC     - 2,068,690.      317,340.      MT  (+/- 180 meters Scaled)
 CU0645
 CU0645                          SUPERSEDED SURVEY CONTROL
 CU0645
 CU0645  NGVD 29 (??/??/92)  771.835  (m)         2532.26   (f) ADJ UNCH    1 2
 CU0645
 CU0645.Superseded values are not recommended for survey control.
 CU0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0645.See file dsdata.txt to determine how the superseded data were derived.
 CU0645
 CU0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA644708(NAD 83)
 CU0645_MARKER: DB = BENCH MARK DISK
 CU0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0645_SP_SET: BUILDING
 CU0645_STAMPING: M 918 1945
 CU0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0645
 CU0645  HISTORY     - Date     Condition        Report By
 CU0645  HISTORY     - 1945     MONUMENTED       CGS
 CU0645  HISTORY     - 1958     GOOD             NGS
 CU0645  HISTORY     - 1966     MARK NOT FOUND   USGS
 CU0645
 CU0645                          STATION DESCRIPTION
 CU0645
 CU0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0645'3.0 MI W FROM BIG SPRING.
 CU0645'3.0 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CU0645'BIG SPRING, IN THE TOP OF THE CONCRETE PAVEMENT ON THE SOUTHEAST SIDE
 CU0645'OF THE WEBB AIR FORCE BASE TERMINAL BUILDING, 122 FEET SOUTHEAST OF
 CU0645'THE CENTER LINE OF THE HIGHWAY, 21 1/2 FEET NORTHWEST OF THE NORTHWEST
 CU0645'FENCE AROUND THE AIR BASE, 17 FEET NORTHEAST OF THE SOUTHWEST CORNER
 CU0645'OF THE TERMINAL BUILDING, 8 1/2 FEET SOUTHWEST OF THE CENTER OF THE
 CU0645'SOUTHEAST DOORWAY OF THE BUILDING, 1 FOOT SOUTHEAST OF THE SOUTHEAST
 CU0645'WALL OF THE BUILDING, AND LEVEL WITH THE PAVEMENT.
 CU0645
 CU0645                          STATION RECOVERY (1966)
 CU0645
 CU0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0103 ***********************************************************************
 AH0103  DESIGNATION -  M 919
 AH0103  PID         -  AH0103
 AH0103  STATE/COUNTY-  TX/NUECES
 AH0103  USGS QUAD   -  ANNAVILLE (1975)
 AH0103
 AH0103                         *CURRENT SURVEY CONTROL
 AH0103  ___________________________________________________________________
 AH0103* NAD 83(1986)-  27 46 38.     (N)    097 37 10.     (W)     SCALED    
 AH0103* NAVD 88     -        20.13   (+/-2cm)      66.0    (feet)  VERTCON   
 AH0103  ___________________________________________________________________
 AH0103  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0103
 AH0103  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0103
 AH0103.The horizontal coordinates were scaled from a topographic map and have
 AH0103.an estimated accuracy of +/- 6 seconds.
 AH0103
 AH0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0103.The vertical order pertains to the NGVD 29 superseded value.
 AH0103
 AH0103.The geoid height was determined by GEOID03.
 AH0103
 AH0103;                    North         East    Units  Estimated Accuracy
 AH0103;SPC TX S     - 5,234,140.      386,790.      MT  (+/- 180 meters Scaled)
 AH0103
 AH0103                          SUPERSEDED SURVEY CONTROL
 AH0103
 AH0103  NGVD 29 (??/??/92)   20.248  (m)           66.43   (f) ADJ UNCH    1 2
 AH0103
 AH0103.Superseded values are not recommended for survey control.
 AH0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0103.See file dsdata.txt to determine how the superseded data were derived.
 AH0103
 AH0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR360732(NAD 83)
 AH0103_MARKER: DB = BENCH MARK DISK
 AH0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0103_STAMPING: M 919 1945
 AH0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0103+STABILITY: SURFACE MOTION
 AH0103
 AH0103  HISTORY     - Date     Condition        Report By
 AH0103  HISTORY     - 1945     MONUMENTED       CGS
 AH0103  HISTORY     - 1950     GOOD             NGS
 AH0103  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0103  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0103  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH0103
 AH0103                          STATION DESCRIPTION
 AH0103
 AH0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0103'3.0 MI SE FROM ROBSTOWN.
 AH0103'2.6 MILES EAST ALONG STATE HIGHWAY 44 FROM THE ST. LOUIS, BROWNSVILLE
 AH0103'AND MEXICO RAILROAD STATION AT ROBSTOWN, THENCE 0.4 MILE SOUTH ALONG
 AH0103'AN OILED ROAD, AT THE NORTHEAST CORNER OF U.S. NAVAL AUXILIARY AIR
 AH0103'FIELD 31, 37 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD 36
 AH0103'FEET NORTH OF A TELEPHONE POLE, 4 FEET WEST OF A CONCRETE HIGHWAY
 AH0103'RIGHT OF WAY MARKER POST, SET IN THE TOP OF A TEXAS F.A.P. 3E STATION
 AH0103'21+50 CONCRETE POST WHICH PROJECTS 1.5 FEET ABOVE THE GROUND.  NOTE--
 AH0103'U. S. NAVAL AUXILIARY AIR FIELD 31 HAS BEEN ABANDONED AND IS NOW UNDER
 AH0103'CULTIVATION.
 AH0103
 AH0103                          STATION RECOVERY (1959)
 AH0103
 AH0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0103'MARK NOT FOUND.
 AH0103
 AH0103                          STATION RECOVERY (1978)
 AH0103
 AH0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0103'NOT RECOVERED THIS DATE.
 AH0103
 AH0103                          STATION RECOVERY (2001)
 AH0103
 AH0103'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0020 ***********************************************************************
 BY0020  DESIGNATION -  M 92
 BY0020  PID         -  BY0020
 BY0020  STATE/COUNTY-  TX/SHELBY
 BY0020  USGS QUAD   -  CENTER (1984)
 BY0020
 BY0020                         *CURRENT SURVEY CONTROL
 BY0020  ___________________________________________________________________
 BY0020* NAD 83(1986)-  31 45 40.     (N)    094 09 12.     (W)     SCALED    
 BY0020* NAVD 88     -        82.42   (+/-2cm)     270.4    (feet)  VERTCON   
 BY0020  ___________________________________________________________________
 BY0020  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY0020
 BY0020  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0020
 BY0020.The horizontal coordinates were scaled from a topographic map and have
 BY0020.an estimated accuracy of +/- 6 seconds.
 BY0020
 BY0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0020.The vertical order pertains to the NGVD 29 superseded value.
 BY0020
 BY0020.The geoid height was determined by GEOID03.
 BY0020
 BY0020;                    North         East    Units  Estimated Accuracy
 BY0020;SPC TX C     - 3,248,450.    1,285,160.      MT  (+/- 180 meters Scaled)
 BY0020
 BY0020                          SUPERSEDED SURVEY CONTROL
 BY0020
 BY0020  NGVD 29 (??/??/92)   82.459  (m)          270.53   (f) ADJ UNCH    1 2
 BY0020
 BY0020.Superseded values are not recommended for survey control.
 BY0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0020.See file dsdata.txt to determine how the superseded data were derived.
 BY0020
 BY0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR907145(NAD 83)
 BY0020_MARKER: DB = BENCH MARK DISK
 BY0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0020+STABILITY: SURFACE MOTION
 BY0020
 BY0020  HISTORY     - Date     Condition        Report By
 BY0020  HISTORY     - UNK      MONUMENTED       CGS
 BY0020  HISTORY     - 1932     GOOD             NGS
 BY0020  HISTORY     - 1934     MARK NOT FOUND   NGS
 BY0020  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0020  HISTORY     - 1980     MARK NOT FOUND   USGS
 BY0020
 BY0020                          STATION DESCRIPTION
 BY0020
 BY0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0020'2.4 MI S FROM CENTER.
 BY0020'2.4 MILES SOUTH OF THE STATION AT CENTER ON THE G.C. AND S.F.R.R., 25
 BY0020'FEET EAST OF THE TRACK, 30 FEET SOUTH OF GATE TO PRIVATE ROAD AND
 BY0020'GRADE CROSSING, 15 FEET WEST OF THE FENCE LINE, 30 FEET NORTHWEST OF
 BY0020'TELEGRAPH POLE, 4 RAILS NORTH OF CULVERT NO. 137-A.
 BY0020
 BY0020                          STATION RECOVERY (1934)
 BY0020
 BY0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0020'MARK NOT FOUND.
 BY0020
 BY0020                          STATION RECOVERY (1979)
 BY0020
 BY0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0020'MARK NOT FOUND.
 BY0020
 BY0020                          STATION RECOVERY (1980)
 BY0020
 BY0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0360 ***********************************************************************
 AH0360  DESIGNATION -  M 920
 AH0360  PID         -  AH0360
 AH0360  STATE/COUNTY-  TX/NUECES
 AH0360  USGS QUAD   -  OSO CREEK NW (1975)
 AH0360
 AH0360                         *CURRENT SURVEY CONTROL
 AH0360  ___________________________________________________________________
 AH0360* NAD 83(1986)-  27 39 06.     (N)    097 27 39.     (W)     SCALED    
 AH0360* NAVD 88     -         9.156  (meters)      30.04   (feet)  ADJUSTED  
 AH0360  ___________________________________________________________________
 AH0360  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH0360  DYNAMIC HT  -           9.142 (meters)      29.99  (feet)  COMP
 AH0360  MODELED GRAV-     979,120.9   (mgal)                       NAVD 88
 AH0360
 AH0360  VERT ORDER  -  SECOND    CLASS 0
 AH0360
 AH0360.The horizontal coordinates were scaled from a topographic map and have
 AH0360.an estimated accuracy of +/- 6 seconds.
 AH0360
 AH0360.The orthometric height was determined by differential leveling
 AH0360.and adjusted by the National Geodetic Survey in June 1991..
 AH0360
 AH0360.The geoid height was determined by GEOID03.
 AH0360
 AH0360.The dynamic height is computed by dividing the NAVD 88
 AH0360.geopotential number by the normal gravity value computed on the
 AH0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0360.degrees latitude (g = 980.6199 gals.).
 AH0360
 AH0360.The modeled gravity was interpolated from observed gravity values.
 AH0360
 AH0360;                    North         East    Units  Estimated Accuracy
 AH0360;SPC TX S     - 5,220,350.      402,540.      MT  (+/- 180 meters Scaled)
 AH0360
 AH0360                          SUPERSEDED SURVEY CONTROL
 AH0360
 AH0360  NGVD 29 (??/??/92)    9.321  (m)           30.58   (f) ADJ UNCH    2 0
 AH0360
 AH0360.Superseded values are not recommended for survey control.
 AH0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0360.See file dsdata.txt to determine how the superseded data were derived.
 AH0360
 AH0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR518595(NAD 83)
 AH0360_MARKER: DB = BENCH MARK DISK
 AH0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0360_SP_SET: CULVERT
 AH0360_STAMPING: M 920 1945
 AH0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0360+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2001
 AH0360
 AH0360  HISTORY     - Date     Condition        Report By
 AH0360  HISTORY     - 1945     MONUMENTED       CGS
 AH0360  HISTORY     - 1949     GOOD             NGS
 AH0360  HISTORY     - 1966     GOOD             BOR
 AH0360  HISTORY     - 1984     GOOD             USPSQD
 AH0360  HISTORY     - 20010728 GOOD             USPSQD
 AH0360
 AH0360                          STATION DESCRIPTION
 AH0360
 AH0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0360'4.4 MI N FROM CHAPMAN RANCH.
 AH0360'4.4 MILES NORTH ALONG STATE HIGHWAY 286 FROM CHAPMAN RANCH
 AH0360'HEADQUARTERS, NUECES COUNTY, THENCE 0.4 MILE WEST ALONG A PAVED ROAD.
 AH0360'1.0 MILE EAST OF OUTLYING FIELD 20, 21 FEET SOUTH OF THE CENTERLINE OF
 AH0360'THE ROAD, AT A LARGE CONCRETE CULVERT, AND IN THE TOP OF THE SOUTH
 AH0360'HEAD WALL.  AN IRON DISK, STAMPED M 920 1945.
 AH0360
 AH0360                          STATION RECOVERY (1966)
 AH0360
 AH0360'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0360'RECOVERED IN GOOD CONDITION.
 AH0360
 AH0360                          STATION RECOVERY (1984)
 AH0360
 AH0360'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0360'RECOVERED IN GOOD CONDITION.
 AH0360
 AH0360                          STATION RECOVERY (2001)
 AH0360
 AH0360'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0411 ***********************************************************************
 DN0411  DESIGNATION -  M 921
 DN0411  PID         -  DN0411
 DN0411  STATE/COUNTY-  TX/COLLIN
 DN0411  USGS QUAD   -  HEBRON (1981)
 DN0411
 DN0411                         *CURRENT SURVEY CONTROL
 DN0411  ___________________________________________________________________
 DN0411* NAD 83(1986)-  33 00 35.     (N)    096 46 00.     (W)     SCALED    
 DN0411* NAVD 88     -       220.261  (meters)     722.64   (feet)  ADJUSTED  
 DN0411  ___________________________________________________________________
 DN0411  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DN0411  DYNAMIC HT  -         220.013 (meters)     721.83  (feet)  COMP
 DN0411  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 DN0411
 DN0411  VERT ORDER  -  SECOND    CLASS 0
 DN0411
 DN0411.The horizontal coordinates were scaled from a topographic map and have
 DN0411.an estimated accuracy of +/- 6 seconds.
 DN0411
 DN0411.The orthometric height was determined by differential leveling
 DN0411.and adjusted by the National Geodetic Survey in June 1991..
 DN0411
 DN0411.The geoid height was determined by GEOID03.
 DN0411
 DN0411.The dynamic height is computed by dividing the NAVD 88
 DN0411.geopotential number by the normal gravity value computed on the
 DN0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0411.degrees latitude (g = 980.6199 gals.).
 DN0411
 DN0411.The modeled gravity was interpolated from observed gravity values.
 DN0411
 DN0411;                    North         East    Units  Estimated Accuracy
 DN0411;SPC TXNC     - 2,150,270.      761,940.      MT  (+/- 180 meters Scaled)
 DN0411
 DN0411                          SUPERSEDED SURVEY CONTROL
 DN0411
 DN0411  NGVD 29 (??/??/92)  220.258  (m)          722.63   (f) ADJ UNCH    2 0
 DN0411
 DN0411.Superseded values are not recommended for survey control.
 DN0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0411.See file dsdata.txt to determine how the superseded data were derived.
 DN0411
 DN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB086545(NAD 83)
 DN0411_MARKER: DB = BENCH MARK DISK
 DN0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0411_STAMPING: M 921 1946
 DN0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0411+STABILITY: SURFACE MOTION
 DN0411
 DN0411  HISTORY     - Date     Condition        Report By
 DN0411  HISTORY     - 1946     MONUMENTED       CGS
 DN0411  HISTORY     - 1959     GOOD             NGS
 DN0411  HISTORY     - 19910704 MARK NOT FOUND   USPSQD
 DN0411  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0411
 DN0411                          STATION DESCRIPTION
 DN0411
 DN0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0411'2.1 MI N FROM RENNER.
 DN0411'2.1 MILES NORTH FROM RENNER, ALONG A BLACKTOP ROAD, 31 FEET EAST OF
 DN0411'THE CENTERLINE OF THE ROAD, IN THE TELEPHONE POLE LINE AND 5 FEET
 DN0411'NORTH OF DOUBLE BRACED POLES.  IT IS 21 FEET SOUTHWEST OF AN OLD OPEN
 DN0411'WELL AT A LONE FARM SHACK.  IT IS 0.2 MILE NORTH OF AN RR. XING.  A
 DN0411'STANDARD DISK STAMPED M 921 1946 IN A CONCRETE POST WHICH PROJECTS
 DN0411'ABOUT 10 INCHES.
 DN0411
 DN0411                          STATION RECOVERY (1991)
 DN0411
 DN0411'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0411'MARK NOT FOUND.
 DN0411
 DN0411                          STATION RECOVERY (2005)
 DN0411
 DN0411'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0410 ***********************************************************************
 DN0410  DESIGNATION -  M 923
 DN0410  PID         -  DN0410
 DN0410  STATE/COUNTY-  TX/COLLIN
 DN0410  USGS QUAD   -  PLANO (1973)
 DN0410
 DN0410                         *CURRENT SURVEY CONTROL
 DN0410  ___________________________________________________________________
 DN0410* NAD 83(1986)-  33 00 20.     (N)    096 41 57.     (W)     SCALED    
 DN0410* NAVD 88     -       190.849  (meters)     626.14   (feet)  ADJUSTED  
 DN0410  ___________________________________________________________________
 DN0410  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DN0410  DYNAMIC HT  -         190.637 (meters)     625.45  (feet)  COMP
 DN0410  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 DN0410
 DN0410  VERT ORDER  -  SECOND    CLASS 0
 DN0410
 DN0410.The horizontal coordinates were scaled from a topographic map and have
 DN0410.an estimated accuracy of +/- 6 seconds.
 DN0410
 DN0410.The orthometric height was determined by differential leveling
 DN0410.and adjusted by the National Geodetic Survey in June 1991..
 DN0410
 DN0410.The geoid height was determined by GEOID03.
 DN0410
 DN0410.The dynamic height is computed by dividing the NAVD 88
 DN0410.geopotential number by the normal gravity value computed on the
 DN0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0410.degrees latitude (g = 980.6199 gals.).
 DN0410
 DN0410.The modeled gravity was interpolated from observed gravity values.
 DN0410
 DN0410;                    North         East    Units  Estimated Accuracy
 DN0410;SPC TXNC     - 2,149,910.      768,250.      MT  (+/- 180 meters Scaled)
 DN0410
 DN0410                          SUPERSEDED SURVEY CONTROL
 DN0410
 DN0410  NGVD 29 (??/??/92)  190.855  (m)          626.16   (f) ADJ UNCH    2 0
 DN0410
 DN0410.Superseded values are not recommended for survey control.
 DN0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0410.See file dsdata.txt to determine how the superseded data were derived.
 DN0410
 DN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB149542(NAD 83)
 DN0410_MARKER: DB = BENCH MARK DISK
 DN0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0410_SP_SET: CULVERT
 DN0410_STAMPING: M 923 1946
 DN0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0410
 DN0410  HISTORY     - Date     Condition        Report By
 DN0410  HISTORY     - 1946     MONUMENTED       CGS
 DN0410  HISTORY     - 1960     GOOD             NGS
 DN0410  HISTORY     - 19910707 POOR             USPSQD
 DN0410  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0410
 DN0410                          STATION DESCRIPTION
 DN0410
 DN0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0410'1.0 MI S FROM PLANO.
 DN0410'1.0 MILE SOUTH ALONG TEXAS HIGHWAY 5 FROM THE CITY HALL AT PLANO, 18.3
 DN0410'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 DN0410'M 923 1946 AND SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF
 DN0410'A 10 FOOT CONCRETE CULVERT.
 DN0410
 DN0410                          STATION RECOVERY (1991)
 DN0410
 DN0410'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0410'MARK RECOVERED IN POOR CONDITION.
 DN0410
 DN0410                          STATION RECOVERY (2005)
 DN0410
 DN0410'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0253 ***********************************************************************
 DN0253  DESIGNATION -  M 925
 DN0253  PID         -  DN0253
 DN0253  STATE/COUNTY-  TX/COLLIN
 DN0253  USGS QUAD   -  LAVON (1973)
 DN0253
 DN0253                         *CURRENT SURVEY CONTROL
 DN0253  ___________________________________________________________________
 DN0253* NAD 83(1986)-  33 02 57.     (N)    096 25 20.     (W)     SCALED    
 DN0253* NAVD 88     -       156.398  (meters)     513.12   (feet)  ADJUSTED  
 DN0253  ___________________________________________________________________
 DN0253  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0253  DYNAMIC HT  -         156.227 (meters)     512.55  (feet)  COMP
 DN0253  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 DN0253
 DN0253  VERT ORDER  -  SECOND    CLASS 0
 DN0253
 DN0253.The horizontal coordinates were scaled from a topographic map and have
 DN0253.an estimated accuracy of +/- 6 seconds.
 DN0253
 DN0253.The orthometric height was determined by differential leveling
 DN0253.and adjusted by the National Geodetic Survey in June 1991..
 DN0253
 DN0253.The geoid height was determined by GEOID03.
 DN0253
 DN0253.The dynamic height is computed by dividing the NAVD 88
 DN0253.geopotential number by the normal gravity value computed on the
 DN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0253.degrees latitude (g = 980.6199 gals.).
 DN0253
 DN0253.The modeled gravity was interpolated from observed gravity values.
 DN0253
 DN0253;                    North         East    Units  Estimated Accuracy
 DN0253;SPC TXNC     - 2,155,220.      794,030.      MT  (+/- 180 meters Scaled)
 DN0253
 DN0253                          SUPERSEDED SURVEY CONTROL
 DN0253
 DN0253  NGVD 29 (??/??/92)  156.408  (m)          513.15   (f) ADJ UNCH    2 0
 DN0253
 DN0253.Superseded values are not recommended for survey control.
 DN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0253.See file dsdata.txt to determine how the superseded data were derived.
 DN0253
 DN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB407596(NAD 83)
 DN0253_MARKER: DB = BENCH MARK DISK
 DN0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0253_SP_SET: CULVERT
 DN0253_STAMPING: M 925 1946
 DN0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0253
 DN0253  HISTORY     - Date     Condition        Report By
 DN0253  HISTORY     - 1946     MONUMENTED       CGS
 DN0253  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0253  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0253
 DN0253                          STATION DESCRIPTION
 DN0253
 DN0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0253'1.7 MI N FROM LAVON.
 DN0253'1.7 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE ST. LOUIS AND
 DN0253'SOUTHWESTERN RAILROAD STATION AT LAVON.  15.2 FEET WEST OF THE CENTER
 DN0253'LINE OF THE HIGHWAY, 6 INCHES BELOW THE LEVEL OF THE HIGHWAY, A BRONZE
 DN0253'DISK SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A
 DN0253'CONCRETE CULVERT.
 DN0253
 DN0253                          STATION RECOVERY (1994)
 DN0253
 DN0253'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0253'MARK NOT FOUND.
 DN0253
 DN0253                          STATION RECOVERY (2005)
 DN0253
 DN0253'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0140 ***********************************************************************
 DN0140  DESIGNATION -  M 926
 DN0140  PID         -  DN0140
 DN0140  STATE/COUNTY-  TX/HUNT
 DN0140  USGS QUAD   -  GREENVILLE SW (1962)
 DN0140
 DN0140                         *CURRENT SURVEY CONTROL
 DN0140  ___________________________________________________________________
 DN0140* NAD 83(1986)-  33 04 53.     (N)    096 12 09.     (W)     SCALED    
 DN0140* NAVD 88     -       163.338  (meters)     535.88   (feet)  ADJUSTED  
 DN0140  ___________________________________________________________________
 DN0140  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN0140  DYNAMIC HT  -         163.160 (meters)     535.30  (feet)  COMP
 DN0140  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 DN0140
 DN0140  VERT ORDER  -  FIRST     CLASS II
 DN0140
 DN0140.The horizontal coordinates were scaled from a topographic map and have
 DN0140.an estimated accuracy of +/- 6 seconds.
 DN0140
 DN0140.The orthometric height was determined by differential leveling
 DN0140.and adjusted by the National Geodetic Survey in June 1991..
 DN0140
 DN0140.The geoid height was determined by GEOID03.
 DN0140
 DN0140.The dynamic height is computed by dividing the NAVD 88
 DN0140.geopotential number by the normal gravity value computed on the
 DN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0140.degrees latitude (g = 980.6199 gals.).
 DN0140
 DN0140.The modeled gravity was interpolated from observed gravity values.
 DN0140
 DN0140;                    North         East    Units  Estimated Accuracy
 DN0140;SPC TXNC     - 2,159,220.      814,470.      MT  (+/- 180 meters Scaled)
 DN0140
 DN0140                          SUPERSEDED SURVEY CONTROL
 DN0140
 DN0140  NGVD 29 (??/??/92)  163.329  (m)          535.86   (f) ADJ UNCH    1 2
 DN0140
 DN0140.Superseded values are not recommended for survey control.
 DN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0140.See file dsdata.txt to determine how the superseded data were derived.
 DN0140
 DN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB611637(NAD 83)
 DN0140_MARKER: DB = BENCH MARK DISK
 DN0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0140_STAMPING: M 926 1946
 DN0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0140+STABILITY: SURFACE MOTION
 DN0140
 DN0140  HISTORY     - Date     Condition        Report By
 DN0140  HISTORY     - 1946     MONUMENTED       CGS
 DN0140  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0140  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0140
 DN0140                          STATION DESCRIPTION
 DN0140
 DN0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0140'1.9 MI NE FROM CADDO MILLS.
 DN0140'1.9 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0140'THE STATION AT CADDO MILLS.  THE MARK IS SET AT A PRIVATE RAILROAD
 DN0140'CROSSING.  6 POLES NORTH OF MILE POST 720, 75.2 FEET NORTHEAST OF THE
 DN0140'CENTER OF THE RAILROAD CROSSING, 63.4 FEET EAST OF THE EAST RAIL, 22
 DN0140'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A WHITE
 DN0140'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0140
 DN0140                          STATION RECOVERY (1986)
 DN0140
 DN0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0140'MARK NOT FOUND.
 DN0140
 DN0140                          STATION RECOVERY (1994)
 DN0140
 DN0140'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0185 ***********************************************************************
 DN0185  DESIGNATION -  M 927
 DN0185  PID         -  DN0185
 DN0185  STATE/COUNTY-  TX/COLLIN
 DN0185  USGS QUAD   -  CULLEOKA (1973)
 DN0185
 DN0185                         *CURRENT SURVEY CONTROL
 DN0185  ___________________________________________________________________
 DN0185* NAD 83(1986)-  33 10 46.     (N)    096 27 47.     (W)     SCALED    
 DN0185* NAVD 88     -       151.356  (meters)     496.57   (feet)  ADJUSTED  
 DN0185  ___________________________________________________________________
 DN0185  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DN0185  DYNAMIC HT  -         151.191 (meters)     496.03  (feet)  COMP
 DN0185  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 DN0185
 DN0185  VERT ORDER  -  SECOND    CLASS 0
 DN0185
 DN0185.The horizontal coordinates were scaled from a topographic map and have
 DN0185.an estimated accuracy of +/- 6 seconds.
 DN0185
 DN0185.The orthometric height was determined by differential leveling
 DN0185.and adjusted by the National Geodetic Survey in June 1991..
 DN0185
 DN0185.The geoid height was determined by GEOID03.
 DN0185
 DN0185.The dynamic height is computed by dividing the NAVD 88
 DN0185.geopotential number by the normal gravity value computed on the
 DN0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0185.degrees latitude (g = 980.6199 gals.).
 DN0185
 DN0185.The modeled gravity was interpolated from observed gravity values.
 DN0185
 DN0185;                    North         East    Units  Estimated Accuracy
 DN0185;SPC TXNC     - 2,169,590.      789,940.      MT  (+/- 180 meters Scaled)
 DN0185
 DN0185                          SUPERSEDED SURVEY CONTROL
 DN0185
 DN0185  NGVD 29 (??/??/92)  151.368  (m)          496.61   (f) ADJ UNCH    2 0
 DN0185
 DN0185.Superseded values are not recommended for survey control.
 DN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0185.See file dsdata.txt to determine how the superseded data were derived.
 DN0185
 DN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB365740(NAD 83)
 DN0185_MARKER: DB = BENCH MARK DISK
 DN0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0185_STAMPING: M 927 1946
 DN0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0185+STABILITY: SURFACE MOTION
 DN0185
 DN0185  HISTORY     - Date     Condition        Report By
 DN0185  HISTORY     - 1946     MONUMENTED       CGS
 DN0185  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0185
 DN0185                          STATION DESCRIPTION
 DN0185
 DN0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0185'1.9 MI E FROM PRINCETON.
 DN0185'1.9 MILES EAST ALONG THE OLD ROADBED OF THE ABANDONED LOUISIANA,
 DN0185'ARKANSAS AND TEXAS RAILWAY FROM PRINCETON, COLLIN COUNTY, 125 FEET
 DN0185'EAST OF A WASHED-OUT BRIDGE ACROSS SISTER GROVE CREEK, 110 FEET NORTH
 DN0185'OF THE OLD ROADBED, 3 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE, AND
 DN0185'3.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 DN0185'STAMPED M 927 1946 AND SET IN THE TOP OF A CONCRETE POST.
 DN0185
 DN0185                          STATION RECOVERY (1994)
 DN0185
 DN0185'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0059 ***********************************************************************
 CS0059  DESIGNATION -  M 928
 CS0059  PID         -  CS0059
 CS0059  STATE/COUNTY-  TX/KAUFMAN
 CS0059  USGS QUAD   -  TERRELL NORTH (1962)
 CS0059
 CS0059                         *CURRENT SURVEY CONTROL
 CS0059  ___________________________________________________________________
 CS0059* NAD 83(1986)-  32 45 01.     (N)    096 17 23.     (W)     SCALED    
 CS0059* NAVD 88     -       164.120  (meters)     538.45   (feet)  ADJUSTED  
 CS0059  ___________________________________________________________________
 CS0059  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0059  DYNAMIC HT  -         163.939 (meters)     537.86  (feet)  COMP
 CS0059  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 CS0059
 CS0059  VERT ORDER  -  SECOND    CLASS 0
 CS0059
 CS0059.The horizontal coordinates were scaled from a topographic map and have
 CS0059.an estimated accuracy of +/- 6 seconds.
 CS0059
 CS0059.The orthometric height was determined by differential leveling
 CS0059.and adjusted by the National Geodetic Survey in June 1991..
 CS0059
 CS0059.The geoid height was determined by GEOID03.
 CS0059
 CS0059.The dynamic height is computed by dividing the NAVD 88
 CS0059.geopotential number by the normal gravity value computed on the
 CS0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0059.degrees latitude (g = 980.6199 gals.).
 CS0059
 CS0059.The modeled gravity was interpolated from observed gravity values.
 CS0059
 CS0059;                    North         East    Units  Estimated Accuracy
 CS0059;SPC TXNC     - 2,122,340.      807,100.      MT  (+/- 180 meters Scaled)
 CS0059
 CS0059                          SUPERSEDED SURVEY CONTROL
 CS0059
 CS0059  NGVD 29 (??/??/92)  164.13   (m)          538.5    (f) COMPUTED    2 0
 CS0059
 CS0059.Superseded values are not recommended for survey control.
 CS0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0059.See file dsdata.txt to determine how the superseded data were derived.
 CS0059
 CS0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB539268(NAD 83)
 CS0059_MARKER: DB = BENCH MARK DISK
 CS0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0059_STAMPING: M 928 1946
 CS0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0059+STABILITY: SURFACE MOTION
 CS0059
 CS0059  HISTORY     - Date     Condition        Report By
 CS0059  HISTORY     - 1946     MONUMENTED       CGS
 CS0059  HISTORY     - 1961     GOOD             USGS
 CS0059  HISTORY     - 1987     GOOD             USPSQD
 CS0059
 CS0059                          STATION DESCRIPTION
 CS0059
 CS0059'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0059'1.25 MI NW FROM TERRELL.
 CS0059'1.25 MI. NW ALONG ROCKWALL AVE. AND GRIFFITH AVE. FROM US 80 IN
 CS0059'TERRELL, 450 FT. W OF THE JUNCTION OF FARM RD. 986 AND GRIFFITH AVE.,
 CS0059'43 FT. SE OF A POLE, 35 FT. SW OF THE CENTERLINE OF GRIFFITH AVE.  A
 CS0059'STANDARD DISK STPD. M 928 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS0059'PROTRUDING 6 IN.
 CS0059
 CS0059                          STATION RECOVERY (1987)
 CS0059
 CS0059'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 CS0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0073 ***********************************************************************
 CS0073  DESIGNATION -  M 929
 CS0073  PID         -  CS0073
 CS0073  STATE/COUNTY-  TX/ROCKWALL
 CS0073  USGS QUAD   -  ROCKWALL (1973)
 CS0073
 CS0073                         *CURRENT SURVEY CONTROL
 CS0073  ___________________________________________________________________
 CS0073* NAD 83(1986)-  32 54 10.     (N)    096 26 45.     (W)     SCALED    
 CS0073* NAVD 88     -       159.889  (meters)     524.57   (feet)  ADJUSTED  
 CS0073  ___________________________________________________________________
 CS0073  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0073  DYNAMIC HT  -         159.715 (meters)     524.00  (feet)  COMP
 CS0073  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 CS0073
 CS0073  VERT ORDER  -  FIRST     CLASS II
 CS0073
 CS0073.The horizontal coordinates were scaled from a topographic map and have
 CS0073.an estimated accuracy of +/- 6 seconds.
 CS0073
 CS0073.The orthometric height was determined by differential leveling
 CS0073.and adjusted by the National Geodetic Survey in June 1991..
 CS0073
 CS0073.The geoid height was determined by GEOID03.
 CS0073
 CS0073.The dynamic height is computed by dividing the NAVD 88
 CS0073.geopotential number by the normal gravity value computed on the
 CS0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0073.degrees latitude (g = 980.6199 gals.).
 CS0073
 CS0073.The modeled gravity was interpolated from observed gravity values.
 CS0073
 CS0073;                    North         East    Units  Estimated Accuracy
 CS0073;SPC TXNC     - 2,138,950.      792,140.      MT  (+/- 180 meters Scaled)
 CS0073
 CS0073                          SUPERSEDED SURVEY CONTROL
 CS0073
 CS0073  NGVD 29 (??/??/92)  159.91   (m)          524.6    (f) COMPUTED    1 2
 CS0073
 CS0073.Superseded values are not recommended for survey control.
 CS0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0073.See file dsdata.txt to determine how the superseded data were derived.
 CS0073
 CS0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB388434(NAD 83)
 CS0073_MARKER: DB = BENCH MARK DISK
 CS0073_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CS0073_SP_SET: BRIDGE CURB
 CS0073_STAMPING: M 929 1946
 CS0073_MARK LOGO: CGS   
 CS0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS0073+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS0073
 CS0073  HISTORY     - Date     Condition        Report By
 CS0073  HISTORY     - 1946     MONUMENTED       CGS
 CS0073  HISTORY     - 1986     GOOD             NGS
 CS0073  HISTORY     - 20030909 GOOD             GEOCAC
 CS0073  HISTORY     - 20051031 GOOD             BOHAN
 CS0073
 CS0073                          STATION DESCRIPTION
 CS0073
 CS0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0073'1.9 MI SE FROM ROCKWALL.
 CS0073'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 205 FROM THE COURTHOUSE AT
 CS0073'ROCKWALL, AT THE NORTHWEST CORNER OF A CONCRETE BRIDGE, IN THE TOP OF
 CS0073'THE CONCRETE GUARDRAIL BASE, 17 FEET SOUTHWEST OF THE CENTERLINE OF
 CS0073'THE HIGHWAY, AND 3 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 CS0073'GUARDRAIL BASE.  A STANDARD DISK, STAMPED M 929 1946.
 CS0073
 CS0073                          STATION RECOVERY (1986)
 CS0073
 CS0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0073'RECOVERED IN GOOD CONDITION.
 CS0073
 CS0073                          STATION RECOVERY (2003)
 CS0073
 CS0073'RECOVERY NOTE BY GEOCACHING 2003 (GOE)
 CS0073'RECOVERED IN GOOD CONDITION.
 CS0073
 CS0073                          STATION RECOVERY (2005)
 CS0073
 CS0073'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0011 ***********************************************************************
 AJ0011  DESIGNATION -  M 93
 AJ0011  PID         -  AJ0011
 AJ0011  STATE/COUNTY-  TX/JIM WELLS
 AJ0011  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0011
 AJ0011                         *CURRENT SURVEY CONTROL
 AJ0011  ___________________________________________________________________
 AJ0011* NAD 83(1986)-  27 45 00.     (N)    098 04 09.     (W)     SCALED    
 AJ0011* NAVD 88     -        61.142  (meters)     200.60   (feet)  ADJUSTED  
 AJ0011  ___________________________________________________________________
 AJ0011  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ0011  DYNAMIC HT  -          61.047 (meters)     200.28  (feet)  COMP
 AJ0011  MODELED GRAV-     979,097.5   (mgal)                       NAVD 88
 AJ0011
 AJ0011  VERT ORDER  -  FIRST     CLASS II
 AJ0011
 AJ0011.The horizontal coordinates were scaled from a topographic map and have
 AJ0011.an estimated accuracy of +/- 6 seconds.
 AJ0011
 AJ0011.The orthometric height was determined by differential leveling
 AJ0011.and adjusted by the National Geodetic Survey in June 1991..
 AJ0011.WARNING-Repeat measurements at this control monument indicate possible
 AJ0011.vertical movement.
 AJ0011
 AJ0011.The geoid height was determined by GEOID03.
 AJ0011
 AJ0011.The dynamic height is computed by dividing the NAVD 88
 AJ0011.geopotential number by the normal gravity value computed on the
 AJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0011.degrees latitude (g = 980.6199 gals.).
 AJ0011
 AJ0011.The modeled gravity was interpolated from observed gravity values.
 AJ0011
 AJ0011;                    North         East    Units  Estimated Accuracy
 AJ0011;SPC TX S     - 5,230,900.      342,470.      MT  (+/- 180 meters Scaled)
 AJ0011
 AJ0011                          SUPERSEDED SURVEY CONTROL
 AJ0011
 AJ0011  NGVD 29 (??/??/92)   61.23   (m)          200.9    (f) COMPUTED    1 2
 AJ0011
 AJ0011.Superseded values are not recommended for survey control.
 AJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0011.See file dsdata.txt to determine how the superseded data were derived.
 AJ0011
 AJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR917698(NAD 83)
 AJ0011_MARKER: DB = BENCH MARK DISK
 AJ0011_SETTING: 0 = UNSPECIFIED SETTING
 AJ0011_STAMPING: M 93 1932 200.944
 AJ0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0011
 AJ0011  HISTORY     - Date     Condition        Report By
 AJ0011  HISTORY     - 1932     MONUMENTED       CGS
 AJ0011  HISTORY     - 1950     MARK NOT FOUND   NGS
 AJ0011
 AJ0011                          STATION DESCRIPTION
 AJ0011
 AJ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 AJ0011'IN ALICE.
 AJ0011'ON THE TEXAS-MEXICAN RR. ABOUT 0.3 MILE E OF ALICE STATION.  0.2 MILE
 AJ0011'W OF MILE POST 120.  ABOUT 30 FT. N OF TRACK.  ABOUT 100 FT. EAST OF
 AJ0011'CONCRETE WATER TOWER IN ALICE.
 AJ0011
 AJ0011                          STATION RECOVERY (1950)
 AJ0011
 AJ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AJ0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1347 ***********************************************************************
 CS1347  DESIGNATION -  M 930
 CS1347  PID         -  CS1347
 CS1347  STATE/COUNTY-  TX/DALLAS
 CS1347  USGS QUAD   -  GARLAND (1973)
 CS1347
 CS1347                         *CURRENT SURVEY CONTROL
 CS1347  ___________________________________________________________________
 CS1347* NAD 83(1986)-  32 53 27.     (N)    096 37 51.     (W)     SCALED    
 CS1347* NAVD 88     -       172.312  (meters)     565.33   (feet)  ADJUSTED  
 CS1347  ___________________________________________________________________
 CS1347  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CS1347  DYNAMIC HT  -         172.122 (meters)     564.70  (feet)  COMP
 CS1347  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 CS1347
 CS1347  VERT ORDER  -  SECOND    CLASS 0
 CS1347
 CS1347.The horizontal coordinates were scaled from a topographic map and have
 CS1347.an estimated accuracy of +/- 6 seconds.
 CS1347
 CS1347.The orthometric height was determined by differential leveling
 CS1347.and adjusted by the National Geodetic Survey in June 1991..
 CS1347
 CS1347.The geoid height was determined by GEOID03.
 CS1347
 CS1347.The dynamic height is computed by dividing the NAVD 88
 CS1347.geopotential number by the normal gravity value computed on the
 CS1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1347.degrees latitude (g = 980.6199 gals.).
 CS1347
 CS1347.The modeled gravity was interpolated from observed gravity values.
 CS1347
 CS1347;                    North         East    Units  Estimated Accuracy
 CS1347;SPC TXNC     - 2,137,300.      774,860.      MT  (+/- 180 meters Scaled)
 CS1347
 CS1347                          SUPERSEDED SURVEY CONTROL
 CS1347
 CS1347  NGVD 29 (??/??/92)  172.32   (m)          565.4    (f) COMPUTED    2 0
 CS1347
 CS1347.Superseded values are not recommended for survey control.
 CS1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1347.See file dsdata.txt to determine how the superseded data were derived.
 CS1347
 CS1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB216416(NAD 83)
 CS1347_MARKER: DB = BENCH MARK DISK
 CS1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1347_STAMPING: M 930 1946
 CS1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1347+STABILITY: SURFACE MOTION
 CS1347
 CS1347  HISTORY     - Date     Condition        Report By
 CS1347  HISTORY     - 1946     MONUMENTED       CGS
 CS1347  HISTORY     - 1958     GOOD             NGS
 CS1347  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 CS1347
 CS1347                          STATION DESCRIPTION
 CS1347
 CS1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1347'IN GARLAND.
 CS1347'THIS MARK CAN BE REACHED FROM THE G.C. AND S.F.R.R. DEPOT IN GARLAND
 CS1347'BY GOING EAST 0.3 MILE AND THEN GO SOUTH ALONG FIRST STREET 1.7 MILES
 CS1347'TO THE MARK ON THE RIGHT.  IT IS 46 FEET WEST OF THE CENTERLINE OF
 CS1347'FIRST STREET, 6 FEET SOUTH OF THE CENTERLINE OF THE ALLEY BETWEEN
 CS1347'LENDA DRIVE ON THE NORTH AND DAUGHERTY DRIVE ON THE SOUTH, IN THE
 CS1347'NORTHEAST CORNER OF THE YARD OF 2225 FIRST STREET AND 4 FEET WEST OF
 CS1347'THE WEST EDGE OF THE WALK.  A STANDARD DISK STAMPED M 930 1946 IN A
 CS1347'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE LAWN.
 CS1347
 CS1347                          STATION RECOVERY (1991)
 CS1347
 CS1347'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1755 ***********************************************************************
 CS1755  DESIGNATION -  M 931
 CS1755  PID         -  CS1755
 CS1755  STATE/COUNTY-  TX/TARRANT
 CS1755  USGS QUAD   -  HALTOM CITY (1981)
 CS1755
 CS1755                         *CURRENT SURVEY CONTROL
 CS1755  ___________________________________________________________________
 CS1755* NAD 83(1986)-  32 47 44.     (N)    097 22 10.     (W)     SCALED    
 CS1755* NAVD 88     -       200.253  (meters)     657.00   (feet)  ADJUSTED  
 CS1755  ___________________________________________________________________
 CS1755  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS1755  DYNAMIC HT  -         200.018 (meters)     656.23  (feet)  COMP
 CS1755  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 CS1755
 CS1755  VERT ORDER  -  FIRST     CLASS II
 CS1755
 CS1755.The horizontal coordinates were scaled from a topographic map and have
 CS1755.an estimated accuracy of +/- 6 seconds.
 CS1755
 CS1755.The orthometric height was determined by differential leveling
 CS1755.and adjusted by the National Geodetic Survey in June 1991..
 CS1755
 CS1755.The geoid height was determined by GEOID03.
 CS1755
 CS1755.The dynamic height is computed by dividing the NAVD 88
 CS1755.geopotential number by the normal gravity value computed on the
 CS1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1755.degrees latitude (g = 980.6199 gals.).
 CS1755
 CS1755.The modeled gravity was interpolated from observed gravity values.
 CS1755
 CS1755;                    North         East    Units  Estimated Accuracy
 CS1755;SPC TXNC     - 2,125,750.      705,880.      MT  (+/- 180 meters Scaled)
 CS1755
 CS1755                          SUPERSEDED SURVEY CONTROL
 CS1755
 CS1755  NGVD 29 (??/??/92)  200.252  (m)          656.99   (f) ADJ UNCH    1 2
 CS1755
 CS1755.Superseded values are not recommended for survey control.
 CS1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1755.See file dsdata.txt to determine how the superseded data were derived.
 CS1755
 CS1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB526298(NAD 83)
 CS1755_MARKER: DB = BENCH MARK DISK
 CS1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1755_STAMPING: M 931 1946
 CS1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1755+STABILITY: SURFACE MOTION
 CS1755
 CS1755  HISTORY     - Date     Condition        Report By
 CS1755  HISTORY     - 1946     MONUMENTED       CGS
 CS1755  HISTORY     - 1976     GOOD             NGS
 CS1755  HISTORY     - 19960217 GOOD             USPSQD
 CS1755  HISTORY     - 20021213 MARK NOT FOUND   GEOCAC
 CS1755
 CS1755                          STATION DESCRIPTION
 CS1755
 CS1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1755'IN FORT WORTH.
 CS1755'ABOUT 3.4 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT
 CS1755'THE NORTHWEST CORNER OF THE INTERSECTION OF NORTHWEST 28TH STREET AND
 CS1755'MCKINLEY AVENUE, 37 FEET WEST OF THE CENTER LINE OF MCKINLEY AVENUE,
 CS1755'33 FEET NORTH OF THE CENTER LINE OF NORTHWEST 28TH STREET, 3 FEET
 CS1755'NORTH OF THE NORTH CURB LINE OF NORTHWEST 28TH STREET.  A BRONZE DISK
 CS1755'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1755
 CS1755                          STATION RECOVERY (1976)
 CS1755
 CS1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CS1755'RECOVERED IN GOOD CONDITION.
 CS1755
 CS1755                          STATION RECOVERY (1996)
 CS1755
 CS1755'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1755'RECOVERED IN GOOD CONDITION.
 CS1755
 CS1755                          STATION RECOVERY (2002)
 CS1755
 CS1755'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1755'FOUND A HOLE IN THE GROUND WHERE THE MARK SHOULD BE.  MARK APPEARS TO
 CS1755'HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1713 ***********************************************************************
 CS1713  DESIGNATION -  M 932
 CS1713  PID         -  CS1713
 CS1713  STATE/COUNTY-  TX/TARRANT
 CS1713  USGS QUAD   -  FORT WORTH (1981)
 CS1713
 CS1713                         *CURRENT SURVEY CONTROL
 CS1713  ___________________________________________________________________
 CS1713* NAD 83(1986)-  32 43 30.     (N)    097 18 12.     (W)     SCALED    
 CS1713* NAVD 88     -       186.982  (meters)     613.46   (feet)  ADJUSTED  
 CS1713  ___________________________________________________________________
 CS1713  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CS1713  DYNAMIC HT  -         186.763 (meters)     612.74  (feet)  COMP
 CS1713  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CS1713
 CS1713  VERT ORDER  -  FIRST     CLASS II
 CS1713
 CS1713.The horizontal coordinates were scaled from a topographic map and have
 CS1713.an estimated accuracy of +/- 6 seconds.
 CS1713
 CS1713.The orthometric height was determined by differential leveling
 CS1713.and adjusted by the National Geodetic Survey in June 1991..
 CS1713
 CS1713.The geoid height was determined by GEOID03.
 CS1713
 CS1713.The dynamic height is computed by dividing the NAVD 88
 CS1713.geopotential number by the normal gravity value computed on the
 CS1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1713.degrees latitude (g = 980.6199 gals.).
 CS1713
 CS1713.The modeled gravity was interpolated from observed gravity values.
 CS1713
 CS1713;                    North         East    Units  Estimated Accuracy
 CS1713;SPC TXNC     - 2,118,000.      712,160.      MT  (+/- 180 meters Scaled)
 CS1713
 CS1713                          SUPERSEDED SURVEY CONTROL
 CS1713
 CS1713  NGVD 29 (??/??/92)  186.989  (m)          613.48   (f) ADJ UNCH    1 2
 CS1713
 CS1713.Superseded values are not recommended for survey control.
 CS1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1713.See file dsdata.txt to determine how the superseded data were derived.
 CS1713
 CS1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB589220(NAD 83)
 CS1713_MARKER: DB = BENCH MARK DISK
 CS1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1713_STAMPING: M 932 1946 613.480
 CS1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1713+STABILITY: SURFACE MOTION
 CS1713
 CS1713  HISTORY     - Date     Condition        Report By
 CS1713  HISTORY     - 1946     MONUMENTED       CGS
 CS1713  HISTORY     - 1956     GOOD             NGS
 CS1713  HISTORY     - 1966     GOOD             NGS
 CS1713
 CS1713                          STATION DESCRIPTION
 CS1713
 CS1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1713'IN FORT WORTH.
 CS1713'ABOUT 2.8 MILES SOUTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT
 CS1713'THE INTERSECTION OF SOUTH RIVERSIDE DRIVE AND ELMWOOD AVENUE, AND IN
 CS1713'THE AREA BETWEEN RIVERSIDE AND THE I. AND G.N.R.R.  IT IS WEST ACROSS
 CS1713'RIVERSIDE FROM FRIENDSHIP BAPTIST CHURCH, 44 FEET WEST OF THE
 CS1713'CENTERLINE OF RIVERSIDE AND 53 FEET EAST OF THE CENTERLINE OF THE
 CS1713'RAILROAD.  A STANDARD DISK STAMPED M 932 1946 613.480 IN A CONCRETE
 CS1713'POST WHICH PROJECTS ABOUT 2 INCHES.
 CS1713
 CS1713                          STATION RECOVERY (1966)
 CS1713
 CS1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1580 ***********************************************************************
 CS1580  DESIGNATION -  M 933
 CS1580  PID         -  CS1580
 CS1580  STATE/COUNTY-  TX/TARRANT
 CS1580  USGS QUAD   -  HALTOM CITY (1981)
 CS1580
 CS1580                         *CURRENT SURVEY CONTROL
 CS1580  ___________________________________________________________________
 CS1580* NAD 83(1986)-  32 45 22.     (N)    097 21 40.     (W)     SCALED    
 CS1580* NAVD 88     -       166.366  (meters)     545.82   (feet)  POSTED    
 CS1580  ___________________________________________________________________
 CS1580  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1580  DYNAMIC HT  -         166.170 (meters)     545.18  (feet)  COMP
 CS1580  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 CS1580
 CS1580  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CS1580
 CS1580.The horizontal coordinates were scaled from a topographic map and have
 CS1580.an estimated accuracy of +/- 6 seconds.
 CS1580
 CS1580.The orthometric height was determined by differential leveling
 CS1580.and adjusted by the National Geodetic Survey in 1992..
 CS1580.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CS1580.rate of 2.1 thru 3.0 mm/km.
 CS1580
 CS1580.The geoid height was determined by GEOID03.
 CS1580
 CS1580.The dynamic height is computed by dividing the NAVD 88
 CS1580.geopotential number by the normal gravity value computed on the
 CS1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1580.degrees latitude (g = 980.6199 gals.).
 CS1580
 CS1580.The modeled gravity was interpolated from observed gravity values.
 CS1580
 CS1580;                    North         East    Units  Estimated Accuracy
 CS1580;SPC TXNC     - 2,121,390.      706,710.      MT  (+/- 180 meters Scaled)
 CS1580
 CS1580                          SUPERSEDED SURVEY CONTROL
 CS1580
 CS1580  NGVD 29 (??/??/92)  166.367  (m)          545.82   (f) ADJ UNCH    1 2
 CS1580
 CS1580.Superseded values are not recommended for survey control.
 CS1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1580.See file dsdata.txt to determine how the superseded data were derived.
 CS1580
 CS1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB535254(NAD 83)
 CS1580_MARKER: DB = BENCH MARK DISK
 CS1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1580_STAMPING: M 933 1946 545.822
 CS1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1580+STABILITY: SURFACE MOTION
 CS1580
 CS1580  HISTORY     - Date     Condition        Report By
 CS1580  HISTORY     - 1946     MONUMENTED       CGS
 CS1580  HISTORY     - 1956     GOOD             NGS
 CS1580  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1580  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1580  HISTORY     - 19960427 GOOD             USPSQD
 CS1580
 CS1580                          STATION DESCRIPTION
 CS1580
 CS1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1580'IN FORT WORTH.
 CS1580'1.6 MILES WEST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT THE
 CS1580'SOUTHWEST CORNER OF THE INTERSECTION OF UNIVERSITY DRIVE AND SONDRA
 CS1580'DRIVE, 41 FEET WEST OF THE CENTERLINE OF UNIVERSITY AND 18 FEET SOUTH
 CS1580'OF THE CENTERLINE OF SONDRA, 14 FEET WEST OF THE WEST CURB OF
 CS1580'UNIVERSITY AND 3 FEET SOUTH OF THE SOUTH CURB OF SONDRA.  IT IS IN THE
 CS1580'NORTHEAST CORNER OF THE YARD AT 3101 SONDRA AND 3 FEET EAST OF THE
 CS1580'SOUTHEAST CORNER OF A STORM SEWER INTAKE BOX.  A STANDARD DISK STAMPED
 CS1580'M 933 1946 545.822 IN A CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW
 CS1580'THE SURFACE OF THE LAWN.
 CS1580
 CS1580                          STATION RECOVERY (1984)
 CS1580
 CS1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1580'MARK NOT FOUND.
 CS1580
 CS1580                          STATION RECOVERY (1989)
 CS1580
 CS1580'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHW)
 CS1580'MARK NOT FOUND.
 CS1580
 CS1580                          STATION RECOVERY (1996)
 CS1580
 CS1580'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0164 ***********************************************************************
 BZ0164  DESIGNATION -  M 934
 BZ0164  PID         -  BZ0164
 BZ0164  STATE/COUNTY-  TX/FREESTONE
 BZ0164  USGS QUAD   -  DEW (1982)
 BZ0164
 BZ0164                         *CURRENT SURVEY CONTROL
 BZ0164  ___________________________________________________________________
 BZ0164* NAD 83(1986)-  31 36 42.     (N)    096 08 44.     (W)     SCALED    
 BZ0164* NAVD 88     -       137.497  (meters)     451.10   (feet)  ADJUSTED  
 BZ0164  ___________________________________________________________________
 BZ0164  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BZ0164  DYNAMIC HT  -         137.331 (meters)     450.56  (feet)  COMP
 BZ0164  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 BZ0164
 BZ0164  VERT ORDER  -  SECOND    CLASS 0
 BZ0164
 BZ0164.The horizontal coordinates were scaled from a topographic map and have
 BZ0164.an estimated accuracy of +/- 6 seconds.
 BZ0164
 BZ0164.The orthometric height was determined by differential leveling
 BZ0164.and adjusted by the National Geodetic Survey in June 1991..
 BZ0164
 BZ0164.The geoid height was determined by GEOID03.
 BZ0164
 BZ0164.The dynamic height is computed by dividing the NAVD 88
 BZ0164.geopotential number by the normal gravity value computed on the
 BZ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0164.degrees latitude (g = 980.6199 gals.).
 BZ0164
 BZ0164.The modeled gravity was interpolated from observed gravity values.
 BZ0164
 BZ0164;                    North         East    Units  Estimated Accuracy
 BZ0164;SPC TX C     - 3,223,100.    1,097,260.      MT  (+/- 180 meters Scaled)
 BZ0164
 BZ0164                          SUPERSEDED SURVEY CONTROL
 BZ0164
 BZ0164  NGVD 29 (??/??/92)  137.485  (m)          451.07   (f) ADJ UNCH    2 0
 BZ0164
 BZ0164.Superseded values are not recommended for survey control.
 BZ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0164.See file dsdata.txt to determine how the superseded data were derived.
 BZ0164
 BZ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA707009(NAD 83)
 BZ0164_MARKER: DB = BENCH MARK DISK
 BZ0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0164_SP_SET: CULVERT
 BZ0164_STAMPING: M 934 1948
 BZ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0164
 BZ0164  HISTORY     - Date     Condition        Report By
 BZ0164  HISTORY     - 1948     MONUMENTED       CGS
 BZ0164  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0164
 BZ0164                          STATION DESCRIPTION
 BZ0164
 BZ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0164'1.15 MI N FROM DEW.
 BZ0164'1.15 MILES NORTH ALONG U.S. HIGHWAY NO.75 FROM THE METHODIST CHURCH AT
 BZ0164'DEW, 0.15 MILE SOUTH OF A DIRT CROSS ROAD, 15.6 FEET WEST AND 0.8 FOOT
 BZ0164'ABOVE THE CENTER OF THE HIGHWAY, IN THE TOP OF THE SOUTH END OF THE
 BZ0164'WEST HEADWALL OF A CONCRETE CULVERT AND SET IN A DRILL HOLE.
 BZ0164
 BZ0164                          STATION RECOVERY (1965)
 BZ0164
 BZ0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0139 ***********************************************************************
 BZ0139  DESIGNATION -  M 935
 BZ0139  PID         -  BZ0139
 BZ0139  STATE/COUNTY-  TX/FREESTONE
 BZ0139  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0139
 BZ0139                         *CURRENT SURVEY CONTROL
 BZ0139  ___________________________________________________________________
 BZ0139* NAD 83(1986)-  31 38 56.     (N)    096 15 01.     (W)     SCALED    
 BZ0139* NAVD 88     -       132.995  (meters)     436.33   (feet)  ADJUSTED  
 BZ0139  ___________________________________________________________________
 BZ0139  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BZ0139  DYNAMIC HT  -         132.835 (meters)     435.81  (feet)  COMP
 BZ0139  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 BZ0139
 BZ0139  VERT ORDER  -  SECOND    CLASS 0
 BZ0139
 BZ0139.The horizontal coordinates were scaled from a topographic map and have
 BZ0139.an estimated accuracy of +/- 6 seconds.
 BZ0139
 BZ0139.The orthometric height was determined by differential leveling
 BZ0139.and adjusted by the National Geodetic Survey in June 1991..
 BZ0139
 BZ0139.The geoid height was determined by GEOID03.
 BZ0139
 BZ0139.The dynamic height is computed by dividing the NAVD 88
 BZ0139.geopotential number by the normal gravity value computed on the
 BZ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0139.degrees latitude (g = 980.6199 gals.).
 BZ0139
 BZ0139.The modeled gravity was interpolated from observed gravity values.
 BZ0139
 BZ0139;                    North         East    Units  Estimated Accuracy
 BZ0139;SPC TX C     - 3,226,850.    1,087,180.      MT  (+/- 180 meters Scaled)
 BZ0139
 BZ0139                          SUPERSEDED SURVEY CONTROL
 BZ0139
 BZ0139  NGVD 29 (??/??/92)  132.988  (m)          436.31   (f) ADJ UNCH    2 0
 BZ0139
 BZ0139.Superseded values are not recommended for survey control.
 BZ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0139.See file dsdata.txt to determine how the superseded data were derived.
 BZ0139
 BZ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA607048(NAD 83)
 BZ0139_MARKER: DB = BENCH MARK DISK
 BZ0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0139_SP_SET: CULVERT
 BZ0139_STAMPING: M 935 1948
 BZ0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0139
 BZ0139  HISTORY     - Date     Condition        Report By
 BZ0139  HISTORY     - 1948     MONUMENTED       CGS
 BZ0139  HISTORY     - 1956     GOOD             NGS
 BZ0139
 BZ0139                          STATION DESCRIPTION
 BZ0139
 BZ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0139'2.5 MI NE FROM TEAGUE.
 BZ0139'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY NO.84 FROM THE POST OFFICE AT
 BZ0139'TEAGUE, 17.7 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, IN THE TOP
 BZ0139'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A FOUR COMPARTMENT
 BZ0139'CONCRETE CULVERT AND SET IN A DRILL HOLE.
 BZ0139
 BZ0139                          STATION RECOVERY (1956)
 BZ0139
 BZ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BZ0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1465 ***********************************************************************
 BZ1465  DESIGNATION -  M 935 RESET
 BZ1465  PID         -  BZ1465
 BZ1465  STATE/COUNTY-  TX/FREESTONE
 BZ1465  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ1465
 BZ1465                         *CURRENT SURVEY CONTROL
 BZ1465  ___________________________________________________________________
 BZ1465* NAD 83(1986)-  31 38 56.     (N)    096 15 01.     (W)     SCALED    
 BZ1465* NAVD 88     -       133.82   (meters)     439.0    (feet)  RESET     
 BZ1465  ___________________________________________________________________
 BZ1465  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BZ1465
 BZ1465  VERT ORDER  -  THIRD
 BZ1465
 BZ1465.The horizontal coordinates were scaled from a topographic map and have
 BZ1465.an estimated accuracy of +/- 6 seconds.
 BZ1465
 BZ1465.The orthometric height was computed from unverified reset data.
 BZ1465
 BZ1465.The geoid height was determined by GEOID03.
 BZ1465
 BZ1465;                    North         East    Units  Estimated Accuracy
 BZ1465;SPC TX C     - 3,226,850.    1,087,180.      MT  (+/- 180 meters Scaled)
 BZ1465
 BZ1465                          SUPERSEDED SURVEY CONTROL
 BZ1465
 BZ1465  NGVD 29 (01/29/03)  133.81   (m)          439.0    (f) RESET       3  
 BZ1465
 BZ1465.Superseded values are not recommended for survey control.
 BZ1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1465.See file dsdata.txt to determine how the superseded data were derived.
 BZ1465
 BZ1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA607048(NAD 83)
 BZ1465_MARKER: DB = BENCH MARK DISK
 BZ1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1465_SP_SET: CONCRETE POST
 BZ1465_STAMPING: M 935 RESET 1956
 BZ1465_MARK LOGO: CGS   
 BZ1465_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1465+STABILITY: SURFACE MOTION
 BZ1465
 BZ1465  HISTORY     - Date     Condition        Report By
 BZ1465  HISTORY     - 1956     MONUMENTED       CGS
 BZ1465
 BZ1465                          STATION DESCRIPTION
 BZ1465
 BZ1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BZ1465'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 84, FROM THE POST OFFICE IN
 BZ1465'TEAGUE, ABOUT 75 YARDS NORTH OF A 4 COMPARTMENT CULVERT UNDER THE
 BZ1465'HIGHWAY, ABOUT 5 FEET WEST OF THE WEST HIGHWAY RIGHT-OF-WAY LINE, 1
 BZ1465'FOOT NORTH OF AN OLD FENCE LINE AND ALONG THE NORTH EDGE OF THE CREEK
 BZ1465'BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0049 ***********************************************************************
 BZ0049  DESIGNATION -  M 936
 BZ0049  PID         -  BZ0049
 BZ0049  STATE/COUNTY-  TX/FREESTONE
 BZ0049  USGS QUAD   -  FAIRFIELD (1982)
 BZ0049
 BZ0049                         *CURRENT SURVEY CONTROL
 BZ0049  ___________________________________________________________________
 BZ0049* NAD 83(1986)-  31 43 53.     (N)    096 12 02.     (W)     SCALED    
 BZ0049* NAVD 88     -       131.904  (meters)     432.75   (feet)  ADJUSTED  
 BZ0049  ___________________________________________________________________
 BZ0049  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ0049  DYNAMIC HT  -         131.747 (meters)     432.24  (feet)  COMP
 BZ0049  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 BZ0049
 BZ0049  VERT ORDER  -  SECOND    CLASS 0
 BZ0049
 BZ0049.The horizontal coordinates were scaled from a topographic map and have
 BZ0049.an estimated accuracy of +/- 6 seconds.
 BZ0049
 BZ0049.The orthometric height was determined by differential leveling
 BZ0049.and adjusted by the National Geodetic Survey in June 1991..
 BZ0049
 BZ0049.The geoid height was determined by GEOID03.
 BZ0049
 BZ0049.The dynamic height is computed by dividing the NAVD 88
 BZ0049.geopotential number by the normal gravity value computed on the
 BZ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0049.degrees latitude (g = 980.6199 gals.).
 BZ0049
 BZ0049.The modeled gravity was interpolated from observed gravity values.
 BZ0049
 BZ0049;                    North         East    Units  Estimated Accuracy
 BZ0049;SPC TX C     - 3,236,170.    1,091,550.      MT  (+/- 180 meters Scaled)
 BZ0049
 BZ0049                          SUPERSEDED SURVEY CONTROL
 BZ0049
 BZ0049  NGVD 29 (??/??/92)  131.895  (m)          432.73   (f) ADJ UNCH    2 0
 BZ0049
 BZ0049.Superseded values are not recommended for survey control.
 BZ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0049.See file dsdata.txt to determine how the superseded data were derived.
 BZ0049
 BZ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA652140(NAD 83)
 BZ0049_MARKER: DB = BENCH MARK DISK
 BZ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0049_STAMPING: M 936 1948
 BZ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0049+STABILITY: SURFACE MOTION
 BZ0049
 BZ0049  HISTORY     - Date     Condition        Report By
 BZ0049  HISTORY     - 1948     MONUMENTED       CGS
 BZ0049  HISTORY     - 20020824 GOOD             USPSQD
 BZ0049
 BZ0049                          STATION DESCRIPTION
 BZ0049
 BZ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0049'2.05 MI W FROM FAIRFIELD.
 BZ0049'2.05 MILES WEST ALONG FARM HIGHWAY NO.27 FROM THE JUNCTION WITH U.S.
 BZ0049'HIGHWAY NO.84 AT FAIRFIELD, 49.3 FEET SOUTH OF THE CENTER OF THE
 BZ0049'HIGHWAY, 26.2 FEET EAST OF THE CENTER OF A STEEL CATTLE GUARD AND A
 BZ0049'PRIVATE ROAD OF THE TEXAS OIL COMPANY, 150.0 FEET NORTH OF THE NORTH
 BZ0049'END OF A SMALL POND, 1.5 FEET WEST OF A WITNESS POST, 1.0 FOOT NORTH
 BZ0049'OF A BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0049'PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0049
 BZ0049                          STATION RECOVERY (2002)
 BZ0049
 BZ0049'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0681 ***********************************************************************
 BZ0681  DESIGNATION -  M 937
 BZ0681  PID         -  BZ0681
 BZ0681  STATE/COUNTY-  TX/NAVARRO
 BZ0681  USGS QUAD   -  DAWSON (1978)
 BZ0681
 BZ0681                         *CURRENT SURVEY CONTROL
 BZ0681  ___________________________________________________________________
 BZ0681* NAD 83(1986)-  31 52 42.     (N)    096 38 49.     (W)     SCALED    
 BZ0681* NAVD 88     -       145.831  (meters)     478.45   (feet)  ADJUSTED  
 BZ0681  ___________________________________________________________________
 BZ0681  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BZ0681  DYNAMIC HT  -         145.659 (meters)     477.88  (feet)  COMP
 BZ0681  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 BZ0681
 BZ0681  VERT ORDER  -  SECOND    CLASS 0
 BZ0681
 BZ0681.The horizontal coordinates were scaled from a topographic map and have
 BZ0681.an estimated accuracy of +/- 6 seconds.
 BZ0681
 BZ0681.The orthometric height was determined by differential leveling
 BZ0681.and adjusted by the National Geodetic Survey in June 1991..
 BZ0681
 BZ0681.The geoid height was determined by GEOID03.
 BZ0681
 BZ0681.The dynamic height is computed by dividing the NAVD 88
 BZ0681.geopotential number by the normal gravity value computed on the
 BZ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0681.degrees latitude (g = 980.6199 gals.).
 BZ0681
 BZ0681.The modeled gravity was interpolated from observed gravity values.
 BZ0681
 BZ0681;                    North         East    Units  Estimated Accuracy
 BZ0681;SPC TXNC     - 2,025,020.      775,340.      MT  (+/- 180 meters Scaled)
 BZ0681
 BZ0681                          SUPERSEDED SURVEY CONTROL
 BZ0681
 BZ0681  NGVD 29 (??/??/92)  145.809  (m)          478.38   (f) ADJ UNCH    2 0
 BZ0681
 BZ0681.Superseded values are not recommended for survey control.
 BZ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0681.See file dsdata.txt to determine how the superseded data were derived.
 BZ0681
 BZ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA225293(NAD 83)
 BZ0681_MARKER: DB = BENCH MARK DISK
 BZ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0681_STAMPING: M 937 1948
 BZ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0681+STABILITY: SURFACE MOTION
 BZ0681
 BZ0681  HISTORY     - Date     Condition        Report By
 BZ0681  HISTORY     - 1948     MONUMENTED       CGS
 BZ0681
 BZ0681                          STATION DESCRIPTION
 BZ0681
 BZ0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0681'5.15 MI SE FROM DAWSON.
 BZ0681'4.15 MILES EAST ALONG FARM ROAD 709 FROM THE RAILROAD STATION AT
 BZ0681'DAWSON, THENCE 1.0 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, AT A T
 BZ0681'ROAD JUNCTION, 125.0 FEET SOUTHWEST OF THE CENTER LINE OF THE T ROAD,
 BZ0681'94.0 FEET NORTH OF THE NORTH CORNER OF A FARMHOUSE, 25.7 FEET
 BZ0681'SOUTHEAST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 5.0
 BZ0681'FEET SOUTHWEST OF A FENCE CORNER, 2.0 FEET NORTHEAST OF A WITNESS
 BZ0681'POST, 1.0 FOOT NORTHWEST OF A GARDEN FENCE, SET IN THE TOP OF A
 BZ0681'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0042 ***********************************************************************
 BZ0042  DESIGNATION -  M 938
 BZ0042  PID         -  BZ0042
 BZ0042  STATE/COUNTY-  TX/NAVARRO
 BZ0042  USGS QUAD   -  WORTHAM (1982)
 BZ0042
 BZ0042                         *CURRENT SURVEY CONTROL
 BZ0042  ___________________________________________________________________
 BZ0042* NAD 83(1986)-  31 51 07.     (N)    096 26 47.     (W)     SCALED    
 BZ0042* NAVD 88     -       127.359  (meters)     417.84   (feet)  ADJUSTED  
 BZ0042  ___________________________________________________________________
 BZ0042  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 BZ0042  DYNAMIC HT  -         127.210 (meters)     417.35  (feet)  COMP
 BZ0042  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 BZ0042
 BZ0042  VERT ORDER  -  SECOND    CLASS 0
 BZ0042
 BZ0042.The horizontal coordinates were scaled from a topographic map and have
 BZ0042.an estimated accuracy of +/- 6 seconds.
 BZ0042
 BZ0042.The orthometric height was determined by differential leveling
 BZ0042.and adjusted by the National Geodetic Survey in June 1991..
 BZ0042
 BZ0042.The geoid height was determined by GEOID03.
 BZ0042
 BZ0042.The dynamic height is computed by dividing the NAVD 88
 BZ0042.geopotential number by the normal gravity value computed on the
 BZ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0042.degrees latitude (g = 980.6199 gals.).
 BZ0042
 BZ0042.The modeled gravity was interpolated from observed gravity values.
 BZ0042
 BZ0042;                    North         East    Units  Estimated Accuracy
 BZ0042;SPC TXNC     - 2,022,450.      794,370.      MT  (+/- 180 meters Scaled)
 BZ0042
 BZ0042                          SUPERSEDED SURVEY CONTROL
 BZ0042
 BZ0042  NGVD 29 (??/??/92)  127.344  (m)          417.79   (f) ADJ UNCH    2 0
 BZ0042
 BZ0042.Superseded values are not recommended for survey control.
 BZ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0042.See file dsdata.txt to determine how the superseded data were derived.
 BZ0042
 BZ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA416268(NAD 83)
 BZ0042_MARKER: DB = BENCH MARK DISK
 BZ0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0042_SP_SET: CULVERT
 BZ0042_STAMPING: M 938 1948
 BZ0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0042
 BZ0042  HISTORY     - Date     Condition        Report By
 BZ0042  HISTORY     - 1948     MONUMENTED       CGS
 BZ0042  HISTORY     - 20020824 GOOD             USPSQD
 BZ0042
 BZ0042                          STATION DESCRIPTION
 BZ0042
 BZ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0042'4.15 MI N FROM WORTHAM.
 BZ0042'4.15 MILES NORTH ALONG STATE HIGHWAY NO.14 FROM THE CITY WATER TOWER
 BZ0042'AT WORTHAM, 1.0 MILE SOUTH OF BENCH MARK L 938, ABOUT TWO POLES NORTH
 BZ0042'OF MILEPOST 193 OF THE TEXAS AND NEW ORLEANS RAILROAD, 79.5 FEET WEST
 BZ0042'OF THE WEST RAIL, 21.4 FEET EAST OF THE CENTER OF THE HIGHWAY, IN THE
 BZ0042'TOP AND AT THE CENTER OF THE EAST HEADWALL OF A THREE COMPARTMENT
 BZ0042'CONCRETE CULVERT AND SET IN A DRILL HOLE.
 BZ0042
 BZ0042                          STATION RECOVERY (2002)
 BZ0042
 BZ0042'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 BZ0042'MIDDLE NUMBER 3 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0328 ***********************************************************************
 CR0328  DESIGNATION -  M 939
 CR0328  PID         -  CR0328
 CR0328  STATE/COUNTY-  TX/SMITH
 CR0328  USGS QUAD   -  LINDALE (1981)
 CR0328
 CR0328                         *CURRENT SURVEY CONTROL
 CR0328  ___________________________________________________________________
 CR0328* NAD 83(1986)-  32 30 57.     (N)    095 24 46.     (W)     SCALED    
 CR0328* NAVD 88     -       171.145  (meters)     561.50   (feet)  ADJUSTED  
 CR0328  ___________________________________________________________________
 CR0328  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0328  DYNAMIC HT  -         170.948 (meters)     560.85  (feet)  COMP
 CR0328  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 CR0328
 CR0328  VERT ORDER  -  SECOND    CLASS 0
 CR0328
 CR0328.The horizontal coordinates were scaled from a topographic map and have
 CR0328.an estimated accuracy of +/- 6 seconds.
 CR0328
 CR0328.The orthometric height was determined by differential leveling
 CR0328.and adjusted by the National Geodetic Survey in June 1991..
 CR0328
 CR0328.The geoid height was determined by GEOID03.
 CR0328
 CR0328.The dynamic height is computed by dividing the NAVD 88
 CR0328.geopotential number by the normal gravity value computed on the
 CR0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0328.degrees latitude (g = 980.6199 gals.).
 CR0328
 CR0328.The modeled gravity was interpolated from observed gravity values.
 CR0328
 CR0328;                    North         East    Units  Estimated Accuracy
 CR0328;SPC TXNC     - 2,098,430.      890,010.      MT  (+/- 180 meters Scaled)
 CR0328
 CR0328                          SUPERSEDED SURVEY CONTROL
 CR0328
 CR0328  NGVD 29 (??/??/92)  171.176  (m)          561.60   (f) ADJ UNCH    2 0
 CR0328
 CR0328.Superseded values are not recommended for survey control.
 CR0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0328.See file dsdata.txt to determine how the superseded data were derived.
 CR0328
 CR0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS733001(NAD 83)
 CR0328_MARKER: DB = BENCH MARK DISK
 CR0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0328_SP_SET: BUILDING
 CR0328_STAMPING: M 939 1948
 CR0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0328
 CR0328  HISTORY     - Date     Condition        Report By
 CR0328  HISTORY     - 1948     MONUMENTED       CGS
 CR0328  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0328
 CR0328                          STATION DESCRIPTION
 CR0328
 CR0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0328'IN LINDALE.
 CR0328'AT LINDALE, 0.25 MILE WEST OF THE INTERNATIONAL-GREAT NORTHERN
 CR0328'RAILROAD STATION, AT THE HIGH SCHOOL, 0.7 FOOT EAST OF THE SOUTHWEST
 CR0328'CORNER OF AND SET VERTICALLY 3.4 FEET ABOVE THE GROUND IN THE SOUTH
 CR0328'BRICK WALL OF THE HIGH SCHOOL.
 CR0328
 CR0328                          STATION RECOVERY (1996)
 CR0328
 CR0328'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0489 ***********************************************************************
 AJ0489  DESIGNATION -  M 94
 AJ0489  PID         -  AJ0489
 AJ0489  STATE/COUNTY-  TX/DUVAL
 AJ0489  USGS QUAD   -  BRUNI SE (1972)
 AJ0489
 AJ0489                         *CURRENT SURVEY CONTROL
 AJ0489  ___________________________________________________________________
 AJ0489* NAD 83(1986)-  27 21 26.     (N)    098 46 20.     (W)     SCALED    
 AJ0489* NAVD 88     -       213.641  (meters)     700.92   (feet)  ADJUSTED  
 AJ0489  ___________________________________________________________________
 AJ0489  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AJ0489  DYNAMIC HT  -         213.298 (meters)     699.80  (feet)  COMP
 AJ0489  MODELED GRAV-     979,032.8   (mgal)                       NAVD 88
 AJ0489
 AJ0489  VERT ORDER  -  FIRST     CLASS II
 AJ0489
 AJ0489.The horizontal coordinates were scaled from a topographic map and have
 AJ0489.an estimated accuracy of +/- 6 seconds.
 AJ0489
 AJ0489.The orthometric height was determined by differential leveling
 AJ0489.and adjusted by the National Geodetic Survey in June 1991..
 AJ0489
 AJ0489.The geoid height was determined by GEOID03.
 AJ0489
 AJ0489.The dynamic height is computed by dividing the NAVD 88
 AJ0489.geopotential number by the normal gravity value computed on the
 AJ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0489.degrees latitude (g = 980.6199 gals.).
 AJ0489
 AJ0489.The modeled gravity was interpolated from observed gravity values.
 AJ0489
 AJ0489;                    North         East    Units  Estimated Accuracy
 AJ0489;SPC TX S     - 5,187,330.      273,070.      MT  (+/- 180 meters Scaled)
 AJ0489
 AJ0489                          SUPERSEDED SURVEY CONTROL
 AJ0489
 AJ0489  NGVD 29 (??/??/92)  213.658  (m)          700.98   (f) ADJ UNCH    1 2
 AJ0489
 AJ0489.Superseded values are not recommended for survey control.
 AJ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0489.See file dsdata.txt to determine how the superseded data were derived.
 AJ0489
 AJ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR225260(NAD 83)
 AJ0489_MARKER: DB = BENCH MARK DISK
 AJ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0489_STAMPING: M 94 1933 700.976
 AJ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0489+STABILITY: SURFACE MOTION
 AJ0489
 AJ0489  HISTORY     - Date     Condition        Report By
 AJ0489  HISTORY     - 1933     MONUMENTED       CGS
 AJ0489  HISTORY     - 1971     MARK NOT FOUND   USGS
 AJ0489
 AJ0489                          STATION DESCRIPTION
 AJ0489
 AJ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0489'7.1 MI NW FROM HEBBRONVILLE.
 AJ0489'ON THE TEXAS-MEXICAN RR. 15 FT. E OF MILE POST 55.  25 FT. N OF TRACK.
 AJ0489
 AJ0489                          STATION RECOVERY (1971)
 AJ0489
 AJ0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AJ0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0081 ***********************************************************************
 BZ0081  DESIGNATION -  M 940
 BZ0081  PID         -  BZ0081
 BZ0081  STATE/COUNTY-  TX/NAVARRO
 BZ0081  USGS QUAD   -  RICHLAND (1978)
 BZ0081
 BZ0081                         *CURRENT SURVEY CONTROL
 BZ0081  ___________________________________________________________________
 BZ0081* NAD 83(1986)-  31 58 28.     (N)    096 28 39.     (W)     SCALED    
 BZ0081* NAVD 88     -       114.100  (meters)     374.34   (feet)  ADJUSTED  
 BZ0081  ___________________________________________________________________
 BZ0081  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0081  DYNAMIC HT  -         113.966 (meters)     373.90  (feet)  COMP
 BZ0081  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 BZ0081
 BZ0081  VERT ORDER  -  SECOND    CLASS 0
 BZ0081
 BZ0081.The horizontal coordinates were scaled from a topographic map and have
 BZ0081.an estimated accuracy of +/- 6 seconds.
 BZ0081
 BZ0081.The orthometric height was determined by differential leveling
 BZ0081.and adjusted by the National Geodetic Survey in June 1991..
 BZ0081
 BZ0081.The geoid height was determined by GEOID03.
 BZ0081
 BZ0081.The dynamic height is computed by dividing the NAVD 88
 BZ0081.geopotential number by the normal gravity value computed on the
 BZ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0081.degrees latitude (g = 980.6199 gals.).
 BZ0081
 BZ0081.The modeled gravity was interpolated from observed gravity values.
 BZ0081
 BZ0081;                    North         East    Units  Estimated Accuracy
 BZ0081;SPC TXNC     - 2,035,970.      791,160.      MT  (+/- 180 meters Scaled)
 BZ0081
 BZ0081                          SUPERSEDED SURVEY CONTROL
 BZ0081
 BZ0081  NGVD 29 (??/??/92)  114.088  (m)          374.30   (f) ADJ UNCH    2 0
 BZ0081
 BZ0081.Superseded values are not recommended for survey control.
 BZ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0081.See file dsdata.txt to determine how the superseded data were derived.
 BZ0081
 BZ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA383403(NAD 83)
 BZ0081_MARKER: DB = BENCH MARK DISK
 BZ0081_SETTING: 0 = UNSPECIFIED SETTING
 BZ0081_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 BZ0081_STAMPING: M 940 1948
 BZ0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0081
 BZ0081  HISTORY     - Date     Condition        Report By
 BZ0081  HISTORY     - 1948     MONUMENTED       CGS
 BZ0081  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0081
 BZ0081                          STATION DESCRIPTION
 BZ0081
 BZ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0081'5.8 MI SE FROM CORBET.
 BZ0081'3.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STATION SIGN AT
 BZ0081'CORBET, THENCE 2.5 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 1.1 MILES
 BZ0081'SOUTHEAST OF FARM ROAD NO. 709, AT THE WEST CORNER OF A FARM YARD,
 BZ0081'60.0 FEET WEST OF THE WEST CORNER OF THE FARMHOUSE, 25.0 FEET
 BZ0081'NORTHEAST OF THE CENTER LINE OF THE ROAD, 21.0 FEET NORTHWEST OF THE
 BZ0081'CENTER LINE OF THE PRIVATE ROAD LEADING TO THE HOUSE, 5.7 FEET
 BZ0081'NORTHEAST OF A CORNER FENCE POST, 1.4 FEET SOUTHEAST OF A FENCE, 1.6
 BZ0081'FEET SOUTHWEST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 BZ0081'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BZ0081
 BZ0081                          STATION RECOVERY (1963)
 BZ0081
 BZ0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1880 ***********************************************************************
 CS1880  DESIGNATION -  M 941
 CS1880  PID         -  CS1880
 CS1880  STATE/COUNTY-  TX/DENTON
 CS1880  USGS QUAD   -  COLLEYVILLE (1981)
 CS1880
 CS1880                         *CURRENT SURVEY CONTROL
 CS1880  ___________________________________________________________________
 CS1880* NAD 83(1986)-  32 59 39.     (N)    097 11 45.     (W)     SCALED    
 CS1880* NAVD 88     -       185.661  (meters)     609.12   (feet)  ADJUSTED  
 CS1880  ___________________________________________________________________
 CS1880  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CS1880  DYNAMIC HT  -         185.445 (meters)     608.41  (feet)  COMP
 CS1880  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 CS1880
 CS1880  VERT ORDER  -  SECOND    CLASS 0
 CS1880
 CS1880.The horizontal coordinates were scaled from a topographic map and have
 CS1880.an estimated accuracy of +/- 6 seconds.
 CS1880
 CS1880.The orthometric height was determined by differential leveling
 CS1880.and adjusted by the National Geodetic Survey in June 1991..
 CS1880
 CS1880.The geoid height was determined by GEOID03.
 CS1880
 CS1880.The dynamic height is computed by dividing the NAVD 88
 CS1880.geopotential number by the normal gravity value computed on the
 CS1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1880.degrees latitude (g = 980.6199 gals.).
 CS1880
 CS1880.The modeled gravity was interpolated from observed gravity values.
 CS1880
 CS1880;                    North         East    Units  Estimated Accuracy
 CS1880;SPC TXNC     - 2,147,960.      721,870.      MT  (+/- 180 meters Scaled)
 CS1880
 CS1880                          SUPERSEDED SURVEY CONTROL
 CS1880
 CS1880  NGVD 29 (??/??/92)  185.647  (m)          609.08   (f) ADJ UNCH    2 0
 CS1880
 CS1880.Superseded values are not recommended for survey control.
 CS1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1880.See file dsdata.txt to determine how the superseded data were derived.
 CS1880
 CS1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB685520(NAD 83)
 CS1880_MARKER: DB = BENCH MARK DISK
 CS1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1880_STAMPING: M 941 1946
 CS1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1880+STABILITY: SURFACE MOTION
 CS1880
 CS1880  HISTORY     - Date     Condition        Report By
 CS1880  HISTORY     - 1946     MONUMENTED       CGS
 CS1880  HISTORY     - 1967     MARK NOT FOUND   NGS
 CS1880  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1880  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1880
 CS1880                          STATION DESCRIPTION
 CS1880
 CS1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CS1880'2.1 MI NE FROM ROANOKE.
 CS1880'0.4 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ROANOKE,
 CS1880'DENTON COUNTY, THENCE 1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 114.
 CS1880'51.4 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET WEST OF THE
 CS1880'WEST END OF A BOARD GATE, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A
 CS1880'WHITE WOODEN WITNESS POST, AND 1.5 FEET LOWER THAN THE HIGHWAY, A
 CS1880'STANDARD DISK, STAMPED M 941 1946 AND SET IN THE TOP OF A CONCRETE
 CS1880'POST PROJECTING 3 INCHES ABOVE GROUND.
 CS1880
 CS1880                          STATION RECOVERY (1991)
 CS1880
 CS1880'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDS)
 CS1880'MARK NOT FOUND.
 CS1880
 CS1880                          STATION RECOVERY (2005)
 CS1880
 CS1880'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1955 ***********************************************************************
 CS1955  DESIGNATION -  M 942
 CS1955  PID         -  CS1955
 CS1955  STATE/COUNTY-  TX/TARRANT
 CS1955  USGS QUAD   -  HURST (1981)
 CS1955
 CS1955                         *CURRENT SURVEY CONTROL
 CS1955  ___________________________________________________________________
 CS1955* NAD 83(1986)-  32 51 47.     (N)    097 10 35.     (W)     SCALED    
 CS1955* NAVD 88     -       185.597  (meters)     608.91   (feet)  ADJUSTED  
 CS1955  ___________________________________________________________________
 CS1955  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CS1955  DYNAMIC HT  -         185.381 (meters)     608.20  (feet)  COMP
 CS1955  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 CS1955
 CS1955  VERT ORDER  -  SECOND    CLASS 0
 CS1955
 CS1955.The horizontal coordinates were scaled from a topographic map and have
 CS1955.an estimated accuracy of +/- 6 seconds.
 CS1955
 CS1955.The orthometric height was determined by differential leveling
 CS1955.and adjusted by the National Geodetic Survey in June 1991..
 CS1955
 CS1955.The geoid height was determined by GEOID03.
 CS1955
 CS1955.The dynamic height is computed by dividing the NAVD 88
 CS1955.geopotential number by the normal gravity value computed on the
 CS1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1955.degrees latitude (g = 980.6199 gals.).
 CS1955
 CS1955.The modeled gravity was interpolated from observed gravity values.
 CS1955
 CS1955;                    North         East    Units  Estimated Accuracy
 CS1955;SPC TXNC     - 2,133,450.      723,870.      MT  (+/- 180 meters Scaled)
 CS1955
 CS1955                          SUPERSEDED SURVEY CONTROL
 CS1955
 CS1955  NGVD 29 (??/??/92)  185.585  (m)          608.87   (f) ADJ UNCH    2 0
 CS1955
 CS1955.Superseded values are not recommended for survey control.
 CS1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1955.See file dsdata.txt to determine how the superseded data were derived.
 CS1955
 CS1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB706375(NAD 83)
 CS1955_MARKER: DB = BENCH MARK DISK
 CS1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1955_SP_SET: CONCRETE POST
 CS1955_STAMPING: M 942 1946
 CS1955_MARK LOGO: CGS   
 CS1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1955+STABILITY: SURFACE MOTION
 CS1955
 CS1955  HISTORY     - Date     Condition        Report By
 CS1955  HISTORY     - 1946     MONUMENTED       CGS
 CS1955  HISTORY     - 1957     GOOD             NGS
 CS1955  HISTORY     - 19800924 GOOD             NGS
 CS1955  HISTORY     - 20020528 MARK NOT FOUND   GEOCAC
 CS1955
 CS1955                          STATION DESCRIPTION
 CS1955
 CS1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1955'8.2 MI SW FROM GRAPEVINE.
 CS1955'8.2 MILES SOUTHWEST ALONG STATE HIGHWAY 121 FROM THE FIRST NATIONAL
 CS1955'BANK AT GRAPEVINE, TARRANT COUNTY, 0.1 MILE SOUTHWEST OF THE
 CS1955'T-JUNCTION OF A ROAD LEADING WEST, 48 FEET NORTHWEST OF THE CENTERLINE
 CS1955'OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A FENCE, 1 FOOT NORTH OF A WHITE
 CS1955'WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 CS1955'DISK, STAMPED M 942 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS1955'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- IT IS ABOUT 1.6 MILES
 CS1955'SOUTHWEST OF COLLEYVILLE.
 CS1955
 CS1955                          STATION RECOVERY (1980)
 CS1955
 CS1955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS1955'RECOVERED IN GOOD CONDITION.
 CS1955
 CS1955                          STATION RECOVERY (2002)
 CS1955
 CS1955'RECOVERY NOTE BY GEOCACHING 2002
 CS1955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3393 ***********************************************************************
 CS3393  DESIGNATION -  M 942 RESET
 CS3393  PID         -  CS3393
 CS3393  STATE/COUNTY-  TX/TARRANT
 CS3393  USGS QUAD   -  HURST (1981)
 CS3393
 CS3393                         *CURRENT SURVEY CONTROL
 CS3393  ___________________________________________________________________
 CS3393* NAD 83(1986)-  32 51 47.     (N)    097 10 35.     (W)     SCALED    
 CS3393* NAVD 88     -       184.92   (meters)     606.7    (feet)  RESET     
 CS3393  ___________________________________________________________________
 CS3393  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CS3393
 CS3393  VERT ORDER  -  THIRD
 CS3393
 CS3393.The horizontal coordinates were scaled from a topographic map and have
 CS3393.an estimated accuracy of +/- 6 seconds.
 CS3393
 CS3393.The orthometric height was computed from unverified reset data.
 CS3393.No vertical observational check was made to the station.
 CS3393
 CS3393.The geoid height was determined by GEOID03.
 CS3393
 CS3393;                    North         East    Units  Estimated Accuracy
 CS3393;SPC TXNC     - 2,133,450.      723,870.      MT  (+/- 180 meters Scaled)
 CS3393
 CS3393                          SUPERSEDED SURVEY CONTROL
 CS3393
 CS3393  NGVD 29 (01/29/03)  184.91   (m)          606.7    (f) RESET       3  
 CS3393
 CS3393.Superseded values are not recommended for survey control.
 CS3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3393.See file dsdata.txt to determine how the superseded data were derived.
 CS3393
 CS3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB706375(NAD 83)
 CS3393_MARKER: DB = BENCH MARK DISK
 CS3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3393_SP_SET: CONCRETE POST
 CS3393_STAMPING: M 942 RESET 1980
 CS3393_MARK LOGO: NGS   
 CS3393_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3393+STABILITY: SURFACE MOTION
 CS3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS3393+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 CS3393
 CS3393  HISTORY     - Date     Condition        Report By
 CS3393  HISTORY     - 1980     MONUMENTED       NGS
 CS3393  HISTORY     - 19970301 GOOD             USPSQD
 CS3393  HISTORY     - 20020528 GOOD             INDIV
 CS3393
 CS3393                          STATION DESCRIPTION
 CS3393
 CS3393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CS3393'8.2 MI (13.2 KM) SOUTHWEST ALONG STATE HIGHWAY 26 (OLD 121) FROM
 CS3393'GRAPEVINE AT HURSTVIEW STREET, 83.0 FT (25.3 M) NORTHEAST OF THE
 CS3393'CENTERLINE OF 26, AND 0.8 FT (0.2 M) NORTHWEST OF A CONCRETE AND
 CS3393'BRICK FENCE PILLAR.
 CS3393
 CS3393                          STATION RECOVERY (1997)
 CS3393
 CS3393'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3393'RECOVERED IN GOOD CONDITION.
 CS3393
 CS3393                          STATION RECOVERY (2002)
 CS3393
 CS3393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS3393'DESCRIPTION SHOULD READ,'SE CORNER OF HWY 26 AND HURSTVIEW'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1974 ***********************************************************************
 CS1974  DESIGNATION -  M 943
 CS1974  PID         -  CS1974
 CS1974  STATE/COUNTY-  TX/TARRANT
 CS1974  USGS QUAD   -  HURST (1981)
 CS1974
 CS1974                         *CURRENT SURVEY CONTROL
 CS1974  ___________________________________________________________________
 CS1974* NAD 83(1986)-  32 46 22.     (N)    097 12 46.     (W)     SCALED    
 CS1974* NAVD 88     -       170.996  (meters)     561.01   (feet)  ADJUSTED  
 CS1974  ___________________________________________________________________
 CS1974  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CS1974  DYNAMIC HT  -         170.797 (meters)     560.36  (feet)  COMP
 CS1974  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 CS1974
 CS1974  VERT ORDER  -  SECOND    CLASS 0
 CS1974
 CS1974.The horizontal coordinates were scaled from a topographic map and have
 CS1974.an estimated accuracy of +/- 6 seconds.
 CS1974
 CS1974.The orthometric height was determined by differential leveling
 CS1974.and adjusted by the National Geodetic Survey in June 1991..
 CS1974
 CS1974.The geoid height was determined by GEOID03.
 CS1974
 CS1974.The dynamic height is computed by dividing the NAVD 88
 CS1974.geopotential number by the normal gravity value computed on the
 CS1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1974.degrees latitude (g = 980.6199 gals.).
 CS1974
 CS1974.The modeled gravity was interpolated from observed gravity values.
 CS1974
 CS1974;                    North         East    Units  Estimated Accuracy
 CS1974;SPC TXNC     - 2,123,400.      720,590.      MT  (+/- 180 meters Scaled)
 CS1974
 CS1974                          SUPERSEDED SURVEY CONTROL
 CS1974
 CS1974  NGVD 29 (??/??/92)  170.993  (m)          561.00   (f) ADJ UNCH    2 0
 CS1974
 CS1974.Superseded values are not recommended for survey control.
 CS1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1974.See file dsdata.txt to determine how the superseded data were derived.
 CS1974
 CS1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB673275(NAD 83)
 CS1974_MARKER: DB = BENCH MARK DISK
 CS1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1974_STAMPING: M 943 1946 561.000
 CS1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1974+STABILITY: SURFACE MOTION
 CS1974
 CS1974  HISTORY     - Date     Condition        Report By
 CS1974  HISTORY     - 1946     MONUMENTED       CGS
 CS1974  HISTORY     - 1956     GOOD             NGS
 CS1974  HISTORY     - 1961     POOR             NGS
 CS1974  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1974
 CS1974                          STATION DESCRIPTION
 CS1974
 CS1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1974'3 MI N FROM HANDLEY.
 CS1974'3.0 MILES NORTH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF HIGHWAY
 CS1974'80 ALONG HANDLEY DRIVE, AT THE INTERSECTION OF A FARM ROAD TO THE
 CS1974'EAST, 3 FEET NORTH OF A GATE POST, IN THE EAST RIGHT-OF-WAY FENCE LINE
 CS1974'OF HANDLEY DRIVE, ABOUT 12 FEET NORTH OF THE CENTERLINE OF THE FARM
 CS1974'ROAD AND 7 FEET NORTHEAST FROM THE END OF AN IRON PIPE CULVERT. A
 CS1974'STANDARD DISK STAMPED M 943 1946 561.000 IN THE TOP OF A CONCRETE POST
 CS1974'WHICH IS NOW ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 CS1974
 CS1974                          STATION RECOVERY (1961)
 CS1974
 CS1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CS1974'MARK RECOVERED IN POOR CONDITION.
 CS1974
 CS1974                          STATION RECOVERY (1996)
 CS1974
 CS1974'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1975 ***********************************************************************
 CS1975  DESIGNATION -  M 943 RESET 1961
 CS1975  PID         -  CS1975
 CS1975  STATE/COUNTY-  TX/TARRANT
 CS1975  USGS QUAD   -  HURST (1981)
 CS1975
 CS1975                         *CURRENT SURVEY CONTROL
 CS1975  ___________________________________________________________________
 CS1975* NAD 83(1986)-  32 46 21.     (N)    097 12 46.     (W)     SCALED    
 CS1975* NAVD 88     -       171.22   (+/-2cm)     561.7    (feet)  VERTCON   
 CS1975  ___________________________________________________________________
 CS1975  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CS1975
 CS1975  VERT ORDER  -  THIRD (See Below)
 CS1975
 CS1975.The horizontal coordinates were scaled from a topographic map and have
 CS1975.an estimated accuracy of +/- 6 seconds.
 CS1975
 CS1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1975.The vertical order pertains to the NGVD 29 superseded value.
 CS1975
 CS1975.The geoid height was determined by GEOID03.
 CS1975
 CS1975;                    North         East    Units  Estimated Accuracy
 CS1975;SPC TXNC     - 2,123,360.      720,590.      MT  (+/- 180 meters Scaled)
 CS1975
 CS1975                          SUPERSEDED SURVEY CONTROL
 CS1975
 CS1975  NGVD 29 (??/??/??)  171.22   (m)          561.7    (f) RESET       3  
 CS1975
 CS1975.Superseded values are not recommended for survey control.
 CS1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1975.See file dsdata.txt to determine how the superseded data were derived.
 CS1975
 CS1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB673274(NAD 83)
 CS1975_MARKER: DB = BENCH MARK DISK
 CS1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1975_STAMPING: M 943 RESET 1961
 CS1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1975+STABILITY: SURFACE MOTION
 CS1975
 CS1975  HISTORY     - Date     Condition        Report By
 CS1975  HISTORY     - 1961     MONUMENTED       CGS
 CS1975  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1975
 CS1975                          STATION DESCRIPTION
 CS1975
 CS1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CS1975'3 MI N FROM HANDLEY.
 CS1975'3.0 MILES NORTH ON HANDLEY DRIVE FROM THE STREET INTERSECTION OF EAST
 CS1975'LANCASTER AVE. AND HANDLEY DRIVE IN HANDLEY TO BENCH MARK ON THE LEFT,
 CS1975'176 FEET WEST OF THE CENTER OF HANDLEY DRIVE, 30 FEET NORTH FROM WHERE
 CS1975'THE POWER LINE CROSSES OVER THE ROAD, 29 FEET SOUTH OF A FARM
 CS1975'DRIVEWAY, 13 FEET SOUTH-SOUTHWEST OF THE MAIL BOX OF MR. D.F. REVES,
 CS1975'AND 6 INCHES WEST OF THE RIGHT-OF-WAY FENCE.  THIS BENCH MARK IS 0.35
 CS1975'MILE SOUTH OF THE JUNCTION OF RANDOL MILL ROAD AND HANDLEY DRIVE. A
 CS1975'STANDARD DISK STAMPED M 943 RESET 1961, SET IN A 12 X 12 IN. CONCRETE
 CS1975'POST WHICH PROJECTS 2 INCHES.
 CS1975
 CS1975                          STATION RECOVERY (1996)
 CS1975
 CS1975'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2002 ***********************************************************************
 CS2002  DESIGNATION -  M 944
 CS2002  PID         -  CS2002
 CS2002  STATE/COUNTY-  TX/TARRANT
 CS2002  USGS QUAD   -  EULESS (1981)
 CS2002
 CS2002                         *CURRENT SURVEY CONTROL
 CS2002  ___________________________________________________________________
 CS2002* NAD 83(1986)-  32 49 36.     (N)    097 06 18.     (W)     SCALED    
 CS2002* NAVD 88     -       168.824  (meters)     553.88   (feet)  ADJUSTED  
 CS2002  ___________________________________________________________________
 CS2002  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CS2002  DYNAMIC HT  -         168.629 (meters)     553.24  (feet)  COMP
 CS2002  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 CS2002
 CS2002  VERT ORDER  -  SECOND    CLASS 0
 CS2002
 CS2002.The horizontal coordinates were scaled from a topographic map and have
 CS2002.an estimated accuracy of +/- 6 seconds.
 CS2002
 CS2002.The orthometric height was determined by differential leveling
 CS2002.and adjusted by the National Geodetic Survey in June 1991..
 CS2002
 CS2002.The geoid height was determined by GEOID03.
 CS2002
 CS2002.The dynamic height is computed by dividing the NAVD 88
 CS2002.geopotential number by the normal gravity value computed on the
 CS2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2002.degrees latitude (g = 980.6199 gals.).
 CS2002
 CS2002.The modeled gravity was interpolated from observed gravity values.
 CS2002
 CS2002;                    North         East    Units  Estimated Accuracy
 CS2002;SPC TXNC     - 2,129,500.      730,600.      MT  (+/- 180 meters Scaled)
 CS2002
 CS2002                          SUPERSEDED SURVEY CONTROL
 CS2002
 CS2002  NGVD 29 (??/??/92)  168.829  (m)          553.90   (f) ADJ UNCH    2 0
 CS2002
 CS2002.Superseded values are not recommended for survey control.
 CS2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2002.See file dsdata.txt to determine how the superseded data were derived.
 CS2002
 CS2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB773336(NAD 83)
 CS2002_MARKER: DB = BENCH MARK DISK
 CS2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2002_STAMPING: M 944 1946
 CS2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2002+STABILITY: SURFACE MOTION
 CS2002
 CS2002  HISTORY     - Date     Condition        Report By
 CS2002  HISTORY     - 1946     MONUMENTED       CGS
 CS2002  HISTORY     - 1950     GOOD             NGS
 CS2002  HISTORY     - 20021228 MARK NOT FOUND   GEOCAC
 CS2002  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 CS2002
 CS2002                          STATION DESCRIPTION
 CS2002
 CS2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CS2002'01.5 MI W FROM EULESS.
 CS2002'TO REACH FROM THE MAIN CROSS ROADS IN EULESS, GO WEST ON HIGHWAY
 CS2002'NO.183 01.5 MILES TO THE MARK ON THE RIGHT OR NORTH.  THE MARK IS 61.5
 CS2002'FEET WEST OF THE CENTERLINE OF A FARM ROAD LEADING NORTH FROM THE
 CS2002'HIGHWAY, 57 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 CS2002'WEST BOUND TRAFFIC LANE, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 CS2002'LINE AND 1 FOOT WEST OF A 4 X 4 FT. WITNESS POST.  A STANDARD DISK
 CS2002'STAMPED M 944 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS2002'ABOUT 3 INCHES ABOVE THE GROUND.
 CS2002
 CS2002                          STATION RECOVERY (2002)
 CS2002
 CS2002'RECOVERY NOTE BY GEOCACHING 2002
 CS2002'MARK NOT FOUND.
 CS2002
 CS2002                          STATION RECOVERY (2004)
 CS2002
 CS2002'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 CS2002'THIS IS A VERY BUILT-UP AREA WITH LOTS OF CONSTRUCTION HAVING BEEN
 CS2002'DONE.  THERE ARE MANY DRIVES TO THE NORTH AND THE LEVEL OF THE GROUND
 CS2002'IS QUITE A BIT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0698 ***********************************************************************
 DN0698  DESIGNATION -  M 945
 DN0698  PID         -  DN0698
 DN0698  STATE/COUNTY-  TX/DENTON
 DN0698  USGS QUAD   -  JUSTIN (1978)
 DN0698
 DN0698                         *CURRENT SURVEY CONTROL
 DN0698  ___________________________________________________________________
 DN0698* NAD 83(1986)-  33 05 19.     (N)    097 16 32.     (W)     SCALED    
 DN0698* NAVD 88     -       183.590  (meters)     602.33   (feet)  ADJUSTED  
 DN0698  ___________________________________________________________________
 DN0698  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DN0698  DYNAMIC HT  -         183.377 (meters)     601.63  (feet)  COMP
 DN0698  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 DN0698
 DN0698  VERT ORDER  -  SECOND    CLASS 0
 DN0698
 DN0698.The horizontal coordinates were scaled from a topographic map and have
 DN0698.an estimated accuracy of +/- 6 seconds.
 DN0698
 DN0698.The orthometric height was determined by differential leveling
 DN0698.and adjusted by the National Geodetic Survey in June 1991..
 DN0698
 DN0698.The geoid height was determined by GEOID03.
 DN0698
 DN0698.The dynamic height is computed by dividing the NAVD 88
 DN0698.geopotential number by the normal gravity value computed on the
 DN0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0698.degrees latitude (g = 980.6199 gals.).
 DN0698
 DN0698.The modeled gravity was interpolated from observed gravity values.
 DN0698
 DN0698;                    North         East    Units  Estimated Accuracy
 DN0698;SPC TXNC     - 2,158,350.      714,300.      MT  (+/- 180 meters Scaled)
 DN0698
 DN0698                          SUPERSEDED SURVEY CONTROL
 DN0698
 DN0698  NGVD 29 (??/??/92)  183.561  (m)          602.23   (f) ADJ UNCH    2 0
 DN0698
 DN0698.Superseded values are not recommended for survey control.
 DN0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0698.See file dsdata.txt to determine how the superseded data were derived.
 DN0698
 DN0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB609624(NAD 83)
 DN0698_MARKER: DB = BENCH MARK DISK
 DN0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0698_STAMPING: M 945 1946
 DN0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0698+STABILITY: SURFACE MOTION
 DN0698
 DN0698  HISTORY     - Date     Condition        Report By
 DN0698  HISTORY     - 1946     MONUMENTED       CGS
 DN0698  HISTORY     - 1960     MARK NOT FOUND   NGS
 DN0698  HISTORY     - 19920907 MARK NOT FOUND   USPSQD
 DN0698  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0698  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0698  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0698
 DN0698                          STATION DESCRIPTION
 DN0698
 DN0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0698'1.1 MI E FROM JUSTIN.
 DN0698'1.1 MILES EAST OF JUSTIN, DENTON COUNTY.  THIS BENCH MARK MAY BE
 DN0698'REACHED FROM THE GULF, COLORADO AND SANTA FE RAILWAY STATION BY GOING
 DN0698'ONE BLOCK NORTH, THENCE 1.1 MILES EAST ALONG A ROAD.  IT IS 0.1 MILE
 DN0698'SOUTH OF A STEEL BRIDGE, AT A CURVE IN THE ROAD, 28.5 FEET SOUTHEAST
 DN0698'OF THE CENTERLINE OF THE ROAD, 24 FEET NORTH OF A FENCE CORNER, 9.3
 DN0698'FEET NORTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WHITE WITNESS POST,
 DN0698'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M 945 1946 AND SET
 DN0698'IN THE TOP OF A POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE
 DN0698'SITE OF THIS MARK IS NOW WITHIN THE AREA OF MAINTENANCE.
 DN0698
 DN0698                          STATION RECOVERY (1992)
 DN0698
 DN0698'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0698'MARK NOT FOUND.
 DN0698
 DN0698                          STATION RECOVERY (1995)
 DN0698
 DN0698'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0698'MARK NOT FOUND.
 DN0698
 DN0698                          STATION RECOVERY (1998)
 DN0698
 DN0698'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0698'MARK NOT FOUND.
 DN0698
 DN0698                          STATION RECOVERY (2005)
 DN0698
 DN0698'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0705 ***********************************************************************
 DN0705  DESIGNATION -  M 946
 DN0705  PID         -  DN0705
 DN0705  STATE/COUNTY-  TX/DENTON
 DN0705  USGS QUAD   -  ARGYLE (1973)
 DN0705
 DN0705                         *CURRENT SURVEY CONTROL
 DN0705  ___________________________________________________________________
 DN0705* NAD 83(1986)-  33 07 04.     (N)    097 11 37.     (W)     SCALED    
 DN0705* NAVD 88     -       217.076  (meters)     712.19   (feet)  ADJUSTED  
 DN0705  ___________________________________________________________________
 DN0705  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DN0705  DYNAMIC HT  -         216.826 (meters)     711.37  (feet)  COMP
 DN0705  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 DN0705
 DN0705  VERT ORDER  -  SECOND    CLASS 0
 DN0705
 DN0705.The horizontal coordinates were scaled from a topographic map and have
 DN0705.an estimated accuracy of +/- 6 seconds.
 DN0705
 DN0705.The orthometric height was determined by differential leveling
 DN0705.and adjusted by the National Geodetic Survey in June 1991..
 DN0705
 DN0705.The geoid height was determined by GEOID03.
 DN0705
 DN0705.The dynamic height is computed by dividing the NAVD 88
 DN0705.geopotential number by the normal gravity value computed on the
 DN0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0705.degrees latitude (g = 980.6199 gals.).
 DN0705
 DN0705.The modeled gravity was interpolated from observed gravity values.
 DN0705
 DN0705;                    North         East    Units  Estimated Accuracy
 DN0705;SPC TXNC     - 2,161,670.      721,910.      MT  (+/- 180 meters Scaled)
 DN0705
 DN0705                          SUPERSEDED SURVEY CONTROL
 DN0705
 DN0705  NGVD 29 (??/??/92)  217.052  (m)          712.11   (f) ADJ UNCH    2 0
 DN0705
 DN0705.Superseded values are not recommended for survey control.
 DN0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0705.See file dsdata.txt to determine how the superseded data were derived.
 DN0705
 DN0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB685657(NAD 83)
 DN0705_MARKER: DB = BENCH MARK DISK
 DN0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0705_STAMPING: M 946 1946
 DN0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0705+STABILITY: SURFACE MOTION
 DN0705
 DN0705  HISTORY     - Date     Condition        Report By
 DN0705  HISTORY     - 1946     MONUMENTED       CGS
 DN0705  HISTORY     - 1960     GOOD             NGS
 DN0705  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0705  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0705  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0705
 DN0705                          STATION DESCRIPTION
 DN0705
 DN0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0705'0.6 MI W FROM ARGYLE.
 DN0705'0.6 MILE WEST ALONG A COUNTY ROAD FROM THE SOUTH SIDE OF THE BUSINESS
 DN0705'SECTION IN ARGYLE, AT THE SOUTH END OF A JOG IN THE ROAD, NEAR THE
 DN0705'NORTHEAST POINT OF A DENSELY WOODED AREA, ABOUT 50 YARDS SOUTHWEST OF
 DN0705'A BRICK HOUSE AND SOUTHEAST OF A CURVE IN THE GRADED ROAD.  IT IS 3
 DN0705'FEET WEST OF A POLE LINE, AND 25 FEET SOUTH OF A POWER POLE.  A DISK
 DN0705'STAMPED M 946 1946 IN A CONCRETE POST FLUSH WITH THE GROUND AND 1 FOOT
 DN0705'NORTH OF A GUARD POST AND A WITNESS SIGN.
 DN0705
 DN0705                          STATION RECOVERY (1995)
 DN0705
 DN0705'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0705'MARK NOT FOUND.
 DN0705
 DN0705                          STATION RECOVERY (1998)
 DN0705
 DN0705'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0705'MARK NOT FOUND.
 DN0705
 DN0705                          STATION RECOVERY (2005)
 DN0705
 DN0705'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0344 ***********************************************************************
 DN0344  DESIGNATION -  M 947
 DN0344  PID         -  DN0344
 DN0344  STATE/COUNTY-  TX/DENTON
 DN0344  USGS QUAD   -  FRISCO (1981)
 DN0344
 DN0344                         *CURRENT SURVEY CONTROL
 DN0344  ___________________________________________________________________
 DN0344* NAD 83(1986)-  33 09 11.     (N)    096 52 20.     (W)     SCALED    
 DN0344* NAVD 88     -       175.458  (meters)     575.65   (feet)  ADJUSTED  
 DN0344  ___________________________________________________________________
 DN0344  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DN0344  DYNAMIC HT  -         175.263 (meters)     575.01  (feet)  COMP
 DN0344  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 DN0344
 DN0344  VERT ORDER  -  SECOND    CLASS 0
 DN0344
 DN0344.The horizontal coordinates were scaled from a topographic map and have
 DN0344.an estimated accuracy of +/- 6 seconds.
 DN0344
 DN0344.The orthometric height was determined by differential leveling
 DN0344.and adjusted by the National Geodetic Survey in June 1991..
 DN0344
 DN0344.The geoid height was determined by GEOID03.
 DN0344
 DN0344.The dynamic height is computed by dividing the NAVD 88
 DN0344.geopotential number by the normal gravity value computed on the
 DN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0344.degrees latitude (g = 980.6199 gals.).
 DN0344
 DN0344.The modeled gravity was interpolated from observed gravity values.
 DN0344
 DN0344;                    North         East    Units  Estimated Accuracy
 DN0344;SPC TXNC     - 2,166,000.      751,830.      MT  (+/- 180 meters Scaled)
 DN0344
 DN0344                          SUPERSEDED SURVEY CONTROL
 DN0344
 DN0344  NGVD 29 (??/??/92)  175.470  (m)          575.69   (f) ADJ UNCH    2 0
 DN0344
 DN0344.Superseded values are not recommended for survey control.
 DN0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0344.See file dsdata.txt to determine how the superseded data were derived.
 DN0344
 DN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB984702(NAD 83)
 DN0344_MARKER: DB = BENCH MARK DISK
 DN0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0344_SP_SET: CULVERT
 DN0344_STAMPING: M 947 1946
 DN0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0344
 DN0344  HISTORY     - Date     Condition        Report By
 DN0344  HISTORY     - 1946     MONUMENTED       CGS
 DN0344  HISTORY     - 1960     GOOD             NGS
 DN0344  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 DN0344  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0344  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0344
 DN0344                          STATION DESCRIPTION
 DN0344
 DN0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0344'2.6 MI W FROM FRISCO.
 DN0344'2.6 MILES WEST ALONG F.M. ROAD NO. 720 FROM THE GRAIN ELEVATOR AND
 DN0344'RAILROAD CROSSING IN THE NORTHWEST PART OF FRISCO TO THE MARK ON THE
 DN0344'RIGHT.  IT IS A STANDARD DISK STAMPED M 947 1946 IN THE TOP OF THE
 DN0344'WEST END OF THE NORTH HEADWALL OF A 6 X 30, 5 COMPARTMENT CULVERT
 DN0344'ABOUT 11 FEET NORTH AND LEVEL WITH THE CENTER OF THE HIGHWAY.
 DN0344
 DN0344                          STATION RECOVERY (1995)
 DN0344
 DN0344'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0344'MARK NOT FOUND.
 DN0344
 DN0344                          STATION RECOVERY (1998)
 DN0344
 DN0344'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0344'MARK NOT FOUND.
 DN0344
 DN0344                          STATION RECOVERY (2005)
 DN0344
 DN0344'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0329 ***********************************************************************
 DN0329  DESIGNATION -  M 948
 DN0329  PID         -  DN0329
 DN0329  STATE/COUNTY-  TX/DENTON
 DN0329  USGS QUAD   -  LITTLE ELM (1968)
 DN0329
 DN0329                         *CURRENT SURVEY CONTROL
 DN0329  ___________________________________________________________________
 DN0329* NAD 83(1986)-  33 13 02.     (N)    096 59 22.     (W)     SCALED    
 DN0329* NAVD 88     -       180.228  (meters)     591.30   (feet)  ADJUSTED  
 DN0329  ___________________________________________________________________
 DN0329  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DN0329  DYNAMIC HT  -         180.029 (meters)     590.65  (feet)  COMP
 DN0329  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 DN0329
 DN0329  VERT ORDER  -  SECOND    CLASS 0
 DN0329
 DN0329.The horizontal coordinates were scaled from a topographic map and have
 DN0329.an estimated accuracy of +/- 6 seconds.
 DN0329
 DN0329.The orthometric height was determined by differential leveling
 DN0329.and adjusted by the National Geodetic Survey in June 1991..
 DN0329
 DN0329.The geoid height was determined by GEOID03.
 DN0329
 DN0329.The dynamic height is computed by dividing the NAVD 88
 DN0329.geopotential number by the normal gravity value computed on the
 DN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0329.degrees latitude (g = 980.6199 gals.).
 DN0329
 DN0329.The modeled gravity was interpolated from observed gravity values.
 DN0329
 DN0329;                    North         East    Units  Estimated Accuracy
 DN0329;SPC TXNC     - 2,172,950.      740,800.      MT  (+/- 180 meters Scaled)
 DN0329
 DN0329                          SUPERSEDED SURVEY CONTROL
 DN0329
 DN0329  NGVD 29 (??/??/92)  180.229  (m)          591.30   (f) ADJ UNCH    2 0
 DN0329
 DN0329.Superseded values are not recommended for survey control.
 DN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0329.See file dsdata.txt to determine how the superseded data were derived.
 DN0329
 DN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB873771(NAD 83)
 DN0329_MARKER: DB = BENCH MARK DISK
 DN0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0329_STAMPING: M 948 1946
 DN0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0329+STABILITY: SURFACE MOTION
 DN0329
 DN0329  HISTORY     - Date     Condition        Report By
 DN0329  HISTORY     - 1946     MONUMENTED       CGS
 DN0329  HISTORY     - 19950707 GOOD             USPSQD
 DN0329  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0329  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0329
 DN0329                          STATION DESCRIPTION
 DN0329
 DN0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0329'6.1 MI NW FROM LITTLE ELM.
 DN0329'TO REACH FROM THE LITTLE ELM RURAL HIGH SCHOOL AT LITTLE ELM GO WEST
 DN0329'1.0 MILE ALONG STATE HIGHWAY NO. 24, THENCE NORTHWESTERLY 3.3 MILES
 DN0329'ALONG A GRAVELED ROAD, THENCE NORTH 1.8 MILES ALONG A GRAVELED ROAD TO
 DN0329'SITE OF MARK, BENCH MARK IS ABOUT 70 YARDS NORTHEAST OF A FRAME
 DN0329'FARMHOUSE, 34.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 DN0329'THE ROAD, 5.0 FEET NORTH OF A REA TRANSFORMER POLE AND 1.0 FOOT SOUTH
 DN0329'OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED M 948 1946 SET IN THE
 DN0329'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 DN0329
 DN0329                          STATION RECOVERY (1995)
 DN0329
 DN0329'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0329'RECOVERED IN GOOD CONDITION.
 DN0329
 DN0329                          STATION RECOVERY (1998)
 DN0329
 DN0329'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0329'MARK NOT FOUND.
 DN0329
 DN0329                          STATION RECOVERY (2005)
 DN0329
 DN0329'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0683 ***********************************************************************
 DN0683  DESIGNATION -  M 949
 DN0683  PID         -  DN0683
 DN0683  STATE/COUNTY-  TX/DENTON
 DN0683  USGS QUAD   -  DENTON WEST (1960)
 DN0683
 DN0683                         *CURRENT SURVEY CONTROL
 DN0683  ___________________________________________________________________
 DN0683* NAD 83(1986)-  33 13 48.     (N)    097 10 43.     (W)     SCALED    
 DN0683* NAVD 88     -       210.433  (meters)     690.40   (feet)  ADJUSTED  
 DN0683  ___________________________________________________________________
 DN0683  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DN0683  DYNAMIC HT  -         210.196 (meters)     689.62  (feet)  COMP
 DN0683  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 DN0683
 DN0683  VERT ORDER  -  SECOND    CLASS 0
 DN0683
 DN0683.The horizontal coordinates were scaled from a topographic map and have
 DN0683.an estimated accuracy of +/- 6 seconds.
 DN0683
 DN0683.The orthometric height was determined by differential leveling
 DN0683.and adjusted by the National Geodetic Survey in June 1991..
 DN0683
 DN0683.The geoid height was determined by GEOID03.
 DN0683
 DN0683.The dynamic height is computed by dividing the NAVD 88
 DN0683.geopotential number by the normal gravity value computed on the
 DN0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0683.degrees latitude (g = 980.6199 gals.).
 DN0683
 DN0683.The modeled gravity was interpolated from observed gravity values.
 DN0683
 DN0683;                    North         East    Units  Estimated Accuracy
 DN0683;SPC TXNC     - 2,174,130.      723,150.      MT  (+/- 180 meters Scaled)
 DN0683
 DN0683                          SUPERSEDED SURVEY CONTROL
 DN0683
 DN0683  NGVD 29 (??/??/92)  210.407  (m)          690.31   (f) ADJ UNCH    2 0
 DN0683
 DN0683.Superseded values are not recommended for survey control.
 DN0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0683.See file dsdata.txt to determine how the superseded data were derived.
 DN0683
 DN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB697782(NAD 83)
 DN0683_MARKER: DB = BENCH MARK DISK
 DN0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0683_SP_SET: CULVERT
 DN0683_STAMPING: M 949 1946
 DN0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0683
 DN0683  HISTORY     - Date     Condition        Report By
 DN0683  HISTORY     - 1946     MONUMENTED       CGS
 DN0683  HISTORY     - 1960     GOOD             NGS
 DN0683  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0683  HISTORY     - 19980214 GOOD             USPSQD
 DN0683  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0683
 DN0683                          STATION DESCRIPTION
 DN0683
 DN0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0683'3.7 MI W FROM DENTON.
 DN0683'3.7 MILES NORTHWEST OF DENTON, DENTON COUNTY.  THIS BENCH MARK MAY BE
 DN0683'REACHED FROM THE POST OFFICE BY GOING 0.1 MILE WEST ALONG MCKINNEY
 DN0683'STREET, THENCE 1.0 MILE NORTH ALONG U.S. HIGHWAY 77, AND THENCE 2.6
 DN0683'MILES WEST ALONG STATE HIGHWAY 24.  IT IS AT A 4- BY 6-FOOT CONCRETE
 DN0683'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 28 FEET
 DN0683'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET LOWER THAN THE
 DN0683'HIGHWAY.  A STANDARD DISK, STAMPED M 949 1946.
 DN0683
 DN0683                          STATION RECOVERY (1995)
 DN0683
 DN0683'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0683'MARK NOT FOUND.
 DN0683
 DN0683                          STATION RECOVERY (1998)
 DN0683
 DN0683'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0683'RECOVERED IN GOOD CONDITION.
 DN0683
 DN0683                          STATION RECOVERY (2005)
 DN0683
 DN0683'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0684 ***********************************************************************
 DN0684  DESIGNATION -  M 949 RESET 1971
 DN0684  PID         -  DN0684
 DN0684  STATE/COUNTY-  TX/DENTON
 DN0684  USGS QUAD   -  DENTON WEST (1960)
 DN0684
 DN0684                         *CURRENT SURVEY CONTROL
 DN0684  ___________________________________________________________________
 DN0684* NAD 83(1986)-  33 13 50.     (N)    097 10 44.     (W)     SCALED    
 DN0684* NAVD 88     -       210.50   (+/-2cm)     690.6    (feet)  VERTCON   
 DN0684  ___________________________________________________________________
 DN0684  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DN0684
 DN0684  VERT ORDER  -  THIRD (See Below)
 DN0684
 DN0684.The horizontal coordinates were scaled from a topographic map and have
 DN0684.an estimated accuracy of +/- 6 seconds.
 DN0684
 DN0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0684.The vertical order pertains to the NGVD 29 superseded value.
 DN0684
 DN0684.The geoid height was determined by GEOID03.
 DN0684
 DN0684;                    North         East    Units  Estimated Accuracy
 DN0684;SPC TXNC     - 2,174,190.      723,120.      MT  (+/- 180 meters Scaled)
 DN0684
 DN0684                          SUPERSEDED SURVEY CONTROL
 DN0684
 DN0684  NGVD 29 (01/29/03)  210.48   (m)          690.5    (f) RESET       3  
 DN0684
 DN0684.Superseded values are not recommended for survey control.
 DN0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0684.See file dsdata.txt to determine how the superseded data were derived.
 DN0684
 DN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB696783(NAD 83)
 DN0684_MARKER: DB = BENCH MARK DISK
 DN0684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0684_SP_SET: CULVERT
 DN0684_STAMPING: M 949 RESET 1971
 DN0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0684+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0684
 DN0684  HISTORY     - Date     Condition        Report By
 DN0684  HISTORY     - 1971     MONUMENTED       TXHD
 DN0684  HISTORY     - 1973     GOOD             NGS
 DN0684  HISTORY     - 1979     GOOD             NGS
 DN0684  HISTORY     - 19980214 GOOD             USPSQD
 DN0684  HISTORY     - 20051031 GOOD             BOHAN
 DN0684
 DN0684                          STATION DESCRIPTION
 DN0684
 DN0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DN0684'IN DENTON.
 DN0684'3.7 MILES NORTHWEST OF DENTON, DENTON COUNTY.  THIS BENCH MARK MAY BE
 DN0684'REACHED FROM THE POST OFFICE BY GOING 0.1 MILE WEST ALONG MCKINNEY
 DN0684'STREET, THENCE 1.0 MILE NORTH ALONG U.S. HIGHWAY 77, AND THENCE 2.6
 DN0684'MILE WEST ALONG STATE HIGHWAY 380.  IT IS AT A 1-7 X 3 X 87 FT.
 DN0684'CONCRETE CULVERT, IN THE TOP OF THE CENTER NORTH HEADWALL, 43 FT.
 DN0684'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET LOWER THAN THE
 DN0684'HIGHWAY.  A STANDARD DISK, STAMPED M 949 RESET 1971.
 DN0684
 DN0684                          STATION RECOVERY (1979)
 DN0684
 DN0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DN0684'RECOVERED IN GOOD CONDITION.
 DN0684
 DN0684                          STATION RECOVERY (1998)
 DN0684
 DN0684'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0684'RECOVERED IN GOOD CONDITION.
 DN0684
 DN0684                          STATION RECOVERY (2005)
 DN0684
 DN0684'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0379 ***********************************************************************
 CR0379  DESIGNATION -  M 95
 CR0379  PID         -  CR0379
 CR0379  STATE/COUNTY-  TX/CHEROKEE
 CR0379  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0379
 CR0379                         *CURRENT SURVEY CONTROL
 CR0379  ___________________________________________________________________
 CR0379* NAD 83(1986)-  32 04 42.     (N)    095 17 03.     (W)     SCALED    
 CR0379* NAVD 88     -       200.021  (meters)     656.24   (feet)  ADJUSTED  
 CR0379  ___________________________________________________________________
 CR0379  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0379  DYNAMIC HT  -         199.782 (meters)     655.45  (feet)  COMP
 CR0379  MODELED GRAV-     979,438.3   (mgal)                       NAVD 88
 CR0379
 CR0379  VERT ORDER  -  FIRST     CLASS II
 CR0379
 CR0379.The horizontal coordinates were scaled from a topographic map and have
 CR0379.an estimated accuracy of +/- 6 seconds.
 CR0379
 CR0379.The orthometric height was determined by differential leveling
 CR0379.and adjusted by the National Geodetic Survey in June 1991..
 CR0379.WARNING-Repeat measurements at this control monument indicate possible
 CR0379.vertical movement.
 CR0379
 CR0379.The geoid height was determined by GEOID03.
 CR0379
 CR0379.The dynamic height is computed by dividing the NAVD 88
 CR0379.geopotential number by the normal gravity value computed on the
 CR0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0379.degrees latitude (g = 980.6199 gals.).
 CR0379
 CR0379.The modeled gravity was interpolated from observed gravity values.
 CR0379
 CR0379;                    North         East    Units  Estimated Accuracy
 CR0379;SPC TX C     - 3,278,180.    1,176,570.      MT  (+/- 180 meters Scaled)
 CR0379
 CR0379                          SUPERSEDED SURVEY CONTROL
 CR0379
 CR0379  NGVD 29 (??/??/92)  200.038  (m)          656.29   (f) ADJ UNCH    1 2
 CR0379
 CR0379.Superseded values are not recommended for survey control.
 CR0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0379.See file dsdata.txt to determine how the superseded data were derived.
 CR0379
 CR0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR844514(NAD 83)
 CR0379_MARKER: DB = BENCH MARK DISK
 CR0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0379_STAMPING: M 95 1933 656.029
 CR0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0379+STABILITY: SURFACE MOTION
 CR0379
 CR0379  HISTORY     - Date     Condition        Report By
 CR0379  HISTORY     - 1933     MONUMENTED       CGS
 CR0379  HISTORY     - 1959     GOOD             NGS
 CR0379  HISTORY     - 19960420 GOOD             USPSQD
 CR0379
 CR0379                          STATION DESCRIPTION
 CR0379
 CR0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0379'4.8 MI S FROM BULLARD.
 CR0379'ABOUT 4.8 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0379'THE POST OFFICE AT BULLARD, ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 568,
 CR0379'116 1/2 FEET NORTHWEST OF A POWER  POLE, 55 FEET SOUTHWEST OF THE
 CR0379'CENTER LINE OF U. S. HIGHWAY 69, 34 FEET NORTHEAST OF THE NORTHEAST
 CR0379'RAIL, 44 FEET NORTH OF THE 3RD POLE SOUTHEAST OF THE MILEPOST, 1.5
 CR0379'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS,
 CR0379'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 CR0379
 CR0379                          STATION RECOVERY (1996)
 CR0379
 CR0379'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0643 ***********************************************************************
 BZ0643  DESIGNATION -  M 951
 BZ0643  PID         -  BZ0643
 BZ0643  STATE/COUNTY-  TX/NAVARRO
 BZ0643  USGS QUAD   -  DAWSON (1978)
 BZ0643
 BZ0643                         *CURRENT SURVEY CONTROL
 BZ0643  ___________________________________________________________________
 BZ0643* NAD 83(1986)-  31 58 07.     (N)    096 44 15.     (W)     SCALED    
 BZ0643* NAVD 88     -       138.726  (meters)     455.14   (feet)  ADJUSTED  
 BZ0643  ___________________________________________________________________
 BZ0643  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BZ0643  DYNAMIC HT  -         138.563 (meters)     454.60  (feet)  COMP
 BZ0643  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 BZ0643
 BZ0643  VERT ORDER  -  SECOND    CLASS 0
 BZ0643
 BZ0643.The horizontal coordinates were scaled from a topographic map and have
 BZ0643.an estimated accuracy of +/- 6 seconds.
 BZ0643
 BZ0643.The orthometric height was determined by differential leveling
 BZ0643.and adjusted by the National Geodetic Survey in June 1991..
 BZ0643
 BZ0643.The geoid height was determined by GEOID03.
 BZ0643
 BZ0643.The dynamic height is computed by dividing the NAVD 88
 BZ0643.geopotential number by the normal gravity value computed on the
 BZ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0643.degrees latitude (g = 980.6199 gals.).
 BZ0643
 BZ0643.The modeled gravity was interpolated from observed gravity values.
 BZ0643
 BZ0643;                    North         East    Units  Estimated Accuracy
 BZ0643;SPC TXNC     - 2,034,880.      766,600.      MT  (+/- 180 meters Scaled)
 BZ0643
 BZ0643                          SUPERSEDED SURVEY CONTROL
 BZ0643
 BZ0643  NGVD 29 (??/??/92)  138.699  (m)          455.05   (f) ADJ UNCH    2 0
 BZ0643
 BZ0643.Superseded values are not recommended for survey control.
 BZ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0643.See file dsdata.txt to determine how the superseded data were derived.
 BZ0643
 BZ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA138391(NAD 83)
 BZ0643_MARKER: DB = BENCH MARK DISK
 BZ0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0643_STAMPING: M 951 1946
 BZ0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0643+STABILITY: SURFACE MOTION
 BZ0643
 BZ0643  HISTORY     - Date     Condition        Report By
 BZ0643  HISTORY     - 1946     MONUMENTED       CGS
 BZ0643
 BZ0643                          STATION DESCRIPTION
 BZ0643
 BZ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0643'6.6 MI N FROM DAWSON.
 BZ0643'TO REACH FROM THE HIGH SCHOOL BUILDING AT DAWSON GO EAST 0.2 MILE
 BZ0643'ALONG A GRAVELED STREET, THENCE NORTH 1.7 MILES ALONG A GRADED DIRT
 BZ0643'ROAD, THENCE EAST 1.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTH 2.8
 BZ0643'MILES ALONG A GRADED DIRT ROAD, THENCE WEST 0.3 MILE ALONG A GRADED
 BZ0643'DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A T INTERSECTION, 30.0
 BZ0643'FEET SOUTH OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF THE
 BZ0643'EAST-WEST ROAD, 44.0 FEET EAST OF THE EXTENDED CENTER LINE OF THE T
 BZ0643'ROAD, 4.0 FEET SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A
 BZ0643'FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK
 BZ0643'STAMPED M 951 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 BZ0643'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0871 ***********************************************************************
 CS0871  DESIGNATION -  M 952
 CS0871  PID         -  CS0871
 CS0871  STATE/COUNTY-  TX/NAVARRO
 CS0871  USGS QUAD   -  CRYER CREEK (1978)
 CS0871
 CS0871                         *CURRENT SURVEY CONTROL
 CS0871  ___________________________________________________________________
 CS0871* NAD 83(1986)-  32 10 22.     (N)    096 37 54.     (W)     SCALED    
 CS0871* NAVD 88     -       141.086  (meters)     462.88   (feet)  ADJUSTED  
 CS0871  ___________________________________________________________________
 CS0871  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CS0871  DYNAMIC HT  -         140.922 (meters)     462.34  (feet)  COMP
 CS0871  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 CS0871
 CS0871  VERT ORDER  -  SECOND    CLASS 0
 CS0871
 CS0871.The horizontal coordinates were scaled from a topographic map and have
 CS0871.an estimated accuracy of +/- 6 seconds.
 CS0871
 CS0871.The orthometric height was determined by differential leveling
 CS0871.and adjusted by the National Geodetic Survey in June 1991..
 CS0871
 CS0871.The geoid height was determined by GEOID03.
 CS0871
 CS0871.The dynamic height is computed by dividing the NAVD 88
 CS0871.geopotential number by the normal gravity value computed on the
 CS0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0871.degrees latitude (g = 980.6199 gals.).
 CS0871
 CS0871.The modeled gravity was interpolated from observed gravity values.
 CS0871
 CS0871;                    North         East    Units  Estimated Accuracy
 CS0871;SPC TXNC     - 2,057,690.      776,200.      MT  (+/- 180 meters Scaled)
 CS0871
 CS0871                          SUPERSEDED SURVEY CONTROL
 CS0871
 CS0871  NGVD 29 (??/??/92)  141.078  (m)          462.85   (f) ADJ UNCH    2 0
 CS0871
 CS0871.Superseded values are not recommended for survey control.
 CS0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0871.See file dsdata.txt to determine how the superseded data were derived.
 CS0871
 CS0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA233620(NAD 83)
 CS0871_MARKER: DB = BENCH MARK DISK
 CS0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0871_STAMPING: M 952 1946
 CS0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0871+STABILITY: SURFACE MOTION
 CS0871
 CS0871  HISTORY     - Date     Condition        Report By
 CS0871  HISTORY     - 1946     MONUMENTED       CGS
 CS0871
 CS0871                          STATION DESCRIPTION
 CS0871
 CS0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0871'6.0 MI NW FROM EMHOUSE.
 CS0871'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0871'EMHOUSE GO NORTHWEST 3.0 MILES ALONG A PAVED ROAD, THENCE
 CS0871'SOUTHWESTERLY 3.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 CS0871'BENCH MARK IS ABOUT 75 YARDS SOUTH OF A SMALL WOODEN BRIDGE, 29.0 FEET
 CS0871'SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 76.0
 CS0871'FEET SOUTHEAST OF A FENCE CORNER, 1.0 FOOT NORTHEAST OF A FENCE AND
 CS0871'1.0 FOOT NORTH OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 CS0871'M 952 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 CS0871'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0893 ***********************************************************************
 CS0893  DESIGNATION -  M 953
 CS0893  PID         -  CS0893
 CS0893  STATE/COUNTY-  TX/ELLIS
 CS0893  USGS QUAD   -  AVALON (1976)
 CS0893
 CS0893                         *CURRENT SURVEY CONTROL
 CS0893  ___________________________________________________________________
 CS0893* NAD 83(1986)-  32 11 17.     (N)    096 50 04.     (W)     SCALED    
 CS0893* NAVD 88     -       137.272  (meters)     450.37   (feet)  ADJUSTED  
 CS0893  ___________________________________________________________________
 CS0893  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CS0893  DYNAMIC HT  -         137.109 (meters)     449.83  (feet)  COMP
 CS0893  MODELED GRAV-     979,450.0   (mgal)                       NAVD 88
 CS0893
 CS0893  VERT ORDER  -  SECOND    CLASS 0
 CS0893
 CS0893.The horizontal coordinates were scaled from a topographic map and have
 CS0893.an estimated accuracy of +/- 6 seconds.
 CS0893
 CS0893.The orthometric height was determined by differential leveling
 CS0893.and adjusted by the National Geodetic Survey in June 1991..
 CS0893
 CS0893.The geoid height was determined by GEOID03.
 CS0893
 CS0893.The dynamic height is computed by dividing the NAVD 88
 CS0893.geopotential number by the normal gravity value computed on the
 CS0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0893.degrees latitude (g = 980.6199 gals.).
 CS0893
 CS0893.The modeled gravity was interpolated from observed gravity values.
 CS0893
 CS0893;                    North         East    Units  Estimated Accuracy
 CS0893;SPC TXNC     - 2,059,060.      757,050.      MT  (+/- 180 meters Scaled)
 CS0893
 CS0893                          SUPERSEDED SURVEY CONTROL
 CS0893
 CS0893  NGVD 29 (??/??/92)  137.259  (m)          450.32   (f) ADJ UNCH    2 0
 CS0893
 CS0893.Superseded values are not recommended for survey control.
 CS0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0893.See file dsdata.txt to determine how the superseded data were derived.
 CS0893
 CS0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA041633(NAD 83)
 CS0893_MARKER: DB = BENCH MARK DISK
 CS0893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0893_SP_SET: ABUTMENT
 CS0893_STAMPING: M 953 1946
 CS0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0893
 CS0893  HISTORY     - Date     Condition        Report By
 CS0893  HISTORY     - 1946     MONUMENTED       CGS
 CS0893  HISTORY     - 1977     GOOD             TXHD
 CS0893
 CS0893                          STATION DESCRIPTION
 CS0893
 CS0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0893'3.0 MI W FROM AVALON.
 CS0893'TO REACH FROM THE POST OFFICE AT AVALON GO WESTERLY 3.0 MILES ALONG
 CS0893'STATE HIGHWAY NO. 34 TO SITE OF MARK, BENCH MARK IS 14.0 FEET SOUTH OF
 CS0893'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 CS0893'SOUTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER CHAMBERS
 CS0893'CREEK.  A BRONZE DISK STAMPED M 953 1946 SET IN A DRILL HOLE IN
 CS0893'CONCRETE.
 CS0893
 CS0893                          STATION RECOVERY (1977)
 CS0893
 CS0893'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1977
 CS0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0930 ***********************************************************************
 CS0930  DESIGNATION -  M 954
 CS0930  PID         -  CS0930
 CS0930  STATE/COUNTY-  TX/NAVARRO
 CS0930  USGS QUAD   -  FROST (1965)
 CS0930
 CS0930                         *CURRENT SURVEY CONTROL
 CS0930  ___________________________________________________________________
 CS0930* NAD 83(1986)-  32 05 10.     (N)    096 45 55.     (W)     SCALED    
 CS0930* NAVD 88     -       169.075  (meters)     554.71   (feet)  ADJUSTED  
 CS0930  ___________________________________________________________________
 CS0930  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CS0930  DYNAMIC HT  -         168.875 (meters)     554.05  (feet)  COMP
 CS0930  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 CS0930
 CS0930  VERT ORDER  -  SECOND    CLASS 0
 CS0930
 CS0930.The horizontal coordinates were scaled from a topographic map and have
 CS0930.an estimated accuracy of +/- 6 seconds.
 CS0930
 CS0930.The orthometric height was determined by differential leveling
 CS0930.and adjusted by the National Geodetic Survey in June 1991..
 CS0930
 CS0930.The geoid height was determined by GEOID03.
 CS0930
 CS0930.The dynamic height is computed by dividing the NAVD 88
 CS0930.geopotential number by the normal gravity value computed on the
 CS0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0930.degrees latitude (g = 980.6199 gals.).
 CS0930
 CS0930.The modeled gravity was interpolated from observed gravity values.
 CS0930
 CS0930;                    North         East    Units  Estimated Accuracy
 CS0930;SPC TXNC     - 2,047,870.      763,760.      MT  (+/- 180 meters Scaled)
 CS0930
 CS0930                          SUPERSEDED SURVEY CONTROL
 CS0930
 CS0930  NGVD 29 (??/??/92)  169.054  (m)          554.64   (f) ADJ UNCH    2 0
 CS0930
 CS0930.Superseded values are not recommended for survey control.
 CS0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0930.See file dsdata.txt to determine how the superseded data were derived.
 CS0930
 CS0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA109521(NAD 83)
 CS0930_MARKER: DB = BENCH MARK DISK
 CS0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0930_SP_SET: CULVERT
 CS0930_STAMPING: M 954 1946
 CS0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0930
 CS0930  HISTORY     - Date     Condition        Report By
 CS0930  HISTORY     - 1946     MONUMENTED       CGS
 CS0930  HISTORY     - 1969     GOOD             NGS
 CS0930
 CS0930                          STATION DESCRIPTION
 CS0930
 CS0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CS0930'2.5 MI E FROM FROST.
 CS0930'ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF FM
 CS0930'HIGHWAY 667 IN FROST TO SITE OF BENCH MARK, 23 FEET SOUTH AND ABOUT 1
 CS0930'FOOT LOWER THAN THE CENTER LINE OF HIGHWAY, ON THE WEST END OF THE
 CS0930'SOUTH HEADWALL OF A 4 X 4 FT. CONCRETE CULVERT UNDER THE HIGHWAY.  A C
 CS0930'AND GS BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 CS0930'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0839 ***********************************************************************
 CS0839  DESIGNATION -  M 955
 CS0839  PID         -  CS0839
 CS0839  STATE/COUNTY-  TX/ELLIS
 CS0839  USGS QUAD   -  FORRESTON (1978)
 CS0839
 CS0839                         *CURRENT SURVEY CONTROL
 CS0839  ___________________________________________________________________
 CS0839* NAD 83(1986)-  32 20 37.     (N)    096 46 53.     (W)     SCALED    
 CS0839* NAVD 88     -       152.189  (meters)     499.31   (feet)  ADJUSTED  
 CS0839  ___________________________________________________________________
 CS0839  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CS0839  DYNAMIC HT  -         152.010 (meters)     498.72  (feet)  COMP
 CS0839  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 CS0839
 CS0839  VERT ORDER  -  SECOND    CLASS 0
 CS0839
 CS0839.The horizontal coordinates were scaled from a topographic map and have
 CS0839.an estimated accuracy of +/- 6 seconds.
 CS0839
 CS0839.The orthometric height was determined by differential leveling
 CS0839.and adjusted by the National Geodetic Survey in June 1991..
 CS0839
 CS0839.The geoid height was determined by GEOID03.
 CS0839
 CS0839.The dynamic height is computed by dividing the NAVD 88
 CS0839.geopotential number by the normal gravity value computed on the
 CS0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0839.degrees latitude (g = 980.6199 gals.).
 CS0839
 CS0839.The modeled gravity was interpolated from observed gravity values.
 CS0839
 CS0839;                    North         East    Units  Estimated Accuracy
 CS0839;SPC TXNC     - 2,076,390.      761,770.      MT  (+/- 180 meters Scaled)
 CS0839
 CS0839                          SUPERSEDED SURVEY CONTROL
 CS0839
 CS0839  NGVD 29 (??/??/92)  152.182  (m)          499.28   (f) ADJ UNCH    2 0
 CS0839
 CS0839.Superseded values are not recommended for survey control.
 CS0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0839.See file dsdata.txt to determine how the superseded data were derived.
 CS0839
 CS0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA087806(NAD 83)
 CS0839_MARKER: DB = BENCH MARK DISK
 CS0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0839_STAMPING: M 955 1946
 CS0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0839+STABILITY: SURFACE MOTION
 CS0839
 CS0839  HISTORY     - Date     Condition        Report By
 CS0839  HISTORY     - 1946     MONUMENTED       CGS
 CS0839  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0839
 CS0839                          STATION DESCRIPTION
 CS0839
 CS0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0839'1.3 MI NW FROM REAGOR SPRINGS.
 CS0839'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT REAGOR
 CS0839'SPRINGS GO NORTHWESTERLY 1.3 MILES ALONG U.S. HIGHWAY NO. 287 TO SITE
 CS0839'OF MARK, BENCH MARK IS ABOUT 100 YARDS SOUTHWEST OF AND ACROSS HIGHWAY
 CS0839'FROM A FARMHOUSE, 59.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT LOWER THAN
 CS0839'THE CENTER LINE OF THE HIGHWAY, 45.5 FEET NORTHEAST OF THE CENTER LINE
 CS0839'OF A RAILROAD TRACK, 74.0 FEET WEST OF THE CENTER LINE OF A PRIVATE
 CS0839'DRIVE LEADING SOUTH, 37.0 FEET SOUTHEAST OF A FOURTEEN INCH HACKBERRY
 CS0839'TREE AND 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST. A BRONZE DISK
 CS0839'STAMPED M 955 1946 SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CS0839'GROUND.
 CS0839
 CS0839                          STATION RECOVERY (2002)
 CS0839
 CS0839'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0777 ***********************************************************************
 CS0777  DESIGNATION -  M 956
 CS0777  PID         -  CS0777
 CS0777  STATE/COUNTY-  TX/ELLIS
 CS0777  USGS QUAD   -  ENNIS WEST (1978)
 CS0777
 CS0777                         *CURRENT SURVEY CONTROL
 CS0777  ___________________________________________________________________
 CS0777* NAD 83(1986)-  32 21 11.     (N)    096 38 15.     (W)     SCALED    
 CS0777* NAVD 88     -       172.594  (meters)     566.25   (feet)  ADJUSTED  
 CS0777  ___________________________________________________________________
 CS0777  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CS0777  DYNAMIC HT  -         172.394 (meters)     565.60  (feet)  COMP
 CS0777  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 CS0777
 CS0777  VERT ORDER  -  SECOND    CLASS 0
 CS0777
 CS0777.The horizontal coordinates were scaled from a topographic map and have
 CS0777.an estimated accuracy of +/- 6 seconds.
 CS0777
 CS0777.The orthometric height was determined by differential leveling
 CS0777.and adjusted by the National Geodetic Survey in June 1991..
 CS0777
 CS0777.The geoid height was determined by GEOID03.
 CS0777
 CS0777.The dynamic height is computed by dividing the NAVD 88
 CS0777.geopotential number by the normal gravity value computed on the
 CS0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0777.degrees latitude (g = 980.6199 gals.).
 CS0777
 CS0777.The modeled gravity was interpolated from observed gravity values.
 CS0777
 CS0777;                    North         East    Units  Estimated Accuracy
 CS0777;SPC TXNC     - 2,077,670.      775,300.      MT  (+/- 180 meters Scaled)
 CS0777
 CS0777                          SUPERSEDED SURVEY CONTROL
 CS0777
 CS0777  NGVD 29 (??/??/92)  172.588  (m)          566.23   (f) ADJ UNCH    2 0
 CS0777
 CS0777.Superseded values are not recommended for survey control.
 CS0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0777.See file dsdata.txt to determine how the superseded data were derived.
 CS0777
 CS0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA223820(NAD 83)
 CS0777_MARKER: DB = BENCH MARK DISK
 CS0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0777_SP_SET: ABUTMENT
 CS0777_STAMPING: M 956 1946
 CS0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0777
 CS0777  HISTORY     - Date     Condition        Report By
 CS0777  HISTORY     - 1946     MONUMENTED       CGS
 CS0777  HISTORY     - 1962     GOOD             NGS
 CS0777  HISTORY     - 20020126 GOOD             USPSQD
 CS0777
 CS0777                          STATION DESCRIPTION
 CS0777
 CS0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS0777'1.9 MI NW FROM ENNIS.
 CS0777'ABOUT 1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 75 BUSINESS ROUTE FROM
 CS0777'THE JUNCTION OF U.S. HIGHWAYS 75, 287 AND STATE HIGHWAY 34 IN ENNIS,
 CS0777'THENCE ALONG A SIDE ROAD ON THE LEFT (OLD HIGHWAY 75) FOR 0.4 MILE TO
 CS0777'AN OVERPASS AND BENCH MARK, AT THE NORTHWEST END OF THE OVERPASS, 9.8
 CS0777'FEET SOUTHWEST OF THE NORTHEAST END, IN THE NORTHWEST CONCRETE
 CS0777'ABUTMENT, 16 FEET NORTHEAST OF THE CENTER LINE OF ROAD, AND ABOUT
 CS0777'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M 956 1946, IS CEMENTED
 CS0777'IN A DRILL HOLE IN THE CONCRETE.
 CS0777
 CS0777                          STATION RECOVERY (2002)
 CS0777
 CS0777'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1512 ***********************************************************************
 CS1512  DESIGNATION -  M 957
 CS1512  PID         -  CS1512
 CS1512  STATE/COUNTY-  TX/ELLIS
 CS1512  USGS QUAD   -  LANCASTER (1981)
 CS1512
 CS1512                         *CURRENT SURVEY CONTROL
 CS1512  ___________________________________________________________________
 CS1512* NAD 83(1986)-  32 30 05.     (N)    096 48 19.     (W)     SCALED    
 CS1512* NAVD 88     -       171.204  (meters)     561.69   (feet)  ADJUSTED  
 CS1512  ___________________________________________________________________
 CS1512  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CS1512  DYNAMIC HT  -         171.003 (meters)     561.03  (feet)  COMP
 CS1512  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 CS1512
 CS1512  VERT ORDER  -  SECOND    CLASS 0
 CS1512
 CS1512.The horizontal coordinates were scaled from a topographic map and have
 CS1512.an estimated accuracy of +/- 6 seconds.
 CS1512
 CS1512.The orthometric height was determined by differential leveling
 CS1512.and adjusted by the National Geodetic Survey in June 1991..
 CS1512
 CS1512.The geoid height was determined by GEOID03.
 CS1512
 CS1512.The dynamic height is computed by dividing the NAVD 88
 CS1512.geopotential number by the normal gravity value computed on the
 CS1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1512.degrees latitude (g = 980.6199 gals.).
 CS1512
 CS1512.The modeled gravity was interpolated from observed gravity values.
 CS1512
 CS1512;                    North         East    Units  Estimated Accuracy
 CS1512;SPC TXNC     - 2,093,850.      759,240.      MT  (+/- 180 meters Scaled)
 CS1512
 CS1512                          SUPERSEDED SURVEY CONTROL
 CS1512
 CS1512  NGVD 29 (??/??/92)  171.203  (m)          561.69   (f) ADJ UNCH    2 0
 CS1512
 CS1512.Superseded values are not recommended for survey control.
 CS1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1512.See file dsdata.txt to determine how the superseded data were derived.
 CS1512
 CS1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA061981(NAD 83)
 CS1512_MARKER: DB = BENCH MARK DISK
 CS1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1512_STAMPING: M 957 1946
 CS1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1512+STABILITY: SURFACE MOTION
 CS1512
 CS1512  HISTORY     - Date     Condition        Report By
 CS1512  HISTORY     - 1946     MONUMENTED       CGS
 CS1512  HISTORY     - 1957     GOOD             NGS
 CS1512  HISTORY     - 20040228 POOR             USPSQD
 CS1512
 CS1512                          STATION DESCRIPTION
 CS1512
 CS1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1512'0.9 MI S FROM RED OAK.
 CS1512'TO REACH FROM THE OLD TEXAS ELECTRIC RAILWAY STATION AT RED OAK, GO
 CS1512'SOUTH 0.3 MILE TO STATE HIGHWAY NO. 342.  CROSS THE HIGHWAY AND
 CS1512'CONTINUE SOUTH ON F.M. HIGHWAY 2377, 0.5 MILE TO A CURVE TO THE LEFT.
 CS1512'CONTINUE STRAIGHT AHEAD ON A GRADED ROAD 0.1 MILE TO A T ROAD LEFT AND
 CS1512'THE MARK ON THE LEFT.  A STANDARD DISK STAMPED M 957 1946 IN A
 CS1512'CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS 45 FEET EAST OF AND
 CS1512'LEVEL WITH THE NORTHSOUTH ROAD AND 38 FEET NORTH OF THE T ROAD EAST
 CS1512'AND ABOUT 150 YARDS WEST OF F.M. 2377 WHICH CURVES TO THE EAST.
 CS1512
 CS1512                          STATION RECOVERY (2004)
 CS1512
 CS1512'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CS1512'MONUMENT FOUND WITHOUT DISK, NO SIGN OF CORE HOLE. MONUMENT ROUNDED
 CS1512'OVER FROM REPEATED HITS WITH MOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0807 ***********************************************************************
 CS0807  DESIGNATION -  M 958
 CS0807  PID         -  CS0807
 CS0807  STATE/COUNTY-  TX/ELLIS
 CS0807  USGS QUAD   -  BRISTOL (1962)
 CS0807
 CS0807                         *CURRENT SURVEY CONTROL
 CS0807  ___________________________________________________________________
 CS0807* NAD 83(1986)-  32 28 15.     (N)    096 33 38.     (W)     SCALED    
 CS0807* NAVD 88     -       142.768  (meters)     468.40   (feet)  ADJUSTED  
 CS0807  ___________________________________________________________________
 CS0807  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CS0807  DYNAMIC HT  -         142.606 (meters)     467.87  (feet)  COMP
 CS0807  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CS0807
 CS0807  VERT ORDER  -  SECOND    CLASS 0
 CS0807
 CS0807.The horizontal coordinates were scaled from a topographic map and have
 CS0807.an estimated accuracy of +/- 6 seconds.
 CS0807
 CS0807.The orthometric height was determined by differential leveling
 CS0807.and adjusted by the National Geodetic Survey in June 1991..
 CS0807
 CS0807.The geoid height was determined by GEOID03.
 CS0807
 CS0807.The dynamic height is computed by dividing the NAVD 88
 CS0807.geopotential number by the normal gravity value computed on the
 CS0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0807.degrees latitude (g = 980.6199 gals.).
 CS0807
 CS0807.The modeled gravity was interpolated from observed gravity values.
 CS0807
 CS0807;                    North         East    Units  Estimated Accuracy
 CS0807;SPC TXNC     - 2,090,860.      782,300.      MT  (+/- 180 meters Scaled)
 CS0807
 CS0807                          SUPERSEDED SURVEY CONTROL
 CS0807
 CS0807  NGVD 29 (??/??/92)  142.778  (m)          468.43   (f) ADJ UNCH    2 0
 CS0807
 CS0807.Superseded values are not recommended for survey control.
 CS0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0807.See file dsdata.txt to determine how the superseded data were derived.
 CS0807
 CS0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA292952(NAD 83)
 CS0807_MARKER: DB = BENCH MARK DISK
 CS0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0807_STAMPING: M 958 1946
 CS0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0807+STABILITY: SURFACE MOTION
 CS0807
 CS0807  HISTORY     - Date     Condition        Report By
 CS0807  HISTORY     - 1946     MONUMENTED       CGS
 CS0807  HISTORY     - 20020126 GOOD             USPSQD
 CS0807
 CS0807                          STATION DESCRIPTION
 CS0807
 CS0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0807'1.0 MI NE FROM BRISTOL.
 CS0807'TO REACH THE MARK FROM THE BRISTOL SCHOOL BUILDING, GO NORTHWEST 0.2
 CS0807'MILES THENCE NORTHEAST 0.8 MILES ALONG A GRAVEL SURFACED ROAD TO THE
 CS0807'SITE OF THE MARK.  BENCH MARK IS 30 FEET SOUTHWEST OF THE SOUTHWEST
 CS0807'CORNER OF A FARMHOUSE, 25 FEET SOUTHEAST OF AND 2 FEET HIGHER THAN THE
 CS0807'CENTER LINE OF THE ROAD, 1 FOOT NORTHEAST OF A 4 X 4 MARKER POST. A
 CS0807'BRONZE DISC SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 CS0807'ABOVE THE GROUND.
 CS0807
 CS0807                          STATION RECOVERY (2002)
 CS0807
 CS0807'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0807'FARM HOUSE GONE. MARK IS 4 FT NE OF TREE, 200 FT NW OF NW CORNER OF
 CS0807'HOUSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0226 ***********************************************************************
 CS0226  DESIGNATION -  M 959
 CS0226  PID         -  CS0226
 CS0226  STATE/COUNTY-  TX/KAUFMAN
 CS0226  USGS QUAD   -  SCURRY (1973)
 CS0226
 CS0226                         *CURRENT SURVEY CONTROL
 CS0226  ___________________________________________________________________
 CS0226* NAD 83(1986)-  32 34 40.     (N)    096 25 53.     (W)     SCALED    
 CS0226* NAVD 88     -       119.028  (meters)     390.51   (feet)  ADJUSTED  
 CS0226  ___________________________________________________________________
 CS0226  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0226  DYNAMIC HT  -         118.896 (meters)     390.08  (feet)  COMP
 CS0226  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 CS0226
 CS0226  VERT ORDER  -  SECOND    CLASS 0
 CS0226
 CS0226.The horizontal coordinates were scaled from a topographic map and have
 CS0226.an estimated accuracy of +/- 6 seconds.
 CS0226
 CS0226.The orthometric height was determined by differential leveling
 CS0226.and adjusted by the National Geodetic Survey in June 1991..
 CS0226
 CS0226.The geoid height was determined by GEOID03.
 CS0226
 CS0226.The dynamic height is computed by dividing the NAVD 88
 CS0226.geopotential number by the normal gravity value computed on the
 CS0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0226.degrees latitude (g = 980.6199 gals.).
 CS0226
 CS0226.The modeled gravity was interpolated from observed gravity values.
 CS0226
 CS0226;                    North         East    Units  Estimated Accuracy
 CS0226;SPC TXNC     - 2,102,950.      794,200.      MT  (+/- 180 meters Scaled)
 CS0226
 CS0226                          SUPERSEDED SURVEY CONTROL
 CS0226
 CS0226  NGVD 29 (??/??/92)  119.042  (m)          390.56   (f) ADJ UNCH    2 0
 CS0226
 CS0226.Superseded values are not recommended for survey control.
 CS0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0226.See file dsdata.txt to determine how the superseded data were derived.
 CS0226
 CS0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB411073(NAD 83)
 CS0226_MARKER: DB = BENCH MARK DISK
 CS0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0226_STAMPING: M 959 1946
 CS0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0226+STABILITY: SURFACE MOTION
 CS0226
 CS0226  HISTORY     - Date     Condition        Report By
 CS0226  HISTORY     - 1946     MONUMENTED       CGS
 CS0226  HISTORY     - 1962     POOR             USGS
 CS0226
 CS0226                          STATION DESCRIPTION
 CS0226
 CS0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0226'4.3 MI SE FROM CRANDALL.
 CS0226'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0226'CRANDALL, GO 1 BLOCK EAST, THENCE SOUTHEAST 3.1 MILES, THENCE
 CS0226'SOUTHWEST 0.8 MILE, THENCE SOUTHEAST 0.4 MILE ALONG A GRAVEL ROAD TO
 CS0226'THE SITE OF THE MARK.  THE BENCH MARK IS 0.1 MILE NORTHWEST OF A STEEL
 CS0226'BRIDGE, 24 FEET SOUTHWEST OF AND 2.5 FEET HIGHER THAN THE CENTER LINE
 CS0226'OF THE ROAD, 4 FEET WEST OF A 6 INCH HACKBERRY TREE, 1 FOOT SOUTH OF A
 CS0226'WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS0226'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0226
 CS0226                          STATION RECOVERY (1962)
 CS0226
 CS0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0226'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0810 ***********************************************************************
 CR0810  DESIGNATION -  M 96
 CR0810  PID         -  CR0810
 CR0810  STATE/COUNTY-  TX/WOOD
 CR0810  USGS QUAD   -  GOLDEN (1981)
 CR0810
 CR0810                         *CURRENT SURVEY CONTROL
 CR0810  ___________________________________________________________________
 CR0810* NAD 83(1986)-  32 42 34.     (N)    095 33 14.     (W)     SCALED    
 CR0810* NAVD 88     -       112.920  (meters)     370.47   (feet)  ADJUSTED  
 CR0810  ___________________________________________________________________
 CR0810  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CR0810  DYNAMIC HT  -         112.793 (meters)     370.06  (feet)  COMP
 CR0810  MODELED GRAV-     979,506.6   (mgal)                       NAVD 88
 CR0810
 CR0810  VERT ORDER  -  FIRST     CLASS II
 CR0810
 CR0810.The horizontal coordinates were scaled from a topographic map and have
 CR0810.an estimated accuracy of +/- 6 seconds.
 CR0810
 CR0810.The orthometric height was determined by differential leveling
 CR0810.and adjusted by the National Geodetic Survey in June 1991..
 CR0810
 CR0810.The geoid height was determined by GEOID03.
 CR0810
 CR0810.The dynamic height is computed by dividing the NAVD 88
 CR0810.geopotential number by the normal gravity value computed on the
 CR0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0810.degrees latitude (g = 980.6199 gals.).
 CR0810
 CR0810.The modeled gravity was interpolated from observed gravity values.
 CR0810
 CR0810;                    North         East    Units  Estimated Accuracy
 CR0810;SPC TXNC     - 2,119,510.      876,160.      MT  (+/- 180 meters Scaled)
 CR0810
 CR0810                          SUPERSEDED SURVEY CONTROL
 CR0810
 CR0810  NGVD 29 (??/??/92)  112.947  (m)          370.56   (f) ADJ UNCH    1 2
 CR0810
 CR0810.Superseded values are not recommended for survey control.
 CR0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0810.See file dsdata.txt to determine how the superseded data were derived.
 CR0810
 CR0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS606219(NAD 83)
 CR0810_MARKER: DB = BENCH MARK DISK
 CR0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0810_STAMPING: 370.482 M 96 1933
 CR0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0810+STABILITY: SURFACE MOTION
 CR0810
 CR0810  HISTORY     - Date     Condition        Report By
 CR0810  HISTORY     - 1933     MONUMENTED       CGS
 CR0810  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0810  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0810
 CR0810                          STATION DESCRIPTION
 CR0810
 CR0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0810'1.5 MI SE FROM GOLDEN.
 CR0810'1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CR0810'FROM GOLDEN, WOOD COUNTY, AT MILEPOST 758, 80 FEET SOUTH OF TRESTLE
 CR0810'757.9, AND 30 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 CR0810'370.482 M 96 1933 AND SET IN THE TOP OF A CONCRETE POST.
 CR0810
 CR0810                          STATION RECOVERY (1995)
 CR0810
 CR0810'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0239 ***********************************************************************
 CS0239  DESIGNATION -  M 960
 CS0239  PID         -  CS0239
 CS0239  STATE/COUNTY-  TX/KAUFMAN
 CS0239  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0239
 CS0239                         *CURRENT SURVEY CONTROL
 CS0239  ___________________________________________________________________
 CS0239* NAD 83(1986)-  32 38 30.     (N)    096 21 37.     (W)     SCALED    
 CS0239* NAVD 88     -       131.809  (meters)     432.44   (feet)  ADJUSTED  
 CS0239  ___________________________________________________________________
 CS0239  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CS0239  DYNAMIC HT  -         131.662 (meters)     431.96  (feet)  COMP
 CS0239  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 CS0239
 CS0239  VERT ORDER  -  SECOND    CLASS 0
 CS0239
 CS0239.The horizontal coordinates were scaled from a topographic map and have
 CS0239.an estimated accuracy of +/- 6 seconds.
 CS0239
 CS0239.The orthometric height was determined by differential leveling
 CS0239.and adjusted by the National Geodetic Survey in June 1991..
 CS0239
 CS0239.The geoid height was determined by GEOID03.
 CS0239
 CS0239.The dynamic height is computed by dividing the NAVD 88
 CS0239.geopotential number by the normal gravity value computed on the
 CS0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0239.degrees latitude (g = 980.6199 gals.).
 CS0239
 CS0239.The modeled gravity was interpolated from observed gravity values.
 CS0239
 CS0239;                    North         East    Units  Estimated Accuracy
 CS0239;SPC TXNC     - 2,110,160.      800,730.      MT  (+/- 180 meters Scaled)
 CS0239
 CS0239                          SUPERSEDED SURVEY CONTROL
 CS0239
 CS0239  NGVD 29 (??/??/92)  131.814  (m)          432.46   (f) ADJ UNCH    2 0
 CS0239
 CS0239.Superseded values are not recommended for survey control.
 CS0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0239.See file dsdata.txt to determine how the superseded data were derived.
 CS0239
 CS0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB476146(NAD 83)
 CS0239_MARKER: DB = BENCH MARK DISK
 CS0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0239_STAMPING: M 960 1946
 CS0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0239+STABILITY: SURFACE MOTION
 CS0239
 CS0239  HISTORY     - Date     Condition        Report By
 CS0239  HISTORY     - 1946     MONUMENTED       CGS
 CS0239
 CS0239                          STATION DESCRIPTION
 CS0239
 CS0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0239'5.5 MI NW FROM KAUFMAN.
 CS0239'TO REACH THE MARK FROM THE KAUFMAN COUNTY COURTHOUSE AT KAUFMAN, GO
 CS0239'WEST 1 BLOCK, THENCE NORTHERLY 2.3 MILES ALONG THE KAUFMAN-FORNEY
 CS0239'ROAD, THENCE NORTHWEST 1.5 MILES, THENCE SOUTHWEST 0.7 MILES, THENCE
 CS0239'NORTHWEST 1.0 MILES ALONG AN UNIMPROVED ROAD TO THE SITE OF THE MARK.
 CS0239'BENCH MARK IS ABOUT 0.2 MILES SOUTH OF A ROAD JUNCTION, 15 FEET WEST
 CS0239'OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 3.5 FEET WEST OF A
 CS0239'FENCE CORNER, 1 FOOT SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISC SET
 CS0239'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CS0239'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1432 ***********************************************************************
 CS1432  DESIGNATION -  M 961 RESET 1962
 CS1432  PID         -  CS1432
 CS1432  STATE/COUNTY-  TX/DALLAS
 CS1432  USGS QUAD   -  HUTCHINS (1973)
 CS1432
 CS1432                         *CURRENT SURVEY CONTROL
 CS1432  ___________________________________________________________________
 CS1432* NAD 83(1986)-  32 44 29.     (N)    096 40 56.     (W)     SCALED    
 CS1432* NAVD 88     -       149.29   (+/-2cm)     489.8    (feet)  VERTCON   
 CS1432  ___________________________________________________________________
 CS1432  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CS1432
 CS1432  VERT ORDER  -  THIRD (See Below)
 CS1432
 CS1432.The horizontal coordinates were scaled from a topographic map and have
 CS1432.an estimated accuracy of +/- 6 seconds.
 CS1432
 CS1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1432.The vertical order pertains to the NGVD 29 superseded value.
 CS1432
 CS1432.The geoid height was determined by GEOID03.
 CS1432
 CS1432;                    North         East    Units  Estimated Accuracy
 CS1432;SPC TXNC     - 2,120,650.      770,340.      MT  (+/- 180 meters Scaled)
 CS1432
 CS1432                          SUPERSEDED SURVEY CONTROL
 CS1432
 CS1432  NGVD 29 (01/29/03)  149.30   (m)          489.8    (f) RESET       3  
 CS1432
 CS1432.Superseded values are not recommended for survey control.
 CS1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1432.See file dsdata.txt to determine how the superseded data were derived.
 CS1432
 CS1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB171249(NAD 83)
 CS1432_MARKER: DB = BENCH MARK DISK
 CS1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1432_STAMPING: M 961 RESET 1962
 CS1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1432+STABILITY: SURFACE MOTION
 CS1432
 CS1432  HISTORY     - Date     Condition        Report By
 CS1432  HISTORY     - 1962     MONUMENTED       CGS
 CS1432  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1432
 CS1432                          STATION DESCRIPTION
 CS1432
 CS1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CS1432'0.5 MI N FROM PLEASANT GROVE.
 CS1432'ABOUT 0.5 MILE NORTH ALONG LOOP 12 (BUCKNER BLVD.) FROM THE S. S.
 CS1432'CONNER HIGH SCHOOL AT PLEASANT GROVE, DALLAS COUNTY, AT THE JUNCTION
 CS1432'OF STONEHURST STREET AND BUCKNER BLVD., 50.4 FEET WEST OF THE CENTER
 CS1432'OF BUCKNER BLVD., 20 FEET SOUTH OF THE CENTER OF THE PROLONGATION OF
 CS1432'STONEHURST STREET, AT THE NORTHEAST CORNER OF THE SPARTAN SHOPPING
 CS1432'CENTER PARKING LOT, 4.2 FEET NORTH OF A POLE HOLDING A CABLE WHICH
 CS1432'SUPPORTS THE TRAFFIC LIGHT, 1.5 FEET EAST OF METAL LIGHT POST, 1.3
 CS1432'FEET EAST OF THE PARKING LOT CURB, 2 FEET SOUTH OF THE CURB AT
 CS1432'ENTRANCE TO SHOPPING CENTER.  A STANDARD DISK STAMPED M 961 RESET
 CS1432'1962, SET IN A 12 X 12 IN. CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CS1432'GROUND.
 CS1432
 CS1432                          STATION RECOVERY (2000)
 CS1432
 CS1432'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0730 ***********************************************************************
 AY0730  DESIGNATION -  M 962
 AY0730  PID         -  AY0730
 AY0730  STATE/COUNTY-  TX/BEXAR
 AY0730  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0730
 AY0730                         *CURRENT SURVEY CONTROL
 AY0730  ___________________________________________________________________
 AY0730* NAD 83(1986)-  29 24 30.     (N)    098 32 35.     (W)     SCALED    
 AY0730* NAVD 88     -       205.753  (meters)     675.04   (feet)  POSTED    
 AY0730  ___________________________________________________________________
 AY0730  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AY0730  DYNAMIC HT  -         205.450 (meters)     674.05  (feet)  COMP
 AY0730  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 AY0730
 AY0730  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0730
 AY0730.The horizontal coordinates were scaled from a topographic map and have
 AY0730.an estimated accuracy of +/- 6 seconds.
 AY0730
 AY0730.The orthometric height was determined by differential leveling
 AY0730.and adjusted by the National Geodetic Survey in 1992..
 AY0730.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0730.rate of 2.1 thru 3.0 mm/km.
 AY0730
 AY0730.The geoid height was determined by GEOID03.
 AY0730
 AY0730.The dynamic height is computed by dividing the NAVD 88
 AY0730.geopotential number by the normal gravity value computed on the
 AY0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0730.degrees latitude (g = 980.6199 gals.).
 AY0730
 AY0730.The modeled gravity was interpolated from observed gravity values.
 AY0730
 AY0730;                    North         East    Units  Estimated Accuracy
 AY0730;SPC TXSC     - 4,174,640.      644,340.      MT  (+/- 180 meters Scaled)
 AY0730
 AY0730                          SUPERSEDED SURVEY CONTROL
 AY0730
 AY0730  NGVD 29 (??/??/92)  205.634  (m)          674.65   (f) ADJ UNCH    1 2
 AY0730
 AY0730.Superseded values are not recommended for survey control.
 AY0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0730.See file dsdata.txt to determine how the superseded data were derived.
 AY0730
 AY0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT443533(NAD 83)
 AY0730_MARKER: DD = SURVEY DISK
 AY0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0730_STAMPING: M 962 1946
 AY0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0730+STABILITY: SURFACE MOTION
 AY0730
 AY0730  HISTORY     - Date     Condition        Report By
 AY0730  HISTORY     - 1946     MONUMENTED
 AY0730  HISTORY     - 1946     GOOD             NGS
 AY0730  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY0730
 AY0730                          STATION DESCRIPTION
 AY0730
 AY0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0730'IN SAN ANTONIO.
 AY0730'AT SAN ANTONIO, AT THE NORTHWEST CORNER OF THE INTERSECTION OF CERALVO
 AY0730'AND BARCLAY STREETS, 26.3 FEET NORTH OF THE CENTERLINE OF CERALVO
 AY0730'STREET, 21.4 FEET WEST OF THE CENTERLINE OF BARCLAY STREET, 45.5 FEET
 AY0730'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 1201 CERALVO STREET,
 AY0730'SET IN THE TOP OF A 1-FOOT CONCRETE POST SURROUNDED BY A 2-FOOT
 AY0730'CONCRETE PIPE WHICH HAS AN IRON COVER AND WHICH IS FLUSH WITH THE
 AY0730'GROUND.
 AY0730
 AY0730                          STATION RECOVERY (1995)
 AY0730
 AY0730'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0784 ***********************************************************************
 AY0784  DESIGNATION -  M 963
 AY0784  PID         -  AY0784
 AY0784  STATE/COUNTY-  TX/BEXAR
 AY0784  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0784
 AY0784                         *CURRENT SURVEY CONTROL
 AY0784  ___________________________________________________________________
 AY0784* NAD 83(1986)-  29 22 55.     (N)    098 32 01.     (W)     SCALED    
 AY0784* NAVD 88     -       200.121  (meters)     656.56   (feet)  ADJUSTED  
 AY0784  ___________________________________________________________________
 AY0784  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY0784  DYNAMIC HT  -         199.831 (meters)     655.61  (feet)  COMP
 AY0784  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 AY0784
 AY0784  VERT ORDER  -  FIRST     CLASS II
 AY0784
 AY0784.The horizontal coordinates were scaled from a topographic map and have
 AY0784.an estimated accuracy of +/- 6 seconds.
 AY0784
 AY0784.The orthometric height was determined by differential leveling
 AY0784.and adjusted by the National Geodetic Survey in June 1991..
 AY0784
 AY0784.The geoid height was determined by GEOID03.
 AY0784
 AY0784.The dynamic height is computed by dividing the NAVD 88
 AY0784.geopotential number by the normal gravity value computed on the
 AY0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0784.degrees latitude (g = 980.6199 gals.).
 AY0784
 AY0784.The modeled gravity was interpolated from observed gravity values.
 AY0784
 AY0784;                    North         East    Units  Estimated Accuracy
 AY0784;SPC TXSC     - 4,171,720.      645,270.      MT  (+/- 180 meters Scaled)
 AY0784
 AY0784                          SUPERSEDED SURVEY CONTROL
 AY0784
 AY0784  NGVD 29 (??/??/92)  200.011  (m)          656.20   (f) ADJ UNCH    1 2
 AY0784
 AY0784.Superseded values are not recommended for survey control.
 AY0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0784.See file dsdata.txt to determine how the superseded data were derived.
 AY0784
 AY0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT452503(NAD 83)
 AY0784_MARKER: DD = SURVEY DISK
 AY0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0784_STAMPING: M 963 1946
 AY0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0784+STABILITY: SURFACE MOTION
 AY0784
 AY0784  HISTORY     - Date     Condition        Report By
 AY0784  HISTORY     - 1946     MONUMENTED
 AY0784  HISTORY     - 1946     GOOD             NGS
 AY0784  HISTORY     - 19861001 MARK NOT FOUND   USGS
 AY0784  HISTORY     - 19950510 POOR             USPSQD
 AY0784
 AY0784                          STATION DESCRIPTION
 AY0784
 AY0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0784'IN SAN ANTONIO.
 AY0784'AT SAN ANTONIO, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 AY0784'ZARZAMORA AVENUE AND CULBERSON STREET, 19.2 FEET WEST OF THE WEST CURB
 AY0784'OF ZARZAMORA AVENUE, 17.5 FEET NORTH OF THE NORTH CURB OF CULBERSON
 AY0784'STREET, SET IN THE TOP OF A 1-FOOT CIRCULAR CONCRETE POST SURROUNDED
 AY0784'BY A 2-FOOT CONCRETE PIPE WHICH HAS AN IRON COVER WHICH IS FLUSH WITH
 AY0784'THE GROUND.
 AY0784
 AY0784                          STATION RECOVERY (1986)
 AY0784
 AY0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0784'MARK NOT FOUND.
 AY0784
 AY0784                          STATION RECOVERY (1995)
 AY0784
 AY0784'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0784'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1612 ***********************************************************************
 BY1612  DESIGNATION -  M 964
 BY1612  PID         -  BY1612
 BY1612  STATE/COUNTY-  TX/HOUSTON
 BY1612  USGS QUAD   -  FODICE (1963)
 BY1612
 BY1612                         *CURRENT SURVEY CONTROL
 BY1612  ___________________________________________________________________
 BY1612* NAD 83(1986)-  31 11 00.     (N)    095 17 20.     (W)     SCALED    
 BY1612* NAVD 88     -        98.33   (+/-2cm)     322.6    (feet)  VERTCON   
 BY1612  ___________________________________________________________________
 BY1612  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1612
 BY1612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1612
 BY1612.The horizontal coordinates were scaled from a topographic map and have
 BY1612.an estimated accuracy of +/- 6 seconds.
 BY1612
 BY1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1612.The vertical order pertains to the NGVD 29 superseded value.
 BY1612
 BY1612.The geoid height was determined by GEOID03.
 BY1612
 BY1612;                    North         East    Units  Estimated Accuracy
 BY1612;SPC TX C     - 3,179,030.    1,180,620.      MT  (+/- 180 meters Scaled)
 BY1612
 BY1612                          SUPERSEDED SURVEY CONTROL
 BY1612
 BY1612  NGVD 29 (??/??/92)   98.341  (m)          322.64   (f) ADJ UNCH    2 0
 BY1612
 BY1612.Superseded values are not recommended for survey control.
 BY1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1612.See file dsdata.txt to determine how the superseded data were derived.
 BY1612
 BY1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ818521(NAD 83)
 BY1612_MARKER: DB = BENCH MARK DISK
 BY1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1612_STAMPING: M 964 1948
 BY1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1612+STABILITY: SURFACE MOTION
 BY1612
 BY1612  HISTORY     - Date     Condition        Report By
 BY1612  HISTORY     - 1948     MONUMENTED       CGS
 BY1612
 BY1612                          STATION DESCRIPTION
 BY1612
 BY1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1612'0.95 MI NE FROM FODICE.
 BY1612'0.95 MILE NORTHEAST ALONG THE FODICE-PENNINGTON ROAD FROM THE
 BY1612'PENNINGTON COLORED HIGH SCHOOL AT FODICE, 92.7 FEET NORTHEAST OF AN
 BY1612'ENTRANCE TO A CEMETERY, 92.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BY1612'ROAD, 29.3 FEET SOUTHWEST OF THE NORTH CORNER OF A FENCE SURROUNDING A
 BY1612'CEMETERY, 1.5 FEET NORTHEAST OF A REFERENCE POST, 1.0 FOOT NORTHWEST
 BY1612'OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BY1612'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0472 ***********************************************************************
 CR0472  DESIGNATION -  M 965
 CR0472  PID         -  CR0472
 CR0472  STATE/COUNTY-  TX/HENDERSON
 CR0472  USGS QUAD   -  CHANDLER (1973)
 CR0472
 CR0472                         *CURRENT SURVEY CONTROL
 CR0472  ___________________________________________________________________
 CR0472* NAD 83(1986)-  32 18 23.     (N)    095 28 47.     (W)     SCALED    
 CR0472* NAVD 88     -       122.206  (meters)     400.94   (feet)  ADJUSTED  
 CR0472  ___________________________________________________________________
 CR0472  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR0472  DYNAMIC HT  -         122.064 (meters)     400.47  (feet)  COMP
 CR0472  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 CR0472
 CR0472  VERT ORDER  -  SECOND    CLASS 0
 CR0472
 CR0472.The horizontal coordinates were scaled from a topographic map and have
 CR0472.an estimated accuracy of +/- 6 seconds.
 CR0472
 CR0472.The orthometric height was determined by differential leveling
 CR0472.and adjusted by the National Geodetic Survey in June 1991..
 CR0472
 CR0472.The geoid height was determined by GEOID03.
 CR0472
 CR0472.The dynamic height is computed by dividing the NAVD 88
 CR0472.geopotential number by the normal gravity value computed on the
 CR0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0472.degrees latitude (g = 980.6199 gals.).
 CR0472
 CR0472.The modeled gravity was interpolated from observed gravity values.
 CR0472
 CR0472;                    North         East    Units  Estimated Accuracy
 CR0472;SPC TXNC     - 2,075,030.      884,390.      MT  (+/- 180 meters Scaled)
 CR0472
 CR0472                          SUPERSEDED SURVEY CONTROL
 CR0472
 CR0472  NGVD 29 (??/??/92)  122.234  (m)          401.03   (f) ADJ UNCH    2 0
 CR0472
 CR0472.Superseded values are not recommended for survey control.
 CR0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0472.See file dsdata.txt to determine how the superseded data were derived.
 CR0472
 CR0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR665770(NAD 83)
 CR0472_MARKER: DB = BENCH MARK DISK
 CR0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0472_STAMPING: M 965 1948
 CR0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0472+STABILITY: SURFACE MOTION
 CR0472
 CR0472  HISTORY     - Date     Condition        Report By
 CR0472  HISTORY     - 1948     MONUMENTED       CGS
 CR0472  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 CR0472
 CR0472                          STATION DESCRIPTION
 CR0472
 CR0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0472'IN CHANDLER.
 CR0472'AT CHANDLER, 90.0 FEET EAST OF THE CENTER LINE OF A DIRT STREET, 38.5
 CR0472'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE ST. LOUIS
 CR0472'SOUTHWESTERN RAILWAY OF TEXAS, 23.7 FEET SOUTHWEST OF A 12-INCH
 CR0472'SYCAMORE TREE, 2.1 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 CR0472'RAILWAY STATION, 1.0 FOOT WEST OF THE WEST WALL OF THE STATION, SET IN
 CR0472'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0472
 CR0472                          STATION RECOVERY (2004)
 CR0472
 CR0472'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1554 ***********************************************************************
 BY1554  DESIGNATION -  M 966
 BY1554  PID         -  BY1554
 BY1554  STATE/COUNTY-  TX/TRINITY
 BY1554  USGS QUAD   -  PENNINGTON (1963)
 BY1554
 BY1554                         *CURRENT SURVEY CONTROL
 BY1554  ___________________________________________________________________
 BY1554* NAD 83(1986)-  31 10 09.     (N)    095 13 37.     (W)     SCALED    
 BY1554* NAVD 88     -        98.75   (+/-2cm)     324.0    (feet)  VERTCON   
 BY1554  ___________________________________________________________________
 BY1554  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1554
 BY1554  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1554
 BY1554.The horizontal coordinates were scaled from a topographic map and have
 BY1554.an estimated accuracy of +/- 6 seconds.
 BY1554
 BY1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1554.The vertical order pertains to the NGVD 29 superseded value.
 BY1554
 BY1554.The geoid height was determined by GEOID03.
 BY1554
 BY1554;                    North         East    Units  Estimated Accuracy
 BY1554;SPC TX C     - 3,177,730.    1,186,590.      MT  (+/- 180 meters Scaled)
 BY1554
 BY1554                          SUPERSEDED SURVEY CONTROL
 BY1554
 BY1554  NGVD 29 (??/??/92)   98.762  (m)          324.02   (f) ADJ UNCH    2 0
 BY1554
 BY1554.Superseded values are not recommended for survey control.
 BY1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1554.See file dsdata.txt to determine how the superseded data were derived.
 BY1554
 BY1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ877504(NAD 83)
 BY1554_MARKER: DB = BENCH MARK DISK
 BY1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1554_STAMPING: M 966 1948
 BY1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1554+STABILITY: SURFACE MOTION
 BY1554
 BY1554  HISTORY     - Date     Condition        Report By
 BY1554  HISTORY     - 1948     MONUMENTED       CGS
 BY1554
 BY1554                          STATION DESCRIPTION
 BY1554
 BY1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1554'1.65 MI SE FROM PENNINGTON.
 BY1554'1.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE BAPTIST CHURCH AT
 BY1554'PENNINGTON, 0.75 MILE NORTHWEST OF BROWNLEE CREEK, AT A ROADSIDE PARK,
 BY1554'84.9 FEET NORTHWEST OF THE NORTH CORNER OF AN OPEN BARBECUE PIT, 74.1
 BY1554'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 68.0 FEET SOUTH OF
 BY1554'THE CENTER LINE OF THE NORTHWEST ENTRANCE TO THE PARK, 58.0 FEET
 BY1554'NORTHEAST OF THE CENTER LINE OF THE OLD RIGHT OF WAY OF U.S. HIGHWAY
 BY1554'287, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BY1554'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1587 ***********************************************************************
 BY1587  DESIGNATION -  M 968
 BY1587  PID         -  BY1587
 BY1587  STATE/COUNTY-  TX/HOUSTON
 BY1587  USGS QUAD   -  CROCKETT (1950)
 BY1587
 BY1587                         *CURRENT SURVEY CONTROL
 BY1587  ___________________________________________________________________
 BY1587* NAD 83(1986)-  31 18 56.     (N)    095 26 27.     (W)     SCALED    
 BY1587* NAVD 88     -       108.18   (+/-2cm)     354.9    (feet)  VERTCON   
 BY1587  ___________________________________________________________________
 BY1587  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BY1587
 BY1587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1587
 BY1587.The horizontal coordinates were scaled from a topographic map and have
 BY1587.an estimated accuracy of +/- 6 seconds.
 BY1587
 BY1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1587.The vertical order pertains to the NGVD 29 superseded value.
 BY1587
 BY1587.The geoid height was determined by GEOID03.
 BY1587
 BY1587;                    North         East    Units  Estimated Accuracy
 BY1587;SPC TX C     - 3,193,030.    1,165,510.      MT  (+/- 180 meters Scaled)
 BY1587
 BY1587                          SUPERSEDED SURVEY CONTROL
 BY1587
 BY1587  NGVD 29 (??/??/92)  108.158  (m)          354.85   (f) ADJ UNCH    2 0
 BY1587
 BY1587.Superseded values are not recommended for survey control.
 BY1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1587.See file dsdata.txt to determine how the superseded data were derived.
 BY1587
 BY1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ677671(NAD 83)
 BY1587_MARKER: DB = BENCH MARK DISK
 BY1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1587_STAMPING: M 968 1948
 BY1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1587+STABILITY: SURFACE MOTION
 BY1587
 BY1587  HISTORY     - Date     Condition        Report By
 BY1587  HISTORY     - 1948     MONUMENTED       CGS
 BY1587  HISTORY     - 20040318 GOOD             INDIV
 BY1587
 BY1587                          STATION DESCRIPTION
 BY1587
 BY1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1587'IN CROCKETT.
 BY1587'AT CROCKETT, 1.0 MILE EAST ALONG STATE HIGHWAY NO. 7 FROM THE HOUSTON
 BY1587'COUNTY COURTHOUSE, 99.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 BY1587'(GOLIOD AVE.), 12.8 FEET NORTHEAST OF THE NORTHEAST CURB OF GRACE
 BY1587'STREET, 8.0 FEET SOUTHEAST OF A 30-INCH OAK TREE, 1.5 FEET SOUTHWEST
 BY1587'OF A RIGHT-OF-WAY FENCE ALONG THE PROPERTY LINE OF C. N. GOOLSBEE, SET
 BY1587'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 BY1587
 BY1587                          STATION RECOVERY (2004)
 BY1587
 BY1587'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DMW)
 BY1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0397 ***********************************************************************
 CS0397  DESIGNATION -  M 969
 CS0397  PID         -  CS0397
 CS0397  STATE/COUNTY-  TX/ELLIS
 CS0397  USGS QUAD   -  ROSSER (1963)
 CS0397
 CS0397                         *CURRENT SURVEY CONTROL
 CS0397  ___________________________________________________________________
 CS0397* NAD 83(1986)-  32 25 09.     (N)    096 28 05.     (W)     SCALED    
 CS0397* NAVD 88     -       100.063  (meters)     328.29   (feet)  ADJUSTED  
 CS0397  ___________________________________________________________________
 CS0397  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CS0397  DYNAMIC HT  -          99.950 (meters)     327.92  (feet)  COMP
 CS0397  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CS0397
 CS0397  VERT ORDER  -  SECOND    CLASS 0
 CS0397
 CS0397.The horizontal coordinates were scaled from a topographic map and have
 CS0397.an estimated accuracy of +/- 6 seconds.
 CS0397
 CS0397.The orthometric height was determined by differential leveling
 CS0397.and adjusted by the National Geodetic Survey in June 1991..
 CS0397
 CS0397.The geoid height was determined by GEOID03.
 CS0397
 CS0397.The dynamic height is computed by dividing the NAVD 88
 CS0397.geopotential number by the normal gravity value computed on the
 CS0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0397.degrees latitude (g = 980.6199 gals.).
 CS0397
 CS0397.The modeled gravity was interpolated from observed gravity values.
 CS0397
 CS0397;                    North         East    Units  Estimated Accuracy
 CS0397;SPC TXNC     - 2,085,290.      791,100.      MT  (+/- 180 meters Scaled)
 CS0397
 CS0397                          SUPERSEDED SURVEY CONTROL
 CS0397
 CS0397  NGVD 29 (??/??/92)  100.07   (m)          328.3    (f) COMPUTED    2 0
 CS0397
 CS0397.Superseded values are not recommended for survey control.
 CS0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0397.See file dsdata.txt to determine how the superseded data were derived.
 CS0397
 CS0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA380897(NAD 83)
 CS0397_MARKER: DB = BENCH MARK DISK
 CS0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0397_SP_SET: CULVERT
 CS0397_STAMPING: M 969 1963
 CS0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0397
 CS0397  HISTORY     - Date     Condition        Report By
 CS0397  HISTORY     - 1946     MONUMENTED       CGS
 CS0397  HISTORY     - 1963     GOOD             USGS
 CS0397
 CS0397                          STATION DESCRIPTION
 CS0397
 CS0397'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CS0397'4.2 MI SW FROM ROSSER.
 CS0397'TO REACH FROM JCT. OF STATE HIGHWAY 34 AND FARM ROAD 2451 1 MILE ESE
 CS0397'OF ROSSER GO SW 3.2 MILES ON HIGHWAY TO COUNTY ROAD SE AND SITE OF
 CS0397'MARK, 55 FEET SE AND ABOUT 1 FOOT LOWER THAN HIGHWAY.  15 FEET NE OF
 CS0397'CENTER LINE OF COUNTY ROAD, ON TOP OF THE SE END OF THE NE HEADWALL OF
 CS0397'A TWO TUBE CULVERT.  A BRONZE DISK STAMPED M 969 1946 SET IN A DRILL
 CS0397'HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0117 ***********************************************************************
 DN0117  DESIGNATION -  M 97
 DN0117  PID         -  DN0117
 DN0117  STATE/COUNTY-  TX/HUNT
 DN0117  USGS QUAD   -  CELESTE (1964)
 DN0117
 DN0117                         *CURRENT SURVEY CONTROL
 DN0117  ___________________________________________________________________
 DN0117* NAD 83(1986)-  33 21 08.     (N)    096 13 19.     (W)     SCALED    
 DN0117* NAVD 88     -       202.821  (meters)     665.42   (feet)  ADJUSTED  
 DN0117  ___________________________________________________________________
 DN0117  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DN0117  DYNAMIC HT  -         202.603 (meters)     664.71  (feet)  COMP
 DN0117  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 DN0117
 DN0117  VERT ORDER  -  FIRST     CLASS II
 DN0117
 DN0117.The horizontal coordinates were scaled from a topographic map and have
 DN0117.an estimated accuracy of +/- 6 seconds.
 DN0117
 DN0117.The orthometric height was determined by differential leveling
 DN0117.and adjusted by the National Geodetic Survey in June 1991..
 DN0117.WARNING-Repeat measurements at this control monument indicate possible
 DN0117.vertical movement.
 DN0117
 DN0117.The geoid height was determined by GEOID03.
 DN0117
 DN0117.The dynamic height is computed by dividing the NAVD 88
 DN0117.geopotential number by the normal gravity value computed on the
 DN0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0117.degrees latitude (g = 980.6199 gals.).
 DN0117
 DN0117.The modeled gravity was interpolated from observed gravity values.
 DN0117
 DN0117;                    North         East    Units  Estimated Accuracy
 DN0117;SPC TXNC     - 2,189,210.      812,000.      MT  (+/- 180 meters Scaled)
 DN0117
 DN0117                          SUPERSEDED SURVEY CONTROL
 DN0117
 DN0117  NGVD 29 (??/??/92)  202.814  (m)          665.40   (f) ADJ UNCH    1 2
 DN0117
 DN0117.Superseded values are not recommended for survey control.
 DN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0117.See file dsdata.txt to determine how the superseded data were derived.
 DN0117
 DN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB585937(NAD 83)
 DN0117_MARKER: DB = BENCH MARK DISK
 DN0117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0117_SP_SET: HEADWALL
 DN0117_STAMPING: M 97 1933 665.399
 DN0117_MARK LOGO: CGS   
 DN0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0117+STABILITY: SURFACE MOTION
 DN0117
 DN0117  HISTORY     - Date     Condition        Report By
 DN0117  HISTORY     - 1933     MONUMENTED       CGS
 DN0117  HISTORY     - 1986     GOOD             NGS
 DN0117  HISTORY     - 19940416 GOOD             USPSQD
 DN0117
 DN0117                          STATION DESCRIPTION
 DN0117
 DN0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0117'2.2 MI SE FROM LEONARD.
 DN0117'IN HUNT COUNTY, 2.2 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 DN0117'RAILROAD OF TEXAS FROM LEONARD, FANNIN COUNTY, 450 FEET NORTH OF
 DN0117'MILEPOST 697, AT A CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 DN0117'CONCRETE HEADWALL, AND 12 FEET WEST OF THE TRACK.  A STANDARD DISK,
 DN0117'STAMPED 665.399 M 97 1933.
 DN0117
 DN0117                          STATION RECOVERY (1986)
 DN0117
 DN0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0117'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  27.5 KM
 DN0117'(17.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE COURTHOUSE IN
 DN0117'GREENVILLE, 0.3 KM (0.2 MI) NORTHWEST OF RAILROAD MILEPOST 697, IN THE
 DN0117'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 12 BY 12 FOOT
 DN0117'BOX CULVERT, 23.1 M (75.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 DN0117'HIGHWAY, 3.7 M (12.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE MISSOURI
 DN0117'KANSAS TEXAS RAILROAD, AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST
 DN0117'END OF THE HEADWALL.
 DN0117'THE MARK IS 0.9 M BELOW THE TRACKS.
 DN0117
 DN0117                          STATION RECOVERY (1994)
 DN0117
 DN0117'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1381 ***********************************************************************
 CS1381  DESIGNATION -  M 970
 CS1381  PID         -  CS1381
 CS1381  STATE/COUNTY-  TX/DALLAS
 CS1381  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1381
 CS1381                         *CURRENT SURVEY CONTROL
 CS1381  ___________________________________________________________________
 CS1381* NAD 83(1986)-  32 48 18.     (N)    096 40 55.     (W)     SCALED    
 CS1381* NAVD 88     -       165.748  (meters)     543.79   (feet)  ADJUSTED  
 CS1381  ___________________________________________________________________
 CS1381  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CS1381  DYNAMIC HT  -         165.563 (meters)     543.18  (feet)  COMP
 CS1381  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CS1381
 CS1381  VERT ORDER  -  SECOND    CLASS 0
 CS1381
 CS1381.The horizontal coordinates were scaled from a topographic map and have
 CS1381.an estimated accuracy of +/- 6 seconds.
 CS1381
 CS1381.The orthometric height was determined by differential leveling
 CS1381.and adjusted by the National Geodetic Survey in June 1991..
 CS1381
 CS1381.The geoid height was determined by GEOID03.
 CS1381
 CS1381.The dynamic height is computed by dividing the NAVD 88
 CS1381.geopotential number by the normal gravity value computed on the
 CS1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1381.degrees latitude (g = 980.6199 gals.).
 CS1381
 CS1381.The modeled gravity was interpolated from observed gravity values.
 CS1381
 CS1381;                    North         East    Units  Estimated Accuracy
 CS1381;SPC TXNC     - 2,127,700.      770,250.      MT  (+/- 180 meters Scaled)
 CS1381
 CS1381                          SUPERSEDED SURVEY CONTROL
 CS1381
 CS1381  NGVD 29 (??/??/92)  165.761  (m)          543.83   (f) ADJ UNCH    2 0
 CS1381
 CS1381.Superseded values are not recommended for survey control.
 CS1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1381.See file dsdata.txt to determine how the superseded data were derived.
 CS1381
 CS1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB170320(NAD 83)
 CS1381_MARKER: DB = BENCH MARK DISK
 CS1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1381_STAMPING: M 970 1946
 CS1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1381+STABILITY: SURFACE MOTION
 CS1381
 CS1381  HISTORY     - Date     Condition        Report By
 CS1381  HISTORY     - 1946     MONUMENTED       CGS
 CS1381  HISTORY     - 1958     GOOD             NGS
 CS1381  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 CS1381
 CS1381                          STATION DESCRIPTION
 CS1381
 CS1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1381'3.0 MI N FROM PLEASANT MOUND.
 CS1381'3.0 MILES NORTH ALONG STATE HIGHWAY LOOP 12 (BUCKNER BOULEVARD) FROM
 CS1381'THE METHODIST CHURCH AT PLEASANT MOUND, 0.2 MILE SOUTH OF A ROAD
 CS1381'INTERSECTION, 50 FEET EAST OF THE CENTERLINE OF THE BOULEVARD, AND 5
 CS1381'FEET SOUTHWEST OF A POWERLINE POLE.  NOTE-- AND FIRMLY IN PLACE, 2
 CS1381'FEET SOUTHWEST OF A TOWER CAFE METAL SIGN.
 CS1381
 CS1381                          STATION RECOVERY (1966)
 CS1381
 CS1381'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 CS1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0085 ***********************************************************************
 CS0085  DESIGNATION -  M 971
 CS0085  PID         -  CS0085
 CS0085  STATE/COUNTY-  TX/KAUFMAN
 CS0085  USGS QUAD   -  FORNEY NORTH (1973)
 CS0085
 CS0085                         *CURRENT SURVEY CONTROL
 CS0085  ___________________________________________________________________
 CS0085* NAD 83(1986)-  32 45 23.     (N)    096 27 59.     (W)     SCALED    
 CS0085* NAVD 88     -       144.531  (meters)     474.18   (feet)  ADJUSTED  
 CS0085  ___________________________________________________________________
 CS0085  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0085  DYNAMIC HT  -         144.372 (meters)     473.66  (feet)  COMP
 CS0085  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 CS0085
 CS0085  VERT ORDER  -  SECOND    CLASS 0
 CS0085
 CS0085.The horizontal coordinates were scaled from a topographic map and have
 CS0085.an estimated accuracy of +/- 6 seconds.
 CS0085
 CS0085.The orthometric height was determined by differential leveling
 CS0085.and adjusted by the National Geodetic Survey in June 1991..
 CS0085.WARNING-Repeat measurements at this control monument indicate possible
 CS0085.vertical movement.
 CS0085
 CS0085.The geoid height was determined by GEOID03.
 CS0085
 CS0085.The dynamic height is computed by dividing the NAVD 88
 CS0085.geopotential number by the normal gravity value computed on the
 CS0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0085.degrees latitude (g = 980.6199 gals.).
 CS0085
 CS0085.The modeled gravity was interpolated from observed gravity values.
 CS0085
 CS0085;                    North         East    Units  Estimated Accuracy
 CS0085;SPC TXNC     - 2,122,680.      790,530.      MT  (+/- 180 meters Scaled)
 CS0085
 CS0085                          SUPERSEDED SURVEY CONTROL
 CS0085
 CS0085  NGVD 29 (??/??/92)  144.54   (m)          474.2    (f) COMPUTED    2 0
 CS0085
 CS0085.Superseded values are not recommended for survey control.
 CS0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0085.See file dsdata.txt to determine how the superseded data were derived.
 CS0085
 CS0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB373271(NAD 83)
 CS0085_MARKER: DB = BENCH MARK DISK
 CS0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0085_STAMPING: M 971 1946
 CS0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0085+STABILITY: SURFACE MOTION
 CS0085
 CS0085  HISTORY     - Date     Condition        Report By
 CS0085  HISTORY     - 1946     MONUMENTED       CGS
 CS0085  HISTORY     - 1952     GOOD             NGS
 CS0085
 CS0085                          STATION DESCRIPTION
 CS0085
 CS0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0085'1.0 MI N FROM FORNEY.
 CS0085'0.1 MILE NORTH ALONG AN OILED STREET FROM THE TEXAS AND PACIFIC
 CS0085'RAILROAD STATION AT FORNEY, THENCE 0.4 MILE WEST ALONG U.S. HIGHWAY
 CS0085'80, THENCE 0.5 MILE NORTH ALONG FARM ROAD 740, 2 FEET NORTH OF A FENCE
 CS0085'CORNER, 30 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 1 FOOT WEST
 CS0085'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS0085'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0497 ***********************************************************************
 BZ0497  DESIGNATION -  M 972
 BZ0497  PID         -  BZ0497
 BZ0497  STATE/COUNTY-  TX/MADISON
 BZ0497  USGS QUAD   -  NORMANGEE (1982)
 BZ0497
 BZ0497                         *CURRENT SURVEY CONTROL
 BZ0497  ___________________________________________________________________
 BZ0497* NAD 83(1986)-  31 00 47.     (N)    096 02 19.     (W)     SCALED    
 BZ0497* NAVD 88     -        98.33   (+/-2cm)     322.6    (feet)  VERTCON   
 BZ0497  ___________________________________________________________________
 BZ0497  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BZ0497
 BZ0497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0497
 BZ0497.The horizontal coordinates were scaled from a topographic map and have
 BZ0497.an estimated accuracy of +/- 6 seconds.
 BZ0497
 BZ0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0497.The vertical order pertains to the NGVD 29 superseded value.
 BZ0497
 BZ0497.The geoid height was determined by GEOID03.
 BZ0497
 BZ0497;                    North         East    Units  Estimated Accuracy
 BZ0497;SPC TX C     - 3,157,170.    1,109,960.      MT  (+/- 180 meters Scaled)
 BZ0497
 BZ0497                          SUPERSEDED SURVEY CONTROL
 BZ0497
 BZ0497  NGVD 29 (??/??/92)   98.312  (m)          322.55   (f) ADJ UNCH    2 0
 BZ0497
 BZ0497.Superseded values are not recommended for survey control.
 BZ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0497.See file dsdata.txt to determine how the superseded data were derived.
 BZ0497
 BZ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV827348(NAD 83)
 BZ0497_MARKER: DB = BENCH MARK DISK
 BZ0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0497_STAMPING: M 972 1947
 BZ0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0497+STABILITY: SURFACE MOTION
 BZ0497
 BZ0497  HISTORY     - Date     Condition        Report By
 BZ0497  HISTORY     - 1947     MONUMENTED       CGS
 BZ0497
 BZ0497                          STATION DESCRIPTION
 BZ0497
 BZ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0497'6.1 MI SE FROM NORMANGEE.
 BZ0497'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BZ0497'GO EAST 0.3 MILE ALONG A GRAVELED ROAD, THENCE NORTHEAST 1.6 MILES
 BZ0497'ALONG STATE OSR HIGHWAY, THENCE SOUTHEAST 2.2 MILES ALONG A GRADED
 BZ0497'DIRT ROAD, THENCE EAST 0.7 MILE ALONG A GRADED DIRT ROAD, THENCE SOUTH
 BZ0497'0.5 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED
 BZ0497'DIRT ROAD TO SITE OF MARK, BENCH MARK IS 68.0 FEET NORTHWEST OF AND
 BZ0497'ACROSS THE ROAD FROM A TWENTYFOUR INCH OAK TREE, 48.3 FEET NORTHEAST
 BZ0497'OF THE NORTH END OF A CORRUGATED IRON CULVERT, 35.5 FEET NORTH OF AND
 BZ0497'ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 10.2 FEET
 BZ0497'NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST. A
 BZ0497'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0497'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1716 ***********************************************************************
 BY1716  DESIGNATION -  M 973
 BY1716  PID         -  BY1716
 BY1716  STATE/COUNTY-  TX/MADISON
 BY1716  USGS QUAD   -  LEONA SW (1964)
 BY1716
 BY1716                         *CURRENT SURVEY CONTROL
 BY1716  ___________________________________________________________________
 BY1716* NAD 83(1986)-  31 04 13.     (N)    095 55 30.     (W)     SCALED    
 BY1716* NAVD 88     -       116.38   (+/-2cm)     381.8    (feet)  VERTCON   
 BY1716  ___________________________________________________________________
 BY1716  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BY1716
 BY1716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1716
 BY1716.The horizontal coordinates were scaled from a topographic map and have
 BY1716.an estimated accuracy of +/- 6 seconds.
 BY1716
 BY1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1716.The vertical order pertains to the NGVD 29 superseded value.
 BY1716
 BY1716.The geoid height was determined by GEOID03.
 BY1716
 BY1716;                    North         East    Units  Estimated Accuracy
 BY1716;SPC TX C     - 3,163,930.    1,120,550.      MT  (+/- 180 meters Scaled)
 BY1716
 BY1716                          SUPERSEDED SURVEY CONTROL
 BY1716
 BY1716  NGVD 29 (??/??/92)  116.362  (m)          381.76   (f) ADJ UNCH    2 0
 BY1716
 BY1716.Superseded values are not recommended for survey control.
 BY1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1716.See file dsdata.txt to determine how the superseded data were derived.
 BY1716
 BY1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ209410(NAD 83)
 BY1716_MARKER: DB = BENCH MARK DISK
 BY1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1716_STAMPING: M 973 1947
 BY1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1716+STABILITY: SURFACE MOTION
 BY1716
 BY1716  HISTORY     - Date     Condition        Report By
 BY1716  HISTORY     - 1947     MONUMENTED       CGS
 BY1716  HISTORY     - 19960601 POOR             USPSQD
 BY1716
 BY1716                          STATION DESCRIPTION
 BY1716
 BY1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1716'6.9 MI S FROM LEONA.
 BY1716'ABOUT 6.9 MILES SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE
 BY1716'AT LEONA, AT A ROAD INTERSECTION, 52.0 FEET SOUTH OF THE CENTER LINE
 BY1716'OF A DIRT ROAD LEADING WEST, 50.0 FEET WEST OF AND ABOUT LEVEL WITH
 BY1716'THE CENTER LINE OF THE HIGHWAY, 16.0 FEET SOUTH OF A FENCE CORNER, 1.5
 BY1716'FEET EAST OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST. A
 BY1716'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1716'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 BY1716
 BY1716                          STATION RECOVERY (1996)
 BY1716
 BY1716'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1716'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1102 ***********************************************************************
 BL1102  DESIGNATION -  M 974
 BL1102  PID         -  BL1102
 BL1102  STATE/COUNTY-  TX/SAN JACINTO
 BL1102  USGS QUAD   -  CAMILLA (1997)
 BL1102
 BL1102                         *CURRENT SURVEY CONTROL
 BL1102  ___________________________________________________________________
 BL1102* NAD 83(1986)-  30 30 58.     (N)    095 03 27.     (W)     SCALED    
 BL1102* NAVD 88     -        63.74   (+/-2cm)     209.1    (feet)  VERTCON   
 BL1102  ___________________________________________________________________
 BL1102  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL1102
 BL1102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1102
 BL1102.The horizontal coordinates were scaled from a topographic map and have
 BL1102.an estimated accuracy of +/- 6 seconds.
 BL1102
 BL1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1102.The vertical order pertains to the NGVD 29 superseded value.
 BL1102
 BL1102.The geoid height was determined by GEOID03.
 BL1102
 BL1102;                    North         East    Units  Estimated Accuracy
 BL1102;SPC TX C     - 3,106,170.    1,206,160.      MT  (+/- 180 meters Scaled)
 BL1102
 BL1102                          SUPERSEDED SURVEY CONTROL
 BL1102
 BL1102  NGVD 29 (??/??/92)   63.745  (m)          209.14   (f) ADJ UNCH    2 0
 BL1102
 BL1102.Superseded values are not recommended for survey control.
 BL1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1102.See file dsdata.txt to determine how the superseded data were derived.
 BL1102
 BL1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP025777(NAD 83)
 BL1102_MARKER: DB = BENCH MARK DISK
 BL1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1102_STAMPING: M 974 1947
 BL1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1102+STABILITY: SURFACE MOTION
 BL1102
 BL1102  HISTORY     - Date     Condition        Report By
 BL1102  HISTORY     - 1947     MONUMENTED       CGS
 BL1102
 BL1102                          STATION DESCRIPTION
 BL1102
 BL1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1102'4.0 MI NW FROM SHEPHERD.
 BL1102'4.0 MILES NORTHWEST ALONG STATE HIGHWAY NO. 150 FROM THE POST OFFICE
 BL1102'AT SHEPHERD, 69.4 FEET EAST-SOUTHEAST OF AN EIGHTEEN-INCH OAK TREE,
 BL1102'41.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13.0 FEET
 BL1102'SOUTHWEST OF A TWELVE-INCH PINE TREE, 2.0 FEET WEST OF A REFERENCE
 BL1102'POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BL1102'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1385 ***********************************************************************
 BL1385  DESIGNATION -  M 975
 BL1385  PID         -  BL1385
 BL1385  STATE/COUNTY-  TX/MONTGOMERY
 BL1385  USGS QUAD   -  CONROE NE (1976)
 BL1385
 BL1385                         *CURRENT SURVEY CONTROL
 BL1385  ___________________________________________________________________
 BL1385* NAD 83(1986)-  30 24 29.     (N)    095 19 39.     (W)     SCALED    
 BL1385* NAVD 88     -        94.72   (+/-2cm)     310.8    (feet)  VERTCON   
 BL1385  ___________________________________________________________________
 BL1385  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1385
 BL1385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1385
 BL1385.The horizontal coordinates were scaled from a topographic map and have
 BL1385.an estimated accuracy of +/- 6 seconds.
 BL1385
 BL1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1385.The vertical order pertains to the NGVD 29 superseded value.
 BL1385
 BL1385.The geoid height was determined by GEOID03.
 BL1385
 BL1385;                    North         East    Units  Estimated Accuracy
 BL1385;SPC TX C     - 3,093,010.    1,180,810.      MT  (+/- 180 meters Scaled)
 BL1385
 BL1385                          SUPERSEDED SURVEY CONTROL
 BL1385
 BL1385  NGVD 29 (??/??/92)   94.719  (m)          310.76   (f) ADJ UNCH    2 0
 BL1385
 BL1385.Superseded values are not recommended for survey control.
 BL1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1385.See file dsdata.txt to determine how the superseded data were derived.
 BL1385
 BL1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP764663(NAD 83)
 BL1385_MARKER: DB = BENCH MARK DISK
 BL1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1385_STAMPING: M 975 1947
 BL1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1385+STABILITY: SURFACE MOTION
 BL1385
 BL1385  HISTORY     - Date     Condition        Report By
 BL1385  HISTORY     - 1947     MONUMENTED       CGS
 BL1385
 BL1385                          STATION DESCRIPTION
 BL1385
 BL1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1385'11.1 MI E FROM WILLIS.
 BL1385'0.3 MILE SOUTH AND 9.3 MILES EAST ALONG THE WILLIS-EVERGREEN ROAD FROM
 BL1385'THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT WILLIS, THENCE
 BL1385'1.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION AT PEACH
 BL1385'CREEK, 0.1 MILE SOUTH OF THE TOP OF A HILL, 205.0 FEET SOUTH OF A
 BL1385'POWER LINE POLE, 36.0 FEET WEST OF THE CENTER OF THE ROAD, 20.0 FEET
 BL1385'EAST OF A POINT IN LINE WITH A ROW OF POWER LINE POLES, 2.5 FEET
 BL1385'SOUTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 BL1385'ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0879 ***********************************************************************
 BL0879  DESIGNATION -  M 976
 BL0879  PID         -  BL0879
 BL0879  STATE/COUNTY-  TX/TRINITY
 BL0879  USGS QUAD   -  CARLISLE (1972)
 BL0879
 BL0879                         *CURRENT SURVEY CONTROL
 BL0879  ___________________________________________________________________
 BL0879* NAD 83(1986)-  30 52 10.     (N)    095 12 13.     (W)     SCALED    
 BL0879* NAVD 88     -        56.19   (+/-2cm)     184.3    (feet)  VERTCON   
 BL0879  ___________________________________________________________________
 BL0879  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL0879
 BL0879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0879
 BL0879.The horizontal coordinates were scaled from a topographic map and have
 BL0879.an estimated accuracy of +/- 6 seconds.
 BL0879
 BL0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0879.The vertical order pertains to the NGVD 29 superseded value.
 BL0879
 BL0879.The geoid height was determined by GEOID03.
 BL0879
 BL0879;                    North         East    Units  Estimated Accuracy
 BL0879;SPC TX C     - 3,144,640.    1,190,350.      MT  (+/- 180 meters Scaled)
 BL0879
 BL0879                          SUPERSEDED SURVEY CONTROL
 BL0879
 BL0879  NGVD 29 (??/??/92)   56.206  (m)          184.40   (f) ADJ UNCH    2 0
 BL0879
 BL0879.Superseded values are not recommended for survey control.
 BL0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0879.See file dsdata.txt to determine how the superseded data were derived.
 BL0879
 BL0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ893172(NAD 83)
 BL0879_MARKER: DB = BENCH MARK DISK
 BL0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0879_STAMPING: M 976 1947
 BL0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0879+STABILITY: SURFACE MOTION
 BL0879
 BL0879  HISTORY     - Date     Condition        Report By
 BL0879  HISTORY     - 1947     MONUMENTED       CGS
 BL0879  HISTORY     - 1959     MARK NOT FOUND   USGS
 BL0879  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0879
 BL0879                          STATION DESCRIPTION
 BL0879
 BL0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0879'0.3 MI E FROM CARLISLE.
 BL0879'0.3 MILE EAST ALONG THE WACO, BEAUMONT, TRINITY AND SABINE RAILROAD
 BL0879'FROM THE POST OFFICE AT CARLISLE, ABOUT 82 YARDS EAST OF A CONCRETE
 BL0879'TILE CULVERT 42 YARDS NORTHEAST OF A HOUSE AND ACROSS THE ROAD FROM
 BL0879'IT, 41.0 FEET NORTH OF THE CENTER LINE OF A ROAD, 35.0 FEET SOUTH OF
 BL0879'THE CENTER LINE OF THE TRACK, ABOUT 1.0 FOOT BELOW TRACK LEVEL, 3.0
 BL0879'FEET NORTH OF A REFERENCE POST, IN LINE WITH A ROW OF POLES, SET IN
 BL0879'TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FOOT ABOVE THE GROUND.
 BL0879
 BL0879                          STATION RECOVERY (1959)
 BL0879
 BL0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BL0879'MARK NOT FOUND.
 BL0879
 BL0879                          STATION RECOVERY (1996)
 BL0879
 BL0879'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1782 ***********************************************************************
 BL1782  DESIGNATION -  M 977
 BL1782  PID         -  BL1782
 BL1782  STATE/COUNTY-  TX/WALKER
 BL1782  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1782
 BL1782                         *CURRENT SURVEY CONTROL
 BL1782  ___________________________________________________________________
 BL1782* NAD 83(1986)-  30 57 12.     (N)    095 31 49.     (W)     SCALED    
 BL1782* NAVD 88     -        54.01   (+/-2cm)     177.2    (feet)  VERTCON   
 BL1782  ___________________________________________________________________
 BL1782  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1782
 BL1782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1782
 BL1782.The horizontal coordinates were scaled from a topographic map and have
 BL1782.an estimated accuracy of +/- 6 seconds.
 BL1782
 BL1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1782.The vertical order pertains to the NGVD 29 superseded value.
 BL1782
 BL1782.The geoid height was determined by GEOID03.
 BL1782
 BL1782;                    North         East    Units  Estimated Accuracy
 BL1782;SPC TX C     - 3,152,540.    1,158,740.      MT  (+/- 180 meters Scaled)
 BL1782
 BL1782                          SUPERSEDED SURVEY CONTROL
 BL1782
 BL1782  NGVD 29 (??/??/92)   54.018  (m)          177.22   (f) ADJ UNCH    2 0
 BL1782
 BL1782.Superseded values are not recommended for survey control.
 BL1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1782.See file dsdata.txt to determine how the superseded data were derived.
 BL1782
 BL1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ582271(NAD 83)
 BL1782_MARKER: DB = BENCH MARK DISK
 BL1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1782_STAMPING: M 977 1947
 BL1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1782+STABILITY: SURFACE MOTION
 BL1782
 BL1782  HISTORY     - Date     Condition        Report By
 BL1782  HISTORY     - 1947     MONUMENTED       CGS
 BL1782  HISTORY     - 1960     GOOD             TXHD
 BL1782  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1782
 BL1782                          STATION DESCRIPTION
 BL1782
 BL1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1782'10.05 MI W FROM TRINITY.
 BL1782'10.05 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL1782'TRINITY, 0.65 MILE WEST OF A WOODEN BRIDGE OVER WHITES CREEK, AT THE
 BL1782'TOP OF A HILL, 27.0 FEET SOUTH OF THE CENTER OF THE ROAD, 10.0 FEET
 BL1782'SOUTH OF A FENCE CORNER POST, 2.8 FEET NORTH OF A REFERENCE POST, 1.0
 BL1782'FOOT WEST OF A NORTH-SOUTH FENCE LINE, SET IN A CONCRETE POST ABOUT
 BL1782'THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
 BL1782
 BL1782                          STATION RECOVERY (1960)
 BL1782
 BL1782'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1960
 BL1782'RECOVERED IN GOOD CONDITION.
 BL1782
 BL1782                          STATION RECOVERY (1996)
 BL1782
 BL1782'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2007 ***********************************************************************
 BY2007  DESIGNATION -  M 978
 BY2007  PID         -  BY2007
 BY2007  STATE/COUNTY-  TX/HOUSTON
 BY2007  USGS QUAD   -  WELDON (1972)
 BY2007
 BY2007                         *CURRENT SURVEY CONTROL
 BY2007  ___________________________________________________________________
 BY2007* NAD 83(1986)-  31 01 24.     (N)    095 33 19.     (W)     SCALED    
 BY2007* NAVD 88     -        73.68   (+/-2cm)     241.7    (feet)  VERTCON   
 BY2007  ___________________________________________________________________
 BY2007  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY2007
 BY2007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2007
 BY2007.The horizontal coordinates were scaled from a topographic map and have
 BY2007.an estimated accuracy of +/- 6 seconds.
 BY2007
 BY2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2007.The vertical order pertains to the NGVD 29 superseded value.
 BY2007
 BY2007.The geoid height was determined by GEOID03.
 BY2007
 BY2007;                    North         East    Units  Estimated Accuracy
 BY2007;SPC TX C     - 3,160,190.    1,156,020.      MT  (+/- 180 meters Scaled)
 BY2007
 BY2007                          SUPERSEDED SURVEY CONTROL
 BY2007
 BY2007  NGVD 29 (??/??/92)   73.688  (m)          241.76   (f) ADJ UNCH    2 0
 BY2007
 BY2007.Superseded values are not recommended for survey control.
 BY2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2007.See file dsdata.txt to determine how the superseded data were derived.
 BY2007
 BY2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ560349(NAD 83)
 BY2007_MARKER: DB = BENCH MARK DISK
 BY2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2007_STAMPING: M 978 1947
 BY2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2007+STABILITY: SURFACE MOTION
 BY2007
 BY2007  HISTORY     - Date     Condition        Report By
 BY2007  HISTORY     - 1947     MONUMENTED       CGS
 BY2007
 BY2007                          STATION DESCRIPTION
 BY2007
 BY2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2007'1.25 MI E FROM WELDON.
 BY2007'0.3 MILE SOUTH AND 0.95 MILE EAST ALONG DIRT ROADS FROM THE WELDON
 BY2007'HIGH SCHOOL AT WELDON, 0.25 MILE EAST OF THE NORTHEAST CORNER OF THE
 BY2007'WELDON CEMETERY, 0.15 MILE WEST OF A WOODEN BRIDGE OVER CEMETERY
 BY2007'BRANCH, 23.0 FEET NORTH OF THE CENTER OF THE ROAD, 2.5 FEET WEST OF A
 BY2007'REFERENCE POST, 1.0 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, SET IN
 BY2007'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 BY2007'0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1728 ***********************************************************************
 BL1728  DESIGNATION -  M 979
 BL1728  PID         -  BL1728
 BL1728  STATE/COUNTY-  TX/HOUSTON
 BL1728  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1728
 BL1728                         *CURRENT SURVEY CONTROL
 BL1728  ___________________________________________________________________
 BL1728* NAD 83(1986)-  30 58 53.     (N)    095 37 04.     (W)     SCALED    
 BL1728* NAVD 88     -        57.35   (+/-2cm)     188.2    (feet)  VERTCON   
 BL1728  ___________________________________________________________________
 BL1728  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BL1728
 BL1728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1728
 BL1728.The horizontal coordinates were scaled from a topographic map and have
 BL1728.an estimated accuracy of +/- 6 seconds.
 BL1728
 BL1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1728.The vertical order pertains to the NGVD 29 superseded value.
 BL1728
 BL1728.The geoid height was determined by GEOID03.
 BL1728
 BL1728;                    North         East    Units  Estimated Accuracy
 BL1728;SPC TX C     - 3,155,290.    1,150,260.      MT  (+/- 180 meters Scaled)
 BL1728
 BL1728                          SUPERSEDED SURVEY CONTROL
 BL1728
 BL1728  NGVD 29 (??/??/92)   57.361  (m)          188.19   (f) ADJ UNCH    2 0
 BL1728
 BL1728.Superseded values are not recommended for survey control.
 BL1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1728.See file dsdata.txt to determine how the superseded data were derived.
 BL1728
 BL1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ500304(NAD 83)
 BL1728_MARKER: DB = BENCH MARK DISK
 BL1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1728_STAMPING: M 979 1947
 BL1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1728+STABILITY: SURFACE MOTION
 BL1728
 BL1728  HISTORY     - Date     Condition        Report By
 BL1728  HISTORY     - 1947     MONUMENTED       CGS
 BL1728
 BL1728                          STATION DESCRIPTION
 BL1728
 BL1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1728'4.8 MI SW FROM WELDON.
 BL1728'1.55 MILE SOUTH AND 3.25 MILES SOUTHWEST ALONG DIRT ROADS FROM THE
 BL1728'WELDON HIGH SCHOOL AT WELDON, 0.4 MILE SOUTH AND 0.5 MILE WEST ALONG A
 BL1728'DIRT ROAD FROM THE MAIN BUILDING AT THE EASTHAM STATE PRISON FARM
 BL1728'HEADQUARTERS, 0.15 MILE WEST OF A WOODEN BRIDGE OVER A DRAINAGE DITCH,
 BL1728'AT A NORTH-SOUTH FENCE LINE, 43.5 FEET SOUTH OF THE CENTER OF A WOODEN
 BL1728'CATTLE GUARD ACROSS THE ROAD, 36.0 FEET SOUTH OF THE CENTER OF THE
 BL1728'ROAD, 3.5 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF THE
 BL1728'NORTH-SOUTH FENCE LINE, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE
 BL1728'ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1830 ***********************************************************************
 CS1830  DESIGNATION -  M 98
 CS1830  PID         -  CS1830
 CS1830  STATE/COUNTY-  TX/TARRANT
 CS1830  USGS QUAD   -  ARLINGTON (1981)
 CS1830
 CS1830                         *CURRENT SURVEY CONTROL
 CS1830  ___________________________________________________________________
 CS1830* NAD 83(1986)-  32 44 21.     (N)    097 04 59.     (W)     SCALED    
 CS1830* NAVD 88     -       179.389  (meters)     588.55   (feet)  ADJUSTED  
 CS1830  ___________________________________________________________________
 CS1830  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CS1830  DYNAMIC HT  -         179.181 (meters)     587.86  (feet)  COMP
 CS1830  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CS1830
 CS1830  VERT ORDER  -  FIRST     CLASS II
 CS1830
 CS1830.The horizontal coordinates were scaled from a topographic map and have
 CS1830.an estimated accuracy of +/- 6 seconds.
 CS1830
 CS1830.The orthometric height was determined by differential leveling
 CS1830.and adjusted by the National Geodetic Survey in June 1991..
 CS1830
 CS1830.The geoid height was determined by GEOID03.
 CS1830
 CS1830.The dynamic height is computed by dividing the NAVD 88
 CS1830.geopotential number by the normal gravity value computed on the
 CS1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1830.degrees latitude (g = 980.6199 gals.).
 CS1830
 CS1830.The modeled gravity was interpolated from observed gravity values.
 CS1830
 CS1830;                    North         East    Units  Estimated Accuracy
 CS1830;SPC TXNC     - 2,119,830.      732,790.      MT  (+/- 180 meters Scaled)
 CS1830
 CS1830                          SUPERSEDED SURVEY CONTROL
 CS1830
 CS1830  NGVD 29 (??/??/92)  179.383  (m)          588.53   (f) ADJ UNCH    1 2
 CS1830
 CS1830.Superseded values are not recommended for survey control.
 CS1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1830.See file dsdata.txt to determine how the superseded data were derived.
 CS1830
 CS1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB796239(NAD 83)
 CS1830_MARKER: DB = BENCH MARK DISK
 CS1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1830_STAMPING: M 98 1951
 CS1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1830+STABILITY: SURFACE MOTION
 CS1830
 CS1830  HISTORY     - Date     Condition        Report By
 CS1830  HISTORY     - 1951     MONUMENTED       CGS
 CS1830  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 CS1830
 CS1830                          STATION DESCRIPTION
 CS1830
 CS1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS1830'1.4 MI E FROM ARLINGTON.
 CS1830'1.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1830'AT ARLINGTON, AT A GRAVELED ROAD CROSSING, 76 FEET WEST OF A POWER
 CS1830'POLE, 57 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 47 FEET
 CS1830'NORTH OF A SWITCH BOX, 39 FEET NORTHEAST OF A TELEPHONE POLE, 40 FEET
 CS1830'SOUTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, 52 FEET WEST OF THE
 CS1830'CENTER LINE OF A GRAVELED ROAD, SET IN THE TOP OF A CONCRETE POST
 CS1830'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CS1830
 CS1830                          STATION RECOVERY (1980)
 CS1830
 CS1830'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CS1830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1377 ***********************************************************************
 BL1377  DESIGNATION -  M 980
 BL1377  PID         -  BL1377
 BL1377  STATE/COUNTY-  TX/LIBERTY
 BL1377  USGS QUAD   -  WESTCOTT (1976)
 BL1377
 BL1377                         *CURRENT SURVEY CONTROL
 BL1377  ___________________________________________________________________
 BL1377* NAD 83(1986)-  30 23 17.     (N)    095 04 27.     (W)     SCALED    
 BL1377* NAVD 88     -        50.53   (+/-2cm)     165.8    (feet)  VERTCON   
 BL1377  ___________________________________________________________________
 BL1377  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1377
 BL1377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1377
 BL1377.The horizontal coordinates were scaled from a topographic map and have
 BL1377.an estimated accuracy of +/- 6 seconds.
 BL1377
 BL1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1377.The vertical order pertains to the NGVD 29 superseded value.
 BL1377
 BL1377.The geoid height was determined by GEOID03.
 BL1377
 BL1377;                    North         East    Units  Estimated Accuracy
 BL1377;SPC TX C     - 3,091,920.    1,205,230.      MT  (+/- 180 meters Scaled)
 BL1377
 BL1377                          SUPERSEDED SURVEY CONTROL
 BL1377
 BL1377  NGVD 29 (??/??/92)   50.535  (m)          165.80   (f) ADJ UNCH    2 0
 BL1377
 BL1377.Superseded values are not recommended for survey control.
 BL1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1377.See file dsdata.txt to determine how the superseded data were derived.
 BL1377
 BL1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP007636(NAD 83)
 BL1377_MARKER: DB = BENCH MARK DISK
 BL1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1377_STAMPING: M 980 1947
 BL1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1377+STABILITY: SURFACE MOTION
 BL1377
 BL1377  HISTORY     - Date     Condition        Report By
 BL1377  HISTORY     - 1947     MONUMENTED       CGS
 BL1377  HISTORY     - 1958     MARK NOT FOUND   USGS
 BL1377
 BL1377                          STATION DESCRIPTION
 BL1377
 BL1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1377'3.7 MI NW FROM CLEVELAND.
 BL1377'3.0 MILES NORTH ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BL1377'RAILROAD STATION AT CLEVELAND, THENCE 0.7 MILE NORTHWEST ALONG A DIRT
 BL1377'ROAD, 56.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE ROAD,
 BL1377'45.6 FEET WEST OF A TWIN PINE TREE, 38.0 FEET SOUTHEAST OF A 14-INCH
 BL1377'PINE TREE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 BL1377'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 BL1377
 BL1377                          STATION RECOVERY (1958)
 BL1377
 BL1377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1119 ***********************************************************************
 BL1119  DESIGNATION -  M 981
 BL1119  PID         -  BL1119
 BL1119  STATE/COUNTY-  TX/SAN JACINTO
 BL1119  USGS QUAD   -  COLDSPRING (1997)
 BL1119
 BL1119                         *CURRENT SURVEY CONTROL
 BL1119  ___________________________________________________________________
 BL1119* NAD 83(1986)-  30 36 09.     (N)    095 08 42.     (W)     SCALED    
 BL1119* NAVD 88     -       112.06   (+/-2cm)     367.7    (feet)  VERTCON   
 BL1119  ___________________________________________________________________
 BL1119  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1119
 BL1119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1119
 BL1119.The horizontal coordinates were scaled from a topographic map and have
 BL1119.an estimated accuracy of +/- 6 seconds.
 BL1119
 BL1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1119.The vertical order pertains to the NGVD 29 superseded value.
 BL1119
 BL1119.The geoid height was determined by GEOID03.
 BL1119
 BL1119;                    North         East    Units  Estimated Accuracy
 BL1119;SPC TX C     - 3,115,340.    1,197,320.      MT  (+/- 180 meters Scaled)
 BL1119
 BL1119                          SUPERSEDED SURVEY CONTROL
 BL1119
 BL1119  NGVD 29 (??/??/92)  112.067  (m)          367.67   (f) ADJ UNCH    2 0
 BL1119
 BL1119.Superseded values are not recommended for survey control.
 BL1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1119.See file dsdata.txt to determine how the superseded data were derived.
 BL1119
 BL1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP943875(NAD 83)
 BL1119_MARKER: DB = BENCH MARK DISK
 BL1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1119_STAMPING: M 981 1947
 BL1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1119+STABILITY: SURFACE MOTION
 BL1119
 BL1119  HISTORY     - Date     Condition        Report By
 BL1119  HISTORY     - 1947     MONUMENTED       CGS
 BL1119
 BL1119                          STATION DESCRIPTION
 BL1119
 BL1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1119'1.3 MI NW FROM COLDSPRING.
 BL1119'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1119'COLDSPRING, THENCE 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 156, 57.5
 BL1119'FEET SOUTH OF A 14 INCH GUM TREE, 53.0 FEET WEST OF THE CENTER LINE OF
 BL1119'A GRAVELED ROAD LEADING NORTH, 38.8 FEET NORTH OF AND LEVEL WITH THE
 BL1119'CENTER LINE OF THE HIGHWAY, 1.8 FEET EAST OF A WITNESS POST, SET IN
 BL1119'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1345 ***********************************************************************
 BL1345  DESIGNATION -  M 982
 BL1345  PID         -  BL1345
 BL1345  STATE/COUNTY-  TX/MONTGOMERY
 BL1345  USGS QUAD   -  WILLIS (1997)
 BL1345
 BL1345                         *CURRENT SURVEY CONTROL
 BL1345  ___________________________________________________________________
 BL1345* NAD 83(1986)-  30 25 51.     (N)    095 25 58.     (W)     SCALED    
 BL1345* NAVD 88     -       103.28   (+/-2cm)     338.8    (feet)  VERTCON   
 BL1345  ___________________________________________________________________
 BL1345  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1345
 BL1345  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1345
 BL1345.The horizontal coordinates were scaled from a topographic map and have
 BL1345.an estimated accuracy of +/- 6 seconds.
 BL1345
 BL1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1345.The vertical order pertains to the NGVD 29 superseded value.
 BL1345
 BL1345.The geoid height was determined by GEOID03.
 BL1345
 BL1345;                    North         East    Units  Estimated Accuracy
 BL1345;SPC TX C     - 3,095,080.    1,170,600.      MT  (+/- 180 meters Scaled)
 BL1345
 BL1345                          SUPERSEDED SURVEY CONTROL
 BL1345
 BL1345  NGVD 29 (??/??/92)  103.286  (m)          338.86   (f) ADJ UNCH    2 0
 BL1345
 BL1345.Superseded values are not recommended for survey control.
 BL1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1345.See file dsdata.txt to determine how the superseded data were derived.
 BL1345
 BL1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP663690(NAD 83)
 BL1345_MARKER: DB = BENCH MARK DISK
 BL1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1345_STAMPING: M 982 1947
 BL1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1345+STABILITY: SURFACE MOTION
 BL1345
 BL1345  HISTORY     - Date     Condition        Report By
 BL1345  HISTORY     - 1947     MONUMENTED       CGS
 BL1345
 BL1345                          STATION DESCRIPTION
 BL1345
 BL1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1345'3.0 MI E FROM WILLIS.
 BL1345'0.3 MILE SOUTH AND 2.7 MILES EAST ALONG THE WILLIS-EVERGREEN ROAD FROM
 BL1345'THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT WILLIS, 0.2 MILE
 BL1345'EAST OF A SMALL WOODEN BRIDGE IN THE ROAD AND 0.2 MILE WEST OF A
 BL1345'3-FOOT CONCRETE PIPE CULVERT UNDER THE ROAD, AT THE TOP OF A HILL,
 BL1345'44.0 FEET NORTH OF THE CENTER OF THE ROAD, 2.5 FEET EAST OF A
 BL1345'REFERENCE POST, SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE ROAD AND
 BL1345'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1662 ***********************************************************************
 BL1662  DESIGNATION -  M 983
 BL1662  PID         -  BL1662
 BL1662  STATE/COUNTY-  TX/MADISON
 BL1662  USGS QUAD   -  CONNOR (1962)
 BL1662
 BL1662                         *CURRENT SURVEY CONTROL
 BL1662  ___________________________________________________________________
 BL1662* NAD 83(1986)-  30 54 48.     (N)    095 48 16.     (W)     SCALED    
 BL1662* NAVD 88     -        67.87   (+/-2cm)     222.7    (feet)  VERTCON   
 BL1662  ___________________________________________________________________
 BL1662  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BL1662
 BL1662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1662
 BL1662.The horizontal coordinates were scaled from a topographic map and have
 BL1662.an estimated accuracy of +/- 6 seconds.
 BL1662
 BL1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1662.The vertical order pertains to the NGVD 29 superseded value.
 BL1662
 BL1662.The geoid height was determined by GEOID03.
 BL1662
 BL1662;                    North         East    Units  Estimated Accuracy
 BL1662;SPC TX C     - 3,147,010.    1,132,750.      MT  (+/- 180 meters Scaled)
 BL1662
 BL1662                          SUPERSEDED SURVEY CONTROL
 BL1662
 BL1662  NGVD 29 (??/??/92)   67.867  (m)          222.66   (f) ADJ UNCH    2 0
 BL1662
 BL1662.Superseded values are not recommended for survey control.
 BL1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1662.See file dsdata.txt to determine how the superseded data were derived.
 BL1662
 BL1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ319233(NAD 83)
 BL1662_MARKER: DB = BENCH MARK DISK
 BL1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1662_SP_SET: CULVERT
 BL1662_STAMPING: M 983 1947
 BL1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1662
 BL1662  HISTORY     - Date     Condition        Report By
 BL1662  HISTORY     - 1947     MONUMENTED       CGS
 BL1662
 BL1662                          STATION DESCRIPTION
 BL1662
 BL1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1662'7.35 MI SE FROM MADISONVILLE.
 BL1662'7.35 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1662'HIGH SCHOOL AT MADISONVILLE, 15.3 FEET NORTHEAST OF THE CENTER OF THE
 BL1662'HIGHWAY, SET IN TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF
 BL1662'A 12-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 1 FOOT ABOVE THE
 BL1662'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1790 ***********************************************************************
 BL1790  DESIGNATION -  M 984
 BL1790  PID         -  BL1790
 BL1790  STATE/COUNTY-  TX/WALKER
 BL1790  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1790
 BL1790                         *CURRENT SURVEY CONTROL
 BL1790  ___________________________________________________________________
 BL1790* NAD 83(1986)-  30 52 51.     (N)    095 32 40.     (W)     SCALED    
 BL1790* NAVD 88     -        59.59   (+/-2cm)     195.5    (feet)  VERTCON   
 BL1790  ___________________________________________________________________
 BL1790  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1790
 BL1790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1790
 BL1790.The horizontal coordinates were scaled from a topographic map and have
 BL1790.an estimated accuracy of +/- 6 seconds.
 BL1790
 BL1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1790.The vertical order pertains to the NGVD 29 superseded value.
 BL1790
 BL1790.The geoid height was determined by GEOID03.
 BL1790
 BL1790;                    North         East    Units  Estimated Accuracy
 BL1790;SPC TX C     - 3,144,450.    1,157,730.      MT  (+/- 180 meters Scaled)
 BL1790
 BL1790                          SUPERSEDED SURVEY CONTROL
 BL1790
 BL1790  NGVD 29 (??/??/92)   59.600  (m)          195.54   (f) ADJ UNCH    2 0
 BL1790
 BL1790.Superseded values are not recommended for survey control.
 BL1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1790.See file dsdata.txt to determine how the superseded data were derived.
 BL1790
 BL1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ567191(NAD 83)
 BL1790_MARKER: DB = BENCH MARK DISK
 BL1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1790_STAMPING: M 984 1947
 BL1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1790+STABILITY: SURFACE MOTION
 BL1790
 BL1790  HISTORY     - Date     Condition        Report By
 BL1790  HISTORY     - 1947     MONUMENTED       CGS
 BL1790  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1790
 BL1790                          STATION DESCRIPTION
 BL1790
 BL1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1790'15.95 MI N FROM HUNTSVILLE.
 BL1790'10.1 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1790'AT HUNTSVILLE, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE 5.55
 BL1790'MILES NORTHEAST ALONG AN OLD DIRT ROAD, AT THE TOP OF A HILL, 0.2 MILE
 BL1790'NORTHEAST OF A CREEK FORD, 44 FEET WEST OF A TRIANGULAR BLAZE ON A 30
 BL1790'INCH OAK TREE, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 BL1790'SOUTH OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1790'PROJECTS 1 INCH ABOVE THE GROUND.
 BL1790
 BL1790                          STATION RECOVERY (1996)
 BL1790
 BL1790'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0436 ***********************************************************************
 BZ0436  DESIGNATION -  M 985
 BZ0436  PID         -  BZ0436
 BZ0436  STATE/COUNTY-  TX/MADISON
 BZ0436  USGS QUAD   -  NORMANGEE (1982)
 BZ0436
 BZ0436                         *CURRENT SURVEY CONTROL
 BZ0436  ___________________________________________________________________
 BZ0436* NAD 83(1986)-  31 00 13.     (N)    096 06 36.     (W)     SCALED    
 BZ0436* NAVD 88     -       114.82   (+/-2cm)     376.7    (feet)  VERTCON   
 BZ0436  ___________________________________________________________________
 BZ0436  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BZ0436
 BZ0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0436
 BZ0436.The horizontal coordinates were scaled from a topographic map and have
 BZ0436.an estimated accuracy of +/- 6 seconds.
 BZ0436
 BZ0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0436.The vertical order pertains to the NGVD 29 superseded value.
 BZ0436
 BZ0436.The geoid height was determined by GEOID03.
 BZ0436
 BZ0436;                    North         East    Units  Estimated Accuracy
 BZ0436;SPC TX C     - 3,155,860.    1,103,190.      MT  (+/- 180 meters Scaled)
 BZ0436
 BZ0436                          SUPERSEDED SURVEY CONTROL
 BZ0436
 BZ0436  NGVD 29 (??/??/92)  114.797  (m)          376.63   (f) ADJ UNCH    2 0
 BZ0436
 BZ0436.Superseded values are not recommended for survey control.
 BZ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0436.See file dsdata.txt to determine how the superseded data were derived.
 BZ0436
 BZ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV759335(NAD 83)
 BZ0436_MARKER: DB = BENCH MARK DISK
 BZ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0436_STAMPING: M 985 1947
 BZ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0436+STABILITY: SURFACE MOTION
 BZ0436
 BZ0436  HISTORY     - Date     Condition        Report By
 BZ0436  HISTORY     - 1947     MONUMENTED       CGS
 BZ0436
 BZ0436                          STATION DESCRIPTION
 BZ0436
 BZ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0436'1.8 MI S FROM NORMANGEE.
 BZ0436'ABOUT 1.8 MILES SOUTH ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM
 BZ0436'THE STATION AT NORMANGEE.  THE MARK IS AT A ROAD CROSSING, ABOUT 90
 BZ0436'YARDS NORTHWEST OF A FARMHOUSE, 127 FEET SOUTH OF THE CENTER LINE OF
 BZ0436'AN EAST-WEST ROAD, 57 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 BZ0436'ROAD, 44 FEET SOUTH OF A POLE, 43 FEET WEST OF AND 2 FEET LOWER THAN
 BZ0436'THE CENTER LINE OF THE TRACK, 6 FEET EAST OF A FENCE, AND 3 FEET EAST
 BZ0436'OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 BZ0436'AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0986 ***********************************************************************
 BL0986  DESIGNATION -  M 986
 BL0986  PID         -  BL0986
 BL0986  STATE/COUNTY-  TX/SAN JACINTO
 BL0986  USGS QUAD   -  CARLISLE (1972)
 BL0986
 BL0986                         *CURRENT SURVEY CONTROL
 BL0986  ___________________________________________________________________
 BL0986* NAD 83(1986)-  30 45 01.     (N)    095 10 15.     (W)     SCALED    
 BL0986* NAVD 88     -        35.60   (+/-2cm)     116.8    (feet)  VERTCON   
 BL0986  ___________________________________________________________________
 BL0986  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL0986
 BL0986  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0986
 BL0986.The horizontal coordinates were scaled from a topographic map and have
 BL0986.an estimated accuracy of +/- 6 seconds.
 BL0986
 BL0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0986.The vertical order pertains to the NGVD 29 superseded value.
 BL0986
 BL0986.The geoid height was determined by GEOID03.
 BL0986
 BL0986;                    North         East    Units  Estimated Accuracy
 BL0986;SPC TX C     - 3,131,590.    1,194,090.      MT  (+/- 180 meters Scaled)
 BL0986
 BL0986                          SUPERSEDED SURVEY CONTROL
 BL0986
 BL0986  NGVD 29 (??/??/92)   35.618  (m)          116.86   (f) ADJ UNCH    2 0
 BL0986
 BL0986.Superseded values are not recommended for survey control.
 BL0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0986.See file dsdata.txt to determine how the superseded data were derived.
 BL0986
 BL0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ921039(NAD 83)
 BL0986_MARKER: DB = BENCH MARK DISK
 BL0986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0986_SP_SET: BRIDGE ABUTMENT
 BL0986_STAMPING: M 986 1947
 BL0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0986
 BL0986  HISTORY     - Date     Condition        Report By
 BL0986  HISTORY     - 1947     MONUMENTED       CGS
 BL0986
 BL0986                          STATION DESCRIPTION
 BL0986
 BL0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0986'2.5 MI E FROM POINT BLANK.
 BL0986'2.5 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT POINT
 BL0986'BLANK, 15.5 FEET SOUTH OF AND 0.5 FOOT HIGHER THAN THE CENTER LINE OF
 BL0986'THE HIGHWAY, 0.7 FOOT SOUTH OF THE EAST CONCRETE POST OF THE SOUTH
 BL0986'GUARD RAIL, SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF
 BL0986'CONCRETE BRIDGE S 59 T 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1690 ***********************************************************************
 BL1690  DESIGNATION -  M 987
 BL1690  PID         -  BL1690
 BL1690  STATE/COUNTY-  TX/MADISON
 BL1690  USGS QUAD   -  CONNOR (1962)
 BL1690
 BL1690                         *CURRENT SURVEY CONTROL
 BL1690  ___________________________________________________________________
 BL1690* NAD 83(1986)-  30 59 57.     (N)    095 47 41.     (W)     SCALED    
 BL1690* NAVD 88     -        68.33   (+/-2cm)     224.2    (feet)  VERTCON   
 BL1690  ___________________________________________________________________
 BL1690  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BL1690
 BL1690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1690
 BL1690.The horizontal coordinates were scaled from a topographic map and have
 BL1690.an estimated accuracy of +/- 6 seconds.
 BL1690
 BL1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1690.The vertical order pertains to the NGVD 29 superseded value.
 BL1690
 BL1690.The geoid height was determined by GEOID03.
 BL1690
 BL1690;                    North         East    Units  Estimated Accuracy
 BL1690;SPC TX C     - 3,156,550.    1,133,290.      MT  (+/- 180 meters Scaled)
 BL1690
 BL1690                          SUPERSEDED SURVEY CONTROL
 BL1690
 BL1690  NGVD 29 (??/??/92)   68.331  (m)          224.18   (f) ADJ UNCH    2 0
 BL1690
 BL1690.Superseded values are not recommended for survey control.
 BL1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1690.See file dsdata.txt to determine how the superseded data were derived.
 BL1690
 BL1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ331328(NAD 83)
 BL1690_MARKER: DB = BENCH MARK DISK
 BL1690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1690_SP_SET: BRIDGE
 BL1690_STAMPING: M 987 1947
 BL1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1690
 BL1690  HISTORY     - Date     Condition        Report By
 BL1690  HISTORY     - 1947     MONUMENTED       CGS
 BL1690
 BL1690                          STATION DESCRIPTION
 BL1690
 BL1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1690'3.25 MI SW FROM MIDWAY.
 BL1690'3.25 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BL1690'MIDWAY TO THE CENTER ONE OF THREE LARGE CONCRETE BRIDGES, 13 FEET
 BL1690'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 BL1690'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1938 ***********************************************************************
 BY1938  DESIGNATION -  M 988
 BY1938  PID         -  BY1938
 BY1938  STATE/COUNTY-  TX/HOUSTON
 BY1938  USGS QUAD   -  PEARSONS CHAPEL (1964)
 BY1938
 BY1938                         *CURRENT SURVEY CONTROL
 BY1938  ___________________________________________________________________
 BY1938* NAD 83(1986)-  31 13 31.     (N)    095 36 03.     (W)     SCALED    
 BY1938* NAVD 88     -        85.05   (+/-2cm)     279.0    (feet)  VERTCON   
 BY1938  ___________________________________________________________________
 BY1938  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1938
 BY1938  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1938
 BY1938.The horizontal coordinates were scaled from a topographic map and have
 BY1938.an estimated accuracy of +/- 6 seconds.
 BY1938
 BY1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1938.The vertical order pertains to the NGVD 29 superseded value.
 BY1938
 BY1938.The geoid height was determined by GEOID03.
 BY1938
 BY1938;                    North         East    Units  Estimated Accuracy
 BY1938;SPC TX C     - 3,182,370.    1,150,720.      MT  (+/- 180 meters Scaled)
 BY1938
 BY1938                          SUPERSEDED SURVEY CONTROL
 BY1938
 BY1938  NGVD 29 (??/??/92)   85.057  (m)          279.06   (f) ADJ UNCH    2 0
 BY1938
 BY1938.Superseded values are not recommended for survey control.
 BY1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1938.See file dsdata.txt to determine how the superseded data were derived.
 BY1938
 BY1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ522574(NAD 83)
 BY1938_MARKER: DB = BENCH MARK DISK
 BY1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1938_STAMPING: M 988 1947
 BY1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1938+STABILITY: SURFACE MOTION
 BY1938
 BY1938  HISTORY     - Date     Condition        Report By
 BY1938  HISTORY     - 1947     MONUMENTED       CGS
 BY1938  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY1938
 BY1938                          STATION DESCRIPTION
 BY1938
 BY1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1938'3.6 MI NE FROM AUSTONIO.
 BY1938'3.6 MILES NORTHEAST ALONG STATE HIGHWAY NO. 21 FROM THE AUSTONIO HIGH
 BY1938'SCHOOL AT AUSTONIO, AT THE TOP OF A HILL, 465.0 FEET SOUTHWEST OF A
 BY1938'CONCRETE CULVERT UNDER THE HIGHWAY, 49.3 FEET SOUTHEAST OF THE CENTER
 BY1938'OF THE HIGHWAY, 2.5 FEET NORTHEAST OF A REFERENCE POST, 1.2 FOOT
 BY1938'NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 BY1938'ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.3 FOOT.
 BY1938
 BY1938                          STATION RECOVERY (1963)
 BY1938
 BY1938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY1938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1394 ***********************************************************************
 BL1394  DESIGNATION -  M 989
 BL1394  PID         -  BL1394
 BL1394  STATE/COUNTY-  TX/SAN JACINTO
 BL1394  USGS QUAD   -  MAYNARD (1997)
 BL1394
 BL1394                         *CURRENT SURVEY CONTROL
 BL1394  ___________________________________________________________________
 BL1394* NAD 83(1986)-  30 30 01.     (N)    095 20 49.     (W)     SCALED    
 BL1394* NAVD 88     -       120.28   (+/-2cm)     394.6    (feet)  VERTCON   
 BL1394  ___________________________________________________________________
 BL1394  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL1394
 BL1394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1394
 BL1394.The horizontal coordinates were scaled from a topographic map and have
 BL1394.an estimated accuracy of +/- 6 seconds.
 BL1394
 BL1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1394.The vertical order pertains to the NGVD 29 superseded value.
 BL1394
 BL1394.The geoid height was determined by GEOID03.
 BL1394
 BL1394;                    North         East    Units  Estimated Accuracy
 BL1394;SPC TX C     - 3,103,140.    1,178,490.      MT  (+/- 180 meters Scaled)
 BL1394
 BL1394                          SUPERSEDED SURVEY CONTROL
 BL1394
 BL1394  NGVD 29 (??/??/92)  120.279  (m)          394.62   (f) ADJ UNCH    2 0
 BL1394
 BL1394.Superseded values are not recommended for survey control.
 BL1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1394.See file dsdata.txt to determine how the superseded data were derived.
 BL1394
 BL1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP747765(NAD 83)
 BL1394_MARKER: DB = BENCH MARK DISK
 BL1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1394_STAMPING: M 989 1947
 BL1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1394+STABILITY: SURFACE MOTION
 BL1394
 BL1394  HISTORY     - Date     Condition        Report By
 BL1394  HISTORY     - 1947     MONUMENTED       CGS
 BL1394
 BL1394                          STATION DESCRIPTION
 BL1394
 BL1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1394'8.9 MI SW FROM EVERGREEN.
 BL1394'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1394'EVERGREEN, THENCE 0.9 MILE SOUTH ALONG A DIM TRAIL, THENCE 0.1 MILE
 BL1394'WEST ALONG A DIM TRAIL, THENCE 0.3 MILE SOUTH ALONG A DIM TRAIL TO A
 BL1394'FORK IN THE TRAIL, THENCE 0.7 MILE SOUTH ALONG A DIM TRAIL, 110.0 FEET
 BL1394'SOUTH OF THE CENTER LINE OF A DIM ROAD LEADING EAST, 39.0 FEET
 BL1394'NORTHWEST OF A 16 INCH TRIANGULAR BLAZED PINE TREE, 23.0 FEET WEST OF
 BL1394'AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE TRAIL, 9.0 FEET
 BL1394'SOUTHWEST OF A 12 INCH PINE TREE, 8.0 FEET NORTH OF A 10 INCH
 BL1394'TRIANGULAR BLAZED PINE TREE, 4.0 FEET EAST OF A WITNESS POST, SET IN
 BL1394'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0127 ***********************************************************************
 BL0127  DESIGNATION -  M 99
 BL0127  PID         -  BL0127
 BL0127  STATE/COUNTY-  TX/JASPER
 BL0127  USGS QUAD   -  PACE HILL (1984)
 BL0127
 BL0127                         *CURRENT SURVEY CONTROL
 BL0127  ___________________________________________________________________
 BL0127* NAD 83(1986)-  30 58 55.     (N)    094 14 04.     (W)     SCALED    
 BL0127* NAVD 88     -        30.43   (+/-2cm)      99.8    (feet)  VERTCON   
 BL0127  ___________________________________________________________________
 BL0127  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BL0127
 BL0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0127
 BL0127.The horizontal coordinates were scaled from a topographic map and have
 BL0127.an estimated accuracy of +/- 6 seconds.
 BL0127
 BL0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0127.The vertical order pertains to the NGVD 29 superseded value.
 BL0127
 BL0127.The geoid height was determined by GEOID03.
 BL0127
 BL0127;                    North         East    Units  Estimated Accuracy
 BL0127;SPC TX C     - 3,161,770.    1,282,220.      MT  (+/- 180 meters Scaled)
 BL0127
 BL0127                          SUPERSEDED SURVEY CONTROL
 BL0127
 BL0127  NGVD 29 (??/??/92)   30.438  (m)           99.86   (f) ADJ UNCH    2 0
 BL0127
 BL0127.Superseded values are not recommended for survey control.
 BL0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0127.See file dsdata.txt to determine how the superseded data were derived.
 BL0127
 BL0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ821282(NAD 83)
 BL0127_MARKER: DB = BENCH MARK DISK
 BL0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0127_STAMPING: M 99 1952
 BL0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0127+STABILITY: SURFACE MOTION
 BL0127
 BL0127  HISTORY     - Date     Condition        Report By
 BL0127  HISTORY     - 1952     MONUMENTED       CGS
 BL0127  HISTORY     - 1978     GOOD             USGS
 BL0127
 BL0127                          STATION DESCRIPTION
 BL0127
 BL0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0127'18.1 MI NW FROM JASPER.
 BL0127'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0127'THENCE 7.75 MILES NORTHWEST ALONG STATE HIGHWAY 63, THENCE 2.85 MILES
 BL0127'SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A WOODS
 BL0127'ROAD, AT A JUNCTION WITH A WOODS ROAD LEADING NORTHWEST, 150 FEET
 BL0127'NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE, 64 FEET NORTH OF
 BL0127'THE CENTER LINE OF THE EAST AND WEST ROAD, 27 FEET SOUTH OF A 12 INCH
 BL0127'PINE TREE, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE WOODS ROAD
 BL0127'LEADING NORTHWEST, 1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 BL0127'A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BL0127
 BL0127                          STATION RECOVERY (1978)
 BL0127
 BL0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0127'JASPER, JUNCTION OF U. S. HIGHWAY 96 WITH U. S. HWY 190 AND STATE
 BL0127'HIGHWAY 63, THENCE 14.6 MILES WEST ALONG STATE HIGHWAY 63 TO F. M.
 BL0127'ROAD 255, THENCE 5.8 MILES SOUTHWEST ALONG F. M. ROAD 255 TO A DIM
 BL0127'ROAD SOUTH, THENCE 0.05 MILES SOUTH ALONG TRACK ROAD TO T-RD.-N. 0.5
 BL0127'MILES EAST OF THE NECHES RIVER. 110 FT. EAST OF THE ROAD JUNCTION, 61
 BL0127'FT. NORTH OF THE CENTER OF THE ROAD. IN A CONCRETE POST PROJECTING
 BL0127'0.4 FT. ABOVE GROUND. STANDARD TABLET STAMPED M 99 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0941 ***********************************************************************
 CR0941  DESIGNATION -  M 990
 CR0941  PID         -  CR0941
 CR0941  STATE/COUNTY-  TX/VAN ZANDT
 CR0941  USGS QUAD   -  VAN (1981)
 CR0941
 CR0941                         *CURRENT SURVEY CONTROL
 CR0941  ___________________________________________________________________
 CR0941* NAD 83(1986)-  32 36 12.     (N)    095 41 26.     (W)     SCALED    
 CR0941* NAVD 88     -       148.722  (meters)     487.93   (feet)  ADJUSTED  
 CR0941  ___________________________________________________________________
 CR0941  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0941  DYNAMIC HT  -         148.552 (meters)     487.37  (feet)  COMP
 CR0941  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 CR0941
 CR0941  VERT ORDER  -  SECOND    CLASS 0
 CR0941
 CR0941.The horizontal coordinates were scaled from a topographic map and have
 CR0941.an estimated accuracy of +/- 6 seconds.
 CR0941
 CR0941.The orthometric height was determined by differential leveling
 CR0941.and adjusted by the National Geodetic Survey in June 1991..
 CR0941
 CR0941.The geoid height was determined by GEOID03.
 CR0941
 CR0941.The dynamic height is computed by dividing the NAVD 88
 CR0941.geopotential number by the normal gravity value computed on the
 CR0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0941.degrees latitude (g = 980.6199 gals.).
 CR0941
 CR0941.The modeled gravity was interpolated from observed gravity values.
 CR0941
 CR0941;                    North         East    Units  Estimated Accuracy
 CR0941;SPC TXNC     - 2,107,390.      863,660.      MT  (+/- 180 meters Scaled)
 CR0941
 CR0941                          SUPERSEDED SURVEY CONTROL
 CR0941
 CR0941  NGVD 29 (??/??/92)  148.739  (m)          487.99   (f) ADJ UNCH    2 0
 CR0941
 CR0941.Superseded values are not recommended for survey control.
 CR0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0941.See file dsdata.txt to determine how the superseded data were derived.
 CR0941
 CR0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS475105(NAD 83)
 CR0941_MARKER: DB = BENCH MARK DISK
 CR0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0941_STAMPING: M 990 1948
 CR0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0941+STABILITY: SURFACE MOTION
 CR0941
 CR0941  HISTORY     - Date     Condition        Report By
 CR0941  HISTORY     - 1948     MONUMENTED       CGS
 CR0941  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0941  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0941  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0941
 CR0941                          STATION DESCRIPTION
 CR0941
 CR0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0941'7.65 MI NE FROM COLFAX.
 CR0941'0.1 MILE EAST ALONG A DIRT STREET FROM THE METHODIST CHURCH AT COLFAX,
 CR0941'THENCE 3.4 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 4.15 MILES
 CR0941'NORTH ALONG A GRAVELED ROAD, 0.9 MILE SOUTHWEST ALONG A DIRT ROAD FROM
 CR0941'BENCH MARK L 990, AT A ROAD INTERSECTION, 334.5 FEET NORTH OF THE
 CR0941'CENTER LINE OF AN EAST-WEST ROAD, 84.2 FEET EAST OF THE NORTHEAST
 CR0941'CORNER OF THE JONES SCHOOL AUDITORIUM, 60.0 FEET WEST OF THE CENTER
 CR0941'LINE OF A NORTH-SOUTH ROAD, 13.0 FEET NORTHWEST OF THE CENTER OF AN
 CR0941'OPEN TOP WELL, 2.0 FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A REFERENCE
 CR0941'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CR0941'GROUND.
 CR0941
 CR0941                          STATION RECOVERY (1995)
 CR0941
 CR0941'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0941'MARK NOT FOUND.
 CR0941
 CR0941                          STATION RECOVERY (2004)
 CR0941
 CR0941'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0941'MARK NOT FOUND.
 CR0941
 CR0941                          STATION RECOVERY (2005)
 CR0941
 CR0941'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0907 ***********************************************************************
 CR0907  DESIGNATION -  M 991
 CR0907  PID         -  CR0907
 CR0907  STATE/COUNTY-  TX/SMITH
 CR0907  USGS QUAD   -  VAN LAKE (1981)
 CR0907
 CR0907                         *CURRENT SURVEY CONTROL
 CR0907  ___________________________________________________________________
 CR0907* NAD 83(1986)-  32 34 36.     (N)    095 34 30.     (W)     SCALED    
 CR0907* NAVD 88     -       116.064  (meters)     380.79   (feet)  ADJUSTED  
 CR0907  ___________________________________________________________________
 CR0907  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CR0907  DYNAMIC HT  -         115.931 (meters)     380.35  (feet)  COMP
 CR0907  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CR0907
 CR0907  VERT ORDER  -  SECOND    CLASS 0
 CR0907
 CR0907.The horizontal coordinates were scaled from a topographic map and have
 CR0907.an estimated accuracy of +/- 6 seconds.
 CR0907
 CR0907.The orthometric height was determined by differential leveling
 CR0907.and adjusted by the National Geodetic Survey in June 1991..
 CR0907
 CR0907.The geoid height was determined by GEOID03.
 CR0907
 CR0907.The dynamic height is computed by dividing the NAVD 88
 CR0907.geopotential number by the normal gravity value computed on the
 CR0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0907.degrees latitude (g = 980.6199 gals.).
 CR0907
 CR0907.The modeled gravity was interpolated from observed gravity values.
 CR0907
 CR0907;                    North         East    Units  Estimated Accuracy
 CR0907;SPC TXNC     - 2,104,730.      874,590.      MT  (+/- 180 meters Scaled)
 CR0907
 CR0907                          SUPERSEDED SURVEY CONTROL
 CR0907
 CR0907  NGVD 29 (??/??/92)  116.086  (m)          380.86   (f) ADJ UNCH    2 0
 CR0907
 CR0907.Superseded values are not recommended for survey control.
 CR0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0907.See file dsdata.txt to determine how the superseded data were derived.
 CR0907
 CR0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS582072(NAD 83)
 CR0907_MARKER: DB = BENCH MARK DISK
 CR0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0907_STAMPING: M 991 1948
 CR0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0907+STABILITY: SURFACE MOTION
 CR0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0907+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0907
 CR0907  HISTORY     - Date     Condition        Report By
 CR0907  HISTORY     - 1948     MONUMENTED       CGS
 CR0907  HISTORY     - 19960420 GOOD             USPSQD
 CR0907  HISTORY     - 20040605 GOOD             USPSQD
 CR0907  HISTORY     - 20050712 GOOD             USPSQD
 CR0907
 CR0907                          STATION DESCRIPTION
 CR0907
 CR0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0907'1.15 MI SE FROM JAMESTOWN.
 CR0907'1.15 MILES SOUTHEAST ALONG THE GARDEN VALLEY-JAMESTOWN HIGHWAY FROM
 CR0907'THE CHURCH OF CHRIST AT JAMESTOWN, 322.0 FEET SOUTHEAST OF THE
 CR0907'SOUTHEAST END OF A BRIDGE OVER VILLAGE CREEK, 248.0 FEET NORTHWEST OF
 CR0907'THE EXTENDED CENTER LINE OF A ROAD LEADING NORTHEAST, 49.0 FEET
 CR0907'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTHWEST OF A
 CR0907'REFERENCE POST, 0.8 FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A
 CR0907'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0907
 CR0907                          STATION RECOVERY (1996)
 CR0907
 CR0907'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0907'RECOVERED IN GOOD CONDITION.
 CR0907
 CR0907                          STATION RECOVERY (2004)
 CR0907
 CR0907'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0907'RECOVERED IN GOOD CONDITION.
 CR0907
 CR0907                          STATION RECOVERY (2005)
 CR0907
 CR0907'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0885 ***********************************************************************
 CR0885  DESIGNATION -  M 992
 CR0885  PID         -  CR0885
 CR0885  STATE/COUNTY-  TX/VAN ZANDT
 CR0885  USGS QUAD   -  FRUITVALE (1962)
 CR0885
 CR0885                         *CURRENT SURVEY CONTROL
 CR0885  ___________________________________________________________________
 CR0885* NAD 83(1986)-  32 40 31.     (N)    095 45 14.     (W)     SCALED    
 CR0885* NAVD 88     -       142.911  (meters)     468.87   (feet)  ADJUSTED  
 CR0885  ___________________________________________________________________
 CR0885  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CR0885  DYNAMIC HT  -         142.749 (meters)     468.34  (feet)  COMP
 CR0885  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CR0885
 CR0885  VERT ORDER  -  SECOND    CLASS 0
 CR0885
 CR0885.The horizontal coordinates were scaled from a topographic map and have
 CR0885.an estimated accuracy of +/- 6 seconds.
 CR0885
 CR0885.The orthometric height was determined by differential leveling
 CR0885.and adjusted by the National Geodetic Survey in June 1991..
 CR0885
 CR0885.The geoid height was determined by GEOID03.
 CR0885
 CR0885.The dynamic height is computed by dividing the NAVD 88
 CR0885.geopotential number by the normal gravity value computed on the
 CR0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0885.degrees latitude (g = 980.6199 gals.).
 CR0885
 CR0885.The modeled gravity was interpolated from observed gravity values.
 CR0885
 CR0885;                    North         East    Units  Estimated Accuracy
 CR0885;SPC TXNC     - 2,115,210.      857,510.      MT  (+/- 180 meters Scaled)
 CR0885
 CR0885                          SUPERSEDED SURVEY CONTROL
 CR0885
 CR0885  NGVD 29 (??/??/92)  142.928  (m)          468.92   (f) ADJ UNCH    2 0
 CR0885
 CR0885.Superseded values are not recommended for survey control.
 CR0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0885.See file dsdata.txt to determine how the superseded data were derived.
 CR0885
 CR0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS417186(NAD 83)
 CR0885_MARKER: DB = BENCH MARK DISK
 CR0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0885_STAMPING: M 992 1948
 CR0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0885+STABILITY: SURFACE MOTION
 CR0885
 CR0885  HISTORY     - Date     Condition        Report By
 CR0885  HISTORY     - 1948     MONUMENTED       CGS
 CR0885  HISTORY     - 19950831 GOOD             USPSQD
 CR0885
 CR0885                          STATION DESCRIPTION
 CR0885
 CR0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0885'2.6 MI W FROM GRAND SALINE.
 CR0885'2.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CR0885'GRAND SALINE, AT A ROAD CROSSING, 8 1/2 POLES EAST OF MILEPOST 152,
 CR0885'51.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 45.7 FEET SOUTH OF THE
 CR0885'SOUTH RAIL OF THE TRACK, 1.5 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A
 CR0885'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CR0885'ABOVE THE GROUND.
 CR0885
 CR0885                          STATION RECOVERY (1995)
 CR0885
 CR0885'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0677 ***********************************************************************
 CR0677  DESIGNATION -  M 993
 CR0677  PID         -  CR0677
 CR0677  STATE/COUNTY-  TX/HENDERSON
 CR0677  USGS QUAD   -  MURCHISON WEST (1984)
 CR0677
 CR0677                         *CURRENT SURVEY CONTROL
 CR0677  ___________________________________________________________________
 CR0677* NAD 83(1986)-  32 21 15.     (N)    095 50 49.     (W)     SCALED    
 CR0677* NAVD 88     -       144.564  (meters)     474.29   (feet)  ADJUSTED  
 CR0677  ___________________________________________________________________
 CR0677  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0677  DYNAMIC HT  -         144.397 (meters)     473.74  (feet)  COMP
 CR0677  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 CR0677
 CR0677  VERT ORDER  -  SECOND    CLASS 0
 CR0677
 CR0677.The horizontal coordinates were scaled from a topographic map and have
 CR0677.an estimated accuracy of +/- 6 seconds.
 CR0677
 CR0677.The orthometric height was determined by differential leveling
 CR0677.and adjusted by the National Geodetic Survey in June 1991..
 CR0677
 CR0677.The geoid height was determined by GEOID03.
 CR0677
 CR0677.The dynamic height is computed by dividing the NAVD 88
 CR0677.geopotential number by the normal gravity value computed on the
 CR0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0677.degrees latitude (g = 980.6199 gals.).
 CR0677
 CR0677.The modeled gravity was interpolated from observed gravity values.
 CR0677
 CR0677;                    North         East    Units  Estimated Accuracy
 CR0677;SPC TXNC     - 2,079,390.      849,690.      MT  (+/- 180 meters Scaled)
 CR0677
 CR0677                          SUPERSEDED SURVEY CONTROL
 CR0677
 CR0677  NGVD 29 (??/??/92)  144.576  (m)          474.33   (f) ADJ UNCH    2 0
 CR0677
 CR0677.Superseded values are not recommended for survey control.
 CR0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0677.See file dsdata.txt to determine how the superseded data were derived.
 CR0677
 CR0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR320832(NAD 83)
 CR0677_MARKER: DB = BENCH MARK DISK
 CR0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0677_STAMPING: M 993 1948
 CR0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0677+STABILITY: SURFACE MOTION
 CR0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0677+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CR0677
 CR0677  HISTORY     - Date     Condition        Report By
 CR0677  HISTORY     - 1948     MONUMENTED       CGS
 CR0677  HISTORY     - 20040608 GOOD             USPSQD
 CR0677
 CR0677                          STATION DESCRIPTION
 CR0677
 CR0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0677'10.45 MI N FROM ATHENS.
 CR0677'10.45 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 CR0677'ATHENS, 279 YARDS (PACED) SOUTH OF THE VAN ZANDT-HENDERSON COUNTY
 CR0677'LINE, 121.2 FEET NORTHEAST OF THE NORTH END OF THE EAST HEADWALL OF A
 CR0677'CONCRETE CULVERT, 58.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CR0677'36.0 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 3.0 FEET NORTH OF A
 CR0677'REFERENCE POST, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 CR0677'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0677
 CR0677                          STATION RECOVERY (2004)
 CR0677
 CR0677'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0322 ***********************************************************************
 CR0322  DESIGNATION -  M 994
 CR0322  PID         -  CR0322
 CR0322  STATE/COUNTY-  TX/WOOD
 CR0322  USGS QUAD   -  MINEOLA (1981)
 CR0322
 CR0322                         *CURRENT SURVEY CONTROL
 CR0322  ___________________________________________________________________
 CR0322* NAD 83(1986)-  32 38 47.     (N)    095 28 43.     (W)     SCALED    
 CR0322* NAVD 88     -       113.860  (meters)     373.56   (feet)  ADJUSTED  
 CR0322  ___________________________________________________________________
 CR0322  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CR0322  DYNAMIC HT  -         113.731 (meters)     373.13  (feet)  COMP
 CR0322  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CR0322
 CR0322  VERT ORDER  -  FIRST     CLASS II
 CR0322
 CR0322.The horizontal coordinates were scaled from a topographic map and have
 CR0322.an estimated accuracy of +/- 6 seconds.
 CR0322
 CR0322.The orthometric height was determined by differential leveling
 CR0322.and adjusted by the National Geodetic Survey in June 1991..
 CR0322.WARNING-Repeat measurements at this control monument indicate possible
 CR0322.vertical movement.
 CR0322
 CR0322.The geoid height was determined by GEOID03.
 CR0322
 CR0322.The dynamic height is computed by dividing the NAVD 88
 CR0322.geopotential number by the normal gravity value computed on the
 CR0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0322.degrees latitude (g = 980.6199 gals.).
 CR0322
 CR0322.The modeled gravity was interpolated from observed gravity values.
 CR0322
 CR0322;                    North         East    Units  Estimated Accuracy
 CR0322;SPC TXNC     - 2,112,720.      883,410.      MT  (+/- 180 meters Scaled)
 CR0322
 CR0322                          SUPERSEDED SURVEY CONTROL
 CR0322
 CR0322  NGVD 29 (??/??/92)  113.889  (m)          373.65   (f) ADJ UNCH    1 2
 CR0322
 CR0322.Superseded values are not recommended for survey control.
 CR0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0322.See file dsdata.txt to determine how the superseded data were derived.
 CR0322
 CR0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS675148(NAD 83)
 CR0322_MARKER: DB = BENCH MARK DISK
 CR0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0322_STAMPING: M 994 1948
 CR0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0322+STABILITY: SURFACE MOTION
 CR0322
 CR0322  HISTORY     - Date     Condition        Report By
 CR0322  HISTORY     - 1948     MONUMENTED       CGS
 CR0322  HISTORY     - 1959     GOOD             NGS
 CR0322  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0322
 CR0322                          STATION DESCRIPTION
 CR0322
 CR0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0322'1.4 MI S FROM MINEOLA.
 CR0322'ABOUT 1.4 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0322'FROM THE TEXAS AND PACIFIC RAILROAD STATION AT MINEOLA, 4 POLES SOUTH
 CR0322'OF MILEPOST 43, 56 FEET WEST OF THE WEST RAIL, 119 YARDS NORTH OF A
 CR0322'SMALL STONE CULVERT, 86 FEET NORTH OF A 12-INCH OAK TREE WHICH IS IN A
 CR0322'FENCE LINE, 15 FEET EAST OF AN OLD FENCE, ABOUT 10 FEET ABOVE THE
 CR0322'LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 10
 CR0322'INCHES.
 CR0322
 CR0322                          STATION RECOVERY (1995)
 CR0322
 CR0322'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0140 ***********************************************************************
 BY0140  DESIGNATION -  M 995
 BY0140  PID         -  BY0140
 BY0140  STATE/COUNTY-  TX/SHELBY
 BY0140  USGS QUAD   -  ARCADIA (1984)
 BY0140
 BY0140                         *CURRENT SURVEY CONTROL
 BY0140  ___________________________________________________________________
 BY0140* NAD 83(1986)-  31 52 05.     (N)    094 22 09.     (W)     SCALED    
 BY0140* NAVD 88     -       112.31   (+/-2cm)     368.5    (feet)  VERTCON   
 BY0140  ___________________________________________________________________
 BY0140  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY0140
 BY0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0140
 BY0140.The horizontal coordinates were scaled from a topographic map and have
 BY0140.an estimated accuracy of +/- 6 seconds.
 BY0140
 BY0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0140.The vertical order pertains to the NGVD 29 superseded value.
 BY0140
 BY0140.The geoid height was determined by GEOID03.
 BY0140
 BY0140;                    North         East    Units  Estimated Accuracy
 BY0140;SPC TX C     - 3,259,170.    1,264,110.      MT  (+/- 180 meters Scaled)
 BY0140
 BY0140                          SUPERSEDED SURVEY CONTROL
 BY0140
 BY0140  NGVD 29 (??/??/92)  112.327  (m)          368.53   (f) ADJ UNCH    2 0
 BY0140
 BY0140.Superseded values are not recommended for survey control.
 BY0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0140.See file dsdata.txt to determine how the superseded data were derived.
 BY0140
 BY0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR704266(NAD 83)
 BY0140_MARKER: DB = BENCH MARK DISK
 BY0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0140_STAMPING: M 995 1949
 BY0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0140+STABILITY: SURFACE MOTION
 BY0140
 BY0140  HISTORY     - Date     Condition        Report By
 BY0140  HISTORY     - 1949     MONUMENTED       CGS
 BY0140
 BY0140                          STATION DESCRIPTION
 BY0140
 BY0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0140'3.15 MI SE FROM TIMPSON.
 BY0140'3.15 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND NEW
 BY0140'ORLEANS RAILROAD STATION AT TIMPSON, 0.75 MILE SOUTHEAST OF JUNCTION
 BY0140'OF FARM ROAD 514, 178.0 FEET SOUTH OF THE SOUTH CORNER OF THE J.
 BY0140'WRIGHT FARM HOME, 115.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 BY0140'DIRT ROAD (MEASURED FROM A POINT IN THE CENTER OF THE HIGHWAY AND
 BY0140'CENTER OF CROSSING OF THE DIRT ROAD AND THE HIGHWAY), 54.0 FEET
 BY0140'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 26.0 FEET SOUTHEAST OF
 BY0140'THE CENTER LINE OF A PRIVATE DRIVE, 2.0 FEET SOUTHWEST OF A REFERENCE
 BY0140'POST, 1.0 FOOT NORTHWEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 BY0140'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0106 ***********************************************************************
 CS0106  DESIGNATION -  M 996
 CS0106  PID         -  CS0106
 CS0106  STATE/COUNTY-  TX/KAUFMAN
 CS0106  USGS QUAD   -  KAUFMAN (1963)
 CS0106
 CS0106                         *CURRENT SURVEY CONTROL
 CS0106  ___________________________________________________________________
 CS0106* NAD 83(1993)-  32 34 22.23301(N)    096 18 37.27233(W)     ADJUSTED  
 CS0106* NAVD 88     -       132.969  (meters)     436.25   (feet)  ADJUSTED  
 CS0106  ___________________________________________________________________
 CS0106  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CS0106  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0106  DYNAMIC HT  -         132.821 (meters)     435.76  (feet)  COMP
 CS0106  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 CS0106
 CS0106  HORZ ORDER  -  SECOND
 CS0106  VERT ORDER  -  SECOND    CLASS 0
 CS0106
 CS0106.The horizontal coordinates were established by classical geodetic methods
 CS0106.and adjusted by the National Geodetic Survey in February 1996..
 CS0106
 CS0106.The orthometric height was determined by differential leveling
 CS0106.and adjusted by the National Geodetic Survey in June 1991..
 CS0106
 CS0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0106
 CS0106.The geoid height was determined by GEOID03.
 CS0106
 CS0106.The dynamic height is computed by dividing the NAVD 88
 CS0106.geopotential number by the normal gravity value computed on the
 CS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0106.degrees latitude (g = 980.6199 gals.).
 CS0106
 CS0106.The modeled gravity was interpolated from observed gravity values.
 CS0106
 CS0106;                    North         East     Units Scale Factor Converg.
 CS0106;SPC TXNC     - 2,102,628.766   805,575.910   MT  0.99990730   +1 11 39.2
 CS0106;SPC TXNC     - 6,898,374.54  2,642,960.30   sFT  0.99990730   +1 11 39.2
 CS0106;UTM  14      - 3,607,125.957   752,498.573   MT  1.00038625   +1 26 55.7
 CS0106
 CS0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0106!SPC TXNC     -   0.99998310  x   0.99990730  =   0.99989040
 CS0106!UTM  14      -   0.99998310  x   1.00038625  =   1.00036934
 CS0106
 CS0106                          SUPERSEDED SURVEY CONTROL
 CS0106
 CS0106  NAD 83(1986)-  32 34 22.24038(N)    096 18 37.25632(W) AD(       ) 2
 CS0106  NAD 27      -  32 34 21.75200(N)    096 18 36.32900(W) AD(       ) 2
 CS0106  NGVD 29 (??/??/92)  132.971  (m)          436.26   (f) ADJ UNCH    2 0
 CS0106
 CS0106.Superseded values are not recommended for survey control.
 CS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0106.See file dsdata.txt to determine how the superseded data were derived.
 CS0106
 CS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5249907126(NAD 83)
 CS0106_MARKER: DB = BENCH MARK DISK
 CS0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0106_STAMPING: M 996 1948
 CS0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0106+STABILITY: SURFACE MOTION
 CS0106
 CS0106  HISTORY     - Date     Condition        Report By
 CS0106  HISTORY     - 1948     MONUMENTED       CGS
 CS0106  HISTORY     - 1949     GOOD             CGS
 CS0106  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0106
 CS0106                          STATION DESCRIPTION
 CS0106
 CS0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0106'1.15 MI S FROM KAUFMAN.
 CS0106'1.15 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURTHOUSE AT
 CS0106'KAUFMAN, 0.15 MILE SOUTHWEST OF THE JUNCTION OF U. S. HIGHWAY 175 AND
 CS0106'STATE HIGHWAY 34, AT THE KAUFMAN AIRPORT, 113.0 FEET SOUTHEAST OF THE
 CS0106'CENTER LINE OF STATE HIGHWAY 34, 22.0 FEET SOUTH OF THE CENTER LINE OF
 CS0106'A GULLEY, 1.8 FEET NORTHEAST OF THE EAST CORNER OF THE MAIN HANGAR
 CS0106'WHICH IS THE ONLY HANGAR AT THE AIRPORT, 1.5 FEET SOUTHWEST OF A
 CS0106'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CS0106'FOOT ABOVE THE GROUND.
 CS0106
 CS0106                          STATION RECOVERY (1949)
 CS0106
 CS0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0106'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF THE CITY LIMITS
 CS0106'OF KAUFMAN, ON THE PROPERTY OF THE MUNICIPAL AIRPORT.  IT
 CS0106'IS 96 FEET SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT,
 CS0106'1.5 FEET SOUTH OF A WITNESS POST, AND 1.5 FEET NORTHEAST
 CS0106'OF THE NORTHEAST CORNER OF A LARGE TIN HANGAR.  THE DISK
 CS0106'IS STAMPED M-996 1948 AND IS SET IN THE TOP OF A CONCRETE
 CS0106'POST, 12 INCHES IN DIAMETER, AND PROJECTS 4 INCHES.
 CS0106'
 CS0106'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 CS0106'STATION KAUFMAN 1947, WHICH IS LOCATED JUST SOUTH OF THE
 CS0106'JUNCTION OF U.S. HIGHWAY 175 AND STATE HIGHWAY 34.  THE
 CS0106'TRAVERSE DISTANCE IS 193.962 METERS OR 636.36 FEET.
 CS0106
 CS0106                          STATION RECOVERY (1961)
 CS0106
 CS0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0968 ***********************************************************************
 CR0968  DESIGNATION -  M 997
 CR0968  PID         -  CR0968
 CR0968  STATE/COUNTY-  TX/VAN ZANDT
 CR0968  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0968
 CR0968                         *CURRENT SURVEY CONTROL
 CR0968  ___________________________________________________________________
 CR0968* NAD 83(1986)-  32 32 02.     (N)    095 53 04.     (W)     SCALED    
 CR0968* NAVD 88     -       160.122  (meters)     525.33   (feet)  ADJUSTED  
 CR0968  ___________________________________________________________________
 CR0968  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CR0968  DYNAMIC HT  -         159.939 (meters)     524.73  (feet)  COMP
 CR0968  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 CR0968
 CR0968  VERT ORDER  -  SECOND    CLASS 0
 CR0968
 CR0968.The horizontal coordinates were scaled from a topographic map and have
 CR0968.an estimated accuracy of +/- 6 seconds.
 CR0968
 CR0968.The orthometric height was determined by differential leveling
 CR0968.and adjusted by the National Geodetic Survey in June 1991..
 CR0968
 CR0968.The geoid height was determined by GEOID03.
 CR0968
 CR0968.The dynamic height is computed by dividing the NAVD 88
 CR0968.geopotential number by the normal gravity value computed on the
 CR0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0968.degrees latitude (g = 980.6199 gals.).
 CR0968
 CR0968.The modeled gravity was interpolated from observed gravity values.
 CR0968
 CR0968;                    North         East    Units  Estimated Accuracy
 CR0968;SPC TXNC     - 2,099,230.      845,660.      MT  (+/- 180 meters Scaled)
 CR0968
 CR0968                          SUPERSEDED SURVEY CONTROL
 CR0968
 CR0968  NGVD 29 (??/??/92)  160.133  (m)          525.37   (f) ADJ UNCH    2 0
 CR0968
 CR0968.Superseded values are not recommended for survey control.
 CR0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0968.See file dsdata.txt to determine how the superseded data were derived.
 CR0968
 CR0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS290032(NAD 83)
 CR0968_MARKER: DB = BENCH MARK DISK
 CR0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0968_STAMPING: M 997 1948
 CR0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0968+STABILITY: SURFACE MOTION
 CR0968
 CR0968  HISTORY     - Date     Condition        Report By
 CR0968  HISTORY     - 1948     MONUMENTED       CGS
 CR0968  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 CR0968
 CR0968                          STATION DESCRIPTION
 CR0968
 CR0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0968'1.9 MI SW FROM CANTON.
 CR0968'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE COURTHOUSE AT
 CR0968'CANTON, 0.15 MILE NORTHEAST OF A ROAD INTERSECTION, 221.0 FEET
 CR0968'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 49.0 FEET SOUTHEAST
 CR0968'OF THE CENTER LINE OF THE HIGHWAY, 45.2 FEET SOUTHWEST OF A POWER POLE
 CR0968'WHICH IS AT THE SOUTHEAST END OF AN OFFSET IN THE POWER LINE WHERE IT
 CR0968'CROSSES OVER THE HIGHWAY, 3.2 FEET SOUTHWEST OF A FENCE CORNER, 1.4
 CR0968'FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CR0968'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CR0968
 CR0968                          STATION RECOVERY (1995)
 CR0968
 CR0968'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0631 ***********************************************************************
 CR0631  DESIGNATION -  M 998
 CR0631  PID         -  CR0631
 CR0631  STATE/COUNTY-  TX/VAN ZANDT
 CR0631  USGS QUAD   -  PHALBA (1984)
 CR0631
 CR0631                         *CURRENT SURVEY CONTROL
 CR0631  ___________________________________________________________________
 CR0631* NAD 83(1986)-  32 29 47.     (N)    095 55 06.     (W)     SCALED    
 CR0631* NAVD 88     -       160.606  (meters)     526.92   (feet)  ADJUSTED  
 CR0631  ___________________________________________________________________
 CR0631  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CR0631  DYNAMIC HT  -         160.422 (meters)     526.32  (feet)  COMP
 CR0631  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 CR0631
 CR0631  VERT ORDER  -  SECOND    CLASS 0
 CR0631
 CR0631.The horizontal coordinates were scaled from a topographic map and have
 CR0631.an estimated accuracy of +/- 6 seconds.
 CR0631
 CR0631.The orthometric height was determined by differential leveling
 CR0631.and adjusted by the National Geodetic Survey in June 1991..
 CR0631
 CR0631.The geoid height was determined by GEOID03.
 CR0631
 CR0631.The dynamic height is computed by dividing the NAVD 88
 CR0631.geopotential number by the normal gravity value computed on the
 CR0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0631.degrees latitude (g = 980.6199 gals.).
 CR0631
 CR0631.The modeled gravity was interpolated from observed gravity values.
 CR0631
 CR0631;                    North         East    Units  Estimated Accuracy
 CR0631;SPC TXNC     - 2,094,990.      842,580.      MT  (+/- 180 meters Scaled)
 CR0631
 CR0631                          SUPERSEDED SURVEY CONTROL
 CR0631
 CR0631  NGVD 29 (??/??/92)  160.614  (m)          526.95   (f) ADJ UNCH    2 0
 CR0631
 CR0631.Superseded values are not recommended for survey control.
 CR0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0631.See file dsdata.txt to determine how the superseded data were derived.
 CR0631
 CR0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR257992(NAD 83)
 CR0631_MARKER: DB = BENCH MARK DISK
 CR0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0631_STAMPING: M 998 1948
 CR0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0631+STABILITY: SURFACE MOTION
 CR0631
 CR0631  HISTORY     - Date     Condition        Report By
 CR0631  HISTORY     - 1948     MONUMENTED       CGS
 CR0631  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0631
 CR0631                          STATION DESCRIPTION
 CR0631
 CR0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0631'1.15 MI NE FROM JACKSON.
 CR0631'1.15 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY
 CR0631'SCHOOL AT JACKSON, 1.1 MILE SOUTHWEST OF BENCH MARK P 997, 164
 CR0631'YARDS(PACED) NORTHEAST OF A 36-INCH CORRUGATED IRON CULVERT, 323.0
 CR0631'FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTHEAST
 CR0631'TO THE M.Z. DOZIER RESIDENCE, 52.0 FEET SOUTHEAST OF THE CENTER LINE
 CR0631'OF THE HIGHWAY, 5.4 FEET SOUTHEAST OF A 14-INCH OAK TREE, 1.8 FEET
 CR0631'NORTHEAST OF A REFERENCE POST, 0.9 FOOT NORTHWEST OF A FENCE, AND SET
 CR0631'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0631
 CR0631                          STATION RECOVERY (1995)
 CR0631
 CR0631'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1502 ***********************************************************************
 BY1502  DESIGNATION -  M 999
 BY1502  PID         -  BY1502
 BY1502  STATE/COUNTY-  TX/HOUSTON
 BY1502  USGS QUAD   -  KENNARD (1951)
 BY1502
 BY1502                         *CURRENT SURVEY CONTROL
 BY1502  ___________________________________________________________________
 BY1502* NAD 83(1986)-  31 21 44.     (N)    095 14 41.     (W)     SCALED    
 BY1502* NAVD 88     -       116.53   (+/-2cm)     382.3    (feet)  VERTCON   
 BY1502  ___________________________________________________________________
 BY1502  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BY1502
 BY1502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1502
 BY1502.The horizontal coordinates were scaled from a topographic map and have
 BY1502.an estimated accuracy of +/- 6 seconds.
 BY1502
 BY1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1502.The vertical order pertains to the NGVD 29 superseded value.
 BY1502
 BY1502.The geoid height was determined by GEOID03.
 BY1502
 BY1502;                    North         East    Units  Estimated Accuracy
 BY1502;SPC TX C     - 3,199,030.    1,183,920.      MT  (+/- 180 meters Scaled)
 BY1502
 BY1502                          SUPERSEDED SURVEY CONTROL
 BY1502
 BY1502  NGVD 29 (??/??/92)  116.539  (m)          382.35   (f) ADJ UNCH    2 0
 BY1502
 BY1502.Superseded values are not recommended for survey control.
 BY1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1502.See file dsdata.txt to determine how the superseded data were derived.
 BY1502
 BY1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ864719(NAD 83)
 BY1502_MARKER: DB = BENCH MARK DISK
 BY1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1502_STAMPING: M 999 1948
 BY1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1502+STABILITY: SURFACE MOTION
 BY1502
 BY1502  HISTORY     - Date     Condition        Report By
 BY1502  HISTORY     - 1948     MONUMENTED       CGS
 BY1502
 BY1502                          STATION DESCRIPTION
 BY1502
 BY1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1502'4.25 MI N FROM KENNARD.
 BY1502'3.3 MILES WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF NATIONAL
 BY1502'FOREST HIGHWAY 25 AT KENNARD, THENCE 0.95 MILE NORTH ALONG NATIONAL
 BY1502'FOREST HIGHWAY 24, AT A ROAD INTERSECTION, 100.0 FEET EAST OF THE
 BY1502'CENTER LINE OF THE HIGHWAY, 34.5 FEET SOUTH OF THE CENTER LINE OF AN
 BY1502'EAST-WEST ROAD, 6.8 FEET NORTHWEST OF A 12-INCH SWEETGUM TREE, 1.7
 BY1502'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1502'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0175 ***********************************************************************
 CA0175  DESIGNATION -  M P 10
 CA0175  PID         -  CA0175
 CA0175  STATE/COUNTY-  TX/LAMPASAS
 CA0175  USGS QUAD   -  SAN SABA PEAK (1980)
 CA0175
 CA0175                         *CURRENT SURVEY CONTROL
 CA0175  ___________________________________________________________________
 CA0175* NAD 83(1986)-  31 15 02.     (N)    098 30 46.     (W)     SCALED    
 CA0175* NAVD 88     -       391.071  (meters)    1283.04   (feet)  ADJUSTED  
 CA0175  ___________________________________________________________________
 CA0175  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 CA0175  DYNAMIC HT  -         390.548 (meters)    1281.32  (feet)  COMP
 CA0175  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 CA0175
 CA0175  VERT ORDER  -  SECOND    CLASS 0
 CA0175
 CA0175.The horizontal coordinates were scaled from a topographic map and have
 CA0175.an estimated accuracy of +/- 6 seconds.
 CA0175
 CA0175.The orthometric height was determined by differential leveling
 CA0175.and adjusted by the National Geodetic Survey in June 1991..
 CA0175
 CA0175.The geoid height was determined by GEOID03.
 CA0175
 CA0175.The dynamic height is computed by dividing the NAVD 88
 CA0175.geopotential number by the normal gravity value computed on the
 CA0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0175.degrees latitude (g = 980.6199 gals.).
 CA0175
 CA0175.The modeled gravity was interpolated from observed gravity values.
 CA0175
 CA0175;                    North         East    Units  Estimated Accuracy
 CA0175;SPC TX C     - 3,177,000.      873,390.      MT  (+/- 180 meters Scaled)
 CA0175
 CA0175                          SUPERSEDED SURVEY CONTROL
 CA0175
 CA0175  NGVD 29 (??/??/92)  391.00   (m)         1282.8    (f) COMPUTED    2 0
 CA0175
 CA0175.Superseded values are not recommended for survey control.
 CA0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0175.See file dsdata.txt to determine how the superseded data were derived.
 CA0175
 CA0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV463574(NAD 83)
 CA0175_MARKER: Z = SEE DESCRIPTION
 CA0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0175_SP_SET: RAIL
 CA0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0175
 CA0175  HISTORY     - Date     Condition        Report By
 CA0175  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0175  HISTORY     - 1935     GOOD             NGS
 CA0175
 CA0175                          STATION DESCRIPTION
 CA0175
 CA0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0175'10.1 MI W FROM LOMETA.
 CA0175'10.1 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 10. 10
 CA0175'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0542 ***********************************************************************
 CT0542  DESIGNATION -  MAB
 CT0542  PID         -  CT0542
 CT0542  STATE/COUNTY-  TX/TAYLOR
 CT0542  USGS QUAD   -  ABILENE WEST (1987)
 CT0542
 CT0542                         *CURRENT SURVEY CONTROL
 CT0542  ___________________________________________________________________
 CT0542* NAD 83(1993)-  32 25 18.01593(N)    099 50 31.38080(W)     ADJUSTED  
 CT0542* NAVD 88     -       540.705  (meters)    1773.96   (feet)  POSTED    
 CT0542  ___________________________________________________________________
 CT0542  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CT0542  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CT0542  DYNAMIC HT  -         540.000 (meters)    1771.65  (feet)  COMP
 CT0542  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 CT0542
 CT0542  HORZ ORDER  -  SECOND
 CT0542  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0542
 CT0542.The horizontal coordinates were established by classical geodetic methods
 CT0542.and adjusted by the National Geodetic Survey in February 1996..
 CT0542
 CT0542.The orthometric height was determined by differential leveling
 CT0542.and adjusted by the National Geodetic Survey in 1992..
 CT0542.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0542.rate of 1.1 thru 2.0 mm/km.
 CT0542
 CT0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0542
 CT0542.The geoid height was determined by GEOID03.
 CT0542
 CT0542.The dynamic height is computed by dividing the NAVD 88
 CT0542.geopotential number by the normal gravity value computed on the
 CT0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0542.degrees latitude (g = 980.6199 gals.).
 CT0542
 CT0542.The modeled gravity was interpolated from observed gravity values.
 CT0542
 CT0542;                    North         East     Units Scale Factor Converg.
 CT0542;SPC TXNC     - 2,084,529.610   473,781.204   MT  0.99993263   -0 43 55.0
 CT0542;SPC TXNC     - 6,838,994.23  1,554,397.17   sFT  0.99993263   -0 43 55.0
 CT0542;UTM  14      - 3,587,488.239   420,828.790   MT  0.99967729   -0 27 05.3
 CT0542
 CT0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0542!SPC TXNC     -   0.99991943  x   0.99993263  =   0.99985207
 CT0542!UTM  14      -   0.99991943  x   0.99967729  =   0.99959675
 CT0542
 CT0542:                Primary Azimuth Mark                     Grid Az
 CT0542:SPC TXNC     -  AIRPORT BCN DYESS AFB ABILENE            034 58 08.1
 CT0542:UTM  14      -  AIRPORT BCN DYESS AFB ABILENE            034 41 18.4
 CT0542
 CT0542|---------------------------------------------------------------------|
 CT0542| PID    Reference Object                     Distance      Geod. Az  |
 CT0542|                                                           dddmmss.s |
 CT0542| CT1135 AIRPORT BCN DYESS AFB ABILENE       APPROX. 0.8 KM 0341413.1 |
 CT0542| CT0541 MAB RM 1                             60.380 METERS 05708     |
 CT0542| CT0543 MAB RM 2                             59.213 METERS 32352     |
 CT0542|---------------------------------------------------------------------|
 CT0542
 CT0542                          SUPERSEDED SURVEY CONTROL
 CT0542
 CT0542  NAD 83(1986)-  32 25 18.02199(N)    099 50 31.36886(W) AD(       ) 2
 CT0542  NAD 27      -  32 25 17.57170(N)    099 50 30.04200(W) AD(       ) 2
 CT0542  NGVD 29 (??/??/92)  540.534  (m)         1773.40   (f) ADJ UNCH    1 2
 CT0542
 CT0542.Superseded values are not recommended for survey control.
 CT0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0542.See file dsdata.txt to determine how the superseded data were derived.
 CT0542
 CT0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2082987488(NAD 83)
 CT0542_MARKER: DS = TRIANGULATION STATION DISK
 CT0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0542_STAMPING: MAB 1961
 CT0542_MARK LOGO: CGS   
 CT0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0542+STABILITY: SURFACE MOTION
 CT0542
 CT0542  HISTORY     - Date     Condition        Report By
 CT0542  HISTORY     - 1961     MONUMENTED       CGS
 CT0542  HISTORY     - 19990531 GOOD             LOCENG
 CT0542
 CT0542                          STATION DESCRIPTION
 CT0542
 CT0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0542'8.0 MI SW FROM ABILENE.
 CT0542'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0542'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG SPUR 312, THENCE 2.05 MILES
 CT0542'SOUTHWEST ALONG ARNOLD BOULEVARD, THENCE 0.5 MILE SOUTHWEST ALONG
 CT0542'AVENUE B, THENCE 0.35 MILE SOUTHEAST ALONG 3RD STREET, 198 FEET
 CT0542'SOUTHWEST OF R.M. 1, 204 FEET SOUTHEAST OF R.M. 2, 45 FEET WEST OF THE
 CT0542'NORTHEAST CORNER OF BUILDING 7007, 16 FEET NORTH OF THE CENTER DOOR OF
 CT0542'THREE, 7 FEET SOUTH OF THE NORTH EDGE OF A CONCRETE RAMP, SET IN TOP
 CT0542'OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CT0542
 CT0542                          STATION RECOVERY (1999)
 CT0542
 CT0542'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 CT0542'RECOVERED IN GOOD CONDITION.  NOTE--BUILDING 7007 IS NOW A GYM,
 CT0542'STATION IS FLUSH WITH CONCRETE SIDEWALK.  GOOD FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0541 ***********************************************************************
 CT0541  DESIGNATION -  MAB RM 1
 CT0541  PID         -  CT0541
 CT0541  STATE/COUNTY-  TX/TAYLOR
 CT0541  USGS QUAD   -  ABILENE WEST (1987)
 CT0541
 CT0541                         *CURRENT SURVEY CONTROL
 CT0541  ___________________________________________________________________
 CT0541* NAD 83(1986)-  32 25 13.     (N)    099 50 29.     (W)     SCALED    
 CT0541* NAVD 88     -       540.364  (meters)    1772.84   (feet)  POSTED    
 CT0541  ___________________________________________________________________
 CT0541  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CT0541  DYNAMIC HT  -         539.660 (meters)    1770.53  (feet)  COMP
 CT0541  MODELED GRAV-     979,320.8   (mgal)                       NAVD 88
 CT0541
 CT0541  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0541
 CT0541.The horizontal coordinates were scaled from a topographic map and have
 CT0541.an estimated accuracy of +/- 6 seconds.
 CT0541
 CT0541.The orthometric height was determined by differential leveling
 CT0541.and adjusted by the National Geodetic Survey in 1992..
 CT0541.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0541.rate of 1.1 thru 2.0 mm/km.
 CT0541
 CT0541.The geoid height was determined by GEOID03.
 CT0541
 CT0541.The dynamic height is computed by dividing the NAVD 88
 CT0541.geopotential number by the normal gravity value computed on the
 CT0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0541.degrees latitude (g = 980.6199 gals.).
 CT0541
 CT0541.The modeled gravity was interpolated from observed gravity values.
 CT0541
 CT0541;                    North         East    Units  Estimated Accuracy
 CT0541;SPC TXNC     - 2,084,370.      473,840.      MT  (+/- 180 meters Scaled)
 CT0541
 CT0541                          SUPERSEDED SURVEY CONTROL
 CT0541
 CT0541  NGVD 29 (??/??/92)  540.19   (m)         1772.3    (f) COMPUTED    1 2
 CT0541
 CT0541.Superseded values are not recommended for survey control.
 CT0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0541.See file dsdata.txt to determine how the superseded data were derived.
 CT0541
 CT0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA208873(NAD 83)
 CT0541_MARKER: DR = REFERENCE MARK DISK
 CT0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0541_STAMPING: MAB NO 1 1961
 CT0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0541+STABILITY: SURFACE MOTION
 CT0541
 CT0541  HISTORY     - Date     Condition        Report By
 CT0541  HISTORY     - 1961     MONUMENTED       CGS
 CT0541
 CT0541                          STATION DESCRIPTION
 CT0541
 CT0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0541'8.0 MI SW FROM ABILENE.
 CT0541'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0541'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG SPUR 312, THENCE 2.05 MILES
 CT0541'SOUTHWEST ALONG ARNOLD BOULEVARD, THENCE 0.5 MILE SOUTHWEST ALONG
 CT0541'AVENUE B, THENCE 0.35 MILE SOUTHEAST ALONG 3RD STREET, 198 FEET NORTH
 CT0541'OF A TRIANGULATION STATION, 110 FEET WEST OF THE NORTHWEST CORNER OF
 CT0541'BUILDING 7238, 71 FEET EAST OF THE CENTER OF 3RD STREET, 0.8 FOOT
 CT0541'ABOVE THE LEVEL OF THE STREET, SET IN TOP OF A SQUARE CONCRETE POST
 CT0541'PROJECTING 2 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0543 ***********************************************************************
 CT0543  DESIGNATION -  MAB RM 2
 CT0543  PID         -  CT0543
 CT0543  STATE/COUNTY-  TX/TAYLOR
 CT0543  USGS QUAD   -  ABILENE WEST (1987)
 CT0543
 CT0543                         *CURRENT SURVEY CONTROL
 CT0543  ___________________________________________________________________
 CT0543* NAD 83(1986)-  32 25 14.     (N)    099 50 29.     (W)     SCALED    
 CT0543* NAVD 88     -       539.482  (meters)    1769.95   (feet)  POSTED    
 CT0543  ___________________________________________________________________
 CT0543  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CT0543  DYNAMIC HT  -         538.780 (meters)    1767.65  (feet)  COMP
 CT0543  MODELED GRAV-     979,320.8   (mgal)                       NAVD 88
 CT0543
 CT0543  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CT0543
 CT0543.The horizontal coordinates were scaled from a topographic map and have
 CT0543.an estimated accuracy of +/- 6 seconds.
 CT0543
 CT0543.The orthometric height was determined by differential leveling
 CT0543.and adjusted by the National Geodetic Survey in 1992..
 CT0543.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CT0543.rate of 2.1 thru 3.0 mm/km.
 CT0543
 CT0543.The geoid height was determined by GEOID03.
 CT0543
 CT0543.The dynamic height is computed by dividing the NAVD 88
 CT0543.geopotential number by the normal gravity value computed on the
 CT0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0543.degrees latitude (g = 980.6199 gals.).
 CT0543
 CT0543.The modeled gravity was interpolated from observed gravity values.
 CT0543
 CT0543;                    North         East    Units  Estimated Accuracy
 CT0543;SPC TXNC     - 2,084,410.      473,840.      MT  (+/- 180 meters Scaled)
 CT0543
 CT0543                          SUPERSEDED SURVEY CONTROL
 CT0543
 CT0543  NGVD 29 (??/??/92)  539.31   (m)         1769.4    (f) COMPUTED    1 2
 CT0543
 CT0543.Superseded values are not recommended for survey control.
 CT0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0543.See file dsdata.txt to determine how the superseded data were derived.
 CT0543
 CT0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA208873(NAD 83)
 CT0543_MARKER: DR = REFERENCE MARK DISK
 CT0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0543_SP_SET: CONCRETE SLAB
 CT0543_STAMPING: MAB NO 2 1961
 CT0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0543
 CT0543  HISTORY     - Date     Condition        Report By
 CT0543  HISTORY     - 1961     MONUMENTED       CGS
 CT0543
 CT0543                          STATION DESCRIPTION
 CT0543
 CT0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0543'8.0 MI SW FROM ABILENE.
 CT0543'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0543'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG SPUR 312, THENCE 2.05 MILES
 CT0543'SOUTHWEST ALONG ARNOLD BOULEVARD, THENCE 0.5 MILE SOUTHWEST ALONG
 CT0543'AVENUE B, THENCE 0.35 MILE SOUTHEAST ALONG 3RD STREET, 204 FEET
 CT0543'NORTHWEST OF A TRIANGULATION STATION, 78 FEET WEST OF THE CENTER OF A
 CT0543'DOUBLE GATE, 75 FEET EAST OF THE CENTER OF A DOUBLE GATE AT SENTRY
 CT0543'BUILDING, 5 FEET SOUTH OF SECURITY FENCE, 4 FEET SOUTHWEST OF THE
 CT0543'CENTER OF A MANHOLE, SET IN TOP OF A CONCRETE SLAB PROJECTING 6 INCHES
 CT0543'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0337 ***********************************************************************
 CS0337  DESIGNATION -  MABANK
 CS0337  PID         -  CS0337
 CS0337  STATE/COUNTY-  TX/KAUFMAN
 CS0337  USGS QUAD   -  MABANK (1981)
 CS0337
 CS0337                         *CURRENT SURVEY CONTROL
 CS0337  ___________________________________________________________________
 CS0337* NAD 83(1993)-  32 21 35.14620(N)    096 05 19.61886(W)     ADJUSTED  
 CS0337* NAVD 88     -       125.028  (meters)     410.20   (feet)  ADJUSTED  
 CS0337  ___________________________________________________________________
 CS0337  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 CS0337  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0337  DYNAMIC HT  -         124.886 (meters)     409.73  (feet)  COMP
 CS0337  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CS0337
 CS0337  HORZ ORDER  -  SECOND
 CS0337  VERT ORDER  -  SECOND    CLASS 0
 CS0337
 CS0337.The horizontal coordinates were established by classical geodetic methods
 CS0337.and adjusted by the National Geodetic Survey in February 1996..
 CS0337
 CS0337.The orthometric height was determined by differential leveling
 CS0337.and adjusted by the National Geodetic Survey in June 1991..
 CS0337.WARNING-Repeat measurements at this control monument indicate possible
 CS0337.vertical movement.
 CS0337
 CS0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0337
 CS0337.The geoid height was determined by GEOID03.
 CS0337
 CS0337.The dynamic height is computed by dividing the NAVD 88
 CS0337.geopotential number by the normal gravity value computed on the
 CS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0337.degrees latitude (g = 980.6199 gals.).
 CS0337
 CS0337.The modeled gravity was interpolated from observed gravity values.
 CS0337
 CS0337;                    North         East     Units Scale Factor Converg.
 CS0337;SPC TXNC     - 2,079,462.807   826,916.918   MT  0.99994499   +1 18 54.2
 CS0337;SPC TXNC     - 6,822,370.89  2,712,976.59   sFT  0.99994499   +1 18 54.2
 CS0337;UTM  14      - 3,584,040.900   773,951.600   MT  1.00052559   +1 33 32.9
 CS0337
 CS0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0337!SPC TXNC     -   0.99998436  x   0.99994499  =   0.99992935
 CS0337!UTM  14      -   0.99998436  x   1.00052559  =   1.00050994
 CS0337
 CS0337|---------------------------------------------------------------------|
 CS0337| PID    Reference Object                     Distance      Geod. Az  |
 CS0337|                                                           dddmmss.s |
 CS0337| CS0338 MABANK RM 1                          31.669 METERS 03415     |
 CS0337| CS0339 MABANK RM 2                          39.170 METERS 12414     |
 CS0337| CS2616 EUSTACE WATER SUPPLY SYSTEM TK      APPROX. 9.8 KM 1275616.0 |
 CS0337| CS0336 Q 267                               173.417 METERS 12816     |
 CS0337| CS2614 MABANK 1947 RM 3                     50.408 METERS 29833     |
 CS0337| CS2620 MABANK MUNICIPAL TANK               APPROX. 1.3 KM 3065324.8 |
 CS0337| CS0340 MABANK AZ MK                                       3092901.6 |
 CS0337| CY1548 MABANK RM 4                                        33156     |
 CS0337|---------------------------------------------------------------------|
 CS0337
 CS0337                          SUPERSEDED SURVEY CONTROL
 CS0337
 CS0337  NAD 83(1986)-  32 21 35.15365(N)    096 05 19.60285(W) AD(       ) 2
 CS0337  NAD 27      -  32 21 34.63800(N)    096 05 18.70200(W) AD(       ) 2
 CS0337  NGVD 29 (??/??/92)  125.036  (m)          410.22   (f) ADJ UNCH    2 0
 CS0337
 CS0337.Superseded values are not recommended for survey control.
 CS0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0337.See file dsdata.txt to determine how the superseded data were derived.
 CS0337
 CS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7395284041(NAD 83)
 CS0337_MARKER: DB = BENCH MARK DISK
 CS0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0337_STAMPING: MABANK 1947
 CS0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0337+STABILITY: SURFACE MOTION
 CS0337
 CS0337  HISTORY     - Date     Condition        Report By
 CS0337  HISTORY     - 1947     MONUMENTED       CGS
 CS0337  HISTORY     - 1947     GOOD             CGS
 CS0337  HISTORY     - 1949     GOOD             CGS
 CS0337  HISTORY     - 1974     GOOD             TXHD
 CS0337  HISTORY     - 1984     GOOD             TXHD
 CS0337  HISTORY     - 1984     GOOD             TXHD
 CS0337  HISTORY     - 19930503 MARK NOT FOUND   USPSQD
 CS0337
 CS0337                          STATION DESCRIPTION
 CS0337
 CS0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS0337'THE STATION IS LOCATED 0.8 MILE SOUTHEAST OF MABANK, 113
 CS0337'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TEXAS AND NEW
 CS0337'ORLEANS RAILROAD AND 54 FEET SOUTHWEST OF U.S. HIGHWAY 175.
 CS0337'IT IS 8 FEET SOUTHWEST OF A 4-INCH SQUARE, WHITE WOODEN
 CS0337'WITNESS POST PROJECTING 2.5 FEET.  IT IS STAMPED MABANK
 CS0337'1947 AND PROJECTS 6 INCHES.
 CS0337'
 CS0337'REFERENCE MARK NO. 1 IS 49 FEET NORTHEAST OF THE CENTER
 CS0337'OF U.S. HIGHWAY 175, 1 FOOT SOUTH OF A FENCE LINE AND 39
 CS0337'FEET NORTHWEST OF A 10-INCH TREE.  IT IS STAMPED MABANK
 CS0337'NO 1 1947 AND PROJECTS 6 INCHES.
 CS0337'
 CS0337'REFERENCE MARK NO. 2 IS 103 FEET NORTHEAST OF THE NORTHEAST
 CS0337'RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD AND 49 FEET SOUTHWEST
 CS0337'OF THE CENTER OF U.S. HIGHWAY 175.  IT IS STAMPED MABANK
 CS0337'NO 2 1947 AND PROJECTS 6 INCHES.
 CS0337'
 CS0337'AZIMUTH MARK IS 83 FEET SOUTH OF THE FIRST BAPTIST ST. EMANUEL
 CS0337'CHURCH AND 54.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 CS0337'175.  IT IS SET FLUSH IN THE SIDEWALK LEADING TO THE CHURCH.
 CS0337'IT IS STAMPED MABANK 1947.
 CS0337'
 CS0337'A TRAVERSE CONNECTION WAS MADE TO USC AND GS BM Q 267 1934.
 CS0337'IT IS 69 FEET SOUTHWEST OF U.S. HIGHWAY 175, 35 FEET SOUTHEAST
 CS0337'OF A DIRT ROAD, 44 FEET NORTHEAST OF THE NORTHEAST RAIL
 CS0337'OF THE TEXAS AND NEW ORLEANS RAILROAD TRACKS AND 2 FEET
 CS0337'SOUTHWEST OF A 4-INCH SQUARE, WHITE WOODEN WITNESS POST
 CS0337'PROJECTING 2 FEET.  IT IS A STANDARD BENCH MARK DISK SET
 CS0337'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 6
 CS0337'INCHES.  IT IS STAMPED Q 267 1934.
 CS0337'
 CS0337'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN MABANK GO
 CS0337'SOUTHEAST ON U.S. HIGHWAY 175 FOR 0.5 MILE TO THE AZIMUTH
 CS0337'MARK ON THE LEFT.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 175
 CS0337'FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS0337'
 CS0337'AN 87 FOOT SIGNAL AT EUSTACE IS VISIBLE AT THE GROUND.
 CS0337'
 CS0337'AN 87 FOOT SIGNAL AT TWIN IS VISIBLE AT THE GROUND.
 CS0337'
 CS0337'A 100 FOOT SIGNAL AT TOOL IS VISIBLE AT 37 FEET
 CS0337'
 CS0337'AN 87 FOOT SIGNAL AT LACY IS VISIBLE AT 37 FEET.
 CS0337'
 CS0337'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS0337
 CS0337                          STATION RECOVERY (1947)
 CS0337
 CS0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS0337'0.8 MI SE FROM MABANK.
 CS0337'0.8 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0337'STATION AT MABANK, 0.1 MILE NORTHWEST OF A DIRT ROAD CROSSING, 113.0
 CS0337'FEET NORTHEAST OF THE NORTHEAST RAIL, 55.0 FEET SOUTHWEST OF THE
 CS0337'CENTER LINE OF U.S. HIGHWAY 175, 128.5 FEET NORTHWEST OF MABANK R.M.
 CS0337'NO. 2, 103.9 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM MABANK R.M.
 CS0337'NO. 1, 8.0 FEET SOUTHWEST OF A 4X4 MARKER POST.  A BRONZE
 CS0337'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS0337'PROJECTS 5 INCHES ABOVE THE GROUND.
 CS0337
 CS0337                          STATION RECOVERY (1949)
 CS0337
 CS0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0337'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.G. IN 1947.
 CS0337'THE STATION MARK, AZIMUTH MARK, AND R.M. NO. 1 WERE FOUND
 CS0337'IN GOOD CONDITION.  THE DISTANCE TO R.M. NO. 1 WAS CHECKED
 CS0337'AND FOUND TO BE CORRECT.  REFERENCE MARK NO. 2 HAS BEEN
 CS0337'DESTROYED BY ROAD GRADING, AND A NEW MARK (R.M. NO. 4) WAS
 CS0337'ESTABLISHED TO TAKE ITS PLACE.  A TOWER COULD NOT BE BUILT
 CS0337'OVER THE STATION BECAUSE OF A POWERLINE.  A NEW MARK (R.M. NO.
 CS0337'3) WAS ESTABLISHED AND USED AS MABANK ECC.  THE 1947 DESCRIPTION
 CS0337'IS ADEQUATE EXCEPT FOR THE FOLLOWING ADDITION.
 CS0337'
 CS0337'REFERENCE MARK NO. 3 (MABANK ECC.) IS 102 FEET SOUTHEAST
 CS0337'OF THE NORTHEAST CORNER OF A SMALL HOUSE, 78 FEET SOUTHWEST
 CS0337'OF THE CENTERLINE OF THE HIGHWAY, AND 29 FEET SOUTHWEST
 CS0337'OF A POWER POLE.  THE DISK IS STAMPED MABANK NO 3 1949 AND
 CS0337'IS SET 10 INCHES BELOW THE SURFACE OF THE GROUND. .
 CS0337'
 CS0337'REFERENCE MARK NO. 4 IS 47 FEET NORTHEAST OF THE CENTERLINE
 CS0337'OF THE HIGHWAY, 4 FEET SOUTH OF A FENCELINE, AND 4 FEET
 CS0337'NORTHWEST OF A WITNESS POST.  THE DISK IS STAMPED MABANK
 CS0337'NO 4 1949, AND PROJECTS 6 INCHES. .
 CS0337'
 CS0337'A TRAVERSE CONNECTION WAS MADE FROM THE STATION TO R.M. NO. 3.
 CS0337
 CS0337                          STATION RECOVERY (1974)
 CS0337
 CS0337'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (MM)
 CS0337'MABANK 1947 UNABLE TO LOCATE.
 CS0337'
 CS0337'MABANK NO 3 1949 LOCATED IN GOOD COND.
 CS0337'
 CS0337'AZIMUTH REF. MARK NO. 1 AND NO. 4 LOCATED IN GOOD COND.
 CS0337'
 CS0337'TEXAS HIGHWAY DEPT. SET NEW STEEL GUARD POST BY REF. MARK NO. 1 AND
 CS0337'NO. 4 AND 2 SOUTHWEST MABANK REF. NO. 3 STEELGUARD POST 2 N.W. OF
 CS0337'REF. MARK NO. 4.
 CS0337'
 CS0337'STEELGUARD POST 2 FEET SE OF REF. MARK NO. 1.
 CS0337'
 CS0337'THESE MARKS WERE USED FOR GOOD RESULTS.
 CS0337
 CS0337                          STATION RECOVERY (1984)
 CS0337
 CS0337'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CS0337'STATION STAMPED MABANK 1947 RECOVERED IN GOOD CONDITION, 1 FOOT
 CS0337'BELOW GROUND LEVEL.  RM NO 1 SEARCHED FOR WITH COMPASS AND PACING,
 CS0337'NOT RECOVERED.  RM NO 2 NOT SEARCHED FOR.  RM NO 3 STAMPED MABANK
 CS0337'NO. 3 1949 RECOVERED IN GOOD CONDITION 2 FEET N.W. OF A 4 FOOT
 CS0337'STEEL WITNESS POST AND 1 FOOT BELOW GROUND LEVEL.  RM NO 4
 CS0337'STAMPED MABANK NO. 4 1949 RECOVERED IN GOOD CONDITION FLUSH WITH
 CS0337'GROUND LEVEL.  AZIMUTH MARK STAMPED MABANK 1947 RECOVERED IN
 CS0337'GOOD CONDITION.
 CS0337
 CS0337                          STATION RECOVERY (1984)
 CS0337
 CS0337'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CS0337'RECOVERED IN GOOD CONDITION.
 CS0337
 CS0337                          STATION RECOVERY (1993)
 CS0337
 CS0337'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2614 ***********************************************************************
 CS2614  DESIGNATION -  MABANK 1947 RM 3
 CS2614  PID         -  CS2614
 CS2614  STATE/COUNTY-  TX/KAUFMAN
 CS2614  USGS QUAD   -  MABANK (1981)
 CS2614
 CS2614                         *CURRENT SURVEY CONTROL
 CS2614  ___________________________________________________________________
 CS2614* NAD 83(1993)-  32 21 35.92836(N)    096 05 21.31239(W)     ADJUSTED  
 CS2614* NAVD 88     -       125.63   (+/-2cm)     412.2    (feet)  VERTCON   
 CS2614  ___________________________________________________________________
 CS2614  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CS2614  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS2614
 CS2614  HORZ ORDER  -  SECOND
 CS2614  VERT ORDER  -  THIRD ? (See Below)
 CS2614
 CS2614.The horizontal coordinates were established by classical geodetic methods
 CS2614.and adjusted by the National Geodetic Survey in February 1996..
 CS2614
 CS2614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2614.The vertical order pertains to the NGVD 29 superseded value.
 CS2614
 CS2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2614
 CS2614.The geoid height was determined by GEOID03.
 CS2614
 CS2614;                    North         East     Units Scale Factor Converg.
 CS2614;SPC TXNC     - 2,079,485.877   826,872.102   MT  0.99994494   +1 18 53.3
 CS2614;SPC TXNC     - 6,822,446.58  2,712,829.55   sFT  0.99994494   +1 18 53.3
 CS2614;UTM  14      - 3,584,063.792   773,906.660   MT  1.00052529   +1 33 32.1
 CS2614
 CS2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2614!SPC TXNC     -   0.99998426  x   0.99994494  =   0.99992921
 CS2614!UTM  14      -   0.99998426  x   1.00052529  =   1.00050955
 CS2614
 CS2614                          SUPERSEDED SURVEY CONTROL
 CS2614
 CS2614  NAD 83(1986)-  32 21 35.93581(N)    096 05 21.29638(W) AD(       ) 2
 CS2614  NAD 27      -  32 21 35.42000(N)    096 05 20.39500(W) AD(       ) 2
 CS2614  NGVD 29 (07/19/86)  125.64   (m)          412.2    (f) LEVELING    3  
 CS2614
 CS2614.Superseded values are not recommended for survey control.
 CS2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2614.See file dsdata.txt to determine how the superseded data were derived.
 CS2614
 CS2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7390784064(NAD 83)
 CS2614_MARKER: DR = REFERENCE MARK DISK
 CS2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2614+STABILITY: SURFACE MOTION
 CS2614
 CS2614  HISTORY     - Date     Condition        Report By
 CS2614  HISTORY     - 1949     MONUMENTED       CGS
 CS2614  HISTORY     - 1984     GOOD             TXHD
 CS2614
 CS2614                          STATION DESCRIPTION
 CS2614
 CS2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2614'THIS STATION IS LOCATED 165 FEET WEST-NORTHWEST OF TRIANGULATION
 CS2614'STATION MABANK 1947 AND IS INCLUDED IN THE DESCRIPTION FOR
 CS2614'THAT STATION.  IT IS 102 FEET SOUTHEAST OF THE NORTHEAST
 CS2614'CORNER OF A SMALL HOUSE, 78 FEET SOUTHWEST OF THE CENTERLINE
 CS2614'OF U.S. HIGHWAY 175, AND 29 FEET SOUTHWEST OF A POWER POLE.
 CS2614'THE DISK IS STAMPED MABANK NO 3 1949 AND IS SET 10 INCHES
 CS2614'BELOW THE SURFACE OF THE GROUND.
 CS2614'
 CS2614'A TRAVERSE CONNECTION WAS MADE FROM MABANK 1947 TO THIS
 CS2614'MARK.
 CS2614'
 CS2614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 175
 CS2614'AND STATE HIGHWAY 198, IN MABANK, GO SOUTHEAST ON HIGHWAY
 CS2614'175 FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 CS2614'
 CS2614'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CS2614
 CS2614                          STATION RECOVERY (1984)
 CS2614
 CS2614'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CS2614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0340 ***********************************************************************
 CS0340  DESIGNATION -  MABANK AZ MK
 CS0340  PID         -  CS0340
 CS0340  STATE/COUNTY-  TX/KAUFMAN
 CS0340  USGS QUAD   -  MABANK (1981)
 CS0340
 CS0340                         *CURRENT SURVEY CONTROL
 CS0340  ___________________________________________________________________
 CS0340* NAD 83(1986)-  32 21 44.     (N)    096 05 29.     (W)     SCALED    
 CS0340* NAVD 88     -       119.098  (meters)     390.74   (feet)  ADJUSTED  
 CS0340  ___________________________________________________________________
 CS0340  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0340  DYNAMIC HT  -         118.962 (meters)     390.29  (feet)  COMP
 CS0340  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 CS0340
 CS0340  VERT ORDER  -  SECOND    CLASS 0
 CS0340
 CS0340.The horizontal coordinates were scaled from a topographic map and have
 CS0340.an estimated accuracy of +/- 6 seconds.
 CS0340
 CS0340.The orthometric height was determined by differential leveling
 CS0340.and adjusted by the National Geodetic Survey in June 1991..
 CS0340
 CS0340.The geoid height was determined by GEOID03.
 CS0340
 CS0340.The dynamic height is computed by dividing the NAVD 88
 CS0340.geopotential number by the normal gravity value computed on the
 CS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0340.degrees latitude (g = 980.6199 gals.).
 CS0340
 CS0340.The modeled gravity was interpolated from observed gravity values.
 CS0340
 CS0340;                    North         East    Units  Estimated Accuracy
 CS0340;SPC TXNC     - 2,079,730.      826,670.      MT  (+/- 180 meters Scaled)
 CS0340
 CS0340                          SUPERSEDED SURVEY CONTROL
 CS0340
 CS0340  NGVD 29 (??/??/92)  119.105  (m)          390.76   (f) ADJ UNCH    2 0
 CS0340
 CS0340.Superseded values are not recommended for survey control.
 CS0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0340.See file dsdata.txt to determine how the superseded data were derived.
 CS0340
 CS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA736843(NAD 83)
 CS0340_MARKER: DZ = AZIMUTH MARK DISK
 CS0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0340_SP_SET: SIDEWALK
 CS0340_STAMPING: MABANK 1947
 CS0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0340
 CS0340  HISTORY     - Date     Condition        Report By
 CS0340  HISTORY     - 1947     MONUMENTED       CGS
 CS0340  HISTORY     - 1948     GOOD             CGS
 CS0340  HISTORY     - 1984     GOOD             TXHD
 CS0340  HISTORY     - 19930503 GOOD             USPSQD
 CS0340  HISTORY     - 20040605 GOOD             USPSQD
 CS0340
 CS0340                          STATION DESCRIPTION
 CS0340
 CS0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0340'0.5 MI SE FROM MABANK.
 CS0340'0.5 MILE SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE TEXAS AND NEW
 CS0340'ORLEANS RAILWAY STATION AT MABANK, 84.0 FEET SOUTH OF THE SOUTHEAST
 CS0340'CORNER OF THE FIRST BAPTIST ST. EMANUEL CHURCH, 80.1 FEET EAST OF THE
 CS0340'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT, 54.2
 CS0340'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP
 CS0340'OF THE CONCRETE SIDEWALK LEADING TO THE SOUTH ENTRANCE OF THE CHURCH.
 CS0340
 CS0340                          STATION RECOVERY (1984)
 CS0340
 CS0340'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CS0340'RECOVERED IN GOOD CONDITION.
 CS0340
 CS0340                          STATION RECOVERY (1993)
 CS0340
 CS0340'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0340'RECOVERED IN GOOD CONDITION.
 CS0340
 CS0340                          STATION RECOVERY (2004)
 CS0340
 CS0340'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CS0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2620 ***********************************************************************
 CS2620  DESIGNATION -  MABANK MUNICIPAL TANK
 CS2620  PID         -  CS2620
 CS2620  STATE/COUNTY-  TX/KAUFMAN
 CS2620  USGS QUAD   -  MABANK (1981)
 CS2620
 CS2620                         *CURRENT SURVEY CONTROL
 CS2620  ___________________________________________________________________
 CS2620* NAD 83(1993)-  32 21 59.92992(N)    096 05 58.52862(W)     ADJUSTED  
 CS2620* NAVD 88     -                                                        
 CS2620  ___________________________________________________________________
 CS2620  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CS2620  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS2620
 CS2620  HORZ ORDER  -  THIRD
 CS2620
 CS2620.The horizontal coordinates were established by classical geodetic methods
 CS2620.and adjusted by the National Geodetic Survey in February 1996..
 CS2620
 CS2620
 CS2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2620
 CS2620.The geoid height was determined by GEOID03.
 CS2620
 CS2620;                    North         East     Units Scale Factor Converg.
 CS2620;SPC TXNC     - 2,080,202.701   825,882.501   MT  0.99994356   +1 18 33.0
 CS2620;SPC TXNC     - 6,824,798.36  2,709,582.84   sFT  0.99994356   +1 18 33.0
 CS2620;UTM  14      - 3,584,776.802   772,913.437   MT  1.00051859   +1 33 13.1
 CS2620
 CS2620                          SUPERSEDED SURVEY CONTROL
 CS2620
 CS2620  NAD 83(1986)-  32 21 59.93736(N)    096 05 58.51258(W) AD(       ) 4
 CS2620  NAD 27      -  32 21 59.42500(N)    096 05 57.61500(W) AD(       ) 3
 CS2620
 CS2620.Superseded values are not recommended for survey control.
 CS2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2620.See file dsdata.txt to determine how the superseded data were derived.
 CS2620
 CS2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7291384777(NAD 83)
 CS2620_MARKER: 51 = TANK
 CS2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2620+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 CS2620
 CS2620  HISTORY     - Date     Condition        Report By
 CS2620  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2620  HISTORY     - 1949     GOOD             CGS
 CS2620  HISTORY     - 1956     GOOD             CGS
 CS2620  HISTORY     - 19930608 GOOD             USPSQD
 CS2620  HISTORY     - 20040605 GOOD             USPSQD
 CS2620  HISTORY     - 20040708 GOOD             USPSQD
 CS2620  HISTORY     - 20060507 GOOD             GEOCAC
 CS2620
 CS2620                          STATION DESCRIPTION
 CS2620
 CS2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2620'LOCATED IN THE NORTH CENTER SECTION OF TOWN, ABOUT 100 YARDS
 CS2620'NORTH OF THE MAIN STREET AND 0.1 MILE EAST OF STATE HIGHWAY
 CS2620'198.  IT IS A 4-LEGGED STEEL STRUCTURE PAINTED BLACK SUPPORTING
 CS2620'A CYLINDRICAL STEEL TANK PAINTED ALUMINUM WITH THE NAME
 CS2620'MABANK IN LARGE BLACK LETTERS ON THE EAST AND WEST SIDES.
 CS2620'
 CS2620'THE HEIGHT IS APPROXIMATELY 115 FEET AND THE POINT OBSERVED UPON
 CS2620'WAS THE SMALL BALL ON THE EXTREME TOP.
 CS2620
 CS2620                          STATION RECOVERY (1949)
 CS2620
 CS2620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2620'THE STATION IS LOCATED IN THE TOWN OF MABANK, ABOUT 2 BLOCKS
 CS2620'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 175 AND STATE HIGHWAY
 CS2620'198.  IT IS A 4 LEGGED STEEL STRUCTURE, ABOUT 90 FEET HIGH, AND
 CS2620'IS 30 FEET SQUARE AT THE BASE.  IT IS PAINTED BLACK, AND HAS
 CS2620'THE NAME MABANK PAINTED IN WHITE LETTERS ON THE BOWL OF THE
 CS2620'TANK.
 CS2620'
 CS2620'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CS2620
 CS2620                          STATION RECOVERY (1956)
 CS2620
 CS2620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CS2620'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2620'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2620
 CS2620                          STATION RECOVERY (1993)
 CS2620
 CS2620'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS2620'RECOVERED IN GOOD CONDITION.
 CS2620
 CS2620                          STATION RECOVERY (2004)
 CS2620
 CS2620'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CS2620'RECOVERED IN GOOD CONDITION.
 CS2620
 CS2620                          STATION RECOVERY (2004)
 CS2620
 CS2620'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CS2620'RECOVERED AS DESCRIBED. THE TANK IS PAINTED WHITE.
 CS2620
 CS2620                          STATION RECOVERY (2006)
 CS2620
 CS2620'RECOVERY NOTE BY GEOCACHING 2006 (KLN)
 CS2620'THE TANK WAS FOUND IN GOOD CONDITION. THE COLOR HAS CHANGED FROM THE
 CS2620'LAST COLOR DESCRIPTION THOUGH.  IT IS NOW ALL WHITE, WITH MABANK
 CS2620'PAINTED IN GREEN ON THE TANK.  THE ROUND FINIAL AT THE VERY TOP IS
 CS2620'STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0338 ***********************************************************************
 CS0338  DESIGNATION -  MABANK RM 1
 CS0338  PID         -  CS0338
 CS0338  STATE/COUNTY-  TX/KAUFMAN
 CS0338  USGS QUAD   -  MABANK (1981)
 CS0338
 CS0338                         *CURRENT SURVEY CONTROL
 CS0338  ___________________________________________________________________
 CS0338* NAD 83(1986)-  32 21 35.     (N)    096 05 19.     (W)     SCALED    
 CS0338* NAVD 88     -       125.235  (meters)     410.88   (feet)  ADJUSTED  
 CS0338  ___________________________________________________________________
 CS0338  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0338  DYNAMIC HT  -         125.092 (meters)     410.41  (feet)  COMP
 CS0338  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CS0338
 CS0338  VERT ORDER  -  SECOND    CLASS 0
 CS0338
 CS0338.The horizontal coordinates were scaled from a topographic map and have
 CS0338.an estimated accuracy of +/- 6 seconds.
 CS0338
 CS0338.The orthometric height was determined by differential leveling
 CS0338.and adjusted by the National Geodetic Survey in June 1991..
 CS0338
 CS0338.The geoid height was determined by GEOID03.
 CS0338
 CS0338.The dynamic height is computed by dividing the NAVD 88
 CS0338.geopotential number by the normal gravity value computed on the
 CS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0338.degrees latitude (g = 980.6199 gals.).
 CS0338
 CS0338.The modeled gravity was interpolated from observed gravity values.
 CS0338
 CS0338;                    North         East    Units  Estimated Accuracy
 CS0338;SPC TXNC     - 2,079,460.      826,930.      MT  (+/- 180 meters Scaled)
 CS0338
 CS0338                          SUPERSEDED SURVEY CONTROL
 CS0338
 CS0338  NGVD 29 (??/??/92)  125.242  (m)          410.90   (f) ADJ UNCH    2 0
 CS0338
 CS0338.Superseded values are not recommended for survey control.
 CS0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0338.See file dsdata.txt to determine how the superseded data were derived.
 CS0338
 CS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA739840(NAD 83)
 CS0338_MARKER: DR = REFERENCE MARK DISK
 CS0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0338_STAMPING: MABANK NO 1 1947
 CS0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0338+STABILITY: SURFACE MOTION
 CS0338
 CS0338  HISTORY     - Date     Condition        Report By
 CS0338  HISTORY     - 1947     MONUMENTED       CGS
 CS0338  HISTORY     - 1984     MARK NOT FOUND   TXHD
 CS0338  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CS0338
 CS0338                          STATION DESCRIPTION
 CS0338
 CS0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0338'0.8 MI SE FROM MABANK.
 CS0338'0.8 MILE SOUTHEAST ALONG THE TRACK FROM THE TEXAS AND NEW ORLEANS
 CS0338'RAILROAD STATION AT MABANK, 0.1 MILE NORTHWEST OF A DIRT ROAD
 CS0338'CROSSING, 217.0 FEET NORTHEAST OF AND ACROSS U.S. HIGHWAY NO. 175 FROM
 CS0338'THE NORTHEAST RAIL, 49.0 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY,
 CS0338'165.0 FEET NORTH OF AND ACROSS THE HIGHWAY FROM REFERENCE MARK MABANK
 CS0338'NO 2, 103.9 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM MABANK
 CS0338'TRIANGULATION STATION, BRONZE REFERENCE MARK DISK SET IN A CONCRETE
 CS0338'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.4 FOOT.
 CS0338
 CS0338                          STATION RECOVERY (1984)
 CS0338
 CS0338'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CS0338'MARK NOT FOUND.
 CS0338
 CS0338                          STATION RECOVERY (2004)
 CS0338
 CS0338'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CS0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0654 ***********************************************************************
 AO0654  DESIGNATION -  MABRY
 AO0654  PID         -  AO0654
 AO0654  STATE/COUNTY-  TX/FRIO
 AO0654  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0654
 AO0654                         *CURRENT SURVEY CONTROL
 AO0654  ___________________________________________________________________
 AO0654* NAD 83(1993)-  28 48 37.04115(N)    099 02 21.32424(W)     ADJUSTED  
 AO0654* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 AO0654  ___________________________________________________________________
 AO0654  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AO0654  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AO0654
 AO0654  HORZ ORDER  -  FIRST
 AO0654
 AO0654.The horizontal coordinates were established by classical geodetic methods
 AO0654.and adjusted by the National Geodetic Survey in February 1996..
 AO0654
 AO0654.The orthometric height was scaled from a topographic map.
 AO0654
 AO0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0654
 AO0654.The geoid height was determined by GEOID03.
 AO0654
 AO0654;                    North         East     Units Scale Factor Converg.
 AO0654;SPC TXSC     - 4,108,274.726   596,168.268   MT  0.99990486   -0 01 09.2
 AO0654;SPC TXSC     -13,478,564.66  1,955,928.73   sFT  0.99990486   -0 01 09.2
 AO0654;UTM  14      - 3,186,968.215   496,169.436   MT  0.99960018   -0 01 08.1
 AO0654
 AO0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0654!SPC TXSC     -   0.99997164  x   0.99990486  =   0.99987651
 AO0654!UTM  14      -   0.99997164  x   0.99960018  =   0.99957183
 AO0654
 AO0654:                Primary Azimuth Mark                     Grid Az
 AO0654:SPC TXSC     -  MABRY AZ MK                              017 08 11.9
 AO0654:UTM  14      -  MABRY AZ MK                              017 08 10.8
 AO0654
 AO0654|---------------------------------------------------------------------|
 AO0654| PID    Reference Object                     Distance      Geod. Az  |
 AO0654|                                                           dddmmss.s |
 AO0654| CV5580 MABRY AZ MK                                        0170702.7 |
 AO0654| AO0656 PEARSALL TV RELAY MAST              101.572 METERS 01839     |
 AO0654| CV5584 MABRY RM 3                           21.853 METERS 03206     |
 AO0654| CV5581 MABRY AZ MK 2                                      0442317.9 |
 AO0654| CV5582 MABRY RM 1                           44.046 METERS 08116     |
 AO0654| CV5583 MABRY RM 2                           24.517 METERS 14804     |
 AO0654| AO0649 PEARSALL FRIO CO CTHSE SPIRE        APPROX.10.1 KM 3283633.2 |
 AO0654| AO0650 PEARSALL METHODIST CH SPIRE         APPROX.10.2 KM 3285842.1 |
 AO0654|---------------------------------------------------------------------|
 AO0654
 AO0654                          SUPERSEDED SURVEY CONTROL
 AO0654
 AO0654  NAD 83(1986)-  28 48 37.04217(N)    099 02 21.30402(W) AD(       ) 1
 AO0654  NAD 27      -  28 48 36.13700(N)    099 02 20.19000(W) AD(       ) 1
 AO0654
 AO0654.Superseded values are not recommended for survey control.
 AO0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0654.See file dsdata.txt to determine how the superseded data were derived.
 AO0654
 AO0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9616986968(NAD 83)
 AO0654_MARKER: DS = TRIANGULATION STATION DISK
 AO0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0654_PROJECTION: FLUSH
 AO0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0654+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 AO0654
 AO0654  HISTORY     - Date     Condition        Report By
 AO0654  HISTORY     - 1935     MONUMENTED       CGS
 AO0654  HISTORY     - 1937     GOOD             TXHD
 AO0654  HISTORY     - 1971     GOOD             NGS
 AO0654  HISTORY     - 19950724 MARK NOT FOUND   USPSQD
 AO0654  HISTORY     - 19960927 GOOD             USPSQD
 AO0654  HISTORY     - 20030815 GOOD             USPSQD
 AO0654
 AO0654                          STATION DESCRIPTION
 AO0654
 AO0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0654'STATION IS ON THE LAND OF MRS. ED. CLEMENS, 6-1/2 MILES SSE
 AO0654'OF PEARSALL, AND 6-1/4 MILES ENE OF DERBY.  STATION IS AT
 AO0654'THE CORNER OF A LOT FENCE, 125 FEET WSW FROM THE HOUSE OF
 AO0654'J.D. MABRY, RENTER, AND 90 FEET W OF WINDMILL.
 AO0654'
 AO0654'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0654'BRONZE DISKS SET IN CONCRETE.
 AO0654'
 AO0654'REFERENCE MARK NO. 1 IS SET AT SW BASE OF WINDMILL.
 AO0654'
 AO0654'REFERENCE MARK NO. 2 IS SET IN EW FENCE LINE.
 AO0654'
 AO0654'AZIMUTH MARK IS SET IN AN N-S FENCE LINE--REACHED FROM STATION
 AO0654'BY GOING E ON ROAD PAST HOUSE FOR 0.45 MILE TO WIRE GATE AND
 AO0654'ROAD, TURN LEFT (N) AND GO 0.2 MILE AND AZIMUTH SET IN FENCE
 AO0654'LINE ON LEFT.
 AO0654'
 AO0654'TO REACH STATION FROM THE POST OFFICE IN PEARSALL GO S ON
 AO0654'U.S. HIGHWAY 81 FOR 1.5 MILES, THEN TAKE T-ROAD LEFT OFF U.S.
 AO0654'HIGHWAY 81 JUST PAST CONCRETE BRIDGE FOR 5.85 MILES, THEN
 AO0654'TURN RIGHT THRU WIRE GATE ON LEFT AND GO FOR 0.45 MILE TO
 AO0654'HOME OF J.D. MABRY AND STATION.
 AO0654'
 AO0654'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AO0654
 AO0654                          STATION RECOVERY (1937)
 AO0654
 AO0654'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0654'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 AO0654'AS DESCRIBED.  DIRECTIONS FOR REACHING STATION ARE GOOD EXCEPT
 AO0654'FOR ONE POINT, THAT IS DESCRIPTION SHOULD READ TURN RIGHT
 AO0654'THROUGH WIRE GATE ON RIGHT.  HOUSE IS VACANT NOW.
 AO0654
 AO0654                          STATION RECOVERY (1971)
 AO0654
 AO0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0654'RM 2 TO RM 3 OBSTRUCTED BY BRUSH AND WINDMILL TOWER.
 AO0654'
 AO0654'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 AO0654'AZIMUTH MARK WAS NOT RECOVERED.  REFERENCE MARK 1 IS OBSTRUCTED BY
 AO0654'A CONCRETE WATER TANK THEREFORE THE DISTANCE AND DIRECTION COULD
 AO0654'NOT BE CHECKED.  A DIFFERENCE OF 13 MINUTES, 18 SECONDS IN THE
 AO0654'DIRECTION AND 0.017 METER LONGER IN THE DISTANCE TO REFERENCE
 AO0654'MARK 2 WAS NOTED.  A REFERENCE MARK 3 AND AN AZIMUTH MARK WERE
 AO0654'ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 AO0654'
 AO0654'THE STATION IS ABOUT 10 MILES NORTH AND 8 MILES EAST OF DILLEY, 6
 AO0654'MILES SOUTH AND 3 MILES EAST OF PEARSALL, 1/2 MILE SOUTHWEST OF
 AO0654'FARM ROAD 1582, ON THE SUMMIT OF A SMALL, BRUSH COVERED RISE IN
 AO0654'A FENCED AREA IN A PASTURE OWNED BY MRS. J.H. WOODWARD.
 AO0654'
 AO0654'TO REACH THE STATION FROM THE POST OFFICE IN PEARSALL, GO SOUTH
 AO0654'ON U.S. HIGHWAY 81 FOR 1.5 MILES TO THE JUNCTION WITH FARM ROAD
 AO0654'1582 ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON FARM ROAD 1582
 AO0654'FOR 5.5 MILES TO A PAVED SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON
 AO0654'FARM ROAD 1582 FOR 0.6 MILE TO A TRACK ROAD, A BOARD GATE AND THE
 AO0654'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON TRACK
 AO0654'ROAD FOR 0.45 MILE TO AN OLD BARN.  TURN RIGHT AND GO NORTHWEST
 AO0654'FOR 0.05 MILE TO A FENCED IN AREA AND THE STATION.
 AO0654'
 AO0654'STATION MARK IS A STANDARD DISK, STAMPED MABRY 1935, SET IN THE TOP
 AO0654'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS 4 INCHES BELOW
 AO0654'THE GROUND SURFACE.  IT IS 67.0 FEET SOUTH OF A WITNESS POST, 22.0
 AO0654'FEET WEST OF A FENCE CORNER AND 16.0 FEET SOUTHWEST OF A FENCE.
 AO0654'
 AO0654'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MABRY NO 1 1935, SET
 AO0654'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0654'6 INCHES ABOVE THE GROUND.  IT IS 103.0 FEET SOUTHEAST OF A
 AO0654'NORTHEAST-SOUTHWEST FENCE LINE, 49.0 FEET NORTHWEST OF THE
 AO0654'NORTHWEST CORNER OF AN OLD BARN, 9.0 FEET NORTHEAST OF THE CONCRETE
 AO0654'WATER TANK AND ABOUT 5 FEET LOWER THAN THE STATION.
 AO0654'
 AO0654'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MABRY NO 2 1935, SET
 AO0654'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0654'12 INCHES ABOVE THE GROUND.  IT IS 17.5 FEET SOUTHWEST OF THE
 AO0654'SOUTHWEST CORNER OF A SMALL CORRAL AND ABOUT 2 FEET LOWER THAN THE
 AO0654'STATION.
 AO0654'
 AO0654'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MABRY 1935 NO 3 1971,
 AO0654'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0654'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 92.7 FEET WEST-NORTHWEST
 AO0654'OF THE CONCRETE WATER TANK, 4.9 FEET NORTHEAST OF THE WITNESS
 AO0654'POST, 0.4 FOOT SOUTHEAST OF THE NORTHEAST-SOUTHWEST FENCE LINE AND
 AO0654'ABOUT THE SAME ELEVATION AS THE STATION.
 AO0654'
 AO0654'AZIMUTH MARK IS A STANDARD DISK, STAMPED MABRY 1935 1971, SET IN THE
 AO0654'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AO0654'INCHES ABOVE THE GROUND.  IT IS 39.0 FEET SOUTHWEST OF THE CENTER
 AO0654'OF FARM ROAD 1582, 20.0 FEET SOUTHWEST OF THE CENTER OF A TRACK
 AO0654'ROAD, 2.0 FEET NORTHWEST OF A WITNESS POST AND 0.8 FOOT NORTHEAST
 AO0654'OF A FENCE.
 AO0654'
 AO0654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 AO0654'SOUTH-SOUTHEAST OF PEARSALL.
 AO0654'
 AO0654'HEIGHT OF LIGHT ABOVE STATION MARK 11.1 FEET.
 AO0654
 AO0654                          STATION RECOVERY (1995)
 AO0654
 AO0654'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0654'MARK NOT FOUND.
 AO0654
 AO0654                          STATION RECOVERY (1996)
 AO0654
 AO0654'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0654'RECOVERED IN GOOD CONDITION.
 AO0654
 AO0654                          STATION RECOVERY (2003)
 AO0654
 AO0654'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1344 ***********************************************************************
 GL1344  DESIGNATION -  MAC
 GL1344  PID         -  GL1344
 GL1344  STATE/COUNTY-  TX/SHERMAN
 GL1344  USGS QUAD   -  STRATFORD (1964)
 GL1344
 GL1344                         *CURRENT SURVEY CONTROL
 GL1344  ___________________________________________________________________
 GL1344* NAD 83(1993)-  36 16 23.18406(N)    102 02 52.23823(W)     ADJUSTED  
 GL1344* NAVD 88     -      1114.     (meters)    3655.     (feet)  SCALED    
 GL1344  ___________________________________________________________________
 GL1344  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 GL1344  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 GL1344
 GL1344  HORZ ORDER  -  SECOND
 GL1344
 GL1344.The horizontal coordinates were established by classical geodetic methods
 GL1344.and adjusted by the National Geodetic Survey in February 1996..
 GL1344
 GL1344.The orthometric height was scaled from a topographic map.
 GL1344
 GL1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1344
 GL1344.The geoid height was determined by GEOID03.
 GL1344
 GL1344;                    North         East     Units Scale Factor Converg.
 GL1344;SPC TX N     - 1,252,318.907   150,774.404   MT  1.00002218   -0 19 03.0
 GL1344;SPC TX N     - 4,108,649.61    494,665.69   sFT  1.00002218   -0 19 03.0
 GL1344;UTM  13      - 4,018,284.693   765,185.876   MT  1.00046656   +1 44 51.4
 GL1344;UTM  14      - 4,018,551.282   226,216.271   MT  1.00052367   -1 48 15.6
 GL1344
 GL1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1344!SPC TX N     -   0.99982928  x   1.00002218  =   0.99985145
 GL1344!UTM  13      -   0.99982928  x   1.00046656  =   1.00029576
 GL1344!UTM  14      -   0.99982928  x   1.00052367  =   1.00035286
 GL1344
 GL1344|---------------------------------------------------------------------|
 GL1344| PID    Reference Object                     Distance      Geod. Az  |
 GL1344|                                                           dddmmss.s |
 GL1344| GL0214 F 517                                 9.235 METERS 17139     |
 GL1344| CM9020 MAC RM 1                             10.830 METERS 25814     |
 GL1344| GL1342 STRATFORD GRAIN CO SW ELEVATOR      APPROX. 7.1 KM 3423856.2 |
 GL1344| GL0213 X 368                                              3514436.6 |
 GL1344|---------------------------------------------------------------------|
 GL1344
 GL1344                          SUPERSEDED SURVEY CONTROL
 GL1344
 GL1344  NAD 83(1993)-  36 16 23.18364(N)    102 02 52.23848(W) AD(       ) 2
 GL1344  NAD 83(1986)-  36 16 23.19463(N)    102 02 52.22744(W) AD(       ) 2
 GL1344  NAD 27      -  36 16 23.08500(N)    102 02 50.59200(W) AD(       ) 2
 GL1344
 GL1344.Superseded values are not recommended for survey control.
 GL1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1344.See file dsdata.txt to determine how the superseded data were derived.
 GL1344
 GL1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6518618285(NAD 83)
 GL1344_MARKER: DS = TRIANGULATION STATION DISK
 GL1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1344_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1344
 GL1344  HISTORY     - Date     Condition        Report By
 GL1344  HISTORY     - 1953     MONUMENTED       CGS
 GL1344
 GL1344                          STATION DESCRIPTION
 GL1344
 GL1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1344'THE STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY
 GL1344'287.  IT IS ABOUT 4-1/2 MILES AIRLINE SOUTH OF STRATFORD,
 GL1344'ABOUT 1 MILE AIRLINE NORTH OF SATREN, AND ABOUT 10 MILES
 GL1344'AIRLINE EAST-NORTHEAST OF CONLEN.
 GL1344'
 GL1344'THE STATION IS A STANDARD DISK STAMPED MAC 1953 AND SET
 GL1344'IN THE TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES IN DIAMETER
 GL1344'AND PROJECTS 8 INCHES.  IT IS 49 FEET WEST OF THE CENTER LNE
 GL1344'OF U.S. HIGHWAY 287, 49 FEET EAST OF THE EAST RAIL OF THE
 GL1344'SANTA FE RAILROAD.
 GL1344'
 GL1344'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAC
 GL1344'NO 1 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS
 GL1344'10 INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 13-1/2
 GL1344'FEET EAST OF THE EAST RAIL OF THE RAILROAD AND ABOUT THE
 GL1344'SAME ELEVATION AS THE STATION.
 GL1344'
 GL1344'BM F 517 WILL SERVE AS REFERENCE MARK NUMBER TWO.  IT IS A
 GL1344'STANDARD BENCH MARK DISK STAMPED F 517 1935 SET IN THE
 GL1344'TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 GL1344'IT IS 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 49
 GL1344'FEET EAST OF THE EAST RAIL OF THE RAILROAD AND ABOUT THE
 GL1344'SAME ELEVATION AS THE STATION.
 GL1344'
 GL1344'BM X 368 WILL SERVE AS THE AZIMUTH MARK.  IT IS A STANDARD BENCH
 GL1344'MARK DISK SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST
 GL1344'CONCRETE HEAD WALL OF A HIGHWAY BRIDGE THAT PROJECTS 15 INCHES.
 GL1344'IT IS 60 FEET EAST OF A SMALL RAILROAD BRIDGE, AND 15 FEET
 GL1344'WEST OF THE CENTER LINE OF THE HIGHWAY.  TO REACH THE MARK
 GL1344'FROM THE STATION GO NORTH ON THE HIGHWAY FOR 0.9 MILE TO THE
 GL1344'MARK ON THE LEFT.
 GL1344'
 GL1344'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54
 GL1344'AND 287 IN THE WEST EDGE OF STRATFORD GO SOUTH ON U.S. HIGHWAY
 GL1344'287 FOR 4.6 MILES TO THE STATION ON THE RIGHT.
 GL1344'
 GL1344'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0915 ***********************************************************************
 AV0915  DESIGNATION -  MAC 1923
 AV0915  PID         -  AV0915
 AV0915  STATE/COUNTY-  TX/JEFFERSON
 AV0915  USGS QUAD   -  SABINE PASS (1993)
 AV0915
 AV0915                         *CURRENT SURVEY CONTROL
 AV0915  ___________________________________________________________________
 AV0915* NAD 83(1993)-  29 40 39.63899(N)    093 59 41.02624(W)     ADJUSTED  
 AV0915* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0915  ___________________________________________________________________
 AV0915  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AV0915  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AV0915
 AV0915  HORZ ORDER  -  THIRD
 AV0915
 AV0915.The horizontal coordinates were established by classical geodetic methods
 AV0915.and adjusted by the National Geodetic Survey in February 1996..
 AV0915
 AV0915.The orthometric height was scaled from a topographic map.
 AV0915
 AV0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0915
 AV0915.The geoid height was determined by GEOID03.
 AV0915
 AV0915;                    North         East     Units Scale Factor Converg.
 AV0915;SPC TXSC     - 4,214,767.974 1,084,287.457   MT  0.99988107   +2 27 07.7
 AV0915;SPC TXSC     -13,827,951.26  3,557,366.43   sFT  0.99988107   +2 27 07.7
 AV0915;SPC TX C     - 3,018,698.922 1,313,312.653   MT  1.00014609   +3 15 53.1
 AV0915;SPC TX C     - 9,903,848.05  4,308,759.93   sFT  1.00014609   +3 15 53.1
 AV0915;SPC LA S     -   133,530.831   742,424.229   MT  0.99994155   -1 19 50.6
 AV0915;SPC LA S     -   438,092.40  2,435,770.16   sFT  0.99994155   -1 19 50.6
 AV0915;UTM  15      - 3,283,483.988   403,749.640   MT  0.99971430   -0 29 33.2
 AV0915
 AV0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0915!SPC TXSC     -   1.00000407  x   0.99988107  =   0.99988514
 AV0915!SPC TX C     -   1.00000407  x   1.00014609  =   1.00015016
 AV0915!SPC LA S     -   1.00000407  x   0.99994155  =   0.99994562
 AV0915!UTM  15      -   1.00000407  x   0.99971430  =   0.99971837
 AV0915
 AV0915                          SUPERSEDED SURVEY CONTROL
 AV0915
 AV0915  NAD 83(1993)-  29 40 39.63887(N)    093 59 41.02612(W) AD(       ) 3
 AV0915  NAD 83(1986)-  29 40 39.66142(N)    093 59 41.01291(W) AD(       ) 3
 AV0915  NAD 27      -  29 40 38.89500(N)    093 59 40.39300(W) AD(       ) 3
 AV0915
 AV0915.Superseded values are not recommended for survey control.
 AV0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0915.See file dsdata.txt to determine how the superseded data were derived.
 AV0915
 AV0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0375083484(NAD 83)
 AV0915_MARKER: DS = TRIANGULATION STATION DISK
 AV0915_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0915_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0915
 AV0915  HISTORY     - Date     Condition        Report By
 AV0915  HISTORY     - 1923     MONUMENTED       CGS
 AV0915  HISTORY     - 1960     MARK NOT FOUND   CGS
 AV0915
 AV0915                          STATION DESCRIPTION
 AV0915
 AV0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FSB)
 AV0915'STATION IS ABOUT 9 MILES W OF SABINE PASS AND 4 MILES E OF
 AV0915'MAC FADDENS BEACH.  IT IS LOCATED ON GRASSY MARSH ABOUT 65
 AV0915'METERS FROM HIGH-WATER LINE.  THE ROAD TO MC FADDEN BEACH
 AV0915'PASSES ABOUT 1/2 MILE INSHORE FROM THIS STATION.
 AV0915'
 AV0915'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE
 AV0915'AT THE CENTERS OF THE TOPS OF TILES.
 AV0915'
 AV0915'REFERENCE MARK 1 IS ON RANGE WITH TRIANGULATION STATION WEST
 AV0915'PORT ARTHUR, TEXAS OIL COMPANY, DOCKS, WATER TOWER.  REFERENCE
 AV0915'MARK 2 IS PRACTICALLY IN RANGE WITH SABINE PASS LIGHTHOUSE.
 AV0915'
 AV0915'STATION LOCATED BY SIX DIRECT AND SIX REVERSE OBSERVATIONS
 AV0915'FROM THREE MAIN-SCHEME STATIONS.  SUITABLE TO USE AS A BASE
 AV0915'END IN STARTING NEW WORK.
 AV0915'
 AV0915'HEIGHT OF LIGHT ABOVE STATION MARK - 32 METERS.
 AV0915
 AV0915                          STATION RECOVERY (1960)
 AV0915
 AV0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AV0915'LOST.  THE AREA WAS THOROUGHLY SEARCHED BUT THE STATION WAS
 AV0915'NOT FOUND.  THE LOCATION IS IN THICK MARSH GRASS AND IF THE MARK
 AV0915'STILL IS IN PLACE IT COULD BE RECOVERED BY TRIANGULATION
 AV0915'METHODS ONLY.  IT IS BELIEVED THE MARK HAS BEEN DESTROYED
 AV0915'BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1930 ***********************************************************************
 AY1930  DESIGNATION -  MACDONA
 AY1930  PID         -  AY1930
 AY1930  STATE/COUNTY-  TX/BEXAR
 AY1930  USGS QUAD   -  MACDONA (1991)
 AY1930
 AY1930                         *CURRENT SURVEY CONTROL
 AY1930  ___________________________________________________________________
 AY1930* NAD 83(1993)-  29 20 10.24710(N)    098 39 25.97052(W)     ADJUSTED  
 AY1930* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 AY1930  ___________________________________________________________________
 AY1930  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AY1930  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AY1930
 AY1930  HORZ ORDER  -  FIRST
 AY1930
 AY1930.The horizontal coordinates were established by classical geodetic methods
 AY1930.and adjusted by the National Geodetic Survey in February 1996..
 AY1930
 AY1930.The orthometric height was scaled from a topographic map.
 AY1930
 AY1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1930
 AY1930.The geoid height was determined by GEOID03.
 AY1930
 AY1930;                    North         East     Units Scale Factor Converg.
 AY1930;SPC TXSC     - 4,166,603.820   633,287.441   MT  0.99986324   +0 10 04.6
 AY1930;SPC TXSC     -13,669,932.70  2,077,710.55   sFT  0.99986324   +0 10 04.6
 AY1930;UTM  14      - 3,245,281.159   533,278.829   MT  0.99961367   +0 10 04.6
 AY1930
 AY1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1930!SPC TXSC     -   0.99997108  x   0.99986324  =   0.99983432
 AY1930!UTM  14      -   0.99997108  x   0.99961367  =   0.99958476
 AY1930
 AY1930|---------------------------------------------------------------------|
 AY1930| PID    Reference Object                     Distance      Geod. Az  |
 AY1930|                                                           dddmmss.s |
 AY1930| CV5586 MACDONA RM 1                         20.624 METERS 00349     |
 AY1930| AY0771 MACDONA AZ MK                                      1882826.9 |
 AY1930| CV5587 MACDONA RM 2                         23.965 METERS 26208     |
 AY1930|---------------------------------------------------------------------|
 AY1930
 AY1930                          SUPERSEDED SURVEY CONTROL
 AY1930
 AY1930  NAD 83(1986)-  29 20 10.25138(N)    098 39 25.95241(W) AD(       ) 1
 AY1930  NAD 27      -  29 20 09.40300(N)    098 39 24.87800(W) AD(       ) 1
 AY1930
 AY1930.Superseded values are not recommended for survey control.
 AY1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1930.See file dsdata.txt to determine how the superseded data were derived.
 AY1930
 AY1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3327945281(NAD 83)
 AY1930_MARKER: DS = TRIANGULATION STATION DISK
 AY1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1930
 AY1930  HISTORY     - Date     Condition        Report By
 AY1930  HISTORY     - 1953     MONUMENTED       CGS
 AY1930  HISTORY     - 1953     GOOD             AMS
 AY1930  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY1930
 AY1930                          STATION DESCRIPTION
 AY1930
 AY1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1930'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTHWEST OF THE CENTER
 AY1930'OF SAN ANTONIO, 2.5 MILES NORTHEAST OF THE VILLAGE OF MACDONA,
 AY1930'ON TOP OF THE SOUTHERN END OF A LONG PARTIALLY TIMBERED
 AY1930'RIDGE.  THE LAND IS OWNED BY MR. SYLVAN GURINSKY.
 AY1930'
 AY1930'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 AY1930'AND LOOP 13 AT SOUTHEAST EDGE OF SAN ANTONIO, GO WEST ON
 AY1930'LOOP 13 FOR 1.9 MILES TO A PAVED SIDE ROAD LEFT (FRIO CITY
 AY1930'ROAD), TURN LEFT, GO 4.6 MILES SOUTHWEST ON FRIO CITY ROAD
 AY1930'TO A GRAVEL ROAD RIGHT (NELSON ROAD), JUST BEFORE REACHING
 AY1930'A RAILROAD OVERPASS.  TURN RIGHT, FOLLOW NELSON ROAD WEST AND
 AY1930'NORTHWEST ALONG SOUTHERN PACIFIC RAILROAD TRACKS FOR 0.6 MILE
 AY1930'TO A LOCKED BOARD GATE ON THE RIGHT, *TURN RIGHT, PASS THROUGH
 AY1930'GATE AND GO 0.85 MILE NORTH ALONG RIGHT EDGE OF THE FIELD TO
 AY1930'A WIRE GATE, PASS THROUGH WIRE GATE AND CONTINUE NORTH UPHILL 0.15
 AY1930'MILE TO THE STATION SITE.
 AY1930'
 AY1930'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1930'POST PROJECTING 5 INCHES.  IT IS 8 FEET EAST OF THE CENTER
 AY1930'OF A TRACK ROAD, 6.5 FEET NORTH OF A WITNESS POST AND IS SET IN
 AY1930'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MACDONA 1953.
 AY1930'
 AY1930'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1930'POST PROJECTING 6 INCHES.  IT IS 14 FEET EAST OF THE CENTER
 AY1930'OF A TRACK ROAD, 4 FEET EAST OF A NORTH-SOUTH FENCE LINE AND IT
 AY1930'IS STAMPED MACDONA NO. 1 1953.
 AY1930'
 AY1930'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY1930'CONCRETE POST PROJECTING 3 INCHES.  IT IS 70 FEET WEST OF
 AY1930'THE CENTER OF A TRACK ROAD AND IS STAMPED MACDONA NO. 2 1953.
 AY1930'
 AY1930'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1930'POST PROJECTING 5 INCHES.  IT IS 42 FEET NORTH OF THE NORTH RAIL
 AY1930'OF THE SOUTHERN PACIFIC RAILROAD TRACKS, 29 FEET SOUTH OF THE
 AY1930'CENTER LINE OF A GRAVEL ROAD, 3.5 FEET EAST OF A TELEPHONE
 AY1930'POLE AND 2 FEET NORTHEAST OF A WITNESS POST.  IT IS STAMPED
 AY1930'MACDONA 1953.
 AY1930'
 AY1930'*TO REACH THE AZIMUTH FROM THIS BOARD GATE, GO WEST ON GRAVEL
 AY1930'ROAD FOR 0.2 MILE TO THE MARK ON LEFT SIDE OF THE ROAD.
 AY1930'
 AY1930'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1930
 AY1930                          STATION RECOVERY (1953)
 AY1930
 AY1930'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1930'STATION WAS RECOVERED IN GOOD CONDITION AND IS 7 FT. EAST OF
 AY1930'THE CENTERLINE OF N-S FARM LANE AND SET ON LINE OF A N-S FENCE.
 AY1930'IT IS 225 FT. NORTH OF THE WEST TIP OF AN E-W BRUSH DIKE, AND
 AY1930'IT IS 84 FEET S-SW OF THE WEST TIP OF AN E-W BRUSH DIKE.
 AY1930
 AY1930                          STATION RECOVERY (1999)
 AY1930
 AY1930'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0771 ***********************************************************************
 AY0771  DESIGNATION -  MACDONA AZ MK
 AY0771  PID         -  AY0771
 AY0771  STATE/COUNTY-  TX/BEXAR
 AY0771  USGS QUAD   -  MACDONA (1991)
 AY0771
 AY0771                         *CURRENT SURVEY CONTROL
 AY0771  ___________________________________________________________________
 AY0771* NAD 83(1986)-  29 19 22.     (N)    098 39 34.     (W)     SCALED    
 AY0771* NAVD 88     -       188.994  (meters)     620.06   (feet)  ADJUSTED  
 AY0771  ___________________________________________________________________
 AY0771  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AY0771  DYNAMIC HT  -         188.721 (meters)     619.16  (feet)  COMP
 AY0771  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 AY0771
 AY0771  VERT ORDER  -  FIRST     CLASS II
 AY0771
 AY0771.The horizontal coordinates were scaled from a topographic map and have
 AY0771.an estimated accuracy of +/- 6 seconds.
 AY0771
 AY0771.The orthometric height was determined by differential leveling
 AY0771.and adjusted by the National Geodetic Survey in June 1991..
 AY0771
 AY0771.The geoid height was determined by GEOID03.
 AY0771
 AY0771.The dynamic height is computed by dividing the NAVD 88
 AY0771.geopotential number by the normal gravity value computed on the
 AY0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0771.degrees latitude (g = 980.6199 gals.).
 AY0771
 AY0771.The modeled gravity was interpolated from observed gravity values.
 AY0771
 AY0771;                    North         East    Units  Estimated Accuracy
 AY0771;SPC TXSC     - 4,165,120.      633,080.      MT  (+/- 180 meters Scaled)
 AY0771
 AY0771                          SUPERSEDED SURVEY CONTROL
 AY0771
 AY0771  NGVD 29 (??/??/92)  188.868  (m)          619.64   (f) ADJ UNCH    1 2
 AY0771
 AY0771.Superseded values are not recommended for survey control.
 AY0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0771.See file dsdata.txt to determine how the superseded data were derived.
 AY0771
 AY0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT330437(NAD 83)
 AY0771_MARKER: DZ = AZIMUTH MARK DISK
 AY0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0771_STAMPING: MACDONA 1953
 AY0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0771+STABILITY: SURFACE MOTION
 AY0771
 AY0771  HISTORY     - Date     Condition        Report By
 AY0771  HISTORY     - 1953     MONUMENTED       CGS
 AY0771  HISTORY     - 1956     GOOD             NGS
 AY0771  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0771  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0771
 AY0771                          STATION DESCRIPTION
 AY0771
 AY0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0771'2.15 MI E FROM MACDONA.
 AY0771'2.15 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0771'STATION SIGN AT MACDONA, 0.2 MILE EAST OF A SPUR TRACK, 42 FEET NORTH
 AY0771'OF THE NORTH RAIL OF THE MAIN TRACK, 30 FEET SOUTH OF THE CENTER LINE
 AY0771'OF A GRAVELED ROAD, 3.6 FEET EAST OF A TELEPHONE POLE, 2 FEET
 AY0771'NORTHEAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN
 AY0771'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0771
 AY0771                          STATION RECOVERY (1966)
 AY0771
 AY0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0771'MARK NOT FOUND.
 AY0771
 AY0771                          STATION RECOVERY (1999)
 AY0771
 AY0771'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2361 ***********************************************************************
 AN2361  DESIGNATION -  MACHACEK
 AN2361  PID         -  AN2361
 AN2361  STATE/COUNTY-  TX/CALHOUN
 AN2361  USGS QUAD   -  KAMEY (1995)
 AN2361
 AN2361                         *CURRENT SURVEY CONTROL
 AN2361  ___________________________________________________________________
 AN2361* NAD 83(1993)-  28 40 58.67583(N)    096 39 04.67123(W)     ADJUSTED  
 AN2361* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AN2361  ___________________________________________________________________
 AN2361  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AN2361  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN2361
 AN2361  HORZ ORDER  -  SECOND
 AN2361
 AN2361.The horizontal coordinates were established by classical geodetic methods
 AN2361.and adjusted by the National Geodetic Survey in February 1996..
 AN2361
 AN2361.The orthometric height was scaled from a topographic map.
 AN2361
 AN2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2361
 AN2361.The geoid height was determined by GEOID03.
 AN2361
 AN2361;                    North         East     Units Scale Factor Converg.
 AN2361;SPC TXSC     - 4,096,468.538   829,517.756   MT  0.99992749   +1 09 02.4
 AN2361;SPC TXSC     -13,439,830.53  2,721,509.50   sFT  0.99992749   +1 09 02.4
 AN2361;UTM  14      - 3,175,120.177   729,492.920   MT  1.00025001   +1 07 40.0
 AN2361
 AN2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2361!SPC TXSC     -   1.00000334  x   0.99992749  =   0.99993083
 AN2361!UTM  14      -   1.00000334  x   1.00025001  =   1.00025335
 AN2361
 AN2361:                Primary Azimuth Mark                     Grid Az
 AN2361:SPC TXSC     -  VENADO                                   043 26 40.4
 AN2361:UTM  14      -  VENADO                                   043 28 02.8
 AN2361
 AN2361|---------------------------------------------------------------------|
 AN2361| PID    Reference Object                     Distance      Geod. Az  |
 AN2361|                                                           dddmmss.s |
 AN2361| AN2352 VENADO                              APPROX. 7.1 KM 0443542.8 |
 AN2361| CV6524 MACHACEK RM 1                        28.580 METERS 19353     |
 AN2361| CV6525 MACHACEK RM 2                        77.130 METERS 31201     |
 AN2361|---------------------------------------------------------------------|
 AN2361
 AN2361                          SUPERSEDED SURVEY CONTROL
 AN2361
 AN2361  NAD 83(1986)-  28 40 58.68694(N)    096 39 04.66221(W) AD(       ) 2
 AN2361  NAD 27      -  28 40 57.70200(N)    096 39 03.73900(W) AD(       ) 2
 AN2361
 AN2361.Superseded values are not recommended for survey control.
 AN2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2361.See file dsdata.txt to determine how the superseded data were derived.
 AN2361
 AN2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2949375120(NAD 83)
 AN2361_MARKER: DS = TRIANGULATION STATION DISK
 AN2361_SETTING: 0 = UNSPECIFIED SETTING
 AN2361
 AN2361  HISTORY     - Date     Condition        Report By
 AN2361  HISTORY     - 1934     MONUMENTED       CGS
 AN2361  HISTORY     - 1948     GOOD             CGS
 AN2361  HISTORY     - 1967     SEE DESCRIPTION  CGS
 AN2361  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2361  HISTORY     - 1970     SEE DESCRIPTION  LOCENG
 AN2361  HISTORY     - 19980725 POOR             USPSQD
 AN2361
 AN2361                          STATION DESCRIPTION
 AN2361
 AN2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2361'STATION IS LOCATED ABOUT 5 MILES NNW OF PORT LAVACA, ON
 AN2361'THE W SHORE OF LAVACA BAY.  IT IS IN THE BARNYARD ON A FARM
 AN2361'BELONGING TO MRS. MARY MACHACEK, 5 METERS NE FROM A SHEET-IRON
 AN2361'BARN, 25 METERS N FROM THE FARMHOUSE, AND 30 METERS SW FROM
 AN2361'BLUFF AT BAY SHORE.
 AN2361'
 AN2361'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2361'SET IN CONCRETE.
 AN2361'
 AN2361'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2361'MUNICIPAL TANK AT PORT LAVACA, 150 DEG AND CENTER OF BASCULE
 AN2361'(LAVACA BAY CAUSEWAY), 120 DEG.
 AN2361'
 AN2361'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AN2361
 AN2361                          STATION RECOVERY (1948)
 AN2361
 AN2361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2361'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION COMPLETE
 AN2361'AND ADEQUATE.
 AN2361
 AN2361                          STATION RECOVERY (1967)
 AN2361
 AN2361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 AN2361'THE STATION MARK AND REFERENCE MARK 2 HAVE BEEN DESTROYED
 AN2361'BY WATER EROSION.  THE SURFACE STATION MARK WAS FOUND LAYING
 AN2361'ON THE GROUND ABOUT 50 METERS WEST OF THE STATION LOCATION.
 AN2361'THE BLUFF THAT WAS 30 METERS NORTHEAST OF THE STATION IN
 AN2361'THE 1934 DESCRIPTION IS NOW ABOUT 10 METERS SOUTHWEST OF
 AN2361'WHERE THE STATION WAS LOCATED.  REFERENCE MARK 1 WAS RECOVERED
 AN2361'IN FAIR CONDITION.  IT IS 60 FEET SOUTHWEST OF THE BLUFF
 AN2361'AND ON THE HIGH POINT OF A LOW HILL.
 AN2361'
 AN2361'THE REFERENCE MARK IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST
 AN2361'OF PORT LAVACA AND ON THE WEST SHORE OF LAVACA BAY.  IT
 AN2361'IS A STANDARD DISK STAMPED MACHACEK NO 1 1934, SET IN THE
 AN2361'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AN2361'ABOUT 4 INCHES ABOVE THE GROUND.
 AN2361'
 AN2361'TO REACH THE REFERENCE MARK FROM THE POST OFFICE IN PORT
 AN2361'LAVACA, GO NORTHWEST ON FARM ROAD 1090 (VIRGINIA STREET)
 AN2361'FOR 0.9 MILE TO CROSSROAD JUNCTION OF STATE HIGHWAY 35.
 AN2361'CONTINUE NORTHWEST ON FARM ROAD 1090 FOR 3.75 MILES TO A
 AN2361'CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON BAUER ROAD FOR
 AN2361'1.2 MILES TO THE END OF THE PAVEMENT AT A CROSSROAD.  CONTINUE
 AN2361'STRAIGHT AHEAD, NORTHEAST, ON THE GRAVELED ROAD FOR 0.3
 AN2361'MILE TO THE END OF THE ROAD AT THE WEST SHORE OF LAVACA
 AN2361'BAY.  HIKE SOUTHEAST ALONG SHORE LINE FOR ABOUT 250 FEET
 AN2361'TO THE SUMMIT OF A LOW HILL AND THE REFERENCE MARK.
 AN2361
 AN2361                          STATION RECOVERY (1969)
 AN2361
 AN2361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2361'STATION SURFACE MARK WAS FOUND TO BE DESTROYED.  IT IS BELIEVED
 AN2361'THE UNDER GROUND STATION MARK IS ALSO DESTROYED.  ABOUT
 AN2361'40 FEET OF THE BLUFF HAS BEEN WASHED AWAY BY STORMS.  REFERENCE
 AN2361'MARK NO. 1 WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE
 AN2361'MARK NO. 2 WAS SEARCHED FOR BUT NOT FOUND.  IT MAY STILL
 AN2361'BE IN PLACE BUT WOULD BE COVERED UNDER ABOUT 3 FEET OF DIRT.
 AN2361'
 AN2361'TO REACH REFERENCE MARK NO. 1 FROM THE POST OFFICE IN PORT
 AN2361'LAVACA, GO EAST 0.2 MILE TO FARM ROAD 1090 (VIRGINIA STREET).
 AN2361'TURN LEFT, GO NORTHWEST ON FARM ROAD 1090 FOR 1.15 MILES
 AN2361'TO STATE HIGHWAY 35.  CONTINUE NORTHERLY ON FARM ROAD 1090
 AN2361'FOR 3.8 MILES TO BAUER ROAD.  TURN RIGHT, EAST, GO 1.25
 AN2361'MILES TO A CROSSROAD, KEEP STRAIGHT AHEAD, GO 0.35 MILE
 AN2361'TO END OF ROAD AND GATE ON THE RIGHT.  PASS THROUGH GATE,
 AN2361'GO SOUTHEAST ABOUT 75 YARDS TO TOP OF BLUFF AND REFERENCE
 AN2361'MARK.  A METAL WITNESS POST WAS SET 1 FOOT SOUTHEAST OF THE
 AN2361'MARK.
 AN2361'
 AN2361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 AN2361'5 MILES NORTH OF PORT LAVACA.
 AN2361
 AN2361                          STATION RECOVERY (1970)
 AN2361
 AN2361'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (MB)
 AN2361'RECOVERED BY MUNROE AND BASS.
 AN2361'
 AN2361'MACHACEK, REF NO. 1-GOOD, DESCRIPTION BY L.F.S. 1969 ADEQUATE,
 AN2361'WITNESS POST STILL IN PLACE, FARM BUILDINGS DESCRIBED PREVIOUSLY,
 AN2361'ALL DESTROYED
 AN2361
 AN2361                          STATION RECOVERY (1998)
 AN2361
 AN2361'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2361'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0630 ***********************************************************************
 CT0630  DESIGNATION -  MACK
 CT0630  PID         -  CT0630
 CT0630  STATE/COUNTY-  TX/TAYLOR
 CT0630  USGS QUAD   -  LAWN (1967)
 CT0630
 CT0630                         *CURRENT SURVEY CONTROL
 CT0630  ___________________________________________________________________
 CT0630* NAD 83(1993)-  32 07 32.17713(N)    099 41 48.56877(W)     ADJUSTED  
 CT0630* NAVD 88     -       599.252  (meters)    1966.05   (feet)  POSTED    
 CT0630  ___________________________________________________________________
 CT0630  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 CT0630  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CT0630  DYNAMIC HT  -         598.470 (meters)    1963.48  (feet)  COMP
 CT0630  MODELED GRAV-     979,308.3   (mgal)                       NAVD 88
 CT0630
 CT0630  HORZ ORDER  -  SECOND
 CT0630  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0630
 CT0630.The horizontal coordinates were established by classical geodetic methods
 CT0630.and adjusted by the National Geodetic Survey in February 1996..
 CT0630
 CT0630.The orthometric height was determined by differential leveling
 CT0630.and adjusted by the National Geodetic Survey in 1992..
 CT0630.No vertical observational check was made to the station.
 CT0630.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0630.was located on a no-check spur therefore a value was not computed.
 CT0630
 CT0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0630
 CT0630.The geoid height was determined by GEOID03.
 CT0630
 CT0630.The dynamic height is computed by dividing the NAVD 88
 CT0630.geopotential number by the normal gravity value computed on the
 CT0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0630.degrees latitude (g = 980.6199 gals.).
 CT0630
 CT0630.The modeled gravity was interpolated from observed gravity values.
 CT0630
 CT0630;                    North         East     Units Scale Factor Converg.
 CT0630;SPC TXNC     - 2,051,536.568   487,064.921   MT  1.00000215   -0 39 09.9
 CT0630;SPC TXNC     - 6,730,749.56  1,597,978.83   sFT  1.00000215   -0 39 09.9
 CT0630;SPC TX C     - 3,272,777.830   760,067.688   MT  1.00007407   +0 19 40.2
 CT0630;SPC TX C     -10,737,438.60  2,493,655.41   sFT  1.00007407   +0 19 40.2
 CT0630;UTM  14      - 3,554,570.728   434,270.362   MT  0.99965328   -0 22 14.0
 CT0630
 CT0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0630!SPC TXNC     -   0.99991005  x   1.00000215  =   0.99991220
 CT0630!SPC TX C     -   0.99991005  x   1.00007407  =   0.99998411
 CT0630!UTM  14      -   0.99991005  x   0.99965328  =   0.99956336
 CT0630
 CT0630:                Primary Azimuth Mark                     Grid Az
 CT0630:SPC TXNC     -  OPLIN                                    082 21 27.7
 CT0630:SPC TX C     -  OPLIN                                    081 22 37.6
 CT0630:UTM  14      -  OPLIN                                    082 04 31.8
 CT0630
 CT0630|---------------------------------------------------------------------|
 CT0630| PID    Reference Object                     Distance      Geod. Az  |
 CT0630|                                                           dddmmss.s |
 CT0630| CT1121 OPLIN                               APPROX.12.7 KM 0814217.8 |
 CT0630| CT0631 MACK RM 1                             6.682 METERS 13658     |
 CT0630| CT0629 MACK RM 2                            22.330 METERS 26500     |
 CT0630|---------------------------------------------------------------------|
 CT0630
 CT0630                          SUPERSEDED SURVEY CONTROL
 CT0630
 CT0630  NAD 83(1986)-  32 07 32.18396(N)    099 41 48.55551(W) AD(       ) 2
 CT0630  NAD 27      -  32 07 31.69150(N)    099 41 47.27640(W) AD(       ) 2
 CT0630  NGVD 29 (??/??/92)  599.117  (m)         1965.60   (f) ADJ UNCH    1 2
 CT0630
 CT0630.Superseded values are not recommended for survey control.
 CT0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0630.See file dsdata.txt to determine how the superseded data were derived.
 CT0630
 CT0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3427054571(NAD 83)
 CT0630_MARKER: DS = TRIANGULATION STATION DISK
 CT0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0630_STAMPING: MACK 1961
 CT0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0630+STABILITY: SURFACE MOTION
 CT0630
 CT0630  HISTORY     - Date     Condition        Report By
 CT0630  HISTORY     - 1961     MONUMENTED       CGS
 CT0630  HISTORY     - 1961     GOOD             CGS
 CT0630  HISTORY     - 1982     GOOD             NGS
 CT0630  HISTORY     - 19940708 GOOD             USPSQD
 CT0630
 CT0630                          STATION DESCRIPTION
 CT0630
 CT0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT0630'THE STATION IS ABOUT 8 MILES WEST-SOUTHWEST OF OPLIN, ABOUT
 CT0630'4-1/2 MILES NORTH-NORTHWEST OF GOLDSBORO AND ABOUT 3 MILES
 CT0630'EAST-SOUTHEAST OF LAWN, IN PASTURE LAND, OWNED BY MR. D.M. OSBORN.
 CT0630'
 CT0630'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 CT0630'FARM ROAD 604 IN LAWN, GO EAST ON FARM ROAD 604 FOR 2.4 MILES
 CT0630'TO A POINT WHERE FARM ROAD 604 BEARS LEFT, NORTH.  CONTINUE
 CT0630'STRAIGHT AHEAD ON A GRAVELED ROAD FOR 0.05 MILE.  TURN RIGHT
 CT0630'AT THE T-ROAD AND GO SOUTH ON A GRAVELED ROAD FOR 0.9 MILE TO A
 CT0630'FARM HOUSE ON THE LEFT.  TURN LEFT, PASS THROUGH A WIRE GATE
 CT0630'AND GO UPHILL EASTERLY FOR 0.05 MILE TO THE STATION ON THE
 CT0630'RIGHT.
 CT0630'
 CT0630'THE STATION MARKS ARE STANDARD DISKS STAMPED MACK 1961.  THE
 CT0630'SURFACE MARK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 CT0630'THE GROUND.  IT IS 10 FEET NORTHWEST OF A METAL WITNESS POST,
 CT0630'10 FEET NORTH OF A WIRE MESH FENCE, AND 9 FEET SOUTHWEST OF THE
 CT0630'CENTER OF A TRACK ROAD.
 CT0630'
 CT0630'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MACK NO. 1 1961
 CT0630'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 CT0630'9 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 18 INCHES NORTHEAST
 CT0630'OF A WIRE MESH FENCE.  IT IS THE SAME ELEVATION AS THE STATION.
 CT0630'
 CT0630'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MACK NO. 2 1961,
 CT0630'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 CT0630'IS 18 INCHES EAST OF SOUTHEAST CORNER OF CHICKEN COOP MADE OF
 CT0630'ROCKS.  IT IS THE SAME ELEVATION AS THE STATION.
 CT0630'
 CT0630'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KILOGRAM SCALE.
 CT0630
 CT0630                          STATION RECOVERY (1961)
 CT0630
 CT0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT0630'3.65 MI SE FROM LAWN.
 CT0630'2.65 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0630'THENCE 0.95 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 0.05 MILE EAST
 CT0630'ALONG TRACK ROAD, 73.2 FEET EAST OF R.M. 2, 21.9 FEET NORTHWEST OF
 CT0630'R.M. 1, 10 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN
 CT0630'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 CT0630
 CT0630                          STATION RECOVERY (1982)
 CT0630
 CT0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RJL)
 CT0630'THE STATION, REFERENCE MARK NO 1 AND NO 2 WERE RECOVERED IN GOOD
 CT0630'CONDITION AS DESCRIBED IN 1961.
 CT0630
 CT0630                          STATION RECOVERY (1994)
 CT0630
 CT0630'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0224 ***********************************************************************
 AP0224  DESIGNATION -  MACK
 AP0224  PID         -  AP0224
 AP0224  STATE/COUNTY-  TX/MAVERICK
 AP0224  USGS QUAD   -  INDIO CREEK (1983)
 AP0224
 AP0224                         *CURRENT SURVEY CONTROL
 AP0224  ___________________________________________________________________
 AP0224* NAD 83(1993)-  28 26 25.74570(N)    100 15 54.43539(W)     ADJUSTED  
 AP0224* NAVD 88     -       260.1    (meters)     853.     (feet)  VERTCON   
 AP0224  ___________________________________________________________________
 AP0224  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AP0224  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AP0224
 AP0224  HORZ ORDER  -  FIRST
 AP0224
 AP0224.The horizontal coordinates were established by classical geodetic methods
 AP0224.and adjusted by the National Geodetic Survey in February 1996..
 AP0224
 AP0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0224
 AP0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0224
 AP0224.The geoid height was determined by GEOID03.
 AP0224
 AP0224;                    North         East     Units Scale Factor Converg.
 AP0224;SPC TXSC     - 4,067,961.524   476,074.418   MT  0.99998409   -0 37 11.3
 AP0224;SPC TXSC     -13,346,303.77  1,561,920.82   sFT  0.99998409   -0 37 11.3
 AP0224;UTM  14      - 3,146,650.156   376,114.060   MT  0.99978941   -0 36 09.3
 AP0224
 AP0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0224!SPC TXSC     -   0.99996278  x   0.99998409  =   0.99994687
 AP0224!UTM  14      -   0.99996278  x   0.99978941  =   0.99975219
 AP0224
 AP0224:                Primary Azimuth Mark                     Grid Az
 AP0224:SPC TXSC     -  FARLAND                                  158 08 03.7
 AP0224:UTM  14      -  FARLAND                                  158 07 01.7
 AP0224
 AP0224|---------------------------------------------------------------------|
 AP0224| PID    Reference Object                     Distance      Geod. Az  |
 AP0224|                                                           dddmmss.s |
 AP0224| AP0225 FARLAND                             APPROX. 2.0 KM 1573052.4 |
 AP0224| CV5588 MACK RM                               8.785 METERS 27259     |
 AP0224|---------------------------------------------------------------------|
 AP0224
 AP0224                          SUPERSEDED SURVEY CONTROL
 AP0224
 AP0224  NAD 83(1986)-  28 26 25.74154(N)    100 15 54.41247(W) AD(       ) 1
 AP0224  NAD 27      -  28 26 24.79100(N)    100 15 53.16500(W) AD(       ) 1
 AP0224  NGVD 29 (07/19/86)  260.0    (m)          853.     (f) VERT ANG       
 AP0224
 AP0224.Superseded values are not recommended for survey control.
 AP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0224.See file dsdata.txt to determine how the superseded data were derived.
 AP0224
 AP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS7611446650(NAD 83)
 AP0224_MARKER: DS = TRIANGULATION STATION DISK
 AP0224_SETTING: 0 = UNSPECIFIED SETTING
 AP0224
 AP0224  HISTORY     - Date     Condition        Report By
 AP0224  HISTORY     - 1918     MONUMENTED       CGS
 AP0224
 AP0224                          STATION DESCRIPTION
 AP0224
 AP0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0224'STATION IS ABOUT 1-1/2 MILES S OF THE MC FARLAND STOCK PENS.
 AP0224'
 AP0224'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0224'CONCRETE.
 AP0224'
 AP0224'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0224'
 AP0224'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0224'CONCRETE, 8.785 METERS (28.82 FEET) FROM THE STATION,
 AP0224'N 87 DEG 01 MIN W.
 AP0224'
 AP0224'TO REACH THE STATION FROM LOPEZ TANK, TAKE THE LEFT FORK OF
 AP0224'THE ROAD, ABOUT 100 METERS (328 FEET) N OF THE TANK, FOR ABOUT
 AP0224'1 MILE TO A WIRE FENCE AND GATE.  TURN TO THE S AND FOLLOW
 AP0224'THE RIDGE TO THE STATION, ABOUT 100 METERS (328 FEET) S OF
 AP0224'THE GATE AND 10 METERS (33 FEET) E OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0797 ***********************************************************************
 AO0797  DESIGNATION -  MACK
 AO0797  PID         -  AO0797
 AO0797  STATE/COUNTY-  TX/FRIO
 AO0797  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0797
 AO0797                         *CURRENT SURVEY CONTROL
 AO0797  ___________________________________________________________________
 AO0797* NAD 83(1993)-  28 49 38.20697(N)    099 06 40.81018(W)     ADJUSTED  
 AO0797* NAVD 88     -       178.6    (meters)     586.     (feet)  VERTCON   
 AO0797  ___________________________________________________________________
 AO0797  X           -    -885,548.622 (meters)                     COMP
 AO0797  Y           -  -5,521,668.986 (meters)                     COMP
 AO0797  Z           -   3,057,218.470 (meters)                     COMP
 AO0797  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AO0797  ELLIP HEIGHT-         154.25  (meters)          (02/16/96) GPS OBS
 AO0797  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AO0797
 AO0797  HORZ ORDER  -  THIRD
 AO0797  ELLP ORDER  -  FIFTH     CLASS I
 AO0797
 AO0797.This mark is at Mckinley Fld (T30) Airport (T30)
 AO0797
 AO0797.The horizontal coordinates were established by GPS observations
 AO0797.and adjusted by the National Geodetic Survey in February 1996..
 AO0797
 AO0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0797
 AO0797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0797
 AO0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0797
 AO0797.The ellipsoidal height was determined by GPS observations
 AO0797.and is referenced to NAD 83.
 AO0797
 AO0797.The geoid height was determined by GEOID03.
 AO0797
 AO0797;                    North         East     Units Scale Factor Converg.
 AO0797;SPC TXSC     - 4,110,162.178   589,134.605   MT  0.99990221   -0 03 16.4
 AO0797;SPC TXSC     -13,484,757.08  1,932,852.45   sFT  0.99990221   -0 03 16.4
 AO0797;UTM  14      - 3,188,855.023   489,137.884   MT  0.99960146   -0 03 13.3
 AO0797
 AO0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0797!SPC TXSC     -   0.99997577  x   0.99990221  =   0.99987799
 AO0797!UTM  14      -   0.99997577  x   0.99960146  =   0.99957724
 AO0797
 AO0797                          SUPERSEDED SURVEY CONTROL
 AO0797
 AO0797  NAD 83(1986)-  28 49 38.20860(N)    099 06 40.78957(W) AD(       ) 3
 AO0797  NGVD 29 (10/23/89)  178.5    (m)          586.     (f) GPS OBS        
 AO0797
 AO0797.Superseded values are not recommended for survey control.
 AO0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0797.See file dsdata.txt to determine how the superseded data were derived.
 AO0797
 AO0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8913888855(NAD 83)
 AO0797_MARKER: DH = HORIZONTAL CONTROL DISK
 AO0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0797_SP_SET: CONCRETE POST
 AO0797_STAMPING: MACK 1986
 AO0797_MARK LOGO: USAF  
 AO0797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0797+STABILITY: SURFACE MOTION
 AO0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0797+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1989
 AO0797
 AO0797  HISTORY     - Date     Condition        Report By
 AO0797  HISTORY     - 1986     MONUMENTED       USAF
 AO0797  HISTORY     - 19881121 GOOD             NGS
 AO0797  HISTORY     - 19890105 GOOD
 AO0797  HISTORY     - 19960927 GOOD             USPSQD
 AO0797  HISTORY     - 20030910 POOR             USPSQD
 AO0797
 AO0797                          STATION DESCRIPTION
 AO0797
 AO0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AO0797'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH-SOUTHWEST OF
 AO0797'PEARSALL, 0.5 KM (0.30 MI) SOUTHEAST OF INTERSTATE HIGHWAY 35, AT
 AO0797'MCKINLEY FIELD AIRPORT.  OWNERSHIP--DON MCKINLEY, BOX 764, PEARSALL,
 AO0797'TEXAS 78061.  MR MCKINLEY IS ALSO THE AIRPORT MANAGER, TELEPHONE
 AO0797'512-334-3721 OR CALL MURRAY MCKINLEY AT 512-334-4565.
 AO0797'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AO0797'FARM ROAD 140 AT PEARSALL, GO SOUTHEAST ON FARM ROAD 140 FOR 2.25 KM
 AO0797'(1.40 MI) TO ITS JUNCTION WITH U.S. HIGHWAY 81 IN PEARSALL.  TURN
 AO0797'RIGHT AND GO SOUTHWEST ON U.S. HIGHWAY 81 FOR 5.67 KM (3.50 MI) TO A
 AO0797'ROAD RIGHT, LEADING UNDER INTERSTATE HIGHWAY 35.  CONTINUE SOUTHWEST
 AO0797'ON U.S. HIGHWAY 81 FOR 1.55 KM (0.95 MI) TO A PAVED ROAD LEFT.  TURN
 AO0797'LEFT AND GO SOUTHEAST ON THE ENTRANCE ROAD AND TARMAC FOR 0.29 KM
 AO0797'(0.20 MI) TO A GAS PUMP AT THE OFFICE AND A LARGE HANGAR ON THE LEFT.
 AO0797'TURN LEFT AND GO EAST BETWEEN HANGARS FOR 0.11 KM (0.05 MI) TO THE
 AO0797'STATION ON THE LEFT.
 AO0797'THE STATION IS A U.S. AIR FORCE BARKSDALE AIR FORCE BASE STATION DISK
 AO0797'IN THE TOP OF A 25 CM ROUND CONCRETE POST THAT IS FLUSH WITH THE
 AO0797'GROUND SURFACE.  IT IS 109.0 M (357.6 FT) EAST OF A GAS PUMP, 20.6 M
 AO0797'(67.6 FT) SOUTHWEST OF THE EAST CORNER OF A T-HANGAR AND IN LINE WITH
 AO0797'THE SIDE WALL, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
 AO0797'DESCRIBED BY V.L. FERNANDES.
 AO0797
 AO0797                          STATION RECOVERY (1989)
 AO0797
 AO0797'RECOVERED 1989
 AO0797'RECOVERED IN GOOD CONDITION.
 AO0797
 AO0797                          STATION RECOVERY (1996)
 AO0797
 AO0797'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0797'RECOVERED IN GOOD CONDITION.
 AO0797
 AO0797                          STATION RECOVERY (2003)
 AO0797
 AO0797'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0797'MARK HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0798 ***********************************************************************
 AO0798  PACS        -  This is a Primary Airport Control Station.
 AO0798  DESIGNATION -  MACK AZ MK
 AO0798  PID         -  AO0798
 AO0798  STATE/COUNTY-  TX/FRIO
 AO0798  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0798
 AO0798                         *CURRENT SURVEY CONTROL
 AO0798  ___________________________________________________________________
 AO0798* NAD 83(1993)-  28 49 11.65261(N)    099 06 27.75479(W)     ADJUSTED  
 AO0798* NAVD 88     -       172.32   (meters)     565.4    (feet)  GPS OBS   
 AO0798  ___________________________________________________________________
 AO0798  X           -    -885,260.633 (meters)                     COMP
 AO0798  Y           -  -5,522,108.670 (meters)                     COMP
 AO0798  Z           -   3,056,499.126 (meters)                     COMP
 AO0798  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AO0798  ELLIP HEIGHT-         147.85  (meters)          (10/24/00) GPS OBS
 AO0798  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AO0798
 AO0798  HORZ ORDER  -  B
 AO0798  ELLP ORDER  -  FOURTH    CLASS II
 AO0798
 AO0798.This mark is at Mckinley Fld (T30) Airport (T30)
 AO0798
 AO0798.The horizontal coordinates were established by GPS observations
 AO0798.and adjusted by the National Geodetic Survey in February 1996..
 AO0798
 AO0798.The orthometric height was determined by GPS observations and a
 AO0798.high-resolution geoid model.
 AO0798
 AO0798.GPS derived orthometric heights for airport stations designated as
 AO0798.PACS or SACS are published to 2 decimal places.  This maintains
 AO0798.centimeter relative accuracy between the PACS and SACS.  It does
 AO0798.not indicate centimeter accuracy relative to other marks which are
 AO0798.part of the NAVD 88 network.
 AO0798
 AO0798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0798
 AO0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0798
 AO0798.The ellipsoidal height was determined by GPS observations
 AO0798.and is referenced to NAD 83.
 AO0798
 AO0798.The geoid height was determined by GEOID03.
 AO0798
 AO0798;                    North         East     Units Scale Factor Converg.
 AO0798;SPC TXSC     - 4,109,344.400   589,487.765   MT  0.99990335   -0 03 10.0
 AO0798;SPC TXSC     -13,482,074.09  1,934,011.11   sFT  0.99990335   -0 03 10.0
 AO0798;UTM  14      - 3,188,037.496   489,490.949   MT  0.99960136   -0 03 06.9
 AO0798
 AO0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0798!SPC TXSC     -   0.99997678  x   0.99990335  =   0.99988013
 AO0798!UTM  14      -   0.99997678  x   0.99960136  =   0.99957815
 AO0798
 AO0798:                Primary Azimuth Mark                     Grid Az
 AO0798:SPC TXSC     -  T30 A                                    132 46 22.7
 AO0798:UTM  14      -  T30 A                                    132 46 19.6
 AO0798
 AO0798|---------------------------------------------------------------------|
 AO0798| PID    Reference Object                     Distance      Geod. Az  |
 AO0798|                                                           dddmmss.s |
 AO0798| AE6862 T30 A                               488.987 METERS 1324312.7 |
 AO0798|---------------------------------------------------------------------|
 AO0798
 AO0798                          SUPERSEDED SURVEY CONTROL
 AO0798
 AO0798  ELLIP H (02/20/96)  147.99   (m)                       GP(       ) 1 1
 AO0798  NAD 83(1993)-  28 49 11.65312(N)    099 06 27.75543(W) AD(       ) 3
 AO0798  ELLIP H (02/16/96)  147.98   (m)                       GP(       ) 5 1
 AO0798  NAD 83(1986)-  28 49 11.65479(N)    099 06 27.73480(W) AD(       ) 3
 AO0798  NGVD 29 (10/23/89)  172.3    (m)          565.     (f) GPS OBS        
 AO0798
 AO0798.Superseded values are not recommended for survey control.
 AO0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0798.See file dsdata.txt to determine how the superseded data were derived.
 AO0798
 AO0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8949188037(NAD 83)
 AO0798_MARKER: I = METAL ROD
 AO0798_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0798_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0798_STAMPING: MACK USAF AZ MK 1988
 AO0798_MARK LOGO: NGS   
 AO0798_PROJECTION: FLUSH
 AO0798_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0798+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 AO0798_ROD/PIPE-DEPTH: 2.9  meters
 AO0798_SLEEVE-DEPTH  : 0.76 meters
 AO0798
 AO0798  HISTORY     - Date     Condition        Report By
 AO0798  HISTORY     - 1988     MONUMENTED       NGS
 AO0798  HISTORY     - 19950425 GOOD             NGS
 AO0798  HISTORY     - 19960927 GOOD             USPSQD
 AO0798  HISTORY     - 19970314 GOOD             NGS
 AO0798  HISTORY     - 20030910 GOOD             USPSQD
 AO0798
 AO0798                          STATION DESCRIPTION
 AO0798
 AO0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AO0798'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH-SOUTHWEST OF
 AO0798'PEARSALL, 0.5 KM (0.30 MI) SOUTHEAST OF INTERSTATE HIGHWAY 35, AT
 AO0798'MCKINLEY FIELD AIRPORT.  OWNERSHIP--DON MCKINLEY, BOX 764, PEARSALL,
 AO0798'TEXAS 78061.  MR MCKINLEY IS ALSO THE AIRPORT MANAGER, TELEPHONE
 AO0798'512-334-3721 OR CALL MURRAY MCKINLEY AT 512-334-4565.
 AO0798'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AO0798'FARM ROAD 140 AT PEARSALL, GO SOUTHEAST ON FARM ROAD 140 FOR 2.25 KM
 AO0798'(1.40 MI) TO ITS JUNCTION WITH U.S. HIGHWAY 81 IN PEARSALL.  TURN
 AO0798'RIGHT AND GO SOUTHWEST ON U.S. HIGHWAY 81 FOR 5.67 KM (3.50 MI) TO A
 AO0798'ROAD RIGHT LEADING UNDER INTERSTATE HIGHWAY 35.  CONTINUE SOUTHWEST ON
 AO0798'U.S. HIGHWAY 81 FOR 1.55 KM (0.95 MI) TO A PAVED ROAD LEFT.  TURN LEFT
 AO0798'AND GO SOUTHEAST ON THE AIRPORT ENTRANCE ROAD AND TARMAC FOR 0.29 KM
 AO0798'(0.20 MI) TO A GAS PUMP AT THE OFFICE AND A LARGE HANGAR ON THE LEFT.
 AO0798'GO SOUTHEAST ON THE TAXIWAY FOR 0.23 KM (0.15 MI) TO THE RUNWAY.
 AO0798'CROSS THE RUNWAY AND CONTINUE SOUHEAST ON A DIM TRACK ROAD TO A
 AO0798'NORTHWEST-SOUTHEAST FENCE.  TURN LEFT AND FOLLOW THE DIM TRACK ROAD
 AO0798'SOUTHEASTERLY FOR 0.68 KM (0.40 MI) TO THE MARK ON THE RIGHT.
 AO0798'THE MARK IS 2.43 M (8.0 FT) NORTH OF A SAWED OFF UTILITY POLE BRACE
 AO0798'POST, 1.83 M (6.0 FT) NORTHEAST OF A FENCE LINE, AND 0.3 M (1.0 FT)
 AO0798'NORTH OF A WITNESS POST.
 AO0798'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AO0798'DESCRIBED BY V.L. FERNANDES.
 AO0798
 AO0798                          STATION RECOVERY (1995)
 AO0798
 AO0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AO0798'THE STATION IS LOCATED 8.0 MI (12.9 KM) NORTHEAST OF DERBY, 4.5 MI
 AO0798'(7.2 KM) SOUTH SOUTHEAST OF PEARSALL AT THE FRIO COUNTY AIRPORT
 AO0798'(MCKINLEY FIELD) .  OWNERSHIP--DON MCKINLEY, BOX 764, PEARSALL, TX
 AO0798'78061.  PHONE (210) 334-3721.  TO REACH THE STATION FROM THE JUNCTION
 AO0798'OF INTERSTATE HIGHWAY 35 AND FARM ROAD 140 (EXIT 101) WEST OF
 AO0798'PEARSALL, GO SOUTHEAST ON FARM ROAD 140 FOR 1.3 MI (2.1 KM) TO A
 AO0798'INTERSECTION, TURN RIGHT AND GO SOUTH SOUTHWEST ON STATE HIGHWAY SPUR
 AO0798'581 FOR 3.5 MI (5.6 KM) TO A PAVED ROAD RIGHT, CONTINUE AHEAD AND GO
 AO0798'SOUTH SOUTHWEST ON STATE HIGHWAY SPUR 581 FOR 1.0 MI (1.6 KM) TO A
 AO0798'PAVED ROAD LEFT, TURN LEFT AND GO EAST SOUTHEAST ON THE AIRPORT
 AO0798'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A APRON, BEAR RIGHT AND GO
 AO0798'SOUTHEAST ON APRON, THEN THE TAXIWAY FOR 0.2 MI (0.3 KM) TO THE
 AO0798'RUNWAY, CONTINUE AHEAD, CROSSING THE RUNWAY AND GO SOUTH SOUTHEAST ON
 AO0798'A DIM TRACK ROAD FOR 0.1 MI (0.2 KM) TO A FENCE LINE AHEAD.  BEAR LEFT
 AO0798'AND GO SOUTHEASTERLY ON THE DIM TRACK ROAD ALONG THE FENCE LINE FOR
 AO0798'0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 269.5
 AO0798'FT (82.1 M) SOUTHWEST OF THE RUNWAY CENTER, 8.0 FT (2.4 M) OF A FENCE
 AO0798'LINE BRACE POST, 6.0 FT (1.8 M) NORTHEAST OF A FENCE LINE AND 1.0 FT
 AO0798'(0.3 M) NORTH OF A SHORT WITNESS POST.  DRL.
 AO0798
 AO0798                          STATION RECOVERY (1996)
 AO0798
 AO0798'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0798'RECOVERED IN GOOD CONDITION.
 AO0798
 AO0798                          STATION RECOVERY (1997)
 AO0798
 AO0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AO0798'THE STATION IS LOCATED 8.0 MI (12.9 KM) NORTHEAST OF DERBY, 4.5 MI
 AO0798'(7.2 KM) SOUTH SOUTHEAST OF PEARSALL AT THE FRIO COUNTY AIRPORT
 AO0798'(MCKINLEY FIELD) .  OWNERSHIP--DON MCKINLEY, BOX 764, PEARSALL, TX
 AO0798'78061.  PHONE (210) 334-3721.  TO REACH THE STATION FROM THE JUNCTION
 AO0798'OF INTERSTATE HIGHWAY 35 AND FARM ROAD 140 (EXIT 101) WEST OF
 AO0798'PEARSALL, GO SOUTHEAST ON FARM ROAD 140 FOR 1.3 MI (2.1 KM) TO A
 AO0798'INTERSECTION, TURN RIGHT AND GO SOUTH SOUTHWEST ON STATE HIGHWAY SPUR
 AO0798'581 FOR 3.5 MI (5.6 KM) TO A PAVED ROAD RIGHT, CONTINUE AHEAD AND GO
 AO0798'SOUTH SOUTHWEST ON STATE HIGHWAY SPUR 581 FOR 1.0 MI (1.6 KM) TO A
 AO0798'PAVED ROAD LEFT, TURN LEFT AND GO EAST SOUTHEAST ON THE AIRPORT
 AO0798'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A APRON, BEAR RIGHT AND GO
 AO0798'SOUTHEAST ON APRON, THEN THE TAXIWAY FOR 0.2 MI (0.3 KM) TO THE
 AO0798'RUNWAY, CONTINUE AHEAD, CROSSING THE RUNWAY AND GO SOUTH SOUTHEAST ON
 AO0798'A DIM TRACK ROAD FOR 0.1 MI (0.2 KM) TO A FENCE LINE AHEAD.  BEAR LEFT
 AO0798'AND GO SOUTHEASTERLY ON THE DIM TRACK ROAD ALONG THE FENCE LINE FOR
 AO0798'0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 269.5
 AO0798'FT (82.1 M) SOUTHWEST OF THE RUNWAY CENTER, 8.0 FT (2.4 M) OF A FENCE
 AO0798'LINE BRACE POST, 6.0 FT (1.8 M) NORTHEAST OF A FENCE LINE AND 1.0 FT
 AO0798'(0.3 M) NORTH OF A SHORT WITNESS POST.  DRL.  THIS STATION IS
 AO0798'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.  THE STATION IS THE
 AO0798'TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 AO0798'2.9 M (9.5 FT) , WITH A SLEEVE AND ENCLOSED IN A 5 IN NGS LOGO CAP SET
 AO0798'IN CONCRETE.  ED 3/14/97
 AO0798
 AO0798                          STATION RECOVERY (2003)
 AO0798
 AO0798'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0806 ***********************************************************************
 CB0806  DESIGNATION -  MACK ET
 CB0806  PID         -  CB0806
 CB0806  STATE/COUNTY-  TX/RUNNELS
 CB0806  USGS QUAD   -  HERRING RANCH (1987)
 CB0806
 CB0806                         *CURRENT SURVEY CONTROL
 CB0806  ___________________________________________________________________
 CB0806* NAD 83(1993)-  31 45 36.64399(N)    100 00 31.42620(W)     ADJUSTED  
 CB0806* NAVD 88     -       532.3    (meters)    1746.     (feet)  VERTCON   
 CB0806  ___________________________________________________________________
 CB0806  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CB0806  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 CB0806
 CB0806  HORZ ORDER  -  THIRD
 CB0806
 CB0806.The horizontal coordinates were established by classical geodetic methods
 CB0806.and adjusted by the National Geodetic Survey in February 1996..
 CB0806
 CB0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0806
 CB0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0806
 CB0806.The geoid height was determined by GEOID03.
 CB0806
 CB0806;                    North         East     Units Scale Factor Converg.
 CB0806;SPC TX C     - 3,232,129.562   730,751.415   MT  0.99996924   +0 10 01.9
 CB0806;SPC TX C     -10,604,078.40  2,397,473.60   sFT  0.99996924   +0 10 01.9
 CB0806;UTM  14      - 3,514,296.498   404,470.724   MT  0.99971255   -0 31 51.6
 CB0806
 CB0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0806!SPC TX C     -   0.99992037  x   0.99996924  =   0.99988961
 CB0806!UTM  14      -   0.99992037  x   0.99971255  =   0.99963294
 CB0806
 CB0806:                Primary Azimuth Mark                     Grid Az
 CB0806:SPC TX C     -  HERRING ET                               264 42 50.2
 CB0806:UTM  14      -  HERRING ET                               265 24 43.7
 CB0806
 CB0806|---------------------------------------------------------------------|
 CB0806| PID    Reference Object                     Distance      Geod. Az  |
 CB0806|                                                           dddmmss.s |
 CB0806| CB0808 HERRING ET                          APPROX. 5.8 KM 2645252.1 |
 CB0806|---------------------------------------------------------------------|
 CB0806
 CB0806                          SUPERSEDED SURVEY CONTROL
 CB0806
 CB0806  NAD 83(1986)-  31 45 36.65032(N)    100 00 31.41167(W) AD(       ) 3
 CB0806  NAD 27      -  31 45 36.09735(N)    100 00 30.08864(W) AD(       ) 3
 CB0806  NGVD 29 (07/19/86)  532.2    (m)         1746.     (f) VERT ANG       
 CB0806
 CB0806.Superseded values are not recommended for survey control.
 CB0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0806.See file dsdata.txt to determine how the superseded data were derived.
 CB0806
 CB0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0447114296(NAD 83)
 CB0806_MARKER: DD = SURVEY DISK
 CB0806_SETTING: 0 = UNSPECIFIED SETTING
 CB0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0806
 CB0806  HISTORY     - Date     Condition        Report By
 CB0806  HISTORY     - 1958     MONUMENTED       USGS
 CB0806
 CB0806                          STATION DESCRIPTION
 CB0806
 CB0806'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0806'STATION IS LOCATED ABOUT 4.0 MI. (AIRLINE) NE. OF BALLINGER, RUNNELS
 CB0806'COUNTY, TEXAS, ABOUT 0.75 MI. SW. OF STATE HIGHWAY 158 NEAR A WINDMILL
 CB0806'AND BUILDING ON LAND OWNED BY MR. B. M. MACK.
 CB0806'
 CB0806'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 WITH STATE
 CB0806'HIGHWAY 158 IN W. BALLINGER, PROCEED 2.3 MI. NW. ON STATE HIGHWAY 158
 CB0806'TO WOODEN GATE AND RD. LEFT.  TURN LEFT, PASSING THROUGH GATE, AND GO
 CB0806'1.25 MI. TO IRON GATE NEAR FENCE CORNER, TURN RIGHT, ON DIM TRACK RD.,
 CB0806'FOR 0.15 MI. TO WOODEN GATE ON THE LEFT AND THE STATION 2 FT. W. OF
 CB0806'THE FENCE LINE AND 10 FT. N. OF THE N. GATE POST, 106 FT. SE. OF THE
 CB0806'SE. CORNER OF BUILDING.
 CB0806'
 CB0806'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 CB0806'ABOUT 0.3 FT., STAMPED ---MACK-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0631 ***********************************************************************
 CT0631  DESIGNATION -  MACK RM 1
 CT0631  PID         -  CT0631
 CT0631  STATE/COUNTY-  TX/TAYLOR
 CT0631  USGS QUAD   -  LAWN (1967)
 CT0631
 CT0631                         *CURRENT SURVEY CONTROL
 CT0631  ___________________________________________________________________
 CT0631* NAD 83(1986)-  32 07 31.     (N)    099 41 48.     (W)     SCALED    
 CT0631* NAVD 88     -       599.146  (meters)    1965.70   (feet)  POSTED    
 CT0631  ___________________________________________________________________
 CT0631  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CT0631  DYNAMIC HT  -         598.360 (meters)    1963.12  (feet)  COMP
 CT0631  MODELED GRAV-     979,308.3   (mgal)                       NAVD 88
 CT0631
 CT0631  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0631
 CT0631.The horizontal coordinates were scaled from a topographic map and have
 CT0631.an estimated accuracy of +/- 6 seconds.
 CT0631
 CT0631.The orthometric height was determined by differential leveling
 CT0631.and adjusted by the National Geodetic Survey in 1992..
 CT0631.No vertical observational check was made to the station.
 CT0631.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0631.was located on a no-check spur therefore a value was not computed.
 CT0631
 CT0631.The geoid height was determined by GEOID03.
 CT0631
 CT0631.The dynamic height is computed by dividing the NAVD 88
 CT0631.geopotential number by the normal gravity value computed on the
 CT0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0631.degrees latitude (g = 980.6199 gals.).
 CT0631
 CT0631.The modeled gravity was interpolated from observed gravity values.
 CT0631
 CT0631;                    North         East    Units  Estimated Accuracy
 CT0631;SPC TXNC     - 2,051,500.      487,080.      MT  (+/- 180 meters Scaled)
 CT0631
 CT0631                          SUPERSEDED SURVEY CONTROL
 CT0631
 CT0631  NGVD 29 (??/??/92)  599.011  (m)         1965.26   (f) ADJ UNCH    1 2
 CT0631
 CT0631.Superseded values are not recommended for survey control.
 CT0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0631.See file dsdata.txt to determine how the superseded data were derived.
 CT0631
 CT0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA342545(NAD 83)
 CT0631_MARKER: DR = REFERENCE MARK DISK
 CT0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0631_STAMPING: MACK NO 1 1961
 CT0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0631+STABILITY: SURFACE MOTION
 CT0631
 CT0631  HISTORY     - Date     Condition        Report By
 CT0631  HISTORY     - 1961     MONUMENTED       CGS
 CT0631  HISTORY     - 19940708 GOOD             USPSQD
 CT0631
 CT0631                          STATION DESCRIPTION
 CT0631
 CT0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0631'3.65 MI SE FROM LAWN.
 CT0631'2.65 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0631'THENCE 0.95 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 0.05 MILE EAST
 CT0631'ALONG TRACK ROAD, 21.9 FEET SOUTHEAST OF A TRIANGULATION STATION, SET
 CT0631'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CT0631
 CT0631                          STATION RECOVERY (1994)
 CT0631
 CT0631'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0629 ***********************************************************************
 CT0629  DESIGNATION -  MACK RM 2
 CT0629  PID         -  CT0629
 CT0629  STATE/COUNTY-  TX/TAYLOR
 CT0629  USGS QUAD   -  LAWN (1967)
 CT0629
 CT0629                         *CURRENT SURVEY CONTROL
 CT0629  ___________________________________________________________________
 CT0629* NAD 83(1986)-  32 07 31.     (N)    099 41 48.     (W)     SCALED    
 CT0629* NAVD 88     -       599.187  (meters)    1965.83   (feet)  POSTED    
 CT0629  ___________________________________________________________________
 CT0629  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CT0629  DYNAMIC HT  -         598.400 (meters)    1963.25  (feet)  COMP
 CT0629  MODELED GRAV-     979,308.3   (mgal)                       NAVD 88
 CT0629
 CT0629  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0629
 CT0629.The horizontal coordinates were scaled from a topographic map and have
 CT0629.an estimated accuracy of +/- 6 seconds.
 CT0629
 CT0629.The orthometric height was determined by differential leveling
 CT0629.and adjusted by the National Geodetic Survey in 1992..
 CT0629.No vertical observational check was made to the station.
 CT0629.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0629.was located on a no-check spur therefore a value was not computed.
 CT0629
 CT0629.The geoid height was determined by GEOID03.
 CT0629
 CT0629.The dynamic height is computed by dividing the NAVD 88
 CT0629.geopotential number by the normal gravity value computed on the
 CT0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0629.degrees latitude (g = 980.6199 gals.).
 CT0629
 CT0629.The modeled gravity was interpolated from observed gravity values.
 CT0629
 CT0629;                    North         East    Units  Estimated Accuracy
 CT0629;SPC TXNC     - 2,051,500.      487,080.      MT  (+/- 180 meters Scaled)
 CT0629
 CT0629                          SUPERSEDED SURVEY CONTROL
 CT0629
 CT0629  NGVD 29 (??/??/92)  599.052  (m)         1965.39   (f) ADJ UNCH    1 2
 CT0629
 CT0629.Superseded values are not recommended for survey control.
 CT0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0629.See file dsdata.txt to determine how the superseded data were derived.
 CT0629
 CT0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA342545(NAD 83)
 CT0629_MARKER: DR = REFERENCE MARK DISK
 CT0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0629_STAMPING: MACK NO 2 1961
 CT0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0629+STABILITY: SURFACE MOTION
 CT0629
 CT0629  HISTORY     - Date     Condition        Report By
 CT0629  HISTORY     - 1961     MONUMENTED       CGS
 CT0629  HISTORY     - 19940708 GOOD             USPSQD
 CT0629
 CT0629                          STATION DESCRIPTION
 CT0629
 CT0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0629'3.65 MI SE FROM LAWN.
 CT0629'2.65 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0629'THENCE 0.95 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 0.05 MILE EAST
 CT0629'ALONG A TRACK ROAD, 73.2 FEET WEST OF A TRIANGULATION STATION, SET IN
 CT0629'TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CT0629
 CT0629                          STATION RECOVERY (1994)
 CT0629
 CT0629'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2675 ***********************************************************************
 AX2675  DESIGNATION -  MACKAY
 AX2675  PID         -  AX2675
 AX2675  STATE/COUNTY-  TX/WHARTON
 AX2675  USGS QUAD   -  GLEN FLORA (1980)
 AX2675
 AX2675                         *CURRENT SURVEY CONTROL
 AX2675  ___________________________________________________________________
 AX2675* NAD 83(1993)-  29 16 11.11903(N)    096 08 58.88409(W)     ADJUSTED  
 AX2675* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 AX2675  ___________________________________________________________________
 AX2675  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AX2675  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2675
 AX2675  HORZ ORDER  -  THIRD
 AX2675
 AX2675.The horizontal coordinates were established by classical geodetic methods
 AX2675.and adjusted by the National Geodetic Survey in February 1996..
 AX2675
 AX2675.The orthometric height was scaled from a topographic map.
 AX2675
 AX2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2675
 AX2675.The geoid height was determined by GEOID03.
 AX2675
 AX2675;                    North         East     Units Scale Factor Converg.
 AX2675;SPC TXSC     - 4,162,568.459   876,941.803   MT  0.99986389   +1 23 47.1
 AX2675;SPC TXSC     -13,656,693.35  2,877,099.90   sFT  0.99986389   +1 23 47.1
 AX2675;UTM  14      - 3,241,242.703   776,956.172   MT  1.00054661   +1 23 40.1
 AX2675
 AX2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2675!SPC TXSC     -   0.99999957  x   0.99986389  =   0.99986346
 AX2675!UTM  14      -   0.99999957  x   1.00054661  =   1.00054618
 AX2675
 AX2675|---------------------------------------------------------------------|
 AX2675| PID    Reference Object                     Distance      Geod. Az  |
 AX2675|                                                           dddmmss.s |
 AX2675| CV6527 MACKAY RM 1                          30.370 METERS 12837     |
 AX2675| CV6526 MACKAY AZ MK                                       2374838.5 |
 AX2675| CV6528 MACKAY RM 2                          28.809 METERS 24336     |
 AX2675|---------------------------------------------------------------------|
 AX2675
 AX2675                          SUPERSEDED SURVEY CONTROL
 AX2675
 AX2675  NAD 83(1986)-  29 16 11.13148(N)    096 08 58.86908(W) AD(       ) 3
 AX2675  NAD 27      -  29 16 10.23640(N)    096 08 58.01110(W) AD(       ) 3
 AX2675
 AX2675.Superseded values are not recommended for survey control.
 AX2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2675.See file dsdata.txt to determine how the superseded data were derived.
 AX2675
 AX2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7695641243(NAD 83)
 AX2675_MARKER: DS = TRIANGULATION STATION DISK
 AX2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2675
 AX2675  HISTORY     - Date     Condition        Report By
 AX2675  HISTORY     - 1954     MONUMENTED       CGS
 AX2675  HISTORY     - 1979     GOOD             NGS
 AX2675
 AX2675                          STATION DESCRIPTION
 AX2675
 AX2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2675'THE STATION IS LOCATED ABOUT 9 MILES NORHTEAST OF EL CAMPO, 4 MILES
 AX2675'SOUTHWEST OF WHARTON AND BETWEEN THE RAILROAD AND US HIGHWAY 59 IN
 AX2675'THE VILLAGE OF MACKAY.
 AX2675'
 AX2675'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 AX2675'HIGHWAY 71 IN EL CAMPO, GO NORTHEAST ON US HIGHWAY 59 FOR 8.5 MILES
 AX2675'TO A CONCRETE BRIDGE UNDER THE HIGHWAY, A RAILROAD BRIDGE ON THE
 AX2675'RIGHT AND THE AZIMUTH MARK ON THE LEFT, ABOUT 20 YARDS NORTHEAST
 AX2675'OF A SMALL GROUP OF TREES.  CONTINUE NORTHEAST ON US HIGHWAY 59 FOR
 AX2675'0.4 MILE TO A GAS STATION AND FEED STORE ON THE LEFT IN THE
 AX2675'VILLAGE OF MACKAY AND THE STATION ON THE RIGHT ABOUT 75 YARDS
 AX2675'EAST OF THE FEED STORE AND 55 FEET SOUTHWEST OF A GRAVEL ROAD.
 AX2675'
 AX2675'THE STATION MARK, STAMPED MACKAY 1954, IS A STANDARD DISK SET IN A
 AX2675'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 68.8 FEET
 AX2675'SOUTH-EAST OF THE CENTER LINE OF US HIGHWAY 59, 62 FEET WEST OF THE
 AX2675'INTERSECTION OF THE GRAVEL ROAD AND THE RAILROAD, 47.6 FEET SOUTH
 AX2675'OF THE SOUTH CORNER OF THE CONCRETE CULVERT ON THE SIDE ROAD, 28.7
 AX2675'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD, 21 FEET
 AX2675'SOUTHEAST OF A TELEGRAPH POLE AND 2 FEET SOUTHWEST OF A WHITE
 AX2675'WITNESS POST.
 AX2675'
 AX2675'REFERENCE MARK NO 1, STAMPED MACKAY NO 1 1954, IS A STANDARD DISK SET
 AX2675'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 23 FEET
 AX2675'SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 16.3 FEET NORTHWEST OF
 AX2675'THE NORTHWEST RAIL OF A SPUR RAILROAD TRACK AND 7 FEET SOUTHWEST
 AX2675'OF A POWER POLE.
 AX2675'
 AX2675'REFERENCE MARK NO 2, STAMPED MACKAY NO 2 1954, IS A STANDARD DISK SET
 AX2675'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 60 FEET
 AX2675'SOUTHWEST OF THE CENTER LINE OF US HIGHWAY 59 AND 2 FEET SOUTH OF A
 AX2675'TELEGRAPH POLE.
 AX2675'
 AX2675'THE AZIMUTH MARK, STAMPED MACKAY 1954, IS A STANDARD DISK SET IN A
 AX2675'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 92.8 FEET NORTH
 AX2675'OF THE NORTH CORNER OF THE LOW, CONCRETE BRIDGE ON THE HIGHWAY,
 AX2675'50.5 FEET NORTHWEST OF THE CENTER LINE OF US HIGHWAY 59, 3 FEET
 AX2675'NORTH OF A WHITE WITNESS POST AND 2 FEET NORTHEAST OF A FENCE
 AX2675'CORNER.
 AX2675'
 AX2675'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AX2675
 AX2675                          STATION RECOVERY (1979)
 AX2675
 AX2675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AX2675'STATION, REFERENCE MARK 2 WERE RECOVERED AND FOUND IN GOOD CONDITION,
 AX2675'THE AZIMUTH MARK AND REFERENCE MARK 1 WAS NOT RECOVERED THE ROAD HAS
 AX2675'BEEN REBUILT IN THIS AREA AND MAY HAVE BEEN DESTROYED AT THAT TIME.
 AX2675'THE STATION MARK IS BETWEEN U.S. HIGHWAY 59 AND THE RAILROAD
 AX2675'TRACK, IT IS 62 FEET WEST OF THE INTERSECTION OF THE SURFACED ROAD
 AX2675'AND THE NORTH RAIL OF RAILROAD TRACKS.
 AX2675'
 AX2675'TO REACH FROM THE JUNCTION OF CITY ROUTE U.S. HIGHWAY 59 AND STATE
 AX2675'HIGHWAY 71 IN EL CAMPO, GO NE ON U.S. HIGHWAY 59 FOR 8.9 MILE TO A
 AX2675'SIDE ROAD RIGHT.  AND STATION ON THE RIGHT SOUTH SIDE OF U.S.
 AX2675'HIGHWAY 59 AND WEST OF SURFACED ROAD RIGHT, BETWEEN RAILROAD TRACKS
 AX2675'AND HIGHWAY.
 AX2675'
 AX2675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES E OF
 AX2675'WARTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3064 ***********************************************************************
 CS3064  DESIGNATION -  MACKEY
 CS3064  PID         -  CS3064
 CS3064  STATE/COUNTY-  TX/HILL
 CS3064  USGS QUAD   -  HILLSBORO WEST (1976)
 CS3064
 CS3064                         *CURRENT SURVEY CONTROL
 CS3064  ___________________________________________________________________
 CS3064* NAD 83(1993)-  32 03 21.93548(N)    097 09 54.94141(W)     ADJUSTED  
 CS3064* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 CS3064  ___________________________________________________________________
 CS3064  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 CS3064  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CS3064
 CS3064  HORZ ORDER  -  SECOND
 CS3064
 CS3064.The horizontal coordinates were established by classical geodetic methods
 CS3064.and adjusted by the National Geodetic Survey in February 1996..
 CS3064
 CS3064.The orthometric height was scaled from a topographic map.
 CS3064
 CS3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3064
 CS3064.The geoid height was determined by GEOID03.
 CS3064
 CS3064;                    North         East     Units Scale Factor Converg.
 CS3064;SPC TXNC     - 2,043,985.872   726,046.207   MT  1.00002229   +0 43 40.7
 CS3064;SPC TXNC     - 6,705,976.98  2,382,036.60   sFT  1.00002229   +0 43 40.7
 CS3064;UTM  14      - 3,548,125.442   673,208.293   MT  0.99997000   +0 58 26.5
 CS3064
 CS3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3064!SPC TXNC     -   0.99997396  x   1.00002229  =   0.99999625
 CS3064!UTM  14      -   0.99997396  x   0.99997000  =   0.99994396
 CS3064
 CS3064:                Primary Azimuth Mark                     Grid Az
 CS3064:SPC TXNC     -  HILLSBORO RADIO STA KHBR MAST            133 16 11.5
 CS3064:UTM  14      -  HILLSBORO RADIO STA KHBR MAST            133 01 25.7
 CS3064
 CS3064|---------------------------------------------------------------------|
 CS3064| PID    Reference Object                     Distance      Geod. Az  |
 CS3064|                                                           dddmmss.s |
 CS3064| CS3061 HILLSBORO RADIO STA KHBR MAST       APPROX. 5.0 KM 1335952.2 |
 CS3064| CY1550 MACKEY RM 1                          45.622 METERS 13423     |
 CS3064| CS3065 HILLSBORO HILL CO CTHSE TOWER       APPROX. 5.9 KM 1464428.0 |
 CS3064| CS3066 HILLSBORO COTTON MILLS TANK         APPROX. 5.5 KM 1481918.7 |
 CS3064| CS3063 HILLSBORO MUNICIPAL STANDPIPE       APPROX. 5.7 KM 1494444.6 |
 CS3064| CY1551 MACKEY RM 2                          42.980 METERS 25141     |
 CS3064| CY1549 MACKEY AZ MK                                       3301326.9 |
 CS3064|---------------------------------------------------------------------|
 CS3064
 CS3064                          SUPERSEDED SURVEY CONTROL
 CS3064
 CS3064  NAD 83(1986)-  32 03 21.94309(N)    097 09 54.92135(W) AD(       ) 2
 CS3064  NAD 27      -  32 03 21.38500(N)    097 09 53.89000(W) AD(       ) 2
 CS3064
 CS3064.Superseded values are not recommended for survey control.
 CS3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3064.See file dsdata.txt to determine how the superseded data were derived.
 CS3064
 CS3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7320848125(NAD 83)
 CS3064_MARKER: DS = TRIANGULATION STATION DISK
 CS3064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3064
 CS3064  HISTORY     - Date     Condition        Report By
 CS3064  HISTORY     - 1948     MONUMENTED       CGS
 CS3064  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS3064  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 CS3064
 CS3064                          STATION DESCRIPTION
 CS3064
 CS3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3064'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF HILLSBORO,
 CS3064'ALONG THE WEST SIDE OF STATE HIGHWAY 171 AT THE SOUTHEAST
 CS3064'CORNER OF MR. MACKEYS LAWN.  IT IS 63 FEET WEST OF THE CENTERLINE
 CS3064'OF HIGHWAY 171, 38 FEET SOUTHWEST OF A POWER POLE WITH A
 CS3064'TRANSFORMER AND 24 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE.
 CS3064'THE MARK IS ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND
 CS3064'AND THE DISK IS STAMPED MACKEY 1948.
 CS3064'
 CS3064'REFERENCE MARK NO. 1 IS 149.68 FEET SOUTHEAST OF THE STATION
 CS3064'AND 30 FEET WEST OF THE CENTERLINE OF HIGHWAY 171.  THE
 CS3064'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MACKEY NO 1 1948.
 CS3064'
 CS3064'REFERENCE MARK NO. 2 IS 141.01 FEET WEST-SOUTHWEST OF THE
 CS3064'STATION AND 1 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 CS3064'CHICKEN HOUSE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 CS3064'IS STAMPED MACKEY NO 2 1948.
 CS3064'
 CS3064'AZIMUTH MARK IS ABOUT 0.3 MILE NORTH-NORTHWEST OF THE STATION
 CS3064'AT CURVE IN ROAD, 35 FEET EAST OF THE CENTERLINE OF
 CS3064'HIGHWAY 171, 1.9 FEET WEST OF A WITNESS POST AND 1.6 FEET
 CS3064'SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND
 CS3064'THE DISK IS STAMPED MACKEY 1948.
 CS3064'
 CS3064'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN HILLSBORO,
 CS3064'GO WEST ON STATE HIGHWAYS 22 AND 171 FOR 0.3 MILE TO JUNCTION,
 CS3064'TURN RIGHT ON HIGHWAY 171 FOR 3.9 MILES TO MR. MACKEYS HOME ON
 CS3064'THE LEFT AND THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH FROM
 CS3064'THE STATION, GO NORTH ON HIGHWAY 171 FOR 0.3 MILE TO MARK ON
 CS3064'THE RIGHT.
 CS3064'
 CS3064'A 100 FOOT SIGNAL AT MAYFIELD IS VISIBLE AT 37 FEET.
 CS3064'
 CS3064'A 100 FOOT SIGNAL AT PEORIA IS VISIBLE AT 50 FEET.
 CS3064'
 CS3064'AN 87 FOOT SIGNAL AT HILLSBORO IS VISIBLE AT 37 FEET.
 CS3064'
 CS3064'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS3064
 CS3064                          STATION RECOVERY (1999)
 CS3064
 CS3064'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3064'MARK NOT FOUND.
 CS3064
 CS3064                          STATION RECOVERY (2003)
 CS3064
 CS3064'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS3064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0979 ***********************************************************************
 CU0979  DESIGNATION -  MADDOX
 CU0979  PID         -  CU0979
 CU0979  STATE/COUNTY-  TX/NOLAN
 CU0979  USGS QUAD   -  DEW DROP CREEK (1987)
 CU0979
 CU0979                         *CURRENT SURVEY CONTROL
 CU0979  ___________________________________________________________________
 CU0979* NAD 83(1993)-  32 10 12.62051(N)    100 36 31.60127(W)     ADJUSTED  
 CU0979* NAVD 88     -       765.     (meters)    2510.     (feet)  SCALED    
 CU0979  ___________________________________________________________________
 CU0979  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CU0979  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CU0979
 CU0979  HORZ ORDER  -  THIRD
 CU0979
 CU0979.The horizontal coordinates were established by classical geodetic methods
 CU0979.and adjusted by the National Geodetic Survey in February 1996..
 CU0979
 CU0979.The orthometric height was scaled from a topographic map.
 CU0979
 CU0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0979
 CU0979.The geoid height was determined by GEOID03.
 CU0979
 CU0979;                    North         East     Units Scale Factor Converg.
 CU0979;SPC TXNC     - 2,057,831.475   401,119.187   MT  0.99999000   -1 09 00.4
 CU0979;SPC TXNC     - 6,751,402.10  1,316,005.20   sFT  0.99999000   -1 09 00.4
 CU0979;UTM  14      - 3,560,432.297   348,314.938   MT  0.99988375   -0 51 24.2
 CU0979
 CU0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0979!SPC TXNC     -   0.99988391  x   0.99999000  =   0.99987391
 CU0979!UTM  14      -   0.99988391  x   0.99988375  =   0.99976767
 CU0979
 CU0979:                Primary Azimuth Mark                     Grid Az
 CU0979:SPC TXNC     -  WIMBERLEY                                329 27 54.8
 CU0979:UTM  14      -  WIMBERLEY                                329 10 18.6
 CU0979
 CU0979|---------------------------------------------------------------------|
 CU0979| PID    Reference Object                     Distance      Geod. Az  |
 CU0979|                                                           dddmmss.s |
 CU0979| CU0984 WIMBERLEY                           APPROX. 9.2 KM 3281854.4 |
 CU0979|---------------------------------------------------------------------|
 CU0979
 CU0979                          SUPERSEDED SURVEY CONTROL
 CU0979
 CU0979  NAD 83(1986)-  32 10 12.62508(N)    100 36 31.59108(W) AD(       ) 3
 CU0979  NAD 27      -  32 10 12.16473(N)    100 36 30.19342(W) AD(       ) 3
 CU0979
 CU0979.Superseded values are not recommended for survey control.
 CU0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0979.See file dsdata.txt to determine how the superseded data were derived.
 CU0979
 CU0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA4831560432(NAD 83)
 CU0979_MARKER: DD = SURVEY DISK
 CU0979_SETTING: 80 = SET IN A BOULDER
 CU0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0979+STABILITY: SURFACE MOTION
 CU0979
 CU0979  HISTORY     - Date     Condition        Report By
 CU0979  HISTORY     - 1957     MONUMENTED       USGS
 CU0979
 CU0979                          STATION DESCRIPTION
 CU0979
 CU0979'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CU0979'STATION LOCATED APPROXIMATELY 15 MI. S. AND 15 MI. E. OF COLORADO
 CU0979'CITY, ON W. EDGE OF MESA AT HEAD OF WALNUT CREEK.
 CU0979'
 CU0979'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 208
 CU0979'AT E. EDGE OF COLORADO CITY, GO SSE. ON HIGHWAY 208 18.2 MI. AND
 CU0979'TURN LEFT (E.) ON BLADED DIRT RD., PROCEED 7.4 MI. ON MAIN TRAVELED
 CU0979'RD. AND TAKE LEFT RD. AT Y-RD.  GO 1.3 MI. AND TURN RIGHT AT Y-RD.
 CU0979'ABOUT 300 FT. NE. OF WINDMILL.  GO 0.4 MI. TO CROSSROADS, TURN LEFT
 CU0979'CROSS CATTLEGUARD AND GO 0.6 MI. TO SUMMIT OF MESA.  STATION LIES TO
 CU0979'LEFT OF RD. ABOUT 250 FT.
 CU0979'
 CU0979'STATION MARK--STANDARD TABLET CEMENTED IN A BOULDER FLUSH WITH GROUND,
 CU0979'STAMPED ---MADDOX 1957---.
 CU0979'
 CU0979'REFERENCE MARK NO. 1--3/4 IN. DRILL HOLE IN BOULDER, 28.00 FT. FROM
 CU0979'STATION, S 15 DEG 18 MIN E.
 CU0979'
 CU0979'REFERENCE MARK NO. 2--CHISELED CROSS ON BOULDER, 37.55 FT. FROM
 CU0979'STATION MARK, S 86 DEG 02 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0981 ***********************************************************************
 CD0981  DESIGNATION -  MADERA
 CD0981  PID         -  CD0981
 CD0981  STATE/COUNTY-  TX/CULBERSON
 CD0981  USGS QUAD   -  BURRO CANYON (1973)
 CD0981
 CD0981                         *CURRENT SURVEY CONTROL
 CD0981  ___________________________________________________________________
 CD0981* NAD 83(1993)-  31 36 12.74073(N)    104 39 35.78268(W)     ADJUSTED  
 CD0981* NAVD 88     -      1677.     (meters)    5502.     (feet)  SCALED    
 CD0981  ___________________________________________________________________
 CD0981  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 CD0981  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CD0981
 CD0981  HORZ ORDER  -  FIRST
 CD0981
 CD0981.The horizontal coordinates were established by classical geodetic methods
 CD0981.and adjusted by the National Geodetic Survey in February 1996..
 CD0981
 CD0981.The orthometric height was scaled from a topographic map.
 CD0981
 CD0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0981
 CD0981.The geoid height was determined by GEOID03.
 CD0981
 CD0981;                    North         East     Units Scale Factor Converg.
 CD0981;SPC TX C     - 3,222,700.203   289,545.436   MT  0.99993681   -2 13 42.4
 CD0981;SPC TX C     -10,573,142.25    949,950.32   sFT  0.99993681   -2 13 42.4
 CD0981;UTM  13      - 3,496,542.530   532,258.048   MT  0.99961283   +0 10 41.5
 CD0981
 CD0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0981!SPC TX C     -   0.99974044  x   0.99993681  =   0.99967727
 CD0981!UTM  13      -   0.99974044  x   0.99961283  =   0.99935337
 CD0981
 CD0981|---------------------------------------------------------------------|
 CD0981| PID    Reference Object                     Distance      Geod. Az  |
 CD0981|                                                           dddmmss.s |
 CD0981| CH8945 MADERA RM 1                           8.210 METERS 10624     |
 CD0981| CH8946 MADERA RM 2                           7.167 METERS 19634     |
 CD0981| CH8944 MADERA AZ MK                                       2143651.1 |
 CD0981|---------------------------------------------------------------------|
 CD0981
 CD0981                          SUPERSEDED SURVEY CONTROL
 CD0981
 CD0981  NAD 83(1986)-  31 36 12.74148(N)    104 39 35.78088(W) AD(       ) 1
 CD0981  NAD 27      -  31 36 12.29800(N)    104 39 33.99800(W) AD(       ) 1
 CD0981
 CD0981.Superseded values are not recommended for survey control.
 CD0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0981.See file dsdata.txt to determine how the superseded data were derived.
 CD0981
 CD0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ3225896543(NAD 83)
 CD0981_MARKER: DS = TRIANGULATION STATION DISK
 CD0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0981
 CD0981  HISTORY     - Date     Condition        Report By
 CD0981  HISTORY     - 1943     MONUMENTED       CGS
 CD0981  HISTORY     - 1946     GOOD             USGS
 CD0981
 CD0981                          STATION DESCRIPTION
 CD0981
 CD0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0981'STATION IS LOCATED 41 MILES NNE OF VAN HORN BY AIRLINE, 22 MILES
 CD0981'S OF U.S. HIGHWAY 62 AND PINE SPRINGS SERVICE STATION, AND 17
 CD0981'MILES WNW OF THE WEATHERBY RANCH.  IT IS ON THE SUMMIT OF THE
 CD0981'DELAWARE MOUNTAINS IN THE MADERA RANCH COUNTRY.
 CD0981'
 CD0981'SURFACE AND REFERNCE MARK 2 ARE BRONZE DISKS SET IN CONCRETE.
 CD0981'
 CD0981'REFERENCE MARK 1 IS A BRONZE DISK SET IN A DRILL HOLE IN
 CD0981'OUTCROPPING BEDROCK.
 CD0981'
 CD0981'STATION IS LOCATED ON TOP OF A HIGH POINT MARKED BY A SMALL
 CD0981'ROCK CAIRN 8 FEET SE OF THE STATION, AND IS ABOUT 0.4 MILE NE OF
 CD0981'ANOTHER PROMINENT HILL OF ABOUT THE SAME ELEVATION ALSO MARKED BY
 CD0981'A ROCK CAIRN.  A BRONZE STATION DISK SET IN THE TOP OF A 12-INCH
 CD0981'SQUARE BLOCK OF CONCRETE.  STAMPED MADERA 1943.
 CD0981'
 CD0981'REFERENCE MARK 1 IS ESE OF THE STATION.  A BRONZE REFERENCE
 CD0981'DISK SET IN A DRILL HOLE IN A ROCK BOULDER FLUSH WITH THE GROUND.
 CD0981'STAMPED MADERA NO 1 1943.
 CD0981'
 CD0981'REFERENCE MARK 2 IS SSW OF THE STATION.  A BRONZE REFERENCE
 CD0981'DISK SET IN THE TOP OF A 12-INCH SQUARE BLOCK OF CONCRETE FLUSH
 CD0981'WITH THE GROUND.  STAMPED MADERA NO 2 1943.
 CD0981'
 CD0981'AZIMUTH MARK IS SW OF THE STATION AND IS LOCATED ON A HIGH
 CD0981'POINT ABOUT 0.3 MILE S OF THE STATION AND IS ABOUT 0.3 MILE N OF
 CD0981'ANOTHER ROCK CAIRN ON A PROMINENT HIGH POINT.  AZIMUTH MARK IS TO
 CD0981'THE LEFT OF LINE FROM STATION TO CAIRN.  A BRONZE AZIMUTH DISK SET
 CD0981'IN THE TOP OF A 10-INCH SQUARE BLOCK OF CONCRETE PROJECTING 4
 CD0981'INCHES.  STAMPED MADERA 1943.
 CD0981'
 CD0981'TO REACH FROM THE STATE LINE BAR WHICH IS 36 MILES SW OF
 CD0981'CARLSBAD ON U.S. HIGHWAY 62, GO S ON A BLADED ROAD 7.5 MILES TO
 CD0981'ROAD FORKS.  TAKE THE RIGHT FORK STRAIGHT AHEAD AND CONTINUE S 2.8
 CD0981'MILES TO FORKS.  TAKE THE LEFT FORK AT THE GATE AND WELL AND
 CD0981'CONTINUE S FROM THE 9K RANCH AND PIPELINE ROADS FOR 9.7 MILES.
 CD0981'(THE LEFT FORK HERE CONTINUES SE AND S FOR 11.2 MILES TO THE
 CD0981'JUNCTION WITH THE ROAD LEADING E 5 MILES TO WALKER WELLS).  TAKE THE
 CD0981'RIGHT FORK AND GO SW AND W FOR 6.7 MILES TO FORKS.  TAKE THE
 CD0981'LEFT FORK AND CONTINUE SW ON THE BLADED ROAD 4.3 MILES TO THE
 CD0981'TOP OF A LOW DIVIDE AND STATION WANDER ON THE HILL TO THE LEFT
 CD0981'OR S.  CONTINUE OVER THE PASS AND DOWN GRADE S FOR 4.2 MILES TO
 CD0981'A LARGE DIRT FILL ON THE E SIDE OF THE ROAD.  THEN CONTINUE S
 CD0981'FOR 0.8 MILE TO A TRACK ROAD LEADING W.  THE BLADED ROAD
 CD0981'CONTINUES S TO KNOX AND BREWER AND THE WEATHERBY RANCHES.*
 CD0981'FROM THIS POINT TURN RIGHT ON TRACK ROAD AND GO W AROUND THE N
 CD0981'BASE OF A LOW HILL AND THEN W FOR 1.9 MILES TO A GRAVEL WASH.
 CD0981'CROSS GRAVEL WASH AND BEAR RIGHT OR N AROUND THE W SIDE OF A
 CD0981'HILL 0.7 MILE TO FORKS.  TAKE THE LEFT FORK OR THE MAIN-TRAVELED
 CD0981'ROAD AND GO W UP THE DIVIDE, LATER BEARING N INTO THE NEXT
 CD0981'CANYON FOR 1.3 MILES TO AN OLD CAMP SHACK.  FROM SHACK FOLLOW
 CD0981'TRACK ROAD NE FOR 0.1 MILE TO A WASH.  TURN LEFT DOWN WASH
 CD0981'FOR 0.05 MILE TO A TRACK ROAD LEFT OUT OF WASH.  TURN LEFT AND
 CD0981'FOLLOW TRACK ROAD UP GRADE TO TOP OF RIDGE AND THEN FOLLOW RIDGE
 CD0981'FOR 0.85 MILE TO A ROCK WASH.  CROSS WASH AND MAKE A SHARP LEFT
 CD0981'TURN ON DIM ROAD FOR 0.1 MILE FOLLOWING AROUND HILL TO POINT
 CD0981'WHERE ROAD ASCENDS STEEP SLOPE.  FROM THIS POINT FOLLOW TRACK ROAD
 CD0981'BEARING TO THE LEFT SIDE OF HILL TO THE TOP OF A PROMINENT
 CD0981'HILL, A DISTANCE OF 0.4 MILE TO TOP.  FROM TOP OF KNOLL TURN LEFT
 CD0981'ON DIM TRACKS ALONG RIGHT SIDE OF HILL PARALLELING A DEEP CANYON.
 CD0981'FOLLOW THE DIM ROAD AROUND SIDE OF HILLS AND ACROSS SADDLE FOR
 CD0981'0.7 MILE TO THE HEAD OF THE DEEP CANYON.  TURN RIGHT PASSING
 CD0981'AROUND HEAD OF DEEP CANYON AND GO N BEARING TO THE LEFT SIDE OF
 CD0981'A HILL AND UP A VERY STEEP SLOPE FOR 0.7 MILE TO THE TOP OF A
 CD0981'PROMINENT HILL AND STATION.
 CD0981'
 CD0981'NOTE--STATION MAY ALSO BE REACHED FROM THE WEATHERBY RANCH BY
 CD0981'GOING S FOR 4.0 MILES TO A BUMPER GATE.  PASS THROUGH BUMPER
 CD0981'GATE AND FOLLOW BLADED ROAD FOR 2.0 MILES TO FORKS.  GO RIGHT
 CD0981'ON BLADED ROAD FOR 0.8 MILE TO FORKS.  TAKE RIGHT FORK OR STRAIGHT
 CD0981'AHEAD FOR 0.1 MILE TO A BUMPER GATE.  PASS THROUGH BUMPER GATE
 CD0981'AND FOLLOW BLADED ROAD FOR 3.4 MILES TO ANOTHER BUMPER GATE.
 CD0981'PASS THROUGH BUMPER GATE AND CONTINUE ON BLADED ROAD FOR 1.4
 CD0981'MILES TO CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO
 CD0981'A BUMPER GATE.  PASS THROUGH BUMPER GATE AND CONTINUE ON
 CD0981'BLADED ROAD FOR 1.7 MILES TO ANOTHER BUMPER GATE.  PASS
 CD0981'THROUGH BUMPER GATE AND CONTINUE ON BLADED ROAD FOR 2.0 MILES
 CD0981'TO CROSSROADS.  CONTINUE STRAIGHT AHEAD ON BLADED ROAD FOR
 CD0981'3.6 MILES TO A TRACK ROAD LEFT.  FROM THIS POINT FOLLOW FIRST
 CD0981'DESCRIPTION STARTING WITH*.
 CD0981'
 CD0981'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CD0981
 CD0981                          STATION RECOVERY (1946)
 CD0981
 CD0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946 (WFC)
 CD0981'STATION MARK--BRONZE USC-GS DISK, STAMPED ---MADERA 1943---, SET IN
 CD0981'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0773 ***********************************************************************
 CV0773  DESIGNATION -  MADG
 CV0773  PID         -  CV0773
 CV0773  STATE/COUNTY-  TX/DAWSON
 CV0773  USGS QUAD   -  PATRICIA SW (1970)
 CV0773
 CV0773                         *CURRENT SURVEY CONTROL
 CV0773  ___________________________________________________________________
 CV0773* NAD 83(1993)-  32 31 23.50522(N)    102 12 09.27254(W)     ADJUSTED  
 CV0773* NAVD 88     -       893.5    (meters)    2931.     (feet)  VERTCON   
 CV0773  ___________________________________________________________________
 CV0773  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 CV0773  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CV0773
 CV0773  HORZ ORDER  -  THIRD
 CV0773
 CV0773.The horizontal coordinates were established by classical geodetic methods
 CV0773.and adjusted by the National Geodetic Survey in February 1996..
 CV0773
 CV0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0773
 CV0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0773
 CV0773.The geoid height was determined by GEOID03.
 CV0773
 CV0773;                    North         East     Units Scale Factor Converg.
 CV0773;SPC TXNC     - 2,101,110.174   252,234.899   MT  0.99991486   -2 01 09.7
 CV0773;SPC TXNC     - 6,893,392.30    827,540.66   sFT  0.99991486   -2 01 09.7
 CV0773;UTM  13      - 3,601,880.864   762,764.618   MT  1.00045150   +1 30 17.5
 CV0773
 CV0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0773!SPC TXNC     -   0.99986349  x   0.99991486  =   0.99977837
 CV0773!UTM  13      -   0.99986349  x   1.00045150  =   1.00031493
 CV0773
 CV0773|---------------------------------------------------------------------|
 CV0773| PID    Reference Object                     Distance      Geod. Az  |
 CV0773|                                                           dddmmss.s |
 CV0773| CH8947 MADG RM 1                            35.357 METERS 08652     |
 CV0773| CV0774 KELTON                              APPROX. 1.1 KM 1442036.9 |
 CV0773| CH8948 MADG RM 2                            37.658 METERS 17418     |
 CV0773|---------------------------------------------------------------------|
 CV0773
 CV0773                          SUPERSEDED SURVEY CONTROL
 CV0773
 CV0773  NAD 83(1986)-  32 31 23.51439(N)    102 12 09.26465(W) AD(       ) 3
 CV0773  NAD 27      -  32 31 23.14100(N)    102 12 07.69100(W) AD(       ) 3
 CV0773  NGVD 29 (07/19/86)  893.2    (m)         2930.     (f) VERT ANG       
 CV0773
 CV0773.Superseded values are not recommended for survey control.
 CV0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0773.See file dsdata.txt to determine how the superseded data were derived.
 CV0773
 CV0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6276501881(NAD 83)
 CV0773_MARKER: DS = TRIANGULATION STATION DISK
 CV0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0773
 CV0773  HISTORY     - Date     Condition        Report By
 CV0773  HISTORY     - 1935     MONUMENTED       CGS
 CV0773  HISTORY     - 1938     POOR             TXHD
 CV0773  HISTORY     - 1952     POOR             PHILIP
 CV0773  HISTORY     - 1966     MARK NOT FOUND   USGS
 CV0773  HISTORY     - 1968     SEE DESCRIPTION  CGS
 CV0773
 CV0773                          STATION DESCRIPTION
 CV0773
 CV0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0773'STATION IS ABOUT 10 MILES W AND 1-1/2 MILES S OF PATRICIA POST
 CV0773'OFFICE, AND IS ABOUT 1-1/2 MILES SSW OF L.M. ESTES RANCH.
 CV0773'IT IS A NEW MONUMENT OF A RECENT SURVEY MARKING THE NW CORNER
 CV0773'OF MARTIN COUNTY, THE SW CORNER OF DAWSON COUNTY, THE SE
 CV0773'CORNER OF GAINES COUNTY AND THE NE CORNER OF ANDREWS COUNTY.
 CV0773'IT IS IN A SMALL DRAW, IN UNIVERSITY PASTURE LAND LEASED
 CV0773'BY W.S. KELTON.
 CV0773'
 CV0773'STATION MARK IS A GALVANIZED PIPE, 2-1/2 INCHES IN DIAMETER,
 CV0773'SET IN A CONCRETE POST 10 INCHES SQUARE WHICH PROJECTS 10
 CV0773'INCHES.  THE PIPE PROJECTS 14 INCHES ABOVE THE CONCRETE.
 CV0773'THERE IS A COUPLING ON THE TOP OF THE PIPE THAT HAS STAMPED
 CV0773'ON IT LONGITUDE 102 DEG 32 MIN 08.78 SEC AND LATITUDE 32 DEG
 CV0773'31 MIN 23.42 SEC.
 CV0773'
 CV0773'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CV0773'CONCRETE.
 CV0773'
 CV0773'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND PROJECTS 6
 CV0773'INCHES.
 CV0773'
 CV0773'REFERENCE MARK NO. 2 IS SSE OF THE STATION AND PROJECTS
 CV0773'8 INCHES.
 CV0773'
 CV0773'AZIMUTH MARK (STATION KELTON) IS SE OF THE STATION AND PROJECTS
 CV0773'3 INCHES.  IT IS LOCATED 135 FEET WSW OF A WIRE GATE AND 144
 CV0773'1/2 FEET WNW OF A FENCE T-INTERSECTION.
 CV0773'
 CV0773'REACHED FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN LAMESA,
 CV0773'BY GOING W 6 BLOCKS TO A T-INTERSECTION.  TURN LEFT AND GO
 CV0773'S ON A GRADED HIGHWAY FOR 5.5 MILES.  LEAVE THE HIGHWAY
 CV0773'AND GO W ON A GRADED ROAD 9.2 MILES TO GRADED CROSSROADS AT
 CV0773'EVALENA SERVICE STATION.  GO S ON A GRADED ROAD FOR 2.0 MILES
 CV0773'AT GRADED CROSSROADS TURN RIGHT AND GO W 2.0 MILES, THEN S ON
 CV0773'A GRADED ROAD 2.5 MILES, THEN W 3.0 MILES TO THE END OF THE
 CV0773'GRADED ROAD AT DIM CROSSROADS, WITH RANCH BUILDINGS IN THE NW
 CV0773'ANGLE.  TURN LEFT THROUGH A WIRE GATE AND GO S ON A TRACK
 CV0773'ROAD FOR 0.5 MILE, THEN W 1.0 MILE (PASSING THROUGH A WIRE
 CV0773'GATE AT 0.5 MILE) TO SOME RANCH BUILDINGS.  PASS TO THE RIGHT
 CV0773'OF THE HOUSE AND BETWEEN THE WINDMILL AND THE BARN AND
 CV0773'CONTINUE W ON A TRACK ROAD 1.0 MILE.  TAKE THE LEFT FORK,
 CV0773'PASS THROUGH A WIRE GATE, TURN LEFT AND GO S ON THE W SIDE
 CV0773'OF A FENCE FOR 0.1 MILE, THEN W ALONG THE N SIDE OF A
 CV0773'FENCE FOR 0.7 MILE.  TURN RIGHT AND GO N ABOUT 50 FEET TO A
 CV0773'WIRE GATE.  PASS THROUGH THE WIRE GATE AND DRIVE NW ACROSS
 CV0773'COUNTRY 0.65 MILE TO THE STATION (PASSING DOWN THE W
 CV0773'SLOPE OF A LOW RIDGE AND INTO THE LOWER GROUND).
 CV0773'
 CV0773'ALL THE OBJECTS, EXCEPT STATION VISTA, ARE VISIBLE FROM THE
 CV0773'GROUND.  A 20-FOOT STAND AT STATION VISTA WILL CLEAR THIS
 CV0773'LINE.
 CV0773
 CV0773                          STATION RECOVERY (1938)
 CV0773
 CV0773'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0773'STATION IS IN VERY POOR CONDITION.  HAS BEEN DISTURBED AND
 CV0773'OUT OF PLUMB.  REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0773'
 CV0773'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CV0773'
 CV0773'NOTE--LETTER DATED 11/2/39 BY MR. H.E. MC CONNELL OF THE
 CV0773'GRAVITY SERVICE COMPANY, LAMESA, TEXAS, STATES THAT THIS
 CV0773'STATION IS DESTROYED.
 CV0773'
 CV0773'A CONCRETE POST WITH STANDARD BRONZE CAP IS PULLED UP AND LYING
 CV0773'ON THE GROUND IN APPROXIMATE POSITION AS DESCRIBED, BUT LOCATION
 CV0773'OF STATION WAS NOT RECOVERED WITHIN SUFFICIENTLY CLOSE LIMITS.
 CV0773'WAS PROBABLY DELIBERATELY PULLED UP DUE TO THE COUNTY LINE
 CV0773'DISPUTES.
 CV0773
 CV0773                          STATION RECOVERY (1952)
 CV0773
 CV0773'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1952 (CTA)
 CV0773'STATION MARK AND REFERENCE MARK 2 WERE BOTH BLOWN OUT OF THE
 CV0773'GROUND.  REFERENCE MARK 1 IS IN GOOD CONDITION.  AZIMUTH
 CV0773'MARK (TRIANGULATION STATION KELTON) IS IN GOOD CONDITION.
 CV0773'STATION IS LOCATED 20 MI. SW OF LAMESA.
 CV0773
 CV0773                          STATION RECOVERY (1966)
 CV0773
 CV0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CV0773'STATION WAS SEARCHED FOR BUT NOT FOUND, BELIEVED DESTROYED
 CV0773'BY HIGHWAY CONSTRUCTION.
 CV0773'
 CV0773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 CV0773'W AND 1-1/2 MILES S OF PACTRICA P.O.
 CV0773
 CV0773                          STATION RECOVERY (1968)
 CV0773
 CV0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0773'THE STATION MARK WAS FOUND TO BE DESTROYED.  THE CONCRETE POST HAD
 CV0773'BEEN PULLED OUT OF THE GROUND AND LAYING NEAR BY.  A LIME STONE ROCK
 CV0773'HAS BEEN PLACED AT THE STATION LOCATION.  THE ROCK HAS A LARGE
 CV0773'CROSS AND LETTERS ENGRAVED AS FOLLOWS--SE G C.  SW D C.  NE A C AND
 CV0773'NW M C.  REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 CV0773'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND TO BE
 CV0773'DESTROYED.
 CV0773'
 CV0773'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 115 AND 349 AT
 CV0773'PATRICA, GO WEST ON STATE HIGHWAY 115 FOR 0.7 MILE TO FARM ROAD
 CV0773'828.  CONTINUE WEST ON STATE HIGHWAY 115 FOR 10.4 MILES TO TWO
 CV0773'COUNTY LINE WOODEN POSTS AND STATION ON THE LEFT.
 CV0773'
 CV0773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES WEST
 CV0773'OF PATRIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2293 ***********************************************************************
 BL2293  DESIGNATION -  MADISONVILLE MADISON CTHSE TWR
 BL2293  PID         -  BL2293
 BL2293  STATE/COUNTY-  TX/MADISON
 BL2293  USGS QUAD   -  MADISONVILLE (1963)
 BL2293
 BL2293                         *CURRENT SURVEY CONTROL
 BL2293  ___________________________________________________________________
 BL2293* NAD 83(1993)-  30 56 55.36906(N)    095 54 50.21053(W)     ADJUSTED  
 BL2293* NAVD 88     -                                                        
 BL2293  ___________________________________________________________________
 BL2293  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BL2293  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BL2293
 BL2293  HORZ ORDER  -  THIRD
 BL2293
 BL2293.The horizontal coordinates were established by classical geodetic methods
 BL2293.and adjusted by the National Geodetic Survey in February 1996..
 BL2293
 BL2293
 BL2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2293
 BL2293.The geoid height was determined by GEOID03.
 BL2293
 BL2293;                    North         East     Units Scale Factor Converg.
 BL2293;SPC TX C     - 3,150,507.581 1,122,135.090   MT  0.99988216   +2 16 34.5
 BL2293;SPC TX C     -10,336,290.29  3,681,538.21   sFT  0.99988216   +2 16 34.5
 BL2293;UTM  15      - 3,427,560.695   221,611.209   MT  1.00055610   -1 29 58.3
 BL2293
 BL2293                          SUPERSEDED SURVEY CONTROL
 BL2293
 BL2293  NAD 83(1986)-  30 56 55.38172(N)    095 54 50.18941(W) AD(       ) 4
 BL2293  NAD 27      -  30 56 54.69800(N)    095 54 49.36200(W) AD(       ) 3
 BL2293
 BL2293.Superseded values are not recommended for survey control.
 BL2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2293.See file dsdata.txt to determine how the superseded data were derived.
 BL2293
 BL2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ2161127561(NAD 83)
 BL2293_MARKER: 82 = FINIAL
 BL2293
 BL2293  HISTORY     - Date     Condition        Report By
 BL2293  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2293  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL2293
 BL2293                          STATION DESCRIPTION
 BL2293
 BL2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2293'THIS STATION IS THE FINIAL ABOVE THE CENTER OF THE CLOCK
 BL2293'TOWER OF THE MADISON COUNTY COURTHOUSE, MADISONVILLE.  THE
 BL2293'TOWER IS ABOUT 40 FEET ABOVE THE CENTER OF THE COURTHOUSE.
 BL2293'THE TOWER IS SQUARE.  EACH FACE HAS THREE WINDOWS AT THE
 BL2293'BOTTOM, A CLOCK FACE IN THE CENTER, AND TWO SMALL WINDOWS
 BL2293'IN THE UPPER CORNERS.
 BL2293'
 BL2293'A CYLINDRICAL COLUMN STANDS AT EACH CORNER OF THE TOWER.
 BL2293'THEY ARE SURMOUNTED BY SMALL SPIRES AND FINIALS.  THE NW
 BL2293'COLUMN IS LARGER THAN THE OTHERS AND HAS WINDOWS.
 BL2293'
 BL2293'THERE IS A SMALL GABLE ABOVE EACH FACE.
 BL2293'
 BL2293'THE COURTHOUSE WAS BUILT IN 1894.  IT IS IN THE CENTER OF TOWN
 BL2293'AND IS SURROUNDED BY MAIN, MADISON, TRINITY, AND ELM STREETS
 BL2293'ON THE N, E, S, AND W, RESPECTIVELY.
 BL2293
 BL2293                          STATION RECOVERY (1996)
 BL2293
 BL2293'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0443 ***********************************************************************
 BA0443  DESIGNATION -  MADRIL
 BA0443  PID         -  BA0443
 BA0443  STATE/COUNTY-  TX/PRESIDIO
 BA0443  USGS QUAD   -  SANTANA MESA (1971)
 BA0443
 BA0443                         *CURRENT SURVEY CONTROL
 BA0443  ___________________________________________________________________
 BA0443* NAD 83(1993)-  29 20 19.21940(N)    103 54 02.65673(W)     ADJUSTED  
 BA0443* NAVD 88     -      1367.     (meters)    4485.     (feet)  SCALED    
 BA0443  ___________________________________________________________________
 BA0443  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BA0443  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BA0443
 BA0443  HORZ ORDER  -  FIRST
 BA0443
 BA0443.The horizontal coordinates were established by classical geodetic methods
 BA0443.and adjusted by the National Geodetic Survey in February 1996..
 BA0443
 BA0443.The orthometric height was scaled from a topographic map.
 BA0443
 BA0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0443
 BA0443.The geoid height was determined by GEOID03.
 BA0443
 BA0443;                    North         East     Units Scale Factor Converg.
 BA0443;SPC TXSC     - 4,176,800.738   124,246.696   MT  0.99986325   -2 24 03.4
 BA0443;SPC TXSC     -13,703,387.09    407,632.70   sFT  0.99986325   -2 24 03.4
 BA0443;UTM  13      - 3,246,010.176   606,720.600   MT  0.99974053   +0 32 19.2
 BA0443
 BA0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0443!SPC TXSC     -   0.99978871  x   0.99986325  =   0.99965199
 BA0443!UTM  13      -   0.99978871  x   0.99974053  =   0.99952930
 BA0443
 BA0443|---------------------------------------------------------------------|
 BA0443| PID    Reference Object                     Distance      Geod. Az  |
 BA0443|                                                           dddmmss.s |
 BA0443| CH8950 MADRIL RM 1                           2.350 METERS 06136     |
 BA0443| CH8951 MADRIL RM 2                          10.850 METERS 31359     |
 BA0443| CH8949 MADRIL AZ MK                                       3190330.1 |
 BA0443|---------------------------------------------------------------------|
 BA0443
 BA0443                          SUPERSEDED SURVEY CONTROL
 BA0443
 BA0443  NAD 83(1986)-  29 20 19.20844(N)    103 54 02.64564(W) AD(       ) 1
 BA0443  NAD 27      -  29 20 18.50500(N)    103 54 00.94900(W) AD(       ) 1
 BA0443
 BA0443.Superseded values are not recommended for survey control.
 BA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0443.See file dsdata.txt to determine how the superseded data were derived.
 BA0443
 BA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN0672146010(NAD 83)
 BA0443_MARKER: DS = TRIANGULATION STATION DISK
 BA0443_SETTING: 66 = SET IN ROCK OUTCROP
 BA0443
 BA0443  HISTORY     - Date     Condition        Report By
 BA0443  HISTORY     - 1934     MONUMENTED       CGS
 BA0443
 BA0443                          STATION DESCRIPTION
 BA0443
 BA0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0443'ABOUT 18 MILES WEST OF TERLINGUA, 9 MILES WEST-NORTHWEST OF
 BA0443'LAJITAS POST OFFICE, 3-1/2 MILES NORTH OF THE RIO GRANDE
 BA0443'AND 16 MILES EAST-SOUTHEAST OF REDFORD.  STATION IS NEAR THE
 BA0443'EAST END OF THE HIGHEST MESA KNOWN AS THE MADRIL MESA,
 BA0443'APPROXIMATELY 100 FEET SOUTH OF ITS NORTH EDGE AND ABOUT 500
 BA0443'FEET WEST OF ITS NORTHEAST CORNER.  THERE IS HIGHER GROUND TO
 BA0443'THE WEST.
 BA0443'
 BA0443'TO REACH FROM SMITH RANCH IN FRESNO CANYON, GO SOUTH ON MAIN
 BA0443'ROAD 1.6 MILES TO U.S. GEOLOGICAL SURVEY BENCH MARK NO. 3119
 BA0443'AND END OF TRUCK TRAVEL.  FROM HERE GO WEST TO HORSE TRAIL THAT
 BA0443'PASSES ALONG TOP F A BLACK RIM ROCK, FOLLOW TRAIL WEST UP
 BA0443'CREEK TO MADRIL RANCH, AN OLD ABANDONED ADOBE HOUSE.  FROM
 BA0443'MADRIL RANCH FOLLOW CREEK BED SOUTH ABOUT 100 YARDS, TAKE
 BA0443'LEFT FORK OF A CREEK SOUTHEAST AND GO ABOUT 100 YARDS.  HERE
 BA0443'TRAIL LEAVES CREEK BOTTOM ON SOUTH SIDE OF CREEK.  FOLLOW
 BA0443'TRAIL TO TWO SPRINGS IN THE RIGHT BANK OF CREEK AT FOOT OF
 BA0443'WHITE SAND BLUFFS, AT UPPER OF THE TWO SPRINGS (SOUTH
 BA0443'SPRING) LEAVE CREEK BOTTOM AND FOLLOW TRAIL UP FACE OF WHITE
 BA0443'SAND BLUFF, FOLLOW TRAIL SOUTHWEST TO WHERE IT CROSSES
 BA0443'ANOTHER DRY CREEK AT THE HEAD OF A BOX CANYON, FROM HERE
 BA0443'BEAR LEFT (SOUTHEAST) ON MAIN TRAIL.  JUST BEYOND WHERE
 BA0443'TRAIL ENTERS CREEK BOTTOM AGAIN, CONTINUE SOUTHWEST UP CREEK
 BA0443'BOTTOM TO CREEK FORKS, HERE TRAIL LEAVES CREEK BOTTOM
 BA0443'AGAIN.  IN THE V, FOLLOW TRAIL THAT PARALLELS THE LEFT FORK
 BA0443'OF CREEK SOUTHWEST, FOLLOW THIS MAIN TRAIL TO A SMALL SADDLE
 BA0443'WHERE TRAIL STARTS TO DROP SHARP TO THE WEST INTO A DEEP
 BA0443'CANYON.  HERE A TRAIL COMES IN FROM THE LEFT (SOUTHEAST),
 BA0443'TURN LEFT ON THIS TRAIL AND FOLLOW TO TOP OF HIGHEST MESA,
 BA0443'CONTINUE ALONG THE TOP OF MESA TO THE NORTHEAST CORNER AND
 BA0443'STATION.  A 3-HOUR HORSE PACK FROM SMITH RANCH.  WATER AT
 BA0443'RANCH.
 BA0443'
 BA0443'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BA0443'DISKS SET IN OUTCROPPING BEDROCK.
 BA0443'
 BA0443'AZIMUTH MARK IS NORTHWEST OF STATION, ON FIRST POINT WEST
 BA0443'OF STATION JUTTING TO THE NORTH, PART OF SAME MESA.
 BA0443'
 BA0443'A 4-FOOT STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0239 ***********************************************************************
 BN0239  DESIGNATION -  MAG STA
 BN0239  PID         -  BN0239
 BN0239  STATE/COUNTY-  TX/MASON
 BN0239  USGS QUAD   -  MASON (1979)
 BN0239
 BN0239                         *CURRENT SURVEY CONTROL
 BN0239  ___________________________________________________________________
 BN0239* NAD 83(1986)-  30 44 55.     (N)    099 13 57.     (W)     SCALED    
 BN0239* NAVD 88     -       469.576  (meters)    1540.60   (feet)  ADJUSTED  
 BN0239  ___________________________________________________________________
 BN0239  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BN0239  DYNAMIC HT  -         468.937 (meters)    1538.50  (feet)  COMP
 BN0239  MODELED GRAV-     979,265.4   (mgal)                       NAVD 88
 BN0239
 BN0239  VERT ORDER  -  FIRST     CLASS II
 BN0239
 BN0239.The horizontal coordinates were scaled from a topographic map and have
 BN0239.an estimated accuracy of +/- 6 seconds.
 BN0239
 BN0239.The orthometric height was determined by differential leveling
 BN0239.and adjusted by the National Geodetic Survey in June 1991..
 BN0239
 BN0239.The geoid height was determined by GEOID03.
 BN0239
 BN0239.The dynamic height is computed by dividing the NAVD 88
 BN0239.geopotential number by the normal gravity value computed on the
 BN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0239.degrees latitude (g = 980.6199 gals.).
 BN0239
 BN0239.The modeled gravity was interpolated from observed gravity values.
 BN0239
 BN0239;                    North         East    Units  Estimated Accuracy
 BN0239;SPC TX C     - 3,120,460.      805,400.      MT  (+/- 180 meters Scaled)
 BN0239
 BN0239                          SUPERSEDED SURVEY CONTROL
 BN0239
 BN0239  NGVD 29 (??/??/92)  469.518  (m)         1540.41   (f) ADJ UNCH    1 2
 BN0239
 BN0239.Superseded values are not recommended for survey control.
 BN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0239.See file dsdata.txt to determine how the superseded data were derived.
 BN0239
 BN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV777017(NAD 83)
 BN0239_MARKER: DB = BENCH MARK DISK
 BN0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0239_STAMPING: 1924
 BN0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0239+STABILITY: SURFACE MOTION
 BN0239
 BN0239  HISTORY     - Date     Condition        Report By
 BN0239  HISTORY     - 1924     MONUMENTED       CGS
 BN0239  HISTORY     - 1931     GOOD             NGS
 BN0239  HISTORY     - 1953     GOOD             NGS
 BN0239  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0239  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0239  HISTORY     - 19960213 MARK NOT FOUND   USPSQD
 BN0239  HISTORY     - 20041005 MARK NOT FOUND   USPSQD
 BN0239
 BN0239                          STATION DESCRIPTION
 BN0239
 BN0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0239'IN MASON.
 BN0239'IN THE TOWN OF MASON, IN THE NW PORTION OF THE COURT HOUSE GROUND
 BN0239'ABOUT 40 M. NW OF THE NW CORNER OF THE COURT HOUSE.  A CONCRETE POST
 BN0239'SET FLUSH WITH THE SURFACE OF THE GROUND, AND WITH A STANDARD MAGNETIC
 BN0239'STATION DISC SET IN THE TOP, AND STAMPED 1924.
 BN0239
 BN0239                          STATION RECOVERY (1953)
 BN0239
 BN0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BN0239'RECOVERED IN GOOD CONDITION.
 BN0239
 BN0239                          STATION RECOVERY (1982)
 BN0239
 BN0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0239'SEARCHED FOR, BUT NOT FOUND.
 BN0239
 BN0239                          STATION RECOVERY (1991)
 BN0239
 BN0239'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0239'MARK NOT FOUND.
 BN0239
 BN0239                          STATION RECOVERY (1996)
 BN0239
 BN0239'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0239'MARK NOT FOUND.
 BN0239
 BN0239                          STATION RECOVERY (2004)
 BN0239
 BN0239'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0702 ***********************************************************************
 BN0702  DESIGNATION -  MAGILL
 BN0702  PID         -  BN0702
 BN0702  STATE/COUNTY-  TX/LLANO
 BN0702  USGS QUAD   -  MAGILL MOUNTAIN (1979)
 BN0702
 BN0702                         *CURRENT SURVEY CONTROL
 BN0702  ___________________________________________________________________
 BN0702* NAD 83(1993)-  30 54 21.48198(N)    098 46 37.44930(W)     ADJUSTED  
 BN0702* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 BN0702  ___________________________________________________________________
 BN0702  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 BN0702  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BN0702
 BN0702  HORZ ORDER  -  FIRST
 BN0702
 BN0702.The horizontal coordinates were established by classical geodetic methods
 BN0702.and adjusted by the National Geodetic Survey in February 1996..
 BN0702
 BN0702.The orthometric height was scaled from a topographic map.
 BN0702
 BN0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0702
 BN0702.The geoid height was determined by GEOID03.
 BN0702
 BN0702;                    North         East     Units Scale Factor Converg.
 BN0702;SPC TX C     - 3,138,423.080   848,753.257   MT  0.99988312   +0 48 05.6
 BN0702;SPC TX C     -10,296,643.05  2,784,617.98   sFT  0.99988312   +0 48 05.6
 BN0702;UTM  14      - 3,419,202.102   521,303.201   MT  0.99960560   +0 06 52.2
 BN0702
 BN0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0702!SPC TX C     -   0.99992231  x   0.99988312  =   0.99980544
 BN0702!UTM  14      -   0.99992231  x   0.99960560  =   0.99952794
 BN0702
 BN0702|---------------------------------------------------------------------|
 BN0702| PID    Reference Object                     Distance      Geod. Az  |
 BN0702|                                                           dddmmss.s |
 BN0702| CV5590 MAGILL RM 1                          39.161 METERS 03336     |
 BN0702| CV5589 MAGILL AZ MK                                       1145335.2 |
 BN0702| BN0695 LLANO MUNICIPAL STANDPIPE           APPROX.20.4 KM 1512834.0 |
 BN0702| CV5591 MAGILL RM 2                          42.946 METERS 31753     |
 BN0702|---------------------------------------------------------------------|
 BN0702
 BN0702                          SUPERSEDED SURVEY CONTROL
 BN0702
 BN0702  NAD 83(1986)-  30 54 21.49244(N)    098 46 37.43516(W) AD(       ) 1
 BN0702  NAD 27      -  30 54 20.87200(N)    098 46 36.29300(W) AD(       ) 1
 BN0702
 BN0702.Superseded values are not recommended for survey control.
 BN0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0702.See file dsdata.txt to determine how the superseded data were derived.
 BN0702
 BN0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV2130319202(NAD 83)
 BN0702_MARKER: DS = TRIANGULATION STATION DISK
 BN0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0702
 BN0702  HISTORY     - Date     Condition        Report By
 BN0702  HISTORY     - 1935     MONUMENTED       CGS
 BN0702  HISTORY     - 1937     GOOD             CGS
 BN0702  HISTORY     - 1956     GOOD             CGS
 BN0702
 BN0702                          STATION DESCRIPTION
 BN0702
 BN0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0702'STATION IS LOCATED ON THE LAND OF MRS. EULA KUYKENDALL, 6
 BN0702'1/2 MILES SW OF CHEROKEE, 4 MILES NNW OF VALLEY SPRINGS, AND
 BN0702'1 MILE S OF THE SAN SABA-LLANO COUNTY LINE, ON TOP OF A
 BN0702'PROMINENT HILL, KNOWN AS MAGILL PEAK, ABOUT 1/2 MILE NW OF
 BN0702'THE KUYKENDALL HOME.
 BN0702'
 BN0702'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 BN0702'DISKS SET IN CONCRETE.
 BN0702'
 BN0702'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 BN0702'HOLES IN OUTCROPPING BEDROCK.
 BN0702'
 BN0702'REFERENCE MARK NO. 1 IS 39.158 METERS (128.49 FEET) NNE OF
 BN0702'STATION SET IN BEDROCK.
 BN0702'
 BN0702'REFERENCE MARK NO. 2 IS 42.932 METERS (140.88 FEET) WNW OF
 BN0702'STATION SET IN BEDROCK.
 BN0702'
 BN0702'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SE OF STATION, ABOUT
 BN0702'135 FEET N OF GATE TO THE KUYKENDALL HOUSE, 80 FEET W OF
 BN0702'CENTER LINE OF N AND S ROAD, ON N AND S FENCE LINE.  MARK
 BN0702'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 BN0702'
 BN0702'REACHED FROM CHEROKEE POST OFFICE BY GOING S ON STATE HIGHWAY
 BN0702'81 FOR 0.6 MILE.  THEN TAKE GRADED T-ROAD RIGHT W FOR 0.55
 BN0702'MILE, THEN LEFT S AT ROAD END FOR 0.5 MILE.  RIGHT W FOR
 BN0702'1.05 MILES.  PASS THROUGH CATTLE GUARD.  TURN LEFT AND TAKE
 BN0702'MAIN GRADED ROAD S 3.4 MILES.  TAKE MAIN LEFT FORK FOR 1.55
 BN0702'MILES.  TAKE MAIN RIGHT FORK FOR 0.3 MILE.  TURN RIGHT W
 BN0702'THROUGH GATE TO KUYKENDALL HOUSE FOR 0.15 MILE.  TURN RIGHT
 BN0702'IN THE REAR OF THIS HOUSE, PASS THROUGH GATE AND FOLLOW ROAD
 BN0702'TO W SIDE OF FIELD NORTHWARD FOR 0.3 MILE.  TURN LEFT W
 BN0702'THROUGH GROVE TO THE N SIDE OF A SPUR RIDGE FOR 0.2 MILE TO
 BN0702'THE FOOT OF HILL AND END OF TRUCK TRAVEL.  GO SW UP HILL
 BN0702'FOR 0.25 MILE TO THE TOP OF HILL AND STATION, WHICH IS ON
 BN0702'THE HIGHEST POINT OF THE HILL, IN A CLEARED AREA SURROUNDED
 BN0702'BY SMALL OAK TREES, ABOUT 100 FEET W OF THE E EDGE OF THE
 BN0702'HILL.  MARK PROJECTS ABOUT 3 INCHES.
 BN0702'
 BN0702'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BN0702
 BN0702                          STATION RECOVERY (1937)
 BN0702
 BN0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 BN0702'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 BN0702'CONDITION.
 BN0702
 BN0702                          STATION RECOVERY (1956)
 BN0702
 BN0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0702'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BN0702'THE GENERAL DESCRIPTION OF THE STATION IS CORRECT AND ADEQUATE.
 BN0702'A NEW TO REACH FOLLOWS--
 BN0702'
 BN0702'TO REACH THE STATION FROM THE POST OFFICE IN VALLEY SPRINGS,
 BN0702'GO EAST AND SOUTH ON A HARD SURFACED ROAD FOR 0.3 MILE TO A
 BN0702'GRAVELLED CROSS ROAD, TURN LEFT AND GO EAST ON THE MAIN
 BN0702'GRAVELLED ROAD FOR 1 MILE TO A SIDE ROAD ON THE LEFT, TURN
 BN0702'LEFT AND GO NORTHEASTERLY FOR 4.3 MILES TO A CATTLE GUARD
 BN0702'AND A SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD, PASSING
 BN0702'THROUGH THE CATTLE GUARD, AND GO 0.3 MILE TO A SIDE ROAD ON THE
 BN0702'LEFT AND THE AZIMUTH MARK AS PREVIOUSLY DESCRIBED, TURN LEFT
 BN0702'ON THE SIDE ROAD AND GO WEST FOR 0.15 MILE TO A FARM HOME
 BN0702'ON THE RIGHT, BEAR RIGHT, AROUND THE HOUSE TO A GATE ABOUT
 BN0702'150 FEET NORTHWEST OF THE HOUSE, PASS THROUGH GATE AND
 BN0702'CONTINUE NORTHWESTERLY FOR 0.05 MILE TO A GATE, PASS THROUGH
 BN0702'GATE AND CONTINUE THROUGH THE PASTURE FOR 0.55 MILE TO A
 BN0702'FORK, TAKE THE LEFT ROAD AND GO WESTERLY FOR 0.45 MILE TO
 BN0702'A FORK, TAKE THE LEFT ROAD AND GO 0.25 MILE TO A FORK,
 BN0702'TAKE LEFT DIM TRACK ROAD AND GO 0.15 MILE, BEAR LEFT,
 BN0702'LEAVING DIM TRACK ROAD, AND GO 0.05 MILE TO BASE OF HILL AND
 BN0702'END OF TRUCK TRAVEL, PACK EAST TO TOP OF HILL AND THE
 BN0702'STATION, A 10 MINUTE PACK.
 BN0702'
 BN0702'HEIGHT OF LIGHT PLATE - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2681 ***********************************************************************
 AX2681  DESIGNATION -  MAGNET
 AX2681  PID         -  AX2681
 AX2681  STATE/COUNTY-  TX/WHARTON
 AX2681  USGS QUAD   -  LANE CITY (1980)
 AX2681
 AX2681                         *CURRENT SURVEY CONTROL
 AX2681  ___________________________________________________________________
 AX2681* NAD 83(1993)-  29 08 41.40100(N)    096 01 21.59782(W)     ADJUSTED  
 AX2681* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 AX2681  ___________________________________________________________________
 AX2681  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AX2681  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX2681
 AX2681  HORZ ORDER  -  THIRD
 AX2681
 AX2681.The horizontal coordinates were established by classical geodetic methods
 AX2681.and adjusted by the National Geodetic Survey in February 1996..
 AX2681.No horizontal observational check was made to the station.
 AX2681
 AX2681.The orthometric height was scaled from a topographic map.
 AX2681
 AX2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2681
 AX2681.The geoid height was determined by GEOID03.
 AX2681
 AX2681;                    North         East     Units Scale Factor Converg.
 AX2681;SPC TXSC     - 4,149,036.080   889,633.506   MT  0.99986871   +1 27 31.1
 AX2681;SPC TXSC     -13,612,295.87  2,918,739.26   sFT  0.99986871   +1 27 31.1
 AX2681;UTM  14      - 3,227,699.466   789,655.957   MT  1.00063546   +1 27 03.7
 AX2681;UTM  15      - 3,227,812.087   205,931.666   MT  1.00066725   -1 28 23.4
 AX2681
 AX2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2681!SPC TXSC     -   1.00000080  x   0.99986871  =   0.99986951
 AX2681!UTM  14      -   1.00000080  x   1.00063546  =   1.00063626
 AX2681!UTM  15      -   1.00000080  x   1.00066725  =   1.00066805
 AX2681
 AX2681|---------------------------------------------------------------------|
 AX2681| PID    Reference Object                     Distance      Geod. Az  |
 AX2681|                                                           dddmmss.s |
 AX2681| CV6530 MAGNET RM 1                          24.935 METERS 22532     |
 AX2681| CV6529 MAGNET AZ MK                                       2471738.2 |
 AX2681| CV6531 MAGNET RM 2                          39.588 METERS 29303     |
 AX2681|---------------------------------------------------------------------|
 AX2681
 AX2681                          SUPERSEDED SURVEY CONTROL
 AX2681
 AX2681  NAD 83(1986)-  29 08 41.41099(N)    096 01 21.58369(W) AD(       ) 3
 AX2681  NAD 27      -  29 08 40.50558(N)    096 01 20.73713(W) AD(       ) 3
 AX2681
 AX2681.Superseded values are not recommended for survey control.
 AX2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2681.See file dsdata.txt to determine how the superseded data were derived.
 AX2681
 AX2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8965627699(NAD 83)
 AX2681_MARKER: DS = TRIANGULATION STATION DISK
 AX2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2681
 AX2681  HISTORY     - Date     Condition        Report By
 AX2681  HISTORY     - 1954     MONUMENTED       CGS
 AX2681
 AX2681                          STATION DESCRIPTION
 AX2681
 AX2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2681'THE STATION IS ABOUT 12 MILES SOUTH-SOUTHEAST OF WHARTON, 12 MILES
 AX2681'NORTH-NORTHWEST OF BAY CITY, AND 4-1/2 MILES SOUTH OF LANE CITY.
 AX2681'
 AX2681'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF LANE CITY, GO
 AX2681'SOUTHEASTERLY ON STATE HIGHWAY 60 FOR 4.3 MILES TO A CROSSROAD AND
 AX2681'TWO CONCRETE CULVERTS.  TURN RIGHT, SOUTHWEST, AND GO ON A GRAVEL
 AX2681'ROAD AS PER SIGN HUMBLE MAGNET DIST CAMP FOR 1.9 MILES TO AN EXPOSED
 AX2681'GAS LINE CONTROL VALVE SYSTEM ON THE LEFT AND A SIDE ROAD LEFT.
 AX2681'TURN LEFT AND GO 200 FEET TO THE STATION MARK ON THE RIGHT.
 AX2681'
 AX2681'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.  THE
 AX2681'STATION MARK AND REFERENCE MARKS 1 AND 2 ARE ON THE PROPERTY OF DOW
 AX2681'CHEMICAL CO.
 AX2681'
 AX2681'THE STATION MARK IS STAMPED MAGNET 1954 AND IT PROJECTS 5 INCHES.
 AX2681'THE MARK IS 71 FEET NORTH OF THE NORTH END OF A TILE CULVERT.  70
 AX2681'FEET NORTHWEST OF A T-ROAD INTERSECTION.  51 FEET SOUTHEAST OF A
 AX2681'CONCRETE PIPELINE SUPPORT WHICH IS AT THE SOUTHEAST END OF A VALVE
 AX2681'SYSTEM.  AND 3 FEET SOUTH OF A WHITE POST.
 AX2681'
 AX2681'REFERENCE MARK NO 1 IS STAMPED MAGNET NO 1 1954 AND IT PROJECTS 6
 AX2681'INCHES.  THE MARK IS 25 FEET NORTHWEST OF THE NORTH END OF A TILE
 AX2681'CULVERT.  10 FEET SOUTH OF A SMALL CATCH BASIN AND 1 FOOT EAST OF A
 AX2681'FENCE LINE.
 AX2681'
 AX2681'REFERENCE MARK NO 2 IS STAMPED MAGNET NO 2 1954 AND IT PROJECTS 6
 AX2681'INCHES.  THE MARK IS 50 FEET SOUTHWEST OF A PIPELINE VALVE SYSTEM.
 AX2681'30 FEET SOUTH OF THE SOUTH CORNER OF A CONCRETE BASE SUPPORTING A
 AX2681'SMALL TANK.  AND 1 FOOT NORTHEAST OF A FENCE LINE.
 AX2681'
 AX2681'THE AZIMUTH MARK IS STAMPED MAGNET 1954 AND IT PROJECTS 4 INCHES.
 AX2681'THE MARK IS 0.4 MILE WEST-SOUTHWEST OF THE STATION.  110 FEET EAST
 AX2681'OF THE SOUTHEAST END OF A CULVERT.  41 FEET SOUTHEAST OF THE CENTER
 AX2681'OF A GRAVEL ROAD.  2 FEET EAST OF A WHITE POST AND 18 INCHES
 AX2681'SOUTHEAST OF A POWER LINE POLE.
 AX2681'
 AX2681'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON A GRAVEL
 AX2681'ROAD FOR 0.4 MILE TO A POWER LINE POLE AND THE AZIMUTH MARK ON THE
 AX2681'LEFT.  THE ROAD CROSSES A DEEP DRAIN JUST BEYOND THIS POINT.
 AX2681'
 AX2681'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0096 ***********************************************************************
 BN0096  DESIGNATION -  MAGNETIC MARK
 BN0096  PID         -  BN0096
 BN0096  STATE/COUNTY-  TX/BLANCO
 BN0096  USGS QUAD   -  JOHNSON CITY (1982)
 BN0096
 BN0096                         *CURRENT SURVEY CONTROL
 BN0096  ___________________________________________________________________
 BN0096* NAD 83(1986)-  30 16 42.     (N)    098 24 39.     (W)     SCALED    
 BN0096* NAVD 88     -       362.493  (meters)    1189.28   (feet)  ADJUSTED  
 BN0096  ___________________________________________________________________
 BN0096  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BN0096  DYNAMIC HT  -         361.996 (meters)    1187.65  (feet)  COMP
 BN0096  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 BN0096
 BN0096  VERT ORDER  -  SECOND    CLASS 0
 BN0096
 BN0096.The horizontal coordinates were scaled from a topographic map and have
 BN0096.an estimated accuracy of +/- 6 seconds.
 BN0096
 BN0096.The orthometric height was determined by differential leveling
 BN0096.and adjusted by the National Geodetic Survey in June 1991..
 BN0096
 BN0096.The geoid height was determined by GEOID03.
 BN0096
 BN0096.The dynamic height is computed by dividing the NAVD 88
 BN0096.geopotential number by the normal gravity value computed on the
 BN0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0096.degrees latitude (g = 980.6199 gals.).
 BN0096
 BN0096.The modeled gravity was interpolated from observed gravity values.
 BN0096
 BN0096;                    North         East    Units  Estimated Accuracy
 BN0096;SPC TX C     - 3,069,410.      884,960.      MT  (+/- 180 meters Scaled)
 BN0096
 BN0096                          SUPERSEDED SURVEY CONTROL
 BN0096
 BN0096  NGVD 29 (??/??/92)  362.412  (m)         1189.01   (f) ADJ UNCH    2 0
 BN0096
 BN0096.Superseded values are not recommended for survey control.
 BN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0096.See file dsdata.txt to determine how the superseded data were derived.
 BN0096
 BN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU566497(NAD 83)
 BN0096_MARKER: DB = BENCH MARK DISK
 BN0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0096+STABILITY: SURFACE MOTION
 BN0096
 BN0096  HISTORY     - Date     Condition        Report By
 BN0096  HISTORY     - UNK      MONUMENTED       CGS
 BN0096  HISTORY     - 1953     GOOD             NGS
 BN0096  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0096  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0096
 BN0096                          STATION DESCRIPTION
 BN0096
 BN0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0096'IN JOHNSON CITY.
 BN0096'AT JOHNSON CITY, 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BN0096'COURTHOUSE, 32.3 FEET SOUTHWEST OF A 6 INCH PECAN TREE, SET IN THE TOP
 BN0096'OF A LIMESTONE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BN0096
 BN0096                          STATION RECOVERY (1990)
 BN0096
 BN0096'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0096'MARK NOT FOUND.
 BN0096
 BN0096                          STATION RECOVERY (1991)
 BN0096
 BN0096'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0095 ***********************************************************************
 EO0095  DESIGNATION -  MAGNETIC STA
 EO0095  PID         -  EO0095
 EO0095  STATE/COUNTY-  TX/CASTRO
 EO0095  USGS QUAD   -  DIMMITT (1980)
 EO0095
 EO0095                         *CURRENT SURVEY CONTROL
 EO0095  ___________________________________________________________________
 EO0095* NAD 83(1986)-  34 33 02.     (N)    102 18 49.     (W)     SCALED    
 EO0095* NAVD 88     -      1182.333  (meters)    3879.04   (feet)  ADJUSTED  
 EO0095  ___________________________________________________________________
 EO0095  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 EO0095  DYNAMIC HT  -        1180.820 (meters)    3874.07  (feet)  COMP
 EO0095  MODELED GRAV-     979,315.3   (mgal)                       NAVD 88
 EO0095
 EO0095  VERT ORDER  -  SECOND    CLASS 0
 EO0095
 EO0095.The horizontal coordinates were scaled from a topographic map and have
 EO0095.an estimated accuracy of +/- 6 seconds.
 EO0095
 EO0095.The orthometric height was determined by differential leveling
 EO0095.and adjusted by the National Geodetic Survey in June 1991..
 EO0095
 EO0095.The geoid height was determined by GEOID03.
 EO0095
 EO0095.The dynamic height is computed by dividing the NAVD 88
 EO0095.geopotential number by the normal gravity value computed on the
 EO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0095.degrees latitude (g = 980.6199 gals.).
 EO0095
 EO0095.The modeled gravity was interpolated from observed gravity values.
 EO0095
 EO0095;                    North         East    Units  Estimated Accuracy
 EO0095;SPC TX N     - 1,061,390.      125,320.      MT  (+/- 180 meters Scaled)
 EO0095
 EO0095                          SUPERSEDED SURVEY CONTROL
 EO0095
 EO0095  NGVD 29 (??/??/92) 1181.83   (m)         3877.4    (f) COMPUTED    2 0
 EO0095
 EO0095.Superseded values are not recommended for survey control.
 EO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0095.See file dsdata.txt to determine how the superseded data were derived.
 EO0095
 EO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU465264(NAD 83)
 EO0095_MARKER: DB = BENCH MARK DISK
 EO0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0095+STABILITY: SURFACE MOTION
 EO0095
 EO0095  HISTORY     - Date     Condition        Report By
 EO0095  HISTORY     - UNK      MONUMENTED       CGS
 EO0095  HISTORY     - 1934     GOOD             NGS
 EO0095  HISTORY     - 1964     POOR             USGS
 EO0095
 EO0095                          STATION DESCRIPTION
 EO0095
 EO0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0095'0.5 MI W FROM DIMMITT.
 EO0095'0.5 MILE WEST ALONG STATE HIGHWAY 86 FROM THE FORT WORTH AND DENVER
 EO0095'RAILWAY STATION AT DIMMITT, AT THE GRAMMAR SCHOOL, 60 YARDS NORTHEAST
 EO0095'OF THE NORTHEAST CORNER OF THE BUILDING, 40 YARDS SOUTHWEST OF THE
 EO0095'NORTHEAST STREET CORNER, AND 27 FEET NORTHWEST OF THE CENTERLINE OF A
 EO0095'CONCRETE WALK.  A STANDARD MAGNETIC-STATION DISK, SET IN THE TOP OF A
 EO0095'CONCRETE POST.
 EO0095
 EO0095                          STATION RECOVERY (1964)
 EO0095
 EO0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EO0095'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0041 ***********************************************************************
 CA0041  DESIGNATION -  MAGNETIC STATION
 CA0041  PID         -  CA0041
 CA0041  STATE/COUNTY-  TX/HAMILTON
 CA0041  USGS QUAD   -  HAMILTON WEST (1979)
 CA0041
 CA0041                         *CURRENT SURVEY CONTROL
 CA0041  ___________________________________________________________________
 CA0041* NAD 83(1986)-  31 42 03.     (N)    098 07 40.     (W)     SCALED    
 CA0041* NAVD 88     -       374.445  (meters)    1228.49   (feet)  ADJUSTED  
 CA0041  ___________________________________________________________________
 CA0041  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CA0041  DYNAMIC HT  -         373.963 (meters)    1226.91  (feet)  COMP
 CA0041  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 CA0041
 CA0041  VERT ORDER  -  SECOND    CLASS 0
 CA0041
 CA0041.The horizontal coordinates were scaled from a topographic map and have
 CA0041.an estimated accuracy of +/- 6 seconds.
 CA0041
 CA0041.The orthometric height was determined by differential leveling
 CA0041.and adjusted by the National Geodetic Survey in June 1991..
 CA0041
 CA0041.The geoid height was determined by GEOID03.
 CA0041
 CA0041.The dynamic height is computed by dividing the NAVD 88
 CA0041.geopotential number by the normal gravity value computed on the
 CA0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0041.degrees latitude (g = 980.6199 gals.).
 CA0041
 CA0041.The modeled gravity was interpolated from observed gravity values.
 CA0041
 CA0041;                    North         East    Units  Estimated Accuracy
 CA0041;SPC TX C     - 3,227,580.      909,060.      MT  (+/- 180 meters Scaled)
 CA0041
 CA0041                          SUPERSEDED SURVEY CONTROL
 CA0041
 CA0041  NGVD 29 (??/??/92)  374.361  (m)         1228.22   (f) ADJ UNCH    2 0
 CA0041
 CA0041.Superseded values are not recommended for survey control.
 CA0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0041.See file dsdata.txt to determine how the superseded data were derived.
 CA0041
 CA0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA826076(NAD 83)
 CA0041_MARKER: DM = MAGNETIC STATION DISK
 CA0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0041_SP_SET: STONE
 CA0041_STAMPING: 1228.406
 CA0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0041+STABILITY: SURFACE MOTION
 CA0041
 CA0041  HISTORY     - Date     Condition        Report By
 CA0041  HISTORY     - UNK      MONUMENTED       CGS
 CA0041  HISTORY     - 1933     GOOD             NGS
 CA0041  HISTORY     - 1935     GOOD             NGS
 CA0041
 CA0041                          STATION DESCRIPTION
 CA0041
 CA0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0041'IN HAMILTON.
 CA0041'AT HAMILTON, HAMILTON COUNTY, AT THE PUBLIC SCHOOL, AT THE SOUTHWEST
 CA0041'CORNER OF THE SCHOOL GROUNDS, AT A STREET INTERSECTION, 58 FEET NORTH
 CA0041'OF THE CENTERLINE OF ONE STREET,      AND 30 FEET EAST OF THE
 CA0041'CENTERLINE OF THE OTHER STREET AND SET IN THE TOP OF A STONE POST
 CA0041'PROJECTING 6 INCHES ABOVE GROUND.
 CA0041
 CA0041                          STATION RECOVERY (1935)
 CA0041
 CA0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1098 ***********************************************************************
 BY1098  DESIGNATION -  MAGNETIC STATION
 BY1098  PID         -  BY1098
 BY1098  STATE/COUNTY-  TX/NACOGDOCHES
 BY1098  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1098
 BY1098                         *CURRENT SURVEY CONTROL
 BY1098  ___________________________________________________________________
 BY1098* NAD 83(1986)-  31 36 19.     (N)    094 39 08.     (W)     SCALED    
 BY1098* NAVD 88     -        96.45   (+/-2cm)     316.4    (feet)  VERTCON   
 BY1098  ___________________________________________________________________
 BY1098  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1098
 BY1098  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1098
 BY1098.The horizontal coordinates were scaled from a topographic map and have
 BY1098.an estimated accuracy of +/- 6 seconds.
 BY1098
 BY1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1098.The vertical order pertains to the NGVD 29 superseded value.
 BY1098
 BY1098.The geoid height was determined by GEOID03.
 BY1098
 BY1098;                    North         East    Units  Estimated Accuracy
 BY1098;SPC TX C     - 3,228,670.    1,238,850.      MT  (+/- 180 meters Scaled)
 BY1098
 BY1098                          SUPERSEDED SURVEY CONTROL
 BY1098
 BY1098  NGVD 29 (??/??/92)   96.557  (m)          316.79   (f) ADJ UNCH    1 2
 BY1098
 BY1098.Superseded values are not recommended for survey control.
 BY1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1098.See file dsdata.txt to determine how the superseded data were derived.
 BY1098
 BY1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ432978(NAD 83)
 BY1098_MARKER: DB = BENCH MARK DISK
 BY1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1098+STABILITY: SURFACE MOTION
 BY1098
 BY1098  HISTORY     - Date     Condition        Report By
 BY1098  HISTORY     - UNK      MONUMENTED       CGS
 BY1098  HISTORY     - 1934     GOOD             NGS
 BY1098  HISTORY     - 1949     MARK NOT FOUND   NGS
 BY1098  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1098
 BY1098                          STATION DESCRIPTION
 BY1098
 BY1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BY1098'IN NACOGDOCHES.
 BY1098'AT NACOGDOCHES, NACOGDOCHES COUNTY, 100 METERS (328 FEET) SOUTH OF THE
 BY1098'HIGH SCHOOL BUILDING, ON THE HIGHEST POINT OF A KNOLL.  A CONCRETE
 BY1098'POST WITH DISK IN TOP.  NOTE-- BM IS SAID TO BE UNDER NEW SECTION OF
 BY1098'THE SCHOOL BLDG.
 BY1098
 BY1098                          STATION RECOVERY (1949)
 BY1098
 BY1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY1098'MARK NOT FOUND.
 BY1098
 BY1098                          STATION RECOVERY (1998)
 BY1098
 BY1098'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1398 ***********************************************************************
 AN1398  DESIGNATION -  MAGNETIC STATION
 AN1398  PID         -  AN1398
 AN1398  STATE/COUNTY-  TX/ARANSAS
 AN1398  USGS QUAD   -  ROCKPORT (1979)
 AN1398
 AN1398                         *CURRENT SURVEY CONTROL
 AN1398  ___________________________________________________________________
 AN1398* NAD 83(1986)-  28 01 04.     (N)    097 03 11.     (W)     SCALED    
 AN1398* NAVD 88     -         1.52   (+/-2cm)       5.0    (feet)  VERTCON   
 AN1398  ___________________________________________________________________
 AN1398  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN1398
 AN1398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1398
 AN1398.The horizontal coordinates were scaled from a topographic map and have
 AN1398.an estimated accuracy of +/- 6 seconds.
 AN1398
 AN1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1398.The vertical order pertains to the NGVD 29 superseded value.
 AN1398
 AN1398.The geoid height was determined by GEOID03.
 AN1398
 AN1398;                    North         East    Units  Estimated Accuracy
 AN1398;SPC TXSC     - 4,022,040.      791,490.      MT  (+/- 180 meters Scaled)
 AN1398
 AN1398                          SUPERSEDED SURVEY CONTROL
 AN1398
 AN1398  NGVD 29 (??/??/92)    1.66   (m)            5.4    (f) COMPUTED    2 0
 AN1398
 AN1398.Superseded values are not recommended for survey control.
 AN1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1398.See file dsdata.txt to determine how the superseded data were derived.
 AN1398
 AN1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS914007(NAD 83)
 AN1398_MARKER: DB = BENCH MARK DISK
 AN1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1398+STABILITY: SURFACE MOTION
 AN1398
 AN1398  HISTORY     - Date     Condition        Report By
 AN1398  HISTORY     - UNK      MONUMENTED       CGS
 AN1398  HISTORY     - 1949     MARK NOT FOUND   NGS
 AN1398  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1398  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1398  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1398
 AN1398                          STATION DESCRIPTION
 AN1398
 AN1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1398'IN ROCKPORT.
 AN1398'AT ROCKPORT, ARANSAS COUNTY, 0.4 MILE SOUTH OF THE CITY WATER TOWER,
 AN1398'300 FEET EAST OF THE CENTERLINE OF THE CITY ROUTE OF STATE HIGHWAY 35,
 AN1398'AT THE SOUTH END OF LIVE OAK STREET, 45 FEET EAST OF THE CENTERLINE OF
 AN1398'THE STREET, 25 FEET NORTHEAST OF A CLUMP OF LIVE OAK TREES, AND 3 FEET
 AN1398'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD MAGNETIC-STATION
 AN1398'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE
 AN1398'GROUND.
 AN1398
 AN1398                          STATION RECOVERY (1974)
 AN1398
 AN1398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1398'MARK NOT FOUND.
 AN1398
 AN1398                          STATION RECOVERY (1978)
 AN1398
 AN1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1398'SEARCHED FOR BUT NOT RECOVERED THIS DATE. NOT RECOVERED IN 1949.
 AN1398
 AN1398                          STATION RECOVERY (1987)
 AN1398
 AN1398'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AN1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1432 ***********************************************************************
 BL1432  DESIGNATION -  MAGNOLIA
 BL1432  PID         -  BL1432
 BL1432  STATE/COUNTY-  TX/MONTGOMERY
 BL1432  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1432
 BL1432                         *CURRENT SURVEY CONTROL
 BL1432  ___________________________________________________________________
 BL1432* NAD 83(1993)-  30 13 15.47439(N)    095 46 13.79343(W)     ADJUSTED  
 BL1432* NAVD 88     -        91.13   (+/-2cm)     299.0    (feet)  VERTCON   
 BL1432  ___________________________________________________________________
 BL1432  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BL1432  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1432
 BL1432  HORZ ORDER  -  SECOND
 BL1432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1432
 BL1432.The horizontal coordinates were established by classical geodetic methods
 BL1432.and adjusted by the National Geodetic Survey in February 1996..
 BL1432
 BL1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1432.The vertical order pertains to the NGVD 29 superseded value.
 BL1432
 BL1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1432
 BL1432.The geoid height was determined by GEOID03.
 BL1432
 BL1432;                    North         East     Units Scale Factor Converg.
 BL1432;SPC TX C     - 3,070,455.586 1,139,137.719   MT  0.99997379   +2 21 00.5
 BL1432;SPC TX C     -10,073,653.04  3,737,321.00   sFT  0.99997379   +2 21 00.5
 BL1432;SPC TXSC     - 4,268,915.271   910,865.053   MT  0.99998258   +1 34 55.8
 BL1432;SPC TXSC     -14,005,599.52  2,988,396.43   sFT  0.99998258   +1 34 55.8
 BL1432;UTM  15      - 3,346,517.202   233,334.183   MT  1.00047740   -1 23 43.1
 BL1432
 BL1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1432!SPC TX C     -   0.99999000  x   0.99997379  =   0.99996379
 BL1432!SPC TXSC     -   0.99999000  x   0.99998258  =   0.99997258
 BL1432!UTM  15      -   0.99999000  x   1.00047740  =   1.00046739
 BL1432
 BL1432|---------------------------------------------------------------------|
 BL1432| PID    Reference Object                     Distance      Geod. Az  |
 BL1432|                                                           dddmmss.s |
 BL1432| BL2247 MAGNOLIA TEX FOR SERV LOT 1952       30.016 METERS 00133     |
 BL1432| BL2235 KEENAN TEXAS FOREST SERV LOT        APPROX.17.2 KM 0451908.1 |
 BL1432| BL1433 MAGNOLIA RM 1                        28.084 METERS 08140     |
 BL1432| BL2239 WARREN PETROLEUM CO RADIO MAST      APPROX.15.1 KM 0861313.4 |
 BL1432| BL2244 GROGAN COCKRAN LUMBER CO N STK      APPROX. 5.2 KM 1312846.0 |
 BL1432| BL2245 GROGAN COCKRAN LUMBER CO S STK      APPROX. 5.2 KM 1313818.2 |
 BL1432| BL2242 ROSE HILL SALEM LUTH CH SPIRE       APPROX.17.4 KM 1460035.2 |
 BL1432| BL1431 MAGNOLIA RM 2                        26.612 METERS 17252     |
 BL1432| BL1430 MAGNOLIA AZ MK                                     1854924.8 |
 BL1432|---------------------------------------------------------------------|
 BL1432
 BL1432                          SUPERSEDED SURVEY CONTROL
 BL1432
 BL1432  NAD 83(1986)-  30 13 15.48858(N)    095 46 13.77613(W) AD(       ) 2
 BL1432  NAD 27      -  30 13 14.72400(N)    095 46 12.95800(W) AD(       ) 2
 BL1432  NGVD 29 (??/??/92)   91.122  (m)          298.96   (f) ADJ UNCH    2 0
 BL1432
 BL1432.Superseded values are not recommended for survey control.
 BL1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1432.See file dsdata.txt to determine how the superseded data were derived.
 BL1432
 BL1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3333446517(NAD 83)
 BL1432_MARKER: DS = TRIANGULATION STATION DISK
 BL1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1432_STAMPING: MAGNOLIA 1952
 BL1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1432+STABILITY: SURFACE MOTION
 BL1432
 BL1432  HISTORY     - Date     Condition        Report By
 BL1432  HISTORY     - 1952     MONUMENTED       CGS
 BL1432  HISTORY     - 1954     GOOD             CGS
 BL1432  HISTORY     - 1954     GOOD             NGS
 BL1432
 BL1432                          STATION DESCRIPTION
 BL1432
 BL1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1432'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF MAGNOLIA
 BL1432'NEAR THE WEST EDGE OF A BRUSH COVERED FIELD JUST SOUTH OF A
 BL1432'LOOKOUT TOWER, 89 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 BL1432'ROAD, 38 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 4 FEET SOUTH
 BL1432'OF A WITNESS POST.  IT IS STAMPED MAGNOLIA 1952 AND PROJECTS
 BL1432'3 INCHES.
 BL1432'
 BL1432'REFERENCE MARK NO. 1 IS IN EAST EDGE OF FIELD, 5 FEET WEST
 BL1432'OF A NORTH-SOUTH FENCE LINE AND IS ABOUT 2 FEET LOWER IN ELEVATION
 BL1432'THAN THE STATION.  IT IS STAMPED MAGNOLIA NO 1 1952 AND PROJECTS
 BL1432'3 INCHES.
 BL1432'
 BL1432'REFERENCE MARK NO. 2 IS NEAR WEST EDGE OF FIELD, 39 FEET EAST
 BL1432'OF A WIRE GATE IN NORTH-SOUTH FENCE LINE.  IT IS STAMPED MAGNOLIA
 BL1432'NO 2 1952 AND PROJECTS 2 INCHES.
 BL1432'
 BL1432'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 128.24
 BL1432'FEET.
 BL1432'
 BL1432'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A PASTURE, 51 FEET
 BL1432'SOUTHWEST OF THE CENTER OF A T INTERSECTION, 2 FEET SOUTH OF AN
 BL1432'EAST-WEST FENCE LINE AND 2 FEET EAST OF A WITNESS POST.  IT
 BL1432'IS STAMPED MAGNOLIA 1952 AND PROJECTS 2 INCHES.
 BL1432'
 BL1432'TO REACH THE STATION FROM THE POST OFFICE IN MAGNOLIA, GO
 BL1432'WEST AND NORTHWEST ON HARD SURFACED ROAD FOR 1.25 MILES TO A
 BL1432'T ROAD RIGHT AND AZIMUTH MARK ON LEFT AS DESCRIBED, TURN RIGHT
 BL1432'AND GO NORTH ON GRAVELED ROAD FOR 0.3 MILE TO A GATE IN
 BL1432'NORTH-SOUTH FENCE LINE ON RIGHT AND STATION JUST SOUTH OF
 BL1432'LOOKOUT TOWER AS DESCRIBED.
 BL1432'
 BL1432'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BL1432
 BL1432                          STATION RECOVERY (1954)
 BL1432
 BL1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL1432'1.25 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1432'RAILROAD FROM THE STATION AT MAGNOLIA, THENCE 0.3 MILE NORTH
 BL1432'ALONG FARM ROAD 1486, 90 FEET EAST OF THE CENTER LINE OF
 BL1432'THE FARM ROAD, AT A LOOKOUT TOWER, 80 FEET SOUTH OF THE
 BL1432'SOUTHWEST LEG OF THE TOWER, 38 FEET EAST OF A FENCE, 3 FEET
 BL1432'SOUTHWEST OF A WITNESS POST, A TRIANGULATION STATION DISK SET
 BL1432'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BL1432'THE GROUND, STAMPED MAGNOLIA 1952.
 BL1432'
 BL1432'MAGNOLIA R.M. 1 IS 92.0 FEET NORTHEAST OF TRIANGULATION STATION
 BL1432'MAGNOLIA 1952, 96 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A
 BL1432'LOOKOUT TOWER, 6 FEET WEST OF A FENCE, A REFERENCE MARK DISK
 BL1432'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 BL1432'ABOVE THE GROUND, STAMPED MAGNOLIA NO 1 1952.
 BL1432'
 BL1432'MAGNOLIA R.M. 2 IS 87.3 FEET SOUTHEAST OF TRIANGULATION STATION
 BL1432'MAGNOLIA 1952, 91 FEET EAST OF THE CENTER LINE OF THE FARM
 BL1432'ROAD, 43 FEET EAST OF THE NORTH END OF A CATTLE GUARD, 10
 BL1432'FEET EAST OF THE CENTER LINE OF A ROAD LEADING TO THE LOOKOUT
 BL1432'TOWER, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 BL1432'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED MAGNOLIA
 BL1432'NO 2 1952.
 BL1432'
 BL1432'MAGNOLIA 1952 AZIMUTH IS 0.3 MILE SOUTH OF TRIANGULATION STATION
 BL1432'MAGNOLIA 1952, 60 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 BL1432'INTERNATIONAL AND GREAT NORTHERN RAILROAD, 28 FEET SOUTHWEST
 BL1432'OF THE CENTER LINE OF FARM ROAD 1774, 49 FEET WEST OF THE
 BL1432'EXTENDED CENTER LINE OF FARM ROAD 1486, 1 FOOT SOUTHWEST
 BL1432'OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, AN AZIMUTH MARK
 BL1432'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 BL1432'FOOT ABOVE THE GROUND, STAMPED MAGNOLIA 1952.
 BL1432
 BL1432                          STATION RECOVERY (1954)
 BL1432
 BL1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1432'1.55 MI NW FROM MAGNOLIA.
 BL1432'1.25 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1432'RAILROAD FROM THE STATION AT MAGNOLIA, THENCE 0.3 MILE NORTH ALONG
 BL1432'FARM ROAD 1486, 90 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, AT A
 BL1432'LOOKOUT TOWER, 80 FEET SOUTH OF THE SOUTHWEST LEG OF THE TOWER, 38
 BL1432'FEET EAST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 BL1432'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1432'NOTE-- THE INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI
 BL1432'PACIFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0857 ***********************************************************************
 AN0857  DESIGNATION -  MAGNOLIA
 AN0857  PID         -  AN0857
 AN0857  STATE/COUNTY-  TX/CALHOUN
 AN0857  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0857
 AN0857                         *CURRENT SURVEY CONTROL
 AN0857  ___________________________________________________________________
 AN0857* NAD 83(1993)-  28 34 07.66289(N)    096 33 55.91212(W)     ADJUSTED  
 AN0857* NAVD 88     -         3.35   (+/-2cm)      11.0    (feet)  VERTCON   
 AN0857  ___________________________________________________________________
 AN0857  X           -    -640,967.898 (meters)                     COMP
 AN0857  Y           -  -5,569,065.266 (meters)                     COMP
 AN0857  Z           -   3,032,003.903 (meters)                     COMP
 AN0857  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AN0857  ELLIP HEIGHT-         -23.47  (meters)          (02/16/96) GPS OBS
 AN0857  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0857
 AN0857  HORZ ORDER  -  FIRST
 AN0857  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0857  ELLP ORDER  -  FIFTH     CLASS I
 AN0857
 AN0857.The horizontal coordinates were established by classical geodetic methods
 AN0857.and adjusted by the National Geodetic Survey in February 1996..
 AN0857
 AN0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0857.The vertical order pertains to the NGVD 29 superseded value.
 AN0857
 AN0857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN0857
 AN0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0857
 AN0857.The ellipsoidal height was determined by GPS observations
 AN0857.and is referenced to NAD 83.
 AN0857
 AN0857.The geoid height was determined by GEOID03.
 AN0857
 AN0857;                    North         East     Units Scale Factor Converg.
 AN0857;SPC TXSC     - 4,083,989.990   838,161.116   MT  0.99995193   +1 11 33.6
 AN0857;SPC TXSC     -13,398,890.49  2,749,866.93   sFT  0.99995193   +1 11 33.6
 AN0857;UTM  14      - 3,162,633.615   738,133.649   MT  1.00029990   +1 09 53.1
 AN0857
 AN0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0857!SPC TXSC     -   1.00000369  x   0.99995193  =   0.99995562
 AN0857!UTM  14      -   1.00000369  x   1.00029990  =   1.00030359
 AN0857
 AN0857|---------------------------------------------------------------------|
 AN0857| PID    Reference Object                     Distance      Geod. Az  |
 AN0857|                                                           dddmmss.s |
 AN0857| CV6533 MAGNOLIA RM 3                        24.690 METERS 05121     |
 AN0857| CV6534 MAGNOLIA RM 4                        28.180 METERS 14339     |
 AN0857| AN0858 MAGNOLIA RM 1                        50.326 METERS 16227     |
 AN0857| CV6532 MAGNOLIA RM 2                                      2350003.8 |
 AN0857| CV6673 PORT LAVACA MUNICIPAL TANK                         3100926.9 |
 AN0857|---------------------------------------------------------------------|
 AN0857
 AN0857                          SUPERSEDED SURVEY CONTROL
 AN0857
 AN0857  NAD 83(1986)-  28 34 07.66989(N)    096 33 55.89957(W) AD(       ) 1
 AN0857  NAD 27      -  28 34 06.67400(N)    096 33 54.98600(W) AD(       ) 1
 AN0857  NGVD 29 (??/??/92)    3.469  (m)           11.38   (f) ADJ UNCH    2 0
 AN0857
 AN0857.Superseded values are not recommended for survey control.
 AN0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0857.See file dsdata.txt to determine how the superseded data were derived.
 AN0857
 AN0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3813462634(NAD 83)
 AN0857_MARKER: DS = TRIANGULATION STATION DISK
 AN0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0857_STAMPING: MAGNOLIA 1931
 AN0857_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0857+STABILITY: SURFACE MOTION
 AN0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0857+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 AN0857
 AN0857  HISTORY     - Date     Condition        Report By
 AN0857  HISTORY     - 1931     MONUMENTED       CGS
 AN0857  HISTORY     - 1931     GOOD             CGS
 AN0857  HISTORY     - 1934     GOOD             CGS
 AN0857  HISTORY     - 1938     GOOD             WESGEO
 AN0857  HISTORY     - 1942     GOOD             CGS
 AN0857  HISTORY     - 1943     GOOD             USE
 AN0857  HISTORY     - 1946     GOOD             USE
 AN0857  HISTORY     - 1948     GOOD             CGS
 AN0857  HISTORY     - 1956     GOOD             CGS
 AN0857  HISTORY     - 1961     GOOD             CGS
 AN0857  HISTORY     - 1963     GOOD             CGS
 AN0857  HISTORY     - 1970     GOOD             LOCENG
 AN0857  HISTORY     - 19910314 GOOD
 AN0857  HISTORY     - 19980725 POOR             USPSQD
 AN0857
 AN0857                          STATION DESCRIPTION
 AN0857
 AN0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN0857'ABOUT 5 MILES SE OF PORT LAVACA, 1 MILE S OF GALLINIPPER POINT,
 AN0857'ON W SHORE OF LAVACA BAY, NEAR JUNCTION WHERE ROAD TURNS
 AN0857'TOWARD MAGNOLIA BEACH SQUARELY TO THE RIGHT (SE) AND A DIRT
 AN0857'ROAD LEADS STRAIGHT AHEAD TO THE BAY SHORE, 69 FEET E OF
 AN0857'CENTER LINE OF SHELL ROAD TO MAGNOLIA BEACH, 36 FEET S OF
 AN0857'CENTER LINE OF DIRT ROAD, 2.6 FEET S OF NW CORNER OF FENCE,
 AN0857'AND 0.25 FOOT W OF FENCELINE.
 AN0857'
 AN0857'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN0857'SET IN CONCRETE.  SURFACE MARK PROJECTS ABOUT 5 INCHES ABOVE
 AN0857'THE GROUND.
 AN0857'
 AN0857'REFERENCE MARK 1 PROJECTS ABOUT 5 INCHES ABOVE GROUND, IS
 AN0857'ON INSIDE OF CURVE OF SHELL ROAD TO MAGNOLIA BEACH, 33.0 FEET
 AN0857'W OF CENTER LINE OF SHELL ROAD, 6.5 FEET W OF FENCELINE, AND
 AN0857'165.11 FEET FROM STATION S 17 DEG 33 MIN E.
 AN0857'
 AN0857'REFERENCE MARK 2 PROJECTS ABOUT 5 INCHES ABOVE GROUND, IS
 AN0857'39 FEET N OF CENTER LINE OF SHELL ROAD, 12.7 FEET N OF SE
 AN0857'CORNER OF PASTURE, 1.10 FEET E OF FENCE, AND APPROXIMATELY
 AN0857'0.5 MILE FROM STATION S 55 DEG 00 MIN W.
 AN0857'
 AN0857'STATION REACHED FROM PORT LAVACA BY ROUTE NO. 29 SW AND SE
 AN0857'4.6 MILES TO A ROAD LEADING TO LEFT, OR NEARLY STRAIGHT
 AN0857'AHEAD WHERE MAIN ROAD CURVES TO THE RIGHT.  FOLLOW THIS ROAD
 AN0857'TOWARD MAGNOLIA BEACH, NE, 5 MILES TO STATION.
 AN0857
 AN0857                          STATION RECOVERY (1931)
 AN0857
 AN0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AN0857'4.4 MI S FROM PORT LAVACA.
 AN0857'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0857'PORT LAVACA, CALHOUN COUNTY, 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0857'316, AND 2.6 MILES NORTHEAST ALONG THE MAGNOLIA BEACH ROAD.  AT THE
 AN0857'OUTSIDE OF A RIGHT-ANGLE CURVE, 69 FEET EAST OF THE CENTERLINE OF THE
 AN0857'ROAD, 4 FEET SOUTH OF A FENCE CORNER, 3 FEET EAST OF A WHITE WOODEN
 AN0857'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 AN0857'TRIANGULATION-STATION DISK, STAMPED MAGNOLIA 1931 AND SET IN THE TOP
 AN0857'OF A CONCRETE POST PROJECTING ABOUT 0.8 FOOT ABOVE GROUND.
 AN0857
 AN0857                          STATION RECOVERY (1934)
 AN0857
 AN0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN0857'STATION RECOVERED AND 1931 DESCRIPTION WAS FOUND TO BE CORRECT.
 AN0857
 AN0857                          STATION RECOVERY (1938)
 AN0857
 AN0857'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN0857'RECOVERED AS DESCRIBED.
 AN0857
 AN0857                          STATION RECOVERY (1942)
 AN0857
 AN0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AN0857'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0857'CONDITION.
 AN0857'
 AN0857'STATION IS ON THE OUTSIDE OF A RIGHT-ANGLE CURVE IN THE ROAD,
 AN0857'AT ABOUT THE SAME ELEVATION AS THE ROAD, 4 FEET S OF FENCE
 AN0857'CORNER, AND 3 FEET E OF A 4- BY 4-INCH WOODEN WITNESS POST.
 AN0857'MARK IS STAMPED MAGNOLIA 1931 AND PROJECTS ABOUT 0.8 FOOT.
 AN0857'
 AN0857'REFERENCE MARK 1 IS ABOUT 170 FEET S OF THE CENTER OF RIGHT-ANGLE
 AN0857'CURVE IN ROAD, ABOUT THE SAME ELEVATION AS THE ROAD, AND 5 FEET
 AN0857'W OF RIGHT-OF-WAY FENCE.  IT IS STAMPED MAGNOLIA NO 1 1931
 AN0857'AND PROJECTS ABOUT 0.7 FOOT.
 AN0857'
 AN0857'REFERENCE MARK 2 IS STAMPED MAGNOLIA NO 2 1931.
 AN0857
 AN0857                          STATION RECOVERY (1943)
 AN0857
 AN0857'RECOVERY NOTE BY US ENGINEERS 1943
 AN0857'THE STATION IN GOOD CONDITION.  THE ROAD PASSING BY STATION IS
 AN0857'MORE OF LESS ABANDONED SINCE THE PAVING OF A ROAD TO MAGNOLIA
 AN0857'BEACH ON A MORE DIRECT ROUTE TO THE S OF STATION.
 AN0857'
 AN0857'REFERENCE MARKS WERE NOT SEARCHED FOR BUT NO CHANGE IN GROUND
 AN0857'WAS APPARENT IN THE VICINITY.
 AN0857
 AN0857                          STATION RECOVERY (1946)
 AN0857
 AN0857'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN0857'STATION FOUND IN GOOD CONDITION.  NO SEARCH WAS MADE FOR REFERENCE
 AN0857'MARKS.
 AN0857
 AN0857                          STATION RECOVERY (1948)
 AN0857
 AN0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN0857'STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED IN
 AN0857'GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT COULD
 AN0857'NOT BE FOUND.
 AN0857
 AN0857                          STATION RECOVERY (1956)
 AN0857
 AN0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CHB)
 AN0857'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AN0857'IN GOOD CONDITION AS DESCRIBED.  DID NOT RECOVER THE AZIMUTH
 AN0857'MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN0857
 AN0857                          STATION RECOVERY (1961)
 AN0857
 AN0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 AN0857'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 AN0857'CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT RECOVERED.
 AN0857'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN0857
 AN0857                          STATION RECOVERY (1963)
 AN0857
 AN0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AN0857'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 AN0857'(REFERENCE MARK NO. 2) WERE RECOVERED IN GOOD CONDITION.
 AN0857'REFERENCE MARK NO. 1 WAS DESTROYED AT THE REQUEST OF THE TEXAS
 AN0857'HIGHWAY DEPARTMENT TO CLEAR FOR WIDENING OF THE ROAD.  TWO NEW
 AN0857'REFERENCE MARKS WERE SET.  A NEW DESCRIPTION IS AS FOLLOWS--
 AN0857'
 AN0857'THE STATION IS ABOUT 5 MILES SOUTHEAST OF PORT LAVACA, 1 MILE
 AN0857'SOUTH OF GALLINIPPER POINT, ABOUT 1/2 MILE WEST OF THE WEST
 AN0857'SHORE OF LAVACA BAY IN THE EAST ANGLE OF FARM-TO-MARKET ROADS
 AN0857'2717 AND 2760, AT THE NORTHWEST CORNER OF A RICE FIELD.
 AN0857'
 AN0857'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 238 AND
 AN0857'U.S. HIGHWAY 87 IN PORT LAVACA, GO SOUTHERLY ON STATE HIGHWAY
 AN0857'238 FOR 4.7 MILES TO THE JUNCTION OF STATE HIGHWAY 238 AND 316.
 AN0857'KEEP STRAIGHT AHEAD, SOUTHEAST, ON STATE HIGHWAY 316, GO 2.5
 AN0857'MILES TO A SIDE ROAD LEFT, MAGNOLIA BEACH ROAD.  TURN LEFT,
 AN0857'NORTHEAST, GO 2.25 MILES TO THE AZIMUTH MARK ON THE LEFT.
 AN0857'CONTINUE 0.45 MILE TO THE STATION.
 AN0857'
 AN0857'STATION MARK A STANDARD DISK, STAMPED MAGNOLIA 1931 34, IS SET IN
 AN0857'A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 125
 AN0857'FEET NORTHEAST OF THE CENTER LINE FROM THE APEX OF THE CURVE IN
 AN0857'ROAD, 33 FEET SOUTH OF THE CENTER OF THE ROAD THAT LEADS TO
 AN0857'THE BAY, 5 FEET SOUTH OF A CORNER FENCE POST, 4 FEET EAST OF A
 AN0857'POWER LINE POLE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 AN0857'
 AN0857'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MAGNOLIA NO 3 1931
 AN0857'34, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 6 INCHES.
 AN0857'IT IS 83 FEET NORTHEAST OF A POWER LINE POLE, 29 FEET SOUTHEAST
 AN0857'OF THE CENTER OF THE NORTHEAST-SOUTHWEST ROAD, AND 1 FOOT
 AN0857'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 AN0857'
 AN0857'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MAGNOLIA NO 4 1931
 AN0857'34, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 5
 AN0857'INCHES.  IT IS 95 FEET SOUTHEAST OF THE POWER LINE POLE, 96 FEET
 AN0857'EAST OF THE CENTER LINE OF ROAD, AND 25 FEET SOUTHEAST OF A GATE.
 AN0857'
 AN0857'AZIMUTH MARK (REFERENCE MARK NO. 2), A STANDARD REFERENCE MARK
 AN0857'DISK STAMPED, MAGNOLIA NO 2 1931 34, IS SET IN A 12 IN X 12 IN
 AN0857'CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 89 FEET
 AN0857'NORTH-NORTHWEST OF THE CENTER LINE OF ROAD, 25 FEET WEST-SOUTHWEST
 AN0857'OF THE CENTER OF A TRACK ROAD, 13 FEET NORTH OF THE
 AN0857'SOUTHEAST CORNER POST, AND 1 FOOT NORTH OF A METAL WITNESS
 AN0857'POST.
 AN0857'
 AN0857'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 AN0857'
 AN0857'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AN0857
 AN0857                          STATION RECOVERY (1970)
 AN0857
 AN0857'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (MB)
 AN0857'RECOVERED BY MUNROE AND BASS-CONSULTING ENGRS.
 AN0857'
 AN0857'MAGNOLIA 1931 FOUND IN GOOD CONDITION.  AZIMUTH AND REFERENCE
 AN0857'MARKS NOT SEARCHED FOR.  DESCRIPTION OF 1963 ADEQUATE FOR
 AN0857'RECOVERY OF STATION.
 AN0857
 AN0857                          STATION RECOVERY (1991)
 AN0857
 AN0857'RECOVERED 1991
 AN0857'RECOVERED IN GOOD CONDITION.
 AN0857
 AN0857                          STATION RECOVERY (1998)
 AN0857
 AN0857'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0857'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6222 ***********************************************************************
 AW6222  DESIGNATION -  MAGNOLIA
 AW6222  PID         -  AW6222
 AW6222  STATE/COUNTY-  TX/HARRIS
 AW6222  USGS QUAD   -  CROSBY (1982)
 AW6222
 AW6222                         *CURRENT SURVEY CONTROL
 AW6222  ___________________________________________________________________
 AW6222* NAD 83(1993)-  29 53 12.91673(N)    095 07 00.17927(W)     ADJUSTED  
 AW6222* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 AW6222  ___________________________________________________________________
 AW6222  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AW6222  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6222
 AW6222  HORZ ORDER  -  FIRST
 AW6222
 AW6222.The horizontal coordinates were established by classical geodetic methods
 AW6222.and adjusted by the National Geodetic Survey in February 1996..
 AW6222
 AW6222.The orthometric height was scaled from a topographic map.
 AW6222
 AW6222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6222
 AW6222.The geoid height was determined by GEOID03.
 AW6222
 AW6222;                    North         East     Units Scale Factor Converg.
 AW6222;SPC TXSC     - 4,233,821.559   975,004.781   MT  0.99990951   +1 54 08.9
 AW6222;SPC TXSC     -13,890,462.90  3,198,828.19   sFT  0.99990951   +1 54 08.9
 AW6222;UTM  15      - 3,308,137.397   295,592.961   MT  1.00011553   -1 03 18.4
 AW6222
 AW6222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6222!SPC TXSC     -   1.00000178  x   0.99990951  =   0.99991129
 AW6222!UTM  15      -   1.00000178  x   1.00011553  =   1.00011731
 AW6222
 AW6222:                Primary Azimuth Mark                     Grid Az
 AW6222:SPC TXSC     -  CROSBY MUNICIPAL TANK                    061 05 41.4
 AW6222:UTM  15      -  CROSBY MUNICIPAL TANK                    064 03 08.7
 AW6222
 AW6222|---------------------------------------------------------------------|
 AW6222| PID    Reference Object                     Distance      Geod. Az  |
 AW6222|                                                           dddmmss.s |
 AW6222| AW6219 CROSBY MUNICIPAL TANK               APPROX. 5.4 KM 0625950.3 |
 AW6222| CV6535 MAGNOLIA RM 1                        27.210 METERS 07108     |
 AW6222| AW6221 SHELDON SOUTHLAND MILLS STACK       APPROX. 0.9 KM 1175001.8 |
 AW6222| AW3455 SAN JACINTO 2                       APPROX.12.0 KM 1511259.5 |
 AW6222| CV6536 MAGNOLIA RM 2                        26.554 METERS 19312     |
 AW6222| AW6275 SHELDON SWIG WAREHOUSE TANK         APPROX. 8.9 KM 2351011.7 |
 AW6222| CV6537 MAGNOLIA RM 3                                      25443     |
 AW6222| AW6284 LAKE HOUSTON PUMP STATION TANK      APPROX. 4.0 KM 3184106.0 |
 AW6222| AW6283 CROSBY LAKE SHADOWS WATER TANK      APPROX. 6.9 KM 3422144.7 |
 AW6222|---------------------------------------------------------------------|
 AW6222
 AW6222                          SUPERSEDED SURVEY CONTROL
 AW6222
 AW6222  NAD 83(1986)-  29 53 12.93219(N)    095 07 00.16092(W) AD(       ) 1
 AW6222  NAD 27      -  29 53 12.13029(N)    095 06 59.41265(W) AD(       ) 1
 AW6222
 AW6222.Superseded values are not recommended for survey control.
 AW6222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6222.See file dsdata.txt to determine how the superseded data were derived.
 AW6222
 AW6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9559308137(NAD 83)
 AW6222_MARKER: DS = TRIANGULATION STATION DISK
 AW6222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6222
 AW6222  HISTORY     - Date     Condition        Report By
 AW6222  HISTORY     - 1968     MONUMENTED       CGS
 AW6222  HISTORY     - 19940111 MARK NOT FOUND   USPSQD
 AW6222
 AW6222                          STATION DESCRIPTION
 AW6222
 AW6222'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6222'THE STATION IS LOCATED ON THE PROPERTY OF MR. QUINTON H. MCDANIEL,
 AW6222'ABOUT 8 MILES NORTH OF CHANNELVIEW, 1-1/2 MILES NORTH-NORTHEAST OF
 AW6222'SHELDON AND IN AN AREA KNOWN AS MAGNOLIA GARDENS.
 AW6222'
 AW6222'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AW6222'SHELDON ROAD TO THE SOUTH AND GARRETT ROAD TO THE NORTH, (THIS IS
 AW6222'10.2 MILES NORTHEAST OF A POINT WHERE U.S. HIGHWAY 90 AND 90A
 AW6222'JUNCTION WITH INTERSTATE HIGHWAY 610) GO NORTH ON GARRETT ROAD FOR
 AW6222'1.1 MILES TO A T-JUNCTION.  TURN RIGHT ON A HARD SURFACE ROAD AND
 AW6222'GO EAST FOR 0.35 MILE TO A FORK.  KEEP LEFT ON GUINN ROAD AND GO
 AW6222'NORTH AND EAST FOR 0.4 MILE TO RM.M. 3 ON THE RIGHT.  CONTINUE
 AW6222'EAST FOR 0.15 MILE THE STATION ON THE LEFT.
 AW6222'
 AW6222'THE STATION MARK IS A STANDARD DISK STAMPED MAGNOLIA 1968, SET
 AW6222'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6222'2 INCHES ABOVE THE GROUND.  IT IS 72 FEET SOUTH-SOUTHEAST OF A
 AW6222'T-FENCE CORNER, 69 FEET SOUTH OF AN EAST-WEST WIRE FENCE, 22 FEET
 AW6222'EAST OF A NORTH-SOUTH WIRE FENCE AND 7.5 FEET NORTH-NORTHEAST OF
 AW6222'A METAL WITNESS POST.
 AW6222'
 AW6222'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MAGNOLIA NO 1 1968,
 AW6222'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6222'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 95.4 FEET EAST-NORTHEAST
 AW6222'OF THE METAL WITNESS POST AND 41 FEET SOUTH OF THE EAST-WEST WIRE
 AW6222'FENCE.
 AW6222'
 AW6222'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAGNOLIA NO 2 1968,
 AW6222'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6222'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 82 FEET NORTH OF THE
 AW6222'CENTER OF GUINN ROAD, 80.2 FEET SOUTH-SOUTHWEST OF THE METAL
 AW6222'WITNESS POST, 53.1 FEET NORTH OF A POWER LINE POLE, 51 FEET NORTH
 AW6222'OF A WIRE FENCE CORNER POST AND 1.1 FEET EAST OF THE NORTH-SOUTH
 AW6222'WIRE FENCE.
 AW6222'
 AW6222'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MAGNOLIA NO 3 1968,
 AW6222'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6222'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 65.5 FEET
 AW6222'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER 16802, 28
 AW6222'FEET SOUTH OF THE CENTER OF GUINN ROAD, 1.3 FEET NORTHEAST OF A
 AW6222'FENCE CORNER POST, 1.1 FEET EAST OF A METAL WITNES POST AND 1
 AW6222'FOOT NORTH OF A WIRE FENCE.
 AW6222'
 AW6222'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
 AW6222
 AW6222                          STATION RECOVERY (1994)
 AW6222
 AW6222'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2077 ***********************************************************************
 BL2077  DESIGNATION -  MAGNOLIA
 BL2077  PID         -  BL2077
 BL2077  STATE/COUNTY-  TX/JEFFERSON
 BL2077  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2077
 BL2077                         *CURRENT SURVEY CONTROL
 BL2077  ___________________________________________________________________
 BL2077* NAD 83(1993)-  30 04 33.67972(N)    094 04 25.69095(W)     ADJUSTED  
 BL2077* NAVD 88     -         3.48   (+/-2cm)      11.4    (feet)  VERTCON   
 BL2077  ___________________________________________________________________
 BL2077  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BL2077  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL2077
 BL2077  HORZ ORDER  -  SECOND
 BL2077  VERT ORDER  -  THIRD ? (See Below)
 BL2077
 BL2077.The horizontal coordinates were established by classical geodetic methods
 BL2077.and adjusted by the National Geodetic Survey in February 1996..
 BL2077
 BL2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2077.The vertical order pertains to the NGVD 29 superseded value.
 BL2077
 BL2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2077
 BL2077.The geoid height was determined by GEOID03.
 BL2077
 BL2077;                    North         East     Units Scale Factor Converg.
 BL2077;SPC TXSC     - 4,258,556.628 1,074,781.976   MT  0.99994669   +2 24 48.3
 BL2077;SPC TXSC     -13,971,614.54  3,526,180.53   sFT  0.99994669   +2 24 48.3
 BL2077;SPC TX C     - 3,062,355.732 1,303,186.195   MT  1.00001110   +3 13 26.5
 BL2077;SPC TX C     -10,047,078.76  4,275,536.71   sFT  1.00001110   +3 13 26.5
 BL2077;UTM  15      - 3,327,695.307   396,510.172   MT  0.99973213   -0 32 17.5
 BL2077
 BL2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2077!SPC TXSC     -   1.00000377  x   0.99994669  =   0.99995046
 BL2077!SPC TX C     -   1.00000377  x   1.00001110  =   1.00001487
 BL2077!UTM  15      -   1.00000377  x   0.99973213  =   0.99973589
 BL2077
 BL2077|---------------------------------------------------------------------|
 BL2077| PID    Reference Object                     Distance      Geod. Az  |
 BL2077|                                                           dddmmss.s |
 BL2077| CV7928 MAGNOLIA RM 1                        17.413 METERS 01152     |
 BL2077| CV7927 MAGNOLIA AZ MK                                     0872905.6 |
 BL2077| BL2079 GULF STATES UTIL PWR PLANT STK      APPROX. 2.7 KM 1145934.1 |
 BL2077| CV7929 MAGNOLIA RM 2                        26.052 METERS 12651     |
 BL2077| BL2086 BEAUMONT MAGNOLIA PETROL STK        APPROX. 1.1 KM 1821339.9 |
 BL2077| BL2083 SOUTH PARK HIGH SCHOOL STACK        APPROX. 3.8 KM 1955734.5 |
 BL2077| BL2074 BEAUMONT TYRRELL RICE CO TANK       APPROX. 3.0 KM 2701926.6 |
 BL2077| BL2082 BEAUMONT STEINHEIGEN MILL TANK      APPROX. 3.8 KM 2723824.4 |
 BL2077| BL2084 BEAUMONT ST ANTHONY CH CROSS        APPROX. 2.6 KM 2735535.9 |
 BL2077| BL2071 BEAUMONT COURTHOUSE AIR BEACON      APPROX. 1.9 KM 2791846.3 |
 BL2077| BL2076 BEAUMONT USE 1933                    29.872 METERS 28234     |
 BL2077| BL2078 BEAUMONT KING ED HOTEL STACK        APPROX. 2.2 KM 2830617.7 |
 BL2077| BL2073 BEAUMONT HOTEL T IN HOTEL           APPROX. 2.4 KM 2851316.5 |
 BL2077| BL2085 BEAUMONT TERM DOCKS MUN TANK        APPROX. 1.5 KM 2855003.3 |
 BL2077| BL2065 BEAUMONT SAN JACINTO BLDG TWR       APPROX. 2.5 KM 2860108.4 |
 BL2077| BL2064 BEAUMONT EDISON HOTEL STACK         APPROX. 2.6 KM 2914637.6 |
 BL2077| BL2069 BEAUMONT MUNICIPAL TANK             APPROX. 3.2 KM 3064328.5 |
 BL2077|---------------------------------------------------------------------|
 BL2077
 BL2077                          SUPERSEDED SURVEY CONTROL
 BL2077
 BL2077  NAD 83(1993)-  30 04 33.67938(N)    094 04 25.69109(W) AD(       ) 2
 BL2077  NAD 83(1986)-  30 04 33.69644(N)    094 04 25.67243(W) AD(       ) 2
 BL2077  NAD 27      -  30 04 32.93000(N)    094 04 25.03700(W) AD(       ) 2
 BL2077  NGVD 29 (07/19/86)    3.47   (m)           11.4    (f) LEVELING    3  
 BL2077
 BL2077.Superseded values are not recommended for survey control.
 BL2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2077.See file dsdata.txt to determine how the superseded data were derived.
 BL2077
 BL2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9651027695(NAD 83)
 BL2077_MARKER: DS = TRIANGULATION STATION DISK
 BL2077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL2077_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BL2077
 BL2077  HISTORY     - Date     Condition        Report By
 BL2077  HISTORY     - 1933     MONUMENTED       CGS
 BL2077  HISTORY     - 20020508 MARK NOT FOUND   USPSQD
 BL2077
 BL2077                          STATION DESCRIPTION
 BL2077
 BL2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2077'STATION IS LOCATED ON THE S BANK OF THE NECHES RIVER, ON THE
 BL2077'PROPERTY OF THE MAGNOLIA REFINING COMPANY, 47 METERS FROM THE
 BL2077'RIVER, 3 METERS SW OF BOILERHOUSE 7, AND 75 METERS SE OF
 BL2077'THE COKE LOADING CHUTE.  IT IS IN THE GRASSY PLOT BETWEEN
 BL2077'THE PARKING SPACE AND THE BOILERHOUSE.
 BL2077'
 BL2077'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER
 BL2077'OF THE TOP OF A TILE. R.M.S ARE IN GRASS PLOT TO NE
 BL2077'AND NEAR E CORNER OF PUMPHOUSE.  BRONZE DISKS IN CONCRETE.
 BL2077'11A.
 BL2077'
 BL2077'AZIMUTH MARK IS A 3/4-INCH LAG BOLT SET IN AN 8- BY 8-INCH
 BL2077'CONCRETE PIER.  IT IS LOCATED 40 METERS SW OF THE BOATHOUSE ON
 BL2077'OIL LEVEE.
 BL2077'
 BL2077'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BL2077
 BL2077                          STATION RECOVERY (2002)
 BL2077
 BL2077'RECOVERY NOTE BY US POWER SQUADRON 2002 (EB)
 BL2077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1430 ***********************************************************************
 BL1430  DESIGNATION -  MAGNOLIA AZ MK
 BL1430  PID         -  BL1430
 BL1430  STATE/COUNTY-  TX/MONTGOMERY
 BL1430  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1430
 BL1430                         *CURRENT SURVEY CONTROL
 BL1430  ___________________________________________________________________
 BL1430* NAD 83(1986)-  30 13 01.     (N)    095 46 15.     (W)     SCALED    
 BL1430* NAVD 88     -        82.13   (+/-2cm)     269.5    (feet)  VERTCON   
 BL1430  ___________________________________________________________________
 BL1430  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1430
 BL1430  VERT ORDER  -  THIRD (See Below)
 BL1430
 BL1430.The horizontal coordinates were scaled from a topographic map and have
 BL1430.an estimated accuracy of +/- 6 seconds.
 BL1430
 BL1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1430.The vertical order pertains to the NGVD 29 superseded value.
 BL1430
 BL1430.The geoid height was determined by GEOID03.
 BL1430
 BL1430;                    North         East    Units  Estimated Accuracy
 BL1430;SPC TX C     - 3,070,010.    1,139,120.      MT  (+/- 180 meters Scaled)
 BL1430
 BL1430                          SUPERSEDED SURVEY CONTROL
 BL1430
 BL1430  NGVD 29 (??/??/??)   82.12   (m)          269.4    (f) RESET       3  
 BL1430
 BL1430.Superseded values are not recommended for survey control.
 BL1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1430.See file dsdata.txt to determine how the superseded data were derived.
 BL1430
 BL1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP332460(NAD 83)
 BL1430_MARKER: DZ = AZIMUTH MARK DISK
 BL1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1430_STAMPING: MAGNOLIA 1952
 BL1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1430+STABILITY: SURFACE MOTION
 BL1430
 BL1430  HISTORY     - Date     Condition        Report By
 BL1430  HISTORY     - 1952     MONUMENTED       CGS
 BL1430  HISTORY     - 1954     GOOD             NGS
 BL1430
 BL1430                          STATION DESCRIPTION
 BL1430
 BL1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1430'1.25 MI NW FROM MAGNOLIA.
 BL1430'1.25 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1430'RAILROAD FROM THE STATION AT MAGNOLIA, 60 FEET NORTHEAST OF THE
 BL1430'NORTHEAST RAIL, 28 FEET SOUTHWEST OF THE CENTER LINE OF FARM ROAD
 BL1430'1774, 49 FEET WEST OF THE EXTENDED CENTER LINE OF FARM ROAD 1486, 1
 BL1430'FOOT SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, 0.3
 BL1430'MILE SOUTH OF TRIANGULATION STATION MAGNOLIA 1952, SET IN THE TOP OF A
 BL1430'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  NOTE-- THE
 BL1430'INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1433 ***********************************************************************
 BL1433  DESIGNATION -  MAGNOLIA RM 1
 BL1433  PID         -  BL1433
 BL1433  STATE/COUNTY-  TX/MONTGOMERY
 BL1433  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1433
 BL1433                         *CURRENT SURVEY CONTROL
 BL1433  ___________________________________________________________________
 BL1433* NAD 83(1986)-  30 13 16.     (N)    095 46 14.     (W)     SCALED    
 BL1433* NAVD 88     -        90.19   (+/-2cm)     295.9    (feet)  VERTCON   
 BL1433  ___________________________________________________________________
 BL1433  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1433
 BL1433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1433
 BL1433.The horizontal coordinates were scaled from a topographic map and have
 BL1433.an estimated accuracy of +/- 6 seconds.
 BL1433
 BL1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1433.The vertical order pertains to the NGVD 29 superseded value.
 BL1433
 BL1433.The geoid height was determined by GEOID03.
 BL1433
 BL1433;                    North         East    Units  Estimated Accuracy
 BL1433;SPC TX C     - 3,070,470.    1,139,130.      MT  (+/- 180 meters Scaled)
 BL1433
 BL1433                          SUPERSEDED SURVEY CONTROL
 BL1433
 BL1433  NGVD 29 (??/??/92)   90.185  (m)          295.88   (f) ADJ UNCH    2 0
 BL1433
 BL1433.Superseded values are not recommended for survey control.
 BL1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1433.See file dsdata.txt to determine how the superseded data were derived.
 BL1433
 BL1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP333465(NAD 83)
 BL1433_MARKER: DR = REFERENCE MARK DISK
 BL1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1433_STAMPING: MAGNOLIA NO 1 1952
 BL1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1433+STABILITY: SURFACE MOTION
 BL1433
 BL1433  HISTORY     - Date     Condition        Report By
 BL1433  HISTORY     - 1952     MONUMENTED       CGS
 BL1433  HISTORY     - 1954     GOOD             NGS
 BL1433
 BL1433                          STATION DESCRIPTION
 BL1433
 BL1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1433'1.55 MI NW FROM MAGNOLIA.
 BL1433'1.25 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1433'RAILROAD FROM THE STATION AT MAGNOLIA, THENCE 0.3 MILE NORTH ALONG
 BL1433'FARM ROAD 1486, 92.0 FEET NORTHEAST OF TRIANGULATION STATION MAGNOLIA
 BL1433'1952, 96 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A LOOKOUT TOWER, 6
 BL1433'FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1433'0.2 FOOT ABOVE THE GROUND.  NOTE-- THE INTERNATIONAL-GREAT NORTHERN
 BL1433'RAILROAD IS NOW THE MISSOURI PACIFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0858 ***********************************************************************
 AN0858  DESIGNATION -  MAGNOLIA RM 1
 AN0858  PID         -  AN0858
 AN0858  STATE/COUNTY-  TX/CALHOUN
 AN0858  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0858
 AN0858                         *CURRENT SURVEY CONTROL
 AN0858  ___________________________________________________________________
 AN0858* NAD 83(1986)-  28 34 07.     (N)    096 33 53.     (W)     SCALED    
 AN0858* NAVD 88     -         3.36   (+/-2cm)      11.0    (feet)  VERTCON   
 AN0858  ___________________________________________________________________
 AN0858  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0858
 AN0858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0858
 AN0858.The horizontal coordinates were scaled from a topographic map and have
 AN0858.an estimated accuracy of +/- 6 seconds.
 AN0858
 AN0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0858.The vertical order pertains to the NGVD 29 superseded value.
 AN0858
 AN0858.The geoid height was determined by GEOID03.
 AN0858
 AN0858;                    North         East    Units  Estimated Accuracy
 AN0858;SPC TXSC     - 4,083,970.      838,240.      MT  (+/- 180 meters Scaled)
 AN0858
 AN0858                          SUPERSEDED SURVEY CONTROL
 AN0858
 AN0858  NGVD 29 (??/??/92)    3.473  (m)           11.39   (f) ADJ UNCH    2 0
 AN0858
 AN0858.Superseded values are not recommended for survey control.
 AN0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0858.See file dsdata.txt to determine how the superseded data were derived.
 AN0858
 AN0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS382626(NAD 83)
 AN0858_MARKER: DR = REFERENCE MARK DISK
 AN0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0858_STAMPING: MAGNOLIA NO 1 1931
 AN0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0858+STABILITY: SURFACE MOTION
 AN0858
 AN0858  HISTORY     - Date     Condition        Report By
 AN0858  HISTORY     - 1931     MONUMENTED       CGS
 AN0858  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0858
 AN0858                          STATION DESCRIPTION
 AN0858
 AN0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AN0858'4.4 MI S FROM PORT LAVACA.
 AN0858'165.1 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION MAGNOLIA,
 AN0858'DESCRIBED ABOVE, 170 FEET SOUTH OF THE MIDDLE OF A SHARP RIGHT-ANGLE
 AN0858'CURVE, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 5 FEET EAST OF A
 AN0858'FENCE, AND LEVEL WITH THE ROAD.  A STANDARD REFERENCE-MARK DISK,
 AN0858'STAMPED MAGNOLIA NO 1 1931 AND SET IN THE TOP OF A CONCRETE POST
 AN0858'PROJECTING ABOUT 0.7 FOOT ABOVE GROUND.
 AN0858
 AN0858                          STATION RECOVERY (1998)
 AN0858
 AN0858'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1431 ***********************************************************************
 BL1431  DESIGNATION -  MAGNOLIA RM 2
 BL1431  PID         -  BL1431
 BL1431  STATE/COUNTY-  TX/MONTGOMERY
 BL1431  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1431
 BL1431                         *CURRENT SURVEY CONTROL
 BL1431  ___________________________________________________________________
 BL1431* NAD 83(1986)-  30 13 16.     (N)    095 46 14.     (W)     SCALED    
 BL1431* NAVD 88     -        91.13   (+/-2cm)     299.0    (feet)  VERTCON   
 BL1431  ___________________________________________________________________
 BL1431  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1431
 BL1431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1431
 BL1431.The horizontal coordinates were scaled from a topographic map and have
 BL1431.an estimated accuracy of +/- 6 seconds.
 BL1431
 BL1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1431.The vertical order pertains to the NGVD 29 superseded value.
 BL1431
 BL1431.The geoid height was determined by GEOID03.
 BL1431
 BL1431;                    North         East    Units  Estimated Accuracy
 BL1431;SPC TX C     - 3,070,470.    1,139,130.      MT  (+/- 180 meters Scaled)
 BL1431
 BL1431                          SUPERSEDED SURVEY CONTROL
 BL1431
 BL1431  NGVD 29 (??/??/92)   91.122  (m)          298.96   (f) ADJ UNCH    2 0
 BL1431
 BL1431.Superseded values are not recommended for survey control.
 BL1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1431.See file dsdata.txt to determine how the superseded data were derived.
 BL1431
 BL1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP333465(NAD 83)
 BL1431_MARKER: DR = REFERENCE MARK DISK
 BL1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1431_STAMPING: MAGNOLIA NO 2 1952
 BL1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1431+STABILITY: SURFACE MOTION
 BL1431
 BL1431  HISTORY     - Date     Condition        Report By
 BL1431  HISTORY     - 1952     MONUMENTED       CGS
 BL1431  HISTORY     - 1954     GOOD             NGS
 BL1431
 BL1431                          STATION DESCRIPTION
 BL1431
 BL1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1431'1.55 MI NW FROM MAGNOLIA.
 BL1431'1.25 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1431'RAILROAD FROM THE STATION AT MAGNOLIA, THENCE 0.3 MILE NORTH ALONG
 BL1431'FARM ROAD 1486.  91 FEET EAST OF THE CENTER LINE OF THE FARM ROAD,
 BL1431'87.3 FEET SOUTHEAST OF TRIANGULATION STATION MAGNOLIA 1952, 43 FEET
 BL1431'EAST OF THE NORTH END OF A CATTLE GUARD, 10 FEET EAST OF THE CENTER
 BL1431'LINE OF A ROAD LEADING TO A LOOKOUT TOWER, SET IN THE TOP OF A
 BL1431'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- THE
 BL1431'INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2247 ***********************************************************************
 BL2247  DESIGNATION -  MAGNOLIA TEX FOR SERV LOT 1952
 BL2247  PID         -  BL2247
 BL2247  STATE/COUNTY-  TX/MONTGOMERY
 BL2247  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL2247
 BL2247                         *CURRENT SURVEY CONTROL
 BL2247  ___________________________________________________________________
 BL2247* NAD 83(1993)-  30 13 16.44879(N)    095 46 13.76292(W)     ADJUSTED  
 BL2247* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 BL2247  ___________________________________________________________________
 BL2247  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BL2247  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL2247
 BL2247  HORZ ORDER  -  SECOND
 BL2247
 BL2247.The horizontal coordinates were established by classical geodetic methods
 BL2247.and adjusted by the National Geodetic Survey in February 1996..
 BL2247
 BL2247.The orthometric height was scaled from a topographic map.
 BL2247
 BL2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2247
 BL2247.The geoid height was determined by GEOID03.
 BL2247
 BL2247;                    North         East     Units Scale Factor Converg.
 BL2247;SPC TX C     - 3,070,485.598 1,139,137.303   MT  0.99997373   +2 21 00.5
 BL2247;SPC TX C     -10,073,751.50  3,737,319.63   sFT  0.99997373   +2 21 00.5
 BL2247;SPC TXSC     - 4,268,945.286   910,865.040   MT  0.99998265   +1 34 55.8
 BL2247;SPC TXSC     -14,005,697.99  2,988,396.39   sFT  0.99998265   +1 34 55.8
 BL2247;UTM  15      - 3,346,547.193   233,335.730   MT  1.00047739   -1 23 43.2
 BL2247
 BL2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2247!SPC TX C     -   0.99999002  x   0.99997373  =   0.99996375
 BL2247!SPC TXSC     -   0.99999002  x   0.99998265  =   0.99997267
 BL2247!UTM  15      -   0.99999002  x   1.00047739  =   1.00046740
 BL2247
 BL2247                          SUPERSEDED SURVEY CONTROL
 BL2247
 BL2247  NAD 83(1986)-  30 13 16.46298(N)    095 46 13.74562(W) AD(       ) 2
 BL2247  NAD 27      -  30 13 15.70000(N)    095 46 12.93000(W) AD(       ) 2
 BL2247
 BL2247.Superseded values are not recommended for survey control.
 BL2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2247.See file dsdata.txt to determine how the superseded data were derived.
 BL2247
 BL2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3333646547(NAD 83)
 BL2247_MARKER: 57 = LOOKOUT TOWER
 BL2247
 BL2247  HISTORY     - Date     Condition        Report By
 BL2247  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2247
 BL2247                          STATION DESCRIPTION
 BL2247
 BL2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2247'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF MAGNOLIA
 BL2247'IN THE WEST EDGE OF A BRUSH COVERED FIELD, 89 FEET EAST OF
 BL2247'THE CENTER OF A NORTH-SOUTH ROAD.  IT IS A 4 LEGGED STEEL
 BL2247'STRUCTURE SUPPORTING A GLASS ENCLOSED CAB AND HAS AN OVERALL
 BL2247'HEIGHT OF 100 FEET.
 BL2247'
 BL2247'THE POINT OBSERVED WAS THE APEX OF THE ROOF OF CAB.
 BL2247'
 BL2247'TO REACH THE STATION FROM THE POST OFFICE IN MAGNOLIA, GO WEST
 BL2247'AND NORTHWEST ON HARD SURFACED ROAD FOR 1.25 MILES TO A T ROAD
 BL2247'RIGHT, TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.3 MILE
 BL2247'TO STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0697 ***********************************************************************
 AO0697  DESIGNATION -  MAGUEYITOS
 AO0697  PID         -  AO0697
 AO0697  STATE/COUNTY-  TX/WEBB
 AO0697  USGS QUAD   -  CAIMAN CREEK SE (1974)
 AO0697
 AO0697                         *CURRENT SURVEY CONTROL
 AO0697  ___________________________________________________________________
 AO0697* NAD 83(1993)-  28 02 36.30549(N)    099 00 18.32845(W)     ADJUSTED  
 AO0697* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 AO0697  ___________________________________________________________________
 AO0697  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AO0697  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AO0697
 AO0697  HORZ ORDER  -  FIRST
 AO0697
 AO0697.The horizontal coordinates were established by classical geodetic methods
 AO0697.and adjusted by the National Geodetic Survey in February 1996..
 AO0697
 AO0697.The orthometric height was scaled from a topographic map.
 AO0697
 AO0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0697
 AO0697.The geoid height was determined by GEOID03.
 AO0697
 AO0697;                    North         East     Units Scale Factor Converg.
 AO0697;SPC TX S     - 5,263,438.540   250,335.366   MT  1.00005993   -0 13 45.5
 AO0697;SPC TX S     -17,268,464.61    821,308.61   sFT  1.00005993   -0 13 45.5
 AO0697;SPC TXSC     - 4,023,284.969   599,499.360   MT  1.00011490   -0 00 09.0
 AO0697;SPC TXSC     -13,199,727.44  1,966,857.48   sFT  1.00011490   -0 00 09.0
 AO0697;UTM  14      - 3,102,012.052   499,499.618   MT  0.99960000   -0 00 08.6
 AO0697
 AO0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0697!SPC TX S     -   0.99998384  x   1.00005993  =   1.00004377
 AO0697!SPC TXSC     -   0.99998384  x   1.00011490  =   1.00009874
 AO0697!UTM  14      -   0.99998384  x   0.99960000  =   0.99958384
 AO0697
 AO0697:                Primary Azimuth Mark                     Grid Az
 AO0697:SPC TX S     -  MAGUEYITOS AZ MK                         213 45 20.8
 AO0697:SPC TXSC     -  MAGUEYITOS AZ MK                         213 31 44.3
 AO0697:UTM  14      -  MAGUEYITOS AZ MK                         213 31 43.9
 AO0697
 AO0697|---------------------------------------------------------------------|
 AO0697| PID    Reference Object                     Distance      Geod. Az  |
 AO0697|                                                           dddmmss.s |
 AO0697| CV5592 MAGUEYITOS AZ MK                                   2133135.3 |
 AO0697| CV5593 MAGUEYITOS RM 1                      24.481 METERS 25705     |
 AO0697| CV5594 MAGUEYITOS RM 2                      34.872 METERS 35713     |
 AO0697|---------------------------------------------------------------------|
 AO0697
 AO0697                          SUPERSEDED SURVEY CONTROL
 AO0697
 AO0697  NAD 83(1986)-  28 02 36.30737(N)    099 00 18.30410(W) AD(       ) 1
 AO0697  NAD 27      -  28 02 35.26900(N)    099 00 17.21600(W) AD(       ) 1
 AO0697
 AO0697.Superseded values are not recommended for survey control.
 AO0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0697.See file dsdata.txt to determine how the superseded data were derived.
 AO0697
 AO0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9950002012(NAD 83)
 AO0697_MARKER: DS = TRIANGULATION STATION DISK
 AO0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0697
 AO0697  HISTORY     - Date     Condition        Report By
 AO0697  HISTORY     - 1935     MONUMENTED       CGS
 AO0697  HISTORY     - 1974     GOOD             USGS
 AO0697
 AO0697                          STATION DESCRIPTION
 AO0697
 AO0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0697'STATION IS LOCATED ABOUT 21 MILES ENE OF ENCINAL AND ABOUT 29
 AO0697'MILES SE OF COTULLA.  IT IS 1/4 MILE N OF THE FREER-ENCINAL
 AO0697'ROAD ON A HILL IN BRUSH COVERED PASTURE LAND ON THE WITHERS
 AO0697'RANCH, IN WHAT IS KNOWN AS THE MAGUEYITOS PASTURE, NEAR A
 AO0697'TWO-STORY SHACK KNOWN AS THE MAGUEYITOA HOUSE.  BY ROAD IT
 AO0697'IS 32 MILES FROM FREER AND 24.5 MILES FROM ENCINAL.  THERE IS
 AO0697'HIGHER GROUND TO THE W AND NE.  STATION SITE IS LESS THAN 1/2
 AO0697'MILE N OF THE WEBB COUNTY LINE AND ABOUT 1/4 MILE N OF AN
 AO0697'OLD CORRAL AND STONE CHIMNEY WHICH ARE JUST N OF THE ROAD.
 AO0697'MARK IS 20 FEET N OF E AND W FENCE.  PROPERTY ON WHICH
 AO0697'STATION IS LOCATED IS OWNED BY MRS. WITHERS WHO LIVES IN A
 AO0697'LARGE HOUSE ON THE FREER-ENCINAL ROAD 9 MILES E OF STATION
 AO0697'SITE.
 AO0697'
 AO0697'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0697'BRONZE DISKS SET IN CONCRETE.
 AO0697'
 AO0697'REFERENCE MARK NO. 1 IS W OF STATION IN FENCE CORNER.
 AO0697'
 AO0697'REFERENCE MARK NO. 2 IS N OF STATION.
 AO0697'
 AO0697'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SW OF STATION AT
 AO0697'POINT WHERE ROAD LEADING INTO STATION LEAVES FREER ENCINAL ROAD.
 AO0697'
 AO0697'REACHED FROM RAILROAD STATION IN ENCINAL BY GOING E ON
 AO0697'FREER-ENCINAL ROAD 24.6 MILES, OR 4.65 MILES E OF A ROAD LEADING
 AO0697'TO A SMALL ONE-STORY HOUSE AND GARAGE WITH WINDMILL AND CORRAL
 AO0697'WHICH IS 1/8 MILE N OF ROAD (MONTE CORTADO RANCH BUILDINGS) TO
 AO0697'STONE CHIMNEY AND CORRAL ON N SIDE OF ROAD.  FROM THIS POINT
 AO0697'THERE IS A ROAD LEADING UP HILL TO HOUSE AND STATION.
 AO0697'
 AO0697'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0697
 AO0697                          STATION RECOVERY (1974)
 AO0697
 AO0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RJP)
 AO0697'FROM ENCINAL GO E. ON HWY 44 3.3 MI TO CURVE TO RIGHT AND JCT
 AO0697'OF GRAVELED COUNTY RD TO LEFT, TURN ON COUNTY RD AND CONTINUE
 AO0697'FOR 18.3 MI TO LOCKED GATE ACROSS RD AND Y-RD SE ALSO LOCKED,
 AO0697'TURN RIGHT AT Y-RD SE AND GO 1.1 MI TO TWO STORY SHACK ON
 AO0697'LEFT.  STATION IS ABOUT 50 FT SE OF SHACK ON LAND OWNED BY MISS
 AO0697'MARY K. WITHERS OF ENCINAL, TX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0906 ***********************************************************************
 BM0906  DESIGNATION -  MAHA
 BM0906  PID         -  BM0906
 BM0906  STATE/COUNTY-  TX/BASTROP
 BM0906  USGS QUAD   -  LYTTON SPRINGS (1994)
 BM0906
 BM0906                         *CURRENT SURVEY CONTROL
 BM0906  ___________________________________________________________________
 BM0906* NAD 83(1993)-  30 06 14.73566(N)    097 35 30.91464(W)     ADJUSTED  
 BM0906* NAVD 88     -       189.5    (meters)     622.     (feet)  VERTCON   
 BM0906  ___________________________________________________________________
 BM0906  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BM0906  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0906
 BM0906  HORZ ORDER  -  FIRST
 BM0906
 BM0906.The horizontal coordinates were established by classical geodetic methods
 BM0906.and adjusted by the National Geodetic Survey in February 1996..
 BM0906
 BM0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0906
 BM0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0906
 BM0906.The geoid height was determined by GEOID03.
 BM0906
 BM0906;                    North         East     Units Scale Factor Converg.
 BM0906;SPC TX C     - 3,051,748.157   964,206.365   MT  1.00000338   +1 24 43.2
 BM0906;SPC TX C     -10,012,277.08  3,163,400.38   sFT  1.00000338   +1 24 43.2
 BM0906;UTM  14      - 3,331,156.095   635,670.867   MT  0.99982709   +0 42 22.9
 BM0906
 BM0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0906!SPC TX C     -   0.99997434  x   1.00000338  =   0.99997772
 BM0906!UTM  14      -   0.99997434  x   0.99982709  =   0.99980143
 BM0906
 BM0906|---------------------------------------------------------------------|
 BM0906| PID    Reference Object                     Distance      Geod. Az  |
 BM0906|                                                           dddmmss.s |
 BM0906| CV5596 MAHA RM 1                            27.707 METERS 14915     |
 BM0906| CV5597 MAHA RM 2                            22.104 METERS 23335     |
 BM0906| CV5595 MAHA AZ MK                                         2474133.1 |
 BM0906| BM0914 ELROY DISTRICT 12 MUN TANK          APPROX. 5.2 KM 2981206.5 |
 BM0906| BM0915 AUSTIN RADIO KTBC AM 590 MAST       APPROX.15.2 KM 3452405.3 |
 BM0906| BM0882 AUSTIN RADIO KHFI AM 970 MAST       APPROX.24.9 KM 3535822.1 |
 BM0906|---------------------------------------------------------------------|
 BM0906
 BM0906                          SUPERSEDED SURVEY CONTROL
 BM0906
 BM0906  NAD 83(1986)-  30 06 14.75470(N)    097 35 30.89583(W) AD(       ) 1
 BM0906  NAD 27      -  30 06 13.97908(N)    097 35 29.89918(W) AD(       ) 1
 BM0906  NGVD 29 (07/19/86)  189.4    (m)          621.     (f) VERT ANG       
 BM0906
 BM0906.Superseded values are not recommended for survey control.
 BM0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0906.See file dsdata.txt to determine how the superseded data were derived.
 BM0906
 BM0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3567131156(NAD 83)
 BM0906_MARKER: DS = TRIANGULATION STATION DISK
 BM0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0906
 BM0906  HISTORY     - Date     Condition        Report By
 BM0906  HISTORY     - 1967     MONUMENTED       CGS
 BM0906  HISTORY     - 19951226 GOOD             USPSQD
 BM0906  HISTORY     - 20030308 GOOD             USPSQD
 BM0906
 BM0906                          STATION DESCRIPTION
 BM0906
 BM0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0906'THE STATION IS LOCATED ABOUT 16 MILES WEST-NORTHWEST OF BASTROP,
 BM0906'5-1/2 MILES WEST-NORTHWEST OF CEDAR CREEK, 3 MILES EAST-SOUTHEAST
 BM0906'OF ELROY, 3/4 MILE SOUTHEAST OF THE TRAVIS-BASTROP COUNTY LINE
 BM0906'AND AT THE SOUTHEAST CORNER OF A U.S. ARMY MISSILE SITE.
 BM0906'
 BM0906'TO REACH THE STATION FROM THE STORE AND SERVICE STATION IN THE
 BM0906'CENTER OF THE SMALL VILLAGE OF ELROY, GO SOUTHEAST ON FARM ROAD
 BM0906'812 FOR 2.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 BM0906'SOUTHEAST ON ROAD 812 FOR 0.25 MILE TO FARM ROAD 2430 ON THE
 BM0906'LEFT.  TURN LEFT AND GO NORTHEAST ON ROAD 2430 FOR 0.95 MILE
 BM0906'TO THE STATION ON THE LEFT.
 BM0906'
 BM0906'THE STATION MARK IS A STANDARD DISK STAMPED MAHA 1967, SET IN TOP
 BM0906'OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH WITH
 BM0906'THE SURFACE OF THE GROUND.  IT IS 47.5 FEET NORTHWEST OF THE
 BM0906'CENTER OF ROAD 2430 AND 13 FEET SOUTHEAST OF A CHAIN LINK FENCE.
 BM0906'
 BM0906'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MAHA NO 1 1967,
 BM0906'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 BM0906'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 39.5
 BM0906'FEET SOUTHEAST OF THE CENTER OF ROAD 2430 AND 1 FOOT NORTHWEST
 BM0906'OF A FENCE.
 BM0906'
 BM0906'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MAHA NO 2 1967,
 BM0906'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH
 BM0906'WITH THE SURFACE OF THE GROUND.  IT IS 60 FEET NORTHWEST OF THE
 BM0906'CENTER OF ROAD 2430, 29.5 FEET NORTHEAST OF A CORNER FENCE POST
 BM0906'AND 1 FOOT SOUTHEAST OF THE CHAIN LINK FENCE.
 BM0906'
 BM0906'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAHA 1967, SET IN
 BM0906'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 2
 BM0906'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 46.5 FEET SOUTHWEST
 BM0906'OF THE CENTER OF ROAD 812, 33 FEET NORTH OF A POWER POLE AND 3.5
 BM0906'FEET WEST OF A POWER POLE NUMBERED 252.
 BM0906'
 BM0906'HEIGHT OF LIGHT ABOVE STATION MARK 18.1 METERS.
 BM0906
 BM0906                          STATION RECOVERY (1995)
 BM0906
 BM0906'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0906'RECOVERED IN GOOD CONDITION.
 BM0906
 BM0906                          STATION RECOVERY (2003)
 BM0906
 BM0906'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0906'THE STATION, RM 1 AND RM 2 ALL FOUND IN GOOD CONDITION. AZIMUTH MARK
 BM0906'WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6503 ***********************************************************************
 AW6503  DESIGNATION -  MAID
 AW6503  PID         -  AW6503
 AW6503  STATE/COUNTY-  TX/HARRIS
 AW6503  USGS QUAD   -  PARK PLACE (1995)
 AW6503
 AW6503                         *CURRENT SURVEY CONTROL
 AW6503  ___________________________________________________________________
 AW6503* NAD 83(1993)-  29 43 23.22191(N)    095 15 51.25048(W)     ADJUSTED  
 AW6503* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AW6503  ___________________________________________________________________
 AW6503  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6503  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6503
 AW6503  HORZ ORDER  -  FIRST
 AW6503
 AW6503.The horizontal coordinates were established by classical geodetic methods
 AW6503.and adjusted by the National Geodetic Survey in February 1996..
 AW6503
 AW6503.The orthometric height was scaled from a topographic map.
 AW6503
 AW6503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6503
 AW6503.The geoid height was determined by GEOID03.
 AW6503
 AW6503;                    North         East     Units Scale Factor Converg.
 AW6503;SPC TXSC     - 4,215,211.097   961,343.733   MT  0.99988612   +1 49 48.7
 AW6503;SPC TXSC     -13,829,405.07  3,154,008.56   sFT  0.99988612   +1 49 48.7
 AW6503;UTM  15      - 3,290,251.473   280,986.786   MT  1.00019187   -1 07 23.1
 AW6503
 AW6503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6503!SPC TXSC     -   1.00000286  x   0.99988612  =   0.99988898
 AW6503!UTM  15      -   1.00000286  x   1.00019187  =   1.00019473
 AW6503
 AW6503:                Primary Azimuth Mark                     Grid Az
 AW6503:SPC TXSC     -  KTRH BROADCASTING STA E TOWER            096 34 21.1
 AW6503:UTM  15      -  KTRH BROADCASTING STA E TOWER            099 31 32.9
 AW6503
 AW6503|---------------------------------------------------------------------|
 AW6503| PID    Reference Object                     Distance      Geod. Az  |
 AW6503|                                                           dddmmss.s |
 AW6503| AW6451 KTRH BROADCASTING STA E TOWER       APPROX. 9.0 KM 0982409.8 |
 AW6503| AW6480 PASADENA RAD STA KTRH W MAST        APPROX. 8.9 KM 0982858.5 |
 AW6503| AW6446 HOUSTON MANCHESTER TERM TANK        APPROX. 1.6 KM 1074205.6 |
 AW6503| AW6438 SOUTH HOUSTON MUN TANK NO 1         APPROX. 7.0 KM 1602203.8 |
 AW6503| AW6495 SOUTH HOUSTON AIRWAY BEACON         APPROX. 8.4 KM 1944718.0 |
 AW6503| AW6548 FLOUR 1931                            4.310 METERS 22446     |
 AW6503| CV6538 MAID RM 1                             6.492 METERS 23420     |
 AW6503| CV6539 MAID RM 2                             6.383 METERS 26203     |
 AW6503| AW6651 HOUSTON ESPERSON BLDG DOME          APPROX.10.5 KM 2920719.4 |
 AW6503| AW6663 HOUSTON GULF BUILDING FLAGPOLE      APPROX.10.4 KM 2922320.5 |
 AW6503| AW3722 WESTERN                             430.468 METERS 3363852.7 |
 AW6503|---------------------------------------------------------------------|
 AW6503
 AW6503                          SUPERSEDED SURVEY CONTROL
 AW6503
 AW6503  NAD 83(1986)-  29 43 23.23678(N)    095 15 51.23115(W) AD(       ) 1
 AW6503  NAD 27      -  29 43 22.41488(N)    095 15 50.46518(W) AD(       ) 1
 AW6503
 AW6503.Superseded values are not recommended for survey control.
 AW6503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6503.See file dsdata.txt to determine how the superseded data were derived.
 AW6503
 AW6503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8098790251(NAD 83)
 AW6503_MARKER: DS = TRIANGULATION STATION DISK
 AW6503_SETTING: 0 = UNSPECIFIED SETTING
 AW6503
 AW6503  HISTORY     - Date     Condition        Report By
 AW6503  HISTORY     - 1931     MONUMENTED       CGS
 AW6503  HISTORY     - 1942     GOOD             CGS
 AW6503  HISTORY     - 1952     GOOD             CGS
 AW6503  HISTORY     - 1955     GOOD             CGS
 AW6503  HISTORY     - 1955     GOOD             CGS
 AW6503  HISTORY     - 1966     GOOD             CGS
 AW6503  HISTORY     - 1968     GOOD             CGS
 AW6503  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 AW6503
 AW6503                          STATION DESCRIPTION
 AW6503
 AW6503'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW6503'IN THE E PART OF THE HARRISBURG INDUSTRIAL DISTRICT OF
 AW6503'HOUSTON, ON THE HIGHEST SUPER-STRUCTURE OF THE CONCRETE
 AW6503'GRAIN ELEVATOR OF THE AMERICAN MAID FLOUR MILLS.  THE ROOF
 AW6503'OF THIS STRUCTURE IS ABOUT 30 BY 60 FEET, OF CONCRETE COVERED
 AW6503'WITH TAR, WITH A 1-FOOT COPING.  ON IT ARE TWO DUST COLLECTORS
 AW6503'AND AN IRON FLAGPOLE.
 AW6503'
 AW6503'STATION WAS MARKED BY A STANDARD DISK STATION MARK SET FLUSH
 AW6503'IN ROOF, 6.24 METERS (20.5 FEET) S OF N EDGE OF COPING,
 AW6503'1.43 METERS (4.7 FEET) W OF E COPING, AND 4.310 METERS (14.14
 AW6503'FEET) N 45 DEG 32 MIN E FROM CENTER OF BASE OF FLAGPOLE.
 AW6503'CENTER OF BASE OF FLAGPOLE IS HYDROGRAPHIC AND TOPOGRAPHIC
 AW6503'STATIN FLOUR.
 AW6503'
 AW6503'REFERENCE MARK 1 IS A THREADED IRON BOLT BUILT INTO ROOF
 AW6503'AND PROJECTING ABOUT 2 INCHES.  AN X MARK WAS CHISELED INTO
 AW6503'HEAD OF BOLT.  IT IS 1.35 METERS (4.4 FEET) E OF W COPING,
 AW6503'8.13 METERS (26.7 FEET) S OF N COPING, 2.34 METERS (7.7 FEET)
 AW6503'FROM CENTER OF BASE OF POLE, AND 6.49 METERS (21.3 FEET)
 AW6503'FROM STATION.
 AW6503'
 AW6503'REFERENCE MARK 2 IS A 1/2-INCH IRON BOLT WITH NUT ON IT
 AW6503'PROJECTING ABOUT 2 INCHES ABOVE ROOF INTO WHICH IT IS BUILT.
 AW6503'AN X HAS BEEN CHISELED INTO HEAD.  IT IS 5.04 METERS (16.5 FEET)
 AW6503'S OF N COPING, 1.35 METERS (4.4 FEET) E OF W COPING, 3.89
 AW6503'METERS (12.8 FEET) FROM CENTER OF BASE OF POLE, AND 6.38
 AW6503'METERS (20.9 FEET) FROM STATION.
 AW6503'
 AW6503'THE AMERICAN MAID FLOUR MILL IS ON S SIDE OF SHIP CHANNEL,
 AW6503'ABOUT 1 MILE E OF MAIN BUSINESS STREET IN HARRISBURG.
 AW6503
 AW6503                          STATION RECOVERY (1942)
 AW6503
 AW6503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6503'STATION WAS RECOVERED AS DESCRIBED, WITH THE MARKS IN
 AW6503'GOOD CONDITION, EXCEPT THAT THE BOLT USED AS REFERENCE MARK
 AW6503'2 HAS APPARENTLY BEEN HIT AND IS INCLINED AWAY FROM THE
 AW6503'VERTICAL AND THE STATION.  THE DISTANCE WAS 0.012 METER MORE
 AW6503'THAN THAT GIVEN IN THE ORIGINAL DESCRIPTION.  ALSO THE MILL
 AW6503'ON WHICH THE STATION IS LOCATED IS NOW KNOWN AS THE BEST MAID
 AW6503'FLOUR MILL.  STATION MARK IS STAMPED MAID 1931.
 AW6503'
 AW6503'REFERENCE MARK 1 IS COVERED WITH ROOFING TAR.
 AW6503'
 AW6503'REFERENCE MARK 2 - BOLT AND NUT WERE QUITE RUSTY.
 AW6503
 AW6503                          STATION RECOVERY (1952)
 AW6503
 AW6503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6503'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AW6503'REFERENCE MARK 1 COULD NOT BE FOUND.  PREVIOUS DESCRIPTION
 AW6503'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE--
 AW6503'
 AW6503'BEST MAID FLOUR MILL IS NOW THE PROPERTY OF ARROW MILLS, INC.
 AW6503
 AW6503                          STATION RECOVERY (1955)
 AW6503
 AW6503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 AW6503'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO ATTEMPT
 AW6503'WAS MADE TO SEARCH FOR THE REFERENCE MARKS.  THE 1952 DESCRIPTION
 AW6503'IS ADEQUATE.
 AW6503
 AW6503                          STATION RECOVERY (1955)
 AW6503
 AW6503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6503'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS
 AW6503'DESCRIBED BY F.B.Q. IN 1942 AND P.L.B IN 1952.  PRESENT
 AW6503'DESCRIPTIONS ADEQUATE.
 AW6503
 AW6503                          STATION RECOVERY (1966)
 AW6503
 AW6503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 AW6503'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE
 AW6503'MARKS WERE NOT SEARCHED FOR.  THE STATION IS LOCATED IN THE
 AW6503'EASTERN PART OF HOUSTON, AT THE PORT TERMINAL, ON THE SOUTH
 AW6503'SIDE OF THE HOUSTON SHIP CHANNEL.  THE STATION IS ON THE
 AW6503'HIGHEST SUPERSTRUCTURE OF A CONCRETE ELEVATOR OF THE CONTINENTAL
 AW6503'GRAIN COMPANY.
 AW6503'
 AW6503'STATION MARK IS A STANDARD DISK, STAMPED MAID 1931, IS
 AW6503'CEMENTED IN A DRILL HOLE FLUSH WITH THE CONCRETE ROOF.  IT
 AW6503'IS 20.5 FEET SOUTH OF THE NORTH EDGE OF COPING, 4.7 FEET
 AW6503'WEST OF THE EAST COPING AND 14.14 FEET SOUTHWEST OF THE
 AW6503'BASE OF A FLAGPOLE.
 AW6503'
 AW6503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EASTERN
 AW6503'PART OF HOUSTON
 AW6503
 AW6503                          STATION RECOVERY (1968)
 AW6503
 AW6503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6503'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE BOLTS
 AW6503'USED AS REFERENCE MARKS 1 AND 2 HAVE RUSTED AWAY.  REFERENCE
 AW6503'MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 AW6503'FOLLOWS.
 AW6503'
 AW6503'THE STATION IS LOCATED IN THE EASTER PART OF HOUSTON, AT THE
 AW6503'SOUTH EDGE OF THE SHIP CHANNEL, JUST EAST OF THE NORTH END
 AW6503'OF CONCRETE STREET ON THE HIGHEST PART OF A CONCRETE GRAIN
 AW6503'ELEVATOR WHICH IS OWNED BY THE CONTINENTAL GRAIN COMPANY.
 AW6503'
 AW6503'THE STATION IS A STANDARD DISK STAMPED MAIN 1931, CEMENTED
 AW6503'IN A DRILL HOLE IN THE CONCRETE ROOF, FLUSH.  IT IS 20.5
 AW6503'FEET SOUTH OF THE NORTH EDGE OF THE NORTH COPING AND 4.7
 AW6503'FEET WEST OF THE EAST EDGE OF THE EAST COPING.
 AW6503'
 AW6503'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MAID 1931 NO 3
 AW6503'1968, CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF, FLUSH.
 AW6503'IT IS 3.1 FEET WEST OF THE EAST EDGE OF THE EAST COPING AND
 AW6503'1.5 FEET SOUTH OF THE NORTH EDGE OF THE NORTH COPING.
 AW6503'
 AW6503'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MAID 1931 NO 4
 AW6503'1968, CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF, FLUSH.
 AW6503'IT IS 20.4 FEET SOUTH OF THE NORTH EDGE OF THE NORTH COPING
 AW6503'AND 1.3 FEET EAST OF THE WEST EDGE OF THE WEST COPING.
 AW6503
 AW6503                          STATION RECOVERY (1996)
 AW6503
 AW6503'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1362 ***********************************************************************
 AN1362  DESIGNATION -  MAIL
 AN1362  PID         -  AN1362
 AN1362  STATE/COUNTY-  TX/ARANSAS
 AN1362  USGS QUAD   -  BAYSIDE (1979)
 AN1362
 AN1362                         *CURRENT SURVEY CONTROL
 AN1362  ___________________________________________________________________
 AN1362* NAD 83(1993)-  28 01 12.40860(N)    097 10 43.84439(W)     ADJUSTED  
 AN1362* NAVD 88     -         3.10   (+/-2cm)      10.2    (feet)  VERTCON   
 AN1362  ___________________________________________________________________
 AN1362  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AN1362  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1362
 AN1362  HORZ ORDER  -  SECOND
 AN1362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1362
 AN1362.The horizontal coordinates were established by classical geodetic methods
 AN1362.and adjusted by the National Geodetic Survey in February 1996..
 AN1362
 AN1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1362.The vertical order pertains to the NGVD 29 superseded value.
 AN1362
 AN1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1362
 AN1362.The geoid height was determined by GEOID03.
 AN1362
 AN1362;                    North         East     Units Scale Factor Converg.
 AN1362;SPC TXSC     - 4,022,096.628   779,113.849   MT  1.00012405   +0 53 31.9
 AN1362;SPC TXSC     -13,195,828.69  2,556,142.69   sFT  1.00012405   +0 53 31.9
 AN1362;SPC TX S     - 5,261,436.497   429,931.534   MT  1.00005262   +0 35 59.3
 AN1362;SPC TX S     -17,261,896.24  1,410,533.71   sFT  1.00005262   +0 35 59.3
 AN1362;UTM  14      - 3,100,767.491   679,044.193   MT  0.99999567   +0 51 20.8
 AN1362
 AN1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1362!SPC TXSC     -   1.00000374  x   1.00012405  =   1.00012779
 AN1362!SPC TX S     -   1.00000374  x   1.00005262  =   1.00005636
 AN1362!UTM  14      -   1.00000374  x   0.99999567  =   0.99999941
 AN1362
 AN1362:                Primary Azimuth Mark                     Grid Az
 AN1362:SPC TXSC     -  STAR                                     001 27 36.8
 AN1362:SPC TX S     -  STAR                                     001 45 09.4
 AN1362:UTM  14      -  STAR                                     001 29 47.9
 AN1362
 AN1362|---------------------------------------------------------------------|
 AN1362| PID    Reference Object                     Distance      Geod. Az  |
 AN1362|                                                           dddmmss.s |
 AN1362| AN2108 STAR                                APPROX. 4.3 KM 0022108.7 |
 AN1362| AN1364 MAIL RM 2                            32.880 METERS 12152     |
 AN1362| AH1196 WINDMILL T                          APPROX. 5.2 KM 1343545.3 |
 AN1362| AN1363 MAIL RM 1                            17.780 METERS 22353     |
 AN1362|---------------------------------------------------------------------|
 AN1362
 AN1362                          SUPERSEDED SURVEY CONTROL
 AN1362
 AN1362  NAD 83(1986)-  28 01 12.41581(N)    097 10 43.82361(W) AD(       ) 2
 AN1362  NAD 27      -  28 01 11.35400(N)    097 10 42.85500(W) AD(       ) 2
 AN1362  NGVD 29 (??/??/92)    3.24   (m)           10.6    (f) COMPUTED    2 0
 AN1362
 AN1362.Superseded values are not recommended for survey control.
 AN1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1362.See file dsdata.txt to determine how the superseded data were derived.
 AN1362
 AN1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7904400767(NAD 83)
 AN1362_MARKER: DS = TRIANGULATION STATION DISK
 AN1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1362_STAMPING: MAIL 1934
 AN1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1362+STABILITY: SURFACE MOTION
 AN1362
 AN1362  HISTORY     - Date     Condition        Report By
 AN1362  HISTORY     - 1934     MONUMENTED       CGS
 AN1362  HISTORY     - 1934     GOOD             CGS
 AN1362  HISTORY     - 1942     GOOD             CGS
 AN1362  HISTORY     - 1949     GOOD             CGS
 AN1362  HISTORY     - 1950     GOOD             CGS
 AN1362  HISTORY     - 1953     GOOD             USGS
 AN1362  HISTORY     - 1961     GOOD             CGS
 AN1362  HISTORY     - 1970     GOOD             CHOCO
 AN1362  HISTORY     - 1980     SEE DESCRIPTION  LOCENG
 AN1362  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1362  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1362
 AN1362                          STATION DESCRIPTION
 AN1362
 AN1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN1362'STATION IS ABOUT 7.5 MILES W OF ROCKPORT, ABOUT 5-1/2 MILES
 AN1362'SSE OF BAYSIDE, ON PROPERTY OWNED BY THE RINCON INVESTMENT
 AN1362'COMPANY OF HOUSTON.  IT IS 200 METERS SE OF HOUSE OWNED BY
 AN1362'RINCON INVESTMENT CO. AND OCCUPIED BY W.T. SALCH AND 1/2
 AN1362'MILE W OF HOUSE OWNED BY SAME COMPANY AND OCCUPIED BY RONALD
 AN1362'KENNE.  IT IS 10 METERS N OF SECTION ROAD (THIS IS THE FIRST
 AN1362'ROAD S OF THE BAYSIDE HIGHWAY), 2 METERS S OF THE EDGE OF
 AN1362'A CULTIVATED FIELD, ON THE ROAD RIGHT-OF-WAY, AND ABOUT 1
 AN1362'MILE W OF W SHORE OF PUERTO BAY.
 AN1362'
 AN1362'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN1362'SET IN CONCRETE.
 AN1362'
 AN1362'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN1362'WINDMILL, KENNE HOUSE (1/2 MILE DISTANT), 58 DEG.  WINDMILL,
 AN1362'SALCH HOUSE (200 METERS DISTANT), 318 DEG.
 AN1362'
 AN1362'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 AN1362
 AN1362                          STATION RECOVERY (1934)
 AN1362
 AN1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AN1362'8.5 MI NE FROM GREGORY.
 AN1362'IN ARANSAS COUNTY, 8.5 MILES NORTHEAST ALONG THE BAYSIDE ROAD FROM THE
 AN1362'POST OFFICE AT GREGORY, SAN PATRICIO COUNTY, 4.0 MILES SOUTHEAST ALONG
 AN1362'THE ROCKPORT ROAD, AND 1.0 MILE NORTHEAST AND 0.4 MILE NORTHWEST ALONG
 AN1362'COUNTY ROADS.  0.2 MILE SOUTHEAST OF A FARMHOUSE, ON PROPERTY OWNED BY
 AN1362'THE RINCON INVESTMENT CO. OF HOUSTON, TEXAS, 30 FEET NORTHEAST OF THE
 AN1362'CENTERLINE OF THE ROAD, 7 FEET SOUTH OF THE EDGE OF A CULTIVATED
 AN1362'FIELD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AN1362'ROAD.  A STANDARD TRIANGULATION-DISK, STAMPED MAIL 1934 AND SET IN THE
 AN1362'TOP OF A CONCRETE POST.
 AN1362
 AN1362                          STATION RECOVERY (1942)
 AN1362
 AN1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AN1362'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN1362'CONDITION.
 AN1362'
 AN1362'STATION IS ABOUT 0.1 MILE S OF A FARMHOUSE, 30 FEET NE OF
 AN1362'AND AT ABOUT THE SAME ELEVATION AS THE CENTER LINE OF COUNTY
 AN1362'ROAD, 2 FEET W OF A 4- BY 4-INCH WOODEN WITNESS POST, AND
 AN1362'AT THE EDGE OF CULTIVATED FIELD.  MARK IS STAMPED MAIL 1934
 AN1362'AND PROJECTS ABOUT 0.4 FOOT.
 AN1362'
 AN1362'REFERENCE MARK 1 IS 58.3 FEET SSW OF THE STATION, 26 FEET
 AN1362'SW OF AND AT ABOUT THE SAME ELEVATION AS THE CENTER LINE OF
 AN1362'ROAD.  IT IS STAMPED MAIL NO 1 1934 AND PROJECTS ABOUT 0.4
 AN1362'FOOT.
 AN1362'
 AN1362'REFERENCE MARK 2 IS 107.7 FEET ESE OF THE STATION, 24 FEET
 AN1362'NE OF AND AT ABOUT THE SAME ELEVATION AS THE CENTER LINE
 AN1362'OF ROAD.  IT IS STAMPED MAIL NO 2 1934 AND PROJECTS ABOUT
 AN1362'0.4 FOOT.
 AN1362'
 AN1362'TO REACH STATION FROM THE INTERSECTION OF ROAD TO BAYSIDE
 AN1362'AND STATE HIGHWAY 35 AT ROCKPORT, GO 7.2 MILES W ALONG ROAD
 AN1362'TO BAYSIDE TO INTERSECTION OF CROSS ROAD.  THEN GO 3.3 MILES
 AN1362'NE TO INTERSECTION OF ROAD LEADING NW, THEN GO 0.4 MILE
 AN1362'NW ALONG ROAD TO THE SITE OF THE STATION.
 AN1362
 AN1362                          STATION RECOVERY (1949)
 AN1362
 AN1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN1362'STATION AND BOTH R.M.S RECOVERED.  STATION AND R.M. 2 WERE
 AN1362'IN GOOD CONDITION.  R.M. 1 HAS BEEN STRUCK BY PLOWS OR CONSTRUCTION
 AN1362'EQUIPMENT AND IS LEANING TOWARD THE STATION.  DISTANCES
 AN1362'TO THE REFERENCE MARKS WERE MEASURED AND R.M. 1 IS NOW 17.46
 AN1362'METERS FROM THE STATION.  DISTANCE TO R.M. 2 IS CORRECT.
 AN1362'
 AN1362'BECAUSE OF CHANGES IN ROADS THE ORIGINAL DESCRIPTION AND
 AN1362'THE 1942 RECOVERY NOTE ARE NO LONGER ADEQUATE.  A NEW DESCRIPTION
 AN1362'FOLLOWS--
 AN1362'
 AN1362'STATION IS ON LAND OWNED BY THE RINCON INVESTMENT COMPANY, 200
 AN1362'METERS S OF A HOUSE OCCUPIED BY W.T. SELCH, 30.0 FEET N
 AN1362'OF CENTER LINE OF DIRT ROAD, IN THE EDGE OF A CULTIVATED
 AN1362'FIELD, AND 2 FEET SW OF A 4- BY 4-INCH WOODEN WITNESS POST.
 AN1362'
 AN1362'STATION MARK IS A BRONZE STATION DISK, STAMPED MAIL 1934,
 AN1362'SET IN CONCRETE PROJECTING 2 INCHES ABOVE THE SURFACE.
 AN1362'
 AN1362'R.M. 1 IS 22 FEET S OF THE CENTER LINE OF THE ROAD, ON THE
 AN1362'EDGE OF A CULTIVATED FIELD.  IT IS A BRONZE REFERENCE DISK,
 AN1362'STAMPED MAIL NO 2 1934, SET IN CONCRETE.  MONUMENT IS FLUSH
 AN1362'WITH GROUND.
 AN1362'
 AN1362'TO REACH THE STATION FROM THE POST OFFICE IN ARANSAS PASS, GO
 AN1362'N ON STATE HIGHWAY 35 FOR 4.5 MILES TO A T-ROAD W, TURN W
 AN1362'(LEFT) ON DIRT ROAD (AT 9.2 MILES CROSS PUERTO BAY) AND GO 10.2
 AN1362'MILES TO A CROSS ROAD.  ROAD TO S IS BLOCKED.  TURN N (RIGHT)
 AN1362'AND GO 1.0 MILE, TURN W (LEFT) AND GO 0.4 MILE TO STATION
 AN1362'ON RIGHT.
 AN1362
 AN1362                          STATION RECOVERY (1950)
 AN1362
 AN1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HWS)
 AN1362'STATION LOCATED IN GOOD CONDITION AS DESCRIBED.
 AN1362
 AN1362                          STATION RECOVERY (1953)
 AN1362
 AN1362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AN1362'STATION RECOVERED IN GOOD CONDITION.  STAMPED MAIL 1934.
 AN1362'
 AN1362'TO REACH FROM JUNCTION OF TEXAS HWY 35 AND FARM ROAD 881 IN
 AN1362'ROCKPORT, GO W AND SW ALONG FARM ROAD 881 FOR 10.0 MILES
 AN1362'TO CROSS ROADS, WHICH IS ABOUT 1.0 MILES NW OF CAUSEWAY OVER
 AN1362'BAY, TURN RIGHT, NE FOR 1.1 MILES TO CROSS ROADS, TURN LEFT
 AN1362'NW FOR 0.3 MILES TO STATION.  STATION IS 1280 FEET NW OF
 AN1362'FENCE CROSSING ROAD, 700 FEET SE OF HOUSE, AND 33 FEET N OF
 AN1362'ROAD CENTER LINE.
 AN1362
 AN1362                          STATION RECOVERY (1961)
 AN1362
 AN1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 AN1362'STATION AND REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED
 AN1362'IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS 22 FEET SOUTHWEST
 AN1362'OF ROAD CENTERLINE.  REFERENCE MARK NO. 2 IS 28 FEET NORTHEAST
 AN1362'OF ROAD CENTERLINE.  DID NOT RECOVER THE AZIMUTH MARK.  DIRECTIONS
 AN1362'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN1362
 AN1362                          STATION RECOVERY (1970)
 AN1362
 AN1362'RECOVERY NOTE BY CHEVRON OIL COMPANY 1970 (RSC)
 AN1362'TRIANGULATION STATION MAIL 1934-GOOD CONDITION AS DESCRIBED
 AN1362'
 AN1362'R.M. 1-GOOD CONDITION AS DESCRIBED
 AN1362'
 AN1362'R.M. 2-GOOD CONDITION AS DESCRIBED
 AN1362'
 AN1362'WELL PRESERVED
 AN1362'
 AN1362'ELEV. = ABOUT GROUND LEVEL
 AN1362
 AN1362                          STATION RECOVERY (1980)
 AN1362
 AN1362'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MB)
 AN1362'SURFACE MARK REPORTED AS BEING DESTROYED, SUB-SURFACE MARK, IF ANY,
 AN1362'SUBJECT TO BEING COVERED AS INDICATED BELOW.
 AN1362'
 AN1362'STATION IN GOOD CONDITION, BUT WILL VERY LIKELY BE COVERED UP AND
 AN1362'DESTROYED WHEN LAND IS DEVELOPED BY LANDOWNER REYNOLDS.
 AN1362
 AN1362                          STATION RECOVERY (1981)
 AN1362
 AN1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AN1362'THE STATION AND ALL MARKS HAVE BEEN DESTROYED BY EXCAVATION.  THE AREA
 AN1362'IS NOW A WASTE MATERIAL DUMP FOR THE REYNOLDS CORPORATION.  THE SITE
 AN1362'IS SURROUNDED BY A 20 FOOT DIKE AND HAS BEEN EXCAVATED FROM 5 TO 10
 AN1362'FEET.
 AN1362
 AN1362                          STATION RECOVERY (1988)
 AN1362
 AN1362'RECOVERY NOTE BY US POWER SQUADRON 1988 (AMR)
 AN1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1363 ***********************************************************************
 AN1363  DESIGNATION -  MAIL RM 1
 AN1363  PID         -  AN1363
 AN1363  STATE/COUNTY-  TX/ARANSAS
 AN1363  USGS QUAD   -  BAYSIDE (1979)
 AN1363
 AN1363                         *CURRENT SURVEY CONTROL
 AN1363  ___________________________________________________________________
 AN1363* NAD 83(1986)-  28 01 10.     (N)    097 10 43.     (W)     SCALED    
 AN1363* NAVD 88     -         3.12   (+/-2cm)      10.2    (feet)  VERTCON   
 AN1363  ___________________________________________________________________
 AN1363  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN1363
 AN1363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1363
 AN1363.The horizontal coordinates were scaled from a topographic map and have
 AN1363.an estimated accuracy of +/- 6 seconds.
 AN1363
 AN1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1363.The vertical order pertains to the NGVD 29 superseded value.
 AN1363
 AN1363.The geoid height was determined by GEOID03.
 AN1363
 AN1363;                    North         East    Units  Estimated Accuracy
 AN1363;SPC TXSC     - 4,022,020.      779,140.      MT  (+/- 180 meters Scaled)
 AN1363
 AN1363                          SUPERSEDED SURVEY CONTROL
 AN1363
 AN1363  NGVD 29 (??/??/92)    3.26   (m)           10.7    (f) COMPUTED    2 0
 AN1363
 AN1363.Superseded values are not recommended for survey control.
 AN1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1363.See file dsdata.txt to determine how the superseded data were derived.
 AN1363
 AN1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS790006(NAD 83)
 AN1363_MARKER: DR = REFERENCE MARK DISK
 AN1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1363_STAMPING: MAIL NO 1 1934
 AN1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1363+STABILITY: SURFACE MOTION
 AN1363
 AN1363  HISTORY     - Date     Condition        Report By
 AN1363  HISTORY     - 1934     MONUMENTED       CGS
 AN1363  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1363
 AN1363                          STATION DESCRIPTION
 AN1363
 AN1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN1363'8.5 MI NE FROM GREGORY.
 AN1363'58.3 FEET SOUTH-SOUTHWEST OF TRIANULATION STATION MAIL, DESCRIBED
 AN1363'ABOVE, AND 26 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A
 AN1363'STANDARD REFERENCE-MARK DISK, STAMPED MAIL NO 1 1934 AND SET IN THE
 AN1363'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AN1363
 AN1363                          STATION RECOVERY (1988)
 AN1363
 AN1363'RECOVERY NOTE BY US POWER SQUADRON 1988 (AMR)
 AN1363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1364 ***********************************************************************
 AN1364  DESIGNATION -  MAIL RM 2
 AN1364  PID         -  AN1364
 AN1364  STATE/COUNTY-  TX/ARANSAS
 AN1364  USGS QUAD   -  BAYSIDE (1979)
 AN1364
 AN1364                         *CURRENT SURVEY CONTROL
 AN1364  ___________________________________________________________________
 AN1364* NAD 83(1986)-  28 01 12.     (N)    097 10 40.     (W)     SCALED    
 AN1364* NAVD 88     -         3.08   (+/-2cm)      10.1    (feet)  VERTCON   
 AN1364  ___________________________________________________________________
 AN1364  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN1364
 AN1364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1364
 AN1364.The horizontal coordinates were scaled from a topographic map and have
 AN1364.an estimated accuracy of +/- 6 seconds.
 AN1364
 AN1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1364.The vertical order pertains to the NGVD 29 superseded value.
 AN1364
 AN1364.The geoid height was determined by GEOID03.
 AN1364
 AN1364;                    North         East    Units  Estimated Accuracy
 AN1364;SPC TXSC     - 4,022,090.      779,220.      MT  (+/- 180 meters Scaled)
 AN1364
 AN1364                          SUPERSEDED SURVEY CONTROL
 AN1364
 AN1364  NGVD 29 (??/??/92)    3.22   (m)           10.6    (f) COMPUTED    2 0
 AN1364
 AN1364.Superseded values are not recommended for survey control.
 AN1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1364.See file dsdata.txt to determine how the superseded data were derived.
 AN1364
 AN1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS791007(NAD 83)
 AN1364_MARKER: DR = REFERENCE MARK DISK
 AN1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1364_STAMPING: MAIL NO 2 1934
 AN1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1364+STABILITY: SURFACE MOTION
 AN1364
 AN1364  HISTORY     - Date     Condition        Report By
 AN1364  HISTORY     - 1934     MONUMENTED       CGS
 AN1364  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1364
 AN1364                          STATION DESCRIPTION
 AN1364
 AN1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN1364'8.5 MI NE FROM GREGORY.
 AN1364'107.7 FEET EAST-SOUTHEAST OF TRIANGULATION STATION MAIL, DESCRIBED
 AN1364'ABOVE, 24 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH
 AN1364'THE ROAD.  A STANDARD DISK, STAMPED MAIL NO 2 1934 AND SET IN THE TOP
 AN1364'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AN1364
 AN1364                          STATION RECOVERY (1988)
 AN1364
 AN1364'RECOVERY NOTE BY US POWER SQUADRON 1988 (AMR)
 AN1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6614 ***********************************************************************
 AW6614  DESIGNATION -  MAIN
 AW6614  PID         -  AW6614
 AW6614  STATE/COUNTY-  TX/HARRIS
 AW6614  USGS QUAD   -  BELLAIRE (1995)
 AW6614
 AW6614                         *CURRENT SURVEY CONTROL
 AW6614  ___________________________________________________________________
 AW6614* NAD 83(1993)-  29 39 26.60107(N)    095 26 30.18170(W)     ADJUSTED  
 AW6614* NAVD 88     -        24.4    (meters)      80.     (feet)  VERTCON   
 AW6614  ___________________________________________________________________
 AW6614  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW6614  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6614
 AW6614  HORZ ORDER  -  FIRST
 AW6614
 AW6614.The horizontal coordinates were established by classical geodetic methods
 AW6614.and adjusted by the National Geodetic Survey in February 1996..
 AW6614
 AW6614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6614
 AW6614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6614
 AW6614.The geoid height was determined by GEOID03.
 AW6614
 AW6614;                    North         East     Units Scale Factor Converg.
 AW6614;SPC TXSC     - 4,207,394.216   944,403.842   MT  0.99987902   +1 44 35.7
 AW6614;SPC TXSC     -13,803,759.19  3,098,431.60   sFT  0.99987902   +1 44 35.7
 AW6614;UTM  15      - 3,283,315.080   263,660.536   MT  1.00028924   -1 12 31.5
 AW6614
 AW6614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6614!SPC TXSC     -   1.00000045  x   0.99987902  =   0.99987947
 AW6614!UTM  15      -   1.00000045  x   1.00028924  =   1.00028969
 AW6614
 AW6614|---------------------------------------------------------------------|
 AW6614| PID    Reference Object                     Distance      Geod. Az  |
 AW6614|                                                           dddmmss.s |
 AW6614| CV6543 MAIN RM 1                            10.376 METERS 00217     |
 AW6614| CV6542 MAIN AZ MK                                         0111452.5 |
 AW6614| CV6544 MAIN RM 2                             4.152 METERS 19517     |
 AW6614|---------------------------------------------------------------------|
 AW6614
 AW6614                          SUPERSEDED SURVEY CONTROL
 AW6614
 AW6614  NAD 83(1986)-  29 39 26.61509(N)    095 26 30.16276(W) AD(       ) 1
 AW6614  NAD 27      -  29 39 25.78049(N)    095 26 29.37603(W) AD(       ) 1
 AW6614  NGVD 29 (07/19/86)   24.4    (m)           80.     (f) VERT ANG       
 AW6614
 AW6614.Superseded values are not recommended for survey control.
 AW6614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6614.See file dsdata.txt to determine how the superseded data were derived.
 AW6614
 AW6614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6366183315(NAD 83)
 AW6614_MARKER: DS = TRIANGULATION STATION DISK
 AW6614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6614
 AW6614  HISTORY     - Date     Condition        Report By
 AW6614  HISTORY     - 1968     MONUMENTED       CGS
 AW6614  HISTORY     - 1983     GOOD             LOCSUR
 AW6614  HISTORY     - 1987     GOOD             USPSQD
 AW6614  HISTORY     - 19931123 GOOD             USPSQD
 AW6614
 AW6614                          STATION DESCRIPTION
 AW6614
 AW6614'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6614'THE STATION IS LOCATED ON THE EAST BANK OF THE SOUTH BOUND LANES
 AW6614'OF SOUTH MAIN STREET (U.S. 90A), JUST NORTH OF THE NORTHEAST
 AW6614'ABUTMENT OF THE OVERPASS.  IT IS ABOUT 2-3/4 MILES SOUTHWEST OF THE
 AW6614'HARRIS COUNTY DOMED STADIUM, 1-1/2 MILES SOUTH OF INTERSTATE 610
 AW6614'(SOUTH LOOP) AND IN SOUTH HOUSTON.
 AW6614'
 AW6614'TO REACH THE STATION FORM TH E I 610 (SOUTH LOOP) OVERCROSSING
 AW6614'OVER SOUTH MAIN STREET, GO SOUTH WEST ON SOUTH MAIN STREET MAIN
 AW6614'STREET (U.S. 90A) FOR 0.95 MILE TO A CROSSROAD (WILLOWBEND ROAD).
 AW6614'CONTINUE SOUTHWEST ON SOUTH MAIN STREET FOR 0.2 MILE TO THE EXIT
 AW6614'ROAD OF THE SOUTH MAIN DRIVE IN THEATRE ON THE RIGHT.  (TURN
 AW6614'RIGHT AND DRIVE WEST ON THE EXIT ROAD FOR ABOUT 200 FEET TO THE
 AW6614'END OF A CHAIN LINK FENCE AND THE AZIMUTH MARK ON THE LEFT JUST
 AW6614'SOUTHEAST OF THE WEST END OF THE FENCE.) CONTINUE SOUTHWEST
 AW6614'AND SOUTH ON SOUTH MAIN STREET FROM THE DRIVE IN EXIT ROAD FOR
 AW6614'0.4 MILE TO THE NORTH END OF THE OVERCROSSING AND THE STATION ON
 AW6614'THE LEFT SIDE OF THE ROAD.
 AW6614'
 AW6614'THE STATION MARK IS A STANDARD DISK STAMPED MAIN 1968, SET IN THE
 AW6614'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6614'THE GROUND SURFACE.  IT IS 25 FEET SOUTH OF METAL LIGHT STANDARD
 AW6614'NUMBER 2171, 4.3 FEET NORTHEAST OF THE NORTH END OF THE NORTHEAST
 AW6614'ABUTMENT OF THE OVERCROSSING AND 3.6 FEET EAST OF THE EAST GUARD
 AW6614'RAIL ALONG THE SOUTH BOUND LANES OF SOUTH MAIN STREET.
 AW6614'
 AW6614'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MAIN NO 1 1968, SET
 AW6614'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6614'FLUSH WITH THE GROUND SURFACE.  IT IS 9.3 FEET NORTH OF LIGHT
 AW6614'STANDARD NUMBER 2171 AND 3.5 FEET EAST OF THE EAST GUARD RAIL
 AW6614'ALONG THE SOUTH BOUND LANES OF SOUTH MAIN STREET.  THE MARK IS
 AW6614'ABOUT 2 FEET LOWER THAN THE STATION MARK.
 AW6614'
 AW6614'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAIN NO 2 1968, CEMENTED
 AW6614'IN THE TOP OF AND NEAR THE SOUTH END OF THE NORTHEAST CONCRETE
 AW6614'ABUTMENT OF THE OVERCROSSING.  IT IS 38.2 FEET SOUTH OF LIGHT
 AW6614'STANDARD NUMBER 2171, 2.9 FEET HIGHER THAN THE ROADWAY SURFACE,
 AW6614'ABOUT 3-1/2 FEET HIGHER THAN THE STATION MARK AND 0.6K FEET NORTH
 AW6614'OF THE SOUTH END OF THE CONCRETE ABUTMENT.
 AW6614'
 AW6614'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAIN 1968, SET IN
 AW6614'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6614'WITH THE GROUND SURFACE.  IT IS 123 FEET NORHTWEST OF THE NORTH
 AW6614'RAIL OF THE RAILROAD TRACKS, 49.7 FEET SOUTH-SOUTHEAST OF A DOOR
 AW6614'LEADING INTO THE SCREEN AREA OF THE THEATRE, 16.4 FEET
 AW6614'EAST-SOUTHEAST OF A LIGHT POLE AND 1.3 FEET SOUTHEAST OF THE
 AW6614'WEST CORNER POST OF THE CHAIN LINK FENCE.
 AW6614
 AW6614                          STATION RECOVERY (1983)
 AW6614
 AW6614'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AW6614'STATION FOUND IN GOOD CONDITION.
 AW6614'
 AW6614'TOP OF ASTRODOME VISIBLE FROM THIS STATION.
 AW6614
 AW6614                          STATION RECOVERY (1987)
 AW6614
 AW6614'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6614'RECOVERED IN GOOD CONDITION.
 AW6614
 AW6614                          STATION RECOVERY (1993)
 AW6614
 AW6614'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1917 ***********************************************************************
 FL1917  DESIGNATION -  MAJOR
 FL1917  PID         -  FL1917
 FL1917  STATE/COUNTY-  TX/HEMPHILL
 FL1917  USGS QUAD   -  MENDOTA (1967)
 FL1917
 FL1917                         *CURRENT SURVEY CONTROL
 FL1917  ___________________________________________________________________
 FL1917* NAD 83(1993)-  35 49 13.31419(N)    100 23 51.94338(W)     ADJUSTED  
 FL1917* NAVD 88     -       867.     (meters)    2844.     (feet)  SCALED    
 FL1917  ___________________________________________________________________
 FL1917  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 FL1917  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FL1917
 FL1917  HORZ ORDER  -  THIRD
 FL1917
 FL1917.The horizontal coordinates were established by classical geodetic methods
 FL1917.and adjusted by the National Geodetic Survey in February 1996..
 FL1917
 FL1917.The orthometric height was scaled from a topographic map.
 FL1917
 FL1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1917
 FL1917.The geoid height was determined by GEOID03.
 FL1917
 FL1917;                    North         East     Units Scale Factor Converg.
 FL1917;SPC TX N     - 1,202,502.906   299,598.243   MT  0.99993548   +0 38 19.6
 FL1917;SPC TX N     - 3,945,211.62    982,931.90   sFT  0.99993548   +0 38 19.6
 FL1917;UTM  14      - 3,964,926.090   373,733.971   MT  0.99979646   -0 49 05.3
 FL1917
 FL1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1917!SPC TX N     -   0.99986826  x   0.99993548  =   0.99980375
 FL1917!UTM  14      -   0.99986826  x   0.99979646  =   0.99966475
 FL1917
 FL1917|---------------------------------------------------------------------|
 FL1917| PID    Reference Object                     Distance      Geod. Az  |
 FL1917|                                                           dddmmss.s |
 FL1917| CK9352 MAJOR RM 1                           13.547 METERS 00252     |
 FL1917| CK9350 MAJOR AZ MK                                        1820201.8 |
 FL1917| CK9353 MAJOR RM 2                           16.047 METERS 18403     |
 FL1917| FL0019 Z 138 RESET                                        1865823.6 |
 FL1917|---------------------------------------------------------------------|
 FL1917
 FL1917                          SUPERSEDED SURVEY CONTROL
 FL1917
 FL1917  NAD 83(1993)-  35 49 13.31489(N)    100 23 51.94342(W) AD(       ) 3
 FL1917  NAD 83(1986)-  35 49 13.32010(N)    100 23 51.93089(W) AD(       ) 3
 FL1917  NAD 27      -  35 49 13.16300(N)    100 23 50.46600(W) AD(       ) 3
 FL1917
 FL1917.Superseded values are not recommended for survey control.
 FL1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1917.See file dsdata.txt to determine how the superseded data were derived.
 FL1917
 FL1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7373464926(NAD 83)
 FL1917_MARKER: DS = TRIANGULATION STATION DISK
 FL1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1917
 FL1917  HISTORY     - Date     Condition        Report By
 FL1917  HISTORY     - 1951     MONUMENTED       CGS
 FL1917  HISTORY     - 1957     GOOD             CGS
 FL1917  HISTORY     - 1971     GOOD             NGS
 FL1917
 FL1917                          STATION DESCRIPTION
 FL1917
 FL1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (MJT)
 FL1917'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF CANADIAN, 0.65
 FL1917'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAYS 60 AND 83 AND STATE
 FL1917'ROUTE 170, 44 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 60, 6
 FL1917'FEET SOUTH OF A WITNESS POST, 2-1/2 FEET EAST OF A FENCE LINE,
 FL1917'AND ON THE HIGHWAY RIGHT-OF-WAY.
 FL1917'
 FL1917'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN
 FL1917'INTERSECTION IN CANADIAN.  GO SOUTH ON U.S. HIGHWAY 60 FOR 7.0
 FL1917'MILES TO THE TOP OF A HILL AND THE STATION ON THE RIGHT AS
 FL1917'DESCRIBED.
 FL1917'
 FL1917'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO SOUTH ON U.S.
 FL1917'HIGHWAY 60 FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FL1917'
 FL1917'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1917'POSTS.
 FL1917'
 FL1917'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED MAJOR
 FL1917'1951.
 FL1917'
 FL1917'REFERENCE MARK NO. 1 IS 44 FEET WEST OF THE CENTERLINE OF U.S.
 FL1917'HIGHWAY 60 AND 2 FEET EAST OF A FENCE LINE.  THE MARK PROJECTS
 FL1917'5 INCHES, AND THE DISK IS STAMPED MAJOR NO 1 1951.
 FL1917'
 FL1917'REFERENCE MARK NO. 2 IS 45 FEET WEST OF THE CENTERLINE OF U.S.
 FL1917'HIGHWAY 60 AND 2 FEET EAST OF A FENCE LINE.  THE MARK PROJECTS 4
 FL1917'INCHES, AND THE DISK IS STAMPED MAJOR NO 2 1951.
 FL1917'
 FL1917'THE AZIMUTH MARK IS 60 FEET SOUTH OF A POWERLINE POLE, 46
 FL1917'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 60, 3 FEET NORTH
 FL1917'OF A WITNESS POST, AND ON THE HIGHWAY RIGHT-OF-WAY.  THE MARK
 FL1917'PROJECTS 3 INCHES, AND THE DISK IS STAMPED MAJOR 1951.
 FL1917
 FL1917                          STATION RECOVERY (1957)
 FL1917
 FL1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 FL1917'THIS STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED IN
 FL1917'GOOD CONDITION AS DESCRIBED.  DUE TO NEW HIGHWAY CONSTRUCTION,
 FL1917'THE AZIMUTH MARK WAS REMOVED AFTER A NEW AZIMUTH MARK WAS
 FL1917'ESTABLISHED IN THE VICINITY.
 FL1917'
 FL1917'A DESCRIPTION FOR THE AZIMUTH MARK IS AS FOLLOWS.
 FL1917'
 FL1917'A STANDARD AZIMUTH DISK STAMPED MAJOR 1951 1957 IN A CONCRETE
 FL1917'POST PROJECTING ABOUT 4 INCHES, 18 YARDS WEST OF THE WEST
 FL1917'RIGHT-OF-WAY FENCE OF HIGHWAY NO. 60, 2 FEET SOUTHEAST OF THE
 FL1917'EAST GATE POST IN A FENCE LINE LEADING WEST FROM THE HIGHWAY
 FL1917'AND 1 FOOT SOUTH OF THE FENCE.  IT IS AT THE TOP OF A DIVIDE
 FL1917'ABOUT 0.35 MILE SOUTH OF THE STATION.
 FL1917
 FL1917                          STATION RECOVERY (1971)
 FL1917
 FL1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FL1917'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 FL1917'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 FL1917'WERE VERIFIED.  THE AZIMUTH MARK THAT WAS ESTABLISHED IN 1957
 FL1917'WILL BE DESTROYED BY ROAD CONSTRUCTION IN THE NEAR FUTURE.  A NEW
 FL1917'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 FL1917'
 FL1917'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 FL1917'
 FL1917'THE STATION IS LOCATED 6-1/2 MILES SOUTH OF CANADIAN, 1/2 MILE
 FL1917'NORTH OF THE INTERSECTION OF U.S. HWYS. 83, 60 AND STATE ROUTE
 FL1917'33, ON THE WEST RIGHT-OF-WAY OF HIGHWAY AND AT A HISTORICAL MARKER.
 FL1917'IT IS 52 FEET SOUTH OF A FENCE-CORNER AND THE EAST END OF GATE,
 FL1917'47 FEET WEST OF THE CENTER-LINE OF THE SOUTH BOUND TRAFFIC LANE
 FL1917'OF U.S. HWYS. 60 AND 83, 44 FEET NORTH-NORTHWEST OF HISTORICAL
 FL1917'MARKER, 2 FEET EAST OF FENCE-LINE AND 1.8 FEET EAST OF A METAL
 FL1917'WITNESS POST.  A STANDARD DISK SET IN A SQUARE CONCRETE POST
 FL1917'THAT IS FLUSH WITH THE GROUND AND IS STAMPED MAJOR 1951.
 FL1917'
 FL1917'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 FL1917'OF U.S. HWYS. 60, 83 AND MAIN STREET IN CANADIAN, GO SOUTH ON
 FL1917'U.S. HWYS. 60 AND 83 FOR 6.8 MILES TO STATION ON THE RIGHT AND
 FL1917'HISTORICAL MARKER ON THE RIGHT.
 FL1917'
 FL1917'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A SQUARE
 FL1917'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 FL1917'MAJOR NO 1 1951.  IT IS 48 FEET WEST OF THE CENTER-LINE OF
 FL1917'THE SOUTH BOUND TRAFFIC LANE OF U.S. HWYS. 60 AND 83, 87 FEET
 FL1917'NORTH OF A HISTORICAL MARKER, 2.4 FEET EAST OF A FENCE-LINE
 FL1917'AND 1 FOOT SOUTH OF FENCE-CORNER.
 FL1917'
 FL1917'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A SQUARE CONCRETE
 FL1917'POST THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MAJOR
 FL1917'NO 2 1951.  IT IS 48 FEET WEST OF THE CENTER-LINE OF THE SOUTH
 FL1917'BOUND TRAFFIC LANE OF U.S. HWYS. 60 AND 83, 11 FEET NORTHWEST
 FL1917'OF HISTORICAL MARKER, 3 FEET NORTH OF A LITTER-BARREL AND 1.5
 FL1917'FEET EAST OF FENCE-LINE.
 FL1917'
 FL1917'AZIMUTH MARK (BENCH MARK Z 138 RESET 1971) IS A STANDARD BENCH
 FL1917'MARK DISK, SET IN A SQUARE CONCRETE POST THAT PROJECTS 4-INCHES
 FL1917'AND IS STAMPED Z 138 RESET 1971.  IT IS 172 FEET WEST OF THE
 FL1917'PRESENT CENTERLINE OF U.S. HWYS. 60 AND 83, 110 FEET WEST OF
 FL1917'A T-FENCE-CORNER AND GATE, 115 FEET SOUTHEAST OF A HI-LINE
 FL1917'POLE, 28 FEET WEST OF THE WEST END OF GATE, 1.8 FEET NORTHEAST
 FL1917'OF METAL WITNESS POST AND 1 FOOT NORTH OF FENCE
 FL1917'
 FL1917'TO REACH FROM THE STATION, GO SOUTH ON U.S. HWYS. 60 AND 83 FOR
 FL1917'0.35 MILE TO MARK ON THE RIGHT.
 FL1917'
 FL1917'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CANADIAN,
 FL1917'6-1/2 MILES SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0088 ***********************************************************************
 DN0088  DESIGNATION -  MAJORS
 DN0088  PID         -  DN0088
 DN0088  STATE/COUNTY-  TX/HUNT
 DN0088  USGS QUAD   -  GREENVILLE SE (1962)
 DN0088
 DN0088                         *CURRENT SURVEY CONTROL
 DN0088  ___________________________________________________________________
 DN0088* NAD 83(1993)-  33 04 06.89839(N)    096 04 12.80350(W)     ADJUSTED  
 DN0088* NAVD 88     -       162.160  (meters)     532.02   (feet)  ADJUSTED  
 DN0088  ___________________________________________________________________
 DN0088  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 DN0088  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0088  DYNAMIC HT  -         161.983 (meters)     531.44  (feet)  COMP
 DN0088  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 DN0088
 DN0088  HORZ ORDER  -  SECOND
 DN0088  VERT ORDER  -  FIRST     CLASS II
 DN0088
 DN0088.This mark is at Majors (GVT) Airport (GVT)
 DN0088
 DN0088.The horizontal coordinates were established by classical geodetic methods
 DN0088.and adjusted by the National Geodetic Survey in February 1996..
 DN0088
 DN0088.The orthometric height was determined by differential leveling
 DN0088.and adjusted by the National Geodetic Survey in June 1991..
 DN0088
 DN0088.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0088
 DN0088.The geoid height was determined by GEOID03.
 DN0088
 DN0088.The dynamic height is computed by dividing the NAVD 88
 DN0088.geopotential number by the normal gravity value computed on the
 DN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0088.degrees latitude (g = 980.6199 gals.).
 DN0088
 DN0088.The modeled gravity was interpolated from observed gravity values.
 DN0088
 DN0088;                    North         East     Units Scale Factor Converg.
 DN0088;SPC TXNC     - 2,158,081.578   826,845.495   MT  0.99987267   +1 19 30.7
 DN0088;SPC TXNC     - 7,080,305.98  2,712,742.26   sFT  0.99987267   +1 19 30.7
 DN0088;UTM  14      - 3,662,707.913   773,524.191   MT  1.00052256   +1 35 58.6
 DN0088;UTM  15      - 3,663,083.012   213,358.726   MT  1.00061319   -1 40 35.0
 DN0088
 DN0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0088!SPC TXNC     -   0.99997855  x   0.99987267  =   0.99985122
 DN0088!UTM  14      -   0.99997855  x   1.00052256  =   1.00050110
 DN0088!UTM  15      -   0.99997855  x   1.00061319  =   1.00059173
 DN0088
 DN0088|---------------------------------------------------------------------|
 DN0088| PID    Reference Object                     Distance      Geod. Az  |
 DN0088|                                                           dddmmss.s |
 DN0088| DN0089 MAJORS RM 1                          27.420 METERS 07507     |
 DN0088| DN0090 MAJORS RM 2                          34.068 METERS 12958     |
 DN0088| DN0091 MAJORS AZ MK                                       1775750.6 |
 DN0088| DN1105 MAJORS FIELD BEACON                 APPROX. 0.6 KM 1804855.6 |
 DN0088| CY1555 MAJORS 2 AZ MK                                     2625945.4 |
 DN0088| DN0160 MAJORS 2                            172.118 METERS 26300     |
 DN0088| DN1107 MAJORS FIELD STANDPIPE              255.119 METERS 27316     |
 DN0088|---------------------------------------------------------------------|
 DN0088
 DN0088                          SUPERSEDED SURVEY CONTROL
 DN0088
 DN0088  NAD 83(1993)-  33 04 06.90039(N)    096 04 12.79985(W) AD(       ) 2
 DN0088  NAD 83(1986)-  33 04 06.90513(N)    096 04 12.79087(W) AD(       ) 2
 DN0088  NAD 27      -  33 04 06.48400(N)    096 04 11.88900(W) AD(       ) 2
 DN0088  NGVD 29 (??/??/92)  162.149  (m)          531.98   (f) ADJ UNCH    1 2
 DN0088
 DN0088.Superseded values are not recommended for survey control.
 DN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0088.See file dsdata.txt to determine how the superseded data were derived.
 DN0088
 DN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7352462708(NAD 83)
 DN0088_MARKER: DS = TRIANGULATION STATION DISK
 DN0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0088_STAMPING: MAJORS 1949
 DN0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0088+STABILITY: SURFACE MOTION
 DN0088
 DN0088  HISTORY     - Date     Condition        Report By
 DN0088  HISTORY     - 1949     MONUMENTED       CGS
 DN0088  HISTORY     - 1957     GOOD             CGS
 DN0088  HISTORY     - 1959     GOOD             NGS
 DN0088  HISTORY     - 1963     GOOD             CGS
 DN0088  HISTORY     - 1969     MARK NOT FOUND   CGS
 DN0088  HISTORY     - 1969     SEE DESCRIPTION  CGS
 DN0088
 DN0088                          STATION DESCRIPTION
 DN0088
 DN0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 DN0088'STATION IS LOCATED ABOUT 5 MILES SOUTH SOUTHEAST OF GREENVILLE
 DN0088'ON MAJORS FIELD.  STATION IS 55 FEET WEST OF THE WEST EDGE
 DN0088'OF A LARGE CONCRETE APRON OF AIRFIELD AND 24 FEET NORTHEAST
 DN0088'OF NORTHEAST CORNER OF CONCRETE TRANSFORMER SHELTER.  THE
 DN0088'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MAJORS
 DN0088'1949.
 DN0088'
 DN0088'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE WEST EDGE OF APRON.
 DN0088'THE DISK IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE APRON
 DN0088'AND IS STAMPED MAJORS NO 1 1949.
 DN0088'
 DN0088'REFERENCE MARK NO. 2 IS 33 FEET EAST OF THE WEST EDGE OF APRON.
 DN0088'THE DISK IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE APRON
 DN0088'AND IS STAMPED MAJORS NO 2 1949.
 DN0088'
 DN0088'AZIMUTH MARK IS 103 FEET EAST OF MAJORS FIELD BEACON AND 45
 DN0088'FEET EAST OF THE WEST EDGE OF APRON.  THE DISK IS SET FLUSH
 DN0088'IN A DRILL HOLE IN THE CONCRETE APRON AND IS STAMPED MAJORS 1949.
 DN0088'
 DN0088'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE ROUTE
 DN0088'34 IN THE SOUTH PART OF GREENVILLE GO WEST ON STATE ROUTE 34
 DN0088'FOR 0.1 MILE TO STOP LIGHT.  TURN LEFT AND GO SOUTH ON STATE
 DN0088'ROUTE 34 FOR 4.0 MILES TO SIDE ROAD LEFT AND ROAD SIGN MAJORS
 DN0088'FIELD.  TURN LEFT AND GO EAST FOR 2.0 MILES TO T ROAD.  BEAR
 DN0088'RIGHT AROUND CHAPEL AND THEN CONTINUE EAST FOR 0.4 MILE TO
 DN0088'APRON OF AIRFIELD.  TURN LEFT AND GO NORTH FOR ABOUT 150
 DN0088'FEET TO STATION AS DESCRIBED.  TO REACH AZIMUTH FROM STATION
 DN0088'GO SOUTH ON APRON FOR 0.4 MILE TO AZIMUTH MARK SET IN APRON
 DN0088'AS DESCRIBED.
 DN0088'
 DN0088'A 100 FT. SIGNAL AT STATION NIXON IS VISIBLE FROM THE GROUND.
 DN0088'
 DN0088'A 74 FT. SIGNAL AT STATION SABINE IS VISIBLE AT 20 FEET.
 DN0088'
 DN0088'A 74 FT. SIGNAL AT STATION BETHEL IS VISIBLE AT 20 FEET.
 DN0088'
 DN0088'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 DN0088
 DN0088                          STATION RECOVERY (1957)
 DN0088
 DN0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN0088'STATION AND AZIMUTH MARK RECOVERED AND IN GOOD CONDITION.
 DN0088'DID NOT RECOVER REFERENCE MARKS AS THEIR LOCATION IS NOW A
 DN0088'RESTRICTED AREA.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 DN0088'ARE CORRECT.
 DN0088
 DN0088                          STATION RECOVERY (1959)
 DN0088
 DN0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DN0088'6.15 MI SE FROM GREENVILLE.
 DN0088'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0088'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 DN0088'U. S. HIGHWAY 69 TO A CEMETERY, THENCE ABOUT 3.15 MILES
 DN0088'SOUTH-SOUTHEAST ALONG A PAVED ROAD, THENCE ABOUT 0.1 MILE EAST ALONG A
 DN0088'PAVED ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG A PAVED ROAD, THENCE
 DN0088'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD TO THE CONTROL TOWER AT THE
 DN0088'TEMCO AIRCRAFT CORPORATION, 55 FEET WEST OF THE WEST EDGE OF A
 DN0088'CONCRETE APRON, 26 1/2 FEET EAST OF THE SOUTHEAST LEG OF A CONTROL
 DN0088'TOWER, 90 FEET WEST-SOUTHWEST OF MAJORS R.M. 1, 111.9 NORTHWEST OF
 DN0088'MAJORS R.M. 2, 34.5 FEET SOUTHEAST OF BENCH MARK B 902, 5 1/2 FEET
 DN0088'SOUTH OF A CONCRETE SIDEWALK, AND IN THE TOP OF A CONCRETE POST
 DN0088'PROJECTING 3 INCHES.  NOTE-- THE AIRFIELD AT TEMCO AIRCRAFT
 DN0088'CORPORATION WAS FORMERLY MAJORS FIELD.
 DN0088
 DN0088                          STATION RECOVERY (1963)
 DN0088
 DN0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 DN0088'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 DN0088'MARK WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE
 DN0088'1949 DESCRIPTION.
 DN0088
 DN0088                          STATION RECOVERY (1969)
 DN0088
 DN0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (BMR)
 DN0088'NOT RECOVERED.  THE AREA IN WHICH THE STATION AND REFERENCE
 DN0088'MARK 1 WAS LOCATED HAS BEEN RESURFACED AND THE MARKS WERE
 DN0088'DESTROYED DURING THE CONSTRUCTION.  THE SITE OF REFERENCE MARK
 DN0088'2 WAS RECOVERED, BUT ONLY THE IMPRINT OF THE DISK AND THE
 DN0088'STEM WERE FOUND.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 DN0088'
 DN0088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SSE
 DN0088'OF GREENVILLE
 DN0088
 DN0088                          STATION RECOVERY (1969)
 DN0088
 DN0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN0088'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DN0088'A REQUEST WAS MADE BY THE LTV ELECTRO SYSTEM INC. TO MOVE
 DN0088'THE STATION TO MAKE WAY FOR THE CONSTRUCTION OF A NEW HANGER.
 DN0088'MAJORS 2, R.M. NO. 3, BM B 902 RESET 1969 (R.M. 4) AND A NEW
 DN0088'AZIMUTH MARK WAS ESTABLISHED.  MAJORS 1949, R.M. NO. 1 AND
 DN0088'R.M. NO. 2 WERE DESTROYED.
 DN0088'
 DN0088'FOR DETAILED DESCRIPTION SEE DESCRIPTION FOR MAJORS 2.
 DN0088'
 DN0088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. SE
 DN0088'OF GREENVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0160 ***********************************************************************
 DN0160  DESIGNATION -  MAJORS 2
 DN0160  PID         -  DN0160
 DN0160  STATE/COUNTY-  TX/HUNT
 DN0160  USGS QUAD   -  GREENVILLE SE (1962)
 DN0160
 DN0160                         *CURRENT SURVEY CONTROL
 DN0160  ___________________________________________________________________
 DN0160* NAD 83(1993)-  33 04 06.21710(N)    096 04 19.38942(W)     ADJUSTED  
 DN0160* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 DN0160  ___________________________________________________________________
 DN0160  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DN0160  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0160
 DN0160  HORZ ORDER  -  THIRD
 DN0160
 DN0160.This mark is at Majors (GVT) Airport (GVT)
 DN0160
 DN0160.The horizontal coordinates were established by classical geodetic methods
 DN0160.and adjusted by the National Geodetic Survey in February 1996..
 DN0160.No horizontal observational check was made to the station.
 DN0160
 DN0160.The orthometric height was scaled from a topographic map.
 DN0160
 DN0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0160
 DN0160.The geoid height was determined by GEOID03.
 DN0160
 DN0160;                    North         East     Units Scale Factor Converg.
 DN0160;SPC TXNC     - 2,158,056.649   826,675.215   MT  0.99987267   +1 19 27.1
 DN0160;SPC TXNC     - 7,080,224.19  2,712,183.60   sFT  0.99987267   +1 19 27.1
 DN0160;UTM  14      - 3,662,682.152   773,353.921   MT  1.00052142   +1 35 54.9
 DN0160;UTM  15      - 3,663,067.022   213,187.247   MT  1.00061440   -1 40 38.6
 DN0160
 DN0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0160!SPC TXNC     -   0.99997873  x   0.99987267  =   0.99985140
 DN0160!UTM  14      -   0.99997873  x   1.00052142  =   1.00050014
 DN0160!UTM  15      -   0.99997873  x   1.00061440  =   1.00059312
 DN0160
 DN0160|---------------------------------------------------------------------|
 DN0160| PID    Reference Object                     Distance      Geod. Az  |
 DN0160|                                                           dddmmss.s |
 DN0160| DN0088 MAJORS                              172.118 METERS 08300     |
 DN0160| DN0091 MAJORS AZ MK                                       1621437.2 |
 DN0160| DN1105 MAJORS FIELD BEACON                 APPROX. 0.6 KM 1645148.5 |
 DN0160| DN1110 B 902 RESET                          16.710 METERS 18025     |
 DN0160| CY1555 MAJORS 2 AZ MK                                     2625944.8 |
 DN0160| DN0161 MAJORS 2 RM 3                        21.635 METERS 35926     |
 DN0160|---------------------------------------------------------------------|
 DN0160
 DN0160                          SUPERSEDED SURVEY CONTROL
 DN0160
 DN0160  NAD 83(1993)-  33 04 06.21928(N)    096 04 19.38580(W) AD(       ) 3
 DN0160  NAD 83(1986)-  33 04 06.22388(N)    096 04 19.37677(W) AD(       ) 3
 DN0160  NAD 27      -  33 04 05.80160(N)    096 04 18.47442(W) AD(       ) 3
 DN0160
 DN0160.Superseded values are not recommended for survey control.
 DN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0160.See file dsdata.txt to determine how the superseded data were derived.
 DN0160
 DN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7335462682(NAD 83)
 DN0160_MARKER: DS = TRIANGULATION STATION DISK
 DN0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0160_STAMPING: MAJORS 2 1969
 DN0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0160+STABILITY: SURFACE MOTION
 DN0160
 DN0160  HISTORY     - Date     Condition        Report By
 DN0160  HISTORY     - 1969     MONUMENTED       CGS
 DN0160  HISTORY     - 1969     GOOD             CGS
 DN0160  HISTORY     - 1971     GOOD             BGAS
 DN0160  HISTORY     - 1978     GOOD             NGS
 DN0160  HISTORY     - 1981     GOOD             NGS
 DN0160
 DN0160                          STATION DESCRIPTION
 DN0160
 DN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN0160'STATION IS LOCATED AT MAJORS FIELD WHICH IS ABOUT 5 MILES
 DN0160'SOUTH-SOUTHEAST OF GREENVILLE.  STATION, A STANDARD DISK SET
 DN0160'IN THE TOP OF A ROUND CONCRETE POST AND STAMPED MAJORS 2 1969,
 DN0160'IS ABOUT 100 YARDS EAST OF A WATER TANK, ABOUT 100 YARDS WEST
 DN0160'OF THE NORTHWEST CORNER OF THE FIRE DEPARTMENT BUILDING,
 DN0160'66 FEET NORTHWEST OF A POWERLINE POLE, 54 FEET NORTH OF A
 DN0160'STEEL FENCE CORNER POST, 38 FEET WEST OF THE CENTERLINE OF
 DN0160'A SURFACED ROAD, 3 FEET EAST OF A CHAIN LINK FENCE AND 2-1/2
 DN0160'FEET EAST-SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 DN0160'4 INCHES.
 DN0160'
 DN0160'TO REACH FROM THE MAIN GUARD GATE AT MAJORS FIELD, GO EAST
 DN0160'0.05 MILE TO T INTERSECTION.  TURN RIGHT AND GO SOUTH FOR
 DN0160'0.3 MILE TO LEFT TURN IN ROAD AND MAINTENANCE GATE ON RIGHT
 DN0160'AND STATION ON RIGHT (WEST) SIDE OF ROAD AS DESCRIBED.
 DN0160'
 DN0160'TO REACH AZIMUTH MARK FROM STATION, GO WEST ON SURFACED ROAD
 DN0160'FOR 0.25 MILE TO RIGHT CURVE IN ROAD AND MARK ON LEFT AS
 DN0160'DESCRIBED.
 DN0160'
 DN0160'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 DN0160'ROUND CONCRETE POST AND STAMPED MAJORS 2 NO 3 1969, IS 39
 DN0160'FEET WEST OF THE CENTERLINE OF SURFACED ROAD AND 1 FOOT EAST
 DN0160'OF A CHAIN LINK FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 DN0160'
 DN0160'BM B 902 RESET 1969 (R.M. NO. 4), A STANDARD BENCH MARK DISK
 DN0160'SET IN THE TOP OF A ROUND CONCRETE POST AND STAMPED B 902 1945
 DN0160'RESET 1969 IS 37 FEET WEST OF THE CENTERLINE OF SURFACED
 DN0160'ROAD, 19 FEET NORTHWEST OF A POWERLINE POLE AND 3 FEET EAST
 DN0160'OF A STEEL FENCE CORNER POST.  THE MARK PROJECTS 4 INCHES.
 DN0160'
 DN0160'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 DN0160'POST AND STAMPED MAJORS 2 1969, IS 202 FEET SOUTHWEST OF THE
 DN0160'CENTERLINE OF THE CURVE IN SURFACED ROAD, 310 FEET SOUTH OF
 DN0160'A T INTERSECTION, 89 FEET SOUTH OF A CEDAR TREE AND FENCE
 DN0160'POST AND 1 FOOT EAST OF A WITNESS POST.  THE MARK IS FLUSH
 DN0160'WITH THE GROUND.
 DN0160'
 DN0160'AZIMUTH MARK 1949, A STANDARD DISK, SET FLUSH IN A DRILLHOLE
 DN0160'IN THE CONCRETE APRON, IS 103 FEET EAST OF THE MAJORS FIELD
 DN0160'BEACON AND 48-1/2 FEET EAST OF A NORTH-SOUTH CHAIN LINK FENCE.
 DN0160'
 DN0160'NOTE--AZIMUTH MARK 1949 WAS NOT OCCUPIED DUE TO PERMINENT
 DN0160'MAINTENANCE OBSTRUCTION ON LINE TO MAJORS 1949.  A 20 FOOT
 DN0160'TARGET WAS USED TO SEE AZIMUTH MARK 1949 FROM MAJORS 1949
 DN0160'AND MAJORS 2 1969.
 DN0160
 DN0160                          STATION RECOVERY (1969)
 DN0160
 DN0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DN0160'5 MI SE FROM GREENVILLE.
 DN0160'0.05 MILE EAST ALONG SURFACED ROAD FROM MAIN GUARD GATE AT MAJORS
 DN0160'FIELD TO T INTERSECTION, THENCE SOUTH ALONG SURFACED ROAD FOR 0.3 MILE
 DN0160'TO LEFT TURN IN ROAD AND MAINTENANCE GATE ON RIGHT AND MARK ON RIGHT
 DN0160'(WEST) SIDE OF ROAD, 100 YARDS EAST OF A WATER TANK, 100 YARDS WEST OF
 DN0160'THE NORTHWEST CORNER OF FIRE DEPARTMENT BUILDING, 66 FEET NORTHWEST OF
 DN0160'A POWERLINE POLE, 54 FEET NORTH OF A STEEL FENCE CORNER POST, 3 FEET
 DN0160'EAST OF A CHAIN LINK FENCE AND 2 1/2 FEET EAST-SOUTHEAST OF A WITNESS
 DN0160'POST.  THE MARK PROJECTS 4 INCHES.
 DN0160
 DN0160                          STATION RECOVERY (1971)
 DN0160
 DN0160'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1971 (ES)
 DN0160'MAJORS 2-STATION AND REF. IN GOOD CONDITION
 DN0160
 DN0160                          STATION RECOVERY (1978)
 DN0160
 DN0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 DN0160'THE STATION, REFERENCE MARK NO. 3, BM 902 RESET 1969 (R.M. NO. 4),
 DN0160'MAJORS 2 1969 AZIMUTH MARK AND MAJORS 1949 AZIMUTH MARK WERE
 DN0160'RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD 330962 STATION
 DN0160'1039-A.
 DN0160'
 DN0160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MAJORS
 DN0160'AIRPORT.
 DN0160
 DN0160                          STATION RECOVERY (1981)
 DN0160
 DN0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JVD)
 DN0160'THE STATION, R.M. NO. 3, BM B 902 1945 RESET 1969 (R.M. NO. 4),
 DN0160'AZIMUTH MARK 1949, AND AZIMUTH MARK 1969 WERE RECOVERED IN GOOD
 DN0160'CONDITION AS ORIGINALLY DESCRIBED.  THE STATION IS LOCATED ON THE
 DN0160'PORTION OF THE AIRPORT LEASED BY E SYSTEMS, INC., GREENVILLE
 DN0160'DIVISION.
 DN0160'
 DN0160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MAJORS AIRPORT,
 DN0160'GREENVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0161 ***********************************************************************
 DN0161  DESIGNATION -  MAJORS 2 RM 3
 DN0161  PID         -  DN0161
 DN0161  STATE/COUNTY-  TX/HUNT
 DN0161  USGS QUAD   -  GREENVILLE SE (1962)
 DN0161
 DN0161                         *CURRENT SURVEY CONTROL
 DN0161  ___________________________________________________________________
 DN0161* NAD 83(1986)-  33 04 17.     (N)    096 04 35.     (W)     SCALED    
 DN0161* NAVD 88     -       160.71   (meters)     527.3    (feet)  RESET     
 DN0161  ___________________________________________________________________
 DN0161  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0161
 DN0161  VERT ORDER  -  THIRD
 DN0161
 DN0161.The horizontal coordinates were scaled from a topographic map and have
 DN0161.an estimated accuracy of +/- 6 seconds.
 DN0161
 DN0161.The orthometric height was computed from unverified reset data.
 DN0161
 DN0161.The geoid height was determined by GEOID03.
 DN0161
 DN0161;                    North         East    Units  Estimated Accuracy
 DN0161;SPC TXNC     - 2,158,380.      826,260.      MT  (+/- 180 meters Scaled)
 DN0161
 DN0161                          SUPERSEDED SURVEY CONTROL
 DN0161
 DN0161.No superseded survey control is available for this station.
 DN0161
 DN0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB729630(NAD 83)
 DN0161_MARKER: DR = REFERENCE MARK DISK
 DN0161_SETTING: 0 = UNSPECIFIED SETTING
 DN0161_STAMPING: MAJORS 2 NO 3 1969
 DN0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0161
 DN0161  HISTORY     - Date     Condition        Report By
 DN0161  HISTORY     - 1969     MONUMENTED       CGS
 DN0161
 DN0161                          STATION DESCRIPTION
 DN0161
 DN0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DN0161'5 MI SE FROM GREENVILLE.
 DN0161'0.05 MILES EAST ALONG SURFACED ROAD FROM MAIN GUARD GATE AT MAJORS
 DN0161'FIELD TO T INTERSECTION, THENCE SOUTH ALONG SURFACED ROAD FOR 0.3 MILE
 DN0161'TO LEFT TURN IN ROAD AND MAINTENANCE GATE ON RIGHT, 39 FEET WEST OF
 DN0161'THE CENTERLINE OF ROAD AND 1 FOOT EAST OF A CHAIN LINK FENCE. MARK IS
 DN0161'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0091 ***********************************************************************
 DN0091  DESIGNATION -  MAJORS AZ MK
 DN0091  PID         -  DN0091
 DN0091  STATE/COUNTY-  TX/HUNT
 DN0091  USGS QUAD   -  GREENVILLE SE (1962)
 DN0091
 DN0091                         *CURRENT SURVEY CONTROL
 DN0091  ___________________________________________________________________
 DN0091* NAD 83(1986)-  33 03 46.     (N)    096 04 10.     (W)     SCALED    
 DN0091* NAVD 88     -       160.693  (meters)     527.21   (feet)  ADJUSTED  
 DN0091  ___________________________________________________________________
 DN0091  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0091  DYNAMIC HT  -         160.517 (meters)     526.63  (feet)  COMP
 DN0091  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 DN0091
 DN0091  VERT ORDER  -  FIRST     CLASS II
 DN0091
 DN0091.This mark is at Majors (GVT) Airport (GVT)
 DN0091
 DN0091.The horizontal coordinates were scaled from a topographic map and have
 DN0091.an estimated accuracy of +/- 6 seconds.
 DN0091
 DN0091.The orthometric height was determined by differential leveling
 DN0091.and adjusted by the National Geodetic Survey in June 1991..
 DN0091
 DN0091.The geoid height was determined by GEOID03.
 DN0091
 DN0091.The dynamic height is computed by dividing the NAVD 88
 DN0091.geopotential number by the normal gravity value computed on the
 DN0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0091.degrees latitude (g = 980.6199 gals.).
 DN0091
 DN0091.The modeled gravity was interpolated from observed gravity values.
 DN0091
 DN0091;                    North         East    Units  Estimated Accuracy
 DN0091;SPC TXNC     - 2,157,440.      826,930.      MT  (+/- 180 meters Scaled)
 DN0091
 DN0091                          SUPERSEDED SURVEY CONTROL
 DN0091
 DN0091  NGVD 29 (??/??/92)  160.682  (m)          527.17   (f) ADJ UNCH    1 2
 DN0091
 DN0091.Superseded values are not recommended for survey control.
 DN0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0091.See file dsdata.txt to determine how the superseded data were derived.
 DN0091
 DN0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB736620(NAD 83)
 DN0091_MARKER: DZ = AZIMUTH MARK DISK
 DN0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0091_SP_SET: APRON
 DN0091_STAMPING: MAJORS 1949
 DN0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0091
 DN0091  HISTORY     - Date     Condition        Report By
 DN0091  HISTORY     - 1949     MONUMENTED       CGS
 DN0091  HISTORY     - 1959     GOOD             NGS
 DN0091  HISTORY     - 1981     GOOD             CGS
 DN0091
 DN0091                          STATION DESCRIPTION
 DN0091
 DN0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0091'6.55 MI SE FROM GREENVILLE.
 DN0091'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0091'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 DN0091'U. S. HIGHWAY 69 TO A CEMETERY, THENCE ABOUT 3.15 MILES
 DN0091'SOUTH-SOUTHEAST ALONG A PAVED ROAD, THENCE ABOUT 0.1 MILE EAST ALONG A
 DN0091'PAVED ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG A PAVED ROAD, THENCE
 DN0091'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD TO A CONTROL TOWER AT THE TEMCO
 DN0091'AIRCRAFT CORPORATION, THENCE ABOUT 0.4 MILE SOUTH ALONG A CONTROL
 DN0091'APRON TO A BEACON LIGHT, 98 FEET EAST OF THE SOUTHEAST LEG OF THE
 DN0091'BEACON LIGHT, 305 FEET NORTH OF THE SOUTH EDGE OF THE CONCRETE APRON,
 DN0091'45 FEET EAST OF THE WEST EDGE OF THE CONCRETE APRON, AND IN THE TOP OF
 DN0091'THE CONCRETE APRON FLUSH WITH THE SURFACE.  NOTE-- THE AIRFIELD AT
 DN0091'TEMCO AIRCRAFT CORPORATION WAS FORMERLY MAJORS FIELD.
 DN0091
 DN0091                          STATION RECOVERY (1981)
 DN0091
 DN0091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 DN0091'TO REACH THE MARK FROM THE JUNCTION OF FARM AND MARKET ROAD 1570 AND
 DN0091'FARM AND MARKET ROAD 2101 (ALSO ENTRANCE TO E SYSTEM, INC.) GO SOUTH
 DN0091'ON FM 2101 FOR 0.5 MILE TOT ROAD INTERSECTION. TURN LEFT AND GO EAST
 DN0091'AND SOUTH FOR 0.5 MILE TO THE GENERAL AVIATIONN RAMP (MAJORS
 DN0091'AVIATION, INC). TURN LEFT AND GO EAST FOR ABOUT 400 FEET TO A LARGE
 DN0091'TRAILER AND THE MARK NEAR THE NORTH END OF THE TRAILER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1105 ***********************************************************************
 DN1105  DESIGNATION -  MAJORS FIELD BEACON
 DN1105  PID         -  DN1105
 DN1105  STATE/COUNTY-  TX/HUNT
 DN1105  USGS QUAD   -  GREENVILLE SE (1962)
 DN1105
 DN1105                         *CURRENT SURVEY CONTROL
 DN1105  ___________________________________________________________________
 DN1105* NAD 83(1993)-  33 03 46.77496(N)    096 04 13.14365(W)     ADJUSTED  
 DN1105* NAVD 88     -                                                        
 DN1105  ___________________________________________________________________
 DN1105  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 DN1105  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN1105
 DN1105  HORZ ORDER  -  THIRD
 DN1105
 DN1105.This mark is at Majors (GVT) Airport (GVT)
 DN1105
 DN1105.The horizontal coordinates were established by classical geodetic methods
 DN1105.and adjusted by the National Geodetic Survey in February 1996..
 DN1105
 DN1105
 DN1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1105
 DN1105.The geoid height was determined by GEOID03.
 DN1105
 DN1105;                    North         East     Units Scale Factor Converg.
 DN1105;SPC TXNC     - 2,157,461.674   826,851.010   MT  0.99987264   +1 19 30.5
 DN1105;SPC TXNC     - 7,078,272.18  2,712,760.36   sFT  0.99987264   +1 19 30.5
 DN1105;UTM  14      - 3,662,087.640   773,532.680   MT  1.00052262   +1 35 57.5
 DN1105;UTM  15      - 3,662,463.210   213,331.755   MT  1.00061338   -1 40 34.3
 DN1105
 DN1105                          SUPERSEDED SURVEY CONTROL
 DN1105
 DN1105  NAD 83(1993)-  33 03 46.77703(N)    096 04 13.14076(W) AD(       ) 4
 DN1105  NAD 83(1986)-  33 03 46.78175(N)    096 04 13.13109(W) AD(       ) 4
 DN1105  NAD 27      -  33 03 46.36200(N)    096 04 12.22700(W) AD(       ) 3
 DN1105
 DN1105.Superseded values are not recommended for survey control.
 DN1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1105.See file dsdata.txt to determine how the superseded data were derived.
 DN1105
 DN1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7353362088(NAD 83)
 DN1105_MARKER: 21 = AIRPORT BEACON
 DN1105_SETTING: 0 = UNSPECIFIED SETTING
 DN1105
 DN1105  HISTORY     - Date     Condition        Report By
 DN1105  HISTORY     - 1949     FIRST OBSERVED   CGS
 DN1105  HISTORY     - 1963     GOOD             CGS
 DN1105  HISTORY     - 1969     GOOD             CGS
 DN1105  HISTORY     - 1978     GOOD             NGS
 DN1105  HISTORY     - 1981     GOOD             NGS
 DN1105  HISTORY     - 19940422 GOOD             USPSQD
 DN1105
 DN1105                          STATION DESCRIPTION
 DN1105
 DN1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 DN1105'STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF THE
 DN1105'CITY OF GREENVILLE ON MAJORS FIELD WHICH IS OWNED BY HUNT
 DN1105'COUNTY AND THE CITY OF GREENVILLE AND WAS FORMERLY MAJORS
 DN1105'ARMY AIR FIELD.  IT IS LOCATED ABOUT 1/2 MILE SOUTH OF THE
 DN1105'CONTROL TOWER AND 60 FEET WEST OF THE WEST EDGE OF THE MAIN
 DN1105'PARKING RAMP.
 DN1105'
 DN1105'THE TOWER IS OF STEEL CONSTRUCTION, FOUR-LEGGED, 50 FEET
 DN1105'HIGH, PAINTED YELLOW AND WHITE, 16 FEET SQUARE AT THE BASE
 DN1105'AND HAS SIX RED OBSTRUCTION LIGHTS ON THE TOP.  IT HAS
 DN1105'A ONE-LENS REVOLVING LAMP ON THE TOP WHICH IS INOPERATIVE
 DN1105'AT THE PRESENT.  ACCORDING TO LOCAL AUTHORITIES, THE BEACON
 DN1105'WILL BE PUT IN OPERATION AS SOON AS THE CAA APPROVES PERMANENT
 DN1105'LIGHTING FACILITIES WHICH ARE BEING INSTALLED FOR NIGHT
 DN1105'LANDINGS.
 DN1105'
 DN1105'THE POINT INTERSECTED WAS THE CENTER OF THE REVOLVING LAMP.
 DN1105'
 DN1105'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 DN1105'AND STATE HIGHWAY 34 IN GREENVILLE, GO SOUTH ON STATE HIGHWAY
 DN1105'34 FOR 4.0 MILES TO HARD-SURFACED ROAD AND SIGN, MAJORS FIELD.
 DN1105'TURN LEFT AND FOLLOWED HARD-SURFACED ROAD EAST FOR 2.0 MILES
 DN1105'TO THE POST CHAPEL.  BEAR RIGHT AROUND THE CHAPEL AND GO
 DN1105'EAST 0.4 MILES TO THE PARKING RAMP AND HANGARS.  TURN RIGHT
 DN1105'AND GO SOUTH ON THE PARKING RAMP FOR 0.4 MILE TO THE STATION.
 DN1105
 DN1105                          STATION RECOVERY (1963)
 DN1105
 DN1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 DN1105'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION
 DN1105'AND IS STILL IN GOOD CONDITION.
 DN1105
 DN1105                          STATION RECOVERY (1969)
 DN1105
 DN1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (BMR)
 DN1105'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 DN1105'DESCRIBED.
 DN1105'
 DN1105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DN1105'SSE OF GREENVILLE
 DN1105
 DN1105                          STATION RECOVERY (1978)
 DN1105
 DN1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 DN1105'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE BEACON IS
 DN1105'NOW OPERATIONAL.
 DN1105'
 DN1105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MAJORS
 DN1105'AIRPORT.
 DN1105
 DN1105                          STATION RECOVERY (1981)
 DN1105
 DN1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JVD)
 DN1105'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 DN1105'PREVIOUSLY DESCRIBED.
 DN1105'
 DN1105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MAJORS AIRPORT,
 DN1105'GREENVILLE.
 DN1105
 DN1105                          STATION RECOVERY (1994)
 DN1105
 DN1105'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1107 ***********************************************************************
 DN1107  DESIGNATION -  MAJORS FIELD STANDPIPE
 DN1107  PID         -  DN1107
 DN1107  STATE/COUNTY-  TX/HUNT
 DN1107  USGS QUAD   -  GREENVILLE SE (1962)
 DN1107
 DN1107                         *CURRENT SURVEY CONTROL
 DN1107  ___________________________________________________________________
 DN1107* NAD 83(1993)-  33 04 07.36975(N)    096 04 22.62285(W)     ADJUSTED  
 DN1107* NAVD 88     -                                                        
 DN1107  ___________________________________________________________________
 DN1107  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 DN1107  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN1107
 DN1107  HORZ ORDER  -  THIRD
 DN1107
 DN1107.This mark is at Majors (GVT) Airport (GVT)
 DN1107
 DN1107.The horizontal coordinates were established by classical geodetic methods
 DN1107.and adjusted by the National Geodetic Survey in February 1996..
 DN1107
 DN1107
 DN1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1107
 DN1107.The geoid height was determined by GEOID03.
 DN1107
 DN1107;                    North         East     Units Scale Factor Converg.
 DN1107;SPC TXNC     - 2,158,090.207   826,590.555   MT  0.99987267   +1 19 25.3
 DN1107;SPC TXNC     - 7,080,334.29  2,711,905.85   sFT  0.99987267   +1 19 25.3
 DN1107;UTM  14      - 3,662,715.326   773,269.047   MT  1.00052084   +1 35 53.2
 DN1107;UTM  15      - 3,663,104.995   213,104.399   MT  1.00061498   -1 40 40.4
 DN1107
 DN1107                          SUPERSEDED SURVEY CONTROL
 DN1107
 DN1107  NAD 83(1993)-  33 04 07.37179(N)    096 04 22.62013(W) AD(       ) 4
 DN1107  NAD 83(1986)-  33 04 07.37651(N)    096 04 22.61034(W) AD(       ) 4
 DN1107  NAD 27      -  33 04 06.97200(N)    096 04 21.70400(W) AD(       ) 3
 DN1107
 DN1107.Superseded values are not recommended for survey control.
 DN1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1107.See file dsdata.txt to determine how the superseded data were derived.
 DN1107
 DN1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7326962715(NAD 83)
 DN1107_MARKER: 52 = STANDPIPE TANK
 DN1107
 DN1107  HISTORY     - Date     Condition        Report By
 DN1107  HISTORY     - 1949     FIRST OBSERVED   CGS
 DN1107  HISTORY     - 1957     GOOD             CGS
 DN1107  HISTORY     - 1963     GOOD             CGS
 DN1107  HISTORY     - 1969     GOOD             CGS
 DN1107  HISTORY     - 1981     GOOD             NGS
 DN1107  HISTORY     - 19940422 GOOD             USPSQD
 DN1107
 DN1107                          STATION DESCRIPTION
 DN1107
 DN1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 DN1107'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF THE
 DN1107'CITY OF GREENVILLE AND 2 MILES EAST OF STATE HIGHWAY 34
 DN1107'ON MAJORS FIELD WHICH IS OWNED BY HUNT COUNTY AND THE CITY
 DN1107'OF GREENVILLE AND WAS FORMERLY MAJORS ARMY AIR FIELD.
 DN1107'
 DN1107'THE STANDPIPE IS OF CONCRETE CONSTRUCTION, 130 FEET HIGH
 DN1107'AND 50 FEET IN DIAMETER.  ITS CAPACITY IS ABOUT 500,000
 DN1107'GALLONS.  IT HAS RED OBSTRUCTION LIGHTS ON THE TOP.  THE
 DN1107'ONE THIRD TOP OF THE TANK IS PAINTED WITH YELLOW AND WHITE
 DN1107'BLOCKS.
 DN1107'
 DN1107'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STANDPIPE.
 DN1107
 DN1107                          STATION RECOVERY (1957)
 DN1107
 DN1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN1107'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1107'PROCEEDING TO STATION SITE ARE CORRECT.
 DN1107
 DN1107                          STATION RECOVERY (1963)
 DN1107
 DN1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 DN1107'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION
 DN1107'AND IS STILL IN GOOD CONDITION.
 DN1107
 DN1107                          STATION RECOVERY (1969)
 DN1107
 DN1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (BMR)
 DN1107'THE STATION HAS BEEN RECOVERED IN GOOD CONDITION AS ORIGINALLY
 DN1107'DESCRIBED.
 DN1107'
 DN1107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DN1107'SSE OF GREENVILLE
 DN1107
 DN1107                          STATION RECOVERY (1981)
 DN1107
 DN1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JVD)
 DN1107'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 DN1107'PREVIOUSLY DESCRIBED.
 DN1107'
 DN1107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MAJORS AIRPORT,
 DN1107'GREENVILLE.
 DN1107
 DN1107                          STATION RECOVERY (1994)
 DN1107
 DN1107'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0089 ***********************************************************************
 DN0089  DESIGNATION -  MAJORS RM 1
 DN0089  PID         -  DN0089
 DN0089  STATE/COUNTY-  TX/HUNT
 DN0089  USGS QUAD   -  GREENVILLE SE (1962)
 DN0089
 DN0089                         *CURRENT SURVEY CONTROL
 DN0089  ___________________________________________________________________
 DN0089* NAD 83(1986)-  33 04 06.     (N)    096 04 12.     (W)     SCALED    
 DN0089* NAVD 88     -       162.415  (meters)     532.86   (feet)  ADJUSTED  
 DN0089  ___________________________________________________________________
 DN0089  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0089  DYNAMIC HT  -         162.237 (meters)     532.27  (feet)  COMP
 DN0089  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 DN0089
 DN0089  VERT ORDER  -  FIRST     CLASS II
 DN0089
 DN0089.This mark is at Majors (GVT) Airport (GVT)
 DN0089
 DN0089.The horizontal coordinates were scaled from a topographic map and have
 DN0089.an estimated accuracy of +/- 6 seconds.
 DN0089
 DN0089.The orthometric height was determined by differential leveling
 DN0089.and adjusted by the National Geodetic Survey in June 1991..
 DN0089
 DN0089.The geoid height was determined by GEOID03.
 DN0089
 DN0089.The dynamic height is computed by dividing the NAVD 88
 DN0089.geopotential number by the normal gravity value computed on the
 DN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0089.degrees latitude (g = 980.6199 gals.).
 DN0089
 DN0089.The modeled gravity was interpolated from observed gravity values.
 DN0089
 DN0089;                    North         East    Units  Estimated Accuracy
 DN0089;SPC TXNC     - 2,158,050.      826,870.      MT  (+/- 180 meters Scaled)
 DN0089
 DN0089                          SUPERSEDED SURVEY CONTROL
 DN0089
 DN0089  NGVD 29 (??/??/92)  162.404  (m)          532.82   (f) ADJ UNCH    1 2
 DN0089
 DN0089.Superseded values are not recommended for survey control.
 DN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0089.See file dsdata.txt to determine how the superseded data were derived.
 DN0089
 DN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB735626(NAD 83)
 DN0089_MARKER: DR = REFERENCE MARK DISK
 DN0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0089_SP_SET: APRON
 DN0089_STAMPING: MAJORS NO 1 1949
 DN0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0089
 DN0089  HISTORY     - Date     Condition        Report By
 DN0089  HISTORY     - 1949     MONUMENTED       CGS
 DN0089  HISTORY     - 1959     GOOD             NGS
 DN0089
 DN0089                          STATION DESCRIPTION
 DN0089
 DN0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0089'6.15 MI SE FROM GREENVILLE.
 DN0089'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0089'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 DN0089'U. S. HIGHWAY 69 TO A CEMETERY, THENCE ABOUT 3.15 MILES
 DN0089'SOUTH-SOUTHEAST ALONG A PAVED ROAD, THENCE ABOUT 0.1 MILE EAST ALONG A
 DN0089'PAVED ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG A PAVED ROAD, THENCE
 DN0089'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD TO A CONTROL TOWER AT THE TEMCO
 DN0089'AIRCRAFT CORPORATION, 117 FEET EAST OF THE NORTHEAST LEG OF THE
 DN0089'CONTROL TOWER, 90 FEET EAST-NORTHEAST OF TRIANGULATION STATION MAJORS
 DN0089'1949, 32 1/2 FEET EAST OF THE WEST EDGE OF A CONCRETE APRON, AND IN
 DN0089'THE TOP OF THE CONCRETE APRON FLUSH WITH THE SURFACE.  NOTE-- THE
 DN0089'AIRFIELD AT TEMCO AIRCRAFT CORPORATION WAS FORMERLY MAJORS FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0090 ***********************************************************************
 DN0090  DESIGNATION -  MAJORS RM 2
 DN0090  PID         -  DN0090
 DN0090  STATE/COUNTY-  TX/HUNT
 DN0090  USGS QUAD   -  GREENVILLE SE (1962)
 DN0090
 DN0090                         *CURRENT SURVEY CONTROL
 DN0090  ___________________________________________________________________
 DN0090* NAD 83(1986)-  33 04 06.     (N)    096 04 12.     (W)     SCALED    
 DN0090* NAVD 88     -       162.327  (meters)     532.57   (feet)  ADJUSTED  
 DN0090  ___________________________________________________________________
 DN0090  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0090  DYNAMIC HT  -         162.150 (meters)     531.99  (feet)  COMP
 DN0090  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 DN0090
 DN0090  VERT ORDER  -  FIRST     CLASS II
 DN0090
 DN0090.This mark is at Majors (GVT) Airport (GVT)
 DN0090
 DN0090.The horizontal coordinates were scaled from a topographic map and have
 DN0090.an estimated accuracy of +/- 6 seconds.
 DN0090
 DN0090.The orthometric height was determined by differential leveling
 DN0090.and adjusted by the National Geodetic Survey in June 1991..
 DN0090
 DN0090.The geoid height was determined by GEOID03.
 DN0090
 DN0090.The dynamic height is computed by dividing the NAVD 88
 DN0090.geopotential number by the normal gravity value computed on the
 DN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0090.degrees latitude (g = 980.6199 gals.).
 DN0090
 DN0090.The modeled gravity was interpolated from observed gravity values.
 DN0090
 DN0090;                    North         East    Units  Estimated Accuracy
 DN0090;SPC TXNC     - 2,158,050.      826,870.      MT  (+/- 180 meters Scaled)
 DN0090
 DN0090                          SUPERSEDED SURVEY CONTROL
 DN0090
 DN0090  NGVD 29 (??/??/92)  162.316  (m)          532.53   (f) ADJ UNCH    1 2
 DN0090
 DN0090.Superseded values are not recommended for survey control.
 DN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0090.See file dsdata.txt to determine how the superseded data were derived.
 DN0090
 DN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB735626(NAD 83)
 DN0090_MARKER: DR = REFERENCE MARK DISK
 DN0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0090_SP_SET: APRON
 DN0090_STAMPING: MAJORS NO 2 1949
 DN0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0090
 DN0090  HISTORY     - Date     Condition        Report By
 DN0090  HISTORY     - 1949     MONUMENTED       CGS
 DN0090  HISTORY     - 1959     GOOD             NGS
 DN0090
 DN0090                          STATION DESCRIPTION
 DN0090
 DN0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0090'6.15 MI SE FROM GREENVILLE.
 DN0090'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0090'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 DN0090'U. S. HIGHWAY 69 TO A CEMETERY, THENCE ABOUT 3.15 MILES
 DN0090'SOUTH-SOUTHEAST ALONG A PAVED ROAD, THENCE ABOUT 0.1 MILE EAST ALONG A
 DN0090'PAVED ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG A PAVED ROAD, THENCE
 DN0090'ABOUT 0.3 MILE EAST ALONG A PAVED ROAD TO A CONTROL TOWER AT THE TEMCO
 DN0090'AIRCRAFT CORPORATION, 133 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 DN0090'CONTROL TOWER, 111.9 FEET SOUTHEAST OF TRIANGULATION STATION MAJORS
 DN0090'1949, 32 1/2 FEET EAST OF THE WEST EDGE OF A CONCRETE APRON, AND IN
 DN0090'THE TOP OF THE CONCRETE APRON FLUSH WITH THE SURFACE.  NOTE-- THE
 DN0090'AIRFIELD AT TEMCO AIRCRAFT CORPORATION WAS FORMERLY MAJORS FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0580 ***********************************************************************
 CS0580  DESIGNATION -  MALAKOFF
 CS0580  PID         -  CS0580
 CS0580  STATE/COUNTY-  TX/HENDERSON
 CS0580  USGS QUAD   -  MALAKOFF (1981)
 CS0580
 CS0580                         *CURRENT SURVEY CONTROL
 CS0580  ___________________________________________________________________
 CS0580* NAD 83(1993)-  32 10 04.62458(N)    096 01 48.68534(W)     ADJUSTED  
 CS0580* NAVD 88     -       110.594  (meters)     362.84   (feet)  ADJUSTED  
 CS0580  ___________________________________________________________________
 CS0580  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CS0580  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0580  DYNAMIC HT  -         110.466 (meters)     362.42  (feet)  COMP
 CS0580  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CS0580
 CS0580  HORZ ORDER  -  FIRST
 CS0580  VERT ORDER  -  SECOND    CLASS 0
 CS0580
 CS0580.The horizontal coordinates were established by classical geodetic methods
 CS0580.and adjusted by the National Geodetic Survey in February 1996..
 CS0580
 CS0580.The orthometric height was determined by differential leveling
 CS0580.and adjusted by the National Geodetic Survey in June 1991..
 CS0580
 CS0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0580
 CS0580.The geoid height was determined by GEOID03.
 CS0580
 CS0580.The dynamic height is computed by dividing the NAVD 88
 CS0580.geopotential number by the normal gravity value computed on the
 CS0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0580.degrees latitude (g = 980.6199 gals.).
 CS0580
 CS0580.The modeled gravity was interpolated from observed gravity values.
 CS0580
 CS0580;                    North         East     Units Scale Factor Converg.
 CS0580;SPC TXNC     - 2,058,327.228   832,930.002   MT  0.99999059   +1 20 49.3
 CS0580;SPC TXNC     - 6,753,028.58  2,732,704.51   sFT  0.99999059   +1 20 49.3
 CS0580;UTM  14      - 3,562,918.421   780,056.569   MT  1.00056735   +1 34 55.8
 CS0580;UTM  15      - 3,563,077.361   214,247.163   MT  1.00060711   -1 36 51.8
 CS0580
 CS0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0580!SPC TXNC     -   0.99998664  x   0.99999059  =   0.99997723
 CS0580!UTM  14      -   0.99998664  x   1.00056735  =   1.00055398
 CS0580!UTM  15      -   0.99998664  x   1.00060711  =   1.00059374
 CS0580
 CS0580:                Primary Azimuth Mark                     Grid Az
 CS0580:SPC TXNC     -  MALAKOFF FUEL CO WATER TANK              045 23 28.0
 CS0580:UTM  14      -  MALAKOFF FUEL CO WATER TANK              045 09 21.5
 CS0580:UTM  15      -  MALAKOFF FUEL CO WATER TANK              048 21 09.1
 CS0580
 CS0580|---------------------------------------------------------------------|
 CS0580| PID    Reference Object                     Distance      Geod. Az  |
 CS0580|                                                           dddmmss.s |
 CS0580| CS2632 MALAKOFF FUEL CO WATER TANK         APPROX. 3.2 KM 0464417.3 |
 CS0580| CS0578 MALAKOFF AZ MK                                     0700301.6 |
 CS0580| CS0579 MALAKOFF RM 1                        30.968 METERS 08113     |
 CS0580| CR0614 CROSS                               APPROX.13.9 KM 1575126.6 |
 CS0580| CS0581 MALAKOFF RM 2                        43.462 METERS 16708     |
 CS0580| CS2633 TRINIDAD TEX P AND L SHORT TK       APPROX. 8.0 KM 2343732.6 |
 CS0580| CS2631 TRINIDAD TEX P AND L TALL TK        APPROX. 8.0 KM 2345834.2 |
 CS0580| CS2630 TRINIDAD TEX P AND L LGE STK        APPROX. 8.1 KM 2353325.4 |
 CS0580|---------------------------------------------------------------------|
 CS0580
 CS0580                          SUPERSEDED SURVEY CONTROL
 CS0580
 CS0580  NAD 83(1986)-  32 10 04.63182(N)    096 01 48.66856(W) AD(       ) 1
 CS0580  NAD 27      -  32 10 04.08200(N)    096 01 47.78200(W) AD(       ) 1
 CS0580  NGVD 29 (??/??/92)  110.600  (m)          362.86   (f) ADJ UNCH    2 0
 CS0580
 CS0580.Superseded values are not recommended for survey control.
 CS0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0580.See file dsdata.txt to determine how the superseded data were derived.
 CS0580
 CS0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA8005762918(NAD 83)
 CS0580_MARKER: DS = TRIANGULATION STATION DISK
 CS0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0580_STAMPING: MALAKOFF 1946
 CS0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0580+STABILITY: SURFACE MOTION
 CS0580
 CS0580  HISTORY     - Date     Condition        Report By
 CS0580  HISTORY     - 1947     MONUMENTED       CGS
 CS0580  HISTORY     - 1947     GOOD             NGS
 CS0580  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS0580  HISTORY     - 1969     GOOD             CGS
 CS0580  HISTORY     - 1984     GOOD             TXHD
 CS0580  HISTORY     - 1984     GOOD             TXHD
 CS0580  HISTORY     - 19950909 GOOD             USPSQD
 CS0580
 CS0580                          STATION DESCRIPTION
 CS0580
 CS0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS0580'THE STATION IS LOCATED ALONG STATE HIGHWAY 31, 4 MILES EAST
 CS0580'OF TRINIDAD, 1 MILE WEST OF MALAKOFF AND ON LAND OWNED BY
 CS0580'MR. WILLIAMS.  IT IS SITUATED BETWEEN TWO SHACKS OCCUPIED
 CS0580'BY COLORED PEOPLE, 83 FEET NORTH OF THE CENTER OF HIGHWAY,
 CS0580'62 FEET NORTH OF A ROAD SIGN (TRINIDAD AND CORSICANA) AND
 CS0580'22 FEET NORTH OF A POWER LINE POLE.  IT IS SET FLUSH WITH
 CS0580'THE GROUND AND STAMPED MALAKOFF 1946.
 CS0580'
 CS0580'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 62 FEET NORTH
 CS0580'OF THE CENTER OF HIGHWAY, PROJECTS 6 INCHES AND IS STAMPED
 CS0580'MALAKOFF NO 1 1946.
 CS0580'
 CS0580'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE ROAD FROM THE
 CS0580'STATION, 59 FEET SOUTH OF THE CENTER OF HIGHWAY AND 16 FEET
 CS0580'EAST OF A TELEPHONE POLE.  IT IS STAMPED MALAKOFF NO 2 1946
 CS0580'AND PROJECTS 6 INCHES.
 CS0580'
 CS0580'THE AZIMUTH MARK IS LOCATED 0.45 MILE EAST OF THE STATION,
 CS0580'52 FEET NORTH OF THE CENTER OF HIGHWAY AND 0.55 METERS NORTH
 CS0580'OF A 4 BY 6 CONCRETE, TEXAS F.A.P., MONUMENT THAT PROJECTS
 CS0580'30 INCHES.  THE AZIMUTH MARK IS STAMPED MALAKOFF 1946 AND
 CS0580'PROJECTS 6 INCHES.
 CS0580'
 CS0580'A TEXAS F.A.P. MONUMENT IS LOCATED 0.45 MILE EAST OF THE
 CS0580'STATION, ADJACENT TO THE AZIMUTH MARK, AND 51 FEET NORTH
 CS0580'OF THE CENTER OF STATE HIGHWAY 31.  IT IS A 4 BY 6 INCH
 CS0580'CONCRETE MONUMENT THAT PROJECTS 30 INCHES.  IT HAS A BRONZE
 CS0580'SHIELD SET IN ITS SOUTH SIDE, THAT IS STAMPED TEXAS-F.A.P.
 CS0580'575-D STA. 538 + 5D LENGTH 4.926 MI. BUILT 1931.
 CS0580'
 CS0580'TO REACH THE STATION FROM THE TRAFFIC LIGHTS IN MALAKOFF,
 CS0580'GO WESTERLY ON STATE HIGHWAY 31 FOR 1.0 MILE TO THE ROAD
 CS0580'SIGN AND THE STATION ON THE RIGHT AS DESCRIBED.
 CS0580'
 CS0580'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON
 CS0580'STATE HIGHWAY 31 FOR 0.45 MILE TO THE MARK ON THE LEFT AS
 CS0580'DESCRIBED.
 CS0580'
 CS0580'A 77 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT COON 1935
 CS0580'
 CS0580'A 15 FOOT TOWER WILL SEE A 113 FOOT LIGHT AT CROSS
 CS0580'
 CS0580'A 15 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT HOUSE
 CS0580'
 CS0580'A 15 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT RUSH
 CS0580'
 CS0580'A 64 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT BAZETTE
 CS0580'
 CS0580'A 4 FOOT STAND WILL SEE A 100 FOOT LIGHT AT TRINIDAD
 CS0580'
 CS0580'A 37 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT HALSEY
 CS0580'
 CS0580'A 64 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT CAT
 CS0580'
 CS0580'A 37 FOOT TOWER WILL SEE A 87 FOOT LIGHT AT LAKE AND TARRANT
 CS0580'
 CS0580'A 37 FOOT TOWER WILL SEE A 87 FOOT LIGHT AT SANDERS
 CS0580'
 CS0580'A 37 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT TOOL
 CS0580'
 CS0580'A 37 FOOT TOWER WILL SEE A 87 FOOT LIGHT AT EUSTACE
 CS0580'
 CS0580'A 37 FOOT TOWER WILL SEE A 74 FOOT LIGHT AT MILL
 CS0580'
 CS0580'A 37 FOOT TOWER WILL SEE A 74 FOOT LIGHT AT MIDWAY
 CS0580'
 CS0580'A 37 FOOT TOWER WILL SEE A 74 FOOT LIGHT AT ANDING
 CS0580'
 CS0580'A 37 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT TICK
 CS0580'
 CS0580'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS0580
 CS0580                          STATION RECOVERY (1947)
 CS0580
 CS0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0580'1.0 MI W FROM MALAKOFF.
 CS0580'2 BLOCKS NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MALAKOFF,
 CS0580'THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 31 TO THE SITE OF THE MARK,
 CS0580'ABOUT 500 FEET WEST OF A WHITE FRAME CHURCH, ABOUT 165 FEET NORTHWEST
 CS0580'OF A WHITE FRAME HOUSE, 83 FEET NORTH OF THE CENTER LINE OF THE
 CS0580'HIGHWAY, 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN UNPAINTED
 CS0580'FRAME HOUSE, 33 FEET EAST OF THE NORTHEAST CORNER OF AN UNPAINTED
 CS0580'FRAME HOUSE, 22 FEET NORTH OF A POWER POLE.  A BRONZE TRIANGULATION
 CS0580'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 CS0580'GROUND.
 CS0580
 CS0580                          STATION RECOVERY (1958)
 CS0580
 CS0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS0580'STATION PRESUMED TO BE DESTROYED.  THIS POINT WAS SET 2
 CS0580'FEET FROM A HIGHWAY RIGHT OF WAY MARKER WHICH WAS RECENTLY
 CS0580'UPROOTED DURING HIGHWAY WIDENING AND GRADING OPERATIONS.
 CS0580'NO TRACE OF THE AZIMUTH MARK WAS FOUND.  MEASUREMENTS INDICATE
 CS0580'THAT THE POINT IS NO LONGER IN PLACE.
 CS0580
 CS0580                          STATION RECOVERY (1969)
 CS0580
 CS0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS0580'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS0580'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 CS0580'NOT FOUND.  IT IS BELIEVE THE MARK IS COVERED OR WAS DESTROYED
 CS0580'WHEN STATE HIGHWAY 31 WAS WIDENED.  NO OBJECTS WERE VISIBLE
 CS0580'FROM THE STATION TO SET ANOTHER AZIMUTH MARK.
 CS0580'
 CS0580'THE ORIGINAL DESCRIPTION STILL APPLIES FOR RECOVERY OF STATION
 CS0580'MARK AND REFERENCE MARKS.  ADDITIONAL NOTES FOR RECOVERY
 CS0580'ARE AS FOLLOWS--THE STATION MARK IS NOW ABOUT 2 INCHES BELOW
 CS0580'THE SURFACE OF GROUND, ABOUT 10 FEET SOUTH OF THE WOODEN
 CS0580'STEPS LEADING INTO A GROCERY STORE.  A METAL WITNESS POST
 CS0580'WITH SIGN WAS SET AT REFERENCE MARK NO. 1.
 CS0580'
 CS0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 CS0580'WEST OF MALAKOFF.
 CS0580
 CS0580                          STATION RECOVERY (1984)
 CS0580
 CS0580'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CS0580'STATION STAMPED MALAKOFF 1946 RECOVERED IN GOOD CONDITION 6 INCHES
 CS0580'BELOW THE SURFACE OF THE GROUND ON THE W. SIDE OF THE PROPERTY AT
 CS0580'1214 ROYALL BLVD., ALSO S.H. 31.  R.M. NO. 1 STAMPED MALAKOFF
 CS0580'NO. 1 1946 RECOVERED IN GOOD CONDITION BETWEEN A 4 FOOT STEEL
 CS0580'WITNESS POST AND THE S. END OF A CHAIN LINK FENCE ON THE E. LINE
 CS0580'OF THE PROPERTY AT 1214 ROYALL BLVD.  R.M. NO. 2 STAMPED
 CS0580'MALAKOFF NO. 2 1946 RECOVERED IN GOOD CONDITION 1 FOOT S.E. OF A
 CS0580'WOODEN UTILITY POLE AND 30 FEET E. OF THE N.E. CORNER OF THE MALAKOFF
 CS0580'JR. HIGH SCHOOL PROPERTY.  AZIMUTH MARK SEARCHED FOR WITH
 CS0580'OPOMETER AND PACING, NOT RECOVERED.
 CS0580
 CS0580                          STATION RECOVERY (1984)
 CS0580
 CS0580'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CS0580'RECOVERED IN GOOD CONDITION.
 CS0580
 CS0580                          STATION RECOVERY (1995)
 CS0580
 CS0580'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0578 ***********************************************************************
 CS0578  DESIGNATION -  MALAKOFF AZ MK
 CS0578  PID         -  CS0578
 CS0578  STATE/COUNTY-  TX/HENDERSON
 CS0578  USGS QUAD   -  MALAKOFF (1981)
 CS0578
 CS0578                         *CURRENT SURVEY CONTROL
 CS0578  ___________________________________________________________________
 CS0578* NAD 83(1986)-  32 10 13.     (N)    096 01 21.     (W)     SCALED    
 CS0578* NAVD 88     -       105.609  (meters)     346.49   (feet)  ADJUSTED  
 CS0578  ___________________________________________________________________
 CS0578  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0578  DYNAMIC HT  -         105.486 (meters)     346.08  (feet)  COMP
 CS0578  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 CS0578
 CS0578  VERT ORDER  -  SECOND    CLASS 0
 CS0578
 CS0578.The horizontal coordinates were scaled from a topographic map and have
 CS0578.an estimated accuracy of +/- 6 seconds.
 CS0578
 CS0578.The orthometric height was determined by differential leveling
 CS0578.and adjusted by the National Geodetic Survey in June 1991..
 CS0578
 CS0578.The geoid height was determined by GEOID03.
 CS0578
 CS0578.The dynamic height is computed by dividing the NAVD 88
 CS0578.geopotential number by the normal gravity value computed on the
 CS0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0578.degrees latitude (g = 980.6199 gals.).
 CS0578
 CS0578.The modeled gravity was interpolated from observed gravity values.
 CS0578
 CS0578;                    North         East    Units  Estimated Accuracy
 CS0578;SPC TXNC     - 2,058,600.      833,650.      MT  (+/- 180 meters Scaled)
 CS0578
 CS0578                          SUPERSEDED SURVEY CONTROL
 CS0578
 CS0578  NGVD 29 (??/??/92)  105.614  (m)          346.50   (f) ADJ UNCH    2 0
 CS0578
 CS0578.Superseded values are not recommended for survey control.
 CS0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0578.See file dsdata.txt to determine how the superseded data were derived.
 CS0578
 CS0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA807631(NAD 83)
 CS0578_MARKER: DZ = AZIMUTH MARK DISK
 CS0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0578_STAMPING: MALAKOFF 1946
 CS0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0578+STABILITY: SURFACE MOTION
 CS0578
 CS0578  HISTORY     - Date     Condition        Report By
 CS0578  HISTORY     - 1946     MONUMENTED       CGS
 CS0578  HISTORY     - 1947     GOOD             NGS
 CS0578  HISTORY     - 1984     MARK NOT FOUND   TXHD
 CS0578  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS0578
 CS0578                          STATION DESCRIPTION
 CS0578
 CS0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0578'0.6 MI W FROM MALAKOFF.
 CS0578'2 BLOCKS NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MALAKOFF,
 CS0578'THENCE 0.6 MILE WEST ALONG STATE HIGHWAY 31 TO THE SITE OF THE MARK,
 CS0578'184 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 90 FEET
 CS0578'WEST OF A POWER POLE, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CS0578'2 FEET NORTH OF CONCRETE HIGHWAY RIGHT OF WAY MARKER F.A.P. 575-D STA.
 CS0578'538+50.  A BRONZE AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 CS0578'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0578
 CS0578                          STATION RECOVERY (1984)
 CS0578
 CS0578'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CS0578'MARK NOT FOUND.
 CS0578
 CS0578                          STATION RECOVERY (1995)
 CS0578
 CS0578'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2632 ***********************************************************************
 CS2632  DESIGNATION -  MALAKOFF FUEL CO WATER TANK
 CS2632  PID         -  CS2632
 CS2632  STATE/COUNTY-  TX/HENDERSON
 CS2632  USGS QUAD   -  MALAKOFF (1981)
 CS2632
 CS2632                         *CURRENT SURVEY CONTROL
 CS2632  ___________________________________________________________________
 CS2632* NAD 83(1993)-  32 11 16.60353(N)    096 00 18.73432(W)     ADJUSTED  
 CS2632* NAVD 88     -                                                        
 CS2632  ___________________________________________________________________
 CS2632  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CS2632  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS2632
 CS2632  HORZ ORDER  -  THIRD
 CS2632
 CS2632.The horizontal coordinates were established by classical geodetic methods
 CS2632.and adjusted by the National Geodetic Survey in February 1996..
 CS2632
 CS2632
 CS2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2632
 CS2632.The geoid height was determined by GEOID03.
 CS2632
 CS2632;                    North         East     Units Scale Factor Converg.
 CS2632;SPC TXNC     - 2,060,599.407   835,233.404   MT  0.99998532   +1 21 38.3
 CS2632;SPC TXNC     - 6,760,483.22  2,740,261.59   sFT  0.99998532   +1 21 38.3
 CS2632;UTM  14      - 3,565,201.387   782,351.962   MT  1.00058327   +1 35 47.0
 CS2632;UTM  15      - 3,565,228.793   216,666.376   MT  1.00059012   -1 36 07.0
 CS2632
 CS2632                          SUPERSEDED SURVEY CONTROL
 CS2632
 CS2632  NAD 83(1986)-  32 11 16.61080(N)    096 00 18.71775(W) AD(       ) 4
 CS2632  NAD 27      -  32 11 16.06400(N)    096 00 17.83200(W) AD(       ) 3
 CS2632
 CS2632.Superseded values are not recommended for survey control.
 CS2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2632.See file dsdata.txt to determine how the superseded data were derived.
 CS2632
 CS2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA8235265201(NAD 83)
 CS2632_MARKER: 53 = ELEVATED TANK
 CS2632
 CS2632  HISTORY     - Date     Condition        Report By
 CS2632  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS2632  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS2632
 CS2632                          STATION DESCRIPTION
 CS2632
 CS2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CS2632'IT IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF MALAKOFF ON
 CS2632'LAND OWNED BY THE MALAKOFF FUEL COMPANY.  IT IS AN ELEVATED,
 CS2632'SILVER-COLORED TANK AND ABOUT 90 FEET IN HEIGHT.  THE BALL
 CS2632'ON THE APEX OF THE TANK WAS OBSERVED.
 CS2632
 CS2632                          STATION RECOVERY (1995)
 CS2632
 CS2632'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0579 ***********************************************************************
 CS0579  DESIGNATION -  MALAKOFF RM 1
 CS0579  PID         -  CS0579
 CS0579  STATE/COUNTY-  TX/HENDERSON
 CS0579  USGS QUAD   -  MALAKOFF (1981)
 CS0579
 CS0579                         *CURRENT SURVEY CONTROL
 CS0579  ___________________________________________________________________
 CS0579* NAD 83(1986)-  32 10 05.     (N)    096 01 48.     (W)     SCALED    
 CS0579* NAVD 88     -       110.695  (meters)     363.17   (feet)  ADJUSTED  
 CS0579  ___________________________________________________________________
 CS0579  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0579  DYNAMIC HT  -         110.567 (meters)     362.75  (feet)  COMP
 CS0579  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CS0579
 CS0579  VERT ORDER  -  SECOND    CLASS 0
 CS0579
 CS0579.The horizontal coordinates were scaled from a topographic map and have
 CS0579.an estimated accuracy of +/- 6 seconds.
 CS0579
 CS0579.The orthometric height was determined by differential leveling
 CS0579.and adjusted by the National Geodetic Survey in June 1991..
 CS0579
 CS0579.The geoid height was determined by GEOID03.
 CS0579
 CS0579.The dynamic height is computed by dividing the NAVD 88
 CS0579.geopotential number by the normal gravity value computed on the
 CS0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0579.degrees latitude (g = 980.6199 gals.).
 CS0579
 CS0579.The modeled gravity was interpolated from observed gravity values.
 CS0579
 CS0579;                    North         East    Units  Estimated Accuracy
 CS0579;SPC TXNC     - 2,058,340.      832,950.      MT  (+/- 180 meters Scaled)
 CS0579
 CS0579                          SUPERSEDED SURVEY CONTROL
 CS0579
 CS0579  NGVD 29 (??/??/92)  110.701  (m)          363.19   (f) ADJ UNCH    2 0
 CS0579
 CS0579.Superseded values are not recommended for survey control.
 CS0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0579.See file dsdata.txt to determine how the superseded data were derived.
 CS0579
 CS0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA800629(NAD 83)
 CS0579_MARKER: DR = REFERENCE MARK DISK
 CS0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0579_STAMPING: MALAKOFF NO 1 1946
 CS0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0579+STABILITY: SURFACE MOTION
 CS0579
 CS0579  HISTORY     - Date     Condition        Report By
 CS0579  HISTORY     - 1946     MONUMENTED       CGS
 CS0579  HISTORY     - 1947     GOOD             NGS
 CS0579  HISTORY     - 1984     GOOD             TXHD
 CS0579  HISTORY     - 19950909 GOOD             USPSQD
 CS0579
 CS0579                          STATION DESCRIPTION
 CS0579
 CS0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0579'1.0 MI W FROM MALAKOFF.
 CS0579'2 BLOCKS NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MALAKOFF,
 CS0579'THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 31 TO THE SITE OF THE MARK,
 CS0579'ABOUT 400 FEET WEST OF A WHITE FRAME CHURCH, ABOUT 150 FEET NORTH OF A
 CS0579'WHITE FRAME HOUSE, 101 FEET EAST OF TRIANGULATION STATION MALAKOFF, 58
 CS0579'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN UNPAINTED FRAME HOUSE, 45
 CS0579'FEET SOUTH OF A WELL, 62 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CS0579'44 FEET WEST OF A POWER POLE.  A BRONZE REFERENCE MARK DISK SET IN THE
 CS0579'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0579
 CS0579                          STATION RECOVERY (1984)
 CS0579
 CS0579'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CS0579'RECOVERED IN GOOD CONDITION.
 CS0579
 CS0579                          STATION RECOVERY (1995)
 CS0579
 CS0579'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0581 ***********************************************************************
 CS0581  DESIGNATION -  MALAKOFF RM 2
 CS0581  PID         -  CS0581
 CS0581  STATE/COUNTY-  TX/HENDERSON
 CS0581  USGS QUAD   -  MALAKOFF (1981)
 CS0581
 CS0581                         *CURRENT SURVEY CONTROL
 CS0581  ___________________________________________________________________
 CS0581* NAD 83(1986)-  32 10 05.     (N)    096 01 48.     (W)     SCALED    
 CS0581* NAVD 88     -       110.320  (meters)     361.94   (feet)  ADJUSTED  
 CS0581  ___________________________________________________________________
 CS0581  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0581  DYNAMIC HT  -         110.193 (meters)     361.52  (feet)  COMP
 CS0581  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CS0581
 CS0581  VERT ORDER  -  SECOND    CLASS 0
 CS0581
 CS0581.The horizontal coordinates were scaled from a topographic map and have
 CS0581.an estimated accuracy of +/- 6 seconds.
 CS0581
 CS0581.The orthometric height was determined by differential leveling
 CS0581.and adjusted by the National Geodetic Survey in June 1991..
 CS0581
 CS0581.The geoid height was determined by GEOID03.
 CS0581
 CS0581.The dynamic height is computed by dividing the NAVD 88
 CS0581.geopotential number by the normal gravity value computed on the
 CS0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0581.degrees latitude (g = 980.6199 gals.).
 CS0581
 CS0581.The modeled gravity was interpolated from observed gravity values.
 CS0581
 CS0581;                    North         East    Units  Estimated Accuracy
 CS0581;SPC TXNC     - 2,058,340.      832,950.      MT  (+/- 180 meters Scaled)
 CS0581
 CS0581                          SUPERSEDED SURVEY CONTROL
 CS0581
 CS0581  NGVD 29 (??/??/92)  110.326  (m)          361.96   (f) ADJ UNCH    2 0
 CS0581
 CS0581.Superseded values are not recommended for survey control.
 CS0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0581.See file dsdata.txt to determine how the superseded data were derived.
 CS0581
 CS0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA800629(NAD 83)
 CS0581_MARKER: DR = REFERENCE MARK DISK
 CS0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0581_STAMPING: MALAKOFF NO 2 1946
 CS0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0581+STABILITY: SURFACE MOTION
 CS0581
 CS0581  HISTORY     - Date     Condition        Report By
 CS0581  HISTORY     - 1946     MONUMENTED       CGS
 CS0581  HISTORY     - 1947     GOOD             NGS
 CS0581  HISTORY     - 1984     GOOD             TXHD
 CS0581  HISTORY     - 19950909 GOOD             USPSQD
 CS0581
 CS0581                          STATION DESCRIPTION
 CS0581
 CS0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0581'1.0 MI W FROM MALAKOFF.
 CS0581'2 BLOCKS NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MALAKOFF,
 CS0581'THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 31 TO THE SITE OF THE MARK,
 CS0581'ABOUT 500 FEET WEST OF A WHITE FRAME CHURCH, 142 FEET SOUTH OF
 CS0581'TRIANGULATION STATION MALAKOFF, 89 FEET WEST OF A WHITE FRAME HOUSE,
 CS0581'59 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST OF A
 CS0581'POWER POLE, 17 FEET EAST OF A TELEPHONE POLE.  A BRONZE REFERENCE MARK
 CS0581'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 CS0581'THE GROUND.
 CS0581
 CS0581                          STATION RECOVERY (1984)
 CS0581
 CS0581'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CS0581'RECOVERED IN GOOD CONDITION.
 CS0581
 CS0581                          STATION RECOVERY (1995)
 CS0581
 CS0581'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1358 ***********************************************************************
 AJ1358  DESIGNATION -  MALINOS
 AJ1358  PID         -  AJ1358
 AJ1358  STATE/COUNTY-  TX/WEBB
 AJ1358  USGS QUAD   -  MILLS BENNETT NW (1968)
 AJ1358
 AJ1358                         *CURRENT SURVEY CONTROL
 AJ1358  ___________________________________________________________________
 AJ1358* NAD 83(1993)-  27 42 50.01941(N)    098 59 19.09609(W)     ADJUSTED  
 AJ1358* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AJ1358  ___________________________________________________________________
 AJ1358  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AJ1358  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AJ1358
 AJ1358  HORZ ORDER  -  THIRD
 AJ1358
 AJ1358.The horizontal coordinates were established by classical geodetic methods
 AJ1358.and adjusted by the National Geodetic Survey in February 1996..
 AJ1358
 AJ1358.The orthometric height was scaled from a topographic map.
 AJ1358
 AJ1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1358
 AJ1358.The geoid height was determined by GEOID03.
 AJ1358
 AJ1358;                    North         East     Units Scale Factor Converg.
 AJ1358;SPC TX S     - 5,226,914.947   251,811.800   MT  0.99997194   -0 13 18.6
 AJ1358;SPC TX S     -17,148,636.79    826,152.55   sFT  0.99997194   -0 13 18.6
 AJ1358;UTM  14      - 3,065,509.684   501,120.097   MT  0.99960002   +0 00 19.0
 AJ1358
 AJ1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1358!SPC TX S     -   0.99997596  x   0.99997194  =   0.99994790
 AJ1358!UTM  14      -   0.99997596  x   0.99960002  =   0.99957599
 AJ1358
 AJ1358:                Primary Azimuth Mark                     Grid Az
 AJ1358:SPC TX S     -  NELSON                                   058 19 51.9
 AJ1358:UTM  14      -  NELSON                                   058 06 14.3
 AJ1358
 AJ1358|---------------------------------------------------------------------|
 AJ1358| PID    Reference Object                     Distance      Geod. Az  |
 AJ1358|                                                           dddmmss.s |
 AJ1358| AJ1360 NELSON                              APPROX.26.1 KM 0580633.3 |
 AJ1358|---------------------------------------------------------------------|
 AJ1358
 AJ1358                          SUPERSEDED SURVEY CONTROL
 AJ1358
 AJ1358  NAD 83(1986)-  27 42 50.02180(N)    098 59 19.07236(W) AD(       ) 3
 AJ1358  NAD 27      -  27 42 48.92468(N)    098 59 17.93278(W) AD(       ) 3
 AJ1358
 AJ1358.Superseded values are not recommended for survey control.
 AJ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1358.See file dsdata.txt to determine how the superseded data were derived.
 AJ1358
 AJ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0112065510(NAD 83)
 AJ1358_MARKER: Z = SEE DESCRIPTION
 AJ1358_SETTING: 0 = UNSPECIFIED SETTING
 AJ1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1358
 AJ1358  HISTORY     - Date     Condition        Report By
 AJ1358  HISTORY     - 1920     MONUMENTED       USGS
 AJ1358
 AJ1358                          STATION DESCRIPTION
 AJ1358
 AJ1358'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1358'FROM TORRECILLAS RAILROAD STATION TAKE RD. LEADING N. AND GO TO THE
 AJ1358'R.E. WELLHOUSE RANCH, THENCE NW. IN THE DIRECTION OF THE YATES RANCH
 AJ1358'ALONG W. SIDE OF FENCE TO THE NW. CORNER, THEN 1.5 MI. TO THE TOP OF
 AJ1358'HIGHEST RIDGE, AFTER PASSING DEEP DRAINAGE AND RANCH HOUSE TO S. OF
 AJ1358'RD. STATION IS ON HIGHEST PART OF THIS RIDGE AND 100 YARDS N. OF THE
 AJ1358'RD.
 AJ1358'
 AJ1358'STATION MARK - STANDARD USGS IRON POST SET IN GROUND, PROJECTING 8 IN.
 AJ1358'ABOVE GROUND.
 AJ1358'
 AJ1358'REFERENCE MARK - 3/8 IN. BOLT IN CONCRETE POST 38.25 FT. FROM
 AJ1358'STATION, N 06 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0732 ***********************************************************************
 DQ0732  DESIGNATION -  MALLET
 DQ0732  PID         -  DQ0732
 DQ0732  STATE/COUNTY-  TX/HOCKLEY
 DQ0732  USGS QUAD   -  WEST OF SUNDOWN (1965)
 DQ0732
 DQ0732                         *CURRENT SURVEY CONTROL
 DQ0732  ___________________________________________________________________
 DQ0732* NAD 83(1993)-  33 26 53.23035(N)    102 33 13.19037(W)     ADJUSTED  
 DQ0732* NAVD 88     -      1095.3    (meters)    3593.     (feet)  VERTCON   
 DQ0732  ___________________________________________________________________
 DQ0732  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 DQ0732  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DQ0732
 DQ0732  HORZ ORDER  -  FIRST
 DQ0732
 DQ0732.The horizontal coordinates were established by classical geodetic methods
 DQ0732.and adjusted by the National Geodetic Survey in February 1996..
 DQ0732
 DQ0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0732
 DQ0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0732
 DQ0732.The geoid height was determined by GEOID03.
 DQ0732
 DQ0732;                    North         East     Units Scale Factor Converg.
 DQ0732;SPC TXNC     - 2,204,817.168   223,231.212   MT  0.99989649   -2 12 39.0
 DQ0732;SPC TXNC     - 7,233,637.66    732,384.40   sFT  0.99989649   -2 12 39.0
 DQ0732;UTM  13      - 3,703,643.962   727,391.617   MT  1.00023753   +1 20 56.2
 DQ0732
 DQ0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0732!SPC TXNC     -   0.99983171  x   0.99989649  =   0.99972822
 DQ0732!UTM  13      -   0.99983171  x   1.00023753  =   1.00006920
 DQ0732
 DQ0732|---------------------------------------------------------------------|
 DQ0732| PID    Reference Object                     Distance      Geod. Az  |
 DQ0732|                                                           dddmmss.s |
 DQ0732| CJ7792 MALLET RM 1                                        02417     |
 DQ0732| DQ0727 SMART                               APPROX.18.8 KM 0904912.1 |
 DQ0732| CJ7791 MALLET AZ MK                                       2740028.9 |
 DQ0732| CJ7793 MALLET RM 2                                        27837     |
 DQ0732|---------------------------------------------------------------------|
 DQ0732
 DQ0732                          SUPERSEDED SURVEY CONTROL
 DQ0732
 DQ0732  NAD 83(1993)-  33 26 53.23727(N)    102 33 13.18553(W) AD(       ) 1
 DQ0732  NAD 83(1986)-  33 26 53.23752(N)    102 33 13.18494(W) AD(       ) 1
 DQ0732  NAD 27      -  33 26 52.88800(N)    102 33 11.48400(W) AD(       ) 1
 DQ0732  NGVD 29 (07/19/86) 1094.9    (m)         3592.     (f) VERT ANG       
 DQ0732
 DQ0732.Superseded values are not recommended for survey control.
 DQ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0732.See file dsdata.txt to determine how the superseded data were derived.
 DQ0732
 DQ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT2739203644(NAD 83)
 DQ0732_MARKER: DS = TRIANGULATION STATION DISK
 DQ0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0732
 DQ0732  HISTORY     - Date     Condition        Report By
 DQ0732  HISTORY     - 1935     MONUMENTED       CGS
 DQ0732  HISTORY     - 1938     GOOD             TXHD
 DQ0732  HISTORY     - 1949     GOOD             CGS
 DQ0732
 DQ0732                          STATION DESCRIPTION
 DQ0732
 DQ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0732'THIS STATION IS ABOUT 10 MILES SE OF WHITEFACE, AND 14 MILES
 DQ0732'SW OF LEVELLAND, ON A PROMINENT HILL IN A PASTURE BELONGING
 DQ0732'TO THE MALLET LAND AND CATTLE COMPANY, 3 MILES N OF THEIR
 DQ0732'HEADQUARTERS RANCH HOUSE WHICH IS OCCUPIED BY GEORGE W. GREEN.  IT IS
 DQ0732'ABOUT 1-1/4 MILES SE OF TWIN WINDMILLS, 203 FEET S OF AND E
 DQ0732'AND W FENCE AND 430 FEET E OF A N AND S FENCE.  IT IS IN LABOR 4
 DQ0732'OF LEAGUE 52.  THE MARK PROJECTS 6 INCHES.
 DQ0732'
 DQ0732'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0732'BRONZE DISKS SET IN CONCRETE.
 DQ0732'
 DQ0732'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND PROJECTS 10
 DQ0732'INCHES, IT IS 1-1/2 FEET S OF AN E AND W FENCE.
 DQ0732'
 DQ0732'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND PROJECTS 8
 DQ0732'INCHES, IT IS 1 FOOT E OF A N AND S FENCE AND 146 FEET S OF
 DQ0732'A FENCE T-INTERSECTION.
 DQ0732'
 DQ0732'THE AZIMUTH MARK IS WNW OF THE STATION AND PROJECTS 6 INCHES,
 DQ0732'IT IS 2 FEET E OF A FENCE, 34 FEET N OF A FENCE T-INTERSECTION,
 DQ0732'AND 14 FEET W OF THE CENTER LINE OF A GRADED ROAD.
 DQ0732'
 DQ0732'THE STATION IS REACHED FROM THE RAILROAD CROSSING ABOUT 100
 DQ0732'YARDS W OF THE DEPOT IN THE SMALL TOWN OF WHITEFACE, BY GOING
 DQ0732'SOUTHERLY ON THE MAIN ROAD FOR 2.1 MILES, THEN E 0.2 MILE AND
 DQ0732'TURN RIGHT, THEN GO S 5.4 MILES.  THE GRADED ROAD TURNS RIGHT
 DQ0732'OR W HERE.  CONTINUE STRAIGHT AHEAD THROUGH A WIRE GATE AND
 DQ0732'GO S ON A TRACK ROAD FOR 0.8 MILE.  AT TRACKS CROSS ROAD, TURN
 DQ0732'LEFT THROUGH A WIRE GATE, BETWEEN TALL FENCE POSTS, THEN TAKE
 DQ0732'THE RIGHT FORK AND GO SOUTHEASTERLY AND EASTERLY FOR 2.6
 DQ0732'MILES, PASS THROUGH A WIRE GATE, BETWEEN TALL IRON PIPE
 DQ0732'POSTS, AND TURN RIGHT OR S AND GO 1.2 MILES ON A GRADED ROAD,
 DQ0732'(PASSING TWO WINDMILLS ON THE W SIDE OF THE ROAD AT 0.5 MILE).
 DQ0732'HERE IS A WIRE GATE BETWEEN TALL WOOD POSTS.  TURN LEFT,
 DQ0732'BEFORE PASSING THROUGH THE GATE, AND DRIVE ACROSS COUNTRY
 DQ0732'ALONG THE N SIDE OF A FENCE FOR 0.9 MILE TO TOP OF A RIDGE.
 DQ0732'GO THROUGH THE FENCE AND DRIVE SOUTHERLY 0.1 MILE TO THE
 DQ0732'HIGHEST POINT AND THE STATION.
 DQ0732'
 DQ0732'ALL OF THE OBJECTS, EXCEPT STATIONS SMART, BRITTON, POOL,
 DQ0732'TAYLOR, DUGGAN, COBLE AND STAMP, ARE VISIBLE FROM THE GROUND.
 DQ0732'A 35-FOOT STAND WILL CLEAR THE LINES TO STATION SMART, DUGGAN,
 DQ0732'COBLE AND STATION STAMP.  A 35-FOOT STAND WILL CLEAR THE LINES
 DQ0732'TO STATIONS BRITTON, POOL AND TAYLOR, WITH 25-FOOT STANDS AT
 DQ0732'THESE STATIONS.
 DQ0732'
 DQ0732'HEIGHT OF LIGHT ABOVE STATION MARK - 12.00 METERS.
 DQ0732
 DQ0732                          STATION RECOVERY (1938)
 DQ0732
 DQ0732'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0732'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0732'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0732
 DQ0732                          STATION RECOVERY (1949)
 DQ0732
 DQ0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DQ0732'FROM INTERSECTION OF FM 301 AND FM 300 IN SUNDOWN, GO W ON FM
 DQ0732'301 FOR 4.6 MI. TO A CROSSROAD WHICH IS 0.5 MI. W OF SLAUGHTER
 DQ0732'REFINERY, TURN S ON AN OILED COUNTY ROAD FOR 0.63 MI. TO AN
 DQ0732'E-W CROSSROAD (26 FT. WIDE OILED LEASE ROAD), TURN LEFT (E)
 DQ0732'ON THE LEASE ROAD FOR 0.77 MILE. TO A N-S FENCE LINE, ROAD IS
 DQ0732'FENCED ACROSS AT THIS POINT.  REFERENCE MARK 2 IS 1 FT. E OF
 DQ0732'THE FENCE ON THE S SIDE OF THE ROAD.  CONTINUE ON FOOT FOR
 DQ0732'APPROXIMATELY 430 FT. TO THE STATION WHICH IS 88 FT. S OF
 DQ0732'THE CENTERLINE OF THE ROAD.  (E-W FENCE MENTIONED IN ORIGINAL
 DQ0732'DESCRIPTION IS NOW GONE.)
 DQ0732'
 DQ0732'REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.  AZIMUTH
 DQ0732'MARK PLOWED UP AND LYING ON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1350 ***********************************************************************
 GL1350  DESIGNATION -  MALLETT
 GL1350  PID         -  GL1350
 GL1350  STATE/COUNTY-  TX/SHERMAN
 GL1350  USGS QUAD   -  KERRICK (1964)
 GL1350
 GL1350                         *CURRENT SURVEY CONTROL
 GL1350  ___________________________________________________________________
 GL1350* NAD 83(1993)-  36 23 12.50035(N)    102 07 32.19305(W)     ADJUSTED  
 GL1350* NAVD 88     -      1138.95   (+/-2cm)    3736.7    (feet)  VERTCON   
 GL1350  ___________________________________________________________________
 GL1350  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 GL1350  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 GL1350
 GL1350  HORZ ORDER  -  THIRD
 GL1350  VERT ORDER  -  THIRD ? (See Below)
 GL1350
 GL1350.The horizontal coordinates were established by classical geodetic methods
 GL1350.and adjusted by the National Geodetic Survey in February 1996..
 GL1350
 GL1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1350.The vertical order pertains to the NGVD 29 superseded value.
 GL1350
 GL1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1350
 GL1350.The geoid height was determined by GEOID03.
 GL1350
 GL1350;                    North         East     Units Scale Factor Converg.
 GL1350;SPC TX N     - 1,264,977.219   143,866.867   MT  1.00005381   -0 21 45.2
 GL1350;SPC TX N     - 4,150,179.43    472,003.21   sFT  1.00005381   -0 21 45.2
 GL1350;SPC OK N     -   161,734.372   229,973.752   MT  0.99995271   -2 26 05.0
 GL1350;SPC OK N     -   530,623.52    754,505.55   sFT  0.99995271   -2 26 05.0
 GL1350;UTM  13      - 4,030,690.659   757,823.309   MT  1.00041908   +1 42 22.0
 GL1350
 GL1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1350!SPC TX N     -   0.99982523  x   1.00005381  =   0.99987903
 GL1350!SPC OK N     -   0.99982523  x   0.99995271  =   0.99977795
 GL1350!UTM  13      -   0.99982523  x   1.00041908  =   1.00024424
 GL1350
 GL1350:                Primary Azimuth Mark                     Grid Az
 GL1350:SPC TX N     -  STRATFORD SW PUB SER CO TANK             140 38 20.4
 GL1350:SPC OK N     -  STRATFORD SW PUB SER CO TANK             142 42 40.2
 GL1350:UTM  13      -  STRATFORD SW PUB SER CO TANK             138 34 13.2
 GL1350
 GL1350|---------------------------------------------------------------------|
 GL1350| PID    Reference Object                     Distance      Geod. Az  |
 GL1350|                                                           dddmmss.s |
 GL1350| GL1341 STRATFORD SW PUB SER CO TANK        APPROX. 7.6 KM 1401635.2 |
 GL1350| GL1342 STRATFORD GRAIN CO SW ELEVATOR      APPROX. 7.6 KM 1402019.0 |
 GL1350| CM9030 MALLETT RM 1                         10.868 METERS 23031     |
 GL1350| CM9032 MALLETT RM 3                         10.878 METERS 23043     |
 GL1350| CM9029 MALLETT AZ MK 2                                    3194724.6 |
 GL1350| CM9033 MALLETT RM 4                         11.014 METERS 32040     |
 GL1350| CM9031 MALLETT RM 2                         10.975 METERS 32045     |
 GL1350| CM9028 MALLETT AZ MK                                      3223300.8 |
 GL1350|---------------------------------------------------------------------|
 GL1350
 GL1350                          SUPERSEDED SURVEY CONTROL
 GL1350
 GL1350  NAD 83(1993)-  36 23 12.50020(N)    102 07 32.19330(W) AD(       ) 3
 GL1350  NAD 83(1986)-  36 23 12.51146(N)    102 07 32.18188(W) AD(       ) 3
 GL1350  NAD 27      -  36 23 12.40800(N)    102 07 30.55800(W) AD(       ) 3
 GL1350  NGVD 29 (07/19/86) 1138.44   (m)         3735.0    (f) LEVELING    3  
 GL1350
 GL1350.Superseded values are not recommended for survey control.
 GL1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1350.See file dsdata.txt to determine how the superseded data were derived.
 GL1350
 GL1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA5782330691(NAD 83)
 GL1350_MARKER: DS = TRIANGULATION STATION DISK
 GL1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1350
 GL1350  HISTORY     - Date     Condition        Report By
 GL1350  HISTORY     - 1953     MONUMENTED       CGS
 GL1350  HISTORY     - 1964     MARK NOT FOUND   USGS
 GL1350  HISTORY     - 1971     GOOD             NGS
 GL1350
 GL1350                          STATION DESCRIPTION
 GL1350
 GL1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1350'THE STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF U.S.
 GL1350'HIGHWAY 287.  IT IS LOCATED AIRLINE ABOUT 5 MILES NORTHWEST
 GL1350'OF STRATFORD AND ABOUT 13 MILES NORTH-NORTHEAST OF CONLEN.
 GL1350'
 GL1350'THE STATION IS A STANDARD DISK STAMPED MALLETT 1953 SET
 GL1350'IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN
 GL1350'DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT
 GL1350'IS 17 FEET NORTHWEST OF A POWER LINE POLE WITH A TRIANGULAR
 GL1350'BLAZE, 57 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 GL1350'287, AND 153 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SANTA
 GL1350'FE RAILROAD TRACK.
 GL1350'
 GL1350'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MALLETT
 GL1350'NO 1 1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT
 GL1350'12 INCHES IN DIAMETER, PROJECTS ABOUT 6 INCHES ABOVE THE
 GL1350'GROUND, AND IS ABOUT 18 INCHES LOWER THAN THE STATION.  IT IS
 GL1350'118 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SANTA FE RAILROAD
 GL1350'TRACK.
 GL1350'
 GL1350'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MALLETT
 GL1350'NO 2 1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 GL1350'INCHES IN DIAMETER, PROJECTS ABOUT 6 INCHES ABOVE THE GROUND,
 GL1350'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 153
 GL1350'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SANTA FE RAILROAD
 GL1350'TRACK, 57 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 GL1350'287, AND IS DIRECTLY UNDER THE POWER LINES.
 GL1350'
 GL1350'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MALLETT 1953
 GL1350'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES
 GL1350'IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 GL1350'IT IS 5 FEET SOUTH OF A POWER LINE POLE AND 45 FEET EAST OF
 GL1350'THE CENTER LINE OF A DIAGONAL CROSS ROAD.
 GL1350'
 GL1350'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 GL1350'U.S. HIGHWAY 287 FOR 0.8 MILE TO A DIAGONAL CROSS ROAD AND
 GL1350'THE AZIMUTH MARK.
 GL1350'
 GL1350'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54
 GL1350'AND 287 IN THE SOUTHWEST PART OF STRATFORD, GO NORTHWEST ON
 GL1350'U.S. HIGHWAY 287 FOR 4.7 MILES TO A POWER LINE POLE WITH A
 GL1350'TRIANGULAR BLAZE ON THE LEFT, SOUTHWEST, AND THE STATION.
 GL1350
 GL1350                          STATION RECOVERY (1964)
 GL1350
 GL1350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GL1350'STATION HAS NOT BEEN RECOVERED.  IT HAS APPARENTLY BEEN DESTROYED
 GL1350'BY ROAD GRADING.  NO EVIDENCE FOUND.
 GL1350
 GL1350                          STATION RECOVERY (1971)
 GL1350
 GL1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GL1350'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 GL1350'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE FOUND TO
 GL1350'HAVE BEEN DESTROYED.  REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH
 GL1350'MARK WERE ESTABLISHED AT THIS TIME.
 GL1350'
 GL1350'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GL1350'
 GL1350'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF CONLEN,
 GL1350'12 MILES SOUTHEAST OF THE TEXAS-OKLAHOMA STATE LINE, 5 MILES
 GL1350'NORTHWEST OF STRAFFORD, BETWEEN THE RAILROAD AND HIGHWAY
 GL1350'AND JUST SOUTH OF A RAILROAD SIDING CALLED MALLETT, ON THE
 GL1350'WEST RIGHT-OF-WAY OF U.S. HIGHWAY 287.
 GL1350'
 GL1350'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 GL1350'54 AND 287 IN STRAFFORD, GO NORTHWEST ON U.S. HIGHWAY 287
 GL1350'FOR 4.8 MILES TO A CALICHE ROAD ON THE LEFT LEADING WESTERLY,
 GL1350'CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 287 FOR 0.05 MILE TO
 GL1350'STATION ON THE LEFT, ON THE HIGHEST POINT OF A SMALL RISE.
 GL1350'
 GL1350'THE STATION MARK IS A STANDARD DISK, STAMPED MALLETT 1953,
 GL1350'SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GL1350'IT IS 239 FEET NORTHWEST OF THE CENTER OF CALICHE ROAD LEADING
 GL1350'WESTERLY, 153 FEET NORTHEAST OF THE EAST RAIL OF RAILROAD TRACK,
 GL1350'57 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 287,
 GL1350'16.1 FEET NORTHWEST OF A HI-LINE POLE WITH TRIANGULAR BLAZE
 GL1350'AND 2.5 FEET NORTHWEST OF A METAL WITNESS POST.
 GL1350'
 GL1350'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED MALLETT
 GL1350'1953 NO 3 1971, SET IN A ROUND CONCRETE POST THAT IS FLUSH
 GL1350'WITH THE GROUND.  IT IS 118 FEET NORTHEAST OF THE EAST RAIL
 GL1350'OF RAILROAD TRACK, 92 FEET WEST OF THE CENTER LINE OF U.S.
 GL1350'HIGHWAY 287, 39 FEET NORTHWEST OF A HI-LINE POLE WITH A
 GL1350'TRIANGULAR BLAZE AND 2.7 FEET NORTHWEST OF A METAL WITNESS
 GL1350'POST.
 GL1350'
 GL1350'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED MALLETT 1953
 GL1350'NO 4 1971, SET IN IRREGULAR MASS OF CONCRETE THAT IS FLUSH
 GL1350'WITH THE GROUND.  IT IS 153 FEET NORTHEAST OF THE EAST RAIL
 GL1350'OF RAILROAD TRACK, 57 FEET SOUTHWEST OF THE CENTER-LINE OF U.S.
 GL1350'HIGHWAY 287, 52 FEET NORTHWEST OF A HI-LINE POLE WITH A
 GL1350'TRIANGULAR BLAZE AND 38 FEET NORTHWEST OF A METAL WITNESS POST.
 GL1350'
 GL1350'AZIMUTH MARK IS A STANDARD DISK, STAMPED MALLETT 1953 1971,
 GL1350'SET IN IRREGULAR MASS OF CONCRETE THAT IS FLUSH WITH THE
 GL1350'GROUND.  IT IS 80 PACES WEST OF THE CENTER OF U.S. HIGHWAY 287,
 GL1350'71 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, 5 MILES
 GL1350'NORTHWEST OF STRAFFORD 3 FEET EAST OF A HI-LINE POLE, 2.2
 GL1350'FEET WEST OF A METAL WITNESS POST.
 GL1350'
 GL1350'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 GL1350'ON U.S. HIGHWAY 287 FOR 0.85 MILE TO CROSSROAD.  TURN LEFT
 GL1350'AND GO WEST FOR 0.05 MILE TO MARK ON THE LEFT, JUST BEFORE
 GL1350'CROSSING RAILROAD TRACKS.
 GL1350'
 GL1350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 GL1350'NORTHWEST OF STRAFFORD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2229 ***********************************************************************
 AN2229  DESIGNATION -  MALLORYS HOUSE TOWER
 AN2229  PID         -  AN2229
 AN2229  STATE/COUNTY-  TX/MATAGORDA
 AN2229  USGS QUAD   -  PALACIOS (1995)
 AN2229
 AN2229                         *CURRENT SURVEY CONTROL
 AN2229  ___________________________________________________________________
 AN2229* NAD 83(1993)-  28 43 21.41583(N)    096 11 16.03612(W)     ADJUSTED  
 AN2229* NAVD 88     -                                                        
 AN2229  ___________________________________________________________________
 AN2229  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AN2229  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN2229
 AN2229  HORZ ORDER  -  THIRD
 AN2229
 AN2229.The horizontal coordinates were established by classical geodetic methods
 AN2229.and adjusted by the National Geodetic Survey in February 1996..
 AN2229
 AN2229
 AN2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2229
 AN2229.The geoid height was determined by GEOID03.
 AN2229
 AN2229;                    North         East     Units Scale Factor Converg.
 AN2229;SPC TXSC     - 4,101,860.763   874,698.772   MT  0.99991992   +1 22 39.9
 AN2229;SPC TXSC     -13,457,521.52  2,869,740.89   sFT  0.99991992   +1 22 39.9
 AN2229;UTM  14      - 3,180,495.803   774,697.123   MT  1.00053133   +1 21 08.3
 AN2229
 AN2229                          SUPERSEDED SURVEY CONTROL
 AN2229
 AN2229  NAD 83(1986)-  28 43 21.42510(N)    096 11 16.00604(W) AD(       ) 4
 AN2229  NAD 27      -  28 43 20.46200(N)    096 11 15.12400(W) AD(       ) 3
 AN2229
 AN2229.Superseded values are not recommended for survey control.
 AN2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2229.See file dsdata.txt to determine how the superseded data were derived.
 AN2229
 AN2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7469780496(NAD 83)
 AN2229_MARKER: 55 = TOWER
 AN2229
 AN2229  HISTORY     - Date     Condition        Report By
 AN2229  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2229  HISTORY     - 1947     GOOD             CGS
 AN2229  HISTORY     - 1969     GOOD             CGS
 AN2229
 AN2229                          STATION DESCRIPTION
 AN2229
 AN2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2229'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED IN COLLEGE PORT,
 AN2229'AT A PLACE OWNED BY MR. MALLORY.  STATION IS A SQUARE OBSERVATION
 AN2229'TOWER ABOUT 75 FEET HIGH AND PAINTED WHITE.
 AN2229
 AN2229                          STATION RECOVERY (1969)
 AN2229
 AN2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2229'THE STATION SITE WAS VISITED AND A 2-STORY STUCCO HOUSE
 AN2229'WITH 1-STORY STUCCO TOWER AT ITS NORTHWEST CORNER WAS REPORTED
 AN2229'TO BE THE HOUSE OF BEN R. MOWERY AND BELIEVED TO BE THE
 AN2229'STATION.  THE HOUSE IS IN POOR STATE OF REPAIR AND UNOCCUPIED
 AN2229'AT THIS TIME.  IT IS NOW OWNED BY AUSTIN TURNER.  THE TOWER
 AN2229'HAS A RED TILE ROOF AND IS APPROXIMATELY 40 FEET HIGH.  IT
 AN2229'IS NO LONGER PAINTED WHITE, AND IS NOW THE COLOR OF WEATHERED
 AN2229'CONCRETE.
 AN2229'
 AN2229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLLEGEPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0727 ***********************************************************************
 BN0727  DESIGNATION -  MALOCH
 BN0727  PID         -  BN0727
 BN0727  STATE/COUNTY-  TX/MCCULLOCH
 BN0727  USGS QUAD   -  KATEMCY (1970)
 BN0727
 BN0727                         *CURRENT SURVEY CONTROL
 BN0727  ___________________________________________________________________
 BN0727* NAD 83(1993)-  30 56 28.12377(N)    099 16 57.81428(W)     ADJUSTED  
 BN0727* NAVD 88     -       534.     (meters)    1752.     (feet)  SCALED    
 BN0727  ___________________________________________________________________
 BN0727  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BN0727  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BN0727
 BN0727  HORZ ORDER  -  FIRST
 BN0727
 BN0727.The horizontal coordinates were established by classical geodetic methods
 BN0727.and adjusted by the National Geodetic Survey in February 1996..
 BN0727
 BN0727.The orthometric height was scaled from a topographic map.
 BN0727
 BN0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0727
 BN0727.The geoid height was determined by GEOID03.
 BN0727
 BN0727;                    North         East     Units Scale Factor Converg.
 BN0727;SPC TX C     - 3,141,756.273   800,385.721   MT  0.99988229   +0 32 28.0
 BN0727;SPC TX C     -10,307,578.71  2,625,932.15   sFT  0.99988229   +0 32 28.0
 BN0727;UTM  14      - 3,423,113.666   472,992.630   MT  0.99960900   -0 08 43.3
 BN0727
 BN0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0727!SPC TX C     -   0.99991975  x   0.99988229  =   0.99980205
 BN0727!UTM  14      -   0.99991975  x   0.99960900  =   0.99952878
 BN0727
 BN0727|---------------------------------------------------------------------|
 BN0727| PID    Reference Object                     Distance      Geod. Az  |
 BN0727|                                                           dddmmss.s |
 BN0727| CV5599 MALOCH RM 1                          43.225 METERS 03046     |
 BN0727| BN0573 MALOCH RM 4                          33.686 METERS 08001     |
 BN0727| CV5600 MALOCH RM 2                          48.514 METERS 13651     |
 BN0727| BN0571 MALOCH RM 3                          30.846 METERS 18543     |
 BN0727| BN0729 MASON MC CULLOCK CO LINE MARK         1.300 METERS 26552     |
 BN0727| CV5598 MALOCH AZ MK                                       3254455.9 |
 BN0727|---------------------------------------------------------------------|
 BN0727
 BN0727                          SUPERSEDED SURVEY CONTROL
 BN0727
 BN0727  NAD 83(1986)-  30 56 28.13303(N)    099 16 57.79962(W) AD(       ) 1
 BN0727  NAD 27      -  30 56 27.51500(N)    099 16 56.59800(W) AD(       ) 1
 BN0727
 BN0727.Superseded values are not recommended for survey control.
 BN0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0727.See file dsdata.txt to determine how the superseded data were derived.
 BN0727
 BN0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7299323114(NAD 83)
 BN0727_MARKER: DS = TRIANGULATION STATION DISK
 BN0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0727
 BN0727  HISTORY     - Date     Condition        Report By
 BN0727  HISTORY     - 1935     MONUMENTED       CGS
 BN0727  HISTORY     - 1937     GOOD             TXHD
 BN0727  HISTORY     - 1944     SEE DESCRIPTION  CGS
 BN0727  HISTORY     - 1955     GOOD             CGS
 BN0727  HISTORY     - 1958     MARK NOT FOUND   CGS
 BN0727  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BN0727  HISTORY     - 19990108 GOOD             USPSQD
 BN0727
 BN0727                          STATION DESCRIPTION
 BN0727
 BN0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0727'STATION IS LOCATED ON MASON-MC CULLOCH COUNTY LINE, 14.7
 BN0727'MILES S OF BRADY WHERE U.S. HIGHWAY 385, CROSSES COUNTY
 BN0727'LINE, ON THE W SIDE OF THE HIGHWAY.
 BN0727'
 BN0727'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BN0727'DISKS SET IN CONCRETE.
 BN0727'
 BN0727'REFERENCE MARK NO. 1 IS NNE OF STATION, SET ABOUT 3 FEET
 BN0727'W OF E RIGHT-OF-WAWY FENCE OF U.S. HIGHWAY 385.
 BN0727'
 BN0727'REFERENCE MARK NO. 2 IS ESE OF STATION, SET ABOUT 3 FEET
 BN0727'W OF E RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 385.
 BN0727'
 BN0727'AZIMUTH MARK IS A STANDARD DISK WEDGED IN DRILL HOLE IN
 BN0727'OUTCROPPING BEDROCK, IS NW OF STATION, REACHED BY GOING N
 BN0727'ON U.S. HIGHWAY 385, FOR 0.3 MILE TO GATE ON LEFT, THENCE
 BN0727'W 0.3 MILE TO FENCE CORNER, THENCE FOLLOW NW ALONG STONE
 BN0727'FENCE FOR 0.15 MILE, THENCE RIGHT NE ALONG SAME FENCE FOR
 BN0727'0.05 MILE TO MARK SET 81 FEET NW OF FENCE AND 95 FEET FROM
 BN0727'FENCE CORNER.
 BN0727'
 BN0727'STATION IS REACHED FROM THE S ENTRANCE OF THE COURTHOUSE
 BN0727'IN BRADY, BY GOING S ON U.S. HIGHWAY 385, FOR 14.7 MILES,
 BN0727'OR 4.55 MILES PAST STEEL BRIDGE OVER SAN SABA RIVER TO
 BN0727'MASON - MC CULLOCH COUNTY LINE AND STATION ON THE RIGHT
 BN0727'SIDE OF THE ROAD.  STATION IS 44 FEET W OF CENTER LINE OF HIGHWAY
 BN0727'AND 8 FEET E OF RIGHT-OF-WAY FENCE LINE AND ABOUT 3 INCHES
 BN0727'S OF COUNTY LINE AND 1.3 METERS (4.3 FEET) E OF COUNTY LINE
 BN0727'MARKER, WHICH IS A 4-BY 4-INCH POST.
 BN0727'
 BN0727'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 BN0727
 BN0727                          STATION RECOVERY (1937)
 BN0727
 BN0727'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0727'DESCRIPTION GIVEN BY C.I.A., IS GOOD.
 BN0727
 BN0727                          STATION RECOVERY (1944)
 BN0727
 BN0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BN0727'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE ROAD HAS
 BN0727'BEEN WIDENED AT THIS POINT AND DURING THE COURSE OF CONSTRUCTION
 BN0727'THE SURFACE MARK AND REFERENCE MARK NO. 1 WAS DISTURBED.
 BN0727'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION AND
 BN0727'A NEW SURFACE MARK WAS ESTABLISHED.
 BN0727'THE DISK WAS STAMPED MALOCH 1935 1944.  IT IS LOCATED
 BN0727'44 FEET W OF CENTER OF HIGHWAY, 25 FEET E OF RIGHT-OF-WAY
 BN0727'FENCE LINE AND 25.53 FEET E OF COUNTY LINE MARKER WHICH IS
 BN0727'A 4X4-INCH CONCRETE POST.
 BN0727'
 BN0727'REFERENCE MARK NO. 1 WAS RESET IN A DIFFERENCE LOCATION.
 BN0727'IT IS NE OF STATION, ALONG THE EAST RIGHT-OF-WAY FENCE
 BN0727'LINE.  THE OLD CONCRETE POST AND MARK WAS USED, AND THE
 BN0727'DISK WAS STAMPED MALOCH NO 1 1935 RESET 1944.
 BN0727'
 BN0727'REFERENCE MARK NO. 2 WAS FOUND UNDISTURBED.  IT IS ESE OF
 BN0727'STATION, SET ABOUT 3 FEET W OF EAST RIGHT-OF-WAY FENCE LINE.
 BN0727'
 BN0727'A NEW REFERENCE MARK WAS ESTABLISHED.
 BN0727'IT IS SW OF STATION, ALONG THE WEST RIGHT-OF-WAY
 BN0727'FENCE LINE.  THE DISK IS STAMPED MALOCH NO 3 1944.
 BN0727'
 BN0727'THE AZIMUTH MARK WAS NOT FOUND, BUT NO DOUBT STILL EXISTS.
 BN0727'IT IS IN AN AREA WHICH HAS BEEN SCATTERED WITH FEED.
 BN0727'
 BN0727'STATION IS REACHED FROM THE S ENTRANCE OF THE COURTHOUSE
 BN0727'IN BRADY, BY GOING S ON U.S. HIGHWAY 385, FOR 14.7 MILES,
 BN0727'OR 4.55 MILES PAST STEEL BRIDGE OVER SAN SABA RIVER TO
 BN0727'MASON-MC CULLOCH COUNTY LINE AND STATION ON THE RIGHT SIDE
 BN0727'OF ROAD.
 BN0727
 BN0727                          STATION RECOVERY (1955)
 BN0727
 BN0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CH)
 BN0727'STATION MARKER UNEARTHED AND LYING NEAR CORRECT LOCATION.
 BN0727
 BN0727                          STATION RECOVERY (1958)
 BN0727
 BN0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 BN0727'NO SIGN OF STATION OR REFERENCES AT SITE.  THE 44 FEET FROM
 BN0727'CENTERLINE OF HIGHWAY TO STATION IS NOW IN DITCH OF HIGHWAY.
 BN0727'IT IS VIRTUALLY CERTAIN THAT STATION AND REFERENCES WERE
 BN0727'DESTROYED BY HIGHWAY RECONSTRUCTION.
 BN0727
 BN0727                          STATION RECOVERY (1969)
 BN0727
 BN0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BN0727'THE UNDERGROUND STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH
 BN0727'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 BN0727'FOUND UPROOTED.  REFERENCE MARK 1 RESET WAS NOT FOUND AND
 BN0727'IS ASSUMED DESTROYED.  A NEW SURFACE STATION MARK WAS SET
 BN0727'ALONG WITH A REFERENCE MARK 4.  A NEW DESCRIPTION FOLLOWS.
 BN0727'
 BN0727'ABOUT 15 MILES SOUTH OF BRADY, 4-1/2 MILES SOUTH OF THE
 BN0727'SAN SABA RIVER, ON THE MASON-MC CULLOCH COUNTY LINE AND ON
 BN0727'THE WEST SIDE OF U.S. HIGHWAY 87 AND 377.  IT IS 104 FEET
 BN0727'NORTH OF THE CENTERLINE OF A FIELD ROAD WEST, 46 FEET WEST
 BN0727'OF THE CENTERLINE OF THE HIGHWAY, 25 FEET EAST OF A FENCE
 BN0727'AND A CONCRETE RIGHT-OF-WAY MARKER, 16 FEET EAST OF A WOODEN
 BN0727'COUNTY LINE POST AND A CONCRETE RIGHT-OF-WAY MARKER, 16
 BN0727'FEET EAST OF A WOODEN COUNTY LINE POST AND A CONCRETE
 BN0727'RIGHT-OF-WAY MARKER AND 1 FOOT EAST OF A METAL WITNESS POST.
 BN0727'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 BN0727'MALOCH 1935 1944 1969.
 BN0727'
 BN0727'TO REACH THE STATION FROM THE COURTHOUSE IN BRADY, GO SOUTH
 BN0727'ON U.S. HIGHWAY 87 AND 377 AND STATE HIGHWAY 71 FOR 1.45 MILES
 BN0727'TO THE JUNCTION OF FARM ROAD 42.  CONTINUE SOUTH ON HIGHWAYS
 BN0727'87, 377, 71 FOR 1.4 MILES TO THE JUNCTION OF STATE HIGHWAY
 BN0727'71.  CONTINUE SOUTH ON HIGHWAY 87 AND 377 FOR 7.1 MILES TO
 BN0727'A METAL BRIDGE OVER THE SAN SABA RIVER.  CONTINUE SOUTH ON
 BN0727'THE HIGHWAY FOR 4.55 MILES TO THE STATION ON THE RIGHT.
 BN0727'
 BN0727'REFERENCE MARK 3 IS 69 FEET WEST OF THE CENTERLINE OF THE
 BN0727'HIGHWAY, 21 FEET NORTHWEST OF A FENCE CORNER, 5 FEET NORTH
 BN0727'OF THE CENTERLINE OF THE FIELD ROAD AND 2 FEET SOUTHEAST
 BN0727'OF A GATE POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 BN0727'MALOCH NO 3 1944.
 BN0727'
 BN0727'REFERENCE MARK 4 IS 64 FEET EAST OF THE CENTERLINE OF THE
 BN0727'HIGHWAY, 36 FEET NORTH OF TELEPHONE POLE 8E18 AND 5 FEET
 BN0727'WEST OF A FENCE.  THE MONUMENT PROJECTS 16 INCHES AND THE
 BN0727'DISK IS STAMPED MALOCH 1935 NO 4 1969.
 BN0727'
 BN0727'THE AZIMUTH MARK IS SET IN A DRILL HOLE IN BEDROCK, ABOUT
 BN0727'200 FEET NORTHEAST OF THE EAST END OF A STONE CORRAL, 105
 BN0727'FEET NORTH OF AN EAST-WEST FENCE, 102 FEET NORTHEAST OF A
 BN0727'CLUMP OF 5 8 INCH WATER OAK TREES, 1 FOOT NORTH OF A METAL
 BN0727'WITNESS POST AND ABOUT 500 FEET NORTHEAST OF A WINDMILL.
 BN0727'THE PROPERTY IS OWNED BY MR. MAURICE KIDD.
 BN0727'
 BN0727'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 BN0727'THE HIGHWAY FOR 0.3 MILE TO A GATE ON THE LEFT.  TURN LEFT
 BN0727'THROUGH THE GATE AND GO WEST FOR 0.3 MILE TO A STONE FENCE
 BN0727'CORNER.  TURN RIGHT ALONG THE WEST SIDE OF THE FENCE AND
 BN0727'GO NORTH FOR 0.15 MILE TO A STONE CORRAL AND THE MARK.
 BN0727'
 BN0727'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BN0727
 BN0727                          STATION RECOVERY (1999)
 BN0727
 BN0727'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0572 ***********************************************************************
 BN0572  DESIGNATION -  MALOCH 1935 1969
 BN0572  PID         -  BN0572
 BN0572  STATE/COUNTY-  TX/MASON
 BN0572  USGS QUAD   -  KATEMCY (1970)
 BN0572
 BN0572                         *CURRENT SURVEY CONTROL
 BN0572  ___________________________________________________________________
 BN0572* NAD 83(1986)-  30 56 28.     (N)    099 16 57.     (W)     SCALED    
 BN0572* NAVD 88     -       533.596  (meters)    1750.64   (feet)  ADJUSTED  
 BN0572  ___________________________________________________________________
 BN0572  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BN0572  DYNAMIC HT  -         532.867 (meters)    1748.25  (feet)  COMP
 BN0572  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 BN0572
 BN0572  VERT ORDER  -  FIRST     CLASS II
 BN0572
 BN0572.The horizontal coordinates were scaled from a topographic map and have
 BN0572.an estimated accuracy of +/- 6 seconds.
 BN0572
 BN0572.The orthometric height was determined by differential leveling
 BN0572.and adjusted by the National Geodetic Survey in June 1991..
 BN0572
 BN0572.The geoid height was determined by GEOID03.
 BN0572
 BN0572.The dynamic height is computed by dividing the NAVD 88
 BN0572.geopotential number by the normal gravity value computed on the
 BN0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0572.degrees latitude (g = 980.6199 gals.).
 BN0572
 BN0572.The modeled gravity was interpolated from observed gravity values.
 BN0572
 BN0572;                    North         East    Units  Estimated Accuracy
 BN0572;SPC TX C     - 3,141,750.      800,410.      MT  (+/- 180 meters Scaled)
 BN0572
 BN0572                          SUPERSEDED SURVEY CONTROL
 BN0572
 BN0572.No superseded survey control is available for this station.
 BN0572
 BN0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV730231(NAD 83)
 BN0572_MARKER: DS = TRIANGULATION STATION DISK
 BN0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0572_SP_SET: CONCRETE POST
 BN0572_STAMPING: MALOCH 1935 1969
 BN0572_MARK LOGO: CGS   
 BN0572_PROJECTION: FLUSH
 BN0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0572+STABILITY: SURFACE MOTION
 BN0572
 BN0572  HISTORY     - Date     Condition        Report By
 BN0572  HISTORY     - 1969     MONUMENTED       CGS
 BN0572  HISTORY     - 1982     GOOD             NGS
 BN0572  HISTORY     - 19960213 GOOD             USPSQD
 BN0572
 BN0572                          STATION DESCRIPTION
 BN0572
 BN0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0572'23.1 KM (14.35 MI) NW FROM MASON.
 BN0572'23.6 KM (14.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0572'IN BRADY, 23.1 KM (14.35 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE
 BN0572'COURTHOUSE IN MASON, SET AT THE MASON, MCCULLOCH COUNTY LINE,
 BN0572'13.7 METERS (45.0 FT) WEST SOUTHWEST OF CENTERLINE OF HIGHWAY,
 BN0572'7.4 METERS (24.5 FT) EAST NORTHEAST OF RIGHT-OF-WAY FENCE, 4.9 METERS
 BN0572'(16.5 FT) EAST NORTHEAST OF 10 FOOT COUNTY LINE MARKER, AND 31.6
 BN0572'(104.0 FT) NORTH NORTHWEST OF CENTER OF FIELD ROAD LEADING WEST.
 BN0572'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 BN0572'THE MARK IS 0.6 M ABOVE HIGHWAY.
 BN0572
 BN0572                          STATION RECOVERY (1996)
 BN0572
 BN0572'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0571 ***********************************************************************
 BN0571  DESIGNATION -  MALOCH RM 3
 BN0571  PID         -  BN0571
 BN0571  STATE/COUNTY-  TX/MASON
 BN0571  USGS QUAD   -  KATEMCY (1970)
 BN0571
 BN0571                         *CURRENT SURVEY CONTROL
 BN0571  ___________________________________________________________________
 BN0571* NAD 83(1986)-  30 56 28.     (N)    099 16 57.     (W)     SCALED    
 BN0571* NAVD 88     -       533.976  (meters)    1751.89   (feet)  ADJUSTED  
 BN0571  ___________________________________________________________________
 BN0571  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BN0571  DYNAMIC HT  -         533.246 (meters)    1749.49  (feet)  COMP
 BN0571  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 BN0571
 BN0571  VERT ORDER  -  FIRST     CLASS II
 BN0571
 BN0571.The horizontal coordinates were scaled from a topographic map and have
 BN0571.an estimated accuracy of +/- 6 seconds.
 BN0571
 BN0571.The orthometric height was determined by differential leveling
 BN0571.and adjusted by the National Geodetic Survey in June 1991..
 BN0571
 BN0571.The geoid height was determined by GEOID03.
 BN0571
 BN0571.The dynamic height is computed by dividing the NAVD 88
 BN0571.geopotential number by the normal gravity value computed on the
 BN0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0571.degrees latitude (g = 980.6199 gals.).
 BN0571
 BN0571.The modeled gravity was interpolated from observed gravity values.
 BN0571
 BN0571;                    North         East    Units  Estimated Accuracy
 BN0571;SPC TX C     - 3,141,750.      800,410.      MT  (+/- 180 meters Scaled)
 BN0571
 BN0571                          SUPERSEDED SURVEY CONTROL
 BN0571
 BN0571.No superseded survey control is available for this station.
 BN0571
 BN0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV730231(NAD 83)
 BN0571_MARKER: DR = REFERENCE MARK DISK
 BN0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0571_SP_SET: CONCRETE POST
 BN0571_STAMPING: MALOCH NO 3 1944
 BN0571_MARK LOGO: CGS   
 BN0571_PROJECTION: PROJECTING 5 CENTIMETERS
 BN0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0571+STABILITY: SURFACE MOTION
 BN0571
 BN0571  HISTORY     - Date     Condition        Report By
 BN0571  HISTORY     - 1944     MONUMENTED       CGS
 BN0571  HISTORY     - 1982     GOOD             NGS
 BN0571  HISTORY     - 19960213 GOOD             USPSQD
 BN0571
 BN0571                          STATION DESCRIPTION
 BN0571
 BN0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0571'23.1 KM (14.35 MI) NW FROM MASON.
 BN0571'23.6 KM (14.70 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0571'IN BRADY, 23.1 KM (14.35 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE
 BN0571'COURTHOUSE IN MASON, SET AT THE MASON, MCCULLOCH COUNTY LINE,
 BN0571'21.3 METERS (70.0 FT) WEST SOUTHWEST OF CENTERLINE OF HIGHWAY,
 BN0571'29.5 METERS (97.0 FT) SOUTH SOUTHEAST OF 10 FOOT COUNTY LINE MARKER,
 BN0571'1.2 METERS (4.0 FT) NORTH NORTHWEST OF CENTER OF FIELD ROAD LEADING
 BN0571'WEST SOUTHWEST, 0.9 METER (3.0 FT) SOUTHEAST OF FENCE GATE POST, AND
 BN0571'30.8 METERS (101.2 FT) SOUTH OF STATION MALOCH.
 BN0571'THE MARK IS 1.0 METERS  SSE FROM A WITNESS POST.
 BN0571'THE MARK IS 0.6 M ABOVE HIGHWAY.
 BN0571
 BN0571                          STATION RECOVERY (1996)
 BN0571
 BN0571'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0573 ***********************************************************************
 BN0573  DESIGNATION -  MALOCH RM 4
 BN0573  PID         -  BN0573
 BN0573  STATE/COUNTY-  TX/MCCULLOCH
 BN0573  USGS QUAD   -  KATEMCY (1970)
 BN0573
 BN0573                         *CURRENT SURVEY CONTROL
 BN0573  ___________________________________________________________________
 BN0573* NAD 83(1986)-  30 56 28.     (N)    099 16 57.     (W)     SCALED    
 BN0573* NAVD 88     -       533.347  (meters)    1749.82   (feet)  ADJUSTED  
 BN0573  ___________________________________________________________________
 BN0573  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BN0573  DYNAMIC HT  -         532.619 (meters)    1747.43  (feet)  COMP
 BN0573  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 BN0573
 BN0573  VERT ORDER  -  FIRST     CLASS II
 BN0573
 BN0573.The horizontal coordinates were scaled from a topographic map and have
 BN0573.an estimated accuracy of +/- 6 seconds.
 BN0573
 BN0573.The orthometric height was determined by differential leveling
 BN0573.and adjusted by the National Geodetic Survey in June 1991..
 BN0573
 BN0573.The geoid height was determined by GEOID03.
 BN0573
 BN0573.The dynamic height is computed by dividing the NAVD 88
 BN0573.geopotential number by the normal gravity value computed on the
 BN0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0573.degrees latitude (g = 980.6199 gals.).
 BN0573
 BN0573.The modeled gravity was interpolated from observed gravity values.
 BN0573
 BN0573;                    North         East    Units  Estimated Accuracy
 BN0573;SPC TX C     - 3,141,750.      800,410.      MT  (+/- 180 meters Scaled)
 BN0573
 BN0573                          SUPERSEDED SURVEY CONTROL
 BN0573
 BN0573.No superseded survey control is available for this station.
 BN0573
 BN0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV730231(NAD 83)
 BN0573_MARKER: DR = REFERENCE MARK DISK
 BN0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0573_SP_SET: CONCRETE POST
 BN0573_STAMPING: MALOCH NO 4 1935 1969
 BN0573_MARK LOGO: CGS   
 BN0573_PROJECTION: PROJECTING 30 CENTIMETERS
 BN0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0573+STABILITY: SURFACE MOTION
 BN0573
 BN0573  HISTORY     - Date     Condition        Report By
 BN0573  HISTORY     - 1969     MONUMENTED       CGS
 BN0573  HISTORY     - 1982     GOOD             NGS
 BN0573
 BN0573                          STATION DESCRIPTION
 BN0573
 BN0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0573'23.1 KM (14.35 MI) NW FROM MASON.
 BN0573'23.6 KM (14.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0573'IN BRADY, 23.1 KM (14.35 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE
 BN0573'COURTHOUSE IN MASON, SET AT THE MASON, MCCULLOCH COUNTY LINE,
 BN0573'33.6 METERS (110.5 FT) EAST NORTHEAST OF STATION MALOCH, 20.1 METERS
 BN0573'(66.0 FT) EAST NORTHEAST OF CENTERLINE OF HIGHWAY, AND 1.3 METERS
 BN0573'(4.5 FT) WEST SOUTHWEST OF RIGHT-OF-WAY FENCE.
 BN0573'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 BN0573'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0558 ***********************************************************************
 BZ0558  DESIGNATION -  MALONE
 BZ0558  PID         -  BZ0558
 BZ0558  STATE/COUNTY-  TX/HILL
 BZ0558  USGS QUAD   -  MALONE (1978)
 BZ0558
 BZ0558                         *CURRENT SURVEY CONTROL
 BZ0558  ___________________________________________________________________
 BZ0558* NAD 83(1993)-  31 55 00.93886(N)    096 53 44.65772(W)     ADJUSTED  
 BZ0558* NAVD 88     -       146.717  (meters)     481.35   (feet)  ADJUSTED  
 BZ0558  ___________________________________________________________________
 BZ0558  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 BZ0558  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BZ0558  DYNAMIC HT  -         146.539 (meters)     480.77  (feet)  COMP
 BZ0558  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 BZ0558
 BZ0558  HORZ ORDER  -  SECOND
 BZ0558  VERT ORDER  -  FIRST     CLASS II
 BZ0558
 BZ0558.The horizontal coordinates were established by classical geodetic methods
 BZ0558.and adjusted by the National Geodetic Survey in February 1996..
 BZ0558
 BZ0558.The orthometric height was determined by differential leveling
 BZ0558.and adjusted by the National Geodetic Survey in June 1991..
 BZ0558
 BZ0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0558
 BZ0558.The geoid height was determined by GEOID03.
 BZ0558
 BZ0558.The dynamic height is computed by dividing the NAVD 88
 BZ0558.geopotential number by the normal gravity value computed on the
 BZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0558.degrees latitude (g = 980.6199 gals.).
 BZ0558
 BZ0558.The modeled gravity was interpolated from observed gravity values.
 BZ0558
 BZ0558;                    North         East     Units Scale Factor Converg.
 BZ0558;SPC TXNC     - 2,028,911.408   751,732.514   MT  1.00006696   +0 52 29.8
 BZ0558;SPC TXNC     - 6,656,520.18  2,466,309.09   sFT  1.00006696   +0 52 29.8
 BZ0558;SPC TX C     - 3,254,488.533 1,025,072.937   MT  1.00000920   +1 46 14.0
 BZ0558;SPC TX C     -10,677,434.46  3,363,093.46   sFT  1.00000920   +1 46 14.0
 BZ0558;UTM  14      - 3,533,159.885   698,957.639   MT  1.00008820   +1 06 46.3
 BZ0558
 BZ0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0558!SPC TXNC     -   0.99998110  x   1.00006696  =   1.00004806
 BZ0558!SPC TX C     -   0.99998110  x   1.00000920  =   0.99999030
 BZ0558!UTM  14      -   0.99998110  x   1.00008820  =   1.00006930
 BZ0558
 BZ0558|---------------------------------------------------------------------|
 BZ0558| PID    Reference Object                     Distance      Geod. Az  |
 BZ0558|                                                           dddmmss.s |
 BZ0558| BZ0560 MALONE RM 2                          42.507 METERS 07224     |
 BZ0558| BZ1239 ABBOTT MUNICIPAL TANK               APPROX.17.0 KM 2575455.0 |
 BZ0558| BZ1243 BYNUM BAPTIST CHURCH STEEPLE        APPROX.12.1 KM 2993951.2 |
 BZ0558| BZ1244 BYNUM WATER TANK                    APPROX.11.9 KM 3004833.9 |
 BZ0558| BZ0557 MALONE AZ MK                                       3012236.6 |
 BZ0558| BZ0559 MALONE RM 1                          33.187 METERS 33206     |
 BZ0558| BZ1435 MALONE MUNICIPAL TANK                58.805 METERS 34654     |
 BZ0558| BZ1436 WALLING SALEM EVAN LUTH CH TWR      APPROX. 3.9 KM 3580120.3 |
 BZ0558|---------------------------------------------------------------------|
 BZ0558
 BZ0558                          SUPERSEDED SURVEY CONTROL
 BZ0558
 BZ0558  NAD 83(1986)-  31 55 00.94708(N)    096 53 44.63799(W) AD(       ) 2
 BZ0558  NAD 27      -  31 55 00.37900(N)    096 53 43.65100(W) AD(       ) 2
 BZ0558  NGVD 29 (??/??/92)  146.700  (m)          481.30   (f) ADJ UNCH    1 2
 BZ0558
 BZ0558.Superseded values are not recommended for survey control.
 BZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0558.See file dsdata.txt to determine how the superseded data were derived.
 BZ0558
 BZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA9895833160(NAD 83)
 BZ0558_MARKER: DS = TRIANGULATION STATION DISK
 BZ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0558_STAMPING: MALONE 1948
 BZ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0558+STABILITY: SURFACE MOTION
 BZ0558
 BZ0558  HISTORY     - Date     Condition        Report By
 BZ0558  HISTORY     - 1948     MONUMENTED       CGS
 BZ0558  HISTORY     - 1952     GOOD             CGS
 BZ0558  HISTORY     - 1952     GOOD             NGS
 BZ0558  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0558  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0558  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0558  HISTORY     - 20031011 GOOD             USPSQD
 BZ0558
 BZ0558                          STATION DESCRIPTION
 BZ0558
 BZ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ0558'LOCATED IN THE VILLAGE OF MALONE AND ON THE RIGHT-OF-WAY OF
 BZ0558'STATE ROUTE 171, AT THE INTERSECTION OF MAIN STREET AND THE
 BZ0558'HIGHWAY.  IT IS 44 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BZ0558'193.24 FEET NORTHWEST OF THE CENTER OF MALONE MUNI. WATER
 BZ0558'TANK, 20.25 FEET WEST OF THE CENTER OF A CROSS MARKED IN THE
 BZ0558'TOP OF A RIGHT-OF-WAY MARKER.  (THIS MARKER HAS A BRONZE PLATE
 BZ0558'ON THE SIDE UPON WHICH IS INSCRIBED, 127-A STA 832-80 LENGTH
 BZ0558'7.407 MI 1940) THE MARK PROJECTS 2 INCHES AND THE DISK IS
 BZ0558'STAMPED MALONE 1948.
 BZ0558'
 BZ0558'REFERENCE MARK NO. 1 IS 108.88 FEET NORTHWEST OF THE STATION,
 BZ0558'68.57 FEET SOUTH OF THE SOUTHEAST LEG OF MALONE MUNI. WATER
 BZ0558'TANK, AND 19 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF AN
 BZ0558'EAST-WEST STREET.  THE MARK PROJECTS 6 INCHES AND THE DISK
 BZ0558'IS STAMPED MALONE NO 1 1948.
 BZ0558'
 BZ0558'REFERENCE MARK NO. 2 IS 139.46 FEET EAST-NORTHEAST OF THE
 BZ0558'STATION, IN THE SOUTHEAST CORNER OF A STREET INTERSECTION OF
 BZ0558'MAIN ST. AND A SIDE STREET, 25 FEET EAST OF THE APPROXIMATE
 BZ0558'CENTER LINE OF MAIN ST. AND 1 FOOT SOUTH OF A TELEPHONE POLE.
 BZ0558'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MALONE
 BZ0558'NO 2 1948.
 BZ0558'
 BZ0558'THE AZIMUTH MARK IS LOCATED 0.2 MILE WEST-NORTHWEST OF THE
 BZ0558'STATION, 46 FEET NORTH OF THE APPROXIMATE CENTER LINE OF STATE
 BZ0558'ROUTE 171, 27 FEET WEST OF THE CENTER LINE OF AN INTERSECTING
 BZ0558'STREET FROM THE NORTH, 3 FEET EAST OF A CONCRETE RIGHT-OF-WAY
 BZ0558'MARKER, AND 1 FOOT NORTHWEST OF A TELEPHONE POLE.  THE MARK
 BZ0558'PROJECTS 6 INCHES AND THE DISK IS STAMPED MALONE 1948.
 BZ0558'
 BZ0558'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 BZ0558'STATE ROUTE 171 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS
 BZ0558'DESCRIBED ABOVE.
 BZ0558'
 BZ0558'A 77 FT. SIGNAL AT ABBOTT IS VISIBLE AT 60 FEET.
 BZ0558'
 BZ0558'A 77 FOOT SIGNAL AT ASH IS VISIBLE AT 30 FEET.
 BZ0558'
 BZ0558'A 90 FOOT SIGNAL AT PECAN IS VISIBLE AT 77 FEET.
 BZ0558'
 BZ0558'A 90 FOOT SIGNAL AT IRENE IS VISIBLE AT 60 FEET.
 BZ0558'
 BZ0558'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BZ0558
 BZ0558                          STATION RECOVERY (1952)
 BZ0558
 BZ0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 BZ0558'AT MALONE, AT THE INTERSECTION OF STATE HIGHWAY 171 AND MAIN
 BZ0558'STREET, 168 FEET SOUTHEAST OF THE SOUTH LEG OF THE WATER TOWER,
 BZ0558'43 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 69 FEET
 BZ0558'NORTHWEST OF THE CENTER LINE OF MAIN STREET, 23.2 FEET WEST
 BZ0558'OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 1.3 FEET SOUTH
 BZ0558'OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN THE
 BZ0558'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 BZ0558'MALONE 1948.
 BZ0558'
 BZ0558'MALONE R.M. 1 IS 108.7 FEET NORTHWEST OF TRIANGULATION STATION
 BZ0558'MALONE 1948, 99 FEET NORTHEAST OF THE CENTER LINE OF STATE
 BZ0558'HIGHWAY 171, 160 FEET NORTHWEST OF THE CENTER LINE OF MAIN
 BZ0558'STREET, 68 FEET SOUTH OF THE SOUTH LEG OF THE WATER TOWER,
 BZ0558'16 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST STREET,
 BZ0558'1.3 FEET SOUTHWEST OF A TELEPHONE POLE, A REFERENCE MARK DISK
 BZ0558'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BZ0558'THE GROUND, STAMPED MALONE NO 1 1948.
 BZ0558'
 BZ0558'MALONE R.M. 2 IS 139.0 FEET NORTHEAST OF TRIANGULATION STATION
 BZ0558'MALONE 1948, 28 FEET SOUTHEAST OF THE CENTER LINE OF MAIN STREET,
 BZ0558'25 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST STREET,
 BZ0558'1.5 FEET SOUTHEAST OF A POWER POLE, A REFERENCE MARK DISK
 BZ0558'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 BZ0558'GROUND, STAMPED MALONE NO 2 1948.
 BZ0558'
 BZ0558'MALONE AZIMUTH 1948 IS 0.2 MILE NORTHWEST OF THE WATER TOWER
 BZ0558'AT MALONE, 0.2 MILE NORTHWEST OF TRIANGULATION STATION MALONE
 BZ0558'1948, 51 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 171,
 BZ0558'29 FEET NORTHWEST OF THE CENTER LINE OF A STREET LEADING
 BZ0558'NORTHEAST, 1.5 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET
 BZ0558'NORTHWEST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN
 BZ0558'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 BZ0558'GROUND, STAMPED MALONE 1948.
 BZ0558
 BZ0558                          STATION RECOVERY (1952)
 BZ0558
 BZ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BZ0558'IN MALONE.
 BZ0558'AT MALONE, AT THE INTERSECTION OF STATE HIGHWAY 171 AND MAIN STREET,
 BZ0558'168 FEET SOUTHEAST OF THE SOUTH LEG OF THE WATER TOWER, 43 FEET
 BZ0558'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 69 FEET NORTHWEST OF THE
 BZ0558'CENTER LINE OF MAIN STREET, 23.2 FEET WEST OF A CONCRETE HIGHWAY RIGHT
 BZ0558'OF WAY MARKER, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BZ0558'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BZ0558
 BZ0558                          STATION RECOVERY (1980)
 BZ0558
 BZ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 BZ0558'NOT RECOVERED.
 BZ0558
 BZ0558                          STATION RECOVERY (1980)
 BZ0558
 BZ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0558'MARK NOT FOUND.
 BZ0558
 BZ0558                          STATION RECOVERY (1999)
 BZ0558
 BZ0558'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0558'MARK NOT FOUND.
 BZ0558
 BZ0558                          STATION RECOVERY (2003)
 BZ0558
 BZ0558'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1694 ***********************************************************************
 BL1694  DESIGNATION -  MALONE
 BL1694  PID         -  BL1694
 BL1694  STATE/COUNTY-  TX/MADISON
 BL1694  USGS QUAD   -  MADISONVILLE (1963)
 BL1694
 BL1694                         *CURRENT SURVEY CONTROL
 BL1694  ___________________________________________________________________
 BL1694* NAD 83(1993)-  30 57 41.55499(N)    095 53 33.33878(W)     ADJUSTED  
 BL1694* NAVD 88     -       103.70   (+/-2cm)     340.2    (feet)  VERTCON   
 BL1694  ___________________________________________________________________
 BL1694  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BL1694  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BL1694
 BL1694  HORZ ORDER  -  FIRST
 BL1694  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1694
 BL1694.The horizontal coordinates were established by classical geodetic methods
 BL1694.and adjusted by the National Geodetic Survey in February 1996..
 BL1694
 BL1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1694.The vertical order pertains to the NGVD 29 superseded value.
 BL1694
 BL1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1694
 BL1694.The geoid height was determined by GEOID03.
 BL1694
 BL1694;                    North         East     Units Scale Factor Converg.
 BL1694;SPC TX C     - 3,152,009.888 1,124,116.890   MT  0.99988198   +2 17 14.1
 BL1694;SPC TX C     -10,341,219.11  3,688,040.16   sFT  0.99988198   +2 17 14.1
 BL1694;UTM  15      - 3,428,930.139   223,689.029   MT  1.00054188   -1 29 20.7
 BL1694
 BL1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1694!SPC TX C     -   0.99998791  x   0.99988198  =   0.99986990
 BL1694!UTM  15      -   0.99998791  x   1.00054188  =   1.00052979
 BL1694
 BL1694|---------------------------------------------------------------------|
 BL1694| PID    Reference Object                     Distance      Geod. Az  |
 BL1694|                                                           dddmmss.s |
 BL1694| BL1695 MALONE RM 1                                        04917     |
 BL1694| BL1693 MALONE AZ MK                                       0642933.3 |
 BL1694| BL1696 MALONE RM 2                                        14802     |
 BL1694| BL2293 MADISONVILLE MADISON CTHSE TWR      APPROX. 2.5 KM 2350723.6 |
 BL1694|---------------------------------------------------------------------|
 BL1694
 BL1694                          SUPERSEDED SURVEY CONTROL
 BL1694
 BL1694  NAD 83(1986)-  30 57 41.56741(N)    095 53 33.31775(W) AD(       ) 1
 BL1694  NAD 27      -  30 57 40.88500(N)    095 53 32.49200(W) AD(       ) 1
 BL1694  NGVD 29 (??/??/92)  103.690  (m)          340.19   (f) ADJ UNCH    2 0
 BL1694
 BL1694.Superseded values are not recommended for survey control.
 BL1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1694.See file dsdata.txt to determine how the superseded data were derived.
 BL1694
 BL1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ2368928930(NAD 83)
 BL1694_MARKER: DB = BENCH MARK DISK
 BL1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1694_STAMPING: MALONE 1935
 BL1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1694+STABILITY: SURFACE MOTION
 BL1694
 BL1694  HISTORY     - Date     Condition        Report By
 BL1694  HISTORY     - 1935     MONUMENTED       CGS
 BL1694  HISTORY     - 1937     GOOD             TXHD
 BL1694  HISTORY     - 1942     GOOD             NGS
 BL1694  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1694
 BL1694                          STATION DESCRIPTION
 BL1694
 BL1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1694'STATION IS 1.5 MILES W OF MADISONVILLE (INTERSECTION OF U.S.
 BL1694'HIGHWAY 75 AND STATE HIGHWAY 21) AND 0.7 MILE E OF THE CITY
 BL1694'LIMITS OF MADISONVILLE, ON LAND OWNED AND OCCUPIED BY W.R.
 BL1694'MALONE.  IT IS ON THE N OF STATE HIGHWAY 21 IN V FORMED BY AN
 BL1694'OLD ROAD AND THE HIGHWAY.  IT IS 235 FEET W OF THE POINT
 BL1694'OF THE V, 21 FEET W OF THE FENCE LINE ON THE N EDGE OF THE
 BL1694'RIGHT-OF-WAY OF THE HIGHWAY, 72 FEET NW OF THE CENTER LINE OF
 BL1694'THE HIGHWAY, 30 FEET SE OF THE FENCE LINE ON THE S EDGE OF THE
 BL1694'RIGHT-OF-WAY OF THE DIRT ROAD.  MARK PROJECTS 8 INCHES.
 BL1694'
 BL1694'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL1694'BRONZE DISKS SET IN CONCRETE.
 BL1694'
 BL1694'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS IN FENCE LINE,
 BL1694'154 FEET W OF THE POINT OF THE V, 58 FEET NW OF THE CENTER
 BL1694'LINE OF THE HIGHWAY, PROJECTS 5 INCHES.  REFERENCE MARK NO. 2
 BL1694'IS SE OF THE STATION.  IT IS ON THE S EDGE OF THE RIGHT-OF-WAY
 BL1694'OF STATE HIGHWAY 21, 1 FOOT NW OF THE RIGHT-OF-WAY FENCE LINE,
 BL1694'44 FEET SE OF THE CENTER LINE OF THE HIGHWAY.  IT PROJECTS
 BL1694'5 INCHES.
 BL1694'
 BL1694'AZIMUTH MARK IS ENE OF THE STATION ON THE S EDGE OF THE
 BL1694'RIGHT-OF-WAY OF STATE HIGHWAY 21, 50 FEET S OF THE CENTER
 BL1694'LINE OF THE ROAD, 15 FEET W OF THE CENTER LINE OF DRIVEWAY
 BL1694'LEADING INTO FIELD, 0.5 FOOT N OF THE RIGHT-OF-WAY FENCE LINE.
 BL1694'IT PROJECTS 5 INCHES.
 BL1694'
 BL1694'A 64-FOOT TOWER WAS USED.
 BL1694'
 BL1694'ALL LIGHTS COME INTO VIEW AT 30 FEET.
 BL1694
 BL1694                          STATION RECOVERY (1937)
 BL1694
 BL1694'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL1694'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  THIS
 BL1694'STATION IS 1.5 MILES E OF MADISONVILLE INSTEAD OF 1.5 MILES
 BL1694'W OF MADISONVILLE.
 BL1694
 BL1694                          STATION RECOVERY (1942)
 BL1694
 BL1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BL1694'1.6 MI NE FROM MADISONVILLE.
 BL1694'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM MADISONVILLE, MADISON
 BL1694'COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTH, 65 FEET WEST OF THE
 BL1694'CENTERLINE OF THE HIGHWAY, AND 55 FEET EAST OF THE CENTERLINE OF THE
 BL1694'SIDE ROAD.  A STANDARD TRIANGULATION-STATION DISK, STAMPED MALONE 1935
 BL1694'AND SET IN THE TOP OF A CONCRETE POST.
 BL1694
 BL1694                          STATION RECOVERY (1996)
 BL1694
 BL1694'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1063 ***********************************************************************
 CD1063  DESIGNATION -  MALONE
 CD1063  PID         -  CD1063
 CD1063  STATE/COUNTY-  TX/HUDSPETH
 CD1063  USGS QUAD   -  SILVER KING CANYON (1972)
 CD1063
 CD1063                         *CURRENT SURVEY CONTROL
 CD1063  ___________________________________________________________________
 CD1063* NAD 83(1993)-  31 14 05.97901(N)    105 32 53.51357(W)     ADJUSTED  
 CD1063* NAVD 88     -      1547.     (meters)    5075.     (feet)  SCALED    
 CD1063  ___________________________________________________________________
 CD1063  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 CD1063  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CD1063
 CD1063  HORZ ORDER  -  FIRST
 CD1063
 CD1063.The horizontal coordinates were established by classical geodetic methods
 CD1063.and adjusted by the National Geodetic Survey in February 1996..
 CD1063
 CD1063.The orthometric height was scaled from a topographic map.
 CD1063
 CD1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1063
 CD1063.The geoid height was determined by GEOID03.
 CD1063
 CD1063;                    North         East     Units Scale Factor Converg.
 CD1063;SPC TX C     - 3,185,499.424   203,420.251   MT  0.99989002   -2 41 09.5
 CD1063;SPC TX C     -10,451,092.69    667,387.94   sFT  0.99989002   -2 41 09.5
 CD1063;UTM  13      - 3,455,775.175   447,794.081   MT  0.99963362   -0 17 03.4
 CD1063
 CD1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1063!SPC TX C     -   0.99976087  x   0.99989002  =   0.99965092
 CD1063!UTM  13      -   0.99976087  x   0.99963362  =   0.99939458
 CD1063
 CD1063:                Primary Azimuth Mark                     Grid Az
 CD1063:SPC TX C     -  SMALL S P RAILROAD WATER TANK            013 53 43.2
 CD1063:UTM  13      -  SMALL S P RAILROAD WATER TANK            011 29 37.1
 CD1063
 CD1063|---------------------------------------------------------------------|
 CD1063| PID    Reference Object                     Distance      Geod. Az  |
 CD1063|                                                           dddmmss.s |
 CD1063| CD1058 SMALL S P RAILROAD WATER TANK       APPROX. 3.6 KM 0111233.7 |
 CD1063| CD0607 MALONE AZ MK                                       0274333.3 |
 CD1063| CH8953 MALONE RM 1                          11.420 METERS 13224     |
 CD1063| CD1040 MOUNTAIN PEAK N OF QUITMAN 2        APPROX. 8.2 KM 1460504.8 |
 CD1063| CH8954 MALONE RM 2                           9.280 METERS 21446     |
 CD1063|---------------------------------------------------------------------|
 CD1063
 CD1063                          SUPERSEDED SURVEY CONTROL
 CD1063
 CD1063  NAD 83(1986)-  31 14 05.98895(N)    105 32 53.50579(W) AD(       ) 1
 CD1063  NAD 27      -  31 14 05.53300(N)    105 32 51.65800(W) AD(       ) 1
 CD1063
 CD1063.Superseded values are not recommended for survey control.
 CD1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1063.See file dsdata.txt to determine how the superseded data were derived.
 CD1063
 CD1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ4779455775(NAD 83)
 CD1063_MARKER: DS = TRIANGULATION STATION DISK
 CD1063_SETTING: 66 = SET IN ROCK OUTCROP
 CD1063
 CD1063  HISTORY     - Date     Condition        Report By
 CD1063  HISTORY     - 1934     MONUMENTED       CGS
 CD1063  HISTORY     - 1945     GOOD             USGS
 CD1063  HISTORY     - 1956     GOOD             CGS
 CD1063
 CD1063                          STATION DESCRIPTION
 CD1063
 CD1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1063'THE STATION IS ABOUT 10 MILES W OF SIERRA BLANCA, AIR LINE,
 CD1063'AND ABOUT 1 MILE, AIR LINE, S OF SOUTHERN PACIFIC-TEXAS AND
 CD1063'PACIFIC MAINTENANCE STATION MALONE.  IT IS ON THE HIGHEST
 CD1063'POINT OF THE FIRST RANGE TO THE S OF THIS LAST NAMED STATION.
 CD1063'
 CD1063'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 CD1063'DRILL HOLES IN OUTCROPPING BEDROCK.
 CD1063'
 CD1063'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT.
 CD1063'IT IS 7.67 METERS (25.2 FEET) SSE OF SE CORNER OF TEXAS AND
 CD1063'PACIFIC SIGNAL POST NO. 7500 (SOUTHERNMOST POST), 77.75 FEET
 CD1063'NW OF NW CORNER OF MALONE SECTION HOUSE, AND 21.25 FEET E OF
 CD1063'NW CORNER OF YARD FENCE AROUND SECTION HOUSE.  THE CONCRETE
 CD1063'POST PROJECTS ABOUT 6 INCHES.
 CD1063'
 CD1063'THE STATION MAY BE REACHED FROM THE MALONE SECTION HOUSE BY
 CD1063'GOING W ALONG THE TRACKS AND THEN GOING S UP THE SIDE OF THE
 CD1063'RIDGE TO THE TOP.  FROM HERE BEAR SE ALONG THE TOP OF THE
 CD1063'RIDGE TO THE HIGHEST POINT AND STATION.  THIS IS ABOUT A
 CD1063'30-MINUTE PACK.
 CD1063'
 CD1063'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CD1063'
 CD1063'WATER AND SUPPLIES MAY BE OBTAINED IN SIERRA BLANCA.
 CD1063'
 CD1063'THE POINTED PEAK IS A NATURAL AZIMUTH IN THE QUITMAN RANGE
 CD1063'OF MOUNTAINS.
 CD1063'
 CD1063'THE WATER TANK IS N OF THE STATION AND NEAR THE SECTION HOUSE
 CD1063'AT SMALL, TEXAS.
 CD1063
 CD1063                          STATION RECOVERY (1945)
 CD1063
 CD1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945 (WCE)
 CD1063'STATION MARK--STANDARD NGS DISK, SET IN ROCK AND STAMPED -MALONE
 CD1063'1934-.
 CD1063
 CD1063                          STATION RECOVERY (1956)
 CD1063
 CD1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CD1063'AZIMUTH MARK IS 8.6 MI. E ALONG THE TEXAS AND NEW ORLEANS
 CD1063'RAILROAD FROM THE SECTION FOREMANS HOUSE AT FINLAY, 229 FT.
 CD1063'E OF MILEPOST 750, 71.3 FT. W OF THE STATION SIGN AT TORCER,
 CD1063'31 FT. S OF THE S RAIL OF THE MAIN TRACK, 59 FT. SE OF THE
 CD1063'CENTER OF A ROAD CROSSING, 25.4 FT. S OF THE SE CORNER OF THE
 CD1063'CONCRETE FOUNDATION OF SEMAPHORE 7500, 77.6 FT. NW OF THE NW
 CD1063'CORNER OF THE SECTION FOREMANS HOUSE AT TORCER, 2 FT. W OF A
 CD1063'WITNESS POST, A REFERENCE-MARK DISK, SET IN THE TOP OF A
 CD1063'CONCRETE POST WHICH PROJECTS 0.5 FT. ABOVE THE GROUND, AND
 CD1063'STAMPED MALONE 1934 AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0607 ***********************************************************************
 CD0607  DESIGNATION -  MALONE AZ MK
 CD0607  PID         -  CD0607
 CD0607  STATE/COUNTY-  TX/HUDSPETH
 CD0607  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0607
 CD0607                         *CURRENT SURVEY CONTROL
 CD0607  ___________________________________________________________________
 CD0607* NAD 83(1986)-  31 14 44.     (N)    105 32 27.     (W)     SCALED    
 CD0607* NAVD 88     -      1299.140  (meters)    4262.26   (feet)  ADJUSTED  
 CD0607  ___________________________________________________________________
 CD0607  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CD0607  DYNAMIC HT  -        1297.086 (meters)    4255.52  (feet)  COMP
 CD0607  MODELED GRAV-     979,014.2   (mgal)                       NAVD 88
 CD0607
 CD0607  VERT ORDER  -  FIRST     CLASS II
 CD0607
 CD0607.The horizontal coordinates were scaled from a topographic map and have
 CD0607.an estimated accuracy of +/- 6 seconds.
 CD0607
 CD0607.The orthometric height was determined by differential leveling
 CD0607.and adjusted by the National Geodetic Survey in June 1991..
 CD0607
 CD0607.The geoid height was determined by GEOID03.
 CD0607
 CD0607.The dynamic height is computed by dividing the NAVD 88
 CD0607.geopotential number by the normal gravity value computed on the
 CD0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0607.degrees latitude (g = 980.6199 gals.).
 CD0607
 CD0607.The modeled gravity was interpolated from observed gravity values.
 CD0607
 CD0607;                    North         East    Units  Estimated Accuracy
 CD0607;SPC TX C     - 3,186,640.      204,180.      MT  (+/- 180 meters Scaled)
 CD0607
 CD0607                          SUPERSEDED SURVEY CONTROL
 CD0607
 CD0607  NGVD 29 (??/??/92) 1298.560  (m)         4260.36   (f) ADJ UNCH    1 2
 CD0607
 CD0607.Superseded values are not recommended for survey control.
 CD0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0607.See file dsdata.txt to determine how the superseded data were derived.
 CD0607
 CD0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ485569(NAD 83)
 CD0607_MARKER: DZ = AZIMUTH MARK DISK
 CD0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0607_STAMPING: MALONE 1934 AZIMUTH
 CD0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0607+STABILITY: SURFACE MOTION
 CD0607
 CD0607  HISTORY     - Date     Condition        Report By
 CD0607  HISTORY     - 1934     MONUMENTED       CGS
 CD0607  HISTORY     - 1956     GOOD             NGS
 CD0607
 CD0607                          STATION DESCRIPTION
 CD0607
 CD0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0607'8.6 MI E FROM FINLAY.
 CD0607'8.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0607'SECTION FORMANS HOUSE AT FINLAY, 229 FEET EAST OF MILEPOST 750, 71.3
 CD0607'FEET WEST OF THE STATION SIGN AT TORCER, 31 FEET SOUTH OF THE SOUTH
 CD0607'RAIL OF THE MAIN TRACK, 59 FEET SOUTHEAST OF THE CENTER OF A ROAD
 CD0607'CROSSING, 25.4 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE
 CD0607'FOUNDATION OF SEMAPHORE 7500, 77.6 FEET NORTHWEST OF THE NORTHWEST
 CD0607'CORNER OF THE SECTION FOREMANS HOUSE AT TORCER, 2 FEET WEST OF A
 CD0607'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CD0607'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0557 ***********************************************************************
 BZ0557  DESIGNATION -  MALONE AZ MK
 BZ0557  PID         -  BZ0557
 BZ0557  STATE/COUNTY-  TX/HILL
 BZ0557  USGS QUAD   -  MALONE (1978)
 BZ0557
 BZ0557                         *CURRENT SURVEY CONTROL
 BZ0557  ___________________________________________________________________
 BZ0557* NAD 83(1986)-  31 55 06.     (N)    096 53 54.     (W)     SCALED    
 BZ0557* NAVD 88     -       148.819  (meters)     488.25   (feet)  ADJUSTED  
 BZ0557  ___________________________________________________________________
 BZ0557  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BZ0557  DYNAMIC HT  -         148.638 (meters)     487.66  (feet)  COMP
 BZ0557  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 BZ0557
 BZ0557  VERT ORDER  -  FIRST     CLASS II
 BZ0557
 BZ0557.The horizontal coordinates were scaled from a topographic map and have
 BZ0557.an estimated accuracy of +/- 6 seconds.
 BZ0557
 BZ0557.The orthometric height was determined by differential leveling
 BZ0557.and adjusted by the National Geodetic Survey in June 1991..
 BZ0557
 BZ0557.The geoid height was determined by GEOID03.
 BZ0557
 BZ0557.The dynamic height is computed by dividing the NAVD 88
 BZ0557.geopotential number by the normal gravity value computed on the
 BZ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0557.degrees latitude (g = 980.6199 gals.).
 BZ0557
 BZ0557.The modeled gravity was interpolated from observed gravity values.
 BZ0557
 BZ0557;                    North         East    Units  Estimated Accuracy
 BZ0557;SPC TXNC     - 2,029,060.      751,490.      MT  (+/- 180 meters Scaled)
 BZ0557
 BZ0557                          SUPERSEDED SURVEY CONTROL
 BZ0557
 BZ0557  NGVD 29 (??/??/92)  148.802  (m)          488.19   (f) ADJ UNCH    1 2
 BZ0557
 BZ0557.Superseded values are not recommended for survey control.
 BZ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0557.See file dsdata.txt to determine how the superseded data were derived.
 BZ0557
 BZ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA987333(NAD 83)
 BZ0557_MARKER: DZ = AZIMUTH MARK DISK
 BZ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0557_STAMPING: MALONE 1948
 BZ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0557+STABILITY: SURFACE MOTION
 BZ0557
 BZ0557  HISTORY     - Date     Condition        Report By
 BZ0557  HISTORY     - 1948     MONUMENTED       CGS
 BZ0557  HISTORY     - 1952     GOOD             NGS
 BZ0557  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0557  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0557  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0557
 BZ0557                          STATION DESCRIPTION
 BZ0557
 BZ0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0557'0.2 MI NW FROM MALONE.
 BZ0557'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 171 FROM THE WATER TOWER AT
 BZ0557'MALONE, AT AN INTERSECTION WITH A STREET LEADING NORTHEAST, 51 FEET
 BZ0557'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTHWEST OF THE
 BZ0557'CENTER LINE OF THE STREET LEADING NORTHEAST, 1.5 FEET NORTHEAST OF A
 BZ0557'TELEPHONE POLE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 BZ0557'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 0.2 MILE
 BZ0557'NORTHWEST OF TRIANGULATION STATION MALONE 1948.
 BZ0557
 BZ0557                          STATION RECOVERY (1980)
 BZ0557
 BZ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0557'MARK NOT FOUND.
 BZ0557
 BZ0557                          STATION RECOVERY (1999)
 BZ0557
 BZ0557'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0557'MARK NOT FOUND.
 BZ0557
 BZ0557                          STATION RECOVERY (2003)
 BZ0557
 BZ0557'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1693 ***********************************************************************
 BL1693  DESIGNATION -  MALONE AZ MK
 BL1693  PID         -  BL1693
 BL1693  STATE/COUNTY-  TX/MADISON
 BL1693  USGS QUAD   -  MADISONVILLE (1963)
 BL1693
 BL1693                         *CURRENT SURVEY CONTROL
 BL1693  ___________________________________________________________________
 BL1693* NAD 83(1986)-  30 57 45.     (N)    095 53 23.     (W)     SCALED    
 BL1693* NAVD 88     -       103.29   (+/-2cm)     338.9    (feet)  VERTCON   
 BL1693  ___________________________________________________________________
 BL1693  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BL1693
 BL1693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1693
 BL1693.The horizontal coordinates were scaled from a topographic map and have
 BL1693.an estimated accuracy of +/- 6 seconds.
 BL1693
 BL1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1693.The vertical order pertains to the NGVD 29 superseded value.
 BL1693
 BL1693.The geoid height was determined by GEOID03.
 BL1693
 BL1693;                    North         East    Units  Estimated Accuracy
 BL1693;SPC TX C     - 3,152,130.    1,124,390.      MT  (+/- 180 meters Scaled)
 BL1693
 BL1693                          SUPERSEDED SURVEY CONTROL
 BL1693
 BL1693  NGVD 29 (??/??/92)  103.280  (m)          338.84   (f) ADJ UNCH    2 0
 BL1693
 BL1693.Superseded values are not recommended for survey control.
 BL1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1693.See file dsdata.txt to determine how the superseded data were derived.
 BL1693
 BL1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ239290(NAD 83)
 BL1693_MARKER: DZ = AZIMUTH MARK DISK
 BL1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1693_STAMPING: MALONE AZIMUTH MARK 1935
 BL1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1693+STABILITY: SURFACE MOTION
 BL1693
 BL1693  HISTORY     - Date     Condition        Report By
 BL1693  HISTORY     - 1935     MONUMENTED       CGS
 BL1693  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1693
 BL1693                          STATION DESCRIPTION
 BL1693
 BL1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL1693'1.7 MI NE FROM MADISONVILLE.
 BL1693'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM MADISONVILLE, MADISON
 BL1693'COUNTY, 0.15 MILE NORTH OF TRIANGULATION STATION MALONE, DESCRIBED
 BL1693'BELOW, 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 7 FEET SOUTH
 BL1693'OF A GATE TO A ROAD LEADING INTO A FIELD.  A STANDARD REFERENCE-MARK
 BL1693'DISK, STAMPED MALONE AZIMUTH MARK 1935 AND SET IN THE TOP OF A
 BL1693'CONCRETE POST.
 BL1693
 BL1693                          STATION RECOVERY (1996)
 BL1693
 BL1693'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1435 ***********************************************************************
 BZ1435  DESIGNATION -  MALONE MUNICIPAL TANK
 BZ1435  PID         -  BZ1435
 BZ1435  STATE/COUNTY-  TX/HILL
 BZ1435  USGS QUAD   -  MALONE (1978)
 BZ1435
 BZ1435                         *CURRENT SURVEY CONTROL
 BZ1435  ___________________________________________________________________
 BZ1435* NAD 83(1993)-  31 55 02.79835(N)    096 53 45.16504(W)     ADJUSTED  
 BZ1435* NAVD 88     -                                                        
 BZ1435  ___________________________________________________________________
 BZ1435  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 BZ1435  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BZ1435
 BZ1435  HORZ ORDER  -  THIRD
 BZ1435
 BZ1435.The horizontal coordinates were established by classical geodetic methods
 BZ1435.and adjusted by the National Geodetic Survey in February 1996..
 BZ1435
 BZ1435
 BZ1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1435
 BZ1435.The geoid height was determined by GEOID03.
 BZ1435
 BZ1435;                    North         East     Units Scale Factor Converg.
 BZ1435;SPC TXNC     - 2,028,968.477   751,718.312   MT  1.00006678   +0 52 29.6
 BZ1435;SPC TXNC     - 6,656,707.41  2,466,262.50   sFT  1.00006678   +0 52 29.6
 BZ1435;SPC TX C     - 3,254,545.370 1,025,057.845   MT  1.00000934   +1 46 13.8
 BZ1435;SPC TX C     -10,677,620.93  3,363,043.95   sFT  1.00000934   +1 46 13.8
 BZ1435;UTM  14      - 3,533,216.895   698,943.200   MT  1.00008813   +1 06 46.1
 BZ1435
 BZ1435                          SUPERSEDED SURVEY CONTROL
 BZ1435
 BZ1435  NAD 83(1986)-  31 55 02.80639(N)    096 53 45.14611(W) AD(       ) 4
 BZ1435  NAD 27      -  31 55 02.24000(N)    096 53 44.15800(W) AD(       ) 3
 BZ1435
 BZ1435.Superseded values are not recommended for survey control.
 BZ1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1435.See file dsdata.txt to determine how the superseded data were derived.
 BZ1435
 BZ1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA9894333217(NAD 83)
 BZ1435_MARKER: 53 = ELEVATED TANK
 BZ1435
 BZ1435  HISTORY     - Date     Condition        Report By
 BZ1435  HISTORY     - 1948     FIRST OBSERVED   CGS
 BZ1435  HISTORY     - 19990220 GOOD             USPSQD
 BZ1435  HISTORY     - 20031011 GOOD             USPSQD
 BZ1435
 BZ1435                          STATION DESCRIPTION
 BZ1435
 BZ1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1435'THE STATION IS LOCATED IN THE TOWN OF MALONE ABOUT 100 FEET
 BZ1435'NORTH-NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 171.
 BZ1435'
 BZ1435'THE TANK IS OF STEEL CONSTRUCTION WITH FOUR LEGS WHICH ARE
 BZ1435'40 FEET APART AT THE BASE, AND 150 FEET HIGH.  THE TANK IS
 BZ1435'PAINTED SILVER AND THE LEGS ARE PAINTED BLACK.  THE LETTERS,
 BZ1435'MALONE, ARE PAINTED ON THE TANK IN BLACK LETTERS.
 BZ1435'
 BZ1435'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 BZ1435
 BZ1435                          STATION RECOVERY (1999)
 BZ1435
 BZ1435'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1435'RECOVERED IN GOOD CONDITION.
 BZ1435
 BZ1435                          STATION RECOVERY (2003)
 BZ1435
 BZ1435'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0559 ***********************************************************************
 BZ0559  DESIGNATION -  MALONE RM 1
 BZ0559  PID         -  BZ0559
 BZ0559  STATE/COUNTY-  TX/HILL
 BZ0559  USGS QUAD   -  MALONE (1978)
 BZ0559
 BZ0559                         *CURRENT SURVEY CONTROL
 BZ0559  ___________________________________________________________________
 BZ0559* NAD 83(1986)-  31 55 01.     (N)    096 53 44.     (W)     SCALED    
 BZ0559* NAVD 88     -       146.948  (meters)     482.11   (feet)  ADJUSTED  
 BZ0559  ___________________________________________________________________
 BZ0559  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BZ0559  DYNAMIC HT  -         146.770 (meters)     481.53  (feet)  COMP
 BZ0559  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 BZ0559
 BZ0559  VERT ORDER  -  FIRST     CLASS II
 BZ0559
 BZ0559.The horizontal coordinates were scaled from a topographic map and have
 BZ0559.an estimated accuracy of +/- 6 seconds.
 BZ0559
 BZ0559.The orthometric height was determined by differential leveling
 BZ0559.and adjusted by the National Geodetic Survey in June 1991..
 BZ0559
 BZ0559.The geoid height was determined by GEOID03.
 BZ0559
 BZ0559.The dynamic height is computed by dividing the NAVD 88
 BZ0559.geopotential number by the normal gravity value computed on the
 BZ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0559.degrees latitude (g = 980.6199 gals.).
 BZ0559
 BZ0559.The modeled gravity was interpolated from observed gravity values.
 BZ0559
 BZ0559;                    North         East    Units  Estimated Accuracy
 BZ0559;SPC TXNC     - 2,028,910.      751,750.      MT  (+/- 180 meters Scaled)
 BZ0559
 BZ0559                          SUPERSEDED SURVEY CONTROL
 BZ0559
 BZ0559  NGVD 29 (??/??/92)  146.931  (m)          482.06   (f) ADJ UNCH    1 2
 BZ0559
 BZ0559.Superseded values are not recommended for survey control.
 BZ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0559.See file dsdata.txt to determine how the superseded data were derived.
 BZ0559
 BZ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA989331(NAD 83)
 BZ0559_MARKER: DR = REFERENCE MARK DISK
 BZ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0559_STAMPING: MALONE NO 1 1948
 BZ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0559+STABILITY: SURFACE MOTION
 BZ0559
 BZ0559  HISTORY     - Date     Condition        Report By
 BZ0559  HISTORY     - 1948     MONUMENTED       CGS
 BZ0559  HISTORY     - 1952     GOOD             NGS
 BZ0559  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0559  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0559  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0559
 BZ0559                          STATION DESCRIPTION
 BZ0559
 BZ0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0559'IN MALONE.
 BZ0559'AT MALONE, 108.7 FEET NORTHWEST OF TRIANGULATION STATION MALONE 1948,
 BZ0559'99 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 171, 150 FEET
 BZ0559'NORTHWEST OF THE CENTER LINE OF MAIN STREET, 68 FEET SOUTH OF THE
 BZ0559'SOUTH LEG OF THE WATER TOWER, 16 FEET SOUTH OF THE CENTER LINE OF AN
 BZ0559'EAST AND WEST STREET, 1.3 FEET SOUTHWEST OF A TELEPHONE POLE, SET IN
 BZ0559'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BZ0559
 BZ0559                          STATION RECOVERY (1980)
 BZ0559
 BZ0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0559'MARK NOT FOUND.
 BZ0559
 BZ0559                          STATION RECOVERY (1999)
 BZ0559
 BZ0559'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0559'MARK NOT FOUND.
 BZ0559
 BZ0559                          STATION RECOVERY (2003)
 BZ0559
 BZ0559'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1695 ***********************************************************************
 BL1695  DESIGNATION -  MALONE RM 1
 BL1695  PID         -  BL1695
 BL1695  STATE/COUNTY-  TX/MADISON
 BL1695  USGS QUAD   -  MADISONVILLE (1963)
 BL1695
 BL1695                         *CURRENT SURVEY CONTROL
 BL1695  ___________________________________________________________________
 BL1695* NAD 83(1986)-  30 57 41.     (N)    095 53 33.     (W)     SCALED    
 BL1695* NAVD 88     -       103.50   (+/-2cm)     339.6    (feet)  VERTCON   
 BL1695  ___________________________________________________________________
 BL1695  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BL1695
 BL1695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1695
 BL1695.The horizontal coordinates were scaled from a topographic map and have
 BL1695.an estimated accuracy of +/- 6 seconds.
 BL1695
 BL1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1695.The vertical order pertains to the NGVD 29 superseded value.
 BL1695
 BL1695.The geoid height was determined by GEOID03.
 BL1695
 BL1695;                    North         East    Units  Estimated Accuracy
 BL1695;SPC TX C     - 3,151,990.    1,124,130.      MT  (+/- 180 meters Scaled)
 BL1695
 BL1695                          SUPERSEDED SURVEY CONTROL
 BL1695
 BL1695  NGVD 29 (??/??/92)  103.489  (m)          339.53   (f) ADJ UNCH    2 0
 BL1695
 BL1695.Superseded values are not recommended for survey control.
 BL1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1695.See file dsdata.txt to determine how the superseded data were derived.
 BL1695
 BL1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ236289(NAD 83)
 BL1695_MARKER: DR = REFERENCE MARK DISK
 BL1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1695_STAMPING: MALONE REF MARK NO 1 1935
 BL1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1695+STABILITY: SURFACE MOTION
 BL1695
 BL1695  HISTORY     - Date     Condition        Report By
 BL1695  HISTORY     - 1935     MONUMENTED       CGS
 BL1695  HISTORY     - 1942     GOOD             NGS
 BL1695  HISTORY     - 19960601 GOOD             USPSQD
 BL1695
 BL1695                          STATION DESCRIPTION
 BL1695
 BL1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BL1695'IN MADISONVILLE.
 BL1695'80 FEET NORTH OF TRIANGULATION STATION MALONE, DESCRIBED ABOVE, 46
 BL1695'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 35 FEET EAST OF THE
 BL1695'CENTERLINE OF THE SIDE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED
 BL1695'MALONE REF MARK NO 1 1935 AND SET IN THE TOP OF A CONCRETE POST
 BL1695
 BL1695                          STATION RECOVERY (1996)
 BL1695
 BL1695'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0560 ***********************************************************************
 BZ0560  DESIGNATION -  MALONE RM 2
 BZ0560  PID         -  BZ0560
 BZ0560  STATE/COUNTY-  TX/HILL
 BZ0560  USGS QUAD   -  MALONE (1978)
 BZ0560
 BZ0560                         *CURRENT SURVEY CONTROL
 BZ0560  ___________________________________________________________________
 BZ0560* NAD 83(1986)-  31 55 01.     (N)    096 53 44.     (W)     SCALED    
 BZ0560* NAVD 88     -       146.971  (meters)     482.19   (feet)  ADJUSTED  
 BZ0560  ___________________________________________________________________
 BZ0560  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BZ0560  DYNAMIC HT  -         146.793 (meters)     481.60  (feet)  COMP
 BZ0560  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 BZ0560
 BZ0560  VERT ORDER  -  FIRST     CLASS II
 BZ0560
 BZ0560.The horizontal coordinates were scaled from a topographic map and have
 BZ0560.an estimated accuracy of +/- 6 seconds.
 BZ0560
 BZ0560.The orthometric height was determined by differential leveling
 BZ0560.and adjusted by the National Geodetic Survey in June 1991..
 BZ0560
 BZ0560.The geoid height was determined by GEOID03.
 BZ0560
 BZ0560.The dynamic height is computed by dividing the NAVD 88
 BZ0560.geopotential number by the normal gravity value computed on the
 BZ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0560.degrees latitude (g = 980.6199 gals.).
 BZ0560
 BZ0560.The modeled gravity was interpolated from observed gravity values.
 BZ0560
 BZ0560;                    North         East    Units  Estimated Accuracy
 BZ0560;SPC TXNC     - 2,028,910.      751,750.      MT  (+/- 180 meters Scaled)
 BZ0560
 BZ0560                          SUPERSEDED SURVEY CONTROL
 BZ0560
 BZ0560  NGVD 29 (??/??/92)  146.955  (m)          482.13   (f) ADJ UNCH    1 2
 BZ0560
 BZ0560.Superseded values are not recommended for survey control.
 BZ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0560.See file dsdata.txt to determine how the superseded data were derived.
 BZ0560
 BZ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA989331(NAD 83)
 BZ0560_MARKER: DR = REFERENCE MARK DISK
 BZ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0560_STAMPING: MALONE NO 2 1948
 BZ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0560+STABILITY: SURFACE MOTION
 BZ0560
 BZ0560  HISTORY     - Date     Condition        Report By
 BZ0560  HISTORY     - 1948     MONUMENTED       CGS
 BZ0560  HISTORY     - 1952     GOOD             NGS
 BZ0560  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0560  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0560  HISTORY     - 20031011 GOOD             USPSQD
 BZ0560
 BZ0560                          STATION DESCRIPTION
 BZ0560
 BZ0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0560'IN MALONE.
 BZ0560'AT MALONE, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN STREET
 BZ0560'AND AN EAST AND WEST STREET, 139.0 FEET NORTHEAST OF TRIANGULATION.
 BZ0560'STATION MALONE 1948, 28 FEET SOUTHEAST OF THE CENTER LINE OF MAIN
 BZ0560'STREET, 25 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST STREET,
 BZ0560'1.5 FEET SOUTHEAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST
 BZ0560'WHICH IS FLUSH WITH THE GROUND.
 BZ0560
 BZ0560                          STATION RECOVERY (1980)
 BZ0560
 BZ0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0560'MARK NOT FOUND.
 BZ0560
 BZ0560                          STATION RECOVERY (1999)
 BZ0560
 BZ0560'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0560'MARK NOT FOUND.
 BZ0560
 BZ0560                          STATION RECOVERY (2003)
 BZ0560
 BZ0560'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1696 ***********************************************************************
 BL1696  DESIGNATION -  MALONE RM 2
 BL1696  PID         -  BL1696
 BL1696  STATE/COUNTY-  TX/MADISON
 BL1696  USGS QUAD   -  MADISONVILLE (1963)
 BL1696
 BL1696                         *CURRENT SURVEY CONTROL
 BL1696  ___________________________________________________________________
 BL1696* NAD 83(1986)-  30 57 40.     (N)    095 53 32.     (W)     SCALED    
 BL1696* NAVD 88     -       103.18   (+/-2cm)     338.5    (feet)  VERTCON   
 BL1696  ___________________________________________________________________
 BL1696  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BL1696
 BL1696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1696
 BL1696.The horizontal coordinates were scaled from a topographic map and have
 BL1696.an estimated accuracy of +/- 6 seconds.
 BL1696
 BL1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1696.The vertical order pertains to the NGVD 29 superseded value.
 BL1696
 BL1696.The geoid height was determined by GEOID03.
 BL1696
 BL1696;                    North         East    Units  Estimated Accuracy
 BL1696;SPC TX C     - 3,151,960.    1,124,150.      MT  (+/- 180 meters Scaled)
 BL1696
 BL1696                          SUPERSEDED SURVEY CONTROL
 BL1696
 BL1696  NGVD 29 (??/??/92)  103.168  (m)          338.48   (f) ADJ UNCH    2 0
 BL1696
 BL1696.Superseded values are not recommended for survey control.
 BL1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1696.See file dsdata.txt to determine how the superseded data were derived.
 BL1696
 BL1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ237288(NAD 83)
 BL1696_MARKER: DR = REFERENCE MARK DISK
 BL1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1696_STAMPING: MALONE REF MARK NO 2 1935
 BL1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1696+STABILITY: SURFACE MOTION
 BL1696
 BL1696  HISTORY     - Date     Condition        Report By
 BL1696  HISTORY     - 1935     MONUMENTED       CGS
 BL1696  HISTORY     - 1942     GOOD             NGS
 BL1696  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1696
 BL1696                          STATION DESCRIPTION
 BL1696
 BL1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BL1696'IN MADISONVILLE.
 BL1696'125 FEET SOUTHEAST OF TRIANGULATION STATION MALONE DESCRIBED ABOVE,
 BL1696'AND 45 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 BL1696'REFERENCE-MARK DISK, STAMPED MALONE REF MARK NO 2 1935 AND SET IN THE
 BL1696'TOP OF A CONCRETE POST.
 BL1696
 BL1696                          STATION RECOVERY (1996)
 BL1696
 BL1696'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5279 ***********************************************************************
 AH5279  DESIGNATION -  MALONEY ET
 AH5279  PID         -  AH5279
 AH5279  STATE/COUNTY-  TX/HOOD
 AH5279  USGS QUAD   -  ACTON (1979)
 AH5279
 AH5279                         *CURRENT SURVEY CONTROL
 AH5279  ___________________________________________________________________
 AH5279* NAD 83(1993)-  32 25 58.83084(N)    097 44 17.12823(W)     ADJUSTED  
 AH5279* NAVD 88     -       252.6    (meters)     829.     (feet)  VERTCON   
 AH5279  ___________________________________________________________________
 AH5279  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AH5279  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AH5279
 AH5279  HORZ ORDER  -  THIRD
 AH5279
 AH5279.The horizontal coordinates were established by classical geodetic methods
 AH5279.and adjusted by the National Geodetic Survey in July 1998..
 AH5279
 AH5279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5279
 AH5279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5279
 AH5279.The geoid height was determined by GEOID03.
 AH5279
 AH5279;                    North         East     Units Scale Factor Converg.
 AH5279;SPC TXNC     - 2,085,240.381   671,649.145   MT  0.99993049   +0 24 55.9
 AH5279;SPC TXNC     - 6,841,326.15  2,203,568.90   sFT  0.99993049   +0 24 55.9
 AH5279;UTM  14      - 3,589,133.795   618,634.570   MT  0.99977355   +0 40 36.7
 AH5279
 AH5279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5279!SPC TXNC     -   0.99996475  x   0.99993049  =   0.99989525
 AH5279!UTM  14      -   0.99996475  x   0.99977355  =   0.99973831
 AH5279
 AH5279                          SUPERSEDED SURVEY CONTROL
 AH5279
 AH5279  NGVD 29 (07/28/98)  252.6    (m)          829.     (f) VERT ANG       
 AH5279
 AH5279.Superseded values are not recommended for survey control.
 AH5279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5279.See file dsdata.txt to determine how the superseded data were derived.
 AH5279
 AH5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1863589134(NAD 83)
 AH5279_MARKER: DS = TRIANGULATION STATION DISK
 AH5279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5279_PROJECTION: FLUSH
 AH5279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5279+STABILITY: SURFACE MOTION
 AH5279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5279+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AH5279
 AH5279  HISTORY     - Date     Condition        Report By
 AH5279  HISTORY     - 1959     MONUMENTED       USGS
 AH5279  HISTORY     - 20041023 GOOD             USPSQD
 AH5279  HISTORY     - 20051119 GOOD             USPSQD
 AH5279
 AH5279                          STATION DESCRIPTION
 AH5279
 AH5279'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5279'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 3 MI. E. AND 0.5 MI.
 AH5279'S. OF GRANBURY, 0.3 MI. S. OF FARM ROAD 208.
 AH5279'TO REACH THE STATION FROM THE SW. CORNER OF THE COURTHOUSE SQUARE
 AH5279'(TRAFFIC LIGHT), GO E. 1.9 MI. ON U.S. HIGHWAY 377 TO JUNCTION WITH
 AH5279'F.M. ROAD 208, TURN RIGHT FOR 1.2 MI. AND T-RD. S., TURN RIGHT FOR 0.3
 AH5279'MI. TO HILL TOP AND THE STATION 28 FT. ON THE RIGHT, 2.5 FT. W. OF THE
 AH5279'RIGHT-OF-WAY FENCE LINE.
 AH5279'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.3
 AH5279'FT., STAMPED---MALONEY-ET 1959---.
 AH5279
 AH5279                          STATION RECOVERY (2004)
 AH5279
 AH5279'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 AH5279'FARM ROAD 208 IS NOT MARKED DAVIS RD
 AH5279
 AH5279                          STATION RECOVERY (2005)
 AH5279
 AH5279'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 AH5279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1251 ***********************************************************************
 DM1251  DESIGNATION -  MALTA
 DM1251  PID         -  DM1251
 DM1251  STATE/COUNTY-  TX/BOWIE
 DM1251  USGS QUAD   -  MALTA (1975)
 DM1251
 DM1251                         *CURRENT SURVEY CONTROL
 DM1251  ___________________________________________________________________
 DM1251* NAD 83(1993)-  33 29 17.97085(N)    094 31 18.67170(W)     ADJUSTED  
 DM1251* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 DM1251  ___________________________________________________________________
 DM1251  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DM1251  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM1251
 DM1251  HORZ ORDER  -  THIRD
 DM1251
 DM1251.The horizontal coordinates were established by classical geodetic methods
 DM1251.and adjusted by the National Geodetic Survey in February 1996..
 DM1251
 DM1251.The orthometric height was scaled from a topographic map.
 DM1251
 DM1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1251
 DM1251.The geoid height was determined by GEOID03.
 DM1251
 DM1251;                    North         East     Units Scale Factor Converg.
 DM1251;SPC TXNC     - 2,209,004.532   969,584.400   MT  0.99990158   +2 10 10.8
 DM1251;SPC TXNC     - 7,247,375.70  3,181,044.82   sFT  0.99990158   +2 10 10.8
 DM1251;UTM  15      - 3,706,461.034   358,616.563   MT  0.99984644   -0 50 23.5
 DM1251
 DM1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1251!SPC TXNC     -   0.99998476  x   0.99990158  =   0.99988634
 DM1251!UTM  15      -   0.99998476  x   0.99984644  =   0.99983120
 DM1251
 DM1251:                Primary Azimuth Mark                     Grid Az
 DM1251:SPC TXNC     -  NEW BOSTON MUNICIPAL TANK                102 29 17.0
 DM1251:UTM  15      -  NEW BOSTON MUNICIPAL TANK                105 29 51.3
 DM1251
 DM1251|---------------------------------------------------------------------|
 DM1251| PID    Reference Object                     Distance      Geod. Az  |
 DM1251|                                                           dddmmss.s |
 DM1251| DM1247 NEW BOSTON MUNICIPAL TANK           APPROX.10.3 KM 1043927.8 |
 DM1251| CX6709 MALTA AZ MK                                        1153505.6 |
 DM1251| CX6710 MALTA RM 1                           40.370 METERS 11856     |
 DM1251| DM0324 103                                  48.299 METERS 17750     |
 DM1251| DM1291 DE KALB MUNICIPAL TANK              APPROX. 9.0 KM 2852219.8 |
 DM1251| CX6711 MALTA RM 2                           31.320 METERS 32634     |
 DM1251|---------------------------------------------------------------------|
 DM1251
 DM1251                          SUPERSEDED SURVEY CONTROL
 DM1251
 DM1251  NAD 83(1993)-  33 29 17.97229(N)    094 31 18.66878(W) AD(       ) 3
 DM1251  NAD 83(1986)-  33 29 17.97468(N)    094 31 18.66017(W) AD(       ) 3
 DM1251  NAD 27      -  33 29 17.55600(N)    094 31 17.92300(W) AD(       ) 3
 DM1251
 DM1251.Superseded values are not recommended for survey control.
 DM1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1251.See file dsdata.txt to determine how the superseded data were derived.
 DM1251
 DM1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5861706461(NAD 83)
 DM1251_MARKER: DS = TRIANGULATION STATION DISK
 DM1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1251
 DM1251  HISTORY     - Date     Condition        Report By
 DM1251  HISTORY     - 1952     MONUMENTED       CGS
 DM1251  HISTORY     - 1956     GOOD             CGS
 DM1251  HISTORY     - 1961     MARK NOT FOUND   TXHD
 DM1251  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1251
 DM1251                          STATION DESCRIPTION
 DM1251
 DM1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1251'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF NEW
 DM1251'BOSTON AND AT THE SMALL VILLAGE OF MALTA AND IN THE SOUTHWEST
 DM1251'CORNER OF THE MALTA PUBLIC SCHOOL GROUNDS.  IT IS 117 FEET
 DM1251'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE, 82.5
 DM1251'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 82, AND 23 FEET
 DM1251'NORTH OF A LINE OF WHITE CONCRETE POSTS ALONG SOUTH SIDE OF
 DM1251'THE SCHOOL YARD.  THE MARK IS SET FLUSH WITH THE SURFACE
 DM1251'OF THE GROUND AND THE DISK IS STAMPED MALTA 1952.
 DM1251'
 DM1251'REFERENCE MARK NO. 1 IS 134.5 FEET SOUTH OF THE SOUTHEAST
 DM1251'CORNER OF THE SCHOOLHOUSE, 60 FEET NORTH OF THE CENTERLINE
 DM1251'OF THE HIGHWAY AND 29 FEET WEST OF A POWER POLE.  THE MARK
 DM1251'PROJECTS 4 INCHES AND THE DISK IS STAMPED MALTA NO 1 1952.
 DM1251'
 DM1251'REFERENCE MARK NO. 2 IS 127 FEET WEST OF THE SOUTHWEST CORNER
 DM1251'OF THE SCHOOL HOUSE, 26 FEET WEST OF A POWER POLE AND 19 FEET
 DM1251'EAST OF THE CENTER OF A DIRT ROAD.  THE MARK PROJECTS 4
 DM1251'INCHES AND THE DISK IS STAMPED MALTA NO 2 1952.
 DM1251'
 DM1251'THE AZIMUTH MARK IS 71 FEET SOUTH OF THE CENTERLINE OF U.S.
 DM1251'HIGHWAY 82, 58 FEET WEST OF THE CENTER OF A DIRT ROAD, 11
 DM1251'FEET WEST OF A TELEPHONE POLE AND 2.5 FEET WEST OF A WITNESS
 DM1251'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DM1251'MALTA 1952.
 DM1251'
 DM1251'STA. 103 1908 (USGS) IS 72 FEET WEST OF A TELEPHONE POLE, 64.5
 DM1251'FEET SOUTH OF THE HIGHWAY, 61.5 FEET EAST OF THE CENTER OF A DIRT
 DM1251'ROAD AND 45.5 NORTH OF THE NORTH RAIL OF A RAIL ROAD.  THE
 DM1251'MARK IS AN IRON PIPE 4 INCHES IN DIAMETER, HAS A BRONZE CAP
 DM1251'ON TOP, AND PROJECTS 16 INCHES.  THE CAP ON TOP IS STAMPED
 DM1251'STA 103 1908.  THE ELEVATION IS STAMPED 409 FEET.
 DM1251'
 DM1251'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1251'MALTA TO STA. 103 1908 (USGS) AND THE DISTANCE IS SHOWN ABOVE.
 DM1251'
 DM1251'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN NEW BOSTON,
 DM1251'GO NORTH AND THEN WEST ON U.S. HIGHWAY 82 FOR 5.7 MILES TO
 DM1251'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST
 DM1251'ON THE HIGHWAY FOR 0.3 MILE TO THE MALTA SCHOOLHOUSE AND THE
 DM1251'STATION ON THE RIGHT.
 DM1251'
 DM1251'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DM1251
 DM1251                          STATION RECOVERY (1956)
 DM1251
 DM1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1251'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1251'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1251'FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1251
 DM1251                          STATION RECOVERY (1961)
 DM1251
 DM1251'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1961 (JRN)
 DM1251'R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THIS PARTY
 DM1251'COULD NOT LOCATE THE STATION.  IT WAS PROBABLY UNDERGROUND.
 DM1251
 DM1251                          STATION RECOVERY (1997)
 DM1251
 DM1251'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5280 ***********************************************************************
 AH5280  DESIGNATION -  MAMBRINO ET
 AH5280  PID         -  AH5280
 AH5280  STATE/COUNTY-  TX/HOOD
 AH5280  USGS QUAD   -  ACTON (1979)
 AH5280
 AH5280                         *CURRENT SURVEY CONTROL
 AH5280  ___________________________________________________________________
 AH5280* NAD 83(1993)-  32 22 50.95474(N)    097 44 52.86203(W)     ADJUSTED  
 AH5280* NAVD 88     -       259.9    (meters)     853.     (feet)  VERTCON   
 AH5280  ___________________________________________________________________
 AH5280  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AH5280  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AH5280
 AH5280  HORZ ORDER  -  THIRD
 AH5280
 AH5280.The horizontal coordinates were established by classical geodetic methods
 AH5280.and adjusted by the National Geodetic Survey in July 1998..
 AH5280
 AH5280.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5280
 AH5280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5280
 AH5280.The geoid height was determined by GEOID03.
 AH5280
 AH5280;                    North         East     Units Scale Factor Converg.
 AH5280;SPC TXNC     - 2,079,446.865   670,757.148   MT  0.99994065   +0 24 36.5
 AH5280;SPC TXNC     - 6,822,318.59  2,200,642.41   sFT  0.99994065   +0 24 36.5
 AH5280;UTM  14      - 3,583,337.224   617,769.102   MT  0.99977103   +0 40 14.0
 AH5280
 AH5280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5280!SPC TXNC     -   0.99996360  x   0.99994065  =   0.99990425
 AH5280!UTM  14      -   0.99996360  x   0.99977103  =   0.99973464
 AH5280
 AH5280                          SUPERSEDED SURVEY CONTROL
 AH5280
 AH5280  NGVD 29 (07/28/98)  259.9    (m)          853.     (f) VERT ANG       
 AH5280
 AH5280.Superseded values are not recommended for survey control.
 AH5280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5280.See file dsdata.txt to determine how the superseded data were derived.
 AH5280
 AH5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1776983337(NAD 83)
 AH5280_MARKER: DS = TRIANGULATION STATION DISK
 AH5280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5280_PROJECTION: FLUSH
 AH5280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5280+STABILITY: SURFACE MOTION
 AH5280
 AH5280  HISTORY     - Date     Condition        Report By
 AH5280  HISTORY     - 1959     MONUMENTED       USGS
 AH5280
 AH5280                          STATION DESCRIPTION
 AH5280
 AH5280'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5280'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 4.5 MI. (AIRLINE) S.
 AH5280'AND 2.5 MI. E. OF GRANBURY, ABOUT 0.5 MI. NE. OF THE COMMUNITY OF
 AH5280'MAMBRINO.  ON HILL TOP AT A NW-SE. FENCE LINE.
 AH5280'TO REACH THE STATION FROM GRANBURY, THE SW. CORNER OF THE COURTHOUSE
 AH5280'SQUARE (TRAFFIC LIGHT), GO W. 0.35 MI. ON U.S. HIGHWAY 377 TO JUNCTION
 AH5280'WITH STATE FARM ROAD 51, TURN LEFT AND GO 5.7 MI. TO T-RD. E., TURN
 AH5280'LEFT FOR 1.8 MI. TO T-RD., TURN LEFT FOR 0.1 MI. TO DRIVE RIGHT, TURN
 AH5280'RIGHT 0.05 MI. TO GATE LEFT, PASS THROUGH GATE, PASSING BARNS, FOR
 AH5280'0.25 MI. TO GATE, TURN SHARP RIGHT AND GO 0.35 MI. ALONG THE N. AND W.
 AH5280'SIDE OF FENCE TO TOP AND THE STATION, 18 FT. NW. OF A FIELD LINE, 34
 AH5280'FT. NW. OF A SHORT FIELD LINE E., 56 FT. SW. OF A TREE LINE AND 2 FT.
 AH5280'W. OF THE FENCE LINE.
 AH5280'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.3
 AH5280'FT., STAMPED---MAMBRINO-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0379 ***********************************************************************
 AE0379  DESIGNATION -  MAMIE
 AE0379  PID         -  AE0379
 AE0379  STATE/COUNTY-  TX/HIDALGO
 AE0379  USGS QUAD   -  LA JOYA (1982)
 AE0379
 AE0379                         *CURRENT SURVEY CONTROL
 AE0379  ___________________________________________________________________
 AE0379* NAD 83(1986)-  26 13 04.     (N)    098 22 40.     (W)     SCALED    
 AE0379* NAVD 88     -        43.083  (meters)     141.35   (feet)  ADJUSTED  
 AE0379  ___________________________________________________________________
 AE0379  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0379  DYNAMIC HT  -          43.012 (meters)     141.12  (feet)  COMP
 AE0379  MODELED GRAV-     978,992.0   (mgal)                       NAVD 88
 AE0379
 AE0379  VERT ORDER  -  FIRST     CLASS II
 AE0379
 AE0379.The horizontal coordinates were scaled from a topographic map and have
 AE0379.an estimated accuracy of +/- 6 seconds.
 AE0379
 AE0379.The orthometric height was determined by differential leveling
 AE0379.and adjusted by the National Geodetic Survey in June 1991..
 AE0379
 AE0379.The geoid height was determined by GEOID03.
 AE0379
 AE0379.The dynamic height is computed by dividing the NAVD 88
 AE0379.geopotential number by the normal gravity value computed on the
 AE0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0379.degrees latitude (g = 980.6199 gals.).
 AE0379
 AE0379.The modeled gravity was interpolated from observed gravity values.
 AE0379
 AE0379;                    North         East    Units  Estimated Accuracy
 AE0379;SPC TX S     - 5,061,070.      312,210.      MT  (+/- 180 meters Scaled)
 AE0379
 AE0379                          SUPERSEDED SURVEY CONTROL
 AE0379
 AE0379  NGVD 29 (??/??/92)   43.166  (m)          141.62   (f) ADJ UNCH    1 2
 AE0379
 AE0379.Superseded values are not recommended for survey control.
 AE0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0379.See file dsdata.txt to determine how the superseded data were derived.
 AE0379
 AE0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP621999(NAD 83)
 AE0379_MARKER: DS = TRIANGULATION STATION DISK
 AE0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0379_STAMPING: MAMIE 1917 141.50
 AE0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0379+STABILITY: SURFACE MOTION
 AE0379
 AE0379  HISTORY     - Date     Condition        Report By
 AE0379  HISTORY     - 1917     MONUMENTED       CGS
 AE0379  HISTORY     - 1943     GOOD             NGS
 AE0379  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0379  HISTORY     - 1983     GOOD             USPSQD
 AE0379
 AE0379                          STATION DESCRIPTION
 AE0379
 AE0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0379'3.7 MI W FROM MISSION.
 AE0379'TRIANGULATION STATION IS 3.4 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AE0379'RAILROAD FROM THE STATION AT MISSION, THENCE 0.3 MILE SOUTHERLY ALONG
 AE0379'A DIRT ROAD TO A GROUP OF SMALL HOUSES.  STATION IS IN THE NORTHEAST
 AE0379'CORNER OF THE YARD AROUND THE HOUSES, 37.2 FEET SOUTH OF A VERTICAL
 AE0379'IRRIGATION WEIR, 17.7 FEET NORTHEAST OF A 1 1/2-FOOT EBONY TREE, 9.5
 AE0379'FEET WEST OF A WOVEN WIRE FENCE LINE, 2.5 FEET EAST OF A 4X4-INCH
 AE0379'WOODEN MARKER POST AND ON THE WEST BANK OF AN IRRIGATION HEAD-DITCH. A
 AE0379'TRIANGULATION STATION DISK SET IN CONCRETE POST FLUSH WITH THE SURFACE
 AE0379'OF THE GROUND.
 AE0379
 AE0379                          STATION RECOVERY (1981)
 AE0379
 AE0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0379'MARK NOT RECOVERED, BELIEVED DESTROYED DUE TO ROAD IMPROVEMENT.
 AE0379
 AE0379                          STATION RECOVERY (1983)
 AE0379
 AE0379'RECOVERY NOTE BY US POWER SQUADRON 1983
 AE0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0382 ***********************************************************************
 AE0382  DESIGNATION -  MAMIE 2
 AE0382  PID         -  AE0382
 AE0382  STATE/COUNTY-  TX/HIDALGO
 AE0382  USGS QUAD   -  LA JOYA (1982)
 AE0382
 AE0382                         *CURRENT SURVEY CONTROL
 AE0382  ___________________________________________________________________
 AE0382* NAD 83(1993)-  26 13 03.99223(N)    098 22 41.16361(W)     ADJUSTED  
 AE0382* NAVD 88     -        42.882  (meters)     140.69   (feet)  ADJUSTED  
 AE0382  ___________________________________________________________________
 AE0382  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AE0382  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0382  DYNAMIC HT  -          42.811 (meters)     140.46  (feet)  COMP
 AE0382  MODELED GRAV-     978,992.0   (mgal)                       NAVD 88
 AE0382
 AE0382  HORZ ORDER  -  SECOND
 AE0382  VERT ORDER  -  FIRST     CLASS II
 AE0382
 AE0382.The horizontal coordinates were established by classical geodetic methods
 AE0382.and adjusted by the National Geodetic Survey in February 1996..
 AE0382
 AE0382.The orthometric height was determined by differential leveling
 AE0382.and adjusted by the National Geodetic Survey in June 1991..
 AE0382
 AE0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0382
 AE0382.The geoid height was determined by GEOID03.
 AE0382
 AE0382.The dynamic height is computed by dividing the NAVD 88
 AE0382.geopotential number by the normal gravity value computed on the
 AE0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0382.degrees latitude (g = 980.6199 gals.).
 AE0382
 AE0382.The modeled gravity was interpolated from observed gravity values.
 AE0382
 AE0382;                    North         East     Units Scale Factor Converg.
 AE0382;SPC TX S     - 5,061,065.799   312,181.505   MT  0.99998752   +0 03 19.2
 AE0382;SPC TX S     -16,604,513.38  1,024,215.49   sFT  0.99998752   +0 03 19.2
 AE0382;UTM  14      - 2,899,950.427   562,123.748   MT  0.99964765   +0 16 29.1
 AE0382
 AE0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0382!SPC TX S     -   0.99999703  x   0.99998752  =   0.99998455
 AE0382!UTM  14      -   0.99999703  x   0.99964765  =   0.99964468
 AE0382
 AE0382|---------------------------------------------------------------------|
 AE0382| PID    Reference Object                     Distance      Geod. Az  |
 AE0382|                                                           dddmmss.s |
 AE0382| AE1250 MAMIE RESET                          12.285 METERS 03539     |
 AE0382| AE0380 MAMIE RM 1                           18.279 METERS 17408     |
 AE0382| AE0383 MAMIE 2 RM 1                          8.785 METERS 20924     |
 AE0382| AE1251 MAMIE 2 RM 3                         16.649 METERS 27036     |
 AE0382| AE0381 MAMIE 2 RM 2                         16.656 METERS 27252     |
 AE0382| CV2631 MAMIE RM 5                                         3595512.0 |
 AE0382|---------------------------------------------------------------------|
 AE0382
 AE0382                          SUPERSEDED SURVEY CONTROL
 AE0382
 AE0382  NAD 83(1986)-  26 13 03.99809(N)    098 22 41.12801(W) AD(       ) 2
 AE0382  NAD 27      -  26 13 02.73473(N)    098 22 40.06640(W) AD(       ) 2
 AE0382  NGVD 29 (07/19/86)   43.01   (m)          141.1    (f) LEVELING    3  
 AE0382
 AE0382.Superseded values are not recommended for survey control.
 AE0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0382.See file dsdata.txt to determine how the superseded data were derived.
 AE0382
 AE0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6212499950(NAD 83)
 AE0382_MARKER: DS = TRIANGULATION STATION DISK
 AE0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0382_STAMPING: MAMIE 2 1960
 AE0382_MARK LOGO: CGS   
 AE0382_PROJECTION: RECESSED 1 CENTIMETERS
 AE0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0382+STABILITY: SURFACE MOTION
 AE0382
 AE0382  HISTORY     - Date     Condition        Report By
 AE0382  HISTORY     - 1960     MONUMENTED       CGS
 AE0382  HISTORY     - 1960     GOOD             CGS
 AE0382  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE0382  HISTORY     - 1981     GOOD             NGS
 AE0382
 AE0382                          STATION DESCRIPTION
 AE0382
 AE0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 AE0382'STATION IS LOCATED ABOUT 03.3 MILES WEST OF MISSION AND
 AE0382'0.3 MILE SOUTH OF U.S. HIGHWAY NO. 83 IN THE EAST EDGE OF
 AE0382'THE YARD OF A RESIDENCE OWNED BY MR. WALDO W. GREENE WHO
 AE0382'LIVES IN THE THIRD HOUSE SOUTH OF THE STATION AND MAINTAINES
 AE0382'AN OFFICE IN MISSION.  THE STATION IS MARKED WITH A DISK
 AE0382'STAMPED MAMIE 2 1960 IN A CONCRETE MONUMENT PROJECTING ABOUT
 AE0382'1 INCH, 5 FEET SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF
 AE0382'THE SMALL RESIDENCE, 7 FEET WEST OF THE WEST RIGHT-OF-WAY
 AE0382'LINE OF A GRADED ROAD, 10 YARDS NORTH OF A CARPORT AND ABOUT
 AE0382'30 YARDS NORTHEAST OF ANOTHER SMALL RESIDENCE, IN A CITRUS
 AE0382'GROVE.
 AE0382'
 AE0382'REFERENCE MARK NO. 1 IS A DISK STAMPED MAMIE 1960 NO. 1
 AE0382'IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES, 3 FEET NORTHWEST
 AE0382'OF THE NORTHWEST CORNER OF THE CARPORT, 18 FEET WEST OF THE
 AE0382'WEST RIGHT-OF-WAY LINE OF THE ROAD AND DUE SOUTH OF THE
 AE0382'CENTER OF THE SOUTH SIDE OF THE FIRST SMALL HOUSE.
 AE0382'
 AE0382'REFERENCE MARK NO. 2 IS A DISK STAMPED MAMIE 2 1960 NO. 2
 AE0382'IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES, 35 FEET
 AE0382'WEST OF A BUTANE TANK, 3 FEET EAST OF A CITRUS TREE AND ALONG THE
 AE0382'WEST SIDE OF THE FARM LANE WHICH PASSES TO THE WEST OF THE
 AE0382'HOUSES.
 AE0382'
 AE0382'MAMIE 1917 AND MAMIE R.M. NO. 1 WILL BE DESTROYED WHEN THE
 AE0382'ROAD IS BUILT.
 AE0382'
 AE0382'DUE TO SURROUNDING CITRUS GROVES AN AZIMUTH MARK WAS NOT
 AE0382'ESTABLISHED.
 AE0382'
 AE0382'TO REACH FROM MISSION.  GO WEST ON U.S. HIGHWAY NO. 83 FROM
 AE0382'THE JUNCTION WITH STATE HIGHWAY NO. 107, 03.0 MILES TO F.M.
 AE0382'ROAD 2062.  THEN CONTINUE WEST ON THE HIGHWAY 0.3 MILE TO WATSON
 AE0382'ROAD.  THEN TURN LEFT ACROSS THE RAILROAD AND GO SOUTH 0.3
 AE0382'MILE TO THE FIRST HOUSE AND THE STATION ON THE RIGHT AS
 AE0382'DESCRIBED.
 AE0382
 AE0382                          STATION RECOVERY (1960)
 AE0382
 AE0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 AE0382'3.3 MI W FROM MISSION.
 AE0382'ABOUT 3.3 MILES WEST FROM MISSION FROM THE INTERSECTION OF HIGHWAY
 AE0382'NOS. 107 AND U.S. 83, ALONG NO 83 TO WATSON ROAD, THEN LEFT ACROSS THE
 AE0382'RAILROAD AND SCUTH ALONG A GRADED ROAD 0.3 MILE TO A SMALL HOUSE AND
 AE0382'THE MARK.  IT IS 5 FEET SOUTH, SOUTHWEST FROM THE SOUTHEAST CORNER OF
 AE0382'A SMALL RENT HOUSE BELONGING TO MR. WALDO GREENE, 7 FEET WEST OF THE
 AE0382'WEST RIGHT-OF-WAY LINE OF THE GRADED ROAD AND ABOUT 10 YARDS NORTH OF
 AE0382'AN OPEN CARPORT.  A TRIANGULATION DISK STAMPED MAMIE 2 1960 IN A
 AE0382'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH.
 AE0382
 AE0382                          STATION RECOVERY (1974)
 AE0382
 AE0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE0382'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AE0382'MARK 1 WAS NOT RECOVERED.  REFERENCE MARK 2 WAS FOUND WITH
 AE0382'THE TOP OF THE MONUMENT BROKEN OFF.  REFERENCE MARK 3 WAS
 AE0382'ESTABLISHED NEAR THE SITE OF REFERENCE MARK 2.  REFERENCE
 AE0382'MARK 5 WAS ESTABLISHED AND WILL SERVE AS THE AZIMUTH MARK.
 AE0382'
 AE0382'MAMIE 1917 1974 IS A STANDARD DISK, STAMPED MAMIE 1917 1974,
 AE0382'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE0382'THAT IS FLUSH WITH THE GROUND.  IT IS 26.5 FEET EAST OF THE
 AE0382'NORTHEAST CORNER OF THE HOUSE, 13 FEET WEST OF THE CENTER
 AE0382'OF WATSON ROAD AND 1.5 FEET SOUTH OF THE WITNESS POST.  THE
 AE0382'UNDERGROUND MARK IS A REFERENCE MARK DISK, NOT STAMPED, SET
 AE0382'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 AE0382'THE GROUND SURFACE.
 AE0382'
 AE0382'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MAMIE 2 1960
 AE0382'NO 3 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE0382'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 97 FEET WEST
 AE0382'OF THE CENTER OF WATSON ROAD, 62 FEET WEST OF A POWER LINE
 AE0382'POLE AND 33.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 AE0382'OF THE HOUSE.
 AE0382'
 AE0382'REFERENCE MARK 5 IS A STANDARD DISK STAMPED MAMIE NO 5 1917
 AE0382'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE0382'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 33 FEET
 AE0382'NORTH OF THE CENTER OF FARM ROAD 2062, 4 FEET SOUTH OF A
 AE0382'PALM TREE AND 1.5 FEET WEST OF A WITNESS POST.
 AE0382'
 AE0382'FOR A MORE COMPLETE AND DETAILED DESCRIPTION, SEE THE
 AE0382'DESCRIPTION FOR MAMIE 1917 R.M. 4.
 AE0382'
 AE0382'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 AE0382'
 AE0382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4
 AE0382'MILES WEST OF MISSION.
 AE0382
 AE0382                          STATION RECOVERY (1981)
 AE0382
 AE0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0382'2.6 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS WESTBOUND FROM THE
 AE0382'JUNCTION OF FARM ROAD 107 AT MISSION, THENCE 2.8 KM (1.75 MI) ALONG
 AE0382'LOOP 374, THENCE 0.5 KM (0.3 MI) SOUTH ALONG WATSON ROAD TO A SMALL
 AE0382'GRAY, RENTAL HOUSE ON THE RIGHT, 8.8 METERS (29.0 FT) WEST OF THE
 AE0382'CENTER OF THE ROAD, 2.4 METERS (8.0 FT) SOUTH SOUTHEAST OF THE
 AE0382'SOUTHEAST CORNER OF THE HOUSE, 9.7 METERS (31.8 FT) NORTH OF THE
 AE0382'NORTHSIDE OF AN OPEN CARPORT, 12.3 METERS (40.3 FT) SOUTH OF A
 AE0382'TRIANGULATION STATION MAMIE 1917 1974, AND 3.7 METERS (13.0 FT)
 AE0382'NORTHWEST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0383 ***********************************************************************
 AE0383  DESIGNATION -  MAMIE 2 RM 1
 AE0383  PID         -  AE0383
 AE0383  STATE/COUNTY-  TX/HIDALGO
 AE0383  USGS QUAD   -  LA JOYA (1982)
 AE0383
 AE0383                         *CURRENT SURVEY CONTROL
 AE0383  ___________________________________________________________________
 AE0383* NAD 83(1986)-  26 13 04.     (N)    098 22 41.     (W)     SCALED    
 AE0383* NAVD 88     -        42.997  (meters)     141.07   (feet)  ADJUSTED  
 AE0383  ___________________________________________________________________
 AE0383  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0383  DYNAMIC HT  -          42.926 (meters)     140.83  (feet)  COMP
 AE0383  MODELED GRAV-     978,992.0   (mgal)                       NAVD 88
 AE0383
 AE0383  VERT ORDER  -  FIRST     CLASS II
 AE0383
 AE0383.The horizontal coordinates were scaled from a topographic map and have
 AE0383.an estimated accuracy of +/- 6 seconds.
 AE0383
 AE0383.The orthometric height was determined by differential leveling
 AE0383.and adjusted by the National Geodetic Survey in June 1991..
 AE0383
 AE0383.The geoid height was determined by GEOID03.
 AE0383
 AE0383.The dynamic height is computed by dividing the NAVD 88
 AE0383.geopotential number by the normal gravity value computed on the
 AE0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0383.degrees latitude (g = 980.6199 gals.).
 AE0383
 AE0383.The modeled gravity was interpolated from observed gravity values.
 AE0383
 AE0383;                    North         East    Units  Estimated Accuracy
 AE0383;SPC TX S     - 5,061,070.      312,190.      MT  (+/- 180 meters Scaled)
 AE0383
 AE0383                          SUPERSEDED SURVEY CONTROL
 AE0383
 AE0383.No superseded survey control is available for this station.
 AE0383
 AE0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP621999(NAD 83)
 AE0383_MARKER: DR = REFERENCE MARK DISK
 AE0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0383_STAMPING: MAMIE 2 1960 NO. 1
 AE0383_MARK LOGO: CGS   
 AE0383_PROJECTION: FLUSH
 AE0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0383+STABILITY: SURFACE MOTION
 AE0383
 AE0383  HISTORY     - Date     Condition        Report By
 AE0383  HISTORY     - 1960     MONUMENTED       CGS
 AE0383  HISTORY     - 1981     GOOD             NGS
 AE0383
 AE0383                          STATION DESCRIPTION
 AE0383
 AE0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AE0383'3.3 MI W FROM MISSION.
 AE0383'TO REACH FROM THE JUNCTION OF HIGHWAYS NOS. 107 AND 83 IN MISSION, GO
 AE0383'WEST ON U.S. NO. 83.  03.3 MILES TO WATSON ROAD.  THEN TURN LEFT AND
 AE0383'GO SOUTH 0.3 MILE TO THE MARK ON THE RIGHT.  THE MARK IS 28.8 FEET
 AE0383'SOUTH-SOUTHWEST OF STATION MAMIE 2, 3 FEET NORTHWEST OF THE NORTHWEST
 AE0383'CORNER OF AN OPEN CAR-PORT AND 18 FEET WEST OF THE WEST RIGHT-OF-WAY
 AE0383'LINE OF THE GRADED ROAD AND DUE SOUTH OF THE CENTER OF THE SOUTH SIDE
 AE0383'OF THE SMALL RENT HOUSE.
 AE0383
 AE0383                          STATION RECOVERY (1981)
 AE0383
 AE0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0383'2.6 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS WESTBOUND FROM THE
 AE0383'JUNCTION OF FARM ROAD 107 AT MISSION, THENCE 2.8 KM (1.75 MI) ALONG
 AE0383'LOOP 374, THENCE 0.5 KM (0.3 MI) SOUTH ALONG WATSON ROAD, AT A WEST,
 AE0383'GRAY RENTAL HOUSE, 11.9 METERS (39.0 FT) WEST OF THE CENTER OF THE
 AE0383'ROAD 9.1 METERS (30.0 FT) SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE,
 AE0383'5.8 METERS (19.0 FT) SOUTH OF A WATER SPICKET, 3.4 METERS (11.0 FT)
 AE0383'WEST OF THE NORTHEAST CORNER OF AN OPEN CARPORT, 0.91 METERS (3.0 FT)
 AE0383'NORTH OF NORTH SIDE OF CARPORT, 8.8 METERS (28.8 FT) SOUTH SOUTHWEST
 AE0383'OF STATION MAMIE 2, AND 7.3 METERS (24.0 FT) SOUTHWEST OF POWERLINE
 AE0383'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0381 ***********************************************************************
 AE0381  DESIGNATION -  MAMIE 2 RM 2
 AE0381  PID         -  AE0381
 AE0381  STATE/COUNTY-  TX/HIDALGO
 AE0381  USGS QUAD   -  LA JOYA (1982)
 AE0381
 AE0381                         *CURRENT SURVEY CONTROL
 AE0381  ___________________________________________________________________
 AE0381* NAD 83(1986)-  26 13 03.     (N)    098 22 41.     (W)     SCALED    
 AE0381* NAVD 88     -        43.00   (+/-2cm)     141.1    (feet)  VERTCON   
 AE0381  ___________________________________________________________________
 AE0381  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0381
 AE0381  VERT ORDER  -  THIRD (See Below)
 AE0381
 AE0381.The horizontal coordinates were scaled from a topographic map and have
 AE0381.an estimated accuracy of +/- 6 seconds.
 AE0381
 AE0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE0381.The vertical order pertains to the NGVD 29 superseded value.
 AE0381
 AE0381.The geoid height was determined by GEOID03.
 AE0381
 AE0381;                    North         East    Units  Estimated Accuracy
 AE0381;SPC TX S     - 5,061,040.      312,190.      MT  (+/- 180 meters Scaled)
 AE0381
 AE0381                          SUPERSEDED SURVEY CONTROL
 AE0381
 AE0381  NGVD 29 (01/29/03)   43.09   (m)          141.4    (f) RESET       3  
 AE0381
 AE0381.Superseded values are not recommended for survey control.
 AE0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0381.See file dsdata.txt to determine how the superseded data were derived.
 AE0381
 AE0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP621999(NAD 83)
 AE0381_MARKER: DR = REFERENCE MARK DISK
 AE0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0381_STAMPING: MAMIE 2 1960 NO 2
 AE0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0381+STABILITY: SURFACE MOTION
 AE0381
 AE0381  HISTORY     - Date     Condition        Report By
 AE0381  HISTORY     - 1960     MONUMENTED       CGS
 AE0381  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0381
 AE0381                          STATION DESCRIPTION
 AE0381
 AE0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AE0381'3.3 MI W FROM MISSION.
 AE0381'TO REACH THE MARK FROM MISSION, GO WEST FROM THE INTERSECTION OF
 AE0381'HIGHWAYS NO. 107 AND U.S. NO. 83, ON NO. 83, 03.3 MILES TO WATSON
 AE0381'ROAD.  TURN LEFT HERE ACROSS THE RAILROAD AND GO SOUTH 0.3 MILE TO THE
 AE0381'MARK ON THE RIGHT.  IT IS 54.65 FEET WEST OF TRIANGULATION STATION
 AE0381'MAMIE 2, ALONG THE WEST SIDE OF A LANE THAT PASSES TO THE WEST OF THE
 AE0381'SMALL RENT HOUSE, 35 FEET WEST OF A BUTANE TANK WHICH IS AT THE SOUTH
 AE0381'SIDE OF THE HOUSE AND IS ABOUT 3 FEET EAST OF A CITRUS TREE.
 AE0381
 AE0381                          STATION RECOVERY (1981)
 AE0381
 AE0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0381'MARK NOT RECOVERED, POST AND STEM RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1251 ***********************************************************************
 AE1251  DESIGNATION -  MAMIE 2 RM 3
 AE1251  PID         -  AE1251
 AE1251  STATE/COUNTY-  TX/HIDALGO
 AE1251  USGS QUAD   -  LA JOYA (1982)
 AE1251
 AE1251                         *CURRENT SURVEY CONTROL
 AE1251  ___________________________________________________________________
 AE1251* NAD 83(1986)-  26 13 04.     (N)    098 22 41.     (W)     SCALED    
 AE1251* NAVD 88     -        42.913  (meters)     140.79   (feet)  ADJUSTED  
 AE1251  ___________________________________________________________________
 AE1251  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE1251  DYNAMIC HT  -          42.842 (meters)     140.56  (feet)  COMP
 AE1251  MODELED GRAV-     978,992.0   (mgal)                       NAVD 88
 AE1251
 AE1251  VERT ORDER  -  FIRST     CLASS II
 AE1251
 AE1251.The horizontal coordinates were scaled from a topographic map and have
 AE1251.an estimated accuracy of +/- 6 seconds.
 AE1251
 AE1251.The orthometric height was determined by differential leveling
 AE1251.and adjusted by the National Geodetic Survey in June 1991..
 AE1251
 AE1251.The geoid height was determined by GEOID03.
 AE1251
 AE1251.The dynamic height is computed by dividing the NAVD 88
 AE1251.geopotential number by the normal gravity value computed on the
 AE1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1251.degrees latitude (g = 980.6199 gals.).
 AE1251
 AE1251.The modeled gravity was interpolated from observed gravity values.
 AE1251
 AE1251;                    North         East    Units  Estimated Accuracy
 AE1251;SPC TX S     - 5,061,070.      312,190.      MT  (+/- 180 meters Scaled)
 AE1251
 AE1251                          SUPERSEDED SURVEY CONTROL
 AE1251
 AE1251.No superseded survey control is available for this station.
 AE1251
 AE1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP621999(NAD 83)
 AE1251_MARKER: DR = REFERENCE MARK DISK
 AE1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1251_SP_SET: CONCRETE POST
 AE1251_STAMPING: MAMIE 2 1960 NO 3 1974
 AE1251_MARK LOGO: NGS   
 AE1251_PROJECTION: FLUSH
 AE1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1251+STABILITY: SURFACE MOTION
 AE1251
 AE1251  HISTORY     - Date     Condition        Report By
 AE1251  HISTORY     - 1974     MONUMENTED       NGS
 AE1251  HISTORY     - 1981     GOOD             NGS
 AE1251
 AE1251                          STATION DESCRIPTION
 AE1251
 AE1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1251'5.4 KM (3.35 MI) WEST FROM MISSION.
 AE1251'2.6 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS WESTBOUND FROM THE
 AE1251'JUNCTION OF FARM ROAD 107 AT MISSION, THENCE 2.8 KM (1.75 MI) WEST
 AE1251'ALONG LOOP 374, THENCE 0.5 KM (0.3 MI) SOUTH ALONG WATSON ROAD, AT A
 AE1251'GRAY RENTAL HOUSE, 29.6 METERS (97.0 FT) WEST OF THE CENTER OF THE
 AE1251'ROAD, 18.9 METERS (62.0 FT) WEST OF A POWER POLE, 10.2 METERS
 AE1251'(33.5 FT) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 AE1251'0.61 METERS (2.0 FT) SOUTH OF A CONCRETE POST PROJECTING 2 INCHES,
 AE1251'1.2 METERS (4.0 FT) EAST SOUTH EAST OF A CITRUS TREE, AND 16.6 METERS
 AE1251'(54.6 FT) WEST OF TRIANGULATION STATION MAMIE 2.
 AE1251'THE MARK IS 12.8 METERS  SSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1250 ***********************************************************************
 AE1250  DESIGNATION -  MAMIE RESET
 AE1250  PID         -  AE1250
 AE1250  STATE/COUNTY-  TX/HIDALGO
 AE1250  USGS QUAD   -  LA JOYA (1982)
 AE1250
 AE1250                         *CURRENT SURVEY CONTROL
 AE1250  ___________________________________________________________________
 AE1250* NAD 83(1993)-  26 13 04.31661(N)    098 22 40.90566(W)     ADJUSTED  
 AE1250* NAVD 88     -        42.899  (meters)     140.74   (feet)  ADJUSTED  
 AE1250  ___________________________________________________________________
 AE1250  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AE1250  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE1250  DYNAMIC HT  -          42.828 (meters)     140.51  (feet)  COMP
 AE1250  MODELED GRAV-     978,992.0   (mgal)                       NAVD 88
 AE1250
 AE1250  HORZ ORDER  -  FIRST
 AE1250  VERT ORDER  -  FIRST     CLASS II
 AE1250
 AE1250.The horizontal coordinates were established by classical geodetic methods
 AE1250.and adjusted by the National Geodetic Survey in February 1996..
 AE1250
 AE1250.The orthometric height was determined by differential leveling
 AE1250.and adjusted by the National Geodetic Survey in June 1991..
 AE1250
 AE1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1250
 AE1250.The geoid height was determined by GEOID03.
 AE1250
 AE1250.The dynamic height is computed by dividing the NAVD 88
 AE1250.geopotential number by the normal gravity value computed on the
 AE1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1250.degrees latitude (g = 980.6199 gals.).
 AE1250
 AE1250.The modeled gravity was interpolated from observed gravity values.
 AE1250
 AE1250;                    North         East     Units Scale Factor Converg.
 AE1250;SPC TX S     - 5,061,075.789   312,188.656   MT  0.99998750   +0 03 19.4
 AE1250;SPC TX S     -16,604,546.15  1,024,238.95   sFT  0.99998750   +0 03 19.4
 AE1250;UTM  14      - 2,899,960.441   562,130.858   MT  0.99964766   +0 16 29.2
 AE1250
 AE1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1250!SPC TX S     -   0.99999702  x   0.99998750  =   0.99998452
 AE1250!UTM  14      -   0.99999702  x   0.99964766  =   0.99964468
 AE1250
 AE1250:                Primary Azimuth Mark                     Grid Az
 AE1250:SPC TX S     -  MISSION OLD MUNICIPAL TANK               095 27 51.4
 AE1250:UTM  14      -  MISSION OLD MUNICIPAL TANK               095 14 41.6
 AE1250
 AE1250|---------------------------------------------------------------------|
 AE1250| PID    Reference Object                     Distance      Geod. Az  |
 AE1250|                                                           dddmmss.s |
 AE1250| AE1523 MISSION OLD MUNICIPAL TANK          APPROX. 5.1 KM 0953110.8 |
 AE1250| AE1515 MISSION UNITED IRRIG 2ND STK        APPROX. 4.7 KM 0972837.2 |
 AE1250| AE0279 HICKLEY                             APPROX.13.3 KM 1261146.9 |
 AE1250| AE1543 HIDALGO CO WTR IMPROV PLT STK       APPROX.17.7 KM 1390345.9 |
 AE1250| AE1546 PUMP STATION TALL METAL STACK       APPROX.16.3 KM 1400141.6 |
 AE1250| AE1516 MISSION UNITED IRRIG 1ST STK        APPROX. 7.2 KM 1430035.6 |
 AE1250| AE1517 MONASTERY NORTH END E CUPOLA        APPROX. 8.7 KM 1431243.8 |
 AE1250| AE1521 EDINBURG PUMP CO TALLER STK         APPROX. 7.6 KM 1432149.1 |
 AE1250| AE1513 DERRICK                             APPROX. 7.2 KM 1432117.1 |
 AE1250| AE1514 METAL STACK SE OF STA MAMIE         APPROX. 5.5 KM 1702041.4 |
 AE1250| AE0380 MAMIE RM 1                           28.659 METERS 19038     |
 AE1250| AE0382 MAMIE 2                              12.285 METERS 21539     |
 AE1250| AE1580 CAPATOSA RANCH SW WINDMILL          APPROX. 8.4 KM 3213745.6 |
 AE1250| AE1581 CAPATOSA RANCH NE WINDMILL          APPROX. 8.4 KM 3214132.8 |
 AE1250|---------------------------------------------------------------------|
 AE1250
 AE1250                          SUPERSEDED SURVEY CONTROL
 AE1250
 AE1250  NAD 83(1986)-  26 13 04.32255(N)    098 22 40.87002(W) AD(       ) 1
 AE1250  NAD 27      -  26 13 03.05906(N)    098 22 39.80844(W) AD(       ) 1
 AE1250  NGVD 29 (07/19/86)   42.84   (m)          140.6    (f) LEVELING    3  
 AE1250
 AE1250.Superseded values are not recommended for survey control.
 AE1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1250.See file dsdata.txt to determine how the superseded data were derived.
 AE1250
 AE1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6213199960(NAD 83)
 AE1250_MARKER: DS = TRIANGULATION STATION DISK
 AE1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1250_SP_SET: CONCRETE POST
 AE1250_STAMPING: MAMIE 1917 1974
 AE1250_MARK LOGO: NGS   
 AE1250_PROJECTION: RECESSED 1 CENTIMETERS
 AE1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1250+STABILITY: SURFACE MOTION
 AE1250
 AE1250  HISTORY     - Date     Condition        Report By
 AE1250  HISTORY     - 1974     MONUMENTED       NGS
 AE1250  HISTORY     - 1981     GOOD             NGS
 AE1250
 AE1250                          STATION DESCRIPTION
 AE1250
 AE1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1250'THE UNDERGROUND STATION MARK WAS RECOVERED.  IT WAS NOTED
 AE1250'THAT MAMIE 1917 UNDERGROUND DISK IS A STANDARD REFERENCE
 AE1250'MARK DISK, THAT IS NOT STAMPED, RATHER THAN A NAIL IN A BLOCK
 AE1250'OF CONCRETE AS DESCRIBED IN 1917, OR A STANDARD STATION MARK
 AE1250'DISK MARKED WITH A CROSS IN THE CENTER, AS DESCRIBED IN
 AE1250'1952.  A NEW SURFACE MARK WAS ESTABLISHED, HOLDING THE SAME
 AE1250'POINT AS THE CENTER OF THE UNDERGROUND DISK.  DUE TO THE
 AE1250'PROXIMITY OF THE STATION TO A HOUSE, ROAD AND POWER LINES,
 AE1250'REFERENCE MARK 4 WAS ESTABLISHED AND THE OBSERVATIONS TAKEN
 AE1250'FROM THIS POINT.  REFERENCE MARK 5 WAS ESTABLISHED AND WILL
 AE1250'SERVE AS THE AZIMUTH MARK.  HOWEVER, DUE TO OBJECTIONS
 AE1250'OF THE PROPERTY OWNER, A SMALL TREE WHICH IS ON LINE TO
 AE1250'REFERENCE MARK 5 COULD NOT BE TAKEN DOWN.
 AE1250'
 AE1250'FOR A MORE COMPLETE AND DETAILED DESCRIPTION SEE THE
 AE1250'DESCRIPTION FOR MAMIE 1917 R.M. 4.
 AE1250'
 AE1250'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AE1250'
 AE1250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4
 AE1250'MILES WEST OF MISSION.
 AE1250
 AE1250                          STATION RECOVERY (1981)
 AE1250
 AE1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1250'5.4 KM (3.35 MI) WEST FROM MISSION.
 AE1250'2.6 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS WESTBOUND FROM THE
 AE1250'JUNCTION OF FARM ROAD 107 AT MISSION, THENCE 2.8 KM (1.75 MI) WEST
 AE1250'ALONG LOOP 374, THENCE 0.5 KM (0.3 MI) SOUTH ALONG WATSON ROAD AT A
 AE1250'GRAY, RENTAL HOUSE, 4.0 METERS (13.0 FT) WEST OF THE CENTER OF THE
 AE1250'ROAD, 8.1 METERS (26.5 FT) EAST OF THE NORTHEAST CORNER OF THE HOUSE,
 AE1250'AND 12.3 METERS (40.3 FT) NORTH OF TRIANGULATION STATION MAMIE 2 1960.
 AE1250'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0380 ***********************************************************************
 AE0380  DESIGNATION -  MAMIE RM 1
 AE0380  PID         -  AE0380
 AE0380  STATE/COUNTY-  TX/HIDALGO
 AE0380  USGS QUAD   -  LA JOYA (1982)
 AE0380
 AE0380                         *CURRENT SURVEY CONTROL
 AE0380  ___________________________________________________________________
 AE0380* NAD 83(1993)-  26 13 03.40139(N)    098 22 41.09625(W)     ADJUSTED  
 AE0380* NAVD 88     -        42.952  (meters)     140.92   (feet)  ADJUSTED  
 AE0380  ___________________________________________________________________
 AE0380  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AE0380  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0380  DYNAMIC HT  -          42.880 (meters)     140.68  (feet)  COMP
 AE0380  MODELED GRAV-     978,992.0   (mgal)                       NAVD 88
 AE0380
 AE0380  HORZ ORDER  -  FIRST
 AE0380  VERT ORDER  -  FIRST     CLASS II
 AE0380
 AE0380.The horizontal coordinates were established by classical geodetic methods
 AE0380.and adjusted by the National Geodetic Survey in February 1996..
 AE0380
 AE0380.The orthometric height was determined by differential leveling
 AE0380.and adjusted by the National Geodetic Survey in June 1991..
 AE0380
 AE0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0380
 AE0380.The geoid height was determined by GEOID03.
 AE0380
 AE0380.The dynamic height is computed by dividing the NAVD 88
 AE0380.geopotential number by the normal gravity value computed on the
 AE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0380.degrees latitude (g = 980.6199 gals.).
 AE0380
 AE0380.The modeled gravity was interpolated from observed gravity values.
 AE0380
 AE0380;                    North         East     Units Scale Factor Converg.
 AE0380;SPC TX S     - 5,061,047.618   312,183.393   MT  0.99998756   +0 03 19.3
 AE0380;SPC TX S     -16,604,453.73  1,024,221.68   sFT  0.99998756   +0 03 19.3
 AE0380;UTM  14      - 2,899,932.260   562,125.704   MT  0.99964765   +0 16 29.1
 AE0380
 AE0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0380!SPC TX S     -   0.99999701  x   0.99998756  =   0.99998457
 AE0380!UTM  14      -   0.99999701  x   0.99964765  =   0.99964467
 AE0380
 AE0380|---------------------------------------------------------------------|
 AE0380| PID    Reference Object                     Distance      Geod. Az  |
 AE0380|                                                           dddmmss.s |
 AE0380| AE1250 MAMIE RESET                          28.659 METERS 01038     |
 AE0380| AE0382 MAMIE 2                              18.279 METERS 35408     |
 AE0380|---------------------------------------------------------------------|
 AE0380
 AE0380                          SUPERSEDED SURVEY CONTROL
 AE0380
 AE0380  NAD 83(1986)-  26 13 03.40722(N)    098 22 41.06063(W) AD(       ) 1
 AE0380  NAD 27      -  26 13 02.14382(N)    098 22 39.99910(W) AD(       ) 1
 AE0380  NGVD 29 (??/??/92)   43.035  (m)          141.19   (f) ADJ UNCH    1 2
 AE0380
 AE0380.Superseded values are not recommended for survey control.
 AE0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0380.See file dsdata.txt to determine how the superseded data were derived.
 AE0380
 AE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6212699932(NAD 83)
 AE0380_MARKER: DR = REFERENCE MARK DISK
 AE0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0380_STAMPING: MAMIE 1917 141.08
 AE0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0380+STABILITY: SURFACE MOTION
 AE0380
 AE0380  HISTORY     - Date     Condition        Report By
 AE0380  HISTORY     - 1917     MONUMENTED       CGS
 AE0380  HISTORY     - 1943     GOOD             NGS
 AE0380  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0380
 AE0380                          STATION DESCRIPTION
 AE0380
 AE0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0380'3.7 MI W FROM MISSION.
 AE0380'REFERENCE MARK IS 3.4 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AE0380'RAILROAD FROM THE STATION AT MISSION.  THENCE, 0.3 MILE SOUTHERLY
 AE0380'ALONG A DIRT ROAD TO A GROUP OF SMALL HOUSES.  IT IS ABOUT 131.0 FEET
 AE0380'SOUTH OF A VERTICAL IRRIGATION WEIR (CONCRETE), 94.0 FEET SOUTH OF THE
 AE0380'STATION MAMIE, 12.7 FEET WEST OF THE CENTER OF A SMALL IRRIGATION
 AE0380'DITCH, AND 9.2 FEET NORTH OF A DOUBLE TRUNK MESQUITE TREE.  A
 AE0380'REFERENCE MARK DISK SET IN CONCRETE POST PROJECTING ABOUT 0.1 FOOT.
 AE0380
 AE0380                          STATION RECOVERY (1981)
 AE0380
 AE0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0380'MARK NOT RECOVERED, BELIEVED DESTROYED DUE TO ROAD IMPROVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1252 ***********************************************************************
 AE1252  DESIGNATION -  MAMIE RM 4
 AE1252  PID         -  AE1252
 AE1252  STATE/COUNTY-  TX/HIDALGO
 AE1252  USGS QUAD   -  LA JOYA (1982)
 AE1252
 AE1252                         *CURRENT SURVEY CONTROL
 AE1252  ___________________________________________________________________
 AE1252* NAD 83(1993)-  26 13 05.01118(N)    098 22 41.51593(W)     ADJUSTED  
 AE1252* NAVD 88     -        42.703  (meters)     140.10   (feet)  ADJUSTED  
 AE1252  ___________________________________________________________________
 AE1252  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AE1252  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE1252  DYNAMIC HT  -          42.632 (meters)     139.87  (feet)  COMP
 AE1252  MODELED GRAV-     978,992.0   (mgal)                       NAVD 88
 AE1252
 AE1252  HORZ ORDER  -  FIRST
 AE1252  VERT ORDER  -  FIRST     CLASS II
 AE1252
 AE1252.The horizontal coordinates were established by classical geodetic methods
 AE1252.and adjusted by the National Geodetic Survey in February 1996..
 AE1252
 AE1252.The orthometric height was determined by differential leveling
 AE1252.and adjusted by the National Geodetic Survey in June 1991..
 AE1252
 AE1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1252
 AE1252.The geoid height was determined by GEOID03.
 AE1252
 AE1252.The dynamic height is computed by dividing the NAVD 88
 AE1252.geopotential number by the normal gravity value computed on the
 AE1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1252.degrees latitude (g = 980.6199 gals.).
 AE1252
 AE1252.The modeled gravity was interpolated from observed gravity values.
 AE1252
 AE1252;                    North         East     Units Scale Factor Converg.
 AE1252;SPC TX S     - 5,061,097.148   312,171.695   MT  0.99998745   +0 03 19.1
 AE1252;SPC TX S     -16,604,616.23  1,024,183.30   sFT  0.99998745   +0 03 19.1
 AE1252;UTM  14      - 2,899,981.728   562,113.821   MT  0.99964763   +0 16 29.0
 AE1252
 AE1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1252!SPC TX S     -   0.99999705  x   0.99998745  =   0.99998450
 AE1252!UTM  14      -   0.99999705  x   0.99964763  =   0.99964469
 AE1252
 AE1252:                Primary Azimuth Mark                     Grid Az
 AE1252:SPC TX S     -  MAMIE RM 5                               001 00 06.2
 AE1252:UTM  14      -  MAMIE RM 5                               000 46 56.3
 AE1252
 AE1252|---------------------------------------------------------------------|
 AE1252| PID    Reference Object                     Distance      Geod. Az  |
 AE1252|                                                           dddmmss.s |
 AE1252| CV2631 MAMIE RM 5                                         0010325.3 |
 AE1252| AE1518 MISSION NEW MUNICIPAL TANK          APPROX. 4.8 KM 0910040.9 |
 AE1252| AE1532 MISSION MUN TANK NO 2               APPROX. 8.3 KM 0942844.8 |
 AE1252| AE1250 MAMIE RESET                          27.274 METERS 14136     |
 AE1252| AE1572 MISSION CPL CO N STACK              APPROX. 2.0 KM 2811744.7 |
 AE1252|---------------------------------------------------------------------|
 AE1252
 AE1252                          SUPERSEDED SURVEY CONTROL
 AE1252
 AE1252  NAD 83(1986)-  26 13 05.01728(N)    098 22 41.48043(W) AD(       ) 1
 AE1252  NAD 27      -  26 13 03.75365(N)    098 22 40.41868(W) AD(       ) 1
 AE1252  NGVD 29 (07/19/86)   43.02   (m)          141.1    (f) LEVELING    3  
 AE1252
 AE1252.Superseded values are not recommended for survey control.
 AE1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1252.See file dsdata.txt to determine how the superseded data were derived.
 AE1252
 AE1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6211499982(NAD 83)
 AE1252_MARKER: DR = REFERENCE MARK DISK
 AE1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1252_SP_SET: CONCRETE POST
 AE1252_STAMPING: MAMIE 1917 NO 4 1974
 AE1252_MARK LOGO: NGS   
 AE1252_PROJECTION: FLUSH
 AE1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1252+STABILITY: SURFACE MOTION
 AE1252
 AE1252  HISTORY     - Date     Condition        Report By
 AE1252  HISTORY     - 1974     MONUMENTED       NGS
 AE1252  HISTORY     - 1981     GOOD             NGS
 AE1252  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE1252
 AE1252                          STATION DESCRIPTION
 AE1252
 AE1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1252'THE STATION IS ABOUT 3-1/2 MILES NORTH OF THE RIO GRANDE RIVER,
 AE1252'3-1/4 MILES WEST OF MISSION, 1-1/4 MILES SOUTH OF U.S. HIGHWAY 83
 AE1252'AND ON PROPERTY OF WALDO W. GREEN, WHO LIVES ABOUT 0.25 MILE SOUTH
 AE1252'OF THE STATION ON THE WEST SIDE OF THE ROAD.
 AE1252'
 AE1252'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND LOOP
 AE1252'374 IN THE WEST EDGE OF MISSION, GO WEST ON LOOP 374 FOR 1.4 MILES
 AE1252'TO FARM ROAD 2062.  CONTINUE WEST ON FARM ROAD 2062 FOR 0.3 MILE TO
 AE1252'WATSON ROAD.  (TO REACH REFERENCE MARK 5, WHICH SERVES AS THE
 AE1252'AZIMUTH MARK, CONTINUE WEST ON ROAD 2062 FOR 0.05 MILE TO THE
 AE1252'MARK ON THE RIGHT.) TURN LEFT AND GO SOUTH ON WATSON ROAD FOR
 AE1252'0.25 MILE TO THE STATION ON THE RIGHT.
 AE1252'
 AE1252'STATION MARKS ARE STANDARD REFERENCE MARK DISKS.  SURFACE DISK IS
 AE1252'STAMPED MAMIE 1917 NO 4 1974.  IT IS SET IN THE TOP OF A 12-INCH
 AE1252'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AE1252'89 FEET NORTHWEST OF A WITNESS POST, 79 FEET WEST OF THE CENTER OF
 AE1252'WATSON ROAD AND 58 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 AE1252'OF A HOUSE.  UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 AE1252'MASS OF CONCRETE 46 INCHES BELOW THE GROUND SURFACE.  IT IS STAMPED
 AE1252'MAMIE 1917 NO 2 1974.
 AE1252'
 AE1252'MAMIE 1917 1974 IS A STANDARD DISK, STAMPED MAMIE 1917 1974, SET IN
 AE1252'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AE1252'WITH THE GROUND.  IT IS 26.5 FEET EAST OF THE NORTHEAST CORNER OF
 AE1252'THE HOUSE, 13 FEET WEST OF THE CENTER OF WATSON ROAD, AND 1.5
 AE1252'FEET SOUTH OF THE WITNESS POST.  THE UNDERGROUND MARK IS A
 AE1252'REFERENCE MARK DISK, NOT STAMPED, SET IN THE TOP OF AN IRREGULAR
 AE1252'MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AE1252'
 AE1252'MAMIE 2 1960 IS A STANDARD DISK, STAMPED MAMIE 2 1960, SET IN THE
 AE1252'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 AE1252'THE GROUND.  IT IS 42 FEET SOUTH-SOUTHWEST OF THE METAL WITNESS
 AE1252'POST, 31 FEET WEST OF THE CENTER OF WATSON ROAD, 13 FEET NORTHWEST
 AE1252'OF A POWER LINE POLE AND 8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AE1252'THE HOUSE.
 AE1252'
 AE1252'MAMIE 2 1960 NO 3 1974 IS A STANDARD DISK, STAMPED MAMIE 2 1960 NO
 AE1252'3 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1252'THAT IS FLUSH WITH THE GROUND.  IT IS 97 FEET WEST OF THE CENTER OF
 AE1252'WATSON ROAD, 62 FEET WEST OF THE POWER LINE POLE AND 33.5 FEET
 AE1252'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 AE1252'
 AE1252'REFERENCE MARK 5 IS A STANDARD DISK STAMPED MAMIE NO 5 1917 1974,
 AE1252'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AE1252'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 33 FEET NORTH OF THE
 AE1252'CENTER OF FARM ROAD 2062, 4 FEET SOUTH OF A PALM TREE AND 1.5 FEET
 AE1252'WEST OF A WITNESS POST.
 AE1252'
 AE1252'NEAREST TOWN--MISSION.
 AE1252'
 AE1252'HEIGHT OF LIGHT ABOVE STATION MARK 30.7 METERS.
 AE1252
 AE1252                          STATION RECOVERY (1981)
 AE1252
 AE1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1252'5.4 KM (3.35 MI) WEST FROM MISSION.
 AE1252'2.6 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 83 WESTBOUND FROM THE JUNCTION
 AE1252'OF FARM ROAD 107 AT MISSION, THENCE 2.8 KM (1.75 MI) WEST ALONG LOOP
 AE1252'374, THENCE 0.5 KM (0.3 MI) SOUTH ALONG WATSON ROAD AT A GRAY RENTAL
 AE1252'HOUSE, 24.1 METERS (79.0 FT) WEST OF THE CENTER OF THE ROAD,
 AE1252'17.7 METERS (58.0 FT) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE
 AE1252'HOUSE, 7.6 METERS (25.0 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD,
 AE1252'5.5 METERS (18.0 FT) SOUTH SOUTHWEST OF A METER WITNESS POST AT FIELD,
 AE1252'1.1 METERS (3.5 FT) WEST OF A FOURTEEN FOOT CONCRETE AND METAL PLATE
 AE1252'FLUSH WITH THE GROUND, AND 27.3 METERS (89.5 FT) NORTHWEST OF
 AE1252'TRIANULATION STATION MAMIE 1917 1974.
 AE1252'THE MARK IS 27.1 METERS  NW FROM A WITNESS POST.
 AE1252
 AE1252                          STATION RECOVERY (1992)
 AE1252
 AE1252'RECOVERY NOTE BY US POWER SQUADRON 1992 (GES)
 AE1252'SEARCHED FOR, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6324 ***********************************************************************
 AW6324  DESIGNATION -  MAN
 AW6324  PID         -  AW6324
 AW6324  STATE/COUNTY-  TX/HARRIS
 AW6324  USGS QUAD   -  LA PORTE (1982)
 AW6324
 AW6324                         *CURRENT SURVEY CONTROL
 AW6324  ___________________________________________________________________
 AW6324* NAD 83(1993)-  29 41 57.64327(N)    095 00 15.94185(W)     ADJUSTED  
 AW6324* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6324  ___________________________________________________________________
 AW6324  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AW6324  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6324
 AW6324  HORZ ORDER  -  THIRD
 AW6324
 AW6324.The horizontal coordinates were established by classical geodetic methods
 AW6324.and adjusted by the National Geodetic Survey in February 1996..
 AW6324
 AW6324.The orthometric height was scaled from a topographic map.
 AW6324
 AW6324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6324
 AW6324.The geoid height was determined by GEOID03.
 AW6324
 AW6324;                    North         East     Units Scale Factor Converg.
 AW6324;SPC TXSC     - 4,213,408.519   986,554.333   MT  0.99988340   +1 57 26.9
 AW6324;SPC TXSC     -13,823,491.12  3,236,720.34   sFT  0.99988340   +1 57 26.9
 AW6324;UTM  15      - 3,287,152.181   306,077.166   MT  1.00006402   -0 59 36.2
 AW6324
 AW6324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6324!SPC TXSC     -   1.00000411  x   0.99988340  =   0.99988751
 AW6324!UTM  15      -   1.00000411  x   1.00006402  =   1.00006813
 AW6324
 AW6324                          SUPERSEDED SURVEY CONTROL
 AW6324
 AW6324  NAD 83(1986)-  29 41 57.65952(N)    095 00 15.92279(W) AD(       ) 3
 AW6324  NAD 27      -  29 41 56.83655(N)    095 00 15.18102(W) AD(       ) 3
 AW6324
 AW6324.Superseded values are not recommended for survey control.
 AW6324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6324.See file dsdata.txt to determine how the superseded data were derived.
 AW6324
 AW6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0607787152(NAD 83)
 AW6324_MARKER: DD = SURVEY DISK
 AW6324_SETTING: 0 = UNSPECIFIED SETTING
 AW6324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6324
 AW6324  HISTORY     - Date     Condition        Report By
 AW6324  HISTORY     - 1930     MONUMENTED       USE
 AW6324  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6324
 AW6324                          STATION DESCRIPTION
 AW6324
 AW6324'DESCRIBED BY US ENGINEERS 1930 (JAB)
 AW6324'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO.
 AW6324'100+22.4.  STATION IS LOCATED IN E PART OF SPILLMAN ISLAND,
 AW6324'DIRECTLY ACROSS HOUSTON SHIP CHANNEL FROM ENTRANCE TO GOOSE
 AW6324'CREEK CHANNEL.  ABOUT 250 METERS E OF A CLUSTER OF TREES
 AW6324'EXTENDING OUT TO SHORELINE OF SHIP CHANNEL.  TO THE S, AT
 AW6324'ABOUT 125 METERS, IS A SCATTERED GROWTH OF WILLOW TREES.
 AW6324'STATION IS ABOUT 55 METERS TO THE S OF SHIP CHANNEL.
 AW6324'
 AW6324'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE
 AW6324'DISK SET IN CONCRETE IN THE TOP OF AN 8-INCH TILE, FLUSH
 AW6324'WITH THE GROUND.
 AW6324'
 AW6324'REFERENCE MARK 1 IS 15.55 METERS FROM STATION N 07 DEG 30 MIN E.
 AW6324'
 AW6324'REFERENCE MARK 2 IS 16.29 METERS FROM STATION N 89 DEG 30 MIN E.
 AW6324
 AW6324                          STATION RECOVERY (1952)
 AW6324
 AW6324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6324'STATION WAS NOT RECOVERED.  IT WAS SEARCHED FOR BUT NOT
 AW6324'FOUND.  IN THIS VICINITY THE CENTER LINE OF THE CHANNEL HAS
 AW6324'BEEN SHIFTED AND SEVERAL SIMILAR MONUMENTS OF THIS TRAVERSE
 AW6324'ARE LYING ON THE BEACH.  IT IS BELIEVED THAT THE STATION
 AW6324'HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4915 ***********************************************************************
 AW4915  DESIGNATION -  MAN RM 2
 AW4915  PID         -  AW4915
 AW4915  STATE/COUNTY-  TX/HARRIS
 AW4915  USGS QUAD   -  LA PORTE (1982)
 AW4915
 AW4915                         *CURRENT SURVEY CONTROL
 AW4915  ___________________________________________________________________
 AW4915* NAD 83(1986)-  29 41 57.     (N)    095 00 18.     (W)     SCALED    
 AW4915* NAVD 88     -         2.14   (+/-2cm)       7.0    (feet)  VERTCON   
 AW4915  ___________________________________________________________________
 AW4915  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW4915
 AW4915  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4915
 AW4915.The horizontal coordinates were scaled from a topographic map and have
 AW4915.an estimated accuracy of +/- 6 seconds.
 AW4915
 AW4915.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4915.The vertical order pertains to the NGVD 29 superseded value.
 AW4915
 AW4915.The geoid height was determined by GEOID03.
 AW4915
 AW4915;                    North         East    Units  Estimated Accuracy
 AW4915;SPC TXSC     - 4,213,390.      986,500.      MT  (+/- 180 meters Scaled)
 AW4915
 AW4915                          SUPERSEDED SURVEY CONTROL
 AW4915
 AW4915  NGVD 29 (??/??/92)    2.137  (m)            7.01   (f) ADJ UNCH    1 2
 AW4915
 AW4915.Superseded values are not recommended for survey control.
 AW4915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4915.See file dsdata.txt to determine how the superseded data were derived.
 AW4915
 AW4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN060871(NAD 83)
 AW4915
 AW4915  HISTORY     - Date     Condition        Report By
 AW4915  HISTORY     - 1930     MONUMENTED
 AW4915  HISTORY     - 1939     GOOD             CGS
 AW4915
 AW4915                          STATION DESCRIPTION
 AW4915
 AW4915'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (GRS)
 AW4915'MAN R.M. 2 ABOUT 1.7 MILES NORTHWEST OF THE FERRY LANDING AT MORGANS
 AW4915'POINT, ON SPILMAN ISLAND, ABOUT 600 FEET SOUTH OF THE CENTER
 AW4915'LINE OF THE HOUSTON SHIP CHANNEL, AND ABOUT 50 FEET SOUTHEAST
 AW4915'OF U.S.E. STATION 100+22.4 P.C.  A STANDARD REFERENCE MARK
 AW4915'DISK, STAMPED MAN R.M. 2 AND SET IN THE TOP OF A CONCRETE
 AW4915'POST.  (2.117 METERS OR 6.946 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1321 ***********************************************************************
 DM1321  DESIGNATION -  MANCHESTER
 DM1321  PID         -  DM1321
 DM1321  STATE/COUNTY-  TX/RED RIVER
 DM1321  USGS QUAD   -  MANCHESTER (1951)
 DM1321
 DM1321                         *CURRENT SURVEY CONTROL
 DM1321  ___________________________________________________________________
 DM1321* NAD 83(1993)-  33 46 57.72685(N)    095 10 17.11324(W)     ADJUSTED  
 DM1321* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 DM1321  ___________________________________________________________________
 DM1321  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 DM1321  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DM1321
 DM1321  HORZ ORDER  -  THIRD
 DM1321
 DM1321.The horizontal coordinates were established by classical geodetic methods
 DM1321.and adjusted by the National Geodetic Survey in February 1996..
 DM1321
 DM1321.The orthometric height was scaled from a topographic map.
 DM1321
 DM1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1321
 DM1321.The geoid height was determined by GEOID03.
 DM1321
 DM1321;                    North         East     Units Scale Factor Converg.
 DM1321;SPC TXNC     - 2,239,538.029   908,225.124   MT  0.99995387   +1 48 55.4
 DM1321;SPC TXNC     - 7,347,551.02  2,979,735.26   sFT  0.99995387   +1 48 55.4
 DM1321;UTM  15      - 3,740,181.855   298,946.364   MT  1.00009835   -1 12 28.1
 DM1321
 DM1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1321!SPC TXNC     -   0.99998075  x   0.99995387  =   0.99993462
 DM1321!UTM  15      -   0.99998075  x   1.00009835  =   1.00007910
 DM1321
 DM1321|---------------------------------------------------------------------|
 DM1321| PID    Reference Object                     Distance      Geod. Az  |
 DM1321|                                                           dddmmss.s |
 DM1321| DM1322 64 WWF USGS 1951                     56.652 METERS 01338     |
 DM1321| CY1558 MANCHESTER RM 1                      24.728 METERS 11759     |
 DM1321| CY1557 MANCHESTER AZ MK                                   1780704.2 |
 DM1321| CY1559 MANCHESTER RM 2                      23.790 METERS 19153     |
 DM1321| DM1354 WOODLAND                            APPROX.10.0 KM 2881324.0 |
 DM1321|---------------------------------------------------------------------|
 DM1321
 DM1321                          SUPERSEDED SURVEY CONTROL
 DM1321
 DM1321  NAD 83(1993)-  33 46 57.72712(N)    095 10 17.11265(W) AD(       ) 3
 DM1321  NAD 83(1986)-  33 46 57.73348(N)    095 10 17.10166(W) AD(       ) 3
 DM1321  NAD 27      -  33 46 57.34700(N)    095 10 16.29300(W) AD(       ) 3
 DM1321
 DM1321.Superseded values are not recommended for survey control.
 DM1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1321.See file dsdata.txt to determine how the superseded data were derived.
 DM1321
 DM1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9894640182(NAD 83)
 DM1321_MARKER: DS = TRIANGULATION STATION DISK
 DM1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1321
 DM1321  HISTORY     - Date     Condition        Report By
 DM1321  HISTORY     - 1951     MONUMENTED       CGS
 DM1321  HISTORY     - 1957     GOOD             CGS
 DM1321
 DM1321                          STATION DESCRIPTION
 DM1321
 DM1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1321'STATION IS LOCATED ABOUT 9 MILES NORTH OF BAGWELL AND 4 MILES
 DM1321'SOUTH OF MANCHESTER IN WOODS LAND ALONG THE RIGHT OF WAY OF
 DM1321'DIRT ROAD.  STATION IS 48 FEET NORTHWEST OF A SMALL BLAZED
 DM1321'TREE, 37 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD AND
 DM1321'19 FEET WEST OF ANOTHER SMALL BLAZED TREE.  THE MARK IS FLUSH
 DM1321'WITH THE GROUND AND THE DISK IS STAMPED MANCHESTER 1951.
 DM1321'
 DM1321'REFERENCE MARK NO. 1 IS 33 FEET EAST OF THE APPROXIMATE
 DM1321'CENTERLINE OF ROAD.  THE MARK IS FLUSH WITH THE GROUND AND
 DM1321'THE DISK IS STAMPED MANCHESTER NO 1 1951.
 DM1321'
 DM1321'REFERENCE MARK NO. 2 IS 56 FEET WEST OF THE APPROXIMATE
 DM1321'CENTERLINE OF ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND
 DM1321'THE DISK IS STAMPED MANCHESTER NO 2 1951.
 DM1321'
 DM1321'AZIMUTH MARK IS 18 FEET EAST OF THE APPROXIMATE CENTERLINE
 DM1321'OF ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 DM1321'IS STAMPED MANCHESTER 1951.
 DM1321'
 DM1321'A TRAVERSE CONNECTION WAS MADE TO 64 WWF (USGS).  THE MARK
 DM1321'IS 22 FEET SOUTH SOUTHWEST OF BLAZED TREE, 20 FEET NORTHEAST
 DM1321'OF WOOD CULVERT AND 18 FEET EAST OF THE APPROXIMATE CENTERLINE
 DM1321'OF ROAD.  THE MARK IS A 6X6 CONCRETE POST WITH STANDARD DISK,
 DM1321'PROJECTS ABOUT 6 INCHES AND IS STAMPED 64 WWF 1949.
 DM1321'
 DM1321'TO REACH FROM BAGWELL WHERE U.S. HIGHWAY 82 TURNS FROM NORTH
 DM1321'TO WEST GO NORTH ON DIRT ROAD CROSSING RAILROAD TRACKS JUST
 DM1321'EAST OF DEPOT FOR 0.1 MILE.  TURN LEFT AND GO WEST FOR 0.1
 DM1321'MILE.  TURN RIGHT AND FOLLOW MAIN ROAD NORTH FOR 8.2 MILES
 DM1321'TO AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 DM1321'CONTINUE NORTH FOR 0.5 MILE TO STATION ON LEFT OR WEST SIDE
 DM1321'OF ROAD AS DESCRIBED.
 DM1321'
 DM1321'CONSIDERABLE CLEARING WOULD BE NECESSARY TO MARK AZIMUTH V.G.
 DM1321'
 DM1321'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1321
 DM1321                          STATION RECOVERY (1957)
 DM1321
 DM1321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1321'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION
 DM1321'AS DESCRIBED.  UNABLE TO LOCATE REFERENCE MARK NO. 1 AND THE
 DM1321'AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 DM1321'ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0737 ***********************************************************************
 BN0737  DESIGNATION -  MANER
 BN0737  PID         -  BN0737
 BN0737  STATE/COUNTY-  TX/GILLESPIE
 BN0737  USGS QUAD   -  HARPER EAST (1967)
 BN0737
 BN0737                         *CURRENT SURVEY CONTROL
 BN0737  ___________________________________________________________________
 BN0737* NAD 83(1993)-  30 19 26.81615(N)    099 08 28.15996(W)     ADJUSTED  
 BN0737* NAVD 88     -       677.     (meters)    2221.     (feet)  SCALED    
 BN0737  ___________________________________________________________________
 BN0737  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BN0737  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BN0737
 BN0737  HORZ ORDER  -  FIRST
 BN0737
 BN0737.The horizontal coordinates were established by classical geodetic methods
 BN0737.and adjusted by the National Geodetic Survey in February 1996..
 BN0737
 BN0737.The orthometric height was scaled from a topographic map.
 BN0737
 BN0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0737
 BN0737.The geoid height was determined by GEOID03.
 BN0737
 BN0737;                    North         East     Units Scale Factor Converg.
 BN0737;SPC TX C     - 3,073,497.023   814,645.365   MT  0.99995109   +0 36 50.6
 BN0737;SPC TX C     -10,083,631.48  2,672,715.67   sFT  0.99995109   +0 36 50.6
 BN0737;SPC TXSC     - 4,276,065.980   586,424.742   MT  1.00001203   -0 04 09.0
 BN0737;SPC TXSC     -14,029,059.80  1,923,961.84   sFT  1.00001203   -0 04 09.0
 BN0737;UTM  14      - 3,354,709.313   486,430.325   MT  0.99960227   -0 04 16.6
 BN0737
 BN0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0737!SPC TX C     -   0.99989709  x   0.99995109  =   0.99984818
 BN0737!SPC TXSC     -   0.99989709  x   1.00001203  =   0.99990912
 BN0737!UTM  14      -   0.99989709  x   0.99960227  =   0.99949940
 BN0737
 BN0737|---------------------------------------------------------------------|
 BN0737| PID    Reference Object                     Distance      Geod. Az  |
 BN0737|                                                           dddmmss.s |
 BN0737| CV5602 MANER RM 1                           21.842 METERS 20948     |
 BN0737| CV5603 MANER RM 2                           25.528 METERS 28246     |
 BN0737| CV5601 MANER AZ MK                                        3422717.2 |
 BN0737|---------------------------------------------------------------------|
 BN0737
 BN0737                          SUPERSEDED SURVEY CONTROL
 BN0737
 BN0737  NAD 83(1986)-  30 19 26.82525(N)    099 08 28.14716(W) AD(       ) 1
 BN0737  NAD 27      -  30 19 26.11100(N)    099 08 26.97800(W) AD(       ) 1
 BN0737
 BN0737.Superseded values are not recommended for survey control.
 BN0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0737.See file dsdata.txt to determine how the superseded data were derived.
 BN0737
 BN0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8643054709(NAD 83)
 BN0737_MARKER: DS = TRIANGULATION STATION DISK
 BN0737_SETTING: 66 = SET IN ROCK OUTCROP
 BN0737_SP_SET: PARTIALLY EXPOSED BEDROCK
 BN0737
 BN0737  HISTORY     - Date     Condition        Report By
 BN0737  HISTORY     - 1935     MONUMENTED       CGS
 BN0737  HISTORY     - 1944     GOOD             CGS
 BN0737  HISTORY     - 1956     GOOD             CGS
 BN0737  HISTORY     - 1958     GOOD             CGS
 BN0737  HISTORY     - 19930812 GOOD             USPSQD
 BN0737
 BN0737                          STATION DESCRIPTION
 BN0737
 BN0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0737'STATION IS LOCATED ABOUT 6.5 MILES ENE OF HARPER, 21 MILES A
 BN0737'LITTLE W OF N FROM KERRVILLE, ABOUT 2 MILES N OF STATE HIGHWAY
 BN0737'20, ON THE SUMMIT OF A ROCKY KNOLL IN THE CENTER OF SPANISH OAK
 BN0737'PASTURE LAND ON A HIGH RIDGE N OF THE PERDENALES RIVER NEAR THE
 BN0737'HEADWATERS OF FLAG CREEK, ON THE PROPERTY OF MR. H.H. MANER,
 BN0737'ABOUT 1/4 MILE S OF HIS HOUSE.  IT IS 193 FEET E OF N-S
 BN0737'FENCELINE.
 BN0737'
 BN0737'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ABOUT
 BN0737'6 INCHES BELOW GROUND.
 BN0737'
 BN0737'REFERENCE MARK 1 IS 165 FEET E OF N-S FENCELINE.  IT IS A
 BN0737'BRONZE REFERENCE DISK SET IN ROCK FLUSH WITH THE GROUND.
 BN0737'
 BN0737'REFERENCE MARK 2 IS 105 FEET E OF N-S FENCELINE.  IT IS A
 BN0737'BRONZE REFERENCE DISK SET IN BEDROCK FLUSH WITH THE GROUND.
 BN0737'
 BN0737'AZIMUTH MARK IS 87 FEET W OF W GATEPOST.  REACHED FROM BLAZED
 BN0737'TREE W OF STATION BY GOING 0.4 MILE N AROUND BARN OF H.H. MANER
 BN0737'TO GATE AND AZIMUTH MARK 87 FEET W OF GATE IN E-W FENCELINE.
 BN0737'IT IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BN0737'
 BN0737'TO REACH STATION FROM THE POST OFFICE IN HARPER, GO E ON STATE
 BN0737'HIGHWAY 20 FOR 2.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT (NE)
 BN0737'AND FOLLOW THIS MAIN SIDE ROAD FOR 4.15 MILES TO A GATE LEFT
 BN0737'AND 3 MAIL BOXES, ONE MARKED JOHN MANER AND SONS.  TURN LEFT (N)
 BN0737'THROUGH GATE AND GO 0.2 MILE TO FORK IN ROAD (BLAZED TREE).
 BN0737'FOLLOW RIGHT FORK UPGRADE FOR 0.75 MILE TO WOOD GATE.  GO
 BN0737'THROUGH GATE AND CONTINUE N FOR 0.1 MILE TO BLAZED TREE ON
 BN0737'RIGHT.  TAKE DOWN FENCE AND DRIVE NE 200 FEET TO STATION.
 BN0737'
 BN0737'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BN0737
 BN0737                          STATION RECOVERY (1944)
 BN0737
 BN0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0737'STATION IS 7 MILES, AIR LINE, ENE OF HARPER, 2 MILES N OF
 BN0737'U.S. HIGHWAY 290, ON A HIGH ROCKY RIDGE N OF THE PERDENALES
 BN0737'RIVER.  IT IS ON A ROCKY KNOLL IN WOODED PASTURE LAND, 175
 BN0737'FEET E OF A BLADED ROAD, AND 7 FEET ESE OF A 4- BY 4-INCH
 BN0737'WOODEN MARKER POST.
 BN0737'
 BN0737'STATION MARK IS STAMPED MANER 1935 AND IS 10 INCHES BELOW
 BN0737'THE GROUND.
 BN0737'
 BN0737'REFERENCE MARK 1 IS STAMPED MANER NO 1 1935.
 BN0737'
 BN0737'REFERENCE MARK 2 IS STAMPED MANER NO 2 1935 AND IS FLUSH
 BN0737'WITH THE GROUND.
 BN0737'
 BN0737'AZIMUTH MARK IS 80 FEET W OF A GATE IN ROAD LEADING N FROM
 BN0737'THE MANER RANCH, AND 0.5 FOOT S OF A FENCE.  IT IS A BRONZE
 BN0737'REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE POST THAT
 BN0737'PROJECTS ABOUT 6 INCHES.  IT IS STAMPED MANER AZI 1935.
 BN0737
 BN0737                          STATION RECOVERY (1956)
 BN0737
 BN0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0737'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 BN0737'AND FOUND TO BE IN GOOD CONDITION.  FOLLOWING IS A COMPLETE
 BN0737'NEW DESCRIPTION.
 BN0737'
 BN0737'THE STATION IS ABOUT 17 MILES WEST OF FREDERICKSBURG, 2 MILES
 BN0737'NORTH OF U.S. HIGHWAY 290, ON THE HIGHEST POINT OF A HILL
 BN0737'OWNED BY J.T. MANER WHO LIVES ABOUT 1/4 MILE NORTH OF THE
 BN0737'STATION SITE.  IT IS 200 FEET EAST OF THE CENTER OF A GRADED
 BN0737'ROAD, 184 FEET EAST OF A FENCE AND 6 FEET NORTHEAST OF A 4 IN
 BN0737'X 4 IN WHITE WITNESS POST.
 BN0737'
 BN0737'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND
 BN0737'290 AT THE NORTHWEST EDGE OF FREDERICKSBURG, GO WESTERLY ON
 BN0737'HIGHWAY 290 FOR 10.65 MILES TO A STORE AND SERVICE STATION
 BN0737'ON THE LEFT, CONTINUE WESTERLY ON THE HIGHWAY FOR 5.85 MILES
 BN0737'TO A SIDE ROAD AND A CATTLE GUARD ON THE RIGHT, TURN RIGHT, CROSS
 BN0737'THE CATTLE GUARD, AND FOLLOW A GRADED ROAD NORTH FOR 0.85 MILE
 BN0737'TO A CROSSROADS BETWEEN TWO CATTLE GUARDS, TURN RIGHT AND GO
 BN0737'EAST FOR 0.55 MILE TO A CATTLE GUARD ON THE LEFT, TURN LEFT
 BN0737'AND GO NORTH FOR 1.05 MILES TO THE STATION ON THE RIGHT.
 BN0737'CONTINUE NORTH ON THE GRADED ROAD FOR 0.4 MILE TO THE AZIMUTH
 BN0737'MARK ON THE LEFT.
 BN0737'
 BN0737'THE STATION MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND,
 BN0737'AND THE DISK IS STAMPED MANER 1935.
 BN0737'
 BN0737'REFERENCE MARK 1 IS 67 FEET SOUTH OF THE WITNESS POST.  THE MARK
 BN0737'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MANER NO 1
 BN0737'1935.
 BN0737'
 BN0737'REFERENCE MARK 2 IS 81 FEET WEST OF THE WITNESS POST.  THE MARK
 BN0737'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MANER NO 2 1935.
 BN0737'
 BN0737'THE AZIMUTH MARK IS 94 FEET WEST OF THE CENTER OF THE ROAD
 BN0737'AND A CATTLE GUARD, 2 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS
 BN0737'POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES,
 BN0737'AND THE DISK IS STAMPED MANER AZI 1935.
 BN0737'
 BN0737'HEIGHT OF LIGHT ABOVE THE STATION MARK 23 METERS.
 BN0737
 BN0737                          STATION RECOVERY (1958)
 BN0737
 BN0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHS)
 BN0737'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BN0737'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BN0737
 BN0737                          STATION RECOVERY (1993)
 BN0737
 BN0737'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1017 ***********************************************************************
 CA1017  DESIGNATION -  MANLEY
 CA1017  PID         -  CA1017
 CA1017  STATE/COUNTY-  TX/SAN SABA
 CA1017  USGS QUAD   -  BUFFALO KNOB (1979)
 CA1017
 CA1017                         *CURRENT SURVEY CONTROL
 CA1017  ___________________________________________________________________
 CA1017* NAD 83(1993)-  31 03 16.94786(N)    098 47 28.62054(W)     ADJUSTED  
 CA1017* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 CA1017  ___________________________________________________________________
 CA1017  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CA1017  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CA1017
 CA1017  HORZ ORDER  -  FIRST
 CA1017
 CA1017.The horizontal coordinates were established by classical geodetic methods
 CA1017.and adjusted by the National Geodetic Survey in February 1996..
 CA1017
 CA1017.The orthometric height was scaled from a topographic map.
 CA1017
 CA1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1017
 CA1017.The geoid height was determined by GEOID03.
 CA1017
 CA1017;                    North         East     Units Scale Factor Converg.
 CA1017;SPC TX C     - 3,154,891.363   847,166.134   MT  0.99988217   +0 47 39.3
 CA1017;SPC TX C     -10,350,672.75  2,779,410.89   sFT  0.99988217   +0 47 39.3
 CA1017;UTM  14      - 3,435,683.662   519,913.980   MT  0.99960489   +0 06 27.6
 CA1017
 CA1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1017!SPC TX C     -   0.99991955  x   0.99988217  =   0.99980173
 CA1017!UTM  14      -   0.99991955  x   0.99960489  =   0.99952447
 CA1017
 CA1017|---------------------------------------------------------------------|
 CA1017| PID    Reference Object                     Distance      Geod. Az  |
 CA1017|                                                           dddmmss.s |
 CA1017| CV5604 MANLEY RM 1                          38.090 METERS 04504     |
 CA1017| CA1013 DEE                                 APPROX.12.2 KM 0821137.4 |
 CA1017| CV5605 MANLEY RM 2                          29.535 METERS 13438     |
 CA1017| CV5606 MANLEY RM 3                          50.515 METERS 26537     |
 CA1017|---------------------------------------------------------------------|
 CA1017
 CA1017                          SUPERSEDED SURVEY CONTROL
 CA1017
 CA1017  NAD 83(1986)-  31 03 16.95822(N)    098 47 28.60660(W) AD(       ) 1
 CA1017  NAD 27      -  31 03 16.35600(N)    098 47 27.45900(W) AD(       ) 1
 CA1017
 CA1017.Superseded values are not recommended for survey control.
 CA1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1017.See file dsdata.txt to determine how the superseded data were derived.
 CA1017
 CA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV1991435684(NAD 83)
 CA1017_MARKER: DS = TRIANGULATION STATION DISK
 CA1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1017_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1017
 CA1017  HISTORY     - Date     Condition        Report By
 CA1017  HISTORY     - 1935     MONUMENTED       CGS
 CA1017  HISTORY     - 1937     GOOD             CGS
 CA1017  HISTORY     - 1937     GOOD             TXHD
 CA1017
 CA1017                          STATION DESCRIPTION
 CA1017
 CA1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1017'STATION IS LOCATED ABOUT 9 MILES SSW OF SAN SABA, 6-1/2 MILES
 CA1017'NW OF CHEROKEE ON S END OF A SHORT GENTLY SLOPING N-S RIDGE,
 CA1017'SPARSELY COVERED WITH MESQUITE TREES, WHICH IS GIVEN OVER
 CA1017'TO PASTURE LAND AND OWNED BY R.N. MANLEY.
 CA1017'
 CA1017'SURFACE AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS
 CA1017'SET IN CONCRETE.
 CA1017'
 CA1017'UNDERGROUND AND REFERENCE MARKS NO. 1 AND NO. 3 ARE STANDARD
 CA1017'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CA1017'
 CA1017'REACHED FROM SW CORNER OF COURTHOUSE SQUARE IN SAN SABA BY
 CA1017'GOING W ONE BLOCK, THENCE S ON STATE HIGHWAY 81 FOR 8.25 MILES.
 CA1017'LEAVE HIGHWAY AND GO W THROUGH PLANK GATE 0.35 MILE ON RANCH
 CA1017'ROAD TO MANLEY RANCH.  CONTINUE WESTERLY, PASSING ON S SIDE
 CA1017'OF RANCH HOUSE FOR 0.35 MILE TO TWO PLANK GATES.  PASS THROUGH
 CA1017'RIGHT HAND GATE AND GO ON MAIN ROAD 0.15 MILE TO TOP OF RISE.
 CA1017'THEN TAKE LEFT FORK FOR 0.6 MILE, THENCE ON LEFT FORK FOR
 CA1017'0.9 MILE, THENCE ON LEFT FORK FOR 0.3 MILE TO PLANK GATE AND
 CA1017'WATER HOLE TO EASTWARD, CONTINUE SOUTHWARD FOR 0.4 MILE AND
 CA1017'TAKE RIGHT FORK FOR 0.4 MILE, THENCE ON RIGHT FORK FOR 0.8
 CA1017'MILE TO TOP OF RIDGE, THERE TURN RIGHT AND GO SSE 0.2 MILE
 CA1017'TO S END OF RIDGE AND STATION.  MARK PROJECTS ABOUT 10
 CA1017'INCHES ABOVE THE GROUND.
 CA1017'
 CA1017'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA1017
 CA1017                          STATION RECOVERY (1937)
 CA1017
 CA1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 CA1017'ALL MARKS WERE FOUND IN GOOD CONDITION.  STATION MARK IS
 CA1017'A CONCRETE CYLINDER PROJECTING 12 INCHES ABOVE THE GROUND.
 CA1017'REFERENCE MARKS ARE SET IN BEDROCK, EXCEPT NO. 2 WHICH IS IN A
 CA1017'CONCRETE CYLINDER, PROJECTING 1 FOOT.
 CA1017
 CA1017                          STATION RECOVERY (1937)
 CA1017
 CA1017'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1017'THE PLANK GATE AT HIGHWAY, NOW IS METAL, SILVER PAINTED, BUMP
 CA1017'GATE, WITH SIGN AT TOP MANLEY RANCH.  AFTER LEAVING WATER
 CA1017'HOLE AND GATE, THE ROAD HAS CHANGED.  KEEP TO MAIN ROAD TO
 CA1017'TOP OF GRADE AND THEN FOLLOW RIDGE LEFT TO TOP OF SMALL
 CA1017'PEAK AND STATION.
 CA1017'
 CA1017'SURFACE MARK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1227 ***********************************************************************
 CT1227  DESIGNATION -  MANLY
 CT1227  PID         -  CT1227
 CT1227  STATE/COUNTY-  TX/JONES
 CT1227  USGS QUAD   -  HAMBY (1987)
 CT1227
 CT1227                         *CURRENT SURVEY CONTROL
 CT1227  ___________________________________________________________________
 CT1227* NAD 83(1993)-  32 34 33.66709(N)    099 39 46.32282(W)     ADJUSTED  
 CT1227* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 CT1227  ___________________________________________________________________
 CT1227  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CT1227  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CT1227
 CT1227  HORZ ORDER  -  THIRD
 CT1227
 CT1227.The horizontal coordinates were established by classical geodetic methods
 CT1227.and adjusted by the National Geodetic Survey in February 1996..
 CT1227
 CT1227.The orthometric height was scaled from a topographic map.
 CT1227
 CT1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1227
 CT1227.The geoid height was determined by GEOID03.
 CT1227
 CT1227;                    North         East     Units Scale Factor Converg.
 CT1227;SPC TXNC     - 2,101,442.727   490,821.912   MT  0.99990685   -0 38 03.2
 CT1227;SPC TXNC     - 6,894,483.35  1,610,304.89   sFT  0.99990685   -0 38 03.2
 CT1227;UTM  14      - 3,604,479.708   437,782.631   MT  0.99964773   -0 21 24.9
 CT1227
 CT1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1227!SPC TXNC     -   0.99992075  x   0.99990685  =   0.99982761
 CT1227!UTM  14      -   0.99992075  x   0.99964773  =   0.99956851
 CT1227
 CT1227                          SUPERSEDED SURVEY CONTROL
 CT1227
 CT1227  NAD 83(1986)-  32 34 33.67320(N)    099 39 46.31203(W) AD(       ) 3
 CT1227
 CT1227.Superseded values are not recommended for survey control.
 CT1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1227.See file dsdata.txt to determine how the superseded data were derived.
 CT1227
 CT1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3778304480(NAD 83)
 CT1227_MARKER: DD = SURVEY DISK
 CT1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1227+STABILITY: SURFACE MOTION
 CT1227
 CT1227  HISTORY     - Date     Condition        Report By
 CT1227  HISTORY     - 1956     MONUMENTED       USGS
 CT1227  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT1227
 CT1227                          STATION DESCRIPTION
 CT1227
 CT1227'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CT1227'STATION LOCATED ABOUT 8 MI. N. AND 4 MI. E. OF ABILENE, TEXAS, ON THE
 CT1227'HIGH POINT OF A N-S. RIDGE OVERLOOKING LAKE FORT PHANTOM HILL TO THE
 CT1227'W.
 CT1227'
 CT1227'TO REACH FROM ABILENE, GO NE. ON STATE HIGHWAY 351 ABOUT 3 MI., TURN
 CT1227'LEFT (N.) ON STATE FARM ROAD 1082 FOR 5.2 MI., TURN LEFT OFF HIGHWAY
 CT1227'AT GATE JUST N. OF A CEMETERY, GO THRU GATE AND GO 0.2 MI. TO
 CT1227'ABANDONED QUARRY, STATION IS ON W. EDGE OF QUARRY.
 CT1227'
 CT1227'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 2 IN.
 CT1227'AND STAMPED---MANLY 1956---.
 CT1227'
 CT1227'REFERENCE MARKS--NONE.
 CT1227
 CT1227                          STATION RECOVERY (2001)
 CT1227
 CT1227'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0799 ***********************************************************************
 CB0799  DESIGNATION -  MANN
 CB0799  PID         -  CB0799
 CB0799  STATE/COUNTY-  TX/RUNNELS
 CB0799  USGS QUAD   -  WILMETH (1987)
 CB0799
 CB0799                         *CURRENT SURVEY CONTROL
 CB0799  ___________________________________________________________________
 CB0799* NAD 83(1993)-  31 54 58.67030(N)    100 03 22.92180(W)     ADJUSTED  
 CB0799* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 CB0799  ___________________________________________________________________
 CB0799  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CB0799  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CB0799
 CB0799  HORZ ORDER  -  THIRD
 CB0799
 CB0799.The horizontal coordinates were established by classical geodetic methods
 CB0799.and adjusted by the National Geodetic Survey in February 1996..
 CB0799
 CB0799.The orthometric height was scaled from a topographic map.
 CB0799
 CB0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0799
 CB0799.The geoid height was determined by GEOID03.
 CB0799
 CB0799;                    North         East     Units Scale Factor Converg.
 CB0799;SPC TX C     - 3,249,428.139   726,195.360   MT  1.00000902   +0 08 33.6
 CB0799;SPC TX C     -10,660,832.15  2,382,525.94   sFT  1.00000902   +0 08 33.6
 CB0799;UTM  14      - 3,531,644.721   400,127.421   MT  0.99972301   -0 33 30.7
 CB0799
 CB0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0799!SPC TX C     -   0.99991258  x   1.00000902  =   0.99992160
 CB0799!UTM  14      -   0.99991258  x   0.99972301  =   0.99963561
 CB0799
 CB0799:                Primary Azimuth Mark                     Grid Az
 CB0799:SPC TX C     -  MANN AZ MK                               122 13 12.5
 CB0799:UTM  14      -  MANN AZ MK                               122 55 16.8
 CB0799
 CB0799|---------------------------------------------------------------------|
 CB0799| PID    Reference Object                     Distance      Geod. Az  |
 CB0799|                                                           dddmmss.s |
 CB0799| CV4712 MANN AZ MK                                         1222146.1 |
 CB0799| CV4713 MANN RM 1                             9.215 METERS 18030     |
 CB0799| CV4714 MANN RM 2                            19.442 METERS 31550     |
 CB0799|---------------------------------------------------------------------|
 CB0799
 CB0799                          SUPERSEDED SURVEY CONTROL
 CB0799
 CB0799  NAD 83(1986)-  31 54 58.67707(N)    100 03 22.90840(W) AD(       ) 3
 CB0799  NAD 27      -  31 54 58.15080(N)    100 03 21.57670(W) AD(       ) 3
 CB0799
 CB0799.Superseded values are not recommended for survey control.
 CB0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0799.See file dsdata.txt to determine how the superseded data were derived.
 CB0799
 CB0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0012731645(NAD 83)
 CB0799_MARKER: DS = TRIANGULATION STATION DISK
 CB0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0799
 CB0799  HISTORY     - Date     Condition        Report By
 CB0799  HISTORY     - 1961     MONUMENTED       CGS
 CB0799  HISTORY     - 1974     GOOD             NGS
 CB0799
 CB0799                          STATION DESCRIPTION
 CB0799
 CB0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CB0799'THE STATION IS APPROXIMATELY 6 MILES SOUTHWEST OF WINTERS AND
 CB0799'5-1/2 MILES SOUTHEAST OF WILMETH, ON THE WEST RIGHT-OF-WAY
 CB0799'OF FARM ROAD 2111.
 CB0799'
 CB0799'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 CB0799'FARM ROAD 53 IN WINTERS, GO WESTERLY ON FARM ROAD 53 FOR 5.6
 CB0799'MILES TO THE JUNCTION OF FARM ROAD 384 ON THE LEFT.  TURN LEFT
 CB0799'ON FARM ROAD 384 FOR 0.1 MILE TO THE JUNCTION OF FARM ROAD
 CB0799'2111 ON THE LEFT.  TURN LEFT, SOUTH, ON FARM ROAD 2111 FOR 2.9
 CB0799'MILES TO A CROSSROAD AND STATION ON THE RIGHT.  CONTINUE
 CB0799'EAST ON FARM ROAD 2111 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 CB0799'LEFT.
 CB0799'
 CB0799'STATION MARKS ARE STANDARD DISKS STAMPED MANN 1961.  THE SURFACE
 CB0799'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 CB0799'THE GROUND.  IT IS 66 FEET NORTHWEST OF A POWER POLE, 59 FEET
 CB0799'SOUTH OF THE CENTER OF FARM ROAD 2111, 24 FEET WEST OF THE CENTER
 CB0799'OF A GRAVEL ROAD, 7.5 FEET SOUTHEAST OF A METAL WITNESS POST
 CB0799'AND 7 FEET WEST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 CB0799'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 CB0799'GROUND.
 CB0799'
 CB0799'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MANN NO 1 1961,
 CB0799'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 CB0799'96 FEET SOUTH OF THE CENTER OF FARM ROAD 2111, 52 FEET WEST OF
 CB0799'THE POWER POLE AND 1 FOOT WEST OF A FENCE.
 CB0799'
 CB0799'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MANN NO 2 1961,
 CB0799'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 CB0799'42 FEET SOUTH OF THE CENTER OF FARM ROAD 2111 AND 2 FEET NORTH
 CB0799'OF A FENCE.
 CB0799'
 CB0799'AZIMUTH MARK, A STANDARD DISK STAMPED MANN 1961, IS SET IN
 CB0799'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 57 FEET
 CB0799'NORTHEAST OF THE CENTER OF FARM ROAD 2111 AND 32 FEET SOUTHEAST
 CB0799'OF THE CENTER OF A GRAVEL ROAD, 2 FEET SOUTHWEST OF A METAL
 CB0799'WITNESS POST AND 1.5 FEET NORTHWEST OF A POWER POLE.
 CB0799'
 CB0799'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CB0799
 CB0799                          STATION RECOVERY (1974)
 CB0799
 CB0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CMF)
 CB0799'REF. MARK MANN 1 1961-GOOD
 CB0799'
 CB0799'REF. MARK 2-COMPLETELY DUG OUT OF GROUND AND NOW APPROX.
 CB0799'35 FT N. OF R.M. 1.
 CB0799'
 CB0799'IF YOU SHOULD HAVE AN ELEV. ON MANN 1 REF MARK, I WILL APPRECIATE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0728 ***********************************************************************
 CC0728  DESIGNATION -  MANNING
 CC0728  PID         -  CC0728
 CC0728  STATE/COUNTY-  TX/UPTON
 CC0728  USGS QUAD   -  BENGE CORNER SW (1968)
 CC0728
 CC0728                         *CURRENT SURVEY CONTROL
 CC0728  ___________________________________________________________________
 CC0728* NAD 83(1993)-  31 36 37.32956(N)    102 08 47.37381(W)     ADJUSTED  
 CC0728* NAVD 88     -       877.3    (meters)    2878.     (feet)  VERTCON   
 CC0728  ___________________________________________________________________
 CC0728  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CC0728  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CC0728
 CC0728  HORZ ORDER  -  SECOND
 CC0728
 CC0728.The horizontal coordinates were established by classical geodetic methods
 CC0728.and adjusted by the National Geodetic Survey in February 1996..
 CC0728
 CC0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0728
 CC0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0728
 CC0728.The geoid height was determined by GEOID03.
 CC0728
 CC0728;                    North         East     Units Scale Factor Converg.
 CC0728;SPC TX C     - 3,216,876.440   527,966.586   MT  0.99993807   -0 56 02.0
 CC0728;SPC TX C     -10,554,035.45  1,732,170.37   sFT  0.99993807   -0 56 02.0
 CC0728;UTM  13      - 3,500,784.530   770,713.355   MT  1.00050398   +1 29 47.6
 CC0728
 CC0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0728!SPC TX C     -   0.99986605  x   0.99993807  =   0.99980413
 CC0728!UTM  13      -   0.99986605  x   1.00050398  =   1.00036996
 CC0728
 CC0728:                Primary Azimuth Mark                     Grid Az
 CC0728:SPC TX C     -  AIRWAYS BEACON 26                        020 48 34.0
 CC0728:UTM  13      -  AIRWAYS BEACON 26                        018 22 44.4
 CC0728
 CC0728|---------------------------------------------------------------------|
 CC0728| PID    Reference Object                     Distance      Geod. Az  |
 CC0728|                                                           dddmmss.s |
 CC0728| CU1130 AIRWAYS BEACON 26                   APPROX.55.1 KM 0195232.0 |
 CC0728| CH8955 MANNING AZ MK                                      0983821.8 |
 CC0728| CH8958 MANNING RM 3                         32.701 METERS 20023     |
 CC0728| CH8956 MANNING RM 1                         32.281 METERS 20052     |
 CC0728| CH8959 MANNING RM 4                         26.286 METERS 29634     |
 CC0728| CH8957 MANNING RM 2                         26.228 METERS 29856     |
 CC0728|---------------------------------------------------------------------|
 CC0728
 CC0728                          SUPERSEDED SURVEY CONTROL
 CC0728
 CC0728  NAD 83(1986)-  31 36 37.33459(N)    102 08 47.36414(W) AD(       ) 2
 CC0728  NAD 27      -  31 36 36.84900(N)    102 08 45.86900(W) AD(       ) 2
 CC0728  NGVD 29 (07/19/86)  876.9    (m)         2877.     (f) VERT ANG       
 CC0728
 CC0728.Superseded values are not recommended for survey control.
 CC0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0728.See file dsdata.txt to determine how the superseded data were derived.
 CC0728
 CC0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR7071300785(NAD 83)
 CC0728_MARKER: DS = TRIANGULATION STATION DISK
 CC0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0728
 CC0728  HISTORY     - Date     Condition        Report By
 CC0728  HISTORY     - 1935     MONUMENTED       CGS
 CC0728  HISTORY     - 1938     GOOD             TXHD
 CC0728  HISTORY     - 1939     GOOD             TSI
 CC0728  HISTORY     - 1967     POOR             CGS
 CC0728  HISTORY     - 1970     SEE DESCRIPTION  NGS
 CC0728
 CC0728                          STATION DESCRIPTION
 CC0728
 CC0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0728'STATION IS LOCATED ABOUT 18 MILES NNE OF CRANE, ON LAND OWNED
 CC0728'BY MR. JOHN WINDHAM AND LEASED BY MR. W.M. PYLE OF MIDLAND,
 CC0728'0.4 MILE WNW OF A RANCH HOUSE KNOWN AS THE MANNING PLACE, 296
 CC0728'1/2 FEET E OF THE CENTER OF AN ABANDONED WELL, AND PROJECTS
 CC0728'6 INCHES.
 CC0728'
 CC0728'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0728'BRONZE DISKS SET IN CONCRETE.
 CC0728'
 CC0728'REFERENCE MARK NO. 1 IS SSW OF THE STATION AND PROJECTS 8
 CC0728'INCHES.
 CC0728'
 CC0728'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND PROJECTS 4
 CC0728'INCHES.  IT IS 220-1/2 FEET ENE OF THE CENTER OF AN ABANDONED
 CC0728'WELL.
 CC0728'
 CC0728'AZIMUTH MARK IS ESE OF STATION AND PROJECTS 8 INCHES, 1 FOOT
 CC0728'NW OF A FENCE, 58.8 FEET SW OF THE S GATEPOST OF THE GATE IN
 CC0728'W CORRAL FENCE, 84 FEET NW OF A WELL.
 CC0728'
 CC0728'TO REACH STATION FROM COURTHOUSE IN MIDLAND, GO W FROM THE
 CC0728'SW CORNER OF THE LOT FOR 2 BLOCKS, TURN LEFT AND GO SOUTHERLY
 CC0728'ON MIDLAND-RANKIN HIGHWAY FOR 3.8 MILES.  FROM A CROSS ROAD WITH
 CC0728'FARMHOUSES IN THE SW AND SE ANGLES, CONTINUE STRAIGHT AHEAD,
 CC0728'SOUTHERLY ON THE HIGHWAY FOR 7.9 MILES, THEN SW FOR 1.5 MILES,
 CC0728'THEN SOUTHERLY FOR 5.0 MILES.  LEAVE THE MIDLAND-RANKIN HIGHWAY,
 CC0728'TURN RIGHT AND GO W ON THE CRANE HIGHWAY FOR 4.0 MILES, THEN
 CC0728'S 2.0 MILES, THEN W 3.8 MILES.  LEAVE HIGHWAY, TURN LEFT
 CC0728'THROUGH A WIRE GATE W OF CATTLE GUARD.  GO SOUTHERLY AND
 CC0728'SOUTHWESTERLY ON A TRACK ROAD FOR 3.1 MILES (PASSING THROUGH
 CC0728'A BOARD GATE AT 1.2 MILES), PASS THROUGH WIRE GATE, CONTINUE
 CC0728'SOUTHERLY ON THE TRACK ROAD, KEEPING TO THE LEFT OF HOUSE
 CC0728'FOR 0.1 MILE.  PASS THROUGH A LARGE CORRAL BETWEEN THE
 CC0728'DWELLING HOUSE AND THE BARN, CONTINUE SOUTHERLY ON THE
 CC0728'MAIN TRACK ROAD FOR 1.3 MILES TO A FENCE T-INTERSECTION.
 CC0728'PASS THROUGH WIRE GATE AND CONTINUE SOUTHERLY ON TRACK
 CC0728'ROAD ON THE E SIDE OF FENCE FOR 0.9 MILE.  PASS THROUGH BOARD
 CC0728'GATE ABOUT 50 FEET W OF A BARN, THEN S THROUGH A CORRAL
 CC0728'AND W THROUGH ANOTHER BOARD GATE, THEN WESTERLY 0.1 MILE
 CC0728'ALONG N SIDE OF FENCE.  LEAVE FENCE AND FOLLOW A DIM
 CC0728'TRACK ROAD WNW 0.3 MILE TO STATION.
 CC0728'
 CC0728'ALL OBJECTS EXCEPT STATIONS OPJONES, MIDKIFF, TEN THIRTY, LIGON,
 CC0728'BUG AND THE AIR BEACONS ARE VISIBLE FROM THE GROUND.
 CC0728'
 CC0728'A 50-FOOT STAND WILL CLEAR ALL LINES.
 CC0728
 CC0728                          STATION RECOVERY (1938)
 CC0728
 CC0728'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0728'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 CC0728'
 CC0728'TO REACH STATION FROM DEPOT IN RANKIN, DRIVE W ON U.S. HIGHWAY
 CC0728'67 FOR 0.4 MILE.  TURN N ON RANKIN-MIDLAND ROAD AND DRIVE
 CC0728'39.4 MILES, LEAVE HIGHWAY TURNING LEFT AND GO W ON CRANE
 CC0728'HIGHWAY FOR 4.0 MILES, S 2.0 MILES, W 3.8 MILES.  LEAVE HIGHWAY,
 CC0728'TURNING LEFT TO A WIRE GATE W OF OLD CATTLE GUARD, GO 5.6 MILES
 CC0728'ON MAIN GRADED ROAD TO RANCH HOUSE.  PASS THROUGH CORRAL GATES
 CC0728'BETWEEN HOUSE AND BARN, GO WESTERLY FOR 0.5 MILE TO AN OLD
 CC0728'ABANDONED WELL AND STATION.
 CC0728
 CC0728                          STATION RECOVERY (1939)
 CC0728
 CC0728'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0728'STATION MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0728'
 CC0728'FOR YOUR REFERENCE STATION MARK IS ABOUT 300 FEET E OF AN ABANDONED
 CC0728'EARTH TANK.
 CC0728
 CC0728                          STATION RECOVERY (1967)
 CC0728
 CC0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (TET)
 CC0728'STATION MARK RECOVERED, BADLY CHIPPED POST, DISK FIRMLY IN
 CC0728'PLACE AND FLUSH WITH GROUND.  REFERENCE MARK 2 AND AZIMUTH
 CC0728'MARK IN GOOD CONDITION.
 CC0728'
 CC0728'REFERENCE MARK 1 DISTURBED, APPROXIMATELY IN ORIGINAL POSITION
 CC0728'LYING ON SIDE AND BURIED.
 CC0728'
 CC0728'TO REACH--FROM ODESSA DRIVE ENE ON U.S. HWY 80 FOR 10 MILES
 CC0728'THEN SSE AT INTERSECTION ON FARM ROAD 1788 FOR 17.5 MILES
 CC0728'TO CROSS-ROADS, CONTINUE SSE ON FARM ROAD 1788 FOR 4.1 MILES
 CC0728'TO END OF PAVEMENT AND FORKS, KEEP RIGHT ON OIL FIELD SERVICE
 CC0728'ROADS TOWARD WINDMILL AND BUILDING RUINS FOR 2 MILES AND
 CC0728'AZIMUTH MARK, CONTINUE W AND NW ALONG ROADS WHICH ARE N OF FENCE
 CC0728'LINE TO SECOND BATTERY OF COLLECTION TANKS AND STATION
 CC0728'SITE.  STATION IS 70 FEET E OF EAST SIDE OF ENCLOSURE FENCE
 CC0728'AROUND MOBIL OIL COMPANY SAT-43 BATTERY 43-1, PEGASUS
 CC0728'SPRABERRY UNIT.
 CC0728
 CC0728                          STATION RECOVERY (1970)
 CC0728
 CC0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0728'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE FOUND
 CC0728'IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 CC0728'PUSHED OVER.  THE SURFACE STATION MARK WAS CHIPPED, AS THERE
 CC0728'WAS NO WAY TO CHECK ITS POSITION IT WAS PULLED UP AND FOUND
 CC0728'TO BE OUT OF PLUMB 0.054 METERS IN DIRECTION 29 DEGREES AND 27
 CC0728'MINUTES OFF THE AZIMUTH MARK.  THE ORIGINAL SURFACE STATION
 CC0728'MARK AND REFERENCE MARK MONUMENTS WERE RESET AND THE DISKS
 CC0728'STAMPED AS NOTED.  THE SURFACE STATION MONUMENT WAS
 CC0728'REINFORCED.
 CC0728'
 CC0728'A NEW DESCRIPTION FOLLOWS--
 CC0728'
 CC0728'THE STATION IS LOCATED ON THE, CROSS L RANCH, ABOUT 18 MILES
 CC0728'NORTH-NORTHEAST OF CRANE AND 28 MILES SOUTH OF MIDLAND,
 CC0728'IN PASTURE LAND WHICH IS ALSO A HIGHLY DEVELOPED OIL FIELD,
 CC0728'THE STATION IS NEAR A GAS PUMPING STATION, 0.5 MILE WEST-NORTHWEST
 CC0728'OF THE WINDMILL AND TANK AND A DILAPIDATED BARN WHICH WAS
 CC0728'FORMERLY KNOWN AS THE MANNING PLACE.
 CC0728'
 CC0728'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED MANNING
 CC0728'1935.  THE SURFACE STATION MARK IS A STANDARD DISK STAMPED
 CC0728'MANNING 1935 1970, SET IN A SQUARE CONCRETE MONUMENT WHICH
 CC0728'PROJECTS 8-INCHES.  IT IS EAST OF THE PUMPING STATION WHICH
 CC0728'HAS A STEEL HURRICANE FENCE AROUND IT, AND IS 79 FEET
 CC0728'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE FENCE, 66.5 FEET EAST
 CC0728'OF THE NORTHEAST CORNER OF THE FENCE, AND 1.5 FEET WEST OF
 CC0728'A METAL WITNESS POST.
 CC0728'
 CC0728'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MANNING 1935
 CC0728'NO 3 1970, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CC0728'8-INCHES.  IT IS 41 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 CC0728'FENCE CORNER, AND 1.1 FOOT EAST OF A METAL WITNESS POST.
 CC0728'
 CC0728'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MANNING 1935
 CC0728'NO 4 1970, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CC0728'6-INCHES.  IT IS 38 FEET NORTH-NORTHWEST OF THE NORTHWEST
 CC0728'FENCE CORNER, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
 CC0728'
 CC0728'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CC0728'MANNING AZIMUTH 1935, SET IN A SQUARE CONCRETE MONUMENT
 CC0728'WHICH PROJECTS 10-INCHES.  IT IS AT THE MANNING PLACE WINDMILL
 CC0728'AND TANK, 111 FEET SOUTHWEST OF A 4 BY 18-FOOT WATERING TROUGH
 CC0728'(CONCRETE), 84 FEET NORTHWEST OF WELL UNDER WINDMILL, AND 1.0
 CC0728'FOOT NORTH OF A METAL WITNESS POST.
 CC0728'
 CC0728'TO REACH THE STATION FROM THE MIDLAND COUNTY COURTHOUSE IN
 CC0728'MIDLAND, GO WEST ON WALL STREET FOR 0.15 MILE TO THE INTERSECTION
 CC0728'WITH STATE HIGHWAY 349 (BIG SPRING STREET), TURN LEFT, SOUTH,
 CC0728'AND FOLLOW HIGHWAY 349 FOR 1.75 MILES, PASSING UNDERNEATH
 CC0728'INTERSTATE HIGHWAY 20, CONTINUE SOUTH ON HIGHWAY 349 FOR 18.7
 CC0728'MILES TO A SIDE ROAD RIGHT, FARM ROAD 1787, TURN RIGHT AND
 CC0728'GO WEST FOR 8.2 MILES TO THE CROSSROAD INTERSECTION WITH FARM
 CC0728'ROAD 1788, TURN LEFT, SOUTH, AND GO 4.1 MILES TO THE END OF
 CC0728'THE PAVED ROAD AT A CATTLE GUARD AND SIGN, CROSS L RANCH CO.,
 CC0728'CROSS CATTLE GUARD AND FOLLOW GRADED ROAD SOUTHWESTERLY FOR
 CC0728'0.8 MILE TO A Y FORK BEARING RIGHT, FOLLOW RIGHT FORK, WEST, AND
 CC0728'GO 0.3 MILE TO A T ROAD, TURN LEFT, SOUTH, AND GO 0.1 MILE
 CC0728'TO A SIDE ROAD RIGHT, TURN RIGHT, WEST, AND GO 0.35 MILE TO
 CC0728'A CROSSROAD*, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A SIDE
 CC0728'ROAD LEFT, CONTINUE STRAIGHT AHEAD 0.3 MILE TO A T
 CC0728'INTERSECTION, TURN LEFT, SOUTH, AND GO 0.2 MILE TO THE
 CC0728'GAS PUMPING STATION AND SIGN, MOBIL OIL CORPORATION
 CC0728'PEGASUS SPRABERRY UNIT, AND THE STATION ON THE LEFT AS
 CC0728'DESCRIBED.
 CC0728'
 CC0728'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, GO SOUTH ON
 CC0728'GRADED ROAD FOR 0.4 MILE TO A CATTLE GUARD AND FENCE, TURN
 CC0728'RIGHT AND FOLLOW TRAIL WESTERLY FOR 0.15 MILE TO THE WINDMILL
 CC0728'AND THE AZIMUTH MARK AS DESCRIBED.
 CC0728'
 CC0728'DISTANCE R.M. 3 TO R.M. 4 IS 146.93 FEET OR 44.784 METERS.
 CC0728'
 CC0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 18
 CC0728'MILES NNE OF CRANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9960 ***********************************************************************
 AG9960  DESIGNATION -  MANOR WT SEC
 AG9960  PID         -  AG9960
 AG9960  STATE/COUNTY-  TX/TRAVIS
 AG9960  USGS QUAD   -  MANOR (1988)
 AG9960
 AG9960                         *CURRENT SURVEY CONTROL
 AG9960  ___________________________________________________________________
 AG9960* NAD 83(1993)-  30 20 26.25448(N)    097 33 30.85317(W)     ADJUSTED  
 AG9960* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 AG9960  ___________________________________________________________________
 AG9960  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AG9960  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AG9960
 AG9960  HORZ ORDER  -  THIRD
 AG9960
 AG9960.The horizontal coordinates were established by classical geodetic methods
 AG9960.and adjusted by the National Geodetic Survey in July 1998..
 AG9960
 AG9960.The orthometric height was scaled from a topographic map.
 AG9960
 AG9960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9960
 AG9960.The geoid height was determined by GEOID03.
 AG9960
 AG9960;                    North         East     Units Scale Factor Converg.
 AG9960;SPC TX C     - 3,078,040.164   966,765.915   MT  0.99994776   +1 25 45.0
 AG9960;SPC TX C     -10,098,536.77  3,171,797.84   sFT  0.99994776   +1 25 45.0
 AG9960;UTM  14      - 3,357,410.970   638,552.535   MT  0.99983683   +0 43 41.7
 AG9960
 AG9960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9960!SPC TX C     -   0.99997863  x   0.99994776  =   0.99992639
 AG9960!UTM  14      -   0.99997863  x   0.99983683  =   0.99981546
 AG9960
 AG9960                          SUPERSEDED SURVEY CONTROL
 AG9960
 AG9960.No superseded survey control is available for this station.
 AG9960
 AG9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3855357411(NAD 83)
 AG9960_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9960+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 AG9960
 AG9960  HISTORY     - Date     Condition        Report By
 AG9960  HISTORY     - 1954     MONUMENTED       USGS
 AG9960  HISTORY     - 20010224 GOOD             USPSQD
 AG9960  HISTORY     - 20030308 GOOD             USPSQD
 AG9960  HISTORY     - 20040828 GOOD             USPSQD
 AG9960
 AG9960                          STATION DESCRIPTION
 AG9960
 AG9960'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9960'AN INTERSECTED STATION LOCATED IN THE TOWN OF MANOR ABOUT 10 MI. E. OF
 AG9960'AUSTIN.
 AG9960'STRUCTURE IS A ROUND STEEL TANK SUPPORTED BY A FOUR-LEG STEEL TOWER
 AG9960'AND IS THE ONLY TALL TOWER LOCATED IN THE TOWN.
 AG9960'STATION MARK--FINIAL AT THE TOP OF TANK.
 AG9960
 AG9960                          STATION RECOVERY (2001)
 AG9960
 AG9960'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 AG9960'RECOVERED IN GOOD CONDITION.
 AG9960
 AG9960                          STATION RECOVERY (2003)
 AG9960
 AG9960'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 AG9960'RECOVERED IN GOOD CONDITION.
 AG9960
 AG9960                          STATION RECOVERY (2004)
 AG9960
 AG9960'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 AG9960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2925 ***********************************************************************
 CS2925  DESIGNATION -  MANSFIELD
 CS2925  PID         -  CS2925
 CS2925  STATE/COUNTY-  TX/TARRANT
 CS2925  USGS QUAD   -  MANSFIELD (1981)
 CS2925
 CS2925                         *CURRENT SURVEY CONTROL
 CS2925  ___________________________________________________________________
 CS2925* NAD 83(1993)-  32 35 36.56379(N)    097 09 55.17415(W)     ADJUSTED  
 CS2925* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 CS2925  ___________________________________________________________________
 CS2925  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 CS2925  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CS2925
 CS2925  HORZ ORDER  -  SECOND
 CS2925
 CS2925.The horizontal coordinates were established by classical geodetic methods
 CS2925.and adjusted by the National Geodetic Survey in February 1996..
 CS2925
 CS2925.The orthometric height was scaled from a topographic map.
 CS2925
 CS2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2925
 CS2925.The geoid height was determined by GEOID03.
 CS2925
 CS2925;                    North         East     Units Scale Factor Converg.
 CS2925;SPC TXNC     - 2,103,571.645   725,283.043   MT  0.99990438   +0 43 40.5
 CS2925;SPC TXNC     - 6,901,467.97  2,379,532.78   sFT  0.99990438   +0 43 40.5
 CS2925;UTM  14      - 3,607,707.954   672,181.651   MT  0.99996558   +0 59 18.7
 CS2925
 CS2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2925!SPC TXNC     -   0.99997006  x   0.99990438  =   0.99987445
 CS2925!UTM  14      -   0.99997006  x   0.99996558  =   0.99993564
 CS2925
 CS2925|---------------------------------------------------------------------|
 CS2925| PID    Reference Object                     Distance      Geod. Az  |
 CS2925|                                                           dddmmss.s |
 CS2925| CY1562 MANSFIELD RM 1                       31.772 METERS 07237     |
 CS2925| CY1561 MANSFIELD AZ MK                                    1340705.0 |
 CS2925| CS2923 MANSFIELD MUNICIPAL TANK            APPROX. 4.0 KM 1493935.0 |
 CS2925| CY1563 MANSFIELD RM 2                       52.882 METERS 31641     |
 CS2925|---------------------------------------------------------------------|
 CS2925
 CS2925                          SUPERSEDED SURVEY CONTROL
 CS2925
 CS2925  NAD 83(1986)-  32 35 36.56861(N)    097 09 55.15583(W) AD(       ) 2
 CS2925  NAD 27      -  32 35 36.08100(N)    097 09 54.11700(W) AD(       ) 2
 CS2925
 CS2925.Superseded values are not recommended for survey control.
 CS2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2925.See file dsdata.txt to determine how the superseded data were derived.
 CS2925
 CS2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7218207708(NAD 83)
 CS2925_MARKER: DS = TRIANGULATION STATION DISK
 CS2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2925
 CS2925  HISTORY     - Date     Condition        Report By
 CS2925  HISTORY     - 1947     MONUMENTED       CGS
 CS2925  HISTORY     - 1958     GOOD             CGS
 CS2925  HISTORY     - 1960     GOOD             CGS
 CS2925  HISTORY     - 1963     GOOD             CGS
 CS2925  HISTORY     - 1974     GOOD             TXHD
 CS2925  HISTORY     - 1980     GOOD             NGS
 CS2925
 CS2925                          STATION DESCRIPTION
 CS2925
 CS2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2925'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHWEST OF MANSFIELD,
 CS2925'ALONG THE SOUTH SIDE OF U.S. HIGHWAY NO. 287.  IT IS 46 FEET
 CS2925'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 287, 14 FEET NORTHWEST
 CS2925'OF A T FENCE CORNER AND 5 FEET NORTH OF A WITNESS POST.
 CS2925'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MANSFIELD
 CS2925'1947.
 CS2925'
 CS2925'REFERENCE MARK NO. 1 IS 104.24 FEET NORTH OF THE STATION,
 CS2925'53 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 287 AND 4
 CS2925'FEET EAST OF A FENCE CORNER.  THE MARK PROJECTS 8 INCHES
 CS2925'AND THE DISK IS STAMPED MANSFIELD NO 1 1947.
 CS2925'
 CS2925'REFERENCE MARK NO. 2 IS 173.50 FEET WEST OF THE STATION, 49
 CS2925'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 287, IN THE
 CS2925'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CS2925'MANSFIELD NO 2 1947.
 CS2925'
 CS2925'AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION, 61 FEET NORTH
 CS2925'OF THE CENTERLINE OF U.S. HIGHWAY NO. 287, 19 FEET EAST OF THE
 CS2925'CENTERLINE OF THE GRAVEL ROAD AND 1 FOOT WEST OF THE FENCELINE.
 CS2925'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED MANSFIELD
 CS2925'1947.
 CS2925'
 CS2925'TO REACH FROM THE INTERSECTION OF COOPER STREET AND U.S. HIGHWAY
 CS2925'NO. 80, IN THE WEST EDGE OF ARLINGTON, GO SOUTH ON COOPER STREET
 CS2925'KEEPING THE PAVED ROAD FOR 12.1 MILES TO THE JUNCTION WITH
 CS2925'U.S. HIGHWAY NO. 287, TURN SHARP RIGHT ON U.S. HIGHWAY NO. 287 FOR
 CS2925'1.0 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 CS2925'FROM THE STATION, GO EAST FOR 0.3 MILE TO CROSSROADS AND
 CS2925'MARK IN THE NORTHEAST CORNER.
 CS2925'
 CS2925'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2925
 CS2925                          STATION RECOVERY (1958)
 CS2925
 CS2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2925'THE STATION, AZIMUTH MARK AND TWO REFERENCE MARKS WERE RECOVERED
 CS2925'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS IN THE
 CS2925'WAY OF NEW HIGHWAY CONSTRUCTION AND A NEW ONE WAS SET IN THE
 CS2925'EXACT LINE TO THE STATION AND ABOUT 25 YARDS FARTHER FROM THE
 CS2925'STATION.
 CS2925'
 CS2925'THE STATION IS NOW IN THE FRONT YARD OF A LARGE BRICK HOUSE,
 CS2925'15 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE LAWN AND
 CS2925'ABOUT 5 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY LINE OF
 CS2925'HIGHWAY NO. 287.  A FLUSH MARK.
 CS2925'
 CS2925'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MANSFIELD 1947-1958
 CS2925'RESET IN A CONCRETE POST PROJECTING ABOUT 3 INCHES, IN THE
 CS2925'FENCE LINE IN THE EAST POINT OF THE INTERSECTION OF U.S. HIGHWAY
 CS2925'NO. 287 AND FM ROAD NO. 1187, 13 FEET NORTH OF THE NORTHEAST
 CS2925'RIGHT-OF-WAY LINE OF NO. 287.
 CS2925'
 CS2925'THE REFERENCE MARKS ARE AS DESCRIBED.
 CS2925'
 CS2925'THE STATION IS 2.6 MILES NORTHWEST FROM THE TRAFFIC LIGHT IN
 CS2925'MANSFIELD ALONG U.S. HIGHWAY NO. 287 AND AT THE TOP OF A LOW
 CS2925'DIVIDE.
 CS2925
 CS2925                          STATION RECOVERY (1960)
 CS2925
 CS2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2925'STATION MARK IS GONE.  REFERENCE MARKS NO. 1 AND NO. 2 WERE
 CS2925'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 CS2925'PROCEEDING TO STATION SITE ARE CORRECT.
 CS2925
 CS2925                          STATION RECOVERY (1963)
 CS2925
 CS2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2925'THE STATION MARK, REFERENCE MARK NOS. 1, 2 AND THE AZIMUTH
 CS2925'MARK RESET IN 1958 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 CS2925'IN THE ORIGINAL DESCRIPTION AND THE 1958 RECOVERY NOTE.
 CS2925'
 CS2925'THE STATION WAS REACHED FROM THE POST OFFICE IN MANSFIELD,
 CS2925'BY GOING WESTERLY ON U.S. HIGHWAY 287 FOR 2.25 MILES TO
 CS2925'CROSSROADS AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF ROADS.
 CS2925'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 287 FOR 0.35 MILE TO
 CS2925'STATION ON THE LEFT.
 CS2925
 CS2925                          STATION RECOVERY (1974)
 CS2925
 CS2925'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (SSG)
 CS2925'MANSFIELD 1947 AZ-GOOD
 CS2925
 CS2925                          STATION RECOVERY (1980)
 CS2925
 CS2925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JNN)
 CS2925'MANSFIELD - 1947 GOOD CONDITION - DESCRIPTION ADEQUATE FOR
 CS2925'RECOVEREY - ADD TO REF--15.3 NORTH OF PP NO. 200 AT NORTH CORNER
 CS2925'OF PROPERTY AT 1915 N. MAIN, MANSFIELD.
 CS2925'
 CS2925'REF NO. 1 AND REF NO. 2 (OK).
 CS2925'
 CS2925'AZI MK SEARCHED FOR AND NOT FOUND - DESCRIPTION POOR - INTERSECTION
 CS2925'WIDENED - DESTROYED.
 CS2925'
 CS2925'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES NORTH OF
 CS2925'CENTER OF MANSFIELD TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2923 ***********************************************************************
 CS2923  DESIGNATION -  MANSFIELD MUNICIPAL TANK
 CS2923  PID         -  CS2923
 CS2923  STATE/COUNTY-  TX/TARRANT
 CS2923  USGS QUAD   -  MANSFIELD (1981)
 CS2923
 CS2923                         *CURRENT SURVEY CONTROL
 CS2923  ___________________________________________________________________
 CS2923* NAD 83(1993)-  32 33 43.31431(N)    097 08 36.90622(W)     ADJUSTED  
 CS2923* NAVD 88     -                                                        
 CS2923  ___________________________________________________________________
 CS2923  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 CS2923  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CS2923
 CS2923  HORZ ORDER  -  THIRD
 CS2923
 CS2923.The horizontal coordinates were established by classical geodetic methods
 CS2923.and adjusted by the National Geodetic Survey in February 1996..
 CS2923
 CS2923
 CS2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2923
 CS2923.The geoid height was determined by GEOID03.
 CS2923
 CS2923;                    North         East     Units Scale Factor Converg.
 CS2923;SPC TXNC     - 2,100,109.782   727,368.760   MT  0.99990889   +0 44 23.2
 CS2923;SPC TXNC     - 6,890,110.18  2,386,375.67   sFT  0.99990889   +0 44 23.2
 CS2923;UTM  14      - 3,604,255.377   674,283.196   MT  0.99997456   +0 59 57.8
 CS2923
 CS2923                          SUPERSEDED SURVEY CONTROL
 CS2923
 CS2923  NAD 83(1986)-  32 33 43.31926(N)    097 08 36.88783(W) AD(       ) 4
 CS2923  NAD 27      -  32 33 42.82800(N)    097 08 35.85100(W) AD(       ) 3
 CS2923
 CS2923.Superseded values are not recommended for survey control.
 CS2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2923.See file dsdata.txt to determine how the superseded data were derived.
 CS2923
 CS2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7428304255(NAD 83)
 CS2923_MARKER: 53 = ELEVATED TANK
 CS2923
 CS2923  HISTORY     - Date     Condition        Report By
 CS2923  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2923  HISTORY     - 1957     GOOD             CGS
 CS2923  HISTORY     - 1959     GOOD             CGS
 CS2923  HISTORY     - 1960     GOOD             CGS
 CS2923  HISTORY     - 1979     GOOD             LOCSUR
 CS2923  HISTORY     - 20030308 MARK NOT FOUND   GEOCAC
 CS2923
 CS2923                          STATION DESCRIPTION
 CS2923
 CS2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2923'IT IS LOCATED NEAR THE CENTER SECTION OF THE TOWN OF MANSFIELD,
 CS2923'100 YARDS WEST OF U.S. HIGHWAY 287, 50 YARDS NORTH OF AN
 CS2923'EAST-WEST GRAVEL ROAD AND 25 YARDS WEST OF A NORTH-SOUTH
 CS2923'GRAVEL ROAD.  IT IS AN ELEVATED TANK, SILVER IN COLOR WITH
 CS2923'THE BLACK LETTERS MANSFIELD PAINTED ON ITS NORTH AND SOUTH
 CS2923'SIDES.  THE TANK HAS AN OVER-ALL HEIGHT OF 90 FEET.  THE
 CS2923'POINT OF INTERSECTION WAS THE BALL ON APEX OF THE TANK.
 CS2923
 CS2923                          STATION RECOVERY (1957)
 CS2923
 CS2923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 CS2923'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2923
 CS2923                          STATION RECOVERY (1959)
 CS2923
 CS2923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2923'THIS TANK IS IN PLACE IN GOOD CONDITION AS DESCRIBED.
 CS2923
 CS2923                          STATION RECOVERY (1960)
 CS2923
 CS2923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2923'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 CS2923'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2923
 CS2923                          STATION RECOVERY (1979)
 CS2923
 CS2923'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2923'INTERSECTION STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 CS2923'
 CS2923'DISTANCE AND DIRECTION FROM NEAREST TOWN--MANSFIELD.
 CS2923
 CS2923                          STATION RECOVERY (2003)
 CS2923
 CS2923'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS2923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1522 ***********************************************************************
 AH1522  DESIGNATION -  MARANA WINDMILL
 AH1522  PID         -  AH1522
 AH1522  STATE/COUNTY-  TX/KENEDY
 AH1522  USGS QUAD   -  LA PARRA RANCH SW (1975)
 AH1522
 AH1522                         *CURRENT SURVEY CONTROL
 AH1522  ___________________________________________________________________
 AH1522* NAD 83(1993)-  27 01 33.07202(N)    097 39 57.35075(W)     ADJUSTED  
 AH1522* NAVD 88     -                                                        
 AH1522  ___________________________________________________________________
 AH1522  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AH1522  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AH1522
 AH1522  HORZ ORDER  -  THIRD
 AH1522
 AH1522.The horizontal coordinates were established by classical geodetic methods
 AH1522.and adjusted by the National Geodetic Survey in February 1996..
 AH1522
 AH1522
 AH1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1522
 AH1522.The geoid height was determined by GEOID03.
 AH1522
 AH1522;                    North         East     Units Scale Factor Converg.
 AH1522;SPC TX S     - 5,150,859.737   382,757.208   MT  0.99989489   +0 22 43.2
 AH1522;SPC TX S     -16,899,112.32  1,255,762.61   sFT  0.99989489   +0 22 43.2
 AH1522;UTM  14      - 2,989,998.889   632,336.718   MT  0.99981620   +0 36 22.6
 AH1522
 AH1522                          SUPERSEDED SURVEY CONTROL
 AH1522
 AH1522  NAD 83(1986)-  27 01 33.08849(N)    097 39 57.32155(W) AD(       ) 4
 AH1522  NAD 27      -  27 01 31.92000(N)    097 39 56.35000(W) AD(       ) 3
 AH1522
 AH1522.Superseded values are not recommended for survey control.
 AH1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1522.See file dsdata.txt to determine how the superseded data were derived.
 AH1522
 AH1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3233789999(NAD 83)
 AH1522_MARKER: 66 = WINDMILL
 AH1522
 AH1522  HISTORY     - Date     Condition        Report By
 AH1522  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1522
 AH1522                          STATION DESCRIPTION
 AH1522
 AH1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1522'LOCATED AT THE MARANA CAMP ON THE KENEDY RANCH, APPROXIMATELY
 AH1522'10 MILES E OF TURCOTTE.
 AH1522'
 AH1522'TO REACH FROM TURCOTTE, GO N. ON U.S. HIGHWAY 77 2.2 MILES
 AH1522'TO SURFACED ROAD E, TURN ONTO ROAD AND PASS THROUGH GATE
 AH1522'IN RIGHT OF WAY FENCE (OBTAIN KEY AND PERMISSION FROM RANCH
 AH1522'OFFICIALS IN SARITA), CONTINUE 9.3 MILES TO METAL GATE, PASS
 AH1522'THROUGH AND GO APPROXIMATELY 0.1 MILE TO BUILDINGS AND CORRAL
 AH1522'ON LEFT, AND STATION SITE.
 AH1522'
 AH1522'STATION IS THE CENTER OF A STEEL TOWER WINDMILL 35 FEET
 AH1522'HIGH.  IT IS 20.3 FEET S OF AN ELEVATED CONCRETE TANK, 32.0
 AH1522'FEET E. OF THE NE. CORNER OF A CORRAL, AND 35 YARDS W. OF
 AH1522'A BUNK HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0052 ***********************************************************************
 BA0052  DESIGNATION -  MARAVILLAS
 BA0052  PID         -  BA0052
 BA0052  STATE/COUNTY-  TX/BREWSTER
 BA0052  USGS QUAD   -  SOSA PEAK (1983)
 BA0052
 BA0052                         *CURRENT SURVEY CONTROL
 BA0052  ___________________________________________________________________
 BA0052* NAD 83(1993)-  29 46 27.41505(N)    103 10 06.99040(W)     ADJUSTED  
 BA0052* NAVD 88     -       875.661  (meters)    2872.90   (feet)  ADJUSTED  
 BA0052  ___________________________________________________________________
 BA0052  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BA0052  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BA0052  DYNAMIC HT  -         874.272 (meters)    2868.34  (feet)  COMP
 BA0052  MODELED GRAV-     979,027.1   (mgal)                       NAVD 88
 BA0052
 BA0052  HORZ ORDER  -  SECOND
 BA0052  VERT ORDER  -  FIRST     CLASS II
 BA0052
 BA0052.The horizontal coordinates were established by classical geodetic methods
 BA0052.and adjusted by the National Geodetic Survey in February 1996..
 BA0052
 BA0052.The orthometric height was determined by differential leveling
 BA0052.and adjusted by the National Geodetic Survey in June 1991..
 BA0052
 BA0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0052
 BA0052.The geoid height was determined by GEOID03.
 BA0052
 BA0052.The dynamic height is computed by dividing the NAVD 88
 BA0052.geopotential number by the normal gravity value computed on the
 BA0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0052.degrees latitude (g = 980.6199 gals.).
 BA0052
 BA0052.The modeled gravity was interpolated from observed gravity values.
 BA0052
 BA0052;                    North         East     Units Scale Factor Converg.
 BA0052;SPC TXSC     - 4,222,293.198   197,008.036   MT  0.99989255   -2 02 32.1
 BA0052;SPC TXSC     -13,852,640.27    646,350.53   sFT  0.99989255   -2 02 32.1
 BA0052;UTM  13      - 3,295,179.808   677,047.228   MT  0.99998676   +0 54 34.8
 BA0052
 BA0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0052!SPC TXSC     -   0.99986590  x   0.99989255  =   0.99975847
 BA0052!UTM  13      -   0.99986590  x   0.99998676  =   0.99985267
 BA0052
 BA0052|---------------------------------------------------------------------|
 BA0052| PID    Reference Object                     Distance      Geod. Az  |
 BA0052|                                                           dddmmss.s |
 BA0052| BA0053 MARAVILLAS RM 1                      16.086 METERS 10707     |
 BA0052| BA0051 MARAVILLAS RM 2                      17.084 METERS 20137     |
 BA0052| BA0392 MARAVILLAS AZ MK                                   3273352.9 |
 BA0052|---------------------------------------------------------------------|
 BA0052
 BA0052                          SUPERSEDED SURVEY CONTROL
 BA0052
 BA0052  NAD 83(1986)-  29 46 27.40412(N)    103 10 06.99916(W) AD(       ) 2
 BA0052  NAD 27      -  29 46 26.71900(N)    103 10 05.37800(W) AD(       ) 2
 BA0052  NGVD 29 (??/??/92)  875.316  (m)         2871.77   (f) ADJ UNCH    1 2
 BA0052
 BA0052.Superseded values are not recommended for survey control.
 BA0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0052.See file dsdata.txt to determine how the superseded data were derived.
 BA0052
 BA0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN7704795180(NAD 83)
 BA0052_MARKER: DS = TRIANGULATION STATION DISK
 BA0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0052_STAMPING: MARAVILLAS 1943
 BA0052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BA0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0052+STABILITY: SURFACE MOTION
 BA0052
 BA0052  HISTORY     - Date     Condition        Report By
 BA0052  HISTORY     - 1943     MONUMENTED       CGS
 BA0052  HISTORY     - 1966     GOOD             NGS
 BA0052  HISTORY     - 1976     GOOD             USGS
 BA0052  HISTORY     - 19990629 GOOD             NGS
 BA0052
 BA0052                          STATION DESCRIPTION
 BA0052
 BA0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0052'LOCATED ABOUT 31 MILES S OF MARATHON, 2.5 MILES NNE OF A
 BA0052'NARROW CONCRETE BRIDGE OVER MARAVILLAS CREEK, 150 FEET E OF
 BA0052'THE INTERSECTION OF STATE HIGHWAY 227 AND THE ROAD EASTWARD
 BA0052'TOWARD THE TOWLE RANCH AND 6 FEET S OF A WHITE 4- BY 4-INCH
 BA0052'WOODEN POST WHICH PROJECTS 3 FEET ABOVE THE GROUND.
 BA0052'
 BA0052'THE STATION IS A BRONZE DISK SET IN THE TOP OF A SQUARE
 BA0052'CONCRETE BLOCK WHICH PROJECTS 6 INCHES.  STAMPED MARAVILLAS 1943.
 BA0052'
 BA0052'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 BA0052'
 BA0052'REFERENCE MARK NO. 1, E OF THE STATION, IS A BRONZE DISK SET
 BA0052'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 BA0052'STAMPED MARAVILLAS NO. 1 1943.
 BA0052'
 BA0052'REFERENCE MARK NO. 2, S OF THE STATION, IS A BRONZE DISK SET
 BA0052'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES.
 BA0052'STAMPED MARAVILLAS NO. 2 1943.
 BA0052'
 BA0052'AZIMUTH MARK, 0.25 MILE N OF THE STATION, IS A BRONZE DISK
 BA0052'SET IN THE TOP OF A SQUARE CONCRETE BLOCK PROJECTING 6 INCHES.
 BA0052'STAMPED MARAVILLAS 1943.  THE AZIMUTH IS LOCATED ABOUT 150
 BA0052'FEET W OF STATE HIGHWAY 227 AND 2 FEET E OF A N-S FENCE LINE.
 BA0052'
 BA0052'TO REACH FROM MARATHON GO S ON STATE HIGHWAY 227 FOR 33.6
 BA0052'MILES TO A LEFT FORK AND A SIGN READING TOWLE RANCH.  TURN
 BA0052'LEFT AND GO 150 FEET TO THE STATION ON THE LEFT.
 BA0052'
 BA0052'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BA0052
 BA0052                          STATION RECOVERY (1966)
 BA0052
 BA0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BA0052'7.5 MI N FROM PERSIMMON GAP.
 BA0052'ABOUT 7.5 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0052'PERSIMMON GAP, 150 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BA0052'0.3 MILES SOUTHEAST OF A CURVE, 89 FEET NORTHEAST OF THE NORTHEAST
 BA0052'RIGHT OF WAY FENCE 26 FEET NORTH OF THE CENTERLINE OF AN ABANDONED
 BA0052'ROAD, 56 FEET NORTH OF MARAVILLAS NO. 2, 52.7 FEET WEST OF MARAVILLAS
 BA0052'NO. 1, 6 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF
 BA0052'A CONCRETE POST PROJECTING 5 INCHES.
 BA0052
 BA0052                          STATION RECOVERY (1976)
 BA0052
 BA0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0052'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BA0052'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
 BA0052
 BA0052                          STATION RECOVERY (1999)
 BA0052
 BA0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 BA0052'STATION, RM 1, RM 2 AND AZIMPUTH MARK RECOVERED IN GOOD CONDITION.
 BA0052'AZIMUTH MARK IS 0.332 MILES (0.534 KM) NORTHWEST OF STATION, TWO FEET
 BA0052'WEST OF THE WEST R.O.W.  FENCE AND THREE FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0053 ***********************************************************************
 BA0053  DESIGNATION -  MARAVILLAS RM 1
 BA0053  PID         -  BA0053
 BA0053  STATE/COUNTY-  TX/BREWSTER
 BA0053  USGS QUAD   -  SOSA PEAK (1983)
 BA0053
 BA0053                         *CURRENT SURVEY CONTROL
 BA0053  ___________________________________________________________________
 BA0053* NAD 83(1986)-  29 46 27.     (N)    103 10 07.     (W)     SCALED    
 BA0053* NAVD 88     -       875.815  (meters)    2873.40   (feet)  ADJUSTED  
 BA0053  ___________________________________________________________________
 BA0053  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BA0053  DYNAMIC HT  -         874.426 (meters)    2868.85  (feet)  COMP
 BA0053  MODELED GRAV-     979,027.1   (mgal)                       NAVD 88
 BA0053
 BA0053  VERT ORDER  -  FIRST     CLASS II
 BA0053
 BA0053.The horizontal coordinates were scaled from a topographic map and have
 BA0053.an estimated accuracy of +/- 6 seconds.
 BA0053
 BA0053.The orthometric height was determined by differential leveling
 BA0053.and adjusted by the National Geodetic Survey in June 1991..
 BA0053
 BA0053.The geoid height was determined by GEOID03.
 BA0053
 BA0053.The dynamic height is computed by dividing the NAVD 88
 BA0053.geopotential number by the normal gravity value computed on the
 BA0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0053.degrees latitude (g = 980.6199 gals.).
 BA0053
 BA0053.The modeled gravity was interpolated from observed gravity values.
 BA0053
 BA0053;                    North         East    Units  Estimated Accuracy
 BA0053;SPC TXSC     - 4,222,280.      197,010.      MT  (+/- 180 meters Scaled)
 BA0053
 BA0053                          SUPERSEDED SURVEY CONTROL
 BA0053
 BA0053  NGVD 29 (??/??/92)  875.470  (m)         2872.27   (f) ADJ UNCH    1 2
 BA0053
 BA0053.Superseded values are not recommended for survey control.
 BA0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0053.See file dsdata.txt to determine how the superseded data were derived.
 BA0053
 BA0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN770951(NAD 83)
 BA0053_MARKER: DR = REFERENCE MARK DISK
 BA0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0053_STAMPING: MARAVILLAS NO 1
 BA0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0053+STABILITY: SURFACE MOTION
 BA0053
 BA0053  HISTORY     - Date     Condition        Report By
 BA0053  HISTORY     - 1943     MONUMENTED       CGS
 BA0053  HISTORY     - 1966     GOOD             NGS
 BA0053  HISTORY     - 1976     GOOD             USGS
 BA0053  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0053
 BA0053                          STATION DESCRIPTION
 BA0053
 BA0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0053'7.5 MI N FROM PERSIMMON GAP.
 BA0053'ABOUT 7.5 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0053'PERSIMMON GAP, 189 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BA0053'128 1/2 FEET NORTHEAST OF THE RIGHT OF WAY FENCE, 52.7 FEET EAST OF
 BA0053'THE STATION, 40 FEET NORTH OF THE CENTER LINE OF AN ABANDONED ROAD
 BA0053'LEADING EAST, AND IN THE TOP OF A CONCRETE POST.
 BA0053
 BA0053                          STATION RECOVERY (1976)
 BA0053
 BA0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0053'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BA0053'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
 BA0053
 BA0053                          STATION RECOVERY (2001)
 BA0053
 BA0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0053'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0051 ***********************************************************************
 BA0051  DESIGNATION -  MARAVILLAS RM 2
 BA0051  PID         -  BA0051
 BA0051  STATE/COUNTY-  TX/BREWSTER
 BA0051  USGS QUAD   -  SOSA PEAK (1983)
 BA0051
 BA0051                         *CURRENT SURVEY CONTROL
 BA0051  ___________________________________________________________________
 BA0051* NAD 83(1986)-  29 46 27.     (N)    103 10 07.     (W)     SCALED    
 BA0051* NAVD 88     -       875.494  (meters)    2872.35   (feet)  ADJUSTED  
 BA0051  ___________________________________________________________________
 BA0051  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BA0051  DYNAMIC HT  -         874.105 (meters)    2867.79  (feet)  COMP
 BA0051  MODELED GRAV-     979,027.1   (mgal)                       NAVD 88
 BA0051
 BA0051  VERT ORDER  -  FIRST     CLASS II
 BA0051
 BA0051.The horizontal coordinates were scaled from a topographic map and have
 BA0051.an estimated accuracy of +/- 6 seconds.
 BA0051
 BA0051.The orthometric height was determined by differential leveling
 BA0051.and adjusted by the National Geodetic Survey in June 1991..
 BA0051
 BA0051.The geoid height was determined by GEOID03.
 BA0051
 BA0051.The dynamic height is computed by dividing the NAVD 88
 BA0051.geopotential number by the normal gravity value computed on the
 BA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0051.degrees latitude (g = 980.6199 gals.).
 BA0051
 BA0051.The modeled gravity was interpolated from observed gravity values.
 BA0051
 BA0051;                    North         East    Units  Estimated Accuracy
 BA0051;SPC TXSC     - 4,222,280.      197,010.      MT  (+/- 180 meters Scaled)
 BA0051
 BA0051                          SUPERSEDED SURVEY CONTROL
 BA0051
 BA0051  NGVD 29 (??/??/92)  875.149  (m)         2871.22   (f) ADJ UNCH    1 2
 BA0051
 BA0051.Superseded values are not recommended for survey control.
 BA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0051.See file dsdata.txt to determine how the superseded data were derived.
 BA0051
 BA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN770951(NAD 83)
 BA0051_MARKER: DR = REFERENCE MARK DISK
 BA0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0051_STAMPING: MARVILLAS NO 2
 BA0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0051+STABILITY: SURFACE MOTION
 BA0051
 BA0051  HISTORY     - Date     Condition        Report By
 BA0051  HISTORY     - 1943     MONUMENTED       CGS
 BA0051  HISTORY     - 1966     GOOD             NGS
 BA0051  HISTORY     - 1976     GOOD             USGS
 BA0051
 BA0051                          STATION DESCRIPTION
 BA0051
 BA0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0051'7.5 MI N FROM PERSIMMON GAP.
 BA0051'ABOUT 7.5 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0051'PERSIMMON GAP, 109 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BA0051'0.3 MILES SOUTHEAST OF A CURVE, 0.15 MILES SOUTHEAST OF A DIP IN THE
 BA0051'HIGHWAY, 30 FEET SOUTH OF THE CENTERLINE OF AN ABANDONED ROAD LEADING
 BA0051'EAST, 56 FEET SOUTH OF THE STATION, 48 FEET NORTHEAST OF THE NORTHEAST
 BA0051'RIGHT OF WAY FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BA0051'INCHES.
 BA0051
 BA0051                          STATION RECOVERY (1976)
 BA0051
 BA0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0051'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BA0051'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0718 ***********************************************************************
 BN0718  DESIGNATION -  MARBLE ET
 BN0718  PID         -  BN0718
 BN0718  STATE/COUNTY-  TX/MASON
 BN0718  USGS QUAD   -  PURDY HILL (1979)
 BN0718
 BN0718                         *CURRENT SURVEY CONTROL
 BN0718  ___________________________________________________________________
 BN0718* NAD 83(1993)-  30 48 25.74156(N)    099 14 38.40022(W)     ADJUSTED  
 BN0718* NAVD 88     -       529.7    (meters)    1738.     (feet)  VERTCON   
 BN0718  ___________________________________________________________________
 BN0718  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BN0718  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 BN0718
 BN0718  HORZ ORDER  -  THIRD
 BN0718
 BN0718.The horizontal coordinates were established by classical geodetic methods
 BN0718.and adjusted by the National Geodetic Survey in February 1996..
 BN0718
 BN0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0718
 BN0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0718
 BN0718.The geoid height was determined by GEOID03.
 BN0718
 BN0718;                    North         East     Units Scale Factor Converg.
 BN0718;SPC TX C     - 3,126,938.622   804,231.350   MT  0.99988746   +0 33 39.9
 BN0718;SPC TX C     -10,258,964.46  2,638,549.02   sFT  0.99988746   +0 33 39.9
 BN0718;UTM  14      - 3,408,255.131   476,659.496   MT  0.99960672   -0 07 29.9
 BN0718
 BN0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0718!SPC TX C     -   0.99992039  x   0.99988746  =   0.99980786
 BN0718!UTM  14      -   0.99992039  x   0.99960672  =   0.99952714
 BN0718
 BN0718:                Primary Azimuth Mark                     Grid Az
 BN0718:SPC TX C     -  SADDLE ET                                000 06 14.9
 BN0718:UTM  14      -  SADDLE ET                                000 47 24.7
 BN0718
 BN0718|---------------------------------------------------------------------|
 BN0718| PID    Reference Object                     Distance      Geod. Az  |
 BN0718|                                                           dddmmss.s |
 BN0718| BN0717 SADDLE ET                           APPROX. 4.9 KM 0003954.8 |
 BN0718|---------------------------------------------------------------------|
 BN0718
 BN0718                          SUPERSEDED SURVEY CONTROL
 BN0718
 BN0718  NAD 83(1986)-  30 48 25.75104(N)    099 14 38.38523(W) AD(       ) 3
 BN0718  NAD 27      -  30 48 25.11816(N)    099 14 37.18524(W) AD(       ) 3
 BN0718  NGVD 29 (07/19/86)  529.6    (m)         1738.     (f) VERT ANG       
 BN0718
 BN0718.Superseded values are not recommended for survey control.
 BN0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0718.See file dsdata.txt to determine how the superseded data were derived.
 BN0718
 BN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7665908255(NAD 83)
 BN0718_MARKER: DD = SURVEY DISK
 BN0718_SETTING: 80 = SET IN A BOULDER
 BN0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0718+STABILITY: SURFACE MOTION
 BN0718
 BN0718  HISTORY     - Date     Condition        Report By
 BN0718  HISTORY     - 1962     MONUMENTED       USGS
 BN0718
 BN0718                          STATION DESCRIPTION
 BN0718
 BN0718'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BN0718'LOCATED ABOUT 4.2 MI. (AIRLINE) N. OF MASON, TEXAS, AND 0.8 MI. E. OF
 BN0718'U.S. HIGHWAY 87-377, ON LOW RIDGE.
 BN0718'
 BN0718'TO REACH STATION FROM COURTHOUSE AT MASON, TEXAS, DRIVE N. ALONG U.S.
 BN0718'HIGHWAY 87-377 3.8 MI. TO DIRT RD. LEADING E., TURN E. AND GO 0.8 MI.
 BN0718'TO GATE ON N. RIGHT-OF-WAY FENCE, GO THROUGH GATE AND GO N. 0.1 MI. TO
 BN0718'ANOTHER GATE IN N-S. FENCE, TURN W. THROUGH GATE AND CONTINUE N. 0.4
 BN0718'MI. ALONG TRACK RD. PASSING FEED TROUGH TO TOP OF RIDGE AND STATION.
 BN0718'
 BN0718'STATION MARK--STANDARD TABLET CEMENTED ON TOP OF BOULDER PROJECTING
 BN0718'ABOUT 1.0 FT. ABOVE GROUND, STAMPED ---MARBLE-ET 1962---.
 BN0718'
 BN0718'REFERENCE MARK NO. 1--CHISELED CROSS ON TOP OF A ROCK OUTCROP, 54.13
 BN0718'FT. FROM STATION, S 38 DEG 14 MIN E.
 BN0718'
 BN0718'REFERENCE MARK NO. 2--CHISELED CROSS ON TOP OF N. END OF HUGE BOULDER
 BN0718'PROJECTING ABOUT 1.5 FT. ABOVE GROUND, 33.86 FT. FROM STATION,
 BN0718'S 27 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0600 ***********************************************************************
 BN0600  DESIGNATION -  MARBLE FALLS
 BN0600  PID         -  BN0600
 BN0600  STATE/COUNTY-  TX/BURNET
 BN0600  USGS QUAD   -  MARBLE FALLS (1967)
 BN0600
 BN0600                         *CURRENT SURVEY CONTROL
 BN0600  ___________________________________________________________________
 BN0600* NAD 83(1993)-  30 34 25.08586(N)    098 15 51.84364(W)     ADJUSTED  
 BN0600* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 BN0600  ___________________________________________________________________
 BN0600  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 BN0600  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 BN0600
 BN0600  HORZ ORDER  -  THIRD
 BN0600
 BN0600.The horizontal coordinates were established by classical geodetic methods
 BN0600.and adjusted by the National Geodetic Survey in February 1996..
 BN0600
 BN0600.The orthometric height was scaled from a topographic map.
 BN0600
 BN0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0600
 BN0600.The geoid height was determined by GEOID03.
 BN0600
 BN0600;                    North         East     Units Scale Factor Converg.
 BN0600;SPC TX C     - 3,102,387.813   898,436.096   MT  0.99990943   +1 03 56.2
 BN0600;SPC TX C     -10,178,417.35  2,947,619.09   sFT  0.99990943   +1 03 56.2
 BN0600;UTM  14      - 3,382,581.855   570,536.180   MT  0.99966138   +0 22 27.0
 BN0600
 BN0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0600!SPC TX C     -   0.99995826  x   0.99990943  =   0.99986770
 BN0600!UTM  14      -   0.99995826  x   0.99966138  =   0.99961966
 BN0600
 BN0600|---------------------------------------------------------------------|
 BN0600| PID    Reference Object                     Distance      Geod. Az  |
 BN0600|                                                           dddmmss.s |
 BN0600| CV4716 MARBLE FALLS RM 1                     8.059 METERS 06910     |
 BN0600| BN0599 MARBLE FALLS NE MUN TANK 1956        10.718 METERS 10916     |
 BN0600| CV4717 MARBLE FALLS RM 2                     6.887 METERS 12519     |
 BN0600| BN0596 MARBLE FALLS SW MUNICIPAL TANK      APPROX. 1.3 KM 2444050.4 |
 BN0600| CV4715 MARBLE FALLS AZ MK                                 3161917.8 |
 BN0600|---------------------------------------------------------------------|
 BN0600
 BN0600                          SUPERSEDED SURVEY CONTROL
 BN0600
 BN0600  NAD 83(1986)-  30 34 25.09765(N)    098 15 51.82965(W) AD(       ) 3
 BN0600  NAD 27      -  30 34 24.41040(N)    098 15 50.74290(W) AD(       ) 3
 BN0600
 BN0600.Superseded values are not recommended for survey control.
 BN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0600.See file dsdata.txt to determine how the superseded data were derived.
 BN0600
 BN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7053682582(NAD 83)
 BN0600_MARKER: DS = TRIANGULATION STATION DISK
 BN0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0600_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0600
 BN0600  HISTORY     - Date     Condition        Report By
 BN0600  HISTORY     - 1956     MONUMENTED       CGS
 BN0600  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 BN0600
 BN0600                          STATION DESCRIPTION
 BN0600
 BN0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0600'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF MARBLE
 BN0600'FALLS AND ADJACENT TO THE NORTHEAST MUNICIPAL WATER TANK.
 BN0600'
 BN0600'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0600'STAMPED MARBLE FALLS 1956.
 BN0600'
 BN0600'REFERENCE MARK 1 IS 7 FEET NORTHWEST OF THE CONCRETE FOUNDATION
 BN0600'OF THE TANK.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 BN0600'STAMPED MARBLE FALLS NO 1 1956.
 BN0600'
 BN0600'REFERENCE MARK 2 IS SET IN A DRILL HOLE IN THE CONCRETE
 BN0600'FOUNDATION OF THE TANK, AND THE DISK IS STAMPED MARBLE FALLS
 BN0600'NO 2 1956.
 BN0600'
 BN0600'THE AZIMUTH MARK IS 31 FEET EAST OF A CATTLE GUARD, 4 FEET
 BN0600'WEST OF A FENCE AND 3 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS
 BN0600'POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0600'MARBLE FALLS 1956.  TO REACH THE MARK FROM THE JUNCTION
 BN0600'OF U.S. HIGHWAY 281 AND FARM ROAD 1431, GO NORTH ON HIGHWAY
 BN0600'281 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 BN0600
 BN0600                          STATION RECOVERY (2005)
 BN0600
 BN0600'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMW)
 BN0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0599 ***********************************************************************
 BN0599  DESIGNATION -  MARBLE FALLS NE MUN TANK 1956
 BN0599  PID         -  BN0599
 BN0599  STATE/COUNTY-  TX/BURNET
 BN0599  USGS QUAD   -  MARBLE FALLS (1967)
 BN0599
 BN0599                         *CURRENT SURVEY CONTROL
 BN0599  ___________________________________________________________________
 BN0599* NAD 83(1993)-  30 34 24.97102(N)    098 15 51.46393(W)     ADJUSTED  
 BN0599* NAVD 88     -                                                        
 BN0599  ___________________________________________________________________
 BN0599  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 BN0599  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 BN0599
 BN0599  HORZ ORDER  -  THIRD
 BN0599
 BN0599.The horizontal coordinates were established by classical geodetic methods
 BN0599.and adjusted by the National Geodetic Survey in February 1996..
 BN0599
 BN0599
 BN0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0599
 BN0599.The geoid height was determined by GEOID03.
 BN0599
 BN0599;                    North         East     Units Scale Factor Converg.
 BN0599;SPC TX C     - 3,102,384.466   898,446.277   MT  0.99990943   +1 03 56.4
 BN0599;SPC TX C     -10,178,406.37  2,947,652.49   sFT  0.99990943   +1 03 56.4
 BN0599;UTM  14      - 3,382,578.386   570,546.317   MT  0.99966139   +0 22 27.2
 BN0599
 BN0599                          SUPERSEDED SURVEY CONTROL
 BN0599
 BN0599  NAD 83(1986)-  30 34 24.98281(N)    098 15 51.44995(W) AD(       ) 4
 BN0599  NAD 27      -  30 34 24.29500(N)    098 15 50.36300(W) AD(       ) 3
 BN0599
 BN0599.Superseded values are not recommended for survey control.
 BN0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0599.See file dsdata.txt to determine how the superseded data were derived.
 BN0599
 BN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7054682578(NAD 83)
 BN0599_MARKER: 51 = TANK
 BN0599
 BN0599  HISTORY     - Date     Condition        Report By
 BN0599  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0599
 BN0599                          STATION DESCRIPTION
 BN0599
 BN0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0599'THE STATION IS LOCATED ON A HILL ABOUT 0.5 MILE NORTHEAST
 BN0599'OF THE TOWN OF MARBLE FALLS.
 BN0599'
 BN0599'THE TANK PROPER IS SET ON A FOUNDATION AT GROUND LEVEL.
 BN0599'THE ENTIRE STRUCTURE IS PAINTED SILVER, AND IT IS 36 FEET
 BN0599'HIGH AND 36 FEET IN DIAMETER.  THE POINT OBSERVED WAS A BALL
 BN0599'AT THE APEX OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0805 ***********************************************************************
 BN0805  SACS        -  This is a Secondary Airport Control Station.
 BN0805  DESIGNATION -  MARBPORT
 BN0805  PID         -  BN0805
 BN0805  STATE/COUNTY-  TX/LLANO
 BN0805  USGS QUAD   -  MARBLE FALLS (1967)
 BN0805
 BN0805                         *CURRENT SURVEY CONTROL
 BN0805  ___________________________________________________________________
 BN0805* NAD 83(1993)-  30 31 25.73322(N)    098 21 32.48644(W)     ADJUSTED  
 BN0805* NAVD 88     -       329.97   (meters)    1082.6    (feet)  GPS OBS   
 BN0805  ___________________________________________________________________
 BN0805  X           -    -799,457.144 (meters)                     COMP
 BN0805  Y           -  -5,440,835.408 (meters)                     COMP
 BN0805  Z           -   3,220,684.464 (meters)                     COMP
 BN0805  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 BN0805  ELLIP HEIGHT-         305.93  (meters)          (07/23/01) GPS OBS
 BN0805  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 BN0805
 BN0805  HORZ ORDER  -  FIRST
 BN0805  ELLP ORDER  -  FOURTH    CLASS II
 BN0805
 BN0805.This mark is at Austin (HORSESHOE BAY) Airport (4R2)
 BN0805
 BN0805.The horizontal coordinates were established by GPS observations
 BN0805.and adjusted by the National Geodetic Survey in September 1996..
 BN0805
 BN0805.The orthometric height was determined by GPS observations and a
 BN0805.high-resolution geoid model.
 BN0805
 BN0805.GPS derived orthometric heights for airport stations designated as
 BN0805.PACS or SACS are published to 2 decimal places.  This maintains
 BN0805.centimeter relative accuracy between the PACS and SACS.  It does
 BN0805.not indicate centimeter accuracy relative to other marks which are
 BN0805.part of the NAVD 88 network.
 BN0805
 BN0805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0805
 BN0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0805
 BN0805.The ellipsoidal height was determined by GPS observations
 BN0805.and is referenced to NAD 83.
 BN0805
 BN0805.The geoid height was determined by GEOID03.
 BN0805
 BN0805;                    North         East     Units Scale Factor Converg.
 BN0805;SPC TX C     - 3,096,701.080   889,459.572   MT  0.99991625   +1 01 00.8
 BN0805;SPC TX C     -10,159,760.13  2,918,168.61   sFT  0.99991625   +1 01 00.8
 BN0805;UTM  14      - 3,377,005.300   561,494.030   MT  0.99964665   +0 19 32.0
 BN0805
 BN0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0805!SPC TX C     -   0.99995196  x   0.99991625  =   0.99986821
 BN0805!UTM  14      -   0.99995196  x   0.99964665  =   0.99959863
 BN0805
 BN0805:                Primary Azimuth Mark                     Grid Az
 BN0805:SPC TX C     -  MARBPORT AZ MK                           002 17 00.1
 BN0805:UTM  14      -  MARBPORT AZ MK                           002 58 28.9
 BN0805
 BN0805|---------------------------------------------------------------------|
 BN0805| PID    Reference Object                     Distance      Geod. Az  |
 BN0805|                                                           dddmmss.s |
 BN0805| BN0806 MARBPORT AZ MK                      APPROX. 1.2 KM 0031800.9 |
 BN0805|---------------------------------------------------------------------|
 BN0805
 BN0805                          SUPERSEDED SURVEY CONTROL
 BN0805
 BN0805  ELLIP H (09/03/96)  305.97   (m)                       GP(       ) 4 2
 BN0805  NAD 83(1993)-  30 31 25.73278(N)    098 21 32.48586(W) AD(       ) 3
 BN0805  ELLIP H (02/16/96)  306.08   (m)                       GP(       ) 5 1
 BN0805  NAD 83(1986)-  30 31 25.73738(N)    098 21 32.48584(W) AD(       ) 3
 BN0805  NAD 27      -  30 31 25.03600(N)    098 21 31.37353(W) AD(       ) 3
 BN0805  NGVD 29 (12/08/88)  329.8    (m)         1082.     (f) GPS OBS        
 BN0805
 BN0805.Superseded values are not recommended for survey control.
 BN0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0805.See file dsdata.txt to determine how the superseded data were derived.
 BN0805
 BN0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6149477005(NAD 83)
 BN0805_MARKER: DH = HORIZONTAL CONTROL DISK
 BN0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0805_SP_SET: CONCRETE POST
 BN0805_STAMPING: MARBPORT 1988
 BN0805_MARK LOGO: NGS   
 BN0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0805+STABILITY: SURFACE MOTION
 BN0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0805+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 BN0805
 BN0805  HISTORY     - Date     Condition        Report By
 BN0805  HISTORY     - 1988     MONUMENTED       NGS
 BN0805  HISTORY     - 19881209 GOOD             NGS
 BN0805  HISTORY     - 19890123 GOOD
 BN0805  HISTORY     - 19950316 GOOD             NGS
 BN0805
 BN0805                          STATION DESCRIPTION
 BN0805
 BN0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BN0805'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) SOUTHWEST OF MARBLE
 BN0805'FALLS, 0.8 KM (0.50 MI) WEST OF THE LLANO COUNTY LINE AND 2.5 KM
 BN0805'(1.55 MI) SOUTH OF THE SOUTH EDGE OF LAKE L.B.J., AT THE HORSESHOE BAY
 BN0805'AIRPORT.  OWENERSHIP--PRIVATE--HORSESHOE--BAY COUNTRY CLUB RESORTS
 BN0805'BOX 7766, MARBLE FALLS TX 78654.  THE AIRPORT MANAGER IS C.E.
 BN0805'OBERHOLTZER.  TELEPHONE NUMBER 512-598-2556.
 BN0805'TO REACH THE STATION FROM THE SOUTH END OF THE COLORADO RIVER BRIDGE,
 BN0805'AT MARBLE FALLS.  GO SOUTH ON U.S. HIGHWAY 281 FOR 0.28 KM (0.15 MI)
 BN0805'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON RANCH ROAD
 BN0805'2147 FOR 6.9 KM (4.30 MI) TO A STEEL TOWER TRANSMISSION LINE
 BN0805'CROSSING.  CONTINUE AHEAD FOR 2.07 KM (1.30 MI) TO A PAVED ROAD LEFT,
 BN0805'WITH A TRAFFIC ISLAND IN THE MIDDLE.  TURN LEFT AND GO SOUTH TO A
 BN0805'FORK IN THE ROAD.  BEAR LEFT AND GO SOUTHERLY, UP THE HILL ON CLAYTON
 BN0805'NOLEN DRIVE FOR 0.62 KM (0.40 MI) TO A WATER STORAGE TANK ON, THE
 BN0805'LEFT.  GO STRAIGHT AHEAD ON AIRPARK DRIVE FOR 0.52 KM (0.30 MI) TO A
 BN0805'STREET ON THE RIGHT, IN THE DIP.  TURN RIGHT ON CLAYTON NOLEN DRIVE
 BN0805'WEST, THEN SOUTH FOR 1.09 KM (0.70 MI) TO THE TARMAC, ON THE LEFT, AT
 BN0805'THE HANGER AT THE TOP OF THE HILL.  TURN LEFT AND GO EAST ON THE
 BN0805'TARMAC FOR 0.11 KM (0.05 MI) TO THE OFFICE ON THE LEFT.  CONTINUE
 BN0805'AHEAD ON THE RAMP FOR 0.08 KM (0.05 MI) TO THE RUNWAY AND THE STATION
 BN0805'ON THE RIGHT, BETWEEN THE TWO RAMPS.
 BN0805'THE STATION IS SET 27.9 M (91.5 FT) EAST OF THE EASTERNMOST LEG OF
 BN0805'FOUR WOODEN LEGS, HOLDING A WILDLIFE WARNING SIGN, 19.8 M (65.0 FT)
 BN0805'SOUTH OF THE CENTERLINE OF THE NORTH RAMP, 18.8 M (61.7 FT) WEST OF
 BN0805'THE CENTERLINE OF THE RUNWAY AND 15.8 M (51.8 FT) NORTH OF THE
 BN0805'CENTERLINE OF THE SOUTH RAMP.
 BN0805'DESCRIBED BY R.D.B.
 BN0805
 BN0805                          STATION RECOVERY (1988)
 BN0805
 BN0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BN0805'RECOVERED IN GOOD CONDITION.
 BN0805
 BN0805                          STATION RECOVERY (1989)
 BN0805
 BN0805'RECOVERED 1989
 BN0805'RECOVERED IN GOOD CONDITION.
 BN0805
 BN0805                          STATION RECOVERY (1995)
 BN0805
 BN0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0805'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) SOUTHWEST OF MARBLE
 BN0805'FALLS, 0.8 KM (0.50 MI) WEST OF THE LLANO COUNTY LINE AND 2.5 KM (1.55
 BN0805'MI) SOUTH OF THE SOUTH EDGE OF LAKE L.B.J., AT THE HORSESHOE BAY
 BN0805'AIRPORT.  ON THE WEST SIDE OF THE RUNWAY, SOUTH OF THE TERMINAL, EAST
 BN0805'OF A WILDLIFE WARNING SIGN, IN A GRASS ISLAND BETWEEN TWO TAXIS.
 BN0805'OWENERSHIP--PRIVATE--BAY COUNTRY CLUB RESORTS, BOX 7766, MARBLE FALLS,
 BN0805'TX.  78654.  THE AIRPORT ADMINISTRATOR IS SEAN BIDWELL.  PHONE
 BN0805'512-598-2556. TO REACH THE STATION FROM THE SOUTH END OF THE COLORADO
 BN0805'RIVER BRIDGE AT MARBLE FALLS.  GO SOUTH ON U.S. HIGHWAY 281 FOR 0.29
 BN0805'KM (0.20 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT, SOUTHWEST, ON
 BN0805'RANCH ROAD 2147 FOR 6.9 KM (4.30 MI) TO A STEEL TOWER TRANSMISSION
 BN0805'LINE CROSSING.  CONTINUE AHEAD FOR 2.07 KM (1.30 MI) TO A PAVED ROAD
 BN0805'ON THE LEFT, WITH A TRAFFIC ISLAND IN THE MIDDLE.  TURN LEFT, SOUTH,
 BN0805'0.26 KM (0.15 MI) TO A FORK IN THE ROAD. BEAR LEFT, SOUTHWESTERLY, UP
 BN0805'THE HILL ON CLAYTON NOLEN DRIVE FOR 0.79 KM (0.50 MI) PAST A WATER
 BN0805'STORAGE TANK ON THE LEFT, TO AIRPARK DRIVE ON THE LEFT, AT THE TOP OF
 BN0805'THE HILL, TURN LEFT, SOUTH, 0.91 KM (0.55 MI) TO A LOCKED GATE ON THE
 BN0805'LEFT AND NORTH OF THE TERMINAL. PASS THROUGH THE GATE, BEAR RIGHT,
 BN0805'SOUTH-SOUTHEAST, 0.32 KM (0.20 MI) ACROSS THE TARMACK TO A GRASS
 BN0805'ISLAND BETWEEN TWO TAXIS AND THE STATION ON THE RIGHT. STATION IS 28.2
 BN0805'M (92.5 FT) EAST OF THE MOST EASRERLY LEG OF A WILDLIFE WARNING SIGN,
 BN0805'21.1 M (69.2 FT) SOUTH OF THE CENTER OF THE NORTH TAXI, 18.7 M (61.4
 BN0805'FT) WEST OF THE RUNWAY CENTERLINE, 15.7 M (51.5 FT) NORTH OF THE
 BN0805'CENTER OF THE SOUTH TAXI, 6.8 M (22.3 FT) NORTH OF A RUNWAY LIGHT, 5.3
 BN0805'M (17.4 FT) SOUTH OF A TAXI LIGHT, AND THE MONUMENT IS FLUSH WITH THE
 BN0805'GROUND SURFACE.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0806 ***********************************************************************
 BN0806  SACS        -  This is a Secondary Airport Control Station.
 BN0806  DESIGNATION -  MARBPORT AZ MK
 BN0806  PID         -  BN0806
 BN0806  STATE/COUNTY-  TX/LLANO
 BN0806  USGS QUAD   -  MARBLE FALLS (1967)
 BN0806
 BN0806                         *CURRENT SURVEY CONTROL
 BN0806  ___________________________________________________________________
 BN0806* NAD 83(1993)-  30 32 03.25775(N)    098 21 29.98674(W)     ADJUSTED  
 BN0806* NAVD 88     -       326.77   (meters)    1072.1    (feet)  GPS OBS   
 BN0806  ___________________________________________________________________
 BN0806  X           -    -799,305.476 (meters)                     COMP
 BN0806  Y           -  -5,440,261.588 (meters)                     COMP
 BN0806  Z           -   3,221,678.259 (meters)                     COMP
 BN0806  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 BN0806  ELLIP HEIGHT-         302.74  (meters)          (07/23/01) GPS OBS
 BN0806  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 BN0806
 BN0806  HORZ ORDER  -  FIRST
 BN0806  ELLP ORDER  -  FOURTH    CLASS II
 BN0806
 BN0806.This mark is at Austin (HORSESHOE BAY) Airport (4R2)
 BN0806
 BN0806.The horizontal coordinates were established by GPS observations
 BN0806.and adjusted by the National Geodetic Survey in September 1996..
 BN0806
 BN0806.The orthometric height was determined by GPS observations and a
 BN0806.high-resolution geoid model.
 BN0806
 BN0806.GPS derived orthometric heights for airport stations designated as
 BN0806.PACS or SACS are published to 2 decimal places.  This maintains
 BN0806.centimeter relative accuracy between the PACS and SACS.  It does
 BN0806.not indicate centimeter accuracy relative to other marks which are
 BN0806.part of the NAVD 88 network.
 BN0806
 BN0806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0806
 BN0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0806
 BN0806.The ellipsoidal height was determined by GPS observations
 BN0806.and is referenced to NAD 83.
 BN0806
 BN0806.The geoid height was determined by GEOID03.
 BN0806
 BN0806;                    North         East     Units Scale Factor Converg.
 BN0806;SPC TX C     - 3,097,857.545   889,505.684   MT  0.99991476   +1 01 02.1
 BN0806;SPC TX C     -10,163,554.30  2,918,319.90   sFT  0.99991476   +1 01 02.1
 BN0806;UTM  14      - 3,378,160.813   561,554.075   MT  0.99964674   +0 19 33.6
 BN0806
 BN0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0806!SPC TX C     -   0.99995246  x   0.99991476  =   0.99986722
 BN0806!UTM  14      -   0.99995246  x   0.99964674  =   0.99959922
 BN0806
 BN0806:                Primary Azimuth Mark                     Grid Az
 BN0806:SPC TX C     -  4R2 A                                    178 47 11.6
 BN0806:UTM  14      -  4R2 A                                    179 28 40.1
 BN0806
 BN0806|---------------------------------------------------------------------|
 BN0806| PID    Reference Object                     Distance      Geod. Az  |
 BN0806|                                                           dddmmss.s |
 BN0806| AB2841 4R2 A                               407.767 METERS 1794813.7 |
 BN0806| BN0805 MARBPORT                            APPROX. 1.2 KM 1831802.2 |
 BN0806|---------------------------------------------------------------------|
 BN0806
 BN0806                          SUPERSEDED SURVEY CONTROL
 BN0806
 BN0806  ELLIP H (09/03/96)  302.77   (m)                       GP(       ) 4 2
 BN0806  NAD 83(1993)-  30 32 03.25755(N)    098 21 29.98596(W) AD(       ) 3
 BN0806  ELLIP H (02/16/96)  302.88   (m)                       GP(       ) 5 1
 BN0806  NAD 83(1986)-  30 32 03.26209(N)    098 21 29.98611(W) AD(       ) 3
 BN0806  NAD 27      -  30 32 02.56182(N)    098 21 28.87346(W) AD(       ) 3
 BN0806  NGVD 29 (12/08/88)  326.6    (m)         1072.     (f) GPS OBS        
 BN0806
 BN0806.Superseded values are not recommended for survey control.
 BN0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0806.See file dsdata.txt to determine how the superseded data were derived.
 BN0806
 BN0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6155478161(NAD 83)
 BN0806_MARKER: DZ = AZIMUTH MARK DISK
 BN0806_SETTING: 66 = SET IN ROCK OUTCROP
 BN0806_SP_SET: ROCK OUTCROP
 BN0806_STAMPING: MARBPORT 1988
 BN0806_MARK LOGO: NGS   
 BN0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0806+STABILITY: POSITION/ELEVATION WELL
 BN0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0806+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 BN0806
 BN0806  HISTORY     - Date     Condition        Report By
 BN0806  HISTORY     - 1988     MONUMENTED       NGS
 BN0806  HISTORY     - 19881209 GOOD             NGS
 BN0806  HISTORY     - 19890123 GOOD
 BN0806  HISTORY     - 19950316 GOOD             NGS
 BN0806
 BN0806                          STATION DESCRIPTION
 BN0806
 BN0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BN0806'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) SOUTHWEST OF MARBLE
 BN0806'FALLS, 0.8 KM (0.50 MI) WEST OF THE LLANO COUNTY LINE AND 2.5 KM
 BN0806'(1.55 MI) SOUTH OF THE SOUTH EDGE OF LAKE L.B.J., AT THE HORSESHOE BAY
 BN0806'AIRPORT.  OWENERSHIP--PRIVATE--BAY COUNTRY CLUB RESORTS, BOX 7766,
 BN0806'MARBLE FALLS TX 78654.  THE AIRPORT MANAGER IS C.E. OBERHOLTZER.
 BN0806'TELEPHONE NUMBER 512-598-2556.
 BN0806'TO REACH THE STATION FROM THE SOUTH END OF THE COLORADO RIVER BRIDGE,
 BN0806'AT MARBLE FALLS.  GO SOUTH ON U.S. HIGHWAY 281 FOR 0.28 KM (0.15 MI)
 BN0806'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON RANCH ROAD
 BN0806'2147 FOR 6.9 KM (4.30 MI) TO A STEEL TOWER TRANSMISSION LINE
 BN0806'CROSSING.  CONTINUE AHEAD FOR 2.07 KM (1.30 MI) TO A PAVED ROAD LEFT,
 BN0806'WITH A TRAFFIC ISLAND IN THE MIDDLE.  TURN LEFT AND GO SOUTH TO A
 BN0806'FORK IN THE ROAD.  BEAR LEFT AND GO SOUTHERLY, UP THE HILL ON CLAYTON
 BN0806'NOLEN DRIVE FOR 0.62 KM (0.40 MI) TO A WATER STORAGE TANK ON, THE
 BN0806'LEFT.  GO STRAIGHT AHEAD ON AIRPARK DRIVE FOR 0.52 KM (0.30 MI) TO A
 BN0806'STREET ON THE RIGHT, IN THE DIP.  TURN RIGHT ON CLAYTON NOLEN DRIVE
 BN0806'WEST, THEN SOUTH FOR 1.09 KM (0.70 MI) TO THE TARMAC, ON THE LEFT, AT
 BN0806'THE HANGER AT THE TOP OF THE HILL.  TURN LEFT AND GO EAST ON THE
 BN0806'TARMAC FOR 0.11 KM (0.05 MI) TO THE OFFICE ON THE LEFT.  CONTINUE
 BN0806'AHEAD ON THE RAMP FOR 0.08 KM (0.05 MI) TO THE RUNWAY.  TURN LEFT AND
 BN0806'GO NORTHERLY ON THE WEST SIDE OF THE RUNWAY FOR 1.13 KM (0.70 MI) TO
 BN0806'THE AZIMUTH MARK ACROSS THE RUNWAY, SET IN THE WEST EDGE OF AN 8 BY
 BN0806'10 FOOT PIECE OF ROCK OUTCROP, ABOUT 1 FOOT HIGHER THAN THE RUNWAY.
 BN0806'THE MARK IS SET ABOUT 115 M (377.3 FT) SOUTH OF RUNWAY END 17, ON THE
 BN0806'EAST SIDE OF THE RUNWAY, 38.4 M (126.0 FT) NORTH OF THE SLOPE
 BN0806'INDICATOR LIGHT, 25.7 M (84.3 FT) EAST OF THE CENTERLINE OF THE
 BN0806'RUNWAY, 19.5 M (64.0 FT) WEST OF THE CENTERLINE OF A PAVED ROAD AND
 BN0806'12.9 M (42.3 FT) NORTHEAST OF A RUNWAY LIGHT.
 BN0806'DESCRIBED BY R.D.B.
 BN0806
 BN0806                          STATION RECOVERY (1988)
 BN0806
 BN0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BN0806'RECOVERED IN GOOD CONDITION.
 BN0806
 BN0806                          STATION RECOVERY (1989)
 BN0806
 BN0806'RECOVERED 1989
 BN0806'RECOVERED IN GOOD CONDITION.
 BN0806
 BN0806                          STATION RECOVERY (1995)
 BN0806
 BN0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0806'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) SOUTHWEST OF MARBLE
 BN0806'FALLS, 0.8 KM (0.50 MI) WEST OF THE LLANO COUNTY LINE AND 2.5 KM (1.55
 BN0806'MI) SOUTH OF THE SOUTH EDGE OF LAKE L.B.J., AT THE HORSESHOE BAY
 BN0806'AIRPORT.  NEAR THE NORTH RUNWAY END, EAST OF THE RUNWAY IN OUTCROPING
 BN0806'BEDROCK.  OWENERSHIP--PRIVATE--BAY COUNTRY CLUB RESORTS, BOX 7766,
 BN0806'MARBLE FALLS, TX.  78654.  THE AIRPORT ADMINISTRATOR IS SEAN BIDWELL,
 BN0806'PHONE 512-598-2556. TO REACH THE STATION FROM THE SOUTH END OF THE
 BN0806'COLORADO RIVER BRIDGE AT MARBLE FALLS.  GO SOUTH ON U.S.  HIGHWAY 281
 BN0806'FOR 0.29 KM (0.20 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTHWEST,
 BN0806'ON RANCH ROAD 2147 FOR 6.9 KM (4.30 MI) TO A STEEL TOWER TRANSMISSION
 BN0806'LINE CROSSING.  CONTINUE AHEAD FOR 2.07 KM (1.30 MI) TO A PAVED ROAD
 BN0806'ON THE LEFT WITH A TRAFFIC ISLAND IN THE MIDDLE.  TURN LEFT, SOUTH,
 BN0806'0.26 KM (0.15 MI) TO A FORK IN THE ROAD. BEAR LEFT, SOUTHWESTERLY, UP
 BN0806'THE HILL ON CLAYTON NOLEN DRIVE FOR 0.79 KM (0.50 MI) PAST A WATER
 BN0806'STORAGE TANK ON THE LEFT TO AIRPARK DRIVE ON THE LEFT, AT THE TOP OF
 BN0806'THE HILL, TURN LEFT, SOUTH, 0.91 KM (0.55 MI) TO A LOCKED GATE ON THE
 BN0806'LEFT AND NORTH OF THE TERMINAL. PASS THROUGH THE GATE, EAST, 0.13 KM
 BN0806'(0.10 MI) CROSSING THE APRON AND RUNWAY TO AN APRON ON THE EAST SIDE
 BN0806'OF THE RUNWAY AND A ROAD ON THE LEFT, TURN LEFT, NORTH, 0.85 KM (0.50
 BN0806'MI) TO THE STATION ON THE LEFT.  IN THE WEST EDGE OF AN 8 BY 10 FOOT
 BN0806'(3.0 M) AERIA OF EXPOSED BEDROCK., ABOUT 1 FOOT (0.3 M) HIGHER THAN
 BN0806'THE RUNWAY.STATION IS 115 M (377.3 FT) SOUTH OF THE END OF RUNWAY 17,
 BN0806'38.4 M (126.0 FT) NORTH OF A VASI LIGHT, 25.7 M (84.3 FT) EAST OF THE
 BN0806'CENTERLINE OF THE RUNWAY, 18.5 M (60.7 FT) WEST-NORTHWEST OF THE
 BN0806'CENTER OF A PAVED ROAD, 12.9 M (42.3 FT) NORTHEAST OF A RUNWAY LIGHT.
 BN0806'AND 0.6 M (2.0 FT) WEST-SOUTHWEST OF A WITNESS POST.  BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0920 ***********************************************************************
 BM0920  CBN         -  This is a Cooperative Base Network Control Station.
 BM0920  DESIGNATION -  MARBRIDGE
 BM0920  PID         -  BM0920
 BM0920  STATE/COUNTY-  TX/TRAVIS
 BM0920  USGS QUAD   -  OAK HILL (1988)
 BM0920
 BM0920                         *CURRENT SURVEY CONTROL
 BM0920  ___________________________________________________________________
 BM0920* NAD 83(1993)-  30 08 13.43498(N)    097 51 10.96359(W)     ADJUSTED  
 BM0920* NAVD 88     -       221.7    (meters)     727.     (feet)  GPS OBS   
 BM0920  ___________________________________________________________________
 BM0920  X           -    -754,323.984 (meters)                     COMP
 BM0920  Y           -  -5,469,037.779 (meters)                     COMP
 BM0920  Z           -   3,183,621.541 (meters)                     COMP
 BM0920  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 BM0920  ELLIP HEIGHT-         195.91  (meters)          (10/24/00) GPS OBS
 BM0920  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BM0920
 BM0920  HORZ ORDER  -  B
 BM0920  ELLP ORDER  -  FOURTH    CLASS II
 BM0920
 BM0920.The horizontal coordinates were established by GPS observations
 BM0920.and adjusted by the National Geodetic Survey in May 1994..
 BM0920
 BM0920.The orthometric height was determined by GPS observations and a
 BM0920.high-resolution geoid model.
 BM0920
 BM0920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM0920
 BM0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0920
 BM0920.The ellipsoidal height was determined by GPS observations
 BM0920.and is referenced to NAD 83.
 BM0920
 BM0920.The geoid height was determined by GEOID03.
 BM0920
 BM0920;                    North         East     Units Scale Factor Converg.
 BM0920;SPC TX C     - 3,054,811.683   938,963.113   MT  0.99999462   +1 16 39.0
 BM0920;SPC TX C     -10,022,328.00  3,080,581.48   sFT  0.99999462   +1 16 39.0
 BM0920;SPC TXSC     - 4,255,864.254   710,506.905   MT  0.99996102   +0 33 42.9
 BM0920;SPC TXSC     -13,962,781.31  2,331,054.74   sFT  0.99996102   +0 33 42.9
 BM0920;UTM  14      - 3,334,528.653   610,472.465   MT  0.99975057   +0 34 33.3
 BM0920
 BM0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0920!SPC TX C     -   0.99996923  x   0.99999462  =   0.99996385
 BM0920!SPC TXSC     -   0.99996923  x   0.99996102  =   0.99993025
 BM0920!UTM  14      -   0.99996923  x   0.99975057  =   0.99971981
 BM0920
 BM0920|---------------------------------------------------------------------|
 BM0920| PID    Reference Object                     Distance      Geod. Az  |
 BM0920|                                                           dddmmss.s |
 BM0920| CV4719 MARBRIDGE RM 1                       29.575 METERS 11102     |
 BM0920| CV4720 MARBRIDGE RM 2                       23.376 METERS 22154     |
 BM0920| CV4718 MARBRIDGE AZ MK                                    2691332.5 |
 BM0920| BM0925 CEDAR VALLEY MICROWAVE KKK 89       APPROX.15.2 KM 2915027.6 |
 BM0920|---------------------------------------------------------------------|
 BM0920
 BM0920                          SUPERSEDED SURVEY CONTROL
 BM0920
 BM0920  ELLIP H (05/09/94)  196.04   (m)                       GP(       ) 4 2
 BM0920  NAD 83(1986)-  30 08 13.45184(N)    097 51 10.94468(W) AD(       ) 1
 BM0920  NAD 27      -  30 08 12.68986(N)    097 51 09.92441(W) AD(       ) 1
 BM0920  NGVD 29 (07/19/86)  221.51   (m)          726.7    (f) LEVELING    3  
 BM0920
 BM0920.Superseded values are not recommended for survey control.
 BM0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0920.See file dsdata.txt to determine how the superseded data were derived.
 BM0920
 BM0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1047234529(NAD 83)
 BM0920_MARKER: DS = TRIANGULATION STATION DISK
 BM0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0920_SP_SET: CONCRETE POST
 BM0920_STAMPING: MARBRIDGE 1967
 BM0920_MARK LOGO: CGS   
 BM0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0920+STABILITY: SURFACE MOTION
 BM0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0920+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2005
 BM0920
 BM0920  HISTORY     - Date     Condition        Report By
 BM0920  HISTORY     - 1967     MONUMENTED       CGS
 BM0920  HISTORY     - 1967     GOOD             CGS
 BM0920  HISTORY     - 19930302 GOOD             NGS
 BM0920  HISTORY     - 19960127 GOOD             USPSQD
 BM0920  HISTORY     - 20050213 GOOD             USPSQD
 BM0920
 BM0920                          STATION DESCRIPTION
 BM0920
 BM0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0920'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF AUSTIN, 3
 BM0920'1/2 MILES NORTH OF BUDA AND 1-1/2 MILES WEST-SOUTHWEST OF
 BM0920'MANCHACA, AT THE SOUTHWEST CORNER OF A FOOTBALL FIELD ON PROPERTY
 BM0920'OWNED BY THE MARBRIDGE RANCH, HOME FOR BOYS.
 BM0920'
 BM0920'TO REACH THE STATION FROM THE SOUTH END OF THE COLORADO RIVER
 BM0920'BRIDGE ON INTERSTATE HIGHWAY 35 IN AUSTIN, GO SOUTH ON INTERSTATE
 BM0920'35 FOR 8.0 MILES TO THE SLAUGHTER CREEK OVERPASS.  CONTINUE
 BM0920'SOUTH ON INTERSTATE 35 FOR 0.8 MILE TO THE EXIT TO FARM ROAD
 BM0920'1626.  BEAR RIGHT AND GO WEST ON ROAD 1626 FOR 2.35 MILES TO THE
 BM0920'JUNCTION OF FARM ROAD 2304 IN MANCHACA.  CONTINUE WEST AND
 BM0920'SOUTHWEST ON ROAD 1626 FOR 1.3 MILES TO A SIDE ROAD AND SIGN
 BM0920'MARBRIDGE RANCH ON THE RIGHT.  TURN RIGHT AND GO WEST ON A
 BM0920'PAVED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 BM0920'
 BM0920'THE STATION MARK IS A STANDARD DISK STAMPED MARBRIDGE 1967, SET
 BM0920'IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH
 BM0920'WITH THE SURFACE OF THE GROUND.  IT IS 153.5 FEET EAST-SOUTHEAST
 BM0920'OF A POWER POLE WITH TRANSFORMER, 97 FEET WEST-NORTHWEST OF A
 BM0920'POWER POLE AND 39 FEET NORTH OF THE CENTER OF THE PAVED ROAD.
 BM0920'
 BM0920'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MARBRIDGE NO 1
 BM0920'1967, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 BM0920'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 21.5 FEET NORTH
 BM0920'OF THE CENTER OF THE PAVED ROAD AND 2 FEET NORTH OF A POWER POLE.
 BM0920'
 BM0920'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MARBRIDGE NO 2
 BM0920'1967, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 BM0920'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 27 FEET SOUTH
 BM0920'OF THE CENTER OF THE PAVED ROAD, 9.5 FEET WEST-NORTHWEST OF A
 BM0920'CORNER FENCE POST AND 2 FEET NORTHEAST OF A METAL WITNESS POST
 BM0920'IN A FENCE LINE.
 BM0920'
 BM0920'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MARBRIDGE 1967, SET
 BM0920'IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 BM0920'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28 FEET NORTH
 BM0920'OF THE CENTER OF THE PAVED ROAD, 3.5 FEET EAST OF A POWER POLE
 BM0920'AND 1.5 FEET SOUTH OF A FENCE.
 BM0920'
 BM0920'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 BM0920'PAVED ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BM0920'
 BM0920'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
 BM0920
 BM0920                          STATION RECOVERY (1967)
 BM0920
 BM0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 BM0920'RECOVERED IN GOOD CONDITION.
 BM0920
 BM0920                          STATION RECOVERY (1993)
 BM0920
 BM0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BM0920'THE STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTHWEST OF AUSTIN, 5 KM
 BM0920'(3.10 MI) NORTH OF BUDA, 2 KM (1.25 MI) WEST-SOUTHWEST OF MANCHACA IN
 BM0920'FLAT GRASS NEAR THE BACKSTOP AT THE SOUTHWEST CORNER OF A BASEBALL
 BM0920'DIAMOND AT THE MARBRIDGE HOME FOR BOYS.  OWNERSHIP--MARBRIDGE
 BM0920'FOUNDATION, 1 BLISS SPILLER ROAD, MANCHACA, TX 78652.  FOR PERMISSION
 BM0920'TO USE THIS STATION CONTACT SUPERVISOR DUANE PFLUGER.  PHONE
 BM0920'512-282-1144 DURING 8-5 BUSINESS HOURS.
 BM0920'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35,
 BM0920'U.S. HIGHWAY 290 AND STATE HIGHWAY 71 NEAR THE SOUTH END OF AUSTIN,
 BM0920'GO SOUTHWEST ON HIGHWAY 35 FOR 6.35 KM (3.95 MI) TO THE OVERPASS AT
 BM0920'THE JUNCTION OF FARM ROAD LOOP 275 (SLAUGHTER LANE).  CONTINUE
 BM0920'SOUTHWEST ON HIGHWAY 35 FOR 2.12 KM (1.30 MI) TO AN OFFRAMP ON THE
 BM0920'RIGHT (EXIT 225).  BEAR RIGHT, SOUTHWEST, ON THE OFFRAMP AND FRONTAGE
 BM0920'ROAD FOR 1.0 KM (0.60 MI) TO FARM ROAD 1626 ON THE RIGHT.  TURN
 BM0920'RIGHT, NORTHWEST, ON FARM ROAD 1626 FOR 3.85 KM (2.40 MI) TO FARM
 BM0920'ROAD 2304 ON THE RIGHT IN MANCHACA.  CONTINUE AHEAD, WEST AND
 BM0920'SOUTHWEST, ON FARM ROAD 1626 FOR 2.42 KM (1.50 MI) TO A SIGN ON THE
 BM0920'RIGHT (MARBRIDGE) AND A PAVED ROAD ON THE RIGHT.  TURN RIGHT,
 BM0920'NORTHWEST, ON BLISS SPILLER ROAD FOR 0.22 KM (0.15 MI) TO THE PAVED
 BM0920'ENTRANCE TO THE MARBRIDGE FOUNDATION ON THE RIGHT.  TURN RIGHT,
 BM0920'NORTH, ON THE PAVED ROAD PASSING BETWEEN TWO SHORT BRICK WALLS FOR
 BM0920'0.13 KM (0.10 MI) TO A PAVED CROSSROAD AND THE FACILITY AHEAD.  TURN
 BM0920'RIGHT, EAST, ON THE PAVED ROAD FOR 0.11 KM (0.05 MI) TO THE STATION
 BM0920'ON THE LEFT.
 BM0920'STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST THAT IS
 BM0920'FLUSH WITH THE GROUND.  IT IS 12.1 M (39.7 FT) NORTH FROM THE CENTER
 BM0920'OF THE PAVED ROAD, 11.5 M (37.7 FT) SOUTH FROM THE NORTH POLE FOR THE
 BM0920'BACKSTOP, 8.8 M (28.9 FT) WEST-SOUTHWEST FROM THE EAST POLE FOR THE
 BM0920'BACKSTOP, 33.8 M (110.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 BM0920'SMALL HORSE BARN AT THE NORTH SIDE OF A LARGE CORRAL, 22.1 M
 BM0920'(72.5 FT) NORTH FROM THE FENCE AROUND THE CORRAL, 45.4 M (148.9 FT)
 BM0920'EAST FROM A LONE POWERPOLE WITH A TRANSFORMER, AND 1.0 M (3.3 FT) WEST
 BM0920'FROM A FIBERGLASS WITNESS POST.
 BM0920
 BM0920                          STATION RECOVERY (1996)
 BM0920
 BM0920'RECOVERY NOTE BY US POWER SQUADRON 1996
 BM0920'RECOVERED IN GOOD CONDITION.
 BM0920
 BM0920                          STATION RECOVERY (2005)
 BM0920
 BM0920'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0130 ***********************************************************************
 BQ0130  DESIGNATION -  MARFA
 BQ0130  PID         -  BQ0130
 BQ0130  STATE/COUNTY-  TX/PRESIDIO
 BQ0130  USGS QUAD   -  MARFA (1983)
 BQ0130
 BQ0130                         *CURRENT SURVEY CONTROL
 BQ0130  ___________________________________________________________________
 BQ0130* NAD 83(1993)-  30 18 38.21990(N)    104 00 49.57980(W)     ADJUSTED  
 BQ0130* NAVD 88     -      1443.840  (meters)    4737.00   (feet)  ADJUSTED  
 BQ0130  ___________________________________________________________________
 BQ0130  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 BQ0130  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 BQ0130  DYNAMIC HT  -        1441.428 (meters)    4729.09  (feet)  COMP
 BQ0130  MODELED GRAV-     978,920.6   (mgal)                       NAVD 88
 BQ0130
 BQ0130  HORZ ORDER  -  SECOND
 BQ0130  VERT ORDER  -  FIRST     CLASS II
 BQ0130
 BQ0130.The horizontal coordinates were established by classical geodetic methods
 BQ0130.and adjusted by the National Geodetic Survey in February 1996..
 BQ0130
 BQ0130.The orthometric height was determined by differential leveling
 BQ0130.and adjusted by the National Geodetic Survey in June 1991..
 BQ0130.WARNING-Repeat measurements at this control monument indicate possible
 BQ0130.vertical movement.
 BQ0130
 BQ0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0130
 BQ0130.The geoid height was determined by GEOID03.
 BQ0130
 BQ0130.The dynamic height is computed by dividing the NAVD 88
 BQ0130.geopotential number by the normal gravity value computed on the
 BQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0130.degrees latitude (g = 980.6199 gals.).
 BQ0130
 BQ0130.The modeled gravity was interpolated from observed gravity values.
 BQ0130
 BQ0130;                    North         East     Units Scale Factor Converg.
 BQ0130;SPC TXSC     - 4,284,896.932   117,897.272   MT  1.00000800   -2 27 22.7
 BQ0130;SPC TXSC     -14,058,032.68    386,801.30   sFT  1.00000800   -2 27 22.7
 BQ0130;SPC TX C     - 3,077,241.583   346,080.166   MT  0.99995388   -1 53 44.3
 BQ0130;SPC TX C     -10,095,916.76  1,135,431.34   sFT  0.99995388   -1 53 44.3
 BQ0130;UTM  13      - 3,353,616.908   594,824.086   MT  0.99971093   +0 29 52.0
 BQ0130
 BQ0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0130!SPC TXSC     -   0.99977668  x   1.00000800  =   0.99978468
 BQ0130!SPC TX C     -   0.99977668  x   0.99995388  =   0.99973057
 BQ0130!UTM  13      -   0.99977668  x   0.99971093  =   0.99948767
 BQ0130
 BQ0130:                Primary Azimuth Mark                     Grid Az
 BQ0130:SPC TXSC     -  MARFA AZ MK                              097 04 18.4
 BQ0130:SPC TX C     -  MARFA AZ MK                              096 30 40.0
 BQ0130:UTM  13      -  MARFA AZ MK                              094 07 03.7
 BQ0130
 BQ0130|---------------------------------------------------------------------|
 BQ0130| PID    Reference Object                     Distance      Geod. Az  |
 BQ0130|                                                           dddmmss.s |
 BQ0130| CH8960 MARFA AZ MK                                        0943655.7 |
 BQ0130| CH8961 MARFA RM 1                            8.719 METERS 12910     |
 BQ0130| BQ0131 MARFA RM 2                           11.169 METERS 23340     |
 BQ0130|---------------------------------------------------------------------|
 BQ0130
 BQ0130                          SUPERSEDED SURVEY CONTROL
 BQ0130
 BQ0130  NAD 83(1986)-  30 18 38.21692(N)    104 00 49.57762(W) AD(       ) 2
 BQ0130  NAD 27      -  30 18 37.63500(N)    104 00 47.92200(W) AD(       ) 2
 BQ0130  NGVD 29 (??/??/92) 1443.246  (m)         4735.05   (f) ADJ UNCH    1 2
 BQ0130
 BQ0130.Superseded values are not recommended for survey control.
 BQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0130.See file dsdata.txt to determine how the superseded data were derived.
 BQ0130
 BQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9482453617(NAD 83)
 BQ0130_MARKER: DS = TRIANGULATION STATION DISK
 BQ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0130_STAMPING: MARFA 1942
 BQ0130_MARK LOGO: CGS   
 BQ0130_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0130+STABILITY: SURFACE MOTION
 BQ0130
 BQ0130  HISTORY     - Date     Condition        Report By
 BQ0130  HISTORY     - 1942     MONUMENTED       CGS
 BQ0130  HISTORY     - 1957     GOOD             NGS
 BQ0130  HISTORY     - 1981     GOOD             NGS
 BQ0130  HISTORY     - 1989     GOOD             USPSQD
 BQ0130  HISTORY     - 19961009 GOOD             USPSQD
 BQ0130
 BQ0130                          STATION DESCRIPTION
 BQ0130
 BQ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0130'THE STATION IS LOCATED ABOUT 1/2 MILE E OF THE CENTER OF
 BQ0130'MARFA AND ABOUT 50 YARDS S OF U.S. HIGHWAY 90, ON THE TOP
 BQ0130'OF A LOW HILL, THE FIRST HILL E OF MARFA.  IT IS 50 YARDS SE
 BQ0130'OF A HOUSE.
 BQ0130'
 BQ0130'THE STATION MARK IS ON THE SUMMIT OF THE HILL.  IT IS STAMPED
 BQ0130'MARFA 1942.
 BQ0130'
 BQ0130'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1, AND AZIMUTH MARK
 BQ0130'ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 BQ0130'
 BQ0130'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A DRILL
 BQ0130'HOLE IN OUTCROPPING BEDROCK.
 BQ0130'
 BQ0130'REFERENCE MARK NO. 1 IS 1 FOOT LOWER THAN THE STATION MARK
 BQ0130'AND PROJECTS 2 INCHES.  IT IS STAMPED MARFA NO. 1 1942.
 BQ0130'
 BQ0130'REFERENCE MARK NO. 2 IS 2 FEET LOWER THAN THE STATION MARK
 BQ0130'AND PROJECTS 1 INCH.  IT IS STAMPED MARFA NO. 2 1942.
 BQ0130'
 BQ0130'THE AZIMUTH MARK IS 2 FEET E OF A FENCE CORNER AND 96 FEET
 BQ0130'S OF U.S. HIGHWAY 90.  IT PROJECTS 4 INCHES AND IS STAMPED
 BQ0130'MARFA 1942.
 BQ0130'
 BQ0130'TO REACH FROM THE POST OFFICE IN MARFA GO S 50 YARDS TO U.S.
 BQ0130'HIGHWAY 90, TURN E ONTO U.S. HIGHWAY 90, 0.6 MILE TO A GATE
 BQ0130'ON RIGHT, TURN RIGHT THROUGH AND GO W ALONG FENCE LINE 0.1
 BQ0130'MILE TO TOP OF HILL AND STATION.  A DRIVE STATION.
 BQ0130
 BQ0130                          STATION RECOVERY (1957)
 BQ0130
 BQ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BQ0130'0.7 MI SE FROM MARFA.
 BQ0130'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BQ0130'STATION AT MARFA, THENCE 0.2 MILE SOUTH ACROSS A PASTURE, AT THE TOP
 BQ0130'OF THE 1ST HILL EAST OF MARFA, 230 FEET SOUTH OF THE CENTER LINE OF U.
 BQ0130'S. HIGHWAY 90, 174 FEET SOUTH OF THE SOUTH HIGHWAY RIGHT OF WAY FENCE,
 BQ0130'160 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 36.0 FEET
 BQ0130'NORTHEAST OF R.M. 2, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BQ0130'GROUND.
 BQ0130
 BQ0130                          STATION RECOVERY (1981)
 BQ0130
 BQ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0130'0.6 KM (0.35 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BQ0130'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, ON THE HIGHEST POINT OF THE
 BQ0130'FIRST HILL EAST OF MARFA, 70.1 METERS (230.0 FT) SOUTH OF THE
 BQ0130'CENTERLINE OF THE HIGHWAY, 53.6 METERS (175.9 FT) SOUTH OF UTILITY
 BQ0130'POLE NUMBER 5, 53.0 METERS (173.9 FT) SOUTH OF A FENCE, 48.8 METERS
 BQ0130'(160.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED HOUSE AND
 BQ0130'11.2 METERS (36.7 FT) NORTHEAST OF MARFA RM 2.
 BQ0130'THE MARK IS 7.6 M ABOVE THE HIGHWAY.
 BQ0130
 BQ0130                          STATION RECOVERY (1989)
 BQ0130
 BQ0130'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0130'RECOVERED IN GOOD CONDITION.
 BQ0130
 BQ0130                          STATION RECOVERY (1996)
 BQ0130
 BQ0130'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0427 ***********************************************************************
 BQ0427  DESIGNATION -  MARFA MUNICIPAL STANDPIPE
 BQ0427  PID         -  BQ0427
 BQ0427  STATE/COUNTY-  TX/PRESIDIO
 BQ0427  USGS QUAD   -  MARFA (1983)
 BQ0427
 BQ0427                         *CURRENT SURVEY CONTROL
 BQ0427  ___________________________________________________________________
 BQ0427* NAD 83(1993)-  30 19 11.29109(N)    104 01 13.51265(W)     ADJUSTED  
 BQ0427* NAVD 88     -                                                        
 BQ0427  ___________________________________________________________________
 BQ0427  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 BQ0427  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 BQ0427
 BQ0427  HORZ ORDER  -  THIRD
 BQ0427
 BQ0427.The horizontal coordinates were established by classical geodetic methods
 BQ0427.and adjusted by the National Geodetic Survey in February 1996..
 BQ0427
 BQ0427
 BQ0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0427
 BQ0427.The geoid height was determined by GEOID03.
 BQ0427
 BQ0427;                    North         East     Units Scale Factor Converg.
 BQ0427;SPC TXSC     - 4,285,941.814   117,302.124   MT  1.00001074   -2 27 34.4
 BQ0427;SPC TXSC     -14,061,460.77    384,848.72   sFT  1.00001074   -2 27 34.4
 BQ0427;SPC TX C     - 3,078,280.534   345,474.858   MT  0.99995198   -1 53 56.6
 BQ0427;SPC TX C     -10,099,325.39  1,133,445.43   sFT  0.99995198   -1 53 56.6
 BQ0427;UTM  13      - 3,354,629.428   594,176.074   MT  0.99970942   +0 29 40.4
 BQ0427
 BQ0427                          SUPERSEDED SURVEY CONTROL
 BQ0427
 BQ0427  NAD 83(1986)-  30 19 11.28779(N)    104 01 13.51156(W) AD(       ) 4
 BQ0427  NAD 27      -  30 19 10.70700(N)    104 01 11.85300(W) AD(       ) 3
 BQ0427
 BQ0427.Superseded values are not recommended for survey control.
 BQ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0427.See file dsdata.txt to determine how the superseded data were derived.
 BQ0427
 BQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9417654629(NAD 83)
 BQ0427_MARKER: 52 = STANDPIPE TANK
 BQ0427
 BQ0427  HISTORY     - Date     Condition        Report By
 BQ0427  HISTORY     - 1942     FIRST OBSERVED   CGS
 BQ0427  HISTORY     - 1957     GOOD             CGS
 BQ0427  HISTORY     - 1990     GOOD             USPSQD
 BQ0427  HISTORY     - 19961009 GOOD             USPSQD
 BQ0427
 BQ0427                          STATION DESCRIPTION
 BQ0427
 BQ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0427'THE TANK IS LOCATED ON A LITTLE GRASS KNOLL BACK OF A YELLOW
 BQ0427'STUCCO HOUSE ON THE N EDGE OF MARFA.  IT IS ABOUT 0.25 MILE
 BQ0427'N OF THE COURTHOUSE AND ABOUT 150 YARDS NW OF STATE HIGHWAY
 BQ0427'17.  IT IS APPROXIMATELY 90 FEET HIGH AND 15 FEET IN DIAMETER.
 BQ0427'THE TANK ITSELF SITS ON THE GROUND AND HAS THE SAME DIAMETER
 BQ0427'AT THE BOTTOM AS THE TOP.  THERE IS A LITTLE ROUND BALL ON TOP
 BQ0427'THAT WAS USED TO CUT THE TANK IN.  THERE IS A LADDER THAT
 BQ0427'RUNS THE FULL LENGTH OF THE TANK AND THE WORD MARFA IS PRINTED
 BQ0427'IN BOLD FACE TYPE NEAR THE TOP ON THE E SIDE, OTHERWISE THE
 BQ0427'TANK IS PAINTED LIGHT GRAY.
 BQ0427'
 BQ0427'THIS IS AN INTERSECTION STATION.
 BQ0427
 BQ0427                          STATION RECOVERY (1957)
 BQ0427
 BQ0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 BQ0427'RECOVERED AS DESCRIBED IN THE 1942 DESCRIPTION WHICH IS
 BQ0427'ADEQUATE FOR RECOVERY.
 BQ0427
 BQ0427                          STATION RECOVERY (1990)
 BQ0427
 BQ0427'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 BQ0427'RECOVERED IN GOOD CONDITION.
 BQ0427
 BQ0427                          STATION RECOVERY (1996)
 BQ0427
 BQ0427'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0428 ***********************************************************************
 BQ0428  DESIGNATION -  MARFA MUNICIPAL TANK
 BQ0428  PID         -  BQ0428
 BQ0428  STATE/COUNTY-  TX/PRESIDIO
 BQ0428  USGS QUAD   -  MARFA (1983)
 BQ0428
 BQ0428                         *CURRENT SURVEY CONTROL
 BQ0428  ___________________________________________________________________
 BQ0428* NAD 83(1993)-  30 18 52.36851(N)    104 01 15.78715(W)     ADJUSTED  
 BQ0428* NAVD 88     -                                                        
 BQ0428  ___________________________________________________________________
 BQ0428  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 BQ0428  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 BQ0428
 BQ0428  HORZ ORDER  -  THIRD
 BQ0428
 BQ0428.The horizontal coordinates were established by classical geodetic methods
 BQ0428.and adjusted by the National Geodetic Survey in February 1996..
 BQ0428
 BQ0428
 BQ0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0428
 BQ0428.The geoid height was determined by GEOID03.
 BQ0428
 BQ0428;                    North         East     Units Scale Factor Converg.
 BQ0428;SPC TXSC     - 4,285,362.255   117,216.405   MT  1.00000917   -2 27 35.6
 BQ0428;SPC TXSC     -14,059,559.33    384,567.49   sFT  1.00000917   -2 27 35.6
 BQ0428;SPC TX C     - 3,077,700.197   345,394.817   MT  0.99995306   -1 53 57.8
 BQ0428;SPC TX C     -10,097,421.40  1,133,182.83   sFT  0.99995306   -1 53 57.8
 BQ0428;UTM  13      - 3,354,046.396   594,120.354   MT  0.99970929   +0 29 39.0
 BQ0428
 BQ0428                          SUPERSEDED SURVEY CONTROL
 BQ0428
 BQ0428  NAD 83(1986)-  30 18 52.36517(N)    104 01 15.78594(W) AD(       ) 4
 BQ0428  NAD 27      -  30 18 51.78400(N)    104 01 14.13000(W) AD(       ) 3
 BQ0428
 BQ0428.Superseded values are not recommended for survey control.
 BQ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0428.See file dsdata.txt to determine how the superseded data were derived.
 BQ0428
 BQ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9412054046(NAD 83)
 BQ0428_MARKER: 53 = ELEVATED TANK
 BQ0428
 BQ0428  HISTORY     - Date     Condition        Report By
 BQ0428  HISTORY     - 1942     FIRST OBSERVED   CGS
 BQ0428  HISTORY     - 1957     GOOD             CGS
 BQ0428  HISTORY     - 1990     GOOD             USPSQD
 BQ0428  HISTORY     - 19961009 GOOD             USPSQD
 BQ0428
 BQ0428                          STATION DESCRIPTION
 BQ0428
 BQ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0428'THE WATER TANK IS LOCATED ONE BLOCK NE OF THE COURTHOUSE AND
 BQ0428'100 YARDS NE OF THE COUNTY JAIL.  THE TANK IS SUPPORTED BY
 BQ0428'4 LEGS AND ITS TOP IS ABOUT 150 FEET ABOVE THE GROUND.  THE
 BQ0428'TOP IS ROUND AND ABOUT 25 FEET IN DIAMETER.  THE COVER OVER
 BQ0428'THE TOP IS CONE SHAPED AND THE POINT WAS USED TO POINT ON
 BQ0428'WHEN IT WAS CUT IN.  THE CENTER OF THE BASE IS 105 FEET N
 BQ0428'OF E WASHINGTON STREET, AND 42 FEET W OF N DEAN STREET.  THE
 BQ0428'WHOLE TANK AND LEGS ARE PAINTED LIGHT GRAY.
 BQ0428'
 BQ0428'THIS IS AN INTERSECTION STATION.
 BQ0428
 BQ0428                          STATION RECOVERY (1957)
 BQ0428
 BQ0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 BQ0428'RECOVERED AS DESCRIBED IN THE 1942 DESCRIPTION WHICH IS
 BQ0428'ADEQUATE FOR RECOVERY.
 BQ0428
 BQ0428                          STATION RECOVERY (1990)
 BQ0428
 BQ0428'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 BQ0428'RECOVERED IN GOOD CONDITION.
 BQ0428
 BQ0428                          STATION RECOVERY (1996)
 BQ0428
 BQ0428'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0424 ***********************************************************************
 BQ0424  DESIGNATION -  MARFA PRESIDIO CO CTHSE DOME
 BQ0424  PID         -  BQ0424
 BQ0424  STATE/COUNTY-  TX/PRESIDIO
 BQ0424  USGS QUAD   -  MARFA (1983)
 BQ0424
 BQ0424                         *CURRENT SURVEY CONTROL
 BQ0424  ___________________________________________________________________
 BQ0424* NAD 83(1993)-  30 18 48.31628(N)    104 01 19.29582(W)     ADJUSTED  
 BQ0424* NAVD 88     -                                                        
 BQ0424  ___________________________________________________________________
 BQ0424  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 BQ0424  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 BQ0424
 BQ0424  HORZ ORDER  -  THIRD
 BQ0424
 BQ0424.The horizontal coordinates were established by classical geodetic methods
 BQ0424.and adjusted by the National Geodetic Survey in February 1996..
 BQ0424
 BQ0424
 BQ0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0424
 BQ0424.The geoid height was determined by GEOID03.
 BQ0424
 BQ0424;                    North         East     Units Scale Factor Converg.
 BQ0424;SPC TXSC     - 4,285,241.609   117,117.394   MT  1.00000883   -2 27 37.3
 BQ0424;SPC TXSC     -14,059,163.51    384,242.65   sFT  1.00000883   -2 27 37.3
 BQ0424;SPC TX C     - 3,077,578.595   345,296.996   MT  0.99995330   -1 53 59.6
 BQ0424;SPC TX C     -10,097,022.44  1,132,861.89   sFT  0.99995330   -1 53 59.6
 BQ0424;UTM  13      - 3,353,920.845   594,027.719   MT  0.99970907   +0 29 37.1
 BQ0424
 BQ0424                          SUPERSEDED SURVEY CONTROL
 BQ0424
 BQ0424  NAD 83(1986)-  30 18 48.31302(N)    104 01 19.29480(W) AD(       ) 4
 BQ0424  NAD 27      -  30 18 47.73100(N)    104 01 17.63900(W) AD(       ) 3
 BQ0424
 BQ0424.Superseded values are not recommended for survey control.
 BQ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0424.See file dsdata.txt to determine how the superseded data were derived.
 BQ0424
 BQ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9402853921(NAD 83)
 BQ0424_MARKER: 87 = DOME
 BQ0424
 BQ0424  HISTORY     - Date     Condition        Report By
 BQ0424  HISTORY     - 1942     FIRST OBSERVED   CGS
 BQ0424  HISTORY     - 1957     GOOD             CGS
 BQ0424  HISTORY     - 1958     GOOD             AMS
 BQ0424  HISTORY     - 1990     GOOD             USPSQD
 BQ0424  HISTORY     - 19961009 GOOD             USPSQD
 BQ0424
 BQ0424                          STATION DESCRIPTION
 BQ0424
 BQ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0424'THE COURTHOUSE IS LOCATED AT THE N END OF THE BUSINESS DISTRICT
 BQ0424'OF MARFA, TEXAS, AND IS IN THE MIDDLE OF A SQUARE.  THE TOP
 BQ0424'IS A FIGURE OF A LADY HOLDING A BOOK IN ONE HAND AND A SET
 BQ0424'OF SCALES IN THE OTHER.  THE TOP IS APPROXIMATELY 125 FEET
 BQ0424'HIGH, AND CAN BE SEEN FROM A NUMBER OF MILES IN ANY DIRECTION.
 BQ0424'
 BQ0424'THIS IS AN INTERSECTION STATION.
 BQ0424
 BQ0424                          STATION RECOVERY (1957)
 BQ0424
 BQ0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 BQ0424'RECOVERED AS DESCRIBED IN THE 1942 DESCRIPTION WHICH IS
 BQ0424'ADEQUATE FOR RECOVERY.
 BQ0424
 BQ0424                          STATION RECOVERY (1958)
 BQ0424
 BQ0424'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0424'STATION RECOVERED IN GOOD CONDITION.
 BQ0424'
 BQ0424'THE STATION IS LOCATED IN THE CENTER OF THE BLOCK AND THE
 BQ0424'DOME IS ON THE TOP AND CENTER OF THE COURTHOUSE.
 BQ0424
 BQ0424                          STATION RECOVERY (1990)
 BQ0424
 BQ0424'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 BQ0424'RECOVERED IN GOOD CONDITION.
 BQ0424
 BQ0424                          STATION RECOVERY (1996)
 BQ0424
 BQ0424'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0131 ***********************************************************************
 BQ0131  DESIGNATION -  MARFA RM 2
 BQ0131  PID         -  BQ0131
 BQ0131  STATE/COUNTY-  TX/PRESIDIO
 BQ0131  USGS QUAD   -  MARFA (1983)
 BQ0131
 BQ0131                         *CURRENT SURVEY CONTROL
 BQ0131  ___________________________________________________________________
 BQ0131* NAD 83(1986)-  30 18 37.     (N)    104 00 50.     (W)     SCALED    
 BQ0131* NAVD 88     -      1443.030  (meters)    4734.34   (feet)  ADJUSTED  
 BQ0131  ___________________________________________________________________
 BQ0131  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 BQ0131  DYNAMIC HT  -        1440.619 (meters)    4726.43  (feet)  COMP
 BQ0131  MODELED GRAV-     978,920.4   (mgal)                       NAVD 88
 BQ0131
 BQ0131  VERT ORDER  -  FIRST     CLASS II
 BQ0131
 BQ0131.The horizontal coordinates were scaled from a topographic map and have
 BQ0131.an estimated accuracy of +/- 6 seconds.
 BQ0131
 BQ0131.The orthometric height was determined by differential leveling
 BQ0131.and adjusted by the National Geodetic Survey in June 1991..
 BQ0131.WARNING-Repeat measurements at this control monument indicate possible
 BQ0131.vertical movement.
 BQ0131
 BQ0131.The geoid height was determined by GEOID03.
 BQ0131
 BQ0131.The dynamic height is computed by dividing the NAVD 88
 BQ0131.geopotential number by the normal gravity value computed on the
 BQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0131.degrees latitude (g = 980.6199 gals.).
 BQ0131
 BQ0131.The modeled gravity was interpolated from observed gravity values.
 BQ0131
 BQ0131;                    North         East    Units  Estimated Accuracy
 BQ0131;SPC TXSC     - 4,284,860.      117,880.      MT  (+/- 180 meters Scaled)
 BQ0131
 BQ0131                          SUPERSEDED SURVEY CONTROL
 BQ0131
 BQ0131  NGVD 29 (??/??/92) 1442.433  (m)         4732.38   (f) ADJ UNCH    1 2
 BQ0131
 BQ0131.Superseded values are not recommended for survey control.
 BQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0131.See file dsdata.txt to determine how the superseded data were derived.
 BQ0131
 BQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP948535(NAD 83)
 BQ0131_MARKER: DR = REFERENCE MARK DISK
 BQ0131_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0131_SP_SET: ROCK OUTCROP
 BQ0131_STAMPING: MARFA NO 2 1942
 BQ0131_MARK LOGO: CGS   
 BQ0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0131+STABILITY: POSITION/ELEVATION WELL
 BQ0131
 BQ0131  HISTORY     - Date     Condition        Report By
 BQ0131  HISTORY     - 1942     MONUMENTED       CGS
 BQ0131  HISTORY     - 1957     GOOD             NGS
 BQ0131  HISTORY     - 1981     GOOD             NGS
 BQ0131  HISTORY     - 19890202 GOOD             USPSQD
 BQ0131  HISTORY     - 19961009 GOOD             USPSQD
 BQ0131
 BQ0131                          STATION DESCRIPTION
 BQ0131
 BQ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0131'0.7 MI SE FROM MARFA.
 BQ0131'ABOUT 0.5 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BQ0131'STATION AT MARFA, THENCE 0.2 MILE SOUTH ACROSS A PASTURE, AT THE TOP
 BQ0131'OF THE 1ST HILL EAST OF MARFA, 254 FEET SOUTH OF THE CENTER LINE OF U.
 BQ0131'S. HIGHWAY 90, 192 FEET SOUTH OF THE SOUTH HIGHWAY RIGHT OF WAY FENCE,
 BQ0131'141 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 36.0 FEET
 BQ0131'SOUTHWEST OF THE TRIANGULATION STATION, IN THE TOP OF A SMALL ROCK
 BQ0131'OUTCROP, AND FLUSH WITH THE GROUND.
 BQ0131
 BQ0131                          STATION RECOVERY (1981)
 BQ0131
 BQ0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0131'0.6 KM (0.35 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FORM ITS
 BQ0131'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, IN THE EAST END OF A 6 BY 10
 BQ0131'FT EXPOSED AREA OF OUTCROPPING BEDROCK, 77.4 METERS (253.9 FT) SOUTH
 BQ0131'OF THE CENTERLINE OF THE HIGHWAY, 59.1 METERS (193.9 FT) SOUTH OF
 BQ0131'UTILITY POLE NUMBER 5, 58.5 METERS (191.9 FT) SOUTH OF A FENCE, 43.0
 BQ0131'METERS (141.1 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 BQ0131'ABANDONED HOUSE AND 11.2 METERS (36.7 FT) SOUTHWEST OF THE STATION
 BQ0131'MARK.
 BQ0131'THE MARK IS 7.6 M ABOVE THE HIGHWAY.
 BQ0131
 BQ0131                          STATION RECOVERY (1989)
 BQ0131
 BQ0131'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0131'RECOVERED IN GOOD CONDITION.
 BQ0131
 BQ0131                          STATION RECOVERY (1996)
 BQ0131
 BQ0131'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0425 ***********************************************************************
 BQ0425  DESIGNATION -  MARFA ST PAULS EPIS CH SPIRE
 BQ0425  PID         -  BQ0425
 BQ0425  STATE/COUNTY-  TX/PRESIDIO
 BQ0425  USGS QUAD   -  MARFA (1983)
 BQ0425
 BQ0425                         *CURRENT SURVEY CONTROL
 BQ0425  ___________________________________________________________________
 BQ0425* NAD 83(1993)-  30 18 50.69485(N)    104 01 19.30604(W)     ADJUSTED  
 BQ0425* NAVD 88     -                                                        
 BQ0425  ___________________________________________________________________
 BQ0425  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 BQ0425  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 BQ0425
 BQ0425  HORZ ORDER  -  THIRD
 BQ0425
 BQ0425.The horizontal coordinates were established by classical geodetic methods
 BQ0425.and adjusted by the National Geodetic Survey in February 1996..
 BQ0425
 BQ0425
 BQ0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0425
 BQ0425.The geoid height was determined by GEOID03.
 BQ0425
 BQ0425;                    North         East     Units Scale Factor Converg.
 BQ0425;SPC TXSC     - 4,285,314.799   117,120.265   MT  1.00000903   -2 27 37.3
 BQ0425;SPC TXSC     -14,059,403.64    384,252.07   sFT  1.00000903   -2 27 37.3
 BQ0425;SPC TX C     - 3,077,651.805   345,299.151   MT  0.99995316   -1 53 59.6
 BQ0425;SPC TX C     -10,097,262.63  1,132,868.96   sFT  0.99995316   -1 53 59.6
 BQ0425;UTM  13      - 3,353,994.064   594,026.815   MT  0.99970907   +0 29 37.2
 BQ0425
 BQ0425                          SUPERSEDED SURVEY CONTROL
 BQ0425
 BQ0425  NAD 83(1986)-  30 18 50.69159(N)    104 01 19.30505(W) AD(       ) 4
 BQ0425  NAD 27      -  30 18 50.11000(N)    104 01 17.64800(W) AD(       ) 3
 BQ0425
 BQ0425.Superseded values are not recommended for survey control.
 BQ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0425.See file dsdata.txt to determine how the superseded data were derived.
 BQ0425
 BQ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9402753994(NAD 83)
 BQ0425_MARKER: 90 = CHURCH SPIRE
 BQ0425
 BQ0425  HISTORY     - Date     Condition        Report By
 BQ0425  HISTORY     - 1942     FIRST OBSERVED   CGS
 BQ0425  HISTORY     - 1957     GOOD             CGS
 BQ0425  HISTORY     - 19961009 GOOD             USPSQD
 BQ0425
 BQ0425                          STATION DESCRIPTION
 BQ0425
 BQ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0425'THIS INTERSECTION STATION IS THE SPIRE ON TOP THE BELFRY
 BQ0425'TOWER OF THE EPISCOPAL CHURCH IN MARFA.  THE CHURCH IS MADE
 BQ0425'OF STONE AND IS LOCATED DIRECTLY ACROSS THE STREET FROM THE
 BQ0425'COUNTY COURTHOUSE.
 BQ0425
 BQ0425                          STATION RECOVERY (1957)
 BQ0425
 BQ0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 BQ0425'RECOVERED AS DESCRIBED IN THE 1942 DESCRIPTION WHICH IS
 BQ0425'ADEQUATE FOR RECOVERY.
 BQ0425
 BQ0425                          STATION RECOVERY (1996)
 BQ0425
 BQ0425'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0485 ***********************************************************************
 BQ0485  PACS        -  This is a Primary Airport Control Station.
 BQ0485  DESIGNATION -  MARFAPORT
 BQ0485  PID         -  BQ0485
 BQ0485  STATE/COUNTY-  TX/PRESIDIO
 BQ0485  USGS QUAD   -  MARFA (1983)
 BQ0485
 BQ0485                         *CURRENT SURVEY CONTROL
 BQ0485  ___________________________________________________________________
 BQ0485* NAD 83(1993)-  30 22 15.56259(N)    104 00 44.19792(W)     ADJUSTED  
 BQ0485* NAVD 88     -      1474.40   (meters)    4837.3    (feet)  GPS OBS   
 BQ0485  ___________________________________________________________________
 BQ0485  X           -  -1,333,852.383 (meters)                     COMP
 BQ0485  Y           -  -5,344,910.368 (meters)                     COMP
 BQ0485  Z           -   3,206,657.917 (meters)                     COMP
 BQ0485  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 BQ0485  ELLIP HEIGHT-        1452.96  (meters)          (10/24/00) GPS OBS
 BQ0485  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 BQ0485
 BQ0485  HORZ ORDER  -  B
 BQ0485  ELLP ORDER  -  FOURTH    CLASS II
 BQ0485
 BQ0485.This mark is at Marfa Muni (MRF) Airport (MRF)
 BQ0485
 BQ0485.The horizontal coordinates were established by GPS observations
 BQ0485.and adjusted by the National Geodetic Survey in August 1996..
 BQ0485
 BQ0485.The orthometric height was determined by GPS observations and a
 BQ0485.high-resolution geoid model.
 BQ0485
 BQ0485.GPS derived orthometric heights for airport stations designated as
 BQ0485.PACS or SACS are published to 2 decimal places.  This maintains
 BQ0485.centimeter relative accuracy between the PACS and SACS.  It does
 BQ0485.not indicate centimeter accuracy relative to other marks which are
 BQ0485.part of the NAVD 88 network.
 BQ0485
 BQ0485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BQ0485
 BQ0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0485
 BQ0485.The ellipsoidal height was determined by GPS observations
 BQ0485.and is referenced to NAD 83.
 BQ0485
 BQ0485.The geoid height was determined by GEOID03.
 BQ0485
 BQ0485;                    North         East     Units Scale Factor Converg.
 BQ0485;SPC TXSC     - 4,291,577.578   118,327.691   MT  1.00002650   -2 27 20.1
 BQ0485;SPC TXSC     -14,079,950.77    388,213.43   sFT  1.00002650   -2 27 20.1
 BQ0485;UTM  13      - 3,360,308.810   594,909.562   MT  0.99971113   +0 29 57.9
 BQ0485
 BQ0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0485!SPC TXSC     -   0.99977187  x   1.00002650  =   0.99979837
 BQ0485!UTM  13      -   0.99977187  x   0.99971113  =   0.99948307
 BQ0485
 BQ0485:                Primary Azimuth Mark                     Grid Az
 BQ0485:SPC TXSC     -  B 1105                                   146 05 52.6
 BQ0485:UTM  13      -  B 1105                                   143 08 34.6
 BQ0485
 BQ0485|---------------------------------------------------------------------|
 BQ0485| PID    Reference Object                     Distance      Geod. Az  |
 BQ0485|                                                           dddmmss.s |
 BQ0485| BQ0126 B 1105                              APPROX. 0.5 KM 1433832.5 |
 BQ0485|---------------------------------------------------------------------|
 BQ0485
 BQ0485                          SUPERSEDED SURVEY CONTROL
 BQ0485
 BQ0485  ELLIP H (08/15/96) 1453.01   (m)                       GP(       ) 2 2
 BQ0485  NAD 83(1993)-  30 22 15.56367(N)    104 00 44.19814(W) AD(       ) 3
 BQ0485  ELLIP H (02/16/96) 1453.15   (m)                       GP(       ) 5 1
 BQ0485  ELLIP H (12/21/93) 1453.23   (m)                       GP(       ) 4 1
 BQ0485  NAD 83(1986)-  30 22 15.56164(N)    104 00 44.20206(W) AD(       ) 3
 BQ0485  NGVD 29 (10/23/89) 1473.8    (m)         4835.     (f) GPS OBS        
 BQ0485
 BQ0485.Superseded values are not recommended for survey control.
 BQ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0485.See file dsdata.txt to determine how the superseded data were derived.
 BQ0485
 BQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9491060309(NAD 83)
 BQ0485_MARKER: I = METAL ROD
 BQ0485_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BQ0485_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BQ0485_STAMPING: MARFAPORT 1989
 BQ0485_MARK LOGO: NGS   
 BQ0485_PROJECTION: FLUSH
 BQ0485_MAGNETIC: I = MARKER IS A STEEL ROD
 BQ0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0485+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1995
 BQ0485_ROD/PIPE-DEPTH: 1.28 meters
 BQ0485_SLEEVE-DEPTH  : 0.76 meters
 BQ0485
 BQ0485  HISTORY     - Date     Condition        Report By
 BQ0485  HISTORY     - 1989     MONUMENTED       NGS
 BQ0485  HISTORY     - 19950712 GOOD             NGS
 BQ0485  HISTORY     - 19961009 GOOD             USPSQD
 BQ0485
 BQ0485                          STATION DESCRIPTION
 BQ0485
 BQ0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 BQ0485'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTH OF MARFA, AT THE
 BQ0485'MARFA MUNICIPAL AIRPORT, 0.4 KM (0.25 MI) EAST-NORTHEAST OF THE
 BQ0485'JUNCTION OF RUNWAYS 3-21 AND 12-30, AT A JUNCTION OF A TAXI AND A RAMP
 BQ0485'LEADING TO RUNWAY 3-21.  OWNERSHIP--PRESIDIO COUNTY, BOX 787, MARFA,
 BQ0485'TEXAS 79843.  THE AIRPORT MANAGER IS JOE W. MOORE, TELEPHONE
 BQ0485'915-729-3102.
 BQ0485'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67, 90 AND
 BQ0485'STATE HIGHWAY 17 IN MARFA, GO NORTHWEST ON STATE HIGHWAY 17 (INCLUDES
 BQ0485'RIGHT AND LEFT TURNS AROUND COURTHOUSE) FOR 6.81 KM (4.25 MI) TO THE
 BQ0485'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.15 KM
 BQ0485'(0.10 MI) TO THE OFFICE TRAILER ON THE LEFT.  TURN LEFT AND GO
 BQ0485'SOUTHEAST ACROSS THE TARMAC FOR 0.11 KM (0.05 MI) TO A TAXI.  TURN
 BQ0485'RIGHT, NORTHWEST, ON THE TAXI FOR 0.26 KM (0.15 MI) TO A CURVED TAXI
 BQ0485'ON THE RIGHT.  BEAR RIGHT, NORTHEAST, ON THE TAXI FOR 0.21 KM
 BQ0485'(0.15 MI) TO A RAMP AND THE STATION ON THE LEFT.
 BQ0485'THE STATION IS 19.3 M (63.3 FT) EAST OF THE RAMP CENTER, 15.8 M
 BQ0485'(51.8 FT) NORTHWEST OF THE TAXI CENTER, 12.0 M (39.4 FT) NORTH OF THE
 BQ0485'CURVED PAVEMENT EDGE, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST.
 BQ0485'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0485'DESCRIBED BY R.D.B.
 BQ0485
 BQ0485                          STATION RECOVERY (1995)
 BQ0485
 BQ0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 BQ0485'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTH OF MARFA, AT THE
 BQ0485'MARFA MUNICIPAL AIRPORT, 0.4 KM (0.25 MI) EAST-NORTHEAST OF THE
 BQ0485'JUNCTION OF RUNWAYS 3-21 AND 12-30, AT A JUNCTION OF A TAXI AND A RAMP
 BQ0485'LEADING TO RUNWAY 3-21.  OWNERSHIP--PRESIDIO COUNTY, BOX 787, MARFA,
 BQ0485'TEXAS 79843.  THE AIRPORT MANAGER IS JOE W.  MOORE, TELEPHONE
 BQ0485'915-729-3102.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BQ0485'67, 90 AND STATE HIGHWAY 17 IN MARFA, GO NORTHWEST ON STATE HIGHWAY 17
 BQ0485'(INCLUDES RIGHT AND LEFT TURNS AROUND COURTHOUSE) FOR 6.81 KM (4.25
 BQ0485'MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO NORTHWEST
 BQ0485'FOR 0.15 KM (0.10 MI) TO THE OFFICE TRAILER ON THE LEFT. TURN LEFT AND
 BQ0485'GO SOUTHEAST ACROSS THE TARMAC FOR 0.11 KM (0.05 MI) TO A TAXI.  TURN
 BQ0485'RIGHT, NORTHWEST, ON THE TAXI FOR 0.26 KM (0.15 MI) TO A CURVED TAXI
 BQ0485'ON THE RIGHT.  BEAR RIGHT, NORTHEAST, ON THE TAXI FOR 0.21 KM (0.15
 BQ0485'MI) TO A RAMP AND THE STATION ON THE LEFT.  THE STATION IS 19.3 M
 BQ0485'(63.3 FT) EAST OF THE RAMP CENTER, 15.8 M (51.8 FT) NORTHWEST OF THE
 BQ0485'TAXI CENTER, 12.0 M (39.4 FT) NORTH OF THE CURVED PAVEMENT EDGE, AND
 BQ0485'0.7 M (2.3 FT) WEST OF A WITNESS POST.  ACCESS TO THE DATUM POINT IS
 BQ0485'THROUGH A 5-INCH LOGO CAP.  DESCRIBED BY R.D.B. THIS IS A PAC STATION.
 BQ0485
 BQ0485                          STATION RECOVERY (1996)
 BQ0485
 BQ0485'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0986 ***********************************************************************
 EM0986  DESIGNATION -  MARGARET
 EM0986  PID         -  EM0986
 EM0986  STATE/COUNTY-  TX/FOARD
 EM0986  USGS QUAD   -  MARGARET (1990)
 EM0986
 EM0986                         *CURRENT SURVEY CONTROL
 EM0986  ___________________________________________________________________
 EM0986* NAD 83(1993)-  34 03 21.47744(N)    099 43 28.94489(W)     ADJUSTED  
 EM0986* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 EM0986  ___________________________________________________________________
 EM0986  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 EM0986  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EM0986
 EM0986  HORZ ORDER  -  THIRD
 EM0986
 EM0986.The horizontal coordinates were established by classical geodetic methods
 EM0986.and adjusted by the National Geodetic Survey in February 1996..
 EM0986
 EM0986.The orthometric height was scaled from a topographic map.
 EM0986
 EM0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0986
 EM0986.The geoid height was determined by GEOID03.
 EM0986
 EM0986;                    North         East     Units Scale Factor Converg.
 EM0986;SPC TXNC     - 2,265,624.070   486,929.576   MT  1.00002613   -0 40 04.6
 EM0986;SPC TXNC     - 7,433,134.97  1,597,534.78   sFT  1.00002613   -0 40 04.6
 EM0986;UTM  14      - 3,768,598.276   433,118.140   MT  0.99965514   -0 24 21.1
 EM0986
 EM0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0986!SPC TXNC     -   0.99993492  x   1.00002613  =   0.99996105
 EM0986!UTM  14      -   0.99993492  x   0.99965514  =   0.99959008
 EM0986
 EM0986|---------------------------------------------------------------------|
 EM0986| PID    Reference Object                     Distance      Geod. Az  |
 EM0986|                                                           dddmmss.s |
 EM0986| CX8594 MARGARET RM 1                        10.639 METERS 09315     |
 EM0986| DO0918 CROWELL MUN TANK                    APPROX. 7.2 KM 1815302.4 |
 EM0986| CX8593 MARGARET AZ MK                                     1822515.6 |
 EM0986| CX8595 MARGARET RM 2                         6.796 METERS 19103     |
 EM0986|---------------------------------------------------------------------|
 EM0986
 EM0986                          SUPERSEDED SURVEY CONTROL
 EM0986
 EM0986  NAD 83(1993)-  34 03 21.47826(N)    099 43 28.94511(W) AD(       ) 3
 EM0986  NAD 83(1986)-  34 03 21.48438(N)    099 43 28.93617(W) AD(       ) 3
 EM0986  NAD 27      -  34 03 21.18868(N)    099 43 27.60166(W) AD(       ) 3
 EM0986
 EM0986.Superseded values are not recommended for survey control.
 EM0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0986.See file dsdata.txt to determine how the superseded data were derived.
 EM0986
 EM0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3311868598(NAD 83)
 EM0986_MARKER: DS = TRIANGULATION STATION DISK
 EM0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0986
 EM0986  HISTORY     - Date     Condition        Report By
 EM0986  HISTORY     - 1969     MONUMENTED       CGS
 EM0986
 EM0986                          STATION DESCRIPTION
 EM0986
 EM0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0986'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF CROWELL, 17 MILES SOUTH
 EM0986'OF QUANAH, AND 2-1/2 MILES SOUTH OF THE PEASE RIVER, ON THE EAST
 EM0986'SIDE OF STATE HIGHWAY 283.
 EM0986'
 EM0986'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EM0986'HIGHWAY 283 IN CROWELL, GO NORTH ON STATE HIGHWAY 283 FOR 4.1 MILES
 EM0986'TO THE AZIMUTH MARK LOCATED IN THE NORTHWEST CORNER OF A CONCRETE
 EM0986'BRIDGE.  CONTINUE NORTH FOR 1.0 MILE TO A CROSS ROAD AND THE
 EM0986'STATION IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 EM0986'
 EM0986'THE STATION MARK IS A STANDARD DISK STAMPED MARGARET 1969, SET IN THE
 EM0986'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0986'2-INCHES ABOVE THE GROUND.  IT IS 52 FEET EAST OF THE CENTER OF STATE
 EM0986'HIGHWAY 283, 48 FEET SOUTH OF THE CENTER OF FARM ROAD 3103,
 EM0986'5.3 FEET NORTHEAST OF A METAL WITNESS POST, AND 4 FEET NORTHEAST OF
 EM0986'THE CORNER OF A WIRE FENCE.
 EM0986'
 EM0986'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MARGARET NO 1 1969, SET
 EM0986'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0986'2-INCHES ABOVE THE GROUND.  IT IS 50 FEET SOUTH OF THE CENTER OF
 EM0986'FARM ROAD 3103, 36 FEET EAST OF A FENCE CORNER AND 1.5 FEET NORTH
 EM0986'OF AN EAST-WEST FENCE LINE.
 EM0986'
 EM0986'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MARGARET NO 2 1969, SET
 EM0986'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0986'3 INCHES ABOVE THE GROUND.  IT IS 51 FEET EAST OF THE CENTER OF
 EM0986'STATE HIGHWAY 283, 18 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT WEST
 EM0986'OF A NORTH-SOUTH WIRE FENCE LINE.
 EM0986'
 EM0986'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MARGARET 1969 CEMENTED
 EM0986'FLUSH IN DRILL HOLE IN CONCRETE ABUTMENT IN NORTHWEST CORNER OF
 EM0986'BRIDGE.  IT IS 21.6 FEET WEST OF THE CENTER OF STATE HIGHWAY 283
 EM0986'AND 7 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1649 ***********************************************************************
 AE1649  DESIGNATION -  MARGO
 AE1649  PID         -  AE1649
 AE1649  STATE/COUNTY-  TX/STARR
 AE1649  USGS QUAD   -  SALINENO (1980)
 AE1649
 AE1649                         *CURRENT SURVEY CONTROL
 AE1649  ___________________________________________________________________
 AE1649* NAD 83(1993)-  26 33 24.67599(N)    099 01 24.03773(W)     ADJUSTED  
 AE1649* NAVD 88     -       152.1    (meters)     499.     (feet)  VERTCON   
 AE1649  ___________________________________________________________________
 AE1649  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AE1649  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AE1649
 AE1649  HORZ ORDER  -  FIRST
 AE1649
 AE1649.The horizontal coordinates were established by classical geodetic methods
 AE1649.and adjusted by the National Geodetic Survey in February 1996..
 AE1649
 AE1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1649
 AE1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1649
 AE1649.The geoid height was determined by GEOID03.
 AE1649
 AE1649;                    North         East     Units Scale Factor Converg.
 AE1649;SPC TX S     - 5,098,734.159   247,857.584   MT  0.99992464   -0 14 15.4
 AE1649;SPC TX S     -16,728,096.99    813,179.42   sFT  0.99992464   -0 14 15.4
 AE1649;UTM  14      - 2,937,354.545   497,674.930   MT  0.99960007   -0 00 37.6
 AE1649
 AE1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1649!SPC TX S     -   0.99997976  x   0.99992464  =   0.99990440
 AE1649!UTM  14      -   0.99997976  x   0.99960007  =   0.99957984
 AE1649
 AE1649:                Primary Azimuth Mark                     Grid Az
 AE1649:SPC TX S     -  BANCHEZ                                  105 31 58.8
 AE1649:UTM  14      -  BANCHEZ                                  105 18 21.0
 AE1649
 AE1649|---------------------------------------------------------------------|
 AE1649| PID    Reference Object                     Distance      Geod. Az  |
 AE1649|                                                           dddmmss.s |
 AE1649| AE1632 BANCHEZ                             APPROX. 7.8 KM 1051743.4 |
 AE1649| CV2632 MARGO RM                             15.900 METERS 24900     |
 AE1649|---------------------------------------------------------------------|
 AE1649
 AE1649                          SUPERSEDED SURVEY CONTROL
 AE1649
 AE1649  NAD 83(1986)-  26 33 24.67917(N)    099 01 23.99826(W) AD(       ) 1
 AE1649  NAD 27      -  26 33 23.47372(N)    099 01 22.88389(W) AD(       ) 1
 AE1649  NGVD 29 (07/19/86)  152.1    (m)          499.     (f) VERT ANG       
 AE1649
 AE1649.Superseded values are not recommended for survey control.
 AE1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1649.See file dsdata.txt to determine how the superseded data were derived.
 AE1649
 AE1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9767537355(NAD 83)
 AE1649_MARKER: DS = TRIANGULATION STATION DISK
 AE1649_SETTING: 0 = UNSPECIFIED SETTING
 AE1649
 AE1649  HISTORY     - Date     Condition        Report By
 AE1649  HISTORY     - 1917     MONUMENTED       CGS
 AE1649  HISTORY     - 1928     GOOD             CGS
 AE1649  HISTORY     - 1934     GOOD             LOCSUR
 AE1649  HISTORY     - 1965     GOOD             USGS
 AE1649
 AE1649                          STATION DESCRIPTION
 AE1649
 AE1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1649'STATION IS ON A FLAT-TOPPED HILL, THE HIGHEST POINT IN THE
 AE1649'VICINITY, ABOUT 10 MILES N OF ROMA, 1/2 MILE W OF THE
 AE1649'ROMA-HEBRONVILLE WAGON ROAD.
 AE1649'
 AE1649'STATION-SURFACE MARK AND REFERENCE MARKS ARE STANDARD BRONZE
 AE1649'DISKS SET IN BLOCKS OF CONCRETE.
 AE1649'
 AE1649'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1649'
 AE1649'REFERENCE MARK IS 15.90 METERS (52.2 FEET) FROM STATION
 AE1649'S 69 DEG 00 MIN W.
 AE1649
 AE1649                          STATION RECOVERY (1928)
 AE1649
 AE1649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 AE1649'IT WAS REPORTED THAT REFERENCE MARK HAD BEEN DESTROYED
 AE1649'AND DISK REMOVED FROM CONCRETE, BUT STATION OTHERWISE IN GOOD
 AE1649'CONDITION.
 AE1649'
 AE1649'TO REACH THE STATION--TAKE THE NEW ROAD WHICH TURNS TO THE NW
 AE1649'FROM THE ROMA-HEBRONVILLE ROAD ABOUT 200 METERS (656 FEET)
 AE1649'S OF A SHARP TURN TO THE E AROUND A FENCE AND A MEXICAN HOUSE.
 AE1649'FOLLOW THE NEW ROAD 1/2 MILE TO A POINT WHERE THE BRUSH ON THE
 AE1649'W SIDE OF THE ROAD IS VERY SCATTERING.  TURN TO THE LEFT AND
 AE1649'FOLLOW RIDGE TO THE TOP, 1/4 MILE DISTANT.
 AE1649'
 AE1649'ELEVATION OF STATION, 152.1 METERS (499 FEET).
 AE1649
 AE1649                          STATION RECOVERY (1934)
 AE1649
 AE1649'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 AE1649'RECOVERED BY UNITED GAS PUBLIC SERVICE CO. MAPPING DEPT.
 AE1649'
 AE1649'THE REFERENCE POINT IS IN GOOD CONDITION.  THE STATION MARK
 AE1649'IS STILL INTACT BUT SOME PARTY OR PARTIES UNKNOWN HAVE BROKEN
 AE1649'OFF PRACTICALLY ALL THE CONCRETE FROM AROUND THE BRONZE MARKER.
 AE1649
 AE1649                          STATION RECOVERY (1965)
 AE1649
 AE1649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1649'STATION WAS RECOVERED IN GOOD CONDITION.  PART OF THE CONCRETE
 AE1649'POST PROJECTING ABOVE GROUND HAS BEEN BROKEN OFF BUT THE DISK IS
 AE1649'INTACT.  REFERENCE MARK IS A NAIL IN AN 8 INCH SQUARE CONCRETE
 AE1649'POST WHICH IS TIPPED TO THE NORTH.  THE DISTANCE FROM STATION
 AE1649'TO REFERENCE MARK IS 51.9 FEET.
 AE1649'
 AE1649'TO REACH FROM THE CATHOLIC CHURCH IN ROMA, GO NORTH 03.7 MILES
 AE1649'ALONG U.S. HWY 83 TO A Y-JCT, WITH A DIRT ROAD NORTH.  TURN RIGHT
 AE1649'AND FOLLOW MAIN TRAVELLED ROAD NORTH FOR 07.1 MILES TO A
 AE1649'T-JCT WITH A PRIVATE TRACK ROAD LEFT.  TURN LEFT AND FOLLOW TRACK
 AE1649'ROAD SW FOR 0.6 MILES TO AN OLD FENCE CORNER.  THENCE NW FOR
 AE1649'0.1 MILE TO A Y-JCT WITH A DIM ROAD S.  (STATION IS ON THE
 AE1649'HIGHEST POINT OF THE HILL ABOUT 0.3 MILE SW OF THIS POINT).
 AE1649'THENCE SHARP LEFT AND FOLLOW DIM ROAD SW FOR 0.3 MILE.  LEAVE
 AE1649'ROAD AND GO EAST 0.1 MILE TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0917 ***********************************************************************
 AB0917  DESIGNATION -  MARIA
 AB0917  PID         -  AB0917
 AB0917  STATE/COUNTY-  TX/HIDALGO
 AB0917  USGS QUAD   -  SANTA MARIA (1970)
 AB0917
 AB0917                         *CURRENT SURVEY CONTROL
 AB0917  ___________________________________________________________________
 AB0917* NAD 83(1993)-  26 05 09.10667(N)    097 51 57.79643(W)     ADJUSTED  
 AB0917* NAVD 88     -        20.991  (meters)      68.87   (feet)  ADJUSTED  
 AB0917  ___________________________________________________________________
 AB0917  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 AB0917  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AB0917  DYNAMIC HT  -          20.957 (meters)      68.76  (feet)  COMP
 AB0917  MODELED GRAV-     979,013.7   (mgal)                       NAVD 88
 AB0917
 AB0917  HORZ ORDER  -  FIRST
 AB0917  VERT ORDER  -  SECOND    CLASS 0
 AB0917
 AB0917.The horizontal coordinates were established by classical geodetic methods
 AB0917.and adjusted by the National Geodetic Survey in February 1996..
 AB0917
 AB0917.The orthometric height was determined by differential leveling
 AB0917.and adjusted by the National Geodetic Survey in June 1991..
 AB0917
 AB0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0917
 AB0917.The geoid height was determined by GEOID03.
 AB0917
 AB0917.The dynamic height is computed by dividing the NAVD 88
 AB0917.geopotential number by the normal gravity value computed on the
 AB0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0917.degrees latitude (g = 980.6199 gals.).
 AB0917
 AB0917.The modeled gravity was interpolated from observed gravity values.
 AB0917
 AB0917;                    North         East     Units Scale Factor Converg.
 AB0917;SPC TX S     - 5,046,604.512   363,424.044   MT  1.00002133   +0 17 16.1
 AB0917;SPC TX S     -16,557,068.30  1,192,333.72   sFT  1.00002133   +0 17 16.1
 AB0917;UTM  14      - 2,885,686.169   613,404.563   MT  0.99975879   +0 29 55.2
 AB0917
 AB0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0917!SPC TX S     -   1.00000032  x   1.00002133  =   1.00002165
 AB0917!UTM  14      -   1.00000032  x   0.99975879  =   0.99975911
 AB0917
 AB0917|---------------------------------------------------------------------|
 AB0917| PID    Reference Object                     Distance      Geod. Az  |
 AB0917|                                                           dddmmss.s |
 AB0917| AB1618 US MEXICAN BDRY MON 31 1913          41.120 METERS 03254     |
 AB0917| AB1612 LA FERIA PUMP STA 2ND LIFT STK      APPROX. 7.2 KM 0354721.3 |
 AB0917| CV2633 MARIA AZ MK                                        1064055.9 |
 AB0917| AB1620 SAN BENITO PUMP STATION             APPROX.11.2 KM 1120132.0 |
 AB0917| AB1619 HARLINGEN PUMP STA TALL STK         APPROX.12.0 KM 1125156.2 |
 AB0917| AB1616 SANTA MARIA CATH CH STEEPLE         APPROX. 3.1 KM 1134148.2 |
 AB0917| AB1617 LA FERIA PUMP STA 1ST LIFT STK      APPROX. 5.1 KM 1355113.2 |
 AB0917| CV2634 MARIA RM 1                           31.607 METERS 20349     |
 AB0917| AB1624 MERCEDES CANAL PUMP IRON STK        APPROX. 3.6 KM 2285307.7 |
 AB0917| AB1621 PROGRESSO CHURCH STEEPLE            APPROX. 8.1 KM 2575827.8 |
 AB0917| AB1623 RIO                                 APPROX. 8.1 KM 2603720.4 |
 AB0917| CV2635 MARIA RM 2                           31.181 METERS 26746     |
 AB0917| AE1477 DONNA STANDPIPE                     APPROX.20.6 KM 2962705.9 |
 AB0917| AB1633 MERCEDES WEST CHURCH                APPROX. 9.1 KM 3242408.1 |
 AB0917| AB1637 MERCEDES EAST CHURCH                APPROX. 8.3 KM 3271037.0 |
 AB0917| AB1638 MERCEDES STANDPIPE                  APPROX. 8.3 KM 3274150.2 |
 AB0917| AB1634 MERCEDES MAGIC VALLEY ELEC RAD      APPROX. 8.6 KM 3275751.7 |
 AB0917| AB1635 HEIDELBURG CHURCH STEEPLE           APPROX.12.5 KM 3525307.3 |
 AB0917|---------------------------------------------------------------------|
 AB0917
 AB0917                          SUPERSEDED SURVEY CONTROL
 AB0917
 AB0917  NAD 83(1986)-  26 05 09.11405(N)    097 51 57.75790(W) AD(       ) 1
 AB0917  NAD 27      -  26 05 07.83900(N)    097 51 56.76000(W) AD(       ) 1
 AB0917  NGVD 29 (??/??/92)   21.100  (m)           69.23   (f) ADJ UNCH    2 0
 AB0917
 AB0917.Superseded values are not recommended for survey control.
 AB0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0917.See file dsdata.txt to determine how the superseded data were derived.
 AB0917
 AB0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP1340585686(NAD 83)
 AB0917_MARKER: DS = TRIANGULATION STATION DISK
 AB0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0917+STABILITY: SURFACE MOTION
 AB0917
 AB0917  HISTORY     - Date     Condition        Report By
 AB0917  HISTORY     - 1913     MONUMENTED       CGS
 AB0917  HISTORY     - 1937     GOOD             TXHD
 AB0917  HISTORY     - 1942     GOOD             CGS
 AB0917  HISTORY     - 1942     GOOD             NGS
 AB0917  HISTORY     - 1947     GOOD             CGS
 AB0917  HISTORY     - 1949     GOOD             TXHD
 AB0917  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AB0917
 AB0917                          STATION DESCRIPTION
 AB0917
 AB0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB0917'STATION IS ABOUT 1-1/2 MILES NW OF SANTA MARIA AND 22 METERS
 AB0917'(72 FEET) E OF THE OLD MILITARY WAGON ROAD, IN THE YARD IN
 AB0917'FRONT OF THE HOUSE OCCUPIED BY F.N. JOHNSON AND 5 METERS
 AB0917'(16 FEET) S OF THE ROAD LEADING TO HIS HOUSE.  MR. JOHNSONS
 AB0917'WINDMILL IS ABOUT 62 METERS (203 FEET) DISTANT N 43 DEG 21 MIN E,
 AB0917'A SMALL MEXICAN CEMETERY SURROUNDED BY BUSHES
 AB0917'IS ABOUT 160 METERS (525 FEET) DISTANT S 69 DEG E, AND
 AB0917'THE N STEEPLE OF THE CHRISTIAN CHURCH AT SANTA MARIA IS
 AB0917'S 69 DEG 20 MIN E.
 AB0917'
 AB0917'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 AB0917'IN CONCRETE.
 AB0917'
 AB0917'THE REFERENCE MARK, UNITED STATES AND MEXICO BOUNDARY MONUMENT
 AB0917'R.P. NO. 31 OF THE INTERNATIONAL BOUNDARY COMMISSION SURVEY,
 AB0917'IS 41.120 METERS (134.91 FEET) FROM THE STATION N 57 DEG 06 MIN E.
 AB0917'
 AB0917'ELEVATION OF STATION, 23.2 METERS (76 FEET).
 AB0917
 AB0917                          STATION RECOVERY (1937)
 AB0917
 AB0917'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AB0917'STATION AND REFERENCE MARK (I.B.C. NO. 31) RECOVERED IN GOOD
 AB0917'CONDITION.  THE DESCRIPTION OF 1913 IS GENERALLY GOOD.  THE
 AB0917'OLD MILITARY ROAD HAS BEEN REPLACED BY STATE HIGHWAY 48.
 AB0917'THERE IS NOW MERELY A SMALL GROVE OF TREES AND AN OLD SHACK
 AB0917'AT THE STATION.  THE OLD MEXICAN CEMETERY IS NOW PART OF A FIELD,
 AB0917'AND THE LAND BELONGS TO MR. HOMER SETTLES OF MERCEDES, R.I.
 AB0917'
 AB0917'TO REACH STATION FROM THE CAMERON-HIDALGO LINE (SHD MARKER)
 AB0917'ON STATE HIGHWAY 48, GO W ON THE HIGHWAY FOR 0.2 MILE, TURN
 AB0917'N ON COUNTY ROAD AND GO 0.10 MILE TO A GROVE OF TREES
 AB0917'AND THE STATION ON RIGHT (NE) ABOUT 100 FEET DISTANT.
 AB0917
 AB0917                          STATION RECOVERY (1942)
 AB0917
 AB0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AB0917'STATION IS ABOUT 0.2 MILE W OF CAMERON-HIDALGO COUNTY LINE,
 AB0917'0.1 MILE N OF STATE HIGHWAY 48, ABOUT 0.1 MILE SE OF A
 AB0917'FARMHOUSE, IN AN OPEN CULTIVATED FIELD, 101.5 FEET E OF THE
 AB0917'CENTER LINE OF A DIRT ROAD LEADING N, AND 2 FEET N OF A
 AB0917'4- BY 4-INCH WOODEN MARKER POST.  IT IS NOT STAMPED.  THE TOP
 AB0917'OF THE MONUMENT IS ABOUT 0.2 FOOT BELOW THE SURFACE OF THE
 AB0917'GROUND.
 AB0917'
 AB0917'REFERENCE MARK IS ABOUT 202 YARDS NW OF THE STATION, IN THE
 AB0917'SE CORNER OF THE BACKYARD OF THE FARMHOUSE, 125 FEET E OF
 AB0917'THE CENTER LINE OF A DIRT ROAD, 41.3 FEET S OF WATER WELL,
 AB0917'AND 32 FEET E OF THE SE CORNER OF THE FARMHOUSE.  IT IS AN
 AB0917'INTERNATIONAL BOUNDARY COMMISSION DISK SET IN A CONCRETE POST
 AB0917'PROJECTING ABOUT 0.5 FOOT.  IT IS STAMPED 31 B.
 AB0917
 AB0917                          STATION RECOVERY (1942)
 AB0917
 AB0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AB0917'1.3 MI W FROM SANTA MARIA.
 AB0917'IN HIDALGO COUNTY, 1.2 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE
 AB0917'PUBLIC SCHOOL AT SANTA MARIA, CAMERON COUNTY, THENCE 0.1 MILE NORTH
 AB0917'ALONG A DIRT ROAD, 0.1 MILE SOUTHEAST OF A FARMHOUSE, IN AN OPEN
 AB0917'CULTIVATED FIELD ON THE EAST SIDE OF THE DIRT ROAD, 101.5 FEET EAST OF
 AB0917'THE CENTERLINE OF THE DIRT ROAD, 2 FEET NORTH OF A WHITE WOODEN
 AB0917'WITNESS POST, AND 0.2 FOOT UNDER GROUND.  A STANDARD
 AB0917'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST.
 AB0917
 AB0917                          STATION RECOVERY (1947)
 AB0917
 AB0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB0917'STATION AND REFERENCE MARK WERE RECOVERED AND FOUND TO BE
 AB0917'IN GOOD CONDITION.  AN AZIMUTH MARK AND AN ADDITIONAL REFERENCE
 AB0917'MARK WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AB0917'
 AB0917'STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF PROGRESSO AND
 AB0917'ABOUT 2-1/2 MILES WEST OF BLUETOWN, ON THE PROPERTY OF MR. R.H.
 AB0917'NEWERE.  IT IS 110 FEET EAST OF THE CENTER OF A DIRT ROAD,
 AB0917'99 FEET EAST OF A POWER POLE AND 80 FEET SOUTH OF A FENCE
 AB0917'LINE.  THE MARK IS ABOUT 1 FOOT BELOW THE SURFACE OF THE
 AB0917'GROUND AND THE DISK IS STAMPED MARIA 1913.
 AB0917'
 AB0917'REFERENCE MARK NO. 1 IS 103.70 FEET SOUTHWEST OF THE STATION.
 AB0917'IT IS 1 FOOT EAST OF A FENCE LINE, 15 FEET EAST OF THE
 AB0917'CENTER OF A DIRT ROAD AND 20 FEET SOUTH OF A POWER POLE.
 AB0917'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MARIA
 AB0917'NO 1 1913.
 AB0917'
 AB0917'REFERENCE MARK NO. 2 IS 102.30 FEET WEST OF THE STATION.
 AB0917'IT IS 60 FEET NORTH OF A POWER POLE, 12 FEET EAST OF THE CENTER
 AB0917'OF A DIRT ROAD AND 4 FEET EAST OF A FENCE CORNER.  THE MARK
 AB0917'PROJECTS 2 INCHES AND THE DISK IS STAMPED MARIA NO 2 1913.
 AB0917'
 AB0917'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION.  IT IS 4 FEET
 AB0917'SOUTH OF A POWER POLE, 20 FEET EAST OF THE CENTER OF A DIRT
 AB0917'ROAD AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 AB0917'PROJECTS 4 INCHES AND THE DISK IS STAMPED MARIA 1913.
 AB0917'
 AB0917'TO REACH FROM THE RAILROAD CROSSING IN PROGRESSO, GO SOUTH ON
 AB0917'FARM HIGHWAY 88 FOR 0.35 MILE TO A CROSSROADS, TURN LEFT AND GO
 AB0917'EAST ON STATE HIGHWAY 48 FOR 5.9 MILES TO A T ROAD* LEFT,
 AB0917'TURN LEFT ON DIRT ROAD AND GO NORTH FOR 0.1 MILE TO THE STATION
 AB0917'ON THE RIGHT.
 AB0917'
 AB0917'*FROM THIS POINT, CONTINUE EAST FOR 0.2 MILE TO A T ROAD
 AB0917'LEFT, GO NORTH ON DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 AB0917'ON THE RIGHT.
 AB0917
 AB0917                          STATION RECOVERY (1949)
 AB0917
 AB0917'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AB0917'1947 DESCRIPTION GOOD, STA. AND R.M.S RECOVERED IN GOOD CONDITION.
 AB0917
 AB0917                          STATION RECOVERY (1960)
 AB0917
 AB0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DFC)
 AB0917'MARIA SURFACE MONUMENT WAS FOUND 12 IN DEEP IN A CULTIVATED
 AB0917'FIELD, AT A POINT 474.6 FEET NORTH OF CENTER LINE OF U.S.
 AB0917'HIGHWAY 281.  I.B.C. MONUMENT 31 WAS FOUND INTACT ABOUT 6 IN
 AB0917'ABOVE GROUND.  I.B.C. 31 TO MARIA IS S. 32 DEG 38 MIN 30 SEC
 AB0917'W.  (GRID) 134.86 FEET.  MARIA IS N. 38 DEG E. 92.8 FEET FROM
 AB0917'CENTER OF A POWER POLE AND S. 43 DEG E. 270.6 FEET FROM CENTER
 AB0917'OF ANOTHER POWER POLE.  MARIA AZIMUTH MONUMENT WAS FOUND BUT
 AB0917'BELIEVED MOVED, BECAUSE OF A SMALL CANAL.  SOMEONE HAS PLACED
 AB0917'IT BACK.  HOWEVER THE AZIMUTH ARROW UPON THE MONUMENT DOES
 AB0917'NOT POINT IN THE CORRECT DIRECTION.
 AB0917'
 AB0917'ALL BEARINGS SHOWN ARE GRID BEARINGS BASED ON TEXAS PLANE
 AB0917'COORDINATE SYSTEM FOR SOUTH ZONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4664 ***********************************************************************
 DH4664  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4664  DESIGNATION -  MARIAH
 DH4664  PID         -  DH4664
 DH4664  STATE/COUNTY-  TX/SAN PATRICIO
 DH4664  USGS QUAD   -  PORTLAND (1975)
 DH4664
 DH4664                         *CURRENT SURVEY CONTROL
 DH4664  ___________________________________________________________________
 DH4664* NAD 83(1993)-  27 51 05.41027(N)    097 21 33.85238(W)     ADJUSTED  
 DH4664* NAVD 88     -         0.94   (meters)       3.1    (feet)  GPS OBS   
 DH4664  ___________________________________________________________________
 DH4664  X           -    -722,880.118 (meters)                     COMP
 DH4664  Y           -  -5,596,914.673 (meters)                     COMP
 DH4664  Z           -   2,961,953.327 (meters)                     COMP
 DH4664  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 DH4664  ELLIP HEIGHT-         -25.68  (meters)          (07/05/05) GPS OBS
 DH4664  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DH4664
 DH4664  HORZ ORDER  -  A
 DH4664  ELLP ORDER  -  THIRD     CLASS II
 DH4664
 DH4664.The horizontal coordinates were established by GPS observations
 DH4664.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 DH4664
 DH4664.The orthometric height was determined by GPS observations and a
 DH4664.high-resolution geoid model using precise GPS observation and
 DH4664.processing techniques.
 DH4664
 DH4664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4664
 DH4664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4664
 DH4664.The ellipsoidal height was determined by GPS observations
 DH4664.and is referenced to NAD 83.
 DH4664
 DH4664.The geoid height was determined by GEOID03.
 DH4664
 DH4664;                    North         East     Units Scale Factor Converg.
 DH4664;SPC TX S     - 5,242,578.380   412,343.623   MT  1.00000465   +0 31 04.2
 DH4664;SPC TX S     -17,200,025.90  1,352,830.70   sFT  1.00000465   +0 31 04.2
 DH4664;UTM  14      - 3,081,833.430   661,540.711   MT  0.99992210   +0 45 59.8
 DH4664
 DH4664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4664!SPC TX S     -   1.00000403  x   1.00000465  =   1.00000868
 DH4664!UTM  14      -   1.00000403  x   0.99992210  =   0.99992613
 DH4664
 DH4664                          SUPERSEDED SURVEY CONTROL
 DH4664
 DH4664.No superseded survey control is available for this station.
 DH4664
 DH4664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6154181833(NAD 83)
 DH4664_MARKER: DV = VERTICAL CONTROL DISK
 DH4664_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DH4664_STAMPING: MARIAH 2005
 DH4664_PROJECTION: FLUSH
 DH4664_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH4664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4664+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2004
 DH4664_ROD/PIPE-DEPTH: 23   meters
 DH4664_SLEEVE-DEPTH  : 1 meters
 DH4664
 DH4664  HISTORY     - Date     Condition        Report By
 DH4664  HISTORY     - 20040217 MONUMENTED       CCTI
 DH4664
 DH4664                          STATION DESCRIPTION
 DH4664
 DH4664'DESCRIBED BY C AND C TECHNOLOGIES INCORPORATED 2004 (JEW)
 DH4664'DESCRIBED BY C AND C TECHNOLOGIES, INC 2005 (JEW) FROM THE
 DH4664'INTERSECTION OF  F.M.2986/WILDCAT DR. AND U.S. HWY. 181/TEXAS STATE
 DH4664'HWY.35 IN PORTLAND, TX, TRAVEL SOUTH  ON HWY. 181/35 3.7 KM (2.3
 DH4664'MILES) TO THE EXIT FOR INDIAN POINT PARK.  CONTINUE DOWN RAMP AND
 DH4664'SERVICE ROAD, PASSING UNDER THE OVERPASS TO THE MONUMENT ON RIGHT.
 DH4664'4.05 M (13.3 FT)  NORTH TO A YIELD SIGN, 25.18 M (82.6 FT)  NORTH TO A
 DH4664'CONCRETE PILE, 16.92 M (55.5 FT) NORTHWEST  TO A CONCRETE PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0488 ***********************************************************************
 AM0488  DESIGNATION -  MARIE 2
 AM0488  PID         -  AM0488
 AM0488  STATE/COUNTY-  TX/MATAGORDA
 AM0488  USGS QUAD   -  BROWN CEDAR CUT (1973)
 AM0488
 AM0488                         *CURRENT SURVEY CONTROL
 AM0488  ___________________________________________________________________
 AM0488* NAD 83(1993)-  28 43 55.81269(N)    095 41 04.59675(W)     ADJUSTED  
 AM0488* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 AM0488  ___________________________________________________________________
 AM0488  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AM0488  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0488
 AM0488  HORZ ORDER  -  SECOND
 AM0488
 AM0488.The horizontal coordinates were established by classical geodetic methods
 AM0488.and adjusted by the National Geodetic Survey in February 1996..
 AM0488
 AM0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0488
 AM0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0488
 AM0488.The geoid height was determined by GEOID03.
 AM0488
 AM0488;                    North         East     Units Scale Factor Converg.
 AM0488;SPC TXSC     - 4,104,206.802   923,807.316   MT  0.99991817   +1 37 27.3
 AM0488;SPC TXSC     -13,465,218.48  3,030,857.84   sFT  0.99991817   +1 37 27.3
 AM0488;UTM  15      - 3,181,267.298   237,795.981   MT  1.00044853   -1 17 28.6
 AM0488
 AM0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0488!SPC TXSC     -   1.00000380  x   0.99991817  =   0.99992197
 AM0488!UTM  15      -   1.00000380  x   1.00044853  =   1.00045234
 AM0488
 AM0488:                Primary Azimuth Mark                     Grid Az
 AM0488:SPC TXSC     -  MARIE 2 AZ MK                            058 25 27.9
 AM0488:UTM  15      -  MARIE 2 AZ MK                            061 20 23.8
 AM0488
 AM0488|---------------------------------------------------------------------|
 AM0488| PID    Reference Object                     Distance      Geod. Az  |
 AM0488|                                                           dddmmss.s |
 AM0488| AM0489 MARIE 2 AZ MK                       APPROX. 1.0 KM 0600255.2 |
 AM0488| CV6547 MARIE 2 RM 3                         24.683 METERS 06058     |
 AM0488|---------------------------------------------------------------------|
 AM0488
 AM0488                          SUPERSEDED SURVEY CONTROL
 AM0488
 AM0488  NAD 83(1986)-  28 43 55.82130(N)    095 41 04.57763(W) AD(       ) 2
 AM0488  NAD 27      -  28 43 54.88335(N)    095 41 03.72813(W) AD(       ) 2
 AM0488  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 AM0488
 AM0488.Superseded values are not recommended for survey control.
 AM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0488.See file dsdata.txt to determine how the superseded data were derived.
 AM0488
 AM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM3779681267(NAD 83)
 AM0488_MARKER: DS = TRIANGULATION STATION DISK
 AM0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0488+STABILITY: SURFACE MOTION
 AM0488
 AM0488  HISTORY     - Date     Condition        Report By
 AM0488  HISTORY     - 1978     MONUMENTED       NGS
 AM0488
 AM0488                          STATION DESCRIPTION
 AM0488
 AM0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0488'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF SARGENT,
 AM0488'1-3/4 MILES NORTHEAST OF THE NORTHEAST EDGE OF BROWN CEDAR
 AM0488'CUT, AND ON PROPERTY OWNED BY JUDGE BERT HUEBNER, WHOSE
 AM0488'OFFICE IS IN ROOM 301, COUNTY COURT BUILDING, BAY CITY,
 AM0488'TEXAS 77414.
 AM0488'
 AM0488'TO REACH FROM THE TEXACO STATION IN SARGENT, GO SOUTHEAST
 AM0488'ON FARM ROAD 457 FOR 2.1 MILES TO A SHAMROCK STATION AND
 AM0488'POST OFFICE ON THE RIGHT.  CONTINUE SOUTHEAST ON FARM ROAD
 AM0488'457 FOR 2.95 MILES TO A BRIDGE OVER THE INTRACOASTAL WATERWAY.
 AM0488'CONTINUE AHEAD ACROSS THE BRIDGE FOR 0.25 MILE TO A DIRT
 AM0488'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ALONG THE
 AM0488'BEACH FOR 4.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AM0488'CONTINUE AHEAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 AM0488'
 AM0488'THE STATION IS A STANDARD NGS DISK
 AM0488'STAMPED---MARIE 2 1978---,
 AM0488'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0488'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AM0488'59.8 FEET SOUTH-SOUTHEAST FROM A WOOD WITNESS POST,
 AM0488'36 FEET NORTHWEST FROM THE VEGETATION LINE, AND
 AM0488'4.6 FEET EAST FROM A METAL WITNESS POST.
 AM0488'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AM0488'STAMPED---MARIE 2 1978---,
 AM0488'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE
 AM0488'GROUND.
 AM0488'
 AM0488'REFERENCE MARK 2 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0488'STAMPED---MARIE NO 2 1934---,
 AM0488'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0488'SIDE RECESSED 12 INCHES BELOW THE GROUND.  IT IS
 AM0488'89 FEET NORTHWEST FROM THE VEGETATION LINE,
 AM0488'60 FEET NORTHWEST FROM A METAL WITNESS POST, AND
 AM0488'0.8 FOOT NORTH FROM A WOOD WITNESS POST.
 AM0488'
 AM0488'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AM0488'STAMPED---MARIE 2 NO 3 1978---,
 AM0488'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0488'DIAMETER PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS
 AM0488'112.6 FEET EAST FROM A WOOD WITNESS POST,
 AM0488'85.4 FEET NORTHEAST FROM A METAL WITNESS POST, AND
 AM0488'36 FEET NORTHWEST FROM THE VEGETATION LINE.
 AM0488'
 AM0488'AZIMUTH MARK IS A STANDARD NGS DISK
 AM0488'STAMPED---MARIE 2 1978---,
 AM0488'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0488'DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AM0488'94 FEET NORTH FROM THE HIGH WATER LINE,
 AM0488'1.2 FEET SOUTH FROM A METAL WITNESS POST, AND
 AM0488'IN THE VEGETATION LINE.
 AM0488'
 AM0488'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0489 ***********************************************************************
 AM0489  DESIGNATION -  MARIE 2 AZ MK
 AM0489  PID         -  AM0489
 AM0489  STATE/COUNTY-  TX/MATAGORDA
 AM0489  USGS QUAD   -  BROWN CEDAR CUT (1973)
 AM0489
 AM0489                         *CURRENT SURVEY CONTROL
 AM0489  ___________________________________________________________________
 AM0489* NAD 83(1993)-  28 44 11.49617(N)    095 40 33.71390(W)     ADJUSTED  
 AM0489* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 AM0489  ___________________________________________________________________
 AM0489  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AM0489  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0489
 AM0489  HORZ ORDER  -  SECOND
 AM0489
 AM0489.The horizontal coordinates were established by classical geodetic methods
 AM0489.and adjusted by the National Geodetic Survey in February 1996..
 AM0489
 AM0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0489
 AM0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0489
 AM0489.The geoid height was determined by GEOID03.
 AM0489
 AM0489;                    North         East     Units Scale Factor Converg.
 AM0489;SPC TXSC     - 4,104,713.190   924,631.222   MT  0.99991738   +1 37 42.4
 AM0489;SPC TXSC     -13,466,879.86  3,033,560.93   sFT  0.99991738   +1 37 42.4
 AM0489;UTM  15      - 3,181,731.366   238,645.026   MT  1.00044304   -1 17 14.4
 AM0489
 AM0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0489!SPC TXSC     -   1.00000369  x   0.99991738  =   0.99992107
 AM0489!UTM  15      -   1.00000369  x   1.00044304  =   1.00044674
 AM0489
 AM0489                          SUPERSEDED SURVEY CONTROL
 AM0489
 AM0489  NAD 83(1986)-  28 44 11.50478(N)    095 40 33.69478(W) AD(       ) 2
 AM0489  NAD 27      -  28 44 10.56859(N)    095 40 32.84690(W) AD(       ) 2
 AM0489  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AM0489
 AM0489.Superseded values are not recommended for survey control.
 AM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0489.See file dsdata.txt to determine how the superseded data were derived.
 AM0489
 AM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM3864581731(NAD 83)
 AM0489_MARKER: DZ = AZIMUTH MARK DISK
 AM0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AM0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0489+STABILITY: SURFACE MOTION
 AM0489
 AM0489  HISTORY     - Date     Condition        Report By
 AM0489  HISTORY     - 1978     MONUMENTED       NGS
 AM0489
 AM0489                          STATION DESCRIPTION
 AM0489
 AM0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0489'THE STATION IS LOCATED 6-1/2 MILES SOUTH OF SARGENT, 2-1/4
 AM0489'MILES NORTHEAST OF THE NORTHEAST EDGE OF BROWN CEDAR CUT,
 AM0489'AND ON PROPERTY OWNED BY JUDGE BERT HUEBNER, WHOSE OFFICE IS
 AM0489'IN ROOM 301, COUNTY COURT BUILDING, BAY CITY, TEXAS 77414.
 AM0489'
 AM0489'TO REACH FROM THE TEXACO STATION IN SARGENT, GO SOUTHEAST ON
 AM0489'FARM ROAD 457 FOR 2.1 MILES TO A SHAMROCK STATION AND POST
 AM0489'OFFICE ON THE RIGHT.  CONTINUE SOUTHEAST ON FARM ROAD 457 FOR
 AM0489'2.95 MILES TO A BRIDGE OVER THE INTRACOASTAL WATERWAY.
 AM0489'CONTINUE AHEAD, ACROSS THE BRIDGE FOR 0.25 MILE TO A DIRT
 AM0489'ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ALONG THE BEACH FOR
 AM0489'4.3 MILES TO THE STATION ON THE RIGHT IN THE VEGETATION LINE.
 AM0489'
 AM0489'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AM0489'STAMPED---MARIE 2 1978---,
 AM0489'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0489'DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AM0489'94 FEET NORTH FROM THE HIGH WATER LINE AND
 AM0489'1.2 FEET SOUTH FROM A METAL WITNESS POST.
 AM0489'
 AM0489'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0430 ***********************************************************************
 BA0430  DESIGNATION -  MARISCAL
 BA0430  PID         -  BA0430
 BA0430  STATE/COUNTY-  TX/BREWSTER
 BA0430  USGS QUAD   -  MARISCAL MOUNTAIN (1971)
 BA0430
 BA0430                         *CURRENT SURVEY CONTROL
 BA0430  ___________________________________________________________________
 BA0430* NAD 83(1993)-  29 00 57.15641(N)    103 08 50.33866(W)     ADJUSTED  
 BA0430* NAVD 88     -      1198.     (meters)    3930.     (feet)  SCALED    
 BA0430  ___________________________________________________________________
 BA0430  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 BA0430  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0430
 BA0430  HORZ ORDER  -  FIRST
 BA0430
 BA0430.The horizontal coordinates were established by classical geodetic methods
 BA0430.and adjusted by the National Geodetic Survey in February 1996..
 BA0430
 BA0430.The orthometric height was scaled from a topographic map.
 BA0430
 BA0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0430
 BA0430.The geoid height was determined by GEOID03.
 BA0430
 BA0430;                    North         East     Units Scale Factor Converg.
 BA0430;SPC TXSC     - 4,138,220.311   196,085.501   MT  0.99987864   -2 01 54.6
 BA0430;SPC TXSC     -13,576,811.14    643,323.85   sFT  0.99987864   -2 01 54.6
 BA0430;UTM  13      - 3,211,159.992   680,440.456   MT  1.00000179   +0 53 56.0
 BA0430
 BA0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0430!SPC TXSC     -   0.99981520  x   0.99987864  =   0.99969386
 BA0430!UTM  13      -   0.99981520  x   1.00000179  =   0.99981699
 BA0430
 BA0430|---------------------------------------------------------------------|
 BA0430| PID    Reference Object                     Distance      Geod. Az  |
 BA0430|                                                           dddmmss.s |
 BA0430| CH8963 MARISCAL RM 1                        36.152 METERS 03939     |
 BA0430| CH8962 MARISCAL AZ MK                                     1591930.2 |
 BA0430| CH8964 MARISCAL RM 2                        18.559 METERS 28614     |
 BA0430|---------------------------------------------------------------------|
 BA0430
 BA0430                          SUPERSEDED SURVEY CONTROL
 BA0430
 BA0430  NAD 83(1986)-  29 00 57.16310(N)    103 08 50.33880(W) AD(       ) 1
 BA0430  NAD 27      -  29 00 56.41300(N)    103 08 48.73300(W) AD(       ) 1
 BA0430
 BA0430.Superseded values are not recommended for survey control.
 BA0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0430.See file dsdata.txt to determine how the superseded data were derived.
 BA0430
 BA0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN8044011160(NAD 83)
 BA0430_MARKER: DB = BENCH MARK DISK
 BA0430_SETTING: 66 = SET IN ROCK OUTCROP
 BA0430
 BA0430  HISTORY     - Date     Condition        Report By
 BA0430  HISTORY     - 1934     MONUMENTED       USGS
 BA0430
 BA0430                          STATION DESCRIPTION
 BA0430
 BA0430'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 BA0430'ON THE HIGHEST POINT OF A RIDGE EXTENDING NORTHWEST AND SOUTHEAST.
 BA0430'THIS POINT IS 6.5 MILES SOUTH-SOUTHEAST OF LINDSEY MINE, 12
 BA0430'MILES SOUTHWEST OF SAN VICENTE, AND 2.5 MILES NORTH OF THE RIO
 BA0430'GRANDE.  IT IS IN THE EXTREME SOUTHERN POINT OF THE BIG BEND
 BA0430'OF THE RIO GRANDE RIVER.  THE RIDGE ON WHICH THE STATION IS
 BA0430'LOCATED SLOPES ON THE EAST SIDE AND BLUFFS ON THE WEST SIDE.
 BA0430'THE STATION IS ON HIGH GROUND NEAR THE SECOND BLUFF FROM THE
 BA0430'SOUTH END OF THE RIDGE AS VIEWED FROM THE WEST.  THE MARK IS A
 BA0430'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN THE ROCK.
 BA0430'NOTE STAMPED.
 BA0430'
 BA0430'TO REACH FROM SAN VICENTE, GO WEST ON THE MAIN ROAD 1.1 MILES,
 BA0430'TAKE RIGHT FORK, GO 1.45 MILES, TAKE LEFT FORK, GO 5.25 MILES,
 BA0430'TAKE RIGHT FORK, GO 6.0 MILES, PASS LINDSEY MINE, CONTINUE
 BA0430'WEST THROUGH GAP ON MAIN ROAD 0.7 MILE, TAKE LEFT FORK
 BA0430'(SOUTHEAST), GO 1.7 MILES HERE ROAD COMES IN FROM THE LEFT,
 BA0430'CONTINUE 2.25 MILES, TAKE LEFT FORK (UNIMPROVED ROAD) AND
 BA0430'FOLLOW IT FOR 6.0 MILES TO THE DET WALKER RANCH ON THE RIO
 BA0430'GRANDE RIVER.  THIS IS THE END OF TRUCK TRAVEL.  FROM THE DET
 BA0430'WALKER RANCH HOUSE GO NORTH ABOUT 1/4 MILE TO AN EAST-WEST
 BA0430'FENCE, GO EAST ALONG THE SOUTH SIDE OF THE FENCE TO A
 BA0430'CANYON.  FROM HERE FOLLOW HORSE TRAIL TO TOP OF RIDGE WHICH
 BA0430'IS SOUTH OF THE ONE ON WHICH THE STATION IS LOCATED.  FROM
 BA0430'HERE GO NORTHWEST, CROSS A LOW SADDLE AND THEN CLIMB HIGH
 BA0430'RIDGE.  THEN WORK ALONG THE TOP OF THE RIDGE ABOUT 1/2 MILE TO
 BA0430'THE HIGH POINT AND THE STATION.  THE TRIP WAS MADE FROM
 BA0430'THE RANCH WITH A LIGHT PACK IN 2-1/2 HOURS.
 BA0430'
 BA0430'THE HORSE TRAIL CONTINUES FROM THE TOP OF THE SOUTH RIDGE DOWN
 BA0430'ON THE EAST SIDE OF THE RIDGE ON WHICH THE STATION IS LOCATED
 BA0430'AND THEN REACHES THE STATION FROM THE EAST SIDE OF THE RIDGE,
 BA0430'WHICH ROUTE IS LESS STEEP THAN THE ONE OVER THE TOP OF THE
 BA0430'RIDGE.  THREE AND ONE-QUARTER HOURS WERE REQUIRED FOR THE TRIP
 BA0430'BY THIS ROUTE.  PACK ANIMALS SHOULD BE NOT TAKEN TO THIS
 BA0430'STATION EXCEPT BY A PERSON THOROUGHLY FAMILIAR WITH THE TRAIL
 BA0430'BECAUSE IT IS VERY STEEP AND TREACHEROUS.  IT IS GENERALLY
 BA0430'CONCEDED BY PEOPLE LIVING IN THIS COUNTRY THAT THIS MOUNTAIN
 BA0430'IS THE MOST DIFFICULT IN THE WHOLE REGION TO CLIMB.  WHILE
 BA0430'THERE IS A TRAIL REACHING FROM SAN VICENTE TO THE TOP OF
 BA0430'THIS MOUNTAIN, THE BEST RUTE IS THE ONE DESCRIBED ABOVE.
 BA0430'
 BA0430'DET WALKER RANCH CAN BE REACHED FROM JONSONS RANCH BY GOING
 BA0430'EAST ON THE MAIN ROAD 15.1 MILES TO UNIMPROVED ROAD T THE
 BA0430'RIGHT AND FROM THIS POINT 6 MILES TO THE RANCH.
 BA0430'
 BA0430'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISK SET IN
 BA0430'OUTCROPPING BEDROCK.
 BA0430'ALL MARKS ARE STAMPED MARISCAL 1934.
 BA0430'
 BA0430'THE AZIMUTH MARK IS ON THE HIGH POINT OF THE RIDGE SOUTH OF
 BA0430'THE STATION.  IT IS ON THE GROUND NEAR THE FIRST BLUFF OF THE
 BA0430'RIDGE FROM THE SOUTH END AS VIEWED FROM THE WEST.
 BA0430'
 BA0430'A 4-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0467 ***********************************************************************
 AZ0467  DESIGNATION -  MARK
 AZ0467  PID         -  AZ0467
 AZ0467  STATE/COUNTY-  TX/VAL VERDE
 AZ0467  USGS QUAD   -  MIERS RANCH (1972)
 AZ0467
 AZ0467                         *CURRENT SURVEY CONTROL
 AZ0467  ___________________________________________________________________
 AZ0467* NAD 83(1993)-  29 43 27.44904(N)    100 48 47.71775(W)     ADJUSTED  
 AZ0467* NAVD 88     -       578.482  (meters)    1897.90   (feet)  ADJUSTED  
 AZ0467  ___________________________________________________________________
 AZ0467  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AZ0467  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AZ0467  DYNAMIC HT  -         577.627 (meters)    1895.10  (feet)  COMP
 AZ0467  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 AZ0467
 AZ0467  HORZ ORDER  -  FIRST
 AZ0467  VERT ORDER  -  FIRST     CLASS II
 AZ0467
 AZ0467.The horizontal coordinates were established by classical geodetic methods
 AZ0467.and adjusted by the National Geodetic Survey in February 1996..
 AZ0467
 AZ0467.The orthometric height was determined by differential leveling
 AZ0467.and adjusted by the National Geodetic Survey in June 1991..
 AZ0467
 AZ0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0467
 AZ0467.The geoid height was determined by GEOID03.
 AZ0467
 AZ0467.The dynamic height is computed by dividing the NAVD 88
 AZ0467.geopotential number by the normal gravity value computed on the
 AZ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0467.degrees latitude (g = 980.6199 gals.).
 AZ0467
 AZ0467.The modeled gravity was interpolated from observed gravity values.
 AZ0467
 AZ0467;                    North         East     Units Scale Factor Converg.
 AZ0467;SPC TXSC     - 4,210,929.383   424,591.170   MT  0.99988625   -0 53 18.0
 AZ0467;SPC TXSC     -13,815,357.48  1,393,012.86   sFT  0.99988625   -0 53 18.0
 AZ0467;UTM  14      - 3,289,611.535   324,619.370   MT  0.99997952   -0 53 57.4
 AZ0467
 AZ0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0467!SPC TXSC     -   0.99991270  x   0.99988625  =   0.99979896
 AZ0467!UTM  14      -   0.99991270  x   0.99997952  =   0.99989222
 AZ0467
 AZ0467:                Primary Azimuth Mark                     Grid Az
 AZ0467:SPC TXSC     -  WHITE ET                                 005 15 00.0
 AZ0467:UTM  14      -  WHITE ET                                 005 15 39.4
 AZ0467
 AZ0467|---------------------------------------------------------------------|
 AZ0467| PID    Reference Object                     Distance      Geod. Az  |
 AZ0467|                                                           dddmmss.s |
 AZ0467| AZ0670 WHITE ET                            APPROX. 8.2 KM 0042142.0 |
 AZ0467| AZ0469 MARK RM 2                            16.099 METERS 00504     |
 AZ0467| AZ0468 MARK RM 1                            15.288 METERS 23718     |
 AZ0467| AZ0204 R 79                                               2814949.0 |
 AZ0467|---------------------------------------------------------------------|
 AZ0467
 AZ0467                          SUPERSEDED SURVEY CONTROL
 AZ0467
 AZ0467  NAD 83(1986)-  29 43 27.43956(N)    100 48 47.70283(W) AD(       ) 1
 AZ0467  NAD 27      -  29 43 26.65600(N)    100 48 46.34600(W) AD(       ) 1
 AZ0467  NGVD 29 (07/19/86)  576.4    (m)         1891.     (f) VERT ANG       
 AZ0467
 AZ0467.Superseded values are not recommended for survey control.
 AZ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0467.See file dsdata.txt to determine how the superseded data were derived.
 AZ0467
 AZ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT2461989612(NAD 83)
 AZ0467_MARKER: DS = TRIANGULATION STATION DISK
 AZ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0467_SP_SET: CONCRETE POST
 AZ0467_STAMPING: MARK 1918
 AZ0467_MARK LOGO: CGS   
 AZ0467_PROJECTION: PROJECTING 5 CENTIMETERS
 AZ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0467+STABILITY: SURFACE MOTION
 AZ0467
 AZ0467  HISTORY     - Date     Condition        Report By
 AZ0467  HISTORY     - 1918     MONUMENTED       CGS
 AZ0467  HISTORY     - 1937     GOOD             TXHD
 AZ0467  HISTORY     - 1941     POOR             LOCENG
 AZ0467  HISTORY     - 1943     GOOD             CGS
 AZ0467  HISTORY     - 1971     GOOD             NGS
 AZ0467  HISTORY     - 1981     GOOD             NGS
 AZ0467  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0467
 AZ0467                          STATION DESCRIPTION
 AZ0467
 AZ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AZ0467'ON TOP OF A PROMINENT FLAT-TOP KNOB, 28 MILES BY ROAD N OF
 AZ0467'DEL RIO, 3.5 MILES N OF MARKWOOD RANCH, 1/2 MILE E OF THE
 AZ0467'DEL RIO-SONORA ROAD, AND 400 METERS (1,312 FEET) S OF A ROAD
 AZ0467'LEADING TO THE E FROM THE DEL RIO-SONORA ROAD.  SURFACE MARK
 AZ0467'IS BRONZE DISK STATION MARK IN CONCRETE.  UNDERGROUND
 AZ0467'MARK IS NAIL IN CONCRETE.  REFERENCE MARK IS
 AZ0467'BRONZE REFERENCE DISK IN CONCRETE, 15.205 METERS
 AZ0467'(49.89 FEET) FROM THE STATION S 57 DEG 18 MIN W.
 AZ0467'ELEVATION OF STATION, 576.4 METERS (1,891 FEET).
 AZ0467
 AZ0467                          STATION RECOVERY (1937)
 AZ0467
 AZ0467'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AZ0467'BOTH STATION AND REFERENCE MARK WERE RECOVERED, THE REFERENCE
 AZ0467'MARK BEING IN GOOD CONDITION BUT THE STATION DISK HAD BEEN
 AZ0467'DETACHED FROM THE ROCK AND WAS FOUND LYING NEARBY.
 AZ0467'
 AZ0467'IN 1937, THE STATION WAS REACHED FROM DEL RIO BY GOING N ON
 AZ0467'U.S. HIGHWAY 277 APPROXIMATELY 29 MILES TO THE INTERSECTION
 AZ0467'OF U.S. HIGHWAY 277 WITH STATE HIGHWAY 41 (DEL RIO-ROCK SPRINGS
 AZ0467'HIGHWAY).  TURN RIGHT ON STATE HIGHWAY 41 IN AN EASTERLY
 AZ0467'DIRECTION FOR 0.45 MILE TO THE TOP OF THE RIDGE FROM WHICH
 AZ0467'POINT THE STATION MAY BE REACHED ON FOOT BY GOING S 21 DEG
 AZ0467'E APPROXIMATELY 1200 FEET.
 AZ0467
 AZ0467                          STATION RECOVERY (1941)
 AZ0467
 AZ0467'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941 (TAS)
 AZ0467'DISK, STAMPED MARK, DISLODGED FROM CONCRETE BLOCK.
 AZ0467
 AZ0467                          STATION RECOVERY (1943)
 AZ0467
 AZ0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 AZ0467'STATION IS LOCATED ON THE TOP OF A PROMINENT FLAT-TOP KNOB,
 AZ0467'28 MILES BY ROAD N OF DEL RIO, 3.5 MILES N OF THE MARKWOOD
 AZ0467'RANCH, 0.5 MILE E OF U.S. HIGHWAY 277, 400 METERS S OF STATE
 AZ0467'HIGHWAY 41 AND 10 FEET N OF A WHITE WOODEN WITNESS POST.
 AZ0467'
 AZ0467'THE SURFACE MARK IS A BRONZE DISK SET IN THE TOP
 AZ0467'OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  STAMPED
 AZ0467'MARK 1918.
 AZ0467'
 AZ0467'THE UNDERGROUND MARK IS A BRONZE DISK SET IN AN
 AZ0467'IRREGULAR MASS OF CONCRETE.  STAMPED MARK 1918.
 AZ0467'
 AZ0467'REFERENCE MARK NO. 1, SW OF THE STATION, IS A BRONZE DISK,
 AZ0467'WEDGED IN A DRILL HOLE IN A BOULDER.  STAMPED MARK
 AZ0467'NO. 1 1918.
 AZ0467'
 AZ0467'REFERENCE MARK NO. 2, N OF THE STATION, IS A BRONZE DISK,
 AZ0467'WEDGED IN A DRILL HOLE IN A BOULDER.  STAMPED MARK
 AZ0467'NO. 2 1943.
 AZ0467'
 AZ0467'THE AZIMUTH MARK 0.3 MILE W OF THE STATION IS A BRONZE BENCH
 AZ0467'MARK SET IN A DRILL HOLE IN A CONCRETE CULVERT.  STAMPED
 AZ0467'R-79 1931 ELEV.  1778.937.  IT IS A U.S.C. AND G.S. MARK IN
 AZ0467'THE E CULVERT, 100 FEET S OF INTERSECTION ON HIGHWAYS 277
 AZ0467'AND 41.
 AZ0467'
 AZ0467'THE MEASUREMENTS TO REFERENCE MARK NO. 1 FAILED TO CHECK,
 AZ0467'HOWEVER, THE DISTANCE WAS VERIFIED IN THE FILE AND SHOULD
 AZ0467'SUPERSEDE THE 1918 MEASUREMENTS.
 AZ0467'
 AZ0467'STATION IS REACHED FROM SONORA BY GOING S FROM THE MAIN STREET
 AZ0467'ON U.S. HIGHWAY 277 FOR 66 MILES TO THE JUNCTION OF STATE
 AZ0467'HIGHWAY 41, TURN LEFT, E, TOWARD CARTA VALLEY FOR 0.25 MILE TO
 AZ0467'THE LOW SADDLE.  PARK TRUCK HERE AND PACK UP THE RIDGE TO
 AZ0467'THE S FOR 400 METERS TO THE TOP AND THE STATION.
 AZ0467
 AZ0467                          STATION RECOVERY (1971)
 AZ0467
 AZ0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 AZ0467'THE STATION IS LOCATED NORTH-NORTHEAST 25 MILES AIRLINE DISTANCE
 AZ0467'FROM DEL RIO, TEXAS, AND ABOUT 0.6 MILES EAST-SOUTHEAST OF THE
 AZ0467'JUNCTION OF U.S. HIGHWAYS 277 AND 377, ON A FLAT-TOP HILL,
 AZ0467'NEAR A 270 FOOT RADIO MAST OWNED BY GENERAL TELEPHONE COMPANY,
 AZ0467'DEL RIO, TEXAS.
 AZ0467'
 AZ0467'TO REACH FROM DEL RIO, TEXAS, GO 26.4 MILES NORTH ON U.S.
 AZ0467'HIGHWAY 277 TO JUNCTION WITH U.S. HIGHWAY 377 RIGHT (EAST),
 AZ0467'GO 0.6 MILES EAST ON U.S. HIGHWAY 377 TO LOCKED GATE ON THE
 AZ0467'RIGHT (SOUTH), GO 0.2 MILES SOUTH ON TRACK ROAD TO MICROWAVE
 AZ0467'MAST WHICH IS INSIDE A 6 FOOT CYCLONE FENCE.  THE STATION IS
 AZ0467'4.1 FEET SOUTH AND 2.8 FEET EAST OF NORTHWEST CORNER OF FENCE.
 AZ0467'11 FEET WEST OF THE MICROWAVE MAST, AND 2 FEET NORTH OF A
 AZ0467'TELEPHONE POLE.
 AZ0467'
 AZ0467'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN A
 AZ0467'SQUARE CONCRETE POST, PROJECTING 0.2 FEET, AND STAMPED MARK 1918.
 AZ0467'
 AZ0467'REFERENCE MARK NO. 1--A STANDARD USC AND GS BRONZE DISK SET
 AZ0467'IN OUTCROPPING BEDROCK, PROJECTING 0.3 FEET, AND STAMPED
 AZ0467'MARK-NO. 1 1918.
 AZ0467'
 AZ0467'REFERENCE MARK NO. 2--A STANDARD USC AND GS BRONZE DISK SET
 AZ0467'IN OUTCROPPING BEDROCK, PROJECTING 0.3 FEET, AND STAMPED
 AZ0467'MARK-NO. 2 1943.
 AZ0467'
 AZ0467'AZIMUTH MARK IS 0.45 MILES WEST-NORTHWEST OF STATION AND 0.1
 AZ0467'MILE SOUTH OF U.S. HIGHWAY 377 ALONG ABANDONED ALIGNMENT OF
 AZ0467'U.S. HIGHWAY 277.  THE MARK IS A STANDARD BENCH MARK DISK
 AZ0467'SET IN THE EAST CONCRETE HEADWALL OF A CULVERT AND STAMPED R
 AZ0467'79 1931-1778.937.
 AZ0467'
 AZ0467'STATION WHITE ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION,
 AZ0467'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS EXCEPT
 AZ0467'TO THE REFERENCE MARKS WERE MADE FROM A SCAFFOLD, AT A HEIGHT
 AZ0467'OF 12.4 FEET.
 AZ0467
 AZ0467                          STATION RECOVERY (1981)
 AZ0467
 AZ0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0467'37.0 KM (23.0 MI) NE FROM DEL RIO.
 AZ0467'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0467'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE 1.0
 AZ0467'KM (0.6 MI) NORTHEAST ALONG U.S. HIGHWAY 377, THENCE 0.3 KM (0.2 MI)
 AZ0467'SOUTHERLY ALONG A FIELD ROAD TO A RADIO TOWER, AT THE NORTHWEST CORNER
 AZ0467'OF A CHAIN LINK FENCE AROUND THE RADIO TOWER, 1.5 METERS (4.9 FT)
 AZ0467'SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCE, 1.3 METERS (4.3 FT)
 AZ0467'SOUTH OF THE FENCE, 0.9 METER (3.0 FT) EAST OF THE FENCE AND 0.7 METER
 AZ0467'(2.3 FT) NORTH OF A UTILITY POLE.
 AZ0467'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AZ0467
 AZ0467                          STATION RECOVERY (1999)
 AZ0467
 AZ0467'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0174 ***********************************************************************
 DQ0174  DESIGNATION -  MARK GIBSON AZ
 DQ0174  PID         -  DQ0174
 DQ0174  STATE/COUNTY-  TX/YOAKUM
 DQ0174  USGS QUAD   -  INK BASIN (1971)
 DQ0174
 DQ0174                         *CURRENT SURVEY CONTROL
 DQ0174  ___________________________________________________________________
 DQ0174* NAD 83(1986)-  33 03 59.     (N)    102 53 21.     (W)     SCALED    
 DQ0174* NAVD 88     -      1105.826  (meters)    3628.03   (feet)  ADJUSTED  
 DQ0174  ___________________________________________________________________
 DQ0174  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 DQ0174  DYNAMIC HT  -        1104.351 (meters)    3623.19  (feet)  COMP
 DQ0174  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 DQ0174
 DQ0174  VERT ORDER  -  SECOND    CLASS 0
 DQ0174
 DQ0174.The horizontal coordinates were scaled from a topographic map and have
 DQ0174.an estimated accuracy of +/- 6 seconds.
 DQ0174
 DQ0174.The orthometric height was determined by differential leveling
 DQ0174.and adjusted by the National Geodetic Survey in June 1991..
 DQ0174
 DQ0174.The geoid height was determined by GEOID03.
 DQ0174
 DQ0174.The dynamic height is computed by dividing the NAVD 88
 DQ0174.geopotential number by the normal gravity value computed on the
 DQ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0174.degrees latitude (g = 980.6199 gals.).
 DQ0174
 DQ0174.The modeled gravity was interpolated from observed gravity values.
 DQ0174
 DQ0174;                    North         East    Units  Estimated Accuracy
 DQ0174;SPC TXNC     - 2,163,780.      190,300.      MT  (+/- 180 meters Scaled)
 DQ0174
 DQ0174                          SUPERSEDED SURVEY CONTROL
 DQ0174
 DQ0174  NGVD 29 (??/??/92) 1105.44   (m)         3626.8    (f) COMPUTED    2 0
 DQ0174
 DQ0174.Superseded values are not recommended for survey control.
 DQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0174.See file dsdata.txt to determine how the superseded data were derived.
 DQ0174
 DQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS970606(NAD 83)
 DQ0174_MARKER: DZ = AZIMUTH MARK DISK
 DQ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0174_STAMPING: GIBSON AZIMUTH 1934
 DQ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0174+STABILITY: SURFACE MOTION
 DQ0174
 DQ0174  HISTORY     - Date     Condition        Report By
 DQ0174  HISTORY     - 1934     MONUMENTED       CGS
 DQ0174
 DQ0174                          STATION DESCRIPTION
 DQ0174
 DQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0174'5.6 MI N FROM ALLRED.
 DQ0174'5.6 MILES NORTH ALONG THE ROAD LEADING TO PLAINS FROM THE POST OFFICE
 DQ0174'AT ALLRED, YOAKUM COUNTY, 11.0 MILES SOUTH-SOUTHWEST OF PLAINS, AT THE
 DQ0174'POINT WHERE SIX POPLAR TREES PARALLEL THE ROAD, 444 FEET WEST OF THE
 DQ0174'CENTERLINE OF THE MAIN ROAD, 94 FEET NORTH OF THE CENTERLINE OF A ROAD
 DQ0174'LEADING WEST, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 DQ0174'STANDARD AZIMUTH-MARK DISK, STAMPED GIBSON AZIMUTH 1934 AND SET IN THE
 DQ0174'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0694 ***********************************************************************
 CU0694  DESIGNATION -  MARK LAMESA AZ
 CU0694  PID         -  CU0694
 CU0694  STATE/COUNTY-  TX/DAWSON
 CU0694  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0694
 CU0694                         *CURRENT SURVEY CONTROL
 CU0694  ___________________________________________________________________
 CU0694* NAD 83(1986)-  32 43 11.     (N)    101 56 40.     (W)     SCALED    
 CU0694* NAVD 88     -       899.120  (meters)    2949.86   (feet)  ADJUSTED  
 CU0694  ___________________________________________________________________
 CU0694  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CU0694  DYNAMIC HT  -         897.920 (meters)    2945.93  (feet)  COMP
 CU0694  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 CU0694
 CU0694  VERT ORDER  -  SECOND    CLASS 0
 CU0694
 CU0694.The horizontal coordinates were scaled from a topographic map and have
 CU0694.an estimated accuracy of +/- 6 seconds.
 CU0694
 CU0694.The orthometric height was determined by differential leveling
 CU0694.and adjusted by the National Geodetic Survey in June 1991..
 CU0694
 CU0694.The geoid height was determined by GEOID03.
 CU0694
 CU0694.The dynamic height is computed by dividing the NAVD 88
 CU0694.geopotential number by the normal gravity value computed on the
 CU0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0694.degrees latitude (g = 980.6199 gals.).
 CU0694
 CU0694.The modeled gravity was interpolated from observed gravity values.
 CU0694
 CU0694;                    North         East    Units  Estimated Accuracy
 CU0694;SPC TXNC     - 2,122,070.      277,190.      MT  (+/- 180 meters Scaled)
 CU0694
 CU0694                          SUPERSEDED SURVEY CONTROL
 CU0694
 CU0694  NGVD 29 (??/??/92)  898.794  (m)         2948.79   (f) ADJ UNCH    2 0
 CU0694
 CU0694.Superseded values are not recommended for survey control.
 CU0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0694.See file dsdata.txt to determine how the superseded data were derived.
 CU0694
 CU0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB240240(NAD 83)
 CU0694_MARKER: DB = BENCH MARK DISK
 CU0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0694_STAMPING: LAMESA 1935
 CU0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0694+STABILITY: SURFACE MOTION
 CU0694
 CU0694  HISTORY     - Date     Condition        Report By
 CU0694  HISTORY     - 1935     MONUMENTED       CGS
 CU0694  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0694
 CU0694                          STATION DESCRIPTION
 CU0694
 CU0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0694'1.1 MI SE FROM LAMESA.
 CU0694'1.1 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE AT
 CU0694'LAMESA, 0.5 MILE SOUTH OF THE SITE OF A 1939 CCC CAMP, OPPOSITE THE
 CU0694'MONTE CARLO HOTEL AND CAFE, 45 FEET WEST OF THE CENTERLINE OF THE
 CU0694'HIGHWAY, 45 FEET NORTHEAST OF A FENCE CORNER, AND 10 FEET NORTHWEST OF
 CU0694'THE CENTERLINE OF A TRACK ROAD LEADING SOUTHWEST.  NOTE-- THE HIGHWAY
 CU0694'IS NOW A WIDE STREET IN THE EDGE OF THE COMMERCIAL AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0468 ***********************************************************************
 AZ0468  DESIGNATION -  MARK RM 1
 AZ0468  PID         -  AZ0468
 AZ0468  STATE/COUNTY-  TX/VAL VERDE
 AZ0468  USGS QUAD   -  MIERS RANCH (1972)
 AZ0468
 AZ0468                         *CURRENT SURVEY CONTROL
 AZ0468  ___________________________________________________________________
 AZ0468* NAD 83(1986)-  29 43 27.     (N)    100 48 47.     (W)     SCALED    
 AZ0468* NAVD 88     -       578.229  (meters)    1897.07   (feet)  ADJUSTED  
 AZ0468  ___________________________________________________________________
 AZ0468  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AZ0468  DYNAMIC HT  -         577.374 (meters)    1894.27  (feet)  COMP
 AZ0468  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 AZ0468
 AZ0468  VERT ORDER  -  FIRST     CLASS II
 AZ0468
 AZ0468.The horizontal coordinates were scaled from a topographic map and have
 AZ0468.an estimated accuracy of +/- 6 seconds.
 AZ0468
 AZ0468.The orthometric height was determined by differential leveling
 AZ0468.and adjusted by the National Geodetic Survey in June 1991..
 AZ0468
 AZ0468.The geoid height was determined by GEOID03.
 AZ0468
 AZ0468.The dynamic height is computed by dividing the NAVD 88
 AZ0468.geopotential number by the normal gravity value computed on the
 AZ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0468.degrees latitude (g = 980.6199 gals.).
 AZ0468
 AZ0468.The modeled gravity was interpolated from observed gravity values.
 AZ0468
 AZ0468;                    North         East    Units  Estimated Accuracy
 AZ0468;SPC TXSC     - 4,210,920.      424,610.      MT  (+/- 180 meters Scaled)
 AZ0468
 AZ0468                          SUPERSEDED SURVEY CONTROL
 AZ0468
 AZ0468.No superseded survey control is available for this station.
 AZ0468
 AZ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT246895(NAD 83)
 AZ0468_MARKER: DR = REFERENCE MARK DISK
 AZ0468_SETTING: 80 = SET IN A BOULDER
 AZ0468_SP_SET: BOULDER
 AZ0468_STAMPING: MARK NO 1 1918
 AZ0468_MARK LOGO: CGS   
 AZ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0468+STABILITY: SURFACE MOTION
 AZ0468
 AZ0468  HISTORY     - Date     Condition        Report By
 AZ0468  HISTORY     - 1918     MONUMENTED       CGS
 AZ0468  HISTORY     - 1981     GOOD             NGS
 AZ0468  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0468
 AZ0468                          STATION DESCRIPTION
 AZ0468
 AZ0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0468'37.0 KM (23.0 MI) NE FROM DEL RIO.
 AZ0468'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0468'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE 1.0
 AZ0468'KM (0.6 MI) NORTHEAST ALONG U.S. HIGHWAY 377, THENCE 0.3 KM (0.2 MI)
 AZ0468'SOUTHERLY ALONG A FIELD ROAD TO A RADIO TOWER, IN THE TOP CENTER OF A
 AZ0468'BOULDER, 15.3 METERS (50.2 FT) SOUTHWEST OF THE STATION MARK, 15.2
 AZ0468'METERS (49.9 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE AROUND
 AZ0468'THE RADIO TOWER AND 12.5 METERS (41.0 FT) WEST OF THE SOUTHWEST CORNER
 AZ0468'OF THE FENCE.
 AZ0468'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AZ0468
 AZ0468                          STATION RECOVERY (1999)
 AZ0468
 AZ0468'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0469 ***********************************************************************
 AZ0469  DESIGNATION -  MARK RM 2
 AZ0469  PID         -  AZ0469
 AZ0469  STATE/COUNTY-  TX/VAL VERDE
 AZ0469  USGS QUAD   -  MIERS RANCH (1972)
 AZ0469
 AZ0469                         *CURRENT SURVEY CONTROL
 AZ0469  ___________________________________________________________________
 AZ0469* NAD 83(1986)-  29 43 29.     (N)    100 48 47.     (W)     SCALED    
 AZ0469* NAVD 88     -       578.583  (meters)    1898.23   (feet)  ADJUSTED  
 AZ0469  ___________________________________________________________________
 AZ0469  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AZ0469  DYNAMIC HT  -         577.728 (meters)    1895.43  (feet)  COMP
 AZ0469  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 AZ0469
 AZ0469  VERT ORDER  -  FIRST     CLASS II
 AZ0469
 AZ0469.The horizontal coordinates were scaled from a topographic map and have
 AZ0469.an estimated accuracy of +/- 6 seconds.
 AZ0469
 AZ0469.The orthometric height was determined by differential leveling
 AZ0469.and adjusted by the National Geodetic Survey in June 1991..
 AZ0469
 AZ0469.The geoid height was determined by GEOID03.
 AZ0469
 AZ0469.The dynamic height is computed by dividing the NAVD 88
 AZ0469.geopotential number by the normal gravity value computed on the
 AZ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0469.degrees latitude (g = 980.6199 gals.).
 AZ0469
 AZ0469.The modeled gravity was interpolated from observed gravity values.
 AZ0469
 AZ0469;                    North         East    Units  Estimated Accuracy
 AZ0469;SPC TXSC     - 4,210,980.      424,610.      MT  (+/- 180 meters Scaled)
 AZ0469
 AZ0469                          SUPERSEDED SURVEY CONTROL
 AZ0469
 AZ0469.No superseded survey control is available for this station.
 AZ0469
 AZ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT246896(NAD 83)
 AZ0469_MARKER: DR = REFERENCE MARK DISK
 AZ0469_SETTING: 80 = SET IN A BOULDER
 AZ0469_SP_SET: BOULDER
 AZ0469_STAMPING: MARK NO 2 1943
 AZ0469_MARK LOGO: CGS   
 AZ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0469+STABILITY: SURFACE MOTION
 AZ0469
 AZ0469  HISTORY     - Date     Condition        Report By
 AZ0469  HISTORY     - 1943     MONUMENTED       CGS
 AZ0469  HISTORY     - 1981     GOOD             NGS
 AZ0469  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0469
 AZ0469                          STATION DESCRIPTION
 AZ0469
 AZ0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0469'37.0 KM (23.0 MI) NE FROM DEL RIO.
 AZ0469'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0469'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE 1.0
 AZ0469'KM (0.6 MI) NORTHEAST ALONG U.S. HIGHWAY 377, THENCE 0.3 KM (0.2 MI)
 AZ0469'SOUTHERLY ALONG A FIELD ROAD TO A RADIO TOWER, IN THE TOP CENTER OF A
 AZ0469'BOULDER, 16.1 METERS (52.8 FT) NORTH OF TRIANGULATION STATION MARK,
 AZ0469'15.0 METERS (49.2 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 AZ0469'FENCE AROUND THE RADIO TOWER AND 15.0 METERS (49.2 FT) NORTH-NORTHWEST
 AZ0469'OF THE NORTHEAST CORNER OF THE FENCE.
 AZ0469'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AZ0469
 AZ0469                          STATION RECOVERY (1999)
 AZ0469
 AZ0469'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1879 ***********************************************************************
 AY1879  DESIGNATION -  MARKET STREET EAST BASE 1953
 AY1879  PID         -  AY1879
 AY1879  STATE/COUNTY-  TX/BEXAR
 AY1879  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1879
 AY1879                         *CURRENT SURVEY CONTROL
 AY1879  ___________________________________________________________________
 AY1879* NAD 83(1993)-  29 25 22.26357(N)    098 29 15.11887(W)     ADJUSTED  
 AY1879* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 AY1879  ___________________________________________________________________
 AY1879  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AY1879  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AY1879
 AY1879  HORZ ORDER  -  SECOND
 AY1879
 AY1879.The horizontal coordinates were established by classical geodetic methods
 AY1879.and adjusted by the National Geodetic Survey in February 1996..
 AY1879
 AY1879.The orthometric height was scaled from a topographic map.
 AY1879
 AY1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1879
 AY1879.The geoid height was determined by GEOID03.
 AY1879
 AY1879;                    North         East     Units Scale Factor Converg.
 AY1879;SPC TXSC     - 4,176,269.485   649,722.737   MT  0.99986442   +0 15 03.8
 AY1879;SPC TXSC     -13,701,644.14  2,131,632.01   sFT  0.99986442   +0 15 03.8
 AY1879;UTM  14      - 3,254,944.573   549,710.092   MT  0.99963049   +0 15 06.3
 AY1879
 AY1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1879!SPC TXSC     -   0.99997304  x   0.99986442  =   0.99983746
 AY1879!UTM  14      -   0.99997304  x   0.99963049  =   0.99960354
 AY1879
 AY1879|---------------------------------------------------------------------|
 AY1879| PID    Reference Object                     Distance      Geod. Az  |
 AY1879|                                                           dddmmss.s |
 AY1879| AY1858 MARKET STREET WEST BASE 1953        279.813 METERS 28351     |
 AY1879| AY1887 NIX                                 365.204 METERS 32759     |
 AY1879|---------------------------------------------------------------------|
 AY1879
 AY1879                          SUPERSEDED SURVEY CONTROL
 AY1879
 AY1879  NAD 83(1986)-  29 25 22.26843(N)    098 29 15.10108(W) AD(       ) 2
 AY1879  NAD 27      -  29 25 21.42900(N)    098 29 14.03900(W) AD(       ) 2
 AY1879
 AY1879.Superseded values are not recommended for survey control.
 AY1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1879.See file dsdata.txt to determine how the superseded data were derived.
 AY1879
 AY1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4971054945(NAD 83)
 AY1879_MARKER: DS = TRIANGULATION STATION DISK
 AY1879_SETTING: 0 = UNSPECIFIED SETTING
 AY1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1879
 AY1879  HISTORY     - Date     Condition        Report By
 AY1879  HISTORY     - 1953     MONUMENTED       CGS
 AY1879  HISTORY     - 19950411 MARK NOT FOUND   USPSQD
 AY1879  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AY1879
 AY1879                          STATION DESCRIPTION
 AY1879
 AY1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1879'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF MARKET AND
 AY1879'SOUTH ALAMO STREETS IN SAN ANTONIO.
 AY1879'
 AY1879'THE STATION MARK, A STANDARD DISK SET IN A DRILL HOLE IN THE
 AY1879'SIDEWALK, STAMPED MARKET STREET EAST BASE 1953 IS 3 FEET WEST
 AY1879'OF THE WEST CURBING OF SOUTH ALAMO STREET AND 3 FEET SOUTH
 AY1879'OF THE SOUTH CURBING OF MARKET STREET.  THE MARK IS FLUSH
 AY1879'WITH THE SIDEWALK.
 AY1879
 AY1879                          STATION RECOVERY (1995)
 AY1879
 AY1879'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1879'MARK NOT FOUND.
 AY1879
 AY1879                          STATION RECOVERY (2004)
 AY1879
 AY1879'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY1879'HILTON HOTEL CONSTRUCTION INCLUDED A NEW SIDEWALK AROUND THEIR
 AY1879'COMPLEX, AND PROBABLY THE DESTRUCTION OF THIS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1858 ***********************************************************************
 AY1858  DESIGNATION -  MARKET STREET WEST BASE 1953
 AY1858  PID         -  AY1858
 AY1858  STATE/COUNTY-  TX/BEXAR
 AY1858  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1858
 AY1858                         *CURRENT SURVEY CONTROL
 AY1858  ___________________________________________________________________
 AY1858* NAD 83(1993)-  29 25 24.43999(N)    098 29 25.19740(W)     ADJUSTED  
 AY1858* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 AY1858  ___________________________________________________________________
 AY1858  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 AY1858  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY1858
 AY1858  HORZ ORDER  -  SECOND
 AY1858
 AY1858.The horizontal coordinates were established by classical geodetic methods
 AY1858.and adjusted by the National Geodetic Survey in February 1996..
 AY1858
 AY1858.The orthometric height was scaled from a topographic map.
 AY1858
 AY1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1858
 AY1858.The geoid height was determined by GEOID03.
 AY1858
 AY1858;                    North         East     Units Scale Factor Converg.
 AY1858;SPC TXSC     - 4,176,335.300   649,450.813   MT  0.99986443   +0 14 58.9
 AY1858;SPC TXSC     -13,701,860.06  2,130,739.88   sFT  0.99986443   +0 14 58.9
 AY1858;UTM  14      - 3,255,010.369   549,438.231   MT  0.99963016   +0 15 01.4
 AY1858
 AY1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1858!SPC TXSC     -   0.99997335  x   0.99986443  =   0.99983778
 AY1858!UTM  14      -   0.99997335  x   0.99963016  =   0.99960352
 AY1858
 AY1858                          SUPERSEDED SURVEY CONTROL
 AY1858
 AY1858  NAD 83(1986)-  29 25 24.44483(N)    098 29 25.17957(W) AD(       ) 2
 AY1858  NAD 27      -  29 25 23.60600(N)    098 29 24.11700(W) AD(       ) 2
 AY1858
 AY1858.Superseded values are not recommended for survey control.
 AY1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1858.See file dsdata.txt to determine how the superseded data were derived.
 AY1858
 AY1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4943855010(NAD 83)
 AY1858_MARKER: DS = TRIANGULATION STATION DISK
 AY1858_SETTING: 0 = UNSPECIFIED SETTING
 AY1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1858
 AY1858  HISTORY     - Date     Condition        Report By
 AY1858  HISTORY     - 1953     MONUMENTED       CGS
 AY1858  HISTORY     - 1957     MARK NOT FOUND   CGS
 AY1858  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY1858
 AY1858                          STATION DESCRIPTION
 AY1858
 AY1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1858'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF MARKET AND
 AY1858'NAVARRO STREETS IN SAN ANTONIO.
 AY1858'
 AY1858'THE STATION MARK, A STANDARD DISK SET IN A DRILL HOLE IN
 AY1858'THE SIDEWALK, STAMPED MARKET STREET WEST BASE 1953 IS 36 FEET
 AY1858'WEST OF THE WEST CURBING OF NAVARRO STREET AND 6 FEET SOUTH
 AY1858'OF THE SOUTH CURBING OF MARKET STREET.  THE MARK IS FLUSH
 AY1858'WITH THE SIDEWALK.
 AY1858
 AY1858                          STATION RECOVERY (1957)
 AY1858
 AY1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (MLF)
 AY1858'THIS STATION WAS DESTROYED SOMETIME DURING THE EARLY PART
 AY1858'OF NOVEMBER 1956.
 AY1858'
 AY1858'AN OLD BUILDING ON THE CORNER OF W. MARKET AND NAVARRO HAS
 AY1858'BEEN RECONDITIONED AND IN SO DOING THE SIDE WALK SLAB WAS
 AY1858'REMOVED.  I TALKED TO THE CONTRACTORS SUPERINTENDENT AND HE
 AY1858'RECALLS THE STATION MARK, BUT SAYS IT WAS HAULED AWAY WITH
 AY1858'THE BROKEN PARTS OF THE WALK SLAB.  THE OLD BUILDING HAS
 AY1858'BEEN NAMED TEXAS CONTINENTAL LIFE INSURANCE BUILDING
 AY1858'
 AY1858'THE ADDRESS IS 404 W. MARKET ST. SAN ANTONIO, TEXAS.
 AY1858
 AY1858                          STATION RECOVERY (1995)
 AY1858
 AY1858'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2682 ***********************************************************************
 AX2682  DESIGNATION -  MARKHAM
 AX2682  PID         -  AX2682
 AX2682  STATE/COUNTY-  TX/MATAGORDA
 AX2682  USGS QUAD   -  LANE CITY SE (1980)
 AX2682
 AX2682                         *CURRENT SURVEY CONTROL
 AX2682  ___________________________________________________________________
 AX2682* NAD 83(1993)-  29 01 50.73939(N)    096 04 40.27111(W)     ADJUSTED  
 AX2682* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 AX2682  ___________________________________________________________________
 AX2682  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AX2682  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AX2682
 AX2682  HORZ ORDER  -  FIRST
 AX2682
 AX2682.The horizontal coordinates were established by classical geodetic methods
 AX2682.and adjusted by the National Geodetic Survey in February 1996..
 AX2682
 AX2682.The orthometric height was scaled from a topographic map.
 AX2682
 AX2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2682
 AX2682.The geoid height was determined by GEOID03.
 AX2682
 AX2682;                    North         East     Units Scale Factor Converg.
 AX2682;SPC TXSC     - 4,136,262.733   884,581.907   MT  0.99987724   +1 25 53.7
 AX2682;SPC TXSC     -13,570,388.65  2,902,165.81   sFT  0.99987724   +1 25 53.7
 AX2682;UTM  14      - 3,214,917.496   784,598.340   MT  1.00059963   +1 25 08.4
 AX2682;UTM  15      - 3,215,303.370   200,229.305   MT  1.00070907   -1 29 41.0
 AX2682
 AX2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2682!SPC TXSC     -   1.00000095  x   0.99987724  =   0.99987819
 AX2682!UTM  14      -   1.00000095  x   1.00059963  =   1.00060058
 AX2682!UTM  15      -   1.00000095  x   1.00070907  =   1.00071002
 AX2682
 AX2682|---------------------------------------------------------------------|
 AX2682| PID    Reference Object                     Distance      Geod. Az  |
 AX2682|                                                           dddmmss.s |
 AX2682| CV6549 MARKHAM RM 1                         39.136 METERS 05107     |
 AX2682| AM0533 BAY CITY MUNICIPAL TANK             APPROX.12.1 KM 1161804.2 |
 AX2682| CV6550 MARKHAM RM 2                         36.732 METERS 15017     |
 AX2682| CV6548 MARKHAM AZ MK                                      1502644.7 |
 AX2682| AX2688 EL CAMPO RICE MILLING CO TANK       APPROX.26.1 KM 3151025.8 |
 AX2682|---------------------------------------------------------------------|
 AX2682
 AX2682                          SUPERSEDED SURVEY CONTROL
 AX2682
 AX2682  NAD 83(1986)-  29 01 50.74710(N)    096 04 40.25525(W) AD(       ) 1
 AX2682  NAD 27      -  29 01 49.82600(N)    096 04 39.40200(W) AD(       ) 1
 AX2682
 AX2682.Superseded values are not recommended for survey control.
 AX2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2682.See file dsdata.txt to determine how the superseded data were derived.
 AX2682
 AX2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8459814917(NAD 83)
 AX2682_MARKER: DS = TRIANGULATION STATION DISK
 AX2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2682
 AX2682  HISTORY     - Date     Condition        Report By
 AX2682  HISTORY     - 1935     MONUMENTED       CGS
 AX2682  HISTORY     - 1937     GOOD             TXHD
 AX2682
 AX2682                          STATION DESCRIPTION
 AX2682
 AX2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX2682'STATION IS ABOUT 8 MILES NW OF BAY CITY AND 5 MILES N OF
 AX2682'MARKHAM, ON LAND OWNED BY THE NORTHERN IRRIGATION COMPANY,
 AX2682'WISCONSIN.  THE MARK IS SET IN AN OLD DIKE ON THE SE SIDE
 AX2682'OF AN OLD RICE CANAL, 1 FOOT NE OF THE FENCE LINE, 21 FEET
 AX2682'SW OF THE CENTER LINE OF THE ROAD, 18 FEET NW OF A FENCE
 AX2682'CORNER.  THE MARK PROJECTS 4 INCHES.
 AX2682'
 AX2682'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AX2682'BRONZE DISKS SET IN CONCRETE.
 AX2682'
 AX2682'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE SAME DIKE
 AX2682'AS THE STATION, 106 FEET NE OF THE CENTER LINE OF THE ROAD
 AX2682'AND PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS SE OF THE
 AX2682'STATION, 1 FOOT NE OF THE FENCE LINE, 20 FEET SW OF THE
 AX2682'CENTER LINE OF THE ROAD AND PROJECTS 6 INCHES.
 AX2682'
 AX2682'AZIMUTH MARK IS SE OF THE STATION, 1 FOOT NE OF THE FENCE
 AX2682'LINE, 20 FEET SW OF THE CENTER LINE OF THE ROAD AND PROJECTS
 AX2682'8 INCHES.
 AX2682'
 AX2682'TO REACH STATION FROM BAY CITY, GO W ON T-35, 6.2 MILES,
 AX2682'THENCE N ON PAVED ROAD 0.5 MILE TO RAILROAD STATION AT MARKHAM,
 AX2682'CONTINUE NW ON CONCRETE 0.55 MILE TO A STREET TO THE RIGHT,
 AX2682'NE, JUST S OF SUBSTATION, THENCE NE 0.3 MILE, THENCE LEFT,
 AX2682'NW AND N, KEEPING MAIN FORWARD GRADED ROAD 4.5 MILES TO
 AX2682'STATION ON THE LEFT.
 AX2682'
 AX2682'A 100-FOOT TOWER WAS USED.
 AX2682'
 AX2682'ALL LIGHTS COME INTO VIEW AT 100 FEET.
 AX2682
 AX2682                          STATION RECOVERY (1937)
 AX2682
 AX2682'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AX2682'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1116 ***********************************************************************
 DN1116  DESIGNATION -  MARKHAM
 DN1116  PID         -  DN1116
 DN1116  STATE/COUNTY-  TX/COLLIN
 DN1116  USGS QUAD   -  FARMERSVILLE (1962)
 DN1116
 DN1116                         *CURRENT SURVEY CONTROL
 DN1116  ___________________________________________________________________
 DN1116* NAD 83(1993)-  33 08 52.90879(N)    096 20 01.28868(W)     ADJUSTED  
 DN1116* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 DN1116  ___________________________________________________________________
 DN1116  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DN1116  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN1116
 DN1116  HORZ ORDER  -  FIRST
 DN1116
 DN1116.The horizontal coordinates were established by classical geodetic methods
 DN1116.and adjusted by the National Geodetic Survey in February 1996..
 DN1116
 DN1116.The orthometric height was scaled from a topographic map.
 DN1116
 DN1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1116
 DN1116.The geoid height was determined by GEOID03.
 DN1116
 DN1116;                    North         East     Units Scale Factor Converg.
 DN1116;SPC TXNC     - 2,166,351.731   802,069.986   MT  0.99987403   +1 10 53.4
 DN1116;SPC TXNC     - 7,107,438.97  2,631,457.95   sFT  0.99987403   +1 10 53.4
 DN1116;UTM  14      - 3,670,863.316   748,695.051   MT  1.00036264   +1 27 31.3
 DN1116
 DN1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1116!SPC TXNC     -   0.99997181  x   0.99987403  =   0.99984585
 DN1116!UTM  14      -   0.99997181  x   1.00036264  =   1.00033444
 DN1116
 DN1116:                Primary Azimuth Mark                     Grid Az
 DN1116:SPC TXNC     -  MARKHAM AZ MK                            098 52 55.4
 DN1116:UTM  14      -  MARKHAM AZ MK                            098 36 17.5
 DN1116
 DN1116|---------------------------------------------------------------------|
 DN1116| PID    Reference Object                     Distance      Geod. Az  |
 DN1116|                                                           dddmmss.s |
 DN1116| CY1576 MARKHAM AZ MK                                      1000348.8 |
 DN1116| CY1577 MARKHAM RM 1                         80.208 METERS 21812     |
 DN1116| CY1578 MARKHAM RM 2                         42.093 METERS 26722     |
 DN1116| DN1114 FARMERSVILLE MUN STANDPIPE          APPROX. 3.2 KM 3034700.6 |
 DN1116|---------------------------------------------------------------------|
 DN1116
 DN1116                          SUPERSEDED SURVEY CONTROL
 DN1116
 DN1116  NAD 83(1993)-  33 08 52.91193(N)    096 20 01.28262(W) AD(       ) 1
 DN1116  NAD 83(1986)-  33 08 52.91576(N)    096 20 01.27547(W) AD(       ) 1
 DN1116  NAD 27      -  33 08 52.49800(N)    096 20 00.34100(W) AD(       ) 1
 DN1116
 DN1116.Superseded values are not recommended for survey control.
 DN1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1116.See file dsdata.txt to determine how the superseded data were derived.
 DN1116
 DN1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4869570863(NAD 83)
 DN1116_MARKER: DS = TRIANGULATION STATION DISK
 DN1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1116
 DN1116  HISTORY     - Date     Condition        Report By
 DN1116  HISTORY     - 1935     MONUMENTED       CGS
 DN1116  HISTORY     - 1937     GOOD             TXHD
 DN1116  HISTORY     - 1938     GOOD             TXGS
 DN1116  HISTORY     - 1950     GOOD             CGS
 DN1116  HISTORY     - 1957     GOOD             CGS
 DN1116  HISTORY     - 19940711 GOOD             USPSQD
 DN1116
 DN1116                          STATION DESCRIPTION
 DN1116
 DN1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1116'STATION IS ABOUT 2 MILES SE OF FARMERSVILLE, 5 MILES W OF FLOYD,
 DN1116'ON LAND OWNED BY MR. MARKHAM, OF SHERMAN AND OCCUPIED BY MR.
 DN1116'ALLSBROOK.  IT IS ABOUT 0.3 MILE DUE W OF MR. MARKHAMS HOUSE.
 DN1116'6 FEET S OF HEDGE TREE FENCE WHICH MARKS N PROPERTY LINE,
 DN1116'27 FEET W OF FENCE CORNER.  THE MARK PROJECTS 5 INCHES.
 DN1116'
 DN1116'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1116'BRONZE DISKS SET IN CONCRETE.
 DN1116'
 DN1116'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1 FOOT E OF N AND S
 DN1116'FENCE LINE.  MARK PROJECTS 2 INCHES.
 DN1116'
 DN1116'REFERENCE MARK NO. 2 IS W OF THE STATION, 12 FEET S OF HEDGE
 DN1116'TREE FENCE LINE AND 1 FOOT E OF N AND S (BARBED-WIRE) FENCE
 DN1116'LINE.  THE MARK IS FLUSH WITH THE GROUND.
 DN1116'
 DN1116'AZIMUTH MARK IS E OF THE STATION AT E EDGE OF COTTON FIELD,
 DN1116'150 FEET SSW OF MR. MARKHAMS HOUSE, 60 FEET SSW OF COW SHED,
 DN1116'10 FEET S OF GATE OPENING IN HEDGE TREE FENCE, 4 FEET W OF
 DN1116'HEDGE FENCE LINE.  MARK PROJECTS 8 INCHES.
 DN1116'
 DN1116'STATION REACHED FROM THE MAIN INTERSECTION IN FARMERSVILLE
 DN1116'BY GOING S 0.5 MILE ON STATE HIGHWAY 24, THEN E ON STATE
 DN1116'HIGHWAY 24, 2.1 MILES TO T-INTERSECTION, THENCE S ON DIRT
 DN1116'ROAD, 0.5 MILE TO T-INTERSECTION, TURN E 0.35 MILE TO MR.
 DN1116'MARKHAMS HOUSE, THENCE TURN LEFT (S) ON DIM ROAD, GO 0.15
 DN1116'MILE TO TURN RIGHT, TURN RIGHT ACROSS FIELD AND GO 0.3 MILE TO
 DN1116'FENCE.  TURN RIGHT (N) AT FENCE AND GO 0.15 MILE TO E AND W
 DN1116'HEDGE TREE FENCE, THENCE ABOUT 140 FEET E OF THE STATION.
 DN1116'
 DN1116'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 DN1116
 DN1116                          STATION RECOVERY (1937)
 DN1116
 DN1116'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1116'STATION AND REFERENCE MARKS NO. 1 RECOVERED IN GOOD CONDITION.
 DN1116'THE FOLLOWING CHANGES IN DESCRIPTION TO BE MADE.  THE LINE
 DN1116'27 FEET W OF FENCE CORNER, SHOULD READ 132 FEET E OF FENCE
 DN1116'CORNER.  ALSO THE READING TURN E 0.35 MILE TO MR. MARKHAMS
 DN1116'HOUSE, SHOULD BE TURN W 0.25 MILE TO MR. MARKHAMS HOUSE.
 DN1116'NO ATTEMPT MADE TO RECOVER REFERENCE MARK NO. 2 AND AZIMUTH
 DN1116'MARK.
 DN1116
 DN1116                          STATION RECOVERY (1938)
 DN1116
 DN1116'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1116'STATION RECOVERED IN GOOD CONDITION.
 DN1116
 DN1116                          STATION RECOVERY (1950)
 DN1116
 DN1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DN1116'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935,
 DN1116'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS
 DN1116'FOUND IN THE DIRECTION TO ALL REFERENCE MARKS, AND A DIFFERENCE
 DN1116'IN THE DISTANCE TO R.M. NO. 1.  A COMPLETE NEW DESCRIPTION
 DN1116'FOLLOWS.
 DN1116'
 DN1116'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF FARMERSVILLE,
 DN1116'ABOUT 0.3 MILE WEST OF A SMALL FARMHOUSE, ABOUT 0.15 MILE
 DN1116'WEST OF FARM ROAD 547, IN AN OLD LANE, AT THE SOUTH EDGE OF
 DN1116'A HEDGEROW.  IT IS 32 FEET NORTH OF A FENCELINE, AND 22 FEET
 DN1116'SOUTH OF ANOTHER FENCELINE.  THE DISK IS STAMPED MARKHAM 1935
 DN1116'AND PROJECTS 8 INCHES.
 DN1116'
 DN1116'REFERENCE MARK NO. 1 IS 6 FEET WEST OF A NORTH-SOUTH FENCELINE.
 DN1116'THE DISK IS STAMPED MARKHAM NO 1 1935 AND PROJECTS 3 INCHES.
 DN1116'
 DN1116'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF A T FENCE CORNER, AND
 DN1116'4 FEET WEST OF THE NORTH-SOUTH FENCELINE.  THE DISK IS STAMPED
 DN1116'MARKHAM NO 2 1935 AND PROJECTS 6 INCHES.
 DN1116'
 DN1116'THE AZIMUTH MARK IS ABOUT 40 YARDS SOUTHEAST OF THE SMALL
 DN1116'FARM HOUSE, 68 YARDS SOUTH OF THE CENTERLINE OF AN EAST-WEST
 DN1116'DIRT ROAD, 32 FEET SOUTHEAST OF A FENCE CORNER, AND 15 FEET EAST
 DN1116'OF THE CENTERLINE OF A TRACK ROAD.  THE DISK IS STAMPED
 DN1116'MARKHAM 1935 AZIMUTH, AND PROJECTS 1 FOOT.
 DN1116'
 DN1116'TO REACH THE STATION FROM THE UNDERPASS, AT THE SOUTH EDGE
 DN1116'OF FARMERSVILLE, GO EAST ON HIGHWAY 24, FOR 1.65 MILES TO THE
 DN1116'JUNCTION OF FARM ROAD 547.  TURN SOUTH, ON 547, AND GO 0.55
 DN1116'MILE TO A LANE ON THE RIGHT.  TURN RIGHT AND GO 0.15 MILE TO
 DN1116'THE STATION AS DESCRIBED.
 DN1116'
 DN1116'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST- FOR 0.3
 DN1116'MILE TO A FARM LANE AT THE EAST SIDE OF A FARM HOUSE.  TURN
 DN1116'RIGHT AND GO 68 YARDS TO THE MARK ON THE LEFT AS DESCRIBED.
 DN1116'
 DN1116'HEIGHT OF LIGHT 22 METERS
 DN1116
 DN1116                          STATION RECOVERY (1957)
 DN1116
 DN1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1116'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 DN1116'CONDITION AS DESCRIBED.  COULD NOT LOCATE REFERENCE MARK
 DN1116'NO. 1.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1116
 DN1116                          STATION RECOVERY (1994)
 DN1116
 DN1116'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1486 ***********************************************************************
 DN1486  DESIGNATION -  MARLETT
 DN1486  PID         -  DN1486
 DN1486  STATE/COUNTY-  TX/DENTON
 DN1486  USGS QUAD   -  ERA (1978)
 DN1486
 DN1486                         *CURRENT SURVEY CONTROL
 DN1486  ___________________________________________________________________
 DN1486* NAD 83(1993)-  33 24 45.34579(N)    097 21 48.08493(W)     ADJUSTED  
 DN1486* NAVD 88     -       279.0    (meters)     915.     (feet)  VERTCON   
 DN1486  ___________________________________________________________________
 DN1486  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 DN1486  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DN1486
 DN1486  HORZ ORDER  -  THIRD
 DN1486
 DN1486.The horizontal coordinates were established by classical geodetic methods
 DN1486.and adjusted by the National Geodetic Survey in February 1996..
 DN1486
 DN1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1486
 DN1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1486
 DN1486.The geoid height was determined by GEOID03.
 DN1486
 DN1486;                    North         East     Units Scale Factor Converg.
 DN1486;SPC TXNC     - 2,194,179.484   705,712.351   MT  0.99989240   +0 37 11.7
 DN1486;SPC TXNC     - 7,198,737.19  2,315,324.60   sFT  0.99989240   +0 37 11.7
 DN1486;UTM  14      - 3,698,225.970   652,181.017   MT  0.99988553   +0 54 05.1
 DN1486
 DN1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1486!SPC TXNC     -   0.99996032  x   0.99989240  =   0.99985272
 DN1486!UTM  14      -   0.99996032  x   0.99988553  =   0.99984585
 DN1486
 DN1486                          SUPERSEDED SURVEY CONTROL
 DN1486
 DN1486  NAD 83(1993)-  33 24 45.34721(N)    097 21 48.07689(W) AD(       ) 3
 DN1486  NAD 83(1986)-  33 24 45.34958(N)    097 21 48.07529(W) AD(       ) 3
 DN1486  NGVD 29 (07/26/91)  278.9    (m)          915.     (f) VERT ANG       
 DN1486
 DN1486.Superseded values are not recommended for survey control.
 DN1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1486.See file dsdata.txt to determine how the superseded data were derived.
 DN1486
 DN1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5218198226(NAD 83)
 DN1486_MARKER: DS = TRIANGULATION STATION DISK
 DN1486_SETTING: 0 = UNSPECIFIED SETTING
 DN1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1486
 DN1486  HISTORY     - Date     Condition        Report By
 DN1486  HISTORY     - 1958     MONUMENTED       USGS
 DN1486  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 DN1486
 DN1486                          STATION DESCRIPTION
 DN1486
 DN1486'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1486'STATION IS LOCATED IN DENTON COUNTY, TEXAS.  ABOUT 6 MI. (AIRLINE) S.
 DN1486'AND 4 MI. W. OF THE COMMUNITY OF ERA, COOKE COUNTY, TEXAS, ABOUT 4
 DN1486'MI. N. AND 1.5 MI. E. OF THE COMMUNITY OF SLIDELL, WISE COUNTY, AND
 DN1486'ABOUT 1.5 MI. SW. OF THE DENTON CREEK CROSSING OF STATE HIGHWAY 51.
 DN1486'ON THE TOP OF A GRASSY HILL SE. OF THE HIGHWAY.
 DN1486'
 DN1486'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 455 AND STATE
 DN1486'HIGHWAY 51 1.5 MI. NW. OF SLIDELL, PROCEED NE. 4.0 MI. ON STATE
 DN1486'HIGHWAY 51 TO GATE ON RIGHT.  PASS THROUGH GATE AND GO 0.1 MI. NE.
 DN1486'TO TOP OF HILL AND STATION, 203 FT. SE. OF THE CENTERLINE OF HIGHWAY
 DN1486'AND 425 FT. NE. OF THE GATE.
 DN1486'
 DN1486'STATION MARK--STANDARD USGS TABLET IN A CONCRETE POST PROJECTING 0.3
 DN1486'FT., STAMPED---MARLETT - ET 1958---.
 DN1486
 DN1486                          STATION RECOVERY (1995)
 DN1486
 DN1486'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0679 ***********************************************************************
 BN0679  DESIGNATION -  MARLEY
 BN0679  PID         -  BN0679
 BN0679  STATE/COUNTY-  TX/SAN SABA
 BN0679  USGS QUAD   -  INDIAN HILLS (1956)
 BN0679
 BN0679                         *CURRENT SURVEY CONTROL
 BN0679  ___________________________________________________________________
 BN0679* NAD 83(1993)-  30 57 57.44023(N)    098 32 28.59162(W)     ADJUSTED  
 BN0679* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 BN0679  ___________________________________________________________________
 BN0679  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 BN0679  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 BN0679
 BN0679  HORZ ORDER  -  SECOND
 BN0679
 BN0679.The horizontal coordinates were established by classical geodetic methods
 BN0679.and adjusted by the National Geodetic Survey in February 1996..
 BN0679
 BN0679.The orthometric height was scaled from a topographic map.
 BN0679
 BN0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0679
 BN0679.The geoid height was determined by GEOID03.
 BN0679
 BN0679;                    North         East     Units Scale Factor Converg.
 BN0679;SPC TX C     - 3,145,411.443   871,182.321   MT  0.99988193   +0 55 22.9
 BN0679;SPC TX C     -10,319,570.71  2,858,204.00   sFT  0.99988193   +0 55 22.9
 BN0679;UTM  14      - 3,425,919.206   543,808.398   MT  0.99962367   +0 14 09.7
 BN0679
 BN0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0679!SPC TX C     -   0.99993106  x   0.99988193  =   0.99981300
 BN0679!UTM  14      -   0.99993106  x   0.99962367  =   0.99955476
 BN0679
 BN0679|---------------------------------------------------------------------|
 BN0679| PID    Reference Object                     Distance      Geod. Az  |
 BN0679|                                                           dddmmss.s |
 BN0679| CV4722 MARLEY RM 1                          13.713 METERS 12423     |
 BN0679| CV4723 MARLEY RM 2                          23.000 METERS 26356     |
 BN0679| CV4721 MARLEY AZ MK                                       3462447.2 |
 BN0679|---------------------------------------------------------------------|
 BN0679
 BN0679                          SUPERSEDED SURVEY CONTROL
 BN0679
 BN0679  NAD 83(1986)-  30 57 57.45109(N)    098 32 28.57736(W) AD(       ) 2
 BN0679  NAD 27      -  30 57 56.83000(N)    098 32 27.44800(W) AD(       ) 2
 BN0679
 BN0679.Superseded values are not recommended for survey control.
 BN0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0679.See file dsdata.txt to determine how the superseded data were derived.
 BN0679
 BN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV4380825919(NAD 83)
 BN0679_MARKER: DS = TRIANGULATION STATION DISK
 BN0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0679
 BN0679  HISTORY     - Date     Condition        Report By
 BN0679  HISTORY     - 1935     MONUMENTED       CGS
 BN0679  HISTORY     - 1937     GOOD             TXHD
 BN0679  HISTORY     - 1956     GOOD             USGS
 BN0679
 BN0679                          STATION DESCRIPTION
 BN0679
 BN0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0679'STATION IS ON LAND OF N.A. PERRY, ABOUT 11 MILES E OF CHEROKEE,
 BN0679'19-1/2 MILES SE OF SAN SABA, AND ABOUT 1 MILE NW OF THE PERRY
 BN0679'HOUSE.
 BN0679'
 BN0679'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BN0679'DISKS SET IN CONCRETE.
 BN0679'
 BN0679'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL-HOLE
 BN0679'IN OUTCROPPING BEDROCK.
 BN0679'
 BN0679'REFERENCE MARK NO. 1 IS SE OF THE STATION, AND PROJECTS 4
 BN0679'INCHES.
 BN0679'
 BN0679'REFERENCE MARK NO. 2 IS W OF THE STATION, AND PROJECTS 5 INCHES.
 BN0679'
 BN0679'AZIMUTH MARK IS 0.6 MILE N BY W OF STATION.
 BN0679'
 BN0679'TO REACH AZIMUTH MARK--GO 0.1 MILE DOWN HILL TO ROAD, TURN
 BN0679'RIGHT, GO 0.5 MILE TO WHERE ROAD TURNS LEFT.  CONTINUE STRAIGHT
 BN0679'ACROSS FIELD FOR 0.1 MILE TO MARK ON TOP OF SMALL KNOLL.
 BN0679'
 BN0679'TO REACH STATION FROM THE METHODIST CHURCH IN CHEROKEE--GO
 BN0679'E ON ROAD ON N SIDE OF CHURCH FOR 3.6 MILES.  TAKE RIGHT FORK
 BN0679'ACROSS CREEK, GO 1.7 MILES, TAKE MAIN ROAD LEFT, GO 4.0 MILES,
 BN0679'PASS THROUGH BUMP GATE, MAKE SHARP RIGHT REVERSE TURN, PASS
 BN0679'THROUGH ANOTHER BUMP GATE, GO 1.95 MILES, TAKE RIGHT FORK,
 BN0679'ARROW BOYETTS RANCH 1/2 MILE.  GO 0.25 MILE, PASS THROUGH
 BN0679'BUMP GATE, GO 0.3 MILE, PASS HOUSE ON LEFT, TAKE LEFT FORK
 BN0679'ACROSS FIELD, GO 0.2 MILE TO GATE MARKED N.A. PERRY, PASS
 BN0679'THROUGH GATE AND GO 1.6 MILES, TAKE MAIN ROAD RIGHT, GO 0.65
 BN0679'MILE, TURN LEFT, GO 0.1 MILE ACROSS FIELD UP HILL TO STATION
 BN0679'ON TOP OF KNOLL.
 BN0679'
 BN0679'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 BN0679
 BN0679                          STATION RECOVERY (1937)
 BN0679
 BN0679'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0679'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BN0679
 BN0679                          STATION RECOVERY (1956)
 BN0679
 BN0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BN0679'ALL MARKS FOUND IN GOOD CONDITION.  DIRECTIONS TO STATION
 BN0679'ARE OBSOLETE.  TO REACH STATION FROM CHEROKEE GO EAST ON
 BN0679'FARM TO MARKET ROAD 501 FOR 3.2 MI. TO END OF PAVEMENT.  CONTINUE
 BN0679'EAST ON GRADED AND GRAVELED ROAD FOR 2.0 MI. TO A ROAD FORK
 BN0679'AT SUMMIT IN SADDLE.  TAKE THE RIGHT HAND ROAD (GRADED, GRAVELED,
 BN0679'AND PRIVATE) AND GO E-SE 5.1 MI. TO A ROAD FORK.  CONTINUE
 BN0679'ON LEFT HAND ROAD E-SE 1.1 MI. TO BUMPER GATE ENTRANCE TO JOHN
 BN0679'ALEXANDER RANCH RESIDENCE ON LEFT.  ENTER BUMPER GATE AND
 BN0679'FOLLOW TRACK ROAD PAST FRONT OF ALEXANDER RESIDENCE AND NW
 BN0679'FOR 1.1 MI. TO SUMMIT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1404 ***********************************************************************
 BZ1404  DESIGNATION -  MARLIN
 BZ1404  PID         -  BZ1404
 BZ1404  STATE/COUNTY-  TX/FALLS
 BZ1404  USGS QUAD   -  MARLIN (1978)
 BZ1404
 BZ1404                         *CURRENT SURVEY CONTROL
 BZ1404  ___________________________________________________________________
 BZ1404* NAD 83(1993)-  31 18 53.81139(N)    096 52 54.83002(W)     ADJUSTED  
 BZ1404* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 BZ1404  ___________________________________________________________________
 BZ1404  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 BZ1404  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BZ1404
 BZ1404  HORZ ORDER  -  FIRST
 BZ1404
 BZ1404.The horizontal coordinates were established by classical geodetic methods
 BZ1404.and adjusted by the National Geodetic Survey in February 1996..
 BZ1404
 BZ1404.The orthometric height was scaled from a topographic map.
 BZ1404
 BZ1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1404
 BZ1404.The geoid height was determined by GEOID03.
 BZ1404
 BZ1404;                    North         East     Units Scale Factor Converg.
 BZ1404;SPC TX C     - 3,187,817.346 1,028,451.883   MT  0.99989666   +1 46 39.7
 BZ1404;SPC TX C     -10,458,697.41  3,374,179.22   sFT  0.99989666   +1 46 39.7
 BZ1404;UTM  14      - 3,466,443.809   701,560.572   MT  1.00010113   +1 06 04.5
 BZ1404
 BZ1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1404!SPC TX C     -   0.99998365  x   0.99989666  =   0.99988031
 BZ1404!UTM  14      -   0.99998365  x   1.00010113  =   1.00008477
 BZ1404
 BZ1404|---------------------------------------------------------------------|
 BZ1404| PID    Reference Object                     Distance      Geod. Az  |
 BZ1404|                                                           dddmmss.s |
 BZ1404| CV7937 MARLIN RM 1                          22.762 METERS 11711     |
 BZ1404| CV7936 MARLIN AZ MK                                       1813319.7 |
 BZ1404| CV7938 MARLIN RM 2                          32.876 METERS 21146     |
 BZ1404| BZ1306 LOTT CITY WATER TANK                APPROX.18.9 KM 2303145.1 |
 BZ1404| BZ1407 PERRY METHODIST CHURCH SPIRE        APPROX.13.3 KM 3561333.3 |
 BZ1404|---------------------------------------------------------------------|
 BZ1404
 BZ1404                          SUPERSEDED SURVEY CONTROL
 BZ1404
 BZ1404  NAD 83(1986)-  31 18 53.82222(N)    096 52 54.81346(W) AD(       ) 1
 BZ1404  NAD 27      -  31 18 53.18100(N)    096 52 53.84800(W) AD(       ) 1
 BZ1404
 BZ1404.Superseded values are not recommended for survey control.
 BZ1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1404.See file dsdata.txt to determine how the superseded data were derived.
 BZ1404
 BZ1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV0156166444(NAD 83)
 BZ1404_MARKER: DS = TRIANGULATION STATION DISK
 BZ1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1404
 BZ1404  HISTORY     - Date     Condition        Report By
 BZ1404  HISTORY     - 1943     MONUMENTED       CGS
 BZ1404  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1404
 BZ1404                          STATION DESCRIPTION
 BZ1404
 BZ1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1404'STATION IS LOCATED ABOUT 1 MILE E OF THE CENTER OF THE TOWN OF
 BZ1404'MARLIN JUST SW OF THE WATER SUPPLY TANK.  STATION IS 20 PACES
 BZ1404'E OF THE SW FENCE CORNER, 20 PACES W OF THE FENCE CORNER OF THE
 BZ1404'FENCE AROUND THE TANK, 53 PACES NNE OF THE CENTER LINE OF WABASH
 BZ1404'AND FOSTER STREETS AT THEIR INTERSECTIONS, AND 104.5 FEET SW
 BZ1404'OF THE CENTER OF THE TANK.  MARK IS STAMPED MARLIN 1943 AND
 BZ1404'PROJECTS ABOUT 3 INCHES.
 BZ1404'
 BZ1404'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1404'DISKS SET IN CONCRETE.
 BZ1404'
 BZ1404'REFERENCE MARK NO. 1 IS 4 PACES E OF A FENCE CORNER AND 21
 BZ1404'PACES S OF THE FENCE CORNER OF THE FENCE AROUND THE TANK.  MARK
 BZ1404'IS STAMPED MARLIN NO. 1 1943 AND PROJECTS ABOUT 3 INCHES.
 BZ1404'
 BZ1404'REFERENCE MARK NO. 2 IS 24 PACES NW OF THE INTERSECTION OF
 BZ1404'THE CENTER LINES OF WABASH AND FOSTER STREETS AND 7 PACES N OF
 BZ1404'A FENCE CORNER.  MARK IS STAMPED MARLIN NO. 2 1943.
 BZ1404'
 BZ1404'AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION AT THE
 BZ1404'INTERSECTION OF GIFTS AND EDDINS STREETS.  MARK IS 12 PACES W
 BZ1404'OF THE CENTER LINE OF EDDINS STREET AND 6 PACES S OF THE CENTER
 BZ1404'LINE OF GIFTS STREET IN A FENCE LINE.  MARK IS STAMPED MARLIN 1943
 BZ1404'AND PROJECTS ABOUT 4 INCHES.
 BZ1404'
 BZ1404'TO REACH THE STATION FROM THE SE CORNER OF COURTHOUSE SQUARE
 BZ1404'GO E ON THE MAIN STREET FOR 1.0 MILE TO EDDINS STREET, TURN
 BZ1404'LEFT AND GO 0.3 MILE TO A JOG IN THE ROAD, THEN CONTINUE
 BZ1404'STRAIGHT AHEAD ON WABASH STREET FOR 0.2 MILE TO THE END OF
 BZ1404'THE STREET AND THE STATION BY THE TANK.
 BZ1404'
 BZ1404'TO REACH THE AZIMUTH FROM THE STATION GO S ON WABASH AND EDDINS
 BZ1404'STREETS FOR 0.25 MILE TO GIFTS STREET ON THE RIGHT AND THE AZIMUTH
 BZ1404'MARK ON THE RIGHT.
 BZ1404'
 BZ1404'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BZ1404
 BZ1404                          STATION RECOVERY (2001)
 BZ1404
 BZ1404'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ1404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1405 ***********************************************************************
 BZ1405  DESIGNATION -  MARLIN WATER TANK
 BZ1405  PID         -  BZ1405
 BZ1405  STATE/COUNTY-  TX/FALLS
 BZ1405  USGS QUAD   -  MARLIN (1978)
 BZ1405
 BZ1405                         *CURRENT SURVEY CONTROL
 BZ1405  ___________________________________________________________________
 BZ1405* NAD 83(1993)-  31 18 54.65624(N)    096 52 54.13528(W)     ADJUSTED  
 BZ1405* NAVD 88     -                                                        
 BZ1405  ___________________________________________________________________
 BZ1405  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 BZ1405  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BZ1405
 BZ1405  HORZ ORDER  -  THIRD
 BZ1405
 BZ1405.The horizontal coordinates were established by classical geodetic methods
 BZ1405.and adjusted by the National Geodetic Survey in February 1996..
 BZ1405
 BZ1405
 BZ1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1405
 BZ1405.The geoid height was determined by GEOID03.
 BZ1405
 BZ1405;                    North         East     Units Scale Factor Converg.
 BZ1405;SPC TX C     - 3,187,843.920 1,028,469.435   MT  0.99989668   +1 46 40.1
 BZ1405;SPC TX C     -10,458,784.59  3,374,236.80   sFT  0.99989668   +1 46 40.1
 BZ1405;UTM  14      - 3,466,470.180   701,578.440   MT  1.00010122   +1 06 04.8
 BZ1405
 BZ1405                          SUPERSEDED SURVEY CONTROL
 BZ1405
 BZ1405  NAD 83(1986)-  31 18 54.66724(N)    096 52 54.11901(W) AD(       ) 4
 BZ1405  NAD 27      -  31 18 54.02800(N)    096 52 53.15700(W) AD(       ) 3
 BZ1405
 BZ1405.Superseded values are not recommended for survey control.
 BZ1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1405.See file dsdata.txt to determine how the superseded data were derived.
 BZ1405
 BZ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV0157866470(NAD 83)
 BZ1405_MARKER: 53 = ELEVATED TANK
 BZ1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1405+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 BZ1405
 BZ1405  HISTORY     - Date     Condition        Report By
 BZ1405  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1405  HISTORY     - 20010317 GOOD             USPSQD
 BZ1405  HISTORY     - 20050527 GOOD             USPSQD
 BZ1405
 BZ1405                          STATION DESCRIPTION
 BZ1405
 BZ1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1405'THIS TRAVERSE STATION IS THE BLACK WATER TANK OF THE CITY OF
 BZ1405'MARLIN AND IS LOCATED ABOUT 1 MILE E OF THE CENTER OF MARLIN
 BZ1405'AT THE INTERSECTION OF WABASH AND FOSTER STREETS.  TANK IS ABOUT
 BZ1405'100 FEET HIGH AND IS SUPPORTED ON 4 STEEL LEGS.  STATION WAS
 BZ1405'CONNECTED TO TRIANGULATION STATION MARLIN BY TRAVERSE.
 BZ1405
 BZ1405                          STATION RECOVERY (2001)
 BZ1405
 BZ1405'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ1405'RECOVERED IN GOOD CONDITION.
 BZ1405
 BZ1405                          STATION RECOVERY (2005)
 BZ1405
 BZ1405'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BZ1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1442 ***********************************************************************
 BZ1442  SACS        -  This is a Secondary Airport Control Station.
 BZ1442  DESIGNATION -  MARPORT
 BZ1442  PID         -  BZ1442
 BZ1442  STATE/COUNTY-  TX/FALLS
 BZ1442  USGS QUAD   -  MC CLANAHAN (1978)
 BZ1442
 BZ1442                         *CURRENT SURVEY CONTROL
 BZ1442  ___________________________________________________________________
 BZ1442* NAD 83(1993)-  31 20 23.33679(N)    096 51 08.15290(W)     ADJUSTED  
 BZ1442* NAVD 88     -       122.91   (meters)     403.2    (feet)  GPS OBS   
 BZ1442  ___________________________________________________________________
 BZ1442  X           -    -650,544.899 (meters)                     COMP
 BZ1442  Y           -  -5,413,626.477 (meters)                     COMP
 BZ1442  Z           -   3,298,181.061 (meters)                     COMP
 BZ1442  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 BZ1442  ELLIP HEIGHT-          97.06  (meters)          (03/15/01) GPS OBS
 BZ1442  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BZ1442
 BZ1442  HORZ ORDER  -  FIRST
 BZ1442  ELLP ORDER  -  FOURTH    CLASS II
 BZ1442
 BZ1442.This mark is at Marlin (T15) Airport (T15)
 BZ1442
 BZ1442.The horizontal coordinates were established by GPS observations
 BZ1442.and adjusted by the National Geodetic Survey in November 1996..
 BZ1442
 BZ1442.The orthometric height was determined by GPS observations and a
 BZ1442.high-resolution geoid model.
 BZ1442
 BZ1442.GPS derived orthometric heights for airport stations designated as
 BZ1442.PACS or SACS are published to 2 decimal places.  This maintains
 BZ1442.centimeter relative accuracy between the PACS and SACS.  It does
 BZ1442.not indicate centimeter accuracy relative to other marks which are
 BZ1442.part of the NAVD 88 network.
 BZ1442
 BZ1442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1442
 BZ1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1442
 BZ1442.The ellipsoidal height was determined by GPS observations
 BZ1442.and is referenced to NAD 83.
 BZ1442
 BZ1442.The geoid height was determined by GEOID03.
 BZ1442
 BZ1442;                    North         East     Units Scale Factor Converg.
 BZ1442;SPC TX C     - 3,190,660.844 1,031,184.652   MT  0.99989912   +1 47 34.6
 BZ1442;SPC TX C     -10,468,026.45  3,383,144.98   sFT  0.99989912   +1 47 34.6
 BZ1442;UTM  14      - 3,469,255.459   704,327.279   MT  1.00011498   +1 07 02.8
 BZ1442
 BZ1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1442!SPC TX C     -   0.99998476  x   0.99989912  =   0.99988388
 BZ1442!UTM  14      -   0.99998476  x   1.00011498  =   1.00009974
 BZ1442
 BZ1442:                Primary Azimuth Mark                     Grid Az
 BZ1442:SPC TX C     -  MARPORT AZ MK                            003 21 13.1
 BZ1442:UTM  14      -  MARPORT AZ MK                            004 01 44.9
 BZ1442
 BZ1442|---------------------------------------------------------------------|
 BZ1442| PID    Reference Object                     Distance      Geod. Az  |
 BZ1442|                                                           dddmmss.s |
 BZ1442| BZ1443 MARPORT AZ MK                       APPROX. 0.5 KM 0050847.7 |
 BZ1442|---------------------------------------------------------------------|
 BZ1442
 BZ1442                          SUPERSEDED SURVEY CONTROL
 BZ1442
 BZ1442  ELLIP H (11/18/96)   97.14   (m)                       GP(       ) 4 2
 BZ1442  NAD 83(1993)-  31 20 23.33664(N)    096 51 08.15605(W) AD(       ) 3
 BZ1442  ELLIP H (02/16/96)   97.16   (m)                       GP(       ) 5 1
 BZ1442  NAD 83(1986)-  31 20 23.34824(N)    096 51 08.14020(W) AD(       ) 3
 BZ1442  NAD 27      -  31 20 22.70989(N)    096 51 07.17199(W) AD(       ) 3
 BZ1442  NGVD 29 (12/08/88)  122.8    (m)          403.     (f) GPS OBS        
 BZ1442
 BZ1442.Superseded values are not recommended for survey control.
 BZ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1442.See file dsdata.txt to determine how the superseded data were derived.
 BZ1442
 BZ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV0432769255(NAD 83)
 BZ1442_MARKER: I = METAL ROD
 BZ1442_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1442_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1442_STAMPING: MARPORT 1988
 BZ1442_MARK LOGO: NGS   
 BZ1442_PROJECTION: FLUSH
 BZ1442_MAGNETIC: I = MARKER IS A STEEL ROD
 BZ1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1442+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1995
 BZ1442_ROD/PIPE-DEPTH: 4.42 meters
 BZ1442_SLEEVE-DEPTH  : 0.76 meters
 BZ1442
 BZ1442  HISTORY     - Date     Condition        Report By
 BZ1442  HISTORY     - 1988     MONUMENTED       NGS
 BZ1442  HISTORY     - 19950212 GOOD             NGS
 BZ1442  HISTORY     - 20010317 GOOD             USPSQD
 BZ1442  HISTORY     - 20031010 GOOD             USPSQD
 BZ1442
 BZ1442                          STATION DESCRIPTION
 BZ1442
 BZ1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BZ1442'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF MARLIN, AT
 BZ1442'THE MARLIN AIRFIELD.  OWNERSHIP-- CITY OF MARLIN C/O HAROLD
 BZ1442'UNDERWOOD, P.O. BOX 980, MARLIN TX. 76661.  TELEPHONE NUMBER IS
 BZ1442'817-883-5542.
 BZ1442'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND FARM
 BZ1442'ROAD 147 AT MARLIN.  GO NORTHEAST ON FARM ROAD 147 FOR 3.0 KM
 BZ1442'(1.85 MI) TO A ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY FOR 0.7
 BZ1442'KM (0.45 MI) TO THE AIRPORT DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 BZ1442'FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT, ON THE NORTH SIDE OF
 BZ1442'THE TAXIWAY.
 BZ1442'THE STATION IS SET 19.5 M (64.0 FT) WEST OF THE CENTERLINE OF THE
 BZ1442'RUNWAY, 12.7 M (41.7 FT) NORTH OF THE TAXIWAY, 10.1 M (33.1 FT)
 BZ1442'NORTHWEST OF A RUNWAY LIGHT AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 BZ1442'POST.
 BZ1442'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BZ1442'DESCRIBED BY B.L.L.
 BZ1442
 BZ1442                          STATION RECOVERY (1995)
 BZ1442
 BZ1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ1442'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF MARLIN, AT
 BZ1442'THE MARLIN AIRFIELD, IN THE NORTHWEST QUADRANT OF THE JUNCTION OF THE
 BZ1442'RUNWAY AND A CONNECTOR TAXI AT MIDFIELD.  OWNERSHIP--CITY OF MARLIN
 BZ1442'C/O HAROLD UNDERWOOD, P.O.  BOX 980, MARLIN TX.  76661.  PHONE
 BZ1442'817-883-5542.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BZ1442'6 AND FARM ROAD 147 AT MARLIN, GO NORTHEAST ON FARM ROAD 147 FOR 3.0
 BZ1442'KM (1.85 MI) TO A ROAD ON THE LEFT.  TURN LEFT, NORTHERLY, FOR 0.7 KM
 BZ1442'(0.45 MI) TO THE AIRPORT DRIVEWAY ON THE RIGHT.  TURN RIGHT, EAST, FOR
 BZ1442'0.2 KM (0.10 MI) TO THE STATION ON THE LEFT, ON THE NORTH SIDE OF THE
 BZ1442'TAXIWAY.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 BZ1442'ROD IN A 2.5 CM GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE
 BZ1442'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 BZ1442'IS 19.5 M (64.0 FT) WEST OF THE CENTER OF THE RUNWAY, 12.7 M (41.7 FT)
 BZ1442'NORTH OF THE TAXIWAY, 10.1 M (33.1 FT) NORTHWEST OF A RUNWAY LIGHT AND
 BZ1442'0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
 BZ1442
 BZ1442                          STATION RECOVERY (2001)
 BZ1442
 BZ1442'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ1442'RECOVERED IN GOOD CONDITION.
 BZ1442
 BZ1442                          STATION RECOVERY (2003)
 BZ1442
 BZ1442'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1443 ***********************************************************************
 BZ1443  SACS        -  This is a Secondary Airport Control Station.
 BZ1443  DESIGNATION -  MARPORT AZ MK
 BZ1443  PID         -  BZ1443
 BZ1443  STATE/COUNTY-  TX/FALLS
 BZ1443  USGS QUAD   -  MC CLANAHAN (1978)
 BZ1443
 BZ1443                         *CURRENT SURVEY CONTROL
 BZ1443  ___________________________________________________________________
 BZ1443* NAD 83(1993)-  31 20 39.61406(N)    096 51 06.44473(W)     ADJUSTED  
 BZ1443* NAVD 88     -       124.90   (meters)     409.8    (feet)  GPS OBS   
 BZ1443  ___________________________________________________________________
 BZ1443  X           -    -650,469.159 (meters)                     COMP
 BZ1443  Y           -  -5,413,374.651 (meters)                     COMP
 BZ1443  Z           -   3,298,610.268 (meters)                     COMP
 BZ1443  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 BZ1443  ELLIP HEIGHT-          99.05  (meters)          (03/15/01) GPS OBS
 BZ1443  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BZ1443
 BZ1443  HORZ ORDER  -  FIRST
 BZ1443  ELLP ORDER  -  FOURTH    CLASS II
 BZ1443
 BZ1443.This mark is at Marlin (T15) Airport (T15)
 BZ1443
 BZ1443.The horizontal coordinates were established by GPS observations
 BZ1443.and adjusted by the National Geodetic Survey in November 1996..
 BZ1443
 BZ1443.The orthometric height was determined by GPS observations and a
 BZ1443.high-resolution geoid model.
 BZ1443
 BZ1443.GPS derived orthometric heights for airport stations designated as
 BZ1443.PACS or SACS are published to 2 decimal places.  This maintains
 BZ1443.centimeter relative accuracy between the PACS and SACS.  It does
 BZ1443.not indicate centimeter accuracy relative to other marks which are
 BZ1443.part of the NAVD 88 network.
 BZ1443
 BZ1443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1443
 BZ1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1443
 BZ1443.The ellipsoidal height was determined by GPS observations
 BZ1443.and is referenced to NAD 83.
 BZ1443
 BZ1443.The geoid height was determined by GEOID03.
 BZ1443
 BZ1443;                    North         East     Units Scale Factor Converg.
 BZ1443;SPC TX C     - 3,191,163.279 1,031,214.094   MT  0.99989959   +1 47 35.5
 BZ1443;SPC TX C     -10,469,674.86  3,383,241.57   sFT  0.99989959   +1 47 35.5
 BZ1443;UTM  14      - 3,469,757.621   704,362.649   MT  1.00011515   +1 07 04.2
 BZ1443
 BZ1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1443!SPC TX C     -   0.99998445  x   0.99989959  =   0.99988404
 BZ1443!UTM  14      -   0.99998445  x   1.00011515  =   1.00009959
 BZ1443
 BZ1443:                Primary Azimuth Mark                     Grid Az
 BZ1443:SPC TX C     -  MARPORT                                  183 21 13.1
 BZ1443:UTM  14      -  MARPORT                                  184 01 44.4
 BZ1443
 BZ1443|---------------------------------------------------------------------|
 BZ1443| PID    Reference Object                     Distance      Geod. Az  |
 BZ1443|                                                           dddmmss.s |
 BZ1443| BZ1442 MARPORT                             APPROX. 0.5 KM 1850848.6 |
 BZ1443|---------------------------------------------------------------------|
 BZ1443
 BZ1443                          SUPERSEDED SURVEY CONTROL
 BZ1443
 BZ1443  ELLIP H (11/18/96)   99.13   (m)                       GP(       ) 4 2
 BZ1443  NAD 83(1993)-  31 20 39.61452(N)    096 51 06.44726(W) AD(       ) 3
 BZ1443  ELLIP H (02/16/96)   99.15   (m)                       GP(       ) 5 1
 BZ1443  NAD 83(1986)-  31 20 39.62614(N)    096 51 06.43141(W) AD(       ) 3
 BZ1443  NAD 27      -  31 20 38.98811(N)    096 51 05.46313(W) AD(       ) 3
 BZ1443  NGVD 29 (12/08/88)  124.8    (m)          409.     (f) GPS OBS        
 BZ1443
 BZ1443.Superseded values are not recommended for survey control.
 BZ1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1443.See file dsdata.txt to determine how the superseded data were derived.
 BZ1443
 BZ1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV0436369758(NAD 83)
 BZ1443_MARKER: I = METAL ROD
 BZ1443_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1443_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1443_STAMPING: MARPORT AZ MK 1988
 BZ1443_MARK LOGO: NGS   
 BZ1443_PROJECTION: FLUSH
 BZ1443_MAGNETIC: I = MARKER IS A STEEL ROD
 BZ1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1443+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1995
 BZ1443_ROD/PIPE-DEPTH: 4.85 meters
 BZ1443_SLEEVE-DEPTH  : 0.76 meters
 BZ1443
 BZ1443  HISTORY     - Date     Condition        Report By
 BZ1443  HISTORY     - 1988     MONUMENTED       NGS
 BZ1443  HISTORY     - 19950212 GOOD             NGS
 BZ1443  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1443  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ1443
 BZ1443                          STATION DESCRIPTION
 BZ1443
 BZ1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BZ1443'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF MARLIN, AT
 BZ1443'THE MARLIN AIRFIELD.  OWNERSHIP-- CITY OF MARLIN C/O HAROLD
 BZ1443'UNDERWOOD, P.O. BOX 980, MARLIN TX. 76661.  TELEPHONE NUMBER IS
 BZ1443'817-883-5542.
 BZ1443'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND FARM
 BZ1443'ROAD 147 AT MARLIN.  GO NORTHEAST ON FARM ROAD 147 FOR 3.0 KM
 BZ1443'(1.85 MI) TO A ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY FOR 0.7
 BZ1443'KM (0.45 MI) TO THE AIRPORT DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 BZ1443'FOR 0.2 KM (0.10 MI) EASTERLY ACROSS THE APRON TO A NORTH-SOUTH
 BZ1443'RUNWAY.  TURN LEFT AND GO NORTHERLY ON THE RUNWAY FOR 0.6 KM
 BZ1443'(0.35 MI) TO THE AZIMUTH ON THE RIGHT, THE SOUTH SIDE OF A SIDE ROAD
 BZ1443'LEADING TO AN AGRICULTURE APRON.
 BZ1443'THE STATION IS SET 20.0 M (65.6 FT) NORTH-NORTHEAST OF A RUNWAY LIGHT,
 BZ1443'15.8 M (51.8 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 8.8 M
 BZ1443'(28.9 FT) SOUTH OF THE SIDE ROAD AND 0.3 M (1.0 FT) WEST OF A WITNESS
 BZ1443'POST.
 BZ1443'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BZ1443'DESCRIBED BY B.L.L.
 BZ1443
 BZ1443                          STATION RECOVERY (1995)
 BZ1443
 BZ1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ1443'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF MARLIN, AT
 BZ1443'THE MARLIN AIRFIELD, BETWEEN AN APRON AND THE RUNWAY NEAR RUNWAY END
 BZ1443'17.  OWNERSHIP--CITY OF MARLIN C/O HAROLD UNDERWOOD, P.O.  BOX 980,
 BZ1443'MARLIN TX.  76661.  PHONE 817-883-5542.  TO REACH THE STATION FROM THE
 BZ1443'JUNCTION OF STATE HIGHWAY 6 AND FARM ROAD 147 AT MARLIN, GO NORTHEAST
 BZ1443'ON FARM ROAD 147 FOR 3.0 KM (1.85 MI) TO A ROAD ON THE LEFT.  TURN
 BZ1443'LEFT, NORTHERLY, FOR 0.7 KM (0.45 MI) TO THE AIRPORT DRIVEWAY ON THE
 BZ1443'RIGHT.  TURN RIGHT, EAST, FOR 0.2 KM (0.10 MI) EASTERLY ACROSS THE
 BZ1443'APRON TO A NORTH-SOUTH RUNWAY.  TURN LEFT, NORTHERLY, ALONG THE RUNWAY
 BZ1443'FOR 0.6 KM (0.35 MI) TO THE AZIMUTH ON THE RIGHT, THE SOUTH SIDE OF A
 BZ1443'SIDE ROAD LEADING TO AN AGRICULTURE APRON.  THE STATION IS A PUNCH
 BZ1443'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 BZ1443'SLEEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 BZ1443'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 20.0 M (65.6 FT)
 BZ1443'NORTH-NORTHEAST OF A RUNWAY LIGHT, 15.8 M (51.8 FT) EAST OF THE
 BZ1443'CENTERLINE OF THE RUNWAY, AND 8.3 M (27.2 FT) SOUTH OF THE SIDE ROAD.
 BZ1443'DESCRIBED BY D.G.  AUG
 BZ1443
 BZ1443                          STATION RECOVERY (2001)
 BZ1443
 BZ1443'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ1443'MARK NOT FOUND.
 BZ1443
 BZ1443                          STATION RECOVERY (2003)
 BZ1443
 BZ1443'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1394 ***********************************************************************
 BZ1394  DESIGNATION -  MARQUEZ CITY WATER TANK
 BZ1394  PID         -  BZ1394
 BZ1394  STATE/COUNTY-  TX/LEON
 BZ1394  USGS QUAD   -  MARQUEZ (1982)
 BZ1394
 BZ1394                         *CURRENT SURVEY CONTROL
 BZ1394  ___________________________________________________________________
 BZ1394* NAD 83(1993)-  31 14 18.53306(N)    096 15 22.73281(W)     ADJUSTED  
 BZ1394* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 BZ1394  ___________________________________________________________________
 BZ1394  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 BZ1394  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BZ1394
 BZ1394  HORZ ORDER  -  THIRD
 BZ1394
 BZ1394.The horizontal coordinates were established by classical geodetic methods
 BZ1394.and adjusted by the National Geodetic Survey in July 1998..
 BZ1394
 BZ1394.The orthometric height was scaled from a topographic map.
 BZ1394
 BZ1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1394
 BZ1394.The geoid height was determined by GEOID03.
 BZ1394
 BZ1394;                    North         East     Units Scale Factor Converg.
 BZ1394;SPC TX C     - 3,181,360.245 1,088,270.727   MT  0.99989027   +2 05 59.7
 BZ1394;SPC TX C     -10,437,512.74  3,570,434.88   sFT  0.99989027   +2 05 59.7
 BZ1394;UTM  14      - 3,459,278.511   761,321.212   MT  1.00044240   +1 25 25.3
 BZ1394
 BZ1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1394!SPC TX C     -   0.99998460  x   0.99989027  =   0.99987487
 BZ1394!UTM  14      -   0.99998460  x   1.00044240  =   1.00042699
 BZ1394
 BZ1394                          SUPERSEDED SURVEY CONTROL
 BZ1394
 BZ1394  NAD 83(1993)-  31 14 18.53306(N)    096 15 22.73281(W) AD(       ) 4
 BZ1394  NAD 83(1986)-  31 14 18.54853(N)    096 15 22.71310(W) AD(       ) 4
 BZ1394  NAD 27      -  31 14 17.91000(N)    096 15 21.84900(W) AD(       ) 3
 BZ1394
 BZ1394.Superseded values are not recommended for survey control.
 BZ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1394.See file dsdata.txt to determine how the superseded data were derived.
 BZ1394
 BZ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV6132159279(NAD 83)
 BZ1394_MARKER: 53 = ELEVATED TANK
 BZ1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1394+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 BZ1394
 BZ1394  HISTORY     - Date     Condition        Report By
 BZ1394  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1394  HISTORY     - 20050527 GOOD             USPSQD
 BZ1394
 BZ1394                          STATION DESCRIPTION
 BZ1394
 BZ1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BZ1394'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31096-2, STATION 1008.
 BZ1394
 BZ1394                          STATION RECOVERY (2005)
 BZ1394
 BZ1394'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BZ1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5357 ***********************************************************************
 AH5357  DESIGNATION -  MARQUEZ ET
 AH5357  PID         -  AH5357
 AH5357  STATE/COUNTY-  TX/LEON
 AH5357  USGS QUAD   -  ROUND PRAIRIE (1982)
 AH5357
 AH5357                         *CURRENT SURVEY CONTROL
 AH5357  ___________________________________________________________________
 AH5357* NAD 83(1993)-  31 21 09.64978(N)    096 16 31.88385(W)     ADJUSTED  
 AH5357* NAVD 88     -       160.9    (meters)     528.     (feet)  VERTCON   
 AH5357  ___________________________________________________________________
 AH5357  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AH5357  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AH5357
 AH5357  HORZ ORDER  -  THIRD
 AH5357
 AH5357.The horizontal coordinates were established by classical geodetic methods
 AH5357.and adjusted by the National Geodetic Survey in July 1998..
 AH5357
 AH5357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5357
 AH5357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5357
 AH5357.The geoid height was determined by GEOID03.
 AH5357
 AH5357;                    North         East     Units Scale Factor Converg.
 AH5357;SPC TX C     - 3,193,945.380 1,085,980.507   MT  0.99990047   +2 05 24.0
 AH5357;SPC TX C     -10,478,802.47  3,562,921.05   sFT  0.99990047   +2 05 24.0
 AH5357;UTM  14      - 3,471,896.530   759,178.020   MT  1.00042861   +1 25 06.1
 AH5357
 AH5357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5357!SPC TX C     -   0.99997877  x   0.99990047  =   0.99987925
 AH5357!UTM  14      -   0.99997877  x   1.00042861  =   1.00040737
 AH5357
 AH5357                          SUPERSEDED SURVEY CONTROL
 AH5357
 AH5357  NGVD 29 (07/28/98)  160.9    (m)          528.     (f) VERT ANG       
 AH5357
 AH5357.Superseded values are not recommended for survey control.
 AH5357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5357.See file dsdata.txt to determine how the superseded data were derived.
 AH5357
 AH5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV5917871897(NAD 83)
 AH5357_MARKER: DS = TRIANGULATION STATION DISK
 AH5357_SETTING: 66 = SET IN ROCK OUTCROP
 AH5357_PROJECTION: FLUSH
 AH5357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5357+STABILITY: POSITION/ELEVATION WELL
 AH5357
 AH5357  HISTORY     - Date     Condition        Report By
 AH5357  HISTORY     - 1966     MONUMENTED       USGS
 AH5357
 AH5357                          STATION DESCRIPTION
 AH5357
 AH5357'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH5357'LOCATED IN LEON COUNTY, TEXAS, ABOUT 7.8 MI. W. OF JEWETT AND 8 MI. N.
 AH5357'OF MARQUEZ ON THE E. END OF A LARGE OUTCROP ON THE W. SIDE OF A LOW
 AH5357'WOODED RIDGE.
 AH5357'TO REACH FROM JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY 7 IN
 AH5357'MARQUEZ, GO N. ON U.S. HIGHWAY 79 FOR 0.5 MI., THEN LEFT ON F.M. ROAD
 AH5357'1146 FOR 3.2 MI. TO END OF PAVEMENT, CONTINUE N. ON DIRT RD. FOR 3.9
 AH5357'MI. TO JUNCTION WITH FARM ROAD 1469, CONTINUE N. ON DIRT RD. FOR 0.4
 AH5357'MI. TO STATION IN OUTCROP ON THE RIGHT AT CURVE.
 AH5357'STATION MARK--STANDARD USGS BRONZE TABLET SET IN DRILL HOLE IN
 AH5357'OUTCROP, 109 FT. E. OF RD. AND 28 FT. E. OF EDGE OF OUTCROP,
 AH5357'STAMPED---MARQUEZ ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7004 ***********************************************************************
 AW7004  DESIGNATION -  MARS
 AW7004  PID         -  AW7004
 AW7004  STATE/COUNTY-  TX/HARRIS
 AW7004  USGS QUAD   -  LEAGUE CITY (1995)
 AW7004
 AW7004                         *CURRENT SURVEY CONTROL
 AW7004  ___________________________________________________________________
 AW7004* NAD 83(1993)-  29 33 35.51580(N)    095 05 25.34119(W)     ADJUSTED  
 AW7004* NAVD 88     -         4.971  (meters)      16.31   (feet)  READJUSTED
 AW7004  ___________________________________________________________________
 AW7004  X           -    -492,653.536 (meters)                     COMP
 AW7004  Y           -  -5,530,570.077 (meters)                     COMP
 AW7004  Z           -   3,128,017.603 (meters)                     COMP
 AW7004  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW7004  ELLIP HEIGHT-         -22.09  (meters)          (02/16/96) GPS OBS
 AW7004  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW7004  DYNAMIC HT  -           4.960 (meters)      16.27  (feet)  COMP
 AW7004  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AW7004
 AW7004  HORZ ORDER  -  THIRD
 AW7004  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 AW7004  ELLP ORDER  -  FIFTH     CLASS I
 AW7004
 AW7004.The horizontal coordinates were established by GPS observations
 AW7004.and adjusted by the National Geodetic Survey in February 1996..
 AW7004
 AW7004.The orthometric height was determined by differential leveling
 AW7004.and adjusted by the National Geodetic Survey in August 1995..
 AW7004.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 AW7004.distribution rate of 4.1 thru 8.0 mm/km.
 AW7004.The height was derived from older observations constrained to new
 AW7004.heights in a crustal motion area.  The height is approximate in
 AW7004.relation to other heights in its vicinity.
 AW7004
 AW7004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7004
 AW7004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7004
 AW7004.The ellipsoidal height was determined by GPS observations
 AW7004.and is referenced to NAD 83.
 AW7004
 AW7004.The geoid height was determined by GEOID03.
 AW7004
 AW7004.The dynamic height is computed by dividing the NAVD 88
 AW7004.geopotential number by the normal gravity value computed on the
 AW7004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW7004.degrees latitude (g = 980.6199 gals.).
 AW7004
 AW7004.The modeled gravity was interpolated from observed gravity values.
 AW7004
 AW7004;                    North         East     Units Scale Factor Converg.
 AW7004;SPC TXSC     - 4,197,677.233   978,759.417   MT  0.99987092   +1 54 55.4
 AW7004;SPC TXSC     -13,771,879.39  3,211,146.52   sFT  0.99987092   +1 54 55.4
 AW7004;UTM  15      - 3,271,839.559   297,481.465   MT  1.00010608   -1 01 53.8
 AW7004
 AW7004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7004!SPC TXSC     -   1.00000347  x   0.99987092  =   0.99987439
 AW7004!UTM  15      -   1.00000347  x   1.00010608  =   1.00010955
 AW7004
 AW7004|---------------------------------------------------------------------|
 AW7004| PID    Reference Object                     Distance      Geod. Az  |
 AW7004|                                                           dddmmss.s |
 AW7004| AW6997 GEMINI 3                            230.758 METERS 20453     |
 AW7004|---------------------------------------------------------------------|
 AW7004
 AW7004                          SUPERSEDED SURVEY CONTROL
 AW7004
 AW7004  ELLIP H (01/21/93)  -22.09   (m)                       GP(       ) 4 2
 AW7004  NAD 83(1986)-  29 33 35.53015(N)    095 05 25.32244(W) AD(       ) 3
 AW7004  NAD 83(1986)-  29 33 35.53002(N)    095 05 25.32225(W) AD(       ) 3
 AW7004  NGVD 29 (06/12/91)    5.0    (m)           16.     (f) GPS OBS        
 AW7004
 AW7004.Superseded values are not recommended for survey control.
 AW7004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7004.See file dsdata.txt to determine how the superseded data were derived.
 AW7004
 AW7004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9748171840(NAD 83)
 AW7004_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW7004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7004_SP_SET: CONCRETE POST
 AW7004_STAMPING: MARS 1987
 AW7004_MARK LOGO: NGS   
 AW7004_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7004+STABILITY: SURFACE MOTION
 AW7004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7004+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 AW7004
 AW7004  HISTORY     - Date     Condition        Report By
 AW7004  HISTORY     - 1987     MONUMENTED       NGS
 AW7004  HISTORY     - 1987     GOOD             USPSQD
 AW7004  HISTORY     - 1987     GOOD             NGS
 AW7004  HISTORY     - 1988     GOOD             USPSQD
 AW7004  HISTORY     - 1988     GOOD             USPSQD
 AW7004  HISTORY     - 1989     GOOD             USPSQD
 AW7004  HISTORY     - 19911111 GOOD             SURCON
 AW7004  HISTORY     - 19981017 GOOD             USPSQD
 AW7004  HISTORY     - 20020620 GOOD             INDIV
 AW7004  HISTORY     - 20040325 GOOD             USPSQD
 AW7004  HISTORY     - 20050620 GOOD             NASA
 AW7004
 AW7004                          STATION DESCRIPTION
 AW7004
 AW7004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW7004'THE STATION IS LOCATED ABOUT 38.6 KM (24.0 MI)
 AW7004'SOUTHEAST OF HOUSTON, 3.2 KM (2.0 MI) SOUTHEAST OF CLEAR LAKE CITY
 AW7004'AND AT THE NASA LYNDON B. JOHNSON SPACE CENTER.
 AW7004'OWNERSHIP--NASA, MR GLENN SPENCER, BUILDING 45, ROOM 712A, LYNDON B
 AW7004'JOHNSON SPACE CENTER, 2101 NASA ROAD 1, HOUSTON TX 77058, PHONE
 AW7004'713-483-3168.
 AW7004'
 AW7004'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 AW7004'NASA ROAD 1, ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF CLEAR LAKE CITY, GO
 AW7004'EAST ON NASA ROAD 1 FOR 4.2 KM (2.6 MI) TO THE ENTRANCE TO THE NASA
 AW7004'FACILITY ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI)
 AW7004'TO A GUARD BUILDING. (CONTACT MR. SPENCER FOR PASSES BEFORE ANY
 AW7004'WORK IS DONE).  CONTINUE AHEAD FOR 1.2 KM (0.75 MI) TO THE STATION
 AW7004'ON THE LEFT JUST AFTER ENTRANCE TO PARKING LOT.
 AW7004'
 AW7004'THE STATION IS A STANDARD NGS DISK
 AW7004'STAMPED---MARS 1987---,
 AW7004'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AW7004'35 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AW7004'15.5 METERS (51.0 FT) WEST FROM THE CENTER OF SOUTHBOUND LANES AND
 AW7004'13.7 METERS (45.0 FT) NORTH OF THE CENTER OF PARKING LOT ENTRANCE.
 AW7004'THERE IS NO INFORMATION AVAILABLE AS TO WHETHER THERE IS AN
 AW7004'UNDERGROUND MARK.
 AW7004'
 AW7004'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW7004'
 AW7004'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW7004'
 AW7004'DESCRIBED BY T.F. DAWS.
 AW7004
 AW7004                          STATION RECOVERY (1987)
 AW7004
 AW7004'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW7004'RECOVERED IN GOOD CONDITION.
 AW7004
 AW7004                          STATION RECOVERY (1987)
 AW7004
 AW7004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW7004'RECOVERED IN GOOD CONDITION.
 AW7004
 AW7004                          STATION RECOVERY (1988)
 AW7004
 AW7004'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW7004'RECOVERED IN GOOD CONDITION.
 AW7004
 AW7004                          STATION RECOVERY (1988)
 AW7004
 AW7004'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW7004'RECOVERED IN GOOD CONDITION.
 AW7004
 AW7004                          STATION RECOVERY (1989)
 AW7004
 AW7004'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW7004'RECOVERED IN GOOD CONDITION.
 AW7004
 AW7004                          STATION RECOVERY (1991)
 AW7004
 AW7004'RECOVERY NOTE BY SURVEYING CONSULTANTS 1991
 AW7004'THE STATION IS LOCATED ABOUT 38.6 KM (24.0 MI) SOUTHEAST OF HOUSTON,
 AW7004'3.2 KM (2.0 MI) SOUTHEAST OF CLEAR LAKE CITY AND AT THE NASA LYNDON
 AW7004'B. JOHNSON SPACE CENTER.  OWNERSHIP--NASA, MR GLENN SPENCER,
 AW7004'BUILDING 45, ROOM 712A, LYNDON B JOHNSON SPACE CENTER, 2101 NASA ROAD
 AW7004'1, HOUSTON TX 77058, PHONE 713-483-3168.  TO REACH THE STATION FROM
 AW7004'THE JUNCTION OF INTERSTATE HIGHWAY 45 AND NASA ROAD 1, ABOUT 6.4 KM
 AW7004'(4.0 MI) SOUTHEAST OF CLEAR LAKE CITY, GO EAST ON NASA ROAD 1 FOR 4.2
 AW7004'KM (2.6 MI) TO THE ENTRANCE TO THE NASA FACILITY ON THE LEFT.  TURN
 AW7004'LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) TO A GUARD BUILDING.  (CONTACT
 AW7004'MR. SPENCER FOR PASSES BEFORE ANY WORK IS DONE).  CONTINUE AHEAD FOR
 AW7004'1.2 KM (0.75 MI) TO THE STATION ON THE LEFT JUST AFTER ENTRANCE TO
 AW7004'PARKING LOT.  THE STATION IS A STANDARD NGS DISK STAMPED---MARS
 AW7004'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN
 AW7004'DIAMETER FLUSH WITH GROUND.  LOCATED 15.5 METERS (51.0 FT) WEST FROM
 AW7004'THE CENTER OF SOUTHBOUND LANES AND 13.7 METERS (45.0 FT) NORTH OF THE
 AW7004'CENTER OF PARKING LOT ENTRANCE.  THERE IS NO INFORMATION AVAILABLE AS
 AW7004'TO WHETHER THERE IS AN UNDERGROUND MARK.  DESCRIBED BY T.F. DAWS.
 AW7004
 AW7004                          STATION RECOVERY (1998)
 AW7004
 AW7004'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW7004'RECOVERED IN GOOD CONDITION.
 AW7004
 AW7004                          STATION RECOVERY (2002)
 AW7004
 AW7004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RDH)
 AW7004'RECOVERED IN GOOD CONDITION.
 AW7004
 AW7004                          STATION RECOVERY (2004)
 AW7004
 AW7004'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7004'RECOVERED IN GOOD CONDITION.
 AW7004
 AW7004                          STATION RECOVERY (2005)
 AW7004
 AW7004'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW7004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1398 ***********************************************************************
 FL1398  DESIGNATION -  MARSH
 FL1398  PID         -  FL1398
 FL1398  STATE/COUNTY-  TX/MOORE
 FL1398  USGS QUAD   -  POLLARD CREEK (1972)
 FL1398
 FL1398                         *CURRENT SURVEY CONTROL
 FL1398  ___________________________________________________________________
 FL1398* NAD 83(1993)-  35 51 17.84072(N)    101 44 59.79259(W)     ADJUSTED  
 FL1398* NAVD 88     -      1058.647  (meters)    3473.24   (feet)  ADJUSTED  
 FL1398  ___________________________________________________________________
 FL1398  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 FL1398  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 FL1398  DYNAMIC HT  -        1057.437 (meters)    3469.27  (feet)  COMP
 FL1398  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 FL1398
 FL1398  HORZ ORDER  -  FIRST
 FL1398  VERT ORDER  -  SECOND    CLASS 0
 FL1398
 FL1398.The horizontal coordinates were established by classical geodetic methods
 FL1398.and adjusted by the National Geodetic Survey in February 1996..
 FL1398
 FL1398.The orthometric height was determined by differential leveling
 FL1398.and adjusted by the National Geodetic Survey in June 1991..
 FL1398
 FL1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1398
 FL1398.The geoid height was determined by GEOID03.
 FL1398
 FL1398.The dynamic height is computed by dividing the NAVD 88
 FL1398.geopotential number by the normal gravity value computed on the
 FL1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1398.degrees latitude (g = 980.6199 gals.).
 FL1398
 FL1398.The modeled gravity was interpolated from observed gravity values.
 FL1398
 FL1398;                    North         East     Units Scale Factor Converg.
 FL1398;SPC TX N     - 1,205,814.036   177,424.460   MT  0.99993989   -0 08 41.5
 FL1398;SPC TX N     - 3,956,074.88    582,100.08   sFT  0.99993989   -0 08 41.5
 FL1398;UTM  14      - 3,971,353.284   251,671.007   MT  1.00035995   -1 36 41.6
 FL1398
 FL1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1398!SPC TX N     -   0.99983805  x   0.99993989  =   0.99977795
 FL1398!UTM  14      -   0.99983805  x   1.00035995  =   1.00019794
 FL1398
 FL1398|---------------------------------------------------------------------|
 FL1398| PID    Reference Object                     Distance      Geod. Az  |
 FL1398|                                                           dddmmss.s |
 FL1398| FL1397 MARSH RM 1                           21.694 METERS 10916     |
 FL1398| FL1832 STA 30 PHILLIPS PETROLEUM CO        APPROX. 9.6 KM 1124613.8 |
 FL1398| CJ7801 MARSH RM 4                          118.366 METERS 11438     |
 FL1398| FL1833 SNEED PANHANDLE E PLINE MST         APPROX.11.7 KM 1150848.0 |
 FL1398| FL1835 STA 31 PHILLIPS PETROLEUM CO        APPROX. 1.6 KM 1443155.5 |
 FL1398| FL1836 MARSH RM 3                           42.519 METERS 20220     |
 FL1398| FL1399 MARSH AZ MK                         APPROX. 0.9 KM 2930915.2 |
 FL1398| CJ7800 MARSH RM 2                           21.752 METERS 30215     |
 FL1398| FL1865 SUNRAY NOR NATURAL GAS CO MAST      APPROX.15.0 KM 3331622.7 |
 FL1398|---------------------------------------------------------------------|
 FL1398
 FL1398                          SUPERSEDED SURVEY CONTROL
 FL1398
 FL1398  NAD 83(1993)-  35 51 17.84061(N)    101 44 59.79178(W) AD(       ) 1
 FL1398  NAD 83(1986)-  35 51 17.84999(N)    101 44 59.78046(W) AD(       ) 1
 FL1398  NAD 27      -  35 51 17.70700(N)    101 44 58.15900(W) AD(       ) 1
 FL1398  NGVD 29 (??/??/92) 1058.134  (m)         3471.56   (f) ADJ UNCH    2 0
 FL1398
 FL1398.Superseded values are not recommended for survey control.
 FL1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1398.See file dsdata.txt to determine how the superseded data were derived.
 FL1398
 FL1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5167171353(NAD 83)
 FL1398_MARKER: DS = TRIANGULATION STATION DISK
 FL1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1398_STAMPING: MARSH 1951
 FL1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1398+STABILITY: SURFACE MOTION
 FL1398
 FL1398  HISTORY     - Date     Condition        Report By
 FL1398  HISTORY     - 1951     MONUMENTED       CGS
 FL1398  HISTORY     - 1952     GOOD             CGS
 FL1398  HISTORY     - 1952     GOOD             NGS
 FL1398  HISTORY     - 1953     GOOD             CGS
 FL1398  HISTORY     - 1971     GOOD             USGS
 FL1398  HISTORY     - 1976     GOOD             NGS
 FL1398
 FL1398                          STATION DESCRIPTION
 FL1398
 FL1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1398'THE STATION IS LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY
 FL1398'152.  IT IS ABOUT 10 MILES AIRLINE EAST OF DUMAS, ABOUT
 FL1398'19 MILES AIRLINE WEST OF STINNETT, ABOUT 11 MILES AIRLINE
 FL1398'SOUTH OF SUNRAY, AND ABOUT 50 YARDS WEST OF A PIPE CATTLE
 FL1398'GUARD.
 FL1398'
 FL1398'TO REACH THE STATION FROM THE MOORE COUNTY COURT HOUSE IN
 FL1398'DUMAS GO NORTH ON U.S. HIGHWAY 87 FOR 0.5 MILE TO STATE
 FL1398'HIGHWAY 152.  TURN RIGHT, EAST, AND FOLLOW STATE HIGHWAY
 FL1398'152 FOR 13.5 MILES TO THE STATION ON THE LEFT.
 FL1398'
 FL1398'THE STATION IS 66 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FL1398'9-1/2 FEET SOUTH OF A WIRE FENCE, AND 9-1/2 FEET SOUTHEAST
 FL1398'OF A WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN THE
 FL1398'TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 FL1398'GROUND.  THE DISK IS STAMPED--MARSH 1951.
 FL1398'
 FL1398'REFERENCE MARK NUMBER ONE IS 73 FEET NORTH OF THE CENTER
 FL1398'LINE OF THE HIGHWAY, 2 FEET SOUTH OF A WIRE FENCE, 4 FEET WEST
 FL1398'OF A CATTLE GUARD, AND 1 FOOT HIGHER THAN THE STATION.  IT IS
 FL1398'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1398'POST THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED--MARSH NO
 FL1398'1 1951.
 FL1398'
 FL1398'REFERENCE MARK NUMBER TWO IS 73 FEET NORTH OF THE CENTER LINE
 FL1398'OF THE HIGHWAY, 2 FEET SOUTH OF A WIRE FENCE, 12 FEET WEST
 FL1398'OF A TRIANGULAR BLAZED TELEPHONE POLE, AND ABOUT THE SAME
 FL1398'ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE TOP
 FL1398'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1398'THE DISK IS STAMPED--MARSH NO 2 1951.
 FL1398'
 FL1398'THE AZIMUTH MARK IS 80 FEET SOUTH OF THE CENTER LINE OF THE
 FL1398'HIGHWAY, 120 FEET EAST-SOUTHEAST OF A STATE HIGHWAY 152 MARKER,
 FL1398'AND 1 FOOT NORTH OF A WIRE FENCE.  IT IS A STANDARD DISK SET
 FL1398'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1398'2 INCHES.  THE DISK IS STAMPED--MARSH 1951.  TO REACH THE
 FL1398'MARK FROM THE STATION GO WEST-NORTHWEST ON STATE HIGHWAY 152
 FL1398'FOR 0.6 MILE TO THE MARK ON THE LEFT.
 FL1398'
 FL1398'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 FL1398
 FL1398                          STATION RECOVERY (1952)
 FL1398
 FL1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 FL1398'13.0 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 FL1398'WITH U.S. HIGHWAY 287 AT DUMAS, 65 FEET NORTH OF THE CENTER LINE
 FL1398'OF THE HIGHWAY, 81 FEET WEST OF THE CENTER OF A GATE AND
 FL1398'CATTLE GUARD, 59.6 FEET EAST OF A TELEPHONE POLE, 9.4 FEET
 FL1398'SOUTH OF A FENCE, 15 FEET SOUTHEAST OF A WITNESS POST, A
 FL1398'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 FL1398'WHICH IS FLUSH WITH THE GROUND, STAMPED MARSH 1951.
 FL1398'
 FL1398'MARSH R.M. 1 IS 71.3 FEET EAST OF TRIANGULATION STATION MARSH
 FL1398'1951, 74 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.3
 FL1398'FEET WEST OF THE WEST END OF A CATTLE GUARD, 2 FEET SOUTH
 FL1398'OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FL1398'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED MARSH
 FL1398'NO 1 1951.
 FL1398'
 FL1398'MARSH AZIMUTH 1951 IS 0.7 MILE WEST OF TRIANGULATION STATION
 FL1398'MARSH 1951, 0.1 MILE WEST OF A FENCE LEADING SOUTH, 75 FEET
 FL1398'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A
 FL1398'FENCE, 3 FEET EAST OF A WITNESS POST, AN AZIMUTH MARK DISK
 FL1398'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 FL1398'ABOVE THE GROUND, STAMPED MARSH 1951.
 FL1398
 FL1398                          STATION RECOVERY (1952)
 FL1398
 FL1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FL1398'13.0 MI E FROM DUMAS.
 FL1398'13.0 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1398'HIGHWAY 287 AT DUMAS, 65 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FL1398'81 FEET WEST OF THE CENTER OF A GATE AND CATTLE GUARD, 59.6 FEET EAST
 FL1398'OF A TELEPHONE POLE, 9.4 FEET SOUTH OF A FENCE, 15 FEET SOUTHEAST OF A
 FL1398'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 FL1398'THE GROUND.
 FL1398
 FL1398                          STATION RECOVERY (1953)
 FL1398
 FL1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1398'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 FL1398'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FL1398'
 FL1398'STATION IS LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY
 FL1398'152, AIRLINE, ABOUT 10 MILES EAST OF DUMAS, 19 MILES WEST OF
 FL1398'STINNETT, 11 MILES SOUTH OF SUNRAY AND 150 FEET WEST OF
 FL1398'A CATTLE GUARD.
 FL1398'
 FL1398'TO REACH THE STATION FROM THE MOORE COUNTY COURT HOUSE IN DUMAS,
 FL1398'GO NORTH ON U.S. HIGHWAY 87 FOR 0.5 MILE TO STATE HIGHWAY
 FL1398'152.  TURN RIGHT, EAST, AND FOLLOW STATE HIGHWAY 152 FOR
 FL1398'13.5 MILES TO THE STATION ON THE LEFT.
 FL1398'
 FL1398'STATION MARK, STAMPED MARSH 1951, IS A STANDARD DISK SET
 FL1398'IN THE TOP OF A CONCRETE POST 10 INCHES SQUARE AND FLUSH WITH
 FL1398'THE GROUND.  IT IS 64.7 FEET NORTHEAST OF THE CENTERLINE
 FL1398'OF THE HIGHWAY, 9.5 FEET SOUTHWEST OF A FENCE LINE, 15 FEET
 FL1398'SOUTH SOUTHEAST OF A WITNESS POST AND 61.0 FEET SOUTHEAST
 FL1398'OF A TELEPHONE POLE WITH A TRIANGLE BLAZE.
 FL1398'
 FL1398'REFERENCE MARK NUMBER 1, STAMPED MARSH NO 1 1951, IS A STANDARD
 FL1398'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1398'PROJECTS 3 INCHES AND IS THE SAME ELEVATION AS THE STATION.
 FL1398'IT IS 73.0 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FL1398'2.0 FEET SOUTHWEST OF THE FENCE LINE AND 5.0 FEET WEST OF AN
 FL1398'IRON CATTLE GUARD.
 FL1398'
 FL1398'REFERENCE MARK NUMBER 2, STAMPED MARSH NO 2 1951, IS A STANDARD
 FL1398'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1398'PROJECTS 1 INCH AND IS THE SAME ELEVATION AS THE STATION.
 FL1398'IT IS 73.0 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FL1398'2.0 FEET SOUTHWEST OF THE FENCE LINE AND 12.0 FEET WEST
 FL1398'NORTHWEST OF A TELEPHONE POLE WITH A TRIANGLE BLAZE.
 FL1398'
 FL1398'AZIMUTH MARK, STAMPED MARSH 1951, IS A STANDARD DISK SET
 FL1398'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1398'1 INCH.  TO REACH FROM THE STATION, GO NORTHWEST ON STATE
 FL1398'HIGHWAY 152 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FL1398'IT IS 75.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FL1398'4.0 FEET EAST OF A WITNESS POST AND 1.0 FOOT NORTH OF A
 FL1398'FENCE LINE.
 FL1398
 FL1398                          STATION RECOVERY (1971)
 FL1398
 FL1398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (BFD)
 FL1398'A SEARCH WAS MADE FOR THIS MARK USING MEASUREMENTS FROM LOCAL
 FL1398'FEATURES AND DIGGING BUT IT WAS NOT FOUND.  THE MARK IS
 FL1398'INSIDE THE RIGHT-OF-WAY AND POSSIBLY HAS BEEN DESTROYED BY
 FL1398'GRADING THE RIGHT-OF-WAY.
 FL1398'
 FL1398'R.M. 1--THIS MARK WAS SEARCHED FOR WITH MEASUREMENTS FROM LOCAL
 FL1398'FEATURES AND CONSIDERABLE DIGGING BUT IT WAS NOT FOUND.  THERE
 FL1398'HAS BEEN A NEW FENCE BUILT IN THE VICINITY AND THE CATTLEGUARD
 FL1398'HAS BEEN REPLACED WITH A METAL GATE.
 FL1398
 FL1398                          STATION RECOVERY (1976)
 FL1398
 FL1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FL1398'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 FL1398'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND IN VERY POOR
 FL1398'CONDITION.
 FL1398'
 FL1398'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 FL1398'
 FL1398'THE STATION MARK IS LOCATED ON THE NORTH EDGE OF THE RIGHT-OF-WAY
 FL1398'OF STATE HIGHWAY 152, WHICH IS ALSO THE SOUTH EDGE OF A CULTIVATED
 FL1398'FIELD, AND THE MARK IS ABOUT 6-INCHES BELOW THE SURFACE OF THE
 FL1398'GROUND.  THIS IS OPEN FARM LAND, WITH NO OBJECTS TO MEASURE TO, IN
 FL1398'AID FOR RECOVERY OF THE MARK, A TRAVERSE TIE WAS MADE TO
 FL1398'REFERENCE MARK NO. 3, WHICH IS ACROSS THE HIGHWAY FROM THE
 FL1398'STATION MARK.
 FL1398'
 FL1398'IF NEED BE, SEE DESCRIPTION TO REFERENCE MARK NO. 3 FOR AID IN
 FL1398'RECOVERY OF STATION MARK.
 FL1398'
 FL1398'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FL1398'
 FL1398'THE STATION IS LOCATED ABOUT 13 MILES EAST OF DUMAS, 12 MILES
 FL1398'SOUTHEAST OF SUNRAY, AND ON THE NORTH EDGE OF THE RIGHT-OF-WAY OF
 FL1398'STATE HIGHWAY 152.
 FL1398'
 FL1398'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS 87, 287
 FL1398'AND STATE HIGHWAY 152, IN DUMAS.  GO EAST ON STATE HIGHWAY 152 FOR
 FL1398'5.7 MILES TO THE JUNCTION OF FARM ROAD 1284 ON THE LEFT.  CONTINUE
 FL1398'EAST ON STATE HIGHWAY 152 FOR 6.85 MILES TO THE AZIMUTH MARK ON
 FL1398'THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 152 FOR 0.6 MILE TO
 FL1398'STATION ON THE LEFT.
 FL1398'
 FL1398'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FL1398'POST, THAT IS ABOUT 6-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 FL1398'STAMPED MARSH 1951.  IT IS 397 FEET WEST OF THE CENTER OF A FIELD
 FL1398'ROAD, 388 FEET WEST OF THE WEST END OF GATE AND 64 FEET NORTH OF
 FL1398'THE CENTERLINE OF HIGHWAY.
 FL1398'
 FL1398'REFERENCE MARK NO. 3, IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL1398'CONCRETE POST, THAT PROJECTS ABOUT 12-INCHES AND IS STAMPED MARSH
 FL1398'1951 NO 3 1975.  IT IS 408 FEET SOUTHWEST OF THE WEST END OF GATE,
 FL1398'75 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY AND 1.6 FEET EAST OF A
 FL1398'METAL WITNESS POST.
 FL1398'
 FL1398'REFERENCE MARK NO. 4 IS A CAST ALUMINUM MONUMENT THAT PROJECTS ABOUT
 FL1398'4-INCHES AND THE CAST ALUMINUM CAP IS STAMPED MARSH 1951 NO 4 1976.
 FL1398'IT IS 72 FEET NORTH OF THE CENTER-LINE OF HIGHWAY, 9 FEET WEST OF
 FL1398'THE CENTER OF FIELD ROAD, 1-FOOT SOUTHWEST OF THE WEST END OF GATE
 FL1398'AND 1-FOOT SOUTHEAST OF A FENCE-CORNER.
 FL1398'
 FL1398'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FL1398'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED MARSH 1951.  IT IS
 FL1398'75 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY, 1-FOOT NORTH OF THE
 FL1398'FENCE-LINE AND 1-FOOT NORTHEAST OF A METAL WITNESS POST.
 FL1398'
 FL1398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DUMAS 13-MILES
 FL1398'(E).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1664 ***********************************************************************
 AB1664  DESIGNATION -  MARSH
 AB1664  PID         -  AB1664
 AB1664  STATE/COUNTY-  TX/KENEDY
 AB1664  USGS QUAD   -  MARIA ESTELLA WELL (1975)
 AB1664
 AB1664                         *CURRENT SURVEY CONTROL
 AB1664  ___________________________________________________________________
 AB1664* NAD 83(1993)-  26 56 43.74914(N)    097 33 49.11058(W)     ADJUSTED  
 AB1664* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1664  ___________________________________________________________________
 AB1664  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AB1664  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AB1664
 AB1664  HORZ ORDER  -  THIRD
 AB1664
 AB1664.The horizontal coordinates were established by classical geodetic methods
 AB1664.and adjusted by the National Geodetic Survey in February 1996..
 AB1664
 AB1664.The orthometric height was scaled from a topographic map.
 AB1664
 AB1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1664
 AB1664.The geoid height was determined by GEOID03.
 AB1664
 AB1664;                    North         East     Units Scale Factor Converg.
 AB1664;SPC TX S     - 5,142,027.128   392,972.309   MT  0.99989526   +0 25 30.4
 AB1664;SPC TX S     -16,870,134.00  1,289,276.65   sFT  0.99989526   +0 25 30.4
 AB1664;UTM  14      - 2,981,207.318   642,586.066   MT  0.99985099   +0 39 03.5
 AB1664
 AB1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1664!SPC TX S     -   1.00000303  x   0.99989526  =   0.99989829
 AB1664!UTM  14      -   1.00000303  x   0.99985099  =   0.99985402
 AB1664
 AB1664:                Primary Azimuth Mark                     Grid Az
 AB1664:SPC TX S     -  HUMBLE OIL CO HUB 3                      014 03 22.9
 AB1664:UTM  14      -  HUMBLE OIL CO HUB 3                      013 49 49.8
 AB1664
 AB1664|---------------------------------------------------------------------|
 AB1664| PID    Reference Object                     Distance      Geod. Az  |
 AB1664|                                                           dddmmss.s |
 AB1664| AH1517 HUMBLE OIL CO HUB 3                 APPROX. 6.8 KM 0142853.3 |
 AB1664| CV2637 MARSH RM 1                           12.128 METERS 17009     |
 AB1664| CV2638 MARSH RM 2                           12.908 METERS 27153     |
 AB1664| CV2636 MARSH AZ MK                                        3171752.8 |
 AB1664|---------------------------------------------------------------------|
 AB1664
 AB1664                          SUPERSEDED SURVEY CONTROL
 AB1664
 AB1664  NAD 83(1986)-  26 56 43.76569(N)    097 33 49.08301(W) AD(       ) 3
 AB1664  NAD 27      -  26 56 42.57200(N)    097 33 48.12400(W) AD(       ) 3
 AB1664
 AB1664.Superseded values are not recommended for survey control.
 AB1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1664.See file dsdata.txt to determine how the superseded data were derived.
 AB1664
 AB1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4258681207(NAD 83)
 AB1664_MARKER: DS = TRIANGULATION STATION DISK
 AB1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1664
 AB1664  HISTORY     - Date     Condition        Report By
 AB1664  HISTORY     - 1950     MONUMENTED       CGS
 AB1664  HISTORY     - 1950     GOOD             CGS
 AB1664  HISTORY     - 1969     GOOD             LOCENG
 AB1664
 AB1664                          STATION DESCRIPTION
 AB1664
 AB1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AB1664'THE STATION IS LOCATED ABOUT 17.0 MILES NORTHEAST OF NORIAS, 14.5
 AB1664'MILES EAST OF ARMSTRONG, 6.0 MILES EAST-SOUTHEAST OF SAN PEDRO RANCH
 AB1664'AND 5.0 MILES WEST OF TORO ISLAND.  IT IS 25 FEET EAST OF THE
 AB1664'CENTER OF TRACK ROAD ON THE HIGHEST POINT OF SAND KNOLL.  IT
 AB1664'IS STAMPED MARSH 1949 AND SET FLUSH WITH THE SURFACE OF THE
 AB1664'GROUND.
 AB1664'
 AB1664'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION,
 AB1664'25 FEET EAST OF THE CENTER OF TRACK ROAD ON THE SAME HILL
 AB1664'AS THE STATION.  IT IS STAMPED MARSH NO 1 1949 AND SET FLUSH
 AB1664'WITH THE SURFACE OF THE GROUND.
 AB1664'
 AB1664'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 8 FEET WEST OF THE
 AB1664'CENTER OF TRACK ROAD ON THE SAME HILL AS THE STATION.  IT
 AB1664'IS STAMPED MARSH NO 2 1949 AND SET FLUSH WITH THE SURFACE
 AB1664'OF THE GROUND.
 AB1664'
 AB1664'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 190 FEET EAST
 AB1664'OF THE EAST END OF WOODEN GATE WITH TWO TALL GATE POSTS,
 AB1664'180 FEET WEST OF THE WEST END OF METAL GATE, 2 FEET WEST
 AB1664'OF WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.
 AB1664'IT IS STAMPED MARSH 1949 AND PROJECTS 3 INCHES.
 AB1664'
 AB1664'TO REACH THE STATION FROM TURCOTTE, GO NORTH ON U.S. HIGHWAY
 AB1664'77 FOR 2.2 MILES TO LOCKED GATE ON THE RIGHT, (KEY TO GATE
 AB1664'MUST BE OBTAINED FROM RANCH OFFICIALS IN SARITA) PASS
 AB1664'THROUGH GATE AND GO EAST ON TRACK ROAD FOR 9.3 MILES TO METAL
 AB1664'GATE ABOUT 0.1 MILE WEST OF BUILDINGS AND WINDMILL, GO THROUGH
 AB1664'GATE AND CONTINUE FOR 0.05 MILE TO METAL GATE, TURN RIGHT
 AB1664'ON TRACK ROAD JUST BEFORE REACHING GATE AND GO SOUTHERLY ON
 AB1664'THE WEST SIDE OF FENCE FOR 0.25 MILE TO FENCE CORNER, TURN
 AB1664'LEFT AND GO EASTERLY ON TRACK ROAD FOR 4.15 MILES TO WINDMILL
 AB1664'ABOUT 0.1 MILE SOUTH OF ROAD, CONTINUE EASTERLY ON TRACK
 AB1664'ROAD FOR 2.0 MILES TO REVERSE FORK AND TRIANGLE BLAZED TREE
 AB1664'ON THE LEFT, TURN SHARP RIGHT ON REVERSE FORK AND GO 4.5
 AB1664'MILES TO A METAL GATE AND AZIMUTH MARK JUST WEST AS
 AB1664'DESCRIBED, CONTINUE ON TRACK ROAD FOR 0.25 MILES TO SUMMIT OF
 AB1664'SANDY KNOLL AND STATION AS DESCRIBED
 AB1664'
 AB1664'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AB1664
 AB1664                          STATION RECOVERY (1950)
 AB1664
 AB1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1664'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN
 AB1664'GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY R.L. ENGDAHL IS
 AB1664'ADEQUATE AND COMPLETE.
 AB1664
 AB1664                          STATION RECOVERY (1969)
 AB1664
 AB1664'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (TG)
 AB1664'RECOVERED BY MUNROE AND BASS CONSULTING ENG.
 AB1664'
 AB1664'MARSH 1949-MARSH FOUND IN GOOD CONDITION.  R.P. NO. 2 FOUND
 AB1664'IN BOTTOM OF 35 PLUS OR MINUS X 75 PLUS OR MINUS X 6 FT DEEP
 AB1664'HOLE (DESTROYED), MARSH IS 25 FT PLUS OR MINUS EAST EDGE OF
 AB1664'SAME (HOLE), R.P. 1 NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0912 ***********************************************************************
 CD0912  DESIGNATION -  MARSH
 CD0912  PID         -  CD0912
 CD0912  STATE/COUNTY-  TX/CULBERSON
 CD0912  USGS QUAD   -  DERRICK DRAW (1973)
 CD0912
 CD0912                         *CURRENT SURVEY CONTROL
 CD0912  ___________________________________________________________________
 CD0912* NAD 83(1993)-  31 42 56.73903(N)    104 03 08.22739(W)     ADJUSTED  
 CD0912* NAVD 88     -       952.     (meters)    3123.     (feet)  SCALED    
 CD0912  ___________________________________________________________________
 CD0912  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 CD0912  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 CD0912
 CD0912  HORZ ORDER  -  FIRST
 CD0912
 CD0912.The horizontal coordinates were established by classical geodetic methods
 CD0912.and adjusted by the National Geodetic Survey in February 1996..
 CD0912
 CD0912.The orthometric height was scaled from a topographic map.
 CD0912
 CD0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0912
 CD0912.The geoid height was determined by GEOID03.
 CD0912
 CD0912;                    North         East     Units Scale Factor Converg.
 CD0912;SPC TX C     - 3,233,051.119   347,584.771   MT  0.99995928   -1 54 55.7
 CD0912;SPC TX C     -10,607,101.88  1,140,367.70   sFT  0.99995928   -1 54 55.7
 CD0912;UTM  13      - 3,509,321.058   589,793.609   MT  0.99969944   +0 29 53.7
 CD0912
 CD0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0912!SPC TX C     -   0.99985442  x   0.99995928  =   0.99981371
 CD0912!UTM  13      -   0.99985442  x   0.99969944  =   0.99955391
 CD0912
 CD0912|---------------------------------------------------------------------|
 CD0912| PID    Reference Object                     Distance      Geod. Az  |
 CD0912|                                                           dddmmss.s |
 CD0912| CH8966 MARSH RM 1                           17.395 METERS 02009     |
 CD0912| CH8967 MARSH RM 2                           20.508 METERS 09041     |
 CD0912| CH8965 MARSH AZ MK                                        2340427.7 |
 CD0912|---------------------------------------------------------------------|
 CD0912
 CD0912                          SUPERSEDED SURVEY CONTROL
 CD0912
 CD0912  NAD 83(1993)-  31 42 56.73900(N)    104 03 08.22554(W) AD(       ) 1
 CD0912  NAD 83(1986)-  31 42 56.73911(N)    104 03 08.22546(W) AD(       ) 1
 CD0912  NAD 27      -  31 42 56.28800(N)    104 03 06.51500(W) AD(       ) 1
 CD0912
 CD0912.Superseded values are not recommended for survey control.
 CD0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0912.See file dsdata.txt to determine how the superseded data were derived.
 CD0912
 CD0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER8979409321(NAD 83)
 CD0912_MARKER: DS = TRIANGULATION STATION DISK
 CD0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0912_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CD0912
 CD0912  HISTORY     - Date     Condition        Report By
 CD0912  HISTORY     - 1943     MONUMENTED       CGS
 CD0912  HISTORY     - 1968     GOOD             CGS
 CD0912
 CD0912                          STATION DESCRIPTION
 CD0912
 CD0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0912'STATION IS LOCATED ABOUT 12.0 MILES SSW OF ORLA AND 31.0
 CD0912'MILES NW OF PECOS, ON A ROLLING HILL OVERLOOKING A SALT MARSH
 CD0912'TO THE W.  A HIGHER RIDGE IS ABOUT ONE MILE TO THE S.
 CD0912'
 CD0912'STATION IS ON HIGHEST POINT OF A LOW BRUSH-COVERED RIDGE.
 CD0912'A BRONZE STATION DISK SET IN A ROUND CONCRETE POST PROJECTING
 CD0912'TWO INCHES ABOVE THE GROUND.  STAMPED MARSH 1943.
 CD0912'
 CD0912'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 CD0912'DISKS SET IN CONCRETE.
 CD0912'
 CD0912'REFERENCE MARK 1 IS NNE OF THE STATION.  A BRONZE REFERENCE
 CD0912'DISK SET IN A ROUND CONCRETE POST PROJECTING TWO INCHES ABOVE
 CD0912'THE GROUND.  STAMPED MARSH NO 1 1943.
 CD0912'
 CD0912'REFERENCE MARK 2 IS E OF THE STATION.  A BRONZE REFERENCE DISK
 CD0912'SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 CD0912'STAMPED MARSH NO 2 1943.
 CD0912'
 CD0912'AZIMUTH MARK IS 0.25 MILE SW AND ON THE SAME RIDGE AS THE
 CD0912'STATION, 51.0 FEET NW OF A LARGE YUCCA TREE AND 4 FEET E OF
 CD0912'A 4- BY 6-INCH WOODEN WITNESS POST.  A BRONZE AZIMUTH DISK
 CD0912'SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 CD0912'GROUND.  STAMPED MARSH 1943.
 CD0912'
 CD0912'TO REACH FROM ORLA ON U.S. HIGHWAY 285, GO W ON PIPELINE
 CD0912'ROAD 2.4 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD AND TAKE
 CD0912'LEFT FORK 0.6 MILE TO FORKS.  TAKE LEFT FORK AND FOLLOW
 CD0912'MAIN-TRAVELED ROAD SW TOWARD SULPHUR MINES FOR 3.8 MILES TO A
 CD0912'WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON MAIN-TRAVELED
 CD0912'ROAD FOR 5.0 MILES.  HERE TURN LEFT AND GO SE ACROSS COUNTRY
 CD0912'FOR 0.9 MILE TO HIGHEST POINT OF HILL AND STATION.
 CD0912'
 CD0912'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CD0912
 CD0912                          STATION RECOVERY (1968)
 CD0912
 CD0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CD0912'*MR. COBURN, UTILITY DATA CORP., KANSAS CITY, MO. REPORTS
 CD0912'THAT THIS STATION WAS RECOVERED IN EXCELLENT CONDITION.  BUT
 CD0912'A NEW TO REACH DESCRIPTION FOLLOWS.
 CD0912'
 CD0912'TO REACH FROM ORLA ON U.S. HIGHWAY 285, GO WEST ON A PIPELINE
 CD0912'ROAD FOR 2.4 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD AND
 CD0912'CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO AN OIL ROAD LEFT.
 CD0912'TURN LEFT AND FOLLOW THE MAIN ROAD SSW FOR 3.8 MILES TO
 CD0912'ANOTHER CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE ON
 CD0912'MAIN ROAD FOR 5.0 MILES TO ANOTHER CATTLE GUARD.  CROSS
 CD0912'CATTLE GUARD, TURN LEFT, AND GO SOUTHEAST ON OIL ROAD FOR
 CD0912'0.7 MILE TO THE STATION 5 FEET TO THE LEFT OF THE ROAD AND
 CD0912'100 FEET SOUTH OF AN OIL WELL.
 CD0912'
 CD0912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 CD0912'SSW OF ORLA AND 31 MILES NW OF PECOS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6377 ***********************************************************************
 AW6377  DESIGNATION -  MARSH 1930
 AW6377  PID         -  AW6377
 AW6377  STATE/COUNTY-  TX/HARRIS
 AW6377  USGS QUAD   -  LA PORTE (1982)
 AW6377
 AW6377                         *CURRENT SURVEY CONTROL
 AW6377  ___________________________________________________________________
 AW6377* NAD 83(1993)-  29 42 57.98328(N)    095 03 20.23827(W)     ADJUSTED  
 AW6377* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6377  ___________________________________________________________________
 AW6377  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6377  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6377
 AW6377  HORZ ORDER  -  THIRD
 AW6377
 AW6377.The horizontal coordinates were established by classical geodetic methods
 AW6377.and adjusted by the National Geodetic Survey in February 1996..
 AW6377
 AW6377.The orthometric height was scaled from a topographic map.
 AW6377
 AW6377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6377
 AW6377.The geoid height was determined by GEOID03.
 AW6377
 AW6377;                    North         East     Units Scale Factor Converg.
 AW6377;SPC TXSC     - 4,215,097.051   981,540.835   MT  0.99988530   +1 55 56.6
 AW6377;SPC TXSC     -13,829,030.91  3,220,271.89   sFT  0.99988530   +1 55 56.6
 AW6377;UTM  15      - 3,289,096.977   301,156.312   MT  1.00008787   -1 01 09.5
 AW6377
 AW6377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6377!SPC TXSC     -   1.00000427  x   0.99988530  =   0.99988957
 AW6377!UTM  15      -   1.00000427  x   1.00008787  =   1.00009214
 AW6377
 AW6377                          SUPERSEDED SURVEY CONTROL
 AW6377
 AW6377  NAD 83(1986)-  29 42 57.99904(N)    095 03 20.21862(W) AD(       ) 3
 AW6377  NAD 27      -  29 42 57.17593(N)    095 03 19.47083(W) AD(       ) 3
 AW6377
 AW6377.Superseded values are not recommended for survey control.
 AW6377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6377.See file dsdata.txt to determine how the superseded data were derived.
 AW6377
 AW6377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0115689097(NAD 83)
 AW6377_MARKER: X = CHISELED CROSS
 AW6377_SETTING: 0 = UNSPECIFIED SETTING
 AW6377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6377
 AW6377  HISTORY     - Date     Condition        Report By
 AW6377  HISTORY     - 1930     MONUMENTED       CGS
 AW6377  HISTORY     - 1934     GOOD             TXGS
 AW6377  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6377  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6377  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW6377
 AW6377                          STATION DESCRIPTION
 AW6377
 AW6377'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6377'LOCATED AT THE W SIDE OF THE SMALL BAY W OF THE NARROW INLET W
 AW6377'OF ALEXANDER ISLAND, ON THE LOW MARSHLAND AT EDGE OF TREE LINE,
 AW6377'ABOUT 280 METERS NE OF A LARGE HOUSE BELONGING TO C.K. CLARK.
 AW6377'STATION IS AT THE MOUTH OF A TREE-COVERED GULLY EXTENDING
 AW6377'300 METERS TO THE W AND IS 14 METERS FROM A SMALL DOCK TO THE
 AW6377'S.  TO THE E AT 32 METERS IS THE MARSHY SHORELINE OF THE SMALL
 AW6377'BAY.
 AW6377'
 AW6377'STATION IS MARKED BY CROSS IN END OF 1/2-INCH BRASS ROD SET IN
 AW6377'A 4- BY 4-INCH POST OF CONCRETE.
 AW6377'
 AW6377'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6377'
 AW6377'REFERENCE MARK 1 IS 19.45 METERS FROM STATION N 56 DEG W.
 AW6377'
 AW6377'REFERENCE MARK 2 IS 23.12 METERS FROM STATION S 47 DEG W.
 AW6377
 AW6377                          STATION RECOVERY (1934)
 AW6377
 AW6377'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6377'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 AW6377'AS DESCRIBED.
 AW6377
 AW6377                          STATION RECOVERY (1952)
 AW6377
 AW6377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6377'STATION DESTROYED.  REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6377'THE DISTANCES TO THE STATION, FROM THE REFERENCE MARKS, AS
 AW6377'INDICATED BY THE ORIGINAL DESCRIPTION WOULD PLACE THE STATION
 AW6377'APPROXIMATELY 25 FEET OUT IN THE WATER.  THE STATION HAS BEEN
 AW6377'DESTROYED BY EROSION.
 AW6377
 AW6377                          STATION RECOVERY (1997)
 AW6377
 AW6377'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6377'MARK NOT FOUND.
 AW6377
 AW6377                          STATION RECOVERY (1997)
 AW6377
 AW6377'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6208 ***********************************************************************
 AW6208  DESIGNATION -  MARSH 1933
 AW6208  PID         -  AW6208
 AW6208  STATE/COUNTY-  TX/CHAMBERS
 AW6208  USGS QUAD   -  COVE (1993)
 AW6208
 AW6208                         *CURRENT SURVEY CONTROL
 AW6208  ___________________________________________________________________
 AW6208* NAD 83(1993)-  29 45 31.42265(N)    094 48 46.23326(W)     ADJUSTED  
 AW6208* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6208  ___________________________________________________________________
 AW6208  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW6208  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6208
 AW6208  HORZ ORDER  -  THIRD
 AW6208
 AW6208.The horizontal coordinates were established by classical geodetic methods
 AW6208.and adjusted by the National Geodetic Survey in February 1996..
 AW6208
 AW6208.The orthometric height was scaled from a topographic map.
 AW6208
 AW6208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6208
 AW6208.The geoid height was determined by GEOID03.
 AW6208
 AW6208;                    North         East     Units Scale Factor Converg.
 AW6208;SPC TXSC     - 4,220,634.472 1,004,846.092   MT  0.99989051   +2 03 04.8
 AW6208;SPC TXSC     -13,847,198.26  3,296,732.55   sFT  0.99989051   +2 03 04.8
 AW6208;UTM  15      - 3,293,427.647   324,719.189   MT  0.99997908   -0 54 00.1
 AW6208
 AW6208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6208!SPC TXSC     -   1.00000413  x   0.99989051  =   0.99989464
 AW6208!UTM  15      -   1.00000413  x   0.99997908  =   0.99998321
 AW6208
 AW6208                          SUPERSEDED SURVEY CONTROL
 AW6208
 AW6208  NAD 83(1986)-  29 45 31.43960(N)    094 48 46.21476(W) AD(       ) 3
 AW6208  NAD 27      -  29 45 30.64016(N)    094 48 45.48964(W) AD(       ) 3
 AW6208
 AW6208.Superseded values are not recommended for survey control.
 AW6208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6208.See file dsdata.txt to determine how the superseded data were derived.
 AW6208
 AW6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2471993428(NAD 83)
 AW6208_MARKER: DS = TRIANGULATION STATION DISK
 AW6208_SETTING: 0 = UNSPECIFIED SETTING
 AW6208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6208
 AW6208  HISTORY     - Date     Condition        Report By
 AW6208  HISTORY     - 1933     MONUMENTED       CGS
 AW6208  HISTORY     - 1962     GOOD             CGS
 AW6208
 AW6208                          STATION DESCRIPTION
 AW6208
 AW6208'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6208'ON THE NW SHORE OF GALVESTON BAY, ABOUT 10 MILES NE OF GOOSE
 AW6208'CREEK, 2 MILES SW OF THE MOUTH OF CROSS BAYOU, 3-1/2 MILES NW BY
 AW6208'N OF TRI CITY BEACH HOTEL, 1-1/4 MILES NE OF THE CLARK HOUSE,
 AW6208'AND 74 METERS NW OF THE BAY SHORE.
 AW6208'
 AW6208'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 AW6208'CONCRETE.
 AW6208'
 AW6208'NO REFERENCE MARK WAS SET.
 AW6208
 AW6208                          STATION RECOVERY (1962)
 AW6208
 AW6208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW6208'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1399 ***********************************************************************
 FL1399  DESIGNATION -  MARSH AZ MK
 FL1399  PID         -  FL1399
 FL1399  STATE/COUNTY-  TX/MOORE
 FL1399  USGS QUAD   -  LITTLE BLUE CREEK (1972)
 FL1399
 FL1399                         *CURRENT SURVEY CONTROL
 FL1399  ___________________________________________________________________
 FL1399* NAD 83(1993)-  35 51 29.70673(N)    101 45 33.88091(W)     ADJUSTED  
 FL1399* NAVD 88     -      1061.787  (meters)    3483.55   (feet)  ADJUSTED  
 FL1399  ___________________________________________________________________
 FL1399  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 FL1399  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 FL1399  DYNAMIC HT  -        1060.573 (meters)    3479.56  (feet)  COMP
 FL1399  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 FL1399
 FL1399  HORZ ORDER  -  THIRD
 FL1399  VERT ORDER  -  SECOND    CLASS 0
 FL1399
 FL1399.The horizontal coordinates were established by classical geodetic methods
 FL1399.and adjusted by the National Geodetic Survey in February 1996..
 FL1399.No horizontal observational check was made to the station.
 FL1399
 FL1399.The orthometric height was determined by differential leveling
 FL1399.and adjusted by the National Geodetic Survey in June 1991..
 FL1399
 FL1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1399
 FL1399.The geoid height was determined by GEOID03.
 FL1399
 FL1399.The dynamic height is computed by dividing the NAVD 88
 FL1399.geopotential number by the normal gravity value computed on the
 FL1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1399.degrees latitude (g = 980.6199 gals.).
 FL1399
 FL1399.The modeled gravity was interpolated from observed gravity values.
 FL1399
 FL1399;                    North         East     Units Scale Factor Converg.
 FL1399;SPC TX N     - 1,206,181.941   176,570.155   MT  0.99994033   -0 09 01.2
 FL1399;SPC TX N     - 3,957,281.92    579,297.25   sFT  0.99994033   -0 09 01.2
 FL1399;UTM  14      - 3,971,743.101   250,826.043   MT  1.00036513   -1 37 02.1
 FL1399
 FL1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1399!SPC TX N     -   0.99983756  x   0.99994033  =   0.99977790
 FL1399!UTM  14      -   0.99983756  x   1.00036513  =   1.00020263
 FL1399
 FL1399:                Primary Azimuth Mark                     Grid Az
 FL1399:SPC TX N     -  MARSH                                    113 17 56.4
 FL1399:UTM  14      -  MARSH                                    114 45 57.3
 FL1399
 FL1399|---------------------------------------------------------------------|
 FL1399| PID    Reference Object                     Distance      Geod. Az  |
 FL1399|                                                           dddmmss.s |
 FL1399| FL1398 MARSH                               APPROX. 0.9 KM 1130855.2 |
 FL1399| FL1836 MARSH RM 3                          APPROX. 0.9 KM 1154549.8 |
 FL1399|---------------------------------------------------------------------|
 FL1399
 FL1399                          SUPERSEDED SURVEY CONTROL
 FL1399
 FL1399  NAD 83(1993)-  35 51 29.70659(N)    101 45 33.88010(W) AD(       ) 3
 FL1399  NAD 83(1986)-  35 51 29.71595(N)    101 45 33.86879(W) AD(       ) 3
 FL1399  NAD 27      -  35 51 29.57302(N)    101 45 32.24648(W) AD(       ) 3
 FL1399  NGVD 29 (??/??/92) 1061.273  (m)         3481.86   (f) ADJ UNCH    2 0
 FL1399
 FL1399.Superseded values are not recommended for survey control.
 FL1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1399.See file dsdata.txt to determine how the superseded data were derived.
 FL1399
 FL1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5082671743(NAD 83)
 FL1399_MARKER: DZ = AZIMUTH MARK DISK
 FL1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1399_STAMPING: MARSH 1951
 FL1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1399+STABILITY: SURFACE MOTION
 FL1399
 FL1399  HISTORY     - Date     Condition        Report By
 FL1399  HISTORY     - 1951     MONUMENTED       CGS
 FL1399  HISTORY     - 1952     GOOD             NGS
 FL1399
 FL1399                          STATION DESCRIPTION
 FL1399
 FL1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1399'12.3 MI E FROM DUMAS.
 FL1399'12.3 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1399'HIGHWAY 287 AT DUMAS, 0.1 MILE WEST OF A FENCE LEADING SOUTH, 75 FEET
 FL1399'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 3
 FL1399'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL1399'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1397 ***********************************************************************
 FL1397  DESIGNATION -  MARSH RM 1
 FL1397  PID         -  FL1397
 FL1397  STATE/COUNTY-  TX/MOORE
 FL1397  USGS QUAD   -  POLLARD CREEK (1972)
 FL1397
 FL1397                         *CURRENT SURVEY CONTROL
 FL1397  ___________________________________________________________________
 FL1397* NAD 83(1986)-  35 51 17.     (N)    101 45 00.     (W)     SCALED    
 FL1397* NAVD 88     -      1058.812  (meters)    3473.79   (feet)  ADJUSTED  
 FL1397  ___________________________________________________________________
 FL1397  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 FL1397  DYNAMIC HT  -        1057.602 (meters)    3469.82  (feet)  COMP
 FL1397  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 FL1397
 FL1397  VERT ORDER  -  SECOND    CLASS 0
 FL1397
 FL1397.The horizontal coordinates were scaled from a topographic map and have
 FL1397.an estimated accuracy of +/- 6 seconds.
 FL1397
 FL1397.The orthometric height was determined by differential leveling
 FL1397.and adjusted by the National Geodetic Survey in June 1991..
 FL1397
 FL1397.The geoid height was determined by GEOID03.
 FL1397
 FL1397.The dynamic height is computed by dividing the NAVD 88
 FL1397.geopotential number by the normal gravity value computed on the
 FL1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1397.degrees latitude (g = 980.6199 gals.).
 FL1397
 FL1397.The modeled gravity was interpolated from observed gravity values.
 FL1397
 FL1397;                    North         East    Units  Estimated Accuracy
 FL1397;SPC TX N     - 1,205,790.      177,420.      MT  (+/- 180 meters Scaled)
 FL1397
 FL1397                          SUPERSEDED SURVEY CONTROL
 FL1397
 FL1397  NGVD 29 (??/??/92) 1058.300  (m)         3472.11   (f) ADJ UNCH    2 0
 FL1397
 FL1397.Superseded values are not recommended for survey control.
 FL1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1397.See file dsdata.txt to determine how the superseded data were derived.
 FL1397
 FL1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE516713(NAD 83)
 FL1397_MARKER: DR = REFERENCE MARK DISK
 FL1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1397_STAMPING: MARSH NO 1 1951
 FL1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1397+STABILITY: SURFACE MOTION
 FL1397
 FL1397  HISTORY     - Date     Condition        Report By
 FL1397  HISTORY     - 1951     MONUMENTED       CGS
 FL1397  HISTORY     - 1952     GOOD             NGS
 FL1397
 FL1397                          STATION DESCRIPTION
 FL1397
 FL1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1397'13.0 MI E FROM DUMAS.
 FL1397'13.0 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1397'HIGHWAY 287 AT DUMAS, 71.3 FEET EAST OF TRIANGULATION STATION MARSH
 FL1397'1951,  74 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.3 FEET WEST
 FL1397'OF THE WEST END OF A CATTLE GUARD, 2 FEET SOUTH OF A FENCE, SET IN THE
 FL1397'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1836 ***********************************************************************
 FL1836  DESIGNATION -  MARSH RM 3
 FL1836  PID         -  FL1836
 FL1836  STATE/COUNTY-  TX/MOORE
 FL1836  USGS QUAD   -  POLLARD CREEK (1972)
 FL1836
 FL1836                         *CURRENT SURVEY CONTROL
 FL1836  ___________________________________________________________________
 FL1836* NAD 83(1993)-  35 51 16.56470(N)    101 45 00.43667(W)     ADJUSTED  
 FL1836* NAVD 88     -      1057.8    (meters)    3470.     (feet)  VERTCON   
 FL1836  ___________________________________________________________________
 FL1836  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 FL1836  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 FL1836
 FL1836  HORZ ORDER  -  THIRD
 FL1836
 FL1836.The horizontal coordinates were established by classical geodetic methods
 FL1836.and adjusted by the National Geodetic Survey in February 1996..
 FL1836.No horizontal observational check was made to the station.
 FL1836
 FL1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1836
 FL1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1836
 FL1836.The geoid height was determined by GEOID03.
 FL1836
 FL1836;                    North         East     Units Scale Factor Converg.
 FL1836;SPC TX N     - 1,205,774.751   177,408.200   MT  0.99993984   -0 08 41.8
 FL1836;SPC TX N     - 3,955,946.00    582,046.74   sFT  0.99993984   -0 08 41.8
 FL1836;UTM  14      - 3,971,314.412   251,653.740   MT  1.00036005   -1 36 42.0
 FL1836
 FL1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1836!SPC TX N     -   0.99983818  x   0.99993984  =   0.99977803
 FL1836!UTM  14      -   0.99983818  x   1.00036005  =   1.00019817
 FL1836
 FL1836|---------------------------------------------------------------------|
 FL1836| PID    Reference Object                     Distance      Geod. Az  |
 FL1836|                                                           dddmmss.s |
 FL1836| FL1398 MARSH                                42.519 METERS 02220     |
 FL1836| CJ7801 MARSH RM 4                          124.163 METERS 09436     |
 FL1836| FL1399 MARSH AZ MK                         APPROX. 0.9 KM 2954609.4 |
 FL1836|---------------------------------------------------------------------|
 FL1836
 FL1836                          SUPERSEDED SURVEY CONTROL
 FL1836
 FL1836  NAD 83(1993)-  35 51 16.56459(N)    101 45 00.43585(W) AD(       ) 3
 FL1836  NAD 83(1986)-  35 51 16.57436(N)    101 45 00.42432(W) AD(       ) 3
 FL1836  NAD 27      -  35 51 16.43094(N)    101 44 58.80306(W) AD(       ) 3
 FL1836  NGVD 29 (07/19/86) 1057.3    (m)         3469.     (f) VERT ANG       
 FL1836
 FL1836.Superseded values are not recommended for survey control.
 FL1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1836.See file dsdata.txt to determine how the superseded data were derived.
 FL1836
 FL1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5165471314(NAD 83)
 FL1836_MARKER: DR = REFERENCE MARK DISK
 FL1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1836+STABILITY: SURFACE MOTION
 FL1836
 FL1836  HISTORY     - Date     Condition        Report By
 FL1836  HISTORY     - 1976     MONUMENTED       NGS
 FL1836
 FL1836                          STATION DESCRIPTION
 FL1836
 FL1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FL1836'THE STATION IS LOCATED ABOUT 13 MILES EAST OF DUMAS, 12 MILES
 FL1836'SOUTHEAST OF SUNRAY, AND ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY
 FL1836'152.
 FL1836'
 FL1836'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 87, 287
 FL1836'AND STATE HIGHWAY 152, IN DUMAS.  GO EAST ON STATE HIGHWAY 152 FOR
 FL1836'5.7 MILES TO THE INTERSECTION OF FARM ROAD 1284 ON THE LEFT.
 FL1836'CONTINUE EAST ON STATE HIGHWAY 152 FOR 6.85 MILES TO THE AZIMUTH
 FL1836'MARK ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 152 FOR 0.6
 FL1836'MILE TO MARK ON THE RIGHT.
 FL1836'
 FL1836'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL1836'CONCRETE POST, THAT PROJECTS ABOUT 12-INCHES AND IS STAMPED MARSH
 FL1836'1951 NO 3 1975.  IT IS 408 FEET SOUTHWEST OF THE WEST END OF GATE,
 FL1836'75 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY, AND 1.6 FEET EAST OF
 FL1836'A METAL WITNESS POST.
 FL1836'
 FL1836'SEE DESCRIPTION TO MARSH 1951, FOR DESCRIPTION OF STATION MARK,
 FL1836'REFERENCE MARK NO. 4 AND THE AZIMUTH MARK.
 FL1836'
 FL1836'NEAREST TOWN--DUMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0069 ***********************************************************************
 CR0069  DESIGNATION -  MARSHALL
 CR0069  PID         -  CR0069
 CR0069  STATE/COUNTY-  TX/HARRISON
 CR0069  USGS QUAD   -  MARSHALL EAST (1978)
 CR0069
 CR0069                         *CURRENT SURVEY CONTROL
 CR0069  ___________________________________________________________________
 CR0069* NAD 83(1986)-  32 32 29.     (N)    094 21 57.     (W)     SCALED    
 CR0069* NAVD 88     -       125.503  (meters)     411.75   (feet)  ADJUSTED  
 CR0069  ___________________________________________________________________
 CR0069  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0069  DYNAMIC HT  -         125.359 (meters)     411.28  (feet)  COMP
 CR0069  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CR0069
 CR0069  VERT ORDER  -  SECOND    CLASS 0
 CR0069
 CR0069.The horizontal coordinates were scaled from a topographic map and have
 CR0069.an estimated accuracy of +/- 6 seconds.
 CR0069
 CR0069.The orthometric height was determined by differential leveling
 CR0069.and adjusted by the National Geodetic Survey in June 1991..
 CR0069
 CR0069.The geoid height was determined by GEOID03.
 CR0069
 CR0069.The dynamic height is computed by dividing the NAVD 88
 CR0069.geopotential number by the normal gravity value computed on the
 CR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0069.degrees latitude (g = 980.6199 gals.).
 CR0069
 CR0069.The modeled gravity was interpolated from observed gravity values.
 CR0069
 CR0069;                    North         East    Units  Estimated Accuracy
 CR0069;SPC TXNC     - 2,104,640.      988,200.      MT  (+/- 180 meters Scaled)
 CR0069
 CR0069                          SUPERSEDED SURVEY CONTROL
 CR0069
 CR0069  NGVD 29 (??/??/92)  125.536  (m)          411.86   (f) ADJ UNCH    2 0
 CR0069
 CR0069.Superseded values are not recommended for survey control.
 CR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0069.See file dsdata.txt to determine how the superseded data were derived.
 CR0069
 CR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS717012(NAD 83)
 CR0069_MARKER: DD = SURVEY DISK
 CR0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0069_STAMPING: MARSHALL 1933
 CR0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0069+STABILITY: SURFACE MOTION
 CR0069
 CR0069  HISTORY     - Date     Condition        Report By
 CR0069  HISTORY     - 1933     MONUMENTED       LOCENG
 CR0069  HISTORY     - 1934     GOOD             NGS
 CR0069  HISTORY     - 1972     GOOD             LOCENG
 CR0069  HISTORY     - 1990     GOOD             USPSQD
 CR0069  HISTORY     - 19980117 GOOD             USPSQD
 CR0069  HISTORY     - 19980530 GOOD             USPSQD
 CR0069  HISTORY     - 20030614 GOOD             USPSQD
 CR0069  HISTORY     - 20051126 MARK NOT FOUND   USPSQD
 CR0069
 CR0069                          STATION DESCRIPTION
 CR0069
 CR0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0069'IN MARSHALL.
 CR0069'U.S. POST OFFICE AT SOUTH SIDE OF CITY SQUARE AND SOUTH WASHINGTON ST.
 CR0069'IN LAWN TERRACE, 4 FEET FROM NORTHEAST CORNER OF BUILDING.  5 FEET
 CR0069'FROM FLAG POLE.  TABLET SET IN TOP OF CONCRETE POST.  NOTE-- POST
 CR0069'OFFICE IS NOW FEDERAL BLDG.
 CR0069
 CR0069                          STATION RECOVERY (1972)
 CR0069
 CR0069'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CR0069'RECOVERED IN GOOD CONDITION.
 CR0069
 CR0069                          STATION RECOVERY (1990)
 CR0069
 CR0069'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CR0069'RECOVERED IN GOOD CONDITION.
 CR0069
 CR0069                          STATION RECOVERY (1998)
 CR0069
 CR0069'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0069'RECOVERED IN GOOD CONDITION.
 CR0069
 CR0069                          STATION RECOVERY (1998)
 CR0069
 CR0069'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0069'RECOVERED IN GOOD CONDITION.
 CR0069
 CR0069                          STATION RECOVERY (2003)
 CR0069
 CR0069'RECOVERY NOTE BY US POWER SQUADRON 2003 (WDW)
 CR0069'RECOVERED IN GOOD CONDITION.
 CR0069
 CR0069                          STATION RECOVERY (2005)
 CR0069
 CR0069'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CR0069'FLAG POLE HAS BEN MOVED TO THE NORTHWEST SIDE OF THE BUILDING.  THE
 CR0069'AREA APPEARS TO HAVE BEEN RESURFACED WITH BRICKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1598 ***********************************************************************
 AB1598  DESIGNATION -  MARSHALL
 AB1598  PID         -  AB1598
 AB1598  STATE/COUNTY-  TX/CAMERON
 AB1598  USGS QUAD   -  LA PALOMA (1970)
 AB1598
 AB1598                         *CURRENT SURVEY CONTROL
 AB1598  ___________________________________________________________________
 AB1598* NAD 83(1993)-  26 04 47.75208(N)    097 37 39.95102(W)     ADJUSTED  
 AB1598* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AB1598  ___________________________________________________________________
 AB1598  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AB1598  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 AB1598
 AB1598  HORZ ORDER  -  SECOND
 AB1598
 AB1598.The horizontal coordinates were established by classical geodetic methods
 AB1598.and adjusted by the National Geodetic Survey in February 1996..
 AB1598
 AB1598.The orthometric height was scaled from a topographic map.
 AB1598
 AB1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1598
 AB1598.The geoid height was determined by GEOID03.
 AB1598
 AB1598;                    North         East     Units Scale Factor Converg.
 AB1598;SPC TX S     - 5,046,089.594   387,268.387   MT  1.00002298   +0 23 45.6
 AB1598;SPC TX S     -16,555,378.94  1,270,563.03   sFT  1.00002298   +0 23 45.6
 AB1598;UTM  14      - 2,885,258.376   637,245.198   MT  0.99983257   +0 36 12.1
 AB1598
 AB1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1598!SPC TX S     -   1.00000354  x   1.00002298  =   1.00002652
 AB1598!UTM  14      -   1.00000354  x   0.99983257  =   0.99983611
 AB1598
 AB1598|---------------------------------------------------------------------|
 AB1598| PID    Reference Object                     Distance      Geod. Az  |
 AB1598|                                                           dddmmss.s |
 AB1598| CV2640 MARSHALL RM 1                        15.008 METERS 05310     |
 AB1598| AB1597 BENITO                              315.043 METERS 15336     |
 AB1598| CV2639 MARSHALL AZ MK                                     2830433.3 |
 AB1598| CV2641 MARSHALL RM 2                        22.138 METERS 32222     |
 AB1598| AB1608 SAN BENITO MUNICIPAL TANK           APPROX. 6.1 KM 3552426.6 |
 AB1598|---------------------------------------------------------------------|
 AB1598
 AB1598                          SUPERSEDED SURVEY CONTROL
 AB1598
 AB1598  NAD 83(1986)-  26 04 47.76176(N)    097 37 39.90960(W) AD(       ) 2
 AB1598  NAD 27      -  26 04 46.48400(N)    097 37 38.95100(W) AD(       ) 2
 AB1598
 AB1598.Superseded values are not recommended for survey control.
 AB1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1598.See file dsdata.txt to determine how the superseded data were derived.
 AB1598
 AB1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP3724585258(NAD 83)
 AB1598_MARKER: DS = TRIANGULATION STATION DISK
 AB1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1598
 AB1598  HISTORY     - Date     Condition        Report By
 AB1598  HISTORY     - 1947     MONUMENTED       CGS
 AB1598  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB1598  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB1598
 AB1598                          STATION DESCRIPTION
 AB1598
 AB1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1598'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF SAN BENITO ON THE
 AB1598'NORTHEAST BANK OF A LARGE RESACA.  IT IS 125 FEET NORTHWEST
 AB1598'OF IRRIGATION PUMP HOUSE, 55 FEET NORTHEAST OF THE BANK OF THE
 AB1598'RESACA AND 50 FEET SOUTHWEST OF A FENCELINE.  THE MARK PROJECTS
 AB1598'ABOUT 4 INCHES AND THE DISK IS STAMPED MARSHALL 1947.
 AB1598'
 AB1598'REFRENCE MARK NO. 1 IS 49.24 FEET NORTHEAST OF THE STATION.
 AB1598'IT IS 1 FOOT SOUTHWEST OF THE FENCELINE.  THE MARK PROJECTS
 AB1598'ABOUT 6 INCHES AND THE DISK IS STAMPED MARSHALL NO 1 1947.
 AB1598'
 AB1598'REFERENCE MARK NO. 2 IS 72.63 FEET NORTHWEST OF THE STATION.
 AB1598'IT IS 55 FEET NORTHEAST OF THE RESACA.  THE MARK PROJECTS
 AB1598'ABOUT 6 INCHES AND THE DISK IS STAMPED MARSHALL NO 2 1947.
 AB1598'
 AB1598'AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION.  IT IS
 AB1598'26 FEET WEST OF THE CENTER OF THE ROAD AND 2 FEET SOUTHEAST
 AB1598'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 AB1598'AND THE DISK IS STAMPED MARSHALL 1947.
 AB1598'
 AB1598'BENITO IS ABOUT 0.2 MILE SOUTHEAST OF THE STATION ON LAND
 AB1598'NOW BEING CLEARED FOR CULTIVATION.  THE SURFACE MARK HAS
 AB1598'BEEN DESTROYED AND THE UNDERGROUND MARK IS ABOUT 14 INCHES
 AB1598'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 AB1598'BENITO 1913.
 AB1598'
 AB1598'TO REACH THE STATION FROM THE INTERSECTION OF ROBERTSON STREET
 AB1598'AND SAM HOUSTON BLVD. IN SAN BENITO GO SOUTH ON SAM HOUSTON
 AB1598'BLVD. FOR 1.3 MILES TO A PAVED T-ROAD LEFT, TURN LEFT AND
 AB1598'GO 2.1 MILES TO THE END OF THE PAVEMENT AND CROSS ROAD, TURN
 AB1598'RIGHT AND GO 1.2 MILES TO A HOUSE ON THE RIGHT JUST BEFORE
 AB1598'REACHING A BRIDGE OVER THE RESACA, TURN LEFT AND GO 0.3 MILE
 AB1598'ALONG THE EASTERLY BANK OF THE RESACA TO THE STATION.
 AB1598'
 AB1598'TO REACH THE AZIMUTH MARK FROM THE BRIDGE OVER THE RESACA GO
 AB1598'SOUTH 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AB1598'
 AB1598'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AB1598
 AB1598                          STATION RECOVERY (1954)
 AB1598
 AB1598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1598'THIS MARK WAS SEARCHED FOR BUT NOT FOUND.  THE RESACA HAD
 AB1598'BEEN BLADED AND CUT DOWN.  THE SURFACE MARK PROBABLY DESTROYED.
 AB1598'PIPE LINE PASSES THRU THIS AREA.  ONE LARGE PIECE OF MONUMENT
 AB1598'WAS FOUND BUT NO TABLET.  PRESUMED DESTROYED BY PIPE LINE
 AB1598'CONSTRUCTION.
 AB1598
 AB1598                          STATION RECOVERY (1991)
 AB1598
 AB1598'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1080 ***********************************************************************
 CR1080  DESIGNATION -  MARSHALL
 CR1080  PID         -  CR1080
 CR1080  STATE/COUNTY-  TX/HARRISON
 CR1080  USGS QUAD   -  MARSHALL EAST (1978)
 CR1080
 CR1080                         *CURRENT SURVEY CONTROL
 CR1080  ___________________________________________________________________
 CR1080* NAD 83(1993)-  32 31 19.64751(N)    094 18 43.21118(W)     ADJUSTED  
 CR1080* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 CR1080  ___________________________________________________________________
 CR1080  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CR1080  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CR1080
 CR1080  HORZ ORDER  -  FIRST
 CR1080
 CR1080.This mark is at Harrison Co (ASL) Airport (ASL)
 CR1080
 CR1080.The horizontal coordinates were established by classical geodetic methods
 CR1080.and adjusted by the National Geodetic Survey in February 1996..
 CR1080
 CR1080.The orthometric height was scaled from a topographic map.
 CR1080
 CR1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1080
 CR1080.The geoid height was determined by GEOID03.
 CR1080
 CR1080;                    North         East     Units Scale Factor Converg.
 CR1080;SPC TXNC     - 2,102,703.646   993,340.356   MT  0.99991503   +2 17 02.8
 CR1080;SPC TXNC     - 6,898,620.21  3,258,984.15   sFT  0.99991503   +2 17 02.8
 CR1080;UTM  15      - 3,599,070.202   376,777.122   MT  0.99978723   -0 42 19.6
 CR1080
 CR1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1080!SPC TXNC     -   0.99998702  x   0.99991503  =   0.99990205
 CR1080!UTM  15      -   0.99998702  x   0.99978723  =   0.99977425
 CR1080
 CR1080|---------------------------------------------------------------------|
 CR1080| PID    Reference Object                     Distance      Geod. Az  |
 CR1080|                                                           dddmmss.s |
 CR1080| CX6719 MARSHALL RM 1                        19.075 METERS 04847     |
 CR1080| CX6720 MARSHALL RM 2                        28.987 METERS 11750     |
 CR1080| CX6718 MARSHALL AZ MK                                     2404729.1 |
 CR1080| CR1079 MARSHALL S MUNICIPAL TANK           APPROX. 4.8 KM 2893447.6 |
 CR1080| CR1076 MARSHALL E TEX BAP COLL CHAPEL      APPROX. 6.9 KM 3032722.8 |
 CR1080| CR1078 MARSHALL N MUNICIPAL TANK           APPROX. 6.5 KM 3112728.4 |
 CR1080| CR1075 MARSHALL RAD STA KMHT MAST          APPROX. 6.0 KM 3203906.9 |
 CR1080|---------------------------------------------------------------------|
 CR1080
 CR1080                          SUPERSEDED SURVEY CONTROL
 CR1080
 CR1080  NAD 83(1986)-  32 31 19.65639(N)    094 18 43.20048(W) AD(       ) 1
 CR1080  NAD 27      -  32 31 19.11220(N)    094 18 42.50150(W) AD(       ) 1
 CR1080
 CR1080.Superseded values are not recommended for survey control.
 CR1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1080.See file dsdata.txt to determine how the superseded data were derived.
 CR1080
 CR1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7677799070(NAD 83)
 CR1080_MARKER: DS = TRIANGULATION STATION DISK
 CR1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1080
 CR1080  HISTORY     - Date     Condition        Report By
 CR1080  HISTORY     - 1950     MONUMENTED       CGS
 CR1080  HISTORY     - 1956     GOOD             CGS
 CR1080  HISTORY     - 1963     GOOD             CGS
 CR1080  HISTORY     - 1965     GOOD             CGS
 CR1080  HISTORY     - 1968     GOOD             BGAS
 CR1080  HISTORY     - 1969     GOOD             BGAS
 CR1080  HISTORY     - 1976     GOOD             NGS
 CR1080  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR1080
 CR1080                          STATION DESCRIPTION
 CR1080
 CR1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1080'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF THE CENTER
 CR1080'OF THE CITY OF MARSHALL, NEAR THE MAIN HANGER AND AIRPLANE
 CR1080'PARKING APRON OF THE HARRISON COUNTY MUNICIPAL AIRPORT.
 CR1080'IT IS 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGER,
 CR1080'62 FEET WEST OF THE WEST EDGE OF THE PARKING APRON AND 82
 CR1080'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE HARD-SURFACED
 CR1080'DRIVEWAY OF THE FIELD.  THE MARK PROJECTS ABOUT 1 INCH AND THE
 CR1080'DISC IS STAMPED, MARSHALL 1950.
 CR1080'
 CR1080'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF FARM ROAD 31, 59 FEET
 CR1080'SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, ABOUT 100
 CR1080'FEET WEST OF A SIDE ROAD AND 4-1/2 FEET EAST OF A WHITE WITNESS
 CR1080'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED,
 CR1080'MARSHALL 1950.
 CR1080'
 CR1080'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF THE SOUTH SIDE OF THE
 CR1080'HANGER, 1 FOOT WEST OF A FENCE AND 3 FEET WEST OF THE WEST
 CR1080'EDGE OF THE PARKING APRON.  THE MARK PROJECTS ABOUT 1 INCH AND THE
 CR1080'DISC IS STAMPED, MARSHALL NO 1 1950.
 CR1080'
 CR1080'REFERENCE MARK NO. 2 IS NEAR THE GATE AT THE ENTRANCE TO THE
 CR1080'PARKING APRON, 2-1/2 FEET NORTH OF THE NORTH GATE POST, 3
 CR1080'FEET WEST OF THE WEST EDGE OF THE PARKING APRON, AND 51 FEET
 CR1080'EAST OF THE SOUTHEAST CORNER OF THE ADMINSTRATION BUILDING.
 CR1080'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED,
 CR1080'MARSHALL NO 2 1950.
 CR1080'
 CR1080'THE STATION WAS REACHED FROM THE EAST SIDE OF THE SQUARE
 CR1080'IN THE CITY OF MARSHALL, BY GOING EAST ON EAST HOUSTON STREET
 CR1080'FOR 0.95 MILE TO E END BOULEVARD S AND U.S. HIGHWAY 59.  HERE
 CR1080'TURN RIGHT OR SOUTH AND FOLLOW U.S. HIGHWAY 59 FOR 0.6 MILE
 CR1080'TO FARM ROUTE 31 ON THE LEFT.  THENCE TURN LEFT AND GO EASTERLY
 CR1080'ON FARM ROUTE 31 FOR 2.0 MILES TO A CROSSROADS AND THE AZIMUTH
 CR1080'MARK ON THE RIGHT AS DESCRIBED ABOVE.  THENCE TURN LEFT ON
 CR1080'SIDEROAD AND GO 0.95 MILES TO THE AIRPORT HANGER AND THE STATION
 CR1080'SITE AS DESCRIBED ABOVE.
 CR1080'
 CR1080'A 77 FOOT SIGNAL AT COCKRELL WAS VISIBLE AT 70 FEET.
 CR1080'
 CR1080'A 90 FOOT SIGNAL AT WILEY WAS VISIBLE AT 70 FEET.
 CR1080'
 CR1080'A 90 FOOT SIGNAL AT SULLIVAN WAS VISIBLE AT 70 FEET.
 CR1080'
 CR1080'A 90 FOOT SIGNAL AT GRANGER WAS VISIBLE AT 64 FEET.
 CR1080'
 CR1080'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1080
 CR1080                          STATION RECOVERY (1956)
 CR1080
 CR1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1080'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CR1080'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 CR1080'PROCEEDING TO STATION SITE ARE CORRECT.
 CR1080
 CR1080                          STATION RECOVERY (1963)
 CR1080
 CR1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CR1080'RECOVERED AS DESCRIBED.
 CR1080
 CR1080                          STATION RECOVERY (1965)
 CR1080
 CR1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CR1080'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CR1080'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT WAS NECESSARY
 CR1080'TO CLEAR A LINE THROUGH LIGHT TIMBER TO SEE THE AZIMUTH MARK.
 CR1080
 CR1080                          STATION RECOVERY (1968)
 CR1080
 CR1080'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1968 (RLW)
 CR1080'MARSHALL 1950 RECOVERED GOOD.
 CR1080'
 CR1080'MARSHALL R.M. 1 1950 RECOVERED GOOD.
 CR1080'
 CR1080'MARSHALL R.M. 2 1950 RECOVERED GOOD.
 CR1080'
 CR1080'(AZ. MK.) MARSHALL 1950 RECOVERED GOOD.
 CR1080'
 CR1080'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 CR1080
 CR1080                          STATION RECOVERY (1969)
 CR1080
 CR1080'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1969
 CR1080'MARSHALL RECOVERED GOOD.
 CR1080'
 CR1080'REF 1 RECOVERED GOOD.
 CR1080'
 CR1080'REF 2 RECOVERED GOOD.
 CR1080
 CR1080                          STATION RECOVERY (1976)
 CR1080
 CR1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 CR1080'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CR1080'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 CR1080'NOT SEARCHED FOR.
 CR1080'
 CR1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES SE OF
 CR1080'THE CENTER OF MARSHALL.
 CR1080
 CR1080                          STATION RECOVERY (1998)
 CR1080
 CR1080'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1076 ***********************************************************************
 CR1076  DESIGNATION -  MARSHALL E TEX BAP COLL CHAPEL
 CR1076  PID         -  CR1076
 CR1076  STATE/COUNTY-  TX/HARRISON
 CR1076  USGS QUAD   -  MARSHALL EAST (1978)
 CR1076
 CR1076                         *CURRENT SURVEY CONTROL
 CR1076  ___________________________________________________________________
 CR1076* NAD 83(1993)-  32 33 22.64745(N)    094 22 23.09697(W)     ADJUSTED  
 CR1076* NAVD 88     -                                                        
 CR1076  ___________________________________________________________________
 CR1076  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 CR1076  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR1076
 CR1076  HORZ ORDER  -  THIRD
 CR1076
 CR1076.The horizontal coordinates were established by classical geodetic methods
 CR1076.and adjusted by the National Geodetic Survey in February 1996..
 CR1076
 CR1076
 CR1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1076
 CR1076.The geoid height was determined by GEOID03.
 CR1076
 CR1076;                    North         East     Units Scale Factor Converg.
 CR1076;SPC TXNC     - 2,106,262.320   987,457.906   MT  0.99990974   +2 15 02.9
 CR1076;SPC TXNC     - 6,910,295.63  3,239,684.81   sFT  0.99990974   +2 15 02.9
 CR1076;UTM  15      - 3,602,930.388   371,088.946   MT  0.99980492   -0 44 20.4
 CR1076
 CR1076                          SUPERSEDED SURVEY CONTROL
 CR1076
 CR1076  NAD 83(1986)-  32 33 22.65618(N)    094 22 23.08638(W) AD(       ) 4
 CR1076  NAD 27      -  32 33 22.11600(N)    094 22 22.37600(W) AD(       ) 3
 CR1076
 CR1076.Superseded values are not recommended for survey control.
 CR1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1076.See file dsdata.txt to determine how the superseded data were derived.
 CR1076
 CR1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7108902930(NAD 83)
 CR1076_MARKER: 89 = SPIRE
 CR1076
 CR1076  HISTORY     - Date     Condition        Report By
 CR1076  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1076  HISTORY     - 1956     GOOD             CGS
 CR1076  HISTORY     - 1965     GOOD             CGS
 CR1076  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR1076  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR1076
 CR1076                          STATION DESCRIPTION
 CR1076
 CR1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1076'THIS STATION IS LOCATED IN THE NORTHWEST CORNER OF THE CITY
 CR1076'OF MARSHALL AND ON THE CAMPUS OF EAST TEXAS BAPTIST COLLEGE.
 CR1076'IT IS ON THE SOUTH END OF SCARBOROUGH CHAPEL.  SCARBOROUGH CHAPEL
 CR1076'IS A LONG BUILDING (ITS LENGTH IS NORTH AND SOUTH) WITH
 CR1076'A LIGHT GREY ROOF AND BROAD STEPS AT THE SOUTH END.  THE
 CR1076'STATION IS THE HIGH, SILVER COLORED, SLENDER SPIRE AT THE SOUTH
 CR1076'END OF THE BUILDING.  THE TOP OF THE SPIRE WAS THE POINT
 CR1076'INTERSECTED.
 CR1076
 CR1076                          STATION RECOVERY (1956)
 CR1076
 CR1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1076'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 CR1076'
 CR1076'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 CR1076
 CR1076                          STATION RECOVERY (1965)
 CR1076
 CR1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CR1076'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1076
 CR1076                          STATION RECOVERY (1998)
 CR1076
 CR1076'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1076'MARK NOT FOUND.
 CR1076
 CR1076                          STATION RECOVERY (2003)
 CR1076
 CR1076'RECOVERY NOTE BY US POWER SQUADRON 2003 (WDW)
 CR1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1078 ***********************************************************************
 CR1078  DESIGNATION -  MARSHALL N MUNICIPAL TANK
 CR1078  PID         -  CR1078
 CR1078  STATE/COUNTY-  TX/HARRISON
 CR1078  USGS QUAD   -  MARSHALL EAST (1978)
 CR1078
 CR1078                         *CURRENT SURVEY CONTROL
 CR1078  ___________________________________________________________________
 CR1078* NAD 83(1993)-  32 33 38.79883(N)    094 21 49.26148(W)     ADJUSTED  
 CR1078* NAVD 88     -                                                        
 CR1078  ___________________________________________________________________
 CR1078  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CR1078  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR1078
 CR1078  HORZ ORDER  -  THIRD
 CR1078
 CR1078.The horizontal coordinates were established by classical geodetic methods
 CR1078.and adjusted by the National Geodetic Survey in February 1996..
 CR1078
 CR1078
 CR1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1078
 CR1078.The geoid height was determined by GEOID03.
 CR1078
 CR1078;                    North         East     Units Scale Factor Converg.
 CR1078;SPC TXNC     - 2,106,794.130   988,320.275   MT  0.99990907   +2 15 21.3
 CR1078;SPC TXNC     - 6,912,040.41  3,242,514.10   sFT  0.99990907   +2 15 21.3
 CR1078;UTM  15      - 3,603,416.442   371,977.785   MT  0.99980210   -0 44 02.5
 CR1078
 CR1078                          SUPERSEDED SURVEY CONTROL
 CR1078
 CR1078  NAD 83(1986)-  32 33 38.80750(N)    094 21 49.25082(W) AD(       ) 4
 CR1078  NAD 27      -  32 33 38.26700(N)    094 21 48.54300(W) AD(       ) 3
 CR1078
 CR1078.Superseded values are not recommended for survey control.
 CR1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1078.See file dsdata.txt to determine how the superseded data were derived.
 CR1078
 CR1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7197803416(NAD 83)
 CR1078_MARKER: 53 = ELEVATED TANK
 CR1078
 CR1078  HISTORY     - Date     Condition        Report By
 CR1078  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1078  HISTORY     - 1956     GOOD             CGS
 CR1078  HISTORY     - 1958     GOOD             CGS
 CR1078  HISTORY     - 1965     GOOD             CGS
 CR1078  HISTORY     - 19980117 GOOD             USPSQD
 CR1078  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR1078
 CR1078                          STATION DESCRIPTION
 CR1078
 CR1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1078'THIS STATION IS LOCATED AT THE NORTH EDGE OF MARSHALL, ABOUT 100
 CR1078'FEET EAST OF THE EAST EDGE OF A LARGE MINING EXCAVATION
 CR1078'AND ABOUT 50 FEET WEST OF THE NORTHWARD EXTENSION OF LAKE STREET.
 CR1078'THE STATION IS A LARGE ELEVATED WATER TANK, ABOUT 130 FEET HIGH,
 CR1078'SILVER COLORED AND SUPPORTED ON 4 LEGS.  THE POINT INTERSECTED
 CR1078'WAS THE SILVER COLORED BALL AT THE APEX OF THE CONE SHAPED ROOF.
 CR1078
 CR1078                          STATION RECOVERY (1956)
 CR1078
 CR1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1078'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1078'
 CR1078'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 CR1078
 CR1078                          STATION RECOVERY (1958)
 CR1078
 CR1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1078'THE STATION IS LOCATED IN THE NORTH EDGE OF MARSHALL.  THE
 CR1078'TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND ITS
 CR1078'OVER-ALL HEIGHT IS ABOUT 120 FEET.  IT IS PAINTED SILVER IN
 CR1078'COLOR.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
 CR1078'
 CR1078'TO REACH FROM THE JUNCTION OF IDA ST. AND LAKE ST. IN THE
 CR1078'NORTH SECTION OF MARSHALL, GO 1 BLOCK NORTH TO WATER TANK ON LEFT.
 CR1078
 CR1078                          STATION RECOVERY (1965)
 CR1078
 CR1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CR1078'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1078
 CR1078                          STATION RECOVERY (1998)
 CR1078
 CR1078'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1078'RECOVERED IN GOOD CONDITION.
 CR1078
 CR1078                          STATION RECOVERY (2003)
 CR1078
 CR1078'RECOVERY NOTE BY US POWER SQUADRON 2003 (WDW)
 CR1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1075 ***********************************************************************
 CR1075  DESIGNATION -  MARSHALL RAD STA KMHT MAST
 CR1075  PID         -  CR1075
 CR1075  STATE/COUNTY-  TX/HARRISON
 CR1075  USGS QUAD   -  MARSHALL EAST (1978)
 CR1075
 CR1075                         *CURRENT SURVEY CONTROL
 CR1075  ___________________________________________________________________
 CR1075* NAD 83(1993)-  32 33 49.45484(N)    094 21 08.27564(W)     ADJUSTED  
 CR1075* NAVD 88     -                                                        
 CR1075  ___________________________________________________________________
 CR1075  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CR1075  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR1075
 CR1075  HORZ ORDER  -  THIRD
 CR1075
 CR1075.The horizontal coordinates were established by classical geodetic methods
 CR1075.and adjusted by the National Geodetic Survey in February 1996..
 CR1075
 CR1075
 CR1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1075
 CR1075.The geoid height was determined by GEOID03.
 CR1075
 CR1075;                    North         East     Units Scale Factor Converg.
 CR1075;SPC TXNC     - 2,107,164.240   989,375.592   MT  0.99990863   +2 15 43.7
 CR1075;SPC TXNC     - 6,913,254.68  3,245,976.42   sFT  0.99990863   +2 15 43.7
 CR1075;UTM  15      - 3,603,730.967   373,050.855   MT  0.99979873   -0 43 40.6
 CR1075
 CR1075                          SUPERSEDED SURVEY CONTROL
 CR1075
 CR1075  NAD 83(1986)-  32 33 49.46358(N)    094 21 08.26490(W) AD(       ) 4
 CR1075  NAD 27      -  32 33 48.92400(N)    094 21 07.56000(W) AD(       ) 3
 CR1075
 CR1075.Superseded values are not recommended for survey control.
 CR1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1075.See file dsdata.txt to determine how the superseded data were derived.
 CR1075
 CR1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7305103731(NAD 83)
 CR1075_MARKER: 42 = RADIO/TV MAST
 CR1075
 CR1075  HISTORY     - Date     Condition        Report By
 CR1075  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1075  HISTORY     - 1958     GOOD             CGS
 CR1075  HISTORY     - 1965     GOOD             CGS
 CR1075  HISTORY     - 19980117 GOOD             USPSQD
 CR1075  HISTORY     - 20030614 GOOD             USPSQD
 CR1075
 CR1075                          STATION DESCRIPTION
 CR1075
 CR1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1075'STATION IS LOCATED JUST WITHIN THE CITY LIMITS IN THE NORTHEAST
 CR1075'EDGE OF MARSHALL.  STATION IS 308 FEET HIGH, OF STEEL CONSTRUCTION
 CR1075'AND IS PAINTED ALTERNATELY RED AND WHITE.  THE POINT INTERSECTED
 CR1075'WAS THE RED LIGHT ATOP THE MAST.
 CR1075'
 CR1075'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 80 IN THE
 CR1075'NORTHEAST PART OF MARSHALL GO NORTH ON U.S. HIGHWAY 59 FOR 1.2
 CR1075'MILES TO SIDE ROAD LEFT.  TURN SHARP LEFT AND GO SOUTHWESTERLY
 CR1075'ON HARD SURFACED ROAD FOR 0.2 MILE TO STATION ON RIGHT JUST
 CR1075'SOUTHWEST OF RADIO TRANSMITTER BUILDING.
 CR1075
 CR1075                          STATION RECOVERY (1958)
 CR1075
 CR1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1075'THE STATION IS LOCATED IN THE NORTH EDGE OF MARSHALL.  THE MAST
 CR1075'IS MOUNTED ON A CEMENT PIER AND PAINTED RED AND WHITE IN COLOR,
 CR1075'ITS OVER-ALL HEIGHT IS ABOUT 250 FEET.  THE RED LIGHT AT THE
 CR1075'TOP AND CENTER WAS THE POINT INTERSECTED.
 CR1075'
 CR1075'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND U.S. HIGHWAY
 CR1075'59 IN THE NORTHEAST EDGE OF MARSHALL, GO NORTHERLY ON U.S.
 CR1075'HIGHWAY 59 FOR 1.2 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 CR1075'GO 0.2 MILE TO STATION ON THE RIGHT.
 CR1075
 CR1075                          STATION RECOVERY (1965)
 CR1075
 CR1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CR1075'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1075
 CR1075                          STATION RECOVERY (1998)
 CR1075
 CR1075'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1075'RECOVERED IN GOOD CONDITION.
 CR1075
 CR1075                          STATION RECOVERY (2003)
 CR1075
 CR1075'RECOVERY NOTE BY US POWER SQUADRON 2003 (WDW)
 CR1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1079 ***********************************************************************
 CR1079  DESIGNATION -  MARSHALL S MUNICIPAL TANK
 CR1079  PID         -  CR1079
 CR1079  STATE/COUNTY-  TX/HARRISON
 CR1079  USGS QUAD   -  MARSHALL EAST (1978)
 CR1079
 CR1079                         *CURRENT SURVEY CONTROL
 CR1079  ___________________________________________________________________
 CR1079* NAD 83(1993)-  32 32 12.02142(N)    094 21 37.14905(W)     ADJUSTED  
 CR1079* NAVD 88     -                                                        
 CR1079  ___________________________________________________________________
 CR1079  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CR1079  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR1079
 CR1079  HORZ ORDER  -  THIRD
 CR1079
 CR1079.The horizontal coordinates were established by classical geodetic methods
 CR1079.and adjusted by the National Geodetic Survey in February 1996..
 CR1079
 CR1079
 CR1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1079
 CR1079.The geoid height was determined by GEOID03.
 CR1079
 CR1079;                    North         East     Units Scale Factor Converg.
 CR1079;SPC TXNC     - 2,104,135.744   988,741.278   MT  0.99991274   +2 15 27.9
 CR1079;SPC TXNC     - 6,903,318.69  3,243,895.34   sFT  0.99991274   +2 15 27.9
 CR1079;UTM  15      - 3,600,740.009   372,259.532   MT  0.99980122   -0 43 54.2
 CR1079
 CR1079                          SUPERSEDED SURVEY CONTROL
 CR1079
 CR1079  NAD 83(1986)-  32 32 12.03025(N)    094 21 37.13823(W) AD(       ) 4
 CR1079  NAD 27      -  32 32 11.48700(N)    094 21 36.43400(W) AD(       ) 3
 CR1079
 CR1079.Superseded values are not recommended for survey control.
 CR1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1079.See file dsdata.txt to determine how the superseded data were derived.
 CR1079
 CR1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7226000740(NAD 83)
 CR1079_MARKER: 53 = ELEVATED TANK
 CR1079
 CR1079  HISTORY     - Date     Condition        Report By
 CR1079  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1079  HISTORY     - 1956     GOOD             CGS
 CR1079  HISTORY     - 1965     GOOD             CGS
 CR1079  HISTORY     - 19980117 GOOD             USPSQD
 CR1079  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR1079
 CR1079                          STATION DESCRIPTION
 CR1079
 CR1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1079'STATION IS LOCATED IN THE SOUTHEASTERN PART OF THE CITY OF
 CR1079'MARSHALL, ON THE SUMMIT OF A HILL, THE HIGHEST ELEVATION IN
 CR1079'THAT AREA.  IT IS 1/2 BLOCK EAST OF KEY STREET AND ABOUT 1/2 MILE
 CR1079'SOUTH OF THE RAILROAD TRACKS.  THE STATION IS A LARGE ELEVATED
 CR1079'TANK, ABOUT 75 FEET HIGH, SUPPORTED BY A LATTICE-WORK OF TEN
 CR1079'LEGS AND DIAGIONAL BRACES OF STEEL, AND IS PAINTED A SILVER
 CR1079'COLOR.  THE POINT INTERSECTED WAS THE SILVER BALL AT THE
 CR1079'APEX AND CENTER OF THE TANK.
 CR1079
 CR1079                          STATION RECOVERY (1956)
 CR1079
 CR1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1079'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1079'
 CR1079'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 CR1079
 CR1079                          STATION RECOVERY (1965)
 CR1079
 CR1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CR1079'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1079
 CR1079                          STATION RECOVERY (1998)
 CR1079
 CR1079'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1079'RECOVERED IN GOOD CONDITION.
 CR1079
 CR1079                          STATION RECOVERY (2003)
 CR1079
 CR1079'RECOVERY NOTE BY US POWER SQUADRON 2003 (WDW)
 CR1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3772 ***********************************************************************
 DH3772  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3772  DESIGNATION -  MARSHALL TX CORS ARP
 DH3772  CORS_ID     -  TXMA
 DH3772  PID         -  DH3772
 DH3772  STATE/COUNTY-  TX/HARRISON
 DH3772  USGS QUAD   -  MARSHALL EAST (1978)
 DH3772
 DH3772                         *CURRENT SURVEY CONTROL
 DH3772  ___________________________________________________________________
 DH3772* NAD 83(CORS)-  32 32 07.12507(N)    094 17 19.08282(W)     ADJUSTED  
 DH3772* NAVD 88     -                                                        
 DH3772  ___________________________________________________________________
 DH3772  EPOCH DATE  -        2002.00
 DH3772  X           -    -402,503.351 (meters)                     COMP
 DH3772  Y           -  -5,367,363.518 (meters)                     COMP
 DH3772  Z           -   3,410,668.477 (meters)                     COMP
 DH3772  ELLIP HEIGHT-          80.37  (meters)          (06/??/05) GPS OBS
 DH3772  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DH3772
 DH3772  HORZ ORDER  -  SPECIAL (CORS)
 DH3772  ELLP ORDER  -  SPECIAL (CORS)
 DH3772
 DH3772.ITRF positions are available for this station.
 DH3772.The coordinates were established by GPS observations
 DH3772.and adjusted by the National Geodetic Survey in June 2005..
 DH3772.The coordinates are valid at the epoch date displayed above.
 DH3772.The epoch date for horizontal control is a decimal equivalence
 DH3772.of Year/Month/Day.
 DH3772
 DH3772
 DH3772.The PID for the CORS L1 Phase Center is DH3773.
 DH3772
 DH3772.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3772
 DH3772.The ellipsoidal height was determined by GPS observations
 DH3772.and is referenced to NAD 83.
 DH3772
 DH3772.The geoid height was determined by GEOID03.
 DH3772
 DH3772;                    North         East     Units Scale Factor Converg.
 DH3772;SPC TXNC     - 2,104,252.608   995,475.412   MT  0.99991295   +2 17 48.7
 DH3772;SPC TXNC     - 6,903,702.10  3,265,988.91   sFT  0.99991295   +2 17 48.7
 DH3772
 DH3772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3772!SPC TXNC     -   0.99998738  x   0.99991295  =   0.99990033
 DH3772
 DH3772                          SUPERSEDED SURVEY CONTROL
 DH3772
 DH3772.No superseded survey control is available for this station.
 DH3772
 DH3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7899000506(NAD 83)
 DH3772_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3772
 DH3772                          STATION DESCRIPTION
 DH3772
 DH3772'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3772'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3772'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3772'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3772'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3772'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3773 ***********************************************************************
 DH3773  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3773  DESIGNATION -  MARSHALL TX CORS L1 PHASE CENTER
 DH3773  CORS_ID     -  TXMA
 DH3773  PID         -  DH3773
 DH3773  STATE/COUNTY-  TX/HARRISON
 DH3773  USGS QUAD   -  MARSHALL EAST (1978)
 DH3773
 DH3773                         *CURRENT SURVEY CONTROL
 DH3773  ___________________________________________________________________
 DH3773* NAD 83(CORS)-  32 32 07.12508(N)    094 17 19.08280(W)     ADJUSTED  
 DH3773* NAVD 88     -                                                        
 DH3773  ___________________________________________________________________
 DH3773  EPOCH DATE  -        2002.00
 DH3773  X           -    -402,503.355 (meters)                     COMP
 DH3773  Y           -  -5,367,363.577 (meters)                     COMP
 DH3773  Z           -   3,410,668.515 (meters)                     COMP
 DH3773  ELLIP HEIGHT-          80.44  (meters)          (06/??/05) GPS OBS
 DH3773  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DH3773
 DH3773  HORZ ORDER  -  SPECIAL (CORS)
 DH3773  ELLP ORDER  -  SPECIAL (CORS)
 DH3773
 DH3773.ITRF positions are available for this station.
 DH3773.The coordinates were established by GPS observations
 DH3773.and adjusted by the National Geodetic Survey in June 2005..
 DH3773.The coordinates are valid at the epoch date displayed above.
 DH3773.The epoch date for horizontal control is a decimal equivalence
 DH3773.of Year/Month/Day.
 DH3773
 DH3773
 DH3773.The PID for the CORS ARP is DH3772.
 DH3773
 DH3773.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3773
 DH3773.The ellipsoidal height was determined by GPS observations
 DH3773.and is referenced to NAD 83.
 DH3773
 DH3773.The geoid height was determined by GEOID03.
 DH3773
 DH3773;                    North         East     Units Scale Factor Converg.
 DH3773;SPC TXNC     - 2,104,252.608   995,475.412   MT  0.99991295   +2 17 48.7
 DH3773;SPC TXNC     - 6,903,702.10  3,265,988.91   sFT  0.99991295   +2 17 48.7
 DH3773
 DH3773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3773!SPC TXNC     -   0.99998737  x   0.99991295  =   0.99990032
 DH3773
 DH3773                          SUPERSEDED SURVEY CONTROL
 DH3773
 DH3773.No superseded survey control is available for this station.
 DH3773
 DH3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7899000506(NAD 83)
 DH3773_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3773
 DH3773                          STATION DESCRIPTION
 DH3773
 DH3773'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3773'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3773'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3773'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3773'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3773'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1420 ***********************************************************************
 BZ1420  DESIGNATION -  MART WATER TANK
 BZ1420  PID         -  BZ1420
 BZ1420  STATE/COUNTY-  TX/MCLENNAN
 BZ1420  USGS QUAD   -  MART (1978)
 BZ1420
 BZ1420                         *CURRENT SURVEY CONTROL
 BZ1420  ___________________________________________________________________
 BZ1420* NAD 83(1993)-  31 32 23.35794(N)    096 50 13.77440(W)     ADJUSTED  
 BZ1420* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 BZ1420  ___________________________________________________________________
 BZ1420  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 BZ1420  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BZ1420
 BZ1420  HORZ ORDER  -  THIRD
 BZ1420
 BZ1420.The horizontal coordinates were established by classical geodetic methods
 BZ1420.and adjusted by the National Geodetic Survey in July 1998..
 BZ1420
 BZ1420.The orthometric height was scaled from a topographic map.
 BZ1420
 BZ1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1420
 BZ1420.The geoid height was determined by GEOID03.
 BZ1420
 BZ1420;                    North         East     Units Scale Factor Converg.
 BZ1420;SPC TX C     - 3,212,869.059 1,031,924.475   MT  0.99992576   +1 48 02.6
 BZ1420;SPC TX C     -10,540,887.90  3,385,572.22   sFT  0.99992576   +1 48 02.6
 BZ1420;UTM  14      - 3,491,458.041   705,327.818   MT  1.00012001   +1 07 54.3
 BZ1420
 BZ1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1420!SPC TX C     -   0.99997939  x   0.99992576  =   0.99990515
 BZ1420!UTM  14      -   0.99997939  x   1.00012001  =   1.00009940
 BZ1420
 BZ1420                          SUPERSEDED SURVEY CONTROL
 BZ1420
 BZ1420  NAD 83(1993)-  31 32 23.35794(N)    096 50 13.77440(W) AD(       ) 4
 BZ1420  NAD 83(1986)-  31 32 23.36728(N)    096 50 13.75885(W) AD(       ) 4
 BZ1420  NAD 27      -  31 32 22.77000(N)    096 50 12.81300(W) AD(       ) 3
 BZ1420
 BZ1420.Superseded values are not recommended for survey control.
 BZ1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1420.See file dsdata.txt to determine how the superseded data were derived.
 BZ1420
 BZ1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV0532891458(NAD 83)
 BZ1420_MARKER: 53 = ELEVATED TANK
 BZ1420
 BZ1420  HISTORY     - Date     Condition        Report By
 BZ1420  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1420  HISTORY     - 1935     GOOD             CGS
 BZ1420  HISTORY     - 1943     GOOD             CGS
 BZ1420  HISTORY     - 20010317 GOOD             USPSQD
 BZ1420
 BZ1420                          STATION DESCRIPTION
 BZ1420
 BZ1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 BZ1420'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31096-4, STATION 1029.
 BZ1420
 BZ1420                          STATION RECOVERY (1935)
 BZ1420
 BZ1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1420'THIS TANK IS THE CITY WATER TANK AND IS STILL STANDING UNCHANGED
 BZ1420'EXCEPT FOR PAINT SINCE 1919.
 BZ1420
 BZ1420                          STATION RECOVERY (1943)
 BZ1420
 BZ1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1420'THIS INTERSECTION STATION IS THE TOWN WATER SUPPLY TANK
 BZ1420'LOCATED IN THE TOWN OF MART.  THE TANK IS MOUNTED ON 4
 BZ1420'STRUCTURAL STEEL LEGS AND IS ABOUT 135 FEET HIGH.  THE ENTIRE
 BZ1420'STRUCTURE IS PAINTED ALUMINUM.  POINT OBSERVED UPON WAS THE
 BZ1420'FINIAL.
 BZ1420
 BZ1420                          STATION RECOVERY (2001)
 BZ1420
 BZ1420'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1523 ***********************************************************************
 AH1523  DESIGNATION -  MARTIN
 AH1523  PID         -  AH1523
 AH1523  STATE/COUNTY-  TX/KENEDY
 AH1523  USGS QUAD   -  LA PARRA RANCH SW (1975)
 AH1523
 AH1523                         *CURRENT SURVEY CONTROL
 AH1523  ___________________________________________________________________
 AH1523* NAD 83(1993)-  27 05 03.70721(N)    097 40 20.24117(W)     ADJUSTED  
 AH1523* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AH1523  ___________________________________________________________________
 AH1523  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AH1523  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AH1523
 AH1523  HORZ ORDER  -  SECOND
 AH1523
 AH1523.The horizontal coordinates were established by classical geodetic methods
 AH1523.and adjusted by the National Geodetic Survey in February 1996..
 AH1523
 AH1523.The orthometric height was scaled from a topographic map.
 AH1523
 AH1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1523
 AH1523.The geoid height was determined by GEOID03.
 AH1523
 AH1523;                    North         East     Units Scale Factor Converg.
 AH1523;SPC TX S     - 5,157,337.905   382,083.809   MT  0.99989585   +0 22 32.8
 AH1523;SPC TX S     -16,920,366.11  1,253,553.30   sFT  0.99989585   +0 22 32.8
 AH1523;UTM  14      - 2,996,473.803   631,637.578   MT  0.99981392   +0 36 16.5
 AH1523
 AH1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1523!SPC TX S     -   1.00000264  x   0.99989585  =   0.99989849
 AH1523!UTM  14      -   1.00000264  x   0.99981392  =   0.99981656
 AH1523
 AH1523|---------------------------------------------------------------------|
 AH1523| PID    Reference Object                     Distance      Geod. Az  |
 AH1523|                                                           dddmmss.s |
 AH1523| CV2643 MARTIN RM 1                          22.614 METERS 04537     |
 AH1523| CV2644 MARTIN RM 2                          21.794 METERS 15839     |
 AH1523| AH1534 BROWNSVILLE FT WORTH AWY BCN 8      APPROX.15.3 KM 2383411.7 |
 AH1523| CV2642 MARTIN AZ MK                                       2464254.6 |
 AH1523|---------------------------------------------------------------------|
 AH1523
 AH1523                          SUPERSEDED SURVEY CONTROL
 AH1523
 AH1523  NAD 83(1986)-  27 05 03.72220(N)    097 40 20.21245(W) AD(       ) 2
 AH1523  NAD 27      -  27 05 02.54300(N)    097 40 19.24000(W) AD(       ) 2
 AH1523
 AH1523.Superseded values are not recommended for survey control.
 AH1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1523.See file dsdata.txt to determine how the superseded data were derived.
 AH1523
 AH1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3163896474(NAD 83)
 AH1523_MARKER: DS = TRIANGULATION STATION DISK
 AH1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1523
 AH1523  HISTORY     - Date     Condition        Report By
 AH1523  HISTORY     - 1950     MONUMENTED       CGS
 AH1523  HISTORY     - 1950     GOOD             CGS
 AH1523
 AH1523                          STATION DESCRIPTION
 AH1523
 AH1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1523'THE STATION IS LOCATED ABOUT 12.5 MILES SOUTH-SOUTHEAST OF
 AH1523'SARITA, ABOUT 9.5 MILES NORTHEAST OF TURCOTTE AND ABOUT
 AH1523'7.75 MILES EAST-SOUTHEAST OF MIFFLIN.  IT IS ON A LOW SAND
 AH1523'RIDGE IN PASTURE LAD OF THE KENEDY RANCH.  IT IS 1.0 MILE
 AH1523'EAST OF THE MARTIN FLOWING WELL AND ABOUT 0.3 MILE SOUTHEAST
 AH1523'OF A LARGE LIVE OAK THICKET.  IT IS SET FLUSH AND IS STAMPED
 AH1523'MARTIN 1950.
 AH1523'
 AH1523'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTHEAST SLOPE OF
 AH1523'THE RIDGE ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.
 AH1523'IT IS SET FLUSH AND IS STAMPED MARTIN NO 1 1950.
 AH1523'
 AH1523'REFERENCE MARK NO. 2 IS LOCATED ON THE TOP OF THE RIDGE ABOUT
 AH1523'THE SAME ELEVATION AS THE STATION.  IT IS SET FLUSH AND IS
 AH1523'STAMPED MARTIN NO 2 1950.
 AH1523'
 AH1523'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 AH1523'MARK NO. 2 IS 112.31 FEET.
 AH1523'
 AH1523'THE AZIMUTH MARK IS ABOUT 0.1 OF A MILE EAST OF THE MARTIN
 AH1523'FLOWING WELL, 13.0 FEET SOUTH OF THE CENTER OF A BOARD GATE
 AH1523'AND 0.5 FOOT EAST OF A WOVEN WIRE FENCE.  IT IS SET FLUSH
 AH1523'WITH THE GROUND AND IS STAMPED MARTIN 1950.
 AH1523'
 AH1523'TO REACH THE STATION FROM THE MIFFLIN RAILROAD STATION, GO
 AH1523'EAST TO A LOCKED GATE ON THE EAST SIDE OF U.S. HIGHWAY NO.
 AH1523'77 (KEY TO GATE CAN BE OBTAINED FROM THE KENEDY RANCH OFFICIALS
 AH1523'AT SARITA), PASS THROUGH GATE AND TAKE THE RIGHT FORK EAST
 AH1523'FOR 1.35 MILES TO A GATE, PASS THROUGH GATE AND TAKE RIGHT
 AH1523'FORK STRAIGHT AHEAD FOR 1.7 MILES TO A FORK, TAKE LEFT FORK
 AH1523'FOR 0.7 MILE TO A FORK, TAKE LEFT FORK FOR 0.8 MILE TO A
 AH1523'GATE, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 2.5
 AH1523'MILES TO A GATE.  PASS THROUGH GATE AND GO 0.2 MILE TO THE
 AH1523'MARTIN FLOWING WELL ON THE LEFT, CONTINUE STRAIGHT AHEAD
 AH1523'FOR 0.1 MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT
 AH1523'AS DESCRIBED, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD
 AH1523'FOR 0.8 MILE TO A FORK, TAKE LEFT FORK AND GO 0.1 MILE TO
 AH1523'THE TOP OF SAND RIDGE AND THE STATION ON THE RIGHT AS
 AH1523'DESCRIBED.
 AH1523'
 AH1523'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 AH1523
 AH1523                          STATION RECOVERY (1950)
 AH1523
 AH1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1523'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN
 AH1523'GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY R.L. ENGDAHL
 AH1523'IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1133 ***********************************************************************
 CR1133  DESIGNATION -  MARTIN
 CR1133  PID         -  CR1133
 CR1133  STATE/COUNTY-  TX/PANOLA
 CR1133  USGS QUAD   -  GRAND BLUFF (1983)
 CR1133
 CR1133                         *CURRENT SURVEY CONTROL
 CR1133  ___________________________________________________________________
 CR1133* NAD 83(1993)-  32 16 34.97721(N)    094 20 26.18950(W)     ADJUSTED  
 CR1133* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 CR1133  ___________________________________________________________________
 CR1133  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 CR1133  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CR1133
 CR1133  HORZ ORDER  -  SECOND
 CR1133
 CR1133.The horizontal coordinates were established by classical geodetic methods
 CR1133.and adjusted by the National Geodetic Survey in February 1996..
 CR1133
 CR1133.The orthometric height was scaled from a topographic map.
 CR1133
 CR1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1133
 CR1133.The geoid height was determined by GEOID03.
 CR1133
 CR1133;                    North         East     Units Scale Factor Converg.
 CR1133;SPC TXNC     - 2,075,368.719   991,733.758   MT  0.99996345   +2 16 06.6
 CR1133;SPC TXNC     - 6,808,938.87  3,253,713.17   sFT  0.99996345   +2 16 06.6
 CR1133;UTM  15      - 3,571,860.104   373,748.720   MT  0.99979656   -0 42 57.5
 CR1133
 CR1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1133!SPC TXNC     -   0.99998905  x   0.99996345  =   0.99995250
 CR1133!UTM  15      -   0.99998905  x   0.99979656  =   0.99978561
 CR1133
 CR1133:                Primary Azimuth Mark                     Grid Az
 CR1133:SPC TXNC     -  TT 18 HXS                                031 59 32.3
 CR1133:UTM  15      -  TT 18 HXS                                034 58 36.4
 CR1133
 CR1133|---------------------------------------------------------------------|
 CR1133| PID    Reference Object                     Distance      Geod. Az  |
 CR1133|                                                           dddmmss.s |
 CR1133| CW9760 TT 18 HXS                                          0341538.9 |
 CR1133| CX6726 MARTIN RM 1                          22.726 METERS 03509     |
 CR1133| CR1124 CARTHAGE RAD STA KGAS MAST          APPROX.13.6 KM 1715545.3 |
 CR1133| CR1121 CARTHAGE UNITED GAS PLINE MAST      APPROX.15.1 KM 1772538.9 |
 CR1133| CX6727 MARTIN RM 2                          24.509 METERS 30227     |
 CR1133|---------------------------------------------------------------------|
 CR1133
 CR1133                          SUPERSEDED SURVEY CONTROL
 CR1133
 CR1133  NAD 83(1986)-  32 16 34.98600(N)    094 20 26.17952(W) AD(       ) 2
 CR1133  NAD 27      -  32 16 34.41570(N)    094 20 25.47110(W) AD(       ) 2
 CR1133
 CR1133.Superseded values are not recommended for survey control.
 CR1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1133.See file dsdata.txt to determine how the superseded data were derived.
 CR1133
 CR1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7374971860(NAD 83)
 CR1133_MARKER: DS = TRIANGULATION STATION DISK
 CR1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1133
 CR1133  HISTORY     - Date     Condition        Report By
 CR1133  HISTORY     - 1958     MONUMENTED       CGS
 CR1133  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CR1133  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR1133
 CR1133                          STATION DESCRIPTION
 CR1133
 CR1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1133'THE STATION IS LOCATED ON THE RIGHT OF WAY OF U.S. HIGHWAY
 CR1133'59 ON A LOW EAST-WEST RIDGE THAT LIES ABOUT HALF WAY BETWEEN
 CR1133'THE SABINE RIVER AND MARTINS CREEK, ABOUT 7-1/2 MILES NORTH
 CR1133'OF CARTHAGE, 7 MILES NORTHEAST OF THE SMALL VILLAGE OF BECKVILLE,
 CR1133'2 MILES SOUTHWEST OF THE BRIDGE OVER MARTINS CREEK AND 0.15 MILE
 CR1133'NORTH-NORTHEAST OF A GROCERY STORE AND SERVICE STATION.  IT
 CR1133'IS 42 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 59, 2
 CR1133'FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST
 CR1133'OF A FENCE LINE.
 CR1133'
 CR1133'THE STATION MARK, A STANDARD DISK STAMPED MARTIN 1958, IS
 CR1133'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE
 CR1133'OF THE GROUND.
 CR1133'
 CR1133'REFERENCE MARK NO 1, A STANDARD DISK STAMPED MARTIN NO 1 1958,
 CR1133'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH
 CR1133'WITH THE SURFACE OF THE GROUND.  IT IS 42 FEET SOUTHEAST
 CR1133'OF THE CENTER OF U.S. HIGHWAY 59 AND 1 FOOT NORTHWEST OF
 CR1133'A FENCE LINE.
 CR1133'
 CR1133'REFERENCE MARK NO 2, A STANDARD DISK STAMPED MARTIN NO 2
 CR1133'1958, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST
 CR1133'FLUSH WITH THE SURFACE OF THE GROUND AND IS SET IN A FENCE
 CR1133'LINE.  IT IS 40 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 CR1133'59.
 CR1133'
 CR1133'AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 CR1133'TT HXS18 1955, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE
 CR1133'POST PROJECTING ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.
 CR1133'IT IS 62 FEET NORTHEAST OF FARM ROAD 1794, 60.6 FEET NORTHEAST
 CR1133'OF A STOP SIGN IN THE INTERSECTION OF FARM ROAD 1794, 59.6
 CR1133'FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 59 AND 1 FOOT
 CR1133'SOUTH OF A WHITE WITNESS POST.
 CR1133'
 CR1133'TO REACH THE AZIMUTH MARK (BENCH MARK) FROM THE STATION
 CR1133'CONTINUE NORTH-NORTHEAST ON U.S. HIGHWAY 59 FOR 0.4 MILE
 CR1133'TO THE JUNCTION OF FARM ROAD 1794 AND THE MARK ON THE LEFT
 CR1133'AS DESCRIBED.
 CR1133'
 CR1133'TO REACH THE STATION FROM THE POST OFFICE IN CARTHAGE GO
 CR1133'NORTH ON U.S. HIGHWAY 59 FOR 0.4 MILE TO HIGHWAY FORKS.
 CR1133'TAKE THE RIGHT FORK AND CONTINUE NORTH-NORTHEAST ON U.S.
 CR1133'HIGHWAY 59 FOR 6.6 MILES TO THE BRIDGE OVER MARTINS CREEK.
 CR1133'CONTINUE NORTH-NORTHEAST ON THE HIGHWAY FOR 1 MILE TO THE
 CR1133'GROCERY STORE AND SERVICE STATION ON THE LEFT.  CONTINUE
 CR1133'NORTH-NORTHEAST ON U.S. HIGHWAY FOR 0.15 MILE TO THE STATION
 CR1133'ON THE RIGHT AS DESCRIBED.
 CR1133'
 CR1133'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1133
 CR1133                          STATION RECOVERY (1986)
 CR1133
 CR1133'RECOVERY NOTE BY US POWER SQUADRON 1986 (HES)
 CR1133'MARK NOT FOUND.
 CR1133
 CR1133                          STATION RECOVERY (1998)
 CR1133
 CR1133'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0504 ***********************************************************************
 DP0504  DESIGNATION -  MARTIN
 DP0504  PID         -  DP0504
 DP0504  STATE/COUNTY-  TX/COTTLE
 DP0504  USGS QUAD   -  GINSITE (1981)
 DP0504
 DP0504                         *CURRENT SURVEY CONTROL
 DP0504  ___________________________________________________________________
 DP0504* NAD 83(1993)-  33 55 03.04839(N)    100 15 33.85257(W)     ADJUSTED  
 DP0504* NAVD 88     -       565.     (meters)    1854.     (feet)  SCALED    
 DP0504  ___________________________________________________________________
 DP0504  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 DP0504  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DP0504
 DP0504  HORZ ORDER  -  FIRST
 DP0504
 DP0504.The horizontal coordinates were established by classical geodetic methods
 DP0504.and adjusted by the National Geodetic Survey in February 1996..
 DP0504
 DP0504.The orthometric height was scaled from a topographic map.
 DP0504
 DP0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0504
 DP0504.The geoid height was determined by GEOID03.
 DP0504
 DP0504;                    North         East     Units Scale Factor Converg.
 DP0504;SPC TXNC     - 2,250,969.803   437,310.718   MT  0.99998666   -0 57 34.4
 DP0504;SPC TXNC     - 7,385,056.76  1,434,743.58   sFT  0.99998666   -0 57 34.4
 DP0504;UTM  14      - 3,753,724.115   383,580.955   MT  0.99976708   -0 42 10.2
 DP0504
 DP0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0504!SPC TXNC     -   0.99991564  x   0.99998666  =   0.99990230
 DP0504!UTM  14      -   0.99991564  x   0.99976708  =   0.99968274
 DP0504
 DP0504|---------------------------------------------------------------------|
 DP0504| PID    Reference Object                     Distance      Geod. Az  |
 DP0504|                                                           dddmmss.s |
 DP0504| CX8601 MARTIN RM 1                          31.379 METERS 08847     |
 DP0504| CX8600 MARTIN AZ MK                                       2561519.3 |
 DP0504| CX8602 MARTIN RM 2                          32.056 METERS 27155     |
 DP0504| EN0705 PADUCAH MUNICIPAL TANK              APPROX.11.8 KM 3355254.2 |
 DP0504|---------------------------------------------------------------------|
 DP0504
 DP0504                          SUPERSEDED SURVEY CONTROL
 DP0504
 DP0504  NAD 83(1993)-  33 55 03.05009(N)    100 15 33.85254(W) AD(       ) 1
 DP0504  NAD 83(1986)-  33 55 03.05419(N)    100 15 33.84527(W) AD(       ) 1
 DP0504  NAD 27      -  33 55 02.76400(N)    100 15 32.44200(W) AD(       ) 1
 DP0504
 DP0504.Superseded values are not recommended for survey control.
 DP0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0504.See file dsdata.txt to determine how the superseded data were derived.
 DP0504
 DP0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8358153724(NAD 83)
 DP0504_MARKER: DS = TRIANGULATION STATION DISK
 DP0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0504
 DP0504  HISTORY     - Date     Condition        Report By
 DP0504  HISTORY     - 1935     MONUMENTED       CGS
 DP0504  HISTORY     - 1938     GOOD             TXHD
 DP0504  HISTORY     - 1958     GOOD             CGS
 DP0504
 DP0504                          STATION DESCRIPTION
 DP0504
 DP0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0504'STATION IS ABOUT 6.5 MILES S AND 2.5 MILES E OF PADUCAH, ON
 DP0504'PROPERTY OF H.B. MARTIN.  IT IS ON THE HIGHEST KNOLL IN THE
 DP0504'VICINITY, 5 FEET S OF FENCE LINE (N BOUNDARY OF MARTIN PROPERTY).
 DP0504'SURFACE MARK IS ABOUT 6 INCHES UNDERGROUND.
 DP0504'
 DP0504'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0504'BRONZE DISKS SET IN CONCRETE.
 DP0504'
 DP0504'REFERENCE MARK NO. 1 IS E OF STATION, 1 FOOT S OF FENCE.
 DP0504'
 DP0504'REFERENCE MARK NO. 2 IS W OF STATION, 1 FOOT S OF FENCE.
 DP0504'
 DP0504'AZIMUTH MARK IS LOCATED WSW OF STATION, 110 FEET N OF WIRE
 DP0504'GATE, 2 FEET W OF FENCE LINE.  TO REACH FROM STATION, GO W
 DP0504'ALONG FENCE FOR 0.15 MILE, THENCE LEFT (S) FOR 0.25 MILE TO
 DP0504'GATE, THENCE RIGHT (WESTERLY) FOR 0.2 MILE TO GATE AND MARK
 DP0504'110 FEET N.
 DP0504'
 DP0504'TO REACH THE STATION FROM THE COURTHOUSE IN PADUCAH, GO S ON
 DP0504'U.S. HIGHWAY 83 FOR 6.3 MILES, THENCE LEFT (E) ON T-ROAD FOR
 DP0504'2.05 MILES TO CORNER, THENCE RIGHT (S) FOR 0.25 MILE TO CORNER,
 DP0504'THENCE LEFT (E) FOR 0.7 MILE TO T-ROAD JUNCTION, THENCE RIGHT
 DP0504'(S) FOR 0.7 MILE TO T-ROAD FOLLOWING FENCE, THENCE LEFT (E)
 DP0504'FOR 0.65 MILE TO FENCE CORNER, FOLLOW RIGHT FORK (SOUTHEASTERLY)
 DP0504'FOR 0.3 MILE TO WIRE GATE, CONTINUE EASTERLY ACROSS FIELD FOR
 DP0504'0.2 MILE TO TWO GATES (ABOUT 100 YARDS N OF WINDMILL), ENTER
 DP0504'LEFT GATE, FOLLOW FENCE N FOR 0.25 MILE TO CORNER, THENCE
 DP0504'RIGHT (E) FOR 0.15 MILE TO TOP OF KNOLL AND STATION.
 DP0504'
 DP0504'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DP0504
 DP0504                          STATION RECOVERY (1938)
 DP0504
 DP0504'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0504'STATION WAS RECOVERED.  DESCRIPTION IS SATISFACTORY.  STATION
 DP0504'AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  NO
 DP0504'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DP0504
 DP0504                          STATION RECOVERY (1958)
 DP0504
 DP0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DP0504'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DP0504'CONDITION.  THE STATION MARK IS ABOUT 18 INCHES BELOW THE
 DP0504'SURFACE OF THE GROUND.  BOTH OF THE REFERENCE MARKS ARE ABOUT
 DP0504'FLUSH WITH THE GROUND DUE TO DRIFTED SAND ALONG THE FENCE LINE.
 DP0504'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--
 DP0504'
 DP0504'TO REACH FROM PADUCAH, FROM THE JUNCTION OF U.S. HIGHWAYS 83
 DP0504'AND 70 ABOUT 1 BLOCK SOUTH OF THE COURT HOUSE, GO SOUTH ON
 DP0504'U.S. 83 FOR 0.4 MILE TO JUNCTION WITH FARM ROAD 1038 ON LEFT
 DP0504'(PAVED), TURN LEFT AND GO EAST AND SOUTH ON FARM ROAD 1038
 DP0504'FOR 6.4 MILES TO FORKS AND JUNCTION WITH FARM ROAD 1848, TAKE
 DP0504'RIGHT FORK AND GO SOUTHWEST AND SOUTH ON FARM ROAD 1848 FOR
 DP0504'1.15 MILES TO A FIELD ROAD ON THE LEFT, TURN LEFT AND GO EAST
 DP0504'ALONG NORTH SIDE OF FENCE FOR 0.65 MILE TO A FENCE CORNER ON
 DP0504'THE RIGHT, GO SOUTHEAST ON FIELD ROAD FOR 0.25 MILE TO A WIRE
 DP0504'GATE AND AZIMUTH MARK ABOUT 110 FEET NORTH OF THE GATE,
 DP0504'CONTINUE SOUTHEAST ON FIELD ROAD FOR 0.2 MILE TO A WINDMILL AND
 DP0504'LARGE CONCRETE TANK ON RIGHT, CONTINUE EAST ON FIELD ROAD
 DP0504'FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH GATE THEN TURN
 DP0504'LEFT AND GO NORTH ALONG EAST SIDE OF FENCE FOR 0.2 MILE TO A
 DP0504'FENCE CORNER, TURN RIGHT AND GO EAST ALONG SOUTH SIDE OF
 DP0504'FENCE FOR 0.1 MILE TO TOP OF RIDGE AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1338 ***********************************************************************
 DN1338  DESIGNATION -  MARTIN
 DN1338  PID         -  DN1338
 DN1338  STATE/COUNTY-  TX/DENTON
 DN1338  USGS QUAD   -  JUSTIN (1978)
 DN1338
 DN1338                         *CURRENT SURVEY CONTROL
 DN1338  ___________________________________________________________________
 DN1338* NAD 83(1993)-  33 02 51.83701(N)    097 19 00.71774(W)     ADJUSTED  
 DN1338* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 DN1338  ___________________________________________________________________
 DN1338  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 DN1338  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DN1338
 DN1338  HORZ ORDER  -  FIRST
 DN1338
 DN1338.The horizontal coordinates were established by classical geodetic methods
 DN1338.and adjusted by the National Geodetic Survey in February 1996..
 DN1338
 DN1338.The orthometric height was scaled from a topographic map.
 DN1338
 DN1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1338
 DN1338.The geoid height was determined by GEOID03.
 DN1338
 DN1338;                    North         East     Units Scale Factor Converg.
 DN1338;SPC TXNC     - 2,153,768.188   710,491.685   MT  0.99987262   +0 38 43.0
 DN1338;SPC TXNC     - 7,066,154.46  2,331,004.80   sFT  0.99987262   +0 38 43.0
 DN1338;UTM  14      - 3,657,837.629   657,155.877   MT  0.99990453   +0 55 05.0
 DN1338
 DN1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1338!SPC TXNC     -   0.99996962  x   0.99987262  =   0.99984224
 DN1338!UTM  14      -   0.99996962  x   0.99990453  =   0.99987415
 DN1338
 DN1338:                Primary Azimuth Mark                     Grid Az
 DN1338:SPC TXNC     -  MARTIN AZ MK                             014 46 07.1
 DN1338:UTM  14      -  MARTIN AZ MK                             014 29 45.1
 DN1338
 DN1338|---------------------------------------------------------------------|
 DN1338| PID    Reference Object                     Distance      Geod. Az  |
 DN1338|                                                           dddmmss.s |
 DN1338| CY1579 MARTIN AZ MK                                       0152450.1 |
 DN1338| DN1337 JUSTIN MUNICIPAL TANK               APPROX. 4.7 KM 0213601.4 |
 DN1338| CY1580 MARTIN RM 1                          54.072 METERS 03832     |
 DN1338| CS2910 ROANOKE MUNICIPAL TANK              APPROX. 9.9 KM 1234846.1 |
 DN1338| CY1582 MARTIN RM 3                                        30616     |
 DN1338| CY1581 MARTIN RM 2                          24.625 METERS 34219     |
 DN1338|---------------------------------------------------------------------|
 DN1338
 DN1338                          SUPERSEDED SURVEY CONTROL
 DN1338
 DN1338  NAD 83(1993)-  33 02 51.83850(N)    097 19 00.70507(W) AD(       ) 1
 DN1338  NAD 83(1986)-  33 02 51.84148(N)    097 19 00.70236(W) AD(       ) 1
 DN1338  NAD 27      -  33 02 51.40000(N)    097 18 59.63600(W) AD(       ) 1
 DN1338
 DN1338.Superseded values are not recommended for survey control.
 DN1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1338.See file dsdata.txt to determine how the superseded data were derived.
 DN1338
 DN1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5715657838(NAD 83)
 DN1338_MARKER: DS = TRIANGULATION STATION DISK
 DN1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1338
 DN1338  HISTORY     - Date     Condition        Report By
 DN1338  HISTORY     - 1935     MONUMENTED       CGS
 DN1338  HISTORY     - 1937     GOOD             TXHD
 DN1338  HISTORY     - 1938     GOOD             TXGS
 DN1338  HISTORY     - 1943     GOOD             USE
 DN1338  HISTORY     - 1947     GOOD             CGS
 DN1338  HISTORY     - 1960     GOOD             CGS
 DN1338  HISTORY     - 1962     GOOD             CGS
 DN1338  HISTORY     - 1967     GOOD             CGS
 DN1338  HISTORY     - 19920907 GOOD             USPSQD
 DN1338  HISTORY     - 19950629 GOOD             USPSQD
 DN1338  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN1338
 DN1338                          STATION DESCRIPTION
 DN1338
 DN1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1338'STATION IS ABOUT 7 MILES NW OF ROANOKE, 3 MILES SSW OF JUSTIN.
 DN1338'IN THE SW CORNER OF THE FARMYARD OF THE FARM OWNED BY MR. MARTIN.
 DN1338'IT IS 147 FEET W OF THE SW CORNER OF THE FARMHOUSE, 181 FEET
 DN1338'SW OF THE SW CORNER OF THE GARAGE, 175 FEET SSW OF A DRILLED
 DN1338'WELL, 35 FEET S OF A CYCLONE CELLAR, AND PROJECTS 4 INCHES.
 DN1338'
 DN1338'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1338'BRONZE DISKS SET IN CONCRETE.
 DN1338'
 DN1338'REFERENCE MARK NO. 1 IS NE OF THE STATION, 18 FEET ESE OF
 DN1338'THE WELL, 27 FEET W OF THE NW CORNER OF THE GARAGE, AND PROJECTS
 DN1338'3 INCHES.
 DN1338'
 DN1338'REFERENCE MARK NO. 2 IS NNW OF THE STATION, AT THE NE CORNER
 DN1338'OF A SMALL BARNYARD LOT.  AND PROJECTS 2 INCHES.
 DN1338'
 DN1338'THE AZIMUTH MARK IS NNE OF THE STATION, 1 FOOT W OF THE W
 DN1338'RIGHT-OF-WAY FENCE OF THE N-S ROAD, 100 YARDS S OF AN E-W ROAD,
 DN1338'10 FEET N OF A TELEPHONE POLE.  AND PROJECTS 3 INCHES.
 DN1338'
 DN1338'TO REACH FROM JUSTIN, GO S 2.4 MILES, TURN W, GO 0.9 MILE,
 DN1338'TURN S, AND GO 0.4 MILE TO MR. MARTINS HOUSE AND THE STATION.
 DN1338'
 DN1338'ALL LIGHTS ARE VISIBLE FROM THE GROUND EXCEPT STATION BRYAN WHICH
 DN1338'COMES INTO VIEW 15 FEET ABOVE STATION.
 DN1338
 DN1338                          STATION RECOVERY (1937)
 DN1338
 DN1338'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1338'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO ATTEMPT
 DN1338'MADE TO LOCATE REFERENCE MARKS.
 DN1338
 DN1338                          STATION RECOVERY (1938)
 DN1338
 DN1338'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1338'STATION FOUND IN GOOD CONDITION.
 DN1338
 DN1338                          STATION RECOVERY (1943)
 DN1338
 DN1338'RECOVERY NOTE BY US ENGINEERS 1943
 DN1338'STATION AND REFERENCE MARKS 1 AND 2 WERE ALL RECOVERED IN
 DN1338'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK IS BEGINNING
 DN1338'TO WASH AWAY.
 DN1338
 DN1338                          STATION RECOVERY (1947)
 DN1338
 DN1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1338'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DN1338'REFERENCE MARK NO. 2 WAS OBSTRUCTED SO REFERENCE MARK NO. 3
 DN1338'WAS PUT IN AS DESCRIBED.  STATION IS ABOUT 7 MILES NORTHWEST
 DN1338'OF ROANOKE AND ABOUT 3 MILES SOUTH SOUTHWEST OF JUSTIN, ON
 DN1338'LEVEL GROUND IN A SMALL FARM LOT.  STATION IS 147 FEET WEST
 DN1338'OF THE SOUTHWEST CORNER OF A FARMHOUSE, 13.5 FEET NORTH OF A
 DN1338'FENCE AND 12.4 FEET NORTH OF WHITE WITNESS POST.  THE MARK
 DN1338'PROJECTS ABOUT 7 INCHES AND THE DISK IS STAMPED MARTIN 1935.
 DN1338'
 DN1338'REFERENCE MARK NO. 1 IS 176.40 FEET NORTHEAST OF STATION AND 13
 DN1338'FEET EAST SOUTH EAST OF EASTERN WALL OF WELL AND PUMP SHED.
 DN1338'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MARTIN
 DN1338'NO 1 1935.
 DN1338'
 DN1338'REFERENCE MARK NO. 2 IS OBSTRUCTED AS TO DISTANCE AND DIRECTION.
 DN1338'OLD MEASUREMENT WAS 80.79 FEET NORTH NORTHWEST OF STATION.
 DN1338'SMALL BUILDING NEAR MARK PREVENTS CHECKING MEASUREMENT AND
 DN1338'DIRECTION.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 DN1338'IS STAMPED MARTIN NO 2 1935.
 DN1338'
 DN1338'REFERENCE MARK NO. 3 IS 137.37 FEET NORTHWEST OF STATION, 10.5
 DN1338'EAST OF SOUTHEAST CORNER OF BARN AND 1 FOOT SOUTH OF A FENCE.
 DN1338'THE MARK PROJECTS ABOUT TWO INCHES AND THE DISK IS STAMPED
 DN1338'MARTIN NO 3 1947.
 DN1338'
 DN1338'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH NORTHEAST OF
 DN1338'STATION, 17 FEET WEST OF GRAVEL ROAD, 8 FEET NORTH OF TELEPHONE
 DN1338'POLE, 1.9 FEET SOUTH OF WHITE WITNESS POST AND 0.3 FOOT EAST
 DN1338'OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS A
 DN1338'STANDARD REFERENCE MARK STAMPED AZIMUTH MARTIN 1935.
 DN1338'
 DN1338'TO REACH STATION FROM INTERSECTION AT SOUTHWEST CORNER
 DN1338'OF JUSTIN PUBLIC SCHOOL GO SOUTH AND WEST 0.4 MILE, TURN LEFT
 DN1338'AND GO SOUTH ON GRAVEL ROAD FOR 2.2 MILES TO A T INTERSECTION.
 DN1338'TURN RIGHT AND GO WEST 0.3 MILE TO AN INTERSECTION.  TURN
 DN1338'LEFT AND GO SOUTH 0.1 MILE TO AZIMUTH ON RIGHT AS DESCRIBED.
 DN1338'CONTINUE SOUTH FOR 0.3 TO DRIVEWAY ON RIGHT LEADING TO
 DN1338'FARMHOUSE.  TURN RIGHT ON DRIVEWAY AND GO WEST 0.1 MILE TO
 DN1338'STATION ON LEFT AS DESCRIBED.
 DN1338
 DN1338                          STATION RECOVERY (1960)
 DN1338
 DN1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1338'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1338'
 DN1338'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1338
 DN1338                          STATION RECOVERY (1962)
 DN1338
 DN1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPM)
 DN1338'TRIANGULATION AND AZIMUTH RECOVERED IN GOOD CONDITION.  A BARN
 DN1338'HAS BEEN BUILT BETWEEN TRIANGULATION STATION AND AZIMUTH
 DN1338'MARK.  ORIGINAL DESCRIPTION ADEQUATE.  NO SEARCH WAS MADE
 DN1338'TO RECOVER REFERENCE MARKERS.
 DN1338
 DN1338                          STATION RECOVERY (1967)
 DN1338
 DN1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DN1338'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1947
 DN1338'RECOVERY NOTE.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 DN1338'CORRECT.
 DN1338'
 DN1338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF
 DN1338'JUSTIN.
 DN1338
 DN1338                          STATION RECOVERY (1992)
 DN1338
 DN1338'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN1338'RECOVERED IN GOOD CONDITION.
 DN1338
 DN1338                          STATION RECOVERY (1995)
 DN1338
 DN1338'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1338'RECOVERED IN GOOD CONDITION.
 DN1338
 DN1338                          STATION RECOVERY (1998)
 DN1338
 DN1338'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1700 ***********************************************************************
 FL1700  DESIGNATION -  MARTIN
 FL1700  PID         -  FL1700
 FL1700  STATE/COUNTY-  TX/CARSON
 FL1700  USGS QUAD   -  WHITE DEER SW (1966)
 FL1700
 FL1700                         *CURRENT SURVEY CONTROL
 FL1700  ___________________________________________________________________
 FL1700* NAD 83(1993)-  35 21 23.64595(N)    101 09 32.43135(W)     ADJUSTED  
 FL1700* NAVD 88     -      1020.     (meters)    3346.     (feet)  SCALED    
 FL1700  ___________________________________________________________________
 FL1700  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 FL1700  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1700
 FL1700  HORZ ORDER  -  SECOND
 FL1700
 FL1700.The horizontal coordinates were established by classical geodetic methods
 FL1700.and adjusted by the National Geodetic Survey in February 1996..
 FL1700
 FL1700.The orthometric height was scaled from a topographic map.
 FL1700
 FL1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1700
 FL1700.The geoid height was determined by GEOID03.
 FL1700
 FL1700;                    North         East     Units Scale Factor Converg.
 FL1700;SPC TX N     - 1,150,546.462   230,990.027   MT  0.99991145   +0 11 51.4
 FL1700;SPC TX N     - 3,774,751.18    757,839.78   sFT  0.99991145   +0 11 51.4
 FL1700;UTM  14      - 3,914,725.648   303,829.874   MT  1.00007427   -1 14 59.1
 FL1700
 FL1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1700!SPC TX N     -   0.99984399  x   0.99991145  =   0.99975545
 FL1700!UTM  14      -   0.99984399  x   1.00007427  =   0.99991824
 FL1700
 FL1700|---------------------------------------------------------------------|
 FL1700| PID    Reference Object                     Distance      Geod. Az  |
 FL1700|                                                           dddmmss.s |
 FL1700| CJ7812 MARTIN RM 1                          24.714 METERS 00240     |
 FL1700| CJ7814 MARTIN RM 3                           5.910 METERS 01340     |
 FL1700| CJ7813 MARTIN RM 2                          20.135 METERS 07007     |
 FL1700| CJ7815 MARTIN RM 4                          19.515 METERS 07210     |
 FL1700| FL1710 GROOM MUNICIPAL TANK                APPROX.17.6 KM 1643842.6 |
 FL1700| CJ7811 MARTIN AZ MK                                       2710718.1 |
 FL1700| FL1704 WHITE DEER MUNICIPAL TANK           APPROX. 7.9 KM 3473720.1 |
 FL1700|---------------------------------------------------------------------|
 FL1700
 FL1700                          SUPERSEDED SURVEY CONTROL
 FL1700
 FL1700  NAD 83(1993)-  35 21 23.64863(N)    101 09 32.42909(W) AD(       ) 2
 FL1700  NAD 83(1986)-  35 21 23.65220(N)    101 09 32.42165(W) AD(       ) 2
 FL1700  NAD 27      -  35 21 23.48100(N)    101 09 30.85400(W) AD(       ) 2
 FL1700
 FL1700.Superseded values are not recommended for survey control.
 FL1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1700.See file dsdata.txt to determine how the superseded data were derived.
 FL1700
 FL1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0383014726(NAD 83)
 FL1700_MARKER: DS = TRIANGULATION STATION DISK
 FL1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1700
 FL1700  HISTORY     - Date     Condition        Report By
 FL1700  HISTORY     - 1951     MONUMENTED       CGS
 FL1700  HISTORY     - 1956     MARK NOT FOUND   CGS
 FL1700  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL1700  HISTORY     - 1967     GOOD             CGS
 FL1700
 FL1700                          STATION DESCRIPTION
 FL1700
 FL1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1700'THE STATION IS LOCATED, ABOUT 11 MILES EAST OF PANHANDLE,
 FL1700'10 MILES NORTH NORTHWEST OF GROOM, 5 MILES SOUTH OF WHITE
 FL1700'DEER, 36 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 28
 FL1700'FEET SOUTHEAST OF A FENCE CORNER, 300 FEET NORTHWEST OF A
 FL1700'STEEL WINDMILL AND ON THE PROPERTY OF MR. AND MRS. CAVION.
 FL1700'
 FL1700'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 FL1700'HIGHWAY 294 IN WHITE DEER, GO SOUTH, ON STATE HIGHWAY 294,
 FL1700'FOR 5.5 MILES TO CROSS ROADS AND THE AZIMUTH MARK.  TURN
 FL1700'LEFT, AND GO EAST, ON DIRT ROAD 0.55 MILE TO THE STATION.
 FL1700'
 FL1700'THE STATION MARK IS A STANDARD DISK, STAMPED MARTIN 1951,
 FL1700'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN
 FL1700'DIAMETER WHICH IS ABOUT 14 INCHES BELOW THE SURFACE OF THE
 FL1700'GROUND.
 FL1700'
 FL1700'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MARTIN
 FL1700'NO 1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1700'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1700'AS THE STATION.  IT IS LOCATED 25 FEET NORTH OF THE CENTERLINE
 FL1700'OF THE DIRT ROAD AND 14 INCHES SOUTH OF AN EAST-WEST FENCELINE.
 FL1700'
 FL1700'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MARTIN
 FL1700'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1700'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1700'AS THE STATION.  IT IS LOCATED 29 FEET SOUTH OF THE CENTERLINE
 FL1700'OF THE DIRT ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCELINE.
 FL1700'
 FL1700'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MARTIN 1951, SET
 FL1700'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1700'ABOUT 3 INCHES.  IT IS LOCATED ALONG THE EAST SIDE OF STATE
 FL1700'HIGHWAY 294, ABOUT 30 FEET EAST OF THE CENTERLINE OF THE
 FL1700'HIGHWAY, 25 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD
 FL1700'AND 18 INCHES SOUTH OF A FENCE CORNER.
 FL1700'
 FL1700'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 FL1700
 FL1700                          STATION RECOVERY (1956)
 FL1700
 FL1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1700'DID NOT RECOVER THE STATION OR REFERENCE MARK NO. 1.  REFERENCE
 FL1700'MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION
 FL1700'AS DESCRIBED.  THE DIRECTIONS FOR PROCEEDING TO STATION SITE
 FL1700'ARE CORRECT.
 FL1700
 FL1700                          STATION RECOVERY (1966)
 FL1700
 FL1700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL1700'STATION SEARCHED FOR AND NOT FOUND.  R.M. FOUND AND AZIMUTH
 FL1700'MARK FOUND.  STATION AND R.M. 2 MAY BE COVERED BY DRIFTING
 FL1700'SAND.
 FL1700'
 FL1700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11
 FL1700'MILES E OF PANHANDLE, 10 MILES NW OF GROOM
 FL1700
 FL1700                          STATION RECOVERY (1967)
 FL1700
 FL1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FL1700'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 FL1700'CONDITION.  REFERENCE MARKS NO. 1, AND NO. 2 WERE FOUND TO
 FL1700'BE DESTROYED.  DUE TO ROAD REPAIR AT SITE OF THE AZIMUTH
 FL1700'MARK IT WAS REINFORCED WITH CONCRETE TO PREVENT FUTURE EROSION.
 FL1700'TWO NEW REFERENCE MARKS WERE SET.  A COMPLETE DESCRIPTION
 FL1700'FOLLOWS--THE STATION IS ABOUT 13 MILES EAST OF PANHANDLE,
 FL1700'5 MILES SOUTH OF WHITE DEER, ALONG THE SOUTH SIDE OF AN
 FL1700'EAST-WEST ROAD, ABOUT 100 YARDS NORTHWEST OF A WINDMILL, AND IN
 FL1700'THE NORTHWEST CORNER OF PASTURE LAND OWNED BY MR.
 FL1700'MARTIN.
 FL1700'
 FL1700'TO REACH STATION FROM THE JUNCTION OF F.M. HIGHWAY 294
 FL1700'AND U.S. HIGHWAY 60 IN WHITE DEER, GO SOUTH ON F.M. HIGHWAY
 FL1700'294 FOR 5.45 MILES TO A CROSSROAD AND AZIMUTH MARK IN THE
 FL1700'NORTHEAST ANGLE OF ROADS.  TURN LEFT, EAST, GO 0.55 MILE
 FL1700'TO STATION ON THE RIGHT.
 FL1700'
 FL1700'STATION MARK A STANDARD DISK, STAMPED MARTIN 1951, IS SET IN A
 FL1700'SQUARE CONCRETE POST 14 INCHES BELOW THE SURFACE OF GROUND.  IT
 FL1700'IS 58 FEET SOUTH OF THE CENTER LINE OF ROAD, 31 FEET SOUTHEAST
 FL1700'OF A CORNER FENCE POST, 19 FEET SOUTH OF THE RIGHT-OF-WAY FENCE
 FL1700'LINE, 10 FEET NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE
 FL1700'FOUNDATION FOR A FEEDER AND 8 FEET NORTHEAST OF THE NORTHWEST
 FL1700'CORNER OF THE CONCRETE FOUNDATION.
 FL1700'
 FL1700'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED MARTIN 1951 NO
 FL1700'3 1967 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 FL1700'4 INCHES.  IT IS 39 FEET SOUTH OF THE CENTER LINE OF ROAD, 26
 FL1700'FEET EAST OF THE CORNER FENCE POST, 26 FEET NORTH OF THE NORTH
 FL1700'EDGE OF THE CONCRETE FOUNDATION AND IS UNDER THE RIGHT-OF-WAY
 FL1700'FENCE LINE.
 FL1700'
 FL1700'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED MARTIN 1951 NO 4
 FL1700'1967, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2
 FL1700'INCHES.  IT IS 39 FEET SOUTH OF THE CENTER LINE OF ROAD, 82
 FL1700'FEET EAST OF THE CORNER FENCE POST, 1 FOOT WEST OF A METAL
 FL1700'WITNESS POST, AND IS UNDER THE RIGHT-OF-WAY FENCE LINE.
 FL1700'
 FL1700'AZIMUTH MARK, A STANDARD DISK, STAMPED MARTIN 1951, IS SET
 FL1700'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE
 FL1700'GROUND.  IT IS 41 FEET EAST OF THE CENTER LINE OF F.M. HIGHWAY
 FL1700'294, 30 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 21
 FL1700'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 FL1700'CULVERT, 3 FEET SOUTHEAST OF AN UNDERGROUND PHONE CABLE POLE,
 FL1700'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 FL1700'
 FL1700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH
 FL1700'OF WHITE DEER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1312 ***********************************************************************
 CR1312  DESIGNATION -  MARTINS
 CR1312  PID         -  CR1312
 CR1312  STATE/COUNTY-  TX/VAN ZANDT
 CR1312  USGS QUAD   -  MARTINS MILL (1984)
 CR1312
 CR1312                         *CURRENT SURVEY CONTROL
 CR1312  ___________________________________________________________________
 CR1312* NAD 83(1993)-  32 25 13.01575(N)    095 47 59.58178(W)     ADJUSTED  
 CR1312* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 CR1312  ___________________________________________________________________
 CR1312  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CR1312  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CR1312
 CR1312  HORZ ORDER  -  THIRD
 CR1312
 CR1312.The horizontal coordinates were established by classical geodetic methods
 CR1312.and adjusted by the National Geodetic Survey in February 1996..
 CR1312
 CR1312.The orthometric height was scaled from a topographic map.
 CR1312
 CR1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1312
 CR1312.The geoid height was determined by GEOID03.
 CR1312
 CR1312;                    North         East     Units Scale Factor Converg.
 CR1312;SPC TXNC     - 2,086,832.789   853,926.766   MT  0.99993289   +1 28 21.5
 CR1312;SPC TXNC     - 6,846,550.58  2,801,591.40   sFT  0.99993289   +1 28 21.5
 CR1312;UTM  15      - 3,590,473.062   236,704.583   MT  1.00045496   -1 30 07.0
 CR1312
 CR1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1312!SPC TXNC     -   0.99997687  x   0.99993289  =   0.99990976
 CR1312!UTM  15      -   0.99997687  x   1.00045496  =   1.00043182
 CR1312
 CR1312:                Primary Azimuth Mark                     Grid Az
 CR1312:SPC TXNC     -  MARTINS AZ MK                            093 18 11.0
 CR1312:UTM  15      -  MARTINS AZ MK                            096 16 39.5
 CR1312
 CR1312|---------------------------------------------------------------------|
 CR1312| PID    Reference Object                     Distance      Geod. Az  |
 CR1312|                                                           dddmmss.s |
 CR1312| CY1583 MARTINS AZ MK                                      0944632.5 |
 CR1312| CY1584 MARTINS RM 1                         39.700 METERS 13407     |
 CR1312| CY1585 MARTINS RM 2                         50.969 METERS 22240     |
 CR1312|---------------------------------------------------------------------|
 CR1312
 CR1312                          SUPERSEDED SURVEY CONTROL
 CR1312
 CR1312  NAD 83(1986)-  32 25 13.02351(N)    095 47 59.56664(W) AD(       ) 3
 CR1312  NAD 27      -  32 25 12.51500(N)    095 47 58.69300(W) AD(       ) 3
 CR1312
 CR1312.Superseded values are not recommended for survey control.
 CR1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1312.See file dsdata.txt to determine how the superseded data were derived.
 CR1312
 CR1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3670590473(NAD 83)
 CR1312_MARKER: DS = TRIANGULATION STATION DISK
 CR1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1312
 CR1312  HISTORY     - Date     Condition        Report By
 CR1312  HISTORY     - 1949     MONUMENTED       CGS
 CR1312  HISTORY     - 1956     GOOD             CGS
 CR1312  HISTORY     - 19780315 GOOD             USGS
 CR1312  HISTORY     - 19950912 GOOD             USPSQD
 CR1312
 CR1312                          STATION DESCRIPTION
 CR1312
 CR1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1312'STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF CANTON, 15
 CR1312'MILES NORTH-NORTHEAST OF ATHENS AND ABOUT 3/4 MILE WEST OF THE
 CR1312'VILLAGE OF MARTINS MILL.  IT IS IN THE TRIANGLE FORMED AT THE
 CR1312'JUNCTION OF 2 DIRT ROADS, 66.5 FEET SOUTH-SOUTHEAST OF A 3
 CR1312'FOOT OAK TREE AND 9 FEET SOUTH OF A WITNESS POST.  THE MARK
 CR1312'PROJECTS ABOUT 1 INCH AND THE DISC IS STAMPED, MARTINS 1949.
 CR1312'
 CR1312'REFERENCE MARK NO. 1 IS NEAR THE EASTERN POINT OF THE TRIANGLE,
 CR1312'30 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD.
 CR1312'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 CR1312'MARTINS NO 1 1949.
 CR1312'
 CR1312'REFERENCE MARK NO. 2 IS ACROSS THE NORTH-SOUTH ROAD FROM THE
 CR1312'STATION, 30 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD.
 CR1312'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 CR1312'MARTINS NO 2 1949.
 CR1312'
 CR1312'AZIMUTH MARK IS ALONG THE NORTH SIDE OF A DIRT ROAD, ABOUT
 CR1312'1-1/2 FEET NORTH OF THE RIGHT OF WAY FENCE, 30 FEET NORTH OF
 CR1312'THE CENTERLINE OF THE ROAD AND 4-1/2 FEET WEST OF AN UNPAINTED
 CR1312'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC
 CR1312'IS STAMPED, MARTINS 1949.
 CR1312'
 CR1312'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 CR1312'IN ATHENS, GO NORTH ON STATE ROUTE 19 FOR 14.9 MILE TO THE
 CR1312'CROSSROADS JUST NORTH OF R.F. SHELTONS STORE ON THE RIGHT.
 CR1312'TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.8 MILE TO A T-ROAD
 CR1312'INTERSECTION NORTH.  KEEP STRAIGHT AHEAD EAST FOR 1.7 MILES
 CR1312'TO ROAD FORKS AND A WHITE HOUSE ON THE LEFT.  KEEP LEFT FORK
 CR1312'AND GO 1 MILE TO TOP OF RIDGE AND CROSSROADS AND THE STATION
 CR1312'SITE IN THE TRIANGLE FORMED AT THE CROSSROADS.
 CR1312'
 CR1312'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.4
 CR1312'MILE TO THE MARK ON THE LEFT AS DESCRIBED ABOVE.
 CR1312'
 CR1312'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1312
 CR1312                          STATION RECOVERY (1956)
 CR1312
 CR1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1312'THE STATION AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION
 CR1312'AS DESCRIBED.
 CR1312'
 CR1312'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1312
 CR1312                          STATION RECOVERY (1978)
 CR1312
 CR1312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RVS)
 CR1312'RECOVERED IN GOOD CONDITION.
 CR1312
 CR1312                          STATION RECOVERY (1995)
 CR1312
 CR1312'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1882 ***********************************************************************
 FL1882  DESIGNATION -  MARVIN RESET
 FL1882  PID         -  FL1882
 FL1882  STATE/COUNTY-  TX/HEMPHILL
 FL1882  USGS QUAD   -  LAKE MARVIN (1972)
 FL1882
 FL1882                         *CURRENT SURVEY CONTROL
 FL1882  ___________________________________________________________________
 FL1882* NAD 83(1993)-  35 54 07.42098(N)    100 10 18.46266(W)     ADJUSTED  
 FL1882* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 FL1882  ___________________________________________________________________
 FL1882  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FL1882  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FL1882
 FL1882  HORZ ORDER  -  SECOND
 FL1882
 FL1882.The horizontal coordinates were established by classical geodetic methods
 FL1882.and adjusted by the National Geodetic Survey in February 1996..
 FL1882
 FL1882.The orthometric height was scaled from a topographic map.
 FL1882
 FL1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1882
 FL1882.The geoid height was determined by GEOID03.
 FL1882
 FL1882;                    North         East     Units Scale Factor Converg.
 FL1882;SPC TX N     - 1,211,817.260   319,893.720   MT  0.99994649   +0 46 11.1
 FL1882;SPC TX N     - 3,975,770.46  1,049,517.98   sFT  0.99994649   +0 46 11.1
 FL1882;UTM  14      - 3,973,719.857   394,256.134   MT  0.99973778   -0 41 13.9
 FL1882
 FL1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1882!SPC TX N     -   0.99988716  x   0.99994649  =   0.99983365
 FL1882!UTM  14      -   0.99988716  x   0.99973778  =   0.99962496
 FL1882
 FL1882|---------------------------------------------------------------------|
 FL1882| PID    Reference Object                     Distance      Geod. Az  |
 FL1882|                                                           dddmmss.s |
 FL1882| CK9373 MARVIN RM 3                           8.444 METERS 02311     |
 FL1882| CK9371 MARVIN RM 1                           8.455 METERS 02514     |
 FL1882| CK9370 MARVIN AZ MK                                       0984542.3 |
 FL1882| CK9372 MARVIN RM 2                           9.160 METERS 21307     |
 FL1882|---------------------------------------------------------------------|
 FL1882
 FL1882                          SUPERSEDED SURVEY CONTROL
 FL1882
 FL1882  NAD 83(1993)-  35 54 07.42113(N)    100 10 18.46268(W) AD(       ) 2
 FL1882  NAD 83(1986)-  35 54 07.42685(N)    100 10 18.45089(W) AD(       ) 2
 FL1882  NAD 27      -  35 54 07.27600(N)    100 10 16.99900(W) AD(       ) 2
 FL1882
 FL1882.Superseded values are not recommended for survey control.
 FL1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1882.See file dsdata.txt to determine how the superseded data were derived.
 FL1882
 FL1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9425673720(NAD 83)
 FL1882_MARKER: DS = TRIANGULATION STATION DISK
 FL1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1882
 FL1882  HISTORY     - Date     Condition        Report By
 FL1882  HISTORY     - 1952     MONUMENTED       CGS
 FL1882  HISTORY     - 1961     GOOD             CGS
 FL1882  HISTORY     - 1967     POOR             USGS
 FL1882  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FL1882
 FL1882                          STATION DESCRIPTION
 FL1882
 FL1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1882'THE STATION IS LOCATED ABOUT 12 MILES EAST OF CANADIAN, 9
 FL1882'MILES SOUTHEAST OF GLAZIER AND 1-1/4 MILES NORTH OF LAKE
 FL1882'MARVIN.
 FL1882'
 FL1882'TO REACH FROM THE SIGNAL LIGHT IN CANADIAN, GO NORTHEASTERLY
 FL1882'ON U.S. HIGHWAYS 60 AND 83 FOR 1.9 MILES TO A FORK AND SIGN
 FL1882'LAKE MARVIN.  TURN RIGHT, EAST, AND FOLLOW THE MAIN ROAD
 FL1882'EASTERLY FOR 4.0 MILES TO A FORK.  TURN RIGHT AND FOLLOW THE
 FL1882'MAIN ROAD FOR 7.3 MILES TO A CATTLE GUARD AND SIGN BOGGY CREEK
 FL1882'CONSERVATION PROJECT.  CONTINUE STRAIGHT AHEAD AND GO 0.4 MILE
 FL1882'TO A FORK.  TURN LEFT AND GO 0.65 MILE TO A FORK.  TURN LEFT
 FL1882'AND GO NORTHEASTERLY FOR 0.65 MILE TO A CATTLE GUARD.  CROSS
 FL1882'CATTLE GUARD AND GO 0.5 MILE TO THE TOP OF THE RISE AND
 FL1882'STATION SITE ON THE WEST RIGHT-OF-WAY.
 FL1882'
 FL1882'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1882'POSTS.
 FL1882'
 FL1882'THE STATION MARK IS STAMPED MARVIN 1952, AND PROJECTS 3 INCHES.
 FL1882'IT IS LOCATED 26 FEET NORTHWEST OF THE CENTER LINE OF COUNTY
 FL1882'ROAD.  5 FEET NORTHEAST OF A WHITE WITNESS POST.  AND 4 FEET
 FL1882'SOUTHEAST OF A FENCE LINE.
 FL1882'
 FL1882'REFERENCE MARK NO. 1 IS STAMPED MARVIN NO 1 1952 AND PROJECTS 4
 FL1882'INCHES.  IT IS 2 FEET SOUTHEAST OF A FENCE LINE.
 FL1882'
 FL1882'REFERENCE MARK NO. 2 IS STAMPED MARVIN NO 2 1952 AND PROJECTS
 FL1882'4 INCHES.  IT IS 2 FEET SOUTHEAST OF A FENCE LINE.
 FL1882'
 FL1882'THE AZIMUTH MARK IS STAMPED MARVIN 1952 AND PROJECTS 4 INCHES.
 FL1882'IT IS LOCATED 114 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF
 FL1882'A ROAD LEADING TO THE OASIS RANCH.  2 FEET NORTH OF A WHITE
 FL1882'WITNESS POST.  AND 1 FOOT NORTHWEST OF A POWER LINE POLE,
 FL1882'WHICH IS THE THIRD POLE EAST OF THE COUNTY ROAD.
 FL1882'
 FL1882'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO NORTHWEST FOR
 FL1882'0.05 MILE TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT, EAST,
 FL1882'ACROSS CATTLE GUARD AND GO 0.15 MILE TO THE AZIMUTH MARK ON
 FL1882'THE RIGHT NEAR POWER LINE POLE.
 FL1882
 FL1882                          STATION RECOVERY (1961)
 FL1882
 FL1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JSC)
 FL1882'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 FL1882'MARK NO. 1 WAS RECOVERED BUT IN POOR CONDITION.  DIRECTIONS FOR
 FL1882'PROCEEDING TO STATION SITE ARE CORRECT.
 FL1882
 FL1882                          STATION RECOVERY (1967)
 FL1882
 FL1882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FL1882'THE STATION SURFACE MARK HAS BEEN DISTRUBED BY ROAD EQUIPMENT AND
 FL1882'IS LEANING SLIGHTLY.  NO ATTEMPT WAS MADE TO DIG UP THE
 FL1882'UNDERGROUND MARK AS THE STATION LOCATION WAS ADEQUATE FOR
 FL1882'AZIMUTH CONTROL.
 FL1882'
 FL1882'THE TO REACH DESCRIPTION IS ADEQUATE.
 FL1882
 FL1882                          STATION RECOVERY (1968)
 FL1882
 FL1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FL1882'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE FOUND
 FL1882'DISPLACED.  THE UNDERGROUND STATION MARK, REFERENCE MARK
 FL1882'NO. 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 FL1882'CONDITION.
 FL1882'
 FL1882'A NEW SURFACE STATION MARK AND REFERENCE MARK NO. 3 WERE SET.
 FL1882'
 FL1882'A NEW DESCRIPTION FOLLOWS.
 FL1882'
 FL1882'TO REACH THE STATION FROM THE SIGNAL LIGHT IN CANADIAN, GO
 FL1882'NORTH ON U.S. HIGHWAYS 60 AND 83 FOR 2.0 MILES TO THE JUNCTION
 FL1882'WITH FARM ROAD 2266.  TURN RIGHT AND GO EAST ON FARM ROAD
 FL1882'2266 FOR 10.95 TO A CATTLE GUARD AND THE END OF THE BLACK-TOP
 FL1882'ROAD.  CONTINUE EAST ON THE MAIN TRAVELED ROAD FOR 0.4 MILE
 FL1882'TO A ROAD FORK.  TAKE THE LEFT FORK AND CONTINUE EAST ON THE
 FL1882'MAIN TRAVELED ROAD FOR 0.7 MILE TO A ROAD FORK AND SIGN CAMP
 FL1882'KIOWA.  TAKE THE LEFT FORK AND GO NORTH ON THE MAIN TRAVELED
 FL1882'ROAD, PASSING LARGE BUILDINGS ON THE LEFT AND CROSSING A
 FL1882'CATTLE GUARD, FOR 1.15 MILES TO THE STATION ON THE LEFT.
 FL1882'(CONTINUE NORTH ON THE MAIN TRAVELED ROAD FOR 0.05 MILE TO
 FL1882'A SIDE ROAD ON THE RIGHT.  TURN RIGHT, CROSSING A CATTLE
 FL1882'GUARD, AND GO EAST ON RANCH ROAD FOR 0.15 MILE TO THE
 FL1882'AZIMUTH MARK ON THE RIGHT.
 FL1882'
 FL1882'STATION SURFACE MARK, A STANDARD DISK STAMPED MARVIN 1952 1968, IS
 FL1882'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 FL1882'INCHES.  IT IS 96.5 FEET NORTH OF THE NORTH ONE OF THREE BRACE
 FL1882'POSTS, 25.5 FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD,
 FL1882'3.5 FEET SOUTHEAST OF A FENCE, AND 1 FOOT SOUTH OF A METAL
 FL1882'WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 FL1882'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE
 FL1882'GROUND AND THE DISK IS STAMPED MARVIN 1952.
 FL1882'
 FL1882'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MARVIN NO. 2
 FL1882'1952, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FL1882'4 INCHES.  IT IS 66.5 FEET NORTH OF THE BRACE POST, 29.5 FEET
 FL1882'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, AND 2 FEET EAST
 FL1882'OF A FENCE.
 FL1882'
 FL1882'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MARVIN NO. 3
 FL1882'1952 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FL1882'PROJECTS 2 INCHES.  IT IS 28 FEET NORTHWEST OF THE CENTER OF
 FL1882'THE GRAVELED ROAD AND 1 FOOT SOUTHEAST OF A FENCE.
 FL1882'
 FL1882'AZIMUTH MARK, A STANDARD DISK STAMPED MARVIN 1952, IS SET
 FL1882'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FL1882'IT IS 114 FEET SOUTH-SOUTHEAST OF THE CENTER OF ROAD LEADING
 FL1882'TO THE CASIS RANCH, 1 FOOT NORTHWEST OF A POWERLINE POLE,
 FL1882'WHICH IS THE THIRD POLE EAST OF THE COUNTY ROAD.
 FL1882'
 FL1882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 FL1882'12 MILES EAST OF CANADIAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0946 ***********************************************************************
 CU0946  DESIGNATION -  MARYNEAL
 CU0946  PID         -  CU0946
 CU0946  STATE/COUNTY-  TX/NOLAN
 CU0946  USGS QUAD   -  MARYNEAL (1969)
 CU0946
 CU0946                         *CURRENT SURVEY CONTROL
 CU0946  ___________________________________________________________________
 CU0946* NAD 83(1993)-  32 11 36.96229(N)    100 26 37.31391(W)     ADJUSTED  
 CU0946* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 CU0946  ___________________________________________________________________
 CU0946  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CU0946  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CU0946
 CU0946  HORZ ORDER  -  FIRST
 CU0946
 CU0946.The horizontal coordinates were established by classical geodetic methods
 CU0946.and adjusted by the National Geodetic Survey in February 1996..
 CU0946
 CU0946.The orthometric height was scaled from a topographic map.
 CU0946
 CU0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0946
 CU0946.The geoid height was determined by GEOID03.
 CU0946
 CU0946;                    North         East     Units Scale Factor Converg.
 CU0946;SPC TXNC     - 2,060,128.670   416,734.229   MT  0.99998385   -1 03 36.3
 CU0946;SPC TXNC     - 6,758,938.81  1,367,235.55   sFT  0.99998385   -1 03 36.3
 CU0946;SPC TX C     - 3,280,151.826   689,592.220   MT  1.00009810   -0 03 24.6
 CU0946;SPC TX C     -10,761,631.45  2,262,437.14   sFT  1.00009810   -0 03 24.6
 CU0946;UTM  14      - 3,562,808.750   363,916.018   MT  0.99982838   -0 46 09.5
 CU0946
 CU0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0946!SPC TXNC     -   0.99988204  x   0.99998385  =   0.99986589
 CU0946!SPC TX C     -   0.99988204  x   1.00009810  =   0.99998013
 CU0946!UTM  14      -   0.99988204  x   0.99982838  =   0.99971044
 CU0946
 CU0946:                Primary Azimuth Mark                     Grid Az
 CU0946:SPC TXNC     -  MARYNEAL AZ MK                           180 59 31.9
 CU0946:SPC TX C     -  MARYNEAL AZ MK                           179 59 20.2
 CU0946:UTM  14      -  MARYNEAL AZ MK                           180 42 05.1
 CU0946
 CU0946|---------------------------------------------------------------------|
 CU0946| PID    Reference Object                     Distance      Geod. Az  |
 CU0946|                                                           dddmmss.s |
 CU0946| CX8603 MARYNEAL AZ MK                                     1795555.6 |
 CU0946| CX8604 MARYNEAL RM 1                        38.412 METERS 18520     |
 CU0946| CX8605 MARYNEAL RM 2                        78.390 METERS 27322     |
 CU0946| CU0952 LLOYD RESET                         APPROX.16.0 KM 3430833.3 |
 CU0946|---------------------------------------------------------------------|
 CU0946
 CU0946                          SUPERSEDED SURVEY CONTROL
 CU0946
 CU0946  NAD 83(1986)-  32 11 36.96684(N)    100 26 37.30193(W) AD(       ) 1
 CU0946  NAD 27      -  32 11 36.50300(N)    100 26 35.93900(W) AD(       ) 1
 CU0946
 CU0946.Superseded values are not recommended for survey control.
 CU0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0946.See file dsdata.txt to determine how the superseded data were derived.
 CU0946
 CU0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6391662809(NAD 83)
 CU0946_MARKER: DS = TRIANGULATION STATION DISK
 CU0946_SETTING: 80 = SET IN A BOULDER
 CU0946_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CU0946
 CU0946  HISTORY     - Date     Condition        Report By
 CU0946  HISTORY     - 1935     MONUMENTED       CGS
 CU0946  HISTORY     - 1938     GOOD             TXHD
 CU0946  HISTORY     - 1942     GOOD             USGS
 CU0946  HISTORY     - 1958     GOOD             CGS
 CU0946  HISTORY     - 1963     GOOD             CGS
 CU0946
 CU0946                          STATION DESCRIPTION
 CU0946
 CU0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0946'STATION IS LOCATED ALONG SECTION ROAD 3 MILES S OF MARYNEAL.
 CU0946'
 CU0946'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CU0946'HOLE IN A BOULDER.
 CU0946'
 CU0946'THE REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CU0946'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CU0946'
 CU0946'REFERENCE MARK NO. 1 IS 30 FEET W OF FENCE LINE, 45 FEET W
 CU0946'OF CENTER LINE OF ROAD, IN E EDGE OF SMALL HORIZONTAL OUTCROPPING
 CU0946'BEDROCK, AT N EDGE OF GULLY (WINDING).
 CU0946'
 CU0946'REFERENCE MARK NO. 2 IS 275 FEET W OF FENCE LINE, 290 FEET
 CU0946'W CENTER LINE ROAD, AT E EDGE OF GULLY.
 CU0946'
 CU0946'AZIMUTH MARK IS REACHED BY GOING 1 MILE S TO CURVE.  MARK IS
 CU0946'30 FEET S OF ROAD, ON EXTENSION OF TANGENT TO CURVE RIGHT (W).
 CU0946'
 CU0946'TO REACH THE STATION FROM THE RAILROAD STATION IN MARYNEAL,
 CU0946'GO E ON MAIN ROAD FOR 0.6 MILE, THENCE RIGHT (S) ON GRADED
 CU0946'ROAD 1.85 MILES TO RAILROAD TRACKS.  CONTINUE ON MAIN ROAD
 CU0946'1.25 MILES OR 0.45 MILE PAST A GATE ON A RIGHT CURVE WITH
 CU0946'SIGN YOUNG RANCH TO TOP OF GRADE.  STATION IS IN ROCKY PASTURE,
 CU0946'18 FEET W OF FENCE LINE, 35 FEET W CENTER LINE OF ROAD.
 CU0946'
 CU0946'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CU0946
 CU0946                          STATION RECOVERY (1938)
 CU0946
 CU0946'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0946'DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE MARKS
 CU0946'WERE FOUND IN GOOD CONDITION.  DID NOT RECOVER THE AZIMUTH
 CU0946'MARK.
 CU0946
 CU0946                          STATION RECOVERY (1942)
 CU0946
 CU0946'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942 (SAS)
 CU0946'THE STATION MARK IS MISSING.  ROCK IN THE AREA OF THE STATION
 CU0946'HAS BEEN USED FOR ROAD AND BRIDGE BUILDING.  UNDOUBTEDLY
 CU0946'THE STATION MARK WAS TAKEN AWAY BY A PERSON UNACQUAINTED
 CU0946'WITH TRIANGULATION STATIONS.
 CU0946
 CU0946                          STATION RECOVERY (1958)
 CU0946
 CU0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0946'THIS STATION HAS BEEN DESTROYED AND THE ONLY MARK RECOVERED
 CU0946'AT THE SITE WAS R.M. NO. 1.  IT WAS REPORTED BY S.A.S.,G.S.
 CU0946'IN 1942 THAT THE STATION HAD BEEN DESTROYED.  IT WAS REPORTED
 CU0946'THAT ROCKS IN THE AREA HAS BEEN USED FOR ROAD AND BRIDGE
 CU0946'BUILDING.
 CU0946
 CU0946                          STATION RECOVERY (1963)
 CU0946
 CU0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KAE)
 CU0946'STATION IS STILL EASILY LOCATED WITH PRESENT DESCRIPTION
 CU0946'EVEN THOUGH ROAD HAS CHANGED.  THE GATE WITH YOUNG RANCH SIGN
 CU0946'NO LONGER EXISTS.
 CU0946'
 CU0946'R.M. 1 IN GOOD CONDITION.  ROAD REPORTED IN DESCRIPTION HAS
 CU0946'BEEN MADE AN FM HWY, AND LOCATION CHANGED SOMEWHAT IN PLACES.
 CU0946'MARK IS NOW 6 FEET E OF W R/W FENCE.
 CU0946'
 CU0946'R.M. 2 IS IN GOOD CONDITION, AND COVERED WITH DIRT.  EASILY
 CU0946'FOUND BY APPROXIMATING POSITION OF ORIGINAL STATION (NOW IN
 CU0946'HIGHWAY WEST DITCH) APPROXIMATING THE ANGLE AND USING THE
 CU0946'REFERENCE DISTANCE.
 CU0946'
 CU0946'AZIMUTH MARK WAS NOT FOUND.  THE OLD ROAD MADE A BEND AT THIS
 CU0946'LOCATION.  ROAD NOW BUILT ALONG PROJECTION OF BACK TANGENT
 CU0946'REFERED TO IN DESCRIPTION WITH MARKER EITHER BEING DESTROYED
 CU0946'OR UNDER THE EXISTING ROADBED.  THIS IS UNPAVED, CLAICHE COUNTY
 CU0946'ROAD.  F.M. HWY ENDS 1/2 MILE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1316 ***********************************************************************
 DN1316  DESIGNATION -  MASCH
 DN1316  PID         -  DN1316
 DN1316  STATE/COUNTY-  TX/DENTON
 DN1316  USGS QUAD   -  SANGER (1978)
 DN1316
 DN1316                         *CURRENT SURVEY CONTROL
 DN1316  ___________________________________________________________________
 DN1316* NAD 83(1993)-  33 16 16.63708(N)    097 12 01.99995(W)     ADJUSTED  
 DN1316* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 DN1316  ___________________________________________________________________
 DN1316  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DN1316  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DN1316
 DN1316  HORZ ORDER  -  FIRST
 DN1316
 DN1316.The horizontal coordinates were established by classical geodetic methods
 DN1316.and adjusted by the National Geodetic Survey in February 1996..
 DN1316
 DN1316.The orthometric height was scaled from a topographic map.
 DN1316
 DN1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1316
 DN1316.The geoid height was determined by GEOID03.
 DN1316
 DN1316;                    North         East     Units Scale Factor Converg.
 DN1316;SPC TXNC     - 2,178,685.482   721,046.638   MT  0.99987994   +0 42 31.4
 DN1316;SPC TXNC     - 7,147,903.95  2,365,633.84   sFT  0.99987994   +0 42 31.4
 DN1316;UTM  14      - 3,682,806.673   667,591.339   MT  0.99994630   +0 59 14.7
 DN1316
 DN1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1316!SPC TXNC     -   0.99996553  x   0.99987994  =   0.99984547
 DN1316!UTM  14      -   0.99996553  x   0.99994630  =   0.99991183
 DN1316
 DN1316:                Primary Azimuth Mark                     Grid Az
 DN1316:SPC TXNC     -  SANGER MUNICIPAL TANK                    014 51 44.0
 DN1316:UTM  14      -  SANGER MUNICIPAL TANK                    014 35 00.7
 DN1316
 DN1316|---------------------------------------------------------------------|
 DN1316| PID    Reference Object                     Distance      Geod. Az  |
 DN1316|                                                           dddmmss.s |
 DN1316| DN1318 SANGER MUNICIPAL TANK               APPROX.10.4 KM 0153415.4 |
 DN1316| CY1587 MASCH RM 1                           43.923 METERS 09820     |
 DN1316| DN1332 DENTON N MUNICIPAL TANK             APPROX. 7.9 KM 1200420.1 |
 DN1316| DN1335 DENTON TEXAS ST COLLEGE FOR WOMEN S APPROX. 8.2 KM 1264220.9 |
 DN1316| DN1334 DENTON C I A ADM BLDG DOME          APPROX. 8.5 KM 1272030.7 |
 DN1316| DN1329 DENTON S MUNICIPAL TANK             APPROX. 8.2 KM 1364639.6 |
 DN1316| DN1333 DENTON RAD STA KDNT TALL MAST       APPROX. 5.3 KM 1452028.2 |
 DN1316| DN1328 DENTON MUNICIPAL STANDPIPE          APPROX. 6.8 KM 1460226.4 |
 DN1316| CY1586 MASCH AZ MK                                        1514544.3 |
 DN1316| CY1588 MASCH RM 2                           42.372 METERS 17105     |
 DN1316|---------------------------------------------------------------------|
 DN1316
 DN1316                          SUPERSEDED SURVEY CONTROL
 DN1316
 DN1316  NAD 83(1993)-  33 16 16.63901(N)    097 12 01.99107(W) AD(       ) 1
 DN1316  NAD 83(1986)-  33 16 16.64193(N)    097 12 01.98672(W) AD(       ) 1
 DN1316  NAD 27      -  33 16 16.21800(N)    097 12 00.93000(W) AD(       ) 1
 DN1316
 DN1316.Superseded values are not recommended for survey control.
 DN1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1316.See file dsdata.txt to determine how the superseded data were derived.
 DN1316
 DN1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6759182807(NAD 83)
 DN1316_MARKER: DS = TRIANGULATION STATION DISK
 DN1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1316
 DN1316  HISTORY     - Date     Condition        Report By
 DN1316  HISTORY     - 1935     MONUMENTED       CGS
 DN1316  HISTORY     - 1937     GOOD             TXHD
 DN1316  HISTORY     - 1938     GOOD             TXGS
 DN1316  HISTORY     - 1955     GOOD             CGS
 DN1316  HISTORY     - 1960     GOOD             CGS
 DN1316  HISTORY     - 1961     GOOD             AMS
 DN1316  HISTORY     - 1962     GOOD             CGS
 DN1316  HISTORY     - 1979     GOOD             NGS
 DN1316  HISTORY     - 19920909 GOOD             USPSQD
 DN1316  HISTORY     - 19950630 GOOD             USPSQD
 DN1316  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 DN1316
 DN1316                          STATION DESCRIPTION
 DN1316
 DN1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1316'THIS STATION IS ABOUT 6 MILES NW OF DENTON, ABOUT 2-1/2 MILES
 DN1316'ENE OF KRUM, ON LAND OCCUPIED BY MR. GUS MASCH.  IT IS ON
 DN1316'THE N END OF A PROMINENT GRASS-COVERED RIDGE, ABOUT 10 FEET
 DN1316'S OF SLOPE NORTHWARD, ABOUT 15 FEET E OF SLOPE WESTWARD.  MARK
 DN1316'IS FLUSH.
 DN1316'
 DN1316'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1316'BRONZE DISKS SET IN CONCRETE.
 DN1316'
 DN1316'REFERENCE MARK NO. 1 IS E OF THE STATION, AT POINT OF
 DN1316'RIDGE, WHICH EXTENDS EASTWARD.  MARK PROJECTS 2 INCHES.
 DN1316'
 DN1316'REFERENCE MARK NO. 2 IS S OF THE STATION, ON EASTERN SLOPE
 DN1316'OF RIDGE, IN LINE WITH SLOPE EASTWARD AND AT THE POINT WHERE IT
 DN1316'MAKES A BEND NORTHEASTERLY TO FORM A SMALL PROJECTING POINT.
 DN1316'MARK IS FLUSH.
 DN1316'
 DN1316'AZIMUTH MARK IS SE OF THE STATION, NEAR THE NE CORNER OF A
 DN1316'PASTURE, 105 FEET W OF THE NE FENCE CORNER AT T-ROAD INTERSECTION,
 DN1316'17 FEET S OF CENTER LINE OF ROAD, IN THE FENCE LINE.  MARK
 DN1316'PROJECTS 4 INCHES.
 DN1316'
 DN1316'STATION IS REACHED FROM DENTON (NW CORNER OF THE SQUARE) BY
 DN1316'GOING N ON U.S. HIGHWAY 77, 4.7 MILES TO SERVICE STATION AT
 DN1316'FORKS OF ROAD.  THENCE W ON DIRT ROAD 1.1 MILES, THENCE N 0.1
 DN1316'MILE.  THENCE W 0.3 MILE TO FARM LANE.  THENCE N 0.15 MILE TO
 DN1316'DWELLING, CONTINUE N THROUGH BARN LOT 0.15 MILE TO N END
 DN1316'AND HIGHEST POINT OF RIDGE AND STATION.
 DN1316'
 DN1316'ALL LIGHTS ARE VISIBLE FROM GROUND.
 DN1316
 DN1316                          STATION RECOVERY (1937)
 DN1316
 DN1316'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1316'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 DN1316'NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 DN1316
 DN1316                          STATION RECOVERY (1938)
 DN1316
 DN1316'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1316'STATION RECOVERED AND IS IN EXCELLENT CONDITION.
 DN1316
 DN1316                          STATION RECOVERY (1955)
 DN1316
 DN1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1316'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 DN1316'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 DN1316'CONDITION.
 DN1316'
 DN1316'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DN1316'
 DN1316'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF DENTON,
 DN1316'AND ABOUT 2.5 MILES EAST-NORTHEAST OF KRUM ON THE NORTH
 DN1316'END OF A PROMINENT GRASS-COVERED RIDGE.  IT IS ABOUT 10 FEET
 DN1316'SOUTH OF THE DOWNWARD SLOPE TO THE NORTH, AND ABOUT 15 FEET
 DN1316'EAST OF THE SLOPE WESTWARD.  IT IS SET FLUSH AND THE DISK
 DN1316'IS STAMPED MASCH 1935.
 DN1316'
 DN1316'R.M. NO. 1 IS ON THE POINT OF THE RIDGE THAT EXTENDS EASTWARD,
 DN1316'AND IS ON THE SAME ELEVATION WITH THE STATION.  IT IS SET
 DN1316'FLUSH AND THE DISK IS STAMPED MASCH NO 1 1935.
 DN1316'
 DN1316'R.M. NO. 2 IS ON THE SOUTH SLOPE OF THE RIDGE ABOUT 2 FEET
 DN1316'BELOW STATION ELEVATION.  IT IS SET FLUSH AND THE DISK IS
 DN1316'STAMPED MASCH NO 2 1935.
 DN1316'
 DN1316'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 167.90 FEET.
 DN1316'
 DN1316'THE AZIMUTH MARK IS NEAR THE NORTHEAST CORNER OF A PASTURE, 90
 DN1316'FEET WEST OF A FENCE CORNER POST, AND 15 FEET SOUTH OF THE CENTER
 DN1316'OF A DIRT ROAD.  THE DISK IS A STANDARD REFERENCE MARK DISK
 DN1316'THAT IS STAMPED MASCH AZIMUTH 1935.  IT PROJECTS
 DN1316'ABOUT 6 INCHES.
 DN1316'
 DN1316'TO REACH THE STATION FROM THE POST OFFICE IN DENTON, GO NORTH
 DN1316'ON U.S. HIGHWAY 77 FOR 4.65 MILES TO A FORK AND A SERVICE
 DN1316'STATION ON THE LEFT, TURN LEFT AND GO WEST ON A DIRT ROAD
 DN1316'FOR 1.1 MILES, TURN RIGHT AND GO NORTH FOR 0.1 MILE, THEN LEFT
 DN1316'FOR 0.05 MILE, (AZIMUTH MARK ON THE LEFT AS DESCRIBED), CONTINUE
 DN1316'WESTERLY ON THE DIRT ROAD FOR 0.25 MILE TO A FARM LANE AND
 DN1316'GATE ON THE RIGHT, PASS THROUGH THE GATE AND GO NORTH FOR 0.15
 DN1316'MILE TO A FARM HOUSE, PASS TO THE RIGHT OF THE HOUSE AND
 DN1316'CONTINUE NORTH FOR 0.15 MILE TO THE NORTH END OF A RIDGE
 DN1316'AND THE STATION AS DESCRIBED.
 DN1316
 DN1316                          STATION RECOVERY (1960)
 DN1316
 DN1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1316'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1316'
 DN1316'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1316
 DN1316                          STATION RECOVERY (1961)
 DN1316
 DN1316'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 DN1316'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 DN1316'IN GOOD CONDITION AS DESCRIBED.
 DN1316
 DN1316                          STATION RECOVERY (1962)
 DN1316
 DN1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPM)
 DN1316'TRIANGULATION AND AZIMUTH RECOVERED IN GOOD CONDITION.  ORIGINAL
 DN1316'DESCRIPTION ADEQUATE.  THIS STATION IS APPROX. 1/4 MILE WEST
 DN1316'OF THE G C AND S F RR BRANCH LINE TO DALLAS (CONSTRUCTED IN
 DN1316'1955).  NO SEARCH WAS MADE TO RECOVER REFERENCE MARKERS.
 DN1316
 DN1316                          STATION RECOVERY (1979)
 DN1316
 DN1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 DN1316'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DN1316'GOOD CONDITION.  THE AZIMUTH MARK APPEARS TO HAVE BEEN DISTURBED AND
 DN1316'OBSERVATIONS INDICATED A DISCREPANCY OF APPROXIMATELY 30 SECONDS.
 DN1316'
 DN1316'THE 1955 DESCRIPTION IS STILL ADEQUATE, HOWEVER THE PROPERTY IS NOW
 DN1316'OWNED BY MR. AL SELLMEYER WHO LIVES ON BARTHOLD RD. ABOUT 0.8 MILES
 DN1316'SOUTHEAST OF THE STATION.  HE SHOULD BE CONTACTED PRIOR TO
 DN1316'SEARCHING FOR THE STATION.
 DN1316'
 DN1316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DN1316'ENE OF KRUM.
 DN1316
 DN1316                          STATION RECOVERY (1992)
 DN1316
 DN1316'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN1316'RECOVERED IN GOOD CONDITION.
 DN1316
 DN1316                          STATION RECOVERY (1995)
 DN1316
 DN1316'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1316'RECOVERED IN GOOD CONDITION.
 DN1316
 DN1316                          STATION RECOVERY (1998)
 DN1316
 DN1316'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0832 ***********************************************************************
 CC0832  DESIGNATION -  MASON
 CC0832  PID         -  CC0832
 CC0832  STATE/COUNTY-  TX/LOVING
 CC0832  USGS QUAD   -  ORLA NE (1968)
 CC0832
 CC0832                         *CURRENT SURVEY CONTROL
 CC0832  ___________________________________________________________________
 CC0832* NAD 83(1993)-  31 55 45.80036(N)    103 45 26.62125(W)     ADJUSTED  
 CC0832* NAVD 88     -       944.8    (meters)    3100.     (feet)  VERTCON   
 CC0832  ___________________________________________________________________
 CC0832  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 CC0832  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CC0832
 CC0832  HORZ ORDER  -  SECOND
 CC0832
 CC0832.The horizontal coordinates were established by classical geodetic methods
 CC0832.and adjusted by the National Geodetic Survey in February 1996..
 CC0832
 CC0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0832
 CC0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0832
 CC0832.The geoid height was determined by GEOID03.
 CC0832
 CC0832;                    North         East     Units Scale Factor Converg.
 CC0832;SPC TX C     - 3,255,830.225   376,248.978   MT  1.00001270   -1 45 48.9
 CC0832;SPC TX C     -10,681,836.33  1,234,410.19   sFT  1.00001270   -1 45 48.9
 CC0832;SPC NM E     -   103,183.719   219,459.365   MT  0.99994566   +0 18 16.6
 CC0832;SPC NM E     -   338,528.58    720,009.60   sFT  0.99994566   +0 18 16.6
 CC0832;UTM  13      - 3,533,282.763   617,464.652   MT  0.99977017   +0 39 26.1
 CC0832
 CC0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0832!SPC TX C     -   0.99985571  x   1.00001270  =   0.99986841
 CC0832!SPC NM E     -   0.99985571  x   0.99994566  =   0.99980138
 CC0832!UTM  13      -   0.99985571  x   0.99977017  =   0.99962592
 CC0832
 CC0832|---------------------------------------------------------------------|
 CC0832| PID    Reference Object                     Distance      Geod. Az  |
 CC0832|                                                           dddmmss.s |
 CC0832| CH8968 MASON RM 1                           15.159 METERS 02935     |
 CC0832| CC0823 SALADO                              APPROX. 9.0 KM 0681900.7 |
 CC0832| CH8969 MASON RM 2                           14.539 METERS 12033     |
 CC0832|---------------------------------------------------------------------|
 CC0832
 CC0832                          SUPERSEDED SURVEY CONTROL
 CC0832
 CC0832  NAD 83(1993)-  31 55 45.80126(N)    103 45 26.61998(W) AD(       ) 2
 CC0832  NAD 83(1986)-  31 55 45.80113(N)    103 45 26.61946(W) AD(       ) 2
 CC0832  NAD 27      -  31 55 45.34722(N)    103 45 24.92897(W) AD(       ) 2
 CC0832  NGVD 29 (07/19/86)  944.3    (m)         3098.     (f) VERT ANG       
 CC0832
 CC0832.Superseded values are not recommended for survey control.
 CC0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0832.See file dsdata.txt to determine how the superseded data were derived.
 CC0832
 CC0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR1746533283(NAD 83)
 CC0832_MARKER: DD = SURVEY DISK
 CC0832_SETTING: 66 = SET IN ROCK OUTCROP
 CC0832_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CC0832
 CC0832  HISTORY     - Date     Condition        Report By
 CC0832  HISTORY     - 1969     MONUMENTED       USGS
 CC0832
 CC0832                          STATION DESCRIPTION
 CC0832
 CC0832'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JTD)
 CC0832'THE STATION IS LOCATED NORTH 48 DEG EAST ABOUT 12 MILES
 CC0832'AIRLINE FROM ORLA, NORTH 30 DEG WEST ABOUT 18 MILES AIRLINE
 CC0832'FROM MENTONE.  ON THE HIGHEST PART OF A HILL.  64 FEET EAST
 CC0832'OF ROAD.  98 FEET WEST OF FENCE LINE.  5.3 FEET SOUTH-SOUTHWEST
 CC0832'OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 CC0832'
 CC0832'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285
 CC0832'AND FARM ROAD 652 IN ORLA, GO NORTHEAST ON FARM ROAD 652
 CC0832'FOR 12.3 MILES TO A DIRT ROAD EAST.  TAKE ROAD EAST FOR 0.1
 CC0832'MILE TO ROAD FORK, THEN LEFT FOR 0.05 MILE TO CROSSROADS.
 CC0832'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO ROAD FORK.  TAKE RIGHT
 CC0832'FORK FOR 0.25 MILE TO ROAD FORK, THEN RIGHT FOR 0.5 MILE
 CC0832'TO ROAD FORK, THEN RIGHT FOR 0.45 MILE TO ROAD FORK.  TAKE
 CC0832'LEFT FORK FOR 0.95 MILE TO TOP OF HILL AND STATION SITE.
 CC0832'
 CC0832'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CC0832'STEEL ROD 2 FEET LONG, CEMENTED IN A DRILL HOLE IN BEDROCK.
 CC0832'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 CC0832'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH
 CC0832'WITH GROUND AND STAMPED MASON ET 1969.
 CC0832'
 CC0832'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CC0832'CRIMPED TO A COPPER COATED STEEL ROD 2.3 FEET LONG, CEMENTED
 CC0832'IN A DRILL HOLE IN BEDROCK.  CENTERED IN AN ORANGEBURG TILE,
 CC0832'6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 CC0832'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED MASON ET 1969
 CC0832'NO. 1.
 CC0832'
 CC0832'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CC0832'CRIMPED TO A COPPER COATED STEEL ROD 2.5 FEET LONG, CEMENTED
 CC0832'IN A DRILL HOLE IN BEDROCK.  CENTERED IN AN ORANGEBURG TILE,
 CC0832'6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 CC0832'THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED MASON ET
 CC0832'1969 NO. 2.
 CC0832'
 CC0832'STATION SALADO ET 1969 IS VISIBLE FROM THE GROUND AT THIS
 CC0832'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0729 ***********************************************************************
 BN0729  DESIGNATION -  MASON MC CULLOCK CO LINE MARK
 BN0729  PID         -  BN0729
 BN0729  STATE/COUNTY-  TX/MCCULLOCH
 BN0729  USGS QUAD   -  KATEMCY (1970)
 BN0729
 BN0729                         *CURRENT SURVEY CONTROL
 BN0729  ___________________________________________________________________
 BN0729* NAD 83(1993)-  30 56 28.12073(N)    099 16 57.86313(W)     ADJUSTED  
 BN0729* NAVD 88     -       534.     (meters)    1752.     (feet)  SCALED    
 BN0729  ___________________________________________________________________
 BN0729  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BN0729  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BN0729
 BN0729  HORZ ORDER  -  SECOND
 BN0729
 BN0729.The horizontal coordinates were established by classical geodetic methods
 BN0729.and adjusted by the National Geodetic Survey in February 1996..
 BN0729
 BN0729.The orthometric height was scaled from a topographic map.
 BN0729
 BN0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0729
 BN0729.The geoid height was determined by GEOID03.
 BN0729
 BN0729;                    North         East     Units Scale Factor Converg.
 BN0729;SPC TX C     - 3,141,756.167   800,384.426   MT  0.99988229   +0 32 28.0
 BN0729;SPC TX C     -10,307,578.36  2,625,927.90   sFT  0.99988229   +0 32 28.0
 BN0729;UTM  14      - 3,423,113.576   472,991.333   MT  0.99960900   -0 08 43.3
 BN0729
 BN0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0729!SPC TX C     -   0.99991975  x   0.99988229  =   0.99980205
 BN0729!UTM  14      -   0.99991975  x   0.99960900  =   0.99952878
 BN0729
 BN0729                          SUPERSEDED SURVEY CONTROL
 BN0729
 BN0729  NAD 83(1986)-  30 56 28.12999(N)    099 16 57.84846(W) AD(       ) 2
 BN0729  NAD 27      -  30 56 27.51200(N)    099 16 56.64700(W) AD(       ) 2
 BN0729
 BN0729.Superseded values are not recommended for survey control.
 BN0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0729.See file dsdata.txt to determine how the superseded data were derived.
 BN0729
 BN0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7299123114(NAD 83)
 BN0729_MARKER: U = CONCRETE POST
 BN0729_SETTING: 0 = UNSPECIFIED SETTING
 BN0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0729
 BN0729  HISTORY     - Date     Condition        Report By
 BN0729  HISTORY     - 1935     MONUMENTED       CGS
 BN0729  HISTORY     - 19950826 GOOD             USPSQD
 BN0729  HISTORY     - 19990108 POOR             USPSQD
 BN0729
 BN0729                          STATION DESCRIPTION
 BN0729
 BN0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0729'STATION IS LOCATED ON MASON-MC CULLOCH COUNTY LINE, 14.7
 BN0729'MILES S OF BRADY WHERE U.S. HIGHWAY 385, CROSSES COUNTY
 BN0729'LINE, ON THE W SIDE OF THE HIGHWAY.
 BN0729'
 BN0729'COUNTY LINE MARKER IS A 4X4-INCH CONCRETE POST.
 BN0729
 BN0729                          STATION RECOVERY (1995)
 BN0729
 BN0729'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0729'RECOVERED IN GOOD CONDITION.
 BN0729
 BN0729                          STATION RECOVERY (1999)
 BN0729
 BN0729'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0729'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0825 ***********************************************************************
 BN0825  PACS        -  This is a Primary Airport Control Station.
 BN0825  DESIGNATION -  MASONPORT
 BN0825  PID         -  BN0825
 BN0825  STATE/COUNTY-  TX/MASON
 BN0825  USGS QUAD   -  MASON (1979)
 BN0825
 BN0825                         *CURRENT SURVEY CONTROL
 BN0825  ___________________________________________________________________
 BN0825* NAD 83(1993)-  30 44 13.53822(N)    099 11 03.51295(W)     ADJUSTED  
 BN0825* NAVD 88     -       457.38   (meters)    1500.6    (feet)  GPS OBS   
 BN0825  ___________________________________________________________________
 BN0825  X           -    -875,835.723 (meters)                     COMP
 BN0825  Y           -  -5,416,972.173 (meters)                     COMP
 BN0825  Z           -   3,241,096.896 (meters)                     COMP
 BN0825  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BN0825  ELLIP HEIGHT-         434.66  (meters)          (10/24/00) GPS OBS
 BN0825  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 BN0825
 BN0825  HORZ ORDER  -  B
 BN0825  ELLP ORDER  -  FOURTH    CLASS II
 BN0825
 BN0825.This mark is at Mason Co (T92) Airport (T92)
 BN0825
 BN0825.The horizontal coordinates were established by GPS observations
 BN0825.and adjusted by the National Geodetic Survey in February 1996..
 BN0825
 BN0825.The orthometric height was determined by GPS observations and a
 BN0825.high-resolution geoid model.
 BN0825
 BN0825.GPS derived orthometric heights for airport stations designated as
 BN0825.PACS or SACS are published to 2 decimal places.  This maintains
 BN0825.centimeter relative accuracy between the PACS and SACS.  It does
 BN0825.not indicate centimeter accuracy relative to other marks which are
 BN0825.part of the NAVD 88 network.
 BN0825
 BN0825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0825
 BN0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0825
 BN0825.The ellipsoidal height was determined by GPS observations
 BN0825.and is referenced to NAD 83.
 BN0825
 BN0825.The geoid height was determined by GEOID03.
 BN0825
 BN0825;                    North         East     Units Scale Factor Converg.
 BN0825;SPC TX C     - 3,119,230.503   810,022.809   MT  0.99989232   +0 35 30.5
 BN0825;SPC TX C     -10,233,675.41  2,657,549.83   sFT  0.99989232   +0 35 30.5
 BN0825;UTM  14      - 3,400,480.437   482,356.629   MT  0.99960384   -0 05 39.1
 BN0825
 BN0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0825!SPC TX C     -   0.99993175  x   0.99989232  =   0.99982407
 BN0825!UTM  14      -   0.99993175  x   0.99960384  =   0.99953561
 BN0825
 BN0825:                Primary Azimuth Mark                     Grid Az
 BN0825:SPC TX C     -  MASONPORT AZ MK                          180 34 19.4
 BN0825:UTM  14      -  MASONPORT AZ MK                          181 15 29.0
 BN0825
 BN0825|---------------------------------------------------------------------|
 BN0825| PID    Reference Object                     Distance      Geod. Az  |
 BN0825|                                                           dddmmss.s |
 BN0825| BN0826 MASONPORT AZ MK                     APPROX. 1.1 KM 1810949.9 |
 BN0825|---------------------------------------------------------------------|
 BN0825
 BN0825                          SUPERSEDED SURVEY CONTROL
 BN0825
 BN0825  ELLIP H (02/20/96)  434.69   (m)                       GP(       ) 1 1
 BN0825  NAD 83(1993)-  30 44 13.53779(N)    099 11 03.51322(W) AD(       ) 3
 BN0825  ELLIP H (02/16/96)  434.74   (m)                       GP(       ) 5 1
 BN0825  NAD 83(1986)-  30 44 13.54688(N)    099 11 03.50229(W) AD(       ) 3
 BN0825  NGVD 29 (10/23/89)  457.2    (m)         1500.     (f) GPS OBS        
 BN0825
 BN0825.Superseded values are not recommended for survey control.
 BN0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0825.See file dsdata.txt to determine how the superseded data were derived.
 BN0825
 BN0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV8235700480(NAD 83)
 BN0825_MARKER: I = METAL ROD
 BN0825_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0825_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0825_STAMPING: MASONPORT 1989
 BN0825_MARK LOGO: NGS   
 BN0825_PROJECTION: FLUSH
 BN0825_MAGNETIC: I = MARKER IS A STEEL ROD
 BN0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0825+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 BN0825_ROD/PIPE-DEPTH: 2.13 meters
 BN0825_SLEEVE-DEPTH  : 0.67 meters
 BN0825
 BN0825  HISTORY     - Date     Condition        Report By
 BN0825  HISTORY     - 1989     MONUMENTED       NGS
 BN0825  HISTORY     - 19950303 GOOD             NGS
 BN0825  HISTORY     - 19960725 GOOD             USPSQD
 BN0825
 BN0825                          STATION DESCRIPTION
 BN0825
 BN0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 BN0825'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) EAST OF MASON, 1 KM
 BN0825'(0.60 MI) SOUTH OF STATE HIGHWAY 29, AT THE MASON COUNTY AIRPORT, AT
 BN0825'THE NORTH END OF THE RUNWAY, AT THE JUNCTION WITH THE RAMP.
 BN0825'OWNERSHIP--MASON COUNTY, COURTHOUSE, MASON, TEXAS 76856.  THE AIRPORT
 BN0825'MANAGER IS VERN HULBERT, TELEPHONE 915-347-5635.
 BN0825'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 87, STATE
 BN0825'HIGHWAY 29, AND FARM ROAD 386 AT THE NORTHEAST CORNER OF THE
 BN0825'COURTHOUSE SQUARE IN MASON, GO EAST ON STATE HIGHWAY 29 FOR 1 KM
 BN0825'(0.60 MI) TO THE BRIDGE OVER COMANCHE CREEK.  CONTINUE AHEAD FOR 3.77
 BN0825'KM (2.35 MI) TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE
 BN0825'DIRT ROAD FOR 1.34 KM (0.85 MI) TO A GATE AT THE AIRPORT ENTRANCE.
 BN0825'PASS THROUGH THE GATE, THEN BEAR LEFT, ONTO THE TARMAC AND RAMP FOR
 BN0825'0.14 KM (0.10 MI) TO THE STATION ON THE RIGHT, AT THE RUNWAY JUNCTION.
 BN0825'THE STATION IS 14.0 M (45.9 FT) SOUTH OF THE RAMP CENTER AT THE
 BN0825'JUNCTION WITH THE RUNWAY, 11.7 M (38.4 FT) WEST OF THE RUNWAY
 BN0825'CENTERLINE, 5.1 M (16.7 FT) SOUTHEAST OF A BLUE RAMP LIGHT, 4.1 M
 BN0825'(13.5 FT) SOUTHWEST OF THE PAVEMENT CORNER, AND 0.7 M (2.3 FT) EAST OF
 BN0825'A CARSONITE WITNESS POST.
 BN0825'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0825'DESCRIBED BY R.D.B.
 BN0825
 BN0825                          STATION RECOVERY (1995)
 BN0825
 BN0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0825'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) EAST OF MASON, 1 KM (0.60
 BN0825'MI) SOUTH OF STATE HIGHWAY 29, AT THE MASON COUNTY AIRPORT. NEAR THE
 BN0825'NORTH END AND WEST OF THE RUNWAY.  ON THE SOUTH SIDE OF THE CONNECTOR.
 BN0825'OWNERSHIP--MASON COUNTY COURTHOUSE, MASON, TX.  76856. AIRPORT MANAGER
 BN0825'IS JUDGE THOMAS REARDON, PHONE 915-347-5556/5614.  TO REACH THE
 BN0825'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 87, STATE HIGHWAY 29, AND
 BN0825'FARM ROAD 386, AT THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 BN0825'MASON, GO EAST ON STATE HIGHWAY 29, 1.0 KM (0.60 MI) TO THE BRIDGE
 BN0825'OVER COMANCHE CREEK.  CONTINUE FOR 3.77 KM (2.35 MI) TO A DIRT ROAD ON
 BN0825'THE RIGHT.  TURN RIGHT, SOUTH, ON THE DIRT ROAD (MASON COUNTY AIRPORT
 BN0825'ROAD) FOR 1.34 KM (0.85 MI) TO A GATE AT THE AIRPORT ENTRANCE.  PASS
 BN0825'THROUGH THE GATE, BEAR LEFT, SOUTHEAST, ONTO THE APRON AND CONNECTOR
 BN0825'FOR 0.75 KM (0.45 MI) TO THE RUNWAY AND STATION ON THE RIGHT.  STATION
 BN0825'IS 30.4 M (99.7 FT) NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTHEAST OF
 BN0825'THE CONNECTOR, 14.3 M (46.9 FT) SOUTH OF THE EXTENDED CENTER OF THE
 BN0825'TAXI, 11.1 M (36.4 FT) WEST OF THE RUNWAY CENTERLINE, 4.9 M (16.1 FT)
 BN0825'SOUTHEAST OF THE EAST 1 OF 2 TAXI LIGHTS, AND 0.2 M (0.7 FT) BELOW THE
 BN0825'LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 BN0825'5-INCH LOGO CAP.  SLEEVE DEPTH DOSE NOT MEET CLASS A REQUIREMENTS.  BY
 BN0825'R.G.H.
 BN0825
 BN0825                          STATION RECOVERY (1996)
 BN0825
 BN0825'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0826 ***********************************************************************
 BN0826  SACS        -  This is a Secondary Airport Control Station.
 BN0826  DESIGNATION -  MASONPORT AZ MK
 BN0826  PID         -  BN0826
 BN0826  STATE/COUNTY-  TX/MASON
 BN0826  USGS QUAD   -  MASON (1979)
 BN0826
 BN0826                         *CURRENT SURVEY CONTROL
 BN0826  ___________________________________________________________________
 BN0826* NAD 83(1993)-  30 43 37.57545(N)    099 11 04.35869(W)     ADJUSTED  
 BN0826* NAVD 88     -       456.18   (meters)    1496.7    (feet)  GPS OBS   
 BN0826  ___________________________________________________________________
 BN0826  X           -    -875,948.111 (meters)                     COMP
 BN0826  Y           -  -5,417,526.306 (meters)                     COMP
 BN0826  Z           -   3,240,144.246 (meters)                     COMP
 BN0826  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BN0826  ELLIP HEIGHT-         433.46  (meters)          (07/06/01) GPS OBS
 BN0826  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BN0826
 BN0826  HORZ ORDER  -  FIRST
 BN0826  ELLP ORDER  -  FOURTH    CLASS I
 BN0826
 BN0826.This mark is at Mason Co (T92) Airport (T92)
 BN0826
 BN0826.The horizontal coordinates were established by GPS observations
 BN0826.and adjusted by the National Geodetic Survey in September 1996..
 BN0826
 BN0826.The orthometric height was determined by GPS observations and a
 BN0826.high-resolution geoid model.
 BN0826
 BN0826.GPS derived orthometric heights for airport stations designated as
 BN0826.PACS or SACS are published to 2 decimal places.  This maintains
 BN0826.centimeter relative accuracy between the PACS and SACS.  It does
 BN0826.not indicate centimeter accuracy relative to other marks which are
 BN0826.part of the NAVD 88 network.
 BN0826
 BN0826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0826
 BN0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0826
 BN0826.The ellipsoidal height was determined by GPS observations
 BN0826.and is referenced to NAD 83.
 BN0826
 BN0826.The geoid height was determined by GEOID03.
 BN0826
 BN0826;                    North         East     Units Scale Factor Converg.
 BN0826;SPC TX C     - 3,118,122.947   810,011.750   MT  0.99989313   +0 35 30.1
 BN0826;SPC TX C     -10,230,041.70  2,657,513.55   sFT  0.99989313   +0 35 30.1
 BN0826;UTM  14      - 3,399,373.412   482,332.318   MT  0.99960385   -0 05 39.5
 BN0826
 BN0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0826!SPC TX C     -   0.99993193  x   0.99989313  =   0.99982507
 BN0826!UTM  14      -   0.99993193  x   0.99960385  =   0.99953581
 BN0826
 BN0826:                Primary Azimuth Mark                     Grid Az
 BN0826:SPC TX C     -  MASONPORT                                000 34 19.4
 BN0826:UTM  14      -  MASONPORT                                001 15 29.0
 BN0826
 BN0826|---------------------------------------------------------------------|
 BN0826| PID    Reference Object                     Distance      Geod. Az  |
 BN0826|                                                           dddmmss.s |
 BN0826| BN0825 MASONPORT                           APPROX. 1.1 KM 0010949.5 |
 BN0826|---------------------------------------------------------------------|
 BN0826
 BN0826                          SUPERSEDED SURVEY CONTROL
 BN0826
 BN0826  ELLIP H (09/06/96)  433.50   (m)                       GP(       ) 4 1
 BN0826  NAD 83(1993)-  30 43 37.57508(N)    099 11 04.35925(W) AD(       ) 3
 BN0826  ELLIP H (02/16/96)  433.54   (m)                       GP(       ) 5 1
 BN0826  NAD 83(1986)-  30 43 37.58418(N)    099 11 04.34834(W) AD(       ) 3
 BN0826  NGVD 29 (10/23/89)  456.0    (m)         1496.     (f) GPS OBS        
 BN0826
 BN0826.Superseded values are not recommended for survey control.
 BN0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0826.See file dsdata.txt to determine how the superseded data were derived.
 BN0826
 BN0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8233299373(NAD 83)
 BN0826_MARKER: I = METAL ROD
 BN0826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0826_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0826_STAMPING: MASONPORT AZ MK 1989
 BN0826_MARK LOGO: NGS   
 BN0826_PROJECTION: FLUSH
 BN0826_MAGNETIC: I = MARKER IS A STEEL ROD
 BN0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0826+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 BN0826_ROD/PIPE-DEPTH: 2.07 meters
 BN0826_SLEEVE-DEPTH  : 0.67 meters
 BN0826
 BN0826  HISTORY     - Date     Condition        Report By
 BN0826  HISTORY     - 1989     MONUMENTED       NGS
 BN0826  HISTORY     - 19950303 GOOD             NGS
 BN0826  HISTORY     - 19960725 GOOD             USPSQD
 BN0826
 BN0826                          STATION DESCRIPTION
 BN0826
 BN0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 BN0826'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) EAST OF MASON, 1 KM
 BN0826'(0.60 MI) SOUTH OF STATE HIGHWAY 29, AT THE MASON COUNTY AIRPORT, AT
 BN0826'THE SOUTH END OF THE RUNWAY, AT THE JUNCTION WITH THE RAMP.
 BN0826'OWNERSHIP--MASON COUNTY, COURTHOUSE, MASON, TEXAS 76856.  THE AIRPORT
 BN0826'MANAGER IS VERN HULBERT.  TELEPHONE 915-347-5635.
 BN0826'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 87, STATE
 BN0826'HIGHWAY 29, AND FARM ROAD 386 AT THE NORTHEAST CORNER OF THE
 BN0826'COURTHOUSE SQUARE IN MASON, GO EAST ON STATE HIGHWAY 29 FOR 1 KM
 BN0826'(0.60 MI) TO THE BRIDGE OVER COMANCHE CREEK.  CONTINUE AHEAD FOR 3.77
 BN0826'KM (2.35 MI) TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE
 BN0826'DIRT ROAD FOR 1.34 KM (0.85 MI) TO A GATE AT THE AIRPORT ENTRANCE.
 BN0826'PASS THROUGH THE GATE, THEN BEAR LEFT ONTO THE TARMAC AND RAMP FOR
 BN0826'0.14 KM (0.10 MI) TO THE RUNWAY JUNCTION.  TURN RIGHT AND GO SOUTH
 BN0826'ALONG THE RUNWAY TO ITS END AND THE STATION ON THE RIGHT.
 BN0826'THE STATION IS 13.5 M (44.3 FT) WEST OF THE RUNWAY CENTERLINE, 4.4 M
 BN0826'(14.4 FT) NORTHWEST OF THE MOST WESTERLY RUNWAY END LIGHT, 4.3 M
 BN0826'(14.1 FT) WEST OF THE SOUTHWEST CORNER OF THE RUNWAY, AND 0 .7 M
 BN0826'(2.3 FT) EAST OF A CARSONITE WITNESS POST, AND ON LINE WITH THE RUNWAY
 BN0826'END.
 BN0826'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0826'DESCRIBED BY R.D.B.
 BN0826
 BN0826                          STATION RECOVERY (1995)
 BN0826
 BN0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0826'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) EAST OF MASON, 1 KM (0.60
 BN0826'MI) SOUTH OF STATE HIGHWAY 29, AT THE MASON COUNTY AIRPORT. NEAR THE
 BN0826'SOUTH END AND WEST OF THE RUNWAY.  OWNERSHIP--MASON COUNTY COURTHOUSE,
 BN0826'MASON, TX 76856.  AIRPORT MANAGER IS JUDGE THOMAS REARDON, PHONE
 BN0826'915-347-5556.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY
 BN0826'87, STATE HIGHWAY 29, AND FARM ROAD 386, AT THE NORTHEAST CORNER OF
 BN0826'THE COURTHOUSE SQUARE IN MASON, GO EAST ON STATE HIGHWAY 29, 1.0 KM
 BN0826'(0.60 MI) TO THE BRIDGE OVER COMANCHE CREEK. CONTINUE FOR 3.77 KM
 BN0826'(2.35 MI) TO A DIRT ROAD (MASON COUNTY AIRPORT ROAD) ON THE RIGHT.
 BN0826'TURN RIGHT, SOUTH, ON THE DIRT ROAD FOR 1.34 KM (0.85 MI) TO A GATE AT
 BN0826'THE AIRPORT ENTRANCE.  PASS THROUGH THE GATE, BEAR LEFT, SOUTHEAST,
 BN0826'ONTO THE APRON AND CONNECTOR FOR TO THE RUNWAY.  TURN RIGHT, SOUTH,
 BN0826'ALONG THE RUNWAY TO ITS END AND THE STATION ON THE RIGHT.  STATION IS
 BN0826'13.6 M (44.6 FT) WEST OF THE RUNWAY CENTERLINE, 4.3 M (14.1 FT)
 BN0826'NORTHWEST OF THE MOST WESTERLY RUNWAY END LIGHT, 4.3 M (14.1 FT) WEST
 BN0826'OF THE SOUTHWEST CORNER OF THE RUNWAY, 0.7 M (2.3 FT) EAST OF A
 BN0826'WITNESS POST, AND IN LINE WITH THE RUNWAY END.  NOTE--ACCESS TO THE
 BN0826'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. SLEEVE DEPTH DOES NOT MEET
 BN0826'CLASS A REQUIREMENTS.  BY R.G.H.  THIS IS AN AIRPORT SAC STATION.
 BN0826
 BN0826                          STATION RECOVERY (1996)
 BN0826
 BN0826'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0840 ***********************************************************************
 DO0840  DESIGNATION -  MASSEY
 DO0840  PID         -  DO0840
 DO0840  STATE/COUNTY-  TX/BAYLOR
 DO0840  USGS QUAD   -  BOMARTON (1966)
 DO0840
 DO0840                         *CURRENT SURVEY CONTROL
 DO0840  ___________________________________________________________________
 DO0840* NAD 83(1993)-  33 37 16.28484(N)    099 28 26.04934(W)     ADJUSTED  
 DO0840* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 DO0840  ___________________________________________________________________
 DO0840  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DO0840  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DO0840
 DO0840  HORZ ORDER  -  SECOND
 DO0840
 DO0840.The horizontal coordinates were established by classical geodetic methods
 DO0840.and adjusted by the National Geodetic Survey in February 1996..
 DO0840
 DO0840.The orthometric height was scaled from a topographic map.
 DO0840
 DO0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0840
 DO0840.The geoid height was determined by GEOID03.
 DO0840
 DO0840;                    North         East     Units Scale Factor Converg.
 DO0840;SPC TXNC     - 2,217,160.229   509,637.154   MT  0.99992190   -0 31 52.2
 DO0840;SPC TXNC     - 7,274,133.18  1,672,034.56   sFT  0.99992190   -0 31 52.2
 DO0840;UTM  14      - 3,720,256.253   456,042.622   MT  0.99962382   -0 15 44.7
 DO0840
 DO0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0840!SPC TXNC     -   0.99993739  x   0.99992190  =   0.99985930
 DO0840!UTM  14      -   0.99993739  x   0.99962382  =   0.99956124
 DO0840
 DO0840:                Primary Azimuth Mark                     Grid Az
 DO0840:SPC TXNC     -  MASSEY AZ MK 2                           096 32 10.0
 DO0840:UTM  14      -  MASSEY AZ MK 2                           096 16 02.5
 DO0840
 DO0840|---------------------------------------------------------------------|
 DO0840| PID    Reference Object                     Distance      Geod. Az  |
 DO0840|                                                           dddmmss.s |
 DO0840| CX8607 MASSEY AZ MK 2                                     0960017.8 |
 DO0840| CX8608 MASSEY RM 1                          20.254 METERS 09948     |
 DO0840| CX8606 MASSEY AZ MK                                       1141318.8 |
 DO0840| CX8610 MASSEY RM 3                           9.980 METERS 11747     |
 DO0840| CX8609 MASSEY RM 2                          20.294 METERS 21505     |
 DO0840| DO0841 F A P MARKER 455 A 1935              14.767 METERS 29221     |
 DO0840| DO0839 COUNTY CONCRETE MARKER 1935          25.498 METERS 33352     |
 DO0840|---------------------------------------------------------------------|
 DO0840
 DO0840                          SUPERSEDED SURVEY CONTROL
 DO0840
 DO0840  NAD 83(1993)-  33 37 16.28558(N)    099 28 26.04969(W) AD(       ) 2
 DO0840  NAD 83(1986)-  33 37 16.29264(N)    099 28 26.04051(W) AD(       ) 2
 DO0840  NAD 27      -  33 37 15.95700(N)    099 28 24.75000(W) AD(       ) 2
 DO0840
 DO0840.Superseded values are not recommended for survey control.
 DO0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0840.See file dsdata.txt to determine how the superseded data were derived.
 DO0840
 DO0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5604320256(NAD 83)
 DO0840_MARKER: DS = TRIANGULATION STATION DISK
 DO0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0840+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DO0840
 DO0840  HISTORY     - Date     Condition        Report By
 DO0840  HISTORY     - 1935     MONUMENTED       CGS
 DO0840  HISTORY     - 1937     GOOD             TXHD
 DO0840  HISTORY     - 1957     GOOD             USGS
 DO0840  HISTORY     - 1963     POOR             CGS
 DO0840  HISTORY     - 1978     SEE DESCRIPTION  NGS
 DO0840  HISTORY     - 1978     GOOD             DMA
 DO0840  HISTORY     - 1986     GOOD
 DO0840  HISTORY     - 1989     GOOD             LOCSUR
 DO0840
 DO0840                          STATION DESCRIPTION
 DO0840
 DO0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0840'STATION IS ON THE PROPERTY OF R.M. MASSEY, ON THE S SIDE OF STATE
 DO0840'HIGHWAY 24, AT THE BAYLOR-KNOX COUNTY LINE, AND 5-1/4 MILES
 DO0840'A LITTLE S OF E OF VERA.
 DO0840'
 DO0840'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0840'BRONZE DISKS SET IN CONCRETE.
 DO0840'
 DO0840'REFERENCE MARK NO. 1 IS 40 FEET S OF CENTER LINE OF STATE
 DO0840'HIGHWAY 24, AND 10 FEET S OF E-W FENCE LINE.
 DO0840'
 DO0840'REFERENCE MARK NO. 2 IS 10 FEET E OF N-S FENCE LINE, AND 40 FEET
 DO0840'NE OF NE CORNER OF ONE-STORY HOUSE.
 DO0840'
 DO0840'AZIMUTH MARK IS REACHED BY GOING E 1.55 MILES ON STATE HIGHWAY 24,
 DO0840'THENCE RIGHT (S) FOR 0.4 MILE TO MARK ON RIGHT, INSIDE FENCE, AND
 DO0840'16 FEET W OF N-S ROAD.
 DO0840'
 DO0840'TO REACH THE STATION FROM CROSS ROAD AND GIN MILL AT VERA,
 DO0840'GO E ON STATE HIGHWAY 24 FOR 5.3 MILES TO THE KNOX-BAYLOR
 DO0840'COUNTY LINE SIGN ON N SIDE OF ROAD.  STATION IS 40 FEET S OF
 DO0840'CENTER LINE OF STATE HIGHWAY 24, 100 FEET NE OF NE CORNER OF
 DO0840'ONE-STORY HOUSE, AND 10 FEET S OF E-W FENCE LINE.
 DO0840'
 DO0840'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DO0840
 DO0840                          STATION RECOVERY (1937)
 DO0840
 DO0840'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0840'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN
 DO0840'GOOD CONDITION.
 DO0840
 DO0840                          STATION RECOVERY (1957)
 DO0840
 DO0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (JOJ)
 DO0840'LETTER OF MR. J.O. JOERNS, AREA ENGINEER, U.S. GEOLOGICAL SURVEY,
 DO0840'WITCHITA FALLS, TEXAS, DATED MARCH 5, 1957--
 DO0840'
 DO0840'STATION IS 3.6 MI. W ALONG U.S. HIGHWAY 82 FROM RED SPRINGS, 45
 DO0840'FT. S OF THE CENTERLINE OF THE HIGHWAY, AND JUST E OF THE W
 DO0840'BOUNDARY OF BAYLOR COUNTY.  A STANDARD DISK, STAMPED MASSEY
 DO0840'1935 AND SET IN THE TOP OF A CONCRETE POST.
 DO0840'
 DO0840'REFERENCE MARK 1 IS ABOUT 50 FT. E OF THE STATION, AND IS A
 DO0840'STANDARD REFERENCE-MARK DISK, STAMPED MASSEY NO 1 1935.
 DO0840
 DO0840                          STATION RECOVERY (1963)
 DO0840
 DO0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JHH)
 DO0840'STATION WAS RECOVERED IN FAIR CONDITION AND REFERENCE MARKS
 DO0840'NO. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  STATION APPEARS
 DO0840'TO BE IN RIGHT LOCATION, BUT HAS BEEN DISTURBED.  IT SEEMS
 DO0840'TO HAVE BEEN TURNED 30 DEG CLOCKWISE.
 DO0840'
 DO0840'R.M. NO. 1 IS 46.5 FT SO. OF CENTERLINE OF U.S. 82, 10 FT
 DO0840'NORTH OF EAST-WEST FENCE LINE, 69 FT EAST OF STATION.
 DO0840'
 DO0840'R.M. NO. 2 IS 62 FT SOUTH SOUTH-WEST OF STATION.
 DO0840
 DO0840                          STATION RECOVERY (1978)
 DO0840
 DO0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DO0840'THE STATION SUB-SURFACE MARK AND THE AZIMUTH MARK, WERE RECOVERED AND
 DO0840'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND TO HAVE
 DO0840'BEEN DESTROYED.  REFERENCE MARK NO. 2 WAS FOUND IN POOR CONDITION,
 DO0840'IT HAD BEEN HIT BY FARM MACHINERY AND WAS TILTED.  COUNTY MARK FAP
 DO0840'455 1935, WAS RECOVERED AS DESCRIBED, THE DISTANCE AND DIRECTION TO
 DO0840'THE MARK, DID NOT CHECK WITH THE 1935, DISTANCE AND DIRECTION.
 DO0840'THIS COULD BE THAT THE SAME POINT ON TOP OF THE 4X8 INCH CONCRETE
 DO0840'POST WAS NOT HELD OR USED, AS THE DISTANCE TO THE EDGE OF THE
 DO0840'POST WOULD CHECK WITH THE 1935 DISTANCE, BUT IN THE 1935
 DO0840'DESCRIPTION, THE POINT HELD WAS NOT DESCRIBED AS TO WHAT PORTION
 DO0840'OF THE MARK WAS HELD.
 DO0840'
 DO0840'NOTE--ON RECOVERY OF STATION ON THE FIRST APPEARANCE, IT APPEARED
 DO0840'THAT THE STATION SURFACE MARK WAS IN FAIR CONDITION, BUT ON CHECKING
 DO0840'THE DISTANCE AND DIRECTION FROM THE SURFACE MARK TO COUNTY MARKER
 DO0840'FAP 455 AND REFERENCE MARK NO. 2, WERE FOUND TO BE OFF A
 DO0840'CONSIDERABLE AMOUNT FROM THE 1935 DESCRIPTION.  THE STATION SURFACE
 DO0840'MARK WAS REMOVED AND IT WAS FOUND THERE WAS NOT SUB-SURFACE
 DO0840'MARK BELOW IT.  STATION HOLLAND 1935 AND THE WATER TANK AT GOREE
 DO0840'1935 WERE RECOVERED AND USED TO LOCATE THE SUB-SURFACE MARK, WHICH
 DO0840'WAS FOUND ABOUT 6 FEET NORTHEAST OF WHERE SOME ONE HAD RESET THE
 DO0840'SURFACE MARK.
 DO0840'
 DO0840'THE LINE OF SIGHT FROM THE STATION TO THE 1935 AZIMUTH MARK IS NOW
 DO0840'OBSTRUCTED BY TREES.
 DO0840'
 DO0840'A NEW STATION SURFACE MARK, REFERENCE MARK NO. 3 AND AN AZIMUTH MARK
 DO0840'WERE RE-ESTABLISHED AT THIS TIME.  A METAL PLUG WAS PLACED IN THE
 DO0840'CENTER OF THE TOP OF COUNTY MARK 455.  THE LINE OF SIGHT FROM THE
 DO0840'STATION TO GOREE WATER TANK IS OBSTRUCTED AT THIS TIME BY A TALL
 DO0840'CORRAL POST.
 DO0840'
 DO0840'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DO0840'
 DO0840'THE STATION IS LOCATED ABOUT 13 MILES WEST OF SEYMOUR, 11 MILES
 DO0840'NORTH-NORTHEAST OF GOREE, AT THE BAYLOR-KNOX COUNTY LINE, AND ALONG
 DO0840'THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82.
 DO0840'
 DO0840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82, 183, 283
 DO0840'AND 277 IN SEYMOUR, GO WEST ON U.S. HIGHWAY 82 FOR 5.0 MILES TO THE
 DO0840'JUNCTION OF FARM ROAD 1789, CONTINUE STRAIGHT AHEAD WEST ON U.S.
 DO0840'HIGHWAY 82 FOR 7.4 MILES TO THE AZIMUTH MARK ON THE RIGHT IN
 DO0840'HEAD-WALL OF CULVERT.  CONTINUE WEST ON U.S. HIGHWAY 82 FOR 0.3
 DO0840'MILE TO THE BAYLOR-KNOX COUNTY LINE AND STATION ON THE LEFT.
 DO0840'
 DO0840'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DO0840'CONCRETE POST, THAT IS FLUSH WITH GROUND AND IS STAMPED MASSEY 1935
 DO0840'1978.  IT IS 88 FEET EAST OF A UTILITY POLE, 82 FEET EAST OF A
 DO0840'FENCECORNER, 48 FEET WEST OF A HIGH-LINE POLE, 48.6 FEET EAST OF
 DO0840'THE BAYLOR-KNOX COUNTY DISTRICT SIGN POST, 47 FEET SOUTH OF THE
 DO0840'CENTER LINE OF HIGHWAY, 12 FEET NORTH OF THE FENCE-LINE AND 1.6
 DO0840'FEET NORTH OF A METAL WITNESS POST.
 DO0840'
 DO0840'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DO0840'CONCRETE POST, THAT PROJECTS 2-INCHES AND IS STAMPED MASSEY 1935 NO
 DO0840'3 1978.  IT IS 57 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 16 FEET
 DO0840'WEST OF A HIGH-LINE POLE, 1-FOOT NORTH OF THE FENCE-LINE AND 1.6
 DO0840'FEET EAST OF A METAL WITNESS POST.
 DO0840'
 DO0840'COUNTY MARK F.A.P. 455 IS A 4X8 INCH CONCRETE POST, THAT PROJECTS
 DO0840'ABOUT 36 INCHES AND HAS A ALUMINUM PLUG SET IN DRILL HOLE, IN THE
 DO0840'CENTER OF THE TOP OF POST.  35 FEET SOUTH OF THE CENTER OF HIGHWAY,
 DO0840'AND 2 FEET NORTH OF THE BAYLOR-KNOX COUNTY DISTRICT LINE POST.
 DO0840'
 DO0840'THE AZIMUTH MARK, IS A STANDARD DISK, SET IN A DRILL, AT THE EAST
 DO0840'END OF THE NORTH HEAD-WALL OF CULVERT AND IS STAMPED MASSEY 1935
 DO0840'1978.
 DO0840'
 DO0840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SEYMOUR WEST
 DO0840'13-MILES.
 DO0840
 DO0840                          STATION RECOVERY (1978)
 DO0840
 DO0840'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (P)
 DO0840'MASSEY RECOVERED FAIR-SLIGHT LEAN TO WEST.
 DO0840'
 DO0840'NO. 1 NR.
 DO0840'
 DO0840'NO. 2 DISTURBED-DIST. TO STATION DOES NOT CHECK.
 DO0840'
 DO0840'DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST OF SEYMOUR.
 DO0840
 DO0840                          STATION RECOVERY (1986)
 DO0840
 DO0840'RECOVERED 1986
 DO0840'RECOVERED IN GOOD CONDITION.
 DO0840
 DO0840                          STATION RECOVERY (1989)
 DO0840
 DO0840'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (RHB)
 DO0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0831 ***********************************************************************
 EN0831  DESIGNATION -  MASSEY
 EN0831  PID         -  EN0831
 EN0831  STATE/COUNTY-  TX/FLOYD
 EN0831  USGS QUAD   -  LOCKNEY SE (1965)
 EN0831
 EN0831                         *CURRENT SURVEY CONTROL
 EN0831  ___________________________________________________________________
 EN0831* NAD 83(1993)-  34 06 53.48418(N)    101 18 36.38483(W)     ADJUSTED  
 EN0831* NAVD 88     -       972.     (meters)    3189.     (feet)  SCALED    
 EN0831  ___________________________________________________________________
 EN0831  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 EN0831  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EN0831
 EN0831  HORZ ORDER  -  SECOND
 EN0831
 EN0831.The horizontal coordinates were established by classical geodetic methods
 EN0831.and adjusted by the National Geodetic Survey in February 1996..
 EN0831
 EN0831.The orthometric height was scaled from a topographic map.
 EN0831
 EN0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0831
 EN0831.The geoid height was determined by GEOID03.
 EN0831
 EN0831;                    North         East     Units Scale Factor Converg.
 EN0831;SPC TXNC     - 2,274,965.070   340,758.137   MT  1.00004470   -1 31 57.4
 EN0831;SPC TXNC     - 7,463,781.23  1,117,970.65   sFT  1.00004470   -1 31 57.4
 EN0831;UTM  14      - 3,777,301.014   286,932.607   MT  1.00015965   -1 17 46.0
 EN0831
 EN0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0831!SPC TXNC     -   0.99985162  x   1.00004470  =   0.99989631
 EN0831!UTM  14      -   0.99985162  x   1.00015965  =   1.00001125
 EN0831
 EN0831:                Primary Azimuth Mark                     Grid Az
 EN0831:SPC TXNC     -  MASSEY AZ MK                             004 49 48.6
 EN0831:UTM  14      -  MASSEY AZ MK                             004 35 37.2
 EN0831
 EN0831|---------------------------------------------------------------------|
 EN0831| PID    Reference Object                     Distance      Geod. Az  |
 EN0831|                                                           dddmmss.s |
 EN0831| CJ7818 MASSEY AZ MK                                       0031751.2 |
 EN0831| CJ7819 MASSEY RM 1                          28.419 METERS 08124     |
 EN0831| CJ7820 MASSEY RM 2                          22.220 METERS 18031     |
 EN0831| DP0602 FLOYDADA PANHANDLE COMP CO TK       APPROX.15.7 KM 1850143.3 |
 EN0831| DP0603 FLOYDADA EAST MUNICIPAL TANK        APPROX.14.4 KM 1892823.5 |
 EN0831| DP0605 FLOYDADA RAD STA KFLD MST           APPROX.16.7 KM 1940445.6 |
 EN0831| EN0833 LOCKNEY PATTERSON GRAIN ELEV        APPROX.12.0 KM 2704532.5 |
 EN0831| EN0834 LOCKNEY MUNICIPAL TANK              APPROX.12.1 KM 2745554.3 |
 EN0831|---------------------------------------------------------------------|
 EN0831
 EN0831                          SUPERSEDED SURVEY CONTROL
 EN0831
 EN0831  NAD 83(1993)-  34 06 53.48575(N)    101 18 36.38234(W) AD(       ) 2
 EN0831  NAD 83(1986)-  34 06 53.49007(N)    101 18 36.37924(W) AD(       ) 2
 EN0831  NAD 27      -  34 06 53.22410(N)    101 18 34.81611(W) AD(       ) 2
 EN0831
 EN0831.Superseded values are not recommended for survey control.
 EN0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0831.See file dsdata.txt to determine how the superseded data were derived.
 EN0831
 EN0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8693377301(NAD 83)
 EN0831_MARKER: DS = TRIANGULATION STATION DISK
 EN0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0831
 EN0831  HISTORY     - Date     Condition        Report By
 EN0831  HISTORY     - 1964     MONUMENTED       CGS
 EN0831  HISTORY     - 1971     GOOD             USAF
 EN0831
 EN0831                          STATION DESCRIPTION
 EN0831
 EN0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0831'THE STATION IS LOCATED ABOUT 7-1/4 MILES SOUTH OF SOUTH PLAINS, 7-1/2
 EN0831'MILES EAST OF LOCKNEY, 9-1/2 MILES NORTH OF FLOYDADA, ON THE WEST
 EN0831'SIDE OF STATE HIGHWAY 207 AT A BOARD CORRAL, WINDMILL AND SMALL WATER
 EN0831'TANK.
 EN0831'
 EN0831'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 EN0831'SQUARE IN FLOYDADA, GO EAST, THENCE NORTH ON STATE HIGHWAY 207 FOR
 EN0831'4.9 MILES TO FARM ROAD 786 ON THE RIGHT.  CONTINUE NORTH ON STATE
 EN0831'HIGHWAY 207 FOR 4.6 MILES TO A SIDE ROAD RIGHT AND A HOUSE ON THE
 EN0831'RIGHT.  CONTINUE NORTH FOR 0.1 MILE TO THE STATION ON THE LEFT AT
 EN0831'THE CORRAL AND WINDMILL.
 EN0831'
 EN0831'THE STATION MARK IS A STANDARD DISK, STAMPED MASSEY 1964, SET IN THE
 EN0831'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 EN0831'GROUND.  IT IS 115 FEET WEST OF THE CENTER OF STATE HIGHWAY 207,
 EN0831'103 FEET WEST OF A POWER LINE POLE, 16.5 FEET SOUTHEAST OF A FENCE
 EN0831'CORNER, 12.9 FEET SOUTH OF AN EAST-WEST FENCE AND 11.3 FEET
 EN0831'EAST OF A NORTH-SOUTH FENCE.
 EN0831'
 EN0831'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MASSEY NO 1 1964, SET IN
 EN0831'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 EN0831'ABOVE THE GROUND.  IT IS 60 FEET WEST OF THE CENTER OF STATE
 EN0831'HIGHWAY 207, 30.2 FEET NORTH NORTHWEST OF THE POWER LINE POLE, 10.8
 EN0831'FEET WEST OF A NORTH GATE POST IN THE HIGHWAY RIGHT-OF-WAY FENCE, 1
 EN0831'FOOT SOUTH OF AN EAST-WEST FENCE AND ABOUT 2 FEET HIGHER THAN THE
 EN0831'STATION.
 EN0831'
 EN0831'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MASSEY NO 2 1964, SET IN
 EN0831'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 EN0831'INCHES ABOVE THE GROUND.  IT IS 109 FEET WEST OF THE CENTER OF
 EN0831'STATE HIGHWAY 207, 86.0 FEET SOUTH OF THE EAST-WEST FENCE, 35.4
 EN0831'FEET EAST OF THE CENTER OF THE WINDMILL AND AT ABOUT THE SAME
 EN0831'ELEVATION AS THE STATION.
 EN0831'
 EN0831'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MASSEY 1964, SET IN THE
 EN0831'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 EN0831'GROUND.  IT IS ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF STATE
 EN0831'HIGHWAY 207 AND FARM ROAD 97, 48 FEET EAST OF THE CENTER OF STATE
 EN0831'HIGHWAY 207, 2.4 FEET NORTH NORTHEAST OF A WITNESS POST, 2.0 FEET
 EN0831'SOUTHWEST OF A TELEPHONE POLE, 1.2 FEET WEST OF THE RIGHT-OF-WAY
 EN0831'FENCE AND AT ABOUT THE SAME ELEVATION AS STATE HIGHWAY 207.  TO
 EN0831'REACH THE MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY 207 FOR
 EN0831'0.7 MILE TO THE MARK ON THE RIGHT.
 EN0831'
 EN0831'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EN0831
 EN0831                          STATION RECOVERY (1971)
 EN0831
 EN0831'RECOVERY NOTE BY US AIR FORCE 1971
 EN0831'STATION RM 1, RM 2, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 EN0831'
 EN0831'1964 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0505 ***********************************************************************
 BO0505  DESIGNATION -  MASSIE
 BO0505  PID         -  BO0505
 BO0505  STATE/COUNTY-  TX/CROCKETT
 BO0505  USGS QUAD   -  INDIO HILL (1967)
 BO0505
 BO0505                         *CURRENT SURVEY CONTROL
 BO0505  ___________________________________________________________________
 BO0505* NAD 83(1993)-  30 51 38.00387(N)    101 13 53.50597(W)     ADJUSTED  
 BO0505* NAVD 88     -       792.     (meters)    2598.     (feet)  SCALED    
 BO0505  ___________________________________________________________________
 BO0505  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 BO0505  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 BO0505
 BO0505  HORZ ORDER  -  FIRST
 BO0505
 BO0505.The horizontal coordinates were established by classical geodetic methods
 BO0505.and adjusted by the National Geodetic Survey in February 1996..
 BO0505
 BO0505.The orthometric height was scaled from a topographic map.
 BO0505
 BO0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0505
 BO0505.The geoid height was determined by GEOID03.
 BO0505
 BO0505;                    North         East     Units Scale Factor Converg.
 BO0505;SPC TX C     - 3,132,695.338   614,104.708   MT  0.99988475   -0 27 45.4
 BO0505;SPC TX C     -10,277,851.29  2,014,775.20   sFT  0.99988475   -0 27 45.4
 BO0505;UTM  14      - 3,416,280.320   286,629.563   MT  1.00016163   -1 08 42.3
 BO0505
 BO0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0505!SPC TX C     -   0.99987932  x   0.99988475  =   0.99976409
 BO0505!UTM  14      -   0.99987932  x   1.00016163  =   1.00004093
 BO0505
 BO0505|---------------------------------------------------------------------|
 BO0505| PID    Reference Object                     Distance      Geod. Az  |
 BO0505|                                                           dddmmss.s |
 BO0505| CH8972 MASSIE RM 1                          41.862 METERS 01020     |
 BO0505| CH8973 MASSIE RM 2                          45.583 METERS 12138     |
 BO0505| CH8974 MASSIE RM 3                          50.853 METERS 23312     |
 BO0505| BO0524 SHANNON                             APPROX.19.6 KM 2644100.9 |
 BO0505|---------------------------------------------------------------------|
 BO0505
 BO0505                          SUPERSEDED SURVEY CONTROL
 BO0505
 BO0505  NAD 83(1986)-  30 51 38.01134(N)    101 13 53.49049(W) AD(       ) 1
 BO0505  NAD 27      -  30 51 37.40200(N)    101 13 52.09800(W) AD(       ) 1
 BO0505
 BO0505.Superseded values are not recommended for survey control.
 BO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0505.See file dsdata.txt to determine how the superseded data were derived.
 BO0505
 BO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV8663016280(NAD 83)
 BO0505_MARKER: DS = TRIANGULATION STATION DISK
 BO0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0505
 BO0505  HISTORY     - Date     Condition        Report By
 BO0505  HISTORY     - 1935     MONUMENTED       CGS
 BO0505
 BO0505                          STATION DESCRIPTION
 BO0505
 BO0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0505'STATION IS IN THE NE 1/4 OF SECTION 37, GULF, COLORADO AND
 BO0505'SANTA FE RAILWAY CO. SURVEY BLOCK OP, ON LAND OWNED BY ED BEAN OF
 BO0505'OZONA, AND FORMERLY CALLED THE MASSIE RANCH.
 BO0505'
 BO0505'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BO0505'DISKS SET IN CONCRETE.
 BO0505'
 BO0505'REFERENCE MARK NO. 1 IS N OF THE STATION, AND PROJECTS 5
 BO0505'INCHES.
 BO0505'
 BO0505'REFERENCE MARK NO. 2 IS E OF THE STATION, AND PROJECTS 6 INCHES.
 BO0505'
 BO0505'REFERENCE MARK NO. 3 IS SW OF THE STATION, AND PROJECTS 8 INCHES.
 BO0505'
 BO0505'TO REACH FROM THE OZONA NATIONAL BANK IN OZONA, GO N ON STATE
 BO0505'HIGHWAY 163 FOR 14.3 MILES, TURN LEFT (W) AT SIGN MIDWAY LANE,
 BO0505'GO 3.0 MILES TO CROSSROADS, TURN LEFT (S), GO 2.75 MILES TO
 BO0505'THE MOST SOUTHERLY OF THREE GATES, TURN RIGHT (W), PASS THROUGH
 BO0505'GATE, TAKE RIGHT FORK, GO 0.35 MILE TO GATE, PASS THROUGH, TAKE
 BO0505'RIGHT FORK, GO 0.15 MILE, TAKE LEFT FORK, GO 0.65 MILE, TAKE
 BO0505'RIGHT FORK, GO 0.65 MILE, TAKE DIM LEFT FORK (S), GO 0.65 MILE
 BO0505'TO WINDMILL AND TANK.  TURN LEFT (E), GO 0.6 MILE ACROSS
 BO0505'PASTURE TO STATION ON LOW MESQUITE COVERED RIDGE.  MARK
 BO0505'PROJECTS 6 INCHES.
 BO0505'
 BO0505'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0523 ***********************************************************************
 BO0523  DESIGNATION -  MASSIE
 BO0523  PID         -  BO0523
 BO0523  STATE/COUNTY-  TX/CROCKETT
 BO0523  USGS QUAD   -  SCHNEEMAN DRAW SE (1967)
 BO0523
 BO0523                         *CURRENT SURVEY CONTROL
 BO0523  ___________________________________________________________________
 BO0523* NAD 83(1993)-  30 45 01.58769(N)    101 22 25.47915(W)     ADJUSTED  
 BO0523* NAVD 88     -       801.3    (meters)    2629.     (feet)  VERTCON   
 BO0523  ___________________________________________________________________
 BO0523  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BO0523  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 BO0523
 BO0523  HORZ ORDER  -  FIRST
 BO0523
 BO0523.The horizontal coordinates were established by classical geodetic methods
 BO0523.and adjusted by the National Geodetic Survey in February 1996..
 BO0523
 BO0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0523
 BO0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0523
 BO0523.The geoid height was determined by GEOID03.
 BO0523
 BO0523;                    North         East     Units Scale Factor Converg.
 BO0523;SPC TX C     - 3,120,607.656   600,390.788   MT  0.99989128   -0 32 09.1
 BO0523;SPC TX C     -10,238,193.62  1,969,782.11   sFT  0.99989128   -0 32 09.1
 BO0523;UTM  14      - 3,404,352.644   272,768.747   MT  1.00023699   -1 12 51.2
 BO0523
 BO0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0523!SPC TX C     -   0.99987791  x   0.99989128  =   0.99976921
 BO0523!UTM  14      -   0.99987791  x   1.00023699  =   1.00011487
 BO0523
 BO0523:                Primary Azimuth Mark                     Grid Az
 BO0523:SPC TX C     -  STEEL WINDMILL                           100 16 09.5
 BO0523:UTM  14      -  STEEL WINDMILL                           100 56 51.6
 BO0523
 BO0523|---------------------------------------------------------------------|
 BO0523| PID    Reference Object                     Distance      Geod. Az  |
 BO0523|                                                           dddmmss.s |
 BO0523| CI0553 STEEL WINDMILL                                     0994400.4 |
 BO0523| CH8970 MASSIE RM 1                          77.054 METERS 11732     |
 BO0523| CH9729 TEXACO OIL PUMP STA WATER TK                       1692110.4 |
 BO0523| CH8971 MASSIE RM 2                                        22958     |
 BO0523| BO0522 UNIV OF TEXAS LAND CORNER 1932       13.450 METERS 26842     |
 BO0523| BO0524 SHANNON                             APPROX.11.9 KM 3302646.8 |
 BO0523|---------------------------------------------------------------------|
 BO0523
 BO0523                          SUPERSEDED SURVEY CONTROL
 BO0523
 BO0523  NAD 83(1986)-  30 45 01.59621(N)    101 22 25.46914(W) AD(       ) 1
 BO0523  NAD 27      -  30 45 00.98900(N)    101 22 24.06000(W) AD(       ) 1
 BO0523  NGVD 29 (07/19/86)  801.1    (m)         2628.     (f) VERT ANG       
 BO0523
 BO0523.Superseded values are not recommended for survey control.
 BO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0523.See file dsdata.txt to determine how the superseded data were derived.
 BO0523
 BO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV7276904353(NAD 83)
 BO0523_MARKER: DS = TRIANGULATION STATION DISK
 BO0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0523
 BO0523  HISTORY     - Date     Condition        Report By
 BO0523  HISTORY     - 1932     MONUMENTED       CGS
 BO0523  HISTORY     - 1937     GOOD             LOCENG
 BO0523  HISTORY     - 1949     GOOD             LOCENG
 BO0523  HISTORY     - 1967     GOOD             CGS
 BO0523
 BO0523                          STATION DESCRIPTION
 BO0523
 BO0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 BO0523'ABOUT 10.5 MILES NW OF OZONA, ON HIGHEST GROUND IN THE VICINITY,
 BO0523'ABOUT 0.5 MILE NW OF A LOCKED GATE IN FENCE LINE ALONG E
 BO0523'SIDE OF UNIVERSITY OF TEXAS LAND IN BLOCK 31.
 BO0523'
 BO0523'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BO0523'IN CONCRETE.
 BO0523'
 BO0523'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE IN DEPRESSIONS
 BO0523'IN BOULDERS.
 BO0523'
 BO0523'REFERENCE MARK NO. 1 IS 252.80 FEET FROM STATION.
 BO0523'
 BO0523'REFERENCE MARK NO. 2 APPROXIMATELY 975 FEET FROM STATION.
 BO0523'
 BO0523'OTHER BEARINGS FROM STATION ARE--UNIVERSITY OF TEXAS, LAND
 BO0523'CORNER 27, DISTANT 13.450 METERS (44.1 FEET), S 88 DEG 42 MIN W.
 BO0523'STEEL WINDMILL, 3 MILES DISTANT S 80 DEG 16 MIN E.  TEXACO
 BO0523'WATER TANK APPROXIMATELY 4 MILES DISTANT, S 10 DEG 39 MIN E.
 BO0523'E EDGE OF SHARP HILL SHOWING OVER RIDGE TO SW,S 46 DEG 10 MIN W.
 BO0523'
 BO0523'TO REACH THE STATION FROM OZONA, GO N OUT OF TOWN ON ROAD ALONG
 BO0523'FRONT OF HOTEL OZONA, 0.4 MILE FROM HOTEL TO STREET INTERSECTION
 BO0523'WITH GREY STUCCO HOUSE IN SW CORNER.  TURN LEFT 1 BLOCK.  TURN
 BO0523'RIGHT ONTO WINDING ROAD LEADING OUT TO THE NW TO A CATTLE GUARD.
 BO0523'CROSS GUARD AND GO 0.5 MILE TO ANOTHER CATTLE GUARD JUST S
 BO0523'OF RANCH HOUSE.  CROSS THIS GUARD AND CONTINUE ON ROAD TOWARD
 BO0523'HOUSE AND ON TO NW 2.0 MILES TO A GATE.  GO THROUGH GATE AND
 BO0523'TAKE RIGHT-HAND ROAD FOR 0.15 MILE.  TAKE RIGHT-HAND ROAD
 BO0523'AND GO 1.75 MILES TO GATE AT WINDMILL AND STONE TANK, GO
 BO0523'THROUGH GATE AND ALONG ROAD TO LEFT PAST WINDMILL 2.4 MILES TO
 BO0523'FORK.  TAKE LEFT FORK, LEAVING THE MAIN-TRAVELED ROAD, AND
 BO0523'GO 0.4 MILE TO GATE AT WOODEN WINDMILL.  GO THROUGH GATE
 BO0523'AND ON 3.0 MILES TO STEEL WINDMILL AND POND.  THENCE
 BO0523'WESTWARD 1.0 MILE TO LOCKED GATE.  THROUGH GATE AND 0.5
 BO0523'MILE NW TO STATION.
 BO0523
 BO0523                          STATION RECOVERY (1937)
 BO0523
 BO0523'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 BO0523'STATION RECOVERED BY GEOPHYSICAL RESEARCH CORP
 BO0523'
 BO0523'STATION MARK RECOVERED.  THE PRESENT CONDITION OF THE MARK IS
 BO0523'VERY GOOD.
 BO0523
 BO0523                          STATION RECOVERY (1949)
 BO0523
 BO0523'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0523'STATION RECOVERED BY MAGNOLIA PETROLEUM CO
 BO0523'
 BO0523'STATION AND REFERENCE MARKS IN GOOD CONDITION.  DESCRIPTION
 BO0523'FOR REACHING STATION IS ADEQUATE, BUT OWNER OF LOCKED GATE
 BO0523'PREFERS NOT TO ALLOW REACHING OF STATION ACCORDING TO GIVEN
 BO0523'DIRECTIONS.  BY GOING W ON U.S. HIGHWAY 290 ABOUT 12 MILES
 BO0523'AND TURNING N OVER CATTLEGUARD, DIRECTIONS FOR REACHING STATION
 BO0523'CAN BE OBTAINED FROM RANCH HOUSE.  IT IS NOW INHABITED BY
 BO0523'GEORGE BUNGER.
 BO0523
 BO0523                          STATION RECOVERY (1967)
 BO0523
 BO0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JGD)
 BO0523'STATION DISTURBED.  REFERENCE MARK 1 FOUND AS DESCRIBED.
 BO0523'REFERENCE MARK 2 NOT SEARCHED FOR.
 BO0523'
 BO0523'PROCEED W, 10.4 MILES FROM THE COURT HOUSE AT OZONA, CROCKETT
 BO0523'COUNTY, ALONG U.S. HWY 290 TO A DIRT ROAD LEADING N THROUGH A
 BO0523'LOCKED GATE BELONGING TO GEORGE BUNGER, JR., THENCE 4.2 MILES
 BO0523'N ALONG DIRT ROAD TO A DIM TRACK ROAD AT THE TOP OF A HILL
 BO0523'LEADING NW TO A WINDMILL, THENCE 0.15 MILES W ALONG DIM TRACK
 BO0523'ROAD TO STATION.  STATION IS 780 FEET SE OF A WINDMILL AND
 BO0523'8 FEET S OF THE CENTER LINE OF DIM TRACK ROAD.  CONCRETE POST
 BO0523'AND STATION MARK FOUND BROKEN OFF FLUSH WITH THE GROUND.  USGS
 BO0523'STADIA ELEVATION IS 2626.6 FEET (CLOSED STADIA CIRCUIT).
 BO0523'
 BO0523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10.5
 BO0523'MILES NW OF OZONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0913 ***********************************************************************
 DO0913  DESIGNATION -  MASSINGILL
 DO0913  PID         -  DO0913
 DO0913  STATE/COUNTY-  TX/KNOX
 DO0913  USGS QUAD   -  COLWELL CREEK (1966)
 DO0913
 DO0913                         *CURRENT SURVEY CONTROL
 DO0913  ___________________________________________________________________
 DO0913* NAD 83(1993)-  33 45 07.93615(N)    099 33 54.54443(W)     ADJUSTED  
 DO0913* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 DO0913  ___________________________________________________________________
 DO0913  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DO0913  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0913
 DO0913  HORZ ORDER  -  FIRST
 DO0913
 DO0913.The horizontal coordinates were established by classical geodetic methods
 DO0913.and adjusted by the National Geodetic Survey in February 1996..
 DO0913
 DO0913.The orthometric height was scaled from a topographic map.
 DO0913
 DO0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0913
 DO0913.The geoid height was determined by GEOID03.
 DO0913
 DO0913;                    North         East     Units Scale Factor Converg.
 DO0913;SPC TXNC     - 2,231,772.364   501,318.319   MT  0.99994722   -0 34 51.3
 DO0913;SPC TXNC     - 7,322,073.16  1,644,741.85   sFT  0.99994722   -0 34 51.3
 DO0913;UTM  14      - 3,734,824.884   447,658.126   MT  0.99963377   -0 18 50.4
 DO0913
 DO0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0913!SPC TXNC     -   0.99993741  x   0.99994722  =   0.99988464
 DO0913!UTM  14      -   0.99993741  x   0.99963377  =   0.99957121
 DO0913
 DO0913:                Primary Azimuth Mark                     Grid Az
 DO0913:SPC TXNC     -  MASSINGILL AZ MK                         005 05 13.5
 DO0913:UTM  14      -  MASSINGILL AZ MK                         004 49 12.6
 DO0913
 DO0913|---------------------------------------------------------------------|
 DO0913| PID    Reference Object                     Distance      Geod. Az  |
 DO0913|                                                           dddmmss.s |
 DO0913| CX8611 MASSINGILL AZ MK                                   0043022.2 |
 DO0913| CX8613 MASSINGILL RM 1                      33.177 METERS 19848     |
 DO0913| CX8612 MASSINGILL AZ MK 2                                 2085105.6 |
 DO0913| DO0925 GILLILAND WATER TANK                APPROX.11.3 KM 2574545.6 |
 DO0913| CX8614 MASSINGILL RM 2                      40.423 METERS 27704     |
 DO0913|---------------------------------------------------------------------|
 DO0913
 DO0913                          SUPERSEDED SURVEY CONTROL
 DO0913
 DO0913  NAD 83(1993)-  33 45 07.93686(N)    099 33 54.54463(W) AD(       ) 1
 DO0913  NAD 83(1986)-  33 45 07.94425(N)    099 33 54.53568(W) AD(       ) 1
 DO0913  NAD 27      -  33 45 07.62000(N)    099 33 53.22900(W) AD(       ) 1
 DO0913
 DO0913.Superseded values are not recommended for survey control.
 DO0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0913.See file dsdata.txt to determine how the superseded data were derived.
 DO0913
 DO0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4765834825(NAD 83)
 DO0913_MARKER: DS = TRIANGULATION STATION DISK
 DO0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0913_STAMPING: MASSINGILL 1935
 DO0913_PROJECTION: FLUSH
 DO0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0913
 DO0913  HISTORY     - Date     Condition        Report By
 DO0913  HISTORY     - 1935     MONUMENTED       CGS
 DO0913  HISTORY     - 1938     GOOD             TXHD
 DO0913  HISTORY     - 1958     GOOD             CGS
 DO0913  HISTORY     - 1963     GOOD             CGS
 DO0913  HISTORY     - 1969     GOOD             CGS
 DO0913  HISTORY     - 1970     GOOD             NGS
 DO0913  HISTORY     - 19971215 GOOD             TXDOT
 DO0913
 DO0913                          STATION DESCRIPTION
 DO0913
 DO0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0913'STATION IS LOCATED ON PROPERTY OF B.W. MASSINGILL, 8 MILES
 DO0913'N OF VERA, 5-1/4 MILES W OF THE KNOX-BAYLOR COUNTY LINE,
 DO0913'6-1/2 MILES S OF THE KNOX-FOARD COUNTY LINE, AND 15 FEET S OF
 DO0913'AN E-W FENCE.
 DO0913'
 DO0913'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0913'BRONZE DISKS SET IN CONCRETE.
 DO0913'
 DO0913'REFERENCE MARK NO. 1 IS SSW OF STATION.
 DO0913'
 DO0913'REFERENCE MARK NO. 2 IS W OF STATION, AND 1.0 FOOT S OF E-W FENCE.
 DO0913'
 DO0913'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SW OF STATION AND 30 FEET
 DO0913'S OF CENTER LINE OF E-W ROAD.
 DO0913'
 DO0913'TO REACH THE STATION FROM THE POST OFFICE IN TRUSCOTT, GO E
 DO0913'ON MAIN STREET FOR 0.35 MILE, TURN LEFT (N) ON STATE HIGHWAY
 DO0913'16 AND GO 0.3 MILE, TURN RIGHT (E) AND GO 0.25 MILE TO CROSS
 DO0913'ROAD, TURN LEFT (N) ON MAIN ROAD AND GO 0.2 MILE, KEEP MAIN
 DO0913'ROAD RIGHT (E) AND GO 6.8 MILES, TURN RIGHT (S) ON T-ROAD
 DO0913'AT TWO PONDS ON LEFT AFTER PASSING HOUSE ON LEFT AND GO 1.0
 DO0913'MILE, TURN LEFT (E) AT SMALL POND IN SE ANGLE OF ROAD AND GO
 DO0913'6.65 MILES, OR 3.65 MILES PAST A SCHOOLHOUSE ON RIGHT.  TURN
 DO0913'LEFT (N) ON MAIN ROAD AND GO 0.3 MILE TO HOME OF MR.
 DO0913'MASSINGILL.  CONTINUE N ACROSS FIELD 0.2 MILE.  TURN E ALONG
 DO0913'FENCE AND GO 0.1 MILE TO NE CORNER OF FIELD AND STATION.
 DO0913'
 DO0913'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DO0913
 DO0913                          STATION RECOVERY (1938)
 DO0913
 DO0913'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DO0913'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 DO0913'GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 DO0913'MARK.
 DO0913
 DO0913                          STATION RECOVERY (1958)
 DO0913
 DO0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DO0913'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DO0913'CONDITION.  THE AZIMUTH MARK IS ABOUT 0.1 MILE WEST OF THE
 DO0913'POINT WHERE THE ROAD TURNS NORTH TO THE FARMHOUSE AND IS 3
 DO0913'FEET NORTH OF THE RIGHT OF WAY FENCE.
 DO0913'
 DO0913'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DO0913
 DO0913                          STATION RECOVERY (1963)
 DO0913
 DO0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 DO0913'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 DO0913'RECOVERED IN GOOD CONDITION AS DESCRIBED.  BEGINNING AT F.M.
 DO0913'67 AND F.M. 1756 WHICH IS 8 MILES EAST OF TRUSCOTT OR
 DO0913'(1) MILE EAST OF GILLILAND.  GO N AND E ON F.M. 267 FOR (5)
 DO0913'MILES TO E-W COUNTY ROAD RIGHT GO EAST ON DIRT ROAD FOR 1.97
 DO0913'MILES TO END OF THE ROAD AND DRIVE LEFT.  GO NORTHERLY ON
 DO0913'DRIVE TO POINT INT. RIGHT AND MR. STONES HOUSE ON THE LEFT
 DO0913'FOR 0.262 MILES.  GO NORTHEASTERLY 0.76 MILES TO EAST AND
 DO0913'WEST FIELD ROAD.  PROCEED EASTERLY FOR 0.228 MILE TO EDGE
 DO0913'OF BREAKS AND TRACK ROAD LEFT AND RIGHT.  FOLLOW TRACK ROAD
 DO0913'NORTHWESTERLY AND NORTH AROUND EDGE OF BREAKS FOR 0.247
 DO0913'MILES AND STATION ON THE RIGHT.
 DO0913
 DO0913                          STATION RECOVERY (1969)
 DO0913
 DO0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0913'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DO0913'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A
 DO0913'DIFFERENCE WAS NOTED IN THE DISTANCE TO REFERENCE MARK 1.  AZIMUTH
 DO0913'MARK NUMBER 2 WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 DO0913'DESCRIPTION FOLLOWS.
 DO0913'
 DO0913'THE STATION IS LOCATED ABOUT 16 MILES SOUTH OF THALIA, 8 MILES NORTH
 DO0913'OF VERA AND 7 MILES EAST-NORTHEAST OF GILLILAND.  THE PROPERTY IS
 DO0913'OWNED BY MR. S. W. STONE.
 DO0913'
 DO0913'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND FARM
 DO0913'ROAD 262, IN THALIA, GO WEST ON U. S. HIGHWAY 70 FOR 4.4 MILES TO A
 DO0913'CROSSROAD, TURN LEFT AND GO SOUTH ON FARM ROAD 267 FOR 8.55 MILES
 DO0913'TO THE JUNCTION OF RANCH ROAD 1919, CONTINUE SOUTH ON FARM ROAD 267
 DO0913'FOR 5.5 MILES TO THE NORTH WICHITA RIVER BRIDGE, CONTINUE SOUTH ON
 DO0913'FARM ROAD 267 FOR 3.25 MILES TO A REVERSE Y-FORK, TURN SHARP LEFT
 DO0913'AND GO EAST ON A DIRT ROAD FOR 1.95 MILES TO THE AZIMUTH MARK ON
 DO0913'THE RIGHT.  CONTINUE EAST ON THE DIRT ROAD FOR 0.05 MILE TO
 DO0913'MR. STONES DRIVEWAY ON THE LEFT, TURN LEFT AND GO NORTH ON THE
 DO0913'DIRT ROAD FOR 0.3 MILE TO MR. STONES HOUSE.  GO NORTHEAST ACROSS
 DO0913'A CLEARED FIELD FOR 0.2 MILE TO THE STATION.
 DO0913'
 DO0913'THE STATION MARK IS A STANDARD DISK STAMPED MASSINGILL 1935, SET IN
 DO0913'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DO0913'5 INCHES.  IT IS 93 FEET EAST OF A NORTH-SOUTH FENCE AND 3.9 FEET
 DO0913'SOUTHWEST OF A METAL WITNESS POST.
 DO0913'
 DO0913'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MASSINGILL NO 1 1935, SET
 DO0913'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DO0913'5 INCHES.  IT IS 41 FEET EAST OF THE NORTH-SOUTH FENCE LINE.
 DO0913'
 DO0913'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MASSINGILL NO 2 1935, SET
 DO0913'IN THE TOP OF A 12-INCH CYLINRICAL CONCRETE MONUMENT WHICH PROJECTS
 DO0913'4 INCHES.  IT IS 36 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 36
 DO0913'FEET WEST OF THE NORTH-SOUTH FENCE LINE.
 DO0913'
 DO0913'AZIMUTH MARK NUMBER 2 IS A STANDARD DISK STAMPED MASSINGILL 1935 NO
 DO0913'2 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0913'WHICH PROJECTS 6 INCHES.  IT IS 23 FEET SOUTH OF THE CENTER OF THE
 DO0913'DIRT ROAD, 3.6 FEET EAST OF A METAL WITNESS POST AND 1.4 FEET
 DO0913'NORTH OF AN EAST-WEST FENCE LINE.
 DO0913'
 DO0913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 DO0913'EAST-NORTHEAST OF GILLILAND.
 DO0913'
 DO0913'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 DO0913
 DO0913                          STATION RECOVERY (1970)
 DO0913
 DO0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DO0913'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK
 DO0913'WERE RECOVERED IN GOOD CONDITION.  THE 1969 RECOVERY NOTE
 DO0913'TRIANGULATION STATION DESCRIPTION AND ROUTE PROCEEDING TO STATION
 DO0913'ARE ADEQUATE FOR RECOVERY, EXCEPT THE FENCE LINE AT THE AZIMUTH MARK
 DO0913'HAS BEEN REMOVED.
 DO0913'
 DO0913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 DO0913'EAST-NORTHEAST OF GILLILAND.
 DO0913
 DO0913                          STATION RECOVERY (1997)
 DO0913
 DO0913'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (RHB)
 DO0913'THE STATION MONUMENT IS LOCATED IN A MESQUITE PASTURE 182 FT (55.5 M)
 DO0913'S 84 DEGREE 29 FT (8.8 M) E GRID NAD83 FROM A CROSS-TIE FENCE POST AT
 DO0913'AN ANGLE IN THE FENCE.  RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION
 DO0913'108.82 FT (33.17 M) S 19 DEGREE 23 FT (7.0 M) W GRID NAD83 AND 132.64
 DO0913'FT (40.43 M) S 72 DEGREE 33 FT (10.1 M) E GRID NAD83 FROM MASSINGILL.
 DO0913'MASSINGILL AZ 2 REFERENCE MONUMENT WAS FOUND IN POOR CONDITION 1.2 FT
 DO0913'(0.4 M) TALL, DISTURBED BY EARTH MOVING EQUIPMENT DISPLACED NLY AND
 DO0913'ROTATED ABOUT 180 DEGREES.  IT IS NOW 2973.80 FT (906.42 M) S 29
 DO0913'DEGREE 26 FT (7.9 M) 42 INCHES W GRID NAD83 FROM MASSINGILL BASED UPON
 DO0913'6 SOLAR SHOTS WITH WILD T16 THEODOLITE AZ 2 1935/1969 IS 35.6 FT (10.9
 DO0913'M) NORTH OF A FENCE AND 15.7 FT (4.8 M) SOUTH OF THE CENTER OF A
 DO0913'PRIVATE ROAD, AND 585.8 FT (178.6 M) WEST OF A LOCKED GATE ACROSS THE
 DO0913'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2688 ***********************************************************************
 BY2688  DESIGNATION -  MAST
 BY2688  PID         -  BY2688
 BY2688  STATE/COUNTY-  TX/NACOGDOCHES
 BY2688  USGS QUAD   -  LAKE NACOGDOCHES SOUTH (1983)
 BY2688
 BY2688                         *CURRENT SURVEY CONTROL
 BY2688  ___________________________________________________________________
 BY2688* NAD 83(1993)-  31 33 51.68465(N)    094 50 36.38750(W)     ADJUSTED  
 BY2688* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BY2688  ___________________________________________________________________
 BY2688  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BY2688  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY2688
 BY2688  HORZ ORDER  -  THIRD
 BY2688
 BY2688.The horizontal coordinates were established by classical geodetic methods
 BY2688.and adjusted by the National Geodetic Survey in February 1996..
 BY2688
 BY2688.The orthometric height was scaled from a topographic map.
 BY2688
 BY2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2688
 BY2688.The geoid height was determined by GEOID03.
 BY2688
 BY2688;                    North         East     Units Scale Factor Converg.
 BY2688;SPC TX C     - 3,223,230.181 1,220,946.869   MT  0.99992987   +2 49 39.4
 BY2688;SPC TX C     -10,574,881.02  4,005,723.19   sFT  0.99992987   +2 49 39.4
 BY2688;UTM  15      - 3,493,623.179   325,045.154   MT  0.99997753   -0 57 54.7
 BY2688
 BY2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2688!SPC TX C     -   0.99998746  x   0.99992987  =   0.99991733
 BY2688!UTM  15      -   0.99998746  x   0.99997753  =   0.99996499
 BY2688
 BY2688:                Primary Azimuth Mark                     Grid Az
 BY2688:SPC TX C     -  RH 8                                     190 33 34.0
 BY2688:UTM  15      -  RH 8                                     194 21 08.1
 BY2688
 BY2688|---------------------------------------------------------------------|
 BY2688| PID    Reference Object                     Distance      Geod. Az  |
 BY2688|                                                           dddmmss.s |
 BY2688| CV8815 RH 8                                               1932313.4 |
 BY2688|---------------------------------------------------------------------|
 BY2688
 BY2688                          SUPERSEDED SURVEY CONTROL
 BY2688
 BY2688  NAD 83(1986)-  31 33 51.69537(N)    094 50 36.37318(W) AD(       ) 3
 BY2688  NAD 27      -  31 33 51.06900(N)    094 50 35.60700(W) AD(       ) 3
 BY2688
 BY2688.Superseded values are not recommended for survey control.
 BY2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2688.See file dsdata.txt to determine how the superseded data were derived.
 BY2688
 BY2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2504593623(NAD 83)
 BY2688_MARKER: DS = TRIANGULATION STATION DISK
 BY2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2688
 BY2688  HISTORY     - Date     Condition        Report By
 BY2688  HISTORY     - 1949     MONUMENTED       CGS
 BY2688
 BY2688                          STATION DESCRIPTION
 BY2688
 BY2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2688'THE STATION IS LOCATED ON TOP OF A SMALL SANDY HILL COVERED
 BY2688'WITH SCRUB OAK.  IT IS ABOUT 11.0 MILES WEST-SOUTHWEST OF
 BY2688'NACOGDOCHES AND ABOUT 8.0 MILES NORTHEAST OF WELLS.  IT IS
 BY2688'26.0 FEET NORTH-NORTHWEST OF AN AMERICAN HOLLY TREE.  IT PROJECTS
 BY2688'2 INCHES AND IS STAMPED MAST 1948.
 BY2688'
 BY2688'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL ABOUT
 BY2688'4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 4
 BY2688'INCHES AND IS STAMPED MAST NO 1 1948.
 BY2688'
 BY2688'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL ABOUT
 BY2688'2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 3
 BY2688'INCHES AND IS STAMPED MAST NO 2 1948.
 BY2688'
 BY2688'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BM DISK SET IN THE TOP
 BY2688'OF A 6 INCH BY 6 INCH CONCRETE POST PROJECTING 5 INCHES ABOVE
 BY2688'THE GROUND.  IT IS ABOUT 120.0 FEET WEST-NORTHWEST OF THE
 BY2688'NORTHWEST CORNER OF A FARM HOUSE AND 35.0 FEET WEST OF THE CENTER
 BY2688'OF A GRADED ROAD.  IT IS STAMPED RH 8 1947.
 BY2688'
 BY2688'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 21
 BY2688'AND FARM ROAD NO. 225 IN THE VILLAGE OF DOUGLASS, GO SOUTH
 BY2688'ON FARM ROAD NO. 225 FOR 5.1 MILES TO A T ROAD LEFT.  GO EAST
 BY2688'ON A DIRT ROAD FOR 2.0 MILES TO A T ROAD ON THE RIGHT AND
 BY2688'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A CROSSROAD JUST AFTER
 BY2688'PASSING A CEMETERY ON THE LEFT, TURN RIGHT AND GO SOUTH FOR
 BY2688'2.0 MILES TO TWO OLD HOUSES ON THE LEFT AND STATION.
 BY2688'
 BY2688'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH
 BY2688'ON GRADED DIRT ROAD FOR 0.25 MILE TO THE TOP OF HILL AND AZIMUTH
 BY2688'MARK ON THE RIGHT.
 BY2688'
 BY2688'AN 87 FOOT SIGNAL AT STATION CENTRAL IS VISIBLE AT 64 FEET.
 BY2688'
 BY2688'A 74 FOOT SIGNAL AT STATION WELLS IS VISIBLE AT 50 FEET.
 BY2688'
 BY2688'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1332 ***********************************************************************
 BZ1332  DESIGNATION -  MASTER
 BZ1332  PID         -  BZ1332
 BZ1332  STATE/COUNTY-  TX/CORYELL
 BZ1332  USGS QUAD   -  NORTH FORT HOOD (1994)
 BZ1332
 BZ1332                         *CURRENT SURVEY CONTROL
 BZ1332  ___________________________________________________________________
 BZ1332* NAD 83(1993)-  31 17 55.85057(N)    097 39 54.19757(W)     ADJUSTED  
 BZ1332* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 BZ1332  ___________________________________________________________________
 BZ1332  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 BZ1332  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BZ1332
 BZ1332  HORZ ORDER  -  SECOND
 BZ1332
 BZ1332.The horizontal coordinates were established by classical geodetic methods
 BZ1332.and adjusted by the National Geodetic Survey in February 1996..
 BZ1332
 BZ1332.The orthometric height was scaled from a topographic map.
 BZ1332
 BZ1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1332
 BZ1332.The geoid height was determined by GEOID03.
 BZ1332
 BZ1332;                    North         East     Units Scale Factor Converg.
 BZ1332;SPC TX C     - 3,183,982.857   953,982.802   MT  0.99989517   +1 22 27.6
 BZ1332;SPC TX C     -10,446,117.09  3,129,858.58   sFT  0.99989517   +1 22 27.6
 BZ1332;UTM  14      - 3,463,491.478   627,048.114   MT  0.99979909   +0 41 37.0
 BZ1332
 BZ1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1332!SPC TX C     -   0.99995685  x   0.99989517  =   0.99985203
 BZ1332!UTM  14      -   0.99995685  x   0.99979909  =   0.99975595
 BZ1332
 BZ1332|---------------------------------------------------------------------|
 BZ1332| PID    Reference Object                     Distance      Geod. Az  |
 BZ1332|                                                           dddmmss.s |
 BZ1332| CV4726 MASTER RM 1                          21.170 METERS 12836     |
 BZ1332| CV4727 MASTER RM 2                          19.961 METERS 17506     |
 BZ1332| CV4725 MASTER AZ MK                                       2623917.2 |
 BZ1332|---------------------------------------------------------------------|
 BZ1332
 BZ1332                          SUPERSEDED SURVEY CONTROL
 BZ1332
 BZ1332  NAD 83(1986)-  31 17 55.85898(N)    097 39 54.18203(W) AD(       ) 2
 BZ1332  NAD 27      -  31 17 55.24900(N)    097 39 53.11400(W) AD(       ) 2
 BZ1332
 BZ1332.Superseded values are not recommended for survey control.
 BZ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1332.See file dsdata.txt to determine how the superseded data were derived.
 BZ1332
 BZ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2704863491(NAD 83)
 BZ1332_MARKER: DS = TRIANGULATION STATION DISK
 BZ1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1332
 BZ1332  HISTORY     - Date     Condition        Report By
 BZ1332  HISTORY     - 1943     MONUMENTED       CGS
 BZ1332  HISTORY     - 1952     GOOD             AMS
 BZ1332  HISTORY     - 1962     GOOD             USE
 BZ1332  HISTORY     - 1965     GOOD             CGS
 BZ1332
 BZ1332                          STATION DESCRIPTION
 BZ1332
 BZ1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1332'THE STATION IS LOCATED ABOUT 15 MILES NNE OF KILLEEN, E OF THE
 BZ1332'KILLEEN-GATESVILLE ROAD.  THE STATION IS A BRONZE DISK SET IN
 BZ1332'CONCRETE, PROJECTS 3 INCHES AND IS STAMPED MASTER 1943.
 BZ1332'
 BZ1332'REFERENCE MARK NO. 1 IS S OF THE STATION.  IT IS A 2-INCH
 BZ1332'THREADED PIPE, CAPPED WITH BRONZE DISK, AND SET IN CONCRETE MASS,
 BZ1332'ABOUT 2 FEET BY 1 FOOT, 1 INCH BELOW GROUND.  PIPE PROJECTS 3
 BZ1332'INCHES ABOVE CONCRETE.  DISK IS STAMPED MASTER 1943.  NO. 1 REF
 BZ1332'AND ARROW POINTING TOWARD STATION ARE CUT IN THE CONCRETE.
 BZ1332'
 BZ1332'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN SQUARE CONCRETE,
 BZ1332'PROJECTS 1 INCH, AND IS STAMPED MASTER 1943.  IT IS LOCATED W
 BZ1332'OF STATION.
 BZ1332'
 BZ1332'THE AZIMUTH MARK IS 0.4 MILE NW OF STATION, ABOUT 10 FEET
 BZ1332'INTO SCRUB TREES ON N SIDE OF STONY FIELD.  IT IS A BRONZE DISK
 BZ1332'SET IN SQUARE CONCRETE, PROJECTS 4 INCHES AND IS STAMPED MASTER
 BZ1332'1943.  TO REACH FROM STATION GO 0.4 MILE NW FROM STATION ALONG
 BZ1332'PATH TO EDGE OF WOODS AND VACANT FIELD.  CROSS FIELD, KEEPING
 BZ1332'SAME NORTHWESTERLY DIRECTION, AND MARK IS ON FAR EDGE OF FIELD,
 BZ1332'JUST INSIDE THE LINE OF THE FIRST TREES.
 BZ1332'
 BZ1332'THE STATION IS REACHED FROM THE RAILROAD DEPOT IN KILLEEN BY
 BZ1332'GOING N ON MAIN STREET AND OLD GATESVILLE ROAD FOR 3.1 MILES
 BZ1332'TO NEW ROAD.  THEN CONTINUE ON NEW HIGHWAY FOR 6.95 MILES TO
 BZ1332'CONCRETE DIP ACROSS COWHOUSE CREEK.  CROSS DIP AND CONTINUE
 BZ1332'ON NEW ROAD FOR 2.15 MILES TO DIM CROSS ROAD AT TOP OF SMALL
 BZ1332'GRADE.  THEN TURN RIGHT, N, ON DIM ROAD UP HILL AND GO 1.80 MILES
 BZ1332'TO T-ROAD JUST AFTER CROSSING SMALL BRANCH.  THEN TURN LEFT,
 BZ1332'W, AND GO 2.65 MILES TO SIDE ROAD RIGHT.  CONTINUE STRAIGHT
 BZ1332'AHEAD FOR 0.85 MILE TO WHITE SCHOOL ON RIGHT.  CONTINUE ON ROAD
 BZ1332'FOR 0.65 MILE TO WHERE MAIN ROAD TURNS LEFT AND DIM FORK
 BZ1332'GOES STRAIGHT AHEAD.  CONTINUE ON RIGHT FORK, DIM ROAD,
 BZ1332'FOR 50 YARDS TO DIM ROAD RIGHT.  THEN TURN RIGHT, N, ON DIM
 BZ1332'ROAD AND GO 1.15 MILES TO TOP OF GRADE AND DIM ROAD LEFT.
 BZ1332'THEN TURN LEFT AND FOLLOW DIM ROAD 0.15 MILE TO STATION.
 BZ1332'
 BZ1332'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 BZ1332
 BZ1332                          STATION RECOVERY (1952)
 BZ1332
 BZ1332'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BZ1332'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1332
 BZ1332                          STATION RECOVERY (1962)
 BZ1332
 BZ1332'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1332'STATION IS IN CLEARING OF HEAVILY WOODED AREA 80 METERS NORTH
 BZ1332'OF AAA ROAD ALONG TRAIL AND 160 METERS NW FROM TRAIL ALONG
 BZ1332'DIM TRAIL AND CLEARED LINE, 21.2 METERS NW FROM REFERENCE MARK
 BZ1332'NO. 1 AND 20 METERS NORTH FROM REFERENCE MARK NO. 2 AND 325.8
 BZ1332'METERS FROM AZIMUTH MARK.  STATION IS A USC AND GS BRONZE DISK
 BZ1332'IN CONCRETE POST PROJECTING 3 INCHES, STAMPED MASTER 1943.
 BZ1332'
 BZ1332'REFERENCE MARK NO. 1 FOUND DISTRUBED AND IN POOR CONDITION,
 BZ1332'IN PATHWAY OF TRAILS, A BRONZE DISK IN PIPE IN CONCRETE FLUSH
 BZ1332'WITH GROUND.
 BZ1332'
 BZ1332'REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.
 BZ1332'
 BZ1332'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 BZ1332'
 BZ1332'FROM JUNCTION 975 OF AAA ROAD WITH EAST RANGE ROAD GO EAST
 BZ1332'1.15 MILES ON AAA ROAD TO TOP OF GRAD THEN NORTH ABOUT 120
 BZ1332'METERS TO INTERSECTION OF TWO LINES OF CLEARINGS, THEN NE 135
 BZ1332'METERS TO STATION SITE.
 BZ1332
 BZ1332                          STATION RECOVERY (1965)
 BZ1332
 BZ1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1332'STATION, R.M. 2 AND AZIMUTH MARKS FOUND IN GOOD CONDITION.
 BZ1332'R.M. 1 FOUND POST UPROOTED AND DISK MISSING.
 BZ1332'
 BZ1332'AZIMUTH MARK IS LOCATED ABOUT 0.2 MILE WSW OF STATION, ABOUT
 BZ1332'3 METERS INTO WOODEN AREA, 40 METERS N OF AAA ROAD AND IS A
 BZ1332'BRONZE DISK IN CONCRETE POST PROJECTING 4 INCHES STAMPED MASTER
 BZ1332'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0941 ***********************************************************************
 DO0941  DESIGNATION -  MASTERSON
 DO0941  PID         -  DO0941
 DO0941  STATE/COUNTY-  TX/KING
 DO0941  USGS QUAD   -  BIG FOUR RANCH (1981)
 DO0941
 DO0941                         *CURRENT SURVEY CONTROL
 DO0941  ___________________________________________________________________
 DO0941* NAD 83(1993)-  33 45 27.27156(N)    099 59 56.09809(W)     ADJUSTED  
 DO0941* NAVD 88     -       559.     (meters)    1834.     (feet)  SCALED    
 DO0941  ___________________________________________________________________
 DO0941  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 DO0941  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DO0941
 DO0941  HORZ ORDER  -  FIRST
 DO0941
 DO0941.The horizontal coordinates were established by classical geodetic methods
 DO0941.and adjusted by the National Geodetic Survey in February 1996..
 DO0941
 DO0941.The orthometric height was scaled from a topographic map.
 DO0941
 DO0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0941
 DO0941.The geoid height was determined by GEOID03.
 DO0941
 DO0941;                    North         East     Units Scale Factor Converg.
 DO0941;SPC TXNC     - 2,232,858.421   461,142.697   MT  0.99994837   -0 49 03.0
 DO0941;SPC TXNC     - 7,325,636.34  1,512,932.33   sFT  0.99994837   -0 49 03.0
 DO0941;UTM  14      - 3,735,725.099   407,489.227   MT  0.99970550   -0 33 18.4
 DO0941
 DO0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0941!SPC TXNC     -   0.99991664  x   0.99994837  =   0.99986501
 DO0941!UTM  14      -   0.99991664  x   0.99970550  =   0.99962216
 DO0941
 DO0941:                Primary Azimuth Mark                     Grid Az
 DO0941:SPC TXNC     -  MASTERSON AZ MK 2                        030 24 12.1
 DO0941:UTM  14      -  MASTERSON AZ MK 2                        030 08 27.5
 DO0941
 DO0941|---------------------------------------------------------------------|
 DO0941| PID    Reference Object                     Distance      Geod. Az  |
 DO0941|                                                           dddmmss.s |
 DO0941| CX8616 MASTERSON AZ MK 2                                  0293509.1 |
 DO0941| CX8615 MASTERSON AZ MK                                    0294517.3 |
 DO0941| CX8620 MASTERSON RM 4                       13.005 METERS 09709     |
 DO0941| CX8617 MASTERSON RM 1                       22.638 METERS 14137     |
 DO0941| CX8618 MASTERSON RM 2                       18.653 METERS 21429     |
 DO0941| CX8619 MASTERSON RM 3                        7.543 METERS 35116     |
 DO0941|---------------------------------------------------------------------|
 DO0941
 DO0941                          SUPERSEDED SURVEY CONTROL
 DO0941
 DO0941  NAD 83(1993)-  33 45 27.27320(N)    099 59 56.09826(W) AD(       ) 1
 DO0941  NAD 83(1986)-  33 45 27.27801(N)    099 59 56.09042(W) AD(       ) 1
 DO0941  NAD 27      -  33 45 26.97000(N)    099 59 54.73300(W) AD(       ) 1
 DO0941
 DO0941.Superseded values are not recommended for survey control.
 DO0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0941.See file dsdata.txt to determine how the superseded data were derived.
 DO0941
 DO0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC0748935725(NAD 83)
 DO0941_MARKER: DS = TRIANGULATION STATION DISK
 DO0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0941_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0941
 DO0941  HISTORY     - Date     Condition        Report By
 DO0941  HISTORY     - 1935     MONUMENTED       CGS
 DO0941  HISTORY     - 1938     GOOD             TXHD
 DO0941  HISTORY     - 1958     GOOD             CGS
 DO0941  HISTORY     - 1967     GOOD             CGS
 DO0941  HISTORY     - 1972     GOOD             USE
 DO0941
 DO0941                          STATION DESCRIPTION
 DO0941
 DO0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0941'STATION IS ON PROPERTY OF THE J.Y. RANCH, LOCATED 1/2 MILE W
 DO0941'OF THE KING-KNOX COUNTY LINE, 5-1/4 MILES S AND 1/2 MILE W OF THE
 DO0941'CORNER OF KING, KNOX AND FOARD COUNTIES AND 11-1/4 MILES W OF
 DO0941'TRUSCOTT.  MARK IS SET ABOUT 30 FEET W OF E EDGE OF RIDGE.
 DO0941'
 DO0941'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 DO0941'DISKS SET IN CONCRETE.
 DO0941'
 DO0941'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 DO0941'HOLE IN BEDROCK.
 DO0941'
 DO0941'REFERENCE MARK IS SET 12 FEET W OF E EDGE OF RIDGE.  REFERENCE
 DO0941'MARK NO. 2 IS SET NEAR W SLOPE OF RIDGE.
 DO0941'
 DO0941'AZIMUTH MARK IS ABOUT 0.6 MILE NE OF STATION. REACHED FROM
 DO0941'STATION BY GOING BACK TO MAIN ROAD, THEN E ON MAIN ROAD
 DO0941'0.5 MILE TO MARK ON S SIDE OF ROAD.  ALL MARKS PROJECT
 DO0941'ABOUT 8 INCHES.
 DO0941'
 DO0941'TO REACH THE STATION FROM POST OFFICE IN TRUSCOTT, GO N ON
 DO0941'MAIN ROAD BETWEEN POST OFFICE AND FILLING STATION FOR 0.45
 DO0941'MILE AND KEEP MAIN ROAD LEFT AT HOUSE ON RIGHT.  GO 3.1
 DO0941'MILES AND KEEP STRAIGHT AHEAD THROUGH AUTO GATE AT RIGHT
 DO0941'TURN IN ROAD.  FOLLOW THIS WELL-TRAVELED RANCH ROAD IN A
 DO0941'GENERAL WESTERLY DIRECTION FOR 8.7 MILES, OR 1.8 MILES AFTER
 DO0941'PASSING THROUGH THE FIFTH AUTO GATE FROM THE MAIN ROAD AND
 DO0941'TURN LEFT (S) JUST BEFORE REACHING A CATTLE GUARD.  GO IN A
 DO0941'SOUTHERLY DIRECTION FOR 0.65 MILE AND TURN E UP VALLEY TO A
 DO0941'SMALL GAP IN TOP OF RIDGE AND STATION TO S.
 DO0941'
 DO0941'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DO0941
 DO0941                          STATION RECOVERY (1938)
 DO0941
 DO0941'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DO0941'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 DO0941'GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 DO0941'MARK.
 DO0941
 DO0941                          STATION RECOVERY (1958)
 DO0941
 DO0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DO0941'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DO0941'CONDITION.
 DO0941'
 DO0941'TO REACH THE STATION FROM TRUSCOTT, FROM THE JUNCTION OF
 DO0941'STATE HIGHWAY 283 AND FARM ROAD 1756 ABOUT 1.0 MILE EAST OF
 DO0941'TOWN, GO WEST, NORTH AND WEST ON FARM ROAD 1756 FOR 3.9 MILES
 DO0941'TO A CATTLE GUARD AT END OF SURFACED ROAD, CONTINUE WESTERLY
 DO0941'ON MAIN ROAD FOR 6.7 MILES TO THE 4TH CATTLE GUARD FROM END
 DO0941'OF HARD SURFACED ROAD, CONTINUE FOR 1.15 MILES TO THE AZIMUTH
 DO0941'MARK ON THE LEFT (S), CONTINUE WEST FOR 0.6 MILE THEN TURN
 DO0941'LEFT OFF MAIN ROAD AND PICK ROAD IN A SOUTHERLY DIRECTION FOR
 DO0941'ABOUT 0.65 MILE THEN TURN LEFT AND GO EAST UP A VALLEY TO A
 DO0941'GAP AT TOP OF RIDGE AND STATION TO SOUTH.
 DO0941
 DO0941                          STATION RECOVERY (1967)
 DO0941
 DO0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DO0941'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED.  REFERENCE
 DO0941'MARKS 1 AND 2 WERE NOT RECOVERED.  DUE TO EROSION THE AZIMUTH MARK
 DO0941'NOW PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  AN ADDITIONAL AZIMUTH
 DO0941'MARK WAS ESTABLISHED BECAUSE OF THE POSSIBILITY OF THE ORIGINAL
 DO0941'AZIMUTH MARK BEING COMPLETELY ERODED AWAY.  TWO NEW REFERENCE
 DO0941'MARKS WERE ESTABLISHED.  DUE TO ROAD CHANGES THE 1935
 DO0941'DESCRIPTION TO THE STATION IS INADEQUATE.  A COMPLETE NEW
 DO0941'DESCRIPTION FOLLOWS.
 DO0941'
 DO0941'THE STATION IS ABOUT 22 MILES SOUTHWEST OF CROWELL, 10-3/4 MILES
 DO0941'WEST OF TRUSCOTT, 1/2 MILE WEST OF THE KING-KNOX COUNTY LINES AND ON
 DO0941'THE PROPERTY OWNED BY ED LOWRANCE.
 DO0941'
 DO0941'TO REACH THE STATION FROM THE POST OFFICE IN TRUSCOTT, GO WEST ON
 DO0941'FARM ROAD 1756 FOR 3.3 MILES TO A CATTLE GUARD AT THE END OF THE
 DO0941'PAVED ROAD.  CONTINUE WEST, CROSSING THE CATTLE GUARD ON A GRAVELED
 DO0941'ROAD FOR 2.5 MILES TO A CATTLE GUARD AND AN OVERHEAD SIGN
 DO0941'LOWRANCE.  CONTINUE WEST ON THE GRAVELED ROAD FOR 4.95 MILES
 DO0941'TO A SIDE ROAD LEFT, CONTINUE WEST ON THE GRAVELED ROAD FOR 0.5
 DO0941'MILE TO THE AZIMUTH MARK ON THE LEFT AND AZIMUTH MARK 2 ON THE
 DO0941'RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.6 MILE TO A DIM
 DO0941'SIDE ROAD LEFT, TURN LEFT AND GO SOUTHERLY ON THE TRACK ROAD FOR
 DO0941'0.1 MILE TO A DIM FORK, TAKE THE LEFT FORK AND GO SOUTH-EASTERLY
 DO0941'FOR 0.4 MILE TO THE END OF TRUCK TRAVEL.  TO REACH THE STATION FROM
 DO0941'THIS POINT, PACK EASTERLY UP THROUGH A SMALL VALLEY FOR ABOUT
 DO0941'10 MINUTES TO THE TOP OF A RIDGE AND THE STATION.
 DO0941'
 DO0941'THE STATION MARK IS A STANDARD DISK, STAMPED MASTERSON 1935, SET
 DO0941'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0941'PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS 3.8 FEET NORTHWEST OF A
 DO0941'WITNESS POST.
 DO0941'
 DO0941'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MASTERSON NO 3 1935
 DO0941'1967, CEMENTED IN A DRILL HOLE, IN A 3 X 3 FOOT ROCK OUTCROP, WHICH
 DO0941'IS FLUSH WITH THE GROUND.  IT IS 28.2 FEET NORTH-NORTHWEST OF THE
 DO0941'WITNESS POST AND IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.  THE
 DO0941'DISTANCE FROM THE AXIS OF THE TELESCOPE IS 25.98 FEET OR 7.921
 DO0941'METERS.
 DO0941'
 DO0941'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED MASTERSON NO 4 1935
 DO0941'1967, CEMENTED IN A DRILL HOLE, IN A 2 X 3 FOOT ROCK OUTCROP, WHICH
 DO0941'IS FLUSH WITH THE GROUND.  IT IS 40.5 FEET EAST OF THE WITNESS POST
 DO0941'AND ABOUT 3 FEET LOWER THAN THE STATION MARK.  THE DISTANCE FROM
 DO0941'THE AXIS OF THE TELESCOPE IS 43.64 FEET OR 13.302 METERS.
 DO0941'
 DO0941'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED MASTERSON
 DO0941'AZI 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 DO0941'PROJECTS 2 FEET ABOVE THE GROUND.  IT IS 68.5 FEET SOUTH OF A
 DO0941'POWERLINE POLE, 67.3 FEET SOUTH OF A WITNESS POST AND 28.0 FEET
 DO0941'SOUTH-SOUTHEAST OF THE CENTERLINE OF A GRAVELED ROAD.
 DO0941'
 DO0941'AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED MASTERSON AZ 2 1935 1967,
 DO0941'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0941'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 17.5 FEET NORTH OF THE
 DO0941'CENTERLINE OF THE GRAVELED ROAD, 2.0 FEET WEST OF THE POWERLINE
 DO0941'POLE AND 2.5 FEET WEST OF THE WITNESS POST.
 DO0941'
 DO0941'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 DO0941'OBSTRUCTIONS.
 DO0941'
 DO0941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-3/4 MILES WEST
 DO0941'OF TRUSCOTT.
 DO0941
 DO0941                          STATION RECOVERY (1972)
 DO0941
 DO0941'RECOVERY NOTE BY US ENGINEERS 1972 (HLS)
 DO0941'AZIMUTH MARK DESCRIBED AS BEING LT. OF ROAD.  NEW MARK RT.
 DO0941'SIDE ROAD.  GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1856 ***********************************************************************
 FL1856  DESIGNATION -  MASTERSON TANK
 FL1856  PID         -  FL1856
 FL1856  STATE/COUNTY-  TX/MOORE
 FL1856  USGS QUAD   -  MARSH (1953)
 FL1856
 FL1856                         *CURRENT SURVEY CONTROL
 FL1856  ___________________________________________________________________
 FL1856* NAD 83(1993)-  35 37 20.11686(N)    101 56 43.18060(W)     ADJUSTED  
 FL1856* NAVD 88     -                                                        
 FL1856  ___________________________________________________________________
 FL1856  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 FL1856  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL1856
 FL1856  HORZ ORDER  -  THIRD
 FL1856
 FL1856.The horizontal coordinates were established by classical geodetic methods
 FL1856.and adjusted by the National Geodetic Survey in February 1996..
 FL1856
 FL1856
 FL1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1856
 FL1856.The geoid height was determined by GEOID03.
 FL1856
 FL1856;                    North         East     Units Scale Factor Converg.
 FL1856;SPC TX N     - 1,180,059.080   159,660.456   MT  0.99991721   -0 15 29.1
 FL1856;SPC TX N     - 3,871,577.16    523,819.35   sFT  0.99991721   -0 15 29.1
 FL1856;UTM  14      - 3,946,047.747   233,246.347   MT  1.00047696   -1 42 59.3
 FL1856;UTM  13      - 3,946,350.126   776,659.759   MT  1.00054331   +1 46 49.0
 FL1856
 FL1856                          SUPERSEDED SURVEY CONTROL
 FL1856
 FL1856  NAD 83(1993)-  35 37 20.11714(N)    101 56 43.17433(W) AD(       ) 4
 FL1856  NAD 83(1986)-  35 37 20.12552(N)    101 56 43.17027(W) AD(       ) 4
 FL1856  NAD 27      -  35 37 19.97000(N)    101 56 41.51000(W) AD(       ) 3
 FL1856
 FL1856.Superseded values are not recommended for survey control.
 FL1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1856.See file dsdata.txt to determine how the superseded data were derived.
 FL1856
 FL1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3324646048(NAD 83)
 FL1856_MARKER: 51 = TANK
 FL1856
 FL1856  HISTORY     - Date     Condition        Report By
 FL1856  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1856  HISTORY     - 1970     SEE DESCRIPTION  USGS
 FL1856
 FL1856                          STATION DESCRIPTION
 FL1856
 FL1856'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WC)
 FL1856'NO TANK WAS OBSERVED AT THE GIVEN AZIMUTH FROM STATION
 FL1856'PHIL USC AND GS, AND NOTHING WAS SEEN FROM U.S. 87-287 IN
 FL1856'THE VICINITY.  THE OLD TYPE TANK AT THE EXCELL STATION IS
 FL1856'MORE THAN FIVE DEGREES OFF THE GIVEN AZIMUTH AND THE CIG TANK
 FL1856'NORTH OF THE MASTERSON P.O. DOES NOT FIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0250 ***********************************************************************
 CU0250  DESIGNATION -  MAT
 CU0250  PID         -  CU0250
 CU0250  STATE/COUNTY-  TX/TAYLOR
 CU0250  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0250
 CU0250                         *CURRENT SURVEY CONTROL
 CU0250  ___________________________________________________________________
 CU0250* NAD 83(1993)-  32 17 31.49661(N)    100 04 53.76037(W)     ADJUSTED  
 CU0250* NAVD 88     -       757.178  (meters)    2484.17   (feet)  ADJUSTED  
 CU0250  ___________________________________________________________________
 CU0250  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CU0250  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0250  DYNAMIC HT  -         756.165 (meters)    2480.85  (feet)  COMP
 CU0250  MODELED GRAV-     979,276.1   (mgal)                       NAVD 88
 CU0250
 CU0250  HORZ ORDER  -  SECOND
 CU0250  VERT ORDER  -  SECOND    CLASS 0
 CU0250
 CU0250.The horizontal coordinates were established by classical geodetic methods
 CU0250.and adjusted by the National Geodetic Survey in February 1996..
 CU0250
 CU0250.The orthometric height was determined by differential leveling
 CU0250.and adjusted by the National Geodetic Survey in June 1991..
 CU0250
 CU0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0250
 CU0250.The geoid height was determined by GEOID03.
 CU0250
 CU0250.The dynamic height is computed by dividing the NAVD 88
 CU0250.geopotential number by the normal gravity value computed on the
 CU0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0250.degrees latitude (g = 980.6199 gals.).
 CU0250
 CU0250.The modeled gravity was interpolated from observed gravity values.
 CU0250
 CU0250;                    North         East     Units Scale Factor Converg.
 CU0250;SPC TXNC     - 2,070,475.025   451,036.964   MT  0.99995982   -0 51 45.3
 CU0250;SPC TXNC     - 6,792,883.48  1,479,777.11   sFT  0.99995982   -0 51 45.3
 CU0250;UTM  14      - 3,573,325.138   398,159.666   MT  0.99972790   -0 34 40.4
 CU0250
 CU0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0250!SPC TXNC     -   0.99988530  x   0.99995982  =   0.99984513
 CU0250!UTM  14      -   0.99988530  x   0.99972790  =   0.99961323
 CU0250
 CU0250|---------------------------------------------------------------------|
 CU0250| PID    Reference Object                     Distance      Geod. Az  |
 CU0250|                                                           dddmmss.s |
 CU0250| CU0925 RHODES                                5.864 METERS 03148     |
 CU0250| CT1149 MC ALISTER TRUCK CO RAD MAST        APPROX. 9.0 KM 0712835.0 |
 CU0250| CU0249 MAT RM 1                             11.130 METERS 13630     |
 CU0250| CU0933 HALLIBURTON CO RADIO MAST           APPROX. 8.3 KM 1544849.5 |
 CU0250| CU0252 MAT AZ MK                                          1825341.4 |
 CU0250| CU0926 NOLAN SW BELL TEL MICROWAVE         APPROX. 9.7 KM 2452226.6 |
 CU0250|---------------------------------------------------------------------|
 CU0250
 CU0250                          SUPERSEDED SURVEY CONTROL
 CU0250
 CU0250  NAD 83(1986)-  32 17 31.50256(N)    100 04 53.74852(W) AD(       ) 2
 CU0250  NAD 27      -  32 17 31.03880(N)    100 04 52.40250(W) AD(       ) 2
 CU0250  NGVD 29 (??/??/92)  756.978  (m)         2483.52   (f) ADJ UNCH    2 0
 CU0250
 CU0250.Superseded values are not recommended for survey control.
 CU0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0250.See file dsdata.txt to determine how the superseded data were derived.
 CU0250
 CU0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9816073325(NAD 83)
 CU0250_MARKER: DS = TRIANGULATION STATION DISK
 CU0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0250_STAMPING: MAT 1961
 CU0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0250+STABILITY: SURFACE MOTION
 CU0250
 CU0250  HISTORY     - Date     Condition        Report By
 CU0250  HISTORY     - 1961     MONUMENTED       CGS
 CU0250  HISTORY     - 1961     GOOD             CGS
 CU0250  HISTORY     - 1961     GOOD             CGS
 CU0250  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0250
 CU0250                          STATION DESCRIPTION
 CU0250
 CU0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0250'THE STATION IS IN PASTURE LAND, NEAR THE HIGHEST POINT IN THE
 CU0250'VICINITY, APPROXIMATELY 13 MILES SOUTHWEST OF MERKEL, 9 MILES
 CU0250'EAST AND 1 MILE NORTH OF NOLAN AND ON PROPERTY OWNED BY
 CU0250'MR. WILL F. BUTMAN.
 CU0250'
 CU0250'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MERKEL,
 CU0250'GO WEST ON LOOP 39 FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT
 CU0250'(FARM ROAD 126 LEADING SOUTH).  TURN LEFT, SOUTHWEST, ON
 CU0250'FARM ROAD 126 FOR 7.25 MILES TO THE JUNCTION OF FARM ROADS
 CU0250'126 AND 1085.  CONTINUE SOUTHWEST ON FARM ROAD 126 FOR 6.55
 CU0250'MILES TO THE PIONEER METHODIST CHURCH ON THE RIGHT.  CONTINUE
 CU0250'SOUTHWEST ON FARM ROAD 126 FOR 4.7 MILES TO A SIDE ROAD
 CU0250'ON THE LEFT, WHERE THE HIGHWAY TURNS RIGHT.  TURN SHARP LEFT,
 CU0250'WEST, SOUTH AND WEST ON THE GRAVEL ROAD FOR 3.8 MILES TO
 CU0250'WHERE THE ROAD TURNS RIGHT AND A TRACK ROAD ON THE LEFT.
 CU0250'TURN LEFT, NORTH, ON THE TRACK ROAD FOR APPROXIMATELY 250
 CU0250'FEET TO THE STATION ON THE RIGHT.
 CU0250'
 CU0250'STATION MARKS ARE STANDARD DISKS STAMPED MAT 1961.  THE SURFACE
 CU0250'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 CU0250'IT IS 235 FEET NORTHWEST OF A POWER POLE, 26.5 FEET WEST OF
 CU0250'THE FENCE, 15 FEET EAST OF THE CENTER OF THE TRACK ROAD AND
 CU0250'7 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 CU0250'IS SET IN AN IRREGULAR MASS OF CONCRETE 18 INCHES BELOW THE
 CU0250'SURFACE OF THE GROUND.
 CU0250'
 CU0250'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MAT NO 1 1961,
 CU0250'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 CU0250'IT IS 204 FEET NORTH OF THE POWER POLE, 41.5 FEET EAST OF
 CU0250'THE CENTER OF THE TRACK ROAD, 31 FEET SOUTHEAST OF THE METAL
 CU0250'WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 CU0250'
 CU0250'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL BENCH MARK
 CU0250'DISK STAMPED RHODES 1955, SET IN A SQUARE CONCRETE POST WHICH
 CU0250'PROJECTS 4 INCHES.  IT IS 25 FEET NORTH OF THE METAL WITNESS
 CU0250'POST, 25 FEET EAST OF THE CENTER OF THE TRACK ROAD AND 15.5
 CU0250'FEET WEST OF THE FENCE.
 CU0250'
 CU0250'AZIMUTH MARK, A STANDARD DISK STAMPED MAT 1961, IS SET IN A
 CU0250'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 101 FEET
 CU0250'WEST OF THE CENTER OF THE GRAVEL ROAD AND 2.2 FEET NORTH
 CU0250'OF A METAL WITNESS POST.
 CU0250'
 CU0250'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 CU0250'TRACK ROAD AND THE GRAVEL ROAD FOR 0.35 MILE TO THE AZIMUTH
 CU0250'MARK ON THE RIGHT.
 CU0250'
 CU0250'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
 CU0250
 CU0250                          STATION RECOVERY (1961)
 CU0250
 CU0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CU0250'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CU0250'FOUND IN GOOD CONDITION.  THE TO REACH FOR THE STATION AND
 CU0250'THE AZIMUTH MARK WAS FOUND TO BE COMPLETELY ADEQUATE.  THE
 CU0250'DIRECTION AND MEASUREMENTS WERE CHECKED IN THE FIELD AND
 CU0250'WERE ACCURATE.
 CU0250
 CU0250                          STATION RECOVERY (1961)
 CU0250
 CU0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CU0250'16.4 MI SW FROM VIEW.
 CU0250'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0250'AT VIEW, THENCE 7.4 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.1
 CU0250'MILES ALONG A TRACK ROAD, 36.5 FEET NORTHWEST OF RM NO. 1, 26 FEET
 CU0250'WEST OF A FENCE, 19.2 FEET SOUTHWEST OF (USGS) MARK, 15 FEET EAST OF
 CU0250'THE CENTER LINE OF A TRACK ROAD.  7 FEET NORTH OF A METAL WITNESS POST
 CU0250'WITH SIGN, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 4 FEET IN THE
 CU0250'GROUND AND PROJECTING 3 INCHES ABOVE THE GROUND.
 CU0250
 CU0250                          STATION RECOVERY (1994)
 CU0250
 CU0250'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0252 ***********************************************************************
 CU0252  DESIGNATION -  MAT AZ MK
 CU0252  PID         -  CU0252
 CU0252  STATE/COUNTY-  TX/TAYLOR
 CU0252  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0252
 CU0252                         *CURRENT SURVEY CONTROL
 CU0252  ___________________________________________________________________
 CU0252* NAD 83(1986)-  32 17 11.     (N)    100 04 55.     (W)     SCALED    
 CU0252* NAVD 88     -       750.810  (meters)    2463.28   (feet)  ADJUSTED  
 CU0252  ___________________________________________________________________
 CU0252  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0252  DYNAMIC HT  -         749.805 (meters)    2459.99  (feet)  COMP
 CU0252  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 CU0252
 CU0252  VERT ORDER  -  SECOND    CLASS 0
 CU0252
 CU0252.The horizontal coordinates were scaled from a topographic map and have
 CU0252.an estimated accuracy of +/- 6 seconds.
 CU0252
 CU0252.The orthometric height was determined by differential leveling
 CU0252.and adjusted by the National Geodetic Survey in June 1991..
 CU0252
 CU0252.The geoid height was determined by GEOID03.
 CU0252
 CU0252.The dynamic height is computed by dividing the NAVD 88
 CU0252.geopotential number by the normal gravity value computed on the
 CU0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0252.degrees latitude (g = 980.6199 gals.).
 CU0252
 CU0252.The modeled gravity was interpolated from observed gravity values.
 CU0252
 CU0252;                    North         East    Units  Estimated Accuracy
 CU0252;SPC TXNC     - 2,069,840.      451,000.      MT  (+/- 180 meters Scaled)
 CU0252
 CU0252                          SUPERSEDED SURVEY CONTROL
 CU0252
 CU0252  NGVD 29 (??/??/92)  750.611  (m)         2462.63   (f) ADJ UNCH    2 0
 CU0252
 CU0252.Superseded values are not recommended for survey control.
 CU0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0252.See file dsdata.txt to determine how the superseded data were derived.
 CU0252
 CU0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA981726(NAD 83)
 CU0252_MARKER: DZ = AZIMUTH MARK DISK
 CU0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0252_STAMPING: MAT 1961
 CU0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0252+STABILITY: SURFACE MOTION
 CU0252
 CU0252  HISTORY     - Date     Condition        Report By
 CU0252  HISTORY     - 1961     MONUMENTED       CGS
 CU0252  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0252
 CU0252                          STATION DESCRIPTION
 CU0252
 CU0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0252'16.0 MI SW FROM VIEW.
 CU0252'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0252'AT VIEW, THENCE 7.1 MILES NORTHWEST ALONG A GRAVEL ROAD, 99 FEET WEST
 CU0252'OF THE CENTER LINE OF THE ROAD, 2.6 FEET NORTH OF A METAL WITNESS POST
 CU0252'WITH SIGN, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 4 FEET IN THE
 CU0252'GROUND AND PROJECTING 2 INCHES ABOVE THE GROUND.
 CU0252
 CU0252                          STATION RECOVERY (1994)
 CU0252
 CU0252'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1814 ***********************************************************************
 AH1814  DESIGNATION -  MAT ET
 AH1814  PID         -  AH1814
 AH1814  STATE/COUNTY-  TX/GUADALUPE
 AH1814  USGS QUAD   -  NEW BERLIN (1957)
 AH1814
 AH1814                         *CURRENT SURVEY CONTROL
 AH1814  ___________________________________________________________________
 AH1814* NAD 83(1993)-  29 22 50.42330(N)    098 04 06.23380(W)     ADJUSTED  
 AH1814* NAVD 88     -       163.5    (meters)     536.     (feet)  VERTCON   
 AH1814  ___________________________________________________________________
 AH1814  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AH1814  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH1814
 AH1814  HORZ ORDER  -  THIRD
 AH1814
 AH1814.The horizontal coordinates were established by classical geodetic methods
 AH1814.and adjusted by the National Geodetic Survey in July 1998..
 AH1814
 AH1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1814
 AH1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1814
 AH1814.The geoid height was determined by GEOID03.
 AH1814
 AH1814;                    North         East     Units Scale Factor Converg.
 AH1814;SPC TXSC     - 4,171,846.245   690,426.367   MT  0.99986356   +0 27 23.1
 AH1814;SPC TXSC     -13,687,132.22  2,265,173.84   sFT  0.99986356   +0 27 23.1
 AH1814;UTM  14      - 3,250,522.742   590,405.568   MT  0.99970085   +0 27 25.5
 AH1814
 AH1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1814!SPC TXSC     -   0.99997840  x   0.99986356  =   0.99984196
 AH1814!UTM  14      -   0.99997840  x   0.99970085  =   0.99967926
 AH1814
 AH1814                          SUPERSEDED SURVEY CONTROL
 AH1814
 AH1814  NGVD 29 (07/28/98)  163.4    (m)          536.     (f) VERT ANG       
 AH1814
 AH1814.Superseded values are not recommended for survey control.
 AH1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1814.See file dsdata.txt to determine how the superseded data were derived.
 AH1814
 AH1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT9040650523(NAD 83)
 AH1814_MARKER: DS = TRIANGULATION STATION DISK
 AH1814
 AH1814  HISTORY     - Date     Condition        Report By
 AH1814  HISTORY     - 1961     MONUMENTED       USGS
 AH1814  HISTORY     - 20030417 GOOD             USPSQD
 AH1814
 AH1814                          STATION DESCRIPTION
 AH1814
 AH1814'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH1814'STATION IS LOCATED ABOUT 8 MI. N. OF SUTHERLAND SPRINGS, TEXAS, AND
 AH1814'ABOUT 3 MI. E. AND 2 MI. N. OF LA VERNIA, TEXAS, ON STATE FARM ROAD
 AH1814'539.  STATION IS 50 FT. W. OF CENTERLINE OF RD. AND 1.5 FT. E. OF A
 AH1814'RIGHT-OF-WAY FENCE.
 AH1814'TO REACH FROM THE POST OFFICE IN LA VERNIA, PROCEED E. ON LOOP 321 FOR
 AH1814'05 MI. TO A PAVED RD. NW. (FARM ROAD 775).  PROCEED ON 775 FOR 1.1 MI.
 AH1814'TO INTERSECTION WITH A GRADED FARM ROAD.  PROCEED STRAIGHT (NW.) ON
 AH1814'GRADED RD., FOLLOWING MAIN TRAVELED RD. FOR 2.3 MI. TO INTERSECTION
 AH1814'WITH PAVED FARM ROAD 539.  TURN LEFT (N.) AND PROCEED 0.7 MI. TO
 AH1814'STATION ON LEFT AS DESCRIBED.
 AH1814'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING 0.3
 AH1814'FT. AND STAMPED---MAT ET 1961---.
 AH1814
 AH1814                          STATION RECOVERY (2003)
 AH1814
 AH1814'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AH1814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0249 ***********************************************************************
 CU0249  DESIGNATION -  MAT RM 1
 CU0249  PID         -  CU0249
 CU0249  STATE/COUNTY-  TX/TAYLOR
 CU0249  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0249
 CU0249                         *CURRENT SURVEY CONTROL
 CU0249  ___________________________________________________________________
 CU0249* NAD 83(1986)-  32 17 31.     (N)    100 04 53.     (W)     SCALED    
 CU0249* NAVD 88     -       757.329  (meters)    2484.67   (feet)  ADJUSTED  
 CU0249  ___________________________________________________________________
 CU0249  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0249  DYNAMIC HT  -         756.316 (meters)    2481.35  (feet)  COMP
 CU0249  MODELED GRAV-     979,276.1   (mgal)                       NAVD 88
 CU0249
 CU0249  VERT ORDER  -  SECOND    CLASS 0
 CU0249
 CU0249.The horizontal coordinates were scaled from a topographic map and have
 CU0249.an estimated accuracy of +/- 6 seconds.
 CU0249
 CU0249.The orthometric height was determined by differential leveling
 CU0249.and adjusted by the National Geodetic Survey in June 1991..
 CU0249
 CU0249.The geoid height was determined by GEOID03.
 CU0249
 CU0249.The dynamic height is computed by dividing the NAVD 88
 CU0249.geopotential number by the normal gravity value computed on the
 CU0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0249.degrees latitude (g = 980.6199 gals.).
 CU0249
 CU0249.The modeled gravity was interpolated from observed gravity values.
 CU0249
 CU0249;                    North         East    Units  Estimated Accuracy
 CU0249;SPC TXNC     - 2,070,460.      451,060.      MT  (+/- 180 meters Scaled)
 CU0249
 CU0249                          SUPERSEDED SURVEY CONTROL
 CU0249
 CU0249  NGVD 29 (??/??/92)  757.129  (m)         2484.01   (f) ADJ UNCH    2 0
 CU0249
 CU0249.Superseded values are not recommended for survey control.
 CU0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0249.See file dsdata.txt to determine how the superseded data were derived.
 CU0249
 CU0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA981733(NAD 83)
 CU0249_MARKER: DR = REFERENCE MARK DISK
 CU0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0249_STAMPING: MAT NO.1 1961
 CU0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0249+STABILITY: SURFACE MOTION
 CU0249
 CU0249  HISTORY     - Date     Condition        Report By
 CU0249  HISTORY     - 1961     MONUMENTED       CGS
 CU0249  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0249
 CU0249                          STATION DESCRIPTION
 CU0249
 CU0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0249'16.4 MI W FROM VIEW.
 CU0249'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0249'AT VIEW, THENCE 7.4 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.1
 CU0249'MILE NORTH ALONG A TRACK ROAD, 36.5 FEET SOUTHEAST OF THE STATION, 1
 CU0249'FOOT WEST OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 CU0249'3 INCHES ABOVE GROUND.
 CU0249
 CU0249                          STATION RECOVERY (1994)
 CU0249
 CU0249'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2263 ***********************************************************************
 AN2263  DESIGNATION -  MATA
 AN2263  PID         -  AN2263
 AN2263  STATE/COUNTY-  TX/MATAGORDA
 AN2263  USGS QUAD   -  DECROS POINT (1973)
 AN2263
 AN2263                         *CURRENT SURVEY CONTROL
 AN2263  ___________________________________________________________________
 AN2263* NAD 83(1993)-  28 25 50.34411(N)    096 20 08.00377(W)     ADJUSTED  
 AN2263* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 AN2263  ___________________________________________________________________
 AN2263  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AN2263  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AN2263
 AN2263  HORZ ORDER  -  SECOND
 AN2263
 AN2263.The horizontal coordinates were established by classical geodetic methods
 AN2263.and adjusted by the National Geodetic Survey in February 1996..
 AN2263
 AN2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2263
 AN2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2263
 AN2263.The geoid height was determined by GEOID03.
 AN2263
 AN2263;                    North         East     Units Scale Factor Converg.
 AN2263;SPC TXSC     - 4,069,174.708   861,004.284   MT  0.99998675   +1 18 19.2
 AN2263;SPC TXSC     -13,350,284.02  2,824,811.56   sFT  0.99998675   +1 18 19.2
 AN2263;UTM  14      - 3,147,799.665   760,977.698   MT  1.00044066   +1 16 09.3
 AN2263
 AN2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2263!SPC TXSC     -   1.00000346  x   0.99998675  =   0.99999021
 AN2263!UTM  14      -   1.00000346  x   1.00044066  =   1.00044412
 AN2263
 AN2263:                Primary Azimuth Mark                     Grid Az
 AN2263:SPC TXSC     -  OSGOOD 2                                 047 33 51.5
 AN2263:UTM  14      -  OSGOOD 2                                 047 36 01.4
 AN2263
 AN2263|---------------------------------------------------------------------|
 AN2263| PID    Reference Object                     Distance      Geod. Az  |
 AN2263|                                                           dddmmss.s |
 AN2263| AN2260 OSGOOD 2                            APPROX. 5.1 KM 0485210.7 |
 AN2263| CV6551 MATA RM 1                            18.588 METERS 13713     |
 AN2263| CV6552 MATA RM 2                            18.008 METERS 27515     |
 AN2263| AN2278 PORT O CONNOR CABLE TV MAST         APPROX.10.6 KM 2761325.2 |
 AN2263| AN2277 PORT O CONNOR MUN TANK              APPROX. 8.7 KM 2821517.5 |
 AN2263|---------------------------------------------------------------------|
 AN2263
 AN2263                          SUPERSEDED SURVEY CONTROL
 AN2263
 AN2263  NAD 83(1986)-  28 25 50.35102(N)    096 20 07.98574(W) AD(       ) 2
 AN2263  NAD 27      -  28 25 49.34100(N)    096 20 07.09200(W) AD(       ) 2
 AN2263  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 AN2263
 AN2263.Superseded values are not recommended for survey control.
 AN2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2263.See file dsdata.txt to determine how the superseded data were derived.
 AN2263
 AN2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6097847800(NAD 83)
 AN2263_MARKER: DS = TRIANGULATION STATION DISK
 AN2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2263
 AN2263  HISTORY     - Date     Condition        Report By
 AN2263  HISTORY     - 1934     MONUMENTED       CGS
 AN2263  HISTORY     - 1937     GOOD             TSI
 AN2263  HISTORY     - 1938     GOOD             CGS
 AN2263  HISTORY     - 1942     GOOD             USE
 AN2263  HISTORY     - 1946     GOOD             USE
 AN2263  HISTORY     - 1950     GOOD             CGS
 AN2263  HISTORY     - 1958     GOOD             CGS
 AN2263  HISTORY     - 1959     GOOD             LOCENG
 AN2263  HISTORY     - 1969     GOOD             CGS
 AN2263  HISTORY     - 1978     GOOD             NGS
 AN2263
 AN2263                          STATION DESCRIPTION
 AN2263
 AN2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2263'STATION IS LOCATED ABOUT 4 MILES SE OF PORT O CONNOR, ABOUT
 AN2263'3-1/2 MILES NE OF DECROS POINT, ON BAY SIDE OF MATAGORDA
 AN2263'PENINSULA.  IT IS 0.2 MILE SE OF THE S SHORE OF MATAGORDA
 AN2263'BAY AND 0.3 MILE SSW OF SMALL POND.
 AN2263'
 AN2263'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2263'NO REFERENCE MARK WAS SET.
 AN2263'
 AN2263'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--HALFMOON
 AN2263'REEF LIGHT, 22 DEG.  MATAGORDA LIGHTHOUSE, 211 DEG.  AND
 AN2263'SALURIA COAST GUARD STATION, 234 DEG.
 AN2263'
 AN2263'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AN2263
 AN2263                          STATION RECOVERY (1937)
 AN2263
 AN2263'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2263'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  TOWER
 AN2263'STANDING.
 AN2263
 AN2263                          STATION RECOVERY (1938)
 AN2263
 AN2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2263'STATION WAS RECOVERED IN GOOD CONDITION.  THERE ARE NO REFERENCE
 AN2263'MARKS.
 AN2263'
 AN2263'STATION IS LOCATED ON THE BAY SIDE OF MATAGORDA PENINSULA,
 AN2263'ABOUT 3-1/2 MILES NE OF DECROS POINT, ABOUT 0.2 MILE FROM THE
 AN2263'BAY SHORE, IN THE FLAT GRASS-COVERED PRAIRIE.
 AN2263
 AN2263                          STATION RECOVERY (1942)
 AN2263
 AN2263'RECOVERY NOTE BY US ENGINEERS 1942
 AN2263'THE STATION WAS FOUND IN GOOD CONDITION.
 AN2263
 AN2263                          STATION RECOVERY (1946)
 AN2263
 AN2263'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2263'STATION FOUND TO BE IN GOOD CONDITION.  WOODEN TOWER HAS
 AN2263'BEEN BUILT OVER THIS STATION.  DESCRIPTION OF LOCATION IS
 AN2263'GOOD.
 AN2263
 AN2263                          STATION RECOVERY (1950)
 AN2263
 AN2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN2263'STATION RECOVERED IN GOOD CONDITION.  CHANGES NECESSITATE A
 AN2263'REVISED DESCRIPTION.  STATION IS LOCATED ON MATAGORDA PENINSULA,
 AN2263'APPROXIMATELY 4 MILES SE OF PORT O CONNOR, APPROXIMATELY
 AN2263'3.5 MILES NE OF DECROSS POINT, 0.2 MILE SE OF THE S SHORE OF
 AN2263'MATAGORDA BAY, 0.3 MILE SSW OF A SMALL POND, APPROXIMATELY
 AN2263'650 FEET NNE OF A SMALL AMMUNITION DUMP, 335 FEET E OF AN
 AN2263'ABANDONED ARMY FIRE CONTROL TOWER, AND ON A SMALL KNOLL WHICH
 AN2263'IS APPROXIMATELY 4 FEET HIGHER THAN THE SURROUNDING AREA.
 AN2263'
 AN2263'STATION MARK IS A BRONZE DISK, STAMPED MATA 1934, SET IN TOP
 AN2263'OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.
 AN2263'
 AN2263'THERE ARE NO REFERENCE MARKS.
 AN2263
 AN2263                          STATION RECOVERY (1958)
 AN2263
 AN2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 AN2263'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 AN2263
 AN2263                          STATION RECOVERY (1959)
 AN2263
 AN2263'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (AEB)
 AN2263'RECOVERED BY ALUM CO OF AMER.
 AN2263'
 AN2263'STATION RECOVERED IN GOOD CONDITION.  THERE WERE NO REFERENCE
 AN2263'POINTS.  A TEMPORARY 2X2-INCH FLAGSTAFF 20 FEET HIGH WAS USED
 AN2263'IN TRIANGULATION WORK.  MARK SOON TO BECOME MAJOR SURVEY
 AN2263'POINT IN CONSTRUCTION OF CONGRESSIONALLY AUTHORIZED MATAGORDA
 AN2263'SHIP CHANNEL FROM GULF VIA PASS CAVALLO, MATAGORDA BAY, LAVACA
 AN2263'BAY, TO POINT COMFORT (MITCHELL POINT).
 AN2263
 AN2263                          STATION RECOVERY (1969)
 AN2263
 AN2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2263'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 AN2263'NEW DESCRIPTION FOLLOWS--
 AN2263'
 AN2263'THE STATION IS LOCATED ON MATAGORDA PENINSULA, ABOUT 4 MILES
 AN2263'SOUTHEAST OF PORT O CONNOR, 3-1/2 MILES NORTHEAST OF DECROSS
 AN2263'POINT, 0.2 MILE SOUTHEAST OF THE SOUTH SHORE OF MATAGORDA
 AN2263'BAY AND ABOUT MIDWAY BETWEEN A JETTY ALONG THE SOUTHWEST SHORE OF
 AN2263'THE MATAGORDA SHIP CHANNEL AND A HIGH SPOIL BANK TO THE
 AN2263'SOUTHWEST.  IT IS 45-1/2 FEET SOUTHWEST OF THE APPROXIMATE
 AN2263'CENTERLINE OF A GRAVELED ROAD AND IS SURROUNDED BY FOUR
 AN2263'CEDAR POSTS.  THE SURFACE MARK IS A STANDARD DISK SET IN
 AN2263'THE TOP OF A 10 BY 10-INCH CONCRETE POST WHICH IS 6
 AN2263'INCHES BELOW GROUND SURFACE.  THE DISK IS STAMPED MATA 1934.
 AN2263'NO REFERENCE MARKS WERE SET.
 AN2263'
 AN2263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AN2263'SOUTHEAST OF PORT O CONNOR.
 AN2263
 AN2263                          STATION RECOVERY (1978)
 AN2263
 AN2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2263'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 AN2263'AND 2 WERE ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 AN2263'FOLLOWS.
 AN2263'
 AN2263'THE STATION IS LOCATED ON MATAGORDA PENINSULA ABOUT 4-1/2 MILES
 AN2263'SOUTHEAST OF PORT O CONNOR AND ABOUT 0.05 MILE SOUTHEAST OF THE
 AN2263'MOUTH OF THE MATAGORDA SHIP CHANNEL.  IT IS ON PROPERTY OWNED
 AN2263'BY MR. BERT HUEBNER, P.O. BOX 549, BAY CITY, TEXAS 77414.
 AN2263'
 AN2263'TO REACH FROM PORT O CONNOR TAKE A BOAT ACROSS THE BAY TO THE
 AN2263'SOUTHWEST END OF THE MATAGORDA PENINSULA AT THE NORTH MOUTH
 AN2263'OF THE MATAGORDA SHIP CHANNEL.  FROM HERE A FOUR WHEEL DRIVE
 AN2263'CAN BE USED TO DRIVE SOUTHERLY ABOUT 0.2 MILE TO THE STATION
 AN2263'ON THE RIGHT.
 AN2263'
 AN2263'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN2263'STAMPED---MATA 1934---,
 AN2263'SET INTO THE TOP OF SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AN2263'SIDE FLUSH WITH THE GROUND.  IT IS
 AN2263'47.6 FEET SOUTHWEST FROM THE APPROXIMATE CENTER OF A SHELL
 AN2263'ROAD AND 3.0 FEET NORTH-NORTHWEST FROM A WITNESS POST.
 AN2263'
 AN2263'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AN2263'STAMPED---MATA 1934 NO 1 1978---,
 AN2263'WELDED TO THE TOP OF A 2-INCH STEEL PIPE PROJECTING
 AN2263'3 INCHES ABOVE THE GROUND.  IT IS
 AN2263'59.0 FEET EAST-SOUTHEAST FROM A 4 BY 4-INCH WOODEN WITNESS
 AN2263'POST AND 44.0 FEET WEST-SOUTHWEST FROM THE APPROXIMATE
 AN2263'CENTER OF THE SHELL ROAD.
 AN2263'
 AN2263'REFERENCE MARK 2 IS A STANDARD NGS DISK
 AN2263'STAMPED---MATA 1934 NO 2 1978---,
 AN2263'WELDED TO THE TOP OF A 2-INCH STEEL PIPE PROJECTING
 AN2263'6 INCHES ABOVE THE GROUND.  IT IS
 AN2263'86 FEET SOUTHWEST FROM THE APPROXIMATE CENTER OF THE SHELL
 AN2263'ROAD AND 59.2 FEET WEST FROM A 4 BY 4-INCH WOODEN WITNESS
 AN2263'POST.
 AN2263'
 AN2263'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 4.5 METERS.  NO
 AN2263'MEASUREMENT BETWEEN REFERENCE MARKS DUE TO CACTUS ON LINE.
 AN2263'NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5955 ***********************************************************************
 AH5955  DESIGNATION -  MATA 1991
 AH5955  PID         -  AH5955
 AH5955  STATE/COUNTY-  TX/MATAGORDA
 AH5955  USGS QUAD   -  MATAGORDA SW (1952)
 AH5955
 AH5955                         *CURRENT SURVEY CONTROL
 AH5955  ___________________________________________________________________
 AH5955* NAD 83(1993)-  28 35 55.26843(N)    095 58 34.83439(W)     ADJUSTED  
 AH5955* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 AH5955  ___________________________________________________________________
 AH5955  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AH5955  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH5955
 AH5955  HORZ ORDER  -  THIRD
 AH5955
 AH5955.The horizontal coordinates were established by classical geodetic methods
 AH5955.and adjusted by the National Geodetic Survey in August 1998..
 AH5955
 AH5955.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5955
 AH5955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5955
 AH5955.The geoid height was determined by GEOID03.
 AH5955
 AH5955;                    North         East     Units Scale Factor Converg.
 AH5955;SPC TXSC     - 4,088,646.435   895,703.459   MT  0.99994516   +1 28 52.8
 AH5955;SPC TXSC     -13,414,167.51  2,938,653.77   sFT  0.99994516   +1 28 52.8
 AH5955;UTM  15      - 3,167,145.773   208,920.341   MT  1.00064577   -1 25 32.5
 AH5955;UTM  14      - 3,167,261.912   795,709.209   MT  1.00067931   +1 26 54.2
 AH5955
 AH5955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5955!SPC TXSC     -   1.00000355  x   0.99994516  =   0.99994871
 AH5955!UTM  15      -   1.00000355  x   1.00064577  =   1.00064933
 AH5955!UTM  14      -   1.00000355  x   1.00067931  =   1.00068287
 AH5955
 AH5955                          SUPERSEDED SURVEY CONTROL
 AH5955
 AH5955  NGVD 29 (08/21/98)    3.9    (m)           13.     (f) VERT ANG       
 AH5955
 AH5955.Superseded values are not recommended for survey control.
 AH5955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5955.See file dsdata.txt to determine how the superseded data were derived.
 AH5955
 AH5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM0892067146(NAD 83)
 AH5955_MARKER: DD = SURVEY DISK
 AH5955_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH5955_STAMPING: MATA 1991
 AH5955_MARK LOGO: NOS   
 AH5955_PROJECTION: FLUSH
 AH5955_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5955+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5955
 AH5955  HISTORY     - Date     Condition        Report By
 AH5955  HISTORY     - 1991     MONUMENTED       NOS
 AH5955
 AH5955                          STATION DESCRIPTION
 AH5955
 AH5955'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AH5955'THE STATION IS LOCATED ABOUT 16 MI (25.75 KM) ESE OF PALACIOS, 6 MI
 AH5955'(9.66 KM) S OF MATAGORDA NEAR THE END OF FARM ROAD 2031, ON PROPERTY
 AH5955'OWNED BY MR. GENE LITCHFIELD,BETWEEN A SMALL ROADSIDE PARK AND A ROW
 AH5955'OF BEACH HOUSES TOWARD THE EAST. TO REACH THE STATION FROM THE
 AH5955'MATAGORDA POST OFFICE AT THE JUNCTION OF STATE HIGHWAY 60 AND FARM
 AH5955'ROAD 2031 (FISHER AND MARKET ST.) HEAD SOUTH ON FARM ROAD 2031 FOR 6.3
 AH5955'MI (10.14 KM) TO A SIDE STREET LEFT THAT RUNS BETWEEN TWO ROWS OF
 AH5955'BEACH HOUSES. TURN LEFT AND GO EASTERLY FOR 0.1 MI (0.16 KM) TO THE
 AH5955'STATION ON THE RIGHT. THE STATION IS A STANDARD NOS DISK STAMPED MATA
 AH5955'1991 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 6 INCHES IN
 AH5955'DIAMETER AND FLUSH WITH THE GROUND. IT IS 157 FT (47.85 M) SOUTH OF
 AH5955'THE CENTERLINE OF THE SIDE STREET 142.4 FT (43.40 M) SE OF THE THIRD
 AH5955'POWER POLE EAST OF FARM ROAD 2031,129.2 FT SSW OF THE FOURTH POWER
 AH5955'POLE EAST OF FARM ROAD 2031 AND 114.5 FEET SW OF THE NEAREST PILING OF
 AH5955'THE SOUTH MOST ROW OF PILINGS THAT SUPPORT A DECK AT HOUSE NUMBER 2 ON
 AH5955'THE SIDE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0578 ***********************************************************************
 DP0578  DESIGNATION -  MATADOR
 DP0578  PID         -  DP0578
 DP0578  STATE/COUNTY-  TX/FLOYD
 DP0578  USGS QUAD   -  WAKE (1965)
 DP0578
 DP0578                         *CURRENT SURVEY CONTROL
 DP0578  ___________________________________________________________________
 DP0578* NAD 83(1993)-  33 50 01.07281(N)    101 02 28.66517(W)     ADJUSTED  
 DP0578* NAVD 88     -       726.66   (+/-2cm)    2384.1    (feet)  VERTCON   
 DP0578  ___________________________________________________________________
 DP0578  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DP0578  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DP0578
 DP0578  HORZ ORDER  -  FIRST
 DP0578  VERT ORDER  -  THIRD ? (See Below)
 DP0578
 DP0578.The horizontal coordinates were established by classical geodetic methods
 DP0578.and adjusted by the National Geodetic Survey in February 1996..
 DP0578
 DP0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0578.The vertical order pertains to the NGVD 29 superseded value.
 DP0578
 DP0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0578
 DP0578.The geoid height was determined by GEOID03.
 DP0578
 DP0578;                    North         East     Units Scale Factor Converg.
 DP0578;SPC TXNC     - 2,243,148.414   364,797.243   MT  0.99996560   -1 23 09.6
 DP0578;SPC TXNC     - 7,359,396.09  1,196,838.95   sFT  0.99996560   -1 23 09.6
 DP0578;UTM  14      - 3,745,583.566   311,108.735   MT  1.00003987   -1 08 12.8
 DP0578
 DP0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0578!SPC TXNC     -   0.99989009  x   0.99996560  =   0.99985570
 DP0578!UTM  14      -   0.99989009  x   1.00003987  =   0.99992996
 DP0578
 DP0578|---------------------------------------------------------------------|
 DP0578| PID    Reference Object                     Distance      Geod. Az  |
 DP0578|                                                           dddmmss.s |
 DP0578| CJ7826 MATADOR RM 2                         29.071 METERS 00551     |
 DP0578| CJ7825 MATADOR RM 1                         28.446 METERS 12150     |
 DP0578| CJ7824 MATADOR AZ MK                                      2224315.9 |
 DP0578| DP0577 DOUGHERTY PROD COOP ELEVATOR        APPROX.13.2 KM 3401221.8 |
 DP0578| DP0575 DOUGHERTY WATER TANK                APPROX.13.0 KM 3403500.4 |
 DP0578|---------------------------------------------------------------------|
 DP0578
 DP0578                          SUPERSEDED SURVEY CONTROL
 DP0578
 DP0578  NAD 83(1993)-  33 50 01.07618(N)    101 02 28.66300(W) AD(       ) 1
 DP0578  NAD 83(1986)-  33 50 01.07838(N)    101 02 28.65864(W) AD(       ) 1
 DP0578  NAD 27      -  33 50 00.78600(N)    101 02 27.14500(W) AD(       ) 1
 DP0578  NGVD 29 (07/19/86)  726.32   (m)         2382.9    (f) LEVELING    3  
 DP0578
 DP0578.Superseded values are not recommended for survey control.
 DP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0578.See file dsdata.txt to determine how the superseded data were derived.
 DP0578
 DP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1110945584(NAD 83)
 DP0578_MARKER: DS = TRIANGULATION STATION DISK
 DP0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0578_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0578
 DP0578  HISTORY     - Date     Condition        Report By
 DP0578  HISTORY     - 1935     MONUMENTED       CGS
 DP0578  HISTORY     - 1938     GOOD             TXHD
 DP0578  HISTORY     - 1950     GOOD             CGS
 DP0578  HISTORY     - 1964     GOOD             CGS
 DP0578  HISTORY     - 1966     GOOD             USGS
 DP0578
 DP0578                          STATION DESCRIPTION
 DP0578
 DP0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0578'STATION IS LOCATED AT THE CORNER OF CROSBY, FLOYD, MOTLEY AND
 DP0578'DICKENS COUNTIES, ON PROPERTY OWNED BY THE MATADOR LAND AND
 DP0578'CATTLE COMPANY.  MARK IS 20.90 FEET W OF A COUNTY CORNER MARKER,
 DP0578'A STONE POST 6- BY 9 INCHES, PROJECTING ABOUT 30 INCHES ABOVE
 DP0578'GROUND AND MARKED SW-MC ON THE NE SIDE OF STONE.
 DP0578'
 DP0578'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0578'BRONZE DISKS SET IN CONCRETE.
 DP0578'
 DP0578'ALL MARKS PROJECT ABOUT 8 INCHES ABOVE GROUND.
 DP0578'
 DP0578'AZIMUTH MARK IS ABOUT 0.5 MILE SW OF STATION.  REACHED FROM
 DP0578'STATION BY GOING W 0.4 MILE TO N FENCE AND GATE, THENCE S ALONG
 DP0578'FENCE FOR 0.2 MILE.  MARK IS SET IN SW FENCE CORNER.
 DP0578'
 DP0578'STATION IS REACHED FROM THE NE CORNER OF SQUARE IN CROSBYTON,
 DP0578'AT CROSBYTON SERVICE STATION BY GOING E ON U.S. HIGHWAY 62 FOR
 DP0578'3.75 MILES AND TURN N ACROSS CONCRETE CULVERT ONTO A T-ROAD
 DP0578'FOLLOWING TELEPHONE LINE FOR 3.55 MILES.  TAKE MAIN ROAD E AT
 DP0578'E EDGE OF CANYON AND GO 2.55 MILES AND TURN N ON CROSS ROAD ALONG
 DP0578'TELEPHONE LINE.  GO N 3.95 MILES AND TURN W AND GO 0.25 MILE,
 DP0578'THENCE N ALONG TELEPHONE LINE 1.6 MILES AND TURN RIGHT (E) AT
 DP0578'CROSSROADS.  GO 0.95 MILE AND TURN N AT T-ROAD JUNCTION AND GO
 DP0578'0.15 MILE.  KEEP MAIN ROAD RIGHT (E) FOR 1 MILE AND TURN
 DP0578'N.  GO N 3 MILES AND TURN E ON T-ROAD.  GO 1 MILE AND KEEP
 DP0578'STRAIGHT AHEAD AT RIGHT TURN IN MAIN ROAD FOR 0.15 MILE
 DP0578'PASSING THROUGH AUTO GATE.  TAKE RIGHT FORK OF FIELD ROAD AND
 DP0578'GO 0.45 MILE AND TURN S ACROSS FIELD AND GO ABOUT 0.15 MILE
 DP0578'TO A STONE POST 6- BY 9-INCHES AND PROJECTING ABOUT 30 INCHES
 DP0578'ABOVE GROUND AND MARKED SW-MC ON THE NE SIDE.  STATION IS
 DP0578'20.90 FEET W OF THIS STONE.
 DP0578'
 DP0578'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DP0578
 DP0578                          STATION RECOVERY (1938)
 DP0578
 DP0578'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0578'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 DP0578'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0578
 DP0578                          STATION RECOVERY (1950)
 DP0578
 DP0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 DP0578'STATION, AZIMUTH, AND REFERENCE MARKS ARE ALL IN GOOD CONDITION.
 DP0578'DESCRIPTION GOOD.
 DP0578
 DP0578                          STATION RECOVERY (1964)
 DP0578
 DP0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0578'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 DP0578'WERE RECOVERED IN GOOD CONDITION, AN ERROR WAS NOTED IN THE
 DP0578'DISTANCE TO REFERENCE MARK 1.  THE COUNTY MARKER SW-MC IS
 DP0578'APPROXIMATELY IN ITS ORIGINAL LOCATION BUT HAS BEEN DISTURBED.
 DP0578'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 DP0578'
 DP0578'THE STATION IS ABOUT 17-1/4 MILES SOUTHWEST OF MATADOR, 11-1/2
 DP0578'MILES WEST-SOUTHWEST OF ROARING SPRINGS AND 7-1/2 MILES
 DP0578'SOUTH-SOUTHEAST OF DOUGHERTY, ON PROPERTY OWNED BY THE ROCK
 DP0578'ISLAND CATTLE COMPANY.
 DP0578'
 DP0578'TO REACH THE STATION FROM THE POST OFFICE IN DOUGHERTY, GO EAST
 DP0578'AND SOUTH ON FARM ROAD 28 FOR 3.15 MILES TO FARM ROAD 684 ON
 DP0578'THE LEFT.  TURN LEFT AND GO EAST ON FARM ROAD 684 FOR 1.45 MILES
 DP0578'TO THE FLOYD-MOTLEY COUNTY LINE.  CONTINUE EAST ON THE FARM
 DP0578'ROAD FOR 0.15 MILE TO A METAL GATE ON THE RIGHT.  TURN RIGHT,
 DP0578'PASSING THROUGH GATE AND GO SOUTH ON TRACK ROAD ALONG THE WEST
 DP0578'SIDE OF A FENCE FOR 0.4 MILE TO A CORRAL.  FOLLOW THE TRACK
 DP0578'ROAD AROUND THE WEST SIDE OF THE CORRAL AND CONTINUE SOUTH
 DP0578'FOR 0.6 MILE TO A FENCE CORNER.  TURN RIGHT ON TRACK ROAD AND
 DP0578'GO WEST ALONG THE NORTH SIDE OF A FENCE FOR 0.8 MILE TO A
 DP0578'FENCE CORNER AND TWO WIRE GATES ON THE LEFT.  TURN LEFT,
 DP0578'PASSING THROUGH GATE AND GO SOUTH ON TRACK ROAD ALONG THE
 DP0578'EAST SIDE OF A FENCE FOR 4.2 MILES TO A FENCE CORNER AND
 DP0578'THE AZIMUTH MARK.  TURN LEFT AND GO NORTHEAST ACROSS
 DP0578'PASTURELAND FOR 0.6 MILE TO THE STATION.
 DP0578'
 DP0578'STATION MARK IS A STANDARD DISK, STAMPED MATADOR 1935, SET IN THE
 DP0578'TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 DP0578'6 INCHES.  IT IS 22.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DP0578'COUNTY MARKER, (NEAREST POINT) AND 6 FEET NORTHEAST OF A
 DP0578'WITNESS POST.
 DP0578'
 DP0578'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MATADOR NO 1 1935,
 DP0578'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 DP0578'PROJECTS 6 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE
 DP0578'STATION.
 DP0578'
 DP0578'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MATADOR NO 2 1935,
 DP0578'SET IN THE TOP OF CONCRETE POST 12 INCHES IN DIAMETER AND
 DP0578'PROJECTS 5 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE
 DP0578'STATION.
 DP0578'
 DP0578'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED MATADOR
 DP0578'AZI 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 DP0578'WITH THE GROUND SURFACE.  IT IS 2.3 FEET WEST OF A WITNESS
 DP0578'POST, 1.8 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 1.3 FEET
 DP0578'NORTH OF AN EAST-WEST FENCE LINE.
 DP0578'
 DP0578'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DP0578
 DP0578                          STATION RECOVERY (1966)
 DP0578
 DP0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DP0578'STATION FOUND IN GOOD CONDITION.  REACHED FROM THE POST OFFICE
 DP0578'AT DOUGHERTY BY GOING SE AND S ALONG STATE FARM ROAD 28 FOR
 DP0578'5.9 MILES, THENCE E ALONG FILED FORAD FOR 1.1 MILES TO N-S
 DP0578'FENCE LINE, CONTINUING E ON TRACK ROAD FOR 0.8 MILE TO WINDMILL.
 DP0578'THENCE S 1.8 MILES ACROSS COUNTRY TO STATION.  MARK IS A CONCRETE
 DP0578'POST WITH BRASS CAP PROJECTING 8 INCHES ABOVE GROUND.  THE
 DP0578'CORNER OF CROSBY, FLOYD, MOTELY AND DICKENS COUNTIES IS 21 FEET
 DP0578'E OF STATION MARK.
 DP0578'
 DP0578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NEAR CORNER
 DP0578'OF CROSBY, FLOYD, MOTLEY, DICKENS COUNTIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0915 ***********************************************************************
 FM0915  DESIGNATION -  MATADOR
 FM0915  PID         -  FM0915
 FM0915  STATE/COUNTY-  TX/OLDHAM
 FM0915  USGS QUAD   -  BIG GEORGE TANK (1966)
 FM0915
 FM0915                         *CURRENT SURVEY CONTROL
 FM0915  ___________________________________________________________________
 FM0915* NAD 83(1993)-  35 23 10.92991(N)    102 39 11.13986(W)     ADJUSTED  
 FM0915* NAVD 88     -      1204.1    (meters)    3950.     (feet)  VERTCON   
 FM0915  ___________________________________________________________________
 FM0915  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 FM0915  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 FM0915
 FM0915  HORZ ORDER  -  FIRST
 FM0915
 FM0915.The horizontal coordinates were established by classical geodetic methods
 FM0915.and adjusted by the National Geodetic Survey in February 1996..
 FM0915
 FM0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0915
 FM0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0915
 FM0915.The geoid height was determined by GEOID03.
 FM0915
 FM0915;                    North         East     Units Scale Factor Converg.
 FM0915;SPC TX N     - 1,154,409.982    95,245.010   MT  0.99991103   -0 40 05.7
 FM0915;SPC TX N     - 3,787,426.75    312,483.00   sFT  0.99991103   -0 40 05.7
 FM0915;UTM  13      - 3,918,420.341   713,167.281   MT  1.00016002   +1 21 34.5
 FM0915
 FM0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0915!SPC TX N     -   0.99981488  x   0.99991103  =   0.99972593
 FM0915!UTM  13      -   0.99981488  x   1.00016002  =   0.99997487
 FM0915
 FM0915:                Primary Azimuth Mark                     Grid Az
 FM0915:SPC TX N     -  MATADOR AZ MK                            117 31 50.1
 FM0915:UTM  13      -  MATADOR AZ MK                            115 30 09.9
 FM0915
 FM0915|---------------------------------------------------------------------|
 FM0915| PID    Reference Object                     Distance      Geod. Az  |
 FM0915|                                                           dddmmss.s |
 FM0915| CJ7821 MATADOR AZ MK                                      1165144.4 |
 FM0915| FM0918 AIRWAY BEACON 91                    APPROX.19.0 KM 1791959.8 |
 FM0915| CJ7822 MATADOR RM 1                         29.452 METERS 20549     |
 FM0915| CJ7823 MATADOR RM 2                         26.308 METERS 31237     |
 FM0915|---------------------------------------------------------------------|
 FM0915
 FM0915                          SUPERSEDED SURVEY CONTROL
 FM0915
 FM0915  NAD 83(1993)-  35 23 10.93562(N)    102 39 11.13357(W) AD(       ) 1
 FM0915  NAD 83(1993)-  35 23 10.93790(N)    102 39 11.13228(W) AD(       ) 1
 FM0915  NAD 83(1986)-  35 23 10.93753(N)    102 39 11.13166(W) AD(       ) 1
 FM0915  NAD 27      -  35 23 10.74800(N)    102 39 09.37700(W) AD(       ) 1
 FM0915  NGVD 29 (07/19/86) 1203.6    (m)         3949.     (f) VERT ANG       
 FM0915
 FM0915.Superseded values are not recommended for survey control.
 FM0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0915.See file dsdata.txt to determine how the superseded data were derived.
 FM0915
 FM0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV1316718420(NAD 83)
 FM0915_MARKER: DS = TRIANGULATION STATION DISK
 FM0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0915
 FM0915  HISTORY     - Date     Condition        Report By
 FM0915  HISTORY     - 1934     MONUMENTED       CGS
 FM0915
 FM0915                          STATION DESCRIPTION
 FM0915
 FM0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0915'STATION IS ABOUT 6 MILES N OF ADRIAN, ON THE HIGHEST POINT
 FM0915'OF A PROMINENT SMOOTH PASTURE HILL ON THE MATADOR RANCH,
 FM0915'WHICH IS THE MAIN DIVIDE BETWEEN LAS S, AND ALAMOCITO CREEKS,
 FM0915'4-1/2 MILES AND 206 DEGREES MAGNETIC FROM THE RANCH IN A
 FM0915'LARGE GROVE OF TREES KNOWN AS THE ALAMOCITO CAMP AND 2.3
 FM0915'MILES W OF THE ADRIAN-ALAMOCITO CAMP ROAD.  THE MARK PROJECTS
 FM0915'4 INCHES.
 FM0915'
 FM0915'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0915'BRONZE DISKS SET IN CONCRETE.
 FM0915'
 FM0915'REFERENCE MARK NO. 1 IS SSW OF THE STATION AND PROJECTS 6
 FM0915'INCHES.
 FM0915'
 FM0915'REFERENCE MARK NO. 2 IS NW OF THE STATION AND PROJECTS 4 INCHES.
 FM0915'
 FM0915'AZIMUTH MARK IS SE OF THE STATION, ON THE FIRST LOW RIDGE,
 FM0915'RUNNING NE AND SW, SE OF THE STATION AND PROJECTS 6 INCHES.
 FM0915'
 FM0915'STATION IS REACHED FROM A LARGE, ABANDONED, LUMBER YARD WHERE
 FM0915'U.S. HIGHWAY TURNS S.  LEAVE HIGHWAY 66 AND GO N ON A
 FM0915'GRADED ROAD 0.3 MILE, THEN E, 0.1 MILE.  TURN LEFT, OR N, AT
 FM0915'A TWO-STORY GREY HOUSE AND BUILDINGS, THROUGH A WIRE GATE
 FM0915'100 YARDS E OF THE HOUSE.  CONTINUE NORTHERLY ON A RANCH
 FM0915'ROAD FOR 1.1 MILES.  PASS ON THE E SIDE OF A TWO-STORY WHITE
 FM0915'HOUSE AND BUILDINGS, THROUGH A WIRE GATE 100 YARDS E OF THE
 FM0915'HOUSE.  TAKE LEFT FORK AND GO NORTHERLY 0.2 MILE PASS THROUGH
 FM0915'A WIRE GATE WHICH IS DUE N OF RANCH HOUSE.  (THIS GATE IS
 FM0915'ENTRANCE TO THE PROPERTY OF THE MATADOR LAND AND CATTLE
 FM0915'COMPANY AND IS MARKED STATE GAME REFUGE).  CONTINUE NORTHERLY
 FM0915'ON THE ONLY MAIN ROAD FOR 2.5 MILES, THEN LEFT FORK ON THE
 FM0915'MAIN ROAD, PASSING 100 YARDS W OF A LONE WINDMILL, CONTINUE N
 FM0915'0.4 MILE, THEN RIGHT FORK AND PASS 30 YARDS E OF SOME
 FM0915'CORRALS WITH RED GATES, CONTINUE N ON THE MAIN-TRAVELED
 FM0915'ROAD FOR 3.5 MILES.  AT A LONG MESQUITE BUSH ON THE E SIDE
 FM0915'OF THE ROAD WHERE MANY DEEP RUTS OR TRACKS CROSS THE ROAD
 FM0915'LEAVE THE ROAD HERE AND DRIVE W ACROSS THE COUNTRY FOR
 FM0915'1.1 MILES.  (THE STATION IS DUE W ON THE HIGHEST POINT OF
 FM0915'THE DIVIDE).  FROM A LONE MESQUITE TREE, CONTINUE W
 FM0915'OVER A SMALL KNOLL FOR 0.1 MILE INTO A DRAW.  THEN
 FM0915'FOLLOW UP THE MAIN DRAW IN A WESTERLY DIRECTION FOR 0.6
 FM0915'MILE.  WHERE THE DRAW FORKS, DRIVE W UP THE RIDGE BETWEEN
 FM0915'THE DRAWS FOR 0.6 MILE TO THE TOP OF THE RIDGE AND THE
 FM0915'STATION.
 FM0915'
 FM0915'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0732 ***********************************************************************
 EN0732  DESIGNATION -  MATADOR MUNICIPAL TANK
 EN0732  PID         -  EN0732
 EN0732  STATE/COUNTY-  TX/MOTLEY
 EN0732  USGS QUAD   -  MATADOR (1981)
 EN0732
 EN0732                         *CURRENT SURVEY CONTROL
 EN0732  ___________________________________________________________________
 EN0732* NAD 83(1993)-  34 00 46.26613(N)    100 49 16.34628(W)     ADJUSTED  
 EN0732* NAVD 88     -                                                        
 EN0732  ___________________________________________________________________
 EN0732  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 EN0732  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EN0732
 EN0732  HORZ ORDER  -  THIRD
 EN0732
 EN0732.The horizontal coordinates were established by classical geodetic methods
 EN0732.and adjusted by the National Geodetic Survey in February 1996..
 EN0732
 EN0732
 EN0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0732
 EN0732.The geoid height was determined by GEOID03.
 EN0732
 EN0732;                    North         East     Units Scale Factor Converg.
 EN0732;SPC TXNC     - 2,262,551.219   385,602.674   MT  1.00001321   -1 15 57.5
 EN0732;SPC TXNC     - 7,423,053.46  1,265,098.11   sFT  1.00001321   -1 15 57.5
 EN0732;UTM  14      - 3,765,076.320   331,830.102   MT  0.99994864   -1 01 08.3
 EN0732
 EN0732                          SUPERSEDED SURVEY CONTROL
 EN0732
 EN0732  NAD 83(1993)-  34 00 46.26850(N)    100 49 16.34470(W) AD(       ) 4
 EN0732  NAD 83(1986)-  34 00 46.27248(N)    100 49 16.33963(W) AD(       ) 4
 EN0732  NAD 27      -  34 00 45.99562(N)    100 49 14.84880(W) AD(       ) 3
 EN0732
 EN0732.Superseded values are not recommended for survey control.
 EN0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0732.See file dsdata.txt to determine how the superseded data were derived.
 EN0732
 EN0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC3183065076(NAD 83)
 EN0732_MARKER: 53 = ELEVATED TANK
 EN0732
 EN0732  HISTORY     - Date     Condition        Report By
 EN0732  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0732
 EN0732                          STATION DESCRIPTION
 EN0732
 EN0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0732'STATION IS THE TOP CENTER OF THE TANK, LOCATED 1 BLOCK NORTHEAST OF
 EN0732'THE MAIN INTERSECTION OF MATADOR AND HAS MATADOR PAINTED ON THE EAST
 EN0732'AND WEST SIDE OF THE TANK.  IT IS PAINTED SILVER, 160 FEET HIGH AND
 EN0732'SUPPORTED BY 4 STRUCTURAL STEEL LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0573 ***********************************************************************
 DP0573  DESIGNATION -  MATADOR TV RELAY MST WEST
 DP0573  PID         -  DP0573
 DP0573  STATE/COUNTY-  TX/MOTLEY
 DP0573  USGS QUAD   -  MAC BAIN (1981)
 DP0573
 DP0573                         *CURRENT SURVEY CONTROL
 DP0573  ___________________________________________________________________
 DP0573* NAD 83(1993)-  33 58 51.96914(N)    100 54 51.01448(W)     ADJUSTED  
 DP0573* NAVD 88     -                                                        
 DP0573  ___________________________________________________________________
 DP0573  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 DP0573  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DP0573
 DP0573  HORZ ORDER  -  THIRD
 DP0573
 DP0573.The horizontal coordinates were established by classical geodetic methods
 DP0573.and adjusted by the National Geodetic Survey in February 1996..
 DP0573
 DP0573
 DP0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0573
 DP0573.The geoid height was determined by GEOID03.
 DP0573
 DP0573;                    North         East     Units Scale Factor Converg.
 DP0573;SPC TXNC     - 2,259,223.948   376,936.709   MT  1.00000406   -1 19 00.0
 DP0573;SPC TXNC     - 7,412,137.24  1,236,666.52   sFT  1.00000406   -1 19 00.0
 DP0573;UTM  14      - 3,761,711.900   323,178.909   MT  0.99998543   -1 04 12.5
 DP0573
 DP0573                          SUPERSEDED SURVEY CONTROL
 DP0573
 DP0573  NAD 83(1993)-  33 58 51.97169(N)    100 54 51.01260(W) AD(       ) 4
 DP0573  NAD 83(1986)-  33 58 51.97560(N)    100 54 51.00753(W) AD(       ) 4
 DP0573  NAD 27      -  33 58 51.69774(N)    100 54 49.51209(W) AD(       ) 3
 DP0573
 DP0573.Superseded values are not recommended for survey control.
 DP0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0573.See file dsdata.txt to determine how the superseded data were derived.
 DP0573
 DP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2317961712(NAD 83)
 DP0573_MARKER: 44 = MICROWAVE MAST
 DP0573
 DP0573  HISTORY     - Date     Condition        Report By
 DP0573  HISTORY     - 1964     FIRST OBSERVED   CGS
 DP0573
 DP0573                          STATION DESCRIPTION
 DP0573
 DP0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0573'STATION IS THE TOP CENTER OF THE MAST, LOCATED ABOUT 6 MILES WEST
 DP0573'SOUTHWEST OF MATADOR, 0.3 MILE SOUTH OF U.S. HIGHWAY 62 AND 70 AND
 DP0573'ON A HIGH POINT OF RIDGE.  THE MAST IS STRUCTURAL STEEL, PAINTED
 DP0573'RED AND WHITE AND ABOUT 200 FEET HIGH.  THE MAST RELAYS TELEVISION
 DP0573'INTO THE MATADOR AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0733 ***********************************************************************
 EN0733  DESIGNATION -  MATADOR TV RELAY MST
 EN0733  PID         -  EN0733
 EN0733  STATE/COUNTY-  TX/MOTLEY
 EN0733  USGS QUAD   -  MATADOR (1981)
 EN0733
 EN0733                         *CURRENT SURVEY CONTROL
 EN0733  ___________________________________________________________________
 EN0733* NAD 83(1993)-  34 00 07.68575(N)    100 49 39.32076(W)     ADJUSTED  
 EN0733* NAVD 88     -                                                        
 EN0733  ___________________________________________________________________
 EN0733  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 EN0733  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EN0733
 EN0733  HORZ ORDER  -  THIRD
 EN0733
 EN0733.The horizontal coordinates were established by classical geodetic methods
 EN0733.and adjusted by the National Geodetic Survey in February 1996..
 EN0733
 EN0733
 EN0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0733
 EN0733.The geoid height was determined by GEOID03.
 EN0733
 EN0733;                    North         East     Units Scale Factor Converg.
 EN0733;SPC TXNC     - 2,261,375.808   384,986.982   MT  1.00001009   -1 16 10.0
 EN0733;SPC TXNC     - 7,419,197.13  1,263,078.12   sFT  1.00001009   -1 16 10.0
 EN0733;UTM  14      - 3,763,898.338   331,219.523   MT  0.99995117   -1 01 20.2
 EN0733
 EN0733                          SUPERSEDED SURVEY CONTROL
 EN0733
 EN0733  NAD 83(1993)-  34 00 07.68819(N)    100 49 39.31915(W) AD(       ) 4
 EN0733  NAD 83(1986)-  34 00 07.69214(N)    100 49 39.31403(W) AD(       ) 4
 EN0733  NAD 27      -  34 00 07.41454(N)    100 49 37.82410(W) AD(       ) 3
 EN0733
 EN0733.Superseded values are not recommended for survey control.
 EN0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0733.See file dsdata.txt to determine how the superseded data were derived.
 EN0733
 EN0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC3122063898(NAD 83)
 EN0733_MARKER: 44 = MICROWAVE MAST
 EN0733
 EN0733  HISTORY     - Date     Condition        Report By
 EN0733  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0733
 EN0733                          STATION DESCRIPTION
 EN0733
 EN0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0733'STATION IS THE TOP CENTER OF THE MAST, LOCATED ABOUT 0.8 MILE SOUTH
 EN0733'SOUTHWEST OF MATADOR AND ABOUT 300 FEET EAST OF STATE HIGHWAY 70.
 EN0733'IT IS ABOUT 365 FEET HIGH, PAINTED ALTERNATELY RED AND WHITE AND
 EN0733'CONSTRUCTED OF STRUCTURAL STEEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0519 ***********************************************************************
 AM0519  DESIGNATION -  MATAGORDA CO RECLAMATION STA E
 AM0519  PID         -  AM0519
 AM0519  STATE/COUNTY-  TX/MATAGORDA
 AM0519  USGS QUAD   -  MATAGORDA (1972)
 AM0519
 AM0519                         *CURRENT SURVEY CONTROL
 AM0519  ___________________________________________________________________
 AM0519* NAD 83(1993)-  28 37 39.59184(N)    095 57 01.77324(W)     ADJUSTED  
 AM0519* NAVD 88     -                                                        
 AM0519  ___________________________________________________________________
 AM0519  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AM0519  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AM0519
 AM0519  HORZ ORDER  -  THIRD
 AM0519
 AM0519.The horizontal coordinates were established by classical geodetic methods
 AM0519.and adjusted by the National Geodetic Survey in February 1996..
 AM0519
 AM0519
 AM0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0519
 AM0519.The geoid height was determined by GEOID03.
 AM0519
 AM0519;                    North         East     Units Scale Factor Converg.
 AM0519;SPC TXSC     - 4,091,922.493   898,147.231   MT  0.99993884   +1 29 38.4
 AM0519;SPC TXSC     -13,424,915.71  2,946,671.37   sFT  0.99993884   +1 29 38.4
 AM0519;UTM  15      - 3,170,295.828   211,528.969   MT  1.00062711   -1 24 52.6
 AM0519;UTM  14      - 3,170,539.031   798,156.659   MT  1.00069725   +1 27 43.7
 AM0519
 AM0519                          SUPERSEDED SURVEY CONTROL
 AM0519
 AM0519  NAD 83(1986)-  28 37 39.59990(N)    095 57 01.75408(W) AD(       ) 4
 AM0519  NAD 27      -  28 37 38.62600(N)    095 57 00.88800(W) AD(       ) 3
 AM0519
 AM0519.Superseded values are not recommended for survey control.
 AM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0519.See file dsdata.txt to determine how the superseded data were derived.
 AM0519
 AM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM1152970296(NAD 83)
 AM0519_MARKER: 55 = TOWER
 AM0519
 AM0519  HISTORY     - Date     Condition        Report By
 AM0519  HISTORY     - 1934     FIRST OBSERVED   TX-321
 AM0519  HISTORY     - 1938     GOOD             CGS
 AM0519  HISTORY     - 1947     MARK NOT FOUND   CGS
 AM0519
 AM0519                          STATION DESCRIPTION
 AM0519
 AM0519'DESCRIBED BY MATAGORDA COUNTY TEXAS 1934 (EOH)
 AM0519'STATION IS LOCATED ABOUT 4-1/2 MILES S FROM MATAGORDA AND
 AM0519'ABOUT 2-1/2 MILES SE FROM TIGER ISLAND, ON MATAGORDA PENINSULA.
 AM0519'
 AM0519'STATION IS A TEMPORARY ONE ESTABLISHED BY THE MATAGORDA
 AM0519'COUNTY RECLAMATION DISTRICT AND WAS LOCATED ON THIS SURVEY
 AM0519'MAINLY AS A CONTROL POINT FOR AERIAL PHOTO REDUCTION.  THERE
 AM0519'ARE NO MARKS AND STATION WILL PROBABLY NOT BE RECOVERABLE.
 AM0519
 AM0519                          STATION RECOVERY (1938)
 AM0519
 AM0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AM0519'THIS IS AN UNMARKED STATION.  THE TEMPORARY WOODEN TOWER
 AM0519'ERECTED OVER THIS POINT WAS STANDING.
 AM0519'
 AM0519'STATION IS LOCATED ON THE BAY SIDE OF THE PENINSULA, ABOUT
 AM0519'1-1/4 MILES E OF THE COLORADO RIVER CHANNEL THROUGH MATAGORDA
 AM0519'PENINSULA.
 AM0519
 AM0519                          STATION RECOVERY (1947)
 AM0519
 AM0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0519'THIS WAS AN UNMARKED STATION AND NO INDICATION OF ITS LOCATION
 AM0519'WAS DISCOVERED.
 AM0519'
 AM0519'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0521 ***********************************************************************
 AM0521  DESIGNATION -  MATAGORDA CO RECLAMATION STA D
 AM0521  PID         -  AM0521
 AM0521  STATE/COUNTY-  TX/MATAGORDA
 AM0521  USGS QUAD   -  MATAGORDA (1972)
 AM0521
 AM0521                         *CURRENT SURVEY CONTROL
 AM0521  ___________________________________________________________________
 AM0521* NAD 83(1993)-  28 39 36.09993(N)    095 58 05.02267(W)     ADJUSTED  
 AM0521* NAVD 88     -                                                        
 AM0521  ___________________________________________________________________
 AM0521  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AM0521  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AM0521
 AM0521  HORZ ORDER  -  THIRD
 AM0521
 AM0521.The horizontal coordinates were established by classical geodetic methods
 AM0521.and adjusted by the National Geodetic Survey in February 1996..
 AM0521
 AM0521
 AM0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0521
 AM0521.The geoid height was determined by GEOID03.
 AM0521
 AM0521;                    North         East     Units Scale Factor Converg.
 AM0521;SPC TXSC     - 4,095,463.223   896,336.914   MT  0.99993209   +1 29 07.4
 AM0521;SPC TXSC     -13,436,532.26  2,940,732.03   sFT  0.99993209   +1 29 07.4
 AM0521;UTM  15      - 3,173,926.407   209,899.557   MT  1.00063874   -1 25 28.2
 AM0521;UTM  14      - 3,174,083.415   796,346.892   MT  1.00068396   +1 27 18.8
 AM0521
 AM0521                          SUPERSEDED SURVEY CONTROL
 AM0521
 AM0521  NAD 83(1986)-  28 39 36.10797(N)    095 58 05.00384(W) AD(       ) 4
 AM0521  NAD 27      -  28 39 35.14200(N)    095 58 04.14000(W) AD(       ) 3
 AM0521
 AM0521.Superseded values are not recommended for survey control.
 AM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0521.See file dsdata.txt to determine how the superseded data were derived.
 AM0521
 AM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM0990073926(NAD 83)
 AM0521
 AM0521  HISTORY     - Date     Condition        Report By
 AM0521  HISTORY     - 1934     FIRST OBSERVED   TX-321
 AM0521  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AM0521
 AM0521                          STATION DESCRIPTION
 AM0521
 AM0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0521'STATION IS LOCATED ABOUT 1.25 MILES S OF THE INTERSECTION
 AM0521'OF THE COLORADO RIVER AND THE INTRACOSTAL CANAL.  IT IS IN
 AM0521'THE MARSH ABOUT 1,500 FEET W OF THE W BANK OF THE RIVER AND
 AM0521'ABOUT 600 FEET E OF AN ARM OF MATAGORDA BAY.
 AM0521'
 AM0521'THE STATION WAS ORIGINALLY UNMARKED BUT HAS BEEN REESTABLISHED
 AM0521'BY TRAVERSE BY THE U.S.E. AND IS NOW MARKED BY A 2 BY 4
 AM0521'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2269 ***********************************************************************
 AN2269  DESIGNATION -  MATAGORDA LIGHTHOUSE 1906
 AN2269  PID         -  AN2269
 AN2269  STATE/COUNTY-  TX/CALHOUN
 AN2269  USGS QUAD   -  PASS CAVALLO SW (1973)
 AN2269
 AN2269                         *CURRENT SURVEY CONTROL
 AN2269  ___________________________________________________________________
 AN2269* NAD 83(1993)-  28 20 16.39950(N)    096 25 26.64951(W)     ADJUSTED  
 AN2269* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2269  ___________________________________________________________________
 AN2269  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AN2269  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AN2269
 AN2269  HORZ ORDER  -  SECOND
 AN2269
 AN2269.The horizontal coordinates were established by classical geodetic methods
 AN2269.and adjusted by the National Geodetic Survey in February 1996..
 AN2269
 AN2269.The orthometric height was scaled from a topographic map.
 AN2269
 AN2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2269
 AN2269.The geoid height was determined by GEOID03.
 AN2269
 AN2269;                    North         East     Units Scale Factor Converg.
 AN2269;SPC TXSC     - 4,058,702.491   852,561.574   MT  1.00001335   +1 15 43.1
 AN2269;SPC TXSC     -13,315,926.42  2,797,112.43   sFT  1.00001335   +1 15 43.1
 AN2269;UTM  14      - 3,137,328.627   752,524.661   MT  1.00038709   +1 13 24.1
 AN2269
 AN2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2269!SPC TXSC     -   1.00000388  x   1.00001335  =   1.00001723
 AN2269!UTM  14      -   1.00000388  x   1.00038709  =   1.00039098
 AN2269
 AN2269                          SUPERSEDED SURVEY CONTROL
 AN2269
 AN2269  NAD 83(1986)-  28 20 16.40679(N)    096 25 26.63216(W) AD(       ) 2
 AN2269  NAD 27      -  28 20 15.38800(N)    096 25 25.72900(W) AD(       ) 2
 AN2269
 AN2269.Superseded values are not recommended for survey control.
 AN2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2269.See file dsdata.txt to determine how the superseded data were derived.
 AN2269
 AN2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5252537329(NAD 83)
 AN2269_MARKER: 13 = LIGHTHOUSE
 AN2269
 AN2269  HISTORY     - Date     Condition        Report By
 AN2269  HISTORY     - 1906     FIRST OBSERVED   CGS
 AN2269  HISTORY     - 1934     GOOD             CGS
 AN2269  HISTORY     - 1943     GOOD             USE
 AN2269  HISTORY     - 1948     GOOD             CGS
 AN2269  HISTORY     - 1951     GOOD             ATRECO
 AN2269  HISTORY     - 1959     GOOD             DOWCO
 AN2269  HISTORY     - 1964     GOOD             CGS
 AN2269  HISTORY     - 1969     GOOD             CGS
 AN2269  HISTORY     - 1978     GOOD             NGS
 AN2269
 AN2269                          STATION DESCRIPTION
 AN2269
 AN2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2269'STATION IS LOCATED ABOUT 7-1/2 MILES S OF PORT O CONNOR,
 AN2269'ON THE NE END OF MATAGORDA ISLAND.  IT IS ABOUT 1 MILE N OF THE
 AN2269'GULF BEACH, 1 MILE SE OF ESPIRITU SANTO BAY SHORE, AND 1 MILE
 AN2269'NW OF POINT WHERE GULF SHORE TURNS FROM E TO N.
 AN2269'
 AN2269'THE STATION IS NOT MARKED AND THERE ARE NO REFERENCE MARKS.
 AN2269'
 AN2269'THE STATION WAS OBSERVED FROM AN ECCENTRIC POINT ON A NARROW
 AN2269'BALCONY AROUND THE STRUCTURE.  FROM OTHER STATIONS IN THE SCHEME
 AN2269'THE LIGHT WAS OBSERVED.
 AN2269
 AN2269                          STATION RECOVERY (1943)
 AN2269
 AN2269'RECOVERY NOTE BY US ENGINEERS 1943
 AN2269'STATION SURVIVED THE HURRICANE OF AUGUST 1942.
 AN2269
 AN2269                          STATION RECOVERY (1948)
 AN2269
 AN2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2269'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 AN2269'ADEQUATE.
 AN2269
 AN2269                          STATION RECOVERY (1951)
 AN2269
 AN2269'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1951
 AN2269'RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.  IT IS 7 MILES
 AN2269'S OF PORT O CONNOR.
 AN2269
 AN2269                          STATION RECOVERY (1959)
 AN2269
 AN2269'RECOVERY NOTE BY DOW CHEMICAL COMPANY 1959 (EWM)
 AN2269'STATION WAS RECOVERED IN GOOD CONDITION.
 AN2269
 AN2269                          STATION RECOVERY (1964)
 AN2269
 AN2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AN2269'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN2269
 AN2269                          STATION RECOVERY (1969)
 AN2269
 AN2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2269'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 AN2269'GOOD CONDITION.  THE LIGHTHOUSE IS STILL IN OPERATION.
 AN2269'
 AN2269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 AN2269'SOUTH OF PORT O CONNOR.
 AN2269
 AN2269                          STATION RECOVERY (1978)
 AN2269
 AN2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2269'THE STATION, MATAGORDA LIGHTHOUSE, WAS RECOVERED.  THE LIGHT
 AN2269'WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0147 ***********************************************************************
 AM0147  DESIGNATION -  MATAGORDA LONGITUDE RM 2
 AM0147  PID         -  AM0147
 AM0147  STATE/COUNTY-  TX/MATAGORDA
 AM0147  USGS QUAD   -  MATAGORDA (1972)
 AM0147
 AM0147                         *CURRENT SURVEY CONTROL
 AM0147  ___________________________________________________________________
 AM0147* NAD 83(1986)-  28 41 29.     (N)    095 58 18.     (W)     SCALED    
 AM0147* NAVD 88     -         2.70   (+/-2cm)       8.9    (feet)  VERTCON   
 AM0147  ___________________________________________________________________
 AM0147  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AM0147
 AM0147  VERT ORDER  -  THIRD (See Below)
 AM0147
 AM0147.The horizontal coordinates were scaled from a topographic map and have
 AM0147.an estimated accuracy of +/- 6 seconds.
 AM0147
 AM0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0147.The vertical order pertains to the NGVD 29 superseded value.
 AM0147
 AM0147.The geoid height was determined by GEOID03.
 AM0147
 AM0147;                    North         East    Units  Estimated Accuracy
 AM0147;SPC TXSC     - 4,098,930.      895,900.      MT  (+/- 180 meters Scaled)
 AM0147
 AM0147                          SUPERSEDED SURVEY CONTROL
 AM0147
 AM0147  NGVD 29 (??/??/??)    2.76   (m)            9.1    (f) RESET       3  
 AM0147
 AM0147.Superseded values are not recommended for survey control.
 AM0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0147.See file dsdata.txt to determine how the superseded data were derived.
 AM0147
 AM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM096774(NAD 83)
 AM0147_MARKER: DR = REFERENCE MARK DISK
 AM0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0147_STAMPING: MATAGORDA NO 2 LONGITUDE STATION 1911 1931.34
 AM0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0147+STABILITY: SURFACE MOTION
 AM0147
 AM0147  HISTORY     - Date     Condition        Report By
 AM0147  HISTORY     - 1931     MONUMENTED       CGS
 AM0147  HISTORY     - 1951     GOOD             NGS
 AM0147  HISTORY     - 1978     GOOD             NGS
 AM0147  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0147
 AM0147                          STATION DESCRIPTION
 AM0147
 AM0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0147'IN MATAGORDA.
 AM0147'AT MATAGORDA, 0.2 MILE SOUTHWEST OF TRIANGULATION STATION MATAGORDA
 AM0147'1911 1931 34, 2 BLOCKS SOUTHWEST OF THE HIGH SCHOOL, IN THE NORTH
 AM0147'CORNER OF A LAWN WHICH BELONGS TO O.R. MOBERLEY, 52 FEET NORTH OF THE
 AM0147'NORTH CORNER OF A WHITE HOUSE, 100 FEET NORTHEAST OF THE CENTER LINE
 AM0147'OF A DRIVEWAY, 42 FEET SOUTHEAST OF THE CENTER LINE OF A NORTHEAST AND
 AM0147'SOUTHWEST SHELL STREET, 32 FEET SOUTHWEST OF THE CENTER LINE OF A
 AM0147'NORTHWEST AND SOUTHEAST SHELL STREET, 14 FEET SOUTHWEST OF THE
 AM0147'NORTHEAST EDGE OF A CONCRETE CURB, 13.7 FEET SOUTHEAST OF THE
 AM0147'NORTHWEST EDGE OF A CONCRETE CURB, SET IN THE TOP OF A CONCRETE POST
 AM0147'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AM0147
 AM0147                          STATION RECOVERY (1978)
 AM0147
 AM0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0147'IN MATAGORDA, AT THE JUNCTION OF WIGHTMAN STREET AND MULBERRY STREET,
 AM0147'0.2 MILE SOUTHWEST OF TRIANGLATION STATION MATAGORDA 1911 1931 .34,
 AM0147'2 BLOCKS SOUTHWEST OF THE ELEMENTARY SCHOOL, 42 FT. SOUTHEAST OF THE
 AM0147'CENTER LINE WIGHTMAN STREET, 32 FT. SOUTHWEST OF THE CENTER LINE OF
 AM0147'MULBERRY STREET, IN THE NORTH CORNER OF A LAWN, 4 FT. SOUTHEAST OF
 AM0147'A TWIN TRUNKED PALM TREE, 13 FT. SOUTHEAST OF A POWERLINE POLE.
 AM0147
 AM0147                          STATION RECOVERY (2006)
 AM0147
 AM0147'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0147'COULD NOT CONFIRM AS THERE IS A LARGE BED OF CACTUS AT THIS GP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0148 ***********************************************************************
 AM0148  DESIGNATION -  MATAGORDA LONGITUDE 1931
 AM0148  PID         -  AM0148
 AM0148  STATE/COUNTY-  TX/MATAGORDA
 AM0148  USGS QUAD   -  MATAGORDA (1972)
 AM0148
 AM0148                         *CURRENT SURVEY CONTROL
 AM0148  ___________________________________________________________________
 AM0148* NAD 83(1986)-  28 41 36.     (N)    095 58 08.     (W)     SCALED    
 AM0148* NAVD 88     -         3.31   (+/-2cm)      10.9    (feet)  VERTCON   
 AM0148  ___________________________________________________________________
 AM0148  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AM0148
 AM0148  VERT ORDER  -  THIRD (See Below)
 AM0148
 AM0148.The horizontal coordinates were scaled from a topographic map and have
 AM0148.an estimated accuracy of +/- 6 seconds.
 AM0148
 AM0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0148.The vertical order pertains to the NGVD 29 superseded value.
 AM0148
 AM0148.The geoid height was determined by GEOID03.
 AM0148
 AM0148;                    North         East    Units  Estimated Accuracy
 AM0148;SPC TXSC     - 4,099,150.      896,160.      MT  (+/- 180 meters Scaled)
 AM0148
 AM0148                          SUPERSEDED SURVEY CONTROL
 AM0148
 AM0148  NGVD 29 (??/??/??)    3.36   (m)           11.0    (f) RESET       3  
 AM0148
 AM0148.Superseded values are not recommended for survey control.
 AM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0148.See file dsdata.txt to determine how the superseded data were derived.
 AM0148
 AM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM099776(NAD 83)
 AM0148_MARKER: DS = TRIANGULATION STATION DISK
 AM0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0148_SP_SET: PIER
 AM0148_STAMPING: MATAGORDA LONG ASTRONOMICAL STATION 1911 1931.34
 AM0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0148+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2006
 AM0148
 AM0148  HISTORY     - Date     Condition        Report By
 AM0148  HISTORY     - 1931     MONUMENTED       CGS
 AM0148  HISTORY     - 1951     GOOD             NGS
 AM0148  HISTORY     - 1978     GOOD             NGS
 AM0148  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0148  HISTORY     - 20060528 GOOD             GEOCAC
 AM0148
 AM0148                          STATION DESCRIPTION
 AM0148
 AM0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0148'IN MATAGORDA.
 AM0148'AT MATAGORDA, 0.2 MILE SOUTH OF THE GULF, COLORADO AND SANTA FE
 AM0148'RAILROAD STATION, 0.1 MILE NORTHWEST OF THE CATHOLIC CHURCH, ON A
 AM0148'VACANT LOT, 222 FEET EAST OF THE NORTHEAST CORNER OF THE HIGH SCHOOL
 AM0148'BUILDING, 156 FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST AND
 AM0148'SOUTHEAST SHELL STREET, 72 FEET NORTHWEST OF THE CENTER LINE OF A
 AM0148'NORTHEAST AND SOUTHWEST SHELL STREET, SET IN THE TOP OF THE CENTER OF
 AM0148'A 3 X 1.5 FOOT CONCRETE PIER WHICH PROJECTS 2 FEET ABOVE THE GROUND.
 AM0148
 AM0148                          STATION RECOVERY (1978)
 AM0148
 AM0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0148'AT THE JUNCTION OF WIGHTMAN AND CYPRESS STREETS, 1 BLOCK NORTH OF THE
 AM0148'ELEMENTARY SCHOOL, 70 FT. NORTHWEST OF THE CENTER LINE OF WIGHTMAN
 AM0148'STREET, 155 FT. SE OF THE CENTER LINE OF CYPRESS STREET, 185 FT. NORTH
 AM0148'OF THE NORTHEAST CORNER OF THE ELEMENTARY SCHOOL BUILDING, SET IN THE
 AM0148'TOP OF THE CENTER OF A 3X1.5 FT. CONCRETE PIER IN A VACANT LOT.
 AM0148
 AM0148                          STATION RECOVERY (2006)
 AM0148
 AM0148'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0148'COULD NOT FIND THIS DATE.  THERE IS NO SIGN OF THE CONCRETE.
 AM0148
 AM0148                          STATION RECOVERY (2006)
 AM0148
 AM0148'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AM0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0149 ***********************************************************************
 AM0149  DESIGNATION -  MATAGORDA LONGITUDE RM 1
 AM0149  PID         -  AM0149
 AM0149  STATE/COUNTY-  TX/MATAGORDA
 AM0149  USGS QUAD   -  MATAGORDA (1972)
 AM0149
 AM0149                         *CURRENT SURVEY CONTROL
 AM0149  ___________________________________________________________________
 AM0149* NAD 83(1986)-  28 41 35.     (N)    095 58 06.     (W)     SCALED    
 AM0149* NAVD 88     -         2.86   (+/-2cm)       9.4    (feet)  VERTCON   
 AM0149  ___________________________________________________________________
 AM0149  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AM0149
 AM0149  VERT ORDER  -  THIRD (See Below)
 AM0149
 AM0149.The horizontal coordinates were scaled from a topographic map and have
 AM0149.an estimated accuracy of +/- 6 seconds.
 AM0149
 AM0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0149.The vertical order pertains to the NGVD 29 superseded value.
 AM0149
 AM0149.The geoid height was determined by GEOID03.
 AM0149
 AM0149;                    North         East    Units  Estimated Accuracy
 AM0149;SPC TXSC     - 4,099,120.      896,220.      MT  (+/- 180 meters Scaled)
 AM0149
 AM0149                          SUPERSEDED SURVEY CONTROL
 AM0149
 AM0149  NGVD 29 (??/??/??)    2.91   (m)            9.5    (f) RESET       3  
 AM0149
 AM0149.Superseded values are not recommended for survey control.
 AM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0149.See file dsdata.txt to determine how the superseded data were derived.
 AM0149
 AM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM099775(NAD 83)
 AM0149_MARKER: DR = REFERENCE MARK DISK
 AM0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0149_STAMPING: MATAGORDA NO 1 1911 1931. 34 LONGITUDE STATION
 AM0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0149+STABILITY: SURFACE MOTION
 AM0149
 AM0149  HISTORY     - Date     Condition        Report By
 AM0149  HISTORY     - 1931     MONUMENTED       CGS
 AM0149  HISTORY     - 1951     GOOD             NGS
 AM0149  HISTORY     - 1978     GOOD             NGS
 AM0149  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0149  HISTORY     - 20060528 POOR             GEOCAC
 AM0149
 AM0149                          STATION DESCRIPTION
 AM0149
 AM0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0149'IN MATAGORDA.
 AM0149'AT MATAGORDA, 1 BLOCK NORTHEAST OF THE HIGH SCHOOL, 165.0 FEET EAST OF
 AM0149'TRIANGULATION STATION MATAGORDA 1911 1931.34, IN THE NORTH CORNER OF A
 AM0149'LAWN, 26.5 FEET NORTH OF THE NORTH CORNER OF A WHITE FRAME HOUSE, 38.5
 AM0149'FEET SOUTHEAST OF THE CENTER LINE OF A NORTHEAST AND SOUTHWEST SHELL
 AM0149'STREET, 35 FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST AND
 AM0149'SOUTHEAST SHELL STREET, SET IN THE TOP OF A CONCRETE POST WHICH
 AM0149'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 500 FEET
 AM0149'NORTHWEST OF THE CATHOLIC CHURCH.
 AM0149
 AM0149                          STATION RECOVERY (1978)
 AM0149
 AM0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0149'IN MATAGORDA, 1 BLOCK NORTHEAST OF THE ELEMENTARY SCHOOL, 165 FT. EAST
 AM0149'OF TRIANGLATION STATION MATAGORDA 1911 1931 .34, IN THE NORTH CORNER
 AM0149'OF A LAWN, 38 FT. SOUTHEAST OF THE CENTER LINE OF CYPRESS STREET, 35 F
 AM0149'SOUTHWEST OF THE CENTER LINE OF WIGHTMAN STREET, 26 FT. NORTH OF THE
 AM0149'NORTH CORNER OF A WHITE FRAME HOUSE.
 AM0149
 AM0149                          STATION RECOVERY (2006)
 AM0149
 AM0149'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0149'FOUND THE CONCRETE AND THE HOLE WHERE THE MARK HAD BEEN. THE DISK IS
 AM0149'GONE.
 AM0149
 AM0149                          STATION RECOVERY (2006)
 AM0149
 AM0149'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AM0149'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0522 ***********************************************************************
 AM0522  DESIGNATION -  MATAGORDA LONGITUDE STA
 AM0522  PID         -  AM0522
 AM0522  STATE/COUNTY-  TX/MATAGORDA
 AM0522  USGS QUAD   -  MATAGORDA (1972)
 AM0522
 AM0522                         *CURRENT SURVEY CONTROL
 AM0522  ___________________________________________________________________
 AM0522* NAD 83(1993)-  28 41 36.38089(N)    095 58 08.16912(W)     ADJUSTED  
 AM0522* NAVD 88     -         3.30   (+/-2cm)      10.8    (feet)  VERTCON   
 AM0522  ___________________________________________________________________
 AM0522  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AM0522  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AM0522
 AM0522  HORZ ORDER  -  FIRST
 AM0522  VERT ORDER  -  THIRD ? (See Below)
 AM0522
 AM0522.The horizontal coordinates were established by classical geodetic methods
 AM0522.and adjusted by the National Geodetic Survey in February 1996..
 AM0522
 AM0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0522.The vertical order pertains to the NGVD 29 superseded value.
 AM0522
 AM0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0522
 AM0522.The geoid height was determined by GEOID03.
 AM0522
 AM0522;                    North         East     Units Scale Factor Converg.
 AM0522;SPC TXSC     - 4,099,162.499   896,155.554   MT  0.99992545   +1 29 05.8
 AM0522;SPC TXSC     -13,448,668.97  2,940,137.01   sFT  0.99992545   +1 29 05.8
 AM0522;UTM  15      - 3,177,632.750   209,906.280   MT  1.00063868   -1 25 35.2
 AM0522;UTM  14      - 3,177,785.576   796,167.295   MT  1.00068264   +1 27 22.8
 AM0522
 AM0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0522!SPC TXSC     -   1.00000366  x   0.99992545  =   0.99992911
 AM0522!UTM  15      -   1.00000366  x   1.00063868  =   1.00064235
 AM0522!UTM  14      -   1.00000366  x   1.00068264  =   1.00068631
 AM0522
 AM0522:                Primary Azimuth Mark                     Grid Az
 AM0522:SPC TXSC     -  WADSWORTH ROUGLEY GIN CO TANK            010 38 09.0
 AM0522:UTM  15      -  WADSWORTH ROUGLEY GIN CO TANK            013 32 50.0
 AM0522:UTM  14      -  WADSWORTH ROUGLEY GIN CO TANK            010 39 52.0
 AM0522
 AM0522|---------------------------------------------------------------------|
 AM0522| PID    Reference Object                     Distance      Geod. Az  |
 AM0522|                                                           dddmmss.s |
 AM0522| AM0529 WADSWORTH ROUGLEY GIN CO TANK       APPROX.15.8 KM 0120714.8 |
 AM0522| AM0528 POOLE CATTLE CO NORTHWEST SILO      APPROX.17.1 KM 0284921.4 |
 AM0522| AM0527 POOLE CATTLE CO SOUTHEAST SILO      APPROX.17.1 KM 0285351.0 |
 AM0522| CV6553 MATAGORDA LONG STA RM 1              50.505 METERS 10259     |
 AM0522| CV6554 MATAGORDA LONG STA RM 2                            2345406.6 |
 AM0522| AN2232 CAMP HULEN TANK                     APPROX.27.2 KM 2705344.2 |
 AM0522| AN2230 PALACIOS MUNICIPAL TANK             APPROX.24.2 KM 2724039.0 |
 AM0522|---------------------------------------------------------------------|
 AM0522
 AM0522                          SUPERSEDED SURVEY CONTROL
 AM0522
 AM0522  NAD 83(1986)-  28 41 36.38920(N)    095 58 08.15027(W) AD(       ) 1
 AM0522  NAD 27      -  28 41 35.43000(N)    095 58 07.28900(W) AD(       ) 1
 AM0522  NGVD 29 (07/19/86)    3.36   (m)           11.0    (f) LEVELING    3  
 AM0522
 AM0522.Superseded values are not recommended for survey control.
 AM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0522.See file dsdata.txt to determine how the superseded data were derived.
 AM0522
 AM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM0990677633(NAD 83)
 AM0522_MARKER: DD = SURVEY DISK
 AM0522_SETTING: 0 = UNSPECIFIED SETTING
 AM0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0522+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2006
 AM0522
 AM0522  HISTORY     - Date     Condition        Report By
 AM0522  HISTORY     - 1911     MONUMENTED       CGS
 AM0522  HISTORY     - 1931     GOOD             CGS
 AM0522  HISTORY     - 1934     GOOD             CGS
 AM0522  HISTORY     - 1937     GOOD             TSI
 AM0522  HISTORY     - 1937     GOOD             TXHD
 AM0522  HISTORY     - 1943     GOOD             CGS
 AM0522  HISTORY     - 1947     GOOD             CGS
 AM0522  HISTORY     - 1951     GOOD             CGS
 AM0522  HISTORY     - 1969     GOOD             CGS
 AM0522  HISTORY     - 20060528 GOOD             GEOCAC
 AM0522
 AM0522                          STATION DESCRIPTION
 AM0522
 AM0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AM0522'ABOUT 20 MILES S OF BAY CITY, IN THE TOWN OF MATAGORDA, IN A
 AM0522'VACANT LOT BELONGING TO THE TOWN, ABOUT 200 METERS (656 FEET)
 AM0522'S. 20 DEG W. MAGNETIC FROM THE RAILROAD STATION, ABOUT 600 FEET
 AM0522'NW OF THE CATHOLIC CHURCH, 400 FEET SE OF THE SANTA FE RAILROAD
 AM0522'TRACKS, 229 FEET FROM THE NW CORNER OF THE SCHOOL BUILDING AND
 AM0522'222.5 FEET FROM ITS NE CORNER, 74 FEET NW OF THE CENTER LINE OF
 AM0522'ONE SHELL STREET AND 156 FEET SW OF THE CENTER LINE OF ANOTHER.
 AM0522'
 AM0522'THIS STATION WAS ESTABLISHED 29.59 METERS (97.1 FEET) N AND
 AM0522'78.37 METERS (257.1 FEET) E OF TRIANGULATION STATION BAY VIEW
 AM0522'1906 ON THE OLD BAY VIEW HOTEL WHICH IN 1930 WAS REPORTED AS
 AM0522'LOST, THE HOTEL HAVING BEEN MOVED TO A NEW SITE ABOUT 1/2 MILE TO
 AM0522'THE SE.
 AM0522'
 AM0522'STATION MARKED BY A CONCRETE PIER, 18 BY 36 INCHES, WITH
 AM0522'FOUNDATION EXTENDING 24 INCHES BELOW SURFACE OF GROUND, AND A
 AM0522'BRONZE DISK INSCRIBED ASTRONOMIC STATION SET IN THE CENTER OF
 AM0522'THE NOTCH OF PIER.
 AM0522'
 AM0522'IN 1931 THE MARKS WERE RECOVERED IN GOOD CONDITION, THE DISK WAS
 AM0522'STAMPED MATAGORDA LONGITUDE 1911 1931 AND NEAT CEMENT PLACED
 AM0522'AROUND IT FOR REENFORCEMENT.
 AM0522'
 AM0522'TWO REFERENCE MARKS WERE ESTABLISHED IN 1931.  THEY ARE BRONZE
 AM0522'REFERENCE DISKS SET IN CONCRETE.
 AM0522'
 AM0522'REFERENCE MARK 1 PROJECTS ABOUT 5 INCHES ABOVE THE GROUND,
 AM0522'IS IN THE S CORNER OF THE STREET INTERSECTION, ABOUT 500 FEET
 AM0522'NW OF THE CHURCH, 400 FEET E OF THE SCHOOL, 52 FEET S OF THE
 AM0522'INTERSECTION OF CENTER LINES OF TWO SHELL STREETS, 26.5 FEET N
 AM0522'OF N CORNER OF FRAME HOUSE, 2.3 FEET NW OF PROPERTY CORNER, AND
 AM0522'165.70 FEET FROM THE STATION S 77 DEG 01 MIN E.
 AM0522'
 AM0522'REFERENCE MARK 2 PROJECTS ABOUT 6 INCHES ABOVE THE GROUND, IS
 AM0522'3 BLOCKS SW AND 1 BLOCK NW OF THE CHURCH, 650 FEET SW OF
 AM0522'SCHOOL, 50 FEET S OF INTERSECTION OF CENTER LINES OF TWO SHELL
 AM0522'STREETS, IN THE N CORNER OF FRONT YARD OF BUNGALOW, 54.8 FEET N
 AM0522'OF N CORNER OF HOUSE, AND APPROXIMATELY 1,100 FEET FROM STATION
 AM0522'S 54 DEG 54 MIN W.
 AM0522
 AM0522                          STATION RECOVERY (1934)
 AM0522
 AM0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0522'STATION WAS RECOVERED AND 1931 DESCRIPTION WAS FOUND TO BE
 AM0522'CORRECT.
 AM0522
 AM0522                          STATION RECOVERY (1937)
 AM0522
 AM0522'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AM0522'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AM0522
 AM0522                          STATION RECOVERY (1937)
 AM0522
 AM0522'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AM0522'ORIGINAL DESCRIPTION IS SATISFACTORY.  STATION MARK AND REFERENCE
 AM0522'MARK 1 RECOVERED.  BOTH HAVE BEEN MUTILATED SLIGHTLY.  REFERENCE
 AM0522'MARK 2 NOT VISITED.
 AM0522
 AM0522                          STATION RECOVERY (1943)
 AM0522
 AM0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AM0522'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AM0522'CONDITION.
 AM0522'
 AM0522'STATION IS ABOUT 0.2 MILE S OF THE SANTA FE RAILROAD STATION,
 AM0522'ABOUT 229 FEET NE OF THE MATAGORDA HIGH SCHOOL.
 AM0522'
 AM0522'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AM0522'CONCRETE POST 3 BY 1.5 BY 2 FEET HIGH.  IT IS STAMPED MATAGORDA
 AM0522'LONG. 34 ASTRONOMICAL STATION 1911 1931.
 AM0522'
 AM0522'REFERENCE MARK 1 IS IN THE N CORNER OF LAWN, 18.5 FEET S OF
 AM0522'CONCRETE-CURBING STREET CORNER.  IT IS STAMPED MATAGORDA NO 1
 AM0522'LONGITUDE STATION 34 1911 1931.
 AM0522'
 AM0522'REFERENCE MARK 2 IS TWO BLOCKS SW OF THE HIGH SCHOOL, 54 FEET
 AM0522'S OF THE INTERSECTION OF TWO SHELL STREETS, 50 FEET N OF THE
 AM0522'N CORNER OF FRAME HOUSE, IN THE LAWN, 14 FEET S OF
 AM0522'CONCRETE-CURBING STREET CORNER, AND 10 FEET S OF A
 AM0522'POWER-TRANSMISSION LINE POLE.  IT IS STAMPED MATAGORDA NO 2
 AM0522'LONGITUDE STATION 34 1911 1931.
 AM0522
 AM0522                          STATION RECOVERY (1947)
 AM0522
 AM0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0522'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AM0522
 AM0522                          STATION RECOVERY (1951)
 AM0522
 AM0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RCD)
 AM0522'AT MATAGORDA, 0.2 MI. S OF THE GULF, COLORADO AND SANTA FE RAILWAY
 AM0522'STATION, 0.1 MI. NW OF THE CATHOLIC CHURCH, ON A VACANT LOT,
 AM0522'222 FT. E OF THE NE CORNER OF THE HIGH SCHOOL BUILDING, 156 FT.
 AM0522'SW OF THE CENTERLINE OF A NW-AND-SE SHELL STREET, AND 72 FT.
 AM0522'NW OF THE CENTERLINE OF A NE-AND-SW SHELL STREET.  STATION MARK
 AM0522'IS A STANDARD STATION DISK, SET IN THE TOP OF A 3- BY 1.5-FT.
 AM0522'CONCRETE PIER WHICH PROJECTS 2 FT. ABOVE THE GROUND.  IT IS
 AM0522'STAMPED MATAGORDA LONG ASTROMICAL STATION 1911 1931 34.
 AM0522'
 AM0522'REFERENCE MARK 1 IS 165.0 FT. E OF THE STATION, IN THE N CORNER
 AM0522'OF A LAWN, 26.5 FT. N OF THE N CORNER OF A WHITE FRAMEHOUSE,
 AM0522'38.5 FT. SE OF THE CENTERLINE OF A NE-AND-SW SHELL STREET, 35
 AM0522'FT. SW OF THE CENTERLINE OF A NW-AND-SE SHELL STREET, AND 500
 AM0522'FT. NW OF THE CATHOLIC CHURCH.  IT IS A STANDARD REFERENCE
 AM0522'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT.
 AM0522'ABOVE THE GROUND, AND IS STAMPED MATAGORDA NO 1 1911 1931 34
 AM0522'LONGITUDE STATION.
 AM0522'
 AM0522'REFERENCE MARK 2 IS 0.2 MI. SW OF THE STATION, 2 BLOCKS SW OF
 AM0522'THE HIGH SCHOOL, IN THE N CORNER OF A LAWN WHICH BELONGS TO
 AM0522'O.R. MOBERLEY, 52 FT. N OF THE N CORNER OF A WHITE HOUSE, 100 FT.
 AM0522'NE OF THE CENTERLINE OF A SHELL DRIVEWAY, 42 FT. SE OF THE
 AM0522'CENTERLINE OF A NE-AND-SW SHELL STREET, 32 FT. SW OF THE
 AM0522'CENTERLINE OF A NW-AND-SE SHELL STREET, 14 FT. SW OF THE NE EDGE
 AM0522'OF A CONCRETE CURB, AND 13.7 FT. SE OF THE NW EDGE OF A
 AM0522'CONCRETE CURB.  IT IS A STANDARD REFERENCE DISK, SET IN THE TOP
 AM0522'OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND, AND
 AM0522'STAMPED MATAGORDA NO 2 LONGITUDE STATION 1911 1931 34.
 AM0522
 AM0522                          STATION RECOVERY (1969)
 AM0522
 AM0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0522'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AM0522'DESCRIBED IN THE 1951 RECOVERY NOTE BY R.C.D.  THE 1951 RECOVERY
 AM0522'NOTE ADEQUATELY DESCRIBES THE STATION.  THE ONLY DIFFERENCE
 AM0522'BEING THAT THE CHURCH GIVEN AS THE CATHOLIC CHURCH IS ACTUALLY
 AM0522'THE CHRIST EPISCOPAL CHURCH.
 AM0522'
 AM0522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MATAGORDA
 AM0522
 AM0522                          STATION RECOVERY (2006)
 AM0522
 AM0522'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AM0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0496 ***********************************************************************
 AM0496  DESIGNATION -  MATAGORDA PENINSULA N B 1883
 AM0496  PID         -  AM0496
 AM0496  STATE/COUNTY-  TX/MATAGORDA
 AM0496  USGS QUAD   -  DRESSING POINT (1973)
 AM0496
 AM0496                         *CURRENT SURVEY CONTROL
 AM0496  ___________________________________________________________________
 AM0496* NAD 83(1993)-  28 40 57.19064(N)    095 48 53.77488(W)     ADJUSTED  
 AM0496* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AM0496  ___________________________________________________________________
 AM0496  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AM0496  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AM0496
 AM0496  HORZ ORDER  -  THIRD
 AM0496
 AM0496.The horizontal coordinates were established by classical geodetic methods
 AM0496.and adjusted by the National Geodetic Survey in February 1996..
 AM0496
 AM0496.The orthometric height was scaled from a topographic map.
 AM0496
 AM0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0496
 AM0496.The geoid height was determined by GEOID03.
 AM0496
 AM0496;                    North         East     Units Scale Factor Converg.
 AM0496;SPC TXSC     - 4,098,356.388   911,231.466   MT  0.99992757   +1 33 37.4
 AM0496;SPC TXSC     -13,446,024.25  2,989,598.57   sFT  0.99992757   +1 33 37.4
 AM0496;UTM  15      - 3,176,060.795   224,931.677   MT  1.00053386   -1 21 06.8
 AM0496
 AM0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0496!SPC TXSC     -   1.00000416  x   0.99992757  =   0.99993173
 AM0496!UTM  15      -   1.00000416  x   1.00053386  =   1.00053802
 AM0496
 AM0496                          SUPERSEDED SURVEY CONTROL
 AM0496
 AM0496  NAD 83(1986)-  28 40 57.19911(N)    095 48 53.75583(W) AD(       ) 3
 AM0496  NAD 27      -  28 40 56.24500(N)    095 48 52.88000(W) AD(       ) 3
 AM0496
 AM0496.Superseded values are not recommended for survey control.
 AM0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0496.See file dsdata.txt to determine how the superseded data were derived.
 AM0496
 AM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM2493276061(NAD 83)
 AM0496_MARKER: B = BOLT
 AM0496_SETTING: 0 = UNSPECIFIED SETTING
 AM0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0496
 AM0496  HISTORY     - Date     Condition        Report By
 AM0496  HISTORY     - 1883     MONUMENTED       CGS
 AM0496  HISTORY     - 1934     GOOD             CGS
 AM0496  HISTORY     - 1937     GOOD             TSI
 AM0496  HISTORY     - 1938     SEE DESCRIPTION  CGS
 AM0496  HISTORY     - 1960     GOOD             CGS
 AM0496  HISTORY     - 1969     GOOD             CGS
 AM0496
 AM0496                          STATION DESCRIPTION
 AM0496
 AM0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (REH)
 AM0496'ON MATAGORDA PENINSULA, ON A SMALL RISE OF GROUND IN THE
 AM0496'MARSH, 320 METERS FROM MATAGORDA BAY, AND ABOUT 1 MILE N OF
 AM0496'THE HOUSE OF P. KAIN.
 AM0496'
 AM0496'STATION IS MARKED BY A CROSS IN A BOLT OF LEAD IN THE TOP OF
 AM0496'A MARBLE POST, INSCRIBED U.S.C.G.S., AND SURROUNDED BY A BRICK
 AM0496'PIER 1 FOOT SQUARE, BOTH POST AND PIER RESTING DIRECTLY UPON
 AM0496'THE UNDERGROUND MARK WHICH IS A CROSS IN A BOLT OF LEAD IN
 AM0496'THE TOP OF A LAYER OF BRICK, 3 FEET SQUARE, SET IN CEMENT
 AM0496'MORTAR, 20 INCHES BELOW THE SURFACE.  OVER THE STATION IS
 AM0496'A CONSPICUOUS CAIRN OF LOOSE STONES.
 AM0496
 AM0496                          STATION RECOVERY (1934)
 AM0496
 AM0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0496'STATION IS LOCATED ABOUT 5-1/2 MILES SE OF THE VILLAGE OF
 AM0496'GULF, ON THE N SIDE OF MATAGORDA PENINSULA, ON A SMALL SAND
 AM0496'MOUND, 125 METERS SE FROM BAY SHORE, AND ABOUT 1/2 MILE NNW
 AM0496'OF THE KANE RANCH HOUSE.
 AM0496'
 AM0496'THERE ARE NO REFERENCE MARKS.
 AM0496'
 AM0496'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--GULF
 AM0496'MUNICIPAL WATER TANK, 295 DEG.  KANES RANCH HOUSE (ABOUT
 AM0496'1/2 MILE DISTANT), 165 DEG.
 AM0496'
 AM0496'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AM0496
 AM0496                          STATION RECOVERY (1937)
 AM0496
 AM0496'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AM0496'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AM0496
 AM0496                          STATION RECOVERY (1938)
 AM0496
 AM0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AM0496'THE OBSERVING STAND AND TARGET USED IN 1934 WERE STANDING.
 AM0496'STATION WAS NOT VISITED BY THIS PARTY.
 AM0496
 AM0496                          STATION RECOVERY (1960)
 AM0496
 AM0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GGC)
 AM0496'STATION FOUND IN GOOD CONDITION OTHER THAN DISK MISSING.
 AM0496
 AM0496                          STATION RECOVERY (1969)
 AM0496
 AM0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0496'STATION NOT OCCUPIED
 AM0496'
 AM0496'THE STATION WAS VISITED AND THE STATION MARK WAS FOUND IN
 AM0496'FAIR CONDITION.  THE SMALL SAND MOUND THE STATION WAS LOCATED
 AM0496'ON HAS WASHED AWAY IN THE HIGH WATER OF STORMS LEAVING THE MARK
 AM0496'PROJECTING ABOUT 2 FEET ABOVE THE WATER OF THE MARSH.  IT IS
 AM0496'STILL SOLID AND IN ITS ORIGINAL POSITION.  A MORE COMPLETE
 AM0496'DESCRIPTION FOLLOWS--
 AM0496'
 AM0496'THE STATION IS LOCATED 11-1/2 MILES EAST-NORTHEAST OF THE
 AM0496'MOUTH OF THE COLORADO RIVER, 9-1/3 MILES EAST-SOUTHEAST OF
 AM0496'MATAGORDA, 8 MILES WEST-SOUTHWEST OF BROWN CEDAR CUT AND
 AM0496'IN THE MARSH ON THE BAY SIDE OF MATAGORDA PENINSULA.
 AM0496'
 AM0496'TO REACH THE STATION FROM THE POST OFFICE IN MATAGORDA,
 AM0496'GO SOUTHERLY ON PAVED ROAD FOR 0.3 MILE TO DRAW BRIDGE OVER
 AM0496'THE INTRACOASTAL WATERWAY, CROSS BRIDGE AND CONTINUE SOUTHERLY
 AM0496'ON PAVED ROAD FOR 6.45 MILES TO A CATTLE GUARD AT THE END
 AM0496'OF THE ROAD AT THE GULF BEACH.  TURN LEFT AND DRIVE
 AM0496'EAST-NORTHEAST ALONG BEACH FOR 2.7 MILES TO A POINT WHERE A
 AM0496'SLOUGH CUTS THROUGH THE BEACH FROM BAY TO GULF.  WITH
 AM0496'4-WHEEL DRIVE TRUCK FORD THIS SLOUGH AND CONTINUE ALONG
 AM0496'BEACH FOR 4.95 MILES TO SQUARE MOTT OF SALT CEDARS AND
 AM0496'TRIANGULATION STATION ROW 1934 ON THE LEFT.  CONTINUE
 AM0496'EAST-NORTHEAST ALONG BEACH FOR 4.7 MILES.  TURN LEFT
 AM0496'LEAVING THE BEACH AND GO NORTHWESTERLY STAYING ON HARD GROUND
 AM0496'AND ON TRUE BEARING OF 338 DEG FOR 1.25 MILES TO THE END OF
 AM0496'TRUCK TRAVEL AT NORTHWEST POINT OF HARD GROUND AND STATION
 AM0496'150 YARDS TO THE NORTHWEST IN MARSH.
 AM0496'
 AM0496'THE STATION MARK IS A 7 INCH SQUARE MARBLE POST WITH LEAD
 AM0496'FILLED DRILL HOLE IN ITS TOP CENTER.  THE POST IS SET IN A
 AM0496'BRICK AND CONCRETE FOUNDATION.  THE BRICK PROJECTS 1 FOOT ABOVE
 AM0496'THE MARSH AND MARBLE POST 1 FOOT ABOVE THE BRICK.  IT IS
 AM0496'IN THE CENTER OF A WASH HOLE FILLED WITH WATER IN THE MARSH,
 AM0496'180 FEET SOUTHEASTERLY OF THE MHWL OF THE BAY AND 3 FEET
 AM0496'NORTHEAST OF METAL WITNESS POST WITH SIGN.  THE DISK IS NOT
 AM0496'MISSING FROM THE POST AS REPORTED IN 1960 AS THERE WAS NEVER
 AM0496'ANY DISK SET IN THE POST AT THIS STATION.
 AM0496'
 AM0496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/3 MILES
 AM0496'EAST-SOUTHEAST OF MATAGORDA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1477 ***********************************************************************
 AH1477  DESIGNATION -  MATEO WINDMILL
 AH1477  PID         -  AH1477
 AH1477  STATE/COUNTY-  TX/KLEBERG
 AH1477  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1477
 AH1477                         *CURRENT SURVEY CONTROL
 AH1477  ___________________________________________________________________
 AH1477* NAD 83(1993)-  27 29 20.03938(N)    097 22 39.00976(W)     ADJUSTED  
 AH1477* NAVD 88     -                                                        
 AH1477  ___________________________________________________________________
 AH1477  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1477  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH1477
 AH1477  HORZ ORDER  -  THIRD
 AH1477
 AH1477.The horizontal coordinates were established by classical geodetic methods
 AH1477.and adjusted by the National Geodetic Survey in February 1996..
 AH1477
 AH1477
 AH1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1477
 AH1477.The geoid height was determined by GEOID03.
 AH1477
 AH1477;                    North         East     Units Scale Factor Converg.
 AH1477;SPC TX S     - 5,202,383.866   410,918.354   MT  0.99993090   +0 30 34.6
 AH1477;SPC TX S     -17,068,154.40  1,348,154.63   sFT  0.99993090   +0 30 34.6
 AH1477;UTM  14      - 3,041,635.011   660,286.754   MT  0.99991714   +0 44 56.6
 AH1477
 AH1477                          SUPERSEDED SURVEY CONTROL
 AH1477
 AH1477  NAD 83(1986)-  27 29 20.05175(N)    097 22 38.98567(W) AD(       ) 4
 AH1477  NAD 27      -  27 29 18.91200(N)    097 22 38.01800(W) AD(       ) 3
 AH1477
 AH1477.Superseded values are not recommended for survey control.
 AH1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1477.See file dsdata.txt to determine how the superseded data were derived.
 AH1477
 AH1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6028741635(NAD 83)
 AH1477_MARKER: 66 = WINDMILL
 AH1477
 AH1477  HISTORY     - Date     Condition        Report By
 AH1477  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1477
 AH1477                          STATION DESCRIPTION
 AH1477
 AH1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1477'ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 15-1/2
 AH1477'MILES SOUTH OF THE U.S. NAVAL AIR STATION, ABOUT 3-1/4 MILES
 AH1477'NORTHEAST OF OJO DE AGUNA CAMP, ABOUT 1 MILE SOUTHWEST OF
 AH1477'FORMER NAVY LANDING FIELD NO. 42, ABOUT 1/2 MILE EAST OF
 AH1477'LAGUNA LARGA.
 AH1477'
 AH1477'THE NAME MATEO IS A PROPER NAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2016 ***********************************************************************
 FL2016  DESIGNATION -  MATHERS
 FL2016  PID         -  FL2016
 FL2016  STATE/COUNTY-  TX/ROBERTS
 FL2016  USGS QUAD   -  LORA (1967)
 FL2016
 FL2016                         *CURRENT SURVEY CONTROL
 FL2016  ___________________________________________________________________
 FL2016* NAD 83(1993)-  35 38 13.77857(N)    100 34 38.09632(W)     ADJUSTED  
 FL2016* NAVD 88     -       921.     (meters)    3022.     (feet)  SCALED    
 FL2016  ___________________________________________________________________
 FL2016  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 FL2016  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 FL2016
 FL2016  HORZ ORDER  -  FIRST
 FL2016
 FL2016.The horizontal coordinates were established by classical geodetic methods
 FL2016.and adjusted by the National Geodetic Survey in February 1996..
 FL2016
 FL2016.The orthometric height was scaled from a topographic map.
 FL2016
 FL2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2016
 FL2016.The geoid height was determined by GEOID03.
 FL2016
 FL2016;                    North         East     Units Scale Factor Converg.
 FL2016;SPC TX N     - 1,182,011.948   283,570.024   MT  0.99991817   +0 32 05.2
 FL2016;SPC TX N     - 3,877,984.20    930,345.99   sFT  0.99991817   +0 32 05.2
 FL2016;UTM  14      - 3,944,850.930   357,192.142   MT  0.99985132   -0 55 08.9
 FL2016
 FL2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2016!SPC TX N     -   0.99985965  x   0.99991817  =   0.99977783
 FL2016!UTM  14      -   0.99985965  x   0.99985132  =   0.99971099
 FL2016
 FL2016|---------------------------------------------------------------------|
 FL2016| PID    Reference Object                     Distance      Geod. Az  |
 FL2016|                                                           dddmmss.s |
 FL2016| CK9375 MATHERS RM 1                         35.569 METERS 13643     |
 FL2016| CK9376 MATHERS RM 2                         31.511 METERS 21347     |
 FL2016| CK9374 MATHERS AZ MK                                      2683528.1 |
 FL2016| FL2027 AMARILLO KANSAS CITY AWY BCN 6      APPROX.13.0 KM 3172703.3 |
 FL2016|---------------------------------------------------------------------|
 FL2016
 FL2016                          SUPERSEDED SURVEY CONTROL
 FL2016
 FL2016  NAD 83(1993)-  35 38 13.77953(N)    100 34 38.09559(W) AD(       ) 1
 FL2016  NAD 83(1986)-  35 38 13.78362(N)    100 34 38.08506(W) AD(       ) 1
 FL2016  NAD 27      -  35 38 13.62200(N)    100 34 36.60100(W) AD(       ) 1
 FL2016
 FL2016.Superseded values are not recommended for survey control.
 FL2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2016.See file dsdata.txt to determine how the superseded data were derived.
 FL2016
 FL2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5719244851(NAD 83)
 FL2016_MARKER: DS = TRIANGULATION STATION DISK
 FL2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2016
 FL2016  HISTORY     - Date     Condition        Report By
 FL2016  HISTORY     - 1951     MONUMENTED       CGS
 FL2016  HISTORY     - 1951     GOOD             CGS
 FL2016
 FL2016                          STATION DESCRIPTION
 FL2016
 FL2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2016'THE STATION IS LOCATED ABOUT 7-1/2 MILES AIR LINE NORTH-NORTHEAST
 FL2016'OF THE LAKETON POST OFFICE.  5 MILES SOUTHEAST OF MIAMI.
 FL2016'15 YARDS NORTH OF THE CENTER OF A DIRT ROAD.  14 YARDS WEST OF
 FL2016'A NORTH-SOUTH FENCE LINE.  12 YARDS NORTHWEST OF THE CENTER
 FL2016'OF A CATTLE GUARD.  AND 8 YARDS NORTH OF AN EAST-WEST FENCE
 FL2016'LINE.  THE STATION MARK, STAMPED MATHERS 1951, IS A BRONZE
 FL2016'DISK SET IN A SQUARE CONCRETE POST, THE TOP OF WHICH IS 4
 FL2016'INCHES BELOW THE SURFACE OF THE GROUND.
 FL2016'
 FL2016'REFERENCE MARK NO. 1, STAMPED MATHERS NO 1 1951, IS A BRONZE
 FL2016'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES AND IT
 FL2016'IS 8 YARDS SOUTH OF THE CENTER OF THE DIRT ROAD AND 1 FOOT
 FL2016'NORTH OF AN EAST-WEST FENCE LINE.
 FL2016'
 FL2016'REFERENCE MARK NO. 2, STAMPED MATHERS NO 2 1951, IS A BRONZE
 FL2016'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 FL2016'AND IT IS 8 YARDS SOUTH OF THE CENTER OF THE DIRT ROAD AND 1
 FL2016'FOOT NORTH OF AN EAST-WEST FENCE LINE.
 FL2016'
 FL2016'THE AZIMUTH MARK, STAMPED MATHERS 1951, IS A BRONZE DISK SET
 FL2016'IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 10
 FL2016'YARDS SOUTH OF THE CENTER OF A DIRT ROAD.  6 YARDS WEST OF THE
 FL2016'CENTER OF A PRIVATE DRIVEWAY.  2 FEET NORTH OF AN EAST-WEST
 FL2016'FENCE LINE AND 1-1/2 FEET NORTHEAST OF A WHITE WITNESS POST.
 FL2016'
 FL2016'TO REACH THE STATION FROM THE LAKETON POST OFFICE GO NORTH ON A
 FL2016'PAVED ROAD FOR 6.65 MILES TO A T ROAD RIGHT.  TURN RIGHT, EAST,
 FL2016'AND GO 2.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, SOUTH.
 FL2016'CONTINUE EAST FOR 1.0 MILE TO THE STATION ON THE LEFT, 15
 FL2016'YARDS NORTH OF THE CENTER OF THE ROAD.
 FL2016
 FL2016                          STATION RECOVERY (1951)
 FL2016
 FL2016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (MJT)
 FL2016'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FL2016'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT AND
 FL2016'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2159 ***********************************************************************
 AN2159  DESIGNATION -  MATHIS
 AN2159  PID         -  AN2159
 AN2159  STATE/COUNTY-  TX/SAN PATRICIO
 AN2159  USGS QUAD   -  MATHIS (1979)
 AN2159
 AN2159                         *CURRENT SURVEY CONTROL
 AN2159  ___________________________________________________________________
 AN2159* NAD 83(1993)-  28 05 37.61725(N)    097 49 37.10291(W)     ADJUSTED  
 AN2159* NAVD 88     -        48.6    (meters)     159.     (feet)  VERTCON   
 AN2159  ___________________________________________________________________
 AN2159  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AN2159  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN2159
 AN2159  HORZ ORDER  -  FIRST
 AN2159
 AN2159.The horizontal coordinates were established by classical geodetic methods
 AN2159.and adjusted by the National Geodetic Survey in February 1996..
 AN2159
 AN2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2159
 AN2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2159
 AN2159.The geoid height was determined by GEOID03.
 AN2159
 AN2159;                    North         East     Units Scale Factor Converg.
 AN2159;SPC TX S     - 5,269,097.324   366,147.521   MT  1.00007630   +0 18 20.0
 AN2159;SPC TX S     -17,287,030.14  1,201,268.99   sFT  1.00007630   +0 18 20.0
 AN2159;SPC TXSC     - 4,029,445.143   715,290.176   MT  1.00009569   +0 34 28.9
 AN2159;SPC TXSC     -13,219,937.94  2,346,747.85   sFT  1.00009569   +0 34 28.9
 AN2159;UTM  14      - 3,108,146.788   615,239.477   MT  0.99976391   +0 33 08.9
 AN2159
 AN2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2159!SPC TX S     -   0.99999657  x   1.00007630  =   1.00007287
 AN2159!SPC TXSC     -   0.99999657  x   1.00009569  =   1.00009226
 AN2159!UTM  14      -   0.99999657  x   0.99976391  =   0.99976048
 AN2159
 AN2159:                Primary Azimuth Mark                     Grid Az
 AN2159:SPC TX S     -  SKELLY                                   010 28 44.2
 AN2159:SPC TXSC     -  SKELLY                                   010 12 35.3
 AN2159:UTM  14      -  SKELLY                                   010 13 55.3
 AN2159
 AN2159|---------------------------------------------------------------------|
 AN2159| PID    Reference Object                     Distance      Geod. Az  |
 AN2159|                                                           dddmmss.s |
 AN2159| AN2158 SKELLY                              APPROX.13.0 KM 0104704.2 |
 AN2159| AN2163 MATHIS GIN STACK                    178.430 METERS 01907     |
 AN2159| CV4728 MATHIS RM                            29.542 METERS 21030     |
 AN2159| AH1605 MC NEILLS P E HOUSE WINDMILL        APPROX.13.8 KM 2170553.0 |
 AN2159| AN2162 MATHIS METHODIST CHURCH SPIRE       301.779 METERS 28946     |
 AN2159|---------------------------------------------------------------------|
 AN2159
 AN2159                          SUPERSEDED SURVEY CONTROL
 AN2159
 AN2159  NAD 83(1986)-  28 05 37.62435(N)    097 49 37.08338(W) AD(       ) 1
 AN2159  NAD 27      -  28 05 36.58500(N)    097 49 36.08800(W) AD(       ) 1
 AN2159  NGVD 29 (07/19/86)   48.7    (m)          160.     (f) VERT ANG       
 AN2159
 AN2159.Superseded values are not recommended for survey control.
 AN2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2159.See file dsdata.txt to determine how the superseded data were derived.
 AN2159
 AN2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1523908147(NAD 83)
 AN2159_MARKER: N = NAIL
 AN2159_SETTING: 0 = UNSPECIFIED SETTING
 AN2159
 AN2159  HISTORY     - Date     Condition        Report By
 AN2159  HISTORY     - 1904     MONUMENTED       CGS
 AN2159  HISTORY     - 1952     MARK NOT FOUND   CGS
 AN2159
 AN2159                          STATION DESCRIPTION
 AN2159
 AN2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2159'STATION IS IN THE E CORNER OF LOT 10, BLOCK 15, OF THE VILLAGE
 AN2159'OF MATHIS, ON LAND BELONGING TO S.G. BORDEN, WHO LIVES IN
 AN2159'SHARPSBURG, TEXAS, AND WHOSE AGENT IN MATHIS IS A.B. WATTS,
 AN2159'JR.  THE STATION IS 5.14 METERS (16.9 FEET) NW OF THE SE FENCE
 AN2159'LINE OF THE LOT AND 30.01 METERS (98.5 FEET) NE OF THE SW
 AN2159'FENCE LINE.  BEE STREET RUNS ALONG THE SE SIDE OF THE LOT AND
 AN2159'SAN PATRICIO AVENUE ALONG THE SW SIDE.  THE STATION IS 130
 AN2159'PACES SE OF THE RAILWAY TRACK.
 AN2159'
 AN2159'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 AN2159'IRON PIPE SET IN CONCRETE.
 AN2159'
 AN2159'REFERENCE MARK IS IN THE S CORNER OF LOT 10, 0.36 METER
 AN2159'(1.2 FEET) FROM THE FENCE LINE OF BEE STREET, 0.79 METER
 AN2159'(2.6 FEET) FROM THE FENCE LINE OF SAN PATRICIO AVENUE AND
 AN2159'29.542 METERS (96.92 FEET) FROM THE STATION S 30 DEG 30 MIN W.
 AN2159'FOLLOWING DISTANCES AND AZIMUTHS ARE FROM
 AN2159'STATION--MATHIS, RAILWAY STATION, ORNAMENT OVER GABLE FACING
 AN2159'TRACK, 144.46 METERS (473.9 FEET), 102 DEG 07 MIN 28
 AN2159'SEC.  MATHIS, GIN STACK, 178.3 METERS (585 FEET), 199 DEG 06
 AN2159'MIN 46 SEC.  MATHIS, METHODIST CHURCH, SPIRE, 301.8
 AN2159'METERS (990 FEET), 109 DEG 46 MIN 13 SEC.  ELEVATION OF STATION
 AN2159'48.7 METERS (160 FEET).
 AN2159
 AN2159                          STATION RECOVERY (1952)
 AN2159
 AN2159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AN2159'NO SIGN OF THE MARKS WERE FOUND.  THE STATION SITE IS NOW
 AN2159'IN ABOUT CENTER OF TOWN.  BUILDINGS HAVE BEEN ERECTED AND STREETS
 AN2159'MADE SINCE STATION WAS ESTABLISHED.  A NEW STATION BLOCK 1953
 AN2159'WAS ESTABLISHED.
 AN2159'
 AN2159'NOTE--STATION IS UNDER CALICHE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2161 ***********************************************************************
 AN2161  DESIGNATION -  MATHIS MUNICIPAL TANK
 AN2161  PID         -  AN2161
 AN2161  STATE/COUNTY-  TX/SAN PATRICIO
 AN2161  USGS QUAD   -  MATHIS (1979)
 AN2161
 AN2161                         *CURRENT SURVEY CONTROL
 AN2161  ___________________________________________________________________
 AN2161* NAD 83(1993)-  28 05 37.12075(N)    097 49 30.18457(W)     ADJUSTED  
 AN2161* NAVD 88     -                                                        
 AN2161  ___________________________________________________________________
 AN2161  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AN2161  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN2161
 AN2161  HORZ ORDER  -  THIRD
 AN2161
 AN2161.The horizontal coordinates were established by classical geodetic methods
 AN2161.and adjusted by the National Geodetic Survey in February 1996..
 AN2161
 AN2161
 AN2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2161
 AN2161.The geoid height was determined by GEOID03.
 AN2161
 AN2161;                    North         East     Units Scale Factor Converg.
 AN2161;SPC TX S     - 5,269,083.048   366,336.479   MT  1.00007626   +0 18 23.2
 AN2161;SPC TX S     -17,286,983.30  1,201,888.93   sFT  1.00007626   +0 18 23.2
 AN2161;SPC TXSC     - 4,029,431.754   715,479.202   MT  1.00009574   +0 34 32.2
 AN2161;SPC TXSC     -13,219,894.01  2,347,368.02   sFT  1.00009574   +0 34 32.2
 AN2161;UTM  14      - 3,108,133.330   615,428.436   MT  0.99976444   +0 33 12.1
 AN2161
 AN2161                          SUPERSEDED SURVEY CONTROL
 AN2161
 AN2161  NAD 83(1986)-  28 05 37.12789(N)    097 49 30.16505(W) AD(       ) 4
 AN2161  NAD 27      -  28 05 36.08800(N)    097 49 29.17100(W) AD(       ) 3
 AN2161
 AN2161.Superseded values are not recommended for survey control.
 AN2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2161.See file dsdata.txt to determine how the superseded data were derived.
 AN2161
 AN2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1542808133(NAD 83)
 AN2161_MARKER: 51 = TANK
 AN2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2161+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 AN2161
 AN2161  HISTORY     - Date     Condition        Report By
 AN2161  HISTORY     - 1953     FIRST OBSERVED   CGS
 AN2161  HISTORY     - 20040325 GOOD             GEOCAC
 AN2161
 AN2161                          STATION DESCRIPTION
 AN2161
 AN2161'DESCRIBED BY GEOCACHING 2004 (TWS)
 AN2161'LEGS ARE RUSTED OUT AND TOWER MAY NOT LAST MUCH LONGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0645 ***********************************************************************
 EO0645  DESIGNATION -  MATTHEW
 EO0645  PID         -  EO0645
 EO0645  STATE/COUNTY-  TX/PARMER
 EO0645  USGS QUAD   -  TAM ANNE (1965)
 EO0645
 EO0645                         *CURRENT SURVEY CONTROL
 EO0645  ___________________________________________________________________
 EO0645* NAD 83(1993)-  34 34 07.74336(N)    102 37 29.81289(W)     ADJUSTED  
 EO0645* NAVD 88     -      1239.9    (meters)    4068.     (feet)  VERTCON   
 EO0645  ___________________________________________________________________
 EO0645  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 EO0645  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 EO0645
 EO0645  HORZ ORDER  -  FIRST
 EO0645
 EO0645.The horizontal coordinates were established by classical geodetic methods
 EO0645.and adjusted by the National Geodetic Survey in February 1996..
 EO0645
 EO0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0645
 EO0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0645
 EO0645.The geoid height was determined by GEOID03.
 EO0645
 EO0645;                    North         East     Units Scale Factor Converg.
 EO0645;SPC TX N     - 1,063,691.716    96,769.949   MT  1.00001981   -0 39 07.0
 EO0645;SPC TX N     - 3,489,795.24    317,486.07   sFT  1.00001981   -0 39 07.0
 EO0645;UTM  13      - 3,827,791.417   717,880.558   MT  1.00018516   +1 20 53.2
 EO0645
 EO0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0645!SPC TX N     -   0.99980931  x   1.00001981  =   0.99982912
 EO0645!UTM  13      -   0.99980931  x   1.00018516  =   0.99999444
 EO0645
 EO0645|---------------------------------------------------------------------|
 EO0645| PID    Reference Object                     Distance      Geod. Az  |
 EO0645|                                                           dddmmss.s |
 EO0645| CJ7832 MATTHEW RM 1                         47.933 METERS 10002     |
 EO0645| CJ7011 MATTHEW RM 2                         43.513 METERS 18907     |
 EO0645| CJ7831 MATTHEW AZ MK                                      2530424.4 |
 EO0645|---------------------------------------------------------------------|
 EO0645
 EO0645                          SUPERSEDED SURVEY CONTROL
 EO0645
 EO0645  NAD 83(1993)-  34 34 07.74507(N)    102 37 29.80931(W) AD(       ) 1
 EO0645  NAD 83(1986)-  34 34 07.75131(N)    102 37 29.80432(W) AD(       ) 1
 EO0645  NAD 27      -  34 34 07.50300(N)    102 37 28.03500(W) AD(       ) 1
 EO0645  NGVD 29 (07/19/86) 1239.4    (m)         4066.     (f) VERT ANG       
 EO0645
 EO0645.Superseded values are not recommended for survey control.
 EO0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0645.See file dsdata.txt to determine how the superseded data were derived.
 EO0645
 EO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU1788127791(NAD 83)
 EO0645_MARKER: DS = TRIANGULATION STATION DISK
 EO0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0645
 EO0645  HISTORY     - Date     Condition        Report By
 EO0645  HISTORY     - 1934     MONUMENTED       CGS
 EO0645  HISTORY     - 1968     MARK NOT FOUND   USAF
 EO0645
 EO0645                          STATION DESCRIPTION
 EO0645
 EO0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0645'STATION IS 7 MILES, AIR LINE, SE OF FRIONA, IN SECTION 1 OF
 EO0645'THE WILLIS SURVEY, ABOUT 25 YARDS W OF THE CELLAR OF A BURNED
 EO0645'HOUSE, 105 FEET NW OF AN ABANDONED STEEL WINDMILL TOWER.
 EO0645'THE SURFACE MARK IS 1 FOOT UNDERGROUND.
 EO0645'
 EO0645'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0645'BRONZE DISKS SET IN CONCRETE.
 EO0645'
 EO0645'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT N OF AN
 EO0645'OLD E-W FENCE LINE, 80 FEET NE OF WINDMILL TOWER AND PROJECTS
 EO0645'1 FOOT.
 EO0645'
 EO0645'REFERENCE MARK NO. 2 IS S OF THE STATION, 2 FEET N OF AN E-W
 EO0645'FENCE LINE, 105 FEET NW OF WINDMILL TOWER AND PROJECTS 8 INCHES.
 EO0645'
 EO0645'AZIMUTH MARK IS WSW OF THE STATION, IN A N-S FENCE LINE,
 EO0645'15 FEET N OF THE CENTER LINE OF A TRACK ROAD AND PROJECTS
 EO0645'5 INCHES.
 EO0645'
 EO0645'STATION IS REACHED FROM THE INTERSECTION OF MAIN STREET AND
 EO0645'U.S. HIGHWAY 60 AT FRIONA, BY DRIVING DUE S FOR 0.4 MILE
 EO0645'TO A T-INTERSECTION OF ROADS.  TURN LEFT OR E AND GO 4.5 MILES
 EO0645'TO A CROSSROADS.  TURN RIGHT OR S AND GO 3.1 MILES TO A
 EO0645'T-INTERSECTION.  TURN S AND GO 1.2 MILES TO INTERSECTION
 EO0645'OF GRADED ROAD AND LANE.  TURN E INTO LANE AND GO 0.2 MILE
 EO0645'TO HOME OF HARVEY MATTHEW.  THENCE E THROUGH A WIRE GATE
 EO0645'ABOUT 50 YARDS AND PASS THROUGH A SECOND GATE.  TURN LEFT,
 EO0645'OR DUE N, IMMEDIATELY AFTER PASSING THROUGH THE SECOND GATE
 EO0645'AND FOLLOW ALONG THE E SIDE OF THE FENCE FOR 0.2 MILE.  TURN
 EO0645'RIGHT OR DUE E, ON A DIM TRACK ROAD AND GO 0.6 MILE.  TURN
 EO0645'N AND GO 0.1 MILE TO WINDMILL TOWER AND STATION.
 EO0645'
 EO0645'A 35-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 EO0645
 EO0645                          STATION RECOVERY (1968)
 EO0645
 EO0645'RECOVERY NOTE BY US AIR FORCE 1968
 EO0645'STATION AND THE REFERENCE MARKS WERE NOT FOUND.  THE AZIMUTH
 EO0645'MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EO0645'
 EO0645'NOTE--THE FARMER WHO WORKS THE LAND SAID THAT ANOTHER PARTY
 EO0645'HAD SEARCHED FOR IT, BUT COULD NOT FIND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1006 ***********************************************************************
 CA1006  DESIGNATION -  MATTHEWS
 CA1006  PID         -  CA1006
 CA1006  STATE/COUNTY-  TX/BURNET
 CA1006  USGS QUAD   -  NIX (1959)
 CA1006
 CA1006                         *CURRENT SURVEY CONTROL
 CA1006  ___________________________________________________________________
 CA1006* NAD 83(1993)-  31 01 10.71071(N)    098 19 46.38483(W)     ADJUSTED  
 CA1006* NAVD 88     -       457.4    (meters)    1501.     (feet)  VERTCON   
 CA1006  ___________________________________________________________________
 CA1006  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 CA1006  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 CA1006
 CA1006  HORZ ORDER  -  FIRST
 CA1006
 CA1006.The horizontal coordinates were established by classical geodetic methods
 CA1006.and adjusted by the National Geodetic Survey in February 1996..
 CA1006
 CA1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1006
 CA1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1006
 CA1006.The geoid height was determined by GEOID03.
 CA1006
 CA1006;                    North         East     Units Scale Factor Converg.
 CA1006;SPC TX C     - 3,151,706.986   891,297.523   MT  0.99988179   +1 01 55.4
 CA1006;SPC TX C     -10,340,225.34  2,924,198.62   sFT  0.99988179   +1 01 55.4
 CA1006;UTM  14      - 3,431,971.698   563,992.659   MT  0.99965051   +0 20 43.9
 CA1006
 CA1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1006!SPC TX C     -   0.99993209  x   0.99988179  =   0.99981388
 CA1006!UTM  14      -   0.99993209  x   0.99965051  =   0.99958262
 CA1006
 CA1006|---------------------------------------------------------------------|
 CA1006| PID    Reference Object                     Distance      Geod. Az  |
 CA1006|                                                           dddmmss.s |
 CA1006| CV4733 MATTHEWS RM 1                        20.272 METERS 05222     |
 CA1006| CV4734 MATTHEWS RM 2                        23.875 METERS 13739     |
 CA1006| CV4732 MATTHEWS AZ MK                                     2674905.7 |
 CA1006|---------------------------------------------------------------------|
 CA1006
 CA1006                          SUPERSEDED SURVEY CONTROL
 CA1006
 CA1006  NAD 83(1986)-  31 01 10.72180(N)    098 19 46.37036(W) AD(       ) 1
 CA1006  NAD 27      -  31 01 10.09943(N)    098 19 45.25532(W) AD(       ) 1
 CA1006  NGVD 29 (07/19/86)  457.3    (m)         1500.     (f) VERT ANG       
 CA1006
 CA1006.Superseded values are not recommended for survey control.
 CA1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1006.See file dsdata.txt to determine how the superseded data were derived.
 CA1006
 CA1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV6399331972(NAD 83)
 CA1006_MARKER: DS = TRIANGULATION STATION DISK
 CA1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA1006+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2002
 CA1006
 CA1006  HISTORY     - Date     Condition        Report By
 CA1006  HISTORY     - 1967     MONUMENTED       CGS
 CA1006  HISTORY     - 20020611 GOOD             USPSQD
 CA1006
 CA1006                          STATION DESCRIPTION
 CA1006
 CA1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1006'THE STATION IS ABOUT 14 MILES SOUTH-SOUTHWEST OF LOMETA, 12
 CA1006'MILES SOUTHEAST OF BEND, 9-1/2 MILES SOUTHWEST OF LAMPASAS, AND
 CA1006'3/4 MILE SOUTH OF THE LAMPASAS-BURNET COUNTY LINE ON PROPERTY
 CA1006'OWNED BY MR. W.P. MATTHEWS.
 CA1006'
 CA1006'TO REACH THE STATION FROM THE POST OFFICE IN LAMPASAS, GO WEST
 CA1006'ON SECOND STREET FOR 0.2 MILE TO U.S. HIGHWAY 190.  TURN LEFT AND
 CA1006'GO SOUTH ON U.S. HIGHWAY 190 FOR 0.1 MILE TO THE JUNCTION OF FARM
 CA1006'ROAD 580.  TURN RIGHT AND GO WEST ON FARM ROAD 580 FOR 0.5 MILE
 CA1006'TO FARM ROAD 1478.  TURN LEFT AND GO SOUTH AND WEST ON FARM ROAD
 CA1006'1478 FOR 3.6 MILES TO THE END OF THE PAVEMENT.  CONTINUE WEST ON
 CA1006'GRAVELED ROAD FOR 6.55 MILES TO A SIDE ROAD RIGHT AND SIGN
 CA1006'VANN.  TURN RIGHT AND GO NORTH AND EAST AND NORTH ON GRAVELED
 CA1006'ROAD FOR 1.95 MILES TO A SIDE ROAD AND CATTLE GUARD ON THE
 CA1006'LEFT.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.4 MILE TO A
 CA1006'SIDE ROAD AND CATTLE GUARD ON THE RIGHT.  (THE AZIMUTH MARK IS
 CA1006'0.25 MILE NORTH OF THIS POINT, ON THE RIGHT.) TURN RIGHT AND
 CA1006'GO EAST ON GRAVELED ROAD FOR 0.15 MILE TO A TRACK ROAD ON THE
 CA1006'RIGHT.  TURN RIGHT ON TRACK ROAD FOR 0.05 MILE TO THE STATION
 CA1006'ON THE LEFT.
 CA1006'
 CA1006'THE STATION IS A STANDARD DISK STAMPED MATTHEWS 1967, SET IN THE
 CA1006'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND FLUSH WITH THE
 CA1006'GROUND SURFACE.  IT IS 136 FEET SOUTHEAST OF THE CENTER OF A
 CA1006'GRAVELED ROAD, 55 FEET WEST OF A FENCE AND METAL WITNESS POST WITH
 CA1006'SIGN ATTACHED, AND 28.6 FEET NORTHEAST OF AN 18-INCH LIVE OAK
 CA1006'TREE WITH TRIANGULAR BLAZE.
 CA1006'
 CA1006'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MATTHEWS NO 1 1967,
 CA1006'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND FLUSH
 CA1006'WITH THE GROUND SURFACE.  IT IS 44 FEET NORTH OF THE METAL WITNESS
 CA1006'POST AND 1 FOOT WEST OF A FENCE.
 CA1006'
 CA1006'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MATTHEWS NO 2 1967,
 CA1006'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND FLUSH
 CA1006'WITH THE GROUND SURFACE.  IT IS 55 FEET SOUTH OF THE METAL
 CA1006'WITNESS POST, 45 FEET NORTH OF A FENCE CORNER, AND 1 FOOT
 CA1006'WEST OF A FENCE.
 CA1006'
 CA1006'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MATTHEWS 1967, SET IN
 CA1006'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CA1006'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 17 FEET EAST OF THE
 CA1006'CENTER OF A GRAVELED ROAD, 3 FEET WEST OF A FENCE, 2.6 FEET
 CA1006'SOUTHEAST OF A METAL WITNESS POST, AND 1.8 FEET NORTHEAST OF A
 CA1006'METAL WITNESS POST WITH SIGN ATTACHED.
 CA1006
 CA1006                          STATION RECOVERY (2002)
 CA1006
 CA1006'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 CA1006'STATION, RM1 AND RM2 WERE RECOVERED IN GOOD CONDITION.  AZ MK NOT
 CA1006'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0907 ***********************************************************************
 CB0907  DESIGNATION -  MATTHEWS
 CB0907  PID         -  CB0907
 CB0907  STATE/COUNTY-  TX/TOM GREEN
 CB0907  USGS QUAD   -  MOUNT NEBO (1978)
 CB0907
 CB0907                         *CURRENT SURVEY CONTROL
 CB0907  ___________________________________________________________________
 CB0907* NAD 83(1993)-  31 33 55.37465(N)    100 37 06.18391(W)     ADJUSTED  
 CB0907* NAVD 88     -       614.     (meters)    2014.     (feet)  SCALED    
 CB0907  ___________________________________________________________________
 CB0907  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CB0907  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CB0907
 CB0907  HORZ ORDER  -  SECOND
 CB0907
 CB0907.The horizontal coordinates were established by classical geodetic methods
 CB0907.and adjusted by the National Geodetic Survey in February 1996..
 CB0907
 CB0907.The orthometric height was scaled from a topographic map.
 CB0907
 CB0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0907
 CB0907.The geoid height was determined by GEOID03.
 CB0907
 CB0907;                    North         East     Units Scale Factor Converg.
 CB0907;SPC TX C     - 3,210,521.197   672,940.270   MT  0.99993005   -0 08 48.5
 CB0907;SPC TX C     -10,533,184.96  2,207,804.87   sFT  0.99993005   -0 08 48.5
 CB0907;UTM  14      - 3,493,398.887   346,408.969   MT  0.99989096   -0 50 50.4
 CB0907
 CB0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0907!SPC TX C     -   0.99990737  x   0.99993005  =   0.99983743
 CB0907!UTM  14      -   0.99990737  x   0.99989096  =   0.99979834
 CB0907
 CB0907|---------------------------------------------------------------------|
 CB0907| PID    Reference Object                     Distance      Geod. Az  |
 CB0907|                                                           dddmmss.s |
 CB0907| CV4731 MATTHEWS RM 2                        22.210 METERS 03331     |
 CB0907| CV4730 MATTHEWS RM 1                        27.192 METERS 12358     |
 CB0907| CB0917 WATER VALLEY MC LAUGHLIN MON        APPROX.13.5 KM 3110427.8 |
 CB0907| CB0912 SANATORIUM TB SANATORIUM TK         APPROX. 5.9 KM 3285435.4 |
 CB0907| CB0911 SANATORIUM TB SANATORIUM STK        APPROX. 5.8 KM 3290446.7 |
 CB0907| CB0914 SANATORIUM STANDPIPE                APPROX. 5.4 KM 3401228.7 |
 CB0907| CV4729 MATTHEWS AZ MK                                     3571625.0 |
 CB0907|---------------------------------------------------------------------|
 CB0907
 CB0907                          SUPERSEDED SURVEY CONTROL
 CB0907
 CB0907  NAD 83(1986)-  31 33 55.38150(N)    100 37 06.16967(W) AD(       ) 2
 CB0907  NAD 27      -  31 33 54.81900(N)    100 37 04.80900(W) AD(       ) 2
 CB0907
 CB0907.Superseded values are not recommended for survey control.
 CB0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0907.See file dsdata.txt to determine how the superseded data were derived.
 CB0907
 CB0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4640993399(NAD 83)
 CB0907_MARKER: DS = TRIANGULATION STATION DISK
 CB0907_SETTING: 0 = UNSPECIFIED SETTING
 CB0907
 CB0907  HISTORY     - Date     Condition        Report By
 CB0907  HISTORY     - 1943     MONUMENTED       CGS
 CB0907  HISTORY     - 1947     GOOD             LOCSUR
 CB0907  HISTORY     - 1961     GOOD             CGS
 CB0907
 CB0907                          STATION DESCRIPTION
 CB0907
 CB0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0907'STATION IS LOCATED ABOUT 13.0 MILES NW OF SAN ANGELO, 2.5
 CB0907'MILES SE OF CARLSBAD, ON THE W BANK OF THE NORTH CONCHO
 CB0907'RIVER, AND ON LAND OWNED BY MR. J.H. MATTHEWS, WHO LIVES
 CB0907'ABOUT 0.4 MILE NW OF THE STATION.  IT IS 72 FEET SW OF AN
 CB0907'E-W FENCE LINE, 50 FEET SW OF THE CENTER LINE OF THE TRACK
 CB0907'ROAD ALONG S SIDE OF THE FENCE LINE, AND SET IN AN OPEN PASTURE
 CB0907'LAND.  THE DISK IS STAMPED MATTHEWS 1943, AND PROJECTS ABOUT
 CB0907'3 INCHES.
 CB0907'
 CB0907'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 CB0907'DISKS SET IN THE TOP OF CONCRETE POSTS.
 CB0907'
 CB0907'REFERENCE MARK 1 IS SE OF THE STATION, SET IN OPEN PASTURE
 CB0907'LAND, 71 FEET SW OF THE E-W FENCE LINE.  THE DISK IS STAMPED
 CB0907'MATTHEWS NO 1 1943, AND PROJECTS ABOUT 5 INCHES.
 CB0907'
 CB0907'REFERENCE MARK 2 IS N OF THE STATION, 1 FOOT SW OF THE E-W
 CB0907'FENCE LINE, AND 10 FEET N OF THE CENTER LINE OF THE TRACK
 CB0907'ROAD.  THE DISK IS STAMPED MATTHEWS NO 2 1943, AND PROJECTS
 CB0907'ABOUT 6 INCHES.
 CB0907'
 CB0907'AZIMUTH MARK IS ABOUT 0.3 MILE NW OF THE STATION, 1 FOOT W
 CB0907'OF A N-S FENCE LINE, AND 19 FEET E OF THE CENTER LINE OF A GRADED
 CB0907'DIRT ROAD.  THE DISK IS STAMPED MATTHEWS 1943, AND PROJECTS
 CB0907'ABOUT 3 INCHES.  TO REACH FROM THE STATION, GO W TO BOARD
 CB0907'GATE.  TURN RIGHT AND GO N ON GRADED DIRT ROAD FOR 0.25 MILE
 CB0907'TO THE MARK ON THE RIGHT AS DESCRIBED.
 CB0907'
 CB0907'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CB0907'AND 87 IN SAN ANGELO, GO NW ON HIGHWAY 87 FOR 13.55 MILES TO A
 CB0907'GRADED DIRT ROAD LEFT.  TURN LEFT ON GRADED DIRT ROAD IN
 CB0907'A SW DIRECTION FOR 1.65 MILES TO A POINT WHERE MAIN ROAD
 CB0907'TURNS RIGHT TOWARDS A RANCHHOUSE, AND A TRACK ROAD LEFT THROUGH
 CB0907'A BOARD GATE.  TURN LEFT, PASS THROUGH BOARD GATE, AND FOLLOW
 CB0907'TRACK ROAD IN A SE DIRECTION ALONG FENCE LINE FOR 0.2 MILE
 CB0907'TO THE STATION ON THE RIGHT AS DESCRIBED.
 CB0907'
 CB0907'ALL CUTS AND STATIONS SAN, CARLSBAD AND GREEN ARE VISIBLE
 CB0907'FROM THE GROUND.
 CB0907'
 CB0907'OBSERVATIONS MADE FROM A 50-FOOT TOWER.
 CB0907'
 CB0907'HEIGHT OF LIGHT ABOVE STATION MARK-18 METERS.
 CB0907
 CB0907                          STATION RECOVERY (1947)
 CB0907
 CB0907'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0907'RECOVERED BY GEN GEO CO.
 CB0907'STATION, REFERENCE AND AZIMUTH MARKS ARE ALL IN GOOD CONDITION.
 CB0907
 CB0907                          STATION RECOVERY (1961)
 CB0907
 CB0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 CB0907'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 CB0907'THE ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1426 ***********************************************************************
 AJ1426  DESIGNATION -  MATTHEWS RANCH WINDMILL
 AJ1426  PID         -  AJ1426
 AJ1426  STATE/COUNTY-  TX/WEBB
 AJ1426  USGS QUAD   -  CUERVO CREEK (1965)
 AJ1426
 AJ1426                         *CURRENT SURVEY CONTROL
 AJ1426  ___________________________________________________________________
 AJ1426* NAD 83(1993)-  27 41 29.52610(N)    099 35 22.91415(W)     ADJUSTED  
 AJ1426* NAVD 88     -                                                        
 AJ1426  ___________________________________________________________________
 AJ1426  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AJ1426  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AJ1426
 AJ1426  HORZ ORDER  -  THIRD
 AJ1426
 AJ1426.The horizontal coordinates were established by classical geodetic methods
 AJ1426.and adjusted by the National Geodetic Survey in February 1996..
 AJ1426
 AJ1426
 AJ1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1426
 AJ1426.The geoid height was determined by GEOID03.
 AJ1426
 AJ1426;                    North         East     Units Scale Factor Converg.
 AJ1426;SPC TX S     - 5,224,808.045   192,516.429   MT  0.99996717   -0 29 41.0
 AJ1426;SPC TX S     -17,141,724.39    631,614.32   sFT  0.99996717   -0 29 41.0
 AJ1426;UTM  14      - 3,063,171.945   441,854.514   MT  0.99964173   -0 16 26.6
 AJ1426
 AJ1426                          SUPERSEDED SURVEY CONTROL
 AJ1426
 AJ1426  NAD 83(1986)-  27 41 29.52255(N)    099 35 22.88864(W) AD(       ) 4
 AJ1426  NAD 27      -  27 41 28.47100(N)    099 35 21.72400(W) AD(       ) 3
 AJ1426
 AJ1426.Superseded values are not recommended for survey control.
 AJ1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1426.See file dsdata.txt to determine how the superseded data were derived.
 AJ1426
 AJ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4185563172(NAD 83)
 AJ1426_MARKER: 66 = WINDMILL
 AJ1426
 AJ1426  HISTORY     - Date     Condition        Report By
 AJ1426  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1426  HISTORY     - 1944     GOOD             CGS
 AJ1426
 AJ1426                          STATION DESCRIPTION
 AJ1426
 AJ1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AJ1426'STATION RECOVERED IN GOOD CONDITION.
 AJ1426'
 AJ1426'FROM THE PLAZA HOTEL IN LAREDO GO N ON U.S. HIGHWAY 83 FOR
 AJ1426'4.5 MILES, TURN LEFT (W), CROSS THE RAILROAD TRACKS, AND
 AJ1426'CONTINUE W AND N ON THE MAIN-TRAVELED ROAD FOR 7.4 MILES
 AJ1426'TO A FORK IN THE ROAD.  TAKE THE RIGHT-HAND FORK, CROSS
 AJ1426'RAILROAD TRACKS, CONTINUE ON THE MAIN-TRAVELED ROAD FOR 3.2
 AJ1426'MILES, TURN RIGHT (E) ONTO A TRACK ROAD AND GO 0.3 MILE
 AJ1426'TO A WIRE CORRAL, A DIRT TANK, AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2761 ***********************************************************************
 AX2761  DESIGNATION -  MATULA
 AX2761  PID         -  AX2761
 AX2761  STATE/COUNTY-  TX/LAVACA
 AX2761  USGS QUAD   -  HALLETTSVILLE (1981)
 AX2761
 AX2761                         *CURRENT SURVEY CONTROL
 AX2761  ___________________________________________________________________
 AX2761* NAD 83(1993)-  29 25 22.51419(N)    096 57 38.82912(W)     ADJUSTED  
 AX2761* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 AX2761  ___________________________________________________________________
 AX2761  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AX2761  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2761
 AX2761  HORZ ORDER  -  FIRST
 AX2761
 AX2761.The horizontal coordinates were established by classical geodetic methods
 AX2761.and adjusted by the National Geodetic Survey in February 1996..
 AX2761
 AX2761.The orthometric height was scaled from a topographic map.
 AX2761
 AX2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2761
 AX2761.The geoid height was determined by GEOID03.
 AX2761
 AX2761;                    North         East     Units Scale Factor Converg.
 AX2761;SPC TXSC     - 4,177,893.188   797,847.723   MT  0.99986442   +0 59 56.5
 AX2761;SPC TXSC     -13,706,971.23  2,617,605.40   sFT  0.99986442   +0 59 56.5
 AX2761;UTM  14      - 3,256,572.960   697,827.190   MT  1.00008292   +1 00 07.5
 AX2761
 AX2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2761!SPC TXSC     -   0.99999014  x   0.99986442  =   0.99985456
 AX2761!UTM  14      -   0.99999014  x   1.00008292  =   1.00007306
 AX2761
 AX2761:                Primary Azimuth Mark                     Grid Az
 AX2761:SPC TXSC     -  MATULA AZ MK 2                           021 45 01.4
 AX2761:UTM  14      -  MATULA AZ MK 2                           021 44 50.4
 AX2761
 AX2761|---------------------------------------------------------------------|
 AX2761| PID    Reference Object                     Distance      Geod. Az  |
 AX2761|                                                           dddmmss.s |
 AX2761| CV6556 MATULA AZ MK 2                                     0224457.9 |
 AX2761| CV6555 MATULA AZ MK                                       0224458.8 |
 AX2761| CV6557 MATULA RM 1                          16.616 METERS 02816     |
 AX2761| AX2760 HALLETTSVILLE LAVACA CO CTHSE       APPROX. 3.0 KM 0351930.4 |
 AX2761| AX2759 HALLETTSVILLE MUNICIPAL TANK        APPROX. 3.3 KM 0370049.0 |
 AX2761| CV6558 MATULA RM 2                          24.689 METERS 13507     |
 AX2761| AX2757 ST MARYS CHURCH SPIRE               APPROX. 4.5 KM 3080908.8 |
 AX2761|---------------------------------------------------------------------|
 AX2761
 AX2761                          SUPERSEDED SURVEY CONTROL
 AX2761
 AX2761  NAD 83(1986)-  29 25 22.52628(N)    096 57 38.81901(W) AD(       ) 1
 AX2761  NAD 27      -  29 25 21.65400(N)    096 57 37.88200(W) AD(       ) 1
 AX2761
 AX2761.Superseded values are not recommended for survey control.
 AX2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2761.See file dsdata.txt to determine how the superseded data were derived.
 AX2761
 AX2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9782756573(NAD 83)
 AX2761_MARKER: DS = TRIANGULATION STATION DISK
 AX2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2761
 AX2761  HISTORY     - Date     Condition        Report By
 AX2761  HISTORY     - 1943     MONUMENTED       CGS
 AX2761  HISTORY     - 1963     GOOD             CGS
 AX2761  HISTORY     - 1964     GOOD             CGS
 AX2761  HISTORY     - 1971     GOOD             LOCENG
 AX2761  HISTORY     - 19970607 GOOD             USPSQD
 AX2761
 AX2761                          STATION DESCRIPTION
 AX2761
 AX2761'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2761'STATION IS LOCATED ABOUT 2 MILES SW OF HALLETTSVILLE ON LAND
 AX2761'OWNED BY FRANK MATULA.  IT IS 26 PACES NE OF A FENCE CORNER,
 AX2761'14 PACES NE OF A 16-INCH TREE, 25 FEET SW OF THE CENTER LINE
 AX2761'OF A DIRT ROAD AND 1 FOOT NW OF A WIRE FENCE.  IT IS STAMPED
 AX2761'MATULA 1943 AND PROJECTS 3 INCHES.
 AX2761'
 AX2761'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2761'DISKS SET IN CONCRETE.
 AX2761'
 AX2761'REFERENCE MARK NO. 1 IS NE OF THE STATION, 21 FEET SW OF
 AX2761'THE CENTER LINE OF THE DIRT ROAD AND 2 INCHES NW OF THE
 AX2761'WIRE FENCE.  IT IS STAMPED MATULA NO. 1 1943 AND PROJECTS
 AX2761'4 INCHES.
 AX2761'
 AX2761'REFERENCE MARK NO. 2 IS SE OF THE STATION, 91 FEET E OF A
 AX2761'FENCE CORNER AND 2 FEET NE OF A WIRE FENCE.  IT IS STAMPED
 AX2761'MATULA NO. 2 1943 AND PROJECTS 2 INCHES.
 AX2761'
 AX2761'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NNE OF THE
 AX2761'STATION, 21 FEET W OF THE W RAIL OF A RAILROAD TRACK, 18
 AX2761'FEET N OF THE CENTER LINE OF A DIRT ROAD AND 3 FEET NW OF THE
 AX2761'RAILROAD WARNING SIGN.  IT IS STAMPED MATULA 1943 AND PROJECTS
 AX2761'3 INCHES.
 AX2761'
 AX2761'TO REACH THE STATION FROM HALLETTSVILLE, GO W ON U.S. HIGHWAY
 AX2761'77 TO THE BRIDGE OVER THE LAVACA RIVER.  THEN CONTINUE AHEAD
 AX2761'FOR 0.4 MILE TO A GRAVEL SIDE ROAD ON THE LEFT.  THEN LEFT
 AX2761'FOR 0.5 MILE TO A RAILROAD UNDERPASS, CONTINUE FOR 0.2 MILE
 AX2761'TO A FORKS.  THEN RIGHT FORK (DIRT ROAD) FOR 0.45 MILE TO A
 AX2761'SIDE ROAD ON THE LEFT JUST BEFORE REACHING A RAILROAD CROSSING
 AX2761'(AZIMUTH MARK W OF RAILROAD CROSSING).  THEN LEFT FOR 0.25
 AX2761'MILE TO THE STATION ON THE LEFT.
 AX2761'
 AX2761'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2761
 AX2761                          STATION RECOVERY (1963)
 AX2761
 AX2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2761'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 AX2761'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2761'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2761
 AX2761                          STATION RECOVERY (1964)
 AX2761
 AX2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 AX2761'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 AX2761'MARK WERE RECOVERED IN GOOD CONDITION.  AT THE REQUEST OF
 AX2761'THE TEXAS HIGHWAY DEPARTMENT THE AZIMUTH MARK WAS DESTROYED
 AX2761'TO CLEAR THE AREA FOR WIDENING THE ROAD.  A NEW AZIMUTH
 AX2761'MARK WAS SET.  THE MARK WAS MOVED AWAY FROM THE ORIGINAL
 AX2761'AZIMUTH MARK 212.5 FEET, NORTH-NORTHEAST, ON LINE FROM THE
 AX2761'STATION MARK.
 AX2761'
 AX2761'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 AX2761'2 MILES AIRLINE SOUTHWEST OF HALLETTSVILLE AND ABOUT 1 MILE
 AX2761'WEST OF U.S. HIGHWAY 77, ALONG THE SOUTHEAST RIGHT-OF-WAY
 AX2761'OF A NARROW NORTH-SOUTH ROAD AND ON LAND OWNED BY MR. FRANK
 AX2761'MATULA.
 AX2761'
 AX2761'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77
 AX2761'AND 90A IN HALLETTSVILLE, GO WEST ON U.S. HIGHWAY 77 FOR
 AX2761'0.25 MILE TO THE BRIDGE OVER LAVACA RIVER.  CONTINUE ON U.S.
 AX2761'HIGHWAY 77 FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAYS
 AX2761'77, 90A AND 77A.  KEEP LEFT, ON U.S. HIGHWAY 77, GO 0.75
 AX2761'MILE TO A GRAVELED ROAD ON THE RIGHT, AT THE SHADY TRAILER
 AX2761'PARK.  TURN RIGHT, GO WESTERLY ON THE GRAVELED 0.45 MILE
 AX2761'TO A ROAD FORK AND THE AZIMUTH MARK ON THE RIGHT.  TAKE LEFT
 AX2761'FORK, GO SOUTHERLY ALONG A NARROW SANDY ROAD FOR 0.3 MILE
 AX2761'TO SUMMIT OF ROAD AND THE STATION ON THE LEFT.
 AX2761'
 AX2761'STATION MARK, A STANDARD DISK STAMPED MATULA 1943, IS SET
 AX2761'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 AX2761'IT IS 69 FEET NORTHEAST OF A FENCE CORNER, 40 FEET NORTHEAST
 AX2761'OF A 24-INCH TREE, 19 FEET SOUTHEAST OF THE CENTER LINE OF
 AX2761'ROAD, AND 1 FOOT NORTHWEST OF A FENCE LINE.
 AX2761'
 AX2761'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MATULA NO 1
 AX2761'1943, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AX2761'4 INCHES.  IT IS 18 FEET SOUTHEAST OF THE CENTER LINE OF
 AX2761'ROAD AND 1 FOOT NORTHWEST OF THE FENCE LINE.
 AX2761'
 AX2761'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MATULA NO 2
 AX2761'1943, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AX2761'4 INCHES.  IT IS 90 FEET SOUTHEAST OF THE FENCE CORNER AND
 AX2761'1 FOOT NORTH OF A FENCE LINE.
 AX2761'
 AX2761'AZIMUTH MARK, A STANDARD DISK STAMPED MATULA 1943 RESET 1964,
 AX2761'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4
 AX2761'INCHES.  IT IS 168 FEET NORTHEAST OF A TELEGRAPH LINE (MEASURED
 AX2761'ALONG THE NORTHEAST-SOUTHWEST FENCE LINE FROM A CORNER FENCE
 AX2761'POST.), 48 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVELED
 AX2761'ROAD, 20 FEET SOUTHWEST OF A BRACED FENCE POST, 2 FEET NORTHEAST
 AX2761'OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT
 AX2761'BASE LINE STATION 23 + 32.
 AX2761
 AX2761                          STATION RECOVERY (1971)
 AX2761
 AX2761'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (BC)
 AX2761'RECOVERED BY COSTAL STATES GAS PRODUCING CO.
 AX2761'
 AX2761'MATULA 1943-GOOD
 AX2761'
 AX2761'1943 MATULA R.M. 1-GOOD
 AX2761'
 AX2761'MARKS WERE FOUND IN GOOD CONDITION.  REACHED AS FOLLOWS.
 AX2761'FROM INTERSECTION OF U.S. HWY 90 AH. AND U.S. 77 ON WEST
 AX2761'EDGE OF HALLETTSVILLE, GO SOUTH ON U.S. 77-0.75 MI. TO F.M.
 AX2761'318.  TURN RIGHT AND FOLLOW F.M. 318-0.4 MI. TO GRAVEL RD.
 AX2761'ON LEFT.  TURN LEFT AND FOLLOW GRAVEL ROAD 0.3 MI. TO MARKS
 AX2761'ON LEFT SIDE.  MATULA IS EASTERLY OF R/W FENCE AND PROJECTS
 AX2761'12 INCHES.  R.M. 1 IS 2 FT EASTERLY OF R/W FENCE AND PROJECTS
 AX2761'3 INCHES.
 AX2761
 AX2761                          STATION RECOVERY (1997)
 AX2761
 AX2761'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0149 ***********************************************************************
 AB0149  DESIGNATION -  MAULDIN
 AB0149  PID         -  AB0149
 AB0149  STATE/COUNTY-  TX/CAMERON
 AB0149  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0149
 AB0149                         *CURRENT SURVEY CONTROL
 AB0149  ___________________________________________________________________
 AB0149* NAD 83(1993)-  25 58 19.01699(N)    097 30 58.34984(W)     ADJUSTED  
 AB0149* NAVD 88     -         6.850  (meters)      22.47   (feet)  ADJUSTED  
 AB0149  ___________________________________________________________________
 AB0149  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 AB0149  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 AB0149  DYNAMIC HT  -           6.839 (meters)      22.44  (feet)  COMP
 AB0149  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 AB0149
 AB0149  HORZ ORDER  -  SECOND
 AB0149  VERT ORDER  -  FIRST     CLASS II
 AB0149
 AB0149.The horizontal coordinates were established by classical geodetic methods
 AB0149.and adjusted by the National Geodetic Survey in February 1996..
 AB0149
 AB0149.The orthometric height was determined by differential leveling
 AB0149.and adjusted by the National Geodetic Survey in June 1991..
 AB0149
 AB0149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0149
 AB0149.The geoid height was determined by GEOID03.
 AB0149
 AB0149.The dynamic height is computed by dividing the NAVD 88
 AB0149.geopotential number by the normal gravity value computed on the
 AB0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0149.degrees latitude (g = 980.6199 gals.).
 AB0149
 AB0149.The modeled gravity was interpolated from observed gravity values.
 AB0149
 AB0149;                    North         East     Units Scale Factor Converg.
 AB0149;SPC TX S     - 5,034,208.422   398,522.753   MT  1.00005475   +0 26 47.9
 AB0149;SPC TX S     -16,516,398.80  1,307,486.73   sFT  1.00005475   +0 26 47.9
 AB0149;UTM  14      - 2,873,419.822   648,539.969   MT  0.99987244   +0 38 59.7
 AB0149
 AB0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0149!SPC TX S     -   1.00000238  x   1.00005475  =   1.00005713
 AB0149!UTM  14      -   1.00000238  x   0.99987244  =   0.99987482
 AB0149
 AB0149|---------------------------------------------------------------------|
 AB0149| PID    Reference Object                     Distance      Geod. Az  |
 AB0149|                                                           dddmmss.s |
 AB0149| AB0150 MAULDIN RM 1                         28.328 METERS 06929     |
 AB0149| AB0148 MAULDIN RM 2                         23.997 METERS 16429     |
 AB0149| AB0151 MAULDIN AZ MK                                      3423843.4 |
 AB0149|---------------------------------------------------------------------|
 AB0149
 AB0149                          SUPERSEDED SURVEY CONTROL
 AB0149
 AB0149  NAD 83(1986)-  25 58 19.02674(N)    097 30 58.30523(W) AD(       ) 2
 AB0149  NAD 27      -  25 58 17.74300(N)    097 30 57.35400(W) AD(       ) 2
 AB0149  NGVD 29 (??/??/92)    6.929  (m)           22.73   (f) ADJ UNCH    1 2
 AB0149
 AB0149.Superseded values are not recommended for survey control.
 AB0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0149.See file dsdata.txt to determine how the superseded data were derived.
 AB0149
 AB0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP4854073420(NAD 83)
 AB0149_MARKER: DS = TRIANGULATION STATION DISK
 AB0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0149_STAMPING: MAULDIN 1947
 AB0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0149+STABILITY: SURFACE MOTION
 AB0149
 AB0149  HISTORY     - Date     Condition        Report By
 AB0149  HISTORY     - 1947     MONUMENTED       CGS
 AB0149  HISTORY     - 1950     GOOD             CGS
 AB0149  HISTORY     - 1951     GOOD             CGS
 AB0149  HISTORY     - 1951     GOOD             NGS
 AB0149  HISTORY     - 1973     GOOD             NGS
 AB0149  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0149  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0149  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0149  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0149  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0149
 AB0149                          STATION DESCRIPTION
 AB0149
 AB0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB0149'STATION IS LOCATED ABOUT 4 MILE NORTH OF BROWNSVILLE, 3 MILES
 AB0149'SOUTH OF OLMITO AND ON THE MAULDIN AIRFIELD.  IT IS 210 FEET
 AB0149'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HANGER, AND 20
 AB0149'FEET SOUTHWEST OF THE INTERSECTION OF TWO CONCRETE ROADS.
 AB0149'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MAULDIN
 AB0149'1947.
 AB0149'
 AB0149'REFERENCE MARK NO. 1 IS 92.94 FEET EAST OF THE STATION.  IT
 AB0149'IS 75 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAYS 77 AND
 AB0149'83, AND 8 FEET SOUTH OF THE CENTER OF A CONCRETE ROAD.  THE
 AB0149'MARK IS FLUSH AND THE DISK IS STAMPED MAULDIN NO 1 1947.
 AB0149'
 AB0149'REFERENCE MARK NO. 2 IS 78.73 FEET SOUTH OF THE STATION.  IT
 AB0149'IS 30 FEET WEST OF THE CENTER OF A CONCRETE ROAD.  THE MARK
 AB0149'PROJECTS 3 INCHES AND THE DISK IS STAMPED MAULDIN NO 2 1947.
 AB0149'
 AB0149'AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION.  IT IS 30
 AB0149'FEET WEST OF THE CENTERLINE OF HIGHWAYS 77 AND 83, AND 5 FEET
 AB0149'SOUTH OF A POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 AB0149'MAULDIN 1947.
 AB0149'
 AB0149'TO REACH THE STATION FROM THE POST OFFICE IN BROWNSVILLE,
 AB0149'FOLLOW U.S. HIGHWAYS 77 AND 83 NORTH FOR 5.35 MILES TO A
 AB0149'T ROAD LEFT, *JUST NORTH OF THE MAULDIN AIRFIELD HANGER,
 AB0149'TURN LEFT AND GO WEST ON CONCRETE ROAD FOR 175 FEET TO THE
 AB0149'STATION.
 AB0149'
 AB0149'*TO REACH THE STATION FROM THIS POINT, GO NORTH ON HIGHWAYS
 AB0149'77 AND 83 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 AB0149'DESCRIBED.
 AB0149'
 AB0149'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB0149
 AB0149                          STATION RECOVERY (1950)
 AB0149
 AB0149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB0149'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION BY R.C.B. IN
 AB0149'1947 IS COMPLETE AND ADEQUATE, WITH THE FOLLOWING ADDITION--STATION
 AB0149'IS 2.0 FT. S. OF A 4X4 INCH WITNESS POST.
 AB0149
 AB0149                          STATION RECOVERY (1951)
 AB0149
 AB0149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB0149'3.5 MILES SOUTHEAST ALONG U.S. HIGHWAYS 77 AND 83 FROM THE
 AB0149'ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION AT OLMITO,
 AB0149'AT THE MAULDIN AIRPORT, 215 FEET NORTHWEST OF THE NORTHWEST
 AB0149'CORNER OF THE EAST HANGAR, 179 FEET SOUTHWEST OF THE CENTER
 AB0149'LINE OF THE HIGHWAY, 14 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 AB0149'OF THE PAVEMENT, 20 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 AB0149'THE PAVEMENT, 1.7 FEET SOUTHEAST OF A WITNESS POST, A
 AB0149'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 AB0149'POST WHICH IS FLUSH WITH THE GROUND, STAMPED MAULDIN 1947.
 AB0149'
 AB0149'MAULDIN R.M. 1 IS 92.8 FEET NORTHEAST OF TRIANGULATION STATION
 AB0149'MAULDIN 1947, 86 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AB0149'HIGHWAY, 1 FOOT SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT,
 AB0149'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 AB0149'WHICH IS FLUSH WITH THE GROUND, STAMPED MAULDIN NO 1 1947.
 AB0149'
 AB0149'MAULDIN R.M. 2 IS 78.7 FEET SOUTHEAST OF TRIANGULATION STATION
 AB0149'MAULDIN 1947, 138 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AB0149'THE EAST HANGAR, 27.6 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 AB0149'OF THE PAVEMENT, A REFERENCE MARK DISK SET IN THE TOP OF A
 AB0149'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED
 AB0149'MAULDIN NO 2 1947.
 AB0149'
 AB0149'MAULDIN AZIMUTH 1947 IS 0.5 MILE NORTHWEST OF TRIANGULATION
 AB0149'STATION MAULDIN 1947, 30 FEET SOUTHWEST OF THE CENTER LINE
 AB0149'OF U.S. HIGHWAYS 77 AND 83, 4 TELEPHONE POLES SOUTHEAST OF
 AB0149'AN IRRIGATION DITCH, 2 FEET SOUTHEAST OF A TELEPHONE POLE,
 AB0149'1 FOOT NORTHEAST OF A WITNESS POST, AT THE SOUTHWEST EDGE
 AB0149'OF A GRADER DITCH, AN AZIMUTH MARK DISK SET IN THE TOP OF A
 AB0149'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED MAULDIN
 AB0149'1947.
 AB0149'
 AB0149'ALL MARKS ARE IN GOOD CONDITION.
 AB0149
 AB0149                          STATION RECOVERY (1951)
 AB0149
 AB0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0149'3.5 MI SE FROM OLMITO.
 AB0149'3.5 MILES SOUTHEAST ALONG U.S. HIGHWAYS 77 AND 83 FROM THE ST. LOUIS,
 AB0149'BROWNSVILLE AND MEXICO RAILROAD STATION AT OLMITO, AT THE MAULDIN
 AB0149'AIRPORT, 215 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE EAST
 AB0149'HANGAR, 179 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 AB0149'SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT, 20 FEET SOUTHWEST OF
 AB0149'THE SOUTHWEST EDGE OF THE PAVEMENT, 1.7 FEET SOUTHEAST OF A WITNESS
 AB0149'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AB0149'GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0149
 AB0149                          STATION RECOVERY (1973)
 AB0149
 AB0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 AB0149'THE STATION, AZIMUTH MARK, AND REFERENCE MARK 2 WERE RECOVERED
 AB0149'AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK 1 HAS
 AB0149'BEEN DESTROYED.  REFERENCE MARK 2 IS BLOCKED FROM VIEW BY
 AB0149'A LARGE BLDG.
 AB0149'
 AB0149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 AB0149'MILES NORTH OF BROWNSVILLE.
 AB0149
 AB0149                          STATION RECOVERY (1981)
 AB0149
 AB0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0149'SEARCHED FOR AND NOT RECOVERED THIS DATE, THE AIRPORT HAS BEEN
 AB0149'ABANDONED AND BRUSH AND TREES HAVE GROWN UP IN THIS AREA, TRASH AND
 AB0149'OLD MACHINERY IS PILED IN THIS AREA.
 AB0149
 AB0149                          STATION RECOVERY (1988)
 AB0149
 AB0149'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0149'MARK NOT FOUND.
 AB0149
 AB0149                          STATION RECOVERY (1991)
 AB0149
 AB0149'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0149'MARK NOT FOUND.
 AB0149
 AB0149                          STATION RECOVERY (1991)
 AB0149
 AB0149'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0149'MARK NOT FOUND.
 AB0149
 AB0149                          STATION RECOVERY (1991)
 AB0149
 AB0149'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0151 ***********************************************************************
 AB0151  DESIGNATION -  MAULDIN AZ MK
 AB0151  PID         -  AB0151
 AB0151  STATE/COUNTY-  TX/CAMERON
 AB0151  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0151
 AB0151                         *CURRENT SURVEY CONTROL
 AB0151  ___________________________________________________________________
 AB0151* NAD 83(1986)-  25 58 45.     (N)    097 31 08.     (W)     SCALED    
 AB0151* NAVD 88     -         8.028  (meters)      26.34   (feet)  ADJUSTED  
 AB0151  ___________________________________________________________________
 AB0151  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 AB0151  DYNAMIC HT  -           8.016 (meters)      26.30  (feet)  COMP
 AB0151  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 AB0151
 AB0151  VERT ORDER  -  FIRST     CLASS II
 AB0151
 AB0151.The horizontal coordinates were scaled from a topographic map and have
 AB0151.an estimated accuracy of +/- 6 seconds.
 AB0151
 AB0151.The orthometric height was determined by differential leveling
 AB0151.and adjusted by the National Geodetic Survey in June 1991..
 AB0151
 AB0151.The geoid height was determined by GEOID03.
 AB0151
 AB0151.The dynamic height is computed by dividing the NAVD 88
 AB0151.geopotential number by the normal gravity value computed on the
 AB0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0151.degrees latitude (g = 980.6199 gals.).
 AB0151
 AB0151.The modeled gravity was interpolated from observed gravity values.
 AB0151
 AB0151;                    North         East    Units  Estimated Accuracy
 AB0151;SPC TX S     - 5,035,010.      398,250.      MT  (+/- 180 meters Scaled)
 AB0151
 AB0151                          SUPERSEDED SURVEY CONTROL
 AB0151
 AB0151  NGVD 29 (??/??/92)    8.108  (m)           26.60   (f) ADJ UNCH    1 2
 AB0151
 AB0151.Superseded values are not recommended for survey control.
 AB0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0151.See file dsdata.txt to determine how the superseded data were derived.
 AB0151
 AB0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP482742(NAD 83)
 AB0151_MARKER: DZ = AZIMUTH MARK DISK
 AB0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0151_STAMPING: MAULDIN 1947
 AB0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0151+STABILITY: SURFACE MOTION
 AB0151
 AB0151  HISTORY     - Date     Condition        Report By
 AB0151  HISTORY     - 1947     MONUMENTED       CGS
 AB0151  HISTORY     - 1951     GOOD             NGS
 AB0151  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0151  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0151
 AB0151                          STATION DESCRIPTION
 AB0151
 AB0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0151'3.0 MI SE FROM OLMITO.
 AB0151'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAYS 77 AND 83 FROM THE ST. LOUIS,
 AB0151'BROWNSVILLE AND MEXICO RAILROAD STATION AT OLMITO, 0.5 MILE NORTHWEST
 AB0151'OF THE MAULDIN AIRPORT AND TRIANGULATION STATION MAULDIN 1947, 30 FEET
 AB0151'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 TELEPHONE POLES
 AB0151'SOUTHEAST OF AN IRRIGATION DITCH, 2 FEET SOUTHEAST OF A TELEPHONE
 AB0151'POLE, 1 FOOT NORTHEAST OF A WITNESS POST, AT THE SOUTHWEST EDGE OF A
 AB0151'GRADER DITCH, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AB0151'THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0151
 AB0151                          STATION RECOVERY (1981)
 AB0151
 AB0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0151'SEARCHED FOR AND NOT RECOVERED THIS DATE, ROAD HAS BEEN WIDENED.
 AB0151
 AB0151                          STATION RECOVERY (1988)
 AB0151
 AB0151'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0150 ***********************************************************************
 AB0150  DESIGNATION -  MAULDIN RM 1
 AB0150  PID         -  AB0150
 AB0150  STATE/COUNTY-  TX/CAMERON
 AB0150  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0150
 AB0150                         *CURRENT SURVEY CONTROL
 AB0150  ___________________________________________________________________
 AB0150* NAD 83(1986)-  25 58 18.     (N)    097 30 58.     (W)     SCALED    
 AB0150* NAVD 88     -         6.913  (meters)      22.68   (feet)  ADJUSTED  
 AB0150  ___________________________________________________________________
 AB0150  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 AB0150  DYNAMIC HT  -           6.902 (meters)      22.64  (feet)  COMP
 AB0150  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 AB0150
 AB0150  VERT ORDER  -  FIRST     CLASS II
 AB0150
 AB0150.The horizontal coordinates were scaled from a topographic map and have
 AB0150.an estimated accuracy of +/- 6 seconds.
 AB0150
 AB0150.The orthometric height was determined by differential leveling
 AB0150.and adjusted by the National Geodetic Survey in June 1991..
 AB0150
 AB0150.The geoid height was determined by GEOID03.
 AB0150
 AB0150.The dynamic height is computed by dividing the NAVD 88
 AB0150.geopotential number by the normal gravity value computed on the
 AB0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0150.degrees latitude (g = 980.6199 gals.).
 AB0150
 AB0150.The modeled gravity was interpolated from observed gravity values.
 AB0150
 AB0150;                    North         East    Units  Estimated Accuracy
 AB0150;SPC TX S     - 5,034,180.      398,530.      MT  (+/- 180 meters Scaled)
 AB0150
 AB0150                          SUPERSEDED SURVEY CONTROL
 AB0150
 AB0150  NGVD 29 (??/??/92)    6.993  (m)           22.94   (f) ADJ UNCH    1 2
 AB0150
 AB0150.Superseded values are not recommended for survey control.
 AB0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0150.See file dsdata.txt to determine how the superseded data were derived.
 AB0150
 AB0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP485733(NAD 83)
 AB0150_MARKER: DR = REFERENCE MARK DISK
 AB0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0150_STAMPING: MAULDIN NO 1 1947
 AB0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0150+STABILITY: SURFACE MOTION
 AB0150
 AB0150  HISTORY     - Date     Condition        Report By
 AB0150  HISTORY     - 1947     MONUMENTED       CGS
 AB0150  HISTORY     - 1951     GOOD             NGS
 AB0150  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0150  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0150  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0150
 AB0150                          STATION DESCRIPTION
 AB0150
 AB0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0150'3.5 MI SE FROM OLMITO.
 AB0150'3.5 MILES SOUTHEAST ALONG U.S. HIGHWAYS 77 AND 83 FROM THE ST. LOUIS,
 AB0150'BROWNSVILLE AND MEXICO RAILROAD STATION AT OLMITO, AT THE MAULDIN
 AB0150'AIRPORT, 86 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 92.8
 AB0150'FEET NORTHEAST OF TRIANGULATION STATION MAULDIN 1947, 1 FOOT SOUTHEAST
 AB0150'OF THE SOUTHEAST EDGE OF THE PAVEMENT, SET IN THE TOP OF A CONCRETE
 AB0150'POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC
 AB0150'LINES.
 AB0150
 AB0150                          STATION RECOVERY (1981)
 AB0150
 AB0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0150'SEARCHED FOR AND NOT RECOVERED THIS DATE.
 AB0150
 AB0150                          STATION RECOVERY (1988)
 AB0150
 AB0150'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0150'MARK NOT FOUND.
 AB0150
 AB0150                          STATION RECOVERY (1991)
 AB0150
 AB0150'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0148 ***********************************************************************
 AB0148  DESIGNATION -  MAULDIN RM 2
 AB0148  PID         -  AB0148
 AB0148  STATE/COUNTY-  TX/CAMERON
 AB0148  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0148
 AB0148                         *CURRENT SURVEY CONTROL
 AB0148  ___________________________________________________________________
 AB0148* NAD 83(1986)-  25 58 18.     (N)    097 30 58.     (W)     SCALED    
 AB0148* NAVD 88     -         7.023  (meters)      23.04   (feet)  ADJUSTED  
 AB0148  ___________________________________________________________________
 AB0148  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 AB0148  DYNAMIC HT  -           7.012 (meters)      23.01  (feet)  COMP
 AB0148  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 AB0148
 AB0148  VERT ORDER  -  FIRST     CLASS II
 AB0148
 AB0148.The horizontal coordinates were scaled from a topographic map and have
 AB0148.an estimated accuracy of +/- 6 seconds.
 AB0148
 AB0148.The orthometric height was determined by differential leveling
 AB0148.and adjusted by the National Geodetic Survey in June 1991..
 AB0148
 AB0148.The geoid height was determined by GEOID03.
 AB0148
 AB0148.The dynamic height is computed by dividing the NAVD 88
 AB0148.geopotential number by the normal gravity value computed on the
 AB0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0148.degrees latitude (g = 980.6199 gals.).
 AB0148
 AB0148.The modeled gravity was interpolated from observed gravity values.
 AB0148
 AB0148;                    North         East    Units  Estimated Accuracy
 AB0148;SPC TX S     - 5,034,180.      398,530.      MT  (+/- 180 meters Scaled)
 AB0148
 AB0148                          SUPERSEDED SURVEY CONTROL
 AB0148
 AB0148  NGVD 29 (??/??/92)    7.102  (m)           23.30   (f) ADJ UNCH    1 2
 AB0148
 AB0148.Superseded values are not recommended for survey control.
 AB0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0148.See file dsdata.txt to determine how the superseded data were derived.
 AB0148
 AB0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP485733(NAD 83)
 AB0148_MARKER: DR = REFERENCE MARK DISK
 AB0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0148_STAMPING: MAULDIN NO 2 1947
 AB0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0148+STABILITY: SURFACE MOTION
 AB0148
 AB0148  HISTORY     - Date     Condition        Report By
 AB0148  HISTORY     - 1947     MONUMENTED       CGS
 AB0148  HISTORY     - 1951     GOOD             NGS
 AB0148  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0148  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0148  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0148
 AB0148                          STATION DESCRIPTION
 AB0148
 AB0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0148'3.5 MI SE FROM OLMITO.
 AB0148'3.5 MILES SOUTHEAST ALONG U.S. HIGHWAYS 77 AND 83 FROM THE ST. LOUIS,
 AB0148'BROWNSVILLE AND MEXICO RAILROAD STATION AT OLMITO, AT THE MAULDIN
 AB0148'AIRPORT, 138 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE EAST
 AB0148'HANGAR, 78.7 FEET SOUTHEAST OF TRIANGULATION STATION MAULDIN 1947,
 AB0148'27.6 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE PAVEMENT, SET IN THE
 AB0148'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AB0148'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0148
 AB0148                          STATION RECOVERY (1981)
 AB0148
 AB0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0148'NOT RECOVERED THIS DATE, THE MAULDIN AIR SERVICE FLYING FIELD HAS
 AB0148'BEEN ABANDONDED, TRASH AND OLD FARM MACHINERY, AND BRUSH AND TREES
 AB0148'HAVE GROWN IN THIS IMMEDIATE AREA.
 AB0148
 AB0148                          STATION RECOVERY (1988)
 AB0148
 AB0148'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0148'MARK NOT FOUND.
 AB0148
 AB0148                          STATION RECOVERY (1991)
 AB0148
 AB0148'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1902 ***********************************************************************
 FL1902  DESIGNATION -  MAULSBY
 FL1902  PID         -  FL1902
 FL1902  STATE/COUNTY-  TX/WHEELER
 FL1902  USGS QUAD   -  MOBEETIE (1963)
 FL1902
 FL1902                         *CURRENT SURVEY CONTROL
 FL1902  ___________________________________________________________________
 FL1902* NAD 83(1993)-  35 34 45.25611(N)    100 26 51.93036(W)     ADJUSTED  
 FL1902* NAVD 88     -       883.     (meters)    2897.     (feet)  SCALED    
 FL1902  ___________________________________________________________________
 FL1902  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 FL1902  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FL1902
 FL1902  HORZ ORDER  -  FIRST
 FL1902
 FL1902.The horizontal coordinates were established by classical geodetic methods
 FL1902.and adjusted by the National Geodetic Survey in February 1996..
 FL1902
 FL1902.The orthometric height was scaled from a topographic map.
 FL1902
 FL1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1902
 FL1902.The geoid height was determined by GEOID03.
 FL1902
 FL1902;                    North         East     Units Scale Factor Converg.
 FL1902;SPC TX N     - 1,175,703.339   295,365.464   MT  0.99991482   +0 36 35.3
 FL1902;SPC TX N     - 3,857,286.70    969,044.86   sFT  0.99991482   +0 36 35.3
 FL1902;UTM  14      - 3,938,245.799   368,822.825   MT  0.99981205   -0 50 32.9
 FL1902
 FL1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1902!SPC TX N     -   0.99986561  x   0.99991482  =   0.99978044
 FL1902!UTM  14      -   0.99986561  x   0.99981205  =   0.99967769
 FL1902
 FL1902|---------------------------------------------------------------------|
 FL1902| PID    Reference Object                     Distance      Geod. Az  |
 FL1902|                                                           dddmmss.s |
 FL1902| CK9379 MAULSBY RM 1                          6.518 METERS 01414     |
 FL1902| FL1901 MOBEETIE KIMBELL MILLING ELEV       APPROX. 4.7 KM 1684453.8 |
 FL1902| FL1904 MOBEETIE METHODIST CH SPIRE         APPROX. 5.1 KM 1702055.0 |
 FL1902| CK9378 MAULSBY AZ MK RESET                                1921531.8 |
 FL1902| CK9377 MAULSBY AZ MK                                      1921531.7 |
 FL1902| CK9380 MAULSBY RM 2                          7.543 METERS 29106     |
 FL1902|---------------------------------------------------------------------|
 FL1902
 FL1902                          SUPERSEDED SURVEY CONTROL
 FL1902
 FL1902  NAD 83(1993)-  35 34 45.25696(N)    100 26 51.92983(W) AD(       ) 1
 FL1902  NAD 83(1986)-  35 34 45.26081(N)    100 26 51.91947(W) AD(       ) 1
 FL1902  NAD 27      -  35 34 45.09600(N)    100 26 50.45500(W) AD(       ) 1
 FL1902
 FL1902.Superseded values are not recommended for survey control.
 FL1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1902.See file dsdata.txt to determine how the superseded data were derived.
 FL1902
 FL1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6882338246(NAD 83)
 FL1902_MARKER: DS = TRIANGULATION STATION DISK
 FL1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1902
 FL1902  HISTORY     - Date     Condition        Report By
 FL1902  HISTORY     - 1951     MONUMENTED       CGS
 FL1902  HISTORY     - 1953     GOOD             CGS
 FL1902
 FL1902                          STATION DESCRIPTION
 FL1902
 FL1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1902'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF WHEELER, 3
 FL1902'MILES NORTH OF NEW MOBEETIE, 54 FEET NORTH OF A TRACK ROAD, 6
 FL1902'FEET NORTH-NORTHEAST OF A WITNESS POST, AND ON A BARE HILL IN
 FL1902'A PASTURE OWNED BY MR. J.P. MAULSBY.  THE MARK IS FLUSH WITH
 FL1902'THE GROUND, AND THE DISK IS STAMPED MAULSBY 1951.
 FL1902'
 FL1902'REFERENCE MARK NO. 1 IS 75 FEET NORTH OF A TRACK ROAD.  THE
 FL1902'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MAULSBY
 FL1902'NO 1 1951.
 FL1902'
 FL1902'REFERENCE MARK NO. 2 IS 60 FEET NORTH OF A TRACK ROAD.  THE
 FL1902'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MAULSBY
 FL1902'NO 2 1951.
 FL1902'
 FL1902'THE AZIMUTH MARK IS 24 FEET WEST OF THE APPROXIMATE CENTER OF
 FL1902'A DIRT ROAD, 3 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST
 FL1902'OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 FL1902'STAMPED MAULSBY 1951.
 FL1902'
 FL1902'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER.  GO
 FL1902'WEST ON STATE ROUTE NO. 152 FOR 11.7 MILES TO A CROSS ROAD
 FL1902'AND SIGN ON THE RIGHT OLD MOBEETIE NEW MOBEETIE, TURN RIGHT
 FL1902'AND GO NORTH ON MACADAM ROAD FOR 1.3 MILES TO A ROAD FORK,
 FL1902'TAKE THE LEFT FORK AND CONTINUE NORTH ON A GRAVELED ROAD FOR
 FL1902'2.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO FOR 0.6 MILE
 FL1902'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 FL1902'FOR 0.6 MILE TO A HOUSE ON THE LEFT AND A GATE ON THE RIGHT.
 FL1902'TURN RIGHT THROUGH THE GATE AND FOLLOW TRACK ROAD FOR 0.2
 FL1902'MILE TO THE TOP OF THE HILL AND THE STATION.
 FL1902
 FL1902                          STATION RECOVERY (1953)
 FL1902
 FL1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 FL1902'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 FL1902'DESCRIBED.  THE 1951 AZIMUTH MARK WAS REMOVED AFTER A NEW
 FL1902'AZIMUTH MARK WAS SET IN 1953.  THE 1953 AZIMUTH MARK IS A
 FL1902'STANDARD DISK SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT
 FL1902'3 INCHES, STAMPED MAULSBY 1951-1953.  IT IS 3 FEET WEST
 FL1902'OF THE RIGHT-OF-WAY LINE, APPROXIMATELY 103 FEET WEST OF THE
 FL1902'CENTERLINE OF THE FARM TO MARKET ROAD AND IS EXACTLY IN THE
 FL1902'LINE OF THE ORIGINAL AZIMUTH MARK TO THE STATION AND IS ABOUT
 FL1902'100 FEET FARTHER FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0660 ***********************************************************************
 AZ0660  DESIGNATION -  MAURICE
 AZ0660  PID         -  AZ0660
 AZ0660  STATE/COUNTY-  TX/EDWARDS
 AZ0660  USGS QUAD   -  FLAT ROCK CREEK NORTH (1978)
 AZ0660
 AZ0660                         *CURRENT SURVEY CONTROL
 AZ0660  ___________________________________________________________________
 AZ0660* NAD 83(1993)-  29 39 34.27795(N)    100 34 23.62274(W)     ADJUSTED  
 AZ0660* NAVD 88     -       595.1    (meters)    1952.     (feet)  VERTCON   
 AZ0660  ___________________________________________________________________
 AZ0660  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AZ0660  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AZ0660
 AZ0660  HORZ ORDER  -  SECOND
 AZ0660
 AZ0660.The horizontal coordinates were established by classical geodetic methods
 AZ0660.and adjusted by the National Geodetic Survey in February 1996..
 AZ0660
 AZ0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0660
 AZ0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0660
 AZ0660.The geoid height was determined by GEOID03.
 AZ0660
 AZ0660;                    North         East     Units Scale Factor Converg.
 AZ0660;SPC TXSC     - 4,203,415.149   447,712.528   MT  0.99987923   -0 46 14.7
 AZ0660;SPC TXSC     -13,790,704.53  1,468,870.19   sFT  0.99987923   -0 46 14.7
 AZ0660;UTM  14      - 3,282,093.141   347,740.630   MT  0.99988605   -0 46 43.2
 AZ0660
 AZ0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0660!SPC TXSC     -   0.99991008  x   0.99987923  =   0.99978932
 AZ0660!UTM  14      -   0.99991008  x   0.99988605  =   0.99979614
 AZ0660
 AZ0660|---------------------------------------------------------------------|
 AZ0660| PID    Reference Object                     Distance      Geod. Az  |
 AZ0660|                                                           dddmmss.s |
 AZ0660| CV4735 MAURICE RM 1                         22.427 METERS 04052     |
 AZ0660| CV4736 MAURICE RM 2                         22.590 METERS 30616     |
 AZ0660| AZ0661 HAYES                               APPROX. 7.1 KM 3422530.4 |
 AZ0660|---------------------------------------------------------------------|
 AZ0660
 AZ0660                          SUPERSEDED SURVEY CONTROL
 AZ0660
 AZ0660  NAD 83(1986)-  29 39 34.27161(N)    100 34 23.60656(W) AD(       ) 2
 AZ0660  NAD 27      -  29 39 33.47247(N)    100 34 22.29292(W) AD(       ) 2
 AZ0660  NGVD 29 (07/19/86)  595.0    (m)         1952.     (f) VERT ANG       
 AZ0660
 AZ0660.Superseded values are not recommended for survey control.
 AZ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0660.See file dsdata.txt to determine how the superseded data were derived.
 AZ0660
 AZ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT4774182093(NAD 83)
 AZ0660_MARKER: DD = SURVEY DISK
 AZ0660_SETTING: 0 = UNSPECIFIED SETTING
 AZ0660
 AZ0660  HISTORY     - Date     Condition        Report By
 AZ0660  HISTORY     - 1941     MONUMENTED       USE
 AZ0660  HISTORY     - 1971     GOOD             USGS
 AZ0660
 AZ0660                          STATION DESCRIPTION
 AZ0660
 AZ0660'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0660'THE STATION IS LOCATED SOUTH 34 DEGREES EAST, 11 MILES AIRLINE
 AZ0660'DISTANCE FROM CARTA VALLEY, TEXAS, AND ABOUT 2 MILES EAST OF
 AZ0660'RANCH ROAD 2523.  IT IS ON A LONG RIDGE ABOUT 150 FEET
 AZ0660'SOUTH-SOUTHEAST OF A LARGE CONCRETE WATER TANK, AND ABOUT 150
 AZ0660'FEET SOUTHWEST OF A WATER WELL AND ABANDONED WINDMILL, ON LAND
 AZ0660'OWNED BY DR. THOMAS E. HARDING, DEL RIO, TEXAS.
 AZ0660'
 AZ0660'TO REACH FROM CARTA VALLEY, TEXAS, GO 3.9 MILES EAST ON
 AZ0660'U.S. HIGHWAY 377 TO JUNCTION OF RANCH ROAD 2523 RIGHT (SOUTH), GO
 AZ0660'7.9 MILES SOUTH ON RANCH ROAD 2523 TO GRAVEL ROAD LEFT (EAST),
 AZ0660'GO 3.0 MILES EAST ON GRAVEL ROAD TO SHARP SADDLE, CONTINUE 3.9
 AZ0660'MILES SOUTH ON GRAVEL ROAD TO LOCKED ALUMINUM GATE RIGHT (WEST)
 AZ0660'WHICH IS SOUTH ACROSS CATTLEGUARD FROM RED BARN, GO 0.2 MILES
 AZ0660'NORTHWEST ON TRACK ROAD TO GATE AT FENCE CORNER, CONTINUE 0.2
 AZ0660'MILES WEST ON TRACK ROAD TO BOARD GATE IN EAST-WEST FENCE,
 AZ0660'CONTINUE 0.9 MILES NORTHWEST ON TRACK ROAD UP EAST SIDE OF
 AZ0660'DRAW TO SHARP SWITCHBACK, CONTINUE IN 4 WHEEL-DRIVE VEHICLE
 AZ0660'0.5 MILES NORTHWEST AND WEST ON TRACK ROAD UP STEEP, ROCKY NOSE
 AZ0660'OF RIDGE TO GATE ON TOP, CONTINUE 0.9 MILES WEST AND SOUTH ON
 AZ0660'TRACK ROAD TO STATION SITE ON THE RIGHT (WEST).  8 FEET EAST
 AZ0660'OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 AZ0660'
 AZ0660'STATION MARK--A U.S. ENGINEER DEPARTMENT BRONZE MARK SET IN EDGE
 AZ0660'OF A CONCRETE POST POURED IN A STOVE PIPE PROJECTING 0.2
 AZ0660'FEET.  THE MARK IS STAMPED MAURICE 1941.
 AZ0660'
 AZ0660'REFERENCE MARK NO. 1--A USGS BRONZE TABLET SET IN BEDROCK,
 AZ0660'PROJECTING 0.3 FEET AND STAMPED MAURICE ET-NO. 1 1971.
 AZ0660'
 AZ0660'REFERENCE MARK NO. 2--A USGS BRONZE TABLET SET IN BEDROCK,
 AZ0660'PROJECTING 0.3 FEET, AND STAMPED MAURICE ET-NO. 2 1971.
 AZ0660'
 AZ0660'STATION HAYES USED 1941, IS VISIBLE FROM THE GROUND AT THIS
 AZ0660'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0660'WERE MADE FROM A SCAFFOLD AT A HEIGHT OF 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0329 ***********************************************************************
 AH0329  DESIGNATION -  MAUS
 AH0329  PID         -  AH0329
 AH0329  STATE/COUNTY-  TX/NUECES
 AH0329  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0329
 AH0329                         *CURRENT SURVEY CONTROL
 AH0329  ___________________________________________________________________
 AH0329* NAD 83(1993)-  27 46 18.79742(N)    097 26 23.82750(W)     ADJUSTED  
 AH0329* NAVD 88     -        11.90   (+/-2cm)      39.0    (feet)  VERTCON   
 AH0329  ___________________________________________________________________
 AH0329  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH0329  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AH0329
 AH0329  HORZ ORDER  -  SECOND
 AH0329  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0329
 AH0329.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AH0329
 AH0329.The horizontal coordinates were established by classical geodetic methods
 AH0329.and adjusted by the National Geodetic Survey in February 1996..
 AH0329
 AH0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0329.The vertical order pertains to the NGVD 29 superseded value.
 AH0329
 AH0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0329
 AH0329.The geoid height was determined by GEOID03.
 AH0329
 AH0329;                    North         East     Units Scale Factor Converg.
 AH0329;SPC TX S     - 5,233,686.952   404,484.245   MT  0.99998502   +0 28 52.6
 AH0329;SPC TX S     -17,170,854.61  1,327,045.39   sFT  0.99998502   +0 28 52.6
 AH0329;UTM  14      - 3,072,908.951   653,720.465   MT  0.99989167   +0 43 37.4
 AH0329
 AH0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0329!SPC TX S     -   1.00000228  x   0.99998502  =   0.99998730
 AH0329!UTM  14      -   1.00000228  x   0.99989167  =   0.99989395
 AH0329
 AH0329:                Primary Azimuth Mark                     Grid Az
 AH0329:SPC TX S     -  MAUS AZ MK                               214 26 19.8
 AH0329:UTM  14      -  MAUS AZ MK                               214 11 35.0
 AH0329
 AH0329|---------------------------------------------------------------------|
 AH0329| PID    Reference Object                     Distance      Geod. Az  |
 AH0329|                                                           dddmmss.s |
 AH0329| AH0334 MAUS AZ MK                                         2145512.4 |
 AH0329| AH0330 MAUS RM 1                            43.861 METERS 26732     |
 AH0329| AH0328 MAUS RM 2                            39.027 METERS 34351     |
 AH0329|---------------------------------------------------------------------|
 AH0329
 AH0329                          SUPERSEDED SURVEY CONTROL
 AH0329
 AH0329  NAD 83(1986)-  27 46 18.80683(N)    097 26 23.80828(W) AD(       ) 2
 AH0329  NAD 27      -  27 46 17.70700(N)    097 26 22.83500(W) AD(       ) 2
 AH0329  NGVD 29 (??/??/92)   12.11   (m)           39.7    (f) COMPUTED    1 2
 AH0329
 AH0329.Superseded values are not recommended for survey control.
 AH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0329.See file dsdata.txt to determine how the superseded data were derived.
 AH0329
 AH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5372072909(NAD 83)
 AH0329_MARKER: DS = TRIANGULATION STATION DISK
 AH0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0329_STAMPING: MAUS 1949
 AH0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0329+STABILITY: SURFACE MOTION
 AH0329
 AH0329  HISTORY     - Date     Condition        Report By
 AH0329  HISTORY     - 1949     MONUMENTED       CGS
 AH0329  HISTORY     - 1950     GOOD             CGS
 AH0329  HISTORY     - 1951     GOOD             CGS
 AH0329  HISTORY     - 1959     GOOD             NGS
 AH0329  HISTORY     - 1969     GOOD             CGS
 AH0329  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0329
 AH0329                          STATION DESCRIPTION
 AH0329
 AH0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0329'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST FROM THE
 AH0329'CENTER OF CORPUS CHRISTI, ON THE GROUNDS OF THE MUNICIPAL AIR
 AH0329'PORT AND LOCALLY KNOWN AS THE CLIFF MAUS AIRPORT.  IT IS 0.15
 AH0329'MILE NORTHEAST OF THE HANGAR, 110 FEET EAST OF FENCE LINE,
 AH0329'142 FEET WEST OF THE WEST EDGE OF TAXI STRIP AND 100 FEET NORTH
 AH0329'OF U.S. DEPARTMENT OF COMMERCE, WEATHER BUREAU CEILOMETER
 AH0329'PROJECTOR.  IT IS STAMPED MAUS 1949 AND SET FLUSH WITH THE
 AH0329'GROUND SURFACE.
 AH0329'
 AH0329'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 2 FEET NORTH OF
 AH0329'4 INCH, 3 FOOT HIGH IRON PIPE AND 7 FEET EAST OF FENCE LINE.
 AH0329'IT IS STAMPED MAUS NO 1 1949 AND PROJECTS 6 INCHES.
 AH0329'
 AH0329'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, SET IN
 AH0329'THE NORTH-SOUTH FENCE LINE.  IT IS STAMPED MAUS NO 2 1949 AND
 AH0329'PROJECTS 4 INCHES.
 AH0329'
 AH0329'THE AZIMUTH MARK IS ABOUT 0.75 MILE SOUTH-SOUTHWEST OF THE
 AH0329'STATION, 170 FEET WEST OF THE WEST END OF THE EAST-WEST RUNWAY
 AH0329'(RUNWAY NO 8) AND 6 FEET EAST OF THE CENTER ONE OF THREE RUNWAY
 AH0329'MARKER LIGHTS.  IT IS STAMPED MAUS 1949 AND SET FLUSH WITH
 AH0329'THE GROUND SURFACE.  TO REACH FROM THE STATION, GO
 AH0329'SOUTH-SOUTHWEST ALONG THE EAST SIDE OF THE HANGAR TO THE
 AH0329'SOUTHWEST CORNER OF THE FIELD AND THE WEST END OF RUNWAY NO
 AH0329'8 AND MARK AS DESCRIBED.
 AH0329'
 AH0329'TO REACH THE STATION FROM THE WATER TANK IN CLARKWOOD, GO EAST
 AH0329'ON STATE ROUTE 44 TOWARDS CORPUS CHRISTI FOR 6.05 MILES TO
 AH0329'JUNCTION WITH ROUTE 665, TURN RIGHT ON ROUTE 665 AND GO SOUTH
 AH0329'FOR 1.2 MILES TO THE AIRPORT ON THE LEFT, FROM MAIN ENTRANCE
 AH0329'GO SOUTH-SOUTHWEST FOR 0.05 MILE TO GATE INTO FIELD, TURN LEFT
 AH0329'AND PASS THE CONTROL TOWER AND GO NORTH ALONG THE EAST SIDE
 AH0329'OF THE HANGAR AND CONTINUE NORTHERLY FROM THE NORTH END OF
 AH0329'HANGAR FOR 0.15 MILE TO THE CEILOMETER AND STATION JUST NORTH
 AH0329'AS DESCRIBED.
 AH0329'
 AH0329'AN 87 FOOT SIGNAL AT STATION FAIRVIEW 1931 IS VISIBLE AT 4 FEET
 AH0329'
 AH0329'AN 87 FOOT SIGNAL AT STATION KLEPAC IS VISIBLE AT 4 FEET
 AH0329'
 AH0329'A 60 FEET SIGNAL AT STATION CUDDIHY IS VISIBLE AT 12 FEET.
 AH0329'
 AH0329'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AH0329
 AH0329                          STATION RECOVERY (1950)
 AH0329
 AH0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 AH0329'RECOVERED AS DESCRIBED.  AZIMUTH MARK, R.M. NO. 1 AND R.M. NO. 2
 AH0329'RECOVERED AS DESCRIBED.
 AH0329
 AH0329                          STATION RECOVERY (1951)
 AH0329
 AH0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0329'2.0 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION
 AH0329'AT CORPUS CHRISTI, THENCE 1.1 MILES SOUTH ALONG FARM ROAD 665,
 AH0329'AT CLIFF MAUS FIELD, NOW CALLED THE MUNICIPAL AIRPORT, ALONG
 AH0329'THE NORTH SIDE OF THE AIRPORT, 109 FEET SOUTHEAST OF A FENCE,
 AH0329'140 FEET NORTHWEST OF THE NORTHWEST EDGE OF A NORTHEAST AND
 AH0329'SOUTHWEST TAXI STRIP, 91.4 FEET NORTHEAST OF A CEILING LIGHT,
 AH0329'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 AH0329'POST WHICH IS FLUSH WITH THE GROUND, STAMPED MAUS 1949.
 AH0329'
 AH0329'MAUS R.M. 1 IS 143.81 FEET WEST OF TRIANGULATION STATION MAUS
 AH0329'1949, ALONG THE NORTH SIDE OF THE AIRPORT, 7 FEET SOUTHEAST
 AH0329'OF A FENCE, 2.2 FEET NORTHEAST OF A 4 INCH GALVANIZED IRON PIPE
 AH0329'WHICH PROJECTS 1.8 FEET ABOVE THE GROUND, A REFERENCE MARK DISK
 AH0329'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AH0329'ABOVE THE GROUND, STAMPED MAUS NO 1 1949.
 AH0329'
 AH0329'MAUS R.M. 2 IS 128.0 FEET NORTHWEST OF TRIANGULATION STATION
 AH0329'MAUS 1949, 64 FEET SOUTHEAST OF A FENCE, ALONG THE NORTH SIDE
 AH0329'OF THE AIRPORT, A REFERENCE MARK DISK SET IN THE TOP OF A
 AH0329'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED
 AH0329'MAUS NO 2 1949.
 AH0329'
 AH0329'MAUS AZIMUTH 1949 IS 0.8 MILE SOUTHWEST OF TRIANGULATION STATION
 AH0329'MAUS 1949, AT THE WEST END OF RUNWAY 8, 170 FEET WEST OF THE
 AH0329'WEST EDGE OF THE RUNWAY, 6 FEET EAST OF THE MIDDLE ONE OF 3
 AH0329'RUNWAY MARKER LIGHTS, AND AZIMUTH MARK DISK SET IN THE TOP OF
 AH0329'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED MAUS
 AH0329'1949
 AH0329'
 AH0329'ALL MARKS ARE IN GOOD CONDITION.
 AH0329
 AH0329                          STATION RECOVERY (1959)
 AH0329
 AH0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0329'3.1 MI SW FROM CORPUS CHRISTI.
 AH0329'ABOUT 2.0 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE FREIGHT
 AH0329'STATION AT CORPUS CHRISTI, THENCE ABOUT 1.1 MILES SOUTH ALONG FARM
 AH0329'ROAD 665, AT THE CORPUS CHRISTI MUNICIPAL AIRPORT, ABOUT 0.15 MILE
 AH0329'NORTHEAST OF THE MAIN HANGAR, 172 FEET SOUTHEAST OF THE CENTER LINE OF
 AH0329'THE ROAD, 140 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 AH0329'NORTHEAST-SOUTH-WEST TAXI STRIP, 109 FEET SOUTHEAST OF A FENCE, 98
 AH0329'FEET NORTHEAST OF THE NORTHEAST EDGE OF A CEMENT BLOCK, FORMERLY AN
 AH0329'OLD CEILING LIGHT, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 AH0329'CONCRETE POST FLUSH WITH THE GROUND.
 AH0329
 AH0329                          STATION RECOVERY (1969)
 AH0329
 AH0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH0329'THE STATION SITE WAS VISITED AND THE STATION AND REFERENCE
 AH0329'MARKS WERE SEARCHED FOR BUT NO TRACE OF THE MARKS WERE FOUND.
 AH0329'THE AIRPORT IS NOW THE CORPUS CHRISTI GOLF CENTER.  MR E.M. NEWMAN,
 AH0329'THE OWNED WAS CONTACTED AND AIDED IN THE SEARCH.  HE HAD NOT
 AH0329'PREVIOUS KNOWLEDGE OF THE MARKS.  STATION MARK NOW BELIEVED
 AH0329'TO BE UNDER 5 FOOT FILL FOR GREEN NUMBER 1, EXECUTIVE COURSE.
 AH0329'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 AH0329'
 AH0329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CORPUS CHRISTI
 AH0329
 AH0329                          STATION RECOVERY (1984)
 AH0329
 AH0329'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0330 ***********************************************************************
 AH0330  DESIGNATION -  MAUS RM 1
 AH0330  PID         -  AH0330
 AH0330  STATE/COUNTY-  TX/NUECES
 AH0330  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0330
 AH0330                         *CURRENT SURVEY CONTROL
 AH0330  ___________________________________________________________________
 AH0330* NAD 83(1986)-  27 46 13.     (N)    097 26 15.     (W)     SCALED    
 AH0330* NAVD 88     -        12.05   (+/-2cm)      39.5    (feet)  VERTCON   
 AH0330  ___________________________________________________________________
 AH0330  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH0330
 AH0330  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0330
 AH0330.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AH0330
 AH0330.The horizontal coordinates were scaled from a topographic map and have
 AH0330.an estimated accuracy of +/- 6 seconds.
 AH0330
 AH0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0330.The vertical order pertains to the NGVD 29 superseded value.
 AH0330
 AH0330.The geoid height was determined by GEOID03.
 AH0330
 AH0330;                    North         East    Units  Estimated Accuracy
 AH0330;SPC TX S     - 5,233,510.      404,730.      MT  (+/- 180 meters Scaled)
 AH0330
 AH0330                          SUPERSEDED SURVEY CONTROL
 AH0330
 AH0330  NGVD 29 (??/??/92)   12.255  (m)           40.21   (f) ADJ UNCH    1 2
 AH0330
 AH0330.Superseded values are not recommended for survey control.
 AH0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0330.See file dsdata.txt to determine how the superseded data were derived.
 AH0330
 AH0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR539727(NAD 83)
 AH0330_MARKER: DR = REFERENCE MARK DISK
 AH0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0330_STAMPING: MAUS NO 1 1949
 AH0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0330+STABILITY: SURFACE MOTION
 AH0330
 AH0330  HISTORY     - Date     Condition        Report By
 AH0330  HISTORY     - 1949     MONUMENTED       CGS
 AH0330  HISTORY     - 1959     GOOD             NGS
 AH0330  HISTORY     - 1984     GOOD             USPSQD
 AH0330
 AH0330                          STATION DESCRIPTION
 AH0330
 AH0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0330'3.1 MI SW FROM CORPUS CHRISTI.
 AH0330'ABOUT 2.0 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE FREIGHT
 AH0330'STATION AT CORPUS CHRISTI, THENCE ABOUT 1.1 MILES SOUTH ALONG FARM
 AH0330'ROAD 665, AT THE CORPUS CHRISTI MUNICIPAL AIRPORT, ABOUT 0.15 MILE
 AH0330'NORTHEAST OF THE MAIN HANGAR, 69 FEET SOUTHEAST OF THE CENTER LINE OF
 AH0330'THE ROAD, 143.8 FEET WEST OF TRIANGULATION STATION MAUS 1949, 6.5 FEET
 AH0330'SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A 4-INCH GALVANIZED PIPE
 AH0330'WHICH PROJECTS 2 FEET, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 AH0330'CONCRETE POST PROJECTING 8 INCHES.
 AH0330
 AH0330                          STATION RECOVERY (1984)
 AH0330
 AH0330'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0328 ***********************************************************************
 AH0328  DESIGNATION -  MAUS RM 2
 AH0328  PID         -  AH0328
 AH0328  STATE/COUNTY-  TX/NUECES
 AH0328  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0328
 AH0328                         *CURRENT SURVEY CONTROL
 AH0328  ___________________________________________________________________
 AH0328* NAD 83(1986)-  27 46 14.     (N)    097 26 13.     (W)     SCALED    
 AH0328* NAVD 88     -        12.13   (+/-2cm)      39.8    (feet)  VERTCON   
 AH0328  ___________________________________________________________________
 AH0328  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH0328
 AH0328  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0328
 AH0328.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AH0328
 AH0328.The horizontal coordinates were scaled from a topographic map and have
 AH0328.an estimated accuracy of +/- 6 seconds.
 AH0328
 AH0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0328.The vertical order pertains to the NGVD 29 superseded value.
 AH0328
 AH0328.The geoid height was determined by GEOID03.
 AH0328
 AH0328;                    North         East    Units  Estimated Accuracy
 AH0328;SPC TX S     - 5,233,540.      404,780.      MT  (+/- 180 meters Scaled)
 AH0328
 AH0328                          SUPERSEDED SURVEY CONTROL
 AH0328
 AH0328  NGVD 29 (??/??/92)   12.338  (m)           40.48   (f) ADJ UNCH    1 2
 AH0328
 AH0328.Superseded values are not recommended for survey control.
 AH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0328.See file dsdata.txt to determine how the superseded data were derived.
 AH0328
 AH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR540727(NAD 83)
 AH0328_MARKER: DR = REFERENCE MARK DISK
 AH0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0328_STAMPING: MAUS NO 2 1949
 AH0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0328+STABILITY: SURFACE MOTION
 AH0328
 AH0328  HISTORY     - Date     Condition        Report By
 AH0328  HISTORY     - 1949     MONUMENTED       CGS
 AH0328  HISTORY     - 1959     GOOD             NGS
 AH0328  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0328
 AH0328                          STATION DESCRIPTION
 AH0328
 AH0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0328'3.1 MI SW FROM CORPUS CHRISTI.
 AH0328'ABOUT 2.0 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE FREIGHT
 AH0328'STATION AT CORPUS CHRISTI, THENCE ABOUT 1.1 MILES SOUTH ALONG FARM
 AH0328'ROAD 665, AT THE CORPUS CHRISTI MUNICIPAL AIRPORT, ABOUT 0.15 MILE
 AH0328'NORTHEAST OF THE MAIN HANGAR, 63 FEET SOUTHEAST OF THE CENTER LINE OF
 AH0328'FARM ROAD 665, 128 FEET NORTHWEST OF TRIANGULATION STATION MAUS 1949,
 AH0328'168 FEET NORTHEAST OF MAUS R.M. 1, IN LINE WITH A FENCE, ABOUT 1 FOOT
 AH0328'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AH0328'PROJECTING 3 INCHES.
 AH0328
 AH0328                          STATION RECOVERY (1984)
 AH0328
 AH0328'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1146 ***********************************************************************
 CA1146  DESIGNATION -  MAV
 CA1146  PID         -  CA1146
 CA1146  STATE/COUNTY-  TX/CONCHO
 CA1146  USGS QUAD   -  MILLERSVIEW SE (1987)
 CA1146
 CA1146                         *CURRENT SURVEY CONTROL
 CA1146  ___________________________________________________________________
 CA1146* NAD 83(1993)-  31 16 43.49660(N)    099 45 56.46721(W)     ADJUSTED  
 CA1146* NAVD 88     -       637.4    (meters)    2091.     (feet)  VERTCON   
 CA1146  ___________________________________________________________________
 CA1146  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CA1146  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CA1146
 CA1146  HORZ ORDER  -  SECOND
 CA1146
 CA1146.The horizontal coordinates were established by classical geodetic methods
 CA1146.and adjusted by the National Geodetic Survey in February 1996..
 CA1146
 CA1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1146
 CA1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1146
 CA1146.The geoid height was determined by GEOID03.
 CA1146
 CA1146;                    North         East     Units Scale Factor Converg.
 CA1146;SPC TX C     - 3,178,846.388   754,048.470   MT  0.99989341   +0 17 32.5
 CA1146;SPC TX C     -10,429,265.19  2,473,907.36   sFT  0.99989341   +0 17 32.5
 CA1146;UTM  14      - 3,460,747.862   427,115.521   MT  0.99966552   -0 23 51.2
 CA1146
 CA1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1146!SPC TX C     -   0.99990368  x   0.99989341  =   0.99979710
 CA1146!UTM  14      -   0.99990368  x   0.99966552  =   0.99956924
 CA1146
 CA1146|---------------------------------------------------------------------|
 CA1146| PID    Reference Object                     Distance      Geod. Az  |
 CA1146|                                                           dddmmss.s |
 CA1146| CV4738 MAV RM 2                             14.800 METERS 08740     |
 CA1146| CA1131 EDEN MUNICIPAL TANK                 APPROX.10.3 KM 2311538.5 |
 CA1146| CV4737 MAV RM 1                             13.976 METERS 35530     |
 CA1146|---------------------------------------------------------------------|
 CA1146
 CA1146                          SUPERSEDED SURVEY CONTROL
 CA1146
 CA1146  NAD 83(1986)-  31 16 43.50398(N)    099 45 56.45285(W) AD(       ) 2
 CA1146  NAD 27      -  31 16 42.91660(N)    099 45 55.20002(W) AD(       ) 2
 CA1146  NGVD 29 (07/19/86)  637.3    (m)         2091.     (f) VERT ANG       
 CA1146
 CA1146.Superseded values are not recommended for survey control.
 CA1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1146.See file dsdata.txt to determine how the superseded data were derived.
 CA1146
 CA1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2711660748(NAD 83)
 CA1146_MARKER: DD = SURVEY DISK
 CA1146_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1146+WITH SETTING: INFORMATION.
 CA1146_SP_SET: PREFABRICATED CONCRETE POST
 CA1146
 CA1146  HISTORY     - Date     Condition        Report By
 CA1146  HISTORY     - 1967     MONUMENTED       USGS
 CA1146
 CA1146                          STATION DESCRIPTION
 CA1146
 CA1146'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1146'STATION IS LOCATED 8.9 MILES SOUTH AND 0.9 MILE WEST OF
 CA1146'MILLERSVIEW, 4.2 MILES NORTH AND 4.7 MILES EAST OF EDEN,
 CA1146'0.6 MILE WEST OF FARM ROAD 2743 ON THE CREST OF EAST-WEST
 CA1146'MESQUITE COVERED RIDGE, 6 FEET WEST OF A WITNESS SIGN.
 CA1146'
 CA1146'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 83 IN EDEN,
 CA1146'GO 5.6 MILES EAST ON U.S. HIGHWAY 87 TO CROSS-ROADS, THENCE
 CA1146'2.8 MILES NORTH ON FARM ROAD 2743 TO 2 GATES AND FENCE WEST
 CA1146'(ON THE LEFT).  PASS THRU GATE ON THE NORTH SIDE OF FENCE
 CA1146'WEST, THENCE 0.8 MILE NORTHWEST ON TRACK ROAD.  LEAVE ROAD
 CA1146'AND GO 0.1 MILE SOUTHWEST ACROSS COUNTRY TO THE TOP OF HILL
 CA1146'AND STATION SITE.
 CA1146'
 CA1146'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1146'STEEL ROD DRIVEN TO REFUSAL (6.5 FEET), CENTERED IN A 6 INCH
 CA1146'DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH GRAVEL.
 CA1146'THE TABLET IS STAMPED MAV ET 1967.
 CA1146'
 CA1146'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A
 CA1146'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (6.0 FEET), CENTERED
 CA1146'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1146'GRAVEL.  THE TABLET IS STAMPED MAV ET 1967 NO. 1.
 CA1146'
 CA1146'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A
 CA1146'COPPER COATED STEEL ROD (6.5 FEET), CENTERED IN A 6 INCH
 CA1146'DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH GRAVEL.
 CA1146'THE TABLET IS STAMPED MAV ET 1967 NO. 2.
 CA1146'
 CA1146'THE FINIAL OF THE EDEN WATER TANK, 3.3 MILES SOUTHWEST, IS
 CA1146'VISIBLE FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2213 ***********************************************************************
 AN2213  DESIGNATION -  MAVERICK
 AN2213  PID         -  AN2213
 AN2213  STATE/COUNTY-  TX/MATAGORDA
 AN2213  USGS QUAD   -  PALACIOS SE (1973)
 AN2213
 AN2213                         *CURRENT SURVEY CONTROL
 AN2213  ___________________________________________________________________
 AN2213* NAD 83(1993)-  28 34 03.25007(N)    096 03 41.65201(W)     ADJUSTED  
 AN2213* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 AN2213  ___________________________________________________________________
 AN2213  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AN2213  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AN2213
 AN2213  HORZ ORDER  -  SECOND
 AN2213
 AN2213.The horizontal coordinates were established by classical geodetic methods
 AN2213.and adjusted by the National Geodetic Survey in February 1996..
 AN2213
 AN2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2213
 AN2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2213
 AN2213.The geoid height was determined by GEOID03.
 AN2213
 AN2213;                    North         East     Units Scale Factor Converg.
 AN2213;SPC TXSC     - 4,084,986.670   887,456.947   MT  0.99995222   +1 26 22.5
 AN2213;SPC TXSC     -13,402,160.43  2,911,598.33   sFT  0.99995222   +1 26 22.5
 AN2213;UTM  14      - 3,163,604.365   787,454.796   MT  1.00061989   +1 24 22.0
 AN2213;UTM  15      - 3,163,906.416   200,492.772   MT  1.00070723   -1 27 54.4
 AN2213
 AN2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2213!SPC TXSC     -   1.00000368  x   0.99995222  =   0.99995590
 AN2213!UTM  14      -   1.00000368  x   1.00061989  =   1.00062357
 AN2213!UTM  15      -   1.00000368  x   1.00070723  =   1.00071091
 AN2213
 AN2213:                Primary Azimuth Mark                     Grid Az
 AN2213:SPC TXSC     -  MAVERICK AZ MK                           080 37 39.5
 AN2213:UTM  14      -  MAVERICK AZ MK                           080 39 40.0
 AN2213:UTM  15      -  MAVERICK AZ MK                           083 31 56.4
 AN2213
 AN2213|---------------------------------------------------------------------|
 AN2213| PID    Reference Object                     Distance      Geod. Az  |
 AN2213|                                                           dddmmss.s |
 AN2213| AN2214 MAVERICK AZ MK                      APPROX. 0.6 KM 0820402.0 |
 AN2213| CV6559 MAVERICK RM 1                         9.337 METERS 16324     |
 AN2213| CV6560 MAVERICK RM 2                         9.980 METERS 25313     |
 AN2213|---------------------------------------------------------------------|
 AN2213
 AN2213                          SUPERSEDED SURVEY CONTROL
 AN2213
 AN2213  NAD 83(1986)-  28 34 03.25749(N)    096 03 41.63298(W) AD(       ) 2
 AN2213  NAD 27      -  28 34 02.27344(N)    096 03 40.75179(W) AD(       ) 2
 AN2213  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 AN2213
 AN2213.Superseded values are not recommended for survey control.
 AN2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2213.See file dsdata.txt to determine how the superseded data were derived.
 AN2213
 AN2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS8745563604(NAD 83)
 AN2213_MARKER: DS = TRIANGULATION STATION DISK
 AN2213_SETTING: 0 = UNSPECIFIED SETTING
 AN2213_MAGNETIC: P = MARKER IS A STEEL PIPE
 AN2213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2213
 AN2213  HISTORY     - Date     Condition        Report By
 AN2213  HISTORY     - 1978     MONUMENTED       NGS
 AN2213
 AN2213                          STATION DESCRIPTION
 AN2213
 AN2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2213'THE STATION IS LOCATED 5-1/2 MILES SOUTHWEST OF THE COLORADO
 AN2213'RIVER, 0.5 MILE NORTH OF THE GULF COAST, JUST WEST OF
 AN2213'MAVERICK BAYOU ON MATAGORDA PENINSULA, AND SOUTH OF
 AN2213'MATAGORDA BAY.  IT IS ON PROPERTY OWNED BY QUINTANA
 AN2213'PETROLEUM CORPORATION, DRESSER TOWER, SUITE 4008, CULLEN
 AN2213'CENTER, HOUSTON, TEXAS 77001.  PERMISSION GRANTED BY
 AN2213'W. OSCAR NEUHAUS.
 AN2213'
 AN2213'TO REACH FROM THE MOUTH OF THE COLORADO RIVER ABOUT 0.1 MILE
 AN2213'NORTH OF THE GULF COAST, TAKE A BOAT TO THE EAST SIDE OF THE
 AN2213'MATAGORDA PENINSULA.  FROM HERE A FOUR WHEEL DRIVE IS NEEDED.
 AN2213'GO SOUTHWEST FOR 5.5 MILES ON A TRACK ROAD AND THEN THE
 AN2213'BEACH.  (TURN RIGHT AND WIND AROUND SAND DUNES FOR 0.8 MILE
 AN2213'TO THE AZIMUTH MARK BY A GROUP OF PINES.)  CONTINUE SOUTHWEST
 AN2213'FOR 0.2 MILE TO A TRACK ROAD ON THE WEST SIDE OF A DRY
 AN2213'SLOUGH WHICH HAS WATER AT THE NORTH END.  TURN RIGHT AND GO
 AN2213'NORTHERLY ALONG THE WEST SIDE OF THE SLOUGH FOR 0.35 MILE
 AN2213'TO THE STATION.
 AN2213'
 AN2213'THE STATION IS A STANDARD NGS DISK
 AN2213'STAMPED---MAVERICK 1978---,
 AN2213'WELDED TO THE TOP OF A 2-INCH STEEL PIPE PROJECTING 20 INCHES
 AN2213'ABOVE THE GROUND.  IT IS
 AN2213'69 FEET SOUTHWEST FROM THE EDGE OF THE WATER AND
 AN2213'5.2 FEET SOUTHWEST FROM A WOOD WITNESS POST.
 AN2213'
 AN2213'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AN2213'STAMPED---MAVERICK NO 1 1978---,
 AN2213'WELDED TO THE TOP OF A 2-INCH STEEL PIPE PROJECTING 14 INCHES
 AN2213'ABOVE THE GROUND.  IT IS 32.2 FEET SOUTH-SOUTHEAST FROM THE
 AN2213'WOOD WITNESS POST.
 AN2213'
 AN2213'REFERENCE MARK 2 IS A STANDARD NGS DISK
 AN2213'STAMPED---MAVERICK NO 2 1978---,
 AN2213'WELDED TO THE TOP OF A 2-INCH STEEL PIPE PROJECTING 16 INCHES
 AN2213'ABOVE THE GROUND.  IT IS 38 FEET SOUTHWEST FROM THE WOOD
 AN2213'WITNESS POST.
 AN2213'
 AN2213'AZIMUTH MARK IS A STANDARD NGS DISK
 AN2213'STAMPED---MAVERICK 1978---,
 AN2213'WELDED TO THE TOP OF A 2-INCH STEEL PIPE PROJECTING 8 INCHES
 AN2213'ABOVE THE GROUND.  IT IS 2.6 FEET SOUTHWEST FROM A METAL
 AN2213'WITNESS POST WITH SIGN.
 AN2213'
 AN2213'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0436 ***********************************************************************
 BA0436  DESIGNATION -  MAVERICK
 BA0436  PID         -  BA0436
 BA0436  STATE/COUNTY-  TX/BREWSTER
 BA0436  USGS QUAD   -  TERLINGUA (1971)
 BA0436
 BA0436                         *CURRENT SURVEY CONTROL
 BA0436  ___________________________________________________________________
 BA0436* NAD 83(1993)-  29 19 06.16361(N)    103 30 43.62937(W)     ADJUSTED  
 BA0436* NAVD 88     -      1065.     (meters)    3494.     (feet)  SCALED    
 BA0436  ___________________________________________________________________
 BA0436  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 BA0436  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BA0436
 BA0436  HORZ ORDER  -  FIRST
 BA0436
 BA0436.The horizontal coordinates were established by classical geodetic methods
 BA0436.and adjusted by the National Geodetic Survey in February 1996..
 BA0436
 BA0436.The orthometric height was scaled from a topographic map.
 BA0436
 BA0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0436
 BA0436.The geoid height was determined by GEOID03.
 BA0436
 BA0436;                    North         East     Units Scale Factor Converg.
 BA0436;SPC TXSC     - 4,173,035.145   161,866.705   MT  0.99986328   -2 12 38.0
 BA0436;SPC TXSC     -13,691,032.80    531,057.68   sFT  0.99986328   -2 12 38.0
 BA0436;UTM  13      - 3,244,178.822   644,481.677   MT  0.99985759   +0 43 43.3
 BA0436
 BA0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0436!SPC TXSC     -   0.99983612  x   0.99986328  =   0.99969942
 BA0436!UTM  13      -   0.99983612  x   0.99985759  =   0.99969373
 BA0436
 BA0436|---------------------------------------------------------------------|
 BA0436| PID    Reference Object                     Distance      Geod. Az  |
 BA0436|                                                           dddmmss.s |
 BA0436| CH8975 MAVERICK RM 1                        64.289 METERS 14757     |
 BA0436| CH8976 MAVERICK RM 2                        55.458 METERS 25608     |
 BA0436| BA0435 SAWMILL                             APPROX.12.0 KM 2970122.9 |
 BA0436|---------------------------------------------------------------------|
 BA0436
 BA0436                          SUPERSEDED SURVEY CONTROL
 BA0436
 BA0436  NAD 83(1986)-  29 19 06.15466(N)    103 30 43.62017(W) AD(       ) 1
 BA0436  NAD 27      -  29 19 05.44300(N)    103 30 41.95700(W) AD(       ) 1
 BA0436
 BA0436.Superseded values are not recommended for survey control.
 BA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0436.See file dsdata.txt to determine how the superseded data were derived.
 BA0436
 BA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN4448244179(NAD 83)
 BA0436_MARKER: DS = TRIANGULATION STATION DISK
 BA0436_SETTING: 80 = SET IN A BOULDER
 BA0436_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BA0436
 BA0436  HISTORY     - Date     Condition        Report By
 BA0436  HISTORY     - 1934     MONUMENTED       USGS
 BA0436
 BA0436                          STATION DESCRIPTION
 BA0436
 BA0436'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 BA0436'7 MILES EAST OF TERLINGUA, 13 MILES NORTH OF CASTOLON AND 1
 BA0436'MILE EAST OF STUDY BUTTE MINES, ON THE HIGHEST PEAK OF BLACK
 BA0436'ROCK MOUNTAIN LOCALLY KNOWN AS MAVERICK PEAK.
 BA0436'
 BA0436'TO REACH FROM TERLINGUA, GO EAST ON GRADED DIRT ROAD 0.1
 BA0436'MILE TO FORKS, TAKE RIGHT FORK AND GO 0.15 MILE TO FORKS,
 BA0436'TAKE LEFT FORK AT CORNER OF MEXICAN CEMETERY AND GO 0.55 MILE
 BA0436'TO CREEK BANK, CONTINUE ON MAIN ROAD 1.35 MILES TO STUDY
 BA0436'BUTTE MINE AND A GROUP OF ADOBE HOUSES.  STATION IS ON HIGHEST
 BA0436'POINT OF BLACK MOUNTAIN IMMEDIATELY EAST OF GROUP OF HOUSES,
 BA0436'AND IS REACHED EASIEST BY ASCENDING MOUNTAIN FROM WEST.  TRUCK
 BA0436'CAN BE DRIVEN TO WITHIN 0.25 MILE OF THE BASE OF MOUNTAIN.
 BA0436'ONE HOUR AND FIFTEEN MINUTE-PACK UP MOUNTAIN.
 BA0436'
 BA0436'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BA0436'BOULDERS AS DESCRIBED IN NOTES 4 AND 12C RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2214 ***********************************************************************
 AN2214  DESIGNATION -  MAVERICK AZ MK
 AN2214  PID         -  AN2214
 AN2214  STATE/COUNTY-  TX/MATAGORDA
 AN2214  USGS QUAD   -  PALACIOS SE (1973)
 AN2214
 AN2214                         *CURRENT SURVEY CONTROL
 AN2214  ___________________________________________________________________
 AN2214* NAD 83(1993)-  28 34 05.91186(N)    096 03 20.01024(W)     ADJUSTED  
 AN2214* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 AN2214  ___________________________________________________________________
 AN2214  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 AN2214  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AN2214
 AN2214  HORZ ORDER  -  SECOND
 AN2214
 AN2214.The horizontal coordinates were established by classical geodetic methods
 AN2214.and adjusted by the National Geodetic Survey in February 1996..
 AN2214
 AN2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2214
 AN2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2214
 AN2214.The geoid height was determined by GEOID03.
 AN2214
 AN2214;                    North         East     Units Scale Factor Converg.
 AN2214;SPC TXSC     - 4,085,083.376   888,042.855   MT  0.99995205   +1 26 33.1
 AN2214;SPC TXSC     -13,402,477.71  2,913,520.60   sFT  0.99995205   +1 26 33.1
 AN2214;UTM  14      - 3,163,700.793   788,041.154   MT  1.00062406   +1 24 32.5
 AN2214;UTM  15      - 3,163,973.357   201,083.273   MT  1.00070286   -1 27 44.2
 AN2214
 AN2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2214!SPC TXSC     -   1.00000358  x   0.99995205  =   0.99995563
 AN2214!UTM  14      -   1.00000358  x   1.00062406  =   1.00062764
 AN2214!UTM  15      -   1.00000358  x   1.00070286  =   1.00070644
 AN2214
 AN2214                          SUPERSEDED SURVEY CONTROL
 AN2214
 AN2214  NAD 83(1986)-  28 34 05.91930(N)    096 03 19.99121(W) AD(       ) 2
 AN2214  NAD 27      -  28 34 04.93545(N)    096 03 19.11061(W) AD(       ) 2
 AN2214  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 AN2214
 AN2214.Superseded values are not recommended for survey control.
 AN2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2214.See file dsdata.txt to determine how the superseded data were derived.
 AN2214
 AN2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS8804163701(NAD 83)
 AN2214_MARKER: DZ = AZIMUTH MARK DISK
 AN2214_SETTING: 0 = UNSPECIFIED SETTING
 AN2214_MAGNETIC: P = MARKER IS A STEEL PIPE
 AN2214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2214
 AN2214  HISTORY     - Date     Condition        Report By
 AN2214  HISTORY     - 1978     MONUMENTED       NGS
 AN2214
 AN2214                          STATION DESCRIPTION
 AN2214
 AN2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2214'THE STATION IS LOCATED ON MATAGORDA PENINSULA, 5-1/2 MILES
 AN2214'SOUTHWEST OF THE COLORADO RIVER, ABOUT 0.6 MILE NORTH OF THE
 AN2214'GULF COAST, AND ON A GRASSY KNOLL BY A GROUP OF SMALL PINES.
 AN2214'IT IS ON PROPERTY OWNED BY QUINTANA PETROLEUM CORPORATION,
 AN2214'DRESSER TOWER, SUITE 4008, CULLEN CENTER, HOUSTON, TEXAS
 AN2214'77001.  PERMISSION GRANTED BY W. OSCAR NEUHAUS.
 AN2214'
 AN2214'TO REACH FROM THE MOUTH OF THE COLORADO RIVER ABOUT 0.1 MILE
 AN2214'NORTH OF THE GULF COAST, TAKE A BOAT TO THE EAST SIDE OF THE
 AN2214'MATAGORDA PENINSULA.  FROM HERE A FOUR WHEEL
 AN2214'DRIVE IS NEEDED.  GO SOUTHWEST FOR 5.5 MILES ON A TRACK ROAD
 AN2214'AND THEN THE BEACH.  AT THIS POINT TURN RIGHT AND WIND
 AN2214'AROUND SAND DUNES FOR 0.8 MILE TO THE MARK BY A GROUP OF
 AN2214'PINES.
 AN2214'
 AN2214'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AN2214'STAMPED---MAVERICK 1978---,
 AN2214'WELDED TO THE TOP OF 2-INCH GALVANIZED PIPE PROJECTING 8
 AN2214'INCHES ABOVE THE GROUND.  IT IS 2.6 FEET SOUTHWEST FROM A
 AN2214'METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0738 ***********************************************************************
 DO0738  DESIGNATION -  MAX ET
 DO0738  PID         -  DO0738
 DO0738  STATE/COUNTY-  TX/JACK
 DO0738  USGS QUAD   -  JACKSBORO (1982)
 DO0738
 DO0738                         *CURRENT SURVEY CONTROL
 DO0738  ___________________________________________________________________
 DO0738* NAD 83(1993)-  33 09 33.83467(N)    098 14 58.97736(W)     ADJUSTED  
 DO0738* NAVD 88     -       382.5    (meters)    1255.     (feet)  VERTCON   
 DO0738  ___________________________________________________________________
 DO0738  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 DO0738  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DO0738
 DO0738  HORZ ORDER  -  THIRD
 DO0738
 DO0738.The horizontal coordinates were established by classical geodetic methods
 DO0738.and adjusted by the National Geodetic Survey in February 1996..
 DO0738
 DO0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0738
 DO0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0738
 DO0738.The geoid height was determined by GEOID03.
 DO0738
 DO0738;                    North         East     Units Scale Factor Converg.
 DO0738;SPC TXNC     - 2,165,556.697   623,344.747   MT  0.99987438   +0 08 11.4
 DO0738;SPC TXNC     - 7,104,830.60  2,045,090.22   sFT  0.99987438   +0 08 11.4
 DO0738;UTM  14      - 3,669,208.670   569,962.920   MT  0.99966035   +0 24 37.4
 DO0738
 DO0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0738!SPC TXNC     -   0.99994440  x   0.99987438  =   0.99981878
 DO0738!UTM  14      -   0.99994440  x   0.99966035  =   0.99960476
 DO0738
 DO0738:                Primary Azimuth Mark                     Grid Az
 DO0738:SPC TXNC     -  HAM ET                                   004 54 17.4
 DO0738:UTM  14      -  HAM ET                                   004 37 51.4
 DO0738
 DO0738|---------------------------------------------------------------------|
 DO0738| PID    Reference Object                     Distance      Geod. Az  |
 DO0738|                                                           dddmmss.s |
 DO0738| DO0737 HAM ET                              APPROX. 2.9 KM 0050228.8 |
 DO0738|---------------------------------------------------------------------|
 DO0738
 DO0738                          SUPERSEDED SURVEY CONTROL
 DO0738
 DO0738  NAD 83(1993)-  33 09 33.83597(N)    098 14 58.97126(W) AD(       ) 3
 DO0738  NAD 83(1986)-  33 09 33.83795(N)    098 14 58.96266(W) AD(       ) 3
 DO0738  NAD 27      -  33 09 33.42213(N)    098 14 57.79485(W) AD(       ) 3
 DO0738  NGVD 29 (07/19/86)  382.4    (m)         1255.     (f) VERT ANG       
 DO0738
 DO0738.Superseded values are not recommended for survey control.
 DO0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0738.See file dsdata.txt to determine how the superseded data were derived.
 DO0738
 DO0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB6996369209(NAD 83)
 DO0738_MARKER: DD = SURVEY DISK
 DO0738_SETTING: 66 = SET IN ROCK OUTCROP
 DO0738_SP_SET: SET IN BEDROCK
 DO0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0738+STABILITY: POSITION/ELEVATION WELL
 DO0738
 DO0738  HISTORY     - Date     Condition        Report By
 DO0738  HISTORY     - 1959     MONUMENTED       USGS
 DO0738
 DO0738                          STATION DESCRIPTION
 DO0738
 DO0738'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DO0738'STATION IS LOCATED IN JACK COUNTY, TEXAS, 6.0 MI. SW. OF JACKSBORO, IN
 DO0738'A FARM YARD.
 DO0738'
 DO0738'TO REACH STATION FROM THE SW. CORNER OF THE SQUARE IN JACKSBORO, GO W.
 DO0738'ON STATE HIGHWAY 24 FOR 5.8 MI. TO CROSSROADS, THEN S. 1.2 MI. W.,
 DO0738'RIGHT FOR 0.4 MI., S. 0.4 MI. TO STATION IN MAXWELLS FARM YARD ON THE
 DO0738'LEFT, 4 FT. N. OF AN E-W. FENCE, 74 FT. SW. OF SW. CORNER OF BARN, 71
 DO0738'FT. NW. OF SW. CORNER OF HOUSE, 203 FT. E. OF CENTERLINE T-RD. E.
 DO0738'(DRIVEWAY).
 DO0738'
 DO0738'STATION MARK--A STANDARD USGS TABLET SET IN BEDROCK, STAMPED
 DO0738'---MAX-E.T. 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1420 ***********************************************************************
 DM1420  DESIGNATION -  MAXEY
 DM1420  PID         -  DM1420
 DM1420  STATE/COUNTY-  TX/LAMAR
 DM1420  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM1420
 DM1420                         *CURRENT SURVEY CONTROL
 DM1420  ___________________________________________________________________
 DM1420* NAD 83(1993)-  33 45 02.27401(N)    095 32 41.76370(W)     ADJUSTED  
 DM1420* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 DM1420  ___________________________________________________________________
 DM1420  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DM1420  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DM1420
 DM1420  HORZ ORDER  -  THIRD
 DM1420
 DM1420.The horizontal coordinates were established by classical geodetic methods
 DM1420.and adjusted by the National Geodetic Survey in February 1996..
 DM1420
 DM1420.The orthometric height was scaled from a topographic map.
 DM1420
 DM1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1420
 DM1420.The geoid height was determined by GEOID03.
 DM1420
 DM1420;                    North         East     Units Scale Factor Converg.
 DM1420;SPC TXNC     - 2,234,948.029   873,747.619   MT  0.99994689   +1 36 42.0
 DM1420;SPC TXNC     - 7,332,491.99  2,866,620.31   sFT  0.99994689   +1 36 42.0
 DM1420;UTM  15      - 3,737,416.874   264,266.408   MT  1.00028512   -1 24 52.4
 DM1420
 DM1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1420!SPC TXNC     -   0.99998059  x   0.99994689  =   0.99992748
 DM1420!UTM  15      -   0.99998059  x   1.00028512  =   1.00026571
 DM1420
 DM1420:                Primary Azimuth Mark                     Grid Az
 DM1420:SPC TXNC     -  CAMP MAXEY STACK                         008 04 54.3
 DM1420:UTM  15      -  CAMP MAXEY STACK                         011 06 28.7
 DM1420
 DM1420|---------------------------------------------------------------------|
 DM1420| PID    Reference Object                     Distance      Geod. Az  |
 DM1420|                                                           dddmmss.s |
 DM1420| DM1418 CAMP MAXEY STACK                    APPROX. 3.0 KM 0094136.3 |
 DM1420| CY1589 MAXEY AZ MK                                        0190744.3 |
 DM1420| DM1432 PARIS MUNICIPAL STANDPIPE           APPROX.10.1 KM 1813818.1 |
 DM1420| DM1428 PARIS RADIO STA KFTV MAST           APPROX. 3.2 KM 1845317.9 |
 DM1420| DM1431 PARIS SW MUNICIPAL TANK             APPROX.11.0 KM 1860424.7 |
 DM1420| DM1427 PARIS LAMAR CO ELEC COOP MAST       APPROX. 8.4 KM 1871750.9 |
 DM1420| DM1425 PARIS NW MUNICIPAL TANK             APPROX. 9.6 KM 1885616.5 |
 DM1420| CY1590 MAXEY RM 1                           39.645 METERS 19046     |
 DM1420| DM1426 PARIS TEX P AND L CO RAD MAST       APPROX.10.7 KM 1915047.5 |
 DM1420| CY1591 MAXEY RM 2                           29.922 METERS 33347     |
 DM1420| DM1416 CAMP MAXEY WATER TANK               APPROX. 3.4 KM 3480412.0 |
 DM1420|---------------------------------------------------------------------|
 DM1420
 DM1420                          SUPERSEDED SURVEY CONTROL
 DM1420
 DM1420  NAD 83(1993)-  33 45 02.27488(N)    095 32 41.76282(W) AD(       ) 3
 DM1420  NAD 83(1986)-  33 45 02.28068(N)    095 32 41.75272(W) AD(       ) 3
 DM1420  NAD 27      -  33 45 01.91000(N)    095 32 40.89800(W) AD(       ) 3
 DM1420
 DM1420.Superseded values are not recommended for survey control.
 DM1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1420.See file dsdata.txt to determine how the superseded data were derived.
 DM1420
 DM1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6426637417(NAD 83)
 DM1420_MARKER: DS = TRIANGULATION STATION DISK
 DM1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1420
 DM1420  HISTORY     - Date     Condition        Report By
 DM1420  HISTORY     - 1951     MONUMENTED       CGS
 DM1420  HISTORY     - 1957     GOOD             CGS
 DM1420  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 DM1420
 DM1420                          STATION DESCRIPTION
 DM1420
 DM1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1420'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF POWDERLY, 6
 DM1420'MILES NORTH OF PARIS AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 DM1420'271.  IT IS ABOUT 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DM1420'55-1/2 FEET NORTHEAST OF AN EIGHT INCH OAK TREE WITH A TRIANGLE
 DM1420'BLAZE ON THE EAST SIDE.  IT IS BETWEEN THE HIGHWAY AND A RAILROAD
 DM1420'RIGHT-OF-WAY, ABOUT 135 FEET EAST OF THE RAILROAD TRACKS.
 DM1420'THE MARK PROJECTS ABOUT 1 INCH AND THE DISC IS STAMPED, MAXEY
 DM1420'1951.
 DM1420'
 DM1420'REFERENCE MARK NO. 1 IS NEAR A HIGHWAY DIRT LOADING RAMP, 47 FEET
 DM1420'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 21 FEET NORTH OF
 DM1420'A TWELVE INCH OAK TREE.  THE MARK PROJECTS ABOUT 6 INCHES
 DM1420'AND THE DISC IS STAMPED, MAXEY NO 1 1951.
 DM1420'
 DM1420'REFERENCE MARK NO. 2 IS 109 FEET WEST OF THE CENTERLINE OF
 DM1420'THE HIGHWAY, 24 FEET NORTHWEST OF A TELEPHONE POLE AND 5 FEET
 DM1420'SOUTHEAST OF AN EIGHT INCH OAK TREE, NEAR THE RAILROAD RIGHT-OF-WAY
 DM1420'LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 DM1420'MAXEY NO 2 1951.
 DM1420'
 DM1420'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 271.  ON THE
 DM1420'FIRST ELEVATION NORTH OF THE STATION, 74 FEET EAST OF THE
 DM1420'CENTERLINE OF THE HIGHWAY, 17 FEET EAST OF THE EDGE OF A CUT BANK
 DM1420'AND 26 FEET SOUTH OF A POWERLINE POLE.  THE MARK PROJECTS
 DM1420'ABOUT 5 INCHES AND THE DISC IS STAMPED, MAXEY 1951.
 DM1420'
 DM1420'THE STATION WAS REACHED FROM THE NORTHEAST CORNER OF THE SQUARE
 DM1420'IN PARIS, BY GOING NORTHERLY ON U.S. HIGHWAY 271 FOR 6.35 MILES
 DM1420'TO THE MARK ON THE LEFT AS DESCRIBED ABOVE.
 DM1420'
 DM1420'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DM1420'U.S. HIGHWAY 271 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS
 DM1420'DESCRIBED ABOVE.
 DM1420'
 DM1420'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 DM1420
 DM1420                          STATION RECOVERY (1957)
 DM1420
 DM1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1420'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND AZIMUTH MARK WERE
 DM1420'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1420'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1420
 DM1420                          STATION RECOVERY (1995)
 DM1420
 DM1420'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1596 ***********************************************************************
 AE1596  DESIGNATION -  MAXIMO DIAZ RANCH WINDMILL
 AE1596  PID         -  AE1596
 AE1596  STATE/COUNTY-  TX/STARR
 AE1596  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1596
 AE1596                         *CURRENT SURVEY CONTROL
 AE1596  ___________________________________________________________________
 AE1596* NAD 83(1993)-  26 18 34.54348(N)    098 34 25.88462(W)     ADJUSTED  
 AE1596* NAVD 88     -                                                        
 AE1596  ___________________________________________________________________
 AE1596  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AE1596  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE1596
 AE1596  HORZ ORDER  -  THIRD
 AE1596
 AE1596.The horizontal coordinates were established by classical geodetic methods
 AE1596.and adjusted by the National Geodetic Survey in February 1996..
 AE1596
 AE1596
 AE1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1596
 AE1596.The geoid height was determined by GEOID03.
 AE1596
 AE1596;                    North         East     Units Scale Factor Converg.
 AE1596;SPC TX S     - 5,071,234.744   292,625.355   MT  0.99996707   -0 02 00.7
 AE1596;SPC TX S     -16,637,875.99    960,055.02   sFT  0.99996707   -0 02 00.7
 AE1596;UTM  14      - 2,910,040.419   542,535.246   MT  0.99962234   +0 11 20.0
 AE1596
 AE1596                          SUPERSEDED SURVEY CONTROL
 AE1596
 AE1596  NAD 83(1986)-  26 18 34.54737(N)    098 34 25.84745(W) AD(       ) 4
 AE1596  NAD 27      -  26 18 33.29678(N)    098 34 24.76428(W) AD(       ) 3
 AE1596
 AE1596.Superseded values are not recommended for survey control.
 AE1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1596.See file dsdata.txt to determine how the superseded data were derived.
 AE1596
 AE1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4253510040(NAD 83)
 AE1596_MARKER: 66 = WINDMILL
 AE1596
 AE1596  HISTORY     - Date     Condition        Report By
 AE1596  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1596
 AE1596                          STATION DESCRIPTION
 AE1596
 AE1596'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2145 ***********************************************************************
 AX2145  DESIGNATION -  MAXWELL
 AX2145  PID         -  AX2145
 AX2145  STATE/COUNTY-  TX/CALDWELL
 AX2145  USGS QUAD   -  UHLAND (1994)
 AX2145
 AX2145                         *CURRENT SURVEY CONTROL
 AX2145  ___________________________________________________________________
 AX2145* NAD 83(1986)-  29 52 50.     (N)    097 47 46.     (W)     SCALED    
 AX2145* NAVD 88     -       184.38   (+/-2cm)     604.9    (feet)  VERTCON   
 AX2145  ___________________________________________________________________
 AX2145  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AX2145
 AX2145  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2145
 AX2145.The horizontal coordinates were scaled from a topographic map and have
 AX2145.an estimated accuracy of +/- 6 seconds.
 AX2145
 AX2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2145.The vertical order pertains to the NGVD 29 superseded value.
 AX2145
 AX2145.The geoid height was determined by GEOID03.
 AX2145
 AX2145;                    North         East    Units  Estimated Accuracy
 AX2145;SPC TXSC     - 4,227,490.      716,290.      MT  (+/- 180 meters Scaled)
 AX2145
 AX2145                          SUPERSEDED SURVEY CONTROL
 AX2145
 AX2145  NGVD 29 (??/??/92)  184.294  (m)          604.64   (f) ADJ UNCH    1 2
 AX2145
 AX2145.Superseded values are not recommended for survey control.
 AX2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2145.See file dsdata.txt to determine how the superseded data were derived.
 AX2145
 AX2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU162061(NAD 83)
 AX2145_MARKER: P = PIPE CAP
 AX2145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX2145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX2145_STAMPING: 604.1 SA 101
 AX2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2145
 AX2145  HISTORY     - Date     Condition        Report By
 AX2145  HISTORY     - UNK      MONUMENTED       USGS
 AX2145  HISTORY     - 1943     POOR             NGS
 AX2145  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2145
 AX2145                          STATION DESCRIPTION
 AX2145
 AX2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2145'IN MAXWELL.
 AX2145'AT MAXWELL, ON THE MISSOURI-KANSAS-TEXAS RAILROAD IN FRONT OF THE
 AX2145'STATION, 30 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND LEVEL
 AX2145'WITH THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 AX2145'STAMPED 604.1 SA 101 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 AX2145'PROJECTING 1.4 FEET ABOVE GROUND.  NOTE-- (IT WAS REPORTED IN FEBRUARY
 AX2145'1943) THAT THE PIPE IS LEANING BADLY.
 AX2145
 AX2145                          STATION RECOVERY (1999)
 AX2145
 AX2145'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0584 ***********************************************************************
 BN0584  DESIGNATION -  MAY
 BN0584  PID         -  BN0584
 BN0584  STATE/COUNTY-  TX/BURNET
 BN0584  USGS QUAD   -  BURNET (1967)
 BN0584
 BN0584                         *CURRENT SURVEY CONTROL
 BN0584  ___________________________________________________________________
 BN0584* NAD 83(1993)-  30 51 56.07879(N)    098 13 50.74279(W)     ADJUSTED  
 BN0584* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 BN0584  ___________________________________________________________________
 BN0584  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 BN0584  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 BN0584
 BN0584  HORZ ORDER  -  FIRST
 BN0584
 BN0584.The horizontal coordinates were established by classical geodetic methods
 BN0584.and adjusted by the National Geodetic Survey in February 1996..
 BN0584
 BN0584.The orthometric height was scaled from a topographic map.
 BN0584
 BN0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0584
 BN0584.The geoid height was determined by GEOID03.
 BN0584
 BN0584;                    North         East     Units Scale Factor Converg.
 BN0584;SPC TX C     - 3,134,805.227   901,050.470   MT  0.99988454   +1 04 58.6
 BN0584;SPC TX C     -10,284,773.48  2,956,196.42   sFT  0.99988454   +1 04 58.6
 BN0584;UTM  14      - 3,414,957.965   573,539.997   MT  0.99966671   +0 23 40.8
 BN0584
 BN0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0584!SPC TX C     -   0.99993070  x   0.99988454  =   0.99981524
 BN0584!UTM  14      -   0.99993070  x   0.99966671  =   0.99959743
 BN0584
 BN0584|---------------------------------------------------------------------|
 BN0584| PID    Reference Object                     Distance      Geod. Az  |
 BN0584|                                                           dddmmss.s |
 BN0584| CV4741 MAY RM 1                             42.892 METERS 09450     |
 BN0584| BN0586 BUZZARD 2                           APPROX.27.7 KM 1501324.7 |
 BN0584| CV4742 MAY RM 2                             47.326 METERS 15919     |
 BN0584| CV4743 MAY RM 3                             48.549 METERS 22226     |
 BN0584| CV4740 MAY RM                              151.635 METERS 23156     |
 BN0584|---------------------------------------------------------------------|
 BN0584
 BN0584                          SUPERSEDED SURVEY CONTROL
 BN0584
 BN0584  NAD 83(1986)-  30 51 56.08960(N)    098 13 50.72919(W) AD(       ) 1
 BN0584  NAD 27      -  30 51 55.44500(N)    098 13 49.63100(W) AD(       ) 1
 BN0584
 BN0584.Superseded values are not recommended for survey control.
 BN0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0584.See file dsdata.txt to determine how the superseded data were derived.
 BN0584
 BN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7354014958(NAD 83)
 BN0584_MARKER: N = NAIL
 BN0584_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BN0584_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BN0584
 BN0584  HISTORY     - Date     Condition        Report By
 BN0584  HISTORY     - 1902     MONUMENTED       CGS
 BN0584  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BN0584  HISTORY     - 1937     GOOD             TXHD
 BN0584  HISTORY     - 1956     GOOD             CGS
 BN0584
 BN0584                          STATION DESCRIPTION
 BN0584
 BN0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 BN0584'STATION IS ABOUT 17 MILES W OF S OF LAMPASAS, 8 MILES N OF
 BN0584'BURNET AND ABOUT 30 METERS (98 FEET) W OF LAMPASAS-BURNET
 BN0584'WAGON ROAD, ON WOODED RIDGE RUNNING ABOUT NE AND SW, ON LAND
 BN0584'OF A.L. MAY AND ABOUT 100 METERS (328 FEET) NE OF HIS HOUSE.
 BN0584'
 BN0584'SURFACE AND REFERENCE MARKS ARE NAILS IN TERRA-COTTA PIPES
 BN0584'SET IN CONCRETE.
 BN0584'
 BN0584'UNDERGROUND MARK IS A HOLE 20 INCHES IN DIAMETER DUG 16 INCHES
 BN0584'DEEP, TO BEDROCK, THEN A HOLE 3 INCHES IN DIAMETER WAS DRILLED
 BN0584'TO A DEPTH OF 8 INCHES.  IN THIS HOLE A COPPER BOLT, 1 INCH
 BN0584'IN DIAMETER AND 4 INCHES LONG, WAS SET AND SURROUNDED BY
 BN0584'CEMENT, THE TOP OF THE BOLT BEING 4 INCHES BELOW THE SURFACE
 BN0584'OF THE ROCK.  THE LOWER HOLE WAS THEN FILLED TO THE SURFACE
 BN0584'OF THE ROCK WITH SAND.
 BN0584'
 BN0584'REFERENCE MARK IS ABOUT 60 METERS (197 FEET) W OF MAYS HOUSE,
 BN0584'AND 151.635 METERS (497.49 FEET) FROM STATION
 BN0584'S 51 DEG 56 MIN W.
 BN0584'
 BN0584'UNITED STATES GEOLOGICAL SURVEY FLAGPOLE IN CEDAR TREE, IS
 BN0584'57.54 METERS (188.8 FEET) FROM STATION N 36 DEG 30 MIN W.
 BN0584'IN 1903 FOLLOWING ADDITIONAL DISTANCES AND AZIMUTHS
 BN0584'WERE OBSERVED.  CENTER OF BIG STONE CHIMNEY ON MR. MAYS HOUSE,
 BN0584'ABOUT 90 METERS (295 FEET) 39 DEG 10 MIN.  TRIANGULAR BLAZE
 BN0584'ON CEDAR TREE, ABOUT 50 METERS (164 FEET), 142 DEG 50 MIN.
 BN0584'STOVE PIPE ON MR. LASTLYS HOUSE (NO CHIMNEY), ABOUT 180 METERS
 BN0584'(591 FEET), 152 DEG 15 MIN 19 SEC.  ELEVATION OF STATION
 BN0584'466.7 METERS (1,531 FEET).
 BN0584
 BN0584                          STATION RECOVERY (1935)
 BN0584
 BN0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0584'STATION IS ABOUT 13-1/2 MILES SSW OF LAMPASAS, 7-1/2 MILES N
 BN0584'OF BURNET, ON THE TOP OF A FLAT RIDGE ABOUT 100 YARDS NE
 BN0584'OF THE HOME OF A.L. MAY.  IT IS 59 FEET NE OF A TRIANGULAR-BLAZED
 BN0584'CEDAR, AND 52 FEET E OF N-S WIRE FENCE.
 BN0584'
 BN0584'STATION IS MARKED WITH A NAIL SET IN CONCRETE INSIDE OF A
 BN0584'1 1/2-INCH IRON PIPE, WHICH IN TURN IS SET IN A 24-INCH
 BN0584'CONCRETE CYLINDER WITH U.S.C. AND G.S. 1902 CUT IN THE CONCRETE
 BN0584'AND THE HOLE SET FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 BN0584'WAS FOUND IN GOOD CONDITION.  THE NAIL WAS REMOVED AND REPLACED
 BN0584'WITH A STANDARD DISK, INSCRIBED MAY 1902, 1935.  THE MARK
 BN0584'NOW PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.
 BN0584'
 BN0584'REFERENCE MARK (1902) IS ABOUT 180 FEET W OF THE MAY HOUSE,
 BN0584'38 FEET N OF CENTER LINE OF ROAD LEADING TO THE MAY HOUSE,
 BN0584'27 FEET SE OF SW CORNER OF BARNYARD FENCE.  IT IS THE SAME
 BN0584'AS THE STATION MARK BUT MOST OF THE CONCRETE CYLINDER HAS
 BN0584'BEEN BROKEN OFF.  THE NAIL AND PIPE ARE STILL INTACT, THE
 BN0584'DISTANCE COULD NOT BE CHECKED AS A PICKET FENCE AND BARNYARD
 BN0584'SHED WERE ON LINE, HOWEVER THE DIRECTION WAS MEASURED.  THE
 BN0584'DISTANCE MEASURED IN 1902 IS 497.5 FEET.
 BN0584'
 BN0584'THREE NEW REFERENCE MARKS WERE ESTABLISHED, THEY ARE STANDARD
 BN0584'BRONZE DISKS SET IN CONCRETE.
 BN0584'
 BN0584'REFERENCE MARK NO. 1 (1935) IS ESE OF STATION AND IT PROJECTS
 BN0584'ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 BN0584'
 BN0584'REFERENCE MARK NO. 2 (1935) IS S OF STATION AND IT PROJECTS
 BN0584'ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 BN0584'
 BN0584'REFERENCE MARK NO. 3 (1935) IS SW OF STATION AND IT PROJECTS
 BN0584'ABOUT 12 INCHES ABOVE THE GROUND.
 BN0584'
 BN0584'REACHED FROM THE COURTHOUSE IN LAMPASAS BY GOING W ON STATE
 BN0584'HIGHWAY 53 FOR 0.25 MILE, THEN LEFT AND FOLLOW STATE HIGHWAY
 BN0584'66 S FOR 2.05 MILES, OR FOR 1.4 MILES AFTER PASSING HANCOCK
 BN0584'SPRINGS TOURIST PARK, THEN TURN RIGHT FOR 8.65 MILES, OR 2.0
 BN0584'MILES AFTER PASSING SCHOOL ON RIGHT, THEN TURN RIGHT AT ROAD
 BN0584'END, ARROW BURNET, FOR 0.2 MILE, THEN TAKE LEFT FORK FOR 0.1
 BN0584'MILE THEN TURN LEFT AT CEMETERY ON LEFT FOR 2.5 MILES TO
 BN0584'CROSSROADS.  KEEP STRAIGHT AHEAD FOR 1.85 MILES, THEN TAKE
 BN0584'LEFT FORK OFF HIGHWAY AT BEGINNING OF IMPROVED ROAD FOR 0.45
 BN0584'MILE, THEN TURN LEFT (E) INTO LANE AT TELEPHONE LINE
 BN0584'CROSSING FOR 0.2 MILE TO HOME OF A.L. MAY.  TURN LEFT ONTO
 BN0584'LANE RUNNING N FOR 0.05 MILE TO A TRIANGULAR BLAZED CEDAR ON
 BN0584'RIGHT AND STATION.
 BN0584'
 BN0584'NOTE.--STATE HIGHWAY 66 WAS UNDER CONSTRUCTION.  DESCRIPTION
 BN0584'FOLLOWS OLD ROUTE.
 BN0584
 BN0584                          STATION RECOVERY (1937)
 BN0584
 BN0584'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0584'SURFACE MARK IN GOOD CONDITION.  OLD LAMPASAS-BURNET WAGON
 BN0584'ROAD ABANDONED BUT RIGHT-OF-WAY FENCES ARE STILL IN.  DESCRIPTION
 BN0584'SHOULD READ AS FOLLOWS--
 BN0584'
 BN0584'GO ABOUT 8 MILES N OF BURNET ON STATE HIGHWAY 66 TO GATE
 BN0584'ON RIGHT BY MAIL BOX MARKED MRS. A.L. MAY.  GATE IS FIRST
 BN0584'GATE PAST SECOND GRAVEL PIT ON RIGHT AND ABOUT 100 YARDS
 BN0584'S OF INTERSECTION OF STATE HIGHWAY 66 AND RIGHT-OF-WAY FENCES
 BN0584'OF OLD LAMPASAS-BURNET WAGON ROAD.  TURN RIGHT THROUGH GATE
 BN0584'AND GO ABOUT 1/4 MILE TO HOUSE OF MRS. A.L. MAY AND 200 FEET
 BN0584'W OF HOUSE IS MARK.
 BN0584
 BN0584                          STATION RECOVERY (1956)
 BN0584
 BN0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0584'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AS
 BN0584'ESTABLISHED IN 1935 AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 BN0584'MARK 1902 WAS NOT RECOVERED AND WAS PRESUMABLY DESTROYED BY FARM
 BN0584'OPERATIONS.  MINOR DIFFERENCES WERE NOTED IN DISTANCES TO
 BN0584'THE REFERENCE MARKS.  AN AZIMUTH MARK WAS ESTABLISHED.
 BN0584'BUILDINGS, FENCE LINES ETC. AS NOTED IN THE 1902 AND THE 1935
 BN0584'DESCRIPTIONS NO LONGER EXIST AND THE PROPERTY HAS CHANGED
 BN0584'OWNERSHIP.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BN0584'
 BN0584'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF BURNET,
 BN0584'0.2 MILE EAST OF U.S. HIGHWAY 281 AND ABOUT 0.15 MILE NORTH
 BN0584'OF THE HOME OF W.J. COLLINS WHO OWNS THE PROPERTY.  IT IS
 BN0584'77 FEET EAST OF THE CENTER OF A TRACK ROAD AND 3 FEET SOUTH
 BN0584'OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0584'
 BN0584'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 BN0584'AND STATE HIGHWAY 29 IN BURNET, GO NORTH ON HIGHWAY 281 FOR
 BN0584'7.35 MILES TO A CATTLE GUARD AND DRIVEWAY LEADING TO THE
 BN0584'W.J. COLLINS HOUSE, TURN RIGHT AND GO EAST FOR 0.05 MILE
 BN0584'TO THE HOUSE, TURN LEFT AND GO NORTH 0.05 MILE TO A TRACK
 BN0584'ROAD LEADING SOUTHEAST AND EAST, TURN RIGHT AND FOLLOW THE
 BN0584'TRACK ROAD EASTERLY FOR 0.15 MILE TO A CROSSROADS, TURN LEFT
 BN0584'AND GO NORTH FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 BN0584'CONTINUE NORTH FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 BN0584'RIGHT.
 BN0584'
 BN0584'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 BN0584'STAMPED MAY 1902-1935.
 BN0584'
 BN0584'REFERENCE MARK 1 IS 141 FEET EAST OF THE WITNESS POST.  THE
 BN0584'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED MAY NO 1 1935.
 BN0584'
 BN0584'REFERENCE MARK 2 IS 80 FEET EAST OF THE CENTER OF THE TRACK
 BN0584'ROAD.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 BN0584'MAY NO 2 1935.
 BN0584'
 BN0584'REFERENCE MARK 3 IS 161 FEET SOUTHWEST OF THE WITNESS POST
 BN0584'AND 52 FEET WEST OF THE CENTER OF THE TRACK ROAD.  THE MARK
 BN0584'PROJECTS 8 INCHES, AND THE DISK IS STAMPED MAY NO 3 1935.
 BN0584'
 BN0584'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF THE TRACK
 BN0584'ROAD, 30 FEET NORTHEAST OF A POWERLINE POLE, 3 FEET SOUTH
 BN0584'OF A 4 IN X 4 IN WHITE WITNESS POST AND 1 FOOT WEST OF A
 BN0584'FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0584'MAY 1956.
 BN0584'
 BN0584'HEIGHT OF LIGHT ABOVE THE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0468 ***********************************************************************
 BO0468  DESIGNATION -  MAY ET
 BO0468  PID         -  BO0468
 BO0468  STATE/COUNTY-  TX/EDWARDS
 BO0468  USGS QUAD   -  TURNEY DRAW SE (1971)
 BO0468
 BO0468                         *CURRENT SURVEY CONTROL
 BO0468  ___________________________________________________________________
 BO0468* NAD 83(1993)-  30 06 39.27332(N)    100 31 00.84903(W)     ADJUSTED  
 BO0468* NAVD 88     -       704.5    (meters)    2311.     (feet)  VERTCON   
 BO0468  ___________________________________________________________________
 BO0468  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 BO0468  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BO0468
 BO0468  HORZ ORDER  -  SECOND
 BO0468
 BO0468.The horizontal coordinates were established by classical geodetic methods
 BO0468.and adjusted by the National Geodetic Survey in February 1996..
 BO0468
 BO0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0468
 BO0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0468
 BO0468.The geoid height was determined by GEOID03.
 BO0468
 BO0468;                    North         East     Units Scale Factor Converg.
 BO0468;SPC TXSC     - 4,253,371.043   453,813.458   MT  0.99995474   -0 44 35.3
 BO0468;SPC TXSC     -13,954,601.50  1,488,886.32   sFT  0.99995474   -0 44 35.3
 BO0468;UTM  14      - 3,332,045.795   353,852.679   MT  0.99986352   -0 45 40.1
 BO0468
 BO0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0468!SPC TXSC     -   0.99989288  x   0.99995474  =   0.99984762
 BO0468!UTM  14      -   0.99989288  x   0.99986352  =   0.99975641
 BO0468
 BO0468:                Primary Azimuth Mark                     Grid Az
 BO0468:SPC TXSC     -  WEBB                                     083 33 39.4
 BO0468:UTM  14      -  WEBB                                     083 34 44.2
 BO0468
 BO0468|---------------------------------------------------------------------|
 BO0468| PID    Reference Object                     Distance      Geod. Az  |
 BO0468|                                                           dddmmss.s |
 BO0468| BO0452 WEBB                                APPROX. 9.9 KM 0824904.1 |
 BO0468| CV4744 MAY ET RM 1                          18.178 METERS 09727     |
 BO0468| CV4745 MAY ET RM 2                          20.747 METERS 19919     |
 BO0468|---------------------------------------------------------------------|
 BO0468
 BO0468                          SUPERSEDED SURVEY CONTROL
 BO0468
 BO0468  NAD 83(1986)-  30 06 39.27000(N)    100 31 00.83666(W) AD(       ) 2
 BO0468  NAD 27      -  30 06 38.53861(N)    100 30 59.51230(W) AD(       ) 2
 BO0468  NGVD 29 (07/19/86)  704.4    (m)         2311.     (f) VERT ANG       
 BO0468
 BO0468.Superseded values are not recommended for survey control.
 BO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0468.See file dsdata.txt to determine how the superseded data were derived.
 BO0468
 BO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU5385332046(NAD 83)
 BO0468_MARKER: DD = SURVEY DISK
 BO0468_SETTING: 66 = SET IN ROCK OUTCROP
 BO0468_SP_SET: PARTIALLY EXPOSED BEDROCK
 BO0468
 BO0468  HISTORY     - Date     Condition        Report By
 BO0468  HISTORY     - 1971     MONUMENTED       USGS
 BO0468
 BO0468                          STATION DESCRIPTION
 BO0468
 BO0468'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0468'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH.
 BO0468'
 BO0468'THE STATION IS LOCATED NORTH 70 DEGREES WEST, 20 MILES AIRLINE
 BO0468'DISTANCE FROM ROCKSPRINGS, TEXAS, ON THE SOUTH END OF LARGE, FLAT
 BO0468'MESA ON LAND OWNED BY ED MAYFIELD ESTATE.
 BO0468'
 BO0468'TO REACH FROM ROCKSPRINGS, TEXAS, GO 22.9 MILES NORTHWEST ON
 BO0468'STATE HIGHWAY 55 TO MAYFIELD RANCH ENTRANCE LEFT (SOUTHWEST),
 BO0468'GO 0.2 MILES SOUTH ON GRADED ROAD TO ROAD FORKS, TAKE RIGHT FORK
 BO0468'AND GO 2.5 MILES SOUTHWEST TO LOCKED GATE, CONTINUE 2.6 MILES
 BO0468'SOUTHWEST ON GRADED ROAD TO TRACK ROAD LEFT AT LANDING STRIP, GO
 BO0468'1.9 MILES SOUTH ON TRACK ROAD TO CROSS-ROADS, TURN LEFT AND GO
 BO0468'0.8 MILES SOUTHEAST ON TRACK ROAD TO ROAD FORKS, TAKE RIGHT
 BO0468'FORK AND GO 1.4 MILES SOUTHEAST ON TRACK ROAD TO DIM TRACK ROAD
 BO0468'LEFT (NORTHEAST), GO 0.4 MILES NORTHEAST ON DIM TRACK ROAD TO
 BO0468'END AT FENCE, IN 4 WHEEL-DRIVE VEHICLE TURN LEFT, AND GO
 BO0468'0.4 MILES NORTH ACROSS COUNTRY UP NOSE OF STEEP ROCKY RIDGE
 BO0468'TO STATION SITE NEAR SOUTH END OF LARGE OPEN FLAT AREA.  10 FEET
 BO0468'SOUTHEAST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 BO0468'
 BO0468'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET IN
 BO0468'BEDROCK.
 BO0468'
 BO0468'STATION MARK--TABLET IS FLUSH WITH THE GROUND, AND STAMPED
 BO0468'MAY ET 1971.
 BO0468'
 BO0468'REFERENCE MARK NO. 1--TABLET PROJECTING 0.4 FEET ABOVE GROUND,
 BO0468'AND STAMPED MAY ET 1971-NO. 1.
 BO0468'
 BO0468'REFERENCE MARK NO. 2--TABLET PROJECTING 0.4 FEET ABOVE GROUND,
 BO0468'AND STAMPED MAY ET 1971-NO. 2.
 BO0468'
 BO0468'STATION WEBB USC AND GS 1935, IS VISIBLE FROM THE GROUND AT THIS
 BO0468'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 BO0468'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1179 ***********************************************************************
 DN1179  DESIGNATION -  MAY RESET
 DN1179  PID         -  DN1179
 DN1179  STATE/COUNTY-  TX/COLLIN
 DN1179  USGS QUAD   -  CELINA (1960)
 DN1179
 DN1179                         *CURRENT SURVEY CONTROL
 DN1179  ___________________________________________________________________
 DN1179* NAD 83(1993)-  33 20 51.97442(N)    096 48 38.91377(W)     ADJUSTED  
 DN1179* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 DN1179  ___________________________________________________________________
 DN1179  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DN1179  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN1179
 DN1179  HORZ ORDER  -  SECOND
 DN1179
 DN1179.The horizontal coordinates were established by classical geodetic methods
 DN1179.and adjusted by the National Geodetic Survey in February 1996..
 DN1179
 DN1179.The orthometric height was scaled from a topographic map.
 DN1179
 DN1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1179
 DN1179.The geoid height was determined by GEOID03.
 DN1179
 DN1179;                    North         East     Units Scale Factor Converg.
 DN1179;SPC TXNC     - 2,187,682.495   757,213.367   MT  0.99988593   +0 55 16.6
 DN1179;SPC TXNC     - 7,177,421.65  2,484,290.85   sFT  0.99988593   +0 55 16.6
 DN1179;UTM  14      - 3,691,981.996   703,718.763   MT  1.00011170   +1 12 13.9
 DN1179
 DN1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1179!SPC TXNC     -   0.99997135  x   0.99988593  =   0.99985728
 DN1179!UTM  14      -   0.99997135  x   1.00011170  =   1.00008304
 DN1179
 DN1179|---------------------------------------------------------------------|
 DN1179| PID    Reference Object                     Distance      Geod. Az  |
 DN1179|                                                           dddmmss.s |
 DN1179| CY1596 MAY RM 1                             16.916 METERS 09635     |
 DN1179| DN1177 CELINA MUNICIPAL TANK               APPROX. 3.8 KM 1400456.3 |
 DN1179| DN1184 PILOT POINT MUNICIPAL TANK          APPROX.14.9 KM 2903641.1 |
 DN1179| CY1595 MAY AZ MK                                          3091846.2 |
 DN1179| CY1597 MAY RM 2                             33.480 METERS 32523     |
 DN1179|---------------------------------------------------------------------|
 DN1179
 DN1179                          SUPERSEDED SURVEY CONTROL
 DN1179
 DN1179  NAD 83(1993)-  33 20 51.97612(N)    096 48 38.90844(W) AD(       ) 2
 DN1179  NAD 83(1986)-  33 20 51.98045(N)    096 48 38.90175(W) AD(       ) 2
 DN1179  NAD 27      -  33 20 51.56540(N)    096 48 37.91100(W) AD(       ) 2
 DN1179
 DN1179.Superseded values are not recommended for survey control.
 DN1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1179.See file dsdata.txt to determine how the superseded data were derived.
 DN1179
 DN1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0371991982(NAD 83)
 DN1179_MARKER: DH = HORIZONTAL CONTROL DISK
 DN1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1179_STAMPING: MAY 1955 1983
 DN1179_MARK LOGO: NGS   
 DN1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1179+STABILITY: SURFACE MOTION
 DN1179
 DN1179  HISTORY     - Date     Condition        Report By
 DN1179  HISTORY     - 1984     MONUMENTED       NGS
 DN1179  HISTORY     - 19940713 MARK NOT FOUND   USPSQD
 DN1179
 DN1179                          STATION DESCRIPTION
 DN1179
 DN1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DN1179'THE SURFACE DISK WAS DESTROYED AND THE AZIMUTH MONUMENT WAS LAYING
 DN1179'BESIDE THE HOLE.  THE REFERENCE MARKS WERE RECOVERED IN GOOD
 DN1179'CONDITION.  A NEW SURFACE STATION DISK WAS SET AND THE AZIMUTH
 DN1179'MONUMENT WAS REPLACED INTO THE HOLE IT CAME OUT OF.  THE STATION IS
 DN1179'LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF CELINA AND 2.4 KM (1.50
 DN1179'MI) EAST OF THE DENTON-COLLIN COUNTY LINE.  TO REACH FROM THE MAIN
 DN1179'JUNCTION OF STREETS IN CELINA, GO WEST AND NORTH ON FARM ROAD 455 FOR
 DN1179'5.12 KM (3.20 MI) TO A SHARP CURVE TO THE WEST AND THE STATION ON THE
 DN1179'LEFT.  CONTINUE WEST THEN NORTH ON FARM ROAD 455 FOR 0.48 KM (0.30 MI)
 DN1179'TO THE AZIMUTH MARK ON THE RIGHT.  STATION MARK, STAMPED---MAY 1955
 DN1179'1983---, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 DN1179'FLUSH WITH THE GROUND.  IT IS 15.85 METERS (52.00 FT) SOUTH FO THE
 DN1179'CENTER OF THE ROAD AND 1.46 METERS (4.79 FT) NORTH OF A FENCE AND
 DN1179'WITNESS POST.  REFERENCE MARK 1, STAMPED---MAY NO 1 1955---, IS A
 DN1179'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 DN1179'THE GROUND.  IT IS 15.24 METERS (50.00 FT) SOUTH OF THE CENTER OF THE
 DN1179'ROAD AND 1.83 METERS (6.00 FT) NORTH OF THE FENCE.  REFERENCE MARK 2,
 DN1179'STAMPED---MAY NO 2 1955---, IS A STANDARD DISK SET IN THE TOP OF A
 DN1179'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 15.24 METERS
 DN1179'(50.00 FT) NORTH OF THE CENTER OF THE ROAD, 1.22 METERS (4.00 FT)
 DN1179'SOUTH OF A FENCE AND 0.61 METER (2.00 FT) EAST OF A POWER POLE.  THE
 DN1179'AZIMUTH MARK NO 2, STAMPED---MAY 1955---, IS A STANDARD DISK SET IN
 DN1179'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.1 METER.  (0.3 FT)
 DN1179'IT IS 14.63 METER (48.00 FT) EAST OF THE CENTER OF THE ROAD, 0.61
 DN1179'METER (2.00 FT) SOUTHEAST OF A WITNESS POST AND 0.36 METER (1.18 FT)
 DN1179'WEST OF A FENCE.
 DN1179
 DN1179                          STATION RECOVERY (1994)
 DN1179
 DN1179'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2333 ***********************************************************************
 AH2333  DESIGNATION -  MAYBERRY ET
 AH2333  PID         -  AH2333
 AH2333  STATE/COUNTY-  TX/RANDALL
 AH2333  USGS QUAD   -  BUSHLAND (1984)
 AH2333
 AH2333                         *CURRENT SURVEY CONTROL
 AH2333  ___________________________________________________________________
 AH2333* NAD 83(1993)-  35 08 26.98506(N)    102 06 26.07170(W)     ADJUSTED  
 AH2333* NAVD 88     -      1171.1    (meters)    3842.     (feet)  VERTCON   
 AH2333  ___________________________________________________________________
 AH2333  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 AH2333  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AH2333
 AH2333  HORZ ORDER  -  THIRD
 AH2333
 AH2333.The horizontal coordinates were established by classical geodetic methods
 AH2333.and adjusted by the National Geodetic Survey in July 1998..
 AH2333
 AH2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2333
 AH2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2333
 AH2333.The geoid height was determined by GEOID03.
 AH2333
 AH2333;                    North         East     Units Scale Factor Converg.
 AH2333;SPC TX N     - 1,126,729.762   144,665.757   MT  0.99992250   -0 21 06.9
 AH2333;SPC TX N     - 3,696,612.56    474,624.24   sFT  0.99992250   -0 21 06.9
 AH2333;UTM  13      - 3,892,492.076   763,553.966   MT  1.00045614   +1 39 57.6
 AH2333
 AH2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2333!SPC TX N     -   0.99982023  x   0.99992250  =   0.99974275
 AH2333!UTM  13      -   0.99982023  x   1.00045614  =   1.00027629
 AH2333
 AH2333                          SUPERSEDED SURVEY CONTROL
 AH2333
 AH2333  NGVD 29 (07/28/98) 1170.6    (m)         3841.     (f) VERT ANG       
 AH2333
 AH2333.Superseded values are not recommended for survey control.
 AH2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2333.See file dsdata.txt to determine how the superseded data were derived.
 AH2333
 AH2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6355492492(NAD 83)
 AH2333_MARKER: 45 = MICROWAVE TOWER
 AH2333
 AH2333  HISTORY     - Date     Condition        Report By
 AH2333  HISTORY     - 1961     FIRST OBSERVED   USGS
 AH2333
 AH2333                          STATION DESCRIPTION
 AH2333
 AH2333'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH2333'LOCATED ABOUT 4.0 MI. (AIRLINE) SW. OF BUSHLAND, TEXAS, ABOUT 5.0 MI.
 AH2333'(AIRLINE) E. OF FARM ROAD 809 AND 11.0 MI. NE. OF JUNCTION OF U.S.
 AH2333'HIGHWAY NO. 60 AND FARM ROAD 2186.  IN THE CENTER OF A FIELD 12.0 FT.
 AH2333'SW. OF AN IRRIGATION WELL.
 AH2333'TO REACH FROM JUNCTION OF U.S. HIGHWAY NO. 60 AND FARM ROAD 2186, S.
 AH2333'OF AMARILLO, TEXAS, GO W. ON FARM ROAD 2186 9.0 MI. TO A T-RD., TURN
 AH2333'LEFT (S.) ON GRADED RD. 2.1 MI., RIGHT 2.0 MI. AND RIGHT 3.7 MI. TO A
 AH2333'FIELD RD., TURN LEFT (W.) ALONG FIELD RD. 0.7 MI. TO STATION SITE.
 AH2333'STATION MARK--STANDARD TABLET IN CONCRETE POST FLUSH WITH GROUND,
 AH2333'STAMPED---MAYBERRY 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1249 ***********************************************************************
 DN1249  DESIGNATION -  MAYD
 DN1249  PID         -  DN1249
 DN1249  STATE/COUNTY-  TX/GRAYSON
 DN1249  USGS QUAD   -  SADLER (1982)
 DN1249
 DN1249                         *CURRENT SURVEY CONTROL
 DN1249  ___________________________________________________________________
 DN1249* NAD 83(1993)-  33 38 13.69990(N)    096 49 58.54587(W)     ADJUSTED  
 DN1249* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 DN1249  ___________________________________________________________________
 DN1249  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DN1249  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DN1249
 DN1249  HORZ ORDER  -  SECOND
 DN1249
 DN1249.The horizontal coordinates were established by classical geodetic methods
 DN1249.and adjusted by the National Geodetic Survey in February 1996..
 DN1249
 DN1249.The orthometric height was scaled from a topographic map.
 DN1249
 DN1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1249
 DN1249.The geoid height was determined by GEOID03.
 DN1249
 DN1249;                    North         East     Units Scale Factor Converg.
 DN1249;SPC TXNC     - 2,219,737.229   754,645.593   MT  0.99992471   +0 54 33.2
 DN1249;SPC TXNC     - 7,282,587.89  2,475,866.42   sFT  0.99992471   +0 54 33.2
 DN1249;UTM  14      - 3,724,029.922   700,989.846   MT  1.00009805   +1 12 02.9
 DN1249
 DN1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1249!SPC TXNC     -   0.99996791  x   0.99992471  =   0.99989263
 DN1249!UTM  14      -   0.99996791  x   1.00009805  =   1.00006596
 DN1249
 DN1249|---------------------------------------------------------------------|
 DN1249| PID    Reference Object                     Distance      Geod. Az  |
 DN1249|                                                           dddmmss.s |
 DN1249| CY1599 MAYD RM 1                             5.720 METERS 06215     |
 DN1249| DN1246 LINE MATERIAL CO WATER TANK         APPROX.11.2 KM 0962301.0 |
 DN1249| CY1598 MAYD AZ MK                                         2841818.5 |
 DN1249| DN1263 WHITESBORO MUNICIPAL STANDPIPE      APPROX. 7.2 KM 2862055.6 |
 DN1249| CY1600 MAYD RM 2                             6.249 METERS 31914     |
 DN1249|---------------------------------------------------------------------|
 DN1249
 DN1249                          SUPERSEDED SURVEY CONTROL
 DN1249
 DN1249  NAD 83(1993)-  33 38 13.70066(N)    096 49 58.54319(W) AD(       ) 2
 DN1249  NAD 83(1986)-  33 38 13.70524(N)    096 49 58.53632(W) AD(       ) 2
 DN1249  NAD 27      -  33 38 13.31740(N)    096 49 57.53470(W) AD(       ) 2
 DN1249
 DN1249.Superseded values are not recommended for survey control.
 DN1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1249.See file dsdata.txt to determine how the superseded data were derived.
 DN1249
 DN1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0099024030(NAD 83)
 DN1249_MARKER: DS = TRIANGULATION STATION DISK
 DN1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1249
 DN1249  HISTORY     - Date     Condition        Report By
 DN1249  HISTORY     - 1955     MONUMENTED       CGS
 DN1249  HISTORY     - 1957     GOOD             CGS
 DN1249  HISTORY     - 19951111 GOOD             USPSQD
 DN1249
 DN1249                          STATION DESCRIPTION
 DN1249
 DN1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1249'THE STATION IS ABOUT 4.5 MILES EAST OF WHITESBORO, AND ABOUT
 DN1249'4 MILES WEST OF SOUTHMAYD ON THE SOUTH RIGHT-OF-WAY OF U.S.
 DN1249'HIGHWAY 82, 54.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 DN1249'82 AND MID WAY BETWEEN DUAL POWERLINE POLES THAT ARE 9 FEET
 DN1249'APART.  IT IS SET FLUSH AND IS STAMPED MAYD 1955.
 DN1249'
 DN1249'R.M. NO. 1 IS 43 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DN1249'AND 16 FEET NORTHEAST OF THE MOST NORTHERLY OF THE DUAL
 DN1249'POWERLINE POLES.  IT IS SET FLUSH AND IS STAMPED MAYD NO
 DN1249'1 1955.
 DN1249'
 DN1249'R.M. NO. 2 IS 43 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DN1249'AND 17 FEET NORTHWEST OF THE MOST NORTHERLY OF THE DUAL
 DN1249'POWERLINE POLES.  IT IS SET FLUSH AND IS STAMPED MAYD NO
 DN1249'2 1955.
 DN1249'
 DN1249'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 30.8 FEET.
 DN1249'
 DN1249'THE AZIMUTH MARK IS ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 DN1249'82, 55.5 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1.5
 DN1249'FEET EAST OF A POWERLINE POLE.  IT PROJECTS 3 INCHES AND IS
 DN1249'STAMPED MAYD 1955.
 DN1249'
 DN1249'TO REACH THE STATION FROM THE POST OFFICE IN WHITESBORO, GO
 DN1249'EAST ON U.S. HIGHWAY 82 FOR 4.4 MILES TO A POWERLINE POLE
 DN1249'ON THE RIGHT WITH THREE NOTCHES.  THE STATION, AS DESCRIBED,
 DN1249'IS MID WAY BETWEEN THE POLE WITH THE NOTCHES AND THE DUAL
 DN1249'POLE TO THE SOUTH.
 DN1249'
 DN1249'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 DN1249'HIGHWAY 82 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT
 DN1249'AS DESCRIBED.
 DN1249
 DN1249                          STATION RECOVERY (1957)
 DN1249
 DN1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1249'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1249'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1249'TO STATION SITE ARE CORRECT.
 DN1249
 DN1249                          STATION RECOVERY (1995)
 DN1249
 DN1249'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2737 ***********************************************************************
 BY2737  DESIGNATION -  MAYDELLE TEXAS FOREST SERV LOT
 BY2737  PID         -  BY2737
 BY2737  STATE/COUNTY-  TX/CHEROKEE
 BY2737  USGS QUAD   -  MAYDELLE (1982)
 BY2737
 BY2737                         *CURRENT SURVEY CONTROL
 BY2737  ___________________________________________________________________
 BY2737* NAD 83(1993)-  31 47 02.39814(N)    095 21 54.11396(W)     ADJUSTED  
 BY2737* NAVD 88     -                                                        
 BY2737  ___________________________________________________________________
 BY2737  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BY2737  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY2737
 BY2737  HORZ ORDER  -  THIRD
 BY2737
 BY2737.The horizontal coordinates were established by classical geodetic methods
 BY2737.and adjusted by the National Geodetic Survey in February 1996..
 BY2737
 BY2737
 BY2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2737
 BY2737.The geoid height was determined by GEOID03.
 BY2737
 BY2737;                    North         East     Units Scale Factor Converg.
 BY2737;SPC TX C     - 3,245,232.250 1,170,399.425   MT  0.99997483   +2 33 32.3
 BY2737;SPC TX C     -10,647,066.14  3,839,885.45   sFT  0.99997483   +2 33 32.3
 BY2737;UTM  15      - 3,518,929.347   276,059.485   MT  1.00021854   -1 14 46.4
 BY2737
 BY2737                          SUPERSEDED SURVEY CONTROL
 BY2737
 BY2737  NAD 83(1986)-  31 47 02.40839(N)    095 21 54.09921(W) AD(       ) 4
 BY2737  NAD 27      -  31 47 01.79000(N)    095 21 53.28000(W) AD(       ) 3
 BY2737
 BY2737.Superseded values are not recommended for survey control.
 BY2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2737.See file dsdata.txt to determine how the superseded data were derived.
 BY2737
 BY2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR7605918929(NAD 83)
 BY2737_MARKER: 57 = LOOKOUT TOWER
 BY2737
 BY2737  HISTORY     - Date     Condition        Report By
 BY2737  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2737
 BY2737                          STATION DESCRIPTION
 BY2737
 BY2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2737'STATION IS ABOUT 18 MILES E OF PALESTINE, 4 MILES W OF MAYDELLE
 BY2737'AND 0.1 MILE N OF U.S. HIGHWAY 84.
 BY2737'
 BY2737'IT IS A STANDARD-TYPE STEEL LOOKOUT TOWER, PAINTED GRAY AND
 BY2737'IS ABOUT 110 FEET HIGH.  IT WAS BUILT IN 1933.
 BY2737'
 BY2737'THE POINT LOCATED WAS THE APEX OF THE PYRAMIDAL ROOF OF THE
 BY2737'TOWER.
 BY2737'
 BY2737'IT IS TOWER NO. 8 OF THE TEXAS FOREST SERVICE.
 BY2737'
 BY2737'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0500 ***********************************************************************
 BO0500  DESIGNATION -  MAYER
 BO0500  PID         -  BO0500
 BO0500  STATE/COUNTY-  TX/SCHLEICHER
 BO0500  USGS QUAD   -  COUPE RANCH (1982)
 BO0500
 BO0500                         *CURRENT SURVEY CONTROL
 BO0500  ___________________________________________________________________
 BO0500* NAD 83(1993)-  30 46 37.80872(N)    100 52 07.29239(W)     ADJUSTED  
 BO0500* NAVD 88     -       746.     (meters)    2448.     (feet)  SCALED    
 BO0500  ___________________________________________________________________
 BO0500  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 BO0500  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BO0500
 BO0500  HORZ ORDER  -  SECOND
 BO0500
 BO0500.The horizontal coordinates were established by classical geodetic methods
 BO0500.and adjusted by the National Geodetic Survey in February 1996..
 BO0500
 BO0500.The orthometric height was scaled from a topographic map.
 BO0500
 BO0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0500
 BO0500.The geoid height was determined by GEOID03.
 BO0500
 BO0500;                    North         East     Units Scale Factor Converg.
 BO0500;SPC TX C     - 3,123,228.039   648,758.298   MT  0.99988936   -0 16 32.7
 BO0500;SPC TX C     -10,246,790.66  2,128,467.85   sFT  0.99988936   -0 16 32.7
 BO0500;UTM  14      - 3,406,399.640   321,174.612   MT  0.99999449   -0 57 23.3
 BO0500
 BO0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0500!SPC TX C     -   0.99988648  x   0.99988936  =   0.99977585
 BO0500!UTM  14      -   0.99988648  x   0.99999449  =   0.99988097
 BO0500
 BO0500|---------------------------------------------------------------------|
 BO0500| PID    Reference Object                     Distance      Geod. Az  |
 BO0500|                                                           dddmmss.s |
 BO0500| CV4747 MAYER RM 1                           30.397 METERS 05958     |
 BO0500| CV4746 MAYER AZ MK                                        0803659.8 |
 BO0500| CV4748 MAYER RM 2                           34.378 METERS 19112     |
 BO0500|---------------------------------------------------------------------|
 BO0500
 BO0500                          SUPERSEDED SURVEY CONTROL
 BO0500
 BO0500  NAD 83(1986)-  30 46 37.81455(N)    100 52 07.27754(W) AD(       ) 2
 BO0500  NAD 27      -  30 46 37.17300(N)    100 52 05.91700(W) AD(       ) 2
 BO0500
 BO0500.Superseded values are not recommended for survey control.
 BO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0500.See file dsdata.txt to determine how the superseded data were derived.
 BO0500
 BO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV2117506400(NAD 83)
 BO0500_MARKER: DS = TRIANGULATION STATION DISK
 BO0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0500
 BO0500  HISTORY     - Date     Condition        Report By
 BO0500  HISTORY     - 1943     MONUMENTED       CGS
 BO0500
 BO0500                          STATION DESCRIPTION
 BO0500
 BO0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0500'STATION IS LOCATED ON A HIGH FLAT DIVIDE ON THE N SIDE OF
 BO0500'BUCKRAM DRAW.  ABOUT 3 MILES NW OF THE HUMBLE OIL CO. PUMPING
 BO0500'STATION A.  ABOUT 3 MILES WNW OF SOL MAYER RANCH NO. 4.  0.8
 BO0500'MILE W OF A RED BOARD GATE.  0.15 MILE SSW OF AN OBTUSE LONE
 BO0500'SW FENCE CORNER.  STATION IS ON THE HIGHEST POINT FOR AT LEAST
 BO0500'5 MILES.
 BO0500'
 BO0500'THE SURFACE MARK IS A BRONZE DISK, NOTE 1A, SET IN THE TOP OF A
 BO0500'SQUARE POST OF CONCRETE WHICH PROJECTS 5 INCHES.  STAMPED
 BO0500'MAYER 1943.
 BO0500'
 BO0500'THE UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE
 BO0500'36 INCHES BELOW THE GROUND.  STAMPED MAYER 1943.
 BO0500'
 BO0500'REFERENCE MARK NO. 1, NE OF THE STATION, IS A BRONZE DISK,
 BO0500'SET IN THE TOP OF A SQUARE POST OF CONCRETE PROJECTING
 BO0500'5 INCHES.  STAMPED MAYER NO. 1 1943.
 BO0500'
 BO0500'REFERENCE MARK NO. 2, SSE OF THE STATION, IS A BRONZE DISK,
 BO0500'SET IN A DRILL HOLE IN A BOULDER.  STAMPED MAYER
 BO0500'NO. 2 1943.
 BO0500'
 BO0500'THE AZIMUTH MARK, 0.25 MILE NE OF THE STATION, IS A BRONZE
 BO0500'DISK SET IN A DRILL HOLE IN A BOULDER.  STAMPED
 BO0500'MAYER 1943.  THE AZIMUTH MARK IS LOCATED 60 FEET S OF AN
 BO0500'E-W FENCE LINE AND 20 FEET NW OF A LONE OAK TREE.
 BO0500'
 BO0500'TO REACH FROM THE COURTHOUSE IN OZONA, GO E ON U.S. HIGHWAY
 BO0500'290 FOR 20.7 MILES TO A GRADED ROAD TO THE LEFT, TURN LEFT, N,
 BO0500'TOWARD THE HUMBLE OIL CO. PUMPING STATION AND GO 7.4 MILES
 BO0500'TO THE PUMPING STATION, TURN LEFT AFTER CROSSING CATTLE GUARD
 BO0500'AND GO 3.3 MILES TO THE SOL MAYER RANCH HOUSE NO. 4, TURN LEFT
 BO0500'THROUGH A PANEL GATE AND GO W 0.15 MILE TO A WIDE DRAW, CONTINUE
 BO0500'STRAIGHT AHEAD KEEPING TO THE RIGHT OF A SMALL WASH WITH A CAR
 BO0500'BODY IN IT FOR ABOUT 150 YARDS TO A DIM TRACK ROAD RUNNING
 BO0500'N AND S, TURN RIGHT N AND FOLLOW THE TRACK ROAD UP THE RIDGE
 BO0500'FOR 1.8 MILES TO A PANEL GATE, PASS THROUGH THE GATE AND
 BO0500'FOLLOW THE ROAD W FOR 0.35 MILE, TURN RIGHT N, CROSS COUNTRY,
 BO0500'FOR 0.15 MILE TO ANOTHER BOARD GATE DO NOT PASS THROUGH THIS
 BO0500'GATE BUT TURN LEFT AND FOLLOW TRACKS ALONG THE S SIDE OF
 BO0500'THE FENCE FOR 0.8 MILE TO THE HIGHEST POINT OF THE RIDGE AND
 BO0500'THE STATION.
 BO0500'
 BO0500'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1342 ***********************************************************************
 DM1342  DESIGNATION -  MAYER
 DM1342  PID         -  DM1342
 DM1342  STATE/COUNTY-  TX/LAMAR
 DM1342  USGS QUAD   -  PATTONVILLE (1964)
 DM1342
 DM1342                         *CURRENT SURVEY CONTROL
 DM1342  ___________________________________________________________________
 DM1342* NAD 83(1993)-  33 36 41.96859(N)    095 26 30.01263(W)     ADJUSTED  
 DM1342* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 DM1342  ___________________________________________________________________
 DM1342  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DM1342  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM1342
 DM1342  HORZ ORDER  -  THIRD
 DM1342
 DM1342.The horizontal coordinates were established by classical geodetic methods
 DM1342.and adjusted by the National Geodetic Survey in February 1996..
 DM1342
 DM1342.The orthometric height was scaled from a topographic map.
 DM1342
 DM1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1342
 DM1342.The geoid height was determined by GEOID03.
 DM1342
 DM1342;                    North         East     Units Scale Factor Converg.
 DM1342;SPC TXNC     - 2,219,814.877   883,759.672   MT  0.99992027   +1 40 04.8
 DM1342;SPC TXNC     - 7,282,842.64  2,899,468.19   sFT  0.99992027   +1 40 04.8
 DM1342;UTM  15      - 3,721,771.654   273,469.402   MT  1.00023269   -1 21 07.9
 DM1342
 DM1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1342!SPC TXNC     -   0.99997862  x   0.99992027  =   0.99989889
 DM1342!UTM  15      -   0.99997862  x   1.00023269  =   1.00021130
 DM1342
 DM1342:                Primary Azimuth Mark                     Grid Az
 DM1342:SPC TXNC     -  BLOSSOM MUNICIPAL TANK                   043 35 53.2
 DM1342:UTM  15      -  BLOSSOM MUNICIPAL TANK                   046 37 05.9
 DM1342
 DM1342|---------------------------------------------------------------------|
 DM1342| PID    Reference Object                     Distance      Geod. Az  |
 DM1342|                                                           dddmmss.s |
 DM1342| DM1344 BLOSSOM MUNICIPAL TANK              APPROX. 7.6 KM 0451558.0 |
 DM1342| CY1602 MAYER RM 1                           14.320 METERS 12620     |
 DM1342| DM1425 PARIS NW MUNICIPAL TANK             APPROX.12.6 KM 2980719.9 |
 DM1342| DM1427 PARIS LAMAR CO ELEC COOP MAST       APPROX.12.8 KM 3034418.8 |
 DM1342| CY1601 MAYER AZ MK                                        3040753.5 |
 DM1342| CY1603 MAYER RM 2                           15.310 METERS 30548     |
 DM1342| DM1349 AIRPORT BEACON PARIS MUN APT        APPROX. 3.2 KM 3325521.2 |
 DM1342|---------------------------------------------------------------------|
 DM1342
 DM1342                          SUPERSEDED SURVEY CONTROL
 DM1342
 DM1342  NAD 83(1993)-  33 36 41.96960(N)    095 26 30.01163(W) AD(       ) 3
 DM1342  NAD 83(1986)-  33 36 41.97528(N)    095 26 30.00123(W) AD(       ) 3
 DM1342  NAD 27      -  33 36 41.59200(N)    095 26 29.16700(W) AD(       ) 3
 DM1342
 DM1342.Superseded values are not recommended for survey control.
 DM1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1342.See file dsdata.txt to determine how the superseded data were derived.
 DM1342
 DM1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7346921772(NAD 83)
 DM1342_MARKER: DS = TRIANGULATION STATION DISK
 DM1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1342_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1342
 DM1342  HISTORY     - Date     Condition        Report By
 DM1342  HISTORY     - 1950     MONUMENTED       CGS
 DM1342  HISTORY     - 1957     GOOD             CGS
 DM1342  HISTORY     - 1965     GOOD             CGS
 DM1342  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM1342
 DM1342                          STATION DESCRIPTION
 DM1342
 DM1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1342'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF PARIS
 DM1342'ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 271.  STATION IS 50
 DM1342'FEET EAST NORTHEAST OF CENTERLINE OF HIGHWAY AND 6 FEET SOUTH
 DM1342'SOUTHEAST OF POWER POLE WITH TRIANGLE BLAZE.  THE MARK IS
 DM1342'FLUSH WITH THE GROUND AND THE DISK IS STAMPED MAYER 1950.
 DM1342'
 DM1342'REFERENCE MARK NO. 1 IS 50 FEET EAST NORTHEAST OF THE CENTERLINE
 DM1342'OF HIGHWAY.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 DM1342'IS STAMPED MAYER NO 1 1950.
 DM1342'
 DM1342'REFERENCE MARK NO. 2 IS 48 FEET EAST NORTHEAST OF THE CENTERLINE
 DM1342'OF HIGHWAY.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 DM1342'IS STAMPED MAYER NO 2 1950.
 DM1342'
 DM1342'AZIMUTH MARK IS 43 FEET SOUTH SOUTHWEST OF THE CENTERLINE
 DM1342'OF HIGHWAY AND 5 FEET EAST OF TELEPHONE POLE.  THE MARK IS
 DM1342'FLUSH WITH THE GROUND AND THE DISK IS STAMPED MAYER 1950.
 DM1342'
 DM1342'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN PARIS
 DM1342'GO EAST AND SOUTHEAST ON U.S. HIGHWAY 271 FOR 7.1 MILES TO
 DM1342'THE AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE SOUTHEAST
 DM1342'FOR 0.5 MILE TO STATION ON LEFT AS DESCRIBED.
 DM1342'
 DM1342'A 4 FOOT SIGNAL AT STATION BLOSSOM IS V.G.
 DM1342'
 DM1342'A 4 FOOT SIGNAL AT STATION COX IS V.G.
 DM1342'
 DM1342'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DM1342
 DM1342                          STATION RECOVERY (1957)
 DM1342
 DM1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1342'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1342'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1342'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1342
 DM1342                          STATION RECOVERY (1965)
 DM1342
 DM1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 DM1342'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DM1342'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 DM1342'MARK WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED.
 DM1342
 DM1342                          STATION RECOVERY (1995)
 DM1342
 DM1342'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1760 ***********************************************************************
 FL1760  DESIGNATION -  MAYER
 FL1760  PID         -  FL1760
 FL1760  STATE/COUNTY-  TX/POTTER
 FL1760  USGS QUAD   -  MAYER (1973)
 FL1760
 FL1760                         *CURRENT SURVEY CONTROL
 FL1760  ___________________________________________________________________
 FL1760* NAD 83(1993)-  35 15 55.36992(N)    101 44 10.94823(W)     ADJUSTED  
 FL1760* NAVD 88     -      1105.     (meters)    3625.     (feet)  SCALED    
 FL1760  ___________________________________________________________________
 FL1760  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 FL1760  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL1760
 FL1760  HORZ ORDER  -  FIRST
 FL1760
 FL1760.The horizontal coordinates were established by classical geodetic methods
 FL1760.and adjusted by the National Geodetic Survey in February 1996..
 FL1760
 FL1760.The orthometric height was scaled from a topographic map.
 FL1760
 FL1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1760
 FL1760.The geoid height was determined by GEOID03.
 FL1760
 FL1760;                    North         East     Units Scale Factor Converg.
 FL1760;SPC TX N     - 1,140,402.666   178,493.564   MT  0.99991440   -0 08 13.2
 FL1760;SPC TX N     - 3,741,471.08    585,607.63   sFT  0.99991440   -0 08 13.2
 FL1760;UTM  14      - 3,905,906.846   251,078.356   MT  1.00036368   -1 34 50.5
 FL1760
 FL1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1760!SPC TX N     -   0.99983077  x   0.99991440  =   0.99974519
 FL1760!UTM  14      -   0.99983077  x   1.00036368  =   1.00019439
 FL1760
 FL1760|---------------------------------------------------------------------|
 FL1760| PID    Reference Object                     Distance      Geod. Az  |
 FL1760|                                                           dddmmss.s |
 FL1760| CJ7013 MAYER RM 1                           35.303 METERS 05830     |
 FL1760| CJ7012 MAYER AZ MK                                        2145943.4 |
 FL1760| CJ7014 MAYER RM 2                           37.783 METERS 29155     |
 FL1760|---------------------------------------------------------------------|
 FL1760
 FL1760                          SUPERSEDED SURVEY CONTROL
 FL1760
 FL1760  NAD 83(1993)-  35 15 55.37566(N)    101 44 10.94090(W) AD(       ) 1
 FL1760  NAD 83(1986)-  35 15 55.37715(N)    101 44 10.93932(W) AD(       ) 1
 FL1760  NAD 27      -  35 15 55.18900(N)    101 44 09.28600(W) AD(       ) 1
 FL1760
 FL1760.Superseded values are not recommended for survey control.
 FL1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1760.See file dsdata.txt to determine how the superseded data were derived.
 FL1760
 FL1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5107805907(NAD 83)
 FL1760_MARKER: DS = TRIANGULATION STATION DISK
 FL1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1760
 FL1760  HISTORY     - Date     Condition        Report By
 FL1760  HISTORY     - 1951     MONUMENTED       CGS
 FL1760  HISTORY     - 1956     SEE DESCRIPTION  CGS
 FL1760
 FL1760                          STATION DESCRIPTION
 FL1760
 FL1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1760'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF MR. G.D.
 FL1760'MAYERS CULTIVATED FIELD AND ALONG THE NORTHWEST SIDE OF
 FL1760'STATE HIGHWAY 136.  IT IS ABOUT 7 MILES AIRLINE NORTHEAST
 FL1760'OF AMARILLO, ABOUT 0.4 MILE NORTH OF MAYER SIDING.
 FL1760'
 FL1760'THE STATION IS 60 FEET NORTHWEST OF THE CENTER LINE OF STATE
 FL1760'HIGHWAY 136, 22 FEET SOUTH OF THE CENTER LINE OF A PAVED
 FL1760'ROAD, AND 3-1/2 FEET EAST OF A WHITE WITNESS POST.  IT IS
 FL1760'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1760'POST THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED--MAYER 1951.
 FL1760'
 FL1760'REFERENCE MARK NUMBER ONE IS 38 FEET NORTHWEST OF THE CENTER
 FL1760'LINE OF STATE HIGHWAY 136, 8 FEET NORTHEAST OF A FENCE CORNER,
 FL1760'AND ABOUT 1 FOOT HIGHER THAN THE STATION.  IT IS A STANDARD
 FL1760'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1760'PROJECTS 3 INCHES.  THE DISK IS STAMPED--MAYER NO 1 1951.
 FL1760'
 FL1760'REFERENCE MARK NUMBER TWO IS 22 FEET NORTH OF THE CENTER
 FL1760'LINE OF THE PAVED ROAD, 2 FEET EAST OF A POWERLINE POLE
 FL1760'(NUMBER 158), AND ABOUT 1-1/2 FEET HIGHER THAN THE STATION.
 FL1760'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 FL1760'CONCRETE POST THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED--MAYER
 FL1760'NO 2 1951.
 FL1760'
 FL1760'THE AZIMUTH MARK IS 0.1 MILE EAST OF STATE HIGHWAY 136,
 FL1760'16 FEET EAST OF THE CENTER LINE OF THE RAILROAD TRACKS, AND
 FL1760'20 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD.  IT IS
 FL1760'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1760'POST THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--MAYER
 FL1760'1951.  TO REACH THE MARK FROM THE STATION GO SOUTHWEST ON
 FL1760'STATE HIGHWAY 136 FOR 0.5 MILE TO A CROSS ROAD.  TURN LEFT
 FL1760'AND GO 0.1 MILE TO THE RAILROAD TRACKS AND THE MARK ON THE
 FL1760'RIGHT.
 FL1760'
 FL1760'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO GO
 FL1760'NORTH AND EAST ON U.S. HIGHWAY 60 FOR 3.9 MILES TO STATE
 FL1760'HIGHWAY 136.  TURN LEFT, NORTHEAST, AND GO 4.3 MILES TO A
 FL1760'PAVED CROSS ROAD AND THE STATION ON THE LEFT.
 FL1760'
 FL1760'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 FL1760
 FL1760                          STATION RECOVERY (1956)
 FL1760
 FL1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1760'THE STATION WAS RECOVERED AND THE CONCRETE BASE WAS ALL RIGHT
 FL1760'BUT THE DISK HAD BEEN KNOCKED OFF.  REFERENCE MARKS NO. 1
 FL1760'AND NO. 2 WERE RECOVERED IN GOOD CONDITION.  DID NOT RECOVER
 FL1760'THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 FL1760'ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9238 ***********************************************************************
 AF9238  DESIGNATION -  MAYER ET
 AF9238  PID         -  AF9238
 AF9238  STATE/COUNTY-  TX/KENT
 AF9238  USGS QUAD   -  JAYTON SOUTH (1969)
 AF9238
 AF9238                         *CURRENT SURVEY CONTROL
 AF9238  ___________________________________________________________________
 AF9238* NAD 83(1993)-  33 14 44.10767(N)    100 32 55.46404(W)     ADJUSTED  
 AF9238* NAVD 88     -       623.8    (meters)    2047.     (feet)  VERTCON   
 AF9238  ___________________________________________________________________
 AF9238  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 AF9238  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AF9238
 AF9238  HORZ ORDER  -  THIRD
 AF9238
 AF9238.The horizontal coordinates were established by classical geodetic methods
 AF9238.and adjusted by the National Geodetic Survey in July 1998..
 AF9238
 AF9238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9238
 AF9238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9238
 AF9238.The geoid height was determined by GEOID03.
 AF9238
 AF9238;                    North         East     Units Scale Factor Converg.
 AF9238;SPC TXNC     - 2,176,947.978   409,106.176   MT  0.99987833   -1 07 02.5
 AF9238;SPC TXNC     - 7,142,203.49  1,342,209.18   sFT  0.99987833   -1 07 02.5
 AF9238;UTM  14      - 3,679,582.319   355,718.239   MT  0.99985666   -0 50 57.2
 AF9238
 AF9238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9238!SPC TXNC     -   0.99990630  x   0.99987833  =   0.99978464
 AF9238!UTM  14      -   0.99990630  x   0.99985666  =   0.99976297
 AF9238
 AF9238                          SUPERSEDED SURVEY CONTROL
 AF9238
 AF9238  NGVD 29 (07/17/98)  623.6    (m)         2046.     (f) VERT ANG       
 AF9238
 AF9238.Superseded values are not recommended for survey control.
 AF9238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9238.See file dsdata.txt to determine how the superseded data were derived.
 AF9238
 AF9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5571879582(NAD 83)
 AF9238_MARKER: DS = TRIANGULATION STATION DISK
 AF9238
 AF9238  HISTORY     - Date     Condition        Report By
 AF9238  HISTORY     - 1958     MONUMENTED       USGS
 AF9238
 AF9238                          STATION DESCRIPTION
 AF9238
 AF9238'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9238'STATION IS LOCATED 1.5 MI. E. OF JAYTON, 10 MI. SE. OF GIRARD, ON THE
 AF9238'E. SIDE OF A TRACK RD. LEADING TO A WINDMILL AND ON THE S. SIDE OF A
 AF9238'PLOWED FIELD.  IT IS ABOUT 800 FT. NE. OF AN OLD HOUSE WHICH SETS ON
 AF9238'TOP OF THE HILL.
 AF9238'THE STATION MAY BE REACHED FROM THE WATER TANK IN JAYTON BY GOING E.
 AF9238'ON THE FIRST RD. S. 1.3 MI. TO A RIGHT ANGLE TURN S. IN THE RD., A
 AF9238'LARGE OLD HOUSE IS N. OF THE RD.  GO THRU GATE INTO THE MAYER RANCH
 AF9238'AND TURN LEFT TO THE PLOWED FIELD ABOUT 1000 FT. N.  STATION IS 73 FT.
 AF9238'E. OF THE FENCE LINE IN THE MESQUITE COVERED AREA BOUNDED BY THE CURVE
 AF9238'IN THE RD. WHERE IT TURNS E. ALONG THE S. SIDE OF THE PLOWED FIELD,
 AF9238'ABOUT 15 FT. S. OF THE RD.
 AF9238'STATION MARK--STANDARD USGS TABLET SET IN TOP OF CONCRETE POST SET
 AF9238'FLUSH WITH GROUND AND COVERED BY SOME ROCKS, STAMPED---MAYER-ET
 AF9238'1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3062 ***********************************************************************
 CS3062  DESIGNATION -  MAYFIELD
 CS3062  PID         -  CS3062
 CS3062  STATE/COUNTY-  TX/HILL
 CS3062  USGS QUAD   -  HILLSBORO WEST (1976)
 CS3062
 CS3062                         *CURRENT SURVEY CONTROL
 CS3062  ___________________________________________________________________
 CS3062* NAD 83(1993)-  32 06 12.24644(N)    097 11 57.80574(W)     ADJUSTED  
 CS3062* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 CS3062  ___________________________________________________________________
 CS3062  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 CS3062  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CS3062
 CS3062  HORZ ORDER  -  SECOND
 CS3062
 CS3062.The horizontal coordinates were established by classical geodetic methods
 CS3062.and adjusted by the National Geodetic Survey in February 1996..
 CS3062
 CS3062.The orthometric height was scaled from a topographic map.
 CS3062
 CS3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3062
 CS3062.The geoid height was determined by GEOID03.
 CS3062
 CS3062;                    North         East     Units Scale Factor Converg.
 CS3062;SPC TXNC     - 2,049,191.090   722,758.453   MT  1.00000842   +0 42 33.6
 CS3062;SPC TXNC     - 6,723,054.43  2,371,250.02   sFT  1.00000842   +0 42 33.6
 CS3062;UTM  14      - 3,553,316.170   669,898.307   MT  0.99995599   +0 57 25.8
 CS3062
 CS3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3062!SPC TXNC     -   0.99996957  x   1.00000842  =   0.99997799
 CS3062!UTM  14      -   0.99996957  x   0.99995599  =   0.99992556
 CS3062
 CS3062|---------------------------------------------------------------------|
 CS3062| PID    Reference Object                     Distance      Geod. Az  |
 CS3062|                                                           dddmmss.s |
 CS3062| CY1605 MAYFIELD RM 1                        29.851 METERS 02904     |
 CS3062| CS3071 ITASCA MUNICIPAL STANDPIPE          APPROX. 7.9 KM 0361749.4 |
 CS3062| CS3067 ITASCA COTTON MFG CO TANK           APPROX. 7.6 KM 0482534.3 |
 CS3062| CY1606 MAYFIELD RM 2                        33.287 METERS 13604     |
 CS3062| CS3061 HILLSBORO RADIO STA KHBR MAST       APPROX.11.1 KM 1415623.7 |
 CS3062| CY1604 MAYFIELD AZ MK                                     1465102.4 |
 CS3062| CS3065 HILLSBORO HILL CO CTHSE TOWER       APPROX.12.1 KM 1473532.8 |
 CS3062| CS3066 HILLSBORO COTTON MILLS TANK         APPROX.11.7 KM 1482216.3 |
 CS3062| CS3063 HILLSBORO MUNICIPAL STANDPIPE       APPROX.11.9 KM 1490326.6 |
 CS3062| CS3074 COVINGTON WATER TANK                APPROX.10.0 KM 3271045.8 |
 CS3062|---------------------------------------------------------------------|
 CS3062
 CS3062                          SUPERSEDED SURVEY CONTROL
 CS3062
 CS3062  NAD 83(1986)-  32 06 12.25353(N)    097 11 57.78550(W) AD(       ) 2
 CS3062  NAD 27      -  32 06 11.70700(N)    097 11 56.75300(W) AD(       ) 2
 CS3062
 CS3062.Superseded values are not recommended for survey control.
 CS3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3062.See file dsdata.txt to determine how the superseded data were derived.
 CS3062
 CS3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6989853316(NAD 83)
 CS3062_MARKER: DS = TRIANGULATION STATION DISK
 CS3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3062
 CS3062  HISTORY     - Date     Condition        Report By
 CS3062  HISTORY     - 1948     MONUMENTED       CGS
 CS3062  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS3062  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 CS3062
 CS3062                          STATION DESCRIPTION
 CS3062
 CS3062'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3062'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF HILLSBORO
 CS3062'AND 5 MILES SOUTHWEST OF ITASCA.  IT IS 62 FEET SOUTH OF THE
 CS3062'APPROXIMATE CENTERLINE OF A DIRT ROAD, 55 FEET WEST OF THE
 CS3062'APPROXIMATE CENTERLINE OF STATE HIGHWAY 171, 51 FEET
 CS3062'EAST-SOUTHEAST OF A POWER POLE AND 8.5 FEET NORTH OF A WHITE
 CS3062'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 CS3062'DISK IS STAMPED MAYFIELD 1948.
 CS3062'
 CS3062'REFERENCE MARK NO. 1 IS 97.93 FEET NORTHEAST OF THE STATION,
 CS3062'29 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 CS3062'171 AND 2 FEET SOUTH OF A POWER POLE.  THE MARK PROJECTS
 CS3062'ABOUT 8 INCHES AND THE DISK IS STAMPED MAYFIELD NO 1 1948.
 CS3062'
 CS3062'REFERENCE MARK NO. 2 IS 109.21 FEET SOUTHEAST OF THE STATION,
 CS3062'28 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 CS3062'171 AND 1 FOOT NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS
 CS3062'ABOUT 6 INCHES AND THE DISK IS STAMPED MAYFIELD NO 2 1948.
 CS3062'
 CS3062'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION,
 CS3062'34 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 CS3062'171, 3 FEET NORTH OF A WHITE WITNESS POST AND 1.8 FEET NORTH
 CS3062'OF A POWER POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 CS3062'THE DISK IS STAMPED MAYFIELD 1948.
 CS3062'
 CS3062'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 CS3062'HOUSE SQUARE IN HILLSBORO GO WEST ON STATE HIGHWAYS 22 AND
 CS3062'171 FOR 0.3 MILE TO JUNCTION WHERE STATE HIGHWAY 171 TURNS
 CS3062'NORTH.  TURN NORTH HERE AND GO NORTH AND WEST ON STATE HIGHWAY
 CS3062'171 FOR 7.65 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 CS3062'CONTINUE NORTHWEST ON STATE HIGHWAY 171 FOR 0.3 MILE TO STATION
 CS3062'ON LEFT AS DESCRIBED.
 CS3062'
 CS3062'A 74 FOOT SIGNAL AT BLANTON IS VISIBLE AT 10 FEET.
 CS3062'
 CS3062'A 74 FOOT SIGNAL AT OSCEOLA IS VISIBLE FROM THE GROUND.
 CS3062'
 CS3062'AN 87 FOOT SIGNAL AT PARKER IS VISIBLE FROM THE GROUND.
 CS3062'
 CS3062'A 74 FOOT SIGNAL AT BOISDARC IS VISIBLE AT 10 FEET.
 CS3062'
 CS3062'AN 100 FOOT SIGNAL AT ITASCA IS VISIBLE AT 10 FEET.
 CS3062'
 CS3062'AN 87 FOOT SIGNAL AT FILES IS VISIBLE FROM THE GROUND.
 CS3062'
 CS3062'A 74 FOOT SIGNAL AT BELL IS VISIBLE AT 10 FEET.
 CS3062'
 CS3062'AN 87 FOOT SIGNAL AT LOVELACE IS VISIBLE AT 20 FEET.
 CS3062'
 CS3062'AN 87 FOOT SIGNAL AT HILLSBORO IS VISIBLE AT 37 FEET.
 CS3062'
 CS3062'A 74 FOOT SIGNAL AT MACKEY IS VISIBLE AT 37 FEET.
 CS3062'
 CS3062'AN 100 FOOT SIGNAL AT PEORIA IS VISIBLE AT 50 FEET.
 CS3062'
 CS3062'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS3062
 CS3062                          STATION RECOVERY (1999)
 CS3062
 CS3062'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3062'MARK NOT FOUND.
 CS3062
 CS3062                          STATION RECOVERY (2003)
 CS3062
 CS3062'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS3062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0878 ***********************************************************************
 EN0878  DESIGNATION -  MAYFIELD
 EN0878  PID         -  EN0878
 EN0878  STATE/COUNTY-  TX/HALE
 EN0878  USGS QUAD   -  HALE CENTER SW (1968)
 EN0878
 EN0878                         *CURRENT SURVEY CONTROL
 EN0878  ___________________________________________________________________
 EN0878* NAD 83(1993)-  34 05 23.75003(N)    101 58 44.20563(W)     ADJUSTED  
 EN0878* NAVD 88     -      1074.2    (meters)    3524.     (feet)  VERTCON   
 EN0878  ___________________________________________________________________
 EN0878  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 EN0878  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 EN0878
 EN0878  HORZ ORDER  -  FIRST
 EN0878
 EN0878.The horizontal coordinates were established by classical geodetic methods
 EN0878.and adjusted by the National Geodetic Survey in February 1996..
 EN0878
 EN0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0878
 EN0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0878
 EN0878.The geoid height was determined by GEOID03.
 EN0878
 EN0878;                    North         East     Units Scale Factor Converg.
 EN0878;SPC TXNC     - 2,274,048.417   278,984.306   MT  1.00003671   -1 53 50.6
 EN0878;SPC TXNC     - 7,460,773.85    915,301.01   sFT  1.00003671   -1 53 50.6
 EN0878;UTM  14      - 3,776,134.370   225,144.649   MT  1.00053136   -1 40 14.6
 EN0878;UTM  13      - 3,776,248.533   778,741.823   MT  1.00055789   +1 41 39.7
 EN0878
 EN0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0878!SPC TXNC     -   0.99983540  x   1.00003671  =   0.99987210
 EN0878!UTM  14      -   0.99983540  x   1.00053136  =   1.00036667
 EN0878!UTM  13      -   0.99983540  x   1.00055789  =   1.00039319
 EN0878
 EN0878|---------------------------------------------------------------------|
 EN0878| PID    Reference Object                     Distance      Geod. Az  |
 EN0878|                                                           dddmmss.s |
 EN0878| CJ7015 MAYFIELD RM 1                        11.270 METERS 19814     |
 EN0878| CJ7017 MAYFIELD RM 3 AZIMUTH                              2801000.3 |
 EN0878| CJ7016 MAYFIELD RM 2                        12.523 METERS 30123     |
 EN0878|---------------------------------------------------------------------|
 EN0878
 EN0878                          SUPERSEDED SURVEY CONTROL
 EN0878
 EN0878  NAD 83(1986)-  34 05 23.75611(N)    101 58 44.19984(W) AD(       ) 1
 EN0878  NAD 27      -  34 05 23.46854(N)    101 58 42.55578(W) AD(       ) 1
 EN0878  NGVD 29 (07/19/86) 1073.8    (m)         3523.     (f) VERT ANG       
 EN0878
 EN0878.Superseded values are not recommended for survey control.
 EN0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0878.See file dsdata.txt to determine how the superseded data were derived.
 EN0878
 EN0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC2514576134(NAD 83)
 EN0878_MARKER: DS = TRIANGULATION STATION DISK
 EN0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0878
 EN0878  HISTORY     - Date     Condition        Report By
 EN0878  HISTORY     - 1975     MONUMENTED       NGS
 EN0878
 EN0878                          STATION DESCRIPTION
 EN0878
 EN0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EN0878'THE STATION IS LOCATED 1-1/2 MILES SOUTHEAST OF THE SMALL VILLAGE
 EN0878'OF MAYFIELD, 8 MILES NORTHWEST OF HALE CENTER, AND 11 MILES
 EN0878'SOUTHEAST OF OLTON, ON THE PROPERTY OF PRODUCERS GRAIN CORPORATION,
 EN0878'FEED YARD, SOUTH PLAINS DIVISION.  PERMISION WAS OBTAINED FROM
 EN0878'MR. JOE EDDLEMAN, ASSISTANT MANAGER.
 EN0878'
 EN0878'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM ROAD 168
 EN0878'IN OLTON, GO EAST ON U.S. 70 FOR 8.2 MILES TO THE JUNCTION OF
 EN0878'U.S. 70 AND FARM ROAD 179 SOUTH, TURN RIGHT AND GO SOUTH ON 179
 EN0878'FOR 6.6 MILES TO RM 3 ON THE RIGHT, CONTINUE SOUTH ON 179 FOR 0.2
 EN0878'MILE TO THE ENTRANCE TO PRODUCERS GRAIN CORPORATION, FEED YARD,
 EN0878'SOUTH PLAINS DIVISION, AS PER SIGN.  TURN LEFT THROUGH GATE AND
 EN0878'GO EAST FOR 0.8 MILE TO A STANDPIPE ON THE LEFT AND THE
 EN0878'STATION.
 EN0878'
 EN0878'THE STATION MARKS ARE STANDARD DISKS STAMPED MAYFIELD 1975, THE
 EN0878'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EN0878'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 21.3 FEET NORTH OF
 EN0878'A POWER LINE POLE, AND 39.8 FEET SOUTHWEST OF A STANDPIPE.  THE
 EN0878'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 EN0878'INCHES BELOW THE GROUND.
 EN0878'
 EN0878'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MAYFIELD NO 1 1975,
 EN0878'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 EN0878'FLUSH WITH THE GROUND.  IT IS 26.5 FEET SOUTHWEST OF A POWER LINE
 EN0878'POLE, AND 75.0 FEET SOUTHWEST OF A STANDPIPE.  ABOUT THE SAME
 EN0878'ELEVATION AS THE STATION.
 EN0878'
 EN0878'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAYFIELD NO 2 1975,
 EN0878'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 EN0878'FLUSH WITH THE GROUND.  IT IS 52.5 FEET WEST OF A STANDPIPE, AND
 EN0878'60.4 FEET NORTHWEST OF A POWER LINE POLE.  ABOUT ONE FOOT LOWER
 EN0878'THAN THE STATION.
 EN0878'
 EN0878'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MAYFIELD NO 3 1975 AZ,
 EN0878'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EN0878'PROJECTS 4 INCHES.  IT IS 1.0 FOOT EAST OF A FENCE LINE, 3.0 FEET
 EN0878'EAST OF A POWER LINE POLE, AND 39.0 FEET WEST OF THE CENTER OF
 EN0878'FARM ROAD 179.
 EN0878'
 EN0878'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2978 ***********************************************************************
 BX2978  DESIGNATION -  MAYFLOWER
 BX2978  PID         -  BX2978
 BX2978  STATE/COUNTY-  TX/NEWTON
 BX2978  USGS QUAD   -  WEEKS SETTLEMENT (1984)
 BX2978
 BX2978                         *CURRENT SURVEY CONTROL
 BX2978  ___________________________________________________________________
 BX2978* NAD 83(1993)-  31 06 02.76260(N)    093 45 33.36625(W)     ADJUSTED  
 BX2978* NAVD 88     -       168.5    (meters)     553.     (feet)  VERTCON   
 BX2978  ___________________________________________________________________
 BX2978  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 BX2978  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BX2978
 BX2978  HORZ ORDER  -  FIRST
 BX2978
 BX2978.The horizontal coordinates were established by classical geodetic methods
 BX2978.and adjusted by the National Geodetic Survey in February 1996..
 BX2978
 BX2978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2978
 BX2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2978
 BX2978.The geoid height was determined by GEOID03.
 BX2978
 BX2978;                    North         East     Units Scale Factor Converg.
 BX2978;SPC TX C     - 3,177,502.481 1,326,751.839   MT  0.99988324   +3 23 09.7
 BX2978;SPC TX C     -10,424,856.06  4,352,851.66   sFT  0.99988324   +3 23 09.7
 BX2978;UTM  15      - 3,441,017.412   427,590.973   MT  0.99966467   -0 23 32.0
 BX2978
 BX2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2978!SPC TX C     -   0.99997789  x   0.99988324  =   0.99986113
 BX2978!UTM  15      -   0.99997789  x   0.99966467  =   0.99964257
 BX2978
 BX2978|---------------------------------------------------------------------|
 BX2978| PID    Reference Object                     Distance      Geod. Az  |
 BX2978|                                                           dddmmss.s |
 BX2978| CV8820 MAYFLOWER RM 1                       26.646 METERS 13940     |
 BX2978| CV8819 MAYFLOWER AZ MK                                    2263047.7 |
 BX2978| BX2982 MAYFLOWER ATT MICROWAVE KGP 72      APPROX. 7.8 KM 2555421.8 |
 BX2978| BX2981 MAYFLOWER GULF ST KYB 87 MAST       APPROX. 7.8 KM 2562439.0 |
 BX2978| BX2980 MAYFLOWER HTT MICROWAVE KLF 32      APPROX. 7.7 KM 2593610.8 |
 BX2978| CV8821 MAYFLOWER RM 2                       26.474 METERS 27416     |
 BX2978| BX2986 CHINQUAPIN                          APPROX.14.7 KM 3033833.9 |
 BX2978| BX2979 MAYFLOWER LOT                        41.148 METERS 35659     |
 BX2978|---------------------------------------------------------------------|
 BX2978
 BX2978                          SUPERSEDED SURVEY CONTROL
 BX2978
 BX2978  NAD 83(1986)-  31 06 02.77022(N)    093 45 33.36194(W) AD(       ) 1
 BX2978  NAD 27      -  31 06 02.08173(N)    093 45 32.70778(W) AD(       ) 1
 BX2978  NGVD 29 (07/19/86)  168.5    (m)          553.     (f) VERT ANG       
 BX2978
 BX2978.Superseded values are not recommended for survey control.
 BX2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2978.See file dsdata.txt to determine how the superseded data were derived.
 BX2978
 BX2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2759141017(NAD 83)
 BX2978_MARKER: DS = TRIANGULATION STATION DISK
 BX2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2978_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2978
 BX2978  HISTORY     - Date     Condition        Report By
 BX2978  HISTORY     - 1972     MONUMENTED       NGS
 BX2978
 BX2978                          STATION DESCRIPTION
 BX2978
 BX2978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2978'5 AND 10 KGS. TENSION ON MEASUREMENTS TO THE RMS AND LOT.
 BX2978'
 BX2978'THE STATION IS ABOUT 19 MILES NORTHEAST OF JASPER, 11.5 MILES
 BX2978'SOUTHEAST OF YELLOWPINE, 9 MILES NORTHWEST OF BURKEVILLE AND ON LAND
 BX2978'OWNED BY THE SOUTHERN MILLS INCORPORATION, P. O. BOX 149, LUFKIN,
 BX2978'TEXAS, 75901.
 BX2978'
 BX2978'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 AND FARM
 BX2978'ROAD 2343 IN YELLOWPINE, GO SOUTH ON STATE HIGHWAY 87 FOR 3.8 MILES
 BX2978'TO SIX MILE CREEK, CONTINUE SOUTH ON STATE HIGHWAY 87 FOR 13.0
 BX2978'MILES TO A GRAVELED CROSSROAD AND MAYFLOWER LOOKOUT SIGN ON THE
 BX2978'LEFT.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.75 MILE TO A
 BX2978'CROSSROAD.  TURN RIGHT AND GO NORTHWEST ON A GRAVELED ROAD FOR 0.8
 BX2978'MILE TO A T-ROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 BX2978'0.85 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON A
 BX2978'DIRT ROAD FOR 0.1 MILE TO THE MAYFLOWER LOOKOUT TOWER AND THE
 BX2978'STATION ON THE LEFT.
 BX2978'
 BX2978'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE DIRT
 BX2978'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 BX2978'
 BX2978'STATION MARKS ARE STANDARD DISKS STAMPED MAYFLOWER 1972.  THE SURFACE
 BX2978'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2978'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 151 FEET
 BX2978'EAST-SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 123 FEET SOUTH
 BX2978'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 6 FEET NORTHWEST OF A
 BX2978'METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BX2978'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BX2978'SURFACE.
 BX2978'
 BX2978'REFERENCE MARK 1, A STANDARD DISK STAMPED MAYFLOWER NO 1 1972, IS
 BX2978'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2978'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 82 FEET
 BX2978'SOUTHEAST OF THE METAL WITNESS POST, 58 FEET WEST-SOUTHWEST OF A
 BX2978'TWIN TRUNK PINE TREE AND 20 FEET NORTH OF AN 8-INCH PINE TREE.
 BX2978'
 BX2978'REFERENCE MARK 2, A STANDARD DISK STAMPED MAYFLOWER NO 2 1972, IS
 BX2978'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2978'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 76 FEET
 BX2978'EAST-SOUTHEAST OF THE CENTER OF THE DIRT ROAD AND 32 FEET SOUTH OF
 BX2978'A TWIN TRUNK SCRUB OAK TREE.
 BX2978'
 BX2978'AZIMUTH MARK, A STANDARD DISK STAMPED MAYFLOWER 1972, IS SET IN THE
 BX2978'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 BX2978'INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET EAST OF THE CENTER
 BX2978'OF THE DIRT ROAD AND 3 FEET NORTHEAST OF A METAL WITNESS POST.
 BX2978'
 BX2978'NEAREST TOWN--9 MILES NW OF BURKEVILLE.
 BX2978'
 BX2978'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2982 ***********************************************************************
 BX2982  DESIGNATION -  MAYFLOWER ATT MICROWAVE KGP 72
 BX2982  PID         -  BX2982
 BX2982  STATE/COUNTY-  TX/NEWTON
 BX2982  USGS QUAD   -  WEEKS SETTLEMENT (1984)
 BX2982
 BX2982                         *CURRENT SURVEY CONTROL
 BX2982  ___________________________________________________________________
 BX2982* NAD 83(1993)-  31 05 00.71493(N)    093 50 20.10341(W)     ADJUSTED  
 BX2982* NAVD 88     -                                                        
 BX2982  ___________________________________________________________________
 BX2982  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 BX2982  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BX2982
 BX2982  HORZ ORDER  -  THIRD
 BX2982
 BX2982.The horizontal coordinates were established by classical geodetic methods
 BX2982.and adjusted by the National Geodetic Survey in February 1996..
 BX2982
 BX2982
 BX2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2982
 BX2982.The geoid height was determined by GEOID03.
 BX2982
 BX2982;                    North         East     Units Scale Factor Converg.
 BX2982;SPC TX C     - 3,175,149.005 1,319,278.487   MT  0.99988277   +3 20 42.0
 BX2982;SPC TX C     -10,417,134.69  4,328,332.84   sFT  0.99988277   +3 20 42.0
 BX2982;UTM  15      - 3,439,161.893   419,980.392   MT  0.99967898   -0 25 59.3
 BX2982
 BX2982                          SUPERSEDED SURVEY CONTROL
 BX2982
 BX2982  NAD 83(1986)-  31 05 00.72339(N)    093 50 20.09824(W) AD(       ) 4
 BX2982  NAD 27      -  31 05 00.02819(N)    093 50 19.43761(W) AD(       ) 3
 BX2982
 BX2982.Superseded values are not recommended for survey control.
 BX2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2982.See file dsdata.txt to determine how the superseded data were derived.
 BX2982
 BX2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ1998039162(NAD 83)
 BX2982_MARKER: 45 = MICROWAVE TOWER
 BX2982
 BX2982  HISTORY     - Date     Condition        Report By
 BX2982  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2982
 BX2982                          STATION DESCRIPTION
 BX2982
 BX2982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2982'THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICROWAVE TOWER KGP
 BX2982'72 IS LOCATED ABOUT 15 MILES NORTHEAST OF JASPER, 14 MILES SOUTHEAST
 BX2982'OF PINELAND, 12 MILES NORTHWEST OF BURKEVILLE AND 7 MILES WEST OF
 BX2982'THE MAYFLOWER COMMUNITY.
 BX2982'
 BX2982'IT IS A FOUR-LEGGED STEEL STRUTURE, PAINTED GRAY, WITH LARGER
 BX2982'REFLECTOR FANS AT THE TOP AND HAS AN OVERALL HEIGHT OF ABOUT 160
 BX2982'FEET.
 BX2982'
 BX2982'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2981 ***********************************************************************
 BX2981  DESIGNATION -  MAYFLOWER GULF ST KYB 87 MAST
 BX2981  PID         -  BX2981
 BX2981  STATE/COUNTY-  TX/NEWTON
 BX2981  USGS QUAD   -  WEEKS SETTLEMENT (1984)
 BX2981
 BX2981                         *CURRENT SURVEY CONTROL
 BX2981  ___________________________________________________________________
 BX2981* NAD 83(1993)-  31 05 03.12771(N)    093 50 19.59484(W)     ADJUSTED  
 BX2981* NAVD 88     -                                                        
 BX2981  ___________________________________________________________________
 BX2981  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 BX2981  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BX2981
 BX2981  HORZ ORDER  -  THIRD
 BX2981
 BX2981.The horizontal coordinates were established by classical geodetic methods
 BX2981.and adjusted by the National Geodetic Survey in February 1996..
 BX2981
 BX2981
 BX2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2981
 BX2981.The geoid height was determined by GEOID03.
 BX2981
 BX2981;                    North         East     Units Scale Factor Converg.
 BX2981;SPC TX C     - 3,175,223.963 1,319,287.608   MT  0.99988278   +3 20 42.3
 BX2981;SPC TX C     -10,417,380.62  4,328,362.76   sFT  0.99988278   +3 20 42.3
 BX2981;UTM  15      - 3,439,236.073   419,994.428   MT  0.99967895   -0 25 59.1
 BX2981
 BX2981                          SUPERSEDED SURVEY CONTROL
 BX2981
 BX2981  NAD 83(1986)-  31 05 03.13626(N)    093 50 19.58950(W) AD(       ) 4
 BX2981  NAD 27      -  31 05 02.44122(N)    093 50 18.92880(W) AD(       ) 3
 BX2981
 BX2981.Superseded values are not recommended for survey control.
 BX2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2981.See file dsdata.txt to determine how the superseded data were derived.
 BX2981
 BX2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ1999439236(NAD 83)
 BX2981
 BX2981  HISTORY     - Date     Condition        Report By
 BX2981  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2981
 BX2981                          STATION DESCRIPTION
 BX2981
 BX2981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2981'MAYFLOWER, GULF STATE UTILITIES COMPANY KYB 87 MAST IS LOCATED ABOUT
 BX2981'14-1/2 MILES NORTHEAST OF JASPER, 6 MILES WEST OF STATE HIGHWAY 87
 BX2981'AND SMALL COMMUNITY OF MAYFLOWER.
 BX2981'
 BX2981'THE STATION IS A SLENDER, TRIANGULAR SHAPED, STEEL STRUCTURE, PAINTED
 BX2981'ALTERNATELY RED AND WHITE, HAS A RED LIGHT AT THE TOP, AND IS 236
 BX2981'FEET IN HEIGHT.
 BX2981'
 BX2981'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2980 ***********************************************************************
 BX2980  DESIGNATION -  MAYFLOWER HTT MICROWAVE KLF 32
 BX2980  PID         -  BX2980
 BX2980  STATE/COUNTY-  TX/NEWTON
 BX2980  USGS QUAD   -  WEEKS SETTLEMENT (1984)
 BX2980
 BX2980                         *CURRENT SURVEY CONTROL
 BX2980  ___________________________________________________________________
 BX2980* NAD 83(1993)-  31 05 17.78177(N)    093 50 17.67640(W)     ADJUSTED  
 BX2980* NAVD 88     -                                                        
 BX2980  ___________________________________________________________________
 BX2980  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 BX2980  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BX2980
 BX2980  HORZ ORDER  -  THIRD
 BX2980
 BX2980.The horizontal coordinates were established by classical geodetic methods
 BX2980.and adjusted by the National Geodetic Survey in February 1996..
 BX2980
 BX2980
 BX2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2980
 BX2980.The geoid height was determined by GEOID03.
 BX2980
 BX2980;                    North         East     Units Scale Factor Converg.
 BX2980;SPC TX C     - 3,175,677.416 1,319,312.032   MT  0.99988289   +3 20 43.3
 BX2980;SPC TX C     -10,418,868.32  4,328,442.89   sFT  0.99988289   +3 20 43.3
 BX2980;UTM  15      - 3,439,686.839   420,048.668   MT  0.99967885   -0 25 58.3
 BX2980
 BX2980                          SUPERSEDED SURVEY CONTROL
 BX2980
 BX2980  NAD 83(1986)-  31 05 17.79028(N)    093 50 17.67112(W) AD(       ) 4
 BX2980  NAD 27      -  31 05 17.09602(N)    093 50 17.00982(W) AD(       ) 3
 BX2980
 BX2980.Superseded values are not recommended for survey control.
 BX2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2980.See file dsdata.txt to determine how the superseded data were derived.
 BX2980
 BX2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2004939687(NAD 83)
 BX2980
 BX2980  HISTORY     - Date     Condition        Report By
 BX2980  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2980
 BX2980                          STATION DESCRIPTION
 BX2980
 BX2980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2980'MAYFLOWER, HURRICAN HILL TEXAS TELEPHONE COMPANY MICROWAVE KLF 32
 BX2980'IS LOCATED ABOUT 14-1/2 MILES NORTHEAST OF JASPER, 6 MILES WEST OF
 BX2980'STATE HIGHWAY 87 AND SMALL COMMUNITY OF MAYFLOWER.
 BX2980'
 BX2980'STATION IS A SLENDER, TRIANGULAR SHAPED, STEEL STRUCTURE, PAINTED
 BX2980'ALTERNATELY RED AND WHITE, WITH A RED LIGHT AND A RECTANGULAR FAN
 BX2980'AT THE TOP.  IT IS 150 FEET HIGH.
 BX2980'
 BX2980'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2979 ***********************************************************************
 BX2979  DESIGNATION -  MAYFLOWER LOT
 BX2979  PID         -  BX2979
 BX2979  STATE/COUNTY-  TX/NEWTON
 BX2979  USGS QUAD   -  WEEKS SETTLEMENT (1984)
 BX2979
 BX2979                         *CURRENT SURVEY CONTROL
 BX2979  ___________________________________________________________________
 BX2979* NAD 83(1993)-  31 06 04.09684(N)    093 45 33.44792(W)     ADJUSTED  
 BX2979* NAVD 88     -                                                        
 BX2979  ___________________________________________________________________
 BX2979  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 BX2979  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BX2979
 BX2979  HORZ ORDER  -  THIRD
 BX2979
 BX2979.The horizontal coordinates were established by classical geodetic methods
 BX2979.and adjusted by the National Geodetic Survey in February 1996..
 BX2979
 BX2979
 BX2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2979
 BX2979.The geoid height was determined by GEOID03.
 BX2979
 BX2979;                    North         East     Units Scale Factor Converg.
 BX2979;SPC TX C     - 3,177,543.368 1,326,747.252   MT  0.99988325   +3 23 09.7
 BX2979;SPC TX C     -10,424,990.20  4,352,836.61   sFT  0.99988325   +3 23 09.7
 BX2979;UTM  15      - 3,441,058.503   427,589.091   MT  0.99966467   -0 23 32.0
 BX2979
 BX2979                          SUPERSEDED SURVEY CONTROL
 BX2979
 BX2979  NAD 83(1986)-  31 06 04.10446(N)    093 45 33.44376(W) AD(       ) 4
 BX2979  NAD 27      -  31 06 03.41601(N)    093 45 32.78942(W) AD(       ) 3
 BX2979
 BX2979.Superseded values are not recommended for survey control.
 BX2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2979.See file dsdata.txt to determine how the superseded data were derived.
 BX2979
 BX2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2758941059(NAD 83)
 BX2979_MARKER: 57 = LOOKOUT TOWER
 BX2979
 BX2979  HISTORY     - Date     Condition        Report By
 BX2979  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2979
 BX2979                          STATION DESCRIPTION
 BX2979
 BX2979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2979'THE MAYFLOWER LOOKOUT TOWER, WHICH IS UNDER THE MANAGEMENT OF THE
 BX2979'TEXAS FOREST SERVICE, IS LOCATED ABOUT 19 MILES NORTHEAST OF
 BX2979'JASPER, 9 MILES NORTHWEST OF BURKEVILLE AND 2 MILES WEST-NORTHWEST
 BX2979'OF THE COMMUNITY OF MAYFLOWER AT THE SITE OF TRIANGULATION STATION
 BX2979'MAYFLOWER.
 BX2979'
 BX2979'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, HAS A CABIN ON
 BX2979'TOP AND AN OVERALL HEIGHT OF 100 FEET.
 BX2979'
 BX2979'POINT INTERSECTED WAS THE TOP CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0446 ***********************************************************************
 BO0446  DESIGNATION -  MAYNARD
 BO0446  PID         -  BO0446
 BO0446  STATE/COUNTY-  TX/KIMBLE
 BO0446  USGS QUAD   -  HILL RANCH (1962)
 BO0446
 BO0446                         *CURRENT SURVEY CONTROL
 BO0446  ___________________________________________________________________
 BO0446* NAD 83(1993)-  30 19 44.96069(N)    100 02 29.30999(W)     ADJUSTED  
 BO0446* NAVD 88     -       710.05   (+/-2cm)    2329.6    (feet)  VERTCON   
 BO0446  ___________________________________________________________________
 BO0446  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BO0446  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 BO0446
 BO0446  HORZ ORDER  -  SECOND
 BO0446  VERT ORDER  -  THIRD ? (See Below)
 BO0446
 BO0446.The horizontal coordinates were established by classical geodetic methods
 BO0446.and adjusted by the National Geodetic Survey in February 1996..
 BO0446
 BO0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0446.The vertical order pertains to the NGVD 29 superseded value.
 BO0446
 BO0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0446
 BO0446.The geoid height was determined by GEOID03.
 BO0446
 BO0446;                    North         East     Units Scale Factor Converg.
 BO0446;SPC TX C     - 3,073,478.217   728,065.495   MT  0.99995007   +0 09 01.2
 BO0446;SPC TX C     -10,083,569.78  2,388,661.54   sFT  0.99995007   +0 09 01.2
 BO0446;SPC TXSC     - 4,277,062.489   499,845.196   MT  1.00001356   -0 30 36.8
 BO0446;SPC TXSC     -14,032,329.18  1,639,908.78   sFT  1.00001356   -0 30 36.8
 BO0446;UTM  14      - 3,355,718.905   399,882.569   MT  0.99972366   -0 31 33.4
 BO0446
 BO0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0446!SPC TX C     -   0.99989196  x   0.99995007  =   0.99984203
 BO0446!SPC TXSC     -   0.99989196  x   1.00001356  =   0.99990552
 BO0446!UTM  14      -   0.99989196  x   0.99972366  =   0.99961565
 BO0446
 BO0446:                Primary Azimuth Mark                     Grid Az
 BO0446:SPC TX C     -  MAYNARD AZ MK                            176 06 44.5
 BO0446:SPC TXSC     -  MAYNARD AZ MK                            176 46 22.5
 BO0446:UTM  14      -  MAYNARD AZ MK                            176 47 19.1
 BO0446
 BO0446|---------------------------------------------------------------------|
 BO0446| PID    Reference Object                     Distance      Geod. Az  |
 BO0446|                                                           dddmmss.s |
 BO0446| CV4749 MAYNARD AZ MK                                      1761545.7 |
 BO0446| CV4751 MAYNARD RM 2                         40.906 METERS 27107     |
 BO0446| CV4750 MAYNARD RM 1                         30.450 METERS 35958     |
 BO0446|---------------------------------------------------------------------|
 BO0446
 BO0446                          SUPERSEDED SURVEY CONTROL
 BO0446
 BO0446  NAD 83(1986)-  30 19 44.96542(N)    100 02 29.29709(W) AD(       ) 2
 BO0446  NAD 27      -  30 19 44.28200(N)    100 02 28.02600(W) AD(       ) 2
 BO0446  NGVD 29 (07/19/86)  709.98   (m)         2329.3    (f) LEVELING    3  
 BO0446
 BO0446.Superseded values are not recommended for survey control.
 BO0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0446.See file dsdata.txt to determine how the superseded data were derived.
 BO0446
 BO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU9988355719(NAD 83)
 BO0446_MARKER: DS = TRIANGULATION STATION DISK
 BO0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0446+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2003
 BO0446
 BO0446  HISTORY     - Date     Condition        Report By
 BO0446  HISTORY     - 1944     MONUMENTED       CGS
 BO0446  HISTORY     - 1958     GOOD             CGS
 BO0446  HISTORY     - 20031102 GOOD             NGS
 BO0446
 BO0446                          STATION DESCRIPTION
 BO0446
 BO0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0446'STATION IS LOCATED ABOUT 11 MILES, AIR LINE, S OF ROOSEVELT,
 BO0446'7.5 MILES, AIR LINE, W OF TELEGRAPH, ON A HIGH RIDGE BETWEEN
 BO0446'MAYNARD CREEK ON THE W AND SOUTH LLANO RIVER ON THE E, ON LAND
 BO0446'OWNED BY MR. G.E. HILL, AND 0.7 MILE N OF THE HILL RANCH.  IT
 BO0446'IS 67 FEET E OF A FENCE CORNER, 48 FEET E OF THE CENTER LINE OF
 BO0446'THE ROAD, AND 12 FEET N OF A 4- BY 4-INCH WOODEN MARKER POST.
 BO0446'
 BO0446'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BO0446'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT
 BO0446'IS STAMPED MAYNARD 1944.  UNDERGROUND MARK IS 26 IN. DOWN.
 BO0446'
 BO0446'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN ROCK OUTCROP
 BO0446'FLUSH WITH THE GROUND.  IT IS STAMPED MAYNARD NO 1 1944.
 BO0446'
 BO0446'REFERENCE MARK 2 IS ABOUT 2.5 FEET N OF FENCELINE.  IT IS A
 BO0446'BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE POST THAT
 BO0446'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS STAMPED MAYNARD
 BO0446'NO 2 1944.
 BO0446'
 BO0446'AZIMUTH MARK IS 33 FEET E OF THE CENTER LINE OF THE ROAD AND
 BO0446'3 FEET NW OF A STONE CAIRN.  IT IS A BRONZE AZIMUTH DISK SET IN
 BO0446'ROCK OUTCROP PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT
 BO0446'IS STAMPED MAYNARD 1944.
 BO0446'
 BO0446'TO REACH STATION FROM THE POST OFFICE AT TELEGRAPH, GO S ON
 BO0446'STATE HIGHWAY 29 FOR 0.7 MILE TO A SIDE ROAD RIGHT NEAR TOP OF
 BO0446'DIVIDE.  CONTINUE RIGHT, STRAIGHT AHEAD, ON GRADED DIRT ROAD FOR
 BO0446'9.6 MILES TO THE G.E. HILL RANCH HOUSE.  PASS TO RIGHT OF HOUSE,
 BO0446'THROUGH BOARD GATE, AND CONTINUE NW FOR 0.7 MILE TO END OF
 BO0446'GRADED ROAD AT FENCE CORNER ON LEFT AND STATION ON RIGHT.
 BO0446'
 BO0446'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BO0446
 BO0446                          STATION RECOVERY (1958)
 BO0446
 BO0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HS)
 BO0446'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BO0446'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 BO0446'STATION SITE ARE CORRECT.
 BO0446
 BO0446                          STATION RECOVERY (2003)
 BO0446
 BO0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (LBK)
 BO0446'FOUND ON DEER LEASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1987 ***********************************************************************
 BL1987  PACS        -  This is a Primary Airport Control Station.
 BL1987  DESIGNATION -  MAYPORT
 BL1987  PID         -  BL1987
 BL1987  STATE/COUNTY-  TX/HARRIS
 BL1987  USGS QUAD   -  ROSE HILL (1980)
 BL1987
 BL1987                         *CURRENT SURVEY CONTROL
 BL1987  ___________________________________________________________________
 BL1987* NAD 83(1993)-  30 02 32.22322(N)    095 40 02.82963(W)     ADJUSTED  
 BL1987* NAVD 88     -        50.011  (meters)     164.08   (feet)  ADJUSTED  
 BL1987  ___________________________________________________________________
 BL1987  X           -    -545,710.453 (meters)                     COMP
 BL1987  Y           -  -5,498,919.156 (meters)                     COMP
 BL1987  Z           -   3,174,443.417 (meters)                     COMP
 BL1987  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BL1987  ELLIP HEIGHT-          22.38  (meters)          (10/24/00) GPS OBS
 BL1987  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1987  DYNAMIC HT  -          49.943 (meters)     163.85  (feet)  COMP
 BL1987  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 BL1987
 BL1987  HORZ ORDER  -  B
 BL1987  VERT ORDER  -  FIRST     CLASS II
 BL1987  ELLP ORDER  -  FOURTH    CLASS II
 BL1987
 BL1987.This mark is at May (2XS3) Airport (2XS3)
 BL1987
 BL1987.The horizontal coordinates were established by GPS observations
 BL1987.and adjusted by the National Geodetic Survey in February 1996..
 BL1987
 BL1987.The orthometric height was determined by differential leveling
 BL1987.and adjusted by the National Geodetic Survey in June 1991..
 BL1987
 BL1987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1987
 BL1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1987
 BL1987.The ellipsoidal height was determined by GPS observations
 BL1987.and is referenced to NAD 83.
 BL1987
 BL1987.The geoid height was determined by GEOID03.
 BL1987
 BL1987.The dynamic height is computed by dividing the NAVD 88
 BL1987.geopotential number by the normal gravity value computed on the
 BL1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1987.degrees latitude (g = 980.6199 gals.).
 BL1987
 BL1987.The modeled gravity was interpolated from observed gravity values.
 BL1987
 BL1987;                    North         East     Units Scale Factor Converg.
 BL1987;SPC TXSC     - 4,249,394.765   921,345.676   MT  0.99993926   +1 37 57.6
 BL1987;SPC TXSC     -13,941,555.99  3,022,781.61   sFT  0.99993926   +1 37 57.6
 BL1987;UTM  15      - 3,326,469.620   242,792.824   MT  1.00041628   -1 20 10.2
 BL1987
 BL1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1987!SPC TXSC     -   0.99999649  x   0.99993926  =   0.99993575
 BL1987!UTM  15      -   0.99999649  x   1.00041628  =   1.00041276
 BL1987
 BL1987|---------------------------------------------------------------------|
 BL1987| PID    Reference Object                     Distance      Geod. Az  |
 BL1987|                                                           dddmmss.s |
 BL1987| BL1988 MAYPORT AZ MK                       368.189 METERS 00116     |
 BL1987| AB9327 2XS3 A                              303.210 METERS 17822     |
 BL1987|---------------------------------------------------------------------|
 BL1987
 BL1987                          SUPERSEDED SURVEY CONTROL
 BL1987
 BL1987  ELLIP H (02/20/96)   22.53   (m)                       GP(       ) 3 2
 BL1987  NAD 83(1993)-  30 02 32.22466(N)    095 40 02.83446(W) AD(       ) 3
 BL1987  ELLIP H (02/16/96)   22.53   (m)                       GP(       ) 5 1
 BL1987  ELLIP H (01/21/93)   22.50   (m)                       GP(       ) 4 2
 BL1987  NAD 83(1986)-  30 02 32.23809(N)    095 40 02.81432(W) AD(       ) 3
 BL1987  NAD 83(1986)-  30 02 32.23694(N)    095 40 02.81348(W) AD(       ) 3
 BL1987  NAVD 88 (02/20/96)   50.01   (m)          164.1    (f) LEVELING    3  
 BL1987  NGVD 29 (12/23/87)   50.005  (m)          164.06   (f) ADJUSTED    1 2
 BL1987
 BL1987.Superseded values are not recommended for survey control.
 BL1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1987.See file dsdata.txt to determine how the superseded data were derived.
 BL1987
 BL1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4279326470(NAD 83)
 BL1987_MARKER: I = METAL ROD
 BL1987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL1987_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL1987_STAMPING: MAYPORT 1987
 BL1987_MARK LOGO: NGS   
 BL1987_PROJECTION: FLUSH
 BL1987_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL1987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL1987+STABILITY: POSITION/ELEVATION WELL
 BL1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1987+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1994
 BL1987_ROD/PIPE-DEPTH: 24.4 meters
 BL1987_SLEEVE-DEPTH  : 1.5 meters
 BL1987
 BL1987  HISTORY     - Date     Condition        Report By
 BL1987  HISTORY     - 1987     MONUMENTED       NGS
 BL1987  HISTORY     - 1987     GOOD             NGS
 BL1987  HISTORY     - 19931106 GOOD             USPSQD
 BL1987  HISTORY     - 19941205 GOOD             NGS
 BL1987  HISTORY     - 20030623 MARK NOT FOUND   INDIV
 BL1987  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1987
 BL1987                          STATION DESCRIPTION
 BL1987
 BL1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL1987'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI)
 BL1987'NORTHWEST OF HOUSTON, 8.0 KM (5.0 MI) NORTH-NORTHEAST OF CYPRESS,
 BL1987'6.4 KM (4.0 MI) SOUTHWEST OF TOMBALL AND AT THE MAY AIRPORT AT THE
 BL1987'NORTHEAST CORNER OF A FENCE AROUND PROPERTY OWNERS HOUSE.
 BL1987'OWNERSHIP--WILL R MAY, 16434 KITZMANN ROAD, CYPRESS TX 77429, PHONE
 BL1987'713-351-9151.
 BL1987'
 BL1987'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 149 AND FARM
 BL1987'ROAD 2920 ON THE WEST SIDE OF TOMBALL, GO WEST AND SOUTHWEST ON
 BL1987'FARM ROAD 2920 (WALLER-TOMBALL ROAD) FOR 3.4 KM (2.1 MI) TO TELGE
 BL1987'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 4.8 KM (3.0 MI) TO
 BL1987'KITZMANN ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.8 KM (0.5
 BL1987'MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO NORTH
 BL1987'FOR 0.5 KM (0.3 MI) TO THE OWNERS HOUSE ON THE RIGHT.  CONTINUE
 BL1987'AHEAD FOR 0.1 KM (0.05 MI) TO AN ENTRANCE ON THE RIGHT.  TURN RIGHT
 BL1987'AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) TO THE NORTHEAST CORNER OF A
 BL1987'CHAINLINK FENCE AROUND YARD AND THE STATION.
 BL1987'
 BL1987'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL1987'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 BL1987'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BL1987'LOGO CAP STAMPED---MAYPORT 1987---, THE ROD IS RECESSED 8 CM BELOW
 BL1987'THE GROUND SURFACE.  LOCATED 23.2 METERS (76.1 FT) WEST OF THE
 BL1987'RUNWAY CENTER, 19.7 METERS (64.6 FT) SOUTHWEST OF THE SOUTH END OF
 BL1987'A 0.2 METER (0.7 FT) CONCRETE PIPE CULVERT AND 3.0 METERS (9.8 FT)
 BL1987'EAST OF THE NORTHEAST CORNER OF THE CHAINLINK FENCE.
 BL1987'
 BL1987'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 BL1987'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 BL1987'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 BL1987'WITH A LOGO CAP STAMPED---MAYPORT AZ MK 1987---, THE ROD IS
 BL1987'RECESSED 8 CM BELOW THE GROUND SURFACE.  LOCATED IN LINE WITH THE
 BL1987'NORTH EDGE OF THE NORTH POLE HANGAR BUILDING.  IT IS 24.5 METERS
 BL1987'(80.3 FT) EAST OF THE NORTHEAST CORNER OF THE POLE BUILDING, 11.2
 BL1987'METERS (36.7 FT) WEST OF THE RUNWAY CENTER AND 6.1 METERS (20.0 FT)
 BL1987'SOUTH-SOUTHEAST OF THE NORTH END OF A CONCRETE PIPE CULVERT.
 BL1987'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE WEST
 BL1987'SIDE OF THE RUNWAY FOR 0.4 KM (0.25 MI) TO THE MARK.
 BL1987'
 BL1987'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 BL1987'
 BL1987'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL1987'
 BL1987'DESCRIBED BY B.L. LAMBERT.
 BL1987
 BL1987                          STATION RECOVERY (1987)
 BL1987
 BL1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1987'11.5 KM (7.15 MI) SW FROM TOMBALL.
 BL1987'5.5 KM (3.4 MI) WESTERLY ALONG FARM ROAD 2920 FROM ITS JUNCTION WITH
 BL1987'THE BURLINGTON NORTHERN RAILROAD IN TOMBALL, THENCE 4.7 KM (2.9 MI)
 BL1987'SOUTHERLY ALONG TELGE ROAD, THENCE 0.8 KM (0.5 MI) WEST ALONG KITZMANN
 BL1987'ROAD, THENCE 0.5 KM (0.3 MI) NORTH ALONG THE MAY AIRPORT ENTRANCE
 BL1987'ROAD, 46.8 M (153.5 FT) EAST OF THE CENTER OF THE ENTRANCE ROAD, 23.2
 BL1987'M (76.1 FT) WEST OF THE CENTER OF THE RUNWAY, 19.7 M (64.6 FT)
 BL1987'SOUTHWEST OF THE SOUTH END OF A METAL PIPE CULVERT, 9.9 M (32.5 FT)
 BL1987'WEST-SOUTHWEST OF A RUNWAY LIGHT, AND 3.0 M (9.8 FT) EAST OF THE
 BL1987'NORTHEAST CORNER OF A FENCE AROUND A BROWN HOUSE.  NOTE--THE ACTUAL
 BL1987'SLEEVE DEPTH IS 0.9 METER.  ACCESS TO DATUM POINT IS HAD THROUGH A
 BL1987'5-INCH LOGO CAP.
 BL1987'THE MARK IS 0.3 M BELOW THE RUNWAY.
 BL1987
 BL1987                          STATION RECOVERY (1993)
 BL1987
 BL1987'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1987'RECOVERED IN GOOD CONDITION.
 BL1987
 BL1987                          STATION RECOVERY (1994)
 BL1987
 BL1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 BL1987'RECOVERED AS DESCRIBED.  9.8 FT (3.0 M) EAST OF A CARSONITE WITNESS
 BL1987'POST.  THIS IS A PAC STATION.
 BL1987
 BL1987                          STATION RECOVERY (2003)
 BL1987
 BL1987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 BL1987'NOT RECOVERED, NOT FOUND
 BL1987'LANDOWNER SAID THAT HE DESTROYED THIS MARK.
 BL1987
 BL1987                          STATION RECOVERY (2005)
 BL1987
 BL1987'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1988 ***********************************************************************
 BL1988  SACS        -  This is a Secondary Airport Control Station.
 BL1988  DESIGNATION -  MAYPORT AZ MK
 BL1988  PID         -  BL1988
 BL1988  STATE/COUNTY-  TX/HARRIS
 BL1988  USGS QUAD   -  ROSE HILL (1980)
 BL1988
 BL1988                         *CURRENT SURVEY CONTROL
 BL1988  ___________________________________________________________________
 BL1988* NAD 83(1993)-  30 02 44.17735(N)    095 40 02.52433(W)     ADJUSTED  
 BL1988* NAVD 88     -        49.157  (meters)     161.28   (feet)  ADJUSTED  
 BL1988  ___________________________________________________________________
 BL1988  X           -    -545,684.041 (meters)                     COMP
 BL1988  Y           -  -5,498,735.839 (meters)                     COMP
 BL1988  Z           -   3,174,761.634 (meters)                     COMP
 BL1988  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL1988  ELLIP HEIGHT-          21.53  (meters)          (01/22/01) GPS OBS
 BL1988  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1988  DYNAMIC HT  -          49.090 (meters)     161.06  (feet)  COMP
 BL1988  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 BL1988
 BL1988  HORZ ORDER  -  FIRST
 BL1988  VERT ORDER  -  FIRST     CLASS II
 BL1988  ELLP ORDER  -  FOURTH    CLASS I
 BL1988
 BL1988.This mark is at May (2XS3) Airport (2XS3)
 BL1988
 BL1988.The horizontal coordinates were established by GPS observations
 BL1988.and adjusted by the National Geodetic Survey in December 1996..
 BL1988
 BL1988.The orthometric height was determined by differential leveling
 BL1988.and adjusted by the National Geodetic Survey in June 1991..
 BL1988
 BL1988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1988
 BL1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1988
 BL1988.The ellipsoidal height was determined by GPS observations
 BL1988.and is referenced to NAD 83.
 BL1988
 BL1988.The geoid height was determined by GEOID03.
 BL1988
 BL1988.The dynamic height is computed by dividing the NAVD 88
 BL1988.geopotential number by the normal gravity value computed on the
 BL1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1988.degrees latitude (g = 980.6199 gals.).
 BL1988
 BL1988.The modeled gravity was interpolated from observed gravity values.
 BL1988
 BL1988;                    North         East     Units Scale Factor Converg.
 BL1988;SPC TXSC     - 4,249,762.924   921,343.364   MT  0.99993997   +1 37 57.7
 BL1988;SPC TXSC     -13,942,763.86  3,022,774.02   sFT  0.99993997   +1 37 57.7
 BL1988;UTM  15      - 3,326,837.580   242,809.591   MT  1.00041617   -1 20 10.5
 BL1988
 BL1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1988!SPC TXSC     -   0.99999662  x   0.99993997  =   0.99993659
 BL1988!UTM  15      -   0.99999662  x   1.00041617  =   1.00041279
 BL1988
 BL1988|---------------------------------------------------------------------|
 BL1988| PID    Reference Object                     Distance      Geod. Az  |
 BL1988|                                                           dddmmss.s |
 BL1988| BL1987 MAYPORT                             368.189 METERS 18116     |
 BL1988|---------------------------------------------------------------------|
 BL1988
 BL1988                          SUPERSEDED SURVEY CONTROL
 BL1988
 BL1988  ELLIP H (12/17/96)   21.68   (m)                       GP(       ) 4 1
 BL1988  NAD 83(1993)-  30 02 44.17588(N)    095 40 02.52291(W) AD(       ) 3
 BL1988  ELLIP H (02/16/96)   21.65   (m)                       GP(       ) 5 1
 BL1988  ELLIP H (01/21/93)   21.65   (m)                       GP(       ) 4 2
 BL1988  NAD 83(1986)-  30 02 44.18931(N)    095 40 02.50276(W) AD(       ) 3
 BL1988  NAD 83(1986)-  30 02 44.19094(N)    095 40 02.50473(W) AD(       ) 3
 BL1988  NAVD 88 (12/17/96)   49.16   (m)          161.3    (f) LEVELING    3  
 BL1988  NGVD 29 (12/23/87)   49.150  (m)          161.25   (f) ADJUSTED    1 2
 BL1988
 BL1988.Superseded values are not recommended for survey control.
 BL1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1988.See file dsdata.txt to determine how the superseded data were derived.
 BL1988
 BL1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4281026838(NAD 83)
 BL1988_MARKER: I = METAL ROD
 BL1988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL1988_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL1988_STAMPING: MAYPORT AZ MK 1987
 BL1988_MARK LOGO: NGS   
 BL1988_PROJECTION: FLUSH
 BL1988_MAGNETIC: I = MARKER IS A STEEL ROD
 BL1988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1988+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1988_ROD/PIPE-DEPTH: 17.1 meters
 BL1988_SLEEVE-DEPTH  : 1.5 meters
 BL1988
 BL1988  HISTORY     - Date     Condition        Report By
 BL1988  HISTORY     - 1987     MONUMENTED       NGS
 BL1988  HISTORY     - 1987     GOOD             NGS
 BL1988  HISTORY     - 19931106 GOOD             USPSQD
 BL1988  HISTORY     - 20050108 GOOD             USPSQD
 BL1988
 BL1988                          STATION DESCRIPTION
 BL1988
 BL1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL1988'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI)
 BL1988'NORTHWEST OF HOUSTON, 8.0 KM (5.0 MI) NORTH-NORTHEAST OF CYPRESS,
 BL1988'6.4 KM (4.0 MI) SOUTHWEST OF TOMBALL AND AT THE MAY AIRPORT AT THE
 BL1988'NORTHEAST CORNER OF FENCE AROUND PROPERTY OWNERS HOUSE.
 BL1988'OWNERSHIP--WILL R MAY, 16434 KITZMANN ROAD, CYPRESS TX 77429, PHONE
 BL1988'713-351-9151.
 BL1988'
 BL1988'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 149 AND FARM
 BL1988'ROAD 2920 ON THE WEST SIDE OF TOMBALL, GO WEST AND SOUTHWEST ON
 BL1988'FARM ROAD 2920 (WALLER-TOMBALL ROAD) FOR 3.4 KM (2.1 MI) TO TELGE
 BL1988'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 4.8 KM (3.0 MI) TO
 BL1988'KITZMANN ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.8 KM (0.5
 BL1988'MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO NORTH
 BL1988'FOR 0.5 KM (0.3 MI) TO THE OWNERS HOUSE ON THE RIGHT.  CONTINUE
 BL1988'AHEAD FOR 0.1 KM (0.05 MI) TO AN ENTRANCE ON THE RIGHT.  TURN RIGHT
 BL1988'AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) TO STATION MAYPORT.  TURN
 BL1988'LEFT AND GO NORTH ALONG THE WEST SIDE OF THE RUNWAY FOR 0.4 KM
 BL1988'(0.25 MI) TO THE MARK IN LINE WITH THE NORTH EDGE OF THE POLE
 BL1988'HANGAR BUILDING.
 BL1988'
 BL1988'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL1988'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 BL1988'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BL1988'LOGO CAP STAMPED---MAYPORT AZ MK 1987---, THE ROD IS RECESSED 8 CM
 BL1988'BELOW THE GROUND SURFACE.  LOCATED 24.5 METERS (80.3 FT) EAST OF
 BL1988'THE NORTHEAST CORNER OF THE POLE BUILDING, 11.2 METERS (36.7 FT)
 BL1988'WEST OF THE RUNWAY CENTER AND 6.1 METERS (20.0 FT) SOUTH-SOUTHEAST
 BL1988'OF THE NORTH END OF A CONCRETE PIPE CULVERT.
 BL1988'
 BL1988'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 BL1988'
 BL1988'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL1988'
 BL1988'DESCRIBED BY B.L. LAMBERT.
 BL1988
 BL1988                          STATION RECOVERY (1987)
 BL1988
 BL1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1988'11.9 KM (7.4 MI) SW FROM TOMBALL.
 BL1988'5.5 KM (3.4 MI) WESTERLY ALONG FARM ROAD 2920 FROM ITS JUNCTION WITH
 BL1988'THE BURLINGTON NORTHERN RAILROAD IN TOMBALL, THENCE 4.7 KM (2.9 MI)
 BL1988'SOUTHERLY ALONG TELGE ROAD, THENCE 0.8 KM (0.5 MI) WEST ALONG KITZMANN
 BL1988'ROAD, THENCE 0.9 KM (0.55 MI) NORTH ALONG THE MAY AIRPORT ENTRANCE
 BL1988'ROAD, 63.1 M (207.0 FT) NORTH OF A RUNWAY LIGHT, 42.7 M (140.1 FT)
 BL1988'EAST OF THE CENTER OF THE ROAD, 24.5 M (80.4 FT) EAST OF THE NORTHEAST
 BL1988'CORNER OF THE MOST NORTHERLY HANGAR, 11.2 M (36.7 FT) WEST OF THE
 BL1988'CENTER OF THE RUNWAY, 9.1 M (29.9 FT) SOUTH OF THE CENTER OF A RUNWAY
 BL1988'ENTRANCE RAMP, AND 6.1 M (20.0 FT) SOUTH-SOUTHEAST OF THE SOUTH END A
 BL1988'METAL PIPE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 BL1988'5-INCH LOGO CAP. THE ACTUAL SLEEVE DEPTH IS 0.9 METER.
 BL1988'THE MARK IS 0.3 M BELOW THE RUNWAY.
 BL1988
 BL1988                          STATION RECOVERY (1993)
 BL1988
 BL1988'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1988'RECOVERED IN GOOD CONDITION.
 BL1988
 BL1988                          STATION RECOVERY (2005)
 BL1988
 BL1988'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 BL1988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1149 ***********************************************************************
 CT1149  DESIGNATION -  MC ALISTER TRUCK CO RAD MAST
 CT1149  PID         -  CT1149
 CT1149  STATE/COUNTY-  TX/TAYLOR
 CT1149  USGS QUAD   -  VIEW (1984)
 CT1149
 CT1149                         *CURRENT SURVEY CONTROL
 CT1149  ___________________________________________________________________
 CT1149* NAD 83(1993)-  32 19 03.73602(N)    099 59 29.15550(W)     ADJUSTED  
 CT1149* NAVD 88     -                                                        
 CT1149  ___________________________________________________________________
 CT1149  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CT1149  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CT1149
 CT1149  HORZ ORDER  -  THIRD
 CT1149
 CT1149.The horizontal coordinates were established by classical geodetic methods
 CT1149.and adjusted by the National Geodetic Survey in February 1996..
 CT1149
 CT1149
 CT1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1149
 CT1149.The geoid height was determined by GEOID03.
 CT1149
 CT1149;                    North         East     Units Scale Factor Converg.
 CT1149;SPC TXNC     - 2,073,191.690   459,569.187   MT  0.99995404   -0 48 48.3
 CT1149;SPC TXNC     - 6,801,796.40  1,507,769.91   sFT  0.99995404   -0 48 48.3
 CT1149;UTM  14      - 3,576,083.406   406,676.278   MT  0.99970740   -0 31 48.3
 CT1149
 CT1149                          SUPERSEDED SURVEY CONTROL
 CT1149
 CT1149  NAD 83(1986)-  32 19 03.74322(N)    099 59 29.14307(W) AD(       ) 4
 CT1149  NAD 27      -  32 19 03.27700(N)    099 59 27.81300(W) AD(       ) 3
 CT1149
 CT1149.Superseded values are not recommended for survey control.
 CT1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1149.See file dsdata.txt to determine how the superseded data were derived.
 CT1149
 CT1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0667676083(NAD 83)
 CT1149_MARKER: 42 = RADIO/TV MAST
 CT1149
 CT1149  HISTORY     - Date     Condition        Report By
 CT1149  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1149
 CT1149                          STATION DESCRIPTION
 CT1149
 CT1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1149'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CT1149'7 MILES WEST OF VIEW ON THE TOP OF A HIGH MESA.
 CT1149'
 CT1149'THE MAST IS RED AND WHITE STEEL STRUCTURE, GUYED, WITH A
 CT1149'RED LIGHT AND A CROSS ANTENNA AT THE TOP OF THE MAST.  THE
 CT1149'MAST HAS AN OVERALL HEIGHT OF 400 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1494 ***********************************************************************
 AE1494  DESIGNATION -  MC ALLEN HIDALGO WTR PLT STK
 AE1494  PID         -  AE1494
 AE1494  STATE/COUNTY-  TX/HIDALGO
 AE1494  USGS QUAD   -  PHARR (1983)
 AE1494
 AE1494                         *CURRENT SURVEY CONTROL
 AE1494  ___________________________________________________________________
 AE1494* NAD 83(1993)-  26 10 09.71585(N)    098 13 35.03561(W)     ADJUSTED  
 AE1494* NAVD 88     -                                                        
 AE1494  ___________________________________________________________________
 AE1494  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AE1494  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AE1494
 AE1494  HORZ ORDER  -  THIRD
 AE1494
 AE1494.The horizontal coordinates were established by classical geodetic methods
 AE1494.and adjusted by the National Geodetic Survey in February 1996..
 AE1494
 AE1494
 AE1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1494
 AE1494.The geoid height was determined by GEOID03.
 AE1494
 AE1494;                    North         East     Units Scale Factor Converg.
 AE1494;SPC TX S     - 5,055,726.200   327,352.891   MT  0.99999932   +0 07 27.2
 AE1494;SPC TX S     -16,586,995.04  1,073,990.28   sFT  0.99999932   +0 07 27.2
 AE1494;UTM  14      - 2,894,670.407   577,310.299   MT  0.99967379   +0 20 28.3
 AE1494
 AE1494                          SUPERSEDED SURVEY CONTROL
 AE1494
 AE1494  NAD 83(1986)-  26 10 09.72176(N)    098 13 34.99999(W) AD(       ) 4
 AE1494  NAD 27      -  26 10 08.45216(N)    098 13 33.95257(W) AD(       ) 3
 AE1494
 AE1494.Superseded values are not recommended for survey control.
 AE1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1494.See file dsdata.txt to determine how the superseded data were derived.
 AE1494
 AE1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7731094670(NAD 83)
 AE1494_MARKER: 63 = STACK
 AE1494
 AE1494  HISTORY     - Date     Condition        Report By
 AE1494  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1494  HISTORY     - 1959     GOOD             CGS
 AE1494  HISTORY     - 1964     GOOD             CGS
 AE1494  HISTORY     - 1970     GOOD             NGS
 AE1494  HISTORY     - 1974     GOOD             NGS
 AE1494
 AE1494                          STATION DESCRIPTION
 AE1494
 AE1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1494'POINT OBSERVED UPON IS THE CENTER OF A LARGE CONCRETE STACK
 AE1494'(LARGER OF TWO STACKS) AT HIDALGO COMPANY WATER IMPROVEMENT
 AE1494'PLANT 4.0 MILES SSE OF TOWN.  STACK IS 120 FEET HIGH.
 AE1494'
 AE1494'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC ALLEN
 AE1494'ECC., PALM, ORANGE, SIGLER, HICKLEY AND MISSION.
 AE1494
 AE1494                          STATION RECOVERY (1959)
 AE1494
 AE1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 AE1494'THIS INTERSECTION STATION LISTED AS ABOVE IS DESCRIBED IN
 AE1494'DESCRIPTION OF TRIANGULATION STATIONS AS MC ALLEN PLANT WAS
 AE1494'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING.  THE SMALLER
 AE1494'STACK THAT EXISTED IN 1935 HAS BEEN DEMOLISHED.  THERE IS
 AE1494'NOW ONLY ONE LARGE CONCRETE STACK AT THE PLANT.
 AE1494
 AE1494                          STATION RECOVERY (1964)
 AE1494
 AE1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AE1494'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AE1494
 AE1494                          STATION RECOVERY (1970)
 AE1494
 AE1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 AE1494'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AE1494'
 AE1494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 AE1494'SSE OF MC ALLEN
 AE1494
 AE1494                          STATION RECOVERY (1974)
 AE1494
 AE1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 AE1494'THE STATION WAS RECOVERED AS DESCRIBED.
 AE1494'
 AE1494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AE1494'SOUTHEAST OF MC ALLEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1498 ***********************************************************************
 AE1498  DESIGNATION -  MC ALLEN N MUN TANK
 AE1498  PID         -  AE1498
 AE1498  STATE/COUNTY-  TX/HIDALGO
 AE1498  USGS QUAD   -  PHARR (1983)
 AE1498
 AE1498                         *CURRENT SURVEY CONTROL
 AE1498  ___________________________________________________________________
 AE1498* NAD 83(1993)-  26 12 26.89139(N)    098 14 33.33393(W)     ADJUSTED  
 AE1498* NAVD 88     -                                                        
 AE1498  ___________________________________________________________________
 AE1498  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AE1498  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE1498
 AE1498  HORZ ORDER  -  THIRD
 AE1498
 AE1498.The horizontal coordinates were established by classical geodetic methods
 AE1498.and adjusted by the National Geodetic Survey in February 1996..
 AE1498
 AE1498
 AE1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1498
 AE1498.The geoid height was determined by GEOID03.
 AE1498
 AE1498;                    North         East     Units Scale Factor Converg.
 AE1498;SPC TX S     - 5,059,944.373   325,725.313   MT  0.99998997   +0 07 00.7
 AE1498;SPC TX S     -16,600,834.16  1,068,650.46   sFT  0.99998997   +0 07 00.7
 AE1498;UTM  14      - 2,898,881.019   575,667.264   MT  0.99967069   +0 20 04.2
 AE1498
 AE1498                          SUPERSEDED SURVEY CONTROL
 AE1498
 AE1498  NAD 83(1986)-  26 12 26.89703(N)    098 14 33.29834(W) AD(       ) 4
 AE1498  NAD 27      -  26 12 25.62690(N)    098 14 32.25651(W) AD(       ) 3
 AE1498
 AE1498.Superseded values are not recommended for survey control.
 AE1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1498.See file dsdata.txt to determine how the superseded data were derived.
 AE1498
 AE1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7566798881(NAD 83)
 AE1498_MARKER: 53 = ELEVATED TANK
 AE1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1498+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 AE1498
 AE1498  HISTORY     - Date     Condition        Report By
 AE1498  HISTORY     - 1947     FIRST OBSERVED   CGS
 AE1498  HISTORY     - 1959     GOOD             CGS
 AE1498  HISTORY     - 1964     GOOD             CGS
 AE1498  HISTORY     - 1970     GOOD             NGS
 AE1498  HISTORY     - 20040403 GOOD             USPSQD
 AE1498
 AE1498                          STATION DESCRIPTION
 AE1498
 AE1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AE1498'STATION IS LOCATED IN THE WEST SECTION OF MC ALLEN IN THE
 AE1498'SOUTHEAST ANGLE OF 21ST AND CEDAR STREET AND 2 BLOCKS NORTH
 AE1498'OF U.S. HIGHWAY 83.  IT IS A ROUND SHAPED STEEL WATER TANK
 AE1498'ATOP A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER AND ABOUT
 AE1498'90 FEET HIGH.  THE POINT OBSERVED ON WAS THE BALL AT THE APEX
 AE1498'OF THE ROOF OF TANK.
 AE1498
 AE1498                          STATION RECOVERY (1959)
 AE1498
 AE1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 AE1498'INTERSECTION STATION RECOVERED AS DESCRIBED EXCEPT FOR THE
 AE1498'FOLLOWING CHANGES.  TANK IS ABOUT 125 FEET HIGH SUPPORTED BY
 AE1498'6 ROUND STEEL LEGS, LOCATED SOUTHEAST OF INTERSECTION OF CEDAR
 AE1498'AND 22ND STREETS IN THE WEST CENTRAL SECTION OF MC ALLEN.
 AE1498'TANK WAS ERECTED IN 1946.
 AE1498
 AE1498                          STATION RECOVERY (1964)
 AE1498
 AE1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AE1498'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AE1498
 AE1498                          STATION RECOVERY (1970)
 AE1498
 AE1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 AE1498'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AE1498'
 AE1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MC ALLEN
 AE1498
 AE1498                          STATION RECOVERY (2004)
 AE1498
 AE1498'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 AE1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1512 ***********************************************************************
 AE1512  DESIGNATION -  MC ALLEN S MUN TANK
 AE1512  PID         -  AE1512
 AE1512  STATE/COUNTY-  TX/HIDALGO
 AE1512  USGS QUAD   -  PHARR (1983)
 AE1512
 AE1512                         *CURRENT SURVEY CONTROL
 AE1512  ___________________________________________________________________
 AE1512* NAD 83(1993)-  26 11 50.75880(N)    098 14 34.88835(W)     ADJUSTED  
 AE1512* NAVD 88     -                                                        
 AE1512  ___________________________________________________________________
 AE1512  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AE1512  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE1512
 AE1512  HORZ ORDER  -  THIRD
 AE1512
 AE1512.The horizontal coordinates were established by classical geodetic methods
 AE1512.and adjusted by the National Geodetic Survey in February 1996..
 AE1512
 AE1512
 AE1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1512
 AE1512.The geoid height was determined by GEOID03.
 AE1512
 AE1512;                    North         East     Units Scale Factor Converg.
 AE1512;SPC TX S     - 5,058,832.306   325,684.425   MT  0.99999239   +0 07 00.0
 AE1512;SPC TX S     -16,597,185.66  1,068,516.32   sFT  0.99999239   +0 07 00.0
 AE1512;UTM  14      - 2,897,769.161   575,630.611   MT  0.99967062   +0 20 03.1
 AE1512
 AE1512                          SUPERSEDED SURVEY CONTROL
 AE1512
 AE1512  NAD 83(1986)-  26 11 50.76449(N)    098 14 34.85288(W) AD(       ) 4
 AE1512  NAD 27      -  26 11 49.50141(N)    098 14 33.80043(W) AD(       ) 3
 AE1512
 AE1512.Superseded values are not recommended for survey control.
 AE1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1512.See file dsdata.txt to determine how the superseded data were derived.
 AE1512
 AE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7563197769(NAD 83)
 AE1512_MARKER: 51 = TANK
 AE1512
 AE1512  HISTORY     - Date     Condition        Report By
 AE1512  HISTORY     - 1974     FIRST OBSERVED   NGS
 AE1512  HISTORY     - 1978     GOOD             NGS
 AE1512  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 AE1512
 AE1512                          STATION DESCRIPTION
 AE1512
 AE1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 AE1512'RECOVERED BUT NO DESCRIPTION AVAILABLE.
 AE1512'
 AE1512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MCALLEN.
 AE1512
 AE1512                          STATION RECOVERY (2004)
 AE1512
 AE1512'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 AE1512'THE WATER TOWER NO LONGER STANDS.  FOOTINGS REMAIN AND THE TRIANGULAR
 AE1512'AREA IN ENCLOSED BY A CHAIN LINK FENCE AT THE T INTERSECTION OF
 AE1512'HOUSTON AND SOUTH 21ST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1489 ***********************************************************************
 AE1489  DESIGNATION -  MC ALLEN SACRED HEART CATH CH
 AE1489  PID         -  AE1489
 AE1489  STATE/COUNTY-  TX/HIDALGO
 AE1489  USGS QUAD   -  PHARR (1983)
 AE1489
 AE1489                         *CURRENT SURVEY CONTROL
 AE1489  ___________________________________________________________________
 AE1489* NAD 83(1993)-  26 12 05.15815(N)    098 14 10.20377(W)     ADJUSTED  
 AE1489* NAVD 88     -                                                        
 AE1489  ___________________________________________________________________
 AE1489  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AE1489  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE1489
 AE1489  HORZ ORDER  -  THIRD
 AE1489
 AE1489.The horizontal coordinates were established by classical geodetic methods
 AE1489.and adjusted by the National Geodetic Survey in February 1996..
 AE1489
 AE1489
 AE1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1489
 AE1489.The geoid height was determined by GEOID03.
 AE1489
 AE1489;                    North         East     Units Scale Factor Converg.
 AE1489;SPC TX S     - 5,059,276.860   326,368.830   MT  0.99999142   +0 07 11.2
 AE1489;SPC TX S     -16,598,644.16  1,070,761.74   sFT  0.99999142   +0 07 11.2
 AE1489;UTM  14      - 2,898,216.166   576,313.105   MT  0.99967190   +0 20 14.2
 AE1489
 AE1489                          SUPERSEDED SURVEY CONTROL
 AE1489
 AE1489  NAD 83(1986)-  26 12 05.16406(N)    098 14 10.16827(W) AD(       ) 4
 AE1489  NAD 27      -  26 12 03.89701(N)    098 14 09.12395(W) AD(       ) 3
 AE1489
 AE1489.Superseded values are not recommended for survey control.
 AE1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1489.See file dsdata.txt to determine how the superseded data were derived.
 AE1489
 AE1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7631398216(NAD 83)
 AE1489_MARKER: 91 = CHURCH CROSS
 AE1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1489+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AE1489
 AE1489  HISTORY     - Date     Condition        Report By
 AE1489  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1489  HISTORY     - 1959     GOOD             CGS
 AE1489  HISTORY     - 1964     GOOD             CGS
 AE1489  HISTORY     - 20040316 GOOD             USPSQD
 AE1489
 AE1489                          STATION DESCRIPTION
 AE1489
 AE1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1489'POINT OBSERVED UPON IS THE TIP OF CROSS ON SACRED HEART CATHOLIC
 AE1489'CHURCH LOCATED IN THE SE PART OF TOWN.  CHURCH IS A YELLOW
 AE1489'BRICK BUILDING.  CROSS IS 60 FEET HIGH.
 AE1489'
 AE1489'OBSERVED UPON FROM TRIANGULATION STATIONS CANAL, MC ALLEN ECC.,
 AE1489'EDIN, PALM, SIGLER, HICKLEY AND MISSION.
 AE1489
 AE1489                          STATION RECOVERY (1959)
 AE1489
 AE1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 AE1489'INTERSECTION STATION RECOVERED AS DESCRIBED EXCEPT FOR THE
 AE1489'FOLLOWING.  CHRUCH IS LOCATED AT THE SOUTHWEST CORNER OF CHICAGO
 AE1489'AND 15TH STREET SOUTH IN THE CENTRAL PART OF MC ALLEN.
 AE1489
 AE1489                          STATION RECOVERY (1964)
 AE1489
 AE1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AE1489'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 AE1489'FOLLOWING ADDITION--THE STATION IS IN THE SW QUADRANT OF THE
 AE1489'INTERSECTION OF 15TH STREET AND CHICAGO STREET.
 AE1489
 AE1489                          STATION RECOVERY (2004)
 AE1489
 AE1489'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1487 ***********************************************************************
 DN1487  DESIGNATION -  MC CALL
 DN1487  PID         -  DN1487
 DN1487  STATE/COUNTY-  TX/MONTAGUE
 DN1487  USGS QUAD   -  FORESTBURG (1978)
 DN1487
 DN1487                         *CURRENT SURVEY CONTROL
 DN1487  ___________________________________________________________________
 DN1487* NAD 83(1993)-  33 37 05.61442(N)    097 30 24.60786(W)     ADJUSTED  
 DN1487* NAVD 88     -       341.1    (meters)    1119.     (feet)  VERTCON   
 DN1487  ___________________________________________________________________
 DN1487  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 DN1487  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DN1487
 DN1487  HORZ ORDER  -  THIRD
 DN1487
 DN1487.The horizontal coordinates were established by classical geodetic methods
 DN1487.and adjusted by the National Geodetic Survey in February 1996..
 DN1487
 DN1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1487
 DN1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1487
 DN1487.The geoid height was determined by GEOID03.
 DN1487
 DN1487;                    North         East     Units Scale Factor Converg.
 DN1487;SPC TXNC     - 2,216,848.247   692,153.102   MT  0.99992139   +0 32 30.0
 DN1487;SPC TXNC     - 7,273,109.62  2,270,838.97   sFT  0.99992139   +0 32 30.0
 DN1487;UTM  14      - 3,720,826.367   638,510.425   MT  0.99983652   +0 49 36.6
 DN1487
 DN1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1487!SPC TXNC     -   0.99995054  x   0.99992139  =   0.99987194
 DN1487!UTM  14      -   0.99995054  x   0.99983652  =   0.99978707
 DN1487
 DN1487                          SUPERSEDED SURVEY CONTROL
 DN1487
 DN1487  NAD 83(1993)-  33 37 05.61706(N)    097 30 24.60426(W) AD(       ) 3
 DN1487  NAD 83(1986)-  33 37 05.61979(N)    097 30 24.59518(W) AD(       ) 3
 DN1487  NGVD 29 (07/26/91)  341.0    (m)         1119.     (f) VERT ANG       
 DN1487
 DN1487.Superseded values are not recommended for survey control.
 DN1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1487.See file dsdata.txt to determine how the superseded data were derived.
 DN1487
 DN1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3851020826(NAD 83)
 DN1487_MARKER: DS = TRIANGULATION STATION DISK
 DN1487_SETTING: 0 = UNSPECIFIED SETTING
 DN1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1487
 DN1487  HISTORY     - Date     Condition        Report By
 DN1487  HISTORY     - 1958     MONUMENTED       USGS
 DN1487
 DN1487                          STATION DESCRIPTION
 DN1487
 DN1487'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1487'STATION IS ABOUT 5.5 MI. S. OF ST. JO, TEXAS, 6.5 MI. N-NE. OF
 DN1487'FORESTBURG, TEXAS, 1.0 MI. E. OF FARM ROAD 677 IN MONTAGUE COUNTY,
 DN1487'TEXAS, ON THE TOP OF AND W. EDGE OF A N-S. RIDGE ON PASTURE LAND
 DN1487'BELONGING TO MR. MCCALL.
 DN1487'
 DN1487'STATION MARK--STANDARD TABLET SET IN A 2 FT. X 3 FT. SANDSTONE ROCK
 DN1487'PROJECTING ABOUT 0.2 FT., STAMPED---MC CALL ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0746 ***********************************************************************
 CC0746  DESIGNATION -  MC CAMEY MUNICIPAL TANK
 CC0746  PID         -  CC0746
 CC0746  STATE/COUNTY-  TX/UPTON
 CC0746  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0746
 CC0746                         *CURRENT SURVEY CONTROL
 CC0746  ___________________________________________________________________
 CC0746* NAD 83(1993)-  31 07 59.21272(N)    102 13 17.45161(W)     ADJUSTED  
 CC0746* NAVD 88     -                                                        
 CC0746  ___________________________________________________________________
 CC0746  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CC0746  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CC0746
 CC0746  HORZ ORDER  -  THIRD
 CC0746
 CC0746.The horizontal coordinates were established by classical geodetic methods
 CC0746.and adjusted by the National Geodetic Survey in February 1996..
 CC0746
 CC0746
 CC0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0746
 CC0746.The geoid height was determined by GEOID03.
 CC0746
 CC0746;                    North         East     Units Scale Factor Converg.
 CC0746;SPC TX C     - 3,164,091.454   519,951.115   MT  0.99988437   -0 58 21.1
 CC0746;SPC TX C     -10,380,856.71  1,705,872.95   sFT  0.99988437   -0 58 21.1
 CC0746;UTM  13      - 3,447,677.406   764,930.585   MT  1.00046585   +1 26 14.6
 CC0746
 CC0746                          SUPERSEDED SURVEY CONTROL
 CC0746
 CC0746  NAD 83(1986)-  31 07 59.22235(N)    102 13 17.44289(W) AD(       ) 4
 CC0746  NAD 27      -  31 07 58.69500(N)    102 13 15.95400(W) AD(       ) 3
 CC0746
 CC0746.Superseded values are not recommended for survey control.
 CC0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0746.See file dsdata.txt to determine how the superseded data were derived.
 CC0746
 CC0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ6493147677(NAD 83)
 CC0746_MARKER: 51 = TANK
 CC0746
 CC0746  HISTORY     - Date     Condition        Report By
 CC0746  HISTORY     - 1943     FIRST OBSERVED   CGS
 CC0746
 CC0746                          STATION DESCRIPTION
 CC0746
 CC0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0746'STATION IS THE CENTER OF THE MC CAMEY MUNICIPAL WATER TANK,
 CC0746'LOCATED IN DOWNTOWN MC CAMEY, 1/2 BLOCK SOUTH OF THE MAIN STREET.
 CC0746'IT IS A BLACK WATER TANK SURMOUNTING A STEEL STRUCTURE.  140
 CC0746'FEET HIGH.
 CC0746'
 CC0746'IT IS LOCATED ON THE SOUTH SIDE OF AN ALLEY BETWEEN FIFTH AND
 CC0746'SIXTH STREETS.  THE CENTER OF THE TANK BEING 78 FEET SOUTH OF THE
 CC0746'ALLEY, 130 FEET EAST OF MC KINNEY STREET, 56.6 FEET EAST-SOUTHEAST
 CC0746'OF THE NORTHEAST CORNER OF THE SPALDING FUNERAL HOME, 57.2 FEET
 CC0746'NORTH OF THE NORTHEAST CORNER OF THE WATER DEPARTMENT BUILDING,
 CC0746'AND 11 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CITY JAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1875 ***********************************************************************
 FL1875  DESIGNATION -  MC CHOVEC SMELTER AMER ZINC TK
 FL1875  PID         -  FL1875
 FL1875  STATE/COUNTY-  TX/MOORE
 FL1875  USGS QUAD   -  DUMAS NORTH (1965)
 FL1875
 FL1875                         *CURRENT SURVEY CONTROL
 FL1875  ___________________________________________________________________
 FL1875* NAD 83(1993)-  35 56 25.32658(N)    101 56 04.85771(W)     ADJUSTED  
 FL1875* NAVD 88     -                                                        
 FL1875  ___________________________________________________________________
 FL1875  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 FL1875  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1875
 FL1875  HORZ ORDER  -  THIRD
 FL1875
 FL1875.The horizontal coordinates were established by classical geodetic methods
 FL1875.and adjusted by the National Geodetic Survey in February 1996..
 FL1875
 FL1875
 FL1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1875
 FL1875.The geoid height was determined by GEOID03.
 FL1875
 FL1875;                    North         East     Units Scale Factor Converg.
 FL1875;SPC TX N     - 1,215,348.358   160,779.916   MT  0.99995236   -0 15 06.9
 FL1875;SPC TX N     - 3,987,355.40    527,492.11   sFT  0.99995236   -0 15 06.9
 FL1875;UTM  14      - 3,981,315.837   235,268.746   MT  1.00046365   -1 43 24.6
 FL1875;UTM  13      - 3,981,678.434   776,518.962   MT  1.00054229   +1 48 01.1
 FL1875
 FL1875                          SUPERSEDED SURVEY CONTROL
 FL1875
 FL1875  NAD 83(1993)-  35 56 25.32618(N)    101 56 04.85740(W) AD(       ) 4
 FL1875  NAD 83(1986)-  35 56 25.33428(N)    101 56 04.84619(W) AD(       ) 4
 FL1875  NAD 27      -  35 56 25.20200(N)    101 56 03.21200(W) AD(       ) 3
 FL1875
 FL1875.Superseded values are not recommended for survey control.
 FL1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1875.See file dsdata.txt to determine how the superseded data were derived.
 FL1875
 FL1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3526981316(NAD 83)
 FL1875_MARKER: 53 = ELEVATED TANK
 FL1875
 FL1875  HISTORY     - Date     Condition        Report By
 FL1875  HISTORY     - 1953     FIRST OBSERVED   CGS
 FL1875
 FL1875                          STATION DESCRIPTION
 FL1875
 FL1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1875'THE TANK IS LOCATED AT THE MC CHOVEC SMELTER OF THE AMERICAN
 FL1875'ZINC COMPANY OF ILLINOIS, WHICH IS ABOUT 6-1/2 MILES AIRLINE
 FL1875'NORTH NORTHEAST OF DUMAS, 6-1/2 MILES AIRLINE SOUTH SOUTHEAST
 FL1875'OF ETTER, AND ABOUT 3 MILES EAST OF U.S. HIGHWAY 287.
 FL1875'
 FL1875'THE TANK IS A BLACK, STEEL TANK MOUNTED ON A FOUR LEGGED
 FL1875'STEEL STRUCTURE AND IS ABOUT 90 FEET HIGH.  THE BALL ON TOP
 FL1875'OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1877 ***********************************************************************
 FL1877  DESIGNATION -  MC CHOVEC SMELTR AMER ZINC STK
 FL1877  PID         -  FL1877
 FL1877  STATE/COUNTY-  TX/MOORE
 FL1877  USGS QUAD   -  DUMAS NORTH (1965)
 FL1877
 FL1877                         *CURRENT SURVEY CONTROL
 FL1877  ___________________________________________________________________
 FL1877* NAD 83(1993)-  35 56 22.66955(N)    101 56 01.20011(W)     ADJUSTED  
 FL1877* NAVD 88     -                                                        
 FL1877  ___________________________________________________________________
 FL1877  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 FL1877  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1877
 FL1877  HORZ ORDER  -  THIRD
 FL1877
 FL1877.The horizontal coordinates were established by classical geodetic methods
 FL1877.and adjusted by the National Geodetic Survey in February 1996..
 FL1877
 FL1877
 FL1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1877
 FL1877.The geoid height was determined by GEOID03.
 FL1877
 FL1877;                    North         East     Units Scale Factor Converg.
 FL1877;SPC TX N     - 1,215,266.066   160,871.226   MT  0.99995224   -0 15 04.8
 FL1877;SPC TX N     - 3,987,085.42    527,791.68   sFT  0.99995224   -0 15 04.8
 FL1877;UTM  14      - 3,981,231.184   235,357.959   MT  1.00046307   -1 43 22.3
 FL1877;UTM  13      - 3,981,599.418   776,613.217   MT  1.00054293   +1 48 03.1
 FL1877
 FL1877                          SUPERSEDED SURVEY CONTROL
 FL1877
 FL1877  NAD 83(1993)-  35 56 22.66908(N)    101 56 01.19976(W) AD(       ) 4
 FL1877  NAD 83(1986)-  35 56 22.67756(N)    101 56 01.18854(W) AD(       ) 4
 FL1877  NAD 27      -  35 56 22.55000(N)    101 55 59.55300(W) AD(       ) 3
 FL1877
 FL1877.Superseded values are not recommended for survey control.
 FL1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1877.See file dsdata.txt to determine how the superseded data were derived.
 FL1877
 FL1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3535881231(NAD 83)
 FL1877_MARKER: 63 = STACK
 FL1877
 FL1877  HISTORY     - Date     Condition        Report By
 FL1877  HISTORY     - 1953     FIRST OBSERVED   CGS
 FL1877
 FL1877                          STATION DESCRIPTION
 FL1877
 FL1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1877'THE STACK IS LOCATED ABOUT 6-1/2 MILES NORTH NORTHEAST OF
 FL1877'DUMAS, 6-1/2 MILES SOUTH SOUTHEAST OF ETTER AND ABOUT 3 MILES
 FL1877'EAST OF U.S. HIGHWAY 287 AT THE MC CHOVEC SMELTER OF THE
 FL1877'AMERICAN ZINC COMPANY OF ILLINOIS.
 FL1877'
 FL1877'THE STACK IS A TALL, RED BRICK STACK ABOUT 225 FEET HIGH.
 FL1877'THE CENTER OF THE TOP OF STACK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0998 ***********************************************************************
 CT0998  DESIGNATION -  MC CLENNY RM A 1967
 CT0998  PID         -  CT0998
 CT0998  STATE/COUNTY-  TX/ERATH
 CT0998  USGS QUAD   -  MORGAN MILL (1965)
 CT0998
 CT0998                         *CURRENT SURVEY CONTROL
 CT0998  ___________________________________________________________________
 CT0998* NAD 83(1993)-  32 27 09.52766(N)    098 11 36.67721(W)     ADJUSTED  
 CT0998* NAVD 88     -       401.1    (meters)    1316.     (feet)  VERTCON   
 CT0998  ___________________________________________________________________
 CT0998  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CT0998  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CT0998
 CT0998  HORZ ORDER  -  FIRST
 CT0998
 CT0998.The horizontal coordinates were established by classical geodetic methods
 CT0998.and adjusted by the National Geodetic Survey in February 1996..
 CT0998
 CT0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0998
 CT0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0998
 CT0998.The geoid height was determined by GEOID03.
 CT0998
 CT0998;                    North         East     Units Scale Factor Converg.
 CT0998;SPC TXNC     - 2,087,200.185   628,814.796   MT  0.99992688   +0 10 01.7
 CT0998;SPC TXNC     - 6,847,755.94  2,063,036.54   sFT  0.99992688   +0 10 01.7
 CT0998;UTM  14      - 3,590,896.222   575,800.669   MT  0.99967085   +0 25 58.0
 CT0998
 CT0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0998!SPC TXNC     -   0.99994151  x   0.99992688  =   0.99986840
 CT0998!UTM  14      -   0.99994151  x   0.99967085  =   0.99961238
 CT0998
 CT0998:                Primary Azimuth Mark                     Grid Az
 CT0998:SPC TXNC     -  GILBERT                                  023 23 33.7
 CT0998:UTM  14      -  GILBERT                                  023 07 37.4
 CT0998
 CT0998|---------------------------------------------------------------------|
 CT0998| PID    Reference Object                     Distance      Geod. Az  |
 CT0998|                                                           dddmmss.s |
 CT0998| CT0987 GILBERT                             APPROX.12.7 KM 0233335.4 |
 CT0998| CT0997 MCCLENNY RESET                       28.577 METERS 08917     |
 CT0998|---------------------------------------------------------------------|
 CT0998
 CT0998                          SUPERSEDED SURVEY CONTROL
 CT0998
 CT0998  NAD 83(1986)-  32 27 09.53188(N)    098 11 36.66007(W) AD(       ) 1
 CT0998  NAD 27      -  32 27 09.05042(N)    098 11 35.50703(W) AD(       ) 1
 CT0998  NGVD 29 (07/19/86)  401.0    (m)         1316.     (f) VERT ANG       
 CT0998
 CT0998.Superseded values are not recommended for survey control.
 CT0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0998.See file dsdata.txt to determine how the superseded data were derived.
 CT0998
 CT0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7580190896(NAD 83)
 CT0998_MARKER: DS = TRIANGULATION STATION DISK
 CT0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0998+STABILITY: SURFACE MOTION
 CT0998
 CT0998  HISTORY     - Date     Condition        Report By
 CT0998  HISTORY     - 1967     MONUMENTED       CGS
 CT0998  HISTORY     - 1968     GOOD             CGS
 CT0998
 CT0998                          STATION DESCRIPTION
 CT0998
 CT0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CT0998'THE STATION IS ABOUT 16 MILES NORTH OF STEPHENVILLE, 10 MILES
 CT0998'SOUTH OF SANTO, 4-1/2 MILES NORTH-NORTHWEST OF MORGAN HILL AND ON
 CT0998'PROPERTY OWNED BY MR. C.N. ULMER.
 CT0998'
 CT0998'THE STATION MARK IS A STANDARD DISK STAMPED MC CLENNY RM A 1967,
 CT0998'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CT0998'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 95 FEET WEST OF A
 CT0998'METAL WITNESS POST WITH SIGN ATTACHED.
 CT0998'
 CT0998'A TRAVERSE CONNECTION WAS MADE TO STATION MC CLENNY 1902 1937.
 CT0998'
 CT0998'FOR A ROUTE TO REACH THE STATION SEE DESCRIPTION FOR MC CLENNY
 CT0998'1902 1937.
 CT0998
 CT0998                          STATION RECOVERY (1968)
 CT0998
 CT0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 CT0998'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 CT0998'IN GOOD CONDITION.  AS DESCRIBED IN 1967.
 CT0998'
 CT0998'THE STATION IS LOCATED ON THE SAME PROPERTY AS TRIANGULATION
 CT0998'STATION MC CLENNY 1902 1937.
 CT0998'
 CT0998'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CT0998'MC CLENNY 1902 1937, THE DISTANCE BEING 93.76 FEET OR 28.577
 CT0998'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1583 ***********************************************************************
 AE1583  DESIGNATION -  MC COOK DALLAS LAND BANK TANK
 AE1583  PID         -  AE1583
 AE1583  STATE/COUNTY-  TX/HIDALGO
 AE1583  USGS QUAD   -  MC COOK (1963)
 AE1583
 AE1583                         *CURRENT SURVEY CONTROL
 AE1583  ___________________________________________________________________
 AE1583* NAD 83(1993)-  26 29 08.56900(N)    098 23 35.81099(W)     ADJUSTED  
 AE1583* NAVD 88     -                                                        
 AE1583  ___________________________________________________________________
 AE1583  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AE1583  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AE1583
 AE1583  HORZ ORDER  -  THIRD
 AE1583
 AE1583.The horizontal coordinates were established by classical geodetic methods
 AE1583.and adjusted by the National Geodetic Survey in February 1996..
 AE1583
 AE1583
 AE1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1583
 AE1583.The geoid height was determined by GEOID03.
 AE1583
 AE1583;                    North         East     Units Scale Factor Converg.
 AE1583;SPC TX S     - 5,090,748.974   310,639.466   MT  0.99993496   +0 02 54.4
 AE1583;SPC TX S     -16,701,898.93  1,019,156.31   sFT  0.99993496   +0 02 54.4
 AE1583;UTM  14      - 2,929,618.149   560,467.856   MT  0.99964514   +0 16 14.1
 AE1583
 AE1583                          SUPERSEDED SURVEY CONTROL
 AE1583
 AE1583  NAD 83(1986)-  26 29 08.57311(N)    098 23 35.77724(W) AD(       ) 4
 AE1583  NAD 27      -  26 29 07.34000(N)    098 23 34.72000(W) AD(       ) 3
 AE1583
 AE1583.Superseded values are not recommended for survey control.
 AE1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1583.See file dsdata.txt to determine how the superseded data were derived.
 AE1583
 AE1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6046829618(NAD 83)
 AE1583_MARKER: 51 = TANK
 AE1583
 AE1583  HISTORY     - Date     Condition        Report By
 AE1583  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1583
 AE1583                          STATION DESCRIPTION
 AE1583
 AE1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1583'POINT OBSERVED UPON WAS FINIAL OF SMALL WOODEN WATER TANK
 AE1583'LOCATED 0.2 MILE W OF POST OFFICE IN MC COOK.  TANK IS OWNED
 AE1583'BY DALLAS LAND BANK.
 AE1583'
 AE1583'STATIONS OBSERVED FROM, JUDD AND STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1585 ***********************************************************************
 AE1585  DESIGNATION -  MC COOK WATER TANK
 AE1585  PID         -  AE1585
 AE1585  STATE/COUNTY-  TX/HIDALGO
 AE1585  USGS QUAD   -  MC COOK (1963)
 AE1585
 AE1585                         *CURRENT SURVEY CONTROL
 AE1585  ___________________________________________________________________
 AE1585* NAD 83(1993)-  26 29 18.52305(N)    098 23 23.81190(W)     ADJUSTED  
 AE1585* NAVD 88     -                                                        
 AE1585  ___________________________________________________________________
 AE1585  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AE1585  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AE1585
 AE1585  HORZ ORDER  -  THIRD
 AE1585
 AE1585.The horizontal coordinates were established by classical geodetic methods
 AE1585.and adjusted by the National Geodetic Survey in February 1996..
 AE1585
 AE1585
 AE1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1585
 AE1585.The geoid height was determined by GEOID03.
 AE1585
 AE1585;                    North         East     Units Scale Factor Converg.
 AE1585;SPC TX S     - 5,091,055.590   310,971.493   MT  0.99993453   +0 02 59.9
 AE1585;SPC TX S     -16,702,904.88  1,020,245.64   sFT  0.99993453   +0 02 59.9
 AE1585;UTM  14      - 2,929,925.961   560,798.597   MT  0.99964564   +0 16 19.6
 AE1585
 AE1585                          SUPERSEDED SURVEY CONTROL
 AE1585
 AE1585  NAD 83(1986)-  26 29 18.52734(N)    098 23 23.77823(W) AD(       ) 4
 AE1585  NAD 27      -  26 29 17.30000(N)    098 23 22.72000(W) AD(       ) 3
 AE1585
 AE1585.Superseded values are not recommended for survey control.
 AE1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1585.See file dsdata.txt to determine how the superseded data were derived.
 AE1585
 AE1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6079929926(NAD 83)
 AE1585_MARKER: 51 = TANK
 AE1585
 AE1585  HISTORY     - Date     Condition        Report By
 AE1585  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1585
 AE1585                          STATION DESCRIPTION
 AE1585
 AE1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1585'POINT OBSERVED UPON WAS CENTER OF SILVER WATER TANK LOCATED
 AE1585'0.1 MILE N OF MC COOKS POST OFFICE.
 AE1585'
 AE1585'STATION OBSERVED FROM JUDD AND STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0865 ***********************************************************************
 BM0865  DESIGNATION -  MC DADE BAPTIST CHURCH SPIRE
 BM0865  PID         -  BM0865
 BM0865  STATE/COUNTY-  TX/BASTROP
 BM0865  USGS QUAD   -  MC DADE (1982)
 BM0865
 BM0865                         *CURRENT SURVEY CONTROL
 BM0865  ___________________________________________________________________
 BM0865* NAD 83(1993)-  30 17 14.42934(N)    097 14 15.90680(W)     ADJUSTED  
 BM0865* NAVD 88     -                                                        
 BM0865  ___________________________________________________________________
 BM0865  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BM0865  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0865
 BM0865  HORZ ORDER  -  THIRD
 BM0865
 BM0865.The horizontal coordinates were established by classical geodetic methods
 BM0865.and adjusted by the National Geodetic Survey in February 1996..
 BM0865
 BM0865
 BM0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0865
 BM0865.The geoid height was determined by GEOID03.
 BM0865
 BM0865;                    North         East     Units Scale Factor Converg.
 BM0865;SPC TX C     - 3,072,949.514   997,766.223   MT  0.99995882   +1 35 39.9
 BM0865;SPC TX C     -10,081,835.20  3,273,504.68   sFT  0.99995882   +1 35 39.9
 BM0865;UTM  14      - 3,351,940.601   669,486.195   MT  0.99995439   +0 53 20.3
 BM0865
 BM0865                          SUPERSEDED SURVEY CONTROL
 BM0865
 BM0865  NAD 83(1986)-  30 17 14.44936(N)    097 14 15.88922(W) AD(       ) 4
 BM0865  NAD 27      -  30 17 13.68775(N)    097 14 14.92022(W) AD(       ) 3
 BM0865
 BM0865.Superseded values are not recommended for survey control.
 BM0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0865.See file dsdata.txt to determine how the superseded data were derived.
 BM0865
 BM0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6948651941(NAD 83)
 BM0865_MARKER: 90 = CHURCH SPIRE
 BM0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0865+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BM0865
 BM0865  HISTORY     - Date     Condition        Report By
 BM0865  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM0865  HISTORY     - 19910710 GOOD             USPSQD
 BM0865  HISTORY     - 20040306 GOOD             USPSQD
 BM0865
 BM0865                          STATION DESCRIPTION
 BM0865
 BM0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0865'THE STATION IS LOCATED 0.1 MILE NORTH-NORTHEAST OF THE POST
 BM0865'OFFICE AND LOOP ROAD 233, AND ON THE NORTH SIDE OF THE RAILROAD
 BM0865'TRACKS IN THE TOWN OF MC DADE.  THE SPIRE AT THE TOP OF THE
 BM0865'MC DADE, FIRST BAPTIST CHURCH WAS THE POINT INTERSECTED
 BM0865'AND THE OVERALL HEIGHT IS ABOUT 75 FEET.
 BM0865
 BM0865                          STATION RECOVERY (1991)
 BM0865
 BM0865'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0865'RECOVERED IN GOOD CONDITION.
 BM0865
 BM0865                          STATION RECOVERY (2004)
 BM0865
 BM0865'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 BM0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0866 ***********************************************************************
 BM0866  DESIGNATION -  MC DADE MUNICIPAL TANK
 BM0866  PID         -  BM0866
 BM0866  STATE/COUNTY-  TX/BASTROP
 BM0866  USGS QUAD   -  MC DADE (1982)
 BM0866
 BM0866                         *CURRENT SURVEY CONTROL
 BM0866  ___________________________________________________________________
 BM0866* NAD 83(1993)-  30 17 12.12184(N)    097 14 17.58773(W)     ADJUSTED  
 BM0866* NAVD 88     -                                                        
 BM0866  ___________________________________________________________________
 BM0866  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BM0866  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0866
 BM0866  HORZ ORDER  -  THIRD
 BM0866
 BM0866.The horizontal coordinates were established by classical geodetic methods
 BM0866.and adjusted by the National Geodetic Survey in February 1996..
 BM0866
 BM0866
 BM0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0866
 BM0866.The geoid height was determined by GEOID03.
 BM0866
 BM0866;                    North         East     Units Scale Factor Converg.
 BM0866;SPC TX C     - 3,072,877.238   997,723.297   MT  0.99995896   +1 35 39.0
 BM0866;SPC TX C     -10,081,598.07  3,273,363.85   sFT  0.99995896   +1 35 39.0
 BM0866;UTM  14      - 3,351,868.860   669,442.383   MT  0.99995421   +0 53 19.4
 BM0866
 BM0866                          SUPERSEDED SURVEY CONTROL
 BM0866
 BM0866  NAD 83(1986)-  30 17 12.14187(N)    097 14 17.57014(W) AD(       ) 4
 BM0866  NAD 27      -  30 17 11.38050(N)    097 14 16.60097(W) AD(       ) 3
 BM0866
 BM0866.Superseded values are not recommended for survey control.
 BM0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0866.See file dsdata.txt to determine how the superseded data were derived.
 BM0866
 BM0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6944251869(NAD 83)
 BM0866_MARKER: 53 = ELEVATED TANK
 BM0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0866+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BM0866
 BM0866  HISTORY     - Date     Condition        Report By
 BM0866  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM0866  HISTORY     - 1976     GOOD             NGS
 BM0866  HISTORY     - 19910710 GOOD             USPSQD
 BM0866  HISTORY     - 20040306 GOOD             USPSQD
 BM0866
 BM0866                          STATION DESCRIPTION
 BM0866
 BM0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0866'THE STATION IS LOCATED 0.1 MILE NORTH OF THE POST OFFICE AND
 BM0866'LOOP 233 IN MC DADE.  THE BALL AT THE TOP OF THE MC DADE
 BM0866'MUNICIPAL WATER TANK WAS INTERSECTED.  THE TANK IS PAINTED
 BM0866'SILVER, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND IS ABOUT
 BM0866'125 FEET HIGH.
 BM0866
 BM0866                          STATION RECOVERY (1976)
 BM0866
 BM0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 BM0866'THE STATION WAS RECOVERED AS DESCRIBED IN 1967 BY
 BM0866'L.G. BURDINE.  IT WAS ERECTED BY THE CHICAGO BRIDGE AND IRON
 BM0866'WORKS IN 1940 AND IS THE ONLY WATER TANK IN MC DADE ON THIS DATE.
 BM0866
 BM0866                          STATION RECOVERY (1991)
 BM0866
 BM0866'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0866'RECOVERED IN GOOD CONDITION.
 BM0866
 BM0866                          STATION RECOVERY (2004)
 BM0866
 BM0866'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 BM0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2063 ***********************************************************************
 BL2063  DESIGNATION -  MC FADDIN USE
 BL2063  PID         -  BL2063
 BL2063  STATE/COUNTY-  TX/JEFFERSON
 BL2063  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2063
 BL2063                         *CURRENT SURVEY CONTROL
 BL2063  ___________________________________________________________________
 BL2063* NAD 83(1993)-  30 01 14.42885(N)    094 02 06.71096(W)     ADJUSTED  
 BL2063* NAVD 88     -                                                        
 BL2063  ___________________________________________________________________
 BL2063  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BL2063  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL2063
 BL2063  HORZ ORDER  -  THIRD
 BL2063
 BL2063.The horizontal coordinates were established by classical geodetic methods
 BL2063.and adjusted by the National Geodetic Survey in February 1996..
 BL2063
 BL2063
 BL2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2063
 BL2063.The geoid height was determined by GEOID03.
 BL2063
 BL2063;                    North         East     Units Scale Factor Converg.
 BL2063;SPC TXSC     - 4,252,584.413 1,078,760.882   MT  0.99993468   +2 25 56.3
 BL2063;SPC TXSC     -13,952,020.69  3,539,234.66   sFT  0.99993468   +2 25 56.3
 BL2063;SPC TX C     - 3,056,439.977 1,307,249.564   MT  1.00002701   +3 14 38.1
 BL2063;SPC TX C     -10,027,670.16  4,288,867.94   sFT  1.00002701   +3 14 38.1
 BL2063;UTM  15      - 3,321,527.488   400,175.568   MT  0.99972294   -0 31 04.7
 BL2063
 BL2063                          SUPERSEDED SURVEY CONTROL
 BL2063
 BL2063  NAD 83(1993)-  30 01 14.42834(N)    094 02 06.71101(W) AD(       ) 4
 BL2063  NAD 83(1986)-  30 01 14.44633(N)    094 02 06.69245(W) AD(       ) 4
 BL2063  NAD 27      -  30 01 13.67900(N)    094 02 06.05900(W) AD(       ) 3
 BL2063
 BL2063.Superseded values are not recommended for survey control.
 BL2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2063.See file dsdata.txt to determine how the superseded data were derived.
 BL2063
 BL2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0017621527(NAD 83)
 BL2063_MARKER: 63 = STACK
 BL2063_SETTING: 0 = UNSPECIFIED SETTING
 BL2063
 BL2063  HISTORY     - Date     Condition        Report By
 BL2063  HISTORY     - 1909     FIRST OBSERVED   CGS
 BL2063  HISTORY     - 1933     GOOD             CGS
 BL2063  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL2063  HISTORY     - 1988     POOR             USPSQD
 BL2063  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 BL2063  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2063  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2063  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 BL2063
 BL2063                          STATION DESCRIPTION
 BL2063
 BL2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2063'STATION RECOVERED.  IT IS THE CENTER OF THE TOP OF THE CONCRETE
 BL2063'STACK AT THE OLD MC FADDIN PUMPING PLANT AT MC FADDIN.  PLANT
 BL2063'HAS BEEN ABANDONED AND THE STACK HAS DETERIORATED IN PLACES
 BL2063'ALTHOUGH IT IS STILL IN GOOD CONDITION.
 BL2063
 BL2063                          STATION RECOVERY (1984)
 BL2063
 BL2063'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 BL2063'STATION DESTROYED.
 BL2063'
 BL2063'POSITION LOCATED AS DESCRIBED IN HORIZONTAL CONTROL DATA OCTOBER 1966
 BL2063'ISSUE.  STATION WAS DESTROYED WHEN THE DETERIORATED STACK WAS
 BL2063'REMOVED WHEN IT BECAME DUPONT BEAUMONT WORKS PROPERTY ABOUT 10 OR
 BL2063'MORE YEARS AGO.
 BL2063
 BL2063                          STATION RECOVERY (1988)
 BL2063
 BL2063'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 BL2063'MARK RECOVERED IN POOR CONDITION.
 BL2063
 BL2063                          STATION RECOVERY (1994)
 BL2063
 BL2063'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2063'MARK NOT FOUND.
 BL2063
 BL2063                          STATION RECOVERY (2001)
 BL2063
 BL2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2063'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2063
 BL2063                          STATION RECOVERY (2001)
 BL2063
 BL2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2063'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2063
 BL2063                          STATION RECOVERY (2004)
 BL2063
 BL2063'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0888 ***********************************************************************
 EN0888  DESIGNATION -  MC GEHEE
 EN0888  PID         -  EN0888
 EN0888  STATE/COUNTY-  TX/ARMSTRONG
 EN0888  USGS QUAD   -  WAYSIDE (1984)
 EN0888
 EN0888                         *CURRENT SURVEY CONTROL
 EN0888  ___________________________________________________________________
 EN0888* NAD 83(1993)-  34 50 05.69786(N)    101 30 06.44424(W)     ADJUSTED  
 EN0888* NAVD 88     -      1022.9    (meters)    3356.     (feet)  VERTCON   
 EN0888  ___________________________________________________________________
 EN0888  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 EN0888  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EN0888
 EN0888  HORZ ORDER  -  SECOND
 EN0888
 EN0888.The horizontal coordinates were established by classical geodetic methods
 EN0888.and adjusted by the National Geodetic Survey in February 1996..
 EN0888
 EN0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0888
 EN0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0888
 EN0888.The geoid height was determined by GEOID03.
 EN0888
 EN0888;                    North         East     Units Scale Factor Converg.
 EN0888;SPC TX N     - 1,092,623.754   199,836.267   MT  0.99996228   -0 00 03.7
 EN0888;SPC TX N     - 3,584,716.43    655,629.49   sFT  0.99996228   -0 00 03.7
 EN0888;UTM  14      - 3,857,590.239   271,224.501   MT  1.00024512   -1 25 46.8
 EN0888
 EN0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0888!SPC TX N     -   0.99984363  x   0.99996228  =   0.99980592
 EN0888!UTM  14      -   0.99984363  x   1.00024512  =   1.00008872
 EN0888
 EN0888                          SUPERSEDED SURVEY CONTROL
 EN0888
 EN0888  NAD 83(1993)-  34 50 05.70306(N)    101 30 06.43935(W) AD(       ) 2
 EN0888  NAD 83(1986)-  34 50 05.70420(N)    101 30 06.43696(W) AD(       ) 2
 EN0888  NAD 27      -  34 50 05.50237(N)    101 30 04.81112(W) AD(       ) 2
 EN0888  NGVD 29 (01/19/93) 1022.5    (m)         3355.     (f) VERT ANG       
 EN0888
 EN0888.Superseded values are not recommended for survey control.
 EN0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0888.See file dsdata.txt to determine how the superseded data were derived.
 EN0888
 EN0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7122557590(NAD 83)
 EN0888_MARKER: DD = SURVEY DISK
 EN0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0888+STABILITY: SURFACE MOTION
 EN0888
 EN0888  HISTORY     - Date     Condition        Report By
 EN0888  HISTORY     - 1954     MONUMENTED       USGS
 EN0888  HISTORY     - 1964     GOOD             USGS
 EN0888
 EN0888                          STATION DESCRIPTION
 EN0888
 EN0888'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0888'STATION IS LOCATED ABOUT 2.5 MI. N. AND 2.0 MI. E. OF WAYSIDE, 50 FT.
 EN0888'NE. OF A FENCE CORNER ON THE S. RIM OF PALO DURO CANYON.
 EN0888'
 EN0888'TO REACH FROM THE WAYSIDE POST OFFICE, GO N. ON GRADED DIRT RD. FOR
 EN0888'1.9 MI. TO RD. FORK, TURN RIGHT (E.) AND GO 1.7 MI. TO WIRE GATE,
 EN0888'CONTINUE ON FOR 0.3 MI. TO Y-FORK, TAKE RIGHT FORK E., AND GO 0.3
 EN0888'MI. TO Y-FORK, TAKE LEFT FORK E. AND GO 0.4 MI., LEAVE RD. AND DRIVE
 EN0888'ACROSS COUNTRY ALONG FENCE LINE TO NE. FOR 0.3 MI. TO FENCE CORNER AND
 EN0888'STATION SITE.
 EN0888'
 EN0888'STATION MARK--A STANDARD TABLET STAMPED---MC GEHEE 1954---, CEMENTED
 EN0888'IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FT. ABOVE GROUND.
 EN0888'
 EN0888'REFERENCE MARKS--NONE.
 EN0888
 EN0888                          STATION RECOVERY (1964)
 EN0888
 EN0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JCC)
 EN0888'THE STATION IS LOCATED ABOUT 26 MILES EAST-SOUTHEAST OF CANYON, 21
 EN0888'MILES EAST-NORTHEAST OF HAPPY AND 3-1/2 MILES NORTHEAST OF WAYSIDE,
 EN0888'ON THE HIGHEST POINT OF A BRUSHY RIDGE.
 EN0888'
 EN0888'TO REACH THE STATION FROM THE POST OFFICE IN WAYSIDE, GO NORTH ON A
 EN0888'GRAVELLED ROAD FOR 2.0 MILES TO A T-ROAD.  TURN RIGHT AND GO
 EN0888'EASTERLY ON A BLADED ROAD FOR 1.7 MILES TO A GATE.  PASS THROUGH THE
 EN0888'GATE AND CONTINUE EASTERLY ON A TRACK ROAD FOR 0.4 MILE TO A FORK
 EN0888'AND TWO WINDMILLS ON THE LEFT.  TAKE THE RIGHT FORK, MAIN ROAD,
 EN0888'AND GO 0.4 MILE TO A FORK.  TAKE THE LEFT FORK, MAIN ROAD, AND GO
 EN0888'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE TRACK
 EN0888'ROAD FOR 0.15 MILE TO A DIM FORK.  TURN LEFT AND GO NORTHERLY ON A
 EN0888'DIM TRACK ROAD FOR 0.25 MILE TO THE STATION.
 EN0888'
 EN0888'THE STATION IS A U. S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 EN0888'MCGEHEE 1954 3355, SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST
 EN0888'WHICH PROJECTS 3 INCHES.
 EN0888'
 EN0888'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MILTON,
 EN0888'THE DISTANCE BEING 11.963 METERS (39.25 FT.) SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1183 ***********************************************************************
 AH1183  DESIGNATION -  MC GLOINS BLUFF WINDMILL
 AH1183  PID         -  AH1183
 AH1183  STATE/COUNTY-  TX/SAN PATRICIO
 AH1183  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1183
 AH1183                         *CURRENT SURVEY CONTROL
 AH1183  ___________________________________________________________________
 AH1183* NAD 83(1993)-  27 49 34.61274(N)    097 13 09.75719(W)     ADJUSTED  
 AH1183* NAVD 88     -                                                        
 AH1183  ___________________________________________________________________
 AH1183  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AH1183  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AH1183
 AH1183  HORZ ORDER  -  THIRD
 AH1183
 AH1183.The horizontal coordinates were established by classical geodetic methods
 AH1183.and adjusted by the National Geodetic Survey in February 1996..
 AH1183
 AH1183
 AH1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1183
 AH1183.The geoid height was determined by GEOID03.
 AH1183
 AH1183;                    North         East     Units Scale Factor Converg.
 AH1183;SPC TX S     - 5,239,915.851   426,163.511   MT  0.99999822   +0 34 53.1
 AH1183;SPC TX S     -17,191,290.59  1,398,171.45   sFT  0.99999822   +0 34 53.1
 AH1183;SPC TXSC     - 4,000,554.068   775,454.914   MT  1.00020643   +0 52 20.5
 AH1183;SPC TXSC     -13,125,151.14  2,544,138.33   sFT  1.00020643   +0 52 20.5
 AH1183;UTM  14      - 3,079,231.213   675,371.352   MT  0.99997962   +0 49 53.0
 AH1183
 AH1183                          SUPERSEDED SURVEY CONTROL
 AH1183
 AH1183  NAD 83(1986)-  27 49 34.61909(N)    097 13 09.73387(W) AD(       ) 4
 AH1183  NAD 27      -  27 49 33.53000(N)    097 13 08.82000(W) AD(       ) 3
 AH1183
 AH1183.Superseded values are not recommended for survey control.
 AH1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1183.See file dsdata.txt to determine how the superseded data were derived.
 AH1183
 AH1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7537179231(NAD 83)
 AH1183_MARKER: 66 = WINDMILL
 AH1183
 AH1183  HISTORY     - Date     Condition        Report By
 AH1183  HISTORY     - 1912     FIRST OBSERVED   CGS
 AH1183  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH1183
 AH1183                          STATION DESCRIPTION
 AH1183
 AH1183'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1327 ***********************************************************************
 BZ1327  DESIGNATION -  MC GREGOR OLD FAIRGRD PAVILION
 BZ1327  PID         -  BZ1327
 BZ1327  STATE/COUNTY-  TX/MCLENNAN
 BZ1327  USGS QUAD   -  MC GREGOR (1993)
 BZ1327
 BZ1327                         *CURRENT SURVEY CONTROL
 BZ1327  ___________________________________________________________________
 BZ1327* NAD 83(1993)-  31 28 09.00211(N)    097 24 50.49589(W)     ADJUSTED  
 BZ1327* NAVD 88     -                                                        
 BZ1327  ___________________________________________________________________
 BZ1327  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 BZ1327  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BZ1327
 BZ1327  HORZ ORDER  -  THIRD
 BZ1327
 BZ1327.The horizontal coordinates were established by classical geodetic methods
 BZ1327.and adjusted by the National Geodetic Survey in February 1996..
 BZ1327
 BZ1327
 BZ1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1327
 BZ1327.The geoid height was determined by GEOID03.
 BZ1327
 BZ1327;                    North         East     Units Scale Factor Converg.
 BZ1327;SPC TX C     - 3,203,459.045   977,376.452   MT  0.99991496   +1 30 13.0
 BZ1327;SPC TX C     -10,510,015.22  3,206,609.24   sFT  0.99991496   +1 30 13.0
 BZ1327;UTM  14      - 3,482,688.125   650,669.107   MT  0.99988000   +0 49 41.1
 BZ1327
 BZ1327                          SUPERSEDED SURVEY CONTROL
 BZ1327
 BZ1327  NAD 83(1986)-  31 28 09.01051(N)    097 24 50.47720(W) AD(       ) 4
 BZ1327  NAD 27      -  31 28 08.41400(N)    097 24 49.42900(W) AD(       ) 3
 BZ1327
 BZ1327.Superseded values are not recommended for survey control.
 BZ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1327.See file dsdata.txt to determine how the superseded data were derived.
 BZ1327
 BZ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5066982688(NAD 83)
 BZ1327
 BZ1327  HISTORY     - Date     Condition        Report By
 BZ1327  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1327  HISTORY     - 1935     GOOD             CGS
 BZ1327  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 BZ1327
 BZ1327                          STATION DESCRIPTION
 BZ1327
 BZ1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1327'THIS OLD DANCE PAVILION IS A SUPPLEMENTARY POINT SIGHTED
 BZ1327'ON FROM STATIONS OGLESBY, PAYNE AND BARCUS.  IT IS LOCATED
 BZ1327'ABOUT 1 MILE N OF THE TOWN OF MC GREGOR.  IT HAS NOT BEEN
 BZ1327'CHANGED IN ANY WAY SINCE 1919.  IT IS NOW USED AS A BARN
 BZ1327'ON A FARM.
 BZ1327
 BZ1327                          STATION RECOVERY (1991)
 BZ1327
 BZ1327'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0928 ***********************************************************************
 CB0928  DESIGNATION -  MC INTYRE ET
 CB0928  PID         -  CB0928
 CB0928  STATE/COUNTY-  TX/STERLING
 CB0928  USGS QUAD   -  CUMBIE DRAW NE (1963)
 CB0928
 CB0928                         *CURRENT SURVEY CONTROL
 CB0928  ___________________________________________________________________
 CB0928* NAD 83(1993)-  31 54 44.86221(N)    101 07 27.54326(W)     ADJUSTED  
 CB0928* NAVD 88     -       810.5    (meters)    2659.     (feet)  VERTCON   
 CB0928  ___________________________________________________________________
 CB0928  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CB0928  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 CB0928
 CB0928  HORZ ORDER  -  THIRD
 CB0928
 CB0928.The horizontal coordinates were established by classical geodetic methods
 CB0928.and adjusted by the National Geodetic Survey in February 1996..
 CB0928
 CB0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0928
 CB0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0928
 CB0928.The geoid height was determined by GEOID03.
 CB0928
 CB0928;                    North         East     Units Scale Factor Converg.
 CB0928;SPC TX C     - 3,249,236.198   625,186.525   MT  1.00000795   -0 24 26.7
 CB0928;SPC TX C     -10,660,202.43  2,051,132.79   sFT  1.00000795   -0 24 26.7
 CB0928;UTM  14      - 3,532,701.766   299,135.992   MT  1.00009761   -1 07 24.0
 CB0928
 CB0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0928!SPC TX C     -   0.99987663  x   1.00000795  =   0.99988458
 CB0928!UTM  14      -   0.99987663  x   1.00009761  =   0.99997423
 CB0928
 CB0928:                Primary Azimuth Mark                     Grid Az
 CB0928:SPC TX C     -  REED ET                                  292 45 59.4
 CB0928:UTM  14      -  REED ET                                  293 28 56.7
 CB0928
 CB0928|---------------------------------------------------------------------|
 CB0928| PID    Reference Object                     Distance      Geod. Az  |
 CB0928|                                                           dddmmss.s |
 CB0928| CB0931 REED ET                             APPROX.10.5 KM 2922132.7 |
 CB0928|---------------------------------------------------------------------|
 CB0928
 CB0928                          SUPERSEDED SURVEY CONTROL
 CB0928
 CB0928  NAD 83(1986)-  31 54 44.86729(N)    101 07 27.53461(W) AD(       ) 3
 CB0928  NAD 27      -  31 54 44.38452(N)    101 07 26.10543(W) AD(       ) 3
 CB0928  NGVD 29 (07/19/86)  810.3    (m)         2658.     (f) VERT ANG       
 CB0928
 CB0928.Superseded values are not recommended for survey control.
 CB0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0928.See file dsdata.txt to determine how the superseded data were derived.
 CB0928
 CB0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA9913632702(NAD 83)
 CB0928_MARKER: DD = SURVEY DISK
 CB0928_SETTING: 0 = UNSPECIFIED SETTING
 CB0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0928
 CB0928  HISTORY     - Date     Condition        Report By
 CB0928  HISTORY     - 1962     MONUMENTED       USGS
 CB0928
 CB0928                          STATION DESCRIPTION
 CB0928
 CB0928'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0928'STATION LOCATED ABOUT 9 MI. (AIRLINE) NW. OF STERLING CITY, 0.5 MI. N.
 CB0928'OF U.S. HIGHWAY 87, ON TOP OF HILL, 700 FT. NE. OF SW. EDGE AND 300
 CB0928'FT. NW. OF SE. EDGE.
 CB0928'
 CB0928'TO REACH STATION FROM STERLING CITY FOLLOW HIGHWAY 87 NE. 9.8 MI. TO
 CB0928'GATE ON RIGHT, TURN RIGHT THRU GATE AND GO N. ALONG GRAVEL RD. ABOUT
 CB0928'0.6 MI., TURN RIGHT AND GO E. TO TOP OF RIDGE, TURN RIGHT, FOLLOW
 CB0928'RIDGE S. TO TOP OF HILL AND STATION.
 CB0928'
 CB0928'STATION MARK--STANDARD ALUMINUM TABLET SET IN CONCRETE POST PROJECTING
 CB0928'0.2 FT., STAMPED ---MC INTYRE-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0859 ***********************************************************************
 GK0859  DESIGNATION -  MC KIBBEN RR MC CLELLAN ELEV
 GK0859  PID         -  GK0859
 GK0859  STATE/COUNTY-  TX/HANSFORD
 GK0859  USGS QUAD   -  HANSFORD (1962)
 GK0859
 GK0859                         *CURRENT SURVEY CONTROL
 GK0859  ___________________________________________________________________
 GK0859* NAD 83(1993)-  36 07 35.73130(N)    101 20 12.27497(W)     ADJUSTED  
 GK0859* NAVD 88     -                                                        
 GK0859  ___________________________________________________________________
 GK0859  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 GK0859  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GK0859
 GK0859  HORZ ORDER  -  THIRD
 GK0859
 GK0859.The horizontal coordinates were established by classical geodetic methods
 GK0859.and adjusted by the National Geodetic Survey in February 1996..
 GK0859
 GK0859
 GK0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0859
 GK0859.The geoid height was determined by GEOID03.
 GK0859
 GK0859;                    North         East     Units Scale Factor Converg.
 GK0859;SPC TX N     - 1,235,936.922   214,696.094   MT  0.99998726   +0 05 40.6
 GK0859;SPC TX N     - 4,054,903.05    704,382.10   sFT  0.99998726   +0 05 40.6
 GK0859;UTM  14      - 4,000,518.485   289,714.085   MT  1.00014489   -1 22 41.5
 GK0859
 GK0859                          SUPERSEDED SURVEY CONTROL
 GK0859
 GK0859  NAD 83(1993)-  36 07 35.73122(N)    101 20 12.27577(W) AD(       ) 4
 GK0859  NAD 83(1986)-  36 07 35.73987(N)    101 20 12.26166(W) AD(       ) 4
 GK0859  NAD 27      -  36 07 35.62000(N)    101 20 10.69000(W) AD(       ) 3
 GK0859
 GK0859.Superseded values are not recommended for survey control.
 GK0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0859.See file dsdata.txt to determine how the superseded data were derived.
 GK0859
 GK0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8971400518(NAD 83)
 GK0859_MARKER: 65 = GRAIN ELEVATOR
 GK0859
 GK0859  HISTORY     - Date     Condition        Report By
 GK0859  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0859
 GK0859                          STATION DESCRIPTION
 GK0859
 GK0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0859'THE ELEVATOR IS LOCATED AT THE MC KIBBEN SIDING OF THE SANTA FE
 GK0859'RAILROAD AND IS THE EASTERLY ONE OF TWO ELEVATORS.  IT IS
 GK0859'A SHEET METAL BUILDING ABOUT 70 FEET HIGH.  THE CENTER OF THE TOP
 GK0859'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0858 ***********************************************************************
 GK0858  DESIGNATION -  MC KIBBEN RR SID PERRYTON ELEV
 GK0858  PID         -  GK0858
 GK0858  STATE/COUNTY-  TX/HANSFORD
 GK0858  USGS QUAD   -  HANSFORD (1962)
 GK0858
 GK0858                         *CURRENT SURVEY CONTROL
 GK0858  ___________________________________________________________________
 GK0858* NAD 83(1993)-  36 07 31.46245(N)    101 20 20.79566(W)     ADJUSTED  
 GK0858* NAVD 88     -                                                        
 GK0858  ___________________________________________________________________
 GK0858  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 GK0858  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GK0858
 GK0858  HORZ ORDER  -  THIRD
 GK0858
 GK0858.The horizontal coordinates were established by classical geodetic methods
 GK0858.and adjusted by the National Geodetic Survey in February 1996..
 GK0858
 GK0858
 GK0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0858
 GK0858.The geoid height was determined by GEOID03.
 GK0858
 GK0858;                    North         East     Units Scale Factor Converg.
 GK0858;SPC TX N     - 1,235,804.998   214,483.248   MT  0.99998700   +0 05 35.7
 GK0858;SPC TX N     - 4,054,470.23    703,683.79   sFT  0.99998700   +0 05 35.7
 GK0858;UTM  14      - 4,000,392.055   289,497.885   MT  1.00014601   -1 22 46.3
 GK0858
 GK0858                          SUPERSEDED SURVEY CONTROL
 GK0858
 GK0858  NAD 83(1993)-  36 07 31.46236(N)    101 20 20.79646(W) AD(       ) 4
 GK0858  NAD 83(1986)-  36 07 31.47102(N)    101 20 20.78237(W) AD(       ) 4
 GK0858  NAD 27      -  36 07 31.35000(N)    101 20 19.21000(W) AD(       ) 3
 GK0858
 GK0858.Superseded values are not recommended for survey control.
 GK0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0858.See file dsdata.txt to determine how the superseded data were derived.
 GK0858
 GK0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8949800392(NAD 83)
 GK0858_MARKER: 65 = GRAIN ELEVATOR
 GK0858
 GK0858  HISTORY     - Date     Condition        Report By
 GK0858  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0858
 GK0858                          STATION DESCRIPTION
 GK0858
 GK0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0858'THE ELEVATOR IS LOCATED AT THE MC KIBBEN SIDING OF THE SANTA FE
 GK0858'RAILROAD AND IS THE WESTERLY ONE OF TWO ELEVATORS.  IT IS A
 GK0858'SHEET METAL BUILDING ABOUT 70 FEET HIGH.  THE CENTER OF THE TOP
 GK0858'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1144 ***********************************************************************
 DN1144  DESIGNATION -  MC KINNEY COMP AND WHSE CO TK
 DN1144  PID         -  DN1144
 DN1144  STATE/COUNTY-  TX/COLLIN
 DN1144  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1144
 DN1144                         *CURRENT SURVEY CONTROL
 DN1144  ___________________________________________________________________
 DN1144* NAD 83(1993)-  33 11 59.16112(N)    096 36 25.31867(W)     ADJUSTED  
 DN1144* NAVD 88     -                                                        
 DN1144  ___________________________________________________________________
 DN1144  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DN1144  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DN1144
 DN1144  HORZ ORDER  -  THIRD
 DN1144
 DN1144.The horizontal coordinates were established by classical geodetic methods
 DN1144.and adjusted by the National Geodetic Survey in February 1996..
 DN1144
 DN1144
 DN1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1144
 DN1144.The geoid height was determined by GEOID03.
 DN1144
 DN1144;                    North         East     Units Scale Factor Converg.
 DN1144;SPC TXNC     - 2,171,595.475   776,472.675   MT  0.99987595   +1 01 56.7
 DN1144;SPC TXNC     - 7,124,642.82  2,547,477.43   sFT  0.99987595   +1 01 56.7
 DN1144;UTM  14      - 3,675,984.978   723,062.060   MT  1.00021351   +1 18 39.0
 DN1144
 DN1144                          SUPERSEDED SURVEY CONTROL
 DN1144
 DN1144  NAD 83(1993)-  33 11 59.16338(N)    096 36 25.31326(W) AD(       ) 4
 DN1144  NAD 83(1986)-  33 11 59.16723(N)    096 36 25.30628(W) AD(       ) 4
 DN1144  NAD 27      -  33 11 58.74900(N)    096 36 24.33800(W) AD(       ) 3
 DN1144
 DN1144.Superseded values are not recommended for survey control.
 DN1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1144.See file dsdata.txt to determine how the superseded data were derived.
 DN1144
 DN1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2306275985(NAD 83)
 DN1144_MARKER: 53 = ELEVATED TANK
 DN1144
 DN1144  HISTORY     - Date     Condition        Report By
 DN1144  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1144  HISTORY     - 19940709 GOOD             USPSQD
 DN1144
 DN1144                          STATION DESCRIPTION
 DN1144
 DN1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1144'THIS INTERSECTION STATION IS THE TALL TANK OF THE MC KINNEY
 DN1144'COMPRESS AND WHOLESALE COMPANY, IN A LARGE OPEN SPACE IN THE
 DN1144'EASTERN PART OF THE TOWN OF MC KINNEY, TEXAS.  THE TANK IS
 DN1144'LOCATED ABOUT 0.15 MILE N OF GREENVILLE STREET, ABOUT 460 FEET
 DN1144'E OF THROCKMORTON STREET, AND ABOUT 140 FEET S OF A LARGE
 DN1144'COTTON GIN.  THE TANK WAS ERECTED IN 1919, AND IS QUITE
 DN1144'PROMINENT FROM THE N AND E, BUT IS NOT VISIBLE FROM THE W
 DN1144'AND S BECAUSE OF TREES AND HIGH BUILDINGS.  THE TANK HAS FOUR
 DN1144'BLACK TRUSSWORK LEGS WHICH SET ON CONCRETE ABUTMENTS ABOUT
 DN1144'3 FEET HIGH.  THE LEGS ARE ABOUT 100 FEET HIGH.  THE
 DN1144'VERTICAL SECTION, ABOUT 25 FEET HIGH, SETS ON A ROUND
 DN1144'PLATFORM WITH RAIL.  THE VERTICAL SECTION HAS THE WORDS
 DN1144'MC KINNEY COMPRESS AND WHSE CO., PAINTED IN WHITE ON THE S
 DN1144'SIDE OF THE TANK.  THE FLAT CONICAL ROOF HAS A BALL AT
 DN1144'ITS APEX.  THE TOTAL HEIGHT IS ABOUT 125 FEET.  THE
 DN1144'VERTICAL SECTION IS BLACK.
 DN1144
 DN1144                          STATION RECOVERY (1994)
 DN1144
 DN1144'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1143 ***********************************************************************
 DN1143  DESIGNATION -  MC KINNEY FIRST ME CHURCH TWR
 DN1143  PID         -  DN1143
 DN1143  STATE/COUNTY-  TX/COLLIN
 DN1143  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1143
 DN1143                         *CURRENT SURVEY CONTROL
 DN1143  ___________________________________________________________________
 DN1143* NAD 83(1993)-  33 12 01.55921(N)    096 37 02.98889(W)     ADJUSTED  
 DN1143* NAVD 88     -                                                        
 DN1143  ___________________________________________________________________
 DN1143  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DN1143  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DN1143
 DN1143  HORZ ORDER  -  THIRD
 DN1143
 DN1143.The horizontal coordinates were established by classical geodetic methods
 DN1143.and adjusted by the National Geodetic Survey in February 1996..
 DN1143
 DN1143
 DN1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1143
 DN1143.The geoid height was determined by GEOID03.
 DN1143
 DN1143;                    North         East     Units Scale Factor Converg.
 DN1143;SPC TXNC     - 2,171,651.805   775,495.949   MT  0.99987598   +1 01 36.1
 DN1143;SPC TXNC     - 7,124,827.63  2,544,272.96   sFT  0.99987598   +1 01 36.1
 DN1143;UTM  14      - 3,676,036.579   722,084.745   MT  1.00020815   +1 18 18.4
 DN1143
 DN1143                          SUPERSEDED SURVEY CONTROL
 DN1143
 DN1143  NAD 83(1993)-  33 12 01.56142(N)    096 37 02.98349(W) AD(       ) 4
 DN1143  NAD 83(1986)-  33 12 01.56554(N)    096 37 02.97621(W) AD(       ) 4
 DN1143  NAD 27      -  33 12 01.14900(N)    096 37 02.00700(W) AD(       ) 3
 DN1143
 DN1143.Superseded values are not recommended for survey control.
 DN1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1143.See file dsdata.txt to determine how the superseded data were derived.
 DN1143
 DN1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2208576037(NAD 83)
 DN1143_MARKER: 55 = TOWER
 DN1143
 DN1143  HISTORY     - Date     Condition        Report By
 DN1143  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1143  HISTORY     - 19940709 GOOD             USPSQD
 DN1143
 DN1143                          STATION DESCRIPTION
 DN1143
 DN1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1143'THIS INTERSECTION STATION IS THE TOWER ON THE NE CORNER OF
 DN1143'THE FIRST METHODIST EPISCOPAL CHURCH, IN THE TOWN OF MC KINNEY,
 DN1143'TEXAS.  IT IS ABOUT 35 FEET S OF THE CENTER LINE OF LAMAR
 DN1143'STREET, AND ABOUT 30 FEET W OF THE CENTER LINE OF CHURCH
 DN1143'STREET.  THE RED BRICK CHURCH WAS ERECTED IN 1901 AND THE TOWER
 DN1143'IS QUITE PROMINENT.  THE BUILDING IS ABOUT 35 FEET HIGH.  ABOVE
 DN1143'THE LINE OF THE BUILDING THERE IS A SQUARE GREEN TOWER ABOUT
 DN1143'30 FEET HIGH, WITH TWO TALL NARROW RECTANGULAR WINDOWS ON
 DN1143'EACH SIDE.  THERE ARE OCTAGONAL CONCRETE BUTTRESSES AT EACH
 DN1143'CORNER, WITH TURRETS AT THE TOP, EXTENDING PAST THE TOP OF
 DN1143'THE TOWER.  THERE IS A FLEUR-DE-LIS ORNAMENT AT THE TOP OF
 DN1143'EACH OF THESE ORNAMENTS.  A FLAT LEDGE-LIKE ROOF PROJECTS
 DN1143'HORIZONTALLY ON EACH SIDE AT THE TOP OF THE TOWER.  A
 DN1143'STUBBY GREEN-SHINGLED SPIRE, ABOUT 12 FEET HIGH, WITH WHITE
 DN1143'STRIPING AND CUSPS AT THE INTERSECTION OF THE FACES, HAS A
 DN1143'FLEUR-DE-LIS ORNAMENT AT THE APEX.  THE TOTAL HEIGHT IS ABOUT
 DN1143'80 FEET.
 DN1143
 DN1143                          STATION RECOVERY (1994)
 DN1143
 DN1143'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1147 ***********************************************************************
 DN1147  DESIGNATION -  MC KINNEY FIRST PRESB CH SPIRE
 DN1147  PID         -  DN1147
 DN1147  STATE/COUNTY-  TX/COLLIN
 DN1147  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1147
 DN1147                         *CURRENT SURVEY CONTROL
 DN1147  ___________________________________________________________________
 DN1147* NAD 83(1993)-  33 12 00.09518(N)    096 36 56.45907(W)     ADJUSTED  
 DN1147* NAVD 88     -                                                        
 DN1147  ___________________________________________________________________
 DN1147  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DN1147  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DN1147
 DN1147  HORZ ORDER  -  THIRD
 DN1147
 DN1147.The horizontal coordinates were established by classical geodetic methods
 DN1147.and adjusted by the National Geodetic Survey in February 1996..
 DN1147
 DN1147
 DN1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1147
 DN1147.The geoid height was determined by GEOID03.
 DN1147
 DN1147;                    North         East     Units Scale Factor Converg.
 DN1147;SPC TXNC     - 2,171,609.746   775,665.835   MT  0.99987596   +1 01 39.7
 DN1147;SPC TXNC     - 7,124,689.64  2,544,830.33   sFT  0.99987596   +1 01 39.7
 DN1147;UTM  14      - 3,675,995.332   722,254.889   MT  1.00020908   +1 18 22.0
 DN1147
 DN1147                          SUPERSEDED SURVEY CONTROL
 DN1147
 DN1147  NAD 83(1993)-  33 12 00.09740(N)    096 36 56.45367(W) AD(       ) 4
 DN1147  NAD 83(1986)-  33 12 00.10142(N)    096 36 56.44639(W) AD(       ) 4
 DN1147  NAD 27      -  33 11 59.68800(N)    096 36 55.47900(W) AD(       ) 3
 DN1147
 DN1147.Superseded values are not recommended for survey control.
 DN1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1147.See file dsdata.txt to determine how the superseded data were derived.
 DN1147
 DN1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2225575995(NAD 83)
 DN1147_MARKER: 90 = CHURCH SPIRE
 DN1147
 DN1147  HISTORY     - Date     Condition        Report By
 DN1147  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1147  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN1147
 DN1147                          STATION DESCRIPTION
 DN1147
 DN1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1147'THIS INTERSECTION STATION IS THE SPIRE ON THE SW CORNER OF THE
 DN1147'RED BRICK FIRST PRESBYTERIAN CHURCH, IN THE TOWN OF MC KINNEY,
 DN1147'TEXAS.  IT IS ABOUT 50 FEET E OF THE CENTER LINE OF N KENTUCKY
 DN1147'STREET, ABOUT 195 FEET S OF THE CENTER LINE OF LAMAR STREET.
 DN1147'THE CHURCH WAS ERECTED IN 1927.  THE SPIRE IS VERY PROMINENT.
 DN1147'THE BUILDING AT THE POINT WHERE THE SPIRE SITS, IS ABOUT 20
 DN1147'FEET HIGH.  THE BASE OF THE SPIRE IS AN OCTAGONAL RED BRICK
 DN1147'TOWER ABOUT 35 FEET HIGH, WITH TALL LOUVRED GOTHIC WINDOWS ON
 DN1147'EACH FACE AND SMALL GABLES AT THE TOP ON THE N, E, S, AND W
 DN1147'SIDES.  THE OCTAGONAL SILVER SPIRE IS ABOUT 50 FEET HIGH,
 DN1147'AND HAS AN ORNAMENTAL BALL AT ITS APEX.  THE TOTAL HEIGHT IS
 DN1147'ABOUT 105 FEET.
 DN1147
 DN1147                          STATION RECOVERY (1994)
 DN1147
 DN1147'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1152 ***********************************************************************
 DN1152  DESIGNATION -  MC KINNEY MUN STANDPIPE
 DN1152  PID         -  DN1152
 DN1152  STATE/COUNTY-  TX/COLLIN
 DN1152  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1152
 DN1152                         *CURRENT SURVEY CONTROL
 DN1152  ___________________________________________________________________
 DN1152* NAD 83(1993)-  33 11 28.59921(N)    096 36 53.18141(W)     ADJUSTED  
 DN1152* NAVD 88     -                                                        
 DN1152  ___________________________________________________________________
 DN1152  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DN1152  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DN1152
 DN1152  HORZ ORDER  -  THIRD
 DN1152
 DN1152.The horizontal coordinates were established by classical geodetic methods
 DN1152.and adjusted by the National Geodetic Survey in February 1996..
 DN1152
 DN1152
 DN1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1152
 DN1152.The geoid height was determined by GEOID03.
 DN1152
 DN1152;                    North         East     Units Scale Factor Converg.
 DN1152;SPC TXNC     - 2,170,641.225   775,768.113   MT  0.99987558   +1 01 41.5
 DN1152;SPC TXNC     - 7,121,512.09  2,545,165.88   sFT  0.99987558   +1 01 41.5
 DN1152;UTM  14      - 3,675,026.996   722,361.906   MT  1.00020967   +1 18 22.7
 DN1152
 DN1152                          SUPERSEDED SURVEY CONTROL
 DN1152
 DN1152  NAD 83(1993)-  33 11 28.60141(N)    096 36 53.17592(W) AD(       ) 4
 DN1152  NAD 83(1986)-  33 11 28.60534(N)    096 36 53.16908(W) AD(       ) 4
 DN1152  NAD 27      -  33 11 28.19600(N)    096 36 52.19000(W) AD(       ) 3
 DN1152
 DN1152.Superseded values are not recommended for survey control.
 DN1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1152.See file dsdata.txt to determine how the superseded data were derived.
 DN1152
 DN1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2236275027(NAD 83)
 DN1152_MARKER: 52 = STANDPIPE TANK
 DN1152
 DN1152  HISTORY     - Date     Condition        Report By
 DN1152  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1152  HISTORY     - 1955     GOOD             TXHD
 DN1152  HISTORY     - 19910715 MARK NOT FOUND   USPSQD
 DN1152
 DN1152                          STATION DESCRIPTION
 DN1152
 DN1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1152'THIS INTERSECTION STATION IS THE MUNICIPAL STANDPIPE IN THE
 DN1152'TOWN OF MC KINNEY, TEXAS.  IT IS LOCATED ABOUT 340 FEET W OF
 DN1152'THE CENTER LINE OF CHESTNUT STREET, ABOUT 280 FEET S OF THE
 DN1152'CENTER LINE OF SHORT STREET, ABOUT 250 FEET E OF THE CENTER
 DN1152'LINE OF TENNESSEE STREET.  IT SETS IN A SMALL FENCED ENCLOSURE
 DN1152'ABOUT 35 FEET S OF THE CENTER LINE OF AN ALLEY.  THE STANDPIPE
 DN1152'IS A LARGE BLACK STEEL STRUCTURE, ABOUT 24 FEET IN DIAMETER
 DN1152'AND 120 FEET HIGH.  THE TOP IS FLAT.  THE STANDPIPE WAS
 DN1152'ERECTED IN 1898, AND IS VERY PROMINENT.
 DN1152
 DN1152                          STATION RECOVERY (1955)
 DN1152
 DN1152'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1152'STATION RECOVERED.  STATION IS 32 FT. S OF IDA STREET, AND 270.5
 DN1152'FT. E OF THE BUSINESS ROUTE OF U.S. HIGHWAY 75.  (MC KINNEY
 DN1152'HAS A NEW TANK, AND THIS STANDPIPE MAY BE REMOVED.)
 DN1152
 DN1152                          STATION RECOVERY (1991)
 DN1152
 DN1152'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1145 ***********************************************************************
 DN1145  DESIGNATION -  MC KINNEY NEWSOME BLDG CUPOLA
 DN1145  PID         -  DN1145
 DN1145  STATE/COUNTY-  TX/COLLIN
 DN1145  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1145
 DN1145                         *CURRENT SURVEY CONTROL
 DN1145  ___________________________________________________________________
 DN1145* NAD 83(1993)-  33 11 49.77046(N)    096 36 53.56726(W)     ADJUSTED  
 DN1145* NAVD 88     -                                                        
 DN1145  ___________________________________________________________________
 DN1145  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DN1145  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DN1145
 DN1145  HORZ ORDER  -  THIRD
 DN1145
 DN1145.The horizontal coordinates were established by classical geodetic methods
 DN1145.and adjusted by the National Geodetic Survey in February 1996..
 DN1145
 DN1145
 DN1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1145
 DN1145.The geoid height was determined by GEOID03.
 DN1145
 DN1145;                    North         East     Units Scale Factor Converg.
 DN1145;SPC TXNC     - 2,171,293.099   775,746.420   MT  0.99987583   +1 01 41.3
 DN1145;SPC TXNC     - 7,123,650.78  2,545,094.71   sFT  0.99987583   +1 01 41.3
 DN1145;UTM  14      - 3,675,678.974   722,337.039   MT  1.00020953   +1 18 23.2
 DN1145
 DN1145                          SUPERSEDED SURVEY CONTROL
 DN1145
 DN1145  NAD 83(1993)-  33 11 49.77269(N)    096 36 53.56184(W) AD(       ) 4
 DN1145  NAD 83(1986)-  33 11 49.77645(N)    096 36 53.55506(W) AD(       ) 4
 DN1145  NAD 27      -  33 11 49.35700(N)    096 36 52.58800(W) AD(       ) 3
 DN1145
 DN1145.Superseded values are not recommended for survey control.
 DN1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1145.See file dsdata.txt to determine how the superseded data were derived.
 DN1145
 DN1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2233775679(NAD 83)
 DN1145_MARKER: 86 = CUPOLA
 DN1145
 DN1145  HISTORY     - Date     Condition        Report By
 DN1145  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1145  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN1145
 DN1145                          STATION DESCRIPTION
 DN1145
 DN1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1145'THIS INTERSECTION STATION IS THE CUPOLA ON THE NW CORNER OF THE
 DN1145'NEWSOME BUILDING IN THE TOWN OF MC KINNEY, TEXAS.  THE BUILDING
 DN1145'IS AT THE SE CORNER OF THE SQUARE.  THE CUPOLA IS ABOUT 50
 DN1145'FEET E OF THE CENTER LINE OF TENNESSEE STREET AND ABOUT 45 FEET
 DN1145'S OF THE CENTER LINE OF GREENVILLE STREET.  THE BUILDING WAS
 DN1145'ERECTED IN 1892.  THE CUPOLA IS FAIRLY PROMINENT.  THE BASE
 DN1145'OF THE CUPOLA RESEMBLES A HALF CYLINDER PROJECTING OUT FROM THE
 DN1145'CORNER OF THE BUILDING.  THE BUILDING IS ABOUT 70 FEET HIGH.
 DN1145'THE CUPOLA IS A CONE-SHAPED RED-SHINGLED STRUCTURE ABOUT 25
 DN1145'FEET HIGH.  IT HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS
 DN1145'ABOUT 100 FEET.
 DN1145
 DN1145                          STATION RECOVERY (1994)
 DN1145
 DN1145'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1160 ***********************************************************************
 DN1160  DESIGNATION -  MC KINNEY RAD STA KMAE MAST
 DN1160  PID         -  DN1160
 DN1160  STATE/COUNTY-  TX/COLLIN
 DN1160  USGS QUAD   -  MC KINNEY WEST (1973)
 DN1160
 DN1160                         *CURRENT SURVEY CONTROL
 DN1160  ___________________________________________________________________
 DN1160* NAD 83(1993)-  33 11 47.36144(N)    096 39 09.49419(W)     ADJUSTED  
 DN1160* NAVD 88     -                                                        
 DN1160  ___________________________________________________________________
 DN1160  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DN1160  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN1160
 DN1160  HORZ ORDER  -  THIRD
 DN1160
 DN1160.The horizontal coordinates were established by classical geodetic methods
 DN1160.and adjusted by the National Geodetic Survey in February 1996..
 DN1160
 DN1160
 DN1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1160
 DN1160.The geoid height was determined by GEOID03.
 DN1160
 DN1160;                    North         East     Units Scale Factor Converg.
 DN1160;SPC TXNC     - 2,171,156.370   772,228.028   MT  0.99987581   +1 00 27.1
 DN1160;SPC TXNC     - 7,123,202.19  2,533,551.46   sFT  0.99987581   +1 00 27.1
 DN1160;UTM  14      - 3,675,525.111   718,818.212   MT  1.00019039   +1 17 08.6
 DN1160
 DN1160                          SUPERSEDED SURVEY CONTROL
 DN1160
 DN1160  NAD 83(1993)-  33 11 47.36337(N)    096 39 09.48880(W) AD(       ) 4
 DN1160  NAD 83(1986)-  33 11 47.36758(N)    096 39 09.48188(W) AD(       ) 4
 DN1160  NAD 27      -  33 11 46.95100(N)    096 39 08.50900(W) AD(       ) 3
 DN1160
 DN1160.Superseded values are not recommended for survey control.
 DN1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1160.See file dsdata.txt to determine how the superseded data were derived.
 DN1160
 DN1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1881875525(NAD 83)
 DN1160_MARKER: 42 = RADIO/TV MAST
 DN1160
 DN1160  HISTORY     - Date     Condition        Report By
 DN1160  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1160  HISTORY     - 19910713 MARK NOT FOUND   USPSQD
 DN1160
 DN1160                          STATION DESCRIPTION
 DN1160
 DN1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1160'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF MC KINNEY
 DN1160'AND ABOUT 1.0 MILE SOUTH OF TEXAS HIGHWAY NO. 24, NEAR A
 DN1160'SMALL BUILDING.
 DN1160'
 DN1160'THE MAST IS 180 FEET IN HEIGHT AND HAS A LIGHT ON THE TOP.
 DN1160'THE TOP OF THE MAST WAS INTERSECTED.
 DN1160'
 DN1160'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN MC KINNEY,
 DN1160'GO NORTH ON BUSINESS ROUTE NO. 75 FOR 0.05 MILE TO STOP
 DN1160'LIGHT, TURN LEFT ON HUNT STREET AND GO WEST FOR 0.8 MILE
 DN1160'TO GRAVES STREET, TURN LEFT ON GRAVES STREET AND FOLLOW
 DN1160'MAIN ROAD FOR 1.7 MILES TO DRIVE WAY, TURN RIGHT FOR 0.05
 DN1160'MILE TO THE STATION AS DESCRIBED.
 DN1160
 DN1160                          STATION RECOVERY (1991)
 DN1160
 DN1160'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1148 ***********************************************************************
 DN1148  DESIGNATION -  MC KINNEY TEX TEXTILE MILL STK
 DN1148  PID         -  DN1148
 DN1148  STATE/COUNTY-  TX/COLLIN
 DN1148  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1148
 DN1148                         *CURRENT SURVEY CONTROL
 DN1148  ___________________________________________________________________
 DN1148* NAD 83(1993)-  33 11 03.79563(N)    096 36 41.89550(W)     ADJUSTED  
 DN1148* NAVD 88     -                                                        
 DN1148  ___________________________________________________________________
 DN1148  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DN1148  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DN1148
 DN1148  HORZ ORDER  -  THIRD
 DN1148
 DN1148.The horizontal coordinates were established by classical geodetic methods
 DN1148.and adjusted by the National Geodetic Survey in February 1996..
 DN1148
 DN1148
 DN1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1148
 DN1148.The geoid height was determined by GEOID03.
 DN1148
 DN1148;                    North         East     Units Scale Factor Converg.
 DN1148;SPC TXNC     - 2,169,882.552   776,074.103   MT  0.99987530   +1 01 47.6
 DN1148;SPC TXNC     - 7,119,023.01  2,546,169.79   sFT  0.99987530   +1 01 47.6
 DN1148;UTM  14      - 3,674,269.562   722,671.676   MT  1.00021137   +1 18 28.0
 DN1148
 DN1148                          SUPERSEDED SURVEY CONTROL
 DN1148
 DN1148  NAD 83(1993)-  33 11 03.79785(N)    096 36 41.88997(W) AD(       ) 4
 DN1148  NAD 83(1986)-  33 11 03.80181(N)    096 36 41.88309(W) AD(       ) 4
 DN1148  NAD 27      -  33 11 03.38200(N)    096 36 40.91600(W) AD(       ) 3
 DN1148
 DN1148.Superseded values are not recommended for survey control.
 DN1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1148.See file dsdata.txt to determine how the superseded data were derived.
 DN1148
 DN1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2267274270(NAD 83)
 DN1148_MARKER: 63 = STACK
 DN1148
 DN1148  HISTORY     - Date     Condition        Report By
 DN1148  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1148  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN1148
 DN1148                          STATION DESCRIPTION
 DN1148
 DN1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1148'THIS INTERSECTION STATION IS THE STACK ON THE SW CORNER OF
 DN1148'THE POWER HOUSE AT THE TEXAS TEXTILE MILLS, INCORPORATED,
 DN1148'IN THE TOWN OF MC KINNEY, TEXAS.  IT IS ABOUT 360 FEET N OF
 DN1148'THE CENTER LINE OF ANDERSON STREET, ABOUT 190 FEET E OF THE
 DN1148'E END OF FOWLER STREET.  IT WAS ERECTED IN 1910 AND IS FAIRLY
 DN1148'PROMINENT.  THE SECTION OF THE POWER HOUSE ON WHICH THE STACK
 DN1148'SETS IS ABOUT 25 FEET HIGH.  THE STACK IS A WHITE CONCRETE
 DN1148'STRUCTURE, ABOUT 14 FEET IN DIAMETER AT THE BASE, ABOUT 8 FEET
 DN1148'IN DIAMETER AT THE TOP, ABOUT 75 FEET HIGH, AND WITH A HEAVY
 DN1148'COLLAR AROUND THE TOP.  THE TOTAL HEIGHT IS ABOUT 100 FEET.
 DN1148
 DN1148                          STATION RECOVERY (1994)
 DN1148
 DN1148'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1149 ***********************************************************************
 DN1149  DESIGNATION -  MC KINNEY TEX TEXTILE SHORT TK
 DN1149  PID         -  DN1149
 DN1149  STATE/COUNTY-  TX/COLLIN
 DN1149  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1149
 DN1149                         *CURRENT SURVEY CONTROL
 DN1149  ___________________________________________________________________
 DN1149* NAD 83(1993)-  33 11 01.89024(N)    096 36 41.38838(W)     ADJUSTED  
 DN1149* NAVD 88     -                                                        
 DN1149  ___________________________________________________________________
 DN1149  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DN1149  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DN1149
 DN1149  HORZ ORDER  -  THIRD
 DN1149
 DN1149.The horizontal coordinates were established by classical geodetic methods
 DN1149.and adjusted by the National Geodetic Survey in February 1996..
 DN1149
 DN1149
 DN1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1149
 DN1149.The geoid height was determined by GEOID03.
 DN1149
 DN1149;                    North         East     Units Scale Factor Converg.
 DN1149;SPC TXNC     - 2,169,824.104   776,088.291   MT  0.99987527   +1 01 47.9
 DN1149;SPC TXNC     - 7,118,831.25  2,546,216.33   sFT  0.99987527   +1 01 47.9
 DN1149;UTM  14      - 3,674,211.164   722,686.153   MT  1.00021145   +1 18 28.2
 DN1149
 DN1149                          SUPERSEDED SURVEY CONTROL
 DN1149
 DN1149  NAD 83(1993)-  33 11 01.89248(N)    096 36 41.38286(W) AD(       ) 4
 DN1149  NAD 83(1986)-  33 11 01.89656(N)    096 36 41.37608(W) AD(       ) 4
 DN1149  NAD 27      -  33 11 01.48400(N)    096 36 40.39600(W) AD(       ) 3
 DN1149
 DN1149.Superseded values are not recommended for survey control.
 DN1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1149.See file dsdata.txt to determine how the superseded data were derived.
 DN1149
 DN1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2268674211(NAD 83)
 DN1149_MARKER: 53 = ELEVATED TANK
 DN1149
 DN1149  HISTORY     - Date     Condition        Report By
 DN1149  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1149  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN1149
 DN1149                          STATION DESCRIPTION
 DN1149
 DN1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1149'THIS INTERSECTION STATION IS THE SHORTER OF TWO TANKS AT THE
 DN1149'TEXAS TEXTILE MILLS, INCORPORATED, IN THE TOWN OF MC KINNEY,
 DN1149'TEXAS.  IT IS DIRECTLY S OF THE MAIN BUILDINGS OF THE MILLS,
 DN1149'WHICH ARE ON THE S SIDE OF ELM STREET.  THE TANK IS ABOUT 90
 DN1149'FEET N OF THE CENTER LINE OF ANDERSON STREET, ABOUT 220 FEET
 DN1149'E OF THE E END OF FOWLER STREET.  IT WAS ERECTED IN 1927 AND IS
 DN1149'FAIRLY PROMINENT.  THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90
 DN1149'FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.
 DN1149'THE VERTICAL SECTION IS ABOUT 25 FEET HIGH WITH A CATWALK AND
 DN1149'RAIL AROUND ITS BASE.  THE CONICAL ROOF HAS A BALL AT ITS
 DN1149'APEX.  THE TOTAL HEIGHT IS ABOUT 120 FEET.  THE ENTIRE TANK
 DN1149'IS BLACK IN COLOR.
 DN1149
 DN1149                          STATION RECOVERY (1994)
 DN1149
 DN1149'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1150 ***********************************************************************
 DN1150  DESIGNATION -  MC KINNEY TEX TEXTILE TALL TK
 DN1150  PID         -  DN1150
 DN1150  STATE/COUNTY-  TX/COLLIN
 DN1150  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1150
 DN1150                         *CURRENT SURVEY CONTROL
 DN1150  ___________________________________________________________________
 DN1150* NAD 83(1993)-  33 11 02.07297(N)    096 36 40.91674(W)     ADJUSTED  
 DN1150* NAVD 88     -                                                        
 DN1150  ___________________________________________________________________
 DN1150  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DN1150  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DN1150
 DN1150  HORZ ORDER  -  THIRD
 DN1150
 DN1150.The horizontal coordinates were established by classical geodetic methods
 DN1150.and adjusted by the National Geodetic Survey in February 1996..
 DN1150
 DN1150
 DN1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1150
 DN1150.The geoid height was determined by GEOID03.
 DN1150
 DN1150;                    North         East     Units Scale Factor Converg.
 DN1150;SPC TXNC     - 2,169,829.951   776,100.404   MT  0.99987528   +1 01 48.2
 DN1150;SPC TXNC     - 7,118,850.43  2,546,256.08   sFT  0.99987528   +1 01 48.2
 DN1150;UTM  14      - 3,674,217.072   722,698.242   MT  1.00021151   +1 18 28.5
 DN1150
 DN1150                          SUPERSEDED SURVEY CONTROL
 DN1150
 DN1150  NAD 83(1993)-  33 11 02.07522(N)    096 36 40.91123(W) AD(       ) 4
 DN1150  NAD 83(1986)-  33 11 02.07936(N)    096 36 40.90448(W) AD(       ) 4
 DN1150  NAD 27      -  33 11 01.63200(N)    096 36 39.90100(W) AD(       ) 3
 DN1150
 DN1150.Superseded values are not recommended for survey control.
 DN1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1150.See file dsdata.txt to determine how the superseded data were derived.
 DN1150
 DN1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2269874217(NAD 83)
 DN1150_MARKER: 53 = ELEVATED TANK
 DN1150
 DN1150  HISTORY     - Date     Condition        Report By
 DN1150  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1150  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN1150
 DN1150                          STATION DESCRIPTION
 DN1150
 DN1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1150'THIS INTERSECTION STATION IS THE TALLER OF TWO TANKS AT THE
 DN1150'TEXAS TEXTILE MILLS, INCORPORATED, IN THE TOWN OF MC KINNEY,
 DN1150'TEXAS.  IT IS DIRECTLY S OF THE MAIN BUILDINGS OF THE MILLS,
 DN1150'WHICH ARE ON THE S SIDE OF ELM STREET.  THE TANK IS ABOUT 120
 DN1150'FEET N OF THE CENTER LINE OF ANDERSON STREET, AND ABOUT 250
 DN1150'FEET E OF THE E END OF FOWLER STREET.  THE TANK WAS ERECTED IN
 DN1150'1920, AND IS QUITE PROMINENT.  THE TANK HAS FOUR BLACK
 DN1150'TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE OVAL SECTION EXTENDS
 DN1150'DOWNWARD ABOUT 15 FEET.  THE BLACK VERTICAL SECTION IS
 DN1150'ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL AROUND ITS BASE.
 DN1150'THE RED CONICAL TOP HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT
 DN1150'IS ABOUT 155 FEET.
 DN1150
 DN1150                          STATION RECOVERY (1994)
 DN1150
 DN1150'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0992 ***********************************************************************
 CD0992  DESIGNATION -  MC KITTRICK
 CD0992  PID         -  CD0992
 CD0992  STATE/COUNTY-  TX/CULBERSON
 CD0992  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0992
 CD0992                         *CURRENT SURVEY CONTROL
 CD0992  ___________________________________________________________________
 CD0992* NAD 83(1993)-  31 59 48.31446(N)    104 45 39.34844(W)     ADJUSTED  
 CD0992* NAVD 88     -      2153.8    (meters)    7066.     (feet)  VERTCON   
 CD0992  ___________________________________________________________________
 CD0992  LAPLACE CORR-          -8.78  (seconds)                    DEFLEC99
 CD0992  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 CD0992
 CD0992  HORZ ORDER  -  THIRD
 CD0992
 CD0992.The horizontal coordinates were established by classical geodetic methods
 CD0992.and adjusted by the National Geodetic Survey in February 1996..
 CD0992
 CD0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0992
 CD0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0992
 CD0992.The geoid height was determined by GEOID03.
 CD0992
 CD0992;                    North         East     Units Scale Factor Converg.
 CD0992;SPC TX C     - 3,266,642.785   281,704.621   MT  1.00003244   -2 16 49.7
 CD0992;SPC TX C     -10,717,310.54    924,225.91   sFT  1.00003244   -2 16 49.7
 CD0992;UTM  13      - 3,540,100.864   522,582.252   MT  0.99960629   +0 07 36.0
 CD0992
 CD0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0992!SPC TX C     -   0.99966547  x   1.00003244  =   0.99969790
 CD0992!UTM  13      -   0.99966547  x   0.99960629  =   0.99927189
 CD0992
 CD0992:                Primary Azimuth Mark                     Grid Az
 CD0992:SPC TX C     -  BUSH                                     238 50 50.6
 CD0992:UTM  13      -  BUSH                                     236 26 24.9
 CD0992
 CD0992|---------------------------------------------------------------------|
 CD0992| PID    Reference Object                     Distance      Geod. Az  |
 CD0992|                                                           dddmmss.s |
 CD0992| CD1000 BUSH                                APPROX.13.5 KM 2363400.9 |
 CD0992|---------------------------------------------------------------------|
 CD0992
 CD0992                          SUPERSEDED SURVEY CONTROL
 CD0992
 CD0992  NAD 83(1993)-  31 59 48.31518(N)    104 45 39.34769(W) AD(       ) 3
 CD0992  NAD 83(1986)-  31 59 48.31588(N)    104 45 39.34697(W) AD(       ) 3
 CD0992  NAD 27      -  31 59 47.92696(N)    104 45 37.53570(W) AD(       ) 3
 CD0992  NGVD 29 (07/19/86) 2153.1    (m)         7064.     (f) VERT ANG       
 CD0992
 CD0992.Superseded values are not recommended for survey control.
 CD0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0992.See file dsdata.txt to determine how the superseded data were derived.
 CD0992
 CD0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER2258240101(NAD 83)
 CD0992
 CD0992  HISTORY     - Date     Condition        Report By
 CD0992  HISTORY     - UNK      MONUMENTED
 CD0992  HISTORY     - 1974     GOOD             USGS
 CD0992
 CD0992                          STATION DESCRIPTION
 CD0992
 CD0992'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (JTD)
 CD0992'ON EXTREME END OF WHERE THE E. RIM OF GUADALUPE MOUNTAINS MEETS THE
 CD0992'N. RIM OF MCKITTRICK CANYON.  APPROXIMATELY 1 MI. NE. OF WALLACE
 CD0992'PRATTS STONE HOUSE IN MCKITTRICK CANYON.  STATION IS REACHED BY
 CD0992'LEAVING CARLSBAD - EL PASO HIGHWAY 11 MI. NE. OF FRIJOLE, TEXAS, ON
 CD0992'A RANCH RD. WHICH LEADS W. 6 MI. TO WHERE MCKITTRICK CANYON LEAVES
 CD0992'MOUNTAINS.  CLIMB FIRST RIDGE ON E. RIM N. OF CANYON.  MCKITTRICK
 CD0992'CANYON FURNISHES ABUNDANCE OF GOOD WATER.
 CD0992'
 CD0992'STATION MARK--STANDARD TABLET CEMENTED IN RIM ROCK, STAMPED ---R
 CD0992'1932---.
 CD0992'
 CD0992'REFERENCE MARK--A STANDARD REFERENCE MARK TABLET CEMENTED IN RIM ROCK
 CD0992'AND LOCATED 37.20 FT. FROM THE STATION, S 68 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1985 ***********************************************************************
 FL1985  DESIGNATION -  MC LEAN MUNICIPAL TANK
 FL1985  PID         -  FL1985
 FL1985  STATE/COUNTY-  TX/GRAY
 FL1985  USGS QUAD   -  MC LEAN (1978)
 FL1985
 FL1985                         *CURRENT SURVEY CONTROL
 FL1985  ___________________________________________________________________
 FL1985* NAD 83(1993)-  35 13 58.55055(N)    100 35 56.84847(W)     ADJUSTED  
 FL1985* NAVD 88     -                                                        
 FL1985  ___________________________________________________________________
 FL1985  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FL1985  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL1985
 FL1985  HORZ ORDER  -  THIRD
 FL1985
 FL1985.The horizontal coordinates were established by classical geodetic methods
 FL1985.and adjusted by the National Geodetic Survey in February 1996..
 FL1985
 FL1985
 FL1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1985
 FL1985.The geoid height was determined by GEOID03.
 FL1985
 FL1985;                    North         East     Units Scale Factor Converg.
 FL1985;SPC TX N     - 1,137,150.702   281,997.519   MT  0.99991606   +0 31 19.5
 FL1985;SPC TX N     - 3,730,801.93    925,186.86   sFT  0.99991606   +0 31 19.5
 FL1985;UTM  14      - 3,900,046.358   354,485.590   MT  0.99986096   -0 55 21.7
 FL1985
 FL1985                          SUPERSEDED SURVEY CONTROL
 FL1985
 FL1985  NAD 83(1993)-  35 13 58.55210(N)    100 35 56.84732(W) AD(       ) 4
 FL1985  NAD 83(1986)-  35 13 58.55453(N)    100 35 56.83877(W) AD(       ) 4
 FL1985  NAD 27      -  35 13 58.37000(N)    100 35 55.35700(W) AD(       ) 3
 FL1985
 FL1985.Superseded values are not recommended for survey control.
 FL1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1985.See file dsdata.txt to determine how the superseded data were derived.
 FL1985
 FL1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5448600046(NAD 83)
 FL1985_MARKER: 53 = ELEVATED TANK
 FL1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FL1985+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FL1985
 FL1985  HISTORY     - Date     Condition        Report By
 FL1985  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1985  HISTORY     - 1970     GOOD             USAF
 FL1985  HISTORY     - 20050803 GOOD             GEOCAC
 FL1985
 FL1985                          STATION DESCRIPTION
 FL1985
 FL1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FL1985'A PROMINENT, SILVER-COLORED, ELEVATED WATER TANK IN MC LEAN.
 FL1985'IT IS APPROXIMATELY IN CENTER OF TOWN, IS ONLY SUCH TANK IN
 FL1985'THE VICINITY AND IS ABOUT 150 FEET HIGH.  THE BALL ON TOP
 FL1985'CENTER WAS THE POINT OBSERVED ON.
 FL1985
 FL1985                          STATION RECOVERY (1970)
 FL1985
 FL1985'RECOVERY NOTE BY US AIR FORCE 1970
 FL1985'STATION RECOVERED IN GOOD CONDITION.
 FL1985
 FL1985                          STATION RECOVERY (2005)
 FL1985
 FL1985'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FL1985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1986 ***********************************************************************
 FL1986  DESIGNATION -  MC LEAN POW CAMP WATER TANK
 FL1986  PID         -  FL1986
 FL1986  STATE/COUNTY-  TX/GRAY
 FL1986  USGS QUAD   -  MC LEAN (1978)
 FL1986
 FL1986                         *CURRENT SURVEY CONTROL
 FL1986  ___________________________________________________________________
 FL1986* NAD 83(1993)-  35 14 54.23421(N)    100 32 53.09728(W)     ADJUSTED  
 FL1986* NAVD 88     -                                                        
 FL1986  ___________________________________________________________________
 FL1986  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FL1986  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FL1986
 FL1986  HORZ ORDER  -  THIRD
 FL1986
 FL1986.The horizontal coordinates were established by classical geodetic methods
 FL1986.and adjusted by the National Geodetic Survey in February 1996..
 FL1986
 FL1986
 FL1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1986
 FL1986.The geoid height was determined by GEOID03.
 FL1986
 FL1986;                    North         East     Units Scale Factor Converg.
 FL1986;SPC TX N     - 1,138,910.072   286,626.691   MT  0.99991523   +0 33 06.0
 FL1986;SPC TX N     - 3,736,574.13    940,374.40   sFT  0.99991523   +0 33 06.0
 FL1986;UTM  14      - 3,901,688.329   359,157.363   MT  0.99984447   -0 53 36.9
 FL1986
 FL1986                          SUPERSEDED SURVEY CONTROL
 FL1986
 FL1986  NAD 83(1993)-  35 14 54.23535(N)    100 32 53.09661(W) AD(       ) 4
 FL1986  NAD 83(1986)-  35 14 54.23857(N)    100 32 53.08823(W) AD(       ) 4
 FL1986  NAD 27      -  35 14 54.06200(N)    100 32 51.61200(W) AD(       ) 3
 FL1986
 FL1986.Superseded values are not recommended for survey control.
 FL1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1986.See file dsdata.txt to determine how the superseded data were derived.
 FL1986
 FL1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5915701688(NAD 83)
 FL1986_MARKER: 53 = ELEVATED TANK
 FL1986
 FL1986  HISTORY     - Date     Condition        Report By
 FL1986  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1986  HISTORY     - 1970     GOOD             USAF
 FL1986
 FL1986                          STATION DESCRIPTION
 FL1986
 FL1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1986'A METAL TANK SUPPORTED BY WOODEN FRAMEWORK ON THE OLD PRISON
 FL1986'WAR CAMP LOCATED ABOUT 3.5 MILES EAST AND 1.5 MILES NORTH OF
 FL1986'MC LEAN AND ABOUT 0.5 MILE WEST OF THE GRAY-WHEELER COUNTY
 FL1986'LINE.  TANK IS PAINTED IN BLACK AND YELLOW SQUARES AND IS ABOUT
 FL1986'100 FEET HIGH.  TOP CENTER WAS POINT OBSERVED ON.
 FL1986
 FL1986                          STATION RECOVERY (1970)
 FL1986
 FL1986'RECOVERY NOTE BY US AIR FORCE 1970
 FL1986'WATER TANK HAS BEEN TORN DOWN AND A NEW ONE ERECTED.  THE OLD
 FL1986'CAMP AREA IS NOW OCCUPIED BY PANTEX GAS CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1605 ***********************************************************************
 AH1605  DESIGNATION -  MC NEILLS P E HOUSE WINDMILL
 AH1605  PID         -  AH1605
 AH1605  STATE/COUNTY-  TX/JIM WELLS
 AH1605  USGS QUAD   -  ORANGE GROVE (1979)
 AH1605
 AH1605                         *CURRENT SURVEY CONTROL
 AH1605  ___________________________________________________________________
 AH1605* NAD 83(1993)-  27 59 38.76156(N)    097 54 42.75955(W)     ADJUSTED  
 AH1605* NAVD 88     -                                                        
 AH1605  ___________________________________________________________________
 AH1605  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AH1605  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AH1605
 AH1605  HORZ ORDER  -  THIRD
 AH1605
 AH1605.The horizontal coordinates were established by classical geodetic methods
 AH1605.and adjusted by the National Geodetic Survey in February 1996..
 AH1605
 AH1605
 AH1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1605
 AH1605.The geoid height was determined by GEOID03.
 AH1605
 AH1605;                    North         East     Units Scale Factor Converg.
 AH1605;SPC TX S     - 5,258,008.293   357,854.337   MT  1.00004465   +0 16 01.2
 AH1605;SPC TX S     -17,250,648.87  1,174,060.44   sFT  1.00004465   +0 16 01.2
 AH1605;SPC TXSC     - 4,018,316.892   707,048.422   MT  1.00013445   +0 31 59.1
 AH1605;SPC TXSC     -13,183,428.00  2,319,708.03   sFT  1.00013445   +0 31 59.1
 AH1605;UTM  14      - 3,097,025.774   606,996.385   MT  0.99974130   +0 30 38.9
 AH1605
 AH1605                          SUPERSEDED SURVEY CONTROL
 AH1605
 AH1605  NAD 83(1986)-  27 59 38.76849(N)    097 54 42.73931(W) AD(       ) 4
 AH1605  NAD 27      -  27 59 37.71300(N)    097 54 41.74100(W) AD(       ) 3
 AH1605
 AH1605.Superseded values are not recommended for survey control.
 AH1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1605.See file dsdata.txt to determine how the superseded data were derived.
 AH1605
 AH1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0699697026(NAD 83)
 AH1605_MARKER: 66 = WINDMILL
 AH1605
 AH1605  HISTORY     - Date     Condition        Report By
 AH1605  HISTORY     - 1905     FIRST OBSERVED   CGS
 AH1605
 AH1605                          STATION DESCRIPTION
 AH1605
 AH1605'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0985 ***********************************************************************
 CU0985  DESIGNATION -  MC WHORTER
 CU0985  PID         -  CU0985
 CU0985  STATE/COUNTY-  TX/STERLING
 CU0985  USGS QUAD   -  MC WHORTER MOUNTAIN (1959)
 CU0985
 CU0985                         *CURRENT SURVEY CONTROL
 CU0985  ___________________________________________________________________
 CU0985* NAD 83(1993)-  32 01 51.84828(N)    100 53 46.81337(W)     ADJUSTED  
 CU0985* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 CU0985  ___________________________________________________________________
 CU0985  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CU0985  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 CU0985
 CU0985  HORZ ORDER  -  THIRD
 CU0985
 CU0985.The horizontal coordinates were established by classical geodetic methods
 CU0985.and adjusted by the National Geodetic Survey in February 1996..
 CU0985
 CU0985.The orthometric height was scaled from a topographic map.
 CU0985
 CU0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0985
 CU0985.The geoid height was determined by GEOID03.
 CU0985
 CU0985;                    North         East     Units Scale Factor Converg.
 CU0985;SPC TX C     - 3,262,257.051   646,815.896   MT  1.00004303   -0 17 23.9
 CU0985;SPC TX C     -10,702,921.67  2,122,095.15   sFT  1.00004303   -0 17 23.9
 CU0985;UTM  14      - 3,545,451.552   320,926.846   MT  0.99999548   -1 00 21.8
 CU0985
 CU0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0985!SPC TX C     -   0.99988429  x   1.00004303  =   0.99992732
 CU0985!UTM  14      -   0.99988429  x   0.99999548  =   0.99987978
 CU0985
 CU0985:                Primary Azimuth Mark                     Grid Az
 CU0985:SPC TX C     -  GOAT                                     115 56 50.3
 CU0985:UTM  14      -  GOAT                                     116 39 48.2
 CU0985
 CU0985|---------------------------------------------------------------------|
 CU0985| PID    Reference Object                     Distance      Geod. Az  |
 CU0985|                                                           dddmmss.s |
 CU0985| CB0926 GOAT                                APPROX.12.2 KM 1153926.4 |
 CU0985| CU0988 SPADE WATER TANK SEC                APPROX.13.0 KM 3270449.0 |
 CU0985|---------------------------------------------------------------------|
 CU0985
 CU0985                          SUPERSEDED SURVEY CONTROL
 CU0985
 CU0985  NAD 83(1986)-  32 01 51.85225(N)    100 53 46.80405(W) AD(       ) 3
 CU0985  NAD 27      -  32 01 51.35984(N)    100 53 45.38409(W) AD(       ) 3
 CU0985
 CU0985.Superseded values are not recommended for survey control.
 CU0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0985.See file dsdata.txt to determine how the superseded data were derived.
 CU0985
 CU0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA2092745452(NAD 83)
 CU0985_MARKER: DD = SURVEY DISK
 CU0985_SETTING: 66 = SET IN ROCK OUTCROP
 CU0985_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CU0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0985+STABILITY: POSITION/ELEVATION WELL
 CU0985
 CU0985  HISTORY     - Date     Condition        Report By
 CU0985  HISTORY     - 1958     MONUMENTED       USGS
 CU0985
 CU0985                          STATION DESCRIPTION
 CU0985
 CU0985'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CU0985'STATION LOCATED APPROXIMATELY 25 MI. S. AND 2 MI. W. OF COLORADO
 CU0985'CITY, ABOUT 7 MI. E. OF STATE HIGHWAY 163 ON MCWHORTER MOUNTAIN.
 CU0985'
 CU0985'TO REACH FROM INTERSECTION OF STATE HIGHWAY 163 AND U.S. HIGHWAY 80
 CU0985'IN COLORADO CITY, GO S. ON HIGHWAY 163 28.0 MI., THENCE LEFT AT
 CU0985'T-RD., LEAVING HIGHWAY 1.0 MI. TO Y-RD., THENCE LEFT 6.7 MI. TO
 CU0985'ABANDONED RANCH HOUSE, THENCE E. ON BLADED DIRT RD. 0.6 MI. TO
 CU0985'SADDLE AND END OF TRUCK TRAVEL.  PACK N. UP STEEP SLOPE TO TOP OF
 CU0985'MCWHORTER MOUNTAIN AND STATION, ABOUT 10 MINUTE PACK.
 CU0985'
 CU0985'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN BEDROCK,
 CU0985'STAMPED ---MCWHORTER 1958 VABM 2513---.
 CU0985'
 CU0985'REFERENCE MARK NO. 1--DRILL HOLE IN ROCK LEDGE, 34.0 FT. FROM STATION,
 CU0985'N 02 DEG 50 MIN W.
 CU0985'
 CU0985'REFERENCE MARK NO. 2--CHISELED CROSS IN ROCK LEDGE, 23.8 FT. FROM
 CU0985'STATION, N 72 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0995 ***********************************************************************
 CT0995  DESIGNATION -  MCADAMS
 CT0995  PID         -  CT0995
 CT0995  STATE/COUNTY-  TX/PALO PINTO
 CT0995  USGS QUAD   -  COSTELLO ISLAND (1984)
 CT0995
 CT0995                         *CURRENT SURVEY CONTROL
 CT0995  ___________________________________________________________________
 CT0995* NAD 83(1993)-  32 53 38.72999(N)    098 25 22.98497(W)     ADJUSTED  
 CT0995* NAVD 88     -       425.0    (meters)    1394.     (feet)  VERTCON   
 CT0995  ___________________________________________________________________
 CT0995  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CT0995  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CT0995
 CT0995  HORZ ORDER  -  THIRD
 CT0995
 CT0995.The horizontal coordinates were established by classical geodetic methods
 CT0995.and adjusted by the National Geodetic Survey in February 1996..
 CT0995
 CT0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0995
 CT0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0995
 CT0995.The geoid height was determined by GEOID03.
 CT0995
 CT0995;                    North         East     Units Scale Factor Converg.
 CT0995;SPC TXNC     - 2,136,111.404   607,198.784   MT  0.99987638   +0 02 31.1
 CT0995;SPC TXNC     - 7,008,225.50  1,992,118.01   sFT  0.99987638   +0 02 31.1
 CT0995;UTM  14      - 3,639,693.586   553,960.812   MT  0.99963590   +0 18 48.0
 CT0995
 CT0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0995!SPC TXNC     -   0.99993788  x   0.99987638  =   0.99981427
 CT0995!UTM  14      -   0.99993788  x   0.99963590  =   0.99957380
 CT0995
 CT0995:                Primary Azimuth Mark                     Grid Az
 CT0995:SPC TXNC     -  BRAZOS                                   280 22 25.0
 CT0995:UTM  14      -  BRAZOS                                   280 06 08.1
 CT0995
 CT0995|---------------------------------------------------------------------|
 CT0995| PID    Reference Object                     Distance      Geod. Az  |
 CT0995|                                                           dddmmss.s |
 CT0995| CT1028 BRAZOS                              APPROX. 7.7 KM 2802456.1 |
 CT0995|---------------------------------------------------------------------|
 CT0995
 CT0995                          SUPERSEDED SURVEY CONTROL
 CT0995
 CT0995  NAD 83(1993)-  32 53 38.73118(N)    098 25 22.97361(W) AD(       ) 3
 CT0995  NAD 83(1986)-  32 53 38.73617(N)    098 25 22.97024(W) AD(       ) 3
 CT0995  NAD 27      -  32 53 38.29680(N)    098 25 21.78205(W) AD(       ) 3
 CT0995  NGVD 29 (07/19/86)  424.9    (m)         1394.     (f) VERT ANG       
 CT0995
 CT0995.Superseded values are not recommended for survey control.
 CT0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0995.See file dsdata.txt to determine how the superseded data were derived.
 CT0995
 CT0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5396139694(NAD 83)
 CT0995_MARKER: DD = SURVEY DISK
 CT0995_SETTING: 0 = UNSPECIFIED SETTING
 CT0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0995
 CT0995  HISTORY     - Date     Condition        Report By
 CT0995  HISTORY     - 1957     MONUMENTED       USGS
 CT0995  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT0995
 CT0995                          STATION DESCRIPTION
 CT0995
 CT0995'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CT0995'STATION IS LOCATED ABOUT 10.0 MI. (AIRLINE) SW. OF GRAFORD, PALO PINTO
 CT0995'CO., TEXAS, AND ABOUT 1.5 MI. (AIRLINE) N. OF MORRIS SHEPPARD DAM ON A
 CT0995'PROMINENT TOP KNOWN LOCALLY AS MCADAMS PEAK.
 CT0995'
 CT0995'TO REACH FROM JUNCTION OF TEXAS HIGHWAY 254 AND FARM ROAD 206, IN
 CT0995'GRAFORD, PROCEED W-SW. 1.6 MI. TO JUNCTION TEXAS HIGHWAY 254 AND FARM
 CT0995'ROAD 4, CONTINUE W. ON TEXAS HIGHWAY 254 TO JUNCTION TEXAS HIGHWAY 254
 CT0995'AND 16, GO SW. ON HIGHWAY 16 TO JUNCTION TEXAS HIGHWAY 16 AND PARK
 CT0995'ROAD 36, CONTINUE SW. ON HIGHWAY 16 2.3 MI. TO T-RD. W., GO W. ON
 CT0995'GRAVEL RD. 0.7 MI. TO FORK, TURN RIGHT AND CONTINUE 0.6 MI. TO AN
 CT0995'ALUMINUM GATE AND FIELD RD. E., GO THROUGH GATE AND CONTINUE SE. .15
 CT0995'MI. TO FIELD RD. FORK, TURN LEFT AND GO 0.5 MI. TO ROCKY DRAIN
 CT0995'CROSSING, LEAVE TRUCK HERE AND WALK N. TO HIGHEST POINT AND STATION,
 CT0995'ABOUT A 15 MINUTE PACK.
 CT0995'
 CT0995'STATION MARK--A STANDARD USGS ALUMINUM TABLET CEMENTED IN ROCK LEDGE
 CT0995'LEVEL WITH SURROUNDING GROUND, STAMPED ---MCADAMS 1957---.
 CT0995
 CT0995                          STATION RECOVERY (2005)
 CT0995
 CT0995'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1236 ***********************************************************************
 CT1236  DESIGNATION -  MCADAMS PEAK
 CT1236  PID         -  CT1236
 CT1236  STATE/COUNTY-  TX/PALO PINTO
 CT1236  USGS QUAD   -  COSTELLO ISLAND (1984)
 CT1236
 CT1236                         *CURRENT SURVEY CONTROL
 CT1236  ___________________________________________________________________
 CT1236* NAD 83(1993)-  32 53 38.75174(N)    098 25 22.79786(W)     ADJUSTED  
 CT1236* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 CT1236  ___________________________________________________________________
 CT1236  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CT1236  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CT1236
 CT1236  HORZ ORDER  -  THIRD
 CT1236
 CT1236.The horizontal coordinates were established by classical geodetic methods
 CT1236.and adjusted by the National Geodetic Survey in February 1996..
 CT1236
 CT1236.The orthometric height was scaled from a topographic map.
 CT1236
 CT1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1236
 CT1236.The geoid height was determined by GEOID03.
 CT1236
 CT1236;                    North         East     Units Scale Factor Converg.
 CT1236;SPC TXNC     - 2,136,112.078   607,203.646   MT  0.99987638   +0 02 31.2
 CT1236;SPC TXNC     - 7,008,227.71  1,992,133.96   sFT  0.99987638   +0 02 31.2
 CT1236;UTM  14      - 3,639,694.283   553,965.670   MT  0.99963591   +0 18 48.1
 CT1236
 CT1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1236!SPC TXNC     -   0.99993786  x   0.99987638  =   0.99981425
 CT1236!UTM  14      -   0.99993786  x   0.99963591  =   0.99957380
 CT1236
 CT1236                          SUPERSEDED SURVEY CONTROL
 CT1236
 CT1236  NAD 83(1993)-  32 53 38.75506(N)    098 25 22.78882(W) AD(       ) 3
 CT1236  NAD 83(1986)-  32 53 38.75727(N)    098 25 22.78485(W) AD(       ) 3
 CT1236
 CT1236.Superseded values are not recommended for survey control.
 CT1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1236.See file dsdata.txt to determine how the superseded data were derived.
 CT1236
 CT1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5396639694(NAD 83)
 CT1236_MARKER: X = CHISELED CROSS
 CT1236_SETTING: 80 = SET IN A BOULDER
 CT1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1236+STABILITY: SURFACE MOTION
 CT1236
 CT1236  HISTORY     - Date     Condition        Report By
 CT1236  HISTORY     - 1923     MONUMENTED       USGS
 CT1236  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT1236
 CT1236                          STATION DESCRIPTION
 CT1236
 CT1236'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 CT1236'ABOUT 2 MI. SE. OF PICKWICK POST OFFICE, ON LAND OWNED BY GEORGE W.
 CT1236'WELDON.
 CT1236'
 CT1236'STATION MARK--CROSS AND USGS ON A LIME ROCK, ABOUT THE CENTER OF THE
 CT1236'PEAK N. AND S., AND TWO-THIRDS OF THE WAY FROM THE E. TO THE W.
 CT1236
 CT1236                          STATION RECOVERY (2005)
 CT1236
 CT1236'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1488 ***********************************************************************
 AE1488  DESIGNATION -  MCALLEN
 AE1488  PID         -  AE1488
 AE1488  STATE/COUNTY-  TX/HIDALGO
 AE1488  USGS QUAD   -  PHARR (1983)
 AE1488
 AE1488                         *CURRENT SURVEY CONTROL
 AE1488  ___________________________________________________________________
 AE1488* NAD 83(1993)-  26 14 03.33779(N)    098 14 24.02147(W)     ADJUSTED  
 AE1488* NAVD 88     -        37.0    (meters)     121.     (feet)  VERTCON   
 AE1488  ___________________________________________________________________
 AE1488  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AE1488  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE1488
 AE1488  HORZ ORDER  -  FIRST
 AE1488
 AE1488.The horizontal coordinates were established by classical geodetic methods
 AE1488.and adjusted by the National Geodetic Survey in February 1996..
 AE1488
 AE1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1488
 AE1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1488
 AE1488.The geoid height was determined by GEOID03.
 AE1488
 AE1488;                    North         East     Units Scale Factor Converg.
 AE1488;SPC TX S     - 5,062,913.033   325,977.722   MT  0.99998366   +0 07 04.9
 AE1488;SPC TX S     -16,610,573.84  1,069,478.58   sFT  0.99998366   +0 07 04.9
 AE1488;UTM  14      - 2,901,849.679   575,908.311   MT  0.99967114   +0 20 09.5
 AE1488
 AE1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1488!SPC TX S     -   0.99999794  x   0.99998366  =   0.99998160
 AE1488!UTM  14      -   0.99999794  x   0.99967114  =   0.99966909
 AE1488
 AE1488:                Primary Azimuth Mark                     Grid Az
 AE1488:SPC TX S     -  EDINBURG HIDALGO CO CTHSE DOME           046 02 40.4
 AE1488:UTM  14      -  EDINBURG HIDALGO CO CTHSE DOME           045 49 35.8
 AE1488
 AE1488|---------------------------------------------------------------------|
 AE1488| PID    Reference Object                     Distance      Geod. Az  |
 AE1488|                                                           dddmmss.s |
 AE1488| AE1457 EDINBURG HIDALGO CO CTHSE DOME      APPROX.10.7 KM 0460945.3 |
 AE1488| AE1497 MCALLEN ECC                          40.965 METERS 06127     |
 AE1488| CV2647 MCALLEN ECC AZ MK                                  0825156.7 |
 AE1488| AE1496 SAN JUAN BLACK ABANDONED TANK       APPROX. 9.7 KM 1243438.1 |
 AE1488| AE1490 PHARR ELEV FLAG E OF RR STA         APPROX. 7.3 KM 1262430.7 |
 AE1488| AE1495 PHARR NEW MUNICIPAL TANK            APPROX. 7.1 KM 1262749.2 |
 AE1488| AE1500 PHARR POST OFFICE PAGODA CUP        APPROX. 7.2 KM 1282655.5 |
 AE1488| AE1492 PHARR STANDPIPE                     APPROX. 7.1 KM 1294652.9 |
 AE1488| AE1504 MC ALLEN SCHOOL TEMP SCAFFOLD       APPROX. 3.6 KM 1662129.4 |
 AE1488| AE1499 TALL STACK S OF STA MC ALLEN        APPROX. 7.3 KM 1692838.4 |
 AE1488| AE1502 MC ALLEN METHODIST CH STEEPLE       APPROX. 4.0 KM 1694055.2 |
 AE1488| AE1507 MC ALLEN STANDPIPE                  APPROX. 3.2 KM 1725648.4 |
 AE1488| AE1543 HIDALGO CO WTR IMPROV PLT STK       APPROX.15.4 KM 1880858.1 |
 AE1488| AE1541 HIDALGO CH STEEPLE NEAR RIVER       APPROX.15.1 KM 1884018.4 |
 AE1488| AE1515 MISSION UNITED IRRIG 2ND STK        APPROX. 9.4 KM 2550254.2 |
 AE1488| AE1523 MISSION OLD MUNICIPAL TANK          APPROX. 9.0 KM 2550546.2 |
 AE1488| AE1518 MISSION NEW MUNICIPAL TANK          APPROX. 9.2 KM 2581137.3 |
 AE1488| AE1520 MISSION UNITED IRRIG 3RD STK        APPROX. 9.4 KM 2800511.8 |
 AE1488| CV2646 MCALLEN RM                           48.325 METERS 31220     |
 AE1488|---------------------------------------------------------------------|
 AE1488
 AE1488                          SUPERSEDED SURVEY CONTROL
 AE1488
 AE1488  NAD 83(1986)-  26 14 03.34360(N)    098 14 23.98619(W) AD(       ) 1
 AE1488  NAD 27      -  26 14 02.08143(N)    098 14 22.93912(W) AD(       ) 1
 AE1488  NGVD 29 (07/19/86)   37.1    (m)          122.     (f) VERT ANG       
 AE1488
 AE1488.Superseded values are not recommended for survey control.
 AE1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1488.See file dsdata.txt to determine how the superseded data were derived.
 AE1488
 AE1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7590801850(NAD 83)
 AE1488_MARKER: DS = TRIANGULATION STATION DISK
 AE1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1488
 AE1488  HISTORY     - Date     Condition        Report By
 AE1488  HISTORY     - 1917     MONUMENTED       CGS
 AE1488  HISTORY     - 1935     GOOD             CGS
 AE1488  HISTORY     - 1946     SEE DESCRIPTION  CGS
 AE1488  HISTORY     - 1949     GOOD             TXHD
 AE1488  HISTORY     - 1952     POOR             IAGS
 AE1488  HISTORY     - 1960     GOOD             CGS
 AE1488
 AE1488                          STATION DESCRIPTION
 AE1488
 AE1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1488'TWO MILES N OF MC ALLEN, ON THE E SIDE OF THE MAIN WAGON ROAD,
 AE1488'IN A SMALL FIELD OWNED BY T.H. CROMWELL, 1343 D STREET, LINCOLN,
 AE1488'NEBRASKA, AND RENTED BY P.R. RICE.
 AE1488'
 AE1488'STATION IS 48 METERS (157 FEET) SW OF THE SW CORNER OF MR. RICES
 AE1488'RESIDENCE.
 AE1488'
 AE1488'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1488'CONCRETE.
 AE1488'
 AE1488'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1488'
 AE1488'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1488'CONCRETE, SET AT THE SW CORNER OF THE HOUSE, 48.325 METERS
 AE1488'(158.55 FEET) FROM STATION N 38 DEG 53 MIN E.
 AE1488'
 AE1488'ELEVATION OF STATION, 37.1 METERS (122 FEET).
 AE1488
 AE1488                          STATION RECOVERY (1935)
 AE1488
 AE1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1488'STATION WAS FOUND IN GOOD CONDITION AND IS 6 FEET S AND 14 FEET
 AE1488'W OF NW CORNER OF H.G. ALLENS HOUSE, WHICH IS OCCUPIED BY HIS
 AE1488'SON R.T. ALLEN.  THIS HOUSE HAS BEEN BUILT SINCE STATION WAS
 AE1488'PUT IN.  DUE TO ITS PROXIMITY TO THE HOUSE THIS STATION MAY BE
 AE1488'REMOVED.  BECAUSE OF NEARNESS TO THE HOUSE IT WAS IMPOSSIBLE TO
 AE1488'OCCUPY THIS STATION.  MC ALLEN (ECCENTRIC) WAS ESTABLISHED AT
 AE1488'NE CORNER OF ALLEN YARD, 100 FEET NE OF NE CORNER OF HOUSE.
 AE1488'
 AE1488'A TRAVERSE TIE WAS MADE FROM MC ALLEN TO MC ALLEN (ECCENTRIC).
 AE1488'DISTANCE IS 40.965 METERS.
 AE1488'
 AE1488'THE OLD REFERENCE MARK WAS NOT FOUND.
 AE1488
 AE1488                          STATION RECOVERY (1946)
 AE1488
 AE1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1488'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK WAS FOUND
 AE1488'IN GOOD CONDITION.  THE OLD REFERENCE MARK WAS NOT FOUND AND
 AE1488'NO NEW MARKS WERE SET AT THE REQUEST OF MR. ALLEN.  MC ALLEN
 AE1488'ECC AZIMUTH MARK WAS USED AS AN AZIMUTH MARK TO THIS STATION.
 AE1488'A COMPLETE DESCRIPTION FOLLOWS--
 AE1488'
 AE1488'STATION IS LOCATED ABOUT 2 MILES NORTH OF MC ALLEN ON LAND
 AE1488'OWNED BY MR. R.T. ALLEN.  IT IS IN THE FRONT YARD OF MR. ALLENS
 AE1488'HOME AND 16.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AE1488'HOUSE AND 28 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 AE1488'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 AE1488'MC ALLEN 1917.
 AE1488'
 AE1488'MC ALLEN ECC. IS 134.40 FEET (1935 MEASUREMENT) NORTHEAST OF THE
 AE1488'STATION IN THE REAR OF THE CHICKEN HOUSE.  IT IS 13 FEET SOUTH
 AE1488'OF A FENCELINE AND 14 FEET NORTHEAST OF THE NORTHEAST CORNER
 AE1488'OF THE CHICKEN HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 AE1488'MC ALLEN ECC. 1935.
 AE1488'
 AE1488'AZIMUTH MARK (MC ALLEN ECC.) IS ABOUT 0.35 MILE NORTHEAST OF THE
 AE1488'STATION NEAR THE RAILROAD TRACKS.  IT IS ABOUT 0.3 MILE EAST AND
 AE1488'0.1 MILE NORTH OF THE STATION AND 47 FEET WEST OF THE WEST
 AE1488'RAIL OF THE RAILROAD TRACKS.  THE MARK PROJECTS ABOUT ONE FOOT
 AE1488'AND THE DISK IS STAMPED MC ALLEN ECC. AZI. 1935.
 AE1488
 AE1488                          STATION RECOVERY (1949)
 AE1488
 AE1488'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1488'1 MI. W. AND 2 MI. N. FROM JCT. U.S. 83 AND SH 336 IN MC ALLEN.
 AE1488'
 AE1488'STATION IS 165 FT E. OF CENTERLINE N AND S ROAD AND 0.100 MI.
 AE1488'N. OF A ROAD RUNNING WESTWARD.
 AE1488
 AE1488                          STATION RECOVERY (1952)
 AE1488
 AE1488'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1952 (KWR)
 AE1488'STATION WAS FOUND DISTURBED.  THE TOP OF THE CONCRETE MONUMENT
 AE1488'WAS INCLINED AND THE CONCRETE WAS CRUMBLED.  THE MEASUREMENTS
 AE1488'OF DIRECTION AND DISTANCE FROM MC ALLEN ECC DID NOT CHECK.  THE
 AE1488'STATION WAS NOT RESET BECAUSE OF THE UNCOOPERATIVE ATTITUDE OF
 AE1488'THE PRESENT PROPERTY OWNER AND IT IS LOCATED TOO CLOSE TO THE
 AE1488'HOUSE OF THE PRESENT PROPERTY OWNER TO PERMIT TOWER ERECTION.
 AE1488'THE OCCUPATION OF THE STATION IS NOT PRACTICABLE WITHOUT THE
 AE1488'USE OF A TOWER.
 AE1488
 AE1488                          STATION RECOVERY (1960)
 AE1488
 AE1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 AE1488'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 AE1488'CONDITION AS DESCRIBED.  NO EFFORT WAS MADE TO RECOVER THE
 AE1488'AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 AE1488'ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1497 ***********************************************************************
 AE1497  DESIGNATION -  MCALLEN ECC
 AE1497  PID         -  AE1497
 AE1497  STATE/COUNTY-  TX/HIDALGO
 AE1497  USGS QUAD   -  PHARR (1983)
 AE1497
 AE1497                         *CURRENT SURVEY CONTROL
 AE1497  ___________________________________________________________________
 AE1497* NAD 83(1993)-  26 14 03.97385(N)    098 14 22.72493(W)     ADJUSTED  
 AE1497* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 AE1497  ___________________________________________________________________
 AE1497  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AE1497  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE1497
 AE1497  HORZ ORDER  -  FIRST
 AE1497
 AE1497.The horizontal coordinates were established by classical geodetic methods
 AE1497.and adjusted by the National Geodetic Survey in February 1996..
 AE1497
 AE1497.The orthometric height was scaled from a topographic map.
 AE1497
 AE1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1497
 AE1497.The geoid height was determined by GEOID03.
 AE1497
 AE1497;                    North         East     Units Scale Factor Converg.
 AE1497;SPC TX S     - 5,062,932.682   326,013.667   MT  0.99998362   +0 07 05.5
 AE1497;SPC TX S     -16,610,638.31  1,069,596.51   sFT  0.99998362   +0 07 05.5
 AE1497;UTM  14      - 2,901,869.458   575,944.170   MT  0.99967121   +0 20 10.1
 AE1497
 AE1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1497!SPC TX S     -   0.99999796  x   0.99998362  =   0.99998158
 AE1497!UTM  14      -   0.99999796  x   0.99967121  =   0.99966917
 AE1497
 AE1497:                Primary Azimuth Mark                     Grid Az
 AE1497:SPC TX S     -  EDINBURG AMER FRUIT ICE PLT TK           032 56 35.6
 AE1497:UTM  14      -  EDINBURG AMER FRUIT ICE PLT TK           032 43 31.0
 AE1497
 AE1497|---------------------------------------------------------------------|
 AE1497| PID    Reference Object                     Distance      Geod. Az  |
 AE1497|                                                           dddmmss.s |
 AE1497| AE1459 EDINBURG AMER FRUIT ICE PLT TK      APPROX.14.2 KM 0330341.1 |
 AE1497| AE1456 EDINBURG BRICK STACK                APPROX.10.7 KM 0432303.7 |
 AE1497| AE1457 EDINBURG HIDALGO CO CTHSE DOME      APPROX.10.7 KM 0460617.6 |
 AE1497| AE1465 EDINBURG TALL MUN TANK              APPROX.10.8 KM 0490834.3 |
 AE1497| AE1454 ELSA WATER TANK                     APPROX.18.5 KM 0672555.6 |
 AE1497| CV2647 MCALLEN ECC AZ MK                                  0842810.8 |
 AE1497| AE1474 DONNA MUNICIPAL TANK                APPROX.20.2 KM 1111346.4 |
 AE1497| AE1473 ALAMO MUNICIPAL TANK                APPROX.13.4 KM 1170106.3 |
 AE1497| AE1501 SAN JUAN MUNICIPAL TANK             APPROX.10.0 KM 1214227.8 |
 AE1497| AE1496 SAN JUAN BLACK ABANDONED TANK       APPROX. 9.7 KM 1244738.1 |
 AE1497| AE1491 PHARR MUNICIPAL TANK                APPROX. 7.4 KM 1361228.4 |
 AE1497| AE1494 MC ALLEN HIDALGO WTR PLT STK        APPROX. 7.3 KM 1693526.7 |
 AE1497| AE1493 MC ALLEN CENT L AND P CO TK         APPROX. 3.2 KM 1732936.7 |
 AE1497| AE1489 MC ALLEN SACRED HEART CATH CH       APPROX. 3.7 KM 1743409.7 |
 AE1497| CV2649 MCALLEN ECC RM 2                     40.858 METERS 17645     |
 AE1497| AE1547 HIDALGO N MUN TANK                  APPROX.14.1 KM 1874303.4 |
 AE1497| AE1543 HIDALGO CO WTR IMPROV PLT STK       APPROX.15.4 KM 1881618.4 |
 AE1497| AE1545 REYNOSA RAD STA XER SE MAST         APPROX.16.2 KM 1924005.9 |
 AE1497| AE1544 REYNOSA RAD STA XER NW MAST         APPROX.16.0 KM 1925322.8 |
 AE1497| AE1542 REYNOSA GUADALUPE CATH CH DOME      APPROX.16.2 KM 1933001.9 |
 AE1497| AE1488 MCALLEN                              40.965 METERS 24127     |
 AE1497| CV2648 MCALLEN ECC RM 1                     51.870 METERS 25208     |
 AE1497| AE1522 MISSION GUADALUPE CATH CH           APPROX. 9.1 KM 2540407.0 |
 AE1497| AE1523 MISSION OLD MUNICIPAL TANK          APPROX. 9.0 KM 2550205.8 |
 AE1497| AE1520 MISSION UNITED IRRIG 3RD STK        APPROX. 9.4 KM 2795554.0 |
 AE1497| AE1579 SOUTHLAND ORCHARDS NURSERY TK       APPROX. 4.9 KM 3093555.6 |
 AE1497|---------------------------------------------------------------------|
 AE1497
 AE1497                          SUPERSEDED SURVEY CONTROL
 AE1497
 AE1497  NAD 83(1986)-  26 14 03.97971(N)    098 14 22.68956(W) AD(       ) 1
 AE1497  NAD 27      -  26 14 02.71751(N)    098 14 21.64261(W) AD(       ) 1
 AE1497
 AE1497.Superseded values are not recommended for survey control.
 AE1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1497.See file dsdata.txt to determine how the superseded data were derived.
 AE1497
 AE1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7594401869(NAD 83)
 AE1497_MARKER: DS = TRIANGULATION STATION DISK
 AE1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1497
 AE1497  HISTORY     - Date     Condition        Report By
 AE1497  HISTORY     - 1935     MONUMENTED       CGS
 AE1497  HISTORY     - 1952     GOOD             IAGS
 AE1497  HISTORY     - 1974     MARK NOT FOUND   NGS
 AE1497
 AE1497                          STATION DESCRIPTION
 AE1497
 AE1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1497'STATION IS 2 MILES N OF MC ALLEN, IN HOUSE YARD OWNED BY H.G.
 AE1497'ALLEN AND OCCUPIED BY HIS SON R.T. ALLEN.  IT IS SET 12-1/2
 AE1497'FEET S OF N BOUNDARY FENCE OF YARD, 59 FEET S OF SE CORNER OF
 AE1497'SMALL HOUSE JUST N OF FENCE, AND 100 FEET NE OF NE CORNER OF
 AE1497'ALLEN HOUSE.  THE MARK IS FLUSH WITH THE GROUND.
 AE1497'
 AE1497'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE1497'BRONZE DISKS SET IN CONCRETE.
 AE1497'
 AE1497'REFERENCE MARK NO. 1 IS SET AT W EDGE OF ALLEN YARD, 60 FEET
 AE1497'W OF NW CORNER OF ALLEN HOUSE.
 AE1497'
 AE1497'REFERENCE MARK NO. 2 IS SET IN SE CORNER OF ALLEN YARD, 99
 AE1497'FEET ESE OF SE CORNER OF ALLEN HOUSE.
 AE1497'
 AE1497'AZIMUTH MARK IS SET IN SE FENCE CORNER, 47 FEET W OF W RAIL
 AE1497'OF RAILROAD TRACK.  IT IS REACHED FROM STATION BY GOING E ON
 AE1497'FIELD ROAD FOR 0.3 MILE, THEN N 0.1 MILE.
 AE1497'
 AE1497'TO REACH THE STATION FROM OLD RAILROAD STATION IN MC ALLEN
 AE1497'(NOW USED AS FREIGHT STATION)--GO N ON ASPHALT ROAD 1.95 MILES,
 AE1497'TURN RIGHT (E) AND ACROSS IRRIGATION DITCH FOR 0.1 MILE TO NE
 AE1497'CORNER OF ALLEN YARD AND STATION.
 AE1497'
 AE1497'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 AE1497
 AE1497                          STATION RECOVERY (1952)
 AE1497
 AE1497'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1952 (GMW)
 AE1497'THE STATION MARK, TWO REFERENCE MARKS, AND AZIMUTH MARK WERE
 AE1497'RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION STATES THAT
 AE1497'UNDERGROUND MARK IS A BRONZE DISC SET IN CONCRETE.  A COMPLETE
 AE1497'DESCRIPTION FOLLOWS--
 AE1497'
 AE1497'STATION IS LOCATED 1.9 MI. NORTH OF MC ALLEN, TEXAS, ON THE
 AE1497'PROPERTY OF MR. R.T. ALLEN.  IT IS 13 FT. SOUTH OF WOVEN FENCE
 AE1497'(WIRE) 14 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE NORTHERN
 AE1497'CHICKEN HOUSE, APPROXIMATELY 100 YDS. EAST, AT THE NEAREST
 AE1497'POINT, OF STATE HWY. NO. 336.
 AE1497'
 AE1497'TO ARRIVE AT STATION FROM THE INTERSECTION OF HWYS. NO. 83
 AE1497'AND 336, TRAVEL NORTH ON HWY. NO. 336, 1.9 MI. TO THE R.T.
 AE1497'ALLEN RESIDENCE.  TURN RIGHT, EAST, AND PROCEED 0.1 MI. TO
 AE1497'STATION.
 AE1497'
 AE1497'STATION MARKER IS STANDARD USC AND GS BRONZE DISC SET IN CIRCULAR
 AE1497'CONCRETE POST AND STAMPED--MC ALLEN ECC 1935 R.M. NO. 1 IS
 AE1497'STANDARD USC AND GS BRONZE DISC SET IN CIRCULAR CONCRETE POST
 AE1497'AT A DIRECTION OF 243 DEGREES (APPROX) WITH A DISTANCE OF
 AE1497'170.296 FT. AND STAMPED--NO 1 MC ALLEN ECC. 1935.  R.M. NO. 2
 AE1497'IS STANDARD USC AND GS BRONZE DISC SET IN CIRCULAR CONCRETE POST
 AE1497'AT A DIRECTION OF 178 DEGREES (APPROX) WITH A DISTANCE OF
 AE1497'134.116 FT., AND STAMPED NO. 2 MC ALLEN ECC. 1935.  AZIMUTH MARK
 AE1497'IS STANDARD USC AND GS BRONZE DISC SET IN CIRCULAR
 AE1497'CONCRETE POST AT A DIRECTION OF 75 DEGREES (APPROX.) AND WITH
 AE1497'AN APPROXIMATE DISTANCE OF 0.4 MI. AND STAMPED MC ALLEN
 AE1497'ECC. AZI. 1935.
 AE1497
 AE1497                          STATION RECOVERY (1974)
 AE1497
 AE1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 AE1497'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  ALL PREVIOUS
 AE1497'REFERENCES HAVE BEEN RAZED AND THE AREA GRADED SOME WITH NEW
 AE1497'STREETS UNDER CONSTRUCTION.  THE ONLY REFERENCES WE USED WERE
 AE1497'SCALED DISTANCES FROM THE QUADRANGLE.
 AE1497'
 AE1497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 AE1497'OF MC ALLEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3132 ***********************************************************************
 AW3132  DESIGNATION -  MCBRIDE
 AW3132  PID         -  AW3132
 AW3132  STATE/COUNTY-  TX/CHAMBERS
 AW3132  USGS QUAD   -  MONROE CITY (1994)
 AW3132
 AW3132                         *CURRENT SURVEY CONTROL
 AW3132  ___________________________________________________________________
 AW3132* NAD 83(1986)-  29 52 25.     (N)    094 37 08.     (W)     SCALED    
 AW3132* NAVD 88     -         9.96   (+/-2cm)      32.7    (feet)  VERTCON   
 AW3132  ___________________________________________________________________
 AW3132  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3132  OBS GRAVITY -     979,293.4   (mgal)                       GRAV_OBS
 AW3132
 AW3132  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3132
 AW3132.The horizontal coordinates were scaled from a topographic map and have
 AW3132.an estimated accuracy of +/- 6 seconds.
 AW3132
 AW3132.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3132.The vertical order pertains to the NGVD 29 superseded value.
 AW3132
 AW3132.The geoid height was determined by GEOID03.
 AW3132.The observed gravity was obtained from relative gravimeter ties
 AW3132.to the IGSN71 gravity network.
 AW3132
 AW3132;                    North         East    Units  Estimated Accuracy
 AW3132;SPC TXSC     - 4,234,050.    1,023,110.      MT  (+/- 180 meters Scaled)
 AW3132
 AW3132                          SUPERSEDED SURVEY CONTROL
 AW3132
 AW3132  NGVD 29 (??/??/92)    9.97   (m)           32.7    (f) COMPUTED    1 2
 AW3132
 AW3132.Superseded values are not recommended for survey control.
 AW3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3132.See file dsdata.txt to determine how the superseded data were derived.
 AW3132
 AW3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP436058(NAD 83)
 AW3132_MARKER: DS = TRIANGULATION STATION DISK
 AW3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3132_STAMPING: MCBRIDE 1931 33.297
 AW3132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3132+STABILITY: SURFACE MOTION
 AW3132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3132+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3132
 AW3132  HISTORY     - Date     Condition        Report By
 AW3132  HISTORY     - 1931     MONUMENTED       CGS
 AW3132  HISTORY     - 1973     GOOD             NGS
 AW3132  HISTORY     - 20010331 GOOD             NGS
 AW3132  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3132  HISTORY     - 20040228 GOOD             USPSQD
 AW3132  HISTORY     - 20060121 GOOD             USPSQD
 AW3132
 AW3132                          STATION DESCRIPTION
 AW3132
 AW3132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3132'1.0 MI N FROM HANKAMER.
 AW3132'ABOUT 1 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF CHRIST AT
 AW3132'HANKAMER, 47 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 131 FEET
 AW3132'EAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 17 FEET NORTH OF THE
 AW3132'CENTER LINE OF A PRIVATE DRIVE, 60 FEET NORTH OF A POWER POLE BEARING
 AW3132'A TRANSFORMER, 119 FEET NORTHWEST OF MCBRIDE RM 2, ABOUT LEVEL WITH
 AW3132'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 AW3132'INCHES.
 AW3132
 AW3132                          STATION RECOVERY (2001)
 AW3132
 AW3132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3132'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3132
 AW3132                          STATION RECOVERY (2004)
 AW3132
 AW3132'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3132'MARK NOT FOUND.
 AW3132
 AW3132                          STATION RECOVERY (2004)
 AW3132
 AW3132'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW3132'RECOVERED IN GOOD CONDITION.
 AW3132
 AW3132                          STATION RECOVERY (2006)
 AW3132
 AW3132'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3132'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6049 ***********************************************************************
 AW6049  DESIGNATION -  MCBRIDE
 AW6049  PID         -  AW6049
 AW6049  STATE/COUNTY-  TX/CHAMBERS
 AW6049  USGS QUAD   -  MONROE CITY (1994)
 AW6049
 AW6049                         *CURRENT SURVEY CONTROL
 AW6049  ___________________________________________________________________
 AW6049* NAD 83(1993)-  29 52 26.24076(N)    094 37 08.04670(W)     ADJUSTED  
 AW6049* NAVD 88     -         9.84   (+/-2cm)      32.3    (feet)  VERTCON   
 AW6049  ___________________________________________________________________
 AW6049  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW6049  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW6049
 AW6049  HORZ ORDER  -  FIRST
 AW6049  VERT ORDER  -  THIRD ? (See Below)
 AW6049
 AW6049.The horizontal coordinates were established by classical geodetic methods
 AW6049.and adjusted by the National Geodetic Survey in February 1996..
 AW6049
 AW6049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6049.The vertical order pertains to the NGVD 29 superseded value.
 AW6049
 AW6049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6049
 AW6049.The geoid height was determined by GEOID03.
 AW6049
 AW6049;                    North         East     Units Scale Factor Converg.
 AW6049;SPC TXSC     - 4,234,083.983 1,023,110.847   MT  0.99990736   +2 08 46.9
 AW6049;SPC TXSC     -13,891,323.87  3,356,656.17   sFT  0.99990736   +2 08 46.9
 AW6049;SPC TX C     - 3,037,157.757 1,251,857.533   MT  1.00007363   +2 56 35.8
 AW6049;SPC TX C     - 9,964,408.41  4,107,135.92   sFT  1.00007363   +2 56 35.8
 AW6049;UTM  15      - 3,305,919.140   343,653.165   MT  0.99990160   -0 48 23.5
 AW6049
 AW6049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6049!SPC TXSC     -   1.00000276  x   0.99990736  =   0.99991012
 AW6049!SPC TX C     -   1.00000276  x   1.00007363  =   1.00007639
 AW6049!UTM  15      -   1.00000276  x   0.99990160  =   0.99990436
 AW6049
 AW6049:                Primary Azimuth Mark                     Grid Az
 AW6049:SPC TXSC     -  WINNIE NORTH BASE                        086 44 26.5
 AW6049:SPC TX C     -  WINNIE NORTH BASE                        085 56 37.6
 AW6049:UTM  15      -  WINNIE NORTH BASE                        089 41 36.9
 AW6049
 AW6049|---------------------------------------------------------------------|
 AW6049| PID    Reference Object                     Distance      Geod. Az  |
 AW6049|                                                           dddmmss.s |
 AW6049| AW5762 WINNIE NORTH BASE                   APPROX.23.0 KM 0885313.4 |
 AW6049| CW1013 MCBRIDE RM 1                        APPROX. 0.6 KM 1974721.2 |
 AW6049| AW3133 MCBRIDE RM 2                         36.360 METERS 32538     |
 AW6049|---------------------------------------------------------------------|
 AW6049
 AW6049                          SUPERSEDED SURVEY CONTROL
 AW6049
 AW6049  NAD 83(1993)-  29 52 26.25390(N)    094 37 08.02910(W) AD(       ) 1
 AW6049  NAD 83(1986)-  29 52 26.25849(N)    094 37 08.02907(W) AD(       ) 1
 AW6049  NAD 27      -  29 52 25.47700(N)    094 37 07.33000(W) AD(       ) 1
 AW6049  NGVD 29 (07/19/86)    9.84   (m)           32.3    (f) LEVELING    3  
 AW6049
 AW6049.Superseded values are not recommended for survey control.
 AW6049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6049.See file dsdata.txt to determine how the superseded data were derived.
 AW6049
 AW6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP4365305919(NAD 83)
 AW6049_MARKER: DS = TRIANGULATION STATION DISK
 AW6049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6049
 AW6049  HISTORY     - Date     Condition        Report By
 AW6049  HISTORY     - 1931     MONUMENTED       CGS
 AW6049  HISTORY     - 1942     GOOD             CGS
 AW6049  HISTORY     - 1951     GOOD             CGS
 AW6049  HISTORY     - 1954     GOOD             CGS
 AW6049  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW6049  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW6049  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AW6049
 AW6049                          STATION DESCRIPTION
 AW6049
 AW6049'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW6049'ABOUT 11 MILES S OF DEVERS, A VILLAGE ON U.S. HIGHWAY 90, 8
 AW6049'MILES NE OF TOWN OF ANAHUAC, AND 1.2 MILES N OF HANKAMER
 AW6049'CROSSROADS, ON W SIDE OF HIGHWAY 61, IN FRONT OF THE HOUSE OF
 AW6049'A.F. MC BRIDE, ON LAND OWNED BY HIM, 128 FEET E OF CENTER OF
 AW6049'FRONT OF HIS HOUSE, 86.3 FEET E OF FRONT YARD GATE, 149.3
 AW6049'FEET S OF FENCE POST AT SE CORNER OF FIELD, 61 FEET N OF GARDEN
 AW6049'FENCE, 52 FEET W OF CENTER LINE OF SHELL HIGHWAY, AND IN LEVEL
 AW6049'GRASSY PLOT.
 AW6049'
 AW6049'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW6049'DISKS SET IN CONCRETE.
 AW6049'
 AW6049'SURFACE MARK PROJECTS 12 INCHES ABOVE GROUND.
 AW6049'
 AW6049'REFERENCE MARK NO. 1 EXTENDS 10 INCHES ABOVE GROUND, IS 1.6
 AW6049'MILES N OF HANKAMER CROSSROADS, ON THE W SIDE OF RIGHT-OF-WAY
 AW6049'OF HIGHWAY 61, ON W SIDE OF DITCH, 2,000 FEET N OF MC BRIDES
 AW6049'HOUSE, 100 FEET NE OF A COUPLE OF LUMBER SHACKS, 101.5 FEET NW
 AW6049'OF NW CORNER OF FRONT YARD OF SMALL HOUSE, 33.5 FEET W OF CENTER
 AW6049'LINE OF ROAD, AND APPROXIMATELY 2,000 FEET FROM STATION,
 AW6049'N 10 DEG 27 MIN W.
 AW6049'
 AW6049'REFERENCE MARK NO. 2 PROJECTS 10 INCHES ABOVE GROUND, IS 1.2
 AW6049'MILES N OF HANKAMER CROSSROADS, ON E SIDE OF HIGHWAY 61, IN
 AW6049'FRONT OF GUY FREZIAS BUNGALOW, 100 FEET S OF W OF THE SW CORNER
 AW6049'OF FREZIAS HOUSE, 73.2 FEET W OF SW FENCE CORNER OF FRONT YARD,
 AW6049'130.5 FEET S OF SW FENCE CORNER OF GARDEN PLOT, 43 FEET E OF
 AW6049'CENTER LINE OF ROAD AND 119.29 FEET FROM STATION,
 AW6049'S 41 DEG 42 MIN E.
 AW6049'
 AW6049'BEARING FROM STATION OF WHITE SILO, 1/2 MILE DISTANT, IS S 65
 AW6049'DEG 29 MIN W.
 AW6049'
 AW6049'STATION REACHED FROM HIGHWAY 90 AT DEVERS, BY HIGHWAY 61 S
 AW6049'ABOUT 11 MILES TO STATION.
 AW6049
 AW6049                          STATION RECOVERY (1942)
 AW6049
 AW6049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW6049'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW6049'CONDITION.
 AW6049'
 AW6049'STATION IS ABOUT 11 MILES S OF DEVERS, 8 MILES NE OF ANAHAUC,
 AW6049'IN FRONT OF AN ABANDONED FARMHOUSE, ABOUT 135 FEET E OF THE E
 AW6049'SIDE OF THE HOUSE, 49 FEET W OF AND ABOUT THE SAME ELEVATION AS
 AW6049'THE CENTER LINE OF THE HIGHWAY, 2 FEET S OF A 4- BY 4-INCH WOODEN
 AW6049'MARKER POST.  IT IS STAMPED MC BRIDE 1931 33.297.  THE MONUMENT
 AW6049'PROJECTS 0.6 FOOT.
 AW6049'
 AW6049'REFERENCE MARK NO. 1 NOT RECOVERED.
 AW6049'
 AW6049'REFERENCE MARK NO. 2 IS 119 FEET SOUTHERLY FROM
 AW6049'THE STATION, 42 FEET E OF THE CENTER LINE OF THE HIGHWAY, 25
 AW6049'FEET S OF THE SE CORNER OF WOODEN BRIDGE FOR DRIVEWAY LEADING E
 AW6049'TO A FARMHOUSE.  IT IS STAMPED MC BRIDE NO. 2 1931 33.004.  THE
 AW6049'MONUMENT PROJECTS 0.6 FOOT.
 AW6049'
 AW6049'TO REACH FROM THE PUBLIC SCHOOLHOUSE AT HANKAMER--PROCEED 1.0
 AW6049'MILE NORTHERLY ALONG STATE HIGHWAY 61 TO THE SITE OF THE STATION.
 AW6049
 AW6049                          STATION RECOVERY (1951)
 AW6049
 AW6049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW6049'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 AW6049'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AW6049'
 AW6049'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW6049'
 AW6049'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTH OF DEVERS AND
 AW6049'ABOUT 8.0 MILES NORTHEAST OF ANAHUAC ON THE ROAD RIGHT-OF-WAY,
 AW6049'71 FEET SOUTH OF A FENCE CORNER, 47 FEET WEST OF THE CENTER OF
 AW6049'STATE HIGHWAY 61, 17 FEET NORTH OF THE CENTER OF A DRIVEWAY
 AW6049'INTO FARMYARD AND 3 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED
 AW6049'MC BRIDE 1931 33.297 AND PROJECTS 12 INCHES.
 AW6049'
 AW6049'REFERENCE MARK NO. 1 IS 0.3 MILE NORTH OF STATION ON THE ROAD
 AW6049'RIGHT-OF-WAY, 40 FEET WEST OF THE CENTER OF STATE HIGHWAY 61,
 AW6049'20 FEET EAST OF A NORTH-SOUTH FENCE LINE, 15 FEET NORTH OF THE
 AW6049'CENTER OF A DRIVEWAY INTO FARMYARD AND 2 FEET SOUTHEAST OF
 AW6049'A WITNESS POST.  IT IS STAMPED MC BRIDE NO 1 1931 31.895 AND IS
 AW6049'FLUSH WITH THE GROUND SURFACE.
 AW6049'
 AW6049'REFERENCE MARK NO. 2 IS 36.363 METERS SOUTHEAST OF STATION ON THE
 AW6049'ROAD RIGHT-OF-WAY, 45 FEET EAST OF THE CENTER OF STATE HIGHWAY
 AW6049'61 AND 27 FEET SOUTH OF THE CENTER OF DRIVEWAY INTO FARMYARD.
 AW6049'IT IS STAMPED MC BRIDE NO 2 1931 33.004 AND PROJECTS 10 INCHES.
 AW6049'
 AW6049'TO REACH THE STATION FROM THE POST OFFICE IN DEVERS, GO
 AW6049'WEST ON U.S. HIGHWAY 90 FOR 0.4 MILE TO JUNCTION WITH STATE
 AW6049'HIGHWAY 61, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 61 FOR
 AW6049'10.6 MILES TO A DRIVEWAY INTO FARMYARD ON RIGHT AND REFERENCE
 AW6049'MARK NO. 1 AS DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO
 AW6049'STATION ON RIGHT AS DESCRIBED.
 AW6049
 AW6049                          STATION RECOVERY (1954)
 AW6049
 AW6049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW6049'1.0 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF CHRIST
 AW6049'AT HANKAMER, 84.2 FEET EAST OF A FENCE, 71.5 FEET SOUTH OF
 AW6049'A FENCE CORNER, 59.6 FEET NORTH OF A POWER POLE, 47.4 FEET
 AW6049'WEST OF THE CENTER LINE OF THE HIGHWAY, 14.8 FEET WEST OF
 AW6049'THE NORTH END OF A TILE PIPE CULVERT UNDER A PRIVATE DRIVEWAY
 AW6049'WHICH LEADS WEST TO A FARMHOUSE, 2.5 FEET SOUTH OF A WITNESS
 AW6049'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 AW6049'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, STAMPED MC
 AW6049'BRIDE 1931 33.397.
 AW6049'
 AW6049'MC BRIDE R.M. 2 IS 119.0 FEET SOUTHEAST OF TRIANGULATION STATION
 AW6049'MC BRIDE, 73 FEET WEST OF A FENCE CORNER, 48.7 FEET EAST OF THE
 AW6049'CENTER LINE OF THE HIGHWAY, 52 FEET NORTH OF A 14 INCH CEDAR
 AW6049'TREE, 48.2 FEET SOUTHWEST OF A 36 INCH GUM TREE, A REFERENCE
 AW6049'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AW6049'0.6 FOOT ABOVE THE GROUND, STAMPED MC BRIDE NO 2 1931 33.004.
 AW6049
 AW6049                          STATION RECOVERY (2001)
 AW6049
 AW6049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6049'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW6049
 AW6049                          STATION RECOVERY (2004)
 AW6049
 AW6049'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6049'MARK NOT FOUND.
 AW6049
 AW6049                          STATION RECOVERY (2004)
 AW6049
 AW6049'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW6049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1658 ***********************************************************************
 FL1658  DESIGNATION -  MCBRIDE
 FL1658  PID         -  FL1658
 FL1658  STATE/COUNTY-  TX/CARSON
 FL1658  USGS QUAD   -  MC BRIDE (1978)
 FL1658
 FL1658                         *CURRENT SURVEY CONTROL
 FL1658  ___________________________________________________________________
 FL1658* NAD 83(1993)-  35 32 00.42516(N)    101 29 02.73934(W)     ADJUSTED  
 FL1658* NAVD 88     -      1045.     (meters)    3428.     (feet)  SCALED    
 FL1658  ___________________________________________________________________
 FL1658  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FL1658  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 FL1658
 FL1658  HORZ ORDER  -  SECOND
 FL1658
 FL1658.The horizontal coordinates were established by classical geodetic methods
 FL1658.and adjusted by the National Geodetic Survey in February 1996..
 FL1658
 FL1658.The orthometric height was scaled from a topographic map.
 FL1658
 FL1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1658
 FL1658.The geoid height was determined by GEOID03.
 FL1658
 FL1658;                    North         East     Units Scale Factor Converg.
 FL1658;SPC TX N     - 1,170,116.355   201,442.394   MT  0.99991290   +0 00 33.2
 FL1658;SPC TX N     - 3,838,956.74    660,898.92   sFT  0.99991290   +0 00 33.2
 FL1658;UTM  14      - 3,935,041.924   274,780.146   MT  1.00022512   -1 26 39.5
 FL1658
 FL1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1658!SPC TX N     -   0.99984011  x   0.99991290  =   0.99975303
 FL1658!UTM  14      -   0.99984011  x   1.00022512  =   1.00006520
 FL1658
 FL1658|---------------------------------------------------------------------|
 FL1658| PID    Reference Object                     Distance      Geod. Az  |
 FL1658|                                                           dddmmss.s |
 FL1658| CJ7022 MCBRIDE RM 1                         18.859 METERS 14544     |
 FL1658| CJ7021 MCBRIDE AZ MK                                      2022014.2 |
 FL1658| CJ7023 MCBRIDE RM 2                         11.760 METERS 23854     |
 FL1658|---------------------------------------------------------------------|
 FL1658
 FL1658                          SUPERSEDED SURVEY CONTROL
 FL1658
 FL1658  NAD 83(1993)-  35 32 00.42731(N)    101 29 02.73585(W) AD(       ) 2
 FL1658  NAD 83(1986)-  35 32 00.43222(N)    101 29 02.72956(W) AD(       ) 2
 FL1658  NAD 27      -  35 32 00.26800(N)    101 29 01.11900(W) AD(       ) 2
 FL1658
 FL1658.Superseded values are not recommended for survey control.
 FL1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1658.See file dsdata.txt to determine how the superseded data were derived.
 FL1658
 FL1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7478035042(NAD 83)
 FL1658_MARKER: DS = TRIANGULATION STATION DISK
 FL1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1658
 FL1658  HISTORY     - Date     Condition        Report By
 FL1658  HISTORY     - 1951     MONUMENTED       CGS
 FL1658  HISTORY     - 1956     GOOD             CGS
 FL1658
 FL1658                          STATION DESCRIPTION
 FL1658
 FL1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1658'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF A GRADED
 FL1658'DIRT ROAD, ABOUT 1 MILE NORTH OF THE RAILROAD SIDING OF MC BRIDGE,
 FL1658'ABOUT 14 MILES AIRLINE NORTHWEST OF PANHANDLE, AND ABOUT 11
 FL1658'MILES AIRLINE SOUTHWEST OF BORGER.
 FL1658'
 FL1658'TO REACH THE STATION FROM THE POST OFFICE IN PANHANDLE, GO
 FL1658'NORTH ON MAIN STREET FOR 0.2 MILE TO A FORK.  TURN RIGHT AND
 FL1658'GO 0.1 MILE TO A STOP SIGN.  KEEP STRAIGHT AHEAD ONTO STATE
 FL1658'HIGHWAY 117 AND GO 12.5 MILES TO A DIM CROSS ROAD AND A SIGN
 FL1658'BURK BENNETT ON THE RIGHT.  TURN LEFT, CROSSING OVER A CATTLE
 FL1658'GUARD, AND GO 3.7 MILES TO A FORK.  TURN LEFT AND GO 1.4 MILES
 FL1658'TO A WHITE WITNESS POST AND THE STATION ON THE RIGHT.
 FL1658'
 FL1658'THE STATION MARK IS A STANDARD DISK STAMPED MC BRIDGE 1951
 FL1658'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1658'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 6.6 FEET NORTH OF A
 FL1658'WHITE WITNESS POST, ABOUT 4 FEET SOUTHEAST OF A FENCE
 FL1658'LINE, AND ABOUT 34 FEET NORTHWEST OF A GRADED DIRT ROAD.
 FL1658'
 FL1658'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MC BRIDGE
 FL1658'NO 1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FL1658'THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT
 FL1658'28 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD AND ABOUT THE
 FL1658'SAME ELEVATION AS THE STATION.
 FL1658'
 FL1658'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MC BRIDE
 FL1658'NO 2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FL1658'THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT
 FL1658'4 FEET SOUTHEAST OF A FENCE LINE, ABOUT 34 FEET NORTHWEST
 FL1658'OF THE CENTERLINE OF THE ROAD, AND ABOUT THE SAME ELEVATION
 FL1658'AS THE STATION.
 FL1658'
 FL1658'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF THE ROAD
 FL1658'LEADING SOUTH FROM THE STATION AND IS A STANDARD DISK STAMPED
 FL1658'MC BRIDGE 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1658'POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS
 FL1658'2.4 FEET EAST OF A WHITE WITNESS POST, ABOUT 5 FEET WEST
 FL1658'OF A POWER LINE POLE, AND ABOUT 66 FEET WEST OF THE CENTERLINE
 FL1658'OF THE ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 FL1658'GO SOUTH ON THE ROAD FOR 0.9 MILE TO A WHITE WITNESS POST
 FL1658'AND THE AZIMUTH MARK ON THE RIGHT.
 FL1658
 FL1658                          STATION RECOVERY (1956)
 FL1658
 FL1658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1658'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 FL1658'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 FL1658'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3133 ***********************************************************************
 AW3133  DESIGNATION -  MCBRIDE RM 2
 AW3133  PID         -  AW3133
 AW3133  STATE/COUNTY-  TX/CHAMBERS
 AW3133  USGS QUAD   -  MONROE CITY (1994)
 AW3133
 AW3133                         *CURRENT SURVEY CONTROL
 AW3133  ___________________________________________________________________
 AW3133* NAD 83(1986)-  29 52 25.     (N)    094 37 06.     (W)     SCALED    
 AW3133* NAVD 88     -         9.89   (+/-2cm)      32.4    (feet)  VERTCON   
 AW3133  ___________________________________________________________________
 AW3133  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3133
 AW3133  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3133
 AW3133.The horizontal coordinates were scaled from a topographic map and have
 AW3133.an estimated accuracy of +/- 6 seconds.
 AW3133
 AW3133.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3133.The vertical order pertains to the NGVD 29 superseded value.
 AW3133
 AW3133.The geoid height was determined by GEOID03.
 AW3133
 AW3133;                    North         East    Units  Estimated Accuracy
 AW3133;SPC TXSC     - 4,234,050.    1,023,170.      MT  (+/- 180 meters Scaled)
 AW3133
 AW3133                          SUPERSEDED SURVEY CONTROL
 AW3133
 AW3133  NGVD 29 (??/??/92)    9.894  (m)           32.46   (f) ADJ UNCH    1 2
 AW3133
 AW3133.Superseded values are not recommended for survey control.
 AW3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3133.See file dsdata.txt to determine how the superseded data were derived.
 AW3133
 AW3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP437058(NAD 83)
 AW3133_MARKER: DR = REFERENCE MARK DISK
 AW3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3133_STAMPING: MCBRIDE NO 2 1931 33.004
 AW3133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3133+STABILITY: SURFACE MOTION
 AW3133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3133+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3133
 AW3133  HISTORY     - Date     Condition        Report By
 AW3133  HISTORY     - 1931     MONUMENTED       CGS
 AW3133  HISTORY     - 1973     GOOD             NGS
 AW3133  HISTORY     - 20010331 GOOD             NGS
 AW3133  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3133  HISTORY     - 20040228 GOOD             USPSQD
 AW3133  HISTORY     - 20060121 GOOD             USPSQD
 AW3133
 AW3133                          STATION DESCRIPTION
 AW3133
 AW3133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3133'1.0 MI N FROM HANKAMER.
 AW3133'ABOUT 1 MILE NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF CHRIST AT
 AW3133'HANKAMER, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 118 FEET
 AW3133'WEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 32 FEET SOUTH OF THE
 AW3133'CENTER LINE OF A PRIVATE DRIVE, 119 FEET SOUTHEAST OF TRIANGULATION
 AW3133'STATION MCBRIDE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 AW3133'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW3133
 AW3133                          STATION RECOVERY (2001)
 AW3133
 AW3133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3133'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3133
 AW3133                          STATION RECOVERY (2004)
 AW3133
 AW3133'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3133'MARK NOT FOUND.
 AW3133
 AW3133                          STATION RECOVERY (2004)
 AW3133
 AW3133'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW3133'RECOVERED IN GOOD CONDITION.
 AW3133
 AW3133                          STATION RECOVERY (2006)
 AW3133
 AW3133'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3133'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0629 ***********************************************************************
 BN0629  DESIGNATION -  MCCALL
 BN0629  PID         -  BN0629
 BN0629  STATE/COUNTY-  TX/BLANCO
 BN0629  USGS QUAD   -  MONUMENT HILL (1963)
 BN0629
 BN0629                         *CURRENT SURVEY CONTROL
 BN0629  ___________________________________________________________________
 BN0629* NAD 83(1993)-  30 10 20.09719(N)    098 23 00.04909(W)     ADJUSTED  
 BN0629* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 BN0629  ___________________________________________________________________
 BN0629  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 BN0629  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 BN0629
 BN0629  HORZ ORDER  -  FIRST
 BN0629
 BN0629.The horizontal coordinates were established by classical geodetic methods
 BN0629.and adjusted by the National Geodetic Survey in February 1996..
 BN0629
 BN0629.The orthometric height was scaled from a topographic map.
 BN0629
 BN0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0629
 BN0629.The geoid height was determined by GEOID03.
 BN0629
 BN0629;                    North         East     Units Scale Factor Converg.
 BN0629;SPC TX C     - 3,057,693.959   887,808.839   MT  0.99998563   +1 00 15.7
 BN0629;SPC TX C     -10,031,784.26  2,912,752.83   sFT  0.99998563   +1 00 15.7
 BN0629;SPC TXSC     - 4,259,379.138   659,393.467   MT  0.99996980   +0 18 07.6
 BN0629;SPC TXSC     -13,974,313.06  2,163,360.07   sFT  0.99996980   +0 18 07.6
 BN0629;UTM  14      - 3,338,032.797   559,372.350   MT  0.99964349   +0 18 35.8
 BN0629
 BN0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0629!SPC TX C     -   0.99992661  x   0.99998563  =   0.99991224
 BN0629!SPC TXSC     -   0.99992661  x   0.99996980  =   0.99989641
 BN0629!UTM  14      -   0.99992661  x   0.99964349  =   0.99957013
 BN0629
 BN0629:                Primary Azimuth Mark                     Grid Az
 BN0629:SPC TX C     -  MCCALL AZ MK                             041 23 17.0
 BN0629:SPC TXSC     -  MCCALL AZ MK                             042 05 25.1
 BN0629:UTM  14      -  MCCALL AZ MK                             042 04 56.9
 BN0629
 BN0629|---------------------------------------------------------------------|
 BN0629| PID    Reference Object                     Distance      Geod. Az  |
 BN0629|                                                           dddmmss.s |
 BN0629| CV4757 MCCALL AZ MK                                       0422332.7 |
 BN0629| CV4758 MCCALL RM 1                          14.497 METERS 05506     |
 BN0629| CV4759 MCCALL RM 2                          12.041 METERS 29850     |
 BN0629|---------------------------------------------------------------------|
 BN0629
 BN0629                          SUPERSEDED SURVEY CONTROL
 BN0629
 BN0629  NAD 83(1986)-  30 10 20.10781(N)    098 23 00.03331(W) AD(       ) 1
 BN0629  NAD 27      -  30 10 19.36870(N)    098 22 58.96500(W) AD(       ) 1
 BN0629
 BN0629.Superseded values are not recommended for survey control.
 BN0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0629.See file dsdata.txt to determine how the superseded data were derived.
 BN0629
 BN0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5937238033(NAD 83)
 BN0629_MARKER: DS = TRIANGULATION STATION DISK
 BN0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0629
 BN0629  HISTORY     - Date     Condition        Report By
 BN0629  HISTORY     - 1956     MONUMENTED       CGS
 BN0629
 BN0629                          STATION DESCRIPTION
 BN0629
 BN0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0629'THE STATION IS ABOUT 10 MILES WEST-SOUTHWEST OF HENLY, 7 MILES
 BN0629'SOUTHEAST OF JOHNSON CITY, 2 MILES SOUTH OF THE JUNCTION OF
 BN0629'U.S. HIGHWAYS 281 AND 290, 4 FEET SOUTH OF A 4 IN X 4 IN
 BN0629'WHITE WITNESS POST, AND ON A SMALL HILL ABOUT 0.15 MILE
 BN0629'WEST OF HIGHWAY 281.
 BN0629'
 BN0629'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 281 AND 290,
 BN0629'ABOUT 6 MILES SOUTHEAST OF JOHNSON CITY, GO SOUTH ON HIGHWAY
 BN0629'281 FOR 1.8 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 BN0629'CONTINUE SOUTH ON THE HIGHWAY FOR 0.35 MILE TO A WOOD GATE
 BN0629'ON THE RIGHT, TURN RIGHT, PASSING THROUGH THE GATE, AND GO
 BN0629'WEST FOR 0.1 MILE TO THE END OF TRUCK TRAVEL AT THE BASE OF
 BN0629'THE HILL.  PACK WESTERLY FOR 0.05 MILE TO TOP OF HILL
 BN0629'AND THE STATION, A 5 MINUTE PACK.
 BN0629'
 BN0629'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0629'STAMPED MC CALL 1956.
 BN0629'
 BN0629'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0629'STAMPED MC CALL NO 1 1956.
 BN0629'
 BN0629'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0629'STAMPED MC CALL NO 2 1956.
 BN0629'
 BN0629'THE AZIMUTH MARK IS 49 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 BN0629'281, 4 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST AND A
 BN0629'TELEPHONE POLE AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 BN0629'3 INCHES, AND THE DISK IS STAMPED MC CALL 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0163 ***********************************************************************
 CC0163  DESIGNATION -  MCCAMEY
 CC0163  PID         -  CC0163
 CC0163  STATE/COUNTY-  TX/UPTON
 CC0163  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0163
 CC0163                         *CURRENT SURVEY CONTROL
 CC0163  ___________________________________________________________________
 CC0163* NAD 83(1986)-  31 07 59.     (N)    102 13 16.     (W)     SCALED    
 CC0163* NAVD 88     -       748.380  (meters)    2455.31   (feet)  ADJUSTED  
 CC0163  ___________________________________________________________________
 CC0163  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CC0163  DYNAMIC HT  -         747.305 (meters)    2451.78  (feet)  COMP
 CC0163  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 CC0163
 CC0163  VERT ORDER  -  FIRST     CLASS II
 CC0163
 CC0163.The horizontal coordinates were scaled from a topographic map and have
 CC0163.an estimated accuracy of +/- 6 seconds.
 CC0163
 CC0163.The orthometric height was determined by differential leveling
 CC0163.and adjusted by the National Geodetic Survey in June 1991..
 CC0163
 CC0163.The geoid height was determined by GEOID03.
 CC0163
 CC0163.The dynamic height is computed by dividing the NAVD 88
 CC0163.geopotential number by the normal gravity value computed on the
 CC0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0163.degrees latitude (g = 980.6199 gals.).
 CC0163
 CC0163.The modeled gravity was interpolated from observed gravity values.
 CC0163
 CC0163;                    North         East    Units  Estimated Accuracy
 CC0163;SPC TX C     - 3,164,080.      519,990.      MT  (+/- 180 meters Scaled)
 CC0163
 CC0163                          SUPERSEDED SURVEY CONTROL
 CC0163
 CC0163  NGVD 29 (??/??/92)  748.077  (m)         2454.32   (f) ADJ UNCH    1 2
 CC0163
 CC0163.Superseded values are not recommended for survey control.
 CC0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0163.See file dsdata.txt to determine how the superseded data were derived.
 CC0163
 CC0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ649476(NAD 83)
 CC0163_MARKER: DB = BENCH MARK DISK
 CC0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0163_STAMPING: MCCAMEY 1934
 CC0163_MARK LOGO: CGS   
 CC0163_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0163+STABILITY: SURFACE MOTION
 CC0163
 CC0163  HISTORY     - Date     Condition        Report By
 CC0163  HISTORY     - 1934     MONUMENTED       CGS
 CC0163  HISTORY     - 1940     GOOD             NGS
 CC0163  HISTORY     - 1981     GOOD             NGS
 CC0163
 CC0163                          STATION DESCRIPTION
 CC0163
 CC0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0163'IN MCCAMEY.
 CC0163'MARK IS SET 8 FT. S OF CITY HALL BUILDING AT CURB.
 CC0163
 CC0163                          STATION RECOVERY (1940)
 CC0163
 CC0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CC0163'RECOVERED IN GOOD CONDITION.
 CC0163
 CC0163                          STATION RECOVERY (1981)
 CC0163
 CC0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0163'IN MCCAMEY, AT 207 EAST SIXTH STREET, 10.9 METERS (35.8 FT)
 CC0163'SOUTH-SOUTHWEST OF THE CENTER OF THE SOUTH ENTRANCE TO THE CITY HALL,
 CC0163'7.2 METERS (23.6 FT) NORTHWEST OF THE CENTER OF THE STREET, 6.8 METERS
 CC0163'(22.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 0.9 METER
 CC0163'(3.0 FT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK AND 0.2 METER (0.7
 CC0163'FT) NORTH OF THE NORTH CURB OF THE STREET.
 CC0163'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0661 ***********************************************************************
 CC0661  DESIGNATION -  MCCAMEY
 CC0661  PID         -  CC0661
 CC0661  STATE/COUNTY-  TX/UPTON
 CC0661  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0661
 CC0661                         *CURRENT SURVEY CONTROL
 CC0661  ___________________________________________________________________
 CC0661* NAD 83(1986)-  31 07 56.     (N)    102 14 00.     (W)     SCALED    
 CC0661* NAVD 88     -       744.453  (meters)    2442.43   (feet)  ADJUSTED  
 CC0661  ___________________________________________________________________
 CC0661  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CC0661  DYNAMIC HT  -         743.384 (meters)    2438.92  (feet)  COMP
 CC0661  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 CC0661
 CC0661  VERT ORDER  -  FIRST     CLASS II
 CC0661
 CC0661.The horizontal coordinates were scaled from a topographic map and have
 CC0661.an estimated accuracy of +/- 6 seconds.
 CC0661
 CC0661.The orthometric height was determined by differential leveling
 CC0661.and adjusted by the National Geodetic Survey in June 1991..
 CC0661
 CC0661.The geoid height was determined by GEOID03.
 CC0661
 CC0661.The dynamic height is computed by dividing the NAVD 88
 CC0661.geopotential number by the normal gravity value computed on the
 CC0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0661.degrees latitude (g = 980.6199 gals.).
 CC0661
 CC0661.The modeled gravity was interpolated from observed gravity values.
 CC0661
 CC0661;                    North         East    Units  Estimated Accuracy
 CC0661;SPC TX C     - 3,164,010.      518,820.      MT  (+/- 180 meters Scaled)
 CC0661
 CC0661                          SUPERSEDED SURVEY CONTROL
 CC0661
 CC0661.No superseded survey control is available for this station.
 CC0661
 CC0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ638475(NAD 83)
 CC0661_MARKER: DS = TRIANGULATION STATION DISK
 CC0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0661_SP_SET: CONCRETE POST
 CC0661_STAMPING: MCCAMEY 1935
 CC0661_MARK LOGO: CGS   
 CC0661_PROJECTION: PROJECTING 35 CENTIMETERS
 CC0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0661+STABILITY: SURFACE MOTION
 CC0661
 CC0661  HISTORY     - Date     Condition        Report By
 CC0661  HISTORY     - 1935     MONUMENTED       CGS
 CC0661  HISTORY     - 1981     GOOD             NGS
 CC0661
 CC0661                          STATION DESCRIPTION
 CC0661
 CC0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0661'1.2 KM (0.7 MI) SW FROM MCCAMEY.
 CC0661'1.0 KM (0.6 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0661'JUNCTION WITH FARM ROAD 305 IN MCCAMEY, THENCE 0.2 KM (0.1 MI) SOUTH
 CC0661'ALONG A PAVED ROAD, 26.9 METERS (88.3 FT) WEST-SOUTHWEST OF THE
 CC0661'CENTERLINE OF THE ROAD, 10.0 METERS (32.8 FT) SOUTH-SOUTHEAST OF THE
 CC0661'SOUTHEAST CORNER OF A WHITE STUCCO HOUSE, 9.1 METERS (29.9 FT)
 CC0661'SOUTHWEST OF A UTILITY POLE AND 8.6 METERS (28.2 FT) NORTH-NORTHWEST
 CC0661'OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD.
 CC0661'NOTE=THIS MARK IS LEANING SLIGHTLY TO THE SOUTHWEST.
 CC0661'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0836 ***********************************************************************
 CC0836  DESIGNATION -  MCCAMEY
 CC0836  PID         -  CC0836
 CC0836  STATE/COUNTY-  TX/UPTON
 CC0836  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0836
 CC0836                         *CURRENT SURVEY CONTROL
 CC0836  ___________________________________________________________________
 CC0836* NAD 83(1993)-  31 07 56.01942(N)    102 14 00.82093(W)     ADJUSTED  
 CC0836* NAVD 88     -       744.9    (meters)    2444.     (feet)  VERTCON   
 CC0836  ___________________________________________________________________
 CC0836  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CC0836  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CC0836
 CC0836  HORZ ORDER  -  THIRD
 CC0836
 CC0836.The horizontal coordinates were established by classical geodetic methods
 CC0836.and adjusted by the National Geodetic Survey in February 1996..
 CC0836
 CC0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0836
 CC0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0836
 CC0836.The geoid height was determined by GEOID03.
 CC0836
 CC0836;                    North         East     Units Scale Factor Converg.
 CC0836;SPC TX C     - 3,164,012.694   518,800.793   MT  0.99988434   -0 58 43.4
 CC0836;SPC TX C     -10,380,598.31  1,702,098.94   sFT  0.99988434   -0 58 43.4
 CC0836;UTM  13      - 3,447,550.274   763,783.930   MT  1.00045837   +1 25 52.0
 CC0836
 CC0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0836!SPC TX C     -   0.99988674  x   0.99988434  =   0.99977109
 CC0836!UTM  13      -   0.99988674  x   1.00045837  =   1.00034506
 CC0836
 CC0836:                Primary Azimuth Mark                     Grid Az
 CC0836:SPC TX C     -  HURDLE                                   053 06 56.2
 CC0836:UTM  13      -  HURDLE                                   050 42 20.8
 CC0836
 CC0836|---------------------------------------------------------------------|
 CC0836| PID    Reference Object                     Distance      Geod. Az  |
 CC0836|                                                           dddmmss.s |
 CC0836| CC0748 HURDLE                              APPROX. 8.9 KM 0520812.8 |
 CC0836| CH8980 MCCAMEY AZ MK                                      0601017.0 |
 CC0836| CC0746 MC CAMEY MUNICIPAL TANK             APPROX. 1.2 KM 0850616.1 |
 CC0836| CH8981 MCCAMEY RM 1                         26.472 METERS 25435     |
 CC0836| CH8982 MCCAMEY RM 2                         23.957 METERS 34311     |
 CC0836|---------------------------------------------------------------------|
 CC0836
 CC0836                          SUPERSEDED SURVEY CONTROL
 CC0836
 CC0836  NAD 83(1986)-  31 07 56.02912(N)    102 14 00.80922(W) AD(       ) 3
 CC0836  NAD 27      -  31 07 55.50200(N)    102 13 59.31100(W) AD(       ) 3
 CC0836  NGVD 29 (07/19/86)  744.6    (m)         2443.     (f) VERT ANG       
 CC0836
 CC0836.Superseded values are not recommended for survey control.
 CC0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0836.See file dsdata.txt to determine how the superseded data were derived.
 CC0836
 CC0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ6378447550(NAD 83)
 CC0836_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CC0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0836+STABILITY: SURFACE MOTION
 CC0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0836+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 CC0836
 CC0836  HISTORY     - Date     Condition        Report By
 CC0836  HISTORY     - 1935     MONUMENTED       CGS
 CC0836  HISTORY     - 1938     GOOD             TXHD
 CC0836  HISTORY     - 1939     GOOD             TSI
 CC0836  HISTORY     - 1943     GOOD             LOCENG
 CC0836  HISTORY     - 1946     GOOD             LOCENG
 CC0836  HISTORY     - 1951     GOOD             CGS
 CC0836  HISTORY     - 1981     GOOD             NGS
 CC0836  HISTORY     - 20010821 GOOD             INDIV
 CC0836
 CC0836                          STATION DESCRIPTION
 CC0836
 CC0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0836'STATION LIES AT THE W EDGE OF MC CAMEY, 80 YARDS S OF U.S.
 CC0836'HIGHWAY 67, 25 YARDS W OF AN OILED INTERSECTING HIGHWAY AND 28-1/2
 CC0836'FEET N OF N RAIL OF ATCHISON TOPEKA AND SANTA FE MAIN LINE.
 CC0836'
 CC0836'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0836'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 CC0836'
 CC0836'REFERENCE MARK NO. 1 IS WSW OF STATION, 34 FEET N OF N RAIL OF
 CC0836'RAILROAD TRACKS, 61 FEET SSW OF SW CORNER OF AN OLD FRAME SHACK.
 CC0836'
 CC0836'REFERENCE MARK NO. 2 IS NNW OF STATION, 63 FEET SW OF CENTER OF
 CC0836'CURVE IN U.S. HIGHWAY 67, 53-1/2 FEET ESE OF FRAME BUILDING.
 CC0836'
 CC0836'AZIMUTH MARK IS ENE OF STATION, 45 FEET N OF CENTER OF U.S.
 CC0836'HIGHWAY 67, 18 FEET W OF CENTER OF A N-S ROAD.  ALL MARKS PROJECT
 CC0836'8 INCHES.
 CC0836'
 CC0836'STATION IS REACHED FROM MC CAMEY POST OFFICE BY DRIVING W 1 BLOCK
 CC0836'TO MAIN N-S STREET, TURN RIGHT OR N 0.2 MILE TO U.S. HIGHWAY 67,
 CC0836'TURN LEFT OR W ON U.S. HIGHWAY 67 FOR 0.6 MILE, TURN LEFT OR S
 CC0836'OFF HIGHWAY 80 YARDS TO STATION.
 CC0836'
 CC0836'ALL OBJECTS ARE VISIBLE FROM GROUND.
 CC0836
 CC0836                          STATION RECOVERY (1938)
 CC0836
 CC0836'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0836'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CC0836'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CC0836
 CC0836                          STATION RECOVERY (1939)
 CC0836
 CC0836'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0836'MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0836
 CC0836                          STATION RECOVERY (1943)
 CC0836
 CC0836'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943 (LMW)
 CC0836'RECOVERED BY ROBERT H RAY INC
 CC0836'
 CC0836'DESCRIPTION AS GIVEN FOR REACHING STATION IS SATISFACTORY.
 CC0836'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  NO ATTEMPT
 CC0836'MADE TO RECOVER AZIMUTH MARK.
 CC0836
 CC0836                          STATION RECOVERY (1946)
 CC0836
 CC0836'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (DDG)
 CC0836'RECOVERED BY GENERAL GEOPHYSICAL CO
 CC0836'
 CC0836'DESCRIPTION ADEQUATE.  BOTH REFERENCE MARKS FOUND IN GOOD CONDITION.
 CC0836
 CC0836                          STATION RECOVERY (1951)
 CC0836
 CC0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RER)
 CC0836'RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARKS 1
 CC0836'AND 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.  AZIMUTH MARK
 CC0836'FOUND DESTROYED.
 CC0836
 CC0836                          STATION RECOVERY (1981)
 CC0836
 CC0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CC0836'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1951,
 CC0836'REFERENCE MARKS NO 1 AND NO 2 WERE NOT RECOVERED.
 CC0836
 CC0836                          STATION RECOVERY (2001)
 CC0836
 CC0836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 CC0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0936 ***********************************************************************
 EM0936  DESIGNATION -  MCCARROLL
 EM0936  PID         -  EM0936
 EM0936  STATE/COUNTY-  TX/WILBARGER
 EM0936  USGS QUAD   -  HARROLD (1990)
 EM0936
 EM0936                         *CURRENT SURVEY CONTROL
 EM0936  ___________________________________________________________________
 EM0936* NAD 83(1993)-  34 06 09.00440(N)    099 07 07.66992(W)     ADJUSTED  
 EM0936* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 EM0936  ___________________________________________________________________
 EM0936  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 EM0936  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EM0936
 EM0936  HORZ ORDER  -  SECOND
 EM0936
 EM0936.The horizontal coordinates were established by classical geodetic methods
 EM0936.and adjusted by the National Geodetic Survey in February 1996..
 EM0936
 EM0936.The orthometric height was scaled from a topographic map.
 EM0936
 EM0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0936
 EM0936.The geoid height was determined by GEOID03.
 EM0936
 EM0936;                    North         East     Units Scale Factor Converg.
 EM0936;SPC TXNC     - 2,270,295.193   542,899.315   MT  1.00004072   -0 20 15.0
 EM0936;SPC TXNC     - 7,448,460.15  1,781,162.17   sFT  1.00004072   -0 20 15.0
 EM0936;UTM  14      - 3,773,527.574   489,042.528   MT  0.99960148   -0 03 59.8
 EM0936
 EM0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0936!SPC TXNC     -   0.99994399  x   1.00004072  =   0.99998470
 EM0936!UTM  14      -   0.99994399  x   0.99960148  =   0.99954549
 EM0936
 EM0936|---------------------------------------------------------------------|
 EM0936| PID    Reference Object                     Distance      Geod. Az  |
 EM0936|                                                           dddmmss.s |
 EM0936| CX7750 MCCARROLL RM 1                       23.080 METERS 02538     |
 EM0936| CX7749 MCCARROLL AZ MK                                    0744111.0 |
 EM0936| CX7751 MCCARROLL RM 2                       25.919 METERS 29903     |
 EM0936|---------------------------------------------------------------------|
 EM0936
 EM0936                          SUPERSEDED SURVEY CONTROL
 EM0936
 EM0936  NAD 83(1993)-  34 06 09.00455(N)    099 07 07.66991(W) AD(       ) 2
 EM0936  NAD 83(1986)-  34 06 09.01085(N)    099 07 07.65943(W) AD(       ) 2
 EM0936  NAD 27      -  34 06 08.69325(N)    099 07 06.39123(W) AD(       ) 2
 EM0936
 EM0936.Superseded values are not recommended for survey control.
 EM0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0936.See file dsdata.txt to determine how the superseded data were derived.
 EM0936
 EM0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8904373528(NAD 83)
 EM0936_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0936
 EM0936  HISTORY     - Date     Condition        Report By
 EM0936  HISTORY     - 1965     MONUMENTED       CGS
 EM0936
 EM0936                          STATION DESCRIPTION
 EM0936
 EM0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0936'THE STATION IS ABOUT 10 MILES SOUTHEAST OF VERNON, 5-1/2 MILES
 EM0936'WEST-NORTHWEST OF HARROLD, 2-1/2 MILES SOUTH-SOUTHEAST OF
 EM0936'OKLAUNION, 1-1/2 MILES SOUTHWEST OF U.S. HIGHWAY 287 ON LAND OWNED
 EM0936'BY MR. J.G. MC CARROLL WHO LIVES IN VERNON.
 EM0936'
 EM0936'TO REACH THE STATION FROM THE POST OFFICE IN OKLAUNION, GO EAST ON
 EM0936'PAVED ROAD FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE
 EM0936'EAST ON PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 EM0936'RIGHT AND GO SOUTH ON PAVED ROAD FOR 1.1 MILE TO THE END OF THE
 EM0936'PAVEMENT, CONTINUE AHEAD, SOUTH, ON DIRT ROAD FOR 0.9 MILE TO A
 EM0936'T-ROAD.  TURN LEFT, EAST, ON DIRT ROAD FOR 0.55 MILE TO A WIRE
 EM0936'GATE ON THE RIGHT AT SOME FARM BUILDINGS AND THE STATION.
 EM0936'
 EM0936'THE STATION MARK IS A STANDARD DISK, STAMPED MC CARROLL 1965, SET
 EM0936'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0936'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 87 FEET SOUTH OF
 EM0936'THE CENTERLINE OF AN EAST-WEST BLADED ROAD, 60 FEET SOUTH OF AN
 EM0936'EAST-WEST FENCE LINE, 24 FEET NORTHEAST OF THE CENTER OF AN OLD
 EM0936'WELL, 11.8 FEET NORTHEAST OF THE NORTH END OF THE WEST CONCRETE
 EM0936'FOUNDATION OF AN OLD BUILDING AND 8.1 FEET NORTHWEST OF THE
 EM0936'NORTH END OF AN EAST CONCRETE FOUNDATION.
 EM0936'
 EM0936'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MC CARROLL NO 1
 EM0936'1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0936'DIAMETER, THAT PROJECTS 3 INCHES.  IT IS 85.2 FEET EAST OF AN EAST
 EM0936'GATE POST, 27 FEET SOUTH OF THE CENTERLINE OF THE BLADED ROAD, 1
 EM0936'FOOT SOUTH OF THE FENCE LINE AND ABOUT THE SAME ELEVATION AS THE
 EM0936'STATION.
 EM0936'
 EM0936'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MCCARROLL NO 2
 EM0936'1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0936'DIAMETER, THAT PROJECTS 2 INCHES.  IT IS 28 FEET SOUTH OF THE
 EM0936'CENTERLINE OF THE BLADED ROAD, 4.3 FEET WEST OF THE WEST GATE POST
 EM0936'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM0936'
 EM0936'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED MCCARROLL
 EM0936'AZI 1965 SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0936'DIAMETER, THAT PROJECTS 4 INCHES.  IT IS 23 FEET SOUTH OF THE
 EM0936'CENTERLINE OF AN EAST-WEST BLADED ROAD, 4.8 FEET WEST OF A
 EM0936'TRANSFORMER POLE AND 1.5 FEET NORTH OF A WITNESS POST.  TO REACH
 EM0936'THE MARK FROM THE STATION, GO EAST ON DIRT ROAD FOR 0.65 MILE TO
 EM0936'THE MARK ON THE RIGHT.
 EM0936'
 EM0936'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0678 ***********************************************************************
 DP0678  DESIGNATION -  MCCAULEY
 DP0678  PID         -  DP0678
 DP0678  STATE/COUNTY-  TX/LUBBOCK
 DP0678  USGS QUAD   -  SHALLOWATER (1975)
 DP0678
 DP0678                         *CURRENT SURVEY CONTROL
 DP0678  ___________________________________________________________________
 DP0678* NAD 83(1993)-  33 38 04.27358(N)    101 52 43.05048(W)     ADJUSTED  
 DP0678* NAVD 88     -       993.9    (meters)    3261.     (feet)  VERTCON   
 DP0678  ___________________________________________________________________
 DP0678  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DP0678  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 DP0678
 DP0678  HORZ ORDER  -  FIRST
 DP0678
 DP0678.The horizontal coordinates were established by classical geodetic methods
 DP0678.and adjusted by the National Geodetic Survey in February 1996..
 DP0678
 DP0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0678
 DP0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0678
 DP0678.The geoid height was determined by GEOID03.
 DP0678
 DP0678;                    North         East     Units Scale Factor Converg.
 DP0678;SPC TXNC     - 2,223,259.610   286,613.803   MT  0.99992424   -1 50 33.7
 DP0678;SPC TXNC     - 7,294,144.24    940,332.12   sFT  0.99992424   -1 50 33.7
 DP0678;UTM  14      - 3,725,350.672   232,988.392   MT  1.00047904   -1 35 43.4
 DP0678
 DP0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0678!SPC TXNC     -   0.99984791  x   0.99992424  =   0.99977216
 DP0678!UTM  14      -   0.99984791  x   1.00047904  =   1.00032688
 DP0678
 DP0678:                Primary Azimuth Mark                     Grid Az
 DP0678:SPC TXNC     -  LUBBOCK MUN AIRPORT AIR BCN              062 27 56.9
 DP0678:UTM  14      -  LUBBOCK MUN AIRPORT AIR BCN              062 13 06.6
 DP0678
 DP0678|---------------------------------------------------------------------|
 DP0678| PID    Reference Object                     Distance      Geod. Az  |
 DP0678|                                                           dddmmss.s |
 DP0678| CJ7778 LUBBOCK MUN AIRPORT AIR BCN                        0603723.2 |
 DP0678| DP0672 SOUTHEAST LUBBOCK MUNICIPAL TK      APPROX. 7.3 KM 1453321.7 |
 DP0678| CJ7180 NORTH LUBBOCK MUN WATER TK                         1480731.6 |
 DP0678| DP0676 HOTEL LUBBOCK SILVER TANK           APPROX. 6.2 KM 1525321.4 |
 DP0678| DP0675 LUBBOCK MUN HS TIP OF DOME          APPROX. 6.5 KM 1650844.9 |
 DP0678| DP0674 LUBBOCK MUNICIPAL STANDPIPE         APPROX. 6.5 KM 1672031.6 |
 DP0678| DP0677 LUBBOCK W TEX INST ADMIN E CUP      APPROX. 5.7 KM 1755159.5 |
 DP0678| DP0671 LUBBOCK W TEX INST ADMIN W CUP      APPROX. 5.7 KM 1764346.3 |
 DP0678| CJ7779 LUBBOCK W TEX TECH COL TK                          1772552.2 |
 DP0678| CJ7028 MCCAULEY RM 1 AZIMUTH                              1885003.1 |
 DP0678| CJ7030 MCCAULEY RM 3                        46.142 METERS 21731     |
 DP0678| CJ7029 MCCAULEY RM 2                        21.325 METERS 32455     |
 DP0678|---------------------------------------------------------------------|
 DP0678
 DP0678                          SUPERSEDED SURVEY CONTROL
 DP0678
 DP0678  NAD 83(1986)-  33 38 04.28040(N)    101 52 43.04238(W) AD(       ) 1
 DP0678  NAD 27      -  33 38 03.98700(N)    101 52 41.42900(W) AD(       ) 1
 DP0678  NGVD 29 (07/19/86)  993.5    (m)         3260.     (f) VERT ANG       
 DP0678
 DP0678.Superseded values are not recommended for survey control.
 DP0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0678.See file dsdata.txt to determine how the superseded data were derived.
 DP0678
 DP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3298825351(NAD 83)
 DP0678_MARKER: DS = TRIANGULATION STATION DISK
 DP0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0678
 DP0678  HISTORY     - Date     Condition        Report By
 DP0678  HISTORY     - 1932     MONUMENTED       CGS
 DP0678  HISTORY     - 1935     GOOD             CGS
 DP0678  HISTORY     - 1938     GOOD             TXHD
 DP0678  HISTORY     - 1943     GOOD             CGS
 DP0678  HISTORY     - 1947     GOOD             CGS
 DP0678  HISTORY     - 1955     GOOD             CGS
 DP0678  HISTORY     - 1956     GOOD             USGS
 DP0678  HISTORY     - 1966     GOOD             USAF
 DP0678  HISTORY     - 1975     GOOD             NGS
 DP0678  HISTORY     - 1978     GOOD             DMA
 DP0678  HISTORY     - 1982     GOOD             NGS
 DP0678
 DP0678                          STATION DESCRIPTION
 DP0678
 DP0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0678'THREE AND ONE-HALF MILES N AND 2 MILES W OF THE COURTHOUSE
 DP0678'IN LUBBOCK, IN SECTION 12, ABOUT 0.5 MILE W AND 0.1 MILE S OF
 DP0678'THE SE CORNER OF SECTION 2, BLOCK D4, ON LAND OWNED BY JOHN
 DP0678'MC CAULEY, 63.85 METERS (209.5 FEET) SW OF THE SW CORNER OF
 DP0678'A YELLOW BUNGALOW, ON HIGH SANDY GROUND AT THE NW END OF A
 DP0678'SMALL DRY RESERVOIR, IN PASTURE LAND.  IT IS 22.27 METERS
 DP0678'(73.0 FEET) W OF AN E-W FENCE, AND 17 METERS (56 FEET) E OF
 DP0678'AN OBLIQUE FENCE RUNNING NE AND SW.  TO REACH STATION FROM
 DP0678'LUBBOCK GO W ON BROADWAY TO COLLEGE AVENUE (STATE HIGHWAY 7).
 DP0678'TURN N AND GO 1.4 MILES TO POINT WHERE HIGHWAY SWINGS TO
 DP0678'LEFT AND FOLLOWS RAILROAD.  LEAVE HIGHWAY AND CONTINUE N
 DP0678'ACROSS RAILROAD 1.9 MILES TO FARM ROAD LEADING TO LEFT.
 DP0678'TURN W ON FARM ROAD AND GO 0.35 MILE, THEN N 0.1 MILE AND W
 DP0678'0.1 MILE TO YELLOW BUNGALOW AND STATION.
 DP0678'
 DP0678'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 DP0678'IN CONCRETE.
 DP0678'
 DP0678'REFERENCE MARK NO. 1 IS IN AN E-W FENCE LINE, 0.24 MILE
 DP0678'(BY SPEEDOMETER) FROM STATION, S 08 DEG 50 MIN W.
 DP0678'
 DP0678'REFERENCE MARK NO. 2 IS IN THE OBLIQUE FENCE LINE 21.2 METERS
 DP0678'(70 FEET) FROM STATION, N 35 DEG 04 MIN W.
 DP0678'
 DP0678'OTHER BEARINGS FROM STATION ARE LUBBOCK, MUNICIPAL STANDPIPE,
 DP0678'S 12 DEG 39 MIN E.  LUBBOCK, WEST TEXAS INSTITUTE OF
 DP0678'TECHNOLOGY, WATER TANK, FINIAL, S 02 DEG 34 MIN E.
 DP0678
 DP0678                          STATION RECOVERY (1935)
 DP0678
 DP0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0678'STATION RECOVERED, ALL MARKS IN GOOD CONDITION.  IT IS 3-1/2
 DP0678'MILES N AND 2 MILES W OF THE COURTHOUSE IN LUBBOCK.  ABOUT
 DP0678'0.5 MILE W AND 0.1 MILE S OF THE SE CORNER OF SECTION 2,
 DP0678'BLOCK D4, ON LAND OWNED BY JOHN MC CAULEY, 210 FEET SW OF THE
 DP0678'SW CORNER OF A YELLOW BUNGALOW ON HIGH SANDY GROUND, AND 56
 DP0678'FEET E OF THE NE-SW FENCE LINE.
 DP0678'
 DP0678'REFERENCE MARK NO. 1 (1932) IS 420 YARDS S OF STATION IN
 DP0678'E-W FENCE LINE.
 DP0678'
 DP0678'REFERENCE MARK NO. 2 (1932) IS 21.325 METERS (69.96 FEET)
 DP0678'W OF STATION IN NE-SW FENCE LINE.
 DP0678'
 DP0678'REFERENCE MARK NO. 3 (1935) IS 46.142 METERS (151.39 FEET)
 DP0678'SW OF STATION AT E-W N-S FENCE CORNER.
 DP0678'
 DP0678'STATION IS REACHED FROM LUBBOCK BY GOING W ON BROADWAY TO
 DP0678'COLLEGE AVENUE (ROUTE 7).  TURN RIGHT (N) AND GO 1.4 MILES
 DP0678'TO POINT WHERE HIGHWAY SWINGS TO LEFT AND FOLLOWS RAILROAD.
 DP0678'LEAVE HIGHWAY 7 AND CONTINUE ACROSS RAILROAD FOR 1.9 MILES
 DP0678'TO FARM ROAD LEADING TO LEFT.  TURN LEFT (W) ON FARM ROAD
 DP0678'AND GO 0.35 MILE THENCE N FOR 0.1 MILE THENCE W FOR 0.1
 DP0678'MILE TO BUNGALOW AND STATION IN FIELD TO S.
 DP0678
 DP0678                          STATION RECOVERY (1938)
 DP0678
 DP0678'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0678'DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE MARKS
 DP0678'WERE FOUND IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER
 DP0678'THE AZIMUTH MARK.
 DP0678
 DP0678                          STATION RECOVERY (1943)
 DP0678
 DP0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 DP0678'ORIGINAL DESCRIPTION ADEQUATE.
 DP0678
 DP0678                          STATION RECOVERY (1947)
 DP0678
 DP0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAN)
 DP0678'DESCRIPTION ADEQUATE.  STATION AND REFERENCE MARK IN GOOD
 DP0678'CONDITION.
 DP0678
 DP0678                          STATION RECOVERY (1955)
 DP0678
 DP0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 DP0678'STATION AND REFERENCE MARKS 2 AND 3 RECOVERED AS DESCRIBED
 DP0678'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED, BELIEVED
 DP0678'DESTROYED DURING CULTIVATION.
 DP0678
 DP0678                          STATION RECOVERY (1956)
 DP0678
 DP0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DP0678'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DP0678'A RECENTLY SET POWER POLE IS NOW IN LINE OF SIGHT BETWEEN
 DP0678'STATION MARK AND REFERENCE MARK NO. 3.  REFERENCE MARK NO.
 DP0678'1 WAS FOUND UNDER WIND BLOWN SAND IN E-W FENCE LINE.  SHIFTING
 DP0678'SAND WILL PROBABLY COVER THIS MARK AGAIN.
 DP0678'
 DP0678'FOLLOWING IS A NEW ROUTE DESCRIPTION--FROM POST OFFICE IN
 DP0678'LUBBOCK, PROCEED WEST ON BROADWAY FOR 1.6 MILES TO COLLEGE
 DP0678'AVE.  TURN RIGHT AND GO NORTH FOR 1.5 MILES.  CROSS U.S. HIGHWAY
 DP0678'84 (CLOVIS ROAD) AND CONTINUE NORTH FOR 2.4 MILES.  TURN
 DP0678'LEFT ON T ROAD WEST AND PROCEED 0.4 MILES TO ENTRANCE OF HILL
 DP0678'CREST COUNTRY CLUB.  GO SOUTH ON DIRT ROAD 0.3 MILE, THEN
 DP0678'WEST AT RIGHT ANGLE BEND AND PROCEED 0.1 MILE TO TOP OF SMALL
 DP0678'HILL AND STATION.
 DP0678
 DP0678                          STATION RECOVERY (1966)
 DP0678
 DP0678'RECOVERY NOTE BY US AIR FORCE 1966 (DEA)
 DP0678'THE STATION WAS FOUND AS DESCRIBED.
 DP0678
 DP0678                          STATION RECOVERY (1975)
 DP0678
 DP0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 DP0678'THE STATION AND REFERENCE MARKS 2 AND 3 WERE FOUND IN GOOD
 DP0678'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0678'
 DP0678'THE FOLLOWING IS A NEW DESCRIPTION--
 DP0678'
 DP0678'FROM THE POST OFFICE IN LUBBOCK PROCEED WEST ON 15TH ST. 1.6
 DP0678'MILES TO UNIVERSITY AVENUE.  TURN RIGHT AND GO NORTH 1.7
 DP0678'MILES.  CROSS U.S. HIGHWAY 84 (CLOVIS ROAD) AND CONTINUE
 DP0678'NORTH 1.75 MILES TO THE SOUTH DRIVEWAY OF THE LUBBOCKSTATE
 DP0678'SCHOOL.  TURN LEFT INTO THE DRIVEWAY AND PROCEED 0.7 MILES
 DP0678'AROUND DRIVE TO BRICK DRIVEWAY ON LEFT.  TURN LEFT AND FOLLOW
 DP0678'DRIVE TO GREENHOUSE, NURSERY, AND STATION.
 DP0678'
 DP0678'STATION IS A STANDARD TRIANGULATION STATION DISK SET IN
 DP0678'A CONCRETE CYLINDER ONE INCH ABOVE THE SURFACE OF THE GROUND.
 DP0678'33.5 FT. NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BASE
 DP0678'OF A TRANSFORMER AT THE NORTHEAST CORNER OF A CHAINLINK FENCE
 DP0678'AROUND A CORREGATED METAL BUILDING.
 DP0678'
 DP0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 DP0678'MILES NORTHWEST OF LUBBOCK
 DP0678
 DP0678                          STATION RECOVERY (1978)
 DP0678
 DP0678'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (P)
 DP0678'MC CAULEY RECOVERED GOOD.
 DP0678'
 DP0678'NO. 2 RECOVERED GOOD.
 DP0678'
 DP0678'NO. 2 RECOVERED GOOD.
 DP0678'
 DP0678'STATION NOW LOCATED AT THE LUBBOCK STATE SCHOOL, ABOUT 0.4 MILE
 DP0678'WEST OF THE ADMINISTRATION BLDG.  ATOP THE SMALL HILL AT THE
 DP0678'PLAYGROUND AND GREENHOUSE.
 DP0678'
 DP0678'DISTANCE AND DIRECTION FROM NEAREST TOWN--NW OF LUBBOCK.
 DP0678
 DP0678                          STATION RECOVERY (1982)
 DP0678
 DP0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DP0678'THE STATION, REFERENCE MARK NO 1, NO 2, AND NO 3 WERE RECOVERED IN
 DP0678'GOOD CONDITION AS DESCRIBED IN 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0890 ***********************************************************************
 CU0890  DESIGNATION -  MCCAULLEY ET
 CU0890  PID         -  CU0890
 CU0890  STATE/COUNTY-  TX/FISHER
 CU0890  USGS QUAD   -  MC CAULLEY (1981)
 CU0890
 CU0890                         *CURRENT SURVEY CONTROL
 CU0890  ___________________________________________________________________
 CU0890* NAD 83(1993)-  32 45 24.60015(N)    100 11 45.07114(W)     ADJUSTED  
 CU0890* NAVD 88     -       602.5    (meters)    1977.     (feet)  VERTCON   
 CU0890  ___________________________________________________________________
 CU0890  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CU0890  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CU0890
 CU0890  HORZ ORDER  -  THIRD
 CU0890
 CU0890.The horizontal coordinates were established by classical geodetic methods
 CU0890.and adjusted by the National Geodetic Survey in February 1996..
 CU0890
 CU0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0890
 CU0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0890
 CU0890.The geoid height was determined by GEOID03.
 CU0890
 CU0890;                    North         East     Units Scale Factor Converg.
 CU0890;SPC TXNC     - 2,122,170.950   441,108.822   MT  0.99988578   -0 55 29.7
 CU0890;SPC TXNC     - 6,962,489.19  1,447,204.53   sFT  0.99988578   -0 55 29.7
 CU0890;UTM  14      - 3,624,962.578   387,979.558   MT  0.99975473   -0 38 49.6
 CU0890
 CU0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0890!SPC TXNC     -   0.99990987  x   0.99988578  =   0.99979566
 CU0890!UTM  14      -   0.99990987  x   0.99975473  =   0.99966462
 CU0890
 CU0890:                Primary Azimuth Mark                     Grid Az
 CU0890:SPC TXNC     -  PARDUE                                   323 02 14.6
 CU0890:UTM  14      -  PARDUE                                   322 45 34.5
 CU0890
 CU0890|---------------------------------------------------------------------|
 CU0890| PID    Reference Object                     Distance      Geod. Az  |
 CU0890|                                                           dddmmss.s |
 CU0890| CU0906 PARDUE                              APPROX.15.6 KM 3220644.9 |
 CU0890|---------------------------------------------------------------------|
 CU0890
 CU0890                          SUPERSEDED SURVEY CONTROL
 CU0890
 CU0890  NAD 83(1993)-  32 45 24.60475(N)    100 11 45.06577(W) AD(       ) 3
 CU0890  NAD 83(1986)-  32 45 24.60546(N)    100 11 45.06234(W) AD(       ) 3
 CU0890  NAD 27      -  32 45 24.20450(N)    100 11 43.71062(W) AD(       ) 3
 CU0890  NGVD 29 (07/19/86)  602.3    (m)         1976.     (f) VERT ANG       
 CU0890
 CU0890.Superseded values are not recommended for survey control.
 CU0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0890.See file dsdata.txt to determine how the superseded data were derived.
 CU0890
 CU0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8798024963(NAD 83)
 CU0890_MARKER: DD = SURVEY DISK
 CU0890_SETTING: 0 = UNSPECIFIED SETTING
 CU0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0890
 CU0890  HISTORY     - Date     Condition        Report By
 CU0890  HISTORY     - 1965     MONUMENTED       USGS
 CU0890
 CU0890                          STATION DESCRIPTION
 CU0890
 CU0890'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CU0890'LOCATED ABOUT 10 MI. (AIRLINE) SSW. OF HAMLIN, TEXAS, ABOUT 11 MI.
 CU0890'(AIRLINE) E. OF ROBY, TEXAS, ABOUT 18 MI. (AIRLINE) W. OF ANSON,
 CU0890'TEXAS.
 CU0890'
 CU0890'FROM CITY CENTER TRAFFIC LIGHT IN HAMLIN, TEXAS, GO 0.4 MI. S. TO
 CU0890'JUNCTION OF U.S. HIGHWAY 83 AND FARM ROAD 57, THENCE 7.8 MI. SW. ALONG
 CU0890'FARM ROAD 57 TO MCCAULLEY, TEXAS, CONTINUE 2.0 MI. SW. ALONG FARM ROAD
 CU0890'57 TO HIGHEAY JUNCTION WITH U.S. HIGHWAY 180 AT RAILROAD OVERPASS AND
 CU0890'INTERCHANGE, THENCE GO 1.1 MI. E. ALONG U.S. HIGHWAY 180 TO JUNCTION
 CU0890'WITH FARM ROAD 1812, CONTINUE 0.4 MI. E. ALONG HIGHWAY 180 TO CREST
 CU0890'OF A NE-SW. RIDGE AT POINT WHERE HIGHWAY MAKES A GENTLE CURVE TO
 CU0890'S., AND TO STATION SITE.  LOCATED 47 FT. S. OF CENTERLINE OF HIGHWAY
 CU0890'180, 1.8 FT. N. OF S. RIGHT-OF-WAY FENCE AND 107 FT. W. OF CENTER OF
 CU0890'A FIELD GATE ON S. RIGHT-OF-WAY FENCE.
 CU0890'
 CU0890'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED
 CU0890'---MC CAULLEY-ET-1965---, SET IN TOP OF A CONCRETE POST, PROJECTING
 CU0890'0.5 FT. ABOVE NORMAL GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2005 ***********************************************************************
 FL2005  DESIGNATION -  MCCLELLAND
 FL2005  PID         -  FL2005
 FL2005  STATE/COUNTY-  TX/GRAY
 FL2005  USGS QUAD   -  TAYLOR RANCH (1968)
 FL2005
 FL2005                         *CURRENT SURVEY CONTROL
 FL2005  ___________________________________________________________________
 FL2005* NAD 83(1993)-  35 20 52.40625(N)    100 48 50.80567(W)     ADJUSTED  
 FL2005* NAVD 88     -       952.     (meters)    3123.     (feet)  SCALED    
 FL2005  ___________________________________________________________________
 FL2005  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 FL2005  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL2005
 FL2005  HORZ ORDER  -  FIRST
 FL2005
 FL2005.The horizontal coordinates were established by classical geodetic methods
 FL2005.and adjusted by the National Geodetic Survey in February 1996..
 FL2005
 FL2005.The orthometric height was scaled from a topographic map.
 FL2005
 FL2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2005
 FL2005.The geoid height was determined by GEOID03.
 FL2005
 FL2005;                    North         East     Units Scale Factor Converg.
 FL2005;SPC TX N     - 1,149,746.590   262,341.227   MT  0.99991162   +0 23 51.0
 FL2005;SPC TX N     - 3,772,126.94    860,697.84   sFT  0.99991162   +0 23 51.0
 FL2005;UTM  14      - 3,913,134.034   335,153.721   MT  0.99993489   -1 02 59.2
 FL2005
 FL2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2005!SPC TX N     -   0.99985461  x   0.99991162  =   0.99976625
 FL2005!UTM  14      -   0.99985461  x   0.99993489  =   0.99978951
 FL2005
 FL2005|---------------------------------------------------------------------|
 FL2005| PID    Reference Object                     Distance      Geod. Az  |
 FL2005|                                                           dddmmss.s |
 FL2005| CK9387 MCCLELLAND RM 1                      16.425 METERS 06946     |
 FL2005| CK9386 MCCLELLAND AZ MK                                   0911436.4 |
 FL2005| CK9388 MCCLELLAND RM 2                      16.496 METERS 16555     |
 FL2005| FL1995 ROCKLEDGE HUMBLE TANK               APPROX.18.9 KM 1795738.5 |
 FL2005|---------------------------------------------------------------------|
 FL2005
 FL2005                          SUPERSEDED SURVEY CONTROL
 FL2005
 FL2005  NAD 83(1993)-  35 20 52.40805(N)    100 48 50.80435(W) AD(       ) 1
 FL2005  NAD 83(1986)-  35 20 52.41161(N)    100 48 50.79579(W) AD(       ) 1
 FL2005  NAD 27      -  35 20 52.23900(N)    100 48 49.27800(W) AD(       ) 1
 FL2005
 FL2005.Superseded values are not recommended for survey control.
 FL2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2005.See file dsdata.txt to determine how the superseded data were derived.
 FL2005
 FL2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3515413134(NAD 83)
 FL2005_MARKER: DS = TRIANGULATION STATION DISK
 FL2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2005
 FL2005  HISTORY     - Date     Condition        Report By
 FL2005  HISTORY     - 1951     MONUMENTED       CGS
 FL2005  HISTORY     - 1956     GOOD             CGS
 FL2005  HISTORY     - 1970     GOOD             USAF
 FL2005
 FL2005                          STATION DESCRIPTION
 FL2005
 FL2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2005'THE STATION IS LOCATED ABOUT 15 MILES AIR LINE SOUTHEAST
 FL2005'OF PAMPA.  6 MILES SOUTH OF LEFORS.  200 FEET NORTH OF AN
 FL2005'EAST-WEST DIRT ROAD.  30 FEET SOUTHWEST OF A TRACK ROAD AND
 FL2005'3 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE STATION MARK,
 FL2005'STAMPED MC CLELLAND 1951, IS A BRONZE DISK SET IN A SQUARE
 FL2005'CONCRETE POST THAT PROJECTS ABOUT 6 INCHES.
 FL2005'
 FL2005'REFERENCE MARK NO. 1, STAMPED MC CLELLAND NO 1 1951, IS A
 FL2005'BRONZE DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2
 FL2005'INCHES.
 FL2005'
 FL2005'REFERENCE MARK NO. 2, STAMPED MC CLELLAND NO 2 1951, IS A
 FL2005'BRONZE DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS
 FL2005'1 INCH.
 FL2005'THE AZIMUTH MARK, STAMPED MC CLELLAND 1951, IS A BRONZE DISK
 FL2005'SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 FL2005'IS ABOUT 60 FEET WEST OF THE WEST EDGE OF A CATTLE GUARD.
 FL2005'40 FEET NORTH OF THE CENTER OF A DIRT ROAD.  3 FEET NORTHWEST
 FL2005'OF A WHITE WITNESS POST AND 2 FEET NORTHEAST OF A TELEPHONE
 FL2005'POLE.
 FL2005'
 FL2005'TO REACH THE STATION FROM THE BLINKER LIGHT IN ALANREED,
 FL2005'GO NORTH, WEST AND NORTH ON FARM ROAD 291 FOR 11.8 MILES
 FL2005'TO A CROSSROAD.  TURN LEFT, WEST, AND FOLLOW THE DIRT ROAD
 FL2005'FOR 1.0 MILE TO A CATTLE GUARD ON THE RIGHT, AND THE AZIMUTH
 FL2005'MARK ALSO ON THE RIGHT.  CONTINUE WEST ON THE DIRT ROAD FOR
 FL2005'1.0 MILE TO THE STATION ON THE RIGHT, ABOUT 200 FEET NORTH
 FL2005'OF THE ROAD.
 FL2005
 FL2005                          STATION RECOVERY (1956)
 FL2005
 FL2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2005'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL2005'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL2005'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL2005
 FL2005                          STATION RECOVERY (1970)
 FL2005
 FL2005'RECOVERY NOTE BY US AIR FORCE 1970
 FL2005'STATION, R.M. 1, R.M. 2 AND AZIMUTH MARK RECOVERED IN GOOD
 FL2005'CONDITION.  1951 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0997 ***********************************************************************
 CT0997  DESIGNATION -  MCCLENNY RESET
 CT0997  PID         -  CT0997
 CT0997  STATE/COUNTY-  TX/ERATH
 CT0997  USGS QUAD   -  MORGAN MILL (1965)
 CT0997
 CT0997                         *CURRENT SURVEY CONTROL
 CT0997  ___________________________________________________________________
 CT0997* NAD 83(1993)-  32 27 09.53923(N)    098 11 35.58316(W)     ADJUSTED  
 CT0997* NAVD 88     -       402.7    (meters)    1321.     (feet)  VERTCON   
 CT0997  ___________________________________________________________________
 CT0997  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CT0997  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CT0997
 CT0997  HORZ ORDER  -  FIRST
 CT0997
 CT0997.The horizontal coordinates were established by classical geodetic methods
 CT0997.and adjusted by the National Geodetic Survey in February 1996..
 CT0997
 CT0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0997
 CT0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0997
 CT0997.The geoid height was determined by GEOID03.
 CT0997
 CT0997;                    North         East     Units Scale Factor Converg.
 CT0997;SPC TXNC     - 2,087,200.624   628,843.368   MT  0.99992688   +0 10 02.3
 CT0997;SPC TXNC     - 6,847,757.38  2,063,130.28   sFT  0.99992688   +0 10 02.3
 CT0997;UTM  14      - 3,590,896.794   575,829.230   MT  0.99967090   +0 25 58.6
 CT0997
 CT0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0997!SPC TXNC     -   0.99994126  x   0.99992688  =   0.99986815
 CT0997!UTM  14      -   0.99994126  x   0.99967090  =   0.99961218
 CT0997
 CT0997|---------------------------------------------------------------------|
 CT0997| PID    Reference Object                     Distance      Geod. Az  |
 CT0997|                                                           dddmmss.s |
 CT0997| CX7725 MCCLENNY RM                          53.892 METERS 01848     |
 CT0997| CX7726 MCCLENNY RM 1                        53.925 METERS 01849     |
 CT0997| CX8622 MCCLENNY AZ MK                                     0644414.9 |
 CT0997| CX7728 MCCLENNY RM 3                        14.977 METERS 18352     |
 CT0997| CT0998 MC CLENNY RM A 1967                  28.577 METERS 26917     |
 CT0997| CX7727 MCCLENNY RM 2                        17.700 METERS 28941     |
 CT0997|---------------------------------------------------------------------|
 CT0997
 CT0997                          SUPERSEDED SURVEY CONTROL
 CT0997
 CT0997  NAD 83(1986)-  32 27 09.54346(N)    098 11 35.56605(W) AD(       ) 1
 CT0997  NAD 27      -  32 27 09.06200(N)    098 11 34.41300(W) AD(       ) 1
 CT0997  NGVD 29 (07/28/98)  402.6    (m)         1321.     (f) VERT ANG       
 CT0997
 CT0997.Superseded values are not recommended for survey control.
 CT0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0997.See file dsdata.txt to determine how the superseded data were derived.
 CT0997
 CT0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7582990897(NAD 83)
 CT0997_MARKER: DS = TRIANGULATION STATION DISK
 CT0997_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CT0997_PROJECTION: FLUSH
 CT0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0997+STABILITY: SURFACE MOTION
 CT0997
 CT0997  HISTORY     - Date     Condition        Report By
 CT0997  HISTORY     - 1937     MONUMENTED       CGS
 CT0997  HISTORY     - 1954     GOOD             CGS
 CT0997  HISTORY     - 1960     GOOD             CGS
 CT0997  HISTORY     - 1960     GOOD             NGS
 CT0997  HISTORY     - 1967     GOOD             CGS
 CT0997  HISTORY     - 1967     GOOD             CGS
 CT0997
 CT0997                          STATION DESCRIPTION
 CT0997
 CT0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CT0997'STATION RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE
 CT0997'SURFACE STATION MARK HAS BEEN REMOVED AND DESTROYED.  UNDERGROUND
 CT0997'MARK AND REFERENCE MARK FOUND AS DESCRIBED AND IN GOOD CONDITION.
 CT0997'BLAZES ON TREES HAVE GROWN OVER.  FOLLOWING IS NEW DESCRIPTION.
 CT0997'
 CT0997'ABOUT 4 MILES N, 2-1/2 MILES W OF MORGANS MILL.  IT IS NEAR THE
 CT0997'NW END AND ON THE HIGHEST POINT OF A LONG TIMBERED RIDGE
 CT0997'THAT LIES BETWEEN THE SANTO ROAD AND THE GORDON ROAD, ON
 CT0997'PROPERTY OWNED BY MRS. GERTRUDE PATTON AND MANAGED BY MR.
 CT0997'ROBERTS.
 CT0997'
 CT0997'SURFACE STATION MARK (1937) IS A STANDARD BRONZE SET IN CONCRETE
 CT0997'POST THAT PROJECTS ABOUT 6 INCHES.
 CT0997'
 CT0997'UNDERGROUND STATION MARK IS A NAIL IN TERRA-COTTA PIPE SET
 CT0997'IN CONCRETE.
 CT0997'
 CT0997'REFERENCE MARK (1902) IS A LARGE NAIL IN TERRA-COTTA PIPE
 CT0997'SET IN CONCRETE.  IT IS N OF STATION AND FLUSH WITH THE GROUND.
 CT0997'
 CT0997'REFERENCE MARK (1937) IS A STANDARD BRONZE DISK SET IN CONCRETE
 CT0997'POST THAT PROJECTS 8 INCHES.  IT IS W OF STATION.
 CT0997'
 CT0997'AZIMUTH MARK IS A STANDARD BRONZE DISK IN A FLAT ROCK OUTCROP
 CT0997'ABOUT 5 FEET ACROSS AND FLUSH WITH THE GROUND ABOUT 0.6 MILE E OF
 CT0997'THE STATION, 45 PACES N OF A FENCE AND 55 PACES W OF A GATE
 CT0997'AND ABOUT 55 PACES W OF TOP OF RIDGE.  TO REACH FROM STATION
 CT0997'GO E FROM TRIANGULAR BLAZE FOR 0.35 MILE TO FORK, THENCE LEFT
 CT0997'FORK E FOR 0.35 MILE TO GATE MENTIONED ABOVE.  ELEVATION
 CT0997'OF STATION 401.6 METERS (1,318 FEET).
 CT0997'
 CT0997'REACHED FROM MORGANS MILL BY GOING N 0.1 MILE TO HIGHWAY,
 CT0997'THEN TURN RIGHT AND GO NE ON HIGHWAY FOR 0.5 MILE TO A FORK,
 CT0997'THENCE LEAVE HIGHWAY, TAKE LEFT FORK AND GO N ON SANTO ROAD
 CT0997'FOR 4.75 MILES TO A GATE ACROSS CATTLEGUARD ON LEFT, THENCE
 CT0997'TURN LEFT THROUGH GATE AND CATTLEGUARD AND FOLLOW A TRAIL
 CT0997'ROAD WESTERLY UPHILL THROUGH PASTURE FOR 0.95 MILE TO TOP
 CT0997'OF RIDGE, THEN TURN RIGHT AND FOLLOW TRAIL ROAD NW FOR 0.65
 CT0997'MILE TO A FORK, THEN RIGHT FORK NW ABOUT 50 YARDS TO A
 CT0997'TRIANGLE BLAZE ON A TREE TO RIGHT OF ROAD, THEN LEAVE ROAD, TURN
 CT0997'RIGHT AND GO NE THROUGH TIMBER ABOUT 100 YARDS TO HIGHEST
 CT0997'POINT AND STATION.
 CT0997'
 CT0997'REACHED FROM THURBER BY GOING E ON STATE HIGHWAY 89 FOR 16.7
 CT0997'MILES TO CROSSROADS AT A SIGN ON LEFT THAT READS SANTO
 CT0997'2-1/2 MILES THENCE LEAVE STATE HIGHWAY 89, TURN RIGHT AND
 CT0997'GO S AND E ON GRADED DIRT ROAD FOR 3.75 MILES TO A SIDE ROAD
 CT0997'S AND A CHURCH TO LEFT, THENCE TURN RIGHT AND GO S 1.9 MILES
 CT0997'TO PATILA STORE, THENCE CONTINUE S ON GRADED DIRT ROAD FOR 3.65
 CT0997'MILES TO GATE ACROSS CATTLEGUARD ON THE RIGHT AS IN THE ABOVE
 CT0997'PARAGRAPH.
 CT0997
 CT0997                          STATION RECOVERY (1954)
 CT0997
 CT0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CT0997'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CT0997'AS REMARKED AND DESCRIBED BY O.S.R. IN 1937.
 CT0997
 CT0997                          STATION RECOVERY (1960)
 CT0997
 CT0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 CT0997'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CT0997'AS DESCRIBED.  REFERENCE MARKS SET IN 1937.  NO ATTEMPT
 CT0997'WAS MADE TO RECOVER THE AZIMUTH MARK.
 CT0997'
 CT0997'TO REACH THE STATION FROM MORGAN MILL, FOLLOW F.M. 1715
 CT0997'NORTHWEST FOR 4.10 MILES.  TURN OFF F.M. TO RIGHT THROUGH
 CT0997'CATTLEGUARD, FOLLOW MAIN RANCH ROAD.  AT 0.87 MILE, TAKE
 CT0997'LEFT FORK, PASS THROUGH GATE.  AT 0.96 MILE PASS THROUGH SECOND
 CT0997'GATE.  AT 1.27 MILE, TURN LEFT AND FOLLOW FENCE.  AT 1.51
 CT0997'MILE TURN RIGHT AND LEAVE FENCE.  AT 1.77 MILE HIT T-ROAD.
 CT0997'STATION IS 425 FEET STRAIGHT AHEAD.
 CT0997
 CT0997                          STATION RECOVERY (1960)
 CT0997
 CT0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CT0997'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32098-2, STATION 1004.
 CT0997'RECOVERED BY USGS IN 1958.
 CT0997'RECOVERED BY NGS IN 1960.
 CT0997'STATION MARK--USC AND GS STANDARD TABLET STAMPED---MCCLENNY,
 CT0997'1902-37---, ON A CONCRETE POST PROJECTING 0.3 FT.
 CT0997
 CT0997                          STATION RECOVERY (1967)
 CT0997
 CT0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CT0997'THE STATION MARK TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 CT0997'RECOVERED AND FOUND IN GOOD CONDITION.  A REFERENCE MARK NO 3 WAS
 CT0997'ESTABLISHED, THIS DATE, SINCE ONE OF THE EXISTING REFERENCE MARKS
 CT0997'WAS MARKED WITH A NAIL ONLY.
 CT0997'
 CT0997'THE STATION IS LOCATED ABOUT 16 MILES NORTH OF STEPHENVILLE,
 CT0997'10 MILES SOUTH OF SANTO, 4-1/2 MILES NORTH-NORTHWEST OF MORGAN
 CT0997'HILL AND ON PROPERTY OWNED AND OCCUPIED BY MR. C.N. ULMER.
 CT0997'
 CT0997'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281,
 CT0997'FARM ROAD 1715 AND FARM ROAD 1189 IN MORGAN HILL, GO NORTHWEST
 CT0997'ON FARM ROAD 1715 FOR 4.1 MILES TO A DRIVE WAY ON THE RIGHT.  TURN
 CT0997'RIGHT CROSS OVER A CATTLE GUARD AND GO EAST ON DRIVEWAY FOR
 CT0997'0.2 MILE TO A FORK.  (THE ROAD RIGHT GOES TO MR. C.N. ULMERS
 CT0997'HOUSE.) TURN LEFT AND GO NORTHERLY ON FIELD ROAD FOR 0.4
 CT0997'MILE TO A FORK.  KEEP RIGHT FORK AND GO NORTHEASTERLY ON FIELD
 CT0997'ROAD FOR 0.1 MILE TO A CATTLE GUARD.  CROSS CATTLE GUARD AND
 CT0997'GO EAST-NORTHEAST FOR 0.2 MILE TO A FORK.  TAKE RIGHT FORK AND
 CT0997'GO 0.05 MILE TO A GATE.  CONTINUE EAST-NORTHEAST FOR 0.3
 CT0997'MILE TO A FIELD ROAD ON THE LEFT.  (CONTINUE
 CT0997'EAST-NORTHEAST FOR 0.75 MILE TO A GATE AND THE AZIMUTH MARK
 CT0997'AS DESCRIBED.) TURN LEFT ON DIM TRACK ROAD AND GO NORTH FOR
 CT0997'0.1 MILE, THENCE BEAR RIGHT ACROSS PASTURE FOR 0.1 MILE
 CT0997'TO THE STATION AS DESCRIBED.
 CT0997'
 CT0997'THE STATION MARK IS A STANDARD DISK, STAMPED MC CLENNY 1902
 CT0997'1937, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CT0997'THAT PROJECTS 3-INCHES.  IT IS 9.0 FEET NORTHWEST OF A METAL
 CT0997'WITNESS POST WITH SIGN.
 CT0997'
 CT0997'REFERENCE MARK 1 IS A NAIL SET NEAR THE CENTER OF A 12-INCH
 CT0997'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CT0997'SURFACE.  IT IS 185.9 FEET NORTH OF THE METAL WITNESS POST
 CT0997'WITH SIGN.
 CT0997'
 CT0997'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MC CLENNY 1902
 CT0997'1937, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CT0997'PROJECTS 6-INCHES.  IT IS 64.0 FEET WEST OF THE METAL WITNESS
 CT0997'POST WITH SIGN.
 CT0997'
 CT0997'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MC CLENNY NO 3
 CT0997'1902 1967, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 CT0997'THAT PROJECTS 2-INCHES.  IT IS 14.0 FEET SOUTH OF THE METAL
 CT0997'WITNESS POST WITH SIGN.
 CT0997'
 CT0997'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MC CLENNY 1902
 CT0997'1937, CEMENTED IN A DRILL HOLE IN GRANITE OUTCROP FLUSH WITH
 CT0997'THE GROUND.  IT IS 165 FEET WEST-NORTHWEST OF THE CENTER OF
 CT0997'THE ALUMINUM GATE, 135 FEET NORTH-NORTHWEST OF THE FENCE LINE
 CT0997'AND WITNESS POST, 124 FEET WEST OF THE CENTER OF A TRACK
 CT0997'ROAD AND 1.5 FEET SOUTHWEST OF AN 18-INCH CAIRN.
 CT0997
 CT0997                          STATION RECOVERY (1967)
 CT0997
 CT0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 CT0997'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED AS
 CT0997'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  AS DESCRIBED IN 1967.
 CT0997'
 CT0997'A CHECK WAS MADE FOR THE DISTANCE AND DIRECTION TO THE AZIMUTH MARK
 CT0997'AND REFERENCE MARKS AND WERE FOUND TO BE ADEQUATE.
 CT0997'
 CT0997'THE LOCATION OF THE STATION AND THE TO REACH WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1066 ***********************************************************************
 CD1066  DESIGNATION -  MCCLINTOCK
 CD1066  PID         -  CD1066
 CD1066  STATE/COUNTY-  TX/HUDSPETH
 CD1066  USGS QUAD   -  NEELY CANYON (1972)
 CD1066
 CD1066                         *CURRENT SURVEY CONTROL
 CD1066  ___________________________________________________________________
 CD1066* NAD 83(1993)-  31 07 14.83092(N)    105 35 52.52992(W)     ADJUSTED  
 CD1066* NAVD 88     -      1132.     (meters)    3714.     (feet)  SCALED    
 CD1066  ___________________________________________________________________
 CD1066  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 CD1066  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CD1066
 CD1066  HORZ ORDER  -  FIRST
 CD1066
 CD1066.The horizontal coordinates were established by classical geodetic methods
 CD1066.and adjusted by the National Geodetic Survey in February 1996..
 CD1066
 CD1066.The orthometric height was scaled from a topographic map.
 CD1066
 CD1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1066
 CD1066.The geoid height was determined by GEOID03.
 CD1066
 CD1066;                    North         East     Units Scale Factor Converg.
 CD1066;SPC TX C     - 3,173,075.565   198,089.621   MT  0.99988390   -2 42 41.7
 CD1066;SPC TX C     -10,410,332.08    649,899.03   sFT  0.99988390   -2 42 41.7
 CD1066;UTM  13      - 3,443,141.972   442,990.047   MT  0.99964009   -0 18 32.6
 CD1066
 CD1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1066!SPC TX C     -   0.99982605  x   0.99988390  =   0.99970997
 CD1066!UTM  13      -   0.99982605  x   0.99964009  =   0.99946620
 CD1066
 CD1066|---------------------------------------------------------------------|
 CD1066| PID    Reference Object                     Distance      Geod. Az  |
 CD1066|                                                           dddmmss.s |
 CD1066| CH8984 MCCLINTOCK RM 1                       8.848 METERS 06721     |
 CD1066| CH8985 MCCLINTOCK RM 2                       7.958 METERS 16819     |
 CD1066| CH8983 MCCLINTOCK AZ MK                                   2921218.1 |
 CD1066|---------------------------------------------------------------------|
 CD1066
 CD1066                          SUPERSEDED SURVEY CONTROL
 CD1066
 CD1066  NAD 83(1986)-  31 07 14.84188(N)    105 35 52.52379(W) AD(       ) 1
 CD1066  NAD 27      -  31 07 14.37500(N)    105 35 50.67000(W) AD(       ) 1
 CD1066
 CD1066.Superseded values are not recommended for survey control.
 CD1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1066.See file dsdata.txt to determine how the superseded data were derived.
 CD1066
 CD1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ4299043142(NAD 83)
 CD1066_MARKER: DS = TRIANGULATION STATION DISK
 CD1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1066
 CD1066  HISTORY     - Date     Condition        Report By
 CD1066  HISTORY     - 1934     MONUMENTED       CGS
 CD1066
 CD1066                          STATION DESCRIPTION
 CD1066
 CD1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1066'STATION IS ABOUT 20 MILES SE OF FORT HANCOCK ON A HIGH BRUSHY
 CD1066'GRAVEL RIDGE, 3 MILES E OF A COTTON GIN ON THE RIVER ROAD AND
 CD1066'2 MILES FROM THE RIO GRANDE.  THERE IS A DEEP ARROYO ON EACH
 CD1066'SIDE OF THE RIDGE.
 CD1066'
 CD1066'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CD1066'DISKS SET IN CONCRETE.
 CD1066'
 CD1066'AZIMUTH MARK IS 6 FEET E OF THE TRAIL AT THE END OF TRUCK
 CD1066'TRAVEL.
 CD1066'
 CD1066'THE STATION IS REACHED FROM THE SIERRA BLANCA POST OFFICE BY
 CD1066'GOING W ON THE OLD U.S. HIGHWAY 80 PAVEMENT 9.6 MILES TO
 CD1066'SOUTHERN PACIFIC RAILROAD STATION LASCA.  LEAVE HIGHWAY AND
 CD1066'DRIVE S AND SW ON A GOOD DIRT ROAD, CROSSING CATTLE GUARD
 CD1066'AFTER 1/4 MILE.  GO 8.8 MILES TO A BLACK ROCKY HILL 200
 CD1066'YARDS FROM THE ROAD.  CONTINUE SW ON THE MAIN ROAD 05.4 MILES
 CD1066'TO THE RIVER ROAD AT A POINT JUST W OF A WOOD BRIDGE ON THE
 CD1066'RIVER ROAD.  TURN LEFT (SE) ON THE RIVER ROAD AND GO 0.2 MILE.
 CD1066'PASS A COTTON GIN 200 YARDS S OF THE ROAD.  CONTINUE SE 2.6
 CD1066'MILES TO METAL MAIL BOX ON THE S SIDE OF THE ROAD.  CONTINUE
 CD1066'ON THE ROAD 0.3 MILE.  LEAVE MAIN ROAD AND TURN LEFT (NE)
 CD1066'DRIVING THROUGH SANDY ARROYO AND ONTO GRAVEL RIDGE A TOTAL
 CD1066'OF 1.8 MILES TO END OF TRUCK TRAVEL.  FROM THIS POINT THE
 CD1066'STATION IS ACROSS THE WASH AND ON THE RIDGE TO THE E, A
 CD1066'DISTANCE OF ABOUT 1/3 MILE.  IT IS ABOUT A 20-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7291 ***********************************************************************
 AC7291  DESIGNATION -  MCCOLLUM
 AC7291  PID         -  AC7291
 AC7291  STATE/COUNTY-  TX/BOSQUE
 AC7291  USGS QUAD   -  LAGUNA PARK (1966)
 AC7291
 AC7291                         *CURRENT SURVEY CONTROL
 AC7291  ___________________________________________________________________
 AC7291* NAD 83(1993)-  31 50 58.10279(N)    097 28 46.46300(W)     ADJUSTED  
 AC7291* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 AC7291  ___________________________________________________________________
 AC7291  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AC7291  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AC7291
 AC7291  HORZ ORDER  -  THIRD
 AC7291
 AC7291.The horizontal coordinates were established by classical geodetic methods
 AC7291.and adjusted by the National Geodetic Survey in March 1997..
 AC7291
 AC7291.The orthometric height was scaled from a topographic map.
 AC7291
 AC7291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7291
 AC7291.The geoid height was determined by GEOID03.
 AC7291
 AC7291;                    North         East     Units Scale Factor Converg.
 AC7291;SPC TX C     - 3,245,450.061   970,068.362   MT  0.99999108   +1 28 11.5
 AC7291;SPC TX C     -10,647,780.74  3,182,632.62   sFT  0.99999108   +1 28 11.5
 AC7291;UTM  14      - 3,524,758.450   643,854.118   MT  0.99985522   +0 48 08.8
 AC7291
 AC7291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7291!SPC TX C     -   0.99996443  x   0.99999108  =   0.99995551
 AC7291!UTM  14      -   0.99996443  x   0.99985522  =   0.99981966
 AC7291
 AC7291                          SUPERSEDED SURVEY CONTROL
 AC7291
 AC7291.No superseded survey control is available for this station.
 AC7291
 AC7291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA4385424758(NAD 83)
 AC7291_MARKER: DS = TRIANGULATION STATION DISK
 AC7291
 AC7291  HISTORY     - Date     Condition        Report By
 AC7291  HISTORY     - 1955     MONUMENTED       USGS
 AC7291  HISTORY     - 19990828 GOOD             USPSQD
 AC7291  HISTORY     - 20010317 GOOD             USPSQD
 AC7291
 AC7291                          STATION DESCRIPTION
 AC7291
 AC7291'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7291'STATION IS LOCATED 1.0 MI. (AIRLINE) E. OF WOMACK, TEXAS, 6.75 MI.
 AC7291'ENE. OF THE POST OFFICE IN CLIFTON, TEXAS, 8.25 MI. (AIRLINE) SE. OF
 AC7291'THE COUNTY COURTHOUSE IN MERIDIAN, TEXAS.  STATION IS LOCATED 45.8 FT.
 AC7291'N. OF PRIVATE RD., 139.8 FT. E. OF CATTLEGUARD.  THE STATION MAY BE
 AC7291'REACHED FROM THE POST OFFICE IN CLIFTON, TEXAS, BY PROCEEDING E. ALONG
 AC7291'TEXAS FARM ROAD 215 FOR 7.4 MI. TO INTERSECTION OF TEXAS FARM ROAD 215
 AC7291'AND PRIVATE RD. S. LEADING TO THE PROPERTY OF F.T. MCCOLLUM, TURN
 AC7291'RIGHT AND CONTINUE ALONG PRIVATE RD. FOR 0.05 MI. TO POINT ON THE
 AC7291'GRAVEL RD. OPPOSITE STATION.  STATION IS LOCATED 48 FT. N. OF RD. AND
 AC7291'139.8 FT. E. OF CATTLEGUARD.
 AC7291'RECOVERED BY USGS IN 1966.
 AC7291'STATION MARK--STANDARD ALUMINUM TABLET SET ON CONCRETE POST,
 AC7291'STAMPED---MCCOLLUM 1955---.
 AC7291'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET ON THE S. EDGE OF
 AC7291'SOUTHERN MOST OF TWO CIRCULAR CONCRETE STOCK TANKS.  THE COPPER NAIL
 AC7291'IS 504.69 FT. FROM THE STATION 170 DEGREES 04 MINUTES, SE.
 AC7291'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET ON AN ABANDONED WATER
 AC7291'WELL LOCATED E. OF THE STATION.  THE NAIL AND WASHER WERE PLACED ON
 AC7291'THE TOP OF THE MASONRY OF WHICH THE WELL IS BUILT, 18 IN. W. OF THE
 AC7291'CENTER OF THE WELL, SET IN CONCRETE.  DISTANCE--733.15 FT. 256 DEGREES
 AC7291'34 MINUTES, SW.
 AC7291
 AC7291                          STATION RECOVERY (1999)
 AC7291
 AC7291'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC7291'RECOVERED IN GOOD CONDITION.
 AC7291
 AC7291                          STATION RECOVERY (2001)
 AC7291
 AC7291'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AC7291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1432 ***********************************************************************
 AE1432  DESIGNATION -  MCCOOK
 AE1432  PID         -  AE1432
 AE1432  STATE/COUNTY-  TX/HIDALGO
 AE1432  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE1432
 AE1432                         *CURRENT SURVEY CONTROL
 AE1432  ___________________________________________________________________
 AE1432* NAD 83(1993)-  26 32 24.34115(N)    098 22 25.41754(W)     ADJUSTED  
 AE1432* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 AE1432  ___________________________________________________________________
 AE1432  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AE1432  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AE1432
 AE1432  HORZ ORDER  -  THIRD
 AE1432
 AE1432.The horizontal coordinates were established by classical geodetic methods
 AE1432.and adjusted by the National Geodetic Survey in February 1996..
 AE1432
 AE1432.The orthometric height was scaled from a topographic map.
 AE1432
 AE1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1432
 AE1432.The geoid height was determined by GEOID03.
 AE1432
 AE1432;                    North         East     Units Scale Factor Converg.
 AE1432;SPC TX S     - 5,096,775.563   312,582.865   MT  0.99992694   +0 03 26.4
 AE1432;SPC TX S     -16,721,671.16  1,025,532.28   sFT  0.99992694   +0 03 26.4
 AE1432;UTM  14      - 2,935,650.518   562,387.310   MT  0.99964805   +0 16 47.4
 AE1432
 AE1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1432!SPC TX S     -   0.99998905  x   0.99992694  =   0.99991599
 AE1432!UTM  14      -   0.99998905  x   0.99964805  =   0.99963711
 AE1432
 AE1432|---------------------------------------------------------------------|
 AE1432| PID    Reference Object                     Distance      Geod. Az  |
 AE1432|                                                           dddmmss.s |
 AE1432| CV2651 MCCOOK RM 1                          32.599 METERS 03410     |
 AE1432| CV2652 MCCOOK RM 2                          26.061 METERS 15511     |
 AE1432| CV2650 MCCOOK AZ MK                                       1870027.8 |
 AE1432| AE1434 SAN ISIDRO US GOVT RADAR TOWER      APPROX.14.8 KM 3235329.5 |
 AE1432| AE1435 SAN ISIDRO SUN PLINE CO MAST        APPROX.14.9 KM 3245255.0 |
 AE1432|---------------------------------------------------------------------|
 AE1432
 AE1432                          SUPERSEDED SURVEY CONTROL
 AE1432
 AE1432  NAD 83(1986)-  26 32 24.34592(N)    098 22 25.38406(W) AD(       ) 3
 AE1432  NAD 27      -  26 32 23.12190(N)    098 22 24.32490(W) AD(       ) 3
 AE1432
 AE1432.Superseded values are not recommended for survey control.
 AE1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1432.See file dsdata.txt to determine how the superseded data were derived.
 AE1432
 AE1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6238735651(NAD 83)
 AE1432_MARKER: DS = TRIANGULATION STATION DISK
 AE1432_SETTING: 66 = SET IN ROCK OUTCROP
 AE1432
 AE1432  HISTORY     - Date     Condition        Report By
 AE1432  HISTORY     - 1961     MONUMENTED       CGS
 AE1432
 AE1432                          STATION DESCRIPTION
 AE1432
 AE1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1432'THE STATION IS APPROXIMATELY 8 MILES SOUTH OF PUERTO RICO, 4
 AE1432'MILES NORTH OF MC COOK AND ON THE EAST RIGHT-OF-WAY OF FARM
 AE1432'ROAD 681.
 AE1432'
 AE1432'TO REACH THE STATION FROM THE JUNCTIONS OF FARM ROADS 490,
 AE1432'681 AND 2058 IN MC COOK, GO NORTHERLY ON FARM ROAD 681 FOR 4.2
 AE1432'MILES TO A TRACK ROAD AND THE STATION ON THE RIGHT WHERE THE
 AE1432'ROAD CURVES TO THE LEFT.
 AE1432'
 AE1432'STATION MARK, A STANDARD DISK STAMPED MCCOOK 1961, IS CEMENTED
 AE1432'IN A DRILL HOLE IN BEDROCK WHICH IS 10 INCHES BELOW THE SURFACE
 AE1432'OF THE GROUND.  IT IS 79 FEET SOUTHWEST OF A TELEPHONE POLE WITH
 AE1432'A GUY WIRE, 59 FEET EAST OF THE CENTER LINE OF FARM ROAD 681,
 AE1432'47 FEET WEST OF A FENCE, 25 FEET WEST OF THE CENTER OF THE
 AE1432'TRACK ROAD AND 3.3 FEET NORTH OF A METAL WITNESS POST.  THERE
 AE1432'WAS NO UNDERGROUND MARK SET.
 AE1432'
 AE1432'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MCCOOK NO 1
 AE1432'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 AE1432'IT IS 73 FEET EAST OF THE CENTER OF FARM ROAD 681, 33 FEET
 AE1432'NORTH OF THE TELEPHONE POLE AND 1 FOOT WEST OF THE FENCE.
 AE1432'
 AE1432'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MCCOOK NO 2 1961,
 AE1432'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 AE1432'IS 24 FEET EAST OF THE CENTER OF THE TRACK ROAD AND 1 FOOT WEST
 AE1432'OF THE FENCE.
 AE1432'
 AE1432'AZIMUTH MARK, A STANDARD DISK STAMPED MCCOOK 1961, IS SET IN
 AE1432'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 21
 AE1432'FEET EAST OF A TELEPHONE POLE, 15 FEET EAST OF THE CENTER OF
 AE1432'THE TRACK ROAD, 11 FEET SOUTH OF A TELEPHONE POLE, 8.5 FEET
 AE1432'NORTH OF A FENCE CORNER AND 2.2 FEET NORTH OF A METAL WITNESS
 AE1432'POST.
 AE1432'
 AE1432'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 AE1432'TRACK ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AE1432'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1432'
 AE1432'SMALL AMOUNT OF CLEARING TO SEE THE AZIMUTH MARK FROM THE
 AE1432'GROUND.
 AE1432'
 AE1432'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1164 ***********************************************************************
 CA1164  DESIGNATION -  MCCORD
 CA1164  PID         -  CA1164
 CA1164  STATE/COUNTY-  TX/COLEMAN
 CA1164  USGS QUAD   -  NOVICE WEST (1967)
 CA1164
 CA1164                         *CURRENT SURVEY CONTROL
 CA1164  ___________________________________________________________________
 CA1164* NAD 83(1993)-  31 54 58.43618(N)    099 41 32.26936(W)     ADJUSTED  
 CA1164* NAVD 88     -       688.     (meters)    2257.     (feet)  SCALED    
 CA1164  ___________________________________________________________________
 CA1164  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CA1164  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CA1164
 CA1164  HORZ ORDER  -  SECOND
 CA1164
 CA1164.The horizontal coordinates were established by classical geodetic methods
 CA1164.and adjusted by the National Geodetic Survey in February 1996..
 CA1164
 CA1164.The orthometric height was scaled from a topographic map.
 CA1164
 CA1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1164
 CA1164.The geoid height was determined by GEOID03.
 CA1164
 CA1164;                    North         East     Units Scale Factor Converg.
 CA1164;SPC TX C     - 3,249,563.006   760,628.750   MT  1.00000900   +0 19 48.6
 CA1164;SPC TX C     -10,661,274.63  2,495,496.16   sFT  1.00000900   +0 19 48.6
 CA1164;UTM  14      - 3,531,359.790   434,548.755   MT  0.99965283   -0 21 57.7
 CA1164
 CA1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1164!SPC TX C     -   0.99989599  x   1.00000900  =   0.99990499
 CA1164!UTM  14      -   0.99989599  x   0.99965283  =   0.99954886
 CA1164
 CA1164|---------------------------------------------------------------------|
 CA1164| PID    Reference Object                     Distance      Geod. Az  |
 CA1164|                                                           dddmmss.s |
 CA1164| CV4775 MCCORD RM 1                          28.134 METERS 07455     |
 CA1164| CV4774 MCCORD AZ MK                                       1194757.9 |
 CA1164| CV4776 MCCORD RM 2                          29.557 METERS 19115     |
 CA1164|---------------------------------------------------------------------|
 CA1164
 CA1164                          SUPERSEDED SURVEY CONTROL
 CA1164
 CA1164  NAD 83(1986)-  31 54 58.44367(N)    099 41 32.25565(W) AD(       ) 2
 CA1164  NAD 27      -  31 54 57.92000(N)    099 41 30.98000(W) AD(       ) 2
 CA1164
 CA1164.Superseded values are not recommended for survey control.
 CA1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1164.See file dsdata.txt to determine how the superseded data were derived.
 CA1164
 CA1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA3454931360(NAD 83)
 CA1164_MARKER: DS = TRIANGULATION STATION DISK
 CA1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1164
 CA1164  HISTORY     - Date     Condition        Report By
 CA1164  HISTORY     - 1944     MONUMENTED       CGS
 CA1164  HISTORY     - 1957     GOOD             CONOCO
 CA1164  HISTORY     - 1961     GOOD             CGS
 CA1164
 CA1164                          STATION DESCRIPTION
 CA1164
 CA1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1164'STATION IS LOCATED ABOUT 20 MILES E OF WINTERS AND ABOUT 7
 CA1164'MILES NW OF THE VILLAGE OF GLEN COVE.  IT IS ON THE HIGHEST PART
 CA1164'OF THE HILL, 36 FEET E OF A N-S FENCE LINE, 200 YARDS S OF A
 CA1164'GROVE OF LIVE OAK TREES THAT ARE ON THE FENCE LINE, AND 200
 CA1164'YARDS W OF ANOTHER GROVE OF LIVE OAKS THAT ARE JUST BELOW
 CA1164'THE TOP OF THE HILL.  THE MARK PROJECTS 10 INCHES AND IS STAMPED
 CA1164'MC CORD 1944.
 CA1164'
 CA1164'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 CA1164'THE UNDERGROUND MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 CA1164'BEDROCK.
 CA1164'
 CA1164'REFERENCE MARK 1 IS E OF THE STATION AND 150 YARDS W OF A
 CA1164'GROVE OF LIVE OAK TREES.  IT PROJECTS ABOUT 10 INCHES.
 CA1164'
 CA1164'REFERENCE MARK 2 IS SW OF THE STATION 1 FOOT E OF THE FENCE
 CA1164'LINE.  IT PROJECTS ABOUT 6 INCHES.
 CA1164'
 CA1164'AZIMUTH MARK IS SE OF THE STATION SET IN A 3-FOOT SQUARE
 CA1164'BOULDER THAT PROJECTS ABOUT 2 INCHES.  IT IS 20 PACES W OF
 CA1164'THE CENTER LINE OF A FARM ROAD AND 27 PACES NW OF WHERE ROAD
 CA1164'CROSSES THE HIGHEST PART OF THE HILL.  IT IS A BRONZE AZIMUTH
 CA1164'DISK.
 CA1164'
 CA1164'TO REACH THE STATION FROM GLEN COVE, GO N AND W ON THE MAIN
 CA1164'ROAD FROM THE STORE FOR 4.9 MILES TO BOARD GATES ON BOTH SIDES
 CA1164'OF THE ROAD.  TURN RIGHT THROUGH THE GATE AND FOLLOW THE MAIN
 CA1164'ROAD STRAIGHT AHEAD FOR 0.7 MILE AND TURN LEFT JUST BEFORE
 CA1164'REACHING A WINDMILL AND GO 0.9 MILE TO A BOARD GATE.  PASS
 CA1164'THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO
 CA1164'DIM FORK LEFT.  TAKE LEFT FORK (AZIMUTH MARK IS 0.1 MILE ALONG
 CA1164'THIS ROAD ON THE RIGHT AND ABOUT 150 FEET N OF THE CENTER
 CA1164'LINE) AND FOLLOW THIS ROAD 0.6 MILE TO A BOARD GATE IN A N-S
 CA1164'FENCE LINE (A LARGE TREE IS USED FOR THE S GATEPOST).  TURN
 CA1164'RIGHT ALONG THE FENCE LINE FOR 0.3 MILE TO THE TOP OF THE
 CA1164'HILL AND THE STATION.
 CA1164'
 CA1164'HEIGHT OF LIGHT ABOVE STATION MARK -18 METERS.
 CA1164
 CA1164                          STATION RECOVERY (1957)
 CA1164
 CA1164'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1957 (RLB)
 CA1164'THE STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND UNDISTURBED.
 CA1164'
 CA1164'THE PUBLISHED DESCRIPTION OF INSCRIPTION CALLS FOR STATION
 CA1164'TO READ MCCORD 1944.  WE FIND IT TO READ MCCORD 1943.  REFERENCE
 CA1164'AND AZIMUTH MARKS ARE ALSO STAMPED 1943.
 CA1164'
 CA1164'THE STATION IS SURROUNDED BY LARGE WHITE STONES APPROXIMATELY
 CA1164'2 X 2-FEET.  A 4 X 4-INCH SILVER PAINTED REFERENCE POST 36
 CA1164'INCHES OUT OF GROUND IS STANDING 6 FEET SW OF THE STATION.
 CA1164'THE GATES ON TEXAS STATE HWY 53 HAVE BEEN REPLACED BY CATTLE
 CA1164'GUARDS.  THE NORTH CATTLE GUARD HAS A NO TRUCKS SIGN ON IT.
 CA1164'THE SOUTH CATTLE GUARD HAS A PECAN SPRINGS RANCH SIGN BY IT.
 CA1164'THE PUBLISHED DESCRIPTION IS VERY GOOD.
 CA1164
 CA1164                          STATION RECOVERY (1961)
 CA1164
 CA1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1164'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 CA1164'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CA1164'THE DISTANCE AND DIRECTIONS WERE VERIFIED.
 CA1164'
 CA1164'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CA1164'
 CA1164'THE STATION IS APPROXIMATELY 6-1/4 MILES SOUTHWEST OF NOVICE,
 CA1164'5-3/4 MILES EAST OF CREWS, 5 MILES NORTHWEST OF GLEN COVE AND
 CA1164'ON THE PROPERTY OF MR. J.B. MC CORD OF COLEMAN, TEXAS.
 CA1164'
 CA1164'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 53 AND
 CA1164'382 IN CREWS, GO SOUTHEAST ON ROAD 53 FOR 4.55 MILES TO A
 CA1164'CROSSROAD.  CONTINUE STRAIGHT AHEAD ON ROAD 53 FOR 1.45 MILES
 CA1164'TO A CROSSROAD AND CATTLE GUARDS ON BOTH SIDES OF THE ROAD.
 CA1164'TURN LEFT, NORTH, ON A GRAVEL ROAD FOR 1.4 MILES TO A CATTLE
 CA1164'GUARD.  CROSS CATTLE GUARD AND CONTINUE NORTH ON THE GRAVEL
 CA1164'ROAD FOR 0.15 MILE TO A DIM TRACK ROAD ON THE LEFT, JUST BEFORE
 CA1164'REACHING THE TOP OF A SMALL GRADE.  (CONTINUE STRAIGHT AHEAD
 CA1164'FOR APPROXIMATELY 200 FEET TO THE AZIMUTH MARK ON THE LEFT.)
 CA1164'TURN LEFT, WEST, ON THE DIM TRACK ROAD FOR 0.5 MILE TO A
 CA1164'FENCE.  TURN RIGHT, NORTH, ON THE WEST SIDE OF THE FENCE AND GO
 CA1164'0.4 MILE TO THE STATION.
 CA1164'
 CA1164'STATION MARK, A STANDARD DISK STAMPED MCCORD 1943, IS SET
 CA1164'IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 33
 CA1164'FEET EAST OF THE FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED
 CA1164'BY THIS PARTY.
 CA1164'
 CA1164'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MCCORD NO 1
 CA1164'1943, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 CA1164'IT IS APPROXIMATELY 3 FEET LOWER IN ELEVATION THAN THE STATION.
 CA1164'
 CA1164'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MCCORD NO 2 1943,
 CA1164'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 CA1164'IS APPROXIMATELY 2 FEET LOWER IN ELEVATION THAN THE STATION AND
 CA1164'1 FOOT EAST OF THE FENCE.
 CA1164'
 CA1164'AZIMUTH MARK, A STANDARD DISK STAMPED MCCORD 1943, IS CEMENTED
 CA1164'IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 2 INCHES.
 CA1164'IT IS 61 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 2
 CA1164'FEET SOUTHWEST OF A CAIRN.
 CA1164'
 CA1164'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1334 ***********************************************************************
 DM1334  DESIGNATION -  MCCOY
 DM1334  PID         -  DM1334
 DM1334  STATE/COUNTY-  TX/RED RIVER
 DM1334  USGS QUAD   -  LINE BRANCH (1964)
 DM1334
 DM1334                         *CURRENT SURVEY CONTROL
 DM1334  ___________________________________________________________________
 DM1334* NAD 83(1993)-  33 33 13.61816(N)    095 09 57.12173(W)     ADJUSTED  
 DM1334* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 DM1334  ___________________________________________________________________
 DM1334  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DM1334  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM1334
 DM1334  HORZ ORDER  -  SECOND
 DM1334
 DM1334.The horizontal coordinates were established by classical geodetic methods
 DM1334.and adjusted by the National Geodetic Survey in February 1996..
 DM1334
 DM1334.The orthometric height was scaled from a topographic map.
 DM1334
 DM1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1334
 DM1334.The geoid height was determined by GEOID03.
 DM1334
 DM1334;                    North         East     Units Scale Factor Converg.
 DM1334;SPC TXNC     - 2,214,177.989   909,544.824   MT  0.99991092   +1 49 06.3
 DM1334;SPC TXNC     - 7,264,348.95  2,984,064.98   sFT  0.99991092   +1 49 06.3
 DM1334;UTM  15      - 3,714,783.258   298,928.339   MT  1.00009846   -1 11 51.1
 DM1334
 DM1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1334!SPC TXNC     -   0.99998491  x   0.99991092  =   0.99989583
 DM1334!UTM  15      -   0.99998491  x   1.00009846  =   1.00008336
 DM1334
 DM1334|---------------------------------------------------------------------|
 DM1334| PID    Reference Object                     Distance      Geod. Az  |
 DM1334|                                                           dddmmss.s |
 DM1334| CY1613 MCCOY RM 3                            8.138 METERS 02102     |
 DM1334| DM1332 CLARKSVILLE MUNICIPAL TANK          APPROX.12.0 KM 0552017.4 |
 DM1334| DM1330 CLARKSVILLE RED R CO CTHSE TWR      APPROX.12.5 KM 0580723.2 |
 DM1334| CY1611 MCCOY RM 1                           47.256 METERS 08348     |
 DM1334| DM1369 BOGATA                              APPROX. 9.0 KM 2093103.8 |
 DM1334| CY1612 MCCOY RM 2                           22.480 METERS 21340     |
 DM1334| CY1610 MCCOY AZ MK                                        2171937.8 |
 DM1334|---------------------------------------------------------------------|
 DM1334
 DM1334                          SUPERSEDED SURVEY CONTROL
 DM1334
 DM1334  NAD 83(1993)-  33 33 13.61870(N)    095 09 57.12062(W) AD(       ) 2
 DM1334  NAD 83(1986)-  33 33 13.62534(N)    095 09 57.10865(W) AD(       ) 2
 DM1334  NAD 27      -  33 33 13.23100(N)    095 09 56.30800(W) AD(       ) 2
 DM1334
 DM1334.Superseded values are not recommended for survey control.
 DM1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1334.See file dsdata.txt to determine how the superseded data were derived.
 DM1334
 DM1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9892814783(NAD 83)
 DM1334_MARKER: DS = TRIANGULATION STATION DISK
 DM1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1334
 DM1334  HISTORY     - Date     Condition        Report By
 DM1334  HISTORY     - 1951     MONUMENTED       CGS
 DM1334  HISTORY     - 1956     GOOD             CGS
 DM1334  HISTORY     - 1956     GOOD             CGS
 DM1334
 DM1334                          STATION DESCRIPTION
 DM1334
 DM1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1334'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF CLARKSVILLE,
 DM1334'5-1/2 MILES NORTH-NORTHEAST OF BOGATA AND ALONG THE NORTHWEST
 DM1334'SIDE OF FARM ROADS 909 AND 411.  IT IS 65 FEET NORTHWEST OF
 DM1334'THE CENTERLINE OF THE ROAD, 57 FEET WEST-SOUTHWEST OF A 20
 DM1334'INCH OAK TREE WITH A TRIANGLE BLAZE AND 14 FEET SOUTHEAST OF
 DM1334'A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DM1334'MC COY 1951.
 DM1334'
 DM1334'REFERENCE MARK NO. 1 IS 41.6 FEET SOUTHEAST OF THE CENTERLINE
 DM1334'OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DM1334'MC COY NO 1 1951.
 DM1334'
 DM1334'REFERENCE MARK NO. 2 IS 57 FEET NORTHWEST OF THE CENTERLINE OF
 DM1334'THE ROAD AND 35.5 FEET SOUTHEAST OF A FENCE.  THE MARK PROJECTS
 DM1334'4 INCHES AND THE DISK IS STAMPED MC COY NO 2 1951.
 DM1334'
 DM1334'AZIMUTH MARK IS 101 FEET WEST OF THE CENTERLINE OF A NORTH AND
 DM1334'SOUTH ROAD, 97 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE
 DM1334'AND 66 FEET SOUTHEAST OF THE CENTERLINE OF FARM ROADS 909 AND
 DM1334'411.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MC COY
 DM1334'1951.
 DM1334'
 DM1334'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND FARM ROAD
 DM1334'909 AT THE WEST SIDE OF BOGATA, GO NORTH ON FARM ROAD 909
 DM1334'FOR 0.3 MILE TO LOOP 38, CONTINUE NORTH ON ROAD 909 FOR 4.1
 DM1334'MILES TO THE JUNCTION OF FARM ROAD 411, CONTINUE STRAIGHT
 DM1334'AHEAD ON FARM ROADS 909 AND 411 FOR 2.0 MILES TO THE AZIMUTH
 DM1334'MARK ON THE RIGHT AT FARM HOUSE ON THE RIGHT JUST BEFORE
 DM1334'REACHING A CROSSROADS, CONTINUE STRAIGHT AHEAD 0.5 MILE TO
 DM1334'THE STATION ON THE LEFT AS DESCRIBED.
 DM1334'
 DM1334'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1334
 DM1334                          STATION RECOVERY (1956)
 DM1334
 DM1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1334'THE STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE RECOVERED
 DM1334'IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 HAD BEEN
 DM1334'HIT BY A BLADE.
 DM1334'
 DM1334'THE DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT
 DM1334'EXCEPT THAT THE FARM ROAD NO. 909 (REFERRED TO IN THE ORIGINAL
 DM1334'DESCRIPTION) IS NOW CALLED STATE HIGHWAY NO. 37.
 DM1334
 DM1334                          STATION RECOVERY (1956)
 DM1334
 DM1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DM1334'STATION, AZIMUTH MARK AND REFERENCE NO. 2 WERE RECOVERED IN
 DM1334'GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED BY
 DM1334'HIGHWAY MACHINERY.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  ALL
 DM1334'MARKS ARE IN BRUSHY TIMBER, THE LINE TO THE AZIMUTH MARK IS
 DM1334'OBSTRUCTED BY SECOND GROWTH TIMBER.
 DM1334'
 DM1334'THE STATION IS A STANDARD DISK STAMPED MC COY 1951 IN CONCRETE
 DM1334'WHICH PROJECTS ABOUT 4 INCHES, 4 FEET NORTHWEST OF A 4 X 4
 DM1334'POST, 60 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY NO.
 DM1334'37, 14 FEET SOUTHEAST OF A FENCE LINE AND 57 FEET WEST,
 DM1334'SOUTHWEST OF A 20 INCH OAK TREE HAVING A TRIANGLE BLAZE ON
 DM1334'THE HIGHWAY SIDE.  IT IS ABOUT 7-1/2 MILES SOUTHWEST OF
 DM1334'CLARKSVILLE AND 5-1/2 MILES NORTH, NORTHEAST OF BOGATA ALONG
 DM1334'THE NORTHWEST SIDE OF STATE HIGHWAY NO. 37.
 DM1334'
 DM1334'REFERENCE NO. 2 IS A STANDARD DISK STAMPED MC COY NO. 2
 DM1334'IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 50 FEET
 DM1334'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 35 FEET
 DM1334'SOUTHEAST OF THE FENCE LINE ALONG THE NORTHWEST SIDE OF THE
 DM1334'HIGHWAY.
 DM1334'
 DM1334'REFERENCE MARK NO. 3 IS A DISK STAMPED MC COY 1951 NO. 3 1956
 DM1334'IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, IN THE
 DM1334'NORTHWEST RIGHT-OF-WAY FENCE AND ABOUT 70 FEET NORTHWEST OF
 DM1334'THE CENTERLINE OF THE HIGHWAY, N. OF STATION.
 DM1334'
 DM1334'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MC COY 1951 IN
 DM1334'A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES, ALONG THE
 DM1334'TOP OF A 6 FOOT CUT-BANK ON THE SOUTHEAST SIDE OF THE
 DM1334'HIGHWAY AND IN THE NORTH CORNER OF A FARMYARD.  IT IS 101
 DM1334'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 97 FEET
 DM1334'NORTH OF THE NORTHEAST CORNER OF THE FARMHOUSE AND ABOUT 66 FEET
 DM1334'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY NO. 37, AND 3 FEET
 DM1334'NORTHEAST OF A 4 X 4 POST.
 DM1334'
 DM1334'TO REACH FROM THE JUNCTION OF HIGHWAYS NOS. 271 AND 37 IN
 DM1334'THE WEST SIDE OF BOGATA.  GO NORTHEAST ON STATE HIGHWAY NO.
 DM1334'37, 6.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.  THEN CONTINUE
 DM1334'ON THE HIGHWAY 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0921 ***********************************************************************
 CB0921  DESIGNATION -  MCCRARY
 CB0921  PID         -  CB0921
 CB0921  STATE/COUNTY-  TX/TOM GREEN
 CB0921  USGS QUAD   -  DOG CREEK (1987)
 CB0921
 CB0921                         *CURRENT SURVEY CONTROL
 CB0921  ___________________________________________________________________
 CB0921* NAD 83(1993)-  31 34 53.81907(N)    100 48 07.92523(W)     ADJUSTED  
 CB0921* NAVD 88     -       746.     (meters)    2448.     (feet)  SCALED    
 CB0921  ___________________________________________________________________
 CB0921  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CB0921  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0921
 CB0921  HORZ ORDER  -  SECOND
 CB0921
 CB0921.The horizontal coordinates were established by classical geodetic methods
 CB0921.and adjusted by the National Geodetic Survey in February 1996..
 CB0921
 CB0921.The orthometric height was scaled from a topographic map.
 CB0921
 CB0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0921
 CB0921.The geoid height was determined by GEOID03.
 CB0921
 CB0921;                    North         East     Units Scale Factor Converg.
 CB0921;SPC TX C     - 3,212,380.267   655,498.298   MT  0.99993287   -0 14 29.4
 CB0921;SPC TX C     -10,539,284.26  2,150,580.67   sFT  0.99993287   -0 14 29.4
 CB0921;UTM  14      - 3,495,471.361   328,991.176   MT  0.99996069   -0 56 38.6
 CB0921
 CB0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0921!SPC TX C     -   0.99988664  x   0.99993287  =   0.99981952
 CB0921!UTM  14      -   0.99988664  x   0.99996069  =   0.99984733
 CB0921
 CB0921|---------------------------------------------------------------------|
 CB0921| PID    Reference Object                     Distance      Geod. Az  |
 CB0921|                                                           dddmmss.s |
 CB0921| CV4761 MCCRARY RM 1                         20.144 METERS 18421     |
 CB0921| CV4760 MCCRARY AZ MK                                      2702022.0 |
 CB0921| CV4762 MCCRARY RM 2                         22.263 METERS 28617     |
 CB0921|---------------------------------------------------------------------|
 CB0921
 CB0921                          SUPERSEDED SURVEY CONTROL
 CB0921
 CB0921  NAD 83(1986)-  31 34 53.82606(N)    100 48 07.91137(W) AD(       ) 2
 CB0921  NAD 27      -  31 34 53.27500(N)    100 48 06.54000(W) AD(       ) 2
 CB0921
 CB0921.Superseded values are not recommended for survey control.
 CB0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0921.See file dsdata.txt to determine how the superseded data were derived.
 CB0921
 CB0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV2899195471(NAD 83)
 CB0921_MARKER: DS = TRIANGULATION STATION DISK
 CB0921_SETTING: 0 = UNSPECIFIED SETTING
 CB0921
 CB0921  HISTORY     - Date     Condition        Report By
 CB0921  HISTORY     - 1943     MONUMENTED       CGS
 CB0921  HISTORY     - 1971     GOOD             USGS
 CB0921  HISTORY     - 1972     GOOD             USGS
 CB0921
 CB0921                          STATION DESCRIPTION
 CB0921
 CB0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0921'STATION IS ABOUT 7 MILES SW OF WATER VALLEY POST OFFICE, ON
 CB0921'HIGH MESQUITE-COVERED RIDGE ON PROPERTY OWNED BY MR. BABE
 CB0921'MC CRARY (WHO LIVES ABOUT 1-1/2 MILES SW), 1/2 MILE SW OF
 CB0921'ARMY BOMB TARGET, 19 FEET S OF E-W FENCE LINE AND FIRE BREAK,
 CB0921'AND 18 FEET NW OF MESQUITE BUSH.  MARK PROJECTS ABOUT 3
 CB0921'INCHES AND IS STAMPED MC CRARY 1943.
 CB0921'
 CB0921'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 CB0921'DISKS SET IN THE TOP OF CONCRETE POSTS.
 CB0921'
 CB0921'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 CB0921'STATION.  REFERENCE MARKS ARE ALSO STAMPED WITH NUMBER.
 CB0921'
 CB0921'REFERENCE MARK 1 IS S OF STATION IN OPEN PASTURE, AND PROJECTS
 CB0921'ABOUT 2 INCHES.
 CB0921'
 CB0921'REFERENCE MARK 2 IS W OF STATION, 1 FOOT S OF THE E-W FENCE
 CB0921'LINE, AND PROJECTS ABOUT 6 INCHES.
 CB0921'
 CB0921'AZIMUTH MARK IS 0.25 MILE W OF STATION, 44 FEET S OF E-W
 CB0921'FENCE LINE, AND PROJECTS ABOUT 3 INCHES.
 CB0921'
 CB0921'TO REACH FROM THE WATER VALLEY POST OFFICE, GO W ON U.S. HIGHWAY
 CB0921'87 FOR 0.65 MILE.  THENCE LEFT ON T-ROAD 2.85 MILES TO POINT
 CB0921'WHERE THE MAIN ROAD TURNS RIGHT.  TURN RIGHT WITH MAIN ROAD
 CB0921'1.35 MILES TO A TRACK ROAD LEFT THROUGH WHITE BOARD GATE AT
 CB0921'SIGN W-1.  TURN LEFT THROUGH WHITE BOARD GATE AND FOLLOW
 CB0921'MAIN-TRAVELED TRACK ROAD S 2.10 MILES, PASS THROUGH WIRE
 CB0921'GATE AND CONTINUE 0.75 MILE TO FORK AND SIGN BABE MC CRARY.
 CB0921'KEEP LEFT FORK, MAIN ROAD, 1.25 MILES TO A BLADED FIRE GUARD
 CB0921'LEADING RIGHT.  CONTINUE ON TRACK ROAD 0.60 MILE TO WIRE
 CB0921'GATE.  PASS THROUGH GATE AND GO 0.30 MILE, TURN LEFT THROUGH
 CB0921'ANOTHER WIRE GATE 0.5 MILE TO TOP OF RIDGE.  PROCEED 0.65 MILE,
 CB0921'TAKE LEFT FORK 0.75 MILE.  THENCE LEFT FORK AND FOLLOW DIM TRACK
 CB0921'ROAD OVER SLIGHT RISE AND THEN N UP DRAW 2.0 MILES TO
 CB0921'FENCE LINE AND STATION SITE.
 CB0921'
 CB0921'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CB0921
 CB0921                          STATION RECOVERY (1971)
 CB0921
 CB0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 CB0921'TO REACH FROM MERTZEN, GO NE ON U.S. 67 TO RANCH ROAD 853,
 CB0921'TURN NORTH GO 7.7 MI. CROSS MIDDLE CONCHO RIVER, CONTINUE
 CB0921'4.0 MI. TO T-RD. NORTH, TURN LEFT GO 4.85 MI. TO Y-RD., TAKE
 CB0921'LEFT AND GO 3.25 MI. TURN LEFT, SOUTH OF C.G. INTO RANCH,
 CB0921'GO 2.0 MI. UP VALLEY TO GATE, PASS THROUGH 0.3 MI. TO FORK,
 CB0921'TURN RIGHT 0.15 MI. TO FK., TURN RIGHT FOLLOW MAIN TRACK
 CB0921'UP DRAW 1.35 MI. TO TOP OF RIDGE AND ROCK PILE AND STA. ON
 CB0921'LEFT.
 CB0921'
 CB0921'MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 CB0921
 CB0921                          STATION RECOVERY (1972)
 CB0921
 CB0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JEB)
 CB0921'STATION IS ABOUT 23 MILES NW OF THE POST OFFICE AT SAN ANGELO, ON
 CB0921'A HIGH MESQUITE COVERED RIDGE ON PROPERTY OWNED BY JOE FUNK, 1/3
 CB0921'MILE WEST OF A N/S FENCE, 27 FT. W OF A N/S TRACK ROAD AND MARKED
 CB0921'BY A 3 FT. HIGH STONE CAIRN.
 CB0921'
 CB0921'TO REACH FROM THE INTERSECTION OF FARM ROADS 853 AND 2288 AT
 CB0921'THE SW EDGE OF SAN ANGELO, GO W ON FM 853 FOR 13.60 MILES
 CB0921'(1.0 MI. E OF ARDEN).  THENCE RIGHT ON T-RD-N 4.70 MILES
 CB0921'ALONG MTR TO Y-RD, TAKE LEFT FORK AND CONTINUE NW 3.25 MILES
 CB0921'ALONG MTR TO T-RD-W (ABOUT 0.2 MILE S. OF A RANCH HOUSE).
 CB0921'THENCE LEFT AND CONTINUE NW 0.70 MILE TO WOODEN PLANK GATE,
 CB0921'CONTINUE NW 1.30 MILES TO METAL GATE, CONTINUE NW 0.25 MILE
 CB0921'TO TRACK ROAD NE.  THENCE TAKE TRACK ROAD NE 1.50 MILES UP
 CB0921'DRAIN AND STEEP RIDGE TO STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1756 ***********************************************************************
 FL1756  DESIGNATION -  MCDERMOTT
 FL1756  PID         -  FL1756
 FL1756  STATE/COUNTY-  TX/CARSON
 FL1756  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1756
 FL1756                         *CURRENT SURVEY CONTROL
 FL1756  ___________________________________________________________________
 FL1756* NAD 83(1993)-  35 21 13.71121(N)    101 31 54.23403(W)     ADJUSTED  
 FL1756* NAVD 88     -      1078.     (meters)    3537.     (feet)  SCALED    
 FL1756  ___________________________________________________________________
 FL1756  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FL1756  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1756
 FL1756  HORZ ORDER  -  SECOND
 FL1756
 FL1756.The horizontal coordinates were established by classical geodetic methods
 FL1756.and adjusted by the National Geodetic Survey in February 1996..
 FL1756
 FL1756.The orthometric height was scaled from a topographic map.
 FL1756
 FL1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1756
 FL1756.The geoid height was determined by GEOID03.
 FL1756
 FL1756;                    North         East     Units Scale Factor Converg.
 FL1756;SPC TX N     - 1,150,187.333   197,116.053   MT  0.99991150   -0 01 06.2
 FL1756;SPC TX N     - 3,773,572.94    646,704.92   sFT  0.99991150   -0 01 06.2
 FL1756;UTM  14      - 3,915,222.307   269,949.186   MT  1.00025225   -1 27 56.0
 FL1756
 FL1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1756!SPC TX N     -   0.99983505  x   0.99991150  =   0.99974657
 FL1756!UTM  14      -   0.99983505  x   1.00025225  =   1.00008726
 FL1756
 FL1756:                Primary Azimuth Mark                     Grid Az
 FL1756:SPC TX N     -  MCDERMOTT AZ MK                          025 03 17.7
 FL1756:UTM  14      -  MCDERMOTT AZ MK                          026 30 07.5
 FL1756
 FL1756|---------------------------------------------------------------------|
 FL1756| PID    Reference Object                     Distance      Geod. Az  |
 FL1756|                                                           dddmmss.s |
 FL1756| CJ7039 MCDERMOTT AZ MK                                    0250211.5 |
 FL1756| FL1739 PANHANDLE EAST GRAIN ELEVATOR       APPROX.14.3 KM 0952304.0 |
 FL1756| FL1747 PANHANDLE MUNICIPAL TANK            APPROX.13.9 KM 0954247.3 |
 FL1756| FL1741 LEE SIDING EAST GRAIN ELEV          APPROX. 6.7 KM 1513141.2 |
 FL1756| FL1740 LEE SIDING WEST GRAIN ELEVATOR      APPROX. 6.7 KM 1523533.7 |
 FL1756| CJ7040 MCDERMOTT RM 1                       10.720 METERS 18121     |
 FL1756| FL1757 PANTEX VILLAGE E STANDPIPE          APPROX. 5.4 KM 2251913.2 |
 FL1756| CJ7041 MCDERMOTT RM 2                       21.680 METERS 23658     |
 FL1756|---------------------------------------------------------------------|
 FL1756
 FL1756                          SUPERSEDED SURVEY CONTROL
 FL1756
 FL1756  NAD 83(1993)-  35 21 13.71538(N)    101 31 54.22975(W) AD(       ) 2
 FL1756  NAD 83(1986)-  35 21 13.71819(N)    101 31 54.22470(W) AD(       ) 2
 FL1756  NAD 27      -  35 21 13.54100(N)    101 31 52.60100(W) AD(       ) 2
 FL1756
 FL1756.Superseded values are not recommended for survey control.
 FL1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1756.See file dsdata.txt to determine how the superseded data were derived.
 FL1756
 FL1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6994915222(NAD 83)
 FL1756_MARKER: DS = TRIANGULATION STATION DISK
 FL1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1756
 FL1756  HISTORY     - Date     Condition        Report By
 FL1756  HISTORY     - 1951     MONUMENTED       CGS
 FL1756  HISTORY     - 1956     GOOD             CGS
 FL1756
 FL1756                          STATION DESCRIPTION
 FL1756
 FL1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1756'THE STATION IS LOCATED ON LEVEL PASTURE LAND ALONG THE NORTH
 FL1756'SIDE OF AN EAST-WEST DIRT ROAD.  IT IS ABOUT 8-1/2 MILES
 FL1756'AIRLINE WEST-NORTHWEST OF PANHANDLE, ABOUT 4-1/2 MILES AIRLINE
 FL1756'NORTH OF U.S. HIGHWAY 60, AND ABOUT 2-1/4 MILES AIRLINE WEST
 FL1756'OF AN ABANDONED AIRWAY BEACON.
 FL1756'
 FL1756'THE STATION IS A STANDARD DISK STAMPED MC DERMOTT 1951 SET
 FL1756'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1756'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 33 FEET NORTHWEST
 FL1756'OF A WHITE WITNESS POST, 25 FEET WEST OF THE CENTER LINE
 FL1756'OF A TRACK ROAD, AND 75 FEET NORTH OF THE CENTER LINE OF
 FL1756'A GRAVELED ROAD.
 FL1756'
 FL1756'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MC DERMOTT
 FL1756'NO 1 1951 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FL1756'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 FL1756'THE SAME ELEVATION AS THE STATION.  IT IS ABOUT ONE FOOT
 FL1756'NORTH OF AN EAST-WEST FENCELINE, 30 FEET NORTH OF THE CENTER
 FL1756'LINE OF A GRAVELED ROAD, AND 10 FEET WEST OF A WHITE WITNESS
 FL1756'POST.
 FL1756'
 FL1756'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MC DERMOTT
 FL1756'NO 2 1951 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FL1756'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 FL1756'THE SAME ELEVATION AS THE STATION.  IT IS 30 FEET NORTH OF
 FL1756'THE CENTER LINE OF A GRAVELED ROAD AND 1 FOOT SOUTH OF AN
 FL1756'EAST-WEST FENCELINE.
 FL1756'
 FL1756'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MC DERMOTT 1951
 FL1756'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1756'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 3 FEET SOUTHWEST OF
 FL1756'A FENCE CORNER.
 FL1756'
 FL1756'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 FL1756'THE TRACK ROAD FOR 0.3 MILE TO A FARM HOUSE.  TURN RIGHT,
 FL1756'EAST, AND FOLLOW AN EAST-WEST FENCELINE FOR 0.3 MILE TO A
 FL1756'FENCE CORNER AND THE AZIMUTH MARK.
 FL1756'
 FL1756'TO REACH THE STATION FROM THE RAILROAD CROSSING WHICH IS
 FL1756'ABOUT 75 YARDS EAST OF THE RAILROAD DEPOT IN PANHANDLE, GO
 FL1756'NORTH ON STATE HIGHWAY 117 FOR 0.95 MILE TO A CROSSROAD.
 FL1756'TURN LEFT, WEST, AND FOLLOW THE HARD SURFACED ROAD WHICH
 FL1756'LATER TURNS TO A GRAVELED ROAD, FOR 5.95 MILES TO AN ABANDONED
 FL1756'BEACON ON THE RIGHT, NORTH, SIDE OF THE ROAD.  CONTINUE
 FL1756'STRAIGHT AHEAD, WEST, FOR 2.4 MILES TO A CATTLE GUARD ON
 FL1756'THE RIGHT AND THE STATION.
 FL1756'
 FL1756'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1756
 FL1756                          STATION RECOVERY (1956)
 FL1756
 FL1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1756'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1756'IN GOOD CONDITION AS DESCRIBED.  NO ATTEMPT WAS MADE TO RECOVER
 FL1756'THE AZIMUTH MARK.
 FL1756'
 FL1756'TO REACH THE STATION FROM THE RAILROAD CROSSING WHICH IS
 FL1756'ABOUT 75 YARDS EAST OF THE RAILROAD DEPOT IN PANHANDLE, GO
 FL1756'NORTH ON S.H. 15 FOR 0.95 MILE TO A T-ROAD LEFT, FM 293,
 FL1756'TURN LEFT WEST AND FOLLOW FM 293 FOR 8.35 MILES TO STATION
 FL1756'ON RIGHT.
 FL1756'
 FL1756'THE AIRWAY BEACON MENTIONED IN OLD DESCRIPTION HAS BEEN
 FL1756'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0295 ***********************************************************************
 BQ0295  DESIGNATION -  MCDONALD
 BQ0295  PID         -  BQ0295
 BQ0295  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0295  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0295
 BQ0295                         *CURRENT SURVEY CONTROL
 BQ0295  ___________________________________________________________________
 BQ0295* NAD 83(1993)-  30 40 16.77819(N)    104 01 22.34569(W)     ADJUSTED  
 BQ0295* NAVD 88     -      2067.162  (meters)    6782.01   (feet)  ADJUSTED  
 BQ0295  ___________________________________________________________________
 BQ0295  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BQ0295  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0295  DYNAMIC HT  -        2063.558 (meters)    6770.19  (feet)  COMP
 BQ0295  MODELED GRAV-     978,822.7   (mgal)                       NAVD 88
 BQ0295  OBS GRAVITY -     978,818.9   (mgal)                       GRAV_OBS
 BQ0295
 BQ0295  HORZ ORDER  -  FIRST
 BQ0295  VERT ORDER  -  FIRST     CLASS I
 BQ0295
 BQ0295.The horizontal coordinates were established by classical geodetic methods
 BQ0295.and adjusted by the National Geodetic Survey in February 1996..
 BQ0295
 BQ0295.The orthometric height was determined by differential leveling
 BQ0295.and adjusted by the National Geodetic Survey in June 1991..
 BQ0295
 BQ0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0295
 BQ0295.The geoid height was determined by GEOID03.
 BQ0295
 BQ0295.The dynamic height is computed by dividing the NAVD 88
 BQ0295.geopotential number by the normal gravity value computed on the
 BQ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0295.degrees latitude (g = 980.6199 gals.).
 BQ0295
 BQ0295.The modeled gravity was interpolated from observed gravity values.
 BQ0295.The observed gravity was obtained from relative gravimeter ties
 BQ0295.to the IGSN71 gravity network.
 BQ0295
 BQ0295;                    North         East     Units Scale Factor Converg.
 BQ0295;SPC TX C     - 3,117,234.152   346,531.211   MT  0.99989823   -1 54 01.2
 BQ0295;SPC TX C     -10,227,125.71  1,136,911.15   sFT  0.99989823   -1 54 01.2
 BQ0295;UTM  13      - 3,393,584.841   593,602.985   MT  0.99970808   +0 29 54.5
 BQ0295
 BQ0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0295!SPC TX C     -   0.99967880  x   0.99989823  =   0.99957707
 BQ0295!UTM  13      -   0.99967880  x   0.99970808  =   0.99938698
 BQ0295
 BQ0295|---------------------------------------------------------------------|
 BQ0295| PID    Reference Object                     Distance      Geod. Az  |
 BQ0295|                                                           dddmmss.s |
 BQ0295| BQ0406 MCDONALD OBSERVATORY                 24.529 METERS 02006     |
 BQ0295| BQ0298 MCDONALD RM 3                        37.451 METERS 05427     |
 BQ0295| BQ0293 MCDONALD RM 4                        37.112 METERS 06222     |
 BQ0295| CH8986 MCDONALD AZ MK                                     1691426.4 |
 BQ0295| CH8987 MCDONALD AZ MK 2                                   1753545.5 |
 BQ0295| BQ0296 MCDONALD RM 1                        15.440 METERS 24247     |
 BQ0295| BQ0297 MCDONALD RM 2                        11.927 METERS 30212     |
 BQ0295|---------------------------------------------------------------------|
 BQ0295
 BQ0295                          SUPERSEDED SURVEY CONTROL
 BQ0295
 BQ0295  NAD 83(1986)-  30 40 16.77807(N)    104 01 22.34588(W) AD(       ) 1
 BQ0295  NAD 27      -  30 40 16.23500(N)    104 01 20.67200(W) AD(       ) 1
 BQ0295  NGVD 29 (??/??/92) 2066.430  (m)         6779.61   (f) ADJ UNCH    1 1
 BQ0295
 BQ0295.Superseded values are not recommended for survey control.
 BQ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0295.See file dsdata.txt to determine how the superseded data were derived.
 BQ0295
 BQ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9360393585(NAD 83)
 BQ0295_MARKER: DS = TRIANGULATION STATION DISK
 BQ0295_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0295_SP_SET: ROCK OUTCROP
 BQ0295_STAMPING: MCDONALD 1942
 BQ0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0295+STABILITY: POSITION/ELEVATION WELL
 BQ0295
 BQ0295  HISTORY     - Date     Condition        Report By
 BQ0295  HISTORY     - 1942     MONUMENTED       CGS
 BQ0295  HISTORY     - 1970     GOOD             USAF
 BQ0295  HISTORY     - 1971     GOOD             NGS
 BQ0295  HISTORY     - 1975     GOOD             NGS
 BQ0295  HISTORY     - 1977     GOOD             NGS
 BQ0295  HISTORY     - 1977     GOOD             NGS
 BQ0295  HISTORY     - 1980     GOOD             NGS
 BQ0295  HISTORY     - 1988     GOOD             USPSQD
 BQ0295  HISTORY     - 1989     GOOD             USPSQD
 BQ0295  HISTORY     - 19961007 GOOD             USPSQD
 BQ0295  HISTORY     - 20030322 GOOD             USPSQD
 BQ0295
 BQ0295                          STATION DESCRIPTION
 BQ0295
 BQ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0295'STATION IS 26 MILES, AIR LINE, N OF MARFA, AND 10 MILES, AIR LINE,
 BQ0295'NW OF FORT DAVIS, ON THE TOP OF THE SAME MOUNTAIN AS THE
 BQ0295'MC DONALD OBSERVATORY.
 BQ0295'
 BQ0295'STATION MARK IS A STANDARD DISK, STAMPED MC DONALD 1942,
 BQ0295'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 BQ0295'9 INCHES ABOVE THE GROUND.  IT IS 47.79 FEET SSW OF THE CYLINDRICAL
 BQ0295'WALL OF THE OBSERVATORY DOME, 22.46 FEET SW OF THE EDGE OF THE
 BQ0295'STONE WALL BORDERING THE CROSS WALK TO THE OBSERVATORY DOME,
 BQ0295'AND 52 FEET NW OF THE CENTER LINE OF THE ROAD.
 BQ0295'
 BQ0295'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED MC DONALD
 BQ0295'NO. 1 1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 BQ0295'WHICH PROJECTS 18 INCHES ABOVE THE GROUND.
 BQ0295'
 BQ0295'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MC DONALD
 BQ0295'NO. 2 1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 BQ0295'AND IS FLUSH WITH THE GROUND.
 BQ0295'
 BQ0295'AZIMUTH MARK IS A STANDARD DISK, STAMPED MC DONALD 1942,
 BQ0295'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS FLUSH
 BQ0295'WITH THE GROUND.  IT IS 3.5 MILES, AIR LINE, SSE OF THE STATION,
 BQ0295'30 FEET N OF THE CENTER LINE OF STATE HIGHWAY 118, 57.00 FEET
 BQ0295'E OF THE E SIDE OF A CULVERT ABUTMENT, ABOUT 260 FEET W OF
 BQ0295'ANOTHER CULVERT ABUTMENT, AND ABOUT 200 FEET W OF A HIGHWAY
 BQ0295'CURVE SIGN.  IT IS 6.4 MILES BY ROAD E OF THE OBSERVATORY.
 BQ0295'
 BQ0295'TO REACH FROM FORT DAVIS POST OFFICE GO N ON STATE HIGHWAY 17
 BQ0295'FOR 1.3 MILES, THENCE LEFT FORK ON STATE HIGHWAY 118 (PAVED)
 BQ0295'AND GO NW FOR 14.5 MILES TO A FORKS AT SIGN MC DONALD OBSERVATORY,
 BQ0295'THENCE RIGHT FORK FOR 1.5 MILES TO THE TOP OF THE MOUNTAIN AND
 BQ0295'OBSERVATORY, AT STATION.
 BQ0295
 BQ0295                          STATION RECOVERY (1970)
 BQ0295
 BQ0295'RECOVERY NOTE BY US AIR FORCE 1970 (WRS)
 BQ0295'MC DONALD 1942--MAIN MARK- GOOD CONDITION AS DESCRIBED IN 1942
 BQ0295'BY J.C.S.
 BQ0295'
 BQ0295'R.M. 1-NOT RECOVERED*
 BQ0295'
 BQ0295'R.M. 2-NOT RECOVERED*
 BQ0295'
 BQ0295'AZIMUTH MARK-NOT RECOVERED*
 BQ0295'
 BQ0295'*NO REASONABLE ATTEMPT WAS MADE TO RECOVER R.M. 1, R.M. 2 OR
 BQ0295'AZIMUTH MARK.
 BQ0295'
 BQ0295'ROUTE DESCRIPTION CORRECT AS DESCRIBED IN 1942 BY J.C.S.
 BQ0295'
 BQ0295'STATION MC DONALD IS LOCATED 26 MILES NORTH OF MARFA AND 10 MILES
 BQ0295'NW OF FORT DAVIS ON THE SAME MOUNTAIN AS THE MC DONALD OBSERVATORY.
 BQ0295
 BQ0295                          STATION RECOVERY (1971)
 BQ0295
 BQ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 BQ0295'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 BQ0295'IN GOOD CONDITION.  THE DIFFERENCE IN DISTANCE WITH 1942
 BQ0295'MEASUREMENTS TO REFERENCE MARKS 1 AND 2 WAS DOUBLE CHECKED IN
 BQ0295'THE FIELD.  REFERENCE MARK 3 WAS ESTABLISHED AS A TRAVERSE STATION
 BQ0295'AT THIS TIME.  AZIMUTH MARK 2 WAS ESTABLISHED BECAUSE THE 1942
 BQ0295'AZIMUTH MARK COULD NOT BE FOUND.  A COMPLETE DESCRIPTION
 BQ0295'FOLLOWS--
 BQ0295'
 BQ0295'THE STATION IS LOCATED AIRLINE, 30 MILES NORTHWEST OF ALPINE,
 BQ0295'25 MILES NORTH OF MARFA AND 9-1/2 MILES NORTHWEST OF FT. DAVIS
 BQ0295'AT THE END OF THE ROAD ON THE SUMMIT OF MOUNT LOCKE AND ON THE
 BQ0295'WEST SIDE OF THE WALKWAY LEADING TO MC DONALD OBSERVATORY
 BQ0295'OWNED BY THE UNIVERSITY OF TEXAS.
 BQ0295'
 BQ0295'TO REACH THE STATION FROM THE POST OFFICE IN FT. DAVIS GO NORTH
 BQ0295'1.3 MILES ON STATE HIGHWAYS 17 AND 118 TO A FORK.  TAKE THE
 BQ0295'LEFT FORK AND CONTINUE NORTHERLY ON STATE HIGHWAY 118 11.2 MILES
 BQ0295'TO A CATTLE GUARD IN EAST-WEST FENCELINE ACROSS THE ROAD AND
 BQ0295'AZIMUTH MARK 2 ON HILL ON LEFT.  CONTINUE UPHILL, NORTHERLY,
 BQ0295'ON WINDING ROAD 3.2 MILES TO A FORK AND STATE SPUR ROAD 78 ON
 BQ0295'THE RIGHT.  TAKE STATE SPUR ROAD 78 AND CLIMB SOUTH 1.5 MILES
 BQ0295'TO THE SUMMIT AND STEPS TO MC DONALD OBSERVATORY ON THE LEFT.
 BQ0295'
 BQ0295'THE STATION MARK IS A STANDARD DISK STAMPED MC DONALD 1942
 BQ0295'CEMENTED IN A DRILL HOLE IN A BOULDER WITH 2 FEET BY 3 FEET
 BQ0295'EXPOSED PROJECTING 10 INCHES ABOVE GROUND.  IT IS 73 FEET
 BQ0295'WEST-NORTHWEST OF A METAL FLAGPOLE, 53 FEET NORTH OF THE CENTER
 BQ0295'OF THE ROAD 53 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE FRONT
 BQ0295'DOOR OF THE OBSERVATORY, AND 27 FEET WEST OF THE CENTER OF THE
 BQ0295'WALK LEADING TO THE OBSERVATORY.
 BQ0295'
 BQ0295'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MC DONALD NO 1 1942
 BQ0295'CEMENTED IN A DRILL HOLE IN A BOULDER WITH 4 FEET BY 3 FEET
 BQ0295'EXPOSED PROJECTING 2 FEET ABOVE GROUND.  IT IS 100 FEET SOUTHWEST
 BQ0295'OF THE CENTER OF THE FRONT DOOR OF THE OBSERVATORY, 54 FEET
 BQ0295'NORTH OF THE CENTER OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN
 BQ0295'THE STATION MARK.
 BQ0295'
 BQ0295'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MC DONALD NO 2 1942
 BQ0295'CEMENTED IN A DRILL HOLE IN A BOULDER WITH 2 FEET BY 2 FEET
 BQ0295'EXPOSED PROJECTING 4 INCHES ABOVE GROUND.  IT IS 65.5 FEET
 BQ0295'WEST OF THE CENTER OF THE FRONT DOOR TO THE OBSERVATORY, 37
 BQ0295'FEET WEST OF THE WEST CURB OF THE SIDEWALK AROUND THE
 BQ0295'OBSERVATORY, AND AT THE SAME ELEVATION AS THE STATION.
 BQ0295'
 BQ0295'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MC DONALD NO 3 1942
 BQ0295'1971 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BQ0295'SET 1 INCH BELOW GROUND SURFACE.  IT IS 79 FEET SOUTH OF A FIRE
 BQ0295'HYDRANT, 50 FEET NORTHEAST OF THE ROAD CENTER AT FORK OF TURN
 BQ0295'AROUND LOOP AT SUMMIT, 42 FEET EAST OF THE WALL OF THE
 BQ0295'OBSERVATORY, AND AT THE SAME ELEVATION AS THE STATION.
 BQ0295'
 BQ0295'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED MC DONALD NO 2 1942
 BQ0295'1971 CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 18 INCHES
 BQ0295'ON THE NORTH AND 1 FOOT ON THE SOUTH.  IT IS 450 FEET WEST
 BQ0295'OF THE CATTLEGUARD ON THE HIGHWAY, 100 FEET NORTH OF A FENCELINE,
 BQ0295'56 FEET EAST OF A SMALL CEDAR TREE, AND 2 FEET NORTHEAST OF A
 BQ0295'2-FOOT ROCK CAIRN.
 BQ0295'
 BQ0295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 BQ0295'NORTHWEST OF FT. DAVIS
 BQ0295
 BQ0295                          STATION RECOVERY (1975)
 BQ0295
 BQ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ACJ)
 BQ0295'THE STATION MARK, RM1, RM2, RM3, AND AZIMUTH MARK 2 WERE RECOVERED
 BQ0295'IN GOOD CONDITION.  AZIMUTH MARK 1942 WAS NOT FOUND, PROBABLY
 BQ0295'DESTROYED BY ROAD CONSTRUCTION CURRENTLY GOING ON ON ROUTE 118.
 BQ0295'
 BQ0295'THE STATION DESCRIPTIONS AND MEASUREMENTS WERE CORRECT WITH THE
 BQ0295'FOLLOWING TWO EXCEPTIONS--
 BQ0295'
 BQ0295'1. WE FOUND THE ANGLE BETWEEN RM3 AND RM1 AT MC DONALDS TO BE 188 DEG
 BQ0295'20 MIN 04 SEC.
 BQ0295'
 BQ0295'2. DUE TO ROAD CONSTRUCTION A NEW TO REACH IS NECESSARY AND HERE
 BQ0295'FOLLOWS--
 BQ0295'
 BQ0295'TO REACH THE STATION FROM THE NEW POST OFFICE IN FT. DAVIS, GO
 BQ0295'NORTH 1.3 MILES ON STATE HIGHWAYS 17 AND 118 TO A FORK.  TAKE THE
 BQ0295'LEFT FORK AND CONTINUE NOTHERLY ON STATE HIGHWAY 118 FOR 11.2 MILES
 BQ0295'TO A FENCELINE ON THE LEFT PERPENDICULAR TO THE ROAD.  WALK ALONG
 BQ0295'THIS EAST-WEST FENCELINE, UP THE HILL FOR 450 FEET, THEN GO 100
 BQ0295'FEET NORTH FROM THE FENCELINE TO AZIMUTH MARK 2.  FROM THE POINT ON
 BQ0295'ROUTE 118 CONTINUE NORTHERLY ON WINDING ROAD 3.2 MILES TO A FORK.
 BQ0295'TURN RIGHT ONTO STATE SPUR ROAD 78 AND CLIMB 1.5 MILES TO THE
 BQ0295'SUMMIT AND THE STEPS TO MCDONALDS OBSERVATORY ON THE LEFT.
 BQ0295'
 BQ0295'THE STATION MARK IS A STANDARD DISK STAMPED MC DONALD 1942 CEMENTED
 BQ0295'IN A DRILL HOLE IN A BOULDER WITH 2 FEET BY 3 FEET EXPOSED
 BQ0295'PROJECTING 10 INCHES ABOVE GROUND.  IT IS 73 FEET WEST-NORTHWEST OF
 BQ0295'A METAL FLAGPOLE, 53 FEET NORTH OF THE CENTER OF THE ROAD, 53
 BQ0295'FEET WEST-SOUTHWEST OF THE CENTER OF THE FRONT DOOR OF
 BQ0295'THE OBSERVATORY, AND 27 FEET WEST OF THE CENTER OF THE WALK
 BQ0295'LEADING TO THE OBSERVATORY.
 BQ0295'
 BQ0295'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MC DONALD NO 1 1942
 BQ0295'CEMENTED IN A DRILLHOLE IN A BOULDER WITH 4 FEET BY 3 FEET EXPOSED
 BQ0295'PROJECTING 2 FEET ABOVE GROUND.  IT IS 100 FEET SOUTHWEST OF THE
 BQ0295'CENTER OF THE FRONT DOOR OF THE OBSERVATORY, 54 FEET NORTH OF THE
 BQ0295'CENTER OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 BQ0295'
 BQ0295'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MC DONALD NO 2 1942
 BQ0295'CEMENTED IN A DRILLHOLE IN A BOULDER WITH 2 FEET BY 2 FEET EXPOSED
 BQ0295'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 65.5 FEET WEST OF THE
 BQ0295'CENTER OF THE FRONT DOOR TO THE OBSERVATORY, 37 FEET WEST OF THE WEST
 BQ0295'CURB OF THE SIDEWALK AROUND THE OBSERVATORY, AND AT THE SAME
 BQ0295'ELEVATION AS THE STATION.
 BQ0295'
 BQ0295'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MC DONALD NO 3 1942 1971
 BQ0295'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT SET 1 INCH
 BQ0295'BELOW THE GROUND SURFACE.  IT IS 79 FEET SOUTH OF A FIRE HYDRANT,
 BQ0295'50 FEET NORTHEAST OF THE ROAD CENTER AT FORK OF TURN AROUND LOOP AT
 BQ0295'SUMMIT, 42 FEET EAST OF THE WALL OF THE OBSERVATORY, AND AT THE
 BQ0295'SAME ELEVATION AT THE STATION.
 BQ0295'
 BQ0295'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED MC DONALD NO 2 1942 1971
 BQ0295'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 18 INCHES ON THE
 BQ0295'NORTH AND 1 FOOT ON THE SOUTH.  IT IS 450 FEET WEST OF THE HIGHWAY,
 BQ0295'100 FEET NORTH OF A FENCELINE, 56 FEET EAST OF A SMALL CEDAR TREE,
 BQ0295'AND 2 FEET NORTHEAST OF A 2-FOOT ROCK CAIRN.
 BQ0295'
 BQ0295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 BQ0295'NORTHWEST OF FT. DAVIS.
 BQ0295
 BQ0295                          STATION RECOVERY (1977)
 BQ0295
 BQ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0295'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK
 BQ0295'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO THE
 BQ0295'REFERENCE MARKS CHECKED ALL OF THE OLD DATA. THE DISTANCE TO
 BQ0295'REFERENCE MARK 3 CHECKED AND A DIFFERENCE OF 0.33 METER SHORTER
 BQ0295'IS NOTED IN THE DISTANCE TO REFERENCE MARK 1 FROM THE 1975
 BQ0295'DATA. THE DISTANCE TO REFERENCE MARK 2 WAS NOT MEASURED AT THIS
 BQ0295'TIME AND THE DIRECTION TO THE AZIMUTH MARK WAS NOT OBSERVED. A
 BQ0295'REFERENCE MARK 4 WAS ESTABLISHED. A COMPLETE DESCRIPTION
 BQ0295'FOLLOWS.
 BQ0295'
 BQ0295'THE STATION IS ABOUT 30 MILES NORTHWEST OF ALPINE, 25 MILES
 BQ0295'NORTH OF MARFA, 9.5 MILES NORTHWEST OF FORT DAVIS AND IS ON
 BQ0295'PROPERTY OWNED BY MCDONALD OBSERVATORY, UNIVERSITY OF TEXAS.
 BQ0295'TELEPHONE NUMBER 915-426-3263 OR UNIVERSITY OF TEXAS AT
 BQ0295'GALVESTON, TELEPHONE NUMBER 713-765-2158.
 BQ0295'
 BQ0295'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BQ0295'NORTH ON STATE HIGHWAYS 17 AND 118 FOR 1.3 MILES TO A FORK.
 BQ0295'BEAR LEFT AND GO NORTHERLY ON STATE HIGHWAY 118 FOR 10.8 MILES
 BQ0295'A CUT IN THE EMBANKMENT AND A FENCE PERPENDICULAR TO THE ROAD
 BQ0295'ON THE LEFT.(TO REACH THE AZIMUTH MARK FROM THIS CUT, PACK
 BQ0295'UPHILL ALONG THE NORTH SIDE OF THE FENCE FOR 450 FEET AND THE
 BQ0295'AZIMUTH MARK 100 FEET TO THE RIGHT.) CONTINUE NORTHERLY ON
 BQ0295'STATE HIGHWAY 118 FOR 3.05 MILES TO A SIDE ROAD RIGHT AND A
 BQ0295'REVERSE FORK. TURN RIGHT AND FOLLOW STATE SPUR ROAD 78
 BQ0295'EASTERLY FOR 1.5 MILES TO THE SUMMIT OF LOCKE MOUNTAIN,
 BQ0295'OBSERVATION DOMES AND THE STATION TO THE LEFT.
 BQ0295'
 BQ0295'STATION MARK, STAMPED---MCDONALD 1942---, IS A STANDARD DISK
 BQ0295'CEMENTED IN A DRILL HOLE IN 2 BY 3 FOOT BOULDER THAT PROJECTS
 BQ0295'10 INCHES ABOCE THE GROUND. IT IS 47.8 FEET SOUTH-SOUTHWEST OF
 BQ0295'A RETAINING WALL OF THE 82-INCH DOME, 52.0 FEET NORTHWEST OF
 BQ0295'THE CENTER LINE OF A PAVED ROAD, 53.0 FEET SOUTH-SOUTHWEST OF
 BQ0295'THE CENTER OF THE DOORS OF THE 82-INCH DOME AND 22.5 FEET
 BQ0295'SOUTHWEST OF THE SOUTH EDGE OF A LOW STONE WALL.
 BQ0295'
 BQ0295'REFERENCE MARK 1, STAMPED---MCDONALD NO 1 1942---, IS A
 BQ0295'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER
 BQ0295'THAT PROJECTS ABOUT 2 FEET ABOVE THE GROUND. IT IS 54.0 FEET
 BQ0295'NORTH OF THE CENTER OF THE PAVED ROAD AND 100 FEET SOUTHWEST OF
 BQ0295'THE CENTER OF THE DOORS TO THE 82-INCH DOME.
 BQ0295'
 BQ0295'REFERENCE MARK 2, STAMPED---MCDONALD NO 2 1942---, IS A
 BQ0295'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER
 BQ0295'THAT PROJECTS 6 INCHES ABOVE THE GROUND. IT IS 37 FEET WEST OF
 BQ0295'THE WEST CURB OF A SIDEWALK AROUND THE 82-INCH DOME AND 65.5
 BQ0295'FEET EAST OF THE DOORS TO THE 82-INCH DOME.
 BQ0295'
 BQ0295'REFERENCE MARK 3, STAMPED---MCDONALD NO 3 1942 1971---, IS A
 BQ0295'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BQ0295'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 42 FEET EAST OF
 BQ0295'THE WALL OF THE 82-INCH DOME, 50 FEET NORTHEAST OF THE
 BQ0295'APPROXIMATE CENTER OF A FORK OF THE LOOP ROAD AND 79 FEET
 BQ0295'SOUTH OF A FIRE HYDRANT.
 BQ0295'
 BQ0295'REFERENCE MARK 4, STAMPED---MCDONALD 1942 NO 4 1977---, IS A
 BQ0295'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BQ0295'MONUMENT THAT IS 18 INCHES BELOW THE GROUND. IT IS 51 FEET
 BQ0295'EAST OF THE WALL OF THE 82-INCH DOME, 40 FEET NORTHEAST OF THE
 BQ0295'APPROXIMATE CENTER OF THE FORK OF THE LOOP ROAD AND WITHIN THE
 BQ0295'CONFINES OF THE LOOP ROAD.
 BQ0295'
 BQ0295'THE AZIMUTH MARK, STAMPED---MCDONALD NO 2 1942 1971---, IS A
 BQ0295'STANDARD DISK CEMENTED IN A BOULDER THAT PROJECTS 10 INCHES
 BQ0295'ABOVE THE SURROUNDING TERRAIN. IT IS 450 FEET WEST OF STATE
 BQ0295'HIGHWAY 118, 100 FEET NORTH OF A FENCE AND 3 FEET NORTHEAST OF
 BQ0295'A CAIRN.
 BQ0295'
 BQ0295'THE DISTANCE BETWEEN REFERENCE MARKS 1, 2 AND 3 WERE NOT
 BQ0295'MEASURED DUE TO BRUSH AND SHRUBS AND THE DOME ON LINE.
 BQ0295'
 BQ0295'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.0 METER.
 BQ0295'
 BQ0295'THE DIRECTION TO THE AZIMUTH MARK WAS OBSTRUCTED BY BRUSH AND
 BQ0295'A STONE WALL.
 BQ0295
 BQ0295                          STATION RECOVERY (1977)
 BQ0295
 BQ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BQ0295'16.95 MI NW FROM FORT DAVIS.
 BQ0295'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0295'COURTHOUSE AT FORT DAVIS, THENCE 1.90 MILES SOUTHEAST ALONG SPUR
 BQ0295'78 FROM ITS JUNCTION WITH 118, AT THE 82 INCH TELESCOPE AREA AT
 BQ0295'MCDONALDS OBSERVATORY, 43 FT. NORTHWEST OF A FLAG-POLE, 27 FT.
 BQ0295'NORTHWEST OF THE CENTER LINE OF THE SIDE-WALK, 53 FT. SOUTH OF
 BQ0295'THE FRONT ENTRANCE TO THE 82 INCH TELESCOPE BUILDING.
 BQ0295
 BQ0295                          STATION RECOVERY (1980)
 BQ0295
 BQ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0295'RECOVERED IN GOOD CONDITION.
 BQ0295
 BQ0295                          STATION RECOVERY (1988)
 BQ0295
 BQ0295'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0295'RECOVERED IN GOOD CONDITION.
 BQ0295
 BQ0295                          STATION RECOVERY (1989)
 BQ0295
 BQ0295'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0295'RECOVERED IN GOOD CONDITION.
 BQ0295
 BQ0295                          STATION RECOVERY (1996)
 BQ0295
 BQ0295'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0295'RECOVERED IN GOOD CONDITION.
 BQ0295
 BQ0295                          STATION RECOVERY (2003)
 BQ0295
 BQ0295'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0950 ***********************************************************************
 CU0950  DESIGNATION -  MCDONALD
 CU0950  PID         -  CU0950
 CU0950  STATE/COUNTY-  TX/NOLAN
 CU0950  USGS QUAD   -  HOLDER CREEK (1969)
 CU0950
 CU0950                         *CURRENT SURVEY CONTROL
 CU0950  ___________________________________________________________________
 CU0950* NAD 83(1993)-  32 15 39.27469(N)    100 19 46.35290(W)     ADJUSTED  
 CU0950* NAVD 88     -       771.     (meters)    2530.     (feet)  SCALED    
 CU0950  ___________________________________________________________________
 CU0950  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CU0950  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0950
 CU0950  HORZ ORDER  -  FIRST
 CU0950
 CU0950.The horizontal coordinates were established by classical geodetic methods
 CU0950.and adjusted by the National Geodetic Survey in February 1996..
 CU0950
 CU0950.The orthometric height was scaled from a topographic map.
 CU0950
 CU0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0950
 CU0950.The geoid height was determined by GEOID03.
 CU0950
 CU0950;                    North         East     Units Scale Factor Converg.
 CU0950;SPC TXNC     - 2,067,398.006   427,626.512   MT  0.99996711   -0 59 52.2
 CU0950;SPC TXNC     - 6,782,788.29  1,402,971.31   sFT  0.99996711   -0 59 52.2
 CU0950;UTM  14      - 3,570,131.804   374,769.656   MT  0.99979340   -0 42 35.2
 CU0950
 CU0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0950!SPC TXNC     -   0.99988304  x   0.99996711  =   0.99985015
 CU0950!UTM  14      -   0.99988304  x   0.99979340  =   0.99967646
 CU0950
 CU0950:                Primary Azimuth Mark                     Grid Az
 CU0950:SPC TXNC     -  MCDONALD AZ MK                           112 00 38.1
 CU0950:UTM  14      -  MCDONALD AZ MK                           111 43 21.1
 CU0950
 CU0950|---------------------------------------------------------------------|
 CU0950| PID    Reference Object                     Distance      Geod. Az  |
 CU0950|                                                           dddmmss.s |
 CU0950| CX7729 MCDONALD AZ MK                                     1110045.9 |
 CU0950| CX7730 MCDONALD RM 1                        25.223 METERS 18245     |
 CU0950| CX7731 MCDONALD RM 2                        23.354 METERS 27139     |
 CU0950|---------------------------------------------------------------------|
 CU0950
 CU0950                          SUPERSEDED SURVEY CONTROL
 CU0950
 CU0950  NAD 83(1986)-  32 15 39.27985(N)    100 19 46.34118(W) AD(       ) 1
 CU0950  NAD 27      -  32 15 38.82000(N)    100 19 44.98000(W) AD(       ) 1
 CU0950
 CU0950.Superseded values are not recommended for survey control.
 CU0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0950.See file dsdata.txt to determine how the superseded data were derived.
 CU0950
 CU0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA7477070132(NAD 83)
 CU0950_MARKER: DS = TRIANGULATION STATION DISK
 CU0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0950
 CU0950  HISTORY     - Date     Condition        Report By
 CU0950  HISTORY     - 1935     MONUMENTED       CGS
 CU0950  HISTORY     - 1936     GOOD             TXGS
 CU0950  HISTORY     - 1938     GOOD             TXHD
 CU0950  HISTORY     - 1942     GOOD             CGS
 CU0950  HISTORY     - 1958     GOOD             CGS
 CU0950  HISTORY     - 1970     GOOD             NGS
 CU0950
 CU0950                          STATION DESCRIPTION
 CU0950
 CU0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0950'STATION IS LOCATED ON STATE HIGHWAY 70, 11.5 MILES N OF BLACKWELL
 CU0950'AND 7 MILES E OF N OF MARYNEAL.
 CU0950'
 CU0950'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CU0950'BRONZE DISKS SET IN CONCRETE.
 CU0950'
 CU0950'REFERENCE MARK NO. 1 IS 82.75 FEET S OF STATION AND 40 FEET
 CU0950'E OF CENTER LINE OF STATE HIGHWAY 70.
 CU0950'
 CU0950'REFERENCE MARK NO. 2 IS 76.62 FEET W OF STATION, 1.0 FEET E
 CU0950'OF N-S FENCE AND 30 FEET W OF CENTER LINE OF STATE HIGHWAY 70.
 CU0950'
 CU0950'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE E OF STATION IN N-S
 CU0950'FENCE LINE, 20 FEET W OF CENTER LINE OF N-S LANE AND 325 FEET
 CU0950'N OF CENTER LINE OF E-W ROAD.
 CU0950'
 CU0950'STATION IS REACHED FROM SWEETWATER BY GOING S ON STATE HIGHWAY
 CU0950'70 FOR 15.5 MILES TO TOP OF GRADE AND STATION.  THERE IS A
 CU0950'SERVICE STATION ABOUT 300 FEET TO THE S ON THE E SIDE OF THE
 CU0950'ROAD.  MARK IS SET 40 FEET E OF CENTER LINE OF HIGHWAY.
 CU0950'
 CU0950'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CU0950
 CU0950                          STATION RECOVERY (1936)
 CU0950
 CU0950'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1936
 CU0950'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION CORRECT.
 CU0950
 CU0950                          STATION RECOVERY (1938)
 CU0950
 CU0950'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0950'DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE MARKS
 CU0950'WERE FOUND IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER
 CU0950'THE AZIMUTH MARK.
 CU0950
 CU0950                          STATION RECOVERY (1942)
 CU0950
 CU0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GMF)
 CU0950'STATION AND REFERENCE MARKS RECOVERED BUT NO EFFORT MADE TO
 CU0950'RECOVER THE AZIMUTH MARK.  O.K. AS DESCRIBED.
 CU0950
 CU0950                          STATION RECOVERY (1958)
 CU0950
 CU0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0950'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 CU0950'STATE HIGHWAY 70 HAS BEEN REROUTED IN THE VICINITY OF THE
 CU0950'STATION AND IT NOW PASSES TO THE EAST OF THE STATION.  THE
 CU0950'STATION MARK IS ABOUT 135 FEET WEST OF THE CENTERLINE OF THE
 CU0950'NEW HIGHWAY.  THE OLD HIGHWAY REMAINS AND THE MARKS CAN BE
 CU0950'RECOVERED AS ORIGINALLY DESCRIBED FROM THIS ROAD.  THE SERVICE
 CU0950'STATION, MENTIONED IN THE ORIGINAL DESCRIPTION, HAS BEEN
 CU0950'REMOVED.
 CU0950'
 CU0950'THE DESCRIPTION TO REACH THE STATION FROM SWEETWATER IS ADEQUATE.
 CU0950
 CU0950                          STATION RECOVERY (1970)
 CU0950
 CU0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 CU0950'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CU0950'FOUND IN GOOD CONDITION.  THE STATION IS NOW IN THE MIDDLE
 CU0950'OF A GARDEN PLOT, ABOUT 150 FEET NORTH OF A HOUSE.
 CU0950'
 CU0950'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 CU0950'
 CU0950'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11.5
 CU0950'MILES NORTH OF BLACKWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9515 ***********************************************************************
 AF9515  DESIGNATION -  MCDONALD CORS MONUMENT
 AF9515  PID         -  AF9515
 AF9515  STATE/COUNTY-  TX/JEFF DAVIS
 AF9515  USGS QUAD   -  MOUNT LOCKE (1978)
 AF9515
 AF9515                         *CURRENT SURVEY CONTROL
 AF9515  ___________________________________________________________________
 AF9515* NAD 83(CORS)-  30 40 49.82349(N)    104 00 53.93814(W)     ADJUSTED  
 AF9515* NAVD 88     -                                                        
 AF9515  ___________________________________________________________________
 AF9515  EPOCH DATE  -        2002.00
 AF9515  X           -  -1,329,998.123 (meters)                     COMP
 AF9515  Y           -  -5,328,394.806 (meters)                     COMP
 AF9515  Z           -   3,236,504.288 (meters)                     COMP
 AF9515  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AF9515  ELLIP HEIGHT-        2005.62  (meters)          (03/??/02) GPS OBS
 AF9515  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 AF9515
 AF9515  HORZ ORDER  -  A
 AF9515  ELLP ORDER  -  FOURTH    CLASS I
 AF9515
 AF9515.ITRF positions are available for this station.
 AF9515.The horizontal coordinates were established by GPS observations
 AF9515.and adjusted by the National Geodetic Survey in March 2002..
 AF9515.The horizontal coordinates are valid at the epoch date displayed above.
 AF9515.The epoch date for horizontal control is a decimal equivalence
 AF9515.of Year/Month/Day.
 AF9515
 AF9515
 AF9515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9515
 AF9515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9515
 AF9515.The ellipsoidal height was determined by GPS observations
 AF9515.and is referenced to NAD 83.
 AF9515
 AF9515.The geoid height was determined by GEOID03.
 AF9515
 AF9515;                    North         East     Units Scale Factor Converg.
 AF9515;SPC TX C     - 3,118,226.092   347,320.585   MT  0.99989733   -1 53 46.6
 AF9515;SPC TX C     -10,230,380.10  1,139,500.95   sFT  0.99989733   -1 53 46.6
 AF9515;UTM  13      - 3,394,608.757   594,350.007   MT  0.99970981   +0 30 09.5
 AF9515
 AF9515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9515!SPC TX C     -   0.99968514  x   0.99989733  =   0.99958250
 AF9515!UTM  13      -   0.99968514  x   0.99970981  =   0.99939504
 AF9515
 AF9515                          SUPERSEDED SURVEY CONTROL
 AF9515
 AF9515  NAD 83(CORS)-  30 40 49.82334(N)    104 00 53.93841(W) AD(1997.00) A
 AF9515  ELLIP H (04/??/00) 2005.63   (m)                       GP(1997.00) 4 1
 AF9515  NAD 83(CORS)-  30 40 49.82336(N)    104 00 53.93840(W) AD(1997.00) A
 AF9515  ELLIP H (01/??/98) 2005.56   (m)                       GP(1997.00) 4 1
 AF9515  NAD 83(CORS)-  30 40 49.82319(N)    104 00 53.93815(W) AD(1997.00) A
 AF9515  NAD 83(CORS)-  30 40 49.82321(N)    104 00 53.93817(W) AD(1996.00) A
 AF9515  ELLIP H (07/??/96) 2005.66   (m)                       GP(1997.00) 4 1
 AF9515  ELLIP H (07/??/96) 2005.66   (m)                       GP(1996.00) 4 1
 AF9515
 AF9515.Superseded values are not recommended for survey control.
 AF9515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9515.See file dsdata.txt to determine how the superseded data were derived.
 AF9515
 AF9515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9435094609(NAD 83)
 AF9515_STAMPING: 4011-S
 AF9515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9515+SATELLITE: SATELLITE OBSERVATIONS - 19992131
 AF9515
 AF9515  HISTORY     - Date     Condition        Report By
 AF9515  HISTORY     - 19992131 MONUMENTED       NGS
 AF9515
 AF9515                          STATION DESCRIPTION
 AF9515
 AF9515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999
 AF9515'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'MDO1'
 AF9515'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AF9515'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9515'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9515'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9515'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AF9515'
 AF9515' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0294 ***********************************************************************
 BQ0294  DESIGNATION -  MCDONALD OBSERVATORY 107
 BQ0294  PID         -  BQ0294
 BQ0294  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0294  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0294
 BQ0294                         *CURRENT SURVEY CONTROL
 BQ0294  ___________________________________________________________________
 BQ0294* NAD 83(1986)-  30 40 18.     (N)    104 01 18.     (W)     SCALED    
 BQ0294* NAVD 88     -      2075.417  (meters)    6809.10   (feet)  ADJUSTED  
 BQ0294  ___________________________________________________________________
 BQ0294  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0294  DYNAMIC HT  -        2071.802 (meters)    6797.24  (feet)  COMP
 BQ0294  MODELED GRAV-     978,824.0   (mgal)                       NAVD 88
 BQ0294
 BQ0294  VERT ORDER  -  FIRST     CLASS II
 BQ0294
 BQ0294.The horizontal coordinates were scaled from a topographic map and have
 BQ0294.an estimated accuracy of +/- 6 seconds.
 BQ0294
 BQ0294.The orthometric height was determined by differential leveling
 BQ0294.and adjusted by the National Geodetic Survey in June 1991..
 BQ0294
 BQ0294.The geoid height was determined by GEOID03.
 BQ0294
 BQ0294.The dynamic height is computed by dividing the NAVD 88
 BQ0294.geopotential number by the normal gravity value computed on the
 BQ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0294.degrees latitude (g = 980.6199 gals.).
 BQ0294
 BQ0294.The modeled gravity was interpolated from observed gravity values.
 BQ0294
 BQ0294;                    North         East    Units  Estimated Accuracy
 BQ0294;SPC TX C     - 3,117,270.      346,650.      MT  (+/- 180 meters Scaled)
 BQ0294
 BQ0294                          SUPERSEDED SURVEY CONTROL
 BQ0294
 BQ0294  NGVD 29 (??/??/92) 2074.689  (m)         6806.71   (f) ADJ UNCH    1 2
 BQ0294
 BQ0294.Superseded values are not recommended for survey control.
 BQ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0294.See file dsdata.txt to determine how the superseded data were derived.
 BQ0294
 BQ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP937936(NAD 83)
 BQ0294_MARKER: DS = TRIANGULATION STATION DISK
 BQ0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BQ0294_SP_SET: BUILDING
 BQ0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0294
 BQ0294  HISTORY     - Date     Condition        Report By
 BQ0294  HISTORY     - 1977     MONUMENTED       NGS
 BQ0294  HISTORY     - 1977     GOOD             NGS
 BQ0294  HISTORY     - 1980     GOOD             NGS
 BQ0294  HISTORY     - 1988     GOOD             USPSQD
 BQ0294  HISTORY     - 1989     GOOD             USPSQD
 BQ0294  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BQ0294  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BQ0294
 BQ0294                          STATION DESCRIPTION
 BQ0294
 BQ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0294'17 MI NW FROM FORT DAVIS.
 BQ0294'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE
 BQ0294'COUNTY COURTHOUSE AT FORT DAVIS, THENCE 2.0 MILES SOUTHEAST ALONG
 BQ0294'SPUR 78 FROM ITS JUNCTION WITH 118, AT MCDONALDS OBSERVATORY,
 BQ0294'ON THE FIFTH FLOOR OF THE 107 INCH TELESCOPE BUILDING IN THE AREA
 BQ0294'COMMONLY KNOWN AS THE DOME FLOOR, UNDER A SQUARE METAL TILE DIRECTLY
 BQ0294'10 FT. UNDER THE NORTH-SOUTH POLAR AXIS OF THE TELESCOPE,
 BQ0294'36 FT. SOUTHWEST OF THE STAIRWAY LEADING TO THE STAIR-WAY TO
 BQ0294'THE VISITORS GALLARY, 28 FT. SOUTHEAST OF THE ENTRANCE OF THE
 BQ0294'ELEVATOR, DIRECTLY NORTH OF THE SERVICE POSITION SUPPORTS,
 BQ0294'EAST AND WEST OF 2 HYDRAULIC PLATFORMS WHICH ARE SEMI-CIRCLES
 BQ0294'ON EACH SIDE OF THE SUPPORTS.
 BQ0294'NOTE--DUE TO DIFFICULT ACCESSIBILITY, THIS BENCH MARK WAS
 BQ0294'LEVELED WITH A SPECIAL PROCEDURE AND ITS ACCURACY IS OF
 BQ0294'SECOND-ORDER, CLASS I LEVELING--THE RUNNINGS TO THIS MARK WERE
 BQ0294'REJECTED FOR CAUSE BY THE OFFICE, SEE L24589 FOR ELEVATION.
 BQ0294
 BQ0294                          STATION RECOVERY (1980)
 BQ0294
 BQ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0294'RECOVERED IN GOOD CONDITION.
 BQ0294
 BQ0294                          STATION RECOVERY (1988)
 BQ0294
 BQ0294'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0294'RECOVERED IN GOOD CONDITION.
 BQ0294
 BQ0294                          STATION RECOVERY (1989)
 BQ0294
 BQ0294'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0294'RECOVERED IN GOOD CONDITION.
 BQ0294
 BQ0294                          STATION RECOVERY (1996)
 BQ0294
 BQ0294'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0294'MARK NOT FOUND.
 BQ0294
 BQ0294                          STATION RECOVERY (2003)
 BQ0294
 BQ0294'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0406 ***********************************************************************
 BQ0406  DESIGNATION -  MCDONALD OBSERVATORY
 BQ0406  PID         -  BQ0406
 BQ0406  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0406  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0406
 BQ0406                         *CURRENT SURVEY CONTROL
 BQ0406  ___________________________________________________________________
 BQ0406* NAD 83(1993)-  30 40 17.52620(N)    104 01 22.02901(W)     ADJUSTED  
 BQ0406* NAVD 88     -                                                        
 BQ0406  ___________________________________________________________________
 BQ0406  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BQ0406  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0406
 BQ0406  HORZ ORDER  -  THIRD
 BQ0406
 BQ0406.The horizontal coordinates were established by classical geodetic methods
 BQ0406.and adjusted by the National Geodetic Survey in February 1996..
 BQ0406
 BQ0406
 BQ0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0406
 BQ0406.The geoid height was determined by GEOID03.
 BQ0406
 BQ0406;                    North         East     Units Scale Factor Converg.
 BQ0406;SPC TX C     - 3,117,256.893   346,540.399   MT  0.99989821   -1 54 01.0
 BQ0406;SPC TX C     -10,227,200.32  1,136,941.29   sFT  0.99989821   -1 54 01.0
 BQ0406;UTM  13      - 3,393,607.942   593,611.212   MT  0.99970810   +0 29 54.7
 BQ0406
 BQ0406                          SUPERSEDED SURVEY CONTROL
 BQ0406
 BQ0406  NAD 83(1986)-  30 40 17.52661(N)    104 01 22.02908(W) AD(       ) 4
 BQ0406  NAD 27      -  30 40 16.98400(N)    104 01 20.35600(W) AD(       ) 3
 BQ0406
 BQ0406.Superseded values are not recommended for survey control.
 BQ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0406.See file dsdata.txt to determine how the superseded data were derived.
 BQ0406
 BQ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9361193608(NAD 83)
 BQ0406_MARKER: 87 = DOME
 BQ0406
 BQ0406  HISTORY     - Date     Condition        Report By
 BQ0406  HISTORY     - 1942     FIRST OBSERVED   CGS
 BQ0406  HISTORY     - 1958     GOOD             AMS
 BQ0406  HISTORY     - 1988     GOOD             USPSQD
 BQ0406  HISTORY     - 19961007 GOOD             USPSQD
 BQ0406  HISTORY     - 20030322 GOOD             USPSQD
 BQ0406
 BQ0406                          STATION DESCRIPTION
 BQ0406
 BQ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0406'THIS INTERSECTION STATION IS 26 MILES, AIR LINE, N OF MARFA,
 BQ0406'AND 10 MILES, AIR LINE, NW OF FORT DAVIS, ON THE HIGHEST POINT
 BQ0406'OF A MOUNTAIN, 1.5 MILES BY ROAD N OF STATE HIGHWAY 118.  IT
 BQ0406'CAN BE REACHED FROM FORT DAVIS BY FOLLOWING THE SIGNS MC DONALD
 BQ0406'OBSERVATORY ON STATE HIGHWAY 118.
 BQ0406'
 BQ0406'THE POINT SELECTED WAS THE CENTER OF THE OBSERVATORY DOME,
 BQ0406'TANGENTS BEING SHOT WHEN THE DOME WAS TOO LARGE FOR CENTERING
 BQ0406'IN THE TELESCOPE.  THE DOME IS 76 FEET HIGH AND 65.5 FEET IN
 BQ0406'DIAMETER (OUTSIDE DIMENSIONS).  IT IS ALUMINUM COLORED AND
 BQ0406'HIGHLY VISIBLE FROM 40 OR 50 MILES WHEN UNOBSTRUCTED BY HIGHER
 BQ0406'MOUNTAINS.  THE DOME HOUSES AN 82-INCH REFLECTOR TELESCOPE,
 BQ0406'THE SECOND LARGEST IN THE UNITED STATES AT THE TIME OF THIS
 BQ0406'WRITING.
 BQ0406
 BQ0406                          STATION RECOVERY (1958)
 BQ0406
 BQ0406'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0406'STATION RECOVERED IN GOOD CONDITION.
 BQ0406'
 BQ0406'THE STATION IS LOCATED ON THE HIGHEST POINT OF A MOUNTAIN.
 BQ0406'IS THE CENTER OF THE DOME.  76 FEET HIGH AND IS 655 FEET IN
 BQ0406'DIAMETER (OUTSIDE DIMENSIONS).
 BQ0406
 BQ0406                          STATION RECOVERY (1988)
 BQ0406
 BQ0406'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0406'RECOVERED IN GOOD CONDITION.
 BQ0406
 BQ0406                          STATION RECOVERY (1996)
 BQ0406
 BQ0406'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0406'RECOVERED IN GOOD CONDITION.
 BQ0406
 BQ0406                          STATION RECOVERY (2003)
 BQ0406
 BQ0406'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0407 ***********************************************************************
 BQ0407  DESIGNATION -  MCDONALD OBSERVATORY 107 RESET
 BQ0407  PID         -  BQ0407
 BQ0407  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0407  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0407
 BQ0407                         *CURRENT SURVEY CONTROL
 BQ0407  ___________________________________________________________________
 BQ0407* NAD 83(1993)-  30 40 18.36819(N)    104 01 19.16092(W)     ADJUSTED  
 BQ0407* NAVD 88     -      2075.7    (meters)    6810.     (feet)  VERTCON   
 BQ0407  ___________________________________________________________________
 BQ0407  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BQ0407  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0407
 BQ0407  HORZ ORDER  -  SECOND
 BQ0407
 BQ0407.The horizontal coordinates were established by classical geodetic methods
 BQ0407.and adjusted by the National Geodetic Survey in February 1996..
 BQ0407
 BQ0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0407
 BQ0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0407
 BQ0407.The geoid height was determined by GEOID03.
 BQ0407
 BQ0407;                    North         East     Units Scale Factor Converg.
 BQ0407;SPC TX C     - 3,117,280.275   346,617.556   MT  0.99989819   -1 53 59.5
 BQ0407;SPC TX C     -10,227,277.04  1,137,194.43   sFT  0.99989819   -1 53 59.5
 BQ0407;UTM  13      - 3,393,634.527   593,687.308   MT  0.99970827   +0 29 56.2
 BQ0407
 BQ0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0407!SPC TX C     -   0.99967747  x   0.99989819  =   0.99957569
 BQ0407!UTM  13      -   0.99967747  x   0.99970827  =   0.99938583
 BQ0407
 BQ0407                          SUPERSEDED SURVEY CONTROL
 BQ0407
 BQ0407  NAD 83(1986)-  30 40 18.36601(N)    104 01 19.16510(W) AD(       ) 2
 BQ0407  NAD 27      -  30 40 17.82610(N)    104 01 17.48570(W) AD(       ) 2
 BQ0407  NGVD 29 (07/19/86) 2075.0    (m)         6808.     (f) VERT ANG       
 BQ0407
 BQ0407.Superseded values are not recommended for survey control.
 BQ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0407.See file dsdata.txt to determine how the superseded data were derived.
 BQ0407
 BQ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9368793635(NAD 83)
 BQ0407_MARKER: DR = REFERENCE MARK DISK
 BQ0407_SETTING: 0 = UNSPECIFIED SETTING
 BQ0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0407
 BQ0407  HISTORY     - Date     Condition        Report By
 BQ0407  HISTORY     - 1977     MONUMENTED       NGS
 BQ0407  HISTORY     - 19961007 GOOD             USPSQD
 BQ0407  HISTORY     - 20030322 GOOD             USPSQD
 BQ0407
 BQ0407                          STATION DESCRIPTION
 BQ0407
 BQ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0407'THE STATION IS ABOUT 30 MILES NORTHWEST OF ALPINE, 25 MILES
 BQ0407'NORTH OF MARFA, 9.5 MILES NORTHWEST OF FORT DAVIS AND IS IN
 BQ0407'THE CENTER OF THE 107-INCH OBSERVATORY DOME OF THE
 BQ0407'MCDONALD OBSERVATORY, TELEPHONE 915-426-3263.
 BQ0407'
 BQ0407'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BQ0407'NORTH ON STATE HIGHWAYS 17 AND 118 FOR 1.3 MILES TO A FORK.
 BQ0407'BEAR LEFT AND GO NORTHERLY ON STATE HIGHWAY 118 FOR 13.8 MILES
 BQ0407'TO A REVERSE FORK. TURN RIGHT AND FOLLOW STATE SPUR ROAD 78
 BQ0407'EASTERLY FOR 1.5 MILES TO THE SUMMIT OF LOCKE MOUNTAIN,
 BQ0407'OBSERVATION DOMES AND THE STATION TO THE LEFT.
 BQ0407'
 BQ0407'STATION MARK, STAMPED---MCDONALD OBSERVATORY 107 1977---,
 BQ0407'IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL
 BQ0407'HOLE IN THE CENTRAL CONCRETE FOUNDATION OF THE 107-INCH
 BQ0407'DOME. IT IS ON THE FIFTH FLOOR AND IS UNDER THE CENTER
 BQ0407'SQUARE FLOOR TILE THAT IS FASTENED WITH SCREWS.
 BQ0407'
 BQ0407'REFERENCE MARK 4, STAMPED---MCDONALD 1942 NO 4 1977---, IS A
 BQ0407'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BQ0407'MONUMENT THAT IS 18 INCHES BELOW THE GROUND. IT IS 51 FEET
 BQ0407'EAST OF THE WALL OF THE 82-INCH DOME, 40 FEET NORTHEAST OF THE
 BQ0407'APPROXIMATE CENTER OF THE FORK OF THE LOOP ROAD AND WITH IN THE
 BQ0407'CONFINES OF THE LOOP ROAD.
 BQ0407'
 BQ0407'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.6 METERS.
 BQ0407
 BQ0407                          STATION RECOVERY (1996)
 BQ0407
 BQ0407'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0407'RECOVERED IN GOOD CONDITION.
 BQ0407
 BQ0407                          STATION RECOVERY (2003)
 BQ0407
 BQ0407'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0296 ***********************************************************************
 BQ0296  CBN         -  This is a Cooperative Base Network Control Station.
 BQ0296  DESIGNATION -  MCDONALD RM 1
 BQ0296  PID         -  BQ0296
 BQ0296  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0296  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0296
 BQ0296                         *CURRENT SURVEY CONTROL
 BQ0296  ___________________________________________________________________
 BQ0296* NAD 83(1993)-  30 40 16.54894(N)    104 01 22.86154(W)     ADJUSTED  
 BQ0296* NAVD 88     -      2066.124  (meters)    6778.61   (feet)  ADJUSTED  
 BQ0296  ___________________________________________________________________
 BQ0296  X           -  -1,330,880.181 (meters)                     COMP
 BQ0296  Y           -  -5,328,748.383 (meters)                     COMP
 BQ0296  Z           -   3,235,642.720 (meters)                     COMP
 BQ0296  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BQ0296  ELLIP HEIGHT-        2044.88  (meters)          (04/03/92) GPS OBS
 BQ0296  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0296  DYNAMIC HT  -        2062.523 (meters)    6766.79  (feet)  COMP
 BQ0296  MODELED GRAV-     978,823.2   (mgal)                       NAVD 88
 BQ0296  OBS GRAVITY -     978,819.1   (mgal)                       GRAV_OBS
 BQ0296
 BQ0296  HORZ ORDER  -  A
 BQ0296  VERT ORDER  -  FIRST     CLASS I
 BQ0296  ELLP ORDER  -  FIRST     CLASS I
 BQ0296
 BQ0296.The horizontal coordinates were established by VLBI observations
 BQ0296.and local terrestrial surveys and adjusted by the
 BQ0296.National Geodetic Survey in April 1992..
 BQ0296
 BQ0296.The orthometric height was determined by differential leveling
 BQ0296.and adjusted by the National Geodetic Survey in June 1991..
 BQ0296
 BQ0296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BQ0296
 BQ0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0296
 BQ0296.The ellipsoidal height was determined by GPS observations
 BQ0296.and is referenced to NAD 83.
 BQ0296
 BQ0296.The geoid height was determined by GEOID03.
 BQ0296
 BQ0296.The dynamic height is computed by dividing the NAVD 88
 BQ0296.geopotential number by the normal gravity value computed on the
 BQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0296.degrees latitude (g = 980.6199 gals.).
 BQ0296
 BQ0296.The modeled gravity was interpolated from observed gravity values.
 BQ0296.The observed gravity was obtained from relative gravimeter ties
 BQ0296.to the IGSN71 gravity network.
 BQ0296
 BQ0296;                    North         East     Units Scale Factor Converg.
 BQ0296;SPC TX C     - 3,117,227.552   346,517.254   MT  0.99989824   -1 54 01.5
 BQ0296;SPC TX C     -10,227,104.06  1,136,865.36   sFT  0.99989824   -1 54 01.5
 BQ0296;UTM  13      - 3,393,577.664   593,589.319   MT  0.99970805   +0 29 54.3
 BQ0296
 BQ0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0296!SPC TX C     -   0.99967898  x   0.99989824  =   0.99957725
 BQ0296!UTM  13      -   0.99967898  x   0.99970805  =   0.99938712
 BQ0296
 BQ0296|---------------------------------------------------------------------|
 BQ0296| PID    Reference Object                     Distance      Geod. Az  |
 BQ0296|                                                           dddmmss.s |
 BQ0296| BQ0297 MCDONALD RM 2                        13.899 METERS 01511     |
 BQ0296| BQ0295 MCDONALD                             15.440 METERS 06247     |
 BQ0296|---------------------------------------------------------------------|
 BQ0296
 BQ0296                          SUPERSEDED SURVEY CONTROL
 BQ0296
 BQ0296  NAD 83(1986)-  30 40 16.54870(N)    104 01 22.86209(W) AD(       ) 2
 BQ0296  NAD 27      -  30 40 16.00567(N)    104 01 21.18782(W) AD(       ) 2
 BQ0296  NGVD 29 (??/??/92) 2065.393  (m)         6776.21   (f) ADJ UNCH    1 1
 BQ0296
 BQ0296.Superseded values are not recommended for survey control.
 BQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0296.See file dsdata.txt to determine how the superseded data were derived.
 BQ0296
 BQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9358993578(NAD 83)
 BQ0296_MARKER: DR = REFERENCE MARK DISK
 BQ0296_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0296_SP_SET: ROCK OUTCROP
 BQ0296_STAMPING: MCDONALD NO. 1 1942
 BQ0296_MARK LOGO: CGS   
 BQ0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0296+STABILITY: POSITION/ELEVATION WELL
 BQ0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BQ0296+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1994
 BQ0296
 BQ0296  HISTORY     - Date     Condition        Report By
 BQ0296  HISTORY     - 1942     MONUMENTED       CGS
 BQ0296  HISTORY     - 1975     GOOD             NGS
 BQ0296  HISTORY     - 1977     GOOD             NGS
 BQ0296  HISTORY     - 1977     GOOD             NGS
 BQ0296  HISTORY     - 1980     GOOD             NGS
 BQ0296  HISTORY     - 1983     GOOD             NGS
 BQ0296  HISTORY     - 1986     GOOD
 BQ0296  HISTORY     - 1988     GOOD             USPSQD
 BQ0296  HISTORY     - 1988     GOOD             NASA
 BQ0296  HISTORY     - 1989     GOOD             USPSQD
 BQ0296  HISTORY     - 19940918 GOOD             NGS
 BQ0296  HISTORY     - 19961007 GOOD             USPSQD
 BQ0296  HISTORY     - 20030322 GOOD             USPSQD
 BQ0296
 BQ0296                          STATION DESCRIPTION
 BQ0296
 BQ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (ACJ)
 BQ0296'THE STATION IS LOCATED AIRLINE, 30 MILES NORTHWEST OF ALPINE, 25
 BQ0296'MILES NORTH OF MARFA AND 9-1/2 MILES NORTHWEST OF FT. DAVIS AT THE
 BQ0296'END OF THE ROAD ON THE SUMMIT OF MOUNT LOCKE AND ON THE WEST SIDE
 BQ0296'OF THE WALKWAY LEADING TO MCDONALD OBSERVATORY OWNED BY THE
 BQ0296'UNIVERSITY OF TEXAS.  THE STATION WAS USED AS THE ANTENNA SITE
 BQ0296'FOR DOPPLER STATION 51123.
 BQ0296'
 BQ0296'TO REACH THE STATION FROM THE NEW POST OFFICE IN FT DAVIS GO NORTH
 BQ0296'1.3 MILES ON STATE HIGHWAYS 17 AND 18 TO A FORK TAKE THE LEFT FORK
 BQ0296'AND CONTINUE NORTHERLY ON STATE HIGHWAY 118 FOR 11.2 MILES TO A
 BQ0296'FENCELINE ON THE LEFT PERPENDICULAR TO THE HIGHWAY.  CONTINUE
 BQ0296'NORTHERLY ON STATE HIGHWAY 118 FOR 3.2 MILES TO A FORK AND STATE SPUR
 BQ0296'ROAD 78 ON THE RIGHT.  TAKE STATE SPUR ROAD 78 AND CLIMB SOUTH
 BQ0296'1.5 MILES TO THE SUMMIT AND STEPS TO MCDONALD OBSERVATORY ON
 BQ0296'THE LEFT.
 BQ0296'
 BQ0296'THE STATION MARK IS A STANDARD DISK STAMPED MCDONALD NO 1 1942
 BQ0296'CEMENTED IN A DRILLHOLE IN A BOULDER WITH 4 FEET BY 3 FEET EXPOSED
 BQ0296'PROJECTING 2 FEET ABOVE GROUND.  IT IS 100 FEET SOUTHWEST OF THE
 BQ0296'CENTER OF THE FRONT DOOR OF THE OBSERVATORY 54 FEET NORTH OF THE
 BQ0296'CENTER OF THE ROAD AND ABOUT 1 FOOT LOWER THAN MCDONALD 1942.
 BQ0296'
 BQ0296'MCDONALD 1942 IS A STANDARD DISK STAMPED MCDONALD 1942 CEMENTED IN A
 BQ0296'DRILL HOLE IN A BOULDER WITH 2 FEET BY 3 FEET EXPOSED PROJECTING 10
 BQ0296'INCHES ABOVE GROUND.  IT IS 73 FEET WEST-NORTHWEST OF A METAL
 BQ0296'FLAGPOLE 53 FEET NORTH OF THE CENTER OF THE ROAD 53 FEET
 BQ0296'SOUTH-SOUTHWEST OF THE CENTER OF THE FRONT DOOR OF THE OBSERVATORY
 BQ0296'AND 27 FEET WEST OF THE CENTER OF THE WALK LEADING TO THE
 BQ0296'OBSERVATORY.
 BQ0296'
 BQ0296'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MCDONALD NO 2 1942
 BQ0296'CEMENTED IN A DRILL HOLE IN A BOULDER WITH 2 FEET BY 2 FEET EXPOSED
 BQ0296'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 65.5 FEET WEST OF THE
 BQ0296'CENTER OF THE FRONT DOOR TO THE OBSERVATORY 37 FEET WEST OF THE WEST
 BQ0296'CURB OF THE SIDEWALK AROUND THE OBSERVATORY AND AT THE SAME
 BQ0296'ELEVATION AS THE STATION.
 BQ0296'
 BQ0296'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MCDONALD NO 3 1942 1971
 BQ0296'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT SET 1 INCH
 BQ0296'B BELOW GROUND SURFACE.  IT IS 79 FEET SOUTH OF A FIRE HYDRANT 50
 BQ0296'FEET N NORTHEAST OF THE ROAD CENTER AT FORK OF TURN AROUND LOOP AT
 BQ0296'SUMMIT, 42 FEET EAST OF THE WALL OF THE OBSERVATORY, AND AT THE SAME
 BQ0296'ELEVATION AS THE STATION.
 BQ0296'
 BQ0296'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED MCDONALD NO 2 1942 1971
 BQ0296'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 18 INCHES ON THE
 BQ0296'NORTH AND 1 FOOT ON THE SOUTH.  IT IS 450 FEET WEST OF THE
 BQ0296'CATTLEGUARD ON THE HIGHWAY, 100 FEET NORTH OF A FENCELINE, 56 FEET
 BQ0296'EAST OF A SMALL CEDAR TREE AND 2 FEET NORTHEAST OF A 2-FOOT ROCK
 BQ0296'CAIRN.
 BQ0296'
 BQ0296'TO REACH THE AZIMUTH MARK FROM HERE WALK ALONG THIS EAST-WEST
 BQ0296'FENCELINE UP THE HILL FOR 450 FEET.  THEN GO 100 FEET NORTH FROM
 BQ0296'THE FENCELINE TO AZIMUTH MARK 2.
 BQ0296'
 BQ0296'NEAREST TOWN--FT. DAVIS, TEXAS.
 BQ0296
 BQ0296                          STATION RECOVERY (1977)
 BQ0296
 BQ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0296'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED IN 1975.
 BQ0296'A COMPLETE DESCRIPTION FOLLOWS.
 BQ0296'
 BQ0296'THE STATION IS ABOUT 30 MILES NORTHWEST OF ALPINE, 25 MILES
 BQ0296'NORTH OF MARFA, 9.5 MILES NORTHWEST OF FORT DAVIS AND IS ON
 BQ0296'PROPERTY OWNED BY MCDONALD OBSERVATORY, UNIVERSITY OF TEXAS.
 BQ0296'TELEPHONE NUMBER 915-426-3263 OR UNIVERSITY OF TEXAS AT
 BQ0296'GALVESTON, TELEPHONE NUMBER 713-765-2158.
 BQ0296'
 BQ0296'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BQ0296'NORTH ON STATE HIGHWAYS 17 AND 118 FOR 1.3 MILES TO A FORK.
 BQ0296'BEAR LEFT AND GO NORTHERLY ON STATE HIGHWAY 118 FOR 10.8 MILES
 BQ0296'A CUT IN THE EMBANKMENT AND A FENCE PERPENDICULAR TO THE ROAD
 BQ0296'ON THE LEFT. CONTINUE NORTHERLY ON STATE HIGHWAY 118
 BQ0296'FOR 3.05 MILES TO A SIDE ROAD RIGHT AND A REVERSE
 BQ0296'FORK. TURN RIGHT AND FOLLOW STATE SPUR ROAD 78 EASTERLY
 BQ0296'FOR 1.5 MILES TO THE SUMMIT OF LOCKE MOUNTAIN, OBSERVATION
 BQ0296'DOMES AND THE STATION TO THE LEFT.
 BQ0296'
 BQ0296'STATION MARK, STAMPED---MCDONALD NO 1 1942---, IS A
 BQ0296'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 3 BY 4
 BQ0296'FOOT BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND.
 BQ0296'IT IS 54.0 FEET NORTH OF THE CENTER OF A PAVED ROAD
 BQ0296'AND 100 FEET SOUTHWEST OF THE CENTER OF THE DOORS TO
 BQ0296'THE 82-INCH DOME.
 BQ0296'
 BQ0296'STATION MARK, STAMPED---MCDONALD 1942---, IS A STANDARD DISK
 BQ0296'CEMENTED IN A DRILL HOLE IN 2 BY 3 FOOT BOULDER THAT PROJECTS
 BQ0296'10 INCHES ABOCE THE GROUND. IT IS 47.8 FEET SOUTH-SOUTHWEST OF
 BQ0296'A RETAINING WALL OF THE 82-INCH DOME, 52.0 FEET NORTHWEST OF
 BQ0296'THE CENTER LINE OF A PAVED ROAD, 53.0 FEET SOUTH-SOUTHWEST OF
 BQ0296'THE CENTER OF THE DOORS OF THE 82-INCH DOME AND 22.5 FEET
 BQ0296'SOUTHWEST OF THE SOUTH EDGE OF A LOW STONE WALL.
 BQ0296
 BQ0296                          STATION RECOVERY (1977)
 BQ0296
 BQ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BQ0296'16.95 MI NW FROM FORT DAVIS.
 BQ0296'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0296'COURTHOUSE AT FORT DAVIS, THENCE 1.90 MILES SOUTHEAST ALONG SPUR
 BQ0296'78 FROM ITS JUNCTION WITH 118, AT THE 82 INCH TELESCOPE AREA AT
 BQ0296'MCDONALDS OBSERVATORY, 98 FT.SOUTH OF THE FRONT ENTRANCE TO THE
 BQ0296'82 INCH TELESCOPE BUILDING, 51 FT. WEST OF STATION MARK, 54 FT.
 BQ0296'NORTH OF THE CENTER LINE OF THE DRIVE.
 BQ0296
 BQ0296                          STATION RECOVERY (1980)
 BQ0296
 BQ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0296'RECOVERED IN GOOD CONDITION.
 BQ0296
 BQ0296                          STATION RECOVERY (1983)
 BQ0296
 BQ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BQ0296'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 BQ0296'27.4 KM (17 MI) NORTHWEST OF FT DAVIS ON MOUNT LOCKE AT THE MCDONALD
 BQ0296'OBSERVATORY.  TO REACH FROM THE COURTHOUSE IN FT DAVIS GO 24.0 KM
 BQ0296'(15 MI) NORTHWEST ALONG TEXAS HIGHWAY 118, THEN TURN RIGHT AND GO
 BQ0296'SOUTHEAST 3.2 KM (2 MI) ALONG SPUR ROAD 78 TO THE MCDONALD OBSERVATORY
 BQ0296'82-INCH TELESCOPE (NEAR THE TOP OF THE MOUNTAIN).  THE MARK IS
 BQ0296'29.9 METERS (98.1 FT) SOUTHWEST OF THE SOUTH ENTRANCE TO THE
 BQ0296'TELESCOPE, AND 15.5 METERS (50.8 FT) WEST OF TRIANGULATION STATION
 BQ0296'MCDONALD (1942), 16.5 METERS (54.1 FT) NORTH OF THE CENTERLINE OF THE
 BQ0296'ROAD ON TOP OF A 1.4 X 1.0 METER ROCK THAT PROJECTS 0.5 METER ABOVE
 BQ0296'THE GROUND.
 BQ0296
 BQ0296                          STATION RECOVERY (1986)
 BQ0296
 BQ0296'RECOVERED 1986
 BQ0296'RECOVERED IN GOOD CONDITION.
 BQ0296
 BQ0296                          STATION RECOVERY (1988)
 BQ0296
 BQ0296'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0296'RECOVERED IN GOOD CONDITION.
 BQ0296
 BQ0296                          STATION RECOVERY (1988)
 BQ0296
 BQ0296'RECOVERY NOTE BY NAT AERO SPACE ADMIN 1988
 BQ0296'PRIMARY SCIENTIFIC PURPOSES - MEASUREMENTS SUPPORTING THE
 BQ0296'DETERMINATION OF PLATE MOTION, PLATE STABILITY, POLAR MOTION/EARTH
 BQ0296'ROTATION, REGIONAL DEFORMATION, AND INTERCOMPARISON OF MEASUREMENT
 BQ0296'TECHNIQUES.
 BQ0296'SITE DESCRIPTION - THE SITE IS LOCATED AT THE MCDONALD OBSERVATORY
 BQ0296'NEAR FORT DAVIS, TEXAS.  THE FACILITY INCLUDED THE FIXED OBSERVATORY
 BQ0296'WITH A 2.7-METER TELESCOPE AND THE MCDONALD LASER RANGING SYSTEM
 BQ0296'(MLRS) ON A NEARBY PAD.  A NEW PAD FOR THE MLRS AND A GUEST MOBILE
 BQ0296'LASER PAD HAVE BEEN CONSTRUCTED ON NEARBY MOUNT FLAT TOP AND ARE TIED
 BQ0296'INTO THE EXISTING MONUMENTATION.
 BQ0296'SITE TOPO MAP - MOUNT LOCKE, TX., CASKAT MOUNTAIN, TX., USGS.
 BQ0296'GEOLOGICAL PROVINCE - ROCKY MOUNTAIN PROVINCE
 BQ0296'LOCAL GEOLOGY - TERTIARY IGNEOUS ROCKS PREDOMINATELY FOUND ON THE
 BQ0296'SURFACE.  THE INFLUENCE OF TOPOGRAPHY ON SOIL FORMATION IS PRONOUNCED
 BQ0296'DUE TO EXTENSIVE EROSION, THE SOILS OF HILLS AND MOUNTAINS ARE
 BQ0296'SHALLOW, WHEREAS THE SOILS OF VALLEYS AND PLAINS ARE DEEP.
 BQ0296'COMMENTS - A VLBI TIE BETWEEN THIS SITE AND THE FORT DAVIS HRAS
 BQ0296'ANTENNA ALLOW THESE SITES TO BE CONSIDERED ONE MEASUREMENT LOCATION.
 BQ0296
 BQ0296                          STATION RECOVERY (1989)
 BQ0296
 BQ0296'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0296'RECOVERED IN GOOD CONDITION.
 BQ0296
 BQ0296                          STATION RECOVERY (1994)
 BQ0296
 BQ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 BQ0296'OTHER ALIASES INCLUDE GSS 119S02, NN 651 AND DOD 5859-0. STATION IS AT
 BQ0296'THE MCDONALD OBSERVATORY ON MOUNT LOCKE 9.5 MI (15.3 KM) NORTHWEST OF
 BQ0296'THE JEFF DAVIS COUNTY COURT HOUSE IN FORT DAVIS, TEXAS. TO ACCESS FROM
 BQ0296'THE NORTHERN INTERSECTION OF ROUTES TX 17 AND TX 118 ON NORTH SIDE OF
 BQ0296'FORT DAVIS, GO WEST, THEN NORTH ON NORTHBOUND TX 118 FOR 14.3 MI (23.0
 BQ0296'KM) .  TURN SOUTHEAST (RIGHT) ONTO TX SPUR 78 AND GO SE THEN SW UP
 BQ0296'MOUNT LOCKE FOR 1.4 MI (2.3 KM) TO INTERSECTION. CONTINUE STRAIGHT FOR
 BQ0296'0.1 MI (0.2 KM) TO 82 INCH TELESCOPE DOME AND STATION ON LEFT.
 BQ0296'STATION IS ON TOP OF A 1.4 M (4.6 FT) BY 1.0 M (3.3 FT) BY 0.5 M (1.6
 BQ0296'FT) TALL, BROWN BOULDER 16.5 M (54.1 FT) NORTH OF CENTER OF ROAD, 30.3
 BQ0296'M (99.4 FT) SW OF DOUBLE DOORS TO DOME, 28.0 M (91.9 FT) WEST OF
 BQ0296'FLAGPOLE, 15.5 M (50.9 FT) WSW OF TRIANGULATION STATION MCDONALD, 53.0
 BQ0296'M (173.9 FT) SW OF RM 3, AND 14.3 M (46.9 FT) EAST OF EAST SIDE OF
 BQ0296'WEATHER STATION COMPOUND.  DISK ARROW POINTS ENE.  A TRIVET MAY BE
 BQ0296'NEEDED.
 BQ0296
 BQ0296                          STATION RECOVERY (1996)
 BQ0296
 BQ0296'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0296'RECOVERED IN GOOD CONDITION.
 BQ0296
 BQ0296                          STATION RECOVERY (2003)
 BQ0296
 BQ0296'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0297 ***********************************************************************
 BQ0297  DESIGNATION -  MCDONALD RM 2
 BQ0297  PID         -  BQ0297
 BQ0297  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0297  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0297
 BQ0297                         *CURRENT SURVEY CONTROL
 BQ0297  ___________________________________________________________________
 BQ0297* NAD 83(1993)-  30 40 16.98453(N)    104 01 22.72486(W)     ADJUSTED  
 BQ0297* NAVD 88     -      2066.620  (meters)    6780.24   (feet)  ADJUSTED  
 BQ0297  ___________________________________________________________________
 BQ0297  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BQ0297  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0297  DYNAMIC HT  -        2063.018 (meters)    6768.42  (feet)  COMP
 BQ0297  MODELED GRAV-     978,823.2   (mgal)                       NAVD 88
 BQ0297  OBS GRAVITY -     978,819.1   (mgal)                       GRAV_OBS
 BQ0297
 BQ0297  HORZ ORDER  -  SECOND
 BQ0297  VERT ORDER  -  FIRST     CLASS I
 BQ0297
 BQ0297.The horizontal coordinates were established by classical geodetic methods
 BQ0297.and adjusted by the National Geodetic Survey in February 1996..
 BQ0297
 BQ0297.The orthometric height was determined by differential leveling
 BQ0297.and adjusted by the National Geodetic Survey in June 1991..
 BQ0297
 BQ0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0297
 BQ0297.The geoid height was determined by GEOID03.
 BQ0297
 BQ0297.The dynamic height is computed by dividing the NAVD 88
 BQ0297.geopotential number by the normal gravity value computed on the
 BQ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0297.degrees latitude (g = 980.6199 gals.).
 BQ0297
 BQ0297.The modeled gravity was interpolated from observed gravity values.
 BQ0297.The observed gravity was obtained from relative gravimeter ties
 BQ0297.to the IGSN71 gravity network.
 BQ0297
 BQ0297;                    North         East     Units Scale Factor Converg.
 BQ0297;SPC TX C     - 3,117,240.837   346,521.335   MT  0.99989823   -1 54 01.4
 BQ0297;SPC TX C     -10,227,147.65  1,136,878.75   sFT  0.99989823   -1 54 01.4
 BQ0297;UTM  13      - 3,393,591.105   593,592.840   MT  0.99970806   +0 29 54.3
 BQ0297
 BQ0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0297!SPC TX C     -   0.99967889  x   0.99989823  =   0.99957715
 BQ0297!UTM  13      -   0.99967889  x   0.99970806  =   0.99938704
 BQ0297
 BQ0297                          SUPERSEDED SURVEY CONTROL
 BQ0297
 BQ0297  NAD 83(1986)-  30 40 16.98456(N)    104 01 22.72528(W) AD(       ) 2
 BQ0297  NAD 27      -  30 40 16.44136(N)    104 01 21.05113(W) AD(       ) 2
 BQ0297  NGVD 29 (??/??/92) 2065.889  (m)         6777.84   (f) ADJ UNCH    1 1
 BQ0297
 BQ0297.Superseded values are not recommended for survey control.
 BQ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0297.See file dsdata.txt to determine how the superseded data were derived.
 BQ0297
 BQ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9359393591(NAD 83)
 BQ0297_MARKER: DR = REFERENCE MARK DISK
 BQ0297_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0297_SP_SET: ROCK OUTCROP
 BQ0297_STAMPING: MCDONALD NO. 2 1942
 BQ0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0297+STABILITY: POSITION/ELEVATION WELL
 BQ0297
 BQ0297  HISTORY     - Date     Condition        Report By
 BQ0297  HISTORY     - 1942     MONUMENTED       CGS
 BQ0297  HISTORY     - 1977     GOOD             NGS
 BQ0297  HISTORY     - 1980     GOOD             NGS
 BQ0297  HISTORY     - 1988     GOOD             USPSQD
 BQ0297  HISTORY     - 1989     GOOD             USPSQD
 BQ0297  HISTORY     - 19961007 GOOD             USPSQD
 BQ0297  HISTORY     - 20030322 GOOD             USPSQD
 BQ0297
 BQ0297                          STATION DESCRIPTION
 BQ0297
 BQ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0297'16.95 MI NW FROM FORT DAVIS.
 BQ0297'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE
 BQ0297'COUNTY COURTHOUSE AT FORT DAVIS, THENCE 1.90 MILES SOUTHEAST ALONG
 BQ0297'SPUR 78, FROM ITS JUNCTION WITH 118, AT THE 82 INCH TELESCOPE
 BQ0297'AREA AT MCDONALDS OBSERVATORY, 65 FT. SOUTHWEST OF THE FRONT
 BQ0297'ENTRANCE TO THE 82 INCH TELESCOPE, 39 FT.NORTH OF THE STATION
 BQ0297'MARK.
 BQ0297
 BQ0297                          STATION RECOVERY (1980)
 BQ0297
 BQ0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0297'RECOVERED IN GOOD CONDITION.
 BQ0297
 BQ0297                          STATION RECOVERY (1988)
 BQ0297
 BQ0297'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0297'RECOVERED IN GOOD CONDITION.
 BQ0297
 BQ0297                          STATION RECOVERY (1989)
 BQ0297
 BQ0297'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0297'RECOVERED IN GOOD CONDITION.
 BQ0297
 BQ0297                          STATION RECOVERY (1996)
 BQ0297
 BQ0297'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0297'RECOVERED IN GOOD CONDITION.
 BQ0297
 BQ0297                          STATION RECOVERY (2003)
 BQ0297
 BQ0297'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0298 ***********************************************************************
 BQ0298  DESIGNATION -  MCDONALD RM 3
 BQ0298  PID         -  BQ0298
 BQ0298  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0298  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0298
 BQ0298                         *CURRENT SURVEY CONTROL
 BQ0298  ___________________________________________________________________
 BQ0298* NAD 83(1993)-  30 40 17.48524(N)    104 01 21.20101(W)     ADJUSTED  
 BQ0298* NAVD 88     -      2067.244  (meters)    6782.28   (feet)  ADJUSTED  
 BQ0298  ___________________________________________________________________
 BQ0298  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BQ0298  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0298  DYNAMIC HT  -        2063.640 (meters)    6770.46  (feet)  COMP
 BQ0298  MODELED GRAV-     978,822.6   (mgal)                       NAVD 88
 BQ0298  OBS GRAVITY -     978,819.0   (mgal)                       GRAV_OBS
 BQ0298
 BQ0298  HORZ ORDER  -  FIRST
 BQ0298  VERT ORDER  -  FIRST     CLASS I
 BQ0298
 BQ0298.The horizontal coordinates were established by classical geodetic methods
 BQ0298.and adjusted by the National Geodetic Survey in February 1996..
 BQ0298
 BQ0298.The orthometric height was determined by differential leveling
 BQ0298.and adjusted by the National Geodetic Survey in June 1991..
 BQ0298
 BQ0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0298
 BQ0298.The geoid height was determined by GEOID03.
 BQ0298
 BQ0298.The dynamic height is computed by dividing the NAVD 88
 BQ0298.geopotential number by the normal gravity value computed on the
 BQ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0298.degrees latitude (g = 980.6199 gals.).
 BQ0298
 BQ0298.The modeled gravity was interpolated from observed gravity values.
 BQ0298.The observed gravity was obtained from relative gravimeter ties
 BQ0298.to the IGSN71 gravity network.
 BQ0298
 BQ0298;                    North         East     Units Scale Factor Converg.
 BQ0298;SPC TX C     - 3,117,254.902   346,562.384   MT  0.99989821   -1 54 00.6
 BQ0298;SPC TX C     -10,227,193.79  1,137,013.42   sFT  0.99989821   -1 54 00.6
 BQ0298;UTM  13      - 3,393,606.873   593,633.256   MT  0.99970815   +0 29 55.1
 BQ0298
 BQ0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0298!SPC TX C     -   0.99967879  x   0.99989821  =   0.99957703
 BQ0298!UTM  13      -   0.99967879  x   0.99970815  =   0.99938704
 BQ0298
 BQ0298|---------------------------------------------------------------------|
 BQ0298| PID    Reference Object                     Distance      Geod. Az  |
 BQ0298|                                                           dddmmss.s |
 BQ0298| BQ0407 MCDONALD OBSERVATORY 107 RESET       60.733 METERS 06324     |
 BQ0298| BQ0295 MCDONALD                             37.451 METERS 23427     |
 BQ0298| CD0933 NEWMAN                              APPROX.37.0 KM 3520510.6 |
 BQ0298|---------------------------------------------------------------------|
 BQ0298
 BQ0298                          SUPERSEDED SURVEY CONTROL
 BQ0298
 BQ0298  NAD 83(1986)-  30 40 17.48495(N)    104 01 21.20142(W) AD(       ) 1
 BQ0298  NAD 27      -  30 40 16.94210(N)    104 01 19.52740(W) AD(       ) 1
 BQ0298  NGVD 29 (??/??/92) 2066.512  (m)         6779.88   (f) ADJ UNCH    1 1
 BQ0298
 BQ0298.Superseded values are not recommended for survey control.
 BQ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0298.See file dsdata.txt to determine how the superseded data were derived.
 BQ0298
 BQ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9363393607(NAD 83)
 BQ0298_MARKER: DR = REFERENCE MARK DISK
 BQ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0298_SP_SET: CONCRETE POST
 BQ0298_STAMPING: MCDONALD NO. 3 1942 1971
 BQ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0298+STABILITY: SURFACE MOTION
 BQ0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0298+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BQ0298
 BQ0298  HISTORY     - Date     Condition        Report By
 BQ0298  HISTORY     - 1971     MONUMENTED       NGS
 BQ0298  HISTORY     - 1977     GOOD             NGS
 BQ0298  HISTORY     - 1977     GOOD             NGS
 BQ0298  HISTORY     - 1980     GOOD             NGS
 BQ0298  HISTORY     - 1986     GOOD
 BQ0298  HISTORY     - 1988     GOOD             USPSQD
 BQ0298  HISTORY     - 1989     GOOD             USPSQD
 BQ0298  HISTORY     - 19961007 GOOD             USPSQD
 BQ0298  HISTORY     - 20030322 GOOD             USPSQD
 BQ0298
 BQ0298                          STATION DESCRIPTION
 BQ0298
 BQ0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 BQ0298'THE DISTANCES ABOVE HAVE BEEN REDUCED TO SEA LEVEL.
 BQ0298'
 BQ0298'THE STATION IS LOCATED AIRLINE, 30 MILES NORTHWEST OF ALPINE, 25
 BQ0298'MILES NORTH OF MARFA AND 9.5 MILES NORTHWEST OF FT. DAVIS AT
 BQ0298'THE END OF THE ROAD ON THE SUMMIT OF MOUNT LOCKE.  IT IS IN
 BQ0298'THE WEST CENTER OF THE PLOT OF GROUND AROUND WHICH THE ROAD
 BQ0298'LOOPS TO TURN AROUND.
 BQ0298'
 BQ0298'TO REACH THE STATION SEE THAT PORTION OF THE DESCRIPTION OF
 BQ0298'STATION MC DONALD 1942.
 BQ0298'
 BQ0298'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 BQ0298'MC DONALD NO 3 1942, 1971 CEMENTED IN THE TOP OF A 12-INCH
 BQ0298'SQUARE CONCRETE MONUMENT SET 1 INCH BELOW GROUND SURFACE.  IT
 BQ0298'IS 79 FEET SOUTH OF A FIRE HYDRANT, 50 FEET NORTHEAST OF ROAD
 BQ0298'CENTERS AT FORK OF TURN-AROUND LOOP, AND 42 FEET EAST OF THE
 BQ0298'EAST WALL OF THE 82-INCH OBSERVATORY BUILDING.
 BQ0298'
 BQ0298'A DIRECT CONNECTION WAS MADE FROM THE TOWER OVER THIS STATION
 BQ0298'TO A PUNCH MARK IN THE FLOOR OF THE 107-INCH TELESCOPE BUILDING.
 BQ0298'SEE DESCRIPTION OF MC DONALD OBSERVATORY 107.
 BQ0298
 BQ0298                          STATION RECOVERY (1977)
 BQ0298
 BQ0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0298'THE STATION MARK WAS RECOVERED AS DESCRIBED IN 1975.
 BQ0298'A NEW DESCRIPTION FOLLOWS.
 BQ0298'
 BQ0298'THE STATION IS ABOUT 30 MILES NORTHWEST OF ALPINE, 25 MILES
 BQ0298'NORTH OF MARFA, 9.5 MILES NORTHWEST OF FORT DAVIS AND IS ON
 BQ0298'PROPERTY OWNED BY MCDONALD OBSERVATORY, UNIVERSITY OF TEXAS.
 BQ0298'TELEPHONE NUMBER 915-426-3263 OR UNIVERSITY OF TEXAS AT
 BQ0298'GALVESTON, TELEPHONE NUMBER 713-765-2158.
 BQ0298'
 BQ0298'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BQ0298'NORTH ON STATE HIGHWAYS 17 AND 118 FOR 1.3 MILES TO A FORK.
 BQ0298'BEAR LEFT AND GO NORTHERLY ON STATE HIGHWAY 118 FOR 10.8 MILES
 BQ0298'A CUT IN THE EMBANKMENT.  CONTINUE NORTHERLY ON STATE
 BQ0298'HIGHWAY 118 FOR 3.05 MILES TO A SIDE ROAD RIGHT AND A REVERSE
 BQ0298'FORK. TURN RIGHT AND FOLLOW STATE SPUR ROAD 78 EASTERLY
 BQ0298'FOR 1.5 MILES TO THE SUMMIT OF LOCKE MOUNTAIN, OBSERVATION
 BQ0298'DOMES AND THE STATION TO THE LEFT.
 BQ0298'
 BQ0298'THE STATION MARK, STAMPED---MCDONALD NO 3 1942 1971---, IS A
 BQ0298'REFERENCE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BQ0298'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 42 FEET EAST OF
 BQ0298'THE WALL OF THE 82-INCH DOME, 50 FEET NORTHEAST OF THE
 BQ0298'APPROXIMATE CENTER OF A FORK OF THE LOOP ROAD AND 79 FEET
 BQ0298'SOUTH OF A FIRE HYDRANT.
 BQ0298'
 BQ0298'STATION MARK, STAMPED---MCDONALD 1942---, IS A STANDARD DISK
 BQ0298'CEMENTED IN A DRILL HOLE IN 2 BY 3 FOOT BOULDER THAT PROJECTS
 BQ0298'10 INCHES ABOCE THE GROUND. IT IS 47.8 FEET SOUTH-SOUTHWEST OF
 BQ0298'A RETAINING WALL OF THE 82-INCH DOME, 52.0 FEET NORTHWEST OF
 BQ0298'THE CENTER LINE OF A PAVED ROAD, 53.0 FEET SOUTH-SOUTHWEST OF
 BQ0298'THE CENTER OF THE DOORS OF THE 82-INCH DOME AND 22.5 FEET
 BQ0298'SOUTHWEST OF THE SOUTH EDGE OF A LOW STONE WALL.
 BQ0298'
 BQ0298'REFERENCE MARK 4, STAMPED---MCDONALD 1942 NO 4 1977---, IS A
 BQ0298'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BQ0298'MONUMENT THAT IS 18 INCHES BELOW THE GROUND. IT IS 51 FEET
 BQ0298'EAST OF THE WALL OF THE 82-INCH DOME, 40 FEET NORTHEAST OF THE
 BQ0298'APPROXIMATE CENTER OF THE FORK OF THE LOOP ROAD AND WITHIN THE
 BQ0298'CONFINES OF THE LOOP ROAD.
 BQ0298'
 BQ0298'THE DISTANCE BETWEEN REFERENCE MARKS 1, 2 AND 3 WERE NOT
 BQ0298'MEASURED DUE TO BRUSH AND SHRUBS AND THE DOME ON LINE.
 BQ0298'
 BQ0298'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 0.0 METER.
 BQ0298
 BQ0298                          STATION RECOVERY (1977)
 BQ0298
 BQ0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BQ0298'16.66 MI NW FROM FORT DAVIS.
 BQ0298'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0298'COURTHOUSE AT FORT DAVIS, THENCE 1.90 MILES SOUTHEAST ALONG SPUR
 BQ0298'78 FROM ITS JUNCTION WITH 118, AT THE 82 INCH TELESCOPE AREA AT
 BQ0298'MCDONALDS OBSERVATORY, ON THE INSIDE OF A CIRCLE DRIVE, 12.3 FEET
 BQ0298'NORTH OF NORTHWEST LEG OF TRIANGULATION TOWER, 16 FEET NORTHWEST OF
 BQ0298'NORTHEAST LEG OF TRIANGULATION TOWER, 22 FEET EAST OF WEST CENTERLINE
 BQ0298'OF DRIVE, 17 FEET NORTH WEST OF MCDONALD NO 4, 90 FEET NORTHEAST
 BQ0298'OF FLAGPOLE.
 BQ0298
 BQ0298                          STATION RECOVERY (1980)
 BQ0298
 BQ0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0298'RECOVERED IN GOOD CONDITION.
 BQ0298
 BQ0298                          STATION RECOVERY (1986)
 BQ0298
 BQ0298'RECOVERED 1986
 BQ0298'RECOVERED IN GOOD CONDITION.
 BQ0298
 BQ0298                          STATION RECOVERY (1988)
 BQ0298
 BQ0298'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0298'RECOVERED IN GOOD CONDITION.
 BQ0298
 BQ0298                          STATION RECOVERY (1989)
 BQ0298
 BQ0298'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0298'RECOVERED IN GOOD CONDITION.
 BQ0298
 BQ0298                          STATION RECOVERY (1996)
 BQ0298
 BQ0298'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0298'RECOVERED IN GOOD CONDITION.
 BQ0298
 BQ0298                          STATION RECOVERY (2003)
 BQ0298
 BQ0298'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0293 ***********************************************************************
 BQ0293  DESIGNATION -  MCDONALD RM 4
 BQ0293  PID         -  BQ0293
 BQ0293  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0293  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0293
 BQ0293                         *CURRENT SURVEY CONTROL
 BQ0293  ___________________________________________________________________
 BQ0293* NAD 83(1993)-  30 40 17.33710(N)    104 01 21.11054(W)     ADJUSTED  
 BQ0293* NAVD 88     -      2066.572  (meters)    6780.08   (feet)  ADJUSTED  
 BQ0293  ___________________________________________________________________
 BQ0293  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BQ0293  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0293  DYNAMIC HT  -        2062.969 (meters)    6768.26  (feet)  COMP
 BQ0293  MODELED GRAV-     978,822.6   (mgal)                       NAVD 88
 BQ0293  OBS GRAVITY -     978,819.1   (mgal)                       GRAV_OBS
 BQ0293
 BQ0293  HORZ ORDER  -  FIRST
 BQ0293  VERT ORDER  -  FIRST     CLASS I
 BQ0293
 BQ0293.The horizontal coordinates were established by classical geodetic methods
 BQ0293.and adjusted by the National Geodetic Survey in February 1996..
 BQ0293
 BQ0293.The orthometric height was determined by differential leveling
 BQ0293.and adjusted by the National Geodetic Survey in June 1991..
 BQ0293
 BQ0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0293
 BQ0293.The geoid height was determined by GEOID03.
 BQ0293
 BQ0293.The dynamic height is computed by dividing the NAVD 88
 BQ0293.geopotential number by the normal gravity value computed on the
 BQ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0293.degrees latitude (g = 980.6199 gals.).
 BQ0293
 BQ0293.The modeled gravity was interpolated from observed gravity values.
 BQ0293.The observed gravity was obtained from relative gravimeter ties
 BQ0293.to the IGSN71 gravity network.
 BQ0293
 BQ0293;                    North         East     Units Scale Factor Converg.
 BQ0293;SPC TX C     - 3,117,250.263   346,564.639   MT  0.99989822   -1 54 00.6
 BQ0293;SPC TX C     -10,227,178.57  1,137,020.82   sFT  0.99989822   -1 54 00.6
 BQ0293;UTM  13      - 3,393,602.333   593,635.703   MT  0.99970816   +0 29 55.2
 BQ0293
 BQ0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0293!SPC TX C     -   0.99967890  x   0.99989822  =   0.99957715
 BQ0293!UTM  13      -   0.99967890  x   0.99970816  =   0.99938715
 BQ0293
 BQ0293|---------------------------------------------------------------------|
 BQ0293| PID    Reference Object                     Distance      Geod. Az  |
 BQ0293|                                                           dddmmss.s |
 BQ0293| BQ0407 MCDONALD OBSERVATORY 107 RESET       60.841 METERS 05832     |
 BQ0293| BQ0295 MCDONALD                             37.112 METERS 24222     |
 BQ0293| BQ0414 BALDY                               APPROX.15.0 KM 2544107.9 |
 BQ0293|---------------------------------------------------------------------|
 BQ0293
 BQ0293                          SUPERSEDED SURVEY CONTROL
 BQ0293
 BQ0293  NAD 83(1986)-  30 40 17.33654(N)    104 01 21.11163(W) AD(       ) 1
 BQ0293  NAD 27      -  30 40 16.79411(N)    104 01 19.43673(W) AD(       ) 1
 BQ0293  NGVD 29 (??/??/92) 2065.839  (m)         6777.67   (f) ADJ UNCH    1 1
 BQ0293
 BQ0293.Superseded values are not recommended for survey control.
 BQ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0293.See file dsdata.txt to determine how the superseded data were derived.
 BQ0293
 BQ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9363693602(NAD 83)
 BQ0293_MARKER: DR = REFERENCE MARK DISK
 BQ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0293_SP_SET: CONCRETE POST
 BQ0293_STAMPING: MCDONALD NO. 4 1977
 BQ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0293+STABILITY: SURFACE MOTION
 BQ0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0293+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BQ0293
 BQ0293  HISTORY     - Date     Condition        Report By
 BQ0293  HISTORY     - 1977     MONUMENTED       NGS
 BQ0293  HISTORY     - 1977     GOOD             NGS
 BQ0293  HISTORY     - 1980     GOOD             NGS
 BQ0293  HISTORY     - 1986     GOOD
 BQ0293  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BQ0293  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BQ0293  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BQ0293
 BQ0293                          STATION DESCRIPTION
 BQ0293
 BQ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0293'THE STATION IS ABOUT 30 MILES NORTHWEST OF ALPINE, 25 MILES
 BQ0293'NORTH OF MARFA, 9.5 MILES NORTHWEST OF FORT DAVIS AND IS ON
 BQ0293'PROPERTY OWNED BY MCDONALD OBSERVATORY, UNIVERSITY OF TEXAS.
 BQ0293'TELEPHONE NUMBER 915-426-3263 OR UNIVERSITY OF TEXAS AT
 BQ0293'GALVESTON, TELEPHONE NUMBER 713-765-2158.
 BQ0293'
 BQ0293'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BQ0293'NORTH ON STATE HIGHWAYS 17 AND 118 FOR 1.3 MILES TO A FORK.
 BQ0293'BEAR LEFT AND GO NORTHERLY ON STATE HIGHWAY 118 FOR 13.8 MILES
 BQ0293'TO A REVERSE FORK. TURN RIGHT AND FOLLOW STATE SPUR ROAD 78
 BQ0293'EASTERLY FOR 1.5 MILES TO THE SUMMIT OF LOCKE MOUNTAIN,
 BQ0293'OBSERVATION DOMES AND THE STATION TO THE LEFT.
 BQ0293'
 BQ0293'STATION MARK, STAMPED---MCDONALD 1942 NO 4 1977---, IS A
 BQ0293'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BQ0293'CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE GROUND.
 BQ0293'IT IS 51 FEET EAST OF THE WALL OF THE 82-INCH DOME, 40
 BQ0293'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE FORK
 BQ0293'OF THE LOOP ROAD.
 BQ0293'
 BQ0293'STATION MARK, STAMPED---MCDONALD 1942---, IS A STANDARD DISK
 BQ0293'CEMENTED IN A DRILL HOLE IN 2 BY 3 FOOT BOULDER THAT PROJECTS
 BQ0293'10 INCHES ABOVE THE GROUND. IT IS 47.8 FEET SOUTH-SOUTHWEST OF
 BQ0293'A RETAINING WALL OF THE 82-INCH DOME, 52.0 FEET NORTHWEST OF
 BQ0293'THE CENTER LINE OF A PAVED ROAD, 53.0 FEET SOUTH-SOUTHWEST OF
 BQ0293'THE CENTER OF THE DOORS OF THE 82-INCH DOME AND 22.5 FEET
 BQ0293'SOUTHWEST OF THE SOUTH EDGE OF A LOW STONE WALL.
 BQ0293'
 BQ0293'DIRECTIONS TO MCDONALD 1942, REFERENCE MARKS AND THE
 BQ0293'AZIMUTH MARK WERE NOT OBSERVED DUE TO OBSTRUCTIONS OF THE
 BQ0293'TOWER STRUCTURE AND SHRUBBERY.
 BQ0293'
 BQ0293'HEIGHT OF LIGHT ABOVE THE MARK WAS 6.6 METERS.
 BQ0293
 BQ0293                          STATION RECOVERY (1977)
 BQ0293
 BQ0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BQ0293'16.95 MI NW FROM FORT DAVIS.
 BQ0293'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0293'COURTHOUSE AT FORT DAVIS, THENCE 1.90 MILES SOUTHEAST ALONG SPUR
 BQ0293'78 FROM ITS JUNCTION WITH 118, AT THE 82 INCH TELESCOPE AREA AT
 BQ0293'MCDONALDS OBSERVATORY, ON THE INSIDE OF A CIRCLE DRIVE, UNDER THE
 BQ0293'TRIANGULATION TOWER, 17 FT. SOUTHEAST OF RM 3, 84 FT. NORTHEAST
 BQ0293'OF A FLAG-POLE
 BQ0293
 BQ0293                          STATION RECOVERY (1980)
 BQ0293
 BQ0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0293'RECOVERED IN GOOD CONDITION.
 BQ0293
 BQ0293                          STATION RECOVERY (1986)
 BQ0293
 BQ0293'RECOVERED 1986
 BQ0293'RECOVERED IN GOOD CONDITION.
 BQ0293
 BQ0293                          STATION RECOVERY (1989)
 BQ0293
 BQ0293'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0293'MARK NOT FOUND.
 BQ0293
 BQ0293                          STATION RECOVERY (1996)
 BQ0293
 BQ0293'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0293'MARK NOT FOUND.
 BQ0293
 BQ0293                          STATION RECOVERY (2003)
 BQ0293
 BQ0293'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7437 ***********************************************************************
 AA7437  HT_MOD      -  This is a Height Modernization Survey Station.
 AA7437  CORS        -  This is a GPS Continuously Operating Reference Station.
 AA7437  DESIGNATION -  MCDONALD VLBI STA CORS L1 PHASE CENTER
 AA7437  CORS_ID     -  MDO1
 AA7437  PID         -  AA7437
 AA7437  STATE/COUNTY-  TX/JEFF DAVIS
 AA7437  USGS QUAD   -  MOUNT LOCKE (1978)
 AA7437
 AA7437                         *CURRENT SURVEY CONTROL
 AA7437  ___________________________________________________________________
 AA7437* NAD 83(CORS)-  30 40 49.82349(N)    104 00 53.93814(W)     ADJUSTED  
 AA7437* NAVD 88     -      2026.98   (meters)    6650.2    (feet)  GPS OBS   
 AA7437  ___________________________________________________________________
 AA7437  EPOCH DATE  -        2002.00
 AA7437  X           -  -1,329,998.158 (meters)                     COMP
 AA7437  Y           -  -5,328,394.948 (meters)                     COMP
 AA7437  Z           -   3,236,504.375 (meters)                     COMP
 AA7437  ELLIP HEIGHT-        2005.79  (meters)          (03/??/02) GPS OBS
 AA7437  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 AA7437
 AA7437  HORZ ORDER  -  SPECIAL (CORS)
 AA7437  ELLP ORDER  -  SPECIAL (CORS)
 AA7437
 AA7437.ITRF positions are available for this station.
 AA7437.The coordinates were established by GPS observations
 AA7437.and adjusted by the National Geodetic Survey in March 2002..
 AA7437.The coordinates are valid at the epoch date displayed above.
 AA7437.The epoch date for horizontal control is a decimal equivalence
 AA7437.of Year/Month/Day.
 AA7437
 AA7437.The orthometric height was determined by GPS observations and a
 AA7437.high-resolution geoid model using precise GPS observation and
 AA7437.processing techniques.
 AA7437
 AA7437.The PID for the CORS ARP is AF9514.
 AA7437
 AA7437.The XYZ, and position/ellipsoidal ht. are equivalent.
 AA7437
 AA7437.The ellipsoidal height was determined by GPS observations
 AA7437.and is referenced to NAD 83.
 AA7437
 AA7437.The geoid height was determined by GEOID03.
 AA7437
 AA7437;                    North         East     Units Scale Factor Converg.
 AA7437;SPC TX C     - 3,118,226.092   347,320.585   MT  0.99989733   -1 53 46.6
 AA7437;SPC TX C     -10,230,380.10  1,139,500.95   sFT  0.99989733   -1 53 46.6
 AA7437
 AA7437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7437!SPC TX C     -   0.99968511  x   0.99989733  =   0.99958247
 AA7437
 AA7437                          SUPERSEDED SURVEY CONTROL
 AA7437
 AA7437  NAD 83(CORS)-  30 40 49.82334(N)    104 00 53.93841(W) AD(1997.00) c
 AA7437  ELLIP H (04/??/00) 2005.80   (m)                       GP(1997.00) c c
 AA7437  NAD 83(CORS)-  30 40 49.82336(N)    104 00 53.93840(W) AD(1997.00) c
 AA7437  ELLIP H (01/??/98) 2005.74   (m)                       GP(1997.00) c c
 AA7437  NAD 83(CORS)-  30 40 49.82319(N)    104 00 53.93815(W) AD(1997.00) c
 AA7437  NAD 83(CORS)-  30 40 49.82321(N)    104 00 53.93817(W) AD(1996.00) c
 AA7437  ELLIP H (07/??/96) 2005.83   (m)                       GP(1997.00) c c
 AA7437  ELLIP H (07/??/96) 2005.83   (m)                       GP(1996.00) c c
 AA7437
 AA7437.Superseded values are not recommended for survey control.
 AA7437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7437.See file dsdata.txt to determine how the superseded data were derived.
 AA7437
 AA7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9435094609(NAD 83)
 AA7437_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AA7437
 AA7437                          STATION DESCRIPTION
 AA7437
 AA7437'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AA7437'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AA7437'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AA7437'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AA7437'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AA7437'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9514 ***********************************************************************
 AF9514  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9514  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9514  DESIGNATION -  MCDONALD VLBI STA CORS ARP
 AF9514  CORS_ID     -  MDO1
 AF9514  PID         -  AF9514
 AF9514  STATE/COUNTY-  TX/JEFF DAVIS
 AF9514  USGS QUAD   -  MOUNT LOCKE (1978)
 AF9514
 AF9514                         *CURRENT SURVEY CONTROL
 AF9514  ___________________________________________________________________
 AF9514* NAD 83(CORS)-  30 40 49.82349(N)    104 00 53.93814(W)     ADJUSTED  
 AF9514* NAVD 88     -      2026.88   (meters)    6649.9    (feet)  GPS OBS   
 AF9514  ___________________________________________________________________
 AF9514  EPOCH DATE  -        2002.00
 AF9514  X           -  -1,329,998.135 (meters)                     COMP
 AF9514  Y           -  -5,328,394.856 (meters)                     COMP
 AF9514  Z           -   3,236,504.319 (meters)                     COMP
 AF9514  ELLIP HEIGHT-        2005.68  (meters)          (03/??/02) GPS OBS
 AF9514  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 AF9514
 AF9514  HORZ ORDER  -  SPECIAL (CORS)
 AF9514  ELLP ORDER  -  SPECIAL (CORS)
 AF9514
 AF9514.ITRF positions are available for this station.
 AF9514.The coordinates were established by GPS observations
 AF9514.and adjusted by the National Geodetic Survey in March 2002..
 AF9514.The coordinates are valid at the epoch date displayed above.
 AF9514.The epoch date for horizontal control is a decimal equivalence
 AF9514.of Year/Month/Day.
 AF9514
 AF9514.The orthometric height was determined by GPS observations and a
 AF9514.high-resolution geoid model using precise GPS observation and
 AF9514.processing techniques.
 AF9514
 AF9514.The PID for the CORS L1 Phase Center is AA7437.
 AF9514
 AF9514.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9514
 AF9514.The ellipsoidal height was determined by GPS observations
 AF9514.and is referenced to NAD 83.
 AF9514
 AF9514.The geoid height was determined by GEOID03.
 AF9514
 AF9514;                    North         East     Units Scale Factor Converg.
 AF9514;SPC TX C     - 3,118,226.092   347,320.585   MT  0.99989733   -1 53 46.6
 AF9514;SPC TX C     -10,230,380.10  1,139,500.95   sFT  0.99989733   -1 53 46.6
 AF9514
 AF9514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9514!SPC TX C     -   0.99968513  x   0.99989733  =   0.99958249
 AF9514
 AF9514                          SUPERSEDED SURVEY CONTROL
 AF9514
 AF9514  NAD 83(CORS)-  30 40 49.82334(N)    104 00 53.93841(W) AD(1997.00) c
 AF9514  ELLIP H (04/??/00) 2005.69   (m)                       GP(1997.00) c c
 AF9514  NAD 83(CORS)-  30 40 49.82336(N)    104 00 53.93840(W) AD(1997.00) c
 AF9514  ELLIP H (01/??/98) 2005.69   (m)                       GP(1997.00) c c
 AF9514  ELLIP H (01/??/98) 2005.63   (m)                       GP(1997.00) c c
 AF9514  NAD 83(CORS)-  30 40 49.82319(N)    104 00 53.93815(W) AD(1997.00) c
 AF9514  NAD 83(CORS)-  30 40 49.82321(N)    104 00 53.93817(W) AD(1996.00) c
 AF9514  ELLIP H (07/??/96) 2005.72   (m)                       GP(1997.00) c c
 AF9514  ELLIP H (07/??/96) 2005.72   (m)                       GP(1996.00) c c
 AF9514
 AF9514.Superseded values are not recommended for survey control.
 AF9514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9514.See file dsdata.txt to determine how the superseded data were derived.
 AF9514
 AF9514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9435094609(NAD 83)
 AF9514_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9514
 AF9514                          STATION DESCRIPTION
 AF9514
 AF9514'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9514'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9514'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9514'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9514'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9514'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2332 ***********************************************************************
 AN2332  DESIGNATION -  MCDOWELL
 AN2332  PID         -  AN2332
 AN2332  STATE/COUNTY-  TX/REFUGIO
 AN2332  USGS QUAD   -  TIVOLI SE (1952)
 AN2332
 AN2332                         *CURRENT SURVEY CONTROL
 AN2332  ___________________________________________________________________
 AN2332* NAD 83(1993)-  28 21 34.00100(N)    096 47 31.31929(W)     ADJUSTED  
 AN2332* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AN2332  ___________________________________________________________________
 AN2332  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AN2332  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN2332
 AN2332  HORZ ORDER  -  SECOND
 AN2332
 AN2332.The horizontal coordinates were established by classical geodetic methods
 AN2332.and adjusted by the National Geodetic Survey in February 1996..
 AN2332
 AN2332.The orthometric height was scaled from a topographic map.
 AN2332
 AN2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2332
 AN2332.The geoid height was determined by GEOID03.
 AN2332
 AN2332;                    North         East     Units Scale Factor Converg.
 AN2332;SPC TXSC     - 4,060,353.144   816,443.469   MT  1.00000694   +1 04 54.2
 AN2332;SPC TXSC     -13,321,341.94  2,678,614.95   sFT  1.00000694   +1 04 54.2
 AN2332;UTM  14      - 3,139,002.139   716,397.846   MT  1.00017797   +1 02 57.1
 AN2332
 AN2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2332!SPC TXSC     -   1.00000363  x   1.00000694  =   1.00001057
 AN2332!UTM  14      -   1.00000363  x   1.00017797  =   1.00018160
 AN2332
 AN2332:                Primary Azimuth Mark                     Grid Az
 AN2332:SPC TXSC     -  NETTLE                                   176 46 33.6
 AN2332:UTM  14      -  NETTLE                                   176 48 30.7
 AN2332
 AN2332|---------------------------------------------------------------------|
 AN2332| PID    Reference Object                     Distance      Geod. Az  |
 AN2332|                                                           dddmmss.s |
 AN2332| AN2331 NETTLE                              APPROX. 4.4 KM 1775127.8 |
 AN2332| CV6561 MCDOWELL RM 1                        62.470 METERS 19414     |
 AN2332| CV6562 MCDOWELL RM 2                       109.310 METERS 26808     |
 AN2332|---------------------------------------------------------------------|
 AN2332
 AN2332                          SUPERSEDED SURVEY CONTROL
 AN2332
 AN2332  NAD 83(1986)-  28 21 34.01078(N)    096 47 31.30205(W) AD(       ) 2
 AN2332  NAD 27      -  28 21 32.99300(N)    096 47 30.35600(W) AD(       ) 2
 AN2332
 AN2332.Superseded values are not recommended for survey control.
 AN2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2332.See file dsdata.txt to determine how the superseded data were derived.
 AN2332
 AN2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1639839002(NAD 83)
 AN2332_MARKER: DS = TRIANGULATION STATION DISK
 AN2332_SETTING: 0 = UNSPECIFIED SETTING
 AN2332
 AN2332  HISTORY     - Date     Condition        Report By
 AN2332  HISTORY     - 1934     MONUMENTED       CGS
 AN2332  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AN2332  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AN2332  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2332  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2332
 AN2332                          STATION DESCRIPTION
 AN2332
 AN2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2332'STATION IS LOCATED ABOUT 4 MILES SE OF AUSTWELL, ABOUT 5-1/2
 AN2332'MILES SW OF SEADRIFT, ON THE W SIDE OF SAN ANTONIO BAY.  IT
 AN2332'IS ON SHARP POINT WHICH IS ON THE HEAVILY WOODED PROPERTY OF
 AN2332'THE MC DOWELL RANCH.  IT IS 20 METERS W FROM THE TOP OF BLUFF,
 AN2332'2 METERS W FROM THE S END OF A DENSE CLUMP OF LIVE OAK BUSHES,
 AN2332'AND 1/4 MILE N OF THE MC DOWELL RANCH HOUSE.
 AN2332'
 AN2332'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2332'SET IN CONCRETE.
 AN2332'
 AN2332'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2332'AUSTWELL, WATER TANK, 290 DEG.  SILO AT MC DOWELL RANCH HOUSE,
 AN2332'176 DEG.
 AN2332'
 AN2332'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AN2332
 AN2332                          STATION RECOVERY (1965)
 AN2332
 AN2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LFS)
 AN2332'ORIG. DESC. O.K. - SURF. MARK AND BOTH REFERENCE MARKS HAVE
 AN2332'BEEN UPROOTED AND MOVED BY BRUSH CLEARING MACHINERY.  SUBSURFACE
 AN2332'MARK WAS FOUND IN GOOD CONDITION.  A PIECE OF 8 IN STEEL PIPE
 AN2332'PROJECTING 24 IN ABOVE NATURAL GROUND WAS CENTERED VERTICALLY
 AN2332'OVER SUBSURFACE MARK.
 AN2332
 AN2332                          STATION RECOVERY (1965)
 AN2332
 AN2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MB)
 AN2332'UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.
 AN2332'SURFACE MARK IS COMPLETELY DESTROYED.
 AN2332'
 AN2332'AREA IS NO LONGER WOODED, BUT IS CLEARED.  ON THE BAUER
 AN2332'RANCH.  OTHER PARTS OF DESCRIPTION ARE ADEQUATE TO RECOVER
 AN2332'STATION.
 AN2332
 AN2332                          STATION RECOVERY (1969)
 AN2332
 AN2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2332'THE SUBSURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 AN2332'REFERENCE MARK NO. 2 MONUMENT WAS FOUND LYING IN A PASTURE.
 AN2332'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT FOUND, AND WAS
 AN2332'REPORTED LOST IN THE 1965 RECOVERY NOTE BY L.F. STOVALL.
 AN2332'
 AN2332'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AN2332'
 AN2332'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF AUSTWELL,
 AN2332'5-1/2 MILES SOUTHWEST OF SEADRIFT, ON THE WEST SIDE OF SAN ANTONIO
 AN2332'BAY, ON PROPERTY OWNED AND OPERATED BY DR. J.E. BAUER.  IT IS 31
 AN2332'FEET WEST OF THE EDGE OF A BLUFF ALONG THE BAY, AND 2-1/2
 AN2332'FEET NORTH OF A CREOSOTED WITNESS POST WITH SIGN.  THE MONUMENT
 AN2332'IS 30 INCHES BELOW GROUND SURFACE AND THE DISK IS STAMPED
 AN2332'MC DOWELL 1934.
 AN2332'
 AN2332'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 113
 AN2332'WITH FARM ROAD 774 AT THE POST OFFICE IN AUSTWELL, GO EAST AND
 AN2332'SOUTHEAST ON FARM ROAD 774 FOR 1.0 MILE TO A JUNCTION WITH FARM
 AN2332'ROAD 2040.  TURN LEFT AND GO EAST AND SOUTHEAST ON FARM ROAD
 AN2332'2040 FOR 3.05 MILES TO A GATE ON THE LEFT AND A SIGN BAUER RANCH.
 AN2332'TURN LEFT, THROUGH GATE, AND GO EAST ON A SHELL ROAD FOR 0.6
 AN2332'MILE TO THE BAUER RANCH HOUSE ON THE RIGHT AND A TRACK ROAD
 AN2332'LEFT.  TURN LEFT AND GO NORTHEAST AND NORTH ON THE TRACK ROAD FOR
 AN2332'0.55 MILE.  THENCE TURN RIGHT, ACROSS A PASTURE, FOR 0.1 MILE
 AN2332'TO THE BAY SHORE AND THE STATION.
 AN2332'
 AN2332'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 AN2332'MILES SOUTHEAST OF AUSTWELL.
 AN2332
 AN2332                          STATION RECOVERY (1999)
 AN2332
 AN2332'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0536 ***********************************************************************
 DP0536  DESIGNATION -  MCDOWELL
 DP0536  PID         -  DP0536
 DP0536  STATE/COUNTY-  TX/STONEWALL
 DP0536  USGS QUAD   -  LOVERS RESORT (1981)
 DP0536
 DP0536                         *CURRENT SURVEY CONTROL
 DP0536  ___________________________________________________________________
 DP0536* NAD 83(1993)-  33 16 07.72229(N)    100 16 39.80190(W)     ADJUSTED  
 DP0536* NAVD 88     -       570.8    (meters)    1873.     (feet)  VERTCON   
 DP0536  ___________________________________________________________________
 DP0536  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 DP0536  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DP0536
 DP0536  HORZ ORDER  -  SECOND
 DP0536
 DP0536.The horizontal coordinates were established by classical geodetic methods
 DP0536.and adjusted by the National Geodetic Survey in February 1996..
 DP0536
 DP0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0536
 DP0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0536
 DP0536.The geoid height was determined by GEOID03.
 DP0536
 DP0536;                    North         East     Units Scale Factor Converg.
 DP0536;SPC TXNC     - 2,179,063.405   434,399.526   MT  0.99987978   -0 58 10.4
 DP0536;SPC TXNC     - 7,149,143.85  1,425,192.44   sFT  0.99987978   -0 58 10.4
 DP0536;UTM  14      - 3,681,816.040   380,999.767   MT  0.99977459   -0 42 03.6
 DP0536
 DP0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0536!SPC TXNC     -   0.99991475  x   0.99987978  =   0.99979454
 DP0536!UTM  14      -   0.99991475  x   0.99977459  =   0.99968936
 DP0536
 DP0536:                Primary Azimuth Mark                     Grid Az
 DP0536:SPC TXNC     -  MCDOWELL AZ MK                           083 54 48.3
 DP0536:UTM  14      -  MCDOWELL AZ MK                           083 38 41.5
 DP0536
 DP0536|---------------------------------------------------------------------|
 DP0536| PID    Reference Object                     Distance      Geod. Az  |
 DP0536|                                                           dddmmss.s |
 DP0536| CX7732 MCDOWELL AZ MK                                     0825637.9 |
 DP0536| CX7733 MCDOWELL RM 1                        33.554 METERS 10350     |
 DP0536| CX7734 MCDOWELL RM 2                        31.460 METERS 21254     |
 DP0536|---------------------------------------------------------------------|
 DP0536
 DP0536                          SUPERSEDED SURVEY CONTROL
 DP0536
 DP0536  NAD 83(1993)-  33 16 07.72535(N)    100 16 39.80103(W) AD(       ) 2
 DP0536  NAD 83(1986)-  33 16 07.72839(N)    100 16 39.79583(W) AD(       ) 2
 DP0536  NAD 27      -  33 16 07.39600(N)    100 16 38.40600(W) AD(       ) 2
 DP0536  NGVD 29 (07/17/98)  570.6    (m)         1872.     (f) VERT ANG       
 DP0536
 DP0536.Superseded values are not recommended for survey control.
 DP0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0536.See file dsdata.txt to determine how the superseded data were derived.
 DP0536
 DP0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8100081816(NAD 83)
 DP0536_MARKER: DS = TRIANGULATION STATION DISK
 DP0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0536_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0536
 DP0536  HISTORY     - Date     Condition        Report By
 DP0536  HISTORY     - 1935     MONUMENTED       CGS
 DP0536  HISTORY     - 1938     GOOD             TXHD
 DP0536  HISTORY     - 1958     GOOD             CGS
 DP0536  HISTORY     - 1961     GOOD             LOCENG
 DP0536  HISTORY     - 1967     GOOD             USGS
 DP0536  HISTORY     - 1967     GOOD             USGS
 DP0536
 DP0536                          STATION DESCRIPTION
 DP0536
 DP0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0536'STATION IS ABOUT 9-1/4 MILES NNW OF ASPERMONT, AND ABOUT 9-1/4
 DP0536'MILES NE OF PEACOCK, IN THE SW 1/4 OF SECTION 176, H. AND T.C.
 DP0536'RAILROAD COMPANY, BLOCK D, ON HIGHEST GROUND IN VICINITY, ON
 DP0536'LAND OWNED BY J.L. MC DOWELL.  STATION IS ABOUT 3/4 MILE WSW FROM
 DP0536'THE SHINERY LAKE SCHOOL.  MARK IS SET ON HIGHEST GROUND TO THE W
 DP0536'OF AN OLD FARMHOUSE OCCUPIED BY E.D. MC DOWELL, SON OF OWNER,
 DP0536'AND ABOUT 0.3 MILE A LITTLE W OF S OF FROM MR. J.L. MC DOWELLS
 DP0536'HOUSE.
 DP0536'
 DP0536'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0536'BRONZE DISKS SET IN CONCRETE.
 DP0536'
 DP0536'AZIMUTH MARK IS ABOUT 0.6 MILE E OF STATION.  REACHED FROM
 DP0536'STATION BY GOING NNE TO J.L. MC DOWELLS HOUSE AND MAIN E-W
 DP0536'ROAD, THEN TURN E AND GO 0.5 MILE TO SHINERY LAKE SCHOOL,
 DP0536'THENCE S 0.2 MILE TO HOUSE ON E SIDE OF ROAD.  MARK IS SET 180
 DP0536'FEET E OF E RIGHT-OF-WAY FENCE OF ROAD, 70 FEET S OF S FENCE
 DP0536'OF FARMYARD AND HOUSE IN PASTURE.
 DP0536'
 DP0536'STATION IS REACHED FROM COURTHOUSE IN ASPERMONT BY GOING N ON
 DP0536'STATE HIGHWAY 4 FOR 9.3 MILES AND TURN LEFT (W) ON T-ROAD,
 DP0536'GO 1.05 MILES ON MAIN DIRT AND SAND ROAD AND JOG 0.05 MILE S
 DP0536'AT SHINERY LAKE SCHOOL BUILDING ON RIGHT AND CONTINUE W ON
 DP0536'MAIN ROAD, GO 0.5 MILE AND TURN S THROUGH WIRE GATE JUST W OF
 DP0536'J.L. MC DOWELLS HOUSE, GO 0.3 MILE SSW ON SAND ROAD TO HOUSE OF
 DP0536'E.D. MC DOWELL AND STATION.
 DP0536'
 DP0536'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DP0536
 DP0536                          STATION RECOVERY (1938)
 DP0536
 DP0536'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0536'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 DP0536'DESCRIPTION IS SATISFACTORY.  NO ATTEMPT WAS MADE TO RECOVER
 DP0536'THE AZIMUTH MARK.
 DP0536
 DP0536                          STATION RECOVERY (1958)
 DP0536
 DP0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0536'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DP0536'CONDITION.  R.M. NO. 2 PROJECTS ABOUT 20 INCHES BUT THE MARK
 DP0536'IS SOLID.
 DP0536'
 DP0536'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DP0536
 DP0536                          STATION RECOVERY (1961)
 DP0536
 DP0536'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (WJB)
 DP0536'RECOVERED BY LONE STAR GAS CO.
 DP0536'
 DP0536'ALL MARKS WERE FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 DP0536
 DP0536                          STATION RECOVERY (1967)
 DP0536
 DP0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JTD)
 DP0536'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK FOUND AS
 DP0536'DESCRIBED AND IN GOOD CONDITION.
 DP0536'
 DP0536'AZIMUTH TO AZIMUTH MARK WAS NOT CHECKED.
 DP0536'
 DP0536'STATION MARK--A USC AND GS STANDARD BRONZE DISK SET IN A
 DP0536'CONCRETE POST PROJECTING 0.2 FEET AND STAMPED MC DOWELL 1935.
 DP0536
 DP0536                          STATION RECOVERY (1967)
 DP0536
 DP0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DP0536'RECOVERED AS DESCRIBED IN NGS QUAD 33100-2, STATION 1005 BY USGS IN
 DP0536'1967.
 DP0536'STATION MARK--USC AND GS STANDARD TABLET STAMPED---MCDOWELL 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1715 ***********************************************************************
 FL1715  DESIGNATION -  MCDOWELL
 FL1715  PID         -  FL1715
 FL1715  STATE/COUNTY-  TX/ARMSTRONG
 FL1715  USGS QUAD   -  GOODNIGHT (1983)
 FL1715
 FL1715                         *CURRENT SURVEY CONTROL
 FL1715  ___________________________________________________________________
 FL1715* NAD 83(1993)-  35 00 09.11869(N)    101 13 02.93597(W)     ADJUSTED  
 FL1715* NAVD 88     -      1001.9    (meters)    3287.     (feet)  VERTCON   
 FL1715  ___________________________________________________________________
 FL1715  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 FL1715  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 FL1715
 FL1715  HORZ ORDER  -  FIRST
 FL1715
 FL1715.The horizontal coordinates were established by classical geodetic methods
 FL1715.and adjusted by the National Geodetic Survey in February 1996..
 FL1715
 FL1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1715
 FL1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1715
 FL1715.The geoid height was determined by GEOID03.
 FL1715
 FL1715;                    North         East     Units Scale Factor Converg.
 FL1715;SPC TX N     - 1,111,254.915   225,788.077   MT  0.99993699   +0 09 49.4
 FL1715;SPC TX N     - 3,645,842.17    740,773.05   sFT  0.99993699   +0 09 49.4
 FL1715;UTM  14      - 3,875,570.838   297,639.896   MT  1.00010471   -1 16 20.7
 FL1715
 FL1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1715!SPC TX N     -   0.99984695  x   0.99993699  =   0.99978395
 FL1715!UTM  14      -   0.99984695  x   1.00010471  =   0.99995164
 FL1715
 FL1715|---------------------------------------------------------------------|
 FL1715| PID    Reference Object                     Distance      Geod. Az  |
 FL1715|                                                           dddmmss.s |
 FL1715| CJ7044 MCDOWELL RM 2                        26.207 METERS 08412     |
 FL1715| EN0791 CLARENDON GRAIN CO ELEVATOR         APPROX.30.7 KM 1024706.7 |
 FL1715| EN0793 CLARENDON CABLE TV MAST             APPROX.29.2 KM 1033202.0 |
 FL1715| FL1727 CLAUDE GRAIN ELEVATOR               APPROX.17.9 KM 3130137.3 |
 FL1715| FL1728 CLAUDE MUNICIPAL TANK               APPROX.17.7 KM 3133450.7 |
 FL1715| CJ7042 MCDOWELL AZ MK                                     3492908.7 |
 FL1715| CJ7043 MCDOWELL RM 1                        69.829 METERS 34948     |
 FL1715| FL1719 LARK WATER TANK                     APPROX.22.8 KM 3553309.5 |
 FL1715|---------------------------------------------------------------------|
 FL1715
 FL1715                          SUPERSEDED SURVEY CONTROL
 FL1715
 FL1715  NAD 83(1993)-  35 00 09.12231(N)    101 13 02.93309(W) AD(       ) 1
 FL1715  NAD 83(1986)-  35 00 09.12479(N)    101 13 02.92774(W) AD(       ) 1
 FL1715  NAD 27      -  35 00 08.94300(N)    101 13 01.35100(W) AD(       ) 1
 FL1715  NGVD 29 (07/19/86) 1001.5    (m)         3286.     (f) VERT ANG       
 FL1715
 FL1715.Superseded values are not recommended for survey control.
 FL1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1715.See file dsdata.txt to determine how the superseded data were derived.
 FL1715
 FL1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9764075571(NAD 83)
 FL1715_MARKER: DS = TRIANGULATION STATION DISK
 FL1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1715
 FL1715  HISTORY     - Date     Condition        Report By
 FL1715  HISTORY     - 1921     MONUMENTED       CGS
 FL1715  HISTORY     - 1938     GOOD             TXHD
 FL1715  HISTORY     - 1951     GOOD             CGS
 FL1715  HISTORY     - 1961     GOOD             CGS
 FL1715  HISTORY     - 1964     GOOD             CGS
 FL1715
 FL1715                          STATION DESCRIPTION
 FL1715
 FL1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1715'STATION IS 1-1/2 MILES W AND 2 MILES S OF GOODNIGHT, A TOWN
 FL1715'ON THE FORT WORTH AND DENVER CITY RAILWAY, ON LAND BELONGING
 FL1715'TO W.W. MC DOWELL, ABOUT 1 MILE DUE S OF HIS HOUSE, IN A PASTURE,
 FL1715'ABOUT 75 METERS (246 FEET) S OF A FENCE CORNER, AND 10 METERS
 FL1715'(33 FEET) E OF N-S FENCE LINE.
 FL1715'
 FL1715'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FL1715'DISKS SET IN CONCRETE.
 FL1715'
 FL1715'REFERENCE MARK NO. 1 IS 69.84 METERS (229.1 FEET) FROM THE
 FL1715'STATION, N 10 DEG 15 MIN W.
 FL1715'
 FL1715'REFERENCE MARK NO. 2 IS 26.24 METERS (86.1 FEET) FROM THE
 FL1715'STATION, N 83 DEG 36 MIN E.
 FL1715
 FL1715                          STATION RECOVERY (1938)
 FL1715
 FL1715'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FL1715'ALL MARKS RECOVERED IN GOOD CONDITION.
 FL1715'
 FL1715'ORIGINAL DESCRIPTION IS GENERALLY GOOD.  THE FOLLOWING ADDITIONAL
 FL1715'DIRECTIONS ARE OFFERED--TO REACH FROM FORT WORTH AND DENVER
 FL1715'CITY RAILWAY STATION IN GOODNIGHT, GO W ON U.S. HIGHWAY 370
 FL1715'FOR 0.50 MILE TO A CROSS ROAD, THENCE S 0.20 MILE TO AN E-W
 FL1715'ROAD, TURN W AND GO 1.25 MILES TO A WIRE GATE ACROSS A GRADED
 FL1715'TRAIL TOS, PASS THROUGH THIS GATE AND DRIVE S ALONG TRAIL
 FL1715'1 MILE TO A STUCCO RANCH HOUSE, CONTINUE S THROUGH FEEDING
 FL1715'PENS, LEAVING RANCH HOUSE ON RIGHT (W) AND CONTINUE IN A
 FL1715'SOUTHERLY DIRECTION ALONG PLAINER TRAVELED SOUTHERLY TRACK 1.15
 FL1715'MILES TO A T-FENCE INTERSECTION WITH A GATE IN BOTH FENCES
 FL1715'AT THE INTERSECTION, PASS THROUGH GATE AND GO ALONG E SIDE
 FL1715'OF N-S FENCE 246 FEET, AND STATION IS 33 FEET TO THE LEFT
 FL1715'(E).
 FL1715
 FL1715                          STATION RECOVERY (1951)
 FL1715
 FL1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1715'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 FL1715'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AS WILL
 FL1715'BE DESCRIBED LATER.  A COMPLETE DESCRIPTION FOLLOWS.
 FL1715'
 FL1715'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH GRASSY HILL
 FL1715'THAT IS ON THE WEST END OF A CANYON.  IT IS ABOUT 2-1/2 MILES
 FL1715'SOUTHWEST OF GOODNIGHT, ABOUT 11-1/2 MILES AIRLINE SOUTHEAST
 FL1715'OF CLAUDE, AND ABOUT 9 MILES AIRLINE WEST-SOUTHWEST OF ASHTOLA.
 FL1715'
 FL1715'THE STATION IS 145 FEET EAST OF A WIRE FENCE AND A CULTIVATED
 FL1715'FIELD, 229 FEET SOUTH OF A FENCE CORNER AND A WIRE GATE, AND
 FL1715'6 FEET NORTH-NORTHEAST OF A WHITE WITNESS POST.  IT IS A STANDARD
 FL1715'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 FL1715'PROJECTS 2 INCHES.  THE DISK IS STAMPED--MC DOWELL 1921.
 FL1715'
 FL1715'REFERENCE MARK NUMBER ONE IS IN A FENCE CORNER THAT IS 2 FEET
 FL1715'WEST OF A WIRE GATE, 8 FEET WEST OF THE CENTER LINE OF A
 FL1715'TRACK ROAD, AND ABOUT 2 FEET HIGHER THAN THE STATION.  IT
 FL1715'IS A STANDARD DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 FL1715'POST THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED--MC DOWELL
 FL1715'NO 1 1921.
 FL1715'
 FL1715'REFERENCE MARK NUMBER TWO IS 70 FEET SOUTHWEST OF THE CENTER
 FL1715'LINE OF THE TRACK ROAD, AND ABOUT 2 FEET LOWER THAN THE STATION.
 FL1715'IT IS A STANDARD DISK SET IN THE TOP OF A 6-INCH SQUARE
 FL1715'CONCRETE POST THAT PROJECTS 1 INCH.  THE DISK IS STAMPED--
 FL1715'MC DOWELL NO 2 1921.
 FL1715'
 FL1715'THE AZIMUTH MARK IS 33 FEET SOUTHWEST OF THE CENTER LINE OF
 FL1715'THE TRACK ROAD, 100 YARDS EAST OF A FENCE CORNER, AND 50
 FL1715'FEET NORTH OF THE WEST END OF A SMALL CANYON.  IT IS A STANDARD
 FL1715'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1715'PROJECTS 1 INCH.  THE DISK IS STAMPED--MC DOWELL 1921 1951.
 FL1715'TO REACH THE MARK FROM THE STATION GO NORTH FOR 75 YARDS
 FL1715'TO THE TRACK ROAD AND A WIRE GATE.  PASS THROUGH THE GATE
 FL1715'AND CONTINUE, NORTHERLY, ON THE ROAD FOR 0.5 MILE TO THE MARK
 FL1715'ON THE RIGHT.
 FL1715'
 FL1715'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GOODNIGHT
 FL1715'GO SOUTH ON THE GRAVEL ROAD FOR 0.1 MILE TO A T-ROAD.  TURN RIGHT,
 FL1715'WEST, AND GO 1.7 MILES TO AN AIRWAY BEACON ON THE LEFT AND
 FL1715'A T-ROAD LEFT.  TURN LEFT, SOUTH, AND GO 1.0 MILE TO A GATE
 FL1715'ABOUT 50 YARDS EAST OF A RANCH HOUSE.  GO THROUGH THE GATE
 FL1715'AND FOLLOW THE TRACK ROAD, SOUTHERLY, FOR 1.1 MILES TO THE
 FL1715'SUMMIT OF THE HILL AND A WIRE GATE.  GO THROUGH THE GATE AND
 FL1715'CONTINUE, SOUTH, FOR 75 YARDS TO THE STATION.
 FL1715
 FL1715                          STATION RECOVERY (1961)
 FL1715
 FL1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JSM)
 FL1715'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 FL1715'IN GOOD CONDITION.  THE 1951 DESCRIPTION IS ADEQUATE.
 FL1715
 FL1715                          STATION RECOVERY (1964)
 FL1715
 FL1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 FL1715'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 FL1715'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 FL1715'COMPLETE DESCRIPTION FOLLOWS.
 FL1715'
 FL1715'THE STATION IS ABOUT 18-1/2 MILES WEST-NORTHWEST OF CLARENDON,
 FL1715'11 MILES SOUTHEAST OF CLAUDE AND 3 MILES SOUTHWEST OF GOODNIGHT,
 FL1715'ON THE EAST EDGE OF A RIDGE THAT BREAKS OFF SHARP TO THE EAST.
 FL1715'
 FL1715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 FL1715'AND FARM ROAD 294 AT THE SOUTH EDGE OF GOODNIGHT, GO WEST
 FL1715'ON U.S. HIGHWAY 287 FOR 1.0 MILE TO A GRADED SIDE ROAD LEFT.
 FL1715'TURN LEFT ON GRADED ROAD AND GO SOUTH FOR 0.3 MILE TO WHERE
 FL1715'THE MAIN ROAD TURNS RIGHT, WEST.  TURN RIGHT AND GO WEST ON
 FL1715'GRADED ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT AT A CATTLE
 FL1715'GUARD.  TURN LEFT, CROSSING CATTLE GUARD AND GO SOUTH FOR 1.0
 FL1715'MILE TO A WHITE BOARD GATE THAT IS ABOUT 50 YARDS EAST OF A
 FL1715'BRICK RANCH HOUSE.  PASS THROUGH GATE AND GO SOUTHEAST AND
 FL1715'SOUTHWEST AROUND A TERRACE FOR 0.3 MILE TO A WIRE GATE.
 FL1715'PASS THROUGH GATE AND CONTINUE SOUTHERLY FOR 0.45 MILE TO
 FL1715'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHERLY ON TRACK ROAD
 FL1715'FOR 0.5 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 FL1715'CONTINUE SOUTHERLY FOR 0.05 MILE TO THE STATION ON THE LEFT.
 FL1715'
 FL1715'STATION MARK IS A STANDARD DISK, STAMPED MC DOWELL 1921,
 FL1715'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 FL1715'1 INCH.  IT IS 229 FEET SOUTH OF A WIRE GATE, 44.6 FEET EAST
 FL1715'OF A WIRE FENCE AND 44.2 FEET EAST OF A WITNESS POST.
 FL1715'1A 7A)
 FL1715'
 FL1715'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MC DOWELL NO 1 1921,
 FL1715'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING
 FL1715'4 INCHES.  IT IS 9 FEET SOUTH OF THE CENTERLINE OF A TRACK
 FL1715'ROAD, 1.5 FEET SOUTHWEST OF A FENCE CORNER POST AND ABOUT
 FL1715'THE SAME ELEVATION AS THE STATION.
 FL1715'
 FL1715'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MC DOWELL NO 2
 FL1715'1921, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING
 FL1715'1 INCH.  IT IS 80 FEET EAST OF THE WIRE FENCE, 1.6 FEET WEST
 FL1715'OF A WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FL1715'
 FL1715'AZIMUTH MARK IS A STANDARD DISK, STAMPED MC DOWELL 1921 1951,
 FL1715'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 FL1715'THE GROUND SURFACE.  IT IS 18 FEET EAST-SOUTHEAST OF THE
 FL1715'CENTERLINE OF A TRACK ROAD AND 1.4 FEET EAST-SOUTHEAST OF A
 FL1715'WITNESS POST.
 FL1715'
 FL1715'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2166 ***********************************************************************
 BL2166  DESIGNATION -  MCDUFFIE
 BL2166  PID         -  BL2166
 BL2166  STATE/COUNTY-  TX/SAN JACINTO
 BL2166  USGS QUAD   -  CARLISLE (1972)
 BL2166
 BL2166                         *CURRENT SURVEY CONTROL
 BL2166  ___________________________________________________________________
 BL2166* NAD 83(1993)-  30 46 51.72869(N)    095 14 03.37271(W)     ADJUSTED  
 BL2166* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 BL2166  ___________________________________________________________________
 BL2166  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BL2166  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL2166
 BL2166  HORZ ORDER  -  FIRST
 BL2166
 BL2166.The horizontal coordinates were established by classical geodetic methods
 BL2166.and adjusted by the National Geodetic Survey in February 1996..
 BL2166
 BL2166.The orthometric height was scaled from a topographic map.
 BL2166
 BL2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2166
 BL2166.The geoid height was determined by GEOID03.
 BL2166
 BL2166;                    North         East     Units Scale Factor Converg.
 BL2166;SPC TX C     - 3,134,716.711 1,187,866.423   MT  0.99988910   +2 37 34.7
 BL2166;SPC TX C     -10,284,483.08  3,897,191.76   sFT  0.99988910   +2 37 34.7
 BL2166;UTM  15      - 3,407,469.690   286,191.212   MT  1.00016395   -1 08 37.8
 BL2166
 BL2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2166!SPC TX C     -   0.99998921  x   0.99988910  =   0.99987831
 BL2166!UTM  15      -   0.99998921  x   1.00016395  =   1.00015315
 BL2166
 BL2166:                Primary Azimuth Mark                     Grid Az
 BL2166:SPC TX C     -  MCDUFFIE AZ MK                           359 44 06.3
 BL2166:UTM  15      -  MCDUFFIE AZ MK                           003 30 18.8
 BL2166
 BL2166|---------------------------------------------------------------------|
 BL2166| PID    Reference Object                     Distance      Geod. Az  |
 BL2166|                                                           dddmmss.s |
 BL2166| CV8824 MCDUFFIE AZ MK                                     0022141.0 |
 BL2166| CV8825 MCDUFFIE AZ MK 2                                   0305326.0 |
 BL2166| CV8826 MCDUFFIE RM 1                        25.865 METERS 06158     |
 BL2166| CV8827 MCDUFFIE RM 2                        25.354 METERS 14946     |
 BL2166| BL1126 WILLOW SPRINGS LOOKOUT              APPROX.13.3 KM 1735904.9 |
 BL2166| BL2178 DODGE LOOKOUT                       APPROX.15.5 KM 2552308.1 |
 BL2166|---------------------------------------------------------------------|
 BL2166
 BL2166                          SUPERSEDED SURVEY CONTROL
 BL2166
 BL2166  NAD 83(1986)-  30 46 51.73977(N)    095 14 03.35823(W) AD(       ) 1
 BL2166  NAD 27      -  30 46 51.05600(N)    095 14 02.57500(W) AD(       ) 1
 BL2166
 BL2166.Superseded values are not recommended for survey control.
 BL2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2166.See file dsdata.txt to determine how the superseded data were derived.
 BL2166
 BL2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8619107470(NAD 83)
 BL2166_MARKER: DS = TRIANGULATION STATION DISK
 BL2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2166
 BL2166  HISTORY     - Date     Condition        Report By
 BL2166  HISTORY     - 1942     MONUMENTED       CGS
 BL2166  HISTORY     - 1949     GOOD             CGS
 BL2166  HISTORY     - 1952     GOOD             TXHD
 BL2166
 BL2166                          STATION DESCRIPTION
 BL2166
 BL2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2166'STATION IS 2.75 MILES NNW OF THE SETTLEMENT OF POINT BLANK
 BL2166'AND 0.25 MILE S OF THE E.L. DUFFIE FARMHOUSE, ON HIS PROPERTY.
 BL2166'IT IS ON THE HIGHEST POINT OF A HILL, 200 FEET E OF THE
 BL2166'CENTER LINE OF A N-S GRADED DIRT ROAD, 49 FEET SSE OF THE
 BL2166'SE CORNER OF AN OLD UNFINISHED FARMHOUSE AND 6 FEET NE OF
 BL2166'A WHITE REFERENCE POST.  MARK IS STAMPED MC DUFFIE 1942,
 BL2166'AND PROJECTS ABOUT 6 INCHES.
 BL2166'
 BL2166'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BL2166'STANDARD BRONZE DISKS SET IN CONCRETE.
 BL2166'
 BL2166'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND ABOUT 5 FEET
 BL2166'LOWER.  MARK IS STAMPED MC DUFFIE NO. 1 1942, AND PROJECTS
 BL2166'6 INCHES.
 BL2166'
 BL2166'REFERENCE MARK NO. 2 IS SSE OF THE STATION AND 15 FEET E
 BL2166'OF AN 8-INCH PINE TREE.  MARK IS STAMPED MC DUFFIE NO. 2
 BL2166'1942, AND PROJECTS 6 INCHES.
 BL2166'
 BL2166'AZIMUTH MARK IS ABOUT 1.3 MILES N OF THE STATION, 18 FEET
 BL2166'NW OF THE NW CORNER OF A DESERTED FARMHOUSE, 1 FOOT S OF
 BL2166'A PICKET FENCE AND 2 FEET E OF A WHITE REFERENCE POST.  MARK
 BL2166'IS STAMPED MC DUFFIE 1942, AND PROJECTS 4 INCHES.
 BL2166'
 BL2166'TO REACH FROM POINT BLANK GO W ON STATE HIGHWAY 190 FOR 0.2
 BL2166'MILE AND TURN RIGHT, N, OFF THE HIGHWAY, GO 2.0 MILES
 BL2166'AND TURN RIGHT, E, ON A T ROAD, GO 0.6 MILE AND TAKE A LEFT
 BL2166'FORK AT A SAW MILL, GO 0.9 MILE AND THE STATION IS ON THE
 BL2166'HILL 200 FEET E OF THE ROAD.  TO REACH THE AZIMUTH MARK
 BL2166'CONTINUE N ON THIS ROAD FOR 0.3 MILE AND KEEP STRAIGHT AHEAD
 BL2166'AT A SIDE ROAD E, GO 1.0 MILE AND TURN RIGHT, E, ON A DIM
 BL2166'WOODS ROAD, GO 0.3 MILE TO A DESERTED FARMHOUSE AND THE
 BL2166'AZIMUTH MARK.
 BL2166'
 BL2166'A 90-FOOT SIGNAL AT WILLOW IS VISIBLE AT 64 FEET.
 BL2166'
 BL2166'90-FOOT SIGNALS AT PHELPS, DODGE AND KNIGHT ARE VISIBLE AT
 BL2166'37 FEET.
 BL2166'
 BL2166'A 103-FOOT SIGNAL AT OAK IS VISIBLE AT 37 FEET.
 BL2166'
 BL2166'A 100-FOOT SIGNAL AT ROBB IS VISIBLE AT 37 FEET.
 BL2166'
 BL2166'A 77-FOOT SIGNAL AT CHITA IS VISIBLE AT 37 FEET.
 BL2166
 BL2166                          STATION RECOVERY (1949)
 BL2166
 BL2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2166'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 BL2166'WERE RECOVERED AND ARE IN GOOD CONDITION.
 BL2166'
 BL2166'THE AZIMUTH MARK WAS DESTROYED DUE TO THE FACT IT WAS OBSTRUCTED
 BL2166'BY A HOUSE.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 BL2166'
 BL2166'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BL2166'
 BL2166'THE STATION IS LOCATED ABOUT 2.75 MILES NORTH-NORTHWEST
 BL2166'OF POINT BLANK, 0.25 MILE SOUTH OF THE E.L. MC DUFFIE HOME
 BL2166'AND ON LAND OWNED BY MR. E.L. MC DUFFIE.  IT IS ON THE HIGHEST
 BL2166'POINT OF A HILL, 200 FEET EAST OF THE CENTER OF NORTH-SOUTH
 BL2166'ROAD AND 6 FEET NORTHEAST OF WITNESS POST.  IT IS STAMPED
 BL2166'MC DUFFIE 1942 AND PROJECTS 6 INCHES.
 BL2166'
 BL2166'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION ON
 BL2166'EAST SLOPE OF THE HILL AND ABOUT 5 FEET LOWER THAN THE STATION.
 BL2166'IT IS STAMPED MC DUFFIE NO 1 1942 AND PROJECTS 6 INCHES
 BL2166'
 BL2166'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION AND
 BL2166'15 FEET EAST OF A 10 INCH PINE TREE.  IT IS STAMPED MC DUFFIE
 BL2166'NO 2 1942 AND PROJECTS 6 INCHES.
 BL2166'
 BL2166'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 125
 BL2166'FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 20 FEET
 BL2166'NORTH OF THE CENTER OF EAST-WEST ROAD, 2 FEET WEST OF WITNESS
 BL2166'POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 BL2166'MC DUFFIE 1942 RESET 1949 AND PROJECTS 2 INCHES.
 BL2166'
 BL2166'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190
 BL2166'AND STATE HIGHWAY 156 IN POINT BLANK, GO WEST ON U.S.
 BL2166'HIGHWAY 190 FOR 0.3 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND
 BL2166'GO NORTH FOR 2.0 MILES TO SIDE ROAD RIGHT, TURN RIGHT AND GO
 BL2166'EAST FOR 0.5 MILE TO FORKS AT SAWMILL, TAKE LEFT FORK AND GO
 BL2166'0.9 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH
 BL2166'THE AZIMUTH MARK FROM HERE CONTINUE NORTH FOR 0.3 MILE TO
 BL2166'SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 BL2166'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 BL2166'
 BL2166'A 74 FOOT SIGNAL AT STATION CHITA 1942 IS VISIBLE AT 10 FEET.
 BL2166'
 BL2166'A 100 FOOT SIGNAL AT STATION ONALASKA IS VISIBLE AT 10 FEET.
 BL2166'
 BL2166'A 100 FOOT SIGNAL AT STATION WILLOW 1935 IS VISIBLE AT 20 FEET.
 BL2166
 BL2166                          STATION RECOVERY (1952)
 BL2166
 BL2166'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1952 (JRM)
 BL2166'FARM HOUSE 49 FT FROM STATION IS GONE.  STATION IS 210 FT
 BL2166'EAST OF CENTERLINE OF DIRT ROAD.  SAWMILL AT JUNCTION OF
 BL2166'ROADS IS GONE BUT SAWDUST PILE IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0521 ***********************************************************************
 CE0521  DESIGNATION -  MCELROY
 CE0521  PID         -  CE0521
 CE0521  STATE/COUNTY-  TX/EL PASO
 CE0521  USGS QUAD   -  FORT BLISS NE (1995)
 CE0521
 CE0521                         *CURRENT SURVEY CONTROL
 CE0521  ___________________________________________________________________
 CE0521* NAD 83(1993)-  31 55 02.57087(N)    106 15 18.42419(W)     ADJUSTED  
 CE0521* NAVD 88     -      1231.     (meters)    4039.     (feet)  SCALED    
 CE0521  ___________________________________________________________________
 CE0521  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 CE0521  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CE0521
 CE0521  HORZ ORDER  -  SECOND
 CE0521
 CE0521.The horizontal coordinates were established by classical geodetic methods
 CE0521.and adjusted by the National Geodetic Survey in February 1996..
 CE0521
 CE0521.The orthometric height was scaled from a topographic map.
 CE0521
 CE0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0521
 CE0521.The geoid height was determined by GEOID03.
 CE0521
 CE0521;                    North         East     Units Scale Factor Converg.
 CE0521;SPC TX C     - 3,264,419.576   140,190.061   MT  1.00000932   -3 03 00.2
 CE0521;SPC TX C     -10,710,016.56    459,940.23   sFT  1.00000932   -3 03 00.2
 CE0521;UTM  13      - 3,531,965.258   381,337.012   MT  0.99977366   -0 39 49.2
 CE0521
 CE0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0521!SPC TX C     -   0.99981055  x   1.00000932  =   0.99981987
 CE0521!UTM  13      -   0.99981055  x   0.99977366  =   0.99958426
 CE0521
 CE0521|---------------------------------------------------------------------|
 CE0521| PID    Reference Object                     Distance      Geod. Az  |
 CE0521|                                                           dddmmss.s |
 CE0521| CE0520 4037                                 18.345 METERS 05706     |
 CE0521| CC6915 MCELROY AZ MK                                      1100309.1 |
 CE0521| CD1088 EL PASO FORT WORTH AWY BCN 2        APPROX.27.1 KM 1123047.0 |
 CE0521| CE0468 EL PASO FORT WORTH AWY BCN 1        APPROX.14.1 KM 1391218.7 |
 CE0521| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX.21.3 KM 2163210.2 |
 CE0521| CE0549 EL PASO BIGGS FIELD WATER TANK      APPROX.15.6 KM 2320126.9 |
 CE0521| CE0519 RIO VALLEY HOG RANCH TALLER TK      APPROX.10.8 KM 2851115.2 |
 CE0521| CC6916 MCELROY RM 2                         20.982 METERS 32043     |
 CE0521|---------------------------------------------------------------------|
 CE0521
 CE0521                          SUPERSEDED SURVEY CONTROL
 CE0521
 CE0521  NAD 83(1993)-  31 55 02.57277(N)    106 15 18.42447(W) AD(       ) 2
 CE0521  NAD 83(1986)-  31 55 02.57447(N)    106 15 18.42263(W) AD(       ) 2
 CE0521  NAD 27      -  31 55 02.19200(N)    106 15 16.49000(W) AD(       ) 2
 CE0521
 CE0521.Superseded values are not recommended for survey control.
 CE0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0521.See file dsdata.txt to determine how the superseded data were derived.
 CE0521
 CE0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8133731965(NAD 83)
 CE0521_MARKER: DS = TRIANGULATION STATION DISK
 CE0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0521
 CE0521  HISTORY     - Date     Condition        Report By
 CE0521  HISTORY     - 1943     MONUMENTED       CGS
 CE0521  HISTORY     - 1955     GOOD             AMS
 CE0521  HISTORY     - 1962     GOOD             CGS
 CE0521
 CE0521                          STATION DESCRIPTION
 CE0521
 CE0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0521'LOCATED ABOUT 1.5 MILES N, 3.25 MILES W OF NATIONS EAST WELL,
 CE0521'ABOUT 1.75 MILES S, 4.0 MILES E OF WHAT USED TO BE KNOWN AS
 CE0521'MC ELROYS COW CAMP, AND ABOUT 10.0 MILES N, 12.25 MILES E,
 CE0521'OF THE CENTER OF EL PASO.
 CE0521'
 CE0521'STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH SQUARE
 CE0521'CONCRETE BLOCK PROJECTING 4 INCHES, SITUATED 55 FEET SW OF
 CE0521'THE ROAD.  DISK IS STAMPED MC ELROY 1943.
 CE0521'
 CE0521'REFERENCE MARK 1 IS 60.185 FEET NE OF THE STATION.  IT IS
 CE0521'A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 CE0521'SQUARE 6-INCH CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 CE0521'GROUND.  STAMPED 4037.
 CE0521'
 CE0521'REFERENCE MARK 2 IS 68.842 FEET NW OF THE STATION.  IT IS A
 CE0521'BRONZE DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 CE0521'PROJECTING 2 INCHES ABOVE THE GROUND.  STAMPED MC ELROY NO 2
 CE0521'1943.
 CE0521'
 CE0521'AZIMUTH MARK IS 0.7 MILE E OF STATION ALONG MAIN ROAD, 20
 CE0521'FEET S OF ROAD, 1-1/2 FEET S OF WHITE WITNESS POST.  IT IS A
 CE0521'BRONZE AZIMUTH DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CE0521'POST PROJECTING 4 INCHES ABOVE THE GROUND.  STAMPED MC ELROY
 CE0521'1943.
 CE0521'
 CE0521'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80, 54, AND 62,
 CE0521'NE OF THE BUSINESS DISTRICT OF EL PASO, GO N ON U.S. HIGHWAYS
 CE0521'54 AND 62 FOR 0.7 MILE TO JUNCTION OF U.S. HIGHWAYS 62 AND 54
 CE0521'AT THE MASONIC HOSPITAL.  CONTINUE ON HIGHWAY 54 FOR 0.1 MILE
 CE0521'TO WHERE THE HIGHWAY TURNS RIGHT.  TURN RIGHT (E) AND GO E
 CE0521'AND N ON HIGHWAY 54 FOR 14.7 MILES TO A DIRT ROAD LEADING E
 CE0521'AT SIGN MC ELROY COW CAMP WELL 3 MILES.  (THIS ROAD IS 3.75
 CE0521'MILES S OF THE NEWMAN POST OFFICE ON U.S. HIGHWAY 54).  TURN
 CE0521'RIGHT ON DIRT ROAD E AND GO 0.35 MILE TO RAILROAD.  CROSS
 CE0521'TRACKS AND CONTINUE E ON MAIN ROAD FOR 2.1 MILES TO FORKS
 CE0521'S OF CONCRETE BUILDINGS ON LEFT.  TAKE LEFT FORK AND
 CE0521'PROCEED ABOUT 50 YARDS TO ANOTHER FORK.  TAKE RIGHT FORK
 CE0521'AND PROCEED 1.3 MILES TO FORKS AT A 12-FOOT LEANING IRON
 CE0521'PIPE ON THE LEFT.  KEEP RIGHT AND CONTINUE ON MAIN TRAVELED
 CE0521'ROAD FOR 3.4 MILES TO STATION.
 CE0521'
 CE0521'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CE0521
 CE0521                          STATION RECOVERY (1955)
 CE0521
 CE0521'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0521'THE STATION, A STANDARD DISK, STAMPED MC ELROY 1943, WAS
 CE0521'RECOVERED AS DESCRIBED IN GOOD CONDITION.  STATION IS 14.3 FT.
 CE0521'N OF THE CENTER OF A SMALL BUSH, 12.7 FT. W-NW OF THE W END
 CE0521'OF THE N LINE OF SANDBAGS, 17.9 FT. NW OF THE W END OF THE
 CE0521'S LINE OF SANDBAGS, 38.7 FT. S-SW OF THE CENTER OF A LARGE
 CE0521'BUSH, AND 38.4 FT. SE OF THE CENTER OF A LARGE BUSH.
 CE0521'
 CE0521'REFERENCE MARK 2 IS IN GOOD CONDITION, BUT THE BENCH MARK
 CE0521'USED AS THE OTHER REFERENCE MARK IS DAMAGED.  AZIMUTH MARK
 CE0521'RECOVERED IN GOOD CONDITION.
 CE0521
 CE0521                          STATION RECOVERY (1962)
 CE0521
 CE0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 CE0521'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 CE0521'DESCRIBED BY A.M.S., 1955.
 CE0521'
 CE0521'BOTH OF THE REFERENCE MARKS AND THE BENCH MARK ARE LOOSE DUE
 CE0521'APPARENTLY TO WIND EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0403 ***********************************************************************
 BQ0403  DESIGNATION -  MCELROY
 BQ0403  PID         -  BQ0403
 BQ0403  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0403  USGS QUAD   -  BUCKHORN MOUNTAIN (1978)
 BQ0403
 BQ0403                         *CURRENT SURVEY CONTROL
 BQ0403  ___________________________________________________________________
 BQ0403* NAD 83(1993)-  30 54 33.28202(N)    104 03 48.23123(W)     ADJUSTED  
 BQ0403* NAVD 88     -      1990.6    (meters)    6531.     (feet)  VERTCON   
 BQ0403  ___________________________________________________________________
 BQ0403  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 BQ0403  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BQ0403
 BQ0403  HORZ ORDER  -  FIRST
 BQ0403
 BQ0403.The horizontal coordinates were established by classical geodetic methods
 BQ0403.and adjusted by the National Geodetic Survey in February 1996..
 BQ0403
 BQ0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0403
 BQ0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0403
 BQ0403.The geoid height was determined by GEOID03.
 BQ0403
 BQ0403;                    North         East     Units Scale Factor Converg.
 BQ0403;SPC TX C     - 3,143,722.831   343,534.553   MT  0.99988303   -1 55 16.3
 BQ0403;SPC TX C     -10,314,030.65  1,127,079.61   sFT  0.99988303   -1 55 16.3
 BQ0403;UTM  13      - 3,419,919.860   589,500.210   MT  0.99969881   +0 28 52.1
 BQ0403
 BQ0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0403!SPC TX C     -   0.99969092  x   0.99988303  =   0.99957398
 BQ0403!UTM  13      -   0.99969092  x   0.99969881  =   0.99938982
 BQ0403
 BQ0403:                Primary Azimuth Mark                     Grid Az
 BQ0403:SPC TX C     -  BALDY                                    201 08 20.9
 BQ0403:UTM  13      -  BALDY                                    198 44 12.5
 BQ0403
 BQ0403|---------------------------------------------------------------------|
 BQ0403| PID    Reference Object                     Distance      Geod. Az  |
 BQ0403|                                                           dddmmss.s |
 BQ0403| BQ0414 BALDY                               APPROX.32.1 KM 1991304.6 |
 BQ0403| CH8997 MCELROY RM 2                         22.712 METERS 28936     |
 BQ0403| CH8996 MCELROY RM 1                         12.335 METERS 34805     |
 BQ0403|---------------------------------------------------------------------|
 BQ0403
 BQ0403                          SUPERSEDED SURVEY CONTROL
 BQ0403
 BQ0403  NAD 83(1986)-  30 54 33.28059(N)    104 03 48.23060(W) AD(       ) 1
 BQ0403  NAD 27      -  30 54 32.76835(N)    104 03 46.54463(W) AD(       ) 1
 BQ0403  NGVD 29 (07/19/86) 1990.0    (m)         6529.     (f) VERT ANG       
 BQ0403
 BQ0403.Superseded values are not recommended for survey control.
 BQ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0403.See file dsdata.txt to determine how the superseded data were derived.
 BQ0403
 BQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ8950019920(NAD 83)
 BQ0403_MARKER: DS = TRIANGULATION STATION DISK
 BQ0403_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0403+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BQ0403
 BQ0403  HISTORY     - Date     Condition        Report By
 BQ0403  HISTORY     - 1977     MONUMENTED       NGS
 BQ0403  HISTORY     - 1986     GOOD
 BQ0403
 BQ0403                          STATION DESCRIPTION
 BQ0403
 BQ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0403'THE STATION IS LOCATED ABOUT 21 MILES WEST-SOUTHWEST OF
 BQ0403'BALMORHEA, 26 MILES NORTHWEST OF FORT DAVIS AND 34 MILES
 BQ0403'NORTHEAST OF VALENTINE.  IT IS ON PROPERTY OWNED BY
 BQ0403'W.B.(SONNY) MCELROY.  HIS PHONE NUMBER IN FORT DAVIS IS
 BQ0403'426-3828.
 BQ0403'
 BQ0403'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 290 AND
 BQ0403'STATE HIGHWAY 17, 4 MILES WEST OF BALMORHEA, GO WEST ON U.S.
 BQ0403'HIGHWAY 290 FOR 8.4 MILES TO A SIDE ROAD LEFT AND A SIGN
 BQ0403'(MCELROY RANCH).  TURN LEFT AND FOLLOW A GRAVEL ROAD
 BQ0403'SOUTHERLY FOR 5.5 MILES TO A FORK AND A SIGN (MCELROY-CHERRY
 BQ0403'CANYON RANCH).  BEAR RIGHT AND CONTINUE SOUTHERLY FOR 1.0 MILE
 BQ0403'TO A FORK.  BEAR RIGHT AND CONTINUE SOUTHERLY FOR 3.0 MILES TO
 BQ0403'A CATTLE GUARD, A BARN ON THE RIGHT AND A DIM TRACK ROAD ON
 BQ0403'THE LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.35 MILE
 BQ0403'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE MAIN
 BQ0403'TRAVELED ROAD FOR 1.45 MILES TO A GATE.  PASS THROUGH THE
 BQ0403'GATE AND CONTINUE ON MAIN TRAVELED ROAD FOR 1.7 MILES TO
 BQ0403'A BREAK IN A FENCE.  STAY ON MAIN TRAVELED ROAD FOR 0.15
 BQ0403'MILE TO A FORK, TAKE LEFT FORK DOWNHILL FOLLOWING MAIN
 BQ0403'TRAVELED ROAD FOR 0.35 MILE TO A FORK.  KEEP LEFT FOR 0.3
 BQ0403'MILE TO A FORK.  BEAR LEFT AND FOLLOW THE TRACK ROAD FOR 1.8
 BQ0403'MILES TO THE TOP OF THE RIDGE.  TURN LEFT ON MAIN
 BQ0403'TRAVELED ROAD AND FOLLOW A POWER LINE FOR 0.95 MILE TO THE TOP
 BQ0403'OF THE MOINTAIN AND THE STATION AS DESCRIBED.  (NOTE- A
 BQ0403'FOUR WHEEL DRIVE IS NEEDED.)
 BQ0403'
 BQ0403'THE STATION MARK, STAMPED---MCELROY 1977---, IS A STANDARD DISK
 BQ0403'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 BQ0403'12 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET SOUTHWEST OF
 BQ0403'THE SOUTHWEST CORNER OF A ROCK BUILDING, 35 FEET EAST OF A LONE
 BQ0403'PINE TREE AND 12 FEET NORTHWEST OF A POWER LINE POLE.
 BQ0403'
 BQ0403'REFERENCE MARK 1, STAMPED---MCELROY NO 1 1977---, IS A STANDARD
 BQ0403'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 BQ0403'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET
 BQ0403'WEST OF THE SOUTHWEST CORNER OF A ROCK BUILDING, 51 FEET
 BQ0403'NORTHEAST OF A POWER POLE AND 44 FEET NORTHEAST OF THE PINE
 BQ0403'TREE.
 BQ0403'
 BQ0403'REFERENCE MARK 2, STAMPED---MCELROY NO 2 1977---, IS A STANDARD
 BQ0403'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 BQ0403'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET
 BQ0403'NORTHEAST OF THE PINE TREE AND 16 FEET NORTH OF THE CENTER OF
 BQ0403'THE TRACK ROAD.
 BQ0403'
 BQ0403'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 BQ0403'
 BQ0403'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.6 METERS.
 BQ0403
 BQ0403                          STATION RECOVERY (1986)
 BQ0403
 BQ0403'RECOVERED 1986
 BQ0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0741 ***********************************************************************
 CC0741  DESIGNATION -  MCELROY
 CC0741  PID         -  CC0741
 CC0741  STATE/COUNTY-  TX/UPTON
 CC0741  USGS QUAD   -  MC ELROY RANCH (1971)
 CC0741
 CC0741                         *CURRENT SURVEY CONTROL
 CC0741  ___________________________________________________________________
 CC0741* NAD 83(1993)-  31 26 28.61082(N)    102 11 11.21992(W)     ADJUSTED  
 CC0741* NAVD 88     -       863.2    (meters)    2832.     (feet)  VERTCON   
 CC0741  ___________________________________________________________________
 CC0741  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CC0741  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CC0741
 CC0741  HORZ ORDER  -  SECOND
 CC0741
 CC0741.The horizontal coordinates were established by classical geodetic methods
 CC0741.and adjusted by the National Geodetic Survey in February 1996..
 CC0741
 CC0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0741
 CC0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0741
 CC0741.The geoid height was determined by GEOID03.
 CC0741
 CC0741;                    North         East     Units Scale Factor Converg.
 CC0741;SPC TX C     - 3,198,194.651   523,863.489   MT  0.99991111   -0 57 16.1
 CC0741;SPC TX C     -10,492,743.62  1,718,708.80   sFT  0.99991111   -0 57 16.1
 CC0741;UTM  13      - 3,481,935.044   767,403.057   MT  1.00048203   +1 28 06.6
 CC0741
 CC0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0741!SPC TX C     -   0.99986824  x   0.99991111  =   0.99977936
 CC0741!UTM  13      -   0.99986824  x   1.00048203  =   1.00035020
 CC0741
 CC0741|---------------------------------------------------------------------|
 CC0741| PID    Reference Object                     Distance      Geod. Az  |
 CC0741|                                                           dddmmss.s |
 CC0741| CH8990 MCELROY RM 1                         29.364 METERS 09546     |
 CC0741| CH8989 MCELROY AZ MK 2                                    16405     |
 CC0741| CH8991 MCELROY RM 2                         32.885 METERS 19326     |
 CC0741| CH8988 MCELROY AZ MK                                      1953540.4 |
 CC0741| CH8992 MCELROY RM 3                         24.082 METERS 35157     |
 CC0741|---------------------------------------------------------------------|
 CC0741
 CC0741                          SUPERSEDED SURVEY CONTROL
 CC0741
 CC0741  NAD 83(1986)-  31 26 28.61715(N)    102 11 11.20942(W) AD(       ) 2
 CC0741  NAD 27      -  31 26 28.11400(N)    102 11 09.70900(W) AD(       ) 2
 CC0741  NGVD 29 (07/19/86)  862.8    (m)         2831.     (f) VERT ANG       
 CC0741
 CC0741.Superseded values are not recommended for survey control.
 CC0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0741.See file dsdata.txt to determine how the superseded data were derived.
 CC0741
 CC0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ6740381935(NAD 83)
 CC0741_MARKER: DS = TRIANGULATION STATION DISK
 CC0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0741_STAMPING: MCELROY 1935
 CC0741_PROJECTION: FLUSH
 CC0741_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0741
 CC0741  HISTORY     - Date     Condition        Report By
 CC0741  HISTORY     - 1935     MONUMENTED       CGS
 CC0741  HISTORY     - 1938     GOOD             TXHD
 CC0741  HISTORY     - 1939     GOOD             TSI
 CC0741  HISTORY     - 1943     GOOD             LOCENG
 CC0741  HISTORY     - 1946     GOOD             LOCENG
 CC0741  HISTORY     - 1967     GOOD             CGS
 CC0741  HISTORY     - 1970     GOOD             NGS
 CC0741  HISTORY     - 19981114 GOOD             TXDOT
 CC0741  HISTORY     - 19990401 GOOD             TXDOT
 CC0741
 CC0741                          STATION DESCRIPTION
 CC0741
 CC0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0741'STATION IS 10 MILES AIRLINE ENE OF CRANE, ON THE PROPERTY OF
 CC0741'THE MC ELROY RANCH COMPANY.  IT IS ABOUT 1 MILE N OF A POWER
 CC0741'TRANSMISSION LINE, ABOUT 0.4 MILE NE OF TWIN WINDMILLS, ABOUT
 CC0741'25 YARDS E OF A N-S TRACK ROAD AND MARK PROJECTS 6 INCHES.
 CC0741'
 CC0741'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0741'BRONZE DISKS SET IN CONCRETE.
 CC0741'
 CC0741'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 8 INCHES.
 CC0741'
 CC0741'REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS 8 INCHES.
 CC0741'
 CC0741'AZIMUTH MARK IS SSW OF THE STATION, 30 FEET E OF A N-S TRACK
 CC0741'ROAD AND PROJECTS 8 INCHES.
 CC0741'
 CC0741'STATION IS REACHED FROM THE FORD AUTO COMPANY IN CRANE, BY
 CC0741'DRIVING E ON THE CRANE-RANKIN ROAD FOR 2.5 MILES TO A FORK.  TAKE
 CC0741'LEFT FORK ONTO THE MC ELROY RANCH ROAD AND GO 2.4 MILES TO A POWER
 CC0741'LINE.  LEAVE MAIN ROAD AND GO EASTERLY ON A TRACK ROAD THAT
 CC0741'FOLLOWS THE POWER LINE FOR 5.0 MILES TO A TRACK ROAD INTERSECTION.
 CC0741'LEAVE THE POWER LINE AND GO 0.7 MILE TO TWIN WINDMILLS.  PASS
 CC0741'ON EASTERLY SIDE OF THE WINDMILLS AND TAKE A DIM TRACK
 CC0741'ROAD NORTHEASTERLY 0.4 MILE TO STATION.
 CC0741'
 CC0741'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CC0741
 CC0741                          STATION RECOVERY (1938)
 CC0741
 CC0741'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0741'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CC0741'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CC0741
 CC0741                          STATION RECOVERY (1939)
 CC0741
 CC0741'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0741'MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0741
 CC0741                          STATION RECOVERY (1943)
 CC0741
 CC0741'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943 (LMW)
 CC0741'RECOVERED BY ROBERT H RAY INC
 CC0741'
 CC0741'DESCRIPTION FOR REACHING STATION IS SATISFACTORY.  STATION AND
 CC0741'REFERENCE MARKS FOUND IN GOOD CONDITION.  NO ATTEMPT MADE TO
 CC0741'RECOVER AZIMUTH MARK.
 CC0741
 CC0741                          STATION RECOVERY (1946)
 CC0741
 CC0741'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (ROE)
 CC0741'RECOVERED BY GENERAL GEOPHYSICAL CO
 CC0741'
 CC0741'MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0741
 CC0741                          STATION RECOVERY (1967)
 CC0741
 CC0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EEM)
 CC0741'STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK RECOVERED IN GOOD
 CC0741'CONDITION.
 CC0741'
 CC0741'REFERENCE MARK 2 HAS BEEN DESTROYED.
 CC0741'
 CC0741'THE ORIGINAL TO REACH IS INADEQUATE DUE TO CHANGES IN THE ROAD
 CC0741'NETWORK.
 CC0741'
 CC0741'NEW DESCRIPTION FOLLOWS--STATION LOCATED ABOUT 10 MILES
 CC0741'ENE OF CRANE, TEXAS AT THE HUNT OIL COMPANY WILLSHIRE PLANT, 85
 CC0741'FEET E OF THE CENTER LINE OF THE MAIN ROAD INTO THE PLANT AND
 CC0741'10 FEET W OF A TELEPHONE LINE.
 CC0741'
 CC0741'TO REACH STATION FROM JUNCTION OF U.S. HWY 385 AND STATE HWY 329
 CC0741'IN CRANE FOLLOW STATE HWY 329 ENE FOR 10.6 MILES TO THE ACCESS
 CC0741'ROAD LEADING TO THE HUNT OIL COMPANY-WILSHIRE PLANT, ABOUT 0.1
 CC0741'MILE W OF THE JUNCTION OF STATE HWY 329 AND RANCH ROAD 1492.
 CC0741'TURN LEFT AND FOLLOW GRAVEL ROAD N FOR 0.9 MILE TO STATION.
 CC0741'
 CC0741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES ENE
 CC0741'OF CRANE, TEXAS.
 CC0741
 CC0741                          STATION RECOVERY (1970)
 CC0741
 CC0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0741'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 CC0741'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 CC0741'DESTROYED, THE MONUMENT WAS PULLED OUT OF THE GROUND, THE DISK
 CC0741'WAS REMOVED AT THIS TIME.  THE AZIMUTH MARK WAS NOT VISIBLE
 CC0741'FROM THE STATION DUE TO HOUSES BUILT ON LINE.  A REFERENCE MARK
 CC0741'NO. 3, AND AZIMUTH MARK NO. 2 WERE SET.  POLARIS WAS OBSERVED.
 CC0741'
 CC0741'A NEW DESCRIPTION FOLLOWS--
 CC0741'
 CC0741'THE STATION IS LOCATED ABOUT 10 MILES EAST OF CRANE, AND 1 MILE
 CC0741'NORTH OF STATE HIGHWAY 349, ON THE EAST SIDE OF A GRADED ROAD AT
 CC0741'THE EL PASO NATURAL GAS COMPANY, WILSHIRE PLANT.  ON PROPERTY
 CC0741'KNOWN AS THE MC ELROY RANCH.
 CC0741'
 CC0741'THE STATION MARK IS A STANDARD DISK STAMPED MC ELROY 1935, SET IN
 CC0741'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS 111
 CC0741'FEET EAST OF THE EAST PLANT FENCE, 89 FEET EAST OF CENTER OF
 CC0741'GRADED ROAD, 156 FEET SOUTH OF A TELEPHONE POLE, AND 2.6 FEET
 CC0741'EAST OF A METAL WITNESS POST.
 CC0741'
 CC0741'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MC ELROY NO 1
 CC0741'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 CC0741'IT IS 183 FEET EAST OF THE CENTER OF THE ROAD.
 CC0741'
 CC0741'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MC ELROY 1935
 CC0741'NO 3 1970 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CC0741'IT IS 130 FEET EAST OF PLANT FENCE, 98 FEET EAST OF CENTER OF
 CC0741'ROAD, 78 FEET SOUTH OF A TELEPHONE POLE, AND 1.5 FEET SOUTHEAST
 CC0741'OF A METAL WITNESS POST.
 CC0741'
 CC0741'AZIMUTH MARK 1935 IS A STANDARD REFERENCE MARK DISK STAMPED
 CC0741'MC ELROY AZIMUTH 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH
 CC0741'PROJECTS 4-INCHES.  IT IS ABOUT 0.2 MILE NORTH OF STATE HIGHWAY
 CC0741'349, AND 0.2 MILE WEST OF THE GRADED ROAD NORTH TO THE STATION,
 CC0741'AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 CC0741'
 CC0741'AZIMUTH MARK NO. 2 IS A STANDARD DISK STAMPED MC ELROY 1935 NO
 CC0741'2 1970, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CC0741'IT IS 132 FEET SOUTH OF CENTER OF DIRT ROAD LEADING EAST, 105
 CC0741'FEET EAST OF THE CENTER OF GRADED ROAD LEADING TO THE STATION, 5
 CC0741'FEET NORTHWEST OF A TELEPHONE POLE, AND 1.8 FEET EAST OF A
 CC0741'WITNESS POST.
 CC0741'
 CC0741'TO REACH THE STATION FROM THE CRANE COUNTY COURTHOUSE IN CRANE,
 CC0741'GO EAST ON STATE HIGHWAY 349 FOR 10.5 MILES TO THE ENTRANCE TO THE
 CC0741'EL PASO GAS PLANT ON THE LEFT, JUST BEFORE REACHING THE JUNCTION
 CC0741'WITH FARM ROAD 1492 ON THE LEFT, TURN LEFT THRU ENTRANCE AND GO
 CC0741'NORTH 0.15 MILE TO THE AZIMUTH MARK NO. 2 ON THE RIGHT, AND THE
 CC0741'AZIMUTH MARK 1935 IN THE PASTURE ON THE LEFT, CONTINUE STRAIGHT
 CC0741'AHEAD NORTH ON THE GRADED ROAD FOR 0.7 MILE TO THE STATION ON
 CC0741'THE RIGHT.
 CC0741'
 CC0741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES E
 CC0741'OF CRANE
 CC0741
 CC0741                          STATION RECOVERY (1998)
 CC0741
 CC0741'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CC0741'STATION, RM 1, RM 3 RECOVERED - OTHER MARKS NOT SEARCHED FOR.
 CC0741
 CC0741                          STATION RECOVERY (1999)
 CC0741
 CC0741'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 CC0741'STATION, RM 1, RM 3, AND AZ MK 2 1970 RECOVERED, STATE HIGHWAY NUMBER
 CC0741'IS 329, SIGNED 329 ON THE GROUND AND LABELED 329 ON TX DOTS STATE
 CC0741'HIGHWAY MAP AND TX DOTS COUNTY MAPS.  ORIGINAL AZ MK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0935 ***********************************************************************
 DO0935  DESIGNATION -  MCFADDEN
 DO0935  PID         -  DO0935
 DO0935  STATE/COUNTY-  TX/KNOX
 DO0935  USGS QUAD   -  CEDAR MOUNTAIN (1981)
 DO0935
 DO0935                         *CURRENT SURVEY CONTROL
 DO0935  ___________________________________________________________________
 DO0935* NAD 83(1993)-  33 35 24.03808(N)    099 52 58.90644(W)     ADJUSTED  
 DO0935* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 DO0935  ___________________________________________________________________
 DO0935  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DO0935  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DO0935
 DO0935  HORZ ORDER  -  FIRST
 DO0935
 DO0935.The horizontal coordinates were established by classical geodetic methods
 DO0935.and adjusted by the National Geodetic Survey in February 1996..
 DO0935
 DO0935.The orthometric height was scaled from a topographic map.
 DO0935
 DO0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0935
 DO0935.The geoid height was determined by GEOID03.
 DO0935
 DO0935;                    North         East     Units Scale Factor Converg.
 DO0935;SPC TXNC     - 2,214,128.336   471,632.949   MT  0.99991665   -0 45 15.5
 DO0935;SPC TXNC     - 7,264,186.05  1,547,349.10   sFT  0.99991665   -0 45 15.5
 DO0935;UTM  14      - 3,717,048.012   418,063.189   MT  0.99968277   -0 29 18.8
 DO0935
 DO0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0935!SPC TXNC     -   0.99992482  x   0.99991665  =   0.99984147
 DO0935!UTM  14      -   0.99992482  x   0.99968277  =   0.99960761
 DO0935
 DO0935:                Primary Azimuth Mark                     Grid Az
 DO0935:SPC TXNC     -  BENJAMIN MUNICIPAL TANK                  096 43 20.4
 DO0935:UTM  14      -  BENJAMIN MUNICIPAL TANK                  096 27 23.7
 DO0935
 DO0935|---------------------------------------------------------------------|
 DO0935| PID    Reference Object                     Distance      Geod. Az  |
 DO0935|                                                           dddmmss.s |
 DO0935| DO0929 BENJAMIN MUNICIPAL TANK             APPROX. 8.2 KM 0955804.9 |
 DO0935| CX7737 MCFADDEN RM 1                        20.396 METERS 12829     |
 DO0935| CX7736 MCFADDEN AZ MK 2                                   1312651.5 |
 DO0935| CX7739 MCFADDEN RM 3                                      1312627.0 |
 DO0935| CX7735 MCFADDEN AZ MK                                     1314432.0 |
 DO0935| CX7738 MCFADDEN RM 2                        34.394 METERS 22139     |
 DO0935|---------------------------------------------------------------------|
 DO0935
 DO0935                          SUPERSEDED SURVEY CONTROL
 DO0935
 DO0935  NAD 83(1993)-  33 35 24.03989(N)    099 52 58.90712(W) AD(       ) 1
 DO0935  NAD 83(1986)-  33 35 24.04473(N)    099 52 58.89814(W) AD(       ) 1
 DO0935  NAD 27      -  33 35 23.72100(N)    099 52 57.56400(W) AD(       ) 1
 DO0935
 DO0935.Superseded values are not recommended for survey control.
 DO0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0935.See file dsdata.txt to determine how the superseded data were derived.
 DO0935
 DO0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC1806317048(NAD 83)
 DO0935_MARKER: DS = TRIANGULATION STATION DISK
 DO0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0935
 DO0935  HISTORY     - Date     Condition        Report By
 DO0935  HISTORY     - 1935     MONUMENTED       CGS
 DO0935  HISTORY     - 1938     GOOD             TXHD
 DO0935  HISTORY     - 1958     GOOD             CGS
 DO0935  HISTORY     - 1974     GOOD             NGS
 DO0935
 DO0935                          STATION DESCRIPTION
 DO0935
 DO0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0935'STATION IS 5 MILES W OF BENJAMIN, 12-1/4 MILES SSW OF TRUSCOTT,
 DO0935'AND 1/2 MILE N OF STATE HIGHWAY 24, IN PASTURE LAND OWNED
 DO0935'BY W.P.H. MC FADDEN.  MARK PROJECTS 6 INCHES ABOVE THE GROUND.
 DO0935'
 DO0935'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0935'BRONZE DISKS SET IN CONCRETE.
 DO0935'
 DO0935'REFERENCE MARK NO. 1 IS SE OF STATION AND REFERENCE MARK
 DO0935'NO. 2 IS SW OF STATION.  MARKS PROJECT 6 INCHES ABOVE THE
 DO0935'GROUND.
 DO0935'
 DO0935'AZIMUTH MARK IS 0.7 MILE SE OF STATION, 50 FEET N OF CENTER
 DO0935'LINE OF ROAD IN FENCE LINE.  MARK PROJECTS 8 INCHES.  TO
 DO0935'REACH FROM STATION, GO BACK TO EASTERLY GATE, TURN LEFT AND
 DO0935'GO 0.45 MILE E ON STATE HIGHWAY 24 TO MARK IN FENCE LINE ON
 DO0935'LEFT.
 DO0935'
 DO0935'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16
 DO0935'AND 24 IN BENJAMIN, GO W ON STATE HIGHWAY 24 FOR 5.05 MILES
 DO0935'AND TURN RIGHT THROUGH THE EASTERLY OF TWO WIRE GATES AT THE
 DO0935'SE CORNER OF A CULTIVATED FIELD, GO 0.4 MILE N ON PASTURE
 DO0935'ROAD AND PASS THROUGH A GATE AT FENCE CORNER AT LEFT, TAKE
 DO0935'RIGHT FORK FOR 0.1 MILE, THEN LEFT AND GO 0.05 MILE NW ACROSS
 DO0935'PASTURE TO STATION.
 DO0935'
 DO0935'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 40.913 METERS
 DO0935'(134.23 FEET) DISTANT FROM STATION.
 DO0935'
 DO0935'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 DO0935
 DO0935                          STATION RECOVERY (1938)
 DO0935
 DO0935'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DO0935'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 DO0935'IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 DO0935'MARK.
 DO0935
 DO0935                          STATION RECOVERY (1958)
 DO0935
 DO0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DO0935'STATION RECOVERED AS DESCRIBED AND STATION MARK AND REFERENCE
 DO0935'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 DO0935'HIT BY ROAD MACHINERY AND WAS TILTED TO ABOUT A 45 DEGREE
 DO0935'ANGLE.  THE AZIMUTH MARK WAS MOVED ABOUT 18 FEET NORTHEAST
 DO0935'OF ITS ORIGINAL POSITION.  IT IS 1 FOOT SOUTH OF THE NORTH
 DO0935'RIGHT OF WAY FENCE AND 60 FEET NORTH OF THE CENTER LINE OF
 DO0935'U.S. HIGHWAY 82.  MARK PROJECTS ABOUT 10 INCHES AND DISK IS
 DO0935'STAMPED MC FADDEN RESET 1935-58.
 DO0935'
 DO0935'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM BENJAMIN
 DO0935'IS CORRECT EXCEPT THE HIGHWAY IS NOW DESGINATED AS U.S. HIGHWAY
 DO0935'82 INSTEAD OF STATE HIGHWAY 24.
 DO0935
 DO0935                          STATION RECOVERY (1974)
 DO0935
 DO0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0935'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DO0935'CONDITION.  THE AZIMUTH MARK WAS FOUND TILTED AND REFERENCE
 DO0935'MARK 3 WAS ESTABLISHED AT THIS TIME.  A DIFFERENCE OF 0.014
 DO0935'METER LONGER IN DISTANCE AND 1 MINUTE 35.7 MINUTES LARGER
 DO0935'IN DIRECTION TO REFERENCE MARK 1, 0.040 METER LONGER IN
 DO0935'DISTANCE TO REFERENCE MARK 2, THE DIRECTION CHECKED FAVORABLY
 DO0935'WITH THE 1935 OBSERVATIONS.  THE DISTANCE BETWEEN REFERENCE
 DO0935'MARKS 1 AND 2 WAS 0.031 METER LONGER AND WAS VERIFIED.  THERE
 DO0935'WAS NO EVIDENCE OF MOVEMENT OF THE REFERENCE MARKS.
 DO0935'
 DO0935'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTHWEST OF KNOX
 DO0935'CITY, 12 MILES SOUTHWEST OF TRUSCOTT, 5 MILES WEST OF BENJAMIN,
 DO0935'AND 1/2 MILE NORTH OF U.S. HIGHWAY 82 ON PASTURE LAND OWNED
 DO0935'BY MC FADDIN RANCH.
 DO0935'
 DO0935'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DO0935'STATE HIGHWAY 283 AT THE NORTHEAST CORNER OF THE COURT HOUSE
 DO0935'SQUARE IN BENJAMIN, GO WEST ON U.S. HIGHWAY 82 FOR 2.5 MILES
 DO0935'TO AN ANGLE ROAD LEFT AND SIGN MC FADDIN RANCHES HEADQUARTERS
 DO0935'3-1/2 MILES.  CONTINUE AHEAD ON U.S. HIGHWAY 82 FOR 2.05 MILES
 DO0935'TO THE REFERENCE MARK 3 ON THE RIGHT.  CONTINUE AHEAD FOR
 DO0935'0.4 MILE TO A LOCKED BOARD GATE ON THE RIGHT,** CONTINUE
 DO0935'AHEAD ON U.S. HIGHWAY 82 FOR 1.5 MILES TO TWO GATES ON THE
 DO0935'RIGHT.  (ONE PIPE AND ONE WIRE).  TURN RIGHT AND PASS THROUGH
 DO0935'GATE, GO NORTH ON BLADED ROAD FOR 0.35 MILE TO A TRACK ROAD RIGHT.
 DO0935'TURN RIGHT AND GO NORTHEASTERLY ON TRACK ROAD FOR 0.35 MILE TO
 DO0935'A STOCK FEEDER.  BEAR RIGHT AND GO EASTERLY ON A DIM TRACK
 DO0935'ROAD THAT BECOMES MORE PROMINENT AS YOU GO FOR 1.25 MILES
 DO0935'TO THE STATION IN THE MIDDLE OF A FORK.  **STATION CAN BE
 DO0935'REACHED FROM LOCKED BOARD GATE BY GOING NORTHERLY ON BLADED
 DO0935'ROAD FOR 0.4 MILE TO A WIRE GATE ON THE LEFT JUST AFTER
 DO0935'CROSSING A SMALL DRAW.  TURN LEFT, PASS THROUGH GATE AND
 DO0935'GO NORTHERLY ON BLADED ROAD FOR 0.1 MILE TO TOP OF RISE AND
 DO0935'THE STATION.
 DO0935'
 DO0935'THE STATION MARK IS A STANDARD DISK STAMPED MC FADDEN 1935,
 DO0935'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DO0935'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 74 FEET
 DO0935'NORTH OF A TRACK ROAD AND 55 FEET SOUTHEAST OF A TRACK ROAD.
 DO0935'
 DO0935'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MC FADDEN NO 1
 DO0935'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DO0935'THAT PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 47
 DO0935'FEET NORTH OF A TRACK ROAD.
 DO0935'
 DO0935'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MC FADDEN NO 2
 DO0935'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DO0935'THAT PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 26
 DO0935'FEET SOUTHEAST OF THE JUNCTION OF TWO TRACK ROADS.
 DO0935'
 DO0935'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MC FADDEN 1935
 DO0935'NO 3 1974, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 DO0935'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 67 FEET NORTH
 DO0935'OF THE CENTERLINE OF U.S. HIGHWAY 82, 2 FEET WEST OF A METAL
 DO0935'WITNESS POST WITH A SIGN ATTACHED, AND 1 FOOT SOUTH OF A
 DO0935'FENCE.
 DO0935'
 DO0935'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DO0935'
 DO0935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DO0935'WEST OF BENJAMIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1374 ***********************************************************************
 DN1374  DESIGNATION -  MCFALL
 DN1374  PID         -  DN1374
 DN1374  STATE/COUNTY-  TX/MONTAGUE
 DN1374  USGS QUAD   -  SELMA (1978)
 DN1374
 DN1374                         *CURRENT SURVEY CONTROL
 DN1374  ___________________________________________________________________
 DN1374* NAD 83(1993)-  33 27 11.31355(N)    097 55 59.72554(W)     ADJUSTED  
 DN1374* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 DN1374  ___________________________________________________________________
 DN1374  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DN1374  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DN1374
 DN1374  HORZ ORDER  -  SECOND
 DN1374
 DN1374.The horizontal coordinates were established by classical geodetic methods
 DN1374.and adjusted by the National Geodetic Survey in February 1996..
 DN1374
 DN1374.The orthometric height was scaled from a topographic map.
 DN1374
 DN1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1374
 DN1374.The geoid height was determined by GEOID03.
 DN1374
 DN1374;                    North         East     Units Scale Factor Converg.
 DN1374;SPC TXNC     - 2,198,246.348   652,685.871   MT  0.99989710   +0 18 32.8
 DN1374;SPC TXNC     - 7,212,079.89  2,141,353.56   sFT  0.99989710   +0 18 32.8
 DN1374;UTM  14      - 3,702,033.004   599,140.431   MT  0.99972118   +0 35 17.1
 DN1374
 DN1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1374!SPC TXNC     -   0.99994837  x   0.99989710  =   0.99984548
 DN1374!UTM  14      -   0.99994837  x   0.99972118  =   0.99966957
 DN1374
 DN1374|---------------------------------------------------------------------|
 DN1374| PID    Reference Object                     Distance      Geod. Az  |
 DN1374|                                                           dddmmss.s |
 DN1374| CY1615 MCFALL RM 1                          24.242 METERS 00222     |
 DN1374| DN1405 BOWIE J GRACE DRILLING CO MAST      APPROX.14.0 KM 0214449.2 |
 DN1374| DN1399 BOWIE SER PLINE CO RAD MAST         APPROX.13.7 KM 0253158.9 |
 DN1374| DN1395 BOWIE MICROWAVE MAST                APPROX.15.0 KM 0285948.3 |
 DN1374| DN1400 BOWIE MUNICIPAL TANK                APPROX.14.7 KM 0310807.6 |
 DN1374| DN1402 BOWIE BRAZOS ELEC PWR CO MAST       APPROX.18.2 KM 0431210.5 |
 DN1374| DN1372 CHICO MUNICIPAL TANK                APPROX.21.6 KM 1420417.6 |
 DN1374| CY1616 MCFALL RM 2                          27.512 METERS 21045     |
 DN1374| CY1614 MCFALL AZ MK                                       3504801.6 |
 DN1374|---------------------------------------------------------------------|
 DN1374
 DN1374                          SUPERSEDED SURVEY CONTROL
 DN1374
 DN1374  NAD 83(1993)-  33 27 11.31559(N)    097 55 59.72250(W) AD(       ) 2
 DN1374  NAD 83(1986)-  33 27 11.31716(N)    097 55 59.71176(W) AD(       ) 2
 DN1374  NAD 27      -  33 27 10.92850(N)    097 55 58.57600(W) AD(       ) 2
 DN1374
 DN1374.Superseded values are not recommended for survey control.
 DN1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1374.See file dsdata.txt to determine how the superseded data were derived.
 DN1374
 DN1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9914002033(NAD 83)
 DN1374_MARKER: DS = TRIANGULATION STATION DISK
 DN1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1374
 DN1374  HISTORY     - Date     Condition        Report By
 DN1374  HISTORY     - 1956     MONUMENTED       CGS
 DN1374  HISTORY     - 1960     GOOD             CGS
 DN1374  HISTORY     - 1961     GOOD             USGS
 DN1374
 DN1374                          STATION DESCRIPTION
 DN1374
 DN1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1374'THE STATION IS LOCATED ON A HIGH WOODED RIDGE ABOUT 8 MILES
 DN1374'SOUTH OF BOWIE AND 9 MILES WEST OF SUNSET ON PROPERTY OWNED
 DN1374'BY MR. JULIAN A. MC FALL OF 1612 TILDON STREET, WICHITA FALLS,
 DN1374'TEXAS.  IT IS ABOUT 0.2 MILE SOUTH OF THE C. AND H. GAS PLANT,
 DN1374'86 FEET NORTH-NORTHEAST OF THE CENTER OF A STOCK GUARD, 30
 DN1374'FEET EAST OF THE CENTER OF A TRACK ROAD AND JUST WEST OF
 DN1374'THE EDGE OF THE OAK TIMBER.  IT IS SET FLUSH WITH THE SURFACE
 DN1374'OF THE GROUND AND THE DISK IS STAMPED MC FALL 1956.
 DN1374'
 DN1374'REFERENCE MARK NO. 1 IS 36 FEET EAST OF THE CENTER OF A TRACK
 DN1374'ROAD AND JUST WEST OF THE EDGE OF THE OAK TIMBER.  IT IS
 DN1374'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 DN1374'STAMPED MC FALL NO 1 1956.
 DN1374'
 DN1374'REFERENCE MARK NO. 2 IS 13 FEET WEST OF THE CENTER OF A STOCK
 DN1374'GUARD AND 1 FOOT NORTH OF A FENCE.  IT PROJECTS 3 INCHES
 DN1374'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 DN1374'MC FALL NO 2 1956.
 DN1374'
 DN1374'THE AZIMUTH MARK IS NEAR THE NORTHEAST CORNER OF THE C. AND
 DN1374'H. GAS COMPANY PLANT, ABOUT 30 YARDS NORTH OF A LARGE WATER
 DN1374'COOLER AND IN THE FOOTING OF A LARGE, HORIZONTAL, GAS STORAGE
 DN1374'TANK.  IT IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE
 DN1374'IN THE SOUTH END OF THE EAST FOOTING OF THE GAS TANK WHICH
 DN1374'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 DN1374'IT IS SET FLUSH WITH THE TOP OF THE FOOTING AND THE DISK IS
 DN1374'STAMPED MC FALL 1956.
 DN1374'
 DN1374'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 DN1374'81, U.S. HIGHWAY NO. 287 AND STATE ROUTE NO. 59 JUST NORTH
 DN1374'OF THE POST OFFICE IN BOWIE, GO SOUTHEAST ON U.S. HIGHWAY
 DN1374'NO. 81 AND U.S. HIGHWAY NO. 287 TOWARD SUNSET FOR 0.3 MILE
 DN1374'TO MILLS STREET.  HERE TURN RIGHT ON MILLS STREET AND GO
 DN1374'SOUTH UNDER A RAILROAD OVER-PASS FOR 0.1 MILE TO WHERE TEXAS
 DN1374'FARM ROAD NO. 2094 TURNS LEFT AND A GRAVELED ROAD CONTINUES
 DN1374'STRAIGHT AHEAD.  TAKE THIS GRAVELED ROAD SOUTHWEST AND SOUTH,
 DN1374'FOR 3.0 MILES TO AN OFF-SET CROSSROAD AND THE REMAINS OF AN
 DN1374'OLD BUILDING ON THE LEFT.  CONTINUE AHEAD SOUTH AND
 DN1374'SOUTHEASTERLY ON THE MAIN TRAVELED ROAD FOR 3.3 MILES TO THE
 DN1374'SELMA CEMETERY ON THE RIGHT, CONTINUE FOR 0.1 MILE TO A
 DN1374'STEEL BRIDGE ACROSS BIG SANDY CREEK.  CONTINUE AHEAD
 DN1374'SOUTHEASTERLY FOR 0.8 MILE TO A T ROAD LEFT, KEEP RIGHT
 DN1374'AND GO SOUTHWESTERLY ON A WINDING ROAD FOR 2.3 MILES TO A
 DN1374'GATE ON THE LEFT AND A STOCK GUARD AND GRADED ROAD ON THE
 DN1374'RIGHT.  HERE TURN RIGHT ACROSS THIS STOCK GUARD AND TAKE
 DN1374'THIS GRADED ROAD FOR 0.4 MILE TO A STOCK GUARD, CONTINUE ON
 DN1374'THIS WINDING GRADED ROAD FOR 1.2 MILES TO THE TOP OF THE
 DN1374'HILL AND THE C. AND H. GAS COMPANY PLANT AND THE AZIMUTH
 DN1374'ON THE RIGHT AS DESCRIBED.  TURN LEFT AND GO SOUTHERLY ON A
 DN1374'TRACK ROAD FOR 0.2 MILE TO A POINT JUST BEFORE COMING TO A
 DN1374'STOCK GUARD AND THE STATION ON THE LEFT AS DESCRIBED.
 DN1374'
 DN1374'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DN1374
 DN1374                          STATION RECOVERY (1960)
 DN1374
 DN1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1374'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO
 DN1374'REACH FROM BOWIE, GO SOUTH ON F.M. 2094 FOR 9.4 MILES TO END
 DN1374'OF F.M.  CONTINUE ON DIRT ROAD SOUTHWEST 2 MILES TO DIRT
 DN1374'ROAD AND CATTLE GUARD WHICH IS LOCKED.  KEY TO LOCK ON CATTLE
 DN1374'GUARD MAY BE OBTAINED FROM S.H. MC DONALD WHO LIVES FARTHER
 DN1374'DOWN F.M. EXTENSION ON RIGHT OF ROAD.
 DN1374
 DN1374                          STATION RECOVERY (1961)
 DN1374
 DN1374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DN1374'STATION HAS BEEN RECOVERED IN GOOD CONDITION.
 DN1374'
 DN1374'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE GO SW
 DN1374'ON STATE HIGHWAY 59, 11 MILES TO NEWPORT, THENCE TURN LEFT
 DN1374'AND FOLLOW MAIN GRADED ROAD EAST FOR 3.3 MILES TO JUNCTION
 DN1374'OF GRADED ROAD RUNNING NORTH AND SOUTH.  THENCE TURN LEFT
 DN1374'AND GO NORTH FOR 0.9 MILES TO OIL FIELD ROAD LEADING EAST.
 DN1374'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD GENERALLY SE 1.5
 DN1374'MILES TO TRACK ROAD SOUTH.  TURN RIGHT AND FOLLOW WINDING
 DN1374'TRACK ROAD GENERALLY SOUTH 1.2 MILES TO ABND GAS PLANT, TURN
 DN1374'RIGHT AND FOLLOW TRACK ROAD 0.2 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1055 ***********************************************************************
 GK1055  DESIGNATION -  MCGARRAUGH
 GK1055  PID         -  GK1055
 GK1055  STATE/COUNTY-  TX/OCHILTREE
 GK1055  USGS QUAD   -  SOURDOUGH CREEK SW (1973)
 GK1055
 GK1055                         *CURRENT SURVEY CONTROL
 GK1055  ___________________________________________________________________
 GK1055* NAD 83(1993)-  36 03 45.59695(N)    100 55 07.16113(W)     ADJUSTED  
 GK1055* NAVD 88     -       922.     (meters)    3025.     (feet)  SCALED    
 GK1055  ___________________________________________________________________
 GK1055  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 GK1055  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GK1055
 GK1055  HORZ ORDER  -  FIRST
 GK1055
 GK1055.The horizontal coordinates were established by classical geodetic methods
 GK1055.and adjusted by the National Geodetic Survey in February 1996..
 GK1055
 GK1055.The orthometric height was scaled from a topographic map.
 GK1055
 GK1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1055
 GK1055.The geoid height was determined by GEOID03.
 GK1055
 GK1055;                    North         East     Units Scale Factor Converg.
 GK1055;SPC TX N     - 1,228,985.607   252,372.971   MT  0.99997408   +0 20 12.9
 GK1055;SPC TX N     - 4,032,096.95    827,993.66   sFT  0.99997408   +0 20 12.9
 GK1055;UTM  14      - 3,992,602.563   327,203.019   MT  0.99996792   -1 07 47.0
 GK1055
 GK1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1055!SPC TX N     -   0.99985955  x   0.99997408  =   0.99983363
 GK1055!UTM  14      -   0.99985955  x   0.99996792  =   0.99982747
 GK1055
 GK1055|---------------------------------------------------------------------|
 GK1055| PID    Reference Object                     Distance      Geod. Az  |
 GK1055|                                                           dddmmss.s |
 GK1055| CK9390 MCGARRAUGH RM 1                      25.170 METERS 20858     |
 GK1055| CK9391 MCGARRAUGH RM 2                      17.567 METERS 30934     |
 GK1055| CK9389 MCGARRAUGH AZ MK                                   3590731.7 |
 GK1055|---------------------------------------------------------------------|
 GK1055
 GK1055                          SUPERSEDED SURVEY CONTROL
 GK1055
 GK1055  NAD 83(1993)-  36 03 45.59724(N)    100 55 07.16118(W) AD(       ) 1
 GK1055  NAD 83(1986)-  36 03 45.60385(N)    100 55 07.14869(W) AD(       ) 1
 GK1055  NAD 27      -  36 03 45.47000(N)    100 55 05.60800(W) AD(       ) 1
 GK1055
 GK1055.Superseded values are not recommended for survey control.
 GK1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1055.See file dsdata.txt to determine how the superseded data were derived.
 GK1055
 GK1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2720392603(NAD 83)
 GK1055_MARKER: DS = TRIANGULATION STATION DISK
 GK1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1055
 GK1055  HISTORY     - Date     Condition        Report By
 GK1055  HISTORY     - 1952     MONUMENTED       CGS
 GK1055
 GK1055                          STATION DESCRIPTION
 GK1055
 GK1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK1055'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF BULER.  6.5
 GK1055'MILES MILES NORTH OF THE CANADIAN RIVER AND 0.75 MILE SOUTH
 GK1055'OF THE C.N. MC GARRAUGH RANCH BUILDINGS.
 GK1055'
 GK1055'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60
 GK1055'AND 83, WHICH IS 2.2 MILES NORTHEAST OF CANADIAN.  GO NORTHWEST
 GK1055'ON U.S. HIGHWAY 83 FOR 17.0 MILES TO A CROSSROAD AT THE TOP
 GK1055'OF A HILL AND RANCH BUILDINGS ON BOTH SIDES OF THE HIGHWAY.
 GK1055'TURN LEFT AND FOLLOW THE GRADED ROAD FOR 14.0 MILES TO A STOP
 GK1055'SIGN AT STATE HIGHWAY 70.  CONTINUE WEST ACROSS STATE HIGHWAY
 GK1055'70 AND GO 5.0 MILES TO A STEEL ARCH OVER A CATTLE GUARD ON THE
 GK1055'LEFT AT THE ENTRANCE TO THE C.N. MC GARRAUGH RANCH.  TURN
 GK1055'LEFT THROUGH THE CATTLE GUARD AND GO 1.8 MILES TO THE RANCH
 GK1055'BUILDINGS.  CONTINUE STRAIGHT AHEAD, SOUTH, PAST THE HOUSE
 GK1055'AND THROUGH A CATTLE GUARD INTO A SMALL CORRAL ABOUT 50 YARDS
 GK1055'SOUTH OF THE HOUSE.  BEAR RIGHT INTO THE SOUTHWEST
 GK1055'CORNER OF THE CORRAL AND TO A BOARD GATE IN THE EAST-WEST
 GK1055'FENCE AND THE AZIMUTH MARK, 18 FEET EAST OF THE CENTER
 GK1055'OF THE GATE AND 1.5 FEET SOUTH OF THE FENCE.  PASS
 GK1055'THROUGH THE GATE AND FOLLOW THE TRACK ROAD SOUTH AND
 GK1055'SOUTHEAST FOR 0.8 MILE TO A Y-FORK AND THE STATION, 25
 GK1055'YARDS SOUTH OF THE Y-FORK.
 GK1055'
 GK1055'THE STATION MARK, STAMPED MC GARRAUGH 1952, IS A BRONZE DISK
 GK1055'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 GK1055'15 FEET WEST OF A TRACK ROAD.  12 FEET EAST OF A TRACK ROAD.
 GK1055'AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.
 GK1055'
 GK1055'REFERENCE MARK NO. 1, STAMPED MC GARRAUGH NO 1 1952, IS A
 GK1055'BRONZE DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4
 GK1055'INCHES AND IS 1.5 FEET SOUTHWEST OF A WHITE WITNESS POST.
 GK1055'
 GK1055'REFERENCE MARK NO. 2, STAMPED MC GARRAUGH NO 2 1952, IS A
 GK1055'BRONZE DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 6
 GK1055'INCHES AND IS 1.5 FEET SOUTHWEST OF A WHITE WITNESS POST.
 GK1055'
 GK1055'THE AZIMUTH MARK, STAMPED MC GARRAUGH 1952, IS A BRONZE DISK
 GK1055'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 GK1055'100 YARDS SOUTH OF THE RANCH HOUSE AND 5 FEET EAST OF A WHITE
 GK1055'WITNESS POST.
 GK1055'
 GK1055'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1548 ***********************************************************************
 AH1548  DESIGNATION -  MCGILL
 AH1548  PID         -  AH1548
 AH1548  STATE/COUNTY-  TX/KLEBERG
 AH1548  USGS QUAD   -  RIVIERA (1979)
 AH1548
 AH1548                         *CURRENT SURVEY CONTROL
 AH1548  ___________________________________________________________________
 AH1548* NAD 83(1993)-  27 15 26.73403(N)    097 52 30.99751(W)     ADJUSTED  
 AH1548* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 AH1548  ___________________________________________________________________
 AH1548  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AH1548  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH1548
 AH1548  HORZ ORDER  -  THIRD
 AH1548
 AH1548.The horizontal coordinates were established by classical geodetic methods
 AH1548.and adjusted by the National Geodetic Survey in February 1996..
 AH1548
 AH1548.The orthometric height was scaled from a topographic map.
 AH1548
 AH1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1548
 AH1548.The geoid height was determined by GEOID03.
 AH1548
 AH1548;                    North         East     Units Scale Factor Converg.
 AH1548;SPC TX S     - 5,176,396.361   361,858.840   MT  0.99990476   +0 17 01.1
 AH1548;SPC TX S     -16,982,893.73  1,187,198.54   sFT  0.99990476   +0 17 01.1
 AH1548;UTM  14      - 3,015,448.605   611,338.554   MT  0.99975302   +0 30 54.6
 AH1548
 AH1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1548!SPC TX S     -   1.00000167  x   0.99990476  =   0.99990643
 AH1548!UTM  14      -   1.00000167  x   0.99975302  =   0.99975469
 AH1548
 AH1548|---------------------------------------------------------------------|
 AH1548| PID    Reference Object                     Distance      Geod. Az  |
 AH1548|                                                           dddmmss.s |
 AH1548| CV2654 MCGILL RM 1                          18.451 METERS 09823     |
 AH1548| CV2653 MCGILL AZ MK                                       2765838.5 |
 AH1548| CV2655 MCGILL RM 2                          18.601 METERS 35024     |
 AH1548|---------------------------------------------------------------------|
 AH1548
 AH1548                          SUPERSEDED SURVEY CONTROL
 AH1548
 AH1548  NAD 83(1986)-  27 15 26.74761(N)    097 52 30.97197(W) AD(       ) 3
 AH1548  NAD 27      -  27 15 25.58950(N)    097 52 29.97800(W) AD(       ) 3
 AH1548
 AH1548.Superseded values are not recommended for survey control.
 AH1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1548.See file dsdata.txt to determine how the superseded data were derived.
 AH1548
 AH1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1133915449(NAD 83)
 AH1548_MARKER: DS = TRIANGULATION STATION DISK
 AH1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1548
 AH1548  HISTORY     - Date     Condition        Report By
 AH1548  HISTORY     - 1960     MONUMENTED       CGS
 AH1548
 AH1548                          STATION DESCRIPTION
 AH1548
 AH1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AH1548'THE STATION IS APPROXIMATELY 16-1/2 MILES EAST OF FALFURRIAS,
 AH1548'4-3/4 MILES SOUTHWEST OF RIVIERA, 1-1/2 MILES NORTH OF THE
 AH1548'KLEBERG-KENEDY COUNTY LINE AND ON LAND OWNED BY MR. FRANK
 AH1548'MC GILL.
 AH1548'
 AH1548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AH1548'AND STATE HIGHWAY 285 IN FALFURRIAS, GO EAST ON HIGHWAY
 AH1548'285 FOR 5.4 MILES TO A CROSSROAD AND FARM ROAD 2191 ON THE
 AH1548'RIGHT.  CONTINUE EAST ON HIGHWAY 285 FOR 11.65 MILES TO A
 AH1548'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE ROAD
 AH1548'243 FEET TO A GATE, A SIGN FRANK MC GILL RANCH AND THE STATION
 AH1548'ON THE RIGHT.  (TO REACH THE AZIMUTH MARK FROM THE STATION,
 AH1548'GO WEST ON HIGHWAY 285 FOR 0.25 MILE TO THE AZIMUTH MARK ON
 AH1548'THE LEFT.)
 AH1548'
 AH1548'STATION MARKS ARE STANDARD DISKS STAMPED MC GILL 1960.  THE
 AH1548'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 AH1548'WITH THE SURFACE OF THE GROUND.  IT IS 32 FEET WEST OF THE
 AH1548'CENTER OF THE ROAD, 17 FEET NORTHEAST OF THE WEST END OF A
 AH1548'WOODEN FENCE, 11.5 FEET NORTH OF THE WOODEN FENCE AND 11.5 FEET
 AH1548'EAST OF A FENCE AND A METAL WITNESS POST.  THE UNDERGROUND
 AH1548'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 AH1548'THE SURFACE OF THE GROUND.
 AH1548'
 AH1548'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MC GILL NO 1
 AH1548'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 AH1548'IT IS 28 FEET EAST OF THE CENTER OF THE ROAD, 1 FOOT NORTH
 AH1548'OF THE EAST END OF THE WOODEN FENCE AND 1 FOOT WEST OF A
 AH1548'FENCE.
 AH1548'
 AH1548'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MC GILL NO 2
 AH1548'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AH1548'IT IS 124 FEET SOUTH OF A FENCE CORNER, 72.5 FEET NORTH OF
 AH1548'THE WEST END OF THE WOODEN FENCE, 39 FEET WEST OF THE CENTER
 AH1548'OF THE ROAD AND 6 INCHES EAST OF THE FENCE.
 AH1548'
 AH1548'AZIMUTH MARK IS A STANDARD DISK STAMPED MC GILL 1960, SET
 AH1548'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 55
 AH1548'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 285, 2.5 FEET EAST
 AH1548'OF A METAL WITNESS POST AND A TELEPHONE POLE AND 6 INCHES
 AH1548'NORTH OF A FENCE.
 AH1548'
 AH1548'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AH1548'
 AH1548'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1171 ***********************************************************************
 AJ1171  DESIGNATION -  MCGILL
 AJ1171  PID         -  AJ1171
 AJ1171  STATE/COUNTY-  TX/JIM WELLS
 AJ1171  USGS QUAD   -  SAN DIEGO NE (1963)
 AJ1171
 AJ1171                         *CURRENT SURVEY CONTROL
 AJ1171  ___________________________________________________________________
 AJ1171* NAD 83(1993)-  27 54 22.67501(N)    098 06 54.85150(W)     ADJUSTED  
 AJ1171* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 AJ1171  ___________________________________________________________________
 AJ1171  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AJ1171  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AJ1171
 AJ1171  HORZ ORDER  -  THIRD
 AJ1171
 AJ1171.The horizontal coordinates were established by classical geodetic methods
 AJ1171.and adjusted by the National Geodetic Survey in February 1996..
 AJ1171
 AJ1171.The orthometric height was scaled from a topographic map.
 AJ1171
 AJ1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1171
 AJ1171.The geoid height was determined by GEOID03.
 AJ1171
 AJ1171;                    North         East     Units Scale Factor Converg.
 AJ1171;SPC TX S     - 5,248,200.842   337,879.412   MT  1.00001928   +0 10 28.9
 AJ1171;SPC TX S     -17,218,472.26  1,108,526.04   sFT  1.00001928   +0 10 28.9
 AJ1171;UTM  14      - 3,087,137.312   587,069.269   MT  0.99969357   +0 24 50.8
 AJ1171
 AJ1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1171!SPC TX S     -   0.99998812  x   1.00001928  =   1.00000740
 AJ1171!UTM  14      -   0.99998812  x   0.99969357  =   0.99968170
 AJ1171
 AJ1171:                Primary Azimuth Mark                     Grid Az
 AJ1171:SPC TX S     -  SPRINGFIELD                              204 21 19.8
 AJ1171:UTM  14      -  SPRINGFIELD                              204 06 57.9
 AJ1171
 AJ1171|---------------------------------------------------------------------|
 AJ1171| PID    Reference Object                     Distance      Geod. Az  |
 AJ1171|                                                           dddmmss.s |
 AJ1171| AJ1216 SPRINGFIELD                         APPROX.19.3 KM 2043148.7 |
 AJ1171|---------------------------------------------------------------------|
 AJ1171
 AJ1171                          SUPERSEDED SURVEY CONTROL
 AJ1171
 AJ1171  NAD 83(1986)-  27 54 22.68148(N)    098 06 54.82955(W) AD(       ) 3
 AJ1171  NAD 27      -  27 54 21.60828(N)    098 06 53.81796(W) AD(       ) 3
 AJ1171
 AJ1171.Superseded values are not recommended for survey control.
 AJ1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1171.See file dsdata.txt to determine how the superseded data were derived.
 AJ1171
 AJ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8706987137(NAD 83)
 AJ1171_MARKER: Z = SEE DESCRIPTION
 AJ1171_SETTING: 0 = UNSPECIFIED SETTING
 AJ1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1171
 AJ1171  HISTORY     - Date     Condition        Report By
 AJ1171  HISTORY     - 1920     MONUMENTED       USGS
 AJ1171
 AJ1171                          STATION DESCRIPTION
 AJ1171
 AJ1171'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1171'TAKE MAIN RD. N. AT ALICE, CROSS RAILROAD TRACKS AND FOLLOW MAIN
 AJ1171'ALICE-OAKVILLE RD. FOR ABOUT 11 MI. TO FIRST WHITE STONE RANCH HOUSE,
 AJ1171'CONTINUE ON MAIN GRADED RD. 2.0 MI. TO BRIDGE CROSSING DEEP ARROYO
 AJ1171'WITH WIRE GATE 150 FT. NW. OF BRIDGE AND WHERE SMALL RANCH HOUSE AND
 AJ1171'WINDMILL CAN BE SEEN TO THE N. GO THROUGH GATE TO RANCH HOUSE, TURN E.
 AJ1171'CROSS ARROYA AND FOLLOW UP POINT OF RIDGE IN A NORTHEASTERLY DIRECTION
 AJ1171'TO TOP OF HILL WHERE STATION IS LOCATED AT SE. SIDE OF HIGH MESQUITE
 AJ1171'BUSH.  STATION IS ABOUT 13 MI. N. OF ALICE TEXAS, 1.0 MI. NE. OF
 AJ1171'ALICE OAKVILLE RD. IN J.O. MCGILLS PASTURE.
 AJ1171'
 AJ1171'STATION MARK - STANDARD USGS BENCH MARK POST SET IN GROUND.
 AJ1171'
 AJ1171'REFERENCE MARK - IS A FLAT LIMESTONE ROCK 4 IN. THICK SET EDGEWISE
 AJ1171'IN GROUND WITH CROSS CUT IN TOP  85.93 FT. FROM STATION MARK,
 AJ1171'N 66 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2119 ***********************************************************************
 AN2119  FBN         -  This is a Federal Base Network Control Station.
 AN2119  DESIGNATION -  MCGILL
 AN2119  PID         -  AN2119
 AN2119  STATE/COUNTY-  TX/REFUGIO
 AN2119  USGS QUAD   -  RYANVILLE (1978)
 AN2119
 AN2119                         *CURRENT SURVEY CONTROL
 AN2119  ___________________________________________________________________
 AN2119* NAD 83(1993)-  28 22 39.78835(N)    097 18 09.20585(W)     ADJUSTED  
 AN2119* NAVD 88     -        20.3    (meters)      67.     (feet)  GPS OBS   
 AN2119  ___________________________________________________________________
 AN2119  X           -    -713,835.844 (meters)                     COMP
 AN2119  Y           -  -5,570,387.916 (meters)                     COMP
 AN2119  Z           -   3,013,396.888 (meters)                     COMP
 AN2119  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AN2119  ELLIP HEIGHT-          -6.99  (meters)          (05/01/00) GPS OBS
 AN2119  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN2119
 AN2119  HORZ ORDER  -  B
 AN2119  ELLP ORDER  -  THIRD     CLASS I
 AN2119
 AN2119.The horizontal coordinates were established by GPS observations
 AN2119.and adjusted by the National Geodetic Survey in May 1994..
 AN2119
 AN2119.The orthometric height was determined by GPS observations and a
 AN2119.high-resolution geoid model.
 AN2119
 AN2119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2119
 AN2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2119
 AN2119.The ellipsoidal height was determined by GPS observations
 AN2119.and is referenced to NAD 83.
 AN2119
 AN2119.The geoid height was determined by GEOID03.
 AN2119
 AN2119;                    North         East     Units Scale Factor Converg.
 AN2119;SPC TXSC     - 4,061,542.578   766,372.260   MT  1.00000162   +0 49 53.8
 AN2119;SPC TXSC     -13,325,244.27  2,514,339.66   sFT  1.00000162   +0 49 53.8
 AN2119;UTM  14      - 3,140,216.595   666,324.717   MT  0.99994143   +0 48 25.0
 AN2119
 AN2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2119!SPC TXSC     -   1.00000110  x   1.00000162  =   1.00000272
 AN2119!UTM  14      -   1.00000110  x   0.99994143  =   0.99994253
 AN2119
 AN2119:                Primary Azimuth Mark                     Grid Az
 AN2119:SPC TXSC     -  REFUGIO TRANSCON GAS PLINE MST           141 19 57.9
 AN2119:UTM  14      -  REFUGIO TRANSCON GAS PLINE MST           141 21 26.7
 AN2119
 AN2119|---------------------------------------------------------------------|
 AN2119| PID    Reference Object                     Distance      Geod. Az  |
 AN2119|                                                           dddmmss.s |
 AN2119| AN2122 REFUGIO TRANSCON GAS PLINE MST      APPROX. 3.0 KM 1420951.7 |
 AN2119| CV4763 MCGILL AZ MK                                       1551133.1 |
 AN2119| AN2124 REFUGIO HEARD OIL CO RAD MAST       APPROX. 7.7 KM 1552550.8 |
 AN2119| CV4764 MCGILL RM 1                          27.560 METERS 15703     |
 AN2119| AN2123 REFUGIO MUNICIPAL TANK              APPROX. 9.3 KM 1610833.9 |
 AN2119| AN2120 REFUGIO HUMBLE CO DIST CAMP TK      APPROX. 6.3 KM 1685757.0 |
 AN2119| AN2121 REFUGIO UNITED GAS PLINE MAST       APPROX. 6.5 KM 1753310.1 |
 AN2119| AN2113 WOODSBORO MUNICIPAL TANK            APPROX.15.6 KM 1892112.3 |
 AN2119| CV4765 MCGILL RM 2                          31.571 METERS 27903     |
 AN2119|---------------------------------------------------------------------|
 AN2119
 AN2119                          SUPERSEDED SURVEY CONTROL
 AN2119
 AN2119  ELLIP H (05/09/94)   -6.85   (m)                       GP(       ) 4 2
 AN2119  NAD 83(1986)-  28 22 39.79910(N)    097 18 09.18720(W) AD(       ) 3
 AN2119  NAD 27      -  28 22 38.78900(N)    097 18 08.21500(W) AD(       ) 3
 AN2119
 AN2119.Superseded values are not recommended for survey control.
 AN2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2119.See file dsdata.txt to determine how the superseded data were derived.
 AN2119
 AN2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6632540217(NAD 83)
 AN2119_MARKER: DS = TRIANGULATION STATION DISK
 AN2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2119_SP_SET: CONCRETE POST
 AN2119_STAMPING: MCGILL 1952
 AN2119_MARK LOGO: CGS   
 AN2119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2119+STABILITY: SURFACE MOTION
 AN2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2119+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1998
 AN2119
 AN2119  HISTORY     - Date     Condition        Report By
 AN2119  HISTORY     - 1952     MONUMENTED       CGS
 AN2119  HISTORY     - 1952     GOOD             CGS
 AN2119  HISTORY     - 19910704 GOOD             USPSQD
 AN2119  HISTORY     - 19930316 GOOD             TXHD
 AN2119  HISTORY     - 19980220 GOOD             NGS
 AN2119
 AN2119                          STATION DESCRIPTION
 AN2119
 AN2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2119'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF REFUGIO
 AN2119'ON THE RIGHT OF WAY OF U.S. HIGHWAY 183.
 AN2119'
 AN2119'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 202
 AN2119'AND U.S. HIGHWAY 183 NORTH OF REFUGIO, GO NORTHERLY ON U.S.
 AN2119'HIGHWAY 183 FOR 2.3 MILES TO THE AZIMUTH MARK ON THE RIGHT
 AN2119'AS DESCRIBED BELOW.  CONTINUE NORTHERLY 0.7 MILE TO AN OILED
 AN2119'ROAD AND THE STATION ON THE LEFT.
 AN2119'
 AN2119'THE STATION MARK IS STAMPED MC GILL 1952.  IT IS A STANDARD
 AN2119'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 AN2119'IT IS 59 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 183,
 AN2119'30 FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD, 10 FEET
 AN2119'SOUTH OF A FENCE CORNER AND A WHITE WITNESS POST AND 1 FOOT
 AN2119'EAST OF A WIRE FENCE.
 AN2119'
 AN2119'REFERENCE MARK 1 IS STAMPED MC GILL NO 1 1952.  IT IS A STANDARD
 AN2119'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND
 AN2119'IS 1 FOOT EAST OF A WIRE FENCE.
 AN2119'
 AN2119'REFERENCE MARK 2 IS STAMPED MC GILL NO 2 1952.  IT IS A
 AN2119'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8
 AN2119'INCHES AND IS 1 FOOT SOUTH OF A WIRE FENCE.
 AN2119'
 AN2119'THE AZIMUTH MARK IS STAMPED MC GILL 1952.  IT IS A STANDARD
 AN2119'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 AN2119'IS 59 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 183, 2
 AN2119'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 AN2119'WIRE FENCE.
 AN2119'
 AN2119'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AN2119
 AN2119                          STATION RECOVERY (1952)
 AN2119
 AN2119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 AN2119'RECOVERED IN GOOD CONDITION.
 AN2119
 AN2119                          STATION RECOVERY (1991)
 AN2119
 AN2119'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN2119'RECOVERED IN GOOD CONDITION.
 AN2119
 AN2119                          STATION RECOVERY (1993)
 AN2119
 AN2119'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1993
 AN2119'STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHWEST 0F REFUGIO, 33.8
 AN2119'KM (21.00 MI) SOUTH OF GOLIAD, IN U.S. HIGHWAY 183 RIGHT-OF-WAY.
 AN2119'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 AN2119'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE HIGHWAY 202
 AN2119'JUST NORTH OF REFUGIO, GO NORTH ON HIGHWAY 183 FOR 4.8 KM (3.00 MI)
 AN2119'TO THE INTERSECTION OF JACKSON ROAD AND THE STATION ON THE LEFT IN THE
 AN2119'SOUTHWEST CORNER OF THE INTERSECTION.
 AN2119'STATION IS 16.9 M (55.4 FT) WEST OF THE CENTER OF HIGHWAY 183, 7.6 M
 AN2119'(24.9 FT) SOUTH OF JACKSON ROAD, 0.3 M (1.0 FT) EAST OF A FENCE, 0.3
 AN2119'M (1.0 FT) EAST OF A METAL WITNESS POST AND SET FLUSH WITH THE
 AN2119'GROUND.
 AN2119
 AN2119                          STATION RECOVERY (1998)
 AN2119
 AN2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AN2119'STATION AND RM 1 RECOVERED IN GOOD CONDITION.  RM 2 RECOVERED IN
 AN2119'QUESTIONABLE CONDITION WITH TOP OF CONCRETE POST AT 40 DEGREE ZENITH
 AN2119'ANGLE TO THE NORTHWEST, YET CONCRETE POST APPARENTLY INTACT.  AZIMUTH
 AN2119'MARK RECOVERED 1.2 KM (0.75 MI) SOUTH FROM THE STATION IN DESTROYED
 AN2119'CONDITION WITH SHORT POST PUSHED OVER, DISK RECOVERED AND RETURNED.
 AN2119'THE STATION IS LOCATED ABOUT 34 KM (21.10 MI) SOUTH OF GOLIAD, 8 KM
 AN2119'(4.95 MI) NORTH OF REFUGIO IN THE RIGHT OF WAY OF COMBINED ALTERNATE
 AN2119'U.S. HIGHWAY 77 AND U.S. HIGHWAY 183.  OWNERSHIP--TEXAS DEPARTMENT OF
 AN2119'TRANSPORTATION, 11TH AND BRAZOS, AUSTIN TX 78701, PHONE 512-465-7337.
 AN2119'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND U.S.
 AN2119'HIGHWAY 77 IN REFUGIO, GO NORTH ON COMBINED ALTERNATE U.S. HIGHWAY 77
 AN2119'AND U.S.  HIGHWAY 183 FOR 7.7 KM (4.80 MI) PASSING STATE HIGHWAY 202
 AN2119'ON LEFT AT 2.7 KM (1.65 MI) TO JACKSON ROAD NUMBER 5 AHEAD ON LEFT AND
 AN2119'THE STATION ON LEFT.  THE MARK IS A CGS TRIANGULATION DISK SET INTO A
 AN2119'30 CM (12 IN) SQUARED CONCRETE POST. THE STATION IS LOCATED 17.8 M
 AN2119'(58.4 FT) WEST FROM THE CENTER OF U.S. HIGHWAY 183, 8.5 M (27.9 FT)
 AN2119'SOUTH-SOUTHWEST FROM THE EXTENDED CENTERLINE OF JACKSON ROAD NUMBER 5,
 AN2119'3.4 M (11.2 FT) SOUTH FROM AN 11.5 CM (4.5 IN) DIA BY 2.1 M (6.9 FT)
 AN2119'TALL STEEL PIPE AT THE RIGHT OF WAY CORNER, 0.5 M (1.6 FT) EAST FROM A
 AN2119'WIRE FENCE, 0.7 M (2.3 FT) SOUTH FROM A METAL NGS WITNESS POST, 0.7 M
 AN2119'(2.3 FT) NORTH FROM A FIBERGLASS NGS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1179 ***********************************************************************
 AH1179  DESIGNATION -  MCGLOINS BLUFF
 AH1179  PID         -  AH1179
 AH1179  STATE/COUNTY-  TX/SAN PATRICIO
 AH1179  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1179
 AH1179                         *CURRENT SURVEY CONTROL
 AH1179  ___________________________________________________________________
 AH1179* NAD 83(1993)-  27 49 37.43006(N)    097 13 18.85189(W)     ADJUSTED  
 AH1179* NAVD 88     -        14.046  (meters)      46.08   (feet)  ADJUSTED  
 AH1179  ___________________________________________________________________
 AH1179  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AH1179  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH1179  DYNAMIC HT  -          14.025 (meters)      46.01  (feet)  COMP
 AH1179  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 AH1179
 AH1179  HORZ ORDER  -  FIRST
 AH1179  VERT ORDER  -  FIRST     CLASS II
 AH1179
 AH1179.The horizontal coordinates were established by classical geodetic methods
 AH1179.and adjusted by the National Geodetic Survey in February 1996..
 AH1179
 AH1179.The orthometric height was determined by differential leveling
 AH1179.and adjusted by the National Geodetic Survey in December 1997..
 AH1179
 AH1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1179
 AH1179.The geoid height was determined by GEOID03.
 AH1179
 AH1179.The dynamic height is computed by dividing the NAVD 88
 AH1179.geopotential number by the normal gravity value computed on the
 AH1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1179.degrees latitude (g = 980.6199 gals.).
 AH1179
 AH1179.The modeled gravity was interpolated from observed gravity values.
 AH1179
 AH1179;                    North         East     Units Scale Factor Converg.
 AH1179;SPC TX S     - 5,240,000.048   425,913.757   MT  0.99999842   +0 34 49.0
 AH1179;SPC TX S     -17,191,566.82  1,397,352.05   sFT  0.99999842   +0 34 49.0
 AH1179;UTM  14      - 3,079,314.318   675,121.238   MT  0.99997854   +0 49 48.8
 AH1179
 AH1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1179!SPC TX S     -   1.00000195  x   0.99999842  =   1.00000037
 AH1179!UTM  14      -   1.00000195  x   0.99997854  =   0.99998049
 AH1179
 AH1179:                Primary Azimuth Mark                     Grid Az
 AH1179:SPC TX S     -  INGLESIDE MUNICIPAL TANK                 007 32 05.0
 AH1179:UTM  14      -  INGLESIDE MUNICIPAL TANK                 007 17 05.2
 AH1179
 AH1179|---------------------------------------------------------------------|
 AH1179| PID    Reference Object                     Distance      Geod. Az  |
 AH1179|                                                           dddmmss.s |
 AH1179| AH1198 INGLESIDE MUNICIPAL TANK            APPROX. 6.0 KM 0080654.0 |
 AH1179| AH1201 ARANSAS PASS NEW MUN TK             APPROX.11.5 KM 0380639.5 |
 AH1179| AH1200 ARANSAS PASS OLD MUN TK             APPROX.11.7 KM 0424614.3 |
 AH1179| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX.16.8 KM 0754829.9 |
 AH1179| AH1164 ARANSAS PASS WHAREHOUSE TER TK      APPROX.15.8 KM 0811924.7 |
 AH1179| AH1253 CORPUS CHRISTI NAS HOSP PR STK      APPROX.16.1 KM 1951814.4 |
 AH1179| AH1269 CORPUS CHRI NAS S RADIO TR          APPROX.16.6 KM 1952236.6 |
 AH1179| AH1238 LAGUNA MADRE N BASE RESET           APPROX.18.1 KM 1955748.1 |
 AH1179| AH1245 CORPUS CHRI NAS SEA CONT TR BN      APPROX.14.9 KM 2012448.2 |
 AH1179| AH1370 CORPUS CHRI PLAZA HOTEL ELEV        APPROX.17.5 KM 2585344.6 |
 AH1179| AH1377 CORPUS CHRI ARANSAS COMP CO TK      APPROX.17.3 KM 2635605.9 |
 AH1179| AH1357 CORPUS CHRISTI PORT TANK            APPROX.17.3 KM 2641310.8 |
 AH1179| CV2658 MCGLOINS BLUFF RM 1                  16.591 METERS 28509     |
 AH1179| CV2657 MCGLOINS BLUFF RM                    19.182 METERS 29014     |
 AH1179| AH1322 CORPUS CHRI HOUSTON AWY BN 1        APPROX. 9.8 KM 3244423.9 |
 AH1179| CV2659 MCGLOINS BLUFF RM 2                                3422616.7 |
 AH1179| CV2656 MCGLOINS BLUFF AZ MK                               3422648.7 |
 AH1179| AH1318 GREGORY RAD STA KWBU TOWER          APPROX.12.4 KM 3425314.0 |
 AH1179|---------------------------------------------------------------------|
 AH1179
 AH1179                          SUPERSEDED SURVEY CONTROL
 AH1179
 AH1179  NAD 83(1986)-  27 49 37.43652(N)    097 13 18.82881(W) AD(       ) 1
 AH1179  NAD 27      -  27 49 36.34100(N)    097 13 17.86500(W) AD(       ) 1
 AH1179  NGVD 29 (07/19/86)   14.2    (m)           47.     (f) VERT ANG       
 AH1179
 AH1179.Superseded values are not recommended for survey control.
 AH1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1179.See file dsdata.txt to determine how the superseded data were derived.
 AH1179
 AH1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7512179314(NAD 83)
 AH1179_MARKER: DS = TRIANGULATION STATION DISK
 AH1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1179_SP_SET: SQUARE CONCRETE MONUMENT
 AH1179_STAMPING: MCGLOINS BLUFF 1860 1931-33
 AH1179_MARK LOGO: CGS   
 AH1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1179+STABILITY: SURFACE MOTION
 AH1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1179+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH1179
 AH1179  HISTORY     - Date     Condition        Report By
 AH1179  HISTORY     - 1860     MONUMENTED       CGS
 AH1179  HISTORY     - 1860     GOOD             CGS
 AH1179  HISTORY     - 1912     GOOD             CGS
 AH1179  HISTORY     - 1931     GOOD             CGS
 AH1179  HISTORY     - 1934     GOOD             CGS
 AH1179  HISTORY     - 1937     GOOD             TXHD
 AH1179  HISTORY     - 1948     GOOD             CGS
 AH1179  HISTORY     - 1949     GOOD             CGS
 AH1179  HISTORY     - 1949     GOOD             CGS
 AH1179  HISTORY     - 1951     GOOD             SUNOCO
 AH1179  HISTORY     - 1955     GOOD             CGS
 AH1179  HISTORY     - 1959     GOOD             CGS
 AH1179  HISTORY     - 1963     GOOD             CGS
 AH1179  HISTORY     - 1970     GOOD             NGS
 AH1179  HISTORY     - 19890215 GOOD             NOS
 AH1179  HISTORY     - 19970203 GOOD             NGS
 AH1179
 AH1179                          STATION DESCRIPTION
 AH1179
 AH1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (SAG)
 AH1179'ABOUT 11 MILES E OF CORPUS CHRISTI AND 4 MILES S OF INGLESIDE,
 AH1179'ON MC GLOINS BLUFF, ON THE N SHORE OF CORPUS CHRISTI BAY, ON
 AH1179'A HIGH SAND DUNE NEAR THE EXTREME WESTERN END OF MC GLOINS
 AH1179'BLUFF, AND OVERLOOKING INGLESIDE COVE.
 AH1179'
 AH1179'ORIGINAL MARK WAS BOTTLE BURIED 3 FEET BELOW GROUND, WITH
 AH1179'FOUR IRON REFERENCE POSTS, EACH DISTANT ABOUT 6 FEET FROM
 AH1179'STATION, SET SO THAT LINES JOINING OPPOSITE POSTS INTERSECTED
 AH1179'AT RIGHT ANGLES OVER STATION MARK.
 AH1179
 AH1179                          STATION RECOVERY (1860)
 AH1179
 AH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1860
 AH1179'RECOVERED IN GOOD CONDITION.
 AH1179
 AH1179                          STATION RECOVERY (1912)
 AH1179
 AH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1912
 AH1179'IN 1912 OLD MARK AND TWO REFERENCE POSTS WERE RECOVERED AND
 AH1179'STATION WAS REMARKED WITH STANDARD DISK STATION MARKS SET IN
 AH1179'CONCRETE.  A CONCRETE REFERENCE
 AH1179'MARK SET IN 1912 IS 19.2 METERS (63.0 FEET) FROM THE STATION.
 AH1179'
 AH1179'THE ANGLE AT THE STATION BETWEEN THE REFERENCE MARK AND THE
 AH1179'FLAGPOLE ON THE CUPOLA OF THE INGLESIDE INN IS 61 DEG 55 MIN.
 AH1179'
 AH1179'THE FOLLOWING BEARINGS ARE FROM THE STATION--WATER TOWER AT
 AH1179'GREGORY, N 32 DEG 15 MIN W.  SW GABLE OF FARMHOUSE, DISTANT
 AH1179'1 MILE, N 08 DEG 49 MIN W. CHIMNEY ON ELL OF A LARGE
 AH1179'2 1/2-STORY HOUSE NEAR INGLESIDE HOTEL, N 01 DEG 58 MIN W.
 AH1179'CHIMNEY ON JAMES STERNS HOUSE, DISTANT ONE-HALF MILE,
 AH1179'N 00 DEG 14 MIN W.
 AH1179'
 AH1179'TWO CAST-IRON REFERENCE MARKS ARE ABOUT 6 FEET FROM THE
 AH1179'STATION.  IN 1930 THIRD REFERENCE MARK, PROBABLY THE CONCRETE
 AH1179'MARK, WAS NOT FOUND.
 AH1179
 AH1179                          STATION RECOVERY (1931)
 AH1179
 AH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AH1179'IN 1931 STATION MARK RECOVERED IN GOOD CONDITION, AND 1931
 AH1179'STAMPED THEREON--TWO ADDITIONAL REFERENCE MARKS, ESTABLISHED
 AH1179'IN 1931, ARE STANDARD REFERENCE DISKS IN CONCRETE.
 AH1179'
 AH1179'REFERENCE MARK NO. 1 IS 16.65 METERS (54.6 FEET) FROM STATION.
 AH1179'
 AH1179'REFERENCE MARK NO. 2 IS ON THE W SIDE OF THE ROAD, NEAR THE
 AH1179'ONLY TWO HOUSES IN THE VICINITY, 0.44 METER (1.4 FEET) E
 AH1179'OF FENCE LINE, 6.50 METERS (21.3 FEET) W OF CENTER LINE OF
 AH1179'ROAD, 13.45 METERS (44.1 FEET) S OF FENCE CORNER, AND ABOUT
 AH1179'1/4 MILE FROM STATION.  N 17 DEG 34 MIN W.
 AH1179'
 AH1179'TO REACH STATION FROM INGLESIDE FOLLOW GRAVEL ROAD S 3.3
 AH1179'MILES TO ITS END AT INGLESIDE COVE, THENCE AROUND THE BAY SHORE
 AH1179'0.7 MILE TO O.D. FORDS HOUSE.  STATION IS 150 YARDS E OF
 AH1179'FORDS HOUSE, 175 YARDS N OF SMALL BROWN HOUSE ON SHORE, ON
 AH1179'HIGHEST SAND HILL, ABOUT 40 FEET ELEVATION AND COVERED WITH
 AH1179'SCRUB OAK.  LAND OWNED BY INGLESIDE LAND COMPANY.
 AH1179
 AH1179                          STATION RECOVERY (1934)
 AH1179
 AH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1179'STATION IS ON A HIGH SAND HILL ON BLUFF KNOWN AS MC GLOINS
 AH1179'BLUFF ON THE NE SHORE OF CORPUS CHRISTI BAY, 4 MILES S OF
 AH1179'INGLESIDE, 7 MILES SW OF ARANSAS PASS (CITY), 400 METERS NE
 AH1179'FROM BAY SHORE, 320 METERS NE FROM SMALL FISHING CAMP BELONGING
 AH1179'TO MR. BILL GAINES, 300 METERS SE FROM COTTAGE BELONGING
 AH1179'TO MR. FRANK PHELPS, 4 METERS NE FROM SW EDGE OF BLUFF, AND
 AH1179'10 METERS SW FROM NE EDGE OF BLUFF.  THE STATION IS ON THE
 AH1179'HIGHEST POINT OF THE BLUFF IN THE APPROXIMATE CENTER AND IS
 AH1179'SURROUNDED BY SCRUB OAK.
 AH1179'
 AH1179'TWO OLD REFERENCE MARKS WERE RECOVERED, BEING CAST-IRON PIPES
 AH1179'WITH THE TOPS MARKED U.S.C.S., ONE IS 1.81 METERS W OF STATION
 AH1179'AND THE OTHER IS 1.84 METERS N OF STATION.
 AH1179'
 AH1179'HEIGHT OF LIGHT ABOVE STATION MARK - 6.1 METERS.
 AH1179
 AH1179                          STATION RECOVERY (1937)
 AH1179
 AH1179'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AH1179'STATION MARK RECOVERED IN GOOD CONDITION.  ON ACCOUNT OF HEAVY
 AH1179'BRUSH NO EFFORT WAS MADE TO FIND OTHER MARKS.  THE DESCRIPTION
 AH1179'OF 1931 IS GOOD EXCEPT THAT THE GRAVEL ROAD MENTIONED IS NOW
 AH1179'AN ASPHALT ROAD.
 AH1179
 AH1179                          STATION RECOVERY (1948)
 AH1179
 AH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1179'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH1179'
 AH1179'THE CONCRETE REFERENCE MARK WITH STANDARD R.M. DISC SET IN
 AH1179'1912 WAS RECOVERED IN GOOD CONDITION AND THE DISTANCE TO
 AH1179'THE STATION WAS FOUND TO BE CORRECT.
 AH1179'
 AH1179'THE TWO CAST IRON REFERENCE MARKS 6 FEET FROM THE STATION
 AH1179'COULD NOT BE FOUND.
 AH1179'
 AH1179'THE NEW REFERENCE MARKS ESTABLISHED IN 1931 COULD NOT BE
 AH1179'RECOVERED AFTER A 45 MINUTE SEARCH BY TWO MEN.
 AH1179
 AH1179                          STATION RECOVERY (1949)
 AH1179
 AH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1179'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 AH1179'AN UNSTAMPED REFERENCE MARK WERE RECOVERED AND ARE IN GOOD
 AH1179'CONDITION.
 AH1179'
 AH1179'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 AH1179'
 AH1179'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SAND HILL
 AH1179'KNOWN AS MC GLOINS BLUFF, ON THE NORTHEAST SHORE OF CORPUS
 AH1179'CHRISTI BAY, ABOUT 7 MILES SOUTHWEST OF ARANSAS PASS, ABOUT
 AH1179'4 MILES SOUTH OF INGLESIDE, AND ABOUT 300 METERS SOUTHEAST
 AH1179'FROM A COTTAGE THAT IS JUST BELOW THE HILL.  IT IS STAMPED
 AH1179'MC GLOINS BLUFF 1860 1931-33.  THE DISK IS SET FLUSH IN A
 AH1179'30-INCH CYLINDRICAL SLAB OF CONCRETE THAT IS FLUSH WITH THE
 AH1179'SURFACE OF THE GROUND.  IT IS WITNESSED BY A REFERENCE POST.
 AH1179'
 AH1179'REFERENCE MARK NO. 1 IS NEAR THE WEST EDGE OF THE BLUFF AND
 AH1179'2 FEET LOWER THAN THE STATION.  IT IS STAMPED MC GLOINS BLUFF
 AH1179'NO 1 1860 1931 AND IS SET FLUSH.
 AH1179'
 AH1179'REFERENCE MARK NO. 2 IS 0.25 MILE NORTH-NORTHWEST FROM THE
 AH1179'STATION, 44 FEET SOUTH OF A FENCE CORNER, 24 FEET WEST OF THE
 AH1179'CENTER OF THE ROAD AND 1.5 FEET NORTH OF A REFERENCE POST.
 AH1179'IT IS STAMPED MC GLOINS BLUFF NO 2 1860 1931 AND IS 6 INCHES
 AH1179'BELOW THE SURFACE OF THE GROUND.  THIS MARK IS
 AH1179'USED AS THE AZIMUTH MARK.
 AH1179'
 AH1179'AN UNSTAMPED REFERENCE MARK IS LOCATED 9 FEET WEST OF REFERENCE
 AH1179'MARK NO. 1.  IT IS SET FLUSH IN A SLAB OF CONCRETE.
 AH1179'
 AH1179'TO REACH THE STATION FROM A T-INTERSECTION JUST SOUTH OF THE
 AH1179'DEPOT IN INGLESIDE, GO SOUTH FOR 0.15 MILE TO A FORK, TAKE
 AH1179'LEFT FORK AND CONTINUE SOUTHERLY FOR 2.8 MILES TO THE JOHN
 AH1179'MASSI STORE ON THE LEFT, CONTINUE FOLLOWING THE MAIN ROAD
 AH1179'FOR 0.35 MILE TO A CATTLE GUARD ON THE RIGHT, TURN RIGHT OVER
 AH1179'THE CATTLE GUARD AND FOLLOW DIRT ROAD FOR 0.7 MILE TO THE
 AH1179'AZIMUTH MARK (REFERENCE MARK NO. 2) ON THE RIGHT, CONTINUE
 AH1179'STRAIGHT AHEAD FOR 0.15 MILE, TURN LEFT AND GO 0.2 MILE TO THE
 AH1179'COTTAGE AT THE FOOT OF THE BLUFF AND THE END OF TRUCK TRAVEL.
 AH1179'THE STATION IS ON TOP OF BLUFF AS DESCRIBED.
 AH1179'
 AH1179'AN 87 FOOT SIGNAL AT FAIRVIEW 1931 IS VISIBLE AT 25 FEET.
 AH1179'
 AH1179'AN 87 FOOT SIGNAL AT KLEPAC IS VISIBLE AT 25 FEET.
 AH1179'
 AH1179'AN 87 FOOT SIGNAL AT LAGUNA MADRE NORTH BASE 1882 IS VISIBLE
 AH1179'AT 25 FEET.
 AH1179
 AH1179                          STATION RECOVERY (1949)
 AH1179
 AH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1179'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AH1179'FOLLOWS--
 AH1179'
 AH1179'TO REACH STATION FROM INGLESIDE POST OFFICE, GO SOUTH ALONG
 AH1179'ASPHALT ROAD TO OLD INGLESIDE, A DISTANCE OF 3.3 MILES, TURN
 AH1179'RIGHT (SOUTHWEST) ACROSS CATTLE GUARD, GO 0.8 MILES, THEN
 AH1179'SOUTHEAST 0.15 MILES TO TARPAPER PUMP HOUSE AND STATION ATOP
 AH1179'OF SAND DUNES.  STATION IS ABOUT 175 FEET NE OF TARPAPER
 AH1179'SHACK.
 AH1179'
 AH1179'STATION IS STANDARD USC AND GS TRIANGULATION STATION DISK
 AH1179'SET IN TOP OF A 2-1/2 FEET ROUND CONCRETE MONUMENT SET FLUSH
 AH1179'WITH THE GROUND AND STAMPED MC GLOINS BLUFF, 1860-1931.  ONE OLD
 AH1179'IRON REFERENCE MARK TO THE N OF THE STATION STILL EXISTS AND
 AH1179'IS 1.85 M. FROM THE STATION.
 AH1179'
 AH1179'REFERENCE MARK NO. 1 IS 16.65 M. WEST OF THE STATION.  A
 AH1179'STANDARD DISK SET IN TOP OF 12 IN SQUARE CONCRETE POST SET
 AH1179'FLUSH WITH THE GROUND AND STAMPED MC GLOINS BLUFF, 1860-1931.
 AH1179'
 AH1179'THERE IS ANOTHER REFERENCE MARK UNSTAMPED, 3.04 METERS NW OF
 AH1179'RMI AND 19.21 METERS FROM THE STATION SET IN 2 FOOT ROUND
 AH1179'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AH1179'
 AH1179'REFERENCE MARK NO. 2 IS 0.25 MILES NW OF STATION, 0.1 MILE
 AH1179'N ALONG SAND ROAD FROM TWO HOUSES IN VICINITY OF STATION,
 AH1179'1.4 FEET EAST OF FENCE LINE, 21.0 FEET W OF ROAD AND 44.0
 AH1179'FEET S OF FENCE CORNER.  A STANDARD USC AND GS REFERENCE
 AH1179'MARK.  DISK SET IN TOP OF 12 IN SQUARE CONCRETE POST SET FLUSH
 AH1179'WITH THE GROUND AND STAMPED MC GLOINS BLUFF, NO. 2 1860-1931.
 AH1179
 AH1179                          STATION RECOVERY (1951)
 AH1179
 AH1179'RECOVERY NOTE BY SUN OIL COMPANY 1951
 AH1179'STATION RECOVERED IN GOOD CONDITION AND A 20-FOOT STEEL
 AH1179'TOWER IS OVER THE MARK.
 AH1179
 AH1179                          STATION RECOVERY (1955)
 AH1179
 AH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CDM)
 AH1179'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARKS WERE
 AH1179'NOT SEARCHED FOR.  THERE IS A STEEL TOWER OVER STATION.
 AH1179
 AH1179                          STATION RECOVERY (1959)
 AH1179
 AH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 AH1179'THE STATION, REFERENCE MARK NO. 1 AND AN UNSTAMPED REFERENCE
 AH1179'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2
 AH1179'DESCRIBED BY R.L.E. 1949 AS THE AZIMUTH MARK HAS BEEN DESTROYED
 AH1179'BY STREET BUILDING WORK.  TWO NEW REFERENCE MARKS WERE SET
 AH1179'IN 1959 AND REFERENCE MARK NO. 1 AND THE UNSTAMPED R.M.) WERE
 AH1179'REMOVED FROM THE SITE OF NEW HOUSE CONSTRUCTION.
 AH1179'
 AH1179'A REVISED DESCRIPTION IS AS FOLLOWS.  ABOUT 4 MILES SOUTH OF
 AH1179'INGLESIDE AND 11 MILES EAST ACROSS THE BAY FROM CORPUS CHRISTI,
 AH1179'0.7 MILE SOUTH OF FM. ROAD NO. 1069, ON THE HIGHEST POINT
 AH1179'OF A DENSELY BRUSHED SAND RIDGE, ON PROPERTY OWNED BY THE
 AH1179'W.D. WELLER INVESTMENT CO. OF CORPUS CHRISTI.  (THE REFERENCE
 AH1179'MARKS WERE REMOVED TO CLEAR THE AREA FOR THE NEW HOUSE OF
 AH1179'MR. WELLER).  AT THE TIME OF THE 1959 RECOVERY, NEW STREETS
 AH1179'WERE BEING BUILT ALONG THE NORTH AND SOUTH BASES OF THE HILL
 AH1179'AND EXTENSIVE DEVELOPEMENT WAS UNDERWAY ALONG THE BAYSHORE,
 AH1179'ABOUT 150 YARDS SOUTH OF THE STATION.
 AH1179'
 AH1179'THE STATION IS A STANDARD DISK STAMPED MC GLOINS BLUFF 1860
 AH1179'1931 1933 IN A CONCRETE MONUMENT, ABOUT 30 INCHES IN DIAMETER
 AH1179'AND FLUSH WITH THE SURFACE.  A STEEL TOWER ABOUT 25 FEET
 AH1179'HIGH WAS OVER THE STATION MARK.
 AH1179'
 AH1179'AN OLD IRON REFERENCE MARK IS NORTH OF THE STATION, 1.85
 AH1179'METERS AND IS UNDER THE NORTH EDGE OF THE TOWER.
 AH1179'
 AH1179'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION, ABOUT 6 FEET
 AH1179'LOWER THAN THE STATION AND ALONG THE EAST SIDE OF A STEEP
 AH1179'TRAIL LEADING UP THE SLOPE FROM THE ROAD ALONG THE SOUTH BASE OF
 AH1179'THE RIDGE.  A STANDARD DISK STAMPED MC GLOINS BLUFF 1860 1931,
 AH1179'NO. 3 1959 IN A CONCRETE MONUMENT ABOUT FLUSH.
 AH1179'
 AH1179'REFERENCE MARK NO. 4 IS WEST OF THE STATION, AND ABOUT THE
 AH1179'SAME ELEVATION, A STANDARD DISK STAMPED MC GLOINS BLUFF 1860
 AH1179'1931 NO. 4 1959 IN A CONCRETE MONUMENT ABOUT FLUSH WITH THE
 AH1179'TOP OF THE RIDGE.
 AH1179'
 AH1179'TO REACH FROM INGLESIDE--GO SOUTH OF F.M. ROAD 1069, 03.3
 AH1179'MILES TO A BLACKTOP ROAD TO THE RIGHT.  THIS IS THE SECOND
 AH1179'OF TWO BLACKTOP ROADS TO THE RIGHT AFTER PASSING THROUGH
 AH1179'INGLESIDE COVE.  TURN RIGHT HERE AND GO 0.7 MILE TO THE END
 AH1179'OF THE ROAD AND A ROAD THAT PARALLELS THE BAY SHORE.  TURN
 AH1179'LEFT AND GO EAST 0.1 MILE.  FROM THIS POINT THE STATION IS
 AH1179'ABOUT 100 YARDS NORTH UP THE SANDY SLOPE.  (A ROAD WILL BE
 AH1179'BUILT TO THE TOP OF THE HILL TO THE WELLER RESIDENCE IN 1959).
 AH1179
 AH1179                          STATION RECOVERY (1963)
 AH1179
 AH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AH1179'THE STATION MARK AND REFERENCE MARK 3 WERE FOUND IN GOOD
 AH1179'CONDITION.  REFERENCE MARK 4 WAS SEARCHED FOR BUT COULD NOT BE
 AH1179'LOCATED.  THE DISTANCE OR DIRECTION TO REFERENCE MARK 3 COULD
 AH1179'NOT BE CHECKED AS THE PROPERTY OWNED WOULD NOT GIVE PERMISSION
 AH1179'TO CLEAR ANY BRUSH AT THE STATION.
 AH1179'
 AH1179'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AH1179'
 AH1179'THE STATION IS ABOUT 11 MILES EAST OF CORPUS CHRISTI, ABOUT
 AH1179'4 MILES SOUTH OF ENGLESIDE, ON THE HIGHEST POINT OF A BRUSH
 AH1179'COVERED RIDGE AND ON THE PROPERTY OF MR. EARL C. GOETSCH.
 AH1179'
 AH1179'THE STATION IS A STANDARD DISK STAMPED MC GLOINS BLUFF 1860
 AH1179'1931 33 SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AH1179'36 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES.  THE
 AH1179'MARK IS ON A BRUSH COVERED RIDGE NEAR THE CENTER OF
 AH1179'EIGHT STEEL STAKES THAT WERE USED FOR A BASE FOR A TOWER THAT
 AH1179'WAS THERE AT ONE TIME.
 AH1179'
 AH1179'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MC GLOINS BLUFF
 AH1179'NO 3 1860 1931 1959 SET IN THE TOP OF A CONCRETE POST THAT
 AH1179'WAS ORIGNALLY 12 INCHES BY 12 INCHES BUT IS NOW CHIPPED ON
 AH1179'THREE SIDES.  THE MARK IS ON THE EAST SIDE OF THE TRAIL THAT
 AH1179'GOES TO THE ROAD SOUTH OF THE STATION AND IS ABOUT 3 FEET
 AH1179'LOWER IN ELEVATION THAT THE STATION.
 AH1179'
 AH1179'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 632 AND
 AH1179'1069 IN INGLESIDE, GO SOUTHERLY ON FARM ROAD 1069 FOR 3.25
 AH1179'MILES TO THE SECOND ROAD ON THE RIGHT, AFTER PASSING THROUGH
 AH1179'THE VILLAGE OF INGLESIDE COVE.  TURN RIGHT AND GO 0.8 MILE TO
 AH1179'A T-ROAD.  TURN LEFT, GO 0.1 MILE TO A DRIVEWAY ON THE LEFT.
 AH1179'PASS BETWEEN HOUSES AND GO 0.05 MILE TO A FORK.  TAKE THE RIGHT
 AH1179'FORK AND GO 0.05 MILE TO A ROAD ON THE LEFT AND A DRIVEWAY
 AH1179'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR ABOUT 100 FEET
 AH1179'TO A TRAIL ON THE RIGHT UP A STEEP HILL AND THE STATION
 AH1179'AT THE TOP OF THE HILL.
 AH1179'
 AH1179'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AH1179
 AH1179                          STATION RECOVERY (1970)
 AH1179
 AH1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WOM)
 AH1179'STATION MARK, REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND IN GOOD
 AH1179'CONDITION.  THE STATION MARK IS NOW ABOUT 20 FEET S OF THE SW CORNER
 AH1179'OF A WHITE BRICK HOUSE.  DUE TO ROAD CHANGES A NEW TO REACH
 AH1179'FOLLOWS.
 AH1179'
 AH1179'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 632 AND 1069
 AH1179'IN INGLESIDE GO S ON FARM RAOD 1069 FOR 3.6 MILES TO A SECOND ROAD
 AH1179'RIGHT, AFTER PASSING THROUGH THE VILLAGE OF INGLESIDE COVE.  TURN
 AH1179'RIGHT ON COUNTY ROAD 121 AT INGLESIDE COVE VILLAGE CITY LIMIT
 AH1179'SIGN, AND GO 0.8 MILE TO A T-ROAD.  TURN LEFT, GO, 0.1 MILE TO A
 AH1179'DRIAVEWAY ON THE LEFT.  TURN LEFT PASS BETWEEN HOUES AND GO
 AH1179'0.05 MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.05 MILE TO A
 AH1179'ROAD ON THE LEFT AND A DRIVEWAY ON THE RIGHT.  CONTINUE STRAIGHT
 AH1179'AHEAD FOR ABOUT 100 FEET TO A TRAIL ON THE RIGHT UP A STEEP HILL
 AH1179'AND THE STATION AT THE TOP OF THE HILL.
 AH1179'
 AH1179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES S OF
 AH1179'INGESIDE.
 AH1179
 AH1179                          STATION RECOVERY (1989)
 AH1179
 AH1179'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1179'THE STATION IS LOCATED ABOUT 11 MI E OF CORPUS CHRISTI, ABOUT 4.0 MI S
 AH1179'OF INGLESIDE, ON THE HIGHEST POINT OF A BRUSH COVERED RIDGE AND ON THE
 AH1179'PROPERTY OF MR. EARL C. GOETACH.
 AH1179'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 632 AND 1069 IN
 AH1179'INGLESIDE, GO SOUTHERLY ON FARM ROAD 1069 FOR 3.25 MI TO THE SECOND
 AH1179'ROAD ON THE RIGHT, AFTER PASSING THROUGH THE VILLAGE OF INGLESIDE
 AH1179'COVE.  TURN RIGHT AND GO 0.8 MI TO A T-ROAD.  TURN LEFT, GO 0.1 MI TO
 AH1179'A DRIVEWAY ON THE LEFT.  PASS BETWEEN HOUSES AND GO 0.05 MI TO A FORK.
 AH1179'TAKE THE RIGHT FORK AND GO 0.05 MI TO A ROAD ON THE LEFT AND A
 AH1179'DRIVEWAY ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR ABOUT 30.48 M
 AH1179'(100.0 FT) TO A TRAIL ON THE RIGHT UP A STEEP HILL AND THE STATION AT
 AH1179'THE TOP OF THE HILL.
 AH1179'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 AH1179'MONUMENT THAT IS 36 IN DIAMETER AND PROJECTS ABOUT 6 IN.  THE MARK IS
 AH1179'ON A BRUSH COVERED RIDGE NEAR THE CENTER OF EIGHT STAKES THAT WERE
 AH1179'USED FOR A BASE FOR A TOWER THAT WAS THERE AT ONE TIME.  STATION SITE
 AH1179'IS IN A DENSE GROVE OF TREES AND IT IS OBSCURED.
 AH1179
 AH1179                          STATION RECOVERY (1997)
 AH1179
 AH1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1179'IN INGLESIDE, AT THE BAY SUBDIVISION, AT THE INTERSECTION OF OAK RIDGE
 AH1179'AND STARLIGHT STREETS, 160.0 M (524.9 FT) SOUTHEAST OF THE CENTER OF
 AH1179'STARLIGHT STREET, 58.2 M (190.9 FT) SOUTHEAST OF THE EXTENDED CENTER
 AH1179'OF WILDWOOD DRIVE, 41.0 M (134.5 FT) SOUTHWEST OF THE CENTER OF OAK
 AH1179'RIDGE STREET, 38.0 M (124.7 FT) NORTHEAST OF THE CENTER OF SANDPIPER
 AH1179'STREET, 7.2 M (23.6 FT) EAST OF THE SOUTH CORNER OF A HOUSE AT 601
 AH1179'NORTH SANDPIPER, 6.0 M (19.7 FT) ABOVE THE LEVEL OF OAK RIDGE STREET,
 AH1179'AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0828 ***********************************************************************
 CB0828  DESIGNATION -  MCGUIRE RESET
 CB0828  PID         -  CB0828
 CB0828  STATE/COUNTY-  TX/TOM GREEN
 CB0828  USGS QUAD   -  TENNYSON (1984)
 CB0828
 CB0828                         *CURRENT SURVEY CONTROL
 CB0828  ___________________________________________________________________
 CB0828* NAD 83(1993)-  31 41 24.84924(N)    100 16 55.02377(W)     ADJUSTED  
 CB0828* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 CB0828  ___________________________________________________________________
 CB0828  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 CB0828  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 CB0828
 CB0828  HORZ ORDER  -  FIRST
 CB0828
 CB0828.The horizontal coordinates were established by classical geodetic methods
 CB0828.and adjusted by the National Geodetic Survey in February 1996..
 CB0828
 CB0828.The orthometric height was scaled from a topographic map.
 CB0828
 CB0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0828
 CB0828.The geoid height was determined by GEOID03.
 CB0828
 CB0828;                    North         East     Units Scale Factor Converg.
 CB0828;SPC TX C     - 3,224,330.700   704,871.301   MT  0.99995383   +0 01 35.3
 CB0828;SPC TX C     -10,578,491.64  2,312,565.26   sFT  0.99995383   +0 01 35.3
 CB0828;UTM  14      - 3,506,815.617   378,502.973   MT  0.99978206   -0 40 24.7
 CB0828
 CB0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0828!SPC TX C     -   0.99990761  x   0.99995383  =   0.99986144
 CB0828!UTM  14      -   0.99990761  x   0.99978206  =   0.99968969
 CB0828
 CB0828:                Primary Azimuth Mark                     Grid Az
 CB0828:SPC TX C     -  MCGUIRE AZ MK                            005 13 33.1
 CB0828:UTM  14      -  MCGUIRE AZ MK                            005 55 33.1
 CB0828
 CB0828|---------------------------------------------------------------------|
 CB0828| PID    Reference Object                     Distance      Geod. Az  |
 CB0828|                                                           dddmmss.s |
 CB0828| CV4766 MCGUIRE AZ MK                                      0051508.4 |
 CB0828| CV4767 MCGUIRE RM 1                         28.728 METERS 12712     |
 CB0828| CB0825 MILES MUNICIPAL TANK                APPROX.13.9 KM 1365404.0 |
 CB0828| CV4769 MCGUIRE RM 3                         33.842 METERS 23151     |
 CB0828| CV4768 MCGUIRE RM 2                         30.475 METERS 25432     |
 CB0828| CV4770 MCGUIRE RM 4                         29.048 METERS 29339     |
 CB0828|---------------------------------------------------------------------|
 CB0828
 CB0828                          SUPERSEDED SURVEY CONTROL
 CB0828
 CB0828  NAD 83(1986)-  31 41 24.85565(N)    100 16 55.00952(W) AD(       ) 1
 CB0828  NAD 27      -  31 41 24.28800(N)    100 16 53.68700(W) AD(       ) 1
 CB0828
 CB0828.Superseded values are not recommended for survey control.
 CB0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0828.See file dsdata.txt to determine how the superseded data were derived.
 CB0828
 CB0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA7850306816(NAD 83)
 CB0828_MARKER: DS = TRIANGULATION STATION DISK
 CB0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0828
 CB0828  HISTORY     - Date     Condition        Report By
 CB0828  HISTORY     - 1935     MONUMENTED       CGS
 CB0828  HISTORY     - 1937     GOOD             TXHD
 CB0828  HISTORY     - 1947     GOOD             LOCSUR
 CB0828  HISTORY     - 1967     GOOD             USGS
 CB0828  HISTORY     - 1972     SEE DESCRIPTION  USGS
 CB0828  HISTORY     - 1973     SEE DESCRIPTION  NGS
 CB0828
 CB0828                          STATION DESCRIPTION
 CB0828
 CB0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0828'STATION IS LOCATED 13-1/2 MILES S OF BRONTE, AND 9 MILES NW FROM
 CB0828'MILES, ABOUT 150 YARDS S OF TOM GREEN-COKE COUNTY LINE, ON
 CB0828'PROPERTY OWNED AND OCCUPIED BY W.A. MC GUIRE.  THE STATION IS
 CB0828'ABOUT 250 FEET N FROM THE HOUSE, 125 FEET E FROM CENTER LINE
 CB0828'OF N-S ROAD, IN NW ANGLE OF FENCE CORNER AT THE NW CORNER OF
 CB0828'THE BARNYARD LOT.  MARK PROJECTS ABOUT 8 INCHES ABOVE THE
 CB0828'SURFACE.
 CB0828'
 CB0828'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CB0828'SET IN CONCRETE.
 CB0828'
 CB0828'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CB0828'HOLE IN BEDROCK.
 CB0828'
 CB0828'REFERENCE MARK NO. 1 IS 94.26 FEET SE FROM STATION, 1 FOOT N
 CB0828'FROM N SIDE OF SHED, PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE.
 CB0828'
 CB0828'REFERENCE MARK NO. 2 IS 99.99 FEET WSW FROM STATION, 29 FEET E
 CB0828'FROM CENTER LINE OF N-S ROAD ON E RIGHT-OF-WAY FENCE LINE,
 CB0828'PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CB0828'
 CB0828'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE N FROM STATION, ABOUT
 CB0828'15 FEET NW FROM NW CORNER OF CULTIVATED FIELD, PROJECTING ABOUT
 CB0828'10 INCHES ABOVE THE SURFACE OF THE GROUND.
 CB0828'
 CB0828'TO REACH THE STATION FROM THE CENTRAL NATIONAL BANK IN SAN ANGELO
 CB0828'BY GOING N 1 BLOCK THEN RIGHT (E) ON U.S. HIGHWAY 67 (PAVED) FOR
 CB0828'11.5 MILES, OR 1.7 MILES BEYOND THE SMALL SETTLEMENT OF HARRIETT,
 CB0828'AND TURN LEFT (N) ABOUT 200 YARDS BEYOND WHITE SCHOOL ON S SIDE
 CB0828'OF HIGHWAY.  PROCEED ALONG THIS MAIN ROAD N AND E FOR 3.3 MILES
 CB0828'AND TURN LEFT (N) ON T-ROAD AT SWEETWATER ARROW.  FOLLOW THIS
 CB0828'ROAD STRAIGHT N FOR 6.5 MILES OR 1.45 MILES BEYOND 2 SCHOOLS
 CB0828'ON LEFT TO TOP OF GRADE AT W.A. MC GUIRES HOUSE ON E SIDE OF
 CB0828'ROAD AND STATION.
 CB0828'
 CB0828'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CB0828
 CB0828                          STATION RECOVERY (1937)
 CB0828
 CB0828'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0828'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 CB0828'AS DESCRIBED.  DESCRIPTION FOR LOCATING STATION IS ADEQUATE.
 CB0828
 CB0828                          STATION RECOVERY (1947)
 CB0828
 CB0828'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0828'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  BY GEN GEO CO
 CB0828
 CB0828                          STATION RECOVERY (1967)
 CB0828
 CB0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (IGT)
 CB0828'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN USC AND GS
 CB0828'QUAD 311001, STATION 1009, EXCEPT THAT HOUSE IS ABANDONED.
 CB0828'
 CB0828'TO REACH, DESCRIPTION IS ADEQUATE.
 CB0828'
 CB0828'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN A CONCRETE
 CB0828'POST.  THE DISK PROJECTS 0.7 FEET AND IS STAMPED MC GUIRE 1935.
 CB0828'
 CB0828'REFERENCE MARK NO. 1--RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CB0828'NOT MEASURED.
 CB0828'
 CB0828'REFERENCE MARK NO. 2--DESTROYED.  POST WITH DISK LAYING ALONG
 CB0828'EAST RIGHT-OF-WAY OF GRAVEL ROAD.
 CB0828'
 CB0828'AZIMUTH MARK--NOT SEARCHED FOR AS IT IS NOT VISIBLE FROM THE
 CB0828'GROUND.
 CB0828
 CB0828                          STATION RECOVERY (1972)
 CB0828
 CB0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CB0828'REFERENCE MARKS 1 AND 2 WERE DESTROYED.
 CB0828
 CB0828                          STATION RECOVERY (1973)
 CB0828
 CB0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CB0828'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 CB0828'IN GOOD CONDITION.  THE SURFACE STATION MARK, AND REFERENCE MARKS
 CB0828'NO. 1 AND NO. 2 WERE FOUND UP-ROOTED.  THE STATION MARK AND
 CB0828'REFERENCE MARK NO. 1 WERE ACCIDENTLY PUSHED OUT WITH A BULLDOZER
 CB0828'WHEN CLEARING TREES FROM THE FARMYARD.  REFERENCE MARK NO. 2
 CB0828'WAS APPARENTLY GRADED OUT DURING ROAD IMPROVEMENTS.  THE DISKS
 CB0828'WERE REMOVED FROM THE STATION MARK AND REFERENCE MARK NO. 2 AT
 CB0828'THIS TIME.  REFERENCE MARK NO. 1 WAS RESET FOR USE AS
 CB0828'REFERENCE MARK NO. 3.  THE UNDERGROUND STATION MARK, WHICH IS
 CB0828'SET IN A DRILL HOLE IN BEDROCK, WAS LEFT AS FOUND.  A NEW
 CB0828'SURFACE STATION MARK AND REFERENCE MARK NO. 4 WERE SET.
 CB0828'
 CB0828'A NEW DESCRIPTION FOLLOWS--
 CB0828'
 CB0828'THE STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF SAN ANGELO,
 CB0828'13.5 MILES SOUTH OF BRONTE, AND 9 MILES NORTHWEST OF MILES, ABOUT
 CB0828'0.1 MILE SOUTH OF THE GREEN-COKE COUNTY LINE, IN THE ABANDONED
 CB0828'FARMSTEAD FORMERLY OWNED BY MR. W.A. MC GUIRE, ALONG THE EAST
 CB0828'SIDE OF A COUNTY ROAD.  THE PROPERTY IS PRESENTLY OWNED BY MR.
 CB0828'LEON KINCAID, AND FARMED BY MR. ANDREW SCHAEFER.
 CB0828'
 CB0828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND
 CB0828'277 AT THE OVERPASS 6 MILES NORTHEAST OF THE CENTER OF SAN ANGELO,
 CB0828'GO NORTHEAST ON HIGHWAY 67 FOR 6.0 MILES TO FARM ROAD 1692
 CB0828'ON THE LEFT, AND A SIGN, CLYDE ROACH STOCK FARM ON THE RIGHT,
 CB0828'TURN LEFT AND GO NORTH ON FARM ROAD 1692 FOR 4.2 MILES TO WHERE
 CB0828'THE MAIN ROAD CURVES RIGHT AND A SMALLER PAVED ROAD CONTINUES
 CB0828'STRAIGHT AHEAD NORTH, FOLLOW THE ROAD STRAIGHT AHEAD NORTH FOR
 CB0828'5.75 MILES TO A TRACK ROAD AND FARM GATE ON THE LEFT AND THE
 CB0828'STATION ON THE RIGHT AS DESCRIBED.
 CB0828'
 CB0828'THE STATION MARK IS A STANDARD DISK STAMPED MC GUIRE 1935 1973,
 CB0828'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 133
 CB0828'FEET SOUTH-SOUTHEAST OF THE WELL PIPE AT THE WINDMILL, 124 FEET
 CB0828'EAST OF THE CENTER OF THE COUNTY ROAD, 88 FEET EAST OF THE EAST
 CB0828'R.O.W. FENCE, AND 42 FEET SOUTH OF A CORRAL FENCE.
 CB0828'
 CB0828'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MC GUIRE 1935
 CB0828'NO 3 1973 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CB0828'6-INCHES.  IT IS ON LINE WITH A FENCE ACROSS THE ROAD THAT
 CB0828'LEADS TO THE WEST, 108 FEET SOUTH OF THE CORRAL FENCE, 36 FEET
 CB0828'EAST OF THE CENTER OF THE COUNTY ROAD, 1 FOOT EAST OF THE EAST
 CB0828'R.O.W. FENCE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 CB0828'
 CB0828'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MC GUIRE 1935 NO
 CB0828'4 1973, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 CB0828'IT IS AT THE WEST END OF THE CORRAL GATE, 104 FEET SOUTHWEST OF
 CB0828'THE WELL PIPE AT THE WINDMILL, 36 FEET EAST OF THE CENTER OF
 CB0828'THE ROAD, 2 FEET SOUTH OF THE CORRAL GATE POST, 1 FOOT EAST OF
 CB0828'THE EAST R.O.W. FENCE, AND 1.5 FEET SOUTH OF A METAL WITNESS
 CB0828'POST.
 CB0828'
 CB0828'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CB0828'MC GUIRE AZI 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH
 CB0828'PROJECTS 8-INCHES.  IT IS IN A PASTURE ON THE WEST SIDE OF A
 CB0828'CEDAR TREE, 325 FEET EAST OF THE FENCE ON THE WEST SIDE OF THE
 CB0828'PASTURE, 292 FEET NORTH OF THE FENCE POST AT THE NORTHWEST
 CB0828'CORNER OF A FIELD, AND 3.2 FEET SOUTH OF A METAL WITNESS POST.
 CB0828'
 CB0828'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH THRU THE
 CB0828'CORRAL GATE AND FOLLOW ALONG THE EAST SIDE OF THE EAST R.O.W.
 CB0828'FENCE 0.1 MILE TO A GATE AT THE NORTHWEST CORNER OF FENCED LOT,
 CB0828'GO THRU THE GATE AND FOLLOW TRACK ROAD NORTHERLY THRU PASTURE
 CB0828'0.25 MILE TO THE FENCE CORNER AT THE NORTHWEST CORNER OF FIELD,
 CB0828'CONTINUE NORTH 0.05 MILE TO THE MARK AS DESCRIBED.
 CB0828'
 CB0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9
 CB0828'MILES NW OF MILES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0532 ***********************************************************************
 BP0532  DESIGNATION -  MCHARV 1
 BP0532  PID         -  BP0532
 BP0532  STATE/COUNTY-  TX/JEFF DAVIS
 BP0532  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0532
 BP0532                         *CURRENT SURVEY CONTROL
 BP0532  ___________________________________________________________________
 BP0532* NAD 83(1986)-  30 38 11.     (N)    103 57 34.     (W)     SCALED    
 BP0532* NAVD 88     -      1628.878  (meters)    5344.08   (feet)  ADJUSTED  
 BP0532  ___________________________________________________________________
 BP0532  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0532  DYNAMIC HT  -        1626.136 (meters)    5335.08  (feet)  COMP
 BP0532  MODELED GRAV-     978,900.2   (mgal)                       NAVD 88
 BP0532
 BP0532  VERT ORDER  -  FIRST     CLASS I
 BP0532
 BP0532.The horizontal coordinates were scaled from a topographic map and have
 BP0532.an estimated accuracy of +/- 6 seconds.
 BP0532
 BP0532.The orthometric height was determined by differential leveling
 BP0532.and adjusted by the National Geodetic Survey in June 1991..
 BP0532
 BP0532.The geoid height was determined by GEOID03.
 BP0532
 BP0532.The dynamic height is computed by dividing the NAVD 88
 BP0532.geopotential number by the normal gravity value computed on the
 BP0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0532.degrees latitude (g = 980.6199 gals.).
 BP0532
 BP0532.The modeled gravity was interpolated from observed gravity values.
 BP0532
 BP0532;                    North         East    Units  Estimated Accuracy
 BP0532;SPC TX C     - 3,113,160.      352,480.      MT  (+/- 180 meters Scaled)
 BP0532
 BP0532                          SUPERSEDED SURVEY CONTROL
 BP0532
 BP0532  NGVD 29 (??/??/92) 1628.249  (m)         5342.01   (f) ADJ UNCH    1 1
 BP0532
 BP0532.Superseded values are not recommended for survey control.
 BP0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0532.See file dsdata.txt to determine how the superseded data were derived.
 BP0532
 BP0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP997897(NAD 83)
 BP0532_MARKER: DB = BENCH MARK DISK
 BP0532_SETTING: 66 = SET IN ROCK OUTCROP
 BP0532_SP_SET: ROCK OUTCROP
 BP0532_STAMPING: MCHARV BM 1 1980
 BP0532_MARK LOGO: NGS   
 BP0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0532+STABILITY: POSITION/ELEVATION WELL
 BP0532
 BP0532  HISTORY     - Date     Condition        Report By
 BP0532  HISTORY     - 1980     MONUMENTED       NGS
 BP0532  HISTORY     - 1987     GOOD             NGS
 BP0532  HISTORY     - 1988     GOOD             USPSQD
 BP0532  HISTORY     - 20030322 GOOD             USPSQD
 BP0532
 BP0532                          STATION DESCRIPTION
 BP0532
 BP0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BP0532'15.4 KM NW FROM FORT DAVIS.
 BP0532'2.1KM (1.3 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 BP0532'FORT DAVIS, THENCE 6.8 KM (4.25 MI) WEST ALONG STATE HIGHWAY 118 TO
 BP0532'A GRAVELED ROAD JUST BEFORE THE PRUDE RANCH ENTRANCE, THENCE 4.9 KM
 BP0532'(3.05 MI) NORTHEAST ALONG THE ROAD LEADING TO THE HARVARD UNIVERSITY
 BP0532'RADIO ASTRONOMY STATION, THENCE CONTINUE AHEAD 0.3 KM (0.2 MI) ON A
 BP0532'TRACK ROAD TO A METAL GATE, THENCE 0.16 KM (0.1 MI) SOUTHWEST ALONG A
 BP0532'FENCE TO A METAL GATE, THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG A FENCE
 BP0532'AND TRACK ROAD TO A RANCH POND, THENCE 0.4 KM (0.25 MI) SOUTHWEST TO
 BP0532'A TRACK ROAD LEADING NORTHWEST, THENCE 0.16 KM (0.1 MI) SOUTH ALONG
 BP0532'THE TRACK ROAD TO A LARGE PROMINENT OUTCROP, SET IN THE TOP CENTER
 BP0532'OF THE SOUTH EDGE OF THE OUTCROP, 40.2 METERS (132 FT) EAST OF THE
 BP0532'CENTER OF THE TRACK ROAD.
 BP0532'THE MARK IS 0.6 M ABOVE THE GROUND.
 BP0532
 BP0532                          STATION RECOVERY (1987)
 BP0532
 BP0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BP0532'RECOVERED IN GOOD CONDITION.
 BP0532
 BP0532                          STATION RECOVERY (1988)
 BP0532
 BP0532'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0532'RECOVERED IN GOOD CONDITION.
 BP0532
 BP0532                          STATION RECOVERY (2003)
 BP0532
 BP0532'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0533 ***********************************************************************
 BP0533  DESIGNATION -  MCHARV 2
 BP0533  PID         -  BP0533
 BP0533  STATE/COUNTY-  TX/JEFF DAVIS
 BP0533  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0533
 BP0533                         *CURRENT SURVEY CONTROL
 BP0533  ___________________________________________________________________
 BP0533* NAD 83(1986)-  30 38 01.     (N)    103 57 46.     (W)     SCALED    
 BP0533* NAVD 88     -      1679.429  (meters)    5509.93   (feet)  ADJUSTED  
 BP0533  ___________________________________________________________________
 BP0533  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0533  DYNAMIC HT  -        1676.601 (meters)    5500.65  (feet)  COMP
 BP0533  MODELED GRAV-     978,897.1   (mgal)                       NAVD 88
 BP0533
 BP0533  VERT ORDER  -  FIRST     CLASS I
 BP0533
 BP0533.The horizontal coordinates were scaled from a topographic map and have
 BP0533.an estimated accuracy of +/- 6 seconds.
 BP0533
 BP0533.The orthometric height was determined by differential leveling
 BP0533.and adjusted by the National Geodetic Survey in June 1991..
 BP0533.WARNING-Repeat measurements at this control monument indicate possible
 BP0533.vertical movement.
 BP0533
 BP0533.The geoid height was determined by GEOID03.
 BP0533
 BP0533.The dynamic height is computed by dividing the NAVD 88
 BP0533.geopotential number by the normal gravity value computed on the
 BP0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0533.degrees latitude (g = 980.6199 gals.).
 BP0533
 BP0533.The modeled gravity was interpolated from observed gravity values.
 BP0533
 BP0533;                    North         East    Units  Estimated Accuracy
 BP0533;SPC TX C     - 3,112,870.      352,150.      MT  (+/- 180 meters Scaled)
 BP0533
 BP0533                          SUPERSEDED SURVEY CONTROL
 BP0533
 BP0533.No superseded survey control is available for this station.
 BP0533
 BP0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP993894(NAD 83)
 BP0533_MARKER: DB = BENCH MARK DISK
 BP0533_SETTING: 66 = SET IN ROCK OUTCROP
 BP0533_SP_SET: ROCK OUTCROP
 BP0533_STAMPING: MCHARV BM 2 1980
 BP0533_MARK LOGO: NGS   
 BP0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0533+STABILITY: POSITION/ELEVATION WELL
 BP0533
 BP0533  HISTORY     - Date     Condition        Report By
 BP0533  HISTORY     - 1980     MONUMENTED       NGS
 BP0533  HISTORY     - 1987     GOOD             NGS
 BP0533  HISTORY     - 1988     GOOD             USPSQD
 BP0533  HISTORY     - 20030322 GOOD             USPSQD
 BP0533
 BP0533                          STATION DESCRIPTION
 BP0533
 BP0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BP0533'15.8 KM NW FROM FORT DAVIS.
 BP0533'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 BP0533'IN FORT DAVIS, THENCE 6.8 KM (4.25 MI) WEST ALONG STATE HIGHWAY 118
 BP0533'TO A GRAVELED ROAD JUST BEFORE THE PRUDE RANCH ENTRANCE, THENCE 4.9 KM
 BP0533'(3.05 MI) NORTHEAST ALONG THE ROAD LEADING TO THE HARVARD UNIVERSITY
 BP0533'RADIO ASTRONOMY STATION, THENCE CONTINUE AHEAD 0.3 MK (0.2 MI) ALONG
 BP0533'A TRACK ROAD TO A METAL GATE, THENCE 0.16 KM (0.1 MI) SOUTHWEST ALONG
 BP0533'A FENCE TO A METAL GATE, THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG A
 BP0533'FENCE AND TRACK ROAD TO A RANCH POND, THENCE 0.4 KM (0.25 MI)
 BP0533'SOUTHWEST TO A TRACK ROAD LEADING NORTHWEST, THENCE 0.8 KM (0.5 MI)
 BP0533'SOUTH ALONG A TRACK ROAD AND UP THE SLOPE OF THE MOUNTAIN, 3.5 METERS
 BP0533'(11.5 FT) EAST OF THE CENTER OF THE TRACK ROAD.
 BP0533'NOTE=THE MARK IS ON THE PROPERTY OF MR DON MCIVOR, FORT DAVIS, TEXAS.
 BP0533'A KEY FOR THE TWO METAL GATES MENTIONED MAY BE OBTAINED FROM MR
 BP0533'MCIVOR OR THE PHISICAL GROUNDS KEEPER AT MCDONALD OBSERVATORY.  BE
 BP0533'SURE TO CONTACT MR MCIVOR BEFORE USING THIS MARK.
 BP0533'THE MARK IS 0.30 METERS  SW FROM  STAINLESS STEEL ROD CEME
 BP0533'THE MARK IS 0.20 M BELOW THE TRACK ROAD.
 BP0533
 BP0533                          STATION RECOVERY (1987)
 BP0533
 BP0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BP0533'RECOVERED IN GOOD CONDITION, BUT THE DISK MAY BE SET IN A BURIED
 BP0533'BOULDER AT THE EDGE OF THE TRACK ROAD, INSTEAD OF ROCK OUTCROP.
 BP0533
 BP0533                          STATION RECOVERY (1988)
 BP0533
 BP0533'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0533'RECOVERED IN GOOD CONDITION.
 BP0533
 BP0533                          STATION RECOVERY (2003)
 BP0533
 BP0533'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1425 ***********************************************************************
 BZ1425  DESIGNATION -  MCHILL
 BZ1425  PID         -  BZ1425
 BZ1425  STATE/COUNTY-  TX/MCLENNAN
 BZ1425  USGS QUAD   -  AXTELL (1978)
 BZ1425
 BZ1425                         *CURRENT SURVEY CONTROL
 BZ1425  ___________________________________________________________________
 BZ1425* NAD 83(1993)-  31 42 44.53430(N)    096 56 06.37243(W)     ADJUSTED  
 BZ1425* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 BZ1425  ___________________________________________________________________
 BZ1425  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 BZ1425  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BZ1425
 BZ1425  HORZ ORDER  -  THIRD
 BZ1425
 BZ1425.The horizontal coordinates were established by classical geodetic methods
 BZ1425.and adjusted by the National Geodetic Survey in February 1996..
 BZ1425
 BZ1425.The orthometric height was scaled from a topographic map.
 BZ1425
 BZ1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1425
 BZ1425.The geoid height was determined by GEOID03.
 BZ1425
 BZ1425;                    North         East     Units Scale Factor Converg.
 BZ1425;SPC TX C     - 3,231,703.139 1,022,044.345   MT  0.99995855   +1 45 01.0
 BZ1425;SPC TX C     -10,602,679.38  3,353,157.16   sFT  0.99995855   +1 45 01.0
 BZ1425;SPC TXNC     - 2,006,173.415   748,347.494   MT  1.00014315   +0 51 12.5
 BZ1425;SPC TXNC     - 6,581,920.61  2,455,203.40   sFT  1.00014315   +0 51 12.5
 BZ1425;UTM  14      - 3,510,408.737   695,666.017   MT  1.00007220   +1 05 08.8
 BZ1425
 BZ1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1425!SPC TX C     -   0.99997585  x   0.99995855  =   0.99993440
 BZ1425!SPC TXNC     -   0.99997585  x   1.00014315  =   1.00011900
 BZ1425!UTM  14      -   0.99997585  x   1.00007220  =   1.00004805
 BZ1425
 BZ1425|---------------------------------------------------------------------|
 BZ1425| PID    Reference Object                     Distance      Geod. Az  |
 BZ1425|                                                           dddmmss.s |
 BZ1425| CV8829 MCHILL RM 1                          29.639 METERS 03200     |
 BZ1425| BZ1431 MOUNT CALM METH CH STEEPLE          APPROX. 7.2 KM 0450024.2 |
 BZ1425| CV8828 MCHILL AZ MK                                       2203956.3 |
 BZ1425| CV8830 MCHILL RM 2                          27.502 METERS 22958     |
 BZ1425|---------------------------------------------------------------------|
 BZ1425
 BZ1425                          SUPERSEDED SURVEY CONTROL
 BZ1425
 BZ1425  NAD 83(1986)-  31 42 44.54295(N)    096 56 06.35397(W) AD(       ) 3
 BZ1425  NAD 27      -  31 42 43.95400(N)    096 56 05.36900(W) AD(       ) 3
 BZ1425
 BZ1425.Superseded values are not recommended for survey control.
 BZ1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1425.See file dsdata.txt to determine how the superseded data were derived.
 BZ1425
 BZ1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA9566610409(NAD 83)
 BZ1425_MARKER: DS = TRIANGULATION STATION DISK
 BZ1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1425
 BZ1425  HISTORY     - Date     Condition        Report By
 BZ1425  HISTORY     - 1948     MONUMENTED       CGS
 BZ1425  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1425
 BZ1425                          STATION DESCRIPTION
 BZ1425
 BZ1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1425'STATION IS ABOUT 4.5 MILES SOUTHWEST OF MOUNT CALM ALONG THE
 BZ1425'NORTHWEST SIDE OF STATE HIGHWAY 31 ON THE APPROXIMATE
 BZ1425'MC LENNAN-HILL COUNTY LINE.  STATION IS 36 FEET NORTHWEST
 BZ1425'OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY, 20 FEET EAST
 BZ1425'OF A FENCECORNER AND 14 FEET EAST SOUTHEAST OF WITNESS POST.
 BZ1425'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 BZ1425'MC HILL 1948.
 BZ1425'
 BZ1425'REFERENCE MARK NO. 1 IS 97.24 FEET NORTH OF STATION, 50 FEET
 BZ1425'NORTHWEST OF THE APPROXIMATE CENTER LINE OF HIGHWAY AND 1 FOOT
 BZ1425'EAST SOUTHEAST OF FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 BZ1425'AND THE DISK IS STAMPED MC HILL NO 1 1948.
 BZ1425'
 BZ1425'REFERENCE MARK NO. 2 IS 90.23 FEET SOUTH SOUTHWEST OF STATION
 BZ1425'AND 52 FEET NORTHWEST OF THE APPROXIMATE CENTER LINE OF HIGHWAY.
 BZ1425'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 BZ1425'MC HILL NO 2 1948.
 BZ1425'
 BZ1425'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTHWEST OF STATION,
 BZ1425'51 FEET NORTHWEST OF APPROXIMATE CENTER LINE OF HIGHWAY, 9
 BZ1425'FEET NORTH OF A SMALL WILLOW TREE, 8 FEET SOUTHEAST OF FENCE LINE
 BZ1425'AND 6 FEET SOUTHEAST OF WHITE WITNESS POST.  THE MARK PROJECTS
 BZ1425'ABOUT 4 INCHES AND THE DISK IS STAMPED MC HILL 1948.
 BZ1425'
 BZ1425'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 31 AND
 BZ1425'SPUR 117 LEADING TO THE TOWN OF MOUNT CALM GO SOUTHWEST ON
 BZ1425'HIGHWAY 31 FOR 4.6 MILES TO COUNTY LINE AND STATION ON RIGHT
 BZ1425'AS DESCRIBED.  CONTINUE SOUTHWEST ON HIGHWAY 31 FOR 0.25 MILE
 BZ1425'TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 BZ1425'
 BZ1425'AN 87 FOOT SIGNAL AT STATION MC LENNAN IS VISIBLE AT 37 FEET.
 BZ1425'
 BZ1425'A 74 FOOT SIGNAL AT STATION WEST 1919 IS VISIBLE AT 15 FEET.
 BZ1425'
 BZ1425'A 74 FOOT SIGNAL AT STATION MOUNT CALM IS VISIBLE AT THE
 BZ1425'GROUND.
 BZ1425'
 BZ1425'A 74 FOOT SIGNAL AT STATION WILIE 1919 IS VISIBLE AT THE
 BZ1425'GROUND.
 BZ1425'
 BZ1425'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BZ1425
 BZ1425                          STATION RECOVERY (1995)
 BZ1425
 BZ1425'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0535 ***********************************************************************
 BP0535  DESIGNATION -  MCIVOR
 BP0535  PID         -  BP0535
 BP0535  STATE/COUNTY-  TX/JEFF DAVIS
 BP0535  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0535
 BP0535                         *CURRENT SURVEY CONTROL
 BP0535  ___________________________________________________________________
 BP0535* NAD 83(1993)-  30 38 05.17822(N)    103 57 46.10274(W)     ADJUSTED  
 BP0535* NAVD 88     -      1738.908  (meters)    5705.07   (feet)  ADJUSTED  
 BP0535  ___________________________________________________________________
 BP0535  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BP0535  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0535  DYNAMIC HT  -        1735.980 (meters)    5695.46  (feet)  COMP
 BP0535  MODELED GRAV-     978,894.9   (mgal)                       NAVD 88
 BP0535
 BP0535  HORZ ORDER  -  FIRST
 BP0535  VERT ORDER  -  FIRST     CLASS I
 BP0535
 BP0535.The horizontal coordinates were established by classical geodetic methods
 BP0535.and adjusted by the National Geodetic Survey in February 1996..
 BP0535
 BP0535.The orthometric height was determined by differential leveling
 BP0535.and adjusted by the National Geodetic Survey in June 1991..
 BP0535
 BP0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0535
 BP0535.The geoid height was determined by GEOID03.
 BP0535
 BP0535.The dynamic height is computed by dividing the NAVD 88
 BP0535.geopotential number by the normal gravity value computed on the
 BP0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0535.degrees latitude (g = 980.6199 gals.).
 BP0535
 BP0535.The modeled gravity was interpolated from observed gravity values.
 BP0535
 BP0535;                    North         East     Units Scale Factor Converg.
 BP0535;SPC TX C     - 3,112,994.726   352,151.603   MT  0.99990209   -1 52 09.8
 BP0535;SPC TX C     -10,213,216.86  1,155,350.72   sFT  0.99990209   -1 52 09.8
 BP0535;UTM  13      - 3,389,585.069   599,394.790   MT  0.99972187   +0 31 42.8
 BP0535
 BP0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0535!SPC TX C     -   0.99973032  x   0.99990209  =   0.99963244
 BP0535!UTM  13      -   0.99973032  x   0.99972187  =   0.99945227
 BP0535
 BP0535|---------------------------------------------------------------------|
 BP0535| PID    Reference Object                     Distance      Geod. Az  |
 BP0535|                                                           dddmmss.s |
 BP0535| BP0536 MCIVOR RM 1                          12.194 METERS 03217     |
 BP0535| BP0534 MCIVOR RM 2                          12.654 METERS 15138     |
 BP0535| BQ0410 BLUE RM 3                           APPROX. 9.6 KM 2164905.7 |
 BP0535|---------------------------------------------------------------------|
 BP0535
 BP0535                          SUPERSEDED SURVEY CONTROL
 BP0535
 BP0535  NAD 83(1986)-  30 38 05.17790(N)    103 57 46.10133(W) AD(       ) 1
 BP0535  NAD 27      -  30 38 04.62800(N)    103 57 44.43562(W) AD(       ) 1
 BP0535  NGVD 29 (07/19/86) 1737.6    (m)         5701.     (f) VERT ANG       
 BP0535
 BP0535.Superseded values are not recommended for survey control.
 BP0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0535.See file dsdata.txt to determine how the superseded data were derived.
 BP0535
 BP0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9939589585(NAD 83)
 BP0535_MARKER: DS = TRIANGULATION STATION DISK
 BP0535_SETTING: 66 = SET IN ROCK OUTCROP
 BP0535_SP_SET: ROCK OUTCROP
 BP0535_STAMPING: MCIVOR 1977
 BP0535_MARK LOGO: NGS   
 BP0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0535+STABILITY: POSITION/ELEVATION WELL
 BP0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0535+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BP0535
 BP0535  HISTORY     - Date     Condition        Report By
 BP0535  HISTORY     - 1977     MONUMENTED       NGS
 BP0535  HISTORY     - 1980     GOOD             NGS
 BP0535  HISTORY     - 1986     GOOD
 BP0535  HISTORY     - 1987     GOOD             NGS
 BP0535  HISTORY     - 1990     GOOD             USPSQD
 BP0535  HISTORY     - 20030322 GOOD             USPSQD
 BP0535
 BP0535                          STATION DESCRIPTION
 BP0535
 BP0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BP0535'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF THE MCDONALD
 BP0535'OBSERVATORY AT MOUNT LOCKE, 5 MILES NORTHWEST OF FORT DAVIS
 BP0535'AND IN A SADDLE BETWEEN TWO PEAKS ON PROPERTY OWNED BY DON
 BP0535'MCIVOR, FORT DAVIS, TEXAS. TELEPHONE 915-426-3324.
 BP0535'
 BP0535'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BP0535'NORTH ON STATE HIGHWAYS 17 AND 118 FOR 1.3 MILES TO A FORK,
 BP0535'BEAR LEFT AND GO NORTHERLY ON STATE HIGHWAY 118 FOR 4.25 MILES
 BP0535'TO A GRAVEL RANCH ROAD RIGHT, JUST BEFORE REACHING THE ENTRANCE
 BP0535'TO THE PRUDE RANCH. TURN RIGHT AND GO NORTHEASTERLY ON THE
 BP0535'GRAVEL ROAD FOR 1.3 MILES TO A FORK, BEAR LEFT AND GO 0.05
 BP0535'MILE TO A FORK. BEAR RIGHT AND FOLLOW A TRACK ROAD FOR 0.35
 BP0535'MILE TO A FENCE AND A LOCKED GATE. (THE KEY FOR THE LOCK ON
 BP0535'THE GATE CAN BE OBTAINED FROM THE MCDONALD OBSERVATORY).  PASS
 BP0535'THROUGH THE GATE AND GO NORTHWESTERLY ON A TRACK ROAD
 BP0535'ACROSS A PASTURE FOR 0.5 MILE TO ROUGH, NARROW TRACK ROAD
 BP0535'UPHILL.  FOLLOW THE TRACK ROAD UPHILL FOR 0.65 MILE TO THE
 BP0535'TOP OF A RIDGE IN A SADDLE BETWEEN TWO HIGHER POINTS, THE
 BP0535'END OF THE TRACK ROAD AND THE STATION.
 BP0535'
 BP0535'THE STATION MARK, STAMPED---MCIVOR 1977---, IS A STANDARD DISK
 BP0535'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS ABOUT 11
 BP0535'PACES SOUTH OF THE END OF THE TRACK ROAD. THERE WERE NO
 BP0535'SUITABLE LANDMARKS TO REFERENCE TO.
 BP0535'
 BP0535'REFERENCE MARK 1, STAMPED---MCIVOR NO 1 1977---, IS A STANDARD
 BP0535'DISK CEMENTED IN A DRILL HOLE IN AN EXPOSED OUTCROP OF BEDROCK.
 BP0535'THERE WERE NO SUITABLE LANDMARKS TO REFERENCE TO.
 BP0535'
 BP0535'REFERENCE MARK 2, STAMPED---MCIVOR NO 2 1977---, IS A STANDARD
 BP0535'DISK CEMENTED IN A DRILL HOLE IN AN EXPOSED LEDGE OF
 BP0535'REFERENCE MEASUREMENTS.
 BP0535'
 BP0535'STATION HARVARD CAN BE USED AS THE AZIMUTH MARK.
 BP0535'
 BP0535'A NARROW WHEEL BASE 4-WHEEL DRIVE VEHICLE IS NEEDED.
 BP0535'
 BP0535'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 BP0535
 BP0535                          STATION RECOVERY (1980)
 BP0535
 BP0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BP0535'16.2 KM NW FROM FORT DAVIS.
 BP0535'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 BP0535'IN FORT DAVIS, THENCE 6.8 KM (4.25 MI) WEST ALONG STATE HIGHWAY 118
 BP0535'TO A GRAVELD ROAD JUST BEFORE THE ENTRANCE TO THE PRUDE RANCH, THENCE
 BP0535'4.9 KM (3.05 MI) NORTHEAST ALONG THE ROAD LEADING TO THE HARVARD
 BP0535'UNIVERSITY RADIO ASTRONOMY STATION, THENCE CONTINUE AHEAD 0.3 KM
 BP0535'(0.2 MI) ALONG A TRACK ROAD TO A METAL GATE, THENCE 0.16 KM (0.1 MI)
 BP0535'SOUTHWEST ALONG A FENCE TO A METAL GATE, THENCE O.5 KM (0.3 MI)
 BP0535'NORTHWEST ALONG A FENCE AND TRACK ROAD TO A RANCH POND, THENCE 0.4
 BP0535'KM (0.25 MI) SOUTHWEST TO A TRACK ROAD LEADING NORTHWEST,THENCE 1.2
 BP0535'KM (0.8 MI) SOUTH AND WEST UP VERY STEEP NARROW ROAD TO THE SUMMIT
 BP0535'OF THE MOUNTAIN AND THE DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 BP0535'BEDROCK, 12.2 METERS (40.0 FT) SOUTH-SOUTHWEST OF MCIVOR RM 1 AND
 BP0535'12.7 METERS (41.5 FT NORTH-NORTHWEST OF MCIVOR RM 2.
 BP0535'NOTE=THE MARK IS ON THE PROPERTY OF MR DON MCIVOR OF FORT DAVIS,
 BP0535'TEXAS.  CONTACT MR MCIVOR BEFORE DRIVING TO THE MARK.  THE METAL GATES
 BP0535'MENTIONED IN THE DESCRIPTION ARE LOCKED AND A KEY MAY BE OBTAINED
 BP0535'FROM MR MCIVOR OR THE PHYSICAL GROUNDS KEEPER AT MCDONALD OBSERVATORY.
 BP0535'A NARROW GAGE WHEEL DRIVE VEHICLE IS NEEDED TO DRIVE TO THIS MARK.
 BP0535'THE MARK IS ABOVE LEVEL WITH GROUND SURFACE.
 BP0535
 BP0535                          STATION RECOVERY (1986)
 BP0535
 BP0535'RECOVERED 1986
 BP0535'RECOVERED IN GOOD CONDITION.
 BP0535
 BP0535                          STATION RECOVERY (1987)
 BP0535
 BP0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BP0535'RECOVERED IN GOOD CONDITION.
 BP0535
 BP0535                          STATION RECOVERY (1990)
 BP0535
 BP0535'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 BP0535'RECOVERED IN GOOD CONDITION.
 BP0535
 BP0535                          STATION RECOVERY (2003)
 BP0535
 BP0535'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0536 ***********************************************************************
 BP0536  DESIGNATION -  MCIVOR RM 1
 BP0536  PID         -  BP0536
 BP0536  STATE/COUNTY-  TX/JEFF DAVIS
 BP0536  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0536
 BP0536                         *CURRENT SURVEY CONTROL
 BP0536  ___________________________________________________________________
 BP0536* NAD 83(1986)-  30 38 05.     (N)    103 57 46.     (W)     SCALED    
 BP0536* NAVD 88     -      1739.042  (meters)    5705.51   (feet)  ADJUSTED  
 BP0536  ___________________________________________________________________
 BP0536  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0536  DYNAMIC HT  -        1736.113 (meters)    5695.90  (feet)  COMP
 BP0536  MODELED GRAV-     978,894.9   (mgal)                       NAVD 88
 BP0536
 BP0536  VERT ORDER  -  FIRST     CLASS I
 BP0536
 BP0536.The horizontal coordinates were scaled from a topographic map and have
 BP0536.an estimated accuracy of +/- 6 seconds.
 BP0536
 BP0536.The orthometric height was determined by differential leveling
 BP0536.and adjusted by the National Geodetic Survey in June 1991..
 BP0536
 BP0536.The geoid height was determined by GEOID03.
 BP0536
 BP0536.The dynamic height is computed by dividing the NAVD 88
 BP0536.geopotential number by the normal gravity value computed on the
 BP0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0536.degrees latitude (g = 980.6199 gals.).
 BP0536
 BP0536.The modeled gravity was interpolated from observed gravity values.
 BP0536
 BP0536;                    North         East    Units  Estimated Accuracy
 BP0536;SPC TX C     - 3,112,990.      352,150.      MT  (+/- 180 meters Scaled)
 BP0536
 BP0536                          SUPERSEDED SURVEY CONTROL
 BP0536
 BP0536.No superseded survey control is available for this station.
 BP0536
 BP0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP993895(NAD 83)
 BP0536_MARKER: DR = REFERENCE MARK DISK
 BP0536_SETTING: 66 = SET IN ROCK OUTCROP
 BP0536_SP_SET: ROCK OUTCROP
 BP0536_STAMPING: MCIVOR NO 1 1977
 BP0536_MARK LOGO: NGS   
 BP0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0536+STABILITY: POSITION/ELEVATION WELL
 BP0536
 BP0536  HISTORY     - Date     Condition        Report By
 BP0536  HISTORY     - 1977     MONUMENTED       NGS
 BP0536  HISTORY     - 1980     GOOD             NGS
 BP0536  HISTORY     - 1987     GOOD             NGS
 BP0536  HISTORY     - 1988     GOOD             USPSQD
 BP0536  HISTORY     - 20030322 GOOD             USPSQD
 BP0536
 BP0536                          STATION DESCRIPTION
 BP0536
 BP0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BP0536'16.2 KM NW FROM FORT DAVIS.
 BP0536'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 BP0536'FORT DAVIS, THENCE 6.8 KM (4.25 MI) WEST ALONG STATE HIGHWAY 118 TO A
 BP0536'GRAVELED ROAD JUST BEFORE THE ENTRANCE TO THE PRUDE RANCH, THENCE 4.9
 BP0536'KM (3.05 MI) NORTHEAST ALONG THE ROAD LEADING TO THE HARVARD
 BP0536'UNIVERSITY RADIO ASTRONOMY STATION, THENCE CONTINUE AHEAD 0.3 KM
 BP0536'(0.2 MI) ALONG A TRACK ROAD TO A METAL GATE, THENCE0.16 KM (0.1 MI)
 BP0536'SOUTHWEST ALONG A FENCE TO A METAL GATE, THENCE 0.5 KM (0.3 MI)
 BP0536'NORTHWEST ALONG A FENCE AND TRACK ROAD TO A RANCH POND, THENCE 0.4
 BP0536'KM (0.25 MI) SOUTHWEST TO A TRACK ROAD LEADING NORTHWEST, THENCE 1.2
 BP0536'KM (0.8 MI) SOUTH AND WEST UP A VERY STEEP NARROW ROAD TO THE SUMMIT
 BP0536'OF THE MOUNTAIN AND THE MARK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 BP0536'BEDROCK, 12.7 METERS (41.5 FT) SOUTH-SOUTHEAST OF TRIANGULATION
 BP0536'STATION MCIVOR 1977 AND 21.44 METERS (70.36 FT) SOUTH OF MCIVOR RM 1.
 BP0536'NOTE=THE MARK IS ON THE PROPERTY OF MR DON MCIVOR OF FORT DAVIS,
 BP0536'TEXAS.  CONTACT MR MCIVOR BEFORE DRIVING TO THE MARK.  THE GATES
 BP0536'MENTIONED IN THE DESCRIPTION ARE LOCKED AND A KEY MAY BE OBTAINED
 BP0536'FROM MR MCIVOR OR FROM THE PHYSICAL GROUNDS KEEPER AT MCDONALD
 BP0536'OBSERVATORY.  A NARROW GAGE 4-WHEEL DRIVE VEHICLE IS NEEDED TO DRIVE
 BP0536'TO THE MARK.
 BP0536'THE MARK IS ABOVE LEVEL WITH GROUND SURFACE.
 BP0536
 BP0536                          STATION RECOVERY (1987)
 BP0536
 BP0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BP0536'RECOVERED IN GOOD CONDITION.
 BP0536
 BP0536                          STATION RECOVERY (1988)
 BP0536
 BP0536'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0536'RECOVERED IN GOOD CONDITION.
 BP0536
 BP0536                          STATION RECOVERY (2003)
 BP0536
 BP0536'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0534 ***********************************************************************
 BP0534  DESIGNATION -  MCIVOR RM 2
 BP0534  PID         -  BP0534
 BP0534  STATE/COUNTY-  TX/JEFF DAVIS
 BP0534  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0534
 BP0534                         *CURRENT SURVEY CONTROL
 BP0534  ___________________________________________________________________
 BP0534* NAD 83(1986)-  30 38 05.     (N)    103 57 46.     (W)     SCALED    
 BP0534* NAVD 88     -      1738.252  (meters)    5702.92   (feet)  ADJUSTED  
 BP0534  ___________________________________________________________________
 BP0534  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0534  DYNAMIC HT  -        1735.324 (meters)    5693.31  (feet)  COMP
 BP0534  MODELED GRAV-     978,894.9   (mgal)                       NAVD 88
 BP0534  OBS GRAVITY -     978,893.9   (mgal)                       GRAV_OBS
 BP0534
 BP0534  VERT ORDER  -  FIRST     CLASS I
 BP0534
 BP0534.The horizontal coordinates were scaled from a topographic map and have
 BP0534.an estimated accuracy of +/- 6 seconds.
 BP0534
 BP0534.The orthometric height was determined by differential leveling
 BP0534.and adjusted by the National Geodetic Survey in June 1991..
 BP0534
 BP0534.The geoid height was determined by GEOID03.
 BP0534
 BP0534.The dynamic height is computed by dividing the NAVD 88
 BP0534.geopotential number by the normal gravity value computed on the
 BP0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0534.degrees latitude (g = 980.6199 gals.).
 BP0534
 BP0534.The modeled gravity was interpolated from observed gravity values.
 BP0534.The observed gravity was obtained from relative gravimeter ties
 BP0534.to the IGSN71 gravity network.
 BP0534
 BP0534;                    North         East    Units  Estimated Accuracy
 BP0534;SPC TX C     - 3,112,990.      352,150.      MT  (+/- 180 meters Scaled)
 BP0534
 BP0534                          SUPERSEDED SURVEY CONTROL
 BP0534
 BP0534.No superseded survey control is available for this station.
 BP0534
 BP0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP993895(NAD 83)
 BP0534_MARKER: DR = REFERENCE MARK DISK
 BP0534_SETTING: 66 = SET IN ROCK OUTCROP
 BP0534_SP_SET: ROCK OUTCROP
 BP0534_STAMPING: MCIVOR NO 2 1977
 BP0534_MARK LOGO: NGS   
 BP0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0534+STABILITY: POSITION/ELEVATION WELL
 BP0534
 BP0534  HISTORY     - Date     Condition        Report By
 BP0534  HISTORY     - 1977     MONUMENTED       NGS
 BP0534  HISTORY     - 1980     GOOD             NGS
 BP0534  HISTORY     - 1987     GOOD             NGS
 BP0534  HISTORY     - 1988     GOOD             USPSQD
 BP0534  HISTORY     - 20030322 GOOD             USPSQD
 BP0534
 BP0534                          STATION DESCRIPTION
 BP0534
 BP0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BP0534'16.2 KM NW FROM FORT DAVIS.
 BP0534'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 BP0534'FORT DAVIS, THENCE 6.8 KM (4.25 MI) WEST ALONG STATE HIGHWAY 118 TO
 BP0534'A GRAVELED ROAD JUST BEFORE THE ENTRANCE TO THE PRUDE RANCH, THENCE
 BP0534'4.9 KM (3.05 MI) NORTHEAST ALONG THE ROAD LEADING TO THE HARVARD
 BP0534'UNIVERSITY RADIO ASTRONOMY STATION, THENCE CONTINUE AHEAD 0.3 KM
 BP0534'(0.2 MI) ALONG A TRACK ROAD TO A METAL GATE, THENCE 0.16 KM (0.1 MI)
 BP0534'SOUTHWEST ALONG A FENCE TO A METAL GATE, THENCE 0.5 KM (0.25 MI)
 BP0534'NORTHWEST ALONG A FENCE AND TRACK ROAD TO A RANCH POND, THENCE 0.4
 BP0534'KM (0.25 MI) SOUTHWEST TO A TRACK ROAD LEADING NORTHWEST,THENCE 1.2
 BP0534'KM (0.8 MI) SOUTH AND WEST UP VERY STEEP NARROW ROAD TO THE SUMMIT
 BP0534'OF THE MOUNTAIN AND THE DISK CEMENTED IN A DRILLED HOLE IN AN
 BP0534'EXPOSED LEDGE OF BEDROCK, 12.7 METERS (41.5 FT) SOUTH-SOUTHEAST OF
 BP0534'TRIANGULATION STATION MCIVOR 1977.
 BP0534'NOTE=THE MARK IS ON THE PROPERTY OF MR DON MCIVOR OF FORT DAVIS,
 BP0534'TEXAS.  CONTACT MR MCIVOR BEFORE DRIVING TO THE MARK.  THE METAL
 BP0534'GATES ARE LOCKED AND A KEY MAY BE OBTAINED FROM MR MCIVOR OR THE
 BP0534'PHYSICAL GROUNDS KEEPER AT MCDONALD OBSERVATORY.  A NARROW GAGE
 BP0534'4-WHEEL DRIVE VEHICLE IS NEEDED TO DRIVE TO THIS MARK.
 BP0534'THE MARK IS ABOVE LEVEL WITH GROUND SURFACE.
 BP0534
 BP0534                          STATION RECOVERY (1987)
 BP0534
 BP0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BP0534'RECOVERED IN GOOD CONDITION.
 BP0534
 BP0534                          STATION RECOVERY (1988)
 BP0534
 BP0534'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0534'RECOVERED IN GOOD CONDITION.
 BP0534
 BP0534                          STATION RECOVERY (2003)
 BP0534
 BP0534'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1400 ***********************************************************************
 DM1400  DESIGNATION -  MCKEEVER
 DM1400  PID         -  DM1400
 DM1400  STATE/COUNTY-  TX/HOPKINS
 DM1400  USGS QUAD   -  SULPHUR SPRINGS SE (1964)
 DM1400
 DM1400                         *CURRENT SURVEY CONTROL
 DM1400  ___________________________________________________________________
 DM1400* NAD 83(1993)-  33 00 47.06861(N)    095 35 34.47749(W)     ADJUSTED  
 DM1400* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 DM1400  ___________________________________________________________________
 DM1400  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DM1400  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DM1400
 DM1400  HORZ ORDER  -  SECOND
 DM1400
 DM1400.The horizontal coordinates were established by classical geodetic methods
 DM1400.and adjusted by the National Geodetic Survey in February 1996..
 DM1400
 DM1400.The orthometric height was scaled from a topographic map.
 DM1400
 DM1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1400
 DM1400.The geoid height was determined by GEOID03.
 DM1400
 DM1400;                    North         East     Units Scale Factor Converg.
 DM1400;SPC TXNC     - 2,153,060.450   871,567.588   MT  0.99987285   +1 35 07.8
 DM1400;SPC TXNC     - 7,063,832.49  2,859,467.99   sFT  0.99987285   +1 35 07.8
 DM1400;UTM  15      - 3,655,723.713   257,782.991   MT  1.00032345   -1 24 48.2
 DM1400
 DM1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1400!SPC TXNC     -   0.99997805  x   0.99987285  =   0.99985090
 DM1400!UTM  15      -   0.99997805  x   1.00032345  =   1.00030149
 DM1400
 DM1400:                Primary Azimuth Mark                     Grid Az
 DM1400:SPC TXNC     -  SULPHUR SPRINGS SE MUN TANK              358 35 43.7
 DM1400:UTM  15      -  SULPHUR SPRINGS SE MUN TANK              001 35 39.7
 DM1400
 DM1400|---------------------------------------------------------------------|
 DM1400| PID    Reference Object                     Distance      Geod. Az  |
 DM1400|                                                           dddmmss.s |
 DM1400| DM1394 SULPHUR SPRINGS SE MUN TANK         APPROX.12.7 KM 0001051.5 |
 DM1400| CY1621 MCKEEVER RM 1                        21.627 METERS 10743     |
 DM1400| CY1622 MCKEEVER RM 2                        32.300 METERS 17649     |
 DM1400| CY1620 MCKEEVER AZ MK                                     2294623.9 |
 DM1400| DM1393 SULPHUR SPRINGS MUNICIPAL TK        APPROX.13.8 KM 3555147.6 |
 DM1400|---------------------------------------------------------------------|
 DM1400
 DM1400                          SUPERSEDED SURVEY CONTROL
 DM1400
 DM1400  NAD 83(1993)-  33 00 47.07246(N)    095 35 34.47290(W) AD(       ) 2
 DM1400  NAD 83(1986)-  33 00 47.07476(N)    095 35 34.46486(W) AD(       ) 2
 DM1400  NAD 27      -  33 00 46.65420(N)    095 35 33.62300(W) AD(       ) 2
 DM1400
 DM1400.Superseded values are not recommended for survey control.
 DM1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1400.See file dsdata.txt to determine how the superseded data were derived.
 DM1400
 DM1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5778355724(NAD 83)
 DM1400_MARKER: DS = TRIANGULATION STATION DISK
 DM1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1400
 DM1400  HISTORY     - Date     Condition        Report By
 DM1400  HISTORY     - 1957     MONUMENTED       CGS
 DM1400  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 DM1400
 DM1400                          STATION DESCRIPTION
 DM1400
 DM1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1400'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHWEST OF YANTIS
 DM1400'AND ABOUT 8.5 MILES SOUTH-SOUTHEAST OF SULPHUR SPRINGS.  IT IS
 DM1400'SET IN A FARM YARD ON LAND OWNED BY MR. BOB MC KEEVER.  IT
 DM1400'IS 88 FEET SOUTH-SOUTHEAST OF A POWER POLE NEAR THE HOUSE,
 DM1400'43 FEET EAST OF A BOARD CORRAL, AND 70 FEET NORTHWEST OF A
 DM1400'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND IS
 DM1400'STAMPED MC KEEVER 1957.
 DM1400'
 DM1400'REFERENCE MARK NO. 1 IS 71 FEET EAST OF THE STATION AND IS SET
 DM1400'IN A NORTHWEST-SOUTHEAST FENCE LINE, 57.5 FEET NORTH OF A BARN,
 DM1400'AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK IS FLUSH WITH
 DM1400'THE GROUND AND IS STAMPED MC KEEVER NO 1 1957.
 DM1400'
 DM1400'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE 70 FEET EAST
 DM1400'OF A BUILDING.  IT IS A FLUSH MARK AND IS STAMPED MC KEEVER
 DM1400'NO 2 1957.
 DM1400'
 DM1400'THE AZIMUTH MARK IS LOCATED 50 FEET EAST-NORTHEAST OF THE
 DM1400'CENTER OF STATE HIGHWAY 154, 15 FEET NORTH-NORTHWEST OF THE
 DM1400'CENTER OF A DIRT ROAD, 1.5 FEET NORTH OF A FENCE CORNER, AND
 DM1400'2 FEET NORTH-NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 DM1400'4 INCHES AND IS STAMPED MC KEEVER 1957.
 DM1400'
 DM1400'THE STATION IS REACHED FROM THE POST OFFICE IN YANTIS AT THE
 DM1400'JUNCTION OF STATE HIGHWAY 154 AND FARM ROAD 117 BY GOING NORTH
 DM1400'ON STATE HIGHWAY 154 FOR 5.3 MILES TO A SIDE ROAD RIGHT AND
 DM1400'THE AZIMUTH MARK.  TURN RIGHT ON THE DIRT ROAD AND GO 0.3 MILE TO
 DM1400'A FORK, TAKE LEFT FORK AND CONTINUE FOR 0.25 MILE TO THE FARM
 DM1400'YARD AND STATION AS DESCRIBED.
 DM1400'
 DM1400'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1400
 DM1400                          STATION RECOVERY (1995)
 DM1400
 DM1400'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0566 ***********************************************************************
 DP0566  DESIGNATION -  MCKENZIE
 DP0566  PID         -  DP0566
 DP0566  STATE/COUNTY-  TX/DICKENS
 DP0566  USGS QUAD   -  DICKENS NORTH (1981)
 DP0566
 DP0566                         *CURRENT SURVEY CONTROL
 DP0566  ___________________________________________________________________
 DP0566* NAD 83(1993)-  33 38 26.65523(N)    100 51 08.77213(W)     ADJUSTED  
 DP0566* NAVD 88     -       878.     (meters)    2881.     (feet)  SCALED    
 DP0566  ___________________________________________________________________
 DP0566  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 DP0566  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DP0566
 DP0566  HORZ ORDER  -  FIRST
 DP0566
 DP0566.The horizontal coordinates were established by classical geodetic methods
 DP0566.and adjusted by the National Geodetic Survey in February 1996..
 DP0566
 DP0566.The orthometric height was scaled from a topographic map.
 DP0566
 DP0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0566
 DP0566.The geoid height was determined by GEOID03.
 DP0566
 DP0566;                    North         East     Units Scale Factor Converg.
 DP0566;SPC TXNC     - 2,221,352.517   381,794.522   MT  0.99992535   -1 16 58.8
 DP0566;SPC TXNC     - 7,287,887.38  1,252,604.19   sFT  0.99992535   -1 16 58.8
 DP0566;UTM  14      - 3,723,861.677   328,203.029   MT  0.99996387   -1 01 35.3
 DP0566
 DP0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0566!SPC TXNC     -   0.99986625  x   0.99992535  =   0.99979161
 DP0566!UTM  14      -   0.99986625  x   0.99996387  =   0.99983012
 DP0566
 DP0566:                Primary Azimuth Mark                     Grid Az
 DP0566:SPC TXNC     -  MCKENZIE AZ MK                           096 31 03.3
 DP0566:UTM  14      -  MCKENZIE AZ MK                           096 15 39.8
 DP0566
 DP0566|---------------------------------------------------------------------|
 DP0566| PID    Reference Object                     Distance      Geod. Az  |
 DP0566|                                                           dddmmss.s |
 DP0566| CX7740 MCKENZIE AZ MK                                     0951404.5 |
 DP0566| CX7741 MCKENZIE RM 1                        46.842 METERS 26544     |
 DP0566| CX7742 MCKENZIE RM 2                        22.998 METERS 32808     |
 DP0566|---------------------------------------------------------------------|
 DP0566
 DP0566                          SUPERSEDED SURVEY CONTROL
 DP0566
 DP0566  NAD 83(1993)-  33 38 26.65866(N)    100 51 08.77077(W) AD(       ) 1
 DP0566  NAD 83(1986)-  33 38 26.66084(N)    100 51 08.76519(W) AD(       ) 1
 DP0566  NAD 27      -  33 38 26.36100(N)    100 51 07.27800(W) AD(       ) 1
 DP0566
 DP0566.Superseded values are not recommended for survey control.
 DP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0566.See file dsdata.txt to determine how the superseded data were derived.
 DP0566
 DP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2820323862(NAD 83)
 DP0566_MARKER: DS = TRIANGULATION STATION DISK
 DP0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0566_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0566
 DP0566  HISTORY     - Date     Condition        Report By
 DP0566  HISTORY     - 1935     MONUMENTED       CGS
 DP0566  HISTORY     - 1938     GOOD             TXHD
 DP0566  HISTORY     - 1961     GOOD             CGS
 DP0566
 DP0566                          STATION DESCRIPTION
 DP0566
 DP0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0566'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33100-4, STATION 1005.
 DP0566
 DP0566                          STATION RECOVERY (1938)
 DP0566
 DP0566'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0566'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 DP0566'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0566
 DP0566                          STATION RECOVERY (1961)
 DP0566
 DP0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 DP0566'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 DP0566'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 DP0566'FOUND.  A NEW DESCRIPTION FOLLOWS--
 DP0566'
 DP0566'THE STATION IS LOCATED ON TOP OF A SHARP, PROMINENT PEAK
 DP0566'(KNOWN LOCALLY AS DICKENS OR MC KENZIE PEAK) ABOUT 1.5 MILE
 DP0566'NW OF COURTHOUSE IN DICKENS.
 DP0566'
 DP0566'TO REACH THE STATION FROM THE DICKENS COUNTY COURTHOUSE IN
 DP0566'DICKENS, GO WEST ON U.S. HIGHWAY NO. 82 FOR 0.4 MILE TO THE
 DP0566'JUNCTION OF STATE HIGHWAY NO. 70.  TURN RIGHT AND GO NORTH ON
 DP0566'STATE HIGHWAY NO. 70 FOR 1.35 MILES TO A SIDE ROAD ON THE
 DP0566'LEFT AND CATTLE GUARD.  TURN LEFT AND GO WEST ON A DIRT ROAD
 DP0566'FOR 0.5 MILE TO A CATTLE GUARD.  CONTINUE SOUTHWEST FOR .25
 DP0566'MILE TO FOOT OF HILL AND ETT.  FROM THIS POINT PACK ABOUT 150
 DP0566'FEET TO TOP OF HILL AND STATION.
 DP0566'
 DP0566'STATION MARK, A STANDARD DISK, STAMPED MC KENZIE 1935, IS SET
 DP0566'IN CONCRETE AT THE CENTER OF A 12 INCH CONCRETE CYLINDER
 DP0566'WHICH PROJECTS 12 INCHES.  IT IS ON THE HIGHEST PART OF A SMALL
 DP0566'PEAK.
 DP0566'
 DP0566'REFERENCE MARK NO 1, A STANDARD DISK STAMPED MC KENZIE NO 1 1935,
 DP0566'IS SET IN CONCRETE AT THE CENTER OF A 12 INCH CONCRETE CYLINDER
 DP0566'WHICH PROJECTS 14 INCHES.  IT IS 47 FEET WEST OF A TOMBSTONE
 DP0566'ENGRAVED, WINNIE A GOOD HUNTER.
 DP0566'
 DP0566'REFERENCE MARK NO 2, A STANDARD DISK STAMPED MC KENZIE NO 2
 DP0566'1935, IS SET IN CONCRETE AT THE CENTER OF A 12 INCH CONCRETE
 DP0566'CYLINDER WHICH PROJECTS 6 INCHES.  IT IS 115 FEET NORTHEAST
 DP0566'OF A TOMBSTONE ENGRAVED, WINNIE A GOOD HUNTER.
 DP0566'
 DP0566'HEIGHT OF LIGHT ABOVE STATION MARK- 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0829 ***********************************************************************
 BP0829  DESIGNATION -  MCKENZIE
 BP0829  PID         -  BP0829
 BP0829  STATE/COUNTY-  TX/PECOS
 BP0829  USGS QUAD   -  SKYSCRAPER PEAK (1969)
 BP0829
 BP0829                         *CURRENT SURVEY CONTROL
 BP0829  ___________________________________________________________________
 BP0829* NAD 83(1993)-  30 45 47.33235(N)    102 28 51.78447(W)     ADJUSTED  
 BP0829* NAVD 88     -       952.     (meters)    3123.     (feet)  SCALED    
 BP0829  ___________________________________________________________________
 BP0829  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BP0829  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 BP0829
 BP0829  HORZ ORDER  -  THIRD
 BP0829
 BP0829.The horizontal coordinates were established by classical geodetic methods
 BP0829.and adjusted by the National Geodetic Survey in February 1996..
 BP0829
 BP0829.The orthometric height was scaled from a topographic map.
 BP0829
 BP0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0829
 BP0829.The geoid height was determined by GEOID03.
 BP0829
 BP0829;                    North         East     Units Scale Factor Converg.
 BP0829;SPC TX C     - 3,123,535.110   494,413.891   MT  0.99989034   -1 06 22.3
 BP0829;SPC TX C     -10,247,798.11  1,622,089.57   sFT  0.99989034   -1 06 22.3
 BP0829;UTM  13      - 3,406,065.210   741,103.724   MT  1.00031715   +1 17 20.5
 BP0829
 BP0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0829!SPC TX C     -   0.99985411  x   0.99989034  =   0.99974447
 BP0829!UTM  13      -   0.99985411  x   1.00031715  =   1.00017121
 BP0829
 BP0829:                Primary Azimuth Mark                     Grid Az
 BP0829:SPC TX C     -  TOWER                                    094 48 57.5
 BP0829:UTM  13      -  TOWER                                    092 25 14.7
 BP0829
 BP0829|---------------------------------------------------------------------|
 BP0829| PID    Reference Object                     Distance      Geod. Az  |
 BP0829|                                                           dddmmss.s |
 BP0829| BP0828 TOWER                               APPROX.18.6 KM 0934235.2 |
 BP0829|---------------------------------------------------------------------|
 BP0829
 BP0829                          SUPERSEDED SURVEY CONTROL
 BP0829
 BP0829  NAD 83(1986)-  30 45 47.33741(N)    102 28 51.77504(W) AD(       ) 3
 BP0829  NAD 27      -  30 45 46.76080(N)    102 28 50.26646(W) AD(       ) 3
 BP0829
 BP0829.Superseded values are not recommended for survey control.
 BP0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0829.See file dsdata.txt to determine how the superseded data were derived.
 BP0829
 BP0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ4110406065(NAD 83)
 BP0829_MARKER: DD = SURVEY DISK
 BP0829_SETTING: 80 = SET IN A BOULDER
 BP0829_SP_SET: PARTIALLY EXPOSED BOULDER
 BP0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0829+STABILITY: SURFACE MOTION
 BP0829
 BP0829  HISTORY     - Date     Condition        Report By
 BP0829  HISTORY     - 1920     MONUMENTED       USGS
 BP0829
 BP0829                          STATION DESCRIPTION
 BP0829
 BP0829'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 BP0829'THE STATION IS LOCATED ON THE HIGHEST PART OF A ROUNDED HILL ABOUT 43
 BP0829'AIR MI. NNW. OF SANDERSON, TEXAS, ABOUT 50 FT. NW. OF FENCE LINE, 13
 BP0829'FT.NW. OF TRACK RD.
 BP0829'
 BP0829'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND 90, IN
 BP0829'THE W. PART OF SANDERSON, TEXAS, GO N. ON U.S. HIGHWAY 285 FOR 37.1
 BP0829'MI. THEN RIGHT ON A PAVED RD. FOR 8.5 MI. TO FORK, THEN LEFT FOR 0.2
 BP0829'MI. TO FORK, THEN LEFT NW. ALONG PAVED RD. FOR 4.3 MI., THEN RIGHT ON
 BP0829'A GRADED RD. FOR 2.6 MI., THEN LEFT NE. ON PRIVATE RD. FOR 1.2 MI. TO
 BP0829'FORK, THEN LEFT NW. FOR 0.75 MI. TO DIM RD. FORK, TAKE DIM LEFT FORK
 BP0829'FOR 0.4 MI. TO SECOND GATE, PASS THRU GATE AND DRIVE SW. ALONG FENCE
 BP0829'FOR 0.1 MI. TO STATION SITE.
 BP0829'
 BP0829'STATION MARK - A USGS ALUMINUM TABLET STAMPED ---MCKENZIE 1920--- AND
 BP0829'SET IN A BURIED BOULDER FLUSH WITH THE GROUND.
 BP0829'
 BP0829'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0861 ***********************************************************************
 GK0861  DESIGNATION -  MCKIBBEN
 GK0861  PID         -  GK0861
 GK0861  STATE/COUNTY-  TX/HANSFORD
 GK0861  USGS QUAD   -  MORSE SE (1974)
 GK0861
 GK0861                         *CURRENT SURVEY CONTROL
 GK0861  ___________________________________________________________________
 GK0861* NAD 83(1993)-  36 07 28.37245(N)    101 20 26.37406(W)     ADJUSTED  
 GK0861* NAVD 88     -       972.     (meters)    3189.     (feet)  SCALED    
 GK0861  ___________________________________________________________________
 GK0861  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 GK0861  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GK0861
 GK0861  HORZ ORDER  -  SECOND
 GK0861
 GK0861.The horizontal coordinates were established by classical geodetic methods
 GK0861.and adjusted by the National Geodetic Survey in February 1996..
 GK0861
 GK0861.The orthometric height was scaled from a topographic map.
 GK0861
 GK0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0861
 GK0861.The geoid height was determined by GEOID03.
 GK0861
 GK0861;                    North         East     Units Scale Factor Converg.
 GK0861;SPC TX N     - 1,235,709.531   214,343.911   MT  0.99998682   +0 05 32.4
 GK0861;SPC TX N     - 4,054,157.02    703,226.65   sFT  0.99998682   +0 05 32.4
 GK0861;UTM  14      - 4,000,300.186   289,356.118   MT  1.00014675   -1 22 49.5
 GK0861
 GK0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0861!SPC TX N     -   0.99985164  x   0.99998682  =   0.99983846
 GK0861!UTM  14      -   0.99985164  x   1.00014675  =   0.99999836
 GK0861
 GK0861|---------------------------------------------------------------------|
 GK0861| PID    Reference Object                     Distance      Geod. Az  |
 GK0861|                                                           dddmmss.s |
 GK0861| CM9060 MCKIBBEN RM 1                        12.979 METERS 09211     |
 GK0861| CM9061 MCKIBBEN RM 2                        11.484 METERS 18540     |
 GK0861| CM9059 MCKIBBEN AZ MK                                     2681450.9 |
 GK0861| GK0882 GRUVER MUNICIPAL TANK               APPROX.16.7 KM 3390053.1 |
 GK0861|---------------------------------------------------------------------|
 GK0861
 GK0861                          SUPERSEDED SURVEY CONTROL
 GK0861
 GK0861  NAD 83(1993)-  36 07 28.37234(N)    101 20 26.37517(W) AD(       ) 2
 GK0861  NAD 83(1986)-  36 07 28.38113(N)    101 20 26.36122(W) AD(       ) 2
 GK0861  NAD 27      -  36 07 28.26000(N)    101 20 24.78200(W) AD(       ) 2
 GK0861
 GK0861.Superseded values are not recommended for survey control.
 GK0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0861.See file dsdata.txt to determine how the superseded data were derived.
 GK0861
 GK0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8935600300(NAD 83)
 GK0861_MARKER: DS = TRIANGULATION STATION DISK
 GK0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0861
 GK0861  HISTORY     - Date     Condition        Report By
 GK0861  HISTORY     - 1952     MONUMENTED       CGS
 GK0861  HISTORY     - 1974     MARK NOT FOUND   USGS
 GK0861
 GK0861                          STATION DESCRIPTION
 GK0861
 GK0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0861'STATION IS LOCATED, AIRLINE, ABOUT 9 MILES SOUTHWEST OF SPEARMAN,
 GK0861'AT THE SMALL SETTLEMENT OF MC KIBBEN THAT IS SITUATED ALONG
 GK0861'THE PANHANDLE AND SANTA FE RAILROAD.  IT IS ABOUT 600 FEET
 GK0861'SOUTHWEST OF THE WEST GRAIN ELEVATOR.
 GK0861'
 GK0861'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 GK0861'HIGHWAYS 117 AND 282 AT THE NORTHWEST EDGE OF SPEARMAN, GO
 GK0861'SOUTHWEST ON STATE HIGHWAY 117 FOR 5.6 MILES TO A SIDE ROAD
 GK0861'ON THE RIGHT.  TURN RIGHT, ON A GRADED ROAD, AND GO 5.1 MILES
 GK0861'TO A REVERSE FORK ABOUT 600 FEET SOUTHWEST OF THE WEST GRAIN
 GK0861'ELEVATOR, 0.1 MILE BEFORE REACHING THE RAILROAD CROSSING AND
 GK0861'THE STATION ON THE RIGHT.  IT IS IN THE PLOT OF GROUND BETWEEN
 GK0861'THE TRACKS AND THE ROAD LEADING TO THE ELEVATORS.
 GK0861'
 GK0861'STATION MARK, STAMPED MC KIBBEN 1952, IS A STANDARD DISK SET
 GK0861'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK0861'PROJECTING 1 INCH.  IT IS 69 FEET NORTH OF THE CENTERLINE OF
 GK0861'THE SURFACED ROAD, 41.0 FEET NORTH OF A POWER LINE POLE WITH
 GK0861'A TRIANGLE BLAZE, 132 FEET SOUTH OF A DERAIL SIGN AT THE RAILROAD
 GK0861'SIDING AND 2.6 FEET WEST NORTHWEST OF A WITNESS POST.
 GK0861'
 GK0861'REFERENCE MARK NUMBER 1, STAMPED MC KIBBEN NO 1 1952, IS A
 GK0861'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 GK0861'IN DIAMETER, PROJECTING 2 INCHES AND AT THE SAME ELEVATION
 GK0861'AS THE STATION.  IT IS 63 FEET NORTH OF THE CENTERLINE OF
 GK0861'THE SURFACED ROAD.
 GK0861'
 GK0861'REFERENCE MARK NUMBER 2, STAMPED MC KIBBEN NO 2 1952, IS A
 GK0861'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 GK0861'IN DIAMETER, PROJECTING 1 INCH AND AT THE SAME ELEVATION AS
 GK0861'THE STATION.  IT IS 33 FEET NORTH OF THE CENTERLINE OF THE
 GK0861'SURFACED ROAD AND 3 FEET NORTH OF A POWER LINE POLE WITH A
 GK0861'TRIANGLE BLAZE.
 GK0861'
 GK0861'AZIMUTH MARK, STAMPED MC KIBBEN 1952, IS A STANDARD DISK SET
 GK0861'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GK0861'THAT PROJECTS 5 INCHES.  TO REACH FROM THE STATION, GO WEST
 GK0861'ON THE SURFACED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON
 GK0861'THE RIGHT IN THE FENCE LINE.  IT IS 34 FEET NORTH OF THE
 GK0861'CENTERLINE OF THE ROAD, 6 FEET EAST OF A POWER LINE POLE AND
 GK0861'10 INCHES NORTH OF THE FENCE LINE.
 GK0861'
 GK0861'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GK0861
 GK0861                          STATION RECOVERY (1974)
 GK0861
 GK0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DHW)
 GK0861'SEARCHED FOR BUT NOT FOUND PROBLEY UNDER FILL DIRT WHERE NEW
 GK0861'HOUSE WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1151 ***********************************************************************
 DN1151  DESIGNATION -  MCKINNEY MAGNETIC STA
 DN1151  PID         -  DN1151
 DN1151  STATE/COUNTY-  TX/COLLIN
 DN1151  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1151
 DN1151                         *CURRENT SURVEY CONTROL
 DN1151  ___________________________________________________________________
 DN1151* NAD 83(1993)-  33 11 45.31618(N)    096 37 17.68434(W)     ADJUSTED  
 DN1151* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 DN1151  ___________________________________________________________________
 DN1151  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DN1151  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DN1151
 DN1151  HORZ ORDER  -  FIRST
 DN1151
 DN1151.The horizontal coordinates were established by classical geodetic methods
 DN1151.and adjusted by the National Geodetic Survey in February 1996..
 DN1151
 DN1151.The orthometric height was scaled from a topographic map.
 DN1151
 DN1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1151
 DN1151.The geoid height was determined by GEOID03.
 DN1151
 DN1151;                    North         East     Units Scale Factor Converg.
 DN1151;SPC TXNC     - 2,171,144.724   775,124.386   MT  0.99987578   +1 01 28.1
 DN1151;SPC TXNC     - 7,123,163.98  2,543,053.92   sFT  0.99987578   +1 01 28.1
 DN1151;UTM  14      - 3,675,527.530   721,715.527   MT  1.00020613   +1 18 09.8
 DN1151
 DN1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1151!SPC TXNC     -   0.99997373  x   0.99987578  =   0.99984951
 DN1151!UTM  14      -   0.99997373  x   1.00020613  =   1.00017986
 DN1151
 DN1151:                Primary Azimuth Mark                     Grid Az
 DN1151:SPC TXNC     -  VAN ALSTYNE MUNICIPAL TANK               008 25 28.7
 DN1151:UTM  14      -  VAN ALSTYNE MUNICIPAL TANK               008 08 47.0
 DN1151
 DN1151|---------------------------------------------------------------------|
 DN1151| PID    Reference Object                     Distance      Geod. Az  |
 DN1151|                                                           dddmmss.s |
 DN1151| DN1133 VAN ALSTYNE MUNICIPAL TANK          APPROX.25.6 KM 0092656.8 |
 DN1151| DN1143 MC KINNEY FIRST ME CHURCH TWR       APPROX. 0.6 KM 0371523.5 |
 DN1151| CY1623 MCKINNEY MAG STA RM 1                60.634 METERS 04727     |
 DN1151| DN1147 MC KINNEY FIRST PRESB CH SPIRE      APPROX. 0.7 KM 0502200.9 |
 DN1151| DN1144 MC KINNEY COMP AND WHSE CO TK       APPROX. 1.4 KM 0723220.3 |
 DN1151| DN1145 MC KINNEY NEWSOME BLDG CUPOLA       APPROX. 0.6 KM 0773629.9 |
 DN1151| CY1624 MCKINNEY MAG STA AZ MK                             0890950.4 |
 DN1151| DN1121 PRINCETOWN MUNICIPAL TANK           APPROX.11.9 KM 0980847.3 |
 DN1151| DN1152 MC KINNEY MUN STANDPIPE             APPROX. 0.8 KM 1290320.2 |
 DN1151| CY1625 MCKINNEY MAG STA RM 2                51.743 METERS 14317     |
 DN1151| DN1148 MC KINNEY TEX TEXTILE MILL STK      APPROX. 1.6 KM 1440353.9 |
 DN1151| DN1150 MC KINNEY TEX TEXTILE TALL TK       APPROX. 1.6 KM 1442610.4 |
 DN1151| DN1149 MC KINNEY TEX TEXTILE SHORT TK      APPROX. 1.6 KM 1445357.1 |
 DN1151| CS2611 ROCKWALL MUNICIPAL TANK             APPROX.33.1 KM 1525114.6 |
 DN1151| DN1153 WYLIE MUNICIPAL TANK                APPROX.21.7 KM 1591410.0 |
 DN1151|---------------------------------------------------------------------|
 DN1151
 DN1151                          SUPERSEDED SURVEY CONTROL
 DN1151
 DN1151  NAD 83(1993)-  33 11 45.31840(N)    096 37 17.67889(W) AD(       ) 1
 DN1151  NAD 83(1986)-  33 11 45.32220(N)    096 37 17.67188(W) AD(       ) 1
 DN1151  NAD 27      -  33 11 44.90300(N)    096 37 16.70300(W) AD(       ) 1
 DN1151
 DN1151.Superseded values are not recommended for survey control.
 DN1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1151.See file dsdata.txt to determine how the superseded data were derived.
 DN1151
 DN1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2171675528(NAD 83)
 DN1151_MARKER: DS = TRIANGULATION STATION DISK
 DN1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1151
 DN1151  HISTORY     - Date     Condition        Report By
 DN1151  HISTORY     - 1935     MONUMENTED       CGS
 DN1151  HISTORY     - 1937     GOOD             TXHD
 DN1151  HISTORY     - 1938     GOOD             TXGS
 DN1151  HISTORY     - 1958     GOOD             USGS
 DN1151  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN1151
 DN1151                          STATION DESCRIPTION
 DN1151
 DN1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1151'STATION IS IN THE SE PART OF THE SCHOOL GROUNDS, WHERE BOTH
 DN1151'THE HIGH SCHOOL AND JUNIOR HIGH SCHOOL BUILDINGS ARE LOCATED,
 DN1151'JUST W OF COLLEGE STREET, AND JUST N OF ARMSTRONG STREET, IN
 DN1151'THE NORTHWESTERN PART OF MC KINNEY.  IT IS 202.0 FEET S OF
 DN1151'THE SE CORNER OF THE JUNIOR HIGH SCHOOL BUILDING, ABOUT 25
 DN1151'YARDS E OF THE TENNIS COURTS ON SCHOOL LOT.  MARK IS FLUSH
 DN1151'WITH THE GROUND.
 DN1151'
 DN1151'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1151'BRONZE DISKS SET IN CONCRETE.
 DN1151'
 DN1151'REFERENCE MARK NO. 1 IS NE OF THE STATION, AT E SIDE OF
 DN1151'COLLEGE STREET, 16 FEET E OF THE CENTER LINE OF STREET,
 DN1151'149.7 FEET ESE OF THE SE CORNER OF THE JUNIOR HIGH SCHOOL
 DN1151'BUILDING.  MARK IS FLUSH WITH THE GROUND.
 DN1151'
 DN1151'REFERENCE MARK NO. 2 IS SE OF THE STATION AT INTERSECTION OF
 DN1151'ARMSTRONG AND COLLEGE STREETS, 3 FEET W OF W CURB OF COLLEGE
 DN1151'STREET, 5 FEET S OF S CURB OF ARMSTRONG STREET.  MARK IS
 DN1151'FLUSH WITH THE GROUND.
 DN1151'
 DN1151'AZIMUTH MARK IS E OF THE STATION, AT INTERSECTION OF BENGE
 DN1151'AND DAVIS STREETS, 12 FEET W OF THE W CURB OF BENGE STREET,
 DN1151'1 FOOT N OF N CURB OF DAVIS STREET, 5 FEET W OF TELEPHONE
 DN1151'POLE.  MARK IS FLUSH WITH THE GROUND.
 DN1151'
 DN1151'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 DN1151
 DN1151                          STATION RECOVERY (1937)
 DN1151
 DN1151'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1151'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO ATTEMPT
 DN1151'MADE TO RECOVER REFERENCE MARKS.
 DN1151
 DN1151                          STATION RECOVERY (1938)
 DN1151
 DN1151'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1151'STATION RECOVERED IN GOOD CONDITION.
 DN1151
 DN1151                          STATION RECOVERY (1958)
 DN1151
 DN1151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1151'STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 DN1151'IN GOOD CONDITION.
 DN1151'
 DN1151'REFERENCE MARK 2 NOT FOUND.  EITHER COVERED WITH DIRT OR DESTROYED.
 DN1151
 DN1151                          STATION RECOVERY (1994)
 DN1151
 DN1151'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0628 ***********************************************************************
 EO0628  DESIGNATION -  MCKNIGHT
 EO0628  PID         -  EO0628
 EO0628  STATE/COUNTY-  TX/BAILEY
 EO0628  USGS QUAD   -  MULESHOE (1980)
 EO0628
 EO0628                         *CURRENT SURVEY CONTROL
 EO0628  ___________________________________________________________________
 EO0628* NAD 83(1993)-  34 08 28.62006(N)    102 41 43.19699(W)     ADJUSTED  
 EO0628* NAVD 88     -      1188.9    (meters)    3901.     (feet)  VERTCON   
 EO0628  ___________________________________________________________________
 EO0628  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 EO0628  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 EO0628
 EO0628  HORZ ORDER  -  FIRST
 EO0628
 EO0628.The horizontal coordinates were established by classical geodetic methods
 EO0628.and adjusted by the National Geodetic Survey in February 1996..
 EO0628
 EO0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0628
 EO0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0628
 EO0628.The geoid height was determined by GEOID03.
 EO0628
 EO0628;                    North         East     Units Scale Factor Converg.
 EO0628;SPC TXNC     - 2,282,154.781   213,140.150   MT  1.00005338   -2 17 17.2
 EO0628;SPC TXNC     - 7,487,369.48    699,277.31   sFT  1.00005338   -2 17 17.2
 EO0628;UTM  13      - 3,780,220.753   712,499.418   MT  1.00015667   +1 17 38.2
 EO0628
 EO0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0628!SPC TXNC     -   0.99981721  x   1.00005338  =   0.99987058
 EO0628!UTM  13      -   0.99981721  x   1.00015667  =   0.99997385
 EO0628
 EO0628|---------------------------------------------------------------------|
 EO0628| PID    Reference Object                     Distance      Geod. Az  |
 EO0628|                                                           dddmmss.s |
 EO0628| CJ7049 MCKNIGHT RM 1                        24.888 METERS 04004     |
 EO0628| CJ7050 MCKNIGHT RM 2                        30.803 METERS 11552     |
 EO0628| CJ7048 MCKNIGHT AZ MK                                     2023706.7 |
 EO0628| CJ7051 MCKNIGHT RM 3 AZIMUTH                              3112123.7 |
 EO0628| EO0637 MULESHOE HWY DEPT MAST              APPROX.12.1 KM 3333954.6 |
 EO0628| EO0635 MULESHOE CABLE TV MAST              APPROX. 8.9 KM 3393302.2 |
 EO0628| EO0632 MULESHOE BAILEY ELEC MAST           APPROX. 9.0 KM 3445940.6 |
 EO0628|---------------------------------------------------------------------|
 EO0628
 EO0628                          SUPERSEDED SURVEY CONTROL
 EO0628
 EO0628  NAD 83(1993)-  34 08 28.62139(N)    102 41 43.19492(W) AD(       ) 1
 EO0628  NAD 83(1986)-  34 08 28.62932(N)    102 41 43.19104(W) AD(       ) 1
 EO0628  NAD 27      -  34 08 28.33900(N)    102 41 41.41400(W) AD(       ) 1
 EO0628  NGVD 29 (07/19/86) 1188.3    (m)         3899.     (f) VERT ANG       
 EO0628
 EO0628.Superseded values are not recommended for survey control.
 EO0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0628.See file dsdata.txt to determine how the superseded data were derived.
 EO0628
 EO0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT1249980221(NAD 83)
 EO0628_MARKER: DS = TRIANGULATION STATION DISK
 EO0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0628
 EO0628  HISTORY     - Date     Condition        Report By
 EO0628  HISTORY     - 1934     MONUMENTED       CGS
 EO0628  HISTORY     - 1938     GOOD             TXHD
 EO0628  HISTORY     - 1975     GOOD             NGS
 EO0628
 EO0628                          STATION DESCRIPTION
 EO0628
 EO0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0628'STATION IS 7 MILES, AIR LINE, SSE OF MULESHOE, NEAR THE
 EO0628'SW CORNER OF LEAGUE NO. 204, ON PROPERTY BELONGING TO DR.
 EO0628'J.B. MC KNIGHT OF SANATORIUM, TEXAS.  IT IS ON THE MORE
 EO0628'WESTERLY OF THE TWO HIGHEST SAND HILLS IN THE VICINITY.  THE
 EO0628'MARK PROJECTS 4 INCHES.
 EO0628'
 EO0628'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0628'BRONZE DISKS SET IN CONCRETE.
 EO0628'
 EO0628'REFERENCE MARK NO. 1 IS NE OF THE STATION AND PROJECTS 4
 EO0628'INCHES.
 EO0628'
 EO0628'REFERENCE MARK NO. 2 IS ESE OF THE STATION AND PROJECTS 3
 EO0628'INCHES.
 EO0628'
 EO0628'AZIMUTH MARK IS SSW OF THE STATION, 1 FOOT NW OF FENCE CORNER
 EO0628'25 FEET S OF AUTOMOBILE GATE AND PROJECTS 4 INCHES.
 EO0628'
 EO0628'STATION IS REACHED FROM THE STREET INTERSECTION AT THE SE
 EO0628'CORNER OF THE COURT HOUSE SQUARE IN THE TOWN OF MULESHOE,
 EO0628'BY DRIVING SSW ON THE MAIN ROAD FOR 0.9 MILE TO POINT WHERE
 EO0628'MAIN ROAD TURNS S.  TURN S WITH ROAD AND GO 2.3 MILES TO
 EO0628'POINT WHERE POWER LINE CROSSES ROAD AND THEN FOLLOWS ALONG
 EO0628'SIDE OF ROAD.  CONTINUE S 3.3 MILES TO A CROSSROADS.  TURN
 EO0628'LEFT OR E AND GO 2.0 MILES TO AN AUTOMOBILE GATE.  AZIMUTH
 EO0628'IS LOCATED JUST S OF THIS GATE.  PASS THROUGH GATE AND
 EO0628'CONTINUE E FOR ABOUT 50 YARDS.  THEN TURN N ON A DIM, SANDY
 EO0628'ROAD AND FOLLOW FOR 0.4 MILE.  LEAVE TRACK ROAD AT THIS
 EO0628'POINT AND PROCEED ACROSS COUNTRY IN A NORTHEASTERLY
 EO0628'DIRECTION 0.3 MILE TO THE HIGHEST POINT IN THE
 EO0628'VICINITY AND THE STATION.
 EO0628'
 EO0628'A 20-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 EO0628
 EO0628                          STATION RECOVERY (1938)
 EO0628
 EO0628'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0628'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 EO0628'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 EO0628
 EO0628                          STATION RECOVERY (1975)
 EO0628
 EO0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0628'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EO0628'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW REFERENCE
 EO0628'MARK 3 WAS ESTABLISHED.  THE DISTANCE AND DIRECTION TO REFERENCE
 EO0628'MARKS 1 AND 2 CHECKED THE 1934 DATA ADEQUATELY.  DUE TO CHANGES
 EO0628'A NEW DESCRIPTION FOLLOWS.
 EO0628'
 EO0628'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF SUDAN,
 EO0628'6 MILES SOUTH OF MULESHOE AND ON THE PROPERTY OF HALSELL
 EO0628'LAND AND CATTLE COMPANY.  PERMISSION WAS OBTAINED FROM DOUG
 EO0628'LOUIS OF EARTH.
 EO0628'
 EO0628'TO REACH THE STATION FROM THE POST OFFICE IN MULESHOE GO
 EO0628'NORTHWEST ON EAST AVENUE C FOR 0.15 MILE TO THE JUNCTION OF
 EO0628'FIRST STREET, STATE HIGHWAY 214,.  TURN LEFT AND GO SOUTH ON
 EO0628'STATE HIGHWAY 214 FOR 4.15 MILES TO A LOCKED BARBED WIRE
 EO0628'GATE ON THE LEFT.  TURN LEFT PASS THROUGH THE GATE AND GO EAST
 EO0628'ON TRACK ROAD FOR 2.5 MILES TO A WINDMILL MOUNTED ATOP A
 EO0628'STEEL PIPE.  PASS TO THE EAST OF THE WINDMILL AND GO SOUTHWEST
 EO0628'ON TRACK ROAD FOR 0.75 MILE TO REFERENCE MARK 3 ON THE LEFT.
 EO0628'TURN LEFT AND GO SOUTHEAST ACROSS PASTURE LAND FOR 0.35
 EO0628'MILE TO THE TOP OF THE HILL AT THE EAST END OF A RIDGE OF
 EO0628'HILLS AND THE STATION.
 EO0628'
 EO0628'THE STATION MARK IS A STANDARD DISK, STAMPED MC KNIGHT 1934,
 EO0628'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EO0628'PROJECTS 11 INCHES ABOVE THE GROUND.  IT IS 6 FEET EAST OF A
 EO0628'METAL WITNESS POST.
 EO0628'
 EO0628'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MC KNIGHT NO 1
 EO0628'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EO0628'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 86.5 FEET
 EO0628'NORTHEAST OF THE METAL WITNESS POST AND ABOUT 1 FOOT LOWER
 EO0628'THAN THE STATION.
 EO0628'
 EO0628'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MC KNIGHT NO 2
 EO0628'1934, SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT
 EO0628'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 105.8 FEET SOUTHEAST
 EO0628'OF THE METAL WITNESS POST AND ABOUT 4 FEET LOWER THAN THE
 EO0628'STATION.
 EO0628'
 EO0628'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MC KNIGHT 1934
 EO0628'NO 3 1974 AZ, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EO0628'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 17
 EO0628'FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 3.5 FEET
 EO0628'WEST-SOUTHWEST OF A METAL WITNESS POST.  THIS
 EO0628'MARK WILL SERVE AS THE AZIMUTH MARK.
 EO0628'
 EO0628'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 FEET.
 EO0628'
 EO0628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 EO0628'SOUTH OF MULESHOE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0405 ***********************************************************************
 FL0405  DESIGNATION -  MCLEAN
 FL0405  PID         -  FL0405
 FL0405  STATE/COUNTY-  TX/GRAY
 FL0405  USGS QUAD   -  MC LEAN (1978)
 FL0405
 FL0405                         *CURRENT SURVEY CONTROL
 FL0405  ___________________________________________________________________
 FL0405* NAD 83(1993)-  35 14 28.37084(N)    100 36 33.60163(W)     ADJUSTED  
 FL0405* NAVD 88     -       894.005  (meters)    2933.08   (feet)  POSTED    
 FL0405  ___________________________________________________________________
 FL0405  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FL0405  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL0405  DYNAMIC HT  -         893.030 (meters)    2929.88  (feet)  COMP
 FL0405  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 FL0405
 FL0405  HORZ ORDER  -  THIRD
 FL0405  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FL0405
 FL0405.The horizontal coordinates were established by classical geodetic methods
 FL0405.and adjusted by the National Geodetic Survey in February 1996..
 FL0405
 FL0405.The orthometric height was determined by differential leveling
 FL0405.and adjusted by the National Geodetic Survey in 1992..
 FL0405.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FL0405.rate of 2.1 thru 3.0 mm/km.
 FL0405
 FL0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0405
 FL0405.The geoid height was determined by GEOID03.
 FL0405
 FL0405.The dynamic height is computed by dividing the NAVD 88
 FL0405.geopotential number by the normal gravity value computed on the
 FL0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0405.degrees latitude (g = 980.6199 gals.).
 FL0405
 FL0405.The modeled gravity was interpolated from observed gravity values.
 FL0405
 FL0405;                    North         East     Units Scale Factor Converg.
 FL0405;SPC TX N     - 1,138,061.170   281,060.025   MT  0.99991561   +0 30 58.2
 FL0405;SPC TX N     - 3,733,789.02    922,111.10   sFT  0.99991561   +0 30 58.2
 FL0405;UTM  14      - 3,900,980.127   353,571.401   MT  0.99986424   -0 55 43.6
 FL0405
 FL0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0405!SPC TX N     -   0.99986378  x   0.99991561  =   0.99977941
 FL0405!UTM  14      -   0.99986378  x   0.99986424  =   0.99972804
 FL0405
 FL0405|---------------------------------------------------------------------|
 FL0405| PID    Reference Object                     Distance      Geod. Az  |
 FL0405|                                                           dddmmss.s |
 FL0405| FL0406 MCLEAN RM 1                          11.186 METERS 11035     |
 FL0405| FL1985 MC LEAN MUNICIPAL TANK              APPROX. 1.3 KM 1344042.0 |
 FL0405| FL0407 MCLEAN RM 2                           8.313 METERS 30042     |
 FL0405| FL1536 MCLEAN AZ MK                                       3572010.7 |
 FL0405|---------------------------------------------------------------------|
 FL0405
 FL0405                          SUPERSEDED SURVEY CONTROL
 FL0405
 FL0405  NAD 83(1993)-  35 14 28.37250(N)    100 36 33.60058(W) AD(       ) 3
 FL0405  NAD 83(1986)-  35 14 28.37539(N)    100 36 33.59207(W) AD(       ) 3
 FL0405  NAD 27      -  35 14 28.19400(N)    100 36 32.11000(W) AD(       ) 3
 FL0405  NGVD 29 (??/??/92)  893.652  (m)         2931.92   (f) ADJ UNCH    1 2
 FL0405
 FL0405.Superseded values are not recommended for survey control.
 FL0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0405.See file dsdata.txt to determine how the superseded data were derived.
 FL0405
 FL0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5357100980(NAD 83)
 FL0405_MARKER: DB = BENCH MARK DISK
 FL0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0405_STAMPING: MC LEAN 1951
 FL0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0405+STABILITY: SURFACE MOTION
 FL0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0405+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FL0405
 FL0405  HISTORY     - Date     Condition        Report By
 FL0405  HISTORY     - 1951     MONUMENTED       CGS
 FL0405  HISTORY     - 1953     GOOD             CGS
 FL0405  HISTORY     - 1953     GOOD             NGS
 FL0405  HISTORY     - 1955     GOOD             CGS
 FL0405  HISTORY     - 1955     GOOD             NGS
 FL0405  HISTORY     - 1956     GOOD             CGS
 FL0405  HISTORY     - 1961     GOOD             CGS
 FL0405  HISTORY     - 1970     GOOD             USAF
 FL0405  HISTORY     - 20050803 GOOD             GEOCAC
 FL0405
 FL0405                          STATION DESCRIPTION
 FL0405
 FL0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL0405'THE STATION IS ABOUT 0.5 MILE NORTHWEST OF MC LEAN.  LOCATED
 FL0405'NORTHEAST OF A CROSSROAD.  ABOUT 100 FEET NORTH OF THE NORTHWEST
 FL0405'CORNER OF THE MC LEAN CEMETERY.  91 FEET EAST OF THE CENTER
 FL0405'LINE OF STATE HIGHWAY 273.  7 FEET NORTHEAST OF A WHITE
 FL0405'WITNESS POST.  AND 8 FEET NORTH OF A FENCE LINE.  THE STATION
 FL0405'MARK IS STAMPED MC LEAN 1951, AND PROJECTS 3 INCHES.
 FL0405'
 FL0405'REFERENCE MARK NO. 1 IS STAMPED MC LEAN NO 1 1951, AND PROJECTS
 FL0405'3 INCHES.  IT IS 1 FOOT NORTH OF A FENCE LINE.
 FL0405'
 FL0405'REFERENCE MARK NO. 2 IS STAMPED MC LEAN NO 2 1951, AND PROJECTS
 FL0405'4 INCHES.  IT IS 1 FOOT NORTHEAST OF A NORTHWEST - SOUTHEAST
 FL0405'FENCE LINE, AND 17 FEET SOUTH OF A POWER LINE POLE.
 FL0405'
 FL0405'THE AZIMUTH MARK IS STAMPED MC LEAN 1951, AND PROJECTS 3
 FL0405'INCHES.  LOCATED ON THE WEST RIGHT OF WAY OF STATE HIGHWAY
 FL0405'273.  0.75 MILE NORTH OF STATION.  75 FEET WEST OF THE CENTER
 FL0405'LINE OF THE HIGHWAY.  2 FEET NORTHEAST OF A WHITE WITNESS
 FL0405'POST.  AND 2 FEET EAST OF A FENCE LINE.
 FL0405'
 FL0405'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 FL0405'HIGHWAY 273 IN MC LEAN.  GO NORTH ON STATE HIGHWAY 273 0.5
 FL0405'MILE TO A CROSSROAD AND STATION SITE ON THE RIGHT.
 FL0405
 FL0405                          STATION RECOVERY (1953)
 FL0405
 FL0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 FL0405'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0405'RAILROAD FROM THE STATION AT MC LEAN, THENCE 0.5 MILE NORTH
 FL0405'ALONG STATE HIGHWAY 273, 90 FEET EAST OF THE CENTER LINE
 FL0405'OF THE HIGHWAY, ACROSS A GRADED DIRT ROAD FROM THE NORTHWEST
 FL0405'CORNER OF A CEMETERY, 53.6 FEET NORTH OF THE CENTER LINE OF
 FL0405'A ROAD LEADING EAST, 40 FEET SOUTHEAST OF A POWER POLE, 7
 FL0405'FEET NORTHEAST OF A WITNESS POST, A TRIANGULATION STATION
 FL0405'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FL0405'FOOT ABOVE THE GROUND, STAMPED MC LEAN 1951.
 FL0405'
 FL0405'MC LEAN R.M. 1 IS 36.7 FEET SOUTHEAST OF TRIANGULATION STATION
 FL0405'MC LEAN 1951, 126.7 FEET EAST OF THE CENTER LINE OF THE
 FL0405'HIGHWAY, 39 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 FL0405'WEST ROAD, 1 FOOT NORTH OF A FENCE, A REFERENCE MARK DISK
 FL0405'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 FL0405'ABOVE THE GROUND, STAMPED MC LEAN NO 1 1951.
 FL0405'
 FL0405'MC LEAN R.M. 2 IS 27.3 FEET NORTHWEST OF TRIANGULATION STATION
 FL0405'MC LEAN 1951, 68.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FL0405'18 FEET SOUTH OF A POWER POLE, 1 FOOT NORTHEAST OF A FENCE,
 FL0405'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FL0405'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED MC LEAN
 FL0405'NO 2 1951.
 FL0405'
 FL0405'MC LEAN 1951 AZIMUTH IS 0.65 MILE NORTH OF TRIANGULATION
 FL0405'STATION MC LEAN 1951, 75.6 FEET WEST OF THE CENTER LINE OF STATE
 FL0405'HIGHWAY 273, 10 FEET EAST OF THE CENTER OF A WIRE GATE, 1.4
 FL0405'FEET EAST OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, AN
 FL0405'AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 FL0405'PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED MC LEAN 1951.
 FL0405
 FL0405                          STATION RECOVERY (1953)
 FL0405
 FL0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FL0405'1.0 MI NW FROM MCLEAN.
 FL0405'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0405'THE STATION AT MCLEAN, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 273,
 FL0405'90 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ACROSS A GRADED DIRT
 FL0405'ROAD FROM THE NORTHWEST CORNER OF A CEMETERY, 53.6 FEET NORTH OF THE
 FL0405'CENTER LINE OF A ROAD LEADING EAST, 40 FEET SOUTHEAST OF A POWER POLE,
 FL0405'7 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FL0405'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FL0405
 FL0405                          STATION RECOVERY (1955)
 FL0405
 FL0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FL0405'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 FL0405'RECOVERED AS DESCRIBED.
 FL0405
 FL0405                          STATION RECOVERY (1955)
 FL0405
 FL0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0405'RECOVERED IN GOOD CONDITION.
 FL0405
 FL0405                          STATION RECOVERY (1956)
 FL0405
 FL0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL0405'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL0405'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL0405'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL0405
 FL0405                          STATION RECOVERY (1961)
 FL0405
 FL0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CB)
 FL0405'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL0405'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 FL0405'TO STATION SITE ARE CORRECT.
 FL0405
 FL0405                          STATION RECOVERY (1970)
 FL0405
 FL0405'RECOVERY NOTE BY US AIR FORCE 1970
 FL0405'STATION, R.M. 1, R.M. 2, AND AZIMUTH MARK RECOVERED IN GOOD
 FL0405'CONDITION.  1953 ROUTE DESCRIPTION ADEQUATE.
 FL0405
 FL0405                          STATION RECOVERY (2005)
 FL0405
 FL0405'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FL0405'THE ROAD LEADING EAST IS MORSE.  SEARCHED FOR BUT DID NOT FIND THE
 FL0405'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0406 ***********************************************************************
 FL0406  DESIGNATION -  MCLEAN RM 1
 FL0406  PID         -  FL0406
 FL0406  STATE/COUNTY-  TX/GRAY
 FL0406  USGS QUAD   -  MC LEAN (1978)
 FL0406
 FL0406                         *CURRENT SURVEY CONTROL
 FL0406  ___________________________________________________________________
 FL0406* NAD 83(1986)-  35 14 27.     (N)    100 36 33.     (W)     SCALED    
 FL0406* NAVD 88     -       894.037  (meters)    2933.19   (feet)  POSTED    
 FL0406  ___________________________________________________________________
 FL0406  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL0406  DYNAMIC HT  -         893.060 (meters)    2929.98  (feet)  COMP
 FL0406  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 FL0406
 FL0406  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FL0406
 FL0406.The horizontal coordinates were scaled from a topographic map and have
 FL0406.an estimated accuracy of +/- 6 seconds.
 FL0406
 FL0406.The orthometric height was determined by differential leveling
 FL0406.and adjusted by the National Geodetic Survey in 1992..
 FL0406.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FL0406.rate of 2.1 thru 3.0 mm/km.
 FL0406
 FL0406.The geoid height was determined by GEOID03.
 FL0406
 FL0406.The dynamic height is computed by dividing the NAVD 88
 FL0406.geopotential number by the normal gravity value computed on the
 FL0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0406.degrees latitude (g = 980.6199 gals.).
 FL0406
 FL0406.The modeled gravity was interpolated from observed gravity values.
 FL0406
 FL0406;                    North         East    Units  Estimated Accuracy
 FL0406;SPC TX N     - 1,138,020.      281,080.      MT  (+/- 180 meters Scaled)
 FL0406
 FL0406                          SUPERSEDED SURVEY CONTROL
 FL0406
 FL0406  NGVD 29 (??/??/92)  893.684  (m)         2932.03   (f) ADJ UNCH    1 2
 FL0406
 FL0406.Superseded values are not recommended for survey control.
 FL0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0406.See file dsdata.txt to determine how the superseded data were derived.
 FL0406
 FL0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE535009(NAD 83)
 FL0406_MARKER: DR = REFERENCE MARK DISK
 FL0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0406_STAMPING: MC LEAN NO 1 1951
 FL0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0406+STABILITY: SURFACE MOTION
 FL0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0406+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FL0406
 FL0406  HISTORY     - Date     Condition        Report By
 FL0406  HISTORY     - 1951     MONUMENTED       CGS
 FL0406  HISTORY     - 1953     GOOD             NGS
 FL0406  HISTORY     - 1955     GOOD             NGS
 FL0406  HISTORY     - 20050803 GOOD             GEOCAC
 FL0406
 FL0406                          STATION DESCRIPTION
 FL0406
 FL0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0406'1.0 MI NW FROM MCLEAN.
 FL0406'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0406'THE STATION AT MCLEAN, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 273,
 FL0406'126.7 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET NORTH OF
 FL0406'THE CENTER LINE OF AN EAST AND WEST ROAD, 36.7 FEET SOUTHEAST OF
 FL0406'TRIANGULATION STATION MCLEAN 1951, 1 FOOT NORTH OF A FENCE, SET IN THE
 FL0406'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FL0406
 FL0406                          STATION RECOVERY (1955)
 FL0406
 FL0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0406'RECOVERED IN GOOD CONDITION.
 FL0406
 FL0406                          STATION RECOVERY (2005)
 FL0406
 FL0406'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FL0406'THE ROAD LEADING EAST IS MORSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0407 ***********************************************************************
 FL0407  DESIGNATION -  MCLEAN RM 2
 FL0407  PID         -  FL0407
 FL0407  STATE/COUNTY-  TX/GRAY
 FL0407  USGS QUAD   -  MC LEAN (1978)
 FL0407
 FL0407                         *CURRENT SURVEY CONTROL
 FL0407  ___________________________________________________________________
 FL0407* NAD 83(1986)-  35 14 28.     (N)    100 36 34.     (W)     SCALED    
 FL0407* NAVD 88     -       894.005  (meters)    2933.08   (feet)  POSTED    
 FL0407  ___________________________________________________________________
 FL0407  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL0407  DYNAMIC HT  -         893.030 (meters)    2929.88  (feet)  COMP
 FL0407  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 FL0407
 FL0407  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FL0407
 FL0407.The horizontal coordinates were scaled from a topographic map and have
 FL0407.an estimated accuracy of +/- 6 seconds.
 FL0407
 FL0407.The orthometric height was determined by differential leveling
 FL0407.and adjusted by the National Geodetic Survey in 1992..
 FL0407.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FL0407.rate of 2.1 thru 3.0 mm/km.
 FL0407
 FL0407.The geoid height was determined by GEOID03.
 FL0407
 FL0407.The dynamic height is computed by dividing the NAVD 88
 FL0407.geopotential number by the normal gravity value computed on the
 FL0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0407.degrees latitude (g = 980.6199 gals.).
 FL0407
 FL0407.The modeled gravity was interpolated from observed gravity values.
 FL0407
 FL0407;                    North         East    Units  Estimated Accuracy
 FL0407;SPC TX N     - 1,138,050.      281,050.      MT  (+/- 180 meters Scaled)
 FL0407
 FL0407                          SUPERSEDED SURVEY CONTROL
 FL0407
 FL0407  NGVD 29 (??/??/92)  893.652  (m)         2931.92   (f) ADJ UNCH    1 2
 FL0407
 FL0407.Superseded values are not recommended for survey control.
 FL0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0407.See file dsdata.txt to determine how the superseded data were derived.
 FL0407
 FL0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE535009(NAD 83)
 FL0407_MARKER: DR = REFERENCE MARK DISK
 FL0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0407_STAMPING: MC LEAN NO 2 1951
 FL0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0407+STABILITY: SURFACE MOTION
 FL0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0407+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FL0407
 FL0407  HISTORY     - Date     Condition        Report By
 FL0407  HISTORY     - 1951     MONUMENTED       CGS
 FL0407  HISTORY     - 1953     GOOD             NGS
 FL0407  HISTORY     - 1955     GOOD             NGS
 FL0407  HISTORY     - 20050803 GOOD             GEOCAC
 FL0407
 FL0407                          STATION DESCRIPTION
 FL0407
 FL0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0407'1.0 MI NW FROM MCLEAN.
 FL0407'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0407'THE STATION AT MCLEAN, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 273,
 FL0407'68.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF A
 FL0407'POWER POLE, 27.3 FEET NORTHWEST OF TRIANGULATION STATION MCLEAN 1951,
 FL0407'1 FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0407'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FL0407
 FL0407                          STATION RECOVERY (1955)
 FL0407
 FL0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0407'RECOVERED IN GOOD CONDITION.
 FL0407
 FL0407                          STATION RECOVERY (2005)
 FL0407
 FL0407'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FL0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1262 ***********************************************************************
 BZ1262  DESIGNATION -  MCLENNAN
 BZ1262  PID         -  BZ1262
 BZ1262  STATE/COUNTY-  TX/MCLENNAN
 BZ1262  USGS QUAD   -  ELM MOTT (1975)
 BZ1262
 BZ1262                         *CURRENT SURVEY CONTROL
 BZ1262  ___________________________________________________________________
 BZ1262* NAD 83(1993)-  31 43 04.62919(N)    097 06 11.50468(W)     ADJUSTED  
 BZ1262* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 BZ1262  ___________________________________________________________________
 BZ1262  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 BZ1262  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BZ1262
 BZ1262  HORZ ORDER  -  THIRD
 BZ1262
 BZ1262.The horizontal coordinates were established by classical geodetic methods
 BZ1262.and adjusted by the National Geodetic Survey in February 1996..
 BZ1262
 BZ1262.The orthometric height was scaled from a topographic map.
 BZ1262
 BZ1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1262
 BZ1262.The geoid height was determined by GEOID03.
 BZ1262
 BZ1262;                    North         East     Units Scale Factor Converg.
 BZ1262;SPC TX C     - 3,231,847.189 1,006,101.156   MT  0.99995976   +1 39 49.4
 BZ1262;SPC TX C     -10,603,151.99  3,300,850.21   sFT  0.99995976   +1 39 49.4
 BZ1262;SPC TXNC     - 2,006,567.764   732,405.614   MT  1.00014091   +0 45 42.5
 BZ1262;SPC TXNC     - 6,583,214.41  2,402,900.75   sFT  1.00014091   +0 45 42.5
 BZ1262;UTM  14      - 3,510,737.944   679,724.370   MT  0.99999839   +0 59 51.0
 BZ1262
 BZ1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1262!SPC TX C     -   0.99997783  x   0.99995976  =   0.99993760
 BZ1262!SPC TXNC     -   0.99997783  x   1.00014091  =   1.00011874
 BZ1262!UTM  14      -   0.99997783  x   0.99999839  =   0.99997622
 BZ1262
 BZ1262:                Primary Azimuth Mark                     Grid Az
 BZ1262:SPC TX C     -  WEST                                     359 00 41.4
 BZ1262:SPC TXNC     -  WEST                                     359 54 48.3
 BZ1262:UTM  14      -  WEST                                     359 40 39.8
 BZ1262
 BZ1262|---------------------------------------------------------------------|
 BZ1262| PID    Reference Object                     Distance      Geod. Az  |
 BZ1262|                                                           dddmmss.s |
 BZ1262| BZ1246 WEST                                APPROX. 7.6 KM 0004030.8 |
 BZ1262| CV4771 MCLENNAN AZ MK                                     0013535.2 |
 BZ1262| CV4772 MCLENNAN RM 1                        48.195 METERS 18048     |
 BZ1262| CV4773 MCLENNAN RM 2                        42.864 METERS 35450     |
 BZ1262|---------------------------------------------------------------------|
 BZ1262
 BZ1262                          SUPERSEDED SURVEY CONTROL
 BZ1262
 BZ1262  NAD 83(1986)-  31 43 04.63832(N)    097 06 11.48526(W) AD(       ) 3
 BZ1262  NAD 27      -  31 43 04.05100(N)    097 06 10.47900(W) AD(       ) 3
 BZ1262
 BZ1262.Superseded values are not recommended for survey control.
 BZ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1262.See file dsdata.txt to determine how the superseded data were derived.
 BZ1262
 BZ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA7972410738(NAD 83)
 BZ1262_MARKER: DS = TRIANGULATION STATION DISK
 BZ1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1262
 BZ1262  HISTORY     - Date     Condition        Report By
 BZ1262  HISTORY     - 1948     MONUMENTED       CGS
 BZ1262  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BZ1262  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1262  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1262  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1262
 BZ1262                          STATION DESCRIPTION
 BZ1262
 BZ1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1262'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH OF WEST, ALONG
 BZ1262'THE WEST SIDE OF HIGHWAYS 77 AND 81.  IT IS 40 FEET WEST
 BZ1262'OF THE CENTER LINE OF THE HIGHWAY, 9 FEET EAST OF THE FENCE
 BZ1262'LINE AND 8.5 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS
 BZ1262'2 INCHES AND THE DISK IS STAMPED MC LENNAN 1948.
 BZ1262'
 BZ1262'REFERENCE MARK NO. 1 IS 158.12 FEET SOUTH OF THE STATION,
 BZ1262'49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 1.5 FEET NORTH
 BZ1262'OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE
 BZ1262'DISK IS STAMPED MC LENNAN NO 1 1948.
 BZ1262'
 BZ1262'REFERENCE MARK NO. 2 IS 140.63 FEET NORTH-NORTHWEST OF THE
 BZ1262'STATION, 48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND
 BZ1262'1.5 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES
 BZ1262'AND THE DISK IS STAMPED MC LENNAN NO 2 1948.
 BZ1262'
 BZ1262'AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF THE STATION, 51 FEET
 BZ1262'EAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTH OF A WITNESS
 BZ1262'POST AND 2 FEET SOUTH OF A CONCRETE-RIGHT-OF-WAY POST.  THE
 BZ1262'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MC LENNAN 1948.
 BZ1262'
 BZ1262'TO REACH FROM THE JUNCTION OF SPUR 53 WITH U.S. HIGHWAYS 77
 BZ1262'AND 81 IN THE WEST EDGE OF WEST, GO SOUTHERLY ON HIGHWAYS
 BZ1262'77 AND 81 FOR 5.8 MILE TO THE AZIMUTH MARK ON THE LEFT,
 BZ1262'CONTINUE ON FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 BZ1262'DESCRIBED.
 BZ1262'
 BZ1262'A 74 FOOT SIGNAL AT WEST 1919 IS VISIBLE FROM THE GROUND.
 BZ1262'
 BZ1262'A 100 FOOT SIGNAL AT MC HILL IS VISIBLE AT 15 FEET.
 BZ1262'
 BZ1262'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BZ1262
 BZ1262                          STATION RECOVERY (1955)
 BZ1262
 BZ1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BZ1262'THIS STATION WAS RECOVERED IN DAMAGED CONDITION.  THE DISK
 BZ1262'HAD BEEN PULLED FROM THE CONCRETE MONUMENT AND THE MONUMENT
 BZ1262'HAD BEEN MOVED.  A NEW DISK STAMPED MC LENNAN 1948 1955 WAS
 BZ1262'SET IN THE OLD MONUMENT AND IT WAS RESET IN THE ORIGINAL
 BZ1262'POSITION.
 BZ1262'
 BZ1262'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 BZ1262'DESCRIBED.
 BZ1262'
 BZ1262'THE AZIMUTH MARK HAD BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 BZ1262'THE HIGHWAY AT THE STATION IS NOW A FOUR LANE DIVIDED EXPRESSWAY.
 BZ1262
 BZ1262                          STATION RECOVERY (1995)
 BZ1262
 BZ1262'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1262'MARK NOT FOUND.
 BZ1262
 BZ1262                          STATION RECOVERY (2001)
 BZ1262
 BZ1262'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1262'MARK NOT FOUND.
 BZ1262
 BZ1262                          STATION RECOVERY (2003)
 BZ1262
 BZ1262'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0646 ***********************************************************************
 BL0646  DESIGNATION -  MCMANUS
 BL0646  PID         -  BL0646
 BL0646  STATE/COUNTY-  TX/POLK
 BL0646  USGS QUAD   -  CAMDEN (1984)
 BL0646
 BL0646                         *CURRENT SURVEY CONTROL
 BL0646  ___________________________________________________________________
 BL0646* NAD 83(1993)-  30 57 43.39135(N)    094 43 13.49200(W)     ADJUSTED  
 BL0646* NAVD 88     -       103.12   (+/-2cm)     338.3    (feet)  VERTCON   
 BL0646  ___________________________________________________________________
 BL0646  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BL0646  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0646
 BL0646  HORZ ORDER  -  THIRD
 BL0646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0646
 BL0646.The horizontal coordinates were established by classical geodetic methods
 BL0646.and adjusted by the National Geodetic Survey in February 1996..
 BL0646
 BL0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0646.The vertical order pertains to the NGVD 29 superseded value.
 BL0646
 BL0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0646
 BL0646.The geoid height was determined by GEOID03.
 BL0646
 BL0646;                    North         East     Units Scale Factor Converg.
 BL0646;SPC TX C     - 3,157,124.825 1,235,979.046   MT  0.99988198   +2 53 27.5
 BL0646;SPC TX C     -10,358,000.36  4,055,041.25   sFT  0.99988198   +2 53 27.5
 BL0646;UTM  15      - 3,426,665.907   335,682.100   MT  0.99993306   -0 53 07.1
 BL0646
 BL0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0646!SPC TX C     -   0.99998814  x   0.99988198  =   0.99987012
 BL0646!UTM  15      -   0.99998814  x   0.99993306  =   0.99992120
 BL0646
 BL0646|---------------------------------------------------------------------|
 BL0646| PID    Reference Object                     Distance      Geod. Az  |
 BL0646|                                                           dddmmss.s |
 BL0646| BL0650 MCMANUS 2                             9.789 METERS 02437     |
 BL0646| BL0648 MCMANUS RM 1                         24.800 METERS 11245     |
 BL0646| BL0645 MCMANUS AZ MK                       APPROX. 0.6 KM 2910625.8 |
 BL0646| BL0647 MCMANUS RM 2                         20.479 METERS 29308     |
 BL0646|---------------------------------------------------------------------|
 BL0646
 BL0646                          SUPERSEDED SURVEY CONTROL
 BL0646
 BL0646  NAD 83(1986)-  30 57 43.40367(N)    094 43 13.48116(W) AD(       ) 3
 BL0646  NAD 27      -  30 57 42.70600(N)    094 43 12.73100(W) AD(       ) 3
 BL0646  NGVD 29 (??/??/92)  103.135  (m)          338.37   (f) ADJ UNCH    2 0
 BL0646
 BL0646.Superseded values are not recommended for survey control.
 BL0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0646.See file dsdata.txt to determine how the superseded data were derived.
 BL0646
 BL0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3568226666(NAD 83)
 BL0646_MARKER: DS = TRIANGULATION STATION DISK
 BL0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0646_STAMPING: MCMANUS 1949
 BL0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0646+STABILITY: SURFACE MOTION
 BL0646
 BL0646  HISTORY     - Date     Condition        Report By
 BL0646  HISTORY     - 1949     MONUMENTED       CGS
 BL0646  HISTORY     - 1949     GOOD             CGS
 BL0646  HISTORY     - 1964     SEE DESCRIPTION  CGS
 BL0646
 BL0646                          STATION DESCRIPTION
 BL0646
 BL0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0646'THE STATION IS LOCATED ABOUT 7-3/4 MILES WEST-NORTHWEST OF
 BL0646'CHESTER, ABOUT 6-3/4 MILES EAST-SOUTHEAST OF CORRIGAN, 37 FEET
 BL0646'NORTH OF THE CENTER OF U.S. HIGHWAY 287, 14 FEET SOUTH OF THE
 BL0646'FENCE LINE, AND 13.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS
 BL0646'STAMPED MCMANUS 1949 AND IS SET FLUSH WITH THE SURFACE OF THE
 BL0646'GROUND.
 BL0646'
 BL0646'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY, 36 FEET NORTH
 BL0646'OF THE CENTER OF THE HIGHWAY AND 15 FEET SOUTH OF THE FENCE LINE.
 BL0646'IT IS STAMPED MCMANUS NO 1 1949 AND IS FLUSH WITH THE GROUND.
 BL0646'
 BL0646'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY, 37 FEET NORTH OF THE
 BL0646'CENTER OF THE HIGHWAY AND 14 FEET SOUTH OF THE FENCE LINE.  IT
 BL0646'IS STAMPED MCMANUS NO 2 1949 AND IS FLUSH WITH THE GROUND.
 BL0646'
 BL0646'THE AZIMUTH MARK IS LOCATED 0.4 MILE WEST-NORTHWEST FROM THE
 BL0646'STATION, 26 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET EAST
 BL0646'OF A MAIL BOX AND 1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED
 BL0646'MCMANUS 1949 AND IS SET FLUSH WITH THE GROUND.
 BL0646'
 BL0646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 BL0646'U.S. HIGHWAY 59 AT CAUTION LIGHT IN CORRIGAN, GO SOUTHEASTERLY
 BL0646'ON U.S. HIGHWAY 287 FOR 6.3 MILES TO THE AZIMUTH MARK ON THE
 BL0646'RIGHT.  THENCE CONTINUE STRAIGHT AHEAD ON THE HIGHWAY FOR 0.4
 BL0646'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BL0646'
 BL0646'A 110 FOOT SIGNAL AT BARNUM IS VISIBLE AT 64 FEET.
 BL0646'
 BL0646'AN 87 FOOT SIGNAL AT CHESTER IS VISIBLE AT 50 FEET.
 BL0646'
 BL0646'A 100 FOOT SIGNAL AT CAMDEN LOOKOUT 1935 IS VISIBLE AT 64 FEET.
 BL0646'
 BL0646'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BL0646
 BL0646                          STATION RECOVERY (1949)
 BL0646
 BL0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BL0646'4.4 MI N FROM CAMDEN.
 BL0646'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY EXPRESS CO.
 BL0646'OFFICE AT CAMDEN, THENCE 2.7 MILES NORTHEAST ALONG A DIRT ROAD, THENCE
 BL0646'0.2 MILE WEST ALONG A DIRT ROAD, THENCE 1.2 MILES NORTHWESTERLY ALONG
 BL0646'A DIRT ROAD, THENCE 0.2 MILE NORTHWEST ALONG U. S. HIGHWAY NO. 287,
 BL0646'0.4 MILE SOUTHEAST ALONG THE HIGHWAY FROM MCMANUS 1949 AZIMUTH, AT THE
 BL0646'SUMMIT OF A HILL, ABOUT 0.25 MILE NORTHWEST OF A WHITE FARMHOUSE ON
 BL0646'THE SOUTH SIDE OF THE HIGHWAY, 36.2 FEET NORTH OF THE CENTER LINE OF
 BL0646'THE HIGHWAY, 14.0 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 13.6
 BL0646'FEET SOUTH OF A REFERENCE POST, 81.3 FEET WEST OF REFERENCE MARK NO.
 BL0646'1, 67.2 FEET EAST OF REFERENCE MARK NO. 2, ABOUT 2.0 FEET BELOW
 BL0646'HIGHWAY LEVEL, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 BL0646'ABOVE THE GROUND.  NOTE-- THIS MARK IS ALSO 2.9 MILES NORTHWEST OF THE
 BL0646'POST OFFICE AT BARNUM.
 BL0646
 BL0646                          STATION RECOVERY (1964)
 BL0646
 BL0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 BL0646'THE STATION MARKS, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 BL0646'MARK WERE RECOVERED IN GOOD CONDITION.  ALL MARKS WERE DESTROYED
 BL0646'BY THIS PARTY, EXCEPT THE SUB-STATION MARK AT THE REQUEST OF
 BL0646'THE TEXAS HIGHWAY DEPARTMENT TO CLEAR THE AREA FOR WIDENING
 BL0646'U.S. HIGHWAY 287.  THE SUB-STATION MARK WILL BE UNDER THE ROAD
 BL0646'BED OF THE HIGHWAY.
 BL0646'
 BL0646'A NEW STATION MCMANUS 2 WAS ESTABLISHED.  A SUB-STATION MARK,
 BL0646'SURFACE STATION MARK, REFERENCE MARKS NO. 3, NO. 4 AND AN
 BL0646'AZIMUTH MARK WERE SET.
 BL0646'
 BL0646'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MCMANUS
 BL0646'2, DISTANCE BEING 32.12 FEET (9.789 METERS) NORTH OF STATION
 BL0646'MCMANUS.  THE MARK IS A STANDARD DISK STAMPED MCMANUS 2 1964,
 BL0646'SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 BL0646'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0650 ***********************************************************************
 BL0650  DESIGNATION -  MCMANUS 2
 BL0650  PID         -  BL0650
 BL0650  STATE/COUNTY-  TX/POLK
 BL0650  USGS QUAD   -  CAMDEN (1984)
 BL0650
 BL0650                         *CURRENT SURVEY CONTROL
 BL0650  ___________________________________________________________________
 BL0650* NAD 83(1993)-  30 57 43.68031(N)    094 43 13.33833(W)     ADJUSTED  
 BL0650* NAVD 88     -       103.39   (+/-2cm)     339.2    (feet)  VERTCON   
 BL0650  ___________________________________________________________________
 BL0650  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BL0650  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0650
 BL0650  HORZ ORDER  -  THIRD
 BL0650  VERT ORDER  -  THIRD (See Below)
 BL0650
 BL0650.The horizontal coordinates were established by classical geodetic methods
 BL0650.and adjusted by the National Geodetic Survey in February 1996..
 BL0650.No horizontal observational check was made to the station.
 BL0650
 BL0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0650.The vertical order pertains to the NGVD 29 superseded value.
 BL0650
 BL0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0650
 BL0650.The geoid height was determined by GEOID03.
 BL0650
 BL0650;                    North         East     Units Scale Factor Converg.
 BL0650;SPC TX C     - 3,157,133.917 1,235,982.670   MT  0.99988198   +2 53 27.6
 BL0650;SPC TX C     -10,358,030.19  4,055,053.14   sFT  0.99988198   +2 53 27.6
 BL0650;UTM  15      - 3,426,674.742   335,686.315   MT  0.99993305   -0 53 07.0
 BL0650
 BL0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0650!SPC TX C     -   0.99998810  x   0.99988198  =   0.99987008
 BL0650!UTM  15      -   0.99998810  x   0.99993305  =   0.99992115
 BL0650
 BL0650|---------------------------------------------------------------------|
 BL0650| PID    Reference Object                     Distance      Geod. Az  |
 BL0650|                                                           dddmmss.s |
 BL0650| BL0651 MCMANUS 2 RM 3                       22.574 METERS 11055     |
 BL0650| BL0646 MCMANUS                               9.789 METERS 20437     |
 BL0650| BL0649 MCMANUS 2 AZ MK                                    2883030.2 |
 BL0650| BL0645 MCMANUS AZ MK                       APPROX. 0.6 KM 2901346.1 |
 BL0650| BL0652 MCMANUS 2 RM 4                       17.420 METERS 29515     |
 BL0650|---------------------------------------------------------------------|
 BL0650
 BL0650                          SUPERSEDED SURVEY CONTROL
 BL0650
 BL0650  NAD 83(1986)-  30 57 43.69263(N)    094 43 13.32749(W) AD(       ) 3
 BL0650  NAD 27      -  30 57 42.99500(N)    094 43 12.57700(W) AD(       ) 3
 BL0650  NGVD 29 (01/29/03)  103.40   (m)          339.2    (f) RESET       3  
 BL0650
 BL0650.Superseded values are not recommended for survey control.
 BL0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0650.See file dsdata.txt to determine how the superseded data were derived.
 BL0650
 BL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3568626675(NAD 83)
 BL0650_MARKER: DS = TRIANGULATION STATION DISK
 BL0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0650_STAMPING: MCMANUS 2 1964
 BL0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0650+STABILITY: SURFACE MOTION
 BL0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0650+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 BL0650
 BL0650  HISTORY     - Date     Condition        Report By
 BL0650  HISTORY     - 1964     MONUMENTED       CGS
 BL0650  HISTORY     - 1964     GOOD             CGS
 BL0650  HISTORY     - 20050709 GOOD             USPSQD
 BL0650
 BL0650                          STATION DESCRIPTION
 BL0650
 BL0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 BL0650'THE STATION IS ABOUT 7-3/4 MILES WEST-NORTHWEST OF CHESTER,
 BL0650'ABOUT 7 MILES EAST-SOUTHEAST OF CORRIGAN, ALONG THE NORTH
 BL0650'RIGHT-OF-WAY OF U.S. HIGHWAY 287 AND ON STATE PROPERTY.
 BL0650'
 BL0650'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59
 BL0650'AND 287 AT CORRIGAN, GO SOUTHEASTERLY ON U.S. HIGHWAY 287
 BL0650'FOR 6.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON
 BL0650'THE HIGHWAY 0.35 MILE TO THE STATION ON THE LEFT.
 BL0650'
 BL0650'STATION MARKS ARE STANDARD DISKS STAMPED MCMANUS 2 1964.  THE
 BL0650'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 BL0650'WITH THE SURFACE OF THE GROUND.  IT IS 57 FEET NORTH-NORTHEAST
 BL0650'OF THE CENTER LINE OF HIGHWAY, 259 FEET EAST OF THE EAST GATE
 BL0650'POST OF A GATE IN THE NORTH RIGHT-OF-WAY FENCE, AND 3 FEET
 BL0650'SOUTH OF A METAL WITNESS POST.
 BL0650'
 BL0650'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 54
 BL0650'INCHES BELOW THE SURFACE OF THE GROUND.  THE STATION MARKS ARE
 BL0650'AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 864 + 99.
 BL0650'
 BL0650'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MCMANUS 2 NO 3
 BL0650'1964, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE
 BL0650'SURFACE OF THE GROUND.  IT IS 59 FEET NORTH OF THE CENTER LINE
 BL0650'OF HIGHWAY, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND
 BL0650'AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 865 + 73.
 BL0650'
 BL0650'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MCMANUS 2 NO 4
 BL0650'1964, IS SET IN AN 8 IN X 8 IN CONCRETE POST FLUSH WITH THE
 BL0650'SURFACE OF THE GROUND.  IT IS 59 FEET NORTH OF THE CENTER LINE
 BL0650'OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
 BL0650'AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 864 + 42.
 BL0650'
 BL0650'AZIMUTH MARK, A STANDARD DISK STAMPED MCMANUS 2 1964, IS SET IN
 BL0650'A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 BL0650'IT IS 95 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 54 FEET
 BL0650'NORTHEAST OF THE NORTHEAST CORNER OF MR. J.J. HOWARDS HOUSE, 94
 BL0650'FEET EAST OF THE NORTHEAST CORNER OF GARAGE, 10 FEET SOUTHEAST
 BL0650'OF A POWER LINE POLE WITH TRANSFORMER, 3 FEET SOUTH OF THE
 BL0650'NORTHWEST CORNER OF THE RIGHT-OF-WAY FENCE AND 1 FOOT
 BL0650'SOUTH OF A METAL WITNESS POST.
 BL0650'
 BL0650'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 BL0650
 BL0650                          STATION RECOVERY (1964)
 BL0650
 BL0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BL0650'7.05 MI SE FROM CORRIGAN.
 BL0650'ABOUT 7.05 MILES SOUTHEAST ALONG U. S. HIGHWAY 287 FROM THE JUNCTION
 BL0650'OF U. S. HIGHWAYS 59 AND 287 AT CORRIGAN, TO MARK ON THE LEFT.  57
 BL0650'FEET NORTH-NORTHEAST OF THE CENTER LINE OF HIGHWAY, 259 FEET EAST OF
 BL0650'THE EAST GATE POST OF A GATE IN THE NORTH RIGHT-OF-WAY FENCE, 74.06
 BL0650'FEET WEST OF REFERENCE MARK NO. 3, 57.15 FEET EAST OF REFERENCE MARK
 BL0650'NO. 4, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND METAL WITNESS POST,
 BL0650'AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 864 + 99.  A
 BL0650'STANDARD TRIANGULATION STATION DISK SET IN A 12 X 12 IN. CONCRETE POST
 BL0650'FLUSH WITH THE SURFACE OF THE GROUND.
 BL0650
 BL0650                          STATION RECOVERY (2005)
 BL0650
 BL0650'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0650'R1 WAS NOT FOUND.
 BL0650'R2 WAS FOUND.
 BL0650'AZ WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0649 ***********************************************************************
 BL0649  DESIGNATION -  MCMANUS 2 AZ MK
 BL0649  PID         -  BL0649
 BL0649  STATE/COUNTY-  TX/POLK
 BL0649  USGS QUAD   -  CAMDEN (1984)
 BL0649
 BL0649                         *CURRENT SURVEY CONTROL
 BL0649  ___________________________________________________________________
 BL0649* NAD 83(1986)-  30 57 50.     (N)    094 43 34.     (W)     SCALED    
 BL0649* NAVD 88     -       102.78   (+/-2cm)     337.2    (feet)  VERTCON   
 BL0649  ___________________________________________________________________
 BL0649  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0649
 BL0649  VERT ORDER  -  THIRD (See Below)
 BL0649
 BL0649.The horizontal coordinates were scaled from a topographic map and have
 BL0649.an estimated accuracy of +/- 6 seconds.
 BL0649
 BL0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0649.The vertical order pertains to the NGVD 29 superseded value.
 BL0649
 BL0649.The geoid height was determined by GEOID03.
 BL0649
 BL0649;                    North         East    Units  Estimated Accuracy
 BL0649;SPC TX C     - 3,157,300.    1,235,430.      MT  (+/- 180 meters Scaled)
 BL0649
 BL0649                          SUPERSEDED SURVEY CONTROL
 BL0649
 BL0649  NGVD 29 (01/29/03)  102.79   (m)          337.2    (f) RESET       3  
 BL0649
 BL0649.Superseded values are not recommended for survey control.
 BL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0649.See file dsdata.txt to determine how the superseded data were derived.
 BL0649
 BL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ351268(NAD 83)
 BL0649_MARKER: DZ = AZIMUTH MARK DISK
 BL0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0649_STAMPING: MCMANUS 2 1964
 BL0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0649+STABILITY: SURFACE MOTION
 BL0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0649+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 BL0649
 BL0649  HISTORY     - Date     Condition        Report By
 BL0649  HISTORY     - 1964     MONUMENTED       CGS
 BL0649  HISTORY     - 1990     GOOD             USPSQD
 BL0649  HISTORY     - 20050709 GOOD             USPSQD
 BL0649
 BL0649                          STATION DESCRIPTION
 BL0649
 BL0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL0649'6.7 MI SE FROM CORRIGAN.
 BL0649'ABOUT 6.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 287 FROM THE JUNCTION OF
 BL0649'U. S. HIGHWAYS 59 AND 287 IN CORRIGAN, POLK COUNTY, TO MARK ON THE
 BL0649'RIGHT.  95 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 54 FEET NORTHEAST
 BL0649'OF THE NORTHEAST CORNER OF A FARMHOUSE OWNED BY MR. J. J. HOWARD, 94
 BL0649'FEET EAST OF THE NORTHEST CORNER OF THE GARAGE, 10 FEET SOUTHEAST OF A
 BL0649'POWER LINE POLE WITH TRANSFORMER, 3 FEET SOUTH OF THE NORTHWEST CORNER
 BL0649'OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST. A
 BL0649'STANDARD AZIMUTH MARK DISK STAMPED MCMANUS 2 1964, IS SET IN A 12 X 12
 BL0649'IN. CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 BL0649
 BL0649                          STATION RECOVERY (1990)
 BL0649
 BL0649'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BL0649'RECOVERED IN GOOD CONDITION.
 BL0649
 BL0649                          STATION RECOVERY (2005)
 BL0649
 BL0649'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0649'TOP OF HILL INSIDE THE FENCE, INFRONT OF THE OLD GRAGE.  WITNESS STAKE
 BL0649'THERE,  BUT THE SIGN IS ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0651 ***********************************************************************
 BL0651  DESIGNATION -  MCMANUS 2 RM 3
 BL0651  PID         -  BL0651
 BL0651  STATE/COUNTY-  TX/POLK
 BL0651  USGS QUAD   -  CAMDEN (1984)
 BL0651
 BL0651                         *CURRENT SURVEY CONTROL
 BL0651  ___________________________________________________________________
 BL0651* NAD 83(1986)-  30 57 43.     (N)    094 43 12.     (W)     SCALED    
 BL0651* NAVD 88     -       103.13   (+/-2cm)     338.4    (feet)  VERTCON   
 BL0651  ___________________________________________________________________
 BL0651  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0651
 BL0651  VERT ORDER  -  THIRD (See Below)
 BL0651
 BL0651.The horizontal coordinates were scaled from a topographic map and have
 BL0651.an estimated accuracy of +/- 6 seconds.
 BL0651
 BL0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0651.The vertical order pertains to the NGVD 29 superseded value.
 BL0651
 BL0651.The geoid height was determined by GEOID03.
 BL0651
 BL0651;                    North         East    Units  Estimated Accuracy
 BL0651;SPC TX C     - 3,157,120.    1,236,020.      MT  (+/- 180 meters Scaled)
 BL0651
 BL0651                          SUPERSEDED SURVEY CONTROL
 BL0651
 BL0651  NGVD 29 (01/29/03)  103.14   (m)          338.4    (f) RESET       3  
 BL0651
 BL0651.Superseded values are not recommended for survey control.
 BL0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0651.See file dsdata.txt to determine how the superseded data were derived.
 BL0651
 BL0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ357266(NAD 83)
 BL0651_MARKER: DR = REFERENCE MARK DISK
 BL0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0651_STAMPING: MCMANUS 2 R.M. 3 1964
 BL0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0651+STABILITY: SURFACE MOTION
 BL0651
 BL0651  HISTORY     - Date     Condition        Report By
 BL0651  HISTORY     - 1964     MONUMENTED       CGS
 BL0651  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0651
 BL0651                          STATION DESCRIPTION
 BL0651
 BL0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL0651'7.05 MI SE FROM CORRIGAN.
 BL0651'ABOUT 7.05 MILES SOUTHEAST ALONG U. S. HIGHWAY 287 FROM THE JUNCTION
 BL0651'OF U. S. HIGHWAYS 59 AND 287 AT CORRIGAN, TO MARK ON THE LEFT.  59
 BL0651'FEET NORTH OF THE CENTER LINE OF HIGHWAY, 74.06 FEET EAST OF
 BL0651'TRIANGULATION STATION MCMANUS 2, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 BL0651'FENCE, AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 865 - 73.  A
 BL0651'STANDARD REFERENCE MARK DISK SET IN A 10 X 10 IN. CONCRETE POST FLUSH
 BL0651'WITH THE SURFACE OF THE GROUND.
 BL0651
 BL0651                          STATION RECOVERY (1990)
 BL0651
 BL0651'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BL0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0652 ***********************************************************************
 BL0652  DESIGNATION -  MCMANUS 2 RM 4
 BL0652  PID         -  BL0652
 BL0652  STATE/COUNTY-  TX/POLK
 BL0652  USGS QUAD   -  CAMDEN (1984)
 BL0652
 BL0652                         *CURRENT SURVEY CONTROL
 BL0652  ___________________________________________________________________
 BL0652* NAD 83(1986)-  30 57 43.     (N)    094 43 14.     (W)     SCALED    
 BL0652* NAVD 88     -       103.78   (+/-2cm)     340.5    (feet)  VERTCON   
 BL0652  ___________________________________________________________________
 BL0652  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0652
 BL0652  VERT ORDER  -  THIRD (See Below)
 BL0652
 BL0652.The horizontal coordinates were scaled from a topographic map and have
 BL0652.an estimated accuracy of +/- 6 seconds.
 BL0652
 BL0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0652.The vertical order pertains to the NGVD 29 superseded value.
 BL0652
 BL0652.The geoid height was determined by GEOID03.
 BL0652
 BL0652;                    North         East    Units  Estimated Accuracy
 BL0652;SPC TX C     - 3,157,110.    1,235,970.      MT  (+/- 180 meters Scaled)
 BL0652
 BL0652                          SUPERSEDED SURVEY CONTROL
 BL0652
 BL0652  NGVD 29 (01/29/03)  103.80   (m)          340.6    (f) RESET       3  
 BL0652
 BL0652.Superseded values are not recommended for survey control.
 BL0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0652.See file dsdata.txt to determine how the superseded data were derived.
 BL0652
 BL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ356266(NAD 83)
 BL0652_MARKER: DR = REFERENCE MARK DISK
 BL0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0652_STAMPING: MCMANUS 2 NO 4 1964
 BL0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0652+STABILITY: SURFACE MOTION
 BL0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0652+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 BL0652
 BL0652  HISTORY     - Date     Condition        Report By
 BL0652  HISTORY     - 1964     MONUMENTED       CGS
 BL0652  HISTORY     - 1990     GOOD             USPSQD
 BL0652  HISTORY     - 20050709 GOOD             USPSQD
 BL0652
 BL0652                          STATION DESCRIPTION
 BL0652
 BL0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL0652'7.05 MI SE FROM CORRIGAN.
 BL0652'ABOUT 7.05 MILES SOUTHEAST ALONG U. S. HIGHWAY 287 FROM THE JUNCTION
 BL0652'OF U. S. HIGHWAYS 59 AND 287 AT CORRIGAN TO MARK ON THE LEFT.  59 FEET
 BL0652'NORTH OF THE CENTER LINE OF HIGHWAY, 57.15 FEET WEST OF TRIANGULATION
 BL0652'STATION MCMANUS 2, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND AT
 BL0652'TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 864 + 42.  A STANDARD
 BL0652'REFERENCE MARK DISK SET IN AN 8 X 8 IN. CONCRETE POST FLUSH WITH THE
 BL0652'SURFACE OF THE GROUND.
 BL0652
 BL0652                          STATION RECOVERY (1990)
 BL0652
 BL0652'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BL0652'RECOVERED IN GOOD CONDITION.
 BL0652
 BL0652                          STATION RECOVERY (2005)
 BL0652
 BL0652'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0648 ***********************************************************************
 BL0648  DESIGNATION -  MCMANUS RM 1
 BL0648  PID         -  BL0648
 BL0648  STATE/COUNTY-  TX/POLK
 BL0648  USGS QUAD   -  CAMDEN (1984)
 BL0648
 BL0648                         *CURRENT SURVEY CONTROL
 BL0648  ___________________________________________________________________
 BL0648* NAD 83(1986)-  30 57 43.     (N)    094 43 13.     (W)     SCALED    
 BL0648* NAVD 88     -       102.97   (+/-2cm)     337.8    (feet)  VERTCON   
 BL0648  ___________________________________________________________________
 BL0648  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0648
 BL0648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0648
 BL0648.The horizontal coordinates were scaled from a topographic map and have
 BL0648.an estimated accuracy of +/- 6 seconds.
 BL0648
 BL0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0648.The vertical order pertains to the NGVD 29 superseded value.
 BL0648
 BL0648.The geoid height was determined by GEOID03.
 BL0648
 BL0648;                    North         East    Units  Estimated Accuracy
 BL0648;SPC TX C     - 3,157,110.    1,235,990.      MT  (+/- 180 meters Scaled)
 BL0648
 BL0648                          SUPERSEDED SURVEY CONTROL
 BL0648
 BL0648  NGVD 29 (??/??/92)  102.989  (m)          337.89   (f) ADJ UNCH    2 0
 BL0648
 BL0648.Superseded values are not recommended for survey control.
 BL0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0648.See file dsdata.txt to determine how the superseded data were derived.
 BL0648
 BL0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ356266(NAD 83)
 BL0648_MARKER: DR = REFERENCE MARK DISK
 BL0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0648_STAMPING: MCMANUS NO. 1 1949
 BL0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0648+STABILITY: SURFACE MOTION
 BL0648
 BL0648  HISTORY     - Date     Condition        Report By
 BL0648  HISTORY     - 1949     MONUMENTED       CGS
 BL0648
 BL0648                          STATION DESCRIPTION
 BL0648
 BL0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0648'4.4 MI N FROM CAMDEN.
 BL0648'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY EXPRESS CO.
 BL0648'OFFICE AT CAMDEN, THENCE 2.7 MILES NORTHEAST ALONG A DIRT ROAD, THENCE
 BL0648'0.2 MILE WEST ALONG A DIRT ROAD, THENCE 1.2 MILES NORTHWESTERLY ALONG
 BL0648'A DIRT ROAD, THENCE 0.2 MILE NORTHWEST ALONG U. S. HIGHWAY NO. 287,
 BL0648'0.4 MILE SOUTHEAST ALONG THE HIGHWAY FROM MCMANUS 1949 AZIMUTH, AT THE
 BL0648'SUMMIT OF A HILL, ABOUT 0.25 MILE NORTHWEST OF A WHITE FARMHOUSE ON
 BL0648'THE SOUTH SIDE OF THE HIGHWAY, 148.6 FEET EAST OF REFERENCE MARK NO.
 BL0648'2, 81.3 FEET EAST OF TRIANGULATION STATION MCMANUS 1949, 36.9 FEET
 BL0648'NORTH OF THE CENTER LINE OF THE HIGHWAY, 13.0 FEET SOUTH OF THE NORTH
 BL0648'RIGHT-OF-WAY FENCE, ABOUT 2.0 FEET BELOW HIGHWAY LEVEL, SET IN THE TOP
 BL0648'OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND. NOTE-- THIS MARK IS
 BL0648'ALSO 2.9 MILE NORTHWEST OF THE POST OFFICE AT BARNUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0647 ***********************************************************************
 BL0647  DESIGNATION -  MCMANUS RM 2
 BL0647  PID         -  BL0647
 BL0647  STATE/COUNTY-  TX/POLK
 BL0647  USGS QUAD   -  CAMDEN (1984)
 BL0647
 BL0647                         *CURRENT SURVEY CONTROL
 BL0647  ___________________________________________________________________
 BL0647* NAD 83(1986)-  30 57 44.     (N)    094 43 14.     (W)     SCALED    
 BL0647* NAVD 88     -       103.26   (+/-2cm)     338.8    (feet)  VERTCON   
 BL0647  ___________________________________________________________________
 BL0647  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0647
 BL0647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0647
 BL0647.The horizontal coordinates were scaled from a topographic map and have
 BL0647.an estimated accuracy of +/- 6 seconds.
 BL0647
 BL0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0647.The vertical order pertains to the NGVD 29 superseded value.
 BL0647
 BL0647.The geoid height was determined by GEOID03.
 BL0647
 BL0647;                    North         East    Units  Estimated Accuracy
 BL0647;SPC TX C     - 3,157,140.    1,235,970.      MT  (+/- 180 meters Scaled)
 BL0647
 BL0647                          SUPERSEDED SURVEY CONTROL
 BL0647
 BL0647  NGVD 29 (??/??/92)  103.274  (m)          338.82   (f) ADJ UNCH    2 0
 BL0647
 BL0647.Superseded values are not recommended for survey control.
 BL0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0647.See file dsdata.txt to determine how the superseded data were derived.
 BL0647
 BL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ356266(NAD 83)
 BL0647_MARKER: DR = REFERENCE MARK DISK
 BL0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0647_STAMPING: MCMANUS NO. 2 1949
 BL0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0647+STABILITY: SURFACE MOTION
 BL0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0647+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 BL0647
 BL0647  HISTORY     - Date     Condition        Report By
 BL0647  HISTORY     - 1949     MONUMENTED       CGS
 BL0647  HISTORY     - 20050709 GOOD             USPSQD
 BL0647
 BL0647                          STATION DESCRIPTION
 BL0647
 BL0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0647'4.4 MI N FROM CAMDEN.
 BL0647'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY EXPRESS CO.
 BL0647'OFFICE AT CAMDEN, THENCE 2.7 MILES NORTHEAST ALONG A DIRT ROAD, THENCE
 BL0647'0.2 MILE WEST ALONG A DIRT ROAD, THENCE 1.2 MILES NORTHWESTERLY ALONG
 BL0647'A DIRT ROAD, THENCE 0.2 MILE NORTHWEST ALONG U. S. HIGHWAY NO. 287,
 BL0647'0.4 MILE SOUTHEAST ALONG THE HIGHWAY FROM MCMANUS 1949 AZIMUTH, AT THE
 BL0647'SUMMIT OF A HILL, ABOUT 0.25 MILE NORTHWEST OF A WHITE FARMHOUSE ON
 BL0647'THE SOUTH SIDE OF THE HIGHWAY, 148.6 FEET WEST OF REFERENCE MARK NO.
 BL0647'1, 67.2 FEET WEST OF TRIANGULATION STATION MCMANUS 1949, 37.3 FEET
 BL0647'NORTH OF THE CENTER LINE OF THE HIGHWAY, 13.0 FEET SOUTH OF THE NORTH
 BL0647'RIGHT-OF-WAY FENCE, ABOUT 2.0 FEET BELOW HIGHWAY LEVEL, SET IN THE TOP
 BL0647'OF A CONCRETE POST AND ABOUT LEVEL WITH THE GROUND. NOTE-- THIS MARK
 BL0647'IS ALSO 2.9 MILES NORTHWEST OF THE POST OFFICE AT BARNUM.
 BL0647
 BL0647                          STATION RECOVERY (2005)
 BL0647
 BL0647'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0647'TOP OF THE NEXT HILL GOING EAST ON HW 287.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1996 ***********************************************************************
 FL1996  DESIGNATION -  MCMURTRY
 FL1996  PID         -  FL1996
 FL1996  STATE/COUNTY-  TX/DONLEY
 FL1996  USGS QUAD   -  GRIFFIN RANCH (1976)
 FL1996
 FL1996                         *CURRENT SURVEY CONTROL
 FL1996  ___________________________________________________________________
 FL1996* NAD 83(1993)-  35 03 53.15808(N)    100 50 52.88304(W)     ADJUSTED  
 FL1996* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 FL1996  ___________________________________________________________________
 FL1996  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 FL1996  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL1996
 FL1996  HORZ ORDER  -  SECOND
 FL1996
 FL1996.The horizontal coordinates were established by classical geodetic methods
 FL1996.and adjusted by the National Geodetic Survey in February 1996..
 FL1996
 FL1996.The orthometric height was scaled from a topographic map.
 FL1996
 FL1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1996
 FL1996.The geoid height was determined by GEOID03.
 FL1996
 FL1996;                    North         East     Units Scale Factor Converg.
 FL1996;SPC TX N     - 1,118,317.908   259,466.238   MT  0.99992976   +0 22 40.2
 FL1996;SPC TX N     - 3,669,014.67    851,265.48   sFT  0.99992976   +0 22 40.2
 FL1996;UTM  14      - 3,881,787.009   331,487.804   MT  0.99994998   -1 03 43.0
 FL1996
 FL1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1996!SPC TX N     -   0.99986900  x   0.99992976  =   0.99979877
 FL1996!UTM  14      -   0.99986900  x   0.99994998  =   0.99981899
 FL1996
 FL1996|---------------------------------------------------------------------|
 FL1996| PID    Reference Object                     Distance      Geod. Az  |
 FL1996|                                                           dddmmss.s |
 FL1996| CK9397 MCMURTRY RM 1                        13.383 METERS 17636     |
 FL1996| CK9396 MCMURTRY AZ MK                                     2514812.2 |
 FL1996| CK9398 MCMURTRY RM 2                        10.118 METERS 26912     |
 FL1996|---------------------------------------------------------------------|
 FL1996
 FL1996                          SUPERSEDED SURVEY CONTROL
 FL1996
 FL1996  NAD 83(1993)-  35 03 53.15979(N)    100 50 52.88080(W) AD(       ) 2
 FL1996  NAD 83(1986)-  35 03 53.16366(N)    100 50 52.87453(W) AD(       ) 2
 FL1996  NAD 27      -  35 03 52.98200(N)    100 50 51.36100(W) AD(       ) 2
 FL1996
 FL1996.Superseded values are not recommended for survey control.
 FL1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1996.See file dsdata.txt to determine how the superseded data were derived.
 FL1996
 FL1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3148881787(NAD 83)
 FL1996_MARKER: DS = TRIANGULATION STATION DISK
 FL1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1996
 FL1996  HISTORY     - Date     Condition        Report By
 FL1996  HISTORY     - 1951     MONUMENTED       CGS
 FL1996
 FL1996                          STATION DESCRIPTION
 FL1996
 FL1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1996'THE STATION IS ABOUT 9 MILES AIR LINE NORTH-NORTHEAST OF
 FL1996'CLARENDON AND 9.5 MILES AIR LINE SOUTH-SOUTHEAST OF JERICHO.
 FL1996'IT IS ON THE HIGHEST POINT OF A SANDY KNOLL ON THE C.T.
 FL1996'MC MURTRY RANCH.  0.1 MILE NORTH OF A CATTLE GUARD.  20 FEET
 FL1996'SOUTH OF THE RIM OF A DEEP RAVINE.  AND 6 FEET SOUTH OF A
 FL1996'WHITE WITNESS POST.  THE STATION MARK IS STAMPED MC MURTRY 1951,
 FL1996'AND PROJECTS 3 INCHES.
 FL1996'
 FL1996'REFERENCE MARK NO. 1 IS STAMPED MC MURTRY NO 1 1951.  IT
 FL1996'PROJECTS 4 INCHES, AND IS ABOUT 18 INCHES LOWER THAN THE
 FL1996'STATION.
 FL1996'
 FL1996'REFERENCE MARK NO. 2 IS STAMPED MC MURTRY NO 2 1951.  IT
 FL1996'PROJECTS 3 INCHES, AND IS 2 FEET LOWER THAN THE STATION.
 FL1996'
 FL1996'THE AZIMUTH MARK IS STAMPED MC MURTRY 1951.  IT IS SET IN
 FL1996'A DRILL HOLE IN THE NORTH END OF A CONCRETE CULVERT.  0.3
 FL1996'MILE WEST-SOUTHWEST OF THE STATION.  11 FEET NORTH OF THE
 FL1996'CENTER LINE OF AN EAST-WEST ROAD.  11 FEET SOUTH OF A WHITE
 FL1996'WITNESS POST.  AND 12 FEET SOUTH OF A FENCE LINE.  THE MARK
 FL1996'PROJECTS 1 FOOT.
 FL1996'
 FL1996'TO REACH FROM THE TRAFFIC LIGHT IN CLARENDON AT THE MAIN
 FL1996'INTERSECTION, GO WESTERLY ON U.S. HIGHWAY 287 FOR 0.7 MILE
 FL1996'TO JUNCTION.  TURN RIGHT ON STATE HIGHWAY 70 AND GO 8.25
 FL1996'MILES TO A CROSSROAD AT THE ABANDONED GOLDSTON SCHOOL HOUSE.
 FL1996'TURN RIGHT, EAST, ON DIRT ROAD, GO 2.65 MILES TO IRON CATTLE
 FL1996'GUARDS.  CROSS THE NORTH CATTLE GUARD, TURN LEFT AND GO 0.1
 FL1996'MILE TO HIGHEST POINT AND STATION SITE.
 FL1996'
 FL1996'TO REACH THE AZIMUTH MARK FROM THE CATTLE GUARD MENTIONED
 FL1996'IN THE ABOVE DESCRIPTION.  GO WEST FOR 0.2 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6840 ***********************************************************************
 AW6840  DESIGNATION -  MCNABB
 AW6840  PID         -  AW6840
 AW6840  STATE/COUNTY-  TX/BRAZORIA
 AW6840  USGS QUAD   -  MANVEL (1974)
 AW6840
 AW6840                         *CURRENT SURVEY CONTROL
 AW6840  ___________________________________________________________________
 AW6840* NAD 83(1993)-  29 27 07.72380(N)    095 17 29.05939(W)     ADJUSTED  
 AW6840* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 AW6840  ___________________________________________________________________
 AW6840  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6840  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW6840
 AW6840  HORZ ORDER  -  THIRD
 AW6840
 AW6840.The horizontal coordinates were established by classical geodetic methods
 AW6840.and adjusted by the National Geodetic Survey in February 1996..
 AW6840
 AW6840.The orthometric height was scaled from a topographic map.
 AW6840
 AW6840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6840
 AW6840.The geoid height was determined by GEOID03.
 AW6840
 AW6840;                    North         East     Units Scale Factor Converg.
 AW6840;SPC TXSC     - 4,185,110.345   959,668.850   MT  0.99986533   +1 49 00.8
 AW6840;SPC TXSC     -13,730,649.52  3,148,513.55   sFT  0.99986533   +1 49 00.8
 AW6840;UTM  15      - 3,260,266.936   277,764.646   MT  1.00020945   -1 07 37.7
 AW6840
 AW6840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6840!SPC TXSC     -   1.00000189  x   0.99986533  =   0.99986722
 AW6840!UTM  15      -   1.00000189  x   1.00020945  =   1.00021134
 AW6840
 AW6840|---------------------------------------------------------------------|
 AW6840| PID    Reference Object                     Distance      Geod. Az  |
 AW6840|                                                           dddmmss.s |
 AW6840| AW2085 A 457                                29.236 METERS 09904     |
 AW6840| AW6770 ALVIN E MUN WATER TANK              APPROX. 5.3 KM 1245021.4 |
 AW6840| AW6839 ALVIN WEST MUNICIPAL TANK           APPROX. 4.6 KM 1285449.2 |
 AW6840| AW2019 C 457                                              2274324.8 |
 AW6840| CV6563 MCNABB RM 1                          34.771 METERS 35033     |
 AW6840|---------------------------------------------------------------------|
 AW6840
 AW6840                          SUPERSEDED SURVEY CONTROL
 AW6840
 AW6840  NAD 83(1986)-  29 27 07.73788(N)    095 17 29.03882(W) AD(       ) 3
 AW6840  NAD 27      -  29 27 06.88581(N)    095 17 28.27108(W) AD(       ) 3
 AW6840
 AW6840.Superseded values are not recommended for survey control.
 AW6840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6840.See file dsdata.txt to determine how the superseded data were derived.
 AW6840
 AW6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7776560267(NAD 83)
 AW6840_MARKER: DS = TRIANGULATION STATION DISK
 AW6840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6840
 AW6840  HISTORY     - Date     Condition        Report By
 AW6840  HISTORY     - 1952     MONUMENTED       CGS
 AW6840  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW6840
 AW6840                          STATION DESCRIPTION
 AW6840
 AW6840'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6840'THE STATION IS LOCATED ABOUT 3.5 MILES WEST-NORTHWEST OF ALVIN AND
 AW6840'ABOUT 0.5 MILE NORTH OF STATE ROUTE NO. 6 ON THE JOE E. MC NABB
 AW6840'AIRPORT.  IT IS 182.0 FEET WEST OF THE NORTHWEST CORNER OF A
 AW6840'HANGAR AND 27.0 FEET SOUTH OF THE CENTER OF A SHELL DRIVE
 AW6840'LEADING INTO THE AIRPORT.  IT IS SET FLUSH WITH THE SURFACE OF
 AW6840'THE GROUND AND IS STAMPED MC NABB 1952.
 AW6840'
 AW6840'REFERENCE MARK NO. 1 IS 17.0 FEET EAST OF THE CENTER OF A
 AW6840'SHELL DRIVE, 16.0 FEET SOUTH OF THE CENTER OF A SHELL ROAD LEADING
 AW6840'TO THE ALVIN GOLF CLUB AND 9.0 FEET NORTH OF THE CENTER OF A
 AW6840'SMALL WOODEN CULVERT HEADWALL.  IT PROJECTS 1 INCH AND IS STAMPED
 AW6840'MC NABB NO 1 1952.
 AW6840'
 AW6840'REFERENCE MARK NO. 2 (BENCH MARK A 457) IS 115.0 FEET WEST-NORTHWEST
 AW6840'OF THE NORTHWEST CORNER OF A HANGAR, 33.0 FEET SOUTH OF THE
 AW6840'CENTER OF A SHELL ROAD, 22.0 FEET NORTH OF THE CENTER OF A SHELL
 AW6840'DRIVE, 8.0 FEET EAST OF A POWERLINE BRACE POLE AND 3.0 FEET
 AW6840'EAST OF A WITNESS POST.  IT IS A STANDARD U.S.C. AND G.S.
 AW6840'BENCH MARK PROJECTING 3 INCHES AND IS STAMPED A 457 1951.
 AW6840'
 AW6840'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 AW6840'2 (BENCH MARK A 457) IS 170.85 FEET.
 AW6840'
 AW6840'THE AZIMUTH MARK (BENCH MARK C 457) IS 40.0 FEET EAST OF THE
 AW6840'CENTER OF AN OILED ROAD, 11.0 FEET EAST OF A CORNER POST, 3.0
 AW6840'FEET WEST OF A WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.
 AW6840'IT IS A STANDARD U.S.C. AND G.S. BENCH MARK PROJECTING 5 INCHES
 AW6840'AND IS STAMPED C 457 1951.
 AW6840'
 AW6840'BENCH MARK B 457 IS 136.0 FEET EAST-NORTHEAST OF THE NORTHEAST
 AW6840'CORNER OF A HANGAR, 7.0 FEET EAST OF A POWERLINE POLE, 3.0
 AW6840'FEET WEST OF A WITNESS POST AND 1.0 FOOT SOUTH OF A FENCE.
 AW6840'THE MARK COULD NOT BE MEASURED TO DUE TO THE CONSTRUCTION OF A
 AW6840'NEW WING ON THE HANGAR BUT IT IS APPROXIMATELY 370 FEET FROM
 AW6840'THE STATION.  IT IS A STANDARD U.S.C. AND G.S. BENCH MARK
 AW6840'PROJECTING 3 INCHES AND IS STAMPED B 457 1951.
 AW6840'
 AW6840'TO REACH THE STATION FROM THE POST OFFICE IN ALVIN, GO EAST ON
 AW6840'THE MAIN STREET FOR 2 BLOCKS TO STATE ROUTE NO. 35, TURN LEFT
 AW6840'AND GO NORTH ON STATE ROUTE NO. 35 FOR 0.3 MILE TO THE JUNCTION
 AW6840'WITH STATE ROUTE NO. 6.  HERE TURN LEFT AND GO WESTERLY ON STATE
 AW6840'ROUTE NO. 6 FOR 3.2 MILES TO A CROSSROAD, TURN RIGHT AND GO
 AW6840'NORTH ON AN OILED ROAD FOR 0.15 MILE TO A FENCE CORNER ON THE
 AW6840'RIGHT AND THE AZIMUTH MARK (BENCH MARK C 457) AS DESCRIBED.
 AW6840'CONTINUE NORTH ON AN OILED ROAD FOR 0.35 MILE TO A T SHELL
 AW6840'ROAD RIGHT, TURN RIGHT AND GO EAST FOR ABOUT 30 YARDS TO WHERE
 AW6840'THE DRIVE INTO THE AIRPORT TURNS SHARP RIGHT ACROSS A SMALL
 AW6840'CULVERT THEN LEFT FOR ABOUT 0.05 MILE TO THE JOE E. MC NABB
 AW6840'AIRPORT HANGAR AND THE STATION AS DESCRIBED.
 AW6840'
 AW6840'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AW6840
 AW6840                          STATION RECOVERY (1997)
 AW6840
 AW6840'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0702 ***********************************************************************
 DQ0702  DESIGNATION -  MCNABB
 DQ0702  PID         -  DQ0702
 DQ0702  STATE/COUNTY-  TX/LYNN
 DQ0702  USGS QUAD   -  MEADOW SE (1985)
 DQ0702
 DQ0702                         *CURRENT SURVEY CONTROL
 DQ0702  ___________________________________________________________________
 DQ0702* NAD 83(1993)-  33 19 39.55956(N)    102 03 03.07819(W)     ADJUSTED  
 DQ0702* NAVD 88     -       997.0    (meters)    3271.     (feet)  VERTCON   
 DQ0702  ___________________________________________________________________
 DQ0702  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DQ0702  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 DQ0702
 DQ0702  HORZ ORDER  -  FIRST
 DQ0702
 DQ0702.The horizontal coordinates were established by classical geodetic methods
 DQ0702.and adjusted by the National Geodetic Survey in February 1996..
 DQ0702
 DQ0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0702
 DQ0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0702
 DQ0702.The geoid height was determined by GEOID03.
 DQ0702
 DQ0702;                    North         East     Units Scale Factor Converg.
 DQ0702;SPC TXNC     - 2,189,773.926   269,494.387   MT  0.99988418   -1 56 11.8
 DQ0702;SPC TXNC     - 7,184,283.29    884,166.17   sFT  0.99988418   -1 56 11.8
 DQ0702;UTM  13      - 3,691,495.665   774,522.434   MT  1.00052926   +1 37 16.9
 DQ0702;UTM  14      - 3,691,768.385   216,006.325   MT  1.00059450   -1 40 38.4
 DQ0702
 DQ0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0702!SPC TXNC     -   0.99984730  x   0.99988418  =   0.99973150
 DQ0702!UTM  13      -   0.99984730  x   1.00052926  =   1.00037648
 DQ0702!UTM  14      -   0.99984730  x   1.00059450  =   1.00044171
 DQ0702
 DQ0702:                Primary Azimuth Mark                     Grid Az
 DQ0702:SPC TXNC     -  MCNABB AZ MK                             006 28 57.0
 DQ0702:UTM  13      -  MCNABB AZ MK                             002 55 28.3
 DQ0702:UTM  14      -  MCNABB AZ MK                             006 13 23.6
 DQ0702
 DQ0702|---------------------------------------------------------------------|
 DQ0702| PID    Reference Object                     Distance      Geod. Az  |
 DQ0702|                                                           dddmmss.s |
 DQ0702| CJ7052 MCNABB AZ MK                                       0043245.2 |
 DQ0702| CJ7053 MCNABB RM 1                          41.020 METERS 07916     |
 DQ0702| CJ7054 MCNABB RM 2                          90.632 METERS 18013     |
 DQ0702|---------------------------------------------------------------------|
 DQ0702
 DQ0702                          SUPERSEDED SURVEY CONTROL
 DQ0702
 DQ0702  NAD 83(1986)-  33 19 39.56739(N)    102 03 03.07070(W) AD(       ) 1
 DQ0702  NAD 27      -  33 19 39.24800(N)    102 03 01.45200(W) AD(       ) 1
 DQ0702  NGVD 29 (07/19/86)  996.6    (m)         3270.     (f) VERT ANG       
 DQ0702
 DQ0702.Superseded values are not recommended for survey control.
 DQ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0702.See file dsdata.txt to determine how the superseded data were derived.
 DQ0702
 DQ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS7452291496(NAD 83)
 DQ0702_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DQ0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0702
 DQ0702  HISTORY     - Date     Condition        Report By
 DQ0702  HISTORY     - 1935     MONUMENTED       CGS
 DQ0702  HISTORY     - 1937     GOOD             TXHD
 DQ0702  HISTORY     - 1938     GOOD             TXHD
 DQ0702  HISTORY     - 1956     MARK NOT FOUND   USGS
 DQ0702
 DQ0702                          STATION DESCRIPTION
 DQ0702
 DQ0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0702'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHEAST OF ROPES AND IS
 DQ0702'ON LAND OWNED BY F.E. MC NABB.
 DQ0702'
 DQ0702'THE STATION MARK PROJECTS 6 INCHES AND IS IN THE NORTHEAST
 DQ0702'CORNER OF YARD SURROUNDING THE LAKEVIEW COTTON GIN.
 DQ0702'
 DQ0702'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS EAST OF THE
 DQ0702'STATION.  IT IS IN THE RIGHT-OF-WAY FENCE ON THE WEST SIDE OF A
 DQ0702'GRADED NORTH-AND-SOUTH SECTION LINE ROAD.
 DQ0702'
 DQ0702'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS SOUTH OF THE
 DQ0702'STATION.
 DQ0702'
 DQ0702'AZIMUTH MARK PROJECTS 4 INCHES AND IS NORTH OF THE STATION.
 DQ0702'IT IS IN THE RIGHT-OF-WAY FENCE MENTIONED IN THE DESCRIPTION OF
 DQ0702'REFERENCE MARK NO. 1.
 DQ0702'
 DQ0702'A 50-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 DQ0702'
 DQ0702'TO REACH THE STATION FROM THE MAIN CORNER IN MEADOW, A SMALL TOWN
 DQ0702'OF U.S. HIGHWAY 62, GO SOUTHWEST ON U.S. HIGHWAY 62 FOR 0.9
 DQ0702'MILE TO A GRADED EAST-AND-WEST CROSS ROAD.  HERE LEAVE THE
 DQ0702'HIGHWAY, TURN SHARP LEFT, ADN GO EAST OF GRADED ROAD 9.5 MILES
 DQ0702'TO A CROSS ROAD.  THE LAKEVIEW COTTON GIN AND THE STATION ARE IN
 DQ0702'THE NORTHEAST ANGLE OF THIS INTERSECTION.
 DQ0702'
 DQ0702'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0702'BRONZE DISKS SET IN CONCRETE.
 DQ0702
 DQ0702                          STATION RECOVERY (1937)
 DQ0702
 DQ0702'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DQ0702'ORIGINAL DESCRIPTION NOT FOLLOWED.  FROM THOMAS TRIANGULATION
 DQ0702'STATION FOLLOW COUNTY ROAD WEST FOR 9.00 MILES TO LAKEVIEW
 DQ0702'GIN IN THE LAKEVIEW COMMUNITY.  TO REACH STATION FROM TAHOKA
 DQ0702'(LYNN COUNTY COURTHOUSE) GO WEST ON STATE HIGHWAY 84, (U.S. 380)
 DQ0702'FOR 15.3 MILES TO WEST POINT SCHOOL.  TURN NORTH ON TO COUNTY
 DQ0702'ROAD AND FOLLOW 9.8 MILES TO CROSS ROAD AND LAKEVIEW COTTON GIN
 DQ0702'ON NORTHWEST CORNER OF ROAD INTERSECTION.
 DQ0702'
 DQ0702'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DQ0702'RECOVERED IN GOOD CONDITION.
 DQ0702
 DQ0702                          STATION RECOVERY (1938)
 DQ0702
 DQ0702'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0702'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING STATION IS SATISFACTORY.
 DQ0702'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DQ0702'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DQ0702
 DQ0702                          STATION RECOVERY (1956)
 DQ0702
 DQ0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DQ0702'STATION WAS DESTROYED.  REFERENCE MARK NO. 1 FOUND ON SURFACE OF
 DQ0702'GROUND.  THE AZIMUTH MARK FOUND SET IN CORNER OF FARM YARD 0.4
 DQ0702'MILE NORTH WITH DIRECTION ARROW POINTING EAST.  IT HAS OBVIOUSLY
 DQ0702'BEEN MOVED, BUT WILL BE TIED WITH 3RD ORDER TRAVERSE POSITION.
 DQ0702'SURFACE MARK OF STATION AND R.M. 2 OBVIOUSLY DESTROYED.  SEARCH
 DQ0702'MADE FOR UNDERGROUND MARK BY DRIVING STEEL RODS TO A DEPTH OF
 DQ0702'THREE FEET, IN AREA OF LOCATION.  AT ONE POINT LIMESTONE
 DQ0702'ENCOUNTERED AT A DEPTH OF ABOT 3 FEET.  SEARCH ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0638 ***********************************************************************
 CD0638  DESIGNATION -  MCNARY RM 1
 CD0638  PID         -  CD0638
 CD0638  STATE/COUNTY-  TX/HUDSPETH
 CD0638  USGS QUAD   -  MC NARY (1972)
 CD0638
 CD0638                         *CURRENT SURVEY CONTROL
 CD0638  ___________________________________________________________________
 CD0638* NAD 83(1986)-  31 14 53.     (N)    105 47 48.     (W)     SCALED    
 CD0638* NAVD 88     -      1090.202  (meters)    3576.77   (feet)  ADJUSTED  
 CD0638  ___________________________________________________________________
 CD0638  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CD0638  DYNAMIC HT  -        1088.493 (meters)    3571.16  (feet)  COMP
 CD0638  MODELED GRAV-     979,036.3   (mgal)                       NAVD 88
 CD0638
 CD0638  VERT ORDER  -  FIRST     CLASS II
 CD0638
 CD0638.The horizontal coordinates were scaled from a topographic map and have
 CD0638.an estimated accuracy of +/- 6 seconds.
 CD0638
 CD0638.The orthometric height was determined by differential leveling
 CD0638.and adjusted by the National Geodetic Survey in June 1991..
 CD0638
 CD0638.The geoid height was determined by GEOID03.
 CD0638
 CD0638.The dynamic height is computed by dividing the NAVD 88
 CD0638.geopotential number by the normal gravity value computed on the
 CD0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0638.degrees latitude (g = 980.6199 gals.).
 CD0638
 CD0638.The modeled gravity was interpolated from observed gravity values.
 CD0638
 CD0638;                    North         East    Units  Estimated Accuracy
 CD0638;SPC TX C     - 3,188,080.      179,850.      MT  (+/- 180 meters Scaled)
 CD0638
 CD0638                          SUPERSEDED SURVEY CONTROL
 CD0638
 CD0638  NGVD 29 (??/??/92) 1089.631  (m)         3574.90   (f) ADJ UNCH    1 2
 CD0638
 CD0638.Superseded values are not recommended for survey control.
 CD0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0638.See file dsdata.txt to determine how the superseded data were derived.
 CD0638
 CD0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ241573(NAD 83)
 CD0638_MARKER: DR = REFERENCE MARK DISK
 CD0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0638_STAMPING: MCNARY NO 1 1934
 CD0638_PROJECTION: PROJECTING 30 CENTIMETERS
 CD0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0638+STABILITY: SURFACE MOTION
 CD0638
 CD0638  HISTORY     - Date     Condition        Report By
 CD0638  HISTORY     - 1934     MONUMENTED       CGS
 CD0638  HISTORY     - 1956     GOOD             NGS
 CD0638  HISTORY     - 1981     GOOD             NGS
 CD0638
 CD0638                          STATION DESCRIPTION
 CD0638
 CD0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0638'0.15 MI NW FROM MCNARY.
 CD0638'0.15 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0638'STATION AT MCNARY, 57.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 CD0638'MAIN TRACK, 274.5 FEET SOUTH OF THE SOUTH CORNER OF A CONCRETE HOUSE,
 CD0638'9 FEET NORTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, SET
 CD0638'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CD0638'GROUND.
 CD0638
 CD0638                          STATION RECOVERY (1981)
 CD0638
 CD0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0638'IN MCNARY, 0.1 KM (0.05 MI) EAST AND ACROSS THE SOUTHERN PACIFIC
 CD0638'RAILROAD FROM THE POST OFFICE AND STORE, 91.4 METERS (300.0 FT)
 CD0638'NORTH-NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, 17.3 METERS
 CD0638'(56.7 FT) NORTHEAST OF THE NEAR RAIL, 2.7 METERS (9.0 FT) NORTHEAST
 CD0638'OF A FENCE AND 0.5 METER (1.5 FT) NORTHWEST OF A 4 BY 4 INCH WOODEN
 CD0638'WITNESS POST.
 CD0638'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CD0638'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0256 ***********************************************************************
 AM0256  DESIGNATION -  MCNEEL
 AM0256  PID         -  AM0256
 AM0256  STATE/COUNTY-  TX/BRAZORIA
 AM0256  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0256
 AM0256                         *CURRENT SURVEY CONTROL
 AM0256  ___________________________________________________________________
 AM0256* NAD 83(1993)-  28 53 44.11577(N)    095 30 38.60035(W)     ADJUSTED  
 AM0256* NAVD 88     -         0.69   (+/-2cm)       2.3    (feet)  VERTCON   
 AM0256  ___________________________________________________________________
 AM0256  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AM0256  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AM0256
 AM0256  HORZ ORDER  -  FIRST
 AM0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0256
 AM0256.The horizontal coordinates were established by classical geodetic methods
 AM0256.and adjusted by the National Geodetic Survey in February 1996..
 AM0256
 AM0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0256.The vertical order pertains to the NGVD 29 superseded value.
 AM0256
 AM0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0256
 AM0256.The geoid height was determined by GEOID03.
 AM0256
 AM0256;                    North         East     Units Scale Factor Converg.
 AM0256;SPC TXSC     - 4,122,803.093   940,245.429   MT  0.99989243   +1 42 34.0
 AM0256;SPC TXSC     -13,526,229.81  3,084,788.54   sFT  0.99989243   +1 42 34.0
 AM0256;UTM  15      - 3,199,010.895   255,168.400   MT  1.00033978   -1 12 49.8
 AM0256
 AM0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0256!SPC TXSC     -   1.00000404  x   0.99989243  =   0.99989647
 AM0256!UTM  15      -   1.00000404  x   1.00033978  =   1.00034382
 AM0256
 AM0256|---------------------------------------------------------------------|
 AM0256| PID    Reference Object                     Distance      Geod. Az  |
 AM0256|                                                           dddmmss.s |
 AM0256| CV6832 MCNEEL STONE POST NORTH               0.885 METERS 01356     |
 AM0256| AM0456 MULE                                APPROX.10.6 KM 0664454.7 |
 AM0256| AM0414 FREEPORT MUNICIPAL TANK             APPROX.17.2 KM 0685831.8 |
 AM0256| CV6831 MCNEEL STONE POST EAST                0.950 METERS 09936     |
 AM0256| CV6564 MCNEEL RM 1                          53.029 METERS 13349     |
 AM0256| CV6565 MCNEEL RM 4                          38.567 METERS 16838     |
 AM0256| CV6833 MCNEEL STONE POST SOUTH               0.790 METERS 20529     |
 AM0256| AM0255 MCNEEL RM 2                          46.299 METERS 25252     |
 AM0256|---------------------------------------------------------------------|
 AM0256
 AM0256                          SUPERSEDED SURVEY CONTROL
 AM0256
 AM0256  NAD 83(1986)-  28 53 44.12501(N)    095 30 38.58007(W) AD(       ) 1
 AM0256  NAD 27      -  28 53 43.22100(N)    095 30 37.77500(W) AD(       ) 1
 AM0256  NGVD 29 (??/??/92)    0.721  (m)            2.37   (f) ADJ UNCH    2 0
 AM0256
 AM0256.Superseded values are not recommended for survey control.
 AM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0256.See file dsdata.txt to determine how the superseded data were derived.
 AM0256
 AM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM5516899011(NAD 83)
 AM0256_MARKER: DS = TRIANGULATION STATION DISK
 AM0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0256_STAMPING: MCNEEL 1852 1931
 AM0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0256+STABILITY: SURFACE MOTION
 AM0256
 AM0256  HISTORY     - Date     Condition        Report By
 AM0256  HISTORY     - 1931     MONUMENTED       CGS
 AM0256  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AM0256  HISTORY     - 1934     GOOD             CGS
 AM0256  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 AM0256  HISTORY     - 1942     GOOD             CGS
 AM0256  HISTORY     - 1960     GOOD             CGS
 AM0256  HISTORY     - 1967     GOOD             CGS
 AM0256  HISTORY     - 1969     GOOD             CGS
 AM0256
 AM0256                          STATION DESCRIPTION
 AM0256
 AM0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AM0256'4.9 MI NE FROM CEDAR LAKE.
 AM0256'IN BRAZORIA COUNTY, 4.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE
 AM0256'POST OFFICE AT CEDAR LAKE, MATAGORDA COUNTY, THENCE 6.45 MILES
 AM0256'SOUTHEAST ALONG ANOTHER COUNTY ROAD.  0.25 MILE NORTHEAST OF A CATTLE
 AM0256'GUARD, 0.2 MILE NORTHEAST OF THE JUNCTION OF A LANE LEADING INTO A
 AM0256'RANCH YARD, 0.2 MILE SOUTHWEST OF THE RANCH HOUSE OWNED IN 1942 BY MR.
 AM0256'DUCROZ, ON HIS PASTURE LAND, ABOUT 400 YARDS SOUTHWEST OF THE BANK OF
 AM0256'SAN BERNARD RIVER, 178 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 AM0256'2.8 FEET FROM THREE GRANITE POSTS PROJECTING 0.7 FOOT ABOVE THE GROUND
 AM0256'WHICH SURROUND THE MARK, AND 2.8 FEET EAST OF A WHITE WOODEN WITNESS
 AM0256'POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED MCNEEL 1852 1931
 AM0256'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AM0256'GROUND.
 AM0256
 AM0256                          STATION RECOVERY (1931)
 AM0256
 AM0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AM0256'STATION IS 5-1/2 MILES FROM THE COAST, ABOUT 11 MILES SW OF
 AM0256'FREEPORT, AND 12 MILES S OF BRAZORIA, IN LEVEL PASTURE LAND ON THE
 AM0256'DUCROZ RANCH, ABOUT 0.2 MILE S OF E FROM THE RANCH HOUSES, 400
 AM0256'YARDS SE OF THE SAN BERNARD RIVER, 177 FEET NW OF THE CENTER LINE
 AM0256'OF A PUBLIC GRADED DIRT ROAD, 1/4 MILE NE OF A CATTLE GUARD
 AM0256'ACROSS THIS ROAD, AND 150 FEET NW OF THE RIGHT-OF-WAY FENCE.  IN
 AM0256'1931 THE ORIGINAL SURFACE MARK WAS GONE, BUT THE UNDERGROUND
 AM0256'MARK, A CAST-IRON CONE, WAS RECOVERED, AS WERE ALSO THREE
 AM0256'6-INCH SQUARE GRANITE POSTS, EXTENDING ABOUT 6 INCHES
 AM0256'ABOVE THE GROUND, N, S, AND E OF THE STATION, AND RANGING FROM
 AM0256'2.9 TO 2.6 FEET FROM IT.  THE OLD MARK WAS REPLACED WITH NEW
 AM0256'SURFACE AND UNDERGROUND MARKS, STANDARD DISK STATION MARKS IN
 AM0256'CONCRETE.  UPPER MARK PROJECTS 2 INCHES ABOVE
 AM0256'THE SURFACE OF THE GROUND, AND IS STAMPED MC NEEL, 1852, 1931.
 AM0256'IN 1931 TWO NEW REFERENCE MARKS WERE ESTABLISHED, EACH A
 AM0256'STANDARD REFERENCE DISK IN
 AM0256'A SQUARE CONCRETE MONUMENT.  BOTH ARE IN
 AM0256'THE SAME PASTURE AS THE STATION, AND EACH PROJECTS 6 INCHES
 AM0256'ABOVE THE GROUND.
 AM0256'
 AM0256'REFERENCE MARK NO. 1 IS 1/4 MILE SE OF THE RANCH HOUSE, 33 FEET
 AM0256'NW OF THE CENTER LINE OF THE DIRT ROAD, 1/4 MILE NE OF THE CATTLE
 AM0256'GUARD, 7.5 FEET NW OF THE RIGHT-OF-WAY FENCE, AND 173.98 FEET
 AM0256'FROM THE STATION, S 46 DEG 11 MIN E.
 AM0256'
 AM0256'REFERENCE MARK NO. 2 IS ABOUT 0.15 MILE SE OF THE RANCH HOUSE,
 AM0256'64.5 FEET NW OF THE CENTER LINE OF THE DIRT ROAD, 0.05 MILE NE OF
 AM0256'THE CATTLE GUARD, 39 FEET NW OF POST OF GATE INTO PASTURE, AND
 AM0256'APPROXIMATELY 0.2 MILE FROM THE STATION S 72 DEG 52 MIN W.
 AM0256'THE BEARING FROM THE STATION OF FREEPORT MUNICIPAL
 AM0256'TANK IS N 68 DEG 58 MIN E.
 AM0256
 AM0256                          STATION RECOVERY (1934)
 AM0256
 AM0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0256'STATION WAS RECOVERED.  DESCRIPTION ADEQUATE.
 AM0256
 AM0256                          STATION RECOVERY (1937)
 AM0256
 AM0256'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AM0256'NO ATTEMPT WAS MADE TO RECOVER STATION MC NEEL, BECAUSE OF RAIN
 AM0256'THAT MADE THE ROADS IMPASSABLE.
 AM0256
 AM0256                          STATION RECOVERY (1942)
 AM0256
 AM0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AM0256'STATION WAS RECOVERED AS DESCRIBED AND REFERENCE MARK NO. 1 WAS
 AM0256'FOUND DESTROYED.
 AM0256'
 AM0256'STATION IS ABOUT 11.0 MILES SW OF FREEPORT, 12.0 MILES S OF
 AM0256'BRAZORIA AND 10.9 MILES SE OF CEDAR LAKE.  IT IS ABOUT 0.2 MILE
 AM0256'SE OF RANCH HOUSE, ON PASTURE LAND OF THE DUCROZ RANCH ABOUT
 AM0256'400.0 YARDS SW OF BANK OF SAN BERNARD RIVER, ABOUT 0.25 MILE NE
 AM0256'OF CATTLE GUARD AND ABOUT 178.0 FEET NW OF THE CENTER LINE OF
 AM0256'COUNTY ROAD.  IT IS SURROUNDED BY THREE GRANITE POSTS PROJECTING
 AM0256'0.5 FOOT ON THE E, S AND N SIDES ABOUT 2.5 FEET TO 2.9 FEET
 AM0256'FROM THE STATION AND 2.6 FEET E OF A 4- BY 4-INCH WOODEN
 AM0256'MARKER POST.  THE STATION MARK IS STAMPED MC NEEL
 AM0256'1852 1931 AND PROJECTS ABOUT 0.3 FOOT.
 AM0256'
 AM0256'REFERENCE MARK NO. 2 IS STAMPED MC NEEL NO. 2
 AM0256'1931 1852.  IT IS ABOUT 0.2 MILE WSW FROM THE STATION, ABOUT
 AM0256'0.15 MILE SE FROM RANCH HOUSE, 66.5 FEET NW OF THE CENTER LINE
 AM0256'OF THE COUNTY ROAD, 33.0 FEET N OF CATTLE GUARD ACROSS DRIVEWAY
 AM0256'TO HOUSE, ABOUT 275.0 FEET NE OF CATTLE GUARD ACROSS COUNTY ROAD
 AM0256'AND 12.1 FEET SE OF THE CENTER LINE OF THE DRIVEWAY.  THE
 AM0256'MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AM0256'
 AM0256'STATION IS REACHED FROM THE POST OFFICE AT CEDAR LAKE--PROCEED
 AM0256'4.9 MILES EASTERLY ALONG SHELL ROAD TO THE INTERSECTION OF DIRT
 AM0256'ROAD LEADING SOUTHEASTERLY, THENCE, GO 5.7 MILES SOUTHEASTERLY
 AM0256'ALONG DIRT ROAD TO SITE OF THE STATION.
 AM0256
 AM0256                          STATION RECOVERY (1960)
 AM0256
 AM0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0256'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1 IS
 AM0256'DESTROYED PER 1942 RECOVERY NOTE.  R.M. 3 WAS ESTABLISHED.
 AM0256'THE 1942 RECOVERY NOTE IS GOOD.  DESCRIPTION FOR R.M. 3 FOLLOWS.
 AM0256'R.M. 3 IS 151.9 FEET SOUTH OF THE STATION BETWEEN THE FENCE AND
 AM0256'ROAD, 24.9 FEET SOUTH OF THE FENCE AND 22.8 FEET NORTH OF THE
 AM0256'CENTERLINE OF THE ROAD.  A STANDARD DISK STAMPED MC NEEL NO. 3
 AM0256'1852-1931 IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6
 AM0256'INCHES.  THE ANGLE FROM THE AZIMUTH MARK (R.M. 2) WAS OBSERVED
 AM0256'AS 279-59-18 AND THE DISTANCE FROM THE STATION IS 151.9 FEET,
 AM0256'46.299 METERS.
 AM0256
 AM0256                          STATION RECOVERY (1967)
 AM0256
 AM0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 AM0256'THE STATION MARK, REFERENCE MARKS NO. 2, NO. 3 AND THREE GRANITE
 AM0256'POSTS WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 AM0256'NOT FOUND.  REFERENCE MARK NO. 3 WAS DESTROYED TO CLEAR THE AREA
 AM0256'FOR ROAD IMPROVEMENTS.  A NEW REFERENCE MARK NO. 4 WAS SET.
 AM0256'
 AM0256'A COMPLETE DESCRIPTION OF STATION FOLLOWS--STATION IS ABOUT 10
 AM0256'MILES SOUTHWEST OF FREEPORT, 10 MILES NORTHEAST OF SARGENT,
 AM0256'ABOUT 400 YARDS SOUTH OF THE SAN BERNARD RIVER, IN A MARSH AREA
 AM0256'ALONG THE NORTH SIDE OF F.M. HIGHWAY 2918.
 AM0256'
 AM0256'TO REACH STATION FROM THE POST OFFICE IN SARGENT, GO NORTHWEST
 AM0256'ALONG F.M. HIGHWAY 457 FOR 2.6 MILES TO F.M. HIGHWAY 2611.  TURN
 AM0256'RIGHT, GO EASTERLY ALONG F.M. HIGHWAY 2611 FOR 8.8 MILES TO F.M.
 AM0256'HIGHWAY 2918.  TURN RIGHT, GO SOUTHEAST ALONG F.M. HIGHWAY
 AM0256'2918 FOR 5.0 MILES TO THE AZIMUTH MARK (R.M. NO. 2) ON THE LEFT.
 AM0256'CONTINUE 0.15 MILE TO STATION ON THE LEFT.
 AM0256'
 AM0256'STATION MARK, A STANDARD DISK STAMPED MC NEEL 1852 1931, IS SET
 AM0256'IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 AM0256'IT IS 178 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 2.5 FEET
 AM0256'EAST OF A WOODEN WITNESS POST, AND 1 FOOT WOUTHWEST OF A METAL
 AM0256'WITNESS POST.  THERE ARE THREE 6-INCH SQUARE GRANITE POSTS SET
 AM0256'NORTH, EAST, AND SOUTH OF THE MARK.
 AM0256'
 AM0256'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED MC NEEL NO. 2 1852
 AM0256'1931 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2
 AM0256'INCHES ABOVE SURFACE OF GROUND.  IT IS 75 FEET NORTHWEST OF
 AM0256'THE HIGHWAY, 16 FEET NORTHEAST OF A PRIVATE RANCH ROAD, 15 FEET
 AM0256'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND AT TEXAS HIGHWAY
 AM0256'DEPARTMENT STATION 265 +00.
 AM0256'
 AM0256'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED MC NEEL NO 4
 AM0256'1852 1931 IS SET IN A ROUND CONCRETE POST WHICH IS ABOUT 10
 AM0256'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE SURFACE OF
 AM0256'GROUND.  IT IS 60 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 AM0256'AND 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 AM0256'
 AM0256'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 AM0256'SOUTHWEST
 AM0256
 AM0256                          STATION RECOVERY (1969)
 AM0256
 AM0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0256'THE STATION, REFERENCE MARKS 2 AND 4, AND THE THREE GRANITE
 AM0256'POSTS WERE RECOVERED AS DESCRIBED IN THE 1967 RECOVERY NOTE BY
 AM0256'E.B. BROWN, AND FOUND IN GOOD CONDITION.  THE STATION IS
 AM0256'ADEQUATELY DESCRIBED AND THE TO REACH IS VERY GOOD.
 AM0256'
 AM0256'NOTE--A NEW WITNESS POST WAS SET 1-1/2 FEET NORTH OF THE
 AM0256'STATION.
 AM0256'
 AM0256'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 AM0256'SOUTHWEST OF FREEPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0255 ***********************************************************************
 AM0255  DESIGNATION -  MCNEEL RM 2
 AM0255  PID         -  AM0255
 AM0255  STATE/COUNTY-  TX/BRAZORIA
 AM0255  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0255
 AM0255                         *CURRENT SURVEY CONTROL
 AM0255  ___________________________________________________________________
 AM0255* NAD 83(1986)-  28 53 42.     (N)    095 30 50.     (W)     SCALED    
 AM0255* NAVD 88     -         0.77   (+/-2cm)       2.5    (feet)  VERTCON   
 AM0255  ___________________________________________________________________
 AM0255  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AM0255
 AM0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0255
 AM0255.The horizontal coordinates were scaled from a topographic map and have
 AM0255.an estimated accuracy of +/- 6 seconds.
 AM0255
 AM0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0255.The vertical order pertains to the NGVD 29 superseded value.
 AM0255
 AM0255.The geoid height was determined by GEOID03.
 AM0255
 AM0255;                    North         East    Units  Estimated Accuracy
 AM0255;SPC TXSC     - 4,122,730.      939,940.      MT  (+/- 180 meters Scaled)
 AM0255
 AM0255                          SUPERSEDED SURVEY CONTROL
 AM0255
 AM0255  NGVD 29 (??/??/92)    0.800  (m)            2.62   (f) ADJ UNCH    2 0
 AM0255
 AM0255.Superseded values are not recommended for survey control.
 AM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0255.See file dsdata.txt to determine how the superseded data were derived.
 AM0255
 AM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM548989(NAD 83)
 AM0255_MARKER: DR = REFERENCE MARK DISK
 AM0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0255_STAMPING: MCNEEL NO 2 1852 1931
 AM0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0255+STABILITY: SURFACE MOTION
 AM0255
 AM0255  HISTORY     - Date     Condition        Report By
 AM0255  HISTORY     - 1931     MONUMENTED       CGS
 AM0255
 AM0255                          STATION DESCRIPTION
 AM0255
 AM0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AM0255'0.2 MI SW FROM CEDAR LAKE.
 AM0255'0.2 MILE SOUTHWEST OF TRIANGULATION STATION MCNEEL DESCRIBED BELOW,
 AM0255'0.2 MILE SOUTHWEST OF A RANCH HOUSE, 0.05 MILE NORTHEAST OF A CATTLE
 AM0255'GUARD, 66.5 FEET NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 12.1
 AM0255'FEET SOUTHEAST OF THE CENTERLINE OF A RANCH ROAD, 33 FEET NORTH OF THE
 AM0255'CENTER OF A CATTLE GUARD ACROSS THE RANCH ROAD, 15.1 FEET NORTHEAST OF
 AM0255'A GATEPOST, AND LEVEL WITH THE RANCH ROAD.  A STANDARD REFERENCE-MARK
 AM0255'DISK, STAMPED MCNEEL NO 2 1852 1931 AND SET IN THE TOP OF A CONCRETE
 AM0255'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0582 ***********************************************************************
 DP0582  DESIGNATION -  MCNEILL
 DP0582  PID         -  DP0582
 DP0582  STATE/COUNTY-  TX/FLOYD
 DP0582  USGS QUAD   -  BOOTHE (1965)
 DP0582
 DP0582                         *CURRENT SURVEY CONTROL
 DP0582  ___________________________________________________________________
 DP0582* NAD 83(1993)-  33 58 43.82280(N)    101 07 58.75144(W)     ADJUSTED  
 DP0582* NAVD 88     -       947.     (meters)    3107.     (feet)  SCALED    
 DP0582  ___________________________________________________________________
 DP0582  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DP0582  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DP0582
 DP0582  HORZ ORDER  -  SECOND
 DP0582
 DP0582.The horizontal coordinates were established by classical geodetic methods
 DP0582.and adjusted by the National Geodetic Survey in February 1996..
 DP0582
 DP0582.The orthometric height was scaled from a topographic map.
 DP0582
 DP0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0582
 DP0582.The geoid height was determined by GEOID03.
 DP0582
 DP0582;                    North         East     Units Scale Factor Converg.
 DP0582;SPC TXNC     - 2,259,458.693   356,716.446   MT  1.00000342   -1 26 09.7
 DP0582;SPC TXNC     - 7,412,907.40  1,170,327.21   sFT  1.00000342   -1 26 09.7
 DP0582;UTM  14      - 3,761,860.172   302,957.271   MT  1.00007864   -1 11 32.9
 DP0582
 DP0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0582!SPC TXNC     -   0.99985552  x   1.00000342  =   0.99985894
 DP0582!UTM  14      -   0.99985552  x   1.00007864  =   0.99993415
 DP0582
 DP0582|---------------------------------------------------------------------|
 DP0582| PID    Reference Object                     Distance      Geod. Az  |
 DP0582|                                                           dddmmss.s |
 DP0582| CJ7056 MCNEILL RM 1                          9.393 METERS 09003     |
 DP0582| DP0577 DOUGHERTY PROD COOP ELEVATOR        APPROX. 5.4 KM 1323826.3 |
 DP0582| DP0575 DOUGHERTY WATER TANK                APPROX. 5.7 KM 1330124.2 |
 DP0582| CJ7057 MCNEILL RM 2                         10.342 METERS 17811     |
 DP0582| CJ7055 MCNEILL AZ MK                                      2741526.0 |
 DP0582|---------------------------------------------------------------------|
 DP0582
 DP0582                          SUPERSEDED SURVEY CONTROL
 DP0582
 DP0582  NAD 83(1993)-  33 58 43.82532(N)    101 07 58.74917(W) AD(       ) 2
 DP0582  NAD 83(1986)-  33 58 43.82832(N)    101 07 58.74531(W) AD(       ) 2
 DP0582  NAD 27      -  33 58 43.55161(N)    101 07 57.20851(W) AD(       ) 2
 DP0582
 DP0582.Superseded values are not recommended for survey control.
 DP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0582.See file dsdata.txt to determine how the superseded data were derived.
 DP0582
 DP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC0295761860(NAD 83)
 DP0582_MARKER: DS = TRIANGULATION STATION DISK
 DP0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0582
 DP0582  HISTORY     - Date     Condition        Report By
 DP0582  HISTORY     - 1964     MONUMENTED       CGS
 DP0582
 DP0582                          STATION DESCRIPTION
 DP0582
 DP0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0582'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES EAST OF FLOYDADA, 3-1/2
 DP0582'MILES NORTHWEST OF DOUGHERTY, ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 DP0582'62 AND 70 AND ON LAND OWNED AND OCCUPIED BY MR. WILLIAM MCNEILL WHO
 DP0582'LIVES 0.1 MILE SOUTH OF STATION.
 DP0582'
 DP0582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 70, AT
 DP0582'THE SOUTHWEST EDGE OF FLOYDADA, GO EAST ON HIGHWAY 62 AND 70 FOR
 DP0582'6.85 MILES TO FARM ROAD 602 LEADING NORTH.  CONTINUE EAST ON THE
 DP0582'HIGHWAY FOR 4.45 MILES TO THE AZIMUTH MARK ON THE LEFT AT THE S.J.
 DP0582'MCINTOSH RESIDENCE.  CONTINUE EAST ON THE HIGHWAY FOR 0.5 MILE TO
 DP0582'THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE
 DP0582'INTERSECTION.
 DP0582'
 DP0582'STATION MARK IS A STANDARD DISK, STAMPED MCNEILL 1964, SET IN TOP
 DP0582'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DP0582'152.0 FEET SOUTH OF A FENCE CORNER, 149.0 FEET NORTH OF A POWERLINE
 DP0582'POLE, 25.5 FEET EAST OF THE CENTERLINE OF DIRT ROAD, 6.3 FEET EAST
 DP0582'OF FENCELINE AND 5.3 FEET EAST OF METAL WITNESS POST.
 DP0582'
 DP0582'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MCNEILL NO 1 1964, SET
 DP0582'IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND
 DP0582'ABOUT SAME ELEVATION AS STATION.  IT IS 37.0 FEET EAST OF THE
 DP0582'FENCELINE.
 DP0582'
 DP0582'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MCNEILL NO 2 1964, SET
 DP0582'IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND
 DP0582'ABOUT SAME ELEVATION AS STATION.  IT IS 115.0 FEET NORTH OF
 DP0582'POWERLINE POLE AND 6.5 FEET EAST OF THE FENCELINE.
 DP0582'
 DP0582'AZIMUTH MARK IS A STANDARD DISK, STAMPED MCNEILL 1964, SET IN TOP
 DP0582'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 94.8
 DP0582'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE S.J. MCINTOSH
 DP0582'RESIDENCE, 48.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 36.0
 DP0582'FEET EAST OF THE CENTER OF THE DRIVEWAY, 1.5 FEET SOUTH OF A FENCE
 DP0582'CORNER AND 2.7 FEET WEST SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0671 ***********************************************************************
 AZ0671  DESIGNATION -  MCNUTT
 AZ0671  PID         -  AZ0671
 AZ0671  STATE/COUNTY-  TX/VAL VERDE
 AZ0671  USGS QUAD   -  DEAD MANS PASS (1979)
 AZ0671
 AZ0671                         *CURRENT SURVEY CONTROL
 AZ0671  ___________________________________________________________________
 AZ0671* NAD 83(1993)-  29 45 45.76789(N)    101 10 04.51026(W)     ADJUSTED  
 AZ0671* NAVD 88     -       606.7    (meters)    1990.     (feet)  VERTCON   
 AZ0671  ___________________________________________________________________
 AZ0671  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AZ0671  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0671
 AZ0671  HORZ ORDER  -  FIRST
 AZ0671
 AZ0671.The horizontal coordinates were established by classical geodetic methods
 AZ0671.and adjusted by the National Geodetic Survey in February 1996..
 AZ0671
 AZ0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0671
 AZ0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0671
 AZ0671.The geoid height was determined by GEOID03.
 AZ0671
 AZ0671;                    North         East     Units Scale Factor Converg.
 AZ0671;SPC TXSC     - 4,215,771.134   390,364.528   MT  0.99989102   -1 03 43.5
 AZ0671;SPC TXSC     -13,831,242.46  1,280,720.96   sFT  0.99989102   -1 03 43.5
 AZ0671;UTM  14      - 3,294,461.683   290,387.988   MT  1.00014214   -1 04 35.6
 AZ0671
 AZ0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0671!SPC TXSC     -   0.99990828  x   0.99989102  =   0.99979931
 AZ0671!UTM  14      -   0.99990828  x   1.00014214  =   1.00005041
 AZ0671
 AZ0671|---------------------------------------------------------------------|
 AZ0671| PID    Reference Object                     Distance      Geod. Az  |
 AZ0671|                                                           dddmmss.s |
 AZ0671| CH8994 MCNUTT RM 1                          12.968 METERS 13058     |
 AZ0671| CH8993 MCNUTT AZ MK                                       2423720.7 |
 AZ0671| CH8995 MCNUTT RM 2                          23.826 METERS 29440     |
 AZ0671|---------------------------------------------------------------------|
 AZ0671
 AZ0671                          SUPERSEDED SURVEY CONTROL
 AZ0671
 AZ0671  NAD 83(1986)-  29 45 45.74890(N)    101 10 04.49912(W) AD(       ) 1
 AZ0671  NAD 27      -  29 45 44.99100(N)    101 10 03.11900(W) AD(       ) 1
 AZ0671  NGVD 29 (07/19/86)  606.6    (m)         1990.     (f) VERT ANG       
 AZ0671
 AZ0671.Superseded values are not recommended for survey control.
 AZ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0671.See file dsdata.txt to determine how the superseded data were derived.
 AZ0671
 AZ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT9038894462(NAD 83)
 AZ0671_MARKER: DS = TRIANGULATION STATION DISK
 AZ0671_SETTING: 0 = UNSPECIFIED SETTING
 AZ0671
 AZ0671  HISTORY     - Date     Condition        Report By
 AZ0671  HISTORY     - 1918     MONUMENTED       CGS
 AZ0671  HISTORY     - 1950     GOOD             CGS
 AZ0671
 AZ0671                          STATION DESCRIPTION
 AZ0671
 AZ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 AZ0671'STATION IS ABOUT 7 MILES BY ROAD N OF COMSTOCK, 1-1/2 MILES W OF
 AZ0671'THE COMSTOCK-JUNO WAGON ROAD, ON THE HIGHEST POINT OF GROUND
 AZ0671'ABOUT 1/2 MILE N OF MC NUTT RANCH HOUSE, AND 18 METERS (59 FEET)
 AZ0671'W OF A RANCH ROAD LEADING N FROM HEADQUARTERS.
 AZ0671'
 AZ0671'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AZ0671'
 AZ0671'UNDERGROUND MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 AZ0671'BEDROCK.
 AZ0671'
 AZ0671'REFERENCE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 AZ0671'BOULDER NEARLY FLUSH WITH THE GROUND, AND 12.97 METERS (42.55
 AZ0671'FEET) DISTANT.
 AZ0671'
 AZ0671'THERE IS A 7-FOOT CAIRN 9 METERS (30 FEET) FROM THE STATION.
 AZ0671'S 43 DEG 43 MIN W.
 AZ0671'
 AZ0671'MC NUTT WINDMILL IS DISTANT 0.7 MILE.
 AZ0671'
 AZ0671'ELEVATION OF STATION, 606.6 METERS (1,990 FEET).
 AZ0671
 AZ0671                          STATION RECOVERY (1950)
 AZ0671
 AZ0671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CL)
 AZ0671'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE
 AZ0671'FOUND IN GOOD CONDITION.  THE DISTANCE TO R.M. 1 WAS CHECKED AND
 AZ0671'FOUND TO BE CORRECT.  A NEW REFERENCE MARK AND AN AZIMUTH MARK
 AZ0671'WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AZ0671'
 AZ0671'THE STATION IS LOCATED ABOUT 7 MILES N OF COMSTOCK, 1-1/2 MILES
 AZ0671'W OF STATE HIGHWAY 163, (COMSTOCK-JUNO ROAD), AND ABOUT 5 MILES
 AZ0671'S OF THE FRANK GREENWOOD RANCH BUILDINGS.  (THIS LAND FORMERLY
 AZ0671'BELONGED TO MR. MC NUTT AND THE OLD RANCH BUILDINGS THAT WERE
 AZ0671'1/2 MILE TO THE S OF THE STATION ARE NOW GONE.) IT IS ON THE
 AZ0671'HIGHEST GROUND IN THE VICINITY AND 64 FEET NNW OF A RANCH ROAD
 AZ0671'LEADING S.  THE STATION MARK PROJECTS ABOUT 3 INCHES AND IS
 AZ0671'STAMPED MC NUTT 1918.  THE SURFACE STATION MARK IS A BRONZE
 AZ0671'STATION DISK SET IN CONCRETE.  UNDERGROUND MARK IS A BRONZE
 AZ0671'STATION DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 AZ0671'
 AZ0671'R.M. 1 IS SSE OF THE STATION AND 22 FEET NNW OF THE ROAD.
 AZ0671'IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER
 AZ0671'AND IS STAMPED MC NUTT NO. 1 1918.
 AZ0671'
 AZ0671'R.M. 2 IS WNW OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 AZ0671'SET IN CONCRETE FLUSH WITH THE GROUND AND IS STAMPED MC NUTT
 AZ0671'NO. 2 1950.
 AZ0671'
 AZ0671'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SW OF THE STATION
 AZ0671'AND 22 FEET N OF THE RANCH ROAD.  THE MARK IS A BRONZE AZIMUTH
 AZ0671'DISK SET IN CONCRETE FLUSH WITH GROUND AND IS STAMPED MC NUTT
 AZ0671'1950.
 AZ0671'
 AZ0671'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AZ0671'STATE HIGHWAY 163 AT THE N EDGE OF COMSTOCK, GO N ON STATE
 AZ0671'HIGHWAY 163 FOR 9.55 MILES TO A RED RANCH GATE ON THE LEFT AND A
 AZ0671'RANCH ROAD LEADING WNW.  PASS THROUGH THE GATE AND GO WNW FOR 1.2
 AZ0671'MILES TO ANOTHER RED GATE ON THE LEFT.  TURN LEFT THROUGH THE
 AZ0671'GATE AND PASS ALONG THE W SIDE OF A CORRAL, THEN GO S KEEPING ON
 AZ0671'THE MAIN RANCH ROAD AND PASSING THROUGH TWO GATES FOR 3.95
 AZ0671'MILES TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 AZ0671'
 AZ0671'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND IN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0914 ***********************************************************************
 CU0914  DESIGNATION -  MCWHIRTER RESET
 CU0914  PID         -  CU0914
 CU0914  STATE/COUNTY-  TX/FISHER
 CU0914  USGS QUAD   -  WHITE CANYON (1969)
 CU0914
 CU0914                         *CURRENT SURVEY CONTROL
 CU0914  ___________________________________________________________________
 CU0914* NAD 83(1993)-  32 56 51.11396(N)    100 26 19.80246(W)     ADJUSTED  
 CU0914* NAVD 88     -       583.     (meters)    1913.     (feet)  SCALED    
 CU0914  ___________________________________________________________________
 CU0914  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 CU0914  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CU0914
 CU0914  HORZ ORDER  -  FIRST
 CU0914
 CU0914.The horizontal coordinates were established by classical geodetic methods
 CU0914.and adjusted by the National Geodetic Survey in February 1996..
 CU0914
 CU0914.The orthometric height was scaled from a topographic map.
 CU0914
 CU0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0914
 CU0914.The geoid height was determined by GEOID03.
 CU0914
 CU0914;                    North         East     Units Scale Factor Converg.
 CU0914;SPC TXNC     - 2,143,707.407   418,735.646   MT  0.99987426   -1 03 26.7
 CU0914;SPC TXNC     - 7,033,146.72  1,373,801.87   sFT  0.99987426   -1 03 26.7
 CU0914;UTM  14      - 3,646,388.901   365,504.802   MT  0.99982304   -0 46 57.6
 CU0914
 CU0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0914!SPC TXNC     -   0.99991283  x   0.99987426  =   0.99978710
 CU0914!UTM  14      -   0.99991283  x   0.99982304  =   0.99973589
 CU0914
 CU0914:                Primary Azimuth Mark                     Grid Az
 CU0914:SPC TXNC     -  MCWHIRTER AZ MK                          097 46 23.8
 CU0914:UTM  14      -  MCWHIRTER AZ MK                          097 29 54.7
 CU0914
 CU0914|---------------------------------------------------------------------|
 CU0914| PID    Reference Object                     Distance      Geod. Az  |
 CU0914|                                                           dddmmss.s |
 CU0914| CX7745 MCWHIRTER AZ MK                                    0964257.1 |
 CU0914| CX7746 MCWHIRTER RM 1                       28.371 METERS 13524     |
 CU0914| CU0913 ROTAN NE MUN TANK                   APPROX. 9.5 KM 1915527.3 |
 CU0914| CX7748 MCWHIRTER RM 3                       32.412 METERS 19931     |
 CU0914| CX7747 MCWHIRTER RM 2                       35.957 METERS 21229     |
 CU0914|---------------------------------------------------------------------|
 CU0914
 CU0914                          SUPERSEDED SURVEY CONTROL
 CU0914
 CU0914  NAD 83(1993)-  32 56 51.11862(N)    100 26 19.79744(W) AD(       ) 1
 CU0914  NAD 83(1986)-  32 56 51.11975(N)    100 26 19.79425(W) AD(       ) 1
 CU0914  NAD 27      -  32 56 50.75100(N)    100 26 18.40100(W) AD(       ) 1
 CU0914
 CU0914.Superseded values are not recommended for survey control.
 CU0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0914.See file dsdata.txt to determine how the superseded data were derived.
 CU0914
 CU0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6550546389(NAD 83)
 CU0914_MARKER: DS = TRIANGULATION STATION DISK
 CU0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0914
 CU0914  HISTORY     - Date     Condition        Report By
 CU0914  HISTORY     - 1935     MONUMENTED       CGS
 CU0914  HISTORY     - 1938     GOOD             TXHD
 CU0914  HISTORY     - 1942     GOOD             USGS
 CU0914  HISTORY     - 1958     GOOD             CGS
 CU0914  HISTORY     - 1967     GOOD             LONESR
 CU0914  HISTORY     - 1968     SEE DESCRIPTION  CGS
 CU0914
 CU0914                          STATION DESCRIPTION
 CU0914
 CU0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0914'STATION IS 6 MILES N AND 3.5 MILES E OF ROTAN, ON PROPERTY
 CU0914'OF J.W. MC WHIRTER OF ROBY, IN A PASTURE COVERED WITH SMALL
 CU0914'TREES.  IT IS 110 FEET N OF CENTER LINE OF ROAD, 100 FEET
 CU0914'W OF CENTER LINE OF ROAD.
 CU0914'
 CU0914'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CU0914'BRONZE DISKS SET IN CONCRETE.
 CU0914'
 CU0914'REFERENCE MARK NO. 1 IS SE OF STATION, IN SE CORNER OF PASTURE,
 CU0914'AND 16 FEET N OF CENTER LINE OF ROAD.
 CU0914'
 CU0914'REFERENCE MARK NO. 2 IS SW OF STATION, AND 16 FEET N OF CENTER
 CU0914'LINE OF ROAD.
 CU0914'
 CU0914'AZIMUTH MARK IS 0.6 MILE SE OF STATION, IN CORNER FORMED BY
 CU0914'S AND E RIGHT-OF-WAY FENCES OF ROAD.  TO REACH FROM STATION,
 CU0914'GO E FOR 0.5 MILE TO CORNER, THENCE RIGHT (S) FOR 0.3 MILE
 CU0914'TO CORNER AND MARK ON LEFT.
 CU0914'
 CU0914'TO REACH THE STATION FROM MAIN CORNER IN ROTAN, GO E ON MAIN
 CU0914'STREET 0.7 MILE TO T-ROAD, THENCE LEFT (N) FOR 1.5 MILES TO
 CU0914'T-ROAD JUNCTION, THENCE RIGHT (E) FOR 1.0 MILE TO CROSSROADS,
 CU0914'THENCE LEFT (N) FOR 0.5 MILE TO CORNER, THENCE RIGHT (E) FOR
 CU0914'1.0 MILE TO CROSSROADS, THENCE LEFT (N) FOR 4.0 MILES TO
 CU0914'CORNER, THENCE RIGHT (E) FOR 0.4 MILE TO TOP OF HILL,
 CU0914'CROSSROADS, AND STATION.
 CU0914'
 CU0914'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CU0914
 CU0914                          STATION RECOVERY (1938)
 CU0914
 CU0914'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0914'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 CU0914'DESCRIPTION IS SATISFACTORY.  NO ATTEMPT WAS MADE TO RECOVER
 CU0914'THE AZIMUTH MARK.
 CU0914
 CU0914                          STATION RECOVERY (1942)
 CU0914
 CU0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942 (SAS)
 CU0914'STATION, MARKERS AND AZIMUTH AS DESCRIBED.
 CU0914
 CU0914                          STATION RECOVERY (1958)
 CU0914
 CU0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0914'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0914'CONDITION.  THE STATION MARK IS IN A CULTIVATED FIELD AND
 CU0914'PROJECTS 10 INCHES.
 CU0914'
 CU0914'R.M. NO. 1 IS ABOUT 7 FEET NORTHEAST OF A POWER LINE POLE
 CU0914'AND IS ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND.
 CU0914'
 CU0914'R.M. NO. 2 IS AT THE SOUTH EDGE OF THE CULTIVATED FIELD,
 CU0914'29 FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE ROAD AND
 CU0914'IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 CU0914'
 CU0914'THE AZIMUTH MARK IS 0.5 MILE EAST AND 0.2 MILE SOUTH OF
 CU0914'THE STATION.
 CU0914'
 CU0914'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM ROTAN IS
 CU0914'ADEQUATE.
 CU0914
 CU0914                          STATION RECOVERY (1967)
 CU0914
 CU0914'RECOVERY NOTE BY LONE STAR GAS COMPANY 1967 (HHO)
 CU0914'MCWHIRTER 1935 (AZ MARK) IZA RECOVERED GOOD, LAND OWNER IS PLOWING
 CU0914'UP TO AND AGAINST STATION MARK STA AND REF. NO 1 AND 2.
 CU0914'
 CU0914'CHANGE YOUR DESCRIPTION FROM PASTURE TO CULTIVATED FIELD FOR
 CU0914'STATION MARK STA. AND REF. MONS NO 1 AND 2.
 CU0914'
 CU0914'WE NEED THE ELEV. OF STATION STA. OR THE AZ. MARK STAMPED IZA
 CU0914'1935.
 CU0914
 CU0914                          STATION RECOVERY (1968)
 CU0914
 CU0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0914'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 CU0914'CONDITION.  THE PROPERTY OWNER REQUESTED THAT THE STATION MARK BE
 CU0914'LOWERED, AND REFERENCE MARK 2 BE REMOVED FROM FIELD.  STATION MARK
 CU0914'WAS LOWERED, REFERENCE MARK 2 DESTROYED AND REFERENCE MARK 3 WAS
 CU0914'ESTABLISHED.  A DIFFERENCE WAS FOUND IN THE DISTANCE AND THE
 CU0914'DIRECTION TO REFERENCE MARK 1.
 CU0914'
 CU0914'A NEW DESCRIPTION FOLLOWS--
 CU0914'
 CU0914'STATION IS LOCATED ABOUT 8 MILES SOUTH OF DOUBLE MOUNTAIN AND 6
 CU0914'MILES NORTH OF ROTAN IN THE SOUTHEAST CORNER OF A CULTIVATED
 CU0914'FIELD.
 CU0914'
 CU0914'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 92 IN ROTAN, GO
 CU0914'EAST ON STATE HIGHWAY 92 FOR 2.6 MILES TO FARM ROAD 2598 ON LEFT,
 CU0914'TURN LEFT AND GO NORTH FOR 3 MILES TO A SIDE ROAD RIGHT AND END
 CU0914'OF PAVEMENT, CONTINUE NORTH FOR 3 MILES TO WHERE ROAD TURNS EAST,
 CU0914'TURN RIGHT AND GO EAST FOR 0.4 MILE TO A SIDE ROAD LEFT AND
 CU0914'STATION.
 CU0914'
 CU0914'TO REACH THE AZIMUTH MARK FROM STATION GO EAST FOR 0.6 MILE TO
 CU0914'T ROAD, TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO MARK ON LEFT.
 CU0914'
 CU0914'STATION MARK, A STANDARD DISK STAMPED MCWHIRTER 1935 1968, IS SET
 CU0914'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 24 INCHES BELOW THE
 CU0914'SURFACE OF THE GROUND.  THE MARK IS 113 FEET NORTH OF CENTER OF
 CU0914'ROAD, 105.5 FEET NORTHEAST OF WITNESS POST, 102 FEET WEST OF
 CU0914'CENTER OF ROAD AND 96 FEET NORTHWEST OF A POWER LINE POLE.
 CU0914'
 CU0914'REFERENCE MARK 1, A STANDARD DISK STAMPED MCWHIRTER NO 1 1935, IS
 CU0914'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 6 INCHES BELOW THE
 CU0914'SURFACE OF THE GROUND.  THE MARK IS 107 FEET EAST OF WITNESS POST
 CU0914'LINE POLE.
 CU0914'
 CU0914'REFERENCE MARK 3, A STANDARD DISK STAMPED MCWHIRTER NO 3 1935 1968,
 CU0914'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 CU0914'THE MARK IS 100 FEET WEST OF A POWER LINE POLE, 23 FEET NORTH OF
 CU0914'CENTER OF ROAD AND 1.5 FEET SOUTH OF WITNESS POST.
 CU0914'
 CU0914'AZIMUTH MARK, A REFERENCE MARK DISK STAMPED MCWHIRTER AZI 1935,
 CU0914'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 10
 CU0914'INCHES.  THE MARK IS 48 FEET SOUTHEAST OF CENTER OF ROAD, 4 FEET
 CU0914'WEST OF FENCE CORNER AND 1.5 FEET NORTHEAST OF WITNESS POST.
 CU0914'
 CU0914'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH OF
 CU0914'ROTAN.
 CU0914'
 CU0914'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6907 ***********************************************************************
 AE6907  SACS        -  This is a Secondary Airport Control Station.
 AE6907  DESIGNATION -  MDD A
 AE6907  PID         -  AE6907
 AE6907  STATE/COUNTY-  TX/MIDLAND
 AE6907  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 AE6907
 AE6907                         *CURRENT SURVEY CONTROL
 AE6907  ___________________________________________________________________
 AE6907* NAD 83(1993)-  32 02 15.28031(N)    102 05 48.79201(W)     ADJUSTED  
 AE6907* NAVD 88     -       851.59   (meters)    2793.9    (feet)  GPS OBS   
 AE6907  ___________________________________________________________________
 AE6907  X           -  -1,134,283.380 (meters)                     COMP
 AE6907  Y           -  -5,292,362.305 (meters)                     COMP
 AE6907  Z           -   3,364,403.157 (meters)                     COMP
 AE6907  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AE6907  ELLIP HEIGHT-         827.02  (meters)          (08/08/01) GPS OBS
 AE6907  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AE6907
 AE6907  HORZ ORDER  -  FIRST
 AE6907  ELLP ORDER  -  FOURTH    CLASS II
 AE6907
 AE6907.This mark is at Midland Airpark (MDD)  (MDD)
 AE6907
 AE6907.The horizontal coordinates were established by GPS observations
 AE6907.and adjusted by the National Geodetic Survey in January 1998..
 AE6907
 AE6907.The orthometric height was determined by GPS observations and a
 AE6907.high-resolution geoid model.
 AE6907
 AE6907.GPS derived orthometric heights for airport stations designated as
 AE6907.PACS or SACS are published to 2 decimal places.  This maintains
 AE6907.centimeter relative accuracy between the PACS and SACS.  It does
 AE6907.not indicate centimeter accuracy relative to other marks which are
 AE6907.part of the NAVD 88 network.
 AE6907
 AE6907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6907
 AE6907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6907
 AE6907.The ellipsoidal height was determined by GPS observations
 AE6907.and is referenced to NAD 83.
 AE6907
 AE6907.The geoid height was determined by GEOID03.
 AE6907
 AE6907;                    North         East     Units Scale Factor Converg.
 AE6907;SPC TX C     - 3,264,164.681   533,423.775   MT  1.00004508   -0 54 30.0
 AE6907;SPC TX C     -10,709,180.29  1,750,074.50   sFT  1.00004508   -0 54 30.0
 AE6907;UTM  13      - 3,548,287.312   774,154.342   MT  1.00052702   +1 32 27.6
 AE6907
 AE6907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6907!SPC TX C     -   0.99987016  x   1.00004508  =   0.99991523
 AE6907!UTM  13      -   0.99987016  x   1.00052702  =   1.00039711
 AE6907
 AE6907:                Primary Azimuth Mark                     Grid Az
 AE6907:SPC TX C     -  T 903                                    198 50 56.5
 AE6907:UTM  13      -  T 903                                    196 23 58.9
 AE6907
 AE6907|---------------------------------------------------------------------|
 AE6907| PID    Reference Object                     Distance      Geod. Az  |
 AE6907|                                                           dddmmss.s |
 AE6907| CV0050 T 903                               484.451 METERS 1975626.5 |
 AE6907|---------------------------------------------------------------------|
 AE6907
 AE6907                          SUPERSEDED SURVEY CONTROL
 AE6907
 AE6907  ELLIP H (01/06/98)  827.01   (m)                       GP(       ) 4 2
 AE6907
 AE6907.Superseded values are not recommended for survey control.
 AE6907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6907.See file dsdata.txt to determine how the superseded data were derived.
 AE6907
 AE6907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR7415448287(NAD 83)
 AE6907_MARKER: I = METAL ROD
 AE6907_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6907_STAMPING: MDD A 1995
 AE6907_MARK LOGO: NGS   
 AE6907_PROJECTION: FLUSH
 AE6907_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6907+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE6907_ROD/PIPE-DEPTH: 9.2  meters
 AE6907_SLEEVE-DEPTH  : 0.9 meters
 AE6907
 AE6907  HISTORY     - Date     Condition        Report By
 AE6907  HISTORY     - 1995     MONUMENTED       NGS
 AE6907
 AE6907                          STATION DESCRIPTION
 AE6907
 AE6907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE6907'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF MIDLAND, AT THE
 AE6907'MIDLAND AIRPARK.  IN THE GRASS, 32.0 M (105.0 FT) NORTHWEST OF AND IN
 AE6907'LINE WITH THE MOST NORTHEAST EDGE OF THE APRON.  OWNERSHIP--CITY OF
 AE6907'MIDLAND, P.O.  BOX 60305 MIDLAND, TX.  79711.  AIRPORT MANAGER KEN A.
 AE6907'DAY, PHONE 915-560-2200.  TO REACH THE STATION FROM THE JUNCTION OF
 AE6907'INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 349 ON THE SOUTHEAST SIDE OF
 AE6907'MIDLAND, GO NORTH, 7.1 KM (4.40 MI) ALONG STATE HIGHWAY 349 (BIG
 AE6907'SPRING STREET) , TO AIRPORT ROAD ON THE LEFT.  TURN LEFT, WEST, 1.03
 AE6907'KM (0.65 MI) TO THE AIRPORT ENTRANCE GATE.  PASS THROUGH THE GATE,
 AE6907'WEST THEN NORTHWEST 0.23 KM (0.15 MI) ACROSS APRON TO A TAXIWAY. TURN
 AE6907'RIGHT, NORTH, 0.30 KM (0.20 MI) ALONG TAXIWAY TO THE END OF THE APRON
 AE6907'AND THE STATION ON THE LEFT, IN LINE WITH THE END OF THE APRON.
 AE6907'STATION IS 32.0 M (105.0 FT) NORTHWEST OF THE NORTH CONCRETE CORNER OF
 AE6907'THE APRON, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE TAXIWAY, AND 0.4 M
 AE6907'(1.3 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 AE6907'IS THROUGH A 5-INCH LOGO CAP.  THIS IS A SAC STATION.  BY R.G.  HAYES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1531 ***********************************************************************
 CS1531  DESIGNATION -  MEACHAM AZ MK
 CS1531  PID         -  CS1531
 CS1531  STATE/COUNTY-  TX/TARRANT
 CS1531  USGS QUAD   -  HALTOM CITY (1981)
 CS1531
 CS1531                         *CURRENT SURVEY CONTROL
 CS1531  ___________________________________________________________________
 CS1531* NAD 83(1986)-  32 49 36.     (N)    097 21 27.     (W)     SCALED    
 CS1531* NAVD 88     -       212.078  (meters)     695.79   (feet)  ADJUSTED  
 CS1531  ___________________________________________________________________
 CS1531  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1531  DYNAMIC HT  -         211.829 (meters)     694.98  (feet)  COMP
 CS1531  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 CS1531
 CS1531  VERT ORDER  -  FIRST     CLASS II
 CS1531
 CS1531.This mark is at Fort Worth Meacham (FTW) Airport (FTW)
 CS1531
 CS1531.The horizontal coordinates were scaled from a topographic map and have
 CS1531.an estimated accuracy of +/- 6 seconds.
 CS1531
 CS1531.The orthometric height was determined by differential leveling
 CS1531.and adjusted by the National Geodetic Survey in June 1991..
 CS1531
 CS1531.The geoid height was determined by GEOID03.
 CS1531
 CS1531.The dynamic height is computed by dividing the NAVD 88
 CS1531.geopotential number by the normal gravity value computed on the
 CS1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1531.degrees latitude (g = 980.6199 gals.).
 CS1531
 CS1531.The modeled gravity was interpolated from observed gravity values.
 CS1531
 CS1531;                    North         East    Units  Estimated Accuracy
 CS1531;SPC TXNC     - 2,129,210.      706,960.      MT  (+/- 180 meters Scaled)
 CS1531
 CS1531                          SUPERSEDED SURVEY CONTROL
 CS1531
 CS1531  NGVD 29 (??/??/92)  212.065  (m)          695.75   (f) ADJ UNCH    1 2
 CS1531
 CS1531.Superseded values are not recommended for survey control.
 CS1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1531.See file dsdata.txt to determine how the superseded data were derived.
 CS1531
 CS1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB537332(NAD 83)
 CS1531_MARKER: DZ = AZIMUTH MARK DISK
 CS1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1531_STAMPING: MEACHAM 1946
 CS1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1531+STABILITY: SURFACE MOTION
 CS1531
 CS1531  HISTORY     - Date     Condition        Report By
 CS1531  HISTORY     - 1946     MONUMENTED       CGS
 CS1531  HISTORY     - 1968     GOOD             NGS
 CS1531  HISTORY     - 1973     GOOD             NGS
 CS1531  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1531
 CS1531                          STATION DESCRIPTION
 CS1531
 CS1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CS1531'5.1 MI N FROM FORT WORTH.
 CS1531'ABOUT 4.6 MILES NORTH ALONG NORTH MAIN STREET FROM THE COURTHOUSE IN
 CS1531'FORT WORTH TO THE SOUTH ENTRANCE OF MEACHAM FIELD AIRPORT, THENCE 0.5
 CS1531'MILE NORTHWESTERLY ALONG BUSINESS ROUTE U.S. HIGHWAYS 81-287 TO THE
 CS1531'FIRST APPROACH LIGHT ON THE RIGHT AND SITE OF BENCH MARK.  60 FEET
 CS1531'NORTHEAST OF THE CENTER LINE OF HIGHWAY, AND 7.5 FEET SOUTHEAST OF THE
 CS1531'SOUTHEAST CORNER OF THE APPROACH LIGHT.  A C AND GS AZIMUTH MARK DISK
 CS1531'SET IN A 12 X 12 IN. CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 CS1531
 CS1531                          STATION RECOVERY (1973)
 CS1531
 CS1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CS1531'RECOVERED IN GOOD CONDITION.
 CS1531
 CS1531                          STATION RECOVERY (1984)
 CS1531
 CS1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1531'THE AIRPORT RUNWAY HAS BEEN EXTENDED INTO THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1529 ***********************************************************************
 CS1529  DESIGNATION -  MEACHAM RESET
 CS1529  PID         -  CS1529
 CS1529  STATE/COUNTY-  TX/TARRANT
 CS1529  USGS QUAD   -  HALTOM CITY (1981)
 CS1529
 CS1529                         *CURRENT SURVEY CONTROL
 CS1529  ___________________________________________________________________
 CS1529* NAD 83(1993)-  32 49 13.58302(N)    097 21 21.22131(W)     ADJUSTED  
 CS1529* NAVD 88     -                                                        
 CS1529  ___________________________________________________________________
 CS1529  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CS1529  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1529
 CS1529  HORZ ORDER  -  FIRST
 CS1529
 CS1529.This mark is at Fort Worth Meacham (FTW) Airport (FTW)
 CS1529
 CS1529.The horizontal coordinates were established by classical geodetic methods
 CS1529.and adjusted by the National Geodetic Survey in November 1994..
 CS1529
 CS1529
 CS1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1529
 CS1529.The geoid height was determined by GEOID03.
 CS1529
 CS1529;                    North         East     Units Scale Factor Converg.
 CS1529;SPC TXNC     - 2,128,524.937   707,121.461   MT  0.99988072   +0 37 26.4
 CS1529;SPC TXNC     - 6,983,335.56  2,319,947.66   sFT  0.99988072   +0 37 26.4
 CS1529;UTM  14      - 3,632,578.196   653,904.583   MT  0.99989207   +0 53 28.7
 CS1529
 CS1529:                Primary Azimuth Mark                     Grid Az
 CS1529:SPC TXNC     -  FORT WORTH RAD RNG TR CEN                002 26 26.3
 CS1529:UTM  14      -  FORT WORTH RAD RNG TR CEN                002 10 24.0
 CS1529
 CS1529|---------------------------------------------------------------------|
 CS1529| PID    Reference Object                     Distance      Geod. Az  |
 CS1529|                                                           dddmmss.s |
 CS1529| CS2990 FORT WORTH RAD RNG TR CEN           APPROX. 4.2 KM 0030352.7 |
 CS1529| CS3014 SAGINAW GLOBE AIRCRAFT CO TANK      APPROX. 4.6 KM 0124819.3 |
 CS1529| CS1532 MEACHAM RM 3                         58.875 METERS 04716     |
 CS1529| CS1533 MEACHAM RM 4                         70.549 METERS 08221     |
 CS1529| CS1527 MEACHAM RM 1                         25.325 METERS 13320     |
 CS1529| CS3013 FORT WORTH TV STA WBAP TOWER        APPROX.11.3 KM 1333240.5 |
 CS1529| CS3001 FORT WORTH MEACHAM AIR FLD TWR      107.828 METERS 31103     |
 CS1529| CS1530 MEACHAM RM 2                         20.743 METERS 32519     |
 CS1529| CS1531 MEACHAM AZ MK                                      3463426.3 |
 CS1529|---------------------------------------------------------------------|
 CS1529
 CS1529                          SUPERSEDED SURVEY CONTROL
 CS1529
 CS1529  NAD 83(1986)-  32 49 13.58386(N)    097 21 21.22066(W) AD(       ) 1
 CS1529
 CS1529.Superseded values are not recommended for survey control.
 CS1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1529.See file dsdata.txt to determine how the superseded data were derived.
 CS1529
 CS1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5390532578(NAD 83)
 CS1529_MARKER: DS = TRIANGULATION STATION DISK
 CS1529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1529_SP_SET: RAMP
 CS1529_STAMPING: MEACHAM 1946 1968
 CS1529_PROJECTION: FLUSH
 CS1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1529
 CS1529  HISTORY     - Date     Condition        Report By
 CS1529  HISTORY     - 1973     MONUMENTED       CGS
 CS1529  HISTORY     - 1968     GOOD             CGS
 CS1529  HISTORY     - 1973     GOOD             NGS
 CS1529  HISTORY     - 1973     GOOD             NGS
 CS1529  HISTORY     - 1976     GOOD             NGS
 CS1529  HISTORY     - 1980     GOOD             NGS
 CS1529
 CS1529                          STATION DESCRIPTION
 CS1529
 CS1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CS1529'THE STATION MARKS, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 CS1529'MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO IMPROVEMENTS BEING
 CS1529'MADE AT MEACHAM FIELD AIRPORT THE STATION MARK, REFERENCE
 CS1529'MARKS NO. 1 AND NO. 2 WERE FOUND TO BE IN THE LIMITS OF
 CS1529'CONSTRUCTION.  THE STATION MARKS WERE LOWERED AND RE-MARKED IN
 CS1529'THE PRECISE HORIZONTAL POSITION.  BOTH REFERENCE MARKS WERE
 CS1529'DESTROYED.  TWO NEW REFERENCE MARKS ESTABLISHED.  A COMPLETE
 CS1529'DESCRIPTION FOLLOWS--STATION IS ABOUT 5 MILES NORTH OF
 CS1529'DOWNTOWN FORT WORTH ON THE MEACHAM FIELD AIRPORT, NEAR
 CS1529'THE SOUTHWEST ENTRANCE OF THE ADMINISTRATIVE OFFICES BUILDING.
 CS1529'
 CS1529'TO REACH STATION FROM THE COURTHOUSE IN FORT WORTH, GO
 CS1529'NORTH ON NORTH MAIN STREET FOR 4.6 MILES TO THE SOUTH ENTRANCE
 CS1529'OF MEACHAM FIELD AIRPORT, THENCE 0.15 MILE WESTERLY TO THE
 CS1529'ADMINISTRATION BUILDING AND STATION SITE.  TO REACH AZIMUTH
 CS1529'MARK FROM THE SOUTH ENTRANCE TO MEACHAM FIELD AIRPORT, GO
 CS1529'NORTHWESTERLY ALONG BUSINESS ROUTES U.S. HIGHWAYS 81-287 FOR 0.5
 CS1529'MILE TO THE FIRST APPROACH LIGHT ON THE RIGHT AND AZIMUTH MARK.
 CS1529'
 CS1529'STATION MARKS ARE STANDARD DISKS, STAMPED MEACHAM 1946 1968.
 CS1529'THE SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH
 CS1529'WITH THE SURFACE OF MACADAM.  IT IS 193 FEET SOUTHWEST OF THE
 CS1529'WEST CORNER OF THE ADMINSTRATION BUILDING.  THE UNDERGROUND
 CS1529'DISK IS SET IN A ROUND CONCRETE POST 10 INCHES IN DIAMETER AND
 CS1529'IS 34 INCHES BELOW THE SURFACE MARK.
 CS1529'
 CS1529'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED MEACHAM 1946 NO
 CS1529'3 1968, IS NEAR THE WEST CORNER OF THE ADMINISTRATION BUILDING,
 CS1529'CEMENTED IN A DRILL HOLE IN THE CONCRETE WALKWAY, 11.7 FEET
 CS1529'SOUTHEAST OF THE CORNER PILLAR AND 1.0 FOOT NORTHEAST OF THE
 CS1529'SOUTHWEST EDGE OF WALKWAY.
 CS1529'
 CS1529'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED MEACHAM 1946
 CS1529'NO 4 1968, IS NEAR THE SOUTH CORNER OF THE ADMINISTRATION
 CS1529'BUILDING, CEMENTED IN A DRILL HOLE IN THE CONCRETE WALKWAY,
 CS1529'34.2 FEET NORTHWEST OF THE SOUTH PILLAR AND 1.0 FOOT NORTHEAST
 CS1529'OF THE SOUTHWEST EDGE OF WALKWAY.
 CS1529'
 CS1529'AZIMUTH MARK, A STANDARD DISK, STAMPED MEACHAM 1946, IS SET IN A
 CS1529'10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CS1529'IT IS 60 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY AND 7.5
 CS1529'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE APPROACH LIGHT.
 CS1529'
 CS1529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.6 MILES
 CS1529'NORTH OF DOWNTOWN FT. WORTH.
 CS1529
 CS1529                          STATION RECOVERY (1973)
 CS1529
 CS1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CS1529'4.6 MI N FROM FT WORTH.
 CS1529'THE STATION IS LOCATED IN FRONT OF THE TERMINAL BUILDING AT MEACHAM
 CS1529'FIELD, FT. WORTH, TEXAS.  IT IS 157.6 FEET NE OF THE SW EDGE OF THE
 CS1529'RAMP.  133.0 FEET WEST OF THE CENTER OF THE CENTER GATE LEADING INTO
 CS1529'THE TERMINAL BUILDING AND 92.8 FEET SW OF A FENCE BETWEEN THE TERMINAL
 CS1529'BUILDING AND RAMP.  THE MARK IS FLUSH WITH THE RAMP.
 CS1529
 CS1529                          STATION RECOVERY (1973)
 CS1529
 CS1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 CS1529'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 CS1529'CONDITION.  THE REFERENCE MARKS HAVE BEEN DESTROYED.  A
 CS1529'NEW DESCRIPTION FOLLOWS.
 CS1529'
 CS1529'THE STATION IS LOCATED IN FRONT OF THE TERMINAL BUILDING AT
 CS1529'MEACHAM FIELD, FT. WORTH, TEXAS.  IT IS 157.6 FEET NE OF
 CS1529'THE SW EDGE OF THE RAMP.  133.0 FEET WEST OF THE CENTER OF
 CS1529'THE CENTER GATE LEADING INTO THE TERMINAL BUILDING AND
 CS1529'92.8 FEET SW OF A FENCE BETWEEN THE TERMINAL BUILDING AND RAMP.
 CS1529'THE MARK IS FLUSH WITH THE RAMP.  THE DESCRIPTION FOR THE
 CS1529'AZIMUTH MARK IS ADEQUATE.
 CS1529
 CS1529                          STATION RECOVERY (1976)
 CS1529
 CS1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 CS1529'THE STATION, AZIMUTH MARK.  REF. MARK NO 3 1946 1968, AND REF. MARK
 CS1529'NO 4 1946 1968 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 CS1529'1968 NOTES.
 CS1529'
 CS1529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.6 MILES NORTH
 CS1529'OF CENTER OF FT. WORTH.
 CS1529
 CS1529                          STATION RECOVERY (1980)
 CS1529
 CS1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 CS1529'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 CS1529'AZIMUTH MARK WAS NOT SEARCHED FOR.  REFERENCE MARKS 3 AND 4 HAVE
 CS1529'BEEN DESTROYED BY CONSTRUCTION AT THE TERMINAL BUILDING.
 CS1529'
 CS1529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEACHAM FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1532 ***********************************************************************
 CS1532  DESIGNATION -  MEACHAM RM 3
 CS1532  PID         -  CS1532
 CS1532  STATE/COUNTY-  TX/TARRANT
 CS1532  USGS QUAD   -  HALTOM CITY (1981)
 CS1532
 CS1532                         *CURRENT SURVEY CONTROL
 CS1532  ___________________________________________________________________
 CS1532* NAD 83(1986)-  32 49 13.     (N)    097 21 21.     (W)     SCALED    
 CS1532* NAVD 88     -       209.70   (+/-2cm)     688.0    (feet)  VERTCON   
 CS1532  ___________________________________________________________________
 CS1532  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1532
 CS1532  VERT ORDER  -  THIRD (See Below)
 CS1532
 CS1532.This mark is at Fort Worth Meacham (FTW) Airport (FTW)
 CS1532
 CS1532.The horizontal coordinates were scaled from a topographic map and have
 CS1532.an estimated accuracy of +/- 6 seconds.
 CS1532
 CS1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1532.The vertical order pertains to the NGVD 29 superseded value.
 CS1532
 CS1532.The geoid height was determined by GEOID03.
 CS1532
 CS1532;                    North         East    Units  Estimated Accuracy
 CS1532;SPC TXNC     - 2,128,510.      707,130.      MT  (+/- 180 meters Scaled)
 CS1532
 CS1532                          SUPERSEDED SURVEY CONTROL
 CS1532
 CS1532  NGVD 29 (01/29/03)  209.69   (m)          688.0    (f) RESET       3  
 CS1532
 CS1532.Superseded values are not recommended for survey control.
 CS1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1532.See file dsdata.txt to determine how the superseded data were derived.
 CS1532
 CS1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB539325(NAD 83)
 CS1532_MARKER: DR = REFERENCE MARK DISK
 CS1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1532_STAMPING: MEACHAM 1946 NO 3 1968
 CS1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1532+STABILITY: SURFACE MOTION
 CS1532
 CS1532  HISTORY     - Date     Condition        Report By
 CS1532  HISTORY     - 1968     MONUMENTED       CGS
 CS1532
 CS1532                          STATION DESCRIPTION
 CS1532
 CS1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CS1532'4.6 MI N FROM FORT WORTH.
 CS1532'ABOUT 4.6 MILES NORTH ALONG NORTH MAIN STREET FROM THE COURTHOUSE IN
 CS1532'FORT WORTH TO THE SOUTH ENTRANCE OF MEACHAM FIELD AIRPORT, THENCE 0.15
 CS1532'MILE WESTERLY TO THE MEACHAM FIELD ADMINISTRATIVE OFFICES BUILDING AND
 CS1532'SITE OF BENCH MARK.  THE MARK IS NEAR THE WEST CORNER OF THE CONCRETE
 CS1532'WALK WHICH SURROUNDS THE BUILDING, AT THE SECOND PILLAR, 11.7 FEET
 CS1532'SOUTHEAST OF THE CORNER PILLAR AND 1.0 FOOT NORTHEAST OF THE SOUTHWEST
 CS1532'EDGE OF WALK.  A C AND GS TRIANGULATION REFERENCE MARK DISK CEMENTED
 CS1532'IN A DRILL HOLE FLUSH WITH THE TOP OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1533 ***********************************************************************
 CS1533  DESIGNATION -  MEACHAM RM 4
 CS1533  PID         -  CS1533
 CS1533  STATE/COUNTY-  TX/TARRANT
 CS1533  USGS QUAD   -  HALTOM CITY (1981)
 CS1533
 CS1533                         *CURRENT SURVEY CONTROL
 CS1533  ___________________________________________________________________
 CS1533* NAD 83(1986)-  32 49 13.     (N)    097 21 21.     (W)     SCALED    
 CS1533* NAVD 88     -       209.69   (+/-2cm)     688.0    (feet)  VERTCON   
 CS1533  ___________________________________________________________________
 CS1533  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1533
 CS1533  VERT ORDER  -  THIRD (See Below)
 CS1533
 CS1533.This mark is at Fort Worth Meacham (FTW) Airport (FTW)
 CS1533
 CS1533.The horizontal coordinates were scaled from a topographic map and have
 CS1533.an estimated accuracy of +/- 6 seconds.
 CS1533
 CS1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1533.The vertical order pertains to the NGVD 29 superseded value.
 CS1533
 CS1533.The geoid height was determined by GEOID03.
 CS1533
 CS1533;                    North         East    Units  Estimated Accuracy
 CS1533;SPC TXNC     - 2,128,510.      707,130.      MT  (+/- 180 meters Scaled)
 CS1533
 CS1533                          SUPERSEDED SURVEY CONTROL
 CS1533
 CS1533  NGVD 29 (01/29/03)  209.69   (m)          688.0    (f) RESET       3  
 CS1533
 CS1533.Superseded values are not recommended for survey control.
 CS1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1533.See file dsdata.txt to determine how the superseded data were derived.
 CS1533
 CS1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB539325(NAD 83)
 CS1533_MARKER: DR = REFERENCE MARK DISK
 CS1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1533_STAMPING: MEACHAM 1946 NO 4 1968
 CS1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1533+STABILITY: SURFACE MOTION
 CS1533
 CS1533  HISTORY     - Date     Condition        Report By
 CS1533  HISTORY     - 1968     MONUMENTED       CGS
 CS1533
 CS1533                          STATION DESCRIPTION
 CS1533
 CS1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CS1533'4.6 MI N FROM FORT WORTH.
 CS1533'ABOUT 4.6 MILES NORTH ALONG NORTH MAIN STREET FROM THE COURTHOUSE IN
 CS1533'FORT WORTH TO THE SOUTH ENTRANCE OF MEACHAM FIELD AIRPORT, THENCE 0.15
 CS1533'MILE WESTERLY TO THE MEACHAM FIELD ADMINISTRATIVE OFFICES BUILDING AND
 CS1533'SITE OF BENCH MARK.  THE MARK IS NEAR THE SOUTH CORNER OF THE CONCRETE
 CS1533'WALK WHICH SURROUNDS THE BUILDING, AT THE THIRD PILLAR FROM SOUTH,
 CS1533'34.2 FEET NORTHWEST OF THE SOUTH PILLAR AND 1.0 FOOT NORTHEAST OF THE
 CS1533'SOUTHWEST EDGE OF WALK.  A C AND GS TRIANGULATION REFERENCE MARK DISK
 CS1533'CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5741 ***********************************************************************
 AW5741  DESIGNATION -  MEAD
 AW5741  PID         -  AW5741
 AW5741  STATE/COUNTY-  TX/JEFFERSON
 AW5741  USGS QUAD   -  STAR LAKE (1994)
 AW5741
 AW5741                         *CURRENT SURVEY CONTROL
 AW5741  ___________________________________________________________________
 AW5741* NAD 83(1993)-  29 38 00.46209(N)    094 10 17.15044(W)     ADJUSTED  
 AW5741* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 AW5741  ___________________________________________________________________
 AW5741  X           -    -403,598.264 (meters)                     COMP
 AW5741  Y           -  -5,533,738.101 (meters)                     COMP
 AW5741  Z           -   3,135,109.061 (meters)                     COMP
 AW5741  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW5741  ELLIP HEIGHT-         -26.00  (meters)          (06/17/02) GPS OBS
 AW5741  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW5741
 AW5741  HORZ ORDER  -  SECOND
 AW5741  ELLP ORDER  -  FIFTH     CLASS I
 AW5741
 AW5741.The horizontal coordinates were established by classical geodetic methods
 AW5741.and adjusted by the National Geodetic Survey in February 1996..
 AW5741
 AW5741.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5741
 AW5741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5741
 AW5741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5741
 AW5741.The ellipsoidal height was determined by GPS observations
 AW5741.and is referenced to NAD 83.
 AW5741
 AW5741.The geoid height was determined by GEOID03.
 AW5741
 AW5741;                    North         East     Units Scale Factor Converg.
 AW5741;SPC TXSC     - 4,209,152.768 1,067,402.814   MT  0.99987677   +2 21 56.1
 AW5741;SPC TXSC     -13,809,528.71  3,501,970.73   sFT  0.99987677   +2 21 56.1
 AW5741;UTM  15      - 3,278,744.302   386,601.272   MT  0.99975866   -0 34 45.4
 AW5741
 AW5741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5741!SPC TXSC     -   1.00000408  x   0.99987677  =   0.99988085
 AW5741!UTM  15      -   1.00000408  x   0.99975866  =   0.99976274
 AW5741
 AW5741|---------------------------------------------------------------------|
 AW5741| PID    Reference Object                     Distance      Geod. Az  |
 AW5741|                                                           dddmmss.s |
 AW5741| CW1014 MEAD RM 1                            27.355 METERS 06520     |
 AW5741| CW1015 MEAD RM 1 OLD                                      06531     |
 AW5741| AW5740 MEAD RM 3                           108.454 METERS 15611     |
 AW5741| AW2448 R 1014 RESET                                       2305156.6 |
 AW5741| CW1016 MEAD RM 2                            23.710 METERS 34300     |
 AW5741|---------------------------------------------------------------------|
 AW5741
 AW5741                          SUPERSEDED SURVEY CONTROL
 AW5741
 AW5741  ELLIP H (02/16/96)  -25.93   (m)                       GP(       ) 5 1
 AW5741  NAD 83(1993)-  29 38 00.46158(N)    094 10 17.15041(W) AD(       ) 2
 AW5741  ELLIP H (01/21/93)  -25.92   (m)                       GP(       ) 4 2
 AW5741  NAD 83(1986)-  29 38 00.48307(N)    094 10 17.13150(W) AD(       ) 2
 AW5741  NAD 27      -  29 37 59.68440(N)    094 10 16.47980(W) AD(       ) 2
 AW5741  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AW5741
 AW5741.Superseded values are not recommended for survey control.
 AW5741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5741.See file dsdata.txt to determine how the superseded data were derived.
 AW5741
 AW5741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN8660178744(NAD 83)
 AW5741_MARKER: DS = TRIANGULATION STATION DISK
 AW5741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5741_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5741+STABILITY: SURFACE MOTION
 AW5741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5741+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 AW5741
 AW5741  HISTORY     - Date     Condition        Report By
 AW5741  HISTORY     - 1934     MONUMENTED       CGS
 AW5741  HISTORY     - 1957     GOOD             USN
 AW5741  HISTORY     - 1960     GOOD             CGS
 AW5741  HISTORY     - 1963     GOOD             CGS
 AW5741  HISTORY     - 1966     GOOD             LOCSUR
 AW5741  HISTORY     - 1974     GOOD             LOCSUR
 AW5741  HISTORY     - 1977     GOOD             NGS
 AW5741  HISTORY     - 19900221 GOOD
 AW5741
 AW5741                          STATION DESCRIPTION
 AW5741
 AW5741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5741'STATION IS LOCATED ON THE SABINE PASS-GALVESTON BEACH ROAD,
 AW5741'19.2 MILES SW OF THE DOWLING MONUMENT AT INTERSECTION OF
 AW5741'PORT ARTHUR AND GALVESTON ROADS AT SABINE PASS, 2.0 MILES
 AW5741'W OF BREEZE INN ON MC FADDENS RANCH, ON LOW GRASSLAND,
 AW5741'APPROXIMATELY MIDWAY BETWEEN A ROW OF MESQUITE TREES AND MC FADDENS
 AW5741'W BOUNDARY FENCE.  IT IS INSHORE 195 METERS FROM THE
 AW5741'HIGH-WATER LINE AND 120 METERS N OF WIRE FENCE ALONG BEACH
 AW5741'ROAD.
 AW5741'
 AW5741'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF
 AW5741'A 6-INCH CONCRETE-FILLED TILE PROJECTING 6 INCHES ABOVE
 AW5741'GROUND.  IT IS STAMPED MEAD 1934.
 AW5741'
 AW5741'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5741'OF A 6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE
 AW5741'GROUND.  IT IS STAMPED R.M. 1 1934.
 AW5741'
 AW5741'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5741'OF A 6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE
 AW5741'GROUND.  IT IS STAMPED R.M. 2 1934.
 AW5741
 AW5741                          STATION RECOVERY (1957)
 AW5741
 AW5741'RECOVERY NOTE BY US NAVY 1957 (CDG)
 AW5741'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW5741'THE STATION IS BEST REACHED BY FOLLOWING THE SABINE PASS-GALVESTON
 AW5741'ROAD (RTE. 87) WEST FROM THE FLASHING LIGHT INTERSECTION
 AW5741'FOR 19.0 MILES OR 6.8 MILES WEST FROM BREEZE INN (THE FORMER
 AW5741'COAST GUARD STATION AT MC FADDIN BEACH) TO A N-S PLANKED
 AW5741'ROAD.
 AW5741'
 AW5741'THE STATION MARK IS LOCATED IN A SEMI-MARSHY GRASSLAND 540
 AW5741'FT. NW OF AND NORMAL TO RTE. 87 AND 450 FT. NW OF AND NORMAL
 AW5741'TO A TELEPHONE LINE.  620 FT. E OF A N-S FENCE LINE 590
 AW5741'FT. E OF A STRAIGHT SECTION OF A PLANKED ROAD.  770 FEET
 AW5741'NW OF THE CENTER OF THE CATTLE GUARD AT THE PLANKED ROAD
 AW5741'AND APPROXIMATELY 700 FT. N OF THE MHW.
 AW5741'
 AW5741'THE STATION WAS WELL FLAGGED AND STAKED THIS DATE FOR FUTURE
 AW5741'RECOVERY.  THE STATION IS ON PROPERTY BELONGING TO MC FADDIN
 AW5741'RANCHES.
 AW5741
 AW5741                          STATION RECOVERY (1960)
 AW5741
 AW5741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5741'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  REVISED
 AW5741'DESCRIPTION FOLLOWS.  STATION IS LOCATED ON THE SABINE
 AW5741'PASS-GALVESTON HIGHWAY (STATE HIGHWAY 87), 19.2 MILES SOUTHWEST OF
 AW5741'THE DICK DOWLING MONUMENT AT SABINE PASS, ABOUT 5.8
 AW5741'MILES SOUTHWEST OF BREEZE INN, ON MC FADDENS RANCH, ON LOW
 AW5741'GRASSLAND, ABOUT 1000 FEET NORTHEAST OF A CORRAL AND 510
 AW5741'FEET NORTH OF THE HIGHWAY.  A STANDARD DISK STAMPED MEAD
 AW5741'1934 IN TOP OF A 6 INCH TILE PROJECTING 6 INCHES.  A
 AW5741'50 FOOT STEEL OBSERVING TOWER IS IN PLACE OVER THE
 AW5741'STATION.
 AW5741'
 AW5741'R.M. 1 IS 27.350 METERS NORTHEAST OF THE STATION.  A STANDARD
 AW5741'DISK STAMPED NO. 1 1934 IN TOP OF A 6 INCH TILE PROJECTING
 AW5741'3 INCHES.
 AW5741'
 AW5741'R.M. 2 IS 23.751 METERS NORTHWEST OF THE STATION.  A STANDARD
 AW5741'DISK STAMPED NO. 2 1934 IN TOP OF A 6 INCH TILE PROJECTING
 AW5741'4 INCHES.
 AW5741
 AW5741                          STATION RECOVERY (1963)
 AW5741
 AW5741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5741'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 AW5741'TO BE IN GOOD CONDITION, REFERENCE MARK 1 HAS BEEN DISTURBED
 AW5741'AND IS LEANING SLIGHTLY, BUT IS SOLID, A REFERENCE MARK
 AW5741'3 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 1 AND
 AW5741'REFERENCE MARK 2 CHECKED, A DIFFERENCE WAS FOUND IN THE
 AW5741'DIRECTION OF 11 MINUTES 0.9 SEC. LOWER TO REFERENCE MARK
 AW5741'1, 2 MINUTES 25.5 SEC. LOWER TO REFERENCE MARK 2.
 AW5741'
 AW5741'THE STATION IS LOCATED ON STATE HIGHWAY 87, ABOUT 19 MILES
 AW5741'SOUTHWEST OF SABINE PASS, ABOUT 6 MILES WEST OF THE BREEZE
 AW5741'INN AND ON MC FADDEN RANCH.
 AW5741'
 AW5741'REACH THE STATION FROM THE DICK DOWLING MONUMENT AT SABINE
 AW5741'PASS, GO WEST ON STATE HIGHWAY 87 FOR 13.5 MILES TO THE
 AW5741'BREEZE INN, CONTINUE WEST FOR 5.8 MILES TO THE STATION ON
 AW5741'NORTH SIDE OF ROAD.
 AW5741'
 AW5741'STATION MARK, A STANDARD DISK SET IN THE TOP OF A 6 INCH
 AW5741'ROUND CONCRETE FILLED TILE WHICH PROJECTS ABOUT 3 INCHES
 AW5741'AND STAMPED MEAD 1934.  THE MARK IS 445 FEET NORTH OF THE
 AW5741'CENTER OF STATE HIGHWAY 87, 4 FEET SOUTHEAST OF THE WITNESS
 AW5741'POST.
 AW5741'
 AW5741'REFERENCE MARK 1, A STANDARD DISK SET IN TOP OF A 6 INCH
 AW5741'ROUND CONCRETE FILLED TILE WHICH PROJECTS ABOUT 3 INCHES
 AW5741'AND STAMPED MEAD NO 1 1934.  THE MARK IS 89 FEET EAST OF
 AW5741'THE WITNESS POST.
 AW5741'
 AW5741'REFERENCE MARK 2, A STANDARD DISK SET IN THE TOP OF A 6
 AW5741'INCH ROUND CONCRETE FILLED TILE WHICH PROJECTS ABOUT 3 INCHES
 AW5741'AND STAMPED MEAD NO 2 1934.  THE MARK IS 81.2 FEET NORTH
 AW5741'OF THE WITNESS POST.
 AW5741'
 AW5741'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN THE TOP
 AW5741'OF A 12 INCH SQUARE CONCRETE POST, IT HAS AN UNDERGROUND
 AW5741'MARK ALSO, THE TOP MARK PROJECTS ABOUT 3 INCHES AND STAMPED
 AW5741'MEAD NO 3 1934.  THE MARK IS 3 FEET SOUTHEAST OF THE WITNESS
 AW5741'POST.  84.8 FEET NORTH OF THE FENCE AND 106.9 FEET NORTH
 AW5741'OF THE CENTER OF STATE HIGHWAY 87.
 AW5741'
 AW5741'AZIMUTH MARK, A STANDARD BENCH MARK DISK SET IN THE TOP
 AW5741'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 AW5741'INCHES AND STAMPED R 1014 RESET 1962.  THE MARK IS 1.2 FEET
 AW5741'WEST OF THE WITNESS POST, 1.3 FEET EAST OF A WITNESS POST,
 AW5741'66 FEET NORTHWEST OF FENCE LINE AND 89.5 FEET NORTHWEST OF
 AW5741'THE CENTER OF ROAD.  TO REACH AZIMUTH FROM STATION, GO WEST
 AW5741'FOR 0.3 MILE TO GATE AND AZIMUTH (BENCH MARK).
 AW5741'
 AW5741'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW5741
 AW5741                          STATION RECOVERY (1966)
 AW5741
 AW5741'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 AW5741'RECOVERED BY J.E. CHANCE AND ASSOC
 AW5741'
 AW5741'STATION AND R.M. 3 RECOVERED.
 AW5741
 AW5741                          STATION RECOVERY (1974)
 AW5741
 AW5741'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 AW5741'RECOVERED BY LIPPS JAKUBIK AND ASSOC. INC.
 AW5741'
 AW5741'MEAD 1934-GOOD CONDITION - WITNESS POST GONE FOUND AS PER
 AW5741'1963 DESCRIPTION
 AW5741'
 AW5741'MEAD R.M.-3 AND AZIMUTH MARK FOUND IN GOOD CONDITION - ALL
 AW5741'WITNESS POSTS GONE-
 AW5741
 AW5741                          STATION RECOVERY (1977)
 AW5741
 AW5741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW5741'STATION MARK, REFERENCE MARK 3 WERE RECOVERED AND FOUND IN GOOD
 AW5741'CONDITION, REFERENCE MARK 1 WAS FOUND TILTED, BENCH MARK R 1014 WAS
 AW5741'SEARCHED FOR BUT NOT RECOVERED.  A NEW TO REACH FOLLOWS.
 AW5741'
 AW5741'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 87 S OF HIGHLAND,
 AW5741'GO ENE ON STATE HIGHWAY 87 FOR 1.2 MILES TO THE COUNTY LINE OF
 AW5741'GALVESTON AND CHAMBERS.  CONTINUE ENE FOR 1.15 MILE TO THE COUNTY
 AW5741'LINE OF CHANBERS AND JEFFERSON, CONTINUE ENE FOR 1.8 MILES TO A
 AW5741'DOUBLE WOODEN GATE ON THE LEFT.  CONTINUE ENE FOR 2.75 MILE TO A
 AW5741'WOODEN GATE ON THE LEFT JUST PAST A METAL WIND BREAK.  TURN LEFT
 AW5741'THROUGH GATE AND BEAR SHARP RIGHT AND FOLLOW ALONG THE N SIDE OF
 AW5741'FENCE FOR 0.55 MILE TO REFERENCE MARK 3 ON THE LEFT.  TURN LEFT AND
 AW5741'GO ABOUT 350 FEET TO THE STATION.
 AW5741'
 AW5741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES ENE OF
 AW5741'HIGHLAND.
 AW5741
 AW5741                          STATION RECOVERY (1990)
 AW5741
 AW5741'RECOVERED 1990
 AW5741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0676 ***********************************************************************
 DO0676  DESIGNATION -  MEAD
 DO0676  PID         -  DO0676
 DO0676  STATE/COUNTY-  TX/CLAY
 DO0676  USGS QUAD   -  BLUEGROVE (1968)
 DO0676
 DO0676                         *CURRENT SURVEY CONTROL
 DO0676  ___________________________________________________________________
 DO0676* NAD 83(1993)-  33 42 04.58800(N)    098 12 02.57152(W)     ADJUSTED  
 DO0676* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 DO0676  ___________________________________________________________________
 DO0676  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 DO0676  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DO0676
 DO0676  HORZ ORDER  -  THIRD
 DO0676
 DO0676.The horizontal coordinates were established by classical geodetic methods
 DO0676.and adjusted by the National Geodetic Survey in February 1996..
 DO0676
 DO0676.The orthometric height was scaled from a topographic map.
 DO0676
 DO0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0676
 DO0676.The geoid height was determined by GEOID03.
 DO0676
 DO0676;                    North         East     Units Scale Factor Converg.
 DO0676;SPC TXNC     - 2,225,662.905   627,744.062   MT  0.99993676   +0 09 47.6
 DO0676;SPC TXNC     - 7,302,029.05  2,059,523.64   sFT  0.99993676   +0 09 47.6
 DO0676;UTM  14      - 3,729,321.365   574,070.606   MT  0.99966764   +0 26 36.7
 DO0676
 DO0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0676!SPC TXNC     -   0.99995422  x   0.99993676  =   0.99989098
 DO0676!UTM  14      -   0.99995422  x   0.99966764  =   0.99962188
 DO0676
 DO0676:                Primary Azimuth Mark                     Grid Az
 DO0676:SPC TXNC     -  MEAD AZ MK                               000 00 35.6
 DO0676:UTM  14      -  MEAD AZ MK                               359 43 46.5
 DO0676
 DO0676|---------------------------------------------------------------------|
 DO0676| PID    Reference Object                     Distance      Geod. Az  |
 DO0676|                                                           dddmmss.s |
 DO0676| CX7752 MEAD AZ MK                                         0001023.2 |
 DO0676| CX7754 MEAD RM 2                            34.921 METERS 08545     |
 DO0676| CX7753 MEAD RM 1                            14.000 METERS 35255     |
 DO0676|---------------------------------------------------------------------|
 DO0676
 DO0676                          SUPERSEDED SURVEY CONTROL
 DO0676
 DO0676  NAD 83(1993)-  33 42 04.58817(N)    098 12 02.57067(W) AD(       ) 3
 DO0676  NAD 83(1986)-  33 42 04.59239(N)    098 12 02.55848(W) AD(       ) 3
 DO0676  NAD 27      -  33 42 04.22113(N)    098 12 01.39255(W) AD(       ) 3
 DO0676
 DO0676.Superseded values are not recommended for survey control.
 DO0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0676.See file dsdata.txt to determine how the superseded data were derived.
 DO0676
 DO0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7407129321(NAD 83)
 DO0676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0676
 DO0676  HISTORY     - Date     Condition        Report By
 DO0676  HISTORY     - 1966     MONUMENTED       CGS
 DO0676
 DO0676                          STATION DESCRIPTION
 DO0676
 DO0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0676'THE STATION IS ABOUT 11-1/2 MILES WEST-NORTHWEST OF BELLEVUE AND 8
 DO0676'MILES SOUTH OF HENRIETTA, ON THE WEST RIGHT-OF-WAY OF STATE
 DO0676'HIGHWAY 148.
 DO0676'
 DO0676'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 DO0676'STATE HIGHWAY 148 IN HENRIETTA, GO SOUTH ON HIGHWAY 148 FOR 7.0
 DO0676'MILES TO A GRAVELED CROSSROAD.  CONTINUE SOUTH ON THE HIGHWAY FOR
 DO0676'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF
 DO0676'HIGHWAY.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.5 MILE TO THE
 DO0676'STATION ON THE RIGHT.
 DO0676'
 DO0676'STATION MARK IS A STANDARD DISK, STAMPED MEAD 1965, SET IN THE TOP
 DO0676'OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER, THAT IS 1 FOOT
 DO0676'BELOW THE GROUND SURFACE.  IT IS 55.8 FEET WEST OF THE CENTERLINE
 DO0676'OF STATE HIGHWAY 148, 4.5 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE
 DO0676'AND 4.3 FEET EAST OF A WITNESS POST.
 DO0676'
 DO0676'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MEAD NO 1 1965, SET
 DO0676'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0676'FLUSH WITH THE GROUND.  IT IS 59.0 FEET WEST OF THE CENTERLINE OF
 DO0676'THE HIGHWAY, 1.0 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND
 DO0676'ABOUT THE SAME ELEVATION AS THE STATION.
 DO0676'
 DO0676'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MEAD NO 2 1965, SET
 DO0676'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0676'FLUSH WITH THE GROUND.  IT IS 59.4 FEET EAST OF THE CENTERLINE OF
 DO0676'THE HIGHWAY, 1.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND
 DO0676'ABOUT THE SAME ELEVATION AS THE STATION.
 DO0676'
 DO0676'AZIMUTH MARK IS A STANDARD DISK, STAMPED MEAD 1965, SET IN THE TOP
 DO0676'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH WITH
 DO0676'THE GROUND.  IT IS 59.0 FEET EAST OF THE CENTERLINE OF HIGHWAY
 DO0676'148, 2 FEET SOUTH OF A WITNESS POST, 1.0 FEET WEST OF THE EAST
 DO0676'RIGHT-OF-WAY FENCE AND 1.0 FEET SOUTH OF AN EAST RIGHT-OF-WAY
 DO0676'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5740 ***********************************************************************
 AW5740  DESIGNATION -  MEAD RM 3
 AW5740  PID         -  AW5740
 AW5740  STATE/COUNTY-  TX/JEFFERSON
 AW5740  USGS QUAD   -  STAR LAKE (1994)
 AW5740
 AW5740                         *CURRENT SURVEY CONTROL
 AW5740  ___________________________________________________________________
 AW5740* NAD 83(1993)-  29 37 57.23989(N)    094 10 15.52200(W)     ADJUSTED  
 AW5740* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 AW5740  ___________________________________________________________________
 AW5740  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AW5740  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW5740
 AW5740  HORZ ORDER  -  SECOND
 AW5740
 AW5740.The horizontal coordinates were established by classical geodetic methods
 AW5740.and adjusted by the National Geodetic Survey in February 1996..
 AW5740
 AW5740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5740
 AW5740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5740
 AW5740.The geoid height was determined by GEOID03.
 AW5740
 AW5740;                    North         East     Units Scale Factor Converg.
 AW5740;SPC TXSC     - 4,209,055.459 1,067,450.671   MT  0.99987669   +2 21 56.9
 AW5740;SPC TXSC     -13,809,209.45  3,502,127.74   sFT  0.99987669   +2 21 56.9
 AW5740;UTM  15      - 3,278,644.675   386,644.061   MT  0.99975854   -0 34 44.5
 AW5740
 AW5740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5740!SPC TXSC     -   1.00000397  x   0.99987669  =   0.99988066
 AW5740!UTM  15      -   1.00000397  x   0.99975854  =   0.99976251
 AW5740
 AW5740:                Primary Azimuth Mark                     Grid Az
 AW5740:SPC TXSC     -  R 1014 RESET                             243 05 36.2
 AW5740:UTM  15      -  R 1014 RESET                             246 02 17.6
 AW5740
 AW5740|---------------------------------------------------------------------|
 AW5740| PID    Reference Object                     Distance      Geod. Az  |
 AW5740|                                                           dddmmss.s |
 AW5740| AW2448 R 1014 RESET                                       2452733.1 |
 AW5740| AW5741 MEAD                                108.454 METERS 33611     |
 AW5740|---------------------------------------------------------------------|
 AW5740
 AW5740                          SUPERSEDED SURVEY CONTROL
 AW5740
 AW5740  NAD 83(1993)-  29 37 57.23939(N)    094 10 15.52197(W) AD(       ) 2
 AW5740  NAD 83(1986)-  29 37 57.26112(N)    094 10 15.50314(W) AD(       ) 2
 AW5740  NAD 27      -  29 37 56.46210(N)    094 10 14.85110(W) AD(       ) 2
 AW5740  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AW5740
 AW5740.Superseded values are not recommended for survey control.
 AW5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5740.See file dsdata.txt to determine how the superseded data were derived.
 AW5740
 AW5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN8664478645(NAD 83)
 AW5740_MARKER: DR = REFERENCE MARK DISK
 AW5740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5740
 AW5740  HISTORY     - Date     Condition        Report By
 AW5740  HISTORY     - 1963     MONUMENTED       CGS
 AW5740  HISTORY     - 1977     GOOD             NGS
 AW5740  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW5740
 AW5740                          STATION DESCRIPTION
 AW5740
 AW5740'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5740'THE STATION IS LOCATED ON STATE HIGHWAY 87, ABOUT 19 MILES
 AW5740'SOUTHWEST OF SABINE PASS, ABOUT 6 MILES WEST OF THE BREEZE
 AW5740'INN, ABOUT 107 FEET NORTH OF STATE HIGHWAY 87 AND ON THE
 AW5740'MC FADDEN RANCH.
 AW5740'
 AW5740'TO REACH THE STATION FROM THE DICK DOWLING MONUMENT AT
 AW5740'SABINE PASS, GO WEST ON STATE HIGHWAY 87 FOR 13.5 MILES
 AW5740'TO THE BREEZE INN, CONTINUE WEST FOR 5.8 MILES TO THE STATION
 AW5740'ON THE NORTH SIDE OF THE ROAD WITH A 13 METER STEEL TOWER
 AW5740'OVER THE MARK.
 AW5740'
 AW5740'STATION MARK, A STANDARD REFERENCE DISK SET IN THE TOP OF
 AW5740'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 AW5740'AND STAMPED MEAD NO 3 1934.  IT ALSO HAS AN UNDERGROUND MARK.
 AW5740'THE MARK IS 3 FEET SOUTHEAST OF THE WITNESS POST 84.8 FEET
 AW5740'NORTH OF THE FENCE AND 106.9 FEET NORTH OF THE CENTER OF
 AW5740'STATE HIGHWAY 87.
 AW5740'
 AW5740'AZIMUTH MARK, A STANDARD BENCH MARK DISK SET IN THE TOP
 AW5740'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 AW5740'INCHES AND STAMPED R 1014 RESET 1962.  THE MARK IS 1.2 FEET
 AW5740'WEST OF THE WITNESS POST, 1.3 FEET EAST OF A WITNESS POST,
 AW5740'6 FEET NORTHWEST OF THE FENCE LINE AND 89.5 FEET NORTHWEST
 AW5740'OF THE CENTER OF THE ROAD.
 AW5740'
 AW5740'TO REACH THE AZIMUTH (BENCH MARK) FROM STATION, GO WEST FOR
 AW5740'0.3 MILE TO GATE AND MARK AS DESCRIBED.
 AW5740'
 AW5740'HEIGHT OF LIGHT ABOVE STATION MARK 13.65 METERS.
 AW5740
 AW5740                          STATION RECOVERY (1977)
 AW5740
 AW5740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW5740'STATION MARK MEAD RM 3 AND STATION MARK MEAD 1934 WERE RECOVERED AND
 AW5740'FOUND IN GOOD CONDITION, BENCH MARK R 1014 WAS SEARCHED FOR BUT NOT
 AW5740'RECOVERED.  A NEW TO REACH FOLLOWS.
 AW5740'
 AW5740'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 87 S OF HIGHLAND,
 AW5740'GO ENE ON STATE HIGHWAY 87 FOR 1.2 MILES TO THE COUNTY LINE OF
 AW5740'GALVESTON AND CHAMBERS.  CONTINUE ENE FOR 1.15 MILE TO THE COUNTY
 AW5740'LINE OF CHAMBERS AND JEFFERSON, CONTINUE ENE ON STATE HIGHWAY 87 FOR
 AW5740'1.8 MILE TO A DOUBLE WOODEN GATE ON THE LEFT.  CONTINUE ENE FOR
 AW5740'2.75 MILES TO A WOODEN GATE JUST AFTER PASSING A METAL WIND BREAK.
 AW5740'TURN LEFT AND BEAR SHARP RIGHT AND FOLLOW ALONG N SIDE OF FENCE FOR
 AW5740'0.55 MILE TO THE STATION ON THE LEFT.
 AW5740'
 AW5740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2 MILES
 AW5740'ENE OF HIGHLAND.
 AW5740
 AW5740                          STATION RECOVERY (2002)
 AW5740
 AW5740'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW5740'FOUND CONCRETE POST WASHED UP ON BEACH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1357 ***********************************************************************
 DN1357  DESIGNATION -  MEADOR
 DN1357  PID         -  DN1357
 DN1357  STATE/COUNTY-  TX/WISE
 DN1357  USGS QUAD   -  DECATUR (1972)
 DN1357
 DN1357                         *CURRENT SURVEY CONTROL
 DN1357  ___________________________________________________________________
 DN1357* NAD 83(1993)-  33 14 18.87763(N)    097 32 08.79929(W)     ADJUSTED  
 DN1357* NAVD 88     -       312.36   (+/-2cm)    1024.8    (feet)  VERTCON   
 DN1357  ___________________________________________________________________
 DN1357  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DN1357  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DN1357
 DN1357  HORZ ORDER  -  FIRST
 DN1357  VERT ORDER  -  THIRD ? (See Below)
 DN1357
 DN1357.The horizontal coordinates were established by classical geodetic methods
 DN1357.and adjusted by the National Geodetic Survey in February 1996..
 DN1357
 DN1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1357.The vertical order pertains to the NGVD 29 superseded value.
 DN1357
 DN1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1357
 DN1357.The geoid height was determined by GEOID03.
 DN1357
 DN1357;                    North         East     Units Scale Factor Converg.
 DN1357;SPC TXNC     - 2,174,721.700   689,854.155   MT  0.99987792   +0 31 33.2
 DN1357;SPC TXNC     - 7,134,899.44  2,263,296.51   sFT  0.99987792   +0 31 33.2
 DN1357;UTM  14      - 3,678,691.708   636,418.219   MT  0.99982945   +0 48 09.7
 DN1357
 DN1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1357!SPC TXNC     -   0.99995525  x   0.99987792  =   0.99983318
 DN1357!UTM  14      -   0.99995525  x   0.99982945  =   0.99978471
 DN1357
 DN1357|---------------------------------------------------------------------|
 DN1357| PID    Reference Object                     Distance      Geod. Az  |
 DN1357|                                                           dddmmss.s |
 DN1357| CY1633 MEADOR RM 1                         187.635 METERS 19013     |
 DN1357| CY1632 MEADOR AZ MK                                       2124708.0 |
 DN1357| DN1356 DECATUR BAP JUNIOR COLL CUPOLA      APPROX. 5.1 KM 2495636.8 |
 DN1357| DN1358 DECATUR WAGGONER ESTATE CUPOLA      APPROX. 3.9 KM 2630326.6 |
 DN1357| DN1355 DECATUR WISE CO CTHSE CUPOLA        APPROX. 4.8 KM 2643004.6 |
 DN1357| DN1359 DECATUR MUNICIPAL TANK              APPROX. 4.9 KM 2651735.0 |
 DN1357| CY1634 MEADOR RM 2                         264.299 METERS 27524     |
 DN1357|---------------------------------------------------------------------|
 DN1357
 DN1357                          SUPERSEDED SURVEY CONTROL
 DN1357
 DN1357  NAD 83(1993)-  33 14 18.87862(N)    097 32 08.79081(W) AD(       ) 1
 DN1357  NAD 83(1986)-  33 14 18.88205(N)    097 32 08.78493(W) AD(       ) 1
 DN1357  NAD 27      -  33 14 18.45890(N)    097 32 07.68750(W) AD(       ) 1
 DN1357  NGVD 29 (07/19/86)  312.29   (m)         1024.6    (f) LEVELING    3  
 DN1357
 DN1357.Superseded values are not recommended for survey control.
 DN1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1357.See file dsdata.txt to determine how the superseded data were derived.
 DN1357
 DN1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3641878692(NAD 83)
 DN1357_MARKER: DS = TRIANGULATION STATION DISK
 DN1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1357
 DN1357  HISTORY     - Date     Condition        Report By
 DN1357  HISTORY     - 1935     MONUMENTED       CGS
 DN1357  HISTORY     - 1937     GOOD             TXHD
 DN1357  HISTORY     - 1940     GOOD             TXGS
 DN1357  HISTORY     - 1949     GOOD             CGS
 DN1357  HISTORY     - 1955     GOOD             TXHD
 DN1357  HISTORY     - 1960     GOOD             CGS
 DN1357  HISTORY     - 1967     GOOD             CGS
 DN1357  HISTORY     - 1968     GOOD             CGS
 DN1357  HISTORY     - 19990827 MARK NOT FOUND   USPSQD
 DN1357
 DN1357                          STATION DESCRIPTION
 DN1357
 DN1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1357'STATION IS ABOUT 2-1/2 MILES E. OF DECATUR, ON THE HIGH POINT
 DN1357'AND AT THE W END OF A LOW RIDGE WHICH IS IN THE SW 1/4 OF
 DN1357'A HAY MEADOW, LAND IN CHARGE OF CLAUDE MEADOR.  IT IS ABOUT
 DN1357'640 FEET N OF STATE ROUTE 24, 868 FEET E OF FENCE LINE.  MARK
 DN1357'IS FLUSH.
 DN1357'
 DN1357'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1357'BRONZE DISKS SET IN CONCRETE.
 DN1357'
 DN1357'REFERENCE MARK NO. 1 IS SSW OF THE STATION, IN FENCE LINE,
 DN1357'30 FEET N OF THE CENTERLINE OF STATE HIGHWAY 24.  MARK PROJECTS
 DN1357'6 INCHES.
 DN1357'
 DN1357'REFERENCE MARK NO. 2 IS W OF THE STATION, IN FENCE LINE,
 DN1357'ABOUT 620 FEET N OF THE SW FENCE CORNER OF MEADOW.  MARK PROJECTS
 DN1357'6 INCHES.
 DN1357'
 DN1357'AZIMUTH MARK IS SW OF THE STATION, IN FENCE LINE, 31 FEET
 DN1357'W OF THE CENTERLINE OF STATE HIGHWAY 24, ABOUT 200 FEET N
 DN1357'OF FENCE CORNER, AND TURN OF ROAD.  MARK PROJECTS 6 INCHES.
 DN1357'
 DN1357'STATION REACHED FROM DECATUR RAILROAD DEPOT BY STATE HIGHWAY
 DN1357'24, E, 2.3 MILES, THENCE N 0.35 MILE, THEN E 0.25 MILE TO
 DN1357'SUMMIT OF GRADE AND GATE INTO MEADOW, THEN NW 0.15 MILE TO
 DN1357'THE STATION.
 DN1357'
 DN1357'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 DN1357
 DN1357                          STATION RECOVERY (1937)
 DN1357
 DN1357'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1357'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO
 DN1357'ATTEMPT MADE TO LOCATE REFERENCE MARK NO. 2, AND AZIMUTH.
 DN1357
 DN1357                          STATION RECOVERY (1940)
 DN1357
 DN1357'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DN1357'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DN1357
 DN1357                          STATION RECOVERY (1949)
 DN1357
 DN1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DN1357'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN1357'DESCRIBED.  STATE HIGHWAY 24 NOW PASSES ABOUT 1/4 MI. N OF
 DN1357'THE STATION.  THE ROUTE DESCRIBED IS NOW A COUNTY ROAD.
 DN1357
 DN1357                          STATION RECOVERY (1955)
 DN1357
 DN1357'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 DN1357'THIS STATION RECOVERED AND IN GOOD CONDITION.  AZIMUTH MARK
 DN1357'IS ALSO IN GOOD CONDITION.
 DN1357
 DN1357                          STATION RECOVERY (1960)
 DN1357
 DN1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1357'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1357'
 DN1357'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1357
 DN1357                          STATION RECOVERY (1967)
 DN1357
 DN1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (SSG)
 DN1357'STATION MARK AND AZIMUTH RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1357
 DN1357                          STATION RECOVERY (1968)
 DN1357
 DN1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DN1357'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK WERE
 DN1357'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 DN1357'FOR RECOVERY EXCEPT FOR THE ROUTE TO REACH STATION.  THE STATE
 DN1357'HIGHWAY 24 ROUTE IS NORTH OF STATION.  ROUTE TO REACH STATION IS
 DN1357'NOW AS FOLLOWS--FROM THE COURTHOUSE IN DECATUR, GO EAST 0.5 MILE TO
 DN1357'THE RAILROAD DEPOT, THENCE CROSSOVER RAILROAD TRACKS AND CONTINUE
 DN1357'EASTERLY ALONG A COUNTY ROAD FOR 2.4 MILES TO WHERE THE ROAD
 DN1357'TURNS NORTH.  TURN NORTH, GO 0.1 MILE TO AZIMUTH MARK ON THE
 DN1357'LEFT.  CONTINUE NORTHEASTERLY 0.45 MILE TO STATION ON THE
 DN1357'LEFT.
 DN1357'
 DN1357'METAL WITNESS POSTS WERE SET AT THE AZIMUTH MARK AND REFERENCE MARK
 DN1357'NO. 1.
 DN1357'
 DN1357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 DN1357'EAST OF DECATUR.
 DN1357
 DN1357                          STATION RECOVERY (1999)
 DN1357
 DN1357'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0980 ***********************************************************************
 CU0980  DESIGNATION -  MEADOW
 CU0980  PID         -  CU0980
 CU0980  STATE/COUNTY-  TX/COKE
 CU0980  USGS QUAD   -  SANCO (1987)
 CU0980
 CU0980                         *CURRENT SURVEY CONTROL
 CU0980  ___________________________________________________________________
 CU0980* NAD 83(1993)-  32 00 48.74756(N)    100 36 40.12818(W)     ADJUSTED  
 CU0980* NAVD 88     -       779.2    (meters)    2556.     (feet)  VERTCON   
 CU0980  ___________________________________________________________________
 CU0980  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CU0980  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CU0980
 CU0980  HORZ ORDER  -  THIRD
 CU0980
 CU0980.The horizontal coordinates were established by classical geodetic methods
 CU0980.and adjusted by the National Geodetic Survey in February 1996..
 CU0980
 CU0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0980
 CU0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0980
 CU0980.The geoid height was determined by GEOID03.
 CU0980
 CU0980;                    North         East     Units Scale Factor Converg.
 CU0980;SPC TX C     - 3,260,211.536   673,751.440   MT  1.00003757   -0 08 35.1
 CU0980;SPC TX C     -10,696,210.68  2,210,466.18   sFT  1.00003757   -0 08 35.1
 CU0980;SPC TXNC     - 2,040,470.654   400,546.816   MT  1.00003533   -1 09 05.1
 CU0980;SPC TXNC     - 6,694,444.14  1,314,127.35   sFT  1.00003533   -1 09 05.1
 CU0980;UTM  14      - 3,543,070.969   347,832.100   MT  0.99988556   -0 51 15.4
 CU0980
 CU0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0980!SPC TX C     -   0.99988164  x   1.00003757  =   0.99991920
 CU0980!SPC TXNC     -   0.99988164  x   1.00003533  =   0.99991697
 CU0980!UTM  14      -   0.99988164  x   0.99988556  =   0.99976721
 CU0980
 CU0980:                Primary Azimuth Mark                     Grid Az
 CU0980:SPC TX C     -  ROBERT LEE WT SEC                        138 32 34.6
 CU0980:SPC TXNC     -  ROBERT LEE WT SEC                        139 33 04.6
 CU0980:UTM  14      -  ROBERT LEE WT SEC                        139 15 14.9
 CU0980
 CU0980|---------------------------------------------------------------------|
 CU0980| PID    Reference Object                     Distance      Geod. Az  |
 CU0980|                                                           dddmmss.s |
 CU0980| CB0850 ROBERT LEE WT SEC                   APPROX.17.9 KM 1382359.5 |
 CU0980| CB0902 PAGE ET                             APPROX.15.7 KM 1622405.8 |
 CU0980|---------------------------------------------------------------------|
 CU0980
 CU0980                          SUPERSEDED SURVEY CONTROL
 CU0980
 CU0980  NAD 83(1986)-  32 00 48.75179(N)    100 36 40.11769(W) AD(       ) 3
 CU0980  NAD 27      -  32 00 48.26029(N)    100 36 38.75706(W) AD(       ) 3
 CU0980  NGVD 29 (07/19/86)  779.0    (m)         2556.     (f) VERT ANG       
 CU0980
 CU0980.Superseded values are not recommended for survey control.
 CU0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0980.See file dsdata.txt to determine how the superseded data were derived.
 CU0980
 CU0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA4783243071(NAD 83)
 CU0980_MARKER: DD = SURVEY DISK
 CU0980_SETTING: 66 = SET IN ROCK OUTCROP
 CU0980_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CU0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0980+STABILITY: POSITION/ELEVATION WELL
 CU0980
 CU0980  HISTORY     - Date     Condition        Report By
 CU0980  HISTORY     - 1958     MONUMENTED       USGS
 CU0980  HISTORY     - 1961     GOOD             USGS
 CU0980
 CU0980                          STATION DESCRIPTION
 CU0980
 CU0980'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CU0980'STATION LOCATED APPROXIMATELY 4 MI. S. AND 4 MI. E. OF SILVER, TEXAS,
 CU0980'ABOUT 3 MI. N. OF COLORADO RIVER AND ON W. EDGE OF MEADOW MOUNTAIN.
 CU0980'
 CU0980'TO REACH FROM SILVER, GO E. ON FARM ROAD 1672 1.0 MI. TO ITS
 CU0980'INTERSECTION WITH STATE HIGHWAY 208.  THENCE SE. ON HIGHWAY 208 8.1
 CU0980'MI. AND TURN RIGHT AT ENTRANCE TO BIRD RANCH.  THENCE W. ON MAIN
 CU0980'TRAVELED RD. 2.8 MI. AND TURN RIGHT OFF MAIN TRAVELED RD. AT ROCK
 CU0980'HOUSE.  THENCE ACROSS CREEK 0.6 MI. TO Y-RD., TURN RIGHT ON TRAIL RD.
 CU0980'AND FOLLOW IT GENERALLY N. 3.6 MI. TO FOOT OF MEADOW MTN. AT W. POINT
 CU0980'AND END OF TRUCK TRAVEL.  PACK E. UP STEEP SLOPE TO TOP OF MESA AND
 CU0980'STATION, ABOUT 20 MINUTE PACK.
 CU0980'
 CU0980'RECOVERED BY USGS IN 1961.
 CU0980'
 CU0980'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN ROCK OUTCROP,
 CU0980'STAMPED ---MEADOW 1958---.
 CU0980'
 CU0980'REFERENCE MARK NO. 1--CHISELED CROSS ON A BOULDER FLUSH WITH GROUND,
 CU0980'58.22 FT. FROM STATION, N 84 DEG 19 MIN W.
 CU0980'
 CU0980'REFERENCE MARK NO. 2--DRILL HOLE IN A BOULDER, 57.25 FT. FROM
 CU0980'STATION, N 10 DEG 10 MIN E.
 CU0980
 CU0980                          STATION RECOVERY (1961)
 CU0980
 CU0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CU0980'STATION LOCATED APPROXIMATELY 4 MI. S. AND 4 MI. E. OF SILVER, TEXAS,
 CU0980'ABOUT 3 MI. N. OF COLORADO RIVER AND ON W. EDGE OF MEADOW MOUNTAIN.
 CU0980'
 CU0980'TO REACH FROM SILVER, GO E. ON FARM ROAD 1672 1.0 MI. TO ITS
 CU0980'INTERSECTION WITH STATE HIGHWAY 208.  THENCE SE. ON HIGHWAY 208 8.1
 CU0980'MI. AND TURN RIGHT AT ENTRANCE TO BIRD RANCH.  THENCE W. ON MAIN
 CU0980'TRAVELED RD. 2.8 MI. AND TURN RIGHT OFF MAIN TRAVELED RD. AT ROCK
 CU0980'HOUSE, THENCE CROSS CREEK 0.6 MI. TO Y-RD., TURN RIGHT ON TRAIL RD.
 CU0980'AND FOLLOW IT GENERALLY N. 3.6 MI. TO FOOT OF MEADOW MTN. AT W.
 CU0980'POINT AND END OF TRUCK TRAVEL.  PACK E. UP STEEP SLOPE TO TOP OF
 CU0980'MESA AND STATION, ABOUT 20 MINUTE PACK.
 CU0980'
 CU0980'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN ROCK OUTCROP,
 CU0980'STAMPED ---MEADOW 1958---.
 CU0980'
 CU0980'REFERENCE MARK NO. 1--CHISELED CROSS ON A BOULDER FLUSH WITH GROUND,
 CU0980'58.22 FT. FROM STATION, N 84 DEG 19 MIN W.
 CU0980'
 CU0980'REFERENCE MARK NO. 2--DRILL HOLE IN A BOULDER, 57.25 FT. FROM
 CU0980'STATION, N 10 DEG 10 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0704 ***********************************************************************
 DQ0704  DESIGNATION -  MEADOW ET
 DQ0704  PID         -  DQ0704
 DQ0704  STATE/COUNTY-  TX/TERRY
 DQ0704  USGS QUAD   -  MEADOW (1985)
 DQ0704
 DQ0704                         *CURRENT SURVEY CONTROL
 DQ0704  ___________________________________________________________________
 DQ0704* NAD 83(1993)-  33 20 26.20570(N)    102 12 13.78346(W)     ADJUSTED  
 DQ0704* NAVD 88     -      1016.3    (meters)    3334.     (feet)  VERTCON   
 DQ0704  ___________________________________________________________________
 DQ0704  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DQ0704  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 DQ0704
 DQ0704  HORZ ORDER  -  SECOND
 DQ0704
 DQ0704.The horizontal coordinates were established by classical geodetic methods
 DQ0704.and adjusted by the National Geodetic Survey in February 1996..
 DQ0704
 DQ0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0704
 DQ0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0704
 DQ0704.The geoid height was determined by GEOID03.
 DQ0704
 DQ0704;                    North         East     Units Scale Factor Converg.
 DQ0704;SPC TXNC     - 2,191,701.590   255,312.368   MT  0.99988530   -2 01 12.2
 DQ0704;SPC TXNC     - 7,190,607.63    837,637.33   sFT  0.99988530   -2 01 12.2
 DQ0704;UTM  13      - 3,692,540.152   760,239.603   MT  1.00043507   +1 32 15.7
 DQ0704
 DQ0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0704!SPC TXNC     -   0.99984423  x   0.99988530  =   0.99972955
 DQ0704!UTM  13      -   0.99984423  x   1.00043507  =   1.00027923
 DQ0704
 DQ0704|---------------------------------------------------------------------|
 DQ0704| PID    Reference Object                     Distance      Geod. Az  |
 DQ0704|                                                           dddmmss.s |
 DQ0704| CJ7060 MEADOW ET RM 1                       14.715 METERS 19729     |
 DQ0704| DQ0706 PAN ET                              APPROX. 6.7 KM 2025451.0 |
 DQ0704| CJ7061 MEADOW ET RM 2                       18.481 METERS 29008     |
 DQ0704|---------------------------------------------------------------------|
 DQ0704
 DQ0704                          SUPERSEDED SURVEY CONTROL
 DQ0704
 DQ0704  NAD 83(1986)-  33 20 26.21362(N)    102 12 13.77658(W) AD(       ) 2
 DQ0704  NAD 27      -  33 20 25.88872(N)    102 12 12.13812(W) AD(       ) 2
 DQ0704  NGVD 29 (07/19/86) 1015.9    (m)         3333.     (f) VERT ANG       
 DQ0704
 DQ0704.Superseded values are not recommended for survey control.
 DQ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0704.See file dsdata.txt to determine how the superseded data were derived.
 DQ0704
 DQ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6024092540(NAD 83)
 DQ0704_MARKER: DD = SURVEY DISK
 DQ0704_SETTING: 0 = UNSPECIFIED SETTING
 DQ0704
 DQ0704  HISTORY     - Date     Condition        Report By
 DQ0704  HISTORY     - 1968     MONUMENTED       USGS
 DQ0704
 DQ0704                          STATION DESCRIPTION
 DQ0704
 DQ0704'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0704'THE STATION IS LOCATED NORTH 22 DEG EAST ABOUT 12.1 MILES AIRLINE
 DQ0704'FROM THE COURTHOUSE AT BROWNFIELD, TEXAS, ON THE RIGHT-OF-WAY OF
 DQ0704'THE PANHANDLE AND SANTA FE RAILROAD.
 DQ0704'
 DQ0704'TO REACH FROM THE COURTHOUSE AT BROWNFIELD, GO 0.3 MILE EAST ON
 DQ0704'MAIN STREET TO U.S. HIGHWAY 62, TURN LEFT AND GO 12.1 MILES NORTH ON
 DQ0704'U.S. HIGHWAY 62 TO AN EAST-WEST SURFACED ROAD AT THE NORTH EDGE OF
 DQ0704'THE TOWN OF MEADOW AND THE STATION SITE.  THE STATION IS 53 FEET
 DQ0704'SOUTH OF THE EAST-WEST ROAD AND 33.1 FEET SOUTHEAST NORMAL TO THE
 DQ0704'MAIN TRACK OF RAILROAD.  THE STATION IS 5.5 FEET SOUTH-SOUTHWEST
 DQ0704'OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 DQ0704'
 DQ0704'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DQ0704'DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 DQ0704'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 DQ0704'IS FLUSH WITH THE GROUND AND IS STAMPED MEADOW ET 1968.
 DQ0704'
 DQ0704'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 97 FEET SOUTH OF THE
 DQ0704'EAST-WEST ROAD AND 38 FEET SOUTHEAST NORMAL TO THE RAILROAD.  A
 DQ0704'USGS BRONZE REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD
 DQ0704'DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 DQ0704'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 DQ0704'TABLET IS FLUSH WITH THE GROUND AND STAMPED MEADOW ET 1968 - 1.
 DQ0704'
 DQ0704'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 32 FEET SOUTH OF THE
 DQ0704'EAST-WEST ROAD AND 27 FEET NORTHWEST NORMAL TO THE MAIN TRACK OF
 DQ0704'THE RAILROAD.  A USGS BRONZE REFERENCE MARK TABLET CRIMPED TO A
 DQ0704'COPPERWELD ROD DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN
 DQ0704'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 DQ0704'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED MEADOW
 DQ0704'ET 1968 - 2.
 DQ0704'
 DQ0704'THE DISTANCE BETWEEN REFERENCE MARKS IS 79.26 FEET (24.157 METERS).
 DQ0704'
 DQ0704'STATION PAN ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 DQ0704'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0705 ***********************************************************************
 DQ0705  DESIGNATION -  MEADOW WATER TANK
 DQ0705  PID         -  DQ0705
 DQ0705  STATE/COUNTY-  TX/TERRY
 DQ0705  USGS QUAD   -  MEADOW (1985)
 DQ0705
 DQ0705                         *CURRENT SURVEY CONTROL
 DQ0705  ___________________________________________________________________
 DQ0705* NAD 83(1993)-  33 20 14.94601(N)    102 12 28.98734(W)     ADJUSTED  
 DQ0705* NAVD 88     -                                                        
 DQ0705  ___________________________________________________________________
 DQ0705  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DQ0705  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 DQ0705
 DQ0705  HORZ ORDER  -  THIRD
 DQ0705
 DQ0705.The horizontal coordinates were established by classical geodetic methods
 DQ0705.and adjusted by the National Geodetic Survey in February 1996..
 DQ0705
 DQ0705
 DQ0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0705
 DQ0705.The geoid height was determined by GEOID03.
 DQ0705
 DQ0705;                    North         East     Units Scale Factor Converg.
 DQ0705;SPC TXNC     - 2,191,368.817   254,907.260   MT  0.99988502   -2 01 20.5
 DQ0705;SPC TXNC     - 7,189,515.86    836,308.24   sFT  0.99988502   -2 01 20.5
 DQ0705;UTM  13      - 3,692,182.686   759,855.714   MT  1.00043260   +1 32 06.8
 DQ0705
 DQ0705                          SUPERSEDED SURVEY CONTROL
 DQ0705
 DQ0705  NAD 83(1986)-  33 20 14.95438(N)    102 12 28.97920(W) AD(       ) 4
 DQ0705  NAD 27      -  33 20 14.62801(N)    102 12 27.33756(W) AD(       ) 3
 DQ0705
 DQ0705.Superseded values are not recommended for survey control.
 DQ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0705.See file dsdata.txt to determine how the superseded data were derived.
 DQ0705
 DQ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5985692183(NAD 83)
 DQ0705_MARKER: 53 = ELEVATED TANK
 DQ0705
 DQ0705  HISTORY     - Date     Condition        Report By
 DQ0705  HISTORY     - 1968     FIRST OBSERVED   USGS
 DQ0705
 DQ0705                          STATION DESCRIPTION
 DQ0705
 DQ0705'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0705'THE STATION IS LOCATED 4 BLOCKS WEST AND 3 BLOCKS SOUTH OF THE
 DQ0705'JUNCTION OF U.S. HIGHWAY 62 AND AN EAST-WEST SURFACED ROAD IN THE
 DQ0705'NORTHEAST PART OF MEADOW, TEXAS.  THE STATION IS AT SOUTHEAST
 DQ0705'CORNER OF A STREET INTERSECTION.
 DQ0705'
 DQ0705'STATION MARK--A 100 FOOT HIGH CYLINDRICAL WATER TANK PAINTED
 DQ0705'ALUMINUM.  POINT SIGHTED WAS BALL AT POINT OF CONICAL TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6506 ***********************************************************************
 AW6506  DESIGNATION -  MEADOWBROOK HL P 1938
 AW6506  PID         -  AW6506
 AW6506  STATE/COUNTY-  TX/HARRIS
 AW6506  USGS QUAD   -  PARK PLACE (1995)
 AW6506
 AW6506                         *CURRENT SURVEY CONTROL
 AW6506  ___________________________________________________________________
 AW6506* NAD 83(1993)-  29 40 15.19466(N)    095 15 42.14159(W)     ADJUSTED  
 AW6506* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AW6506  ___________________________________________________________________
 AW6506  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW6506  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6506
 AW6506  HORZ ORDER  -  THIRD
 AW6506
 AW6506.The horizontal coordinates were established by classical geodetic methods
 AW6506.and adjusted by the National Geodetic Survey in February 1996..
 AW6506
 AW6506.The orthometric height was scaled from a topographic map.
 AW6506
 AW6506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6506
 AW6506.The geoid height was determined by GEOID03.
 AW6506
 AW6506;                    North         East     Units Scale Factor Converg.
 AW6506;SPC TXSC     - 4,209,433.017   961,773.397   MT  0.99988037   +1 49 53.2
 AW6506;SPC TXSC     -13,810,448.16  3,155,418.22   sFT  0.99988037   +1 49 53.2
 AW6506;UTM  15      - 3,284,457.146   281,118.315   MT  1.00019116   -1 07 12.1
 AW6506
 AW6506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6506!SPC TXSC     -   1.00000254  x   0.99988037  =   0.99988291
 AW6506!UTM  15      -   1.00000254  x   1.00019116  =   1.00019370
 AW6506
 AW6506:                Primary Azimuth Mark                     Grid Az
 AW6506:SPC TXSC     -  GARDEN VILLAS                            245 06 22.4
 AW6506:UTM  15      -  GARDEN VILLAS                            248 03 27.7
 AW6506
 AW6506|---------------------------------------------------------------------|
 AW6506| PID    Reference Object                     Distance      Geod. Az  |
 AW6506|                                                           dddmmss.s |
 AW6506| AW0252 GARDEN VILLAS                       APPROX. 4.9 KM 2465615.6 |
 AW6506|---------------------------------------------------------------------|
 AW6506
 AW6506                          SUPERSEDED SURVEY CONTROL
 AW6506
 AW6506  NAD 83(1986)-  29 40 15.20936(N)    095 15 42.12181(W) AD(       ) 3
 AW6506  NAD 27      -  29 40 14.38151(N)    095 15 41.35325(W) AD(       ) 3
 AW6506
 AW6506.Superseded values are not recommended for survey control.
 AW6506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6506.See file dsdata.txt to determine how the superseded data were derived.
 AW6506
 AW6506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8111884457(NAD 83)
 AW6506_MARKER: DD = SURVEY DISK
 AW6506_SETTING: 0 = UNSPECIFIED SETTING
 AW6506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6506
 AW6506  HISTORY     - Date     Condition        Report By
 AW6506  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6506  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 AW6506  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW6506
 AW6506                          STATION DESCRIPTION
 AW6506
 AW6506'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938 (JMC)
 AW6506'STATION WAS LOCATED ON THE MEADOWBROOK WATER TANK, SINCE
 AW6506'DESTROYED, WEST OF WINKLER DRIVE ABOUT 1 MILE SOUTH OF SIMS
 AW6506'BAYOU.  THE GROUND POINT, DIRECTLY BELOW, IS MARKED BY A STANDARD
 AW6506'H.L. AND P. BRONZE DISK STAMPED MEADOWBROOK-1938 AND IS
 AW6506'FLUSH WITH THE GROUND.  IT IS 16.35 FEET FROM THE NORTHWEST
 AW6506'LEG, 10.35 FEET FROM THE NORTHEAST LEG, AND 25.45 FEET FROM
 AW6506'THE SOUTHEAST LEG, ALL MEASURED FROM THE NEAREST CORNER OF THE
 AW6506'CONCRETE FOUNDATION SUPPORTING THE LEG, AND 10.65 FEET FROM
 AW6506'THE 6 INCH STANDPIPE.
 AW6506'
 AW6506'TEXAS RECLAMATION DEPARTMENT B.M. 1 B., ON THE NORTHEAST
 AW6506'LEG IS 27.68 FEET FROM THE STATION N 67 DEG 35 MIN W.
 AW6506
 AW6506                          STATION RECOVERY (1996)
 AW6506
 AW6506'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6506'MARK NOT FOUND.
 AW6506
 AW6506                          STATION RECOVERY (2004)
 AW6506
 AW6506'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1166 ***********************************************************************
 CR1166  DESIGNATION -  MEADOWS
 CR1166  PID         -  CR1166
 CR1166  STATE/COUNTY-  TX/GREGG
 CR1166  USGS QUAD   -  KILGORE NE (1971)
 CR1166
 CR1166                         *CURRENT SURVEY CONTROL
 CR1166  ___________________________________________________________________
 CR1166* NAD 83(1993)-  32 25 47.63575(N)    094 48 00.20378(W)     ADJUSTED  
 CR1166* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 CR1166  ___________________________________________________________________
 CR1166  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CR1166  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR1166
 CR1166  HORZ ORDER  -  SECOND
 CR1166
 CR1166.The horizontal coordinates were established by classical geodetic methods
 CR1166.and adjusted by the National Geodetic Survey in February 1996..
 CR1166
 CR1166.The orthometric height was scaled from a topographic map.
 CR1166
 CR1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1166
 CR1166.The geoid height was determined by GEOID03.
 CR1166
 CR1166;                    North         East     Units Scale Factor Converg.
 CR1166;SPC TXNC     - 2,090,762.482   947,882.248   MT  0.99993107   +2 01 04.5
 CR1166;SPC TXNC     - 6,859,443.24  3,109,843.68   sFT  0.99993107   +2 01 04.5
 CR1166;UTM  15      - 3,589,514.297   330,761.210   MT  0.99995320   -0 57 55.9
 CR1166
 CR1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1166!SPC TXNC     -   0.99998405  x   0.99993107  =   0.99991513
 CR1166!UTM  15      -   0.99998405  x   0.99995320  =   0.99993726
 CR1166
 CR1166|---------------------------------------------------------------------|
 CR1166| PID    Reference Object                     Distance      Geod. Az  |
 CR1166|                                                           dddmmss.s |
 CR1166| CX6746 MEADOWS RM 1                         12.434 METERS 14357     |
 CR1166| CX6745 MEADOWS AZ MK                                      1652514.6 |
 CR1166| CR1167 KILGORE E MUNICIPAL TANK            APPROX. 7.9 KM 2285327.6 |
 CR1166| CX6747 MEADOWS RM 2                         12.284 METERS 23420     |
 CR1166|---------------------------------------------------------------------|
 CR1166
 CR1166                          SUPERSEDED SURVEY CONTROL
 CR1166
 CR1166  NAD 83(1986)-  32 25 47.64369(N)    094 48 00.19152(W) AD(       ) 2
 CR1166  NAD 27      -  32 25 47.10460(N)    094 47 59.42600(W) AD(       ) 2
 CR1166
 CR1166.Superseded values are not recommended for survey control.
 CR1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1166.See file dsdata.txt to determine how the superseded data were derived.
 CR1166
 CR1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3076189514(NAD 83)
 CR1166_MARKER: DS = TRIANGULATION STATION DISK
 CR1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1166
 CR1166  HISTORY     - Date     Condition        Report By
 CR1166  HISTORY     - 1950     MONUMENTED       CGS
 CR1166  HISTORY     - 1955     GOOD             CGS
 CR1166  HISTORY     - 1964     GOOD             CGS
 CR1166
 CR1166                          STATION DESCRIPTION
 CR1166
 CR1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1166'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF GLADEWATER,
 CR1166'6 MILES SOUTHWEST OF LONGVIEW AND 5 MILES NORTHEAST OF KILGORE
 CR1166'ON THE SOUTH SIDE OF HIGH OVAL TIMBERED KNOLL.  STATION IS 52
 CR1166'FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD,
 CR1166'39 FEET NORTHWEST OF WITNESS POST AND 30 FEET NORTH OF FENCE.
 CR1166'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 CR1166'MEADOWS 1950.
 CR1166'
 CR1166'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE APPROXIMATE
 CR1166'CENTERLINE OF DIRT ROAD, 2 FEET EAST OF WITNESS POST AND IS
 CR1166'IN FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 CR1166'DISK IS STAMPED MEADOWS NO 1 1950.
 CR1166'
 CR1166'REFERENCE MARK NO. 2 IS 23 FEET NORTH OF THE APPROXIMATE
 CR1166'CENTERLINE OF DIRT ROAD, 12 FEET WEST OF A LARGE PINE TREE
 CR1166'AND IS IN FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 CR1166'THE DISK IS STAMPED MEADOWS NO 2 1950.
 CR1166'
 CR1166'AZIMUTH MARK IS 25 FEET EAST OF THE APPROXIMATE CENTERLINE
 CR1166'OF OILED ROAD, 2.5 FEET SOUTH OF WITNESS POST AND 0.5 FOOT
 CR1166'WEST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 CR1166'DISK IS STAMPED MEADOWS 1950.
 CR1166'
 CR1166'TO REACH STATION FROM THE SOUTHWEST CORNER OF THE POST OFFICE
 CR1166'IN LONGVIEW GO WEST ON METHVIN STREET FOR 2 BLOCKS.  TURN
 CR1166'LEFT AND GO SOUTH ON STATE ROUTE 26 FOR 2.25 MILES TO SIDE
 CR1166'ROAD LEFT AT PALM ISLE CLUB.  TURN LEFT AND GO 1.2 MILES TO
 CR1166'RAILROAD CROSSING.  CONTINUE SOUTH FOR 3.0 MILES TO SIDE
 CR1166'ROAD RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.2 MILE TO STATION
 CR1166'ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.  TO REACH AZIMUTH
 CR1166'FROM STATION GO EAST FOR 0.2 MILE TO OILED ROAD.  TURN RIGHT
 CR1166'AND GO SOUTH FOR 0.25 MILE TO AZIMUTH MARK ON LEFT OR EAST
 CR1166'SIDE OF ROAD AS DESCRIBED.
 CR1166'
 CR1166'AN 87 FOOT SIGNAL AT STATION CHEROKEE IS V.G.
 CR1166'
 CR1166'A 110 FOOT SIGNAL AT STATION LAIRD IS V.G.
 CR1166'
 CR1166'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CR1166
 CR1166                          STATION RECOVERY (1955)
 CR1166
 CR1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NEW)
 CR1166'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 CR1166'DESCRIBED.
 CR1166
 CR1166                          STATION RECOVERY (1964)
 CR1166
 CR1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 CR1166'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CR1166'AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE
 CR1166'1950 DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1641 ***********************************************************************
 FL1641  DESIGNATION -  MEADOWS
 FL1641  PID         -  FL1641
 FL1641  STATE/COUNTY-  TX/HUTCHINSON
 FL1641  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL1641
 FL1641                         *CURRENT SURVEY CONTROL
 FL1641  ___________________________________________________________________
 FL1641* NAD 83(1993)-  35 40 55.87240(N)    101 13 13.53462(W)     ADJUSTED  
 FL1641* NAVD 88     -       953.     (meters)    3127.     (feet)  SCALED    
 FL1641  ___________________________________________________________________
 FL1641  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FL1641  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 FL1641
 FL1641  HORZ ORDER  -  THIRD
 FL1641
 FL1641.The horizontal coordinates were established by classical geodetic methods
 FL1641.and adjusted by the National Geodetic Survey in February 1996..
 FL1641
 FL1641.The orthometric height was scaled from a topographic map.
 FL1641
 FL1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1641
 FL1641.The geoid height was determined by GEOID03.
 FL1641
 FL1641;                    North         East     Units Scale Factor Converg.
 FL1641;SPC TX N     - 1,186,653.091   225,306.128   MT  0.99992148   +0 09 43.3
 FL1641;SPC TX N     - 3,893,211.02    739,191.85   sFT  0.99992148   +0 09 43.3
 FL1641;UTM  14      - 3,950,970.983   299,062.179   MT  1.00009757   -1 17 44.1
 FL1641
 FL1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1641!SPC TX N     -   0.99985460  x   0.99992148  =   0.99977609
 FL1641!UTM  14      -   0.99985460  x   1.00009757  =   0.99995215
 FL1641
 FL1641:                Primary Azimuth Mark                     Grid Az
 FL1641:SPC TX N     -  PITCHER                                  179 13 59.7
 FL1641:UTM  14      -  PITCHER                                  180 41 27.1
 FL1641
 FL1641|---------------------------------------------------------------------|
 FL1641| PID    Reference Object                     Distance      Geod. Az  |
 FL1641|                                                           dddmmss.s |
 FL1641| FL1640 PITCHER                             APPROX. 4.3 KM 1792343.0 |
 FL1641|---------------------------------------------------------------------|
 FL1641
 FL1641                          SUPERSEDED SURVEY CONTROL
 FL1641
 FL1641  NAD 83(1993)-  35 40 55.87357(N)    101 13 13.53314(W) AD(       ) 3
 FL1641  NAD 83(1986)-  35 40 55.87936(N)    101 13 13.52369(W) AD(       ) 3
 FL1641  NAD 27      -  35 40 55.72616(N)    101 13 11.95126(W) AD(       ) 3
 FL1641
 FL1641.Superseded values are not recommended for survey control.
 FL1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1641.See file dsdata.txt to determine how the superseded data were derived.
 FL1641
 FL1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9906250971(NAD 83)
 FL1641_MARKER: DD = SURVEY DISK
 FL1641_SETTING: 0 = UNSPECIFIED SETTING
 FL1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1641
 FL1641  HISTORY     - Date     Condition        Report By
 FL1641  HISTORY     - 1952     MONUMENTED       USGS
 FL1641
 FL1641                          STATION DESCRIPTION
 FL1641
 FL1641'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1641'TO REACH FROM BORGER POST OFFICE GO S., 2 BLOCKS TO THIRD STREET AND
 FL1641'STATE HIGHWAY 152.  TURN LEFT E., GO 5.9 MI. TO FARM RD. 280.  TURN
 FL1641'LEFT N., GO 5.8 MI. TO RD. ON RIGHT.  TURN RIGHT E., GO 0.5 MI. TO RD.
 FL1641'FORK.  CONTINUE E. 1.9 MI. TO SPRING CREEK CROSSING.  CONTINUE E. 2.6
 FL1641'MI. TO CROSSROADS.  TURN RIGHT S., GO 1.95 MI. TO RD. ON RIGHT.
 FL1641'CONTINUE 0.05 MI. TO RD. ON RIGHT.  TURN RIGHT W., GO 1.0 MI. TO GATE.
 FL1641'GO THROUGH GATE TURN LEFT, S., GO S., AND W. ON RD. 0.65 MI. TO
 FL1641'WINDMILL.  GO TO LEFT OF WINDMILL ACROSS SAND DRAW AND W. 0.25 MI. TO
 FL1641'RD. FORK, GO SW. 0.2 MI. TO RD. FORK.  TAKE RIGHT FORK SW. GO 0.1 MI.
 FL1641'LEAVE RD. GO SW. 0.2 MI. TO TOP OF SANDY KNOLL AND STATION.
 FL1641'
 FL1641'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED
 FL1641'---MEADOWS 1952---.
 FL1641'
 FL1641'REFERENCE MARK NO.1 - 1 IN. IRON PIPE DRIVEN IN GROUND 130.00 FT. FROM
 FL1641'STATION, N 20 DEG 42 MIN 17 SEC E.
 FL1641'
 FL1641'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 175.00 FT. FROM
 FL1641'STATION, S 55 DEG 19 MIN 26 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2348 ***********************************************************************
 AN2348  DESIGNATION -  MEANS
 AN2348  PID         -  AN2348
 AN2348  STATE/COUNTY-  TX/JACKSON
 AN2348  USGS QUAD   -  EDNA (1995)
 AN2348
 AN2348                         *CURRENT SURVEY CONTROL
 AN2348  ___________________________________________________________________
 AN2348* NAD 83(1993)-  28 56 02.08701(N)    096 44 07.07398(W)     ADJUSTED  
 AN2348* NAVD 88     -        25.0    (meters)      82.     (feet)  VERTCON   
 AN2348  ___________________________________________________________________
 AN2348  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AN2348  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN2348
 AN2348  HORZ ORDER  -  FIRST
 AN2348
 AN2348.The horizontal coordinates were established by classical geodetic methods
 AN2348.and adjusted by the National Geodetic Survey in February 1996..
 AN2348
 AN2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2348
 AN2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2348
 AN2348.The geoid height was determined by GEOID03.
 AN2348
 AN2348;                    North         East     Units Scale Factor Converg.
 AN2348;SPC TXSC     - 4,124,111.976   820,771.651   MT  0.99988757   +1 06 34.2
 AN2348;SPC TXSC     -13,530,524.04  2,692,814.99   sFT  0.99988757   +1 06 34.2
 AN2348;UTM  14      - 3,202,775.210   720,752.746   MT  1.00020140   +1 05 46.0
 AN2348
 AN2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2348!SPC TXSC     -   1.00000037  x   0.99988757  =   0.99988794
 AN2348!UTM  14      -   1.00000037  x   1.00020140  =   1.00020177
 AN2348
 AN2348|---------------------------------------------------------------------|
 AN2348| PID    Reference Object                     Distance      Geod. Az  |
 AN2348|                                                           dddmmss.s |
 AN2348| CV6566 MEANS RM 1                           18.967 METERS 03620     |
 AN2348| CV6567 MEANS RM 2                           18.958 METERS 08633     |
 AN2348| AN0725 S 331                               APPROX. 1.0 KM 2322235.5 |
 AN2348|---------------------------------------------------------------------|
 AN2348
 AN2348                          SUPERSEDED SURVEY CONTROL
 AN2348
 AN2348  NAD 83(1986)-  28 56 02.09983(N)    096 44 07.06012(W) AD(       ) 1
 AN2348  NAD 27      -  28 56 01.15001(N)    096 44 06.13210(W) AD(       ) 1
 AN2348  NGVD 29 (07/19/86)   25.0    (m)           82.     (f) VERT ANG       
 AN2348
 AN2348.Superseded values are not recommended for survey control.
 AN2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2348.See file dsdata.txt to determine how the superseded data were derived.
 AN2348
 AN2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2075302775(NAD 83)
 AN2348_MARKER: DS = TRIANGULATION STATION DISK
 AN2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AN2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2348+STABILITY: SURFACE MOTION
 AN2348
 AN2348  HISTORY     - Date     Condition        Report By
 AN2348  HISTORY     - 1980     MONUMENTED       NGS
 AN2348
 AN2348                          STATION DESCRIPTION
 AN2348
 AN2348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2348'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF EDNA, 4 MILES
 AN2348'NORTHEAST OF INEZ, 13 MILES NORTHWEST OF LOLITA, BETWEEN THE
 AN2348'SOUTHWEST-NORTHEAST TRAFFIC LANES OF U.S. HIGHWAY 59, AT THE
 AN2348'JUNCTION OF FARM ROAD 234, ON THE  SOUTHWEST END OF OVERPASS, AND
 AN2348'ON THE PROPERTY OF THE TEXAS HIGHWAY DEPARTMENT, MR. W.F.
 AN2348'MOEHLMAN, SUPERVISOR RESIDENT ENGINEER, P.O. BOX 3401 VICTORIA,
 AN2348'TEXAS, PHONE NUMBER 573-9251, GAVE PERMISSION TO BUILD THE STATION.
 AN2348'
 AN2348'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FARM
 AN2348'ROAD 444 IN THE SMALL VILLAGE OF INEZ, GO NORTHEAST ON U.S.
 AN2348'HIGHWAY 59 FOR 3.9 MILES TO THE JUNCTION OF FARM ROAD 234, TO
 AN2348'THE SOUTHWEST SIDE OF OVERPASS AND STATION SITE BETWEEN U.S.
 AN2348'HIGHWAY 59 NORTHEAST-SOUTHWEST LANES.
 AN2348'
 AN2348'THE STATION IS A STANDARD NGS DISK
 AN2348'STAMPED---MEANS 1979---,
 AN2348'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AN2348'FLUSH WITH GROUND.  IT IS LOCATED
 AN2348'54.5 FEET SOUTHWEST FROM THE EDGE OF A DROPOFF BETWEEN THE BRIDGES,
 AN2348'30.7 FEET SOUTHEAST FROM THE SOUTHEAST EDGE OF THE NORTHWEST
 AN2348'LANES AND
 AN2348'27 FEET NORTHWEST FROM THE NORTHWEST GUARDRAIL OF THE SOUTHEAST
 AN2348'LANES.
 AN2348'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AN2348'STAMPED---MEANS 1979---,
 AN2348'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AN2348'
 AN2348'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 AN2348'STAMPED---MEANS NO 1 1979---,
 AN2348'SET IN THE TOP OF THE SOUTHWEST ABUTMENT OF THE NORTHWEST BRIDGE.
 AN2348'IT IS LOCATED
 AN2348'24 FEET NORTHEAST FROM A WITNESS SIGN IN THE GUARDRAIL
 AN2348'AND
 AN2348'19 FEET SOUTH-SOUTHEAST FROM THE CENTER OF THE NORTHWEST LANES.
 AN2348'MARK IS ABOVE STATION 1.0 METERS.
 AN2348'
 AN2348'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 AN2348'STAMPED---MEANS NO 2 1979---,
 AN2348'SET IN THE TOP OF THE NORTHWEST ABUTMENT OF THE SOUTHEAST BRIDGE.
 AN2348'IT IS LOCATED
 AN2348'19 FEET NORTH-NORTHWEST FROM THE CENTER OF THE SOUTHEAST LANES
 AN2348'AND
 AN2348'0.9 FEET EAST FROM THE NORTHWEST CORNER OF THE ABUTMENT.
 AN2348'MARK IS ABOVE STATION 1.0 METERS.
 AN2348'
 AN2348'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS BENCH MARK DISK
 AN2348'STAMPED---S 331 1935---,
 AN2348'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A SIDE
 AN2348'PROJECTING 16 CM ABOVE THE GROUND.  IT IS LOCATED
 AN2348'44 FEET SOUTH-SOUTHEAST FROM THE SOUTHEAST RAIL OF THE RAILROAD
 AN2348'TRACKS,
 AN2348'34 FEET SOUTHWEST FROM THE CENTER OF A PAVED ROAD AND
 AN2348'1 FOOT SOUTHWEST FROM A METAL WITNESS POST.
 AN2348'TO REACH AZIMUTH FROM THE STATION PROCEED SOUTHWEST ON U.S.
 AN2348'HIGHWAY 59 FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT ACROSS
 AN2348'THE HIGHWAY TO A FRONTAGE ROAD.  TURN LEFT AND GO NORTHEAST ON
 AN2348'THE FRONTAGE ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 AN2348'CROSSING A RAILROAD TRACK AND THE BENCH MARK S 331 IS ON THE
 AN2348'RIGHT AS DESCRIBED.
 AN2348'
 AN2348'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0489 ***********************************************************************
 BO0489  DESIGNATION -  MECKEL
 BO0489  PID         -  BO0489
 BO0489  STATE/COUNTY-  TX/SUTTON
 BO0489  USGS QUAD   -  SONORA NW (1982)
 BO0489
 BO0489                         *CURRENT SURVEY CONTROL
 BO0489  ___________________________________________________________________
 BO0489* NAD 83(1993)-  30 39 16.77279(N)    100 38 44.20694(W)     ADJUSTED  
 BO0489* NAVD 88     -       701.2    (meters)    2301.     (feet)  VERTCON   
 BO0489  ___________________________________________________________________
 BO0489  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 BO0489  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 BO0489
 BO0489  HORZ ORDER  -  SECOND
 BO0489
 BO0489.The horizontal coordinates were established by classical geodetic methods
 BO0489.and adjusted by the National Geodetic Survey in February 1996..
 BO0489
 BO0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0489
 BO0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0489
 BO0489.The geoid height was determined by GEOID03.
 BO0489
 BO0489;                    North         East     Units Scale Factor Converg.
 BO0489;SPC TX C     - 3,109,566.160   670,072.056   MT  0.99989994   -0 09 39.0
 BO0489;SPC TX C     -10,201,968.31  2,198,394.74   sFT  0.99989994   -0 09 39.0
 BO0489;UTM  14      - 3,392,485.195   342,326.029   MT  0.99990669   -0 50 21.2
 BO0489
 BO0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0489!SPC TX C     -   0.99989350  x   0.99989994  =   0.99979345
 BO0489!UTM  14      -   0.99989350  x   0.99990669  =   0.99980020
 BO0489
 BO0489:                Primary Azimuth Mark                     Grid Az
 BO0489:SPC TX C     -  MECKEL AZ MK                             000 51 36.9
 BO0489:UTM  14      -  MECKEL AZ MK                             001 32 19.1
 BO0489
 BO0489|---------------------------------------------------------------------|
 BO0489| PID    Reference Object                     Distance      Geod. Az  |
 BO0489|                                                           dddmmss.s |
 BO0489| CV4777 MECKEL AZ MK                                       0004157.9 |
 BO0489| CV4779 MECKEL RM 1                          26.417 METERS 06317     |
 BO0489| CV4780 MECKEL RM 2                          26.535 METERS 13713     |
 BO0489| BO0488 SONORA NEW MUNICIPAL TANK           APPROX.10.3 KM 1750824.0 |
 BO0489| CV4781 MECKEL RM 3                          17.337 METERS 18755     |
 BO0489| BO0481 WINDMILL NEAR WINDCHARGER           APPROX. 9.3 KM 2274716.6 |
 BO0489| BO0487 WINDMILL EAST OF TWO                APPROX. 5.6 KM 2334853.5 |
 BO0489| BO0482 WINDMILL WEST OF TWO                APPROX. 5.6 KM 2335319.0 |
 BO0489| CV4782 MECKEL RM 4                           7.190 METERS 27336     |
 BO0489| CV4778 MECKEL AZ MK 2                                     3592902.0 |
 BO0489|---------------------------------------------------------------------|
 BO0489
 BO0489                          SUPERSEDED SURVEY CONTROL
 BO0489
 BO0489  NAD 83(1986)-  30 39 16.77336(N)    100 38 44.19238(W) AD(       ) 2
 BO0489  NAD 27      -  30 39 16.13300(N)    100 38 42.85500(W) AD(       ) 2
 BO0489  NGVD 29 (07/19/86)  701.0    (m)         2300.     (f) VERT ANG       
 BO0489
 BO0489.Superseded values are not recommended for survey control.
 BO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0489.See file dsdata.txt to determine how the superseded data were derived.
 BO0489
 BO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4232692485(NAD 83)
 BO0489_MARKER: DD = SURVEY DISK
 BO0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0489
 BO0489  HISTORY     - Date     Condition        Report By
 BO0489  HISTORY     - 1944     MONUMENTED       CGS
 BO0489  HISTORY     - 1978     GOOD             NGS
 BO0489
 BO0489                          STATION DESCRIPTION
 BO0489
 BO0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0489'STATION IS LOCATED ABOUT 6-1/2 MILES, AIR LINE, N OF SONORA,
 BO0489'ON A LOW RIDGE, THE DIVIDE BETWEEN THE E FORK OF DEVILS RIVER
 BO0489'AND MECKEL DRAW, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 277.
 BO0489'IT IS 69 FEET E OF THE TRIANGULAR BLAZE ON A CEDAR TREE,
 BO0489'45 FEET E OF THE CENTER LINE OF THE HIGHWAY, 100 FEET SSE OF
 BO0489'A STOCK PILE OF GRAVEL, 125 FEET W OF POWER-TRANSMISSION LINE
 BO0489'POLE 71, 7 FEET W OF RIGHT-OF-WAY FENCE, AND 7 FEET ENE OF A
 BO0489'WHITE WOODEN WITNESS POST.
 BO0489'
 BO0489'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A CONCRETE
 BO0489'POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BO0489'MECKEL 1944.
 BO0489'
 BO0489'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 BO0489'HOLE IN BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BO0489'IT IS STAMPED MECKEL NO 1 1944.
 BO0489'
 BO0489'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 BO0489'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND.
 BO0489'IT IS STAMPED MECKEL NO 2 1944.
 BO0489'
 BO0489'AZIMUTH MARK IS INSIDE THE BEND IN THE HIGHWAY, ABOUT 65 FEET
 BO0489'W OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET W OF A WHITE
 BO0489'WOODEN WITNESS POST.  IT IS A BRONZE AZIMUTH DISK CEMENTED
 BO0489'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 BO0489'IT IS STAMPED MECKEL 1944.
 BO0489'
 BO0489'TO REACH FROM THE POST OFFICE IN SONORA, GO N ON U.S. HIGHWAY
 BO0489'277, THE MAIN STREET, FOR 0.1 MILE.  THENCE LEFT AND FOLLOW
 BO0489'HIGHWAY 277 N FOR 6.2 MILES TO CEDAR TREE ON THE LEFT AND THE
 BO0489'STATION ON THE RIGHT.
 BO0489'
 BO0489'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BO0489
 BO0489                          STATION RECOVERY (1978)
 BO0489
 BO0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BO0489'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 BO0489'MARKS NO.1 AND 2 WERE FOUND TO HAVE BEEN DESTROYED BY ROAD
 BO0489'CONSTRUCTION.  THE AZIMUTH MARK WAS NOT RECOVERED, IT IS BELIEVED
 BO0489'THAT THE MARK MAY HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  REFERENCE
 BO0489'MARKS NO.3 AND 4 WERE ESTABLISHED, ALSO A NEW AZIMUTH MARK AT THIS
 BO0489'TIME.
 BO0489'
 BO0489'A NEW DESCRIPTION FOLLOWS--
 BO0489'
 BO0489'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF SONORA, AND ON THE
 BO0489'WEST SIDE OF U.S. HIGHWAY 277.
 BO0489'
 BO0489'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND 290,
 BO0489'WHICH IS LOCATED ON THE NORTH EDGE OF SONORA, GO NORTH ON U.S. HIGHWAY
 BO0489'277 FOR 5.5 MILES TO ABOUT A 10 FOOT CUT IN HIGHWAY AND STATION ON
 BO0489'LEFT.
 BO0489'
 BO0489'STATION MARK IS A STANDARD DISK, STAMPED MECKEL 1944 SET IN TOP OF
 BO0489'A CONCRETE POST, THAT PROJECT ABOUT 4 INCHES.  IT IS 70 FEET WEST
 BO0489'OF CENTER LINE OF HIGHWAY, 8 FEET NORTHWEST OF A WOODEN WITNESS POST
 BO0489'AND 6.6 FEET WEST OF FENCE LINE AND METAL WITNESS POST AND SIGN.
 BO0489'
 BO0489'REFERENCE MARK NO.3 IS A STANDARD DISK STAMPED MECKEL 1944 NO 3 1978
 BO0489'SET IN BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS 17 FEET NORTH
 BO0489'OF FENCE
 BO0489'
 BO0489'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED MECKEL--1944 NO.4
 BO0489'1978---SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 BO0489'GROUND.  IT IS 30 FEET NORTH OF FENCE LINE.
 BO0489'
 BO0489'AZIMUTH MARK IS A STANDARD DISK STAMPED---MECKEL 1978---SET IN A
 BO0489'DRILL HOLE IN BEDROCK THAT PROJECT ABOUT 8 INCHES.  IT IS 125 FEET
 BO0489'NORTHWEST OF THE NORTH END OF GATE, 75 FEET NORTHWEST OF THE SOUTH
 BO0489'END OF A CHAIN LINK FENCE, 64 FEET WEST OF A 12 INCH OAK TREE, 46
 BO0489'FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT 100 YARDS SOUTH OF A
 BO0489'ROAD SIDE PARK AND REST AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2130 ***********************************************************************
 AN2130  DESIGNATION -  MED
 AN2130  PID         -  AN2130
 AN2130  STATE/COUNTY-  TX/BEE
 AN2130  USGS QUAD   -  SKIDMORE NE (1979)
 AN2130
 AN2130                         *CURRENT SURVEY CONTROL
 AN2130  ___________________________________________________________________
 AN2130* NAD 83(1993)-  28 23 02.93549(N)    097 34 51.76631(W)     ADJUSTED  
 AN2130* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 AN2130  ___________________________________________________________________
 AN2130  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AN2130  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN2130
 AN2130  HORZ ORDER  -  THIRD
 AN2130
 AN2130.The horizontal coordinates were established by classical geodetic methods
 AN2130.and adjusted by the National Geodetic Survey in February 1996..
 AN2130
 AN2130.The orthometric height was scaled from a topographic map.
 AN2130
 AN2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2130
 AN2130.The geoid height was determined by GEOID03.
 AN2130
 AN2130;                    North         East     Units Scale Factor Converg.
 AN2130;SPC TXSC     - 4,061,891.432   739,069.411   MT  0.99999977   +0 41 42.6
 AN2130;SPC TXSC     -13,326,388.81  2,424,763.56   sFT  0.99999977   +0 41 42.6
 AN2130;UTM  14      - 3,140,576.167   639,025.071   MT  0.99983854   +0 40 28.7
 AN2130
 AN2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2130!SPC TXSC     -   0.99999704  x   0.99999977  =   0.99999681
 AN2130!UTM  14      -   0.99999704  x   0.99983854  =   0.99983558
 AN2130
 AN2130|---------------------------------------------------------------------|
 AN2130| PID    Reference Object                     Distance      Geod. Az  |
 AN2130|                                                           dddmmss.s |
 AN2130| CV4784 MED RM 2                             20.503 METERS 08711     |
 AN2130| CV3678 H 820                                              26430     |
 AN2130| CV4783 MED RM 1                             29.391 METERS 33730     |
 AN2130| AN2131 HEARD                               APPROX. 9.4 KM 3392321.1 |
 AN2130|---------------------------------------------------------------------|
 AN2130
 AN2130                          SUPERSEDED SURVEY CONTROL
 AN2130
 AN2130  NAD 83(1986)-  28 23 02.94270(N)    097 34 51.74872(W) AD(       ) 3
 AN2130  NAD 27      -  28 23 01.94000(N)    097 34 50.76700(W) AD(       ) 3
 AN2130
 AN2130.Superseded values are not recommended for survey control.
 AN2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2130.See file dsdata.txt to determine how the superseded data were derived.
 AN2130
 AN2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3902540576(NAD 83)
 AN2130_MARKER: DS = TRIANGULATION STATION DISK
 AN2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2130
 AN2130  HISTORY     - Date     Condition        Report By
 AN2130  HISTORY     - 1952     MONUMENTED       CGS
 AN2130  HISTORY     - 19960727 GOOD             USPSQD
 AN2130
 AN2130                          STATION DESCRIPTION
 AN2130
 AN2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2130'THE STATION IS LOCATED ABOUT 10 MILES EAST OF BEEVILLE, 5
 AN2130'MILES EAST OF CHASE AIRPORT, 45 FEET SOUTH OF THE CENTER LINE
 AN2130'OF STATE ROUTE 202, 9 FEET NORTHWEST OF A WITNESS POST, 6 FEET
 AN2130'NORTH OF A FENCE LINE, AND ON THE HIGHWAY RIGHT-OF-WAY.
 AN2130'
 AN2130'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 202
 AN2130'AND U.S. HIGHWAYS 59 AND 181 AT THE SOUTHEASTERN EDGE OF
 AN2130'BEEVILLE.  GO EASTERLY ON STATE ROUTE 202 FOR 10.2 MILES TO
 AN2130'BM H820 ON THE RIGHT SIDE OF THE ROAD.  CONTINUE EAST ON
 AN2130'STATE ROUTE 202 FOR 0.1 MILE TO THE STATION ON THE RIGHT, SOUTH,
 AN2130'SIDE OF THE ROAD.
 AN2130'
 AN2130'THE STATION MARK, STAMPED MED 1952, IS A STANDARD DISK SET
 AN2130'IN THE TOP OF A CONCRETE POST THAT IS 10 INCHES BELOW THE
 AN2130'SURFACE OF THE GROUND.
 AN2130'
 AN2130'REFERENCE MARK NO. 1, STAMPED MED NO 1 1952, IS A STANDARD
 AN2130'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
 AN2130'IT IS 48 FEET NORTH OF THE CENTER LINE OF STATE ROUTE 202
 AN2130'AND 2 FEET SOUTH OF A FENCE LINE.
 AN2130'
 AN2130'REFERENCE MARK NO. 2, STAMPED MED NO 2 1952, IS A STANDARD DISK
 AN2130'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
 AN2130'IT IS 49 FEET SOUTH OF THE CENTER LINE OF STATE ROUTE 202 AND
 AN2130'1 FOOT NORTH OF A FENCE LINE.
 AN2130'
 AN2130'B M H820, STAMPED H820 1943, IS A STANDARD DISK SET IN THE
 AN2130'TOP OF THE SOUTH ABUTMENT OF A CONCRETE CULVERT THAT PROJECTS
 AN2130'12 INCHES.  IT IS 19 FEET SOUTH OF THE CENTER LINE OF STATE
 AN2130'ROUTE 202 AND 3 FEET NORTHWEST OF A WITNESS POST.  THIS MARK WAS
 AN2130'USED AS AN AZIMUTH MARK FOR THIS STATION.
 AN2130'
 AN2130'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AN2130
 AN2130                          STATION RECOVERY (1996)
 AN2130
 AN2130'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1671 ***********************************************************************
 AB1671  DESIGNATION -  MEDANO
 AB1671  PID         -  AB1671
 AB1671  STATE/COUNTY-  TX/KENEDY
 AB1671  USGS QUAD   -  SALTILLO WELL (1975)
 AB1671
 AB1671                         *CURRENT SURVEY CONTROL
 AB1671  ___________________________________________________________________
 AB1671* NAD 83(1993)-  26 49 58.31416(N)    097 42 23.06843(W)     ADJUSTED  
 AB1671* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AB1671  ___________________________________________________________________
 AB1671  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AB1671  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AB1671
 AB1671  HORZ ORDER  -  SECOND
 AB1671
 AB1671.The horizontal coordinates were established by classical geodetic methods
 AB1671.and adjusted by the National Geodetic Survey in February 1996..
 AB1671
 AB1671.The orthometric height was scaled from a topographic map.
 AB1671
 AB1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1671
 AB1671.The geoid height was determined by GEOID03.
 AB1671
 AB1671;                    North         East     Units Scale Factor Converg.
 AB1671;SPC TX S     - 5,129,452.916   378,875.532   MT  0.99989908   +0 21 37.1
 AB1671;SPC TX S     -16,828,880.11  1,243,027.47   sFT  0.99989908   +0 21 37.1
 AB1671;UTM  14      - 2,968,578.789   628,539.699   MT  0.99980397   +0 35 02.4
 AB1671
 AB1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1671!SPC TX S     -   1.00000271  x   0.99989908  =   0.99990179
 AB1671!UTM  14      -   1.00000271  x   0.99980397  =   0.99980668
 AB1671
 AB1671|---------------------------------------------------------------------|
 AB1671| PID    Reference Object                     Distance      Geod. Az  |
 AB1671|                                                           dddmmss.s |
 AB1671| CV2664 MEDANO RM 1                          29.474 METERS 06244     |
 AB1671| CV2663 MEDANO AZ MK                                       1675733.3 |
 AB1671| CV2665 MEDANO RM 2                          31.880 METERS 19945     |
 AB1671|---------------------------------------------------------------------|
 AB1671
 AB1671                          SUPERSEDED SURVEY CONTROL
 AB1671
 AB1671  NAD 83(1986)-  26 49 58.32873(N)    097 42 23.03750(W) AD(       ) 2
 AB1671  NAD 27      -  26 49 57.12100(N)    097 42 22.06500(W) AD(       ) 2
 AB1671
 AB1671.Superseded values are not recommended for survey control.
 AB1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1671.See file dsdata.txt to determine how the superseded data were derived.
 AB1671
 AB1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2854068579(NAD 83)
 AB1671_MARKER: DS = TRIANGULATION STATION DISK
 AB1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1671
 AB1671  HISTORY     - Date     Condition        Report By
 AB1671  HISTORY     - 1949     MONUMENTED       CGS
 AB1671  HISTORY     - 1949     GOOD             CGS
 AB1671  HISTORY     - 1950     GOOD             CGS
 AB1671
 AB1671                          STATION DESCRIPTION
 AB1671
 AB1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1671'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF NORIAS,
 AB1671'ABOUT 4 MILES EAST OF U.S. HIGHWAY NO. 77, AND ABOUT 4 MILES
 AB1671'NORTH OF THE NORIAS RANCH HEADQUARTERS.  IT IS ABOUT 500
 AB1671'FEET NORTHEAST OF A FLOWING WELL IN THE MEDANO PASTURE OF
 AB1671'THE NORIAS SECTION OF THE KING RANCH.  IT IS STAMPED MEDANO
 AB1671'1949 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 AB1671'
 AB1671'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE LINE.  IT IS
 AB1671'STAMPED MEDANO NO 1 1949 AND PROJECTS 6 INCHES.
 AB1671'
 AB1671'REFERENCE MARK NO. 2 IS IN AN EAST-WEST FENCE LINE, 50 FEET
 AB1671'EAST OF A WOOD GATE AND 2 FEET EAST OF A WITNESS POST.  IT
 AB1671'IS STAMPED MEDANO NO 2 1949 AND PROJECTS 6 INCHES.
 AB1671'
 AB1671'THE AZIMUTH MARK IS 45 FEET SOUTHWEST OF THE CENTER OF A TRACK
 AB1671'ROAD AND 2 FEET NORTH OF A WITNESS POST.  IT IS STAMPED MEDANO
 AB1671'1949 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 AB1671'
 AB1671'TO REACH THE STATION FROM NORIAS, GO EAST, (THROUGH LOCKED
 AB1671'GATE ON THE EAST SIDE OF U.S. HIGHWAY 77,) ON HARD SURFACE
 AB1671'ROAD FOR 3.3 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD
 AB1671'AND CONTINUE 1.1 MILES TO A GATE ON THE LEFT.  TURN LEFT
 AB1671'THROUGH GATE FOR 0.25 MILE TO A FORK, TAKE LEFT FORK, MAIN
 AB1671'TRAVELED ROAD, FOR 2.1 MILES TO A FORK, KEEP LEFT FORK, STRAIGHT
 AB1671'AHEAD, AND GO 1.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AB1671'CONTINUE ON TRACK ROAD FOR 0.65 MILE TO A GATE, PASS
 AB1671'THROUGH GATE AND GO 0.05 MILE TO A GATE AND FLOWING WELL ON
 AB1671'THE LEFT.  PASS THROUGH GATE AND CONTINUE NORTHEAST FOR 0.1
 AB1671'MILE TO THE STATION AS DESCRIBED.
 AB1671
 AB1671                          STATION RECOVERY (1949)
 AB1671
 AB1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1671'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN
 AB1671'GOOD CONDITION.  THE 1949 DESCRIPTION BY R.L. ENGDAHL IS
 AB1671'ADEQUATE AND COMPLETE.
 AB1671
 AB1671                          STATION RECOVERY (1950)
 AB1671
 AB1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1671'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN
 AB1671'GOOD CONDITION.  THE FENCES IN THE AREA HAVE BEEN CHANGED.
 AB1671'R.M. 2 WAS DESTROYED AND R.M. 3 WAS ESTABLISHED EXACTLY
 AB1671'ON LINE WITH R.M. 2 BEFORE DESTROYING THE MARK.  NEW DESCRIPTION
 AB1671'FOLLOWS--
 AB1671'
 AB1671'LOCATED ON NORIAS RANCH APPROXIMATELY 5.5 MILES NE. OF NORIAS.
 AB1671'TO REACH FROM NORIAS, GO ESE. ON HARD SURFACE ROAD 4.4 MILES
 AB1671'TO GATE ON LEFT, TURN LEFT THROUGH GATE 0.25 MILE TO FORK,
 AB1671'TAKE LEFT FORK AND FOLLOW MAIN TRAVELED TRACK ROAD 2.1 MILES
 AB1671'TO FORK, TAKE LEFT FORK 2.25 MILES TO GATE, PASS THROUGH AND
 AB1671'GO 0.05 MILE TO GATE AND MEDANO FLOWING WELL ON LEFT, PASS
 AB1671'THROUGH GATE AND ANGLE RIGHT 200 FT. TO TOP OF SAND RIDGE
 AB1671'AND STATION.
 AB1671'
 AB1671'STATION IS AT SAN IGNACIA PENS, 202.1 FT. N. OF ONE FENCE,
 AB1671'189.0 FT. E. OF THE E. SIDE OF A CORRAL, 138.5 FT. S. OF
 AB1671'ANOTHER FENCE 92.0 FT. W. OF ANOTHER FENCE AND 41.0 FT. N.
 AB1671'OF A 24 INCH LIVE OAK TREE.  THE STATION IS ON A LOW SAND
 AB1671'HILL AND WAS COVERED APPROXIMATELY 3 INCHES BY THE BLOWING
 AB1671'SAND WHEN RE-VISITED.  A STANDARD DISK STAMPED MEDANO 1949
 AB1671'IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH
 AB1671'THE GROUND AND WILL PROBABLY BE COVERED BY LOOSE SAND IN
 AB1671'FUTURE.
 AB1671'
 AB1671'R.M. NO. 1 IS E. OF THE STATION IN A N-S FENCE 20 FT. N. OF
 AB1671'THE N. GATE POST AND 6 INCHES E. OF THE FENCE.  A STANDARD
 AB1671'DISK STAMPED MEDANO NO 1 1949 IN TOP OF A 10 INCH SQUARE
 AB1671'CONCRETE MONUMENT PROJECTING 4 INCHES.  THE DISTANCE AND
 AB1671'DIRECTION AS DETERMINED BY R.L.E. WERE NOT RE-OBSERVED.
 AB1671'
 AB1671'R.M. NO. 3 WAS ESTABLISHED EXACTLY IN LINE WITH R.M. NO. 2,
 AB1671'WHICH WAS DESTROYED, AND IS S. OF THE STATION IN AN E-W
 AB1671'FENCE, 7.3 FT. E. OF THE E. GATE POST, 1 FT. N. OF THE FENCE
 AB1671'AND 3 FT. W. OF A WITNESS POST.  THE DISTANCE DETERMINED
 AB1671'FOR R.M. NO. 3 IS 61.608 METERS/202.11 FT.  THE DIRECTION
 AB1671'AS OBSERVED BY R.L.E. WILL BE THE SAME.  A STANDARD DISK
 AB1671'STAMPED MEDANO NO 3 1949 IN TOP OF A 10 INCH SQUARE CONCRETE
 AB1671'MONUMENT SET FLUSH WITH THE GROUND.
 AB1671'
 AB1671'THE AZIMUTH MARK IS 0.4 MILE SE. OF THE STATION ALONG THE
 AB1671'TRACK ROAD, 116 FT. SW. OF THE TRACK ROAD, 30 FT. E. OF
 AB1671'MESQUITE TREE AND 1.5 FT. NW. OF A WITNESS POST.  A STANDARD
 AB1671'DISK STAMPED MEDANO 1949 IN TOP OF A 10 INCH SQUARE CONCRETE
 AB1671'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0763 ***********************************************************************
 AO0763  DESIGNATION -  MEDINA
 AO0763  PID         -  AO0763
 AO0763  STATE/COUNTY-  TX/ZAVALA
 AO0763  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0763
 AO0763                         *CURRENT SURVEY CONTROL
 AO0763  ___________________________________________________________________
 AO0763* NAD 83(1993)-  28 41 59.45703(N)    099 45 19.42341(W)     ADJUSTED  
 AO0763* NAVD 88     -       181.2    (meters)     594.     (feet)  VERTCON   
 AO0763  ___________________________________________________________________
 AO0763  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AO0763  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AO0763
 AO0763  HORZ ORDER  -  FIRST
 AO0763
 AO0763.The horizontal coordinates were established by classical geodetic methods
 AO0763.and adjusted by the National Geodetic Survey in February 1996..
 AO0763
 AO0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0763
 AO0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0763
 AO0763.The geoid height was determined by GEOID03.
 AO0763
 AO0763;                    North         East     Units Scale Factor Converg.
 AO0763;SPC TXSC     - 4,096,273.247   526,189.577   MT  0.99992421   -0 22 12.3
 AO0763;SPC TXSC     -13,439,189.81  1,726,340.30   sFT  0.99992421   -0 22 12.3
 AO0763;UTM  14      - 3,174,965.814   426,211.836   MT  0.99966719   -0 21 46.0
 AO0763
 AO0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0763!SPC TXSC     -   0.99997524  x   0.99992421  =   0.99989945
 AO0763!UTM  14      -   0.99997524  x   0.99966719  =   0.99964244
 AO0763
 AO0763|---------------------------------------------------------------------|
 AO0763| PID    Reference Object                     Distance      Geod. Az  |
 AO0763|                                                           dddmmss.s |
 AO0763| CV4788 MEDINA RM 1                          38.143 METERS 09151     |
 AO0763| CV4787 MEDINA AZ MK                                       1730356.5 |
 AO0763| CV4789 MEDINA RM 2                          15.800 METERS 23014     |
 AO0763|---------------------------------------------------------------------|
 AO0763
 AO0763                          SUPERSEDED SURVEY CONTROL
 AO0763
 AO0763  NAD 83(1986)-  28 41 59.45415(N)    099 45 19.40166(W) AD(       ) 1
 AO0763  NAD 27      -  28 41 58.53008(N)    099 45 18.21157(W) AD(       ) 1
 AO0763  NGVD 29 (07/19/86)  181.1    (m)          594.     (f) VERT ANG       
 AO0763
 AO0763.Superseded values are not recommended for survey control.
 AO0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0763.See file dsdata.txt to determine how the superseded data were derived.
 AO0763
 AO0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2621274966(NAD 83)
 AO0763_MARKER: DS = TRIANGULATION STATION DISK
 AO0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0763+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 AO0763
 AO0763  HISTORY     - Date     Condition        Report By
 AO0763  HISTORY     - 1971     MONUMENTED       NGS
 AO0763  HISTORY     - 20040309 GOOD             DGC
 AO0763
 AO0763                          STATION DESCRIPTION
 AO0763
 AO0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0763'THE STATION IS ABOUT 12-1/2 MILES NORTH AND 6 MILES EAST OF CARRIZO
 AO0763'SPRINGS, 1-1/2 MILES NORTH AND 4-1/2 MILES EAST OF CRYSTAL CITY AND
 AO0763'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF FARM ROADS 582 AND 395
 AO0763'ON THE HIGHWAY RIGHT-OF-WAY.
 AO0763'
 AO0763'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROADS 582 AND 1433
 AO0763'(7TH AVENUE) AT THE HIGH SCHOOL IN THE NORTHEAST SECTION OF CRYSTAL
 AO0763'CITY, GO EAST ON ROAD 582 FOR 1.5 MILES TO THE BRIDGE OVER THE
 AO0763'NUECES RIVER.  CONTINUE EAST ON ROAD 582 FOR 2.7 MILES TO THE
 AO0763'JUNCTION OF FARM ROAD 395 AND THE STATION ON LEFT.
 AO0763'
 AO0763'STATION MARKS ARE STANDARD DISKS STAMPED MEDINA 1971.  THE SURFACE
 AO0763'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0763'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 219.5 FEET
 AO0763'NORTH-NORTHWEST OF THE JUNCTION OF ROADS 395 AND 582, 126.5 FEET WEST
 AO0763'OF A POWER LINE POLE NUMBERED 262, 50.5 FEET WEST OF THE CENTER
 AO0763'OF ROAD 395, 11 FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND
 AO0763'10.4 FEET SOUTHEAST OF A BARBED-WIRE FENCE.  THE UNDERGROUND MARK
 AO0763'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 34 INCHES
 AO0763'BELOW THE GROUND SURFACE.
 AO0763'
 AO0763'REFERENCE MARK 1, A STANDARD DISK STAMPED MEDINA NO 1 1971, IS SET IN
 AO0763'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 AO0763'INCHES ABOVE THE GROUND SURFACE.  IT IS 212 FEET NORTH-NORTHEAST OF
 AO0763'THE ROAD JUNCTION, 74 FEET EAST OF THE CENTER OF ROAD 395, 2 FEET
 AO0763'SOUTHWEST OF THE POWER LINE POLE, 1.5 FEET SOUTHWEST OF A
 AO0763'BARBED-WIRE FENCE AND APPROXIMATELY 1.5 FEET HIGHER THAN THE
 AO0763'STATION.
 AO0763'
 AO0763'REFERENCE MARK 2, A STANDARD DISK STAMPED MEDINA NO 2 1971, IS SET IN
 AO0763'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AO0763'WITH THE GROUND SURFACE.  IT IS 93.5 FEET WEST OF THE CENTER OF ROAD
 AO0763'395, 48 FEET SOUTHWEST OF THE METAL WITNESS POST, 1 FOOT SOUTHEAST
 AO0763'OF THE FENCE AND APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 AO0763'
 AO0763'AZIMUTH MARK, A STANDARD DISK STAMPED MEDINA 1971, IS SET IN THE TOP
 AO0763'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 AO0763'ABOVE THE GROUND SURFACE.  IT IS 43 FEET EAST OF THE CENTER OF ROAD
 AO0763'395, 2.2 FEET NORTH OF A POWER LINE POLE, 1.7 FEET WEST OF A
 AO0763'BARBED-WIRE FENCE AND 1.4 FEET EAST OF A METAL WITNESS POST.
 AO0763'
 AO0763'TO REACH AZIMUTH MARK FROM THE JUNCTION OF FARM ROADS 582 AND 395 AT
 AO0763'THE STATION, GO SOUTH ON ROAD 395 FOR 0.45 MILE TO THE MARK ON LEFT.
 AO0763'
 AO0763'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 AO0763
 AO0763                          STATION RECOVERY (2004)
 AO0763
 AO0763'RECOVERY NOTE BY DAWSON GEOPHYSICAL 2004 (TO)
 AO0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1943 ***********************************************************************
 AY1943  DESIGNATION -  MEDINA
 AY1943  PID         -  AY1943
 AY1943  STATE/COUNTY-  TX/MEDINA
 AY1943  USGS QUAD   -  LA COSTE NE (1982)
 AY1943
 AY1943                         *CURRENT SURVEY CONTROL
 AY1943  ___________________________________________________________________
 AY1943* NAD 83(1993)-  29 26 08.39739(N)    098 50 32.15888(W)     ADJUSTED  
 AY1943* NAVD 88     -       349.3    (meters)    1146.     (feet)  VERTCON   
 AY1943  ___________________________________________________________________
 AY1943  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AY1943  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AY1943
 AY1943  HORZ ORDER  -  FIRST
 AY1943
 AY1943.The horizontal coordinates were established by classical geodetic methods
 AY1943.and adjusted by the National Geodetic Survey in February 1996..
 AY1943
 AY1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1943
 AY1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1943
 AY1943.The geoid height was determined by GEOID03.
 AY1943
 AY1943;                    North         East     Units Scale Factor Converg.
 AY1943;SPC TXSC     - 4,177,591.118   615,302.429   MT  0.99986478   +0 04 38.2
 AY1943;SPC TXSC     -13,705,980.19  2,018,704.72   sFT  0.99986478   +0 04 38.2
 AY1943;UTM  14      - 3,256,265.588   515,298.391   MT  0.99960289   +0 04 39.1
 AY1943
 AY1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1943!SPC TXSC     -   0.99994899  x   0.99986478  =   0.99981378
 AY1943!UTM  14      -   0.99994899  x   0.99960289  =   0.99955190
 AY1943
 AY1943|---------------------------------------------------------------------|
 AY1943| PID    Reference Object                     Distance      Geod. Az  |
 AY1943|                                                           dddmmss.s |
 AY1943| AY1944 WURZBACH                              6.366 METERS 00336     |
 AY1943| CV4786 MEDINA RM 2                          13.292 METERS 20238     |
 AY1943| AY2016 SCHMIDT                             APPROX.17.3 KM 2452237.4 |
 AY1943| CV4785 MEDINA AZ MK                                       2570041.4 |
 AY1943|---------------------------------------------------------------------|
 AY1943
 AY1943                          SUPERSEDED SURVEY CONTROL
 AY1943
 AY1943  NAD 83(1986)-  29 26 08.40106(N)    098 50 32.14172(W) AD(       ) 1
 AY1943  NAD 27      -  29 26 07.56400(N)    098 50 31.04500(W) AD(       ) 1
 AY1943  NGVD 29 (07/19/86)  349.2    (m)         1146.     (f) VERT ANG       
 AY1943
 AY1943.Superseded values are not recommended for survey control.
 AY1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1943.See file dsdata.txt to determine how the superseded data were derived.
 AY1943
 AY1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1529856266(NAD 83)
 AY1943_MARKER: P = PIPE CAP
 AY1943_SETTING: 0 = UNSPECIFIED SETTING
 AY1943
 AY1943  HISTORY     - Date     Condition        Report By
 AY1943  HISTORY     - 1924     MONUMENTED       CGS
 AY1943  HISTORY     - 1937     GOOD             TXHD
 AY1943  HISTORY     - 1943     GOOD             CGS
 AY1943  HISTORY     - 1953     GOOD             CGS
 AY1943  HISTORY     - 1956     GOOD             AMS
 AY1943  HISTORY     - 1968     GOOD             CGS
 AY1943  HISTORY     - 19970506 GOOD             USPSQD
 AY1943
 AY1943                          STATION DESCRIPTION
 AY1943
 AY1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY1943'ABOUT 12 MILES E OF N FROM CASTROVILLE, 3 MILES TO THE EASTWARD
 AY1943'FROM THE RIO MEDINA POST OFFICE, 150 METERS (492 FEET) N OF
 AY1943'ROAD LEADING EASTWARD FROM RIO MEDINA POST OFFICE, ON TOP OF
 AY1943'HILL.  THE SLOPES OF THE HILL ARE COVERED WITH MESQUITE TREES
 AY1943'AND BRUSH, WITH SMALL BRUSH ON TOP OF HILL.
 AY1943'
 AY1943'SURFACE MARK IS IRON PIPE 2-1/2 FEET LONG WITH SCREW TOP STATION
 AY1943'MARK.
 AY1943'
 AY1943'UNDERGROUND MARK IS NAIL CEMENTED IN BEDROCK.
 AY1943'
 AY1943'STATION WURZBACH (U.S.G.S.), MARKED BY AN IRON PIPE PROJECTING
 AY1943'12 INCHES ABOVE THE SURFACE, IS 6.366 METERS (20.89 FEET) FROM
 AY1943'STATION, N 03 DEG 48 MIN E.
 AY1943'
 AY1943'REACHED FROM SAN ANTONIO BY THE SAN ANTONIO-DEL RIO HIGHWAY
 AY1943'24 MILES TO RIVER BRIDGE AT CASTROVILLE, THENCE 9 MILES TO RIO
 AY1943'MEDINA, THENCE E ABOUT 3 MILES TO CREST OF RIDGE WITH GATE
 AY1943'IN FENCE ON RIGHT, FROM WHICH POINT THE STATION IS ABOUT 150
 AY1943'METERS (492 FEET) N ON TOP OF HILL.  ELEVATION OF STATION, 349.2
 AY1943'METERS (1,146 FEET).
 AY1943
 AY1943                          STATION RECOVERY (1937)
 AY1943
 AY1943'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1943'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AY1943'FRO REACHING STATION ARE SATISFACTORY.
 AY1943
 AY1943                          STATION RECOVERY (1943)
 AY1943
 AY1943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1943'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 AY1943'HOWEVER, THIS PARTY USED A DIFFERENT ROUTE TO REACH THE HILL
 AY1943'AND STATION.  COMPLETE DESCRIPTION FOLLOWS--
 AY1943'
 AY1943'STATION IS LOCATED ABOUT 28 MILES W OF THE CITY HALL IN SAN
 AY1943'ANTONIO AND ABOUT 7 MILES NE OF CASTROVILLE ON A LOW BRUSH-COVERED
 AY1943'HILL.
 AY1943'
 AY1943'THE SURFACE STATION MARK IS A BRONZE SCREW-TOP TABLET SET IN
 AY1943'A 2-1/2-FOOT LONG IRON PIPE.  THE UNDERGROUND MARK IS NAIL
 AY1943'CEMENTED IN BEDROCK.
 AY1943'
 AY1943'STATION WURZBACH (U.S.G.S.), MARKED BY AN IRON PIPE PROJECTING
 AY1943'12 INCHES ABOVE THE SURFACE, IS USED AS A REFERENCE MARK AND
 AY1943'IS N OF THE STATION.
 AY1943'
 AY1943'REFERENCE MARK 2 WAS ESTABLISHED.  IT IS A BRONZE REFERENCE
 AY1943'DISK SET IN OUTCROPPING BEDROCK, STAMPED MEDINA NO 2 1943.
 AY1943'IT IS S OF THE STATION.
 AY1943'
 AY1943'AN AZIMUTH MARK WAS ESTABLISHED W OF THE STATION.  IT IS A
 AY1943'BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH WITH THE GROUND.
 AY1943'IT IS STAMPED MEDINA 1943.  IT IS 50 FEET N OF A DIRT ROAD, 12
 AY1943'FEET N OF A WHITE REFERENCE POST, AND ABOUT 0.5 MILE W OF THE
 AY1943'STATION.
 AY1943'
 AY1943'TO REACH THE STATION FROM THE CITY HALL IN SAN ANTONIO, GO SW
 AY1943'ON U.S. HIGHWAY 90 FOR 8.8 MILES TO THE JUNCTION WITH LOOP
 AY1943'13.  CONTINUE AHEAD ON HIGHWAY 90 FOR 15.4 MILES TO A BLACK-TOP
 AY1943'SIDE ROAD LEFT JUST BEFORE CROSSING A CONCRETE BRIDGE INTO
 AY1943'CASTROVILLE.  TURN LEFT ON BLACK-TOP ROAD FOR 5.35 MILES TO AN
 AY1943'IRON BRIDGE.  CONTINUE AHEAD FOR 0.6 MILE TO A SIDE ROAD RIGHT.
 AY1943'TURN RIGHT AND GO 2.8 MILES TO A WOODEN BRIDGE.  CONTINUE
 AY1943'AHEAD FOR 0.15 MILE TO THE END OF TRUCK TRAVEL.  STATION IS
 AY1943'TO THE LEFT AT THE TOP OF THE HILL, ABOUT 300 YARDS AWAY.
 AY1943'
 AY1943'TO REACH THE AZIMUTH MARK FROM THE IRON BRIDGE, MENTIONED ABOVE,
 AY1943'CONTINUE AHEAD FOR 0.6 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 AY1943'AND GO 2.6 MILES TO THE MARK ON THE LEFT.
 AY1943
 AY1943                          STATION RECOVERY (1953)
 AY1943
 AY1943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1943'THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND AS DESCRIBED,
 AY1943'AND IN GOOD CONDITION THE AZIMUTH MARK WAS RECOVERSE AT THIS
 AY1943'TIME, BUT HAD TO BE REINFORCED AND A CHANGE WAS FOUND IN THE
 AY1943'DIRECTION.
 AY1943'
 AY1943'DUE TO ROAD CHANGES A NEW AND COMPLETE DESCRIPTION TO REACH
 AY1943'THE STATION FOLLOWS--
 AY1943'
 AY1943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90,
 AY1943'AND FARMROAD 461 AT THE EAST EDGE OF CASTROVILLE, GO NORTH ON
 AY1943'FARM ROAD 461 FOR 0.6 MILE TO A SIDE ROAD RIGHT JUST AFTER
 AY1943'CROSSING BRIDGE, AND AT THE SOUTH EDGE OF THE SMALL VILLAGE OF
 AY1943'RIO MEDINA, TURN RIGHT ON DIRT ROAD FOR 2.4 MILES TO THE AZIMUTH
 AY1943'MARK ON LEFT, TO REACH THE STATION FROM HERE CONTINUE ON DIRT
 AY1943'ROAD FOR 0.5 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT, AND
 AY1943'FOLLOW TRACK ROAD TO TOP OF HILL, AND STATION.
 AY1943
 AY1943                          STATION RECOVERY (1956)
 AY1943
 AY1943'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1943'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, 104
 AY1943'FT. S. OF THE S. EDGE OF RIGHT AWAY CLEARING.
 AY1943
 AY1943                          STATION RECOVERY (1968)
 AY1943
 AY1943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GDF)
 AY1943'STATION RECOVERED.  THE USGS MARK USED AS R.M. 1 HAS BEEN
 AY1943'TILTED.  REFERENCE MARK 2 HAS BEEN FOUND, HOWEVER, THE AZIMUTH
 AY1943'MARK COULD NOT BE LOCATED.  TO REACH THE STATION FROM THE
 AY1943'JUNCTION OF FARM ROAD 471 AND 1957 WHICH IS 0.6 MILE S OF
 AY1943'RIO MEDINA GO EAST 2.8 MILES TO GATE ON THE LEFT, TURN LEFT
 AY1943'AND FOLLOW ROAD TO THE TOP.  STATION IS 100.6 FEET S OF THE S
 AY1943'LEG OF TV RELAY TOWER.
 AY1943'
 AY1943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CASTROVILLE
 AY1943'6.0 MILES NNE (AIRLINE).
 AY1943
 AY1943                          STATION RECOVERY (1997)
 AY1943
 AY1943'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2126 ***********************************************************************
 AN2126  DESIGNATION -  MEDIO
 AN2126  PID         -  AN2126
 AN2126  STATE/COUNTY-  TX/REFUGIO
 AN2126  USGS QUAD   -  REFUGIO SW (1978)
 AN2126
 AN2126                         *CURRENT SURVEY CONTROL
 AN2126  ___________________________________________________________________
 AN2126* NAD 83(1993)-  28 18 24.55509(N)    097 24 29.56373(W)     ADJUSTED  
 AN2126* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AN2126  ___________________________________________________________________
 AN2126  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AN2126  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN2126
 AN2126  HORZ ORDER  -  SECOND
 AN2126
 AN2126.The horizontal coordinates were established by classical geodetic methods
 AN2126.and adjusted by the National Geodetic Survey in February 1996..
 AN2126
 AN2126.The orthometric height was scaled from a topographic map.
 AN2126
 AN2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2126
 AN2126.The geoid height was determined by GEOID03.
 AN2126
 AN2126;                    North         East     Units Scale Factor Converg.
 AN2126;SPC TXSC     - 4,053,540.301   756,124.252   MT  1.00002284   +0 46 47.4
 AN2126;SPC TXSC     -13,298,990.14  2,480,717.65   sFT  1.00002284   +0 46 47.4
 AN2126;SPC TX S     - 5,292,996.386   407,099.751   MT  1.00015416   +0 29 44.4
 AN2126;SPC TX S     -17,365,438.98  1,335,626.43   sFT  1.00015416   +0 29 44.4
 AN2126;UTM  14      - 3,132,219.481   656,074.185   MT  0.99990064   +0 45 17.9
 AN2126
 AN2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2126!SPC TXSC     -   1.00000068  x   1.00002284  =   1.00002352
 AN2126!SPC TX S     -   1.00000068  x   1.00015416  =   1.00015484
 AN2126!UTM  14      -   1.00000068  x   0.99990064  =   0.99990132
 AN2126
 AN2126|---------------------------------------------------------------------|
 AN2126| PID    Reference Object                     Distance      Geod. Az  |
 AN2126|                                                           dddmmss.s |
 AN2126| CV4791 MEDIO RM 1                           21.524 METERS 02415     |
 AN2126| AN2122 REFUGIO TRANSCON GAS PLINE MST      APPROX.13.4 KM 0654442.9 |
 AN2126| AN2120 REFUGIO HUMBLE CO DIST CAMP TK      APPROX.11.7 KM 0814322.3 |
 AN2126| AN2121 REFUGIO UNITED GAS PLINE MAST       APPROX.11.0 KM 0825940.9 |
 AN2126| AN2124 REFUGIO HEARD OIL CO RAD MAST       APPROX.13.6 KM 0861431.4 |
 AN2126| AN2123 REFUGIO MUNICIPAL TANK              APPROX.13.4 KM 0935116.0 |
 AN2126| CV4790 MEDIO AZ MK                                        1034241.5 |
 AN2126| AN2113 WOODSBORO MUNICIPAL TANK            APPROX.10.9 KM 1340124.9 |
 AN2126| AN2112 WOODSBORO FARMERS COOP ELEV         APPROX.10.6 KM 1353507.8 |
 AN2126| CV4792 MEDIO RM 2                           22.860 METERS 29220     |
 AN2126|---------------------------------------------------------------------|
 AN2126
 AN2126                          SUPERSEDED SURVEY CONTROL
 AN2126
 AN2126  NAD 83(1986)-  28 18 24.56359(N)    097 24 29.54578(W) AD(       ) 2
 AN2126  NAD 27      -  28 18 23.54500(N)    097 24 28.57000(W) AD(       ) 2
 AN2126
 AN2126.Superseded values are not recommended for survey control.
 AN2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2126.See file dsdata.txt to determine how the superseded data were derived.
 AN2126
 AN2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS5607432219(NAD 83)
 AN2126_MARKER: DS = TRIANGULATION STATION DISK
 AN2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2126
 AN2126  HISTORY     - Date     Condition        Report By
 AN2126  HISTORY     - 1952     MONUMENTED       CGS
 AN2126  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN2126  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN2126
 AN2126                          STATION DESCRIPTION
 AN2126
 AN2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2126'THE STATION IS LOCATED ABOUT 8 MILES WEST OF REFUGIO, AND
 AN2126'6-1/2 MILES WEST-NORTHWEST OF WOODSBORO.
 AN2126'
 AN2126'TO REACH FROM THE RAILROAD STATION IN WOODSBORO, GO NORTHEAST
 AN2126'ON U.S. HIGHWAY 77 FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT,
 AN2126'NORTHWEST, GO ON A PAVED ROAD NORTHWEST AND WEST FOR 6.15
 AN2126'MILES TO A FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT.
 AN2126'CONTINUE STRAIGHT AHEAD ON THE PAVED ROAD FOR 0.5 MILE
 AN2126'TO A FARM YARD AND A DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE
 AN2126'DRIVEWAY AND GO 25 YARDS TO A GATE.  PASS THROUGH THE GATE,
 AN2126'THE STATION SITE IS IN THE SOUTHEAST CORNER OF THIS YARD.
 AN2126'
 AN2126'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2126'POSTS.
 AN2126'
 AN2126'THE STATION MARK IS STAMPED MEDIO 1952, AND IT PROJECTS 4
 AN2126'INCHES.  THE MARK IS LOCATED 80 FEET NORTH-NORTHEAST OF THE
 AN2126'NORTHEAST CORNER OF A HOUSE.  34 FEET WEST-NORTHWEST OF A
 AN2126'FENCE CORNER.  30 FEET EAST OF THE EAST END OF A GATE.  AND
 AN2126'10 FEET NORTH OF A FENCE LINE.
 AN2126'
 AN2126'REFERENCE MARK NO. 1 IS STAMPED MEDIO NO 1 1952, AND IT PROJECTS
 AN2126'6 INCHES.  THE MARK IS LOCATED 3 FEET WEST OF THE SOUTHWEST
 AN2126'END OF A HOG PEN.
 AN2126'
 AN2126'REFERENCE MARK NO. 2 IS STAMPED MEDIO NO 2 1952, AND IT PROJECTS
 AN2126'4 INCHES.  THE MARK IS LOCATED 27 FEET WEST-NORTHWEST OF THE
 AN2126'WEST END OF A GATE AND 3 FEET NORTHEAST OF A FENCE CORNER.
 AN2126'
 AN2126'THE AZIMUTH MARK IS STAMPED MEDIO 1952, AND IT PROJECTS 3 INCHES.
 AN2126'THE MARK IS LOCATED 0.55 MILE EAST OF THE STATION.  52 FEET
 AN2126'SOUTH OF THE CENTER OF A PAVED ROAD.  3 FEET NORTHWEST OF A
 AN2126'FENCE CORNER.  AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST.
 AN2126'
 AN2126'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AN2126
 AN2126                          STATION RECOVERY (1994)
 AN2126
 AN2126'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2126'MARK NOT FOUND.
 AN2126
 AN2126                          STATION RECOVERY (1999)
 AN2126
 AN2126'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0411 ***********************************************************************
 BQ0411  DESIGNATION -  MEDLEY
 BQ0411  PID         -  BQ0411
 BQ0411  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0411  USGS QUAD   -  PARADISE MOUNTAIN (1978)
 BQ0411
 BQ0411                         *CURRENT SURVEY CONTROL
 BQ0411  ___________________________________________________________________
 BQ0411* NAD 83(1993)-  30 30 25.01735(N)    104 11 33.45974(W)     ADJUSTED  
 BQ0411* NAVD 88     -      1875.     (meters)    6152.     (feet)  SCALED    
 BQ0411  ___________________________________________________________________
 BQ0411  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 BQ0411  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BQ0411
 BQ0411  HORZ ORDER  -  SECOND
 BQ0411
 BQ0411.The horizontal coordinates were established by classical geodetic methods
 BQ0411.and adjusted by the National Geodetic Survey in February 1996..
 BQ0411
 BQ0411.The orthometric height was scaled from a topographic map.
 BQ0411
 BQ0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0411
 BQ0411.The geoid height was determined by GEOID03.
 BQ0411
 BQ0411;                    North         East     Units Scale Factor Converg.
 BQ0411;SPC TX C     - 3,099,575.248   329,642.633   MT  0.99991873   -1 59 15.9
 BQ0411;SPC TX C     -10,169,189.79  1,081,502.54   sFT  0.99991873   -1 59 15.9
 BQ0411;SPC TXSC     - 4,307,392.073   101,676.502   MT  1.00007225   -2 32 38.2
 BQ0411;SPC TXSC     -14,131,835.49    333,583.66   sFT  1.00007225   -2 32 38.2
 BQ0411;UTM  13      - 3,375,238.712   577,471.615   MT  0.99967404   +0 24 35.6
 BQ0411
 BQ0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0411!SPC TX C     -   0.99970907  x   0.99991873  =   0.99962782
 BQ0411!SPC TXSC     -   0.99970907  x   1.00007225  =   0.99978130
 BQ0411!UTM  13      -   0.99970907  x   0.99967404  =   0.99938320
 BQ0411
 BQ0411:                Primary Azimuth Mark                     Grid Az
 BQ0411:SPC TX C     -  MEDLEY AZ MK                             018 41 51.9
 BQ0411:SPC TXSC     -  MEDLEY AZ MK                             019 15 14.2
 BQ0411:UTM  13      -  MEDLEY AZ MK                             016 18 00.4
 BQ0411
 BQ0411|---------------------------------------------------------------------|
 BQ0411| PID    Reference Object                     Distance      Geod. Az  |
 BQ0411|                                                           dddmmss.s |
 BQ0411| CH8998 MEDLEY AZ MK                                       0164236.0 |
 BQ0411| CH9000 MEDLEY RM 2                          12.545 METERS 30253     |
 BQ0411|---------------------------------------------------------------------|
 BQ0411
 BQ0411                          SUPERSEDED SURVEY CONTROL
 BQ0411
 BQ0411  NAD 83(1986)-  30 30 25.01401(N)    104 11 33.45881(W) AD(       ) 2
 BQ0411  NAD 27      -  30 30 24.46800(N)    104 11 31.78200(W) AD(       ) 2
 BQ0411
 BQ0411.Superseded values are not recommended for survey control.
 BQ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0411.See file dsdata.txt to determine how the superseded data were derived.
 BQ0411
 BQ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP7747275239(NAD 83)
 BQ0411_MARKER: DS = TRIANGULATION STATION DISK
 BQ0411_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0411_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BQ0411
 BQ0411  HISTORY     - Date     Condition        Report By
 BQ0411  HISTORY     - 1942     MONUMENTED       CGS
 BQ0411  HISTORY     - 1974     GOOD             USGS
 BQ0411
 BQ0411                          STATION DESCRIPTION
 BQ0411
 BQ0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0411'STATION IS ABOUT 17.5 MILES, AIR LINE, NW OF MARFA, 20.5 MILES,
 BQ0411'AIR LINE, WSW OF FORT DAVIS, 2.5 MILES, AIR LINE, SSW OF THE
 BQ0411'MEDLEY RANCH AND ABOUT 2 MILES, AIR LINE, S OF THE FORT
 BQ0411'DAVIS-VALENTINE HIGHWAY, ON THE SOUTHERNMOST OF SEVERAL HILLS
 BQ0411'ON A MESA WHICH FORMS THE SOUTHERN SLOPE OF THE DAVIS MOUNTAINS.
 BQ0411'THE STATION IS ON THE HIGHEST POINT OF THE HILL, AND OVERLOOKS
 BQ0411'THE FLAT PLAINS TO THE S AND W.
 BQ0411'
 BQ0411'STATION MARK IS A STANDARD DISK, STAMPED MEDLEY 1942, CEMENTED
 BQ0411'IN A DRILL HOLE IN BEDROCK, AND IS FLUSH WITH THE GROUND.
 BQ0411'
 BQ0411'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED MEDLEY NO. 1
 BQ0411'1942, CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH WITH
 BQ0411'THE GROUND.
 BQ0411'
 BQ0411'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MEDLEY NO. 2
 BQ0411'1942, CEMENTED IN A DRILL HOLE IN BEDROCK, AND IS FLUSH WITH
 BQ0411'THE GROUND.
 BQ0411'
 BQ0411'THE AZIMUTH MARK IS ON THE NORTHERN END OF THE STATION HILL
 BQ0411'AND ON THE CREST OF A SLIGHT RIDGE.  IT IS A STANDARD DISK,
 BQ0411'STAMPED MEDLEY 1942, SET IN A DRILL HOLE IN BEDROCK AND FLUSH
 BQ0411'WITH THE GROUND.
 BQ0411'
 BQ0411'THE FIGURE ON THE TOP OF THE DOME OF THE MARFA COURTHOUSE MAKES
 BQ0411'AN EXCELLENT AZIMUTH POINT.  THE TOP OF THE FIGURE WAS USED.
 BQ0411'
 BQ0411'TO REACH FROM THE POST OFFICE IN MARFA GO N ONE HALF BLOCK
 BQ0411'THENCE LEFT ONE BLOCK W, THENCE RIGHT, FOLLOWING THE MAIN-TRAVELED
 BQ0411'ROAD N FOR 10.2 MILES TO A FORKS, THENCE LEFT FORK ON GRADED
 BQ0411'DIRT ROAD NORTHERLY FOR 8.2 MILES TO FORKS, THENCE LEFT FORK
 BQ0411'FOR 0.5 MILE TO THE INTERSECTION WITH THE FORT DAVIS-VALENTINE
 BQ0411'HIGHWAY, THENCE LEFT ON THE HIGHWAY FOR 2.25 MILES W TO A TRACK
 BQ0411'ROAD LEFT, HERE TURN LEFT AND FOLLOW THE TRACK ROAD SOUTHERLY
 BQ0411'UP STEEP HILLSIDE FOR 0.6 MILE TO THE FIRST SUMMIT, THENCE
 BQ0411'CONTINUE SOUTHERLY ON THE TRACK ROAD DOWN GRADE FOR 0.2 MILE
 BQ0411'TO FEED SHED ON LEFT.  FROM THE FEED SHED CONTINUE ON THE
 BQ0411'DIM TRACK ROAD SOUTHERLY UP A DRAW THENCE RIGHT UP STEEP
 BQ0411'SLOPE TO THE END OF THE ROAD AT TOP OF THE MESA ABOUT 0.65
 BQ0411'MILE FROM THE FEED SHED, HERE TURN RIGHT AND FOLLOW THE CREST
 BQ0411'OF THE RIDGE SW FOR 0.75 MILE TO THE SOUTHERNMOST AND
 BQ0411'HIGHEST POINT AT STATION SITE.
 BQ0411
 BQ0411                          STATION RECOVERY (1974)
 BQ0411
 BQ0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTD)
 BQ0411'TO REACH THE STATION FROM THE POST OFFICE IN MARFA, TEXAS, GO
 BQ0411'NORTH 1/2 BLOCK, THENCE WEST ONE BLOCK.  THEN RIGHT AND FOLLOW
 BQ0411'GRADED COUNTY ROAD NORTH FOR 17.3 MILES TO ROAD FORK AT LARGE
 BQ0411'OAK TREE.  TAKE LEFT FORK FOR 0.35 MILE TO STATE HWY. 166.
 BQ0411'THEN LEFT (WEST) ON HWY FOR 2.25 MILES.  TURN LEFT OFF HWY AND
 BQ0411'FOLLOW TRACK ROAD SOUTH UP STEEP HILL FOR 0.6 MILE TO SADDLE.
 BQ0411'CONTINUE ON DOWN HILL FOR 0.2 MILE TO TRAIL FORK AT POND.  TAKE
 BQ0411'RIGHT FORK UP RIDGE (SOUTH) FOR 0.7 MILE TO TOP OF HILL.  TURN
 BQ0411'RIGHT OFF ROAD AND DRIVE SW FOR 0.35 MILE TO TOP OF HILL AND
 BQ0411'AZIMUTH MARK.  CONTINUE ON SW FOR 0.4 MILE TO TOP OF HILL
 BQ0411'AND STATION SITE.  ALL MARKS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0863 ***********************************************************************
 GK0863  DESIGNATION -  MEDLIN
 GK0863  PID         -  GK0863
 GK0863  STATE/COUNTY-  TX/HANSFORD
 GK0863  USGS QUAD   -  MORSE SE (1974)
 GK0863
 GK0863                         *CURRENT SURVEY CONTROL
 GK0863  ___________________________________________________________________
 GK0863* NAD 83(1993)-  36 06 37.35004(N)    101 15 26.83496(W)     ADJUSTED  
 GK0863* NAVD 88     -       966.     (meters)    3169.     (feet)  SCALED    
 GK0863  ___________________________________________________________________
 GK0863  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GK0863  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 GK0863
 GK0863  HORZ ORDER  -  THIRD
 GK0863
 GK0863.The horizontal coordinates were established by classical geodetic methods
 GK0863.and adjusted by the National Geodetic Survey in February 1996..
 GK0863
 GK0863.The orthometric height was scaled from a topographic map.
 GK0863
 GK0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0863
 GK0863.The geoid height was determined by GEOID03.
 GK0863
 GK0863;                    North         East     Units Scale Factor Converg.
 GK0863;SPC TX N     - 1,234,152.142   221,837.938   MT  0.99998380   +0 08 26.0
 GK0863;SPC TX N     - 4,049,047.49    727,813.30   sFT  0.99998380   +0 08 26.0
 GK0863;UTM  14      - 3,998,550.540   296,808.722   MT  1.00010874   -1 19 51.1
 GK0863
 GK0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0863!SPC TX N     -   0.99985259  x   0.99998380  =   0.99983640
 GK0863!UTM  14      -   0.99985259  x   1.00010874  =   0.99996132
 GK0863
 GK0863:                Primary Azimuth Mark                     Grid Az
 GK0863:SPC TX N     -  MEDLIN AZ MK                             025 58 53.1
 GK0863:UTM  14      -  MEDLIN AZ MK                             027 27 10.2
 GK0863
 GK0863|---------------------------------------------------------------------|
 GK0863| PID    Reference Object                     Distance      Geod. Az  |
 GK0863|                                                           dddmmss.s |
 GK0863| CM9072 MEDLIN AZ MK                                       0260719.1 |
 GK0863| GK0855 SPEARMAN MUNICIPAL TANK             APPROX.11.3 KM 0295819.7 |
 GK0863| CM9073 MEDLIN RM 1                          12.967 METERS 09642     |
 GK0863| CM9074 MEDLIN RM 2                          17.472 METERS 23919     |
 GK0863| GK0858 MC KIBBEN RR SID PERRYTON ELEV      APPROX. 7.5 KM 2824824.8 |
 GK0863| GK0859 MC KIBBEN RR MC CLELLAN ELEV        APPROX. 7.4 KM 2841019.4 |
 GK0863|---------------------------------------------------------------------|
 GK0863
 GK0863                          SUPERSEDED SURVEY CONTROL
 GK0863
 GK0863  NAD 83(1993)-  36 06 37.35009(N)    101 15 26.83582(W) AD(       ) 3
 GK0863  NAD 83(1986)-  36 06 37.35837(N)    101 15 26.82180(W) AD(       ) 3
 GK0863  NAD 27      -  36 06 37.23700(N)    101 15 25.24900(W) AD(       ) 3
 GK0863
 GK0863.Superseded values are not recommended for survey control.
 GK0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0863.See file dsdata.txt to determine how the superseded data were derived.
 GK0863
 GK0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9680998551(NAD 83)
 GK0863_MARKER: DS = TRIANGULATION STATION DISK
 GK0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0863_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0863
 GK0863  HISTORY     - Date     Condition        Report By
 GK0863  HISTORY     - 1952     MONUMENTED       CGS
 GK0863  HISTORY     - 1973     GOOD             USGS
 GK0863
 GK0863                          STATION DESCRIPTION
 GK0863
 GK0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0863'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF STATE HIGHWAY
 GK0863'117, ABOUT 7 MILES AIRLINE SOUTHWEST OF SPEARMAN, ABOUT 14
 GK0863'MILES AIRLINE SOUTHEAST OF GRUVER, AND ABOUT 22 MILES AIRLINE
 GK0863'NORTHEAST OF STINNETT.
 GK0863'
 GK0863'TO REACH THE STATION FROM THE HANSFORD COUNTY COURTHOUSE IN
 GK0863'SPEARMAN, GO NORTH FOR 0.2 MILE TO AN INTERSECTION.  TURN LEFT
 GK0863'ONTO STATE HIGHWAY 117 AND GO 7.0 MILES TO A FENCE CORNER AND
 GK0863'THE STATION ON THE LEFT.
 GK0863'
 GK0863'THE STATION MARK IS A STANDARD DISK STAMPED MEDLIN 1952 SET
 GK0863'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 1 INCH
 GK0863'ABOVE THE GROUND.  IT IS 6 FEET NORTH OF A FENCE LINE AND 85
 GK0863'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 GK0863'
 GK0863'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MEDLIN NO 1
 GK0863'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0863'2 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTH OF A FENCE LINE
 GK0863'AND THE SAME ELEVATION AS THE STATION.
 GK0863'
 GK0863'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MEDLIN NO 2
 GK0863'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0863'2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A FENCE LINE,
 GK0863'51 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND THE
 GK0863'SAME ELEVATION AS THE STATION.
 GK0863'
 GK0863'THE AZIMUTH MARK IS LOCATED ON THE NORTHWEST SIDE OF STATE
 GK0863'HIGHWAY 117 AND IS A STANDARD DISK STAMPED MEDLIN 1952 SET
 GK0863'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0863'2 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTHEAST OF A FENCE
 GK0863'LINE AND 48 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 GK0863'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 GK0863'STATE HIGHWAY 117 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GK0863'
 GK0863'THE SUBSTITUTE STATION IS THE CENTER AND TOP OF A CORNER FENCE
 GK0863'POST.  A FENCE LINE RUNS EAST AND A FENCE LINE RUNS SOUTHWEST
 GK0863'FROM THE CORNER.  IT IS 4 FEET HIGHER THAN THE STATION.
 GK0863
 GK0863                          STATION RECOVERY (1973)
 GK0863
 GK0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DHW)
 GK0863'R.M. 2 FOUND BUT MEASURED DISTANCE PUTS STATION UNDER EAST
 GK0863'WEST ROAD
 GK0863'
 GK0863'R.M. 1 IS UNDER ROAD--
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0990 ***********************************************************************
 CB0990  DESIGNATION -  MEDLIN
 CB0990  PID         -  CB0990
 CB0990  STATE/COUNTY-  TX/GLASSCOCK
 CB0990  USGS QUAD   -  PATTERSON LAKE (1965)
 CB0990
 CB0990                         *CURRENT SURVEY CONTROL
 CB0990  ___________________________________________________________________
 CB0990* NAD 83(1993)-  31 47 30.65134(N)    101 43 54.34720(W)     ADJUSTED  
 CB0990* NAVD 88     -       825.66   (+/-2cm)    2708.9    (feet)  VERTCON   
 CB0990  ___________________________________________________________________
 CB0990  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CB0990  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CB0990
 CB0990  HORZ ORDER  -  FIRST
 CB0990  VERT ORDER  -  THIRD ? (See Below)
 CB0990
 CB0990.The horizontal coordinates were established by classical geodetic methods
 CB0990.and adjusted by the National Geodetic Survey in February 1996..
 CB0990
 CB0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0990.The vertical order pertains to the NGVD 29 superseded value.
 CB0990
 CB0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0990
 CB0990.The geoid height was determined by GEOID03.
 CB0990
 CB0990;                    North         East     Units Scale Factor Converg.
 CB0990;SPC TX C     - 3,236,428.547   567,566.893   MT  0.99997671   -0 43 13.0
 CB0990;SPC TX C     -10,618,182.66  1,862,092.38   sFT  0.99997671   -0 43 13.0
 CB0990;UTM  14      - 3,520,613.988   241,345.223   MT  1.00042520   -1 26 24.0
 CB0990
 CB0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0990!SPC TX C     -   0.99987421  x   0.99997671  =   0.99985093
 CB0990!UTM  14      -   0.99987421  x   1.00042520  =   1.00029936
 CB0990
 CB0990:                Primary Azimuth Mark                     Grid Az
 CB0990:SPC TX C     -  MEDLIN WOODEN WINDMILL                   079 19 08.2
 CB0990:UTM  14      -  MEDLIN WOODEN WINDMILL                   080 02 19.2
 CB0990
 CB0990|---------------------------------------------------------------------|
 CB0990| PID    Reference Object                     Distance      Geod. Az  |
 CB0990|                                                           dddmmss.s |
 CB0990| CH9003 MEDLIN WOODEN WINDMILL                             0783555.2 |
 CB0990| CB0988 SHELL PUMPING STA WATER TK          APPROX.19.4 KM 0811445.4 |
 CB0990| CH9001 MEDLIN RM 1                                        23445     |
 CB0990| CC0721 MIDLAND PETROLEUM BLDG STACK        APPROX.39.9 KM 3051230.8 |
 CB0990| CH9038 MIDLAND MUNICIPAL TANK                             3052329.5 |
 CB0990| CH9037 MIDLAND AIRWAYS BCN 24                             3325344.8 |
 CB0990| CH9002 MEDLIN RM 2                                        34522     |
 CB0990|---------------------------------------------------------------------|
 CB0990
 CB0990                          SUPERSEDED SURVEY CONTROL
 CB0990
 CB0990  NAD 83(1986)-  31 47 30.65697(N)    101 43 54.33581(W) AD(       ) 1
 CB0990  NAD 27      -  31 47 30.17300(N)    101 43 52.88300(W) AD(       ) 1
 CB0990  NGVD 29 (07/19/86)  825.34   (m)         2707.8    (f) LEVELING    3  
 CB0990
 CB0990.Superseded values are not recommended for survey control.
 CB0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0990.See file dsdata.txt to determine how the superseded data were derived.
 CB0990
 CB0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA4134520614(NAD 83)
 CB0990_MARKER: DS = TRIANGULATION STATION DISK
 CB0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0990
 CB0990  HISTORY     - Date     Condition        Report By
 CB0990  HISTORY     - 1932     MONUMENTED       CGS
 CB0990  HISTORY     - 1938     GOOD             TSI
 CB0990  HISTORY     - 1941     GOOD             LOCSUR
 CB0990  HISTORY     - 1943     GOOD             CGS
 CB0990  HISTORY     - 1946     GOOD             TXHD
 CB0990  HISTORY     - 1953     GOOD             CGS
 CB0990
 CB0990                          STATION DESCRIPTION
 CB0990
 CB0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CB0990'TWENTY-THREE AND ONE-HALF MILES S AND 2.5 MILES W OF STANTON,
 CB0990'15.5 MILES W AND 1 MILE S OF GARDEN CITY, 0.15 MILE S OF THE
 CB0990'NW CORNER OF SEC. 16, BLOCK 36, T. 4 S., AND 4 METERS (13 FEET)
 CB0990'W OF A WOVEN-WIRE FENCE, ON LAND OWNED BY L.J. MEDLIN OF
 CB0990'GARDEN CITY.
 CB0990'
 CB0990'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CB0990'CONCRETE.
 CB0990'
 CB0990'REFERENCE MARKS ARE BRONZE REFERENCE DISKS IN CONCRETE.
 CB0990'REFERENCE MARK 1 IS IN PASTURE, 52.38 METERS (171.9 FEET)
 CB0990'FROM STATION S 54 DEG 45 MIN W.  REFERENCE MARK 2 IS
 CB0990'1 FOOT W AND 4 FEET S OF A FENCE CORNER, 38 YARDS E OF A
 CB0990'WOVEN-WIRE GATE, 44 YARDS NE OF A 2-INCH IRON PIPE IN GROUND
 CB0990'(PROBABLY A SECTION CORNER), AND 0.1 MILE (SPEEDOMETER) FROM
 CB0990'STATION N 14 DEG 39 MIN W.  THE 2-INCH IRON
 CB0990'PIPE JUST MENTIONED IS 21 YARDS S OF THE S END OF THE GATE,
 CB0990'AND 0.1 MILE FROM STATION N 27 DEG 07 MIN W.
 CB0990'OTHER BEARINGS FROM STATION ARE--TIP OF WOODEN WINDMILL AT
 CB0990'A.J. MEDLINS HOUSE, 1 MILE DISTANT, 258 DEG 35 MIN 56 SEC.
 CB0990'MIDLAND MUNICIPAL WATER TANK, FINIAL, N 54 DEG 37 MIN W.
 CB0990'
 CB0990'TO REACH STATION FROM GARDEN CITY GO W 1.3 MILES FROM SCHOOLHOUSE.
 CB0990'THEN S 1 MILE, AND W 4 MILES TO END OF GRADED ROAD.  TURN S
 CB0990'THROUGH A GREEN BOARD GATE.  TAKE RIGHT FORK AND GO IN A W
 CB0990'DIRECTION 3.1 MILES TO A ROAD FORK AT A WOVEN-WIRE GATE.  TAKE
 CB0990'LEFT FORK AND GO 0.25 MILE.  TAKE RIGHT FORK AND GO 0.1 MILE
 CB0990'TO BOARD GATE ABOUT 300 YARDS N OF RANCHHOUSE.  GO THROUGH GATE
 CB0990'AND FOLLOW ROAD IN A W DIRECTION 5.9 MILES TO MEDLINS HOUSE.
 CB0990'TURN RIGHT AND GO 0.2 MILE NE TO A YELLOW BOARD GATE WHICH IS
 CB0990'NEXT TO A WOVEN-WIRE GATE.  PASS THROUGH THESE GATES TO THE W
 CB0990'AND GO 1 MILE TO ANOTHER WOVEN-WIRE GATE.  GO THROUGH THIS
 CB0990'GATE AND ALONG W SIDE OF FENCE S 0.1 MILE TO STATION.
 CB0990
 CB0990                          STATION RECOVERY (1938)
 CB0990
 CB0990'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 CB0990'RECOVERED BY EDGAR TOBIN AERIAL SURVEY.
 CB0990'
 CB0990'RECOVERED AS DESCRIBED.
 CB0990
 CB0990                          STATION RECOVERY (1941)
 CB0990
 CB0990'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 CB0990'RECOVERED BY MAGNOLIA PETROLEUM CO.
 CB0990'
 CB0990'TO REACH TAKE COUNTY ROAD W FROM GARDEN CITY FOR 1-1/4 MILES,
 CB0990'GO S 1 MILE, THEN W FOR 14 MILES TO WOODEN GATE AND STATION.
 CB0990
 CB0990                          STATION RECOVERY (1943)
 CB0990
 CB0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0990'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT A NEW METHOD
 CB0990'OF REACHING STATION IS NEEDED DUE TO CONSTRUCTION OF NEW ROADS.
 CB0990'
 CB0990'TO REACH STATION FROM GARDEN CITY, PROCEED NW ON STATE HIGHWAY
 CB0990'158 FOR 1.3 MILES AND TURN LEFT ON DIRT ROAD.  GO 1.2 MILES,
 CB0990'TURN RIGHT AND GO STRAIGHT AHEAD ON THE MAIN ROAD FOR 14 MILES
 CB0990'TO CROSS ROADS.  CONTINUE STRAIGHT AHEAD 2 MILES TO A GATE,
 CB0990'PASS THROUGH GATE W, LOOP TO RIGHT AND GO BACK THROUGH THE RED
 CB0990'GATE (S) INTO A BOMBING RANGE.  PROCEED LEFT ALONG FENCE LINE S,
 CB0990'200 YARDS TO THE STATION.  THE STATION IS AT THIS TIME LOCATED
 CB0990'IN AN ACTIVE BOMBING FIELD, BUT SEEMS WELL OUT OF THE TARGET
 CB0990'AREA.
 CB0990'
 CB0990'THE STATION WAS NOT OCCUPIED.
 CB0990
 CB0990                          STATION RECOVERY (1946)
 CB0990
 CB0990'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1946 (AHC)
 CB0990'STATION SURFACE MARK SLIGHTLY DAMAGED BY BLADING FOR FIRE
 CB0990'BREAK ON EDGE OF BOMBING RANGE USED DURING WAR.  (ACTUAL POSITION
 CB0990'OF STATION PROBABLY NOT AFFECTED).  DESCRIPTION GOOD.
 CB0990'
 CB0990'REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED IN GOOD CONDITION.
 CB0990
 CB0990                          STATION RECOVERY (1953)
 CB0990
 CB0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 CB0990'STATION IS IN A ROAD THAT RUNS ALONG THE E SIDE OF THE HARRIS
 CB0990'RANCH.  APPARENTLY, IT HAS BEEN HIT BY ROAD EQUIPMENT, AND ONE
 CB0990'OF THE CORNERS OF THE MONUMENT IS BROKEN OFF.  THE MONUMENT IS
 CB0990'SET SOLIDLY IN THE GROUND AND APPEARS TO BE IN THE ORIGINAL
 CB0990'POSITION.  THE TWO REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CB0990'THE ORIGINAL DIRECTIONS ON HOW TO REACH THE STATION ARE NOW
 CB0990'OBSOLETE.  A COMPLETE DESCRIPTION FOLLOWS--
 CB0990'
 CB0990'STATION IS LOCATED 24.5 MI. S-SW OF STANTON, 16 MI. W OF GARDEN
 CB0990'CITY, 0.15 MI. S OF THE NW CORNER OF SECTION 16, BLOCK 36,
 CB0990'T 4 S, AND ON THE HARRIS RANCH.  IT IS 13 FT. W OF A FENCE, AND
 CB0990'IN THE CENTER OF A DIRT ROAD.  IT IS A STANDARD BRONZE DISK,
 CB0990'STAMPED MEDLIN 1932 AND SET IN THE TOP OF A 14-IN. SQUARE
 CB0990'(AT THE TOP) CONCRETE MONUMENT PROJECTING ABOUT 8 IN.
 CB0990'
 CB0990'REFERENCE MARK 1 IS ABOUT 172 FT. W OF THE CENTER LINE OF A
 CB0990'DIRT ROAD, AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 CB0990'IT IS A STANDARD BRONZE DISK, STAMPED MEDLIN NO 1 1932 AND
 CB0990'SET IN THE TOP OF A 14-IN. SQUARE CONCRETE MONUMENT PROJECTING
 CB0990'ABOUT 6 IN. ABOVE THE GROUND.
 CB0990'
 CB0990'REFERENCE MARK 2 IS 4 FT. S OF A FENCE LINE, AND 39 FT. N OF
 CB0990'THE CENTERLINE OF A DIRT ROAD.  IT IS A STANDARD BRONZE DISK,
 CB0990'STAMPED MEDLIN NO 2 1932 AND SET IN THE TOP OF A 14-IN. SQUARE
 CB0990'CONCRETE MONUMENT PROJECTING ABOUT 6 IN.
 CB0990'
 CB0990'TO REACH THE STATION FROM GARDEN CITY, GO W ON STATE HIGHWAY
 CB0990'158 FOR 13.4 MI. TO A CROSSROAD, TURN LEFT (S) AND GO 5.7 MI.
 CB0990'TO A CROSSROAD, TURN RIGHT (W) AND GO 2.9 MI. TO A FENCE
 CB0990'CORNER ON THE LEFT, TURN LEFT (S) AND FOLLOW A FENCE LINE ROAD
 CB0990'FOR 0.15 MI. TO THE STATION.
 CB0990'
 CB0990'NOTE--THE STATION WAS ONLY VISITED BY A LIGHTKEEPER, AND NO
 CB0990'MEASUREMENTS WERE TAKEN AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1893 ***********************************************************************
 FL1893  DESIGNATION -  MEEK
 FL1893  PID         -  FL1893
 FL1893  STATE/COUNTY-  TX/HEMPHILL
 FL1893  USGS QUAD   -  DADS CREEK (1967)
 FL1893
 FL1893                         *CURRENT SURVEY CONTROL
 FL1893  ___________________________________________________________________
 FL1893* NAD 83(1993)-  35 39 55.69813(N)    100 21 47.23266(W)     ADJUSTED  
 FL1893* NAVD 88     -       870.     (meters)    2854.     (feet)  SCALED    
 FL1893  ___________________________________________________________________
 FL1893  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 FL1893  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FL1893
 FL1893  HORZ ORDER  -  THIRD
 FL1893
 FL1893.The horizontal coordinates were established by classical geodetic methods
 FL1893.and adjusted by the National Geodetic Survey in February 1996..
 FL1893
 FL1893.The orthometric height was scaled from a topographic map.
 FL1893
 FL1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1893
 FL1893.The geoid height was determined by GEOID03.
 FL1893
 FL1893;                    North         East     Units Scale Factor Converg.
 FL1893;SPC TX N     - 1,185,354.666   302,925.956   MT  0.99992018   +0 39 31.9
 FL1893;SPC TX N     - 3,888,951.10    993,849.57   sFT  0.99992018   +0 39 31.9
 FL1893;UTM  14      - 3,947,701.196   376,624.700   MT  0.99978757   -0 47 41.5
 FL1893
 FL1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1893!SPC TX N     -   0.99986773  x   0.99992018  =   0.99978792
 FL1893!UTM  14      -   0.99986773  x   0.99978757  =   0.99965533
 FL1893
 FL1893:                Primary Azimuth Mark                     Grid Az
 FL1893:SPC TX N     -  MEEK AZ MK                               163 43 44.7
 FL1893:UTM  14      -  MEEK AZ MK                               165 10 58.1
 FL1893
 FL1893|---------------------------------------------------------------------|
 FL1893| PID    Reference Object                     Distance      Geod. Az  |
 FL1893|                                                           dddmmss.s |
 FL1893| CK9411 MEEK AZ MK                                         1642316.6 |
 FL1893| FL1894 SUB BASE J 3606 1951                 20.513 METERS 16740     |
 FL1893| CK9413 MEEK RM 2                             7.064 METERS 17106     |
 FL1893| CK9412 MEEK RM 1                             7.003 METERS 33927     |
 FL1893|---------------------------------------------------------------------|
 FL1893
 FL1893                          SUPERSEDED SURVEY CONTROL
 FL1893
 FL1893  NAD 83(1993)-  35 39 55.69855(N)    100 21 47.23210(W) AD(       ) 3
 FL1893  NAD 83(1986)-  35 39 55.70285(N)    100 21 47.22150(W) AD(       ) 3
 FL1893  NAD 27      -  35 39 55.54500(N)    100 21 45.76300(W) AD(       ) 3
 FL1893
 FL1893.Superseded values are not recommended for survey control.
 FL1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1893.See file dsdata.txt to determine how the superseded data were derived.
 FL1893
 FL1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7662547701(NAD 83)
 FL1893_MARKER: DS = TRIANGULATION STATION DISK
 FL1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1893
 FL1893  HISTORY     - Date     Condition        Report By
 FL1893  HISTORY     - 1951     MONUMENTED       CGS
 FL1893
 FL1893                          STATION DESCRIPTION
 FL1893
 FL1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1893'THE STATION IS LOCATED ABOUT 17 MILES NORTH-NORTHWEST OF WHEELER.
 FL1893'4 MILES SOUTH OF THE WASHITA RIVER.  3 MILES NORTH OF THE
 FL1893'HEMPHILL-WHEELER COUNTY LINE.  47 FEET WEST OF THE CENTER LINE
 FL1893'OF U.S. HIGHWAY 83.  25 FEET NORTH OF A GATE.  5 FEET NORTHEAST
 FL1893'OF A WITNESS POST.  4 FEET EAST OF A FENCE LINE AND ON THE
 FL1893'HIGHWAY RIGHT-OF-WAY.  THE MARK IS BRONZE DISK STAMPED MEEK
 FL1893'1951, AND SET IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FL1893'
 FL1893'REFERENCE MARK NO. 1 IS 50 FEET WEST OF THE CENTERLINE OF THE
 FL1893'HIGHWAY.  2 FEET EAST OF A FENCE LINE.  THE MARK IS A BRONZE
 FL1893'DISK STAMPED MEEK NO 1 1951, AND SET IN A CONCRETE CYLINDER WHICH
 FL1893'IS FLUSH WITH THE GROUND.
 FL1893'
 FL1893'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE CENTERLINE OF THE
 FL1893'HIGHWAY.  2 FEET EAST OF A FENCE LINE.  THE MARK IS A BRONZE
 FL1893'DISK STAMPED MEEK NO 2 1951, AND SET IN A CONCRETE CYLINDER
 FL1893'WHICH IS FLUSH WITH THE GROUND.
 FL1893'
 FL1893'SUB BASE J 3606 IS 51 FEET WEST OF THE CENTERLINE OF THE
 FL1893'HIGHWAY, AND IN A NORTH-SOUTH FENCE LINE.  THE MARK IS A BRASS
 FL1893'PLUG CEMENTED IN THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS
 FL1893'2 INCHES.  THE PLUG IS STAMPED J 3606.
 FL1893'
 FL1893'THE AZIMUTH MARK IS 47 FEET EAST OF THE CENTERLINE OF U.S.
 FL1893'HIGHWAY 83.  3 FEET WEST OF A FENCE.  3 FEET NORTHWEST OF
 FL1893'A WITNESS POST.  THE MARK IS A BRONZE DISK STAMPED MEEK 1951,
 FL1893'AND SET IN A CONCRETE CYLINDER WHICH PROJECTS 4 INCHES.
 FL1893'
 FL1893'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 FL1893'AND STATE ROUTE 152 IN WHEELER.  GO NORTH ON U.S. HIGHWAY
 FL1893'83 FOR 15.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FL1893'CONTINUE ON THE HIGHWAY FOR 1.2 MILES TO THE STATION ON THE
 FL1893'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0779 ***********************************************************************
 DO0779  DESIGNATION -  MEGARGEL TANK
 DO0779  PID         -  DO0779
 DO0779  STATE/COUNTY-  TX/ARCHER
 DO0779  USGS QUAD   -  MEGARGEL (1963)
 DO0779
 DO0779                         *CURRENT SURVEY CONTROL
 DO0779  ___________________________________________________________________
 DO0779* NAD 83(1993)-  33 27 05.38149(N)    098 55 35.39527(W)     ADJUSTED  
 DO0779* NAVD 88     -                                                        
 DO0779  ___________________________________________________________________
 DO0779  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DO0779  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DO0779
 DO0779  HORZ ORDER  -  THIRD
 DO0779
 DO0779.The horizontal coordinates were established by classical geodetic methods
 DO0779.and adjusted by the National Geodetic Survey in February 1996..
 DO0779
 DO0779
 DO0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0779
 DO0779.The geoid height was determined by GEOID03.
 DO0779
 DO0779;                    North         East     Units Scale Factor Converg.
 DO0779;SPC TXNC     - 2,198,001.975   560,350.765   MT  0.99989690   -0 13 57.4
 DO0779;SPC TXNC     - 7,211,278.15  1,838,417.47   sFT  0.99989690   -0 13 57.4
 DO0779;UTM  14      - 3,701,343.939   506,831.003   MT  0.99960058   +0 02 25.9
 DO0779
 DO0779                          SUPERSEDED SURVEY CONTROL
 DO0779
 DO0779  NAD 83(1993)-  33 27 05.38501(N)    098 55 35.39671(W) AD(       ) 4
 DO0779  NAD 83(1986)-  33 27 05.38821(N)    098 55 35.38789(W) AD(       ) 4
 DO0779  NAD 27      -  33 27 05.04300(N)    098 55 34.14800(W) AD(       ) 3
 DO0779
 DO0779.Superseded values are not recommended for survey control.
 DO0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0779.See file dsdata.txt to determine how the superseded data were derived.
 DO0779
 DO0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0683101344(NAD 83)
 DO0779_MARKER: 51 = TANK
 DO0779
 DO0779  HISTORY     - Date     Condition        Report By
 DO0779  HISTORY     - 1935     FIRST OBSERVED   CGS
 DO0779  HISTORY     - 1940     GOOD             TXGS
 DO0779  HISTORY     - 1960     GOOD             CGS
 DO0779  HISTORY     - 1963     GOOD             CGS
 DO0779  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0779  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0779
 DO0779                          STATION DESCRIPTION
 DO0779
 DO0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0779'POINT OBSERVED UPON IS FINIAL OF STEEL WATER TANK, PROBABLY
 DO0779'MUNICIPAL WATER SUPPLY.  LOCATED IN MEGARGEL.  TOWN WAS OFF
 DO0779'THE SCHEME AND STATION WAS NOT VISITED.
 DO0779'
 DO0779'OBSERVED UPON FROM TRIANGULATION STATION CONNER, HUNT, UPSHUR,
 DO0779'AND POLK.
 DO0779
 DO0779                          STATION RECOVERY (1940)
 DO0779
 DO0779'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0779'STATION RECOVERED AS DESCRIBED.
 DO0779
 DO0779                          STATION RECOVERY (1960)
 DO0779
 DO0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DO0779'STATION RECOVERED IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING
 DO0779'TO STATION SITE ARE CORRECT.
 DO0779
 DO0779                          STATION RECOVERY (1963)
 DO0779
 DO0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 DO0779'STATION WAS RECOVERED IN GOOD CONDITION.  STATION WAS DISCOVERED
 DO0779'147.5 FT WEST OF MEGARGEL SCHOOL HOUSE, 133 FT NORTH OF OLD
 DO0779'LOC. S. H. 199, AND 139 FT EAST OF MEGARGEL CITY STREET.
 DO0779'
 DO0779'FROM POST OFFICE IN MEGARGEL GO EASTERLY ON OLD LOC. S. H. 199 0.2
 DO0779'MI. TO TOP OF HILL TO STATION ON LEFT NEXT TO MEGARGEL SCHOOL
 DO0779'BLDG.
 DO0779
 DO0779                          STATION RECOVERY (2001)
 DO0779
 DO0779'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0779'MARK NOT FOUND.
 DO0779
 DO0779                          STATION RECOVERY (2005)
 DO0779
 DO0779'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1122 ***********************************************************************
 CA1122  DESIGNATION -  MEL
 CA1122  PID         -  CA1122
 CA1122  STATE/COUNTY-  TX/CONCHO
 CA1122  USGS QUAD   -  MELVIN (1960)
 CA1122
 CA1122                         *CURRENT SURVEY CONTROL
 CA1122  ___________________________________________________________________
 CA1122* NAD 83(1993)-  31 13 03.52983(N)    099 36 06.64144(W)     ADJUSTED  
 CA1122* NAVD 88     -       573.8    (meters)    1883.     (feet)  VERTCON   
 CA1122  ___________________________________________________________________
 CA1122  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CA1122  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CA1122
 CA1122  HORZ ORDER  -  SECOND
 CA1122
 CA1122.The horizontal coordinates were established by classical geodetic methods
 CA1122.and adjusted by the National Geodetic Survey in February 1996..
 CA1122
 CA1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1122
 CA1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1122
 CA1122.The geoid height was determined by GEOID03.
 CA1122
 CA1122;                    North         East     Units Scale Factor Converg.
 CA1122;SPC TX C     - 3,172,163.772   769,692.846   MT  0.99988884   +0 22 36.3
 CA1122;SPC TX C     -10,407,340.64  2,525,233.95   sFT  0.99988884   +0 22 36.3
 CA1122;UTM  14      - 3,453,879.164   442,674.661   MT  0.99964053   -0 18 43.0
 CA1122
 CA1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1122!SPC TX C     -   0.99991362  x   0.99988884  =   0.99980247
 CA1122!UTM  14      -   0.99991362  x   0.99964053  =   0.99955418
 CA1122
 CA1122|---------------------------------------------------------------------|
 CA1122| PID    Reference Object                     Distance      Geod. Az  |
 CA1122|                                                           dddmmss.s |
 CA1122| CV4793 MEL RM 1                             15.224 METERS 11030     |
 CA1122| CV4794 MEL RM 2                             15.097 METERS 28955     |
 CA1122| CA1117 RICE                                APPROX. 3.9 KM 3471121.2 |
 CA1122|---------------------------------------------------------------------|
 CA1122
 CA1122                          SUPERSEDED SURVEY CONTROL
 CA1122
 CA1122  NAD 83(1986)-  31 13 03.53755(N)    099 36 06.62714(W) AD(       ) 2
 CA1122  NAD 27      -  31 13 02.93974(N)    099 36 05.39635(W) AD(       ) 2
 CA1122  NGVD 29 (07/19/86)  573.7    (m)         1882.     (f) VERT ANG       
 CA1122
 CA1122.Superseded values are not recommended for survey control.
 CA1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1122.See file dsdata.txt to determine how the superseded data were derived.
 CA1122
 CA1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV4267553879(NAD 83)
 CA1122_MARKER: DD = SURVEY DISK
 CA1122_SETTING: 0 = UNSPECIFIED SETTING
 CA1122
 CA1122  HISTORY     - Date     Condition        Report By
 CA1122  HISTORY     - 1971     MONUMENTED       USGS
 CA1122  HISTORY     - 19991231 GOOD             USPSQD
 CA1122
 CA1122                          STATION DESCRIPTION
 CA1122
 CA1122'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1122'THE STATION IS LOCATED NORTH 45 DEG WEST, 2 MILES AIRLINE
 CA1122'FROM MELVIN, TEXAS.  700 FEET WEST OF JUNCTION OF U.S. HIGHWAY
 CA1122'87 AND FARM TO MARKET ROAD 503, AND 57 FEET SOUTH OF U.S.
 CA1122'HIGHWAY 87 ON LAND OF CHESTER JACOBY.
 CA1122'
 CA1122'TO REACH FROM MELVIN, TEXAS, GO 1.1 MILE NORTH ON FARM TO MARKET
 CA1122'ROAD 2028 TO U.S. HIGHWAY 87, GO 1.2 MILES WEST ON U.S. HIGHWAY
 CA1122'87 TO STATION SITE ON THE LEFT (SOUTH).  7 FEET SOUTH OF
 CA1122'USGS WITNESS SIGN MOUNTED ON A METAL POST IN THE SOUTH
 CA1122'RIGHT-OF-WAY FENCE.
 CA1122'
 CA1122'STATION MARK--A STANDARD BRONZE TABLET SOLDERED TO A COPPER
 CA1122'COATED STEEL ROD, DRIVEN TO REFUSAL (10.0 FEET), CENTERED
 CA1122'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG,
 CA1122'FILLED WITH GRAVEL.  THE TABLET PROJECTS 0.2 FOOT AND IS
 CA1122'STAMPED MEL ET 1971.
 CA1122'
 CA1122'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET, SOLDERED TO
 CA1122'A COPPER COATED STEEL ROD, DRIVEN TO REFUSAL 7.1 FEET, CENTERED
 CA1122'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG,
 CA1122'FILLED WITH GRAVEL.  THE TABLET IS STAMPED MEL ET NO. 1 1971.
 CA1122'
 CA1122'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET, SOLDERED TO
 CA1122'A COPPER COATED STEEL ROD, DRIVEN TO REFUSAL 6.9 FEET, CENTERED
 CA1122'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG,
 CA1122'FILLED WITH GRAVEL.  THE TABLET IS STAMPED MEL ET NO. 2 1971.
 CA1122'
 CA1122'STATION RICE ET 1960-1971 IS VISIBLE FROM THE GROUND AT THIS
 CA1122'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1122'
 CA1122'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 CA1122
 CA1122                          STATION RECOVERY (1999)
 CA1122
 CA1122'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1136 ***********************************************************************
 DN1136  DESIGNATION -  MELISSA
 DN1136  PID         -  DN1136
 DN1136  STATE/COUNTY-  TX/COLLIN
 DN1136  USGS QUAD   -  ANNA (1961)
 DN1136
 DN1136                         *CURRENT SURVEY CONTROL
 DN1136  ___________________________________________________________________
 DN1136* NAD 83(1993)-  33 18 06.55015(N)    096 34 18.03943(W)     ADJUSTED  
 DN1136* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 DN1136  ___________________________________________________________________
 DN1136  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DN1136  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN1136
 DN1136  HORZ ORDER  -  FIRST
 DN1136
 DN1136.The horizontal coordinates were established by classical geodetic methods
 DN1136.and adjusted by the National Geodetic Survey in February 1996..
 DN1136
 DN1136.The orthometric height was scaled from a topographic map.
 DN1136
 DN1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1136
 DN1136.The geoid height was determined by GEOID03.
 DN1136
 DN1136;                    North         East     Units Scale Factor Converg.
 DN1136;SPC TXNC     - 2,182,970.677   779,560.604   MT  0.99988212   +1 03 06.1
 DN1136;SPC TXNC     - 7,161,962.96  2,557,608.41   sFT  0.99988212   +1 03 06.1
 DN1136;UTM  14      - 3,687,379.057   726,095.349   MT  1.00023030   +1 20 01.8
 DN1136
 DN1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1136!SPC TXNC     -   0.99997010  x   0.99988212  =   0.99985222
 DN1136!UTM  14      -   0.99997010  x   1.00023030  =   1.00020039
 DN1136
 DN1136:                Primary Azimuth Mark                     Grid Az
 DN1136:SPC TXNC     -  ANNA MUNICIPAL TANK                      021 52 15.0
 DN1136:UTM  14      -  ANNA MUNICIPAL TANK                      021 35 19.3
 DN1136
 DN1136|---------------------------------------------------------------------|
 DN1136| PID    Reference Object                     Distance      Geod. Az  |
 DN1136|                                                           dddmmss.s |
 DN1136| DN1135 ANNA MUNICIPAL TANK                 APPROX. 5.6 KM 0225521.1 |
 DN1136| DN1096 LEONARD MUNICIPAL TANK              APPROX.31.9 KM 0721929.0 |
 DN1136| CY1638 MELISSA AZ MK RESET                                1052740.7 |
 DN1136| DN1121 PRINCETOWN MUNICIPAL TANK           APPROX.15.2 KM 1520316.8 |
 DN1136| CY1637 MELISSA AZ MK                                      1611031.2 |
 DN1136| CY1639 MELISSA RM 1                         33.225 METERS 17435     |
 DN1136| DN1150 MC KINNEY TEX TEXTILE TALL TK       APPROX.13.6 KM 1954814.2 |
 DN1136| DN1148 MC KINNEY TEX TEXTILE MILL STK      APPROX.13.5 KM 1955805.5 |
 DN1136| DN1152 MC KINNEY MUN STANDPIPE             APPROX.12.9 KM 1980858.0 |
 DN1136| DN1147 MC KINNEY FIRST PRESB CH SPIRE      APPROX.12.0 KM 1995828.5 |
 DN1136| DN1143 MC KINNEY FIRST ME CHURCH TWR       APPROX.12.0 KM 2004818.7 |
 DN1136| DN1160 MC KINNEY RAD STA KMAE MAST         APPROX.13.9 KM 2125239.8 |
 DN1136| DN1164 ATT CO RELAY TOWER KKH 66           APPROX.23.2 KM 2324710.2 |
 DN1136| CY1641 MELISSA RM 3                         21.315 METERS 25517     |
 DN1136| CY1640 MELISSA RM 2                         40.752 METERS 26530     |
 DN1136| DN1133 VAN ALSTYNE MUNICIPAL TANK          APPROX.13.5 KM 3580634.3 |
 DN1136|---------------------------------------------------------------------|
 DN1136
 DN1136                          SUPERSEDED SURVEY CONTROL
 DN1136
 DN1136  NAD 83(1993)-  33 18 06.55218(N)    096 34 18.03466(W) AD(       ) 1
 DN1136  NAD 83(1986)-  33 18 06.55643(N)    096 34 18.02799(W) AD(       ) 1
 DN1136  NAD 27      -  33 18 06.14600(N)    096 34 17.06900(W) AD(       ) 1
 DN1136
 DN1136.Superseded values are not recommended for survey control.
 DN1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1136.See file dsdata.txt to determine how the superseded data were derived.
 DN1136
 DN1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2609587379(NAD 83)
 DN1136_MARKER: DS = TRIANGULATION STATION DISK
 DN1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1136
 DN1136  HISTORY     - Date     Condition        Report By
 DN1136  HISTORY     - 1935     MONUMENTED       CGS
 DN1136  HISTORY     - 1937     GOOD             TXHD
 DN1136  HISTORY     - 1938     GOOD             TXGS
 DN1136  HISTORY     - 1957     GOOD             CGS
 DN1136  HISTORY     - 1957     GOOD             CGS
 DN1136  HISTORY     - 19940712 GOOD             USPSQD
 DN1136
 DN1136                          STATION DESCRIPTION
 DN1136
 DN1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1136'STATION IS ABOUT 1 MILE N OF MELISSA, ON PROPERTY OF JOHN
 DN1136'SLAGHTER.  IT IS ON THE HIGHEST POINT AT THE E SIDE OF A WOODED
 DN1136'PASTURE, ABOUT 75 FEET S OF ROCK PITS, 13 FEET W OF FENCE LINE,
 DN1136'27 FEET SSW OF ANGLE IN FENCE LINE, 46 FEET SSW OF A 10-INCH
 DN1136'HACKBERRY TREE, ABOUT 0.1 MILE W OF U.S. HIGHWAY 75.  MARK
 DN1136'IS FLUSH.
 DN1136'
 DN1136'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1, AND AZIMUTH MARKS
 DN1136'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 DN1136'
 DN1136'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 DN1136'DRILL HOLE IN OUTCROPPING BEDROCK.
 DN1136'
 DN1136'REFERENCE MARK NO. 1 IS SSE OF THE STATION, IN THE FENCE
 DN1136'LINE, AND PROJECTS 4 INCHES.
 DN1136'
 DN1136'REFERENCE MARK NO. 2 IS W OF THE STATION, 146 FEET W OF THE
 DN1136'FENCE LINE, 61 FEET N OF AN OPEN WELL.
 DN1136'
 DN1136'AZIMUTH MARK IS SSE OF THE STATION, ON THE E SIDE OF A FIELD,
 DN1136'IN FENCE LINE, 30 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 75,
 DN1136'ABOUT 0.05 MILE S OF CULVERT AT TURN NE ON U.S. HIGHWAY 75.
 DN1136'MARK PROJECTS 4 INCHES.
 DN1136'
 DN1136'TO REACH FROM MELISSA FROM THE JUNCTION OF U.S. HIGHWAY 75,
 DN1136'AND MAIN STREET OF MELISSA.  GO N ON U.S. HIGHWAY 75, 1.2 MILES
 DN1136'TO FARM LANE W.  THENCE W 0.1 MILE TO DWELLING.  THENCE SSW
 DN1136'0.1 MILE TO HIGH POINT OF PASTURE AND STATION.
 DN1136'
 DN1136'ALL LIGHTS COME INTO VIEW AT 26 FEET.
 DN1136
 DN1136                          STATION RECOVERY (1937)
 DN1136
 DN1136'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1136'STATION RECOVERED IN GOOD CONDITION.  THE FOLLOWING CHANGE
 DN1136'IN DESCRIPTION TO BE MADE.  THE PHRASE READING GO N ON U.S.
 DN1136'ROUTE 75, 1.2 MILES TO FARM LANE W, SUBSTITUTE GO NE ON U.S.
 DN1136'ROUTE 75, 0.6 MILE TO JUNCTION WITH PAVED ASPHALT ROAD N.
 DN1136'THENCE N 0.6 MILE TO FARM LANE W.  NO ATTEMPT MADE TO RECOVER
 DN1136'REFERENCE MARKS.
 DN1136
 DN1136                          STATION RECOVERY (1938)
 DN1136
 DN1136'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1136'STATION RECOVERED IN GOOD CONDITION.
 DN1136
 DN1136                          STATION RECOVERY (1957)
 DN1136
 DN1136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1136'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 DN1136'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE
 DN1136'MARK NO. 2 WERE SEARCHED FOR BUT NOT FOUND.
 DN1136'
 DN1136'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DN1136'
 DN1136'THE STATION IS LOCATED ABOUT 1 MILE WEST OF MELISSA, ON PROPERTY
 DN1136'OF MRS OUDIA CHILTON.  IT IS ON THE HIGHEST POINT OF A HILL AT
 DN1136'THE EAST SIDE OF A WOODED PASTURE, 27 FEET SOUTH-SOUTHWEST OF
 DN1136'A FENCELINE CORNER, 21 FEET SOUTHWEST OF A POWERLINE POLE AND
 DN1136'13 FEET WEST OF A FENCE LINE.  THE MARK IS STAMPED MELISSA
 DN1136'1935 AND PROJECTS 2 INCHES.
 DN1136'
 DN1136'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 1 FOOT
 DN1136'WEST OF A FENCE LINE AND PROJECTS 3 INCHES.  IT IS STAMPED
 DN1136'MELISSA NO 1 1935.
 DN1136'
 DN1136'REFERENCE MARK NO. 3 IS WEST-SOUTHWEST OF THE STATION, 80 FEET
 DN1136'WEST OF A FENCE LINE AND PROJECTS 2 INCHES.  IT IS STAMPED
 DN1136'MELISSA NO 3 1935.
 DN1136'
 DN1136'THE AZIMUTH MARK IS LOCATED ABOUT MIDWAY BETWEEN A RAILROAD
 DN1136'TRACK AND U.S. HIGHWAY 75.  IT IS 96 FEET WEST OF THE CENTER
 DN1136'OF A RAILROAD TRACK, 82 FEET EAST OF THE CENTER OF U.S.
 DN1136'HIGHWAY 75, 14 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 3
 DN1136'FEET SOUTH OF A POWERLINE POLE AND 1 FOOT SOUTH OF A WITNESS
 DN1136'POST.  IT IS STAMPED MELISSA 1935 RESET 1957 AND PROJECTS
 DN1136'6 INCHES.
 DN1136'
 DN1136'TO REACH THE STATION FROM THE POST OFFICE IN MELISSA GO WEST
 DN1136'FOR 0.1 MILE TO U.S. HIGHWAY 75, TURN RIGHT, GO NORTHEAST
 DN1136'ON U.S. HIGHWAY 75 FOR 0.6 MILE TO A CROSSROAD, TURN LEFT
 DN1136'AND GO NORTH ON SURFACED ROAD FOR 0.6 MILE, TURN LEFT OVER
 DN1136'A CATTLE GUARD, AND GO WEST ON A PRIVATE ROAD FOR 0.15 MILE
 DN1136'TO THE HOME OF MRS OUDIA CHILTON, TURN LEFT AT THE HOUSE AND
 DN1136'GO SOUTH FOR 120 FEET TO A WOODEN GATE, PASS THROUGH THE
 DN1136'GATE AND KEEP RIGHT ALONG THE POWERLINE FOR 100 YARDS TO THE
 DN1136'STATION ON THE LEFT AS DESCRIBED.
 DN1136'
 DN1136'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MELISSA GO
 DN1136'WEST FOR 0.1 MILE, TURN RIGHT, AND GO 1.1 MILE ON U.S. HIGHWAY
 DN1136'75 TO THE MARK ON THE RIGHT AS DESCRIBED.
 DN1136
 DN1136                          STATION RECOVERY (1957)
 DN1136
 DN1136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1136'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1136'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1136'TO STATION SITE ARE CORRECT.
 DN1136
 DN1136                          STATION RECOVERY (1994)
 DN1136
 DN1136'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0432 ***********************************************************************
 BQ0432  DESIGNATION -  MELLARD
 BQ0432  PID         -  BQ0432
 BQ0432  STATE/COUNTY-  TX/PRESIDIO
 BQ0432  USGS QUAD   -  FRENCHMAN HILLS (1983)
 BQ0432
 BQ0432                         *CURRENT SURVEY CONTROL
 BQ0432  ___________________________________________________________________
 BQ0432* NAD 83(1993)-  30 02 04.92498(N)    104 03 27.75107(W)     ADJUSTED  
 BQ0432* NAVD 88     -      1408.     (meters)    4619.     (feet)  SCALED    
 BQ0432  ___________________________________________________________________
 BQ0432  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BQ0432  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BQ0432
 BQ0432  HORZ ORDER  -  SECOND
 BQ0432
 BQ0432.The horizontal coordinates were established by classical geodetic methods
 BQ0432.and adjusted by the National Geodetic Survey in February 1996..
 BQ0432
 BQ0432.The orthometric height was scaled from a topographic map.
 BQ0432
 BQ0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0432
 BQ0432.The geoid height was determined by GEOID03.
 BQ0432
 BQ0432;                    North         East     Units Scale Factor Converg.
 BQ0432;SPC TXSC     - 4,254,521.646   112,352.841   MT  0.99993763   -2 28 40.2
 BQ0432;SPC TXSC     -13,958,376.43    368,610.95   sFT  0.99993763   -2 28 40.2
 BQ0432;UTM  13      - 3,323,004.511   590,852.245   MT  0.99970183   +0 28 18.0
 BQ0432
 BQ0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0432!SPC TXSC     -   0.99978227  x   0.99993763  =   0.99971992
 BQ0432!UTM  13      -   0.99978227  x   0.99970183  =   0.99948417
 BQ0432
 BQ0432|---------------------------------------------------------------------|
 BQ0432| PID    Reference Object                     Distance      Geod. Az  |
 BQ0432|                                                           dddmmss.s |
 BQ0432| CH9005 MELLARD RM 1                         10.152 METERS 04101     |
 BQ0432| CH9006 MELLARD RM 2                          9.640 METERS 15628     |
 BQ0432| CH9004 MELLARD AZ MK                                      2843019.8 |
 BQ0432|---------------------------------------------------------------------|
 BQ0432
 BQ0432                          SUPERSEDED SURVEY CONTROL
 BQ0432
 BQ0432  NAD 83(1986)-  30 02 04.91946(N)    104 03 27.74825(W) AD(       ) 2
 BQ0432  NAD 27      -  30 02 04.32200(N)    104 03 26.06100(W) AD(       ) 2
 BQ0432
 BQ0432.Superseded values are not recommended for survey control.
 BQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0432.See file dsdata.txt to determine how the superseded data were derived.
 BQ0432
 BQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9085223005(NAD 83)
 BQ0432_MARKER: DS = TRIANGULATION STATION DISK
 BQ0432_SETTING: 0 = UNSPECIFIED SETTING
 BQ0432
 BQ0432  HISTORY     - Date     Condition        Report By
 BQ0432  HISTORY     - 1942     MONUMENTED       CGS
 BQ0432  HISTORY     - 1958     GOOD             AMS
 BQ0432  HISTORY     - 1972     GOOD             ARCO
 BQ0432
 BQ0432                          STATION DESCRIPTION
 BQ0432
 BQ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0432'STATION IS LOCATED 20 MILES, AIR LINE, S OF MARFA, 6.5 MILES E
 BQ0432'OF THE MARFA-PRESIDIO HIGHWAY, 2.5 MILES SE OF THE MELLARD
 BQ0432'RANCH HOUSE, 1.5 MILES S OF A PROMINENT WEATHERED, ROCKY BUTTE,
 BQ0432'THAT LIES 1.5 MILES DUE E OF THE MELLARD RANCH, ON THE HIGHEST
 BQ0432'POINT OF A RIM ROCKED MESA THAT LIES ON THE W SIDE OF ALAMITO
 BQ0432'CANYON.  THIS HIGHEST POINT IS ON THE S END OF THE MESA.
 BQ0432'
 BQ0432'STATION MARK IS A STANDARD BRONZE DISK, STAMPED MELLARD 1942,
 BQ0432'WELDED IN THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 5
 BQ0432'INCHES ABOVE THE GROUND.
 BQ0432'
 BQ0432'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK, STAMPED MELLARD
 BQ0432'NO. 1 1942, WELDED IN THE TOP OF A 3-INCH IRON PIPE WHICH
 BQ0432'PROJECTS 5 INCHES.
 BQ0432'
 BQ0432'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK, STAMPED
 BQ0432'MELLARD NO. 2 1942, WELDED IN THE TOP OF A 3-INCH IRON PIPE
 BQ0432'WHICH PROJECTS 5 INCHES.
 BQ0432'
 BQ0432'THE AZIMUTH MARK IS A STANDARD BRONZE DISK, STAMPED MELLARD
 BQ0432'1942, WELDED IN THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS
 BQ0432'5 INCHES.  IT IS 32 FEET NW OF THE W END OF THE DAM OF THE
 BQ0432'RESERVOIR.
 BQ0432'
 BQ0432'REACHED FROM MARFA POST OFFICE BY GOING S ON THE PRESIDIO
 BQ0432'HIGHWAY FOR 17.5 MILES TO TRACK ROAD LEFT OVER A CATTLE GUARD
 BQ0432'AT A LARGE SIGN MELLARD RANCHES, THENCE TURN LEFT OVER THE
 BQ0432'CATTLE GUARD AND FOLLOW THE TRACK ROAD EASTWARD FOR 4.7 MILES
 BQ0432'TO A CATTLE GUARD WHERE THE ROAD TURNS RIGHT (SE), CROSS
 BQ0432'CATTLE GUARD AND FOLLOW THE TRACK ROAD SE FOR 0.8 MILE TO A
 BQ0432'T-ROAD ABOUT 0.2 MILE E OF THE MELLARD RANCH HOUSE, THENCE
 BQ0432'TURN E AWAY FROM THE RANCH HOUSE AND FOLLOW TRACK ROAD FOR
 BQ0432'0.3 MILE TO A FORKS, THENCE LEFT FORK EASTWARD FOR 1.0 MILE
 BQ0432'TO A SET OF TANKS AND FEED TROUGH, THENCE TURN RIGHT AND GO S
 BQ0432'ON TRACK ROAD FOR 0.2 MILE TO A GATE IN AN E-W FENCE,
 BQ0432'THENCE GO THROUGH THE GATE AND CONTINUE S ON THE TRACK ROAD
 BQ0432'FOR 0.2 MILE TO A FEED SHED AND SALT LICK ON THE RIGHT,
 BQ0432'FROM HERE THE TRACK ROAD GOES S A SHORT DISTANCE AND
 BQ0432'THEN TURNS SHARP E INTO ALAMITO CANYON.  LEAVE THE TRACK
 BQ0432'ROAD AT THE FEED SHED, BEARING SLIGHTLY RIGHT, AND GO S
 BQ0432'FOR 1.0 MILE OVER A SADDLE AND DOWN ONTO FLATS TO A
 BQ0432'GATE IN A FENCE CORNER.  (THERE IS A VERY DIM AND BADLY WASHED
 BQ0432'TRACK ROAD FROM THE FEED SHED TO THE GATE, WHICH
 BQ0432'APPARENTLY CHANGES WITH THE SEASONS, BUT IF A GENERAL
 BQ0432'DIRECTION OF DUE S IS MAINTAINED THE GATE WILL EASILY BE
 BQ0432'FOUND.) PASS THROUGH THE GATE AND DRIVE SE ACROSS COUNTRY
 BQ0432'FOR 0.8 MILE OVER A HILL AND TO AN EARTH RESERVOIR AND
 BQ0432'AZIMUTH MARK AT THE W END OF THE DAM.  THENCE SKIRT N END
 BQ0432'OF THE RESERVOIR AND DRIVE UP HILL ABOUT 0.3 MILE
 BQ0432'EASTWARD TO THE BASE OF A RIM ROCKED MESA, AND END OF
 BQ0432'TRUCK TRAVEL.  FROM HERE PACK EASTWARD TO THE TOP OF THE MESA AND
 BQ0432'THEN RIGHT AND WALK SE ALONG THE TOP OF THE MESA TO THE
 BQ0432'HIGHEST POINT AND STATION, ABOUT 4 MINUTES WALKING TIME FROM
 BQ0432'THE TRUCK.
 BQ0432
 BQ0432                          STATION RECOVERY (1958)
 BQ0432
 BQ0432'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0432'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BQ0432'
 BQ0432'THE STATION IS LOCATED ON THE HIGHEST POINT OF MESA.  86
 BQ0432'FEET S OF LONE BUSH.  80 FEET E OF DROP TO THE W.  55 FEET N
 BQ0432'OF SHARP DROP TO THE S.  178 FEET SW OF LONE BUSH.
 BQ0432
 BQ0432                          STATION RECOVERY (1972)
 BQ0432
 BQ0432'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1972 (OWC)
 BQ0432'$
 BQ0432'MELLARD-GOOD
 BQ0432'
 BQ0432'MELLARD NO. 1-GOOD
 BQ0432'
 BQ0432'MELLARD NO. 2-GOOD
 BQ0432'
 BQ0432'MELLARD 1942 (AZIMUTH)-GOOD
 BQ0432'
 BQ0432'YOU CAN NOW DRIVE TO STATION, AS A ROAD HAS BEEN BUILT TO
 BQ0432'TOP OF MESA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0283 ***********************************************************************
 BY0283  DESIGNATION -  MELROSE
 BY0283  PID         -  BY0283
 BY0283  STATE/COUNTY-  TX/NACOGDOCHES
 BY0283  USGS QUAD   -  MELROSE (1984)
 BY0283
 BY0283                         *CURRENT SURVEY CONTROL
 BY0283  ___________________________________________________________________
 BY0283* NAD 83(1993)-  31 33 26.95723(N)    094 28 15.09379(W)     ADJUSTED  
 BY0283* NAVD 88     -       132.33   (+/-2cm)     434.2    (feet)  VERTCON   
 BY0283  ___________________________________________________________________
 BY0283  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BY0283  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY0283
 BY0283  HORZ ORDER  -  SECOND
 BY0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0283
 BY0283.The horizontal coordinates were established by classical geodetic methods
 BY0283.and adjusted by the National Geodetic Survey in February 1996..
 BY0283
 BY0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0283.The vertical order pertains to the NGVD 29 superseded value.
 BY0283
 BY0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0283
 BY0283.The geoid height was determined by GEOID03.
 BY0283
 BY0283;                    North         East     Units Scale Factor Converg.
 BY0283;SPC TX C     - 3,224,273.663 1,256,310.301   MT  0.99992870   +3 01 10.3
 BY0283;SPC TX C     -10,578,304.51  4,121,744.71   sFT  0.99992870   +3 01 10.3
 BY0283;UTM  15      - 3,492,326.207   360,399.385   MT  0.99984036   -0 46 11.7
 BY0283
 BY0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0283!SPC TX C     -   0.99998348  x   0.99992870  =   0.99991218
 BY0283!UTM  15      -   0.99998348  x   0.99984036  =   0.99982384
 BY0283
 BY0283|---------------------------------------------------------------------|
 BY0283| PID    Reference Object                     Distance      Geod. Az  |
 BY0283|                                                           dddmmss.s |
 BY0283| BY0284 MELROSE RM 1                                       05437     |
 BY0283| BY0286 MELROSE RM 3                         22.647 METERS 30320     |
 BY0283| BY0285 MELROSE RM 2                         22.708 METERS 30327     |
 BY0283| BY1188 BAKER                               APPROX. 8.5 KM 3042032.1 |
 BY0283| BY0287 MELROSE AZ MK                                      3085009.3 |
 BY0283|---------------------------------------------------------------------|
 BY0283
 BY0283                          SUPERSEDED SURVEY CONTROL
 BY0283
 BY0283  NAD 83(1986)-  31 33 26.96832(N)    094 28 15.08223(W) AD(       ) 2
 BY0283  NAD 27      -  31 33 26.31100(N)    094 28 14.33600(W) AD(       ) 2
 BY0283  NGVD 29 (??/??/92)  132.378  (m)          434.31   (f) ADJ UNCH    2 0
 BY0283
 BY0283.Superseded values are not recommended for survey control.
 BY0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0283.See file dsdata.txt to determine how the superseded data were derived.
 BY0283
 BY0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6039992326(NAD 83)
 BY0283_MARKER: DS = TRIANGULATION STATION DISK
 BY0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0283_STAMPING: MELROSE 1948
 BY0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0283+STABILITY: SURFACE MOTION
 BY0283
 BY0283  HISTORY     - Date     Condition        Report By
 BY0283  HISTORY     - 1949     MONUMENTED       CGS
 BY0283  HISTORY     - 1949     GOOD             NGS
 BY0283  HISTORY     - 1963     GOOD             CGS
 BY0283  HISTORY     - 1963     GOOD             NGS
 BY0283  HISTORY     - 1980     GOOD             NGS
 BY0283  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0283
 BY0283                          STATION DESCRIPTION
 BY0283
 BY0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY0283'STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF NACOGDOCHES
 BY0283'AND 0.75 MILE EAST OF THE VILLAGE OF MELROSE ON THE SOUTH
 BY0283'SIDE OF STATE HIGHWAY 21.  IT IS ON THE WEST SLOPE OF THE CUT
 BY0283'BANK ABOUT 15 FEET ABOVE THE HIGHWAY, 56.5 FEET SOUTH OF THE
 BY0283'CENTER OF THE HIGHWAY, 13 FEET WEST-NORTHWEST OF A PINE TREE
 BY0283'USED AS A FENCE POST AT A JOG IN THE FENCE LINE AND ABOUT 210
 BY0283'FEET SOUTHEAST OF A Y-INTERSECTION FORMED BY THE HIGHWAY AND A
 BY0283'DIRT ROAD RUNNING EAST.  IT IS STAMPED MELROSE 1948 AND
 BY0283'PROJECTS 1 INCH.
 BY0283'
 BY0283'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION,
 BY0283'44 FEET NORTH OF THE CENTER OF THE HIGHWAY ON THE SOUTHWEST
 BY0283'SLOPE OF THE CUT BANK AND ABOUT THE SAME ELEVATION AS THE ROAD
 BY0283'BED.  IT IS STAMPED MELROSE NO 1 1948 AND PROJECTS 3 INCHES.
 BY0283'*A SLOPE MEASUREMENT WAS TAKEN TO THIS MARK.
 BY0283'
 BY0283'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF THE EAST-WEST FENCE
 BY0283'AND 58.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  IT IS STAMPED
 BY0283'MELROSE NO 2 1948 AND PROJECTS 3 INCHES.
 BY0283'
 BY0283'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 27 FEET NORTH OF THE
 BY0283'CENTER OF STATE HIGHWAY 21, 1 FOOT SOUTH OF THE FENCE LINE
 BY0283'AND IS ACROSS THE HIGHWAY NORTH OF A FARM HOUSE.  IT IS STAMPED
 BY0283'MELROSE 1948 AND PROJECTS 3 INCHES.
 BY0283'
 BY0283'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 21 (1.1 MILES
 BY0283'EAST OF THE NACOGDOCHES POST OFFICE), GO SOUTHEASTERLY ON STATE
 BY0283'21 FOR 9.55 MILES TO THE VILLAGE OF MELROSE, CONTINUE FOR 0.5
 BY0283'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.25
 BY0283'MILE TO THE STATION ON THE RIGHT.
 BY0283'
 BY0283'A 113 FOOT SIGNAL AT BAKER IS VISIBLE AT 15 FEET.
 BY0283'
 BY0283'A 100 FOOT SIGNAL AT HOLT 1919 IS VISIBLE AT 30 FEET.
 BY0283'
 BY0283'A 100 FOOT SIGNAL AT CHIRENO IS VISIBLE AT 30 FEET.
 BY0283'
 BY0283'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BY0283
 BY0283                          STATION RECOVERY (1949)
 BY0283
 BY0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY0283'0.95 MI SE FROM MELROSE.
 BY0283'0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE ELEMENTARY SCHOOL
 BY0283'AT MELROSE, AT A ROAD JUNCTION WITH A ROAD LEADING EAST, 299.0 FEET
 BY0283'SOUTHEAST OF THE CENTER OF THE ROAD JUNCTION, 57.5 FEET SOUTHWEST OF
 BY0283'AND 10.0 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 55.7 FEET
 BY0283'NORTHWEST OF A BRACED POWER POLE AT A POINT WHERE THE POWER LINE
 BY0283'TURNS, 10.0 FEET NORTHEAST OF A FENCE, 6.8 FEET SOUTHWEST OF A
 BY0283'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 BY0283'FOOT ABOVE THE GROUND.
 BY0283
 BY0283                          STATION RECOVERY (1963)
 BY0283
 BY0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 BY0283'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 BY0283'GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 BY0283'WERE FOUND TO BE DESTROYED.  THE MARKS WERE DESTROYED WHEN
 BY0283'STATE HIGHWAY 21 WAS WIDENED.  A NEW REFERENCE MARK NO. 3 WAS
 BY0283'SET.
 BY0283'
 BY0283'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--THE STATION IS
 BY0283'ABOUT 11 MILES EAST-SOUTHEAST OF NACOGDOCHES AND 3/4 MILE EAST
 BY0283'OF THE VILLAGE OF MELROSE, ON STATE LAND ALONG U.S. HIGHWAY
 BY0283'21.  THE STATION IS ON A CUT BANK ABOUT 15 FEET ABOVE THE ROAD.
 BY0283'
 BY0283'TO REACH THE STATION FROM THE POST OFFICE IN NACOGDOCHES, GO
 BY0283'EAST ON STATE HIGHWAY 21 FOR 1.3 MILES TO THE JUNCTION OF STATE
 BY0283'HIGHWAY 7.  CONTINUE EASTERLY ON STATE HIGHWAY 21 FOR 9.7
 BY0283'MILES TO MELROSE (AT A GROCERY AND GAS STATION).  CONTINUE
 BY0283'ON STATE HIGHWAY 21 FOR 0.9 MILES TO STATION ON THE RIGHT.
 BY0283'
 BY0283'STATION MARK, A STANDARD DISK STAMPED MELROSE 1948, IS SET
 BY0283'IN A ROUND CONCRETE POST WHICH IS 8 INCHES IN DIAMETER AND
 BY0283'IT PROJECTS 2 INCHES.  THE STATION IS 210 FEET SOUTHEAST OF A
 BY0283'Y-INTERSECTION FORMED BY THE HIGHWAY AND A DIRT ROAD RUNNING
 BY0283'EAST, 56 FEET NORTHWEST OF A POWER LINE POLE, 13 FEET NORTHWEST
 BY0283'OF A PINE TREE USED AS A CORNER FENCE POST, AND 1 FOOT SOUTH
 BY0283'OF A METAL WITNESS POST.
 BY0283'
 BY0283'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MELROSE NO 1
 BY0283'1948, IS SET IN A ROUND CONCRETE POST ON THE SOUTHWEST SLOPE
 BY0283'OF A CUT BANK ABOUT THE SAME ELEVATION AS THE ROAD BED, 86
 BY0283'FEET WEST OF A POWER LINE POLE, AND 44 FEET NORTH OF THE CENTER
 BY0283'LINE OF HIGHWAY.
 BY0283'
 BY0283'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MELROSE NO 3
 BY0283'1948, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 BY0283'IT IS 225 FEET EAST OF THE NORTHEAST CORNER OF A FARMHOUSE, AND
 BY0283'58 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY.
 BY0283'
 BY0283'NO OBJECTS WERE VISIBLE FROM THE GROUND TO SET AN AZIMUTH MARK.
 BY0283
 BY0283                          STATION RECOVERY (1963)
 BY0283
 BY0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BY0283'RECOVERED IN GOOD CONDITION.
 BY0283
 BY0283                          STATION RECOVERY (1980)
 BY0283
 BY0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BY0283'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH AND
 BY0283'REFERENCE MARKS 1 AND 3 WERE NOT FOUND.  REFERENCE MARKS 4 AND 5 WERE
 BY0283'SET AT THIS TIME.  THERE IS NO PLACE SUITABLE FOR AN AZIMUTH MARK.  A
 BY0283'COMPLETE DESCRIPTION FOLLOWS.
 BY0283'
 BY0283'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF NACOGDOCHES, A HALF
 BY0283'MILE SOUTHEAST OF MELROSE AND ALONG THE SOUTHEAST SIDE OF STATE
 BY0283'HIGHWAY 21 ON A HIGHWAY CUT BANK ABOUT 15 FEET HIGH.
 BY0283'
 BY0283'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 7 AND 21 1
 BY0283'MILE SOUTHEAST OF NACOGDOCHES, GO SOUTHEAST ON STATE HIGHWAY 21
 BY0283'FOR 9.6 MILES TO THE VILLAGE OF MELROSE.  CONTINUE SOUTHEAST FOR 0.8
 BY0283'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 BY0283'
 BY0283'THE STATION IS A STANDARD DISK SET IN THE TOP OF ROUND CONCRETE POST
 BY0283'FLUSH WITH THE GROUND AND STAMPED---MELROSE 1948---.  IT IS 53 FEET
 BY0283'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 6 FEET NORTHWEST OF A FENCE, 4
 BY0283'FEET SOUTHEAST OF THE EDGE OF THE CUT BANK AND 0.6 FOOT WEST OF A
 BY0283'WITNESS POST.
 BY0283'
 BY0283'REFERENCE MARK 4 IS A PRECAST ALUMINUM MARK IMBEDDED IN THE GROUND
 BY0283'PROJECTING 3 INCHES AND STAMPED---MELROSE NO 4 1980---.  IT IS 6 FEET
 BY0283'SOUTHEAST OF THE EDGE OF THE CUT BANK, 5 FEET SOUTHEAST OF A HIGHWAY
 BY0283'RIGHT OF WAY MARKER AND 1.7 FEET NORTHWEST OF A FENCE.
 BY0283'
 BY0283'REFERENCE MARK 5 IS A PRECAST ALUMINUM MARK IMBEDDED IN THE GROUND
 BY0283'PROJECTING 2 INCHES AND STAMPED---MELROSE NO5 1980---.  IT IS 10
 BY0283'FEET SOUTHEAST OF THE EDGE OF THE CUT BANK, 2.8 FEET NORTH OF A PINE
 BY0283'TREE USED AS A FENCE POST AND 1 FOOT NORTHWEST OF A FENCE.
 BY0283
 BY0283                          STATION RECOVERY (1998)
 BY0283
 BY0283'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0287 ***********************************************************************
 BY0287  DESIGNATION -  MELROSE AZ MK
 BY0287  PID         -  BY0287
 BY0287  STATE/COUNTY-  TX/NACOGDOCHES
 BY0287  USGS QUAD   -  MELROSE (1984)
 BY0287
 BY0287                         *CURRENT SURVEY CONTROL
 BY0287  ___________________________________________________________________
 BY0287* NAD 83(1986)-  31 33 37.     (N)    094 28 27.     (W)     SCALED    
 BY0287* NAVD 88     -       121.61   (+/-2cm)     399.0    (feet)  VERTCON   
 BY0287  ___________________________________________________________________
 BY0287  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY0287
 BY0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0287
 BY0287.The horizontal coordinates were scaled from a topographic map and have
 BY0287.an estimated accuracy of +/- 6 seconds.
 BY0287
 BY0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0287.The vertical order pertains to the NGVD 29 superseded value.
 BY0287
 BY0287.The geoid height was determined by GEOID03.
 BY0287
 BY0287;                    North         East    Units  Estimated Accuracy
 BY0287;SPC TX C     - 3,224,570.    1,255,980.      MT  (+/- 180 meters Scaled)
 BY0287
 BY0287                          SUPERSEDED SURVEY CONTROL
 BY0287
 BY0287  NGVD 29 (??/??/92)  121.656  (m)          399.13   (f) ADJ UNCH    2 0
 BY0287
 BY0287.Superseded values are not recommended for survey control.
 BY0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0287.See file dsdata.txt to determine how the superseded data were derived.
 BY0287
 BY0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ600926(NAD 83)
 BY0287_MARKER: DZ = AZIMUTH MARK DISK
 BY0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0287_STAMPING: MELROSE 1948
 BY0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0287+STABILITY: SURFACE MOTION
 BY0287
 BY0287  HISTORY     - Date     Condition        Report By
 BY0287  HISTORY     - 1948     MONUMENTED       CGS
 BY0287  HISTORY     - 1949     GOOD             NGS
 BY0287  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0287
 BY0287                          STATION DESCRIPTION
 BY0287
 BY0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0287'0.65 MI SE FROM MELROSE.
 BY0287'0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE ELEMENTARY SCHOOL
 BY0287'AT MELROSE, 0.3 MILE NORTHWEST OF A JUNCTION WITH A ROAD LEADING EAST,
 BY0287'DIRECTLY ACROSS THE HIGHWAY FROM THE C. E. DYER RESIDENCE, 92.0 FEET
 BY0287'NORTH NORTHWEST OF AND ACROSS THE HIGHWAY FROM A 36-INCH OAK TREE,
 BY0287'40.5 FEET SOUTH OF A POWER POLE, 26.9 FEET NORTHEAST OF THE CENTER
 BY0287'LINE OF THE HIGHWAY, 1.8 FEET NORTHWEST OF A REFERENCE POST, 1.1 FEET
 BY0287'SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0287'0.2 FOOT ABOVE THE GROUND.
 BY0287
 BY0287                          STATION RECOVERY (1998)
 BY0287
 BY0287'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0284 ***********************************************************************
 BY0284  DESIGNATION -  MELROSE RM 1
 BY0284  PID         -  BY0284
 BY0284  STATE/COUNTY-  TX/NACOGDOCHES
 BY0284  USGS QUAD   -  MELROSE (1984)
 BY0284
 BY0284                         *CURRENT SURVEY CONTROL
 BY0284  ___________________________________________________________________
 BY0284* NAD 83(1986)-  31 33 27.     (N)    094 28 15.     (W)     SCALED    
 BY0284* NAVD 88     -       129.43   (+/-2cm)     424.6    (feet)  VERTCON   
 BY0284  ___________________________________________________________________
 BY0284  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY0284
 BY0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0284
 BY0284.The horizontal coordinates were scaled from a topographic map and have
 BY0284.an estimated accuracy of +/- 6 seconds.
 BY0284
 BY0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0284.The vertical order pertains to the NGVD 29 superseded value.
 BY0284
 BY0284.The geoid height was determined by GEOID03.
 BY0284
 BY0284;                    North         East    Units  Estimated Accuracy
 BY0284;SPC TX C     - 3,224,280.    1,256,310.      MT  (+/- 180 meters Scaled)
 BY0284
 BY0284                          SUPERSEDED SURVEY CONTROL
 BY0284
 BY0284  NGVD 29 (??/??/92)  129.470  (m)          424.77   (f) ADJ UNCH    2 0
 BY0284
 BY0284.Superseded values are not recommended for survey control.
 BY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0284.See file dsdata.txt to determine how the superseded data were derived.
 BY0284
 BY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ604923(NAD 83)
 BY0284_MARKER: DR = REFERENCE MARK DISK
 BY0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0284_STAMPING: MELROSE NO 1 1948
 BY0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0284+STABILITY: SURFACE MOTION
 BY0284
 BY0284  HISTORY     - Date     Condition        Report By
 BY0284  HISTORY     - 1948     MONUMENTED       CGS
 BY0284  HISTORY     - 1949     GOOD             NGS
 BY0284  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0284
 BY0284                          STATION DESCRIPTION
 BY0284
 BY0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0284'0.95 MI SE FROM MELROSE.
 BY0284'0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE ELEMENTARY SCHOOL
 BY0284'AT MELROSE, AT A JUNCTION WITH A ROAD LEADING EAST, 264.0 FEET
 BY0284'SOUTHEAST OF THE CENTER OF THE ROAD JUNCTION, 107.9 FEET EAST
 BY0284'NORTHEAST OF TRIANGULATION STATION MELROSE 1948, 63.0 FEET SOUTH OF
 BY0284'THE CENTER LINE OF THE ROAD LEADING EAST, 44.2 FEET NORTHEAST OF AND
 BY0284'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON THE WEST SLOPE OF A
 BY0284'BANK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 BY0284'ABOVE THE GROUND.
 BY0284
 BY0284                          STATION RECOVERY (1998)
 BY0284
 BY0284'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0286 ***********************************************************************
 BY0286  DESIGNATION -  MELROSE RM 3
 BY0286  PID         -  BY0286
 BY0286  STATE/COUNTY-  TX/NACOGDOCHES
 BY0286  USGS QUAD   -  MELROSE (1984)
 BY0286
 BY0286                         *CURRENT SURVEY CONTROL
 BY0286  ___________________________________________________________________
 BY0286* NAD 83(1986)-  31 33 27.     (N)    094 28 15.     (W)     SCALED    
 BY0286* NAVD 88     -       131.43   (+/-2cm)     431.2    (feet)  VERTCON   
 BY0286  ___________________________________________________________________
 BY0286  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY0286
 BY0286  VERT ORDER  -  THIRD (See Below)
 BY0286
 BY0286.The horizontal coordinates were scaled from a topographic map and have
 BY0286.an estimated accuracy of +/- 6 seconds.
 BY0286
 BY0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0286.The vertical order pertains to the NGVD 29 superseded value.
 BY0286
 BY0286.The geoid height was determined by GEOID03.
 BY0286
 BY0286;                    North         East    Units  Estimated Accuracy
 BY0286;SPC TX C     - 3,224,280.    1,256,310.      MT  (+/- 180 meters Scaled)
 BY0286
 BY0286                          SUPERSEDED SURVEY CONTROL
 BY0286
 BY0286  NGVD 29 (01/29/03)  131.47   (m)          431.3    (f) RESET       3  
 BY0286
 BY0286.Superseded values are not recommended for survey control.
 BY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0286.See file dsdata.txt to determine how the superseded data were derived.
 BY0286
 BY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ604923(NAD 83)
 BY0286_MARKER: DR = REFERENCE MARK DISK
 BY0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0286_STAMPING: MELROSE NO 3 1948
 BY0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0286+STABILITY: SURFACE MOTION
 BY0286
 BY0286  HISTORY     - Date     Condition        Report By
 BY0286  HISTORY     - 1963     MONUMENTED       CGS
 BY0286  HISTORY     - 1963     GOOD             NGS
 BY0286  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0286
 BY0286                          STATION DESCRIPTION
 BY0286
 BY0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BY0286'0.9 MI E FROM MELROSE.
 BY0286'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 21 FROM THE GROCERY AND GAS
 BY0286'STATION IN MELROSE, 160 FEET SOUTHEAST OF A Y-INTERSECTION FORMED BY
 BY0286'THE HIGHWAY AND A DIRT ROAD RUNNING EAST, 225 FEET EAST OF THE
 BY0286'NORTHEAST CORNER OF A FARMHOUSE, AND 58 FEET SOUTHWEST OF THE CENTER
 BY0286'LINE OF THE HIGHWAY.  A STANDARD REFERENCE MARK DISK SET IN A ROUND
 BY0286'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 BY0286
 BY0286                          STATION RECOVERY (1998)
 BY0286
 BY0286'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1121 ***********************************************************************
 CA1121  DESIGNATION -  MELVIN MUNICIPAL TANK
 CA1121  PID         -  CA1121
 CA1121  STATE/COUNTY-  TX/MCCULLOCH
 CA1121  USGS QUAD   -  MELVIN (1960)
 CA1121
 CA1121                         *CURRENT SURVEY CONTROL
 CA1121  ___________________________________________________________________
 CA1121* NAD 83(1993)-  31 11 47.04203(N)    099 34 52.81448(W)     ADJUSTED  
 CA1121* NAVD 88     -                                                        
 CA1121  ___________________________________________________________________
 CA1121  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CA1121  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CA1121
 CA1121  HORZ ORDER  -  THIRD
 CA1121
 CA1121.The horizontal coordinates were established by classical geodetic methods
 CA1121.and adjusted by the National Geodetic Survey in February 1996..
 CA1121
 CA1121
 CA1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1121
 CA1121.The geoid height was determined by GEOID03.
 CA1121
 CA1121;                    North         East     Units Scale Factor Converg.
 CA1121;SPC TX C     - 3,169,821.441   771,662.598   MT  0.99988751   +0 23 14.4
 CA1121;SPC TX C     -10,399,655.84  2,531,696.37   sFT  0.99988751   +0 23 14.4
 CA1121;UTM  14      - 3,451,513.920   444,615.638   MT  0.99963783   -0 18 04.0
 CA1121
 CA1121                          SUPERSEDED SURVEY CONTROL
 CA1121
 CA1121  NAD 83(1986)-  31 11 47.05087(N)    099 34 52.80022(W) AD(       ) 4
 CA1121  NAD 27      -  31 11 46.44093(N)    099 34 51.57265(W) AD(       ) 3
 CA1121
 CA1121.Superseded values are not recommended for survey control.
 CA1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1121.See file dsdata.txt to determine how the superseded data were derived.
 CA1121
 CA1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV4461651514(NAD 83)
 CA1121_MARKER: 53 = ELEVATED TANK
 CA1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA1121+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 CA1121
 CA1121  HISTORY     - Date     Condition        Report By
 CA1121  HISTORY     - 1971     FIRST OBSERVED   NGS
 CA1121  HISTORY     - 19990221 GOOD             USPSQD
 CA1121  HISTORY     - 20040828 GOOD             USPSQD
 CA1121
 CA1121                          STATION DESCRIPTION
 CA1121
 CA1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1121'THE INTERSECTED STATION IS THE MELVIN MUNICIPAL WATER TANK,
 CA1121'LOCATED 2 BLOCKS WEST AND 1 BLOCK SOUTH OF THE BANK BUILDING
 CA1121'IN MELVIN, TEXAS.  IT IS ABOUT 120 FEET HIGH.  65 FEET SOUTH
 CA1121'OF EAST-WEST STREET, AND 70 FEET WEST OF NORTH-SOUTH STREET.
 CA1121'
 CA1121'THE POINT OBSERVED IS THE CLEARANCE LIGHT ON TOP CENTER
 CA1121'OF THE TANK.
 CA1121'
 CA1121'INTERSECTED FROM PRICE ET 1971, SHELTON USC AND GS 1935,
 CA1121'AND KOTH ET 1971.
 CA1121
 CA1121                          STATION RECOVERY (1999)
 CA1121
 CA1121'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1121'RECOVERED IN GOOD CONDITION.
 CA1121
 CA1121                          STATION RECOVERY (2004)
 CA1121
 CA1121'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CA1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6738 ***********************************************************************
 AW6738  DESIGNATION -  MEMORIAL
 AW6738  PID         -  AW6738
 AW6738  STATE/COUNTY-  TX/HARRIS
 AW6738  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6738
 AW6738                         *CURRENT SURVEY CONTROL
 AW6738  ___________________________________________________________________
 AW6738* NAD 83(1993)-  29 45 54.01364(N)    095 26 00.72380(W)     ADJUSTED  
 AW6738* NAVD 88     -        18.9    (meters)      62.     (feet)  VERTCON   
 AW6738  ___________________________________________________________________
 AW6738  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6738  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW6738
 AW6738  HORZ ORDER  -  FIRST
 AW6738
 AW6738.The horizontal coordinates were established by classical geodetic methods
 AW6738.and adjusted by the National Geodetic Survey in February 1996..
 AW6738
 AW6738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6738
 AW6738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6738
 AW6738.The geoid height was determined by GEOID03.
 AW6738
 AW6738;                    North         East     Units Scale Factor Converg.
 AW6738;SPC TXSC     - 4,219,340.241   944,831.924   MT  0.99989132   +1 44 50.1
 AW6738;SPC TXSC     -13,842,952.11  3,099,836.07   sFT  0.99989132   +1 44 50.1
 AW6738;UTM  15      - 3,295,227.950   264,704.090   MT  1.00028315   -1 12 31.2
 AW6738
 AW6738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6738!SPC TXSC     -   1.00000134  x   0.99989132  =   0.99989266
 AW6738!UTM  15      -   1.00000134  x   1.00028315  =   1.00028449
 AW6738
 AW6738|---------------------------------------------------------------------|
 AW6738| PID    Reference Object                     Distance      Geod. Az  |
 AW6738|                                                           dddmmss.s |
 AW6738| CV6569 MEMORIAL RM 1                        25.959 METERS 09802     |
 AW6738| CV6568 MEMORIAL AZ MK                                     2724357.0 |
 AW6738| CV6570 MEMORIAL RM 2                        25.773 METERS 27800     |
 AW6738|---------------------------------------------------------------------|
 AW6738
 AW6738                          SUPERSEDED SURVEY CONTROL
 AW6738
 AW6738  NAD 83(1986)-  29 45 54.02795(N)    095 26 00.70506(W) AD(       ) 1
 AW6738  NAD 27      -  29 45 53.20658(N)    095 25 59.92121(W) AD(       ) 1
 AW6738  NGVD 29 (07/19/86)   18.9    (m)           62.     (f) VERT ANG       
 AW6738
 AW6738.Superseded values are not recommended for survey control.
 AW6738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6738.See file dsdata.txt to determine how the superseded data were derived.
 AW6738
 AW6738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6470495228(NAD 83)
 AW6738_MARKER: DS = TRIANGULATION STATION DISK
 AW6738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6738
 AW6738  HISTORY     - Date     Condition        Report By
 AW6738  HISTORY     - 1968     MONUMENTED       CGS
 AW6738  HISTORY     - 1987     GOOD             USPSQD
 AW6738  HISTORY     - 19931123 GOOD             USPSQD
 AW6738
 AW6738                          STATION DESCRIPTION
 AW6738
 AW6738'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6738'THE STATION IS LOCATED ABOUT IN THE CENTER OF MEMORIAL PARK IN THE
 AW6738'MEDIAN OF MEMORIAL DRIVE, ABOUT 4-1/4 MILES WEST OF THE CENTER OF
 AW6738'HOUSTON, 3-1/2 MILES NORTH OF WEST UNIVERSITY PLACE, 1-3/4 MILES
 AW6738'SOUTH-EAST OF THE JUNCTION OF INTERSTATE HIGHWAYS 610 AND 1) AND
 AW6738'ON ROAD RIGHT-OF-WAY.
 AW6738'
 AW6738'TO REACH THE STATION FROM THE JUNCTION OF MEMORIAL DRIVE AND S
 AW6738'SHEPARD DRIVE, GO WEST ON MEMORIAL DRIVE FOR 1.6 MILES TO THE
 AW6738'STATION ON THE LEFT IN THE CENTER OF THE MEDIAN.
 AW6738'
 AW6738'THE STATION MARK IS A STANDARD DISK STAMPED MEMORIAL 1968, SET IN
 AW6738'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6738'GROUND.  IT IS 57 FEET SOUTH OF METAL STREET LAMP POLE NO. 17363,
 AW6738'19 FEET SOUTH OF THE SOUTH CURB OF THE WEST BOUND LANES OF
 AW6738'MEMORIAL DRIVE, 18 FEET NORTH OF THE NORTH CURB OF THE EAST BOUND
 AW6738'LANES OF MEMORIAL DRIVE AND 16.6 FEET WEST-NORTHWEST OF AN 11
 AW6738'INCH OAK TREE WITH TRIANGULAR BLAZE.
 AW6738'
 AW6738'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MEMORIAL NO 1 1968,
 AW6738'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 AW6738'WITH THE GROUND.  IT IS 22 FEET NORTH OF THE NORTH CURB OF THE EAST
 AW6738'BOUND LANE AND 14.2 FEET SOUTH OF THE SOUTH CURB OF THE WEST BOUND
 AW6738'LANES.
 AW6738'
 AW6738'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MEMORIAL NO 2 1968 SET
 AW6738'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6738'THE GROUND.  IT IS 52 FEET NORTH OF METAL STREET LAMP POLE NO.
 AW6738'17364, 22 FEET SOUTH OF THE SOUTH CURB OF THE WEST BOUND LANES AND
 AW6738'15 FEET NORTH OF THE NORTH
 AW6738'CURB OF THE EAST BOUND LANES.
 AW6738'
 AW6738'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MEMORIAL 1968, CEMENTED
 AW6738'IN A DRILL HOLE IN A CONCRETE STORM DRAIN WHICH PROJECTS 1 FOOT
 AW6738'ABOVE THE ROAD SURFACE.  IT IS 44 FEET SOUTHEAST OF METAL STREET
 AW6738'LANES OF MEMORIAL DRIVE, 22 FEET WEST OF THE CENTER OF S PICNIC
 AW6738'DRIVE AND 1.4 FEET EAST OF A METAL WITNESS POST.
 AW6738'
 AW6738'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MEMORIAL
 AW6738'DRIVE FOR 0.45 MILE TO A SIDE ROAD LEFT (S PICNIC DRIVE) AND THE
 AW6738'MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 AW6738'
 AW6738'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
 AW6738
 AW6738                          STATION RECOVERY (1987)
 AW6738
 AW6738'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6738'RECOVERED IN GOOD CONDITION.
 AW6738
 AW6738                          STATION RECOVERY (1993)
 AW6738
 AW6738'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0914 ***********************************************************************
 EN0914  DESIGNATION -  MEMPHIS
 EN0914  PID         -  EN0914
 EN0914  STATE/COUNTY-  TX/HALL
 EN0914  USGS QUAD   -  MEMPHIS (1985)
 EN0914
 EN0914                         *CURRENT SURVEY CONTROL
 EN0914  ___________________________________________________________________
 EN0914* NAD 83(1993)-  34 43 34.15693(N)    100 32 44.95433(W)     ADJUSTED  
 EN0914* NAVD 88     -       628.88   (+/-2cm)    2063.3    (feet)  VERTCON   
 EN0914  ___________________________________________________________________
 EN0914  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 EN0914  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EN0914
 EN0914  HORZ ORDER  -  THIRD
 EN0914  VERT ORDER  -  ? (See Below)
 EN0914
 EN0914.The horizontal coordinates were established by classical geodetic methods
 EN0914.and adjusted by the National Geodetic Survey in February 1996..
 EN0914
 EN0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0914.The vertical order pertains to the NGVD 29 superseded value.
 EN0914
 EN0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0914
 EN0914.The geoid height was determined by GEOID03.
 EN0914
 EN0914;                    North         East     Units Scale Factor Converg.
 EN0914;SPC TX N     - 1,080,980.199   287,391.663   MT  0.99998322   +0 33 10.7
 EN0914;SPC TX N     - 3,546,515.87    942,884.15   sFT  0.99998322   +0 33 10.7
 EN0914;UTM  14      - 3,843,763.122   358,466.899   MT  0.99984690   -0 52 50.6
 EN0914
 EN0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0914!SPC TX N     -   0.99990562  x   0.99998322  =   0.99988884
 EN0914!UTM  14      -   0.99990562  x   0.99984690  =   0.99975253
 EN0914
 EN0914|---------------------------------------------------------------------|
 EN0914| PID    Reference Object                     Distance      Geod. Az  |
 EN0914|                                                           dddmmss.s |
 EN0914| CX7755 MEMPHIS RM 1                         23.150 METERS 08149     |
 EN0914| CX7756 MEMPHIS RM 2 AZIMUTH                               09229     |
 EN0914| EN0760 MEMPHIS CTHSE TIP OF FLAGPOLE       APPROX. 0.9 KM 0995716.3 |
 EN0914| EN0666 BEARD                               APPROX. 6.1 KM 1274317.9 |
 EN0914| CX7757 MEMPHIS RM 3                         24.426 METERS 18259     |
 EN0914|---------------------------------------------------------------------|
 EN0914
 EN0914                          SUPERSEDED SURVEY CONTROL
 EN0914
 EN0914  NAD 83(1993)-  34 43 34.15757(N)    100 32 44.95309(W) AD(       ) 3
 EN0914  NAD 83(1986)-  34 43 34.16196(N)    100 32 44.94679(W) AD(       ) 3
 EN0914  NAD 27      -  34 43 33.97600(N)    100 32 43.49600(W) AD(       ) 3
 EN0914  NGVD 29 (??/??/92)  628.577  (m)         2062.26   (f) ADJ UNCH    ?  
 EN0914
 EN0914.Superseded values are not recommended for survey control.
 EN0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0914.See file dsdata.txt to determine how the superseded data were derived.
 EN0914
 EN0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5846743763(NAD 83)
 EN0914_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EN0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0914+STABILITY: SURFACE MOTION
 EN0914
 EN0914  HISTORY     - Date     Condition        Report By
 EN0914  HISTORY     - 1935     MONUMENTED       CGS
 EN0914  HISTORY     - 1966     GOOD             CGS
 EN0914
 EN0914                          STATION DESCRIPTION
 EN0914
 EN0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0914'STATION IS LOCATED ON THE SENIOR HIGH SCHOOL GROUNDS IN THE TOWN
 EN0914'OF MEMPHIS.  IT IS 7 BLOCKS W AND 1 BLOCK N OF THE COURTHOUSE
 EN0914'AT THE NW CORNER OF THE SCHOOL GROUNDS AND THE SE CORNER OF
 EN0914'THE INTERSECTION OF THIRTEENTH AND BRICE STREETS.  MARK IS
 EN0914'SET 42 FEET E OF THE N-S STREET, 51 FEET S OF THE E-W STREET,
 EN0914'AND 195 FEET NW OF THE NW CORNER OF THE SCHOOL BUILDING.
 EN0914'
 EN0914'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EN0914'DISKS SET IN THE TOP OF CONCRETE CYLINDERS.
 EN0914'
 EN0914'REFERENCE MARK NO. 1 IS E OF STATION AND 41 FEET S OF CENTER
 EN0914'LINE OF E-W STREET.
 EN0914'
 EN0914'REFERENCE MARK NO. 2 IS 2 BLOCKS E OF STATION IN THE NE CORNER
 EN0914'OF THE SCHOOL LOT, 40 FEET W OF N-S STREET, AND 75 FEET S OF
 EN0914'E-W STREET.
 EN0914'
 EN0914'REFERENCE MARK NO. 3 IS S OF STATION AND 38.5 FEET E OF CENTER
 EN0914'LINE OF N-S STREET.
 EN0914'
 EN0914'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 EN0914
 EN0914                          STATION RECOVERY (1966)
 EN0914
 EN0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 EN0914'THE STATION WAS VISITED.  THE STATION MARK AND REFERENCE MARK
 EN0914'NO. 1 WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NOS 2
 EN0914'AND 3 WERE NOT FOUND.  THE AREA SURROUNDING THE STATION HAS
 EN0914'BEEN FILLED WITH APPROXIMATELY ONE FOOT OF SOIL AND SEEDED
 EN0914'FOR ATHLETIC FIELD.
 EN0914'
 EN0914'THE STATION MARK IS 207.1 FEET NORTHWEST OF THE NORTHWEST CORNER
 EN0914'OF THE MAIN SCHOOL BUILDING, 53.0 FEET SOUTH OF CENTERLINE OF
 EN0914'THE EAST-WEST STREET, 44.0 FEET EAST OF CENTERLINE OF THE
 EN0914'NORTH-SOUTH STREET, 27.5 FEET EAST OF THE EAST CURB OF THE
 EN0914'NORTH-SOUTH STREET AND 13.1 FEET SOUTH OF THE SOUTH EDGE OF
 EN0914'SIDEWALK WHICH PARALLELS THE EAST-WEST STREET.  THE MARK IS
 EN0914'10 INCHES BELOW THE SURFACE OF THE GROUND.
 EN0914'
 EN0914'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF THE SOUTH EDGE OF
 EN0914'SIDEWALK WHICH PARALLELS THE EAST-WEST STREET.  IT IS APPROXIMATELY
 EN0914'2 INCHES BELOW THE GROUND SURFACE.
 EN0914'
 EN0914'STAMPINGS ON DISKS WAS VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0169 ***********************************************************************
 EN0169  DESIGNATION -  MEMPHIS BM
 EN0169  PID         -  EN0169
 EN0169  STATE/COUNTY-  TX/HALL
 EN0169  USGS QUAD   -  MEMPHIS (1985)
 EN0169
 EN0169                         *CURRENT SURVEY CONTROL
 EN0169  ___________________________________________________________________
 EN0169* NAD 83(1986)-  34 43 30.     (N)    100 32 21.     (W)     SCALED    
 EN0169* NAVD 88     -       628.885  (meters)    2063.27   (feet)  ADJUSTED  
 EN0169  ___________________________________________________________________
 EN0169  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EN0169  DYNAMIC HT  -         628.182 (meters)    2060.96  (feet)  COMP
 EN0169  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 EN0169
 EN0169  VERT ORDER  -  FIRST     CLASS II
 EN0169
 EN0169.The horizontal coordinates were scaled from a topographic map and have
 EN0169.an estimated accuracy of +/- 6 seconds.
 EN0169
 EN0169.The orthometric height was determined by differential leveling
 EN0169.and adjusted by the National Geodetic Survey in June 1991..
 EN0169
 EN0169.The geoid height was determined by GEOID03.
 EN0169
 EN0169.The dynamic height is computed by dividing the NAVD 88
 EN0169.geopotential number by the normal gravity value computed on the
 EN0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0169.degrees latitude (g = 980.6199 gals.).
 EN0169
 EN0169.The modeled gravity was interpolated from observed gravity values.
 EN0169
 EN0169;                    North         East    Units  Estimated Accuracy
 EN0169;SPC TX N     - 1,080,860.      288,000.      MT  (+/- 180 meters Scaled)
 EN0169
 EN0169                          SUPERSEDED SURVEY CONTROL
 EN0169
 EN0169  NGVD 29 (??/??/92)  628.577  (m)         2062.26   (f) ADJ UNCH    1 2
 EN0169
 EN0169.Superseded values are not recommended for survey control.
 EN0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0169.See file dsdata.txt to determine how the superseded data were derived.
 EN0169
 EN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD590436(NAD 83)
 EN0169_MARKER: DB = BENCH MARK DISK
 EN0169_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EN0169+WITH SETTING: PAVEMENT
 EN0169_STAMPING: MEMPHIS 1932
 EN0169_MARK LOGO: CGS   
 EN0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0169+STABILITY: SURFACE MOTION
 EN0169
 EN0169  HISTORY     - Date     Condition        Report By
 EN0169  HISTORY     - 1933     MONUMENTED       CGS
 EN0169  HISTORY     - 1933     GOOD             NGS
 EN0169  HISTORY     - 1934     GOOD             NGS
 EN0169  HISTORY     - 1984     GOOD             NGS
 EN0169
 EN0169                          STATION DESCRIPTION
 EN0169
 EN0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0169'IN MEMPHIS.
 EN0169'AT POST OFFICE, ON WEST SIDE OF BUILDING, 1.5 FEET FROM NORTHWEST
 EN0169'CORNER, SET HORIZONTAL IN TOP OF CONCRETE CUTOFF BOX.
 EN0169
 EN0169                          STATION RECOVERY (1934)
 EN0169
 EN0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0169'RECOVERED IN GOOD CONDITION.
 EN0169
 EN0169                          STATION RECOVERY (1984)
 EN0169
 EN0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0169'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MEMPHIS,
 EN0169'IN THE NORTHEAST CORNER OF A CONCRETE WATER CUTOFF BOX AT THE
 EN0169'NORTHWEST CORNER OF THE POST OFFICE AT 712 MAIN STREET, 0.5 M (1.6 FT)
 EN0169'SOUTH OF THE NORTHWEST CORNER OF THE POST OFFICE, AND 0.1 M (0.3 FT)
 EN0169'WEST OF THE WEST FACE OF THE POST OFFICE.  STAMPING--MEMPHIS 1933
 EN0169'2062.256.
 EN0169'THE MARK IS 0.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0753 ***********************************************************************
 EN0753  DESIGNATION -  MEMPHIS CAP ROCK TRANS SYS MST
 EN0753  PID         -  EN0753
 EN0753  STATE/COUNTY-  TX/DONLEY
 EN0753  USGS QUAD   -  GILES (1982)
 EN0753
 EN0753                         *CURRENT SURVEY CONTROL
 EN0753  ___________________________________________________________________
 EN0753* NAD 83(1993)-  34 48 18.23814(N)    100 36 13.82921(W)     ADJUSTED  
 EN0753* NAVD 88     -                                                        
 EN0753  ___________________________________________________________________
 EN0753  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 EN0753  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EN0753
 EN0753  HORZ ORDER  -  THIRD
 EN0753
 EN0753.The horizontal coordinates were established by classical geodetic methods
 EN0753.and adjusted by the National Geodetic Survey in February 1996..
 EN0753
 EN0753
 EN0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0753
 EN0753.The geoid height was determined by GEOID03.
 EN0753
 EN0753;                    North         East     Units Scale Factor Converg.
 EN0753;SPC TX N     - 1,089,684.038   281,998.439   MT  0.99996767   +0 31 09.7
 EN0753;SPC TX N     - 3,575,071.71    925,189.88   sFT  0.99996767   +0 31 09.7
 EN0753;UTM  14      - 3,852,598.178   353,293.848   MT  0.99986527   -0 54 56.2
 EN0753
 EN0753                          SUPERSEDED SURVEY CONTROL
 EN0753
 EN0753  NAD 83(1993)-  34 48 18.23938(N)    100 36 13.82819(W) AD(       ) 4
 EN0753  NAD 83(1986)-  34 48 18.24305(N)    100 36 13.82149(W) AD(       ) 4
 EN0753  NAD 27      -  34 48 18.06387(N)    100 36 12.34940(W) AD(       ) 3
 EN0753
 EN0753.Superseded values are not recommended for survey control.
 EN0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0753.See file dsdata.txt to determine how the superseded data were derived.
 EN0753
 EN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5329452598(NAD 83)
 EN0753_MARKER: 41 = ANTENNA MAST
 EN0753
 EN0753  HISTORY     - Date     Condition        Report By
 EN0753  HISTORY     - 1965     FIRST OBSERVED   CGS
 EN0753  HISTORY     - 1967     GOOD             CGS
 EN0753
 EN0753                          STATION DESCRIPTION
 EN0753
 EN0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0753'THE STATION IS THE CENTER OF THE TOP OF A 300 FOOT HIGH STEEL MAST,
 EN0753'LOCATED 7 MILES NORTH-NORTHWEST OF MEMPHIS, 5 MILES SOUTH SOUTHEAST
 EN0753'OF HEDLEY, 3/4 MILE SOUTH OF U. S. HIGHWAY 287 AND ABOUT 100 FEET
 EN0753'SOUTH OF AN EAST-WEST FENCE AND ON THE HIGHEST POINT IN THE
 EN0753'IMMEDIATE VICINITY.
 EN0753
 EN0753                          STATION RECOVERY (1967)
 EN0753
 EN0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0753'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0764 ***********************************************************************
 EN0764  DESIGNATION -  MEMPHIS COMPRESS TANK
 EN0764  PID         -  EN0764
 EN0764  STATE/COUNTY-  TX/HALL
 EN0764  USGS QUAD   -  MEMPHIS (1985)
 EN0764
 EN0764                         *CURRENT SURVEY CONTROL
 EN0764  ___________________________________________________________________
 EN0764* NAD 83(1993)-  34 43 55.52425(N)    100 32 22.32783(W)     ADJUSTED  
 EN0764* NAVD 88     -                                                        
 EN0764  ___________________________________________________________________
 EN0764  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 EN0764  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EN0764
 EN0764  HORZ ORDER  -  THIRD
 EN0764
 EN0764.The horizontal coordinates were established by classical geodetic methods
 EN0764.and adjusted by the National Geodetic Survey in February 1996..
 EN0764
 EN0764
 EN0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0764
 EN0764.The geoid height was determined by GEOID03.
 EN0764
 EN0764;                    North         East     Units Scale Factor Converg.
 EN0764;SPC TX N     - 1,081,644.174   287,960.894   MT  0.99998199   +0 33 23.8
 EN0764;SPC TX N     - 3,548,694.26    944,751.70   sFT  0.99998199   +0 33 23.8
 EN0764;UTM  14      - 3,844,412.557   359,052.485   MT  0.99984486   -0 52 38.2
 EN0764
 EN0764                          SUPERSEDED SURVEY CONTROL
 EN0764
 EN0764  NAD 83(1993)-  34 43 55.52547(N)    100 32 22.32648(W) AD(       ) 4
 EN0764  NAD 83(1986)-  34 43 55.52879(N)    100 32 22.32010(W) AD(       ) 4
 EN0764  NAD 27      -  34 43 55.34745(N)    100 32 20.86976(W) AD(       ) 3
 EN0764
 EN0764.Superseded values are not recommended for survey control.
 EN0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0764.See file dsdata.txt to determine how the superseded data were derived.
 EN0764
 EN0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5905244413(NAD 83)
 EN0764_MARKER: 53 = ELEVATED TANK
 EN0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EN0764+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 EN0764
 EN0764  HISTORY     - Date     Condition        Report By
 EN0764  HISTORY     - 1965     FIRST OBSERVED   CGS
 EN0764  HISTORY     - 1967     GOOD             CGS
 EN0764  HISTORY     - 20050519 GOOD             USPSQD
 EN0764
 EN0764                          STATION DESCRIPTION
 EN0764
 EN0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0764'THE STATION IS THE CENTER OF THE TOP OF A 150 FOOT HIGH ELEVATED
 EN0764'TANK, LOCATED ABOUT 450 FEET NORTHEAST OF U. S. HIGHWAY 287, 300
 EN0764'FEET NORTHEAST OF A RAILROAD TRACK AND ABOUT 1/2 MILE NORTH OF THE
 EN0764'CENTER OF THE TOWN OF MEMPHIS.
 EN0764
 EN0764                          STATION RECOVERY (1967)
 EN0764
 EN0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0764'THE STATION WAS RECOVERED.
 EN0764
 EN0764                          STATION RECOVERY (2005)
 EN0764
 EN0764'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EN0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0761 ***********************************************************************
 EN0761  DESIGNATION -  MEMPHIS RAD STA KBGH E MAST
 EN0761  PID         -  EN0761
 EN0761  STATE/COUNTY-  TX/HALL
 EN0761  USGS QUAD   -  MEMPHIS (1985)
 EN0761
 EN0761                         *CURRENT SURVEY CONTROL
 EN0761  ___________________________________________________________________
 EN0761* NAD 83(1993)-  34 41 08.13822(N)    100 30 28.27871(W)     ADJUSTED  
 EN0761* NAVD 88     -                                                        
 EN0761  ___________________________________________________________________
 EN0761  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 EN0761  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EN0761
 EN0761  HORZ ORDER  -  THIRD
 EN0761
 EN0761.The horizontal coordinates were established by classical geodetic methods
 EN0761.and adjusted by the National Geodetic Survey in February 1996..
 EN0761
 EN0761
 EN0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0761
 EN0761.The geoid height was determined by GEOID03.
 EN0761
 EN0761;                    North         East     Units Scale Factor Converg.
 EN0761;SPC TX N     - 1,076,515.094   290,913.894   MT  0.99999194   +0 34 29.9
 EN0761;SPC TX N     - 3,531,866.60    954,440.00   sFT  0.99999194   +0 34 29.9
 EN0761;UTM  14      - 3,839,211.969   361,875.829   MT  0.99983515   -0 51 29.6
 EN0761
 EN0761                          SUPERSEDED SURVEY CONTROL
 EN0761
 EN0761  NAD 83(1993)-  34 41 08.13845(N)    100 30 28.27801(W) AD(       ) 4
 EN0761  NAD 83(1986)-  34 41 08.14312(N)    100 30 28.27070(W) AD(       ) 4
 EN0761  NAD 27      -  34 41 07.94961(N)    100 30 26.82899(W) AD(       ) 3
 EN0761
 EN0761.Superseded values are not recommended for survey control.
 EN0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0761.See file dsdata.txt to determine how the superseded data were derived.
 EN0761
 EN0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6187639212(NAD 83)
 EN0761_MARKER: 42 = RADIO/TV MAST
 EN0761
 EN0761  HISTORY     - Date     Condition        Report By
 EN0761  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0761
 EN0761                          STATION DESCRIPTION
 EN0761
 EN0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0761'THE STATION IS THE CENTER OF THE TOP OF A 180 FOOT HIGH STEEL MAST,
 EN0761'LOCATED 2.3 MILES EAST AND 1.0 MILE SOUTH OF THE CENTER OF TOWN.  IT
 EN0761'IS ABOUT 100 YARDS WEST OF A FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0762 ***********************************************************************
 EN0762  DESIGNATION -  MEMPHIS RAD STA KBGH W MAST
 EN0762  PID         -  EN0762
 EN0762  STATE/COUNTY-  TX/HALL
 EN0762  USGS QUAD   -  MEMPHIS (1985)
 EN0762
 EN0762                         *CURRENT SURVEY CONTROL
 EN0762  ___________________________________________________________________
 EN0762* NAD 83(1993)-  34 41 09.57420(N)    100 30 31.28082(W)     ADJUSTED  
 EN0762* NAVD 88     -                                                        
 EN0762  ___________________________________________________________________
 EN0762  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 EN0762  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EN0762
 EN0762  HORZ ORDER  -  THIRD
 EN0762
 EN0762.The horizontal coordinates were established by classical geodetic methods
 EN0762.and adjusted by the National Geodetic Survey in February 1996..
 EN0762
 EN0762
 EN0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0762
 EN0762.The geoid height was determined by GEOID03.
 EN0762
 EN0762;                    North         East     Units Scale Factor Converg.
 EN0762;SPC TX N     - 1,076,558.575   290,837.038   MT  0.99999185   +0 34 28.2
 EN0762;SPC TX N     - 3,532,009.26    954,187.85   sFT  0.99999185   +0 34 28.2
 EN0762;UTM  14      - 3,839,257.352   361,800.096   MT  0.99983541   -0 51 31.3
 EN0762
 EN0762                          SUPERSEDED SURVEY CONTROL
 EN0762
 EN0762  NAD 83(1993)-  34 41 09.57443(N)    100 30 31.28012(W) AD(       ) 4
 EN0762  NAD 83(1986)-  34 41 09.57911(N)    100 30 31.27279(W) AD(       ) 4
 EN0762  NAD 27      -  34 41 09.38549(N)    100 30 29.83032(W) AD(       ) 3
 EN0762
 EN0762.Superseded values are not recommended for survey control.
 EN0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0762.See file dsdata.txt to determine how the superseded data were derived.
 EN0762
 EN0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6180039257(NAD 83)
 EN0762_MARKER: 42 = RADIO/TV MAST
 EN0762
 EN0762  HISTORY     - Date     Condition        Report By
 EN0762  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0762
 EN0762                          STATION DESCRIPTION
 EN0762
 EN0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0762'THE STATION IS THE CENTER OF THE TOP OF A 180 FOOT HIGH STEEL MAST,
 EN0762'LOCATED 2.3 MILES EAST AND 1.0 MILE SOUTH OF THE CENTER OF TOWN.  IT
 EN0762'IS ABOUT 150 YARDS WEST OF A FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0763 ***********************************************************************
 EN0763  DESIGNATION -  MEMPHIS REA RADIO STA MAST
 EN0763  PID         -  EN0763
 EN0763  STATE/COUNTY-  TX/HALL
 EN0763  USGS QUAD   -  MEMPHIS (1985)
 EN0763
 EN0763                         *CURRENT SURVEY CONTROL
 EN0763  ___________________________________________________________________
 EN0763* NAD 83(1993)-  34 42 31.55122(N)    100 31 21.87231(W)     ADJUSTED  
 EN0763* NAVD 88     -                                                        
 EN0763  ___________________________________________________________________
 EN0763  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 EN0763  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EN0763
 EN0763  HORZ ORDER  -  THIRD
 EN0763
 EN0763.The horizontal coordinates were established by classical geodetic methods
 EN0763.and adjusted by the National Geodetic Survey in February 1996..
 EN0763
 EN0763
 EN0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0763
 EN0763.The geoid height was determined by GEOID03.
 EN0763
 EN0763;                    North         East     Units Scale Factor Converg.
 EN0763;SPC TX N     - 1,079,071.750   289,524.371   MT  0.99998690   +0 33 58.9
 EN0763;SPC TX N     - 3,540,254.57    949,881.21   sFT  0.99998690   +0 33 58.9
 EN0763;UTM  14      - 3,841,802.189   360,550.895   MT  0.99983968   -0 52 01.9
 EN0763
 EN0763                          SUPERSEDED SURVEY CONTROL
 EN0763
 EN0763  NAD 83(1993)-  34 42 31.55143(N)    100 31 21.87131(W) AD(       ) 4
 EN0763  NAD 83(1986)-  34 42 31.55605(N)    100 31 21.86450(W) AD(       ) 4
 EN0763  NAD 27      -  34 42 31.36727(N)    100 31 20.41706(W) AD(       ) 3
 EN0763
 EN0763.Superseded values are not recommended for survey control.
 EN0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0763.See file dsdata.txt to determine how the superseded data were derived.
 EN0763
 EN0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6055141802(NAD 83)
 EN0763_MARKER: 42 = RADIO/TV MAST
 EN0763
 EN0763  HISTORY     - Date     Condition        Report By
 EN0763  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0763
 EN0763                          STATION DESCRIPTION
 EN0763
 EN0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0763'THE STATION IS THE CENTER OF THE TOP OF A 180 FOOT HIGH STEEL MAST,
 EN0763'LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF THE CENTER OF TOWN AND 1/2
 EN0763'MILE SOUTHWEST OF U. S. HIGHWAY 287.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0765 ***********************************************************************
 EN0765  DESIGNATION -  MEMPHIS VUMORE TV MST
 EN0765  PID         -  EN0765
 EN0765  STATE/COUNTY-  TX/HALL
 EN0765  USGS QUAD   -  MEMPHIS (1985)
 EN0765
 EN0765                         *CURRENT SURVEY CONTROL
 EN0765  ___________________________________________________________________
 EN0765* NAD 83(1993)-  34 43 47.56540(N)    100 33 54.77502(W)     ADJUSTED  
 EN0765* NAVD 88     -                                                        
 EN0765  ___________________________________________________________________
 EN0765  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 EN0765  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EN0765
 EN0765  HORZ ORDER  -  THIRD
 EN0765
 EN0765.The horizontal coordinates were established by classical geodetic methods
 EN0765.and adjusted by the National Geodetic Survey in February 1996..
 EN0765
 EN0765
 EN0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0765
 EN0765.The geoid height was determined by GEOID03.
 EN0765
 EN0765;                    North         East     Units Scale Factor Converg.
 EN0765;SPC TX N     - 1,081,376.392   285,611.489   MT  0.99998245   +0 32 30.3
 EN0765;SPC TX N     - 3,547,815.71    937,043.69   sFT  0.99998245   +0 32 30.3
 EN0765;UTM  14      - 3,844,203.671   356,697.429   MT  0.99985311   -0 53 30.7
 EN0765
 EN0765                          SUPERSEDED SURVEY CONTROL
 EN0765
 EN0765  NAD 83(1993)-  34 43 47.56594(N)    100 33 54.77382(W) AD(       ) 4
 EN0765  NAD 83(1986)-  34 43 47.57026(N)    100 33 54.76735(W) AD(       ) 4
 EN0765  NAD 27      -  34 43 47.37959(N)    100 33 53.31351(W) AD(       ) 3
 EN0765
 EN0765.Superseded values are not recommended for survey control.
 EN0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0765.See file dsdata.txt to determine how the superseded data were derived.
 EN0765
 EN0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5669744204(NAD 83)
 EN0765_MARKER: 42 = RADIO/TV MAST
 EN0765
 EN0765  HISTORY     - Date     Condition        Report By
 EN0765  HISTORY     - 1965     FIRST OBSERVED   CGS
 EN0765  HISTORY     - 1967     GOOD             CGS
 EN0765
 EN0765                          STATION DESCRIPTION
 EN0765
 EN0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0765'THE STATION IS THE CENTER OF THE TOP OF A 400 FOOT HIGH STEEL MAST,
 EN0765'LOCATED ABOUT 1 MILE WEST OF MEMPHIS AND ABOUT 1/4 MILE NORTH OF THE
 EN0765'JUNCTION OF STATE HIGHWAYS 256 AND 1041.
 EN0765
 EN0765                          STATION RECOVERY (1967)
 EN0765
 EN0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0765'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0787 ***********************************************************************
 BN0787  DESIGNATION -  MENARD
 BN0787  PID         -  BN0787
 BN0787  STATE/COUNTY-  TX/MENARD
 BN0787  USGS QUAD   -  EAST ELM CREEK (1970)
 BN0787
 BN0787                         *CURRENT SURVEY CONTROL
 BN0787  ___________________________________________________________________
 BN0787* NAD 83(1993)-  30 52 14.75241(N)    099 42 31.29037(W)     ADJUSTED  
 BN0787* NAVD 88     -       622.     (meters)    2041.     (feet)  SCALED    
 BN0787  ___________________________________________________________________
 BN0787  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BN0787  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BN0787
 BN0787  HORZ ORDER  -  FIRST
 BN0787
 BN0787.The horizontal coordinates were established by classical geodetic methods
 BN0787.and adjusted by the National Geodetic Survey in February 1996..
 BN0787
 BN0787.The orthometric height was scaled from a topographic map.
 BN0787
 BN0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0787
 BN0787.The geoid height was determined by GEOID03.
 BN0787
 BN0787;                    North         East     Units Scale Factor Converg.
 BN0787;SPC TX C     - 3,133,647.852   759,729.009   MT  0.99988433   +0 19 18.2
 BN0787;SPC TX C     -10,280,976.33  2,492,544.26   sFT  0.99988433   +0 19 18.2
 BN0787;UTM  14      - 3,415,494.535   432,252.095   MT  0.99965662   -0 21 49.1
 BN0787
 BN0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0787!SPC TX C     -   0.99990591  x   0.99988433  =   0.99979025
 BN0787!UTM  14      -   0.99990591  x   0.99965662  =   0.99956257
 BN0787
 BN0787:                Primary Azimuth Mark                     Grid Az
 BN0787:SPC TX C     -  MENARD AZ MK                             088 51 19.0
 BN0787:UTM  14      -  MENARD AZ MK                             089 32 26.3
 BN0787
 BN0787|---------------------------------------------------------------------|
 BN0787| PID    Reference Object                     Distance      Geod. Az  |
 BN0787|                                                           dddmmss.s |
 BN0787| CV4795 MENARD AZ MK                                       0891037.2 |
 BN0787| CV4796 MENARD RM 1                          34.991 METERS 18418     |
 BN0787| CV4798 MENARD RM 3                          22.268 METERS 27424     |
 BN0787| CV4797 MENARD RM 2                          32.374 METERS 27838     |
 BN0787|---------------------------------------------------------------------|
 BN0787
 BN0787                          SUPERSEDED SURVEY CONTROL
 BN0787
 BN0787  NAD 83(1986)-  30 52 14.75974(N)    099 42 31.27561(W) AD(       ) 1
 BN0787  NAD 27      -  30 52 14.12900(N)    099 42 30.03000(W) AD(       ) 1
 BN0787
 BN0787.Superseded values are not recommended for survey control.
 BN0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0787.See file dsdata.txt to determine how the superseded data were derived.
 BN0787
 BN0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV3225215495(NAD 83)
 BN0787_MARKER: DS = TRIANGULATION STATION DISK
 BN0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0787_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0787
 BN0787  HISTORY     - Date     Condition        Report By
 BN0787  HISTORY     - 1935     MONUMENTED       CGS
 BN0787  HISTORY     - 1937     GOOD             TXHD
 BN0787  HISTORY     - 1939     GOOD             TXGS
 BN0787  HISTORY     - 1958     GOOD             CGS
 BN0787  HISTORY     - 1970     GOOD             USGS
 BN0787  HISTORY     - 1971     GOOD             NGS
 BN0787  HISTORY     - 19991106 GOOD             USPSQD
 BN0787
 BN0787                          STATION DESCRIPTION
 BN0787
 BN0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0787'STATION IS ON THE LAND OF E. KOTHMAN, ABOUT 5-1/2 MILES SE
 BN0787'OF MENARD AND ABOUT 10-3/4 MILES W OF HEXT.
 BN0787'
 BN0787'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BN0787'BRONZE DISKS SET IN CONCRETE.
 BN0787'
 BN0787'REFERENCE MARK NO. 1 IS S OF STATION, AND PROJECTS 8 INCHES.
 BN0787'
 BN0787'REFERENCE MARK NO. 2 IS W OF STATION, 1 FOOT S OF FENCE, 36
 BN0787'FEET S OF CENTER LINE OF ROAD, AND PROJECTS 8 INCHES.
 BN0787'
 BN0787'AZIMUTH MARK IS E OF STATION, 22 FEET N OF FENCE, 62 FEET N
 BN0787'OF CENTER LINE OF ROAD AND 3 FEET W OF FENCE, AND PROJECTS 5
 BN0787'INCHES.  TO REACH, GO E FOR 1.15 MILES TO MARK ON LEFT (N).
 BN0787'
 BN0787'TO REACH FROM THE BEVANS HOTEL IN MENARD, GO S ON STREET
 BN0787'(MASON HIGHWAY) JUST E OF HOTEL FOR 0.65 MILE, THEN BEAR LEFT
 BN0787'UP HILL FOR 2.3 MILES, TAKE LEFT FORK AND GO 3.6 MILES TO TOP
 BN0787'OF HILL AND STATION.
 BN0787'
 BN0787'HEIGHT OF LIGHT ABOVE STATION MARK -16 METERS.
 BN0787
 BN0787                          STATION RECOVERY (1937)
 BN0787
 BN0787'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0787'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DIRECTIONS
 BN0787'FOR REACHING ARE SATISFACTORY.  FOLLOW STATE HIGHWAY 151 FROM
 BN0787'MENARD TOWARD MASON.  STATION IS JUST S OF HIGHWAY RIGHT-OF-WAY
 BN0787'FENCE.
 BN0787
 BN0787                          STATION RECOVERY (1939)
 BN0787
 BN0787'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 BN0787'STATION MARK IN GOOD CONDITION.  DESCRIPTION STATES THAT STATION
 BN0787'IS IN A FIELD, HOWEVER, NO TRACE OF A FIELD WAS FOUND.
 BN0787
 BN0787                          STATION RECOVERY (1958)
 BN0787
 BN0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 BN0787'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 BN0787'GOOD CONDITION.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 BN0787'CORRECT EXCEPT HIGHWAY SHOULD BE S.H. 29 AND NOT S.H. 151.
 BN0787'STATION IS ON TOP OF A HILL WITH A DEEP CUT ON S.H. 29 NORTH OF
 BN0787'STATION.
 BN0787
 BN0787                          STATION RECOVERY (1970)
 BN0787
 BN0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BN0787'REFERENCE MARK NO 2 HAS BEEN DESTROYED BY HWY. CONSTRUCTION.
 BN0787'THE ENTIRE POST HAS BEEN UPROOTED AND IS LYING BY THE R.O.W.
 BN0787'FENCE.  THE STATION AND REFERENCE MARK NO 1 WAS FOUND AS
 BN0787'DESCRIBED AND IN GOOD CONDITION.
 BN0787'
 BN0787'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2
 BN0787'MILES SE OF MENARD
 BN0787
 BN0787                          STATION RECOVERY (1971)
 BN0787
 BN0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BN0787'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 BN0787'WERE FOUND IN GOOD CONDITION, EXCEPT THAT THE ANGLE MEASUREMENTS
 BN0787'TO THE REFERENCE MARKS IN THE 1935 DESCRIPTION WERE REVERSED.
 BN0787'REFERENCE MARK NO. 2 WAS FOUND DESTROYED, APPARENTLY DUE TO
 BN0787'HIGHWAY IMPROVEMENTS, THE TOP OF THE MONUMENT WITH THE DISK
 BN0787'REMOVED WAS FOUND NEARBY IN THE FENCE LINE.  REFERENCE MARK NO.
 BN0787'3 WAS SET.
 BN0787'
 BN0787'A NEW DESCRIPTION FOLLOWS--
 BN0787'
 BN0787'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF MENARD, ALONG
 BN0787'THE SOUTH SIDE OF STATE HIGHWAY 29, AT THE TOP OF A HILL WITH
 BN0787'A LARGE CLICHE PIT, IN PASTURE LAND OWNED BY MR. CALVIN
 BN0787'KOTHMANN OF MENARD.  THE AZIMUTH MARK IS ON PROPERTY OWNED BY
 BN0787'MR. A.J. MC WILLIAMS WHO LIVES ABOUT 1.0 MILE NORTHEAST OF
 BN0787'THE STATION.
 BN0787'
 BN0787'THE STATION MARK IS A STANDARD DISK STAMPED MENARD 1935, SET IN
 BN0787'A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS 150
 BN0787'FEET NORTH OF THE NORTH EDGE OF THE CLICHE PIT, 66 FEET SOUTH
 BN0787'OF THE CENTER OF THE HIGHWAY, AND 6 FEET SOUTH OF THE SOUTH
 BN0787'R.O.W. FENCE LINE AND METAL WITNESS POST.
 BN0787'
 BN0787'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MENARD NO 1 1935,
 BN0787'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT
 BN0787'IS 121 FEET SOUTH OF THE SOUTH R.O.W. FENCE LINE AND METAL
 BN0787'WITNESS POST, AND 35 FEET NORTH OF THE NORTH EDGE OF THE CLICHE
 BN0787'PIT.
 BN0787'
 BN0787'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MENARD 1935 NO
 BN0787'3 1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 BN0787'IT IS 61 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 72 FEET WEST
 BN0787'OF THE METAL WITNESS POST, AND 1.0 FOOT SOUTH OF THE SOUTH
 BN0787'R.O.W. FENCE LINE.
 BN0787'
 BN0787'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 BN0787'MENARD AZI 1935, SET IN A ROUND CONCRETE MONUMENT WHICH
 BN0787'PROJECTS 8-INCHES.  IT IS 77 FEET NORTH OF THE CENTER LINE OF
 BN0787'HIGHWAY 29, 16 FEET NORTH OF THE NORTH R.O.W. FENCE LINE AND
 BN0787'METAL WITNESS POST, AND 4 FEET SOUTHWEST OF A 4-INCH STEEL
 BN0787'PIPE FENCE POST OF A NORTH-SOUTH FENCE LINE.
 BN0787'
 BN0787'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE
 BN0787'SAN SABA RIVER IN MENARD, GO SOUTH AND EAST ON U.S. HIGHWAY
 BN0787'83 AND STATE HIGHWAY 29 FOR 3.1 MILES TO WHERE THE TWO HIGHWAYS
 BN0787'SEPARATE, BEAR LEFT, AND GO EAST ON HIGHWAY 29 FOR 3.7 MILES
 BN0787'TO THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH
 BN0787'MARK, CONTINUE EAST ON THE HIGHWAY FOR 1.15 MILES TO THE MARK
 BN0787'ON THE LEFT NEAR THE EAST END OF THE TOP OF THE HILL.
 BN0787'
 BN0787'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 BN0787'MILES SE OF MENARD
 BN0787
 BN0787                          STATION RECOVERY (1999)
 BN0787
 BN0787'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1138 ***********************************************************************
 CA1138  DESIGNATION -  MENARD FISH WILDLIFE COMM MAST
 CA1138  PID         -  CA1138
 CA1138  STATE/COUNTY-  TX/MENARD
 CA1138  USGS QUAD   -  EDEN SW (1987)
 CA1138
 CA1138                         *CURRENT SURVEY CONTROL
 CA1138  ___________________________________________________________________
 CA1138* NAD 83(1993)-  31 02 21.17087(N)    099 54 22.74127(W)     ADJUSTED  
 CA1138* NAVD 88     -                                                        
 CA1138  ___________________________________________________________________
 CA1138  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CA1138  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CA1138
 CA1138  HORZ ORDER  -  THIRD
 CA1138
 CA1138.The horizontal coordinates were established by classical geodetic methods
 CA1138.and adjusted by the National Geodetic Survey in February 1996..
 CA1138
 CA1138
 CA1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1138
 CA1138.The geoid height was determined by GEOID03.
 CA1138
 CA1138;                    North         East     Units Scale Factor Converg.
 CA1138;SPC TX C     - 3,152,231.977   740,760.268   MT  0.99988196   +0 13 11.8
 CA1138;SPC TX C     -10,341,947.74  2,430,310.98   sFT  0.99988196   +0 13 11.8
 CA1138;UTM  14      - 3,434,300.588   413,511.209   MT  0.99969227   -0 28 02.5
 CA1138
 CA1138                          SUPERSEDED SURVEY CONTROL
 CA1138
 CA1138  NAD 83(1986)-  31 02 21.17859(N)    099 54 22.72636(W) AD(       ) 4
 CA1138  NAD 27      -  31 02 20.57156(N)    099 54 21.47499(W) AD(       ) 3
 CA1138
 CA1138.Superseded values are not recommended for survey control.
 CA1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1138.See file dsdata.txt to determine how the superseded data were derived.
 CA1138
 CA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1351134301(NAD 83)
 CA1138
 CA1138  HISTORY     - Date     Condition        Report By
 CA1138  HISTORY     - 1968     FIRST OBSERVED   CGS
 CA1138  HISTORY     - 1971     GOOD             NGS
 CA1138
 CA1138                          STATION DESCRIPTION
 CA1138
 CA1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CA1138'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF EDEN AND 11 MILES
 CA1138'NORTHWEST OF MENARD.
 CA1138'
 CA1138'THE RED BLINKING LIGHT ON TOP OF THE MAST WAS THE POINT
 CA1138'INTERSECTED.  THE MAST IS OF STRUCTURAL STEEL, PAINTED ALTERNATELY
 CA1138'RED AND WHITE IN COLOR, WITH AN OVERALL HEIGHT OF APPROXIMATELY
 CA1138'225 FEET.
 CA1138
 CA1138                          STATION RECOVERY (1971)
 CA1138
 CA1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1138'THE INTERSECTED STATION IS A 200 FOOT, RED AND WHITE, TRIANGULAR,
 CA1138'COMMUNICATION RELAY MAST OF THE MENARD FISH AND WILDLIFE
 CA1138'COMMISSION.  LOCATED NORTH 40 DEG WEST, 11 MILES AIRLINE
 CA1138'FROM MENARD, TEXAS, ON THE HIGHEST POINT OF A SHARP HILL.
 CA1138'220 FEET EAST OF A NORTH-SOUTH FENCE.
 CA1138'
 CA1138'TO REACH FROM MENARD, TEXAS, GO 6.9 MILES NORTH ON U.S. HIGHWAY
 CA1138'83 TO FARM TO MARKET ROAD 3142 LEFT (WEST), GO 6.1 MILES
 CA1138'WEST ON FARM TO MARKET ROAD 3142 TO DIRT ROAD RIGHT (NORTH),
 CA1138'GO 0.9 MILE NORTH ON DIRT ROAD TO TRACK ROAD RIGHT (EAST),
 CA1138'GO 0.2 MILE EAST TO RELAY MAST.
 CA1138'
 CA1138'THE POINT OBSERVED IS THE CENTER LINE OF THE MAST, THERE
 CA1138'IS ONE CLEARANCE LIGHT AT THE TOP.
 CA1138'
 CA1138'INTERSECTED BY THE USGS IN 1971 FROM MILLAR USC AND GS 1943,
 CA1138'CURRY USC AND GS 1943, AND WELL ET 1971, AND BY THE USC AND GS
 CA1138'IN 1967 FROM LACKEY USC AND GS 1935 AND ELLIS USC AND GS 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0793 ***********************************************************************
 BN0793  DESIGNATION -  MENARD TV CABLE CORP MAST
 BN0793  PID         -  BN0793
 BN0793  STATE/COUNTY-  TX/MENARD
 BN0793  USGS QUAD   -  MENARD (1987)
 BN0793
 BN0793                         *CURRENT SURVEY CONTROL
 BN0793  ___________________________________________________________________
 BN0793* NAD 83(1993)-  30 54 26.50600(N)    099 46 45.36941(W)     ADJUSTED  
 BN0793* NAVD 88     -                                                        
 BN0793  ___________________________________________________________________
 BN0793  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BN0793  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 BN0793
 BN0793  HORZ ORDER  -  THIRD
 BN0793
 BN0793.The horizontal coordinates were established by classical geodetic methods
 BN0793.and adjusted by the National Geodetic Survey in February 1996..
 BN0793
 BN0793
 BN0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0793
 BN0793.The geoid height was determined by GEOID03.
 BN0793
 BN0793;                    North         East     Units Scale Factor Converg.
 BN0793;SPC TX C     - 3,137,669.130   752,960.151   MT  0.99988308   +0 17 07.4
 BN0793;SPC TX C     -10,294,169.47  2,470,336.76   sFT  0.99988308   +0 17 07.4
 BN0793;UTM  14      - 3,419,595.602   425,533.320   MT  0.99966840   -0 24 01.0
 BN0793
 BN0793                          SUPERSEDED SURVEY CONTROL
 BN0793
 BN0793  NAD 83(1986)-  30 54 26.51396(N)    099 46 45.35465(W) AD(       ) 4
 BN0793  NAD 27      -  30 54 25.88236(N)    099 46 44.10522(W) AD(       ) 3
 BN0793
 BN0793.Superseded values are not recommended for survey control.
 BN0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0793.See file dsdata.txt to determine how the superseded data were derived.
 BN0793
 BN0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2553319596(NAD 83)
 BN0793_MARKER: 42 = RADIO/TV MAST
 BN0793
 BN0793  HISTORY     - Date     Condition        Report By
 BN0793  HISTORY     - 1968     FIRST OBSERVED   CGS
 BN0793  HISTORY     - 19991106 GOOD             USPSQD
 BN0793  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 BN0793
 BN0793                          STATION DESCRIPTION
 BN0793
 BN0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BN0793'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTHEAST OF MENARD.
 BN0793'
 BN0793'THE RED BLINKING LIGHT ON TOP OF THE MAST WAS THE POINT
 BN0793'INTERSECTED.  THE MAST IS OF STRUCTURAL STEEL, PAINTED
 BN0793'ALTERNATELY RED AND WHITE IN COLOR, WITH AN OVERALL HEIGHT OF 400
 BN0793'FEET.  THE MAST IS OWNED BY MR. RAY C. DURGAN.
 BN0793
 BN0793                          STATION RECOVERY (1999)
 BN0793
 BN0793'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0793'RECOVERED IN GOOD CONDITION.
 BN0793
 BN0793                          STATION RECOVERY (2003)
 BN0793
 BN0793'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BN0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0800 ***********************************************************************
 CC0800  DESIGNATION -  MENDEL
 CC0800  PID         -  CC0800
 CC0800  STATE/COUNTY-  TX/PECOS
 CC0800  USGS QUAD   -  COYANOSA SW (1974)
 CC0800
 CC0800                         *CURRENT SURVEY CONTROL
 CC0800  ___________________________________________________________________
 CC0800* NAD 83(1993)-  31 02 13.82962(N)    103 11 04.78562(W)     ADJUSTED  
 CC0800* NAVD 88     -       878.6    (meters)    2883.     (feet)  VERTCON   
 CC0800  ___________________________________________________________________
 CC0800  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CC0800  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CC0800
 CC0800  HORZ ORDER  -  SECOND
 CC0800
 CC0800.The horizontal coordinates were established by classical geodetic methods
 CC0800.and adjusted by the National Geodetic Survey in February 1996..
 CC0800
 CC0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0800
 CC0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0800
 CC0800.The geoid height was determined by GEOID03.
 CC0800
 CC0800;                    North         East     Units Scale Factor Converg.
 CC0800;SPC TX C     - 3,155,415.694   427,853.531   MT  0.99988194   -1 28 07.0
 CC0800;SPC TX C     -10,352,392.99  1,403,716.13   sFT  0.99988194   -1 28 07.0
 CC0800;UTM  13      - 3,435,137.245   673,249.515   MT  0.99997025   +0 56 10.4
 CC0800
 CC0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0800!SPC TX C     -   0.99986575  x   0.99988194  =   0.99974770
 CC0800!UTM  13      -   0.99986575  x   0.99997025  =   0.99983600
 CC0800
 CC0800:                Primary Azimuth Mark                     Grid Az
 CC0800:SPC TX C     -  MENDEL AZ MK                             050 57 54.2
 CC0800:UTM  13      -  MENDEL AZ MK                             048 33 36.8
 CC0800
 CC0800|---------------------------------------------------------------------|
 CC0800| PID    Reference Object                     Distance      Geod. Az  |
 CC0800|                                                           dddmmss.s |
 CC0800| AI0421 MENDEL AZ MK                                       0492947.2 |
 CC0800| CH9007 MENDEL RM 1                          28.807 METERS 19139     |
 CC0800| CH9008 MENDEL RM 2                          31.204 METERS 27819     |
 CC0800|---------------------------------------------------------------------|
 CC0800
 CC0800                          SUPERSEDED SURVEY CONTROL
 CC0800
 CC0800  NAD 83(1986)-  31 02 13.83373(N)    103 11 04.77937(W) AD(       ) 2
 CC0800  NAD 27      -  31 02 13.29500(N)    103 11 03.18000(W) AD(       ) 2
 CC0800  NGVD 29 (07/19/86)  878.3    (m)         2882.     (f) VERT ANG       
 CC0800
 CC0800.Superseded values are not recommended for survey control.
 CC0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0800.See file dsdata.txt to determine how the superseded data were derived.
 CC0800
 CC0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ7325035137(NAD 83)
 CC0800_MARKER: DS = TRIANGULATION STATION DISK
 CC0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0800
 CC0800  HISTORY     - Date     Condition        Report By
 CC0800  HISTORY     - 1935     MONUMENTED       CGS
 CC0800  HISTORY     - 1943     GOOD             CGS
 CC0800  HISTORY     - 1982     GOOD             NGS
 CC0800
 CC0800                          STATION DESCRIPTION
 CC0800
 CC0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0800'STATION MENDEL IS ABOUT 20 MILES NORTHWEST OF FT. STOCKTON
 CC0800'AND IS IN SEC. 18, BLOCK 48.  THE STATION IS LOCATED ON
 CC0800'FLAT PASTURE LAND WHICH SLOPES GRADUALLY TO THE NORTH AND IS
 CC0800'ABOUT 1-1/2 MILES WEST OF TEXAS ROUTE NO. 27.  IT IS 42 FT.
 CC0800'SOUTH OF THE CENTER OF A BLADED ROAD AND IS ABOUT 100 YARD
 CC0800'WEST OF THE POINT WHERE A TRAIL FORKS TO THE SOUTHEAST FROM
 CC0800'THE BLADED ROAD.  THE MARK PROJECTS 8 INCHES.
 CC0800'
 CC0800'R.M. 1 IS SOUTH-SOUTHWEST OF THE STATION AND PROJECTS 6 INCHES.
 CC0800'
 CC0800'R.M. 2 IS WEST-NORTHWEST OF THE STATION.  IT IS 22 FT. SOUTH
 CC0800'OF THE CENTER OF THE BLADED ROAD AND PROJECTS 7 INCHES.
 CC0800'
 CC0800'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST-NORTHEAST OF THE
 CC0800'STATION.  IT IS 9 FT SOUTH OF THE CENTER OF THE BLADED ROAD
 CC0800'AND PROJECTS 6 INCHES.
 CC0800'
 CC0800'THE STATION IS REACHED FROM THE JUNCTION OF U.S. ROUTE NO. 290
 CC0800'AND TEXAS ROUTE NO. 27 (ABOUT 1/2 MILE NORTHWEST OF FT. STOCKTON)
 CC0800'BY GOING NORTHERLY ON NO. 278 16.8 MILE TO A CONCRETE BRIDGE.
 CC0800'CONTINUE ON THE HIGHWAY 0.3 MILE.  PASS OVER A CATTLE GUARD
 CC0800'AND CONTINUE 0.7 MILE.  TURN OFF THE HIGHWAY AND TAKE A BLADED
 CC0800'ROAD WESTERLY 1.7 MILE TO THE AZIMUTH MARK ON THE SOUTH SIDE
 CC0800'OF THE ROAD.  CONTINUE WESTERLY 0.4 MILE TO THE STATION ON
 CC0800'THE SOUTH SIDE OF THE ROAD.
 CC0800'
 CC0800'A TWENTY-FOOT TOWER WAS ERECTED.
 CC0800
 CC0800                          STATION RECOVERY (1943)
 CC0800
 CC0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0800'STATION IS ABOUT 20.0 MILES NORTHWEST OF FT. STOCKTON AND
 CC0800'IS IN SECTION 18, BLOCK 48.  IT IS LOCATED ON FLAT PASTURE
 CC0800'LAND WHICH SLOPES GRADUALLY TO THE NORTH AND IS ABOUT 1-1/2
 CC0800'MILES WEST OF HIGHWAY U.S. 2859
 CC0800'
 CC0800'TO REACH FROM JUNCTION OF U.S. HIGHWAY 285 AND 290, 1.0
 CC0800'MILE WEST OF FT. STOCKTON.  GO NORTHWEST TOWARD PECOS ON
 CC0800'U.S. 285 FOR 19.1 MILES TO A BLADED ROAD LEADING LEFT, WESTERLY,
 CC0800'ABOUT 50 YARDS BEYOND CATTLE GUARD.  FOLLOW BLADED ROAD WESTERLY
 CC0800'2.2 MILES TO STATION.
 CC0800'
 CC0800'STATION IS IN AN OPEN PASTURE, 48 FEET SOUTH OF CENTERLINE OF
 CC0800'DIRT ROAD.
 CC0800'
 CC0800'A STANDARD TRIANGULATION STATION DISK SET IN A CONCRETE POST.
 CC0800'STAMPED MENDEL 1935.  POST PROJECTS 0.8 FEET.
 CC0800'
 CC0800'REFERENCE MARK NO. 1 IS SSW OF THE STATION.  A STANDARD
 CC0800'REFERENCE DISK SET IN A CONCRETE POST.  STAMPED MENDEL NO
 CC0800'1 1935.  POST PROJECTS 0.8 FEET.
 CC0800'
 CC0800'REFERENCE MARK NO. 2 IS WNW OF THE STATION.  A STANDARD
 CC0800'REFERENCE DISK SET IN A CONCRETE POST.  STAMPED MENDEL NO
 CC0800'2 1935.  POST PROJECTS 0.8 FEET.
 CC0800'
 CC0800'AZIMUTH MARK IS 0.4 MILE ENE OF THE STATION AND 12 FEET SOUTH
 CC0800'OF A DIRT ROAD.  A STANDARD REFERENCE DISK SET IN A CONCRETE
 CC0800'POST.  STAMPED MENDEL AZIMUTH 1935.  POST PROJECTS 0.6 FEET.
 CC0800
 CC0800                          STATION RECOVERY (1982)
 CC0800
 CC0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CC0800'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE OLD TO
 CC0800'REACH TO THE STATION IS OF NO VALUE.  AS A RESULT OF ROAD CHANGES IN
 CC0800'THE AREA, A COMPLETE NEW DESCRIPTION FOLLOWS.   NO WITNESS POSTS WERE
 CC0800'SET, FOR THE LIVESTOCK WILL TEAR THEM DOWN.
 CC0800'
 CC0800'THE STATION IS LOCATED ABOUT 32.0 KM (20.0 MI) NORTHWEST OF FORT
 CC0800'STOCKTON, 32.0 KM (20.0 MI) SOUTHEAST OF PECOS, 3.68 KM (2.3 MI) WEST
 CC0800'OF U.S. HIGHWAY 285 AND ON THE MENDEL ESTATE AND OIL LEASE.
 CC0800'
 CC0800'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 285 AND 290
 CC0800'IN FORT STOCKTON, GO NORTHWEST ON U.S. HIGHWAY 285 FOR 20.08 KM (12.6
 CC0800'MI) TO THE JUNCTION OF FARM ROAD 1776.  CONTINUE NORTHWEST ON U.S.
 CC0800'HIGHWAY 285 FOR 10.0 KM (6.25 MI) TO A GRAVEL ROAD ON THE LEFT
 CC0800'LEADING TO THE MENDEL OIL FILED AND THE FOSTER FARMS.  TURN LEFT AND
 CC0800'GO WESTERLY ON A GRAVEL ROAD FOR 1.76 KM (1.1 MI) TO A SIDE ROAD
 CC0800'LEFT.  CONTINUE WESTERLY ON THE GRAVEL ROAD FOR 1.20 KM (0.75 MI) TO
 CC0800'THE AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY ON THE GRAVEL ROAD
 CC0800'FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT.
 CC0800'
 CC0800'STATION MARK, STAMPED---MENDEL 1935---IS A STANDARD DISK SET IN THE
 CC0800'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.24 METER (0.8
 CC0800'FOOT).  IT IS 15.09 METERS (49.5 FEET) SOUTH OF THE CENTER OF THE
 CC0800'GRAVEL ROAD AND IN A CLEARED AREA SURROUNDED BY MESQUITE BRUSH.
 CC0800'
 CC0800'REFERENCE MARK 1, STAMPED---MENDEL NO 1 1935---IS A STANDARD DISK SET
 CC0800'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.24 METER
 CC0800'(0.8 FOOT).  IT IS 43.0 METERS (141.0 FOOT) SOUTH OF THE CENTER OF
 CC0800'THE GRAVEL ROAD AND IS SURROUNDED BY MESQUITE BRUSH.
 CC0800'
 CC0800'REFERENCE MARK 2, STAMPED---MENDEL NO 2 1935---IS A STANDARD DISK SET
 CC0800'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.24 METER
 CC0800'(0.8 FOOT).  IT IS 7.01 METER (23.0 FEET) SOUTH OF THE CENTER OF THE
 CC0800'GRAVEL ROAD AND 3.66 METERS (12.0 FEET) SOUTH-SOUTHWEST OF A
 CC0800'PROMINENT MESQUITE BUSH.
 CC0800'
 CC0800'AZIMUTH MARK, STAMPED---MENDEL AZIMUTH 1935---IS A REFERENCE DISK SET
 CC0800'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.18 METER (0.6
 CC0800'FOOT).  IT IS 3.66 METERS (12.0 FEET) SOUTH OF THE CENTER OF THE
 CC0800'GRAVEL ROAD AND ON THE EDGE OF A DITCH.
 CC0800'
 CC0800'NO MEASUREMENT BETWEEN MARKS DUE TO THE HEAVY BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5545 ***********************************************************************
 AH5545  DESIGNATION -  MENDIOLA ET
 AH5545  PID         -  AH5545
 AH5545  STATE/COUNTY-  TX/ATASCOSA
 AH5545  USGS QUAD   -  DOBROWOLSKI (1968)
 AH5545
 AH5545                         *CURRENT SURVEY CONTROL
 AH5545  ___________________________________________________________________
 AH5545* NAD 83(1993)-  28 58 14.44497(N)    098 40 16.48841(W)     ADJUSTED  
 AH5545* NAVD 88     -       176.4    (meters)     579.     (feet)  VERTCON   
 AH5545  ___________________________________________________________________
 AH5545  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 AH5545  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AH5545
 AH5545  HORZ ORDER  -  THIRD
 AH5545
 AH5545.The horizontal coordinates were established by classical geodetic methods
 AH5545.and adjusted by the National Geodetic Survey in July 1998..
 AH5545
 AH5545.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5545
 AH5545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5545
 AH5545.The geoid height was determined by GEOID03.
 AH5545
 AH5545;                    North         East     Units Scale Factor Converg.
 AH5545;SPC TXSC     - 4,126,093.873   632,038.610   MT  0.99988331   +0 09 39.8
 AH5545;SPC TXSC     -13,537,026.32  2,073,613.34   sFT  0.99988331   +0 09 39.8
 AH5545;UTM  14      - 3,204,781.634   532,029.668   MT  0.99961266   +0 09 33.3
 AH5545
 AH5545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5545!SPC TXSC     -   0.99997622  x   0.99988331  =   0.99985953
 AH5545!UTM  14      -   0.99997622  x   0.99961266  =   0.99958889
 AH5545
 AH5545                          SUPERSEDED SURVEY CONTROL
 AH5545
 AH5545  NGVD 29 (07/28/98)  176.3    (m)          578.     (f) VERT ANG       
 AH5545
 AH5545.Superseded values are not recommended for survey control.
 AH5545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5545.See file dsdata.txt to determine how the superseded data were derived.
 AH5545
 AH5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3203004782(NAD 83)
 AH5545_MARKER: DS = TRIANGULATION STATION DISK
 AH5545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5545_PROJECTION: FLUSH
 AH5545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5545+STABILITY: SURFACE MOTION
 AH5545
 AH5545  HISTORY     - Date     Condition        Report By
 AH5545  HISTORY     - 1964     MONUMENTED       USGS
 AH5545
 AH5545                          STATION DESCRIPTION
 AH5545
 AH5545'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH5545'STATION LOCATED APPROXIMATELY 7-1/2 MI. W. AND 4 MI. N. (AIRLINE) OF
 AH5545'JOURDANTON, TEXAS, 0.6 MI. SSW. OF TEXAS HIGHWAY 173, IN THE MIDDLE OF
 AH5545'A FIELD, 125 FT. S. OF A FENCE, 150 FT. NNE. OF A LARGE, LONE, LIVE
 AH5545'OAK TREE.  STATION IS ON THE TOP OF A SANDY HILL, THE HIGHEST IN THE
 AH5545'IMMEDIATE VICINITY.
 AH5545'TO REACH STATION FROM JOURDANTON, TEXAS, FROM THE INTERSECTION OF
 AH5545'HIGHWAYS 97 AND 173, FOLLOW HIGHWAY 173 WNW. 8.4 MI. TO MENDIOLAS GAS
 AH5545'STATION AND STORE.  TURN LEFT THROUGH BOARD GATE JUST W. OF STORE 0.3
 AH5545'MI. ALONG TRACK RD. AND THROUGH WIRE GATE INTO NE. CORNER OF FIELD,
 AH5545'THEN FOLLOW FENCE S. 0.3 MI., TURN RIGHT AND FOLLOW S. SIDE OF FENCE
 AH5545'W. 0.25 MI., THENCE LEFT ACROSS FIELD 125 FT. TO TOP OF HILL AND
 AH5545'STATION.
 AH5545'STATION MARK--STANDARD TABLET SET IN A CONCRETE MONUMENT PROJECTING
 AH5545'0.1 FT. ABOVE GROUND, STAMPED---MENDIOLA-ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1229 ***********************************************************************
 AJ1229  DESIGNATION -  MENDITA
 AJ1229  PID         -  AJ1229
 AJ1229  STATE/COUNTY-  TX/DUVAL
 AJ1229  USGS QUAD   -  ROSITA NE (1969)
 AJ1229
 AJ1229                         *CURRENT SURVEY CONTROL
 AJ1229  ___________________________________________________________________
 AJ1229* NAD 83(1993)-  27 56 30.17714(N)    098 16 02.67671(W)     ADJUSTED  
 AJ1229* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 AJ1229  ___________________________________________________________________
 AJ1229  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ1229  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AJ1229
 AJ1229  HORZ ORDER  -  SECOND
 AJ1229
 AJ1229.The horizontal coordinates were established by classical geodetic methods
 AJ1229.and adjusted by the National Geodetic Survey in February 1996..
 AJ1229
 AJ1229.The orthometric height was scaled from a topographic map.
 AJ1229
 AJ1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1229
 AJ1229.The geoid height was determined by GEOID03.
 AJ1229
 AJ1229;                    North         East     Units Scale Factor Converg.
 AJ1229;SPC TX S     - 5,252,089.165   322,890.921   MT  1.00002923   +0 06 20.2
 AJ1229;SPC TX S     -17,231,229.20  1,059,351.30   sFT  1.00002923   +0 06 20.2
 AJ1229;SPC TXSC     - 4,012,238.698   672,108.413   MT  1.00015602   +0 21 32.1
 AJ1229;SPC TXSC     -13,163,486.46  2,205,075.68   sFT  1.00015602   +0 21 32.1
 AJ1229;UTM  14      - 3,090,961.868   572,069.906   MT  0.99966411   +0 20 35.8
 AJ1229
 AJ1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1229!SPC TX S     -   0.99997991  x   1.00002923  =   1.00000914
 AJ1229!SPC TXSC     -   0.99997991  x   1.00015602  =   1.00013593
 AJ1229!UTM  14      -   0.99997991  x   0.99966411  =   0.99964403
 AJ1229
 AJ1229:                Primary Azimuth Mark                     Grid Az
 AJ1229:SPC TX S     -  MENDITA AZ MK                            003 43 38.8
 AJ1229:SPC TXSC     -  MENDITA AZ MK                            003 28 26.9
 AJ1229:UTM  14      -  MENDITA AZ MK                            003 29 23.2
 AJ1229
 AJ1229|---------------------------------------------------------------------|
 AJ1229| PID    Reference Object                     Distance      Geod. Az  |
 AJ1229|                                                           dddmmss.s |
 AJ1229| CV2666 MENDITA AZ MK                                      0034959.0 |
 AJ1229| CV2667 MENDITA RM 1                         20.942 METERS 03614     |
 AJ1229| AJ1230 MENDITA USGS 1953                    22.334 METERS 27713     |
 AJ1229|---------------------------------------------------------------------|
 AJ1229
 AJ1229                          SUPERSEDED SURVEY CONTROL
 AJ1229
 AJ1229  NAD 83(1986)-  27 56 30.18312(N)    098 16 02.65410(W) AD(       ) 2
 AJ1229  NAD 27      -  27 56 29.11500(N)    098 16 01.62800(W) AD(       ) 2
 AJ1229
 AJ1229.Superseded values are not recommended for survey control.
 AJ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1229.See file dsdata.txt to determine how the superseded data were derived.
 AJ1229
 AJ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7207090962(NAD 83)
 AJ1229_MARKER: DS = TRIANGULATION STATION DISK
 AJ1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1229
 AJ1229  HISTORY     - Date     Condition        Report By
 AJ1229  HISTORY     - 1953     MONUMENTED       CGS
 AJ1229
 AJ1229                          STATION DESCRIPTION
 AJ1229
 AJ1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1229'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF SAN DIEGO,
 AJ1229'AND ON THE HIGHEST POINT OF BRUSH COVERED RIDGE ABOUT 0.1
 AJ1229'MILE EAST OF A POWER LINE.
 AJ1229'
 AJ1229'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 AJ1229'STATE ROUTE 44 IN SAN DIEGO, GO WEST ON STATE ROUTE 44 FOR
 AJ1229'0.5 MILE TO CROSSROADS.  TURN RIGHT AND GO 1.3 MILES TO A ROAD
 AJ1229'FORK.  TAKE THE RIGHT FORK AND GO NORTHERLY FOR 10.2 MILES
 AJ1229'TO A T-ROAD RIGHT, AND A STEEL GATE ON THE LEFT AND SIGN CANALES
 AJ1229'BRO. LA JUAN RANCH, CONTINUE NORTH FOR 0.1 MILE TO A POINT
 AJ1229'WHERE THE ROAD TURNS RIGHT.  CONTINUE STRAIGHT AHEAD THROUGH
 AJ1229'A GATE FOR 0.6 MILE TO A GATE.  PASS THROUGH THE GATE AND GO
 AJ1229'WEST FOR 0.6 MILE TO WHERE THE POWER LINE CROSSES THE ROAD,
 AJ1229'JUST BEFORE GETTING TO AN OLD HOUSE AND A WINDMILL, *TURN
 AJ1229'LEFT AND FOLLOW THE POWER LINE SOUTHERLY FOR 0.3 MILE.  THEN
 AJ1229'TURN LEFT AND GO EASTERLY FOR 0.1 MILE TO THE HIGHEST POINT
 AJ1229'OF THE HILL AND THE STATION.  *TO REACH THE AZIMUTH MARK
 AJ1229'FROM HERE.  GO WEST THROUGH A GATE BETWEEN THE HOUSE AND
 AJ1229'WINDMILL.  THEN TURN RIGHT AND GO NORTHERLY ALONG THE FENCE
 AJ1229'LINE OF A FIELD FOR 0.3 MILE TO A FENCE CORNER AND THE
 AJ1229'AZIMUTH MARK AS DESCRIBED.
 AJ1229'
 AJ1229'THE STATION MARK, STAMPED MENDITA 1953, IS A STANDARD DISK
 AJ1229'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AJ1229'
 AJ1229'REFERENCE MARK NO. 1, STAMPED MENDITA NO 1 1953, IS A STANDARD
 AJ1229'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES.
 AJ1229'IT IS THE SAME ELEVATION AS THE STATION.
 AJ1229'
 AJ1229'USGS STATION MARK DISK IS A STANDARD DISK SET IN A SOLID
 AJ1229'LEDGE OF CALICHE THAT IS 12 INCHES BELOW THE SURFACE OF THE
 AJ1229'GROUND.  THIS MARK WAS USED AS REFERENCE MARK NO. 2.  A TRAVERSE
 AJ1229'CONNECTION WAS MADE TO TRIANGULATION STATION MENDITA.  THERE
 AJ1229'IS NO STAMPING ON THE MARK.
 AJ1229'
 AJ1229'THE AZIMUTH MARK, STAMPED MENDITA 1953, IS A STANDARD DISK SET
 AJ1229'IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 AJ1229'2 FEET SOUTHWEST OF A WITNESS POST, 6 FEET SOUTHWEST OF A FENCE
 AJ1229'CORNER, AND IN THE CORNER OF A CULTIVATED FIELD.
 AJ1229'
 AJ1229'ON PROPERTY OF MR. JOE LOPEZ OF SAN DIEGO, TEXAS.
 AJ1229'
 AJ1229'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1230 ***********************************************************************
 AJ1230  DESIGNATION -  MENDITA USGS 1953
 AJ1230  PID         -  AJ1230
 AJ1230  STATE/COUNTY-  TX/DUVAL
 AJ1230  USGS QUAD   -  ROSITA NE (1969)
 AJ1230
 AJ1230                         *CURRENT SURVEY CONTROL
 AJ1230  ___________________________________________________________________
 AJ1230* NAD 83(1993)-  27 56 30.26818(N)    098 16 03.48721(W)     ADJUSTED  
 AJ1230* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 AJ1230  ___________________________________________________________________
 AJ1230  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ1230  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AJ1230
 AJ1230  HORZ ORDER  -  SECOND
 AJ1230
 AJ1230.The horizontal coordinates were established by classical geodetic methods
 AJ1230.and adjusted by the National Geodetic Survey in February 1996..
 AJ1230
 AJ1230.The orthometric height was scaled from a topographic map.
 AJ1230
 AJ1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1230
 AJ1230.The geoid height was determined by GEOID03.
 AJ1230
 AJ1230;                    North         East     Units Scale Factor Converg.
 AJ1230;SPC TX S     - 5,252,091.927   322,868.759   MT  1.00002924   +0 06 19.8
 AJ1230;SPC TX S     -17,231,238.26  1,059,278.59   sFT  1.00002924   +0 06 19.8
 AJ1230;SPC TXSC     - 4,012,241.362   672,086.235   MT  1.00015600   +0 21 31.7
 AJ1230;SPC TXSC     -13,163,495.20  2,205,002.92   sFT  1.00015600   +0 21 31.7
 AJ1230;UTM  14      - 3,090,964.536   572,047.740   MT  0.99966407   +0 20 35.5
 AJ1230
 AJ1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1230!SPC TX S     -   0.99997991  x   1.00002924  =   1.00000915
 AJ1230!SPC TXSC     -   0.99997991  x   1.00015600  =   1.00013591
 AJ1230!UTM  14      -   0.99997991  x   0.99966407  =   0.99964399
 AJ1230
 AJ1230:                Primary Azimuth Mark                     Grid Az
 AJ1230:SPC TX S     -  NEIL                                     197 00 56.6
 AJ1230:SPC TXSC     -  NEIL                                     196 45 44.7
 AJ1230:UTM  14      -  NEIL                                     196 46 40.9
 AJ1230
 AJ1230|---------------------------------------------------------------------|
 AJ1230| PID    Reference Object                     Distance      Geod. Az  |
 AJ1230|                                                           dddmmss.s |
 AJ1230| AJ1233 NEIL                                APPROX.12.8 KM 1970716.4 |
 AJ1230|---------------------------------------------------------------------|
 AJ1230
 AJ1230                          SUPERSEDED SURVEY CONTROL
 AJ1230
 AJ1230  NAD 83(1986)-  27 56 30.27416(N)    098 16 03.46459(W) AD(       ) 2
 AJ1230  NAD 27      -  27 56 29.20600(N)    098 16 02.43900(W) AD(       ) 2
 AJ1230
 AJ1230.Superseded values are not recommended for survey control.
 AJ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1230.See file dsdata.txt to determine how the superseded data were derived.
 AJ1230
 AJ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7204890965(NAD 83)
 AJ1230_MARKER: DD = SURVEY DISK
 AJ1230_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1230_SP_SET: SET IN A ROCK LEDGE
 AJ1230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1230+STABILITY: POSITION/ELEVATION WELL
 AJ1230
 AJ1230  HISTORY     - Date     Condition        Report By
 AJ1230  HISTORY     - 1953     MONUMENTED       USGS
 AJ1230  HISTORY     - 1969     GOOD             USGS
 AJ1230
 AJ1230                          STATION DESCRIPTION
 AJ1230
 AJ1230'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 AJ1230'LOCATED ABOUT 12.5 MILES NORTH OF SAN DIEGO ON THE HIGHEST
 AJ1230'POINT OF A BRUSH COVERED RIDGE ABOUT 0.5 MILES NORTHEAST OF
 AJ1230'CANALES RANCH BUILDINGS AND 0.1 MILE SOUTHEAST OF REA POWER
 AJ1230'LINE ON THE CANALES RANCH PROPERTY.
 AJ1230'
 AJ1230'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN
 AJ1230'SOLID LEDGE OF CALICHE ABOUT 12 INCHES BELOW THE SURFACE OF THE
 AJ1230'GROUND.  THERE IS NO STAMPING ON THE DISK.
 AJ1230'
 AJ1230'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MENDITA
 AJ1230'1953 (USC AND GS).  DISTANCE--22.335 METERS (73.28) FEET.
 AJ1230'BEARING--S 82 DEG 48 MIN E.
 AJ1230
 AJ1230                          STATION RECOVERY (1969)
 AJ1230
 AJ1230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ1230'STATION MARK - BRONZE USGS TABLET SET IN SOLID LEDGE OF CALICHE 10 IN.
 AJ1230'BELOW SURFACE.
 AJ1230'
 AJ1230'REFERENCE MARK - BOLT SET IN OUTCROP 37.76 FT. FROM STATION,
 AJ1230'N 25 DEG 57 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1916 ***********************************************************************
 FL1916  DESIGNATION -  MENDOTA
 FL1916  PID         -  FL1916
 FL1916  STATE/COUNTY-  TX/HEMPHILL
 FL1916  USGS QUAD   -  MENDOTA (1967)
 FL1916
 FL1916                         *CURRENT SURVEY CONTROL
 FL1916  ___________________________________________________________________
 FL1916* NAD 83(1993)-  35 46 55.55746(N)    100 27 37.26681(W)     ADJUSTED  
 FL1916* NAVD 88     -       873.     (meters)    2864.     (feet)  SCALED    
 FL1916  ___________________________________________________________________
 FL1916  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 FL1916  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FL1916
 FL1916  HORZ ORDER  -  SECOND
 FL1916
 FL1916.The horizontal coordinates were established by classical geodetic methods
 FL1916.and adjusted by the National Geodetic Survey in February 1996..
 FL1916
 FL1916.The orthometric height was scaled from a topographic map.
 FL1916
 FL1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1916
 FL1916.The geoid height was determined by GEOID03.
 FL1916
 FL1916;                    North         East     Units Scale Factor Converg.
 FL1916;SPC TX N     - 1,198,196.371   293,987.483   MT  0.99993102   +0 36 09.0
 FL1916;SPC TX N     - 3,931,082.59    964,523.93   sFT  0.99993102   +0 36 09.0
 FL1916;UTM  14      - 3,960,764.115   368,016.274   MT  0.99981465   -0 51 14.4
 FL1916
 FL1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1916!SPC TX N     -   0.99986729  x   0.99993102  =   0.99979832
 FL1916!UTM  14      -   0.99986729  x   0.99981465  =   0.99968196
 FL1916
 FL1916|---------------------------------------------------------------------|
 FL1916| PID    Reference Object                     Distance      Geod. Az  |
 FL1916|                                                           dddmmss.s |
 FL1916| CK9415 MENDOTA RM 1                         10.200 METERS 00011     |
 FL1916| CK9416 MENDOTA RM 2                         14.913 METERS 09637     |
 FL1916| CK9414 MENDOTA AZ MK                                      1475628.0 |
 FL1916|---------------------------------------------------------------------|
 FL1916
 FL1916                          SUPERSEDED SURVEY CONTROL
 FL1916
 FL1916  NAD 83(1993)-  35 46 55.55831(N)    100 27 37.26657(W) AD(       ) 2
 FL1916  NAD 83(1986)-  35 46 55.56311(N)    100 27 37.25478(W) AD(       ) 2
 FL1916  NAD 27      -  35 46 55.40800(N)    100 27 35.78000(W) AD(       ) 2
 FL1916
 FL1916.Superseded values are not recommended for survey control.
 FL1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1916.See file dsdata.txt to determine how the superseded data were derived.
 FL1916
 FL1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6801660764(NAD 83)
 FL1916_MARKER: DS = TRIANGULATION STATION DISK
 FL1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1916
 FL1916  HISTORY     - Date     Condition        Report By
 FL1916  HISTORY     - 1952     MONUMENTED       CGS
 FL1916
 FL1916                          STATION DESCRIPTION
 FL1916
 FL1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1916'THE STATION IS ABOUT 12 MILES NORTHEAST OF MIAMI.  ABOUT 10
 FL1916'MILES SOUTH-SOUTHWEST OF CANADIAN.  AND ABOUT 2.5 MILES SOUTHEAST
 FL1916'OF MENDOTA SIDING.
 FL1916'
 FL1916'TO REACH FROM THE MAIN INTERSECTION IN MIAMI.  GO EASTERLY
 FL1916'ON U.S. HIGHWAY 60 FOR 12 MILES TO A CROSSROAD.  TURN LEFT,
 FL1916'NORTH, AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FL1916'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A CATTLE GUARD.  PASS
 FL1916'THROUGH CATTLE GUARD, TURN LEFT, WEST, AND FOLLOW FENCE
 FL1916'LINE 0.05 MILE TO FENCE CORNER.  TURN LEFT, SOUTHWEST, AND
 FL1916'FOLLOW TRACK ROAD FOR 0.15 MILE TO THE TOP OF THE RISE AND
 FL1916'STATION.
 FL1916'
 FL1916'THE STATION MARK IS STAMPED MENDOTA 1951, AND PROJECTS 4
 FL1916'INCHES.  IT IS LOCATED ABOUT 0.05 MILE WEST OF A JOG IN THE
 FL1916'FENCE LINE.  9 FEET NORTH OF A FENCE LINE.  AND 8 FEET NORTH
 FL1916'OF A WHITE WITNESS POST.
 FL1916'
 FL1916'REFERENCE MARK NO. 1 IS STAMPED MENDOTA NO 1 1951, AND PROJECTS
 FL1916'4 INCHES.  IT IS 42 FEET NORTH OF A FENCE LINE.
 FL1916'
 FL1916'REFERENCE MARK NO. 2 IS STAMPED MENDOTA NO 2 1951, AND PROJECTS
 FL1916'5 INCHES.  IT IS 1 FOOT NORTH OF A FENCE LINE.
 FL1916'
 FL1916'THE AZIMUTH MARK IS STAMPED MENDOTA 1951, AND PROJECTS 4
 FL1916'INCHES.  IT IS LOCATED IN THE WEST FENCE LINE.  20 FEET WEST
 FL1916'OF THE CENTER LINE OF THE ROAD.  5 FEET NORTH OF A WHITE WITNESS
 FL1916'POST.  AND 3 FEET NORTH OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0908 ***********************************************************************
 BM0908  DESIGNATION -  MENDOZA ET
 BM0908  PID         -  BM0908
 BM0908  STATE/COUNTY-  TX/CALDWELL
 BM0908  USGS QUAD   -  CREEDMOOR (1994)
 BM0908
 BM0908                         *CURRENT SURVEY CONTROL
 BM0908  ___________________________________________________________________
 BM0908* NAD 83(1993)-  30 00 09.50112(N)    097 41 10.14195(W)     ADJUSTED  
 BM0908* NAVD 88     -       194.4    (meters)     638.     (feet)  VERTCON   
 BM0908  ___________________________________________________________________
 BM0908  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BM0908  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BM0908
 BM0908  HORZ ORDER  -  THIRD
 BM0908
 BM0908.The horizontal coordinates were established by classical geodetic methods
 BM0908.and adjusted by the National Geodetic Survey in February 1996..
 BM0908
 BM0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0908
 BM0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0908
 BM0908.The geoid height was determined by GEOID03.
 BM0908
 BM0908;                    North         East     Units Scale Factor Converg.
 BM0908;SPC TXSC     - 4,241,133.560   726,753.675   MT  0.99993097   +0 38 37.2
 BM0908;SPC TXSC     -13,914,452.35  2,384,357.68   sFT  0.99993097   +0 38 37.2
 BM0908;SPC TX C     - 3,040,284.666   955,394.229   MT  1.00003239   +1 21 48.4
 BM0908;SPC TX C     - 9,974,667.28  3,134,489.23   sFT  1.00003239   +1 21 48.4
 BM0908;UTM  14      - 3,319,804.390   626,719.980   MT  0.99979812   +0 39 25.4
 BM0908
 BM0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0908!SPC TXSC     -   0.99997357  x   0.99993097  =   0.99990454
 BM0908!SPC TX C     -   0.99997357  x   1.00003239  =   1.00000596
 BM0908!UTM  14      -   0.99997357  x   0.99979812  =   0.99977169
 BM0908
 BM0908:                Primary Azimuth Mark                     Grid Az
 BM0908:SPC TXSC     -  OLD LOCKHART WT SEC                      177 03 30.4
 BM0908:SPC TX C     -  OLD LOCKHART WT SEC                      176 20 19.2
 BM0908:UTM  14      -  OLD LOCKHART WT SEC                      177 02 42.2
 BM0908
 BM0908|---------------------------------------------------------------------|
 BM0908| PID    Reference Object                     Distance      Geod. Az  |
 BM0908|                                                           dddmmss.s |
 BM0908| AX2628 OLD LOCKHART WT SEC                 APPROX.12.5 KM 1774207.6 |
 BM0908| AX2626 NEW LOCKHART WT SEC                 APPROX.14.4 KM 1792059.3 |
 BM0908|---------------------------------------------------------------------|
 BM0908
 BM0908                          SUPERSEDED SURVEY CONTROL
 BM0908
 BM0908  NAD 83(1986)-  30 00 09.51849(N)    097 41 10.12550(W) AD(       ) 3
 BM0908  NAD 27      -  30 00 08.73570(N)    097 41 09.11872(W) AD(       ) 3
 BM0908  NGVD 29 (07/19/86)  194.3    (m)          637.     (f) VERT ANG       
 BM0908
 BM0908.Superseded values are not recommended for survey control.
 BM0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0908.See file dsdata.txt to determine how the superseded data were derived.
 BM0908
 BM0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2672019804(NAD 83)
 BM0908_MARKER: DD = SURVEY DISK
 BM0908_SETTING: 0 = UNSPECIFIED SETTING
 BM0908_STAMPING: MENDOZA ET 1963
 BM0908_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0908
 BM0908  HISTORY     - Date     Condition        Report By
 BM0908  HISTORY     - 1963     MONUMENTED       USGS
 BM0908  HISTORY     - 19970210 GOOD             TXDOT
 BM0908
 BM0908                          STATION DESCRIPTION
 BM0908
 BM0908'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BM0908'STATION LOCATED APPROXIMATELY 8 MI. N. AND 1.0 MI. W. (AIRLINE) OF
 BM0908'LOCKHART, TEXAS, ON TOP OF A RISE AT W. SIDE OF A HIGHWAY CUT, 38
 BM0908'FT. S. OF A DRIVEWAY ALONG RIGHT-OF-WAY FENCE, AND 1.0 FT. E. OF W.
 BM0908'RIGHT-OF-WAY FENCE FOR U.S. HIGHWAY 183.
 BM0908'
 BM0908'TO REACH STATION FROM THE INTERSECTION OF HIGHWAYS U.S. 183 AND TEXAS
 BM0908'21 WHICH IS 1.2 MI. N. OF MENDOZA, TEXAS, TRAVEL S. ON U.S. HIGHWAY
 BM0908'183 1.7 MI. TO 8-FT. DEEP HIGHWAY CUT AND STATION ON THE RIGHT.
 BM0908'
 BM0908'STATION MARK--STANDARD TABLET SET IN A CONCRETE MONUMENT PROJECTING
 BM0908'0.2 FT. ABOVE GROUND, STAMPED ---MENDOZA-ET 1963---.
 BM0908
 BM0908                          STATION RECOVERY (1997)
 BM0908
 BM0908'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 BM0908'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2666 ***********************************************************************
 AX2666  DESIGNATION -  MENTZ
 AX2666  PID         -  AX2666
 AX2666  STATE/COUNTY-  TX/COLORADO
 AX2666  USGS QUAD   -  ALLEYTON (1981)
 AX2666
 AX2666                         *CURRENT SURVEY CONTROL
 AX2666  ___________________________________________________________________
 AX2666* NAD 83(1993)-  29 43 13.68982(N)    096 26 11.22900(W)     ADJUSTED  
 AX2666* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 AX2666  ___________________________________________________________________
 AX2666  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AX2666  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX2666
 AX2666  HORZ ORDER  -  SECOND
 AX2666
 AX2666.The horizontal coordinates were established by classical geodetic methods
 AX2666.and adjusted by the National Geodetic Survey in February 1996..
 AX2666
 AX2666.The orthometric height was scaled from a topographic map.
 AX2666
 AX2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2666
 AX2666.The geoid height was determined by GEOID03.
 AX2666
 AX2666;                    North         East     Units Scale Factor Converg.
 AX2666;SPC TXSC     - 4,211,863.991   847,989.239   MT  0.99988580   +1 15 21.3
 AX2666;SPC TXSC     -13,818,423.78  2,782,111.36   sFT  0.99988580   +1 15 21.3
 AX2666;UTM  14      - 3,290,563.254   747,980.581   MT  1.00035881   +1 16 17.7
 AX2666
 AX2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2666!SPC TXSC     -   0.99998996  x   0.99988580  =   0.99987576
 AX2666!UTM  14      -   0.99998996  x   1.00035881  =   1.00034877
 AX2666
 AX2666|---------------------------------------------------------------------|
 AX2666| PID    Reference Object                     Distance      Geod. Az  |
 AX2666|                                                           dddmmss.s |
 AX2666| CV6572 MENTZ RM 1                           14.883 METERS 00550     |
 AX2666| CV6573 MENTZ RM 2                           17.174 METERS 07543     |
 AX2666| AX0169 D 815                                              0780016.2 |
 AX2666| CV6571 MENTZ AZ MK                                        0802724.8 |
 AX2666| AX2770 COLUMBUS COLORADO CO CTHSE          APPROX.10.1 KM 2605342.8 |
 AX2666|---------------------------------------------------------------------|
 AX2666
 AX2666                          SUPERSEDED SURVEY CONTROL
 AX2666
 AX2666  NAD 83(1986)-  29 43 13.70478(N)    096 26 11.21431(W) AD(       ) 2
 AX2666  NAD 27      -  29 43 12.86200(N)    096 26 10.32600(W) AD(       ) 2
 AX2666
 AX2666.Superseded values are not recommended for survey control.
 AX2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2666.See file dsdata.txt to determine how the superseded data were derived.
 AX2666
 AX2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4798190563(NAD 83)
 AX2666_MARKER: DS = TRIANGULATION STATION DISK
 AX2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2666
 AX2666  HISTORY     - Date     Condition        Report By
 AX2666  HISTORY     - 1954     MONUMENTED       CGS
 AX2666  HISTORY     - 1962     GOOD             CGS
 AX2666  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX2666
 AX2666                          STATION DESCRIPTION
 AX2666
 AX2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2666'THE STATION IS LOCATED ABOUT 6.5 MILES EAST OF COLUMBUS,
 AX2666'150 FEET EAST OF A SINCLAIR SERVICE STATION, 120 FEET SOUTH
 AX2666'OF THE HOME OF MR. DENNIS FRANK, ON HIS PROPERTY AND NEAR
 AX2666'THE RIGHT-OF-WAY AND NORTH SIDE OF U.S. HIGHWAY 90.
 AX2666'
 AX2666'TO REACH THE STATION FROM THE COURT HOUSE IN COLUMBUS, GO
 AX2666'EAST ON U.S. HIGHWAY 90 FOR 6.5 MILES TO A LOW SUMMIT AND THE
 AX2666'SERVICE STATION ON THE LEFT AND THE STATION SITE JUST BEYOND AS
 AX2666'DESCRIBED ABOVE.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 AX2666'CONTINUE AHEAD, EAST, ON U.S. HIGHWAY FOR 0.35 MILE TO THE MARK
 AX2666'ON THE RIGHT.
 AX2666'
 AX2666'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2666'POST PROJECTING 1 INCH.  IT IS 54 FEET NORTH OF THE CENTERLINE OF
 AX2666'THE HIGHWAY, 47 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 AX2666'YARD FENCE, 14 FEET NORTH OF A SMALL PINE TREE WITH A TRIANGLE
 AX2666'BLAZE AND 4 FEET SOUTH OF A WITNESS POST.  THE MARK IS STAMPED
 AX2666'MENTZ 1954.
 AX2666'
 AX2666'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2666'POST PROJECTING 5 INCHES.  IT IS 36 FEET WEST OF THE FRONT GATE
 AX2666'IN THE YARD FENCE, 2 FEET NORTH OF THE FENCE CORNER, 1 FOOT
 AX2666'WEST OF THE FENCE AND 165 FEET NORTHEAST OF THE SERVICE STATION.
 AX2666'THE MARK IS STAMPED MENTZ NO 1 1954.
 AX2666'
 AX2666'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2666'POST PROJECTING 6 INCHES.  IT IS 72 FEET WEST OF A CABLE
 AX2666'POLE, 43 FEET SOUTH OF THE FRONT GATE OF THE FENCE AND 55
 AX2666'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK IS
 AX2666'STAMPED MENTZ NO 2 1954.
 AX2666'
 AX2666'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2666'POST PROJECTING 3 INCHES.  IT IS 58 FEET SOUTHEAST OF THE
 AX2666'CENTERLINE OF U.S. HIGHWAY 90, 142 FEET EAST OF A CONCRETE
 AX2666'CULVERT, 3 FEET WEST OF AN OVERHEAD GUY POLE, 4 FEET EAST OF A
 AX2666'WITNESS POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCELINE.
 AX2666'THE MARK IS STAMPED MENTZ 1954.
 AX2666'
 AX2666'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AX2666
 AX2666                          STATION RECOVERY (1962)
 AX2666
 AX2666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SEU)
 AX2666'THE STATION MARK, REFERENCE MARKS NUMBERS 1, 2 AND THE AZIMUTH
 AX2666'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 AX2666'ORIGINAL DESCRIPTION AND THE TO REACH WERE USED FOR RECOVERY
 AX2666'OF THE STATION AND WAS FOUND TO BE ADEQUATE.
 AX2666'
 AX2666'THE AZIMUTH MARK WAS DESTROYED AT THE REQUEST OF THE TEXAS
 AX2666'HIGHWAY DEPARTMENT TO CLEAR FOR THE WIDENING OF U.S. HIGHWAY
 AX2666'90.  NO SUITABLE PLACE WAS FOUND TO RESET THE AZIMUTH MARK.
 AX2666'A BENCH MARK D 815 1943 WAS USED TO SERVE FOR THE AZIMUTH MARK.
 AX2666'
 AX2666'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 AX2666'6-1/2 MILES EAST ALONG U.S. HIGHWAY 90 FROM COLUMBUS, 4 MILES
 AX2666'EAST OF ALLEYTON, 50 YARDS EAST OF A GROCERY AND SERVICE STATION,
 AX2666'120 FEET SOUTH OF THE HOME OF MR. DENNIS FRANK, ON HIS PROPERTY
 AX2666'AND NEAR THE RIGHT-OF-WAY ON NORTH SIDE OF U.S. HIGHWAY 90.
 AX2666'
 AX2666'TO REACH FROM THE POST OFFICE IN ALLEYTON, GO SOUTHWESTERLY ON
 AX2666'FARM ROAD 102 FOR 1.2 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 AX2666'90.  TURN RIGHT, EASTERLY, ON U.S. HIGHWAY 90, GO 4.2 MILES
 AX2666'STATION ON THE LEFT.  TO REACH BENCH MARK D 815 FROM THE STATION,
 AX2666'CONTINUE EASTERLY ON U.S. HIGHWAY 90 FOR 0.3 MILES TO A CONCRETE
 AX2666'BOX CULVERT AND THE BENCH MARK IN THE NORTH HEADWALL OF CULVERT.
 AX2666'
 AX2666'STATION MARK, A STANDARD DISK STAMPED MENTZ 1954, IS SET
 AX2666'IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 AX2666'THE GROUND.  IT IS 54 FEET NORTH OF THE CENTERLINE OF U.S.
 AX2666'HIGHWAY 90, 47 FEET SOUTH OF THE SOUTHWEST CORNER OF THE YARD
 AX2666'FENCE, 14 FEET NORTH OF A PINE TREE, AND 4 FEET SOUTHEAST OF A
 AX2666'4 IN X 4 IN WOODEN WITNESS POST.
 AX2666'
 AX2666'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MENTZ NO 1
 AX2666'1954, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AX2666'5 INCHES.  IT IS 36 FEET WEST OF THE FRONT GATE IN THE YARD
 AX2666'FENCE, 165 FEET NORTHEAST OF THE SERVICE STATION, 2 FEET NORTH
 AX2666'OF THE YARD FENCE CORNER, AND 1 FOOT WEST OF THE FENCE.
 AX2666'
 AX2666'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MENTZ NO 2
 AX2666'1954, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AX2666'6 INCHES.  IT IS 72 FEET WEST OF A CABLE POLE, 55 FEET NORTH
 AX2666'OF THE CENTERLINE OF U.S. HIGHWAY 90, AND 43 FEET SOUTH OF THE
 AX2666'FRONT GATE OF THE YARD FENCE.
 AX2666'
 AX2666'AZIMUTH MARK IS A COAST AND GEODETIC BENCH MARK DISK STAMPED
 AX2666'D 815 1943, SET HORIZONTALLY IN THE TOP OF THE WEST END OF THE
 AX2666'NORTH HEADWALL OF A 2 X 4 FOOT CONCRETE BOX CULVERT UNDER
 AX2666'THE HIGHWAY.  IT IS 0.15 MILE WEST OF A ROADSIDE PARK, 21.3
 AX2666'FEET NORTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF U.S.
 AX2666'HIGHWAY 90.
 AX2666
 AX2666                          STATION RECOVERY (1991)
 AX2666
 AX2666'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX2666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1613 ***********************************************************************
 AB1613  DESIGNATION -  MERCEDES
 AB1613  PID         -  AB1613
 AB1613  STATE/COUNTY-  TX/HIDALGO
 AB1613  USGS QUAD   -  LA FERIA (1970)
 AB1613
 AB1613                         *CURRENT SURVEY CONTROL
 AB1613  ___________________________________________________________________
 AB1613* NAD 83(1993)-  26 12 24.41322(N)    097 52 00.12696(W)     ADJUSTED  
 AB1613* NAVD 88     -        19.8    (meters)      65.     (feet)  VERTCON   
 AB1613  ___________________________________________________________________
 AB1613  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AB1613  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AB1613
 AB1613  HORZ ORDER  -  FIRST
 AB1613
 AB1613.The horizontal coordinates were established by classical geodetic methods
 AB1613.and adjusted by the National Geodetic Survey in February 1996..
 AB1613
 AB1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1613
 AB1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1613
 AB1613.The geoid height was determined by GEOID03.
 AB1613
 AB1613;                    North         East     Units Scale Factor Converg.
 AB1613;SPC TX S     - 5,060,000.678   363,292.051   MT  0.99999014   +0 17 15.1
 AB1613;SPC TX S     -16,601,018.89  1,191,900.67   sFT  0.99999014   +0 17 15.1
 AB1613;UTM  14      - 2,899,078.449   613,223.065   MT  0.99975828   +0 30 01.9
 AB1613
 AB1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1613!SPC TX S     -   1.00000054  x   0.99999014  =   0.99999068
 AB1613!UTM  14      -   1.00000054  x   0.99975828  =   0.99975882
 AB1613
 AB1613|---------------------------------------------------------------------|
 AB1613| PID    Reference Object                     Distance      Geod. Az  |
 AB1613|                                                           dddmmss.s |
 AB1613| CV2670 MERCEDES RM 2                        28.167 METERS 03021     |
 AB1613| CV2671 MERCEDES RM 3                        19.568 METERS 13153     |
 AB1613| AB1619 HARLINGEN PUMP STA TALL STK         APPROX.21.2 KM 1482647.8 |
 AB1613| AB1612 LA FERIA PUMP STA 2ND LIFT STK      APPROX. 8.7 KM 1503309.3 |
 AB1613| AB1624 MERCEDES CANAL PUMP IRON STK        APPROX.16.0 KM 1893610.7 |
 AB1613| AB1638 MERCEDES STANDPIPE                  APPROX. 7.7 KM 2141329.0 |
 AB1613| AB1637 MERCEDES EAST CHURCH                APPROX. 7.8 KM 2145049.0 |
 AB1613| AB1611 MERCEDES USBR WIT POST 1947          73.579 METERS 21809     |
 AB1613| AB1633 MERCEDES WEST CHURCH                APPROX. 8.0 KM 2212200.1 |
 AB1613| AB1635 HEIDELBURG CHURCH STEEPLE           APPROX. 1.8 KM 2364455.7 |
 AB1613| AE1477 DONNA STANDPIPE                     APPROX.18.8 KM 2570223.2 |
 AB1613| CV2668 MERCEDES AZ MK                                     2882351.8 |
 AB1613| CV2669 MERCEDES RM                          40.622 METERS 35849     |
 AB1613|---------------------------------------------------------------------|
 AB1613
 AB1613                          SUPERSEDED SURVEY CONTROL
 AB1613
 AB1613  NAD 83(1986)-  26 12 24.42137(N)    097 52 00.08957(W) AD(       ) 1
 AB1613  NAD 27      -  26 12 23.15400(N)    097 51 59.09400(W) AD(       ) 1
 AB1613  NGVD 29 (07/19/86)   19.9    (m)           65.     (f) VERT ANG       
 AB1613
 AB1613.Superseded values are not recommended for survey control.
 AB1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1613.See file dsdata.txt to determine how the superseded data were derived.
 AB1613
 AB1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP1322399078(NAD 83)
 AB1613_MARKER: DS = TRIANGULATION STATION DISK
 AB1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1613
 AB1613  HISTORY     - Date     Condition        Report By
 AB1613  HISTORY     - 1913     MONUMENTED       CGS
 AB1613  HISTORY     - 1936     GOOD             TXRD
 AB1613  HISTORY     - 1947     GOOD             CGS
 AB1613  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB1613
 AB1613                          STATION DESCRIPTION
 AB1613
 AB1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1613'STATION IS ABOUT 3-1/2 MILES E AND 3-3/4 MILES N OF MERCEDES,
 AB1613'1/2 MILE W OF THE CAMERON-HIDALGO COUNTY LINE ON LAND
 AB1613'BELONGING TO A MR. WOLTZ, OF MISSOURI, AND AT PRESENT RENTED
 AB1613'BY T.E. BLACKLOCK, ABOUT 68 METERS (223 FEET) FROM THE NE CORNER
 AB1613'OF MR. BLACKLOCKS HOUSE, IN THE FENCE LINE ON THE E SIDE OF A
 AB1613'LANE LEADING N AND ABOUT 10 METERS (33 FEET) N OF THE TURN
 AB1613'IN AN IRRIGATION DITCH.  HEIDELBERG CHURCH STEEPLE IS ABOUT
 AB1613'1 MILE DISTANT S 56 DEG 45 MIN W.
 AB1613'
 AB1613'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1613'DISKS SET IN CONCRETE.
 AB1613'
 AB1613'REFERENCE MARK IS SET IN THE FENCE LINE ON THE E SIDE OF THE
 AB1613'LANE MENTIONED ABOVE, AT THE SAME ELEVATION AS THE STAION,
 AB1613'AND 40.622 METERS (133.28 FEET) THEREFROM N 01 DEG 11 MIN W.
 AB1613'
 AB1613'ELEVATION OF STATION, 19.9 METERS (65 FEET).
 AB1613
 AB1613                          STATION RECOVERY (1936)
 AB1613
 AB1613'RECOVERY NOTE BY TEXAS RECLAMATION DEPARTMENT 1936
 AB1613'STATION IS 4-1/2 FEET W OF N-S FENCE.  STATION MARK IS IN
 AB1613'GOOD CONDITION, BUT THE REFERENCE MARK WAS NOT FOUND.
 AB1613'
 AB1613'A DOUBLE PRONG HUISACHE BEARS N 76 DEG 30 MIN W, 12 FEET
 AB1613'DISTANT.  ANOTHER HUISACHE BEARS N 14 DEG 00 MIN E, 19 FEET
 AB1613'DISTANT.  A CORNER GATEPOST BEARS N 31 DEG 00 MIN W, 8 FEET
 AB1613'DISTANT.
 AB1613
 AB1613                          STATION RECOVERY (1947)
 AB1613
 AB1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1613'STATION WAS RECOVERED AS DESCRIBED AND THE STATION SURFACE
 AB1613'AND THE REFERENCE MARK HAD BEEN DESTROYED.  THE UNDERGROUND
 AB1613'MARK WAS RECOVERED IN GOOD CONDITION AND A NEW SURFACE MARK
 AB1613'AND TWO NEW REFERENCE MARKS WERE SET BY THIS PARTY.  A COMPLETE
 AB1613'NEW DESCRIPTION FOLLOWS--
 AB1613'
 AB1613'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF MERCEDES ON LAND
 AB1613'NOW OWNED BY MR. A.R. DILLON.  IT IS 260 FEET NORTHEAST OF
 AB1613'THE NORTHWEST CORNER OF THE HOUSE AND 45 FEET WEST OF A FENCE.
 AB1613'THE MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND
 AB1613'AND THE DISK IS STAMPED MERCEDES 1913 1947.
 AB1613'
 AB1613'REFERENCE MARK NO. 2 IS 92.41 FEET NORTHEAST OF THE STATION
 AB1613'IN THE FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 AB1613'THE DISK IS STAMPED MERCEDES NO 2 1913 1947.
 AB1613'
 AB1613'REFERENCE MARK NO. 3 IS 64.20 FEET SOUTHWEST OF THE STATION
 AB1613'IN THE FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 AB1613'DISK IS STAMPED MERCEDES NO 3 1913 1917.
 AB1613'
 AB1613'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION.  IT
 AB1613'IS 22 FEET SOUTH OF THE CENTER OF THE DITCH, 17 FEET EAST
 AB1613'OF THE CENTER OF THE ROAD AND 2.5 FEET EAST OF A WHITE WITNESS
 AB1613'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 AB1613'MERCEDES 1913 1947.
 AB1613'
 AB1613'USBR WITNESS POST IS 241.4 FEET SOUTHWEST OF THE STATION.
 AB1613'IT IS 19.2 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 AB1613'HOUSE AND 34.7 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 AB1613'HOUSE.  THE MARK IS A 4 X 4 INCH CONCRETE POST WITH A BOLT
 AB1613'IN THE CENTER AND IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 AB1613'GROUND.
 AB1613'
 AB1613'USBR WITNESS POST IS ABOUT 0.25 MILE WEST OF THE STATION
 AB1613'IN THE INTERSECTION OF THE DIRT ROAD AND THE LANE LEADING
 AB1613'TO THE HOUSE AND STATION.  THE MARK IS A 4 X 4 INCH CONCRETE
 AB1613'POST WITH A BOLT IN THE CENTER AND IS ABOUT 4 INCHES BELOW
 AB1613'THE SURFACE OF THE GROUND.
 AB1613'
 AB1613'TO REACH THE STATION FROM THE DEPOT IN MERCEDES GO EAST
 AB1613'ON U.S. HIGHWAY 83 FOR 3.75 MILES TO A CROSSROAD, TURN
 AB1613'LEFT AND GO 3.8 MILES TO A LANE RIGHT AND USBR WITNESS POST,*
 AB1613'TURN RIGHT AND GO 0.2 MILE TO THE HOUSE AND ANOTHER USBR WITNESS
 AB1613'POST, CONTINUE AHEAD ABOUT 100 FEET AND TURN LEFT AND GO
 AB1613'ABOUT 150 FEET TO THE STATION AS DESCRIBED.
 AB1613'
 AB1613'*TO REACH AZIMUTH MARK FROM THIS POINT GO NORTH 0.15 MILE TO
 AB1613'THE AZIMUTH MARK AS DESCRIBED.
 AB1613'
 AB1613'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AB1613
 AB1613                          STATION RECOVERY (1954)
 AB1613
 AB1613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1613'THE SURFACE MARK WHICH NOW SHOULD LIE IN CULTIVATED FIELD
 AB1613'HAS BEEN DESTROYED.  THE UNDERGROUND MARK IS PROBABLY IN PLACE
 AB1613'BUT WOULD REQUIRE CONSIDERABLE EXCAVATION TO FIND.  THE
 AB1613'REFERENCE MARKS ARE DESTROYED BY DIGGING OF A CANAL.  THE
 AB1613'AZIMUTH MARK IS IN PLACE.  THE BUILDING REFERRED TO IS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1624 ***********************************************************************
 AB1624  DESIGNATION -  MERCEDES CANAL PUMP IRON STK
 AB1624  PID         -  AB1624
 AB1624  STATE/COUNTY-  TX/HIDALGO
 AB1624  USGS QUAD   -  PROGRESO (1970)
 AB1624
 AB1624                         *CURRENT SURVEY CONTROL
 AB1624  ___________________________________________________________________
 AB1624* NAD 83(1993)-  26 03 51.52241(N)    097 53 36.20408(W)     ADJUSTED  
 AB1624* NAVD 88     -                                                        
 AB1624  ___________________________________________________________________
 AB1624  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 AB1624  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AB1624
 AB1624  HORZ ORDER  -  THIRD
 AB1624
 AB1624.The horizontal coordinates were established by classical geodetic methods
 AB1624.and adjusted by the National Geodetic Survey in February 1996..
 AB1624
 AB1624
 AB1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1624
 AB1624.The geoid height was determined by GEOID03.
 AB1624
 AB1624;                    North         East     Units Scale Factor Converg.
 AB1624;SPC TX S     - 5,044,203.403   360,700.725   MT  1.00002736   +0 16 31.5
 AB1624;SPC TX S     -16,549,190.66  1,183,398.96   sFT  1.00002736   +0 16 31.5
 AB1624;UTM  14      - 2,883,275.703   610,690.830   MT  0.99975128   +0 29 10.6
 AB1624
 AB1624                          SUPERSEDED SURVEY CONTROL
 AB1624
 AB1624  NAD 83(1986)-  26 03 51.52934(N)    097 53 36.16575(W) AD(       ) 4
 AB1624  NAD 27      -  26 03 50.25460(N)    097 53 35.15813(W) AD(       ) 3
 AB1624
 AB1624.Superseded values are not recommended for survey control.
 AB1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1624.See file dsdata.txt to determine how the superseded data were derived.
 AB1624
 AB1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP1069183276(NAD 83)
 AB1624_MARKER: 63 = STACK
 AB1624
 AB1624  HISTORY     - Date     Condition        Report By
 AB1624  HISTORY     - 1913     FIRST OBSERVED   CGS
 AB1624
 AB1624                          STATION DESCRIPTION
 AB1624
 AB1624'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1611 ***********************************************************************
 AB1611  DESIGNATION -  MERCEDES USBR WIT POST 1947
 AB1611  PID         -  AB1611
 AB1611  STATE/COUNTY-  TX/HIDALGO
 AB1611  USGS QUAD   -  LA FERIA (1970)
 AB1611
 AB1611                         *CURRENT SURVEY CONTROL
 AB1611  ___________________________________________________________________
 AB1611* NAD 83(1993)-  26 12 22.53305(N)    097 52 01.76416(W)     ADJUSTED  
 AB1611* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AB1611  ___________________________________________________________________
 AB1611  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AB1611  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AB1611
 AB1611  HORZ ORDER  -  THIRD
 AB1611
 AB1611.The horizontal coordinates were established by classical geodetic methods
 AB1611.and adjusted by the National Geodetic Survey in February 1996..
 AB1611
 AB1611.The orthometric height was scaled from a topographic map.
 AB1611
 AB1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1611
 AB1611.The geoid height was determined by GEOID03.
 AB1611
 AB1611;                    North         East     Units Scale Factor Converg.
 AB1611;SPC TX S     - 5,059,942.589   363,246.891   MT  0.99999026   +0 17 14.3
 AB1611;SPC TX S     -16,600,828.31  1,191,752.51   sFT  0.99999026   +0 17 14.3
 AB1611;UTM  14      - 2,899,020.205   613,178.131   MT  0.99975815   +0 30 01.2
 AB1611
 AB1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1611!SPC TX S     -   1.00000052  x   0.99999026  =   0.99999078
 AB1611!UTM  14      -   1.00000052  x   0.99975815  =   0.99975867
 AB1611
 AB1611                          SUPERSEDED SURVEY CONTROL
 AB1611
 AB1611  NAD 83(1986)-  26 12 22.54121(N)    097 52 01.72675(W) AD(       ) 4
 AB1611  NAD 27      -  26 12 21.27400(N)    097 52 00.73100(W) AD(       ) 3
 AB1611
 AB1611.Superseded values are not recommended for survey control.
 AB1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1611.See file dsdata.txt to determine how the superseded data were derived.
 AB1611
 AB1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP1317899020(NAD 83)
 AB1611_MARKER: B = BOLT
 AB1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1611+STABILITY: SURFACE MOTION
 AB1611
 AB1611  HISTORY     - Date     Condition        Report By
 AB1611  HISTORY     - 1947     MONUMENTED       WPRS
 AB1611
 AB1611                          STATION DESCRIPTION
 AB1611
 AB1611'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1947
 AB1611'TO REACH STATION MERCEDES FROM THE DEPOT IN MERCEDES GO EAST
 AB1611'ON U.S. HIGHWAY 83 FOR 3.75 MILES TO A CROSSROAD, TURN
 AB1611'LEFT AND GO 3.8 MILES TO A LANE RIGHT AND USBR WITNESS POST,
 AB1611'TURN RIGHT AND GO 0.2 MILE TO THE HOUSE AND ANOTHER USBR WITNESS
 AB1611'POST.
 AB1611'
 AB1611'USBR WITNESS POST IS 241.4 FEET SOUTHWEST OF STATION MERCEDES.
 AB1611'IT IS 19.2 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 AB1611'HOUSE AND 34.7 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 AB1611'HOUSE.  THE MARK IS A 4 X 4 INCH CONCRETE POST WITH A BOLT
 AB1611'IN THE CENTER AND IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 AB1611'GROUND.
 AB1611'
 AB1611'USBR WITNESS POST IS ABOUT 0.25 MILE WEST OF STATION MERCEDES.
 AB1611'IN THE INTERSECTION OF THE DIRT ROAD AND THE LANE LEADING
 AB1611'TO THE HOUSE AND STATION.  THE MARK IS A 4 X 4 INCH CONCRETE
 AB1611'POST WITH A BOLT IN THE CENTER AND IS ABOUT 4 INCHES BELOW
 AB1611'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0842 ***********************************************************************
 EN0842  DESIGNATION -  MERCER
 EN0842  PID         -  EN0842
 EN0842  STATE/COUNTY-  TX/BRISCOE
 EN0842  USGS QUAD   -  ROCK CREEK (1965)
 EN0842
 EN0842                         *CURRENT SURVEY CONTROL
 EN0842  ___________________________________________________________________
 EN0842* NAD 83(1993)-  34 25 07.40336(N)    101 23 21.82145(W)     ADJUSTED  
 EN0842* NAVD 88     -      1003.     (meters)    3291.     (feet)  SCALED    
 EN0842  ___________________________________________________________________
 EN0842  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 EN0842  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EN0842
 EN0842  HORZ ORDER  -  FIRST
 EN0842
 EN0842.The horizontal coordinates were established by classical geodetic methods
 EN0842.and adjusted by the National Geodetic Survey in February 1996..
 EN0842
 EN0842.The orthometric height was scaled from a topographic map.
 EN0842
 EN0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0842
 EN0842.The geoid height was determined by GEOID03.
 EN0842
 EN0842;                    North         East     Units Scale Factor Converg.
 EN0842;SPC TX N     - 1,046,459.244   210,168.448   MT  1.00006163   +0 03 50.8
 EN0842;SPC TX N     - 3,433,258.37    689,527.65   sFT  1.00006163   +0 03 50.8
 EN0842;UTM  14      - 3,811,173.734   280,409.971   MT  1.00019440   -1 21 04.0
 EN0842
 EN0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0842!SPC TX N     -   0.99984675  x   1.00006163  =   0.99990837
 EN0842!UTM  14      -   0.99984675  x   1.00019440  =   1.00004112
 EN0842
 EN0842:                Primary Azimuth Mark                     Grid Az
 EN0842:SPC TX N     -  MERCER AZ MK                             038 08 01.2
 EN0842:UTM  14      -  MERCER AZ MK                             039 32 56.0
 EN0842
 EN0842|---------------------------------------------------------------------|
 EN0842| PID    Reference Object                     Distance      Geod. Az  |
 EN0842|                                                           dddmmss.s |
 EN0842| CJ7073 MERCER AZ MK                                       0381152.0 |
 EN0842| EN0839 SILVERTON HIGHWAY RAD MST           APPROX. 9.3 KM 0485254.3 |
 EN0842| EN0838 SILVERTON MUNICIPAL TANK            APPROX.10.0 KM 0532845.4 |
 EN0842| CJ7074 MERCER RM 1                          21.330 METERS 16246     |
 EN0842| CJ7075 MERCER RM 2                          18.210 METERS 25327     |
 EN0842|---------------------------------------------------------------------|
 EN0842
 EN0842                          SUPERSEDED SURVEY CONTROL
 EN0842
 EN0842  NAD 83(1993)-  34 25 07.40695(N)    101 23 21.81759(W) AD(       ) 1
 EN0842  NAD 83(1986)-  34 25 07.40911(N)    101 23 21.81586(W) AD(       ) 1
 EN0842  NAD 27      -  34 25 07.17794(N)    101 23 20.22304(W) AD(       ) 1
 EN0842
 EN0842.Superseded values are not recommended for survey control.
 EN0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0842.See file dsdata.txt to determine how the superseded data were derived.
 EN0842
 EN0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8041011174(NAD 83)
 EN0842_MARKER: DS = TRIANGULATION STATION DISK
 EN0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0842
 EN0842  HISTORY     - Date     Condition        Report By
 EN0842  HISTORY     - 1964     MONUMENTED       CGS
 EN0842
 EN0842                          STATION DESCRIPTION
 EN0842
 EN0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0842'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF SILVERTON, 4 MILES
 EN0842'SOUTH OF THE JUNCTION OF STATE HIGHWAY 86 AND FARM ROAD 284, IN A
 EN0842'FLAT GRASSY AREA USED FOR FARM MACHINERY STORAGE AND ON LAND
 EN0842'OWNED BY FRANK MERCER.
 EN0842'
 EN0842'TO REACH THE STATION FROM THE COURTHOUSE IN SILVERTON, GO WEST ON
 EN0842'STATE HIGHWAY 86 FOR 4.75 MILES TO FARM ROAD 284.  TURN LEFT AND GO
 EN0842'SOUTH ON FARM ROAD 284 FOR 3.75 MILES TO THE AZIMUTH MARK ON THE
 EN0842'RIGHT.  CONTINUE SOUTH ON THE FARM ROAD FOR 0.35 TO A CROSSROAD.
 EN0842'TURN RIGHT AND GO WEST FOR 0.4 MILE TO THE FRANK MERCER HOUSE ON THE
 EN0842'LEFT.  TURN LEFT AND GO SOUTH ON A PRIVATE ROAD FOR 0.1 MILE TO
 EN0842'THE STATION.
 EN0842'
 EN0842'THE STATION MARK IS A STANDARD DISK, STAMPED MERCER 1964, SET IN THE
 EN0842'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 EN0842'257.9 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 EN0842'GARAGE, 144.0 FEET EAST OF A NORTH-SOUTH FENCE AND 233.5 FEET NORTH
 EN0842'OF AN EAST-WEST FENCE.
 EN0842'
 EN0842'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MERCER NO 1 1964, SET IN
 EN0842'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0842'IS 167.0 FEET NORTH OF THE EAST-WEST FENCE, 169.5 FEET EAST OF THE
 EN0842'NORTH-SOUTH FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0842'
 EN0842'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MERCER NO 2 1964, SET
 EN0842'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 EN0842'IT IS 87.8 FEET EAST OF THE NORTH-SOUTH FENCE, 217.0 FEET NORTH OF
 EN0842'THE EAST-WEST FENCE AND AT ABOUT THE SAME ELEVATION AS THE
 EN0842'STATION.
 EN0842'
 EN0842'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MERCER 1964, SET IN THE
 EN0842'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 EN0842'2.0 FEET SOUTH OF A TELEPHONE LINE POLE, 2.4 FEET NORTH OF A
 EN0842'WITNESS POST AND 49.1 FEET WEST OF THE CENTERLINE OF FARM ROAD 284.
 EN0842'
 EN0842'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1026 ***********************************************************************
 AW1026  DESIGNATION -  MERCURY
 AW1026  PID         -  AW1026
 AW1026  STATE/COUNTY-  TX/HARRIS
 AW1026  USGS QUAD   -  LEAGUE CITY (1995)
 AW1026
 AW1026                         *CURRENT SURVEY CONTROL
 AW1026  ___________________________________________________________________
 AW1026* NAD 83(1986)-  29 33 24.     (N)    095 05 15.     (W)     SCALED    
 AW1026* NAVD 88     -         4.956  (meters)      16.26   (feet)  ADJUSTED  
 AW1026  ___________________________________________________________________
 AW1026  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1026  DYNAMIC HT  -           4.949 (meters)      16.24  (feet)  COMP
 AW1026  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 AW1026
 AW1026  VERT ORDER  -  FIRST     CLASS II
 AW1026
 AW1026.The horizontal coordinates were scaled from a topographic map and have
 AW1026.an estimated accuracy of +/- 6 seconds.
 AW1026
 AW1026.The orthometric height was determined by differential leveling
 AW1026.and adjusted by the National Geodetic Survey in June 1991..
 AW1026
 AW1026.The geoid height was determined by GEOID03.
 AW1026
 AW1026.The dynamic height is computed by dividing the NAVD 88
 AW1026.geopotential number by the normal gravity value computed on the
 AW1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1026.degrees latitude (g = 980.6199 gals.).
 AW1026
 AW1026.The modeled gravity was interpolated from observed gravity values.
 AW1026
 AW1026;                    North         East    Units  Estimated Accuracy
 AW1026;SPC TXSC     - 4,197,330.      979,050.      MT  (+/- 180 meters Scaled)
 AW1026
 AW1026                          SUPERSEDED SURVEY CONTROL
 AW1026
 AW1026  NGVD 29 (12/23/87)    4.953  (m)           16.25   (f) ADJUSTED    1 2
 AW1026
 AW1026.Superseded values are not recommended for survey control.
 AW1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1026.See file dsdata.txt to determine how the superseded data were derived.
 AW1026
 AW1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN977714(NAD 83)
 AW1026_MARKER: Z = SEE DESCRIPTION
 AW1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1026_SP_SET: CONCRETE POST
 AW1026_MARK LOGO: NONE  
 AW1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1026+STABILITY: SURFACE MOTION
 AW1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1026+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AW1026
 AW1026  HISTORY     - Date     Condition        Report By
 AW1026  HISTORY     - UNK      MONUMENTED       CGS
 AW1026  HISTORY     - 1973     GOOD             NGS
 AW1026  HISTORY     - 1978     GOOD             NGS
 AW1026  HISTORY     - 1987     GOOD             USPSQD
 AW1026  HISTORY     - 1987     GOOD             USPSQD
 AW1026  HISTORY     - 1987     GOOD             NGS
 AW1026  HISTORY     - 1988     GOOD             USPSQD
 AW1026  HISTORY     - 1988     GOOD             USPSQD
 AW1026  HISTORY     - 1988     GOOD             USPSQD
 AW1026  HISTORY     - 1989     GOOD             USPSQD
 AW1026  HISTORY     - 1989     GOOD             USPSQD
 AW1026  HISTORY     - 19910216 GOOD             USPSQD
 AW1026  HISTORY     - 19981017 GOOD             USPSQD
 AW1026  HISTORY     - 20010127 GOOD             USPSQD
 AW1026  HISTORY     - 20050622 GOOD             NASA
 AW1026
 AW1026                          STATION DESCRIPTION
 AW1026
 AW1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1026'IN JMC.
 AW1026'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, 0.45 MILE SOUTH ALONG
 AW1026'SECOND STREET FROM THE JUNCTION OF AVENUE B, THENCE 0.25 MILE EAST
 AW1026'ALONG DELTA LINK ROAD, PARKING LOT B-2, AND A WALKWAY, AT THE
 AW1026'SOUTHWEST EDGE OF A POND, 30.6 FEET NORTH OF THE CENTER OF A SIDEWALK,
 AW1026'16.3 FEET WEST-NORTHWEST OF A LIGHT POLE, A BRASS ROD IN THE TOP OF A
 AW1026'CONCRETE POST THAT IS IN THE CENTER OF FOUR METAL PIPES THAT ARE
 AW1026'CONNECTED BY A CHAIN, AND ABOUT 0.1 FOOT BELOW THE SURFACE OF THE
 AW1026'GROUND.
 AW1026
 AW1026                          STATION RECOVERY (1978)
 AW1026
 AW1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (1987)
 AW1026
 AW1026'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (1987)
 AW1026
 AW1026'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (1987)
 AW1026
 AW1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (1988)
 AW1026
 AW1026'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (1988)
 AW1026
 AW1026'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (1988)
 AW1026
 AW1026'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (1989)
 AW1026
 AW1026'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (1989)
 AW1026
 AW1026'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (1991)
 AW1026
 AW1026'RECOVERY NOTE BY US POWER SQUADRON 1991 (ER)
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (1998)
 AW1026
 AW1026'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (2001)
 AW1026
 AW1026'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJH)
 AW1026'RECOVERED IN GOOD CONDITION.
 AW1026
 AW1026                          STATION RECOVERY (2005)
 AW1026
 AW1026'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1086 ***********************************************************************
 CA1086  DESIGNATION -  MERCURY
 CA1086  PID         -  CA1086
 CA1086  STATE/COUNTY-  TX/MCCULLOCH
 CA1086  USGS QUAD   -  MERCURY (1987)
 CA1086
 CA1086                         *CURRENT SURVEY CONTROL
 CA1086  ___________________________________________________________________
 CA1086* NAD 83(1993)-  31 23 16.08458(N)    099 10 02.90270(W)     ADJUSTED  
 CA1086* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 CA1086  ___________________________________________________________________
 CA1086  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CA1086  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CA1086
 CA1086  HORZ ORDER  -  THIRD
 CA1086
 CA1086.The horizontal coordinates were established by classical geodetic methods
 CA1086.and adjusted by the National Geodetic Survey in February 1996..
 CA1086
 CA1086.The orthometric height was scaled from a topographic map.
 CA1086
 CA1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1086
 CA1086.The geoid height was determined by GEOID03.
 CA1086
 CA1086;                    North         East     Units Scale Factor Converg.
 CA1086;SPC TX C     - 3,191,379.486   810,878.862   MT  0.99990440   +0 36 01.8
 CA1086;SPC TX C     -10,470,384.20  2,660,358.40   sFT  0.99990440   +0 36 01.8
 CA1086;UTM  14      - 3,472,593.470   484,077.071   MT  0.99960313   -0 05 14.0
 CA1086
 CA1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1086!SPC TX C     -   0.99992817  x   0.99990440  =   0.99983258
 CA1086!UTM  14      -   0.99992817  x   0.99960313  =   0.99953133
 CA1086
 CA1086:                Primary Azimuth Mark                     Grid Az
 CA1086:SPC TX C     -  ONION                                    204 57 16.8
 CA1086:UTM  14      -  ONION                                    205 38 32.6
 CA1086
 CA1086|---------------------------------------------------------------------|
 CA1086| PID    Reference Object                     Distance      Geod. Az  |
 CA1086|                                                           dddmmss.s |
 CA1086| CA1084 ONION                               APPROX.14.0 KM 2053318.6 |
 CA1086|---------------------------------------------------------------------|
 CA1086
 CA1086                          SUPERSEDED SURVEY CONTROL
 CA1086
 CA1086  NAD 83(1986)-  31 23 16.09330(N)    099 10 02.88884(W) AD(       ) 3
 CA1086  NAD 27      -  31 23 15.51109(N)    099 10 01.71823(W) AD(       ) 3
 CA1086
 CA1086.Superseded values are not recommended for survey control.
 CA1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1086.See file dsdata.txt to determine how the superseded data were derived.
 CA1086
 CA1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV8407772593(NAD 83)
 CA1086_MARKER: DD = SURVEY DISK
 CA1086_SETTING: 66 = SET IN ROCK OUTCROP
 CA1086_SP_SET: SET IN ROCK OUTCROP
 CA1086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1086+STABILITY: POSITION/ELEVATION WELL
 CA1086
 CA1086  HISTORY     - Date     Condition        Report By
 CA1086  HISTORY     - 1947     MONUMENTED       USGS
 CA1086
 CA1086                          STATION DESCRIPTION
 CA1086
 CA1086'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1086'STATION LOCATED ON PROPERTY OWNED AND RESIDED ON BY MR. BART JONES,
 CA1086'ABOUT 2.0 MI. S. OF MERCURY, 2.1 MI. S. ALONG U.S. HIGHWAY 283 FROM
 CA1086'JUNCTION WITH FARM ROAD NO. 502 (MERCURY JUNCTION), ABOUT 1600 FT. S.
 CA1086'FROM THE JONES FARM HOUSE, 1100 FT. E. FROM CENTER OF U.S. HIGHWAY
 CA1086'283, ON THE NE. POINT OF A 1200 FT. NE-SW. WOODED RIDGE.
 CA1086'
 CA1086'STATION MARK--STANDARD USGS TABLET STAMPED ---MERCURY 1947---, IN
 CA1086'ROCK OUTCROP.
 CA1086'
 CA1086'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET IN ROCK OUTCROP,
 CA1086'51.00 FT. NW.
 CA1086'
 CA1086'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET IN ROCK OUTCROP,
 CA1086'36.60 FT. FROM STATION, N 68 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2183 ***********************************************************************
 BL2183  DESIGNATION -  MERCY
 BL2183  PID         -  BL2183
 BL2183  STATE/COUNTY-  TX/SAN JACINTO
 BL2183  USGS QUAD   -  WESTCOTT (1976)
 BL2183
 BL2183                         *CURRENT SURVEY CONTROL
 BL2183  ___________________________________________________________________
 BL2183* NAD 83(1993)-  30 26 18.50643(N)    095 07 15.09046(W)     ADJUSTED  
 BL2183* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 BL2183  ___________________________________________________________________
 BL2183  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BL2183  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL2183
 BL2183  HORZ ORDER  -  SECOND
 BL2183
 BL2183.The horizontal coordinates were established by classical geodetic methods
 BL2183.and adjusted by the National Geodetic Survey in February 1996..
 BL2183
 BL2183.The orthometric height was scaled from a topographic map.
 BL2183
 BL2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2183
 BL2183.The geoid height was determined by GEOID03.
 BL2183
 BL2183;                    North         East     Units Scale Factor Converg.
 BL2183;SPC TX C     - 3,097,287.509 1,200,488.239   MT  0.99992967   +2 41 05.0
 BL2183;SPC TX C     -10,161,684.10  3,938,601.83   sFT  0.99992967   +2 41 05.0
 BL2183;UTM  15      - 3,369,283.680   296,330.524   MT  1.00011176   -1 04 29.4
 BL2183
 BL2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2183!SPC TX C     -   0.99999333  x   0.99992967  =   0.99992300
 BL2183!UTM  15      -   0.99999333  x   1.00011176  =   1.00010509
 BL2183
 BL2183:                Primary Azimuth Mark                     Grid Az
 BL2183:SPC TX C     -  COLDSPRING TEX ILL PLINE MAST            002 15 07.5
 BL2183:UTM  15      -  COLDSPRING TEX ILL PLINE MAST            006 00 41.9
 BL2183
 BL2183|---------------------------------------------------------------------|
 BL2183| PID    Reference Object                     Distance      Geod. Az  |
 BL2183|                                                           dddmmss.s |
 BL2183| BL2169 COLDSPRING TEX ILL PLINE MAST       APPROX.14.7 KM 0045612.5 |
 BL2183| BL2184 MERCY 1952 RM 1                       9.342 METERS 00710     |
 BL2183| BL2187 CLEVELAND MUNICIPAL TANK            APPROX.10.9 KM 1614714.3 |
 BL2183| CV8832 MERCY AZ MK                                        1892601.2 |
 BL2183| CV8833 MERCY RM 2                           33.607 METERS 29004     |
 BL2183| BL2172 LIBERTY HILL LOOKOUT TOWER          APPROX. 9.1 KM 3452104.7 |
 BL2183|---------------------------------------------------------------------|
 BL2183
 BL2183                          SUPERSEDED SURVEY CONTROL
 BL2183
 BL2183  NAD 83(1986)-  30 26 18.51953(N)    095 07 15.07537(W) AD(       ) 2
 BL2183  NAD 27      -  30 26 17.77500(N)    095 07 14.30600(W) AD(       ) 2
 BL2183
 BL2183.Superseded values are not recommended for survey control.
 BL2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2183.See file dsdata.txt to determine how the superseded data were derived.
 BL2183
 BL2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9633169284(NAD 83)
 BL2183_MARKER: DS = TRIANGULATION STATION DISK
 BL2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2183
 BL2183  HISTORY     - Date     Condition        Report By
 BL2183  HISTORY     - 1952     MONUMENTED       CGS
 BL2183
 BL2183                          STATION DESCRIPTION
 BL2183
 BL2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2183'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH-NORTHWEST OF
 BL2183'CLEVELAND IN THE SAM HOUSTON NATIONAL FOREST JUST SOUTH OF
 BL2183'THE MERCY L.O.T. (U.S.), 121 FEET EAST OF THE CENTER OF
 BL2183'A NORTH-SOUTH ROAD.  IT IS STAMPED MERCY 1952 AND IS FLUSH
 BL2183'WITH THE GROUND SURFACE.
 BL2183'
 BL2183'REFERENCE MARK NO. 1 IS DIRECTLY BENEATH THE CENTER OF LOOKOUT
 BL2183'TOWER.  IT IS STAMPED MERCY NO 1 1952 AND PROJECTS 1 INCH.
 BL2183'
 BL2183'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF A CLEARING, 30
 BL2183'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD AND 2 FEET
 BL2183'SOUTH OF A WITNESS POST.  IT IS STAMPED MERCY NO 2 1952 AND
 BL2183'PROJECTS 6 INCHES.
 BL2183'
 BL2183'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 112.95
 BL2183'FEET.
 BL2183'
 BL2183'THE AZIMUTH MARK IS IN THE SOUTH EDGE OF A LARGE CLEARING,
 BL2183'2 FEET NORTH OF A WITNESS POST.  IT IS STAMPED MERCY 1952
 BL2183'AND PROJECTS 8 INCHES.
 BL2183'
 BL2183'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK WEST
 BL2183'OF THE RAILROAD STATION IN CLEVELAND, GO NORTH ON U.S. HIGHWAY
 BL2183'59 FOR 0.2 MILE TO A CROSSROAD, TURN LEFT AND GO WEST AND
 BL2183'NORTH ON HARD SURFACED ROAD FOR 5.8 MILES TO A CROSSROAD.
 BL2183'CONTINUE NORTH ON GRAVELED ROAD FOR 0.7 MILE TO A T ROAD
 BL2183'LEFT, (TURN LEFT AND GO WEST FOR 0.1 MILE TO AZIMUTH MARK
 BL2183'IN SOUTH EDGE OF LARGE CLEARING AS DESCRIBED.) CONTINUE NORTH
 BL2183'FOR 0.2 MILE TO STATION ON RIGHT JUST SOUTH OF LOOKOUT TOWER
 BL2183'AS DESCRIBED.
 BL2183'
 BL2183'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2184 ***********************************************************************
 BL2184  DESIGNATION -  MERCY 1952 RM 1
 BL2184  PID         -  BL2184
 BL2184  STATE/COUNTY-  TX/SAN JACINTO
 BL2184  USGS QUAD   -  WESTCOTT (1976)
 BL2184
 BL2184                         *CURRENT SURVEY CONTROL
 BL2184  ___________________________________________________________________
 BL2184* NAD 83(1993)-  30 26 18.80743(N)    095 07 15.04678(W)     ADJUSTED  
 BL2184* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 BL2184  ___________________________________________________________________
 BL2184  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BL2184  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL2184
 BL2184  HORZ ORDER  -  SECOND
 BL2184
 BL2184.The horizontal coordinates were established by classical geodetic methods
 BL2184.and adjusted by the National Geodetic Survey in February 1996..
 BL2184
 BL2184.The orthometric height was scaled from a topographic map.
 BL2184
 BL2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2184
 BL2184.The geoid height was determined by GEOID03.
 BL2184
 BL2184;                    North         East     Units Scale Factor Converg.
 BL2184;SPC TX C     - 3,097,296.822 1,200,488.969   MT  0.99992965   +2 41 05.1
 BL2184;SPC TX C     -10,161,714.66  3,938,604.23   sFT  0.99992965   +2 41 05.1
 BL2184;UTM  15      - 3,369,292.927   296,331.863   MT  1.00011175   -1 04 29.4
 BL2184
 BL2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2184!SPC TX C     -   0.99999333  x   0.99992965  =   0.99992298
 BL2184!UTM  15      -   0.99999333  x   1.00011175  =   1.00010508
 BL2184
 BL2184                          SUPERSEDED SURVEY CONTROL
 BL2184
 BL2184  NAD 83(1986)-  30 26 18.82053(N)    095 07 15.03169(W) AD(       ) 2
 BL2184  NAD 27      -  30 26 18.07601(N)    095 07 14.26232(W) AD(       ) 2
 BL2184
 BL2184.Superseded values are not recommended for survey control.
 BL2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2184.See file dsdata.txt to determine how the superseded data were derived.
 BL2184
 BL2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9633269293(NAD 83)
 BL2184_MARKER: 57 = LOOKOUT TOWER
 BL2184
 BL2184  HISTORY     - Date     Condition        Report By
 BL2184  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2184
 BL2184                          STATION DESCRIPTION
 BL2184
 BL2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2184'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH-NORTHWEST OF
 BL2184'CLEVELAND IN THE SAM HOUSTON NATIONAL FOREST, 120 FEET EAST
 BL2184'OF THE CENTER OF A NORTH-SOUTH ROAD.  IT IS A 4 LEGGED
 BL2184'STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED CAB AND HAS
 BL2184'AN OVERALL HEIGHT OF 110 FEET.
 BL2184'
 BL2184'THE POINT OBSERVED WAS MERCY R.M. NO. 1 (DIRECTLY BENEATH
 BL2184'THE CENTER OF LOOKOUT TOWER).
 BL2184'
 BL2184'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK WEST OF
 BL2184'THE RAILROAD STATION IN CLEVELAND, GO NORTH ON U.S. HIGHWAY
 BL2184'59 FOR 0.2 MILE TO A CROSSROAD, TURN LEFT AND GO WEST AND
 BL2184'NORTH FOR 5.8 MILES TO A CROSSROAD, CONTINUE NORTH FOR 0.9
 BL2184'MILE TO STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0859 ***********************************************************************
 CT0859  DESIGNATION -  MERKEL
 CT0859  PID         -  CT0859
 CT0859  STATE/COUNTY-  TX/TAYLOR
 CT0859  USGS QUAD   -  MERKEL EAST (1984)
 CT0859
 CT0859                         *CURRENT SURVEY CONTROL
 CT0859  ___________________________________________________________________
 CT0859* NAD 83(1993)-  32 28 06.43938(N)    099 59 53.23834(W)     ADJUSTED  
 CT0859* NAVD 88     -       571.037  (meters)    1873.48   (feet)  ADJUSTED  
 CT0859  ___________________________________________________________________
 CT0859  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CT0859  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CT0859  DYNAMIC HT  -         570.294 (meters)    1871.04  (feet)  COMP
 CT0859  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 CT0859
 CT0859  HORZ ORDER  -  THIRD
 CT0859  VERT ORDER  -  FIRST     CLASS II
 CT0859
 CT0859.The horizontal coordinates were established by classical geodetic methods
 CT0859.and adjusted by the National Geodetic Survey in February 1996..
 CT0859
 CT0859.The orthometric height was determined by differential leveling
 CT0859.and adjusted by the National Geodetic Survey in June 1991..
 CT0859
 CT0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0859
 CT0859.The geoid height was determined by GEOID03.
 CT0859
 CT0859.The dynamic height is computed by dividing the NAVD 88
 CT0859.geopotential number by the normal gravity value computed on the
 CT0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0859.degrees latitude (g = 980.6199 gals.).
 CT0859
 CT0859.The modeled gravity was interpolated from observed gravity values.
 CT0859
 CT0859;                    North         East     Units Scale Factor Converg.
 CT0859;SPC TXNC     - 2,089,915.255   459,177.716   MT  0.99992406   -0 49 01.4
 CT0859;SPC TXNC     - 6,856,663.63  1,506,485.56   sFT  0.99992406   -0 49 01.4
 CT0859;UTM  14      - 3,592,800.984   406,202.529   MT  0.99970849   -0 32 09.1
 CT0859
 CT0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0859!SPC TXNC     -   0.99991468  x   0.99992406  =   0.99983874
 CT0859!UTM  14      -   0.99991468  x   0.99970849  =   0.99962319
 CT0859
 CT0859|---------------------------------------------------------------------|
 CT0859| PID    Reference Object                     Distance      Geod. Az  |
 CT0859|                                                           dddmmss.s |
 CT0859| CT0860 MERKEL RM 1                          17.935 METERS 08916     |
 CT0859| CT0858 MERKEL AZ MK                                       0992131.4 |
 CT0859| CT1135 AIRPORT BCN DYESS AFB ABILENE       APPROX.15.8 KM 1064201.2 |
 CT0859| CT1153 MERKEL MAGNOLIA PLINE CO MAST       APPROX. 6.4 KM 1545718.8 |
 CT0859| CU0923 MERKEL MUNICIPAL TANK               APPROX. 2.1 KM 2414751.9 |
 CT0859| CU0924 MERKEL METHODIST CHURCH SPIRE       APPROX. 1.5 KM 2684536.3 |
 CT0859| CT0861 MERKEL RM 2                          16.639 METERS 26914     |
 CT0859|---------------------------------------------------------------------|
 CT0859
 CT0859                          SUPERSEDED SURVEY CONTROL
 CT0859
 CT0859  NAD 83(1986)-  32 28 06.44549(N)    099 59 53.22679(W) AD(       ) 3
 CT0859  NAD 27      -  32 28 06.01000(N)    099 59 51.89040(W) AD(       ) 3
 CT0859
 CT0859.Superseded values are not recommended for survey control.
 CT0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0859.See file dsdata.txt to determine how the superseded data were derived.
 CT0859
 CT0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0620392801(NAD 83)
 CT0859_MARKER: DS = TRIANGULATION STATION DISK
 CT0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0859_SP_SET: CONCRETE POST
 CT0859_STAMPING: MERKEL 1961
 CT0859_MARK LOGO: CGS   
 CT0859_PROJECTION: FLUSH
 CT0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0859+STABILITY: SURFACE MOTION
 CT0859
 CT0859  HISTORY     - Date     Condition        Report By
 CT0859  HISTORY     - 1961     MONUMENTED       CGS
 CT0859  HISTORY     - 1982     GOOD             NGS
 CT0859  HISTORY     - 1982     GOOD             NGS
 CT0859  HISTORY     - 19940804 GOOD             USPSQD
 CT0859  HISTORY     - 20011013 GOOD             USPSQD
 CT0859
 CT0859                          STATION DESCRIPTION
 CT0859
 CT0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0859'THE STATION IS APPROXIMATELY 3/4 MILES EAST OF THE CENTER OF
 CT0859'MERKEL, 0.05 MILE SOUTH OF A CEMETERY, ON THE SOUTH RIGHT-OF-WAY
 CT0859'OF LOOP 39.
 CT0859'
 CT0859'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MERKEL, GO EAST
 CT0859'ON LOOP 39 FOR 0.75 MILE TO A CEMETERY ON THE LEFT AND THE STATION
 CT0859'ON THE RIGHT.
 CT0859'
 CT0859'STATION MARKS ARE STANDARD DISKS STAMPED MERKEL 1961.  THE
 CT0859'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT0859'1 INCH.  IT IS 87 FEET EAST OF A TELEPHONE POLE, 85 FEET SOUTH
 CT0859'OF THE CENTER LINE OF LOOP 39, 62 FEET WEST OF A POWER POLE AND
 CT0859'43 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS.  THE
 CT0859'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 CT0859'INCHES BELOW THE SURFACE OF THE GROUND.
 CT0859'
 CT0859'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MERKEL NO 1 1961,
 CT0859'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CT0859'IT IS 53 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS,
 CT0859'75 FEET SOUTH OF THE CENTER LINE OF LOOP 39 AND 3 FEET WEST
 CT0859'OF THE POWER POLE.
 CT0859'
 CT0859'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MERKEL NO 2 1961,
 CT0859'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CT0859'GROUND.  IT IS 94 FEET SOUTH OF THE CENTER LINE OF LOOP 39,
 CT0859'34 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS AND
 CT0859'33 FEET EAST OF THE TELEPHONE POLE.
 CT0859'
 CT0859'AZIMUTH MARK IS A STANDARD DISK STAMPED MERKEL 1961, SET IN A
 CT0859'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 96 FEET SOUTH
 CT0859'OF THE CENTER LINE OF LOOP 39, 31.5 FEET NORTH OF THE NORTH
 CT0859'RAIL OF THE RAILROAD TRACKS, 3 FEET WEST OF A TELEPHONE POLE
 CT0859'AND 2.4 FEET WEST OF A METAL WITNESS POST.
 CT0859'
 CT0859'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON LOOP
 CT0859'39 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 CT0859'
 CT0859'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT0859
 CT0859                          STATION RECOVERY (1982)
 CT0859
 CT0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CT0859'THE STATION, REFERENCE MARK NO 1, NO 2 AND THE AZIMUTH MARK WERE
 CT0859'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 CT0859
 CT0859                          STATION RECOVERY (1982)
 CT0859
 CT0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0859'20.3 KM (12.6 MI) WEST FROM ABILENE.
 CT0859'20.3 KM (12.6 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0859'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0859'ABILENE, 0.2 KM (0.1 MI) WEST OF MILEPOST 422, 26.7 METERS (87.6 FT)
 CT0859'EAST OF A UTILITY POLE, 25.9 METERS (85.0 FT) SOUTH OF THE CENTERLINE
 CT0859'OF STATE HIGHWAY LOOP 39, 13.1 METERS (43.0 FT) NORTH OF THE NEAR RAIL
 CT0859'AND 9.3 METERS (30.5 FT) WEST OF A UTILITY POLE.
 CT0859'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CT0859'THE MARK IS 0.6 M ABOVE THE ROAD.
 CT0859
 CT0859                          STATION RECOVERY (1994)
 CT0859
 CT0859'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0859'RECOVERED IN GOOD CONDITION.
 CT0859
 CT0859                          STATION RECOVERY (2001)
 CT0859
 CT0859'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1151 ***********************************************************************
 CT1151  DESIGNATION -  MERKEL ATT MICROWAVE MAST
 CT1151  PID         -  CT1151
 CT1151  STATE/COUNTY-  TX/TAYLOR
 CT1151  USGS QUAD   -  MERKEL EAST (1984)
 CT1151
 CT1151                         *CURRENT SURVEY CONTROL
 CT1151  ___________________________________________________________________
 CT1151* NAD 83(1993)-  32 29 28.99089(N)    099 59 01.44224(W)     ADJUSTED  
 CT1151* NAVD 88     -                                                        
 CT1151  ___________________________________________________________________
 CT1151  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CT1151  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CT1151
 CT1151  HORZ ORDER  -  THIRD
 CT1151
 CT1151.The horizontal coordinates were established by classical geodetic methods
 CT1151.and adjusted by the National Geodetic Survey in February 1996..
 CT1151
 CT1151
 CT1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1151
 CT1151.The geoid height was determined by GEOID03.
 CT1151
 CT1151;                    North         East     Units Scale Factor Converg.
 CT1151;SPC TXNC     - 2,092,438.545   460,565.979   MT  0.99992009   -0 48 33.2
 CT1151;SPC TXNC     - 6,864,942.13  1,511,040.22   sFT  0.99992009   -0 48 33.2
 CT1151;UTM  14      - 3,595,330.507   407,578.106   MT  0.99970533   -0 31 42.5
 CT1151
 CT1151                          SUPERSEDED SURVEY CONTROL
 CT1151
 CT1151  NAD 83(1986)-  32 29 28.99723(N)    099 59 01.43261(W) AD(       ) 4
 CT1151  NAD 27      -  32 29 28.55500(N)    099 59 00.12200(W) AD(       ) 3
 CT1151
 CT1151.Superseded values are not recommended for survey control.
 CT1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1151.See file dsdata.txt to determine how the superseded data were derived.
 CT1151
 CT1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0757895331(NAD 83)
 CT1151_MARKER: 44 = MICROWAVE MAST
 CT1151
 CT1151  HISTORY     - Date     Condition        Report By
 CT1151  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1151  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CT1151
 CT1151                          STATION DESCRIPTION
 CT1151
 CT1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1151'THE STATION IS THE TOP CENTER OF A THREE LEGGED STEEL
 CT1151'STRUCTURE WHICH IS ON A LOW RIDGE APPROXIMATELY 2 MILES
 CT1151'NORTHEAST OF MERKEL AND 3/4 MILE WEST OF A GRAVEL ROAD.
 CT1151'
 CT1151'THE STRUCTURE IS GREY, GUYED, AND HAS TWO LARGE SCREENS ON
 CT1151'THE TOP OF THE MAST AND HAS AN OVERALL HEIGHT OF 165 FEET.
 CT1151
 CT1151                          STATION RECOVERY (1994)
 CT1151
 CT1151'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0858 ***********************************************************************
 CT0858  DESIGNATION -  MERKEL AZ MK
 CT0858  PID         -  CT0858
 CT0858  STATE/COUNTY-  TX/TAYLOR
 CT0858  USGS QUAD   -  MERKEL EAST (1984)
 CT0858
 CT0858                         *CURRENT SURVEY CONTROL
 CT0858  ___________________________________________________________________
 CT0858* NAD 83(1986)-  32 28 02.     (N)    099 59 25.     (W)     SCALED    
 CT0858* NAVD 88     -       560.431  (meters)    1838.68   (feet)  ADJUSTED  
 CT0858  ___________________________________________________________________
 CT0858  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CT0858  DYNAMIC HT  -         559.702 (meters)    1836.29  (feet)  COMP
 CT0858  MODELED GRAV-     979,320.8   (mgal)                       NAVD 88
 CT0858
 CT0858  VERT ORDER  -  FIRST     CLASS II
 CT0858
 CT0858.The horizontal coordinates were scaled from a topographic map and have
 CT0858.an estimated accuracy of +/- 6 seconds.
 CT0858
 CT0858.The orthometric height was determined by differential leveling
 CT0858.and adjusted by the National Geodetic Survey in June 1991..
 CT0858
 CT0858.The geoid height was determined by GEOID03.
 CT0858
 CT0858.The dynamic height is computed by dividing the NAVD 88
 CT0858.geopotential number by the normal gravity value computed on the
 CT0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0858.degrees latitude (g = 980.6199 gals.).
 CT0858
 CT0858.The modeled gravity was interpolated from observed gravity values.
 CT0858
 CT0858;                    North         East    Units  Estimated Accuracy
 CT0858;SPC TXNC     - 2,089,770.      459,910.      MT  (+/- 180 meters Scaled)
 CT0858
 CT0858                          SUPERSEDED SURVEY CONTROL
 CT0858
 CT0858.No superseded survey control is available for this station.
 CT0858
 CT0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA069926(NAD 83)
 CT0858_MARKER: DZ = AZIMUTH MARK DISK
 CT0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0858_SP_SET: CONCRETE POST
 CT0858_STAMPING: MERKEL 1961
 CT0858_MARK LOGO: CGS   
 CT0858_PROJECTION: PROJECTING 5 CENTIMETERS
 CT0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0858+STABILITY: SURFACE MOTION
 CT0858
 CT0858  HISTORY     - Date     Condition        Report By
 CT0858  HISTORY     - 1961     MONUMENTED       CGS
 CT0858  HISTORY     - 1982     GOOD             NGS
 CT0858  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CT0858  HISTORY     - 20011013 GOOD             USPSQD
 CT0858
 CT0858                          STATION DESCRIPTION
 CT0858
 CT0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0858'19.5 KM (12.1 MI) WEST FROM ABILENE.
 CT0858'19.5 KM (12.1 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0858'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0858'ABILENE, 0.6 KM (0.35 MI) EAST OF MILEPOST 422, 29.3 METERS (96.1 FT)
 CT0858'SOUTH OF THE CENTERLINE OF STATE HIGHWAY LOOP 39, 9.6 METERS (31.5 FT)
 CT0858'NORTH OF THE NEAR RAIL AND 0.9 METER (3.0 FT) WEST OF A UTILITY POLE.
 CT0858'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 CT0858'THE MARK IS 1.8 M BELOW THE TRACKS.
 CT0858
 CT0858                          STATION RECOVERY (1994)
 CT0858
 CT0858'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0858'MARK NOT FOUND.
 CT0858
 CT0858                          STATION RECOVERY (2001)
 CT0858
 CT0858'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0920 ***********************************************************************
 CU0920  DESIGNATION -  MERKEL ELEC LT PLANT TALL STK
 CU0920  PID         -  CU0920
 CU0920  STATE/COUNTY-  TX/TAYLOR
 CU0920  USGS QUAD   -  MERKEL WEST (1984)
 CU0920
 CU0920                         *CURRENT SURVEY CONTROL
 CU0920  ___________________________________________________________________
 CU0920* NAD 83(1993)-  32 28 07.43855(N)    100 00 19.77074(W)     ADJUSTED  
 CU0920* NAVD 88     -                                                        
 CU0920  ___________________________________________________________________
 CU0920  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CU0920  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CU0920
 CU0920  HORZ ORDER  -  THIRD
 CU0920
 CU0920.The horizontal coordinates were established by classical geodetic methods
 CU0920.and adjusted by the National Geodetic Survey in February 1996..
 CU0920
 CU0920
 CU0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0920
 CU0920.The geoid height was determined by GEOID03.
 CU0920
 CU0920;                    North         East     Units Scale Factor Converg.
 CU0920;SPC TXNC     - 2,089,955.932   458,485.419   MT  0.99992401   -0 49 15.9
 CU0920;SPC TXNC     - 6,856,797.09  1,504,214.25   sFT  0.99992401   -0 49 15.9
 CU0920;UTM  14      - 3,592,838.254   405,510.190   MT  0.99971010   -0 32 23.4
 CU0920
 CU0920                          SUPERSEDED SURVEY CONTROL
 CU0920
 CU0920  NAD 83(1986)-  32 28 07.44549(N)    100 00 19.75904(W) AD(       ) 4
 CU0920  NAD 27      -  32 28 07.00800(N)    100 00 18.41400(W) AD(       ) 3
 CU0920
 CU0920.Superseded values are not recommended for survey control.
 CU0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0920.See file dsdata.txt to determine how the superseded data were derived.
 CU0920
 CU0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0551092838(NAD 83)
 CU0920_MARKER: 63 = STACK
 CU0920
 CU0920  HISTORY     - Date     Condition        Report By
 CU0920  HISTORY     - 1908     FIRST OBSERVED   CGS
 CU0920  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0920
 CU0920                          STATION DESCRIPTION
 CU0920
 CU0920'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1153 ***********************************************************************
 CT1153  DESIGNATION -  MERKEL MAGNOLIA PLINE CO MAST
 CT1153  PID         -  CT1153
 CT1153  STATE/COUNTY-  TX/TAYLOR
 CT1153  USGS QUAD   -  MERKEL EAST (1984)
 CT1153
 CT1153                         *CURRENT SURVEY CONTROL
 CT1153  ___________________________________________________________________
 CT1153* NAD 83(1993)-  32 24 57.36093(N)    099 58 09.08840(W)     ADJUSTED  
 CT1153* NAVD 88     -                                                        
 CT1153  ___________________________________________________________________
 CT1153  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CT1153  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CT1153
 CT1153  HORZ ORDER  -  THIRD
 CT1153
 CT1153.The horizontal coordinates were established by classical geodetic methods
 CT1153.and adjusted by the National Geodetic Survey in February 1996..
 CT1153
 CT1153
 CT1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1153
 CT1153.The geoid height was determined by GEOID03.
 CT1153
 CT1153;                    North         East     Units Scale Factor Converg.
 CT1153;SPC TXNC     - 2,084,053.451   461,815.538   MT  0.99993373   -0 48 04.6
 CT1153;SPC TXNC     - 6,837,432.03  1,515,139.81   sFT  0.99993373   -0 48 04.6
 CT1153;UTM  14      - 3,586,953.515   408,868.520   MT  0.99970241   -0 31 10.5
 CT1153
 CT1153                          SUPERSEDED SURVEY CONTROL
 CT1153
 CT1153  NAD 83(1986)-  32 24 57.36771(N)    099 58 09.07629(W) AD(       ) 4
 CT1153  NAD 27      -  32 24 56.92200(N)    099 58 07.73800(W) AD(       ) 3
 CT1153
 CT1153.Superseded values are not recommended for survey control.
 CT1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1153.See file dsdata.txt to determine how the superseded data were derived.
 CT1153
 CT1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0886986954(NAD 83)
 CT1153_MARKER: 44 = MICROWAVE MAST
 CT1153
 CT1153  HISTORY     - Date     Condition        Report By
 CT1153  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1153  HISTORY     - 19940804 GOOD             USPSQD
 CT1153  HISTORY     - 20011013 GOOD             USPSQD
 CT1153
 CT1153                          STATION DESCRIPTION
 CT1153
 CT1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1153'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CT1153'4 MILES SOUTHEAST OF MERKEL AND 1 MILE NORTH OF FARM ROAD 1235.
 CT1153'
 CT1153'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, WITH TWO
 CT1153'LARGE REFLECTORS AT THE TOP AND HAS AN OVERALL HEIGHT OF 280
 CT1153'FEET.
 CT1153
 CT1153                          STATION RECOVERY (1994)
 CT1153
 CT1153'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1153'RECOVERED IN GOOD CONDITION.
 CT1153
 CT1153                          STATION RECOVERY (2001)
 CT1153
 CT1153'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0924 ***********************************************************************
 CU0924  DESIGNATION -  MERKEL METHODIST CHURCH SPIRE
 CU0924  PID         -  CU0924
 CU0924  STATE/COUNTY-  TX/TAYLOR
 CU0924  USGS QUAD   -  MERKEL WEST (1984)
 CU0924
 CU0924                         *CURRENT SURVEY CONTROL
 CU0924  ___________________________________________________________________
 CU0924* NAD 83(1993)-  32 28 05.38674(N)    100 00 50.41114(W)     ADJUSTED  
 CU0924* NAVD 88     -                                                        
 CU0924  ___________________________________________________________________
 CU0924  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CU0924  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CU0924
 CU0924  HORZ ORDER  -  THIRD
 CU0924
 CU0924.The horizontal coordinates were established by classical geodetic methods
 CU0924.and adjusted by the National Geodetic Survey in February 1996..
 CU0924
 CU0924
 CU0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0924
 CU0924.The geoid height was determined by GEOID03.
 CU0924
 CU0924;                    North         East     Units Scale Factor Converg.
 CU0924;SPC TXNC     - 2,089,904.237   457,684.518   MT  0.99992411   -0 49 32.6
 CU0924;SPC TXNC     - 6,856,627.48  1,501,586.62   sFT  0.99992411   -0 49 32.6
 CU0924;UTM  14      - 3,592,782.639   404,709.723   MT  0.99971197   -0 32 39.8
 CU0924
 CU0924                          SUPERSEDED SURVEY CONTROL
 CU0924
 CU0924  NAD 83(1986)-  32 28 05.39348(N)    100 00 50.39931(W) AD(       ) 4
 CU0924  NAD 27      -  32 28 04.95700(N)    100 00 49.06900(W) AD(       ) 3
 CU0924
 CU0924.Superseded values are not recommended for survey control.
 CU0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0924.See file dsdata.txt to determine how the superseded data were derived.
 CU0924
 CU0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0471092783(NAD 83)
 CU0924_MARKER: 90 = CHURCH SPIRE
 CU0924
 CU0924  HISTORY     - Date     Condition        Report By
 CU0924  HISTORY     - 1961     FIRST OBSERVED   CGS
 CU0924  HISTORY     - 19940804 GOOD             USPSQD
 CU0924  HISTORY     - 20011013 GOOD             USPSQD
 CU0924
 CU0924                          STATION DESCRIPTION
 CU0924
 CU0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0924'THE STATION IS A BALL ATOP THE SPIRE WHICH IS LOCATED AT THE
 CU0924'NORTHWEST CORNER OF LOCUS AND SOUTH THIRD STREETS IN MERKEL.
 CU0924'
 CU0924'THE CHURCH IS A LARGE, TAN, STONE STRUCTURE WITH A TAN BELFRY
 CU0924'WHICH HAS A WHITE SPIRE WITH A BROWN BALL ON THE SPIRE AND
 CU0924'HAS AN OVERALL HEIGHT OF 75 FEET.
 CU0924
 CU0924                          STATION RECOVERY (1994)
 CU0924
 CU0924'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0924'RECOVERED IN GOOD CONDITION.
 CU0924
 CU0924                          STATION RECOVERY (2001)
 CU0924
 CU0924'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0923 ***********************************************************************
 CU0923  DESIGNATION -  MERKEL MUNICIPAL TANK
 CU0923  PID         -  CU0923
 CU0923  STATE/COUNTY-  TX/TAYLOR
 CU0923  USGS QUAD   -  MERKEL WEST (1984)
 CU0923
 CU0923                         *CURRENT SURVEY CONTROL
 CU0923  ___________________________________________________________________
 CU0923* NAD 83(1993)-  32 27 34.91035(N)    100 01 02.57636(W)     ADJUSTED  
 CU0923* NAVD 88     -                                                        
 CU0923  ___________________________________________________________________
 CU0923  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CU0923  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0923
 CU0923  HORZ ORDER  -  THIRD
 CU0923
 CU0923.The horizontal coordinates were established by classical geodetic methods
 CU0923.and adjusted by the National Geodetic Survey in February 1996..
 CU0923
 CU0923
 CU0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0923
 CU0923.The geoid height was determined by GEOID03.
 CU0923
 CU0923;                    North         East     Units Scale Factor Converg.
 CU0923;SPC TXNC     - 2,088,970.189   457,353.336   MT  0.99992561   -0 49 39.3
 CU0923;SPC TXNC     - 6,853,563.03  1,500,500.07   sFT  0.99992561   -0 49 39.3
 CU0923;UTM  14      - 3,591,847.175   404,383.202   MT  0.99971274   -0 32 45.9
 CU0923
 CU0923                          SUPERSEDED SURVEY CONTROL
 CU0923
 CU0923  NAD 83(1986)-  32 27 34.91706(N)    100 01 02.56456(W) AD(       ) 4
 CU0923  NAD 27      -  32 27 34.47900(N)    100 01 01.22700(W) AD(       ) 3
 CU0923
 CU0923.Superseded values are not recommended for survey control.
 CU0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0923.See file dsdata.txt to determine how the superseded data were derived.
 CU0923
 CU0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0438391847(NAD 83)
 CU0923_MARKER: 53 = ELEVATED TANK
 CU0923
 CU0923  HISTORY     - Date     Condition        Report By
 CU0923  HISTORY     - 1961     FIRST OBSERVED   CGS
 CU0923  HISTORY     - 20011013 GOOD             USPSQD
 CU0923
 CU0923                          STATION DESCRIPTION
 CU0923
 CU0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0923'THE STATION IS THE BALL ATOP THE TANK WHICH IS IN THE SOUTHWEST
 CU0923'EDGE OF TOWN, JUST EAST OF THE INTERSECTION OF ASH AND HERRING
 CU0923'STREETS AND 300 FEET SOUTH OF SOUTH TENTH STREET.
 CU0923'
 CU0923'THE TANK IS A METAL STRUCTURE PAINTED SILVER, WITH THE LETTERS
 CU0923'MERKEL PAINTED IN BLACK ON THE NORTH AND SOUTH SIDES, AND
 CU0923'IS SUPPORTED BY 6 LEGS.  THE OVERALL HEIGHT IS 150 FEET.
 CU0923
 CU0923                          STATION RECOVERY (2001)
 CU0923
 CU0923'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0860 ***********************************************************************
 CT0860  DESIGNATION -  MERKEL RM 1
 CT0860  PID         -  CT0860
 CT0860  STATE/COUNTY-  TX/TAYLOR
 CT0860  USGS QUAD   -  MERKEL EAST (1984)
 CT0860
 CT0860                         *CURRENT SURVEY CONTROL
 CT0860  ___________________________________________________________________
 CT0860* NAD 83(1986)-  32 28 06.     (N)    099 59 51.     (W)     SCALED    
 CT0860* NAVD 88     -       570.852  (meters)    1872.87   (feet)  ADJUSTED  
 CT0860  ___________________________________________________________________
 CT0860  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CT0860  DYNAMIC HT  -         570.110 (meters)    1870.44  (feet)  COMP
 CT0860  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 CT0860
 CT0860  VERT ORDER  -  FIRST     CLASS II
 CT0860
 CT0860.The horizontal coordinates were scaled from a topographic map and have
 CT0860.an estimated accuracy of +/- 6 seconds.
 CT0860
 CT0860.The orthometric height was determined by differential leveling
 CT0860.and adjusted by the National Geodetic Survey in June 1991..
 CT0860
 CT0860.The geoid height was determined by GEOID03.
 CT0860
 CT0860.The dynamic height is computed by dividing the NAVD 88
 CT0860.geopotential number by the normal gravity value computed on the
 CT0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0860.degrees latitude (g = 980.6199 gals.).
 CT0860
 CT0860.The modeled gravity was interpolated from observed gravity values.
 CT0860
 CT0860;                    North         East    Units  Estimated Accuracy
 CT0860;SPC TXNC     - 2,089,900.      459,240.      MT  (+/- 180 meters Scaled)
 CT0860
 CT0860                          SUPERSEDED SURVEY CONTROL
 CT0860
 CT0860.No superseded survey control is available for this station.
 CT0860
 CT0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA062927(NAD 83)
 CT0860_MARKER: DR = REFERENCE MARK DISK
 CT0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0860_SP_SET: CONCRETE POST
 CT0860_STAMPING: MERKEL NO 1 1961
 CT0860_MARK LOGO: CGS   
 CT0860_PROJECTION: PROJECTING 5 CENTIMETERS
 CT0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0860+STABILITY: SURFACE MOTION
 CT0860
 CT0860  HISTORY     - Date     Condition        Report By
 CT0860  HISTORY     - 1961     MONUMENTED       CGS
 CT0860  HISTORY     - 1982     GOOD             NGS
 CT0860  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CT0860
 CT0860                          STATION DESCRIPTION
 CT0860
 CT0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0860'20.3 KM (12.6 M) WEST FROM ABILENE.
 CT0860'20.3 KM (12.6 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0860'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0860'ABILENE, 0.2 KM (0.1 MI) WEST OF MILEPOST 422, 22.9 METERS (75.1 FT)
 CT0860'SOUTH OF THE CENTERLINE OF STATE HIGHWAY LOOP 39, 17.9 METERS (58.7
 CT0860'FT) EAST OF THE STATION MARK, 16.1 METERS (52.8 FT) NORTH OF THE NEAR
 CT0860'RAIL, 14.5 METERS (47.6 FT) NORTHWEST OF A UTILITY POLE AND 8.6 METERS
 CT0860'(28.2 FT) EAST-SOUTHEAST OF A UTILITY POLE.
 CT0860'THE MARK IS 0.6 M ABOVE THE ROAD.
 CT0860
 CT0860                          STATION RECOVERY (1994)
 CT0860
 CT0860'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0861 ***********************************************************************
 CT0861  DESIGNATION -  MERKEL RM 2
 CT0861  PID         -  CT0861
 CT0861  STATE/COUNTY-  TX/TAYLOR
 CT0861  USGS QUAD   -  MERKEL EAST (1984)
 CT0861
 CT0861                         *CURRENT SURVEY CONTROL
 CT0861  ___________________________________________________________________
 CT0861* NAD 83(1986)-  32 28 05.     (N)    099 59 53.     (W)     SCALED    
 CT0861* NAVD 88     -       571.314  (meters)    1874.39   (feet)  ADJUSTED  
 CT0861  ___________________________________________________________________
 CT0861  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CT0861  DYNAMIC HT  -         570.571 (meters)    1871.95  (feet)  COMP
 CT0861  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 CT0861
 CT0861  VERT ORDER  -  FIRST     CLASS II
 CT0861
 CT0861.The horizontal coordinates were scaled from a topographic map and have
 CT0861.an estimated accuracy of +/- 6 seconds.
 CT0861
 CT0861.The orthometric height was determined by differential leveling
 CT0861.and adjusted by the National Geodetic Survey in June 1991..
 CT0861
 CT0861.The geoid height was determined by GEOID03.
 CT0861
 CT0861.The dynamic height is computed by dividing the NAVD 88
 CT0861.geopotential number by the normal gravity value computed on the
 CT0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0861.degrees latitude (g = 980.6199 gals.).
 CT0861
 CT0861.The modeled gravity was interpolated from observed gravity values.
 CT0861
 CT0861;                    North         East    Units  Estimated Accuracy
 CT0861;SPC TXNC     - 2,089,870.      459,180.      MT  (+/- 180 meters Scaled)
 CT0861
 CT0861                          SUPERSEDED SURVEY CONTROL
 CT0861
 CT0861.No superseded survey control is available for this station.
 CT0861
 CT0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA062927(NAD 83)
 CT0861_MARKER: DR = REFERENCE MARK DISK
 CT0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0861_SP_SET: CONCRETE POST
 CT0861_STAMPING: MERKEL NO 2 1961
 CT0861_MARK LOGO: CGS   
 CT0861_PROJECTION: FLUSH
 CT0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0861+STABILITY: SURFACE MOTION
 CT0861
 CT0861  HISTORY     - Date     Condition        Report By
 CT0861  HISTORY     - 1961     MONUMENTED       CGS
 CT0861  HISTORY     - 1982     GOOD             NGS
 CT0861  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CT0861
 CT0861                          STATION DESCRIPTION
 CT0861
 CT0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0861'20.3 KM (12.6 MI) WEST FROM ABILENE.
 CT0861'20.3 KM (12.6 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0861'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0861'ABILENE, 0.2 KM (0.1 MI) WEST OF MILEPOST 422, 28.7 METERS (94.2 FT)
 CT0861'SOUTH OF THE CENTERLINE OF STATE HIGHWAY LOOP 39, 16.6 METERS (54.5
 CT0861'FT) WEST OF THE STATION MARK, 10.4 METERS (34.1 FT) NORTH OF THE NEAR
 CT0861'RAIL AND 10.1 METERS (33.1 FT) EAST OF A UTILITY POLE.
 CT0861'THE MARK IS 0.6 M ABOVE THE ROAD.
 CT0861
 CT0861                          STATION RECOVERY (1994)
 CT0861
 CT0861'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0921 ***********************************************************************
 CU0921  DESIGNATION -  MERKEL TALL WATER TANK
 CU0921  PID         -  CU0921
 CU0921  STATE/COUNTY-  TX/TAYLOR
 CU0921  USGS QUAD   -  MERKEL WEST (1984)
 CU0921
 CU0921                         *CURRENT SURVEY CONTROL
 CU0921  ___________________________________________________________________
 CU0921* NAD 83(1993)-  32 28 11.78045(N)    100 00 34.29642(W)     ADJUSTED  
 CU0921* NAVD 88     -                                                        
 CU0921  ___________________________________________________________________
 CU0921  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CU0921  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CU0921
 CU0921  HORZ ORDER  -  THIRD
 CU0921
 CU0921.The horizontal coordinates were established by classical geodetic methods
 CU0921.and adjusted by the National Geodetic Survey in February 1996..
 CU0921
 CU0921
 CU0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0921
 CU0921.The geoid height was determined by GEOID03.
 CU0921
 CU0921;                    North         East     Units Scale Factor Converg.
 CU0921;SPC TXNC     - 2,090,095.099   458,108.090   MT  0.99992380   -0 49 23.8
 CU0921;SPC TXNC     - 6,857,253.67  1,502,976.29   sFT  0.99992380   -0 49 23.8
 CU0921;UTM  14      - 3,592,975.538   405,132.263   MT  0.99971098   -0 32 31.2
 CU0921
 CU0921                          SUPERSEDED SURVEY CONTROL
 CU0921
 CU0921  NAD 83(1986)-  32 28 11.78731(N)    100 00 34.28486(W) AD(       ) 4
 CU0921  NAD 27      -  32 28 11.35000(N)    100 00 32.94100(W) AD(       ) 3
 CU0921
 CU0921.Superseded values are not recommended for survey control.
 CU0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0921.See file dsdata.txt to determine how the superseded data were derived.
 CU0921
 CU0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0513292976(NAD 83)
 CU0921_MARKER: 51 = TANK
 CU0921
 CU0921  HISTORY     - Date     Condition        Report By
 CU0921  HISTORY     - 1908     FIRST OBSERVED   CGS
 CU0921  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0921
 CU0921                          STATION DESCRIPTION
 CU0921
 CU0921'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0922 ***********************************************************************
 CU0922  DESIGNATION -  MERKEL WATER TANK
 CU0922  PID         -  CU0922
 CU0922  STATE/COUNTY-  TX/TAYLOR
 CU0922  USGS QUAD   -  MERKEL WEST (1984)
 CU0922
 CU0922                         *CURRENT SURVEY CONTROL
 CU0922  ___________________________________________________________________
 CU0922* NAD 83(1993)-  32 28 15.80645(N)    100 00 31.25711(W)     ADJUSTED  
 CU0922* NAVD 88     -                                                        
 CU0922  ___________________________________________________________________
 CU0922  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CU0922  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CU0922
 CU0922  HORZ ORDER  -  THIRD
 CU0922
 CU0922.The horizontal coordinates were established by classical geodetic methods
 CU0922.and adjusted by the National Geodetic Survey in February 1996..
 CU0922
 CU0922
 CU0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0922
 CU0922.The geoid height was determined by GEOID03.
 CU0922
 CU0922;                    North         East     Units Scale Factor Converg.
 CU0922;SPC TXNC     - 2,090,217.955   458,189.223   MT  0.99992360   -0 49 22.2
 CU0922;SPC TXNC     - 6,857,656.74  1,503,242.48   sFT  0.99992360   -0 49 22.2
 CU0922;UTM  14      - 3,593,098.764   405,212.775   MT  0.99971079   -0 32 29.7
 CU0922
 CU0922                          SUPERSEDED SURVEY CONTROL
 CU0922
 CU0922  NAD 83(1986)-  32 28 15.81302(N)    100 00 31.24543(W) AD(       ) 4
 CU0922  NAD 27      -  32 28 15.38100(N)    100 00 29.90200(W) AD(       ) 3
 CU0922
 CU0922.Superseded values are not recommended for survey control.
 CU0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0922.See file dsdata.txt to determine how the superseded data were derived.
 CU0922
 CU0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0521393099(NAD 83)
 CU0922_MARKER: 51 = TANK
 CU0922
 CU0922  HISTORY     - Date     Condition        Report By
 CU0922  HISTORY     - 1937     FIRST OBSERVED   CGS
 CU0922  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0922
 CU0922                          STATION DESCRIPTION
 CU0922
 CU0922'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1010 ***********************************************************************
 BM1010  DESIGNATION -  MERLE
 BM1010  PID         -  BM1010
 BM1010  STATE/COUNTY-  TX/BURLESON
 BM1010  USGS QUAD   -  SNOOK (1980)
 BM1010
 BM1010                         *CURRENT SURVEY CONTROL
 BM1010  ___________________________________________________________________
 BM1010* NAD 83(1993)-  30 25 40.23575(N)    096 27 04.98314(W)     ADJUSTED  
 BM1010* NAVD 88     -       103.9    (meters)     341.     (feet)  VERTCON   
 BM1010  ___________________________________________________________________
 BM1010  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BM1010  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BM1010
 BM1010  HORZ ORDER  -  FIRST
 BM1010
 BM1010.The horizontal coordinates were established by classical geodetic methods
 BM1010.and adjusted by the National Geodetic Survey in February 1996..
 BM1010
 BM1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1010
 BM1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1010
 BM1010.The geoid height was determined by GEOID03.
 BM1010
 BM1010;                    North         East     Units Scale Factor Converg.
 BM1010;SPC TX C     - 3,090,887.172 1,072,836.501   MT  0.99993149   +1 59 58.0
 BM1010;SPC TX C     -10,140,685.66  3,519,797.75   sFT  0.99993149   +1 59 58.0
 BM1010;UTM  14      - 3,368,953.804   744,786.448   MT  1.00033928   +1 17 29.0
 BM1010
 BM1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1010!SPC TX C     -   0.99998788  x   0.99993149  =   0.99991937
 BM1010!UTM  14      -   0.99998788  x   1.00033928  =   1.00032716
 BM1010
 BM1010:                Primary Azimuth Mark                     Grid Az
 BM1010:SPC TX C     -  BRYAN MUNICIPAL TANK                     013 40 23.8
 BM1010:UTM  14      -  BRYAN MUNICIPAL TANK                     014 22 52.8
 BM1010
 BM1010|---------------------------------------------------------------------|
 BM1010| PID    Reference Object                     Distance      Geod. Az  |
 BM1010|                                                           dddmmss.s |
 BM1010| BM0950 BRYAN MUNICIPAL TANK                APPROX.28.0 KM 0154021.8 |
 BM1010| BM0954 COLLEGE STA TEX A AND M E STK       APPROX.23.5 KM 0262424.1 |
 BM1010| BM0953 COLLEGE STA TEX A AND M TANK        APPROX.23.5 KM 0264824.0 |
 BM1010| BM0955 COLLEGE STA TEX A AND M DOME        APPROX.23.4 KM 0265832.7 |
 BM1010| CV8835 MERLE RM 1                           26.770 METERS 10312     |
 BM1010| BM1004 CLAY MUNICIPAL TANK                 APPROX.10.8 KM 1093611.6 |
 BM1010| CV8834 MERLE AZ MK                                        1470102.8 |
 BM1010| CV8836 MERLE RM 2                           22.917 METERS 18550     |
 BM1010| BM1017 SOMERVILLE MUNICIPAL TANK           APPROX.11.7 KM 2183032.1 |
 BM1010| BM1016 SOMERVILLE SANTA FE TIE SPIPE       APPROX.11.2 KM 2271053.7 |
 BM1010| BM1014 LYONS MUNICIPAL TANK                APPROX.11.8 KM 2471448.8 |
 BM1010| BM1013 LYONS E J KNESEK COT OIL CO TK      APPROX.11.6 KM 2472011.6 |
 BM1010| BM1057 CALDWELL MUNICIPAL TANK             APPROX.27.5 KM 2933226.0 |
 BM1010| BM1011 SNOOK MUNICIPAL TANK                APPROX. 6.9 KM 3483657.9 |
 BM1010|---------------------------------------------------------------------|
 BM1010
 BM1010                          SUPERSEDED SURVEY CONTROL
 BM1010
 BM1010  NAD 83(1986)-  30 25 40.25112(N)    096 27 04.96476(W) AD(       ) 1
 BM1010  NAD 27      -  30 25 39.50300(N)    096 27 04.08600(W) AD(       ) 1
 BM1010  NGVD 29 (12/03/93)  103.9    (m)          341.     (f) GPS OBS        
 BM1010
 BM1010.Superseded values are not recommended for survey control.
 BM1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1010.See file dsdata.txt to determine how the superseded data were derived.
 BM1010
 BM1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU4478668954(NAD 83)
 BM1010_MARKER: DD = SURVEY DISK
 BM1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1010_SP_SET: CONCRETE POST
 BM1010_STAMPING: MERLE 1935
 BM1010_MARK LOGO: CGS   
 BM1010_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM1010+STABILITY: POSITION/ELEVATION WELL
 BM1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1010+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1992
 BM1010
 BM1010  HISTORY     - Date     Condition        Report By
 BM1010  HISTORY     - 1935     MONUMENTED       CGS
 BM1010  HISTORY     - 1935     GOOD             CGS
 BM1010  HISTORY     - 1937     GOOD             TXHD
 BM1010  HISTORY     - 1943     GOOD             CGS
 BM1010  HISTORY     - 19921029 GOOD             NOS
 BM1010
 BM1010                          STATION DESCRIPTION
 BM1010
 BM1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1010'THIS STATION IS ABOUT 7 MILES NE OF SOMERVILLE, 6 MILES E
 BM1010'OF LYONS.  AND 19 MILES N OF BRENHAM, ON LAND OWNED BY SEALY
 BM1010'AND HUTCHISON REAL ESTATE COMPANY OF GALVESTON AND OCCUPIED
 BM1010'BY J.P. JORDAN.  THE MARK IS SET IN A CLEARING, 75 FEET
 BM1010'NW OF FENCE LINE, 50 FEET N OF A 2-FOOT OAK TREE AND PROJECTS
 BM1010'6 INCHES.
 BM1010'
 BM1010'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1010'DISKS SET IN CONCRETE.
 BM1010'
 BM1010'REFERENCE MARK NO. 1 IS ESE OF THE STATION IN FENCE LINE.
 BM1010'19 FEET SW OF GATE AND PROJECTS 8 INCHES.
 BM1010'
 BM1010'REFERENCE MARK NO. 2 IS S OF THE STATION IN FENCE LINE.
 BM1010'IT IS 10 FEET SW OF 20-INCH OAK TREE IN FENCE LINE AND PROJECTS
 BM1010'10 INCHES.
 BM1010'
 BM1010'AZIMUTH MARK IS SE OF THE STATION IN PROPERTY LINE FENCE.
 BM1010'PROJECTS 10 INCHES.
 BM1010'
 BM1010'REACHED FROM SOMERVILLE, GO E FROM CENTER OF TOWN CROSSING
 BM1010'RAILROAD TRACKS 0.45 MILE TO A FORKS AT HOUSE.  HERE TAKE
 BM1010'LEFT FORK AND GO 4.9 MILES TO FORKS KEEPING ON MAIN-TRAVELED
 BM1010'ROAD ALL THE WAY.  TAKE LEFT FORK AND GO 2.45 MILES TO GATE
 BM1010'ON LEFT AT A MAIL BOX.  GO THROUGH GATE AND FOLLOW FARM ROAD
 BM1010'0.45 MILE TO FORKS ON W SIDE OF RANCH HOUSE.  HERE TAKE
 BM1010'RIGHT FORK, GOING PAST THROUGH RANCH HOUSE, AND BEARING TO
 BM1010'LEFT ACROSS OPENING AND FOLLOWING BLAZED TRAIL 0.55 MILE
 BM1010'TO GATE.  GO THROUGH GATE, FOLLOW BLAZED TRAIL AND WAGON
 BM1010'TRACKS AND ACROSS SMALL OPENING 0.35 MILE TO N EDGE OF
 BM1010'CLEARING AND STATION.
 BM1010'
 BM1010'LIGHTS 60 FEET ABOVE DANHEIM AND 74 FEET ABOVE TURNER AND
 BM1010'LYONS AND 100 FEET ABOVE STEELE AND 87 FEET ABOVE WINKELMANN
 BM1010'COMES INTO VIEW 40 FEET ABOVE THE GROUND.
 BM1010'
 BM1010'LIGHTS 100 FEET ABOVE STATIONS BRYAN AND TEXAS A. AND M.
 BM1010'COMES INTO VIEW 25 FEET ABOVE THE GROUND.
 BM1010
 BM1010                          STATION RECOVERY (1935)
 BM1010
 BM1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BM1010'RECOVERED IN GOOD CONDITION.
 BM1010
 BM1010                          STATION RECOVERY (1937)
 BM1010
 BM1010'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1010'DESCRIPTION AS GIVEN BY C.A.S., 1935, SATISFACTORY.  STATION
 BM1010'MARKER AND REFERENCE DISKS NOS. 1 AND 2, RECOVERED AND IN
 BM1010'GOOD CONDITION.
 BM1010
 BM1010                          STATION RECOVERY (1943)
 BM1010
 BM1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1010'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 BM1010'HOWEVER, DIFFERENCES WERE FOUND IN BOTH DISTANCES AND DIRECTIONS
 BM1010'TO THE REFERENCE MARKS.  DESCRIPTION FOLLOWS--
 BM1010'
 BM1010'STATION IS LOCATED ABOUT 12 MILES SW OF WELLBORN ON LAND
 BM1010'OWNED BY SEALY AND HUTCHINSON REAL ESTATE COMPANY OF GALVESTON
 BM1010'AND OCCUPIED BY J.P. JORDAN.  THE MARK IS SET IN A SMALL
 BM1010'CLEARING, 75 FEET NW OF A WIRE FENCE AND 50 FEET N OF A 24-INCH
 BM1010'OAK TREE.  IT IS STAMPED MERLE 1935 AND PROJECTS 6 INCHES.
 BM1010'
 BM1010'REFERENCE MARK NO. 1 IS ESE OF THE STATION IN THE FENCE LINE
 BM1010'AND 19 FEET SW OF A GATE.  IT IS STAMPED MERLE NO. 1 1935
 BM1010'AND PROJECTS 8 INCHES.
 BM1010'
 BM1010'REFERENCE MARK NO. 2 IS S OF THE STATION, 10 FEET SW OF A
 BM1010'20-INCH OAK TREE AND 4 FEET NW OF THE WIRE FENCE.  IT IS
 BM1010'STAMPED MERLE NO. 2 1935 AND PROJECTS 10 INCHES.
 BM1010'
 BM1010'THE AZIMUTH MARK IS SE OF THE STATION IN AN OLD FENCE LINE
 BM1010'AND ABOUT 50 FEET WESTERLY OF THE EDGE OF A WOODS.  IT IS
 BM1010'STAMPED MERLE 1935 AND PROJECTS 10 INCHES.
 BM1010'
 BM1010'TO REACH THE STATION FROM THE DEPOT IN WELLBORN, GO S (GRAVEL
 BM1010'ROAD) PARALLEL TO THE RAILROAD TRACKS THEN SW FOR 3.7 MILES
 BM1010'TO A FORKS.  THEN LEFT FORK (MAIN-TRAVELED ROAD) FOR 1.2
 BM1010'MILES TO A BRIDGE, CONTINUE AHEAD (CROSSING BRIDGE) ON A
 BM1010'DIRT ROAD FOR 0.15 MILE TO A T-ROAD.  THEN LEFT FOR 1.2
 BM1010'MILES TO A DIRT SIDE ROAD ON THE RIGHT (BETWEEN TWO CATTLE
 BM1010'GUARDS).  THEN RIGHT (SW) FOR 4.85 MILES TO A FORKS.  THEN
 BM1010'RIGHT, FOLLOWING MAIN-TRAVELED ROAD FOR 4.3 MILES TO A REVERSE
 BM1010'Y (0.2 MILE SE OF THE RED STORE AT THE CROSSROADS AT MERLE).
 BM1010'THEN TURN SHARP LEFT ON A SINGLE TRACK, GRADED DIRT ROAD
 BM1010'FOR 0.4 MILE TO A RANCH HOUSE AND THE END OF THE GRADED
 BM1010'ROAD.  CONTINUE SE (PASSING THROUGH A GATE) ON A FARM ROAD
 BM1010'FOR 1.0 MILE (ACROSS AN OPEN FIELD AND THROUGH A WOODED
 BM1010'AREA) TO A GATE.  THEN LEFT, THROUGH GATE, FOR 0.3 MILE
 BM1010'TO THE STATION.
 BM1010'
 BM1010'TO REACH THE AZIMUTH MARK FROM THE STATION, PASS THROUGH A
 BM1010'GATE IN THE WIRE FENCE AND GO ACROSS A PASTURE FOR 0.2 MILE
 BM1010'TO THE MARK NEAR THE W EDGE OF A WOODS.
 BM1010'
 BM1010'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM1010
 BM1010                          STATION RECOVERY (1992)
 BM1010
 BM1010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BM1010'THE STATION WAS RECOVERED IN GOOD CONDITION, AND A NEW DESCRIPTION
 BM1010'FOLLOWS.
 BM1010'TO REACH THE STATION FROM THE T JUNCTION OF STATE HIGHWAY 36 AND FARM
 BM1010'ROAD 1361 IN SOMERVILLEGO 5.65 MI (9.09 KM) NORTHEAST ALONG FM 1361,
 BM1010'THEN TURN LEFT AND GO 2.50 MI (4.02 KM) ALONG DEER FOREST ROAD
 BM1010'(COUNTY ROAD 278) TO ITS ENDAT 101 DEER FOREST ROAD.
 BM1010'CONTINUENORTHEAST FOR 0.05 MI (0.08 KM) ALONG A TRACK ROADTO A GATE
 BM1010'ON THE LEFT, PASS THROUGH THE GATE AND IMMEDIATELYTURN RIGHT
 BM1010'(NORTHEAST) AND PASS THROUGH A SECOND GATE, WHICH IS 20.0 M
 BM1010'(65.6 FT) NORTEAST OF THE FIRST. CONTINUE AHEAD NORTHEAST AND ALONG
 BM1010'THE NORTHWEST SIDE OF A BARBED WIRE FENCE FOR 0.25 MITO THE TOP OF
 BM1010'THE FIRST RISE AND BREAK IN THE TREELINE ON THE RIGHT AND A 3.0 FT
 BM1010'(0.9 M) DIAMETEROAK TREE AND THE STATION ON THE LEFT.
 BM1010'THE STATION IS A STANDARD CGS BRASS DISK STAMPED---MERLE 1935--- SET
 BM1010'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 BM1010'THE STATION IS 75.0 FT (22.9 M) NORTHWEST OF THE BARBED WIRE FENCE,
 BM1010'50.0 FT (15.2 M) NORTHEAST OF A 3.0 FT (0.9 M) DIAMETER OAK TREE, AND
 BM1010'0.5 FT (15.2 CM) NORTHEAST OF A LONE METAL FENCE POST.
 BM1010'DESC. BY L.J.LINDLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1260 ***********************************************************************
 FL1260  DESIGNATION -  MERRY RESET
 FL1260  PID         -  FL1260
 FL1260  STATE/COUNTY-  TX/RANDALL
 FL1260  USGS QUAD   -  THE PALISADES (1973)
 FL1260
 FL1260                         *CURRENT SURVEY CONTROL
 FL1260  ___________________________________________________________________
 FL1260* NAD 83(1993)-  35 02 44.96547(N)    101 50 51.21166(W)     ADJUSTED  
 FL1260* NAVD 88     -      1102.233  (meters)    3616.24   (feet)  ADJUSTED  
 FL1260  ___________________________________________________________________
 FL1260  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FL1260  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL1260  DYNAMIC HT  -        1100.907 (meters)    3611.89  (feet)  COMP
 FL1260  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 FL1260
 FL1260  HORZ ORDER  -  FIRST
 FL1260  VERT ORDER  -  SECOND    CLASS 0
 FL1260
 FL1260.The horizontal coordinates were established by classical geodetic methods
 FL1260.and adjusted by the National Geodetic Survey in February 1996..
 FL1260
 FL1260.The orthometric height was determined by differential leveling
 FL1260.and adjusted by the National Geodetic Survey in June 1991..
 FL1260
 FL1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1260
 FL1260.The geoid height was determined by GEOID03.
 FL1260
 FL1260.The dynamic height is computed by dividing the NAVD 88
 FL1260.geopotential number by the normal gravity value computed on the
 FL1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1260.degrees latitude (g = 980.6199 gals.).
 FL1260
 FL1260.The modeled gravity was interpolated from observed gravity values.
 FL1260
 FL1260;                    North         East     Units Scale Factor Converg.
 FL1260;SPC TX N     - 1,116,076.210   168,291.919   MT  0.99993183   -0 12 05.1
 FL1260;SPC TX N     - 3,661,660.03    552,137.74   sFT  0.99993183   -0 12 05.1
 FL1260;UTM  14      - 3,881,832.856   240,263.786   MT  1.00043153   -1 38 09.9
 FL1260
 FL1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1260!SPC TX N     -   0.99983109  x   0.99993183  =   0.99976293
 FL1260!UTM  14      -   0.99983109  x   1.00043153  =   1.00026255
 FL1260
 FL1260:                Primary Azimuth Mark                     Grid Az
 FL1260:SPC TX N     -  AMARILLO SANTA FE BLDG CHIM              003 00 32.2
 FL1260:UTM  14      -  AMARILLO SANTA FE BLDG CHIM              004 26 37.0
 FL1260
 FL1260|---------------------------------------------------------------------|
 FL1260| PID    Reference Object                     Distance      Geod. Az  |
 FL1260|                                                           dddmmss.s |
 FL1260| CJ5614 AMARILLO SANTA FE BLDG CHIM                        0024827.1 |
 FL1260| FL1798 AMARILLO POST OFFICE                APPROX.17.9 KM 0031837.4 |
 FL1260| FL1797 AMARILLO WATER TANK                 APPROX.18.4 KM 0034603.3 |
 FL1260| FL1795 AMARILLO NE MUNICIPAL TANK          APPROX.19.1 KM 0091542.1 |
 FL1260| FL1789 AMARILLO GREAT W MILL ELEV LT       APPROX.18.7 KM 0102707.8 |
 FL1260| CJ6274 E AMARILLO JUNCTION TANK                           0122001.6 |
 FL1260| FL1791 AMARILLO PRICE COLLEGE TANK         APPROX.21.1 KM 0145101.1 |
 FL1260| FL1787 BENTON                              APPROX.17.0 KM 0171754.9 |
 FL1260| CJ6298 ENGLISH FIELD AIR BEACON                           0314359.8 |
 FL1260| FL1785 PULLMAN GRAIN ELEVATOR              APPROX.20.9 KM 0364903.3 |
 FL1260| FL1771 WASHBURN GRAIN ELEVATOR             APPROX.28.8 KM 0591129.2 |
 FL1260| CJ7078 MERRY RM 2                           17.323 METERS 20632     |
 FL1260| EN0911 CANYON W TEX ST NORMAL SCHOOL       APPROX. 9.4 KM 2205342.2 |
 FL1260| EN0910 CANYON W TEX ST COLL WATER TK       APPROX. 9.4 KM 2212446.7 |
 FL1260| EN0909 CANYON RANDALL CTHSE CUP FLAG       APPROX.10.4 KM 2245814.1 |
 FL1260| EO0605 AIRWAYS BLINKER                     APPROX.55.4 KM 2470205.4 |
 FL1260| CJ7077 MERRY RM 1                           39.030 METERS 26842     |
 FL1260| FL1809 AIRWAYS BEACON 28                   APPROX.13.2 KM 3113625.9 |
 FL1260| FL1814 AMARILLO MR DUNNS WATER TANK        APPROX.18.4 KM 3463956.4 |
 FL1260| FL1812 AMARILLO W MUNICIPAL TANK           APPROX.18.6 KM 3495849.8 |
 FL1260| CJ7076 MERRY AZ MK                                        3583747.7 |
 FL1260|---------------------------------------------------------------------|
 FL1260
 FL1260                          SUPERSEDED SURVEY CONTROL
 FL1260
 FL1260  NAD 83(1986)-  35 02 44.97264(N)    101 50 51.20359(W) AD(       ) 1
 FL1260  NAD 27      -  35 02 44.77600(N)    101 50 49.52400(W) AD(       ) 1
 FL1260  NGVD 29 (??/??/92) 1101.751  (m)         3614.66   (f) ADJ UNCH    2 0
 FL1260
 FL1260.Superseded values are not recommended for survey control.
 FL1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1260.See file dsdata.txt to determine how the superseded data were derived.
 FL1260
 FL1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4026481833(NAD 83)
 FL1260_MARKER: DB = BENCH MARK DISK
 FL1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1260+STABILITY: SURFACE MOTION
 FL1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1260+SATELLITE: SATELLITE OBSERVATIONS - 1986
 FL1260
 FL1260  HISTORY     - Date     Condition        Report By
 FL1260  HISTORY     - 1943     MONUMENTED       CGS
 FL1260  HISTORY     - 1943     GOOD             NGS
 FL1260  HISTORY     - 1951     GOOD             CGS
 FL1260  HISTORY     - 1955     SEE DESCRIPTION  CGS
 FL1260  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FL1260  HISTORY     - 1966     SEE DESCRIPTION  LOCSUR
 FL1260  HISTORY     - 1978     SEE DESCRIPTION  DMA
 FL1260  HISTORY     - 1984     GOOD             NGS
 FL1260  HISTORY     - 1986     GOOD
 FL1260
 FL1260                          STATION DESCRIPTION
 FL1260
 FL1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1260'8.8 MI NE FROM CANYON.
 FL1260'4.6 MILES EAST ALONG STATE HIGHWAY 217 (PALO DURO DRIVE) FROM THE
 FL1260'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 4.2 MILES NORTH
 FL1260'ALONG A GRADED ROAD.  ABOUT 1/4 MILE SOUTH OF A SMALL HOUSE AND A
 FL1260'CORRAL, 0.2 MILE NORTH OF THE NORTH RIM OF THE CANYON, 83 FEET EAST OF
 FL1260'THE CENTERLINE OF THE ROAD, AND 57 FEET EAST OF A REFERENCE MARK. THE
 FL1260'TOP OF THE SHANK OF A STANDARD TRIANGULATION-STATION DISK, SET IN THE
 FL1260'TOP OF A CONCRETE POST.  NOTE-- THE DISK HAS BEEN PRIED OUT OF THE
 FL1260'CONCRETE AND REMOVED.  BUT THE PORTION OF THE DISK DIRECTLY OVER THE
 FL1260'SHANK AND THE SHANK REMAIN FAST AND IN GOOD CONDITION.
 FL1260
 FL1260                          STATION RECOVERY (1951)
 FL1260
 FL1260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1260'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND
 FL1260'TO BE IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.
 FL1260'A NEW DESCRIPTION FOLLOWS.
 FL1260'
 FL1260'THE STATION IS LOCATED ON THE NORTH EDGE OF PALO DURO CANYON,
 FL1260'ABOUT 11 MILES SOUTH OF AMARILLO, ABOUT 4 MILES NORTHEAST
 FL1260'OF CANYON AND ABOUT 70 FEET EAST OF A NORTH-SOUTH GRADED ROAD.
 FL1260'
 FL1260'TO REACH, FROM THE POTTER COUNTY COURTHOUSE IN AMARILLO,
 FL1260'GO SOUTH, ON U.S. HIGHWAY 60 AND 87, FOR 2.85 MILES TO CROSSROADS
 FL1260'AND STOP SIGNAL.  TURN LEFT, AND GO SOUTH, ON GRAVELED ROAD
 FL1260'2.05 MILES TO RAILROAD TRACKS.  CROSS RAILROAD TRACKS, AND
 FL1260'GO SOUTH, ON MAIN TRAVELED ROAD 6.5 MILES TO THE AZIMUTH
 FL1260'MARK.  CONTINUE SOUTH, ON GRADED ROAD 0.55 MILE TO WIRE
 FL1260'GATE ON LEFT SIDE OF ROAD AND SMALL HOUSE AND CORRALS.  PASS
 FL1260'THROUGH GATE, AND GO EAST 0.1 MILE TO WIRE GATE.  PASS THROUGH
 FL1260'GATE, AND GO SOUTH 0.25 MILE TO THE STATION.
 FL1260'
 FL1260'THE STATION MARK IS A COPPER PLUG EMBEDDED IN TOP OF A 10
 FL1260'INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 FL1260'GROUND.
 FL1260'
 FL1260'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MERRY 1921,
 FL1260'SET IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1260'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 FL1260'AS THE STATION.
 FL1260'
 FL1260'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MERRY
 FL1260'1921, SET IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT
 FL1260'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 FL1260'ELEVATION AS THE STATION.
 FL1260'
 FL1260'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MERRY 1951, SET
 FL1260'IN THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FL1260'WHICH PROJECTS ABOUT 3 INCHES.  IT IS LOCATED ALONG WEST
 FL1260'SIDE OF THE GRADED ROAD, ABOUT 30 FEET WEST OF THE CENTERLINE
 FL1260'OF THE ROAD, 6.5 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 FL1260'2 FEET SOUTH OF A TELEPHONE POLE NUMBER 252.
 FL1260
 FL1260                          STATION RECOVERY (1955)
 FL1260
 FL1260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CW)
 FL1260'THE ROAD ON THE SECTION LINE WEST OF THIS MARKER IS PAVED
 FL1260'AND EXTENDS TO AMARILLO WHERE IT IS WASHINGTON STREET.
 FL1260'
 FL1260'THE TWO REFERENCE MARKERS ARE DESTROYED IN WIDENING THE ROAD
 FL1260'
 FL1260'THE STATION MARKER IS CUT OFF AND ONLY A PLUG IS LEFT IN
 FL1260'THE CONCRETE.
 FL1260
 FL1260                          STATION RECOVERY (1958)
 FL1260
 FL1260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FL1260'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FL1260'THE REFERENCE MARKS AND AZIMUTH MARK WAS SEARCHED FOR BUT
 FL1260'NOT RECOVERED.  IT IS BELIEVED THEY WERE DESTROYED WHEN
 FL1260'THE ROAD WAS IMPROVED.
 FL1260'
 FL1260'THE ROADS HAVE CHANGED MAKING THE PREVIOUS DESCRIPTION FAULTY.
 FL1260'A NEW AND COMPLETE TO REACH FOLLOWS.
 FL1260'
 FL1260'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO GO
 FL1260'SOUTH AND SOUTHWEST ON U.S. HIGHWAYS 60 AND 87 FOR 2.8 MILES
 FL1260'TO WASHINGTON STREET.  TURN LEFT AND GO SOUTH ON WASHINGTON
 FL1260'STREET, WHICH IS ALSO FARM ROAD 1541, FOR 2.0 MILES TO A
 FL1260'RAILROAD CROSSING.  CONTINUE SOUTH ON FARM ROAD 1541 FOR 4.0
 FL1260'MILES TO THE JUNCTION WITH FARM ROAD 1151.  CONTINUE SOUTH
 FL1260'ON FARM ROAD 1541 FOR 3.3 MILES TO THE STATION ON THE LEFT.
 FL1260'THIS IS 0.25 MILE AFTER PASSING A BARN, CORRAL AND WINDMILL.
 FL1260
 FL1260                          STATION RECOVERY (1966)
 FL1260
 FL1260'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 FL1260'RECOVERED BY BUCE AND GUNN INC. DALLAS.
 FL1260'
 FL1260'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FL1260'REFERENCE MARKS AND AZIMUTH MARK WERE NOT RECOVERED.  THE
 FL1260'1958 TO REACH IS ADEQUATE.
 FL1260
 FL1260                          STATION RECOVERY (1978)
 FL1260
 FL1260'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 FL1260'PUNCH MARK RECOVERED IN GOOD CONDITION.
 FL1260'
 FL1260'RMS SEARCHED FOR BUT NOT FOUND.  PROBABLY DESTROYED WHEN FARM ROAD
 FL1260'1541 WAS WIDENED AND PAVED.  STATION IS NOW 36 FEET EAST OF EAST
 FL1260'RIGHT OF WAY FENCE.
 FL1260'
 FL1260'DISTANCE AND DIRECTION FROM NEAREST TOWN--AMARILLO, ABOUT 11 MILES
 FL1260'SOUTH OF.
 FL1260
 FL1260                          STATION RECOVERY (1984)
 FL1260
 FL1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1260'RECOVERED IN GOOD CONDITION.
 FL1260
 FL1260                          STATION RECOVERY (1986)
 FL1260
 FL1260'RECOVERED 1986
 FL1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2713 ***********************************************************************
 CS2713  DESIGNATION -  MERTENS
 CS2713  PID         -  CS2713
 CS2713  STATE/COUNTY-  TX/HILL
 CS2713  USGS QUAD   -  MERTENS (1965)
 CS2713
 CS2713                         *CURRENT SURVEY CONTROL
 CS2713  ___________________________________________________________________
 CS2713* NAD 83(1993)-  32 03 35.39361(N)    096 53 45.86305(W)     ADJUSTED  
 CS2713* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 CS2713  ___________________________________________________________________
 CS2713  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 CS2713  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CS2713
 CS2713  HORZ ORDER  -  SECOND
 CS2713
 CS2713.The horizontal coordinates were established by classical geodetic methods
 CS2713.and adjusted by the National Geodetic Survey in February 1996..
 CS2713
 CS2713.The orthometric height was scaled from a topographic map.
 CS2713
 CS2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2713
 CS2713.The geoid height was determined by GEOID03.
 CS2713
 CS2713;                    North         East     Units Scale Factor Converg.
 CS2713;SPC TXNC     - 2,044,755.918   751,458.914   MT  1.00002117   +0 52 29.2
 CS2713;SPC TXNC     - 6,708,503.37  2,465,411.45   sFT  1.00002117   +0 52 29.2
 CS2713;UTM  14      - 3,549,003.803   698,617.619   MT  1.00008652   +1 07 01.7
 CS2713
 CS2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2713!SPC TXNC     -   0.99997840  x   1.00002117  =   0.99999957
 CS2713!UTM  14      -   0.99997840  x   1.00008652  =   1.00006492
 CS2713
 CS2713|---------------------------------------------------------------------|
 CS2713| PID    Reference Object                     Distance      Geod. Az  |
 CS2713|                                                           dddmmss.s |
 CS2713| CY1643 MERTENS RM 1                         31.800 METERS 07240     |
 CS2713| CS2711 FROST MUNICIPAL TANK                APPROX. 9.1 KM 0753054.1 |
 CS2713| BZ1435 MALONE MUNICIPAL TANK               APPROX.15.8 KM 1795600.4 |
 CS2713| CS2712 MERTENS MUNICIPAL TANK              351.353 METERS 19026     |
 CS2713| CY1642 MERTENS AZ MK                                      3180121.6 |
 CS2713| CY1644 MERTENS RM 2                         28.657 METERS 32628     |
 CS2713| CS2721 MILFORD MUNICIPAL TANK              APPROX. 8.6 KM 3272621.7 |
 CS2713|---------------------------------------------------------------------|
 CS2713
 CS2713                          SUPERSEDED SURVEY CONTROL
 CS2713
 CS2713  NAD 83(1986)-  32 03 35.40184(N)    096 53 45.84316(W) AD(       ) 2
 CS2713  NAD 27      -  32 03 34.85100(N)    096 53 44.85400(W) AD(       ) 2
 CS2713
 CS2713.Superseded values are not recommended for survey control.
 CS2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2713.See file dsdata.txt to determine how the superseded data were derived.
 CS2713
 CS2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA9861849004(NAD 83)
 CS2713_MARKER: DS = TRIANGULATION STATION DISK
 CS2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2713
 CS2713  HISTORY     - Date     Condition        Report By
 CS2713  HISTORY     - 1948     MONUMENTED       CGS
 CS2713  HISTORY     - 19990220 GOOD             USPSQD
 CS2713
 CS2713                          STATION DESCRIPTION
 CS2713
 CS2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2713'THE STATION IS LOCATED IN THE TOWN OF MERTENS, AT THE SOUTHWEST
 CS2713'CORNER OF THE MERTENS PUBLIC SCHOOL GROUNDS.  IT IS ABOUT 100
 CS2713'YARDS SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 55
 CS2713'FEET EAST OF THE CENTERLINE OF THE STREET LEADING PAST THE
 CS2713'SCHOOL, 25 FEET EAST OF THE SIDEWALK, AND JUST EAST OF THE WEST
 CS2713'LINE OF TREES BORDERING THE SIDEWALK.  THE DISK IS STAMPED
 CS2713'MERTENS 1948 AND IS SET FLUSH WITH THE GROUND.
 CS2713'
 CS2713'REFERENCE MARK NO. 1 IS 104.33 FEET EAST OF THE STATION, AND
 CS2713'7 FEET NORTH OF THE SOUTH LINE OF TREES.  THE DISK IS STAMPED
 CS2713'MERTENS NO 1 1948 AND IS SET FLUSH WITH THE GROUND.
 CS2713'
 CS2713'REFERENCE MARK NO. 2 IS 94.02 FEET NORTH OF THE STATION,
 CS2713'40 FEET EAST OF THE CENTERLINE OF THE STREET, 8 FEET EAST
 CS2713'OF THE EAST EDGE OF THE SIDEWALK, AND 3 FEET NORTHEAST OF
 CS2713'A 1 FOOT ELM TREE.
 CS2713'
 CS2713'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTH-NORTHWEST OF THE
 CS2713'STATION, 39 PACES NORTHWEST OF THE NORTHWEST CORNER OF A
 CS2713'LARGE FRAME HOUSE, 57 FEET NORTHEAST OF THE CENTER OF AN
 CS2713'INTERSECTION OF 2 ROADS, 15 FEET NORTH OF THE CENTERLINE OF
 CS2713'A DIRT ROAD, AND 2 FEET WEST OF A POWER POLE.  THE DISK IS
 CS2713'STAMPED MERTENS 1948 AND PROJECTS 4 INCHES.  TO REACH FROM THE
 CS2713'STATION, GO NORTH FOR 0.1 MILE, TURN LEFT AND GO 0.1 MILE,
 CS2713'THENCE TURN RIGHT AND GO 0.1 MILE TO A SIDE ROAD RIGHT AND THE
 CS2713'AZIMUTH MARK AS DESCRIBED.
 CS2713'
 CS2713'A 74 FOOT SIGNAL AT BELL IS VISIBLE AT 37 FEET.
 CS2713'
 CS2713'AN 87 FOOT SIGNAL AT FILES IS VISIBLE AT 37 FEET.
 CS2713'
 CS2713'AN 87 FOOT SIGNAL AT MILFORD IS VISIBLE AT 37 FEET.
 CS2713'
 CS2713'A 74 FOOT SIGNAL AT DUNLAP IS VISIBLE AT 37 FEET.
 CS2713'
 CS2713'A 100 FOOT SIGNAL AT ITALY IS VISIBLE AT 37 FEET.
 CS2713'
 CS2713'A 74 FOOT SIGNAL AT HOG IS VISIBLE AT 37 FEET.
 CS2713'
 CS2713'A 100 FOOT SIGNAL AT IRENE IS VISIBLE AT 20 FEET.
 CS2713'
 CS2713'A 100 FOOT SIGNAL AT PECAN IS VISIBLE AT 37 FEET.
 CS2713'
 CS2713'A 74 FOOT SIGNAL AT BRANDON IS VISIBLE AT 37 FEET.
 CS2713'
 CS2713'A 4 FOOT SIGNAL AT ODELL IS VISIBLE AT 37 FEET.
 CS2713'
 CS2713'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2713
 CS2713                          STATION RECOVERY (1999)
 CS2713
 CS2713'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2712 ***********************************************************************
 CS2712  DESIGNATION -  MERTENS MUNICIPAL TANK
 CS2712  PID         -  CS2712
 CS2712  STATE/COUNTY-  TX/HILL
 CS2712  USGS QUAD   -  MERTENS (1965)
 CS2712
 CS2712                         *CURRENT SURVEY CONTROL
 CS2712  ___________________________________________________________________
 CS2712* NAD 83(1993)-  32 03 24.17525(N)    096 53 48.28739(W)     ADJUSTED  
 CS2712* NAVD 88     -                                                        
 CS2712  ___________________________________________________________________
 CS2712  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 CS2712  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CS2712
 CS2712  HORZ ORDER  -  THIRD
 CS2712
 CS2712.The horizontal coordinates were established by classical geodetic methods
 CS2712.and adjusted by the National Geodetic Survey in February 1996..
 CS2712
 CS2712
 CS2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2712
 CS2712.The geoid height was determined by GEOID03.
 CS2712
 CS2712;                    North         East     Units Scale Factor Converg.
 CS2712;SPC TXNC     - 2,044,409.430   751,400.601   MT  1.00002210   +0 52 27.9
 CS2712;SPC TXNC     - 6,707,366.60  2,465,220.14   sFT  1.00002210   +0 52 27.9
 CS2712;UTM  14      - 3,548,657.049   698,560.768   MT  1.00008624   +1 07 00.1
 CS2712
 CS2712                          SUPERSEDED SURVEY CONTROL
 CS2712
 CS2712  NAD 83(1986)-  32 03 24.18342(N)    096 53 48.26770(W) AD(       ) 4
 CS2712  NAD 27      -  32 03 23.63100(N)    096 53 47.27900(W) AD(       ) 3
 CS2712
 CS2712.Superseded values are not recommended for survey control.
 CS2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2712.See file dsdata.txt to determine how the superseded data were derived.
 CS2712
 CS2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA9856148657(NAD 83)
 CS2712_MARKER: 53 = ELEVATED TANK
 CS2712
 CS2712  HISTORY     - Date     Condition        Report By
 CS2712  HISTORY     - 1948     FIRST OBSERVED   CGS
 CS2712  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS2712
 CS2712                          STATION DESCRIPTION
 CS2712
 CS2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2712'THE STATION IS LOCATED IN THE SMALL TOWN OF MERTENS, 2 BLOCKS
 CS2712'SOUTH OF STATE HIGHWAY 22, AND 1/2 BLOCK WEST OF THE MAIN
 CS2712'STREET.  IT IS 36 FEET SQUARE AT THE BASE, APPROXIMATELY
 CS2712'120 FEET HIGH, AND IS SILVER IN COLOR.  IT IS A 4 LEGGED
 CS2712'STEEL STRUCTURE AND IS OWNED AND OPERATED BY THE CITY OF
 CS2712'MERTENS.
 CS2712'
 CS2712'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CS2712
 CS2712                          STATION RECOVERY (1999)
 CS2712
 CS2712'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0899 ***********************************************************************
 CB0899  DESIGNATION -  MERTZ
 CB0899  PID         -  CB0899
 CB0899  STATE/COUNTY-  TX/IRION
 CB0899  USGS QUAD   -  ARDEN (1972)
 CB0899
 CB0899                         *CURRENT SURVEY CONTROL
 CB0899  ___________________________________________________________________
 CB0899* NAD 83(1993)-  31 22 42.74766(N)    100 46 33.62477(W)     ADJUSTED  
 CB0899* NAVD 88     -       740.9    (meters)    2431.     (feet)  VERTCON   
 CB0899  ___________________________________________________________________
 CB0899  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CB0899  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CB0899
 CB0899  HORZ ORDER  -  THIRD
 CB0899
 CB0899.The horizontal coordinates were established by classical geodetic methods
 CB0899.and adjusted by the National Geodetic Survey in February 1996..
 CB0899
 CB0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0899
 CB0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0899
 CB0899.The geoid height was determined by GEOID03.
 CB0899
 CB0899;                    North         East     Units Scale Factor Converg.
 CB0899;SPC TX C     - 3,189,855.583   657,894.897   MT  0.99990333   -0 13 40.8
 CB0899;SPC TX C     -10,465,384.53  2,158,443.51   sFT  0.99990333   -0 13 40.8
 CB0899;UTM  14      - 3,472,918.205   331,112.591   MT  0.99995182   -0 55 29.9
 CB0899
 CB0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0899!SPC TX C     -   0.99988742  x   0.99990333  =   0.99979076
 CB0899!UTM  14      -   0.99988742  x   0.99995182  =   0.99983925
 CB0899
 CB0899:                Primary Azimuth Mark                     Grid Az
 CB0899:SPC TX C     -  LOPEZ                                    241 35 08.2
 CB0899:UTM  14      -  LOPEZ                                    242 16 57.3
 CB0899
 CB0899|---------------------------------------------------------------------|
 CB0899| PID    Reference Object                     Distance      Geod. Az  |
 CB0899|                                                           dddmmss.s |
 CB0899| CB0900 LOPEZ                               APPROX. 8.3 KM 2412127.4 |
 CB0899|---------------------------------------------------------------------|
 CB0899
 CB0899                          SUPERSEDED SURVEY CONTROL
 CB0899
 CB0899  NAD 83(1986)-  31 22 42.75467(N)    100 46 33.61059(W) AD(       ) 3
 CB0899  NAD 27      -  31 22 42.17620(N)    100 46 32.22900(W) AD(       ) 3
 CB0899  NGVD 29 (07/19/86)  740.7    (m)         2430.     (f) VERT ANG       
 CB0899
 CB0899.Superseded values are not recommended for survey control.
 CB0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0899.See file dsdata.txt to determine how the superseded data were derived.
 CB0899
 CB0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV3111372918(NAD 83)
 CB0899_MARKER: DD = SURVEY DISK
 CB0899_SETTING: 80 = SET IN A BOULDER
 CB0899_SP_SET: PARTIALLY EXPOSED BOULDER
 CB0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0899+STABILITY: SURFACE MOTION
 CB0899
 CB0899  HISTORY     - Date     Condition        Report By
 CB0899  HISTORY     - 1955     MONUMENTED       USGS
 CB0899
 CB0899                          STATION DESCRIPTION
 CB0899
 CB0899'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CB0899'STATION IS LOCATED ABOUT 8.0 MI. N. AND 2.0 MI. E. OF MERTZON, ON
 CB0899'THE HIGHEST POINT OF A PARTLY CLEARED CEDAR KNOB.
 CB0899'
 CB0899'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND FARM ROAD 853
 CB0899'(ARDEN ROAD), AT THE W. EDGE OF SAN ANGELO, GO W. ON FARM ROAD 853
 CB0899'FOR 19.7 MI. TO CALICHE ROAD E. (0.45 MI. S. OF THE CONCHO RIVER),
 CB0899'TURN LEFT (E.) ON CALICHE ROAD AND GO 1.15 MI. TO RANCH HOUSE, PASS
 CB0899'BETWEEN HOUSE AND BARN AND TAKE TRACK RD. S. AND E. FOR 0.25 MI. TO
 CB0899'FORKS, TAKE RIGHT FORK S. AND GO 0.95 MI. TO GATE JUST S. OF
 CB0899'WINDMILL, CONTINUE ON S. FOR 0.9 MI. TO TOP OF RIDGE AND END OF
 CB0899'TRUCK TRAVEL, PACK E. FOR ABOUT 0.1 MI. TO HIGHEST POINT OF HILL
 CB0899'AND STATION.
 CB0899'
 CB0899'STATION MARK--STANDARD TABLET, STAMPED ---MERTZ 1955---, AND SET
 CB0899'IN A BURIED BOULDER.
 CB0899'
 CB0899'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0471 ***********************************************************************
 CA0471  DESIGNATION -  MESA
 CA0471  PID         -  CA0471
 CA0471  STATE/COUNTY-  TX/BROWN
 CA0471  USGS QUAD   -  BYRDS (1987)
 CA0471
 CA0471                         *CURRENT SURVEY CONTROL
 CA0471  ___________________________________________________________________
 CA0471* NAD 83(1993)-  31 55 10.39953(N)    099 07 19.64070(W)     ADJUSTED  
 CA0471* NAVD 88     -       513.086  (meters)    1683.35   (feet)  ADJUSTED  
 CA0471  ___________________________________________________________________
 CA0471  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CA0471  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CA0471  DYNAMIC HT  -         512.420 (meters)    1681.16  (feet)  COMP
 CA0471  MODELED GRAV-     979,325.5   (mgal)                       NAVD 88
 CA0471
 CA0471  HORZ ORDER  -  SECOND
 CA0471  VERT ORDER  -  SECOND    CLASS 0
 CA0471
 CA0471.The horizontal coordinates were established by classical geodetic methods
 CA0471.and adjusted by the National Geodetic Survey in February 1996..
 CA0471
 CA0471.The orthometric height was determined by differential leveling
 CA0471.and adjusted by the National Geodetic Survey in June 1991..
 CA0471
 CA0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0471
 CA0471.The geoid height was determined by GEOID03.
 CA0471
 CA0471.The dynamic height is computed by dividing the NAVD 88
 CA0471.geopotential number by the normal gravity value computed on the
 CA0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0471.degrees latitude (g = 980.6199 gals.).
 CA0471
 CA0471.The modeled gravity was interpolated from observed gravity values.
 CA0471
 CA0471;                    North         East     Units Scale Factor Converg.
 CA0471;SPC TX C     - 3,250,380.433   814,549.813   MT  1.00000993   +0 37 25.8
 CA0471;SPC TX C     -10,663,956.47  2,672,402.18   sFT  1.00000993   +0 37 25.8
 CA0471;UTM  14      - 3,531,525.581   488,454.821   MT  0.99960164   -0 03 52.5
 CA0471
 CA0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0471!SPC TX C     -   0.99992359  x   1.00000993  =   0.99993352
 CA0471!UTM  14      -   0.99992359  x   0.99960164  =   0.99952526
 CA0471
 CA0471:                Primary Azimuth Mark                     Grid Az
 CA0471:SPC TX C     -  Q 382                                    180 29 53.7
 CA0471:UTM  14      -  Q 382                                    181 11 12.0
 CA0471
 CA0471|---------------------------------------------------------------------|
 CA0471| PID    Reference Object                     Distance      Geod. Az  |
 CA0471|                                                           dddmmss.s |
 CA0471| CA0468 Q 382                                              1810719.5 |
 CA0471| CA0470 MESA RM 1                            16.855 METERS 20101     |
 CA0471| CA0472 MESA RM 2                            20.628 METERS 30756     |
 CA0471|---------------------------------------------------------------------|
 CA0471
 CA0471                          SUPERSEDED SURVEY CONTROL
 CA0471
 CA0471  NAD 83(1986)-  31 55 10.40872(N)    099 07 19.62765(W) AD(       ) 2
 CA0471  NAD 27      -  31 55 09.87800(N)    099 07 18.41800(W) AD(       ) 2
 CA0471  NGVD 29 (??/??/92)  512.976  (m)         1682.99   (f) ADJ UNCH    2 0
 CA0471
 CA0471.Superseded values are not recommended for survey control.
 CA0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0471.See file dsdata.txt to determine how the superseded data were derived.
 CA0471
 CA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA8845531526(NAD 83)
 CA0471_MARKER: DS = TRIANGULATION STATION DISK
 CA0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0471_STAMPING: MESA 1944
 CA0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0471+STABILITY: SURFACE MOTION
 CA0471
 CA0471  HISTORY     - Date     Condition        Report By
 CA0471  HISTORY     - 1944     MONUMENTED       CGS
 CA0471  HISTORY     - 1964     GOOD             NGS
 CA0471
 CA0471                          STATION DESCRIPTION
 CA0471
 CA0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0471'STATION IS LOCATED ABOUT 16 MILES NW OF BROWNWOOD, ABOUT 7.5
 CA0471'MILES S OF CROSS CUT, AND ON THE SUMMIT OF THE W END OF A
 CA0471'PROMINENT FLAT-TOP MESA THAT IS COVERED WITH A DENSE GROWTH
 CA0471'OF SCRUB OAK AND UNDERBRUSH.  IT IS 3 FEET S OF A WHITE WITNESS
 CA0471'POST, 150 FEET N OF THE EDGE OF THE CLIFF, AND IN A SMALL
 CA0471'CLEARING.  IT IS STAMPED MESA 1944.  THE BELL END OF THE TILE
 CA0471'PROJECTS ABOUT 6 INCHES.
 CA0471'
 CA0471'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE
 CA0471'AT THE CENTERS OF THE TOPS OF TILES WHICH ARE EMBEDDED IN THE
 CA0471'GROUND.  UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 CA0471'
 CA0471'REFERENCE MARK 1 IS W OF THE STATION, AT THE S EDGE OF THE
 CA0471'CLEARING.  THE BELL END OF THE TILE PROJECTS ABOUT 6 INCHES.
 CA0471'
 CA0471'REFERENCE MARK 2 IS N OF THE STATION, AT THE N EDGE OF THE
 CA0471'CLEARING.  THE BELL END OF THE TILE PROJECTS ABOUT 6 INCHES.
 CA0471'
 CA0471'AZIMUTH MARK IS SE OF THE STATION, ON THE E SIDE OF THE ROAD,
 CA0471'5 FEET W OF RIGHT-OF-WAY FENCE, AND IN LINE WITH A FIELD
 CA0471'FENCE THAT JOINS THE ROAD FENCE.  IT IS A BRONZE BENCH-MARK
 CA0471'DISK, STAMPED Q 382 1943 AND PROJECTS ABOUT 10 INCHES.
 CA0471'
 CA0471'ALL MARKS (EXCEPT THE AZIMUTH MARK) ARE STAMPED WITH THE NAME
 CA0471'AND DATE OF THE STATION.  REFERENCE MARKS ARE ALSO STAMPED
 CA0471'WITH THEIR RESPECTIVE NUMBERS.
 CA0471'
 CA0471'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA0471'AND 283 IN THE N EDGE OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA0471'67 FOR 0.75 MILE TO STATE HIGHWAY 279.  TURN RIGHT ON HIGHWAY
 CA0471'279 AND GO 14.55 MILES TO WHERE HIGHWAY 279 TURNS RIGHT
 CA0471'AT A SIGN STATE PARK 5 MILES.  CONTINUE STRAIGHT AHEAD ON GRAVEL
 CA0471'ROAD, AND KEEP STRAIGHT AHEAD AT ALL INTERSECTIONS FOR 3.85
 CA0471'MILES TO THE SW END OF A MESA ON THE RIGHT.  STATION IS ON
 CA0471'TOP OF THE MESA, ABOUT 175 YARDS E OF THE ROAD.
 CA0471'
 CA0471'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK ALONG
 CA0471'THE ROAD FOR 1.2 MILES TO THE MARK ON THE E SIDE OF THE ROAD.
 CA0471'
 CA0471'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CA0471
 CA0471                          STATION RECOVERY (1964)
 CA0471
 CA0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CA0471'4.6 MI NE FROM GROSVENOR.
 CA0471'1.9 MILES EAST ALONG A GRAVEL ROAD FROM THE GRAMMAR SCHOOL AT
 CA0471'GROSVENOR, BROWN COUNTY, THENCE 2.7 MILES NORTH ALONG A DIRT ROAD
 CA0471'(STATE HIGHWAY 279).  ON THE TOP OF A PROMINENT FLAT MESA COVERED WITH
 CA0471'SCRUB OAK AND UNDERBRUSH, 175 YARDS EAST OF THE HIGHWAY, 50 YARDS
 CA0471'NORTH OF THE SOUTH EDGE OF THE MESA, AND IN A SMALL CLEARING. A
 CA0471'STANDARD TRIANGULATION-STATION DISK, STAMPED MESA 1944 AND SET IN THE
 CA0471'TOP OF A CONCRETE POST.  THE STATION WAS REACHED FROM BROWNWOOD BY
 CA0471'GOING 0.7 MILE NORTH ALONG STATE HIGHWAY 279, THENCE 14.5 MILES EAST
 CA0471'AND NORTH ALONG STATE HIGHWAY 279 TO FARM ROAD 15, THENCE 3.7 MILES
 CA0471'NORTH ALONG STATE HIGHWAY 279 TO SUMMIT OF ROAD, THENCE PACK EASTERLY
 CA0471'UP SIDE OF HILL THENCE CONTINUE EAST-SOUTHEAST ALONG TOP OF MESA FOR
 CA0471'ABOUT 100 YARDS TO A SMALL CLEARING AND THE MARKS.  THIS IS ABOUT A 10
 CA0471'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0945 ***********************************************************************
 BM0945  DESIGNATION -  MESA
 BM0945  PID         -  BM0945
 BM0945  STATE/COUNTY-  TX/GRIMES
 BM0945  USGS QUAD   -  KEITH (1988)
 BM0945
 BM0945                         *CURRENT SURVEY CONTROL
 BM0945  ___________________________________________________________________
 BM0945* NAD 83(1993)-  30 40 58.44969(N)    096 06 50.85139(W)     ADJUSTED  
 BM0945* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 BM0945  ___________________________________________________________________
 BM0945  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BM0945  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BM0945
 BM0945  HORZ ORDER  -  FIRST
 BM0945
 BM0945.The horizontal coordinates were established by classical geodetic methods
 BM0945.and adjusted by the National Geodetic Survey in February 1996..
 BM0945
 BM0945.The orthometric height was scaled from a topographic map.
 BM0945
 BM0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0945
 BM0945.The geoid height was determined by GEOID03.
 BM0945
 BM0945;                    North         East     Units Scale Factor Converg.
 BM0945;SPC TX C     - 3,120,320.167 1,104,141.022   MT  0.99989710   +2 10 23.3
 BM0945;SPC TX C     -10,237,250.41  3,622,502.67   sFT  0.99989710   +2 10 23.3
 BM0945;UTM  14      - 3,398,015.224   776,466.927   MT  1.00054300   +1 28 24.8
 BM0945
 BM0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0945!SPC TX C     -   0.99998816  x   0.99989710  =   0.99988526
 BM0945!UTM  14      -   0.99998816  x   1.00054300  =   1.00053116
 BM0945
 BM0945:                Primary Azimuth Mark                     Grid Az
 BM0945:SPC TX C     -  IOLA MUNICIPAL TANK                      017 54 19.7
 BM0945:UTM  14      -  IOLA MUNICIPAL TANK                      018 36 18.2
 BM0945
 BM0945|---------------------------------------------------------------------|
 BM0945| PID    Reference Object                     Distance      Geod. Az  |
 BM0945|                                                           dddmmss.s |
 BM0945| BM0943 IOLA MUNICIPAL TANK                 APPROX.10.9 KM 0200443.0 |
 BM0945| CV8840 MESA AZ MK                                         1273943.0 |
 BM0945| BM0967 GALVESTON WACO AIRWAY BCN 10        APPROX.31.7 KM 1683030.8 |
 BM0945| BM0948 GALVESTON WACO AIRWAY BCN 11        APPROX.15.8 KM 2161435.0 |
 BM0945| CV8841 MESA RM 1                            48.814 METERS 24402     |
 BM0945| CV8842 MESA RM 2                            53.807 METERS 33945     |
 BM0945|---------------------------------------------------------------------|
 BM0945
 BM0945                          SUPERSEDED SURVEY CONTROL
 BM0945
 BM0945  NAD 83(1986)-  30 40 58.46318(N)    096 06 50.83290(W) AD(       ) 1
 BM0945  NAD 27      -  30 40 57.75700(N)    096 06 49.98900(W) AD(       ) 1
 BM0945
 BM0945.Superseded values are not recommended for survey control.
 BM0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0945.See file dsdata.txt to determine how the superseded data were derived.
 BM0945
 BM0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7646798015(NAD 83)
 BM0945_MARKER: DS = TRIANGULATION STATION DISK
 BM0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0945
 BM0945  HISTORY     - Date     Condition        Report By
 BM0945  HISTORY     - 1935     MONUMENTED       CGS
 BM0945  HISTORY     - 1937     GOOD             TXHD
 BM0945  HISTORY     - 1943     GOOD             CGS
 BM0945  HISTORY     - 1961     GOOD             USGS
 BM0945  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0945
 BM0945                          STATION DESCRIPTION
 BM0945
 BM0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0945'THIS STATION IS ABOUT 7 MILES SSW OF IOLA, ABOUT 6 MILES N
 BM0945'OF CARLOS, ABOUT 9 MILES SW OF BEDIAS ON LAND OWNED BY GEO.
 BM0945'H. ECHOLS AND OCCUPIED BY M.C. PETERS.  THE MARK IS SET ABOUT
 BM0945'1.0 MILE NW OF THE RANCH HOUSE.  IT IS IN AN OPEN FIELD 88
 BM0945'FEET NW OF A 20-INCH OAK TREE WITH TRIANGULAR BLAZE, 101 FEET
 BM0945'SE OF A 24-INCH OAK WITH TRIANGULAR BLAZE.  MARK PROJECTS
 BM0945'10 INCHES.
 BM0945'
 BM0945'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0945'DISKS SET IN CONCRETE.
 BM0945'
 BM0945'REFERENCE MARK NO. 1 IS SW OF THE STATION AT THE E EDGE OF
 BM0945'A LINE OF TREES BETWEEN TWO CLEARED FIELDS.  MARK PROJECTS 6
 BM0945'INCHES.
 BM0945'
 BM0945'REFERENCE MARK NO. 2 IS NNW OF THE STATION AT THE E EDGE OF THE
 BM0945'LINE OF TREES.  IT PROJECTS 7 INCHES.
 BM0945'
 BM0945'AZIMUTH MARK IS SE OF THE STATION ON THE E EDGE OF THE FIELD.
 BM0945'ABOUT 50 FEET SW OF THE POINT WHERE THE ROAD ENTERS THE WOODS.
 BM0945'MARK PROJECTS 6 INCHES.
 BM0945'
 BM0945'REACHED FROM BEDIAS, GO S ON OLD RAILROAD GRADE FOR 5.0 MILES
 BM0945'TO CROSSROADS.  THIS ROAD IS AT THE SETTLEMENT OF MESA.  TURN
 BM0945'RIGHT (W) FOR 1.4 MILES TO CROSSROADS.  HERE TURN S FOR 2.15
 BM0945'MILES TO THE ECHOLS RANCH HOUSE.  GO TO SE CORNER OF BARN PASSING
 BM0945'THROUGH CORRAL FOR 0.2 MILE TO GATE AT THE EDGE OF WOODS.
 BM0945'PASS THROUGH GATE AND FOLLOW MAIN-TRAVELED ROAD FOR 0.6 MILE
 BM0945'TO AN OPEN FIELD.  STATION IS 0.2 MILE NW ON HIGHEST POINT
 BM0945'OF GROUND IN THE FIELD.
 BM0945'
 BM0945'LIGHTS 87 FEET ABOVE CRUTCHFIELD AND 74 FEET ABOVE ALLEN AND
 BM0945'UPCHURCH COME INTO VIEW 18 FEET ABOVE THE GROUND.
 BM0945'
 BM0945'A LIGHT 60 FEET ABOVE HICKS IS VISIBLE FROM THE GROUND.
 BM0945'
 BM0945'A LIGHT 87 FEET ABOVE MOODY COMES INTO VIEW 40 FEET ABOVE THE
 BM0945'GROUND.
 BM0945'
 BM0945'A LIGHT 60 FEET ABOVE HURST COMES INTO VIEW 18 FEET ABOVE
 BM0945'THE GROUND.
 BM0945
 BM0945                          STATION RECOVERY (1937)
 BM0945
 BM0945'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0945'DESCRIPTION AS GIVEN BY C.A.S. 1935 SATISFACTORY.  STATION
 BM0945'MARKER, REFERENCE MARKERS NOS. 1 AND 2, AND AZIMUTH MARKER
 BM0945'RECOVERED AND IN GOOD CONDITION.  REFERENCE DISKS STAMPED
 BM0945'PECULIARLY - ONE STAMPED 11, THE OTHER STAMPED 21.
 BM0945
 BM0945                          STATION RECOVERY (1943)
 BM0945
 BM0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0945'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 BM0945'CONDITION.  REFERENCE MARKS ARE STAMPED PECULIARLY.  A NEW
 BM0945'DESCRIPTION TO REACH THE STATION IS NECESSARY DUE TO ROAD
 BM0945'CONSTRUCTION.
 BM0945'
 BM0945'STATION IS LOCATED ABOUT 7 MILES SSW OF IOLA ON LAND OWNED
 BM0945'BY MR. M.C. PETERS.  IT IS ABOUT 1.0 MILE NW OF THE PETERS
 BM0945'RANCH HOUSE, 88 FEET NW OF A 20-INCH OAK TREE WITH A TRIANGULAR
 BM0945'BLAZE, 101 FEET SE OF A 24-INCH OAK TREE WITH A TRIANGULAR
 BM0945'BLAZE AND 35 FEET SW OF THE CENTER LINE OF A FARM ROAD.  IT IS
 BM0945'STAMPED MESA 1935 AND PROJECTS 10 INCHES.
 BM0945'
 BM0945'REFERENCE MARK NO. 1 IS SW OF THE STATION AT THE E EDGE OF A
 BM0945'LINE OF TREES BETWEEN TWO CLEARED FIELDS.  IT IS STAMPED MESA
 BM0945'NO. 11 1935 AND PROJECTS 6 INCHES.
 BM0945'
 BM0945'REFERENCE MARK NO. 2 IS NNW OF THE STATION AT THE E EDGE OF
 BM0945'THE LINE OF TREES.  IT IS STAMPED MESA NO. 21 1935 AND PROJECTS
 BM0945'7 INCHES.
 BM0945'
 BM0945'THE AZIMUTH MARK IS SE OF THE STATION AT THE E EDGE OF A
 BM0945'CLEARING, ABOUT 50 FEET SW OF THE POINT WHERE THE FARM ROAD
 BM0945'ENTERS THE WOODS AND 35 FEET S OF THE CENTER LINE OF THE FARM
 BM0945'ROAD.  IT IS STAMPED MESA AZIMUTH 1935 AND PROJECTS 6 INCHES.
 BM0945'
 BM0945'TO REACH THE STATION FROM THE MAIN CROSS ROAD IN IOLA, GO SE
 BM0945'ON TEXAS STATE FARM HIGHWAY 29 FOR 0.75 MILE TO A FORKS AND
 BM0945'AN ANGLING CROSSROADS.  THEN RIGHT FORK (S), WHICH IS AN
 BM0945'OLD RAILROAD BED, FOR 3.9 MILES TO A CROSS ROAD.  THEN RIGHT (W)
 BM0945'FOR 1.35 MILES TO A CROSS ROAD.  THEN TURN LEFT (S) FOR 2.1 MILES
 BM0945'TO THE PETERS RANCH HOUSE ON THE RIGHT.  THEN RIGHT, THROUGH
 BM0945'GATE, FOR 0.05 MILE TO THE BARN AND ENTRANCE TO A CORRAL.  THEN
 BM0945'THROUGH CORRAL (W) ON A FARM ROAD FOR 0.2 MILE TO A GATE
 BM0945'AT THE EDGE OF A WOODS.  PASS THROUGH GATE AND CONTINUE ON
 BM0945'THE FARM ROAD FOR 0.8 MILE TO AN OPEN FIELD AND THE AZIMUTH
 BM0945'MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.15 MILE TO THE
 BM0945'STATION.
 BM0945'
 BM0945'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM0945
 BM0945                          STATION RECOVERY (1961)
 BM0945
 BM0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BM0945'STATION AND REFERENCE MARKERS WERE FOUND IN GOOD CONDITION.
 BM0945'AZIMUTH MARK WAS NOT FOUND AFTER A THOROUGH SEARCH.  NEW
 BM0945'DESCRIPTION DUE TO THE CHANGES IS NECESSARY.
 BM0945'
 BM0945'TO REACH THE STATION FROM THE P.O. IN IOLA, GO SW. ON HIGHWAY
 BM0945'FM 244 FOR 6.7 MI. TO THE FLYING J RANCH OWNED BY MRS. F.E.
 BM0945'JOHNSON.  THEN W. THROUGH THE YARD TO THE GATE AND FIELD
 BM0945'ROAD LEADING W.  CONTINUE ON THIS ROAD FOR 1.0 MILES TO THE
 BM0945'LINE OF OAK TREES IN OPEN FIELD AND THE STATION WHICH IS
 BM0945'LOCATED 85 FEET SE. OF A 18 IN OAK TREE, 100 FEET NW. OF 24 IN
 BM0945'OAK TREE AND 15 FEET SW. OF THE CENTERLINE OF THE FIELD ROAD.
 BM0945'IT IS STAMPED MESA 1935, AND PROJECTS 5 INCHES ABOVE GROUND.
 BM0945
 BM0945                          STATION RECOVERY (1994)
 BM0945
 BM0945'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0523 ***********************************************************************
 CE0523  DESIGNATION -  MESA
 CE0523  PID         -  CE0523
 CE0523  STATE/COUNTY-  TX/EL PASO
 CE0523  USGS QUAD   -  FORT BLISS SE (1994)
 CE0523
 CE0523                         *CURRENT SURVEY CONTROL
 CE0523  ___________________________________________________________________
 CE0523* NAD 83(1993)-  31 45 35.39646(N)    106 20 20.53274(W)     ADJUSTED  
 CE0523* NAVD 88     -      1215.26   (+/-2cm)    3987.1    (feet)  VERTCON   
 CE0523  ___________________________________________________________________
 CE0523  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CE0523  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CE0523
 CE0523  HORZ ORDER  -  FIRST
 CE0523  VERT ORDER  -  THIRD ? (See Below)
 CE0523
 CE0523.The horizontal coordinates were established by classical geodetic methods
 CE0523.and adjusted by the National Geodetic Survey in February 1996..
 CE0523
 CE0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0523.The vertical order pertains to the NGVD 29 superseded value.
 CE0523
 CE0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0523
 CE0523.The geoid height was determined by GEOID03.
 CE0523
 CE0523;                    North         East     Units Scale Factor Converg.
 CE0523;SPC TX C     - 3,247,400.931   131,321.833   MT  0.99996916   -3 05 35.8
 CE0523;SPC TX C     -10,654,181.22    430,845.05   sFT  0.99996916   -3 05 35.8
 CE0523;UTM  13      - 3,514,595.498   373,187.051   MT  0.99979834   -0 42 17.7
 CE0523
 CE0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0523!SPC TX C     -   0.99981301  x   0.99996916  =   0.99978218
 CE0523!UTM  13      -   0.99981301  x   0.99979834  =   0.99961139
 CE0523
 CE0523|---------------------------------------------------------------------|
 CE0523| PID    Reference Object                     Distance      Geod. Az  |
 CE0523|                                                           dddmmss.s |
 CE0523| CC6929 MESA RM                              15.530 METERS 14731     |
 CE0523| CE0515 JUAREZ WATER TANK                   APPROX.14.3 KM 2603433.8 |
 CE0523| CE0516 SILO                                APPROX.12.9 KM 2651113.9 |
 CE0523| CE0551 EL PASO COURTHOUSE DOME CENTER      APPROX.13.8 KM 2692247.7 |
 CE0523|---------------------------------------------------------------------|
 CE0523
 CE0523                          SUPERSEDED SURVEY CONTROL
 CE0523
 CE0523  NAD 83(1993)-  31 45 35.39670(N)    106 20 20.53078(W) AD(       ) 1
 CE0523  NAD 83(1986)-  31 45 35.39865(N)    106 20 20.53016(W) AD(       ) 1
 CE0523  NAD 27      -  31 45 34.99300(N)    106 20 18.57300(W) AD(       ) 1
 CE0523  NGVD 29 (07/19/86) 1214.70   (m)         3985.2    (f) LEVELING    3  
 CE0523
 CE0523.Superseded values are not recommended for survey control.
 CE0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0523.See file dsdata.txt to determine how the superseded data were derived.
 CE0523
 CE0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7318714595(NAD 83)
 CE0523_MARKER: Z = SEE DESCRIPTION
 CE0523_SETTING: 66 = SET IN ROCK OUTCROP
 CE0523
 CE0523  HISTORY     - Date     Condition        Report By
 CE0523  HISTORY     - 1909     MONUMENTED       CGS
 CE0523  HISTORY     - 1931     GOOD             CGS
 CE0523  HISTORY     - 1971     GOOD             NGS
 CE0523
 CE0523                          STATION DESCRIPTION
 CE0523
 CE0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CE0523'ABOUT 9 MILES IN A DIRECT LINE, E FROM THE POST OFFICE IN
 CE0523'EL PASO, 5 MILES N FROM YSLETA, A TOWN ON THE SOUTHERN PACIFIC,
 CE0523'AND ON A LONG NARROW POINT EXTENDING S ON THE S SIDE OF THE
 CE0523'MESA.  THIS POINT IS THE MOST SOUTHERN POINT OF THE MESA IN
 CE0523'THE VICINITY AND QUITE PROMINENT ON ACCOUNT OF ITS STEEP
 CE0523'HIGH BLUFFS ON THE E, S AND W SIDES.
 CE0523'
 CE0523'STATION MARKED BY STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 CE0523'BEDROCK.
 CE0523'
 CE0523'THE REFERENCE MARK, A CROSS CUT IN A ROCK NEAR THE EDGE OF
 CE0523'THE BLUFF, IS 15.53 METERS (51.0 FEET) FROM THE STATION S 32 DEG
 CE0523'28 MIN E.
 CE0523'
 CE0523'IN 1931 THE STATION WAS VISITED, DRILL HOLE FOUND, BUT NO
 CE0523'DISK.  IN 1934 STATION NOT FOUND.
 CE0523
 CE0523                          STATION RECOVERY (1971)
 CE0523
 CE0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CE0523'THE STATION WAS NOT RECOVERED.  THE SMALL BLUFF ON WHICH IT
 CE0523'WAS LOCATED, AND ON WHICH STATION TP 3 WAS ESTABLISHED, HAS
 CE0523'ERODED CONSIDERABLY AND THERE WAS NO EVIDENCE OF THE MARKS.
 CE0523'
 CE0523'A SURVEY CREW FROM THE WHITE SANDS MISSILE RANGE HAD PREVIOUSLY
 CE0523'SEARCHED FOR STATION MESA WITH NEGATIVE RESULTS.
 CE0523'
 CE0523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EAST
 CE0523'EDGE OF EL PASO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0560 ***********************************************************************
 BO0560  DESIGNATION -  MESA
 BO0560  PID         -  BO0560
 BO0560  STATE/COUNTY-  TX/CROCKETT
 BO0560  USGS QUAD   -  TWELVEMILE CAMP (1967)
 BO0560
 BO0560                         *CURRENT SURVEY CONTROL
 BO0560  ___________________________________________________________________
 BO0560* NAD 83(1993)-  30 57 32.64637(N)    101 49 56.17523(W)     ADJUSTED  
 BO0560* NAVD 88     -       902.     (meters)    2959.     (feet)  SCALED    
 BO0560  ___________________________________________________________________
 BO0560  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BO0560  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 BO0560
 BO0560  HORZ ORDER  -  SECOND
 BO0560
 BO0560.The horizontal coordinates were established by classical geodetic methods
 BO0560.and adjusted by the National Geodetic Survey in February 1996..
 BO0560
 BO0560.The orthometric height was scaled from a topographic map.
 BO0560
 BO0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0560
 BO0560.The geoid height was determined by GEOID03.
 BO0560
 BO0560;                    North         East     Units Scale Factor Converg.
 BO0560;SPC TX C     - 3,144,233.851   556,805.194   MT  0.99988202   -0 46 19.3
 BO0560;SPC TX C     -10,315,707.23  1,826,785.04   sFT  0.99988202   -0 46 19.3
 BO0560;UTM  14      - 3,428,507.447   229,446.583   MT  1.00050303   -1 27 28.4
 BO0560
 BO0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0560!SPC TX C     -   0.99986205  x   0.99988202  =   0.99974408
 BO0560!UTM  14      -   0.99986205  x   1.00050303  =   1.00036501
 BO0560
 BO0560|---------------------------------------------------------------------|
 BO0560| PID    Reference Object                     Distance      Geod. Az  |
 BO0560|                                                           dddmmss.s |
 BO0560| CH9013 MESA RM 1                            14.846 METERS 03203     |
 BO0560| CB0976 WINDMILL SW OF STA MEX USGS         APPROX. 8.5 KM 0404142.3 |
 BO0560| CH9012 MESA AZ MK                                         2903022.6 |
 BO0560| CH9014 MESA RM 2                             8.155 METERS 31705     |
 BO0560|---------------------------------------------------------------------|
 BO0560
 BO0560                          SUPERSEDED SURVEY CONTROL
 BO0560
 BO0560  NAD 83(1986)-  30 57 32.65729(N)    101 49 56.16165(W) AD(       ) 2
 BO0560  NAD 27      -  30 57 32.08600(N)    101 49 54.70800(W) AD(       ) 2
 BO0560
 BO0560.Superseded values are not recommended for survey control.
 BO0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0560.See file dsdata.txt to determine how the superseded data were derived.
 BO0560
 BO0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV2944728507(NAD 83)
 BO0560_MARKER: DS = TRIANGULATION STATION DISK
 BO0560_SETTING: 66 = SET IN ROCK OUTCROP
 BO0560
 BO0560  HISTORY     - Date     Condition        Report By
 BO0560  HISTORY     - 1943     MONUMENTED       CGS
 BO0560
 BO0560                          STATION DESCRIPTION
 BO0560
 BO0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0560'THE STATION IS LOCATED ABOUT 20 MILES AIRLINE SOUTH SOUTHEAST
 BO0560'OF RANKIN, 5.25 MILES EAST AND 5 MILES NORTH OF IRAAN, ON
 BO0560'SOUTHEAST END OF THE SOUTHEAST ONE OF FIVE PROMINENT BUTTES
 BO0560'ALONG THE HIGH RIM NORTHEAST OF THE PECOS RIVER, ON PROPERTY
 BO0560'OWNED BY THE HARRIS RANCH.
 BO0560'
 BO0560'TO REACH FROM THE TRAFFIC LIGHT AT THE JUNCTION OF MAIN STREET
 BO0560'AND U.S. HIGHWAY 67 IN RANKIN, GO EAST ON U.S. HIGHWAY 67 21.95
 BO0560'MILES.  THENCE RIGHT AS PER SIGN HERSEY RANCH 34 MILES AND GO
 BO0560'0.8 MILES TO RAILROAD.  CROSS RAILROAD AND TURN RIGHT ALONG
 BO0560'SOUTH SIDE OF TRACKS FOR 1 MILE.  THENCE LEFT ON T ROAD AND
 BO0560'GO SOUTHERLY 10.7 MILES TO CATTLE GUARD AT ENTRANCE TO
 BO0560'WORLD OIL FIELD.  CONTINUE 0.05 MILE AND TURN RIGHT AT SIGN
 BO0560'HARRIS RANCH 5 MILES AND FOLLOW MAIN TRAVELED GRADED ROAD
 BO0560'SOUTHWESTERLY 5.35 MILES TO FORK AT SIGN 12 MILE CAMP, TAKE
 BO0560'LEFT FORK AND FOLLOW MAIN GRADED ROAD 2.15 MILES TO A TRACK
 BO0560'ROAD LEADING RIGHT AT SIGN HARRIS 12 MILE CAMP.  TURN RIGHT
 BO0560'AND FOLLOW WELL TRAVELED TRACK ROAD SOUTH-WESTERLY 1.1 MILE.
 BO0560'THENCE LEFT FORK AT SIGN HARRIS 12 MILE CAMP 8 MILES, 0.7 MILE
 BO0560'TO BOARD GATE.  PASS THROUGH GATE AND CONTINUE 1.1 MILE
 BO0560'TO SECOND BOARD GATE.  PASS THROUGH THIS GATE AND CONTINUE
 BO0560'0.35 MILE TO FORK AND SIGN PARKER WEBB MILLS.  TAKE DIM LEFT
 BO0560'FORK AND FOLLOW MAIN TRACKS 1.85 MILES, CROSS GRAVELED BOTTOM
 BO0560'DRY WASH AND CONTINUE 0.25 MILE.  THENCE RIGHT FORK
 BO0560'TOWARD WINDMILL 0.2 MILE TO A BOARD GATE ABOUT 100 YARDS SOUTH
 BO0560'OF WINDMILL.  PASS THROUGH GATE, TAKE IMMEDIATE LEFT
 BO0560'FORK ONLY ROAD WESTERLY UP CANYON 2.7 MILES TO ANOTHER
 BO0560'WINDMILL AND CEMENT TANK.  PASS TO RIGHT OF WINDMILL AND
 BO0560'CONTINUE 2.6 MILES.  FROM HERE THE STATION IS ON A BUTTE
 BO0560'ABOUT 0.5 MILE DISTANT AT MAGNETIC BEARING 184 DEG.
 BO0560'LEAVE THE TRACK ROAD AND PICK WAY ACROSS COUNTRY TO TOP
 BO0560'OF BUTTE. THE STATION IS ON HIGH POINT AT SOUTHEAST END
 BO0560'OF BUTTE.
 BO0560'
 BO0560'THE STATION MARK IS A STANDARD DISC WEDGED IN A DRILL HOLE IN
 BO0560'OUTCROPPING BEDROCK PROJECTING 2 INCHES ABOVE THE
 BO0560'GROUND.  IT IS STAMPED MESA 1943.
 BO0560'
 BO0560'REFERENCE MARK NO. 1 IS A STANDARD DISC WEDGED IN A DRILL
 BO0560'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 BO0560'1 INCH ABOVE GROUND AND IS APPROXIMATELY THE SAME ELEVATION
 BO0560'AS THE STATION MARK.  IT IS STAMPED MESA NO 1 1943.
 BO0560'
 BO0560'REFERENCE MARK NO. 2 IS A STANDARD DISC WEDGED IN A DRILL
 BO0560'HOLE IN OUTCROPPING BEDROCK ON A SLOPE AND IS
 BO0560'ABOUT 14 INCHES LOWER THAN THE STATION MARK.  IT IS STAMPED
 BO0560'MESA NO 2 1943.
 BO0560'
 BO0560'THE AZIMUTH MARK IS WEST NORTHWEST ABOUT 0.2 MILE, 3 FEET FROM
 BO0560'A ROCK CAIRN, ON THE SAME BUTTE AS THE STATION MARK.  IT IS
 BO0560'A STANDARD DISC WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 BO0560'IT IS STAMPED MESA 1943.
 BO0560'
 BO0560'A FOUR FOOT STAND WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1051 ***********************************************************************
 CD1051  DESIGNATION -  MESA
 CD1051  PID         -  CD1051
 CD1051  STATE/COUNTY-  TX/HUDSPETH
 CD1051  USGS QUAD   -  GUNSIGHT HILLS SOUTH (1979)
 CD1051
 CD1051                         *CURRENT SURVEY CONTROL
 CD1051  ___________________________________________________________________
 CD1051* NAD 83(1993)-  31 22 28.97403(N)    105 27 23.71320(W)     ADJUSTED  
 CD1051* NAVD 88     -      1563.     (meters)    5128.     (feet)  SCALED    
 CD1051  ___________________________________________________________________
 CD1051  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CD1051  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 CD1051
 CD1051  HORZ ORDER  -  THIRD
 CD1051
 CD1051.The horizontal coordinates were established by classical geodetic methods
 CD1051.and adjusted by the National Geodetic Survey in February 1996..
 CD1051
 CD1051.The orthometric height was scaled from a topographic map.
 CD1051
 CD1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1051
 CD1051.The geoid height was determined by GEOID03.
 CD1051
 CD1051;                    North         East     Units Scale Factor Converg.
 CD1051;SPC TX C     - 3,200,567.534   212,850.744   MT  0.99990289   -2 38 19.6
 CD1051;SPC TX C     -10,500,528.65    698,327.82   sFT  0.99990289   -2 38 19.6
 CD1051;UTM  13      - 3,471,221.045   456,582.600   MT  0.99962325   -0 14 15.8
 CD1051
 CD1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1051!SPC TX C     -   0.99975829  x   0.99990289  =   0.99966121
 CD1051!UTM  13      -   0.99975829  x   0.99962325  =   0.99938163
 CD1051
 CD1051:                Primary Azimuth Mark                     Grid Az
 CD1051:SPC TX C     -  23 E                                     287 57 12.9
 CD1051:UTM  13      -  23 E                                     285 33 09.1
 CD1051
 CD1051|---------------------------------------------------------------------|
 CD1051| PID    Reference Object                     Distance      Geod. Az  |
 CD1051|                                                           dddmmss.s |
 CD1051| CD1056 23 E                                APPROX. 4.0 KM 2851853.3 |
 CD1051|---------------------------------------------------------------------|
 CD1051
 CD1051                          SUPERSEDED SURVEY CONTROL
 CD1051
 CD1051  NAD 83(1986)-  31 22 28.97819(N)    105 27 23.70523(W) AD(       ) 3
 CD1051  NAD 27      -  31 22 28.53856(N)    105 27 21.85652(W) AD(       ) 3
 CD1051
 CD1051.Superseded values are not recommended for survey control.
 CD1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1051.See file dsdata.txt to determine how the superseded data were derived.
 CD1051
 CD1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5658371221(NAD 83)
 CD1051_MARKER: DD = SURVEY DISK
 CD1051_SETTING: 66 = SET IN ROCK OUTCROP
 CD1051_SP_SET: SET IN ROCK OUTCROP
 CD1051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD1051+STABILITY: POSITION/ELEVATION WELL
 CD1051
 CD1051  HISTORY     - Date     Condition        Report By
 CD1051  HISTORY     - 1945     MONUMENTED       USGS
 CD1051
 CD1051                          STATION DESCRIPTION
 CD1051
 CD1051'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1051'STATION LOCATED 13 MI. N. AND 6 MI. W. FROM SIERRA BLANCA ON THE
 CD1051'CAVETT RANCH.  IT IS ABOUT 4 MI. SE OF SMALL HOUSE ON THE RANCH, 3 MI.
 CD1051'NE OF A CONCRETE TANK ABOUT 1 MI. SE OF EARTH TANK ON NW END OF STEEP
 CD1051'FLAT TOPPED HILL. /SOUTH HILL OF 2/
 CD1051'
 CD1051'STATION MARK--STANDARD TABLET SET IN ROCK AND STAMPED -MESA 1945-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1164 ***********************************************************************
 CU1164  DESIGNATION -  MESA
 CU1164  PID         -  CU1164
 CU1164  STATE/COUNTY-  TX/DAWSON
 CU1164  USGS QUAD   -  LAMESA SOUTH (1970)
 CU1164
 CU1164                         *CURRENT SURVEY CONTROL
 CU1164  ___________________________________________________________________
 CU1164* NAD 83(1993)-  32 43 14.68629(N)    101 58 26.40953(W)     ADJUSTED  
 CU1164* NAVD 88     -       908.5    (meters)    2981.     (feet)  VERTCON   
 CU1164  ___________________________________________________________________
 CU1164  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CU1164  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CU1164
 CU1164  HORZ ORDER  -  FIRST
 CU1164
 CU1164.The horizontal coordinates were established by classical geodetic methods
 CU1164.and adjusted by the National Geodetic Survey in February 1996..
 CU1164
 CU1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1164
 CU1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1164
 CU1164.The geoid height was determined by GEOID03.
 CU1164
 CU1164;                    North         East     Units Scale Factor Converg.
 CU1164;SPC TXNC     - 2,122,270.604   274,419.845   MT  0.99988920   -1 53 40.9
 CU1164;SPC TXNC     - 6,962,816.14    900,325.77   sFT  0.99988920   -1 53 40.9
 CU1164;UTM  14      - 3,624,242.109   221,256.767   MT  1.00055818   -1 36 31.0
 CU1164;UTM  13      - 3,624,380.218   783,618.402   MT  1.00059200   +1 38 12.4
 CU1164
 CU1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1164!SPC TXNC     -   0.99986115  x   0.99988920  =   0.99975037
 CU1164!UTM  14      -   0.99986115  x   1.00055818  =   1.00041926
 CU1164!UTM  13      -   0.99986115  x   1.00059200  =   1.00045307
 CU1164
 CU1164:                Primary Azimuth Mark                     Grid Az
 CU1164:SPC TXNC     -  MESA AZ MK                               072 17 28.2
 CU1164:UTM  14      -  MESA AZ MK                               072 00 18.3
 CU1164:UTM  13      -  MESA AZ MK                               068 45 34.9
 CU1164
 CU1164|---------------------------------------------------------------------|
 CU1164| PID    Reference Object                     Distance      Geod. Az  |
 CU1164|                                                           dddmmss.s |
 CU1164| CH9015 MESA AZ MK                                         0702347.3 |
 CU1164| CU1162 LAMESA CABLE TV MAST                APPROX. 1.1 KM 1060323.7 |
 CU1164| CH9016 MESA RM 1                            20.517 METERS 14513     |
 CU1164| CU1163 LAMESA W MUNICIPAL TANK              24.005 METERS 16635     |
 CU1164| CH9017 MESA RM 2                            19.757 METERS 24553     |
 CU1164|---------------------------------------------------------------------|
 CU1164
 CU1164                          SUPERSEDED SURVEY CONTROL
 CU1164
 CU1164  NAD 83(1986)-  32 43 14.69531(N)    101 58 26.40239(W) AD(       ) 1
 CU1164  NAD 27      -  32 43 14.33608(N)    101 58 24.81799(W) AD(       ) 1
 CU1164  NGVD 29 (07/19/86)  908.2    (m)         2980.     (f) VERT ANG       
 CU1164
 CU1164.Superseded values are not recommended for survey control.
 CU1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1164.See file dsdata.txt to determine how the superseded data were derived.
 CU1164
 CU1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2125724242(NAD 83)
 CU1164_MARKER: DS = TRIANGULATION STATION DISK
 CU1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1164
 CU1164  HISTORY     - Date     Condition        Report By
 CU1164  HISTORY     - 1975     MONUMENTED       NGS
 CU1164
 CU1164                          STATION DESCRIPTION
 CU1164
 CU1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CU1164'THE STATION IS ABOUT 0.9 MILE SOUTH OF U.S. HIGHWAY 180, AT THE
 CU1164'INTERSECTION OF AVENUE V AND 8TH STREET, ON CITY PROPERTY IN
 CU1164'THE SOUTHWEST PORTION OF LAMESA.
 CU1164'
 CU1164'STATION MARK IS A STANDARD DISK, STAMPED MESA 1975, SET
 CU1164'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CU1164'FLUSH WITH THE GROUND.  IT IS 78.74 FEET NORTH-NORTHWEST OF
 CU1164'A DOWNSPOUT, 87.0 FEET SOUTHEAST OF A POWER LINE POLE AND 89.0
 CU1164'FEET WEST OF THE CENTER OF AVENUE U.  THE UNDERGROUND MARK IS
 CU1164'STAMPED THE SAME AND IS ABOUT 40 INCHES BELOW THE GROUND.
 CU1164'
 CU1164'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MESA NO 1 1975,
 CU1164'CEMENTED IN A DRILL HOLE IN A CONCRETE WATER TANK LEG
 CU1164'FOUNDATION.  IT IS 29.0 FEET NORTHEAST OF THE DOWNSPOUT, 66.0
 CU1164'FEET WEST OF THE CENTER OF AVENUE U AND IS ABOUT THE SAME
 CU1164'ELEVATION AS THE STATION.
 CU1164'
 CU1164'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MESA NO 2 1975,
 CU1164'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CU1164'THAT IS FLUSH WITH THE GROUND.  IT IS 90 FEET NORTHWEST OF THE
 CU1164'DOWNSPOUT AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CU1164'
 CU1164'AZIMUTH MARK IS A STANDARD DISK, STAMPED MESA AZ 1975,
 CU1164'CEMENTED IN A DRILL HOLE IN THE SIDE WALK ALONG SKYLINE DRIVE.  IT
 CU1164'IS 6.5 FEET EAST OF A CURB, 9.2 FEET NORTH OF THE NORTH EDGE OF A
 CU1164'DRIVEWAY AND 29.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 CU1164'OF A GARAGE.  (TO REACH THE AZIMUTH MARK FROM THE STATION
 CU1164'GO NORTH ON AVENUE U FOR 0.2 MILE TO 6TH STREET, TURN RIGHT AND
 CU1164'GO 0.25 MILE TO SKYLINE DRIVE, TURN RIGHT AND GO SOUTH ON SKYLINE
 CU1164'DRIVE FOR 0.2 MILE TO THE MARK ON THE LEFT.)
 CU1164'
 CU1164'BENCH MARK W 145 IS A STANDARD U.S. COAST AND GEODETIC
 CU1164'SURVEY BENCH MARK DISK, STAMPED W 145 1939, CEMENTED IN A DRILL
 CU1164'HOLE IN THE HEADWALL OF A CONCRETE CULVERT.  IT IS 41.0 FEET
 CU1164'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 180 AND 5.5 FEET EAST
 CU1164'OF THE WEST END OF THE CULVERT.  (TO REACH THE BENCH MARK
 CU1164'FROM THE STATION, GO NORTH ON AVENUE V FOR 0.9 MILE TO THE
 CU1164'JUNCTION WITH U.S. HIGHWAY 180.  TURN LEFT AND GO WEST ON
 CU1164'U.S. HIGHWAY 180 FOR 1.0 MILE TO THE MARK ON THE RIGHT.)
 CU1164'
 CU1164'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1895 ***********************************************************************
 FL1895  DESIGNATION -  MESA
 FL1895  PID         -  FL1895
 FL1895  STATE/COUNTY-  TX/HEMPHILL
 FL1895  USGS QUAD   -  DADS CREEK (1967)
 FL1895
 FL1895                         *CURRENT SURVEY CONTROL
 FL1895  ___________________________________________________________________
 FL1895* NAD 83(1993)-  35 39 10.07933(N)    100 19 17.64466(W)     ADJUSTED  
 FL1895* NAVD 88     -       862.     (meters)    2828.     (feet)  SCALED    
 FL1895  ___________________________________________________________________
 FL1895  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 FL1895  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FL1895
 FL1895  HORZ ORDER  -  FIRST
 FL1895
 FL1895.The horizontal coordinates were established by classical geodetic methods
 FL1895.and adjusted by the National Geodetic Survey in February 1996..
 FL1895
 FL1895.The orthometric height was scaled from a topographic map.
 FL1895
 FL1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1895
 FL1895.The geoid height was determined by GEOID03.
 FL1895
 FL1895;                    North         East     Units Scale Factor Converg.
 FL1895;SPC TX N     - 1,183,992.948   306,704.415   MT  0.99991925   +0 40 58.6
 FL1895;SPC TX N     - 3,884,483.53  1,006,246.07   sFT  0.99991925   +0 40 58.6
 FL1895;UTM  14      - 3,946,244.272   380,366.886   MT  0.99977636   -0 46 13.4
 FL1895
 FL1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1895!SPC TX N     -   0.99986899  x   0.99991925  =   0.99978825
 FL1895!UTM  14      -   0.99986899  x   0.99977636  =   0.99964538
 FL1895
 FL1895|---------------------------------------------------------------------|
 FL1895| PID    Reference Object                     Distance      Geod. Az  |
 FL1895|                                                           dddmmss.s |
 FL1895| CK9418 MESA RM 1                             8.155 METERS 03235     |
 FL1895| CK9417 MESA AZ MK                                         1765735.5 |
 FL1895| CK9419 MESA RM 2                             8.245 METERS 24129     |
 FL1895|---------------------------------------------------------------------|
 FL1895
 FL1895                          SUPERSEDED SURVEY CONTROL
 FL1895
 FL1895  NAD 83(1993)-  35 39 10.07972(N)    100 19 17.64421(W) AD(       ) 1
 FL1895  NAD 83(1986)-  35 39 10.08394(N)    100 19 17.63348(W) AD(       ) 1
 FL1895  NAD 27      -  35 39 09.92400(N)    100 19 16.17800(W) AD(       ) 1
 FL1895
 FL1895.Superseded values are not recommended for survey control.
 FL1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1895.See file dsdata.txt to determine how the superseded data were derived.
 FL1895
 FL1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8036746244(NAD 83)
 FL1895_MARKER: DS = TRIANGULATION STATION DISK
 FL1895_SETTING: 0 = UNSPECIFIED SETTING
 FL1895
 FL1895  HISTORY     - Date     Condition        Report By
 FL1895  HISTORY     - 1951     MONUMENTED       CGS
 FL1895  HISTORY     - 1952     GOOD             CGS
 FL1895
 FL1895                          STATION DESCRIPTION
 FL1895
 FL1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1895'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT FLAT-TOPPED
 FL1895'RIDGE THAT IS 14 MILES NORTHWEST OF WHEELER.  THE MARK, STAMPED
 FL1895'MESA 1950, IS A BRONZE DISK BRAZED TO THE TOP OF A 2-INCH PIPE
 FL1895'THAT IS SET IN CONCRETE AND PROJECTS 4 INCHES.  IT IS 6
 FL1895'FEET SOUTHEAST OF A WITNESS POST AND AT THE SOUTH END OF THE
 FL1895'RIDGE.
 FL1895'
 FL1895'REFERENCE MARK NO. 1, STAMPED MESA NO 1 1950, IS A BRONZE
 FL1895'DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT IS SET IN
 FL1895'CONCRETE AND PROJECTS 4 INCHES.
 FL1895'
 FL1895'REFERENCE MARK NO. 2, STAMPED MESA NO 2 1950, IS A BRONZE
 FL1895'DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT IS SET
 FL1895'IN CONCRETE AND PROJECTS 10 INCHES.
 FL1895'
 FL1895'THE AZIMUTH MARK, STAMPED MESA 1950, IS A BRONZE DISK SET IN
 FL1895'CONCRETE THAT IS FLUSH WITH THE GROUND.  IT IS 2.5 FEET WEST
 FL1895'OF A WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 FL1895'
 FL1895'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER.  GO NORTH
 FL1895'ON U.S. HIGHWAY 83 FOR 13.4 MILES TO CROSSROADS TO HEMPHILL-WHEELER
 FL1895'COUNTY LINE.  CONTINUE NORTH ON THE HIGHWAY FOR 1.2 MILES
 FL1895'TO CROSSROADS, TURN RIGHT, EAST, ON DIRT ROAD AND GO 2.4
 FL1895'MILES.  TURN LEFT, NORTH, AND GO 1.0 MILE TO A TRACK ROAD
 FL1895'WEST TOWARDS FARM HOUSE.  FOLLOW THE TRACK ROAD TO THE FARM
 FL1895'HOUSE AND A WIRE GATE JUST WEST OF THE FARM HOUSE.  PASS THRU
 FL1895'GATE AND FOLLOW FARM LANE WEST FOR 0.6 MILE TO A WASH AND THE
 FL1895'END OF THE LANE (THE AZIMUTH MARK IS ON SOUTHWEST EDGE OF THE
 FL1895'WASH AT THIS POINT).  FOLLOW TRACK ROAD UP THE WATER COURSE
 FL1895'AND AROUND TO THE NORTH SIDE OF THE MESA.  FROM THE NORTH
 FL1895'END GO SOUTHERLY TO THE SOUTH END OF THE MESA AND STATION
 FL1895'AS DESCRIBED.
 FL1895
 FL1895                          STATION RECOVERY (1952)
 FL1895
 FL1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1895'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO
 FL1895'BE IN GOOD CONDITION.
 FL1895'
 FL1895'THE PREVIOUS DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1010 ***********************************************************************
 DO1010  DESIGNATION -  MESA
 DO1010  PID         -  DO1010
 DO1010  STATE/COUNTY-  TX/THROCKMORTON
 DO1010  USGS QUAD   -  WOODSON (1981)
 DO1010
 DO1010                         *CURRENT SURVEY CONTROL
 DO1010  ___________________________________________________________________
 DO1010* NAD 83(1993)-  33 06 04.94551(N)    099 06 38.65265(W)     ADJUSTED  
 DO1010* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 DO1010  ___________________________________________________________________
 DO1010  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DO1010  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DO1010
 DO1010  HORZ ORDER  -  THIRD
 DO1010
 DO1010.The horizontal coordinates were established by classical geodetic methods
 DO1010.and adjusted by the National Geodetic Survey in February 1996..
 DO1010
 DO1010.The orthometric height was scaled from a topographic map.
 DO1010
 DO1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1010
 DO1010.The geoid height was determined by GEOID03.
 DO1010
 DO1010;                    North         East     Units Scale Factor Converg.
 DO1010;SPC TXNC     - 2,159,260.056   542,997.599   MT  0.99987300   -0 19 59.1
 DO1010;SPC TXNC     - 7,084,172.37  1,781,484.62   sFT  0.99987300   -0 19 59.1
 DO1010;UTM  14      - 3,662,530.792   489,667.269   MT  0.99960132   -0 03 37.7
 DO1010
 DO1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1010!SPC TXNC     -   0.99994239  x   0.99987300  =   0.99981540
 DO1010!UTM  14      -   0.99994239  x   0.99960132  =   0.99954373
 DO1010
 DO1010                          SUPERSEDED SURVEY CONTROL
 DO1010
 DO1010  NAD 83(1993)-  33 06 04.94942(N)    099 06 38.64980(W) AD(       ) 3
 DO1010  NAD 83(1986)-  33 06 04.95293(N)    099 06 38.64292(W) AD(       ) 3
 DO1010
 DO1010.Superseded values are not recommended for survey control.
 DO1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1010.See file dsdata.txt to determine how the superseded data were derived.
 DO1010
 DO1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB8966762531(NAD 83)
 DO1010_MARKER: DD = SURVEY DISK
 DO1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1010+STABILITY: SURFACE MOTION
 DO1010
 DO1010  HISTORY     - Date     Condition        Report By
 DO1010  HISTORY     - 1965     MONUMENTED       USGS
 DO1010
 DO1010                          STATION DESCRIPTION
 DO1010
 DO1010'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO1010'STOP LIGHT IN THROCKMORTON, TEXAS, GO S. ON U.S. HIGHWAY 183-283 FOR
 DO1010'4.0 MI. TO JUNCTION WITH FARM ROAD 923, GO E. AND S. FOR 3.6 MI. TO
 DO1010'CEMETERY AND GRAVEL RD. E., GO E. ON GRAVEL RD. FOR 2.0 MI. TO
 DO1010'CATTLEGUARD AND TRACK RD. N., FOLLOW TRACK RD. FOR 0.3 MI. TO DOUBLE
 DO1010'POLE (WOODEN) POWERLINE, FOLLOW POWERLINE W. FOR ABOUT 0.2 MI. TO
 DO1010'SADDLE, STATION IS ON TOP OF SMALL TOP JUST N. OF POWERLINE.
 DO1010'
 DO1010'STATION MARK--STANDARD TABLET SET IN CONCRETE POST, PROJECTING 0.3
 DO1010'FT., STAMPED---MESA ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9961 ***********************************************************************
 AG9961  DESIGNATION -  MESA
 AG9961  PID         -  AG9961
 AG9961  STATE/COUNTY-  TX/TRAVIS
 AG9961  USGS QUAD   -  BEE CAVE (1986)
 AG9961
 AG9961                         *CURRENT SURVEY CONTROL
 AG9961  ___________________________________________________________________
 AG9961* NAD 83(1993)-  30 16 33.97519(N)    097 53 42.73818(W)     ADJUSTED  
 AG9961* NAVD 88     -       298.7    (meters)     980.     (feet)  VERTCON   
 AG9961  ___________________________________________________________________
 AG9961  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 AG9961  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AG9961
 AG9961  HORZ ORDER  -  THIRD
 AG9961
 AG9961.The horizontal coordinates were established by classical geodetic methods
 AG9961.and adjusted by the National Geodetic Survey in July 1998..
 AG9961
 AG9961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9961
 AG9961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9961
 AG9961.The geoid height was determined by GEOID03.
 AG9961
 AG9961;                    North         East     Units Scale Factor Converg.
 AG9961;SPC TX C     - 3,070,131.130   934,564.119   MT  0.99996126   +1 15 20.8
 AG9961;SPC TX C     -10,072,588.55  3,066,149.11   sFT  0.99996126   +1 15 20.8
 AG9961;UTM  14      - 3,349,897.134   606,261.975   MT  0.99973930   +0 33 25.4
 AG9961
 AG9961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9961!SPC TX C     -   0.99995709  x   0.99996126  =   0.99991835
 AG9961!UTM  14      -   0.99995709  x   0.99973930  =   0.99969640
 AG9961
 AG9961                          SUPERSEDED SURVEY CONTROL
 AG9961
 AG9961  NGVD 29 (07/28/98)  298.6    (m)          980.     (f) VERT ANG       
 AG9961
 AG9961.Superseded values are not recommended for survey control.
 AG9961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9961.See file dsdata.txt to determine how the superseded data were derived.
 AG9961
 AG9961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0626249897(NAD 83)
 AG9961_MARKER: DS = TRIANGULATION STATION DISK
 AG9961
 AG9961  HISTORY     - Date     Condition        Report By
 AG9961  HISTORY     - 1952     MONUMENTED       USGS
 AG9961
 AG9961                          STATION DESCRIPTION
 AG9961
 AG9961'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AG9961'STATION LOCATED ABOUT 3.5 MI. (AIRLINE) NW. OF THE OAK HILL DISTRICT
 AG9961'SCHOOL NO. 45 AND .75 MI. S. OF THE CIRCLE X RANCH NEAR THE CENTER OF
 AG9961'A PROMINENT MESA.
 AG9961'TO REACH FROM OAK HILL DISTRICT SCHOOL NO. 45, DRIVE W. ON U.S.
 AG9961'HIGHWAY 290 0.9 MI. TO THE JUNCTION WITH STATE HIGHWAY 71 NEAR THE
 AG9961'COMMUNITY OF OAK HILL.  TAKE THE RIGHT FORK, HIGHWAY 71 AND GO 1.15
 AG9961'MI. TO A BRIDGE.  CONTINUE STRAIGHT AHEAD 1.8 MI. TO A T-RD. JUNCTION
 AG9961'ON THE RIGHT.  TURN RIGHT (E.) AND DRIVE 0.2 MI. TO JUNCTION.  TURN
 AG9961'LEFT AND GO 0.1 MI. ON BLACKTOP TO RD. FORK.  TAKE RIGHT FORK FOR 0.6
 AG9961'MI. AND THEN LEFT FORK OF RD. FOR 0.2 MI. TO A CATTLEGUARD.  THEN
 AG9961'CONTINUE STRAIGHT AHEAD 0.35 MI. TO RD. LEADING RIGHT TO WINDMILL AND
 AG9961'CATTLE TANK.  DRIVE 0.1 MI. TO WINDMILL AND PACK N. 300 YDS. TO TOP OF
 AG9961'MESA AND STATION SITE.
 AG9961'RECOVERED IN GOOD CONDITION BY USGS IN 1957.
 AG9961'STATION MARK--USGS STANDARD TABLET STAMPED---MESA 1952 980---,
 AG9961'CEMENTED IN SOLID ROCK FLUSH WITH THE GROUND.
 AG9961'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER IN A BLAZED 7-IN. TREE,
 AG9961'80.10 FT. FROM THE STATION MARK IN TRUE DIRECTION 65 DEGREES 33
 AG9961'MINUTES.
 AG9961'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER IN BLAZED 8-IN. TREE,
 AG9961'64.40 FT. FROM STATION MARK IN TRUE DIRECTION 114 DEGREES 59 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0469 ***********************************************************************
 BO0469  DESIGNATION -  MESA ET
 BO0469  PID         -  BO0469
 BO0469  STATE/COUNTY-  TX/EDWARDS
 BO0469  USGS QUAD   -  FOUR MILLS (1973)
 BO0469
 BO0469                         *CURRENT SURVEY CONTROL
 BO0469  ___________________________________________________________________
 BO0469* NAD 83(1993)-  30 06 14.03939(N)    100 40 21.48257(W)     ADJUSTED  
 BO0469* NAVD 88     -       687.4    (meters)    2255.     (feet)  VERTCON   
 BO0469  ___________________________________________________________________
 BO0469  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 BO0469  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BO0469
 BO0469  HORZ ORDER  -  SECOND
 BO0469
 BO0469.The horizontal coordinates were established by classical geodetic methods
 BO0469.and adjusted by the National Geodetic Survey in February 1996..
 BO0469
 BO0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0469
 BO0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0469
 BO0469.The geoid height was determined by GEOID03.
 BO0469
 BO0469;                    North         East     Units Scale Factor Converg.
 BO0469;SPC TXSC     - 4,252,798.787   438,795.201   MT  0.99995309   -0 49 10.0
 BO0469;SPC TXSC     -13,952,724.02  1,439,613.92   sFT  0.99995309   -0 49 10.0
 BO0469;UTM  14      - 3,331,478.510   338,835.172   MT  0.99992046   -0 50 20.8
 BO0469
 BO0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0469!SPC TXSC     -   0.99989559  x   0.99995309  =   0.99984869
 BO0469!UTM  14      -   0.99989559  x   0.99992046  =   0.99981606
 BO0469
 BO0469|---------------------------------------------------------------------|
 BO0469| PID    Reference Object                     Distance      Geod. Az  |
 BO0469|                                                           dddmmss.s |
 BO0469| CV4799 MESA ET RM 1                         33.515 METERS 22536     |
 BO0469| CV4800 MESA ET RM 2                         33.589 METERS 32459     |
 BO0469| BO0471 VAL ET                              APPROX. 8.8 KM 3505702.9 |
 BO0469|---------------------------------------------------------------------|
 BO0469
 BO0469                          SUPERSEDED SURVEY CONTROL
 BO0469
 BO0469  NAD 83(1986)-  30 06 14.03497(N)    100 40 21.47088(W) AD(       ) 2
 BO0469  NAD 27      -  30 06 13.31306(N)    100 40 20.12307(W) AD(       ) 2
 BO0469  NGVD 29 (07/19/86)  687.3    (m)         2255.     (f) VERT ANG       
 BO0469
 BO0469.Superseded values are not recommended for survey control.
 BO0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0469.See file dsdata.txt to determine how the superseded data were derived.
 BO0469
 BO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3883531479(NAD 83)
 BO0469_MARKER: DD = SURVEY DISK
 BO0469_SETTING: 66 = SET IN ROCK OUTCROP
 BO0469_SP_SET: PARTIALLY EXPOSED BEDROCK
 BO0469
 BO0469  HISTORY     - Date     Condition        Report By
 BO0469  HISTORY     - 1971     MONUMENTED       USGS
 BO0469
 BO0469                          STATION DESCRIPTION
 BO0469
 BO0469'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0469'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH.
 BO0469'
 BO0469'THE STATION IS LOCATED SOUTH 3 DEGREES WEST, 32 MILES AIRLINE
 BO0469'DISTANCE FROM SONORA, TEXAS, ON HIGH POINT OF A BROAD, FLAT
 BO0469'TOP.  1.5 MILES EAST OF U.S. HIGHWAY 277 ON LAND OWNED BY
 BO0469'F. H. WHITEHEAD JR.
 BO0469'
 BO0469'TO REACH FROM SONORA, TEXAS, GO 22 MILES SOUTH ON U.S. HIGHWAY
 BO0469'277 TO STATE HIGHWAY 55 LEFT, CONTINUE 13.2 MILES SOUTH ON
 BO0469'U.S. HIGHWAY 277 TO ENTRANCE OF WHITEHEAD RANCH RIGHT, AND A
 BO0469'LOCKED GATE LEFT (EAST), PASS THRU GATE AND GO 0.2 MILES EAST
 BO0469'TO ROAD FORKS, TAKE LEFT FORK AND GO 1.6 MILES EAST ON BLADED
 BO0469'ROAD TO ROAD FORKS IN SADDLE, TAKE LEFT FORK AND GO 0.8 MILES
 BO0469'NORTHEAST ON BLADED ROAD TO TOP, LEAVE ROAD AND GO 0.2 MILES
 BO0469'WEST TO STATION SITE.  14 FEET NORTHEAST OF A USGS WITNESS SIGN
 BO0469'MOUNTED ON A METAL POST.
 BO0469'
 BO0469'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET IN
 BO0469'BEDROCK.
 BO0469'
 BO0469'STATION MARK--TABLET PROJECTING 0.4 FEET ABOVE GROUND, AND
 BO0469'STAMPED MESA ET 1971.
 BO0469'
 BO0469'REFERENCE MARK NO. 1--TABLET PROJECTING 0.6 FEET ABOVE GROUND,
 BO0469'AND STAMPED MESA ET 1971-NO. 1.
 BO0469'
 BO0469'REFERENCE MARK NO. 2--TABLET PROJECTING 0.7 FEET ABOVE GROUND,
 BO0469'AND STAMPED MESA ET 1971-NO. 2.
 BO0469'
 BO0469'STATION VAL ET 1971, IS VISIBLE FROM THE GROUND, AT THIS STATION,
 BO0469'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE
 BO0469'FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9239 ***********************************************************************
 AF9239  DESIGNATION -  MESA POINT
 AF9239  PID         -  AF9239
 AF9239  STATE/COUNTY-  TX/STONEWALL
 AF9239  USGS QUAD   -  KIOWA PEAK (1981)
 AF9239
 AF9239                         *CURRENT SURVEY CONTROL
 AF9239  ___________________________________________________________________
 AF9239* NAD 83(1993)-  33 17 34.76308(N)    100 03 50.44855(W)     ADJUSTED  
 AF9239* NAVD 88     -       574.2    (meters)    1884.     (feet)  VERTCON   
 AF9239  ___________________________________________________________________
 AF9239  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AF9239  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AF9239
 AF9239  HORZ ORDER  -  THIRD
 AF9239
 AF9239.The horizontal coordinates were established by classical geodetic methods
 AF9239.and adjusted by the National Geodetic Survey in July 1998..
 AF9239
 AF9239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9239
 AF9239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9239
 AF9239.The geoid height was determined by GEOID03.
 AF9239
 AF9239;                    North         East     Units Scale Factor Converg.
 AF9239;SPC TXNC     - 2,181,427.726   454,345.562   MT  0.99988146   -0 51 10.8
 AF9239;SPC TXNC     - 7,156,900.80  1,490,632.06   sFT  0.99988146   -0 51 10.8
 AF9239;UTM  14      - 3,684,273.553   400,931.831   MT  0.99972100   -0 35 02.8
 AF9239
 AF9239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9239!SPC TXNC     -   0.99991430  x   0.99988146  =   0.99979577
 AF9239!UTM  14      -   0.99991430  x   0.99972100  =   0.99963532
 AF9239
 AF9239                          SUPERSEDED SURVEY CONTROL
 AF9239
 AF9239  NGVD 29 (07/17/98)  574.0    (m)         1883.     (f) VERT ANG       
 AF9239
 AF9239.Superseded values are not recommended for survey control.
 AF9239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9239.See file dsdata.txt to determine how the superseded data were derived.
 AF9239
 AF9239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0093284274(NAD 83)
 AF9239_MARKER: DS = TRIANGULATION STATION DISK
 AF9239
 AF9239  HISTORY     - Date     Condition        Report By
 AF9239  HISTORY     - 1925     MONUMENTED       USGS
 AF9239
 AF9239                          STATION DESCRIPTION
 AF9239
 AF9239'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 AF9239'LOCATED 12.3 MI. NW. OF RULE AND 11.1 MI. N. OF OLD GLORY, ON THE W.
 AF9239'SIDE OF DOUBLE MOUNTAIN FORK AND N. SIDE OF SALT FORK OF BRAZOS RIVER.
 AF9239'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 83, 380, AND FARM ROAD
 AF9239'1263 AT THE N. EDGE OF ASPERMONT, GO E. AND N. ON FARM ROAD 1263 4.6
 AF9239'MI. TO A T-RD. E., THENCE E. ON T-RD. 1.9 MI. TO T-RD., CONTINUE
 AF9239'STRAIGHT AHEAD E. 3.2 MI. TO BRIDGE OVER THE SALT FORK OF THE BRAZOS
 AF9239'RIVER, CONTINUE ON 0.9 MI. TO RD. FORK, THENCE RIGHT (E.) 0.8 MI. TO
 AF9239'CROSSROADS, CONTINUE E. 2.7 MI. TO RD. FORK, THENCE LEFT 2.9 MI. TO
 AF9239'RD. FORK, THENCE RIGHT 1.6 MI. TO RD. FORK, THENCE LEFT (NNW.) 1.3 MI.
 AF9239'TO POINT ON RD. NEAREST THE HIGHEST POINT ON MESA TO THE WSW., THEN
 AF9239'PACK FOR 1 MI. TO A PROMINENT HIGH POINT OF MESA.
 AF9239'RECOVERED BY USGS IN 1966.
 AF9239'STATION MARK--STANDARD TABLET STAMPED---MESA POINT 1925---, SET IN
 AF9239'SOLID ROCK.
 AF9239'REFERENCE MARK NO. 1--A CROSS CUT ON TILTED ROCK OF RIM OF MESA, 64.70
 AF9239'FT.FROM STATION IN DIRECTION 153 DEGREES 20 MINUTES 42 SECONDS.
 AF9239'REFERENCE MARK NO. 2--A CROSS AND ARROW CUT ON OUTCROPPING ROCK NEAR
 AF9239'RIM OF MESA, 34.60 FT.FROM STATION IN DIRECTION 277 DEGREES 48 MINUTES
 AF9239'42 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0470 ***********************************************************************
 CA0470  DESIGNATION -  MESA RM 1
 CA0470  PID         -  CA0470
 CA0470  STATE/COUNTY-  TX/BROWN
 CA0470  USGS QUAD   -  BYRDS (1987)
 CA0470
 CA0470                         *CURRENT SURVEY CONTROL
 CA0470  ___________________________________________________________________
 CA0470* NAD 83(1986)-  31 55 10.     (N)    099 07 19.     (W)     SCALED    
 CA0470* NAVD 88     -       512.409  (meters)    1681.13   (feet)  ADJUSTED  
 CA0470  ___________________________________________________________________
 CA0470  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CA0470  DYNAMIC HT  -         511.744 (meters)    1678.95  (feet)  COMP
 CA0470  MODELED GRAV-     979,325.5   (mgal)                       NAVD 88
 CA0470
 CA0470  VERT ORDER  -  SECOND    CLASS 0
 CA0470
 CA0470.The horizontal coordinates were scaled from a topographic map and have
 CA0470.an estimated accuracy of +/- 6 seconds.
 CA0470
 CA0470.The orthometric height was determined by differential leveling
 CA0470.and adjusted by the National Geodetic Survey in June 1991..
 CA0470
 CA0470.The geoid height was determined by GEOID03.
 CA0470
 CA0470.The dynamic height is computed by dividing the NAVD 88
 CA0470.geopotential number by the normal gravity value computed on the
 CA0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0470.degrees latitude (g = 980.6199 gals.).
 CA0470
 CA0470.The modeled gravity was interpolated from observed gravity values.
 CA0470
 CA0470;                    North         East    Units  Estimated Accuracy
 CA0470;SPC TX C     - 3,250,370.      814,570.      MT  (+/- 180 meters Scaled)
 CA0470
 CA0470                          SUPERSEDED SURVEY CONTROL
 CA0470
 CA0470  NGVD 29 (??/??/92)  512.299  (m)         1680.77   (f) ADJ UNCH    2 0
 CA0470
 CA0470.Superseded values are not recommended for survey control.
 CA0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0470.See file dsdata.txt to determine how the superseded data were derived.
 CA0470
 CA0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA884315(NAD 83)
 CA0470_MARKER: DR = REFERENCE MARK DISK
 CA0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0470_STAMPING: MESA NO. 1 1944
 CA0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0470+STABILITY: SURFACE MOTION
 CA0470
 CA0470  HISTORY     - Date     Condition        Report By
 CA0470  HISTORY     - 1944     MONUMENTED       CGS
 CA0470
 CA0470                          STATION DESCRIPTION
 CA0470
 CA0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0470'4.6 MI NE FROM GROSVENOR.
 CA0470'1.9 MILES EAST ALONG A GRAVEL SURFACED ROAD FROM THE GRAMMAR SCHOOL AT
 CA0470'GROSVENOR, THENCE 2.7 MILES NORTH ALONG A DIRT HIGHWAY (PROPOSED STATE
 CA0470'HIGHWAY), ABOUT 157 YARDS EAST OF THE HIGHWAY, ON TOP OF A PROMINENT
 CA0470'FLAT TOP MESA WHICH IS COVERED WITH SCRUB OAK AND UNDERBRUSH, ABOUT 50
 CA0470'YARDS NORTH OF THE SOUTH EDGE OF THE MESA, IN THE SOUTH EDGE OF A
 CA0470'SMALL CLEARING, AND 55.3 FEET WEST OF THE STATION. A REFERENCE-MARK
 CA0470'DISK, SET IN THE TOP OF A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0472 ***********************************************************************
 CA0472  DESIGNATION -  MESA RM 2
 CA0472  PID         -  CA0472
 CA0472  STATE/COUNTY-  TX/BROWN
 CA0472  USGS QUAD   -  BYRDS (1987)
 CA0472
 CA0472                         *CURRENT SURVEY CONTROL
 CA0472  ___________________________________________________________________
 CA0472* NAD 83(1986)-  31 55 11.     (N)    099 07 19.     (W)     SCALED    
 CA0472* NAVD 88     -       512.669  (meters)    1681.98   (feet)  ADJUSTED  
 CA0472  ___________________________________________________________________
 CA0472  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CA0472  DYNAMIC HT  -         512.004 (meters)    1679.80  (feet)  COMP
 CA0472  MODELED GRAV-     979,325.5   (mgal)                       NAVD 88
 CA0472
 CA0472  VERT ORDER  -  SECOND    CLASS 0
 CA0472
 CA0472.The horizontal coordinates were scaled from a topographic map and have
 CA0472.an estimated accuracy of +/- 6 seconds.
 CA0472
 CA0472.The orthometric height was determined by differential leveling
 CA0472.and adjusted by the National Geodetic Survey in June 1991..
 CA0472
 CA0472.The geoid height was determined by GEOID03.
 CA0472
 CA0472.The dynamic height is computed by dividing the NAVD 88
 CA0472.geopotential number by the normal gravity value computed on the
 CA0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0472.degrees latitude (g = 980.6199 gals.).
 CA0472
 CA0472.The modeled gravity was interpolated from observed gravity values.
 CA0472
 CA0472;                    North         East    Units  Estimated Accuracy
 CA0472;SPC TX C     - 3,250,400.      814,570.      MT  (+/- 180 meters Scaled)
 CA0472
 CA0472                          SUPERSEDED SURVEY CONTROL
 CA0472
 CA0472  NGVD 29 (??/??/92)  512.560  (m)         1681.62   (f) ADJ UNCH    2 0
 CA0472
 CA0472.Superseded values are not recommended for survey control.
 CA0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0472.See file dsdata.txt to determine how the superseded data were derived.
 CA0472
 CA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA884315(NAD 83)
 CA0472_MARKER: DB = BENCH MARK DISK
 CA0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0472_STAMPING: MESA NO. 2 1944
 CA0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0472+STABILITY: SURFACE MOTION
 CA0472
 CA0472  HISTORY     - Date     Condition        Report By
 CA0472  HISTORY     - 1944     MONUMENTED       CGS
 CA0472
 CA0472                          STATION DESCRIPTION
 CA0472
 CA0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0472'4.6 MI NE FROM GROSVENOR.
 CA0472'1.9 MILES EAST ALONG A GRAVEL SURFACED ROAD FROM THE GRAMMAR SCHOOL AT
 CA0472'GROSVENOR, THENCE 2.7 MILES NORTH ALONG A DIRT HIGHWAY (PROPOSED STATE
 CA0472'HIGHWAY), ABOUT 175 YARDS EAST OF THE HIGHWAY, ON TOP OF A PROMINENT
 CA0472'FLAT TOP MESA WHICH IS COVERED WITH SCRUB OAK AND UNDERBRUSH, ABOUT 70
 CA0472'YARDS NORTH OF THE SOUTH EDGE OF THE MESA, IN THE NORTH EDGE OF A
 CA0472'SMALL CLEARING, AND 67.7 FEET NORTH OF THE STATION. A DISK, SET IN THE
 CA0472'TOP OF A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1536 ***********************************************************************
 AB1536  DESIGNATION -  MESENA 1879
 AB1536  PID         -  AB1536
 AB1536  STATE/COUNTY-  TX/CAMERON
 AB1536  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1536
 AB1536                         *CURRENT SURVEY CONTROL
 AB1536  ___________________________________________________________________
 AB1536* NAD 83(1993)-  26 05 08.87728(N)    097 17 02.05886(W)     ADJUSTED  
 AB1536* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AB1536  ___________________________________________________________________
 AB1536  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 AB1536  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 AB1536
 AB1536  HORZ ORDER  -  THIRD
 AB1536
 AB1536.The horizontal coordinates were established by classical geodetic methods
 AB1536.and adjusted by the National Geodetic Survey in February 1996..
 AB1536
 AB1536.The orthometric height was scaled from a topographic map.
 AB1536
 AB1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1536
 AB1536.The geoid height was determined by GEOID03.
 AB1536
 AB1536;                    North         East     Units Scale Factor Converg.
 AB1536;SPC TX S     - 5,047,024.352   421,664.764   MT  1.00002135   +0 33 07.6
 AB1536;SPC TX S     -16,558,445.73  1,383,411.81   sFT  1.00002135   +0 33 07.6
 AB1536;UTM  14      - 2,886,316.065   671,633.662   MT  0.99996373   +0 45 17.2
 AB1536
 AB1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1536!SPC TX S     -   1.00000183  x   1.00002135  =   1.00002318
 AB1536!UTM  14      -   1.00000183  x   0.99996373  =   0.99996556
 AB1536
 AB1536:                Primary Azimuth Mark                     Grid Az
 AB1536:SPC TX S     -  CAMERON                                  350 57 15.8
 AB1536:UTM  14      -  CAMERON                                  350 45 06.2
 AB1536
 AB1536|---------------------------------------------------------------------|
 AB1536| PID    Reference Object                     Distance      Geod. Az  |
 AB1536|                                                           dddmmss.s |
 AB1536| AB1527 CAMERON                             APPROX. 7.9 KM 3513023.4 |
 AB1536|---------------------------------------------------------------------|
 AB1536
 AB1536                          SUPERSEDED SURVEY CONTROL
 AB1536
 AB1536  NAD 83(1986)-  26 05 08.89140(N)    097 17 02.01282(W) AD(       ) 3
 AB1536  NAD 27      -  26 05 07.60900(N)    097 17 01.09200(W) AD(       ) 3
 AB1536
 AB1536.Superseded values are not recommended for survey control.
 AB1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1536.See file dsdata.txt to determine how the superseded data were derived.
 AB1536
 AB1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7163486316(NAD 83)
 AB1536_MARKER: Z = SEE DESCRIPTION
 AB1536_SETTING: 0 = UNSPECIFIED SETTING
 AB1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1536
 AB1536  HISTORY     - Date     Condition        Report By
 AB1536  HISTORY     - 1879     MONUMENTED       CGS
 AB1536
 AB1536                          STATION DESCRIPTION
 AB1536
 AB1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (REH)
 AB1536'LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1535 ***********************************************************************
 AB1535  DESIGNATION -  MESENA 2 1885
 AB1535  PID         -  AB1535
 AB1535  STATE/COUNTY-  TX/CAMERON
 AB1535  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1535
 AB1535                         *CURRENT SURVEY CONTROL
 AB1535  ___________________________________________________________________
 AB1535* NAD 83(1993)-  26 05 08.84702(N)    097 17 02.17671(W)     ADJUSTED  
 AB1535* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AB1535  ___________________________________________________________________
 AB1535  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 AB1535  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 AB1535
 AB1535  HORZ ORDER  -  THIRD
 AB1535
 AB1535.The horizontal coordinates were established by classical geodetic methods
 AB1535.and adjusted by the National Geodetic Survey in February 1996..
 AB1535
 AB1535.The orthometric height was scaled from a topographic map.
 AB1535
 AB1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1535
 AB1535.The geoid height was determined by GEOID03.
 AB1535
 AB1535;                    North         East     Units Scale Factor Converg.
 AB1535;SPC TX S     - 5,047,023.389   421,661.498   MT  1.00002135   +0 33 07.6
 AB1535;SPC TX S     -16,558,442.57  1,383,401.10   sFT  1.00002135   +0 33 07.6
 AB1535;UTM  14      - 2,886,315.091   671,630.400   MT  0.99996372   +0 45 17.2
 AB1535
 AB1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1535!SPC TX S     -   1.00000183  x   1.00002135  =   1.00002318
 AB1535!UTM  14      -   1.00000183  x   0.99996372  =   0.99996555
 AB1535
 AB1535:                Primary Azimuth Mark                     Grid Az
 AB1535:SPC TX S     -  POINT ISABEL LIGHT HOUSE                 096 04 00.2
 AB1535:UTM  14      -  POINT ISABEL LIGHT HOUSE                 095 51 50.6
 AB1535
 AB1535|---------------------------------------------------------------------|
 AB1535| PID    Reference Object                     Distance      Geod. Az  |
 AB1535|                                                           dddmmss.s |
 AB1535| AB1512 POINT ISABEL LIGHT HOUSE            APPROX. 7.7 KM 0963707.8 |
 AB1535| AB1527 CAMERON                             APPROX. 7.9 KM 3513151.9 |
 AB1535|---------------------------------------------------------------------|
 AB1535
 AB1535                          SUPERSEDED SURVEY CONTROL
 AB1535
 AB1535  NAD 83(1986)-  26 05 08.86084(N)    097 17 02.13033(W) AD(       ) 3
 AB1535  NAD 27      -  26 05 07.57900(N)    097 17 01.21200(W) AD(       ) 3
 AB1535
 AB1535.Superseded values are not recommended for survey control.
 AB1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1535.See file dsdata.txt to determine how the superseded data were derived.
 AB1535
 AB1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7163086315(NAD 83)
 AB1535_MARKER: Z = SEE DESCRIPTION
 AB1535_SETTING: 0 = UNSPECIFIED SETTING
 AB1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1535
 AB1535  HISTORY     - Date     Condition        Report By
 AB1535  HISTORY     - 1885     MONUMENTED       CGS
 AB1535  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AB1535
 AB1535                          STATION DESCRIPTION
 AB1535
 AB1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (REH)
 AB1535'ABOUT 4-3/4 MILES W FROM POINT ISABEL LIGHTHOUSE, NEAR THE
 AB1535'SHORE OF LAGUNA LARGA.  THE STATION IS REACHED FROM POINT
 AB1535'ISABEL BY FOLLOWING THE ROAD TO BROWNSVILLE FOR 4 MILES TO
 AB1535'WHERE IT FORKS, ONE BRANCH FOLLOWING THE LAGUNA MADRE AND
 AB1535'THE OTHER OR LEFT-HAND BRANCH APPROACHING THE SHORE OF THE
 AB1535'LAGUNA LARGA, AND TRAVERSING THE LONG HILL ON WHICH THE
 AB1535'STATION IS SITUATED.  THIS HILL IS NEARLY ABREAST WITH THE
 AB1535'POINT WHERE THE RIGHT-HAND ROAD RECEDES FROM THE SHORE OF
 AB1535'THE LAGUNA MADRE, AND VIEWED FROM THE FORKS OF THE ROAD IS
 AB1535'THE MOST PROMINENT HILL IN SIGHT.  THE CENTER MARK WAS THE
 AB1535'BOTTOM OF A BEER BOTTLE BURIED 2-1/2 FEET BELOW THE SURFACE
 AB1535'OF THE GROUND, WHILE 10 INCHES BELOW THE SURFACE 4 BEER
 AB1535'BOTTLES WERE PLACED 1 FOOT FROM THE CENTER ON LINES
 AB1535'INTERSECTING AT RIGHT ANGLES.  A MESQUITE STUB WAS PLACED FOR A
 AB1535'SURFACE MARK.  IN 1905 THE APPARENT LOCATION OF THE
 AB1535'STATION WAS RECOVERED, AS INDICATED BY THREE SIGNAL
 AB1535'STAKES AND THREE INSTRUMENT STAKES, BUT NO OTHER MARKS
 AB1535'WERE RECOVERED.
 AB1535
 AB1535                          STATION RECOVERY (1950)
 AB1535
 AB1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1535'AN UPSIDE-DOWN BEER BOTTLE WAS FOUND INTACT, PROJECTING
 AB1535'1.5 INCHES.  ANOTHER SIMILAR BOTTLE WAS FOUND NEARBY, LYING
 AB1535'IN A SMALL GULLY.  A U-SHAPED EXCAVATION WAS MADE AROUND
 AB1535'IMBEDDED BOTTLE, WITHIN 1 FOOT OF IT, AND 2.5 FEET IN DEPTH.
 AB1535'THE 1-FOOT RADIUS CIRCLE WAS COMPLETED BY TUNNELING WITHOUT
 AB1535'DISTURBING THE BOTTLE.  SINCE THE EXCAVATION YIELDED NO MORE
 AB1535'BOTTLES, AND SINCE NO MORE WERE FOUND AT THE SAME ELEVATION
 AB1535'AS THE ONE NEAR THE PRESENT SURFACE, IT IS BELIEVED THAT THE
 AB1535'IMBEDDED BOTTLE IS ORIGINAL SUB-SURFACE MARK.
 AB1535'
 AB1535'STATION IS LOCATED APPROXIMATELY 0.6 MILE S OF INTERSECTION
 AB1535'OF STATE HIGHWAY 100 AND FARM ROAD 510 (LAGUNA VISTA ROAD),
 AB1535'ON TOP OF, AND NEAR THE E END OF A RIDGE.
 AB1535'
 AB1535'TO REACH FROM OLD LIGHTHOUSE AT PORT ISABEL, PROCEED W ON
 AB1535'STATE HIGHWAY 100 FOR 5.2 MILES TO GROUP OF FORMER COAST
 AB1535'GUARD BUILDINGS ON LEFT, PASS THROUGH WIRE GAP IN FENCE AT
 AB1535'NW CORNER OF RESERVED AREA, PROCEED S APPROXIMATELY 0.5 MILE
 AB1535'ALONG W SIDE OF RESERVED AREA ON VERY DIM TRAIL ACROSS RAILROAD
 AB1535'AND TO TOP OF AND NEAR E END OF RIDGE AND VICINITY OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1462 ***********************************************************************
 AB1462  DESIGNATION -  MESQUITE
 AB1462  PID         -  AB1462
 AB1462  STATE/COUNTY-  TX/KENEDY
 AB1462  USGS QUAD   -  POTRERO LOPENO SW (1975)
 AB1462
 AB1462                         *CURRENT SURVEY CONTROL
 AB1462  ___________________________________________________________________
 AB1462* NAD 83(1993)-  26 51 39.32485(N)    097 28 47.40846(W)     ADJUSTED  
 AB1462* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1462  ___________________________________________________________________
 AB1462  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AB1462  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AB1462
 AB1462  HORZ ORDER  -  SECOND
 AB1462
 AB1462.The horizontal coordinates were established by classical geodetic methods
 AB1462.and adjusted by the National Geodetic Survey in February 1996..
 AB1462
 AB1462.The orthometric height was scaled from a topographic map.
 AB1462
 AB1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1462
 AB1462.The geoid height was determined by GEOID03.
 AB1462
 AB1462;                    North         East     Units Scale Factor Converg.
 AB1462;SPC TX S     - 5,132,723.237   401,369.097   MT  0.99989777   +0 27 47.4
 AB1462;SPC TX S     -16,839,609.49  1,316,825.11   sFT  0.99989777   +0 27 47.4
 AB1462;UTM  14      - 2,971,936.733   651,019.048   MT  0.99988156   +0 41 13.1
 AB1462
 AB1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1462!SPC TX S     -   1.00000344  x   0.99989777  =   0.99990121
 AB1462!UTM  14      -   1.00000344  x   0.99988156  =   0.99988500
 AB1462
 AB1462:                Primary Azimuth Mark                     Grid Az
 AB1462:SPC TX S     -  SINK                                     056 40 08.2
 AB1462:UTM  14      -  SINK                                     056 26 42.5
 AB1462
 AB1462|---------------------------------------------------------------------|
 AB1462| PID    Reference Object                     Distance      Geod. Az  |
 AB1462|                                                           dddmmss.s |
 AB1462| AB1445 SINK                                APPROX.12.5 KM 0570755.6 |
 AB1462| AB1453 SWIM                                APPROX.12.0 KM 1004738.8 |
 AB1462| CV2673 MESQUITE RM 1                        48.192 METERS 16700     |
 AB1462| CV2674 MESQUITE RM 2                        39.990 METERS 26134     |
 AB1462| CV2672 MESQUITE AZ MK                                     2722000.0 |
 AB1462|---------------------------------------------------------------------|
 AB1462
 AB1462                          SUPERSEDED SURVEY CONTROL
 AB1462
 AB1462  NAD 83(1986)-  26 51 39.34125(N)    097 28 47.37940(W) AD(       ) 2
 AB1462  NAD 27      -  26 51 38.13900(N)    097 28 46.43300(W) AD(       ) 2
 AB1462
 AB1462.Superseded values are not recommended for survey control.
 AB1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1462.See file dsdata.txt to determine how the superseded data were derived.
 AB1462
 AB1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5101971937(NAD 83)
 AB1462_MARKER: DS = TRIANGULATION STATION DISK
 AB1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1462
 AB1462  HISTORY     - Date     Condition        Report By
 AB1462  HISTORY     - 1939     MONUMENTED       CGS
 AB1462  HISTORY     - 1949     GOOD             CGS
 AB1462  HISTORY     - 1950     GOOD             CGS
 AB1462
 AB1462                          STATION DESCRIPTION
 AB1462
 AB1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1462'STATION IS LOCATED ABOUT 31 MILES SE OF SARITA, ABOUT 20 MILES
 AB1462'ENE OF NORIAS ON EAST RANCH, OWNED BY MR. A.L. EAST, WITH
 AB1462'HEADQUARTERS AT SARITA.  IT IS LOCATED ON A SMALL RIDGE ABOUT
 AB1462'200 FEET W OF THE E SIDE OF A SMALL GRASS-COVERED ISLAND,
 AB1462'ABOUT 8 MILES E OF LOS TAJOS CAMP AND ABOUT 5 MILES S OF TORO
 AB1462'ISLAND ON THE W SIDE OF LAGUNA MADRE.  THIS ISLAND IS ONE
 AB1462'OF MANY IN THIS VICINITY AND IS ENTIRELY SURROUNDED BY WATER
 AB1462'AT HIGH TIDES.
 AB1462'
 AB1462'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AB1462'BRONZE DISKS SET IN CONCRETE.
 AB1462'
 AB1462'THE AZIMUTH MARK IS LOCATED ON ABOUT THE CENTER OF A SMALL
 AB1462'ISLAND ABOUT 0.4 MILE W OF THE STATION.
 AB1462'
 AB1462'A TRUCK MAY BE DRIVEN TO, OR WITHIN A SHORT DISTANCE OF THE
 AB1462'STATION IN FAVORABLE WEATHER PROVIDING PERMISSION AND DIRECTIONS
 AB1462'ARE OBTAINED FROM THE RANCH OFFICIALS AT SARITA.
 AB1462'
 AB1462'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1462
 AB1462                          STATION RECOVERY (1949)
 AB1462
 AB1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1462'THE STATION, REFERENCE MARKS 1 AND 2,
 AB1462'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD
 AB1462'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AB1462'
 AB1462'THE STATION IS LOCATED ABOUT 31.0 MILES SOUTHEAST OF SARITA, 20.0
 AB1462'MILES EAST-NORTHEAST OF NORIAS AND ABOUT 1.5 MILES NORTH OF
 AB1462'THE INTERCOASTAL CANAL ON A FLAT GRASS COVERED AREA AND ON LAND
 AB1462'OWNED BY THE KENEDY RANCH.  IT IS 20 FEET SOUTH-SOUTHWEST OF
 AB1462'A 20 FOOT HIGH POLE AND STAMPED MESQUITE 1939 AND PROJECTS 2
 AB1462'INCHES.
 AB1462'
 AB1462'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION.  IT IS
 AB1462'STAMPED MESQUITE NO 1 1939 AND PROJECTS 2 INCHES.
 AB1462'
 AB1462'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, SET IN THE
 AB1462'GRASS COVERED AREA.  IT IS STAMPED MESQUITE NO 2 1939 AND
 AB1462'PROJECTS 2 INCHES.
 AB1462'
 AB1462'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, SET
 AB1462'IN THE GRASS COVERED AREA ABOUT 0.15 MILE NORTHWEST OF THE
 AB1462'WEST SIDE OF A MUD FLAT.  IT IS STAMPED MESQUITE 1939 AND
 AB1462'PROJECTS 2 INCHES.  TO REACH FROM THE STATION, GO WEST ACROSS
 AB1462'GRASSY AREA AND MUD FLATS FOR 0.4 MILE TO THE MARK AS DESCRIBED.
 AB1462'
 AB1462'TO REACH THE STATION FROM TURCOTTE NEAR TWO HOUSES ON WEST SIDE
 AB1462'OF ROAD AND LOCKED GATES ON EAST AND WEST SIDE OF HIGHWAY, GO
 AB1462'NORTH ON U.S. HIGHWAY 77 FOR 2.2 MILES TO GATE ON THE RIGHT
 AB1462'(GATE LOCKED AND KEY WILL HAVE TO BE OBTAINED FROM RANCH
 AB1462'OFFICIALS IN SARITA), PASS THROUGH GATE AND FOLLOW GRADED
 AB1462'ROAD EASTERLY FOR 9.3 MILES (THIS MILAGE COULD BE A LITTLE
 AB1462'SHORTER AS IT WAS NECESSARY TO DETOUR AROUND SEVERAL LAKES IN
 AB1462'ROAD) TO A METAL GATE ABOUT 0.1 MILE WEST OF WINDMILL AND
 AB1462'BUILDINGS, PASS THROUGH GATE AND CONTINUE FOR ABOUT 0.05 MILE
 AB1462'TO FORK JUST BEFORE REACHING ANOTHER METAL GATE, TURN RIGHT
 AB1462'AND FOLLOW MAIN TRAVELED ROAD FOR 0.25 MILE TO FENCE
 AB1462'CORNER, TURN LEFT AND FOLLOW MAIN ROAD EAST ALONG SOUTH
 AB1462'SIDE OF FENCE LINE FOR 4.15 MILES TO WINDMILL ABOUT 0.1 MILE
 AB1462'SOUTH OF ROAD, CONTINUE EAST ON MAIN TRAVELED ROAD FOR 2.0
 AB1462'MILES TO REVERSE FORK AND TRIANGULAR BLAZED TREE ON THE LEFT,
 AB1462'(THIS FORK IS ABOUT 0.2 MILE EAST OF FENCE CORNER) TURN SHARP
 AB1462'RIGHT ON REVERSED FORK AND CONTINUE ON MAIN TRAVELED TRACK
 AB1462'ROAD SOUTH FOR 4.5 MILES TO METAL GATE EAST OF WOODEN GATE
 AB1462'WITH TWO TALL GATE POSTS, PASS THROUGH GATE AND TAKE LEFT
 AB1462'FORK OVER SMALL SAND DUNES AND CONTINUE SOUTH-SOUTHEAST
 AB1462'FOR 5.0 MILES TO OLD BARGE ON MUD FLATS.  (THIS IS END OF
 AB1462'TRUCK TRAVEL IN WET WEATHER) FROM THIS POINT STATION LIES
 AB1462'ABOUT 5.0 MILES SOUTHEAST IN FLAT AREA.  A FOUR WHEEL
 AB1462'DRIVE VEHICLE CAN BE DRIVEN TO THE STATION BY PICKING WAY
 AB1462'SOUTHEAST FROM END OF TRUCK TRAVEL.
 AB1462'
 AB1462'OBSERVATIONS MADE FROM A 4 FOOT STAND.  STATIONS TOPO ECC 1939
 AB1462'AND ENCINO VISIBLE AT 4 FEET.
 AB1462
 AB1462                          STATION RECOVERY (1950)
 AB1462
 AB1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1462'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN GOOD
 AB1462'CONDITION.  THE 1949 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE
 AB1462'AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1134 ***********************************************************************
 CU1134  DESIGNATION -  MESQUITE
 CU1134  PID         -  CU1134
 CU1134  STATE/COUNTY-  TX/GARZA
 CU1134  USGS QUAD   -  INDIAN CANYON NE (1969)
 CU1134
 CU1134                         *CURRENT SURVEY CONTROL
 CU1134  ___________________________________________________________________
 CU1134* NAD 83(1993)-  32 58 02.15407(N)    101 30 32.83167(W)     ADJUSTED  
 CU1134* NAVD 88     -       884.     (meters)    2900.     (feet)  SCALED    
 CU1134  ___________________________________________________________________
 CU1134  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 CU1134  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 CU1134
 CU1134  HORZ ORDER  -  FIRST
 CU1134
 CU1134.The horizontal coordinates were established by classical geodetic methods
 CU1134.and adjusted by the National Geodetic Survey in February 1996..
 CU1134
 CU1134.The orthometric height was scaled from a topographic map.
 CU1134
 CU1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1134
 CU1134.The geoid height was determined by GEOID03.
 CU1134
 CU1134;                    North         East     Units Scale Factor Converg.
 CU1134;SPC TXNC     - 2,148,251.077   318,758.263   MT  0.99987370   -1 38 28.2
 CU1134;SPC TXNC     - 7,048,053.74  1,045,792.73   sFT  0.99987370   -1 38 28.2
 CU1134;UTM  14      - 3,650,453.217   265,491.152   MT  1.00027813   -1 21 57.5
 CU1134
 CU1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1134!SPC TXNC     -   0.99986509  x   0.99987370  =   0.99973881
 CU1134!UTM  14      -   0.99986509  x   1.00027813  =   1.00014319
 CU1134
 CU1134:                Primary Azimuth Mark                     Grid Az
 CU1134:SPC TXNC     -  MESQUITE AZ MK                           052 50 57.9
 CU1134:UTM  14      -  MESQUITE AZ MK                           052 34 27.2
 CU1134
 CU1134|---------------------------------------------------------------------|
 CU1134| PID    Reference Object                     Distance      Geod. Az  |
 CU1134|                                                           dddmmss.s |
 CU1134| CH9021 MESQUITE AZ MK                                     0511229.7 |
 CU1134| CH9023 MESQUITE RM 2                        23.282 METERS 05211     |
 CU1134| CH9022 MESQUITE RM 1                        22.644 METERS 14540     |
 CU1134|---------------------------------------------------------------------|
 CU1134
 CU1134                          SUPERSEDED SURVEY CONTROL
 CU1134
 CU1134  NAD 83(1986)-  32 58 02.16106(N)    101 30 32.82226(W) AD(       ) 1
 CU1134  NAD 27      -  32 58 01.79936(N)    101 30 31.32015(W) AD(       ) 1
 CU1134
 CU1134.Superseded values are not recommended for survey control.
 CU1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1134.See file dsdata.txt to determine how the superseded data were derived.
 CU1134
 CU1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB6549150453(NAD 83)
 CU1134_MARKER: DS = TRIANGULATION STATION DISK
 CU1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1134_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1134
 CU1134  HISTORY     - Date     Condition        Report By
 CU1134  HISTORY     - 1968     MONUMENTED       CGS
 CU1134
 CU1134                          STATION DESCRIPTION
 CU1134
 CU1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1134'STATION IS LOCATED ABOUT 18-1/2 MILES EAST OF O DONNELL, 17.0 MILES
 CU1134'SOUTH-SOUTHWEST OF POST, 14-1/2 MILES NORTH-NORTHWEST OF GAIL AND IS
 CU1134'ON THE PROPERTY OF THE SLAUGHTER RANCH.
 CU1134'
 CU1134'TO REACH FROM THE COURTHOUSE IN POST, GO SOUTH ON FARM ROAD 669
 CU1134'(AVENUE M) FOR 3.15 MILES TO FARM ROAD 1313 ON THE RIGHT, CONTINUE
 CU1134'SOUTH ON FARM ROAD 669 FOR 7.1 MILES TO A SIDE ROAD RIGHT, CONTINUE
 CU1134'SOUTH ON THE ROAD FOR 8.1 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN
 CU1134'RIGHT AND GO WEST ON THE ROAD FOR 1.25 MILES TO A LOCKED GATE ON
 CU1134'THE RIGHT, (KEY CAN BE OBTAINED AT THE SLAUGHTER RANCH
 CU1134'HEADQUARTERS.) TURN RIGHT THROUGH THE GATE AND GO NORTHERLY ON
 CU1134'A ROAD FOR 0.4 MILE TO A FORK, KEEP LEFT ON A ROAD FOR 0.7 MILE
 CU1134'TO A WIRE GATE, PASS THROUGH THE GATE AND CONTINUE NORTH ON THE
 CU1134'ROAD FOR 1.4 MILES TO A FORK, KEEP THE RIGHT FORK AND CONTINUE
 CU1134'NORTHWESTERLY ON A ROAD FOR 1.35 MILES TO A WIRE GATE, TURN LEFT
 CU1134'AND GO WEST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.6 MILE TO
 CU1134'A WIRE GATE, (TO REACH THE AZIMUTH MARK FROM THE WIRE GATE, GO
 CU1134'SOUTH ON A BLADED ROAD FOR 0.5 MILE TO WHERE THE ROAD STARTS
 CU1134'DOWN HILL AND THE MARK ON THE RIGHT.) CONTINUE WEST ALONG THE
 CU1134'FENCE FOR 0.25 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO
 CU1134'SOUTHERLY FOR 0.55 MILE ON THE DIM TRACK ROAD TO THE HIGHEST
 CU1134'PART OF THE RIDGE AND THE STATION.
 CU1134'
 CU1134'STATION MARK IS A STANDARD DISK, STAMPED MESQUITE 1968, SET IN THE
 CU1134'TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 CU1134'ABOVE THE GROUND SURFACE.  IT IS 3.0 FEET SOUTHWEST OF A WITNESS
 CU1134'POST.
 CU1134'
 CU1134'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MESQUITE NO 1
 CU1134'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH
 CU1134'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 75.6 FEET
 CU1134'SOUTHEAST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 CU1134'STATION.
 CU1134'
 CU1134'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MESQUITE NO 2
 CU1134'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH
 CU1134'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 73.7 FEET
 CU1134'NORTHEAST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 CU1134'STATION.
 CU1134'
 CU1134'AZIMUTH MARK IS A STANDARD DISK, STAMPED MESQUITE 1968, CEMENTED
 CU1134'IN A DRILL HOLE IN THE TOP OF AN OUTCROP WHICH IS FLUSH WITH THE
 CU1134'GROUND SURFACE.  IT IS 22.0 FEET WEST OF THE CENTER OF THE ROAD AND
 CU1134'4.0 FEET SOUTH-SOUTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0713 ***********************************************************************
 DQ0713  DESIGNATION -  MESQUITE ET
 DQ0713  PID         -  DQ0713
 DQ0713  STATE/COUNTY-  TX/TERRY
 DQ0713  USGS QUAD   -  NEW MOORE (1969)
 DQ0713
 DQ0713                         *CURRENT SURVEY CONTROL
 DQ0713  ___________________________________________________________________
 DQ0713* NAD 83(1993)-  33 05 04.41998(N)    102 06 04.43889(W)     ADJUSTED  
 DQ0713* NAVD 88     -       979.1    (meters)    3212.     (feet)  VERTCON   
 DQ0713  ___________________________________________________________________
 DQ0713  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DQ0713  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 DQ0713
 DQ0713  HORZ ORDER  -  SECOND
 DQ0713
 DQ0713.The horizontal coordinates were established by classical geodetic methods
 DQ0713.and adjusted by the National Geodetic Survey in February 1996..
 DQ0713
 DQ0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0713
 DQ0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0713
 DQ0713.The geoid height was determined by GEOID03.
 DQ0713
 DQ0713;                    North         East     Units Scale Factor Converg.
 DQ0713;SPC TXNC     - 2,162,991.559   263,883.212   MT  0.99987279   -1 57 50.7
 DQ0713;SPC TXNC     - 7,096,414.81    865,756.84   sFT  0.99987279   -1 57 50.7
 DQ0713;UTM  13      - 3,664,399.759   770,579.121   MT  1.00050280   +1 34 60.0
 DQ0713
 DQ0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0713!SPC TXNC     -   0.99985006  x   0.99987279  =   0.99972287
 DQ0713!UTM  13      -   0.99985006  x   1.00050280  =   1.00035278
 DQ0713
 DQ0713|---------------------------------------------------------------------|
 DQ0713| PID    Reference Object                     Distance      Geod. Az  |
 DQ0713|                                                           dddmmss.s |
 DQ0713| CJ7096 MESQUITE ET RM 1                      9.320 METERS 06131     |
 DQ0713| DQ0712 WEST POINT MICROWAVE TOWER          APPROX. 4.9 KM 0683107.4 |
 DQ0713| DQ0714 LOT ET                              APPROX. 6.8 KM 2515224.3 |
 DQ0713| CJ7097 MESQUITE ET RM 2                      9.828 METERS 33615     |
 DQ0713|---------------------------------------------------------------------|
 DQ0713
 DQ0713                          SUPERSEDED SURVEY CONTROL
 DQ0713
 DQ0713  NAD 83(1986)-  33 05 04.42864(N)    102 06 04.43156(W) AD(       ) 2
 DQ0713  NAD 27      -  33 05 04.09093(N)    102 06 02.80782(W) AD(       ) 2
 DQ0713  NGVD 29 (07/19/86)  978.7    (m)         3211.     (f) VERT ANG       
 DQ0713
 DQ0713.Superseded values are not recommended for survey control.
 DQ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0713.See file dsdata.txt to determine how the superseded data were derived.
 DQ0713
 DQ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS7057964400(NAD 83)
 DQ0713_MARKER: DD = SURVEY DISK
 DQ0713_SETTING: 0 = UNSPECIFIED SETTING
 DQ0713
 DQ0713  HISTORY     - Date     Condition        Report By
 DQ0713  HISTORY     - 1968     MONUMENTED       USGS
 DQ0713
 DQ0713                          STATION DESCRIPTION
 DQ0713
 DQ0713'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0713'THE STATION IS LOCATED SOUTH 59 DEG EAST ABOUT 12.2 MILES AIRLINE
 DQ0713'FROM THE COURTHOUSE AT BROWNFIELD, TEXAS ON A SLIGHT RISE ON THE
 DQ0713'EAST SIDE OF A NORTH-SOUTH GRADED ROAD.
 DQ0713'
 DQ0713'TO REACH FROM THE COURTHOUSE AT BROWNFIELD, GO 10.4 MILES EAST ON
 DQ0713'U.S. HIGHWAY 380 TO A NORTH-SOUTH GRADED ROAD, TURN RIGHT AND GO
 DQ0713'6.7 MILES SOUTH ON THE GRADED ROAD TO A CREST AND THE STATION SITE
 DQ0713'ON THE LEFT.  THE STATION IS 50 FEET EAST OF THE ROAD AND 19 FEET
 DQ0713'EAST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST IN THE EAST
 DQ0713'RIGHT-OF-WAY FENCE.
 DQ0713'
 DQ0713'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DQ0713'DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 DQ0713'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 DQ0713'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED MESQUITE ET 1968.
 DQ0713'
 DQ0713'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 14.5 FEET NORTH AND
 DQ0713'46 FEET EAST OF THE WITNESS SIGN.  A USGS BRONZE REFERENCE MARK
 DQ0713'TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10
 DQ0713'FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 DQ0713'INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DQ0713'GROUND AND IS STAMPED MESQUITE ET 1968 - 1.
 DQ0713'
 DQ0713'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 30 FEET NORTH AND 6
 DQ0713'FEET EAST OF THE WITNESS SIGN.  A USGS BRONZE REFERENCE MARK TABLET
 DQ0713'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 DQ0713'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED
 DQ0713'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 DQ0713'MESQUITE ET 1968 - 2.
 DQ0713'
 DQ0713'THE DISTANCE BETWEEN REFERENCE MARKS IS 42.59 FEET (12.981 METERS).
 DQ0713'
 DQ0713'STATION LOT ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 DQ0713'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6184 ***********************************************************************
 AW6184  DESIGNATION -  MESQUITE KNOLL 2 1930
 AW6184  PID         -  AW6184
 AW6184  STATE/COUNTY-  TX/CHAMBERS
 AW6184  USGS QUAD   -  MORGANS POINT (1993)
 AW6184
 AW6184                         *CURRENT SURVEY CONTROL
 AW6184  ___________________________________________________________________
 AW6184* NAD 83(1993)-  29 39 37.65891(N)    094 55 50.19611(W)     ADJUSTED  
 AW6184* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6184  ___________________________________________________________________
 AW6184  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6184  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6184
 AW6184  HORZ ORDER  -  SECOND
 AW6184
 AW6184.The horizontal coordinates were established by classical geodetic methods
 AW6184.and adjusted by the National Geodetic Survey in February 1996..
 AW6184
 AW6184.The orthometric height was scaled from a topographic map.
 AW6184
 AW6184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6184
 AW6184.The geoid height was determined by GEOID03.
 AW6184
 AW6184;                    North         East     Units Scale Factor Converg.
 AW6184;SPC TXSC     - 4,209,347.644   993,843.005   MT  0.99987933   +1 59 37.1
 AW6184;SPC TXSC     -13,810,168.06  3,260,633.26   sFT  0.99987933   +1 59 37.1
 AW6184;UTM  15      - 3,282,720.834   313,148.355   MT  1.00003080   -0 57 20.4
 AW6184
 AW6184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6184!SPC TXSC     -   1.00000411  x   0.99987933  =   0.99988344
 AW6184!UTM  15      -   1.00000411  x   1.00003080  =   1.00003491
 AW6184
 AW6184:                Primary Azimuth Mark                     Grid Az
 AW6184:SPC TXSC     -  HOUSTON SHIP CHAN LT 20                  182 17 57.4
 AW6184:UTM  15      -  HOUSTON SHIP CHAN LT 20                  185 14 54.9
 AW6184
 AW6184|---------------------------------------------------------------------|
 AW6184| PID    Reference Object                     Distance      Geod. Az  |
 AW6184|                                                           dddmmss.s |
 AW6184| AW6132 HOUSTON SHIP CHAN LT 20             APPROX. 8.0 KM 1841734.5 |
 AW6184| AW6110 HOUSTON SHIP CHAN LT 21             APPROX. 8.1 KM 1851210.2 |
 AW6184| AW6113 HOUSTON SHIP CHAN LT 22 1932        APPROX. 6.3 KM 1985852.0 |
 AW6184| AW6114 HOUSTON SHIP CHAN LT 23             APPROX. 6.4 KM 1994646.0 |
 AW6184|---------------------------------------------------------------------|
 AW6184
 AW6184                          SUPERSEDED SURVEY CONTROL
 AW6184
 AW6184  NAD 83(1986)-  29 39 37.67542(N)    094 55 50.17709(W) AD(       ) 2
 AW6184  NAD 27      -  29 39 36.85912(N)    094 55 49.43713(W) AD(       ) 2
 AW6184
 AW6184.Superseded values are not recommended for survey control.
 AW6184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6184.See file dsdata.txt to determine how the superseded data were derived.
 AW6184
 AW6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1314882721(NAD 83)
 AW6184_MARKER: DS = TRIANGULATION STATION DISK
 AW6184_SETTING: 0 = UNSPECIFIED SETTING
 AW6184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6184
 AW6184  HISTORY     - Date     Condition        Report By
 AW6184  HISTORY     - 1930     MONUMENTED       CGS
 AW6184  HISTORY     - 1932     GOOD             CGS
 AW6184  HISTORY     - 1963     GOOD             CGS
 AW6184
 AW6184                          STATION DESCRIPTION
 AW6184
 AW6184'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6184'LOCATED ON A LOW FLAT POINT KNOWN AS MESQUITE KNOLL WHICH EXTENDS
 AW6184'OUT INTO UPPER GALVESTON BAY.  STATION IS ON A LOW SHELL KNOLL WHICH
 AW6184'IS COVERED WITH SCATTERED GROWTH OF MESQUITE.  THE KNOLL IS
 AW6184'PARALLEL TO THE SHORELINE ON THE W.  IT IS 165 METERS FROM THE
 AW6184'EXTREME POINT TO THE S AND 91 METERS FROM THE SHORELINE ON
 AW6184'THE W.  AN OLD WIRE FENCE EXTENDS IN AN E DIRECTION 6.5 METERS
 AW6184'N OF THE STATION.
 AW6184'
 AW6184'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6184'
 AW6184'REFERENCE MARK 1 IS 30.80 METERS FROM THE STATION N 85 DEG 45 MIN E.
 AW6184'
 AW6184'REFERENCE MARK 2 IS 27.65 METERS FROM THE STATION S 02 DEG 15 MIN E.
 AW6184
 AW6184                          STATION RECOVERY (1932)
 AW6184
 AW6184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6184'RECOVERED AS DESCRIBED.
 AW6184'
 AW6184'REFERENCE MARK 2 IS 27.65 METERS FROM THE STATION S 62 DEG 15 MIN E.
 AW6184
 AW6184                          STATION RECOVERY (1963)
 AW6184
 AW6184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6184'RECOVERED IN GOOD CONDITION.  THE 1930 DESCRIPTION IS ADEQUATE
 AW6184'WITH THE FOLLOWING ADDITIONS.  THE REMAINS OF A TUBULAR STEEL
 AW6184'TOWER LIES JUST EAST OF THE STATION AND THREE LARGE PIPE FOOTINGS
 AW6184'ARE STILL IN PLACE AROUND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1403 ***********************************************************************
 CS1403  DESIGNATION -  MESQUITE RESET 1969
 CS1403  PID         -  CS1403
 CS1403  STATE/COUNTY-  TX/DALLAS
 CS1403  USGS QUAD   -  MESQUITE (1973)
 CS1403
 CS1403                         *CURRENT SURVEY CONTROL
 CS1403  ___________________________________________________________________
 CS1403* NAD 83(1986)-  32 46 01.     (N)    096 35 41.     (W)     SCALED    
 CS1403* NAVD 88     -       156.91   (+/-2cm)     514.8    (feet)  VERTCON   
 CS1403  ___________________________________________________________________
 CS1403  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS1403
 CS1403  VERT ORDER  -  THIRD (See Below)
 CS1403
 CS1403.The horizontal coordinates were scaled from a topographic map and have
 CS1403.an estimated accuracy of +/- 6 seconds.
 CS1403
 CS1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1403.The vertical order pertains to the NGVD 29 superseded value.
 CS1403
 CS1403.The geoid height was determined by GEOID03.
 CS1403
 CS1403;                    North         East    Units  Estimated Accuracy
 CS1403;SPC TXNC     - 2,123,630.      778,490.      MT  (+/- 180 meters Scaled)
 CS1403
 CS1403                          SUPERSEDED SURVEY CONTROL
 CS1403
 CS1403  NGVD 29 (??/??/??)  156.92   (m)          514.8    (f) RESET       3  
 CS1403
 CS1403.Superseded values are not recommended for survey control.
 CS1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1403.See file dsdata.txt to determine how the superseded data were derived.
 CS1403
 CS1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB253280(NAD 83)
 CS1403_MARKER: DS = TRIANGULATION STATION DISK
 CS1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1403_STAMPING: MESQUITE 1947 1969
 CS1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1403+STABILITY: SURFACE MOTION
 CS1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1403+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 CS1403
 CS1403  HISTORY     - Date     Condition        Report By
 CS1403  HISTORY     - 1969     MONUMENTED       CGS
 CS1403  HISTORY     - 19910624 GOOD             USPSQD
 CS1403  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1403  HISTORY     - 20030602 GOOD             TX1730
 CS1403
 CS1403                          STATION DESCRIPTION
 CS1403
 CS1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CS1403'IN MESQUITE.
 CS1403'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 352 FROM THE INTERSECTION OF
 CS1403'GALLOWAY STREET AND DAVIS STREET IN MESQUITE, THENCE 0.05 MILE NORTH
 CS1403'ALONG FLORENCE STREET, THENCE 0.05 MILE WEST ALONG MAIN STREET TO SITE
 CS1403'OF BENCH MARK, 41 FEET NORTH OF THE CENTER LINE OF MAIN STREET, 210
 CS1403'FEET WEST OF THE CENTER OF FLORENCE STREET, 56 FEET SOUTH OF THE SOUTH
 CS1403'RAIL OF THE TEXAS AND PACIFIC RAILROAD TRACKS, AND 30 FEET SOUTHEAST
 CS1403'OF A TELEGRAPH POLE.  A TRIANGULATION STATION DISK SET IN A 12 X 12
 CS1403'IN. CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 CS1403
 CS1403                          STATION RECOVERY (1991)
 CS1403
 CS1403'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1403'RECOVERED IN GOOD CONDITION.
 CS1403
 CS1403                          STATION RECOVERY (2000)
 CS1403
 CS1403'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1403'MARK NOT FOUND.
 CS1403
 CS1403                          STATION RECOVERY (2003)
 CS1403
 CS1403'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS1403'ORIGINAL DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1405 ***********************************************************************
 CS1405  DESIGNATION -  MESQUITE RM 2
 CS1405  PID         -  CS1405
 CS1405  STATE/COUNTY-  TX/DALLAS
 CS1405  USGS QUAD   -  MESQUITE (1973)
 CS1405
 CS1405                         *CURRENT SURVEY CONTROL
 CS1405  ___________________________________________________________________
 CS1405* NAD 83(1986)-  32 46 00.     (N)    096 35 41.     (W)     SCALED    
 CS1405* NAVD 88     -       155.628  (meters)     510.59   (feet)  ADJUSTED  
 CS1405  ___________________________________________________________________
 CS1405  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS1405  DYNAMIC HT  -         155.454 (meters)     510.02  (feet)  COMP
 CS1405  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 CS1405
 CS1405  VERT ORDER  -  SECOND    CLASS 0
 CS1405
 CS1405.The horizontal coordinates were scaled from a topographic map and have
 CS1405.an estimated accuracy of +/- 6 seconds.
 CS1405
 CS1405.The orthometric height was determined by differential leveling
 CS1405.and adjusted by the National Geodetic Survey in June 1991..
 CS1405
 CS1405.The geoid height was determined by GEOID03.
 CS1405
 CS1405.The dynamic height is computed by dividing the NAVD 88
 CS1405.geopotential number by the normal gravity value computed on the
 CS1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1405.degrees latitude (g = 980.6199 gals.).
 CS1405
 CS1405.The modeled gravity was interpolated from observed gravity values.
 CS1405
 CS1405;                    North         East    Units  Estimated Accuracy
 CS1405;SPC TXNC     - 2,123,600.      778,490.      MT  (+/- 180 meters Scaled)
 CS1405
 CS1405                          SUPERSEDED SURVEY CONTROL
 CS1405
 CS1405  NGVD 29 (??/??/92)  155.637  (m)          510.62   (f) ADJ UNCH    2 0
 CS1405
 CS1405.Superseded values are not recommended for survey control.
 CS1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1405.See file dsdata.txt to determine how the superseded data were derived.
 CS1405
 CS1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB253279(NAD 83)
 CS1405_MARKER: DR = REFERENCE MARK DISK
 CS1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1405_STAMPING: MESQUITE NO 2 1947
 CS1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1405+STABILITY: SURFACE MOTION
 CS1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1405+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 CS1405
 CS1405  HISTORY     - Date     Condition        Report By
 CS1405  HISTORY     - 1947     MONUMENTED       CGS
 CS1405  HISTORY     - 1969     GOOD             NGS
 CS1405  HISTORY     - 19910624 GOOD             USPSQD
 CS1405  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1405  HISTORY     - 20030602 GOOD             TX1730
 CS1405
 CS1405                          STATION DESCRIPTION
 CS1405
 CS1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CS1405'IN MESQUITE.
 CS1405'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 352 FROM THE INTERSECTION OF
 CS1405'GALLOWAY STREET AND DAVIS STREET IN MESQUITE, THENCE 0.05 MILE NORTH
 CS1405'ALONG FLORENCE STREET, THENCE 0.05 MILE WEST ALONG MAIN STREET TO SITE
 CS1405'OF BENCH MARK.  THE MARK IS AT THE NORTHEAST CORNER OF A HEDGE ROW,
 CS1405'23.5 FEET SOUTH OF THE CENTER LINE OF MAIN STREET AND 21 FEET WEST OF
 CS1405'A POWER LINE POLE.  A C AND GS REFERENCE MARK DISK SET IN A 12 X 12
 CS1405'IN. CONCRETE POST FLUSH WITH SURFACE OF GROUND.  IT IS 65.75 FEET
 CS1405'SOUTH OF TRIANGULATION STATION MESQUITE 1947 1969.
 CS1405
 CS1405                          STATION RECOVERY (1991)
 CS1405
 CS1405'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1405'RECOVERED IN GOOD CONDITION.
 CS1405
 CS1405                          STATION RECOVERY (2000)
 CS1405
 CS1405'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1405'MARK NOT FOUND.
 CS1405
 CS1405                          STATION RECOVERY (2003)
 CS1405
 CS1405'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS1405'ORIGINAL DESCRIPTION IS ADEQUATE. THE HEDGE ROW NOW COVERS THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1406 ***********************************************************************
 CS1406  DESIGNATION -  MESQUITE RM 3
 CS1406  PID         -  CS1406
 CS1406  STATE/COUNTY-  TX/DALLAS
 CS1406  USGS QUAD   -  MESQUITE (1973)
 CS1406
 CS1406                         *CURRENT SURVEY CONTROL
 CS1406  ___________________________________________________________________
 CS1406* NAD 83(1986)-  32 46 00.     (N)    096 35 41.     (W)     SCALED    
 CS1406* NAVD 88     -       155.11   (+/-2cm)     508.9    (feet)  VERTCON   
 CS1406  ___________________________________________________________________
 CS1406  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS1406
 CS1406  VERT ORDER  -  THIRD (See Below)
 CS1406
 CS1406.The horizontal coordinates were scaled from a topographic map and have
 CS1406.an estimated accuracy of +/- 6 seconds.
 CS1406
 CS1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1406.The vertical order pertains to the NGVD 29 superseded value.
 CS1406
 CS1406.The geoid height was determined by GEOID03.
 CS1406
 CS1406;                    North         East    Units  Estimated Accuracy
 CS1406;SPC TXNC     - 2,123,600.      778,490.      MT  (+/- 180 meters Scaled)
 CS1406
 CS1406                          SUPERSEDED SURVEY CONTROL
 CS1406
 CS1406  NGVD 29 (??/??/??)  155.12   (m)          508.9    (f) RESET       3  
 CS1406
 CS1406.Superseded values are not recommended for survey control.
 CS1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1406.See file dsdata.txt to determine how the superseded data were derived.
 CS1406
 CS1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB253279(NAD 83)
 CS1406_MARKER: DR = REFERENCE MARK DISK
 CS1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1406_STAMPING: MESQUITE 1947 NO 3 1969
 CS1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1406+STABILITY: SURFACE MOTION
 CS1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1406+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 CS1406
 CS1406  HISTORY     - Date     Condition        Report By
 CS1406  HISTORY     - 1969     MONUMENTED       CGS
 CS1406  HISTORY     - 19910624 GOOD             USPSQD
 CS1406  HISTORY     - 20000212 GOOD             USPSQD
 CS1406  HISTORY     - 20030602 GOOD             TX1730
 CS1406
 CS1406                          STATION DESCRIPTION
 CS1406
 CS1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CS1406'IN MESQUITE.
 CS1406'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 352 FROM THE INTERSECTION OF
 CS1406'GALLOWAY STREET AND DAVIS STREET IN MESQUITE, THENCE 0.05 MILE NORTH
 CS1406'ALONG FLORENCE STREET TO SITE OF BENCH MARK.  90 FEET WEST OF THE
 CS1406'CENTER OF FLORENCE STREET, 44 FEET NORTH OF THE CENTER LINE OF MAIN
 CS1406'STREET, 38 FEET SOUTH OF THE SOUTH RAIL OF THE TEXAS AND PACIFIC
 CS1406'RAILROAD TRACKS, AND 3 FEET WEST OF A TELEGRAPH POLE.  A C AND GS
 CS1406'TRIANGULATION REFERENCE MARK DISK, SET IN A 12 X 12 IN. CONCRETE POST
 CS1406'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF GROUND.
 CS1406
 CS1406                          STATION RECOVERY (1991)
 CS1406
 CS1406'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1406'RECOVERED IN GOOD CONDITION.
 CS1406
 CS1406                          STATION RECOVERY (2000)
 CS1406
 CS1406'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1406'RECOVERED IN GOOD CONDITION.
 CS1406
 CS1406                          STATION RECOVERY (2003)
 CS1406
 CS1406'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1514 ***********************************************************************
 AE1514  DESIGNATION -  METAL STACK SE OF STA MAMIE
 AE1514  PID         -  AE1514
 AE1514  STATE/COUNTY-  TX/HIDALGO
 AE1514  USGS QUAD   -  MISSION (1983)
 AE1514
 AE1514                         *CURRENT SURVEY CONTROL
 AE1514  ___________________________________________________________________
 AE1514* NAD 83(1993)-  26 10 06.72838(N)    098 22 07.42437(W)     ADJUSTED  
 AE1514* NAVD 88     -                                                        
 AE1514  ___________________________________________________________________
 AE1514  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AE1514  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE1514
 AE1514  HORZ ORDER  -  THIRD
 AE1514
 AE1514.The horizontal coordinates were established by classical geodetic methods
 AE1514.and adjusted by the National Geodetic Survey in February 1996..
 AE1514
 AE1514
 AE1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1514
 AE1514.The geoid height was determined by GEOID03.
 AE1514
 AE1514;                    North         East     Units Scale Factor Converg.
 AE1514;SPC TX S     - 5,055,611.435   313,123.735   MT  0.99999953   +0 03 34.6
 AE1514;SPC TX S     -16,586,618.52  1,027,306.79   sFT  0.99999953   +0 03 34.6
 AE1514;UTM  14      - 2,894,501.587   563,086.497   MT  0.99964914   +0 16 42.3
 AE1514
 AE1514                          SUPERSEDED SURVEY CONTROL
 AE1514
 AE1514  NAD 83(1986)-  26 10 06.73371(N)    098 22 07.38866(W) AD(       ) 4
 AE1514  NAD 27      -  26 10 05.45971(N)    098 22 06.32895(W) AD(       ) 3
 AE1514
 AE1514.Superseded values are not recommended for survey control.
 AE1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1514.See file dsdata.txt to determine how the superseded data were derived.
 AE1514
 AE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6308694502(NAD 83)
 AE1514_MARKER: 63 = STACK
 AE1514
 AE1514  HISTORY     - Date     Condition        Report By
 AE1514  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1514
 AE1514                          STATION DESCRIPTION
 AE1514
 AE1514'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1452 ***********************************************************************
 AB1452  DESIGNATION -  METEOR 1939
 AB1452  PID         -  AB1452
 AB1452  STATE/COUNTY-  TX/KENEDY
 AB1452  USGS QUAD   -  POTRERO LOPENO SE (1975)
 AB1452
 AB1452                         *CURRENT SURVEY CONTROL
 AB1452  ___________________________________________________________________
 AB1452* NAD 83(1993)-  26 49 34.83166(N)    097 21 41.54051(W)     ADJUSTED  
 AB1452* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1452  ___________________________________________________________________
 AB1452  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AB1452  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AB1452
 AB1452  HORZ ORDER  -  SECOND
 AB1452
 AB1452.The horizontal coordinates were established by classical geodetic methods
 AB1452.and adjusted by the National Geodetic Survey in February 1996..
 AB1452
 AB1452.The orthometric height was scaled from a topographic map.
 AB1452
 AB1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1452
 AB1452.The geoid height was determined by GEOID03.
 AB1452
 AB1452;                    North         East     Units Scale Factor Converg.
 AB1452;SPC TX S     - 5,128,992.650   413,157.958   MT  0.99989942   +0 31 00.7
 AB1452;SPC TX S     -16,827,370.05  1,355,502.40   sFT  0.99989942   +0 31 00.7
 AB1452;UTM  14      - 2,968,252.094   662,822.423   MT  0.99992730   +0 44 22.5
 AB1452
 AB1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1452!SPC TX S     -   1.00000339  x   0.99989942  =   0.99990281
 AB1452!UTM  14      -   1.00000339  x   0.99992730  =   0.99993069
 AB1452
 AB1452:                Primary Azimuth Mark                     Grid Az
 AB1452:SPC TX S     -  SWIM                                     000 18 46.4
 AB1452:UTM  14      -  SWIM                                     000 05 24.6
 AB1452
 AB1452|---------------------------------------------------------------------|
 AB1452| PID    Reference Object                     Distance      Geod. Az  |
 AB1452|                                                           dddmmss.s |
 AB1452| AB1453 SWIM                                APPROX. 1.6 KM 0004947.1 |
 AB1452| AB1449 OASIS 1939                          APPROX. 6.5 KM 1740624.0 |
 AB1452|---------------------------------------------------------------------|
 AB1452
 AB1452                          SUPERSEDED SURVEY CONTROL
 AB1452
 AB1452  NAD 83(1986)-  26 49 34.84955(N)    097 21 41.50988(W) AD(       ) 2
 AB1452  NAD 27      -  26 49 33.63900(N)    097 21 40.57900(W) AD(       ) 2
 AB1452
 AB1452.Superseded values are not recommended for survey control.
 AB1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1452.See file dsdata.txt to determine how the superseded data were derived.
 AB1452
 AB1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6282268252(NAD 83)
 AB1452_MARKER: P = PIPE CAP
 AB1452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1452_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1452
 AB1452  HISTORY     - Date     Condition        Report By
 AB1452  HISTORY     - 1939     MONUMENTED       CGS
 AB1452  HISTORY     - 1946     GOOD             SUNOCO
 AB1452  HISTORY     - 1949     GOOD             CGS
 AB1452  HISTORY     - 1958     GOOD             CGS
 AB1452  HISTORY     - 1968     GOOD             CGS
 AB1452  HISTORY     - 1969     GOOD             CGS
 AB1452  HISTORY     - 1979     GOOD             NGS
 AB1452
 AB1452                          STATION DESCRIPTION
 AB1452
 AB1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1452'STATION METEOR IS LOCATED ON PADRE ISLAND ABOUT 59.5 MILES SSW
 AB1452'OF CORPUS CHRISTI PASS AND ABOUT 54 MILES N OF BRAZOA SANTIAGO
 AB1452'PASS.  IT IS ABOUT 0.75 MILE N OF A FISHING SHACK, ABOUT 0.25
 AB1452'MILE W OF THE BEACH, OPPOSITE THE RUINS OF A SHACK, IN A SAND
 AB1452'FLAT SURROUNDED BY LOW GRASS-COVERED DUNES.
 AB1452'
 AB1452'THE STATION IS MARKED BY A STANDARD DISK SCREWED TO THE TOP OF A
 AB1452'3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG, EMBEDDED IN CONCRETE
 AB1452'AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1452'
 AB1452'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1452
 AB1452                          STATION RECOVERY (1946)
 AB1452
 AB1452'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AB1452'THIS MARK WAS UNDISTURBED.  DISTANCE FROM E BEACH IS 1,852 FEET.
 AB1452
 AB1452                          STATION RECOVERY (1949)
 AB1452
 AB1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1452'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AB1452'
 AB1452'LOCATED ON PADRE ISLAND, ABOUT 54.0 MILES S OF CORPUS CHRISTI-PADRE
 AB1452'ISLAND CAUSEWAY.
 AB1452'
 AB1452'TO REACH FROM THE E END OF THE CAUSEWAY, CONTINUE SE TO GULF
 AB1452'MEAN HIGH-WATER LINE, THEN S ALONG THE BEACH ABOUT 27.0 MILES
 AB1452'TO YARBOROUGH PASS (A CUT FROM GULF TO LAGUNA), CONTINUE 26.0
 AB1452'MILES TO THE S SIDE OF A WASH LEADING W, TURN RIGHT AND FOLLOW S
 AB1452'SIDE OF WASH ABOUT 2,000 FEET.  STATION IS 2,050 FEET W OF
 AB1452'MEAN HIGH-WATER LINE, ON A GRASS FLAT, 150 FEET E OF CENTER
 AB1452'OF N-S WASH, ABOUT 250 FEET S OF S EDGE OF WASH E-W, 3 FEET W
 AB1452'OF A 4- BY 4-INCH WOODEN WITNESS POST.
 AB1452'
 AB1452'STATION MARK IS A BRONZE DISK, STAMPED METEOR 1939, SCREWED TO
 AB1452'THE TOP OF A 3-INCH GALVANIZED-IRON PIPE SET IN CONCRETE AND
 AB1452'PROJECTING 12 INCHES ABOVE THE GROUND.
 AB1452
 AB1452                          STATION RECOVERY (1958)
 AB1452
 AB1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 AB1452'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AB1452
 AB1452                          STATION RECOVERY (1968)
 AB1452
 AB1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1452'STATION MARK RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 AB1452'ADEQUATE WITH THE FOLLOWING ADDITIONS--STATION CAN BE REACHED
 AB1452'ONLY BY 4 WHEEL DRIVE VEHICLE.
 AB1452'
 AB1452'TO REACH STATION FROM BOB HALL PIER (ALSO CALLED NUECES COUNTY
 AB1452'PARK PIER), GO SOUTH SOUTHWEST ON BEACH FOR 11.0 MILES TO ROAD
 AB1452'LEADING TO NORTH DISTRICT RANGER HEADQUARTERS, PADRE ISLAND
 AB1452'NATIONAL SEASHORE.  CONTINUE SOUTH SOUTHWEST ON BEACH FOR 33.1
 AB1452'MILES TO BEACH HOUSE ON RIGHT.  CONTINUE SOUTH SOUTHWEST ON
 AB1452'BEACH FOR 11.0 MILES TO BREAK IN DUNES.  TURN RIGHT AND GO WEST
 AB1452'THROUGH DUNES ABOUT 0.25 MILE TO STATION AS PREVIOUSLY
 AB1452'DESCRIBED.
 AB1452'
 AB1452'AT PRESENT A 30 FOOT O STAND, CONSTRUCTED OF 10 INCH DIAMETER
 AB1452'POWER POLES, IS ERECTED OVER THE STATION.
 AB1452
 AB1452                          STATION RECOVERY (1969)
 AB1452
 AB1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1452'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 AB1452'IN GOOD CONDITION.  THE STATION IS UNDER A 35-FOOT TOWER,
 AB1452'CONSTRUCTED OF THREE CREOSOTED PILINGS.  THE TOWER IS VISIBLE
 AB1452'FROM A CONSIDERABLE DISTANCE.
 AB1452'
 AB1452'TO REACH THE STATION FROM THE ENTRANCE TO THE PADRE ISLAND
 AB1452'CAUSEWAY (JUST SOUTH OF THE CORPUS CHRISTI NAVAL AIR STATION),
 AB1452'GO EASTERLY ACROSS THE CAUSEWAY FOR 4.9 MILES TO A JUNCTION OF
 AB1452'PARK ROADS 22 AND 53.  KEEP STRAIGHT AHEAD ON PARK ROAD 53 FOR
 AB1452'15.65 MILES TO THE END OF THE PAVEMENT AT THE GULF BEACH.
 AB1452'TURN RIGHT AND GO SOUTHERLY DOWN THE BEACH FOR 7.0 MILES TO A
 AB1452'SIGN 4-WHEEL DRIVE VEHICLES ONLY BEYOND THIS POINT.  CONTINUE
 AB1452'SOUTHERLY ALONG THE BEACH FOR 8.9 MILES TO YARBOROUGH PASS
 AB1452'(NOW FILLED WITH SAND).  CONTINUE SOUTHERLY ALONG THE BEACH
 AB1452'FOR 3.95 MILES TO A BROAD PASS AND A TRACK ROAD LEADING WEST
 AB1452'OFF THE BEACH.  TURN RIGHT ON THE TRACK ROAD AND GO SOUTHWEST
 AB1452'AND SOUTH FOR 0.8 MILE TO A REVERSE Y-INTERSECTION.  KEEP
 AB1452'STRAIGHT AHEAD, SOUTHERLY, ON THE MAIN TRAVELED ROAD FOR 12.35
 AB1452'MILES TO A POINT WHERE THE ROAD CURVES SOUTHEAST TOWARD
 AB1452'A LONE BEACH CABIN.  TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.6
 AB1452'MILE TO THE BEACH AT THE CABIN.  TURN RIGHT AND FOLLOW ALONG
 AB1452'BEACH FOR 3.5 MILES TO A CUT THROUGH THE DUNE LINE.  CONTINUE
 AB1452'SOUTH ALONG BEACH FOR 3.35 MILES TO A LOW SADDLE ON RIGHT.
 AB1452'CONTINUE SOUTH, DOWN BEACH, FOR 4.35 MILES TO A WATER-FILLED CUT
 AB1452'ON THE RIGHT.  CONTINUE AHEAD, DOWN BEACH, FOR 0.55 MILE TO
 AB1452'A LOW CUT.  TURN RIGHT, THROUGH CUT, AND GO WEST FOR ABOUT
 AB1452'100 YARDS.  THENCE BEAR LEFT AND GO SOUTH-SOUTHWEST
 AB1452'ACROSS COUNTRY FOR 0.5 MILE TO THE LARGE THREE-LEGGED
 AB1452'TOWER AND THE STATION.
 AB1452
 AB1452                          STATION RECOVERY (1979)
 AB1452
 AB1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1452'STATION NOT OCCUPIED.
 AB1452'
 AB1452'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY
 AB1452'L. F. S. IN 1969.
 AB1452'
 AB1452'NO REFERENCE OR AZIMUTH MARKS HAVE BEEN SET AT THIS STATION.
 AB1452'
 AB1452'STATION MARK IS A STANDARD DISK, STAMPED METEOR 1939, ON TOP OF A
 AB1452'3-INCH IRON PIPE THAT PROJECTS ABOUT 12 INCHES.  THERE IS A 3-LEGGED
 AB1452'TOWER (OF CREOSOTED WOOD POLES) ABOUT 35 FEET HIGH OVER THE MARK.
 AB1452'THE TOWER IS VISIBLE FROM THE TOP OF THE SAND DUNES FOR QUITE A
 AB1452'DISTANCE.
 AB1452'
 AB1452'TO REACH FROM THE END OF THE PAVED ROAD (PARK ROAD 22) ABOUT 2 MILES
 AB1452'SOUTH OF THE PADRE ISLAND NATIONAL SEASHORE INFORMATION OFFICE, GO
 AB1452'SOUTH ALONG THE BEACH (NEED 4-WHEEL DRIVE AFTER FIRST 4 OR 5 MILES)
 AB1452'FOR 16 MILES TO YARBOROUGH PASS (NOW FILLED WITH SAND, BUT THERE
 AB1452'IS A SIGN YARBOROUGH PASS) AND A TRACK SAND ROAD RIGHT.  CONTINUE
 AB1452'ALONG THE BEACH FOR 18 MILES TO A CUT THROUGH THE SAND DUNES (FROM
 AB1452'GULF TO BAY).  (WATER IS ABOUT 10 INCHES DEEP AND 10 FEET WIDE
 AB1452'AT HIGH TIDE).  CROSS AND CONTINUE SOUTH ALONG THE BEACH FOR 8.2
 AB1452'MILES TO THE END OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY
 AB1452'ACROSS SAND DUNES AND MARSH FOR ABOUT 0.3 MILE TO THE TOWER AND
 AB1452'STATION.
 AB1452'
 AB1452'A HELICOPTER CAN LAND NEAR THE STATION.
 AB1452'
 AB1452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18-1/2 MILES NNE
 AB1452'OF PORT MANSFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1067 ***********************************************************************
 CS1067  DESIGNATION -  METZGER
 CS1067  PID         -  CS1067
 CS1067  STATE/COUNTY-  TX/DALLAS
 CS1067  USGS QUAD   -  OAK CLIFF (1981)
 CS1067
 CS1067                         *CURRENT SURVEY CONTROL
 CS1067  ___________________________________________________________________
 CS1067* NAD 83(1993)-  32 44 27.03904(N)    096 45 29.26026(W)     ADJUSTED  
 CS1067* NAVD 88     -       125.550  (meters)     411.91   (feet)  ADJUSTED  
 CS1067  ___________________________________________________________________
 CS1067  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 CS1067  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS1067  DYNAMIC HT  -         125.407 (meters)     411.44  (feet)  COMP
 CS1067  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CS1067
 CS1067  HORZ ORDER  -  SECOND
 CS1067  VERT ORDER  -  FIRST     CLASS II
 CS1067
 CS1067.The horizontal coordinates were established by classical geodetic methods
 CS1067.and adjusted by the National Geodetic Survey in February 1996..
 CS1067
 CS1067.The orthometric height was determined by differential leveling
 CS1067.and adjusted by the National Geodetic Survey in June 1991..
 CS1067
 CS1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1067
 CS1067.The geoid height was determined by GEOID03.
 CS1067
 CS1067.The dynamic height is computed by dividing the NAVD 88
 CS1067.geopotential number by the normal gravity value computed on the
 CS1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1067.degrees latitude (g = 980.6199 gals.).
 CS1067
 CS1067.The modeled gravity was interpolated from observed gravity values.
 CS1067
 CS1067;                    North         East     Units Scale Factor Converg.
 CS1067;SPC TXNC     - 2,120,468.739   763,231.892   MT  0.99988724   +0 57 00.0
 CS1067;SPC TXNC     - 6,956,904.52  2,504,036.63   sFT  0.99988724   +0 57 00.0
 CS1067;UTM  14      - 3,624,780.828   710,058.882   MT  1.00014412   +1 12 46.6
 CS1067
 CS1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1067!SPC TXNC     -   0.99998443  x   0.99988724  =   0.99987167
 CS1067!UTM  14      -   0.99998443  x   1.00014412  =   1.00012855
 CS1067
 CS1067|---------------------------------------------------------------------|
 CS1067| PID    Reference Object                     Distance      Geod. Az  |
 CS1067|                                                           dddmmss.s |
 CS1067| CS1068 METZGER RM 1                         80.668 METERS 05059     |
 CS1067| CY1650 METZGER RM 3                         15.530 METERS 09311     |
 CS1067| CS1069 METZGER RM 2                         40.410 METERS 15011     |
 CS1067| AI0729 HONEY RESET                         APPROX. 3.3 KM 1702356.0 |
 CS1067| CS1066 METZGER AZ MK                                      2071726.2 |
 CS1067|---------------------------------------------------------------------|
 CS1067
 CS1067                          SUPERSEDED SURVEY CONTROL
 CS1067
 CS1067  NAD 83(1986)-  32 44 27.04563(N)    096 45 29.24255(W) AD(       ) 2
 CS1067  NAD 27      -  32 44 26.57800(N)    096 45 28.24300(W) AD(       ) 2
 CS1067  NGVD 29 (??/??/92)  125.561  (m)          411.94   (f) ADJ UNCH    1 2
 CS1067
 CS1067.Superseded values are not recommended for survey control.
 CS1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1067.See file dsdata.txt to determine how the superseded data were derived.
 CS1067
 CS1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1005924781(NAD 83)
 CS1067_MARKER: DS = TRIANGULATION STATION DISK
 CS1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1067_STAMPING: METZGER 1947
 CS1067_MARK LOGO: CGS   
 CS1067_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1067+STABILITY: SURFACE MOTION
 CS1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1067+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 CS1067
 CS1067  HISTORY     - Date     Condition        Report By
 CS1067  HISTORY     - 1947     MONUMENTED       CGS
 CS1067  HISTORY     - 1947     GOOD             CGS
 CS1067  HISTORY     - 1953     GOOD             CGS
 CS1067  HISTORY     - 1960     GOOD             CGS
 CS1067  HISTORY     - 1968     GOOD             CGS
 CS1067  HISTORY     - 19830629 GOOD             NGS
 CS1067  HISTORY     - 1986     GOOD             USPSQD
 CS1067  HISTORY     - 20000212 GOOD             USPSQD
 CS1067  HISTORY     - 20051212 GOOD             INDIV
 CS1067
 CS1067                          STATION DESCRIPTION
 CS1067
 CS1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1067'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST FROM THE CENTER
 CS1067'OF DALLAS, 0.6 MILE NORTH OF THE TRINITY RIVER BRIDGE, ALONG
 CS1067'U.S. HIGHWAY NO. 75.  IT IS 52 FEET WEST-NORTHWEST OF THE METZGER
 CS1067'DAIRY STANDPIPE AND 5.5 FEET WEST OF A WITNESS POST.  THE MARK
 CS1067'PROJECTS 4 INCHES AND THE DISK IS STAMPED METZGER 1947.
 CS1067'
 CS1067'REFERENCE MARK NO. 1 IS 264.66 FEET NORTHEAST OF THE STATION, 30
 CS1067'FEET WEST OF THE RAILROAD TRACK AND 3 FEET NORTH OF A POWER
 CS1067'POLE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 CS1067'METZGER NO 1 1947.
 CS1067'
 CS1067'REFERENCE MARK NO. 2 IS 132.58 FEET SOUTH-SOUTHEAST OF THE STATION,
 CS1067'101 FEET SOUTH OF THE STANDPIPE AND 3 FEET NORTH OF A POWER
 CS1067'POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED METZGER
 CS1067'NO. 2 1947.
 CS1067'
 CS1067'AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHWEST OF THE STATION, 0.05
 CS1067'MILE WEST OF U.S. HIGHWAY NO. 75, 44 FEET NORTH OF THE RAILROAD
 CS1067'TRACK, 26 FEET WEST OF A TELEGRAPH POLE, 4 FEET EAST-OF A WITNESS
 CS1067'POST AND 2 FEET SOUTH OF THE FENCELINE.  THE MARK PROJECTS 4
 CS1067'INCHES AND THE DI DISK IS STAMPED METZGER 1947.
 CS1067'
 CS1067'TO REACH FROM THE JUNCTION U.S. HIGHWAY NO. 75 AND ARNOLD STREET
 CS1067'AT THE SOUTH SIDE OFTHE SEARS AND ROEBUCK STORE, GO SOUTHEAST ON
 CS1067'U.S. HIGHWAY NO. 75 FOR 2.9 MILES TO THE METZGER DAIRY STANDPIPE
 CS1067'ON THE LEFT AND STATION.  AZIMUTH REACHED FROM THE STATION BY
 CS1067'GOING SOUTHEAST HIGHWAY 75 FOR 0.15 MILE TO RAILROAD TRACK, TURN
 CS1067'RIGHT ALONG TRACK FOR ABOUT 0.05 MILE.
 CS1067'
 CS1067'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 CS1067
 CS1067                          STATION RECOVERY (1947)
 CS1067
 CS1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS1067'IN DALLAS.
 CS1067'ABOUT 3.7 MILES SOUTHEAST OF THE DALLAS COUNTY COURTHOUSE, ALONG U.S.
 CS1067'HIGHWAY 75, ABOUT 0.1 MILE SOUTH OF THE METZGER DAIRY, 114 FEET EAST
 CS1067'OF THE CENTER LINE OF U.S. HIGHWAY 75, 51 FEET WEST OF THE METZGER
 CS1067'DAIRY STANDPIPE, 5 FEET WEST OF A 4X4 MARKER POST.  A BRONZE
 CS1067'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 CS1067'FLUSH WITH THE GROUND.
 CS1067
 CS1067                          STATION RECOVERY (1953)
 CS1067
 CS1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS1067'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS1067'A BUILDING NEARTHE AZIMUTH MARK OBSTRUCTS THAT LINE TO THE
 CS1067'STATION.  REFERENCE NO. 1 WAS REMOVED AT THE REQUEST OF THE
 CS1067'STATE HIGHWAY DEPT. TO CLEAR NEW HIGHWAY CONSTRUCTION.
 CS1067'
 CS1067'A NEW REFERENCE MARK IS AS FOLLOWS- A STANDARD DISK STAMPED
 CS1067'METZGER 1947 NO. 3 1953 SET IN THE TOP OF THE CONCRETE BASE OF
 CS1067'THE METZGER DAIRY TANK AT THE NORTHWEST SIDE OF THE TANK.  IT IS
 CS1067'ABOUT 1 FOOT FROM THE TANK AND LEVEL WITH THE GROUND.
 CS1067
 CS1067                          STATION RECOVERY (1960)
 CS1067
 CS1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS1067'STATION AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD CONDITION
 CS1067'AS DESCRIBED.  REFERENCE MARK NO. 2 COULD NOT BE LOCATED.
 CS1067'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS1067
 CS1067                          STATION RECOVERY (1968)
 CS1067
 CS1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CS1067'THE STATION MARK, REFERENCE MARKS NO. 2, NO. 3 AND AZIMUTH MARK
 CS1067'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES U.S. HIGHWAY
 CS1067'75 NOW PASSES OVER THE ST. LOUIS SOUTHWESTERN AND NEW ORLEANS
 CS1067'RAILROAD AND IS ABOUT 300 YARDS EAST OF THE STATION SITE.  STATION
 CS1067'IS 0.6 MILE NORTH OF THE TRINITY RIVER BRIDGE, ALONG THE EAST
 CS1067'SIDE OF LAMAR STREET, 52 FEET WEST OF THE METZGER DAIRY
 CS1067'STANDPIPE, AND IS ABOUT 6 INCHES BELOW THE SURFACE OF GROUND.
 CS1067'REFERENCE MARK NO. 2 IS 132.58 FEET SOUTH OF THE STATION AND 101
 CS1067'FEET SOUTH OF THE STANDPIPE.  REFERENCE MARK NO. 3 IS IN THE
 CS1067'CONCRETE BASE OF THE STANDPIPE ABOUT 1 FOOT NORTHWEST OF
 CS1067'THE SIDE.  THE AZIMUTH MARK IS 0.15 MILE SOUTHEAST ALONG LAMAR
 CS1067'STREET, THENCE 355 FEET WEST ALONG THE NORTH SIDE OF RAILROAD,
 CS1067'26 FEET WEST OF THE THIRD TELEGRAPH POLE WEST OF THE STREET, 5
 CS1067'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 6 INCHES NORTH OF A
 CS1067'METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES ABOVE THE
 CS1067'SURFACE OF GROUND.
 CS1067'
 CS1067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 CS1067'MILES SOUTHEAST OF DOWNTOWN DALLAS.
 CS1067
 CS1067                          STATION RECOVERY (1983)
 CS1067
 CS1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 CS1067'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE AZIMUTH
 CS1067'MARK CANNOT SEE FROM THE GROUND.  THERE IS NO PLACE FOR A VG AZIMUTH
 CS1067'MARK.  NO MEASUREMENT WAS MADE BETWEEN THE MARKS DUE TO A BILLBOARD
 CS1067'AND CONCRETE SUPPORTS ON LINE.  THE STATION IS LOCATED ON THE SOUTH
 CS1067'EDGE OF DALLAS ALONG OLD U.S HIGHWAY 75 AND IS NOW CALLED BUSINESS
 CS1067'HIGHWAY 75.  IT IS 6.40 KM (3.95 MI) SOUTHEAST OF DALLAS CENTER, 0.96
 CS1067'KM (0.60 MI) NORTH OF THE TRINITY RIVER AND AT THE METZGER DAIRY
 CS1067'STANDPIPE.  TO REACH THE STATION FROM LOOP 12 AND U.S BUSINESS HIGHWAY
 CS1067'75, GO NORTH ON BUSINESS 75 FOR 7.52 KM (4.65 MI) TO THE TRINITY
 CS1067'RIVER, CONTINUE NORTH ON THE MAIN HIGHWAY FOR 0.96 KM (0.60 MI) TO THE
 CS1067'METZGER DAIRY STANDPIPE ON THE LEFT AND THE STATION AT THE STANDPIPE.
 CS1067'STATION MARK, STAMPED---METZGER 1947---, IS A STANDARD DISK SET IN THE
 CS1067'TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 45.7
 CS1067'METERS (149.9 FT) WEST OF THE SOUTH LANE OF BUSINESS 75, 18.59 METERS
 CS1067'(60.99 FT) WEST OF THE FENCE AND 15.85 METERS (52.00 FT)
 CS1067'WEST-NORTHWEST OF THE STANDPIPE.  REFERENCE MARK 2, STAMPED---METZGER
 CS1067'NO 2 1947---, IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 CS1067'MONUMENT FLUSH WITH THE GROUND.  IT IS 30.48 METERS (100.00 FT) SOUTH
 CS1067'OF THE STANDPIPE, 1.83 METERS (6.00 FT) WEST OF A CHAIN LINK FENCE AND
 CS1067'IN THE CENTER OF A THICK MAT OF VINES. REFERENCE MARK 3,
 CS1067'STAMPED---METZGER 1947 NO 3 1953---, IS A STANDARD DISK SET IN THE
 CS1067'CONCRETE BASE OF THE STANDPIPE WHICH PROJECTS 10 CM AND IS ON THE
 CS1067'NORTHWEST SIDE 0.30 METER (0.98 FT) NORTHWEST OF THE TANK.  AZIMUTH
 CS1067'MARK, STAMPED---METZGER 1947---, IS A STANDARD DISK SET IN THE TOP OF
 CS1067'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS ABOUT 76.2
 CS1067'METERS (250.0 FT) WEST OF THE CENTER OF THE OLD HIGHWAY, 13.41 METERS
 CS1067'(44.00 FT) NORTH OF A SPUR RAILROAD TRACK AND 0.61 METER (2.00 FT)
 CS1067'SOUTH OF AN OLD FENCE BEHIND A SMALL BUILDING 6.10 METERS (20.01 FT)
 CS1067'NORTHWEST OF THE NORTHWEST CORNER.  TO REACH THE AZIMUTH MARK FROM THE
 CS1067'STATION, GO SOUTHEAST ON THE OLD ROAD FOR 0.24 KM (0.15 MI) TO A
 CS1067'RAILROAD TRACK AND THE MARK 76 METERS (249.3 FT) TO THE WEST.
 CS1067
 CS1067                          STATION RECOVERY (1986)
 CS1067
 CS1067'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CS1067'RECOVERED IN GOOD CONDITION.
 CS1067
 CS1067                          STATION RECOVERY (2000)
 CS1067
 CS1067'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1067'RECOVERED IN GOOD CONDITION.
 CS1067
 CS1067                          STATION RECOVERY (2005)
 CS1067
 CS1067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MBD)
 CS1067'STATION IS NOW BURIED ABOUT 1.5 FEET BELOW SURROUNDING GROUND, CHECKS
 CS1067'GOOD X,Y AND Z WITH TXDOT DALLAS CORS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1066 ***********************************************************************
 CS1066  DESIGNATION -  METZGER AZ MK
 CS1066  PID         -  CS1066
 CS1066  STATE/COUNTY-  TX/DALLAS
 CS1066  USGS QUAD   -  OAK CLIFF (1981)
 CS1066
 CS1066                         *CURRENT SURVEY CONTROL
 CS1066  ___________________________________________________________________
 CS1066* NAD 83(1986)-  32 44 18.     (N)    096 45 34.     (W)     SCALED    
 CS1066* NAVD 88     -       124.618  (meters)     408.85   (feet)  ADJUSTED  
 CS1066  ___________________________________________________________________
 CS1066  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS1066  DYNAMIC HT  -         124.476 (meters)     408.38  (feet)  COMP
 CS1066  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CS1066
 CS1066  VERT ORDER  -  FIRST     CLASS II
 CS1066
 CS1066.The horizontal coordinates were scaled from a topographic map and have
 CS1066.an estimated accuracy of +/- 6 seconds.
 CS1066
 CS1066.The orthometric height was determined by differential leveling
 CS1066.and adjusted by the National Geodetic Survey in June 1991..
 CS1066
 CS1066.The geoid height was determined by GEOID03.
 CS1066
 CS1066.The dynamic height is computed by dividing the NAVD 88
 CS1066.geopotential number by the normal gravity value computed on the
 CS1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1066.degrees latitude (g = 980.6199 gals.).
 CS1066
 CS1066.The modeled gravity was interpolated from observed gravity values.
 CS1066
 CS1066;                    North         East    Units  Estimated Accuracy
 CS1066;SPC TXNC     - 2,120,190.      763,110.      MT  (+/- 180 meters Scaled)
 CS1066
 CS1066                          SUPERSEDED SURVEY CONTROL
 CS1066
 CS1066  NGVD 29 (??/??/92)  124.630  (m)          408.89   (f) ADJ UNCH    1 2
 CS1066
 CS1066.Superseded values are not recommended for survey control.
 CS1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1066.See file dsdata.txt to determine how the superseded data were derived.
 CS1066
 CS1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB099245(NAD 83)
 CS1066_MARKER: DZ = AZIMUTH MARK DISK
 CS1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1066_STAMPING: METZGER 1947
 CS1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1066+STABILITY: SURFACE MOTION
 CS1066
 CS1066  HISTORY     - Date     Condition        Report By
 CS1066  HISTORY     - 1947     MONUMENTED       CGS
 CS1066  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CS1066
 CS1066                          STATION DESCRIPTION
 CS1066
 CS1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1066'IN DALLAS.
 CS1066'ABOUT 3.9 MILES SOUTHEAST OF THE DALLAS COUNTY COURTHOUSE, ALONG U.S.
 CS1066'HIGHWAY 75, ABOUT 0.3 MILE SOUTH OF THE METZGER DAIRY, AT THE CROSSING
 CS1066'OF THE BELT LINE RAILROAD, 330 FEET WEST OF THE CENTER LINE OF U.S.
 CS1066'HIGHWAY 75, 45 FEET NORTH OF THE CENTER LINE OF THE BELT LINE
 CS1066'RAILROAD, 5 FEET EAST OF A 4X4 MARKER POST, 3 FEET SOUTH OF A FENCE. A
 CS1066'BRONZE AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 CS1066'FLUSH WITH THE GROUND.
 CS1066
 CS1066                          STATION RECOVERY (1986)
 CS1066
 CS1066'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CS1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1068 ***********************************************************************
 CS1068  DESIGNATION -  METZGER RM 1
 CS1068  PID         -  CS1068
 CS1068  STATE/COUNTY-  TX/DALLAS
 CS1068  USGS QUAD   -  OAK CLIFF (1981)
 CS1068
 CS1068                         *CURRENT SURVEY CONTROL
 CS1068  ___________________________________________________________________
 CS1068* NAD 83(1986)-  32 44 26.     (N)    096 45 29.     (W)     SCALED    
 CS1068* NAVD 88     -       125.359  (meters)     411.28   (feet)  ADJUSTED  
 CS1068  ___________________________________________________________________
 CS1068  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS1068  DYNAMIC HT  -         125.216 (meters)     410.81  (feet)  COMP
 CS1068  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CS1068
 CS1068  VERT ORDER  -  FIRST     CLASS II
 CS1068
 CS1068.The horizontal coordinates were scaled from a topographic map and have
 CS1068.an estimated accuracy of +/- 6 seconds.
 CS1068
 CS1068.The orthometric height was determined by differential leveling
 CS1068.and adjusted by the National Geodetic Survey in June 1991..
 CS1068
 CS1068.The geoid height was determined by GEOID03.
 CS1068
 CS1068.The dynamic height is computed by dividing the NAVD 88
 CS1068.geopotential number by the normal gravity value computed on the
 CS1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1068.degrees latitude (g = 980.6199 gals.).
 CS1068
 CS1068.The modeled gravity was interpolated from observed gravity values.
 CS1068
 CS1068;                    North         East    Units  Estimated Accuracy
 CS1068;SPC TXNC     - 2,120,440.      763,240.      MT  (+/- 180 meters Scaled)
 CS1068
 CS1068                          SUPERSEDED SURVEY CONTROL
 CS1068
 CS1068  NGVD 29 (??/??/92)  125.370  (m)          411.32   (f) ADJ UNCH    1 2
 CS1068
 CS1068.Superseded values are not recommended for survey control.
 CS1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1068.See file dsdata.txt to determine how the superseded data were derived.
 CS1068
 CS1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB100247(NAD 83)
 CS1068_MARKER: DR = REFERENCE MARK DISK
 CS1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1068_STAMPING: METZGER NO 1 1947
 CS1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1068+STABILITY: SURFACE MOTION
 CS1068
 CS1068  HISTORY     - Date     Condition        Report By
 CS1068  HISTORY     - 1947     MONUMENTED       CGS
 CS1068  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1068
 CS1068                          STATION DESCRIPTION
 CS1068
 CS1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1068'IN DALLAS.
 CS1068'ABOUT 3.7 MILES SOUTHEAST OF THE DALLAS COUNTY COURTHOUSE, ALONG U.S.
 CS1068'HIGHWAY 75, ABOUT 0.1 MILE SOUTH OF THE METZGER DAIRY, 345 FEET EAST
 CS1068'OF THE CENTER LINE OF U.S. HIGHWAY 75, 204 FEET NORTHEAST OF THE
 CS1068'METZGER DAIRY STANDPIPE, 30 FEET WEST OF THE CENTER LINE OF THE
 CS1068'SOUTHERN PACIFIC RAILROAD, 4 FEET NORTH OF A TELEGRAPH POLE.  A BRONZE
 CS1068'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 CS1068'INCHES ABOVE THE GROUND.
 CS1068
 CS1068                          STATION RECOVERY (2000)
 CS1068
 CS1068'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1069 ***********************************************************************
 CS1069  DESIGNATION -  METZGER RM 2
 CS1069  PID         -  CS1069
 CS1069  STATE/COUNTY-  TX/DALLAS
 CS1069  USGS QUAD   -  OAK CLIFF (1981)
 CS1069
 CS1069                         *CURRENT SURVEY CONTROL
 CS1069  ___________________________________________________________________
 CS1069* NAD 83(1986)-  32 44 26.     (N)    096 45 29.     (W)     SCALED    
 CS1069* NAVD 88     -       125.286  (meters)     411.04   (feet)  ADJUSTED  
 CS1069  ___________________________________________________________________
 CS1069  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS1069  DYNAMIC HT  -         125.143 (meters)     410.57  (feet)  COMP
 CS1069  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CS1069
 CS1069  VERT ORDER  -  FIRST     CLASS II
 CS1069
 CS1069.The horizontal coordinates were scaled from a topographic map and have
 CS1069.an estimated accuracy of +/- 6 seconds.
 CS1069
 CS1069.The orthometric height was determined by differential leveling
 CS1069.and adjusted by the National Geodetic Survey in June 1991..
 CS1069
 CS1069.The geoid height was determined by GEOID03.
 CS1069
 CS1069.The dynamic height is computed by dividing the NAVD 88
 CS1069.geopotential number by the normal gravity value computed on the
 CS1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1069.degrees latitude (g = 980.6199 gals.).
 CS1069
 CS1069.The modeled gravity was interpolated from observed gravity values.
 CS1069
 CS1069;                    North         East    Units  Estimated Accuracy
 CS1069;SPC TXNC     - 2,120,440.      763,240.      MT  (+/- 180 meters Scaled)
 CS1069
 CS1069                          SUPERSEDED SURVEY CONTROL
 CS1069
 CS1069  NGVD 29 (??/??/92)  125.297  (m)          411.08   (f) ADJ UNCH    1 2
 CS1069
 CS1069.Superseded values are not recommended for survey control.
 CS1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1069.See file dsdata.txt to determine how the superseded data were derived.
 CS1069
 CS1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB100247(NAD 83)
 CS1069_MARKER: DR = REFERENCE MARK DISK
 CS1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1069_STAMPING: METZGER NO 2 1947
 CS1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1069+STABILITY: SURFACE MOTION
 CS1069
 CS1069  HISTORY     - Date     Condition        Report By
 CS1069  HISTORY     - 1947     MONUMENTED       CGS
 CS1069  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CS1069  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1069
 CS1069                          STATION DESCRIPTION
 CS1069
 CS1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1069'IN DALLAS.
 CS1069'ABOUT 3.7 MILES SOUTHEAST OF THE DALLAS COUNTY COURTHOUSE, ALONG U.S.
 CS1069'HIGHWAY 75, ABOUT 0.1 MILE SOUTH OF THE METZGER DAIRY, 177 FEET EAST
 CS1069'OF THE CENTER LINE OF U.S. HIGHWAY 75, 66 FEET SOUTH OF THE STANDPIPE
 CS1069'AT THE METZGER DAIRY, 3 FEET NORTH OF A POWER POLE.  A BRONZE
 CS1069'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 CS1069'INCHES ABOVE THE GROUND.
 CS1069
 CS1069                          STATION RECOVERY (1986)
 CS1069
 CS1069'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CS1069'MARK NOT FOUND.
 CS1069
 CS1069                          STATION RECOVERY (2000)
 CS1069
 CS1069'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0659 ***********************************************************************
 BN0659  DESIGNATION -  MEUSEBACH
 BN0659  PID         -  BN0659
 BN0659  STATE/COUNTY-  TX/GILLESPIE
 BN0659  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0659
 BN0659                         *CURRENT SURVEY CONTROL
 BN0659  ___________________________________________________________________
 BN0659* NAD 83(1993)-  30 09 11.21297(N)    098 53 55.65713(W)     ADJUSTED  
 BN0659* NAVD 88     -       600.     (meters)    1968.     (feet)  SCALED    
 BN0659  ___________________________________________________________________
 BN0659  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 BN0659  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BN0659
 BN0659  HORZ ORDER  -  SECOND
 BN0659
 BN0659.The horizontal coordinates were established by classical geodetic methods
 BN0659.and adjusted by the National Geodetic Survey in February 1996..
 BN0659
 BN0659.The orthometric height was scaled from a topographic map.
 BN0659
 BN0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0659
 BN0659.The geoid height was determined by GEOID03.
 BN0659
 BN0659;                    North         East     Units Scale Factor Converg.
 BN0659;SPC TX C     - 3,054,817.778   838,195.275   MT  0.99999047   +0 44 19.9
 BN0659;SPC TX C     -10,022,347.99  2,749,979.00   sFT  0.99999047   +0 44 19.9
 BN0659;SPC TXSC     - 4,257,105.683   609,749.656   MT  0.99996498   +0 02 58.5
 BN0659;SPC TXSC     -13,966,854.23  2,000,487.00   sFT  0.99996498   +0 02 58.5
 BN0659;UTM  14      - 3,335,756.225   509,746.102   MT  0.99960117   +0 03 03.0
 BN0659
 BN0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0659!SPC TX C     -   0.99990928  x   0.99999047  =   0.99989975
 BN0659!SPC TXSC     -   0.99990928  x   0.99996498  =   0.99987426
 BN0659!UTM  14      -   0.99990928  x   0.99960117  =   0.99951048
 BN0659
 BN0659|---------------------------------------------------------------------|
 BN0659| PID    Reference Object                     Distance      Geod. Az  |
 BN0659|                                                           dddmmss.s |
 BN0659| CV4804 MEUSEBACH 2 AZ MK                                  02653     |
 BN0659| CV4801 MEUSEBACH AZ MK                                    0312600.4 |
 BN0659| CV4802 MEUSEBACH RM 1                       15.119 METERS 21214     |
 BN0659| CV4803 MEUSEBACH RM 2                       25.262 METERS 31725     |
 BN0659|---------------------------------------------------------------------|
 BN0659
 BN0659                          SUPERSEDED SURVEY CONTROL
 BN0659
 BN0659  NAD 83(1986)-  30 09 11.22189(N)    098 53 55.64308(W) AD(       ) 2
 BN0659  NAD 27      -  30 09 10.47980(N)    098 53 54.49610(W) AD(       ) 2
 BN0659
 BN0659.Superseded values are not recommended for survey control.
 BN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0659.See file dsdata.txt to determine how the superseded data were derived.
 BN0659
 BN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0974635756(NAD 83)
 BN0659_MARKER: DS = TRIANGULATION STATION DISK
 BN0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0659
 BN0659  HISTORY     - Date     Condition        Report By
 BN0659  HISTORY     - 1956     MONUMENTED       CGS
 BN0659  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BN0659  HISTORY     - 19930731 MARK NOT FOUND   USPSQD
 BN0659
 BN0659                          STATION DESCRIPTION
 BN0659
 BN0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0659'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHWEST OF FREDERICKSBURG,
 BN0659'1 MILE NORTH OF THE GILLESPIE-KENDALL COUNTY LINE AND ON THE
 BN0659'RIGHT-OF-WAY OF U.S. HIGHWAY 87.  IT IS 47 FEET SOUTHEAST OF THE
 BN0659'CENTER OF THE HIGHWAY AND 4 FEET SOUTH OF A 4 IN X 4 IN WHITE
 BN0659'WITNESS POST.
 BN0659'
 BN0659'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND
 BN0659'290 IN THE SOUTHEAST PART OF FREDERICKSBURG, GO SOUTH ON HIGHWAY
 BN0659'87 FOR 8.45 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BN0659'ON THE HIGHWAY SOUTHEASTERLY FOR 0.3 MILE TO THE STATION ON
 BN0659'THE LEFT.
 BN0659'
 BN0659'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0659'MEUSEBACH 1956.
 BN0659'
 BN0659'REFERENCE MARK 1 IS 43 FEET SOUTHEAST OF THE CENTER OF THE
 BN0659'HIGHWAY AND 7 FEET SOUTHWEST OF A FENCE.  THE MARK PROJECTS 6
 BN0659'INCHES, AND THE DISK IS STAMPED MEUSEBACH NO 1 1956.
 BN0659'
 BN0659'REFERENCE MARK 2 IS 37 FEET NORTHWEST OF THE CENTER OF THE
 BN0659'HIGHWAY AND 14 FEET SOUTHEAST OF A FENCE.  THE MARK PROJECTS 6
 BN0659'INCHES, AND THE DISK IS STAMPED MEUSEBACH NO 2 1956.
 BN0659'
 BN0659'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF THE CENTER OF THE
 BN0659'HIGHWAY AND 2 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0659'THE MARK PROJECTS ABOUT 2 FEET, AND THE DISK IS STAMPED MEUSEBACH
 BN0659'1956.
 BN0659'
 BN0659'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BN0659
 BN0659                          STATION RECOVERY (1956)
 BN0659
 BN0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0659'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 BN0659'UPON REQUEST OF THE TEXAS HIGHWAY DEPARTMENT MEUSEBACH 2 WAS
 BN0659'ESTABLISHED FROM MEUSEBACH 1956.  ALL MARKS AT MEUSEBACH 1956
 BN0659'WERE THEN DESTROYED.  (SEE DESCRIPTION FOR MEUSEBACH 2 1956).
 BN0659
 BN0659                          STATION RECOVERY (1993)
 BN0659
 BN0659'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0662 ***********************************************************************
 BN0662  DESIGNATION -  MEUSEBACH 2
 BN0662  PID         -  BN0662
 BN0662  STATE/COUNTY-  TX/GILLESPIE
 BN0662  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0662
 BN0662                         *CURRENT SURVEY CONTROL
 BN0662  ___________________________________________________________________
 BN0662* NAD 83(1993)-  30 09 10.76194(N)    098 53 54.66247(W)     ADJUSTED  
 BN0662* NAVD 88     -       600.     (meters)    1968.     (feet)  SCALED    
 BN0662  ___________________________________________________________________
 BN0662  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 BN0662  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BN0662
 BN0662  HORZ ORDER  -  SECOND
 BN0662
 BN0662.The horizontal coordinates were established by classical geodetic methods
 BN0662.and adjusted by the National Geodetic Survey in February 1996..
 BN0662
 BN0662.The orthometric height was scaled from a topographic map.
 BN0662
 BN0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0662
 BN0662.The geoid height was determined by GEOID03.
 BN0662
 BN0662;                    North         East     Units Scale Factor Converg.
 BN0662;SPC TX C     - 3,054,804.234   838,222.069   MT  0.99999050   +0 44 20.5
 BN0662;SPC TX C     -10,022,303.56  2,750,066.90   sFT  0.99999050   +0 44 20.5
 BN0662;SPC TXSC     - 4,257,091.818   609,776.285   MT  0.99996495   +0 02 59.0
 BN0662;SPC TXSC     -13,966,808.74  2,000,574.36   sFT  0.99996495   +0 02 59.0
 BN0662;UTM  14      - 3,335,742.365   509,772.721   MT  0.99960118   +0 03 03.5
 BN0662
 BN0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0662!SPC TX C     -   0.99990928  x   0.99999050  =   0.99989978
 BN0662!SPC TXSC     -   0.99990928  x   0.99996495  =   0.99987423
 BN0662!UTM  14      -   0.99990928  x   0.99960118  =   0.99951049
 BN0662
 BN0662:                Primary Azimuth Mark                     Grid Az
 BN0662:SPC TX C     -  MEUSEBACH 2 AZ MK                        022 47 18.8
 BN0662:SPC TXSC     -  MEUSEBACH 2 AZ MK                        023 28 40.3
 BN0662:UTM  14      -  MEUSEBACH 2 AZ MK                        023 28 35.8
 BN0662
 BN0662|---------------------------------------------------------------------|
 BN0662| PID    Reference Object                     Distance      Geod. Az  |
 BN0662|                                                           dddmmss.s |
 BN0662| CV4804 MEUSEBACH 2 AZ MK                                  0233139.3 |
 BN0662| CV4805 MEUSEBACH 2 RM 3                     21.989 METERS 03748     |
 BN0662| CV4806 MEUSEBACH 2 RM 4                     17.814 METERS 15025     |
 BN0662| BN0659 MEUSEBACH                            30.023 METERS 29733     |
 BN0662|---------------------------------------------------------------------|
 BN0662
 BN0662                          SUPERSEDED SURVEY CONTROL
 BN0662
 BN0662  NAD 83(1986)-  30 09 10.77086(N)    098 53 54.64843(W) AD(       ) 2
 BN0662  NAD 27      -  30 09 10.02870(N)    098 53 53.50150(W) AD(       ) 2
 BN0662
 BN0662.Superseded values are not recommended for survey control.
 BN0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0662.See file dsdata.txt to determine how the superseded data were derived.
 BN0662
 BN0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0977335742(NAD 83)
 BN0662_MARKER: DS = TRIANGULATION STATION DISK
 BN0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0662
 BN0662  HISTORY     - Date     Condition        Report By
 BN0662  HISTORY     - 1956     MONUMENTED       CGS
 BN0662  HISTORY     - 1965     GOOD             BGAS
 BN0662  HISTORY     - 19930731 MARK NOT FOUND   USPSQD
 BN0662
 BN0662                          STATION DESCRIPTION
 BN0662
 BN0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0662'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF
 BN0662'FREDERICKSBURG, 1 MILE NORTH OF THE GILLESPIE-KENDALL COUNTY
 BN0662'LINE, 141 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 87, 92
 BN0662'FEET EAST OF A WIRE FENCE, AND 5 FEET NORTHWEST OF A WHITE
 BN0662'4 IN X 4 IN WITNESS POST.
 BN0662'
 BN0662'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND
 BN0662'290 IN THE SOUTHEAST PART OF FREDERICKSBURG, GO SOUTH ON U.S.
 BN0662'HIGHWAY 87 FOR 8.45 MILES TO THE AZIMUTH ON THE RIGHT, CONTINUE
 BN0662'SOUTHERLY ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE
 BN0662'LEFT.
 BN0662'
 BN0662'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 BN0662'AND THE DISK IS STAMPED MEUSEBACH 2 1956.
 BN0662'
 BN0662'REFERENCE MARK 3 IS 105 FEET EAST OF THE WIRE FENCE.  THE MARK
 BN0662'IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 BN0662'BEDROCK.  THE ROCK IS FLUSH WITH THE SURFACE OF THE GROUND,
 BN0662'AND THE DISK IS STAMPED MEUSEBACH 2 NO 3 1956.
 BN0662'
 BN0662'REFERENCE MARK 4 IS 54 FEET SOUTH-SOUTHEAST OF THE WHITE 4 IN
 BN0662'X 4 IN WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF
 BN0662'THE GROUND, AND THE DISK IS STAMPED MEUSEBACH 2 NO 4 1956.
 BN0662'
 BN0662'THE AZIMUTH MARK IS 103 FEET WEST OF THE CENTER OF THE HIGHWAY,
 BN0662'52 FEET WEST OF A WIRE FENCE, AND 2 FEET SOUTH OF A WHITE 4 IN
 BN0662'X 4 IN WITNESS POST.  THE MARK IS A STANDARD DISK SET IN CEMENT
 BN0662'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE ROCK IS FLUSH
 BN0662'WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED MEUSEBACH
 BN0662'2 1956.
 BN0662'
 BN0662'NOTE--IN THE NEAR FUTURE THE HIGHWAY IS TO BE MADE WIDER NEAR
 BN0662'THE STATION SITE.  AFTER THE CONSTRUCTION IS COMPLETED IT IS
 BN0662'POSSIBLE THAT THE ABOVE DISTANCES TO THE HIGHWAY CENTERLINE AND
 BN0662'TO THE FENCE LINE WOULD NOT BE CORRECT.
 BN0662
 BN0662                          STATION RECOVERY (1965)
 BN0662
 BN0662'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 BN0662'STATION WAS VISITED JULY 28 AND ALL MARKS WERE FOUND IN GOOD
 BN0662'CONDITION.
 BN0662'
 BN0662'THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE WITNESS POSTS HAVE
 BN0662'ROTTED OUT AND NO LONGER EXIST.
 BN0662
 BN0662                          STATION RECOVERY (1993)
 BN0662
 BN0662'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0978 ***********************************************************************
 CB0978  DESIGNATION -  MEX
 CB0978  PID         -  CB0978
 CB0978  STATE/COUNTY-  TX/CROCKETT
 CB0978  USGS QUAD   -  RANKIN SE (1970)
 CB0978
 CB0978                         *CURRENT SURVEY CONTROL
 CB0978  ___________________________________________________________________
 CB0978* NAD 83(1993)-  31 01 21.41360(N)    101 45 12.93436(W)     ADJUSTED  
 CB0978* NAVD 88     -       877.3    (meters)    2878.     (feet)  VERTCON   
 CB0978  ___________________________________________________________________
 CB0978  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CB0978  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CB0978
 CB0978  HORZ ORDER  -  FIRST
 CB0978
 CB0978.The horizontal coordinates were established by classical geodetic methods
 CB0978.and adjusted by the National Geodetic Survey in February 1996..
 CB0978
 CB0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0978
 CB0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0978
 CB0978.The geoid height was determined by GEOID03.
 CB0978
 CB0978;                    North         East     Units Scale Factor Converg.
 CB0978;SPC TX C     - 3,151,179.175   564,410.892   MT  0.99988181   -0 43 53.5
 CB0978;SPC TX C     -10,338,493.68  1,851,738.07   sFT  0.99988181   -0 43 53.5
 CB0978;UTM  14      - 3,435,365.142   237,139.608   MT  1.00045239   -1 25 11.8
 CB0978
 CB0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0978!SPC TX C     -   0.99986599  x   0.99988181  =   0.99974782
 CB0978!UTM  14      -   0.99986599  x   1.00045239  =   1.00031832
 CB0978
 CB0978:                Primary Azimuth Mark                     Grid Az
 CB0978:SPC TX C     -  HUMBLE OIL REFINERY WATER TK             035 48 57.4
 CB0978:UTM  14      -  HUMBLE OIL REFINERY WATER TK             036 30 15.7
 CB0978
 CB0978|---------------------------------------------------------------------|
 CB0978| PID    Reference Object                     Distance      Geod. Az  |
 CB0978|                                                           dddmmss.s |
 CB0978| CB0972 HUMBLE OIL REFINERY WATER TK        APPROX.16.2 KM 0350503.9 |
 CB0978| BO0549 WINDMILL NW OF STA WORLD            APPROX.11.9 KM 1115010.1 |
 CB0978| CB0979 MEX RM 1                             29.972 METERS 14503     |
 CB0978| CH9026 MEX RM 2                             28.824 METERS 21714     |
 CB0978| CB0976 WINDMILL SW OF STA MEX USGS         APPROX. 2.1 KM 2522254.0 |
 CB0978| CH9024 MEX AZ MK                                          2522255.3 |
 CB0978| CH9025 MEX RM 1                             21.505 METERS 34510     |
 CB0978|---------------------------------------------------------------------|
 CB0978
 CB0978                          SUPERSEDED SURVEY CONTROL
 CB0978
 CB0978  NAD 83(1986)-  31 01 21.42492(N)    101 45 12.92048(W) AD(       ) 1
 CB0978  NAD 27      -  31 01 20.85600(N)    101 45 11.47200(W) AD(       ) 1
 CB0978  NGVD 29 (07/19/86)  877.0    (m)         2877.     (f) VERT ANG       
 CB0978
 CB0978.Superseded values are not recommended for survey control.
 CB0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0978.See file dsdata.txt to determine how the superseded data were derived.
 CB0978
 CB0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV3714035365(NAD 83)
 CB0978_MARKER: B = BOLT
 CB0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0978
 CB0978  HISTORY     - Date     Condition        Report By
 CB0978  HISTORY     - 1919     MONUMENTED       USGS
 CB0978  HISTORY     - 1943     GOOD             USGS
 CB0978  HISTORY     - 1968     GOOD             CGS
 CB0978
 CB0978                          STATION DESCRIPTION
 CB0978
 CB0978'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 CB0978'TO REACH FROM BIG LAKE, GO W. 4.1 MI. FROM STOP LIGHT IN BIG LAKE, TO
 CB0978'RANCH RD. 1676, GO SOUTH ALONG 1676 FOR 13.3 MI. TO A Y-RD., GO RIGHT
 CB0978'ON SURFACED RD., 2.9 MI. TO A Y-RD., KEEP RIGHT 2.7 MI. TO A Y-RD.,
 CB0978'CONTINUE ON LEFT FORK 1.4 MI. TO A Y-RD. GO ON LEFT FORK 1.1 MI. TO
 CB0978'Y-RD. TO WAYNE HARRIS RANCH.
 CB0978'
 CB0978'GO RIGHT 2.1 MI. TO A Y-RD. GO RIGHT 1.9 MI. TO WAYNE HARRIS RANCH
 CB0978'HEADQUARTERS, PROCEED WESTWARD ALONG BLADED RD. 1.8 MI. TO PIKES PEAK
 CB0978'WINDMILL ON TOP, TURN RIGHT AND FOLLOW RD. ALONG TOP OF RIDGE EASTWARD
 CB0978'ABOUT 1 MI., STATION IS LEFT OF RD. ABOUT 90 FT. W. OF FENCE.
 CB0978'
 CB0978'REFERENCE MARKS - NONE.
 CB0978
 CB0978                          STATION RECOVERY (1943)
 CB0978
 CB0978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943 (EHB)
 CB0978'STATION IS LOCATED 14 MILES SOUTHEAST OF RANKIN, BY AIRLINE, AND
 CB0978'16 MILES SOUTHWEST OF BIG LAKE BY AIRLINE, AND 26 MILES
 CB0978'NORTH-NORTHEAST OF SHEFFIELD BY AIRLINE.
 CB0978'
 CB0978'TO REACH FROM RANKIN GO EAST ON U.S. 67 FROM THE STOP LIGHT
 CB0978'18.4 MILES TO A CONOCO SERVICE STATION ON THE RIGHT IN THE
 CB0978'VILLAGE OF BEST.  CONTINUE EAST ON U.S. 67 FOR 5.05 MILES TO
 CB0978'A GRAVEL T ROAD RIGHT AT SIGN HUMBLE PIPE LINE CO.  (THIS ROAD
 CB0978'CAN BE REACHED FROM THE EAST BY GOING WEST ON U.S. 67 FROM
 CB0978'THE STOP LIGHT IN BIG LAKE FOR 4.1 MILES) TURN SOUTH AND GO 0.85
 CB0978'MILES TO A T-INTERSECTION JUST BEYOND THE RAILROAD.  TURN RIGHT
 CB0978'AND GO 1.15 MILES TO A GRAVEL T-ROAD LEFT.  TURN LEFT AS PER
 CB0978'SIGN, HARRIS RANCH 18 MILES, AND FOLLOW MAIN ROAD SOUTHERLY
 CB0978'FOR 12.3 MILES TO A CATTLE GUARD AT ENTRANCE TO THE POWELL OIL
 CB0978'FIELD.  TAKE RIGHT FORK JUST BEYOND THE GUARD AND FOLLOW
 CB0978'MAIN ROAD FOR 0.5 MILE TO A CATTLE GUARD.  CROSS GUARD AND
 CB0978'CONTINUE FOR 1.5 MILES TO ANOTHER GUARD WITH THE NAME FRANK
 CB0978'HARRIS ON A BOARD ON THE LEFT SIDE.  CROSS GUARD AND FOLLOW
 CB0978'MAIN TRAVELED BLADED ROAD SOUTHWESTERLY FOR 4.0 MILES TO
 CB0978'FORK AND SIGN 12 MILE CAMP, RIGHT FORK GOES TO THE
 CB0978'HARRIS RANCH HEADQUARTERS.  KEY FOR LOCKED GATE MAY BE OBTAINED
 CB0978'FROM MR. J.S. WEBB, FOREMAN, AT RANCH HEADQUARTERS.  DISTANCE
 CB0978'FROM HERE TO RANCH HEADQUARTERS IS ABOUT 1 MILE.  TAKE LEFT
 CB0978'FORK FOR 1.2 MILES TO A TRACK ROAD LEADING RIGHT OR STRAIGHT
 CB0978'AHEAD WHERE THE MAIN ROAD CURVES TO THE LEFT.  BEAR RIGHT
 CB0978'AND FOLLOW TRACK ROAD WESTERLY FOR 2.4 MILES TO A BOARD
 CB0978'GATE ABOUT 0.15 MILES SOUTH OF A WINDMILL AND TANK.  THIS
 CB0978'GATE WILL PROBABLY BE LOCKED.  PASS THROUGH GATE FOR 0.15
 CB0978'MILE TO ANOTHER BOARD GATE ABOUT 100 YARDS WEST OF WINDMILL.
 CB0978'PASS THROUGH GATE AND CONTINUE 0.4 MILE TO FORKS.  THENCE LEFT
 CB0978'FORK FOR 0.35 MILE TO POINT WHERE THE ROAD TURNS LEFT
 CB0978'AROUND FENCE CORNER ON LEFT.  TURN LEFT AND FOLLOW MAIN
 CB0978'TRACK NORTHWESTERLY FOR 3.1 MILES TO A BOARD GATE AND A
 CB0978'TELEPHONE LINE PARALLELING THE FENCE LINE.  PASS THROUGH GATE
 CB0978'AND CONTINUE 0.95 MILE TO A DIM DIAGONAL CROSSROADS ABOUT 100
 CB0978'YARDS SOUTH OF A WINDMILL AND TANK.  THE WALLS OF AN OLD STONE
 CB0978'BUILDING ARE ABOUT 150 YARDS EAST OF THE WINDMILL.  THE ROAD
 CB0978'IS ALMOST COMPLETELY OBLITERATED, BUT IS PLAINLY VISIBLE AT
 CB0978'A DISTANCE OF ABOUT 200 YARDS SOUTH OF THE MILL.  FROM THIS
 CB0978'POINT FOLLOW TRACK ROAD ALMOST DUE SOUTH AND THEN SOUTHWEST
 CB0978'FOR 2.25 MILES TO WHERE ROAD ASCENDS STEEP SLOPE OF MESA.
 CB0978'CONTINUE 0.3 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 CB0978'TURN LEFT ON TRACK ROAD ALONG SOUTH SIDE OF FENCE FOR 1.2
 CB0978'MILES TO PIKES PEAK WINDMILL AND TANK.  FROM HERE STATION
 CB0978'IS ON THE RIDGE ABOUT 0.7 MILE DISTANCE ALMOST DUE EAST.
 CB0978'PASS THROUGH WIRE GATE JUST SOUTH OF CEMENT TANK AND PICK
 CB0978'WAY ACROSS COUNTRY NORTH-NORTHEAST FOR 0.5 MILE TO SUMMIT OF
 CB0978'HIGH POINT.  FROM THIS POINT PICK WAY ACROSS COUNTY 1.1
 CB0978'MILES EAST TO STATION.  STATION IS NEAR THE EAST SLOPE OF THE MESA.
 CB0978'
 CB0978'STATION IS AN IRON BOLT CEMENTED IN A SQUARE ROCK ALMOST FLUSH
 CB0978'WITH THE GROUND.
 CB0978'
 CB0978'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.  A STANDARD
 CB0978'BRONZE DISK CEMENTED IN A DRILL HOLE IN BED ROCK FLUSH WITH
 CB0978'THE GROUND STAMPED MEX USGS NO. 1 1943.
 CB0978'
 CB0978'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION.  A
 CB0978'STANDARD BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK
 CB0978'OF CONCRETE STAMPED MEX USGS NO. 2 1943 AND PROJECTS 6 INCHES.
 CB0978'AZIMUTH MARK IS LOCATED WEST OF STATION SET IN THE CONCRETE
 CB0978'BASE OF THE PUMP SHAFT OF PIKES PEAK WINDMILL 6 INCHES
 CB0978'WEST OF THE EAST CORNER.  A STANDARD BRONZE DISK SET IN A
 CB0978'DRILL HOLE IN A 15 INCH CONCRETE PUMP BASE STAMPED MEX USGS
 CB0978'1943.
 CB0978'
 CB0978'A 12 FOOT STAND WAS USED OVER THE STATION.  ALL OBJECTS VISIBLE
 CB0978'FROM THE GROUND WITH LOCAL CLEARING.
 CB0978'
 CB0978'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CB0978
 CB0978                          STATION RECOVERY (1968)
 CB0978
 CB0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0978'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 CB0978'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE TO THE CHANGE OF
 CB0978'ROADS IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 CB0978'
 CB0978'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF RANKIN, 16
 CB0978'MILES SOUTHWEST OF BIG LAKE ON A HIGH MESA ON RANCH LAND OWNED BY
 CB0978'MR. WAYNE HARRIS.
 CB0978'
 CB0978'TO REACH THE STATION FROM THE POST OFFICE IN BIG LAKE GO NORTH FOR
 CB0978'1/2 BLOCK TO THE JUNCTION OF U.S. HIGHWAY 67.  TURN LEFT AND GO
 CB0978'WEST ON THE HIGHWAY FOR 4.4 MILES TO THE JUNCTION OF RANCH ROAD
 CB0978'1676 ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON THE PAVED ROAD
 CB0978'FOR 9.35 MILES TO THE REGAN-CROCKETT COUNTY LINE.  CONTINUE AHEAD
 CB0978'SOUTHERLY FOR 3.95 MILES TO A FORK AND CATTLE GUARD.  CROSS
 CB0978'CATTLE GUARD AND TAKE THE RIGHT FORK SOUTHWESTERLY FOR 5.4 MILES
 CB0978'TO A FORK AND CATTLE GUARD.  CROSS CATTLE GUARD AND TAKE THE LEFT
 CB0978'FORK, MAIN ROAD, AND CONTINUE AHEAD WESTERLY FOR 2.55 MILES TO A
 CB0978'SIDE ROAD ON THE RIGHT AND WINDMILL ON THE LEFT.  TURN RIGHT,
 CB0978'CROSSING CATTLE GUARD, AS PER SIGN T. WAYNE HARRIS
 CB0978'HEADQUARTERS, AND GO WESTERLY ON THE BLADED ROAD FOR 2.05 MILES TO
 CB0978'A FORK JUST BEYOND A CATTLE GUARD.  TAKE THE RIGHT FORK AND
 CB0978'CONTINUE NORTHWEST AND NORTHERLY FOR 1.85 MILES TO A FORK JUST
 CB0978'SOUTHWEST OF A RANCH HOUSE.  KEEP LEFT AHEAD NORTHERLY ON THE
 CB0978'TRACK ROAD FOR 1.1 MILES TO A GATE JUST WEST OF CORRALS AND SHED.
 CB0978'PASS THROUGH THE GATE AND CONTINUE AHEAD NORTHERLY ON THE TRACK
 CB0978'ROAD FOR 1.15 MILES TO A FORK JUST AFTER TOPPING OUT THE MESA.
 CB0978'TAKE THE RIGHT FORK AND CONTINUE AHEAD TO A WINDMILL AND AZIMUTH
 CB0978'MARK ON THE LEFT.  CONTINUE AHEAD NORTHEASTERLY ON
 CB0978'THE TRACK ROAD FOR 0.3 MILE TO A DIM FORK.  TAKE THE RIGHT FORK
 CB0978'AND GO EASTERLY FOR 0.2 MILE TO A REVERSE FORK ON THE LEFT.
 CB0978'CONTINUE AHEAD EASTERLY FOR 1.1 MILES TO A GATE IN A FENCE
 CB0978'CORNER AND THE STATION ON THE LEFT.
 CB0978'
 CB0978'THE STATION MARK IS AN IRON BOLT CEMENTED IN A DRILL HOLE IN A 6X8
 CB0978'INCH ROCK THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 106 FEET
 CB0978'WEST-NORTHWEST OF A FENCE CORNER AND 5 FEET EAST-SOUTHEAST OF A
 CB0978'METAL WITNESS POST WITH SIGN ATTACHED.
 CB0978'
 CB0978'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MEX (USGS) NO 1
 CB0978'1943, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 CB0978'WITH THE GROUND SURFACE.  IT IS 68.2 FEET NORTH OF THE METAL
 CB0978'WITNESS POST.
 CB0978'
 CB0978'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MEX (USGS) NO 2
 CB0978'1943, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 CB0978'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 93 FEET
 CB0978'SOUTHWEST OF THE METAL WITNESS POST.
 CB0978'
 CB0978'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MEX (USGS) 1943, SET
 CB0978'IN THE TOP OF A 24-INCH SQUARE CONCRETE BLOCK THAT IS THE BASE OF
 CB0978'THE PUMP SHAFT OF THE WINDMILL.  IT IS 19.5 FEET EAST OF A CONCRETE
 CB0978'WATER STORAGE TANK AND 6 INCHES EAST OF THE PUMP SHAFT.
 CB0978'
 CB0978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CB0978'14 MILES SOUTHEAST OF RANKIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0979 ***********************************************************************
 CB0979  DESIGNATION -  MEX RM 1
 CB0979  PID         -  CB0979
 CB0979  STATE/COUNTY-  TX/CROCKETT
 CB0979  USGS QUAD   -  RANKIN SE (1970)
 CB0979
 CB0979                         *CURRENT SURVEY CONTROL
 CB0979  ___________________________________________________________________
 CB0979* NAD 83(1993)-  31 01 20.61598(N)    101 45 12.28688(W)     ADJUSTED  
 CB0979* NAVD 88     -       877.5    (meters)    2879.     (feet)  VERTCON   
 CB0979  ___________________________________________________________________
 CB0979  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CB0979  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CB0979
 CB0979  HORZ ORDER  -  FIRST
 CB0979
 CB0979.The horizontal coordinates were established by classical geodetic methods
 CB0979.and adjusted by the National Geodetic Survey in February 1996..
 CB0979
 CB0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0979
 CB0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0979
 CB0979.The geoid height was determined by GEOID03.
 CB0979
 CB0979;                    North         East     Units Scale Factor Converg.
 CB0979;SPC TX C     - 3,151,154.396   564,427.748   MT  0.99988181   -0 43 53.1
 CB0979;SPC TX C     -10,338,412.38  1,851,793.37   sFT  0.99988181   -0 43 53.1
 CB0979;UTM  14      - 3,435,340.149   237,156.175   MT  1.00045228   -1 25 11.5
 CB0979
 CB0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0979!SPC TX C     -   0.99986596  x   0.99988181  =   0.99974779
 CB0979!UTM  14      -   0.99986596  x   1.00045228  =   1.00031818
 CB0979
 CB0979:                Primary Azimuth Mark                     Grid Az
 CB0979:SPC TX C     -  POWELL                                   095 52 26.6
 CB0979:UTM  14      -  POWELL                                   096 33 45.0
 CB0979
 CB0979|---------------------------------------------------------------------|
 CB0979| PID    Reference Object                     Distance      Geod. Az  |
 CB0979|                                                           dddmmss.s |
 CB0979| CB0969 POWELL                              APPROX.17.5 KM 0950833.5 |
 CB0979| CB0978 MEX                                  29.972 METERS 32503     |
 CB0979|---------------------------------------------------------------------|
 CB0979
 CB0979                          SUPERSEDED SURVEY CONTROL
 CB0979
 CB0979  NAD 83(1986)-  31 01 20.62734(N)    101 45 12.27302(W) AD(       ) 1
 CB0979  NAD 27      -  31 01 20.05836(N)    101 45 10.82456(W) AD(       ) 1
 CB0979  NGVD 29 (07/19/86)  877.2    (m)         2878.     (f) VERT ANG       
 CB0979
 CB0979.Superseded values are not recommended for survey control.
 CB0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0979.See file dsdata.txt to determine how the superseded data were derived.
 CB0979
 CB0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV3715635340(NAD 83)
 CB0979_MARKER: DD = SURVEY DISK
 CB0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0979+STABILITY: SURFACE MOTION
 CB0979
 CB0979  HISTORY     - Date     Condition        Report By
 CB0979  HISTORY     - 1968     MONUMENTED       USGS
 CB0979
 CB0979                          STATION DESCRIPTION
 CB0979
 CB0979'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (LGB)
 CB0979'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF BIG LAKE,
 CB0979'14 MILES SOUTHEAST OF RANKIN ON A FLAT TOPPED MESA ON RANCH LAND
 CB0979'OWNED BY MR. WAYNE HARRIS.
 CB0979'
 CB0979'THE STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED MEX
 CB0979'USGS RM A 1968 CEMENTED IN THE TOP OF A 12-INCH DIAMETER
 CB0979'CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT
 CB0979'IS 82.5 FEET SOUTHWEST OF A FENCE CORNER POST, 45.8 FEET WEST
 CB0979'OF A WIRE FENCE, AND 102 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 CB0979'POST WITH SIGN.
 CB0979'
 CB0979'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MEX
 CB0979'(USGS) 1943.
 CB0979'
 CB0979'FOR DIRECTIONS TO REACH THE STATION SEE THE DESCRIPTION TO
 CB0979'STATION MEX (USGS) 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1379 ***********************************************************************
 BZ1379  DESIGNATION -  MEXIA FIRST PRESB CH SPIRE
 BZ1379  PID         -  BZ1379
 BZ1379  STATE/COUNTY-  TX/LIMESTONE
 BZ1379  USGS QUAD   -  MEXIA (1982)
 BZ1379
 BZ1379                         *CURRENT SURVEY CONTROL
 BZ1379  ___________________________________________________________________
 BZ1379* NAD 83(1993)-  31 40 59.25296(N)    096 28 59.03047(W)     ADJUSTED  
 BZ1379* NAVD 88     -                                                        
 BZ1379  ___________________________________________________________________
 BZ1379  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BZ1379  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ1379
 BZ1379  HORZ ORDER  -  THIRD
 BZ1379
 BZ1379.The horizontal coordinates were established by classical geodetic methods
 BZ1379.and adjusted by the National Geodetic Survey in February 1996..
 BZ1379
 BZ1379
 BZ1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1379
 BZ1379.The geoid height was determined by GEOID03.
 BZ1379
 BZ1379;                    North         East     Units Scale Factor Converg.
 BZ1379;SPC TX C     - 3,229,858.183 1,064,979.443   MT  0.99995235   +1 58 59.2
 BZ1379;SPC TX C     -10,596,626.39  3,494,020.06   sFT  0.99995235   +1 58 59.2
 BZ1379;SPC TXNC     - 2,003,661.334   791,257.062   MT  1.00015507   +1 06 00.1
 BZ1379;SPC TXNC     - 6,573,678.89  2,595,982.54   sFT  1.00015507   +1 06 00.1
 BZ1379;UTM  14      - 3,508,066.930   738,586.693   MT  1.00030212   +1 19 21.3
 BZ1379
 BZ1379                          SUPERSEDED SURVEY CONTROL
 BZ1379
 BZ1379  NAD 83(1986)-  31 40 59.26149(N)    096 28 59.01118(W) AD(       ) 4
 BZ1379  NAD 27      -  31 40 58.66000(N)    096 28 58.08000(W) AD(       ) 3
 BZ1379
 BZ1379.Superseded values are not recommended for survey control.
 BZ1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1379.See file dsdata.txt to determine how the superseded data were derived.
 BZ1379
 BZ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA3858708067(NAD 83)
 BZ1379_MARKER: 90 = CHURCH SPIRE
 BZ1379
 BZ1379  HISTORY     - Date     Condition        Report By
 BZ1379  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1379  HISTORY     - 1935     GOOD             CGS
 BZ1379  HISTORY     - 19950715 GOOD             USPSQD
 BZ1379  HISTORY     - 20020824 GOOD             USPSQD
 BZ1379
 BZ1379                          STATION DESCRIPTION
 BZ1379
 BZ1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1379'THIS SPIRE IS STILL STANDING UNCHANGED SINCE 1919.
 BZ1379
 BZ1379                          STATION RECOVERY (1995)
 BZ1379
 BZ1379'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1379'RECOVERED IN GOOD CONDITION.
 BZ1379
 BZ1379                          STATION RECOVERY (2002)
 BZ1379
 BZ1379'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1380 ***********************************************************************
 BZ1380  DESIGNATION -  MEXIA METH CH ROUND DOME
 BZ1380  PID         -  BZ1380
 BZ1380  STATE/COUNTY-  TX/LIMESTONE
 BZ1380  USGS QUAD   -  MEXIA (1982)
 BZ1380
 BZ1380                         *CURRENT SURVEY CONTROL
 BZ1380  ___________________________________________________________________
 BZ1380* NAD 83(1993)-  31 40 54.02223(N)    096 28 45.41586(W)     ADJUSTED  
 BZ1380* NAVD 88     -                                                        
 BZ1380  ___________________________________________________________________
 BZ1380  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BZ1380  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ1380
 BZ1380  HORZ ORDER  -  THIRD
 BZ1380
 BZ1380.The horizontal coordinates were established by classical geodetic methods
 BZ1380.and adjusted by the National Geodetic Survey in February 1996..
 BZ1380
 BZ1380
 BZ1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1380
 BZ1380.The geoid height was determined by GEOID03.
 BZ1380
 BZ1380;                    North         East     Units Scale Factor Converg.
 BZ1380;SPC TX C     - 3,229,709.593 1,065,343.373   MT  0.99995205   +1 59 06.2
 BZ1380;SPC TX C     -10,596,138.89  3,495,214.05   sFT  0.99995205   +1 59 06.2
 BZ1380;SPC TXNC     - 2,003,507.122   791,618.732   MT  1.00015567   +1 06 07.5
 BZ1380;SPC TXNC     - 6,573,172.95  2,597,169.12   sFT  1.00015567   +1 06 07.5
 BZ1380;UTM  14      - 3,507,914.101   738,949.012   MT  1.00030425   +1 19 28.2
 BZ1380
 BZ1380                          SUPERSEDED SURVEY CONTROL
 BZ1380
 BZ1380  NAD 83(1986)-  31 40 54.03071(N)    096 28 45.39665(W) AD(       ) 4
 BZ1380  NAD 27      -  31 40 53.43000(N)    096 28 44.46600(W) AD(       ) 3
 BZ1380
 BZ1380.Superseded values are not recommended for survey control.
 BZ1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1380.See file dsdata.txt to determine how the superseded data were derived.
 BZ1380
 BZ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA3894907914(NAD 83)
 BZ1380_MARKER: 87 = DOME
 BZ1380
 BZ1380  HISTORY     - Date     Condition        Report By
 BZ1380  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1380  HISTORY     - 1935     GOOD             CGS
 BZ1380  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1380
 BZ1380                          STATION DESCRIPTION
 BZ1380
 BZ1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1380'THIS DOME IS STILL STANDING UNCHANGED SINCE 1919.
 BZ1380
 BZ1380                          STATION RECOVERY (1995)
 BZ1380
 BZ1380'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1381 ***********************************************************************
 BZ1381  DESIGNATION -  MEXIA MUNGERS COMPRESS
 BZ1381  PID         -  BZ1381
 BZ1381  STATE/COUNTY-  TX/LIMESTONE
 BZ1381  USGS QUAD   -  MEXIA (1982)
 BZ1381
 BZ1381                         *CURRENT SURVEY CONTROL
 BZ1381  ___________________________________________________________________
 BZ1381* NAD 83(1993)-  31 40 36.38848(N)    096 29 07.85426(W)     ADJUSTED  
 BZ1381* NAVD 88     -                                                        
 BZ1381  ___________________________________________________________________
 BZ1381  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BZ1381  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ1381
 BZ1381  HORZ ORDER  -  THIRD
 BZ1381
 BZ1381.The horizontal coordinates were established by classical geodetic methods
 BZ1381.and adjusted by the National Geodetic Survey in February 1996..
 BZ1381
 BZ1381
 BZ1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1381
 BZ1381.The geoid height was determined by GEOID03.
 BZ1381
 BZ1381;                    North         East     Units Scale Factor Converg.
 BZ1381;SPC TX C     - 3,229,146.365 1,064,771.546   MT  0.99995104   +1 58 54.7
 BZ1381;SPC TX C     -10,594,291.03  3,493,337.98   sFT  0.99995104   +1 58 54.7
 BZ1381;SPC TXNC     - 2,002,952.660   791,038.174   MT  1.00015769   +1 05 55.3
 BZ1381;SPC TXNC     - 6,571,353.85  2,595,264.41   sFT  1.00015769   +1 05 55.3
 BZ1381;UTM  14      - 3,507,357.309   738,370.526   MT  1.00030085   +1 19 15.8
 BZ1381
 BZ1381                          SUPERSEDED SURVEY CONTROL
 BZ1381
 BZ1381  NAD 83(1986)-  31 40 36.39694(N)    096 29 07.83507(W) AD(       ) 4
 BZ1381  NAD 27      -  31 40 35.79500(N)    096 29 06.90300(W) AD(       ) 3
 BZ1381
 BZ1381.Superseded values are not recommended for survey control.
 BZ1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1381.See file dsdata.txt to determine how the superseded data were derived.
 BZ1381
 BZ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA3837107357(NAD 83)
 BZ1381
 BZ1381  HISTORY     - Date     Condition        Report By
 BZ1381  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1381  HISTORY     - 1935     GOOD             CGS
 BZ1381  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1381
 BZ1381                          STATION DESCRIPTION
 BZ1381
 BZ1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1381'STATION STILL STANDING UNCHANGED SINCE 1919.  NONE OF MUNGERS
 BZ1381'PROPERTY HAS BEEN CHANGED SINCE 1919.
 BZ1381
 BZ1381                          STATION RECOVERY (1995)
 BZ1381
 BZ1381'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1382 ***********************************************************************
 BZ1382  DESIGNATION -  MEXIA MUNGERS TANK
 BZ1382  PID         -  BZ1382
 BZ1382  STATE/COUNTY-  TX/LIMESTONE
 BZ1382  USGS QUAD   -  MEXIA (1982)
 BZ1382
 BZ1382                         *CURRENT SURVEY CONTROL
 BZ1382  ___________________________________________________________________
 BZ1382* NAD 83(1993)-  31 40 44.29261(N)    096 29 10.13335(W)     ADJUSTED  
 BZ1382* NAVD 88     -                                                        
 BZ1382  ___________________________________________________________________
 BZ1382  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BZ1382  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ1382
 BZ1382  HORZ ORDER  -  THIRD
 BZ1382
 BZ1382.The horizontal coordinates were established by classical geodetic methods
 BZ1382.and adjusted by the National Geodetic Survey in February 1996..
 BZ1382
 BZ1382
 BZ1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1382
 BZ1382.The geoid height was determined by GEOID03.
 BZ1382
 BZ1382;                    North         East     Units Scale Factor Converg.
 BZ1382;SPC TX C     - 3,229,387.582 1,064,703.137   MT  0.99995149   +1 58 53.5
 BZ1382;SPC TX C     -10,595,082.43  3,493,113.54   sFT  0.99995149   +1 58 53.5
 BZ1382;SPC TXNC     - 2,003,194.953   790,973.477   MT  1.00015678   +1 05 54.0
 BZ1382;SPC TXNC     - 6,572,148.77  2,595,052.15   sFT  1.00015678   +1 05 54.0
 BZ1382;UTM  14      - 3,507,599.383   738,304.880   MT  1.00030046   +1 19 14.9
 BZ1382
 BZ1382                          SUPERSEDED SURVEY CONTROL
 BZ1382
 BZ1382  NAD 83(1986)-  31 40 44.30109(N)    096 29 10.11410(W) AD(       ) 4
 BZ1382  NAD 27      -  31 40 43.70000(N)    096 29 09.18200(W) AD(       ) 3
 BZ1382
 BZ1382.Superseded values are not recommended for survey control.
 BZ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1382.See file dsdata.txt to determine how the superseded data were derived.
 BZ1382
 BZ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA3830507599(NAD 83)
 BZ1382_MARKER: 51 = TANK
 BZ1382
 BZ1382  HISTORY     - Date     Condition        Report By
 BZ1382  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1382  HISTORY     - 1935     GOOD             CGS
 BZ1382  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1382
 BZ1382                          STATION DESCRIPTION
 BZ1382
 BZ1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1382'NONE OF MUNGERS PROPERTY IN MEXIA HAS BEEN CHANGED SINCE
 BZ1382'1919.  INFORMATION FURNISHED BY THE MUNGER COMPANY.
 BZ1382
 BZ1382                          STATION RECOVERY (1995)
 BZ1382
 BZ1382'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2569 ***********************************************************************
 CS2569  DESIGNATION -  MEXICO
 CS2569  PID         -  CS2569
 CS2569  STATE/COUNTY-  TX/HUNT
 CS2569  USGS QUAD   -  WEST TAWAKONI (1980)
 CS2569
 CS2569                         *CURRENT SURVEY CONTROL
 CS2569  ___________________________________________________________________
 CS2569* NAD 83(1993)-  32 54 14.94794(N)    096 03 51.32528(W)     ADJUSTED  
 CS2569* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 CS2569  ___________________________________________________________________
 CS2569  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CS2569  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS2569
 CS2569  HORZ ORDER  -  SECOND
 CS2569
 CS2569.The horizontal coordinates were established by classical geodetic methods
 CS2569.and adjusted by the National Geodetic Survey in February 1996..
 CS2569
 CS2569.The orthometric height was scaled from a topographic map.
 CS2569
 CS2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2569
 CS2569.The geoid height was determined by GEOID03.
 CS2569
 CS2569;                    North         East     Units Scale Factor Converg.
 CS2569;SPC TXNC     - 2,139,865.627   827,825.125   MT  0.99987592   +1 19 42.4
 CS2569;SPC TXNC     - 7,020,542.48  2,715,956.26   sFT  0.99987592   +1 19 42.4
 CS2569;UTM  14      - 3,644,484.912   774,590.629   MT  1.00052981   +1 35 44.9
 CS2569;UTM  15      - 3,644,827.264   213,384.358   MT  1.00061304   -1 39 56.7
 CS2569
 CS2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2569!SPC TXNC     -   0.99997983  x   0.99987592  =   0.99985575
 CS2569!UTM  14      -   0.99997983  x   1.00052981  =   1.00050962
 CS2569!UTM  15      -   0.99997983  x   1.00061304  =   1.00059285
 CS2569
 CS2569:                Primary Azimuth Mark                     Grid Az
 CS2569:SPC TXNC     -  MEXICO AZ MK                             095 03 33.5
 CS2569:UTM  14      -  MEXICO AZ MK                             094 47 31.0
 CS2569:UTM  15      -  MEXICO AZ MK                             098 03 12.6
 CS2569
 CS2569|---------------------------------------------------------------------|
 CS2569| PID    Reference Object                     Distance      Geod. Az  |
 CS2569|                                                           dddmmss.s |
 CS2569| CY1651 MEXICO AZ MK                                       0962315.9 |
 CS2569| CY1652 MEXICO RM 1                          18.491 METERS 13829     |
 CS2569| CY1653 MEXICO RM 2                          19.887 METERS 23924     |
 CS2569|---------------------------------------------------------------------|
 CS2569
 CS2569                          SUPERSEDED SURVEY CONTROL
 CS2569
 CS2569  NAD 83(1993)-  32 54 14.95251(N)    096 03 51.32192(W) AD(       ) 2
 CS2569  NAD 83(1986)-  32 54 14.95483(N)    096 03 51.31259(W) AD(       ) 2
 CS2569  NAD 27      -  32 54 14.51900(N)    096 03 50.41300(W) AD(       ) 2
 CS2569
 CS2569.Superseded values are not recommended for survey control.
 CS2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2569.See file dsdata.txt to determine how the superseded data were derived.
 CS2569
 CS2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7459144485(NAD 83)
 CS2569_MARKER: DS = TRIANGULATION STATION DISK
 CS2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2569
 CS2569  HISTORY     - Date     Condition        Report By
 CS2569  HISTORY     - 1949     MONUMENTED       CGS
 CS2569  HISTORY     - 1955     GOOD             TXHD
 CS2569  HISTORY     - 1956     GOOD             CGS
 CS2569  HISTORY     - 19940419 GOOD             USPSQD
 CS2569
 CS2569                          STATION DESCRIPTION
 CS2569
 CS2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2569'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF LONE OAK,
 CS2569'ABOUT 4 MILES EAST OF QUINLAN, IN THE NORTHWEST PART OF THE
 CS2569'MEXICO SCHOOL GROUNDS.  IT IS 65 PACES NORTH OF THE CENTERLINE
 CS2569'OF A MACADAM ROAD.  THE DISK IS STAMPED MEXICO 1949 AND IS
 CS2569'SET FLUSH WITH THE GROUND.
 CS2569'
 CS2569'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, AND 1 FOOT
 CS2569'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE CISTERN.  THE
 CS2569'DISK IS STAMPED MEXICO R.M. 1 1949 AND PROJECTS 6 INCHES.
 CS2569'
 CS2569'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION.  THE
 CS2569'DISK IS STAMPED MEXICO R.M. 2 1949 AND PROJECTS 6 INCHES.
 CS2569'
 CS2569'THE AZIMUTH MARK IS EAST OF THE STATION, 41 FEET NORTH OF THE
 CS2569'CENTERLINE OF THE MACADAM ROAD, 31 FEET WEST-SOUTHWEST OF THE
 CS2569'SOUTHWEST CORNER OF A FARM HOUSE, AND 1.5 FEET NORTHWEST OF
 CS2569'A FENCE CORNER AND A POWERPOLE.  THE DISK IS STAMPED MEXICO
 CS2569'1949 AND PROJECTS 3 INCHES.
 CS2569'
 CS2569'TO REACH THE STATION FROM THE DEPOT IN QUINLAN, GO EAST ON
 CS2569'HIGHWAY 34 FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 CS2569'AND FOLLOW THE MACADAM ROAD SOUTH AND THEN EAST FOR 4.25
 CS2569'MILES TO THE SCHOOL ON THE LEFT AND THE STATION AS DESCRIBED.
 CS2569'
 CS2569'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 CS2569'MACADAM ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 CS2569'
 CS2569'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CS2569
 CS2569                          STATION RECOVERY (1955)
 CS2569
 CS2569'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS2569'STATION RECOVERED IN GOOD CONDITION.  OLD SCHOOL HAS BEEN
 CS2569'REMOVED.  R.M. 2 RECOVERED IN GOOD CONDITION.  STATION 218.0 FT
 CS2569'NORTH OF CENTERLINE OF F.M. 35.
 CS2569
 CS2569                          STATION RECOVERY (1956)
 CS2569
 CS2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CS2569'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CS2569'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 CS2569'SITE ARE CORRECT.
 CS2569
 CS2569                          STATION RECOVERY (1994)
 CS2569
 CS2569'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1450 ***********************************************************************
 BZ1450  SACS        -  This is a Secondary Airport Control Station.
 BZ1450  DESIGNATION -  MEXPORT
 BZ1450  PID         -  BZ1450
 BZ1450  STATE/COUNTY-  TX/LIMESTONE
 BZ1450  USGS QUAD   -  TEHUACANA (1978)
 BZ1450
 BZ1450                         *CURRENT SURVEY CONTROL
 BZ1450  ___________________________________________________________________
 BZ1450* NAD 83(1993)-  31 38 22.60352(N)    096 30 51.26275(W)     ADJUSTED  
 BZ1450* NAVD 88     -       163.45   (meters)     536.3    (feet)  GPS OBS   
 BZ1450  ___________________________________________________________________
 BZ1450  X           -    -616,629.342 (meters)                     COMP
 BZ1450  Y           -  -5,400,153.615 (meters)                     COMP
 BZ1450  Z           -   3,326,548.537 (meters)                     COMP
 BZ1450  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BZ1450  ELLIP HEIGHT-         138.09  (meters)          (06/26/01) GPS OBS
 BZ1450  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 BZ1450
 BZ1450  HORZ ORDER  -  FIRST
 BZ1450  ELLP ORDER  -  FOURTH    CLASS II
 BZ1450
 BZ1450.This mark is at Mexia-Limestone Co (TX06) Airport (TX06)
 BZ1450
 BZ1450.The horizontal coordinates were established by GPS observations
 BZ1450.and adjusted by the National Geodetic Survey in September 1996..
 BZ1450
 BZ1450.The orthometric height was determined by GPS observations and a
 BZ1450.high-resolution geoid model.
 BZ1450
 BZ1450.GPS derived orthometric heights for airport stations designated as
 BZ1450.PACS or SACS are published to 2 decimal places.  This maintains
 BZ1450.centimeter relative accuracy between the PACS and SACS.  It does
 BZ1450.not indicate centimeter accuracy relative to other marks which are
 BZ1450.part of the NAVD 88 network.
 BZ1450
 BZ1450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1450
 BZ1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1450
 BZ1450.The ellipsoidal height was determined by GPS observations
 BZ1450.and is referenced to NAD 83.
 BZ1450
 BZ1450.The geoid height was determined by GEOID03.
 BZ1450
 BZ1450;                    North         East     Units Scale Factor Converg.
 BZ1450;SPC TX C     - 3,224,934.563 1,062,190.974   MT  0.99994361   +1 58 01.4
 BZ1450;SPC TX C     -10,580,472.81  3,484,871.55   sFT  0.99994361   +1 58 01.4
 BZ1450;UTM  14      - 3,503,174.140   735,740.580   MT  1.00028547   +1 18 16.4
 BZ1450
 BZ1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1450!SPC TX C     -   0.99997832  x   0.99994361  =   0.99992193
 BZ1450!UTM  14      -   0.99997832  x   1.00028547  =   1.00026378
 BZ1450
 BZ1450:                Primary Azimuth Mark                     Grid Az
 BZ1450:SPC TX C     -  MEXPORT AZ MK                            006 20 57.5
 BZ1450:UTM  14      -  MEXPORT AZ MK                            007 00 42.5
 BZ1450
 BZ1450|---------------------------------------------------------------------|
 BZ1450| PID    Reference Object                     Distance      Geod. Az  |
 BZ1450|                                                           dddmmss.s |
 BZ1450| BZ1451 MEXPORT AZ MK                       APPROX. 0.6 KM 0081858.9 |
 BZ1450|---------------------------------------------------------------------|
 BZ1450
 BZ1450                          SUPERSEDED SURVEY CONTROL
 BZ1450
 BZ1450  ELLIP H (09/13/96)  138.19   (m)                       GP(       ) 4 2
 BZ1450  NAD 83(1993)-  31 38 22.60539(N)    096 30 51.26416(W) AD(       ) 3
 BZ1450  ELLIP H (02/16/96)  138.11   (m)                       GP(       ) 5 1
 BZ1450  NAD 83(1986)-  31 38 22.61550(N)    096 30 51.24718(W) AD(       ) 3
 BZ1450  NAD 27      -  31 38 22.00994(N)    096 30 50.31089(W) AD(       ) 3
 BZ1450  NGVD 29 (12/08/88)  163.1    (m)          535.     (f) GPS OBS        
 BZ1450
 BZ1450.Superseded values are not recommended for survey control.
 BZ1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1450.See file dsdata.txt to determine how the superseded data were derived.
 BZ1450
 BZ1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA3574103174(NAD 83)
 BZ1450_MARKER: I = METAL ROD
 BZ1450_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1450_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1450_STAMPING: MEXPORT 1988
 BZ1450_MARK LOGO: NGS   
 BZ1450_PROJECTION: FLUSH
 BZ1450_MAGNETIC: I = MARKER IS A STEEL ROD
 BZ1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1450+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1995
 BZ1450_ROD/PIPE-DEPTH: 1.43 meters
 BZ1450_SLEEVE-DEPTH  : 0.76 meters
 BZ1450
 BZ1450  HISTORY     - Date     Condition        Report By
 BZ1450  HISTORY     - 1988     MONUMENTED       NGS
 BZ1450  HISTORY     - 19950213 GOOD             NGS
 BZ1450
 BZ1450                          STATION DESCRIPTION
 BZ1450
 BZ1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BZ1450'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHWEST OF MEXIA AT THE
 BZ1450'MEXIA-LIMESTONE COUNTY AIRPORT.  OWNERSHIP--CITY OF MEXIA AND
 BZ1450'LIMESTONE COUNTY, C/O BARBARA MILLER, ROUTE 3 BOX 59, MEXIA TX 76667.
 BZ1450'TELEPHONE NUMBER 817-562-9090.
 BZ1450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 BZ1450'HIGHWAY 14 AT THE TRAFFIC CIRCLE IN MEXIA.  GO SOUTHWEST ON STATE
 BZ1450'HIGHWAY 14 FOR 5.5 KM (3.40 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 BZ1450'RIGHT.  TURN RIGHT FOR 0.2 KM (0.10 MI) TO THE ADMINISTRATION
 BZ1450'BUILDING ON THE WEST SIDE OF THE HANGER.  GO SOUTHWEST ACROSS THE
 BZ1450'APRON FOR 0.1 KM (0.05 MI) TO THE TAXIWAY LEADING NORTH AND THE
 BZ1450'STATION.
 BZ1450'THE MARK IS SET 48.9 M (160.4 FT) EAST OF THE CENTERLINE OF THE
 BZ1450'RUNWAY, 14.5 M (47.6 FT) NORTH OF THE CENTERLINE OF THE CONNECTOR,
 BZ1450'9.9 M (32.5 FT) WEST OF THE CENTERLINE OF THE TAXIWAY, 6.3 M
 BZ1450'(20.7 FT) EAST-NORTHEAST OF THE EAST END OF A CONCRETE HEADWALL AND
 BZ1450'0.3 M (1.0 FT) WEST OF A WITNESS POST.
 BZ1450'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BZ1450'DESCRIBED BY B.L.L.
 BZ1450
 BZ1450                          STATION RECOVERY (1995)
 BZ1450
 BZ1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ1450'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF MEXIA AT THE
 BZ1450'MEXIA-LIMESTONE COUNTY AIRPORT, IN GRASS BETWEEN THE RUNWAY AND
 BZ1450'PARALLEL TAXI, AND ON THE NORTH SIDE OF A CONNECTOR TAXI AT MIDFIELD.
 BZ1450'OWNERSHIP--CITY OF MEXIA AND LIMESTONE COUNTY, AIRPORT MANAGER AND FBO
 BZ1450'IS BUDDY MILLER, P.O.  BOX 447, MEXIA, TX 76667. PHONE 817-562-2857.
 BZ1450'HOME PHONE IS 817-562-3174.  TO REACH THE STATION FROM THE JUNCTION OF
 BZ1450'U.S.  HIGHWAY 84 AND STATE HIGHWAY 14 IN MEXIA, GO SOUTHWEST ON STATE
 BZ1450'HIGHWAY 14 FOR 5.23 KM (3.25 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 BZ1450'RIGHT.  TURN RIGHT, WEST, ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO
 BZ1450'THE APRON AND THE ADMINISTRATION BUILDING ON THE WEST SIDE OF THE
 BZ1450'HANGER.  CONTINUE AHEAD, WEST, ACROSS THE APRON FOR 0.1 KM (0.05 MI)
 BZ1450'TO THE TAXI LEADING NORTH AND THE STATION ON THE RIGHT.  THE MARK IS A
 BZ1450'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 BZ1450'FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED
 BZ1450'BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 48.9 M (160.4 FT) EAST
 BZ1450'OF THE CENTER OF THE RUNWAY, 14.5 M (47.6 FT) NORTH OF THE CENTER OF
 BZ1450'THE CONNECTOR, 9.9 M (32.5 FT) WEST OF THE CENTER OF THE TAXIWAY, 6.3
 BZ1450'M (20.7 FT) EAST-NORTHEAST OF THE EAST END OF A CONCRETE HEADWALL.
 BZ1450'STATION IS AIRPORT SACS.DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1451 ***********************************************************************
 BZ1451  SACS        -  This is a Secondary Airport Control Station.
 BZ1451  DESIGNATION -  MEXPORT AZ MK
 BZ1451  PID         -  BZ1451
 BZ1451  STATE/COUNTY-  TX/LIMESTONE
 BZ1451  USGS QUAD   -  TEHUACANA (1978)
 BZ1451
 BZ1451                         *CURRENT SURVEY CONTROL
 BZ1451  ___________________________________________________________________
 BZ1451* NAD 83(1993)-  31 38 42.16228(N)    096 30 47.92072(W)     ADJUSTED  
 BZ1451* NAVD 88     -       165.25   (meters)     542.2    (feet)  GPS OBS   
 BZ1451  ___________________________________________________________________
 BZ1451  X           -    -616,506.169 (meters)                     COMP
 BZ1451  Y           -  -5,399,851.126 (meters)                     COMP
 BZ1451  Z           -   3,327,062.350 (meters)                     COMP
 BZ1451  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BZ1451  ELLIP HEIGHT-         139.89  (meters)          (06/26/01) GPS OBS
 BZ1451  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 BZ1451
 BZ1451  HORZ ORDER  -  FIRST
 BZ1451  ELLP ORDER  -  FOURTH    CLASS II
 BZ1451
 BZ1451.This mark is at Mexia-Limestone Co (TX06) Airport (TX06)
 BZ1451
 BZ1451.The horizontal coordinates were established by GPS observations
 BZ1451.and adjusted by the National Geodetic Survey in September 1996..
 BZ1451
 BZ1451.The orthometric height was determined by GPS observations and a
 BZ1451.high-resolution geoid model.
 BZ1451
 BZ1451.GPS derived orthometric heights for airport stations designated as
 BZ1451.PACS or SACS are published to 2 decimal places.  This maintains
 BZ1451.centimeter relative accuracy between the PACS and SACS.  It does
 BZ1451.not indicate centimeter accuracy relative to other marks which are
 BZ1451.part of the NAVD 88 network.
 BZ1451
 BZ1451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1451
 BZ1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1451
 BZ1451.The ellipsoidal height was determined by GPS observations
 BZ1451.and is referenced to NAD 83.
 BZ1451
 BZ1451.The geoid height was determined by GEOID03.
 BZ1451
 BZ1451;                    North         East     Units Scale Factor Converg.
 BZ1451;SPC TX C     - 3,225,539.610 1,062,258.299   MT  0.99994467   +1 58 03.1
 BZ1451;SPC TX C     -10,582,457.87  3,485,092.44   sFT  0.99994467   +1 58 03.1
 BZ1451;UTM  14      - 3,503,778.575   735,814.920   MT  1.00028590   +1 18 18.9
 BZ1451
 BZ1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1451!SPC TX C     -   0.99997803  x   0.99994467  =   0.99992271
 BZ1451!UTM  14      -   0.99997803  x   1.00028590  =   1.00026393
 BZ1451
 BZ1451:                Primary Azimuth Mark                     Grid Az
 BZ1451:SPC TX C     -  MEXPORT                                  186 20 57.5
 BZ1451:UTM  14      -  MEXPORT                                  187 00 41.7
 BZ1451
 BZ1451|---------------------------------------------------------------------|
 BZ1451| PID    Reference Object                     Distance      Geod. Az  |
 BZ1451|                                                           dddmmss.s |
 BZ1451| BZ1450 MEXPORT                             APPROX. 0.6 KM 1881900.6 |
 BZ1451|---------------------------------------------------------------------|
 BZ1451
 BZ1451                          SUPERSEDED SURVEY CONTROL
 BZ1451
 BZ1451  ELLIP H (09/13/96)  140.00   (m)                       GP(       ) 4 2
 BZ1451  NAD 83(1993)-  31 38 42.16399(N)    096 30 47.92252(W) AD(       ) 3
 BZ1451  ELLIP H (02/16/96)  139.91   (m)                       GP(       ) 5 1
 BZ1451  NAD 83(1986)-  31 38 42.17412(N)    096 30 47.90555(W) AD(       ) 3
 BZ1451  NAD 27      -  31 38 41.56906(N)    096 30 46.96926(W) AD(       ) 3
 BZ1451  NGVD 29 (12/08/88)  164.8    (m)          541.     (f) GPS OBS        
 BZ1451
 BZ1451.Superseded values are not recommended for survey control.
 BZ1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1451.See file dsdata.txt to determine how the superseded data were derived.
 BZ1451
 BZ1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA3581503779(NAD 83)
 BZ1451_MARKER: I = METAL ROD
 BZ1451_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1451_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1451_STAMPING: MEXPORT AZ MK 1988
 BZ1451_MARK LOGO: NGS   
 BZ1451_PROJECTION: FLUSH
 BZ1451_MAGNETIC: I = MARKER IS A STEEL ROD
 BZ1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1451+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1995
 BZ1451_ROD/PIPE-DEPTH: 1.43 meters
 BZ1451_SLEEVE-DEPTH  : 0.76 meters
 BZ1451
 BZ1451  HISTORY     - Date     Condition        Report By
 BZ1451  HISTORY     - 1988     MONUMENTED       NGS
 BZ1451  HISTORY     - 19950213 GOOD             NGS
 BZ1451
 BZ1451                          STATION DESCRIPTION
 BZ1451
 BZ1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BZ1451'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHWEST OF MEXIA AT THE
 BZ1451'MEXIA-LIMESTONE COUNTY AIRPORT.  OWNERSHIP--CITY OF MEXIA AND
 BZ1451'LIMESTONE COUNTY, C/O BARBARA MILLER, ROUTE 3 BOX 59, MEXIA TX 76667.
 BZ1451'TELEPHONE NUMBER 817-562-9090.
 BZ1451'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 BZ1451'HIGHWAY 14 AT THE TRAFFIC CIRCLE IN MEXIA.  GO SOUTHWEST ON STATE
 BZ1451'HIGHWAY 14 FOR 5.5 KM (3.40 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 BZ1451'RIGHT.  TURN RIGHT FOR 0.2 KM (0.10 MI) TO THE ADMINISTRATION
 BZ1451'BUILDING ON THE WEST SIDE OF THE HANGER.  GO SOUTHWEST ACROSS THE
 BZ1451'APRON FOR 0.1 KM (0.05 MI) TO THE TAXIWAY LEADING NORTH.  TURN RIGHT
 BZ1451'AND GO NORTH ON THE TAXIWAY FOR 1.0 KM (0.60 MI) TO THE AZIMUTH ON
 BZ1451'THE LEFT, BETWEEN THE TAXIWAY AND THE RUNWAY.
 BZ1451'THE MARK IS SET 38.5 M (126.3 FT) EAST OF THE CENTERLINE OF THE
 BZ1451'RUNWAY, 30.5 M (100.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 BZ1451'CONCRETE BASE OF THE VASI LIGHT, 19.6 M (64.3 FT) WEST OF THE
 BZ1451'CENTERLINE OF THE TAXIWAY, 12.5 M (41.0 FT) SOUTH OF THE TAXIWAY AT
 BZ1451'THE HOLD BARS AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 BZ1451'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BZ1451'DESCRIBED BY V.L.F.
 BZ1451
 BZ1451                          STATION RECOVERY (1995)
 BZ1451
 BZ1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ1451'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF MEXIA AT THE
 BZ1451'MEXIA-LIMESTONE COUNTY AIRPORT, IN GRASS BETWEEN THE RUNWAY AND
 BZ1451'PARALLEL TAXI, AND AT RUNWAY END 18.  OWNERSHIP--CITY OF MEXIA AND
 BZ1451'LIMESTONE COUNTY, AIRPORT MANAGER AND FBO IS BUDDY MILLER, P.O.  BOX
 BZ1451'447, MEXIA, TX 76667.  PHONE 817-562-2857.  HOME PHONE IS
 BZ1451'817-562-3174.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 BZ1451'84 AND STATE HIGHWAY 14 IN MEXIA, GO SOUTHWEST ON STATE HIGHWAY 14 FOR
 BZ1451'5.23 KM (3.25 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 BZ1451'RIGHT, WEST, ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO THE APRON
 BZ1451'AND THE ADMINISTRATION BUILDING ON THE WEST SIDE OF THE HANGER.
 BZ1451'CONTINUE AHEAD, WEST, ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE
 BZ1451'TAXI LEADING NORTH.  TURN RIGHT, NORTH, ALONG THE TAXI FOR 0.56 KM
 BZ1451'(0.35 MI) TO THE STATION ON THE LEFT.  THE MARK IS A PUNCH HOLE TOP
 BZ1451'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 BZ1451'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 BZ1451'SET FLUSH WITH THE GROUND.  IT IS 38.5 M (126.3 FT) EAST OF THE CENTER
 BZ1451'OF THE RUNWAY, 30.5 M (100.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 BZ1451'THE CONCRETE BASE OF THE VASI, 19.6 M (64.3 FT) WEST OF THE CENTER OF
 BZ1451'THE TAXIWAY, 12.5 M (41.0 FT) SOUTH OF THE TAXI AT THE STOP LINE, AND
 BZ1451'0.3 M (1.0 FT) EAST OF A WITNESS POST.  STATION IS AIRPORT SACS.
 BZ1451'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1505 ***********************************************************************
 AH1505  DESIGNATION -  MEZQUITE WINDMILL
 AH1505  PID         -  AH1505
 AH1505  STATE/COUNTY-  TX/KLEBERG
 AH1505  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH1505
 AH1505                         *CURRENT SURVEY CONTROL
 AH1505  ___________________________________________________________________
 AH1505* NAD 83(1993)-  27 29 28.44681(N)    097 43 47.74734(W)     ADJUSTED  
 AH1505* NAVD 88     -                                                        
 AH1505  ___________________________________________________________________
 AH1505  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AH1505  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AH1505
 AH1505  HORZ ORDER  -  THIRD
 AH1505
 AH1505.The horizontal coordinates were established by classical geodetic methods
 AH1505.and adjusted by the National Geodetic Survey in February 1996..
 AH1505
 AH1505
 AH1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1505
 AH1505.The geoid height was determined by GEOID03.
 AH1505
 AH1505;                    North         East     Units Scale Factor Converg.
 AH1505;SPC TX S     - 5,202,381.506   376,092.604   MT  0.99993125   +0 20 58.6
 AH1505;SPC TX S     -17,068,146.66  1,233,897.15   sFT  0.99993125   +0 20 58.6
 AH1505;UTM  14      - 3,041,487.943   625,464.025   MT  0.99979431   +0 35 10.9
 AH1505
 AH1505                          SUPERSEDED SURVEY CONTROL
 AH1505
 AH1505  NAD 83(1986)-  27 29 28.45650(N)    097 43 47.72338(W) AD(       ) 4
 AH1505  NAD 27      -  27 29 27.33000(N)    097 43 46.73000(W) AD(       ) 3
 AH1505
 AH1505.Superseded values are not recommended for survey control.
 AH1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1505.See file dsdata.txt to determine how the superseded data were derived.
 AH1505
 AH1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2546441488(NAD 83)
 AH1505_MARKER: 66 = WINDMILL
 AH1505
 AH1505  HISTORY     - Date     Condition        Report By
 AH1505  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1505
 AH1505                          STATION DESCRIPTION
 AH1505
 AH1505'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1675 ***********************************************************************
 AE1675  SACS        -  This is a Secondary Airport Control Station.
 AE1675  DESIGNATION -  MFE E
 AE1675  PID         -  AE1675
 AE1675  STATE/COUNTY-  TX/HIDALGO
 AE1675  USGS QUAD   -  PHARR (1983)
 AE1675
 AE1675                         *CURRENT SURVEY CONTROL
 AE1675  ___________________________________________________________________
 AE1675* NAD 83(1993)-  26 10 57.40922(N)    098 14 48.24758(W)     ADJUSTED  
 AE1675* NAVD 88     -        31.51   (meters)     103.4    (feet)  GPS OBS   
 AE1675  ___________________________________________________________________
 AE1675  X           -    -821,521.198 (meters)                     COMP
 AE1675  Y           -  -5,668,207.296 (meters)                     COMP
 AE1675  Z           -   2,797,235.260 (meters)                     COMP
 AE1675  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AE1675  ELLIP HEIGHT-           7.67  (meters)          (08/08/01) GPS OBS
 AE1675  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AE1675
 AE1675  HORZ ORDER  -  FIRST
 AE1675  ELLP ORDER  -  FOURTH    CLASS I
 AE1675
 AE1675.This mark is at Mcallen Miller Intl (MFE) Airport (MFE)
 AE1675
 AE1675.The horizontal coordinates were established by GPS observations
 AE1675.and adjusted by the National Geodetic Survey in April 1998..
 AE1675
 AE1675.The orthometric height was determined by GPS observations and a
 AE1675.high-resolution geoid model.
 AE1675
 AE1675.GPS derived orthometric heights for airport stations designated as
 AE1675.PACS or SACS are published to 2 decimal places.  This maintains
 AE1675.centimeter relative accuracy between the PACS and SACS.  It does
 AE1675.not indicate centimeter accuracy relative to other marks which are
 AE1675.part of the NAVD 88 network.
 AE1675
 AE1675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1675
 AE1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1675
 AE1675.The ellipsoidal height was determined by GPS observations
 AE1675.and is referenced to NAD 83.
 AE1675
 AE1675.The geoid height was determined by GEOID03.
 AE1675
 AE1675;                    North         East     Units Scale Factor Converg.
 AE1675;SPC TX S     - 5,057,189.722   325,316.820   MT  0.99999602   +0 06 53.9
 AE1675;SPC TX S     -16,591,796.61  1,067,310.27   sFT  0.99999602   +0 06 53.9
 AE1675;UTM  14      - 2,896,125.726   575,269.360   MT  0.99966995   +0 19 56.6
 AE1675
 AE1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1675!SPC TX S     -   0.99999879  x   0.99999602  =   0.99999481
 AE1675!UTM  14      -   0.99999879  x   0.99966995  =   0.99966875
 AE1675
 AE1675                          SUPERSEDED SURVEY CONTROL
 AE1675
 AE1675  ELLIP H (04/08/98)    7.78   (m)                       GP(       ) 4 1
 AE1675  NAD 83(1993)-  26 10 57.42310(N)    098 14 48.18860(W) AD(       ) 3
 AE1675  NAD 83(1986)-  26 10 57.43265(N)    098 14 48.14618(W) AD(       ) 3
 AE1675  NGVD 29 (10/15/92)   30.9    (m)          101.     (f) GPS OBS        
 AE1675
 AE1675.Superseded values are not recommended for survey control.
 AE1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1675.See file dsdata.txt to determine how the superseded data were derived.
 AE1675
 AE1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7526996126(NAD 83)
 AE1675_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1675_SP_SET: CONCRETE POST
 AE1675_STAMPING: MFE E 1992
 AE1675_MARK LOGO: NOS   
 AE1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1675+STABILITY: SURFACE MOTION
 AE1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1675+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1997
 AE1675
 AE1675  HISTORY     - Date     Condition        Report By
 AE1675  HISTORY     - 1992     MONUMENTED       NGS
 AE1675  HISTORY     - 19920615 GOOD             NGS
 AE1675  HISTORY     - 19950404 GOOD             NGS
 AE1675  HISTORY     - 19970316 GOOD             NGS
 AE1675
 AE1675                          STATION DESCRIPTION
 AE1675
 AE1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AE1675'THE STATION IS LOCATED ON THE FIELD OF MILLER INTERNATIONAL AIRPORT
 AE1675'SOUTHWEST OF THE RUNWAY END 13, 175 FT (53.34 M) SOUTHWEST OF
 AE1675'CENTERLINE END RUNWAY 13, 90.1 FT (27.46 M) SOUTHWEST OF THE
 AE1675'SOUTHWEST MOST THRESHOLD LIGHT, 158.1 FT (48.19 M) WEST OF THE
 AE1675'SOUTHWEST MOST DISPLACED THRESHOLD LIGHT.  THE MARK IS ON LINE WITH
 AE1675'THE END OF THE RUNWAY.
 AE1675'IT IS SET IN A CONCRETE MONUMENT .2 FT (0.06 M) BELOW THE SURFACE. IT
 AE1675'IS A STANDARD TOPO DISK STAMPED ---MFE E 1992---.
 AE1675
 AE1675                          STATION RECOVERY (1992)
 AE1675
 AE1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AE1675'THE STATION IS LOCATED AT THE MILLER INTL AIRPORT SOUTHWEST OF THE
 AE1675'RUNWAY END 13, 175 FT (53.3 M) SOUTHWEST OF CL END RWY 13, 90.1 FT
 AE1675'(27.5 M) SW OF THE SW MOST THRESHOLD LIGHT, 158.1 FT (48.2 M) WEST OF
 AE1675'THE SW MOST DISPLACED THRESHOLD LIGHT.  THE MARK IS SET ON LINE WITH
 AE1675'THE END OF THE RUNWAY IN A CONCRETE MONUMENT .2 FT (6.1 CM) BELOW THE
 AE1675'SURFACE.  IT IS A STANDARD TOPO DISK STAMPED MFE E 1992.
 AE1675
 AE1675                          STATION RECOVERY (1995)
 AE1675
 AE1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE1675'THE STATION IS LOCATED NEAR THE CENTER OF MC ALLEN ON THE MILLER
 AE1675'INTERNATIONAL AIRPORT, SOUTH WEST OF AND IN LINE WITH RUNWAY END 13.
 AE1675'OWNERSHIP--CITY OF MC ALLEN P O BOX 220 MC ALLEN TX 78502.  DERALD
 AE1675'LARY MANAGER, JOHN MC GINLEY, OPERATIONS MANAGER, 210 682 9101.
 AE1675'NOTE--CONTACT OPERATIONS MGR 24-HOURS IN ADVANCE FOR ESCORT.  TO REACH
 AE1675'THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 83 AND STATE HIGHWAY 336
 AE1675'(S 10TH STREET) IN MC ALLEN, GO SOUTH ON 10TH STREET FOR 0.83 KM (0.50
 AE1675'MI) TO WICHITA STREET, TURN RIGHT, WEST, AND GO 0.7 KM (0.45 MI) AND
 AE1675'THE AIRPORT TERMINAL ON THE LEFT.  THE STATION IS 53.8 M (176.5 FT)
 AE1675'SOTHWEST OF THE CENTERLINE END OF RUNWAY 13, 48.6 M (159.4 FT) WEST OF
 AE1675'THE SOUTHWEST MOST DISPLACED THRESHOLD LIGHT, 28.1 M (92.2 FT)
 AE1675'SOUTHWEWST OF THE SOUTHWEST MOST RUNWAY END THRESHOLD LIGHT, 1.3 M
 AE1675'(4.3 FT) BELOW THE LEVEL OF THE RUNWAY, 0.9 M (3.0 FT) NORTHEAST OF A
 AE1675'WITNESS POST, AND THE MONUMENT IS 3 CM BELOW THE GROUND SURFACE.  BY
 AE1675'DEB
 AE1675
 AE1675                          STATION RECOVERY (1997)
 AE1675
 AE1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE1675'THE STATION IS LOCATED NEAR THE CENTER OF MC ALLEN ON THE MILLER
 AE1675'INTERNATIONAL AIRPORT, SOUTH WEST OF AND IN LINE WITH RUNWAY END 13.
 AE1675'OWNERSHIP--CITY OF MC ALLEN P O BOX 220 MC ALLEN TX 78502.  DERALD
 AE1675'LARY MANAGER, JOHN MC GINLEY, OPERATIONS MANAGER, 210 682 9101.
 AE1675'NOTE--CONTACT OPERATIONS MGR 24-HOURS IN ADVANCE FOR ESCORT.  TO REACH
 AE1675'THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 83 AND STATE HIGHWAY 336
 AE1675'(S 10TH STREET) IN MC ALLEN, GO SOUTH ON 10TH STREET FOR 0.83 KM (0.50
 AE1675'MI) TO WICHITA STREET, TURN RIGHT, WEST, AND GO 0.7 KM (0.45 MI) AND
 AE1675'THE AIRPORT TERMINAL ON THE LEFT, THEN FROM GATE 3 (ON THE SOUTHEAST
 AE1675'SIDE OF THE TERMINAL BUILDING) GO SOUTHERLY ACROSS THE APRON FOR ABOUT
 AE1675'0.2 MI (0.3 KM) TO A PARALLELL TAXIWAY, TURN RIGHT AND GO NORTHWEST
 AE1675'FOLLOWING THE PARALLEL TAXIWAY FOR 0.7 MI (1.1 KM) TO THE APPROACH END
 AE1675'OF RUNWAY 13 AHEAD, CONTINUE AHEAD SOUTHWEST (CROSSING RUNWAY 13) FOR
 AE1675'0/05 MI TO THE STATION.  THE STATION IS 53.8 M (176.5 FT) SOTHWEST OF
 AE1675'THE CENTERLINE END OF RUNWAY 13, 48.6 M (159.4 FT) WEST OF THE
 AE1675'SOUTHWEST MOST DISPLACED THRESHOLD LIGHT, 28.1 M (92.2 FT) SOUTHWEWST
 AE1675'OF THE SOUTHWEST MOST RUNWAY END THRESHOLD LIGHT, 1.3 M (4.3 FT) BELOW
 AE1675'THE LEVEL OF THE RUNWAY, 0.9 M (3.0 FT) NORTHEAST OF A WITNESS POST,
 AE1675'AND THE MONUMENT IS 3 CM BELOW THE GROUND SURFACE.  THIS IS A
 AE1675'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1676 ***********************************************************************
 AE1676  SACS        -  This is a Secondary Airport Control Station.
 AE1676  DESIGNATION -  MFE F
 AE1676  PID         -  AE1676
 AE1676  STATE/COUNTY-  TX/HIDALGO
 AE1676  USGS QUAD   -  PHARR (1983)
 AE1676
 AE1676                         *CURRENT SURVEY CONTROL
 AE1676  ___________________________________________________________________
 AE1676* NAD 83(1993)-  26 10 02.98489(N)    098 13 58.64727(W)     ADJUSTED  
 AE1676* NAVD 88     -        29.02   (meters)      95.2    (feet)  GPS OBS   
 AE1676  ___________________________________________________________________
 AE1676  X           -    -820,263.628 (meters)                     COMP
 AE1676  Y           -  -5,669,133.708 (meters)                     COMP
 AE1676  Z           -   2,795,731.012 (meters)                     COMP
 AE1676  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AE1676  ELLIP HEIGHT-           5.20  (meters)          (08/08/01) GPS OBS
 AE1676  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE1676
 AE1676  HORZ ORDER  -  FIRST
 AE1676  ELLP ORDER  -  FOURTH    CLASS I
 AE1676
 AE1676.This mark is at Mcallen Miller Intl (MFE) Airport (MFE)
 AE1676
 AE1676.The horizontal coordinates were established by GPS observations
 AE1676.and adjusted by the National Geodetic Survey in April 1998..
 AE1676
 AE1676.The orthometric height was determined by GPS observations and a
 AE1676.high-resolution geoid model.
 AE1676
 AE1676.GPS derived orthometric heights for airport stations designated as
 AE1676.PACS or SACS are published to 2 decimal places.  This maintains
 AE1676.centimeter relative accuracy between the PACS and SACS.  It does
 AE1676.not indicate centimeter accuracy relative to other marks which are
 AE1676.part of the NAVD 88 network.
 AE1676
 AE1676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1676
 AE1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1676
 AE1676.The ellipsoidal height was determined by GPS observations
 AE1676.and is referenced to NAD 83.
 AE1676
 AE1676.The geoid height was determined by GEOID03.
 AE1676
 AE1676;                    North         East     Units Scale Factor Converg.
 AE1676;SPC TX S     - 5,055,517.650   326,697.624   MT  0.99999979   +0 07 16.5
 AE1676;SPC TX S     -16,586,310.82  1,071,840.45   sFT  0.99999979   +0 07 16.5
 AE1676;UTM  14      - 2,894,459.445   576,656.040   MT  0.99967255   +0 20 17.8
 AE1676
 AE1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1676!SPC TX S     -   0.99999918  x   0.99999979  =   0.99999897
 AE1676!UTM  14      -   0.99999918  x   0.99967255  =   0.99967173
 AE1676
 AE1676                          SUPERSEDED SURVEY CONTROL
 AE1676
 AE1676  ELLIP H (04/08/98)    5.31   (m)                       GP(       ) 4 1
 AE1676  NAD 83(1993)-  26 10 02.98367(N)    098 13 58.65123(W) AD(       ) 3
 AE1676  NAD 83(1986)-  26 10 02.99230(N)    098 13 58.61046(W) AD(       ) 3
 AE1676  NGVD 29 (10/15/92)   29.1    (m)           95.     (f) GPS OBS        
 AE1676
 AE1676.Superseded values are not recommended for survey control.
 AE1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1676.See file dsdata.txt to determine how the superseded data were derived.
 AE1676
 AE1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7665694459(NAD 83)
 AE1676_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1676_SP_SET: CONCRETE POST
 AE1676_STAMPING: MFE F 1992
 AE1676_MARK LOGO: NOS   
 AE1676_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1676+STABILITY: SURFACE MOTION
 AE1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1676+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1997
 AE1676
 AE1676  HISTORY     - Date     Condition        Report By
 AE1676  HISTORY     - 1992     MONUMENTED       NOS
 AE1676  HISTORY     - 19920615 GOOD             NGS
 AE1676  HISTORY     - 19950404 GOOD             NGS
 AE1676  HISTORY     - 19970316 GOOD             NGS
 AE1676
 AE1676                          STATION DESCRIPTION
 AE1676
 AE1676'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AE1676'THE STATION IS LOCATED ON THE FIELD OF MILLER INTERNATIONAL AIRPORT.
 AE1676'IT IS LOCATED NEAR THE END OF RUNWAY 31, 175 FT (53.34 M) SOUTHWEST
 AE1676'OF CENTER LINE END RUNWAY 31 AND ON LINE WITH THE END, WEST OF A REIL
 AE1676', AND 55 FT (16.76 M) SOUTHWEST OF THE SOUTHWEST MOST THRESHOLD LIGHT.
 AE1676'THE MARK IS A STANDARD TOPO DISK SET IN A CONCRETE MONUMENT 0.2 FT
 AE1676'(0.06 M) BELOW THE SURFACE.THE DISK IS STAMPED MFE F 1992.
 AE1676
 AE1676                          STATION RECOVERY (1992)
 AE1676
 AE1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AE1676'THE STATION IS LOCATED AT THE MILLER INTL AIRPORT NEAR THE END OF
 AE1676'RUNWAY 31, 175 FT (53.3 M) SOUTHWEST OF CL END RWY 31 AND ON LINE WITH
 AE1676'THE END, WEST OF A REIL, AND 55 FT (16.8 M) SOUTHWEST OF THE SOUTHWEST
 AE1676'MOST THRESHOLD LIGHT.  THE MARK IS A STANDARD TOPO DISK SET IN A
 AE1676'CONCRETE MONUMENT .2 FT (6.1 CM) BELOW THE SURFACE.  THE DISK IS
 AE1676'STAMPED MFE F 1992.
 AE1676
 AE1676                          STATION RECOVERY (1995)
 AE1676
 AE1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE1676'THE STATION IS LOCATED NEAR THE CENTER OF MC ALLEN ON THE MILLER
 AE1676'INTERNATIONAL AIRPORT, SOUTH WEST OF AND IN LINE WITH RUNWAY END 31.
 AE1676'OWNERSHIP--CITY OF MC ALLEN P O BOX 220 MC ALLEN TX 78502.  DERALD
 AE1676'LARY MANAGER, JOHN MC GINLEY, OPERATIONS MANAGER, 210 682 9101.
 AE1676'NOTE--CONTACT OPERATIONS MGR 24-HOURS IN ADVANCE FOR ESCORT.  TO REACH
 AE1676'THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 83 AND STATE HIGHWAY 336
 AE1676'(S 10TH STREET) IN MC ALLEN, GO SOUTH ON 10TH STREET FOR 0.83 KM (0.50
 AE1676'MI) TO WICHITA STREET, TURN RIGHT, WEST, AND GO 0.7 KM (0.45 MI) AND
 AE1676'THE AIRPORT TERMINAL ON THE LEFT.  THE STATION IS 53.4 M (175.2 FT)
 AE1676'SOTHWEST OF THE CENTERLINE END OF RUNWAY 31, 27.4 M (89.9 FT)
 AE1676'SOUTHWEST OF THE SOUTHWEST MOST RUNWAY END LIGHT, 20.4 M (66.9 FT)
 AE1676'WEST OF THE WEST CONCRETE CORNER OF AN ELECTRIC REIL BOX WITH A STROBE
 AE1676'LIGHT ATACHED, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE RUNWAY, 0.8 M
 AE1676'(2.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS 3 CM BELOW
 AE1676'THE GROUND SURFACE.  BY DEB
 AE1676
 AE1676                          STATION RECOVERY (1997)
 AE1676
 AE1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE1676'THE STATION IS LOCATED NEAR THE CENTER OF MC ALLEN ON THE MILLER
 AE1676'INTERNATIONAL AIRPORT, SOUTH WEST OF AND IN LINE WITH RUNWAY END 31.
 AE1676'OWNERSHIP--CITY OF MC ALLEN P O BOX 220 MC ALLEN TX 78502.  DERALD
 AE1676'LARY MANAGER, JOHN MC GINLEY, OPERATIONS MANAGER, 210 682 9101.
 AE1676'NOTE--CONTACT OPERATIONS MGR 24-HOURS IN ADVANCE FOR ESCORT.  TO REACH
 AE1676'THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 83 AND STATE HIGHWAY 336
 AE1676'(S 10TH STREET) IN MC ALLEN, GO SOUTH ON 10TH STREET FOR 0.83 KM (0.50
 AE1676'MI) TO WICHITA STREET, TURN RIGHT, WEST, AND GO 0.7 KM (0.45 MI) AND
 AE1676'THE AIRPORT TERMINAL ON THE LEFT, THEN FROM GATE 3 (ON THE SOUTHEAST
 AE1676'SIDE OF THE TERMINAL BUILDING) GO SOUTHERLY ACROSS THE APRON FOR ABOUT
 AE1676'0.2 MI (0.3 KM) TO A PARALLEL TAXIWAY, TURN LEFT AND GO SOUTHEAST
 AE1676'FOLLOWING THE PARALLEL TAXIWAY FOR 0.5 MI (0.8 KM) TO THE APPROACH END
 AE1676'OF RUNWAY 31 AHEAD, CONTINUE AHEAD AND GO SOUTHWEST FOR 0.05 MI (0.08
 AE1676'KM) (CROSSING THE APPROACH END OF RUNWAY 31 TO THE STATION.  THE
 AE1676'STATION IS 53.4 M (175.2 FT) SOUTHWEST OF THE CENTERLINE END OF RUNWAY
 AE1676'31, 27.4 M (89.9 FT) SOUTHWEST OF THE SOUTHWEST MOST THESHOLD LIGHT,
 AE1676'20.4 M (66.9 FT) WEST OF THE WEST CONCRETE CORNER OF AN ELECTRIC REIL
 AE1676'BOX WITH A STROBE LIGHT ATACHED, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 AE1676'RUNWAY, 0.8 M (2.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 AE1676'IS 3 CM BELOW THE GROUND SURFACE.  THIS IS A SECONDARY AIRPORT CONTROL
 AE1676'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2769 ***********************************************************************
 AB2769  PACS        -  This is a Primary Airport Control Station.
 AB2769  DESIGNATION -  MFE G
 AB2769  PID         -  AB2769
 AB2769  STATE/COUNTY-  TX/HIDALGO
 AB2769  USGS QUAD   -  PHARR (1983)
 AB2769
 AB2769                         *CURRENT SURVEY CONTROL
 AB2769  ___________________________________________________________________
 AB2769* NAD 83(1993)-  26 10 41.57249(N)    098 14 35.68302(W)     ADJUSTED  
 AB2769* NAVD 88     -        30.78   (meters)     101.0    (feet)  GPS OBS   
 AB2769  ___________________________________________________________________
 AB2769  X           -    -821,206.657 (meters)                     COMP
 AB2769  Y           -  -5,668,469.499 (meters)                     COMP
 AB2769  Z           -   2,796,797.564 (meters)                     COMP
 AB2769  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AB2769  ELLIP HEIGHT-           6.95  (meters)          (10/24/00) GPS OBS
 AB2769  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AB2769
 AB2769  HORZ ORDER  -  B
 AB2769  ELLP ORDER  -  FOURTH    CLASS II
 AB2769
 AB2769.This mark is at Mcallen Miller Intl (MFE) Airport (MFE)
 AB2769
 AB2769.The horizontal coordinates were established by GPS observations
 AB2769.and adjusted by the National Geodetic Survey in February 1996..
 AB2769
 AB2769.The orthometric height was determined by GPS observations and a
 AB2769.high-resolution geoid model.
 AB2769
 AB2769.GPS derived orthometric heights for airport stations designated as
 AB2769.PACS or SACS are published to 2 decimal places.  This maintains
 AB2769.centimeter relative accuracy between the PACS and SACS.  It does
 AB2769.not indicate centimeter accuracy relative to other marks which are
 AB2769.part of the NAVD 88 network.
 AB2769
 AB2769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2769
 AB2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2769
 AB2769.The ellipsoidal height was determined by GPS observations
 AB2769.and is referenced to NAD 83.
 AB2769
 AB2769.The geoid height was determined by GEOID03.
 AB2769
 AB2769;                    North         East     Units Scale Factor Converg.
 AB2769;SPC TX S     - 5,056,703.051   325,666.694   MT  0.99999711   +0 06 59.6
 AB2769;SPC TX S     -16,590,199.93  1,068,458.15   sFT  0.99999711   +0 06 59.6
 AB2769;UTM  14      - 2,895,640.544   575,620.963   MT  0.99967060   +0 20 01.9
 AB2769
 AB2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2769!SPC TX S     -   0.99999891  x   0.99999711  =   0.99999602
 AB2769!UTM  14      -   0.99999891  x   0.99967060  =   0.99966951
 AB2769
 AB2769|---------------------------------------------------------------------|
 AB2769| PID    Reference Object                     Distance      Geod. Az  |
 AB2769|                                                           dddmmss.s |
 AB2769| AE0357 ARP MFE                             335.769 METERS 10753     |
 AB2769|---------------------------------------------------------------------|
 AB2769
 AB2769                          SUPERSEDED SURVEY CONTROL
 AB2769
 AB2769  ELLIP H (02/20/96)    7.06   (m)                       GP(       ) 1 1
 AB2769
 AB2769.Superseded values are not recommended for survey control.
 AB2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2769.See file dsdata.txt to determine how the superseded data were derived.
 AB2769
 AB2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7562195641(NAD 83)
 AB2769_MARKER: I = METAL ROD
 AB2769_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2769_STAMPING: MFE G 1995
 AB2769_MARK LOGO: NGS   
 AB2769_PROJECTION: RECESSED 2 CENTIMETERS
 AB2769_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2769+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1999
 AB2769_ROD/PIPE-DEPTH: 8.4  meters
 AB2769_SLEEVE-DEPTH  : 0.9 meters
 AB2769
 AB2769  HISTORY     - Date     Condition        Report By
 AB2769  HISTORY     - 1995     MONUMENTED       NGS
 AB2769  HISTORY     - 19970318 GOOD             NGS
 AB2769  HISTORY     - 19990313 GOOD             NGS
 AB2769
 AB2769                          STATION DESCRIPTION
 AB2769
 AB2769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2769'THE STATION IS LOCATED NEAR THE CENTER OF MC ALLEN ON THE MILLER
 AB2769'INTERNATIONAL AIRPORT, ON HIGH GROUND WEST OF THE RUNWAY NEAR A CANAL
 AB2769'SYPHON INLET, IN LINE WITH A MAN-HOLE COVER AND THE GLIDE SLOPE TOWER.
 AB2769'OWNERSHIP--CITY OF MC ALLEN P O BOX 220 MC ALLEN TX 78502. DERALD LARY
 AB2769'MANAGER, JOHN MC GINLEY, OPERATIONS MANAGER, 210 682 9101.
 AB2769'NOTE--CONTACT OPERATIONS MGR 24-HOURS IN ADVANCE FOR ESCORT. TO REACH
 AB2769'THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 83 AND STATE HIGHWAY 336
 AB2769'(S 10TH STREET) IN MC ALLEN, GO SOUTH ON 10TH STREET FOR 0.83 KM (0.50
 AB2769'MI) TO WICHITA STREET, TURN RIGHT, WEST, AND GO 0.7 KM (0.45 MI) AND
 AB2769'THE AIRPORT TERMINAL ON THE LEFT.  THE STATION IS EAST OF A GRAVELED
 AB2769'ROAD AND SOUTHEAST OF THE NORTH END OF A CANAL ON THE WEST SIDE OF THE
 AB2769'RUNWAY WEST OF TAXIWAY E.  16.5 E OF THE CENTER OF THE ROAD, 15.5 M
 AB2769'(50.9 FT) SOUTHEAST OF THE CENTER OF A MAN-HOLE COVER AND IN LINE WITH
 AB2769'THE GLIDE SLOPE TOWER, 0.9 M (3.0 FT) W OF A WITNESS POST, AND 0.3 M
 AB2769'(1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE DATUM POINT
 AB2769'IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A
 AB2769'REQUIREMENTS.  BY DEB
 AB2769
 AB2769                          STATION RECOVERY (1997)
 AB2769
 AB2769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB2769'THE STATION IS LOCATED NEAR THE CENTER OF MC ALLEN ON THE MILLER
 AB2769'INTERNATIONAL AIRPORT, ON HIGH GROUND WEST OF THE RUNWAY NEAR A CANAL
 AB2769'SYPHON INLET, IN LINE WITH A MAN-HOLE COVER AND THE GLIDE SLOPE TOWER
 AB2769'ON THE SOUTHWEST SIDE OF RUNWAY 13-31.  OWNERSHIP--CITY OF MC ALLEN P
 AB2769'O BOX 220 MC ALLEN TX 78502.  DERALD LARY MANAGER, JOHN MC GINLEY,
 AB2769'OPERATIONS MANAGER, 210 682 9101.  NOTE--CONTACT OPERATIONS MGR
 AB2769'24-HOURS IN ADVANCE FOR ESCORT.  TO REACH THE STATION FROM THE
 AB2769'JUNCTION OF U.S.HIGHWAY 83 AND STATE HIGHWAY 336 (S 10TH STREET) IN MC
 AB2769'ALLEN, GO SOUTH ON 10TH STREET FOR 0.83 KM (0.50 MI) TO WICHITA
 AB2769'STREET, TURN RIGHT, WEST, AND GO 0.7 KM (0.45 MI) AND THE AIRPORT
 AB2769'TERMINAL ON THE LEFT, THEN FROM GATE 3 (ON THE SOUTHEAST SIDE OF THE
 AB2769'TERMINALL BUILDING) GO SOUTHERLY ACROSS THE APRON FOR ABOUT 0.2 MI
 AB2769'(0.3 KM) TO A PARALLEL TAXIWAY, TURN RIGHT AND GO NORTHWEST ON THE
 AB2769'PARALLEL TAXIWAY FOR 0.6 MI (1.0 KM) TO THE ENTRANCE TO THE CARGO RAMP
 AB2769'ON THE RIGHT, BEAR RIGHT AND GO NORTHWESTERLY ACROSS THE CARGO RAMP
 AB2769'FOR 0.2 MI (0.3 KM) TO A PERIMETER ROAD, CONTINUE AHEAD AND GO
 AB2769'WESTERLY THEN SOUTHERLY FOLLOWING THE INNER PERIMETER ROAD (STAYING
 AB2769'INSIDE OF A LARGE DRAINAGE DITCH) FOR ABOUT 1.1 MI (1.8 KM) TO A CANAL
 AB2769'END ON THE RIGHT AND THE STATION AHEAD.  THE STATION IS EAST OF A
 AB2769'GRAVELED ROAD AND SOUTHEAST OF THE NORTH END OF A CANAL ON THE WEST
 AB2769'SIDE OF THE RUNWAY WEST OF TAXIWAY E, 16.5 E OF THE CENTER OF THE
 AB2769'ROAD, 15.5 M (50.9 FT) SOUTHEAST OF THE CENTER OF A MAN-HOLE COVER AND
 AB2769'IN LINE WITH THE GLIDE SLOPE TOWER, 0.9 M (3.0 FT) W OF A WITNESS
 AB2769'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO
 AB2769'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT
 AB2769'MEET CLASS A REQUIREMENTS.  THIS IS THE PRIMARY AIRPORT CONTROL
 AB2769'STATION.
 AB2769
 AB2769                          STATION RECOVERY (1999)
 AB2769
 AB2769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AB2769'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2026 ***********************************************************************
 FL2026  DESIGNATION -  MIAMI
 FL2026  PID         -  FL2026
 FL2026  STATE/COUNTY-  TX/ROBERTS
 FL2026  USGS QUAD   -  MIAMI (1972)
 FL2026
 FL2026                         *CURRENT SURVEY CONTROL
 FL2026  ___________________________________________________________________
 FL2026* NAD 83(1993)-  35 41 19.86328(N)    100 40 32.77172(W)     ADJUSTED  
 FL2026* NAVD 88     -       911.     (meters)    2989.     (feet)  SCALED    
 FL2026  ___________________________________________________________________
 FL2026  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 FL2026  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FL2026
 FL2026  HORZ ORDER  -  THIRD
 FL2026
 FL2026.The horizontal coordinates were established by classical geodetic methods
 FL2026.and adjusted by the National Geodetic Survey in February 1996..
 FL2026
 FL2026.The orthometric height was scaled from a topographic map.
 FL2026
 FL2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2026
 FL2026.The geoid height was determined by GEOID03.
 FL2026
 FL2026;                    North         East     Units Scale Factor Converg.
 FL2026;SPC TX N     - 1,187,667.627   274,599.769   MT  0.99992202   +0 28 39.6
 FL2026;SPC TX N     - 3,896,539.54    900,916.08   sFT  0.99992202   +0 28 39.6
 FL2026;UTM  14      - 3,950,732.195   348,368.821   MT  0.99988333   -0 58 40.1
 FL2026
 FL2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2026!SPC TX N     -   0.99986123  x   0.99992202  =   0.99978326
 FL2026!UTM  14      -   0.99986123  x   0.99988333  =   0.99974457
 FL2026
 FL2026:                Primary Azimuth Mark                     Grid Az
 FL2026:SPC TX N     -  AMARILLO KANSAS CITY AWY BCN 6           001 33 07.9
 FL2026:UTM  14      -  AMARILLO KANSAS CITY AWY BCN 6           003 00 27.6
 FL2026
 FL2026|---------------------------------------------------------------------|
 FL2026| PID    Reference Object                     Distance      Geod. Az  |
 FL2026|                                                           dddmmss.s |
 FL2026| FL2027 AMARILLO KANSAS CITY AWY BCN 6      APPROX. 3.8 KM 0020147.5 |
 FL2026| CK9424 MIAMI RM 1                            8.885 METERS 09437     |
 FL2026| CK9423 MIAMI AZ MK                                        2743926.8 |
 FL2026| CK9425 MIAMI RM 2                            8.001 METERS 27537     |
 FL2026|---------------------------------------------------------------------|
 FL2026
 FL2026                          SUPERSEDED SURVEY CONTROL
 FL2026
 FL2026  NAD 83(1993)-  35 41 19.86424(N)    100 40 32.77098(W) AD(       ) 3
 FL2026  NAD 83(1986)-  35 41 19.86856(N)    100 40 32.76044(W) AD(       ) 3
 FL2026  NAD 27      -  35 41 19.71500(N)    100 40 31.25800(W) AD(       ) 3
 FL2026
 FL2026.Superseded values are not recommended for survey control.
 FL2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2026.See file dsdata.txt to determine how the superseded data were derived.
 FL2026
 FL2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4836950732(NAD 83)
 FL2026_MARKER: DS = TRIANGULATION STATION DISK
 FL2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2026
 FL2026  HISTORY     - Date     Condition        Report By
 FL2026  HISTORY     - 1951     MONUMENTED       CGS
 FL2026
 FL2026                          STATION DESCRIPTION
 FL2026
 FL2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2026'THE STATION IS LCOATED ABOUT 2 MILES AIR LINE WEST OF MIAMI.
 FL2026'2 MILES NORTHWEST OF U.S. HIGHWAY 60.  1 MILE WEST OF THE
 FL2026'JUNCTION OF FARM ROADS 282 AND 283.  23 YARDS SOUTH OF THE
 FL2026'CENTER OF FARM ROAD 282.  15 YARDS NORTH OF THE HIGHEST PART
 FL2026'OF THE HILL AND 10 YARDS WEST OF A WIRE GATE.  THE STATION
 FL2026'MARK, STAMPED MIAMI 1951, IS A BRONZE DISK SET IN A SQUARE
 FL2026'CONCRETE POST THAT PROJECTS 6 INCHES AND IT IS 5 FEET NORTH
 FL2026'OF A WHITE WITNESS POST THAT IS SET IN AN EAST-WEST FENCE
 FL2026'LINE.
 FL2026'
 FL2026'REFERENCE MARK NO. 1, STAMPED MIAMI NO 1 1951, IS A BRONZE
 FL2026'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND
 FL2026'IT IS 4 FEET WEST OF THE WIRE GATE.
 FL2026'
 FL2026'REFERENCE MARK NO. 2, STAMPED MIAMI NO 2 1951, IS A BRONZE
 FL2026'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 FL2026'AND IT IS 1 FOOT SOUTH OF THE EAST-WEST FENCE LINE.
 FL2026'
 FL2026'THE AZIMUTH MARK, STAMPED MIAMI 1951, IS A BRONZE DISK SET
 FL2026'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 30
 FL2026'YARDS EAST OF THE SUMMIT OF A LOW HILL.  11 YARDS NORTH OF THE
 FL2026'CENTER OF FARM ROAD 282.  1 FOOT SOUTH OF A FENCE LINE AND 1
 FL2026'FOOT EAST OF A WHITE WITNESS POST.
 FL2026'
 FL2026'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 FL2026'FARM ROAD 282 IN MIAMI, GO NORTHWESTERLY ON FARM ROAD 282
 FL2026'FOR 1.4 MILES TO THE JUNCTION OF FARM ROADS 282 AND 283.
 FL2026'KEEP LEFT FORK, FARM ROAD 282, AND GO WESTERLY FOR 1.0 MILE
 FL2026'TO A WIRE GATE AND THE STATION ON THE LEFT, SOUTH SIDE OF
 FL2026'THE ROAD.
 FL2026'
 FL2026'TO REACH THE AZIMUTH MARK CONTINUE WESTERLY ON FARM ROAD 282
 FL2026'FOR 0.5 MILE TO THE MARK ON THE RIGHT, NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0970 ***********************************************************************
 BM0970  DESIGNATION -  MICHIE
 BM0970  PID         -  BM0970
 BM0970  STATE/COUNTY-  TX/GRIMES
 BM0970  USGS QUAD   -  NAVASOTA (1989)
 BM0970
 BM0970                         *CURRENT SURVEY CONTROL
 BM0970  ___________________________________________________________________
 BM0970* NAD 83(1993)-  30 24 19.48715(N)    096 00 51.06561(W)     ADJUSTED  
 BM0970* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 BM0970  ___________________________________________________________________
 BM0970  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BM0970  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BM0970
 BM0970  HORZ ORDER  -  FIRST
 BM0970
 BM0970.The horizontal coordinates were established by classical geodetic methods
 BM0970.and adjusted by the National Geodetic Survey in February 1996..
 BM0970
 BM0970.The orthometric height was scaled from a topographic map.
 BM0970
 BM0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0970
 BM0970.The geoid height was determined by GEOID03.
 BM0970
 BM0970;                    North         East     Units Scale Factor Converg.
 BM0970;SPC TX C     - 3,089,950.410 1,114,903.194   MT  0.99993546   +2 13 28.6
 BM0970;SPC TX C     -10,137,612.30  3,657,811.56   sFT  0.99993546   +2 13 28.6
 BM0970;SPC TXSC     - 4,288,732.976   886,891.605   MT  1.00003755   +1 27 46.0
 BM0970;SPC TXSC     -14,070,618.11  2,909,743.54   sFT  1.00003755   +1 27 46.0
 BM0970;UTM  14      - 3,367,494.906   786,861.016   MT  1.00061531   +1 30 43.9
 BM0970;UTM  15      - 3,367,567.234   210,412.139   MT  1.00063470   -1 31 35.7
 BM0970
 BM0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0970!SPC TX C     -   0.99998508  x   0.99993546  =   0.99992054
 BM0970!SPC TXSC     -   0.99998508  x   1.00003755  =   1.00002263
 BM0970!UTM  14      -   0.99998508  x   1.00061531  =   1.00060038
 BM0970!UTM  15      -   0.99998508  x   1.00063470  =   1.00061977
 BM0970
 BM0970:                Primary Azimuth Mark                     Grid Az
 BM0970:SPC TX C     -  ANDERSON ST STANISLAUS CATH CH           010 47 43.5
 BM0970:SPC TXSC     -  ANDERSON ST STANISLAUS CATH CH           011 33 26.1
 BM0970:UTM  14      -  ANDERSON ST STANISLAUS CATH CH           011 30 28.2
 BM0970:UTM  15      -  ANDERSON ST STANISLAUS CATH CH           014 32 47.8
 BM0970
 BM0970|---------------------------------------------------------------------|
 BM0970| PID    Reference Object                     Distance      Geod. Az  |
 BM0970|                                                           dddmmss.s |
 BM0970| BL2264 ANDERSON ST STANISLAUS CATH CH      APPROX. 8.8 KM 0130112.1 |
 BM0970| BL2260 ANDERSON GRIMES CO CTHSE CUP        APPROX. 9.6 KM 0154957.9 |
 BM0970| BL2261 ANDERSON INTST PUB SERV CO TK       APPROX. 9.5 KM 0163719.3 |
 BM0970| CV8844 MICHIE RM 1                          26.017 METERS 09131     |
 BM0970| CV8843 MICHIE AZ MK                                       1572506.9 |
 BM0970| BM0981 WASHINGTON EVAN LUTH CH SPIRE       APPROX.19.6 KM 2282017.9 |
 BM0970| BM0976 NAVASOTA MISSOURI PAC RY CO TK      APPROX. 7.4 KM 2424708.4 |
 BM0970| BM0969 NAVASOTA FRIENDSHIP BAP CH          APPROX. 7.2 KM 2464933.0 |
 BM0970| BM0964 NAVASOTA FIRST PRESB CH SPIRE       APPROX. 7.2 KM 2534921.1 |
 BM0970| BM0966 NAVASOTA CITY HALL TOWER            APPROX. 7.4 KM 2541148.1 |
 BM0970| BM0968 NAVASOTA ST PAULS EPIS CH           APPROX. 7.1 KM 2544705.6 |
 BM0970| BM0971 NAVASOTA SCHUMACHER OIL SPIPE       APPROX. 7.5 KM 2562505.1 |
 BM0970| BM0967 GALVESTON WACO AIRWAY BCN 10        APPROX. 3.3 KM 2650944.1 |
 BM0970| BM0948 GALVESTON WACO AIRWAY BCN 11        APPROX.26.1 KM 3133902.0 |
 BM0970| CV8845 MICHIE RM 2                          31.064 METERS 33346     |
 BM0970|---------------------------------------------------------------------|
 BM0970
 BM0970                          SUPERSEDED SURVEY CONTROL
 BM0970
 BM0970  NAD 83(1986)-  30 24 19.50109(N)    096 00 51.04835(W) AD(       ) 1
 BM0970  NAD 27      -  30 24 18.76000(N)    096 00 50.20900(W) AD(       ) 1
 BM0970
 BM0970.Superseded values are not recommended for survey control.
 BM0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0970.See file dsdata.txt to determine how the superseded data were derived.
 BM0970
 BM0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8686167495(NAD 83)
 BM0970_MARKER: DS = TRIANGULATION STATION DISK
 BM0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0970
 BM0970  HISTORY     - Date     Condition        Report By
 BM0970  HISTORY     - 1935     MONUMENTED       CGS
 BM0970  HISTORY     - 1937     GOOD             TXHD
 BM0970  HISTORY     - 1952     GOOD             CGS
 BM0970  HISTORY     - 1957     GOOD             CGS
 BM0970  HISTORY     - 19941105 GOOD             USPSQD
 BM0970  HISTORY     - 19991107 GOOD             USPSQD
 BM0970
 BM0970                          STATION DESCRIPTION
 BM0970
 BM0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0970'THIS STATION IS ABOUT 6 MILES NE OF NAVASOTA, ABOUT 5 MILES
 BM0970'S OF ANDERSON AND 13 MILES SE OF CARLOS ON LAND OWNED AND
 BM0970'OCCUPIED BY J.P. MITCHIE, AND THE MARK IS SET IN THE SW
 BM0970'CORNER OF THE FIELD, ABOUT 150 YARDS N OF A SMALL SCHOOLHOUSE,
 BM0970'ABOUT 300 YARDS S-SE OF MR. MITCHIES HOUSE, 25 FEET E OF
 BM0970'N-S FENCE LINE, 25 FEET W OF AN OAK TREE AT THE END OF E-W
 BM0970'FENCE LINE.  THE MARK PROJECTS 8 INCHES.
 BM0970'
 BM0970'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BM0970'BRONZE DISKS SET IN CONCRETE.
 BM0970'
 BM0970'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT N OF FENCE
 BM0970'LINE AND PROJECTS 5 INCHES.  REFERENCE MARK NO. 2 IS N-NW
 BM0970'OF THE STATION, 1 FOOT E OF THE FENCE LINE AND PROJECTS 6
 BM0970'INCHES.
 BM0970'
 BM0970'AZIMUTH MARK IS S-SE OF THE STATION ON THE SE EDGE OF THE
 BM0970'RIGHT-OF-WAY, ABOUT 70 YARDS E-NE OF SCHOOLHOUSE, 2 FEET
 BM0970'NW OF FENCE LINE, 32 FEET SE OF THE CENTER LINE OF THE ROAD
 BM0970'AND PROJECTS 6 INCHES.
 BM0970'
 BM0970'TO REACH FROM NAVASOTA, INTERSECTION OF TEXAS 6 AND 90, GO
 BM0970'SE ON 6 FOR 1.0 MILE TO INTERSECTION WITH TEXAS 105.  TURN
 BM0970'LEFT ON 105 AND GO 2.0 MILES TO SIDE ROAD TO LEFT, THENCE
 BM0970'LEFT 0.05 MILE TO CROSSROADS, THENCE LEFT 0.05 MILE TO SIDE
 BM0970'ROAD TO RIGHT.  HERE TURN RIGHT AND GO 3.4 MILES TO SCHOOL
 BM0970'ON LEFT.  STATION IS ABOUT 0.15 MILE NW OF THE ROAD AND ABOUT
 BM0970'150 YARDS N OF THE SCHOOL.
 BM0970'
 BM0970'A 50-FOOT TOWER WAS USED.
 BM0970'
 BM0970'ALL LIGHTS COME INTO VIEW AT 10 FEET.
 BM0970
 BM0970                          STATION RECOVERY (1937)
 BM0970
 BM0970'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0970'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 BM0970
 BM0970                          STATION RECOVERY (1952)
 BM0970
 BM0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BM0970'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 BM0970'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN VERY GOOD CONDITION.
 BM0970'A DIFFERENCE IN THE DIRECTION TO REFERENCE MARK NO. 1 WAS
 BM0970'FOUND AND A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK NO. 2
 BM0970'WAS FOUND.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 BM0970'
 BM0970'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF ANDERSON, ABOUT
 BM0970'5 MILES NORTHEAST OF NAVASOTA, ABOUT 300 YARDS SOUTH OF MR.
 BM0970'MICHIES HOUSE, 24 FEET WEST OF AN OAK TREE WITH A TRIANGLE
 BM0970'BLAZE AND 12.5 FEET EAST OF THE WITNESS POST AND A NORTH-SOUTH
 BM0970'FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED MICHIE 1935.
 BM0970'
 BM0970'REFERENCE MARK NO 1 IS IN A PASTURE 61 FEET EAST OF THE OAK
 BM0970'TREE WITH THE TRIANGLE BLAZE.  IT PROJECTS 4 INCHES AND IS
 BM0970'STAMPED MICHIE NO 1 1935.
 BM0970'
 BM0970'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A NORTH-SOUTH FENCE
 BM0970'LINE.  IT PROJECTS 4 INCHES AND IS STAMPED MICHIE NO 2 1935.
 BM0970'
 BM0970'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 160.49 FEET.
 BM0970'
 BM0970'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF A DIRT
 BM0970'ROAD, 2.5 FEET WEST OF A WITNESS POST AND 2 FEET SOUTH OF AN
 BM0970'EAST-WEST FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 BM0970'MICHIE 1935 AZIMUTH.
 BM0970'
 BM0970'TO REACH THE STATION FROM THE POST OFFICE IN NAVASOTA GO
 BM0970'EAST FOR 0.05 MILE TO STATE HIGHWAYS 6 AND 105, TURN RIGHT
 BM0970'AND GO SOUTH FOR 0.9 MILE TO THE JUNCTION OF STATE HIGHWAYS
 BM0970'6 AND 105, TURN LEFT AND GO EAST ON STATE HIGHWAY 105 FOR
 BM0970'1.9 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH AND
 BM0970'EAST FOR 3.0 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 BM0970'DESCRIBED, CONTINUE EASTERLY FOR 0.1 MILE TO A GATE AND DRIVEWAY
 BM0970'ON THE LEFT LEADING TO MR. MICHIES HOUSE, TURN LEFT AND
 BM0970'PASS THRU GATE AND GO NORTHWEST ACROSS PASTURE FOR 0.25 MILE TO
 BM0970'THE STATION AS DESCRIBED.
 BM0970
 BM0970                          STATION RECOVERY (1957)
 BM0970
 BM0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WHS)
 BM0970'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BM0970'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BM0970
 BM0970                          STATION RECOVERY (1994)
 BM0970
 BM0970'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0970'RECOVERED IN GOOD CONDITION.
 BM0970
 BM0970                          STATION RECOVERY (1999)
 BM0970
 BM0970'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0874 ***********************************************************************
 BM0874  DESIGNATION -  MICK
 BM0874  PID         -  BM0874
 BM0874  STATE/COUNTY-  TX/BASTROP
 BM0874  USGS QUAD   -  UTLEY (1982)
 BM0874
 BM0874                         *CURRENT SURVEY CONTROL
 BM0874  ___________________________________________________________________
 BM0874* NAD 83(1993)-  30 14 17.25052(N)    097 22 41.47817(W)     ADJUSTED  
 BM0874* NAVD 88     -       170.4    (meters)     559.     (feet)  VERTCON   
 BM0874  ___________________________________________________________________
 BM0874  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BM0874  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0874
 BM0874  HORZ ORDER  -  FIRST
 BM0874
 BM0874.The horizontal coordinates were established by classical geodetic methods
 BM0874.and adjusted by the National Geodetic Survey in February 1996..
 BM0874
 BM0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0874
 BM0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0874
 BM0874.The geoid height was determined by GEOID03.
 BM0874
 BM0874;                    North         East     Units Scale Factor Converg.
 BM0874;SPC TX C     - 3,067,128.274   984,405.705   MT  0.99996979   +1 31 19.5
 BM0874;SPC TX C     -10,062,736.68  3,229,671.05   sFT  0.99996979   +1 31 19.5
 BM0874;UTM  14      - 3,346,284.478   656,055.531   MT  0.99990045   +0 49 00.8
 BM0874
 BM0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0874!SPC TX C     -   0.99997734  x   0.99996979  =   0.99994713
 BM0874!UTM  14      -   0.99997734  x   0.99990045  =   0.99987779
 BM0874
 BM0874:                Primary Azimuth Mark                     Grid Az
 BM0874:SPC TX C     -  ELGIN MUNICIPAL TANK                     358 30 39.9
 BM0874:UTM  14      -  ELGIN MUNICIPAL TANK                     359 12 58.6
 BM0874
 BM0874|---------------------------------------------------------------------|
 BM0874| PID    Reference Object                     Distance      Geod. Az  |
 BM0874|                                                           dddmmss.s |
 BM0874| BM0881 ELGIN MUNICIPAL TANK                APPROX.12.1 KM 0000159.4 |
 BM0874| CV4808 MICK RM 1                            18.561 METERS 16715     |
 BM0874| CV4807 MICK AZ MK                                         2252352.0 |
 BM0874| CV4809 MICK RM 2                            17.666 METERS 25813     |
 BM0874|---------------------------------------------------------------------|
 BM0874
 BM0874                          SUPERSEDED SURVEY CONTROL
 BM0874
 BM0874  NAD 83(1986)-  30 14 17.27033(N)    097 22 41.46027(W) AD(       ) 1
 BM0874  NAD 27      -  30 14 16.50520(N)    097 22 40.47974(W) AD(       ) 1
 BM0874  NGVD 29 (07/19/86)  170.3    (m)          559.     (f) VERT ANG       
 BM0874
 BM0874.Superseded values are not recommended for survey control.
 BM0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0874.See file dsdata.txt to determine how the superseded data were derived.
 BM0874
 BM0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU5605646284(NAD 83)
 BM0874_MARKER: DS = TRIANGULATION STATION DISK
 BM0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0874
 BM0874  HISTORY     - Date     Condition        Report By
 BM0874  HISTORY     - 1967     MONUMENTED       CGS
 BM0874
 BM0874                          STATION DESCRIPTION
 BM0874
 BM0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0874'THE STATION IS ON A SANDY, TREE COVERED RIDGE ABOUT 10 MILES
 BM0874'NORTH-NORTHWEST OF BASTROP, 8 MILES SOUTHWEST OF MC DADE,
 BM0874'7-1/2 MILES SOUTH OF ELGIN, AND ON PROPERTY OWNED BY
 BM0874'MRS. WILLIAM MICK, SINTON, TEXAS.
 BM0874'
 BM0874'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290
 BM0874'AND STATE HIGHWAY 95 AT THE SOUTHEAST EDGE OF ELGIN, GO SOUTHERLY
 BM0874'ON STATE HIGHWAY 95 FOR 7.1 MILES TO AN OLD CHURCH OF GOD
 BM0874'AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 BM0874'GRAVELED ROAD FOR 0.7 MILE TO A FORK.  KEEP THE RIGHT FORK
 BM0874'AND CONTINUE 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND
 BM0874'CONTINUE ON MAIN TRAVELED ROAD FOR 2.1 MILES TO A SIDE ROAD
 BM0874'RIGHT, JUST BEFORE REACHING A FARM HOUSE ON THE RIGHT.  TURN
 BM0874'RIGHT AND GO NORTHWESTERLY ON MAIN TRACK ROAD FOR 0.3 MILE TO
 BM0874'A FORK.  TAKE THE LEFT FORK AND GO NORTHWESTERLY ON TRACK
 BM0874'ROAD FOR 0.2 MILE TO A WIRE GATE.  CONTINUE WESTERLY ON TRACK
 BM0874'ROAD ALONG SOUTH SIDE OF FENCE FOR 0.5 MILE TO A METAL GATE
 BM0874'(LOCKED).  PASS THROUGH METAL GATE AND GO NORTHERLY ON
 BM0874'TRACK ROAD FOR 0.65 MILE TO A RANCH HOUSE.  TURN LEFT JUST
 BM0874'AFTER PASSING RANCH HOUSE AND GO NORTHWEST ON OLD LANE
 BM0874'ROAD 0.15 MILE TO A WIRE GATE.  PASS THROUGH WIRE GATE
 BM0874'AND CONTINUE ON TRACK ROAD FOR 0.15 MILE TO ANOTHER WIRE
 BM0874'GATE, JUST BEFORE REACHING STOCK POND DAM.  PASS THROUGH
 BM0874'GATE, GOING TO THE RIGHT OF THE DAM AND CONTINUE ON TRACK ROAD
 BM0874'FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 BM0874'CONTINUE ON TRACK ROAD FOR 0.25 MILE TO A METAL GATE IN
 BM0874'FENCE LINE OF THE LEFT.  CONTINUE NORTHWEST ON TRACK ROAD ALONG
 BM0874'NORTH SIDE OF FENCE FOR 0.15 MILE TO A WINDFALL ACROSS
 BM0874'ROAD.  PASS TO THE RIGHT OF THE WINDFALL AND CONTINUE
 BM0874'NORTHWEST ON OLD LANE ROAD FOR 0.15 MILE TO A PIPELINE
 BM0874'CLEARING, ABOUT 35 YARDS BEFORE REACHING A BOARD GATE.  TURN
 BM0874'RIGHT AND GO NORTHEAST ON PIPELINE CLEARING AND TRACK ROAD FOR
 BM0874'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST
 BM0874'ON TRACK ROAD FOR 0.3 MILE TO THE HIGHEST POINT OF RIDGE AND
 BM0874'THE STATION ON THE LEFT.
 BM0874'
 BM0874'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 BM0874'MICK 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BM0874'POST AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET
 BM0874'NORTHEAST OF A 5-INCH OAK TREE WITH TRIANGULAR BLAZE, 15 FEET
 BM0874'NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 4 FEET SOUTH
 BM0874'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BM0874'
 BM0874'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 BM0874'MICK NO 1 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BM0874'POST AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 64
 BM0874'1/2 FEET SOUTH OF THE METAL WITNESS POST, 56 FEET SOUTH-SOUTHEAST
 BM0874'OF THE 5-INCH OAK TREE AND 38 FEET SOUTH OF THE CENTER OF THE
 BM0874'TRACK ROAD.
 BM0874'
 BM0874'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED MICK
 BM0874'NO 2 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 BM0874'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET WEST OF
 BM0874'THE METAL WITNESS POST, 45 FEET NORTHWEST OF THE CENTER OF THE
 BM0874'TRACK ROAD, AND 43-1/2 FEET WEST OF THE 5-INCH OAK TREE WITH
 BM0874'TRIANGULAR BLAZE.
 BM0874'
 BM0874'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED MICK
 BM0874'1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 BM0874'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET
 BM0874'SOUTHEAST OF THE CENTER OF THE TRACK ROAD AND 2.5 FEET SOUTH
 BM0874'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BM0874'
 BM0874'NOTE--IT IS RECOMMENDED THAT A 4-WHEEL DRIVE VEHICLE BE TAKEN
 BM0874'TO THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1973 ***********************************************************************
 AY1973  DESIGNATION -  MICO
 AY1973  PID         -  AY1973
 AY1973  STATE/COUNTY-  TX/MEDINA
 AY1973  USGS QUAD   -  MEDINA LAKE (1982)
 AY1973
 AY1973                         *CURRENT SURVEY CONTROL
 AY1973  ___________________________________________________________________
 AY1973* NAD 83(1993)-  29 33 13.00493(N)    098 54 23.31680(W)     ADJUSTED  
 AY1973* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 AY1973  ___________________________________________________________________
 AY1973  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AY1973  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AY1973
 AY1973  HORZ ORDER  -  FIRST
 AY1973
 AY1973.The horizontal coordinates were established by classical geodetic methods
 AY1973.and adjusted by the National Geodetic Survey in February 1996..
 AY1973
 AY1973.The orthometric height was scaled from a topographic map.
 AY1973
 AY1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1973
 AY1973.The geoid height was determined by GEOID03.
 AY1973
 AY1973;                    North         East     Units Scale Factor Converg.
 AY1973;SPC TXSC     - 4,190,656.350   609,062.633   MT  0.99987050   +0 02 44.9
 AY1973;SPC TXSC     -13,748,845.04  1,998,232.99   sFT  0.99987050   +0 02 44.9
 AY1973;UTM  14      - 3,269,327.319   509,060.185   MT  0.99960101   +0 02 46.1
 AY1973
 AY1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1973!SPC TXSC     -   0.99994300  x   0.99987050  =   0.99981351
 AY1973!UTM  14      -   0.99994300  x   0.99960101  =   0.99954403
 AY1973
 AY1973:                Primary Azimuth Mark                     Grid Az
 AY1973:SPC TXSC     -  MICO AZ MK                               025 02 30.6
 AY1973:UTM  14      -  MICO AZ MK                               025 02 29.4
 AY1973
 AY1973|---------------------------------------------------------------------|
 AY1973| PID    Reference Object                     Distance      Geod. Az  |
 AY1973|                                                           dddmmss.s |
 AY1973| CV4810 MICO AZ MK                                         0250515.5 |
 AY1973| AY1972 7A USE 1953                          17.765 METERS 06408     |
 AY1973| CV4811 MICO RM 2                            25.019 METERS 17255     |
 AY1973|---------------------------------------------------------------------|
 AY1973
 AY1973                          SUPERSEDED SURVEY CONTROL
 AY1973
 AY1973  NAD 83(1986)-  29 33 13.00885(N)    098 54 23.30058(W) AD(       ) 1
 AY1973  NAD 27      -  29 33 12.18800(N)    098 54 22.19800(W) AD(       ) 1
 AY1973
 AY1973.Superseded values are not recommended for survey control.
 AY1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1973.See file dsdata.txt to determine how the superseded data were derived.
 AY1973
 AY1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT0906069327(NAD 83)
 AY1973_MARKER: DS = TRIANGULATION STATION DISK
 AY1973_SETTING: 66 = SET IN ROCK OUTCROP
 AY1973
 AY1973  HISTORY     - Date     Condition        Report By
 AY1973  HISTORY     - 1953     MONUMENTED       CGS
 AY1973  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY1973  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1973
 AY1973                          STATION DESCRIPTION
 AY1973
 AY1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1973'THE STATION IS LOCATED ABOUT 13.5 MILES NORTH OF CASTROVILLE
 AY1973'AND 1.5 MILES NORTHEAST OF THE MEDINA LAKE DAM ON A ROCKY,
 AY1973'WOODED HILL.
 AY1973'
 AY1973'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 AY1973'AND FARM ROAD 471 AT THE EAST EDGE OF CASTROVILLE, GO NORTHERLY
 AY1973'ON FARM ROAD 471 FOR 6.25 MILES TO A CROSSROADS JUST NORTH
 AY1973'OF THE POST OFFICE IN RIO MEDINA.  TURN LEFT, GO WESTERLY
 AY1973'0.9 MILE TO A FORK.  TURN SHARP RIGHT, GO NORTHERLY 7.0
 AY1973'MILES TO A FORK.  TURN LEFT, GO NORTHERLY 1.7 MILES TO THE
 AY1973'TOWN OF MICO.  CONTINUE 2.1 MILES TO A FORK AND THE STATION
 AY1973'ON THE RIGHT.
 AY1973'
 AY1973'THE STATION MARK IS STAMPED MICO 1953.  IT IS A STANDARD
 AY1973'DISK SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 AY1973'GROUND LEVEL.  IT IS 175 FEET SOUTHWEST OF A TAVERN, 35 FEET
 AY1973'SOUTH OF THE CENTER LINE OF A ROAD AND 19 FEET SOUTH OF
 AY1973'SEVEN MAIL BOXES.
 AY1973'
 AY1973'REFERENCE MARK 1 IS A U.S. ARMY ENGINEER DISK STAMPED 7A
 AY1973'1265.  IT IS SET IN A CONCRETE POST THAT PROJECTS 4 INCHES
 AY1973'AND IS 25 FEET SOUTH OF THE CENTER LINE OF A ROAD AND 3
 AY1973'FEET NORTHWEST OF A GATE POST.
 AY1973'
 AY1973'REFERENCE MARK 2 IS STAMPED MICO NO 2 1953.  IT IS A STANDARD
 AY1973'DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES.
 AY1973'
 AY1973'THE AZIMUTH MARK IS STAMPED MICO 1953.  IT IS A STANDARD
 AY1973'DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1 FOOT.
 AY1973'IT IS 60 FEET SOUTH OF THE TOP OF A RIDGE, 50 FEET SOUTHEAST
 AY1973'OF A 12 INCH TREE, 24 FEET WEST OF THE CENTER LINE OF A
 AY1973'DIRT ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.
 AY1973'
 AY1973'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 AY1973'DIRT ROAD 0.4 MILE TO A CURVE AND THE MARK ON THE LEFT.
 AY1973'
 AY1973'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AY1973
 AY1973                          STATION RECOVERY (1964)
 AY1973
 AY1973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1973'A THOROUGH SEARCH WAS MADE AND THE STATION WAS NOT FOUND.
 AY1973'THE STATION MARK WAS PROBABLY DESTROYED BY NEW HIGHWAY CONSTRUCTION
 AY1973'IN THE AREA.  RM 2 WAS FOUND IN GOOD CONDITION, BUT RM 1,
 AY1973'A USE BM, APPEARS TO HAVE BEEN MOVED AND RESET DURING THE
 AY1973'CONSTRUCTION.
 AY1973
 AY1973                          STATION RECOVERY (1990)
 AY1973
 AY1973'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2334 ***********************************************************************
 AH2334  DESIGNATION -  MICRO T P SEC
 AH2334  PID         -  AH2334
 AH2334  STATE/COUNTY-  TX/OLDHAM
 AH2334  USGS QUAD   -  SIMMS NW (1966)
 AH2334
 AH2334                         *CURRENT SURVEY CONTROL
 AH2334  ___________________________________________________________________
 AH2334* NAD 83(1993)-  35 14 20.07833(N)    102 44 41.99216(W)     ADJUSTED  
 AH2334* NAVD 88     -      1316.3    (meters)    4319.     (feet)  VERTCON   
 AH2334  ___________________________________________________________________
 AH2334  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AH2334  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AH2334
 AH2334  HORZ ORDER  -  THIRD
 AH2334
 AH2334.The horizontal coordinates were established by classical geodetic methods
 AH2334.and adjusted by the National Geodetic Survey in July 1998..
 AH2334
 AH2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2334
 AH2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2334
 AH2334.The geoid height was determined by GEOID03.
 AH2334
 AH2334;                    North         East     Units Scale Factor Converg.
 AH2334;SPC TX N     - 1,138,153.958    86,690.303   MT  0.99991573   -0 43 17.5
 AH2334;SPC TX N     - 3,734,093.44    284,416.44   sFT  0.99991573   -0 43 17.5
 AH2334;UTM  13      - 3,901,868.375   705,190.649   MT  1.00011890   +1 18 05.6
 AH2334
 AH2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2334!SPC TX N     -   0.99979724  x   0.99991573  =   0.99971299
 AH2334!UTM  13      -   0.99979724  x   1.00011890  =   0.99991612
 AH2334
 AH2334                          SUPERSEDED SURVEY CONTROL
 AH2334
 AH2334  NGVD 29 (07/28/98) 1315.7    (m)         4317.     (f) VERT ANG       
 AH2334
 AH2334.Superseded values are not recommended for survey control.
 AH2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2334.See file dsdata.txt to determine how the superseded data were derived.
 AH2334
 AH2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV0519101868(NAD 83)
 AH2334_MARKER: 45 = MICROWAVE TOWER
 AH2334
 AH2334  HISTORY     - Date     Condition        Report By
 AH2334  HISTORY     - 1966     FIRST OBSERVED   USGS
 AH2334
 AH2334                          STATION DESCRIPTION
 AH2334
 AH2334'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2334'NO DESCRIPTION AVAILABLE.
 AH2334'STATION MARK--TURN-POINT ON PLATFORM METAL GRID OF MICRO-WAVE
 AH2334'TRANSMISSION TOWER, ON SE. TOWER LEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0983 ***********************************************************************
 CU0983  DESIGNATION -  MICRO WAVE TOWER SEC
 CU0983  PID         -  CU0983
 CU0983  STATE/COUNTY-  TX/COKE
 CU0983  USGS QUAD   -  SILVER (1987)
 CU0983
 CU0983                         *CURRENT SURVEY CONTROL
 CU0983  ___________________________________________________________________
 CU0983* NAD 83(1993)-  32 04 01.59723(N)    100 41 25.45529(W)     ADJUSTED  
 CU0983* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 CU0983  ___________________________________________________________________
 CU0983  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CU0983  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CU0983
 CU0983  HORZ ORDER  -  THIRD
 CU0983
 CU0983.The horizontal coordinates were established by classical geodetic methods
 CU0983.and adjusted by the National Geodetic Survey in February 1996..
 CU0983
 CU0983.The orthometric height was scaled from a topographic map.
 CU0983
 CU0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0983
 CU0983.The geoid height was determined by GEOID03.
 CU0983
 CU0983;                    North         East     Units Scale Factor Converg.
 CU0983;SPC TX C     - 3,266,173.320   666,282.066   MT  1.00005454   -0 11 02.1
 CU0983;SPC TX C     -10,715,770.30  2,185,960.41   sFT  1.00005454   -0 11 02.1
 CU0983;UTM  14      - 3,549,124.282   340,438.515   MT  0.99991399   -0 53 51.5
 CU0983
 CU0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0983!SPC TX C     -   0.99989862  x   1.00005454  =   0.99995315
 CU0983!UTM  14      -   0.99989862  x   0.99991399  =   0.99981262
 CU0983
 CU0983                          SUPERSEDED SURVEY CONTROL
 CU0983
 CU0983  NAD 83(1986)-  32 04 01.60151(N)    100 41 25.44520(W) AD(       ) 4
 CU0983  NAD 27      -  32 04 01.12344(N)    100 41 24.03716(W) AD(       ) 3
 CU0983
 CU0983.Superseded values are not recommended for survey control.
 CU0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0983.See file dsdata.txt to determine how the superseded data were derived.
 CU0983
 CU0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA4043949124(NAD 83)
 CU0983_MARKER: 45 = MICROWAVE TOWER
 CU0983
 CU0983  HISTORY     - Date     Condition        Report By
 CU0983  HISTORY     - 1957     FIRST OBSERVED   USGS
 CU0983
 CU0983                          STATION DESCRIPTION
 CU0983
 CU0983'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CU0983'STATION LOCATED APPROXIMATELY 0.5 MI. SW. OF SILVER, TEXAS, ON ONE OF
 CU0983'A GROUP OF SMALL TOPS CALLED SILVER PEAKS.  IT IS 6 FT. S. OF S. EDGE
 CU0983'OF SMALL CONCRETE HOUSE.  TOWER IS APPROXIMATELY 150 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1815 ***********************************************************************
 AH1815  DESIGNATION -  MICROWAVE TOWER SEC
 AH1815  PID         -  AH1815
 AH1815  STATE/COUNTY-  TX/GUADALUPE
 AH1815  USGS QUAD   -  THOMAS SPRINGS (1987)
 AH1815
 AH1815                         *CURRENT SURVEY CONTROL
 AH1815  ___________________________________________________________________
 AH1815* NAD 83(1993)-  29 29 02.62896(N)    097 52 50.68042(W)     ADJUSTED  
 AH1815* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 AH1815  ___________________________________________________________________
 AH1815  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AH1815  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH1815
 AH1815  HORZ ORDER  -  THIRD
 AH1815
 AH1815.The horizontal coordinates were established by classical geodetic methods
 AH1815.and adjusted by the National Geodetic Survey in July 1998..
 AH1815
 AH1815.The orthometric height was scaled from a topographic map.
 AH1815
 AH1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1815
 AH1815.The geoid height was determined by GEOID03.
 AH1815
 AH1815;                    North         East     Units Scale Factor Converg.
 AH1815;SPC TXSC     - 4,183,463.979   708,530.896   MT  0.99986662   +0 32 54.0
 AH1815;SPC TXSC     -13,725,248.07  2,324,571.78   sFT  0.99986662   +0 32 54.0
 AH1815;UTM  14      - 3,262,139.323   608,507.196   MT  0.99974527   +0 33 03.4
 AH1815
 AH1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1815!SPC TXSC     -   0.99997173  x   0.99986662  =   0.99983835
 AH1815!UTM  14      -   0.99997173  x   0.99974527  =   0.99971701
 AH1815
 AH1815                          SUPERSEDED SURVEY CONTROL
 AH1815
 AH1815.No superseded survey control is available for this station.
 AH1815
 AH1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0850762139(NAD 83)
 AH1815_MARKER: 45 = MICROWAVE TOWER
 AH1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1815+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AH1815
 AH1815  HISTORY     - Date     Condition        Report By
 AH1815  HISTORY     - 1961     FIRST OBSERVED   USGS
 AH1815  HISTORY     - 20030517 GOOD             USPSQD
 AH1815
 AH1815                          STATION DESCRIPTION
 AH1815
 AH1815'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH1815'LOCATED ABOUT 8 MI. (AIRLINE) SE. OF SEGUIN, TEXAS, AND 10 MI.
 AH1815'(AIRLINE) NW. OF LEESVILLE, TEXAS, ON A PROMINENT WOODED RIDGE JUST N.
 AH1815'OF AN E-W. COUNTY RD.
 AH1815'STATION MARK--CENTER OF TOWER.
 AH1815
 AH1815                          STATION RECOVERY (2003)
 AH1815
 AH1815'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AH1815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1181 ***********************************************************************
 CA1181  DESIGNATION -  MICROWAVE TWR 2 S BALLINGER
 CA1181  PID         -  CA1181
 CA1181  STATE/COUNTY-  TX/RUNNELS
 CA1181  USGS QUAD   -  BALLINGER (1967)
 CA1181
 CA1181                         *CURRENT SURVEY CONTROL
 CA1181  ___________________________________________________________________
 CA1181* NAD 83(1993)-  31 43 09.38710(N)    099 56 21.06393(W)     ADJUSTED  
 CA1181* NAVD 88     -                                                        
 CA1181  ___________________________________________________________________
 CA1181  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CA1181  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 CA1181
 CA1181  HORZ ORDER  -  THIRD
 CA1181
 CA1181.The horizontal coordinates were established by classical geodetic methods
 CA1181.and adjusted by the National Geodetic Survey in February 1996..
 CA1181
 CA1181
 CA1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1181
 CA1181.The geoid height was determined by GEOID03.
 CA1181
 CA1181;                    North         East     Units Scale Factor Converg.
 CA1181;SPC TX C     - 3,227,615.430   737,355.828   MT  0.99996005   +0 12 10.8
 CA1181;SPC TX C     -10,589,268.29  2,419,141.58   sFT  0.99996005   +0 12 10.8
 CA1181;UTM  14      - 3,509,703.495   411,017.995   MT  0.99969765   -0 29 37.7
 CA1181
 CA1181                          SUPERSEDED SURVEY CONTROL
 CA1181
 CA1181  NAD 83(1986)-  31 43 09.39428(N)    099 56 21.04961(W) AD(       ) 4
 CA1181  NAD 27      -  31 43 08.85021(N)    099 56 19.74192(W) AD(       ) 3
 CA1181
 CA1181.Superseded values are not recommended for survey control.
 CA1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1181.See file dsdata.txt to determine how the superseded data were derived.
 CA1181
 CA1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA1101809703(NAD 83)
 CA1181_MARKER: 45 = MICROWAVE TOWER
 CA1181
 CA1181  HISTORY     - Date     Condition        Report By
 CA1181  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA1181
 CA1181                          STATION DESCRIPTION
 CA1181
 CA1181'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1141 ***********************************************************************
 CA1141  DESIGNATION -  MID
 CA1141  PID         -  CA1141
 CA1141  STATE/COUNTY-  TX/CONCHO
 CA1141  USGS QUAD   -  LIVE OAK (1970)
 CA1141
 CA1141                         *CURRENT SURVEY CONTROL
 CA1141  ___________________________________________________________________
 CA1141* NAD 83(1993)-  31 13 27.31328(N)    099 58 33.03927(W)     ADJUSTED  
 CA1141* NAVD 88     -       661.9    (meters)    2172.     (feet)  VERTCON   
 CA1141  ___________________________________________________________________
 CA1141  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CA1141  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CA1141
 CA1141  HORZ ORDER  -  SECOND
 CA1141
 CA1141.The horizontal coordinates were established by classical geodetic methods
 CA1141.and adjusted by the National Geodetic Survey in February 1996..
 CA1141
 CA1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1141
 CA1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1141
 CA1141.The geoid height was determined by GEOID03.
 CA1141
 CA1141;                    North         East     Units Scale Factor Converg.
 CA1141;SPC TX C     - 3,172,721.761   734,057.743   MT  0.99988928   +0 11 02.9
 CA1141;SPC TX C     -10,409,171.31  2,408,321.11   sFT  0.99988928   +0 11 02.9
 CA1141;UTM  14      - 3,454,865.633   407,056.622   MT  0.99970655   -0 30 21.3
 CA1141
 CA1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1141!SPC TX C     -   0.99989978  x   0.99988928  =   0.99978908
 CA1141!UTM  14      -   0.99989978  x   0.99970655  =   0.99960636
 CA1141
 CA1141|---------------------------------------------------------------------|
 CA1141| PID    Reference Object                     Distance      Geod. Az  |
 CA1141|                                                           dddmmss.s |
 CA1141| CV4812 MID RM 1                             15.242 METERS 20923     |
 CA1141| CV4813 MID RM 2                             15.342 METERS 29942     |
 CA1141| CB0855 TANK                                APPROX.10.9 KM 3051458.2 |
 CA1141|---------------------------------------------------------------------|
 CA1141
 CA1141                          SUPERSEDED SURVEY CONTROL
 CA1141
 CA1141  NAD 83(1986)-  31 13 27.32034(N)    099 58 33.02488(W) AD(       ) 2
 CA1141  NAD 27      -  31 13 26.72878(N)    099 58 31.75225(W) AD(       ) 2
 CA1141  NGVD 29 (07/19/86)  661.8    (m)         2171.     (f) VERT ANG       
 CA1141
 CA1141.Superseded values are not recommended for survey control.
 CA1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1141.See file dsdata.txt to determine how the superseded data were derived.
 CA1141
 CA1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV0705754866(NAD 83)
 CA1141_MARKER: DD = SURVEY DISK
 CA1141_SETTING: 0 = UNSPECIFIED SETTING
 CA1141
 CA1141  HISTORY     - Date     Condition        Report By
 CA1141  HISTORY     - 1971     MONUMENTED       USGS
 CA1141
 CA1141                          STATION DESCRIPTION
 CA1141
 CA1141'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1141'THE STATION IS LOCATED NORTH 87 DEG WEST ABOUT 8 MILES AIRLINE
 CA1141'FROM EDEN, TEXAS.
 CA1141'
 CA1141'TO REACH FROM EDEN, TEXAS, GO 7.8 MILES WEST ON U.S. HIGHWAY
 CA1141'87 TO STATION SITE ON THE LEFT (SOUTHWEST).  THE STATION IS
 CA1141'LOCATED ON LAND OWNED BY MRS. MOSELLE NUTT, SAN ANGELO,
 CA1141'TEXAS.  ABOUT 340 FEET SOUTHEAST ALONG HIGHWAY FROM MC CLURE
 CA1141'GATE, AND 77 FEET SOUTHWEST (NORMAL FROM HIGHWAY).  THE
 CA1141'STATION IS 27 FEET SOUTHWEST OF SOUTH RIGHT-OF-WAY FENCE
 CA1141'AND 8 FEET EAST OF USGS WITNESS SIGN MOUNTED ON A METAL
 CA1141'POST.
 CA1141'
 CA1141'STATION MARK--A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 CA1141'STEEL ROD DRIVEN TO REFUSAL (10.0 FEET), CENTERED IN AN
 CA1141'ORANGEBURG TILE 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED
 CA1141'WITH GRAVEL.  THE TABLET PROJECTS 0.2 FOOT AND IS STAMPED
 CA1141'MID ET 1971.
 CA1141'
 CA1141'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET, SOLDERED
 CA1141'TO A COPPER COATED STEEL ROD, DRIVEN TO REFUSAL 5 FEET,
 CA1141'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1
 CA1141'FOOT LONG, FILLED WITH GRAVEL.  THE TABLET IS STAMPED MID
 CA1141'ET NO. 1 1971.
 CA1141'
 CA1141'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET, SOLDERED
 CA1141'TO A COPPER COATED STEEL ROD, DRIVEN TO REFUSAL 5 FEET,
 CA1141'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1
 CA1141'FOOT LONG, FILLED WITH GRAVEL.  THE TABLET IS STAMPED MID
 CA1141'ET NO. 2 1971.
 CA1141'
 CA1141'STATION TANK 1955 2042 ET 1967 IS VISIBLE FROM THE GROUND
 CA1141'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1141'
 CA1141'ALL OBSERVATIONS MADE FROM A SCAFFOLD (HI=18.5 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0867 ***********************************************************************
 FM0867  DESIGNATION -  MID
 FM0867  PID         -  FM0867
 FM0867  STATE/COUNTY-  TX/HARTLEY
 FM0867  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0867
 FM0867                         *CURRENT SURVEY CONTROL
 FM0867  ___________________________________________________________________
 FM0867* NAD 83(1993)-  35 41 28.91529(N)    102 13 31.91634(W)     ADJUSTED  
 FM0867* NAVD 88     -      1161.     (meters)    3809.     (feet)  VERTCON   
 FM0867  ___________________________________________________________________
 FM0867  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 FM0867  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FM0867
 FM0867  HORZ ORDER  -  SECOND
 FM0867
 FM0867.The horizontal coordinates were established by classical geodetic methods
 FM0867.and adjusted by the National Geodetic Survey in February 1996..
 FM0867
 FM0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0867
 FM0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0867
 FM0867.The geoid height was determined by GEOID03.
 FM0867
 FM0867;                    North         East     Units Scale Factor Converg.
 FM0867;SPC TX N     - 1,187,876.569   134,335.086   MT  0.99992223   -0 25 13.7
 FM0867;SPC TX N     - 3,897,225.04    440,731.03   sFT  0.99992223   -0 25 13.7
 FM0867;UTM  13      - 3,953,265.220   751,058.457   MT  1.00037678   +1 37 10.3
 FM0867
 FM0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0867!SPC TX N     -   0.99982193  x   0.99992223  =   0.99974417
 FM0867!UTM  13      -   0.99982193  x   1.00037678  =   1.00019864
 FM0867
 FM0867|---------------------------------------------------------------------|
 FM0867| PID    Reference Object                     Distance      Geod. Az  |
 FM0867|                                                           dddmmss.s |
 FM0867| CJ7099 MID RM 1                              8.809 METERS 07824     |
 FM0867| FM0866 HELDON                              APPROX. 9.5 KM 1395149.7 |
 FM0867| CJ7100 MID RM 2                             10.588 METERS 22152     |
 FM0867| FM0869 CHANNING SW PUB SER CO TANK         APPROX. 9.6 KM 2671644.2 |
 FM0867| CJ7098 MID AZ MK                                          2720613.3 |
 FM0867|---------------------------------------------------------------------|
 FM0867
 FM0867                          SUPERSEDED SURVEY CONTROL
 FM0867
 FM0867  NAD 83(1993)-  35 41 28.91694(N)    102 13 31.91450(W) AD(       ) 2
 FM0867  NAD 83(1986)-  35 41 28.92308(N)    102 13 31.90686(W) AD(       ) 2
 FM0867  NAD 27      -  35 41 28.77300(N)    102 13 30.21600(W) AD(       ) 2
 FM0867  NGVD 29 (07/19/86) 1160.     (m)         3806.     (f) VERT ANG       
 FM0867
 FM0867.Superseded values are not recommended for survey control.
 FM0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0867.See file dsdata.txt to determine how the superseded data were derived.
 FM0867
 FM0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5105853265(NAD 83)
 FM0867_MARKER: DS = TRIANGULATION STATION DISK
 FM0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0867
 FM0867  HISTORY     - Date     Condition        Report By
 FM0867  HISTORY     - 1953     MONUMENTED       CGS
 FM0867  HISTORY     - 1971     GOOD             USGS
 FM0867
 FM0867                          STATION DESCRIPTION
 FM0867
 FM0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0867'THE STATION IS LOCATED AIRLINE ABOUT 5-1/2 MILES EAST OF CHANNING,
 FM0867'ABOUT 4 MILES WEST OF THE HARTLEY-MOORE COUNTY LINE, ALONG
 FM0867'THE SOUTH SIDE OF STATE HIGHWAY 354, AND IS JUST EAST OF A
 FM0867'SIDE ROAD WHICH LEADS TO THE J.L. BIVINS RANCH.
 FM0867'
 FM0867'THE STATION IS A STANDARD DISK STAMPED MID 1953 SET IN TOP OF
 FM0867'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 FM0867'INCHES ABOVE THE GROUND.  IT IS 67-1/2-FEET NORTHEAST OF THE
 FM0867'EAST END OF A CATTLE GUARD AND A SIGN J.L. BIVINS, 5 FEET
 FM0867'SOUTH OF A WHITE WITNESS POST, AND 77 FEET SOUTH-SOUTHEAST
 FM0867'OF THE CENTER LINE OF A CROSS ROAD.
 FM0867'
 FM0867'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MID NO
 FM0867'1 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FM0867'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE
 FM0867'SAME ELEVATION AS THE STATION.  IT IS 2 FEET SOUTH OF AN
 FM0867'EAST-WEST FENCE LINE AND 57 FEET SOUTH OF THE CENTER LINE OF
 FM0867'STATE HIGHWAY 354.
 FM0867'
 FM0867'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MID NO
 FM0867'2 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FM0867'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 FM0867'ELEVATION AS THE STATION.  IT IS 33 FEET NORTHEAST OF THE
 FM0867'EAST END OF A CATTLE GUARD AND 6 FEET EAST OF A NORTH-SOUTH
 FM0867'FENCE LINE.
 FM0867'
 FM0867'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MID 1953 SET IN
 FM0867'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FM0867'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 2-1/2 FEET SOUTH OF
 FM0867'AN EAST-WEST FENCE LINE AND 74 FEET NORTH OF THE CENTER LINE
 FM0867'OF STATE HIGHWAY 354.
 FM0867'
 FM0867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51,
 FM0867'354, AND 767 IN CHANNING, GO EAST ON STATE HIGHWAY 354 FOR
 FM0867'5.6 MILES TO A SMALL RISE AND THE AZIMUTH MARK ON THE LEFT,
 FM0867'NORTH, CONTINUE STRAIGHT AHEAD, EAST, ON STATE HIGHWAY 354
 FM0867'FOR 0.9 MILE TO A CROSS ROAD, A WHITE WITNESS POST, AND THE
 FM0867'STATION.
 FM0867
 FM0867                          STATION RECOVERY (1971)
 FM0867
 FM0867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (MFS)
 FM0867'THE AZIMUTH MARK WAS SEARCHED FOR AS DESCRIBED, BUT COULD
 FM0867'NOT BE LOCATED.  POSSIBLY DESTROYED BY HIGHWAY CONSTRUCTION
 FM0867'OF NEW BRIDGE OR BY WEED MOWING ALONG THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0562 ***********************************************************************
 BO0562  DESIGNATION -  MID
 BO0562  PID         -  BO0562
 BO0562  STATE/COUNTY-  TX/PECOS
 BO0562  USGS QUAD   -  DIVIDE COUNTRY (1967)
 BO0562
 BO0562                         *CURRENT SURVEY CONTROL
 BO0562  ___________________________________________________________________
 BO0562* NAD 83(1993)-  30 52 15.48958(N)    101 56 00.93455(W)     ADJUSTED  
 BO0562* NAVD 88     -       899.9    (meters)    2952.     (feet)  VERTCON   
 BO0562  ___________________________________________________________________
 BO0562  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 BO0562  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BO0562
 BO0562  HORZ ORDER  -  SECOND
 BO0562
 BO0562.The horizontal coordinates were established by classical geodetic methods
 BO0562.and adjusted by the National Geodetic Survey in February 1996..
 BO0562
 BO0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0562
 BO0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0562
 BO0562.The geoid height was determined by GEOID03.
 BO0562
 BO0562;                    North         East     Units Scale Factor Converg.
 BO0562;SPC TX C     - 3,134,603.466   546,985.972   MT  0.99988432   -0 49 27.2
 BO0562;SPC TX C     -10,284,111.54  1,794,569.81   sFT  0.99988432   -0 49 27.2
 BO0562;UTM  14      - 3,418,988.740   219,506.611   MT  1.00057063   -1 30 22.4
 BO0562;UTM  13      - 3,419,330.379   793,197.973   MT  1.00066057   +1 34 28.3
 BO0562
 BO0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0562!SPC TX C     -   0.99986240  x   0.99988432  =   0.99974674
 BO0562!UTM  14      -   0.99986240  x   1.00057063  =   1.00043295
 BO0562!UTM  13      -   0.99986240  x   1.00066057  =   1.00052288
 BO0562
 BO0562:                Primary Azimuth Mark                     Grid Az
 BO0562:SPC TX C     -  MID AZ MK                                136 02 18.6
 BO0562:UTM  14      -  MID AZ MK                                136 43 13.8
 BO0562:UTM  13      -  MID AZ MK                                133 38 23.1
 BO0562
 BO0562|---------------------------------------------------------------------|
 BO0562| PID    Reference Object                     Distance      Geod. Az  |
 BO0562|                                                           dddmmss.s |
 BO0562| CH9027 MID AZ MK                                          1351251.4 |
 BO0562| CH9028 MID RM 1                             20.350 METERS 18508     |
 BO0562| CH9029 MID RM 2                             25.621 METERS 29255     |
 BO0562| BO0563 IRAAN WATER TANK                    223.690 METERS 31107     |
 BO0562|---------------------------------------------------------------------|
 BO0562
 BO0562                          SUPERSEDED SURVEY CONTROL
 BO0562
 BO0562  NAD 83(1986)-  30 52 15.49993(N)    101 56 00.92033(W) AD(       ) 2
 BO0562  NAD 27      -  30 52 14.92600(N)    101 55 59.45700(W) AD(       ) 2
 BO0562  NGVD 29 (07/19/86)  899.6    (m)         2951.     (f) VERT ANG       
 BO0562
 BO0562.Superseded values are not recommended for survey control.
 BO0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0562.See file dsdata.txt to determine how the superseded data were derived.
 BO0562
 BO0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1950718989(NAD 83)
 BO0562_MARKER: DS = TRIANGULATION STATION DISK
 BO0562_SETTING: 0 = UNSPECIFIED SETTING
 BO0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0562+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BO0562
 BO0562  HISTORY     - Date     Condition        Report By
 BO0562  HISTORY     - 1935     MONUMENTED       CGS
 BO0562  HISTORY     - 1940     GOOD             CGS
 BO0562  HISTORY     - 1943     GOOD             CGS
 BO0562  HISTORY     - 1957     GOOD             LOCENG
 BO0562  HISTORY     - 1967     GOOD             USGS
 BO0562  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BO0562  HISTORY     - 1986     GOOD
 BO0562
 BO0562                          STATION DESCRIPTION
 BO0562
 BO0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BO0562'ABOUT 3 MILES AIR-LINE, SOUTH-SOUTHWEST OF IRAAN IN SECTION
 BO0562'33, BLOCK 194.  LOCATED ON THE HIGHEST KNOLL OF THE HIGH BLUFFS
 BO0562'OVERLOOKING THE PECOS VALLEY TO THE EAST AND NORTH, WHICH VALLEY
 BO0562'IS SEVERAL HUNDRED FEET BELOW.  STATION IS 120 YARDS
 BO0562'EAST-NORTHEAST OF THE WATER TOWER AT THE MID-KANSAS CAMP NO. 3.
 BO0562'50 YARDS NORTH OF THE JUNCTION OF TWO OILED ROADS (ONE FORK
 BO0562'GOES TO IRAAN AND THE OTHER TO THE CALIFORNIA CO. LEASES IN
 BO0562'SECTION 23).  30 YARDS WEST OF A TELEPHONE LINE.  20 YARDS
 BO0562'EAST OF AN OILED ROAD.  AND 8 YARDS WEST OF A PIPE LINE ON
 BO0562'TOP OF THE GROUND.  THE MARK PROJECTS 8 INCHES.
 BO0562'
 BO0562'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND 24 FEET
 BO0562'NORTHEAST OF THE OILED ROAD.  IT PROJECTS 8 INCHES.
 BO0562'
 BO0562'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION AND
 BO0562'22.5 FEET NORTHEAST OF THE OILED ROAD.  THE MARK PROJECTS
 BO0562'10-INCHES.
 BO0562'
 BO0562'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION AND 32 FEET
 BO0562'SOUTHEAST OF THE CENTERLINE OF THE OILED ROAD.  THE MARK
 BO0562'PROJECTS 10-INCHES.
 BO0562'
 BO0562'THE STATION MAY BE REACHED FROM THE POST OFFICE IN IRAAN BY
 BO0562'DRIVING SOUTH ON THE MAIN ROAD 2.2 MILES TO THE RED BARN HOTEL.
 BO0562'LEAVE THE HIGHWAY 100 YARDS EAST OF THE HOTEL AND TURN SHARP
 BO0562'RIGHT OR WEST ON MAIN, ONCE-GRADED-OILED ROAD.  GO 0.4 MILE TO
 BO0562'FORKS.  TAKE LEFT FORK SOUTHERLY (RIGHT FORK GOES TO LARGE
 BO0562'OIL CAMP 1/4 MILE WEST).  DRIVE ON MAIN GRADED ROAD SOUTHERLY,
 BO0562'THEN ASCEND RIDGE WESTERLY TO SUMMIT, AND THENCE WESTERLY
 BO0562'ALONG THE TOP OF RIDGE FOR A TOTAL OF 2.5 MILES.  PASS 30
 BO0562'YARDS SOUTH OF 5 JOINED STEEL TANKS OF THE MARATHON OIL CO.
 BO0562'AND CONTINUE WESTERLY ON MAIN OILED ROAD 0.5 MILE TO
 BO0562'STATION.
 BO0562'
 BO0562'A TWENTY-FOOT STAND WILL CLEAR ALL LINES.
 BO0562
 BO0562                          STATION RECOVERY (1940)
 BO0562
 BO0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LHM)
 BO0562'STATION AND AZIMUTH MARK MAY BE REACHED AND IDENTIFIED FROM
 BO0562'DESCRIPTION.  STATION, AZIMUTH MARK AND REFERENCE MARKS ARE
 BO0562'INTACT AND IN EXCELLENT CONDITION.
 BO0562
 BO0562                          STATION RECOVERY (1943)
 BO0562
 BO0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0562'STATION IS THREE MILES AIRLINE, SOUTHWEST OF IRAAN AND
 BO0562'THIRTY MILES NORTHWEST OF SHEFFIELD IN SECTION 33, BLOCK 194.
 BO0562'ON THE HIGHEST KNOLL OF A BLUFF OVERLOOKING THE PECOS VALLEY.
 BO0562'0.3 MILE WEST NORTHWEST OF A GROUP OF THREE CONCRETE TANKS.
 BO0562'ABOUT 0.15 MILE SOUTHWEST OF A GROUP OF HOUSES AND METAL STORAGE
 BO0562'TANKS.  FIFTY YARDS NORTH OF THE JUNCTION OF TWO OILED ROADS,
 BO0562'85 FEET SOUTHWEST OF A TELEPHONE LINE, 72 FEET EAST OF THE
 BO0562'OILED ROAD.  24 FEET WEST OF A PIPELINE ON TOP OF THE GROUND.
 BO0562'
 BO0562'TO REACH FROM IRAAN.  FROM THE POST OFFICE GO SOUTH ON THE
 BO0562'MAIN ROAD 2.2 MILES TO THE RED BARN HOTEL.  LEAVE THE HIGHWAY
 BO0562'100 YARDS EAST OF THE HOTEL AND TURN SHARP RIGHT, WEST, ON
 BO0562'OILED ROAD.  GO 0.4 MILES TO FORKS, TAKE LEFT FORK SOUTHERLY
 BO0562'FOLLOWING MAIN ROAD THEN ASCEND RIDGE WESTERLY TO SUMMIT AND
 BO0562'THENCE WESTERLY ALONG THE TOP OF THE RIDGE FOR A TOTAL OF 2.5
 BO0562'MILES.  PASS TO SOUTH OF FIVE JOINTED UPRIGHT STEEL TANKS,
 BO0562'AND CONTINUE WESTERLY ON MAIN OILED ROAD 0.5 MILES TO
 BO0562'STATION.  A STANDARD TRIANGULATION STATION DISK SET IN A
 BO0562'CONCRETE POST.  STAMPED MID 1935.  POST PROJECTS 0.8 FT.
 BO0562'
 BO0562'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHEAST.  ABOUT 0.1 MILE WEST
 BO0562'OF A GROUP OF THREE CONCRETE TANKS.  35 FEET SOUTHWEST OF MAIN
 BO0562'OILED ROAD TO IRAAN.  A STANDARD REFERENCE MARK DISK STAMPED
 BO0562'MID AZIMUTH MARK 1935.  SET IN CONCRETE POST.  POST PROJECTS
 BO0562'0.8 FEET.
 BO0562'
 BO0562'REFERENCE MARK NO. 1 IS STANDARD REFERENCE MARK DISK SET IN A
 BO0562'CONCRETE POST.  STAMPED MID NO 1 1935.  POST PROJECTS 0.7 FT.
 BO0562'MARK IS SOUTH OF STATION.
 BO0562'
 BO0562'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 BO0562'A CONCRETE POST.  STAMPED MID NO. 2 1935.  POST PROJECTS 0.7
 BO0562'FT.  MARK IS NORTHWEST OF STATION.
 BO0562
 BO0562                          STATION RECOVERY (1957)
 BO0562
 BO0562'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957 (WLF)
 BO0562'STATION RECOVERED BY PLYMOUTH OIL CO.
 BO0562'
 BO0562'SINCE THE RED BARN HOTEL HAS LONG SINCE BEEN TORN DOWN, AND
 BO0562'MANY OF THE LOCAL RESIDENTS NEVER HEARD OF IT, THIS DESCRIPTION
 BO0562'MIGHT HELP.
 BO0562'
 BO0562'TO REACH FROM THE POST OFFICE IN IRAAN, GO S ON STATE HWY
 BO0562'51, 2.5 MI. APPROXIMATELY TO WHERE HIGHWAY CROSSES DRAW AND
 BO0562'MAKDE RIGHT ANGLE TURN TO THE LEFT (EAST) CONTINUE STRAIGHT
 BO0562'THRU CATTLE GUARD ON OIL ROAD, MAINTAINED BY THE OHIO OIL
 BO0562'CO., TO THE TOP OF THE HILL.  THIS ROAD IS STEEP AND NARROW
 BO0562'IN PLACES BUT IS IN GOOD REPAIR.  THE STATION IS LOCATED
 BO0562'ABOUT 100 FEET SE OF A RADIO TOWER.  THE TANKS MENTIONED ARE
 BO0562'STILL INTACT AND THE ROADS ARE THE SAME BUT THE HOUSES HAVE
 BO0562'BEEN MOVED.
 BO0562'
 BO0562'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT THE DIRECTIONS
 BO0562'GIVEN IN THE DESCRIPTION DO NOT AGREE AND ARE NOT USABLE.
 BO0562
 BO0562                          STATION RECOVERY (1967)
 BO0562
 BO0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JRG)
 BO0562'STATION IS LEANING A FEW INCHES TO THE SOUTHEAST.
 BO0562
 BO0562                          STATION RECOVERY (1968)
 BO0562
 BO0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0562'THE SURFACE MARK AND THE SUB-SURFACE MARK WAS FOUND LAYING ON
 BO0562'TOP OF THE GROUND.  REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 BO0562'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  TRIANGULATION
 BO0562'STATION MID 2 1968, WAS ESTABLISHED AT APPROXIMATELY THE SAME
 BO0562'POINT, SEE DESCRIPTION THEREOF.
 BO0562
 BO0562                          STATION RECOVERY (1986)
 BO0562
 BO0562'RECOVERED 1986
 BO0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1428 ***********************************************************************
 AH1428  DESIGNATION -  MID 1912
 AH1428  PID         -  AH1428
 AH1428  STATE/COUNTY-  TX/KLEBERG
 AH1428  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1428
 AH1428                         *CURRENT SURVEY CONTROL
 AH1428  ___________________________________________________________________
 AH1428* NAD 83(1993)-  27 23 24.39377(N)    097 18 46.77822(W)     ADJUSTED  
 AH1428* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1428  ___________________________________________________________________
 AH1428  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1428  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AH1428
 AH1428  HORZ ORDER  -  THIRD
 AH1428
 AH1428.The horizontal coordinates were established by classical geodetic methods
 AH1428.and adjusted by the National Geodetic Survey in February 1996..
 AH1428
 AH1428.The orthometric height was scaled from a topographic map.
 AH1428
 AH1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1428
 AH1428.The geoid height was determined by GEOID03.
 AH1428
 AH1428;                    North         East     Units Scale Factor Converg.
 AH1428;SPC TX S     - 5,191,496.492   417,395.490   MT  0.99991775   +0 32 20.1
 AH1428;SPC TX S     -17,032,434.74  1,369,405.04   sFT  0.99991775   +0 32 20.1
 AH1428;UTM  14      - 3,030,774.617   666,809.179   MT  0.99994348   +0 46 34.6
 AH1428
 AH1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1428!SPC TX S     -   1.00000319  x   0.99991775  =   0.99992094
 AH1428!UTM  14      -   1.00000319  x   0.99994348  =   0.99994667
 AH1428
 AH1428                          SUPERSEDED SURVEY CONTROL
 AH1428
 AH1428  NAD 83(1986)-  27 23 24.40789(N)    097 18 46.75562(W) AD(       ) 3
 AH1428  NAD 27      -  27 23 23.25100(N)    097 18 45.80200(W) AD(       ) 3
 AH1428
 AH1428.Superseded values are not recommended for survey control.
 AH1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1428.See file dsdata.txt to determine how the superseded data were derived.
 AH1428
 AH1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6680930775(NAD 83)
 AH1428_MARKER: DS = TRIANGULATION STATION DISK
 AH1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1428+STABILITY: SURFACE MOTION
 AH1428
 AH1428  HISTORY     - Date     Condition        Report By
 AH1428  HISTORY     - 1912     MONUMENTED       CGS
 AH1428  HISTORY     - 1938     MARK NOT FOUND   CGS
 AH1428
 AH1428                          STATION DESCRIPTION
 AH1428
 AH1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1428'ABOUT 200 METERS (656 FEET) FROM THE GULF BEACH OF PADRE
 AH1428'ISLAND, ON THE LARGEST SAND HILL, IN THE NEIGHBORHOOD OF THE
 AH1428'SETTLEMENT, AND DIRECTLY ACROSS THE ISLAND FROM GRIFFINS
 AH1428'HOUSE.  THE STATION IS LOCATED ABOUT THE CENTER OF THE SUMMIT
 AH1428'OF THE HILL, WHICH IS PARTLY OVERGROWN WITH WEEDS, AND IS MADE
 AH1428'UP OF STANDARD BRONZE DISKS IN CONCRETE.
 AH1428'A STANDARD BRONZE DISK SET IN CONCRETE,
 AH1428'DESCRIBES THE REFERENCE MARK, WHICH IS 90 METERS (295 FEET)
 AH1428'FROM THE STATION AND BEARS N 55 DEG W (MAGNETIC).  GRIFFINS
 AH1428'HOUSE AT THE SETTLEMENT IS ABOUT 1-1/2 MILES N 76 DEG W
 AH1428'(MAGNETIC).
 AH1428
 AH1428                          STATION RECOVERY (1938)
 AH1428
 AH1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1428'THIS STATION COULD NOT BE FOUND.  MOST OF THE DUNE ON WHICH
 AH1428'IT WAS LOCATED HAS BLOWN AWAY.  THE HOUSES MENTIONED IN
 AH1428'THE ORIGINAL DESCRIPTION ARE NO LONGER IN EXISTENCE.
 AH1428'
 AH1428'THE REFERENCE MARK WAS FOUND APPARENTLY IN GOOD CONDITION.
 AH1428'IT IS ABOUT 200 YARDS W OF THE BEACH, ON TOP OF A GRASS-COVERED
 AH1428'DUNE ABOUT 25 FEET HIGH.  THIS DUNE IS N OF THE W END OF
 AH1428'A LARGER AND HIGHER DUNE WHICH IS BARE ON THE S SIDE WHERE
 AH1428'THE SAND HAS BLOWN AWAY.  THE MARK IS A STANDARD UNSTAMPED
 AH1428'DISK IN CONCRETE.  IT IS FLUSH ON THE E SIDE AND
 AH1428'ABOUT 2 INCHES OF SAND HAS BLOWN AWAY ON THE W SIDE.
 AH1428'
 AH1428'A NEW STATION (MIDWEST) IS TO BE ESTABLISHED ABOUT 0.4 MILE
 AH1428'NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0567 ***********************************************************************
 BO0567  CBN         -  This is a Cooperative Base Network Control Station.
 BO0567  DESIGNATION -  MID 2
 BO0567  PID         -  BO0567
 BO0567  STATE/COUNTY-  TX/PECOS
 BO0567  USGS QUAD   -  DIVIDE COUNTRY (1967)
 BO0567
 BO0567                         *CURRENT SURVEY CONTROL
 BO0567  ___________________________________________________________________
 BO0567* NAD 83(1993)-  30 52 15.48941(N)    101 56 00.93225(W)     ADJUSTED  
 BO0567* NAVD 88     -       899.2    (meters)    2950.     (feet)  GPS OBS   
 BO0567  ___________________________________________________________________
 BO0567  X           -  -1,133,162.625 (meters)                     COMP
 BO0567  Y           -  -5,361,660.572 (meters)                     COMP
 BO0567  Z           -   3,254,072.442 (meters)                     COMP
 BO0567  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 BO0567  ELLIP HEIGHT-         875.75  (meters)          (10/24/00) GPS OBS
 BO0567  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BO0567
 BO0567  HORZ ORDER  -  B
 BO0567  ELLP ORDER  -  FOURTH    CLASS II
 BO0567
 BO0567.The horizontal coordinates were established by GPS observations
 BO0567.and adjusted by the National Geodetic Survey in May 1994..
 BO0567
 BO0567.The orthometric height was determined by GPS observations and a
 BO0567.high-resolution geoid model.
 BO0567
 BO0567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BO0567
 BO0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0567
 BO0567.The ellipsoidal height was determined by GPS observations
 BO0567.and is referenced to NAD 83.
 BO0567
 BO0567.The geoid height was determined by GEOID03.
 BO0567
 BO0567;                    North         East     Units Scale Factor Converg.
 BO0567;SPC TX C     - 3,134,603.460   546,986.033   MT  0.99988432   -0 49 27.2
 BO0567;SPC TX C     -10,284,111.52  1,794,570.01   sFT  0.99988432   -0 49 27.2
 BO0567;UTM  14      - 3,418,988.733   219,506.672   MT  1.00057063   -1 30 22.4
 BO0567;UTM  13      - 3,419,330.376   793,198.035   MT  1.00066057   +1 34 28.3
 BO0567
 BO0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0567!SPC TX C     -   0.99986249  x   0.99988432  =   0.99974683
 BO0567!UTM  14      -   0.99986249  x   1.00057063  =   1.00043305
 BO0567!UTM  13      -   0.99986249  x   1.00066057  =   1.00052297
 BO0567
 BO0567:                Primary Azimuth Mark                     Grid Az
 BO0567:SPC TX C     -  MID AZ MK                                136 02 48.2
 BO0567:UTM  14      -  MID AZ MK                                136 43 43.4
 BO0567:UTM  13      -  MID AZ MK                                133 38 52.7
 BO0567
 BO0567|---------------------------------------------------------------------|
 BO0567| PID    Reference Object                     Distance      Geod. Az  |
 BO0567|                                                           dddmmss.s |
 BO0567| CH9027 MID AZ MK                                          1351321.0 |
 BO0567| BO0564 MID 2 RM A                           26.542 METERS 18153     |
 BO0567| CH9028 MID RM 1                             20.405 METERS 18517     |
 BO0567| CH9029 MID RM 2                             25.682 METERS 29249     |
 BO0567| BO0566 IRAAN EL PASO NAT GAS MAST          300.997 METERS 30414     |
 BO0567|---------------------------------------------------------------------|
 BO0567
 BO0567                          SUPERSEDED SURVEY CONTROL
 BO0567
 BO0567  ELLIP H (05/09/94)  875.83   (m)                       GP(       ) 4 2
 BO0567  NAD 83(1986)-  30 52 15.50092(N)    101 56 00.91918(W) AD(       ) 1
 BO0567  NAD 27      -  30 52 14.92540(N)    101 55 59.46201(W) AD(       ) 1
 BO0567  NGVD 29 (07/19/86)  898.91   (m)         2949.2    (f) LEVELING    3  
 BO0567
 BO0567.Superseded values are not recommended for survey control.
 BO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0567.See file dsdata.txt to determine how the superseded data were derived.
 BO0567
 BO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1950718989(NAD 83)
 BO0567_MARKER: DS = TRIANGULATION STATION DISK
 BO0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0567_SP_SET: SQUARE CONCRETE MONUMENT
 BO0567_STAMPING: MID 2 1968
 BO0567_MARK LOGO: CGS   
 BO0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 BO0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0567+STABILITY: SURFACE MOTION
 BO0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0567+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1993
 BO0567
 BO0567  HISTORY     - Date     Condition        Report By
 BO0567  HISTORY     - 1968     MONUMENTED       CGS
 BO0567  HISTORY     - 1968     GOOD             CGS
 BO0567  HISTORY     - 1969     GOOD             CGS
 BO0567  HISTORY     - 19780322 GOOD             RBNF
 BO0567  HISTORY     - 19930222 GOOD             NGS
 BO0567
 BO0567                          STATION DESCRIPTION
 BO0567
 BO0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0567'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF IRAAN,
 BO0567'ON THE HIGHEST POINT OF A HIGH KNOLL OVERLOOKING THE PECOS VALLEY
 BO0567'TO THE EAST AND ON PROPERTY OWNED BY MR. GENE HOLMES.
 BO0567'
 BO0567'TO REACH THE STATION FROM THE POST OFFICE IN IRAAN, GO
 BO0567'SOUTHERLY ON STATE HIGHWAY 349 FOR 1.4 MILES TO A PAVED SIDE
 BO0567'ROAD ON THE RIGHT.  TURN RIGHT, THENCE SOUTHERLY ON PAVED ROAD
 BO0567'FOR 0.5 MILE TO A Y-FORK.  TAKE RIGHT FORK, CROSSING A CATTLE
 BO0567'GUARD AND GO SOUTH AND SOUTHWEST UP STEEP GRADE, THEN WEST ALONG
 BO0567'TOP OF RIDGE FOR 2.95 MILES TO THE AZIMUTH MARK ON THE
 BO0567'LEFT.  CONTINUE WEST FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 BO0567'
 BO0567'THE STATION MARK IS A STANDARD DISK, STAMPED MID 2 1968, SET
 BO0567'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 BO0567'2-FEET SQUARE AND FLUSH WITH THE GROUND SURFACE.  IT IS 111 FEET
 BO0567'SOUTH OF THE SOUTHEAST CORNER OF A FENCE ENCLOSED ANTENNA, 96
 BO0567'FEET NORTH OF THE CENTER OF A PAVED ROAD AND 2.5 FEET NORTHEAST
 BO0567'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BO0567'
 BO0567'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MID NO 1 1935,
 BO0567'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BO0567'8-INCHES.  IT IS 66 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 BO0567'SIGN ATTACHED, 50 FEET NORTH OF THE CENTER OF THE PAVED ROAD
 BO0567'AND 20.5 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN
 BO0567'ATTACHED.
 BO0567'
 BO0567'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MID NO 2 1935, SET
 BO0567'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BO0567'8-INCHES.  IT IS 105 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 BO0567'THE FENCE ENCLOSED ANTENNA, 82.5 FEET WEST OF THE METAL WITNESS
 BO0567'POST WITH SIGN ATTACHED AND 52 FEET NORTH OF THE CENTER OF THE
 BO0567'PAVED ROAD.
 BO0567'
 BO0567'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 BO0567'MID AZIMUTH 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BO0567'MONUMENT THAT PROJECTS 10-INCHES.  IT IS 38 FEET SOUTH OF THE
 BO0567'CENTER OF A PAVED ROAD AND 2.0 FEET NORTH OF A METAL WITNESS POST
 BO0567'WITH SIGN ATTACHED.
 BO0567
 BO0567                          STATION RECOVERY (1968)
 BO0567
 BO0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 BO0567'RECOVERED IN GOOD CONDITION.
 BO0567
 BO0567                          STATION RECOVERY (1969)
 BO0567
 BO0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BO0567'STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND AZIMUTH MARK
 BO0567'WERE RECOVERED IN GOOD CONDITION.
 BO0567'
 BO0567'TO REACH FROM THE POST OFFICE IN IRAAN, GO NORTHERLY ON MAIN
 BO0567'STREET FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAYS 349 AND
 BO0567'29.  CONTINUE NORTH ON STATE HIGHWAYS 349 AND 29 FOR 1.75 MILE
 BO0567'TO A T ROAD LEFT.  TURN LEFT AND GO SOUTHWESTERLY ON SURFACED
 BO0567'ROAD FOR 1.65 MILES TO A T ROAD LEFT.  TURN LEFT AND GO
 BO0567'SOUTHEASTERLY FOR 2.4 MILES TO A RADIO MAST AT THE TOP OF THE
 BO0567'HILL AND STATION LEFT.  CONTINUE SOUTHEASTERLY 0.05 MILE TO
 BO0567'FORK.  TAKE LEFT FORK AND GO 0.2 MILE TO AZIMUTH MARK ON
 BO0567'RIGHT.
 BO0567'
 BO0567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BO0567'ABOUT 3 MI. SE OF IRAAN.
 BO0567
 BO0567                          STATION RECOVERY (1978)
 BO0567
 BO0567'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1978 (HZL)
 BO0567'RECOVERED IN GOOD CONDITION.
 BO0567
 BO0567                          STATION RECOVERY (1993)
 BO0567
 BO0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BO0567'STATION IS LOCATED ABOUT 6 KM (3.70 MI)  SOUTHWEST OF IRAAN, 23 KM
 BO0567'(14.30 MI)  NORTH OF THE PECOS-TERRELL COUNTY LINE, ON YATES MESA, IN
 BO0567'THE MARATHON OIL COMPANY YATES OIL FIELD, ALONG A PAVED ROAD,
 BO0567'ADJACENT TO TWO MASTS.  OWNERSHIP--MARATHON OIL COMPANY, P.O. BOX
 BO0567'668, IRAAN, TX 79744.  CONTACT DAVE HOOPMAN, PHONE 915-639-2553.
 BO0567'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S. HIGHWAY
 BO0567'190 (EXIT 307), GO NORTHEAST ON HIGHWAY 190 FOR 12.4 KM (7.70 MI) TO
 BO0567'A PAVED ROAD ON THE RIGHT.  TURN RIGHT, EASTERLY INTO THE MARITHON
 BO0567'OIL FIELD COMPANY COMPLEX.  CONTINUE AHEAD, EASTERLY, ON PAVED ROAD
 BO0567'FOR 3.7 KM (2.30 MI) TO A PAVED ROAD ON THE LEFT LEADING TO THE YATES
 BO0567'GAS PLANT.  CONTINUE AHEAD ON PAVED ROAD FOR 6.3 KM (3.90 MI) TO THE
 BO0567'STATION ON THE RIGHT JUST PAST A REVERSE FORK.
 BO0567'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST FLUSH
 BO0567'WITH THE GROUND.  A TRIANGULAR-SHAPED PIPE FENCE PROJECTING 40 CM HAS
 BO0567'BEEN SET AROUND THE STATION.  IT IS 29.3 M (96.1 FT)  NORTHEAST OF
 BO0567'AND LEVEL WITH THE ROAD, 27.3 M (89.6 FT)  SOUTH-SOUTHWEST OF THE
 BO0567'SOUTH CORNER OF A FENCE AROUND A PAINTED MAST, 28.4 M (93.2 FT)
 BO0567'SOUTHEAST OF A UTILITY POLE WITH GUYS, 43.2M NORTHWEST OF THE WEST
 BO0567'CORNER OF A SMALL CINDERBLOCK BUILDING AT AN UNPAINTED MAST, 22.0 M
 BO0567'(72.2 FT) NORTH-NORTHEAST OF THE SOUTH GUY TO THE PAINTED MAST AND
 BO0567'0.7 M (2.3 FT) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0564 ***********************************************************************
 BO0564  DESIGNATION -  MID 2 RM A
 BO0564  PID         -  BO0564
 BO0564  STATE/COUNTY-  TX/PECOS
 BO0564  USGS QUAD   -  DIVIDE COUNTRY (1967)
 BO0564
 BO0564                         *CURRENT SURVEY CONTROL
 BO0564  ___________________________________________________________________
 BO0564* NAD 83(1993)-  30 52 14.62801(N)    101 56 00.96498(W)     ADJUSTED  
 BO0564* NAVD 88     -       898.91   (+/-2cm)    2949.2    (feet)  VERTCON   
 BO0564  ___________________________________________________________________
 BO0564  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 BO0564  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BO0564
 BO0564  HORZ ORDER  -  FIRST
 BO0564  VERT ORDER  -  THIRD ? (See Below)
 BO0564
 BO0564.The horizontal coordinates were established by classical geodetic methods
 BO0564.and adjusted by the National Geodetic Survey in February 1996..
 BO0564
 BO0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0564.The vertical order pertains to the NGVD 29 superseded value.
 BO0564
 BO0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0564
 BO0564.The geoid height was determined by GEOID03.
 BO0564
 BO0564;                    North         East     Units Scale Factor Converg.
 BO0564;SPC TX C     - 3,134,576.950   546,984.782   MT  0.99988433   -0 49 27.2
 BO0564;SPC TX C     -10,284,024.54  1,794,565.91   sFT  0.99988433   -0 49 27.2
 BO0564;UTM  14      - 3,418,962.222   219,505.105   MT  1.00057064   -1 30 22.4
 BO0564;UTM  13      - 3,419,303.816   793,197.894   MT  1.00066057   +1 34 28.2
 BO0564
 BO0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0564!SPC TX C     -   0.99986255  x   0.99988433  =   0.99974689
 BO0564!UTM  14      -   0.99986255  x   1.00057064  =   1.00043311
 BO0564!UTM  13      -   0.99986255  x   1.00066057  =   1.00052303
 BO0564
 BO0564|---------------------------------------------------------------------|
 BO0564| PID    Reference Object                     Distance      Geod. Az  |
 BO0564|                                                           dddmmss.s |
 BO0564| BO0567 MID 2                                26.542 METERS 00153     |
 BO0564| BO0559 ARCHER                              APPROX.13.5 KM 0754741.5 |
 BO0564| BO0566 IRAAN EL PASO NAT GAS MAST          316.001 METERS 30818     |
 BO0564| BO0565 IRAAN MARATHON OIL RAD MAST          63.499 METERS 35707     |
 BO0564|---------------------------------------------------------------------|
 BO0564
 BO0564                          SUPERSEDED SURVEY CONTROL
 BO0564
 BO0564  NAD 83(1986)-  30 52 14.63921(N)    101 56 00.95192(W) AD(       ) 1
 BO0564  NAD 27      -  30 52 14.06397(N)    101 55 59.49475(W) AD(       ) 1
 BO0564  NGVD 29 (07/19/86)  898.66   (m)         2948.4    (f) LEVELING    3  
 BO0564
 BO0564.Superseded values are not recommended for survey control.
 BO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0564.See file dsdata.txt to determine how the superseded data were derived.
 BO0564
 BO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1950518962(NAD 83)
 BO0564_MARKER: DS = TRIANGULATION STATION DISK
 BO0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0564+STABILITY: SURFACE MOTION
 BO0564
 BO0564  HISTORY     - Date     Condition        Report By
 BO0564  HISTORY     - 1968     MONUMENTED       CGS
 BO0564
 BO0564                          STATION DESCRIPTION
 BO0564
 BO0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0564'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF IRAAN,
 BO0564'ON THE HIGHEST POINT OVER LOOKING THE PECOS VALLEY TO THE EAST
 BO0564'AND NORTH, AND ON PROPERTY OWNED BY MR. GENE HOLMES.
 BO0564'
 BO0564'THE STATION MARK IS A STANDARD DISK STAMPED MID 2 RM A 1968,
 BO0564'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 BO0564'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 BO0564'IS 72 FEET SOUTHEAST OF THE GUY WIRE ANCHOR OF A MAST, 39
 BO0564'FEET NORTHEAST OF THE CENTER OF THE PAVED ROAD AND 1.5 FEET
 BO0564'NORTHEAST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 BO0564'
 BO0564'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MID
 BO0564'2 1968.
 BO0564'
 BO0564'TO REACH THE STATION FROM THE POST OFFICE IN IRAAN, GO
 BO0564'SOUTHERLY ON STATE HIGHWAY 349 FOR 1.4 MILES TO A PAVED SIDE
 BO0564'ROAD ON THE RIGHT.  TURN RIGHT, THENCE SOUTHERLY ON PAVED ROAD
 BO0564'FOR 0.5 MILE TO A Y-FORK.  TAKE RIGHT FORK, CROSSING A CATTLE
 BO0564'GUARD AND GO SOUTH AND SOUTHWEST UP STEEP GRADE, THEN WEST ALONG
 BO0564'TOP OF RIDGE FOR 2.95 MILES TO MID 2 AZIMUTH MARK ON THE
 BO0564'LEFT.  CONTINUE WEST FOR 0.2 MILE TO STATION MID 2 ON THE
 BO0564'RIGHT AND MID 2 RM A, 87.081 FEET SOUTH OF MID 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0704 ***********************************************************************
 DO0704  DESIGNATION -  MIDDLE
 DO0704  PID         -  DO0704
 DO0704  STATE/COUNTY-  TX/CLAY
 DO0704  USGS QUAD   -  JOLLY (1972)
 DO0704
 DO0704                         *CURRENT SURVEY CONTROL
 DO0704  ___________________________________________________________________
 DO0704* NAD 83(1993)-  33 51 08.08250(N)    098 18 27.94324(W)     ADJUSTED  
 DO0704* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 DO0704  ___________________________________________________________________
 DO0704  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DO0704  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DO0704
 DO0704  HORZ ORDER  -  THIRD
 DO0704
 DO0704.The horizontal coordinates were established by classical geodetic methods
 DO0704.and adjusted by the National Geodetic Survey in February 1996..
 DO0704
 DO0704.The orthometric height was scaled from a topographic map.
 DO0704
 DO0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0704
 DO0704.The geoid height was determined by GEOID03.
 DO0704
 DO0704;                    North         East     Units Scale Factor Converg.
 DO0704;SPC TXNC     - 2,242,384.294   617,790.014   MT  0.99997009   +0 06 17.4
 DO0704;SPC TXNC     - 7,356,889.14  2,026,866.07   sFT  0.99997009   +0 06 17.4
 DO0704;UTM  14      - 3,745,988.909   564,037.744   MT  0.99965055   +0 23 08.3
 DO0704
 DO0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0704!SPC TXNC     -   0.99996002  x   0.99997009  =   0.99993012
 DO0704!UTM  14      -   0.99996002  x   0.99965055  =   0.99961059
 DO0704
 DO0704|---------------------------------------------------------------------|
 DO0704| PID    Reference Object                     Distance      Geod. Az  |
 DO0704|                                                           dddmmss.s |
 DO0704| CX7762 MIDDLE RM 1                          28.219 METERS 10924     |
 DO0704| CX7761 MIDDLE AZ MK                                       2930721.4 |
 DO0704| CX7763 MIDDLE RM 2                          19.693 METERS 31119     |
 DO0704|---------------------------------------------------------------------|
 DO0704
 DO0704                          SUPERSEDED SURVEY CONTROL
 DO0704
 DO0704  NAD 83(1993)-  33 51 08.08261(N)    098 18 27.94278(W) AD(       ) 3
 DO0704  NAD 83(1986)-  33 51 08.08571(N)    098 18 27.93003(W) AD(       ) 3
 DO0704  NAD 27      -  33 51 07.73048(N)    098 18 26.75659(W) AD(       ) 3
 DO0704
 DO0704.Superseded values are not recommended for survey control.
 DO0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0704.See file dsdata.txt to determine how the superseded data were derived.
 DO0704
 DO0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6403845989(NAD 83)
 DO0704_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0704
 DO0704  HISTORY     - Date     Condition        Report By
 DO0704  HISTORY     - 1966     MONUMENTED       CGS
 DO0704
 DO0704                          STATION DESCRIPTION
 DO0704
 DO0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0704'THE STATION IS ABOUT 11 MILES EAST-SOUTHEAST OF WICHITA FALLS, 7-1/2
 DO0704'MILES WEST-NORTHWEST OF HENRIETTA, ALONG THE NORTH RIGHT-OF-WAY OF
 DO0704'U.S. HIGHWAYS 82 AND 287.
 DO0704'
 DO0704'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79 AND
 DO0704'U.S. HIGHWAYS 82 AND 287 IN THE EAST EDGE OF WICHITA FALLS, GO
 DO0704'EAST-SOUTHEAST ON HIGHWAYS 82 AND 287 FOR 8.35 MILE TO THE AZIMUTH
 DO0704'MARK ON THE RIGHT.  THIS IS JUST AFTER PASSING A SIDE ROAD ON THE
 DO0704'RIGHT.  CONTINUE AHEAD, EAST-SOUTHEAST FOR 0.6 MILE TO THE
 DO0704'STATION ON THE LEFT BY THE NORTH RIGHT-OF-WAY FENCE.
 DO0704'
 DO0704'STATION MARK IS A STANDARD DISK, STAMPED MIDDLE 1965, SET IN THE
 DO0704'TOP OF A CONCRETE POST, 24 INCHES IN DIAMETER, THAT IS 2 FEET BELOW
 DO0704'THE GROUND SURFACE.  IT IS 100 FEET NORTH-NORTHEAST OF THE
 DO0704'CENTERLINE OF THE WESTBOUND LANE OF U.S. HIGHWAYS 82 AND 287, 16
 DO0704'FEET SOUTH-SOUTHWEST OF THE NORTH RIGHT-OF-WAY FENCE AND METAL
 DO0704'WITNESS POST, AND ABOUT FIVE FEET HIGHER THAN THE HIGHWAYS.
 DO0704'
 DO0704'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MIDDLE NO 1 1965, SET
 DO0704'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER, THAT IS FLUSH
 DO0704'WITH THE GROUND.  IT IS 114 FEET NORTH-NORTHEAST OF THE CENTERLINE
 DO0704'OF THE HIGHWAYS, 1 FOOT SOUTH-SOUTHWEST OF THE NORTH RIGHT-OF-WAY
 DO0704'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0704'
 DO0704'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MIDDLE NO 2 1965, SET
 DO0704'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER, THAT IS FLUSH
 DO0704'WITH THE GROUND.  IT IS 114 FEET NORTH-NORTHEAST OF THE CENTERLINE
 DO0704'OF THE HIGHWAYS, 1 FOOT SOUTH-SOUTHWEST OF THE NORTH RIGHT-OF-WAY
 DO0704'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0704'
 DO0704'AZIMUTH MARK IS A STANDARD DISK, STAMPED MIDDLE 1965, SET IN THE
 DO0704'TOP OF A CONCRETE POST 12 INCHES IN DIAMETER, THAT PROJECTS 3
 DO0704'INCHES ABOVE THE GROUND.  IT IS 47.5 FEET SOUTH-SOUTHWEST OF THE
 DO0704'CENTERLINE OF THE EASTBOUND LANE OF U.S. HIGHWAYS 82 AND 287, 36.0
 DO0704'NORTH-NORTHEAST OF THE NORTH RAIL OF THE RAILROAD TRACK, 2 FEET
 DO0704'SOUTH OF A TELEPHONE LINE POLE, 2 FEET SOUTHWEST OF A METAL
 DO0704'WITNESS POST AND AT ABOUT THE SAME ELEVATION AS THE HIGHWAYS.
 DO0704'
 DO0704'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0703 ***********************************************************************
 EN0703  DESIGNATION -  MIDDLE
 EN0703  PID         -  EN0703
 EN0703  STATE/COUNTY-  TX/COTTLE
 EN0703  USGS QUAD   -  DUNLAP (1981)
 EN0703
 EN0703                         *CURRENT SURVEY CONTROL
 EN0703  ___________________________________________________________________
 EN0703* NAD 83(1993)-  34 13 36.01952(N)    100 18 06.31563(W)     ADJUSTED  
 EN0703* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 EN0703  ___________________________________________________________________
 EN0703  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EN0703  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 EN0703
 EN0703  HORZ ORDER  -  THIRD
 EN0703
 EN0703.The horizontal coordinates were established by classical geodetic methods
 EN0703.and adjusted by the National Geodetic Survey in February 1996..
 EN0703
 EN0703.The orthometric height was scaled from a topographic map.
 EN0703
 EN0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0703
 EN0703.The geoid height was determined by GEOID03.
 EN0703
 EN0703;                    North         East     Units Scale Factor Converg.
 EN0703;SPC TXNC     - 2,285,325.261   433,983.123   MT  1.00008290   -0 58 57.6
 EN0703;SPC TXNC     - 7,497,771.29  1,423,826.30   sFT  1.00008290   -0 58 57.6
 EN0703;UTM  14      - 3,788,055.573   380,102.239   MT  0.99977720   -0 43 56.2
 EN0703
 EN0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0703!SPC TXNC     -   0.99991820  x   1.00008290  =   1.00000110
 EN0703!UTM  14      -   0.99991820  x   0.99977720  =   0.99969542
 EN0703
 EN0703|---------------------------------------------------------------------|
 EN0703| PID    Reference Object                     Distance      Geod. Az  |
 EN0703|                                                           dddmmss.s |
 EN0703| CX7765 MIDDLE RM 1                          51.993 METERS 07825     |
 EN0703| CX7766 MIDDLE RM 2                          45.046 METERS 17835     |
 EN0703| CX7764 MIDDLE AZ MK                                       2922937.6 |
 EN0703|---------------------------------------------------------------------|
 EN0703
 EN0703                          SUPERSEDED SURVEY CONTROL
 EN0703
 EN0703  NAD 83(1993)-  34 13 36.02031(N)    100 18 06.31539(W) AD(       ) 3
 EN0703  NAD 83(1986)-  34 13 36.02495(N)    100 18 06.30809(W) AD(       ) 3
 EN0703  NAD 27      -  34 13 35.77165(N)    100 18 04.89101(W) AD(       ) 3
 EN0703
 EN0703.Superseded values are not recommended for survey control.
 EN0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0703.See file dsdata.txt to determine how the superseded data were derived.
 EN0703
 EN0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8010288056(NAD 83)
 EN0703_MARKER: DS = TRIANGULATION STATION DISK
 EN0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0703_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0703
 EN0703  HISTORY     - Date     Condition        Report By
 EN0703  HISTORY     - 1967     MONUMENTED       CGS
 EN0703
 EN0703                          STATION DESCRIPTION
 EN0703
 EN0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0703'THE STATION IS ABOUT 15 MILES SOUTH-SOUTHWEST OF CHILDRESS, 15 MILES
 EN0703'NORTH OF PADUCAH AND ON THE NORTH RIGHT OF WAY OF A PAVED ROAD.
 EN0703'
 EN0703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287-83-62,
 EN0703'IN THE WEST EDGE OF CHILDRESS, GO SOUTH ON U.S. HIGHWAY 83-62 FOR
 EN0703'15.6 MILES TO A CROSSROADS WITH FARM ROAD 1440.  (TO REACH THE
 EN0703'AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO WEST ON FARM ROAD
 EN0703'1440 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE NORTH RIGHT OF WAY).
 EN0703'TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.05 MILE TO THE
 EN0703'STATION ON THE LEFT.
 EN0703'
 EN0703'THE STATION MARK IS A STANDARD DISK, STAMPED MIDDLE 1967, SET IN
 EN0703'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0703'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 52.3 FEET WEST OF THE
 EN0703'CENTERLINE OF A CONCRETE ROAD, 51.7 FEET NORTH OF THE CENTERLINE
 EN0703'OF A PAVED ROAD, 9.0 FEET SOUTHWEST OF A TELEPHONE LINE POLE
 EN0703'AND 3.5 FEET EAST OF A WITNESS POST.
 EN0703'
 EN0703'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MIDDLE NO 1 1967, SET
 EN0703'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0703'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 51.5 FEET WEST-SOUTHWEST
 EN0703'OF A FENCE, 173.9 FEET EAST OF THE WITNESS POST, 1.0 FEET
 EN0703'EAST-SOUTHEAST OF THE CONCRETE ROAD AND ABOUT 3 FEET LOWER IN
 EN0703'ELEVATION THAN THE STATION.  DISTANCE FROM THE AXIS OF THE
 EN0703'TELESCOPE IS 170.86 FEET OR (52.078)METERS.
 EN0703'
 EN0703'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MIDDLE NO 2 1967, SET
 EN0703'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0703'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 148.9 FEET
 EN0703'SOUTH-SOUTHEAST OF THE WITNESS POST, 48.2 FEET EAST OF THE
 EN0703'CENTERLINE OF THE CONCRETE ROAD, 3.3 FEET WEST-NORTHWEST OF A FENCE,
 EN0703'1.5 FEET NORTH OF A TELEPHONE LINE POLE AND IS ABOUT 2 FEET
 EN0703'HIGHER IN ELEVATION THAN THE STATION.  DISTANCE FROM THE AXIS OF
 EN0703'THE TELESCOPE IS 147.99 FEET OR (45.107) METERS.
 EN0703'
 EN0703'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MIDDLE 1967, SET IN
 EN0703'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0703'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 50.0 FEET NORTH OF THE
 EN0703'CENTERLINE OF FARM ROAD 1440, 3.0 FEET EAST OF A WITNESS POST AND
 EN0703'1.5 FEET SOUTH OF A FENCE.
 EN0703'
 EN0703'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 WERE NOT
 EN0703'MEASURED DUE TO OBSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0734 ***********************************************************************
 EN0734  DESIGNATION -  MIDDLE
 EN0734  PID         -  EN0734
 EN0734  STATE/COUNTY-  TX/MOTLEY
 EN0734  USGS QUAD   -  MATADOR (1981)
 EN0734
 EN0734                         *CURRENT SURVEY CONTROL
 EN0734  ___________________________________________________________________
 EN0734* NAD 83(1993)-  34 02 52.61666(N)    100 51 23.98677(W)     ADJUSTED  
 EN0734* NAVD 88     -       766.     (meters)    2513.     (feet)  SCALED    
 EN0734  ___________________________________________________________________
 EN0734  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 EN0734  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EN0734
 EN0734  HORZ ORDER  -  SECOND
 EN0734
 EN0734.The horizontal coordinates were established by classical geodetic methods
 EN0734.and adjusted by the National Geodetic Survey in February 1996..
 EN0734
 EN0734.The orthometric height was scaled from a topographic map.
 EN0734
 EN0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0734
 EN0734.The geoid height was determined by GEOID03.
 EN0734
 EN0734;                    North         East     Units Scale Factor Converg.
 EN0734;SPC TXNC     - 2,266,516.326   382,415.697   MT  1.00002369   -1 17 07.1
 EN0734;SPC TXNC     - 7,436,062.31  1,254,642.17   sFT  1.00002369   -1 17 07.1
 EN0734;UTM  14      - 3,769,027.443   328,626.315   MT  0.99996204   -1 02 23.2
 EN0734
 EN0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0734!SPC TXNC     -   0.99988403  x   1.00002369  =   0.99990772
 EN0734!UTM  14      -   0.99988403  x   0.99996204  =   0.99984608
 EN0734
 EN0734:                Primary Azimuth Mark                     Grid Az
 EN0734:SPC TXNC     -  MATADOR MUNICIPAL TANK                   141 12 32.3
 EN0734:UTM  14      -  MATADOR MUNICIPAL TANK                   140 57 48.4
 EN0734
 EN0734|---------------------------------------------------------------------|
 EN0734| PID    Reference Object                     Distance      Geod. Az  |
 EN0734|                                                           dddmmss.s |
 EN0734| EN0732 MATADOR MUNICIPAL TANK              APPROX. 5.1 KM 1395525.2 |
 EN0734| CX7758 MIDDLE AZ MK                                       1425400.8 |
 EN0734| EN0733 MATADOR TV RELAY MST                APPROX. 5.7 KM 1520825.0 |
 EN0734| CX7759 MIDDLE RM 1                           8.719 METERS 19256     |
 EN0734| DP0573 MATADOR TV RELAY MST WEST           APPROX. 9.1 KM 2153801.5 |
 EN0734| CX7760 MIDDLE RM 2                          10.659 METERS 27336     |
 EN0734|---------------------------------------------------------------------|
 EN0734
 EN0734                          SUPERSEDED SURVEY CONTROL
 EN0734
 EN0734  NAD 83(1993)-  34 02 52.61889(N)    100 51 23.98498(W) AD(       ) 2
 EN0734  NAD 83(1986)-  34 02 52.62216(N)    100 51 23.98026(W) AD(       ) 2
 EN0734  NAD 27      -  34 02 52.35349(N)    100 51 22.49005(W) AD(       ) 2
 EN0734
 EN0734.Superseded values are not recommended for survey control.
 EN0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0734.See file dsdata.txt to determine how the superseded data were derived.
 EN0734
 EN0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2862669027(NAD 83)
 EN0734_MARKER: DS = TRIANGULATION STATION DISK
 EN0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0734_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0734
 EN0734  HISTORY     - Date     Condition        Report By
 EN0734  HISTORY     - 1965     MONUMENTED       CGS
 EN0734
 EN0734                          STATION DESCRIPTION
 EN0734
 EN0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0734'THE STATION IS ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF WHITEFLAT AND 3
 EN0734'MILES NORTH-NORTHWEST OF MATADOR, ON A SMALL BARE KNOLL ALONG THE
 EN0734'WEST SIDE OF STATE HIGHWAY 70 AND ON PROPERTY OWNED BY THE ROCK
 EN0734'ISLAND CATTLE COMPANY.
 EN0734'
 EN0734'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62, 70 AND
 EN0734'STATE HIGHWAY 70 AT THE WEST EDGE OF MATADOR, GO NORTH ON STATE
 EN0734'HIGHWAY 70 FOR 1.85 MILES TO A WIRE GATE ON THE LEFT.  TURN LEFT,
 EN0734'PASSING THROUGH THE GATE, THEN RIGHT AND GO NORTH ON FIREBREAK FOR
 EN0734'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON
 EN0734'FIREBREAK FOR 0.85 MILE TO THE TOP OF THE KNOLL AND THE STATION.
 EN0734'
 EN0734'STATION MARK IS A STANDARD DISK, STAMPED MIDDLE 1964, SET IN THE TOP
 EN0734'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 1
 EN0734'INCH.  IT IS ABOUT 100 YARDS WEST-SOUTHWEST OF STATE HIGHWAY 70.
 EN0734'
 EN0734'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MIDDLE NO 1 1964, SET
 EN0734'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0734'PROJECTS 3 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0734'
 EN0734'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MIDDLE NO 2 1964, SET IN
 EN0734'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0734'PROJECTS 2 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 EN0734'
 EN0734'AZIMUTH MARK IS A STANDARD DISK, STAMPED MIDDLE 1964, SET IN THE TOP
 EN0734'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 EN0734'INCHES.  IT IS 47 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 70,
 EN0734'70 FEET EAST OF THE CENTERLINE OF THE FIREBREAK, 3.5 FEET EAST OF A
 EN0734'WIRE FENCE AND 3 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2292 ***********************************************************************
 BL2292  DESIGNATION -  MIDKIFF
 BL2292  PID         -  BL2292
 BL2292  STATE/COUNTY-  TX/GRIMES
 BL2292  USGS QUAD   -  BEDIAS (1963)
 BL2292
 BL2292                         *CURRENT SURVEY CONTROL
 BL2292  ___________________________________________________________________
 BL2292* NAD 83(1993)-  30 47 51.96800(N)    095 53 45.90870(W)     ADJUSTED  
 BL2292* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BL2292  ___________________________________________________________________
 BL2292  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BL2292  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BL2292
 BL2292  HORZ ORDER  -  FIRST
 BL2292
 BL2292.The horizontal coordinates were established by classical geodetic methods
 BL2292.and adjusted by the National Geodetic Survey in February 1996..
 BL2292
 BL2292.The orthometric height was scaled from a topographic map.
 BL2292
 BL2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2292
 BL2292.The geoid height was determined by GEOID03.
 BL2292
 BL2292;                    North         East     Units Scale Factor Converg.
 BL2292;SPC TX C     - 3,133,855.908 1,124,507.583   MT  0.99988802   +2 17 07.6
 BL2292;SPC TX C     -10,281,658.92  3,689,321.96   sFT  0.99988802   +2 17 07.6
 BL2292;UTM  15      - 3,410,777.813   222,883.819   MT  1.00054741   -1 29 01.6
 BL2292
 BL2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2292!SPC TX C     -   0.99998741  x   0.99988802  =   0.99987543
 BL2292!UTM  15      -   0.99998741  x   1.00054741  =   1.00053481
 BL2292
 BL2292:                Primary Azimuth Mark                     Grid Az
 BL2292:SPC TX C     -  MIDKIFF AZ MK                            027 55 25.2
 BL2292:UTM  15      -  MIDKIFF AZ MK                            031 41 34.4
 BL2292
 BL2292|---------------------------------------------------------------------|
 BL2292| PID    Reference Object                     Distance      Geod. Az  |
 BL2292|                                                           dddmmss.s |
 BL2292| CV8846 MIDKIFF AZ MK                                      0301232.8 |
 BL2292| CV8848 MIDKIFF RM 2                         22.516 METERS 18304     |
 BL2292| BL2290 BEDIAS KERR GINNING CO TANK         APPROX. 5.4 KM 2444055.6 |
 BL2292| CV8847 MIDKIFF RM 1                         26.505 METERS 28903     |
 BL2292| BL2293 MADISONVILLE MADISON CTHSE TWR      APPROX.16.8 KM 3541035.8 |
 BL2292|---------------------------------------------------------------------|
 BL2292
 BL2292                          SUPERSEDED SURVEY CONTROL
 BL2292
 BL2292  NAD 83(1986)-  30 47 51.98087(N)    095 53 45.88942(W) AD(       ) 1
 BL2292  NAD 27      -  30 47 51.28600(N)    095 53 45.06800(W) AD(       ) 1
 BL2292
 BL2292.Superseded values are not recommended for survey control.
 BL2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2292.See file dsdata.txt to determine how the superseded data were derived.
 BL2292
 BL2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ2288410778(NAD 83)
 BL2292_MARKER: DS = TRIANGULATION STATION DISK
 BL2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2292
 BL2292  HISTORY     - Date     Condition        Report By
 BL2292  HISTORY     - 1935     MONUMENTED       CGS
 BL2292  HISTORY     - 1937     GOOD             TXHD
 BL2292  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL2292
 BL2292                          STATION DESCRIPTION
 BL2292
 BL2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2292'THIS STATION IS ABOUT 4 MILES NE OF BEDIAS, 10 MILES S OF
 BL2292'MADISONVILLE, AND 12 MILES E OF IOLA, ON LAND OWNED AND OCCUPIED
 BL2292'BY C.C. MIDKIFF.  MARK IS 1 FOOT E OF N-S FENCE LINE IN AN
 BL2292'UNCULTIVATED FIELD, 18.5 FEET S OF FENCE CORNER, 57 FEET
 BL2292'SE OF THE SE CORNER OF THE HOUSE.  PROJECTS 8 INCHES.
 BL2292'
 BL2292'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2292'BRONZE DISKS SET IN CONCRETE.
 BL2292'
 BL2292'REFERENCE MARK NO. 1 IS S OF THE STATION, AT THE NE CORNER OF
 BL2292'A SMALL COW SHED, 9 FEET E OF GATE IN THE FENCE.  MARK PROJECTS
 BL2292'6 INCHES.  REFERENCE MARK NO. 2 IS W OF THE STATION, AT THE
 BL2292'SW CORNER OF THE YARD, 6 FEET S OF THE SE CORNER OF A SMALL
 BL2292'SHED, 23 FEET SW OF THE SW CORNER OF THE HOUSE.  MARK PROJECTS
 BL2292'6 INCHES.
 BL2292'
 BL2292'AZIMUTH MARK IS NNE OF THE STATION, 20 FEET W OF THE CENTER
 BL2292'LINE OF THE ROAD, 20 FEET S OF A 10-INCH OAK TREE, 1 FOOT E
 BL2292'OF THE FENCE LINE.  PROJECTS 2 INCHES.
 BL2292'
 BL2292'TO REACH STATION FROM BEDIAS, AT THE INTERSECTION OF TEXAS
 BL2292'90 AND THE MAIN STREET, GO E ON THE MAIN STREET, 3.9 MILES
 BL2292'TO SIDE ROAD TO RIGHT LEADING TO MR. MIDKIFFS HOUSE, TURN
 BL2292'RIGHT INTO ROAD FOR 0.15 MILE TO HOUSE AND STATION.
 BL2292'
 BL2292'A 64-FOOT TOWER WAS USED.
 BL2292'
 BL2292'ALL LIGHTS COME INTO VIEW AT 25 FEET.
 BL2292
 BL2292                          STATION RECOVERY (1937)
 BL2292
 BL2292'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2292'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 BL2292
 BL2292                          STATION RECOVERY (1994)
 BL2292
 BL2292'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0993 ***********************************************************************
 CB0993  DESIGNATION -  MIDKIFF
 CB0993  PID         -  CB0993
 CB0993  STATE/COUNTY-  TX/MIDLAND
 CB0993  USGS QUAD   -  MIDKIFF NW (1968)
 CB0993
 CB0993                         *CURRENT SURVEY CONTROL
 CB0993  ___________________________________________________________________
 CB0993* NAD 83(1993)-  31 41 50.39133(N)    101 59 19.40866(W)     ADJUSTED  
 CB0993* NAVD 88     -       854.9    (meters)    2805.     (feet)  VERTCON   
 CB0993  ___________________________________________________________________
 CB0993  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CB0993  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CB0993
 CB0993  HORZ ORDER  -  SECOND
 CB0993
 CB0993.The horizontal coordinates were established by classical geodetic methods
 CB0993.and adjusted by the National Geodetic Survey in February 1996..
 CB0993
 CB0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0993
 CB0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0993
 CB0993.The geoid height was determined by GEOID03.
 CB0993
 CB0993;                    North         East     Units Scale Factor Converg.
 CB0993;SPC TX C     - 3,226,283.853   543,078.016   MT  0.99995533   -0 51 09.4
 CB0993;SPC TX C     -10,584,899.61  1,781,748.46   sFT  0.99995533   -0 51 09.4
 CB0993;UTM  14      - 3,510,772.212   216,717.615   MT  1.00058986   -1 34 17.1
 CB0993;UTM  13      - 3,510,831.095   785,420.712   MT  1.00060487   +1 34 59.8
 CB0993
 CB0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0993!SPC TX C     -   0.99986959  x   0.99995533  =   0.99982493
 CB0993!UTM  14      -   0.99986959  x   1.00058986  =   1.00045937
 CB0993!UTM  13      -   0.99986959  x   1.00060487  =   1.00047438
 CB0993
 CB0993:                Primary Azimuth Mark                     Grid Az
 CB0993:SPC TX C     -  MIDKIFF AZ MK 2                          027 24 45.8
 CB0993:UTM  14      -  MIDKIFF AZ MK 2                          028 07 53.5
 CB0993:UTM  13      -  MIDKIFF AZ MK 2                          024 58 36.6
 CB0993
 CB0993|---------------------------------------------------------------------|
 CB0993| PID    Reference Object                     Distance      Geod. Az  |
 CB0993|                                                           dddmmss.s |
 CB0993| CH9031 MIDKIFF AZ MK 2                                    0263336.4 |
 CB0993| CH9032 MIDKIFF RM 1                         29.825 METERS 08027     |
 CB0993| CH9033 MIDKIFF RM 2                         31.122 METERS 17858     |
 CB0993| CH9030 MIDKIFF AZ MK                                      2812808.6 |
 CB0993|---------------------------------------------------------------------|
 CB0993
 CB0993                          SUPERSEDED SURVEY CONTROL
 CB0993
 CB0993  NAD 83(1986)-  31 41 50.39595(N)    101 59 19.40019(W) AD(       ) 2
 CB0993  NAD 27      -  31 41 49.91900(N)    101 59 17.92000(W) AD(       ) 2
 CB0993  NGVD 29 (07/19/86)  854.6    (m)         2804.     (f) VERT ANG       
 CB0993
 CB0993.Superseded values are not recommended for survey control.
 CB0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0993.See file dsdata.txt to determine how the superseded data were derived.
 CB0993
 CB0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA1671810772(NAD 83)
 CB0993_MARKER: DS = TRIANGULATION STATION DISK
 CB0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0993
 CB0993  HISTORY     - Date     Condition        Report By
 CB0993  HISTORY     - 1935     MONUMENTED       CGS
 CB0993  HISTORY     - 1939     GOOD             TSI
 CB0993  HISTORY     - 1947     GOOD             LOCSUR
 CB0993  HISTORY     - 1950     GOOD             CGS
 CB0993  HISTORY     - 1970     GOOD             NGS
 CB0993
 CB0993                          STATION DESCRIPTION
 CB0993
 CB0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CB0993'STATION IS ABOUT 22 MILES S OF MIDLAND, IN SECTION 27 BLOCK
 CB0993'39, T 4 S, ABOUT 1 MILE E OF THE MIDLAND-RANKIN ROAD, AND ABOUT
 CB0993'1/2 MILE S OF AN E-W ROAD, AND PROJECTS 6 INCHES.
 CB0993'
 CB0993'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CB0993'BRONZE DISKS SET IN CONCRETE.
 CB0993'
 CB0993'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 5 INCHES.
 CB0993'
 CB0993'REFERENCE MARK NO. 2 IS S OF THE STATION AND PROJECTS 6 INCHES.
 CB0993'
 CB0993'AZIMUTH MARK IS ABOUT 1 MILE WNW OF THE STATION, IN THE SE
 CB0993'ANGLE OF A T-INTERSECTION OF THE HIGHWAY WITH A GRADED E-W
 CB0993'ROAD, IS 3 FEET SE OF THE FENCE CORNER AND 37 FEET E OF THE
 CB0993'CENTER OF HIGHWAY.  THE MARK PROJECTS 6 INCHES.
 CB0993'
 CB0993'TO REACH THE STATION FROM MIDLAND, GO W FROM THE COURTHOUSE
 CB0993'TWO BLOCKS, TURN S 21.2 MILES ON THE RANKIN ROAD TO A
 CB0993'T-INTERSECTION, STEM E.  (THE AZIMUTH MARK IS AT THIS POINT).
 CB0993'CONTINUE S 2.0 MILES, TURN OFF THE HIGHWAY, PASS THROUGH A WIRE
 CB0993'GAP ON THE E SIDE OF THE ROAD, AND GO E ALONG THE N SIDE OF
 CB0993'FENCE 1.0 MILE.  TURN N ON A TRAIL AND GO N 1.25 MILES.  TURN
 CB0993'OFF TRAIL AND GO W ABOUT 100 YARDS TO STATION ON THE HIGHEST
 CB0993'POINT.
 CB0993'
 CB0993'A 25-FOOT TOWER WAS ERECTED.
 CB0993
 CB0993                          STATION RECOVERY (1939)
 CB0993
 CB0993'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CB0993'RECOVERED BY EDGAR TOBIN AERIAL SURVEY.
 CB0993'
 CB0993'STATION MARK IN GOOD CONDITION.
 CB0993'
 CB0993'FROM AZIMUTH MARK CONTINUE S ON HIGHWAY TO PLANK GATE ABOUT
 CB0993'0.5 MILE N OF AN ABANDONED SERVICE STATION ON E SIDE OF
 CB0993'HIGHWAY, LEAVE HIGHWAY AT PLANK GATE, TURN LEFT OR E, GOING
 CB0993'TO PLANK GATE IN A N-S FENCE, AT THIS POINT YOU CAN REACH
 CB0993'STATION BY EITHER GOING TO THE RANCH HOUSE AND INQUIRE FOR
 CB0993'DIRECTIONS, OR TURN N AT GATE AND FOLLOW FIRE GUARD ON W SIDE
 CB0993'OF FENCE TO A WIRE GAP, PASS THROUGH GAP, AND CONTINUE N
 CB0993'PASSING WINDMILL ON W SIDE OF TRAIL TO ANOTHER WINDMILL ON THE
 CB0993'E SIDE OF TRAIL.  AT THIS POINT BEAR NW TO TOP OF RISE AND
 CB0993'STATION.
 CB0993'
 CB0993'TO REACH STATION FROM AZIMUTH MARK, GO E ON ROAD FOR ABOUT
 CB0993'1 MILE TO A PLANK GATE ON THE N SIDE OF ROAD, AT THIS POINT
 CB0993'LEAVE CAR AND PACK UP TRAIL ON S SIDE OF ROAD FOR ABOUT 1/2
 CB0993'MILE TO RISE AND STATION.
 CB0993'
 CB0993'THE FENCE AT 2 MILES S OF AZIMUTH MARK HAS BEEN CLOSED AND
 CB0993'STATION CAN BE REACHED AS STATED.
 CB0993
 CB0993                          STATION RECOVERY (1947)
 CB0993
 CB0993'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0993'ORIGINAL DESCRIPTION ADEQUATE.  STATION AND BOTH REFERENCE MARKS
 CB0993'FOUND AND ARE IN GOOD CONDITION.  AZIMUTH MARK UPROOTED IN
 CB0993'APPROXIMATELY THE SAME LOCATION AS GIVEN IN DESCRIPTION.
 CB0993'AZIMUTH MARK CAN BE REACHED FROM MIDLAND BY GOING 20 MI. S ON
 CB0993'MIDLAND-RANKIN HIGHWAY WHERE A GOOD GRADED ROAD INTERSECTS FROM
 CB0993'THE E.  THE UPROOTED AZIMUTH MARK WILL BE FOUND ON THE S SIDE
 CB0993'OF THE ROAD WHERE A GOOD GRADED ROAD INTERSECTS THE
 CB0993'RANKIN-MIDLAND HIGHWAY.
 CB0993
 CB0993                          STATION RECOVERY (1950)
 CB0993
 CB0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VDM)
 CB0993'STATION MARK AND REFERENCE MARKS IN GOOD CONDITION.  DESCRIPTION
 CB0993'ADEQUATE.  AZIMUTH MARKER HAS BEEN PLOWED UP AND IS LYING IN THE
 CB0993'SE ANGLE OF THE INTERSECTION OF MIDLAND-RANKIN ROAD WITH A
 CB0993'LANED UNPAVED ROAD TO THE E.
 CB0993
 CB0993                          STATION RECOVERY (1970)
 CB0993
 CB0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CB0993'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 CB0993'RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 CB0993'MEASUREMENTS TO THE REFERENCE MARKS, BUT THE ANGLE CHECKED.
 CB0993'THE AZIMUTH MARK WAS NOT FOUND, AND HAD BEEN PREVIOUSLY REPORTED
 CB0993'UPROOTED.  A NEW AZIMUTH MARK WAS SET.
 CB0993'
 CB0993'A NEW DESCRIPTION FOLLOWS--
 CB0993'
 CB0993'THE STATION IS LOCATED ABOUT 22 MILES SOUTH OF MIDLAND, 1.0
 CB0993'MILE EAST OF STATE HIGHWAY 349, AND 0.5 MILE SOUTH OF THE HIGHWAY
 CB0993'LEADING TO MIDKIFF, IN PASTURE LAND LEASED BY MR. TISON MIDKIFF
 CB0993'OF RANKIN, TEXAS.
 CB0993'
 CB0993'THE STATION MARK IS A STANDARD DISK STAMPED MIDKIFF 1935, SET
 CB0993'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS
 CB0993'ON A LONG LOW NORTH-SOUTH RIDGE 0.45 MILE WEST OF THE TRACK
 CB0993'ROAD LEADING SOUTH FROM THE AZIMUTH MARK, AND 0.1 MILE NORTH
 CB0993'OF THE TRACK ROAD LEADING WEST FROM THE WINDMILL, AND 1 FOOT
 CB0993'WEST OF A METAL WITNESS POST.
 CB0993'
 CB0993'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MIDKIFF NO 1
 CB0993'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 CB0993'
 CB0993'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MIDKIFF NO 2
 CB0993'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CB0993'
 CB0993'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MIDKIFF 1935 1970,
 CB0993'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CB0993'IT IS 76 FEET SOUTH OF PAVED HIGHWAY LEADING TO MIDKIFF, 65
 CB0993'FEET SOUTHWEST OF A POWER POLE, 16 FEET NORTHWEST OF WEST END
 CB0993'OF CATTLE GUARD AND GATE, 1.3 FEET SOUTHEAST OF A METAL WITNESS
 CB0993'POST, AND 1.0 FT EAST OF A FENCE.
 CB0993'
 CB0993'TO REACH THE STATION FROM THE MIDLAND COUNTY COURTHOUSE IN
 CB0993'MIDLAND, GO WEST ON WALL STREET (BUS. U.S. HIGHWAY 80) FOR 0.15
 CB0993'MILE TO THE INTERSECTION WITH STATE HIGHWAY 349, TURN LEFT,
 CB0993'SOUTH, AND FOLLOW HIGHWAY 349 FOR 1.75 MILES, PASSING UNDER
 CB0993'INTERSTATE HIGHWAY 20, CONTINUE SOUTH ON HIGHWAY 349 FOR 18.65
 CB0993'MILES TO THE JUNCTION WITH FARM ROAD 1787 WEST, CONTINUE
 CB0993'SOUTH FOR 1.0 MILE TO A SIDE ROAD LEFT, EAST, AND SIGN MIDKIFF
 CB0993'15, TURN LEFT ON SIDE ROAD AND GO 1.35 MILES TO A CATTLE GUARD
 CB0993'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED, CROSS CATTLE
 CB0993'AND FOLLOW TRACK ROAD SOUTH ACROSS PASTURE FOR 0.65 MILE TO
 CB0993'A TRACK CROSSROADS, TURN RIGHT AND GO WEST ON CROSSROAD FOR
 CB0993'0.15 MILE TO POINT ABOUT 200 FEET NORTH OF WINDMILL, CONTINUE
 CB0993'STRAIGHT AHEAD, WEST, ON TRACK ROAD FOR 0.25 MILE THEN
 CB0993'TURN RIGHT, NORTH, AND GO ACROSS PASTURE FOR 0.1 MILE TO
 CB0993'THE STATION.
 CB0993'
 CB0993'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES
 CB0993'SOUTH OF MIDLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0009 ***********************************************************************
 CC0009  DESIGNATION -  MIDLAND
 CC0009  PID         -  CC0009
 CC0009  STATE/COUNTY-  TX/MIDLAND
 CC0009  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0009
 CC0009                         *CURRENT SURVEY CONTROL
 CC0009  ___________________________________________________________________
 CC0009* NAD 83(1993)-  31 59 06.50828(N)    102 06 24.50959(W)     ADJUSTED  
 CC0009* NAVD 88     -       865.837  (meters)    2840.67   (feet)  ADJUSTED  
 CC0009  ___________________________________________________________________
 CC0009  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CC0009  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0009  DYNAMIC HT  -         864.620 (meters)    2836.67  (feet)  COMP
 CC0009  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 CC0009
 CC0009  HORZ ORDER  -  THIRD
 CC0009  VERT ORDER  -  FIRST     CLASS II
 CC0009
 CC0009.The horizontal coordinates were established by classical geodetic methods
 CC0009.and adjusted by the National Geodetic Survey in February 1996..
 CC0009
 CC0009.The orthometric height was determined by differential leveling
 CC0009.and adjusted by the National Geodetic Survey in June 1991..
 CC0009
 CC0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0009
 CC0009.The geoid height was determined by GEOID03.
 CC0009
 CC0009.The dynamic height is computed by dividing the NAVD 88
 CC0009.geopotential number by the normal gravity value computed on the
 CC0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0009.degrees latitude (g = 980.6199 gals.).
 CC0009
 CC0009.The modeled gravity was interpolated from observed gravity values.
 CC0009
 CC0009;                    North         East     Units Scale Factor Converg.
 CC0009;SPC TX C     - 3,258,365.558   532,394.016   MT  1.00002894   -0 54 48.4
 CC0009;SPC TX C     -10,690,154.33  1,746,696.03   sFT  1.00002894   -0 54 48.4
 CC0009;SPC TXNC     - 2,041,168.490   259,178.260   MT  1.00004434   -1 58 01.7
 CC0009;SPC TXNC     - 6,696,733.62    850,320.67   sFT  1.00004434   -1 58 01.7
 CC0009;UTM  13      - 3,542,446.650   773,372.851   MT  1.00052176   +1 32 00.5
 CC0009
 CC0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0009!SPC TX C     -   0.99986791  x   1.00002894  =   0.99989685
 CC0009!SPC TXNC     -   0.99986791  x   1.00004434  =   0.99991225
 CC0009!UTM  13      -   0.99986791  x   1.00052176  =   1.00038960
 CC0009
 CC0009:                Primary Azimuth Mark                     Grid Az
 CC0009:SPC TX C     -  MIDLAND PETROLEUM BLDG STACK             063 04 34.7
 CC0009:SPC TXNC     -  MIDLAND PETROLEUM BLDG STACK             064 07 48.0
 CC0009:UTM  13      -  MIDLAND PETROLEUM BLDG STACK             060 37 45.8
 CC0009
 CC0009|---------------------------------------------------------------------|
 CC0009| PID    Reference Object                     Distance      Geod. Az  |
 CC0009|                                                           dddmmss.s |
 CC0009| CC0721 MIDLAND PETROLEUM BLDG STACK        APPROX. 3.2 KM 0620946.3 |
 CC0009| CC0722 MIDLAND COURTHOUSE FLAGPOLE         APPROX. 3.2 KM 0634435.2 |
 CC0009| CC0002 MIDLAND RM 2                         29.514 METERS 06812     |
 CC0009| CH9035 MIDLAND RM 3                         24.907 METERS 15137     |
 CC0009| CH9034 MIDLAND AZ MK                                      2190524.4 |
 CC0009| CH9036 MIDLAND RM 4                         17.278 METERS 22053     |
 CC0009| AI0771 SCAR RESET                          APPROX. 8.0 KM 2285025.7 |
 CC0009| CC0725 MIDLAND W MUNICIPAL TANK            278.681 METERS 33052     |
 CC0009| CC0001 MIDLAND RM 1                         35.610 METERS 33957     |
 CC0009|---------------------------------------------------------------------|
 CC0009
 CC0009                          SUPERSEDED SURVEY CONTROL
 CC0009
 CC0009  NAD 83(1986)-  31 59 06.51202(N)    102 06 24.50103(W) AD(       ) 3
 CC0009  NAD 27      -  31 59 06.06800(N)    102 06 23.00600(W) AD(       ) 3
 CC0009  NGVD 29 (??/??/92)  865.462  (m)         2839.44   (f) ADJ UNCH    1 2
 CC0009
 CC0009.Superseded values are not recommended for survey control.
 CC0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0009.See file dsdata.txt to determine how the superseded data were derived.
 CC0009
 CC0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR7337342447(NAD 83)
 CC0009_MARKER: DS = TRIANGULATION STATION DISK
 CC0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0009_STAMPING: MIDLAND 1935
 CC0009_MARK LOGO: CGS   
 CC0009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CC0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0009+STABILITY: SURFACE MOTION
 CC0009
 CC0009  HISTORY     - Date     Condition        Report By
 CC0009  HISTORY     - 1935     MONUMENTED       CGS
 CC0009  HISTORY     - 1938     GOOD             TXHD
 CC0009  HISTORY     - 1950     GOOD             CGS
 CC0009  HISTORY     - 1955     GOOD             CGS
 CC0009  HISTORY     - 1956     GOOD             CGS
 CC0009  HISTORY     - 1956     GOOD             NGS
 CC0009  HISTORY     - 1969     GOOD             CGS
 CC0009  HISTORY     - 1975     GOOD             TXHD
 CC0009  HISTORY     - 1982     GOOD             NGS
 CC0009  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0009  HISTORY     - 19851010 GOOD             NGS
 CC0009
 CC0009                          STATION DESCRIPTION
 CC0009
 CC0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0009'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31102-1, STATION 1005.
 CC0009
 CC0009                          STATION RECOVERY (1938)
 CC0009
 CC0009'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0009'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CC0009'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CC0009
 CC0009                          STATION RECOVERY (1950)
 CC0009
 CC0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 CC0009'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CC0009'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CC0009
 CC0009                          STATION RECOVERY (1955)
 CC0009
 CC0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CC0009'STATION MARK AND AZIMUTH MARK RECOVERED AS DESCRIBED IN GOOD
 CC0009'CONDITION.  REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED.  THEY
 CC0009'HAVE BEEN DESTROYED OR COVERED BY HIGHWAY WIDENING.  A 24-FT.
 CC0009'ROD AT THE AZIMUTH MARK WAS NECESSARY TO SEE OVER A LARGE
 CC0009'SIGNBOARD.
 CC0009
 CC0009                          STATION RECOVERY (1956)
 CC0009
 CC0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CC0009'STATION IS 2.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC
 CC0009'RAILROAD FROM THE STATION AT MIDLAND, THENCE 0.45 MILE NORTH
 CC0009'ALONG THE BANKHEAD HIGHWAY, AT A JUNCTION WITH WEST WALL AVENUE,
 CC0009'37 FEET WEST OF THE CENTER LINE OF THE BANKHEAD HIGHWAY, 56
 CC0009'FEET SOUTHEAST OF THE CENTER LINE OF WEST WALL AVENUE, 120.4
 CC0009'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RENDEZVOUS DRIVE
 CC0009'INN, A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 CC0009'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, STAMPED MIDLAND
 CC0009'1935.
 CC0009'
 CC0009'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  IT WAS PROBABLY
 CC0009'DESTROYED OR COVERED BY THE PAVEMENT WHEN THE SILVER SPUR
 CC0009'DRIVE INN WAS BUILT.
 CC0009'
 CC0009'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT WAS PROBABLY
 CC0009'DESTROYED OR COVERED OVER BY THE PAVEMENT.
 CC0009
 CC0009                          STATION RECOVERY (1956)
 CC0009
 CC0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CC0009'2.65 MI SW FROM MIDLAND.
 CC0009'2.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0009'STATION AT MIDLAND, THENCE 0.45 MILE NORTH ALONG THE BANKHEAD HIGHWAY,
 CC0009'AT A JUNCTION WITH WEST WALL AVENUE, 37 FEET WEST OF THE CENTER LINE
 CC0009'OF THE BANKHEAD HIGHWAY, 56 FEET SOUTHEAST OF THE CENTER LINE OF WEST
 CC0009'WALL AVENUE, 120.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CC0009'RENDEZVOUS DRIVE INN, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CC0009'0.8 FOOT ABOVE THE GROUND..
 CC0009
 CC0009                          STATION RECOVERY (1969)
 CC0009
 CC0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CC0009'THE STATION MARK AND THE AZIMUTH MARK WAS RECOVERED AND FOUND
 CC0009'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK
 CC0009'NO. 2 WERE NOT RECOVERED AND WAS ASSUMED THE MARKS WERE DESTROYED
 CC0009'BY CONSTRUCTION OR COULD BE COVERED WITH ASPHALT.  A LARGE
 CC0009'SIGN BOARD OBSTRUCTS THE LINE OF SIGHT TO THE AZIMUTH MARK
 CC0009'AND ABOUT A 30 FOOT TARGET ON THE AZIMUTH MARK WOULD BE VISIBLE
 CC0009'AT THE STATION SITE.
 CC0009'
 CC0009'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 CC0009'
 CC0009'FOLLOWING IS A COMPLETE DESCRIPTION.
 CC0009'
 CC0009'STATION MARK, A STANDARD DISK STAMPED MIDLAND 1935, IS SET
 CC0009'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 CC0009'IT IS AT THE INTERSECTION OF WEST WALL AVENUE (BUSINESS U.S.
 CC0009'HIGHWAY 80) AND BANKHEAD HIGHWAY, 38 FEET WEST OF THE CENTER
 CC0009'OF BANKHEAD HIGHWAY, 34.5 FEET EAST OF THE CENTER OF BUSINESS
 CC0009'U.S. 80, 8.5 FEET NORTHEAST OF A POWERLINE POLE, 4 FEET
 CC0009'SOUTHWEST OF A SIGN POLE, 3.3 FEET SOUTH OF THE SOUTH EDGE OF
 CC0009'CURB AT NORTH SIDE OF ISLAND.  IT IS ALSO ABOUT 0.05 MILE
 CC0009'NORTHEAST OF BERG MOTOR CO. AND 50 YARDS NORTH OF THE
 CC0009'DESERT INN MOTEL.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 CC0009'
 CC0009'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MIDLAND 1935
 CC0009'NO. 3 1969, IS CEMENTED IN A DRILL HOLE IN A CURB.  IT IS 38.5
 CC0009'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF ROOM 28 OF THE SILVER
 CC0009'SADDLE MOTEL, 26 FEET EAST OF THE CENTER OF BANKHEAD HIGHWAY,
 CC0009'8 FEET NORTHEAST OF THE CENTER OF A WATER METER, AND 6 FEET
 CC0009'NORTHWEST OF A GAS METER.
 CC0009'
 CC0009'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MIDLAND 1935
 CC0009'NO. 4 1968, IS CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS
 CC0009'33 FEET EAST OF THE NORTH BOUND LANE OF BUSINESS U.S. 80, 56.5
 CC0009'FEET WEST OF THE CENTER OF BANKHEAD HIGHWAY, AND 0.95 FEET EAST OF
 CC0009'THE WEST EDGE OF THE SIDEWALK.
 CC0009'
 CC0009'AZIMUTH MARK, A STANDARD DISK STAMPED MIDLAND AZIMUTH 1935,
 CC0009'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CC0009'6 INCHES.  IT IS 43 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH
 CC0009'A STREET LIGHT, 41 FEET EAST OF THE CENTER OF THE NORTH BOUND
 CC0009'LAND OF BUSINESS U.S. 80, 11.5 FEET SOUTH OF THE SOUTH SIDE
 CC0009'OF A LARGE SIGN BOARD (HOTEL SCHARBAUER), AND 1 FOOT NORTH OF
 CC0009'A METAL WITNESS POST.
 CC0009'
 CC0009'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.1
 CC0009'MILES WEST OF MIDLAND.
 CC0009
 CC0009                          STATION RECOVERY (1975)
 CC0009
 CC0009'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (CLJ)
 CC0009'MIDLAND 1935-GOOD
 CC0009'
 CC0009'THE 1969 DESCRIPTION IS ADEQUATE FOR LOCATING STATION.  THE
 CC0009'OTHER MARKS WERE NOT SEACHED FOR.
 CC0009
 CC0009                          STATION RECOVERY (1982)
 CC0009
 CC0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CC0009'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED AS DESCRIBED IN
 CC0009'1969.  REFERENCE MARK 3 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT
 CC0009'WERE NOT RECOVERED AT THIS TIME.
 CC0009
 CC0009                          STATION RECOVERY (1982)
 CC0009
 CC0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0009'MARK NOT FOUND.
 CC0009
 CC0009                          STATION RECOVERY (1985)
 CC0009
 CC0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 CC0009'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK HAS BEEN
 CC0009'PAVED AROUND AND DOES NOT APPEAR TO HAVE BEEN DISTURBED.  THE AZIMUTH
 CC0009'AND REFERENCE MARKS WERE PROBABLY DESTROYED BY ROAD CONSTRUCTION.  NO
 CC0009'PLACE SUITABLE WAS FOUND TO SEE REFERENCE MARKS.  A NEW AZIMUTH MARK
 CC0009'WAS SET AT THIS TIME.  THE STATION IS LOCATED IN MIDLAND AT THE
 CC0009'JUNCTION OF BUSINESS U.S HIGHWAY 80 AND BANKHEAD HIGHWAY.  THE MARK IS
 CC0009'SET ON A NARROW POINT WHERE THE ROADS ANGLE TOGETHER.  TO REACH FROM
 CC0009'THE JUNCTION OF BUSINESS U.S HIGHWAY 80 AND U.S HIGHWAY 80, GO
 CC0009'EASTERLY ON BUSINESS U.S HIGHWAY 80 FOR 1.04 KM (0.65 MI) TO THE
 CC0009'STATION ON THE RIGHT AS DESCRIBED.  STATION MARK, STAMPED---MIDLAND
 CC0009'1935---, IS A STANDARD CGS DISK SET IN TOP OF A SQUARE CONCRETE
 CC0009'MONUMENT 4 INCHES.  IT IS 17.37 METERS (56.99 FT) NORTHEAST OF A STEEL
 CC0009'LIGHT POLE, 2.53 METERS (8.30 FT) NORTHEAST FROM A UTILITY POLE, 1.16
 CC0009'METERS (3.81 FT) WEST OF THE STREET SIGN, AND 1.01 METERS (3.31 FT)
 CC0009'SOUTH OF THE APEX OF THE CURB.  AZIMUTH MARK, STAMPED---MIDLAND 1935
 CC0009'NO 2 1935---, IS A STANDARD NGS DISK SET IN TOP OF A ROUND CONCRETE
 CC0009'MONUMENT FLUSH WITH THE GROUND.  IT IS 14.94 METERS (49.02 FT) EAST OF
 CC0009'THE CENTER OF BANKHEAD HIGHWAY, 5.18 METERS (16.99 FT) NORTHEAST OF A
 CC0009'POWERLINE BRACE POLE, 1.07 METERS (3.51 FT) NORTHWEST OF A CHAIN-LINK
 CC0009'FENCE CORNER AND 0.55 METER (1.80 FT) WEST-SOUTHWEST OF A WITNESS
 CC0009'POST.  TO REACH THE AZIMUTH MARK FROM STATION---MIDLAND---, GO SOUTH
 CC0009'ON BANKHEAD HIGHWAY FOR 0.68 KM (0.40 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0722 ***********************************************************************
 CC0722  DESIGNATION -  MIDLAND COURTHOUSE FLAGPOLE
 CC0722  PID         -  CC0722
 CC0722  STATE/COUNTY-  TX/MIDLAND
 CC0722  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0722
 CC0722                         *CURRENT SURVEY CONTROL
 CC0722  ___________________________________________________________________
 CC0722* NAD 83(1993)-  31 59 52.76146(N)    102 04 34.44975(W)     ADJUSTED  
 CC0722* NAVD 88     -                                                        
 CC0722  ___________________________________________________________________
 CC0722  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 CC0722  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CC0722
 CC0722  HORZ ORDER  -  THIRD
 CC0722
 CC0722.The horizontal coordinates were established by classical geodetic methods
 CC0722.and adjusted by the National Geodetic Survey in February 1996..
 CC0722
 CC0722
 CC0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0722
 CC0722.The geoid height was determined by GEOID03.
 CC0722
 CC0722;                    North         East     Units Scale Factor Converg.
 CC0722;SPC TX C     - 3,259,744.445   535,305.387   MT  1.00003281   -0 53 51.7
 CC0722;SPC TX C     -10,694,678.23  1,756,247.76   sFT  1.00003281   -0 53 51.7
 CC0722;SPC TXNC     - 2,042,493.644   262,114.518   MT  1.00004023   -1 57 01.7
 CC0722;SPC TXNC     - 6,701,081.23    859,954.05   sFT  1.00004023   -1 57 01.7
 CC0722;UTM  13      - 3,543,949.354   776,224.111   MT  1.00054108   +1 33 00.9
 CC0722;UTM  14      - 3,544,349.552   209,365.050   MT  1.00064186   -1 37 52.4
 CC0722
 CC0722                          SUPERSEDED SURVEY CONTROL
 CC0722
 CC0722  NAD 83(1986)-  31 59 52.76583(N)    102 04 34.44047(W) AD(       ) 4
 CC0722  NAD 27      -  31 59 52.05000(N)    102 04 32.87100(W) AD(       ) 3
 CC0722
 CC0722.Superseded values are not recommended for survey control.
 CC0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0722.See file dsdata.txt to determine how the superseded data were derived.
 CC0722
 CC0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR7622443949(NAD 83)
 CC0722_MARKER: 62 = FLAGPOLE
 CC0722
 CC0722  HISTORY     - Date     Condition        Report By
 CC0722  HISTORY     - 1935     FIRST OBSERVED   CGS
 CC0722
 CC0722                          STATION DESCRIPTION
 CC0722
 CC0722'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0723 ***********************************************************************
 CC0723  DESIGNATION -  MIDLAND E MUNICIPAL TANK
 CC0723  PID         -  CC0723
 CC0723  STATE/COUNTY-  TX/MIDLAND
 CC0723  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0723
 CC0723                         *CURRENT SURVEY CONTROL
 CC0723  ___________________________________________________________________
 CC0723* NAD 83(1993)-  31 59 57.82543(N)    102 04 20.60286(W)     ADJUSTED  
 CC0723* NAVD 88     -                                                        
 CC0723  ___________________________________________________________________
 CC0723  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CC0723  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CC0723
 CC0723  HORZ ORDER  -  THIRD
 CC0723
 CC0723.The horizontal coordinates were established by classical geodetic methods
 CC0723.and adjusted by the National Geodetic Survey in February 1996..
 CC0723.No horizontal observational check was made to the station.
 CC0723
 CC0723
 CC0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0723
 CC0723.The geoid height was determined by GEOID03.
 CC0723
 CC0723;                    North         East     Units Scale Factor Converg.
 CC0723;SPC TX C     - 3,259,894.722   535,671.256   MT  1.00003324   -0 53 44.6
 CC0723;SPC TX C     -10,695,171.27  1,757,448.11   sFT  1.00003324   -0 53 44.6
 CC0723;UTM  13      - 3,544,115.206   776,583.409   MT  1.00054353   +1 33 08.5
 CC0723;UTM  14      - 3,544,495.222   209,733.035   MT  1.00063922   -1 37 45.2
 CC0723
 CC0723                          SUPERSEDED SURVEY CONTROL
 CC0723
 CC0723  NAD 83(1986)-  31 59 57.83031(N)    102 04 20.59404(W) AD(       ) 4
 CC0723  NAD 27      -  31 59 57.39231(N)    102 04 19.10712(W) AD(       ) 3
 CC0723
 CC0723.Superseded values are not recommended for survey control.
 CC0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0723.See file dsdata.txt to determine how the superseded data were derived.
 CC0723
 CC0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR7658344115(NAD 83)
 CC0723_MARKER: 53 = ELEVATED TANK
 CC0723
 CC0723  HISTORY     - Date     Condition        Report By
 CC0723  HISTORY     - 1970     FIRST OBSERVED   NGS
 CC0723
 CC0723                          STATION DESCRIPTION
 CC0723
 CC0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0723'A SILVER COLORED STEEL WATER TANK WITH A CONICAL SHAPED ROOF,
 CC0723'SUPPORTED BY A SIX-LEGGED STEEL STRUCTURE.  IT IS LOCATED
 CC0723'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF ILLINOIS AVENUE
 CC0723'AND WEATHERFORD STREET, 130 FEET WEST OF THE CENTER OF
 CC0723'WEATHERFORD STREET, AND 90 FEET SOUTH OF ILLINOIS AVENUE.
 CC0723'THE OVERALL HEIGHT IS 135 FEET.  THE POINT INTERSECTED IS
 CC0723'THE VENT AT THE TOP OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0727 ***********************************************************************
 CC0727  DESIGNATION -  MIDLAND ODESSA AIR TERM TANK
 CC0727  PID         -  CC0727
 CC0727  STATE/COUNTY-  TX/MIDLAND
 CC0727  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0727
 CC0727                         *CURRENT SURVEY CONTROL
 CC0727  ___________________________________________________________________
 CC0727* NAD 83(1993)-  31 56 14.67727(N)    102 12 38.95759(W)     ADJUSTED  
 CC0727* NAVD 88     -                                                        
 CC0727  ___________________________________________________________________
 CC0727  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CC0727  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CC0727
 CC0727  HORZ ORDER  -  THIRD
 CC0727
 CC0727.The horizontal coordinates were established by classical geodetic methods
 CC0727.and adjusted by the National Geodetic Survey in February 1996..
 CC0727.No horizontal observational check was made to the station.
 CC0727
 CC0727
 CC0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0727
 CC0727.The geoid height was determined by GEOID03.
 CC0727
 CC0727;                    North         East     Units Scale Factor Converg.
 CC0727;SPC TX C     - 3,253,234.819   522,475.599   MT  1.00001497   -0 58 01.3
 CC0727;SPC TX C     -10,673,321.24  1,714,155.36   sFT  1.00001497   -0 58 01.3
 CC0727;UTM  13      - 3,536,894.846   763,677.822   MT  1.00045754   +1 28 34.7
 CC0727
 CC0727                          SUPERSEDED SURVEY CONTROL
 CC0727
 CC0727  NAD 83(1986)-  31 56 14.67692(N)    102 12 38.94606(W) AD(       ) 4
 CC0727  NAD 27      -  31 56 14.23315(N)    102 12 37.44333(W) AD(       ) 3
 CC0727
 CC0727.Superseded values are not recommended for survey control.
 CC0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0727.See file dsdata.txt to determine how the superseded data were derived.
 CC0727
 CC0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR6367836895(NAD 83)
 CC0727_MARKER: 53 = ELEVATED TANK
 CC0727
 CC0727  HISTORY     - Date     Condition        Report By
 CC0727  HISTORY     - 1970     FIRST OBSERVED   NGS
 CC0727
 CC0727                          STATION DESCRIPTION
 CC0727
 CC0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0727'A NEARLY SPHERICAL STEEL WATER TANK, PAINTED RED AND WHITE
 CC0727'IN CHECKERED PATTERN, WITH A REVOLVING BEACON LIGHT AT ITS
 CC0727'TOP, SUPPORTED BY A 10-LEGGED STEEL STRUCTURE PAINTED RED AND
 CC0727'WHITE IN ALTERNATE SECTIONS.  LOCATED AT THE MIDLAND-ODESSA
 CC0727'AIR TERMINAL, MIDWAY BETWEEN THE TWO CITIES, ON THE NORTH
 CC0727'SIDE OF U.S. HIGHWAY 80, IT IS ABOUT 0.25 MILE WEST OF THE
 CC0727'AIR TERMINAL BUILDING AND PARKING LOT.  IT IS APPROXIMATELY
 CC0727'145 FEET IN HEIGHT OVERALL.  THE POINT INTERSECTED IS THE
 CC0727'LIGHT AT THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0721 ***********************************************************************
 CC0721  DESIGNATION -  MIDLAND PETROLEUM BLDG STACK
 CC0721  PID         -  CC0721
 CC0721  STATE/COUNTY-  TX/MIDLAND
 CC0721  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0721
 CC0721                         *CURRENT SURVEY CONTROL
 CC0721  ___________________________________________________________________
 CC0721* NAD 83(1993)-  31 59 55.45442(N)    102 04 35.71286(W)     ADJUSTED  
 CC0721* NAVD 88     -                                                        
 CC0721  ___________________________________________________________________
 CC0721  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 CC0721  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CC0721
 CC0721  HORZ ORDER  -  THIRD
 CC0721
 CC0721.The horizontal coordinates were established by classical geodetic methods
 CC0721.and adjusted by the National Geodetic Survey in February 1996..
 CC0721
 CC0721
 CC0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0721
 CC0721.The geoid height was determined by GEOID03.
 CC0721
 CC0721;                    North         East     Units Scale Factor Converg.
 CC0721;SPC TX C     - 3,259,827.905   535,273.535   MT  1.00003304   -0 53 52.4
 CC0721;SPC TX C     -10,694,952.05  1,756,143.26   sFT  1.00003304   -0 53 52.4
 CC0721;SPC TXNC     - 2,042,577.676   262,084.205   MT  1.00004000   -1 57 02.3
 CC0721;SPC TXNC     - 6,701,356.93    859,854.60   sFT  1.00004000   -1 57 02.3
 CC0721;UTM  13      - 3,544,031.420   776,188.705   MT  1.00054084   +1 33 00.4
 CC0721;UTM  14      - 3,544,433.465   209,334.250   MT  1.00064208   -1 37 53.1
 CC0721
 CC0721                          SUPERSEDED SURVEY CONTROL
 CC0721
 CC0721  NAD 83(1986)-  31 59 55.45869(N)    102 04 35.70417(W) AD(       ) 4
 CC0721  NAD 27      -  31 59 55.01500(N)    102 04 34.21600(W) AD(       ) 3
 CC0721
 CC0721.Superseded values are not recommended for survey control.
 CC0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0721.See file dsdata.txt to determine how the superseded data were derived.
 CC0721
 CC0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR7618944031(NAD 83)
 CC0721_MARKER: 63 = STACK
 CC0721
 CC0721  HISTORY     - Date     Condition        Report By
 CC0721  HISTORY     - 1935     FIRST OBSERVED   CGS
 CC0721  HISTORY     - 1970     GOOD             NGS
 CC0721
 CC0721                          STATION DESCRIPTION
 CC0721
 CC0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0721'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A SILVER
 CC0721'COLORED STEEL STACK ON THE ROOF OF THE SHELL OIL COMPANY
 CC0721'OFFICE BUILDING, LOCATED IN THE NORTHEAST CORNER OF THE
 CC0721'INTERSECTION OF COLORADO AVENUE AND TEXAS AVENUE IN DOWNTOWN
 CC0721'MIDLAND.  THE BUILDING WAS KNOWN AS THE PETROLEUM BUILDING IN
 CC0721'1935.  THE LETTERS, SHELL, ARE MOUNTED SEPARATELY ON THE ROOF OF
 CC0721'THE BUILDING, AND ARE ABOUT THE SAME HEIGHT AS THE STACK
 CC0721'WHICH IS 33-INCHES IN DIAMETER AND APPROXIMATELY 20 FEET IN
 CC0721'HEIGHT.  THE POINT OBSERVED WAS THE CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0001 ***********************************************************************
 CC0001  DESIGNATION -  MIDLAND RM 1
 CC0001  PID         -  CC0001
 CC0001  STATE/COUNTY-  TX/MIDLAND
 CC0001  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0001
 CC0001                         *CURRENT SURVEY CONTROL
 CC0001  ___________________________________________________________________
 CC0001* NAD 83(1986)-  31 59 06.     (N)    102 06 24.     (W)     SCALED    
 CC0001* NAVD 88     -       866.046  (meters)    2841.35   (feet)  ADJUSTED  
 CC0001  ___________________________________________________________________
 CC0001  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0001  DYNAMIC HT  -         864.828 (meters)    2837.36  (feet)  COMP
 CC0001  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 CC0001
 CC0001  VERT ORDER  -  FIRST     CLASS II
 CC0001
 CC0001.The horizontal coordinates were scaled from a topographic map and have
 CC0001.an estimated accuracy of +/- 6 seconds.
 CC0001
 CC0001.The orthometric height was determined by differential leveling
 CC0001.and adjusted by the National Geodetic Survey in June 1991..
 CC0001
 CC0001.The geoid height was determined by GEOID03.
 CC0001
 CC0001.The dynamic height is computed by dividing the NAVD 88
 CC0001.geopotential number by the normal gravity value computed on the
 CC0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0001.degrees latitude (g = 980.6199 gals.).
 CC0001
 CC0001.The modeled gravity was interpolated from observed gravity values.
 CC0001
 CC0001;                    North         East    Units  Estimated Accuracy
 CC0001;SPC TX C     - 3,258,350.      532,410.      MT  (+/- 180 meters Scaled)
 CC0001
 CC0001                          SUPERSEDED SURVEY CONTROL
 CC0001
 CC0001  NGVD 29 (??/??/92)  865.67   (m)         2840.1    (f) COMPUTED    1 2
 CC0001
 CC0001.Superseded values are not recommended for survey control.
 CC0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0001.See file dsdata.txt to determine how the superseded data were derived.
 CC0001
 CC0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR733424(NAD 83)
 CC0001_MARKER: DR = REFERENCE MARK DISK
 CC0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0001_STAMPING: MIDLAND NO 1 1935
 CC0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0001+STABILITY: SURFACE MOTION
 CC0001
 CC0001  HISTORY     - Date     Condition        Report By
 CC0001  HISTORY     - 1935     MONUMENTED       CGS
 CC0001  HISTORY     - 1967     MARK NOT FOUND   NGS
 CC0001
 CC0001                          STATION DESCRIPTION
 CC0001
 CC0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0001'IN MIDLAND.
 CC0001'116.8 FEET NORTHWEST OF TRIANGULATION STATION MIDLAND DESCRIBED ABOVE,
 CC0001'49.3 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28.3 FEET
 CC0001'SOUTHWEST OF A POWER-TRANSMISSION LINE POLE, IN LINE WITH A ROW OF
 CC0001'POLES ON THE NORTHWEST SIDE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 CC0001'THAN THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED MIDLAND NO
 CC0001'1 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 CC0001'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0002 ***********************************************************************
 CC0002  DESIGNATION -  MIDLAND RM 2
 CC0002  PID         -  CC0002
 CC0002  STATE/COUNTY-  TX/MIDLAND
 CC0002  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0002
 CC0002                         *CURRENT SURVEY CONTROL
 CC0002  ___________________________________________________________________
 CC0002* NAD 83(1986)-  31 59 06.     (N)    102 06 24.     (W)     SCALED    
 CC0002* NAVD 88     -       865.676  (meters)    2840.14   (feet)  ADJUSTED  
 CC0002  ___________________________________________________________________
 CC0002  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0002  DYNAMIC HT  -         864.459 (meters)    2836.15  (feet)  COMP
 CC0002  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 CC0002
 CC0002  VERT ORDER  -  FIRST     CLASS II
 CC0002
 CC0002.The horizontal coordinates were scaled from a topographic map and have
 CC0002.an estimated accuracy of +/- 6 seconds.
 CC0002
 CC0002.The orthometric height was determined by differential leveling
 CC0002.and adjusted by the National Geodetic Survey in June 1991..
 CC0002
 CC0002.The geoid height was determined by GEOID03.
 CC0002
 CC0002.The dynamic height is computed by dividing the NAVD 88
 CC0002.geopotential number by the normal gravity value computed on the
 CC0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0002.degrees latitude (g = 980.6199 gals.).
 CC0002
 CC0002.The modeled gravity was interpolated from observed gravity values.
 CC0002
 CC0002;                    North         East    Units  Estimated Accuracy
 CC0002;SPC TX C     - 3,258,350.      532,410.      MT  (+/- 180 meters Scaled)
 CC0002
 CC0002                          SUPERSEDED SURVEY CONTROL
 CC0002
 CC0002  NGVD 29 (??/??/92)  865.30   (m)         2838.9    (f) COMPUTED    1 2
 CC0002
 CC0002.Superseded values are not recommended for survey control.
 CC0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0002.See file dsdata.txt to determine how the superseded data were derived.
 CC0002
 CC0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR733424(NAD 83)
 CC0002_MARKER: DR = REFERENCE MARK DISK
 CC0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0002_STAMPING: MIDLAND NO 2 1935
 CC0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0002+STABILITY: SURFACE MOTION
 CC0002
 CC0002  HISTORY     - Date     Condition        Report By
 CC0002  HISTORY     - 1935     MONUMENTED       CGS
 CC0002  HISTORY     - 1967     MARK NOT FOUND   NGS
 CC0002
 CC0002                          STATION DESCRIPTION
 CC0002
 CC0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0002'IN MIDLAND.
 CC0002'96.8 FEET EAST OF TRIANGULATION STATION MIDLAND DESCRIBED ABOVE, 102.5
 CC0002'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29.5 FEET SOUTHEAST
 CC0002'OF THE CENTER LINE OF THE ASPHALT ROAD, 4 FEET SOUTHWEST OF A POLE,
 CC0002'AND LEVEL WITH THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED
 CC0002'MIDLAND NO 2 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 CC0002'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0724 ***********************************************************************
 CC0724  DESIGNATION -  MIDLAND TV STA KDCD TOWER
 CC0724  PID         -  CC0724
 CC0724  STATE/COUNTY-  TX/MIDLAND
 CC0724  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0724
 CC0724                         *CURRENT SURVEY CONTROL
 CC0724  ___________________________________________________________________
 CC0724* NAD 83(1993)-  31 59 49.77666(N)    102 04 44.45610(W)     ADJUSTED  
 CC0724* NAVD 88     -                                                        
 CC0724  ___________________________________________________________________
 CC0724  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CC0724  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CC0724
 CC0724  HORZ ORDER  -  THIRD
 CC0724
 CC0724.The horizontal coordinates were established by classical geodetic methods
 CC0724.and adjusted by the National Geodetic Survey in February 1996..
 CC0724.No horizontal observational check was made to the station.
 CC0724
 CC0724
 CC0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0724
 CC0724.The geoid height was determined by GEOID03.
 CC0724
 CC0724;                    North         East     Units Scale Factor Converg.
 CC0724;SPC TX C     - 3,259,656.634   535,041.315   MT  1.00003256   -0 53 56.9
 CC0724;SPC TX C     -10,694,390.14  1,755,381.38   sFT  1.00003256   -0 53 56.9
 CC0724;UTM  13      - 3,543,850.295   775,963.898   MT  1.00053931   +1 32 55.5
 CC0724;UTM  14      - 3,544,265.078   209,099.713   MT  1.00064376   -1 37 57.5
 CC0724
 CC0724                          SUPERSEDED SURVEY CONTROL
 CC0724
 CC0724  NAD 83(1986)-  31 59 49.78517(N)    102 04 44.44742(W) AD(       ) 4
 CC0724  NAD 27      -  31 59 49.35020(N)    102 04 42.96185(W) AD(       ) 3
 CC0724
 CC0724.Superseded values are not recommended for survey control.
 CC0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0724.See file dsdata.txt to determine how the superseded data were derived.
 CC0724
 CC0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR7596443850(NAD 83)
 CC0724_MARKER: 43 = RADIO/TV TOWER
 CC0724
 CC0724  HISTORY     - Date     Condition        Report By
 CC0724  HISTORY     - 1970     FIRST OBSERVED   NGS
 CC0724
 CC0724                          STATION DESCRIPTION
 CC0724
 CC0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0724'AN INCLOSED STEEL TOWER WITH A REVOLVING LIGHT AT ITS TOP,
 CC0724'SURMOUNTED BY AN ANTENNA MAST, ON THE TOP OF THE WILCO OFFICE
 CC0724'BUILDING IN DOWNTOWN MIDLAND.  THE TOWER COVERING IS PAINTED
 CC0724'WHITE AND THE LETTERS WILCO ARE PAINTED IN RED, VERTICALLY
 CC0724'ON THE TOWER.  THE BUILDING IS A 20 STORY, YELLOW BRICK STRUCTURE
 CC0724'LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF WALL
 CC0724'AVENUE AND MARIENFELD STREET.  OVERALL HEIGHT IS 440 FEET.
 CC0724'POINT OBSERVED IS THE TOP OF THE TOWER ENCASING THE REVOLVING
 CC0724'LIGHT.  THE TOWER BELONGS TO TV STATION KDCD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0793 ***********************************************************************
 CV0793  DESIGNATION -  MIDLAND TV STA KMID MAST
 CV0793  PID         -  CV0793
 CV0793  STATE/COUNTY-  TX/MIDLAND
 CV0793  USGS QUAD   -  HACKBERRY LAKE (1968)
 CV0793
 CV0793                         *CURRENT SURVEY CONTROL
 CV0793  ___________________________________________________________________
 CV0793* NAD 83(1993)-  32 05 10.98714(N)    102 17 11.91590(W)     ADJUSTED  
 CV0793* NAVD 88     -                                                        
 CV0793  ___________________________________________________________________
 CV0793  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 CV0793  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CV0793
 CV0793  HORZ ORDER  -  THIRD
 CV0793
 CV0793.The horizontal coordinates were established by classical geodetic methods
 CV0793.and adjusted by the National Geodetic Survey in February 1996..
 CV0793.No horizontal observational check was made to the station.
 CV0793
 CV0793
 CV0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0793
 CV0793.The geoid height was determined by GEOID03.
 CV0793
 CV0793;                    North         East     Units Scale Factor Converg.
 CV0793;SPC TX C     - 3,269,875.722   515,597.120   MT  1.00006086   -1 00 21.9
 CV0793;SPC TX C     -10,727,917.26  1,691,588.22   sFT  1.00006086   -1 00 21.9
 CV0793;UTM  13      - 3,553,233.521   756,092.475   MT  1.00040888   +1 26 31.6
 CV0793
 CV0793                          SUPERSEDED SURVEY CONTROL
 CV0793
 CV0793  NAD 83(1986)-  32 05 10.98598(N)    102 17 11.91310(W) AD(       ) 4
 CV0793  NAD 27      -  32 05 10.57411(N)    102 17 10.38878(W) AD(       ) 3
 CV0793
 CV0793.Superseded values are not recommended for survey control.
 CV0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0793.See file dsdata.txt to determine how the superseded data were derived.
 CV0793
 CV0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR5609253234(NAD 83)
 CV0793_MARKER: 42 = RADIO/TV MAST
 CV0793
 CV0793  HISTORY     - Date     Condition        Report By
 CV0793  HISTORY     - 1970     FIRST OBSERVED   NGS
 CV0793
 CV0793                          STATION DESCRIPTION
 CV0793
 CV0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CV0793'A STEEL MAST PAINTED RED AND WHITE IN ALTERNATE SECTIONS.
 CV0793'OVERALL HEIGHT IS 1137 FEET.  LOCATED IN MIDLAND COUNTY AT
 CV0793'THE ADJOINING CORNERS OF ANDREWS, ECTOR, AND MIDLAND COUNTIES,
 CV0793'WITH GUY WIRES SET IN ALL THREE COUNTIES.  IT IS ABOUT 16
 CV0793'MILES NORTHWEST OF MIDLAND, 18 MILES NORTH-NORTHEAST OF
 CV0793'ODESSA, 3 MILES NORTH ALONG FARM ROAD 1788 FROM ITS INTERSECTION
 CV0793'WITH STATE HIGHWAY 158, AND 1/2 MILE EAST OF HIGHWAY 1788
 CV0793'IN FLAT PASTURE LAND.  THE POINT OBSERVED IS THE LIGHT AT
 CV0793'THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0725 ***********************************************************************
 CC0725  DESIGNATION -  MIDLAND W MUNICIPAL TANK
 CC0725  PID         -  CC0725
 CC0725  STATE/COUNTY-  TX/MIDLAND
 CC0725  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0725
 CC0725                         *CURRENT SURVEY CONTROL
 CC0725  ___________________________________________________________________
 CC0725* NAD 83(1993)-  31 59 14.41180(N)    102 06 29.67649(W)     ADJUSTED  
 CC0725* NAVD 88     -                                                        
 CC0725  ___________________________________________________________________
 CC0725  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 CC0725  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0725
 CC0725  HORZ ORDER  -  THIRD
 CC0725
 CC0725.The horizontal coordinates were established by classical geodetic methods
 CC0725.and adjusted by the National Geodetic Survey in February 1996..
 CC0725.No horizontal observational check was made to the station.
 CC0725
 CC0725
 CC0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0725
 CC0725.The geoid height was determined by GEOID03.
 CC0725
 CC0725;                    North         East     Units Scale Factor Converg.
 CC0725;SPC TX C     - 3,258,611.140   532,262.271   MT  1.00002959   -0 54 51.1
 CC0725;SPC TX C     -10,690,960.05  1,746,263.80   sFT  1.00002959   -0 54 51.1
 CC0725;UTM  13      - 3,542,686.501   773,230.671   MT  1.00052080   +1 31 58.1
 CC0725
 CC0725                          SUPERSEDED SURVEY CONTROL
 CC0725
 CC0725  NAD 83(1986)-  31 59 14.42207(N)    102 06 29.66949(W) AD(       ) 4
 CC0725  NAD 27      -  31 59 14.00121(N)    102 06 28.19392(W) AD(       ) 3
 CC0725
 CC0725.Superseded values are not recommended for survey control.
 CC0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0725.See file dsdata.txt to determine how the superseded data were derived.
 CC0725
 CC0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR7323142687(NAD 83)
 CC0725_MARKER: 51 = TANK
 CC0725
 CC0725  HISTORY     - Date     Condition        Report By
 CC0725  HISTORY     - 1970     FIRST OBSERVED   NGS
 CC0725
 CC0725                          STATION DESCRIPTION
 CC0725
 CC0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0725'A SILVER COLORED STEEL TANK, 75 FEET IN HEIGHT AND ABOUT 75
 CC0725'FEET IN DIAMETER, SUPPORTED BY A CONCRETE BASE.  IT IS LOCATED
 CC0725'IN WEST CENTRAL MIDLAND, ABOUT 0.15 MILE NORTHWEST OF WALL
 CC0725'STREET (BUSINESS U.S. HIGHWAY 80), IN THE SOUTHEAST CORNER OF
 CC0725'THE INTERSECTION OF POWELL STREET AND ROOSEVELT AVENUE.  THE
 CC0725'POINT OBSERVED WAS THE LIGHT OF ITS SUPPORTING PIPE AT THE
 CC0725'TOP CENTER OF THE TANK.
 CC0725'
 CC0725'THE TANK IS APPROXIMATELY 0.2 MILE NORTHWEST OF TRIANGULATION
 CC0725'STATION MIDLAND 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2189 ***********************************************************************
 BL2189  DESIGNATION -  MIDLINE
 BL2189  PID         -  BL2189
 BL2189  STATE/COUNTY-  TX/MONTGOMERY
 BL2189  USGS QUAD   -  FOSTORIA (1997)
 BL2189
 BL2189                         *CURRENT SURVEY CONTROL
 BL2189  ___________________________________________________________________
 BL2189* NAD 83(1993)-  30 15 36.94608(N)    095 08 40.37052(W)     ADJUSTED  
 BL2189* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 BL2189  ___________________________________________________________________
 BL2189  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BL2189  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL2189
 BL2189  HORZ ORDER  -  THIRD
 BL2189
 BL2189.The horizontal coordinates were established by classical geodetic methods
 BL2189.and adjusted by the National Geodetic Survey in February 1996..
 BL2189
 BL2189.The orthometric height was scaled from a topographic map.
 BL2189
 BL2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2189
 BL2189.The geoid height was determined by GEOID03.
 BL2189
 BL2189;                    North         East     Units Scale Factor Converg.
 BL2189;SPC TX C     - 3,077,447.517 1,199,136.479   MT  0.99996477   +2 40 21.1
 BL2189;SPC TX C     -10,096,592.40  3,934,166.93   sFT  0.99996477   +2 40 21.1
 BL2189;SPC TXSC     - 4,275,094.277   970,954.118   MT  0.99999342   +1 53 19.8
 BL2189;SPC TXSC     -14,025,871.81  3,185,538.64   sFT  0.99999342   +1 53 19.8
 BL2189;UTM  15      - 3,349,571.489   293,681.336   MT  1.00012518   -1 04 51.9
 BL2189
 BL2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2189!SPC TX C     -   0.99999805  x   0.99996477  =   0.99996282
 BL2189!SPC TXSC     -   0.99999805  x   0.99999342  =   0.99999147
 BL2189!UTM  15      -   0.99999805  x   1.00012518  =   1.00012323
 BL2189
 BL2189|---------------------------------------------------------------------|
 BL2189| PID    Reference Object                     Distance      Geod. Az  |
 BL2189|                                                           dddmmss.s |
 BL2189| CV8850 MIDLINE RM 1                         38.520 METERS 02932     |
 BL2189| BL2187 CLEVELAND MUNICIPAL TANK            APPROX.11.0 KM 0312048.0 |
 BL2189| CV8849 MIDLINE AZ MK                                      0341702.8 |
 BL2189| BL2201 NEW CANEY TEX ILL PIPE CO MAST      APPROX.12.3 KM 2380153.4 |
 BL2189| CV8851 MIDLINE RM 2                         26.741 METERS 26606     |
 BL2189| BL2190 FOSTORIA TENN GAS TRANS MAST        APPROX. 7.0 KM 3494346.4 |
 BL2189|---------------------------------------------------------------------|
 BL2189
 BL2189                          SUPERSEDED SURVEY CONTROL
 BL2189
 BL2189  NAD 83(1986)-  30 15 36.96081(N)    095 08 40.35414(W) AD(       ) 3
 BL2189  NAD 27      -  30 15 36.18552(N)    095 08 39.59918(W) AD(       ) 3
 BL2189
 BL2189.Superseded values are not recommended for survey control.
 BL2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2189.See file dsdata.txt to determine how the superseded data were derived.
 BL2189
 BL2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9368149571(NAD 83)
 BL2189_MARKER: DS = TRIANGULATION STATION DISK
 BL2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2189
 BL2189  HISTORY     - Date     Condition        Report By
 BL2189  HISTORY     - 1952     MONUMENTED       CGS
 BL2189  HISTORY     - 1968     MARK NOT FOUND   CGS
 BL2189  HISTORY     - 1969     MARK NOT FOUND   CGS
 BL2189
 BL2189                          STATION DESCRIPTION
 BL2189
 BL2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2189'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY
 BL2189'59, ABOUT 0.1 MILE NORTH OF THE OLD RAILROAD STATION AT
 BL2189'MIDLINE, 62 FEET WEST OF U.S. HIGHWAY 59, 39 FEET NORTHEAST
 BL2189'OF AN OAK TREE WITH A TRIANGLE BLAZE AND 2 FEET WEST OF A
 BL2189'WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED MIDLINE
 BL2189'1952.
 BL2189'
 BL2189'REFERENCE MARK NO. 1 IS 64 FEET WEST OF THE CENTER OF U.S.
 BL2189'HIGHWAY 59 AND 38 FEET EAST OF A CLUSTER OF THREE OAK TREES.
 BL2189'IT IS SET FLUSH AND IS STAMPED MIDLINE NO 1 1952.
 BL2189'
 BL2189'REFERENCE MARK NO. 2 IS 47 FEET WEST OF AN OAK TREE WITH
 BL2189'A TRIANGLE BLAZE, 15 FEET SOUTH OF THE CENTER OF A WOODS
 BL2189'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 BL2189'6 INCHES AND IS STAMPED MIDLINE NO 2 1952.
 BL2189'
 BL2189'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 189.40 FEET.
 BL2189'
 BL2189'THE AZIMUTH MARK IS 52 FEET WEST OF THE WEST RAIL OF THE
 BL2189'RAILROAD TRACKS, 44 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 BL2189'59 AND 1.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 6
 BL2189'INCHES AND IS STAMPED MIDLINE 1952.
 BL2189'
 BL2189'TO REACH THE STATION FROM THE CROSSTREET JUST SOUTH OF THE
 BL2189'POST OFFICE IN CLEVELAND GO WEST ON STATE HIGHWAY 105 FOR
 BL2189'0.15 MILE TO THE JUNCTION WITH U.S. HIGHWAY 59, TURN LEFT
 BL2189'AND FOLLOW U.S. HIGHWAY 59 SOUTHWEST FOR 6.2 MILES TO THE
 BL2189'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTHWEST
 BL2189'ON U.S. HIGHWAY 59 FOR 0.25 MILE TO THE STATION ON THE RIGHT
 BL2189'AS DESCRIBED.
 BL2189
 BL2189                          STATION RECOVERY (1968)
 BL2189
 BL2189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2189'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 BL2189'MARK WERE SEARCHED FOR AND WERE NOT RECOVERED.  IT IS BELIEVED
 BL2189'THAT THEY HAVE BEEN DESTROYED DUE TO CONSTRUCTION OF U.S.
 BL2189'HIGHWAY 59.
 BL2189
 BL2189                          STATION RECOVERY (1969)
 BL2189
 BL2189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BL2189'THE STATION SITE IS NOW PART OF CONSTRUCTION AREA FOR NEW
 BL2189'HIGHWAY AND AFTER A CLOSE SEARCH THE DISK AND A SMALL PIECE
 BL2189'OF CONCRETE OF REFERENCE MARK 1 WERE FOUND.  THIS STATION
 BL2189'SHOULD BE CONSIDERED AS LOST.  THE AREA DESCRIBED AS THE
 BL2189'SITE OF THE AZIMUTH MARK WAS SEARCHED BUT NOTHING WAS FOUND
 BL2189'EXCEPT A HOLE WHERE THE MARK COULD HAVE BEEN.
 BL2189'
 BL2189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.1 MILE
 BL2189'NORTH OF MIDLINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3044 ***********************************************************************
 CS3044  DESIGNATION -  MIDLOTHIAN
 CS3044  PID         -  CS3044
 CS3044  STATE/COUNTY-  TX/ELLIS
 CS3044  USGS QUAD   -  VENUS (1978)
 CS3044
 CS3044                         *CURRENT SURVEY CONTROL
 CS3044  ___________________________________________________________________
 CS3044* NAD 83(1993)-  32 29 02.18995(N)    097 00 06.14330(W)     ADJUSTED  
 CS3044* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 CS3044  ___________________________________________________________________
 CS3044  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 CS3044  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CS3044
 CS3044  HORZ ORDER  -  SECOND
 CS3044
 CS3044.The horizontal coordinates were established by classical geodetic methods
 CS3044.and adjusted by the National Geodetic Survey in February 1996..
 CS3044
 CS3044.The orthometric height was scaled from a topographic map.
 CS3044
 CS3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3044
 CS3044.The geoid height was determined by GEOID03.
 CS3044
 CS3044;                    North         East     Units Scale Factor Converg.
 CS3044;SPC TXNC     - 2,091,632.531   740,813.939   MT  0.99992136   +0 49 01.8
 CS3044;SPC TXNC     - 6,862,297.73  2,430,487.06   sFT  0.99992136   +0 49 01.8
 CS3044;UTM  14      - 3,595,838.006   687,767.618   MT  1.00003478   +1 04 24.7
 CS3044
 CS3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3044!SPC TXNC     -   0.99996765  x   0.99992136  =   0.99988901
 CS3044!UTM  14      -   0.99996765  x   1.00003478  =   1.00000242
 CS3044
 CS3044:                Primary Azimuth Mark                     Grid Az
 CS3044:SPC TXNC     -  MIDLOTHIAN MUNICIPAL TANK                095 24 26.9
 CS3044:UTM  14      -  MIDLOTHIAN MUNICIPAL TANK                095 09 04.0
 CS3044
 CS3044|---------------------------------------------------------------------|
 CS3044| PID    Reference Object                     Distance      Geod. Az  |
 CS3044|                                                           dddmmss.s |
 CS3044| CS2736 MIDLOTHIAN MUNICIPAL TANK           APPROX. 0.7 KM 0961328.7 |
 CS3044| CS3045 ESKRIDGE                            APPROX. 5.7 KM 2024027.7 |
 CS3044| CY1655 MIDLOTHIAN RM 1                      29.937 METERS 20658     |
 CS3044| CY1654 MIDLOTHIAN AZ MK                                   2601327.7 |
 CS3044| CY1656 MIDLOTHIAN RM 2                      24.106 METERS 32541     |
 CS3044|---------------------------------------------------------------------|
 CS3044
 CS3044                          SUPERSEDED SURVEY CONTROL
 CS3044
 CS3044  NAD 83(1986)-  32 29 02.19575(N)    097 00 06.12446(W) AD(       ) 2
 CS3044  NAD 27      -  32 29 01.69700(N)    097 00 05.10600(W) AD(       ) 2
 CS3044
 CS3044.Superseded values are not recommended for survey control.
 CS3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3044.See file dsdata.txt to determine how the superseded data were derived.
 CS3044
 CS3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8776895838(NAD 83)
 CS3044_MARKER: DS = TRIANGULATION STATION DISK
 CS3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3044
 CS3044  HISTORY     - Date     Condition        Report By
 CS3044  HISTORY     - 1947     MONUMENTED       CGS
 CS3044  HISTORY     - 1957     GOOD             USGS
 CS3044  HISTORY     - 1959     GOOD             CGS
 CS3044  HISTORY     - 1960     GOOD             CGS
 CS3044  HISTORY     - 1980     GOOD             LOCSUR
 CS3044
 CS3044                          STATION DESCRIPTION
 CS3044
 CS3044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS3044'THE STATION IS LOCATED IN THE TOWN OF MIDLETHIAN, ABOUT 1/2
 CS3044'MILE WEST OF THE CENTER OF TOWN, IN THE NORTHWEST CORNER OF
 CS3044'KIMMEL PARK, 35 FEET SOUTH OF THE CONCRETE STEPS TO THE
 CS3044'BANDSTAND, 35 FEET NORTHEAST OF A POWER-LINE POLE AND 45
 CS3044'FEET EAST OF THE WEST SIDE FENCE LINE.  THE MARK, STAMPED
 CS3044'MIDLOTHIAN 1947, IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 CS3044'
 CS3044'REFERENCE MARK NO. 1 IS SET 1 FOOT EAST OF THE WEST FENCE
 CS3044'LINE.  IT IS STAMPED MIDLOTHIAN NO 1 1947 AND IS FLUSH WITH
 CS3044'THE SURFACE OF THE GROUND.
 CS3044'
 CS3044'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF A GATE IN THE NORTHWEST
 CS3044'CORNER OF THE PARK, 20 FEET WEST OF THE BANDSTAND AND 1 FOOT
 CS3044'EAST OF THE FENCE LINE.  IT IS SET FLUSH WITH THE SURFACE
 CS3044'OF THE GROUND AND THE DISK IS STAMPED MIDLOTHIAN NO 2 1947.
 CS3044'
 CS3044'THE AZIMUTH MARK IS LOCATED 0.8 MILE WEST-SOUTHWEST OF THE
 CS3044'STATION, ALONG U.S. HIGHWAY 287 AT A ROAD FORK.  IT IS 75 FEET
 CS3044'SOUTH OF CENTER OF THE U.S. HIGHWAY, 20 FEET SOUTH OF CENTER
 CS3044'OF THE SOUTH FORK, A MACADAM ROAD LEADING DUE WEST, AND IS
 CS3044'WITNESSED BY A REFERENCE POST.  IT IS STAMPED MIDLOTHIAN 1947
 CS3044'AND PROJECTS 6 INCHES.
 CS3044'
 CS3044'TO REACH THE AZIMUTH MARK FROM THE STATION, PASS THROUGH THE
 CS3044'SOUTHEAST GATE OF KIMMEL PARK AND GO SOUTH FOR 0.1 MILE TO
 CS3044'U.S. HIGHWAY 287, TURN RIGHT AND GO WESTERLY FOR 0.8 MILE TO
 CS3044'THE FORK AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 CS3044'
 CS3044'A 74 FOOT SIGNAL AT ESKRIDGE IS VISIBLE AT 37 FEET.
 CS3044'
 CS3044'A 4 FOOT SIGNAL AT SOAP IS VISIBLE AT 37 FEET.
 CS3044'
 CS3044'A 74 FOOT SIGNAL AT PATTON IS VISIBLE AT 37 FEET.
 CS3044'
 CS3044'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS3044
 CS3044                          STATION RECOVERY (1957)
 CS3044
 CS3044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CS3044'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3044'
 CS3044'AZIMUTH MARK NOT FOUND.  EITHER DESTROYED DURING RECENT
 CS3044'HIGHWAY IMPROVEMENT OR COVERED UP.  INSUFFICIENT DESCRIPTION
 CS3044'TO UNCOVER.
 CS3044
 CS3044                          STATION RECOVERY (1959)
 CS3044
 CS3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS3044'THE STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 CS3044'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH
 CS3044'MARK IS NO LONGER VISIBLE FROM THE STATION DUE TO BUILDINGS
 CS3044'IN THE LINE.
 CS3044
 CS3044                          STATION RECOVERY (1960)
 CS3044
 CS3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3044'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 CS3044'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS3044'TO STATION SITE ARE CORRECT.
 CS3044
 CS3044                          STATION RECOVERY (1980)
 CS3044
 CS3044'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS3044'MIDLOTHIAN 1947 RM 1 AND 2 CONDITION GOOD - DESCRIPTION
 CS3044'ADEQUATE - CANNOT BE USED FOR TRAVERSE - NO BACK SIGHT WITHOUT
 CS3044'TOWER - NO LONG DISTANCE AVAILABLE - AZIMUTH MARK NOT SEARCHED
 CS3044'FOR - SEE 1959 NOTE.
 CS3044'
 CS3044'DISTANCE AND DIRECTION FROM NEAREST TOWN--MIDLOTHIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2736 ***********************************************************************
 CS2736  DESIGNATION -  MIDLOTHIAN MUNICIPAL TANK
 CS2736  PID         -  CS2736
 CS2736  STATE/COUNTY-  TX/ELLIS
 CS2736  USGS QUAD   -  MIDLOTHIAN (1978)
 CS2736
 CS2736                         *CURRENT SURVEY CONTROL
 CS2736  ___________________________________________________________________
 CS2736* NAD 83(1993)-  32 28 59.60534(N)    096 59 38.19491(W)     ADJUSTED  
 CS2736* NAVD 88     -                                                        
 CS2736  ___________________________________________________________________
 CS2736  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 CS2736  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CS2736
 CS2736  HORZ ORDER  -  THIRD
 CS2736
 CS2736.The horizontal coordinates were established by classical geodetic methods
 CS2736.and adjusted by the National Geodetic Survey in February 1996..
 CS2736
 CS2736
 CS2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2736
 CS2736.The geoid height was determined by GEOID03.
 CS2736
 CS2736;                    North         East     Units Scale Factor Converg.
 CS2736;SPC TXNC     - 2,091,563.361   741,544.661   MT  0.99992149   +0 49 17.0
 CS2736;SPC TXNC     - 6,862,070.79  2,432,884.44   sFT  0.99992149   +0 49 17.0
 CS2736;UTM  14      - 3,595,772.099   688,498.726   MT  1.00003817   +1 04 39.6
 CS2736
 CS2736                          SUPERSEDED SURVEY CONTROL
 CS2736
 CS2736  NAD 83(1986)-  32 28 59.61123(N)    096 59 38.17623(W) AD(       ) 4
 CS2736  NAD 27      -  32 28 59.11200(N)    096 59 37.15500(W) AD(       ) 3
 CS2736
 CS2736.Superseded values are not recommended for survey control.
 CS2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2736.See file dsdata.txt to determine how the superseded data were derived.
 CS2736
 CS2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8849995772(NAD 83)
 CS2736_MARKER: 53 = ELEVATED TANK
 CS2736
 CS2736  HISTORY     - Date     Condition        Report By
 CS2736  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2736  HISTORY     - 1957     GOOD             CGS
 CS2736  HISTORY     - 1960     GOOD             CGS
 CS2736  HISTORY     - 1980     GOOD             LOCSUR
 CS2736
 CS2736                          STATION DESCRIPTION
 CS2736
 CS2736'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2736'THE STATION IS LOCATED AT THE INTERSECTION OF AVE. F AND 9TH
 CS2736'STREET IN MIDLOTHIAN.  THIS INTERSECTION IS 1 BLOCK EAST
 CS2736'OF U.S. HIGHWAY 67 AND 1 BLOCK NORTH OF U.S. HIGHWAY 287.
 CS2736'IT IS A 4 LEGGED, SILVER PAINTED, STEEL WATER TANK ABOUT 115
 CS2736'FEET HIGH.  IT HAS THE NAME MIDLOTHIAN PAINTED ON IT IN BLACK
 CS2736'LETTERS AND FACING 4 DIRECTIONS.
 CS2736'
 CS2736'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2736
 CS2736                          STATION RECOVERY (1957)
 CS2736
 CS2736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 CS2736'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2736
 CS2736                          STATION RECOVERY (1960)
 CS2736
 CS2736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2736'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2736'
 CS2736'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2736
 CS2736                          STATION RECOVERY (1980)
 CS2736
 CS2736'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2736'INTERSECTION STATION-GOOD CONDITION.
 CS2736'
 CS2736'DISTANCE AND DIRECTION FROM NEAREST TOWN--MIDLOTHIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0952 ***********************************************************************
 AB0952  DESIGNATION -  MIDWAY
 AB0952  PID         -  AB0952
 AB0952  STATE/COUNTY-  TX/KENEDY
 AB0952  USGS QUAD   -  NORIAS (1982)
 AB0952
 AB0952                         *CURRENT SURVEY CONTROL
 AB0952  ___________________________________________________________________
 AB0952* NAD 83(1993)-  26 50 24.36865(N)    097 46 59.60731(W)     ADJUSTED  
 AB0952* NAVD 88     -        10.502  (meters)      34.46   (feet)  ADJUSTED  
 AB0952  ___________________________________________________________________
 AB0952  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AB0952  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AB0952  DYNAMIC HT  -          10.486 (meters)      34.40  (feet)  COMP
 AB0952  MODELED GRAV-     979,071.0   (mgal)                       NAVD 88
 AB0952
 AB0952  HORZ ORDER  -  THIRD
 AB0952  VERT ORDER  -  FIRST     CLASS II
 AB0952
 AB0952.The horizontal coordinates were established by classical geodetic methods
 AB0952.and adjusted by the National Geodetic Survey in February 1996..
 AB0952
 AB0952.The orthometric height was determined by differential leveling
 AB0952.and adjusted by the National Geodetic Survey in June 1991..
 AB0952.WARNING-Repeat measurements at this control monument indicate possible
 AB0952.vertical movement.
 AB0952
 AB0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0952
 AB0952.The geoid height was determined by GEOID03.
 AB0952
 AB0952.The dynamic height is computed by dividing the NAVD 88
 AB0952.geopotential number by the normal gravity value computed on the
 AB0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0952.degrees latitude (g = 980.6199 gals.).
 AB0952
 AB0952.The modeled gravity was interpolated from observed gravity values.
 AB0952
 AB0952;                    North         East     Units Scale Factor Converg.
 AB0952;SPC TX S     - 5,130,209.041   371,236.247   MT  0.99989872   +0 19 31.5
 AB0952;SPC TX S     -16,831,360.83  1,217,964.25   sFT  0.99989872   +0 19 31.5
 AB0952;UTM  14      - 2,969,304.984   620,898.334   MT  0.99978044   +0 32 58.0
 AB0952
 AB0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0952!SPC TX S     -   1.00000217  x   0.99989872  =   0.99990089
 AB0952!UTM  14      -   1.00000217  x   0.99978044  =   0.99978261
 AB0952
 AB0952|---------------------------------------------------------------------|
 AB0952| PID    Reference Object                     Distance      Geod. Az  |
 AB0952|                                                           dddmmss.s |
 AB0952| AB0951 MIDWAY RM 1                           6.963 METERS 03546     |
 AB0952| AB0953 MIDWAY RM 2                           7.142 METERS 12946     |
 AB0952| CV2675 MIDWAY AZ MK                                       1765226.5 |
 AB0952| AB0955 MIDWAY 2 RM 4                                      33234     |
 AB0952| AB0954 MIDWAY 2                            144.143 METERS 33431     |
 AB0952| AB1264 MIDWAY 2 RM 5                       APPROX. 0.7 KM 3490509.6 |
 AB0952| AH1534 BROWNSVILLE FT WORTH AWY BCN 8      APPROX.19.2 KM 3535014.0 |
 AB0952|---------------------------------------------------------------------|
 AB0952
 AB0952                          SUPERSEDED SURVEY CONTROL
 AB0952
 AB0952  NAD 83(1986)-  26 50 24.38208(N)    097 46 59.57625(W) AD(       ) 3
 AB0952  NAD 27      -  26 50 23.17500(N)    097 46 58.59400(W) AD(       ) 3
 AB0952  NGVD 29 (07/19/86)   10.60   (m)           34.8    (f) LEVELING    3  
 AB0952
 AB0952.Superseded values are not recommended for survey control.
 AB0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0952.See file dsdata.txt to determine how the superseded data were derived.
 AB0952
 AB0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2089869305(NAD 83)
 AB0952_MARKER: DS = TRIANGULATION STATION DISK
 AB0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0952_STAMPING: MIDWAY 1949
 AB0952_MARK LOGO: CGS   
 AB0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0952+STABILITY: SURFACE MOTION
 AB0952
 AB0952  HISTORY     - Date     Condition        Report By
 AB0952  HISTORY     - 1950     MONUMENTED       CGS
 AB0952  HISTORY     - 1951     GOOD             CGS
 AB0952  HISTORY     - 1951     GOOD             NGS
 AB0952  HISTORY     - 1974     GOOD             NGS
 AB0952  HISTORY     - 1982     POOR             NGS
 AB0952  HISTORY     - 1985     POOR             AEROS
 AB0952
 AB0952                          STATION DESCRIPTION
 AB0952
 AB0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AB0952'THE STATION IS LOCATED ABOUT 3-3/4 MILES NORTH OF NORIAS
 AB0952'AND 5-1/2 MILES SOUTH OF ARMSTRONG ON THE EAST RIGHT-OF-WAY
 AB0952'OF U.S. HIGHWAY 77.  IT IS 74 FEET EAST OF THE CENTER OF
 AB0952'U.S. HIGHWAY 77 AND 17 FEET WEST OF NORTH-SOUTH FENCE LINE,
 AB0952'STAMPED MIDWAY 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AB0952'
 AB0952'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 1 FOOT WEST
 AB0952'OF NORTH-SOUTH FENCE LINE AND STAMPED MIDWAY NO 1 1949 AND
 AB0952'PROJECTS 3 INCHES.
 AB0952'
 AB0952'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 1 FOOT WEST
 AB0952'OF NORTH-SOUTH FENCE LINE, STAMPED MIDWAY NO 2 1949 AND
 AB0952'PROJECTS 3 INCHES.
 AB0952'
 AB0952'BENCH MARK R 619 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 AB0952'0.35 MILE SOUTH OF THE STATION, 60 FEET WEST OF THE CENTER
 AB0952'OF U.S. HIGHWAY 77, 45 FEET EAST OF THE EAST RAIL OF THE
 AB0952'RAILROAD TRACKS AND 3 FEET NORTH OF WITNESS POST.  IT IS
 AB0952'SET IN A 6 BY 6 INCH CONCRETE POST PROJECTING 6 INCHES AND
 AB0952'STAMPED R 619 1942.
 AB0952'
 AB0952'TO REACH THE STATION FROM THE RAILROAD STATION IN NORIAS,
 AB0952'GO NORTH ON U.S. HIGHWAY 77 FOR 3.45 MILES TO BENCH MARK
 AB0952'R 619 ON THE WEST SIDE OF HIGHWAY AS DESCRIBED, CONTINUE
 AB0952'NORTH ON HIGHWAY FOR 0.35 MILE TO THE STATION ON THE EAST
 AB0952'SIDE OF HIGHWAY AS DESCRIBED.
 AB0952'
 AB0952'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB0952
 AB0952                          STATION RECOVERY (1951)
 AB0952
 AB0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VLS)
 AB0952'3.95 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0952'RAILROAD FROM THE STATION AT NORIAS, 180 FEET EAST OF THE
 AB0952'EAST RAIL, 72 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 AB0952'77, 17 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 AB0952'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AB0952'THE GROUND, A TRIANGULATION STATION DISK STAMPED MIDWAY
 AB0952'1949.
 AB0952'
 AB0952'MIDWAY R.M. 1 IS 89 FEET EAST OF THE CENTER LINE OF U.S.
 AB0952'HIGHWAY 77, 22.8 FEET NORTHEAST OF TRIANGULATION STATION
 AB0952'MIDWAY 1949, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 AB0952'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, A
 AB0952'REFERENCE MARK DISK STAMPED MIDWAY NO 1 1949.
 AB0952'
 AB0952'MIDWAY R.M. 2 IS 89 FEET EAST OF THE OF THE CENTER LINE OF
 AB0952'U.S. HIGHWAY 77, 23.5 FEET SOUTHEAST OF TRIANGULATION STATION
 AB0952'MIDWAY 1949, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 AB0952'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0952'
 AB0952'BENCH MARK R 619 IS THE AZIMUTH MARK FOR THIS STATION.  IT
 AB0952'IS 0.35 MILE SOUTH OF TRIANGULATION STATION MIDWAY 1949,
 AB0952'2-1/4 POLES SOUTH OF MILEPOST 71, 45.4 FEET EAST OF THE
 AB0952'EAST RAIL, 62 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 AB0952'77, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AB0952'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED R
 AB0952'619 1942.
 AB0952'
 AB0952'MIDWAY R.M. 2 IS STAMPED MIDWAY NO 2 1949.  ALL MARKS ARE
 AB0952'IN GOOD CONDITION.
 AB0952
 AB0952                          STATION RECOVERY (1951)
 AB0952
 AB0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0952'3.95 MI N FROM NORIAS.
 AB0952'3.95 MILES NORTH ALONG THE ST. LOUIS BROWNSVILLE AND MEXICO RAILROAD
 AB0952'FROM THE STATION AT NORIAS, 180 FEET EAST OF THE EAST RAIL, 72 FEET
 AB0952'EAST OF THE CENTER LINE OF U.S. HIGHWAY 77, 17 FEET WEST OF A FENCE, 2
 AB0952'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0952'IS FLUSH WITH THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0952
 AB0952                          STATION RECOVERY (1974)
 AB0952
 AB0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AB0952'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 AB0952'AND FOUND IN GOOD CONDITION.  AZIMUTH MARK (BM R 619) WAS
 AB0952'FOUND TO HAVE BEEN DESTROYED.  THE DISTANCE AND DIRECTION
 AB0952'TO THE REFERENCE MARKS WERE CHECKED.
 AB0952'
 AB0952'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WILL BE
 AB0952'DESTROYED BY ROAD CONSTRUCTION IN THE FUTURE.
 AB0952'
 AB0952'MIDWAY 2 WAS ESTABLISHED ON THE WEST SIDE OF U.S. HWY. 77
 AB0952'AND OUT OF THE CONSTRUCTION AREA.
 AB0952'
 AB0952'POLARIS WAS OBSERVED TO ESTABLISH REFERENCE MARK NO. 5.
 AB0952'
 AB0952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--RAYMONDVILLE
 AB0952
 AB0952                          STATION RECOVERY (1982)
 AB0952
 AB0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0952'RECOVERED THIS DATE.  NOTE, THIS MARK WILL PROBABLY BE DESTROYED
 AB0952'WHEN NORTHBOUND LANE OF U.S. HIGHWAY 77 IS CONSTRUCTED.
 AB0952
 AB0952                          STATION RECOVERY (1985)
 AB0952
 AB0952'RECOVERY NOTE BY AERO SERVICE CORPORATION 1985 (JVS)
 AB0952'MIDWAY NO 1 1949 RECOVERED IN GOOD CONDITION.
 AB0952'
 AB0952'THE STATION MARK MIDWAY 1949 WAS FOUND TO BE DISTURBED.  R.M. 1 IS
 AB0952'23.1 FEET AT 27 DEG FROM STATION AND 33.9 FEET AT 342 DEG FROM
 AB0952'MIDWAY NO 2 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0412 ***********************************************************************
 AM0412  DESIGNATION -  MIDWAY
 AM0412  PID         -  AM0412
 AM0412  STATE/COUNTY-  TX/BRAZORIA
 AM0412  USGS QUAD   -  FREEPORT (1974)
 AM0412
 AM0412                         *CURRENT SURVEY CONTROL
 AM0412  ___________________________________________________________________
 AM0412* NAD 83(1993)-  28 57 36.07396(N)    095 20 59.43376(W)     ADJUSTED  
 AM0412* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0412  ___________________________________________________________________
 AM0412  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AM0412  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AM0412
 AM0412  HORZ ORDER  -  SECOND
 AM0412
 AM0412.The horizontal coordinates were established by classical geodetic methods
 AM0412.and adjusted by the National Geodetic Survey in February 1996..
 AM0412
 AM0412.The orthometric height was scaled from a topographic map.
 AM0412
 AM0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0412
 AM0412.The geoid height was determined by GEOID03.
 AM0412
 AM0412;                    North         East     Units Scale Factor Converg.
 AM0412;SPC TXSC     - 4,130,419.037   955,705.264   MT  0.99988450   +1 47 17.7
 AM0412;SPC TXSC     -13,551,216.46  3,135,509.69   sFT  0.99988450   +1 47 17.7
 AM0412;UTM  15      - 3,205,830.799   271,003.122   MT  1.00024716   -1 08 17.8
 AM0412
 AM0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0412!SPC TXSC     -   1.00000400  x   0.99988450  =   0.99988850
 AM0412!UTM  15      -   1.00000400  x   1.00024716  =   1.00025116
 AM0412
 AM0412:                Primary Azimuth Mark                     Grid Az
 AM0412:SPC TXSC     -  FREEPORT RADIO STA KBRZ MAST             025 15 53.6
 AM0412:UTM  15      -  FREEPORT RADIO STA KBRZ MAST             028 11 29.1
 AM0412
 AM0412|---------------------------------------------------------------------|
 AM0412| PID    Reference Object                     Distance      Geod. Az  |
 AM0412|                                                           dddmmss.s |
 AM0412| AM0429 FREEPORT RADIO STA KBRZ MAST        APPROX. 3.4 KM 0270311.3 |
 AM0412| AM0021 MIDWAY AZ MK                        485.691 METERS 0984202.8 |
 AM0412| CV6574 MIDWAY RM 1                          24.710 METERS 10908     |
 AM0412| AM0423 DOW CHEM CO PLT A ORGANIC TANK      APPROX. 3.7 KM 1130803.3 |
 AM0412| AM0426 DOW CHEM CO PLT A SHOP TANK         APPROX. 3.1 KM 1191037.4 |
 AM0412| AM0422 DOW CHEM CO PLT A RADAR DOME        APPROX. 3.3 KM 1214546.0 |
 AM0412| AM0427 DOW CHEM CO PLT A CHLORINE TK       APPROX. 3.2 KM 1294005.7 |
 AM0412| AM0430 E FREEPORT STAFFORD CHEM CO TK      APPROX. 1.8 KM 1340016.2 |
 AM0412| AM0416 BRAZOS 1852                         167.135 METERS 19618     |
 AM0412| AM0415 FREEPORT MUNICIPAL TANK             APPROX. 1.0 KM 2034145.2 |
 AM0412| AM0413 VELASCO MUNICIPAL TANK              APPROX. 2.1 KM 3040001.5 |
 AM0412| CV6575 MIDWAY RM 2                          20.318 METERS 33208     |
 AM0412|---------------------------------------------------------------------|
 AM0412
 AM0412                          SUPERSEDED SURVEY CONTROL
 AM0412
 AM0412  NAD 83(1986)-  28 57 36.08336(N)    095 20 59.41302(W) AD(       ) 2
 AM0412  NAD 27      -  28 57 35.19300(N)    095 20 58.63000(W) AD(       ) 2
 AM0412
 AM0412.Superseded values are not recommended for survey control.
 AM0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0412.See file dsdata.txt to determine how the superseded data were derived.
 AM0412
 AM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7100305831(NAD 83)
 AM0412_MARKER: DS = TRIANGULATION STATION DISK
 AM0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0412
 AM0412  HISTORY     - Date     Condition        Report By
 AM0412  HISTORY     - 1954     MONUMENTED       CGS
 AM0412  HISTORY     - 1960     GOOD             CGS
 AM0412  HISTORY     - 1963     GOOD             CGS
 AM0412  HISTORY     - 1988     GOOD             USPSQD
 AM0412  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0412
 AM0412                          STATION DESCRIPTION
 AM0412
 AM0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0412'THE STATION IS LOCATED AT THE EASTERN EDGE OF VELASCO, 0.1 MILE
 AM0412'EAST OF THE MISSOURI PACIFIC RAILROAD TRACKS, 104 FEET NORTH
 AM0412'OF THE CENTERLINE OF FARM AND MARKET ROAD 1460, AND ON PROPERTY
 AM0412'CENTERLINE OF FARM AND MARKET ROAD 1460, AND ON PROPERTY
 AM0412'OWNED BY THE DOW CHEMICAL COMPANY.
 AM0412'
 AM0412'REACHED FROM THE JUNCTION OF STATE HIGHWAY 523 AND FARM AND
 AM0412'MARKET ROAD 1460 IN THE EASTERN EDGE OF VELASCO BY GOING
 AM0412'EASTERLY ON ROAD 1460 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 AM0412'
 AM0412'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY
 AM0412'ON ROAD 1460 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AM0412'
 AM0412'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT, IS
 AM0412'104 FEET NORTH OF THE CENTERLINE OF ROAD 1460, 41 FEET NORTHEAST
 AM0412'OF A FENCE CORNER POST, 32 FEET EAST OF A NORTH-SOUTH FENCE,
 AM0412'AND 5 FEET WEST OF A WITNESS POST.  THE DISK IS STAMPED
 AM0412'MIDWAY 1954, AND THE MARK IS FLUSH WITH THE GROUND.
 AM0412'
 AM0412'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AM0412'MONUMENT, IS 106 FEET EAST OF THE FENCE CORNER POST, 80 FEET
 AM0412'NORTH OF THE CENTERLINE OF ROAD 1460, AND 6 FEET NORTH OF
 AM0412'AN EAST-WEST FENCE.  THE DISK IS STAMPED MIDWAY NO 1 1954,
 AM0412'AND THE MARK PROJECTS 5 INCHES.
 AM0412'
 AM0412'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AM0412'MONUMENT, IS 86 FEET NORTH OF THE FENCE CORNER POST, 33 FEET
 AM0412'SOUTH OF A SOUTH GATE POST, AND 2 FEET EAST OF THE NORTH-SOUTH
 AM0412'FENCE.  THE DISK IS STAMPED MIDWAY NO 2 1954, AND THE MARK
 AM0412'PROJECTS 3 INCHES.
 AM0412'
 AM0412'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0412'IS 73 FEET SOUTH OF THE CENTERLINE OF ROAD 1460, 6 FEET NORTH
 AM0412'OF A CABLE LINE POLE, 3 FEET WEST OF A WITNESS POST, AND 1
 AM0412'FOOT WEST OF A FENCE LINE.  THE DISK IS STAMPED MIDWAY 1954,
 AM0412'AND THE MARK PROJECTS 4 INCHES.
 AM0412'
 AM0412'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 AM0412
 AM0412                          STATION RECOVERY (1960)
 AM0412
 AM0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0412'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 AM0412'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 AM0412'THE 1954 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES.
 AM0412'
 AM0412'(1) THE NUMBER 1460 ON FARM TO MARKET ROAD HAS BEEN DISCONTINUED.
 AM0412'
 AM0412'(2) GULF BLVD. SHOULD BE SUBSTITUTED FOR FARM TO MARKET ROAD
 AM0412'1460 IN THE DESCRIPTION.
 AM0412
 AM0412                          STATION RECOVERY (1963)
 AM0412
 AM0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0412'THE STATION WAS RECOVERED.  THE STATION MARK, REFERENCE MARKS
 AM0412'1 AND 2, AND THE AZIMUTH MARK WERE ALL FOUND IN GOOD CONDITION.
 AM0412'DISTANCE TO REFERENCE MARKS 1 AND 2 WAS VERIFIED.  STAMPINGS
 AM0412'ON ALL MARKS AGREE WITH THE DESCRIPTION BY I.T.S. IN 1954.
 AM0412'
 AM0412'TO REACH THE STATION FROM THE POST OFFICE IN VELASCO, GO
 AM0412'SOUTHEAST ON GULF BLVD. (FARM ROAD 523) FOR 0.95 MILE TO
 AM0412'CROSSROAD INTERSECTION WITH VELASCO BLVD., CONTINUE STRAIGHT
 AM0412'AHEAD FOR 0.4 MILE, OR 0.1 MILE BEYOND RAILROAD CROSSING,
 AM0412'TO THE STATION ON LEFT.
 AM0412'
 AM0412'THE STATION MARK IS 41.5 FEET NORTHEAST OF A LARGE CRESOTE
 AM0412'COATED FENCE POST, 37.2 FEET EAST-NORTHEAST OF TOP OF STEEL
 AM0412'RAIL SET UPRIGHT AND 30 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 AM0412'LINE.  THE MARK IS FLUSH WITH THE GROUND AND 3 PROTECTIVE
 AM0412'WITNESS POSTS SURROUND THE MARK.
 AM0412
 AM0412                          STATION RECOVERY (1988)
 AM0412
 AM0412'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AM0412'RECOVERED IN GOOD CONDITION.
 AM0412
 AM0412                          STATION RECOVERY (2004)
 AM0412
 AM0412'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1228 ***********************************************************************
 CR1228  DESIGNATION -  MIDWAY
 CR1228  PID         -  CR1228
 CR1228  STATE/COUNTY-  TX/UPSHUR
 CR1228  USGS QUAD   -  THOMAS (1980)
 CR1228
 CR1228                         *CURRENT SURVEY CONTROL
 CR1228  ___________________________________________________________________
 CR1228* NAD 83(1993)-  32 51 31.74631(N)    095 00 35.22275(W)     ADJUSTED  
 CR1228* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 CR1228  ___________________________________________________________________
 CR1228  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CR1228  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CR1228
 CR1228  HORZ ORDER  -  FIRST
 CR1228
 CR1228.The horizontal coordinates were established by classical geodetic methods
 CR1228.and adjusted by the National Geodetic Survey in February 1996..
 CR1228
 CR1228.The orthometric height was scaled from a topographic map.
 CR1228
 CR1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1228
 CR1228.The geoid height was determined by GEOID03.
 CR1228
 CR1228;                    North         East     Units Scale Factor Converg.
 CR1228;SPC TXNC     - 2,137,623.042   926,590.519   MT  0.99987825   +1 54 12.8
 CR1228;SPC TXNC     - 7,013,184.93  3,039,989.06   sFT  0.99987825   +1 54 12.8
 CR1228;UTM  15      - 3,637,425.739   311,939.918   MT  1.00003610   -1 05 26.8
 CR1228
 CR1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1228!SPC TXNC     -   0.99998347  x   0.99987825  =   0.99986172
 CR1228!UTM  15      -   0.99998347  x   1.00003610  =   1.00001957
 CR1228
 CR1228:                Primary Azimuth Mark                     Grid Az
 CR1228:SPC TXNC     -  PITTSBURG MUNICIPAL TANK                 011 41 26.6
 CR1228:UTM  15      -  PITTSBURG MUNICIPAL TANK                 014 41 06.2
 CR1228
 CR1228|---------------------------------------------------------------------|
 CR1228| PID    Reference Object                     Distance      Geod. Az  |
 CR1228|                                                           dddmmss.s |
 CR1228| CR1226 PITTSBURG MUNICIPAL TANK            APPROX.16.0 KM 0133539.4 |
 CR1228| CY1661 MIDWAY RM 1                          27.899 METERS 05210     |
 CR1228| CY1663 MIDWAY RM 3                          25.972 METERS 08028     |
 CR1228| CY1660 MIDWAY AZ MK                                       1012018.5 |
 CR1228| CR1224 GILMONT LOOKOUT TOWER               APPROX.13.8 KM 1165526.4 |
 CR1228| CR1219 GILMER RURAL ELEC CORP RAD MST      APPROX.15.1 KM 1611932.3 |
 CR1228| CY1662 MIDWAY RM 2                          42.108 METERS 24438     |
 CR1228| CX9573 APEX AT FORK OF GRAVEL ROADS         62.179 METERS 28305     |
 CR1228|---------------------------------------------------------------------|
 CR1228
 CR1228                          SUPERSEDED SURVEY CONTROL
 CR1228
 CR1228  NAD 83(1993)-  32 51 31.75257(N)    095 00 35.21384(W) AD(       ) 1
 CR1228  NAD 83(1986)-  32 51 31.75154(N)    095 00 35.20939(W) AD(       ) 1
 CR1228  NAD 27      -  32 51 31.28630(N)    095 00 34.43380(W) AD(       ) 1
 CR1228
 CR1228.Superseded values are not recommended for survey control.
 CR1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1228.See file dsdata.txt to determine how the superseded data were derived.
 CR1228
 CR1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1194037426(NAD 83)
 CR1228_MARKER: DS = TRIANGULATION STATION DISK
 CR1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1228_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1228
 CR1228  HISTORY     - Date     Condition        Report By
 CR1228  HISTORY     - 1950     MONUMENTED       CGS
 CR1228  HISTORY     - 1956     GOOD             CGS
 CR1228  HISTORY     - 1958     GOOD             CGS
 CR1228  HISTORY     - 20021120 POOR             INDIV
 CR1228
 CR1228                          STATION DESCRIPTION
 CR1228
 CR1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1228'STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF PITTSBURG
 CR1228'AND 3 MILES WEST OF THE VILLAGE OF MIDWAY.  STATION IS 66
 CR1228'FEET EAST OF A SMALL PINE TREE WITH TRIANGLE BLAZE, 40 FEET
 CR1228'SOUTH OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD AND 17
 CR1228'FEET SOUTH OF FENCELINE AND WITNESS POST.  THE MARK PROJECTS
 CR1228'ABOUT 6 INCHES AND THE DISK IS STAMPED MIDWAY 1950.
 CR1228'
 CR1228'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF THE APPROXIMATE
 CR1228'CENTERLINE OF DIRT ROAD AND 0.5 FOOT SOUTH OF FENCE.  THE
 CR1228'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MIDWAY
 CR1228'NO 1 1950.
 CR1228'
 CR1228'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF FENCELINE.  THE MARK
 CR1228'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MIDWAY NO 2
 CR1228'1950.
 CR1228'
 CR1228'AZIMUTH MARK IS 21 FEET EAST OF THE APPROXIMATE CENTERLINE
 CR1228'OF DIRT ROAD, 4 FEET NORTH NORTHWEST OF FENCE CORNER AND 1 FOOT
 CR1228'WEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 CR1228'THE DISK IS STAMPED MIDWAY 1950.
 CR1228'
 CR1228'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF BETTIE
 CR1228'ON U.S. HIGHWAY 271 GO WEST ON STATE ROUTE 645 FOR 1.5 MILES
 CR1228'TO A DIRT T ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE
 CR1228'MAIN DIRT ROAD FOR 3.6 MILES TO AZIMUTH MARK ON RIGHT IN
 CR1228'FARMYARD AS DESCRIBED.  CONTINUE NORTH AND WEST FOR 0.5 MILE
 CR1228'TO STATION ON LEFT OR SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 CR1228'
 CR1228'A 74 FOOT SIGNAL AT STATION GILMER IS VISIBLE AT 64 FEET.
 CR1228'
 CR1228'AN 87 FOOT SIGNAL AT STATION RHONE IS VISIBLE AT 64 FEET.
 CR1228'
 CR1228'A 100 FOOT SIGNAL AT STATION ESSL IS VISIBLE AT 64 FEET.
 CR1228'
 CR1228'A 100 FOOT SIGNAL AT STATION PARK IS VISIBLE AT 64 FEET.
 CR1228'
 CR1228'A 74 FOOT SIGNAL AT STATION BOYCE IS VISIBLE AT 77 FEET.
 CR1228'
 CR1228'A 100 FOOT SIGNAL AT STATION PITTSBURG IS VISIBLE AT 64 FEET.
 CR1228'
 CR1228'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1228
 CR1228                          STATION RECOVERY (1956)
 CR1228
 CR1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1228'THE STATION AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION
 CR1228'AS DESCRIBED.
 CR1228'
 CR1228'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1228
 CR1228                          STATION RECOVERY (1958)
 CR1228
 CR1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1228'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CR1228'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT
 CR1228'RECOVERED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  FOLLOWING
 CR1228'IS A NEW AND COMPLETE DESCRIPTION.
 CR1228'
 CR1228'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF
 CR1228'PITTSBURG AND 3 MILES WEST OF MIDWAY.  IT IS 204 FEET
 CR1228'EAST-SOUTHEAST OF A FORKS IN THE ROAD, 66 FEET EAST OF A
 CR1228'12-INCH PINE TREE, 38 FEET SOUTH OF THE CENTER OF A DIRT
 CR1228'ROAD AND 17 FEET SOUTH OF A WITNESS POST IN A FENCE LINE.
 CR1228'THE MARK PROJECTS 4 INCHES AND IS STAMPED MIDWAY 1950.
 CR1228'
 CR1228'REFERENCE MARK NO. 2 IS 100 FEET SOUTH OF THE CENTER OF THE
 CR1228'DIRT ROAD, 78 FEET SOUTH OF A FENCE CORNER AND 2 FEET EAST
 CR1228'OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND IS STAMPED
 CR1228'MIDWAY NO 2 1950.
 CR1228'
 CR1228'REFERENCE MARK NO. 3 IS 21 FEET SOUTH OF THE CENTER OF THE
 CR1228'DIRT ROAD, 15 FEET WEST OF TWO PINE TREES AND 1 FOOT SOUTH
 CR1228'OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 CR1228'MIDWAY NO 3 1950.
 CR1228'
 CR1228'THE AZIMUTH MARK IS AT A FARM YARD, 21 FEET EAST OF THE CENTER
 CR1228'OF THE DIRT ROAD, 4 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 CR1228'WEST OF A WITNESS POST.  IT IS A FLUSH MARK AND IS STAMPED
 CR1228'MIDWAY 1950.
 CR1228'
 CR1228'TO REACH THE STATION FROM THE BETTIE POST OFFICE AT THE
 CR1228'JUNCTION OF U.S. HIGHWAY 271 AND FARM ROAD 852 GO WEST ON
 CR1228'FARM ROAD 852 FOR 1.5 MILES TO A DIRT SIDE ROAD RIGHT.  TURN
 CR1228'RIGHT ON THE DIRT ROAD AND GO NORTH AND WESTERLY FOR 3.6
 CR1228'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 CR1228'NORTH AND WEST FOR 0.5 MILE TO THE STATION ON LEFT.
 CR1228
 CR1228                          STATION RECOVERY (2002)
 CR1228
 CR1228'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KCL)
 CR1228'MONUMENT FOUND LAYING AT 45 DEGREE ANGLE. SET NAIL AT APPROXIMATE
 CR1228'LOCATION USING REFERENCE MARKERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1309 ***********************************************************************
 CR1309  DESIGNATION -  MIDWAY
 CR1309  PID         -  CR1309
 CR1309  STATE/COUNTY-  TX/HENDERSON
 CR1309  USGS QUAD   -  MALLARD HILL (1984)
 CR1309
 CR1309                         *CURRENT SURVEY CONTROL
 CR1309  ___________________________________________________________________
 CR1309* NAD 83(1993)-  32 11 16.59450(N)    095 56 20.62065(W)     ADJUSTED  
 CR1309* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 CR1309  ___________________________________________________________________
 CR1309  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CR1309  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CR1309
 CR1309  HORZ ORDER  -  THIRD
 CR1309
 CR1309.The horizontal coordinates were established by classical geodetic methods
 CR1309.and adjusted by the National Geodetic Survey in February 1996..
 CR1309
 CR1309.The orthometric height was scaled from a topographic map.
 CR1309
 CR1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1309
 CR1309.The geoid height was determined by GEOID03.
 CR1309
 CR1309;                    North         East     Units Scale Factor Converg.
 CR1309;SPC TXNC     - 2,060,749.197   841,468.761   MT  0.99998532   +1 23 48.2
 CR1309;SPC TXNC     - 6,760,974.66  2,760,718.76   sFT  0.99998532   +1 23 48.2
 CR1309;UTM  15      - 3,565,055.973   222,904.775   MT  1.00054699   -1 33 59.9
 CR1309;UTM  14      - 3,565,376.896   788,590.516   MT  1.00062721   +1 37 54.1
 CR1309
 CR1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1309!SPC TXNC     -   0.99998360  x   0.99998532  =   0.99996892
 CR1309!UTM  15      -   0.99998360  x   1.00054699  =   1.00053058
 CR1309!UTM  14      -   0.99998360  x   1.00062721  =   1.00061080
 CR1309
 CR1309:                Primary Azimuth Mark                     Grid Az
 CR1309:SPC TXNC     -  MIDWAY AZ MK                             071 11 14.0
 CR1309:UTM  15      -  MIDWAY AZ MK                             074 09 02.1
 CR1309:UTM  14      -  MIDWAY AZ MK                             070 57 08.1
 CR1309
 CR1309|---------------------------------------------------------------------|
 CR1309| PID    Reference Object                     Distance      Geod. Az  |
 CR1309|                                                           dddmmss.s |
 CR1309| CY1657 MIDWAY AZ MK                                       0723502.2 |
 CR1309| CY1658 MIDWAY RM 1                          30.672 METERS 11318     |
 CR1309| CY1659 MIDWAY RM 2                          38.829 METERS 21450     |
 CR1309| CS2632 MALAKOFF FUEL CO WATER TANK         APPROX. 6.2 KM 2700112.6 |
 CR1309| CR1310 MIDWAY 2                             41.762 METERS 35401     |
 CR1309|---------------------------------------------------------------------|
 CR1309
 CR1309                          SUPERSEDED SURVEY CONTROL
 CR1309
 CR1309  NAD 83(1986)-  32 11 16.60209(N)    095 56 20.60444(W) AD(       ) 3
 CR1309  NAD 27      -  32 11 16.05700(N)    095 56 19.72300(W) AD(       ) 3
 CR1309
 CR1309.Superseded values are not recommended for survey control.
 CR1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1309.See file dsdata.txt to determine how the superseded data were derived.
 CR1309
 CR1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR2290565056(NAD 83)
 CR1309_MARKER: DS = TRIANGULATION STATION DISK
 CR1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1309
 CR1309  HISTORY     - Date     Condition        Report By
 CR1309  HISTORY     - 1947     MONUMENTED       CGS
 CR1309  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CR1309  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR1309
 CR1309                          STATION DESCRIPTION
 CR1309
 CR1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CR1309'THE STATION IS LOCATED ALONG STATE HIGHWAY 31, ABOUT 5-1/2 MILES
 CR1309'EAST OF MALAKOFF, ABOUT 5 MILES WEST-SOUTHWEST OF ATHENS, 105
 CR1309'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MIDWAY METHODIST
 CR1309'CHURCH, 84 FEET SOUTH OF CENTER OF THE STATE HIGHWAY AND 72
 CR1309'FEET WEST OF CENTER OF A DIRT ROAD LEADING SOUTH.  IT IS STAMPED
 CR1309'MIDWAY 1947 AND IS SET FLUSH.
 CR1309'
 CR1309'REFERENCE MARK NO. 1 IS 40 FEET SOUTH OF A POWERLINE POLE
 CR1309'AND 16 FEET EAST OF CENTER OF THE DIRT ROAD.  IT IS STAMPED
 CR1309'MIDWAY NO 1 1947 AND PROJECTS 3 INCHES.
 CR1309'
 CR1309'REFERENCE MARK NO. 2 IS LOCATED 2 FEET NORTH OF NORTHWEST
 CR1309'CORNER OF THE METHODIST CHURCH.  IT IS STAMPED MIDWAY NO 2 1947
 CR1309'AND PROJECTS 2 INCHES.
 CR1309'
 CR1309'THE AZIMUTH MARK IS LOCATED 0.4 MILE EAST OF THE STATION, 48
 CR1309'FEET NORTH OF CENTER OF STATE HIGHWAY 31, 2 FEET SOUTH OF
 CR1309'FENCELINE AND 2 FEET WEST OF A REFERENCE POST.  IT IS STAMPED
 CR1309'MIDWAY 1947 AND PROJECTS 3 INCHES.
 CR1309'
 CR1309'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 175 AND
 CR1309'STATE HIGHWAY 31 IN THE WEST PART OF ATHENS, GO WESTERLY ON
 CR1309'STATE HIGHWAY 31 FOR 3.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CR1309'THENCE CONTINUE WESTERLY FOR 0.4 MILE TO A SIDE ROAD ON THE
 CR1309'LEFT AND THE STATION AS DESCRIBED.
 CR1309'
 CR1309'A 74 FOOT SIGNAL AT MILL IS VISIBLE AT 37 FEET.
 CR1309'
 CR1309'A 74 FOOT SIGNAL AT ANDING IS VISIBLE AT 37 FEET.
 CR1309'
 CR1309'AN 87 FOOT SIGNAL AT TICK IS VISIBLE AT 37 FEET.
 CR1309'
 CR1309'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 37 FEET.
 CR1309'
 CR1309'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR1309
 CR1309                          STATION RECOVERY (1966)
 CR1309
 CR1309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CR1309'THE STATION MARK, REFERENCE MARK, NO. 2 AND THE AZIMUTH MARK
 CR1309'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 CR1309'MARK NO. 1 WAS FOUND TO BE DESTROYED.  THE STATION SURFACE
 CR1309'MARK HAD TO BE DESTROYED TO CLEAR THE AREA FOR WIDENING STATE
 CR1309'HIGHWAY 31 TO FOUR LANES.  A NEW TRIANGULATION STATION MIDWAY
 CR1309'2 WAS ESTABLISHED AND ITS POSITION WAS DETERMINED BY TRAVERSE,
 CR1309'DISTANCE BEING 41.762 METERS (137.01 FEET) NORTH FROM
 CR1309'TRIANGULATION STATION MIDWAY TO MIDWAY 2.
 CR1309'
 CR1309'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE USED TO SERVE FOR
 CR1309'TRIANGULATION STATION MIDWAY 2.  THE SURFACE STATION DISK FOR
 CR1309'MIDWAY WAS SALVAGED FROM THE CONCRETE POST 1/19/66.
 CR1309
 CR1309                          STATION RECOVERY (2004)
 CR1309
 CR1309'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR1309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0954 ***********************************************************************
 AB0954  DESIGNATION -  MIDWAY 2
 AB0954  PID         -  AB0954
 AB0954  STATE/COUNTY-  TX/KENEDY
 AB0954  USGS QUAD   -  NORIAS (1982)
 AB0954
 AB0954                         *CURRENT SURVEY CONTROL
 AB0954  ___________________________________________________________________
 AB0954* NAD 83(1993)-  26 50 28.59603(N)    097 47 01.85423(W)     ADJUSTED  
 AB0954* NAVD 88     -        11.892  (meters)      39.02   (feet)  ADJUSTED  
 AB0954  ___________________________________________________________________
 AB0954  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AB0954  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AB0954  DYNAMIC HT  -          11.873 (meters)      38.95  (feet)  COMP
 AB0954  MODELED GRAV-     979,071.0   (mgal)                       NAVD 88
 AB0954
 AB0954  HORZ ORDER  -  THIRD
 AB0954  VERT ORDER  -  FIRST     CLASS II
 AB0954
 AB0954.The horizontal coordinates were established by classical geodetic methods
 AB0954.and adjusted by the National Geodetic Survey in February 1996..
 AB0954.No horizontal observational check was made to the station.
 AB0954
 AB0954.The orthometric height was determined by differential leveling
 AB0954.and adjusted by the National Geodetic Survey in June 1991..
 AB0954
 AB0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0954
 AB0954.The geoid height was determined by GEOID03.
 AB0954
 AB0954.The dynamic height is computed by dividing the NAVD 88
 AB0954.geopotential number by the normal gravity value computed on the
 AB0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0954.degrees latitude (g = 980.6199 gals.).
 AB0954
 AB0954.The modeled gravity was interpolated from observed gravity values.
 AB0954
 AB0954;                    North         East     Units Scale Factor Converg.
 AB0954;SPC TX S     - 5,130,338.784   371,173.479   MT  0.99989866   +0 19 30.5
 AB0954;SPC TX S     -16,831,786.49  1,217,758.32   sFT  0.99989866   +0 19 30.5
 AB0954;UTM  14      - 2,969,434.465   620,835.067   MT  0.99978025   +0 32 57.1
 AB0954
 AB0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0954!SPC TX S     -   1.00000195  x   0.99989866  =   0.99990061
 AB0954!UTM  14      -   1.00000195  x   0.99978025  =   0.99978220
 AB0954
 AB0954|---------------------------------------------------------------------|
 AB0954| PID    Reference Object                     Distance      Geod. Az  |
 AB0954|                                                           dddmmss.s |
 AB0954| AB0952 MIDWAY                              144.143 METERS 15430     |
 AB0954| AB0956 MIDWAY 2 RM 3                        12.966 METERS 35220     |
 AB0954| AB1264 MIDWAY 2 RM 5                       APPROX. 0.5 KM 3530854.1 |
 AB0954|---------------------------------------------------------------------|
 AB0954
 AB0954                          SUPERSEDED SURVEY CONTROL
 AB0954
 AB0954  NAD 83(1986)-  26 50 28.60955(N)    097 47 01.82322(W) AD(       ) 3
 AB0954  NAD 27      -  26 50 27.40253(N)    097 47 00.84088(W) AD(       ) 3
 AB0954  NGVD 29 (07/19/86)   12.00   (m)           39.4    (f) LEVELING    3  
 AB0954
 AB0954.Superseded values are not recommended for survey control.
 AB0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0954.See file dsdata.txt to determine how the superseded data were derived.
 AB0954
 AB0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2083569434(NAD 83)
 AB0954_MARKER: DS = TRIANGULATION STATION DISK
 AB0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0954_STAMPING: MIDWAY 2 1975
 AB0954_MARK LOGO: NGS   
 AB0954_PROJECTION: PROJECTING 12 CENTIMETERS
 AB0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0954+STABILITY: SURFACE MOTION
 AB0954
 AB0954  HISTORY     - Date     Condition        Report By
 AB0954  HISTORY     - 1974     MONUMENTED       NGS
 AB0954  HISTORY     - 1974     GOOD             NGS
 AB0954  HISTORY     - 1981     GOOD             NGS
 AB0954  HISTORY     - 19901007 GOOD             USPSQD
 AB0954
 AB0954                          STATION DESCRIPTION
 AB0954
 AB0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AB0954'THE STATION IS LOCATED ABOUT 25 MILES NORTH OF RAYMONDVILLE, 6
 AB0954'MILES SOUTH OF ARMSTRONG RAILROAD SIDING, 4 MILES NORTH OF NORIAS
 AB0954'RAILROAD SIDING AND ON A LOW SAND RIDGE, WHICH IS LOCATED BETWEEN
 AB0954'U.S. HWY. 77 AND SOUTHERN PACIFIC RAILROAD TRACKS.
 AB0954'
 AB0954'TO REACH THE STATION FROM THE CENTER OF RAYMONDVILLE, GO NORTH ON
 AB0954'U.S. HWY. 77 FOR 21 MILES TO NORIAS RAILROAD SIDING ON THE LEFT,
 AB0954'CONTINUE NORTH ON U.S. HWY. 77 FOR 3.6 MILES TO STATION ON THE
 AB0954'LEFT.  CONTINUE NORTH ON U.S. HWY. 77 FOR 0.35 MILE TO REFERENCE
 AB0954'MARK NO. 5 ON THE LEFT IN HEAD-WALL OF CONCRETE CULVERT.
 AB0954'
 AB0954'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AB0954'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED MIDWAY
 AB0954'2 1974.  IT IS ON A LOW SAND RIDGE, BETWEEN U.S. HWY. 77 AND THE
 AB0954'SOUTHERN PACIFIC RAILROAD TRACKS, ABOUT 15 FEET HIGHER IN
 AB0954'ELEVATION THAN THE RAILROAD TRACKS, ABOUT 5 FEET HIGHER IN
 AB0954'ELEVATION THAN THE HIGHWAY, 69 FEET WEST OF THE CENTER-LINE OF U.S.
 AB0954'HWY. 77, 39 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, 14
 AB0954'FEET SOUTHWEST OF TWO SMALL BRUSHY TREES AND 3 FEET
 AB0954'SOUTH OF A METAL WITNESS POST.
 AB0954'
 AB0954'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A
 AB0954'ROUND CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED
 AB0954'MIDWAY 2 NO 3 1974.  IT IS 69 FEET WEST OF THE CENTER-LINE OF
 AB0954'U.S. HWY. 77, 39 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS,
 AB0954'39 FEET NORTH OF A METAL WITNESS POST AND 29 FEET NORTH OF TWO
 AB0954'SMALL BRUSHY TREES.
 AB0954'
 AB0954'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AB0954'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED MIDWAY
 AB0954'2 NO 4 1974.  IT IS 76 FEET SOUTH OF A METAL WITNESS POST, 61 FEET
 AB0954'WEST OF THE CENTER-LINE OF U.S. HWY. 77, AND 47 FEET EAST OF THE
 AB0954'EAST RAIL OF RAILROAD TRACKS.
 AB0954'
 AB0954'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN A DRILL HOLE OF
 AB0954'THE WEST END OF A CONCRETE CULVERT AND IS STAMPED MIDWAY 2 NO 5
 AB0954'1974.  IT IS 87 FEET NORTH OF THE TANGENT OF A SAND ROAD LEADING
 AB0954'EAST ACROSS THE HIGHWAY, 67 FEET EAST OF THE EAST RAIL OF
 AB0954'RAILROAD TRACKS AND 41 FEET WEST OF THE CENTER-LINE OF U.S. HWY.
 AB0954'77.
 AB0954'
 AB0954'NEAREST TOWN--RAYMONDVILLE.
 AB0954
 AB0954                          STATION RECOVERY (1974)
 AB0954
 AB0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AB0954'25 MI N FROM RAYMONDVILLE.
 AB0954'FROM THE CENTER OF RAYMONDVILLE, GO NORTH ON U.S. HWY. 77 FOR 21 MILES
 AB0954'TO THE NORIAS RAILROAD SIDING ON THE LEFT, CONTINUE NORTH ON U.S. HWY.
 AB0954'77 FOR 3.6 MILES TO MARK ON THE LEFT.  STANDARD TRIANGULATION STATION
 AB0954'DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT
 AB0954'6-INCHES AND IS STAMPED MIDWAY 2 1974.  IT IS LOCATED ON A SAND RIDGE,
 AB0954'BETWEEN U.S HWY. 77 AND SOUTHERN PACIFIC RAILROAD TRACKS, 69 FEET WEST
 AB0954'OF THE CENTER-LINE OF U.S. HWY. 77, 39 FEET EAST OF THE EAST RAIL OF
 AB0954'RAILROAD TRACKS, 14 FEET SOUTHWEST OF TWO SMALL BRUSHY TREES AND 3
 AB0954'FEET SOUTH OF A METAL WITNESS POST. MARK IS ABOUT 5 FEET HIGHER IN
 AB0954'ELEVATION THAN THE ROAD-BED OF U.S. HWY. 77 AND ABOUT 15 FEET HIGHER
 AB0954'IN ELEVATION THAN THE RAILROAD BED OF TRACKS.
 AB0954
 AB0954                          STATION RECOVERY (1981)
 AB0954
 AB0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0954'43.0 KM (26.75 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM A PAVED ROAD
 AB0954'LEADING WEST TO THE SARITA POST OFFICE, AT THE TOP OF A CUT BANK
 AB0954'BETWEEN THE MISSOURI PACIFIC RAILROAD AND U.S. HIGHWAY 77, 0.5 KM
 AB0954'(0.3 MI) SOUTH AND ACROSS THE HIGHWAY FROM A MICROWAVE TOWER,
 AB0954'21.0 METERS (69.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 77,
 AB0954'11.8 METERS (39.0 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 AB0954'AND 4.2 METERS (14.0 FT) SOUTHWEST OF 2 SMALL BRUSHY TREES.
 AB0954'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 AB0954'THE MARK IS 1.8 M ABOVE HIGHWAY 77.
 AB0954
 AB0954                          STATION RECOVERY (1990)
 AB0954
 AB0954'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0208 ***********************************************************************
 BO0208  DESIGNATION -  MIDWAY 2
 BO0208  PID         -  BO0208
 BO0208  STATE/COUNTY-  TX/CROCKETT
 BO0208  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0208
 BO0208                         *CURRENT SURVEY CONTROL
 BO0208  ___________________________________________________________________
 BO0208* NAD 83(1993)-  30 54 39.19819(N)    101 09 39.71429(W)     ADJUSTED  
 BO0208* NAVD 88     -       793.07   (+/-2cm)    2601.9    (feet)  VERTCON   
 BO0208  ___________________________________________________________________
 BO0208  X           -  -1,060,309.132 (meters)                     COMP
 BO0208  Y           -  -5,374,133.060 (meters)                     COMP
 BO0208  Z           -   3,257,816.348 (meters)                     COMP
 BO0208  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 BO0208  ELLIP HEIGHT-         769.57  (meters)          (02/16/96) GPS OBS
 BO0208  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0208
 BO0208  HORZ ORDER  -  THIRD
 BO0208  VERT ORDER  -  THIRD ? (See Below)
 BO0208  ELLP ORDER  -  FIFTH     CLASS I
 BO0208
 BO0208.The horizontal coordinates were established by classical geodetic methods
 BO0208.and adjusted by the National Geodetic Survey in February 1996..
 BO0208.No horizontal observational check was made to the station.
 BO0208
 BO0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0208.The vertical order pertains to the NGVD 29 superseded value.
 BO0208
 BO0208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BO0208
 BO0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0208
 BO0208.The ellipsoidal height was determined by GPS observations
 BO0208.and is referenced to NAD 83.
 BO0208
 BO0208.The geoid height was determined by GEOID03.
 BO0208
 BO0208;                    North         East     Units Scale Factor Converg.
 BO0208;SPC TX C     - 3,138,222.392   620,887.850   MT  0.99988298   -0 25 34.7
 BO0208;SPC TX C     -10,295,984.63  2,037,029.55   sFT  0.99988298   -0 25 34.7
 BO0208;UTM  14      - 3,421,727.499   293,479.921   MT  1.00012614   -1 06 37.9
 BO0208
 BO0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0208!SPC TX C     -   0.99987916  x   0.99988298  =   0.99976216
 BO0208!UTM  14      -   0.99987916  x   1.00012614  =   1.00000529
 BO0208
 BO0208|---------------------------------------------------------------------|
 BO0208| PID    Reference Object                     Distance      Geod. Az  |
 BO0208|                                                           dddmmss.s |
 BO0208| BO0206 MIDWAY RM 1                          15.959 METERS 09745     |
 BO0208| BO0207 MIDWAY RM 2                          60.808 METERS 17258     |
 BO0208| BO0205 MIDWAY                               34.454 METERS 22349     |
 BO0208| BO0209 MIDWAY 2 RM 3                                      31516     |
 BO0208| CH9040 MIDWAY AZ MK                                       3514918.1 |
 BO0208|---------------------------------------------------------------------|
 BO0208
 BO0208                          SUPERSEDED SURVEY CONTROL
 BO0208
 BO0208  ELLIP H (12/21/93)  768.93   (m)                       GP(       ) 4 1
 BO0208  NAD 83(1986)-  30 54 39.20751(N)    101 09 39.69373(W) AD(       ) 3
 BO0208  NAD 27      -  30 54 38.59831(N)    101 09 38.30171(W) AD(       ) 3
 BO0208  NGVD 29 (07/19/86)  792.83   (m)         2601.1    (f) LEVELING    3  
 BO0208
 BO0208.Superseded values are not recommended for survey control.
 BO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0208.See file dsdata.txt to determine how the superseded data were derived.
 BO0208
 BO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV9348021727(NAD 83)
 BO0208_MARKER: DS = TRIANGULATION STATION DISK
 BO0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0208_SP_SET: CONCRETE POST
 BO0208_STAMPING: MIDWAY 2 1971
 BO0208_MARK LOGO: NGS   
 BO0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 BO0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0208+STABILITY: SURFACE MOTION
 BO0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0208+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2001
 BO0208
 BO0208  HISTORY     - Date     Condition        Report By
 BO0208  HISTORY     - 1971     MONUMENTED       NGS
 BO0208  HISTORY     - 1971     GOOD             NGS
 BO0208  HISTORY     - 19890118 GOOD             NGS
 BO0208  HISTORY     - 19910302 GOOD             NGS
 BO0208  HISTORY     - 20010823 GOOD             INDIV
 BO0208
 BO0208                          STATION DESCRIPTION
 BO0208
 BO0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BO0208'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF BARNHART, AND
 BO0208'14 MILES NORTH OF OZONA, ON THE HIGHWAY RIGHT-OF-WAY IN THE
 BO0208'NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAYS 29 AND
 BO0208'163.
 BO0208'
 BO0208'THE STATION MARK IS A STANDARD DISK STAMPED MIDWAY 2 1971, SET
 BO0208'IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 146
 BO0208'FEET EAST OF THE CENTER OF STATE HIGHWAY 163, 124 FEET NORTH OF
 BO0208'THE CENTER OF STATE HIGHWAY 29, AND 2.7 FEET SOUTHWEST OF THE
 BO0208'RIGHT-OF-WAY FENCE LINE AND A METAL WITNESS POST.
 BO0208'
 BO0208'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MIDWAY NO 1 1935,
 BO0208'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT
 BO0208'IS IN A PASTURE 116 FEET NORTH OF THE CENTER OF HIGHWAY 29, 51
 BO0208'FEET EAST OF THE METAL WITNESS POST, AND 28 FEET NORTHEAST OF THE
 BO0208'FENCE LINE.
 BO0208'
 BO0208'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MIDWAY NO 2
 BO0208'1935, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 BO0208'IT IS 144 FEET EAST OF THE CENTER OF HIGHWAY 163, 75 FEET SOUTH
 BO0208'OF THE CENTER OF HIGHWAY 29, AND 28 FEET WEST OF A WOODEN GATE.
 BO0208'
 BO0208'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MIDWAY 2 NO 3
 BO0208'1971, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BO0208'IT IS 155 FEET NORTH OF THE CENTER OF HIGHWAY 29, 117 FEET EAST
 BO0208'OF THE CENTER OF HIGHWAY 163, AND 0.8 FEET SOUTHWEST OF THE
 BO0208'RIGHT-OF-WAY FENCE LINE.
 BO0208'
 BO0208'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 BO0208'MIDWAY AZI 1935, SET IN A DRILLED HOLE IN BEDROCK WHICH PROJECTS
 BO0208'1-INCH.  IT IS IN A PASTURE, 60 FEET EAST OF THE CENTER OF
 BO0208'HIGHWAY 163, 19 FEET NORTHEAST OF A TELEPHONE POLE, 10 FEET
 BO0208'EAST OF A NORTH-SOUTH FENCE LINE, AND 10.5 FEET EAST OF A METAL
 BO0208'WITNESS POST.
 BO0208'
 BO0208'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 290,
 BO0208'AND STATE HIGHWAY 163 IN OZONA, GO NORTH ON HIGHWAY 163 FOR
 BO0208'14.7 MILES TO THE INTERSECTION OF STATE HIGHWAYS 29 AND 163
 BO0208'AND THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH
 BO0208'MARK FROM THE STATION, CONTINUE NORTH ON HIGHWAY 163 FOR 2.6
 BO0208'MILES TO THE TOP OF A HILL AND THE MARK ON THE RIGHT AS
 BO0208'DESCRIBED.
 BO0208
 BO0208                          STATION RECOVERY (1971)
 BO0208
 BO0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0208'14.7 MI N FROM OZONA.
 BO0208'ON HIGHWAY RIGHT-OF WAY, IN THE NORTHEAST CORNER OF THE INTERSECTION
 BO0208'OF STATE HIGHWAYS 29 AND 163, 146 FEET EAST OF THE CENTER OF HIGHWAY
 BO0208'163, 124 FEET NORTH OF THE CENTER OF HIGHWAY 29, 2.7 FEET SOUTHWEST OF
 BO0208'THE R.O.W. FENCE LINE AND METAL WITNESS POST, AND SET IN THE TOP OF A
 BO0208'ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 BO0208
 BO0208                          STATION RECOVERY (1989)
 BO0208
 BO0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 BO0208'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) SOUTH OF BARNHART, 22 KM
 BO0208'(13.65 MI) NORTH OF OZONA, ON THE NORTHEAST SIDE OF THE JUNCTION OF
 BO0208'U.S. HIGHWAY 190 AND STATE HIGHWAY 163.  OWNERSHIP--STATE DEPARTMENT
 BO0208'OF TRANSPORTATION.
 BO0208'TO REACH THE STATION FROM BARNHART, GO SOUTH ON STATE HIGHWAY 163 FOR
 BO0208'24 KM (14.90 MI) TO THE JUNCTION OF U.S. HIGHWAY 190 AND THE STATION
 BO0208'ON THE LEFT.  ALSO BY GOING NORTH ON STATE HIGHWAY 163 FOR 22.8 KM
 BO0208'(14.15 MI) FROM OZONA.
 BO0208'THE STATION IS 44.4 M (145.7 FT) EAST-NORTHEAST OF THE CENTER OF STATE
 BO0208'HIGHWAY 163, 37.9 M (124.3 FT) NORTH OF THE CENTER OF STATE HIGHWAY
 BO0208'190, 29.2 M (95.8 FT) NORTHWEST OF A FENCE CORNER, AND 0.8 M (2.6 FT)
 BO0208'SOUTH-SOUTHWEST OF A WITNESS POST AND FENCE.
 BO0208'DESCRIBED BY R.D.B.
 BO0208
 BO0208                          STATION RECOVERY (1991)
 BO0208
 BO0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BO0208'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTH OF BARNHART, 14 MI
 BO0208'(22.5 KM) NORTH OF OZONA, ON THE HIGHWAY R-O-W AND IN THE NORTHEAST
 BO0208'QUADRANT OF THE INTERSECTION OF STATE ROUTE 163 AND U.S. HIGHWAY 190.
 BO0208'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTAION.
 BO0208'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BO0208'STATE ROUTE 163 (EXIT 365), NEAR THE SOUTH SIDE OF OZONA, GO NORTH
 BO0208'ALONG STATE ROUTE 163 FOR 14.8 MI (23.8 KM) TO THE JUNCTION OF U.S.
 BO0208'HIGHWAY 190 AND THE STATION LOCATED IN THE NORTHEAST QUADRANT OF THE
 BO0208'INTERSECTION.
 BO0208'THE STATION IS 145.7 FT (44.4 M) EAST OF THE CENTER OF STATE ROUTE
 BO0208'163, 124.3 FT (37.9 M) NORTH OF THE CENTER OF U.S. HIGHWAY 190, 95.8
 BO0208'FT (29.2 M) NORTHWEST OF A FENCE CORNER, 2.6 FT (0.8 M)
 BO0208'SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST AND FENCELINE AND FLUSH
 BO0208'WITH THE GROUND SURFACE.
 BO0208
 BO0208                          STATION RECOVERY (2001)
 BO0208
 BO0208'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 BO0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1310 ***********************************************************************
 CR1310  DESIGNATION -  MIDWAY 2
 CR1310  PID         -  CR1310
 CR1310  STATE/COUNTY-  TX/HENDERSON
 CR1310  USGS QUAD   -  MALLARD HILL (1984)
 CR1310
 CR1310                         *CURRENT SURVEY CONTROL
 CR1310  ___________________________________________________________________
 CR1310* NAD 83(1993)-  32 11 17.94292(N)    095 56 20.78662(W)     ADJUSTED  
 CR1310* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 CR1310  ___________________________________________________________________
 CR1310  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CR1310  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CR1310
 CR1310  HORZ ORDER  -  THIRD
 CR1310
 CR1310.The horizontal coordinates were established by classical geodetic methods
 CR1310.and adjusted by the National Geodetic Survey in February 1996..
 CR1310.No horizontal observational check was made to the station.
 CR1310
 CR1310.The orthometric height was scaled from a topographic map.
 CR1310
 CR1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1310
 CR1310.The geoid height was determined by GEOID03.
 CR1310
 CR1310;                    North         East     Units Scale Factor Converg.
 CR1310;SPC TXNC     - 2,060,790.613   841,463.403   MT  0.99998522   +1 23 48.1
 CR1310;SPC TXNC     - 6,761,110.54  2,760,701.18   sFT  0.99998522   +1 23 48.1
 CR1310;UTM  15      - 3,565,097.634   222,901.563   MT  1.00054701   -1 34 00.0
 CR1310;UTM  14      - 3,565,418.316   788,584.984   MT  1.00062717   +1 37 54.0
 CR1310
 CR1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1310!SPC TXNC     -   0.99998360  x   0.99998522  =   0.99996882
 CR1310!UTM  15      -   0.99998360  x   1.00054701  =   1.00053060
 CR1310!UTM  14      -   0.99998360  x   1.00062717  =   1.00061076
 CR1310
 CR1310:                Primary Azimuth Mark                     Grid Az
 CR1310:SPC TXNC     -  MIDWAY AZ MK                             074 46 56.3
 CR1310:UTM  15      -  MIDWAY AZ MK                             077 44 44.4
 CR1310:UTM  14      -  MIDWAY AZ MK                             074 32 50.4
 CR1310
 CR1310|---------------------------------------------------------------------|
 CR1310| PID    Reference Object                     Distance      Geod. Az  |
 CR1310|                                                           dddmmss.s |
 CR1310| CY1657 MIDWAY AZ MK                                       0761044.4 |
 CR1310| CR1309 MIDWAY                               41.762 METERS 17401     |
 CR1310| CY1659 MIDWAY RM 2                          75.557 METERS 19339     |
 CR1310| CY1664 MIDWAY 2 RM 3                        20.218 METERS 25633     |
 CR1310|---------------------------------------------------------------------|
 CR1310
 CR1310                          SUPERSEDED SURVEY CONTROL
 CR1310
 CR1310  NAD 83(1986)-  32 11 17.95051(N)    095 56 20.77041(W) AD(       ) 3
 CR1310  NAD 27      -  32 11 17.40600(N)    095 56 19.88900(W) AD(       ) 3
 CR1310
 CR1310.Superseded values are not recommended for survey control.
 CR1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1310.See file dsdata.txt to determine how the superseded data were derived.
 CR1310
 CR1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR2290265098(NAD 83)
 CR1310_MARKER: DS = TRIANGULATION STATION DISK
 CR1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1310
 CR1310  HISTORY     - Date     Condition        Report By
 CR1310  HISTORY     - 1966     MONUMENTED       CGS
 CR1310  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR1310
 CR1310                          STATION DESCRIPTION
 CR1310
 CR1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CR1310'THE STATION IS ABOUT 5 MILES WEST-SOUTHWEST OF ATHENS, 5-1/2 MILES
 CR1310'EAST OF MALAKOFF, AT THE VILLAGE OF CRESENT HEIGHTS, AND ALONG
 CR1310'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 31.
 CR1310'
 CR1310'TO REACH THE STATION FROM THE HENDERSON COUNTY COURT HOUSE
 CR1310'IN ATHENS, GO WEST ON STATE HIGHWAY 31 FOR 4.9 MILES TO THE
 CR1310'AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY ON THE HIGHWAY FOR
 CR1310'0.45 MILE TO THE STATION ON THE RIGHT.
 CR1310'
 CR1310'STATION MARKS ARE STANDARD DISKS STAMPED MIDWAY 2 1966.  THE
 CR1310'SURFACE STATION DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 CR1310'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 60 FEET NORTH OF THE
 CR1310'CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF STATE HIGHWAY 31,
 CR1310'90 FEET WEST OF THE EXTENDED CENTER LINE OF FM HIGHWAY 753, 212
 CR1310'FEET EAST OF THE CENTER OF A DIRT ROAD WHICH LEADS NORTH FROM
 CR1310'THE HIGHWAY, AND 66 FEET EAST OF A METAL WITNESS POST.  THE
 CR1310'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 CR1310'INCHES BELOW THE SURFACE OF THE GROUND.
 CR1310'
 CR1310'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MIDWAY NO 2 1947,
 CR1310'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS ABOUT 2
 CR1310'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 159 FEET SOUTH OF
 CR1310'THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF THE HIGHWAY,
 CR1310'150 FEET WEST OF THE CENTER LINE OF FM HIGHWAY 753, AND 2 FEET
 CR1310'NORTH OF THE NORTHWEST CORNER OF THE CRESENT HEIGHTS METHODIST
 CR1310'CHURCH.
 CR1310'
 CR1310'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MIDWAY 2 NO 3 1966,
 CR1310'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT
 CR1310'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 61 FEET
 CR1310'NORTH OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF THE
 CR1310'HIGHWAY, 146 FEET EAST OF THE CENTER OF THE DIRT ROAD LEADING
 CR1310'NORTH, 3 FEET EAST OF A POWER LINE POLE, AND 1 FOOT NORTHWEST
 CR1310'OF A METAL WITNESS POST.
 CR1310'
 CR1310'AZIMUTH MARK, A STANDARD DISK STAMPED MIDWAY 1947, IS SET IN
 CR1310'A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CR1310'IT IS 47 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND TRAFFIC
 CR1310'LANE OF STATE HIGHWAY 31, 115 FEET WEST OF A DRIVEWAY ENTRANCE,
 CR1310'115 FEET EAST OF A DRIVEWAY ENTRANCE, AND 2 FEET SOUTH OF A
 CR1310'T-FENCE CORNER.
 CR1310'
 CR1310'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CR1310
 CR1310                          STATION RECOVERY (2004)
 CR1310
 CR1310'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0955 ***********************************************************************
 AB0955  DESIGNATION -  MIDWAY 2 RM 4
 AB0955  PID         -  AB0955
 AB0955  STATE/COUNTY-  TX/KENEDY
 AB0955  USGS QUAD   -  NORIAS (1982)
 AB0955
 AB0955                         *CURRENT SURVEY CONTROL
 AB0955  ___________________________________________________________________
 AB0955* NAD 83(1986)-  26 50 29.     (N)    097 47 02.     (W)     SCALED    
 AB0955* NAVD 88     -        11.550  (meters)      37.89   (feet)  ADJUSTED  
 AB0955  ___________________________________________________________________
 AB0955  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AB0955  DYNAMIC HT  -          11.532 (meters)      37.83  (feet)  COMP
 AB0955  MODELED GRAV-     979,071.0   (mgal)                       NAVD 88
 AB0955
 AB0955  VERT ORDER  -  FIRST     CLASS II
 AB0955
 AB0955.The horizontal coordinates were scaled from a topographic map and have
 AB0955.an estimated accuracy of +/- 6 seconds.
 AB0955
 AB0955.The orthometric height was determined by differential leveling
 AB0955.and adjusted by the National Geodetic Survey in June 1991..
 AB0955
 AB0955.The geoid height was determined by GEOID03.
 AB0955
 AB0955.The dynamic height is computed by dividing the NAVD 88
 AB0955.geopotential number by the normal gravity value computed on the
 AB0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0955.degrees latitude (g = 980.6199 gals.).
 AB0955
 AB0955.The modeled gravity was interpolated from observed gravity values.
 AB0955
 AB0955;                    North         East    Units  Estimated Accuracy
 AB0955;SPC TX S     - 5,130,350.      371,170.      MT  (+/- 180 meters Scaled)
 AB0955
 AB0955                          SUPERSEDED SURVEY CONTROL
 AB0955
 AB0955.No superseded survey control is available for this station.
 AB0955
 AB0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ208694(NAD 83)
 AB0955_MARKER: DR = REFERENCE MARK DISK
 AB0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0955_STAMPING: MIDWAY 2 NO 4 1974
 AB0955_MARK LOGO: NGS   
 AB0955_PROJECTION: PROJECTING 9 CENTIMETERS
 AB0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0955+STABILITY: SURFACE MOTION
 AB0955
 AB0955  HISTORY     - Date     Condition        Report By
 AB0955  HISTORY     - 1974     MONUMENTED       NGS
 AB0955  HISTORY     - 1981     GOOD             NGS
 AB0955  HISTORY     - 19901007 GOOD             USPSQD
 AB0955
 AB0955                          STATION DESCRIPTION
 AB0955
 AB0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AB0955'25 MI N FROM RAYMONDVILLE.
 AB0955'FROM THE CENTER OF RAYMONDVILLE, GO NORTH ON U.S. HWY. 77 FOR 21 MILES
 AB0955'TO THE NORIAS RAILROAD SIDING ON THE LEFT, CONTINUE NORTH ON U.S. HWY.
 AB0955'77 FOR 3.6 MILES TO MARK ON THE LEFT.  STANDARD REFERENCE MARK DISK,
 AB0955'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS ABOUT 6-INCHES
 AB0955'AND IS STAMPED MIDWAY 2 NO 4 1974.  IT IS 61 FEET WEST OF THE
 AB0955'CENTER-LINE OF U.S. HWY. 77, 76 FEET SOUTH OF A METAL WITNESS POST AND
 AB0955'47 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS.  THE MARK IS ABOUT 5
 AB0955'FEET HIGHER IN ELEVATION THAN THE ROAD-BED OF HIGHWAY AND ABOUT 15
 AB0955'FEET HIGHER IN ELEVATION THAN THE RAILROAD BED OF TRACKS.
 AB0955
 AB0955                          STATION RECOVERY (1981)
 AB0955
 AB0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0955'43.0 KM (26.75 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM A PAVED ROAD
 AB0955'LEADING WEST TO THE SARITA POST OFFICE, AT THE TOP OF A CUT BANK
 AB0955'BETWEEN THE MISSOURI PACIFIC RAILROAD AND U.S. HIGHWAY 77, 0. 5 KM
 AB0955'(0.3 MI) SOUTH AND ACROSS THE HIGHWAY FROM A MICROWAVE TOWER,
 AB0955'18.5 METERS (61.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 77, AND
 AB0955'14.3 METERS (47.0 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
 AB0955'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AB0955'THE MARK IS 1.8 M ABOVE HIGHWAY 77.
 AB0955
 AB0955                          STATION RECOVERY (1990)
 AB0955
 AB0955'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1264 ***********************************************************************
 AB1264  DESIGNATION -  MIDWAY 2 RM 5
 AB1264  PID         -  AB1264
 AB1264  STATE/COUNTY-  TX/KENEDY
 AB1264  USGS QUAD   -  NORIAS (1982)
 AB1264
 AB1264                         *CURRENT SURVEY CONTROL
 AB1264  ___________________________________________________________________
 AB1264* NAD 83(1993)-  26 50 45.11509(N)    097 47 04.06700(W)     ADJUSTED  
 AB1264* NAVD 88     -         7.550  (meters)      24.77   (feet)  ADJUSTED  
 AB1264  ___________________________________________________________________
 AB1264  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AB1264  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AB1264  DYNAMIC HT  -           7.538 (meters)      24.73  (feet)  COMP
 AB1264  MODELED GRAV-     979,071.3   (mgal)                       NAVD 88
 AB1264
 AB1264  HORZ ORDER  -  THIRD
 AB1264  VERT ORDER  -  FIRST     CLASS II
 AB1264
 AB1264.The horizontal coordinates were established by classical geodetic methods
 AB1264.and adjusted by the National Geodetic Survey in February 1996..
 AB1264.No horizontal observational check was made to the station.
 AB1264
 AB1264.The orthometric height was determined by differential leveling
 AB1264.and adjusted by the National Geodetic Survey in June 1991..
 AB1264
 AB1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1264
 AB1264.The geoid height was determined by GEOID03.
 AB1264
 AB1264.The dynamic height is computed by dividing the NAVD 88
 AB1264.geopotential number by the normal gravity value computed on the
 AB1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1264.degrees latitude (g = 980.6199 gals.).
 AB1264
 AB1264.The modeled gravity was interpolated from observed gravity values.
 AB1264
 AB1264;                    North         East     Units Scale Factor Converg.
 AB1264;SPC TX S     - 5,130,846.803   371,109.511   MT  0.99989844   +0 19 29.5
 AB1264;SPC TX S     -16,833,453.22  1,217,548.45   sFT  0.99989844   +0 19 29.5
 AB1264;UTM  14      - 2,969,942.169   620,769.120   MT  0.99978006   +0 32 56.4
 AB1264
 AB1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1264!SPC TX S     -   1.00000264  x   0.99989844  =   0.99990108
 AB1264!UTM  14      -   1.00000264  x   0.99978006  =   0.99978270
 AB1264
 AB1264:                Primary Azimuth Mark                     Grid Az
 AB1264:SPC TX S     -  MIDWAY 2                                 172 49 23.6
 AB1264:UTM  14      -  MIDWAY 2                                 172 35 56.7
 AB1264
 AB1264|---------------------------------------------------------------------|
 AB1264| PID    Reference Object                     Distance      Geod. Az  |
 AB1264|                                                           dddmmss.s |
 AB1264| AB0954 MIDWAY 2                            APPROX. 0.5 KM 1730853.1 |
 AB1264|---------------------------------------------------------------------|
 AB1264
 AB1264                          SUPERSEDED SURVEY CONTROL
 AB1264
 AB1264  NAD 83(1986)-  26 50 45.12854(N)    097 47 04.03602(W) AD(       ) 3
 AB1264  NAD 27      -  26 50 43.92219(N)    097 47 03.05366(W) AD(       ) 3
 AB1264  NGVD 29 (07/19/86)    7.6    (m)           25.     (f) VERT ANG       
 AB1264
 AB1264.Superseded values are not recommended for survey control.
 AB1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1264.See file dsdata.txt to determine how the superseded data were derived.
 AB1264
 AB1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2076969942(NAD 83)
 AB1264_MARKER: DR = REFERENCE MARK DISK
 AB1264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB1264_SP_SET: CONCRETE CULVERT HEADWALL
 AB1264_STAMPING: MIDWAY 2 NO 5 1974
 AB1264_MARK LOGO: NGS   
 AB1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1264+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1264
 AB1264  HISTORY     - Date     Condition        Report By
 AB1264  HISTORY     - 1974     MONUMENTED       NGS
 AB1264  HISTORY     - 1981     GOOD             NGS
 AB1264  HISTORY     - 20040204 GOOD             USPSQD
 AB1264
 AB1264                          STATION DESCRIPTION
 AB1264
 AB1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AB1264'THE STATION IS LOCATED ABOUT 25 MILES NORTH OF RAYMONDVILLE, 6
 AB1264'MILES SOUTH OF ARMSTRONG RAILROAD SIDING, 4 MILES NORTH OF NORIAS
 AB1264'RAILROAD SIDING AND ON A LOW SAND RIDGE, WHICH IS LOCATED BETWEEN
 AB1264'U.S. HWY. 77 AND SOUTHERN PACIFIC RAILROAD TRACKS.
 AB1264'
 AB1264'TO REACH THE STATION FROM THE CENTER OF RAYMONDVILLE, GO NORTH ON
 AB1264'U.S. HWY. 77 FOR 21 MILES TO NORIAS RAILROAD SIDING ON THE LEFT,
 AB1264'CONTINUE NORTH ON U.S. HWY. 77 FOR 3.6 MILES TO STATION ON THE
 AB1264'LEFT.  CONTINUE NORTH ON U.S. HWY. 77 FOR 0.35 MILE TO REFERENCE
 AB1264'MARK NO. 5 ON THE LEFT IN HEAD-WALL OF CONCRETE CULVERT.
 AB1264'
 AB1264'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN A DRILL HOLE OF THE
 AB1264'WEST END OF A CONCRETE CULVERT AND IS STAMPED MIDWAY 2 NO 5
 AB1264'1974.  IT IS 87 FEET NORTH OF THE TANGENT OF A SAND ROAD LEADING
 AB1264'EAST ACROSS THE HIGHWAY, 67 FEET EAST OF THE EAST RAIL OF
 AB1264'RAILROAD TRACKS AND 41 FEET WEST OF THE CENTER-LINE OF U.S. HWY.
 AB1264'77.
 AB1264'
 AB1264'NEAREST TOWN--RAYMONDVILLE.
 AB1264
 AB1264                          STATION RECOVERY (1981)
 AB1264
 AB1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1264'42.5 KM (26.45 MI) SOUT FROM SARITA.
 AB1264'42.5 KM (26.45 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB1264'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, AT A SMALL CONCRETE
 AB1264'CULVERT ON THE WEST SIDE OF THE HIGHWAY, IN THE TOP OF THE WEST
 AB1264'HEADWALL OF A 0.46 METERS (1.5 FT) DIAMETER CONCRETE CULVERT UNDER THE
 AB1264'HIGHWAY, ABOUT 137.1 METERS (450.0 FT) WEST AND ACROSS THE HIGHWAY
 AB1264'FROM A MICROWAVE TOWER, 12.4 METERS (41.0 FT) WEST OF THE CENTERLINE
 AB1264'OF THE HIGHWAY, 20.4 METERS (67.0 FT) EAST OF THE EAST RAIL OF THE
 AB1264'MISSOURI PACIFIC RAILROAD, 26.8 METERS (88.0 FT) NORTH OF THE EXTENDED
 AB1264'CENTERLINE OF A GRAVEL ROAD LEADING EAST THROUGH A METAL PIPE GATE.
 AB1264'THE MARK IS 0.90 M BELOW HIGHWAY.
 AB1264
 AB1264                          STATION RECOVERY (2004)
 AB1264
 AB1264'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0021 ***********************************************************************
 AM0021  HT_MOD      -  This is a Height Modernization Survey Station.
 AM0021  DESIGNATION -  MIDWAY AZ MK
 AM0021  PID         -  AM0021
 AM0021  STATE/COUNTY-  TX/BRAZORIA
 AM0021  USGS QUAD   -  FREEPORT (1974)
 AM0021
 AM0021                         *CURRENT SURVEY CONTROL
 AM0021  ___________________________________________________________________
 AM0021* NAD 83(1993)-  28 57 33.68720(N)    095 20 41.70275(W)     ADJUSTED  
 AM0021* NAVD 88     -         0.26   (meters)       0.9    (feet)  GPS OBS   
 AM0021  ___________________________________________________________________
 AM0021  X           -    -520,249.055 (meters)                     COMP
 AM0021  Y           -  -5,560,714.173 (meters)                     COMP
 AM0021  Z           -   3,069,947.967 (meters)                     COMP
 AM0021  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AM0021  ELLIP HEIGHT-         -26.08  (meters)          (12/03/01) GPS OBS
 AM0021  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0021
 AM0021  HORZ ORDER  -  FIRST
 AM0021  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0021  ELLP ORDER  -  FOURTH    CLASS II
 AM0021
 AM0021.The horizontal coordinates were established by GPS observations
 AM0021.and adjusted by the National Geodetic Survey in December 2001..
 AM0021
 AM0021.The orthometric height was determined by GPS observations and a
 AM0021.high-resolution geoid model using precise GPS observation and
 AM0021.processing techniques.
 AM0021.The vertical order pertains to the NGVD 29 superseded value.
 AM0021
 AM0021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AM0021
 AM0021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0021
 AM0021.The ellipsoidal height was determined by GPS observations
 AM0021.and is referenced to NAD 83.
 AM0021
 AM0021.The geoid height was determined by GEOID03.
 AM0021
 AM0021;                    North         East     Units Scale Factor Converg.
 AM0021;SPC TXSC     - 4,130,360.590   956,187.368   MT  0.99988458   +1 47 26.4
 AM0021;SPC TXSC     -13,551,024.70  3,137,091.39   sFT  0.99988458   +1 47 26.4
 AM0021;UTM  15      - 3,205,747.783   271,481.786   MT  1.00024446   -1 08 09.2
 AM0021
 AM0021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0021!SPC TXSC     -   1.00000410  x   0.99988458  =   0.99988868
 AM0021!UTM  15      -   1.00000410  x   1.00024446  =   1.00024856
 AM0021
 AM0021                          SUPERSEDED SURVEY CONTROL
 AM0021
 AM0021  NAD 83(1993)-  28 57 33.68543(N)    095 20 41.69838(W) AD(       ) 3
 AM0021  NAD 83(1986)-  28 57 33.69479(N)    095 20 41.67773(W) AD(       ) 3
 AM0021  NAD 27      -  28 57 32.80500(N)    095 20 40.89500(W) AD(       ) 3
 AM0021  NGVD 29 (??/??/92)    0.380  (m)            1.25   (f) ADJ UNCH    1 1
 AM0021
 AM0021.Superseded values are not recommended for survey control.
 AM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0021.See file dsdata.txt to determine how the superseded data were derived.
 AM0021
 AM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7148205748(NAD 83)
 AM0021_MARKER: DZ = AZIMUTH MARK DISK
 AM0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0021_STAMPING: MIDWAY 1954
 AM0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0021+STABILITY: SURFACE MOTION
 AM0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0021+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0021
 AM0021  HISTORY     - Date     Condition        Report By
 AM0021  HISTORY     - 1954     MONUMENTED       CGS
 AM0021  HISTORY     - 1973     GOOD             NGS
 AM0021  HISTORY     - 1978     GOOD             NGS
 AM0021  HISTORY     - 20050218 GOOD             USPSQD
 AM0021
 AM0021                          STATION DESCRIPTION
 AM0021
 AM0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AM0021'REACHED FROM THE JUNCTION OF STATE HIGHWAY 523 AND FARM AND
 AM0021'MARKET ROAD 1460 IN THE EASTERN EDGE OF VELASCO BY GOING
 AM0021'EASTERLY ON ROAD 1460 FOR 0.3 MILE TO STATION MIDWAY ON THE LEFT.
 AM0021'TO REACH THE AZIMUTH MARK FROM STATION MIDWAY, CONTINUE EASTERLY
 AM0021'ON ROAD 1460 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AM0021'
 AM0021'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0021'IS 73 FEET SOUTH OF THE CENTERLINE OF ROAD 1460, 6 FEET NORTH
 AM0021'OF A CABLE LINE POLE, 3 FEET WEST OF A WITNESS POST, AND 1
 AM0021'FOOT WEST OF A FENCE LINE.  THE DISK IS STAMPED MIDWAY 1954,
 AM0021'AND THE MARK PROJECTS 4 INCHES.
 AM0021
 AM0021                          STATION RECOVERY (1973)
 AM0021
 AM0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AM0021'0.65 MI E FROM FREEPORT.
 AM0021'0.65 MILE EAST ALONG COUNTY ROAD 229 FROM THE JUNCTION OF VELASCO
 AM0021'BOULEVARD AT FREEPORT, AT THE JUNCTION OF FARM ROAD 1495 (PINE
 AM0021'STREET), 71 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 296 FEET
 AM0021'WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION, 61 FEET EAST OF A
 AM0021'TELEPHONE POLE, 81 1/2 FEET WEST OF TELEPHONE POLE 11 1/2 WITH A GUY
 AM0021'WIRE, 77 FEET WEST OF A METAL BOX OF AN UNDERGROUND TELEPHONE CABLE,
 AM0021'1.0 FOOT NORTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1/2
 AM0021'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AM0021'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AM0021
 AM0021                          STATION RECOVERY (1978)
 AM0021
 AM0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0021'RECOVERED IN GOOD CONDITION.
 AM0021
 AM0021                          STATION RECOVERY (2005)
 AM0021
 AM0021'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0951 ***********************************************************************
 AB0951  DESIGNATION -  MIDWAY RM 1
 AB0951  PID         -  AB0951
 AB0951  STATE/COUNTY-  TX/KENEDY
 AB0951  USGS QUAD   -  NORIAS (1982)
 AB0951
 AB0951                         *CURRENT SURVEY CONTROL
 AB0951  ___________________________________________________________________
 AB0951* NAD 83(1986)-  26 50 24.     (N)    097 47 00.     (W)     SCALED    
 AB0951* NAVD 88     -        10.403  (meters)      34.13   (feet)  ADJUSTED  
 AB0951  ___________________________________________________________________
 AB0951  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AB0951  DYNAMIC HT  -          10.387 (meters)      34.08  (feet)  COMP
 AB0951  MODELED GRAV-     979,071.0   (mgal)                       NAVD 88
 AB0951
 AB0951  VERT ORDER  -  FIRST     CLASS II
 AB0951
 AB0951.The horizontal coordinates were scaled from a topographic map and have
 AB0951.an estimated accuracy of +/- 6 seconds.
 AB0951
 AB0951.The orthometric height was determined by differential leveling
 AB0951.and adjusted by the National Geodetic Survey in June 1991..
 AB0951.WARNING-Repeat measurements at this control monument indicate possible
 AB0951.vertical movement.
 AB0951
 AB0951.The geoid height was determined by GEOID03.
 AB0951
 AB0951.The dynamic height is computed by dividing the NAVD 88
 AB0951.geopotential number by the normal gravity value computed on the
 AB0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0951.degrees latitude (g = 980.6199 gals.).
 AB0951
 AB0951.The modeled gravity was interpolated from observed gravity values.
 AB0951
 AB0951;                    North         East    Units  Estimated Accuracy
 AB0951;SPC TX S     - 5,130,200.      371,230.      MT  (+/- 180 meters Scaled)
 AB0951
 AB0951                          SUPERSEDED SURVEY CONTROL
 AB0951
 AB0951.No superseded survey control is available for this station.
 AB0951
 AB0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ208692(NAD 83)
 AB0951_MARKER: DR = REFERENCE MARK DISK
 AB0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0951_STAMPING: MIDWAY NO 1 1949
 AB0951_MARK LOGO: CGS   
 AB0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0951+STABILITY: SURFACE MOTION
 AB0951
 AB0951  HISTORY     - Date     Condition        Report By
 AB0951  HISTORY     - 1949     MONUMENTED       CGS
 AB0951  HISTORY     - 1951     GOOD             NGS
 AB0951  HISTORY     - 1981     GOOD             NGS
 AB0951
 AB0951                          STATION DESCRIPTION
 AB0951
 AB0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0951'3.95 MI N FROM NORIAS.
 AB0951'3.95 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0951'FROM THE STATION AT NORIAS, 89 FEET EAST OF THE CENTER LINE OF U.S.
 AB0951'HIGHWAY 77, 22.8 FEET NORTHEAST OF TRIANGULATION STATION MIDWAY 1949,
 AB0951'1 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0951'PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC
 AB0951'LINES.
 AB0951
 AB0951                          STATION RECOVERY (1981)
 AB0951
 AB0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0951'NOTE, THIS MARK WILL PROBABLY BE DESTROYED WHEN THE NORTH BOUND LANE
 AB0951'IS COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0206 ***********************************************************************
 BO0206  DESIGNATION -  MIDWAY RM 1
 BO0206  PID         -  BO0206
 BO0206  STATE/COUNTY-  TX/CROCKETT
 BO0206  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0206
 BO0206                         *CURRENT SURVEY CONTROL
 BO0206  ___________________________________________________________________
 BO0206* NAD 83(1986)-  30 54 38.     (N)    101 09 40.     (W)     SCALED    
 BO0206* NAVD 88     -       793.256  (meters)    2602.54   (feet)  ADJUSTED  
 BO0206  ___________________________________________________________________
 BO0206  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0206  DYNAMIC HT  -         792.102 (meters)    2598.75  (feet)  COMP
 BO0206  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 BO0206
 BO0206  VERT ORDER  -  SECOND    CLASS 0
 BO0206
 BO0206.The horizontal coordinates were scaled from a topographic map and have
 BO0206.an estimated accuracy of +/- 6 seconds.
 BO0206
 BO0206.The orthometric height was determined by differential leveling
 BO0206.and adjusted by the National Geodetic Survey in June 1991..
 BO0206
 BO0206.The geoid height was determined by GEOID03.
 BO0206
 BO0206.The dynamic height is computed by dividing the NAVD 88
 BO0206.geopotential number by the normal gravity value computed on the
 BO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0206.degrees latitude (g = 980.6199 gals.).
 BO0206
 BO0206.The modeled gravity was interpolated from observed gravity values.
 BO0206
 BO0206;                    North         East    Units  Estimated Accuracy
 BO0206;SPC TX C     - 3,138,190.      620,880.      MT  (+/- 180 meters Scaled)
 BO0206
 BO0206                          SUPERSEDED SURVEY CONTROL
 BO0206
 BO0206  NGVD 29 (??/??/92)  793.018  (m)         2601.76   (f) ADJ UNCH    2 0
 BO0206
 BO0206.Superseded values are not recommended for survey control.
 BO0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0206.See file dsdata.txt to determine how the superseded data were derived.
 BO0206
 BO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV934216(NAD 83)
 BO0206_MARKER: DR = REFERENCE MARK DISK
 BO0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0206_SP_SET: MONUMENT
 BO0206_STAMPING: MIDWAY NO 1 1935
 BO0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0206
 BO0206  HISTORY     - Date     Condition        Report By
 BO0206  HISTORY     - 1935     MONUMENTED       CGS
 BO0206  HISTORY     - 1971     GOOD             NGS
 BO0206
 BO0206                          STATION DESCRIPTION
 BO0206
 BO0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BO0206'14.7 MI N FROM OZONA.
 BO0206'IN A PASTURE, IN THE NORTHEAST CORNER OF THE INTERSECTION OF STATE
 BO0206'HIGHWAYS 29 AND 163, 116 FEET NORTH OF THE CENTER OF HIGHWAY 29, 51
 BO0206'FEET EAST OF A METAL WITNESS POST, 28 FEET NORTHEAST OF A R.O.W. FENCE
 BO0206'LINE, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 BO0206'10-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0953 ***********************************************************************
 AB0953  DESIGNATION -  MIDWAY RM 2
 AB0953  PID         -  AB0953
 AB0953  STATE/COUNTY-  TX/KENEDY
 AB0953  USGS QUAD   -  NORIAS (1982)
 AB0953
 AB0953                         *CURRENT SURVEY CONTROL
 AB0953  ___________________________________________________________________
 AB0953* NAD 83(1986)-  26 50 24.     (N)    097 47 00.     (W)     SCALED    
 AB0953* NAVD 88     -        10.434  (meters)      34.23   (feet)  ADJUSTED  
 AB0953  ___________________________________________________________________
 AB0953  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AB0953  DYNAMIC HT  -          10.418 (meters)      34.18  (feet)  COMP
 AB0953  MODELED GRAV-     979,071.0   (mgal)                       NAVD 88
 AB0953
 AB0953  VERT ORDER  -  FIRST     CLASS II
 AB0953
 AB0953.The horizontal coordinates were scaled from a topographic map and have
 AB0953.an estimated accuracy of +/- 6 seconds.
 AB0953
 AB0953.The orthometric height was determined by differential leveling
 AB0953.and adjusted by the National Geodetic Survey in June 1991..
 AB0953.WARNING-Repeat measurements at this control monument indicate possible
 AB0953.vertical movement.
 AB0953
 AB0953.The geoid height was determined by GEOID03.
 AB0953
 AB0953.The dynamic height is computed by dividing the NAVD 88
 AB0953.geopotential number by the normal gravity value computed on the
 AB0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0953.degrees latitude (g = 980.6199 gals.).
 AB0953
 AB0953.The modeled gravity was interpolated from observed gravity values.
 AB0953
 AB0953;                    North         East    Units  Estimated Accuracy
 AB0953;SPC TX S     - 5,130,200.      371,230.      MT  (+/- 180 meters Scaled)
 AB0953
 AB0953                          SUPERSEDED SURVEY CONTROL
 AB0953
 AB0953.No superseded survey control is available for this station.
 AB0953
 AB0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ208692(NAD 83)
 AB0953_MARKER: DR = REFERENCE MARK DISK
 AB0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0953_STAMPING: MIDWAY NO 2 1949
 AB0953_MARK LOGO: CGS   
 AB0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0953+STABILITY: SURFACE MOTION
 AB0953
 AB0953  HISTORY     - Date     Condition        Report By
 AB0953  HISTORY     - 1949     MONUMENTED       CGS
 AB0953  HISTORY     - 1951     GOOD             NGS
 AB0953  HISTORY     - 1982     GOOD             NGS
 AB0953
 AB0953                          STATION DESCRIPTION
 AB0953
 AB0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0953'3.95 MI N FROM NORIAS.
 AB0953'3.95 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0953'FROM THE STATION AT NORIAS, 89 FEET EAST OF THE CENTER LINE OF U.S.
 AB0953'HIGHWAY 77.  23.5 FEET SOUTHEAST OF TRIANGULATION STATON MIDWAY 1949,
 AB0953'1 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0953'PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC
 AB0953'LINES.
 AB0953
 AB0953                          STATION RECOVERY (1982)
 AB0953
 AB0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0953'RECOVERED THIS DATE.  NOTE, THIS MARK WILL PROBABLY BE DESTROYED
 AB0953'WHEN NORTHBOUND LANE OF U.S. HIGHWAY 77 IS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0207 ***********************************************************************
 BO0207  DESIGNATION -  MIDWAY RM 2
 BO0207  PID         -  BO0207
 BO0207  STATE/COUNTY-  TX/CROCKETT
 BO0207  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0207
 BO0207                         *CURRENT SURVEY CONTROL
 BO0207  ___________________________________________________________________
 BO0207* NAD 83(1986)-  30 54 38.     (N)    101 09 40.     (W)     SCALED    
 BO0207* NAVD 88     -       793.064  (meters)    2601.91   (feet)  ADJUSTED  
 BO0207  ___________________________________________________________________
 BO0207  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0207  DYNAMIC HT  -         791.911 (meters)    2598.13  (feet)  COMP
 BO0207  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 BO0207
 BO0207  VERT ORDER  -  SECOND    CLASS 0
 BO0207
 BO0207.The horizontal coordinates were scaled from a topographic map and have
 BO0207.an estimated accuracy of +/- 6 seconds.
 BO0207
 BO0207.The orthometric height was determined by differential leveling
 BO0207.and adjusted by the National Geodetic Survey in June 1991..
 BO0207
 BO0207.The geoid height was determined by GEOID03.
 BO0207
 BO0207.The dynamic height is computed by dividing the NAVD 88
 BO0207.geopotential number by the normal gravity value computed on the
 BO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0207.degrees latitude (g = 980.6199 gals.).
 BO0207
 BO0207.The modeled gravity was interpolated from observed gravity values.
 BO0207
 BO0207;                    North         East    Units  Estimated Accuracy
 BO0207;SPC TX C     - 3,138,190.      620,880.      MT  (+/- 180 meters Scaled)
 BO0207
 BO0207                          SUPERSEDED SURVEY CONTROL
 BO0207
 BO0207  NGVD 29 (??/??/92)  792.826  (m)         2601.13   (f) ADJ UNCH    2 0
 BO0207
 BO0207.Superseded values are not recommended for survey control.
 BO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0207.See file dsdata.txt to determine how the superseded data were derived.
 BO0207
 BO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV934216(NAD 83)
 BO0207_MARKER: DR = REFERENCE MARK DISK
 BO0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0207_SP_SET: MONUMENT
 BO0207_STAMPING: MIDWAY NO 2 1935
 BO0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0207
 BO0207  HISTORY     - Date     Condition        Report By
 BO0207  HISTORY     - 1935     MONUMENTED       CGS
 BO0207  HISTORY     - 1971     GOOD             NGS
 BO0207
 BO0207                          STATION DESCRIPTION
 BO0207
 BO0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BO0207'14.7 MI N FROM OZONA.
 BO0207'ON HIGHWAY RIGHT-OF-WAY, IN THE SOUTHEAST CORNER OF THE INTERSECTION
 BO0207'OF STATE HIGHWAYS 29 AND 163, 144 FEET EAST OF THE CENTER OF HIGHWAY
 BO0207'163, 75 FEET SOUTH OF THE CENTER OF HIGHWAY 29, 28 FEET WEST OF A
 BO0207'WOODEN GATE, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 BO0207'PROJECTS 10-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1441 ***********************************************************************
 AH1441  DESIGNATION -  MIDWEST 1939
 AH1441  PID         -  AH1441
 AH1441  STATE/COUNTY-  TX/KLEBERG
 AH1441  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1441
 AH1441                         *CURRENT SURVEY CONTROL
 AH1441  ___________________________________________________________________
 AH1441* NAD 83(1993)-  27 23 40.37587(N)    097 19 03.60060(W)     ADJUSTED  
 AH1441* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AH1441  ___________________________________________________________________
 AH1441  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1441  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH1441
 AH1441  HORZ ORDER  -  SECOND
 AH1441
 AH1441.The horizontal coordinates were established by classical geodetic methods
 AH1441.and adjusted by the National Geodetic Survey in February 1996..
 AH1441
 AH1441.The orthometric height was scaled from a topographic map.
 AH1441
 AH1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1441
 AH1441.The geoid height was determined by GEOID03.
 AH1441
 AH1441;                    North         East     Units Scale Factor Converg.
 AH1441;SPC TX S     - 5,191,984.028   416,928.745   MT  0.99991828   +0 32 12.4
 AH1441;SPC TX S     -17,034,034.27  1,367,873.72   sFT  0.99991828   +0 32 12.4
 AH1441;UTM  14      - 3,031,260.227   666,340.406   MT  0.99994156   +0 46 27.3
 AH1441
 AH1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1441!SPC TX S     -   1.00000288  x   0.99991828  =   0.99992116
 AH1441!UTM  14      -   1.00000288  x   0.99994156  =   0.99994444
 AH1441
 AH1441:                Primary Azimuth Mark                     Grid Az
 AH1441:SPC TX S     -  SORDO                                    289 29 56.2
 AH1441:UTM  14      -  SORDO                                    289 15 41.3
 AH1441
 AH1441|---------------------------------------------------------------------|
 AH1441| PID    Reference Object                     Distance      Geod. Az  |
 AH1441|                                                           dddmmss.s |
 AH1441| AH1479 SORDO                               APPROX. 7.7 KM 2900208.6 |
 AH1441|---------------------------------------------------------------------|
 AH1441
 AH1441                          SUPERSEDED SURVEY CONTROL
 AH1441
 AH1441  NAD 83(1986)-  27 23 40.38951(N)    097 19 03.57844(W) AD(       ) 2
 AH1441  NAD 27      -  27 23 39.23700(N)    097 19 02.62300(W) AD(       ) 2
 AH1441
 AH1441.Superseded values are not recommended for survey control.
 AH1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1441.See file dsdata.txt to determine how the superseded data were derived.
 AH1441
 AH1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6634031260(NAD 83)
 AH1441_MARKER: DD = SURVEY DISK
 AH1441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1441_SP_SET: PREFABRICATED CONCRETE POST
 AH1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1441
 AH1441  HISTORY     - Date     Condition        Report By
 AH1441  HISTORY     - 1939     MONUMENTED       CGS
 AH1441  HISTORY     - 1949     GOOD             CGS
 AH1441  HISTORY     - 1958     GOOD             SHELL
 AH1441  HISTORY     - 1961     GOOD             MOBIL
 AH1441  HISTORY     - 1967     GOOD             CGS
 AH1441  HISTORY     - 1968     GOOD             CGS
 AH1441  HISTORY     - 1969     GOOD             CGS
 AH1441  HISTORY     - 1979     GOOD             NGS
 AH1441
 AH1441                          STATION DESCRIPTION
 AH1441
 AH1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1441'STATION MIDWEST IS LOCATED ON PADRE ISLAND ABOUT 19-1/2
 AH1441'MILES SSW OF CORPUS CHRISTI PASS, ABOUT 11 MILES NE OF PENESCAL
 AH1441'POINT ON BAFFIN BAY.  ABOUT 1/2 MILE W OF THE BEACH ON LOW
 AH1441'KNOLL SURROUNDED BY GRASS-COVERED FLATS.
 AH1441'
 AH1441'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AH1441'TOP OF A 3-INCH GALVANIZED-IRON PIPE 6 FEET LONG, EMBEDDED
 AH1441'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE SURFACE OF
 AH1441'THE GROUND.
 AH1441'
 AH1441'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1441
 AH1441                          STATION RECOVERY (1949)
 AH1441
 AH1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1441'RECOVERED AS DESCRIBED.  THE LOW KNOLL IS APPROXIMATELY 1
 AH1441'FOOT HIGH.  STATION IS ALSO ABOUT 6.9 MILES S OF SOUTH BIRD
 AH1441'ISLAND.
 AH1441
 AH1441                          STATION RECOVERY (1958)
 AH1441
 AH1441'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AH1441'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  A 30-FOOT
 AH1441'BLACK AND ORANGE TOWER IS NOW OVER STATION.
 AH1441
 AH1441                          STATION RECOVERY (1961)
 AH1441
 AH1441'RECOVERY NOTE BY MOBIL OIL CORPORATION 1961 (ACM)
 AH1441'RECOVERED IN GOOD CONDITION.
 AH1441
 AH1441                          STATION RECOVERY (1967)
 AH1441
 AH1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1441'STATION RECOVERED IN GOOD CONDITION.  A TRACK ROAD LEADS
 AH1441'FROM THE NORTHWEST DISTRICT HEADQUARTERS OF THE PADRE ISLAND
 AH1441'NATIONAL SEASHORE TO THE STATION.  INFORMATION AS TO THE
 AH1441'BEST ROUTE FOR REACHING THE STATION CAN BE OBTAINED THERE.
 AH1441'A FOUR WHEEL DRIVE VEHICLE IS NECESSARY.
 AH1441
 AH1441                          STATION RECOVERY (1968)
 AH1441
 AH1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1441'STATION RECOVERED IN GOOD CONDITION.  SEE 1967 DESCRIPTION
 AH1441'BY J.K.W. FOR THE TO REACH.
 AH1441
 AH1441                          STATION RECOVERY (1969)
 AH1441
 AH1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1441'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 AH1441'IN 1939 AND 1949.  PARK ROAD NO. 22, A NORTH-SOUTH ROAD,
 AH1441'NOW LEADS TO WITHIN ABOUT 2 MILES OF THE STATION.  A DESCRIPTION
 AH1441'OF THE ROUTE TO THE STATION FOLLOWS--
 AH1441'
 AH1441'TO REACH THE STATION FROM THE ARCH OVER STATE HIGHWAY 358
 AH1441'AT THE ENTRANCE TO THE PADRE ISLAND CAUSEWAY AND AT THE SOUTHEAST
 AH1441'EDGE OF CORPUS CHRISTI, GO SOUTHEAST ON STATE HIGHWAY 358
 AH1441'FOR 4.9 MILES TO JUNCTION OF PARK ROADS 53 AND 22.  CONTINUE
 AH1441'AHEAD, NOW SOUTHERLY, ON PARK ROAD 22 FOR 2.1 MILES TO SIDE
 AH1441'ROAD ON THE LEFT, ENTRANCE TO NUECES COUNTY PARK, CONTINUE AHEAD
 AH1441'SOUTHERLY ON PARK ROAD 22 FOR 8.7 MILES TO A SIDE ROAD LEFT,
 AH1441'(BEACH ACCESS ROAD), CONTINUE AHEAD, SOUTHWESTERLY ON
 AH1441'HIGHWAY FOR 4.85 MILES TO THE END OF THE ROAD AT THE GULF
 AH1441'BEACH.  GO SOUTHWESTERLY DOWN BEACH FOR 1.8 MILES TO END OF
 AH1441'TRUCK TRAVEL.  PACK ON MAGNETIC BEARING OF 280 DEG OVER
 AH1441'SAND DUNES AND SAND FLATS FOR ABOUT 1/2 MILE TO STATION.
 AH1441'
 AH1441'THE STATION MARK IS A STANDARD DISK, STAMPED MIDWEST 1939,
 AH1441'SCREWED TO THE TOP OF A 4 INCH GALVANIZED IRON PIPE THAT
 AH1441'PROJECTS 2 FEET.  A TEN FOOT HIGH, THREE LEG, ALUMINUM TRIPOD
 AH1441'HAS BEEN BUILT OVER THE MARK AND THE REMAINS OF WOOD TOWER ARE
 AH1441'EVIDENT IN THE NEAR VICINITY.
 AH1441'
 AH1441'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES
 AH1441'SSW OF CORPUS CHRISTI
 AH1441
 AH1441                          STATION RECOVERY (1979)
 AH1441
 AH1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1441'STATION NOT OCCUPIED.
 AH1441'
 AH1441'NO REFERENCE MARKS TO THIS STATION.
 AH1441'
 AH1441'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, IT IS STAMPED
 AH1441'MIDWEST 1939 AND PROJECTS ABOUT 2 FEET.
 AH1441'
 AH1441'TO REACH FROM THE END OF SURFACED PARK ROAD 22, GO SOUTHERLY ALONG
 AH1441'BEACH FOR 1.8 MILE, FROM HERE PACK WESTERLY FOR APPROXIMATELY 1/2
 AH1441'MILE TO STATION, THE REMAINS OF THE OLD ALUMINUM TRIPOD IS NEAR THE
 AH1441'STATION MARK, AND THE REMAINS OF A METAL WITNESS POST, LOCATED ON
 AH1441'SAND FLATS.
 AH1441'
 AH1441'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 24 MILES SSE
 AH1441'OF CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0520 ***********************************************************************
 AH0520  DESIGNATION -  MIFFLIN
 AH0520  PID         -  AH0520
 AH0520  STATE/COUNTY-  TX/KENEDY
 AH0520  USGS QUAD   -  TURCOTTE (1979)
 AH0520
 AH0520                         *CURRENT SURVEY CONTROL
 AH0520  ___________________________________________________________________
 AH0520* NAD 83(1993)-  27 05 41.64666(N)    097 47 26.11828(W)     ADJUSTED  
 AH0520* NAVD 88     -        11.392  (meters)      37.38   (feet)  POSTED    
 AH0520  ___________________________________________________________________
 AH0520  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AH0520  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH0520  DYNAMIC HT  -          11.370 (meters)      37.30  (feet)  COMP
 AH0520  MODELED GRAV-     979,085.1   (mgal)                       NAVD 88
 AH0520
 AH0520  HORZ ORDER  -  THIRD
 AH0520  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AH0520
 AH0520.The horizontal coordinates were established by classical geodetic methods
 AH0520.and adjusted by the National Geodetic Survey in February 1996..
 AH0520
 AH0520.The orthometric height was determined by differential leveling
 AH0520.and adjusted by the National Geodetic Survey in 1992..
 AH0520.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AH0520.rate greater than 8.0 mm/km.
 AH0520
 AH0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0520
 AH0520.The geoid height was determined by GEOID03.
 AH0520
 AH0520.The dynamic height is computed by dividing the NAVD 88
 AH0520.geopotential number by the normal gravity value computed on the
 AH0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0520.degrees latitude (g = 980.6199 gals.).
 AH0520
 AH0520.The modeled gravity was interpolated from observed gravity values.
 AH0520
 AH0520;                    North         East     Units Scale Factor Converg.
 AH0520;SPC TX S     - 5,158,434.063   370,345.686   MT  0.99989613   +0 19 19.5
 AH0520;SPC TX S     -16,923,962.42  1,215,042.47   sFT  0.99989613   +0 19 19.5
 AH0520;UTM  14      - 2,997,522.968   619,896.352   MT  0.99977746   +0 33 03.3
 AH0520
 AH0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0520!SPC TX S     -   1.00000213  x   0.99989613  =   0.99989826
 AH0520!UTM  14      -   1.00000213  x   0.99977746  =   0.99977959
 AH0520
 AH0520:                Primary Azimuth Mark                     Grid Az
 AH0520:SPC TX S     -  MIFFLIN AZ MK                            177 35 55.7
 AH0520:UTM  14      -  MIFFLIN AZ MK                            177 22 11.9
 AH0520
 AH0520|---------------------------------------------------------------------|
 AH0520| PID    Reference Object                     Distance      Geod. Az  |
 AH0520|                                                           dddmmss.s |
 AH0520| AH0523 MIFFLIN AZ MK                                      1775515.2 |
 AH0520| AH0524 MIFFLIN RM 3                                       18253     |
 AH0520| AH0522 MIFFLIN RM 1                         11.385 METERS 24109     |
 AH0520| AH0519 MIFFLIN RM 2                         14.123 METERS 31817     |
 AH0520|---------------------------------------------------------------------|
 AH0520
 AH0520                          SUPERSEDED SURVEY CONTROL
 AH0520
 AH0520  NAD 83(1986)-  27 05 41.66228(N)    097 47 26.09026(W) AD(       ) 3
 AH0520  NAD 27      -  27 05 40.48400(N)    097 47 25.10600(W) AD(       ) 3
 AH0520  NGVD 29 (??/??/92)   11.481  (m)           37.67   (f) ADJ UNCH    1 2
 AH0520
 AH0520.Superseded values are not recommended for survey control.
 AH0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0520.See file dsdata.txt to determine how the superseded data were derived.
 AH0520
 AH0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1989697523(NAD 83)
 AH0520_MARKER: DS = TRIANGULATION STATION DISK
 AH0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0520_STAMPING: MIFFLIN 1950
 AH0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0520+STABILITY: SURFACE MOTION
 AH0520
 AH0520  HISTORY     - Date     Condition        Report By
 AH0520  HISTORY     - 1950     MONUMENTED       CGS
 AH0520  HISTORY     - 1950     GOOD             CGS
 AH0520  HISTORY     - 1951     GOOD             CGS
 AH0520  HISTORY     - 1951     GOOD             NGS
 AH0520  HISTORY     - 1952     GOOD             HUMBLE
 AH0520  HISTORY     - 1953     GOOD             USGS
 AH0520  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AH0520  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0520  HISTORY     - 1985     GOOD             AEROS
 AH0520  HISTORY     - 1988     GOOD             USPSQD
 AH0520  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AH0520
 AH0520                          STATION DESCRIPTION
 AH0520
 AH0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH0520'THE STATION IS LOCATED ABOUT 0.45 MILE SOUTH OF THE MIFFLIN
 AH0520'RAILROAD STATION ON THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 77.
 AH0520'IT IS ABOUT 0.25 OF A MILE EAST OF THE MO. PAC. RAILROAD TRACKS,
 AH0520'0.05 MILE SOUTH OF A CEMENT BRIDGE, 58.0 FEET WEST OF THE
 AH0520'CENTER OF U.S. HIGHWAY NO. 77 AND 32.6 FEET EAST OF A FENCE.
 AH0520'IT IS SET FLUSH AND IS STAMPED MIFFLIN 1950.
 AH0520'
 AH0520'REFERENCE MARK NO. 1 IS 90.0 FEET WEST OF THE CENTER OF
 AH0520'U.S. HIGHWAY NO. 77, 21.0 FEET SOUTH OF A WITNESS POST AND
 AH0520'0.6 FOOT EAST OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 AH0520'MIFFLIN NO 1 1950.
 AH0520'
 AH0520'REFERENCE MARK NO. 2 IS 90.0 FEET WEST OF THE CENTER OF
 AH0520'U.S. HIGHWAY NO. 77, 31.6 FEET NORTH OF A WITNESS POST AND
 AH0520'0.6 FOOT EAST OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 AH0520'MIFFLIN NO 2 1950.
 AH0520'
 AH0520'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AH0520'NO. 2 IS 56.65 FEET.
 AH0520'
 AH0520'THE AZIMUTH MARK IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 AH0520'NO. 77, 90.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 77,
 AH0520'2.0 FEET NORTH OF A WITNESS POST AND 0.7 FOOT WEST OF A
 AH0520'WOVEN WIRE FENCE.  IT IS SET FLUSH AND IS STAMPED MIFFLIN
 AH0520'1950.
 AH0520'
 AH0520'TO REACH THE STATION FROM MIFFLIN, GO SOUTH ON U.S. HIGHWAY
 AH0520'NO. 77 FOR 0.45 MILE AND THE STATION ON THE RIGHT AS DESCRIBED.
 AH0520'
 AH0520'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 AH0520'HIGHWAY NO. 77 FOR 0.35 MILE AND THE AZIMUTH MARK ON THE
 AH0520'LEFT AS DESCRIBED.
 AH0520
 AH0520                          STATION RECOVERY (1950)
 AH0520
 AH0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH0520'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN
 AH0520'GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY R.L. ENGDAHL
 AH0520'IS ADEQUATE AND COMPLETE.
 AH0520
 AH0520                          STATION RECOVERY (1951)
 AH0520
 AH0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0520'6.4 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS,
 AH0520'BROWNSVILLE AND MEXICO RAILROAD STATION AT TURCOTTE, 0.5
 AH0520'MILE SOUTHEAST OF THE RAILROAD STATION AT MIFFLIN, 0.05 MILE
 AH0520'SOUTH OF A CONCRETE BRIDGE, 58 FEET WEST OF THE CENTER LINE
 AH0520'OF THE HIGHWAY, 186 FEET SOUTH OF THE MOST NORTHERLY ONE OF
 AH0520'TWO POWER POLES, 33 FEET EAST OF A FENCE, 33 FEET EAST OF A
 AH0520'WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP
 AH0520'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AH0520'MIFFLIN 1950.
 AH0520'
 AH0520'MIFFLIN R.M. 1 IS 37.3 FEET SOUTHWEST OF TRIANGULATION STATION
 AH0520'MIFFLIN 1950, 89 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AH0520'0.8 FOOT EAST OF A FENCE, 21 FEET SOUTH OF A WITNESS POST,
 AH0520'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 AH0520'WHICH IS FLUSH WITH THE GROUND, STAMPED MIFFLIN 1950.
 AH0520'
 AH0520'MIFFLIN R.M. 2 IS 46.4 FEET NORTHWEST OF TRIANGULATION STATION
 AH0520'MIFFLIN 1950, 89 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AH0520'151 FEET SOUTH OF THE MOST NORTHERLY ONE OF TWO POWER POLES,
 AH0520'0.8 FOOT EAST OF A FENCE, 31 FEET NORTH OF A WITNESS POST,
 AH0520'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 AH0520'WHICH IS FLUSH WITH THE GROUND, STAMPED MIFFLIN NO 2 1950.
 AH0520'
 AH0520'MIFFLIN AZIMUTH 1950 IS 0.4 MILE SOUTH OF TRIANGULATION
 AH0520'STATION MIFFLIN 1950, 0.4 MILE SOUTH OF A CONCRETE BRIDGE, 91
 AH0520'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTH
 AH0520'OF A TELEPHONE POLE, 0.8 FOOT WEST OF A FENCE, 2 FEET NORTH
 AH0520'OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF
 AH0520'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AH0520'MIFFLIN 1950.
 AH0520'
 AH0520'ALL MARKS ARE IN GOOD CONDITION.
 AH0520
 AH0520                          STATION RECOVERY (1951)
 AH0520
 AH0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0520'6.4 MI N FROM TURCOTTE.
 AH0520'6.4 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AH0520'AND MEXICO RAILROAD STATION SIGN AT TURCOTTE, 0.5 MILE SOUTHEAST OF
 AH0520'THE RAILROAD STATION AT MIFFLIN, 0.05 MILE SOUTH OF A CONCRETE BRIDGE,
 AH0520'58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 186 FEET SOUTH OF THE
 AH0520'MOST NORTHERLY ONE OF TWO POWER POLES, 33 FEET EAST OF A FENCE, 33
 AH0520'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0520'IS FLUSH WITH THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0520
 AH0520                          STATION RECOVERY (1952)
 AH0520
 AH0520'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1952
 AH0520'STATION RECOVERED BY HUMBLE OIL AND REFINING COMPANY SURVEY
 AH0520'PARTY.  DESCRIPTION IS UNCHANGED.  REFERENCE MARKS AND AZIMUTH
 AH0520'MARK IN GOOD CONDITION.
 AH0520'
 AH0520'SURFACE MARK OF STATION HAS BEEN DISTURBED AND BROKEN OFF
 AH0520'APPROXIMATELY 12 IN BELOW GROUND.  UNDERGROUND MARK IS IN
 AH0520'GOOD CONDITION.
 AH0520
 AH0520                          STATION RECOVERY (1953)
 AH0520
 AH0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AH0520'STATION STAMPED MIFFLIN 1950 WAS FOUND AS DESCRIBED.  HOWEVER,
 AH0520'IT WAS FOUND THAT THE STATION WAS IN A SLIGHTLY TILTED POSITION.
 AH0520'PIECES OF THE CONCRETE POST WERE FOUND NEARBY.  SINCE THE
 AH0520'ROAD BED OF THE HIGHWAY HAD BEEN WORKED ON BY THE HWY.
 AH0520'DEPARTMENT, THE STATION MUST BE CONSIDERED AS DISTURBED AND
 AH0520'DESTROYED.
 AH0520'
 AH0520'REF. MK. NO. 1 AND REF. MK. NO. 2 WERE FOUND AS DESCRIBED.
 AH0520'SINCE THE SAND COVERS THE BMS SO QUICKLY, THE REF. MKS. MAY
 AH0520'BE A LITTLE DEEPER THAN DESCRIBED.
 AH0520
 AH0520                          STATION RECOVERY (1974)
 AH0520
 AH0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH0520'THE STATION SUB-SURFACE MARK, REFERENCE MARKS 1 AND 2 AND
 AH0520'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 AH0520'THE STATION SURFACE MARK WAS FOUND BROKEN OFF.  THE STATION
 AH0520'SUB-SURFACE MARK POINT WAS HELD AND A NEW STATION SURFACE
 AH0520'MARK WAS SET.  THE 1950 AZIMUTH MARK WILL BE DESTROYED BY
 AH0520'ROAD CONSTRUCTION IN THE FUTURE.  REFERENCE MARK NO. 3 WAS
 AH0520'ESTABLISHED.
 AH0520'
 AH0520'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE CHECKED.
 AH0520'
 AH0520'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AH0520'
 AH0520'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF SARITA, 6
 AH0520'MILES NORTH OF TURCOTTE RAILROAD SIDING, 1/2 MILE SOUTH OF
 AH0520'MIFFLIN RAILROAD SIDING AND ON THE WEST RIGHT-OF-WAY OF U.S.
 AH0520'HWY. 77.
 AH0520'
 AH0520'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO
 AH0520'EAST ON MAIN SURFACE ROAD FOR 0.15 MILE TO THE INTERSECTION
 AH0520'OF U.S. HWY. 77.  TURN RIGHT AND GO SOUTH ON U.S. HWY. 77
 AH0520'FOR 8.6 MILES TO MIFFLIN RAILROAD SIDING ON THE RIGHT,
 AH0520'CONTINUE SOUTH ON U.S. HWY. 77 FOR 0.5 MILE TO STATION ON
 AH0520'THE RIGHT, JUST AFTER CROSSING BRIDGE.
 AH0520'
 AH0520'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AH0520'CONCRETE POST, THAT IS ABOUT 8-INCHES BELOW THE SURFACE OF
 AH0520'THE GROUND AND IS STAMPED MIFFLIN 1950 1974.  IT IS 307 FEET
 AH0520'SOUTH OF THE SOUTH END OF THE WEST ABUTMENT OF BRIDGE, 58
 AH0520'FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77, 34 FEET EAST
 AH0520'OF THE FENCE-LINE AND 33 FEET EAST OF A METAL WITNESS POST.
 AH0520'
 AH0520'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 AH0520'A SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND
 AH0520'IS STAMPED MIFFLIN NO 1 1950.  IT IS 90 FEET WEST OF THE
 AH0520'CENTER-LINE OF U.S. HWY. 77, 22 FEET SOUTH OF A METAL WITNESS
 AH0520'POST AND 1.5 FEET EAST OF THE FENCELINE.
 AH0520'
 AH0520'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF
 AH0520'A SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND
 AH0520'IS STAMPED MIFFLIN NO 2 1950.  IT IS 90 FEET WEST OF THE
 AH0520'CENTER-LINE OF U.S. HWY. 77, 31 FEET NORTH OF A METAL WITNESS
 AH0520'POST AND 1.5 FEET EAST OF THE FENCELINE.
 AH0520'
 AH0520'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF
 AH0520'A ROUND CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS
 AH0520'STAMPED MIFFLIN 1950 NO. 3 1974.  IT IS 90 FEET WEST OF THE
 AH0520'CENTER-LINE OF U.S. HWY. 77, 2.8 FEET NORTH OF A 12-INCH
 AH0520'BRACED FENCE-POST, 2.8 FEET SOUTH OF A METAL WITNESS POST
 AH0520'AND 0.6 FOOT EAST OF THE FENCE-LINE.
 AH0520'
 AH0520'TO REACH REFERENCE MARK NO. 3 FROM THE STATION, GO SOUTH
 AH0520'ON U.S. HWY. 77 FOR 0.35 MILE TO MARK ON THE RIGHT, AT A
 AH0520'12-INCH BRACED FENCE-POST IN FENCE-LINE.
 AH0520'
 AH0520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SARITA
 AH0520'9-1/2 MILES S
 AH0520
 AH0520                          STATION RECOVERY (1981)
 AH0520
 AH0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0520'MARK NOT RECOVERED, ASSUMED REPLACED BY MUFFLIN 1950 1974.
 AH0520
 AH0520                          STATION RECOVERY (1985)
 AH0520
 AH0520'RECOVERY NOTE BY AERO SERVICE CORPORATION 1985 (JVS)
 AH0520'MIFFLIN 1950/1974 STATION FOUND AS DESCRIBED IN GOOD CONDITION.
 AH0520'STANDARD DISK IN A CONCRETE POST 8 INCHES BELOW GROUND.  STATION IS
 AH0520'307 FEET S. OF BRIDGE ABUTMENT, AND 58 FEET W. OF CENTERLINE
 AH0520'HWY. 77.
 AH0520'
 AH0520'MIFFLIN NO 1 1950 RM 1 WAS ALSO RECOVERED IN GOOD CONDITION.
 AH0520
 AH0520                          STATION RECOVERY (1988)
 AH0520
 AH0520'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0520'RECOVERED IN GOOD CONDITION.
 AH0520
 AH0520                          STATION RECOVERY (2004)
 AH0520
 AH0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0521 ***********************************************************************
 AH0521  DESIGNATION -  MIFFLIN 1950 1974
 AH0521  PID         -  AH0521
 AH0521  STATE/COUNTY-  TX/KENEDY
 AH0521  USGS QUAD   -  TURCOTTE (1979)
 AH0521
 AH0521                         *CURRENT SURVEY CONTROL
 AH0521  ___________________________________________________________________
 AH0521* NAD 83(1986)-  27 05 41.     (N)    097 47 28.     (W)     SCALED    
 AH0521* NAVD 88     -        11.349  (meters)      37.23   (feet)  ADJUSTED  
 AH0521  ___________________________________________________________________
 AH0521  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH0521  DYNAMIC HT  -          11.331 (meters)      37.18  (feet)  COMP
 AH0521  MODELED GRAV-     979,085.1   (mgal)                       NAVD 88
 AH0521
 AH0521  VERT ORDER  -  FIRST     CLASS II
 AH0521
 AH0521.The horizontal coordinates were scaled from a topographic map and have
 AH0521.an estimated accuracy of +/- 6 seconds.
 AH0521
 AH0521.The orthometric height was determined by differential leveling
 AH0521.and adjusted by the National Geodetic Survey in June 1991..
 AH0521
 AH0521.The geoid height was determined by GEOID03.
 AH0521
 AH0521.The dynamic height is computed by dividing the NAVD 88
 AH0521.geopotential number by the normal gravity value computed on the
 AH0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0521.degrees latitude (g = 980.6199 gals.).
 AH0521
 AH0521.The modeled gravity was interpolated from observed gravity values.
 AH0521
 AH0521;                    North         East    Units  Estimated Accuracy
 AH0521;SPC TX S     - 5,158,410.      370,290.      MT  (+/- 180 meters Scaled)
 AH0521
 AH0521                          SUPERSEDED SURVEY CONTROL
 AH0521
 AH0521.No superseded survey control is available for this station.
 AH0521
 AH0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ198975(NAD 83)
 AH0521_MARKER: DS = TRIANGULATION STATION DISK
 AH0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0521_STAMPING: MIFFLIN 1950 1974
 AH0521_MARK LOGO: NGS   
 AH0521_PROJECTION: FLUSH
 AH0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0521+STABILITY: SURFACE MOTION
 AH0521
 AH0521  HISTORY     - Date     Condition        Report By
 AH0521  HISTORY     - 1974     MONUMENTED       NGS
 AH0521  HISTORY     - 1981     GOOD             NGS
 AH0521  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AH0521
 AH0521                          STATION DESCRIPTION
 AH0521
 AH0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0521'9 MI S FROM SARITA.
 AH0521'FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15
 AH0521'MILE TO THE INTERSECTION OF U.S. HWY. 77, TURN RIGHT AND GO SOUTH ON
 AH0521'U.S. HWY. 77 FOR 8.6 MILES TO THE MIFFLIN RAILROAD SIDING ON THE
 AH0521'RIGHT, CONTINUE SOUTH ON U.S. HWY. 77 FOR 0.5 MILE TO MARK ON THE
 AH0521'RIGHT, JUST AFTER CROSSING BRIDGE.  STANDARD TRIANGULATION STATION
 AH0521'DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS ABOUT 8-INCHES
 AH0521'BELOW THE SURFACE OF THE GROUND AND IS STAMPED MIFFLIN 1950 1974.  IT
 AH0521'IS 307 FEET SOUTH OF THE SOUTH END OF THE WEST ABUTMENT OF BRIDGE, 58
 AH0521'FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77, 34 FEET EAST OF THE
 AH0521'FENCE-LINE AND 33 FEET EAST OF A METAL WITNESS POST.
 AH0521
 AH0521                          STATION RECOVERY (1981)
 AH0521
 AH0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0521'RECOVERED THIS DATE.  NOTE-14.4 KM (8.95 MI) SOUTH ALONG U.S. HIGHWAY
 AH0521'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0521'POST OFFICE IN SARITA.
 AH0521
 AH0521                          STATION RECOVERY (2004)
 AH0521
 AH0521'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0523 ***********************************************************************
 AH0523  DESIGNATION -  MIFFLIN AZ MK
 AH0523  PID         -  AH0523
 AH0523  STATE/COUNTY-  TX/KENEDY
 AH0523  USGS QUAD   -  TURCOTTE (1979)
 AH0523
 AH0523                         *CURRENT SURVEY CONTROL
 AH0523  ___________________________________________________________________
 AH0523* NAD 83(1986)-  27 05 21.     (N)    097 47 24.     (W)     SCALED    
 AH0523* NAVD 88     -        12.621  (meters)      41.41   (feet)  ADJUSTED  
 AH0523  ___________________________________________________________________
 AH0523  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AH0523  DYNAMIC HT  -          12.601 (meters)      41.34  (feet)  COMP
 AH0523  MODELED GRAV-     979,084.9   (mgal)                       NAVD 88
 AH0523
 AH0523  VERT ORDER  -  FIRST     CLASS II
 AH0523
 AH0523.The horizontal coordinates were scaled from a topographic map and have
 AH0523.an estimated accuracy of +/- 6 seconds.
 AH0523
 AH0523.The orthometric height was determined by differential leveling
 AH0523.and adjusted by the National Geodetic Survey in June 1991..
 AH0523
 AH0523.The geoid height was determined by GEOID03.
 AH0523
 AH0523.The dynamic height is computed by dividing the NAVD 88
 AH0523.geopotential number by the normal gravity value computed on the
 AH0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0523.degrees latitude (g = 980.6199 gals.).
 AH0523
 AH0523.The modeled gravity was interpolated from observed gravity values.
 AH0523
 AH0523;                    North         East    Units  Estimated Accuracy
 AH0523;SPC TX S     - 5,157,800.      370,410.      MT  (+/- 180 meters Scaled)
 AH0523
 AH0523                          SUPERSEDED SURVEY CONTROL
 AH0523
 AH0523  NGVD 29 (??/??/92)   12.704  (m)           41.68   (f) ADJ UNCH    1 2
 AH0523
 AH0523.Superseded values are not recommended for survey control.
 AH0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0523.See file dsdata.txt to determine how the superseded data were derived.
 AH0523
 AH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ199968(NAD 83)
 AH0523_MARKER: DZ = AZIMUTH MARK DISK
 AH0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0523_STAMPING: MIFFLIN 1950
 AH0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0523+STABILITY: SURFACE MOTION
 AH0523
 AH0523  HISTORY     - Date     Condition        Report By
 AH0523  HISTORY     - 1950     MONUMENTED       CGS
 AH0523  HISTORY     - 1951     GOOD             NGS
 AH0523  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0523  HISTORY     - 1988     GOOD             USPSQD
 AH0523
 AH0523                          STATION DESCRIPTION
 AH0523
 AH0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0523'6.0 MI N FROM TURCOTTE.
 AH0523'6.0 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AH0523'AND MEXICO RAILROAD STATION SIGN AT TURCOTTE, 0.4 MILE SOUTH OF A
 AH0523'CONCRETE BRIDGE, 0.4 MILE SOUTH OF TRIANGULATION STATION MIFFLIN 1950,
 AH0523'91 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTH OF A
 AH0523'TELEPHONE POLE, 0.8 FOOT WEST OF A FENCE, 2 FEET NORTH OF A WITNESS
 AH0523'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AH0523'GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0523
 AH0523                          STATION RECOVERY (1981)
 AH0523
 AH0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0523'NOT RECOVERED THIS DATE, PROBABLY TAKEN OUT BY HIGHWAY EQUIPMENT.
 AH0523
 AH0523                          STATION RECOVERY (1988)
 AH0523
 AH0523'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0522 ***********************************************************************
 AH0522  DESIGNATION -  MIFFLIN RM 1
 AH0522  PID         -  AH0522
 AH0522  STATE/COUNTY-  TX/KENEDY
 AH0522  USGS QUAD   -  TURCOTTE (1979)
 AH0522
 AH0522                         *CURRENT SURVEY CONTROL
 AH0522  ___________________________________________________________________
 AH0522* NAD 83(1986)-  27 05 41.     (N)    097 47 28.     (W)     SCALED    
 AH0522* NAVD 88     -        11.447  (meters)      37.56   (feet)  ADJUSTED  
 AH0522  ___________________________________________________________________
 AH0522  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH0522  DYNAMIC HT  -          11.429 (meters)      37.50  (feet)  COMP
 AH0522  MODELED GRAV-     979,085.1   (mgal)                       NAVD 88
 AH0522
 AH0522  VERT ORDER  -  FIRST     CLASS II
 AH0522
 AH0522.The horizontal coordinates were scaled from a topographic map and have
 AH0522.an estimated accuracy of +/- 6 seconds.
 AH0522
 AH0522.The orthometric height was determined by differential leveling
 AH0522.and adjusted by the National Geodetic Survey in June 1991..
 AH0522
 AH0522.The geoid height was determined by GEOID03.
 AH0522
 AH0522.The dynamic height is computed by dividing the NAVD 88
 AH0522.geopotential number by the normal gravity value computed on the
 AH0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0522.degrees latitude (g = 980.6199 gals.).
 AH0522
 AH0522.The modeled gravity was interpolated from observed gravity values.
 AH0522
 AH0522;                    North         East    Units  Estimated Accuracy
 AH0522;SPC TX S     - 5,158,410.      370,290.      MT  (+/- 180 meters Scaled)
 AH0522
 AH0522                          SUPERSEDED SURVEY CONTROL
 AH0522
 AH0522  NGVD 29 (??/??/92)   11.530  (m)           37.83   (f) ADJ UNCH    1 2
 AH0522
 AH0522.Superseded values are not recommended for survey control.
 AH0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0522.See file dsdata.txt to determine how the superseded data were derived.
 AH0522
 AH0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ198975(NAD 83)
 AH0522_MARKER: DR = REFERENCE MARK DISK
 AH0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0522_STAMPING: MIFFLIN NO 1 1950
 AH0522_MARK LOGO: CGS   
 AH0522_PROJECTION: FLUSH
 AH0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0522+STABILITY: SURFACE MOTION
 AH0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0522+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AH0522
 AH0522  HISTORY     - Date     Condition        Report By
 AH0522  HISTORY     - 1950     MONUMENTED       CGS
 AH0522  HISTORY     - 1951     GOOD             NGS
 AH0522  HISTORY     - 1981     GOOD             NGS
 AH0522  HISTORY     - 1988     GOOD             USPSQD
 AH0522  HISTORY     - 20040201 GOOD             USPSQD
 AH0522
 AH0522                          STATION DESCRIPTION
 AH0522
 AH0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0522'6.4 MI N FROM TURCOTTE.
 AH0522'6.4 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AH0522'AND MEXICO RAILROAD STATION SIGN AT TURCOTTE, 0.5 MILE SOUTHEAST OF
 AH0522'THE RAILROAD STATION AT MIFFLIN, 0.05 MILE SOUTH OF A CONCRETE BRIDGE,
 AH0522'89 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 37.3 FEET SOUTHWEST OF
 AH0522'TRIANGULATION STATION MIFFLIN 1950, 0.8 FOOT EAST OF A FENCE, 21 FEET
 AH0522'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 AH0522'FLUSH WITH THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0522
 AH0522                          STATION RECOVERY (1981)
 AH0522
 AH0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0522'RECOVERED THIS DATE.  NOTE-14.4 KM (8.95 MI) SOUTH ALONG U.S. HIGHWAY
 AH0522'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0522'POST OFFICE IN SARITA.
 AH0522
 AH0522                          STATION RECOVERY (1988)
 AH0522
 AH0522'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0522'RECOVERED IN GOOD CONDITION.
 AH0522
 AH0522                          STATION RECOVERY (2004)
 AH0522
 AH0522'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0519 ***********************************************************************
 AH0519  DESIGNATION -  MIFFLIN RM 2
 AH0519  PID         -  AH0519
 AH0519  STATE/COUNTY-  TX/KENEDY
 AH0519  USGS QUAD   -  TURCOTTE (1979)
 AH0519
 AH0519                         *CURRENT SURVEY CONTROL
 AH0519  ___________________________________________________________________
 AH0519* NAD 83(1986)-  27 05 41.     (N)    097 47 28.     (W)     SCALED    
 AH0519* NAVD 88     -        11.391  (meters)      37.37   (feet)  ADJUSTED  
 AH0519  ___________________________________________________________________
 AH0519  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH0519  DYNAMIC HT  -          11.373 (meters)      37.31  (feet)  COMP
 AH0519  MODELED GRAV-     979,085.1   (mgal)                       NAVD 88
 AH0519
 AH0519  VERT ORDER  -  FIRST     CLASS II
 AH0519
 AH0519.The horizontal coordinates were scaled from a topographic map and have
 AH0519.an estimated accuracy of +/- 6 seconds.
 AH0519
 AH0519.The orthometric height was determined by differential leveling
 AH0519.and adjusted by the National Geodetic Survey in June 1991..
 AH0519
 AH0519.The geoid height was determined by GEOID03.
 AH0519
 AH0519.The dynamic height is computed by dividing the NAVD 88
 AH0519.geopotential number by the normal gravity value computed on the
 AH0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0519.degrees latitude (g = 980.6199 gals.).
 AH0519
 AH0519.The modeled gravity was interpolated from observed gravity values.
 AH0519
 AH0519;                    North         East    Units  Estimated Accuracy
 AH0519;SPC TX S     - 5,158,410.      370,290.      MT  (+/- 180 meters Scaled)
 AH0519
 AH0519                          SUPERSEDED SURVEY CONTROL
 AH0519
 AH0519  NGVD 29 (??/??/92)   11.486  (m)           37.68   (f) ADJ UNCH    1 2
 AH0519
 AH0519.Superseded values are not recommended for survey control.
 AH0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0519.See file dsdata.txt to determine how the superseded data were derived.
 AH0519
 AH0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ198975(NAD 83)
 AH0519_MARKER: DR = REFERENCE MARK DISK
 AH0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0519_STAMPING: MIFFLIN NO 2 1950
 AH0519_MARK LOGO: CGS   
 AH0519_PROJECTION: FLUSH
 AH0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0519+STABILITY: SURFACE MOTION
 AH0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0519+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AH0519
 AH0519  HISTORY     - Date     Condition        Report By
 AH0519  HISTORY     - 1950     MONUMENTED       CGS
 AH0519  HISTORY     - 1951     GOOD             NGS
 AH0519  HISTORY     - 1981     GOOD             NGS
 AH0519  HISTORY     - 1988     GOOD             USPSQD
 AH0519  HISTORY     - 20040201 GOOD             USPSQD
 AH0519
 AH0519                          STATION DESCRIPTION
 AH0519
 AH0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0519'6.4 MI N FROM TURCOTTE.
 AH0519'6.4 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AH0519'AND MEXICO RAILROAD STATION SIGN AT TURCOTTE, 0.5 MILE SOUTHEAST OF
 AH0519'THE STATION AT MIFFLIN, 0.05 MILE SOUTH OF A CONCRETE BRIDGE, 89 FEET
 AH0519'WEST OF THE CENTER LINE OF THE HIGHWAY, 151 FEET SOUTH OF THE MOST
 AH0519'NORTHERLY ONE OF TWO POWER POLES, 46.4 FEET NORTHWEST OF TRIANGULATION
 AH0519'STATION MIFFLIN 1950, 0.8 FOOT EAST OF A FENCE, 31 FEET NORTH OF A
 AH0519'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AH0519'THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0519
 AH0519                          STATION RECOVERY (1981)
 AH0519
 AH0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0519'RECOVERED THIS DATE.  NOTE-4.4 KM (8.95 MI) SOUTH ALONG U.S. HIGHWAY
 AH0519'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0519'POST OFFICE IN SARITA.
 AH0519
 AH0519                          STATION RECOVERY (1988)
 AH0519
 AH0519'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0519'RECOVERED IN GOOD CONDITION.
 AH0519
 AH0519                          STATION RECOVERY (2004)
 AH0519
 AH0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0524 ***********************************************************************
 AH0524  DESIGNATION -  MIFFLIN RM 3
 AH0524  PID         -  AH0524
 AH0524  STATE/COUNTY-  TX/KENEDY
 AH0524  USGS QUAD   -  TURCOTTE (1979)
 AH0524
 AH0524                         *CURRENT SURVEY CONTROL
 AH0524  ___________________________________________________________________
 AH0524* NAD 83(1986)-  27 05 20.     (N)    097 47 30.     (W)     SCALED    
 AH0524* NAVD 88     -        11.391  (meters)      37.37   (feet)  ADJUSTED  
 AH0524  ___________________________________________________________________
 AH0524  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AH0524  DYNAMIC HT  -          11.373 (meters)      37.31  (feet)  COMP
 AH0524  MODELED GRAV-     979,084.8   (mgal)                       NAVD 88
 AH0524
 AH0524  VERT ORDER  -  FIRST     CLASS II
 AH0524
 AH0524.The horizontal coordinates were scaled from a topographic map and have
 AH0524.an estimated accuracy of +/- 6 seconds.
 AH0524
 AH0524.The orthometric height was determined by differential leveling
 AH0524.and adjusted by the National Geodetic Survey in June 1991..
 AH0524
 AH0524.The geoid height was determined by GEOID03.
 AH0524
 AH0524.The dynamic height is computed by dividing the NAVD 88
 AH0524.geopotential number by the normal gravity value computed on the
 AH0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0524.degrees latitude (g = 980.6199 gals.).
 AH0524
 AH0524.The modeled gravity was interpolated from observed gravity values.
 AH0524
 AH0524;                    North         East    Units  Estimated Accuracy
 AH0524;SPC TX S     - 5,157,770.      370,240.      MT  (+/- 180 meters Scaled)
 AH0524
 AH0524                          SUPERSEDED SURVEY CONTROL
 AH0524
 AH0524.No superseded survey control is available for this station.
 AH0524
 AH0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ197968(NAD 83)
 AH0524_MARKER: DR = REFERENCE MARK DISK
 AH0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0524_STAMPING: MIFFLIN 1950 NO 3 1974
 AH0524_MARK LOGO: NGS   
 AH0524_PROJECTION: FLUSH
 AH0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0524+STABILITY: SURFACE MOTION
 AH0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0524+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AH0524
 AH0524  HISTORY     - Date     Condition        Report By
 AH0524  HISTORY     - 1974     MONUMENTED       NGS
 AH0524  HISTORY     - 1981     GOOD             NGS
 AH0524  HISTORY     - 20040201 GOOD             USPSQD
 AH0524
 AH0524                          STATION DESCRIPTION
 AH0524
 AH0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0524'9.5 MI S FROM SARITA.
 AH0524'FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15
 AH0524'MILE TO THE INTERSECTION OF U.S. HWY. 77, TURN RIGHT AND GO SOUTH ON
 AH0524'U.S. HWY. 77 FOR 8.6 MILES TO MIFFLIN RAILROAD SIDING ON THE RIGHT,
 AH0524'CONTINUE SOUTH ON U.S. HWY. 77 FOR 0.85 MILE TO MARK ON THE RIGHT.
 AH0524'STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST
 AH0524'THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED MIFFLIN 1950 NO 3 1974. IT
 AH0524'IS 90 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77, 2.8 FEET NORTH OF
 AH0524'A 12-INCH BRACED FENCE-POST, 2.8 FEET SOUTH OF A METAL WITNESS POST
 AH0524'AND 0.6 FOOT EAST OF THE FENCE-LINE.
 AH0524
 AH0524                          STATION RECOVERY (1981)
 AH0524
 AH0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0524'RECOVERED THIS DATE.  NOTE-15.1 KM (9.35 MI) SOUTH ALONG U.S. HIGHWAY
 AH0524'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0524'POST OFFICE IN SARITA.
 AH0524
 AH0524                          STATION RECOVERY (2004)
 AH0524
 AH0524'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0638 ***********************************************************************
 AO0638  DESIGNATION -  MIGUEL
 AO0638  PID         -  AO0638
 AO0638  STATE/COUNTY-  TX/MCMULLEN
 AO0638  USGS QUAD   -  SAN MIGUEL RANCH (1969)
 AO0638
 AO0638                         *CURRENT SURVEY CONTROL
 AO0638  ___________________________________________________________________
 AO0638* NAD 83(1993)-  28 37 54.16763(N)    098 40 14.91989(W)     ADJUSTED  
 AO0638* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 AO0638  ___________________________________________________________________
 AO0638  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AO0638  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AO0638
 AO0638  HORZ ORDER  -  FIRST
 AO0638
 AO0638.The horizontal coordinates were established by classical geodetic methods
 AO0638.and adjusted by the National Geodetic Survey in February 1996..
 AO0638
 AO0638.The orthometric height was scaled from a topographic map.
 AO0638
 AO0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0638
 AO0638.The geoid height was determined by GEOID03.
 AO0638
 AO0638;                    North         East     Units Scale Factor Converg.
 AO0638;SPC TXSC     - 4,088,529.167   632,186.807   MT  0.99993798   +0 09 40.6
 AO0638;SPC TXSC     -13,413,782.78  2,074,099.55   sFT  0.99993798   +0 09 40.6
 AO0638;UTM  14      - 3,167,228.006   532,176.067   MT  0.99961278   +0 09 27.9
 AO0638
 AO0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0638!SPC TXSC     -   0.99998467  x   0.99993798  =   0.99992265
 AO0638!UTM  14      -   0.99998467  x   0.99961278  =   0.99959746
 AO0638
 AO0638:                Primary Azimuth Mark                     Grid Az
 AO0638:SPC TXSC     -  MIGUEL AZ MK                             075 17 20.9
 AO0638:UTM  14      -  MIGUEL AZ MK                             075 17 33.6
 AO0638
 AO0638|---------------------------------------------------------------------|
 AO0638| PID    Reference Object                     Distance      Geod. Az  |
 AO0638|                                                           dddmmss.s |
 AO0638| CV4814 MIGUEL AZ MK                                       0752701.5 |
 AO0638| CV4815 MIGUEL RM 1                          22.117 METERS 10309     |
 AO0638| CV4816 MIGUEL RM 2                          25.628 METERS 22326     |
 AO0638|---------------------------------------------------------------------|
 AO0638
 AO0638                          SUPERSEDED SURVEY CONTROL
 AO0638
 AO0638  NAD 83(1986)-  28 37 54.17176(N)    098 40 14.89644(W) AD(       ) 1
 AO0638  NAD 27      -  28 37 53.22700(N)    098 40 13.81800(W) AD(       ) 1
 AO0638
 AO0638.Superseded values are not recommended for survey control.
 AO0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0638.See file dsdata.txt to determine how the superseded data were derived.
 AO0638
 AO0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS3217667228(NAD 83)
 AO0638_MARKER: DS = TRIANGULATION STATION DISK
 AO0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0638
 AO0638  HISTORY     - Date     Condition        Report By
 AO0638  HISTORY     - 1952     MONUMENTED       CGS
 AO0638
 AO0638                          STATION DESCRIPTION
 AO0638
 AO0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0638'THE STATION IS LOCATED ABOUT 17 MILES SOUTH OF CHARLOTTE,
 AO0638'13 MILES NORTHWEST OF TILDEN, 20 FEET SOUTH OF A TRACK ROAD,
 AO0638'10 FEET SOUTH OF A FENCE LINE, 9 FEET SOUTH OF A WITNESS
 AO0638'POST, AND ON A BRUSHY RIDGE ON LAND OWNED BY MR. M. FRANKLIN.
 AO0638'
 AO0638'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 173 AND
 AO0638'FARM ROAD 63 IN TILDEN.  GO NORTH ON STATE ROUTE 173 FOR 8.7
 AO0638'MILES TO A POINT WHERE THE ROAD MAKES A SHARP TURN TO THE
 AO0638'RIGHT AND A CATTLE GUARD ON THE RIGHT.  TURN LEFT AND GO
 AO0638'WEST-NORTHWEST ON A GRAVELED ROAD FOR 1.0 MILE TO A ROAD
 AO0638'FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST FOR 2.6 MILES
 AO0638'TO A ROAD FORK AND TWO CATTLE GUARDS.  TAKE THE RIGHT FORK
 AO0638'FOR 6.0 MILES TO A T-INTERSECTION AND A CATTLE GUARD ON THE
 AO0638'RIGHT.  TURN LEFT AND FOLLOW A TRACK ROAD SOUTH FOR 0.8
 AO0638'MILE TO A CORRAL AND THE AZIMUTH MARK ON THE LEFT.  TURN
 AO0638'RIGHT AND FOLLOW A TRACK ROAD WEST FOR 0.1 MILE TO A GATE.
 AO0638'PASS THROUGH THE GATE AND CONTINUE WEST ON THE TRACK ROAD
 AO0638'FOR 0.5 MILE TO THE HIGHEST POINT OF THE RIDGE AND THE
 AO0638'STATION ON THE LEFT.
 AO0638'
 AO0638'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AO0638'CYLINDERS.
 AO0638'
 AO0638'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AO0638'STAMPED MIGUEL 1952.
 AO0638'
 AO0638'REFERENCE MARK NO. 1 IS 47 FEET SOUTH OF A FENCE LINE AND 40
 AO0638'FEET SOUTH OF A TRACK ROAD.  THE MARK PROJECTS 4 INCHES, AND
 AO0638'THE DISK IS STAMPED MIGUEL NO 1 1952.
 AO0638'
 AO0638'REFERENCE MARK NO. 2 IS 60 FEET SOUTH OF A FENCE LINE.  THE
 AO0638'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MIGUEL NO
 AO0638'2 1952.
 AO0638'
 AO0638'THE AZIMUTH MARK IS 25 FEET SOUTHEAST OF A TRACK ROAD, 9
 AO0638'FEET EAST OF A GATE, 7 FEET SOUTHEAST OF A WITNESS POST,
 AO0638'AND IN A CORRAL.  THE MARK PROJECTS 1 INCH, AND THE DISK
 AO0638'IS STAMPED MIGUEL 1952.
 AO0638'
 AO0638'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0589 ***********************************************************************
 AO0589  DESIGNATION -  MIKESKA
 AO0589  PID         -  AO0589
 AO0589  STATE/COUNTY-  TX/LIVE OAK
 AO0589  USGS QUAD   -  CRATER RIDGE (1963)
 AO0589
 AO0589                         *CURRENT SURVEY CONTROL
 AO0589  ___________________________________________________________________
 AO0589* NAD 83(1993)-  28 13 54.82584(N)    098 01 58.76494(W)     ADJUSTED  
 AO0589* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 AO0589  ___________________________________________________________________
 AO0589  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AO0589  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AO0589
 AO0589  HORZ ORDER  -  SECOND
 AO0589
 AO0589.The horizontal coordinates were established by classical geodetic methods
 AO0589.and adjusted by the National Geodetic Survey in February 1996..
 AO0589
 AO0589.The orthometric height was scaled from a topographic map.
 AO0589
 AO0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0589
 AO0589.The geoid height was determined by GEOID03.
 AO0589
 AO0589;                    North         East     Units Scale Factor Converg.
 AO0589;SPC TXSC     - 4,044,566.471   694,915.854   MT  1.00004691   +0 28 25.5
 AO0589;SPC TXSC     -13,269,548.50  2,279,903.10   sFT  1.00004691   +0 28 25.5
 AO0589;SPC TX S     - 5,284,313.323   345,842.870   MT  1.00012519   +0 12 43.3
 AO0589;SPC TX S     -17,336,951.29  1,134,652.82   sFT  1.00012519   +0 12 43.3
 AO0589;UTM  14      - 3,123,269.881   594,877.025   MT  0.99971110   +0 27 26.9
 AO0589
 AO0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0589!SPC TXSC     -   0.99998861  x   1.00004691  =   1.00003552
 AO0589!SPC TX S     -   0.99998861  x   1.00012519  =   1.00011380
 AO0589!UTM  14      -   0.99998861  x   0.99971110  =   0.99969971
 AO0589
 AO0589|---------------------------------------------------------------------|
 AO0589| PID    Reference Object                     Distance      Geod. Az  |
 AO0589|                                                           dddmmss.s |
 AO0589| CV4818 MIKESKA RM 1                         15.421 METERS 02554     |
 AO0589| CV4817 MIKESKA AZ MK                                      0680608.1 |
 AO0589| CV4819 MIKESKA RM 2                         16.432 METERS 14149     |
 AO0589|---------------------------------------------------------------------|
 AO0589
 AO0589                          SUPERSEDED SURVEY CONTROL
 AO0589
 AO0589  NAD 83(1986)-  28 13 54.83226(N)    098 01 58.74421(W) AD(       ) 2
 AO0589  NAD 27      -  28 13 53.81400(N)    098 01 57.73200(W) AD(       ) 2
 AO0589
 AO0589.Superseded values are not recommended for survey control.
 AO0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0589.See file dsdata.txt to determine how the superseded data were derived.
 AO0589
 AO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9487723270(NAD 83)
 AO0589_MARKER: DS = TRIANGULATION STATION DISK
 AO0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0589
 AO0589  HISTORY     - Date     Condition        Report By
 AO0589  HISTORY     - 1953     MONUMENTED       CGS
 AO0589  HISTORY     - 1962     GOOD             USGS
 AO0589  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AO0589
 AO0589                          STATION DESCRIPTION
 AO0589
 AO0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0589'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHEAST OF GEORGE WEST,
 AO0589'3-1/2 MILES SOUTHEAST OF THE RAILROAD SIDING OF MIKESKA AND
 AO0589'NEAR THE EAST SIDE OF A NORTH-SOUTH TIMBER COVERED RIDGE.
 AO0589'
 AO0589'TO REACH THE STATION FROM THE POST OFFICE IN GEORGE WEST, GO
 AO0589'NORTHEAST AND THEN EAST ON FARM ROAD 202 FOR 2.6 MILES TO A
 AO0589'CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON THE GRAVEL ROAD FOR
 AO0589'3.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WESTERLY,
 AO0589'CROSSING THE NEUCES RIVER, FOR 1.3 MILES TO A RAILROAD CROSSING,
 AO0589'CONTINUE WEST FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 AO0589'GO SOUTHERLY ON THE MAIN ROAD FOR 3.2 MILES TO A TRACK ROAD
 AO0589'RIGHT, JUST AFTER CROSSING A DEEP DRAW.  TURN RIGHT AND GO
 AO0589'WESTERLY FOR 0.9 MILE TO A DIM TRACK ROAD LEFT, (THIS IS
 AO0589'0.2 MILE BEFORE REACHING A LOCKED GATE), TURN LEFT ON DIM
 AO0589'TRACK ROAD AND GO SOUTHERLY FOR 0.6 MILE TO A GATE IN AN
 AO0589'EAST-WEST FENCE, JUST NORTH OF AN OIL TANK, PASS THROUGH
 AO0589'THE GATE AND GO SOUTHERLY FOR 0.1 MILE TO THE OIL TANK, TURN
 AO0589'RIGHT AND GO WEST FOR 0.15 MILE TO ANOTHER OIL TANK, CONTINUE
 AO0589'WESTERLY ON THE DIM TRACK ROAD THEN NORTHERLY FOR 0.45 MILE
 AO0589'TO THE STATION AT THE HIGHEST POINT OF THE RIDGE.
 AO0589'
 AO0589'THE STATION MARK, STAMPED MIKESKA 1953, IS A STANDARD DISK SET
 AO0589'IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 AO0589'IS 7.5 FEET EAST OF A FENCE AND 7 FEET SOUTHEAST OF A WHITE
 AO0589'WITNESS POST.
 AO0589'
 AO0589'REFERENCE MARK 1, STAMPED MIKESKA NO 1 1953, IS A STANDARD DISK
 AO0589'SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 AO0589'58 FEET NORTHEAST OF THE FENCE.
 AO0589'
 AO0589'REFERENCE MARK 2, STAMPED MIKESKA NO 2 1953, IS A STANDARD DISK
 AO0589'SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 AO0589'2 FEET EAST OF THE FENCE.
 AO0589'
 AO0589'THE AZIMUTH MARK, STAMPED MIKESKA 1953, IS A STANDARD DISK SET
 AO0589'IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 73
 AO0589'FEET SOUTH OF THE HIGHEST OF THREE TANKS.  2 FEET SOUTHEAST OF A
 AO0589'WHITE WITNESS POST AND AT THE SOUTH CORNER OF A SQUARE FENCE
 AO0589'AROUND TANK BATTERY NO. 1.
 AO0589'
 AO0589'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AO0589
 AO0589                          STATION RECOVERY (1962)
 AO0589
 AO0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AO0589'THE AZIMUTH MARK AND THE REFERENCE MARKS WERE FOUND AS PREVIOUSLY
 AO0589'DESCRIBED.  THE STANDARD DISK FOR THE TRIANGULATION STATION HAD
 AO0589'BEEN SHEARED OFF THE TOP OF THE CONCRETE POST.  THE CONCRETE POST
 AO0589'REMAINS IN ITS ORIGINAL POSITION, BUT THE STANDARD DISK WAS
 AO0589'NOT RECOVERED.
 AO0589
 AO0589                          STATION RECOVERY (1963)
 AO0589
 AO0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AO0589'STATION WAS RECOVERED BUT HAS BEEN DISTURBED.  BRONZE DISK ON
 AO0589'SURFACE MARK HAS BEEN CUT AWAY AND MARKER MOVED SLIGHTLY.
 AO0589'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AO0589'
 AO0589'DIRECTIONS FOR PROCEEDING TO STATION SITE HAVE BEEN CHANGED TO
 AO0589'READ AS FOLLOWS.
 AO0589'
 AO0589'FROM INTERSECTION OF U.S. HIGHWAY 281 AND U.S. HIGHWAY 59 IN
 AO0589'GEORGE WEST, GO EAST 2.8 MILES TO INTERSECTION OF F. M. 799
 AO0589'SOUTH.  TURN RIGHT ON F.M. 799 AND GO SOUTHEASTERLY 3.05 MILES
 AO0589'TO T-ROAD RIGHT.  TURN RIGHT ON COUNTY ROAD AND GO WESTERLY
 AO0589'APPROX. 0.9 MILE ACROSS NUECES RIVER AND RAILROAD TO ROAD
 AO0589'INTERSECTION TO LEFT.  TURN LEFT AND GO SOUTHEASTERLY APPROX.
 AO0589'5.5 MILES TO PRIVATE ROAD RIGHT.  TURN RIGHT GOING
 AO0589'SOUTHWESTERLY ALONG PRIVATE OIL FIELD ROAD AND GO APPROX. 2.5
 AO0589'MILES TO WHERE ROAD TURNS APPROX. 90 DEGREES RIGHT AND BEARS
 AO0589'NORTHWESTERLY.  FOLLOW IN A NORTHWESTERLY DIRECTION
 AO0589'APPROXIMATELY 1 MILE ALONG FENCE LINE TO STATION ON
 AO0589'RIGHT.  STATION APPROX. 7 FT NORTH OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1064 ***********************************************************************
 BM1064  DESIGNATION -  MILAM
 BM1064  PID         -  BM1064
 BM1064  STATE/COUNTY-  TX/MILAM
 BM1064  USGS QUAD   -  CAMERON (1989)
 BM1064
 BM1064                         *CURRENT SURVEY CONTROL
 BM1064  ___________________________________________________________________
 BM1064* NAD 83(1993)-  30 49 24.98952(N)    096 54 55.74393(W)     ADJUSTED  
 BM1064* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 BM1064  ___________________________________________________________________
 BM1064  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BM1064  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BM1064
 BM1064  HORZ ORDER  -  FIRST
 BM1064
 BM1064.The horizontal coordinates were established by classical geodetic methods
 BM1064.and adjusted by the National Geodetic Survey in February 1996..
 BM1064
 BM1064.The orthometric height was scaled from a topographic map.
 BM1064
 BM1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1064
 BM1064.The geoid height was determined by GEOID03.
 BM1064
 BM1064;                    North         East     Units Scale Factor Converg.
 BM1064;SPC TX C     - 3,133,275.479 1,026,929.882   MT  0.99988653   +1 45 37.4
 BM1064;SPC TX C     -10,279,754.63  3,369,185.79   sFT  0.99988653   +1 45 37.4
 BM1064;UTM  14      - 3,411,912.541   699,386.893   MT  1.00009043   +1 04 06.4
 BM1064
 BM1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1064!SPC TX C     -   0.99997974  x   0.99988653  =   0.99986628
 BM1064!UTM  14      -   0.99997974  x   1.00009043  =   1.00007017
 BM1064
 BM1064:                Primary Azimuth Mark                     Grid Az
 BM1064:SPC TX C     -  MILAM AZ MK                              013 16 28.6
 BM1064:UTM  14      -  MILAM AZ MK                              013 57 59.6
 BM1064
 BM1064|---------------------------------------------------------------------|
 BM1064| PID    Reference Object                     Distance      Geod. Az  |
 BM1064|                                                           dddmmss.s |
 BM1064| CV8852 MILAM AZ MK                                        0150206.0 |
 BM1064| BM1047 HOUSTON WACO AIRWAY BEACON 15       APPROX.37.7 KM 0791402.5 |
 BM1064| CV8853 MILAM RM 1                           17.557 METERS 19852     |
 BM1064| BM0852 ROCKDALE MUNICIPAL TANK             APPROX.20.8 KM 2035123.6 |
 BM1064| BM1063 CAMERON MAG                         APPROX. 6.4 KM 3003419.5 |
 BM1064| CV8854 MILAM RM 2                           17.440 METERS 31553     |
 BM1064| BZ1402 BURLINGTON ST MICHAELS BELFRY       APPROX.22.6 KM 3391810.8 |
 BM1064|---------------------------------------------------------------------|
 BM1064
 BM1064                          SUPERSEDED SURVEY CONTROL
 BM1064
 BM1064  NAD 83(1986)-  30 49 24.99943(N)    096 54 55.72540(W) AD(       ) 1
 BM1064  NAD 27      -  30 49 24.31600(N)    096 54 54.78000(W) AD(       ) 1
 BM1064
 BM1064.Superseded values are not recommended for survey control.
 BM1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1064.See file dsdata.txt to determine how the superseded data were derived.
 BM1064
 BM1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV9938711913(NAD 83)
 BM1064_MARKER: DS = TRIANGULATION STATION DISK
 BM1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1064
 BM1064  HISTORY     - Date     Condition        Report By
 BM1064  HISTORY     - 1943     MONUMENTED       CGS
 BM1064  HISTORY     - 1955     GOOD             CGS
 BM1064  HISTORY     - 19991111 GOOD             USPSQD
 BM1064
 BM1064                          STATION DESCRIPTION
 BM1064
 BM1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1064'ABOUT 4 MILES ESE OF CAMERON, ON LAND OWNED BY C.Y. DILLARD.
 BM1064'THE STATION IS 30 FEET E OF THE FORKS IN THE ROAD, 35 FEET N
 BM1064'OF 15-INCH BLAZED POST OAK, 20 FEET N OF CENTER LINE OF WOODS
 BM1064'ROAD.  THE MARK PROJECTS 4 INCHES AND IS STAMPED MILAM 1943.
 BM1064'
 BM1064'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1064'DISKS SET IN CONCRETE.
 BM1064'
 BM1064'REFERENCE MARK NO. 1 IS IN THE WOODS BETWEEN THE TWO FORKS OF
 BM1064'THE ROAD, 24 FEET SW OF ONE ROAD, 43 FEET E OF THE OTHER ROAD.
 BM1064'THE MARK IS SW OF THE STATION AND PROJECTS 4 INCHES.
 BM1064'
 BM1064'REFERENCE MARK NO. 2 IS NW OF THE STATION IN THE FENCE LINE,
 BM1064'15 FEET W OF THE CENTER LINE OF THE ROAD.  THE MARK PROJECTS 4
 BM1064'INCHES.
 BM1064'
 BM1064'THE AZIMUTH MARK IS 0.3 MILE N OF THE STATION, 30 FEET SW
 BM1064'OF THE CENTER LINE OF THE ROAD, AND 55 FEET NW OF THE ROAD S TO
 BM1064'THE STATION.  THE MARK PROJECTS 6 INCHES.
 BM1064'
 BM1064'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 BM1064'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BM1064'
 BM1064'REACHED FROM CAMERON BY U.S. HIGHWAY 77, E, (TOWARD ROCKDALE)
 BM1064'BY GOING 2.4 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO 1.85
 BM1064'MILES TO A SAND ROAD LEADING S.  (AZIMUTH IS 55 FEET NW OF THIS
 BM1064'POINT), TURN RIGHT AND GO 0.3 MILE TO FORKS IN ROAD AND STATION
 BM1064'SITE ON LEFT.
 BM1064'
 BM1064'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BM1064
 BM1064                          STATION RECOVERY (1955)
 BM1064
 BM1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BM1064'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 BM1064'AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND PULLED OUT OF THE GROUND
 BM1064'AND LYING ALONG THE EDGE OF THE HIGHWAY CUT.  DUE TO TIMBER AT
 BM1064'THE STATION THE AZIMUTH MARK HAD NOT BEEN VISIBLE FROM THE GROUND
 BM1064'AND A NEW ONE WAS NOT ESTABLISHED.
 BM1064'
 BM1064'TO REACH FROM THE COURT HOUSE SQUARE IN CAMERON, GO EAST ON
 BM1064'THE STREET ON THE NORTH SIDE OF THE SQUARE ABOUT 0.3 MILE TO
 BM1064'HIGHWAY NOS. 36 AND 77.  THEN CONTINUE EAST ON THE HIGHWAY 2.4
 BM1064'MILES.  TAKE THE LEFT FORK HERE, A HARD-SURFACED F.M. HIGHWAY
 BM1064'AND GO 1.6 MILES TO THE TOP OF A DIVIDE AND A CUT.  TURN RIGHT
 BM1064'OFF THE HIGHWAY AND GO 0.3 MILE TO THE TOP OF THE WOODED DIVIDE
 BM1064'AND A DIM FORK AND THE STATION ON THE LEFT AS DESCRIBED.
 BM1064
 BM1064                          STATION RECOVERY (1999)
 BM1064
 BM1064'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2989 ***********************************************************************
 BX2989  DESIGNATION -  MILAM SABINE R AUTH KHT 89
 BX2989  PID         -  BX2989
 BX2989  STATE/COUNTY-  TX/SABINE
 BX2989  USGS QUAD   -  MILAM (1984)
 BX2989
 BX2989                         *CURRENT SURVEY CONTROL
 BX2989  ___________________________________________________________________
 BX2989* NAD 83(1993)-  31 27 45.90441(N)    093 49 54.79166(W)     ADJUSTED  
 BX2989* NAVD 88     -                                                        
 BX2989  ___________________________________________________________________
 BX2989  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BX2989  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BX2989
 BX2989  HORZ ORDER  -  THIRD
 BX2989
 BX2989.The horizontal coordinates were established by classical geodetic methods
 BX2989.and adjusted by the National Geodetic Survey in February 1996..
 BX2989
 BX2989
 BX2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2989
 BX2989.The geoid height was determined by GEOID03.
 BX2989
 BX2989;                    North         East     Units Scale Factor Converg.
 BX2989;SPC TX C     - 3,217,157.588 1,317,492.491   MT  0.99991405   +3 20 55.1
 BX2989;SPC TX C     -10,554,957.85  4,322,473.28   sFT  0.99991405   +3 20 55.1
 BX2989;UTM  15      - 3,481,187.710   420,967.881   MT  0.99967704   -0 26 03.2
 BX2989
 BX2989                          SUPERSEDED SURVEY CONTROL
 BX2989
 BX2989  NAD 83(1986)-  31 27 45.91261(N)    093 49 54.78652(W) AD(       ) 4
 BX2989  NAD 27      -  31 27 45.26222(N)    093 49 54.11848(W) AD(       ) 3
 BX2989
 BX2989.Superseded values are not recommended for survey control.
 BX2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2989.See file dsdata.txt to determine how the superseded data were derived.
 BX2989
 BX2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2096881188(NAD 83)
 BX2989_MARKER: 42 = RADIO/TV MAST
 BX2989
 BX2989  HISTORY     - Date     Condition        Report By
 BX2989  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2989  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 BX2989
 BX2989                          STATION DESCRIPTION
 BX2989
 BX2989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2989'THE SABINE RIVER AUTHORITY RADIO KHT 89 MAST IS LOCATED ABOUT 2-1/4
 BX2989'MILES NORTHEAST OF MILAM AND 1/2 MILE EAST OF STATE HIGHWAY 87.  IT
 BX2989'IS A TRIANGULAR STEEL STRUCTURE, PAINTED ALTERNATLEY RED AND WHITE
 BX2989'AND HAS AN OVERALL HEIGHT OF 300 FEET.
 BX2989'
 BX2989'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 AND STATE
 BX2989'HIGHWAY 21 IN MILAM, GO NORTHERLY ON HIGHWAY 87 FOR 2.2 MILES TO A
 BX2989'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON THE
 BX2989'GRAVELED ROAD FOR 0.3 MILE TO THE TOP OF A HILL AND THE CHAMBER
 BX2989'HILL LOOKOUT TOWER.  TURN RIGHT AND CONTINUE ON THE GRAVELED ROAD
 BX2989'FOR 0.45 MILE TO A POWER LINE CLEARING AND THE STATION ON THE
 BX2989'LEFT, ABOUT 300 FEET EAST OF THE ROAD.
 BX2989'
 BX2989'THE POINT INTERSECTED IS THE RED LIGHT AT THE TOP.
 BX2989
 BX2989                          STATION RECOVERY (2001)
 BX2989
 BX2989'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1059 ***********************************************************************
 BM1059  DESIGNATION -  MILANO
 BM1059  PID         -  BM1059
 BM1059  STATE/COUNTY-  TX/MILAM
 BM1059  USGS QUAD   -  MILANO (1989)
 BM1059
 BM1059                         *CURRENT SURVEY CONTROL
 BM1059  ___________________________________________________________________
 BM1059* NAD 83(1993)-  30 42 48.18231(N)    096 52 13.22874(W)     ADJUSTED  
 BM1059* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 BM1059  ___________________________________________________________________
 BM1059  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BM1059  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM1059
 BM1059  HORZ ORDER  -  FIRST
 BM1059
 BM1059.The horizontal coordinates were established by classical geodetic methods
 BM1059.and adjusted by the National Geodetic Survey in February 1996..
 BM1059
 BM1059.The orthometric height was scaled from a topographic map.
 BM1059
 BM1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1059
 BM1059.The geoid height was determined by GEOID03.
 BM1059
 BM1059;                    North         East     Units Scale Factor Converg.
 BM1059;SPC TX C     - 3,121,196.227 1,031,626.915   MT  0.99989430   +1 47 01.1
 BM1059;SPC TX C     -10,240,124.62  3,384,595.97   sFT  0.99989430   +1 47 01.1
 BM1059;UTM  14      - 3,399,774.736   703,938.292   MT  1.00011308   +1 05 17.1
 BM1059
 BM1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1059!SPC TX C     -   0.99997566  x   0.99989430  =   0.99986997
 BM1059!UTM  14      -   0.99997566  x   1.00011308  =   1.00008874
 BM1059
 BM1059:                Primary Azimuth Mark                     Grid Az
 BM1059:SPC TX C     -  MILANO AZ MK                             179 53 26.5
 BM1059:UTM  14      -  MILANO AZ MK                             180 35 10.5
 BM1059
 BM1059|---------------------------------------------------------------------|
 BM1059| PID    Reference Object                     Distance      Geod. Az  |
 BM1059|                                                           dddmmss.s |
 BM1059| CV8855 MILANO AZ MK                                       1814027.6 |
 BM1059| CV8856 MILANO RM 1                          23.957 METERS 20750     |
 BM1059| CV8857 MILANO RM 2                          21.372 METERS 31937     |
 BM1059|---------------------------------------------------------------------|
 BM1059
 BM1059                          SUPERSEDED SURVEY CONTROL
 BM1059
 BM1059  NAD 83(1986)-  30 42 48.19478(N)    096 52 13.21149(W) AD(       ) 1
 BM1059  NAD 27      -  30 42 47.48800(N)    096 52 12.26800(W) AD(       ) 1
 BM1059
 BM1059.Superseded values are not recommended for survey control.
 BM1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1059.See file dsdata.txt to determine how the superseded data were derived.
 BM1059
 BM1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0393899775(NAD 83)
 BM1059_MARKER: DS = TRIANGULATION STATION DISK
 BM1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1059
 BM1059  HISTORY     - Date     Condition        Report By
 BM1059  HISTORY     - 1943     MONUMENTED       CGS
 BM1059  HISTORY     - 19991112 GOOD             USPSQD
 BM1059
 BM1059                          STATION DESCRIPTION
 BM1059
 BM1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1059'THE STATION IS LOCATED ABOUT 0.5 MILE N OF THE CENTER OF THE
 BM1059'VILLAGE OF MILANO, AND ABOUT 0.3 MILE W OF THE MILANO HIGH SCHOOL,
 BM1059'ON A SMALL WOODED HILL, AND ON PROPERTY OWNED AND OCCUPIED BY
 BM1059'JIM SWANZY.  IT IS ABOUT 0.15 MILE N OF THE SWANZY FARMHOUSE, ON
 BM1059'THE S SLOPE OF THE RIDGE, 15 FEET N OF A TRIANGULAR-BLAZED
 BM1059'12-INCH OAK TREE AND 25 FEET S OF A TRIANGULAR-BLAZED 12-INCH OAK
 BM1059'TREE.  THE DISK IS STAMPED MILANO 1943, AND PROJECTS 5 INCHES.
 BM1059'
 BM1059'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1059'DISKS SET IN CONCRETE.
 BM1059'
 BM1059'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 5 FEET N OF A
 BM1059'TRIANGULAR-BLAZED 6-INCH OAK TREE.  THE DISK IS STAMPED MILANO
 BM1059'NO. 1 1943, AND PROJECTS 4 INCHES.
 BM1059'
 BM1059'REFERENCE MARK NO. 2 IS NW OF THE STATION, ON THE HIGH POINT
 BM1059'OF THE RIDGE.  THE DISK IS STAMPED MILANO NO. 2 1943, AND
 BM1059'PROJECTS 4 INCHES.
 BM1059'
 BM1059'THE AZIMUTH MARK IS ABOUT 0.3 MILE S OF THE STATION, 0.1 MILE
 BM1059'N OF THE JUNCTION OF STATE ROUTE 36 AND T-43, 35 FEET E OF THE
 BM1059'CENTER OF THE PAVED ROAD, AND 2 FEET SE OF A TELEPHONE POLE.
 BM1059'THE DISK IS STAMPED MILANO 1943, AND PROJECTS 4 INCHES.  TO
 BM1059'REACH FROM THE MAIN ENTRANCE TO THE MILANO HIGH SCHOOL, GO S ON
 BM1059'DIRT ROAD FOR 0.25 MILE TO STATE ROUTE 36, TURN RIGHT AND GO W
 BM1059'FOR 0.25 MILE TO A PAVED SIDE ROAD RIGHT, TURN RIGHT AND GO N
 BM1059'ON PAVED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 BM1059'
 BM1059'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE MILANO HIGH
 BM1059'SCHOOL.  GO W ON DIRT ROAD FOR 0.25 MILE TO CROSSROADS.  TURN RIGHT
 BM1059'AND GO N ON DIRT ROAD FOR 0.1 MILE TO A WIRE GATE IN FENCE LINE
 BM1059'ON THE RIGHT.  PASS THROUGH GATE AND GO E ON WOODS ROAD FOR
 BM1059'0.15 MILE TO A TRIANGULAR-BLAZED OAK TREE ON THE RIGHT AND
 BM1059'STATION.
 BM1059'
 BM1059'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BM1059
 BM1059                          STATION RECOVERY (1999)
 BM1059
 BM1059'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0666 ***********************************************************************
 CS0666  DESIGNATION -  MILDRED
 CS0666  PID         -  CS0666
 CS0666  STATE/COUNTY-  TX/NAVARRO
 CS0666  USGS QUAD   -  CORSICANA (1978)
 CS0666
 CS0666                         *CURRENT SURVEY CONTROL
 CS0666  ___________________________________________________________________
 CS0666* NAD 83(1993)-  32 02 43.56190(N)    096 24 52.06502(W)     ADJUSTED  
 CS0666* NAVD 88     -       137.063  (meters)     449.68   (feet)  ADJUSTED  
 CS0666  ___________________________________________________________________
 CS0666  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CS0666  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0666  DYNAMIC HT  -         136.902 (meters)     449.15  (feet)  COMP
 CS0666  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 CS0666
 CS0666  HORZ ORDER  -  SECOND
 CS0666  VERT ORDER  -  SECOND    CLASS 0
 CS0666
 CS0666.The horizontal coordinates were established by classical geodetic methods
 CS0666.and adjusted by the National Geodetic Survey in February 1996..
 CS0666
 CS0666.The orthometric height was determined by differential leveling
 CS0666.and adjusted by the National Geodetic Survey in June 1991..
 CS0666
 CS0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0666
 CS0666.The geoid height was determined by GEOID03.
 CS0666
 CS0666.The dynamic height is computed by dividing the NAVD 88
 CS0666.geopotential number by the normal gravity value computed on the
 CS0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0666.degrees latitude (g = 980.6199 gals.).
 CS0666
 CS0666.The modeled gravity was interpolated from observed gravity values.
 CS0666
 CS0666;                    North         East     Units Scale Factor Converg.
 CS0666;SPC TXNC     - 2,043,958.254   796,963.837   MT  1.00002550   +1 08 14.8
 CS0666;SPC TXNC     - 6,705,886.37  2,614,705.52   sFT  1.00002550   +1 08 14.8
 CS0666;UTM  14      - 3,548,395.648   744,133.810   MT  1.00033509   +1 22 21.2
 CS0666
 CS0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0666!SPC TXNC     -   0.99998248  x   1.00002550  =   1.00000798
 CS0666!UTM  14      -   0.99998248  x   1.00033509  =   1.00031757
 CS0666
 CS0666:                Primary Azimuth Mark                     Grid Az
 CS0666:SPC TXNC     -  MILDRED AZ MK                            136 26 26.8
 CS0666:UTM  14      -  MILDRED AZ MK                            136 12 20.4
 CS0666
 CS0666|---------------------------------------------------------------------|
 CS0666| PID    Reference Object                     Distance      Geod. Az  |
 CS0666|                                                           dddmmss.s |
 CS0666| CS0661 MILDRED AZ MK                                      1373441.6 |
 CS0666| CS0662 MILDRED RM 1                         43.872 METERS 14853     |
 CS0666| CS2695 CORSICANA ST ORPHANS HOME TANK      APPROX. 9.7 KM 2892121.8 |
 CS0666| CS2694 CORSICANA ODD FELLOWS HOME TK       APPROX. 9.6 KM 2932343.2 |
 CS0666| CS0667 MILDRED RM 2                         34.912 METERS 29549     |
 CS0666| CS2647 CORSICANA WEST MUNICIPAL TANK       APPROX. 7.3 KM 3105950.2 |
 CS0666| CS2648 CORSICANA FIRST METH CH SPIRE       APPROX. 7.5 KM 3145252.1 |
 CS0666| CS2650 CORSICANA NAVARRO CO CTHSE TWR      APPROX. 7.5 KM 3171906.3 |
 CS0666| CS2652 CORSICANA ST NATL BANK FLAG         APPROX. 7.1 KM 3190954.3 |
 CS0666|---------------------------------------------------------------------|
 CS0666
 CS0666                          SUPERSEDED SURVEY CONTROL
 CS0666
 CS0666  NAD 83(1986)-  32 02 43.56962(N)    096 24 52.04669(W) AD(       ) 2
 CS0666  NAD 27      -  32 02 43.01300(N)    096 24 51.11300(W) AD(       ) 2
 CS0666  NGVD 29 (??/??/92)  137.054  (m)          449.65   (f) ADJ UNCH    2 0
 CS0666
 CS0666.Superseded values are not recommended for survey control.
 CS0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0666.See file dsdata.txt to determine how the superseded data were derived.
 CS0666
 CS0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4413448396(NAD 83)
 CS0666_MARKER: DS = TRIANGULATION STATION DISK
 CS0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0666_STAMPING: MILDRED 1946
 CS0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0666+STABILITY: SURFACE MOTION
 CS0666
 CS0666  HISTORY     - Date     Condition        Report By
 CS0666  HISTORY     - 1947     MONUMENTED       CGS
 CS0666  HISTORY     - 1947     GOOD             NGS
 CS0666  HISTORY     - 1949     GOOD             CGS
 CS0666  HISTORY     - 1964     GOOD             USAF
 CS0666  HISTORY     - 1975     GOOD             USAF
 CS0666  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0666
 CS0666                          STATION DESCRIPTION
 CS0666
 CS0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS0666'LOCATED 4 MILES SOUTHEAST OF THE SOUTHEAST EDGE OF CORSICANA,
 CS0666'88 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY NO. 287,
 CS0666'49 FEET NORTH OF THE CENTER OF A CATTLE GUARD, 26 FEET NORTHWEST
 CS0666'OF THE CENTER OF A GRAVEL FARM ROAD AND 2.5 FEET SOUTH OF
 CS0666'A REFERENCE POST.  IT IS STAMPED MILDRED 1947 AND IS FLUSH
 CS0666'WITH THE SURFACE OF THE GROUND.
 CS0666'
 CS0666'REFERENCE MARK NO. 1 IS 50.5 FEET NORTHEAST OF THE CENTER
 CS0666'OF U.S. HIGHWAY NO. 287, 37 FEET NORTHWEST OF TELEPHONE
 CS0666'POLE NO. 90 AND 1 FOOT NORTHEAST OF A WIRE FENCE.  IT IS
 CS0666'STAMPED MILDRED NO 1 1947 AND PROJECTS 4 INCHES.
 CS0666'
 CS0666'REFERENCE MARK NO. 2 IS 50.5 FEET NORTHEAST OF THE CENTER
 CS0666'OF U.S. HIGHWAY NO. 287 AND 64.5 FEET SOUTHEAST OF TELEPHONE
 CS0666'POLE NO. NI 3.  IT IS STAMPED MILDRED NO 2 1947 AND PROJECTS
 CS0666'4 INCHES.
 CS0666'
 CS0666'THE AZIMUTH MARK IS 48.5 FEET SOUTHWEST OF THE CENTER OF
 CS0666'U.S. HIGHWAY NO. 287, 2 FEET SOUTHWEST OF A REFERENCE POST,
 CS0666'2 FEET NORTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTHEAST
 CS0666'OF A WIRE FENCE.  IT IS STAMPED MILDRED 1947 AND PROJECTS
 CS0666'8 INCHES.
 CS0666'
 CS0666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CS0666'NO. 31 AND U.S. HIGHWAY NO. 287 AT THE SOUTHEAST EDGE OF
 CS0666'CORSICANA, GO SOUTHEAST ON NO. 287 FOR 4.1 MILES TO THE
 CS0666'STATION ON THE LEFT.
 CS0666'
 CS0666'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST
 CS0666'ON NO. 287 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 CS0666'
 CS0666'AN 87 FOOT SIGNAL AT CORSICANA, AN 87 FOOT SIGNAL AT BRIAR,
 CS0666'AN 87 FOOT SIGNAL AT POWELL, A 74 FOOT SIGNAL AT WEST KERENS
 CS0666'BASE, AN 87 FOOT SIGNAL AT CRAB AND AN 87 FOOT SIGNAL AT
 CS0666'EUREKA ARE VISIBLE FROM THE GROUND.
 CS0666'
 CS0666'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS0666
 CS0666                          STATION RECOVERY (1947)
 CS0666
 CS0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0666'4.4 MI SE FROM CORSICANA.
 CS0666'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 CS0666'CORSICANA, AT THE TOP OF A HILL, NEAR A ROAD LEADING TO R.D. FLEMINGS
 CS0666'RANCH, 84 FEET NORTHEAST OF THE CENTER OF A CATTLE GUARD, 2 FEET SOUTH
 CS0666'OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS0666'POST.
 CS0666
 CS0666                          STATION RECOVERY (1949)
 CS0666
 CS0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0666'STATION FOUND AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 CS0666'CONDITION.  ALL MARKS WERE STAMPED WITH THE DATE, 1946.
 CS0666'BELOW IS THE 1949 OBSERVATIONS.
 CS0666
 CS0666                          STATION RECOVERY (1964)
 CS0666
 CS0666'RECOVERY NOTE BY US AIR FORCE 1964
 CS0666'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CS0666'R.M. 1 AND 2 WERE NOT RECOVERED.  DESCRIPTION IS ADEQUATE.
 CS0666
 CS0666                          STATION RECOVERY (1975)
 CS0666
 CS0666'RECOVERY NOTE BY US AIR FORCE 1975 (DRB)
 CS0666'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS0666'
 CS0666'THE 1947 ROUTE DESCRIPTION WAS ADEQUATE.
 CS0666
 CS0666                          STATION RECOVERY (2002)
 CS0666
 CS0666'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 CS0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0661 ***********************************************************************
 CS0661  DESIGNATION -  MILDRED AZ MK
 CS0661  PID         -  CS0661
 CS0661  STATE/COUNTY-  TX/NAVARRO
 CS0661  USGS QUAD   -  CORSICANA (1978)
 CS0661
 CS0661                         *CURRENT SURVEY CONTROL
 CS0661  ___________________________________________________________________
 CS0661* NAD 83(1986)-  32 02 27.     (N)    096 24 33.     (W)     SCALED    
 CS0661* NAVD 88     -       137.270  (meters)     450.36   (feet)  ADJUSTED  
 CS0661  ___________________________________________________________________
 CS0661  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0661  DYNAMIC HT  -         137.109 (meters)     449.83  (feet)  COMP
 CS0661  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 CS0661
 CS0661  VERT ORDER  -  SECOND    CLASS 0
 CS0661
 CS0661.The horizontal coordinates were scaled from a topographic map and have
 CS0661.an estimated accuracy of +/- 6 seconds.
 CS0661
 CS0661.The orthometric height was determined by differential leveling
 CS0661.and adjusted by the National Geodetic Survey in June 1991..
 CS0661
 CS0661.The geoid height was determined by GEOID03.
 CS0661
 CS0661.The dynamic height is computed by dividing the NAVD 88
 CS0661.geopotential number by the normal gravity value computed on the
 CS0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0661.degrees latitude (g = 980.6199 gals.).
 CS0661
 CS0661.The modeled gravity was interpolated from observed gravity values.
 CS0661
 CS0661;                    North         East    Units  Estimated Accuracy
 CS0661;SPC TXNC     - 2,043,460.      797,470.      MT  (+/- 180 meters Scaled)
 CS0661
 CS0661                          SUPERSEDED SURVEY CONTROL
 CS0661
 CS0661  NGVD 29 (??/??/92)  137.261  (m)          450.33   (f) ADJ UNCH    2 0
 CS0661
 CS0661.Superseded values are not recommended for survey control.
 CS0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0661.See file dsdata.txt to determine how the superseded data were derived.
 CS0661
 CS0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA446478(NAD 83)
 CS0661_MARKER: DZ = AZIMUTH MARK DISK
 CS0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0661_STAMPING: MILDRED 1946
 CS0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0661+STABILITY: SURFACE MOTION
 CS0661
 CS0661  HISTORY     - Date     Condition        Report By
 CS0661  HISTORY     - 1946     MONUMENTED       CGS
 CS0661  HISTORY     - 1947     GOOD             NGS
 CS0661  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0661
 CS0661                          STATION DESCRIPTION
 CS0661
 CS0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0661'4.8 MI SE FROM CORSICANA.
 CS0661'4.8 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 287 FROM THE POST OFFICE AT
 CS0661'CORSICANA, 0.3 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY NO.287
 CS0661'AND A CONCRETE ROAD LEADING TO NAVARRO, 0.15 MILE NORTHWEST OF A
 CS0661'CONCRETE CULVERT UNDER THE HIGHWAY, 48.5 FEET SOUTHWEST OF THE CENTER
 CS0661'OF THE HIGHWAY, 2.0 FEET SOUTHWEST OF A REFERENCE POST, 1.5 FOOT
 CS0661'NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT NORTHEAST OF THE SOUTHWEST
 CS0661'RIGHT-OF-WAY FENCE, A BRONZE AZIMUTH MARK DISK SET IN A CONCRETE POST
 CS0661'ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.5 FOOT.
 CS0661
 CS0661                          STATION RECOVERY (2002)
 CS0661
 CS0661'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 CS0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0662 ***********************************************************************
 CS0662  DESIGNATION -  MILDRED RM 1
 CS0662  PID         -  CS0662
 CS0662  STATE/COUNTY-  TX/NAVARRO
 CS0662  USGS QUAD   -  CORSICANA (1978)
 CS0662
 CS0662                         *CURRENT SURVEY CONTROL
 CS0662  ___________________________________________________________________
 CS0662* NAD 83(1986)-  32 02 44.     (N)    096 24 52.     (W)     SCALED    
 CS0662* NAVD 88     -       137.500  (meters)     451.11   (feet)  ADJUSTED  
 CS0662  ___________________________________________________________________
 CS0662  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0662  DYNAMIC HT  -         137.338 (meters)     450.58  (feet)  COMP
 CS0662  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 CS0662
 CS0662  VERT ORDER  -  SECOND    CLASS 0
 CS0662
 CS0662.The horizontal coordinates were scaled from a topographic map and have
 CS0662.an estimated accuracy of +/- 6 seconds.
 CS0662
 CS0662.The orthometric height was determined by differential leveling
 CS0662.and adjusted by the National Geodetic Survey in June 1991..
 CS0662
 CS0662.The geoid height was determined by GEOID03.
 CS0662
 CS0662.The dynamic height is computed by dividing the NAVD 88
 CS0662.geopotential number by the normal gravity value computed on the
 CS0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0662.degrees latitude (g = 980.6199 gals.).
 CS0662
 CS0662.The modeled gravity was interpolated from observed gravity values.
 CS0662
 CS0662;                    North         East    Units  Estimated Accuracy
 CS0662;SPC TXNC     - 2,043,970.      796,970.      MT  (+/- 180 meters Scaled)
 CS0662
 CS0662                          SUPERSEDED SURVEY CONTROL
 CS0662
 CS0662  NGVD 29 (??/??/92)  137.490  (m)          451.08   (f) ADJ UNCH    2 0
 CS0662
 CS0662.Superseded values are not recommended for survey control.
 CS0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0662.See file dsdata.txt to determine how the superseded data were derived.
 CS0662
 CS0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA441484(NAD 83)
 CS0662_MARKER: DR = REFERENCE MARK DISK
 CS0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0662_STAMPING: MILDRED NO. 1 1946
 CS0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0662+STABILITY: SURFACE MOTION
 CS0662
 CS0662  HISTORY     - Date     Condition        Report By
 CS0662  HISTORY     - 1946     MONUMENTED       CGS
 CS0662  HISTORY     - 1947     GOOD             NGS
 CS0662
 CS0662                          STATION DESCRIPTION
 CS0662
 CS0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0662'4.4 MI SE FROM CORSICANA.
 CS0662'ALONG U. S. HIGHWAY NO. 287.  4.4 MILES SOUTHEAST OF THE POST OFFICE
 CS0662'IN CORSICANA.  AT THE TOP OF A HILL.  121 FEET SOUTHEAST OF THE SOUTH
 CS0662'END OF A CATTLE GUARD.  48 FEET NORTHEAST OF THE CENTER OF THE
 CS0662'HIGHWAY.  1 FOOT NORTHEAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0667 ***********************************************************************
 CS0667  DESIGNATION -  MILDRED RM 2
 CS0667  PID         -  CS0667
 CS0667  STATE/COUNTY-  TX/NAVARRO
 CS0667  USGS QUAD   -  CORSICANA (1978)
 CS0667
 CS0667                         *CURRENT SURVEY CONTROL
 CS0667  ___________________________________________________________________
 CS0667* NAD 83(1986)-  32 02 44.     (N)    096 24 52.     (W)     SCALED    
 CS0667* NAVD 88     -       136.716  (meters)     448.54   (feet)  ADJUSTED  
 CS0667  ___________________________________________________________________
 CS0667  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0667  DYNAMIC HT  -         136.556 (meters)     448.02  (feet)  COMP
 CS0667  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 CS0667
 CS0667  VERT ORDER  -  SECOND    CLASS 0
 CS0667
 CS0667.The horizontal coordinates were scaled from a topographic map and have
 CS0667.an estimated accuracy of +/- 6 seconds.
 CS0667
 CS0667.The orthometric height was determined by differential leveling
 CS0667.and adjusted by the National Geodetic Survey in June 1991..
 CS0667
 CS0667.The geoid height was determined by GEOID03.
 CS0667
 CS0667.The dynamic height is computed by dividing the NAVD 88
 CS0667.geopotential number by the normal gravity value computed on the
 CS0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0667.degrees latitude (g = 980.6199 gals.).
 CS0667
 CS0667.The modeled gravity was interpolated from observed gravity values.
 CS0667
 CS0667;                    North         East    Units  Estimated Accuracy
 CS0667;SPC TXNC     - 2,043,970.      796,970.      MT  (+/- 180 meters Scaled)
 CS0667
 CS0667                          SUPERSEDED SURVEY CONTROL
 CS0667
 CS0667  NGVD 29 (??/??/92)  136.707  (m)          448.51   (f) ADJ UNCH    2 0
 CS0667
 CS0667.Superseded values are not recommended for survey control.
 CS0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0667.See file dsdata.txt to determine how the superseded data were derived.
 CS0667
 CS0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA441484(NAD 83)
 CS0667_MARKER: DR = REFERENCE MARK DISK
 CS0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0667_STAMPING: MILDRED NO. 2 1946
 CS0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0667+STABILITY: SURFACE MOTION
 CS0667
 CS0667  HISTORY     - Date     Condition        Report By
 CS0667  HISTORY     - 1946     MONUMENTED       CGS
 CS0667  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0667
 CS0667                          STATION DESCRIPTION
 CS0667
 CS0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0667'4.4 MI SE FROM CORSICANA.
 CS0667'ALONG U. S. HIGHWAY NO. 287.  4.4 MILES SOUTHEAST OF THE POST OFFICE
 CS0667'IN CORSICANA.  115 FEET NORTHWEST OF THE NORTH END OF A CATTLE GUARD.
 CS0667'44 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.
 CS0667
 CS0667                          STATION RECOVERY (2002)
 CS0667
 CS0667'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 CS0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0759 ***********************************************************************
 CW0759  DESIGNATION -  MILE CORNER 77 ECC
 CW0759  PID         -  CW0759
 CW0759  STATE/COUNTY-  TX/CULBERSON
 CW0759  USGS QUAD   -  RATTLESNAKE SPRING (1978)
 CW0759
 CW0759                         *CURRENT SURVEY CONTROL
 CW0759  ___________________________________________________________________
 CW0759* NAD 83(1993)-  32 00 00.44536(N)    104 22 36.46571(W)     ADJUSTED  
 CW0759* NAVD 88     -      1130.     (meters)    3707.     (feet)  SCALED    
 CW0759  ___________________________________________________________________
 CW0759  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 CW0759  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CW0759
 CW0759  HORZ ORDER  -  FIRST
 CW0759
 CW0759.The horizontal coordinates were established by classical geodetic methods
 CW0759.and adjusted by the National Geodetic Survey in February 1996..
 CW0759
 CW0759.The orthometric height was scaled from a topographic map.
 CW0759
 CW0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0759
 CW0759.The geoid height was determined by GEOID03.
 CW0759
 CW0759;                    North         East     Units Scale Factor Converg.
 CW0759;SPC TX C     - 3,265,634.391   317,992.366   MT  1.00003346   -2 04 57.4
 CW0759;SPC TX C     -10,714,002.16  1,043,279.95   sFT  1.00003346   -2 04 57.4
 CW0759;SPC NM E     -   110,882.573   160,893.452   MT  0.99990930   -0 01 22.9
 CW0759;SPC NM E     -   363,787.24    527,864.60   sFT  0.99990930   -0 01 22.9
 CW0759;UTM  13      - 3,540,619.058   558,865.379   MT  0.99964273   +0 19 48.9
 CW0759
 CW0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0759!SPC TX C     -   0.99982653  x   1.00003346  =   0.99985999
 CW0759!SPC NM E     -   0.99982653  x   0.99990930  =   0.99973585
 CW0759!UTM  13      -   0.99982653  x   0.99964273  =   0.99946933
 CW0759
 CW0759|---------------------------------------------------------------------|
 CW0759| PID    Reference Object                     Distance      Geod. Az  |
 CW0759|                                                           dddmmss.s |
 CW0759| CW0760 BOUNDARY MI COR 77 NM TX              3.799 METERS 05909     |
 CW0759| CH9051 MILE CORNER 77 ECC RM 1              15.443 METERS 21156     |
 CW0759| CH9050 MILE CORNER 77 ECC AZ MK                           2701245.6 |
 CW0759| CH9052 MILE CORNER 77 ECC RM 2              18.494 METERS 27536     |
 CW0759|---------------------------------------------------------------------|
 CW0759
 CW0759                          SUPERSEDED SURVEY CONTROL
 CW0759
 CW0759  NAD 83(1993)-  32 00 00.44539(N)    104 22 36.46573(W) AD(       ) 1
 CW0759  NAD 83(1986)-  32 00 00.44547(N)    104 22 36.46331(W) AD(       ) 1
 CW0759  NAD 27      -  32 00 00.01700(N)    104 22 34.66900(W) AD(       ) 1
 CW0759
 CW0759.Superseded values are not recommended for survey control.
 CW0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0759.See file dsdata.txt to determine how the superseded data were derived.
 CW0759
 CW0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER5886540619(NAD 83)
 CW0759_MARKER: DD = SURVEY DISK
 CW0759_SETTING: 0 = UNSPECIFIED SETTING
 CW0759
 CW0759  HISTORY     - Date     Condition        Report By
 CW0759  HISTORY     - 1943     MONUMENTED       CGS
 CW0759
 CW0759                          STATION DESCRIPTION
 CW0759
 CW0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0759'STATION IS LOCATED ABOUT 32 MILES (AIRLINE) SSW OF CARLSBAD, 4
 CW0759'MILES N OF THE PIPELINE ROAD, 12.465 FEET SW OF MILE CORNER 77,
 CW0759'WHICH IS A TEXAS-NEW MEXICO STATE LINE MARKER.
 CW0759'
 CW0759'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A CONCRETE
 CW0759'POST PROJECTING 3 INCHES ABOVE GROUND.  STAMPED M C 77 1943.
 CW0759'
 CW0759'UNDERGROUND STATION MARK IS A BRONZE STATION DISK SET 3 FEET
 CW0759'UNDERGROUND IN A 6- BY 6-INCH BLOCK OF CONCRETE.  STAMPED MILE
 CW0759'CORNER 77 1943.
 CW0759'
 CW0759'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 CW0759'POST.  STAMPED M C 77 NO 1 1943.
 CW0759'
 CW0759'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 CW0759'POST FLUSH WITH THE GROUND.  STAMPED M C 77 NO 2 1943.
 CW0759'
 CW0759'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST.
 CW0759'IT IS 0.35 MILE W OF STATION, 14 INCHES S OF BOUNDARY FENCELINE,
 CW0759'FLUSH WITH THE GROUND.  STAMPED M C 77 1943.
 CW0759'
 CW0759'TO REACH FROM CARLSBAD, GO S 1.6 MILES TO THE JUNCTION OF HIGHWAYS
 CW0759'285 AND 62.  TAKE LEFT FORK ON HIGHWAY 285 FOR 15.2 MILES TO
 CW0759'MALAGA, CONTINUE S ON HIGHWAY FOR 12.7 MILES TO PIPELINE ROAD,
 CW0759'TURN RIGHT ON PIPELINE ROAD AND GO W FOR 18.5 MILES TO DIM TRACK
 CW0759'ROAD LEADING RIGHT BETWEEN POLES 133-9 AND 133-10.  TURN RIGHT
 CW0759'AND FOLLOW DIM TRACK ROAD FOR 0.7 MILE TO WIRE GATE, PASS
 CW0759'THROUGH GATE AND CONTINUE FOR 3.2 MILES TO WINDMILL AND TANK,
 CW0759'CROSS WASH BELOW WINDMILL AND TANK, AND FOLLOW OLD ROAD FOR 0.5
 CW0759'MILE TO BOUNDARY FENCE, TURN LEFT W DOWN FENCELINE FOR 2.8
 CW0759'MILES TO MILE CORNER 77 AND STATION SITE.
 CW0759'
 CW0759'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0757 ***********************************************************************
 CW0757  DESIGNATION -  MILE CORNER 79 ECC
 CW0757  PID         -  CW0757
 CW0757  STATE/COUNTY-  TX/CULBERSON
 CW0757  USGS QUAD   -  RATTLESNAKE SPRING (1978)
 CW0757
 CW0757                         *CURRENT SURVEY CONTROL
 CW0757  ___________________________________________________________________
 CW0757* NAD 83(1993)-  32 00 00.51441(N)    104 24 39.02612(W)     ADJUSTED  
 CW0757* NAVD 88     -      1154.50   (+/-2cm)    3787.7    (feet)  VERTCON   
 CW0757  ___________________________________________________________________
 CW0757  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 CW0757  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CW0757
 CW0757  HORZ ORDER  -  FIRST
 CW0757  VERT ORDER  -  THIRD ? (See Below)
 CW0757
 CW0757.The horizontal coordinates were established by classical geodetic methods
 CW0757.and adjusted by the National Geodetic Survey in February 1996..
 CW0757
 CW0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0757.The vertical order pertains to the NGVD 29 superseded value.
 CW0757
 CW0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0757
 CW0757.The geoid height was determined by GEOID03.
 CW0757
 CW0757;                    North         East     Units Scale Factor Converg.
 CW0757;SPC TX C     - 3,265,753.919   314,777.506   MT  1.00003347   -2 06 00.6
 CW0757;SPC TX C     -10,714,394.32  1,032,732.53   sFT  1.00003347   -2 06 00.6
 CW0757;SPC NM E     -   110,886.499   157,676.772   MT  0.99990975   -0 02 27.9
 CW0757;SPC NM E     -   363,800.12    517,311.21   sFT  0.99990975   -0 02 27.9
 CW0757;UTM  13      - 3,540,603.154   555,649.602   MT  0.99963819   +0 18 44.0
 CW0757
 CW0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0757!SPC TX C     -   0.99982259  x   1.00003347  =   0.99985606
 CW0757!SPC NM E     -   0.99982259  x   0.99990975  =   0.99973236
 CW0757!UTM  13      -   0.99982259  x   0.99963819  =   0.99946085
 CW0757
 CW0757|---------------------------------------------------------------------|
 CW0757| PID    Reference Object                     Distance      Geod. Az  |
 CW0757|                                                           dddmmss.s |
 CW0757| CW0758 BOUNDARY MI COR 79 NM TX              2.643 METERS 00528     |
 CW0757| CH9053 MILE CORNER 79 ECC AZ MK                           0853254.9 |
 CW0757| CH9054 MILE CORNER 79 ECC RM 1              14.176 METERS 20050     |
 CW0757| CH9055 MILE CORNER 79 ECC RM 2              15.024 METERS 28945     |
 CW0757|---------------------------------------------------------------------|
 CW0757
 CW0757                          SUPERSEDED SURVEY CONTROL
 CW0757
 CW0757  NAD 83(1993)-  32 00 00.51445(N)    104 24 39.02614(W) AD(       ) 1
 CW0757  NAD 83(1986)-  32 00 00.51468(N)    104 24 39.02378(W) AD(       ) 1
 CW0757  NAD 27      -  32 00 00.09000(N)    104 24 37.22700(W) AD(       ) 1
 CW0757  NGVD 29 (07/19/86) 1153.96   (m)         3786.0    (f) LEVELING    3  
 CW0757
 CW0757.Superseded values are not recommended for survey control.
 CW0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0757.See file dsdata.txt to determine how the superseded data were derived.
 CW0757
 CW0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER5565040603(NAD 83)
 CW0757_MARKER: DD = SURVEY DISK
 CW0757_SETTING: 0 = UNSPECIFIED SETTING
 CW0757
 CW0757  HISTORY     - Date     Condition        Report By
 CW0757  HISTORY     - 1943     MONUMENTED       CGS
 CW0757
 CW0757                          STATION DESCRIPTION
 CW0757
 CW0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0757'STATION IS LOCATED ABOUT 32 MILES (AIRLINE) SSW OF CARLSBAD, 4
 CW0757'MILES N OF THE PASOTEX PIPELINE ROAD, 8.678 FEET S OF MILE
 CW0757'CORNER 79, WHICH IS A CLARK BOUNDARY SURVEY MILE CORNER ON THE
 CW0757'TEXAS-NEW MEXICO STATE LINE.
 CW0757'
 CW0757'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 CW0757'FLUSH WITH THE GROUND.  STAMPED M C 79 1943.
 CW0757'
 CW0757'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 CW0757'POST FLUSH WITH THE GROUND, 0.8 FEET HIGHER THAN THE STATION.
 CW0757'STAMPED M C 79 NO 1 1943.
 CW0757'
 CW0757'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 CW0757'POST FLUSH WITH THE GROUND.  IT IS 1.5 FEET LOWER THAN THE STATION.
 CW0757'STAMPED M C 79 NO 2 1943.
 CW0757'
 CW0757'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 CW0757'OUTCROPPING BEDROCK 0.4 MILE E OF THE STATION AND ABOUT 175 FEET
 CW0757'N OF THE TEXAS-NEW MEXICO STATE BOUNDARY FENCELINE IN OUTCROPPING
 CW0757'BEDROCK FLUSH WITH THE GROUND.  STAMPED M C 79 1943.
 CW0757'
 CW0757'MILE CORNER 79 IS A 3-INCH GALVANIZED-IRON PIPE WITH BRASS CAP,
 CW0757'BEARING THE INSCRIPTION CLARK BOUNDARY SURVEY, U.S. BOUNDARY
 CW0757'COMMISSION, G.L.O. REESTABLISHMENT 1911, MILE CORNER NO. 79 NORTH,
 CW0757'AND 1 FOOT HIGHER THAN THE STATION.
 CW0757'
 CW0757'TO REACH FROM THE CENTER OF CARLSBAD GO S ON U.S. HIGHWAY 285
 CW0757'FOR 1.6 MILES TO THE JUNCTION OF U.S. HIGHWAYS 285 AND 62.  TAKE
 CW0757'LEFT FORK ON HIGHWAY 285 SE FOR 15.2 MILES TO MALAGA, CONTINUE S
 CW0757'ON HIGHWAY FOR 12.7 MILES TO PASOTEX PIPELINE ROAD CROSSING
 CW0757'HIGHWAY.  HERE TURN RIGHT OFF HIGHWAY AND GO W ON PIPELINE ROAD
 CW0757'18.5 MILES TO A DIM TRACK ROAD LEADING RIGHT BETWEEN POLES 133-9
 CW0757'AND 133-10.  TURN RIGHT AND FOLLOW DIM TRACK ROAD FOR 0.7 MILE
 CW0757'TO WIRE GATE, PASS THROUGH GATE AND CONTINUE FOR 3.2 MILES TO
 CW0757'WINDMILL AND TANK IN WASH, CROSS WASH BELOW WINDMILL AND TANK, AND
 CW0757'FOLLOW OLD ROAD FOR 0.5 MILE TO A BOUNDARY FENCE, TURN LEFT W
 CW0757'DOWN FENCELINE FOR 5.8 MILES TO MILE CORNER 79 AND
 CW0757'STATION.
 CW0757'
 CW0757'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0052 ***********************************************************************
 CB0052  DESIGNATION -  MILES
 CB0052  PID         -  CB0052
 CB0052  STATE/COUNTY-  TX/RUNNELS
 CB0052  USGS QUAD   -  MILES (1984)
 CB0052
 CB0052                         *CURRENT SURVEY CONTROL
 CB0052  ___________________________________________________________________
 CB0052* NAD 83(1993)-  31 35 29.24750(N)    100 11 35.21906(W)     ADJUSTED  
 CB0052* NAVD 88     -       555.346  (meters)    1822.00   (feet)  ADJUSTED  
 CB0052  ___________________________________________________________________
 CB0052  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CB0052  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 CB0052  DYNAMIC HT  -         554.599 (meters)    1819.55  (feet)  COMP
 CB0052  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 CB0052
 CB0052  HORZ ORDER  -  FIRST
 CB0052  VERT ORDER  -  SECOND    CLASS 0
 CB0052
 CB0052.The horizontal coordinates were established by classical geodetic methods
 CB0052.and adjusted by the National Geodetic Survey in February 1996..
 CB0052
 CB0052.The orthometric height was determined by differential leveling
 CB0052.and adjusted by the National Geodetic Survey in June 1991..
 CB0052
 CB0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0052
 CB0052.The geoid height was determined by GEOID03.
 CB0052
 CB0052.The dynamic height is computed by dividing the NAVD 88
 CB0052.geopotential number by the normal gravity value computed on the
 CB0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0052.degrees latitude (g = 980.6199 gals.).
 CB0052
 CB0052.The modeled gravity was interpolated from observed gravity values.
 CB0052
 CB0052;                    North         East     Units Scale Factor Converg.
 CB0052;SPC TX C     - 3,213,385.988   713,307.076   MT  0.99993462   +0 04 20.0
 CB0052;SPC TX C     -10,542,583.86  2,340,241.63   sFT  0.99993462   +0 04 20.0
 CB0052;UTM  14      - 3,495,770.784   386,803.226   MT  0.99975804   -0 37 30.3
 CB0052
 CB0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0052!SPC TX C     -   0.99991668  x   0.99993462  =   0.99985131
 CB0052!UTM  14      -   0.99991668  x   0.99975804  =   0.99967474
 CB0052
 CB0052|---------------------------------------------------------------------|
 CB0052| PID    Reference Object                     Distance      Geod. Az  |
 CB0052|                                                           dddmmss.s |
 CB0052| CB0054 MILES RM 1                           57.600 METERS 02827     |
 CB0052| CB0825 MILES MUNICIPAL TANK                APPROX. 1.3 KM 0540814.2 |
 CB0052| CB0055 MILES AZ MK                                        0632239.0 |
 CB0052| CB0053 MILES RM 2                           53.875 METERS 28515     |
 CB0052|---------------------------------------------------------------------|
 CB0052
 CB0052                          SUPERSEDED SURVEY CONTROL
 CB0052
 CB0052  NAD 83(1986)-  31 35 29.25418(N)    100 11 35.20470(W) AD(       ) 1
 CB0052  NAD 27      -  31 35 28.67300(N)    100 11 33.89600(W) AD(       ) 1
 CB0052  NGVD 29 (??/??/92)  555.215  (m)         1821.57   (f) ADJ UNCH    2 0
 CB0052
 CB0052.Superseded values are not recommended for survey control.
 CB0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0052.See file dsdata.txt to determine how the superseded data were derived.
 CB0052
 CB0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV8680395771(NAD 83)
 CB0052_MARKER: DS = TRIANGULATION STATION DISK
 CB0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0052_STAMPING: MILES 1935
 CB0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0052+STABILITY: SURFACE MOTION
 CB0052
 CB0052  HISTORY     - Date     Condition        Report By
 CB0052  HISTORY     - 1935     MONUMENTED       CGS
 CB0052  HISTORY     - 1939     GOOD             CGS
 CB0052  HISTORY     - 1940     GOOD             NGS
 CB0052  HISTORY     - 1947     GOOD             LOCSUR
 CB0052
 CB0052                          STATION DESCRIPTION
 CB0052
 CB0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RAE)
 CB0052'ABOUT 0.7 MILE W ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CB0052'FROM THE STATION AT MILES, RUNNELS COUNTY, ABOUT 58 YARDS W
 CB0052'OF THE CORNER OF A WIRE FENCE AT A GATE, ABOUT 20 YARDS S OF
 CB0052'THE CENTER LINE OF U.S. HIGHWAY 67, 1 FOOT N OF THE FENCE, AND
 CB0052'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD TRIANGULATION STATION
 CB0052'DISK STAMPED MILES 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CB0052'(555.194 METERS OR 1,821.499 FEET.)
 CB0052'
 CB0052'MILES R.M. 1--ABOUT 0.7 MILE W ALONG THE GULF, COLORADO AND SANTA
 CB0052'FE RAILWAY FROM THE STATION AT MILES, RUNNELS COUNTY, 52 FEET
 CB0052'N OF THE CENTER LINE OF U.S. HIGHWAY 67, 42 FEET S OF THE CENTER
 CB0052'LINE OF THE TRACK, ABOUT 27 YARDS N OF A POLE, AND 4 FEET N
 CB0052'OF A WIRE FENCE.  A STANDARD REFERENCE MARK DISK, STAMPED MILES
 CB0052'NO. 1 1935 AND SET IN THE TOP OF A CONCRETE POST (555.010 METERS
 CB0052'OR 1,820.895 FEET.)
 CB0052'
 CB0052'MILES R.M. 2--ABOUT 0.7 MILE W ALONG THE GULF, COLORADO AND SANTA
 CB0052'FE RAILWAY FROM THE STATION AT MILES, RUNNELS COUNTY, ABOUT 1
 CB0052'POLE E OF MILEPOST 55, 52 FEET N OF THE CENTER LINE OF U.S.
 CB0052'HIGHWAY 67, 42 FEET S OF THE CENTER LINE OF THE TRACK, 12 FEET
 CB0052'SW OF A POLE, 4 FEET N OF A WIRE FENCE, AND ABOUT 3 FEET HIGHER
 CB0052'THAN THE TRACK.  A STANDARD REFERENCE MARK DISK, STAMPED MILES
 CB0052'NO. 2 1935 AND SET IN THE TOP OF A CONCRETE POST (555.295
 CB0052'METERS OR 1,821.830 FEET.)
 CB0052'
 CB0052'MILES AZIMUTH MARK--AT MILES, RUNNELS COUNTY, ABOUT 52 YARDS SW
 CB0052'OF THE SW CORNER OF THE GULF, COLORADO AND SANTA FE RAILWAY
 CB0052'STATION, 75 FEET W OF THE CENTER LINE OF THE MAIN TRACK, 15.0
 CB0052'FEET N OF THE N RAIL OF A SIDING, 12.0 FEET S OF THE S RAIL OF
 CB0052'ANOTHER SIDING, AND 2 FEET N OF A ROW OF POLES.  A STANDARD
 CB0052'REFERENCE MARK DISK, STAMPED MILES AZI 1935 AND SET IN THE TOP
 CB0052'OF A CONCRETE POST (548.261 METERS OR 1,798.753 FEET.)
 CB0052
 CB0052                          STATION RECOVERY (1940)
 CB0052
 CB0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0052'0.7 MI W FROM MILES.
 CB0052'0.7 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CB0052'STATION AT MILES, 58 YARDS WEST OF THE CORNER OF A WIRE FENCE AT A
 CB0052'GATE, 20 YARDS SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 67, 1 FOOT
 CB0052'NORTH OF THE FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 CB0052'TRIANGULATION-STATION DISK, STAMPED MILES 1935 AND SET IN THE TOP OF A
 CB0052'CONCRETE POST.
 CB0052
 CB0052                          STATION RECOVERY (1947)
 CB0052
 CB0052'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0052'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARKS WERE NOT
 CB0052'RECOVERED.  RECOVERED BY GEN GEO CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0055 ***********************************************************************
 CB0055  DESIGNATION -  MILES AZ MK
 CB0055  PID         -  CB0055
 CB0055  STATE/COUNTY-  TX/RUNNELS
 CB0055  USGS QUAD   -  MILES (1984)
 CB0055
 CB0055                         *CURRENT SURVEY CONTROL
 CB0055  ___________________________________________________________________
 CB0055* NAD 83(1986)-  31 35 46.     (N)    100 10 55.     (W)     SCALED    
 CB0055* NAVD 88     -       548.409  (meters)    1799.24   (feet)  ADJUSTED  
 CB0055  ___________________________________________________________________
 CB0055  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 CB0055  DYNAMIC HT  -         547.672 (meters)    1796.82  (feet)  COMP
 CB0055  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 CB0055
 CB0055  VERT ORDER  -  SECOND    CLASS 0
 CB0055
 CB0055.The horizontal coordinates were scaled from a topographic map and have
 CB0055.an estimated accuracy of +/- 6 seconds.
 CB0055
 CB0055.The orthometric height was determined by differential leveling
 CB0055.and adjusted by the National Geodetic Survey in June 1991..
 CB0055
 CB0055.The geoid height was determined by GEOID03.
 CB0055
 CB0055.The dynamic height is computed by dividing the NAVD 88
 CB0055.geopotential number by the normal gravity value computed on the
 CB0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0055.degrees latitude (g = 980.6199 gals.).
 CB0055
 CB0055.The modeled gravity was interpolated from observed gravity values.
 CB0055
 CB0055;                    North         East    Units  Estimated Accuracy
 CB0055;SPC TX C     - 3,213,900.      714,370.      MT  (+/- 180 meters Scaled)
 CB0055
 CB0055                          SUPERSEDED SURVEY CONTROL
 CB0055
 CB0055  NGVD 29 (??/??/92)  548.281  (m)         1798.82   (f) ADJ UNCH    2 0
 CB0055
 CB0055.Superseded values are not recommended for survey control.
 CB0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0055.See file dsdata.txt to determine how the superseded data were derived.
 CB0055
 CB0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV878962(NAD 83)
 CB0055_MARKER: DZ = AZIMUTH MARK DISK
 CB0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0055_STAMPING: MILES AZI 1935
 CB0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0055+STABILITY: SURFACE MOTION
 CB0055
 CB0055  HISTORY     - Date     Condition        Report By
 CB0055  HISTORY     - 1935     MONUMENTED       CGS
 CB0055  HISTORY     - 1940     GOOD             NGS
 CB0055
 CB0055                          STATION DESCRIPTION
 CB0055
 CB0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CB0055'IN MILES.
 CB0055'AT MILES, 52 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE GULF,
 CB0055'COLORADO AND SANTA FE RAILWAY STATION, 75 FEET WEST OF THE CENTERLINE
 CB0055'OF THE MAIN TRACK, 15.0 FEET NORTH OF NORTH RAIL OF A SIDING, 12.0
 CB0055'FEET SOUTH OF THE SOUTH RAIL OF ANOTHER SIDING, AND 2 FEET NORTH OF A
 CB0055'ROW OF POLES.  A STANDARD REFERENCE-MARK DISK, STAMPED MILES AZI 1935
 CB0055'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0825 ***********************************************************************
 CB0825  DESIGNATION -  MILES MUNICIPAL TANK
 CB0825  PID         -  CB0825
 CB0825  STATE/COUNTY-  TX/RUNNELS
 CB0825  USGS QUAD   -  MILES (1984)
 CB0825
 CB0825                         *CURRENT SURVEY CONTROL
 CB0825  ___________________________________________________________________
 CB0825* NAD 83(1993)-  31 35 54.64447(N)    100 10 54.16874(W)     ADJUSTED  
 CB0825* NAVD 88     -                                                        
 CB0825  ___________________________________________________________________
 CB0825  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CB0825  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 CB0825
 CB0825  HORZ ORDER  -  THIRD
 CB0825
 CB0825.The horizontal coordinates were established by classical geodetic methods
 CB0825.and adjusted by the National Geodetic Survey in February 1996..
 CB0825
 CB0825
 CB0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0825
 CB0825.The geoid height was determined by GEOID03.
 CB0825
 CB0825;                    North         East     Units Scale Factor Converg.
 CB0825;SPC TX C     - 3,214,169.581   714,388.182   MT  0.99993589   +0 04 41.1
 CB0825;SPC TX C     -10,545,154.70  2,343,788.56   sFT  0.99993589   +0 04 41.1
 CB0825;UTM  14      - 3,496,541.024   387,893.593   MT  0.99975501   -0 37 09.3
 CB0825
 CB0825                          SUPERSEDED SURVEY CONTROL
 CB0825
 CB0825  NAD 83(1986)-  31 35 54.65137(N)    100 10 54.15420(W) AD(       ) 4
 CB0825  NAD 27      -  31 35 54.07000(N)    100 10 52.84700(W) AD(       ) 3
 CB0825
 CB0825.Superseded values are not recommended for survey control.
 CB0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0825.See file dsdata.txt to determine how the superseded data were derived.
 CB0825
 CB0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV8789496541(NAD 83)
 CB0825_MARKER: 53 = ELEVATED TANK
 CB0825
 CB0825  HISTORY     - Date     Condition        Report By
 CB0825  HISTORY     - 1935     FIRST OBSERVED   CGS
 CB0825
 CB0825                          STATION DESCRIPTION
 CB0825
 CB0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0825'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK MUNICIPAL
 CB0825'WATER TANK WHICH IS ABOUT 75 FEET HIGH, LOCATED IN THE NE
 CB0825'PART OF THE TOWN OF MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0054 ***********************************************************************
 CB0054  DESIGNATION -  MILES RM 1
 CB0054  PID         -  CB0054
 CB0054  STATE/COUNTY-  TX/RUNNELS
 CB0054  USGS QUAD   -  MILES (1984)
 CB0054
 CB0054                         *CURRENT SURVEY CONTROL
 CB0054  ___________________________________________________________________
 CB0054* NAD 83(1986)-  31 35 29.     (N)    100 11 34.     (W)     SCALED    
 CB0054* NAVD 88     -       555.161  (meters)    1821.39   (feet)  ADJUSTED  
 CB0054  ___________________________________________________________________
 CB0054  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 CB0054  DYNAMIC HT  -         554.415 (meters)    1818.94  (feet)  COMP
 CB0054  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 CB0054
 CB0054  VERT ORDER  -  SECOND    CLASS 0
 CB0054
 CB0054.The horizontal coordinates were scaled from a topographic map and have
 CB0054.an estimated accuracy of +/- 6 seconds.
 CB0054
 CB0054.The orthometric height was determined by differential leveling
 CB0054.and adjusted by the National Geodetic Survey in June 1991..
 CB0054
 CB0054.The geoid height was determined by GEOID03.
 CB0054
 CB0054.The dynamic height is computed by dividing the NAVD 88
 CB0054.geopotential number by the normal gravity value computed on the
 CB0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0054.degrees latitude (g = 980.6199 gals.).
 CB0054
 CB0054.The modeled gravity was interpolated from observed gravity values.
 CB0054
 CB0054;                    North         East    Units  Estimated Accuracy
 CB0054;SPC TX C     - 3,213,380.      713,340.      MT  (+/- 180 meters Scaled)
 CB0054
 CB0054                          SUPERSEDED SURVEY CONTROL
 CB0054
 CB0054  NGVD 29 (??/??/92)  555.030  (m)         1820.96   (f) ADJ UNCH    2 0
 CB0054
 CB0054.Superseded values are not recommended for survey control.
 CB0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0054.See file dsdata.txt to determine how the superseded data were derived.
 CB0054
 CB0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV868957(NAD 83)
 CB0054_MARKER: DR = REFERENCE MARK DISK
 CB0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0054_STAMPING: MILES NO 1 1935
 CB0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0054+STABILITY: SURFACE MOTION
 CB0054
 CB0054  HISTORY     - Date     Condition        Report By
 CB0054  HISTORY     - 1935     MONUMENTED       CGS
 CB0054  HISTORY     - 1939     GOOD             NGS
 CB0054
 CB0054                          STATION DESCRIPTION
 CB0054
 CB0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CB0054'0.7 MI W FROM MILES.
 CB0054'ABOUT 0.7 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0054'THE STATION AT MILES, 52 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 CB0054'67, 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 27 YARDS NORTH OF A
 CB0054'POLE, AND 4 FEET NORTH OF A WIRE FENCE.  A STANDARD REFERENCE-MARK
 CB0054'DISK, STAMPED MILES NO 1 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0053 ***********************************************************************
 CB0053  DESIGNATION -  MILES RM 2
 CB0053  PID         -  CB0053
 CB0053  STATE/COUNTY-  TX/RUNNELS
 CB0053  USGS QUAD   -  MILES (1984)
 CB0053
 CB0053                         *CURRENT SURVEY CONTROL
 CB0053  ___________________________________________________________________
 CB0053* NAD 83(1986)-  31 35 29.     (N)    100 11 34.     (W)     SCALED    
 CB0053* NAVD 88     -       555.446  (meters)    1822.33   (feet)  ADJUSTED  
 CB0053  ___________________________________________________________________
 CB0053  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 CB0053  DYNAMIC HT  -         554.700 (meters)    1819.88  (feet)  COMP
 CB0053  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 CB0053
 CB0053  VERT ORDER  -  SECOND    CLASS 0
 CB0053
 CB0053.The horizontal coordinates were scaled from a topographic map and have
 CB0053.an estimated accuracy of +/- 6 seconds.
 CB0053
 CB0053.The orthometric height was determined by differential leveling
 CB0053.and adjusted by the National Geodetic Survey in June 1991..
 CB0053
 CB0053.The geoid height was determined by GEOID03.
 CB0053
 CB0053.The dynamic height is computed by dividing the NAVD 88
 CB0053.geopotential number by the normal gravity value computed on the
 CB0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0053.degrees latitude (g = 980.6199 gals.).
 CB0053
 CB0053.The modeled gravity was interpolated from observed gravity values.
 CB0053
 CB0053;                    North         East    Units  Estimated Accuracy
 CB0053;SPC TX C     - 3,213,380.      713,340.      MT  (+/- 180 meters Scaled)
 CB0053
 CB0053                          SUPERSEDED SURVEY CONTROL
 CB0053
 CB0053  NGVD 29 (??/??/92)  555.315  (m)         1821.90   (f) ADJ UNCH    2 0
 CB0053
 CB0053.Superseded values are not recommended for survey control.
 CB0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0053.See file dsdata.txt to determine how the superseded data were derived.
 CB0053
 CB0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV868957(NAD 83)
 CB0053_MARKER: DR = REFERENCE MARK DISK
 CB0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0053_STAMPING: MILES NO 2 1935
 CB0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0053+STABILITY: SURFACE MOTION
 CB0053
 CB0053  HISTORY     - Date     Condition        Report By
 CB0053  HISTORY     - 1935     MONUMENTED       CGS
 CB0053  HISTORY     - 1939     GOOD             NGS
 CB0053
 CB0053                          STATION DESCRIPTION
 CB0053
 CB0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CB0053'0.7 MI W FROM MILES.
 CB0053'0.7 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CB0053'STATION AT MILES, ABOUT 1 POLE EAST OF MILEPOST 55, 52 FEET NORTH OF
 CB0053'THE CENTERLINE OF U.S. HIGHWAY 67, 42 FEET SOUTH OF THE CENTERLINE OF
 CB0053'THE TRACK, 12 FEET SOUTHWEST OF A POLE, 4 FEET NORTH OF A WIRE FENCE,
 CB0053'AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD REFERENCE-MARK DISK,
 CB0053'STAMPED MILES NO 2 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2714 ***********************************************************************
 CS2714  DESIGNATION -  MILFORD
 CS2714  PID         -  CS2714
 CS2714  STATE/COUNTY-  TX/ELLIS
 CS2714  USGS QUAD   -  MERTENS (1965)
 CS2714
 CS2714                         *CURRENT SURVEY CONTROL
 CS2714  ___________________________________________________________________
 CS2714* NAD 83(1993)-  32 07 19.71292(N)    096 56 21.79353(W)     ADJUSTED  
 CS2714* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 CS2714  ___________________________________________________________________
 CS2714  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 CS2714  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CS2714
 CS2714  HORZ ORDER  -  SECOND
 CS2714
 CS2714.The horizontal coordinates were established by classical geodetic methods
 CS2714.and adjusted by the National Geodetic Survey in February 1996..
 CS2714
 CS2714.The orthometric height was scaled from a topographic map.
 CS2714
 CS2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2714
 CS2714.The geoid height was determined by GEOID03.
 CS2714
 CS2714;                    North         East     Units Scale Factor Converg.
 CS2714;SPC TXNC     - 2,051,603.193   747,266.432   MT  1.00000312   +0 51 04.1
 CS2714;SPC TXNC     - 6,730,968.14  2,451,656.62   sFT  1.00000312   +0 51 04.1
 CS2714;UTM  14      - 3,555,833.628   694,395.789   MT  1.00006605   +1 05 45.7
 CS2714
 CS2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2714!SPC TXNC     -   0.99997482  x   1.00000312  =   0.99997794
 CS2714!UTM  14      -   0.99997482  x   1.00006605  =   1.00004087
 CS2714
 CS2714|---------------------------------------------------------------------|
 CS2714| PID    Reference Object                     Distance      Geod. Az  |
 CS2714|                                                           dddmmss.s |
 CS2714| CY1667 MILFORD RM 1                         29.591 METERS 07230     |
 CS2714| CY1666 MILFORD AZ MK                                      1015241.5 |
 CS2714| CS2712 MERTENS MUNICIPAL TANK              APPROX. 8.3 KM 1505757.5 |
 CS2714| CS2721 MILFORD MUNICIPAL TANK              APPROX. 0.6 KM 3021137.4 |
 CS2714| CY1669 MILFORD RM 3                         33.630 METERS 30722     |
 CS2714| CY1668 MILFORD RM 2                         36.914 METERS 30807     |
 CS2714|---------------------------------------------------------------------|
 CS2714
 CS2714                          SUPERSEDED SURVEY CONTROL
 CS2714
 CS2714  NAD 83(1986)-  32 07 19.72093(N)    096 56 21.77353(W) AD(       ) 2
 CS2714  NAD 27      -  32 07 19.17300(N)    096 56 20.77900(W) AD(       ) 2
 CS2714
 CS2714.Superseded values are not recommended for survey control.
 CS2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2714.See file dsdata.txt to determine how the superseded data were derived.
 CS2714
 CS2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA9439655834(NAD 83)
 CS2714_MARKER: DS = TRIANGULATION STATION DISK
 CS2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2714
 CS2714  HISTORY     - Date     Condition        Report By
 CS2714  HISTORY     - 1948     MONUMENTED       CGS
 CS2714  HISTORY     - 1965     GOOD             CGS
 CS2714  HISTORY     - 1965     GOOD             LOCENG
 CS2714
 CS2714                          STATION DESCRIPTION
 CS2714
 CS2714'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2714'STATION IS LOCATED IN THE EASTERN PART OF THE TOWN OF MILFORD
 CS2714'ON THE GROUNDS OF THE SOUTHERN BIBLE VOCATIONAL COLLEGE.
 CS2714'STATION IS 54 PACES SOUTHEAST OF THE NORTHEAST CORNER OF
 CS2714'THE COLLEGE AND 45 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 CS2714'OF DIRT STREET.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 CS2714'IS STAMPED MILFORD 1948.
 CS2714'
 CS2714'REFERENCE MARK NO. 1 IS 97.10 FEET EAST NORTHEAST OF STATION,
 CS2714'23 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF STREET
 CS2714'AND 1 FOOT SOUTHWEST OF FENCELINE.  THE MARK PROJECTS ABOUT
 CS2714'4 INCHES AND THE DISK IS STAMPED MILFORD NO 1 1948.
 CS2714'
 CS2714'REFERENCE MARK NO. 2 IS 121.11 FEET NORTHWEST OF STATION,
 CS2714'40 FEET EAST OF THE NORTHEAST CORNER OF COLLEGE AND 23 FEET
 CS2714'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STREET.  THE MARK
 CS2714'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MILFORD NO
 CS2714'2 1948.
 CS2714'
 CS2714'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST OF STATION,
 CS2714'23 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF GRAVEL
 CS2714'ROAD, 14 FEET NORTHWEST OF FENCECORNER, 3 FEET NORTHWEST OF
 CS2714'WITNESS POST AND 1 FOOT NORTHEAST OF FENCELINE.  THE MARK
 CS2714'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MILFORD 1948.
 CS2714'
 CS2714'TO REACH STATION FROM THE POST OFFICE IN MILFORD GO NORTHEAST
 CS2714'ON U.S. HIGHWAY NO. 77 FOR ABOUT 100 FEET TO TRAFFIC LIGHT.
 CS2714'TURN RIGHT AND GO SOUTHEAST ON GRAVEL STREET FOR 0.4 MILE TO
 CS2714'FRONT OF COLLEGE BUILDING.  TURN LEFT FOR ABOUT 50 FEET THEN
 CS2714'RIGHT FOR ABOUT 200 FEET TO STATION ON RIGHT AS DESCRIBED.
 CS2714'
 CS2714'TO REACH AZIMUTH FROM STATION CONTINUE SOUTHEAST TO END OF
 CS2714'DIRT STREET.  TURN LEFT AND GO NORTHEAST FOR 0.05 TO T ROAD.
 CS2714'TURN RIGHT AND GO NORTHEAST 0.2 MILE TO TOP OF HILL AND AZIMUTH
 CS2714'MARK ON RIGHT AS DESCRIBED.
 CS2714'
 CS2714'A 74 FOOT SIGNAL AT STATION DUNLAP IS VISIBLE AT 37 FEET.
 CS2714'
 CS2714'A 100 FOOT SIGNAL AT STATION MERTENS IS VISIBLE AT 37 FEET.
 CS2714'
 CS2714'A 4 FOOT SIGNAL AT STATION ODELL IS VISIBLE AT 37 FEET.
 CS2714'
 CS2714'A 74 FOOT SIGNAL AT STATION BELL IS VISIBLE AT 37 FEET.
 CS2714'
 CS2714'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2714
 CS2714                          STATION RECOVERY (1965)
 CS2714
 CS2714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 CS2714'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 CS2714'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 CS2714'NO. 2 WAS SEARCHED FOR BUT NOT FOUND.  ONE NEW REFERENCE
 CS2714'MARK WAS SET.  A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION
 CS2714'IS IN THE EASTERN PART OF THE TOWN OF MILFORD AT THE ENNIS
 CS2714'BUSINESS FORMS INC. PLANT.  THE STATION IS NEAR THE NORTHEAST
 CS2714'END OF A DIRT RAMP WHICH SLOPES EASTERLY FROM THE METAL PART
 CS2714'OF THE BUILDING.
 CS2714'
 CS2714'TO REACH THE STATION FROM THE POST OFFICE IN MILFORD, GO
 CS2714'NORTHEAST ON U.S. HIGHWAY 77 FOR ABOUT 100 FEET TO TRAFFIC LIGHT,
 CS2714'THENCE TURN RIGHT, GO SOUTHEAST ON A GRAVELED STREET FOR 0.4
 CS2714'MILE TO THE ENNIS BUSINESS FORMS INC. PLANT.  TURN LEFT, GO
 CS2714'ABOUT 50 FEET TO A NARROW STREET ON THE RIGHT.  TURN RIGHT,
 CS2714'GO ABOUT 200 FEET TO THE STATION.  TO REACH THE AZIMUTH MARK,
 CS2714'CONTINUE EASTERLY ON THE NARROW STREET ABOUT 150 FEET, THENCE
 CS2714'TURN LEFT, GO NORTHEAST 0.05 MILE TO A T-ROAD.  TURN RIGHT,
 CS2714'GO 0.25 MILE TO TOP OF HILL AND THE AZIMUTH MARK ON THE
 CS2714'RIGHT.
 CS2714'
 CS2714'STATION MARK A STANDARD DISK STAMPED MILFORD 1948, IS SET
 CS2714'IN A 12 IN X 12 IN CONCRETE POST WHICH IS 6 INCHES BELOW THE
 CS2714'SURFACE OF THE GROUND.  IT IS 115.5 FEET EAST OF THE NORTHEAST
 CS2714'CORNER OF THE METAL PART OF THE BUILDING, 152 FEET NORTHEAST
 CS2714'OF THE SOUTHEAST CORNER OF THE ADDITION TO BUILDING WHICH
 CS2714'HAS SLATE SHINGLE SIDING, 111 FEET EAST OF A METAL WITNESS POST,
 CS2714'AND 45 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE DIRT
 CS2714'STREET.
 CS2714'
 CS2714'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MILFORD NO 1
 CS2714'1948, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2714'ABOUT 3 INCHES.  IT IS 127 FEET WEST OF THE CENTER LINE OF A
 CS2714'NORTH-SOUTH STREET, 25 FEET NORTH-NORTHEAST OF THE CENTER
 CS2714'LINE OF THE NARROW STREET, AND 1 FOOT SOUTH OF A FENCE LINE.
 CS2714'
 CS2714'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MILFORD NO 3
 CS2714'1948, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2714'ABOUT 6 INCHES.  IT IS 25 FEET SOUTH OF THE CENTER LINE OF
 CS2714'THE NARROW STREET, 13 FEET SOUTHEAST OF A PECAN TREE, 9 FEET
 CS2714'NORTHEAST OF THE NORTHEAST CORNER OF THE METAL PART OF BUILDING,
 CS2714'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 CS2714'
 CS2714'AZIMUTH MARK, A STANDARD DISK STAMPED MILFORD 1948, IS SET
 CS2714'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 CS2714'IT IS 39 FEET WEST OF THE EXTENDED CENTER LINE OF A PRIVATE
 CS2714'DRIVEWAY, 22 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD,
 CS2714'62 FEET SOUTHEAST OF A POWER LINE POLE WITH TRANSFORMER,
 CS2714'22 FEET NORTHWEST OF A FENCE CORNER, AND 3 FEET NORTHWEST
 CS2714'OF A WOODEN WITNESS POST.
 CS2714
 CS2714                          STATION RECOVERY (1965)
 CS2714
 CS2714'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (JN)
 CS2714'MILFORD 1948 RECOVERED GOOD-DESCRIPTION ADEQUATE.
 CS2714'
 CS2714'RM 1 TO RM 3 RECOVERED GOOD-DESCRIPTION ADEQUATE EXCEPT ON NO. 1-DROP
 CS2714'AND SOUTH OF A FENCE LINE.
 CS2714'
 CS2714'AZI MK DID NOT SEARCH.
 CS2714'
 CS2714'DISTANCE AND DIRECTION FROM NEAREST TOWN--MILFORD TX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2721 ***********************************************************************
 CS2721  DESIGNATION -  MILFORD MUNICIPAL TANK
 CS2721  PID         -  CS2721
 CS2721  STATE/COUNTY-  TX/ELLIS
 CS2721  USGS QUAD   -  ITALY (1978)
 CS2721
 CS2721                         *CURRENT SURVEY CONTROL
 CS2721  ___________________________________________________________________
 CS2721* NAD 83(1993)-  32 07 30.83888(N)    096 56 42.56104(W)     ADJUSTED  
 CS2721* NAVD 88     -                                                        
 CS2721  ___________________________________________________________________
 CS2721  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 CS2721  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CS2721
 CS2721  HORZ ORDER  -  THIRD
 CS2721
 CS2721.The horizontal coordinates were established by classical geodetic methods
 CS2721.and adjusted by the National Geodetic Survey in February 1996..
 CS2721
 CS2721
 CS2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2721
 CS2721.The geoid height was determined by GEOID03.
 CS2721
 CS2721;                    North         East     Units Scale Factor Converg.
 CS2721;SPC TXNC     - 2,051,937.792   746,717.035   MT  1.00000225   +0 50 52.8
 CS2721;SPC TXNC     - 6,732,065.91  2,449,854.14   sFT  1.00000225   +0 50 52.8
 CS2721;UTM  14      - 3,556,165.895   693,844.932   MT  1.00006341   +1 05 35.0
 CS2721
 CS2721                          SUPERSEDED SURVEY CONTROL
 CS2721
 CS2721  NAD 83(1986)-  32 07 30.84690(N)    096 56 42.54115(W) AD(       ) 4
 CS2721  NAD 27      -  32 07 30.30200(N)    096 56 41.55000(W) AD(       ) 3
 CS2721
 CS2721.Superseded values are not recommended for survey control.
 CS2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2721.See file dsdata.txt to determine how the superseded data were derived.
 CS2721
 CS2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA9384556166(NAD 83)
 CS2721_MARKER: 53 = ELEVATED TANK
 CS2721
 CS2721  HISTORY     - Date     Condition        Report By
 CS2721  HISTORY     - 1948     FIRST OBSERVED   CGS
 CS2721
 CS2721                          STATION DESCRIPTION
 CS2721
 CS2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2721'THE STATION IS LOCATED IN THE CENTRAL PART OF THE TOWN OF
 CS2721'MILFORD ABOUT 100 YARDS SOUTHEAST OF THE STOPLIGHT.
 CS2721'
 CS2721'THE TANK IS OF STEEL CONSTRUCTION, 40 FEET SQUARE AT THE
 CS2721'BASE, FOUR-LEGGED, 110 FEET HIGH AND PAINTED SILVER.  THE
 CS2721'LETTERS, MILFORD, ARE PAINTED ON THE TANK IN BLACK.
 CS2721'
 CS2721'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0691 ***********************************************************************
 CR0691  DESIGNATION -  MILL
 CR0691  PID         -  CR0691
 CR0691  STATE/COUNTY-  TX/HENDERSON
 CR0691  USGS QUAD   -  ATHENS (1984)
 CR0691
 CR0691                         *CURRENT SURVEY CONTROL
 CR0691  ___________________________________________________________________
 CR0691* NAD 83(1993)-  32 12 19.56045(N)    095 52 16.72861(W)     ADJUSTED  
 CR0691* NAVD 88     -       163.450  (meters)     536.25   (feet)  ADJUSTED  
 CR0691  ___________________________________________________________________
 CR0691  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 CR0691  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0691  DYNAMIC HT  -         163.260 (meters)     535.63  (feet)  COMP
 CR0691  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CR0691
 CR0691  HORZ ORDER  -  SECOND
 CR0691  VERT ORDER  -  SECOND    CLASS 0
 CR0691
 CR0691.The horizontal coordinates were established by classical geodetic methods
 CR0691.and adjusted by the National Geodetic Survey in February 1996..
 CR0691
 CR0691.The orthometric height was determined by differential leveling
 CR0691.and adjusted by the National Geodetic Survey in June 1991..
 CR0691
 CR0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0691
 CR0691.The geoid height was determined by GEOID03.
 CR0691
 CR0691.The dynamic height is computed by dividing the NAVD 88
 CR0691.geopotential number by the normal gravity value computed on the
 CR0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0691.degrees latitude (g = 980.6199 gals.).
 CR0691
 CR0691.The modeled gravity was interpolated from observed gravity values.
 CR0691
 CR0691;                    North         East     Units Scale Factor Converg.
 CR0691;SPC TXNC     - 2,062,845.867   847,806.802   MT  0.99998081   +1 26 01.2
 CR0691;SPC TXNC     - 6,767,853.48  2,781,512.82   sFT  0.99998081   +1 26 01.2
 CR0691;UTM  15      - 3,566,823.051   229,346.246   MT  1.00050347   -1 31 52.4
 CR0691
 CR0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0691!SPC TXNC     -   0.99997836  x   0.99998081  =   0.99995917
 CR0691!UTM  15      -   0.99997836  x   1.00050347  =   1.00048182
 CR0691
 CR0691:                Primary Azimuth Mark                     Grid Az
 CR0691:SPC TXNC     -  ATHENS MUNICIPAL TANK                    080 39 10.6
 CR0691:UTM  15      -  ATHENS MUNICIPAL TANK                    083 37 04.2
 CR0691
 CR0691|---------------------------------------------------------------------|
 CR0691| PID    Reference Object                     Distance      Geod. Az  |
 CR0691|                                                           dddmmss.s |
 CR0691| CR1305 ATHENS MUNICIPAL TANK               APPROX. 2.0 KM 0820511.8 |
 CR0691| CR1304 ATHENS HENDERSON CO CTHSE FLAG      APPROX. 1.6 KM 0921559.9 |
 CR0691| CR0692 MILL RM 1                            18.000 METERS 13739     |
 CR0691| CY1671 MILL AZ MK 2                                       1762332.1 |
 CR0691| CR0693 MILL AZ MK                                         3193419.9 |
 CR0691| CR0690 MILL RM 2                            18.430 METERS 32049     |
 CR0691|---------------------------------------------------------------------|
 CR0691
 CR0691                          SUPERSEDED SURVEY CONTROL
 CR0691
 CR0691  NAD 83(1986)-  32 12 19.56832(N)    095 52 16.71258(W) AD(       ) 2
 CR0691  NAD 27      -  32 12 19.02500(N)    095 52 15.83900(W) AD(       ) 2
 CR0691  NGVD 29 (??/??/92)  163.456  (m)          536.27   (f) ADJ UNCH    2 0
 CR0691
 CR0691.Superseded values are not recommended for survey control.
 CR0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0691.See file dsdata.txt to determine how the superseded data were derived.
 CR0691
 CR0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR2934666823(NAD 83)
 CR0691_MARKER: DS = TRIANGULATION STATION DISK
 CR0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0691_STAMPING: MILL 1947
 CR0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0691+STABILITY: SURFACE MOTION
 CR0691
 CR0691  HISTORY     - Date     Condition        Report By
 CR0691  HISTORY     - 1947     MONUMENTED       CGS
 CR0691  HISTORY     - 1948     GOOD             NGS
 CR0691  HISTORY     - 1949     GOOD             CGS
 CR0691  HISTORY     - 1960     GOOD             CGS
 CR0691  HISTORY     - 19771123 MARK NOT FOUND   USGS
 CR0691  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0691
 CR0691                          STATION DESCRIPTION
 CR0691
 CR0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CR0691'THE STATION IS LOCATED AT THE WEST EDGE OF ATHENS.  0.1 MILE
 CR0691'NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 175 AND STATE
 CR0691'HIGHWAY 31.  IT IS 64 FEET NORTHWEST OF THE NORTHWEST CORNER
 CR0691'OF A SMALL WHITE BUILDING, 52 FEET SOUTH OF THE CENTER OF U.S.
 CR0691'HIGHWAY 175, 18 FEET EAST OF THE FENCE AROUND THE LONE STAR GAS
 CR0691'CO. PUMP HOUSE, AND 15.5 FEET EAST OF A 4-INCH SQUARE, WHITE
 CR0691'WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED MILL
 CR0691'1947 AND PROJECTS 6 INCHES.
 CR0691'
 CR0691'REFERENCE MARK NO. 1 IS 54 FEET SOUTHWEST OF THE CENTER OF U.S.
 CR0691'HIGHWAY 175, 26.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 CR0691'SMALL WHITE BUILDING AND 4 FEET SOUTH OF A 4-INCH SQUARE
 CR0691'CONCRETE HIGHWAY MARKER PROJECTING 2 FEET.  IT IS STAMPED MILL
 CR0691'NO 1 1947 AND PROJECTS 6 INCHES.
 CR0691'
 CR0691'REFERENCE MARK NO. 2 IS 47 FEET SOUTH OF THE CENTER OF U.S.
 CR0691'HIGHWAY 175, 4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CR0691'CULVERT, AND 3 FEET NORTH OF THE FENCE AROUND THE LONE STAR GAS
 CR0691'CO. PUMP HOUSE.  IT IS STAMPED MILL NO 2 1947 AND PROJECTS
 CR0691'6 INCHES.
 CR0691'
 CR0691'AZIMUTH MARK IS 100 FEET NORTH OF THE NORTHWEST CORNER OF A
 CR0691'BRICK HOUSE, 55 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 CR0691'175 AND 4 FEET SOUTHEAST OF A 4-INCH SQUARE, WOODEN WITNESS
 CR0691'POST PROJECTING 2 FEET.  IT IS STAMPED MILL 1947 AND PROJECTS
 CR0691'6 INCHES.
 CR0691'
 CR0691'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON
 CR0691'U.S. HIGHWAY 175 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 CR0691'LEFT AS DESCRIBED.
 CR0691'
 CR0691'AN 87 FOOT SIGNAL AT ATHENS IS VISIBLE AT 50 FEET
 CR0691'
 CR0691'A 100 FOOT SIGNAL AT HOLLYWOOD IS VISIBLE AT 37 FEET
 CR0691'
 CR0691'A 100 FOOT SIGNAL AT COON 1935 IS VISIBLE AT 37 FEET
 CR0691'
 CR0691'AN 87 FOOT SIGNAL AT HOLLY IS VISIBLE AT 37 FEET
 CR0691'
 CR0691'A 74 FOOT SIGNAL AT MIDWAY IS VISIBLE AT THE GROUND,
 CR0691'
 CR0691'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 37 FEET
 CR0691'
 CR0691'A 74 FOOT SIGNAL AT TARRANT IS VISIBLE AT 37 FEET.
 CR0691'
 CR0691'AN 87 FOOT SIGNAL AT EUSTACE IS VISIBLE AT 37 FEET.
 CR0691'
 CR0691'A 74 FOOT SIGNAL AT PICKENS IS VISIBLE AT 37 FEET.
 CR0691'
 CR0691'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR0691
 CR0691                          STATION RECOVERY (1948)
 CR0691
 CR0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CR0691'IN ATHENS.
 CR0691'AT THE WEST EDGE OF ATHENS, 1.0 MILE WEST OF THE COURTHOUSE, 0.15 MILE
 CR0691'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 175 AND STATE HIGHWAY 31,
 CR0691'ACROSS U.S. HIGHWAY 175 FROM MOTEL WILLIAMS, 64.3 FEET NORTH OF THE
 CR0691'NORTHWEST CORNER OF THE GARAGE PORTION OF A HOUSE, 52.5 FEET SOUTHWEST
 CR0691'OF THE CENTER LINE OF U.S. HIGHWAY 175, 17.7 FEET EAST OF A FENCE
 CR0691'SURROUNDING A LONE STAR GAS COMPANY PUMPHOUSE, 0.8 FOOT NORTH OF A
 CR0691'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CR0691'FOOT ABOVE THE GROUND.
 CR0691
 CR0691                          STATION RECOVERY (1949)
 CR0691
 CR0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR0691'THIS STATION FOUND AS DESCRIBED, ALL MARKS WERE IN GOOD
 CR0691'CONDITION, AND ALL MEASUREMENTS CHECKED.  A U.S.B.M. WHITE
 CR0691'WITNESS POST WAS FOUND 1 FOOT SOUTH OF THE STATION.
 CR0691'
 CR0691'OBSERVATIONS MADE FROM A 64 FT. TOWER.
 CR0691'
 CR0691'RECENT CONSTRUCTION OBSTRUCTS VISIBILITY FROM THE GROUND
 CR0691'OF ATHENS MUN TANK
 CR0691'
 CR0691'AZIMUTH MARK NOT VISIBLE FROM THE GROUND.  (SMALL AMOUNT
 CR0691'OF CLEARING OF SMALL BUSHES WOULD MAKE IT VISIBLE)
 CR0691
 CR0691                          STATION RECOVERY (1960)
 CR0691
 CR0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 CR0691'THE STATION MARK, THE TWO REFERENCE MARKS AND THE AZIMUTH MARK,
 CR0691'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DUE TO NEW
 CR0691'HIGHWAY CONSTRUCTION THE AZIMUTH WAS REMOVED, AFTER A NEW
 CR0691'AZIMUTH MARK WAS ESTABLISHED WHICH IS DESCRIBED AS FOLLOWS.
 CR0691'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILL 1947 RESET
 CR0691'1960 IN A CONCRETE POST ABOUT FLUSH WITH THE SURFACE OF THE
 CR0691'GROUND, ABOUT 0.25 MILE SOUTH OF THE STATION, ALONG THE SOUTH
 CR0691'SIDE OF HIGHWAY NO. 31, ABOUT 0.05 MILE WEST OF THE JUNCTION
 CR0691'OF HIGHWAY 31 AND NO. 175.  IT IS IN A SHRUB ROW, 72.5 FEET
 CR0691'SOUTH OF THE CENTERLINE OF NO. 31, 27 FEET SOUTH OF THE POLE
 CR0691'LINE AND 15 FEET SOUTHWEST OF THE SOUTHWEST CURB OF A TURN-OUT
 CR0691'LANE.
 CR0691
 CR0691                          STATION RECOVERY (1977)
 CR0691
 CR0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0691'MARK NOT FOUND.
 CR0691
 CR0691                          STATION RECOVERY (1998)
 CR0691
 CR0691'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0232 ***********************************************************************
 AJ0232  DESIGNATION -  MILL
 AJ0232  PID         -  AJ0232
 AJ0232  STATE/COUNTY-  TX/JIM WELLS
 AJ0232  USGS QUAD   -  ELLA (1963)
 AJ0232
 AJ0232                         *CURRENT SURVEY CONTROL
 AJ0232  ___________________________________________________________________
 AJ0232* NAD 83(1993)-  27 29 33.07080(N)    098 06 18.59338(W)     ADJUSTED  
 AJ0232* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 AJ0232  ___________________________________________________________________
 AJ0232  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AJ0232  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AJ0232
 AJ0232  HORZ ORDER  -  THIRD
 AJ0232
 AJ0232.The horizontal coordinates were established by classical geodetic methods
 AJ0232.and adjusted by the National Geodetic Survey in February 1996..
 AJ0232
 AJ0232.The orthometric height was scaled from a topographic map.
 AJ0232
 AJ0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ0232
 AJ0232.The geoid height was determined by GEOID03.
 AJ0232
 AJ0232;                    North         East     Units Scale Factor Converg.
 AJ0232;SPC TX S     - 5,202,352.700   339,014.406   MT  0.99993144   +0 10 45.3
 AJ0232;SPC TX S     -17,068,052.15  1,112,249.76   sFT  0.99993144   +0 10 45.3
 AJ0232;UTM  14      - 3,041,306.903   588,393.259   MT  0.99969644   +0 24 47.2
 AJ0232
 AJ0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ0232!SPC TX S     -   0.99999578  x   0.99993144  =   0.99992722
 AJ0232!UTM  14      -   0.99999578  x   0.99969644  =   0.99969222
 AJ0232
 AJ0232|---------------------------------------------------------------------|
 AJ0232| PID    Reference Object                     Distance      Geod. Az  |
 AJ0232|                                                           dddmmss.s |
 AJ0232| CV2681 MILL RM 2                            17.284 METERS 00605     |
 AJ0232| CV2679 MILL AZ MK                                         0064236.2 |
 AJ0232| AJ1239 HUMBLE OIL CO KING RANCH MAST       APPROX. 5.2 KM 1122401.5 |
 AJ0232| AJ1241 HUMBLE OIL CO KING RANCH TK         APPROX. 5.5 KM 1232456.4 |
 AJ0232| AJ1244 ELLA HUMBLE OIL CO WATER TANK       APPROX. 2.4 KM 1815636.9 |
 AJ0232| CV2680 MILL RM 1                            13.271 METERS 18748     |
 AJ0232|---------------------------------------------------------------------|
 AJ0232
 AJ0232                          SUPERSEDED SURVEY CONTROL
 AJ0232
 AJ0232  NAD 83(1986)-  27 29 33.07951(N)    098 06 18.56960(W) AD(       ) 3
 AJ0232  NAD 27      -  27 29 31.95290(N)    098 06 17.55670(W) AD(       ) 3
 AJ0232
 AJ0232.Superseded values are not recommended for survey control.
 AJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0232.See file dsdata.txt to determine how the superseded data were derived.
 AJ0232
 AJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8839341307(NAD 83)
 AJ0232_MARKER: DS = TRIANGULATION STATION DISK
 AJ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0232_STAMPING: MILL 1961
 AJ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0232+STABILITY: SURFACE MOTION
 AJ0232
 AJ0232  HISTORY     - Date     Condition        Report By
 AJ0232  HISTORY     - 1961     MONUMENTED       CGS
 AJ0232  HISTORY     - 1976     GOOD             TXHD
 AJ0232  HISTORY     - 1976     GOOD             TXHD
 AJ0232  HISTORY     - 1985     GOOD             LOCENG
 AJ0232
 AJ0232                          STATION DESCRIPTION
 AJ0232
 AJ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ0232'THE STATION IS APPROXIMATELY 9 MILES NORTH OF PREMONT, 4
 AJ0232'MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 AJ0232'HIGHWAY 144, 0.2 MILE SOUTH OF A WINDMILL AND ON THE
 AJ0232'RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 281 AND THE TEXAS AND NEW
 AJ0232'ORLEANS RAILROAD.
 AJ0232'
 AJ0232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ0232'AND FARM ROAD 716 AT THE NORTH EDGE OF PREMONT, GO NORTH
 AJ0232'ON HIGHWAY 281 FOR 7.0 MILES TO A CROSSROAD.  CONTINUE NORTH
 AJ0232'ON HIGHWAY 281 FOR 1.6 MILES TO THE STATION ON THE RIGHT.
 AJ0232'(CONTINUE NORTH ON HIGHWAY 281 FOR 0.45 MILE TO THE AZIMUTH
 AJ0232'MARK ON THE RIGHT.)
 AJ0232'
 AJ0232'STATION MARKS ARE STANDARD DISKS STAMPED MILL 1961.  THE
 AJ0232'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ0232'3 INCHES.  IT IS 52.5 FEET EAST OF THE CENTER LINE OF HIGHWAY
 AJ0232'281, 38 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 25
 AJ0232'FEET SOUTH OF A TELEPHONE POLE AND 6 FEET NORTHEAST OF A
 AJ0232'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AJ0232'MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ0232'
 AJ0232'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MILL NO 1 1961,
 AJ0232'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AJ0232'IT IS 52 FEET EAST OF THE CENTER LINE OF HIGHWAY 281, 38
 AJ0232'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK AND 38 FEET
 AJ0232'SOUTH OF THE METAL WITNESS POST.
 AJ0232'
 AJ0232'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MILL NO 2 1961,
 AJ0232'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ0232'IT IS 51.5 FEET EAST OF THE CENTER LINE OF HIGHWAY 281, 38
 AJ0232'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK AND 32 FEET
 AJ0232'NORTH OF THE TELEPHONE POLE.
 AJ0232'
 AJ0232'AZIMUTH MARK, A STANDARD DISK STAMPED MILL 1961, IS SET IN A
 AJ0232'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 48 FEET
 AJ0232'EAST OF THE CENTER LINE OF HIGHWAY 281, 41.5 FEET WEST OF THE
 AJ0232'WEST RAIL OF THE RAILROAD TRACK, 2 FEET SOUTH OF A TELEPHONE
 AJ0232'POLE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 AJ0232'
 AJ0232'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ0232
 AJ0232                          STATION RECOVERY (1976)
 AJ0232
 AJ0232'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1976 (CLJ)
 AJ0232'MILL 1961 RECOVERED GOOD.
 AJ0232'
 AJ0232'ALL OTHER MARKS NOT SEARCHED FOR.
 AJ0232'
 AJ0232'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.  STATION
 AJ0232'WAS DETERMINED TO HAVE AN ELEVATION OF 172.233 FT. ABOVE MEAN SEA
 AJ0232'LEVEL.
 AJ0232'
 AJ0232'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES N. OF
 AJ0232'PREMONT.
 AJ0232
 AJ0232                          STATION RECOVERY (1976)
 AJ0232
 AJ0232'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0232'8.85 MI N FROM PREMONT.
 AJ0232'8.85 MILES NORTH ALONG U.S. HIGHWAY NO. 281 FROM THE TEXAS AND NEW
 AJ0232'ORLEANS RAILWAY STATION AT PREMONT, 3.2 MILES SOUTH OF A BRIDGE OVER
 AJ0232'ESCONDIDO CREEK, AT THE TOP OF A GRADE, AND IN THE EAST RIGHT-OF-WAY
 AJ0232'FENCE LINE OF THE HIGHWAY AND 8 FEET SOUTHEAST OF A METAL WITNESS
 AJ0232'POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 AJ0232
 AJ0232                          STATION RECOVERY (1985)
 AJ0232
 AJ0232'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (BG)
 AJ0232'MILL 1961 RECOVERED GOOD.
 AJ0232'
 AJ0232'MILL 1 RECOVERED GOOD APPROX 50 FEET SOUTH OF MILL.
 AJ0232'
 AJ0232'MILL 2 RECOVERED GOOD APPROX 50 FEET NORTH OF MILL.
 AJ0232'
 AJ0232'WITNESS MARK RUSTY AND BENT OVER.  SIGN FOUND ON THE GROUND.
 AJ0232'
 AJ0232'DISTANCE AND DIRECTION FROM NEAREST TOWN--PREMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1514 ***********************************************************************
 AH1514  DESIGNATION -  MILL
 AH1514  PID         -  AH1514
 AH1514  STATE/COUNTY-  TX/KENEDY
 AH1514  USGS QUAD   -  LA PARRA RANCH SE (1975)
 AH1514
 AH1514                         *CURRENT SURVEY CONTROL
 AH1514  ___________________________________________________________________
 AH1514* NAD 83(1993)-  27 00 34.11300(N)    097 36 22.44993(W)     ADJUSTED  
 AH1514* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1514  ___________________________________________________________________
 AH1514  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AH1514  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AH1514
 AH1514  HORZ ORDER  -  SECOND
 AH1514
 AH1514.The horizontal coordinates were established by classical geodetic methods
 AH1514.and adjusted by the National Geodetic Survey in February 1996..
 AH1514
 AH1514.The orthometric height was scaled from a topographic map.
 AH1514
 AH1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1514
 AH1514.The geoid height was determined by GEOID03.
 AH1514
 AH1514;                    North         East     Units Scale Factor Converg.
 AH1514;SPC TX S     - 5,149,085.830   388,692.929   MT  0.99989480   +0 24 20.8
 AH1514;SPC TX S     -16,893,292.43  1,275,236.72   sFT  0.99989480   +0 24 20.8
 AH1514;UTM  14      - 2,988,248.679   638,279.026   MT  0.99983605   +0 37 59.0
 AH1514
 AH1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1514!SPC TX S     -   1.00000306  x   0.99989480  =   0.99989786
 AH1514!UTM  14      -   1.00000306  x   0.99983605  =   0.99983911
 AH1514
 AH1514:                Primary Azimuth Mark                     Grid Az
 AH1514:SPC TX S     -  HUMBLE OIL CO HUB 3                      094 40 58.4
 AH1514:UTM  14      -  HUMBLE OIL CO HUB 3                      094 27 20.2
 AH1514
 AH1514|---------------------------------------------------------------------|
 AH1514| PID    Reference Object                     Distance      Geod. Az  |
 AH1514|                                                           dddmmss.s |
 AH1514| AH1517 HUMBLE OIL CO HUB 3                 APPROX. 5.9 KM 0950519.2 |
 AH1514| CV2677 MILL RM 1                            22.821 METERS 21218     |
 AH1514| CV2676 MILL AZ MK                                         3282646.5 |
 AH1514| CV2678 MILL RM 2                            27.217 METERS 33519     |
 AH1514|---------------------------------------------------------------------|
 AH1514
 AH1514                          SUPERSEDED SURVEY CONTROL
 AH1514
 AH1514  NAD 83(1986)-  27 00 34.12924(N)    097 36 22.42362(W) AD(       ) 2
 AH1514  NAD 27      -  27 00 32.94300(N)    097 36 21.45700(W) AD(       ) 2
 AH1514
 AH1514.Superseded values are not recommended for survey control.
 AH1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1514.See file dsdata.txt to determine how the superseded data were derived.
 AH1514
 AH1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3827988249(NAD 83)
 AH1514_MARKER: DS = TRIANGULATION STATION DISK
 AH1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1514
 AH1514  HISTORY     - Date     Condition        Report By
 AH1514  HISTORY     - 1950     MONUMENTED       CGS
 AH1514  HISTORY     - 1950     GOOD             CGS
 AH1514  HISTORY     - 1985     GOOD             AEROS
 AH1514
 AH1514                          STATION DESCRIPTION
 AH1514
 AH1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1514'THE STATION IS LOCATED ABOUT 12.0 MILES EAST OF TURCOTTE,
 AH1514'18-3/4 MILES SOUTHEAST OF SARITA AND ABOUT 0.15 MILE SOUTH OF
 AH1514'A WINDMILL ON THE HIGH POINT OF A GRASS COVERED RIDGE AND
 AH1514'ON LAND OWNED BY THE KENEDY RANCH.  IT IS STAMPED MILL 1949
 AH1514'AND SET FLUSH WITH THE GROUND SURFACE.
 AH1514'
 AH1514'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION AND ON
 AH1514'ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED
 AH1514'MILL NO 1 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AH1514'
 AH1514'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND ON ABOUT
 AH1514'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED MILL
 AH1514'NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AH1514'
 AH1514'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 AH1514'NO 2 IS 144.40 FEET.
 AH1514'
 AH1514'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWEST OF THE STATION,
 AH1514'15 FEET NORTH OF THE CENTER OF EAST-WEST SAND ROAD AND ABOUT
 AH1514'40 FEET SOUTH OF A MESQUITE BUSH.  IT IS STAMPED MILL 1949
 AH1514'AND SET FLUSH WITH THE GROUND SURFACE.  TO REACH FROM THE
 AH1514'STATION, GO NORTHWEST ACROSS OPEN AREA FOR ABOUT 0.35 MILE
 AH1514'TO EAST-WEST ROAD AND MARK AS DESCRIBED.
 AH1514'
 AH1514'TO REACH THE STATION FROM TURCOTTE, FROM TWO RANCH HOUSES
 AH1514'ON WEST SIDE OF RAILROAD AND U.S. HIGHWAY NO 77, GO NORTH ON
 AH1514'U.S. HIGHWAY 77 FOR 2.25 MILES TO LOCKED GATE ON THE EAST
 AH1514'SIDE, (THIS GATE IS ABOUT 5 MILES SOUTH OF MIFFLIN AND 0.3
 AH1514'MILE SOUTH OF BRIDGE USED AS UNDERPASS FOR STOCK ACROSS HIGHWAY)
 AH1514'(KEY TO GATE WILL HAVE TO BE OBTAINED FROM RANCH OFFICIALS
 AH1514'AT SARITA) PASS THROUGH GATE AND FOLLOW GRADED ROAD EAST
 AH1514'FOR 8.7 MILES TO METAL GATE ABOUT 0.1 MILE WEST OF WINDMILL,
 AH1514'BUILDING AND CONCRETE SUPPLY TANK ABOVE GROUND, PASS THROUGH
 AH1514'GATE AND CONTINUE FOR 0.05 MILE, TURN RIGHT JUST BEFORE
 AH1514'REACHING METAL GATE AND CONTINUE EAST ALONG THE SOUTH SIDE
 AH1514'OF FENCE LINE FOR 0.25 MILE TO FENCE CORNER, TURN LEFT AND
 AH1514'FOLLOW SANDY ROAD NORTHEAST AND EAST ALONG THE EAST SIDE
 AH1514'OF FENCE LINE FOR 4.15 MILES TO WINDMILL ABOUT 0.1 MILE
 AH1514'SOUTH OF ROAD, LEAVE SANDY ROAD, TURN RIGHT AND GO SOUTH
 AH1514'ACROSS OPEN AREA FOR ABOUT 0.2 MILE TO HIGH POINT ON
 AH1514'SAND RIDGE AND STATION AS DESCRIBED.
 AH1514'
 AH1514'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AH1514
 AH1514                          STATION RECOVERY (1950)
 AH1514
 AH1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1514'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH1514'THE ORIGINAL DESCRIPTION BY R.L. ENGDAHL IS ADEQUATE AND
 AH1514'COMPLETE.
 AH1514
 AH1514                          STATION RECOVERY (1985)
 AH1514
 AH1514'RECOVERY NOTE BY AERO SERVICE CORPORATION 1985
 AH1514'MILL 1949 STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 AH1514'
 AH1514'STATION IS ON A GRASSY KNOLL APPRX. .2 MI FROM A DRIVABLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1129 ***********************************************************************
 CT1129  DESIGNATION -  MILL
 CT1129  PID         -  CT1129
 CT1129  STATE/COUNTY-  TX/TAYLOR
 CT1129  USGS QUAD   -  LAKE ABILENE (1987)
 CT1129
 CT1129                         *CURRENT SURVEY CONTROL
 CT1129  ___________________________________________________________________
 CT1129* NAD 83(1993)-  32 09 53.97856(N)    099 57 24.19870(W)     ADJUSTED  
 CT1129* NAVD 88     -       657.     (meters)    2156.     (feet)  SCALED    
 CT1129  ___________________________________________________________________
 CT1129  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CT1129  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CT1129
 CT1129  HORZ ORDER  -  THIRD
 CT1129
 CT1129.The horizontal coordinates were established by classical geodetic methods
 CT1129.and adjusted by the National Geodetic Survey in February 1996..
 CT1129
 CT1129.The orthometric height was scaled from a topographic map.
 CT1129
 CT1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1129
 CT1129.The geoid height was determined by GEOID03.
 CT1129
 CT1129;                    North         East     Units Scale Factor Converg.
 CT1129;SPC TXNC     - 2,056,213.715   462,602.430   MT  0.99999138   -0 47 40.2
 CT1129;SPC TXNC     - 6,746,094.50  1,517,721.47   sFT  0.99999138   -0 47 40.2
 CT1129;SPC TX C     - 3,277,034.323   735,526.378   MT  1.00008782   +0 11 38.3
 CT1129;SPC TX C     -10,751,403.44  2,413,139.46   sFT  1.00008782   +0 11 38.3
 CT1129;UTM  14      - 3,559,125.239   409,792.877   MT  0.99970035   -0 30 33.7
 CT1129
 CT1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1129!SPC TXNC     -   0.99990093  x   0.99999138  =   0.99989231
 CT1129!SPC TX C     -   0.99990093  x   1.00008782  =   0.99998874
 CT1129!UTM  14      -   0.99990093  x   0.99970035  =   0.99960131
 CT1129
 CT1129|---------------------------------------------------------------------|
 CT1129| PID    Reference Object                     Distance      Geod. Az  |
 CT1129|                                                           dddmmss.s |
 CT1129| CX7768 MILL RM 1                            12.991 METERS 26915     |
 CT1129| CX7767 MILL AZ MK                                         2694855.0 |
 CT1129| CX7769 MILL RM 2                            13.418 METERS 35940     |
 CT1129|---------------------------------------------------------------------|
 CT1129
 CT1129                          SUPERSEDED SURVEY CONTROL
 CT1129
 CT1129  NAD 83(1986)-  32 09 53.98483(N)    099 57 24.18609(W) AD(       ) 3
 CT1129  NAD 27      -  32 09 53.49900(N)    099 57 22.83760(W) AD(       ) 3
 CT1129
 CT1129.Superseded values are not recommended for survey control.
 CT1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1129.See file dsdata.txt to determine how the superseded data were derived.
 CT1129
 CT1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0979359125(NAD 83)
 CT1129_MARKER: DS = TRIANGULATION STATION DISK
 CT1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1129
 CT1129  HISTORY     - Date     Condition        Report By
 CT1129  HISTORY     - 1961     MONUMENTED       CGS
 CT1129
 CT1129                          STATION DESCRIPTION
 CT1129
 CT1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1129'THE STATION IS APPROXIMATELY 8-3/4 MILES WEST OF OVALO AND 6
 CT1129'MILES NORTHWEST OF BRADSHAW, ON THE SOUTH RIGHT-OF-WAY OF GRADED
 CT1129'ROAD AT TOP OF RIDGE WHERE THE GRADED ROAD ENDS AT A BOARD GATE
 CT1129'AND ENTRANCE TO PASTURE.
 CT1129'
 CT1129'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 CT1129'AND FARM ROAD 1086 AT BRADSHAW, GO NORTHWEST THROUGH BRADSHAW
 CT1129'ON FARM ROAD 1086 FOR 0.8 MILE TO CROSSROADS.  TURN RIGHT, NORTH,
 CT1129'ON GRAVEL ROAD FOR 1.0 MILE TO A T-INTERSECTION.  TURN LEFT,
 CT1129'WEST, NORTHERLY AND WEST, ON GRAVEL ROAD FOR 4.6 MILES TO A SIDE
 CT1129'ROAD RIGHT JUST NORTH OF A ROCK SCHOOLHOUSE.  TURN RIGHT,
 CT1129'NORTH, ON GRAVEL ROAD FOR 1.45 MILES TO CROSSROADS, A CATTLE
 CT1129'GUARD STRAIGHT AHEAD AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE
 CT1129'OF THE CROSSROADS.  TURN RIGHT, EAST, ON THE GRADED ROAD
 CT1129'FOR 0.6 MILE TO THE TOP OF THE RIDGE AT THE BOARD GATE AND THE
 CT1129'STATION ON THE RIGHT.
 CT1129'
 CT1129'STATION MARKS ARE STANDARD DISKS STAMPED MILL 1961.  THE
 CT1129'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT1129'6 INCHES.  IT IS 32 FEET SOUTHWEST OF THE CENTER OF THE BOARD
 CT1129'GATE, 18 FEET SOUTH OF THE CENTER OF THE GRADED ROAD, 4.5 FEET
 CT1129'WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 CT1129'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 CT1129'INCHES BELOW THE SURFACE OF THE GROUND.
 CT1129'
 CT1129'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MILL NO 1 1961, IS
 CT1129'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 47.5
 CT1129'FEET WEST OF THE METAL WITNESS POST, 18 FEET SOUTH OF THE
 CT1129'CENTER OF THE GRADED ROAD AND 1 FOOT NORTH OF THE FENCE.
 CT1129'
 CT1129'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MILL NO 2 1961,
 CT1129'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 CT1129'IS 39 FEET NORTHWEST OF THE CENTER OF THE BOARD GATE, 26 FEET
 CT1129'NORTH OF THE CENTER OF THE GRADED ROAD AND 1 FOOT SOUTH OF A
 CT1129'FENCE.
 CT1129'
 CT1129'AZIMUTH MARK, A STANDARD DISK STAMPED MILL 1961, IS SET IN A
 CT1129'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 51 FEET
 CT1129'SOUTH OF THE CENTER OF THE GRADED ROAD, 21 FEET EAST OF THE
 CT1129'CENTER OF THE GRAVEL ROAD, 2 FEET SOUTH OF A TELEPHONE POLE, 1.5
 CT1129'FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 CT1129'
 CT1129'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0796 ***********************************************************************
 EN0796  DESIGNATION -  MILL
 EN0796  PID         -  EN0796
 EN0796  STATE/COUNTY-  TX/DONLEY
 EN0796  USGS QUAD   -  BUFFALO ARROYO (1963)
 EN0796
 EN0796                         *CURRENT SURVEY CONTROL
 EN0796  ___________________________________________________________________
 EN0796* NAD 83(1993)-  34 54 30.29822(N)    101 03 20.83169(W)     ADJUSTED  
 EN0796* NAVD 88     -       832.     (meters)    2730.     (feet)  SCALED    
 EN0796  ___________________________________________________________________
 EN0796  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 EN0796  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EN0796
 EN0796  HORZ ORDER  -  FIRST
 EN0796
 EN0796.The horizontal coordinates were established by classical geodetic methods
 EN0796.and adjusted by the National Geodetic Survey in February 1996..
 EN0796
 EN0796.The orthometric height was scaled from a topographic map.
 EN0796
 EN0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0796
 EN0796.The geoid height was determined by GEOID03.
 EN0796
 EN0796;                    North         East     Units Scale Factor Converg.
 EN0796;SPC TX N     - 1,100,868.563   240,594.400   MT  0.99995015   +0 15 26.8
 EN0796;SPC TX N     - 3,611,766.28    789,350.13   sFT  0.99995015   +0 15 26.8
 EN0796;UTM  14      - 3,864,815.558   312,183.275   MT  1.00003478   -1 10 36.5
 EN0796
 EN0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0796!SPC TX N     -   0.99987361  x   0.99995015  =   0.99982377
 EN0796!UTM  14      -   0.99987361  x   1.00003478  =   0.99990838
 EN0796
 EN0796|---------------------------------------------------------------------|
 EN0796| PID    Reference Object                     Distance      Geod. Az  |
 EN0796|                                                           dddmmss.s |
 EN0796| CJ7105 MILL RM 1                            13.341 METERS 05015     |
 EN0796| EN0793 CLARENDON CABLE TV MAST             APPROX.14.1 KM 0751951.9 |
 EN0796| CJ7106 MILL RM 2                            14.908 METERS 16221     |
 EN0796| CJ7104 MILL AZ MK                                         3344906.4 |
 EN0796|---------------------------------------------------------------------|
 EN0796
 EN0796                          SUPERSEDED SURVEY CONTROL
 EN0796
 EN0796  NAD 83(1993)-  34 54 30.30093(N)    101 03 20.82890(W) AD(       ) 1
 EN0796  NAD 83(1986)-  34 54 30.30413(N)    101 03 20.82399(W) AD(       ) 1
 EN0796  NAD 27      -  34 54 30.11986(N)    101 03 19.28199(W) AD(       ) 1
 EN0796
 EN0796.Superseded values are not recommended for survey control.
 EN0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0796.See file dsdata.txt to determine how the superseded data were derived.
 EN0796
 EN0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1218364816(NAD 83)
 EN0796_MARKER: DS = TRIANGULATION STATION DISK
 EN0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0796
 EN0796  HISTORY     - Date     Condition        Report By
 EN0796  HISTORY     - 1964     MONUMENTED       CGS
 EN0796
 EN0796                          STATION DESCRIPTION
 EN0796
 EN0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0796'THE STATION IS ABOUT 9 MILES WEST-SOUTHWEST OF CLARENDON, ON THE
 EN0796'HIGHEST POINT OF A GRASS AND BRUSH COVERED HILL OWNED BY MONTY
 EN0796'REICHIE.
 EN0796'
 EN0796'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 287 AND STATE
 EN0796'HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, GO WEST-NORTHWEST ON
 EN0796'HIGHWAY 287 FOR 10.95 MILES TO FARM ROAD 2362.  TURN LEFT AND GO
 EN0796'SOUTH ON FARM ROAD 2362 FOR 1.5 MILES TO A FORK.  TAKE THE RIGHT FORK
 EN0796'AND CONTINUE SOUTH FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT.
 EN0796'TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 2.0 MILES TO A SIDE ROAD
 EN0796'ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 2.5 MILES TO A GATE.
 EN0796'PASS THROUGH THE GATE, TAKE A RIGHT FORK AND CONTINUE FOR 0.3 MILE
 EN0796'TO A GATE.  TURN RIGHT, PASS THROUGH THE GATE AND CONTINUE 0.5
 EN0796'MILE TO ANOTHER GATE.  TURN RIGHT, PASS THROOUGH THE GATE AND
 EN0796'CONTINUE FOR 0.2 MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD
 EN0796'AND CONTINUE FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EN0796'CONTINUE FOR 0.45 MILE TO A CORRAL ON THE LEFT.  CONTINUE STRAIGHT
 EN0796'AHEAD FOR 0.5 MILE TO A WINDMILL ON THE RIGHT.  CONTINUE
 EN0796'STRAIGHT AHEAD FOR 0.3 MILE TO A DIM TRACK ROAD ON THE LEFT.
 EN0796'TURN LEFT AND GO EASTERLY FOR 0.7 MILE TO A GATE AND A WINDMILL AT
 EN0796'THE TOP OF A RIDGE.  PASS THROUGH THE GATE AND CONTINUE FOR
 EN0796'0.05 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE FOR 0.15
 EN0796'MILE TO THE HIGHEST POINT AND THE STATION.
 EN0796'
 EN0796'THE STATION MARK IS A STANDARD DISK, STAMPED MILL 1964, SET IN THE
 EN0796'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 EN0796'92.4 FEET EAST OF A NORTH-SOUTH FENCE AND 3.1 FEET EAST OF A
 EN0796'WITNESS POST.
 EN0796'
 EN0796'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILL R M 1 1964, SET
 EN0796'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0796'IT IS 132.2 FEET EAST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE
 EN0796'STATION.
 EN0796'
 EN0796'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILL R M 2 1964, SET
 EN0796'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 EN0796'IT IS 98.9 FEET EAST OF THE FENCE AND AT ABOUT THE SAME ELEVATION AS
 EN0796'THE STATION.
 EN0796'
 EN0796'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MILL 1964, SET IN THE
 EN0796'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 EN0796'62.5 FEET EAST AND 8 FEET HIGHER THAN THE CENTERLINE OF THE ROAD,
 EN0796'18.7 FEET EAST OF A WITNESS POST AND 11 FEET EAST OF A CEDAR BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0848 ***********************************************************************
 GK0848  DESIGNATION -  MILL
 GK0848  PID         -  GK0848
 GK0848  STATE/COUNTY-  TX/HUTCHINSON
 GK0848  USGS QUAD   -  HOLT (1974)
 GK0848
 GK0848                         *CURRENT SURVEY CONTROL
 GK0848  ___________________________________________________________________
 GK0848* NAD 83(1993)-  36 03 10.53263(N)    101 11 53.67515(W)     ADJUSTED  
 GK0848* NAVD 88     -       963.     (meters)    3159.     (feet)  SCALED    
 GK0848  ___________________________________________________________________
 GK0848  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 GK0848  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 GK0848
 GK0848  HORZ ORDER  -  FIRST
 GK0848
 GK0848.The horizontal coordinates were established by classical geodetic methods
 GK0848.and adjusted by the National Geodetic Survey in February 1996..
 GK0848
 GK0848.The orthometric height was scaled from a topographic map.
 GK0848
 GK0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0848
 GK0848.The geoid height was determined by GEOID03.
 GK0848
 GK0848;                    North         East     Units Scale Factor Converg.
 GK0848;SPC TX N     - 1,227,792.386   227,188.525   MT  0.99997218   +0 10 29.6
 GK0848;SPC TX N     - 4,028,182.19    745,367.69   sFT  0.99997218   +0 10 29.6
 GK0848;UTM  14      - 3,992,054.829   301,994.985   MT  1.00008311   -1 17 39.0
 GK0848
 GK0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0848!SPC TX N     -   0.99985307  x   0.99997218  =   0.99982526
 GK0848!UTM  14      -   0.99985307  x   1.00008311  =   0.99993617
 GK0848
 GK0848|---------------------------------------------------------------------|
 GK0848| PID    Reference Object                     Distance      Geod. Az  |
 GK0848|                                                           dddmmss.s |
 GK0848| CM9104 MILL RM 1                            12.173 METERS 07414     |
 GK0848| GK0849 ADOBE                               APPROX. 6.3 KM 1480328.1 |
 GK0848| CM9105 MILL RM 2                            10.644 METERS 19808     |
 GK0848| CM9103 MILL AZ MK                                         2702109.0 |
 GK0848| CM9106 MILL RM 3                            21.020 METERS 35054     |
 GK0848|---------------------------------------------------------------------|
 GK0848
 GK0848                          SUPERSEDED SURVEY CONTROL
 GK0848
 GK0848  NAD 83(1993)-  36 03 10.53273(N)    101 11 53.67557(W) AD(       ) 1
 GK0848  NAD 83(1986)-  36 03 10.54055(N)    101 11 53.66252(W) AD(       ) 1
 GK0848  NAD 27      -  36 03 10.41300(N)    101 11 52.09500(W) AD(       ) 1
 GK0848
 GK0848.Superseded values are not recommended for survey control.
 GK0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0848.See file dsdata.txt to determine how the superseded data were derived.
 GK0848
 GK0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0199592055(NAD 83)
 GK0848_MARKER: DS = TRIANGULATION STATION DISK
 GK0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0848
 GK0848  HISTORY     - Date     Condition        Report By
 GK0848  HISTORY     - 1952     MONUMENTED       CGS
 GK0848  HISTORY     - 1966     SEE DESCRIPTION  CGS
 GK0848
 GK0848                          STATION DESCRIPTION
 GK0848
 GK0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK0848'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF SPEARMAN AND
 GK0848'7-1/2 MILES EAST-NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 GK0848'117 AND FARM ROAD 279.
 GK0848'
 GK0848'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 GK0848'117 AND 152 IN STINNETT.  GO NORTHEASTERLY ON STATE HIGHWAY 117
 GK0848'FOR 15.7 MILES TO THE JUNCTION OF STATE HIGHWAY 117 AND FARM
 GK0848'ROAD 279.  TURN RIGHT, EAST, ON FARM ROAD 279 AND GO 7.8
 GK0848'MILES TO A CROSSROAD.  TURN LEFT, NORTH, ON A DIRT ROAD AND
 GK0848'GO 1.0 MILE TO A T-ROAD.  TURN LEFT, WEST, AND GO 0.2 MILE
 GK0848'TO A SIDE ROAD RIGHT. TURN RIGHT, NORTH, AND GO 1.0 MILE TO A
 GK0848'CROSSROAD AND STATION SITE ON THE RIGHT.  TO REACH THE AZIMUTH
 GK0848'MARK FROM THE STATION GO WEST ON DIRT ROAD FOR 0.4 MILE TO
 GK0848'THE MARK ON THE RIGHT.
 GK0848'
 GK0848'THE STATION MARK, STAMPED MILL 1952, IS A STANDARD DISK SET
 GK0848'IN THE TOP OF A CONCRETE POST THAT IS 14 INCHES BELOW THE
 GK0848'SURFACE OF THE GROUND.  IT IS 46 FEET EAST OF THE CENTER
 GK0848'LINE OF A NORTH-SOUTH ROAD.  39 FEET SOUTH OF THE CENTER LINE
 GK0848'OF AN EAST-WEST ROAD.  16 FEET SOUTHEAST OF A FENCE CORNER.
 GK0848'AND 12 FEET SOUTHEAST OF A WHITE WITNESS POST.
 GK0848'
 GK0848'REFERENCE MARK NO. 1, STAMPED MILL NO 1 1952, IS A STANDARD
 GK0848'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
 GK0848'IT IS 46 FEET EAST OF A FENCE LINE AND 1 FOOT SOUTH OF A
 GK0848'FENCE LINE.
 GK0848'
 GK0848'REFERENCE MARK NO. 2, STAMPED MILL NO 2 1952, IS A STANDARD
 GK0848'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 GK0848'IT IS SET IN A NORTH-SOUTH FENCE LINE, 45 FEET SOUTH OF A
 GK0848'FENCE CORNER.
 GK0848'
 GK0848'THE AZIMUTH MARK, STAMPED MILL 1952, IS A STANDARD DISK SET
 GK0848'IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 GK0848'IS LOCATED ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST ROAD.
 GK0848'3 FEET SOUTH OF A FENCE LINE AND 2 FEET EAST OF A WHITE
 GK0848'WITNESS POST.
 GK0848'
 GK0848'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 GK0848
 GK0848                          STATION RECOVERY (1966)
 GK0848
 GK0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 GK0848'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 WERE
 GK0848'RECOVERED.  THE SURFACE STATION MARK AND THE AZIMUTH MARK
 GK0848'WERE FOUND TO BE DESTROYED.  THE SURFACE STATION MARK WAS
 GK0848'FOUND LYING NEAR THE STATION AND INTACT, THE MARK WAS RESET
 GK0848'DIRECTLY OVER THE UNDERGROUND STATION MARK.  REFERENCE MARK NO.
 GK0848'1 WAS IN POSITION BUT COMPLETLY EXPOSED ON 3-SIDES DUE TO
 GK0848'EROSION, THE MARK WAS MOVED AND RE-STAMPED NO. 3.  THE AZIMUTH
 GK0848'DISK IN A SMALL PORTION OF THE CONCRETE WAS FOUND LYING IN
 GK0848'A FIELD NEAR THE ORIGINAL SITE.  THE DISK WAS SALVAGED AT
 GK0848'THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GK0848'
 GK0848'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF SPEARMAN AND
 GK0848'7-1/2 MILES EAST-NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 GK0848'15 AND FARM ROAD 281.
 GK0848'
 GK0848'THE STATION MARK IS A STANDARD DISK, STAMPED MILL 1952 1966
 GK0848'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT
 GK0848'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 43.5 FEET
 GK0848'EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 40.0 FEET
 GK0848'SOUTH OF A EAST-WEST DIRT ROAD, 51.5 FEET WEST-SOUTHWEST OF
 GK0848'A GALVANIZED CABLE TELEPHONE-ROUTE POST, 2.5 FEET WEST OF
 GK0848'A STEEL WITNESS POST AND SIGN AND 33.0 FEET EAST-NORTHEAST OF
 GK0848'THE EAST END OF A ROUND GALVANIZED CULVERT UNDER THE
 GK0848'NORTH-SOUTH DIRT ROAD.
 GK0848'
 GK0848'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MILL NO
 GK0848'2 1952 SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT,
 GK0848'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 33.0
 GK0848'FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 19.5
 GK0848'FEET SOUTHEAST OF EAST END OF THE GALVANIZED CULVERT AND 1.0
 GK0848'FOOT NORTH OF A FENCE CORNER POST.
 GK0848'
 GK0848'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED MILL NO
 GK0848'3 1952 1966 SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT,
 GK0848'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 28.5
 GK0848'FEET NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST, 33.0
 GK0848'FEET EAST OF THE CENTER OF NORTH-SOUTH DIRT ROAD, 11.5 FEET
 GK0848'SOUTH OF A TELEPHONE POLE AND 2.0 FEET SOUTHEAST OF A FENCE
 GK0848'CORNER.
 GK0848'
 GK0848'TO REACH THE STATION FROM THE COURTHOUSE IN SPEARMAN, GO EAST
 GK0848'ON FARM ROADS 759 AND 760 FOR 0.5 MILE TO A CROSS ROAD, TURN
 GK0848'RIGHT AND GO SOUTH ON FARM ROAD 760 FOR 7.8 MILES TO A CROSS
 GK0848'ROADS.  CONTINUE STRAIGHT AHEAD SOUTH ON FARM ROAD 281 FOR
 GK0848'1.95 MILES TO A CROSS ROAD.  TURN RIGHT AND GO WEST ON A
 GK0848'GRADED DIRT ROAD FOR 1.05 MILE TO THE STATION IN THE SOUTHEAST
 GK0848'ANGLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0790 ***********************************************************************
 CC0790  DESIGNATION -  MILL
 CC0790  PID         -  CC0790
 CC0790  STATE/COUNTY-  TX/LOVING
 CC0790  USGS QUAD   -  SODA LAKE NW (1981)
 CC0790
 CC0790                         *CURRENT SURVEY CONTROL
 CC0790  ___________________________________________________________________
 CC0790* NAD 83(1993)-  31 42 17.26552(N)    103 23 41.95130(W)     ADJUSTED  
 CC0790* NAVD 88     -       864.5    (meters)    2836.     (feet)  VERTCON   
 CC0790  ___________________________________________________________________
 CC0790  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 CC0790  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 CC0790
 CC0790  HORZ ORDER  -  SECOND
 CC0790
 CC0790.The horizontal coordinates were established by classical geodetic methods
 CC0790.and adjusted by the National Geodetic Survey in February 1996..
 CC0790
 CC0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0790
 CC0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0790
 CC0790.The geoid height was determined by GEOID03.
 CC0790
 CC0790;                    North         East     Units Scale Factor Converg.
 CC0790;SPC TX C     - 3,229,937.449   409,820.839   MT  0.99995692   -1 34 37.0
 CC0790;SPC TX C     -10,596,886.45  1,344,553.87   sFT  0.99995692   -1 34 37.0
 CC0790;UTM  13      - 3,508,835.060   652,094.792   MT  0.99988531   +0 50 37.2
 CC0790
 CC0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0790!SPC TX C     -   0.99986819  x   0.99995692  =   0.99982512
 CC0790!UTM  13      -   0.99986819  x   0.99988531  =   0.99975352
 CC0790
 CC0790|---------------------------------------------------------------------|
 CC0790| PID    Reference Object                     Distance      Geod. Az  |
 CC0790|                                                           dddmmss.s |
 CC0790| CH9065 MILL RM 1                            16.225 METERS 09545     |
 CC0790| CH9066 MILL RM 2                            15.430 METERS 18449     |
 CC0790| CC0825 MOOREHEAD                           APPROX.12.5 KM 2790015.3 |
 CC0790| CC0794 EL PASO NATURAL GAS AERIAL TWR      APPROX. 8.6 KM 3433306.1 |
 CC0790|---------------------------------------------------------------------|
 CC0790
 CC0790                          SUPERSEDED SURVEY CONTROL
 CC0790
 CC0790  NAD 83(1993)-  31 42 17.26712(N)    103 23 41.94725(W) AD(       ) 2
 CC0790  NAD 83(1986)-  31 42 17.26716(N)    103 23 41.94712(W) AD(       ) 2
 CC0790  NAD 27      -  31 42 16.80246(N)    103 23 40.32245(W) AD(       ) 2
 CC0790  NGVD 29 (07/19/86)  864.1    (m)         2835.     (f) VERT ANG       
 CC0790
 CC0790.Superseded values are not recommended for survey control.
 CC0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0790.See file dsdata.txt to determine how the superseded data were derived.
 CC0790
 CC0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR5209508835(NAD 83)
 CC0790_MARKER: DD = SURVEY DISK
 CC0790_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0790+WITH SETTING: INFORMATION.
 CC0790_SP_SET: PREFABRICATED CONCRETE POST
 CC0790
 CC0790  HISTORY     - Date     Condition        Report By
 CC0790  HISTORY     - 1969     MONUMENTED       USGS
 CC0790
 CC0790                          STATION DESCRIPTION
 CC0790
 CC0790'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (EGE)
 CC0790'STATION IS LOCATED SOUTH 78 DEG WEST ABOUT 14 MILES AIRLINE FROM
 CC0790'WINK.  NORTH 52 DEG WEST ABOUT 20 MILES AIRLINE FROM PEYOTE.
 CC0790'ON A SANDY HILL, 115 FEET SOUTHEAST OF A WINDMILL, 14.5 FEET
 CC0790'SOUTHEAST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 CC0790'
 CC0790'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 115
 CC0790'AND 302 (2 MILES SOUTHWEST OF KERMIT) GO WEST-SOUTHWEST ON STATE
 CC0790'HIGHWAY 302 FOR 19.2 MILES TO A GRADED ROAD SOUTH-SOUTHEAST.
 CC0790'TURN LEFT (SOUTH-SOUTHEAST) AND PROCEED ON MAIN ROAD 5.1 MILES
 CC0790'TO A DIM TRACK ROAD EAST-NORTHEAST.  TURN LEFT AND PROCEED ON
 CC0790'TRACK ROAD 0.5 MILE TO A FORK.  TAKE LEFT FORK NORTHEAST FOR
 CC0790'0.3 MILE TO A WINDMILL AND STATION SITE.
 CC0790'
 CC0790'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CC0790'STEEL ROD 3.5 FEET LONG CEMENTED IN DRILL HOLE IN BED ROCK.
 CC0790'CENTERED IN AN ORANGEBURG TILE 6 INCHES IN DIAMETER, 12 INCHES
 CC0790'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND
 CC0790'AND STAMPED MILL ET 1969.
 CC0790'
 CC0790'REFERENCE MARK NO. 1--A USGS REFERENCE MARK TABLET CRIMPED TO A
 CC0790'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (7 FEET).  CENTERED IN
 CC0790'AN ORANGEBURG TILE 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 CC0790'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND IS STAMPED
 CC0790'MILL ET 1969 NO. 1.
 CC0790'
 CC0790'REFERENCE MARK NO. 2--A USGS REFERENCE MARK TABLET CRIMPED TO A
 CC0790'COPPER COATED STEEL ROD 3.5 FEET LONG SET IN A DRILL HOLE IN BED
 CC0790'ROCK.  CENTERED IN AN ORANGEBURG TILE 6 INCHES IN DIAMETER, 12
 CC0790'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH
 CC0790'GROUND AND STAMPED MILL ET 1969 NO. 2.
 CC0790'
 CC0790'STATION MOOREHEAD ET 1960 1969 IS VISIBLE FROM THE GROUND AT
 CC0790'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1150 ***********************************************************************
 CU1150  DESIGNATION -  MILL
 CU1150  PID         -  CU1150
 CU1150  STATE/COUNTY-  TX/BORDEN
 CU1150  USGS QUAD   -  SAND CREEK (1970)
 CU1150
 CU1150                         *CURRENT SURVEY CONTROL
 CU1150  ___________________________________________________________________
 CU1150* NAD 83(1993)-  32 39 56.54917(N)    101 39 34.55823(W)     ADJUSTED  
 CU1150* NAVD 88     -       823.     (meters)    2700.     (feet)  SCALED    
 CU1150  ___________________________________________________________________
 CU1150  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 CU1150  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 CU1150
 CU1150  HORZ ORDER  -  SECOND
 CU1150
 CU1150.The horizontal coordinates were established by classical geodetic methods
 CU1150.and adjusted by the National Geodetic Survey in February 1996..
 CU1150
 CU1150.The orthometric height was scaled from a topographic map.
 CU1150
 CU1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1150
 CU1150.The geoid height was determined by GEOID03.
 CU1150
 CU1150;                    North         East     Units Scale Factor Converg.
 CU1150;SPC TXNC     - 2,115,240.040   303,692.548   MT  0.99989516   -1 43 23.6
 CU1150;SPC TXNC     - 6,939,750.03    996,364.63   sFT  0.99989516   -1 43 23.6
 CU1150;UTM  14      - 3,617,354.135   250,580.942   MT  1.00036717   -1 26 10.4
 CU1150
 CU1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1150!SPC TXNC     -   0.99987463  x   0.99989516  =   0.99976981
 CU1150!UTM  14      -   0.99987463  x   1.00036717  =   1.00024176
 CU1150
 CU1150:                Primary Azimuth Mark                     Grid Az
 CU1150:SPC TXNC     -  GAIL FAA MICROWAVE                       067 50 40.7
 CU1150:UTM  14      -  GAIL FAA MICROWAVE                       067 33 27.5
 CU1150
 CU1150|---------------------------------------------------------------------|
 CU1150| PID    Reference Object                     Distance      Geod. Az  |
 CU1150|                                                           dddmmss.s |
 CU1150| CU1074 GAIL FAA MICROWAVE                  APPROX.23.8 KM 0660717.1 |
 CU1150| CH9063 MILL RM 1                            25.956 METERS 15944     |
 CU1150| CH9064 MILL RM 2                            24.538 METERS 23727     |
 CU1150| CH9062 MILL AZ MK                                         3293737.1 |
 CU1150|---------------------------------------------------------------------|
 CU1150
 CU1150                          SUPERSEDED SURVEY CONTROL
 CU1150
 CU1150  NAD 83(1986)-  32 39 56.55620(N)    101 39 34.55051(W) AD(       ) 2
 CU1150  NAD 27      -  32 39 56.17009(N)    101 39 33.05603(W) AD(       ) 2
 CU1150
 CU1150.Superseded values are not recommended for survey control.
 CU1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1150.See file dsdata.txt to determine how the superseded data were derived.
 CU1150
 CU1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB5058117354(NAD 83)
 CU1150_MARKER: DS = TRIANGULATION STATION DISK
 CU1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1150
 CU1150  HISTORY     - Date     Condition        Report By
 CU1150  HISTORY     - 1968     MONUMENTED       CGS
 CU1150
 CU1150                          STATION DESCRIPTION
 CU1150
 CU1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1150'DUE TO CREST OF HILL, NO MEASUREMENT BETWEEN REFERENCE MARKS.
 CU1150'
 CU1150'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF LAMESA, 13-3/4
 CU1150'MILES SOUTHWEST OF GAIL AND 1-1/4 MILES EAST OF THE BORDEN-DAWSON
 CU1150'COUNTY LINE ON THE HIGHEST POINT OF FLAT TOPPED RIDGE ON THE
 CU1150'MR. JOE MILLER RANCH.
 CU1150'
 CU1150'TO REACH FROM THE BORDEN COUNTY COURTHOUSE IN GAIL, GO WEST ON
 CU1150'U.S. HIGHWAY 180 FOR 12 MILES TO THE VEALMOOR ROAD LEFT, TURN LEFT
 CU1150'AND GO SOUTH FOR 7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, CROSSING
 CU1150'CATTLE GUARD AND GO WESTERLY FOR 1.6 MILES TO CATTLE GUARD ON
 CU1150'LEFT, TURN LEFT, CROSS CATTLE GUARD THENCE RIGHT AND CONTINUE ON
 CU1150'MAIN ROAD FOR 1 MILE TO WHERE MAIN ROAD TURNS RIGHT, TURN
 CU1150'RIGHT, CROSS CATTLE GUARD AND CONTINUE FOR 0.9 MILE TO FORK,
 CU1150'KEEP THE RIGHT FORK FOR 0.2 MILE TO A CONCRETE FORD, CONTINUE
 CU1150'FOR 0.1 MILE TO FORK, KEEP LEFT AND FOLLOW MAIN ROAD FOR 0.6
 CU1150'MILE TO CROSSROAD, CONTINUE FOR 0.75 MILE TO OIL TANKS ON
 CU1150'LEFT, CONTINUE FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 CU1150'GO 0.35 MILE TO TOP OF MESA, CONTINUE FOR 0.3 MILE TO A SIDE ROAD
 CU1150'RIGHT, TURN RIGHT, GO 0.35 MILE TO FORK, KEEP LEFT FOR 0.1 MILE TO
 CU1150'A DIM FORK RIGHT (CONTINUE FOR 0.2 MILE WELL NUMBER 8 AND
 CU1150'AZIMUTH MARK), TAKE THE RIGHT FORK AND FOLLOW DIM TRACK ROAD
 CU1150'FOR 0.4 MILE TO TOP OF RIDGE AND STATION.
 CU1150'
 CU1150'STATION MARK, A STANDARD DISK STAMPED MILL 1968, IS SET IN THE TOP
 CU1150'OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  THE MARK IS ON
 CU1150'THE HIGHEST POINT OF RIDGE AND 5.6 FEET SOUTHEAST OF A 4 BY 4
 CU1150'WOODEN WITNESS POST.
 CU1150'
 CU1150'REFERENCE MARK 1, A STANDARD DISK STAMPED MILL NO 1 1968, IS SET
 CU1150'IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH.  THE MARK IS 91 FEET
 CU1150'SOUTHEAST OF THE WITNESS POST.
 CU1150'
 CU1150'REFERENCE MARK 2, A STANDARD DISK STAMPED MILL NO 2 1968, IS SET
 CU1150'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.  THE MARK IS
 CU1150'80.5 FEET SOUTHWEST OF THE WITNESS POST.
 CU1150'
 CU1150'AZIMUTH MARK, A STANDARD DISK STAMPED MILL 1968, IS SET IN A DRILL
 CU1150'HOLE THE SOUTHEAST CORNER OF THE CONCRETE BASE OF W.L. MILLER OIL
 CU1150'WELL NUMBER 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1367 ***********************************************************************
 AJ1367  DESIGNATION -  MILL ET
 AJ1367  PID         -  AJ1367
 AJ1367  STATE/COUNTY-  TX/WEBB
 AJ1367  USGS QUAD   -  CIBOLO RANCH (1965)
 AJ1367
 AJ1367                         *CURRENT SURVEY CONTROL
 AJ1367  ___________________________________________________________________
 AJ1367* NAD 83(1993)-  27 43 01.52005(N)    099 18 46.53587(W)     ADJUSTED  
 AJ1367* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 AJ1367  ___________________________________________________________________
 AJ1367  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AJ1367  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AJ1367
 AJ1367  HORZ ORDER  -  THIRD
 AJ1367
 AJ1367.The horizontal coordinates were established by classical geodetic methods
 AJ1367.and adjusted by the National Geodetic Survey in February 1996..
 AJ1367
 AJ1367.The orthometric height was scaled from a topographic map.
 AJ1367
 AJ1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1367
 AJ1367.The geoid height was determined by GEOID03.
 AJ1367
 AJ1367;                    North         East     Units Scale Factor Converg.
 AJ1367;SPC TX S     - 5,227,433.857   219,833.906   MT  0.99997263   -0 22 08.7
 AJ1367;SPC TX S     -17,150,339.25    721,238.41   sFT  0.99997263   -0 22 08.7
 AJ1367;UTM  14      - 3,065,902.683   469,152.195   MT  0.99961175   -0 08 44.0
 AJ1367
 AJ1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1367!SPC TX S     -   0.99997493  x   0.99997263  =   0.99994756
 AJ1367!UTM  14      -   0.99997493  x   0.99961175  =   0.99958669
 AJ1367
 AJ1367:                Primary Azimuth Mark                     Grid Az
 AJ1367:SPC TX S     -  TP DRY                                   276 31 31.9
 AJ1367:UTM  14      -  TP DRY                                   276 18 07.2
 AJ1367
 AJ1367|---------------------------------------------------------------------|
 AJ1367| PID    Reference Object                     Distance      Geod. Az  |
 AJ1367|                                                           dddmmss.s |
 AJ1367| AJ1368 TP DRY                              APPROX. 4.6 KM 2760923.2 |
 AJ1367|---------------------------------------------------------------------|
 AJ1367
 AJ1367                          SUPERSEDED SURVEY CONTROL
 AJ1367
 AJ1367  NAD 83(1986)-  27 43 01.51904(N)    099 18 46.51039(W) AD(       ) 3
 AJ1367  NAD 27      -  27 43 00.48215(N)    099 18 45.38648(W) AD(       ) 3
 AJ1367
 AJ1367.Superseded values are not recommended for survey control.
 AJ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1367.See file dsdata.txt to determine how the superseded data were derived.
 AJ1367
 AJ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6915265903(NAD 83)
 AJ1367_MARKER: DD = SURVEY DISK
 AJ1367_SETTING: 0 = UNSPECIFIED SETTING
 AJ1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1367
 AJ1367  HISTORY     - Date     Condition        Report By
 AJ1367  HISTORY     - 1965     MONUMENTED       USGS
 AJ1367
 AJ1367                          STATION DESCRIPTION
 AJ1367
 AJ1367'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ1367'TO REACH FROM JUNCTION OF U.S. HIGHWAY 81 AND FARM RD. 1472 AT N. END
 AJ1367'OF LAREDO, GO E. ON DEL MAR BOULEVARD  FOR 01.4 MI. TO UNITED HIGH
 AJ1367'SCHOOL, CONTINUE E. AND N. FOR 08.5 MI. TO END OF PAVEMENT, CONTINUE
 AJ1367'GENERALLY NE. ALONG MAIN GRAVEL RD. FOR 06.0 MI. TO JUNCTION, BEAR
 AJ1367'LEFT AND GO 0.2 MI. TO GATE N-S. FENCE  LINE ABOUT 300 FT. S. OF RANCH
 AJ1367'BUILDINGS, PASS THRU GATE, FOLLOW MAIN RD. W., N., THEN E. AROUND
 AJ1367'BUILDINGS AND W. SIDE OF WINDMILL FOR 01.1 MI. TO POINT WHERE MAIN RD
 AJ1367'MEETS THE W. SIDE OF A NW.- SE. FENCE LINE, FOLLOW MAIN RD. NW. ALONG
 AJ1367'W. SIDE OF FENCE FOR 02.4 MI. TO POINT WHERE MAIN RD. BEARS LEFT AWAY
 AJ1367'FROM FENCE LINE, FOLLOW MAIN RD. 0.6 MI. TO A Y-JUNCTION, TURN LEFT
 AJ1367'FOLLOW TRAIL STRAIGHT W. FOR 01.6 MI. TO CROSSTRAILS.  TURN LEFT
 AJ1367'FOLLOW TRAIL S. FOR 0.2 MI. TO WINDMILL AND LARGE CONCRETE WATER TANK.
 AJ1367'STATION MARK IS 22 FT. SE.OF THE WINDMILL PIPE, 01.0 FT. S. AND 0.5
 AJ1367'FT. W. OF CENTER OF SE. CORNER POST OF FENCE AROUND WINDMILL AND TANK.
 AJ1367'
 AJ1367'STATION MARK - STANDARD USGS TABLET STAMPED, --- MILL-ET 1965 --- SET
 AJ1367'IN CONCRETE POST THAT PROJECTS ABOUT 0.2 FT.
 AJ1367'
 AJ1367'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9962 ***********************************************************************
 AG9962  DESIGNATION -  MILL ET
 AG9962  PID         -  AG9962
 AG9962  STATE/COUNTY-  TX/COMAL
 AG9962  USGS QUAD   -  SMITHSON VALLEY (1994)
 AG9962
 AG9962                         *CURRENT SURVEY CONTROL
 AG9962  ___________________________________________________________________
 AG9962* NAD 83(1993)-  29 47 34.41780(N)    098 15 13.32985(W)     ADJUSTED  
 AG9962* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 AG9962  ___________________________________________________________________
 AG9962  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AG9962  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AG9962
 AG9962  HORZ ORDER  -  THIRD
 AG9962
 AG9962.The horizontal coordinates were established by classical geodetic methods
 AG9962.and adjusted by the National Geodetic Survey in July 1998..
 AG9962
 AG9962.The orthometric height was scaled from a topographic map.
 AG9962
 AG9962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9962
 AG9962.The geoid height was determined by GEOID03.
 AG9962
 AG9962;                    North         East     Units Scale Factor Converg.
 AG9962;SPC TXSC     - 4,217,403.389   672,148.435   MT  0.99989508   +0 21 56.2
 AG9962;SPC TXSC     -13,836,597.62  2,205,206.99   sFT  0.99989508   +0 21 56.2
 AG9962;UTM  14      - 3,296,070.084   572,128.673   MT  0.99966419   +0 22 15.0
 AG9962
 AG9962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9962!SPC TXSC     -   0.99994458  x   0.99989508  =   0.99983967
 AG9962!UTM  14      -   0.99994458  x   0.99966419  =   0.99960879
 AG9962
 AG9962                          SUPERSEDED SURVEY CONTROL
 AG9962
 AG9962.No superseded survey control is available for this station.
 AG9962
 AG9962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7212996070(NAD 83)
 AG9962_MARKER: DS = TRIANGULATION STATION DISK
 AG9962
 AG9962  HISTORY     - Date     Condition        Report By
 AG9962  HISTORY     - 1963     MONUMENTED       USGS
 AG9962  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 AG9962
 AG9962                          STATION DESCRIPTION
 AG9962
 AG9962'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AG9962'STATION LOCATED ABOUT 13.5 MI. (AIRLINE) NW. OF NEW BRAUNFELS, TEXAS,
 AG9962'ON A LOW RIDGE.
 AG9962'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AG9962'HIGHWAY 46 GO GENERALLY NW. ALONG HIGHWAY 46 13.1 MI. TO THE ENTRANCE
 AG9962'TO THE HY ROMPEL RANCH, TURN RIGHT THROUGH WOODEN GATE AND GO 0.4 MI.
 AG9962'TO RANCH HOUSE (ASK PERMISSION AT RANCH HOUSE TO CONTINUE), TURN LEFT
 AG9962'IN FRONT OF HOUSE AND FOLLOW GRADED, MAIN TRAVELED RD. 1.8 MI. TO
 AG9962'WOODEN GATE AND END OF GRADED RD., THROUGH GATE AND CONTINUE NORTHERLY
 AG9962'ON TRACK RD. 0.2 MI., THENCE RIGHT ON TRACK RD. 0.4 MI. TO WINDMILL.
 AG9962'STATION IS 400 FT. E. ALONG TRACK RD. FROM WINDMILL, 10 FT. S. OF RD.
 AG9962'AND 40 FT. NE. OF LARGE OAK TREE.
 AG9962'STATION MARK--STANDARD ALUMINUM TABLET CEMENTED IN LARGE LIMESTONE
 AG9962'BOULDER FLUSH WITH GROUND, STAMPED---MILL-ET 1963---.
 AG9962
 AG9962                          STATION RECOVERY (2002)
 AG9962
 AG9962'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AG9962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0725 ***********************************************************************
 EN0725  DESIGNATION -  MILL IRON
 EN0725  PID         -  EN0725
 EN0725  STATE/COUNTY-  TX/HALL
 EN0725  USGS QUAD   -  BLUE TANK CANYON (1981)
 EN0725
 EN0725                         *CURRENT SURVEY CONTROL
 EN0725  ___________________________________________________________________
 EN0725* NAD 83(1993)-  34 27 21.42554(N)    100 40 01.51795(W)     ADJUSTED  
 EN0725* NAVD 88     -       696.     (meters)    2283.     (feet)  SCALED    
 EN0725  ___________________________________________________________________
 EN0725  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 EN0725  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EN0725
 EN0725  HORZ ORDER  -  FIRST
 EN0725
 EN0725.The horizontal coordinates were established by classical geodetic methods
 EN0725.and adjusted by the National Geodetic Survey in February 1996..
 EN0725
 EN0725.The orthometric height was scaled from a topographic map.
 EN0725
 EN0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0725
 EN0725.The geoid height was determined by GEOID03.
 EN0725
 EN0725;                    North         East     Units Scale Factor Converg.
 EN0725;SPC TX N     - 1,050,905.951   276,537.774   MT  1.00005063   +0 28 57.7
 EN0725;SPC TX N     - 3,447,847.27    907,274.35   sFT  1.00005063   +0 28 57.7
 EN0725;UTM  14      - 3,813,973.492   346,867.591   MT  0.99988904   -0 56 36.2
 EN0725
 EN0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0725!SPC TX N     -   0.99989511  x   1.00005063  =   0.99994573
 EN0725!UTM  14      -   0.99989511  x   0.99988904  =   0.99978416
 EN0725
 EN0725|---------------------------------------------------------------------|
 EN0725| PID    Reference Object                     Distance      Geod. Az  |
 EN0725|                                                           dddmmss.s |
 EN0725| CX7771 MILL IRON RM 1                       44.626 METERS 17303     |
 EN0725| EN0747 TURKEY MUNICIPAL TANK               APPROX.22.2 KM 2515207.2 |
 EN0725| CX7772 MILL IRON RM 2                       29.962 METERS 26437     |
 EN0725| CX7770 MILL IRON AZ MK                                    3593330.1 |
 EN0725|---------------------------------------------------------------------|
 EN0725
 EN0725                          SUPERSEDED SURVEY CONTROL
 EN0725
 EN0725  NAD 83(1993)-  34 27 21.42639(N)    100 40 01.51644(W) AD(       ) 1
 EN0725  NAD 83(1986)-  34 27 21.43096(N)    100 40 01.51113(W) AD(       ) 1
 EN0725  NAD 27      -  34 27 21.21075(N)    100 40 00.04363(W) AD(       ) 1
 EN0725
 EN0725.Superseded values are not recommended for survey control.
 EN0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0725.See file dsdata.txt to determine how the superseded data were derived.
 EN0725
 EN0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4686813973(NAD 83)
 EN0725_MARKER: DS = TRIANGULATION STATION DISK
 EN0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0725
 EN0725  HISTORY     - Date     Condition        Report By
 EN0725  HISTORY     - 1964     MONUMENTED       CGS
 EN0725
 EN0725                          STATION DESCRIPTION
 EN0725
 EN0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0725'THE STATION IS LOCATED ABOUT 17-1/2 MILES WEST NORTHWEST OF TELL,
 EN0725'15-1/2 MILES WEST SOUTHWEST OF ESTELLINE, 12 MILES EAST NORTHEAST OF
 EN0725'TURKEY AND ON THE WEST SLOPE OF A LOW, ROLLING HILL ON THE MILL
 EN0725'IRON RANCH.
 EN0725'
 EN0725'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 86
 EN0725'IN THE EAST EDGE OF TURKEY, GO NORTHEASTERLY ON STATE HIGHWAY 86 FOR
 EN0725'8.75 MILES TO A DIRT ROAD BEARING RIGHT AT A MAILBOX WITH THE NAME
 EN0725'OF H.W. POPE ON IT.  BEAR RIGHT AND FOLLOW THE MAIN DIRT ROAD EAST
 EN0725'AND SOUTHEAST FOR 3.85 MILES TO A BRICK HOUSE ON THE LEFT.
 EN0725'CONTINUE AHEAD ON THE MAIN ROAD FOR 4.25 MILES TO A FORK AND A
 EN0725'MAILBOX.  TAKE THE LEFT FORK AND GO 0.85 MILE TO A RANCH HOUSE.
 EN0725'PASS THROUGH A WIRE GATE TO THE RIGHT OF THE HOUSE AND GO 0.5 MILE
 EN0725'ON A TRACK ROAD TO A CATTLE GUARD, CONTINUE AHEAD FOR 0.05 MILE TO
 EN0725'A DIM FORK, TAKE THE RIGHT FORK, CROSSING A DEEP WASH, AND GO
 EN0725'0.05 MILE TO A DIM FORK JUST AFTER COMING OUT OF THE WASH.  TAKE THE
 EN0725'RIGHT FORK AND GO 0.9 MILE TO A WINDMILL AND TANK ON THE RIGHT.
 EN0725'CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 1.25 MILES TO A
 EN0725'CATTLE GUARD AND GATE.  PASS THROUGH THE GATE AND FOLLOW DIM
 EN0725'TRACKS RIGHT ALONG THE FENCE FOR 0.05 MILE TO A POINT WHERE THE
 EN0725'TRACKS BEAR LEFT AWAY FROM THE FENCE.  CONTINUE AHEAD ON THE
 EN0725'TRACKS, NORTHEASTERLY, FOR 0.9 MILES TO FENCE LINE AT THE TOP
 EN0725'OF THE RIDGE.  AT THIS POINT THE STATION IS 0.1 MILE SOUTH ALONG THE
 EN0725'FENCE LINE.  TO REACH THE AZIMUTH MARK GO NORTH ALONG THE WEST
 EN0725'SIDE OF THE FENCE FOR 0.2 MILE TO A T FENCE CORNER AND THE MARK ON
 EN0725'THE RIGHT.
 EN0725'
 EN0725'THE STATION MARK IS A STANDARD DISK, STAMPED MILL IRON 1964, CEMENTED
 EN0725'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 EN0725'INCHES ABOVE THE GROUND.  IT IS 16.1 FEET WEST OF A NORTH-SOUTH
 EN0725'FENCE AND 5.2 FEET EAST SOUTHEAST OF A WITNESS POST.
 EN0725'
 EN0725'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILL IRON NO 1 1964,
 EN0725'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 EN0725'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1.0 FEET WEST OF A
 EN0725'NORTH-SOUTH FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 EN0725'
 EN0725'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILL IRON NO 2 1964,
 EN0725'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 EN0725'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 114 FEET WEST OF THE
 EN0725'NORTH-SOUTH FENCE LINE, ON THE TOP OF A NORTH-SOUTH TERRACE AND AT
 EN0725'ABOUT THE SAME ELEVATION AS THE STATION.
 EN0725'
 EN0725'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MILL IRON 1964, CEMENTED
 EN0725'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 EN0725'INCHES ABOVE THE GROUND.  IT IS 9 FEET EAST OF THE CENTER OF A
 EN0725'TRACK ROAD, 2.6 FEET SOUTH OF A WITNESS POST AND 1.3 FEET WEST OF A
 EN0725'FENCE LINE AND T FENCE CORNER.
 EN0725'
 EN0725'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0692 ***********************************************************************
 CR0692  DESIGNATION -  MILL RM 1
 CR0692  PID         -  CR0692
 CR0692  STATE/COUNTY-  TX/HENDERSON
 CR0692  USGS QUAD   -  ATHENS (1984)
 CR0692
 CR0692                         *CURRENT SURVEY CONTROL
 CR0692  ___________________________________________________________________
 CR0692* NAD 83(1986)-  32 12 20.     (N)    095 52 16.     (W)     SCALED    
 CR0692* NAVD 88     -       163.588  (meters)     536.71   (feet)  ADJUSTED  
 CR0692  ___________________________________________________________________
 CR0692  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0692  DYNAMIC HT  -         163.398 (meters)     536.08  (feet)  COMP
 CR0692  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CR0692
 CR0692  VERT ORDER  -  SECOND    CLASS 0
 CR0692
 CR0692.The horizontal coordinates were scaled from a topographic map and have
 CR0692.an estimated accuracy of +/- 6 seconds.
 CR0692
 CR0692.The orthometric height was determined by differential leveling
 CR0692.and adjusted by the National Geodetic Survey in June 1991..
 CR0692
 CR0692.The geoid height was determined by GEOID03.
 CR0692
 CR0692.The dynamic height is computed by dividing the NAVD 88
 CR0692.geopotential number by the normal gravity value computed on the
 CR0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0692.degrees latitude (g = 980.6199 gals.).
 CR0692
 CR0692.The modeled gravity was interpolated from observed gravity values.
 CR0692
 CR0692;                    North         East    Units  Estimated Accuracy
 CR0692;SPC TXNC     - 2,062,860.      847,830.      MT  (+/- 180 meters Scaled)
 CR0692
 CR0692                          SUPERSEDED SURVEY CONTROL
 CR0692
 CR0692  NGVD 29 (??/??/92)  163.594  (m)          536.72   (f) ADJ UNCH    2 0
 CR0692
 CR0692.Superseded values are not recommended for survey control.
 CR0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0692.See file dsdata.txt to determine how the superseded data were derived.
 CR0692
 CR0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR293668(NAD 83)
 CR0692_MARKER: DR = REFERENCE MARK DISK
 CR0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0692_STAMPING: MILL NO 1 1947
 CR0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0692+STABILITY: SURFACE MOTION
 CR0692
 CR0692  HISTORY     - Date     Condition        Report By
 CR0692  HISTORY     - 1947     MONUMENTED       CGS
 CR0692  HISTORY     - 1948     GOOD             NGS
 CR0692  HISTORY     - 19771123 MARK NOT FOUND   USGS
 CR0692  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0692
 CR0692                          STATION DESCRIPTION
 CR0692
 CR0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0692'IN ATHENS.
 CR0692'AT THE WEST EDGE OF ATHENS, 1.0 MILE WEST OF THE COURTHOUSE, 0.15 MILE
 CR0692'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 175 AND STATE HIGHWAY 31,
 CR0692'ACROSS U.S. HIGHWAY 175 FROM MOTEL WILLIAMS, 72.5 FEET NORTHWEST OF
 CR0692'THE NORTHEAST CORNER OF A HOUSE, 54.0 FEET SOUTHWEST OF THE CENTER
 CR0692'LINE OF U.S. HIGHWAY 175, 26.6 FEET NORTHEAST OF THE NORTHWEST CORNER
 CR0692'OF THE GARAGE PORTION OF A HOUSE, 3.8 FEET SOUTHWEST OF A CONCRETE
 CR0692'RIGHT-OF-WAY MARKER POST, AND SET IN THE TOP OF A CONCRETE POST
 CR0692'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0692
 CR0692                          STATION RECOVERY (1977)
 CR0692
 CR0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0692'MARK NOT FOUND.
 CR0692
 CR0692                          STATION RECOVERY (1998)
 CR0692
 CR0692'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0690 ***********************************************************************
 CR0690  DESIGNATION -  MILL RM 2
 CR0690  PID         -  CR0690
 CR0690  STATE/COUNTY-  TX/HENDERSON
 CR0690  USGS QUAD   -  ATHENS (1984)
 CR0690
 CR0690                         *CURRENT SURVEY CONTROL
 CR0690  ___________________________________________________________________
 CR0690* NAD 83(1986)-  32 12 20.     (N)    095 52 16.     (W)     SCALED    
 CR0690* NAVD 88     -       163.791  (meters)     537.37   (feet)  ADJUSTED  
 CR0690  ___________________________________________________________________
 CR0690  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0690  DYNAMIC HT  -         163.601 (meters)     536.75  (feet)  COMP
 CR0690  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CR0690
 CR0690  VERT ORDER  -  SECOND    CLASS 0
 CR0690
 CR0690.The horizontal coordinates were scaled from a topographic map and have
 CR0690.an estimated accuracy of +/- 6 seconds.
 CR0690
 CR0690.The orthometric height was determined by differential leveling
 CR0690.and adjusted by the National Geodetic Survey in June 1991..
 CR0690
 CR0690.The geoid height was determined by GEOID03.
 CR0690
 CR0690.The dynamic height is computed by dividing the NAVD 88
 CR0690.geopotential number by the normal gravity value computed on the
 CR0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0690.degrees latitude (g = 980.6199 gals.).
 CR0690
 CR0690.The modeled gravity was interpolated from observed gravity values.
 CR0690
 CR0690;                    North         East    Units  Estimated Accuracy
 CR0690;SPC TXNC     - 2,062,860.      847,830.      MT  (+/- 180 meters Scaled)
 CR0690
 CR0690                          SUPERSEDED SURVEY CONTROL
 CR0690
 CR0690  NGVD 29 (??/??/92)  163.797  (m)          537.39   (f) ADJ UNCH    2 0
 CR0690
 CR0690.Superseded values are not recommended for survey control.
 CR0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0690.See file dsdata.txt to determine how the superseded data were derived.
 CR0690
 CR0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR293668(NAD 83)
 CR0690_MARKER: DR = REFERENCE MARK DISK
 CR0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0690_STAMPING: MILL NO 2 1947
 CR0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0690+STABILITY: SURFACE MOTION
 CR0690
 CR0690  HISTORY     - Date     Condition        Report By
 CR0690  HISTORY     - 1947     MONUMENTED       CGS
 CR0690  HISTORY     - 1948     GOOD             NGS
 CR0690  HISTORY     - 19771123 MARK NOT FOUND   USGS
 CR0690  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0690
 CR0690                          STATION DESCRIPTION
 CR0690
 CR0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0690'IN ATHENS.
 CR0690'AT THE WEST EDGE OF ATHENS, 1.0 MILE WEST OF THE COURTHOUSE, 0.15 MILE
 CR0690'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 175 AND STATE HIGHWAY 31,
 CR0690'ACROSS U.S. HIGHWAY 175 FROM MOTEL WILLIAMS, 192.0 FEET NORTHWEST OF
 CR0690'THE NORTHEAST CORNER OF A HOUSE, 47.6 FEET SOUTHWEST OF THE CENTER
 CR0690'LINE OF U.S. HIGHWAY 175, 8.5 FEET NORTHWEST OF THE NORTHWEST END OF A
 CR0690'GATE AT THE ENTRANCE TO A LONE STAR GAS COMPANY PUMPHOUSE, 3.0 FEET
 CR0690'NORTHEAST OF A FENCE ALONG THE NORTHEAST SIDE OF THE PUMPING STATION,
 CR0690'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CR0690'GROUND.
 CR0690
 CR0690                          STATION RECOVERY (1977)
 CR0690
 CR0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0690'MARK NOT FOUND.
 CR0690
 CR0690                          STATION RECOVERY (1998)
 CR0690
 CR0690'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1137 ***********************************************************************
 CA1137  DESIGNATION -  MILLAR
 CA1137  PID         -  CA1137
 CA1137  STATE/COUNTY-  TX/CONCHO
 CA1137  USGS QUAD   -  EDEN SW (1987)
 CA1137
 CA1137                         *CURRENT SURVEY CONTROL
 CA1137  ___________________________________________________________________
 CA1137* NAD 83(1993)-  31 06 22.53649(N)    099 56 36.78520(W)     ADJUSTED  
 CA1137* NAVD 88     -       703.2    (meters)    2307.     (feet)  VERTCON   
 CA1137  ___________________________________________________________________
 CA1137  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 CA1137  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CA1137
 CA1137  HORZ ORDER  -  SECOND
 CA1137
 CA1137.The horizontal coordinates were established by classical geodetic methods
 CA1137.and adjusted by the National Geodetic Survey in February 1996..
 CA1137
 CA1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1137
 CA1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1137
 CA1137.The geoid height was determined by GEOID03.
 CA1137
 CA1137;                    North         East     Units Scale Factor Converg.
 CA1137;SPC TX C     - 3,159,651.448   737,180.078   MT  0.99988341   +0 12 02.7
 CA1137;SPC TX C     -10,366,289.79  2,418,564.97   sFT  0.99988341   +0 12 02.7
 CA1137;UTM  14      - 3,441,761.108   410,020.988   MT  0.99969986   -0 29 15.0
 CA1137
 CA1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1137!SPC TX C     -   0.99989323  x   0.99988341  =   0.99977666
 CA1137!UTM  14      -   0.99989323  x   0.99969986  =   0.99959313
 CA1137
 CA1137|---------------------------------------------------------------------|
 CA1137| PID    Reference Object                     Distance      Geod. Az  |
 CA1137|                                                           dddmmss.s |
 CA1137| CV4822 MILLAR RM 1                          14.448 METERS 02708     |
 CA1137| CV4821 MILLAR AZ MK                                       0771716.7 |
 CA1137| CV4823 MILLAR RM 2                          18.330 METERS 14428     |
 CA1137| CA1138 MENARD FISH WILDLIFE COMM MAST      APPROX. 8.2 KM 1542629.7 |
 CA1137| CA1135 LACKEY                              APPROX. 7.3 KM 1732116.5 |
 CA1137|---------------------------------------------------------------------|
 CA1137
 CA1137                          SUPERSEDED SURVEY CONTROL
 CA1137
 CA1137  NAD 83(1986)-  31 06 22.54359(N)    099 56 36.77077(W) AD(       ) 2
 CA1137  NAD 27      -  31 06 21.94296(N)    099 56 35.50478(W) AD(       ) 2
 CA1137  NGVD 29 (07/19/86)  703.1    (m)         2307.     (f) VERT ANG       
 CA1137
 CA1137.Superseded values are not recommended for survey control.
 CA1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1137.See file dsdata.txt to determine how the superseded data were derived.
 CA1137
 CA1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1002141761(NAD 83)
 CA1137_MARKER: DS = TRIANGULATION STATION DISK
 CA1137_SETTING: 66 = SET IN ROCK OUTCROP
 CA1137
 CA1137  HISTORY     - Date     Condition        Report By
 CA1137  HISTORY     - 1943     MONUMENTED       CGS
 CA1137  HISTORY     - 1956     GOOD             CGS
 CA1137  HISTORY     - 1971     GOOD             NGS
 CA1137
 CA1137                          STATION DESCRIPTION
 CA1137
 CA1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 CA1137'THE STATION IS ABOUT 8-1/2 MILES SW OF EDEN, ON THE HIGH POINT
 CA1137'OF AN E-W RIDGE IN A WOODED PASTURE ON THE PROPERTY OF FRANK
 CA1137'MILLAR, AND ABOUT 0.5 MILE W OF HIS RESIDENCE.  IT IS 26 FEET
 CA1137'NE OF A WHITE REFERENCE POST.  IT IS STAMPED MILLAR 1943 AND
 CA1137'IS 6 INCHES BENEATH THE SURFACE OF THE GROUND.
 CA1137'
 CA1137'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 CA1137'DRILL HOLES IN OUTCROPPING BEDROCK.
 CA1137'
 CA1137'REFERENCE MARK NO. 1 IS NW OF THE STATION AND 5 FEET S OF A
 CA1137'BLAZED 5-INCH TREE.  IT IS STAMPED MILLAR NO. 1 1943 AND IS
 CA1137'6 INCHES BENEATH THE SURFACE OF THE GROUND.
 CA1137'
 CA1137'REFERENCE MARK NO. 2 IS NE BY E OF THE STATION AND 10 FEET WNW
 CA1137'OF A BLAZED 4-INCH TREE.  IT IS STAMPED MILLAR NO. 2 1943 AND
 CA1137'IS ALSO 6 INCHES BENEATH THE SURFACE OF THE GROUND.
 CA1137'
 CA1137'THE AZIMUTH MARK IS ABOUT 0.6 MILE N OF THE STATION, 50 FEET
 CA1137'E OF THE CENTER LINE OF THE ROAD TO THE STATION, 28 FEET E OF
 CA1137'A WIRE FENCE AND 30 FEET ENE OF A WHITE REFERENCE POST.  IT IS
 CA1137'STAMPED MILLAR 1943 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 CA1137'
 CA1137'TO REACH THE STATION FROM EDEN GO W ON U.S. HIGHWAY 87 FOR
 CA1137'4.9 MILES AND TURN LEFT, S, OFF THE HIGHWAY.  GO 5.5 MILES
 CA1137'AND KEEP STRAIGHT AHEAD, S, AT A SCHOOLHOUSE AND A STORE.  GO
 CA1137'1.9 MILES TO THE AZIMUTH MARK ON THE LEFT AND KEEP STRAIGHT
 CA1137'AHEAD.  GO 0.25 MILE AND TURN RIGHT, OFF THE ROAD INTO A PASTURE.
 CA1137'FOLLOW THE DIM TRAIL W UP THE HILL TO THE HIGHEST PART OF THE
 CA1137'RIDGE AND THE STATION, WHICH IS ABOUT 0.5 MILE FROM THE ROAD.
 CA1137'
 CA1137'64-FOOT SIGNALS AT CURRY AND ELLIS ARE VISIBLE AT 37 FEET.  A
 CA1137'37-FOOT SIGNAL AT LACKEY IS VISIBLE AT 37 FEET.
 CA1137'
 CA1137'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CA1137
 CA1137                          STATION RECOVERY (1956)
 CA1137
 CA1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LBO)
 CA1137'ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 CA1137'CONDITION.  A LARGE PILE OF ROCKS SURROUND THE STATION MARK.
 CA1137'ORIGINAL DESCRIPTION OF HOW TO REACH STATION IS ADEQUATE.
 CA1137
 CA1137                          STATION RECOVERY (1971)
 CA1137
 CA1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1137'STATION IS LOCATED 8 MILES SOUTHWEST OF EDEN, TEXAS.  0.6 MILES
 CA1137'WEST OF GRAVEL ROAD AND 1.3 MILES NORTH OF CONCHO COUNTY LINE
 CA1137'ON PROPERTY OF BILLY DAN SORRELL.  92 FEET EAST OF PASTURE ROAD
 CA1137'AND 6 FEET EAST OF USC AND GS WITNESS SIGN ON METAL POST.
 CA1137'
 CA1137'TO REACH FROM EDEN, TEXAS, GO 5.0 MILES WEST ON U.S. HIGHWAY 87
 CA1137'TO FARM TO MARKET ROAD 176 LEFT (SOUTH), GO 5.6 MILES SOUTH ON
 CA1137'FARM TO MARKET ROAD 176 TO END AT T-ROAD EAST, CONTINUE AHEAD
 CA1137'(SOUTH) 1.9 MILES TO AZIMUTH MARK 50 FEET LEFT (EAST), CONTINUE
 CA1137'0.2 MILE SOUTH TO GATE RIGHT OPPOSITE ENTRANCE TO SORRELL
 CA1137'RESIDENCE, GO 0.8 MILE WEST-SOUTHWEST ON PASTURE ROAD, THENCE
 CA1137'0.5 MILE NORTH-NORTHEAST TO THE STATION SITE ON THE RIGHT
 CA1137'(EAST).
 CA1137'
 CA1137'STATION MARK IS A STANDARD BRONZE DISK SET IN BEDROCK 6 INCHES
 CA1137'UNDERGROUND AND STAMPED MILLAR 1943.
 CA1137'
 CA1137'STATION LACKEY (USC AND GS) 1935 IS VISIBLE FROM THE GROUND AT
 CA1137'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1137'
 CA1137'ALL OBSERVATIONS WERE MADE FROM A SCAFFOLD (HI=18.0 FEET).
 CA1137'
 CA1137'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO BRUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0121 ***********************************************************************
 AY0121  DESIGNATION -  MILLER
 AY0121  PID         -  AY0121
 AY0121  STATE/COUNTY-  TX/BEXAR
 AY0121  USGS QUAD   -  SCHERTZ (1992)
 AY0121
 AY0121                         *CURRENT SURVEY CONTROL
 AY0121  ___________________________________________________________________
 AY0121* NAD 83(1993)-  29 32 53.65188(N)    098 21 18.95849(W)     ADJUSTED  
 AY0121* NAVD 88     -       312.754  (meters)    1026.09   (feet)  ADJUSTED  
 AY0121  ___________________________________________________________________
 AY0121  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AY0121  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY0121  DYNAMIC HT  -         312.298 (meters)    1024.60  (feet)  COMP
 AY0121  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AY0121
 AY0121  HORZ ORDER  -  FIRST
 AY0121  VERT ORDER  -  FIRST     CLASS II
 AY0121
 AY0121.The horizontal coordinates were established by classical geodetic methods
 AY0121.and adjusted by the National Geodetic Survey in February 1996..
 AY0121
 AY0121.The orthometric height was determined by differential leveling
 AY0121.and adjusted by the National Geodetic Survey in June 1991..
 AY0121
 AY0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0121
 AY0121.The geoid height was determined by GEOID03.
 AY0121
 AY0121.The dynamic height is computed by dividing the NAVD 88
 AY0121.geopotential number by the normal gravity value computed on the
 AY0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0121.degrees latitude (g = 980.6199 gals.).
 AY0121
 AY0121.The modeled gravity was interpolated from observed gravity values.
 AY0121
 AY0121;                    North         East     Units Scale Factor Converg.
 AY0121;SPC TXSC     - 4,190,229.139   662,479.358   MT  0.99987015   +0 18 57.1
 AY0121;SPC TXSC     -13,747,443.43  2,173,484.36   sFT  0.99987015   +0 18 57.1
 AY0121;UTM  14      - 3,268,901.346   562,463.475   MT  0.99964814   +0 19 04.7
 AY0121
 AY0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0121!SPC TXSC     -   0.99995491  x   0.99987015  =   0.99982506
 AY0121!UTM  14      -   0.99995491  x   0.99964814  =   0.99960306
 AY0121
 AY0121:                Primary Azimuth Mark                     Grid Az
 AY0121:SPC TXSC     -  MILLER AZ MK 2                           359 58 42.4
 AY0121:UTM  14      -  MILLER AZ MK 2                           359 58 34.8
 AY0121
 AY0121|---------------------------------------------------------------------|
 AY0121| PID    Reference Object                     Distance      Geod. Az  |
 AY0121|                                                           dddmmss.s |
 AY0121| AY1539 MILLER AZ MK 2                                     0001739.5 |
 AY0121| AY0120 MILLER AZ MK                                       0020458.2 |
 AY0121| AY1803 SELMA PERPETUAL HELP CATH CH        APPROX. 6.2 KM 0490226.9 |
 AY0121| AY1801 SELMA RADIO STATION WOAI MAST       APPROX. 5.1 KM 0493124.8 |
 AY0121| AY0122 MILLER RM 1                          21.784 METERS 05234     |
 AY0121| AY1540 MILLER USGS                           3.071 METERS 06827     |
 AY0121| AY1797 CIBOLO MUNICIPAL TANK               APPROX.12.6 KM 0825819.9 |
 AY0121| AY1806 RANDOLPH AFB ADMIN BLDG BEACON      APPROX. 7.2 KM 1005324.6 |
 AY0121| AY1810 LONGHORN PORTLAND CEMENT CO TK      APPROX. 4.8 KM 2500207.7 |
 AY0121| AY0123 MILLER RM 2                          23.284 METERS 29940     |
 AY0121|---------------------------------------------------------------------|
 AY0121
 AY0121                          SUPERSEDED SURVEY CONTROL
 AY0121
 AY0121  NAD 83(1986)-  29 32 53.65730(N)    098 21 18.94093(W) AD(       ) 1
 AY0121  NAD 27      -  29 32 52.83200(N)    098 21 17.89000(W) AD(       ) 1
 AY0121  NGVD 29 (??/??/92)  312.634  (m)         1025.70   (f) ADJ UNCH    1 2
 AY0121
 AY0121.Superseded values are not recommended for survey control.
 AY0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0121.See file dsdata.txt to determine how the superseded data were derived.
 AY0121
 AY0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6246368901(NAD 83)
 AY0121_MARKER: DS = TRIANGULATION STATION DISK
 AY0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0121_SP_SET: SET INTO TOP OF CONCRETE POST
 AY0121_STAMPING: MILLER 1924
 AY0121_MARK LOGO: CGS   
 AY0121_PROJECTION: FLUSH
 AY0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0121
 AY0121  HISTORY     - Date     Condition        Report By
 AY0121  HISTORY     - 1924     MONUMENTED       CGS
 AY0121  HISTORY     - 1937     GOOD             TXHD
 AY0121  HISTORY     - 1939     GOOD             CGS
 AY0121  HISTORY     - 1953     GOOD             CGS
 AY0121  HISTORY     - 1967     GOOD             CGS
 AY0121  HISTORY     - 1969     GOOD             CGS
 AY0121  HISTORY     - 1980     GOOD             NGS
 AY0121  HISTORY     - 1989     GOOD             USPSQD
 AY0121  HISTORY     - 1990     GOOD             USPSQD
 AY0121  HISTORY     - 19990215 GOOD             USPSQD
 AY0121
 AY0121                          STATION DESCRIPTION
 AY0121
 AY0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY0121'ABOUT 13 MILES NE OF SAN ANTONIO, 1/4 MILE SE OF THE SAN
 AY0121'ANTONIO-AUSTIN ROAD KNOWN AS THE MERIDIAN HIGHWAY AND AS
 AY0121'THE PAT NEFF HIGHWAY, ALSO AS STATE HIGHWAY 2.  STATION IS
 AY0121'ABOUT 1 MILE NE OF THE FRIESENHAHA GASOLINE STATION AND
 AY0121'GARAGE, ON THE MOST NORTHERN ONE OF THE TWO LONG HILLS IN
 AY0121'A MESQUITE PASTURE ON THE MILLER RANCH.  THE RANCH HOUSE
 AY0121'IS ABOUT 3/4 MILE S OF THE STATION.
 AY0121'
 AY0121'SURFACE MARK IS STANDARD DISK IN CONCRETE.
 AY0121'
 AY0121'UNDERGROUND MARK IS IRON NAIL IN CONCRETE BLOCK.
 AY0121'
 AY0121'STATION MILLER (U.S.G.S.) MARKED WITH AN IRON PIPE, IS 3.071
 AY0121'METERS (10.08 FEET) FROM STATION N 68 DEG 31 MIN E.
 AY0121'ELEVATION OF STATION 310.8 METERS (1,020 FEET).
 AY0121
 AY0121                          STATION RECOVERY (1937)
 AY0121
 AY0121'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY0121'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE GASOLINE
 AY0121'STATION MENTIONED IS A SHELL STATION.  THE MILLER RANCH
 AY0121'HOUSE IS ACROSS HIGHWAY 2 FROM IT AT ABOUT 1000 FEET.  GO
 AY0121'N ON STATE HIGHWAY 2 FROM SHELL STATION 0.7 MILE TO JOLLYWOOD
 AY0121'INN ON LEFT.  LEAVE HIGHWAY AND PROCEED ON FOOT SE ONE-QUARTER
 AY0121'MILE TO TOP OF HILL AND STATION.  SHELL STATION IS ABOUT 2
 AY0121'MILES S OF INTERSECTION OF STATE HIGHWAY 2 AND HIGHWAY TO
 AY0121'RANDOLPH FIELD.
 AY0121
 AY0121                          STATION RECOVERY (1939)
 AY0121
 AY0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (HAS)
 AY0121'STATION RECOVERED AS DESCRIBED.  THE FRIESENHAHA GASOLINE
 AY0121'STATION AND GARAGE IS NOW KNOWN AS ALBRECHT SERVICE STATION.
 AY0121'IT IS 7.8 MILES FROM THE INTERSECTION OF NEW BRAUNFELS AVENUE
 AY0121'AND BROADWAY WITHIN THE LIMITS OF SAN ANTONIO.  THE SAN
 AY0121'ANTONIO-AUSTIN HIGHWAY MENTIONED IS NOW KNOWN AS FEDERAL
 AY0121'HIGHWAY 81.
 AY0121'
 AY0121'TO ENTER THE MILLER RANCH OBTAIN THE KEY AT THE ALBRECHT
 AY0121'SERVICE STATION AND ENTER THROUGH THE GATE LOCATED ABOUT
 AY0121'1/4 MILE N OF THE SERVICE STATION.  THE ROAD LEADS TO WITHIN
 AY0121'A COUPLE HUNDRED METERS OF THE STATION.  THERE ARE SEVERAL
 AY0121'BRANCHES OF THE ROAD.  KEEP BEARING TO THE LEFT.
 AY0121
 AY0121                          STATION RECOVERY (1953)
 AY0121
 AY0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0121'THE STATION MARK AND MILLER (USGS) MARK WERE RECOVERED IN
 AY0121'GOOD CONDITION.  REFERENCE MARK NO. 1, REFERENCE MARK NO.
 AY0121'2 AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 AY0121'
 AY0121'A COMPLETE DESCRIPTION FOLLOWS--
 AY0121'
 AY0121'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF SAN ANTONIO,
 AY0121'4 MILES SOUTHWEST OF SELMA, 3.25 MILES NORTHWEST OF CONVERSE,
 AY0121'AND 0.2 MILE SOUTHEAST OF U.S. HIGHWAY 81.  IT IS ON THE
 AY0121'HIGHEST POINT OF THE MOST NORTHERLY OF THREE BRUSH COVERED
 AY0121'HILLS, AND ON PROPERTY OWNED BY HENRY A ROBARDS.
 AY0121'
 AY0121'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 AY0121'AND LOOP 13 IN NORTHEAST SAN ANTONIO, GO NORTHEAST ON HIGHWAY
 AY0121'81 FOR 3.6 MILES TO A DIRT ROAD RIGHT, (TO REACH THE AZIMUTH
 AY0121'MARK, CONTINUE NORTHEAST ON HIGHWAY 81 FOR 0.3 MILE TO JUDSON
 AY0121'STREET AND THE MARK IN THE NORTHEAST CORNER OF THE INTERSECTION),
 AY0121'TURN RIGHT ON DIRT ROAD, GO SOUTHEAST FOR 0.05 MILE TO A
 AY0121'WIRE GATE ON LEFT, TURN LEFT, PASS THROUGH GATE AND GO EASTERLY
 AY0121'THROUGH MESQUITE BRUSH TO THE HIGHEST POINT AND THE STATION
 AY0121'SITE.
 AY0121'
 AY0121'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY0121'POST SET FLUSH WITH THE SURFACE AND IT IS STAMPED MILLER
 AY0121'1924.
 AY0121'
 AY0121'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY0121'POST PROJECTING 6 INCHES AND IS STAMPED MILLER NO. 1 1924.
 AY0121'
 AY0121'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY0121'CONCRETE POST PROJECTING 6 INCHES AND IS STAMPED MILLER
 AY0121'NO. 2 1924.
 AY0121'
 AY0121'MILLER (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 AY0121'MARK CAP SET IN AN IRON PIPE PROJECTING 18 INCHES.  NO STAMPING
 AY0121'LEGIBLE.
 AY0121'
 AY0121'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY0121'POST PROJECTING 5 INCHES.  IT IS 79 FEET NORTHWEST OF THE
 AY0121'CENTER LINE OF U.S. HIGHWAY 81, 20 FEET NORTHEAST OF THE
 AY0121'CENTER LINE OF JUDSON STREET, 14.5 FEET NORTHWEST OF A TELEPHONE
 AY0121'POLE AND FENCE CORNER AND 1.0 FOOT SOUTHWEST OF A FENCE
 AY0121'LINE.  IT IS STAMPED MILLER 1924.
 AY0121
 AY0121                          STATION RECOVERY (1967)
 AY0121
 AY0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KGA)
 AY0121'3.0 MILES ALONG THE OLD U.S. HIGHWAY 81, NOW RANDOLPH BLVD.,
 AY0121'FROM THE OVERPASS ON THE MISSOURI-KANSAS-TEXAS RAILROAD
 AY0121'OF TEXAS AT SAN ANTONIO (FRATT SIDING) BEXAR COUNTY, THENCE
 AY0121'0.15 MILE SE ALONG A GRAVEL ROAD LEADING TO A MICRO WAVE
 AY0121'STATION THENCE 0.1 MILE NE ALONG A TRAIL TO THE TOP OF A
 AY0121'HILL (0.25 MILE DUE N OF THE MICRO WAVE STATION).  A STANDARD
 AY0121'TRIANGULATION STATION DISK STAMPED MILLER 1924 AND SET IN
 AY0121'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AY0121'
 AY0121'THE AZIMUTH MARK 1953 WAS SEARCHED FOR BUT WAS NOT FOUND.
 AY0121'NEW INTERSTATE HIGHWAY CONSTRUCTION AND NEW OVERPASS AT
 AY0121'JUNCTION DESCRIBED IN DESCRIPTION.  MARK IS PROBABLY DESTROYED.
 AY0121'
 AY0121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES
 AY0121'NW OF FRATT STATION.
 AY0121
 AY0121                          STATION RECOVERY (1969)
 AY0121
 AY0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AY0121'THE STATION MARK, REFERENCE MARKS AND THE USGS MARK WERE
 AY0121'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 AY0121'BUT NOT FOUND AND IS ASSUMED DESTROYED BY ROAD WORK.  A
 AY0121'NEW AZIMUTH MARK WAS SET.  A NEW DESCRIPTION FOLLOWS.
 AY0121'
 AY0121'ABOUT 12 MILES NORTHEAST OF SAN ANTONIO, 3-1/2 MILES NORTHWEST
 AY0121'OF CONVERSE, 0.25 MILE SOUTH OF INTERSTATE HIGHWAY 35, ON
 AY0121'THE HIGHEST POINT OF THE MOST NORTHERLY OF 3 BRUSH COVERED
 AY0121'HILLS AND ON THE PROPERTY OF MR. QUINCY LEE.  IT IS 45 FEET
 AY0121'SOUTH OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT SOUTH
 AY0121'OF A METAL WITNESS POST.  THE DISK IS SET IN THE TOP OF
 AY0121'A 24 INCH SQUARE CONCRETE POST WHICH IS FLUSH AND STAMPED
 AY0121'MILLER 1924.
 AY0121'
 AY0121'TO REACH THE STATION FROM INTERSECTION OF INTERSTATE HIGHWAY
 AY0121'35 AND JUDSON ROAD (ABOUT 3-1/2 MILES NORTHEAST OF THE JUNCTION
 AY0121'OF INTERSTATE HIGHWAY 35 AND 410 AT THE NORTHEAST EDGE OF
 AY0121'SAN ANTONIO), GO SOUTHWEST ON JUDSON ROAD FOR 0.3 MILE TO
 AY0121'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON THE GRAVELED
 AY0121'ROAD FOR 0.15 MILE TO THE SOUTHWEST CORNER OF A CYCLONE
 AY0121'FENCE.  TURN LEFT ALONG THE SOUTH SIDE OF THE FENCE AND
 AY0121'FOLLOW TRACK ROAD EASTERLY UPHILL TO THE HIGHEST POINT AND
 AY0121'THE STATION.
 AY0121'
 AY0121'REFERENCE MARK 1 IS 21 FEET NORTHEAST OF THE CENTERLINE OF
 AY0121'THE TRACK ROAD, 71 FEET NORTHEAST OF THE METAL WITNESS POST
 AY0121'AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 AY0121'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED MILLER
 AY0121'NO 1 1924.
 AY0121'
 AY0121'REFERENCE MARK 2 IS 8 FEET SOUTHEAST OF A 8 INCH MESQUITE
 AY0121'TREE AND 7 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 AY0121'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED MILLER
 AY0121'NO 2 1924.
 AY0121'
 AY0121'MILLER (USGS) IS A STANDARD USGS BENCH MARK CAP AT THE TOP
 AY0121'OF AN IRON PIPE PROJECTING ABOUT 18 INCHES, 10 FEET NORTHEAST
 AY0121'OF A METAL WITNESS POST AND NO STAMPING.
 AY0121'
 AY0121'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILLER 1924
 AY0121'1969 SET IN A DRILL HOLE IN THE SOUTHEAST CONCRETE RAIL OF
 AY0121'THE OVERPASS OF JUDSON ROAD AND INTERSTATE HIGHWAY 35, 43
 AY0121'FEET SOUTH OF THE CENTERLINE OF THE INTERSTATE AND 30 FEET
 AY0121'EAST OF THE CENTERLINE OF THE OVERPASS (JUDSON RD)
 AY0121'
 AY0121'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AY0121'
 AY0121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2
 AY0121'MILES NORTHWEST OF CONVERSE
 AY0121
 AY0121                          STATION RECOVERY (1980)
 AY0121
 AY0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0121'7.4 KM (4.6 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY0121'35 FROM THE SOUTHWEST END OF THE BRIDGE OVER CIBOLO CREEK IN SELMA,
 AY0121'THENCE 0.65 KM (0.4 MI) SOUTHEAST ALONG FIDDLERS GREEN STREET AND
 AY0121'MIRCAM LOOP, THENCE 0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD, AT THE
 AY0121'SUMMIT OF A HILL, APPROXIMATELY 0.3 KM (0.2 MI) SOUTH OF A RADIO
 AY0121'TOWER, 3.0 METERS (10.0 FT) SOUTH OF BENCH MARK MILLER USGS,
 AY0121'13.7 METERS (45.0 FT) SOUTH OF THE CENTER OF A TRACK ROAD WHICH LOOPS
 AY0121'AROUND THE HILL.
 AY0121'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AY0121
 AY0121                          STATION RECOVERY (1989)
 AY0121
 AY0121'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY0121'RECOVERED IN GOOD CONDITION.
 AY0121
 AY0121                          STATION RECOVERY (1990)
 AY0121
 AY0121'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0121'RECOVERED IN GOOD CONDITION.
 AY0121
 AY0121                          STATION RECOVERY (1999)
 AY0121
 AY0121'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1308 ***********************************************************************
 AN1308  DESIGNATION -  MILLER
 AN1308  PID         -  AN1308
 AN1308  STATE/COUNTY-  TX/REFUGIO
 AN1308  USGS QUAD   -  MISSION BAY (1979)
 AN1308
 AN1308                         *CURRENT SURVEY CONTROL
 AN1308  ___________________________________________________________________
 AN1308* NAD 83(1993)-  28 09 55.62778(N)    097 12 00.57209(W)     ADJUSTED  
 AN1308* NAVD 88     -         7.92   (+/-2cm)      26.0    (feet)  VERTCON   
 AN1308  ___________________________________________________________________
 AN1308  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AN1308  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN1308
 AN1308  HORZ ORDER  -  THIRD
 AN1308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1308
 AN1308.The horizontal coordinates were established by classical geodetic methods
 AN1308.and adjusted by the National Geodetic Survey in February 1996..
 AN1308
 AN1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1308.The vertical order pertains to the NGVD 29 superseded value.
 AN1308
 AN1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1308
 AN1308.The geoid height was determined by GEOID03.
 AN1308
 AN1308;                    North         East     Units Scale Factor Converg.
 AN1308;SPC TXSC     - 4,038,170.389   776,769.929   MT  1.00006966   +0 52 54.4
 AN1308;SPC TXSC     -13,248,564.02  2,548,452.68   sFT  1.00006966   +0 52 54.4
 AN1308;UTM  14      - 3,116,840.948   676,710.116   MT  0.99998541   +0 50 59.2
 AN1308
 AN1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1308!SPC TXSC     -   1.00000302  x   1.00006966  =   1.00007268
 AN1308!UTM  14      -   1.00000302  x   0.99998541  =   0.99998843
 AN1308
 AN1308|---------------------------------------------------------------------|
 AN1308| PID    Reference Object                     Distance      Geod. Az  |
 AN1308|                                                           dddmmss.s |
 AN1308| AN1309 MILLER RM 1                          53.800 METERS 00436     |
 AN1308| AN2110 LINNA                               APPROX. 7.4 KM 1073016.3 |
 AN1308|---------------------------------------------------------------------|
 AN1308
 AN1308                          SUPERSEDED SURVEY CONTROL
 AN1308
 AN1308  NAD 83(1986)-  28 09 55.63388(N)    097 12 00.55245(W) AD(       ) 3
 AN1308  NAD 27      -  28 09 54.59900(N)    097 11 59.58400(W) AD(       ) 3
 AN1308  NGVD 29 (??/??/92)    8.072  (m)           26.48   (f) ADJ UNCH    2 0
 AN1308
 AN1308.Superseded values are not recommended for survey control.
 AN1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1308.See file dsdata.txt to determine how the superseded data were derived.
 AN1308
 AN1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7671016841(NAD 83)
 AN1308_MARKER: DS = TRIANGULATION STATION DISK
 AN1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1308_SP_SET: CONCRETE POST
 AN1308_STAMPING: MILLER 1934
 AN1308_MARK LOGO: CGS   
 AN1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1308+STABILITY: SURFACE MOTION
 AN1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1308+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AN1308
 AN1308  HISTORY     - Date     Condition        Report By
 AN1308  HISTORY     - 1934     MONUMENTED       CGS
 AN1308  HISTORY     - 1934     GOOD             CGS
 AN1308  HISTORY     - 1942     GOOD             CGS
 AN1308  HISTORY     - 19890215 GOOD             NOS
 AN1308  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1308
 AN1308                          STATION DESCRIPTION
 AN1308
 AN1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN1308'STATION IS LOCATED ABOUT 5 MILES N OF BAYSIDE, AT THE HEAD
 AN1308'OF A SMALL SHALLOW BAY NW OF MISSION BAY, AND ON PROPERTY
 AN1308'OWNED BY FRED SCHROEDER OF KENNEDY AND OCCUPIED BY R.B. MILLER.
 AN1308'IT IS ON A BLUFF, ON THE E SIDE OF A CULTIVATED FIELD, AND
 AN1308'ON THE W SIDE OF THE GROUNDS OF THE MILLER HOUSE.  IT IS 40
 AN1308'METERS W OF POINT WHERE BANK BREAKS OFF INTO SAND FLAT AND A
 AN1308'MARSH EXTENDING 1/4 MILE E TO BAY, 36.74 METERS W OF THE NE
 AN1308'CORNER OF THE MILLER HOUSE, 14.85 METERS SW OF WINDMILL IN
 AN1308'THE YARD, AND 40 METERS S OF CENTER LINE OF ONLY ROAD LEADING
 AN1308'TO THE MILLER HOUSE.  MARK IS FLUSH WITH GROUND.
 AN1308'
 AN1308'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN1308'SET IN CONCRETE.
 AN1308'
 AN1308'REFERENCE MARK 1 IS LOCATED NEAR A BARN AND IS NNW OF STATION.
 AN1308'
 AN1308'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN1308'REFUGIO, WATER TANK, 325 DEG.  OIL DERRICK (5 MILES DISTANT),
 AN1308'339 DEG.  WHITE SCHOOLHOUSE (2 MILES DISTANT), 237 DEG.
 AN1308'WINDMILL (1/2 MILE DISTANT), 273 DEG.
 AN1308'
 AN1308'HEIGHT OF LIGHT ABOVE STATION MARK - 8.5 METERS.
 AN1308
 AN1308                          STATION RECOVERY (1934)
 AN1308
 AN1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AN1308'4.7 MI N FROM BAYSIDE.
 AN1308'4.7 MILES NORTH ALONG THE WOODSBORO ROAD FROM THE GRADE SCHOOL AT
 AN1308'BAYSIDE, REFUGIO COUNTY, 0.5 MILE EAST ALONG A DIRT ROAD.  IN THE YARD
 AN1308'OF A NEW STUCCO HOUSE OCCUPIED IN 1942 BY R.B. MILLER, 16.5 FEET
 AN1308'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 12 FEET EAST OF THE
 AN1308'NORTHWEST CORNER OF THE YARD, AND 3 FEET SOUTH OF THE EAST-AND-WEST
 AN1308'FENCE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED MILLER 1934 AND
 AN1308'SET IN THE TOP OF A CONCRETE POST ABOUT 0.5 FOOT UNDER GROUND.
 AN1308
 AN1308                          STATION RECOVERY (1942)
 AN1308
 AN1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AN1308'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AN1308'
 AN1308'STATION IS ABOUT 125 FEET W OF THE EDGE OF BANK, IN YARD
 AN1308'AROUND NEW STUCCO HOUSE OCCUPIED BY R.B. MILLER, 16.5 FEET
 AN1308'NW OF THE NW CORNER OF HOUSE, 13 FEET E OF THE NW CORNER OF
 AN1308'YARD, AND 3 FEET S OF E-W FENCE.
 AN1308'
 AN1308'STATION MARK IS STAMPED MILLER 1934.  THE TOP OF MONUMENT IS
 AN1308'ABOUT 0.5 FOOT BELOW THE SURFACE OF THE GROUND.
 AN1308'
 AN1308'REFERENCE MARK 1 IS ABOUT 188 FEET N OF THE MILLER RESIDENCE,
 AN1308'30 FEET N OF THE CENTER LINE OF DIRT ROAD, AND 6 FEET W OF A
 AN1308'SMALL BARN.  IT IS STAMPED MILLER NO 1 1934 AND PROJECTS
 AN1308'ABOUT 0.4 FOOT.
 AN1308'
 AN1308'TO REACH STATION FROM THE GRADE SCHOOL AT BAYSIDE, GO 4.7
 AN1308'MILES N ALONG ROAD TOWARDS WOODSBORO TO THE INTERSECTION OF
 AN1308'DIRT ROAD LEADING E.  THEN GO 0.5 MILE E ALONG DIRT ROAD TO
 AN1308'NEW STUCCO HOUSE AND THE SITE OF THE STATION.
 AN1308
 AN1308                          STATION RECOVERY (1989)
 AN1308
 AN1308'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AN1308'THE STATION IS LOCATED ABOUT 5.0 MI N OF BAYSIDE, AT THE HEAD OF A
 AN1308'SMALL SHALLOW BAY NW OF MISSION BAY, AND ON PROPERTY OWNED BY FRED
 AN1308'SCHROEDER OF KENNEDY AND OCCUPIED BY R.B. MILLER.  STATION IS ABOUT
 AN1308'125 FT W OF THE EDGE OF BANK, IN YARD AROUND BROWN BRICK HOUSE, 16.5
 AN1308'FT NW OF THE NW CORNER OF HOUSE, 13 FT E OF THE NW CORNER OF YARD, AND
 AN1308'3 FT S OF E-W FENCE.
 AN1308'TO REACH STATION FROM THE GRADE SCHOOL AT BAYSIDE, GO 4.7 MI N ALONG
 AN1308'ROAD TOWARDS WOODSBORO TO THE INTERSECTION OF DIRT ROAD LEADING E,
 AN1308'THEN GO 0.5 MI E ALONG DIRT ROAD TO BROWN BRICK HOUSE AND THE SITE OF
 AN1308'THE STATION.
 AN1308'STATION MARK IS SET IN THE TOP OF MONUMENT THAT IS ABOUT 0.5 FT BELOW
 AN1308'THE SURFACE OF THE GROUND.
 AN1308
 AN1308                          STATION RECOVERY (1999)
 AN1308
 AN1308'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2172 ***********************************************************************
 AN2172  DESIGNATION -  MILLER
 AN2172  PID         -  AN2172
 AN2172  STATE/COUNTY-  TX/BEE
 AN2172  USGS QUAD   -  CLAREVILLE (1979)
 AN2172
 AN2172                         *CURRENT SURVEY CONTROL
 AN2172  ___________________________________________________________________
 AN2172* NAD 83(1993)-  28 18 07.86775(N)    097 48 22.62123(W)     ADJUSTED  
 AN2172* NAVD 88     -        72.3    (meters)     237.     (feet)  VERTCON   
 AN2172  ___________________________________________________________________
 AN2172  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AN2172  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN2172
 AN2172  HORZ ORDER  -  FIRST
 AN2172
 AN2172.The horizontal coordinates were established by classical geodetic methods
 AN2172.and adjusted by the National Geodetic Survey in February 1996..
 AN2172
 AN2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2172
 AN2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2172
 AN2172.The geoid height was determined by GEOID03.
 AN2172
 AN2172;                    North         East     Units Scale Factor Converg.
 AN2172;SPC TXSC     - 4,052,561.639   717,087.797   MT  1.00002428   +0 35 05.3
 AN2172;SPC TXSC     -13,295,779.31  2,352,645.55   sFT  1.00002428   +0 35 05.3
 AN2172;SPC TX S     - 5,292,206.365   368,053.956   MT  1.00015232   +0 18 53.8
 AN2172;SPC TX S     -17,362,847.05  1,207,523.69   sFT  1.00015232   +0 18 53.8
 AN2172;UTM  14      - 3,131,255.880   617,044.847   MT  0.99976908   +0 33 57.7
 AN2172
 AN2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2172!SPC TXSC     -   0.99999285  x   1.00002428  =   1.00001713
 AN2172!SPC TX S     -   0.99999285  x   1.00015232  =   1.00014517
 AN2172!UTM  14      -   0.99999285  x   0.99976908  =   0.99976193
 AN2172
 AN2172|---------------------------------------------------------------------|
 AN2172| PID    Reference Object                     Distance      Geod. Az  |
 AN2172|                                                           dddmmss.s |
 AN2172| CV4824 MILLER RM                            48.403 METERS 00022     |
 AN2172| AN2137 SKIDMORE METHODIST CH SPIRE         APPROX.13.6 KM 1122227.0 |
 AN2172| AN2158 SKELLY                              APPROX.10.3 KM 1774305.2 |
 AN2172|---------------------------------------------------------------------|
 AN2172
 AN2172                          SUPERSEDED SURVEY CONTROL
 AN2172
 AN2172  NAD 83(1986)-  28 18 07.87447(N)    097 48 22.60275(W) AD(       ) 1
 AN2172  NAD 27      -  28 18 06.86600(N)    097 48 21.60800(W) AD(       ) 1
 AN2172  NGVD 29 (07/19/86)   72.3    (m)          237.     (f) VERT ANG       
 AN2172
 AN2172.Superseded values are not recommended for survey control.
 AN2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2172.See file dsdata.txt to determine how the superseded data were derived.
 AN2172
 AN2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1704531256(NAD 83)
 AN2172_MARKER: N = NAIL
 AN2172_SETTING: 0 = UNSPECIFIED SETTING
 AN2172
 AN2172  HISTORY     - Date     Condition        Report By
 AN2172  HISTORY     - 1904     MONUMENTED       CGS
 AN2172  HISTORY     - 1937     GOOD             TXHD
 AN2172  HISTORY     - 1938     GOOD             TSI
 AN2172  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AN2172
 AN2172                          STATION DESCRIPTION
 AN2172
 AN2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2172'STATION IS 9 MILES BY ROAD SSW OF BEEVILLE, ON THE E FENCE
 AN2172'LINE OF THE BEEVILLE-ALMOS SCHOOLHOUSE, AND MATHIS WAGON
 AN2172'ROAD, ON THE W SIDE OF A LARGE PASTURE OWNED BY I.J. MILLER,
 AN2172'CASHIER OF THE COMMERCIAL BANK OF BEEVILLE.  THIS PASTURE
 AN2172'IS KNOWN AS THE BERRY PASTURE, HAVING BEEN OWNED PREVIOUSLY
 AN2172'BY P.H. BERRY, PROPRIETOR OF A LIVERY AND FEED STABLE IN
 AN2172'BEEVILLE.  THE STATION IS 1.55 METERS (5.1 FEET) W OF THE
 AN2172'E FENCE OF THE LANE, 35.440 METERS (116.27 FEET) N OF THE
 AN2172'S BOUNDARY OF THE BERRY PASTURE, AND 198 PACES S OF THE
 AN2172'GATE OPENING INTO THE PASTURE.  TO REACH THE PASTURE FROM
 AN2172'BEEVILLE, FOLLOW THE ROAD TO CLAREVILLE FOR 4-1/2 MILES
 AN2172'TO THE SECOND LANE ON THE LEFT, THEN GO DUE S 4-1/2 MILES
 AN2172'TO THE STATION.
 AN2172'
 AN2172'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL
 AN2172'IN IRON PIPE SET IN CONCRETE.
 AN2172'
 AN2172'REFERENCE MARK IS AT THE SAME ELEVATION AS THE STATION, AND
 AN2172'48.403 METERS (158.80 FEET) FROM IT N 0 DEG 22 MIN E.
 AN2172'THE FOLLOWING DISTANCES AND AZIMUTHS ARE FROM THE
 AN2172'STATION--SE CHIMNEY OF J.G. ROUNDTREES HOUSE, 1-1/4 MILES,
 AN2172'56 DEG 32 MIN 30 SEC.  CLAREVILLE, GIN STACK, 3-3/4 MILES,
 AN2172'110 DEG 51 MIN 41 SEC.  LARGEST CHIMNEY ON BUD CLARES HOUSE,
 AN2172'1-1/4 MILES, 243 DEG 56 MIN 21 SEC.  AND BEEVILLE WATER
 AN2172'TOWER, 8 MILES, 208 DEG 05 MIN 41 SEC.  IN 1906 LATITUDE
 AN2172'OBSERVATIONS WERE MADE ON A WOODEN PIER PLACED 4.50 METERS
 AN2172'(14.8 FEET) DUE W OF THE TRIANGULATION STATION AND VERY
 AN2172'NEARLY IN THE CENTER OF THE N-AND-S LANE.  IN 1931 STATION
 AN2172'RECOVERED.  PASTURE OF 1904 IS NOW A FIELD, THE STATION
 AN2172'BEING ON TOP OF HILL, 116.27 FEET N OF FENCE LINE, AND 19
 AN2172'FEET E OF CENTER LINE OF ROAD.  THE LANES OF 1904 ARE
 AN2172'NOW PUBLIC ROADS.  IN 1932 RECOVERED IN GOOD CONDITION.
 AN2172'FURTHER DESCRIBED AS BEING 25.1 FEET E OF CENTER LINE OF
 AN2172'BEEVILLE, ALMOS, AND MATHIS WAGON ROAD, 4.8 FEET W OF W
 AN2172'FENCE OF MILLER PASTURE, AND 2,043 FEET N OF T-ROAD TO W
 AN2172'BETWEEN THE WILLIAM FEHLER AND ROUNDTREE PASTURES,
 AN2172'ELEVATION OF STATION 72.3 METERS (237 FEET).
 AN2172
 AN2172                          STATION RECOVERY (1937)
 AN2172
 AN2172'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2172'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 AN2172'RECOVERED BUT IT PROJECTS ABOUT 3 INCHES AND IS SLIGHTLY
 AN2172'LOOSENED BY EROSION.
 AN2172
 AN2172                          STATION RECOVERY (1938)
 AN2172
 AN2172'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 AN2172'STATION IN GOOD CONDITION.
 AN2172
 AN2172                          STATION RECOVERY (1953)
 AN2172
 AN2172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2172'THE STATION SURFACE MARK AND REFERENCE MARK HAVE BEEN DESTROYED
 AN2172'DUE TO CONSTRUCTION OF FARM ROAD 1349.  THE SUB-SURFACE
 AN2172'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING
 AN2172'ARE NEW NOTES OF ITS LOCATION--IT IS A NAIL IN IRON PIPE
 AN2172'SET IN A MASS OF CONCRETE, 32 INCHES BELOW THE SURFACE OF
 AN2172'THE GROUND, 22.711 METERS (74.51 FEET) FROM STATION MILLER
 AN2172'2 S 78 DEG 52 MIN E, (ACROSS HIGHWAY FROM
 AN2172'MILLER 2), 36 FEET EAST OF HIGHWAY CENTER LINE, 5.5 FEET
 AN2172'WEST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE AND 29 FEET
 AN2172'SOUTH OF REFERENCE MARK MILLER 2 NO 1.
 AN2172'
 AN2172'A NEW STATION MILLER 2 1953 WAS ESTABLISHED PREVIOUS TO
 AN2172'RECOVERING THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0684 ***********************************************************************
 BN0684  DESIGNATION -  MILLER
 BN0684  PID         -  BN0684
 BN0684  STATE/COUNTY-  TX/LLANO
 BN0684  USGS QUAD   -  LLANO NORTH (1955)
 BN0684
 BN0684                         *CURRENT SURVEY CONTROL
 BN0684  ___________________________________________________________________
 BN0684* NAD 83(1993)-  30 47 56.20957(N)    098 38 26.85257(W)     ADJUSTED  
 BN0684* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 BN0684  ___________________________________________________________________
 BN0684  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 BN0684  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 BN0684
 BN0684  HORZ ORDER  -  SECOND
 BN0684
 BN0684.The horizontal coordinates were established by classical geodetic methods
 BN0684.and adjusted by the National Geodetic Survey in February 1996..
 BN0684
 BN0684.The orthometric height was scaled from a topographic map.
 BN0684
 BN0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0684
 BN0684.The geoid height was determined by GEOID03.
 BN0684
 BN0684;                    North         East     Units Scale Factor Converg.
 BN0684;SPC TX C     - 3,126,751.033   861,958.619   MT  0.99988795   +0 52 18.3
 BN0684;SPC TX C     -10,258,349.01  2,827,942.57   sFT  0.99988795   +0 52 18.3
 BN0684;UTM  14      - 3,407,375.726   534,363.980   MT  0.99961457   +0 11 02.1
 BN0684
 BN0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0684!SPC TX C     -   0.99994071  x   0.99988795  =   0.99982866
 BN0684!UTM  14      -   0.99994071  x   0.99961457  =   0.99955530
 BN0684
 BN0684|---------------------------------------------------------------------|
 BN0684| PID    Reference Object                     Distance      Geod. Az  |
 BN0684|                                                           dddmmss.s |
 BN0684| CV4829 MILLER RM 1                           7.632 METERS 07734     |
 BN0684| BN0685 BM NR MILLER                          4.966 METERS 11530     |
 BN0684| BN0686 BM NR MILLER                          5.541 METERS 17610     |
 BN0684| BN0695 LLANO MUNICIPAL STANDPIPE           APPROX. 6.9 KM 2082828.3 |
 BN0684| BN0696 LLANO COUNTY CTHSE CLOCK TOWER      APPROX. 6.4 KM 2120423.8 |
 BN0684| BN0683 LLANO MUNICIPAL TANK                APPROX. 6.4 KM 2140248.8 |
 BN0684| CV4828 MILLER AZ MK                                       2791749.9 |
 BN0684|---------------------------------------------------------------------|
 BN0684
 BN0684                          SUPERSEDED SURVEY CONTROL
 BN0684
 BN0684  NAD 83(1986)-  30 47 56.22019(N)    098 38 26.83847(W) AD(       ) 2
 BN0684  NAD 27      -  30 47 55.58240(N)    098 38 25.70740(W) AD(       ) 2
 BN0684
 BN0684.Superseded values are not recommended for survey control.
 BN0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0684.See file dsdata.txt to determine how the superseded data were derived.
 BN0684
 BN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3436407376(NAD 83)
 BN0684_MARKER: DB = BENCH MARK DISK
 BN0684_SETTING: 66 = SET IN ROCK OUTCROP
 BN0684_SP_SET: PARTIALLY EXPOSED BEDROCK
 BN0684
 BN0684  HISTORY     - Date     Condition        Report By
 BN0684  HISTORY     - 1956     MONUMENTED       USGS
 BN0684  HISTORY     - 1960     GOOD             USGS
 BN0684
 BN0684                          STATION DESCRIPTION
 BN0684
 BN0684'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WFD)
 BN0684'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW MOUNTAIN
 BN0684'KNOWN LOCALLY AS THE MILLER MOUNTAIN, ABOUT 4 MILES NORTHEAST
 BN0684'OF LLANO, 1-1/2 MILES EAST OF STATE HIGHWAY 16, 4 FEET NORTHWEST
 BN0684'OF A WHITE 4 IN X 4 IN WITNESS POST, AND ON LAND OWNED BY MRS.
 BN0684'ROBERT SCHNEIDER OF LLANO.
 BN0684'
 BN0684'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 BN0684'29 IN LLANO, GO NORTH ON STATE HIGHWAY 16 FOR 3.3 MILES TO A
 BN0684'SMALL CONCRETE BRIDGE, CROSS BRIDGE AND CONTINUE ON HIGHWAY
 BN0684'FOR 0.1 MILE TO A BOARD GATE ON THE RIGHT, TURN RIGHT (EAST) AND
 BN0684'FOLLOW A DIRT ROAD FOR 0.7 MILE TO THE FARM HOME OF A MR. SMITH,
 BN0684'PASS THROUGH GATE AND GO EAST KEEPING TO THE LEFT OF A SMALL
 BN0684'POND TO WHERE TRACK ROAD BECOMES VISIBLE, FOLLOW TRACK ROAD
 BN0684'EASTERLY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 BN0684'DESCRIBED BELOW, CONTINUE FOR 0.05 MILE, CROSS SMALL WASH AND
 BN0684'CONTINUE SOUTHEASTERLY FOR 0.1 MILE TO AN EAST-WEST FENCE
 BN0684'LINE, GO EASTERLY ON THE NORTH SIDE OF THE FENCE FOR 0.35 MILE
 BN0684'TO THE WEST BASE OF THE MOUNTAIN AND THE END OF TRUCK TRAVEL.
 BN0684'PACK NORTHEAST TO THE HIGHEST POINT OF THE MOUNTAIN AND
 BN0684'STATION.  A 10 MINUTE PACK.
 BN0684'
 BN0684'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 BN0684'DISK SET FLUSH WITH THE SURFACE OF THE BEDROCK.  THE DISK IS
 BN0684'STAMPED MILLER 1955.
 BN0684'
 BN0684'REFERENCE MARK 1 IS A STANDARD DISK SET FLUSH WITH THE SURFACE
 BN0684'OF A BOULDER THAT PROTRUDES 2 FEET.  THE DISK IS STAMPED MILLER
 BN0684'USGS NO 1 1956.
 BN0684'
 BN0684'A SMALL COPPER DISK 1 INCH IN DIAMETER WAS USED AS REFERENCE MARK
 BN0684'2.  IT IS SET FLUSH WITH THE SURFACE OF A SMALL BOULDER THAT
 BN0684'PROTRUDES ABOUT 17 INCHES.  THE DISK IS STAMPED USGS BM.
 BN0684'
 BN0684'A SMALL COPPER DISK 1 INCH IN DIAMETER WAS USED AS REFERENCE
 BN0684'MARK 3.  IT IS SET FLUSH WITH THE SURFACE OF A SMALL BOULDER
 BN0684'THAT PROTRUDES ABOUT 6 INCHES.  THE DISK IS STAMPED USGS BM.
 BN0684'
 BN0684'THE AZIMUTH MARK IS 171 FEET NORTH OF THE CENTER OF THE TRACK
 BN0684'ROAD, AND 5 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 BN0684'MARK IS FLUSH WITH THE SURFACE OF A SMALL BOULDER THAT PROTRUDES
 BN0684'12 INCHES.  THE DISK IS STAMPED MILLER USGS 1956.
 BN0684'
 BN0684'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0684
 BN0684                          STATION RECOVERY (1960)
 BN0684
 BN0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BN0684'STATION MARK--A STANDARD DISK STAMPED ---MILLER 1955---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1070 ***********************************************************************
 CU1070  DESIGNATION -  MILLER
 CU1070  PID         -  CU1070
 CU1070  STATE/COUNTY-  TX/BORDEN
 CU1070  USGS QUAD   -  GAIL NE (1969)
 CU1070
 CU1070                         *CURRENT SURVEY CONTROL
 CU1070  ___________________________________________________________________
 CU1070* NAD 83(1993)-  32 56 19.49405(N)    101 20 02.37814(W)     ADJUSTED  
 CU1070* NAVD 88     -       876.0    (meters)    2874.     (feet)  VERTCON   
 CU1070  ___________________________________________________________________
 CU1070  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CU1070  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CU1070
 CU1070  HORZ ORDER  -  FIRST
 CU1070
 CU1070.The horizontal coordinates were established by classical geodetic methods
 CU1070.and adjusted by the National Geodetic Survey in February 1996..
 CU1070
 CU1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1070
 CU1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1070
 CU1070.The geoid height was determined by GEOID03.
 CU1070
 CU1070;                    North         East     Units Scale Factor Converg.
 CU1070;SPC TXNC     - 2,144,634.829   335,036.695   MT  0.99987455   -1 32 44.3
 CU1070;SPC TXNC     - 7,036,189.43  1,099,199.56   sFT  0.99987455   -1 32 44.3
 CU1070;UTM  14      - 3,646,914.053   281,792.626   MT  1.00018713   -1 16 10.5
 CU1070
 CU1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1070!SPC TXNC     -   0.99986646  x   0.99987455  =   0.99974103
 CU1070!UTM  14      -   0.99986646  x   1.00018713  =   1.00005357
 CU1070
 CU1070:                Primary Azimuth Mark                     Grid Az
 CU1070:SPC TXNC     -  MILLER AZ MK                             233 10 56.9
 CU1070:UTM  14      -  MILLER AZ MK                             232 54 23.1
 CU1070
 CU1070|---------------------------------------------------------------------|
 CU1070| PID    Reference Object                     Distance      Geod. Az  |
 CU1070|                                                           dddmmss.s |
 CU1070| CH9072 MILLER AZ MK                                       2313812.6 |
 CU1070| CU1136 CLAYTON                             APPROX.22.0 KM 2464029.8 |
 CU1070| CH9074 MILLER RM 2                          12.634 METERS 24958     |
 CU1070| CH9073 MILLER RM 1                          18.267 METERS 34755     |
 CU1070|---------------------------------------------------------------------|
 CU1070
 CU1070                          SUPERSEDED SURVEY CONTROL
 CU1070
 CU1070  NAD 83(1993)-  32 56 19.50002(N)    101 20 02.37021(W) AD(       ) 1
 CU1070  NAD 83(1986)-  32 56 19.50048(N)    101 20 02.36842(W) AD(       ) 1
 CU1070  NAD 27      -  32 56 19.13525(N)    101 20 00.88930(W) AD(       ) 1
 CU1070  NGVD 29 (07/19/86)  875.7    (m)         2873.     (f) VERT ANG       
 CU1070
 CU1070.Superseded values are not recommended for survey control.
 CU1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1070.See file dsdata.txt to determine how the superseded data were derived.
 CU1070
 CU1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB8179346914(NAD 83)
 CU1070_MARKER: DS = TRIANGULATION STATION DISK
 CU1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1070
 CU1070  HISTORY     - Date     Condition        Report By
 CU1070  HISTORY     - 1968     MONUMENTED       CGS
 CU1070
 CU1070                          STATION DESCRIPTION
 CU1070
 CU1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1070'STATION IS LOCATED ABOUT 17-1/2 MILES SOUTH OF POST, 13-1/2 MILES
 CU1070'NORTH-NORTHEAST OF GAIL AND 10-1/2 MILES SOUTHWEST OF JUSTICEBURG.
 CU1070'
 CU1070'TO REACH FROM THE WEST SIDE OF THE COURTHOUSE IN POST, GO SOUTH ON
 CU1070'FARM ROAD 669 (AVENUE M) FOR 3.15 MILES TO FARM ROAD 1313 ON THE
 CU1070'RIGHT, CONTINUE SOUTH ON FARM ROAD 669 FOR 21.2 MILES TO THE
 CU1070'JUNCTION OF FARM ROAD 2350 ON THE LEFT, TURN LEFT AND GO EAST ON
 CU1070'FARM ROAD 2350 FOR 5.4 MILES TO A SIDE ROAD LEFT AT THE TOP OF A
 CU1070'GRADE, TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 2.05 MILES TO
 CU1070'A CATTLEGUARD AND A FORK JUST BEYOND, KEEP THE LEFT FORK, LEAVING
 CU1070'THE MAIN ROAD AND GO NORTH ON A TRACK ROAD FOR 0.2 MILE TO A GATE
 CU1070'LEADING INTO A PASTURE, PASS THROUGH THE GATE AND GO NORTH ON
 CU1070'A TRACK ROAD FOR 0.25 MILE TO A FORK NEAR THE NORTHWEST EDGE
 CU1070'OF A STOCK POND, TAKE THE LEFT FORK AND GO WESTERLY ON A TRACK
 CU1070'ROAD FOR 0.75 MILE TO A TRACK-CROSSROAD, TURN RIGHT AND GO NORTH
 CU1070'ON AN OLD ROAD FOR 0.45 MILE TO A DIM FORK, KEEP THE LEFT FORK
 CU1070'AND CONTINUE NORTH ON THE DIM TRACK ROAD FOR 0.35 MILE TO THE
 CU1070'STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH
 CU1070'SOUTHWEST FOR 0.15 MILE TO THE MARK.
 CU1070'
 CU1070'STATION MARK IS A STANDARD DISK, STAMPED MILLER 1968, SET IN THE
 CU1070'TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 CU1070'ABOVE THE GROUND SURFACE.  THE AREA TO THE NORTH, WEST AND SOUTH OF
 CU1070'THE STATION IS CLEARED OF BRUSH BUT THE AREA EAST OF THE STATION
 CU1070'IS COVERED WITH BRUSH.
 CU1070'
 CU1070'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILLER NO 1 1968, SET
 CU1070'IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND
 CU1070'SURFACE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CU1070'
 CU1070'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILLER NO 2 1968, SET
 CU1070'IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND
 CU1070'SURFACE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CU1070'
 CU1070'AZIMUTH MARK IS A STANDARD DISK, STAMPED MILLER 1968, SET IN THE
 CU1070'TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND
 CU1070'SURFACE.  IT IS 140.0 FEET EAST OF THE WEST EDGE OF A BLUFF, 73.0
 CU1070'FEET SOUTHEAST OF THE NORTH EDGE OF A BLUFF AND 3.0 FEET SOUTHEAST
 CU1070'OF A SMALL CAIRN.
 CU1070'
 CU1070'THE LAND OWNER OF THIS PROPERTY IS VERY PARTICULAR AND CARE SHOULD
 CU1070'BE TAKEN WHEN OBTAINING PERMISSION TO VISIT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2169 ***********************************************************************
 AN2169  DESIGNATION -  MILLER 2
 AN2169  PID         -  AN2169
 AN2169  STATE/COUNTY-  TX/BEE
 AN2169  USGS QUAD   -  CLAREVILLE (1979)
 AN2169
 AN2169                         *CURRENT SURVEY CONTROL
 AN2169  ___________________________________________________________________
 AN2169* NAD 83(1993)-  28 18 08.01009(N)    097 48 23.43905(W)     ADJUSTED  
 AN2169* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 AN2169  ___________________________________________________________________
 AN2169  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AN2169  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN2169
 AN2169  HORZ ORDER  -  SECOND
 AN2169
 AN2169.The horizontal coordinates were established by classical geodetic methods
 AN2169.and adjusted by the National Geodetic Survey in February 1996..
 AN2169
 AN2169.The orthometric height was scaled from a topographic map.
 AN2169
 AN2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2169
 AN2169.The geoid height was determined by GEOID03.
 AN2169
 AN2169;                    North         East     Units Scale Factor Converg.
 AN2169;SPC TXSC     - 4,052,565.794   717,065.471   MT  1.00002427   +0 35 04.9
 AN2169;SPC TXSC     -13,295,792.94  2,352,572.30   sFT  1.00002427   +0 35 04.9
 AN2169;SPC TX S     - 5,292,210.625   368,031.646   MT  1.00015234   +0 18 53.5
 AN2169;SPC TX S     -17,362,861.03  1,207,450.49   sFT  1.00015234   +0 18 53.5
 AN2169;UTM  14      - 3,131,260.041   617,022.528   MT  0.99976901   +0 33 57.3
 AN2169
 AN2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2169!SPC TXSC     -   0.99999274  x   1.00002427  =   1.00001701
 AN2169!SPC TX S     -   0.99999274  x   1.00015234  =   1.00014508
 AN2169!UTM  14      -   0.99999274  x   0.99976901  =   0.99976175
 AN2169
 AN2169:                Primary Azimuth Mark                     Grid Az
 AN2169:SPC TXSC     -  MILLER 2 AZ MK                           000 05 58.6
 AN2169:SPC TX S     -  MILLER 2 AZ MK                           000 22 10.0
 AN2169:UTM  14      -  MILLER 2 AZ MK                           000 07 06.2
 AN2169
 AN2169|---------------------------------------------------------------------|
 AN2169| PID    Reference Object                     Distance      Geod. Az  |
 AN2169|                                                           dddmmss.s |
 AN2169| CV4825 MILLER 2 AZ MK                                     0004103.5 |
 AN2169| CV4826 MILLER 2 RM 1                        23.782 METERS 07926     |
 AN2169| AN2172 MILLER                               22.709 METERS 10108     |
 AN2169| CV4827 MILLER 2 RM 2                        35.881 METERS 17934     |
 AN2169|---------------------------------------------------------------------|
 AN2169
 AN2169                          SUPERSEDED SURVEY CONTROL
 AN2169
 AN2169  NAD 83(1986)-  28 18 08.01681(N)    097 48 23.42054(W) AD(       ) 2
 AN2169  NAD 27      -  28 18 07.00800(N)    097 48 22.42600(W) AD(       ) 2
 AN2169
 AN2169.Superseded values are not recommended for survey control.
 AN2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2169.See file dsdata.txt to determine how the superseded data were derived.
 AN2169
 AN2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1702331260(NAD 83)
 AN2169_MARKER: DS = TRIANGULATION STATION DISK
 AN2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2169
 AN2169  HISTORY     - Date     Condition        Report By
 AN2169  HISTORY     - 1953     MONUMENTED       CGS
 AN2169
 AN2169                          STATION DESCRIPTION
 AN2169
 AN2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2169'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF BEEVILLE
 AN2169'AND ABOUT 9 MILES NORTHWEST OF TYNAN ON THE RIGHT OF WAY
 AN2169'OF FARM ROAD 1349.
 AN2169'
 AN2169'TO REACH THE STATION FROM BEEVILLE, GO SOUTHWESTERLY ON
 AN2169'STATE HIGHWAY 202 FOR 4.4 MILES TO THE JUNCTION WITH FARM
 AN2169'ROAD 1349.  TURN LEFT, GO SOUTH ON FARM ROAD 1349 FOR 3.8
 AN2169'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW.
 AN2169'CONTINUE SOUTH ON FARM ROAD 1349 FOR 0.7 MILE TO THE STATION
 AN2169'ON THE RIGHT.
 AN2169'
 AN2169'THE STATION MARK IS STAMPED MILLER 2 1953.  IT IS A STANDARD
 AN2169'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 AN2169'IS 37 FEET WEST OF THE CENTER LINE OF FARM ROAD 1349, 9
 AN2169'FEET NORTH OF A WHITE WITNESS POST AND 2 FEET EAST OF A
 AN2169'WIRE FENCE.
 AN2169'
 AN2169'REFERENCE MARK 1 IS STAMPED MILLER 2 NO 1 1953.  IT IS A
 AN2169'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 AN2169'IT IS 41 FEET EAST OF THE CENTER LINE OF FARM ROAD 1349, 9 FEET
 AN2169'SOUTH OF A POWER LINE POLE AND 1 FOOT WEST OF A WIRE FENCE.
 AN2169'
 AN2169'REFERENCE MARK 2 IS STAMPED MILLER 2 NO 2 1953.  IT IS A
 AN2169'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 5
 AN2169'INCHES.  IT IS 38 FEET WEST OF THE CENTER LINE OF FARM ROAD
 AN2169'1349 AND 2 FEET EAST OF A WIRE FENCE.
 AN2169'
 AN2169'THE AZIMUTH MARK IS STAMPED MILLER 2 1953.  IT IS A STANDARD
 AN2169'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT
 AN2169'IS 75 FEET SOUTH EAST OF THE POINT WHERE A GAS LINE CROSSES
 AN2169'THE CENTER LINE OF FARM ROAD 1349, 37 FEET EAST OF THE CENTER
 AN2169'LINE OF FARM ROAD 1349, 2 FEET SOUTH OF A WHITE WITNESS
 AN2169'POST AND 1 FOOT WEST OF A WIRE FENCE.
 AN2169'
 AN2169'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0120 ***********************************************************************
 AY0120  DESIGNATION -  MILLER AZ MK
 AY0120  PID         -  AY0120
 AY0120  STATE/COUNTY-  TX/BEXAR
 AY0120  USGS QUAD   -  SCHERTZ (1992)
 AY0120
 AY0120                         *CURRENT SURVEY CONTROL
 AY0120  ___________________________________________________________________
 AY0120* NAD 83(1986)-  29 33 10.     (N)    098 21 19.     (W)     SCALED    
 AY0120* NAVD 88     -       290.874  (meters)     954.31   (feet)  POSTED    
 AY0120  ___________________________________________________________________
 AY0120  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY0120  DYNAMIC HT  -         290.450 (meters)     952.92  (feet)  COMP
 AY0120  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 AY0120
 AY0120  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0120
 AY0120.The horizontal coordinates were scaled from a topographic map and have
 AY0120.an estimated accuracy of +/- 6 seconds.
 AY0120
 AY0120.The orthometric height was determined by differential leveling
 AY0120.and adjusted by the National Geodetic Survey in 1992..
 AY0120.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0120.rate of 0.0 thru 1.0 mm/km.
 AY0120
 AY0120.The geoid height was determined by GEOID03.
 AY0120
 AY0120.The dynamic height is computed by dividing the NAVD 88
 AY0120.geopotential number by the normal gravity value computed on the
 AY0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0120.degrees latitude (g = 980.6199 gals.).
 AY0120
 AY0120.The modeled gravity was interpolated from observed gravity values.
 AY0120
 AY0120;                    North         East    Units  Estimated Accuracy
 AY0120;SPC TXSC     - 4,190,730.      662,480.      MT  (+/- 180 meters Scaled)
 AY0120
 AY0120                          SUPERSEDED SURVEY CONTROL
 AY0120
 AY0120  NGVD 29 (??/??/92)  290.755  (m)          953.92   (f) ADJ UNCH    1 2
 AY0120
 AY0120.Superseded values are not recommended for survey control.
 AY0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0120.See file dsdata.txt to determine how the superseded data were derived.
 AY0120
 AY0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT624694(NAD 83)
 AY0120_MARKER: DZ = AZIMUTH MARK DISK
 AY0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0120_STAMPING: MILLER 1953
 AY0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0120+STABILITY: SURFACE MOTION
 AY0120
 AY0120  HISTORY     - Date     Condition        Report By
 AY0120  HISTORY     - 1953     MONUMENTED       CGS
 AY0120  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0120  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0120
 AY0120                          STATION DESCRIPTION
 AY0120
 AY0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0120'3.15 MI NE FROM SAN ANTONIO.
 AY0120'3.15 MILES NORTHEAST ALONG U.S. HIGHWAY 81 FROM THE OVERPASS OF THE
 AY0120'MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS AT SAN ANTONIO, AT A
 AY0120'JUNCTION WITH JUDSON ROAD, 79 FEET NORTHWEST OF THE CENTER LINE OF THE
 AY0120'HIGHWAY, 22 FEET NORTHEAST OF THE CENTER LINE OF JUDSON ROAD, 15 FEET
 AY0120'NORTHWEST OF A TELEPHONE POLE, 1.6 FEET SOUTHWEST OF A FENCE, 2.6 FEET
 AY0120'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0120'PROJECTS 0.3 FOOT ABOVE THE GROUND.  0.3 MILE NORTH OF TRIANGULATION
 AY0120'STATION MILLER 1924.
 AY0120
 AY0120                          STATION RECOVERY (1980)
 AY0120
 AY0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0120'SEARCHED FOR, NOT RECOVERED. AZIMUTH MARK HAS BEEN RESET.
 AY0120
 AY0120                          STATION RECOVERY (1988)
 AY0120
 AY0120'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0679 ***********************************************************************
 BP0679  DESIGNATION -  MILLER AZ MK
 BP0679  PID         -  BP0679
 BP0679  STATE/COUNTY-  TX/PECOS
 BP0679  USGS QUAD   -  EAST MESA (1970)
 BP0679
 BP0679                         *CURRENT SURVEY CONTROL
 BP0679  ___________________________________________________________________
 BP0679* NAD 83(1986)-  30 52 50.     (N)    102 39 52.     (W)     SCALED    
 BP0679* NAVD 88     -       908.542  (meters)    2980.77   (feet)  ADJUSTED  
 BP0679  ___________________________________________________________________
 BP0679  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BP0679  DYNAMIC HT  -         907.165 (meters)    2976.26  (feet)  COMP
 BP0679  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 BP0679
 BP0679  VERT ORDER  -  FIRST     CLASS II
 BP0679
 BP0679.The horizontal coordinates were scaled from a topographic map and have
 BP0679.an estimated accuracy of +/- 6 seconds.
 BP0679
 BP0679.The orthometric height was determined by differential leveling
 BP0679.and adjusted by the National Geodetic Survey in June 1991..
 BP0679
 BP0679.The geoid height was determined by GEOID03.
 BP0679
 BP0679.The dynamic height is computed by dividing the NAVD 88
 BP0679.geopotential number by the normal gravity value computed on the
 BP0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0679.degrees latitude (g = 980.6199 gals.).
 BP0679
 BP0679.The modeled gravity was interpolated from observed gravity values.
 BP0679
 BP0679;                    North         East    Units  Estimated Accuracy
 BP0679;SPC TX C     - 3,136,900.      477,130.      MT  (+/- 180 meters Scaled)
 BP0679
 BP0679                          SUPERSEDED SURVEY CONTROL
 BP0679
 BP0679.No superseded survey control is available for this station.
 BP0679
 BP0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ232187(NAD 83)
 BP0679_MARKER: DZ = AZIMUTH MARK DISK
 BP0679_SETTING: 66 = SET IN ROCK OUTCROP
 BP0679_SP_SET: ROCK OUTCROP
 BP0679_STAMPING: MILLER 1935
 BP0679_MARK LOGO: CGS   
 BP0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0679+STABILITY: POSITION/ELEVATION WELL
 BP0679
 BP0679  HISTORY     - Date     Condition        Report By
 BP0679  HISTORY     - 1935     MONUMENTED       CGS
 BP0679  HISTORY     - 1981     GOOD             NGS
 BP0679
 BP0679                          STATION DESCRIPTION
 BP0679
 BP0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0679'20.0 KM (12.4 MI) EAST FROM FORT STOCKTON.
 BP0679'20.0 KM (12.4 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0679'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, 0.6 KM (0.35 MI) EAST
 BP0679'OF A GRAVELED ROAD LEADING SOUTH (EXIT 272), AT A POWERLINE CROSSING
 BP0679'IN THE CENTER OF A 6 BY 12 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 BP0679'55.5 METERS (182.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 BP0679'OF THE HIGHWAY, 45.7 METERS (159.9 FT) EAST OF A FENCE, 30.8 METERS
 BP0679'(101.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 22.1 METERS
 BP0679'(72.5 FT) NORTHEAST OF A UTILITY POLE AND 15.5 METERS (50.9 FT) NORTH
 BP0679'OF A FENCE.
 BP0679'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1539 ***********************************************************************
 AY1539  DESIGNATION -  MILLER AZ MK 2
 AY1539  PID         -  AY1539
 AY1539  STATE/COUNTY-  TX/BEXAR
 AY1539  USGS QUAD   -  SCHERTZ (1992)
 AY1539
 AY1539                         *CURRENT SURVEY CONTROL
 AY1539  ___________________________________________________________________
 AY1539* NAD 83(1986)-  29 33 07.     (N)    098 21 22.     (W)     SCALED    
 AY1539* NAVD 88     -       292.560  (meters)     959.84   (feet)  ADJUSTED  
 AY1539  ___________________________________________________________________
 AY1539  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY1539  DYNAMIC HT  -         292.134 (meters)     958.44  (feet)  COMP
 AY1539  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AY1539
 AY1539  VERT ORDER  -  FIRST     CLASS II
 AY1539
 AY1539.The horizontal coordinates were scaled from a topographic map and have
 AY1539.an estimated accuracy of +/- 6 seconds.
 AY1539
 AY1539.The orthometric height was determined by differential leveling
 AY1539.and adjusted by the National Geodetic Survey in June 1991..
 AY1539
 AY1539.The geoid height was determined by GEOID03.
 AY1539
 AY1539.The dynamic height is computed by dividing the NAVD 88
 AY1539.geopotential number by the normal gravity value computed on the
 AY1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1539.degrees latitude (g = 980.6199 gals.).
 AY1539
 AY1539.The modeled gravity was interpolated from observed gravity values.
 AY1539
 AY1539;                    North         East    Units  Estimated Accuracy
 AY1539;SPC TXSC     - 4,190,640.      662,400.      MT  (+/- 180 meters Scaled)
 AY1539
 AY1539                          SUPERSEDED SURVEY CONTROL
 AY1539
 AY1539.No superseded survey control is available for this station.
 AY1539
 AY1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT623693(NAD 83)
 AY1539_MARKER: DZ = AZIMUTH MARK DISK
 AY1539_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1539_SP_SET: GUARDRAIL
 AY1539_STAMPING: MILLER 1924 1969
 AY1539_MARK LOGO: CGS   
 AY1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1539
 AY1539  HISTORY     - Date     Condition        Report By
 AY1539  HISTORY     - 1969     MONUMENTED       CGS
 AY1539  HISTORY     - 1980     GOOD             NGS
 AY1539  HISTORY     - 19870304 MARK NOT FOUND   USGS
 AY1539  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1539  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1539
 AY1539                          STATION DESCRIPTION
 AY1539
 AY1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1539'6.3 KM (3.9 MI) NW FROM CONVERSE.
 AY1539'7.4 KM (4.6 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1539'35 FROM THE SOUTHWEST END OF THE BRIDGE OVER CIBOLO CREEK IN SELMA, AT
 AY1539'THE JUNCTION OF JUDSON ROAD, IN TOP OF THE SOUTHEAST END OF THE
 AY1539'NORTHEAST GUARDRAIL OF THE JUDSON ROAD OVERPASS, 9.1 METERS (30.0 FT)
 AY1539'EAST OF THE CENTERLINE OF THE ROAD.
 AY1539'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 AY1539
 AY1539                          STATION RECOVERY (1987)
 AY1539
 AY1539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY1539'MARK NOT FOUND.
 AY1539
 AY1539                          STATION RECOVERY (1989)
 AY1539
 AY1539'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1539'MARK NOT FOUND.
 AY1539
 AY1539                          STATION RECOVERY (1990)
 AY1539
 AY1539'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1213 ***********************************************************************
 DN1213  DESIGNATION -  MILLER OBSERVATION TOWER 1955
 DN1213  PID         -  DN1213
 DN1213  STATE/COUNTY-  TX/GRAYSON
 DN1213  USGS QUAD   -  KINGSTON SOUTH (1982)
 DN1213
 DN1213                         *CURRENT SURVEY CONTROL
 DN1213  ___________________________________________________________________
 DN1213* NAD 83(1993)-  33 52 57.89000(N)    096 38 01.76270(W)     ADJUSTED  
 DN1213* NAVD 88     -                                                        
 DN1213  ___________________________________________________________________
 DN1213  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DN1213  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DN1213
 DN1213  HORZ ORDER  -  THIRD
 DN1213
 DN1213.The horizontal coordinates were established by classical geodetic methods
 DN1213.and adjusted by the National Geodetic Survey in February 1996..
 DN1213
 DN1213
 DN1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1213
 DN1213.The geoid height was determined by GEOID03.
 DN1213
 DN1213;                    North         East     Units Scale Factor Converg.
 DN1213;SPC TXNC     - 2,247,284.560   772,629.953   MT  0.99997767   +1 01 04.1
 DN1213;SPC TXNC     - 7,372,966.09  2,534,870.10   sFT  0.99997767   +1 01 04.1
 DN1213;SPC OK S     -    61,798.802   726,384.570   MT  1.00001033   +0 46 31.7
 DN1213;SPC OK S     -   202,751.57  2,383,146.71   sFT  1.00001033   +0 46 31.7
 DN1213;UTM  14      - 3,751,675.345   718,834.818   MT  1.00019039   +1 19 10.8
 DN1213
 DN1213                          SUPERSEDED SURVEY CONTROL
 DN1213
 DN1213  NAD 83(1993)-  33 52 57.89031(N)    096 38 01.76272(W) AD(       ) 4
 DN1213  NAD 83(1986)-  33 52 57.89529(N)    096 38 01.75455(W) AD(       ) 4
 DN1213  NAD 27      -  33 52 57.52900(N)    096 38 00.77000(W) AD(       ) 3
 DN1213
 DN1213.Superseded values are not recommended for survey control.
 DN1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1213.See file dsdata.txt to determine how the superseded data were derived.
 DN1213
 DN1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1883551675(NAD 83)
 DN1213_MARKER: 55 = TOWER
 DN1213
 DN1213  HISTORY     - Date     Condition        Report By
 DN1213  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1213  HISTORY     - 19951111 GOOD             USPSQD
 DN1213  HISTORY     - 19990213 GOOD             USPSQD
 DN1213
 DN1213                          STATION DESCRIPTION
 DN1213
 DN1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DN1213'SEE STATION PRESTON
 DN1213
 DN1213                          STATION RECOVERY (1995)
 DN1213
 DN1213'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1213'RECOVERED IN GOOD CONDITION.
 DN1213
 DN1213                          STATION RECOVERY (1999)
 DN1213
 DN1213'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6014 ***********************************************************************
 AW6014  DESIGNATION -  MILLER POINT WINDMILL
 AW6014  PID         -  AW6014
 AW6014  STATE/COUNTY-  TX/GALVESTON
 AW6014  USGS QUAD   -  TEXAS CITY (1994)
 AW6014
 AW6014                         *CURRENT SURVEY CONTROL
 AW6014  ___________________________________________________________________
 AW6014* NAD 83(1993)-  29 26 36.02359(N)    094 55 07.20100(W)     ADJUSTED  
 AW6014* NAVD 88     -                                                        
 AW6014  ___________________________________________________________________
 AW6014  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6014  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW6014
 AW6014  HORZ ORDER  -  THIRD
 AW6014
 AW6014.The horizontal coordinates were established by classical geodetic methods
 AW6014.and adjusted by the National Geodetic Survey in February 1996..
 AW6014
 AW6014
 AW6014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6014
 AW6014.The geoid height was determined by GEOID03.
 AW6014
 AW6014;                    North         East     Units Scale Factor Converg.
 AW6014;SPC TXSC     - 4,185,338.926   995,838.008   MT  0.99986503   +1 59 58.2
 AW6014;SPC TXSC     -13,731,399.46  3,267,178.53   sFT  0.99986503   +1 59 58.2
 AW6014;UTM  15      - 3,258,637.504   313,906.876   MT  1.00002732   -0 56 36.3
 AW6014
 AW6014                          SUPERSEDED SURVEY CONTROL
 AW6014
 AW6014  NAD 83(1986)-  29 26 36.03924(N)    094 55 07.18249(W) AD(       ) 4
 AW6014  NAD 27      -  29 26 35.20594(N)    094 55 06.46414(W) AD(       ) 3
 AW6014
 AW6014.Superseded values are not recommended for survey control.
 AW6014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6014.See file dsdata.txt to determine how the superseded data were derived.
 AW6014
 AW6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1390758638(NAD 83)
 AW6014_MARKER: 66 = WINDMILL
 AW6014
 AW6014  HISTORY     - Date     Condition        Report By
 AW6014  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW6014  HISTORY     - 1947     GOOD             CGS
 AW6014  HISTORY     - 1960     GOOD             CGS
 AW6014  HISTORY     - 1961     GOOD             CGS
 AW6014  HISTORY     - 19960713 MARK NOT FOUND   USPSQD
 AW6014  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW6014
 AW6014                          STATION DESCRIPTION
 AW6014
 AW6014'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6014'LOCATED ABOUT 4 MILES N OF TEXAS CITY, ON THE NW EXTREMITY OF
 AW6014'MILLER POINT, ABOUT 2 MILES NW OF DOLLAR POINT, 435 METERS INLAND
 AW6014'(SW) FROM THE GALVESTON BAY SHORE, AND 35 METERS INLAND (E)
 AW6014'OF THE DOLLAR BAY SHORE.  STATION IS THE 35-FOOT WINDMILL
 AW6014'LOCATED NEAR A 25-FOOT TANK ON THE PROPERTY OF S.F. AUSTIN.
 AW6014'
 AW6014'BEARINGS ARE AS FOLLOWS--WATER TANK ON E EXTREMITY OF EDWARDS
 AW6014'POINT (LOCALLY KNOWN AS EAGLE POINT) S 08 DEG W.  TEXAS CITY SUGAR
 AW6014'REFINERY STACK N 20 DEG W.
 AW6014
 AW6014                          STATION RECOVERY (1947)
 AW6014
 AW6014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6014'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW6014'STATION WAS NOT VISITED.
 AW6014
 AW6014                          STATION RECOVERY (1960)
 AW6014
 AW6014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6014'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW6014'IS ADEQUATE WITH THE FOLLOWING CHANGES.
 AW6014'
 AW6014'1. THE ELEVATED TANK HAS BEEN REMOVED.
 AW6014
 AW6014                          STATION RECOVERY (1961)
 AW6014
 AW6014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6014'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 AW6014'ADEQUATE WITH THE FOLLOWING CHANGES.
 AW6014'
 AW6014'1 THE ELEVATED TANK HAS BEEN REMOVED.
 AW6014
 AW6014                          STATION RECOVERY (1996)
 AW6014
 AW6014'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6014'MARK NOT FOUND.
 AW6014
 AW6014                          STATION RECOVERY (2005)
 AW6014
 AW6014'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6014'NO SIGN OF THE WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0122 ***********************************************************************
 AY0122  DESIGNATION -  MILLER RM 1
 AY0122  PID         -  AY0122
 AY0122  STATE/COUNTY-  TX/BEXAR
 AY0122  USGS QUAD   -  SCHERTZ (1992)
 AY0122
 AY0122                         *CURRENT SURVEY CONTROL
 AY0122  ___________________________________________________________________
 AY0122* NAD 83(1986)-  29 32 53.     (N)    098 21 20.     (W)     SCALED    
 AY0122* NAVD 88     -       311.980  (meters)    1023.55   (feet)  POSTED    
 AY0122  ___________________________________________________________________
 AY0122  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY0122  DYNAMIC HT  -         311.530 (meters)    1022.08  (feet)  COMP
 AY0122  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AY0122
 AY0122  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0122
 AY0122.The horizontal coordinates were scaled from a topographic map and have
 AY0122.an estimated accuracy of +/- 6 seconds.
 AY0122
 AY0122.The orthometric height was determined by differential leveling
 AY0122.and adjusted by the National Geodetic Survey in 1992..
 AY0122.No vertical observational check was made to the station.
 AY0122.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0122.was located on a no-check spur therefore a value was not computed.
 AY0122
 AY0122.The geoid height was determined by GEOID03.
 AY0122
 AY0122.The dynamic height is computed by dividing the NAVD 88
 AY0122.geopotential number by the normal gravity value computed on the
 AY0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0122.degrees latitude (g = 980.6199 gals.).
 AY0122
 AY0122.The modeled gravity was interpolated from observed gravity values.
 AY0122
 AY0122;                    North         East    Units  Estimated Accuracy
 AY0122;SPC TXSC     - 4,190,210.      662,450.      MT  (+/- 180 meters Scaled)
 AY0122
 AY0122                          SUPERSEDED SURVEY CONTROL
 AY0122
 AY0122  NGVD 29 (??/??/92)  311.93   (m)         1023.4    (f) COMPUTED    1 2
 AY0122
 AY0122.Superseded values are not recommended for survey control.
 AY0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0122.See file dsdata.txt to determine how the superseded data were derived.
 AY0122
 AY0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT624688(NAD 83)
 AY0122_MARKER: DR = REFERENCE MARK DISK
 AY0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0122_STAMPING: MILLER NO 1 1924
 AY0122_MARK LOGO: CGS   
 AY0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0122+STABILITY: SURFACE MOTION
 AY0122
 AY0122  HISTORY     - Date     Condition        Report By
 AY0122  HISTORY     - 1924     MONUMENTED       CGS
 AY0122  HISTORY     - 1953     GOOD             NGS
 AY0122  HISTORY     - 1980     POOR             NGS
 AY0122  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0122  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0122
 AY0122                          STATION DESCRIPTION
 AY0122
 AY0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0122'3.25 MI NE FROM SAN ANTONIO.
 AY0122'3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 81 FROM THE OVERPASS OF THE
 AY0122'MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS AT SAN ANTONIO, THENCE
 AY0122'0.25 MILE SOUTHEAST ACROSS A PASTURE, ON TOP OF A HILL, 71.5 FEET
 AY0122'NORTHEAST OF TRIANGULATION STATION MILLER 1924, SET IN THE TOP OF A
 AY0122'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0122
 AY0122                          STATION RECOVERY (1980)
 AY0122
 AY0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0122'MARK RECOVERED IN POOR CONDITION.
 AY0122
 AY0122                          STATION RECOVERY (1990)
 AY0122
 AY0122'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0122'MARK NOT FOUND.
 AY0122
 AY0122                          STATION RECOVERY (1999)
 AY0122
 AY0122'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1309 ***********************************************************************
 AN1309  DESIGNATION -  MILLER RM 1
 AN1309  PID         -  AN1309
 AN1309  STATE/COUNTY-  TX/REFUGIO
 AN1309  USGS QUAD   -  MISSION BAY (1979)
 AN1309
 AN1309                         *CURRENT SURVEY CONTROL
 AN1309  ___________________________________________________________________
 AN1309* NAD 83(1986)-  28 09 59.     (N)    097 11 59.     (W)     SCALED    
 AN1309* NAVD 88     -         8.12   (+/-2cm)      26.6    (feet)  VERTCON   
 AN1309  ___________________________________________________________________
 AN1309  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN1309
 AN1309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1309
 AN1309.The horizontal coordinates were scaled from a topographic map and have
 AN1309.an estimated accuracy of +/- 6 seconds.
 AN1309
 AN1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1309.The vertical order pertains to the NGVD 29 superseded value.
 AN1309
 AN1309.The geoid height was determined by GEOID03.
 AN1309
 AN1309;                    North         East    Units  Estimated Accuracy
 AN1309;SPC TXSC     - 4,038,280.      776,810.      MT  (+/- 180 meters Scaled)
 AN1309
 AN1309                          SUPERSEDED SURVEY CONTROL
 AN1309
 AN1309  NGVD 29 (??/??/92)    8.273  (m)           27.14   (f) ADJ UNCH    2 0
 AN1309
 AN1309.Superseded values are not recommended for survey control.
 AN1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1309.See file dsdata.txt to determine how the superseded data were derived.
 AN1309
 AN1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS767169(NAD 83)
 AN1309_MARKER: DR = REFERENCE MARK DISK
 AN1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1309_STAMPING: MILLER NO 1 1934
 AN1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1309+STABILITY: SURFACE MOTION
 AN1309
 AN1309  HISTORY     - Date     Condition        Report By
 AN1309  HISTORY     - 1934     MONUMENTED       CGS
 AN1309  HISTORY     - 19990724 GOOD             USPSQD
 AN1309
 AN1309                          STATION DESCRIPTION
 AN1309
 AN1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN1309'4.7 MI N FROM BAYSIDE.
 AN1309'176.5 FEET NORTH OF TRIANGULATION STATION MILLER, DESCRIBED ABOVE, 188
 AN1309'FEET NORTH OF THE MILLER RESIDENCE, 30 FEET NORTH OF THE CENTERLINE OF
 AN1309'THE DIRT ROAD, 6 FEET WEST OF A SMALL BARN, AND LEVEL WITH THE ROAD. A
 AN1309'STANDARD REFERENCE-MARK DISK, STAMPED MILLER NO 1 1934 AND SET IN THE
 AN1309'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AN1309
 AN1309                          STATION RECOVERY (1999)
 AN1309
 AN1309'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0123 ***********************************************************************
 AY0123  DESIGNATION -  MILLER RM 2
 AY0123  PID         -  AY0123
 AY0123  STATE/COUNTY-  TX/BEXAR
 AY0123  USGS QUAD   -  SCHERTZ (1992)
 AY0123
 AY0123                         *CURRENT SURVEY CONTROL
 AY0123  ___________________________________________________________________
 AY0123* NAD 83(1986)-  29 32 53.     (N)    098 21 18.     (W)     SCALED    
 AY0123* NAVD 88     -       312.702  (meters)    1025.92   (feet)  POSTED    
 AY0123  ___________________________________________________________________
 AY0123  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY0123  DYNAMIC HT  -         312.250 (meters)    1024.44  (feet)  COMP
 AY0123  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AY0123
 AY0123  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0123
 AY0123.The horizontal coordinates were scaled from a topographic map and have
 AY0123.an estimated accuracy of +/- 6 seconds.
 AY0123
 AY0123.The orthometric height was determined by differential leveling
 AY0123.and adjusted by the National Geodetic Survey in 1992..
 AY0123.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0123.rate of 0.0 thru 1.0 mm/km.
 AY0123
 AY0123.The geoid height was determined by GEOID03.
 AY0123
 AY0123.The dynamic height is computed by dividing the NAVD 88
 AY0123.geopotential number by the normal gravity value computed on the
 AY0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0123.degrees latitude (g = 980.6199 gals.).
 AY0123
 AY0123.The modeled gravity was interpolated from observed gravity values.
 AY0123
 AY0123;                    North         East    Units  Estimated Accuracy
 AY0123;SPC TXSC     - 4,190,210.      662,510.      MT  (+/- 180 meters Scaled)
 AY0123
 AY0123                          SUPERSEDED SURVEY CONTROL
 AY0123
 AY0123  NGVD 29 (??/??/92)  312.582  (m)         1025.53   (f) ADJ UNCH    1 2
 AY0123
 AY0123.Superseded values are not recommended for survey control.
 AY0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0123.See file dsdata.txt to determine how the superseded data were derived.
 AY0123
 AY0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT624688(NAD 83)
 AY0123_MARKER: DR = REFERENCE MARK DISK
 AY0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0123_STAMPING: MILLER NO 2 1924
 AY0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0123+STABILITY: SURFACE MOTION
 AY0123
 AY0123  HISTORY     - Date     Condition        Report By
 AY0123  HISTORY     - 1924     MONUMENTED       CGS
 AY0123  HISTORY     - 1953     GOOD             NGS
 AY0123  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0123  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0123
 AY0123                          STATION DESCRIPTION
 AY0123
 AY0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0123'3.25 MI NE FROM SAN ANTONIO.
 AY0123'3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 81 FROM THE OVERPASS OF THE
 AY0123'MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS AT SAN ANTONIO, THENCE
 AY0123'0.25 MILE SOUTHEAST ACROSS A PASTURE, ON TOP OF A HILL, 76.4 FEET WEST
 AY0123'OF TRINGULATION STATION MILLER 1924, SET IN THE TOP OF A CONCRETE POST
 AY0123'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0123
 AY0123                          STATION RECOVERY (1980)
 AY0123
 AY0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0123'SEARCHED FOR, NOT RECOVERED.
 AY0123
 AY0123                          STATION RECOVERY (1999)
 AY0123
 AY0123'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1540 ***********************************************************************
 AY1540  DESIGNATION -  MILLER USGS
 AY1540  PID         -  AY1540
 AY1540  STATE/COUNTY-  TX/BEXAR
 AY1540  USGS QUAD   -  SCHERTZ (1992)
 AY1540
 AY1540                         *CURRENT SURVEY CONTROL
 AY1540  ___________________________________________________________________
 AY1540* NAD 83(1993)-  29 32 53.68852(N)    098 21 18.85239(W)     ADJUSTED  
 AY1540* NAVD 88     -       312.937  (meters)    1026.69   (feet)  ADJUSTED  
 AY1540  ___________________________________________________________________
 AY1540  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AY1540  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY1540  DYNAMIC HT  -         312.481 (meters)    1025.20  (feet)  COMP
 AY1540  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AY1540
 AY1540  HORZ ORDER  -  SECOND
 AY1540  VERT ORDER  -  FIRST     CLASS II
 AY1540
 AY1540.The horizontal coordinates were established by classical geodetic methods
 AY1540.and adjusted by the National Geodetic Survey in February 1996..
 AY1540
 AY1540.The orthometric height was determined by differential leveling
 AY1540.and adjusted by the National Geodetic Survey in June 1991..
 AY1540
 AY1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1540
 AY1540.The geoid height was determined by GEOID03.
 AY1540
 AY1540.The dynamic height is computed by dividing the NAVD 88
 AY1540.geopotential number by the normal gravity value computed on the
 AY1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1540.degrees latitude (g = 980.6199 gals.).
 AY1540
 AY1540.The modeled gravity was interpolated from observed gravity values.
 AY1540
 AY1540;                    North         East     Units Scale Factor Converg.
 AY1540;SPC TXSC     - 4,190,230.282   662,482.207   MT  0.99987015   +0 18 57.2
 AY1540;SPC TXSC     -13,747,447.18  2,173,493.71   sFT  0.99987015   +0 18 57.2
 AY1540;UTM  14      - 3,268,902.489   562,466.324   MT  0.99964815   +0 19 04.7
 AY1540
 AY1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1540!SPC TXSC     -   0.99995488  x   0.99987015  =   0.99982503
 AY1540!UTM  14      -   0.99995488  x   0.99964815  =   0.99960304
 AY1540
 AY1540                          SUPERSEDED SURVEY CONTROL
 AY1540
 AY1540  NAD 83(1986)-  29 32 53.69417(N)    098 21 18.83475(W) AD(       ) 2
 AY1540  NAD 27      -  29 32 52.86900(N)    098 21 17.78400(W) AD(       ) 2
 AY1540  NGVD 29 (??/??/92)  312.815  (m)         1026.29   (f) ADJ UNCH    1 2
 AY1540
 AY1540.Superseded values are not recommended for survey control.
 AY1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1540.See file dsdata.txt to determine how the superseded data were derived.
 AY1540
 AY1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6246668902(NAD 83)
 AY1540_MARKER: P = PIPE CAP
 AY1540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY1540_SP_SET: SHALLOW-SET PIPE
 AY1540_MARK LOGO: USGS  
 AY1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1540
 AY1540  HISTORY     - Date     Condition        Report By
 AY1540  HISTORY     - 1924     MONUMENTED       USGS
 AY1540  HISTORY     - 1937     GOOD             TXHD
 AY1540  HISTORY     - 1967     GOOD             USGS
 AY1540  HISTORY     - 1980     GOOD             NGS
 AY1540  HISTORY     - 1989     GOOD             USPSQD
 AY1540  HISTORY     - 1990     GOOD             USPSQD
 AY1540  HISTORY     - 19990215 GOOD             USPSQD
 AY1540
 AY1540                          STATION DESCRIPTION
 AY1540
 AY1540'DESCRIBED BY US GEOLOGICAL SURVEY 1924 (HO)
 AY1540'AN IRON PIPE, 3.071 METERS (10.08 FEET) N 68 DEG 31 MIN E.
 AY1540'FROM STATION MILLER.
 AY1540
 AY1540                          STATION RECOVERY (1937)
 AY1540
 AY1540'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1540'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1540
 AY1540                          STATION RECOVERY (1967)
 AY1540
 AY1540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY1540'3.25 MI NE FROM SAN ANTONIO.
 AY1540'3.0 MILES NORTHEAST ALONG THE OLD US HIGHWAY 81 NOW RANDOLPH BLVD.
 AY1540'FROM THE OVERPASS ON THE MKRRR OF TEXAS AT SAN ANTONIO, (FRATT SIDING)
 AY1540'BEXAR CO., THENCE 0.15 MILE SOUTHEAST ALONG A GRAVEL ROAD TO MICRO
 AY1540'WAVE STATION THENCE 0.1 MILE NORTHEAST ALONG A TRAIL TO THE TOP OF A
 AY1540'HILL (0.25 MILE DUE NORTH OF THE MICRO WAVE STATION), 10 FEET
 AY1540'NORTHEAST OF TRIANGULATION STATION MILLER. A USGS CAP, RIVETED ON THE
 AY1540'TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
 AY1540
 AY1540                          STATION RECOVERY (1980)
 AY1540
 AY1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY1540'6.9 KM (4.3 MI) NW FROM CONVERSE.
 AY1540'7.4 KM (4.6 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1540'35 FROM THE SOUTHWEST END OF THE BRIDGE OVER CIBOLO CREEK IN SELMA,
 AY1540'THENCE 0.65 KM (0.4 MI) SOUTHEAST ALONG FIDDLERS GREEN STREET AND
 AY1540'MIRCAM LOOP, THENCE 0.1 KM (0.05 MI) NORTH ALONG A DIRT ROAD, AT THE
 AY1540'SUMMIT OF A HILL, APPROXIMATELY 0.3 KM (0.2 MI) SOUTH OF A RADIO
 AY1540'TOWER, A STANDARD USGS CAP RIVETED ON TOP OF A 9-CM IRON PIPE,
 AY1540'3.0 METERS (10.0 FT) NORTH OF TRIANGULATION STATION MILLER.  NOTE-NO
 AY1540'STAMPING.
 AY1540'THE MARK IS 0.5 M ABOVE THE GROUND.
 AY1540
 AY1540                          STATION RECOVERY (1989)
 AY1540
 AY1540'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1540'RECOVERED IN GOOD CONDITION.
 AY1540
 AY1540                          STATION RECOVERY (1990)
 AY1540
 AY1540'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1540'RECOVERED IN GOOD CONDITION.
 AY1540
 AY1540                          STATION RECOVERY (1999)
 AY1540
 AY1540'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0664 ***********************************************************************
 AO0664  DESIGNATION -  MILLETT
 AO0664  PID         -  AO0664
 AO0664  STATE/COUNTY-  TX/LA SALLE
 AO0664  USGS QUAD   -  MILLETT (1974)
 AO0664
 AO0664                         *CURRENT SURVEY CONTROL
 AO0664  ___________________________________________________________________
 AO0664* NAD 83(1993)-  28 36 13.89535(N)    099 11 21.32309(W)     ADJUSTED  
 AO0664* NAVD 88     -       152.8    (meters)     501.     (feet)  VERTCON   
 AO0664  ___________________________________________________________________
 AO0664  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AO0664  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AO0664
 AO0664  HORZ ORDER  -  FIRST
 AO0664
 AO0664.The horizontal coordinates were established by classical geodetic methods
 AO0664.and adjusted by the National Geodetic Survey in February 1996..
 AO0664
 AO0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0664
 AO0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0664
 AO0664.The geoid height was determined by GEOID03.
 AO0664
 AO0664;                    North         East     Units Scale Factor Converg.
 AO0664;SPC TXSC     - 4,085,412.048   581,490.235   MT  0.99994401   -0 05 33.8
 AO0664;SPC TXSC     -13,403,556.03  1,907,772.55   sFT  0.99994401   -0 05 33.8
 AO0664;UTM  14      - 3,164,112.600   481,496.577   MT  0.99960423   -0 05 26.2
 AO0664
 AO0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0664!SPC TXSC     -   0.99997988  x   0.99994401  =   0.99992389
 AO0664!UTM  14      -   0.99997988  x   0.99960423  =   0.99958412
 AO0664
 AO0664:                Primary Azimuth Mark                     Grid Az
 AO0664:SPC TXSC     -  GARDENDALE RAD MAST                      194 50 31.9
 AO0664:UTM  14      -  GARDENDALE RAD MAST                      194 50 24.3
 AO0664
 AO0664|---------------------------------------------------------------------|
 AO0664| PID    Reference Object                     Distance      Geod. Az  |
 AO0664|                                                           dddmmss.s |
 AO0664| AO0665 GARDENDALE RAD MAST                 APPROX.10.0 KM 1944458.1 |
 AO0664| CV4830 MILLETT AZ MK                                      1955509.2 |
 AO0664| CV4832 MILLETT RM 2                         12.402 METERS 28018     |
 AO0664| CV4831 MILLETT RM 1                          7.284 METERS 35956     |
 AO0664|---------------------------------------------------------------------|
 AO0664
 AO0664                          SUPERSEDED SURVEY CONTROL
 AO0664
 AO0664  NAD 83(1986)-  28 36 13.89453(N)    099 11 21.30118(W) AD(       ) 1
 AO0664  NAD 27      -  28 36 12.95868(N)    099 11 20.18658(W) AD(       ) 1
 AO0664  NGVD 29 (07/19/86)  152.7    (m)          501.     (f) VERT ANG       
 AO0664
 AO0664.Superseded values are not recommended for survey control.
 AO0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0664.See file dsdata.txt to determine how the superseded data were derived.
 AO0664
 AO0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8149764113(NAD 83)
 AO0664_MARKER: DS = TRIANGULATION STATION DISK
 AO0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0664_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0664
 AO0664  HISTORY     - Date     Condition        Report By
 AO0664  HISTORY     - 1971     MONUMENTED       NGS
 AO0664
 AO0664                          STATION DESCRIPTION
 AO0664
 AO0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0664'THE STATION IS ABOUT 11-1/2 MILES NORTH AND 3 MILES EAST OF COTULLA,
 AO0664'5 MILES SOUTH AND 1 MILE WEST OF DILLEY, ON THE EAST RIGHT-OF-WAY OF
 AO0664'A SERVICE ROAD, BETWEEN THE SERVICE ROAD AND A RAILROAD TRACK.
 AO0664'
 AO0664'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AO0664'FARM ROAD 469, ABOUT 7 MILES SOUTH-SOUTHWEST OF DILLEY, GO
 AO0664'NORTH-NORTHEAST ON SERVICE ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON
 AO0664'THE LEFT.  CONTINUE NORTH-NORTHEAST ON SERVICE ROAD FOR 0.85 MILE
 AO0664'TO A SMALL RISE AND THE STATION ON THE RIGHT.
 AO0664'
 AO0664'STATION MARKS ARE STANDARD DISKS, STAMPED MILLETT 1971.  THE SURFACE
 AO0664'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0664'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 60.0 FEET EAST OF THE
 AO0664'CENTER OF THE SERVICE ROAD, 36.8 FEET WEST OF THE WEST RAIL OF A
 AO0664'RAILROAD TRACK, 25.8 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE
 AO0664'NUMBERED 2691-1/2 AND 4.1 FEET NORTH OF A WITNESS POST.  THE
 AO0664'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 AO0664'INCHES BELOW THE GROUND SURFACE.
 AO0664'
 AO0664'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILLETT NO 1 1971, SET
 AO0664'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0664'WITH THE GROUND SURFACE.  IT IS 54.0 FEET EAST OF THE CENTER OF THE
 AO0664'SERVICE ROAD, 42.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 AO0664'TRACK, 27.5 FEET NORTH OF THE WITNESS POST, 2.0 FEET
 AO0664'SOUTH-SOUTHEAST OF THE POWER LINE POLE NUMBERED 2691-1/2 AND ABOUT
 AO0664'THE SAME ELEVATION AS THE STATION.
 AO0664'
 AO0664'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILLETT NO 2 1971, SET
 AO0664'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0664'WITH THE GROUND SURFACE.  IT IS 53.8 FEET SOUTHWEST OF THE POWER
 AO0664'LINE POLE NUMBERED 2691 1/2, 40.8 FEET EAST OF THE WITNESS POST,
 AO0664'20.0 FEET WEST OF THE CENTER OF THE SERVICE ROAD AND ABOUT 2 FEET
 AO0664'LOWER THAN THE STATION.
 AO0664'
 AO0664'AZIMUTH MARK IS A STANDARD DISK, STAMPED MILLETT 1971, SET IN THE TOP
 AO0664'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AO0664'GROUND SURFACE.  IT IS 41.0 FEET EAST OF THE CENTER OF THE NORTH
 AO0664'BOUND LANE OF INTERSTATE HIGHWAY 35, 39.0 FEET SOUTH-SOUTHWEST OF
 AO0664'THE SOUTHWEST CORNER OF A CONCRETE BRIDGE, 25.0 FEET WEST OF THE
 AO0664'CENTER OF THE SERVICE ROAD AND 9.7 FEET NORTHWEST OF A WITNESS
 AO0664'POST.
 AO0664'
 AO0664'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2887 ***********************************************************************
 CS2887  DESIGNATION -  MILLS
 CS2887  PID         -  CS2887
 CS2887  STATE/COUNTY-  TX/DALLAS
 CS2887  USGS QUAD   -  CARROLLTON (1981)
 CS2887
 CS2887                         *CURRENT SURVEY CONTROL
 CS2887  ___________________________________________________________________
 CS2887* NAD 83(1993)-  32 58 57.85390(N)    096 55 52.43028(W)     ADJUSTED  
 CS2887* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 CS2887  ___________________________________________________________________
 CS2887  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 CS2887  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CS2887
 CS2887  HORZ ORDER  -  SECOND
 CS2887
 CS2887.The horizontal coordinates were established by classical geodetic methods
 CS2887.and adjusted by the National Geodetic Survey in February 1996..
 CS2887
 CS2887.The orthometric height was scaled from a topographic map.
 CS2887
 CS2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2887
 CS2887.The geoid height was determined by GEOID03.
 CS2887
 CS2887;                    North         East     Units Scale Factor Converg.
 CS2887;SPC TXNC     - 2,147,033.315   746,611.062   MT  0.99987334   +0 51 20.2
 CS2887;SPC TXNC     - 7,044,058.47  2,449,506.46   sFT  0.99987334   +0 51 20.2
 CS2887;UTM  14      - 3,651,273.556   693,310.683   MT  1.00006078   +1 07 35.6
 CS2887
 CS2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2887!SPC TXNC     -   0.99998270  x   0.99987334  =   0.99985604
 CS2887!UTM  14      -   0.99998270  x   1.00006078  =   1.00004348
 CS2887
 CS2887:                Primary Azimuth Mark                     Grid Az
 CS2887:SPC TXNC     -  HEBRON                                   058 53 07.7
 CS2887:UTM  14      -  HEBRON                                   058 36 52.3
 CS2887
 CS2887|---------------------------------------------------------------------|
 CS2887| PID    Reference Object                     Distance      Geod. Az  |
 CS2887|                                                           dddmmss.s |
 CS2887| DN1169 HEBRON                              APPROX. 9.5 KM 0594427.9 |
 CS2887| CS2885 CARROLLTON MUNICIPAL TANK           APPROX. 4.2 KM 1380320.1 |
 CS2887| CY1679 MILLS RM 1                           34.616 METERS 14720     |
 CS2887| CY1681 MILLS RM 3                           34.961 METERS 24620     |
 CS2887| CS2888 MILLS 2                              61.537 METERS 28456     |
 CS2887| CY1680 MILLS RM 2                           37.186 METERS 31509     |
 CS2887| CY1678 MILLS AZ MK                                        3200130.3 |
 CS2887|---------------------------------------------------------------------|
 CS2887
 CS2887                          SUPERSEDED SURVEY CONTROL
 CS2887
 CS2887  NAD 83(1993)-  32 58 57.85805(N)    096 55 52.41623(W) AD(       ) 2
 CS2887  NAD 83(1986)-  32 58 57.85982(N)    096 55 52.41453(W) AD(       ) 2
 CS2887  NAD 27      -  32 58 57.41400(N)    096 55 51.40200(W) AD(       ) 2
 CS2887
 CS2887.Superseded values are not recommended for survey control.
 CS2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2887.See file dsdata.txt to determine how the superseded data were derived.
 CS2887
 CS2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9331151274(NAD 83)
 CS2887_MARKER: DS = TRIANGULATION STATION DISK
 CS2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2887
 CS2887  HISTORY     - Date     Condition        Report By
 CS2887  HISTORY     - 1947     MONUMENTED       CGS
 CS2887  HISTORY     - 1953     GOOD             CGS
 CS2887  HISTORY     - 1956     SEE DESCRIPTION  CGS
 CS2887  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS2887  HISTORY     - 20000209 MARK NOT FOUND   USPSQD
 CS2887
 CS2887                          STATION DESCRIPTION
 CS2887
 CS2887'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2887'STATION IS 6 MILES SOUTHEAST OF LEWISVILLE AND 2 MILES NORTH
 CS2887'NORTHWEST OF CARROLLTON ALONG THE RIGHT OF WAY OF U.S. HIGHWAY
 CS2887'NO. 77.  STATION IS 87 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 CS2887'OF U.S. HIGHWAY NO. 77, 40 FEET SOUTH OF A DIRT SIDE ROAD,
 CS2887'18.3 FEET EAST OF A WHITE WITNESS POST AND 14 FEET NORTHEAST
 CS2887'OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 CS2887'IS STAMPED MILLS 1947.
 CS2887'
 CS2887'REFERENCE MARK NO. 1 IS 113.57 FEET SOUTH SOUTHEAST OF STATION,
 CS2887'101 FEET SOUTHWEST OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO. 77
 CS2887'AND 2 FEET EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 CS2887'AND THE DISK IS STAMPED MILLS NO 1 1947.
 CS2887'
 CS2887'REFERENCE MARK NO. 2 IS 122.00 FEET NORTH NORTHWEST OF STATION,
 CS2887'100 FEET SOUTHWEST OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 CS2887'NO. 77 AND 2 FEET EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4
 CS2887'INCHES AND THE DISK IS STAMPED MILLS NO 2 1947.
 CS2887'
 CS2887'AZIMUTH MARK IS 0.1 MILE NORTHWEST OF STATION, 74.5 FEET SOUTHWEST
 CS2887'OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO. 77, 26 FEET NORTHEAST
 CS2887'OF A FENCE AND 25.9 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 CS2887'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED MILLS 1947.
 CS2887'
 CS2887'TO REACH STATION FROM OVERPASS ON U.S. HIGHWAY NO. 77 IN CARROLLTON
 CS2887'GO NORTH AND NORTHWEST ON U.S. HIGHWAY NO. 77 FOR 2.4 MILES TO
 CS2887'STATION ON LEFT OR SOUTHWEST OF HIGHWAY AS DESCRIBED.  CONTINUE
 CS2887'NORTHWEST ON U.S. HIGHWAY NO. 77 FOR 0.1 MILE TO AZIMUTH ON
 CS2887'LEFT OR SOUTHWEST OF HIGHWAY AS DESCRIBED.
 CS2887'
 CS2887'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CS2887
 CS2887                          STATION RECOVERY (1953)
 CS2887
 CS2887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS2887'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 CS2887'RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M. NO. 1 HAD BEEN
 CS2887'DESTROYED BY ROAD MACHINERY.
 CS2887'
 CS2887'A NEW REFERENCE MARK IS AS FOLLOWS- A STANDARD DISK STAMPED
 CS2887'MILLS 1947 NO. 3 1953 SET IN THE TOP OF A CONCRETE MONUMENT
 CS2887'PROJECTING ABOUT 4 INCHES IS WEST OF THE STATION IN AN EAST-WEST
 CS2887'FENCE WHICH LEADS FROM THE HIGHWAY RIGHT-OF-WAY FENCE TO A FARM
 CS2887'HOUSE, AND 80 FEET SOUTH OF THE ROAD LEADING TO THE HOUSE.
 CS2887'
 CS2887'THE STATION MARK IS NOW ABOUT 6 FEET BELOW THE LEVEL OF THE
 CS2887'HIGHWAY AND AND AT THE NORTH END OF THE FILL, 0.1 MILE NORTH
 CS2887'OF A CONCRETE BRIDGE.  IT IS 40 FEET SOUTH OF THE FARM ROAD AND IS
 CS2887'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2887
 CS2887                          STATION RECOVERY (1956)
 CS2887
 CS2887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 CS2887'THIS STATION AND R.M. NO. 3 1953 WERE RECOVERED IN GOOD CONDITION.
 CS2887'THE AZIMUTH MARK AND R.M. NO. 2 1947 HAVE BEEN DESTROYED.  MILLS
 CS2887'STATION WILL BE UNDER AN 8 FOOT FILL WHEN THE SOUTH BOUND
 CS2887'TRAFFIC LANE FOR THE DENTON-DALLAS EXPRESSWAY, NOW UNDER
 CS2887'CONSTRUCTION, IS COMPLETED.
 CS2887'
 CS2887'MILLS 2 1956 WAS ESTABLISHED IN THE VICINITY AND R.M. NO. 3 WAS
 CS2887'ESTABLISHED AS A REFERENCE MARK, TO MILLS 2 1956
 CS2887
 CS2887                          STATION RECOVERY (1958)
 CS2887
 CS2887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2887'STATION IS NOW UNDER THE FILL OF THE SOUTH-BOUND LANES OF THE
 CS2887'DENTON-DALLAS EXPRESSWAY.
 CS2887'
 CS2887'REFERENCE MARK 3 WAS RECOVERED, BUT THE ENTIRE E SIDE OF THE
 CS2887'CONCRETE MONUMENT IS EXPOSED DUE TO THE GRADING FOR THE W SERVICE
 CS2887'ROAD OF THE EXPRESSWAY AND ALSO TO EROSION.
 CS2887
 CS2887                          STATION RECOVERY (2000)
 CS2887
 CS2887'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0570 ***********************************************************************
 CE0570  DESIGNATION -  MILLS
 CE0570  PID         -  CE0570
 CE0570  STATE/COUNTY-  TX/EL PASO
 CE0570  USGS QUAD   -  EL PASO (1997)
 CE0570
 CE0570                         *CURRENT SURVEY CONTROL
 CE0570  ___________________________________________________________________
 CE0570* NAD 83(1993)-  31 45 32.59528(N)    106 29 20.25424(W)     ADJUSTED  
 CE0570* NAVD 88     -      1160.     (meters)    3806.     (feet)  SCALED    
 CE0570  ___________________________________________________________________
 CE0570  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CE0570  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0570
 CE0570  HORZ ORDER  -  SECOND
 CE0570
 CE0570.The horizontal coordinates were established by classical geodetic methods
 CE0570.and adjusted by the National Geodetic Survey in February 1996..
 CE0570
 CE0570.The orthometric height was scaled from a topographic map.
 CE0570
 CE0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0570
 CE0570.The geoid height was determined by GEOID03.
 CE0570
 CE0570;                    North         East     Units Scale Factor Converg.
 CE0570;SPC TX C     - 3,248,090.767   117,135.250   MT  0.99996898   -3 10 13.8
 CE0570;SPC TX C     -10,656,444.46    384,301.23   sFT  0.99996898   -3 10 13.8
 CE0570;UTM  13      - 3,514,693.733   358,986.143   MT  0.99984525   -0 47 01.8
 CE0570
 CE0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0570!SPC TX C     -   0.99982159  x   0.99996898  =   0.99979057
 CE0570!UTM  13      -   0.99982159  x   0.99984525  =   0.99966686
 CE0570
 CE0570|---------------------------------------------------------------------|
 CE0570| PID    Reference Object                     Distance      Geod. Az  |
 CE0570|                                                           dddmmss.s |
 CE0570| CE0565 WEATHER                             294.397 METERS 02043     |
 CE0570| CE0585 EL PASO FEDERAL BLDG TOWER CEN       71.798 METERS 09428     |
 CE0570| CE0573 EL PASO PRESBYTERIAN CHURCH         APPROX. 0.5 KM 3443519.0 |
 CE0570|---------------------------------------------------------------------|
 CE0570
 CE0570                          SUPERSEDED SURVEY CONTROL
 CE0570
 CE0570  NAD 83(1993)-  31 45 32.59521(N)    106 29 20.25376(W) AD(       ) 2
 CE0570  NAD 83(1986)-  31 45 32.59758(N)    106 29 20.25393(W) AD(       ) 2
 CE0570  NAD 27      -  31 45 32.20000(N)    106 29 18.30000(W) AD(       ) 2
 CE0570
 CE0570.Superseded values are not recommended for survey control.
 CE0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0570.See file dsdata.txt to determine how the superseded data were derived.
 CE0570
 CE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5898614694(NAD 83)
 CE0570_MARKER: 62 = FLAGPOLE
 CE0570
 CE0570  HISTORY     - Date     Condition        Report By
 CE0570  HISTORY     - 1911     FIRST OBSERVED   CGS
 CE0570  HISTORY     - 1954     GOOD             AMS
 CE0570
 CE0570                          STATION DESCRIPTION
 CE0570
 CE0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (CVH)
 CE0570'THE TALL IRON FLAGSTAFF ON TOP OF THE NEW MILLS BUILDING IN
 CE0570'THE DOWNTOWN SECTION OF EL PASO AND OPPOSITE THE POST OFFICE
 CE0570'AND PLAZA.  THE STATION IS NEAR THE NE EDGE OF THE HOUSE OVER
 CE0570'THE ELEVATOR SHAFT AND AT THE TOP OF THE FLIGHT OF STEPS LEADING
 CE0570'TO THE TOP OF THIS HOUSE.
 CE0570
 CE0570                          STATION RECOVERY (1954)
 CE0570
 CE0570'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0570'THE STATION (A FLAGPOLE SET AT THE E EDGE OF THE HIGHEST BUILDING
 CE0570'ON THE TOP OF THE MILLS BUILDING) WAS RECOVERED AS DESCRIBED
 CE0570'IN GOOD CONDITION.  THIS SMALL BUILDING ON TOP OF THE MILLS
 CE0570'BUILDING IS 22.3- BY 21.1-FT.  THE FLAGPOLE IS 19.5 FT. E OF
 CE0570'THE W EDGE OF THE SMALL BUILDING, 10.5 FT. S OF THE N EDGE
 CE0570'OF THE SMALL BUILDING, 32.3 FT. N OF THE S EDGE OF THE MILLS
 CE0570'BUILDING, AND 40.5 FT. W OF THE E EDGE OF THE MILLS BUILDING.
 CE0570'
 CE0570'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0536 ***********************************************************************
 BO0536  DESIGNATION -  MILLS
 BO0536  PID         -  BO0536
 BO0536  STATE/COUNTY-  TX/VAL VERDE
 BO0536  USGS QUAD   -  PANDALE (1970)
 BO0536
 BO0536                         *CURRENT SURVEY CONTROL
 BO0536  ___________________________________________________________________
 BO0536* NAD 83(1993)-  30 12 22.11051(N)    101 35 46.26804(W)     ADJUSTED  
 BO0536* NAVD 88     -       676.8    (meters)    2220.     (feet)  VERTCON   
 BO0536  ___________________________________________________________________
 BO0536  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BO0536  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BO0536
 BO0536  HORZ ORDER  -  FIRST
 BO0536
 BO0536.The horizontal coordinates were established by classical geodetic methods
 BO0536.and adjusted by the National Geodetic Survey in February 1996..
 BO0536
 BO0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0536
 BO0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0536
 BO0536.The geoid height was determined by GEOID03.
 BO0536
 BO0536;                    North         East     Units Scale Factor Converg.
 BO0536;SPC TXSC     - 4,265,754.077   350,048.927   MT  0.99997861   -1 16 18.9
 BO0536;SPC TXSC     -13,995,228.17  1,148,452.19   sFT  0.99997861   -1 16 18.9
 BO0536;SPC TX C     - 3,060,495.123   578,410.075   MT  0.99997732   -0 39 01.6
 BO0536;SPC TX C     -10,040,974.42  1,897,667.05   sFT  0.99997732   -0 39 01.6
 BO0536;UTM  14      - 3,344,477.834   250,080.506   MT  1.00037065   -1 18 24.7
 BO0536
 BO0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0536!SPC TXSC     -   0.99989741  x   0.99997861  =   0.99987602
 BO0536!SPC TX C     -   0.99989741  x   0.99997732  =   0.99987473
 BO0536!UTM  14      -   0.99989741  x   1.00037065  =   1.00026802
 BO0536
 BO0536|---------------------------------------------------------------------|
 BO0536| PID    Reference Object                     Distance      Geod. Az  |
 BO0536|                                                           dddmmss.s |
 BO0536| CH9077 MILLS RM 1                           15.170 METERS 06725     |
 BO0536| CH9078 MILLS RM 2                                         16310     |
 BO0536| CH9767 TIP OF WINDMILL                                    3321328.2 |
 BO0536|---------------------------------------------------------------------|
 BO0536
 BO0536                          SUPERSEDED SURVEY CONTROL
 BO0536
 BO0536  NAD 83(1986)-  30 12 22.09998(N)    101 35 46.27656(W) AD(       ) 1
 BO0536  NAD 27      -  30 12 21.42100(N)    101 35 44.85000(W) AD(       ) 1
 BO0536  NGVD 29 (07/19/86)  676.7    (m)         2220.     (f) VERT ANG       
 BO0536
 BO0536.Superseded values are not recommended for survey control.
 BO0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0536.See file dsdata.txt to determine how the superseded data were derived.
 BO0536
 BO0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU5008144478(NAD 83)
 BO0536_MARKER: DD = SURVEY DISK
 BO0536_SETTING: 66 = SET IN ROCK OUTCROP
 BO0536
 BO0536  HISTORY     - Date     Condition        Report By
 BO0536  HISTORY     - 1932     MONUMENTED       USE
 BO0536  HISTORY     - 19991229 GOOD             USPSQD
 BO0536
 BO0536                          STATION DESCRIPTION
 BO0536
 BO0536'DESCRIBED BY US ENGINEERS 1932 (CIA)
 BO0536'ABOUT 4 MILES, AIR LINE, NW OF PANDALE POST OFFICE ON LAND
 BO0536'OWNED BY MR. MILLS OF PANDALE, ON THE CREST OF A RIDGE, 7 METERS
 BO0536'(23 FEET) S OF AN E-W FENCE.
 BO0536'
 BO0536'STATION IS MARKED WITH A STANDARD BRONZE DISK WEDGED IN A
 BO0536'DRILL HOLE IN OUTCROPPING BEDROCK.  DISK MARKED ESTABLISHED
 BO0536'BY CORPS OF ENGINEERS U.S.A.
 BO0536'
 BO0536'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 BO0536'HOLE IN OUTCROPPING BEDROCK.  ONE IS MARKED IN A SIMILAR
 BO0536'MANNER TO THE STATION DISK.
 BO0536'
 BO0536'REFERENCE MARK NO. 1 IS 15.17 METERS (49.8 FEET) FROM STATION
 BO0536'N 67 DEG 25 MIN E.
 BO0536'
 BO0536'REFERENCE MARK NO. 2 IS ACROSS DRAW, NEAR A SMALL CAIRN, 0.2
 BO0536'MILE (APPROXIMATE) FROM STATION, S 16 DEG 50 MIN E.
 BO0536'THE BEARING FROM STATION OF LARGEST AND MIDDLE ONE
 BO0536'OF THREE WINDMILLS ON HORIZON TO NW NEAR A HOUSE IS
 BO0536'N 27 DEG 47 MIN W.
 BO0536'
 BO0536'TO REACH THE STATION FROM PANDALE POST OFFICE, GO NE ALONG
 BO0536'ROAD 0.4 MILE TO BUMPER GATE AT SCHOOLHOUSE.  PASS THROUGH
 BO0536'GATE, TAKE LEFT FORK 1.3 MILES TO ANOTHER GATE.  PASS THROUGH
 BO0536'GATE AND BEAR LEFT OFF MAIN ROAD ONTO A DIM ROAD THAT LEADS
 BO0536'WESTWARD UP THE CANYON.  FOLLOW DIM ROAD 0.8 MILE TO SHEEP
 BO0536'CORRALS.  PASS THROUGH CORRALS INTO PASTURE CONTAINING WINDMILL
 BO0536'ON N SIDE OF THE E-W FENCE.  FOLLOW VERY DIM OLD ROAD WESTWARD
 BO0536'UP CANYON ALONG FENCE ABOUT 1.0 MILE TO AN OLD CAMP SITE
 BO0536'ALONGSIDE FENCE.  TRUCKS CAN GO NO FURTHER.  FROM THIS POINT
 BO0536'WALK ALONG FENCE TO HIGHEST POINT OF RIDGE AND STATION.
 BO0536
 BO0536                          STATION RECOVERY (1999)
 BO0536
 BO0536'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0930 ***********************************************************************
 CB0930  DESIGNATION -  MILLS
 CB0930  PID         -  CB0930
 CB0930  STATE/COUNTY-  TX/STERLING
 CB0930  USGS QUAD   -  GLASS RANCH (1978)
 CB0930
 CB0930                         *CURRENT SURVEY CONTROL
 CB0930  ___________________________________________________________________
 CB0930* NAD 83(1993)-  31 46 56.34860(N)    101 09 12.67375(W)     ADJUSTED  
 CB0930* NAVD 88     -       813.0    (meters)    2667.     (feet)  VERTCON   
 CB0930  ___________________________________________________________________
 CB0930  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CB0930  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CB0930
 CB0930  HORZ ORDER  -  SECOND
 CB0930
 CB0930.The horizontal coordinates were established by classical geodetic methods
 CB0930.and adjusted by the National Geodetic Survey in February 1996..
 CB0930
 CB0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0930
 CB0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0930
 CB0930.The geoid height was determined by GEOID03.
 CB0930
 CB0930;                    North         East     Units Scale Factor Converg.
 CB0930;SPC TX C     - 3,234,825.968   622,318.085   MT  0.99997443   -0 25 20.8
 CB0930;SPC TX C     -10,612,924.86  2,041,721.92   sFT  0.99997443   -0 25 20.8
 CB0930;UTM  14      - 3,518,326.759   296,087.837   MT  1.00011284   -1 08 04.7
 CB0930
 CB0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0930!SPC TX C     -   0.99987620  x   0.99997443  =   0.99985063
 CB0930!UTM  14      -   0.99987620  x   1.00011284  =   0.99998902
 CB0930
 CB0930|---------------------------------------------------------------------|
 CB0930| PID    Reference Object                     Distance      Geod. Az  |
 CB0930|                                                           dddmmss.s |
 CB0930| CH9080 MILLS RM 1                           25.126 METERS 15141     |
 CB0930| CH9081 MILLS RM 2                           31.799 METERS 25654     |
 CB0930| CH9079 MILLS AZ MK                                        3474806.1 |
 CB0930|---------------------------------------------------------------------|
 CB0930
 CB0930                          SUPERSEDED SURVEY CONTROL
 CB0930
 CB0930  NAD 83(1986)-  31 46 56.35597(N)    101 09 12.66117(W) AD(       ) 2
 CB0930  NAD 27      -  31 46 55.85700(N)    101 09 11.25200(W) AD(       ) 2
 CB0930  NGVD 29 (07/19/86)  812.8    (m)         2667.     (f) VERT ANG       
 CB0930
 CB0930.Superseded values are not recommended for survey control.
 CB0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0930.See file dsdata.txt to determine how the superseded data were derived.
 CB0930
 CB0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA9608818327(NAD 83)
 CB0930_MARKER: DS = TRIANGULATION STATION DISK
 CB0930_SETTING: 0 = UNSPECIFIED SETTING
 CB0930
 CB0930  HISTORY     - Date     Condition        Report By
 CB0930  HISTORY     - 1943     MONUMENTED       CGS
 CB0930  HISTORY     - 1949     GOOD             CGS
 CB0930  HISTORY     - 1962     GOOD             USGS
 CB0930  HISTORY     - 1975     GOOD             TEXACO
 CB0930
 CB0930                          STATION DESCRIPTION
 CB0930
 CB0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0930'STATION IS LOCATED ABOUT 12 MILES SW OF STERLING CITY ON TOP
 CB0930'OF A LARGE FLAT-TOP RIDGE, 0.2 MILE S OF A WOOD-FRAME WINDMILL,
 CB0930'AND 20 FEET E OF A PILE OF LARGE ROCK.  STATION MARK IS STAMPED
 CB0930'MILLS 1943, AND PROJECTS ABOUT 10 INCHES.
 CB0930'
 CB0930'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 CB0930'THE TOP OF CONCRETE POSTS.
 CB0930'
 CB0930'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 CB0930'BEDROCK.
 CB0930'
 CB0930'REFERENCE MARK 1 IS SE OF THE STATION, AND PROJECTS ABOUT 10
 CB0930'INCHES.
 CB0930'
 CB0930'REFERENCE MARK 2 IS WSW OF THE STATION, AND PROJECTS ABOUT 4
 CB0930'INCHES.
 CB0930'
 CB0930'AZIMUTH MARK IS 0.4 MILE N OF THE STATION, 0.1 MILE S OF THE
 CB0930'GATE AT THE TOP OF HILL, AND 22 PACES W OF THE CENTER LINE
 CB0930'OF THE ROAD.  THE MARK PROJECTS ABOUT 7 INCHES.
 CB0930'
 CB0930'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CB0930'REFERENCE MARKS ARE ALSO STAMPED WITH NUMBER.
 CB0930'
 CB0930'TO REACH FROM THE POST OFFICE IN STERLING CITY, GO W ON U.S.
 CB0930'HIGHWAY 87 FOR 3.3 MILES, TO STATE HIGHWAY 158.  TURN LEFT
 CB0930'ON HIGHWAY 158 AND GO 8.05 MILES TO A RED GATE ON THE LEFT,
 CB0930'0.3 MILE E OF A RANCHHOUSE.  TURN LEFT THROUGH THE GATE AND GO
 CB0930'0.75 MILE TO DADE BROTHERS RANCHHOUSE.  PASS THROUGH GATE E OF
 CB0930'BARN AND W OF GARAGE AND ANOTHER GATE AT THE S SIDE OF THE
 CB0930'LOADING PENS, AND FOLLOW MAIN-TRAVELED ROAD S AND E FOR 2.2 MILES
 CB0930'TO THE FOSTER RANCHHOUSE.  PASS W OF THE RANCHHOUSE AND
 CB0930'FOLLOW TRACK ROAD ALONG THE E SIDE OF A DRAW TO THE TOP OF
 CB0930'THE RIDGE AND A GATE.  PASS THROUGH THE GATE* AND CONTINUE
 CB0930'0.2 MILE TO A WOOD-FRAME WINDMILL AND FEED LOT.  THE
 CB0930'STATION IS 0.2 MILE S OF THE WINDMILL.
 CB0930'
 CB0930'*THE AZIMUTH MARK IS 0.1 MILE S OF THIS GATE.
 CB0930'
 CB0930'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
 CB0930
 CB0930                          STATION RECOVERY (1949)
 CB0930
 CB0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WHA)
 CB0930'DESCRIPTION ADEQUATE.  MARKS RECOVERED IN GOOD CONDITION AND
 CB0930'STAMPINGS ARE AS DESCRIBED.  R.M. NO. 1 AND R.M. NO. 2, AZIMUTH
 CB0930'MARK AND STATION RECOVERED.
 CB0930
 CB0930                          STATION RECOVERY (1962)
 CB0930
 CB0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CB0930'RECOVERED IN GOOD CONDITION.
 CB0930'
 CB0930'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---MILLS 1943---, SET
 CB0930'IN TOP OF CONCRETE POST, PROJECTING ABOUT 10 IN.
 CB0930
 CB0930                          STATION RECOVERY (1975)
 CB0930
 CB0930'RECOVERY NOTE BY TEXACO INCORPORATED 1975 (BLE)
 CB0930'AZ MARK-GOOD
 CB0930'
 CB0930'R.M. 1-GOOD
 CB0930'
 CB0930'R.M. 2-GOOD
 CB0930'
 CB0930'NEW DESCRIPTION--FROM COURTHOUSE IN STERLING CITY, GO WEST
 CB0930'ON HWY. 87 AND 158 3.1 MILE, GO LEFT ON HWY. 158 FOR 9.1 MILES,
 CB0930'TURN SOUTH THRU CG ON OIL FIELD ROAD, AT 1.8 MILES TOP OF HILL,
 CB0930'AT 2.6 CG AND BEAR RIGHT, AT 3.8 MILES PASS THRU GATE IN FN,
 CB0930'AT 3.9 MILES PASS AZ MARK ON WEST SIDE OF ROAD, AT 4.1 MILES
 CB0930'PASS W.M. AND AT 4.3 MILES STATION MILLS ON TOP OF RISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2057 ***********************************************************************
 FL2057  DESIGNATION -  MILLS
 FL2057  PID         -  FL2057
 FL2057  STATE/COUNTY-  TX/ROBERTS
 FL2057  USGS QUAD   -  DRY CREEK NE (1971)
 FL2057
 FL2057                         *CURRENT SURVEY CONTROL
 FL2057  ___________________________________________________________________
 FL2057* NAD 83(1993)-  35 56 19.42652(N)    100 45 18.12012(W)     ADJUSTED  
 FL2057* NAVD 88     -       834.     (meters)    2736.     (feet)  SCALED    
 FL2057  ___________________________________________________________________
 FL2057  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 FL2057  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FL2057
 FL2057  HORZ ORDER  -  THIRD
 FL2057
 FL2057.The horizontal coordinates were established by classical geodetic methods
 FL2057.and adjusted by the National Geodetic Survey in February 1996..
 FL2057
 FL2057.The orthometric height was scaled from a topographic map.
 FL2057
 FL2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2057
 FL2057.The geoid height was determined by GEOID03.
 FL2057
 FL2057;                    North         East     Units Scale Factor Converg.
 FL2057;SPC TX N     - 1,215,333.545   267,217.001   MT  0.99995210   +0 25 54.2
 FL2057;SPC TX N     - 3,987,306.81    876,694.44   sFT  0.99995210   +0 25 54.2
 FL2057;UTM  14      - 3,978,575.985   341,692.982   MT  0.99990881   -1 01 49.0
 FL2057
 FL2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2057!SPC TX N     -   0.99987339  x   0.99995210  =   0.99982549
 FL2057!UTM  14      -   0.99987339  x   0.99990881  =   0.99978221
 FL2057
 FL2057|---------------------------------------------------------------------|
 FL2057| PID    Reference Object                     Distance      Geod. Az  |
 FL2057|                                                           dddmmss.s |
 FL2057| CK9433 MILLS RM 1                           25.413 METERS 15052     |
 FL2057| CK9432 MILLS AZ MK                                        1673652.0 |
 FL2057| CK9434 MILLS RM 2                           58.996 METERS 25434     |
 FL2057|---------------------------------------------------------------------|
 FL2057
 FL2057                          SUPERSEDED SURVEY CONTROL
 FL2057
 FL2057  NAD 83(1993)-  35 56 19.42698(N)    100 45 18.11984(W) AD(       ) 3
 FL2057  NAD 83(1986)-  35 56 19.43320(N)    100 45 18.10829(W) AD(       ) 3
 FL2057  NAD 27      -  35 56 19.28700(N)    100 45 16.59000(W) AD(       ) 3
 FL2057
 FL2057.Superseded values are not recommended for survey control.
 FL2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2057.See file dsdata.txt to determine how the superseded data were derived.
 FL2057
 FL2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4169378576(NAD 83)
 FL2057_MARKER: DS = TRIANGULATION STATION DISK
 FL2057_SETTING: 0 = UNSPECIFIED SETTING
 FL2057
 FL2057  HISTORY     - Date     Condition        Report By
 FL2057  HISTORY     - 1951     MONUMENTED       CGS
 FL2057
 FL2057                          STATION DESCRIPTION
 FL2057
 FL2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2057'THE STATION IS LOCATED ABOUT 22 MILES WEST-NORTHWEST OF CANADIAN,
 FL2057'20 MILES NORTH-NORTHWEST OF MIAMI, 1 MILE NORTHWEST OF THE MILLS
 FL2057'RANCH, 8 FEET NORTH OF A WITNESS POST, AND ON THE SOUTH EDGE
 FL2057'OF A HIGH FLAT-TOPPED HILL.
 FL2057'
 FL2057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 FL2057'AND FARM ROAD 282 IN MIAMI.  GO NORTH ON FARM ROAD 282 FOR 1.4
 FL2057'MILES TO THE JUNCTION OF FARM ROADS 282 AND 283.  GO RIGHT
 FL2057'ON FARM ROAD 283 FOR 10.2 MILES TO A ROAD FORK.  TAKE THE
 FL2057'RIGHT FORK AND CONTINUE NORTHERLY FOR 3.9 MILES TO A ROAD
 FL2057'FORK AT THE ENTRANCE TO A RANCH.  TAKE THE RIGHT FORK AND
 FL2057'CONTINUE NORTHERLY FOR 5.9 MILES TO THE AZIMUTH MARK ON THE
 FL2057'LEFT.  CONTINUE FOR 5 MILES TO THE MILLS RANCH.  THEN FOLLOW
 FL2057'TRACK ROAD NORTHEAST FOR 0.7 MILE TO A CATTLE GUARD.  PASS
 FL2057'THROUGH THE CATTLE GUARD, TURN LEFT AND GO WESTERLY ACROSS
 FL2057'THE CREEK FOR 1.1 MILES TO A ROAD FORK.  TAKE THE LEFT FORK
 FL2057'ALONG THE EAST SIDE OF THE HILL FOR 0.6 MILE TO THE END OF TRUCK
 FL2057'TRAVEL.  THEN PACK NORTH TO THE TOP OF THE HILL AND THE
 FL2057'STATION SITE.  ABOUT 200 YARDS.
 FL2057'
 FL2057'THE STATION MARK IS A STANDARD BRONZE DISK BRAZED TO THE
 FL2057'TOP OF A 3 INCH IRON PIPE.  THE MARK PROJECTS 2 INCHES AND THE
 FL2057'DISK IS STAMPED MILLS 1951.
 FL2057'
 FL2057'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK.
 FL2057'THE MARK IS 20 FEET LOWER THAN THE STATION, AND ON THE SOUTHEAST
 FL2057'EDGE OF THE HILL.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 FL2057'DISK IS STAMPED MILLS NO 1 1951.
 FL2057'
 FL2057'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK.  THE
 FL2057'MARK IS 15 FEET LOWER THAN THE STATION, AND ON THE SOUTHWEST
 FL2057'EDGE OF THE HILL.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 FL2057'DISK IS STAMPED MILLS NO 2 1951.
 FL2057'
 FL2057'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE MILLS RANCH, 40 FEET
 FL2057'WEST OF A DIRT ROAD, AND 4 FEET SOUTHWEST OF A WITNESS POST.
 FL2057'THE MARK IS A STANDARD BRONZE DISK SET IN BEDROCK.  THE MARK
 FL2057'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MILLS 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2888 ***********************************************************************
 CS2888  DESIGNATION -  MILLS 2
 CS2888  PID         -  CS2888
 CS2888  STATE/COUNTY-  TX/DALLAS
 CS2888  USGS QUAD   -  CARROLLTON (1981)
 CS2888
 CS2888                         *CURRENT SURVEY CONTROL
 CS2888  ___________________________________________________________________
 CS2888* NAD 83(1993)-  32 58 58.36891(N)    096 55 54.72021(W)     ADJUSTED  
 CS2888* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 CS2888  ___________________________________________________________________
 CS2888  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 CS2888  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CS2888
 CS2888  HORZ ORDER  -  THIRD
 CS2888
 CS2888.The horizontal coordinates were established by classical geodetic methods
 CS2888.and adjusted by the National Geodetic Survey in February 1996..
 CS2888.No horizontal observational check was made to the station.
 CS2888
 CS2888.The orthometric height was scaled from a topographic map.
 CS2888
 CS2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2888
 CS2888.The geoid height was determined by GEOID03.
 CS2888
 CS2888;                    North         East     Units Scale Factor Converg.
 CS2888;SPC TXNC     - 2,147,048.290   746,551.383   MT  0.99987334   +0 51 18.9
 CS2888;SPC TXNC     - 7,044,107.60  2,449,310.66   sFT  0.99987334   +0 51 18.9
 CS2888;UTM  14      - 3,651,288.251   693,250.923   MT  1.00006049   +1 07 34.4
 CS2888
 CS2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2888!SPC TXNC     -   0.99998270  x   0.99987334  =   0.99985604
 CS2888!UTM  14      -   0.99998270  x   1.00006049  =   1.00004319
 CS2888
 CS2888:                Primary Azimuth Mark                     Grid Az
 CS2888:SPC TXNC     -  MILLS 2 AZ MK 2                          095 48 40.8
 CS2888:UTM  14      -  MILLS 2 AZ MK 2                          095 32 25.3
 CS2888
 CS2888|---------------------------------------------------------------------|
 CS2888| PID    Reference Object                     Distance      Geod. Az  |
 CS2888|                                                           dddmmss.s |
 CS2888| CY1683 MILLS 2 AZ MK 2                                    0963959.7 |
 CS2888| CS2887 MILLS                                61.537 METERS 10456     |
 CS2888| CY1685 MILLS 2 RM 4                         19.442 METERS 12433     |
 CS2888| CY1681 MILLS RM 3                           40.581 METERS 13728     |
 CS2888| CS2885 CARROLLTON MUNICIPAL TANK           APPROX. 4.3 KM 1373621.6 |
 CS2888| CY1684 MILLS 2 RM 1                         19.175 METERS 26648     |
 CS2888| CY1682 MILLS 2 AZ MK                                      3233142.8 |
 CS2888|---------------------------------------------------------------------|
 CS2888
 CS2888                          SUPERSEDED SURVEY CONTROL
 CS2888
 CS2888  NAD 83(1993)-  32 58 58.37296(N)    096 55 54.70618(W) AD(       ) 3
 CS2888  NAD 83(1986)-  32 58 58.37482(N)    096 55 54.70445(W) AD(       ) 3
 CS2888  NAD 27      -  32 58 57.92888(N)    096 55 53.69189(W) AD(       ) 3
 CS2888
 CS2888.Superseded values are not recommended for survey control.
 CS2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2888.See file dsdata.txt to determine how the superseded data were derived.
 CS2888
 CS2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9325151288(NAD 83)
 CS2888_MARKER: DS = TRIANGULATION STATION DISK
 CS2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2888
 CS2888  HISTORY     - Date     Condition        Report By
 CS2888  HISTORY     - 1956     MONUMENTED       CGS
 CS2888  HISTORY     - 1960     GOOD             CGS
 CS2888  HISTORY     - 1963     GOOD             CGS
 CS2888  HISTORY     - 1971     GOOD             NGS
 CS2888  HISTORY     - 1979     GOOD             NGS
 CS2888  HISTORY     - 20000209 MARK NOT FOUND   USPSQD
 CS2888
 CS2888                          STATION DESCRIPTION
 CS2888
 CS2888'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 CS2888'STATION IS ABOUT 6 MILES SOUTHEAST OF LEWISVILLE AND 2 MILES
 CS2888'NORTHWEST OF CARROLLTON ALONG THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 CS2888'NO. 77, 7 FEET WEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 2 FEET
 CS2888'NORTH OF A T FENCE WEST AND 9 FEET SOUTH OF THE EAST END OF A
 CS2888'LARGE BILLBOARD, ON A SAND RIDGE ALONG A FENCE AND TREE ROW.
 CS2888'IT IS 2 FEET WEST OF A 4 X 4 WITNESS POST IN AN OBLIQUE FENCE
 CS2888'CORNER AND IS 65 FEET NORTHEAST OF A SMALL WHITE HOUSE.
 CS2888'
 CS2888'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 CS2888'MILLS 2 1956.
 CS2888'
 CS2888'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MILLS 2
 CS2888'1956 NO 1, IN A CONCRETE MONUMENT PROJECTING ABOUT 1 INCH, 7
 CS2888'FEET NORTH WEST OF A 20 INCH BOIS DE ARC TREE AND 2 FEET SOUTH
 CS2888'OF AN EAST-WEST FENCE ALONG A SAND RIDGE AND IS 41 FEET NORTH
 CS2888'OF A SMALL WHITE HOUSE.
 CS2888'
 CS2888'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED MILLS 1947
 CS2888'1953 NO 3, IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES,
 CS2888'AT A FENCE CORNER IN THE SOUTHWEST RIGHT-OF-WAY LINE OF THE
 CS2888'HIGHWAY AND A FENCE WEST ALONG THE BACK OF A SMALL WHITE HOUSE.
 CS2888'THE MARK IS AGAINST A LARGE CORNER POST.
 CS2888'
 CS2888'TO REACH THE STATION FROM FROM THE OVERPASS ON U.S. HIGHWAY 77
 CS2888'IN CARROLLTON--GO NORTHWEST ON HIGHWAY NO. 77, 02.4 MILES TO
 CS2888'THE NORTH END OF A LONG FILL AND THE STATION ON THE LEFT AS
 CS2888'DESCRIBED.
 CS2888
 CS2888                          STATION RECOVERY (1960)
 CS2888
 CS2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2888'STATION AND REFERENCE MARKS NO. 1 AND NO. 3 WERE RECOVERED IN
 CS2888'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 CS2888'SITE ARE CORRECT.
 CS2888
 CS2888                          STATION RECOVERY (1963)
 CS2888
 CS2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2888'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 CS2888'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 3 IS DESTROYED.
 CS2888'THE CONCRETE POST WAS FOUND TO BE LEANING DUE TO EROSION.  THE
 CS2888'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.  ALL DISTANCES AS
 CS2888'REFERENCE TO THE MARKS STILL APPLY, EXCEPT FOR THE SMALL WHITE
 CS2888'HOUSE.  THE HOUSE HAS BEEN MOVED AND IS NOW ABOUT 75 YARDS
 CS2888'SOUTHWEST OF THE STATION.
 CS2888'
 CS2888'AN ALTERNATE ROUTE TO REACH THE STATION IS AS FOLLOWS--TO REACH
 CS2888'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 (INTERSTATE 35)
 CS2888'AND STATE HIGHWAY 121, JUST EAST OF LEWISVILLE, GO SOUTHEAST
 CS2888'ON U.S. HIGHWAY 77 FOR 4.9 MILES TO STATION ON THE RIGHT.
 CS2888
 CS2888                          STATION RECOVERY (1971)
 CS2888
 CS2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CS2888'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE
 CS2888'MARK NO. 1 WAS FOUND IN GOOD CONDITON.  A DIFFERENCE WAS
 CS2888'FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1.  REFERENCE
 CS2888'MARK NO. 4 AND AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 CS2888'
 CS2888'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 CS2888'
 CS2888'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF LEWISVILLE,
 CS2888'2 MILES NORTHWEST OF CARROLLTON, 1/2 MILE SOUTH OF THE DENTON-DALLAS
 CS2888'COUNTY LINE, ON THE WEST SIDE OF U.S. HWY. 77 (I.S. 35-E) AND
 CS2888'AT THE EXIT OF THE SOUTH BOUND TRAFFIC TO TRINITY MILL RD..
 CS2888'
 CS2888'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 77
 CS2888'(I.S. 35-E) AND STATE HWY. 121, WHICH IS LOCATED ON THE SOUTH
 CS2888'EDGE OF LEWISVILLE.  GO SOUTHEASTERLY ON U.S. HWY. 77 (I.S. 35-E)
 CS2888'FOR 4.35 MILES TO THE DENTON-DALLAS COUNTY LINE.  CONTINUE
 CS2888'SOUTHEASTERLY ON U.S. HWY. 77 FOR 0.65 MILE TO THE TRINITY
 CS2888'MILL RD. EXIT AND STATION ON THE WEST SIDE OF FRONTAGE RD.
 CS2888'
 CS2888'THE STATION IS A STANDARD DISK, STAMPED MILLS 2 1956, SET IN THE
 CS2888'TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 CS2888'IS 40 FEET WEST-SOUTHWEST OF THE CENTER OF FRONTAGE RD., 29 FEET
 CS2888'WEST-NORTHWEST OF A FENCE-CORNER, 28 FEET NORTH-NORTHWEST OF THE
 CS2888'CENTER OF DRIVE-WAY, 18 FEET NORTH-NORTHEAST OF A FENCE-LINE,
 CS2888'12 FEET WEST A TELEPHONE POLE, 9 FEET SOUTH-SOUTHEAST OF THE
 CS2888'EAST END OF A LARGE BILL-BOARD AND 8 FEET SOUTHWEST OF
 CS2888'FENCE-LINE AND METAL WITNESS POST.
 CS2888'
 CS2888'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A
 CS2888'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND THE DISK
 CS2888'IS STAMPED MILLS 2 NO 1 1956.  IT IS 26 FEET NORTH-NORTHWEST
 CS2888'OF THE CENTER OF DRIVE-WAY, 19 FEET SOUTHWEST OF THE WEST END
 CS2888'OF A LARGE BILL-BOARD, 14 FEET NORTH-NORTHWEST OF A FENCE-LINE
 CS2888'AND METAL WITNESS POST AND 12 FEET WEST OF A LONE 24-INCH TREE.
 CS2888'
 CS2888'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 CS2888'THE SOUTHEAST END OF A CONCRETE CULVERT AND IS STAMPED MILLS 2
 CS2888'1956 NO 4 1971 IT IS 22.8 FEET SOUTHWEST OF THE CENTER LINE OF
 CS2888'FRONTAGE RD., 14 FEET SOUTHEAST OF THE CENTER OF DRIVE-WAY AND 14
 CS2888'FEET EAST OF A FENCE-CORNER.
 CS2888'
 CS2888'AZIMUTH MARK IS A STANDARD DISK, SET IN THE APPROXIMATE CENTER
 CS2888'OF THE WEST END OF HEAD-WALL OF CONCRETE CULVERT, THATS
 CS2888'LOCATED ON THE SOUTH BOUND TRAFFIC LANE OF U.S. HWY. 77 (I.S. 35-E)
 CS2888'AND IS STAMPED MILLS 2 1956 1971.  IT IS 41.6 FEET SOUTHEAST OF
 CS2888'THE CENTERLINE OF FRONTAGE RD., 35 FEET WEST-NORTHWEST OF THE
 CS2888'CENTER-LINE OF THE SOUTH BOUND TRAFFIC LANE OF U.S. HWY. 77
 CS2888'(I.S. 35-E) AND IS ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 CS2888'
 CS2888'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 CS2888'FRONTAGE RD. FOR 0.2 MILE TO MARK ON THE RIGHT IN HEAD-WALL
 CS2888'OF CULVERT.
 CS2888'
 CS2888'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 CS2888'NW CARROLLTON
 CS2888
 CS2888                          STATION RECOVERY (1979)
 CS2888
 CS2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 CS2888'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 4, AND THE AZIMUTH
 CS2888'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 CS2888'DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.  THE 1971 AZIMUTH
 CS2888'MARK WILL BE DESTROYED BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 CS2888'ESTABLISHED.
 CS2888'
 CS2888'THE 1971 DESCRIPTION OF STATION, AND TO REACH IS ADEQUATE.
 CS2888'
 CS2888'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILLS 2 1956 1978.  SET
 CS2888'IN A DRILL HOLE OF THE WALKWAY OF BRIDGE.  IT IS 39 FEET SOUTH OF
 CS2888'THE NORTH END OF THE WEST ABUTMENT OF BRIDGE, 16 FEET WEST OF THE
 CS2888'CENTER OF ROAD, AND 1-FOOT HIGHER THAN ROAD-BED IN ELEVATION.
 CS2888'
 CS2888'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FRONTAGE
 CS2888'ROAD OF I.S. 35 E FOR 0.15 MILES TO UNDER PASS CROSSOVER OF
 CS2888'I.S. 35E.  TURN LEFT PASSING THROUGH UNDERPASS TO THE EAST FRONTAGE
 CS2888'ROAD OF I.S. 35E.  TURN LEFT AND GO NORTH ON FRONTAGE ROAD FOR 0.15
 CS2888'MILE TO TRINTY MILL ROAD ON THE RIGHT, TURN RIGHT AND GO EASTERLY ON
 CS2888'TRINTY MILL ROAD FOR 0.15 MILE TO BRIDGE AND MARK ON THE RIGHT.
 CS2888
 CS2888                          STATION RECOVERY (2000)
 CS2888
 CS2888'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1816 ***********************************************************************
 AH1816  DESIGNATION -  MILLS ET
 AH1816  PID         -  AH1816
 AH1816  STATE/COUNTY-  TX/GONZALES
 AH1816  USGS QUAD   -  LEESVILLE (1987)
 AH1816
 AH1816                         *CURRENT SURVEY CONTROL
 AH1816  ___________________________________________________________________
 AH1816* NAD 83(1993)-  29 25 32.41603(N)    097 44 27.30007(W)     ADJUSTED  
 AH1816* NAVD 88     -       116.0    (meters)     381.     (feet)  VERTCON   
 AH1816  ___________________________________________________________________
 AH1816  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AH1816  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH1816
 AH1816  HORZ ORDER  -  THIRD
 AH1816
 AH1816.The horizontal coordinates were established by classical geodetic methods
 AH1816.and adjusted by the National Geodetic Survey in July 1998..
 AH1816
 AH1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1816
 AH1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1816
 AH1816.The geoid height was determined by GEOID03.
 AH1816
 AH1816;                    North         East     Units Scale Factor Converg.
 AH1816;SPC TXSC     - 4,177,130.675   722,158.768   MT  0.99986449   +0 37 00.6
 AH1816;SPC TXSC     -13,704,469.56  2,369,282.56   sFT  0.99986449   +0 37 00.6
 AH1816;UTM  14      - 3,255,807.189   622,133.935   MT  0.99978406   +0 37 07.2
 AH1816
 AH1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1816!SPC TXSC     -   0.99998588  x   0.99986449  =   0.99985037
 AH1816!UTM  14      -   0.99998588  x   0.99978406  =   0.99976994
 AH1816
 AH1816                          SUPERSEDED SURVEY CONTROL
 AH1816
 AH1816  NGVD 29 (07/28/98)  116.0    (m)          381.     (f) VERT ANG       
 AH1816
 AH1816.Superseded values are not recommended for survey control.
 AH1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1816.See file dsdata.txt to determine how the superseded data were derived.
 AH1816
 AH1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT2213455807(NAD 83)
 AH1816_MARKER: DS = TRIANGULATION STATION DISK
 AH1816
 AH1816  HISTORY     - Date     Condition        Report By
 AH1816  HISTORY     - 1961     MONUMENTED       USGS
 AH1816
 AH1816                          STATION DESCRIPTION
 AH1816
 AH1816'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH1816'ABOUT 17 MI. (AIRLINE) SE. OF SEQUIN, TEXAS, AND 1.3 MI. (AIRLINE) N.
 AH1816'OF LEESVILLE, TEXAS, ALONG STATE HIGHWAY 80, OPPOSITE A HOUSE, 840 FT.
 AH1816'N. OF A CROSSROADS, 245 FT. E. OF THE HOUSE, 60 FT. E. OF THE HIGHWAY,
 AH1816'AND 1.5 FT. W. OF THE E. RIGHT-OF-WAY FENCE.
 AH1816'TO REACH FROM THE POST OFFICE AT LEESVILLE, TEXAS, DRIVE N. ALONG
 AH1816'STATE HIGHWAY 80 1.3 MI. TO OPPOSITE LONE HOUSE AND STATION.
 AH1816'STATION MARK--STANDARD TABLET STAMPED---MILLS-ET 1961---, CEMENTED ON
 AH1816'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1235 ***********************************************************************
 DM1235  DESIGNATION -  MILLS RESET
 DM1235  PID         -  DM1235
 DM1235  STATE/COUNTY-  TX/CASS
 DM1235  USGS QUAD   -  CARTERVILLE (1969)
 DM1235
 DM1235                         *CURRENT SURVEY CONTROL
 DM1235  ___________________________________________________________________
 DM1235* NAD 83(1993)-  33 03 53.18925(N)    094 22 33.74595(W)     ADJUSTED  
 DM1235* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 DM1235  ___________________________________________________________________
 DM1235  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DM1235  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DM1235
 DM1235  HORZ ORDER  -  THIRD
 DM1235
 DM1235.The horizontal coordinates were established by classical geodetic methods
 DM1235.and adjusted by the National Geodetic Survey in February 1996..
 DM1235
 DM1235.The orthometric height was scaled from a topographic map.
 DM1235
 DM1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1235
 DM1235.The geoid height was determined by GEOID03.
 DM1235
 DM1235;                    North         East     Units Scale Factor Converg.
 DM1235;SPC TXNC     - 2,162,592.885   984,967.472   MT  0.99987265   +2 14 57.1
 DM1235;SPC TXNC     - 7,095,106.82  3,231,514.11   sFT  0.99987265   +2 14 57.1
 DM1235;UTM  15      - 3,659,309.595   371,544.999   MT  0.99980345   -0 45 03.1
 DM1235
 DM1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1235!SPC TXNC     -   0.99998284  x   0.99987265  =   0.99985550
 DM1235!UTM  15      -   0.99998284  x   0.99980345  =   0.99978630
 DM1235
 DM1235|---------------------------------------------------------------------|
 DM1235| PID    Reference Object                     Distance      Geod. Az  |
 DM1235|                                                           dddmmss.s |
 DM1235| CX6764 MILLS RM 3                           14.148 METERS 01249     |
 DM1235| DM1232 LINDEN T S F S RADIO MAST           APPROX. 6.8 KM 1644702.9 |
 DM1235| CX6762 MILLS RM 1                           22.555 METERS 18107     |
 DM1235| CX6760 MILLS AZ MK                                        1882432.0 |
 DM1235| CX6761 MILLS AZ MK 2                                      1891424.0 |
 DM1235| CX6763 MILLS RM 2                           33.829 METERS 28157     |
 DM1235|---------------------------------------------------------------------|
 DM1235
 DM1235                          SUPERSEDED SURVEY CONTROL
 DM1235
 DM1235  NAD 83(1993)-  33 03 53.19254(N)    094 22 33.73809(W) AD(       ) 3
 DM1235  NAD 83(1986)-  33 03 53.19366(N)    094 22 33.73488(W) AD(       ) 3
 DM1235  NAD 27      -  33 03 52.72450(N)    094 22 33.03850(W) AD(       ) 3
 DM1235
 DM1235.Superseded values are not recommended for survey control.
 DM1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1235.See file dsdata.txt to determine how the superseded data were derived.
 DM1235
 DM1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7154559310(NAD 83)
 DM1235_MARKER: DS = TRIANGULATION STATION DISK
 DM1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1235_SP_SET: SET INTO TOP OF CONCRETE POST
 DM1235_STAMPING: MILLS 1958 1968
 DM1235_PROJECTION: FLUSH
 DM1235
 DM1235  HISTORY     - Date     Condition        Report By
 DM1235  HISTORY     - 1968     MONUMENTED       CGS
 DM1235
 DM1235                          STATION DESCRIPTION
 DM1235
 DM1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DM1235'SURFACE STATION MARK WAS FOUND TILTED.  THE SUB SURFACE MARK
 DM1235'WAS FOUND IN GOOD CONDITION ALONG WITH REFERENCE MARKS 1 AND 2.
 DM1235'THE AZIMUTH WAS FOUND IN GOOD CONDITION BUT WAS MOVED ALONG WITH
 DM1235'REFERENCE MARK 1 AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT
 DM1235'TO CLEAR AREA FOR ROAD IMPROVEMENTS.  THE SUB SURFACE STATION
 DM1235'MARK WAS LOWERED HOLDING THE UNDERGROUND POINT AND A NEW
 DM1235'SURFACE MARK SET, ALONG WITH A REFERENCE MARK 3 AND AN AZIMUTH
 DM1235'MARK NO. 2.
 DM1235'
 DM1235'A COMPLETE DESCRIPTION IS AS FOLLOWS--STATION IS 3-1/2 MILES NORTH
 DM1235'OF LINDEN, 9 MILES SOUTH OF DOUGLASVILLE AND ON ROAD RIGHT-OF-WAY.
 DM1235'
 DM1235'TO REACH THE STATION FROM THE COURTHOUSE IN LINDEN, GO WEST ON
 DM1235'STATE HIGHWAY 11 FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAY
 DM1235'8.  TURN RIGHT AND GO NORTH ON HIGHWAY 8 FOR 3.3 MILES TO THE
 DM1235'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR
 DM1235'0.35 MILE TO THE STATION ON THE LEFT.
 DM1235'
 DM1235'STATION MARKS ARE STANDARD DISK STAMPED MILLS 1958 1968.
 DM1235'THE SURFACE DISK IS SET IN THE TOP OF A 12 X 12 INCH CONCRETE
 DM1235'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 156
 DM1235'FEET NORTHEAST OF THE NORTHEAST CORNER OF HAMILTON CASH AND CARRY
 DM1235'GROCERY, 99 FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME HOUSE,
 DM1235'76 FEET SOUTH OF THE CENTERLINE OF A A DRIVEWAY WEST, 70 FEET
 DM1235'WEST OF THE CENTERLINE OF HIGHWAY 8, 28 FEET SOUTHEAST OF A 10
 DM1235'INCH PECAN TREE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 DM1235'THE MARK IS LOCATED AT TEXAS HIGHWAY DEPARTMENT STATION
 DM1235'1021 + 05.
 DM1235'
 DM1235'REFERENCE MARK NO. 2 A STANDARD DISK STAMPED MILLS NO 2 1958,
 DM1235'SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 DM1235'2 INCHES.  IT IS 181 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DM1235'52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 30 FEET
 DM1235'WEST OF AN 8 INCH PECAN TREE AND 1 FOOT SOUTH OF A FENCE.
 DM1235'
 DM1235'REFERENCE MARK NO. 3 A STANDARD DISK STAMPED MILLS 1958 NO 3
 DM1235'1968, SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH
 DM1235'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 75 FEET WEST
 DM1235'OF THE CENTERLINE OF THE HIGHWAY, 53 FEET SOUTH OF THE SOUTHEAST
 DM1235'CORNER OF THE HOUSE AND 21 FEET NORTH EAST OF THE 10 INCH PECAN
 DM1235'TREE.
 DM1235'
 DM1235'AZIMUTH MARK NO. 2 IS A STANDARD DISK STAMPED MILLS 1958 AZ
 DM1235'2 1968, SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH
 DM1235'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 31 FEET
 DM1235'NORTH OF THE EXTENDED CENTERLINE OF A ROAD EAST, 75 FEET WEST
 DM1235'OF CENTERLINE OF HIGHWAY 8, 28 FEET NORTH OF A FENCE CORNER, 1
 DM1235'FOOT EAST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST AND
 DM1235'AT TEXAS HIGHWAY DEPARTMENT STA. 1040 + 96.
 DM1235'
 DM1235'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DM1235'
 DM1235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 DM1235'NORTH OF LINDEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0766 ***********************************************************************
 CV0766  DESIGNATION -  MILO ET
 CV0766  PID         -  CV0766
 CV0766  STATE/COUNTY-  TX/DAWSON
 CV0766  USGS QUAD   -  WELCH EAST (1969)
 CV0766
 CV0766                         *CURRENT SURVEY CONTROL
 CV0766  ___________________________________________________________________
 CV0766* NAD 83(1993)-  32 52 38.97617(N)    102 04 36.66446(W)     ADJUSTED  
 CV0766* NAVD 88     -       943.2    (meters)    3094.     (feet)  VERTCON   
 CV0766  ___________________________________________________________________
 CV0766  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 CV0766  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CV0766
 CV0766  HORZ ORDER  -  SECOND
 CV0766
 CV0766.The horizontal coordinates were established by classical geodetic methods
 CV0766.and adjusted by the National Geodetic Survey in February 1996..
 CV0766
 CV0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0766
 CV0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0766
 CV0766.The geoid height was determined by GEOID03.
 CV0766
 CV0766;                    North         East     Units Scale Factor Converg.
 CV0766;SPC TXNC     - 2,139,965.354   265,376.328   MT  0.99987722   -1 57 02.9
 CV0766;SPC TXNC     - 7,020,869.67    870,655.50   sFT  0.99987722   -1 57 02.9
 CV0766;UTM  13      - 3,641,495.215   773,494.218   MT  1.00052240   +1 35 16.1
 CV0766;UTM  14      - 3,641,904.496   212,119.571   MT  1.00062201   -1 40 17.0
 CV0766
 CV0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0766!SPC TXNC     -   0.99985565  x   0.99987722  =   0.99973289
 CV0766!UTM  13      -   0.99985565  x   1.00052240  =   1.00037798
 CV0766!UTM  14      -   0.99985565  x   1.00062201  =   1.00047757
 CV0766
 CV0766:                Primary Azimuth Mark                     Grid Az
 CV0766:SPC TXNC     -  BURR ET                                  170 54 19.7
 CV0766:UTM  13      -  BURR ET                                  167 22 00.7
 CV0766:UTM  14      -  BURR ET                                  170 37 33.8
 CV0766
 CV0766|---------------------------------------------------------------------|
 CV0766| PID    Reference Object                     Distance      Geod. Az  |
 CV0766|                                                           dddmmss.s |
 CV0766| CV0769 BURR ET                             APPROX. 6.5 KM 1685716.8 |
 CV0766| CH9082 MILO ET RM 1                         15.829 METERS 22413     |
 CV0766| CH9083 MILO ET RM 2                         16.811 METERS 35613     |
 CV0766|---------------------------------------------------------------------|
 CV0766
 CV0766                          SUPERSEDED SURVEY CONTROL
 CV0766
 CV0766  NAD 83(1986)-  32 52 38.98467(N)    102 04 36.65708(W) AD(       ) 2
 CV0766  NAD 27      -  32 52 38.63523(N)    102 04 35.06009(W) AD(       ) 2
 CV0766  NGVD 29 (07/19/86)  942.9    (m)         3093.     (f) VERT ANG       
 CV0766
 CV0766.Superseded values are not recommended for survey control.
 CV0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0766.See file dsdata.txt to determine how the superseded data were derived.
 CV0766
 CV0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS7349441495(NAD 83)
 CV0766_MARKER: DD = SURVEY DISK
 CV0766_SETTING: 0 = UNSPECIFIED SETTING
 CV0766
 CV0766  HISTORY     - Date     Condition        Report By
 CV0766  HISTORY     - 1968     MONUMENTED       USGS
 CV0766
 CV0766                          STATION DESCRIPTION
 CV0766
 CV0766'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0766'THE STATION IS LOCATED NORTH 37 DEG WEST ABOUT 12.1 MILES AIRLINE
 CV0766'FROM LAMESA, TEXAS AND 4.3 MILES SOUTHEAST OF WELCH, TEXAS AT THE
 CV0766'NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 137 AND FARM
 CV0766'TO MARKET 1066.
 CV0766'
 CV0766'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND STATE HIGHWAY
 CV0766'137 AT THE WEST EDGE OF LAMESA, GO 12.1 MILES NORTHWEST ON STATE
 CV0766'HIGHWAY 137 TO THE STATION SITE ON THE RIGHT.  THE STATION IS 100
 CV0766'FEET NORTHEAST OF HIGHWAY INTERSECTION.  29.5 FEET WEST-SOUTHWEST
 CV0766'NORMAL FROM GRADED ROAD AND 53.5 FEET NORTH-NORTHWEST NORMAL FROM
 CV0766'GRADED ROAD.  THE STATION IS 0.5 FOOT EAST OF A USGS WITNESS
 CV0766'SIGN MOUNTED ON A METAL POST.
 CV0766'
 CV0766'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 CV0766'DRIVEN TO A DEPTH OF 10 FT., CENTERED IN AN ORANGEBURG TILE, 6
 CV0766'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 CV0766'IS FLUSH WITH THE GROUND AND IS STAMPED MILO ET 1968.
 CV0766'
 CV0766'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 50 FEET NORTHEAST OF
 CV0766'THE HIGHWAY AND 3 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A USGS
 CV0766'BRONZE REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO
 CV0766'A DEPTH OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 CV0766'DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH
 CV0766'WITH THE GROUND AND IS STAMPED MILO ET 1968 - 1.
 CV0766'
 CV0766'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 105 FEET NORTH AND 26
 CV0766'FEET WEST NORMAL FROM THE GRADED T-RD. NORTH.  A USGS BRONZE
 CV0766'REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH
 CV0766'OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER,
 CV0766'12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 CV0766'GROUND AND IS STAMPED MILO ET 1968 2.
 CV0766'
 CV0766'STATION BURR ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 CV0766'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1192 ***********************************************************************
 CU1192  DESIGNATION -  MILSAP
 CU1192  PID         -  CU1192
 CU1192  STATE/COUNTY-  TX/JONES
 CU1192  USGS QUAD   -  NOODLE NE (1984)
 CU1192
 CU1192                         *CURRENT SURVEY CONTROL
 CU1192  ___________________________________________________________________
 CU1192* NAD 83(1993)-  32 44 58.07013(N)    100 02 58.71427(W)     ADJUSTED  
 CU1192* NAVD 88     -       587.     (meters)    1926.     (feet)  SCALED    
 CU1192  ___________________________________________________________________
 CU1192  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CU1192  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CU1192
 CU1192  HORZ ORDER  -  THIRD
 CU1192
 CU1192.The horizontal coordinates were established by classical geodetic methods
 CU1192.and adjusted by the National Geodetic Survey in February 1996..
 CU1192
 CU1192.The orthometric height was scaled from a topographic map.
 CU1192
 CU1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1192
 CU1192.The geoid height was determined by GEOID03.
 CU1192
 CU1192;                    North         East     Units Scale Factor Converg.
 CU1192;SPC TXNC     - 2,121,142.252   454,794.743   MT  0.99988644   -0 50 42.6
 CU1192;SPC TXNC     - 6,959,114.21  1,492,105.75   sFT  0.99988644   -0 50 42.6
 CU1192;UTM  14      - 3,624,000.333   401,668.255   MT  0.99971922   -0 34 04.3
 CU1192
 CU1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1192!SPC TXNC     -   0.99991230  x   0.99988644  =   0.99979875
 CU1192!UTM  14      -   0.99991230  x   0.99971922  =   0.99963154
 CU1192
 CU1192                          SUPERSEDED SURVEY CONTROL
 CU1192
 CU1192  NAD 83(1986)-  32 44 58.07617(N)    100 02 58.70249(W) AD(       ) 3
 CU1192
 CU1192.Superseded values are not recommended for survey control.
 CU1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1192.See file dsdata.txt to determine how the superseded data were derived.
 CU1192
 CU1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0166824000(NAD 83)
 CU1192_MARKER: DD = SURVEY DISK
 CU1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU1192+STABILITY: SURFACE MOTION
 CU1192
 CU1192  HISTORY     - Date     Condition        Report By
 CU1192  HISTORY     - 1956     MONUMENTED       USGS
 CU1192
 CU1192                          STATION DESCRIPTION
 CU1192
 CU1192'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CU1192'STATION IS LOCATED ABOUT 9 MI. W. OF ANSON ON A HIGH POINT ABOUT 0.3
 CU1192'MI. E. OF A COUNTY RD.
 CU1192'
 CU1192'TO REACH FROM ANSON, GO W. ON U.S. HIGHWAY 180 FOR 10 MI., TURN LEFT
 CU1192'AT COUNTY CROSSROAD AND GO S. FOR 0.7 MI., STATION LIES ABOUT 0.3
 CU1192'MI. E. OF RD. ON PROPERTY OWNED BY JET MILSAP.
 CU1192'
 CU1192'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 3 IN.
 CU1192'AND STAMPED---MILSAP 1956---.
 CU1192'
 CU1192'REFERENCE MARK NO. 1--COPPERWELD ROD PROJECTING 2 IN. ABOVE GROUND,
 CU1192'47.61 FT. FROM STATION MARK BEARING S 88 56 E.
 CU1192'
 CU1192'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN A TREE, 83.25 FT.
 CU1192'FROM STATION BEARING S 14 24 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0887 ***********************************************************************
 EN0887  DESIGNATION -  MILTON
 EN0887  PID         -  EN0887
 EN0887  STATE/COUNTY-  TX/ARMSTRONG
 EN0887  USGS QUAD   -  WAYSIDE (1984)
 EN0887
 EN0887                         *CURRENT SURVEY CONTROL
 EN0887  ___________________________________________________________________
 EN0887* NAD 83(1993)-  34 50 06.08446(N)    101 30 06.40143(W)     ADJUSTED  
 EN0887* NAVD 88     -      1023.     (meters)    3356.     (feet)  SCALED    
 EN0887  ___________________________________________________________________
 EN0887  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 EN0887  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EN0887
 EN0887  HORZ ORDER  -  SECOND
 EN0887
 EN0887.The horizontal coordinates were established by classical geodetic methods
 EN0887.and adjusted by the National Geodetic Survey in February 1996..
 EN0887
 EN0887.The orthometric height was scaled from a topographic map.
 EN0887
 EN0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0887
 EN0887.The geoid height was determined by GEOID03.
 EN0887
 EN0887;                    North         East     Units Scale Factor Converg.
 EN0887;SPC TX N     - 1,092,635.667   199,837.355   MT  0.99996226   -0 00 03.7
 EN0887;SPC TX N     - 3,584,755.52    655,633.06   sFT  0.99996226   -0 00 03.7
 EN0887;UTM  14      - 3,857,602.125   271,225.886   MT  1.00024511   -1 25 46.8
 EN0887
 EN0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0887!SPC TX N     -   0.99984355  x   0.99996226  =   0.99980582
 EN0887!UTM  14      -   0.99984355  x   1.00024511  =   1.00008863
 EN0887
 EN0887|---------------------------------------------------------------------|
 EN0887| PID    Reference Object                     Distance      Geod. Az  |
 EN0887|                                                           dddmmss.s |
 EN0887| CJ7111 MILTON RM 1                          13.998 METERS 06043     |
 EN0887| EN0888 MC GEHEE                             11.963 METERS 18513     |
 EN0887| CJ7110 MILTON AZ MK                                       2253807.9 |
 EN0887| EN0889 WAYSIDE ATT MICRO RELAY MST         APPROX. 5.8 KM 2563650.8 |
 EN0887|---------------------------------------------------------------------|
 EN0887
 EN0887                          SUPERSEDED SURVEY CONTROL
 EN0887
 EN0887  NAD 83(1993)-  34 50 06.08967(N)    101 30 06.39655(W) AD(       ) 2
 EN0887  NAD 83(1986)-  34 50 06.09080(N)    101 30 06.39416(W) AD(       ) 2
 EN0887  NAD 27      -  34 50 05.88898(N)    101 30 04.76832(W) AD(       ) 2
 EN0887
 EN0887.Superseded values are not recommended for survey control.
 EN0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0887.See file dsdata.txt to determine how the superseded data were derived.
 EN0887
 EN0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7122657602(NAD 83)
 EN0887_MARKER: DS = TRIANGULATION STATION DISK
 EN0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0887
 EN0887  HISTORY     - Date     Condition        Report By
 EN0887  HISTORY     - 1964     MONUMENTED       CGS
 EN0887
 EN0887                          STATION DESCRIPTION
 EN0887
 EN0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0887'THE STATION IS LOCATED ABOUT 26 MILES EAST-SOUTHEAST OF CANYON, 21
 EN0887'MILES EAST-NORTHEAST OF HAPPY AND 3-1/2 MILES NORTHEAST OF WAYSIDE,
 EN0887'ON THE HIGHEST POINT OF A BRUSHY RIDGE.  THE LAND IS OWNED BY
 EN0887'MILTON MCGEHEE.
 EN0887'
 EN0887'TO REACH THE STATION FROM THE POST OFFICE IN WAYSIDE, GO NORTH ON A
 EN0887'GRAVELLED ROAD FOR 2.0 MILES TO A T-ROAD.  TURN RIGHT AND GO
 EN0887'EASTERLY ON A BLADED ROAD FOR 1.7 MILES TO A GATE.  PASS THROUGH THE
 EN0887'GATE AND CONTINUE EASTERLY ON A TRACK ROAD FOR 0.4 MILE TO A FORK
 EN0887'AND TWO WINDMILLS ON THE LEFT.  TAKE THE RIGHT FORK, MAIN ROAD,
 EN0887'AND GO 0.4 MILE TO A FORK.  TAKE THE LEFT FORK, MAIN ROAD, AND GO
 EN0887'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE TRACK
 EN0887'ROAD FOR 0.15 MILE TO A DIM FORK.  TURN LEFT AND GO NORTHERLY ON A
 EN0887'DIM TRACK ROAD FOR 0.25 MILE TO THE STATION.
 EN0887'
 EN0887'THE STATION MARK IS A STANDARD DISK, STAMPED MILTON 1964, SET IN THE
 EN0887'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 EN0887'IS 2.8 FEET SOUTHEAST OF A METAL WITNESS POST.
 EN0887'
 EN0887'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILTON NO 1 1964, SET
 EN0887'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 EN0887'INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 EN0887'
 EN0887'MCGEHEE (USGS) IS A U. S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 EN0887'MCGEHEE 1954 3355, SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST
 EN0887'WHICH PROJECTS 3 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE
 EN0887'STATION.
 EN0887'
 EN0887'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MILTON 1964, SET IN
 EN0887'THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 EN0887'IT IS 108 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD, 2.0 FEET
 EN0887'EAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1179 ***********************************************************************
 CR1179  DESIGNATION -  MIMS CHAPEL LOOKOUT TOWER
 CR1179  PID         -  CR1179
 CR1179  STATE/COUNTY-  TX/MARION
 CR1179  USGS QUAD   -  ORE CITY (1962)
 CR1179
 CR1179                         *CURRENT SURVEY CONTROL
 CR1179  ___________________________________________________________________
 CR1179* NAD 83(1993)-  32 50 15.64694(N)    094 38 04.58488(W)     ADJUSTED  
 CR1179* NAVD 88     -                                                        
 CR1179  ___________________________________________________________________
 CR1179  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CR1179  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CR1179
 CR1179  HORZ ORDER  -  THIRD
 CR1179
 CR1179.The horizontal coordinates were established by classical geodetic methods
 CR1179.and adjusted by the National Geodetic Survey in February 1996..
 CR1179
 CR1179
 CR1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1179
 CR1179.The geoid height was determined by GEOID03.
 CR1179
 CR1179;                    North         East     Units Scale Factor Converg.
 CR1179;SPC TXNC     - 2,136,509.601   961,768.185   MT  0.99987955   +2 06 29.4
 CR1179;SPC TXNC     - 7,009,531.92  3,155,401.12   sFT  0.99987955   +2 06 29.4
 CR1179;UTM  15      - 3,634,475.899   347,014.224   MT  0.99988859   -0 53 11.6
 CR1179
 CR1179                          SUPERSEDED SURVEY CONTROL
 CR1179
 CR1179  NAD 83(1993)-  32 50 15.65253(N)    094 38 04.57457(W) AD(       ) 4
 CR1179  NAD 83(1986)-  32 50 15.65280(N)    094 38 04.57325(W) AD(       ) 4
 CR1179  NAD 27      -  32 50 15.16700(N)    094 38 03.84600(W) AD(       ) 3
 CR1179
 CR1179.Superseded values are not recommended for survey control.
 CR1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1179.See file dsdata.txt to determine how the superseded data were derived.
 CR1179
 CR1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS4701434476(NAD 83)
 CR1179_MARKER: 57 = LOOKOUT TOWER
 CR1179
 CR1179  HISTORY     - Date     Condition        Report By
 CR1179  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1179
 CR1179                          STATION DESCRIPTION
 CR1179
 CR1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1179'THE STATION IS LOCATED ABOUT 11 MILES, AIRLINE, SOUTH OF HUGHES
 CR1179'SPRINGS AND 7 MILES SOUTHWEST OF AVINGER ON A HIGH TIMBERED HILL.
 CR1179'THE TOWER HAS A GLASS ENCLOSED CAB AND IS GRAY IN GOLOR.  IT
 CR1179'IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE AND HAS AN OVER ALL
 CR1179'HEIGHT OF 140 FEET.  THE TOP AND CENTER OF THE TOWER WAS THE
 CR1179'POINT INTERSECTED.
 CR1179'
 CR1179'TO REACH THE STATION FROM THE JUNCTIONS OF TEXAS HIGHWAYS 155 AND
 CR1179'49 IN THE SOUTH EDGE OF AVINGER GO SOUTHWEST ON TEXAS HIGHWAY
 CR1179'155 FOR 7.5 MILES TO THE JUNCTION WITH FARM ROAD 729.  TURN LEFT
 CR1179'ON FARM ROAD 729 AND GO 2.6 MILES TO A GRADED ROAD RIGHT AND A
 CR1179'SIGN MIMS CHAPEL FIRE LOOKOUT TOWER.  TURN RIGHT ON THE GRADED
 CR1179'ROAD AND GO 0.5 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0977 ***********************************************************************
 CT0977  DESIGNATION -  MIN WELLS MUN AP BEA SEC
 CT0977  PID         -  CT0977
 CT0977  STATE/COUNTY-  TX/PARKER
 CT0977  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0977
 CT0977                         *CURRENT SURVEY CONTROL
 CT0977  ___________________________________________________________________
 CT0977* NAD 83(1993)-  32 47 09.10475(N)    098 03 27.04722(W)     ADJUSTED  
 CT0977* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 CT0977  ___________________________________________________________________
 CT0977  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 CT0977  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0977
 CT0977  HORZ ORDER  -  THIRD
 CT0977
 CT0977.The horizontal coordinates were established by classical geodetic methods
 CT0977.and adjusted by the National Geodetic Survey in February 1996..
 CT0977
 CT0977.The orthometric height was scaled from a topographic map.
 CT0977
 CT0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0977
 CT0977.The geoid height was determined by GEOID03.
 CT0977
 CT0977;                    North         East     Units Scale Factor Converg.
 CT0977;SPC TXNC     - 2,124,194.703   641,446.465   MT  0.99988332   +0 14 28.8
 CT0977;SPC TXNC     - 6,969,128.79  2,104,478.94   sFT  0.99988332   +0 14 28.8
 CT0977;UTM  14      - 3,627,941.132   588,256.922   MT  0.99969604   +0 30 37.4
 CT0977
 CT0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0977!SPC TXNC     -   0.99996012  x   0.99988332  =   0.99984344
 CT0977!UTM  14      -   0.99996012  x   0.99969604  =   0.99965617
 CT0977
 CT0977:                Primary Azimuth Mark                     Grid Az
 CT0977:SPC TXNC     -  MINERAL WELLS MUN WT SEC                 303 26 04.3
 CT0977:UTM  14      -  MINERAL WELLS MUN WT SEC                 303 09 55.7
 CT0977
 CT0977|---------------------------------------------------------------------|
 CT0977| PID    Reference Object                     Distance      Geod. Az  |
 CT0977|                                                           dddmmss.s |
 CT0977| CT0979 MINERAL WELLS MUN WT SEC            APPROX. 5.2 KM 3034033.1 |
 CT0977|---------------------------------------------------------------------|
 CT0977
 CT0977                          SUPERSEDED SURVEY CONTROL
 CT0977
 CT0977  NAD 83(1993)-  32 47 09.10773(N)    098 03 27.03355(W) AD(       ) 3
 CT0977  NAD 83(1986)-  32 47 09.10829(N)    098 03 27.03156(W) AD(       ) 3
 CT0977  NAD 27      -  32 47 08.65335(N)    098 03 25.87963(W) AD(       ) 3
 CT0977
 CT0977.Superseded values are not recommended for survey control.
 CT0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0977.See file dsdata.txt to determine how the superseded data were derived.
 CT0977
 CT0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8825727941(NAD 83)
 CT0977_MARKER: 21 = AIRPORT BEACON
 CT0977
 CT0977  HISTORY     - Date     Condition        Report By
 CT0977  HISTORY     - 1958     FIRST OBSERVED   USGS
 CT0977  HISTORY     - 19910527 GOOD             USPSQD
 CT0977  HISTORY     - 19970524 GOOD             USPSQD
 CT0977
 CT0977                          STATION DESCRIPTION
 CT0977
 CT0977'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0977'STATION IS LOCATED N. OF THE ADMINISTRATION BUILDING AT MINERAL WELLS,
 CT0977'PALO PINTO COUNTY, TEXAS, AT THE MUNICIPAL AIRPORT.  THE STATION MARK
 CT0977'IS AT THE EXACT CENTER OF A STEEL TOWER WHICH SUPPORTS THE AIRPORT
 CT0977'BEACON LIGHT.
 CT0977'
 CT0977'STATION MARK--A 4 BY 4 IN. CONCRETE POST WITH A 1 IN. STEEL ROD FLUSH
 CT0977'WITH THE GROUND AT THE EXACT CENTER OF THE AIRPORT BEACON TOWER.
 CT0977
 CT0977                          STATION RECOVERY (1991)
 CT0977
 CT0977'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CT0977'RECOVERED IN GOOD CONDITION.
 CT0977
 CT0977                          STATION RECOVERY (1997)
 CT0977
 CT0977'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0236 ***********************************************************************
 AP0236  DESIGNATION -  MINE SPIRE
 AP0236  PID         -  AP0236
 AP0236  STATE/COUNTY-  TX/MAVERICK
 AP0236  USGS QUAD   -  
 AP0236
 AP0236                         *CURRENT SURVEY CONTROL
 AP0236  ___________________________________________________________________
 AP0236* NAD 83(1993)-  28 37 24.89008(N)    100 37 24.60784(W)     ADJUSTED  
 AP0236* NAVD 88     -                                                        
 AP0236  ___________________________________________________________________
 AP0236  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AP0236  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AP0236
 AP0236  HORZ ORDER  -  THIRD
 AP0236
 AP0236.The horizontal coordinates were established by classical geodetic methods
 AP0236.and adjusted by the National Geodetic Survey in February 1996..
 AP0236
 AP0236
 AP0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0236
 AP0236.The geoid height was determined by GEOID03.
 AP0236
 AP0236;                    North         East     Units Scale Factor Converg.
 AP0236;SPC TXSC     - 4,088,684.459   441,252.676   MT  0.99993972   -0 47 43.3
 AP0236;SPC TXSC     -13,414,292.26  1,447,676.49   sFT  0.99993972   -0 47 43.3
 AP0236;UTM  14      - 3,167,360.101   341,289.937   MT  0.99991086   -0 46 40.5
 AP0236
 AP0236                          SUPERSEDED SURVEY CONTROL
 AP0236
 AP0236  NAD 83(1986)-  28 37 24.88528(N)    100 37 24.58478(W) AD(       ) 4
 AP0236  NAD 27      -  28 37 23.92900(N)    100 37 23.34600(W) AD(       ) 3
 AP0236
 AP0236.Superseded values are not recommended for survey control.
 AP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0236.See file dsdata.txt to determine how the superseded data were derived.
 AP0236
 AP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS4129067360(NAD 83)
 AP0236_MARKER: 89 = SPIRE
 AP0236
 AP0236  HISTORY     - Date     Condition        Report By
 AP0236  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0236
 AP0236                          STATION DESCRIPTION
 AP0236
 AP0236'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0238 ***********************************************************************
 AP0238  DESIGNATION -  MINE STACK
 AP0238  PID         -  AP0238
 AP0238  STATE/COUNTY-  TX/MAVERICK
 AP0238  USGS QUAD   -  
 AP0238
 AP0238                         *CURRENT SURVEY CONTROL
 AP0238  ___________________________________________________________________
 AP0238* NAD 83(1993)-  28 36 49.61789(N)    100 38 06.94481(W)     ADJUSTED  
 AP0238* NAVD 88     -                                                        
 AP0238  ___________________________________________________________________
 AP0238  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AP0238  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AP0238
 AP0238  HORZ ORDER  -  THIRD
 AP0238
 AP0238.The horizontal coordinates were established by classical geodetic methods
 AP0238.and adjusted by the National Geodetic Survey in February 1996..
 AP0238
 AP0238
 AP0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0238
 AP0238.The geoid height was determined by GEOID03.
 AP0238
 AP0238;                    North         East     Units Scale Factor Converg.
 AP0238;SPC TXSC     - 4,087,614.762   440,087.640   MT  0.99994183   -0 48 04.1
 AP0238;SPC TXSC     -13,410,782.76  1,443,854.20   sFT  0.99994183   -0 48 04.1
 AP0238;UTM  14      - 3,166,290.074   340,125.263   MT  0.99991544   -0 46 59.9
 AP0238
 AP0238                          SUPERSEDED SURVEY CONTROL
 AP0238
 AP0238  NAD 83(1986)-  28 36 49.61374(N)    100 38 06.92059(W) AD(       ) 4
 AP0238  NAD 27      -  28 36 48.65100(N)    100 38 05.68800(W) AD(       ) 3
 AP0238
 AP0238.Superseded values are not recommended for survey control.
 AP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0238.See file dsdata.txt to determine how the superseded data were derived.
 AP0238
 AP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS4012566290(NAD 83)
 AP0238_MARKER: 63 = STACK
 AP0238
 AP0238  HISTORY     - Date     Condition        Report By
 AP0238  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0238
 AP0238                          STATION DESCRIPTION
 AP0238
 AP0238'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0232 ***********************************************************************
 AP0232  DESIGNATION -  MINE TALLEST OF THREE STACKS
 AP0232  PID         -  AP0232
 AP0232  STATE/COUNTY-  TX/MAVERICK
 AP0232  USGS QUAD   -  EAGLE PASS WEST (1983)
 AP0232
 AP0232                         *CURRENT SURVEY CONTROL
 AP0232  ___________________________________________________________________
 AP0232* NAD 83(1993)-  28 38 12.85624(N)    100 36 35.78393(W)     ADJUSTED  
 AP0232* NAVD 88     -                                                        
 AP0232  ___________________________________________________________________
 AP0232  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AP0232  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AP0232
 AP0232  HORZ ORDER  -  THIRD
 AP0232
 AP0232.The horizontal coordinates were established by classical geodetic methods
 AP0232.and adjusted by the National Geodetic Survey in February 1996..
 AP0232
 AP0232
 AP0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0232
 AP0232.The geoid height was determined by GEOID03.
 AP0232
 AP0232;                    North         East     Units Scale Factor Converg.
 AP0232;SPC TXSC     - 4,090,142.583   442,599.040   MT  0.99993688   -0 47 19.4
 AP0232;SPC TXSC     -13,419,076.12  1,452,093.68   sFT  0.99993688   -0 47 19.4
 AP0232;UTM  14      - 3,168,818.586   342,635.822   MT  0.99990561   -0 46 18.2
 AP0232
 AP0232                          SUPERSEDED SURVEY CONTROL
 AP0232
 AP0232  NAD 83(1986)-  28 38 12.85129(N)    100 36 35.76124(W) AD(       ) 4
 AP0232  NAD 27      -  28 38 11.90100(N)    100 36 34.51900(W) AD(       ) 3
 AP0232
 AP0232.Superseded values are not recommended for survey control.
 AP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0232.See file dsdata.txt to determine how the superseded data were derived.
 AP0232
 AP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS4263668819(NAD 83)
 AP0232_MARKER: 63 = STACK
 AP0232
 AP0232  HISTORY     - Date     Condition        Report By
 AP0232  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0232
 AP0232                          STATION DESCRIPTION
 AP0232
 AP0232'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0326 ***********************************************************************
 CR0326  DESIGNATION -  MINEOLA
 CR0326  PID         -  CR0326
 CR0326  STATE/COUNTY-  TX/WOOD
 CR0326  USGS QUAD   -  MINEOLA (1981)
 CR0326
 CR0326                         *CURRENT SURVEY CONTROL
 CR0326  ___________________________________________________________________
 CR0326* NAD 83(1986)-  32 39 43.     (N)    095 29 20.     (W)     SCALED    
 CR0326* NAVD 88     -       126.997  (meters)     416.66   (feet)  ADJUSTED  
 CR0326  ___________________________________________________________________
 CR0326  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CR0326  DYNAMIC HT  -         126.853 (meters)     416.18  (feet)  COMP
 CR0326  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 CR0326
 CR0326  VERT ORDER  -  FIRST     CLASS II
 CR0326
 CR0326.The horizontal coordinates were scaled from a topographic map and have
 CR0326.an estimated accuracy of +/- 6 seconds.
 CR0326
 CR0326.The orthometric height was determined by differential leveling
 CR0326.and adjusted by the National Geodetic Survey in June 1991..
 CR0326
 CR0326.The geoid height was determined by GEOID03.
 CR0326
 CR0326.The dynamic height is computed by dividing the NAVD 88
 CR0326.geopotential number by the normal gravity value computed on the
 CR0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0326.degrees latitude (g = 980.6199 gals.).
 CR0326
 CR0326.The modeled gravity was interpolated from observed gravity values.
 CR0326
 CR0326;                    North         East    Units  Estimated Accuracy
 CR0326;SPC TXNC     - 2,114,410.      882,400.      MT  (+/- 180 meters Scaled)
 CR0326
 CR0326                          SUPERSEDED SURVEY CONTROL
 CR0326
 CR0326  NGVD 29 (??/??/92)  127.02   (m)          416.7    (f) COMPUTED    1 2
 CR0326
 CR0326.Superseded values are not recommended for survey control.
 CR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0326.See file dsdata.txt to determine how the superseded data were derived.
 CR0326
 CR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS665165(NAD 83)
 CR0326_MARKER: Z = SEE DESCRIPTION
 CR0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0326_SP_SET: RAIL
 CR0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0326
 CR0326  HISTORY     - Date     Condition        Report By
 CR0326  HISTORY     - UNK      MONUMENTED       CGS
 CR0326  HISTORY     - 1933     GOOD             NGS
 CR0326  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0326
 CR0326                          STATION DESCRIPTION
 CR0326
 CR0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CR0326'IN MINEOLA.
 CR0326'ON THE I-GN RR. SET VERTICALLY IN THE SE CORNER OF THE E WALL OF
 CR0326'PASSENGER STATION USED BY I-GN AND M.K.T. RR. ABOUT 4 FT. FROM THE
 CR0326'GROUND.
 CR0326
 CR0326                          STATION RECOVERY (1995)
 CR0326
 CR0326'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1346 ***********************************************************************
 CR1346  DESIGNATION -  MINEOLA
 CR1346  PID         -  CR1346
 CR1346  STATE/COUNTY-  TX/WOOD
 CR1346  USGS QUAD   -  MINEOLA (1981)
 CR1346
 CR1346                         *CURRENT SURVEY CONTROL
 CR1346  ___________________________________________________________________
 CR1346* NAD 83(1993)-  32 39 13.09275(N)    095 26 40.99168(W)     ADJUSTED  
 CR1346* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 CR1346  ___________________________________________________________________
 CR1346  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CR1346  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR1346
 CR1346  HORZ ORDER  -  SECOND
 CR1346
 CR1346.The horizontal coordinates were established by classical geodetic methods
 CR1346.and adjusted by the National Geodetic Survey in February 1996..
 CR1346
 CR1346.The orthometric height was scaled from a topographic map.
 CR1346
 CR1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1346
 CR1346.The geoid height was determined by GEOID03.
 CR1346
 CR1346;                    North         East     Units Scale Factor Converg.
 CR1346;SPC TXNC     - 2,113,612.685   886,566.099   MT  0.99989659   +1 39 58.8
 CR1346;SPC TXNC     - 6,934,410.95  2,908,675.61   sFT  0.99989659   +1 39 58.8
 CR1346;UTM  15      - 3,615,530.545   270,707.022   MT  1.00024834   -1 19 10.7
 CR1346
 CR1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1346!SPC TXNC     -   0.99998136  x   0.99989659  =   0.99987795
 CR1346!UTM  15      -   0.99998136  x   1.00024834  =   1.00022969
 CR1346
 CR1346|---------------------------------------------------------------------|
 CR1346| PID    Reference Object                     Distance      Geod. Az  |
 CR1346|                                                           dddmmss.s |
 CR1346| CY1687 MINEOLA RM 1                         21.752 METERS 10526     |
 CR1346| CY1686 MINEOLA AZ MK                                      1143540.7 |
 CR1346| CY1688 MINEOLA RM 2                         26.188 METERS 28013     |
 CR1346| CR1251 MINEOLA CITY POLICE RAD MAST        APPROX. 4.4 KM 2855256.6 |
 CR1346| CR1249 MINEOLA FIRST BAPTIST CHURCH        APPROX. 4.3 KM 2863331.3 |
 CR1346| CR1250 MINEOLA MUNICIPAL TANK              APPROX. 4.5 KM 2895018.1 |
 CR1346|---------------------------------------------------------------------|
 CR1346
 CR1346                          SUPERSEDED SURVEY CONTROL
 CR1346
 CR1346  NAD 83(1986)-  32 39 13.09944(N)    095 26 40.97793(W) AD(       ) 2
 CR1346  NAD 27      -  32 39 12.61450(N)    095 26 40.12930(W) AD(       ) 2
 CR1346
 CR1346.Superseded values are not recommended for survey control.
 CR1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1346.See file dsdata.txt to determine how the superseded data were derived.
 CR1346
 CR1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS7070715531(NAD 83)
 CR1346_MARKER: DS = TRIANGULATION STATION DISK
 CR1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1346
 CR1346  HISTORY     - Date     Condition        Report By
 CR1346  HISTORY     - 1957     MONUMENTED       CGS
 CR1346  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR1346
 CR1346                          STATION DESCRIPTION
 CR1346
 CR1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1346'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF MINEOLA ON A KNOLL
 CR1346'COVERED WITH PINE TREES, 147 FEET NORTH OF THE CENTER OF U.S.
 CR1346'HIGHWAY NO. 80, 72 FEET NORTH OF A POWERLINE POLE, 18 FEET
 CR1346'SOUTH-SOUTHWEST OF A 15-INCH TRIANGLE BLAZED PINE TREE AND
 CR1346'4 FEET NORTH OF A WITNESS POST.  THE MARK IS SET FLUSH WITH
 CR1346'THE SURFACE OF THE GROUND AND IS STAMPED MINEOLA 1957.
 CR1346'
 CR1346'REFERENCE MARK NO. 1 IS 143 FEET NORTH OF THE CENTER OF U.S.
 CR1346'HIGHWAY NO. 80.  THE MARK IS SET FLUSH WITH THE SURFACE OF
 CR1346'THE GROUND AND IS STAMPED MINEOLA NO 1 1957.
 CR1346'
 CR1346'REFERENCE MARK NO. 2 IS 140 FEET NORTH OF THE CENTER OF U.S.
 CR1346'HIGHWAY NO. 80.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 CR1346'OF THE GROUND AND IS STAMPED MINEOLA NO 2 1957.
 CR1346'
 CR1346'AZIMUTH MARK IS 72 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 CR1346'NO. 80 AND 15 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER
 CR1346'OF A SERVICE STATION.  THE MARK IS A STANDARD DISK CEMENTED IN A
 CR1346'DRILL HOLE IN THE WEST END OF A GAS PUMP FOUNDATION AND IS
 CR1346'STAMPED MINEOLA 1957.
 CR1346'
 CR1346'TO REACH THE STATION FROM THE POST OFFICE IN MINEOLA, GO SOUTH
 CR1346'FOR 0.05 MILE TO U.S. HIGHWAY NO. 80, TURN LEFT ON U.S. HIGHWAY
 CR1346'NO. 80 AND GO 2.5 MILES TO A DEEP CUT THROUGH HILL AND THE
 CR1346'STATION ON THE LEFT AS DESCRIBED.
 CR1346'
 CR1346'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST
 CR1346'ON U.S. HIGHWAY NO. 80 FOR 0.2 MILE TO THE MARK ON THE RIGHT
 CR1346'AS DESCRIBED.
 CR1346'
 CR1346'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1346
 CR1346                          STATION RECOVERY (1995)
 CR1346
 CR1346'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1251 ***********************************************************************
 CR1251  DESIGNATION -  MINEOLA CITY POLICE RAD MAST
 CR1251  PID         -  CR1251
 CR1251  STATE/COUNTY-  TX/WOOD
 CR1251  USGS QUAD   -  MINEOLA (1981)
 CR1251
 CR1251                         *CURRENT SURVEY CONTROL
 CR1251  ___________________________________________________________________
 CR1251* NAD 83(1993)-  32 39 52.03657(N)    095 29 22.92605(W)     ADJUSTED  
 CR1251* NAVD 88     -                                                        
 CR1251  ___________________________________________________________________
 CR1251  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CR1251  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CR1251
 CR1251  HORZ ORDER  -  THIRD
 CR1251
 CR1251.The horizontal coordinates were established by classical geodetic methods
 CR1251.and adjusted by the National Geodetic Survey in February 1996..
 CR1251
 CR1251
 CR1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1251
 CR1251.The geoid height was determined by GEOID03.
 CR1251
 CR1251;                    North         East     Units Scale Factor Converg.
 CR1251;SPC TXNC     - 2,114,689.938   882,313.887   MT  0.99989531   +1 38 30.5
 CR1251;SPC TXNC     - 6,937,945.24  2,894,724.81   sFT  0.99989531   +1 38 30.5
 CR1251;UTM  15      - 3,616,828.318   266,515.174   MT  1.00027227   -1 20 39.6
 CR1251
 CR1251                          SUPERSEDED SURVEY CONTROL
 CR1251
 CR1251  NAD 83(1986)-  32 39 52.04318(N)    095 29 22.91219(W) AD(       ) 4
 CR1251  NAD 27      -  32 39 51.56300(N)    095 29 22.06500(W) AD(       ) 3
 CR1251
 CR1251.Superseded values are not recommended for survey control.
 CR1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1251.See file dsdata.txt to determine how the superseded data were derived.
 CR1251
 CR1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6651516828(NAD 83)
 CR1251_MARKER: 42 = RADIO/TV MAST
 CR1251
 CR1251  HISTORY     - Date     Condition        Report By
 CR1251  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1251  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR1251
 CR1251                          STATION DESCRIPTION
 CR1251
 CR1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1251'THE STATION IS LOCATED NEAR THE CENTER OF MINEOLA AND ON TOP
 CR1251'OF THE CITY HALL BUILDING.
 CR1251'
 CR1251'THE MAST IS PAINTED ALTERNATELY RED AND WHITE IN COLOR AND
 CR1251'IS 133 FEET IN HEIGHT.  THE RED FLASHER LIGHT ON THE TOP
 CR1251'WAS THE POINT INTERSECTED.
 CR1251
 CR1251                          STATION RECOVERY (1995)
 CR1251
 CR1251'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1249 ***********************************************************************
 CR1249  DESIGNATION -  MINEOLA FIRST BAPTIST CHURCH
 CR1249  PID         -  CR1249
 CR1249  STATE/COUNTY-  TX/WOOD
 CR1249  USGS QUAD   -  MINEOLA (1981)
 CR1249
 CR1249                         *CURRENT SURVEY CONTROL
 CR1249  ___________________________________________________________________
 CR1249* NAD 83(1993)-  32 39 52.87723(N)    095 29 19.29102(W)     ADJUSTED  
 CR1249* NAVD 88     -                                                        
 CR1249  ___________________________________________________________________
 CR1249  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 CR1249  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CR1249
 CR1249  HORZ ORDER  -  THIRD
 CR1249
 CR1249.The horizontal coordinates were established by classical geodetic methods
 CR1249.and adjusted by the National Geodetic Survey in February 1996..
 CR1249
 CR1249
 CR1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1249
 CR1249.The geoid height was determined by GEOID03.
 CR1249
 CR1249;                    North         East     Units Scale Factor Converg.
 CR1249;SPC TXNC     - 2,114,718.535   882,407.814   MT  0.99989528   +1 38 32.5
 CR1249;SPC TXNC     - 6,938,039.06  2,895,032.97   sFT  0.99989528   +1 38 32.5
 CR1249;UTM  15      - 3,616,851.993   266,610.499   MT  1.00027172   -1 20 37.7
 CR1249
 CR1249                          SUPERSEDED SURVEY CONTROL
 CR1249
 CR1249  NAD 83(1986)-  32 39 52.88382(N)    095 29 19.27713(W) AD(       ) 4
 CR1249  NAD 27      -  32 39 52.40400(N)    095 29 18.43000(W) AD(       ) 3
 CR1249
 CR1249.Superseded values are not recommended for survey control.
 CR1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1249.See file dsdata.txt to determine how the superseded data were derived.
 CR1249
 CR1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6661016852(NAD 83)
 CR1249_MARKER: 90 = CHURCH SPIRE
 CR1249
 CR1249  HISTORY     - Date     Condition        Report By
 CR1249  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1249  HISTORY     - 19950809 GOOD             USPSQD
 CR1249  HISTORY     - 20030412 GOOD             GEOCAC
 CR1249
 CR1249                          STATION DESCRIPTION
 CR1249
 CR1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1249'THE STATION IS LOCATED NEAR THE CENTER OF MINEOLA AT THE
 CR1249'JUNCTION OF KILPATRICK AND JOHNSON STREETS.
 CR1249'
 CR1249'THE STATION IS PAINTED SILVER IN COLOR AND IS 125 FEET IN
 CR1249'HEIGHT.  THE TOP AND APEX WAS THE POINT INTERSECTED.
 CR1249
 CR1249                          STATION RECOVERY (1995)
 CR1249
 CR1249'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1249'RECOVERED IN GOOD CONDITION.
 CR1249
 CR1249                          STATION RECOVERY (2003)
 CR1249
 CR1249'RECOVERY NOTE BY GEOCACHING 2003
 CR1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1250 ***********************************************************************
 CR1250  DESIGNATION -  MINEOLA MUNICIPAL TANK
 CR1250  PID         -  CR1250
 CR1250  STATE/COUNTY-  TX/WOOD
 CR1250  USGS QUAD   -  MINEOLA (1981)
 CR1250
 CR1250                         *CURRENT SURVEY CONTROL
 CR1250  ___________________________________________________________________
 CR1250* NAD 83(1993)-  32 40 02.84787(N)    095 29 24.13384(W)     ADJUSTED  
 CR1250* NAVD 88     -                                                        
 CR1250  ___________________________________________________________________
 CR1250  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 CR1250  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CR1250
 CR1250  HORZ ORDER  -  THIRD
 CR1250
 CR1250.The horizontal coordinates were established by classical geodetic methods
 CR1250.and adjusted by the National Geodetic Survey in February 1996..
 CR1250
 CR1250
 CR1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1250
 CR1250.The geoid height was determined by GEOID03.
 CR1250
 CR1250;                    North         East     Units Scale Factor Converg.
 CR1250;SPC TXNC     - 2,115,021.909   882,272.892   MT  0.99989496   +1 38 29.8
 CR1250;SPC TXNC     - 6,939,034.38  2,894,590.31   sFT  0.99989496   +1 38 29.8
 CR1250;UTM  15      - 3,617,162.100   266,491.520   MT  1.00027240   -1 20 40.7
 CR1250
 CR1250                          SUPERSEDED SURVEY CONTROL
 CR1250
 CR1250  NAD 83(1986)-  32 40 02.85460(N)    095 29 24.12007(W) AD(       ) 4
 CR1250  NAD 27      -  32 40 02.38000(N)    095 29 23.27600(W) AD(       ) 3
 CR1250
 CR1250.Superseded values are not recommended for survey control.
 CR1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1250.See file dsdata.txt to determine how the superseded data were derived.
 CR1250
 CR1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6649217162(NAD 83)
 CR1250_MARKER: 53 = ELEVATED TANK
 CR1250
 CR1250  HISTORY     - Date     Condition        Report By
 CR1250  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1250  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR1250
 CR1250                          STATION DESCRIPTION
 CR1250
 CR1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1250'THE STATION IS LOCATED NEAR THE CENTER OF TOWN AT THE INTERSECTION
 CR1250'OF HOGG AND BUCHANAN STREETS.
 CR1250'
 CR1250'THE STATION IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE,
 CR1250'PAINTED SILVER IN COLOR AND IS 152 FEET IN HEIGHT.  THE
 CR1250'BALL AT THE TOP WAS THE POINT INTERSECTED.
 CR1250
 CR1250                          STATION RECOVERY (1995)
 CR1250
 CR1250'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0327 ***********************************************************************
 CR0327  DESIGNATION -  MINEOLA RESET 1951
 CR0327  PID         -  CR0327
 CR0327  STATE/COUNTY-  TX/WOOD
 CR0327  USGS QUAD   -  MINEOLA (1981)
 CR0327
 CR0327                         *CURRENT SURVEY CONTROL
 CR0327  ___________________________________________________________________
 CR0327* NAD 83(1986)-  32 39 42.     (N)    095 29 19.     (W)     SCALED    
 CR0327* NAVD 88     -       126.511  (meters)     415.06   (feet)  ADJUSTED  
 CR0327  ___________________________________________________________________
 CR0327  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CR0327  DYNAMIC HT  -         126.368 (meters)     414.59  (feet)  COMP
 CR0327  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 CR0327
 CR0327  VERT ORDER  -  FIRST     CLASS II
 CR0327
 CR0327.The horizontal coordinates were scaled from a topographic map and have
 CR0327.an estimated accuracy of +/- 6 seconds.
 CR0327
 CR0327.The orthometric height was determined by differential leveling
 CR0327.and adjusted by the National Geodetic Survey in June 1991..
 CR0327
 CR0327.The geoid height was determined by GEOID03.
 CR0327
 CR0327.The dynamic height is computed by dividing the NAVD 88
 CR0327.geopotential number by the normal gravity value computed on the
 CR0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0327.degrees latitude (g = 980.6199 gals.).
 CR0327
 CR0327.The modeled gravity was interpolated from observed gravity values.
 CR0327
 CR0327;                    North         East    Units  Estimated Accuracy
 CR0327;SPC TXNC     - 2,114,380.      882,430.      MT  (+/- 180 meters Scaled)
 CR0327
 CR0327                          SUPERSEDED SURVEY CONTROL
 CR0327
 CR0327  NGVD 29 (??/??/92)  126.537  (m)          415.15   (f) ADJ UNCH    1 2
 CR0327
 CR0327.Superseded values are not recommended for survey control.
 CR0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0327.See file dsdata.txt to determine how the superseded data were derived.
 CR0327
 CR0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS666165(NAD 83)
 CR0327_MARKER: DD = SURVEY DISK
 CR0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0327_SP_SET: BUILDING
 CR0327_STAMPING: MINEOLA RESET 1951
 CR0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0327
 CR0327  HISTORY     - Date     Condition        Report By
 CR0327  HISTORY     - 1951     MONUMENTED       GNRR
 CR0327  HISTORY     - 1959     GOOD             NGS
 CR0327  HISTORY     - 19950809 GOOD             USPSQD
 CR0327  HISTORY     - 20030412 MARK NOT FOUND   GEOCAC
 CR0327
 CR0327                          STATION DESCRIPTION
 CR0327
 CR0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0327'IN MINEOLA.
 CR0327'AT MINEOLA, AT THE TEXAS AND PACIFIC RAILROAD STATION, 38 FEET SOUTH
 CR0327'OF THE SOUTH RAIL OF THE MAIN TRACK, SET VERTICALLY IN THE EAST STONE
 CR0327'FACE OF THE BUILDING, 4.9 FEET NORTH OF THE SOUTHEAST CORNER, AND
 CR0327'ABOUT 3 FEET ABOVE THE GROUND.
 CR0327
 CR0327                          STATION RECOVERY (1995)
 CR0327
 CR0327'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0327'RECOVERED IN GOOD CONDITION.
 CR0327
 CR0327                          STATION RECOVERY (2003)
 CR0327
 CR0327'RECOVERY NOTE BY GEOCACHING 2003
 CR0327'IT LOOKS LIKE THE STONE FACADE HAS RECENTLY BEEN REMOVED FROM THE
 CR0327'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7147 ***********************************************************************
 DH7147  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7147  DESIGNATION -  MINERAL WELLS CORS ARP
 DH7147  CORS_ID     -  TXMW
 DH7147  PID         -  DH7147
 DH7147  STATE/COUNTY-  TX/PALO PINTO
 DH7147  USGS QUAD   -  MINERAL WELLS WEST (1984)
 DH7147
 DH7147                         *CURRENT SURVEY CONTROL
 DH7147  ___________________________________________________________________
 DH7147* NAD 83(CORS)-  32 48 14.98770(N)    098 08 34.36926(W)     ADJUSTED  
 DH7147* NAVD 88     -                                                        
 DH7147  ___________________________________________________________________
 DH7147  EPOCH DATE  -        2002.00
 DH7147  X           -    -760,119.753 (meters)                     COMP
 DH7147  Y           -  -5,312,375.459 (meters)                     COMP
 DH7147  Z           -   3,435,857.678 (meters)                     COMP
 DH7147  ELLIP HEIGHT-         247.63  (meters)          (11/??/05) GPS OBS
 DH7147  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH7147
 DH7147  HORZ ORDER  -  SPECIAL (CORS)
 DH7147  ELLP ORDER  -  SPECIAL (CORS)
 DH7147
 DH7147.ITRF positions are available for this station.
 DH7147.The coordinates were established by GPS observations
 DH7147.and adjusted by the National Geodetic Survey in November 2005..
 DH7147.The coordinates are valid at the epoch date displayed above.
 DH7147.The epoch date for horizontal control is a decimal equivalence
 DH7147.of Year/Month/Day.
 DH7147
 DH7147
 DH7147.The PID for the CORS L1 Phase Center is DH7148.
 DH7147
 DH7147.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7147
 DH7147.The ellipsoidal height was determined by GPS observations
 DH7147.and is referenced to NAD 83.
 DH7147
 DH7147.The geoid height was determined by GEOID03.
 DH7147
 DH7147;                    North         East     Units Scale Factor Converg.
 DH7147;SPC TXNC     - 2,126,193.599   633,443.499   MT  0.99988190   +0 11 41.2
 DH7147;SPC TXNC     - 6,975,686.83  2,078,222.55   sFT  0.99988190   +0 11 41.2
 DH7147
 DH7147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7147!SPC TXNC     -   0.99996112  x   0.99988190  =   0.99984303
 DH7147
 DH7147                          SUPERSEDED SURVEY CONTROL
 DH7147
 DH7147.No superseded survey control is available for this station.
 DH7147
 DH7147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8024629902(NAD 83)
 DH7147_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7147
 DH7147                          STATION DESCRIPTION
 DH7147
 DH7147'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7147'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7147'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7147'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7147'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7147'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7148 ***********************************************************************
 DH7148  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7148  DESIGNATION -  MINERAL WELLS CORS L1 PHASE CENTER
 DH7148  CORS_ID     -  TXMW
 DH7148  PID         -  DH7148
 DH7148  STATE/COUNTY-  TX/PALO PINTO
 DH7148  USGS QUAD   -  MINERAL WELLS WEST (1984)
 DH7148
 DH7148                         *CURRENT SURVEY CONTROL
 DH7148  ___________________________________________________________________
 DH7148* NAD 83(CORS)-  32 48 14.98771(N)    098 08 34.36924(W)     ADJUSTED  
 DH7148* NAVD 88     -                                                        
 DH7148  ___________________________________________________________________
 DH7148  EPOCH DATE  -        2002.00
 DH7148  X           -    -760,119.761 (meters)                     COMP
 DH7148  Y           -  -5,312,375.517 (meters)                     COMP
 DH7148  Z           -   3,435,857.716 (meters)                     COMP
 DH7148  ELLIP HEIGHT-         247.70  (meters)          (11/??/05) GPS OBS
 DH7148  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH7148
 DH7148  HORZ ORDER  -  SPECIAL (CORS)
 DH7148  ELLP ORDER  -  SPECIAL (CORS)
 DH7148
 DH7148.ITRF positions are available for this station.
 DH7148.The coordinates were established by GPS observations
 DH7148.and adjusted by the National Geodetic Survey in November 2005..
 DH7148.The coordinates are valid at the epoch date displayed above.
 DH7148.The epoch date for horizontal control is a decimal equivalence
 DH7148.of Year/Month/Day.
 DH7148
 DH7148
 DH7148.The PID for the CORS ARP is DH7147.
 DH7148
 DH7148.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7148
 DH7148.The ellipsoidal height was determined by GPS observations
 DH7148.and is referenced to NAD 83.
 DH7148
 DH7148.The geoid height was determined by GEOID03.
 DH7148
 DH7148;                    North         East     Units Scale Factor Converg.
 DH7148;SPC TXNC     - 2,126,193.599   633,443.500   MT  0.99988190   +0 11 41.2
 DH7148;SPC TXNC     - 6,975,686.83  2,078,222.55   sFT  0.99988190   +0 11 41.2
 DH7148
 DH7148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7148!SPC TXNC     -   0.99996111  x   0.99988190  =   0.99984302
 DH7148
 DH7148                          SUPERSEDED SURVEY CONTROL
 DH7148
 DH7148.No superseded survey control is available for this station.
 DH7148
 DH7148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8024629902(NAD 83)
 DH7148_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7148
 DH7148                          STATION DESCRIPTION
 DH7148
 DH7148'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7148'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7148'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7148'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7148'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7148'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0971 ***********************************************************************
 CT0971  DESIGNATION -  MINERAL WELLS FT WOLTERS TANK
 CT0971  PID         -  CT0971
 CT0971  STATE/COUNTY-  TX/PARKER
 CT0971  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0971
 CT0971                         *CURRENT SURVEY CONTROL
 CT0971  ___________________________________________________________________
 CT0971* NAD 83(1993)-  32 47 06.65426(N)    098 03 20.73169(W)     ADJUSTED  
 CT0971* NAVD 88     -                                                        
 CT0971  ___________________________________________________________________
 CT0971  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 CT0971  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0971
 CT0971  HORZ ORDER  -  THIRD
 CT0971
 CT0971.The horizontal coordinates were established by classical geodetic methods
 CT0971.and adjusted by the National Geodetic Survey in February 1996..
 CT0971
 CT0971
 CT0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0971
 CT0971.The geoid height was determined by GEOID03.
 CT0971
 CT0971;                    North         East     Units Scale Factor Converg.
 CT0971;SPC TXNC     - 2,124,119.917   641,611.104   MT  0.99988337   +0 14 32.2
 CT0971;SPC TXNC     - 6,968,883.43  2,105,019.10   sFT  0.99988337   +0 14 32.2
 CT0971;UTM  14      - 3,627,867.134   588,421.881   MT  0.99969640   +0 30 40.8
 CT0971
 CT0971                          SUPERSEDED SURVEY CONTROL
 CT0971
 CT0971  NAD 83(1993)-  32 47 06.65670(N)    098 03 20.71702(W) AD(       ) 4
 CT0971  NAD 83(1986)-  32 47 06.65737(N)    098 03 20.71625(W) AD(       ) 4
 CT0971  NAD 27      -  32 47 06.19005(N)    098 03 19.54758(W) AD(       ) 3
 CT0971
 CT0971.Superseded values are not recommended for survey control.
 CT0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0971.See file dsdata.txt to determine how the superseded data were derived.
 CT0971
 CT0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8842227867(NAD 83)
 CT0971_MARKER: 53 = ELEVATED TANK
 CT0971
 CT0971  HISTORY     - Date     Condition        Report By
 CT0971  HISTORY     - 1967     FIRST OBSERVED   CGS
 CT0971  HISTORY     - 19910527 POOR             USPSQD
 CT0971  HISTORY     - 19970524 GOOD             USPSQD
 CT0971
 CT0971                          STATION DESCRIPTION
 CT0971
 CT0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 CT0971'STATION IS A FLASHING RED LIGHT WHICH IS ATTACHED TO THE APEX OF A
 CT0971'ROUND ELEVATED WATER TANK THAT IS SUPPORTED BY 6 STEEL TUBULAR
 CT0971'TYPE LEGS WHICH ARE PAINTED RED-WHITE ALTERNATE SECTIONS.
 CT0971'STRUCTURE HAS A LARGE STEEL RISER WHICH EXTENDS FROM THE GROUND TO
 CT0971'THE BOTTOM OF THE TANK.
 CT0971'
 CT0971'TANK IS 137 FEET IN HEIGHT AND HAS A FLASHING RED LIGHT AT TOP.
 CT0971'
 CT0971'STATION IS LOCATED APPROXIMATELY 5 MILES SOUTHEAST OF MINERAL WELLS,
 CT0971'ON THE FORT WOLTERS MILITARY RESERVATION AND IS IN THE DOWNING
 CT0971'HELIPORT SECTION.
 CT0971'
 CT0971'POINT INTERSECTED, WAS THE FLASHING RED LIGHT AT TOP.
 CT0971
 CT0971                          STATION RECOVERY (1991)
 CT0971
 CT0971'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CT0971'MARK RECOVERED IN POOR CONDITION.
 CT0971
 CT0971                          STATION RECOVERY (1997)
 CT0971
 CT0971'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0975 ***********************************************************************
 CT0975  DESIGNATION -  MINERAL WELLS HOTEL CUPOLA
 CT0975  PID         -  CT0975
 CT0975  STATE/COUNTY-  TX/PALO PINTO
 CT0975  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0975
 CT0975                         *CURRENT SURVEY CONTROL
 CT0975  ___________________________________________________________________
 CT0975* NAD 83(1993)-  32 48 34.36977(N)    098 06 41.22883(W)     ADJUSTED  
 CT0975* NAVD 88     -                                                        
 CT0975  ___________________________________________________________________
 CT0975  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CT0975  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT0975
 CT0975  HORZ ORDER  -  THIRD
 CT0975
 CT0975.The horizontal coordinates were established by classical geodetic methods
 CT0975.and adjusted by the National Geodetic Survey in February 1996..
 CT0975
 CT0975
 CT0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0975
 CT0975.The geoid height was determined by GEOID03.
 CT0975
 CT0975;                    North         East     Units Scale Factor Converg.
 CT0975;SPC TXNC     - 2,126,801.050   636,384.434   MT  0.99988150   +0 12 42.9
 CT0975;SPC TXNC     - 6,977,679.78  2,087,871.26   sFT  0.99988150   +0 12 42.9
 CT0975;UTM  14      - 3,630,523.160   583,183.670   MT  0.99968532   +0 28 53.3
 CT0975
 CT0975                          SUPERSEDED SURVEY CONTROL
 CT0975
 CT0975  NAD 83(1993)-  32 48 34.37261(N)    098 06 41.21460(W) AD(       ) 4
 CT0975  NAD 83(1986)-  32 48 34.37301(N)    098 06 41.21346(W) AD(       ) 4
 CT0975  NAD 27      -  32 48 33.91501(N)    098 06 40.05556(W) AD(       ) 3
 CT0975
 CT0975.Superseded values are not recommended for survey control.
 CT0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0975.See file dsdata.txt to determine how the superseded data were derived.
 CT0975
 CT0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8318430523(NAD 83)
 CT0975_MARKER: 86 = CUPOLA
 CT0975
 CT0975  HISTORY     - Date     Condition        Report By
 CT0975  HISTORY     - 1967     FIRST OBSERVED   CGS
 CT0975  HISTORY     - 19980822 GOOD             USPSQD
 CT0975  HISTORY     - 20040327 GOOD             USPSQD
 CT0975
 CT0975                          STATION DESCRIPTION
 CT0975
 CT0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 CT0975'THE STATION IS THE APEX OF THE BAKER HOTEL CUPOLA, LOCATED IN THE
 CT0975'DOWN TOWN AREA OF MINERAL WELLS.  THE STRUCTURE IS A LARGE BRICK
 CT0975'BUILDING WHICH IS ABOUT 250 FEET IN HEIGHT.
 CT0975'
 CT0975'POINT INTERSECTED, WAS THE APEX OF THE CUPOLA.
 CT0975
 CT0975                          STATION RECOVERY (1998)
 CT0975
 CT0975'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0975'RECOVERED IN GOOD CONDITION.
 CT0975
 CT0975                          STATION RECOVERY (2004)
 CT0975
 CT0975'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0974 ***********************************************************************
 CT0974  DESIGNATION -  MINERAL WELLS MUN TANK
 CT0974  PID         -  CT0974
 CT0974  STATE/COUNTY-  TX/PALO PINTO
 CT0974  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0974
 CT0974                         *CURRENT SURVEY CONTROL
 CT0974  ___________________________________________________________________
 CT0974* NAD 83(1993)-  32 49 31.98454(N)    098 06 26.09080(W)     ADJUSTED  
 CT0974* NAVD 88     -                                                        
 CT0974  ___________________________________________________________________
 CT0974  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CT0974  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CT0974
 CT0974  HORZ ORDER  -  THIRD
 CT0974
 CT0974.The horizontal coordinates were established by classical geodetic methods
 CT0974.and adjusted by the National Geodetic Survey in February 1996..
 CT0974
 CT0974
 CT0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0974
 CT0974.The geoid height was determined by GEOID03.
 CT0974
 CT0974;                    North         East     Units Scale Factor Converg.
 CT0974;SPC TXNC     - 2,128,577.165   636,771.564   MT  0.99988036   +0 12 51.1
 CT0974;SPC TXNC     - 6,983,506.92  2,089,141.37   sFT  0.99988036   +0 12 51.1
 CT0974;UTM  14      - 3,632,300.731   583,562.362   MT  0.99968610   +0 29 02.3
 CT0974
 CT0974                          SUPERSEDED SURVEY CONTROL
 CT0974
 CT0974  NAD 83(1993)-  32 49 31.98767(N)    098 06 26.07660(W) AD(       ) 4
 CT0974  NAD 83(1986)-  32 49 31.98782(N)    098 06 26.07540(W) AD(       ) 4
 CT0974  NAD 27      -  32 49 31.53626(N)    098 06 24.91636(W) AD(       ) 3
 CT0974
 CT0974.Superseded values are not recommended for survey control.
 CT0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0974.See file dsdata.txt to determine how the superseded data were derived.
 CT0974
 CT0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8356232301(NAD 83)
 CT0974_MARKER: 53 = ELEVATED TANK
 CT0974
 CT0974  HISTORY     - Date     Condition        Report By
 CT0974  HISTORY     - 1967     FIRST OBSERVED   CGS
 CT0974  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0974  HISTORY     - 20040327 GOOD             USPSQD
 CT0974
 CT0974                          STATION DESCRIPTION
 CT0974
 CT0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 CT0974'MINERAL WELLS MUNICIPAL WATER TANK IS LOCATED IN THE NORTH CENTRAL
 CT0974'SECTION OF MINERAL WELLS AND IS 0.55 MILE EAST OF U.S. HIGHWAY 281.
 CT0974'
 CT0974'STATION IS A LARGE ROUND ELEVATED STEEL TANK THAT IS SUPPORTED BY 4
 CT0974'STEEL LEGS WHICH ARE PAINTED RED AND WHITE ALTERNATE SECTIONS.
 CT0974'
 CT0974'TANK IS APPROXIMATE 120 FEET IN HEIGHT AND HAS A RED LIGHT MOUNTED
 CT0974'ON TOP.
 CT0974'
 CT0974'POINT INTERSECTED WAS THE LIGHT IN CENTER OF THE TOP.
 CT0974
 CT0974                          STATION RECOVERY (1998)
 CT0974
 CT0974'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0974'MARK NOT FOUND.
 CT0974
 CT0974                          STATION RECOVERY (2004)
 CT0974
 CT0974'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0979 ***********************************************************************
 CT0979  DESIGNATION -  MINERAL WELLS MUN WT SEC
 CT0979  PID         -  CT0979
 CT0979  STATE/COUNTY-  TX/PALO PINTO
 CT0979  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0979
 CT0979                         *CURRENT SURVEY CONTROL
 CT0979  ___________________________________________________________________
 CT0979* NAD 83(1993)-  32 48 41.80226(N)    098 06 11.84632(W)     ADJUSTED  
 CT0979* NAVD 88     -       336.0    (meters)    1102.     (feet)  VERTCON   
 CT0979  ___________________________________________________________________
 CT0979  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CT0979  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CT0979
 CT0979  HORZ ORDER  -  THIRD
 CT0979
 CT0979.The horizontal coordinates were established by classical geodetic methods
 CT0979.and adjusted by the National Geodetic Survey in February 1996..
 CT0979
 CT0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0979
 CT0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0979
 CT0979.The geoid height was determined by GEOID03.
 CT0979
 CT0979;                    North         East     Units Scale Factor Converg.
 CT0979;SPC TXNC     - 2,127,032.842   637,147.855   MT  0.99988135   +0 12 58.9
 CT0979;SPC TXNC     - 6,978,440.25  2,090,375.92   sFT  0.99988135   +0 12 58.9
 CT0979;UTM  14      - 3,630,758.495   583,945.843   MT  0.99968689   +0 29 09.4
 CT0979
 CT0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0979!SPC TXNC     -   0.99995182  x   0.99988135  =   0.99983318
 CT0979!UTM  14      -   0.99995182  x   0.99968689  =   0.99963873
 CT0979
 CT0979:                Primary Azimuth Mark                     Grid Az
 CT0979:SPC TXNC     -  WOLTERS VILLAGE WT SEC                   064 54 58.4
 CT0979:UTM  14      -  WOLTERS VILLAGE WT SEC                   064 38 47.9
 CT0979
 CT0979|---------------------------------------------------------------------|
 CT0979| PID    Reference Object                     Distance      Geod. Az  |
 CT0979|                                                           dddmmss.s |
 CT0979| CT0978 WOLTERS VILLAGE WT SEC              APPROX. 3.6 KM 0650757.3 |
 CT0979|---------------------------------------------------------------------|
 CT0979
 CT0979                          SUPERSEDED SURVEY CONTROL
 CT0979
 CT0979  NAD 83(1993)-  32 48 41.80531(N)    098 06 11.83300(W) AD(       ) 3
 CT0979  NAD 83(1986)-  32 48 41.80598(N)    098 06 11.83061(W) AD(       ) 3
 CT0979  NAD 27      -  32 48 41.35438(N)    098 06 10.67350(W) AD(       ) 3
 CT0979  NGVD 29 (07/19/86)  335.9    (m)         1102.     (f) VERT ANG       
 CT0979
 CT0979.Superseded values are not recommended for survey control.
 CT0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0979.See file dsdata.txt to determine how the superseded data were derived.
 CT0979
 CT0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8394630758(NAD 83)
 CT0979_MARKER: 51 = TANK
 CT0979
 CT0979  HISTORY     - Date     Condition        Report By
 CT0979  HISTORY     - 1958     FIRST OBSERVED   USGS
 CT0979  HISTORY     - 20040327 GOOD             USPSQD
 CT0979
 CT0979                          STATION DESCRIPTION
 CT0979
 CT0979'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0979'STATION IS LOCATED IN MINERAL WELLS, PALO PINTO COUNTY, TEXAS, ABOUT
 CT0979'6 BLOCKS E. OF THE BAKER HOTEL AND IS W. OF THE ELMWOOD CEMETERY ON
 CT0979'THE SOUTHERN TIP OF A HIGH BLUFF OVERLOOKING MINERAL WELLS.
 CT0979'
 CT0979'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND 281,
 CT0979'HUBBARD AND OAK AVENUES, GO E. ON U.S. 180 FOR 0.3 MI. (6 BLOCKS),
 CT0979'TURN LEFT (N.) ON NE. 6TH AVENUE FOR 0.45 MI. TO T-RD. AT TOP OF
 CT0979'STEEP HILL, NE. 8TH ST., TURN RIGHT (E.) FOR 0.25 MI., TURN RIGHT (S.)
 CT0979'AND GO 0.3 MI. TO THE POINT OF THE BLUFF AND THE STATION ON TOP OF THE
 CT0979'LARGE WATER TANK.
 CT0979'
 CT0979'STATION MARK--A FILED CROSS ON AN IRON LOOP PROJECTING FROM THE CENTER
 CT0979'OF THE WATER TANK.
 CT0979
 CT0979                          STATION RECOVERY (2004)
 CT0979
 CT0979'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1192 ***********************************************************************
 CT1192  SACS        -  This is a Secondary Airport Control Station.
 CT1192  DESIGNATION -  MINERPORT
 CT1192  PID         -  CT1192
 CT1192  STATE/COUNTY-  TX/PALO PINTO
 CT1192  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT1192
 CT1192                         *CURRENT SURVEY CONTROL
 CT1192  ___________________________________________________________________
 CT1192* NAD 83(1993)-  32 47 03.29119(N)    098 03 32.63892(W)     ADJUSTED  
 CT1192* NAVD 88     -       284.81   (meters)     934.4    (feet)  GPS OBS   
 CT1192  ___________________________________________________________________
 CT1192  X           -    -752,516.513 (meters)                     COMP
 CT1192  Y           -  -5,314,672.957 (meters)                     COMP
 CT1192  Z           -   3,434,005.350 (meters)                     COMP
 CT1192  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CT1192  ELLIP HEIGHT-         255.75  (meters)          (06/26/01) GPS OBS
 CT1192  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT1192
 CT1192  HORZ ORDER  -  FIRST
 CT1192  ELLP ORDER  -  FOURTH    CLASS II
 CT1192
 CT1192.This mark is at Mineral Wells (MWL) Airport (MWL)
 CT1192
 CT1192.The horizontal coordinates were established by GPS observations
 CT1192.and adjusted by the National Geodetic Survey in September 1996..
 CT1192
 CT1192.The orthometric height was determined by GPS observations and a
 CT1192.high-resolution geoid model.
 CT1192
 CT1192.GPS derived orthometric heights for airport stations designated as
 CT1192.PACS or SACS are published to 2 decimal places.  This maintains
 CT1192.centimeter relative accuracy between the PACS and SACS.  It does
 CT1192.not indicate centimeter accuracy relative to other marks which are
 CT1192.part of the NAVD 88 network.
 CT1192
 CT1192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT1192
 CT1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1192
 CT1192.The ellipsoidal height was determined by GPS observations
 CT1192.and is referenced to NAD 83.
 CT1192
 CT1192.The geoid height was determined by GEOID03.
 CT1192
 CT1192;                    North         East     Units Scale Factor Converg.
 CT1192;SPC TXNC     - 2,124,015.023   641,301.729   MT  0.99988345   +0 14 25.7
 CT1192;SPC TXNC     - 6,968,539.29  2,104,004.09   sFT  0.99988345   +0 14 25.7
 CT1192;UTM  14      - 3,627,760.808   588,113.059   MT  0.99969573   +0 30 34.3
 CT1192
 CT1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1192!SPC TXNC     -   0.99995985  x   0.99988345  =   0.99984330
 CT1192!UTM  14      -   0.99995985  x   0.99969573  =   0.99965559
 CT1192
 CT1192:                Primary Azimuth Mark                     Grid Az
 CT1192:SPC TXNC     -  MINERPORT AZ MK                          135 28 18.4
 CT1192:UTM  14      -  MINERPORT AZ MK                          135 12 09.8
 CT1192
 CT1192|---------------------------------------------------------------------|
 CT1192| PID    Reference Object                     Distance      Geod. Az  |
 CT1192|                                                           dddmmss.s |
 CT1192| CT1193 MINERPORT AZ MK                     APPROX. 0.7 KM 1354244.1 |
 CT1192|---------------------------------------------------------------------|
 CT1192
 CT1192                          SUPERSEDED SURVEY CONTROL
 CT1192
 CT1192  ELLIP H (09/11/96)  255.81   (m)                       GP(       ) 4 2
 CT1192  NAD 83(1993)-  32 47 03.29245(N)    098 03 32.63736(W) AD(       ) 3
 CT1192  ELLIP H (02/16/96)  255.81   (m)                       GP(       ) 5 1
 CT1192  NAD 83(1993)-  32 47 03.29520(N)    098 03 32.62767(W) AD(       ) 3
 CT1192  NAD 83(1986)-  32 47 03.29604(N)    098 03 32.62300(W) AD(       ) 3
 CT1192  NAD 27      -  32 47 02.84915(N)    098 03 31.48342(W) AD(       ) 3
 CT1192  NGVD 29 (12/08/88)  284.4    (m)          933.     (f) GPS OBS        
 CT1192
 CT1192.Superseded values are not recommended for survey control.
 CT1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1192.See file dsdata.txt to determine how the superseded data were derived.
 CT1192
 CT1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8811327761(NAD 83)
 CT1192_MARKER: I = METAL ROD
 CT1192_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CT1192_SP_SET: OBJECT DRIVEN INTO GROUND
 CT1192_STAMPING: MINERPORT 1988
 CT1192_MARK LOGO: NGS   
 CT1192_PROJECTION: RECESSED 5 CENTIMETERS
 CT1192_MAGNETIC: I = MARKER IS A STEEL ROD
 CT1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1192+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 CT1192_ROD/PIPE-DEPTH: 1.0  meters
 CT1192_SLEEVE-DEPTH  : 0.9 meters
 CT1192
 CT1192  HISTORY     - Date     Condition        Report By
 CT1192  HISTORY     - 1988     MONUMENTED       NGS
 CT1192  HISTORY     - 19941226 GOOD             NGS
 CT1192  HISTORY     - 20030515 GOOD             INDIV
 CT1192
 CT1192                          STATION DESCRIPTION
 CT1192
 CT1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CT1192'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 CT1192'SOUTHEAST OF MINERAL WELLS, 2.4 KM (1.5 MI) SOUTH OF US HIGHWAY 180
 CT1192'AT THE MINERAL WELLS AIRPORT.  IT IS IN THE MEDIAN BETWEEN THE
 CT1192'APRON-TAXIWAY
 CT1192'AND RUNWAY 13-31 AND ABOUT 0.1 KM (0.05 MI)
 CT1192'SOUTH-SOUTHWEST OF THE TERMINAL BUILDING (OLD FAA BUILDING).
 CT1192'OWNERSHIP--CITY OF MINERAL WELLS, PO BOX 339, MINERAL WELLS TX
 CT1192'76067.  AIRPORT MANAGER IS BILL PREVITT, PHONE 817-325-9438.
 CT1192'
 CT1192'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180 AND 281
 CT1192'IN MINERAL WELLS WHICH IS 1 BLOCK SOUTH OF A MULTISTORY HOTEL
 CT1192'BUILDING, GO EAST ON US HIGHWAY 180 FOR 2.8 KM (1.75 MI) TO A
 CT1192'CROSSROAD AT A SHOPPING CENTER.  TURN RIGHT AND GO SOUTH ON FARM
 CT1192'ROAD 1821 FOR 2.5 KM (1.55 MI) TO A T-ROAD.  TURN LEFT AND GO EAST
 CT1192'ON FARM ROAD 1821 FOR 1.2 KM (0.75 MI) TO A CROSSROAD, CONTINUE
 CT1192'EAST FOR 0.4 KM (0.25 MI) TO A FORK.  BEAR RIGHT AND GO SOUTHEAST
 CT1192'ON PAVED ROAD FOR 0.4 KM (0.25 MI) TO A FORK.  BEAR RIGHT AND GO
 CT1192'SOUTHEAST ON ROAD AND PARKING LOT FOR 0.2 KM (0.1 MI) TO THE
 CT1192'TERMINAL BUILDING.  TURN LEFT AND GO SOUTHEAST, THEN RIGHT,
 CT1192'SOUTHWEST ON PAVEMENT, THEN APRON FOR 0.1 KM (0.05 MI) TO JUNCTION
 CT1192'OF RAMP AND TAXIWAY AND THE STATION.
 CT1192'
 CT1192'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CT1192'DRIVEN INTO THE GROUND 1.0 METER AND INSIDE A 1-INCH PVC PIPE THAT
 CT1192'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CT1192'PIPE WITH A LOGO CAP STAMPED---MINERPORT 1988---, THE ROD IS
 CT1192'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 11.3 METERS (37.0
 CT1192'FT) SOUTHWEST FROM PAINTED TAXIWAY CENTER, 10.5 METERS (34.5 FT)
 CT1192'SOUTHEAST FROM RAMP CENTER, 3.5 METERS (11.5 FT) SOUTHWEST FROM
 CT1192'PAVEMENT EDGE AND 0.8 METER (2.5 FT) SOUTHEAST FROM A FIBERGLASS
 CT1192'WITNESS POST.
 CT1192'
 CT1192'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 CT1192'ROD DRIVEN INTO THE GROUND 1.4 METERS AND INSIDE A 1-INCH PVC PIPE
 CT1192'THAT IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC
 CT1192'PIPE WITH A LOGO CAP STAMPED---MINERPORT AZ MK 1988---, THE ROD IS
 CT1192'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 13.2 METERS (43.2
 CT1192'FT) NORTHWEST FROM RAMP CENTER, 12.6 METERS (41.3 FT) SOUTHWEST
 CT1192'FROM TAXIWAY CENTER, 3.0 METERS (10.0 FT) WEST FROM CURVED PAVEMENT
 CT1192'EDGE AND 0.8 METER (2.5 FT) NORTHEAST FROM A FIBERGLASS WITNESS
 CT1192'POST.
 CT1192'
 CT1192'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CT1192'
 CT1192'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CT1192'
 CT1192'DESCRIBED BY D.A. BOWLING.
 CT1192
 CT1192                          STATION RECOVERY (1994)
 CT1192
 CT1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CT1192'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) WEST NORTHWEST OF
 CT1192'WEATHERFORD, 3.1 MI (5.0 KM) SOUTHEAST OF MINERAL WELLS, 1.5 MI (2.4
 CT1192'KM) SOUTH OF US HIGHWAY 180, AT THE MINERAL WELLS AIRPORT AND IN THE
 CT1192'MEDIAN BETWEEN THE APRON-TAXIWAY AND RUNWAY 13/31 ABOUT 0.05 MI (0.08
 CT1192'KM) SOUTH SOUTHEAST OF THE TERMINAL BUILDING (OLD FAA BUILDING) .
 CT1192'OWNERSHIP---CITY OF MINERAL WELLS, PO BOX 339, MINERAL WELLS, TX
 CT1192'76067.  AIRPORT MANAGER IS BILL PREVITT, PHONE (817) 325-9438.  TO
 CT1192'REACH THE STATION FROM THE JUCTION OF US HIGHWAYS 180 AND 281 IN
 CT1192'MINERAL WELLS (WHICH IS 1 BLOCK SOUTH OF A MULTISTORY HOTEL BUILDING)
 CT1192', GO EAST ON US HIGHWAY 180 FOR 1.75 MI (2.82 KM) TO A CROSSROAD AT A
 CT1192'SHOPPING CENTER.  TURN RIGHT AND GO SOUTH ON FARM ROAD 1821 FOR 1.55
 CT1192'MI (2.49 KM) TO A T-ROAD.  TURN LEFT AND GO EAST ON FARM ROAD 1821 FOR
 CT1192'0.75 MI (1.21 KM) TO A CROSSROAD.  CONTINUE EAST FOR 0.25 MI (0.40 KM)
 CT1192'TO A FORK.  BEAR RIGHT AND GO SOUTHEAST ON A PAVED ROAD FOR 0.25 MI
 CT1192'(0.40 KM) TO A FORK.  KEEP RIGHT AND GO SOUTHEAST ON ROAD AND PARKING
 CT1192'LOT FOR 0.1 MI (0.2 KM) TO THE TERMINAL BUILDING.  TURN LEFT AND GO
 CT1192'SOUTHEAST, THEN RIGHT AND GO SOUTHWEST ON PAVEMENT AND APRON FOR 0.05
 CT1192'MI (0.08 KM) TO THE JUCTION OF THE RAMP AND TAXIWAY AND THE STATION .
 CT1192'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 CT1192'INTO THE GROUND 1.0 M (3.3 FT) AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 CT1192'FT (0.9 M) LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CT1192'PIPE WITH A LOGO CAP STAMPED ---MINERPORT 1988---, THE ROD IS RECESSED
 CT1192'5 CM BELOW THE GROUND SURFACE.  LOCATED 37.0 FT (11.3 M) SOUTHWEST
 CT1192'FROM TAXIWAY CENTERLINE, 34.5 FT (10.5 M) SOUTHEAST FROM RAMP CENTER,
 CT1192'11.5 FT (3.5 M) SOUTHWEST FROM PAVEMENT EDGE AND 2.5 FT (0.8 M)
 CT1192'SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 CT1192
 CT1192                          STATION RECOVERY (2003)
 CT1192
 CT1192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 CT1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1193 ***********************************************************************
 CT1193  SACS        -  This is a Secondary Airport Control Station.
 CT1193  DESIGNATION -  MINERPORT AZ MK
 CT1193  PID         -  CT1193
 CT1193  STATE/COUNTY-  TX/PALO PINTO
 CT1193  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT1193
 CT1193                         *CURRENT SURVEY CONTROL
 CT1193  ___________________________________________________________________
 CT1193* NAD 83(1993)-  32 46 46.97035(N)    098 03 13.79382(W)     ADJUSTED  
 CT1193* NAVD 88     -       293.02   (meters)     961.3    (feet)  GPS OBS   
 CT1193  ___________________________________________________________________
 CT1193  X           -    -752,070.052 (meters)                     COMP
 CT1193  Y           -  -5,315,018.081 (meters)                     COMP
 CT1193  Z           -   3,433,587.082 (meters)                     COMP
 CT1193  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 CT1193  ELLIP HEIGHT-         263.97  (meters)          (06/26/01) GPS OBS
 CT1193  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CT1193
 CT1193  HORZ ORDER  -  FIRST
 CT1193  ELLP ORDER  -  FOURTH    CLASS II
 CT1193
 CT1193.This mark is at Mineral Wells (MWL) Airport (MWL)
 CT1193
 CT1193.The horizontal coordinates were established by GPS observations
 CT1193.and adjusted by the National Geodetic Survey in September 1996..
 CT1193
 CT1193.The orthometric height was determined by GPS observations and a
 CT1193.high-resolution geoid model.
 CT1193
 CT1193.GPS derived orthometric heights for airport stations designated as
 CT1193.PACS or SACS are published to 2 decimal places.  This maintains
 CT1193.centimeter relative accuracy between the PACS and SACS.  It does
 CT1193.not indicate centimeter accuracy relative to other marks which are
 CT1193.part of the NAVD 88 network.
 CT1193
 CT1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT1193
 CT1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1193
 CT1193.The ellipsoidal height was determined by GPS observations
 CT1193.and is referenced to NAD 83.
 CT1193
 CT1193.The geoid height was determined by GEOID03.
 CT1193
 CT1193;                    North         East     Units Scale Factor Converg.
 CT1193;SPC TXNC     - 2,123,514.381   641,794.194   MT  0.99988382   +0 14 36.0
 CT1193;SPC TXNC     - 6,966,896.76  2,105,619.78   sFT  0.99988382   +0 14 36.0
 CT1193;UTM  14      - 3,627,262.577   588,607.776   MT  0.99969681   +0 30 44.3
 CT1193
 CT1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1193!SPC TXNC     -   0.99995856  x   0.99988382  =   0.99984238
 CT1193!UTM  14      -   0.99995856  x   0.99969681  =   0.99965538
 CT1193
 CT1193:                Primary Azimuth Mark                     Grid Az
 CT1193:SPC TXNC     -  MINERPORT                                315 28 18.3
 CT1193:UTM  14      -  MINERPORT                                315 12 10.0
 CT1193
 CT1193|---------------------------------------------------------------------|
 CT1193| PID    Reference Object                     Distance      Geod. Az  |
 CT1193|                                                           dddmmss.s |
 CT1193| CT1192 MINERPORT                           APPROX. 0.7 KM 3154254.3 |
 CT1193|---------------------------------------------------------------------|
 CT1193
 CT1193                          SUPERSEDED SURVEY CONTROL
 CT1193
 CT1193  ELLIP H (09/11/96)  264.04   (m)                       GP(       ) 4 2
 CT1193  NAD 83(1993)-  32 46 46.97153(N)    098 03 13.79210(W) AD(       ) 3
 CT1193  ELLIP H (02/16/96)  264.04   (m)                       GP(       ) 5 1
 CT1193  NAD 83(1993)-  32 46 46.97426(N)    098 03 13.78239(W) AD(       ) 3
 CT1193  NAD 83(1986)-  32 46 46.97512(N)    098 03 13.77775(W) AD(       ) 3
 CT1193  NAD 27      -  32 46 46.52786(N)    098 03 12.63887(W) AD(       ) 3
 CT1193  NGVD 29 (12/08/88)  292.6    (m)          960.     (f) GPS OBS        
 CT1193
 CT1193.Superseded values are not recommended for survey control.
 CT1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1193.See file dsdata.txt to determine how the superseded data were derived.
 CT1193
 CT1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8860827263(NAD 83)
 CT1193_MARKER: I = METAL ROD
 CT1193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CT1193_SP_SET: OBJECT DRIVEN INTO GROUND
 CT1193_STAMPING: MINERPORT AZ MK 1988
 CT1193_MARK LOGO: NGS   
 CT1193_PROJECTION: RECESSED 5 CENTIMETERS
 CT1193_MAGNETIC: I = MARKER IS A STEEL ROD
 CT1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1193+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 CT1193_ROD/PIPE-DEPTH: 1.4  meters
 CT1193_SLEEVE-DEPTH  : 0.9 meters
 CT1193
 CT1193  HISTORY     - Date     Condition        Report By
 CT1193  HISTORY     - 1988     MONUMENTED       NGS
 CT1193  HISTORY     - 19941226 GOOD             NGS
 CT1193  HISTORY     - 20030515 GOOD             INDIV
 CT1193
 CT1193                          STATION DESCRIPTION
 CT1193
 CT1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CT1193'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 CT1193'SOUTHEAST OF MINERAL WELLS, 2.4 KM (1.5 MI) SOUTH OF US HIGHWAY 180
 CT1193'AT THE MINERAL WELLS AIRPORT.
 CT1193'OWNERSHIP--CITY OF MINERAL WELLS, PO BOX 339, MINERAL WELLS TX
 CT1193'76067.  AIRPORT MANAGER IS BILL PREVITT, PHONE 817-325-9438.
 CT1193'
 CT1193'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180 AND 281
 CT1193'IN MINERAL WELLS, WHICH IS 1 BLOCK SOUTH OF A MULTISTORY HOTEL
 CT1193'BUILDING, GO EAST ON US HIGHWAY 180 FOR 2.8 KM (1.75 MI) TO A
 CT1193'CROSSROAD AT A SHOPPING CENTER.  TURN RIGHT AND GO SOUTH ON FARM
 CT1193'ROAD 1821 FOR 2.5 KM (1.55 MI) TO A T-ROAD.  TURN LEFT AND GO EAST
 CT1193'ON FARM ROAD 1821 FOR 1.2 KM (0.75 MI) TO A CROSSROAD.  CONTINUE
 CT1193'EAST FOR FOR 0.4 KM (0.25 MI) TO A FORK.  BEAR RIGHT AND GO
 CT1193'SOUTHEAST ON PAVED ROAD FOR 0.4 KM (0.25 MI) TO A FORK.  KEEP RIGHT
 CT1193'AND GO SOUTHEAST ON ROAD AND PARKING LOT FOR 0.2 KM (0.1 MI) TO THE
 CT1193'TERMINAL BUILDING.  TURN LEFT AND GO SOUTHEAST, THEN RIGHT AND GO
 CT1193'SOUTHWEST ON PAVEMENT AND APRON FOR 0.1 KM (0.05 MI) TO JUNCTION
 CT1193'OF RAMP AND TAXIWAY.  TURN LEFT AND GO SOUTHEAST ON TAXIWAY FOR 0.7
 CT1193'KM (0.45 MI) TO A RAMP AND THE MARK ON THE RIGHT.
 CT1193'
 CT1193'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CT1193'DRIVEN INTO THE GROUND 1.4 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 CT1193'IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE
 CT1193'WITH A LOGO CAP STAMPED---MINERPORT AZ MK 1988---, THE ROD IS
 CT1193'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 13.2 METERS (43.2
 CT1193'FT) NORTHWEST FROM RAMP CENTER, 12.6 METERS (41.3 FT) SOUTHWEST
 CT1193'FROM TAXIWAY CENTER, 3.0 METERS (10.0 FT) WEST FROM CURVED PAVEMENT
 CT1193'EDGE AND 0.8 METER (2.5 FT) NORTHEAST FROM A FIBERGLASS WITNESS
 CT1193'POST.
 CT1193'
 CT1193'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CT1193'
 CT1193'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CT1193'
 CT1193'DESCRIBED BY D.A. BOWLING.
 CT1193
 CT1193                          STATION RECOVERY (1994)
 CT1193
 CT1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CT1193'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) WEST NORTHWEST OF
 CT1193'WEATHERFORD, 3.1 MI (5.0 KM) SOUTHEAST OF MINERAL WELLS, 1.5 MI (2.4
 CT1193'KM) SOUTH OF US HIGHWAY 180 AND AT THE MINERAL WELLS AIRPORT.
 CT1193'OWNERSHIP---CITY OF MINERAL WELLS, PO BOX 339, MINERAL WELLS, TX
 CT1193'76067.  AIRPORT MANAGER IS BILL PREVITT, PHONE (817) 325-9438.  TO
 CT1193'REACH THE STATION FROM THE JUCTION OF US HIGHWAYS 180 AND 281 IN
 CT1193'MINERAL WELLS (WHICH IS 1 BLOCK SOUTH OF A MULTISTORY HOTEL BUILDING)
 CT1193', GO EAST ON US HIGHWAY 180 FOR 1.75 MI (2.82 KM) TO A CROSSROAD AT A
 CT1193'SHOPPING CENTER.  TURN RIGHT AND GO SOUTH ON FARM ROAD 1821 FOR 1.55
 CT1193'MI (2.49 KM) TO A T-ROAD.  TURN LEFT AND GO EAST ON FARM ROAD 1821 FOR
 CT1193'0.75 MI (1.21 KM) TO A CROSSROAD.  CONTINUE EAST FOR 0.25 MI (0.40 KM)
 CT1193'TO A FORK.  BEAR RIGHT AND GO SOUTHEAST ON A PAVED ROAD FOR 0.25 MI
 CT1193'(0.40 KM) TO A FORK.  KEEP RIGHT AND GO SOUTHEAST ON ROAD AND PARKING
 CT1193'LOT FOR 0.1 MI (0.2 KM) TO THE TERMINAL BUILDING.  TURN LEFT AND GO
 CT1193'SOUTHEAST, THEN RIGHT AND GO SOUTHWEST ON PAVEMENT AND APRON FOR 0.05
 CT1193'MI (0.08 KM) TO THE JUCTION OF THE RAMP AND TAXIWAY.  TURN LEFT AND GO
 CT1193'SOUTHEAST ON TAXIWAY FOR 0.45 MI (0.72 KM) TO A RAMP AND THE MARK ON
 CT1193'THE RIGHT.  THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS
 CT1193'STEEL ROD DRIVEN INTO THE GROUND 1.4 M (4.6 FT) AND INSIDE A 1-INCH
 CT1193'PVC PIPE THAT IS 3 FT (0.9 M) LONG FILLED WITH GREASE THAT IS ENCASED
 CT1193'IN A 5-INCH PVC PIPE WITH A LOGO CAP STAMPED ---MINERPORT AZ MK
 CT1193'1988---, THE ROD IS RECESSED 5 CM BELOW THE GROUND SURFACE. LOCATED
 CT1193'43.2 FT (13.2 M) NORTHWEST FROM THE RAMP CENTER, 41.3 FT (12.6 M)
 CT1193'SOUTHWEST FROM THE TAXIWAY CENTER, 10.0 FT (3.0 M) WEST FROM THE
 CT1193'CURVED PAVEMENT EDGE AND 2.5 FT (0.8 M) NORTHEAST OF A FIBERGLASS
 CT1193'WITNESS POST.
 CT1193
 CT1193                          STATION RECOVERY (2003)
 CT1193
 CT1193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 CT1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1377 ***********************************************************************
 CR1377  SACS        -  This is a Secondary Airport Control Station.
 CR1377  DESIGNATION -  MINPORT
 CR1377  PID         -  CR1377
 CR1377  STATE/COUNTY-  TX/WOOD
 CR1377  USGS QUAD   -  MINEOLA (1981)
 CR1377
 CR1377                         *CURRENT SURVEY CONTROL
 CR1377  ___________________________________________________________________
 CR1377* NAD 83(1993)-  32 44 24.05060(N)    095 29 46.73792(W)     ADJUSTED  
 CR1377* NAVD 88     -       126.97   (meters)     416.6    (feet)  GPS OBS   
 CR1377  ___________________________________________________________________
 CR1377  X           -    -514,367.955 (meters)                     COMP
 CR1377  Y           -  -5,345,517.960 (meters)                     COMP
 CR1377  Z           -   3,429,796.234 (meters)                     COMP
 CR1377  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 CR1377  ELLIP HEIGHT-         100.82  (meters)          (07/03/01) GPS OBS
 CR1377  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CR1377
 CR1377  HORZ ORDER  -  FIRST
 CR1377  ELLP ORDER  -  FOURTH    CLASS II
 CR1377
 CR1377.This mark is at Mineola-Quitman (3T1) Airport (3T1)
 CR1377
 CR1377.The horizontal coordinates were established by GPS observations
 CR1377.and adjusted by the National Geodetic Survey in July 1996..
 CR1377
 CR1377.The orthometric height was determined by GPS observations and a
 CR1377.high-resolution geoid model.
 CR1377
 CR1377.GPS derived orthometric heights for airport stations designated as
 CR1377.PACS or SACS are published to 2 decimal places.  This maintains
 CR1377.centimeter relative accuracy between the PACS and SACS.  It does
 CR1377.not indicate centimeter accuracy relative to other marks which are
 CR1377.part of the NAVD 88 network.
 CR1377
 CR1377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1377
 CR1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1377
 CR1377.The ellipsoidal height was determined by GPS observations
 CR1377.and is referenced to NAD 83.
 CR1377
 CR1377.The geoid height was determined by GEOID03.
 CR1377
 CR1377;                    North         East     Units Scale Factor Converg.
 CR1377;SPC TXNC     - 2,123,047.327   881,454.213   MT  0.99988732   +1 38 17.5
 CR1377;SPC TXNC     - 6,965,364.44  2,891,904.36   sFT  0.99988732   +1 38 17.5
 CR1377;UTM  15      - 3,625,222.362   266,092.080   MT  1.00027470   -1 21 02.5
 CR1377
 CR1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1377!SPC TXNC     -   0.99998417  x   0.99988732  =   0.99987149
 CR1377!UTM  15      -   0.99998417  x   1.00027470  =   1.00025887
 CR1377
 CR1377:                Primary Azimuth Mark                     Grid Az
 CR1377:SPC TXNC     -  MINPORT AZ MK                            000 09 00.1
 CR1377:UTM  15      -  MINPORT AZ MK                            003 08 20.1
 CR1377
 CR1377|---------------------------------------------------------------------|
 CR1377| PID    Reference Object                     Distance      Geod. Az  |
 CR1377|                                                           dddmmss.s |
 CR1377| CR1378 MINPORT AZ MK                       APPROX. 0.6 KM 0014717.6 |
 CR1377|---------------------------------------------------------------------|
 CR1377
 CR1377                          SUPERSEDED SURVEY CONTROL
 CR1377
 CR1377  ELLIP H (07/25/96)  100.85   (m)                       GP(       ) 4 2
 CR1377  NAD 83(1993)-  32 44 24.05567(N)    095 29 46.73631(W) AD(       ) 3
 CR1377  ELLIP H (02/16/96)  100.93   (m)                       GP(       ) 5 1
 CR1377  ELLIP H (01/21/93)  100.61   (m)                       GP(       ) 4 2
 CR1377  NAD 83(1986)-  32 44 24.05872(N)    095 29 46.71961(W) AD(       ) 3
 CR1377  NAD 27      -  32 44 23.56846(N)    095 29 45.87661(W) AD(       ) 3
 CR1377  NGVD 29 (12/08/88)  127.0    (m)          417.     (f) GPS OBS        
 CR1377
 CR1377.Superseded values are not recommended for survey control.
 CR1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1377.See file dsdata.txt to determine how the superseded data were derived.
 CR1377
 CR1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6609225222(NAD 83)
 CR1377_MARKER: I = METAL ROD
 CR1377_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1377_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1377_STAMPING: MINPORT 1987
 CR1377_MARK LOGO: NGS   
 CR1377_PROJECTION: FLUSH
 CR1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1377+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 CR1377_ROD/PIPE-DEPTH: 8.0  meters
 CR1377_SLEEVE-DEPTH  : 0.90 meters
 CR1377
 CR1377  HISTORY     - Date     Condition        Report By
 CR1377  HISTORY     - 1987     MONUMENTED       NGS
 CR1377  HISTORY     - 19880128 GOOD
 CR1377  HISTORY     - 19941129 GOOD             NGS
 CR1377  HISTORY     - 19950810 GOOD             USPSQD
 CR1377
 CR1377                          STATION DESCRIPTION
 CR1377
 CR1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1377'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) NORTH OF MINEOLA, AND 6 KM
 CR1377'(3.75 MI) SOUTHWEST OF QUITMAN, AT THE MINEOLA-QUITMAN AIRPORT.
 CR1377'OWNERSHIP-- WOOD COUNTY C/O BILL ROBERTS, WOOD COUNTY
 CR1377'COURTHOUSE,QUITMAN, TX 75783.  TELEPHONE NUMBER 214-763-2716.
 CR1377'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 CR1377'HIGHWAY 37 AT THE NORTH EDGE OF MINEOLA.  GO NORTH ON STATE HIGHWAY
 CR1377'37 FOR 7.2 KM (4.45 MI) TO WOOD COUNTY ROAD 2330 ON THE LEFT.  TURN
 CR1377'LEFT AND GO WEST ON THE ROAD 2330 FOR 1.0 KM (0.60 MI) TO A FORK.
 CR1377'KEEP LEFT AT THE FORK, WEST, FOR 0.9 KM (0.55 MI) TO THE AIRPORT
 CR1377'ADMINISTRATION BUILDING.  GO SOUTHWEST ACROSS THE APRON FOR 0.2 KM
 CR1377'(0.10 MI) TO THE INTERSECTION OF THE TAXIWAY AND RUNWAY, AND
 CR1377'THESTATION ON THE NORTH SIDE OF THE TAXIWAY.
 CR1377'THE STATION MARK IS SET 23.8 M (78.1 FT) EAST OF THE CENTERLINE OF
 CR1377'THE RUNWAY, 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF THE CONNECTOR
 CR1377'AT THE HOLDING BARS, AND 8.8 M (28.9 FT) A SMALL SLAB OF CONCRETE
 CR1377'WITHDUCK 24 WRITTEN ON IT.
 CR1377'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1377'DESCRIBED BY B.L.L.
 CR1377
 CR1377                          STATION RECOVERY (1988)
 CR1377
 CR1377'RECOVERED 1988
 CR1377'RECOVERED IN GOOD CONDITION.
 CR1377
 CR1377                          STATION RECOVERY (1994)
 CR1377
 CR1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1377'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) NORTH OF MINEOLA, 6 KM
 CR1377'(3.70 MI) SOUTHWEST OF QUITMAN, AT THE MINEOLA-QUITMAN AIRPORT, IN THE
 CR1377'NORTHEAST QUADRANT OF THE JUNCTION OF THE RUNWAY AND THE CONNECTOR
 CR1377'TAXI FROM THE APRON.  OWNERSHIP-- WOOD COUNTY, WOOD COUNTY COURTHOUSE,
 CR1377'QUITMAN, TX 75783.  PHONE 903-763-2716.  AIRPORT MANAGER IS TIM
 CR1377'MORROW.  PHONE 903-768-2000.  TO REACH FROM THE JUNCTION OF U.S.
 CR1377'HIGHWAY 69 AND STATE HIGHWAY 37 AT THE NORTH EDGE OF MINEOLA, GO NORTH
 CR1377'ON STATE HIGHWAY 37 FOR 7.2 KM (4.45 MI) TO WOOD COUNTY ROAD 2330 ON
 CR1377'THE LEFT.  TURN LEFT, WEST, ON COUNTY ROAD 2330 FOR 1.0 KM (0.60 MI)
 CR1377'TO A FORK.  BEAR LEFT, WEST ON THE ROAD FOR 0.4 KM (0.25 MI) TO A
 CR1377'FORK.  BEAR RIGHT, WEST, ON COUNTY ROAD 2355 FOR 0.12 KM (0.05 MI) TO
 CR1377'A GATE.  PASS THROUGH THE GATE, WEST ON COUNTY ROAD 2355 FOR 0.35 KM
 CR1377'(0.20 MI) TO THE AIRPORT ADMINISTRATION BUILDING AND APRON.  TURN
 CR1377'LEFT, SOUTHWEST, ACROSS THE APRON FOR 0.12 KM (0.05 MI) TO THE TAXI.
 CR1377'TURN RIGHT, WEST, ON TAXI FOR 0.08 KM (0.05 MI) TO THE RUNWAY AND THE
 CR1377'STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 CR1377'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 CR1377'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 CR1377'SET FLUSH WITH THE GROUND.  IT IS 23.8 M (78.1 FT) EAST OF THE CENTER
 CR1377'OF THE RUNWAY, 14.0 M (45.9 FT) NORTH OF THE CENTER OF THE CONNECTOR
 CR1377'AT THE HOLDING BARS, 8.8 M (28.9 FT) A SMALL CONCRETE PAD WITH DUCK 24
 CR1377'WRITTEN ON IT, AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 CR1377'DESCRIBED BY D.G.  AUG  NOTE SLEEVE DEPTH DOES NOT MEET CLASS A
 CR1377'REQUIREMENTS  THIS STATION IS A SACS STATION
 CR1377
 CR1377                          STATION RECOVERY (1995)
 CR1377
 CR1377'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1378 ***********************************************************************
 CR1378  SACS        -  This is a Secondary Airport Control Station.
 CR1378  DESIGNATION -  MINPORT AZ MK
 CR1378  PID         -  CR1378
 CR1378  STATE/COUNTY-  TX/WOOD
 CR1378  USGS QUAD   -  MINEOLA (1981)
 CR1378
 CR1378                         *CURRENT SURVEY CONTROL
 CR1378  ___________________________________________________________________
 CR1378* NAD 83(1993)-  32 44 44.65079(N)    095 29 45.97688(W)     ADJUSTED  
 CR1378* NAVD 88     -       123.38   (meters)     404.8    (feet)  GPS OBS   
 CR1378  ___________________________________________________________________
 CR1378  X           -    -514,315.067 (meters)                     COMP
 CR1378  Y           -  -5,345,175.189 (meters)                     COMP
 CR1378  Z           -   3,430,328.067 (meters)                     COMP
 CR1378  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CR1378  ELLIP HEIGHT-          97.23  (meters)          (07/03/01) GPS OBS
 CR1378  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CR1378
 CR1378  HORZ ORDER  -  FIRST
 CR1378  ELLP ORDER  -  FOURTH    CLASS II
 CR1378
 CR1378.This mark is at Mineola-Quitman (3T1) Airport (3T1)
 CR1378
 CR1378.The horizontal coordinates were established by GPS observations
 CR1378.and adjusted by the National Geodetic Survey in July 1996..
 CR1378
 CR1378.The orthometric height was determined by GPS observations and a
 CR1378.high-resolution geoid model.
 CR1378
 CR1378.GPS derived orthometric heights for airport stations designated as
 CR1378.PACS or SACS are published to 2 decimal places.  This maintains
 CR1378.centimeter relative accuracy between the PACS and SACS.  It does
 CR1378.not indicate centimeter accuracy relative to other marks which are
 CR1378.part of the NAVD 88 network.
 CR1378
 CR1378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1378
 CR1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1378
 CR1378.The ellipsoidal height was determined by GPS observations
 CR1378.and is referenced to NAD 83.
 CR1378
 CR1378.The geoid height was determined by GEOID03.
 CR1378
 CR1378;                    North         East     Units Scale Factor Converg.
 CR1378;SPC TXNC     - 2,123,682.162   881,455.875   MT  0.99988679   +1 38 17.9
 CR1378;SPC TXNC     - 6,967,447.23  2,891,909.82   sFT  0.99988679   +1 38 17.9
 CR1378;UTM  15      - 3,625,856.492   266,126.856   MT  1.00027449   -1 21 02.8
 CR1378
 CR1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1378!SPC TXNC     -   0.99998473  x   0.99988679  =   0.99987153
 CR1378!UTM  15      -   0.99998473  x   1.00027449  =   1.00025922
 CR1378
 CR1378:                Primary Azimuth Mark                     Grid Az
 CR1378:SPC TXNC     -  MINPORT                                  180 09 00.1
 CR1378:UTM  15      -  MINPORT                                  183 08 20.8
 CR1378
 CR1378|---------------------------------------------------------------------|
 CR1378| PID    Reference Object                     Distance      Geod. Az  |
 CR1378|                                                           dddmmss.s |
 CR1378| CR1377 MINPORT                             APPROX. 0.6 KM 1814718.0 |
 CR1378|---------------------------------------------------------------------|
 CR1378
 CR1378                          SUPERSEDED SURVEY CONTROL
 CR1378
 CR1378  ELLIP H (07/25/96)   97.27   (m)                       GP(       ) 4 2
 CR1378  NAD 83(1993)-  32 44 44.65593(N)    095 29 45.97519(W) AD(       ) 3
 CR1378  ELLIP H (02/16/96)   97.34   (m)                       GP(       ) 5 1
 CR1378  ELLIP H (01/21/93)   97.01   (m)                       GP(       ) 4 2
 CR1378  NAD 83(1986)-  32 44 44.65899(N)    095 29 45.95848(W) AD(       ) 3
 CR1378  NAD 27      -  32 44 44.16924(N)    095 29 45.11543(W) AD(       ) 3
 CR1378  NGVD 29 (12/08/88)  123.4    (m)          405.     (f) GPS OBS        
 CR1378
 CR1378.Superseded values are not recommended for survey control.
 CR1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1378.See file dsdata.txt to determine how the superseded data were derived.
 CR1378
 CR1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6612725856(NAD 83)
 CR1378_MARKER: I = METAL ROD
 CR1378_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1378_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1378_STAMPING: MINPORT AZ MK 1987
 CR1378_MARK LOGO: NGS   
 CR1378_PROJECTION: FLUSH
 CR1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1378+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 CR1378_ROD/PIPE-DEPTH: 8.0  meters
 CR1378_SLEEVE-DEPTH  : 0.90 meters
 CR1378
 CR1378  HISTORY     - Date     Condition        Report By
 CR1378  HISTORY     - 1987     MONUMENTED       NGS
 CR1378  HISTORY     - 19880128 GOOD
 CR1378  HISTORY     - 19941129 GOOD             NGS
 CR1378  HISTORY     - 19950810 GOOD             USPSQD
 CR1378
 CR1378                          STATION DESCRIPTION
 CR1378
 CR1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1378'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) NORTH OF MINEOLA, AND 6 KM
 CR1378'(3.75 MI) SOUTHWEST OF QUITMAN, AT THE MINEOLA-QUITMAN AIRPORT.
 CR1378'OWNERSHIP-- WOOD COUNTY C/O BILL ROBERTS, WOOD COUNTY
 CR1378'COURTHOUSE,QUITMAN, TX 75783.  TELEPHONE NUMBER 214-763-2716.
 CR1378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 CR1378'HIGHWAY 37 AT THE NORTH EDGE OF MINEOLA.  GO NORTH ON STATE HIGHWAY
 CR1378'37 FOR 7.2 KM (4.45 MI) TO WOOD COUNTY ROAD 2330 ON THE LEFT.  TURN
 CR1378'LEFT AND GO WEST ON THE ROAD 2330 FOR 1.0 KM (0.60 MI) TO A FORK.
 CR1378'KEEP LEFT AT THE FORK, WEST, FOR 0.9 KM (0.55 MI) TO THE AIRPORT
 CR1378'ADMINISTRATION BUILDING.  GO SOUTHWEST ACROSS THE APRON FOR 0.2 KM
 CR1378'(0.10 MI) TO THE INTERSECTION OF THE TAXIWAY AND RUNWAY.  GO SOUTH
 CR1378'ALONG THE RUNWAY FOR 0.7 KM (0.45 MI) TO THE MARK ON THE SOUTH SIDEOF
 CR1378'THE HOLDING APRON, AT THE NORTH END OF THE RUNWAY.
 CR1378'THE MARK IS 18.5 M (60.7 FT) EAST OF THE CENTERLINE OF THE RUNWAY,
 CR1378'10.5 M (34.4 FT) SOUTH OF THE SOUTH EDGE OF THE APRON, 8.5 M
 CR1378'(27.9 FT) SOUTHEAST OF THE INSIDE CENTER OF A CURVE, AND 0.3 M(1.0 FT)
 CR1378'WEST OF A WITNESS POST.
 CR1378'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1378'DESCRIBED BY V.L.F.
 CR1378
 CR1378                          STATION RECOVERY (1988)
 CR1378
 CR1378'RECOVERED 1988
 CR1378'RECOVERED IN GOOD CONDITION.
 CR1378
 CR1378                          STATION RECOVERY (1994)
 CR1378
 CR1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1378'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) NORTH OF MINEOLA, 6 KM
 CR1378'(3.70 MI) SOUTHWEST OF QUITMAN, AT THE MINEOLA-QUITMAN AIRPORT, IN
 CR1378'GRASS ON THE SOUTH SIDE OF THE HOLDING APRON AT RUNWAY END 18.
 CR1378'OWNERSHIP--WOOD COUNTY, WOOD COUNTY COURTHOUSE, QUITMAN, TX 75783.
 CR1378'PHONE 903-763-2716.  AIRPORT MANAGER IS TIM MORROW.  PHONE
 CR1378'903-768-2000.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 69 AND
 CR1378'STATE HIGHWAY 37 AT THE NORTH EDGE OF MINEOLA, GO NORTH ON STATE
 CR1378'HIGHWAY 37 FOR 7.2 KM (4.45 MI) TO WOOD COUNTY ROAD 2330 ON THE LEFT.
 CR1378'TURN LEFT, WEST, ON COUNTY ROAD 2330 FOR 1.0 KM (0.60 MI) TO A FORK.
 CR1378'BEAR LEFT, WEST ON THE ROAD FOR 0.4 KM (0.25 MI) TO A FORK. BEAR
 CR1378'RIGHT, WEST, ON COUNTY ROAD 2355 FOR 0.12 KM (0.05 MI) TO A GATE.
 CR1378'PASS THROUGH THE GATE, WEST ON COUNTY ROAD 2355 FOR 0.35 KM (0.20 MI)
 CR1378'TO THE AIRPORT ADMINISTRATION BUILDING AND APRON.  TURN LEFT,
 CR1378'SOUTHWEST, ACROSS THE APRON FOR 0.12 KM (0.05 MI) TO THE TAXI. TURN
 CR1378'RIGHT, WEST, ON TAXI FOR 0.08 KM (0.05 MI) TO THE RUNWAY.  TURN RIGHT,
 CR1378'NORTH, ALONG RUNWAY FOR 0.65 KM (0.40 MI) TO THE STATION ON THE RIGHT.
 CR1378'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 CR1378'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 CR1378'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 CR1378'IS 18.5 M (60.7 FT) EAST OF THE CENTER OF THE RUNWAY, 10.5 M (34.4 FT)
 CR1378'SOUTH OF THE SOUTH EDGE OF THE APRON, 8.5 M (27.9 FT) SOUTHEAST OF THE
 CR1378'INSIDE CENTER OF THE CURVE IN THE APRON, AND 0.3 M (1.0 FT) WEST OF A
 CR1378'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG  NOTE THE SLEEVE
 CR1378'DEPTH DOES NOT MEET CLASS A REQUIREMENTS  THE STATION IS A SACS
 CR1378'STATION.
 CR1378
 CR1378                          STATION RECOVERY (1995)
 CR1378
 CR1378'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1492 ***********************************************************************
 BL1492  DESIGNATION -  MINS
 BL1492  PID         -  BL1492
 BL1492  STATE/COUNTY-  TX/GRIMES
 BL1492  USGS QUAD   -  STONEHAM (1961)
 BL1492
 BL1492                         *CURRENT SURVEY CONTROL
 BL1492  ___________________________________________________________________
 BL1492* NAD 83(1993)-  30 19 34.19846(N)    095 58 16.74831(W)     ADJUSTED  
 BL1492* NAVD 88     -       124.49   (+/-2cm)     408.4    (feet)  VERTCON   
 BL1492  ___________________________________________________________________
 BL1492  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BL1492  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1492
 BL1492  HORZ ORDER  -  FIRST
 BL1492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1492
 BL1492.The horizontal coordinates were established by classical geodetic methods
 BL1492.and adjusted by the National Geodetic Survey in February 1996..
 BL1492
 BL1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1492.The vertical order pertains to the NGVD 29 superseded value.
 BL1492
 BL1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1492
 BL1492.The geoid height was determined by GEOID03.
 BL1492
 BL1492;                    North         East     Units Scale Factor Converg.
 BL1492;SPC TX C     - 3,081,333.139 1,119,363.230   MT  0.99995067   +2 14 48.1
 BL1492;SPC TX C     -10,109,340.47  3,672,444.20   sFT  0.99995067   +2 14 48.1
 BL1492;SPC TXSC     - 4,280,056.413   891,236.946   MT  1.00001265   +1 29 01.6
 BL1492;SPC TXSC     -14,042,151.75  2,923,999.88   sFT  1.00001265   +1 29 01.6
 BL1492;UTM  15      - 3,358,670.713   214,301.728   MT  1.00060711   -1 30 04.7
 BL1492;UTM  14      - 3,358,816.730   791,216.259   MT  1.00064639   +1 31 49.2
 BL1492
 BL1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1492!SPC TX C     -   0.99998470  x   0.99995067  =   0.99993538
 BL1492!SPC TXSC     -   0.99998470  x   1.00001265  =   0.99999735
 BL1492!UTM  15      -   0.99998470  x   1.00060711  =   1.00059181
 BL1492!UTM  14      -   0.99998470  x   1.00064639  =   1.00063108
 BL1492
 BL1492:                Primary Azimuth Mark                     Grid Az
 BL1492:SPC TX C     -  GALVESTON WACO AIRWAY BEACON 9           142 02 02.6
 BL1492:SPC TXSC     -  GALVESTON WACO AIRWAY BEACON 9           142 47 49.1
 BL1492:UTM  15      -  GALVESTON WACO AIRWAY BEACON 9           145 46 55.4
 BL1492:UTM  14      -  GALVESTON WACO AIRWAY BEACON 9           142 45 01.5
 BL1492
 BL1492|---------------------------------------------------------------------|
 BL1492| PID    Reference Object                     Distance      Geod. Az  |
 BL1492|                                                           dddmmss.s |
 BL1492| BL2259 GALVESTON WACO AIRWAY BEACON 9      APPROX. 9.6 KM 1441650.7 |
 BL1492| BL1491 MINS AZ MK 2                                       2110751.4 |
 BL1492| CV8859 MINS AZ MK                                         2224804.3 |
 BL1492| CV8861 MINS RM 4                                          26750     |
 BL1492| BL1493 MINS RM 1                            48.786 METERS 26751     |
 BL1492| BM0977 WACO GALVESTON AIRWAY BCN 10        APPROX.14.4 KM 2920714.4 |
 BL1492| BM0976 NAVASOTA MISSOURI PAC RY CO TK      APPROX.12.0 KM 2964754.5 |
 BL1492| BM0969 NAVASOTA FRIENDSHIP BAP CH          APPROX.12.3 KM 2985454.4 |
 BL1492| BM0964 NAVASOTA FIRST PRESB CH SPIRE       APPROX.13.0 KM 3013517.1 |
 BL1492| BM0971 NAVASOTA SCHUMACHER OIL SPIPE       APPROX.13.4 KM 3014108.7 |
 BL1492| BL1494 MINS RM 2                            75.096 METERS 33842     |
 BL1492|---------------------------------------------------------------------|
 BL1492
 BL1492                          SUPERSEDED SURVEY CONTROL
 BL1492
 BL1492  NAD 83(1986)-  30 19 34.21252(N)    095 58 16.73111(W) AD(       ) 1
 BL1492  NAD 27      -  30 19 33.46300(N)    095 58 15.89400(W) AD(       ) 1
 BL1492  NGVD 29 (??/??/92)  124.468  (m)          408.36   (f) ADJ UNCH    2 0
 BL1492
 BL1492.Superseded values are not recommended for survey control.
 BL1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1492.See file dsdata.txt to determine how the superseded data were derived.
 BL1492
 BL1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1430258671(NAD 83)
 BL1492_MARKER: DS = TRIANGULATION STATION DISK
 BL1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1492_STAMPING: MINS 1935
 BL1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1492+STABILITY: SURFACE MOTION
 BL1492
 BL1492  HISTORY     - Date     Condition        Report By
 BL1492  HISTORY     - 1935     MONUMENTED       CGS
 BL1492  HISTORY     - 1937     GOOD             TXHD
 BL1492  HISTORY     - 1943     MARK NOT FOUND   CGS
 BL1492  HISTORY     - 1944     GOOD             BGCO
 BL1492  HISTORY     - 1952     GOOD             CGS
 BL1492  HISTORY     - 1954     GOOD             CGS
 BL1492  HISTORY     - 1954     GOOD             NGS
 BL1492  HISTORY     - 1966     GOOD             CGS
 BL1492  HISTORY     - 1966     GOOD             NGS
 BL1492  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1492
 BL1492                          STATION DESCRIPTION
 BL1492
 BL1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1492'THIS STATION IS ABOUT 9 MILES SE OF NAVASOTA, ABOUT 1 MILE
 BL1492'SW OF YARBORO AND 10 MILES S OF ANDERSON ON LAND OWNED BY
 BL1492'W.C. MINS.  THE MARK IS SET IN THE BARNYARD, 21 FEET W OF
 BL1492'THE SW CORNER OF A SMALL BARN, 216 FEET N OF THE SW CORNER
 BL1492'OF HOUSE OCCUPIED BY A MR. BECKER, 25 FEET E OF CENTER LINE
 BL1492'OF ROAD LEADING TO A TENANT HOUSE.
 BL1492'
 BL1492'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL1492'BRONZE DISKS SET IN CONCRETE.
 BL1492'
 BL1492'REFERENCE MARK NO. 1 IS W OF THE STATION, 1 FOOT W OF GARDEN
 BL1492'FENCE.  REFERENCE MARK NO. 2 IS NNW OF THE STATION, 35 FEET
 BL1492'NNW OF A LARGE, LEANING OAK TREE, 1 FOOT S OF GARDEN FENCE.
 BL1492'
 BL1492'AZIMUTH MARK IS SW OF THE STATION ON THE S EDGE OF FARM
 BL1492'LANE.  IT IS 0.2 MILE SSW OF MR. BECKERS HOUSE, 8 FEET S OF
 BL1492'THE CENTER LINE OF THE LANE.  ALL MARKS ARE FLUSH WITH THE
 BL1492'SURFACE.
 BL1492'
 BL1492'REACHED FROM NAVASOTA, INTERSECTION OF STATE HIGHWAYS 6 AND
 BL1492'90, GO SE ON HIGHWAY 6 FOR 1 MILE TO INTERSECTION WITH TEXAS
 BL1492'105, HERE TURN LEFT ON TEXAS 105, GO 7.3 MILES TO SIDE ROAD TO
 BL1492'THE RIGHT.  HERE TURN RIGHT AND GO 1.1 MILES TO A LARGE WHITE
 BL1492'HOUSE ON THE LEFT AT FORKS, GO THROUGH GATE AT S SIDE OF BARN
 BL1492'AND FOLLOW FARM LANE ABOUT 0.3 MILE TO MR. BECKERS RESIDENCE.
 BL1492'STATION IS 216 FEET N OF HIS HOUSE.
 BL1492'
 BL1492'A 90-FOOT TOWER WAS USED.
 BL1492'
 BL1492'ALL LIGHTS COME INTO VIEW AT 20 FEET.
 BL1492
 BL1492                          STATION RECOVERY (1937)
 BL1492
 BL1492'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL1492'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 BL1492
 BL1492                          STATION RECOVERY (1943)
 BL1492
 BL1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 BL1492'STATION SEARCHED FOR BUT NOT RECOVERED.  STATE HIGHWAY 105
 BL1492'HAS BEEN CHANGED.
 BL1492
 BL1492                          STATION RECOVERY (1944)
 BL1492
 BL1492'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944
 BL1492'PREVIOUS DESCRIPTION CORRECT WITH EXCEPTION OF LANDMARKS
 BL1492'HAVING BEEN CHANGED SLIGHTLY.
 BL1492'
 BL1492'REFERENCE MARK 2 FOUND IN GOOD CONDITION, UNABLE TO FIND REFERENCE
 BL1492'MARK 1 AFTER ONE-HOUR SEARCH.
 BL1492
 BL1492                          STATION RECOVERY (1952)
 BL1492
 BL1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1492'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 BL1492'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 BL1492'MARK WAS ESTABLISHED.  A DIFFERENCE WAS FOUND IN THE DISTANCE
 BL1492'TO REFERENCE MARK NO. 2.
 BL1492'
 BL1492'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL1492'
 BL1492'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHEAST OF NAVASOTA IN
 BL1492'A PASTURE ON THE HIGHEST POINT OF A HILL JUST NORTH OF A STOCK
 BL1492'FEEDING LOT, 30 FEET EAST OF THE NORTHEAST CORNER OF A TIN SHED
 BL1492'AND 6 FEET NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE LINE.  IT
 BL1492'IS STAMPED MINS 1935 AND IS FLUSH WITH THE GROUND SURFACE.
 BL1492'
 BL1492'REFERENCE MARK NO. 1 IS ON THE SUMMIT OF HILL, 71 FEET WEST OF
 BL1492'THE NORTHWEST CORNER OF A TIN SHED.  IT IS STAMPED MINS NO 1
 BL1492'1935 AND PROJECTS 1 INCH.
 BL1492'
 BL1492'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF HILL AND IS ABOUT
 BL1492'9 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 BL1492'MINS NO 2 1935 AND PROJECTS 2 INCHES.
 BL1492'
 BL1492'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 246.68
 BL1492'FEET.
 BL1492'
 BL1492'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 20 FEET NORTH OF
 BL1492'THE CENTER OF ROAD, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE
 BL1492'AND 1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED MINS 1935
 BL1492'RESET 1952 AND PROJECTS 8 INCHES.
 BL1492'
 BL1492'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK EAST OF THE
 BL1492'POST OFFICE IN NAVASOTA, GO SOUTH ON STATE HIGHWAYS 105 AND 6 FOR
 BL1492'0.9 MILE TO THE JUNCTION OF THESE HIGHWAYS, TURN LEFT AND GO EAST
 BL1492'ON STATE HIGHWAY 105 FOR 5.7 MILES TO A T ROAD RIGHT.  TURN
 BL1492'RIGHT ACROSS RAILROAD TRACKS AND GO SOUTH ON DIRT ROAD FOR
 BL1492'1.4 MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE SOUTH AND
 BL1492'SOUTHEAST FOR 1.1 MILES TO A FORK, TAKE LEFT FORK AND GO
 BL1492'EAST ON GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON LEFT
 BL1492'AS DESCRIBED.  CONTINUE EAST FOR 0.05 MILE TO A WOODEN GATE
 BL1492'ON LEFT, TURN LEFT THROUGH GATE AND GO NORTH ACROSS PASTURE
 BL1492'FOR 0.2 MILE TO HIGHEST POINT OF HILL AND STATION JUST
 BL1492'NORTH OF FEEDING LOT AS DESCRIBED.
 BL1492
 BL1492                          STATION RECOVERY (1954)
 BL1492
 BL1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL1492'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1492'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 2.5 MILES
 BL1492'SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG
 BL1492'A PRIVATE GRAVELED ROAD, THENCE 0.25 MILE NORTH TO THE TOP
 BL1492'OF A HILL, 30 FEET EAST OF THE NORTHEAST CORNER OF A SHEET
 BL1492'METAL SHED, 6 FEET NORTH OF A FENCE, A TRIANGULATION STATION
 BL1492'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BL1492'THE GROUND, STAMPED MINS 1935.
 BL1492'
 BL1492'MINS R.M. 1 IS 160.0 FEET WEST OF TRIANGULATION STATION MINS
 BL1492'1935, 71 FEET WEST OF THE NORTHWEST CORNER OF A SHEET METAL
 BL1492'SHED, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 BL1492'WHICH IS FLUSH WITH THE GROUND, STAMPED MINS NO 1 1935.
 BL1492'
 BL1492'MINS R.M. 2 IS 247.0 FEET NORTHWEST OF TRIANGULATION STATION
 BL1492'MINS 1935, 63 FEET EAST OF THE SOUTHEAST CORNER OF AN OLD
 BL1492'ABANDONED HOUSE, 34 FEET NORTH OF A LARGE LEANING OAK TREE,
 BL1492'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BL1492'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED MINS NO 2 1935.
 BL1492'
 BL1492'MINS 1935 AZIMUTH RESET 1952 IS 0.2 MILE SOUTHWEST OF TRIANGULATION
 BL1492'STATION MINS 1935, 22 FEET NORTH OF THE CENTER LINE OF A ROAD,
 BL1492'1 FOOT SOUTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, AN
 BL1492'AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BL1492'PROJECTS 0.8 FOOT ABOVE THE GROUND, STAMPED MINS 1935 RESET
 BL1492'1952.
 BL1492
 BL1492                          STATION RECOVERY (1954)
 BL1492
 BL1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1492'9.9 MI SE FROM NAVASOTA.
 BL1492'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1492'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 2.5 MILES SOUTH ALONG A
 BL1492'GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG A PRIVATE GRAVELED ROAD,
 BL1492'THENCE 0.25 MILE NORTH TO THE TOP OF A HILL, 30 FEET EAST OF THE
 BL1492'NORTHEAST CORNER OF A SHEET METAL SHED, 6 FEET NORTH OF A FENCE, SET
 BL1492'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BL1492
 BL1492                          STATION RECOVERY (1966)
 BL1492
 BL1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 BL1492'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 BL1492'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1952 RECOVERY NOTE
 BL1492'DESCRIPTION AND THE TO REACH ARE ADEQUATE FOR RECOVERY.
 BL1492
 BL1492                          STATION RECOVERY (1966)
 BL1492
 BL1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL1492'RECOVERED IN GOOD CONDITION.
 BL1492
 BL1492                          STATION RECOVERY (1999)
 BL1492
 BL1492'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1491 ***********************************************************************
 BL1491  DESIGNATION -  MINS AZ MK 2
 BL1491  PID         -  BL1491
 BL1491  STATE/COUNTY-  TX/GRIMES
 BL1491  USGS QUAD   -  STONEHAM (1961)
 BL1491
 BL1491                         *CURRENT SURVEY CONTROL
 BL1491  ___________________________________________________________________
 BL1491* NAD 83(1986)-  30 19 23.     (N)    095 58 24.     (W)     SCALED    
 BL1491* NAVD 88     -       117.16   (+/-2cm)     384.4    (feet)  VERTCON   
 BL1491  ___________________________________________________________________
 BL1491  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1491
 BL1491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1491
 BL1491.The horizontal coordinates were scaled from a topographic map and have
 BL1491.an estimated accuracy of +/- 6 seconds.
 BL1491
 BL1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1491.The vertical order pertains to the NGVD 29 superseded value.
 BL1491
 BL1491.The geoid height was determined by GEOID03.
 BL1491
 BL1491;                    North         East    Units  Estimated Accuracy
 BL1491;SPC TX C     - 3,080,980.    1,119,180.      MT  (+/- 180 meters Scaled)
 BL1491
 BL1491                          SUPERSEDED SURVEY CONTROL
 BL1491
 BL1491  NGVD 29 (??/??/92)  117.142  (m)          384.32   (f) ADJ UNCH    2 0
 BL1491
 BL1491.Superseded values are not recommended for survey control.
 BL1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1491.See file dsdata.txt to determine how the superseded data were derived.
 BL1491
 BL1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP140583(NAD 83)
 BL1491_MARKER: DZ = AZIMUTH MARK DISK
 BL1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1491_STAMPING: MINS 1935 RESET 1952
 BL1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1491+STABILITY: SURFACE MOTION
 BL1491
 BL1491  HISTORY     - Date     Condition        Report By
 BL1491  HISTORY     - 1952     MONUMENTED       CGS
 BL1491  HISTORY     - 1954     GOOD             NGS
 BL1491  HISTORY     - 1966     GOOD             NGS
 BL1491  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1491
 BL1491                          STATION DESCRIPTION
 BL1491
 BL1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1491'9.55 MI SE FROM NAVASOTA.
 BL1491'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1491'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 2.5 MILES SOUTH ALONG A
 BL1491'GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A PRIVATE ROAD, 22 FEET
 BL1491'NORTH OF THE CENTER LINE OF A ROAD, 1 FOOT SOUTH OF A FENCE, 1.4 FEET
 BL1491'EAST OF A WITNESS POST, 0.2 MILE SOUTHWEST OF TRIANGULATION STATION
 BL1491'MINS 1935, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 BL1491'ABOVE THE GROUND.
 BL1491
 BL1491                          STATION RECOVERY (1966)
 BL1491
 BL1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL1491'RECOVERED IN GOOD CONDITION.
 BL1491
 BL1491                          STATION RECOVERY (1999)
 BL1491
 BL1491'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1493 ***********************************************************************
 BL1493  DESIGNATION -  MINS RM 1
 BL1493  PID         -  BL1493
 BL1493  STATE/COUNTY-  TX/GRIMES
 BL1493  USGS QUAD   -  STONEHAM (1961)
 BL1493
 BL1493                         *CURRENT SURVEY CONTROL
 BL1493  ___________________________________________________________________
 BL1493* NAD 83(1986)-  30 19 34.     (N)    095 58 19.     (W)     SCALED    
 BL1493* NAVD 88     -       124.13   (+/-2cm)     407.2    (feet)  VERTCON   
 BL1493  ___________________________________________________________________
 BL1493  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1493
 BL1493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1493
 BL1493.The horizontal coordinates were scaled from a topographic map and have
 BL1493.an estimated accuracy of +/- 6 seconds.
 BL1493
 BL1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1493.The vertical order pertains to the NGVD 29 superseded value.
 BL1493
 BL1493.The geoid height was determined by GEOID03.
 BL1493
 BL1493;                    North         East    Units  Estimated Accuracy
 BL1493;SPC TX C     - 3,081,330.    1,119,300.      MT  (+/- 180 meters Scaled)
 BL1493
 BL1493                          SUPERSEDED SURVEY CONTROL
 BL1493
 BL1493  NGVD 29 (??/??/92)  124.109  (m)          407.18   (f) ADJ UNCH    2 0
 BL1493
 BL1493.Superseded values are not recommended for survey control.
 BL1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1493.See file dsdata.txt to determine how the superseded data were derived.
 BL1493
 BL1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP142586(NAD 83)
 BL1493_MARKER: DR = REFERENCE MARK DISK
 BL1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1493_STAMPING: MINS NO I 1935
 BL1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1493+STABILITY: SURFACE MOTION
 BL1493
 BL1493  HISTORY     - Date     Condition        Report By
 BL1493  HISTORY     - 1935     MONUMENTED       CGS
 BL1493  HISTORY     - 1954     GOOD             NGS
 BL1493  HISTORY     - 1966     GOOD             NGS
 BL1493  HISTORY     - 19991104 GOOD             USPSQD
 BL1493
 BL1493                          STATION DESCRIPTION
 BL1493
 BL1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1493'9.9 MI SE FROM NAVASOTA.
 BL1493'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1493'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 2.5 MILES SOUTH ALONG A
 BL1493'GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG A PRIVATE GRAVELED ROAD,
 BL1493'THENCE 0.25 MILE NORTH TO THE TOP OF A HILL, 71 FEET WEST OF THE
 BL1493'NORTHWEST CORNER OF A SHEET METAL SHED, 160.0 FEET WEST OF
 BL1493'TRIANGULATION STATION MINS 1935, SET IN THE TOP OF A CONCRETE POST
 BL1493'WHICH IS FLUSH WITH THE GROUND.
 BL1493
 BL1493                          STATION RECOVERY (1966)
 BL1493
 BL1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL1493'RECOVERED IN GOOD CONDITION.
 BL1493
 BL1493                          STATION RECOVERY (1999)
 BL1493
 BL1493'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1494 ***********************************************************************
 BL1494  DESIGNATION -  MINS RM 2
 BL1494  PID         -  BL1494
 BL1494  STATE/COUNTY-  TX/GRIMES
 BL1494  USGS QUAD   -  STONEHAM (1961)
 BL1494
 BL1494                         *CURRENT SURVEY CONTROL
 BL1494  ___________________________________________________________________
 BL1494* NAD 83(1986)-  30 19 35.     (N)    095 58 19.     (W)     SCALED    
 BL1494* NAVD 88     -       122.03   (+/-2cm)     400.4    (feet)  VERTCON   
 BL1494  ___________________________________________________________________
 BL1494  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1494
 BL1494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1494
 BL1494.The horizontal coordinates were scaled from a topographic map and have
 BL1494.an estimated accuracy of +/- 6 seconds.
 BL1494
 BL1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1494.The vertical order pertains to the NGVD 29 superseded value.
 BL1494
 BL1494.The geoid height was determined by GEOID03.
 BL1494
 BL1494;                    North         East    Units  Estimated Accuracy
 BL1494;SPC TX C     - 3,081,360.    1,119,300.      MT  (+/- 180 meters Scaled)
 BL1494
 BL1494                          SUPERSEDED SURVEY CONTROL
 BL1494
 BL1494  NGVD 29 (??/??/92)  122.006  (m)          400.28   (f) ADJ UNCH    2 0
 BL1494
 BL1494.Superseded values are not recommended for survey control.
 BL1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1494.See file dsdata.txt to determine how the superseded data were derived.
 BL1494
 BL1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP142586(NAD 83)
 BL1494_MARKER: DR = REFERENCE MARK DISK
 BL1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1494_STAMPING: MINS NO 2 1935
 BL1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1494+STABILITY: SURFACE MOTION
 BL1494
 BL1494  HISTORY     - Date     Condition        Report By
 BL1494  HISTORY     - 1935     MONUMENTED       CGS
 BL1494  HISTORY     - 1954     GOOD             NGS
 BL1494  HISTORY     - 1966     GOOD             NGS
 BL1494  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1494
 BL1494                          STATION DESCRIPTION
 BL1494
 BL1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1494'9.9 MI S FROM NAVASOTA.
 BL1494'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1494'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 2.5 MILES SOUTH ALONG A
 BL1494'GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG A GRAVELED ROAD, THENCE
 BL1494'0.25 MILE NORTH ALONG A LANE, 63 FEET EAST OF THE SOUTHEAST CORNER OF
 BL1494'AN OLD ABANDONED HOUSE, 34 FEET NORTH OF A LARGE LEANING OAK TREE,
 BL1494'247.0 FEET NORTHWEST OF TRIANGULATION STATION MINS 1935, SET IN THE
 BL1494'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1494
 BL1494                          STATION RECOVERY (1966)
 BL1494
 BL1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL1494'RECOVERED IN GOOD CONDITION.
 BL1494
 BL1494                          STATION RECOVERY (1999)
 BL1494
 BL1494'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1128 ***********************************************************************
 DN1128  DESIGNATION -  MINSTER
 DN1128  PID         -  DN1128
 DN1128  STATE/COUNTY-  TX/COLLIN
 DN1128  USGS QUAD   -  BLUE RIDGE (1960)
 DN1128
 DN1128                         *CURRENT SURVEY CONTROL
 DN1128  ___________________________________________________________________
 DN1128* NAD 83(1993)-  33 21 47.81403(N)    096 27 25.56966(W)     ADJUSTED  
 DN1128* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 DN1128  ___________________________________________________________________
 DN1128  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DN1128  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DN1128
 DN1128  HORZ ORDER  -  SECOND
 DN1128
 DN1128.The horizontal coordinates were established by classical geodetic methods
 DN1128.and adjusted by the National Geodetic Survey in February 1996..
 DN1128
 DN1128.The orthometric height was scaled from a topographic map.
 DN1128
 DN1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1128
 DN1128.The geoid height was determined by GEOID03.
 DN1128
 DN1128;                    North         East     Units Scale Factor Converg.
 DN1128;SPC TXNC     - 2,189,987.048   790,095.694   MT  0.99988736   +1 06 51.1
 DN1128;SPC TXNC     - 7,184,982.51  2,592,172.29   sFT  0.99988736   +1 06 51.1
 DN1128;UTM  14      - 3,694,450.126   736,599.534   MT  1.00029022   +1 23 56.8
 DN1128
 DN1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1128!SPC TXNC     -   0.99996917  x   0.99988736  =   0.99985653
 DN1128!UTM  14      -   0.99996917  x   1.00029022  =   1.00025938
 DN1128
 DN1128:                Primary Azimuth Mark                     Grid Az
 DN1128:SPC TXNC     -  MINSTER AZ MK                            054 59 04.2
 DN1128:UTM  14      -  MINSTER AZ MK                            054 41 58.5
 DN1128
 DN1128|---------------------------------------------------------------------|
 DN1128| PID    Reference Object                     Distance      Geod. Az  |
 DN1128|                                                           dddmmss.s |
 DN1128| CY1689 MINSTER AZ MK                                      0560555.3 |
 DN1128| DN1123 TRENTON MUNICIPAL TANK              APPROX.13.3 KM 0561729.5 |
 DN1128| CY1691 MINSTER RM 2                         10.997 METERS 05939     |
 DN1128| DN1126 BLUE RIDGE MUNICIPAL TANK           APPROX. 8.8 KM 1443323.0 |
 DN1128| DN1135 ANNA MUNICIPAL TANK                 APPROX. 8.6 KM 2585809.2 |
 DN1128| CY1690 MINSTER RM 1                         10.272 METERS 30329     |
 DN1128|---------------------------------------------------------------------|
 DN1128
 DN1128                          SUPERSEDED SURVEY CONTROL
 DN1128
 DN1128  NAD 83(1993)-  33 21 47.81630(N)    096 27 25.56533(W) AD(       ) 2
 DN1128  NAD 83(1986)-  33 21 47.82088(N)    096 27 25.55863(W) AD(       ) 2
 DN1128  NAD 27      -  33 21 47.41870(N)    096 27 24.61500(W) AD(       ) 2
 DN1128
 DN1128.Superseded values are not recommended for survey control.
 DN1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1128.See file dsdata.txt to determine how the superseded data were derived.
 DN1128
 DN1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3660094450(NAD 83)
 DN1128_MARKER: DS = TRIANGULATION STATION DISK
 DN1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1128
 DN1128  HISTORY     - Date     Condition        Report By
 DN1128  HISTORY     - 1957     MONUMENTED       CGS
 DN1128  HISTORY     - 1958     GOOD             CGS
 DN1128  HISTORY     - 19940711 GOOD             USPSQD
 DN1128
 DN1128                          STATION DESCRIPTION
 DN1128
 DN1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1128'THE STATION IS AT THE EAST EDGE OF WESTMINSTER, 133 FEET
 DN1128'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 100 FEET
 DN1128'EAST-SOUTHEAST OF A Y ROAD JUNCTION AND 20 FEET SOUTH-SOUTHEAST
 DN1128'OF A HIGH LINE POLE.  IT IS SET FLUSH AND IS STAMPED MINSTER
 DN1128'1957.
 DN1128'
 DN1128'REFERENCE MARK NO. 1 IS 22 FEET WEST OF A HIGH LINE POLE AND
 DN1128'2 FEET SOUTHEAST OF A FENCE CORNER.  IT IS SET FLUSH AND IS
 DN1128'STAMPED MINSTER NO 1 1957.
 DN1128'
 DN1128'REFERENCE MARK NO. 2 IS 61 FEET EAST OF A FENCE CORNER AND
 DN1128'37-1/2 FEET EAST OF A HIGH LINE POLE.  IT IS SET FLUSH AND IS
 DN1128'STAMPED MINSTER NO 2 1957.
 DN1128'
 DN1128'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 59.25 FEET.
 DN1128'
 DN1128'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER OF A GRAVELED
 DN1128'ROAD, 11 FEET SOUTHWEST OF A HIGH LINE POLE, 2 FEET WEST OF
 DN1128'A WITNESS POST AND 6 INCHES NORTH OF AN EAST-WEST FENCE
 DN1128'LINE.
 DN1128'
 DN1128'TO REACH THE STATION FROM THE POST OFFICE IN WESTMINSTER GO EAST
 DN1128'ON FARM ROAD 455 FOR 0.1 MILE, THEN NORTH ON FARM ROAD 455
 DN1128'FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT ON SIDE ROAD
 DN1128'AND GO EAST FOR 0.2 MILE TO THE Y JUNCTION AND THE STATION
 DN1128'AND REFERENCE MARKS AS DESCRIBED.
 DN1128'
 DN1128'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 0.2
 DN1128'MILE TO A T ROAD JUNCTION, TURN RIGHT AND GO EAST FOR 0.35
 DN1128'MILE TO THE AZIMUTH MARK ON THE LEFT.
 DN1128
 DN1128                          STATION RECOVERY (1958)
 DN1128
 DN1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1128'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DN1128'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1128'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1128
 DN1128                          STATION RECOVERY (1994)
 DN1128
 DN1128'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1383 ***********************************************************************
 DM1383  DESIGNATION -  MINTER
 DM1383  PID         -  DM1383
 DM1383  STATE/COUNTY-  TX/LAMAR
 DM1383  USGS QUAD   -  MINTER (1963)
 DM1383
 DM1383                         *CURRENT SURVEY CONTROL
 DM1383  ___________________________________________________________________
 DM1383* NAD 83(1993)-  33 28 29.85389(N)    095 24 55.31613(W)     ADJUSTED  
 DM1383* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 DM1383  ___________________________________________________________________
 DM1383  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DM1383  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DM1383
 DM1383  HORZ ORDER  -  SECOND
 DM1383
 DM1383.The horizontal coordinates were established by classical geodetic methods
 DM1383.and adjusted by the National Geodetic Survey in February 1996..
 DM1383
 DM1383.The orthometric height was scaled from a topographic map.
 DM1383
 DM1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1383
 DM1383.The geoid height was determined by GEOID03.
 DM1383
 DM1383;                    North         East     Units Scale Factor Converg.
 DM1383;SPC TXNC     - 2,204,732.336   886,644.663   MT  0.99989983   +1 40 56.4
 DM1383;SPC TXNC     - 7,233,359.34  2,908,933.37   sFT  0.99989983   +1 40 56.4
 DM1383;UTM  15      - 3,706,553.323   275,557.053   MT  1.00022109   -1 19 58.1
 DM1383
 DM1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1383!SPC TXNC     -   0.99998345  x   0.99989983  =   0.99988328
 DM1383!UTM  15      -   0.99998345  x   1.00022109  =   1.00020454
 DM1383
 DM1383:                Primary Azimuth Mark                     Grid Az
 DM1383:SPC TXNC     -  MINTER AZ MK                             004 27 52.8
 DM1383:UTM  15      -  MINTER AZ MK                             007 28 47.3
 DM1383
 DM1383|---------------------------------------------------------------------|
 DM1383| PID    Reference Object                     Distance      Geod. Az  |
 DM1383|                                                           dddmmss.s |
 DM1383| CY1692 MINTER AZ MK                                       0060849.2 |
 DM1383| CY1693 MINTER RM 1                          26.272 METERS 16559     |
 DM1383| CY1694 MINTER RM 2                          22.752 METERS 30009     |
 DM1383|---------------------------------------------------------------------|
 DM1383
 DM1383                          SUPERSEDED SURVEY CONTROL
 DM1383
 DM1383  NAD 83(1993)-  33 28 29.85541(N)    095 24 55.31414(W) AD(       ) 2
 DM1383  NAD 83(1986)-  33 28 29.86062(N)    095 24 55.30383(W) AD(       ) 2
 DM1383  NAD 27      -  33 28 29.46800(N)    095 24 54.48000(W) AD(       ) 2
 DM1383
 DM1383.Superseded values are not recommended for survey control.
 DM1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1383.See file dsdata.txt to determine how the superseded data were derived.
 DM1383
 DM1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7555706553(NAD 83)
 DM1383_MARKER: DS = TRIANGULATION STATION DISK
 DM1383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1383_PROJECTION: FLUSH
 DM1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1383+STABILITY: SURFACE MOTION
 DM1383
 DM1383  HISTORY     - Date     Condition        Report By
 DM1383  HISTORY     - 1951     MONUMENTED       CGS
 DM1383  HISTORY     - 1957     GOOD             CGS
 DM1383  HISTORY     - 1962     GOOD             USGS
 DM1383  HISTORY     - 1962     GOOD             USGS
 DM1383  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM1383
 DM1383                          STATION DESCRIPTION
 DM1383
 DM1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1383'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF
 DM1383'PATTONVILLE AND 1-1/2 MILES WEST-NORTHWEST OF THE SMALL
 DM1383'VILLAGE OF MINTER.  IT IS 27.6 FEET SOUTH OF THE CENTERLINE
 DM1383'OF A FARM LANE, 26.3 FEET SOUTHWEST OF A FENCE CORNER AND 22.7
 DM1383'FEET WEST OF A NORTH AND SOUTH FENCE.  THE MARK IS FLUSH
 DM1383'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MINTER
 DM1383'1950.
 DM1383'
 DM1383'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A NORTH AND SOUTH
 DM1383'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DM1383'MINTER NO 1 1950.
 DM1383'
 DM1383'REFERENCE MARK NO. 2 IS 7 FEET NORTH OF THE CENTERLINE OF
 DM1383'A FARM LANE AND 1 FOOT SOUTH OF AN EAST AND WEST FENCE.  THE
 DM1383'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MINTER NO 2 1950.
 DM1383'
 DM1383'AZIMUTH MARK IS 80 FEET SOUTHWEST OF A T-ROAD INTERSECTION,
 DM1383'37 FEET WEST OF THE CENTERLINE OF A NORTH AND SOUTH ROAD
 DM1383'AND 2.4 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS
 DM1383'2 INCHES AND THE DISK IS STAMPED MINTER 1950.
 DM1383'
 DM1383'TO REACH FROM PATTONVILLE, GO SOUTH ON A HARD SURFACED ROAD
 DM1383'ABOUT 8 MILES TO THE SMALL VILLAGE OF MINTER.  HERE TURN
 DM1383'RIGHT (WEST) ON DIRT ROAD 1.3 MILES TO A T-INTERSECTION,
 DM1383'TURN RIGHT (NORTH) 0.25 MILE TO A FARM LANE ON THE LEFT AND
 DM1383'A HOUSE ON THE RIGHT, TURN LEFT ON FARM LANE 0.1 MILE TO
 DM1383'THE STATION.
 DM1383'
 DM1383'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE
 DM1383'TO THE MAIN ROAD, TURN LEFT (NORTH) 0.45 MILE TO THE MARK
 DM1383'ON THE LEFT JUST BEFORE REACHING A SIDE ROAD LEFT.
 DM1383'
 DM1383'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1383
 DM1383                          STATION RECOVERY (1957)
 DM1383
 DM1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1383'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1383'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1383'FOR PROCEEDING TO STATION SITE ARE CORRECT, HOWEVER THE STATION
 DM1383'IS ABOUT 200 FEET OFF THE COUNTY ROAD AND BETWEEN TWO SHEDS.
 DM1383
 DM1383                          STATION RECOVERY (1962)
 DM1383
 DM1383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM1383'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DM1383
 DM1383                          STATION RECOVERY (1962)
 DM1383
 DM1383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM1383'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33095-2, STATION 1011.
 DM1383'RECOVERY BY USGS, 1962--STATION AND ALL MARKS RECOVERED AS DESCRIBED
 DM1383'IN GOOD CONDITION.
 DM1383'STATION MARK--THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 DM1383'DISK IS STAMPED---MINTER 1950---.
 DM1383
 DM1383                          STATION RECOVERY (1995)
 DM1383
 DM1383'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1315 ***********************************************************************
 AJ1315  DESIGNATION -  MIRANDO CITY BELL TEL MAST
 AJ1315  PID         -  AJ1315
 AJ1315  STATE/COUNTY-  TX/WEBB
 AJ1315  USGS QUAD   -  ALBERCAS RANCH (1972)
 AJ1315
 AJ1315                         *CURRENT SURVEY CONTROL
 AJ1315  ___________________________________________________________________
 AJ1315* NAD 83(1993)-  27 22 26.93936(N)    098 58 55.57721(W)     ADJUSTED  
 AJ1315* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1315  ___________________________________________________________________
 AJ1315  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AJ1315  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AJ1315
 AJ1315  HORZ ORDER  -  THIRD
 AJ1315
 AJ1315.The horizontal coordinates were established by classical geodetic methods
 AJ1315.and adjusted by the National Geodetic Survey in February 1996..
 AJ1315
 AJ1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1315
 AJ1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1315
 AJ1315.The geoid height was determined by GEOID03.
 AJ1315
 AJ1315;                    North         East     Units Scale Factor Converg.
 AJ1315;SPC TX S     - 5,189,267.155   252,312.255   MT  0.99991591   -0 13 08.0
 AJ1315;SPC TX S     -17,025,120.66    827,794.46   sFT  0.99991591   -0 13 08.0
 AJ1315;UTM  14      - 3,027,877.008   501,769.564   MT  0.99960004   +0 00 29.6
 AJ1315
 AJ1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1315!SPC TX S     -   1.00000386  x   0.99991591  =   0.99991977
 AJ1315!UTM  14      -   1.00000386  x   0.99960004  =   0.99960390
 AJ1315
 AJ1315                          SUPERSEDED SURVEY CONTROL
 AJ1315
 AJ1315  NAD 83(1986)-  27 22 26.94177(N)    098 58 55.54884(W) AD(       ) 4
 AJ1315  NAD 27      -  27 22 25.83703(N)    098 58 54.47273(W) AD(       ) 3
 AJ1315  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1315
 AJ1315.Superseded values are not recommended for survey control.
 AJ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1315.See file dsdata.txt to determine how the superseded data were derived.
 AJ1315
 AJ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0177027877(NAD 83)
 AJ1315_MARKER: 41 = ANTENNA MAST
 AJ1315
 AJ1315  HISTORY     - Date     Condition        Report By
 AJ1315  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1315
 AJ1315                          STATION DESCRIPTION
 AJ1315
 AJ1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1315'THE STATION, MIRANDO CITY BELL TELEPHONE COMPANY MAST, IS THE CENTER
 AJ1315'OF THE TOP OF A STEEL, GUYED MAST THAT IS PAINTED ALTERNATELY RED
 AJ1315'AND WHITE, IS 324 FEET HIGH AND OWNED BY THE BELL TELEPHONE
 AJ1315'COMPANY.
 AJ1315'
 AJ1315'TO REACH FROM THE POST OFFICE IN MIRANDO CITY, GO SOUTH ON FARM ROAD
 AJ1315'649 FOR 4.4 MILES TO THE MAST ON THE LEFT, ABOUT 0.2 MILE EAST
 AJ1315'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1318 ***********************************************************************
 AJ1318  DESIGNATION -  MIRANDO CITY ST HWY DEPT MAST
 AJ1318  PID         -  AJ1318
 AJ1318  STATE/COUNTY-  TX/WEBB
 AJ1318  USGS QUAD   -  OILTON (1972)
 AJ1318
 AJ1318                         *CURRENT SURVEY CONTROL
 AJ1318  ___________________________________________________________________
 AJ1318* NAD 83(1993)-  27 24 09.67825(N)    098 59 09.34538(W)     ADJUSTED  
 AJ1318* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1318  ___________________________________________________________________
 AJ1318  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ1318  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AJ1318
 AJ1318  HORZ ORDER  -  THIRD
 AJ1318
 AJ1318.The horizontal coordinates were established by classical geodetic methods
 AJ1318.and adjusted by the National Geodetic Survey in February 1996..
 AJ1318
 AJ1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1318
 AJ1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1318
 AJ1318.The geoid height was determined by GEOID03.
 AJ1318
 AJ1318;                    North         East     Units Scale Factor Converg.
 AJ1318;SPC TX S     - 5,192,430.672   251,946.129   MT  0.99991926   -0 13 14.2
 AJ1318;SPC TX S     -17,035,499.63    826,593.26   sFT  0.99991926   -0 13 14.2
 AJ1318;UTM  14      - 3,031,038.045   501,391.023   MT  0.99960002   +0 00 23.3
 AJ1318
 AJ1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1318!SPC TX S     -   1.00000386  x   0.99991926  =   0.99992312
 AJ1318!UTM  14      -   1.00000386  x   0.99960002  =   0.99960388
 AJ1318
 AJ1318                          SUPERSEDED SURVEY CONTROL
 AJ1318
 AJ1318  NAD 83(1986)-  27 24 09.68056(N)    098 59 09.31744(W) AD(       ) 4
 AJ1318  NAD 27      -  27 24 08.57824(N)    098 59 08.23690(W) AD(       ) 3
 AJ1318  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1318
 AJ1318.Superseded values are not recommended for survey control.
 AJ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1318.See file dsdata.txt to determine how the superseded data were derived.
 AJ1318
 AJ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0139131038(NAD 83)
 AJ1318_MARKER: 42 = RADIO/TV MAST
 AJ1318
 AJ1318  HISTORY     - Date     Condition        Report By
 AJ1318  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1318
 AJ1318                          STATION DESCRIPTION
 AJ1318
 AJ1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1318'THE STATION, MIRANDO CITY TEXAS HIGHWAY DEPARTMENT RADIO MAST, IS THE
 AJ1318'CENTER OF THE TOP OF A STEEL, GUYED MAST THAT IS PAINTED ALTERNATELY
 AJ1318'RED AND WHITE AND IS 310 FEET HIGH.
 AJ1318'
 AJ1318'TO REACH FROM THE POST OFFICE IN MIRANDO CITY, GO SOUTH ON FARM
 AJ1318'ROAD 649 FOR 2.2 MILES TO A GATE AND BUILDINGS ON THE LEFT.  TURN
 AJ1318'LEFT, PASS THROUGH THE GATE AND GO EAST FOR 0.8 MILE ON A TRACK
 AJ1318'ROAD TO THE MAST ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1533 ***********************************************************************
 AH1533  DESIGNATION -  MIRIENDA WINDMILL
 AH1533  PID         -  AH1533
 AH1533  STATE/COUNTY-  TX/KENEDY
 AH1533  USGS QUAD   -  TURCOTTE (1979)
 AH1533
 AH1533                         *CURRENT SURVEY CONTROL
 AH1533  ___________________________________________________________________
 AH1533* NAD 83(1993)-  27 02 29.94211(N)    097 46 33.75708(W)     ADJUSTED  
 AH1533* NAVD 88     -                                                        
 AH1533  ___________________________________________________________________
 AH1533  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AH1533  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AH1533
 AH1533  HORZ ORDER  -  THIRD
 AH1533
 AH1533.The horizontal coordinates were established by classical geodetic methods
 AH1533.and adjusted by the National Geodetic Survey in February 1996..
 AH1533
 AH1533
 AH1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1533
 AH1533.The geoid height was determined by GEOID03.
 AH1533
 AH1533;                    North         East     Units Scale Factor Converg.
 AH1533;SPC TX S     - 5,152,542.482   371,821.784   MT  0.99989504   +0 19 43.3
 AH1533;SPC TX S     -16,904,633.13  1,219,885.30   sFT  0.99989504   +0 19 43.3
 AH1533;UTM  14      - 2,991,637.999   621,395.745   MT  0.99978192   +0 33 23.5
 AH1533
 AH1533                          SUPERSEDED SURVEY CONTROL
 AH1533
 AH1533  NAD 83(1986)-  27 02 29.95581(N)    097 46 33.72888(W) AD(       ) 4
 AH1533  NAD 27      -  27 02 28.77000(N)    097 46 32.75000(W) AD(       ) 3
 AH1533
 AH1533.Superseded values are not recommended for survey control.
 AH1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1533.See file dsdata.txt to determine how the superseded data were derived.
 AH1533
 AH1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2139691638(NAD 83)
 AH1533_MARKER: 66 = WINDMILL
 AH1533
 AH1533  HISTORY     - Date     Condition        Report By
 AH1533  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1533
 AH1533                          STATION DESCRIPTION
 AH1533
 AH1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1533'LOCATED 2.5 MILES NNE. OF TURCOTTE ON THE KENEDY RANCH.
 AH1533'
 AH1533'TO REACH FROM TURCOTTE, GO N. 2.2 MILES ON U.S. HIGHWAY 77
 AH1533'TO SURFACED ROAD E., TURN ONTO ROAD, PASS THROUGH GATE IN
 AH1533'RIGHT OF WAY FENCE (OBTAIN KEYS AND PERMISSION FROM RANCH
 AH1533'OFFICIALS IN SARITA), TURN LEFT ONTO TRACK ROAD AND GO N.
 AH1533'0.25 MILE TO GATE, PASS THROUGH AND FOLLOW TRACK ROAD 1.1
 AH1533'MILES N. AND E. TO WINDMILL.  ROAD PASSES JUST N. OF FEEDING
 AH1533'AREA AND ANOTHER WINDMILL.
 AH1533'
 AH1533'STATION IS THE CENTER OF A WOOD TOWER WINDMILL ABOUT 30
 AH1533'FEET HIGH.  IT IS 105 FEET S. OF AN OPEN CONCRETE TANK AND
 AH1533'IS ENCLOSED IN A WIRE PEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1578 ***********************************************************************
 AE1578  DESIGNATION -  MISSION
 AE1578  PID         -  AE1578
 AE1578  STATE/COUNTY-  TX/HIDALGO
 AE1578  USGS QUAD   -  ALTON (1963)
 AE1578
 AE1578                         *CURRENT SURVEY CONTROL
 AE1578  ___________________________________________________________________
 AE1578* NAD 83(1993)-  26 17 41.36459(N)    098 20 51.14856(W)     ADJUSTED  
 AE1578* NAVD 88     -        53.6    (meters)     176.     (feet)  VERTCON   
 AE1578  ___________________________________________________________________
 AE1578  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AE1578  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE1578
 AE1578  HORZ ORDER  -  FIRST
 AE1578
 AE1578.The horizontal coordinates were established by classical geodetic methods
 AE1578.and adjusted by the National Geodetic Survey in February 1996..
 AE1578
 AE1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1578
 AE1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1578
 AE1578.The geoid height was determined by GEOID03.
 AE1578
 AE1578;                    North         East     Units Scale Factor Converg.
 AE1578;SPC TX S     - 5,069,605.214   315,225.061   MT  0.99997019   +0 04 09.2
 AE1578;SPC TX S     -16,632,529.77  1,034,200.89   sFT  0.99997019   +0 04 09.2
 AE1578;UTM  14      - 2,908,498.635   565,133.560   MT  0.99965238   +0 17 20.6
 AE1578
 AE1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1578!SPC TX S     -   0.99999535  x   0.99997019  =   0.99996554
 AE1578!UTM  14      -   0.99999535  x   0.99965238  =   0.99964773
 AE1578
 AE1578|---------------------------------------------------------------------|
 AE1578| PID    Reference Object                     Distance      Geod. Az  |
 AE1578|                                                           dddmmss.s |
 AE1578| CV2684 MISSION RM                           30.132 METERS 01120     |
 AE1578| CV2682 MISSION AZ MK 1                                    0332013.6 |
 AE1578| AE1456 EDINBURG BRICK STACK                APPROX.18.1 KM 0863654.5 |
 AE1578| AE1457 EDINBURG HIDALGO CO CTHSE DOME      APPROX.18.5 KM 0874220.8 |
 AE1578| AE1465 EDINBURG TALL MUN TANK              APPROX.19.0 KM 0884641.5 |
 AE1578| AE1474 DONNA MUNICIPAL TANK                APPROX.32.8 KM 1151619.4 |
 AE1578| AE1579 SOUTHLAND ORCHARDS NURSERY TK       APPROX. 7.8 KM 1165436.2 |
 AE1578| AE1473 ALAMO MUNICIPAL TANK                APPROX.26.1 KM 1191915.9 |
 AE1578| AE1501 SAN JUAN MUNICIPAL TANK             APPROX.22.7 KM 1214429.4 |
 AE1578| AE1491 PHARR MUNICIPAL TANK                APPROX.20.0 KM 1270529.0 |
 AE1578| AE1493 MC ALLEN CENT L AND P CO TK         APPROX.14.9 KM 1313304.7 |
 AE1578| AE1489 MC ALLEN SACRED HEART CATH CH       APPROX.15.2 KM 1325342.2 |
 AE1578| AE1494 MC ALLEN HIDALGO WTR PLT STK        APPROX.18.4 KM 1385519.7 |
 AE1578| AE1547 HIDALGO N MUN TANK                  APPROX.22.5 KM 1564401.9 |
 AE1578| AE1520 MISSION UNITED IRRIG 3RD STK        APPROX. 5.3 KM 1634651.4 |
 AE1578| AE1523 MISSION OLD MUNICIPAL TANK          APPROX. 9.3 KM 1670418.8 |
 AE1578| AE1515 MISSION UNITED IRRIG 2ND STK        APPROX. 9.3 KM 1694721.8 |
 AE1578| CV2685 MISSION RM 1                         26.847 METERS 28111     |
 AE1578| CV2683 MISSION AZ MK 2                                    2811950.8 |
 AE1578|---------------------------------------------------------------------|
 AE1578
 AE1578                          SUPERSEDED SURVEY CONTROL
 AE1578
 AE1578  NAD 83(1986)-  26 17 41.36996(N)    098 20 51.11330(W) AD(       ) 1
 AE1578  NAD 27      -  26 17 40.11463(N)    098 20 50.05339(W) AD(       ) 1
 AE1578  NGVD 29 (07/19/86)   53.7    (m)          176.     (f) VERT ANG       
 AE1578
 AE1578.Superseded values are not recommended for survey control.
 AE1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1578.See file dsdata.txt to determine how the superseded data were derived.
 AE1578
 AE1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6513408499(NAD 83)
 AE1578_MARKER: DS = TRIANGULATION STATION DISK
 AE1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1578
 AE1578  HISTORY     - Date     Condition        Report By
 AE1578  HISTORY     - 1917     MONUMENTED       CGS
 AE1578  HISTORY     - 1935     GOOD             CGS
 AE1578  HISTORY     - 1946     SEE DESCRIPTION  CGS
 AE1578
 AE1578                          STATION DESCRIPTION
 AE1578
 AE1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1578'STATION IS ABOUT 5-1/2 MILES NW BY N FROM THE TOWN OF MISSION,
 AE1578'ON A RANCH OWNED BY ALFREDO FLORES, ABOUT 0.3 MILE E BY S FROM
 AE1578'THE RANCH HOUSE AND THE SAME DISTANCE SE BY E FROM THE WINDMILL
 AE1578'AND TANK AT THE RANCH AND ABOUT 10 METERS (33 FEET) S OF THE
 AE1578'WAGON TRAIL LEADING EASTWARD FROM THE RANCH.  SURFACE MARK IS
 AE1578'STANDARD DISK STATION MARK IN CONCRETE.  UNDERGROUND
 AE1578'MARK IS NAIL IN CONCRETE.  REFERENCE MARK IS STANDARD
 AE1578'REFERENCE DISK IN CONCRETE, 30.13 METERS (98.9 FEET)
 AE1578'FROM STATION.  TO REACH STATION
 AE1578'TAKE ROAD WHICH LEADS N FROM THE MISSION-RIOGRANDE WAGON ROAD
 AE1578'AT A POINT ABOUT 1 MILE W OF MAMIE RAILWAY STATION,
 AE1578'FOLLOWING IT 5.7 MILES TO RANCH HOUSE, AND THENCE 0.3 MILE EASTWARD
 AE1578'TO STATION.  ELEVATION OF STATION, 53.7 METERS (176 FEET).
 AE1578
 AE1578                          STATION RECOVERY (1935)
 AE1578
 AE1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1578'STATION IS LOCATED ABOUT 5-1/2 MILES NW BY N FROM MISSION 0.3
 AE1578'MILE E BY S FROM RANCH HOUSE.  OWNER UNKNOWN.
 AE1578'
 AE1578'STATION IS 60 FEET S OF CENTER LINE OF ROAD LEADING TO STATION.
 AE1578'MARK RECOVERED IN GOOD CONDITION, EXCEPT FOR SLIGHT DEFACING OF
 AE1578'TABLET.
 AE1578'
 AE1578'REFERENCE MARK NO. 1 (1935) WAS SET 45 FEET S OF CENTER LINE
 AE1578'OF ROAD.  MARK PROJECTS 8 INCHES.  IS STANDARD DISK SET IN
 AE1578'CONCRETE CYLINDER.
 AE1578'
 AE1578'REFERENCE MARK 1917 IS NE OF STATION, 35 FEET N OF CENTER
 AE1578'LINE OF DIM ROAD.  IS SET AS PREVIOUSLY DESCRIBED.
 AE1578'
 AE1578'AZIMUTH MARK NO. 1 (1935) IS 0.5 MILE NW OF STATION, 40 FEET
 AE1578'S OF DIM ROAD.  AND IS A STANDARD DISK SET IN CONCRETE.
 AE1578'
 AE1578'AZIMUTH MARK NO. 2 (1935) IS 0.2 MILE W OF STATION IN DIM LANE.
 AE1578'AND IS A STANDARD DISK SET IN CONCRETE.
 AE1578'
 AE1578'AZIMUTH MARK NO. 1 WAS NOT IN DESIRABLE LOCATION SO AZIMUTH
 AE1578'MARK NO. 2 WAS SET.  THE 1917 AZIMUTH MARK WAS RECOVERED AFTER
 AE1578'THE TOWER WAS DOWN AND COULD NOT BE CUT IN.
 AE1578'
 AE1578'STATION IS REACHED FROM THE POST OFFICE IN MISSION BY GOING
 AE1578'N ON PAVED ROAD FOR 4.75 MILES AND TURN LEFT AT FOUR MAIL
 AE1578'BOXES ON THE RIGHT JUST AFTER PASSING THE HILDALGO COMPANY
 AE1578'WATER CONTROL AND DIST. STATION 7 IN ALTON.  GO 1.45 MILES AND
 AE1578'KEEP STRAIGHT AHEAD AT CROSS ROAD AT THE END OF ORCHARDS ON
 AE1578'BOTH SIDES OF ROAD.  GO 0.55 MILE OR 0.15 MILE PAST A DIM
 AE1578'CROSS ROAD AND TURN RIGHT ON A DIM CROSS ROAD.  FOLLOW THIS
 AE1578'DIM ROAD FOR 0.25 MILE TO BLAZED SHRUBS ON RIGHT AND STATION
 AE1578'TO S OF ROAD.
 AE1578
 AE1578                          STATION RECOVERY (1946)
 AE1578
 AE1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1578'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--THE
 AE1578'SURFACE MARK AND BOTH REFERENCE MARKS HAVE BEEN DESTROYED AND
 AE1578'ONLY THE UNDERGROUND MARK WAS FOUND, WHICH WAS IN GOOD CONDITION.
 AE1578'STATION IS IN A YOUNG ORCHARD, WHICH IS UNDER CONTINUAL
 AE1578'CULTIVATION, AND WOULD BE OF LITTLE VALUE FOR USE IN THE
 AE1578'FUTURE AND SHOULD BE CONSIDERED DESTROYED.
 AE1578'
 AE1578'A NEW STATION, LAHOMA, WAS ESTABLISHED ABOUT 0.8 MILE NORTH OF
 AE1578'MISSION 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2065 ***********************************************************************
 AN2065  DESIGNATION -  MISSION
 AN2065  PID         -  AN2065
 AN2065  STATE/COUNTY-  TX/VICTORIA
 AN2065  USGS QUAD   -  MISSION VALLEY (1987)
 AN2065
 AN2065                         *CURRENT SURVEY CONTROL
 AN2065  ___________________________________________________________________
 AN2065* NAD 83(1993)-  28 54 50.87749(N)    097 13 11.03404(W)     ADJUSTED  
 AN2065* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 AN2065  ___________________________________________________________________
 AN2065  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AN2065  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN2065
 AN2065  HORZ ORDER  -  FIRST
 AN2065
 AN2065.The horizontal coordinates were established by classical geodetic methods
 AN2065.and adjusted by the National Geodetic Survey in February 1996..
 AN2065
 AN2065.The orthometric height was scaled from a topographic map.
 AN2065
 AN2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2065
 AN2065.The geoid height was determined by GEOID03.
 AN2065
 AN2065;                    North         East     Units Scale Factor Converg.
 AN2065;SPC TXSC     - 4,121,103.438   773,584.774   MT  0.99989002   +0 52 19.8
 AN2065;SPC TXSC     -13,520,653.53  2,538,002.71   sFT  0.99989002   +0 52 19.8
 AN2065;UTM  14      - 3,199,776.247   673,556.106   MT  0.99997172   +0 51 39.5
 AN2065
 AN2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2065!SPC TXSC     -   0.99999345  x   0.99989002  =   0.99988347
 AN2065!UTM  14      -   0.99999345  x   0.99997172  =   0.99996517
 AN2065
 AN2065:                Primary Azimuth Mark                     Grid Az
 AN2065:SPC TXSC     -  MISSION AZ MK                            043 06 55.1
 AN2065:UTM  14      -  MISSION AZ MK                            043 07 35.4
 AN2065
 AN2065|---------------------------------------------------------------------|
 AN2065| PID    Reference Object                     Distance      Geod. Az  |
 AN2065|                                                           dddmmss.s |
 AN2065| CV4833 MISSION AZ MK                                      0435914.9 |
 AN2065| CV4834 MISSION RM 1                         26.459 METERS 13653     |
 AN2065| AN2064 SCHROEDER ST LUKES LUTH CH          APPROX.11.6 KM 1880734.5 |
 AN2065| CV4835 MISSION RM 2                         21.768 METERS 29651     |
 AN2065|---------------------------------------------------------------------|
 AN2065
 AN2065                          SUPERSEDED SURVEY CONTROL
 AN2065
 AN2065  NAD 83(1986)-  28 54 50.88485(N)    097 13 11.02037(W) AD(       ) 1
 AN2065  NAD 27      -  28 54 49.94000(N)    097 13 10.05300(W) AD(       ) 1
 AN2065
 AN2065.Superseded values are not recommended for survey control.
 AN2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2065.See file dsdata.txt to determine how the superseded data were derived.
 AN2065
 AN2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7355699776(NAD 83)
 AN2065_MARKER: DS = TRIANGULATION STATION DISK
 AN2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2065
 AN2065  HISTORY     - Date     Condition        Report By
 AN2065  HISTORY     - 1952     MONUMENTED       CGS
 AN2065  HISTORY     - 1963     GOOD             CGS
 AN2065  HISTORY     - 1981     GOOD             LOCENG
 AN2065  HISTORY     - 20040121 MARK NOT FOUND   INDIV
 AN2065
 AN2065                          STATION DESCRIPTION
 AN2065
 AN2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2065'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF VICTORIA.
 AN2065'6-3/4 MILES SOUTHWEST OF THOMASTOWN.  AND 2 MILES NORTHWEST
 AN2065'OF MISSION VALLEY.
 AN2065'
 AN2065'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 183 AND U.S.
 AN2065'HIGHWAY 59 IN GOLIAD, GO NORTH ON U.S. HIGHWAY 183 FOR 4.25
 AN2065'MILES TO THE JUNCTION OF FARM ROAD 622.  TURN RIGHT, EAST, ON
 AN2065'FARM ROAD 622 AND GO NORTHEASTERLY FOR 17.5 MILES TO A JUNCTION
 AN2065'OF FARM ROAD 1515.  TURN LEFT, NORTHWEST, ON FARM ROAD 1515
 AN2065'AND GO FOR 3.75 MILES TO THE VILLAGE OF MISSION VALLEY.
 AN2065'CONTINUE STRAIGHT AHEAD ON FARM ROAD 1515 FOR 1.6 MILES TO A
 AN2065'PAVED SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON FARM
 AN2065'ROAD 1515 FOR 0.25 MILE TO A WOODEN GATE ON THE RIGHT AND
 AN2065'THE STATION SITE ON THE NORTHEAST SIDE OF THE ROAD.
 AN2065'
 AN2065'TO REACH THE AZIMUTH MARK FROM THE STATION, PASS THROUGH
 AN2065'THE WOODEN GATE AND GO NORTHEAST ON A DIRT ROAD FOR 0.25
 AN2065'MILE TO A FARM YARD AND THE LOCATION OF THE AZIMUTH MARK.
 AN2065'
 AN2065'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 AN2065'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 AN2065'DISK IS STAMPED MISSION 1952.  THE MARK IS LOCATED 60 FEET
 AN2065'NORTHEAST OF THE CENTER OF FARM ROAD 1515.  60 FEET SOUTHEAST
 AN2065'OF THE SOUTHEAST TRACK OF A DIRT ROAD.  AND 11 FEET NORTHEAST
 AN2065'OF A WHITE WITNESS POST.
 AN2065'
 AN2065'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 AN2065'A CONCRETE CYLINDER.  THE DISK IS STAMPED MISSION NO 1 1952,
 AN2065'AND THE MARK PROJECTS 4 INCHES.  IT IS LOCATED ABOUT 158
 AN2065'FEET SOUTHEAST OF A WOODEN GATE AND 1 FOOT NORTHEAST OF A
 AN2065'FENCE LINE.
 AN2065'
 AN2065'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 AN2065'A CONCRETE CYLINDER.  THE DISK IS STAMPED MISSION NO 2 1952,
 AN2065'AND THE MARK PROJECTS 4 INCHES.  IT IS LOCATED 40 FEET NORTHEAST
 AN2065'OF THE CENTER OF FARM ROAD 1515 AND 1 FOOT EAST OF THE SOUTHEAST
 AN2065'POST SUPPORTING A WOODEN GATE.
 AN2065'
 AN2065'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 AN2065'CONCRETE POST.  THE DISK IS STAMPED MISSION 1952.  THE MARK
 AN2065'IS FLUSH WITH THE GROUND SURFACE AND IT IS LOCATED AT THE
 AN2065'NORTHWEST CORNER OF A FARM YARD.  110 FEET NORTHWEST OF A
 AN2065'WINDMILL.  AND 1 FOOT WEST OF A FENCE CORNER.
 AN2065'
 AN2065'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2065
 AN2065                          STATION RECOVERY (1963)
 AN2065
 AN2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2065'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 AN2065'GOOD CONDITION AS DESCRIBED.  FARM ROAD 1515 DESCRIBED IN
 AN2065'ORIGINAL DESCRIPTION IS NOW FARM ROAD 236.
 AN2065
 AN2065                          STATION RECOVERY (1981)
 AN2065
 AN2065'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (TF)
 AN2065'MISSION U.S.C. AND G. 1952 RECOVERED GOOD.
 AN2065'
 AN2065'AZIMUTH MARK ALSO RECOVERED.
 AN2065
 AN2065                          STATION RECOVERY (2004)
 AN2065
 AN2065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AN2065'AREA AROUND THE STATION WAS RECENTLY CLEARED
 AN2065' 
 AN2065'REFERENCE MARK NO. 1 NOT FOUND
 AN2065' 
 AN2065'REFERENCE MARK NO. 2 FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1572 ***********************************************************************
 AE1572  DESIGNATION -  MISSION CPL CO N STACK
 AE1572  PID         -  AE1572
 AE1572  STATE/COUNTY-  TX/HIDALGO
 AE1572  USGS QUAD   -  LA JOYA (1982)
 AE1572
 AE1572                         *CURRENT SURVEY CONTROL
 AE1572  ___________________________________________________________________
 AE1572* NAD 83(1993)-  26 13 18.03747(N)    098 23 53.84823(W)     ADJUSTED  
 AE1572* NAVD 88     -                                                        
 AE1572  ___________________________________________________________________
 AE1572  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AE1572  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE1572
 AE1572  HORZ ORDER  -  THIRD
 AE1572
 AE1572.The horizontal coordinates were established by classical geodetic methods
 AE1572.and adjusted by the National Geodetic Survey in February 1996..
 AE1572
 AE1572
 AE1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1572
 AE1572.The geoid height was determined by GEOID03.
 AE1572
 AE1572;                    North         East     Units Scale Factor Converg.
 AE1572;SPC TX S     - 5,061,496.254   310,163.530   MT  0.99998660   +0 02 46.2
 AE1572;SPC TX S     -16,605,925.63  1,017,594.85   sFT  0.99998660   +0 02 46.2
 AE1572;UTM  14      - 2,900,373.002   560,104.827   MT  0.99964460   +0 15 57.1
 AE1572
 AE1572                          SUPERSEDED SURVEY CONTROL
 AE1572
 AE1572  NAD 83(1986)-  26 13 18.04360(N)    098 23 53.81256(W) AD(       ) 4
 AE1572  NAD 27      -  26 13 16.78053(N)    098 23 52.74833(W) AD(       ) 3
 AE1572
 AE1572.Superseded values are not recommended for survey control.
 AE1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1572.See file dsdata.txt to determine how the superseded data were derived.
 AE1572
 AE1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6010500373(NAD 83)
 AE1572_MARKER: 63 = STACK
 AE1572
 AE1572  HISTORY     - Date     Condition        Report By
 AE1572  HISTORY     - 1974     FIRST OBSERVED   NGS
 AE1572
 AE1572                          STATION DESCRIPTION
 AE1572
 AE1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1572'THE STATION, MISSION, CENTRAL POWER AND LIGHT COMPANY NORTH STACK, IS
 AE1572'THE CENTER OF THE TOP OF A 120 FEET HIGH METAL STACK, WHICH IS THE
 AE1572'NORTH ONE OF TWO, AND LOCATED AT THE J.L. BATES POWER STATION ABOUT
 AE1572'4-1/2 MILES WEST OF MISSION.
 AE1572'
 AE1572'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM ROAD 492,
 AE1572'ABOUT 4 MILES WEST OF MISSION, GO SOUTH ON ROAD 492 FOR 0.8 MILES TO
 AE1572'A CROSSROAD, LOOP 374.  CROSS LOOP 374, PASSING OVER RAILROAD
 AE1572'TRACK, AND GO SOUTH ON A PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD
 AE1572'RIGHT.  TURN RIGHT AND GO WEST ON THE PAVED ENTRANCE ROAD TO THE
 AE1572'POWER PLANT FOR 0.25 MILE TO THE STACK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1564 ***********************************************************************
 AY1564  DESIGNATION -  MISSION ECC
 AY1564  PID         -  AY1564
 AY1564  STATE/COUNTY-  TX/COMAL
 AY1564  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1564
 AY1564                         *CURRENT SURVEY CONTROL
 AY1564  ___________________________________________________________________
 AY1564* NAD 83(1993)-  29 42 53.43818(N)    098 09 53.22538(W)     ADJUSTED  
 AY1564* NAVD 88     -       296.162  (meters)     971.66   (feet)  ADJUSTED  
 AY1564  ___________________________________________________________________
 AY1564  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AY1564  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY1564  DYNAMIC HT  -         295.737 (meters)     970.26  (feet)  COMP
 AY1564  MODELED GRAV-     979,200.7   (mgal)                       NAVD 88
 AY1564
 AY1564  HORZ ORDER  -  FIRST
 AY1564  VERT ORDER  -  FIRST     CLASS II
 AY1564
 AY1564.The horizontal coordinates were established by classical geodetic methods
 AY1564.and adjusted by the National Geodetic Survey in February 1996..
 AY1564
 AY1564.The orthometric height was determined by differential leveling
 AY1564.and adjusted by the National Geodetic Survey in June 1991..
 AY1564
 AY1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1564
 AY1564.The geoid height was determined by GEOID03.
 AY1564
 AY1564.The dynamic height is computed by dividing the NAVD 88
 AY1564.geopotential number by the normal gravity value computed on the
 AY1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1564.degrees latitude (g = 980.6199 gals.).
 AY1564
 AY1564.The modeled gravity was interpolated from observed gravity values.
 AY1564
 AY1564;                    North         East     Units Scale Factor Converg.
 AY1564;SPC TXSC     - 4,208,810.986   680,806.233   MT  0.99988515   +0 24 33.1
 AY1564;SPC TXSC     -13,808,407.38  2,233,611.78   sFT  0.99988515   +0 24 33.1
 AY1564;UTM  14      - 3,287,480.313   580,785.341   MT  0.99968052   +0 24 50.5
 AY1564
 AY1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1564!SPC TXSC     -   0.99995751  x   0.99988515  =   0.99984267
 AY1564!UTM  14      -   0.99995751  x   0.99968052  =   0.99963805
 AY1564
 AY1564|---------------------------------------------------------------------|
 AY1564| PID    Reference Object                     Distance      Geod. Az  |
 AY1564|                                                           dddmmss.s |
 AY1564| AY1799 MISSION MISSION HILL USGS 1903        6.536 METERS 01503     |
 AY1564| AX2639 TIEKEN                              APPROX.16.1 KM 0884045.3 |
 AY1564|---------------------------------------------------------------------|
 AY1564
 AY1564                          SUPERSEDED SURVEY CONTROL
 AY1564
 AY1564  NAD 83(1986)-  29 42 53.44517(N)    098 09 53.20725(W) AD(       ) 1
 AY1564  NAD 27      -  29 42 52.63800(N)    098 09 52.17200(W) AD(       ) 1
 AY1564
 AY1564.Superseded values are not recommended for survey control.
 AY1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1564.See file dsdata.txt to determine how the superseded data were derived.
 AY1564
 AY1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8078587480(NAD 83)
 AY1564_MARKER: DS = TRIANGULATION STATION DISK
 AY1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1564_SP_SET: CONCRETE POST
 AY1564_STAMPING: MISSION 1924
 AY1564_MARK LOGO: CGS   
 AY1564_PROJECTION: PROJECTING 5 CENTIMETERS
 AY1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1564+STABILITY: SURFACE MOTION
 AY1564
 AY1564  HISTORY     - Date     Condition        Report By
 AY1564  HISTORY     - 1924     MONUMENTED       CGS
 AY1564  HISTORY     - 1935     GOOD             CGS
 AY1564  HISTORY     - 1937     GOOD             TXHD
 AY1564  HISTORY     - 1956     GOOD             AMS
 AY1564  HISTORY     - 1980     GOOD             NGS
 AY1564  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1564  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1564  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY1564
 AY1564                          STATION DESCRIPTION
 AY1564
 AY1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY1564'ON MISSION HILL, ABOUT 3 MILES BY ROAD W OF NEW BRAUNFELS,
 AY1564'ON PROPERTY OF MR. CORETH, ABOUT 33 YARDS N OF OLD HOME
 AY1564'DWELLING AND 7-1/2 YARDS S OF HOUSE BUILT BY MR. CORETHS
 AY1564'SON.  IN 1924 STATION MISSION WAS RECOVERED BUT COULD NOT
 AY1564'BE OCCUPIED, AS IT WAS BUT 8 INCHES FROM S FOUNDATION WALL
 AY1564'OF NEW HOUSE.  THE 1903 STATION IS IDENTICAL WITH STATION
 AY1564'MISSION HILL (U.S.G.S.), WHICH IS MARKED WITH IRON PIPE
 AY1564'WITH SCREW-TOP TABLET SET IN CONCRETE, AND IS 6.536 METERS
 AY1564'(21.44 FEET) FROM THE 1924 STATION N 15 DEG 02 MIN E.
 AY1564'THE 1924 STATION, CALLED MISSION ECCENTRIC TO
 AY1564'DISTINGUISH IT FROM THE OLD STATION, IS MARKED UNDERGROUND BY A
 AY1564'STANDARD DISK STATION MARK SET IN A DRILL HOLE IN BEDROCK,
 AY1564'AND AT SURFACE BY STANDARD DISK STATION MARK SET
 AY1564'IN CONCRETE.
 AY1564
 AY1564                          STATION RECOVERY (1935)
 AY1564
 AY1564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1564'THIS STATION WAS FOUND AS DESCRIBED, AND IN EXCELLENT CONDITION.
 AY1564'TWO STATION MARKS WERE FOUND ON THIS HILL.  ONE, A STANDARD
 AY1564'U.S.G.S. BENCH MARK CAP ON AN IRON PIPE (THE 1903 STATION),
 AY1564'IS LOCATED ABOUT 6 INCHES FROM THE S SIDE OF A NEW WHITE
 AY1564'COTTAGE ON THE HILL N OF CORETHS HOUSE.  IT IS LOCATED DIRECTLY
 AY1564'BENEATH THE DRAIN PIPE FROM THE GUTTER OF THIS HOUSE.  THERE
 AY1564'IS NO FENCE AS DESCRIBED ON THIS HILL NOW.
 AY1564'
 AY1564'A STANDARD DISK TRIANGULATION STATION MARK STAMPED MISSION
 AY1564'1924 WAS FOUND, AND IS LOCATED ALMOST IN THE DESCRIBED LOCATION
 AY1564'OF THE OLD REFERENCE MARK.  IT IS LOCATED APPROXIMATELY IN
 AY1564'THE CENTER OF A TRIANGLE FORMED BY THREE LARGE TREES ON THE
 AY1564'HILL, AND IS ABOUT SEVEN YARDS DUE S (MAGNETIC) FROM THE
 AY1564'U.S.G.S. PIPE.  THIS NEW STANDARD DISK STATION MARK IS EVIDENTLY
 AY1564'MISSION ECCENTRIC, ALTHOUGH NO DESCRIPTION OF THIS MARK
 AY1564'WAS AVAILABLE TO THIS PARTY.  THE OLD REFERENCE MARK WAS
 AY1564'SEARCHED FOR BUT WAS NOT RECOVERED.
 AY1564'
 AY1564'TO REACH THIS STATION FROM NEW BRAUNFELS, TAKE STATE HIGHWAY
 AY1564'46 TOWARD SMITHSON VALLEY, DISTANT 2.4 MILES FROM THE SQUARE
 AY1564'IN NEW BRAUNFELS.  AT THIS POINT, THE CORETH HOUSE IS PLAINLY
 AY1564'VISIBLE, BEING A LARGE WHITE HOUSE ON TOP OF A VERY PROMINENT
 AY1564'HILL ABOUT 1/2 MILE LEFT OF ROAD.  TAKE GRAVEL ROAD TURNING
 AY1564'LEFT TO THIS HOUSE.
 AY1564
 AY1564                          STATION RECOVERY (1937)
 AY1564
 AY1564'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1564'MISSION ECCENTRIC 1924 AND MISSION HILL (U.S.G.S.), WHICH
 AY1564'IS IDENTICAL WITH STATION MISSION 1903, WERE RECOVERED IN
 AY1564'GOOD CONDITION AND AS DESCRIBED.  DESCRIPTION FOR LOCATING
 AY1564'STATION IS SUFFICIENT.
 AY1564
 AY1564                          STATION RECOVERY (1956)
 AY1564
 AY1564'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1564'STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN
 AY1564'THE CENTER OF A TRIANGLE FORMED BY 3 TREES, 22 FT. S. OF S.
 AY1564'EDGE OF HOUSE, 42 FT. N. OF CENTER OF SMALL ROUND TANK, 59
 AY1564'FT. W. OF FENCE CORNER OF SE CORNER OF YARD, AND 21.4 FT. S.
 AY1564'OF MISSION HILL.
 AY1564
 AY1564                          STATION RECOVERY (1980)
 AY1564
 AY1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY1564'0.8 KM (0.5 MI) WEST FROM NEW BRAUNFELS.
 AY1564'0.1 KM (0.05 MI) NORTHWEST ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 AY1564'LOOP 337 AT THE WEST EDGE OF NEW BRAUNFELS, THENCE 0.7 KM (0.45 MI)
 AY1564'WEST ALONG A PAVED ROAD, AT THE TOP OF MISSION HILL, ON PROPERTY OWNED
 AY1564'BY MRS. FRANK CORETH, 6.7 METERS (22.0 FT) SOUTH OF THE SOUTH FACE OF
 AY1564'A WHITE COTTAGE, 10.1 METERS (33.0 FT) NORTH OF THE NORTHWEST LEG OF
 AY1564'AN OLD STEEL WATER TANK, 3.4 METERS (11.0 FT) NORTHEAST OF A 75-CM PIN
 AY1564'OAK TREE, 3.7 METERS (12.0 FT) SOUTHWEST OF A 75-CM PIN OAK TREE,
 AY1564'6.6 METERS (21.7 FT) SOUTH OF MISSION HILL USGS, 3.6 METERS (11.8 FT)
 AY1564'WEST OF MISSION HILL RM USGS.
 AY1564
 AY1564                          STATION RECOVERY (1989)
 AY1564
 AY1564'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1564'MARK NOT FOUND.
 AY1564
 AY1564                          STATION RECOVERY (1989)
 AY1564
 AY1564'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1564'MARK NOT FOUND.
 AY1564
 AY1564                          STATION RECOVERY (1993)
 AY1564
 AY1564'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1519 ***********************************************************************
 AE1519  DESIGNATION -  MISSION EDINBURG WATER CO STK
 AE1519  PID         -  AE1519
 AE1519  STATE/COUNTY-  TX/HIDALGO
 AE1519  USGS QUAD   -  MISSION (1983)
 AE1519
 AE1519                         *CURRENT SURVEY CONTROL
 AE1519  ___________________________________________________________________
 AE1519* NAD 83(1993)-  26 09 45.65177(N)    098 19 57.65114(W)     ADJUSTED  
 AE1519* NAVD 88     -                                                        
 AE1519  ___________________________________________________________________
 AE1519  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AE1519  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE1519
 AE1519  HORZ ORDER  -  THIRD
 AE1519
 AE1519.The horizontal coordinates were established by classical geodetic methods
 AE1519.and adjusted by the National Geodetic Survey in February 1996..
 AE1519
 AE1519
 AE1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1519
 AE1519.The geoid height was determined by GEOID03.
 AE1519
 AE1519;                    North         East     Units Scale Factor Converg.
 AE1519;SPC TX S     - 5,054,967.063   316,728.481   MT  1.00000101   +0 04 33.5
 AE1519;SPC TX S     -16,584,504.44  1,039,133.36   sFT  1.00000101   +0 04 33.5
 AE1519;UTM  14      - 2,893,871.189   566,692.418   MT  0.99965492   +0 17 39.3
 AE1519
 AE1519                          SUPERSEDED SURVEY CONTROL
 AE1519
 AE1519  NAD 83(1986)-  26 09 45.65693(N)    098 19 57.61555(W) AD(       ) 4
 AE1519  NAD 27      -  26 09 44.38409(N)    098 19 56.55971(W) AD(       ) 3
 AE1519
 AE1519.Superseded values are not recommended for survey control.
 AE1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1519.See file dsdata.txt to determine how the superseded data were derived.
 AE1519
 AE1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6669293871(NAD 83)
 AE1519_MARKER: 63 = STACK
 AE1519
 AE1519  HISTORY     - Date     Condition        Report By
 AE1519  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1519
 AE1519                          STATION DESCRIPTION
 AE1519
 AE1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1519'POINT OBSERVED IS THE CENTER OF AN IRON STACK LOCATED AT
 AE1519'THE EDENBURG WATER SYSTEMS ABANDONED PLANT ABOUT 3 MILES
 AE1519'S OF TOWN.
 AE1519'
 AE1519'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS HICKLEY
 AE1519'AND ORANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1522 ***********************************************************************
 AE1522  DESIGNATION -  MISSION GUADALUPE CATH CH
 AE1522  PID         -  AE1522
 AE1522  STATE/COUNTY-  TX/HIDALGO
 AE1522  USGS QUAD   -  MISSION (1983)
 AE1522
 AE1522                         *CURRENT SURVEY CONTROL
 AE1522  ___________________________________________________________________
 AE1522* NAD 83(1993)-  26 12 42.69467(N)    098 19 38.01762(W)     ADJUSTED  
 AE1522* NAVD 88     -                                                        
 AE1522  ___________________________________________________________________
 AE1522  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AE1522  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE1522
 AE1522  HORZ ORDER  -  THIRD
 AE1522
 AE1522.The horizontal coordinates were established by classical geodetic methods
 AE1522.and adjusted by the National Geodetic Survey in February 1996..
 AE1522
 AE1522
 AE1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1522
 AE1522.The geoid height was determined by GEOID03.
 AE1522
 AE1522;                    North         East     Units Scale Factor Converg.
 AE1522;SPC TX S     - 5,060,416.303   317,266.285   MT  0.99998892   +0 04 42.4
 AE1522;SPC TX S     -16,602,382.49  1,040,897.80   sFT  0.99998892   +0 04 42.4
 AE1522;UTM  14      - 2,899,320.590   567,209.261   MT  0.99965577   +0 17 49.8
 AE1522
 AE1522                          SUPERSEDED SURVEY CONTROL
 AE1522
 AE1522  NAD 83(1986)-  26 12 42.70013(N)    098 19 37.98248(W) AD(       ) 4
 AE1522  NAD 27      -  26 12 41.43425(N)    098 19 36.92905(W) AD(       ) 3
 AE1522
 AE1522.Superseded values are not recommended for survey control.
 AE1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1522.See file dsdata.txt to determine how the superseded data were derived.
 AE1522
 AE1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6720999321(NAD 83)
 AE1522_MARKER: 91 = CHURCH CROSS
 AE1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1522+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 AE1522
 AE1522  HISTORY     - Date     Condition        Report By
 AE1522  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1522  HISTORY     - 20040320 GOOD             USPSQD
 AE1522
 AE1522                          STATION DESCRIPTION
 AE1522
 AE1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1522'POINT OBSERVED UPON IS THE TIP OF CROSS ON GUADALUPE CATHOLIC
 AE1522'CHURCH LOCATED ON 6TH STREET, 1/2 BLOCK W OF LOMITA STREET.
 AE1522'CROSS IS 60 FEET HIGH.
 AE1522'
 AE1522'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC ALLEN
 AE1522'ECC., PALM, ORANGE, SIGLER AND HICKLEY.
 AE1522
 AE1522                          STATION RECOVERY (2004)
 AE1522
 AE1522'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE1522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1565 ***********************************************************************
 AY1565  DESIGNATION -  MISSION HILL RM
 AY1565  PID         -  AY1565
 AY1565  STATE/COUNTY-  TX/COMAL
 AY1565  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1565
 AY1565                         *CURRENT SURVEY CONTROL
 AY1565  ___________________________________________________________________
 AY1565* NAD 83(1986)-  29 42 51.     (N)    098 09 55.     (W)     SCALED    
 AY1565* NAVD 88     -       296.139  (meters)     971.58   (feet)  ADJUSTED  
 AY1565  ___________________________________________________________________
 AY1565  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY1565  DYNAMIC HT  -         295.714 (meters)     970.19  (feet)  COMP
 AY1565  MODELED GRAV-     979,200.5   (mgal)                       NAVD 88
 AY1565
 AY1565  VERT ORDER  -  FIRST     CLASS II
 AY1565
 AY1565.The horizontal coordinates were scaled from a topographic map and have
 AY1565.an estimated accuracy of +/- 6 seconds.
 AY1565
 AY1565.The orthometric height was determined by differential leveling
 AY1565.and adjusted by the National Geodetic Survey in June 1991..
 AY1565
 AY1565.The geoid height was determined by GEOID03.
 AY1565
 AY1565.The dynamic height is computed by dividing the NAVD 88
 AY1565.geopotential number by the normal gravity value computed on the
 AY1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1565.degrees latitude (g = 980.6199 gals.).
 AY1565
 AY1565.The modeled gravity was interpolated from observed gravity values.
 AY1565
 AY1565;                    North         East    Units  Estimated Accuracy
 AY1565;SPC TXSC     - 4,208,740.      680,760.      MT  (+/- 180 meters Scaled)
 AY1565
 AY1565                          SUPERSEDED SURVEY CONTROL
 AY1565
 AY1565.No superseded survey control is available for this station.
 AY1565
 AY1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT807874(NAD 83)
 AY1565_MARKER: Z = SEE DESCRIPTION
 AY1565_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY1565_SP_SET: SHALLOW-SET PIPE
 AY1565_MARK LOGO: NONE  
 AY1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1565
 AY1565  HISTORY     - Date     Condition        Report By
 AY1565  HISTORY     - 1903     MONUMENTED       CGS
 AY1565  HISTORY     - 1980     GOOD             NGS
 AY1565  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1565  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1565  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY1565
 AY1565                          STATION DESCRIPTION
 AY1565
 AY1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1565'0.8 KM (0.5 MI) WEST FROM NEW BRAUNFELS.
 AY1565'0.1 KM (0.05 MI) NORTHWEST ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 AY1565'LOOP 337 AT THE WEST EDGE OF NEW BRAUNFELS, THENCE 0.7 KM (0.45 MI)
 AY1565'WEST ALONG A PAVED ROAD, AT THE TOP OF MISSION HILL, ON PROPERTY OWNED
 AY1565'BY MRS. FRANK CORETH, A NAIL IN AN IRON PIPE SET IN CONCRETE WITH THE
 AY1565'LETTERS U.S.C.+G.S. 1903, CUT INTO THE TOP OF THE CEMENT, 6.7 METERS
 AY1565'(22.0 FT) SOUTH OF THE SOUTH FACE OF A WHITE COTTAGE, 1.8 METERS
 AY1565'(6.0 FT) SOUTH OF A 75-CM PIN OAK TREE, 3.6 METERS (11.8 FT) EAST OF
 AY1565'TRIANGULATION STATION MISSION ECC.
 AY1565'THE MARK IS 0.15 M ABOVE THE DRIVEWAY.
 AY1565
 AY1565                          STATION RECOVERY (1989)
 AY1565
 AY1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1565'MARK NOT FOUND.
 AY1565
 AY1565                          STATION RECOVERY (1989)
 AY1565
 AY1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1565'MARK NOT FOUND.
 AY1565
 AY1565                          STATION RECOVERY (1993)
 AY1565
 AY1565'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1799 ***********************************************************************
 AY1799  DESIGNATION -  MISSION MISSION HILL USGS 1903
 AY1799  PID         -  AY1799
 AY1799  STATE/COUNTY-  TX/COMAL
 AY1799  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1799
 AY1799                         *CURRENT SURVEY CONTROL
 AY1799  ___________________________________________________________________
 AY1799* NAD 83(1993)-  29 42 53.64318(N)    098 09 53.16225(W)     ADJUSTED  
 AY1799* NAVD 88     -       295.9    (meters)     971.     (feet)  VERTCON   
 AY1799  ___________________________________________________________________
 AY1799  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AY1799  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY1799
 AY1799  HORZ ORDER  -  FIRST
 AY1799
 AY1799.The horizontal coordinates were established by classical geodetic methods
 AY1799.and adjusted by the National Geodetic Survey in February 1996..
 AY1799
 AY1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1799
 AY1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1799
 AY1799.The geoid height was determined by GEOID03.
 AY1799
 AY1799;                    North         East     Units Scale Factor Converg.
 AY1799;SPC TXSC     - 4,208,817.309   680,807.884   MT  0.99988516   +0 24 33.1
 AY1799;SPC TXSC     -13,808,428.12  2,233,617.20   sFT  0.99988516   +0 24 33.1
 AY1799;UTM  14      - 3,287,486.635   580,786.992   MT  0.99968053   +0 24 50.5
 AY1799
 AY1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1799!SPC TXSC     -   0.99995755  x   0.99988516  =   0.99984272
 AY1799!UTM  14      -   0.99995755  x   0.99968053  =   0.99963810
 AY1799
 AY1799:                Primary Azimuth Mark                     Grid Az
 AY1799:SPC TXSC     -  HERNDON HILL USGS 1903                   164 52 58.4
 AY1799:UTM  14      -  HERNDON HILL USGS 1903                   164 52 41.0
 AY1799
 AY1799|---------------------------------------------------------------------|
 AY1799| PID    Reference Object                     Distance      Geod. Az  |
 AY1799|                                                           dddmmss.s |
 AY1799| AY1793 HERNDON HILL USGS 1903              APPROX.19.5 KM 1651731.5 |
 AY1799|---------------------------------------------------------------------|
 AY1799
 AY1799                          SUPERSEDED SURVEY CONTROL
 AY1799
 AY1799  NAD 83(1986)-  29 42 53.65016(N)    098 09 53.14411(W) AD(       ) 1
 AY1799  NAD 27      -  29 42 52.84300(N)    098 09 52.10900(W) AD(       ) 1
 AY1799  NGVD 29 (07/19/86)  295.8    (m)          970.     (f) VERT ANG       
 AY1799
 AY1799.Superseded values are not recommended for survey control.
 AY1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1799.See file dsdata.txt to determine how the superseded data were derived.
 AY1799
 AY1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8078787487(NAD 83)
 AY1799_MARKER: P = PIPE CAP
 AY1799_SETTING: 0 = UNSPECIFIED SETTING
 AY1799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1799
 AY1799  HISTORY     - Date     Condition        Report By
 AY1799  HISTORY     - 1903     MONUMENTED       USGS
 AY1799  HISTORY     - 1924     GOOD             CGS
 AY1799  HISTORY     - 1935     GOOD             CGS
 AY1799  HISTORY     - 1956     GOOD             AMS
 AY1799  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY1799
 AY1799                          STATION DESCRIPTION
 AY1799
 AY1799'DESCRIBED BY US GEOLOGICAL SURVEY 1903 (WHB)
 AY1799'STATION IS ON MISSION HILL, 3 MILES BY ROAD W OF NEW BRAUNFELS,
 AY1799'ON LAND OWNED IN 1903 BY FRANK CORETH, ABOUT 40 PACES N
 AY1799'5 DEG W (MAGNETIC) OF THE NW CORNER OF HIS HOUSE ON THE
 AY1799'TOP OF THE SAME HILL.  IT IS IDENTICAL WITH MISSION HILL
 AY1799'(U.S.G.S.), AND IS MARKED WITH THEIR USUAL PIPE WHICH PROJECTS
 AY1799'0.85 FOOT ABOVE THE GROUND.  THE TOWER IS TO BE BOARDED
 AY1799'UP AND USED AS A GRANARY BY MR. CORETH.  REFERENCE MARK
 AY1799'IS NAIL IN IRON PIPE SET IN CONCRETE, WITH LETTERS U.S.C.
 AY1799'AND G.S. 1903 CUT IN THE CEMENT, AND IS AT ABOUT THE SAME
 AY1799'ELEVATION AS THE STATION, CLOSE TO THE FENCE LINE ON THE
 AY1799'TOP OF THE HILL, 2.2 FEET W FROM THE FENCE AND 5.8 FEET
 AY1799'AND 7.9 FEET N AND S, RESPECTIVELY, FROM TWO LARGE TREES
 AY1799'NEAR THE TOWER TO WHICH THE FENCE IS NAILED.  DISTANCES
 AY1799'AND BEARINGS TO VARIOUS POINTS ARE AS FOLLOWS--REFERENCE
 AY1799'MARK, 6.493 METERS (21.30 FEET), S 22 DEG 45 MIN W
 AY1799'(MAGNETIC).  S GABLE OF MR. CORETHS HOUSE, ABOUT 50 PACES,
 AY1799'S 00 DEG 40 MIN W.  NEW BRAUNFELS, COURTHOUSE TOWER, 2-1/2 MILES,
 AY1799'S 71 DEG 52 MIN E.  NEW BRAUNFELS STANDPIPE 2-1/2
 AY1799'MILES S 64 DEG 23 MIN E.
 AY1799
 AY1799                          STATION RECOVERY (1924)
 AY1799
 AY1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 AY1799'RECOVERED, AND A NEW STATION ESTABLISHED 6.536 METERS
 AY1799'(21.44 FEET) THERE FROM S 15 DEG 02 MIN W.
 AY1799
 AY1799                          STATION RECOVERY (1935)
 AY1799
 AY1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1799'THIS STATION WAS FOUND AS DESCRIBED, AND IN EXCELLENT CONDITION.
 AY1799'TWO STATION MARKS WERE FOUND ON THIS HILL.  ONE, A STANDARD
 AY1799'U.S.G.S. BENCH MARK CAP ON AN IRON PIPE, IS LOCATED ABOUT
 AY1799'6 INCHES FROM THE S SIDE OF A NEW WHITE COTTAGE ON THE HILL
 AY1799'N OF CORETHS HOUSE.  IT IS LOCATED DIRECTLY BENEATH THE
 AY1799'DRAIN PIPE FROM THE GUTTER OF THIS HOUSE.  THERE IS NO FENCE
 AY1799'AS DESCRIBED ON THIS HILL NOW.  A STANDARD DISK STATION MARK
 AY1799'STAMPED MISSION 1924 WAS FOUND, AND IS LOCATED ALMOST IN THE
 AY1799'DESCRIBED LOCATION OF THE OLD REFERENCE MARK.  IT IS LOCATED
 AY1799'APPROXIMATELY IN THE CENTER OF A TRIANGLE FORMED BY THREE
 AY1799'LARGE TREES ON THE HILL, AND IS ABOUT 7 YARDS DUE S
 AY1799'(MAGNETIC) FROM THE U.S.G.S. PIPE.  THIS NEW STANDARD DISK
 AY1799'STATION MARK IS EVIDENTLY MISSION ECCENTRIC, ALTHOUGH I
 AY1799'HAVE NO DESCRIPTION OF THIS MARK.  THE OLD REFERENCE MARK WAS
 AY1799'SEARCHED FOR BUT WAS NOT RECOVERED.  TO REACH THIS
 AY1799'STATION FROM NEW BRAUNFELS, TAKE STATE HIGHWAY 46 TOWARDS
 AY1799'SMITHSON VALLEY, DISTANCE 2.4 MILES FROM THE SQUARE IN
 AY1799'NEW BRAUNFELS.  AT THIS POINT, THE CORETH HOUSE IS PLAINLY
 AY1799'VISIBLE, BEING A LARGE WHITE HOUSE ON TOP OF A VERY
 AY1799'PROMINENT HILL ABOUT 1/2 MILE LEFT OF ROAD.  TAKE GRAVEL
 AY1799'ROAD TURNING LEFT TO THIS HOUSE.
 AY1799
 AY1799                          STATION RECOVERY (1956)
 AY1799
 AY1799'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1799'STATION WAS RECOVERED AS DESCRIBED.  IT PROJECTS 0.8 FOOT
 AY1799'AND IS 21.4 FEET NORTH OF STATION MISSION ECC. AND 8 IN
 AY1799'SOUTH OF THE SOUTH EDGE OF A HOUSE.
 AY1799
 AY1799                          STATION RECOVERY (1993)
 AY1799
 AY1799'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1532 ***********************************************************************
 AE1532  DESIGNATION -  MISSION MUN TANK NO 2
 AE1532  PID         -  AE1532
 AE1532  STATE/COUNTY-  TX/HIDALGO
 AE1532  USGS QUAD   -  MISSION (1983)
 AE1532
 AE1532                         *CURRENT SURVEY CONTROL
 AE1532  ___________________________________________________________________
 AE1532* NAD 83(1993)-  26 12 43.83795(N)    098 17 43.08686(W)     ADJUSTED  
 AE1532* NAVD 88     -                                                        
 AE1532  ___________________________________________________________________
 AE1532  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AE1532  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE1532
 AE1532  HORZ ORDER  -  THIRD
 AE1532
 AE1532.The horizontal coordinates were established by classical geodetic methods
 AE1532.and adjusted by the National Geodetic Survey in February 1996..
 AE1532
 AE1532
 AE1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1532
 AE1532.The geoid height was determined by GEOID03.
 AE1532
 AE1532;                    North         East     Units Scale Factor Converg.
 AE1532;SPC TX S     - 5,060,456.259   320,456.713   MT  0.99998885   +0 05 34.6
 AE1532;SPC TX S     -16,602,513.58  1,051,365.07   sFT  0.99998885   +0 05 34.6
 AE1532;UTM  14      - 2,899,372.697   570,398.460   MT  0.99966119   +0 18 40.6
 AE1532
 AE1532                          SUPERSEDED SURVEY CONTROL
 AE1532
 AE1532  NAD 83(1986)-  26 12 43.84376(N)    098 17 43.05134(W) AD(       ) 4
 AE1532  NAD 27      -  26 12 42.57860(N)    098 17 41.99626(W) AD(       ) 3
 AE1532
 AE1532.Superseded values are not recommended for survey control.
 AE1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1532.See file dsdata.txt to determine how the superseded data were derived.
 AE1532
 AE1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7039899373(NAD 83)
 AE1532_MARKER: 53 = ELEVATED TANK
 AE1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1532+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 AE1532
 AE1532  HISTORY     - Date     Condition        Report By
 AE1532  HISTORY     - 1974     FIRST OBSERVED   NGS
 AE1532  HISTORY     - 20040320 GOOD             USPSQD
 AE1532
 AE1532                          STATION DESCRIPTION
 AE1532
 AE1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1532'THE STATION, MISSION MUNICIPAL WATER TANK NUMBER 2, IS THE CENTER
 AE1532'OF THE TOP OF A 165 FEET HIGH, ELEVATED WATER TANK THAT HAS 6 LEGS
 AE1532'AND IS PAINTED SILVER WITH MISSION PAINTED ON IT IN BLACK LETTERS.
 AE1532'
 AE1532'TO REACH FROM THE JUNCTION OF FARM ROAD 396 AND BUSINESS U.S. HIGHWAY
 AE1532'83 IN MISSION, GO EAST ON U.S. 83 FOR 0.8 MILE TO THE TANK ON THE
 AE1532'LEFT.  IT IS 250 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 83, 400
 AE1532'FEET EAST OF THE CENTER OF LUCKSINGER ROAD AND IN THE EAST SECTION
 AE1532'OF MISSION.
 AE1532'
 AE1532'THE PUBLIC WORKS DIRECTOR STATED THAT THE TANK WAS BUILT IN 1965.
 AE1532
 AE1532                          STATION RECOVERY (2004)
 AE1532
 AE1532'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE1532'WATER TOWER IS NOW PAINTED WHITE, WITH THE WORD MISSION PAINTED IN
 AE1532'BLACK ON THE WEST FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1518 ***********************************************************************
 AE1518  DESIGNATION -  MISSION NEW MUNICIPAL TANK
 AE1518  PID         -  AE1518
 AE1518  STATE/COUNTY-  TX/HIDALGO
 AE1518  USGS QUAD   -  MISSION (1983)
 AE1518
 AE1518                         *CURRENT SURVEY CONTROL
 AE1518  ___________________________________________________________________
 AE1518* NAD 83(1993)-  26 13 02.21399(N)    098 19 47.68120(W)     ADJUSTED  
 AE1518* NAVD 88     -                                                        
 AE1518  ___________________________________________________________________
 AE1518  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AE1518  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE1518
 AE1518  HORZ ORDER  -  THIRD
 AE1518
 AE1518.The horizontal coordinates were established by classical geodetic methods
 AE1518.and adjusted by the National Geodetic Survey in February 1996..
 AE1518
 AE1518
 AE1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1518
 AE1518.The geoid height was determined by GEOID03.
 AE1518
 AE1518;                    North         East     Units Scale Factor Converg.
 AE1518;SPC TX S     - 5,061,016.645   316,997.214   MT  0.99998764   +0 04 38.0
 AE1518;SPC TX S     -16,604,352.11  1,040,015.03   sFT  0.99998764   +0 04 38.0
 AE1518;UTM  14      - 2,899,919.700   566,937.990   MT  0.99965532   +0 17 45.7
 AE1518
 AE1518                          SUPERSEDED SURVEY CONTROL
 AE1518
 AE1518  NAD 83(1986)-  26 13 02.21983(N)    098 19 47.64562(W) AD(       ) 4
 AE1518  NAD 27      -  26 13 00.95653(N)    098 19 46.58839(W) AD(       ) 3
 AE1518
 AE1518.Superseded values are not recommended for survey control.
 AE1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1518.See file dsdata.txt to determine how the superseded data were derived.
 AE1518
 AE1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6693899920(NAD 83)
 AE1518_MARKER: 53 = ELEVATED TANK
 AE1518
 AE1518  HISTORY     - Date     Condition        Report By
 AE1518  HISTORY     - 1947     FIRST OBSERVED   CGS
 AE1518  HISTORY     - 1974     GOOD             NGS
 AE1518  HISTORY     - 1987     GOOD             USPSQD
 AE1518
 AE1518                          STATION DESCRIPTION
 AE1518
 AE1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AE1518'STATION IS LOCATED IN THE CITY OF MISSION 0.3 MILE WEST
 AE1518'OF THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 107
 AE1518'AND 300 FEET NORTH OF HIGHWAY 83.  IT IS A BALL TYPE WATER
 AE1518'TANK ATOP A TEN LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH AND
 AE1518'BUILT IN 1946.  THE TANK IS PAINTED SILVER.  THE POINT OBSERVED
 AE1518'ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 AE1518
 AE1518                          STATION RECOVERY (1974)
 AE1518
 AE1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1518'THE STATION, MISSION MUNICIPAL WATER TANK 1947 WAS RECOVERED.
 AE1518'THE TANK IS 165 FEET HIGH AND NOT 125 FEET AS STATED IN
 AE1518'THE 1947 DESCRIPTION.
 AE1518'
 AE1518'IT IS SUPPORTED BY 10 TRUSSWORK LEGS, IS PAINTED SILVER AND
 AE1518'HAS MISSION PAINTED ON IT IN BLACK LETTERS.
 AE1518'
 AE1518'IT IS LOCATED IN THE CITY OF MISSION, 0.3 MILE WEST OF THE
 AE1518'JUNCTION OF U.S. BUSINESS 83 AND STATE HIGHWAY 107, 300 FEET
 AE1518'NORTH OF THE CENTER OF U.S. 83 AND AT THE CORNER OF SLABOUGH
 AE1518'AND ELEVENTH STREETS.
 AE1518'
 AE1518'THE PUBLIC WORKS DIRECTOR STATED THE TANK WAS BUILT IN 1946.
 AE1518
 AE1518                          STATION RECOVERY (1987)
 AE1518
 AE1518'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1515 ***********************************************************************
 AE1515  DESIGNATION -  MISSION UNITED IRRIG 2ND STK
 AE1515  PID         -  AE1515
 AE1515  STATE/COUNTY-  TX/HIDALGO
 AE1515  USGS QUAD   -  MISSION (1983)
 AE1515
 AE1515                         *CURRENT SURVEY CONTROL
 AE1515  ___________________________________________________________________
 AE1515* NAD 83(1993)-  26 12 44.27217(N)    098 19 51.82482(W)     ADJUSTED  
 AE1515* NAVD 88     -                                                        
 AE1515  ___________________________________________________________________
 AE1515  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AE1515  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE1515
 AE1515  HORZ ORDER  -  THIRD
 AE1515
 AE1515.The horizontal coordinates were established by classical geodetic methods
 AE1515.and adjusted by the National Geodetic Survey in February 1996..
 AE1515
 AE1515
 AE1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1515
 AE1515.The geoid height was determined by GEOID03.
 AE1515
 AE1515;                    North         East     Units Scale Factor Converg.
 AE1515;SPC TX S     - 5,060,464.332   316,882.931   MT  0.99998882   +0 04 36.1
 AE1515;SPC TX S     -16,602,540.06  1,039,640.08   sFT  0.99998882   +0 04 36.1
 AE1515;UTM  14      - 2,899,367.139   566,825.855   MT  0.99965514   +0 17 43.7
 AE1515
 AE1515                          SUPERSEDED SURVEY CONTROL
 AE1515
 AE1515  NAD 83(1986)-  26 12 44.27781(N)    098 19 51.78929(W) AD(       ) 4
 AE1515  NAD 27      -  26 12 43.01156(N)    098 19 50.72949(W) AD(       ) 3
 AE1515
 AE1515.Superseded values are not recommended for survey control.
 AE1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1515.See file dsdata.txt to determine how the superseded data were derived.
 AE1515
 AE1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6682699367(NAD 83)
 AE1515_MARKER: 63 = STACK
 AE1515
 AE1515  HISTORY     - Date     Condition        Report By
 AE1515  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1515
 AE1515                          STATION DESCRIPTION
 AE1515
 AE1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1515'POINT OBSERVED UPON IS THE CENTER OF A BRICK STACK 60 FEET
 AE1515'HIGH AT THE UNITED IRRIGATION COMPANYS 2ND LIFT PLANT IN
 AE1515'TOWN.
 AE1515'
 AE1515'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS PALM,
 AE1515'ORANGE, SIGLER, HICKLEY AND MISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1516 ***********************************************************************
 AE1516  DESIGNATION -  MISSION UNITED IRRIG 1ST STK
 AE1516  PID         -  AE1516
 AE1516  STATE/COUNTY-  TX/HIDALGO
 AE1516  USGS QUAD   -  MISSION (1983)
 AE1516
 AE1516                         *CURRENT SURVEY CONTROL
 AE1516  ___________________________________________________________________
 AE1516* NAD 83(1993)-  26 09 56.44811(N)    098 20 04.09980(W)     ADJUSTED  
 AE1516* NAVD 88     -                                                        
 AE1516  ___________________________________________________________________
 AE1516  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AE1516  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE1516
 AE1516  HORZ ORDER  -  THIRD
 AE1516
 AE1516.The horizontal coordinates were established by classical geodetic methods
 AE1516.and adjusted by the National Geodetic Survey in February 1996..
 AE1516
 AE1516
 AE1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1516
 AE1516.The geoid height was determined by GEOID03.
 AE1516
 AE1516;                    North         East     Units Scale Factor Converg.
 AE1516;SPC TX S     - 5,055,299.086   316,548.952   MT  1.00000025   +0 04 30.5
 AE1516;SPC TX S     -16,585,593.75  1,038,544.35   sFT  1.00000025   +0 04 30.5
 AE1516;UTM  14      - 2,894,202.411   566,511.688   MT  0.99965462   +0 17 36.6
 AE1516
 AE1516                          SUPERSEDED SURVEY CONTROL
 AE1516
 AE1516  NAD 83(1986)-  26 09 56.45342(N)    098 20 04.06411(W) AD(       ) 4
 AE1516  NAD 27      -  26 09 55.17923(N)    098 20 03.00804(W) AD(       ) 3
 AE1516
 AE1516.Superseded values are not recommended for survey control.
 AE1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1516.See file dsdata.txt to determine how the superseded data were derived.
 AE1516
 AE1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6651294202(NAD 83)
 AE1516_MARKER: 63 = STACK
 AE1516
 AE1516  HISTORY     - Date     Condition        Report By
 AE1516  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1516
 AE1516                          STATION DESCRIPTION
 AE1516
 AE1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1516'POINT OBSERVED UPON IS THE CENTER OF BRICK STACK 60 FEET
 AE1516'HIGH AT UNITED IRRIGATION COMPANYS FIRST LIFT PLANT 2 MILES
 AE1516'S OF TOWN.
 AE1516'
 AE1516'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS ORANGE
 AE1516'AND HICKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1520 ***********************************************************************
 AE1520  DESIGNATION -  MISSION UNITED IRRIG 3RD STK
 AE1520  PID         -  AE1520
 AE1520  STATE/COUNTY-  TX/HIDALGO
 AE1520  USGS QUAD   -  MISSION (1983)
 AE1520
 AE1520                         *CURRENT SURVEY CONTROL
 AE1520  ___________________________________________________________________
 AE1520* NAD 83(1993)-  26 14 56.81344(N)    098 19 58.06767(W)     ADJUSTED  
 AE1520* NAVD 88     -                                                        
 AE1520  ___________________________________________________________________
 AE1520  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AE1520  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE1520
 AE1520  HORZ ORDER  -  THIRD
 AE1520
 AE1520.The horizontal coordinates were established by classical geodetic methods
 AE1520.and adjusted by the National Geodetic Survey in February 1996..
 AE1520
 AE1520
 AE1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1520
 AE1520.The geoid height was determined by GEOID03.
 AE1520
 AE1520;                    North         East     Units Scale Factor Converg.
 AE1520;SPC TX S     - 5,064,543.048   316,704.226   MT  0.99998026   +0 04 33.3
 AE1520;SPC TX S     -16,615,921.65  1,039,053.78   sFT  0.99998026   +0 04 33.3
 AE1520;UTM  14      - 2,903,443.799   566,631.626   MT  0.99965482   +0 17 42.4
 AE1520
 AE1520                          SUPERSEDED SURVEY CONTROL
 AE1520
 AE1520  NAD 83(1986)-  26 14 56.81899(N)    098 19 58.03223(W) AD(       ) 4
 AE1520  NAD 27      -  26 14 55.55648(N)    098 19 56.97366(W) AD(       ) 3
 AE1520
 AE1520.Superseded values are not recommended for survey control.
 AE1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1520.See file dsdata.txt to determine how the superseded data were derived.
 AE1520
 AE1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6663203444(NAD 83)
 AE1520_MARKER: 63 = STACK
 AE1520
 AE1520  HISTORY     - Date     Condition        Report By
 AE1520  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1520  HISTORY     - 1974     GOOD             NGS
 AE1520
 AE1520                          STATION DESCRIPTION
 AE1520
 AE1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1520'POINT OBSERVED IS THE CENTER OF BRICK STACK AT UNITED IRRIGATION
 AE1520'COMPANYS 3RD LIFT PLANT 1 MILE N OF MISSION.  STACK IS 60
 AE1520'FEET HIGH.
 AE1520'
 AE1520'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC ALLEN
 AE1520'ECC., PALM, ORANGE AND MISSION.
 AE1520
 AE1520                          STATION RECOVERY (1974)
 AE1520
 AE1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 AE1520'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AE1520'THE SITE IS NOW CALLED THE 3RD LIFT PLANT FOR THE 7TH AND 14TH
 AE1520'WATER DISTRICT.
 AE1520'
 AE1520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 AE1520'1 MILE NORTH OF MISSION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6947 ***********************************************************************
 AW6947  DESIGNATION -  MISSOURI CITY KKU 836 RAD MAST
 AW6947  PID         -  AW6947
 AW6947  STATE/COUNTY-  TX/FORT BEND
 AW6947  USGS QUAD   -  MISSOURI CITY (1995)
 AW6947
 AW6947                         *CURRENT SURVEY CONTROL
 AW6947  ___________________________________________________________________
 AW6947* NAD 83(1993)-  29 37 12.95520(N)    095 31 52.06486(W)     ADJUSTED  
 AW6947* NAVD 88     -                                                        
 AW6947  ___________________________________________________________________
 AW6947  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6947  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6947
 AW6947  HORZ ORDER  -  THIRD
 AW6947
 AW6947.The horizontal coordinates were established by classical geodetic methods
 AW6947.and adjusted by the National Geodetic Survey in February 1996..
 AW6947
 AW6947
 AW6947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6947
 AW6947.The geoid height was determined by GEOID03.
 AW6947
 AW6947;                    North         East     Units Scale Factor Converg.
 AW6947;SPC TXSC     - 4,203,021.487   935,874.308   MT  0.99987560   +1 41 58.0
 AW6947;SPC TXSC     -13,789,413.00  3,070,447.63   sFT  0.99987560   +1 41 58.0
 AW6947;UTM  15      - 3,279,385.630   254,913.331   MT  1.00034121   -1 15 05.9
 AW6947
 AW6947                          SUPERSEDED SURVEY CONTROL
 AW6947
 AW6947  NAD 83(1986)-  29 37 12.96894(N)    095 31 52.04659(W) AD(       ) 4
 AW6947  NAD 27      -  29 37 12.12876(N)    095 31 51.24883(W) AD(       ) 3
 AW6947
 AW6947.Superseded values are not recommended for survey control.
 AW6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6947.See file dsdata.txt to determine how the superseded data were derived.
 AW6947
 AW6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5491379386(NAD 83)
 AW6947_MARKER: 42 = RADIO/TV MAST
 AW6947
 AW6947  HISTORY     - Date     Condition        Report By
 AW6947  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6947
 AW6947                          STATION DESCRIPTION
 AW6947
 AW6947'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6947'THE STATION IS OWNED BY THE MOORE PETROLEUM SERVICE AND IS LOCATED
 AW6947'4 MILES EAST OF THE JUNCTION OF U.S. HIGHWAYS 90A AND 59, 2.8 MILES
 AW6947'SOUTH-EAST OF THE J.K.BUTLER STADIUM, 2 MILES WEST OF THE BLUE
 AW6947'RIDGE STATE PRISON FARM AND ON THE SOUTHERN SIDE OF U.S. HIGHWAY
 AW6947'90A.
 AW6947'
 AW6947'IT IS A THREE LEGGED STEEL STRUCTURE WHICH IS PAINTED IN ALTERNATE
 AW6947'SECTIONS OF RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF 250 FEET.
 AW6947'
 AW6947'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0805 ***********************************************************************
 EN0805  DESIGNATION -  MITCH
 EN0805  PID         -  EN0805
 EN0805  STATE/COUNTY-  TX/BRISCOE
 EN0805  USGS QUAD   -  HARDSCRABBLE CREEK (1985)
 EN0805
 EN0805                         *CURRENT SURVEY CONTROL
 EN0805  ___________________________________________________________________
 EN0805* NAD 83(1993)-  34 43 13.26556(N)    101 09 47.79178(W)     ADJUSTED  
 EN0805* NAVD 88     -       897.1    (meters)    2943.     (feet)  VERTCON   
 EN0805  ___________________________________________________________________
 EN0805  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 EN0805  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EN0805
 EN0805  HORZ ORDER  -  SECOND
 EN0805
 EN0805.The horizontal coordinates were established by classical geodetic methods
 EN0805.and adjusted by the National Geodetic Survey in February 1996..
 EN0805
 EN0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0805
 EN0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0805
 EN0805.The geoid height was determined by GEOID03.
 EN0805
 EN0805;                    North         East     Units Scale Factor Converg.
 EN0805;SPC TX N     - 1,079,967.230   230,842.636   MT  0.99998444   +0 11 42.5
 EN0805;SPC TX N     - 3,543,192.49    757,356.21   sFT  0.99998444   +0 11 42.5
 EN0805;UTM  14      - 3,844,162.365   301,911.627   MT  1.00008366   -1 13 57.1
 EN0805
 EN0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0805!SPC TX N     -   0.99986349  x   0.99998444  =   0.99984793
 EN0805!UTM  14      -   0.99986349  x   1.00008366  =   0.99994714
 EN0805
 EN0805                          SUPERSEDED SURVEY CONTROL
 EN0805
 EN0805  NAD 83(1993)-  34 43 13.26805(N)    101 09 47.78856(W) AD(       ) 2
 EN0805  NAD 83(1986)-  34 43 13.27166(N)    101 09 47.78439(W) AD(       ) 2
 EN0805  NAD 27      -  34 43 13.07062(N)    101 09 46.22276(W) AD(       ) 2
 EN0805  NGVD 29 (01/19/93)  896.7    (m)         2942.     (f) VERT ANG       
 EN0805
 EN0805.Superseded values are not recommended for survey control.
 EN0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0805.See file dsdata.txt to determine how the superseded data were derived.
 EN0805
 EN0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0191244162(NAD 83)
 EN0805_MARKER: DD = SURVEY DISK
 EN0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0805+STABILITY: SURFACE MOTION
 EN0805
 EN0805  HISTORY     - Date     Condition        Report By
 EN0805  HISTORY     - 1954     MONUMENTED       USGS
 EN0805  HISTORY     - 1964     GOOD             USGS
 EN0805
 EN0805                          STATION DESCRIPTION
 EN0805
 EN0805'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0805'STATION IS LOCATED ABOUT 19.0 MI. AIRLINE NE. OF SILVERTON AND 6.5 MI.
 EN0805'AIRLINE SE. OF THE J. A. RANCH ON THE HIGHEST POINT OF A PROMINENT
 EN0805'HILL.
 EN0805'
 EN0805'TO REACH FROM THE POST OFFICE IN CLARENDEN, GO N. 1-1/2 BLOCK TO U.S.
 EN0805'HIGHWAY 287, GO LEFT (W.) ON 287 FOR 0.3 MI., TURN LEFT (S.) AND GO
 EN0805'0.7 MI. TO CROSSROAD, CONTINUE STRAIGHT AHEAD (W.) FOR 1.0 MI. TO
 EN0805'T-RD. S., GO LEFT (S.) FOR 2.0 MI. TO T-RD. W., GO RIGHT (W. AND SW.)
 EN0805'ALONG MAIN TRAVELED RD. FOR 12.3 MI. TO CATTLEGUARD AND RD. FORK S.
 EN0805'ON W. SIDE OF FENCE, GO LEFT (S.) FOR 1.2 MI. TO CROSSROAD, CONTINUE
 EN0805'ON S. FOR 6.1 MI. TO FORK E. OF CATTLEGUARD, TAKE RIGHT FORK (W.) AND
 EN0805'GO 1.2 MI. TO RD. FORK AT TOP OF HILL, GO LEFT (S.) FOR 0.9 MI. TO
 EN0805'RD. FORK AT WINDMILL, TAKE RIGHT FORK AND GO 0.4 MI. TO DIM FORK W.,
 EN0805'GO RIGHT (W.) ON DIM FORK FOR 0.2 MI. TO END OF TRUCK TRAVEL.  PACK
 EN0805'W. UP HILL TO HIGHEST POINT AND STATION SITE, ABOUT 5 MINUTE PACK.
 EN0805'
 EN0805'STATION MARK--A STANDARD TABLET STAMPED---MITCH 1954---, SET IN TOP
 EN0805'OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0805'
 EN0805'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---MITCH
 EN0805'NO. 1 1954---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FT.
 EN0805'ABOVE GROUND, 33.01 FT. FROM STATION MARK BEARING S 0 11 E.
 EN0805'
 EN0805'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---MITCH
 EN0805'NO. 2 1954---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FT.
 EN0805'ABOVE GROUND, 27.06 FT. FROM STATION MARK BEARING N 68 30 W.
 EN0805
 EN0805                          STATION RECOVERY (1964)
 EN0805
 EN0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JCC)
 EN0805'THE STATION IS ABOUT 21-1/2 MILES SOUTHWEST OF CLARENDON, 19 MILES
 EN0805'NORTH-NORTHEAST OF SILVERTON AND 6-3/4 MILES SOUTH-SOUTHEAST OF THE
 EN0805'VILLAGE OF PALODURO, ON TOP OF A BRUSH COVERED HILL.
 EN0805'
 EN0805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EN0805'HIGHWAY 70 IN THE EAST EDGE OF CLARENDON, GO SOUTHERLY ON STATE
 EN0805'HIGHWAY 70 FOR 17.75 MILES TO THE JUNCTION WITH STATE HIGHWAY 256.
 EN0805'TURN RIGHT AND GO WEST AND SOUTHWEST ON BOTH HIGHWAYS FOR 1.4
 EN0805'MILES TO A BRIDGE OVER MULBERRY CREEK.  CROSS BRIDGE AND CONTINUE
 EN0805'SOUTHERLY ON THE HIGHWAY FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT
 EN0805'FORK, (LEAVING THE HIGHWAY) ON A GRADED ROAD AND GO SOUTHWEST AND
 EN0805'WEST FOR 5.9 MILES TO A CATTLE GUARD (AFTER CROSSING TWO CATTLE
 EN0805'GUARDS).  CROSS CATTLE GUARD AND GO NORTHWEST ON GRADED ROAD
 EN0805'(CROSSING TWO MORE CATTLE GUARDS) FOR 5.4 MILES TO A CATTLE
 EN0805'GUARD JUST BEFORE REACHING SOME RANCH BUILDINGS.  CROSS CATTLE
 EN0805'GUARD AND CONTINUE NORTHWESTERLY ON GRADED ROAD, PASSING THE
 EN0805'RANCH BUILDINGS, FOR 1.5 MILES TO A CATTLE GUARD.  CROSS CATTLE
 EN0805'GUARD AND CONTINUE WESTERLY ON MAIN TRAVELED ROAD FOR 3.55 MILES
 EN0805'TO A CROSSROAD.  TURN LEFT AND GO SOUTH AND SOUTHWESTERLY ON
 EN0805'GRADED ROAD FOR 0.6 MILE TO A SIDE ROAD LEADING TO A RANCH HOUSE.
 EN0805'CONTINUE AHEAD ON MAIN TRAVELED ROAD FOR 1.65 MILES TO A FORK.
 EN0805'TAKE THE RIGHT FORK, CROSSING A CATTLE GUARD, FOR 0.1 MILE TO A
 EN0805'RANCH HOUSE.  TURN RIGHT AND GO NORTHERLY FOR 0.05 MILE TO A BOARD
 EN0805'GATE JUST SOUTH OF A CORRAL AND CATTLE SHED.  PASS THROUGH GATE
 EN0805'AND TURN RIGHT AND GO NORTHERLY ON TRACK ROAD FOR 0.75 MILE TO A
 EN0805'WIRE GATE.  PASS THROUGH GATE AND GO NORTHWESTERLY FOR 0.85 MILE TO
 EN0805'A WINDMILL, A STOCK TANK AND THE AZIMUTH MARK.  CONTINUE NORTHERLY ON
 EN0805'TRACK ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK, DIM TRACK
 EN0805'ROAD AND GO WESTERLY FOR 0.3 MILE.  TURN LEFT, LEAVING TRACK ROAD
 EN0805'AND GO SOUTHWESTERLY, WORKING WAY THROUGH HEAVY BRUSH FOR 0.5 MILE
 EN0805'TO A FENCE LINE.  TURN LEFT AND GO SOUTHEASTERLY UPHILL THROUGH
 EN0805'BRUSH FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 EN0805'
 EN0805'THE MARK IS A USGS BRONZE DISK, STAMPED MITCH 1954 2942, SET IN THE
 EN0805'TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 38
 EN0805'FEET NORTH OF A WIRE FENCE AND 8.3 FEET SOUTHEAST OF A WITNESS
 EN0805'POST.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 EN0805'MITCH, THE DISTANCE BEING 6.38 FEET OR 1.944 METERS SOUTH OF STATION
 EN0805'MITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0806 ***********************************************************************
 EN0806  DESIGNATION -  MITCH
 EN0806  PID         -  EN0806
 EN0806  STATE/COUNTY-  TX/BRISCOE
 EN0806  USGS QUAD   -  HARDSCRABBLE CREEK (1985)
 EN0806
 EN0806                         *CURRENT SURVEY CONTROL
 EN0806  ___________________________________________________________________
 EN0806* NAD 83(1993)-  34 43 13.32709(N)    101 09 47.80865(W)     ADJUSTED  
 EN0806* NAVD 88     -       897.     (meters)    2943.     (feet)  SCALED    
 EN0806  ___________________________________________________________________
 EN0806  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 EN0806  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EN0806
 EN0806  HORZ ORDER  -  SECOND
 EN0806
 EN0806.The horizontal coordinates were established by classical geodetic methods
 EN0806.and adjusted by the National Geodetic Survey in February 1996..
 EN0806
 EN0806.The orthometric height was scaled from a topographic map.
 EN0806
 EN0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0806
 EN0806.The geoid height was determined by GEOID03.
 EN0806
 EN0806;                    North         East     Units Scale Factor Converg.
 EN0806;SPC TX N     - 1,079,969.125   230,842.201   MT  0.99998443   +0 11 42.5
 EN0806;SPC TX N     - 3,543,198.70    757,354.79   sFT  0.99998443   +0 11 42.5
 EN0806;UTM  14      - 3,844,164.270   301,911.239   MT  1.00008366   -1 13 57.2
 EN0806
 EN0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0806!SPC TX N     -   0.99986345  x   0.99998443  =   0.99984788
 EN0806!UTM  14      -   0.99986345  x   1.00008366  =   0.99994709
 EN0806
 EN0806|---------------------------------------------------------------------|
 EN0806| PID    Reference Object                     Distance      Geod. Az  |
 EN0806|                                                           dddmmss.s |
 EN0806| EN0804 MITCH USGS 1964 RM 1                  8.295 METERS 01351     |
 EN0806| CJ7114 MITCH AZ MK                                        0735412.2 |
 EN0806| EN0803 MITCH USGS 1964 RM 2                  9.493 METERS 12112     |
 EN0806| EN0805 MITCH                                 1.944 METERS 16715     |
 EN0806|---------------------------------------------------------------------|
 EN0806
 EN0806                          SUPERSEDED SURVEY CONTROL
 EN0806
 EN0806  NAD 83(1993)-  34 43 13.32958(N)    101 09 47.80543(W) AD(       ) 2
 EN0806  NAD 83(1986)-  34 43 13.33319(N)    101 09 47.80126(W) AD(       ) 2
 EN0806  NAD 27      -  34 43 13.13215(N)    101 09 46.23962(W) AD(       ) 2
 EN0806
 EN0806.Superseded values are not recommended for survey control.
 EN0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0806.See file dsdata.txt to determine how the superseded data were derived.
 EN0806
 EN0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0191144164(NAD 83)
 EN0806_MARKER: DS = TRIANGULATION STATION DISK
 EN0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0806
 EN0806  HISTORY     - Date     Condition        Report By
 EN0806  HISTORY     - 1964     MONUMENTED       CGS
 EN0806
 EN0806                          STATION DESCRIPTION
 EN0806
 EN0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0806'THE STATION IS ABOUT 21-1/2 MILES SOUTHWEST OF CLAREDON, 19 MILES
 EN0806'NORTH-NORTHEAST OF SILVERTON AND 6-3/4 MILES SOUTH-SOUTHEAST OF THE
 EN0806'VILLAGE OF PALODURO, ON THE HIGHEAST POINT OF A BRUSH COVERED HILL,
 EN0806'THE HIGHEST IN THE IMMEDIATE VICINITY.
 EN0806'
 EN0806'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EN0806'HIGHWAY 70 IN THE EAST EDGE OF CLARENDON, GO SOUTHERLY ON STATE
 EN0806'HIGHWAY 70 FOR 17.75 MILES TO THE JUNCTION WITH STATE HIGHWAY 256.
 EN0806'TURN RIGHT AND GO WEST AND SOUTHWEST ON BOTH HIGHWAYS FOR 1.4
 EN0806'MILES TO A BRIDGE OVER MULBERRY CREEK.  CROSS BRIDGE AND CONTINUE
 EN0806'SOUTHERLY ON THE HIGHWAY FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT
 EN0806'FORK, (LEAVING THE HIGHWAY) ON A GRADED ROAD AND GO SOUTHWEST AND
 EN0806'WEST FOR 5.9 MILES TO A CATTLE GUARD (AFTER CROSSING TWO CATTLE
 EN0806'GUARDS).  CROSS CATTLE GUARD AND GO NORTHWEST ON GRADED ROAD
 EN0806'(CROSSING TWO MORE CATTLE GUARDS) FOR 5.4 MILES TO A CATTLE
 EN0806'GUARD JUST BEFORE REACHING SOME RANCH BUILDINGS.  CROSS CATTLE
 EN0806'GUARD AND CONTINUE NORTHWESTERLY ON GRADED ROAD, PASSING THE
 EN0806'RANCH BUILDINGS, FOR 1.5 MILES TO A CATTLE GUARD.  CROSS CATTLE
 EN0806'GUARD AND CONTINUE WESTERLY ON MAIN TRAVELED ROAD FOR 3.55 MILES
 EN0806'TO A CROSSROAD.  TURN LEFT AND GO SOUTH AND SOUTHWESTERLY ON
 EN0806'GRADED ROAD FOR 0.6 MILE TO A SIDE ROAD LEADING TO A RANCH HOUSE.
 EN0806'CONTINUE AHEAD ON MAIN TRAVELED ROAD FOR 1.65 MILES TO A FORK.
 EN0806'TAKE THE RIGHT FORK, CROSSING A CATTLE GUARD, FOR 0.1 MILE TO A
 EN0806'RANCH HOUSE.  TURN RIGHT AND GO NORTHERLY FOR 0.05 MILE TO A BOARD
 EN0806'GATE JUST SOUTH OF A CORRAL AND CATTLE SHED.  PASS THROUGH GATE
 EN0806'AND TURN RIGHT AND GO NORTHERLY ON TRACK ROAD FOR 0.75 MILE TO A
 EN0806'WIRE GATE.  PASS THROUGH GATE AND GO NORTHWESTERLY FOR 0.85 MILE TO
 EN0806'A WINDMILL, A STOCK TANK AND THE AZIMUTH MARK.  CONTINUE NORTHERLY ON
 EN0806'TRACK ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK, DIM TRACK
 EN0806'ROAD AND GO WESTERLY FOR 0.3 MILE.  TURN LEFT, LEAVING TRACK ROAD
 EN0806'AND GO SOUTHWESTERLY, WORKING WAY THROUGH HEAVY BRUSH FOR 0.5 MILE
 EN0806'TO A FENCE LINE.  TURN LEFT AND GO SOUTHEASTERLY UPHILL THROUGH
 EN0806'BRUSH FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 EN0806'
 EN0806'STATION MARK IS A STANDARD DISK, STAMPED MITCH 1964, SET IN THE TOP
 EN0806'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 42
 EN0806'FEET NORTH OF A WIRE FENCE AND 4.8 FEET EAST OF A WITNESS POST.
 EN0806'
 EN0806'MITCH (USGS) IS A BRONZE DISK, STAMPED MITCH 1954 2942, SET IN THE
 EN0806'TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 38
 EN0806'FEET NORTH OF THE FENCE LINE, 8.3 FEET SOUTHEAST OF THE WITNESS
 EN0806'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0806'
 EN0806'RM 1 (USGS) IS A BRONZE DISK, STAMPED MITCH 1954 NO 1, SET IN THE TOP
 EN0806'OF A 6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 29 FEET
 EN0806'NORTH-NORTHEAST OF THE WITNESS POST AND ABOUT 2 FEET LOWER THAN THE
 EN0806'STATION.
 EN0806'
 EN0806'RM 2 (USGS) IS A BRONZE DISK, STAMPED MITCH 1954 NO 2, SET IN THE TOP
 EN0806'OF A 6 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 45 FEET
 EN0806'NORTH OF THE FENCE LINE, 35 FEET EAST-SOUTHEAST OF THE WITNESS POST
 EN0806'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0806'
 EN0806'AZIMUTH MARK IS A STANDARD DISK, STAMPED MITCH 1964, SET IN THE TOP
 EN0806'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 23
 EN0806'FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, 11 FEET EAST OF THE
 EN0806'EAST EDGE OF A CONCRETE STOCK WATER TANK AND 4 FEET SOUTHEAST OF
 EN0806'THE SOUTHEAST LEG OF A WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2354 ***********************************************************************
 AN2354  DESIGNATION -  MITCHELL
 AN2354  PID         -  AN2354
 AN2354  STATE/COUNTY-  TX/CALHOUN
 AN2354  USGS QUAD   -  POINT COMFORT (1995)
 AN2354
 AN2354                         *CURRENT SURVEY CONTROL
 AN2354  ___________________________________________________________________
 AN2354* NAD 83(1993)-  28 38 47.77834(N)    096 33 40.79902(W)     ADJUSTED  
 AN2354* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AN2354  ___________________________________________________________________
 AN2354  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AN2354  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN2354
 AN2354  HORZ ORDER  -  SECOND
 AN2354
 AN2354.The horizontal coordinates were established by classical geodetic methods
 AN2354.and adjusted by the National Geodetic Survey in February 1996..
 AN2354
 AN2354.The orthometric height was scaled from a topographic map.
 AN2354
 AN2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2354
 AN2354.The geoid height was determined by GEOID03.
 AN2354
 AN2354;                    North         East     Units Scale Factor Converg.
 AN2354;SPC TXSC     - 4,092,619.795   838,391.953   MT  0.99993485   +1 11 41.0
 AN2354;SPC TXSC     -13,427,203.44  2,750,624.27   sFT  0.99993485   +1 11 41.0
 AN2354;UTM  14      - 3,171,266.396   738,368.562   MT  1.00030127   +1 10 10.8
 AN2354
 AN2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2354!SPC TXSC     -   1.00000348  x   0.99993485  =   0.99993833
 AN2354!UTM  14      -   1.00000348  x   1.00030127  =   1.00030475
 AN2354
 AN2354|---------------------------------------------------------------------|
 AN2354| PID    Reference Object                     Distance      Geod. Az  |
 AN2354|                                                           dddmmss.s |
 AN2354| CV6576 MITCHELL RM 1                        21.281 METERS 05421     |
 AN2354| CV6579 MITCHELL 2 RM 2                                    16157     |
 AN2354| AN2355 MITCHELL 2                           72.500 METERS 17019     |
 AN2354| AN2361 MACHACEK                            APPROX. 9.7 KM 2943826.4 |
 AN2354| CV6577 MITCHELL RM 2                        19.330 METERS 31735     |
 AN2354|---------------------------------------------------------------------|
 AN2354
 AN2354                          SUPERSEDED SURVEY CONTROL
 AN2354
 AN2354  NAD 83(1986)-  28 38 47.78820(N)    096 33 40.78652(W) AD(       ) 2
 AN2354  NAD 27      -  28 38 46.80200(N)    096 33 39.87400(W) AD(       ) 2
 AN2354
 AN2354.Superseded values are not recommended for survey control.
 AN2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2354.See file dsdata.txt to determine how the superseded data were derived.
 AN2354
 AN2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3836971266(NAD 83)
 AN2354_MARKER: DS = TRIANGULATION STATION DISK
 AN2354_SETTING: 0 = UNSPECIFIED SETTING
 AN2354
 AN2354  HISTORY     - Date     Condition        Report By
 AN2354  HISTORY     - 1934     MONUMENTED       CGS
 AN2354  HISTORY     - 1942     GOOD             USE
 AN2354  HISTORY     - 1950     GOOD             CGS
 AN2354  HISTORY     - 1956     SEE DESCRIPTION  CGS
 AN2354  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2354
 AN2354                          STATION DESCRIPTION
 AN2354
 AN2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2354'STATION IS LOCATED ABOUT 4-1/2 MILES ENE OF PORT LAVACA, ON
 AN2354'PT. COMFORT, ON THE E SIDE OF LAVACA BAY.  IT IS SITUATED IN
 AN2354'A WOODED PASTURE, ABOUT 1-1/2 MILES SSE FROM THE E END OF LAVACA
 AN2354'BAY CAUSEWAY, 1/4 MILE E FROM THE EXTREME POINT OF POINT COMFORT,
 AN2354'AND 220 METERS NE FROM THE POINT OF A BLUFF 10 FEET HIGH.
 AN2354'
 AN2354'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2354'SET IN CONCRETE.
 AN2354'
 AN2354'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2354'POINT OF WOODS AT HIGH POINT, 115 DEG.  CHIMNEY ON OLD HOUSE
 AN2354'(1/4 MILE DISTANT), 32 DEG.  WINDMILL (1/4 MILE DISTANT), 44 DEG
 AN2354'30 MIN.  CENTER OF DRAWBRIDGE ON CAUSEWAY, 268 DEG.  AND PORT
 AN2354'LAVACA, MUNICIPAL WATER TANK, 230 DEG.
 AN2354'
 AN2354'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AN2354
 AN2354                          STATION RECOVERY (1942)
 AN2354
 AN2354'RECOVERY NOTE BY US ENGINEERS 1942
 AN2354'THE STATION WAS RECOVERED IN GOOD CONDITION AND NO SEARCH WAS
 AN2354'MADE FOR REFERENCE MARKS.
 AN2354
 AN2354                          STATION RECOVERY (1950)
 AN2354
 AN2354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN2354'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--
 AN2354'
 AN2354'TURN OFF STATE HIGHWAY 35 INTO MAIN GATE OF THE ALUMINUM
 AN2354'COMPANY OF AMERICA POINT COMFORT WORKS AND GO THROUGH PLANT
 AN2354'AND ACROSS THE RAILROAD TRACKS AND TAKE RIGHT TURN ON TEMPORARY
 AN2354'ROAD.  GO 0.8 MILE AND TURN RIGHT (WHERE ROAD MAKES SHARP LEFT
 AN2354'TURN) ALONG DIRT TRACK 0.3 MILE TO RANCH HOUSE AND BUILDINGS.
 AN2354'GO THROUGH FENCED YARD AND OUT W GATE TO HEAD OF GULLEY.  BEAR
 AN2354'NW ALONG FIRE-BREAK, 0.4 MILE FROM GATE TO APPROXIMATELY 200
 AN2354'FEET NE OF STATION.  TREES AND BRUSH HAVE GROWN AROUND STATION
 AN2354'TO A HEIGHT OF APPROXIMATELY 10 FEET.
 AN2354
 AN2354                          STATION RECOVERY (1956)
 AN2354
 AN2354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 AN2354'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AN2354'AS DESCRIBED.  THE ALCOA PLANT ON MITCHELL POINT IS BEING
 AN2354'GREATLY EXPANDED, AND THE SITE OF THE STATION IS BEING LOWERED
 AN2354'2 FT.  THE SURFACE MARK AND BOTH REFERENCE MARKS WILL BE
 AN2354'DESTROYED, AND THE UNDERGROUND MARK, IF LEFT IN PLACE, WILL BE
 AN2354'UNDER A LARGE ORE CONVEYOR AND INACCESSIBLE.
 AN2354'
 AN2354'STATION MITCHELL 2 AND TWO REFERENCE MARKS WERE ESTABLISHED
 AN2354'ABOUT 238 FT. S OF THE STATION, AT A POINT OUTSIDE THE ALCOA
 AN2354'PROPERTY, IN JUNE 1956.
 AN2354
 AN2354                          STATION RECOVERY (1998)
 AN2354
 AN2354'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0535 ***********************************************************************
 BO0535  DESIGNATION -  MITCHELL
 BO0535  PID         -  BO0535
 BO0535  STATE/COUNTY-  TX/CROCKETT
 BO0535  USGS QUAD   -  ANTONE CANYON (1970)
 BO0535
 BO0535                         *CURRENT SURVEY CONTROL
 BO0535  ___________________________________________________________________
 BO0535* NAD 83(1993)-  30 19 33.80723(N)    101 36 42.03945(W)     ADJUSTED  
 BO0535* NAVD 88     -       715.9    (meters)    2349.     (feet)  VERTCON   
 BO0535  ___________________________________________________________________
 BO0535  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BO0535  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 BO0535
 BO0535  HORZ ORDER  -  FIRST
 BO0535
 BO0535.The horizontal coordinates were established by classical geodetic methods
 BO0535.and adjusted by the National Geodetic Survey in February 1996..
 BO0535
 BO0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0535
 BO0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0535
 BO0535.The geoid height was determined by GEOID03.
 BO0535
 BO0535;                    North         East     Units Scale Factor Converg.
 BO0535;SPC TX C     - 3,073,804.293   577,071.290   MT  0.99995070   -0 39 30.3
 BO0535;SPC TX C     -10,084,639.58  1,893,274.72   sFT  0.99995070   -0 39 30.3
 BO0535;SPC TXSC     - 4,279,077.402   348,854.493   MT  1.00001262   -1 16 46.2
 BO0535;SPC TXSC     -14,038,939.78  1,144,533.45   sFT  1.00001262   -1 16 46.2
 BO0535;UTM  14      - 3,357,806.986   248,894.322   MT  1.00037796   -1 19 09.8
 BO0535
 BO0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0535!SPC TX C     -   0.99989130  x   0.99995070  =   0.99984201
 BO0535!SPC TXSC     -   0.99989130  x   1.00001262  =   0.99990392
 BO0535!UTM  14      -   0.99989130  x   1.00037796  =   1.00026922
 BO0535
 BO0535:                Primary Azimuth Mark                     Grid Az
 BO0535:SPC TX C     -  TIP OF WINDMILL                          046 02 06.1
 BO0535:SPC TXSC     -  TIP OF WINDMILL                          046 39 22.0
 BO0535:UTM  14      -  TIP OF WINDMILL                          046 41 45.6
 BO0535
 BO0535|---------------------------------------------------------------------|
 BO0535| PID    Reference Object                     Distance      Geod. Az  |
 BO0535|                                                           dddmmss.s |
 BO0535| CH9767 TIP OF WINDMILL                                    0452235.8 |
 BO0535| CH9768 TIP OF WOODEN WINDMILL                             1471424.0 |
 BO0535| CH9084 MITCHELL RM 1                       158.192 METERS 17002     |
 BO0535| CH9085 MITCHELL RM 2                        42.350 METERS 26044     |
 BO0535|---------------------------------------------------------------------|
 BO0535
 BO0535                          SUPERSEDED SURVEY CONTROL
 BO0535
 BO0535  NAD 83(1986)-  30 19 33.80448(N)    101 36 42.04779(W) AD(       ) 1
 BO0535  NAD 27      -  30 19 33.14300(N)    101 36 40.61900(W) AD(       ) 1
 BO0535  NGVD 29 (07/19/86)  715.7    (m)         2348.     (f) VERT ANG       
 BO0535
 BO0535.Superseded values are not recommended for survey control.
 BO0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0535.See file dsdata.txt to determine how the superseded data were derived.
 BO0535
 BO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU4889457807(NAD 83)
 BO0535_MARKER: DS = TRIANGULATION STATION DISK
 BO0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0535
 BO0535  HISTORY     - Date     Condition        Report By
 BO0535  HISTORY     - 1932     MONUMENTED       CGS
 BO0535  HISTORY     - 1973     GOOD             USGS
 BO0535
 BO0535                          STATION DESCRIPTION
 BO0535
 BO0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 BO0535'ABOUT 36 MILES SW BY S OF OZONA, 12 MILES NNW OF PANDALE POST
 BO0535'OFFICE ON A FLAT-TOPPED, BUSHY RISE OF GROUND, ON LAND OWNED
 BO0535'BY JOHN MITCHELL.
 BO0535'
 BO0535'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BO0535'CONCRETE.
 BO0535'
 BO0535'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 BO0535'HOLES IN OUTCROPPING BEDROCK.
 BO0535'
 BO0535'REFERENCE MARK NO. 1 IS 173 YARDS (PACED) FROM STATION,
 BO0535'S 09 DEG 58 MIN E.
 BO0535'
 BO0535'REFERENCE MARK NO. 2 IS 42.35 METES (138.9 FEET) FROM STATION,
 BO0535'S 80 DEG 44 MIN W.
 BO0535'
 BO0535'AZIMUTH FROM STATION OF WOOD WINDMILL, TIP OF SHAFT, DISTANT
 BO0535'1 MILE, IS S 32 DEG 46 MIN E.
 BO0535'
 BO0535'TO REACH THE STATION FROM STATION HOOVER, GO S ALONG FENCE TO
 BO0535'GEORGE MONTGOMERYS RANCH HOUSE.  PASS THROUGH GATE TO S ON E
 BO0535'SIDE OF MONTGOMERY CORRALS AND FOLLOW MAIN ROAD 4.0 MILES TO
 BO0535'ROWDY HOOVERS RANCH HOUSE.  FROM HOOVERS HOUSE TAKE RIGHT
 BO0535'FORK, GO THROUGH GATE IN N-S FENCE ABOUT 100 YARDS S OF
 BO0535'HOUSE.  FOLLOW THIS ROAD 2.0 MILES TO GATE.  GO THROUGH GATE
 BO0535'AND CONTINUE ALONG MAIN ROAD PASSING A STEEL WINDMIL 1/4
 BO0535'MILE TO LEFT AT 0.3 MILE, AND REACHING GATE AT 1.5 MILES.
 BO0535'PASS THROUGH GATE AND GO ALONG MAIN ROAD 0.2 MILE TO FORK AT
 BO0535'FENCE CORNER.  FOLLOW RIGHT FORK 0.5 MILE, THEN BEAR TO
 BO0535'RIGHT UP SLOPE TO TOP OF RISE AND STATION.
 BO0535
 BO0535                          STATION RECOVERY (1973)
 BO0535
 BO0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RJP)
 BO0535'STATION RECOVERED IN EXCELLENT CONDITION.  TO REACH FROM
 BO0535'GULF SERVICE STATION IN SHEFFIELD, GO EAST 15.6 MILES
 BO0535'ON HWY 290, THEN SOUTH ON PAVED ROAD FOR 24.9 MILES TO ROAD
 BO0535'FORK.  FOLLOW RIGHT FORK 0.5 MILE, THEN BEAR TO LEFT UP SLOPE
 BO0535'TO TOP OF RISE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0822 ***********************************************************************
 BP0822  DESIGNATION -  MITCHELL
 BP0822  PID         -  BP0822
 BP0822  STATE/COUNTY-  TX/TERRELL
 BP0822  USGS QUAD   -  MITCHELL DRAW (1969)
 BP0822
 BP0822                         *CURRENT SURVEY CONTROL
 BP0822  ___________________________________________________________________
 BP0822* NAD 83(1993)-  30 30 20.59933(N)    102 05 10.93420(W)     ADJUSTED  
 BP0822* NAVD 88     -       833.3    (meters)    2734.     (feet)  VERTCON   
 BP0822  ___________________________________________________________________
 BP0822  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BP0822  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 BP0822
 BP0822  HORZ ORDER  -  SECOND
 BP0822
 BP0822.The horizontal coordinates were established by classical geodetic methods
 BP0822.and adjusted by the National Geodetic Survey in February 1996..
 BP0822
 BP0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0822
 BP0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0822
 BP0822.The geoid height was determined by GEOID03.
 BP0822
 BP0822;                    North         East     Units Scale Factor Converg.
 BP0822;SPC TXSC     - 4,300,100.798   303,742.190   MT  1.00007182   -1 30 43.4
 BP0822;SPC TXSC     -14,107,914.03    996,527.50   sFT  1.00007182   -1 30 43.4
 BP0822;SPC TX C     - 3,094,339.970   531,740.764   MT  0.99991891   -0 54 10.5
 BP0822;SPC TX C     -10,152,013.72  1,744,552.82   sFT  0.99991891   -0 54 10.5
 BP0822;UTM  13      - 3,378,436.818   779,635.881   MT  1.00056478   +1 28 48.0
 BP0822
 BP0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0822!SPC TXSC     -   0.99987279  x   1.00007182  =   0.99994460
 BP0822!SPC TX C     -   0.99987279  x   0.99991891  =   0.99979171
 BP0822!UTM  13      -   0.99987279  x   1.00056478  =   1.00043750
 BP0822
 BP0822|---------------------------------------------------------------------|
 BP0822| PID    Reference Object                     Distance      Geod. Az  |
 BP0822|                                                           dddmmss.s |
 BP0822| CH9086 MITCHELL RM 1                                      11710     |
 BP0822| CH9087 MITCHELL RM 2                                      32939     |
 BP0822| BP0824 AUGUSTINE                           APPROX.21.0 KM 3315718.2 |
 BP0822|---------------------------------------------------------------------|
 BP0822
 BP0822                          SUPERSEDED SURVEY CONTROL
 BP0822
 BP0822  NAD 83(1986)-  30 30 20.59708(N)    102 05 10.94264(W) AD(       ) 2
 BP0822  NAD 27      -  30 30 19.97400(N)    102 05 09.47000(W) AD(       ) 2
 BP0822  NGVD 29 (07/19/86)  833.1    (m)         2733.     (f) VERT ANG       
 BP0822
 BP0822.Superseded values are not recommended for survey control.
 BP0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0822.See file dsdata.txt to determine how the superseded data were derived.
 BP0822
 BP0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7963678437(NAD 83)
 BP0822_MARKER: DS = TRIANGULATION STATION DISK
 BP0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0822
 BP0822  HISTORY     - Date     Condition        Report By
 BP0822  HISTORY     - 1935     MONUMENTED       CGS
 BP0822  HISTORY     - 1967     GOOD             USGS
 BP0822
 BP0822                          STATION DESCRIPTION
 BP0822
 BP0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0822'STATION IS ABOUT 21 MILES, AIRLINE, SW OF SHEFFIELD ON THE
 BP0822'ONLY GREASEWOOD-COVERED KNOLL ON A LONG E-W, DIVIDING RIDGE,
 BP0822'3/4 MILE NW OF THE GRADED SHEFFIELD-SANDERSON HIGHWAY, 3
 BP0822'MILES SW OF MR. MITCHELLS RANCH BUILDINGS, AND ON LAND OWNED
 BP0822'BY MR. MITCHELL.  THE MARK PROJECTS 4 INCHES.
 BP0822'
 BP0822'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BP0822'IN CONCRETE.
 BP0822'
 BP0822'REFERENCE MRKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 BP0822'BEDROCK.
 BP0822'
 BP0822'REFERENCE MARK NO. 1 IS SSE OF THE STATION.  IT PROJECTS 8
 BP0822'INCHES.
 BP0822'
 BP0822'REFERENCE MARK NO. 2 IS N OF THE STATION.  IT PROJECTS 7
 BP0822'INCHES.
 BP0822'
 BP0822'THERE IS NO AZIMUTH MARK.
 BP0822'
 BP0822'THE STATION MAY BE REACHED FROM MR. MITCHELLS RANCH ON THE
 BP0822'SHEFFIELD-SANDERSON ROAD, 27.2 MILES FROM SHEFFIELD, BY PASSING
 BP0822'THROUGH A BOARD GATE 30 YARDS N OF THE RANCH BUILDINGS
 BP0822'AND DRIVING SOUTHWESTERLY ON THE MAIN BLADED ROAD UP A SMALL
 BP0822'DRAW ALONG A TELEPHONE LINE.  GO 2.4 MILES, TAKING THE MAIN
 BP0822'LEFT FORK AT 0.7 MILE AND LEAVING THE TELEPHONE LINE AT A
 BP0822'CATTLE GUARD AT 1.4 MILES.  FROM HERE, HEAD OF DRAW, CONTINUE
 BP0822'ON THE MAIN-GRADED ROAD FOR ABOUT 100 YARDS TO WHERE OLD
 BP0822'GRADE MAKES A RIGHT FORK.  LEAVE THE GRADED ROAD HERE AND GO
 BP0822'W ACROSS COUNTRY ALONG TOP OF RIDGE FOR 1.2 MILES, HEADING
 BP0822'TOWARDS A BUSHY-TOPED KNOLL, TO STATION.
 BP0822'
 BP0822'AN 8-FOOT STAND WILL CLEAR ALL LINES.
 BP0822
 BP0822                          STATION RECOVERY (1967)
 BP0822
 BP0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BP0822'STATION MARK - STANDARD NGS DISK CEMENTED IN TOP OF CONCRETE POST,
 BP0822'SET FIRMLY IN GROUND, PROJECTING 0.3 FT. ABOVE GROUND, STAMPED
 BP0822'---MITCHELL 1935---.
 BP0822'
 BP0822'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0921 ***********************************************************************
 BP0921  DESIGNATION -  MITCHELL
 BP0921  PID         -  BP0921
 BP0921  STATE/COUNTY-  TX/PRESIDIO
 BP0921  USGS QUAD   -  TINAJA (1983)
 BP0921
 BP0921                         *CURRENT SURVEY CONTROL
 BP0921  ___________________________________________________________________
 BP0921* NAD 83(1993)-  30 08 52.77724(N)    103 53 14.08627(W)     ADJUSTED  
 BP0921* NAVD 88     -      1456.     (meters)    4777.     (feet)  SCALED    
 BP0921  ___________________________________________________________________
 BP0921  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 BP0921  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 BP0921
 BP0921  HORZ ORDER  -  SECOND
 BP0921
 BP0921.The horizontal coordinates were established by classical geodetic methods
 BP0921.and adjusted by the National Geodetic Survey in February 1996..
 BP0921
 BP0921.The orthometric height was scaled from a topographic map.
 BP0921
 BP0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0921
 BP0921.The geoid height was determined by GEOID03.
 BP0921
 BP0921;                    North         East     Units Scale Factor Converg.
 BP0921;SPC TXSC     - 4,266,370.159   129,303.161   MT  0.99996371   -2 23 39.6
 BP0921;SPC TXSC     -13,997,249.43    424,222.12   sFT  0.99996371   -2 23 39.6
 BP0921;UTM  13      - 3,335,707.128   607,166.292   MT  0.99974169   +0 33 32.1
 BP0921
 BP0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0921!SPC TXSC     -   0.99977481  x   0.99996371  =   0.99973853
 BP0921!UTM  13      -   0.99977481  x   0.99974169  =   0.99951656
 BP0921
 BP0921|---------------------------------------------------------------------|
 BP0921| PID    Reference Object                     Distance      Geod. Az  |
 BP0921|                                                           dddmmss.s |
 BP0921| CH9089 MITCHELL RM 1                        24.843 METERS 01617     |
 BP0921| CH9088 MITCHELL AZ MK                                     0371423.5 |
 BP0921| CH9090 MITCHELL RM 2                        13.998 METERS 13539     |
 BP0921| BP0925 MITCHELLS RANCH TALL WINDMILL       250.973 METERS 22701     |
 BP0921|---------------------------------------------------------------------|
 BP0921
 BP0921                          SUPERSEDED SURVEY CONTROL
 BP0921
 BP0921  NAD 83(1986)-  30 08 52.77253(N)    103 53 14.08268(W) AD(       ) 2
 BP0921  NAD 27      -  30 08 52.18600(N)    103 53 12.42400(W) AD(       ) 2
 BP0921
 BP0921.Superseded values are not recommended for survey control.
 BP0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0921.See file dsdata.txt to determine how the superseded data were derived.
 BP0921
 BP0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0716635707(NAD 83)
 BP0921_MARKER: DS = TRIANGULATION STATION DISK
 BP0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0921
 BP0921  HISTORY     - Date     Condition        Report By
 BP0921  HISTORY     - 1942     MONUMENTED       CGS
 BP0921  HISTORY     - 1969     GOOD             CGS
 BP0921
 BP0921                          STATION DESCRIPTION
 BP0921
 BP0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0921'STATION IS LOCATED 20 MILES, AIR LINE, SW OF ALPINE, 15
 BP0921'MILES, AIR LINE, SE OF MARFA, 10 MILES, AIR LINE, S OF U.S.
 BP0921'HIGHWAY 90 AND THE NOPAL SWITCH TRACKS OF THE SOUTHERN PACIFIC
 BP0921'RAILROAD, 360 FEET NE OF THE NE CORNER OF THE NORTHEASTERNMOST
 BP0921'BUILDING OF THE C.T. MITCHELL RANCH HEADQUARTERS, ON FLAT
 BP0921'GRASSY PASTURE LAND.
 BP0921'
 BP0921'SURFACE MARK IS A STANDARD DISK, STAMPED MITCHELL 1942, SET
 BP0921'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS
 BP0921'4 INCHES ABOVE GROUND.  IT IS 41.2 FEET W OF A N-AND-S BLADED
 BP0921'ROAD, 59.8 FEET SE OF THE TRACK ROAD LEADING TO THE RANCH
 BP0921'HOUSE, AND 360 FEET NE OF THE NEAREST RANCH BUILDING.
 BP0921'
 BP0921'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 BP0921'
 BP0921'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED MITCHELL
 BP0921'NO. 1 1942, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 BP0921'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 12.5 FEET W OF
 BP0921'THE CENTER LINE OF THE BLADED ROAD.
 BP0921'
 BP0921'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MITCHELL
 BP0921'NO. 2 1942, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 BP0921'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 11.5 FEET
 BP0921'W OF THE CENTER LINE OF THE BLADED ROAD.
 BP0921'
 BP0921'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MITCHELL 1942,
 BP0921'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS
 BP0921'4 INCHES ABOVE THE GROUND.  IT IS 32.8 FEET S OF THE CENTER
 BP0921'LINE OF THE TRACK ROAD LEADING TO THE STATION.
 BP0921'
 BP0921'REACHED FROM MARFA POST OFFICE BY GOING E ON U.S. HIGHWAY
 BP0921'90 FOR 6.2 MILES TO A GRADED DIRT ROAD RIGHT AT THE NOPAL
 BP0921'SWITCH AND SIGN NOPAL RANCH, THENCE TURN RIGHT AND GO S ON
 BP0921'THE GRADED DIRT ROAD FOR 5.2 MILES TO THE SANTA FE RAILROAD
 BP0921'TRACKS, THENCE CROSS THE TRACKS AND CONTINUE S ON THE GRADED
 BP0921'ROAD FOR 1.1 MILES TO A FORKS, THENCE LEFT FORK AND CONTINUE
 BP0921'SE AND S FOR 1.5 MILES TO A FORKS, THENCE RIGHT FORK AS PER
 BP0921'SIGN C.T. MITCHELL RANCH AND CONTINUE S ON A TRACK ROAD FOR
 BP0921'0.4 MILE TO A FORKS, THENCE LEFT FORK AS PER SIGN C.T.
 BP0921'MITCHELL RANCH AND CONTINUE SE AND S FOR 2.2 MILES TO A CATTLE
 BP0921'GUARD AND GATE, THENCE CROSS CATTLE GUARD AND TAKE RIGHT
 BP0921'FORK, SW, FOR 0.9 MILE TO THE MITCHELL RANCH AND STATION.
 BP0921
 BP0921                          STATION RECOVERY (1969)
 BP0921
 BP0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RAP)
 BP0921'THE STATION WAS RECOVERED AND THE STATION MARK, AZIMUTH MARK,
 BP0921'AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 BP0921'REFERENCE MARK NO. 2 HAS BEEN STRUCK BY SOME OBJECT AND IS
 BP0921'CHIPPED OFF SOMEWHAT.  ALSO IT IS IN DANGER OF BEING DESTROYED
 BP0921'BY ROAD GRADING MACHINERY.
 BP0921'
 BP0921'THE ORIGINAL TO-REACH IS NO LONGER ADEQUATE.
 BP0921'
 BP0921'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17
 BP0921'AND U.S. HIGHWAY 90 IN MARFA, GO EAST ON HIGHWAY 90 FOR 6.3
 BP0921'MILES TO A SIDE ROAD, CATTLE GUARD, AND SIGN MITCHELL RANCH
 BP0921'11 MILES.  TURN RIGHT AND GO SOUTHERLY FOR 5.3 MILES TO THE
 BP0921'SANTA FE RAILROAD TRACKS.  CONTINUE SOUTHERLY FOR 1.1 MILES
 BP0921'TO A FORK.  TAKE THE LEFT FORK AND GO 3.0 MILES TO A FORK.
 BP0921'TAKE THE LEFT FORK AND GO 1.3 MILES TO A CATTLE GUARD.  PASS
 BP0921'OVER CATTLE GUARD AND TURN RIGHT AS PER SIGN UNIVERSITY OF
 BP0921'TEXAS RADIO OBSERVATORY AND GO 0.5 MILE TO THE AZIMUTH MARK
 BP0921'ABOUT 34 FEET ON THE LEFT (SOUTHEAST).  CONTINUE STRAIGHT
 BP0921'AHEAD FOR 0.3 MILE TO THE MITCHELL RANCH AND THE STATION
 BP0921'IN A TRIANGLE PLOT OF GROUND ON THE RIGHT.
 BP0921'
 BP0921'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY
 BP0921'15 MILES SOUTHEAST OF MARFA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0833 ***********************************************************************
 BP0833  DESIGNATION -  MITCHELL 1917 ET 67
 BP0833  PID         -  BP0833
 BP0833  STATE/COUNTY-  TX/TERRELL
 BP0833  USGS QUAD   -  CIRCLE DOT RANCH NE (1979)
 BP0833
 BP0833                         *CURRENT SURVEY CONTROL
 BP0833  ___________________________________________________________________
 BP0833* NAD 83(1993)-  30 29 49.47181(N)    102 02 54.34231(W)     ADJUSTED  
 BP0833* NAVD 88     -       825.     (meters)    2707.     (feet)  SCALED    
 BP0833  ___________________________________________________________________
 BP0833  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BP0833  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BP0833
 BP0833  HORZ ORDER  -  THIRD
 BP0833
 BP0833.The horizontal coordinates were established by classical geodetic methods
 BP0833.and adjusted by the National Geodetic Survey in February 1996..
 BP0833
 BP0833.The orthometric height was scaled from a topographic map.
 BP0833
 BP0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0833
 BP0833.The geoid height was determined by GEOID03.
 BP0833
 BP0833;                    North         East     Units Scale Factor Converg.
 BP0833;SPC TXSC     - 4,299,046.970   307,358.411   MT  1.00006874   -1 29 36.5
 BP0833;SPC TXSC     -14,104,456.60  1,008,391.72   sFT  1.00006874   -1 29 36.5
 BP0833;UTM  13      - 3,377,572.756   783,304.041   MT  1.00059026   +1 29 56.1
 BP0833;UTM  14      - 3,377,820.132   207,395.024   MT  1.00065636   -1 32 53.4
 BP0833
 BP0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0833!SPC TXSC     -   0.99987406  x   1.00006874  =   0.99994280
 BP0833!UTM  13      -   0.99987406  x   1.00059026  =   1.00046425
 BP0833!UTM  14      -   0.99987406  x   1.00065636  =   1.00053034
 BP0833
 BP0833:                Primary Azimuth Mark                     Grid Az
 BP0833:SPC TXSC     -  MITCHELL                                 286 14 50.5
 BP0833:UTM  13      -  MITCHELL                                 283 15 17.9
 BP0833:UTM  14      -  MITCHELL                                 286 18 07.4
 BP0833
 BP0833|---------------------------------------------------------------------|
 BP0833| PID    Reference Object                     Distance      Geod. Az  |
 BP0833|                                                           dddmmss.s |
 BP0833| BP0822 MITCHELL                            APPROX. 3.8 KM 2844514.0 |
 BP0833|---------------------------------------------------------------------|
 BP0833
 BP0833                          SUPERSEDED SURVEY CONTROL
 BP0833
 BP0833  NAD 83(1986)-  30 29 49.46739(N)    102 02 54.35106(W) AD(       ) 3
 BP0833  NAD 27      -  30 29 48.84194(N)    102 02 52.88237(W) AD(       ) 3
 BP0833
 BP0833.Superseded values are not recommended for survey control.
 BP0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0833.See file dsdata.txt to determine how the superseded data were derived.
 BP0833
 BP0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP8330477573(NAD 83)
 BP0833
 BP0833  HISTORY     - Date     Condition        Report By
 BP0833  HISTORY     - 1917     MONUMENTED       CGS
 BP0833  HISTORY     - 1967     GOOD             USGS
 BP0833
 BP0833                          STATION DESCRIPTION
 BP0833
 BP0833'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BP0833'RECOVERED AND REDESCRIBED AS FOLLOWS,
 BP0833'
 BP0833'LOCATED ABOUT 19 MI. SW. OF SHEFFIELD, TEXAS.  TO REACH FROM SHEFFIELD
 BP0833'TEXAS, PROCEED SW. ALONG STATE HIGHWAY 349, 12.0 MI. TO JUNCTION WITH
 BP0833'RANCH RD.2400.  TAKE RANCH RD, NO.2400 AND GO W. AND SW. 12.2 MI. TO
 BP0833'DIVIDE AND CATTLE GUARD ON E. SIDE RD. LEAVE RANCH RD. AND GO E. ON
 BP0833'DIVIDE, ALONG BLADED PASTURE RD. 0.5 MI. TO N-S. FENCE, PASS THROUGH
 BP0833'GATE AND PROCEED E. 0.7 MI. TO E-W FENCE AT GATE,  LEAVE RD. AND GO N.
 BP0833'700 FT. IN OPEN PASTURE TO STATION SITE, ABOUT 0.5 MI. ENE. OF
 BP0833'WINDMILL.
 BP0833'
 BP0833'STATION MARK - STANDARD USGS BRONZE TABLET, CEMENTED IN BOULDER, SET
 BP0833'IN PLACE, FLUSH WITH GROUND, STAMPED ---MITCHELL 1917 ET 1967---
 BP0833'
 BP0833'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2355 ***********************************************************************
 AN2355  DESIGNATION -  MITCHELL 2
 AN2355  PID         -  AN2355
 AN2355  STATE/COUNTY-  TX/CALHOUN
 AN2355  USGS QUAD   -  POINT COMFORT (1995)
 AN2355
 AN2355                         *CURRENT SURVEY CONTROL
 AN2355  ___________________________________________________________________
 AN2355* NAD 83(1993)-  28 38 45.45691(N)    096 33 40.35011(W)     ADJUSTED  
 AN2355* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AN2355  ___________________________________________________________________
 AN2355  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AN2355  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN2355
 AN2355  HORZ ORDER  -  THIRD
 AN2355
 AN2355.The horizontal coordinates were established by classical geodetic methods
 AN2355.and adjusted by the National Geodetic Survey in February 1996..
 AN2355.No horizontal observational check was made to the station.
 AN2355
 AN2355.The orthometric height was scaled from a topographic map.
 AN2355
 AN2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2355
 AN2355.The geoid height was determined by GEOID03.
 AN2355
 AN2355;                    North         East     Units Scale Factor Converg.
 AN2355;SPC TXSC     - 4,092,548.602   838,405.631   MT  0.99993498   +1 11 41.3
 AN2355;SPC TXSC     -13,426,969.87  2,750,669.14   sFT  0.99993498   +1 11 41.3
 AN2355;UTM  14      - 3,171,195.170   738,382.214   MT  1.00030135   +1 10 10.9
 AN2355
 AN2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2355!SPC TXSC     -   1.00000332  x   0.99993498  =   0.99993830
 AN2355!UTM  14      -   1.00000332  x   1.00030135  =   1.00030467
 AN2355
 AN2355|---------------------------------------------------------------------|
 AN2355| PID    Reference Object                     Distance      Geod. Az  |
 AN2355|                                                           dddmmss.s |
 AN2355| CV6578 MITCHELL 2 RM 1                      13.579 METERS 29247     |
 AN2355| AN2354 MITCHELL                             72.500 METERS 35019     |
 AN2355|---------------------------------------------------------------------|
 AN2355
 AN2355                          SUPERSEDED SURVEY CONTROL
 AN2355
 AN2355  NAD 83(1986)-  28 38 45.46677(N)    096 33 40.33761(W) AD(       ) 3
 AN2355  NAD 27      -  28 38 44.48100(N)    096 33 39.42200(W) AD(       ) 3
 AN2355
 AN2355.Superseded values are not recommended for survey control.
 AN2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2355.See file dsdata.txt to determine how the superseded data were derived.
 AN2355
 AN2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3838271195(NAD 83)
 AN2355_MARKER: DS = TRIANGULATION STATION DISK
 AN2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2355
 AN2355  HISTORY     - Date     Condition        Report By
 AN2355  HISTORY     - 1956     MONUMENTED       CGS
 AN2355  HISTORY     - 1958     GOOD             LOCENG
 AN2355  HISTORY     - 1958     SEE DESCRIPTION  LOCENG
 AN2355  HISTORY     - 1969     GOOD             CGS
 AN2355
 AN2355                          STATION DESCRIPTION
 AN2355
 AN2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 AN2355'STATION IS LOCATED ABOUT 4-1/2 MI. NE OF PORT LAVACA, ON POINT
 AN2355'COMFORT, AND ON THE E SIDE OF LAVACA BAY.  IT IS ABOUT 38 YD.
 AN2355'S OF THE S FENCE OF THE ALUMINUM COMPANY OF AMERICA PLANT,
 AN2355'20 FT. N OF THE EDGE OF THE DIRT BLUFFS OVERLOOKING THE N BAY
 AN2355'SHORE.  IT WILL BE W OF THE CALHOUN COUNTY DOCK AND THE ROAD
 AN2355'AND RAILROAD TRACKS LEADING TO THE DOCK.  THE ENTIRE AREA WAS
 AN2355'UNDER CONSTRUCTION IN 1956, AND DEFINITE REFERENCE POINTS WERE
 AN2355'NOT AVAILABLE.
 AN2355'
 AN2355'THE STATION MARKS (SURFACE AND SUBSURFACE) ARE STANDARD DISKS,
 AN2355'STAMPED MITCHELL 2 1956 AND SET IN CONCRETE.
 AN2355'THE SURFACE MARK PROJECTS ABOUT 4 IN. ABOVE THE
 AN2355'GROUND AND 3 FT. S OF A 4- BY 4 WITNESS POST.
 AN2355'
 AN2355'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK, STAMPED
 AN2355'MITCHELL 2 NO 1 1956 AND SET IN A CONCRETE POST PROJECTING
 AN2355'ABOUT 4 IN., AND 2 FT. S OF A 2- BY 4 POST.  IT IS 20
 AN2355'FT. N OF THE EDGE OF THE BLUFF.
 AN2355'
 AN2355'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MITCHELL 2 NO 2 1956
 AN2355'AND SET IN A CONCRETE POST PROJECTING ABOUT 4 IN., AND
 AN2355'2 FT. SW OF A 2- BY 4 POST.  IT IS 35 FT. N OF THE EDGE OF
 AN2355'THE BLUFF.
 AN2355'
 AN2355'TO REACH THE STATION FROM PORT LAVACA, GO NE ON THE HIGHWAY
 AN2355'ACROSS THE CAUSEWAY FOR 4.9 MI. TO THE E END OF THE CAUSEWAY.
 AN2355'THEN CONTINUE FOR 0.5 MI. TO THE MAIN ENTRANCE ROAD TO THE
 AN2355'ALCOA PLANT.  TURN RIGHT HERE AND GO SE ON THE PLANT ROAD FOR 0.8
 AN2355'MI. TO THE MAIN ENTRANCE ROAD TO THE OFFICE BUILDING ON THE
 AN2355'RIGHT.  FROM THIS POINT, IT IS 1.3 MI. TO THE STATION OVER A
 AN2355'ROUTE UNDER CONSTRUCTION IN 1956.  IT WILL BE APPROXIMATELY
 AN2355'0.9 MI. SE TO THE RADIO TOWER AND THE CORNER OF THE ALCOA
 AN2355'PROPERTY, THEN TURN RIGHT AND GO APPROXIMATELY 0.4 MI. ALONG
 AN2355'THE S SIDE OF THE FENCED PROPERTY TO THE STATION AS DESCRIBED.
 AN2355
 AN2355                          STATION RECOVERY (1958)
 AN2355
 AN2355'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 AN2355'STATION RECOVERED BY ALCOA.
 AN2355'
 AN2355'LETTER OF MR. A.E. BRAYTON, SUPT., CONSTRUCTION-MAINTENANCE
 AN2355'DEPT., ALUMINUM COMPANY OF AMERICA, POINT COMFORT, TEXAS DATED
 AN2355'FEBRUARY 28, 1958--
 AN2355'
 AN2355'STATION AND THE EAST REFERENCE MARKER ARE STILL IN PLACE,
 AN2355'BUT ALL OTHER REFERENCE MARKERS HAVE BEEN DESTROYED.
 AN2355'
 AN2355'THE STATION AND REFERENCE MARKER ARE SITUATED ON HILLOCKS OF
 AN2355'EARTH WHICH STAND SOME 4 FEET ABOVE THE SURROUNDING TERRAIN.
 AN2355'THIS WAS GRADED OFF AS NECESSARY FOR CONSTRUCTION OPERATION OF
 AN2355'PLANT EXPANSION.
 AN2355
 AN2355                          STATION RECOVERY (1958)
 AN2355
 AN2355'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 AN2355'RECOVERED BY SEISMIC ENGR CO.
 AN2355'
 AN2355'STATION WAS RECOVERED BUT IS THREATENED BY CONSTRUCTION CUTS
 AN2355'BY ALCOA.
 AN2355
 AN2355                          STATION RECOVERY (1969)
 AN2355
 AN2355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2355'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 AN2355'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  THE STATION IS LOCATED
 AN2355'ON PROPERTY OF THE ALUMINUM COMPANY OF AMERICA (ALCOA) AT THEIR
 AN2355'PLANT KNOWN AS POINT COMFORT OPERATIONS.  IT IS AT THE SOUTH SIDE
 AN2355'OF THE BAUXITE UNLOADING PIER NUMBER R-110 IN THE TOP CENTER
 AN2355'OF A 4 FOOT HIGH CONCRETE CONE THAT IS 10 FEET IN DIAMETER AT
 AN2355'THE BASE AND 6 FEET IN DIAMETER AT THE TOP.  REFERENCE MARK NO.
 AN2355'2 IS IN LIKE CONE WEST OF THE STATION.  IN ORDER TO VISIT THE
 AN2355'STATION ONE MUST MEET WITH THE ALCOA STAFF CIVIL ENGINEER
 AN2355'AT THE PLANT OFFICE BUILDING, (THE ENGINEER AT THIS DATE IS
 AN2355'MR. A.E. BRAYTON) OBTAIN A PASS AND HAVE SOMEONE SHOW THE
 AN2355'ROUTE TO THE STATION THROUGH THE PLANT.  IT WAS REPORTED BY
 AN2355'MR. BRAYTON THAT REFERENCE MARK 1 HAD BEEN DESTROYED.
 AN2355'
 AN2355'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH
 AN2355'OF TOWN OF POINT COMFORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9240 ***********************************************************************
 AF9240  DESIGNATION -  MITCHELL ET
 AF9240  PID         -  AF9240
 AF9240  STATE/COUNTY-  TX/STONEWALL
 AF9240  USGS QUAD   -  LOVERS RESORT (1981)
 AF9240
 AF9240                         *CURRENT SURVEY CONTROL
 AF9240  ___________________________________________________________________
 AF9240* NAD 83(1993)-  33 15 14.75016(N)    100 21 51.53176(W)     ADJUSTED  
 AF9240* NAVD 88     -       591.5    (meters)    1941.     (feet)  VERTCON   
 AF9240  ___________________________________________________________________
 AF9240  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 AF9240  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AF9240
 AF9240  HORZ ORDER  -  THIRD
 AF9240
 AF9240.The horizontal coordinates were established by classical geodetic methods
 AF9240.and adjusted by the National Geodetic Survey in July 1998..
 AF9240
 AF9240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9240
 AF9240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9240
 AF9240.The geoid height was determined by GEOID03.
 AF9240
 AF9240;                    North         East     Units Scale Factor Converg.
 AF9240;SPC TXNC     - 2,177,571.711   426,305.114   MT  0.99987884   -1 01 00.4
 AF9240;SPC TXNC     - 7,144,249.86  1,398,636.03   sFT  0.99987884   -1 01 00.4
 AF9240;UTM  14      - 3,680,286.564   372,913.185   MT  0.99979913   -0 44 53.6
 AF9240
 AF9240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9240!SPC TXNC     -   0.99991147  x   0.99987884  =   0.99979032
 AF9240!UTM  14      -   0.99991147  x   0.99979913  =   0.99971061
 AF9240
 AF9240                          SUPERSEDED SURVEY CONTROL
 AF9240
 AF9240  NGVD 29 (07/17/98)  591.3    (m)         1940.     (f) VERT ANG       
 AF9240
 AF9240.Superseded values are not recommended for survey control.
 AF9240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9240.See file dsdata.txt to determine how the superseded data were derived.
 AF9240
 AF9240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7291380287(NAD 83)
 AF9240_MARKER: DS = TRIANGULATION STATION DISK
 AF9240
 AF9240  HISTORY     - Date     Condition        Report By
 AF9240  HISTORY     - 1958     MONUMENTED       USGS
 AF9240
 AF9240                          STATION DESCRIPTION
 AF9240
 AF9240'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9240'STATION IS LOCATED 5 MI. NW. OF SWENSON, 11.5 MI. E. OF JAYTON IN
 AF9240'GRAZING LAND W. OF A PLOWED FIELD OWNED BY PAT MITCHELL WHO LIVES IN
 AF9240'ASPERMONT.
 AF9240'THE STATION WAS REACHED FROM SWENSON BY GOING W. ON STATE HIGHWAY 70 1
 AF9240'MI. TO FARM ROAD 1646, THENCE N. 5.0 MI. TO A CROSSROAD.  TURN W.
 AF9240'(LEFT) ON COUNTY RD. 1.5 MI. TO A WIRE GATE ON THE S. SIDE OF THE RD.
 AF9240'IN FRONT OF A LARGE WHITE HOUSE.  TURN S. ON TRACK RD. THRU GATE 1.0
 AF9240'MI. TO RD. FORK, THENCE RIGHT 0.3 MI. TO FIELD CORNER.  CONTINUE
 AF9240'STRAIGHT AHEAD ON N. SIDE OF FIELD 0.9 MI. TO ANOTHER FIELD CORNER.
 AF9240'TURN S. 1.0 MI. TO THE SW. CORNER OF THE PLOWED FIELD.  A WINDMILL SET
 AF9240'S. OF THE CORNER ABOUT 200 FT.  STATION IS 355 FT. W. OF THIS FIELD
 AF9240'CORNER ON TOP OF A SMALL SAND HILL.
 AF9240'STATION MARK--A STANDARD TABLET SET IN TOP OF A CONCRETE POST FLUSH
 AF9240'WITH THE GROUND AND STAMPED---MITCHELL-ET 1958---.  A SMALL PILE OF
 AF9240'ROCK IS ON TOP OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0925 ***********************************************************************
 BP0925  DESIGNATION -  MITCHELLS RANCH TALL WINDMILL
 BP0925  PID         -  BP0925
 BP0925  STATE/COUNTY-  TX/PRESIDIO
 BP0925  USGS QUAD   -  TINAJA (1983)
 BP0925
 BP0925                         *CURRENT SURVEY CONTROL
 BP0925  ___________________________________________________________________
 BP0925* NAD 83(1993)-  30 08 47.22103(N)    103 53 20.94731(W)     ADJUSTED  
 BP0925* NAVD 88     -                                                        
 BP0925  ___________________________________________________________________
 BP0925  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 BP0925  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 BP0925
 BP0925  HORZ ORDER  -  THIRD
 BP0925
 BP0925.The horizontal coordinates were established by classical geodetic methods
 BP0925.and adjusted by the National Geodetic Survey in February 1996..
 BP0925
 BP0925
 BP0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0925
 BP0925.The geoid height was determined by GEOID03.
 BP0925
 BP0925;                    North         East     Units Scale Factor Converg.
 BP0925;SPC TXSC     - 4,266,206.894   129,112.563   MT  0.99996333   -2 23 42.9
 BP0925;SPC TXSC     -13,996,713.78    423,596.80   sFT  0.99996333   -2 23 42.9
 BP0925;UTM  13      - 3,335,534.299   606,984.400   MT  0.99974121   +0 33 28.6
 BP0925
 BP0925                          SUPERSEDED SURVEY CONTROL
 BP0925
 BP0925  NAD 83(1986)-  30 08 47.21578(N)    103 53 20.94497(W) AD(       ) 4
 BP0925  NAD 27      -  30 08 46.62900(N)    103 53 19.28700(W) AD(       ) 3
 BP0925
 BP0925.Superseded values are not recommended for survey control.
 BP0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0925.See file dsdata.txt to determine how the superseded data were derived.
 BP0925
 BP0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0698435534(NAD 83)
 BP0925_MARKER: 66 = WINDMILL
 BP0925
 BP0925  HISTORY     - Date     Condition        Report By
 BP0925  HISTORY     - 1942     FIRST OBSERVED   CGS
 BP0925
 BP0925                          STATION DESCRIPTION
 BP0925
 BP0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0925'THIS INTERSECTION STATION IS LOCATED 14 MILES SE OF MARFA,
 BP0925'10 MILES S OF U.S. HIGHWAY 90, AND 400 FEET SE OF THE C.T.
 BP0925'MITCHELL RANCH HOUSE.
 BP0925'
 BP0925'THE WINDMILL IS THE LARGEST AND EASTERNMOST OF TWO AT THE
 BP0925'MITCHELL RANCH BUILDINGS AND CORRALS.  IT IS A WOODEN STRUCTURE
 BP0925'WITH A METAL FAN, AND HAS A METAL, CYLINDRICAL, WATER TANK
 BP0925'AT ONE SIDE OF ITS BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0924 ***********************************************************************
 BP0924  DESIGNATION -  MITCHELLS RANCH WATER TANK
 BP0924  PID         -  BP0924
 BP0924  STATE/COUNTY-  TX/PRESIDIO
 BP0924  USGS QUAD   -  TINAJA (1983)
 BP0924
 BP0924                         *CURRENT SURVEY CONTROL
 BP0924  ___________________________________________________________________
 BP0924* NAD 83(1993)-  30 08 47.28334(N)    103 53 21.06033(W)     ADJUSTED  
 BP0924* NAVD 88     -                                                        
 BP0924  ___________________________________________________________________
 BP0924  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 BP0924  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 BP0924
 BP0924  HORZ ORDER  -  THIRD
 BP0924
 BP0924.The horizontal coordinates were established by classical geodetic methods
 BP0924.and adjusted by the National Geodetic Survey in February 1996..
 BP0924
 BP0924
 BP0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0924
 BP0924.The geoid height was determined by GEOID03.
 BP0924
 BP0924;                    North         East     Units Scale Factor Converg.
 BP0924;SPC TXSC     - 4,266,208.937   129,109.621   MT  0.99996333   -2 23 43.0
 BP0924;SPC TXSC     -13,996,720.49    423,587.15   sFT  0.99996333   -2 23 43.0
 BP0924;UTM  13      - 3,335,536.188   606,981.358   MT  0.99974120   +0 33 28.5
 BP0924
 BP0924                          SUPERSEDED SURVEY CONTROL
 BP0924
 BP0924  NAD 83(1986)-  30 08 47.27832(N)    103 53 21.05792(W) AD(       ) 4
 BP0924  NAD 27      -  30 08 46.69000(N)    103 53 19.40000(W) AD(       ) 3
 BP0924
 BP0924.Superseded values are not recommended for survey control.
 BP0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0924.See file dsdata.txt to determine how the superseded data were derived.
 BP0924
 BP0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0698135536(NAD 83)
 BP0924_MARKER: 51 = TANK
 BP0924
 BP0924  HISTORY     - Date     Condition        Report By
 BP0924  HISTORY     - 1942     FIRST OBSERVED   CGS
 BP0924
 BP0924                          STATION DESCRIPTION
 BP0924
 BP0924'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1600 ***********************************************************************
 AB1600  DESIGNATION -  MITLA
 AB1600  PID         -  AB1600
 AB1600  STATE/COUNTY-  TX/CAMERON
 AB1600  USGS QUAD   -  LA PALOMA (1970)
 AB1600
 AB1600                         *CURRENT SURVEY CONTROL
 AB1600  ___________________________________________________________________
 AB1600* NAD 83(1993)-  26 05 24.02991(N)    097 44 59.88704(W)     ADJUSTED  
 AB1600* NAVD 88     -        18.6    (meters)      61.     (feet)  VERTCON   
 AB1600  ___________________________________________________________________
 AB1600  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 AB1600  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AB1600
 AB1600  HORZ ORDER  -  FIRST
 AB1600
 AB1600.The horizontal coordinates were established by classical geodetic methods
 AB1600.and adjusted by the National Geodetic Survey in February 1996..
 AB1600
 AB1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1600
 AB1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1600
 AB1600.The geoid height was determined by GEOID03.
 AB1600
 AB1600;                    North         East     Units Scale Factor Converg.
 AB1600;SPC TX S     - 5,047,127.456   375,035.185   MT  1.00002019   +0 20 25.9
 AB1600;SPC TX S     -16,558,784.00  1,230,427.94   sFT  1.00002019   +0 20 25.9
 AB1600;UTM  14      - 2,886,251.542   625,010.862   MT  0.99979296   +0 32 59.3
 AB1600
 AB1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1600!SPC TX S     -   1.00000065  x   1.00002019  =   1.00002084
 AB1600!UTM  14      -   1.00000065  x   0.99979296  =   0.99979361
 AB1600
 AB1600|---------------------------------------------------------------------|
 AB1600| PID    Reference Object                     Distance      Geod. Az  |
 AB1600|                                                           dddmmss.s |
 AB1600| CV2686 MITLA RM                             42.998 METERS 00152     |
 AB1600| AB1605 HARLINGEN SUGAR MILL DERRICK        APPROX.13.0 KM 0185533.4 |
 AB1600| AB1606 HARLINGEN STANDPIPE                 APPROX.12.7 KM 0234502.2 |
 AB1600| AB1619 HARLINGEN PUMP STA TALL STK         APPROX. 5.1 KM 1864430.8 |
 AB1600| AB1620 SAN BENITO PUMP STATION             APPROX. 4.8 KM 1941751.7 |
 AB1600| AB1617 LA FERIA PUMP STA 1ST LIFT STK      APPROX. 9.1 KM 2430945.9 |
 AB1600| AB1624 MERCEDES CANAL PUMP IRON STK        APPROX.14.6 KM 2584836.1 |
 AB1600| AB1616 SANTA MARIA CATH CH STEEPLE         APPROX. 9.0 KM 2591055.1 |
 AB1600| AB0917 MARIA                               APPROX.11.6 KM 2674539.4 |
 AB1600|---------------------------------------------------------------------|
 AB1600
 AB1600                          SUPERSEDED SURVEY CONTROL
 AB1600
 AB1600  NAD 83(1986)-  26 05 24.03825(N)    097 44 59.84741(W) AD(       ) 1
 AB1600  NAD 27      -  26 05 22.76300(N)    097 44 58.86900(W) AD(       ) 1
 AB1600  NGVD 29 (07/19/86)   18.7    (m)           61.     (f) VERT ANG       
 AB1600
 AB1600.Superseded values are not recommended for survey control.
 AB1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1600.See file dsdata.txt to determine how the superseded data were derived.
 AB1600
 AB1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP2501186252(NAD 83)
 AB1600_MARKER: DS = TRIANGULATION STATION DISK
 AB1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1600_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1600
 AB1600  HISTORY     - Date     Condition        Report By
 AB1600  HISTORY     - 1913     MONUMENTED       CGS
 AB1600  HISTORY     - 1946     SEE DESCRIPTION  CGS
 AB1600  HISTORY     - 1960     GOOD             CGS
 AB1600  HISTORY     - 19910514 MARK NOT FOUND   USPSQD
 AB1600  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB1600
 AB1600                          STATION DESCRIPTION
 AB1600
 AB1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1600'STATION IS ABOUT 6 MILES E OF SANTA MARIA AND 95 METERS
 AB1600'(312 FEET) FROM THE SW CORNER OF THE RAILROAD STATION AT
 AB1600'MITLA S 79 DEG W AND ABOUT 16 METERS (52 FEET) S OF
 AB1600'CENTER OF RAILROAD TRACK.  THERE IS ONLY A STATION AT MITLA.
 AB1600'NO HOUSES ARE NEAR.
 AB1600'
 AB1600'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 AB1600'BRONZE DISKS SET IN CONCRETE.
 AB1600'
 AB1600'REFERENCE MARK IS SET ON THE N SIDE OF THE RAILROAD TRACK,
 AB1600'AT THE SAME ELEVATION AS THE STATION, AND 42.998 METERS
 AB1600'(141.07 FEET) THEREFROM N 01 DEG 52 MIN E.
 AB1600'
 AB1600'ELEVATION OF STATION 18.7 METERS (61 FEET).
 AB1600
 AB1600                          STATION RECOVERY (1946)
 AB1600
 AB1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LBO)
 AB1600'THIS STATION WAS NOT RECOVERED.  FROM THE MEASUREMENTS OF THE
 AB1600'OLD 1913 DESCRIPTION IT PUTS STATION MITLA NEAR THE CENTER
 AB1600'OF A GRAVEL ROAD AND PUTS THE REFERENCE MARK IN THE CENTER
 AB1600'OF AN IRRIGATION CANAL.  AN OLD MEXICAN LIVING THERE 24 YEARS
 AB1600'POINTED OUT THIS SPOT AND TOLD WHERE THE OLD STATION USED
 AB1600'TO BE.
 AB1600'
 AB1600'A NEW STATION MITLA 2 WAS ESTABLISHED BY R.C.B. 1947.  SEE
 AB1600'DESCRIPTION CARD.
 AB1600
 AB1600                          STATION RECOVERY (1960)
 AB1600
 AB1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DFC)
 AB1600'MITLA SURFACE MONUMENT WAS FOUND FLUSH WITH THE SURFACE OF
 AB1600'A GRAVEL ROAD, AT A POINT N. 21 DEG E. 44.4 FEET FROM THE
 AB1600'NORTHWEST CORNER OF A GROCERY STORE, S. 16 DEG E. 109.4
 AB1600'FEET FROM A 20 IN HACKBERRY, AND N. 81 DEG W. 208.3 FEET
 AB1600'FROM AN 18 IN MESQUITE.  THE SURFACE MONUMENT FOR MITLA 2
 AB1600'(1947) WAS RECOVERED UNDER 3 IN OF DIRT.  MITLA TO MITLA
 AB1600'2 IS N. 35 DEG 37 MIN 30 SEC W. (GRID) 106.56 FEET.
 AB1600'
 AB1600'ALL BEARINGS SHOWN ARE GRID BEARINGS BASED ON TEXAS PLANE
 AB1600'COORDINATE SYSTEM FOR SOUTH ZONE.
 AB1600
 AB1600                          STATION RECOVERY (1991)
 AB1600
 AB1600'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1600'MARK NOT FOUND.
 AB1600
 AB1600                          STATION RECOVERY (1993)
 AB1600
 AB1600'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1599 ***********************************************************************
 AB1599  DESIGNATION -  MITLA 2
 AB1599  PID         -  AB1599
 AB1599  STATE/COUNTY-  TX/CAMERON
 AB1599  USGS QUAD   -  LA PALOMA (1970)
 AB1599
 AB1599                         *CURRENT SURVEY CONTROL
 AB1599  ___________________________________________________________________
 AB1599* NAD 83(1993)-  26 05 24.89073(N)    097 45 00.56461(W)     ADJUSTED  
 AB1599* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 AB1599  ___________________________________________________________________
 AB1599  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 AB1599  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AB1599
 AB1599  HORZ ORDER  -  SECOND
 AB1599
 AB1599.The horizontal coordinates were established by classical geodetic methods
 AB1599.and adjusted by the National Geodetic Survey in February 1996..
 AB1599
 AB1599.The orthometric height was scaled from a topographic map.
 AB1599
 AB1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1599
 AB1599.The geoid height was determined by GEOID03.
 AB1599
 AB1599;                    North         East     Units Scale Factor Converg.
 AB1599;SPC TX S     - 5,047,153.836   375,016.198   MT  1.00002013   +0 20 25.6
 AB1599;SPC TX S     -16,558,870.54  1,230,365.64   sFT  1.00002013   +0 20 25.6
 AB1599;UTM  14      - 2,886,277.847   624,991.784   MT  0.99979290   +0 32 59.0
 AB1599
 AB1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1599!SPC TX S     -   1.00000061  x   1.00002013  =   1.00002074
 AB1599!UTM  14      -   1.00000061  x   0.99979290  =   0.99979351
 AB1599
 AB1599:                Primary Azimuth Mark                     Grid Az
 AB1599:SPC TX S     -  HARLINGEN MUNICIPAL TANK                 026 33 29.9
 AB1599:UTM  14      -  HARLINGEN MUNICIPAL TANK                 026 20 56.5
 AB1599
 AB1599|---------------------------------------------------------------------|
 AB1599| PID    Reference Object                     Distance      Geod. Az  |
 AB1599|                                                           dddmmss.s |
 AB1599| AB1603 HARLINGEN MUNICIPAL TANK            APPROX.12.1 KM 0265355.5 |
 AB1599| AB1608 SAN BENITO MUNICIPAL TANK           APPROX.12.7 KM 0671246.4 |
 AB1599| CV2689 MITLA 2 RM 3                         18.220 METERS 10941     |
 AB1599| CV2687 MITLA 2 AZ MK                                      1790035.8 |
 AB1599| CV2688 MITLA 2 RM 2                         20.388 METERS 21059     |
 AB1599| AB1638 MERCEDES STANDPIPE                  APPROX.17.3 KM 2920846.1 |
 AB1599| AB1634 MERCEDES MAGIC VALLEY ELEC RAD      APPROX.17.5 KM 2925412.2 |
 AB1599| AB1610 HARLINGEN 2                         APPROX.10.6 KM 3570647.8 |
 AB1599|---------------------------------------------------------------------|
 AB1599
 AB1599                          SUPERSEDED SURVEY CONTROL
 AB1599
 AB1599  NAD 83(1986)-  26 05 24.89910(N)    097 45 00.52474(W) AD(       ) 2
 AB1599  NAD 27      -  26 05 23.62500(N)    097 44 59.54600(W) AD(       ) 2
 AB1599
 AB1599.Superseded values are not recommended for survey control.
 AB1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1599.See file dsdata.txt to determine how the superseded data were derived.
 AB1599
 AB1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP2499286278(NAD 83)
 AB1599_MARKER: DS = TRIANGULATION STATION DISK
 AB1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1599
 AB1599  HISTORY     - Date     Condition        Report By
 AB1599  HISTORY     - 1947     MONUMENTED       CGS
 AB1599  HISTORY     - 1956     GOOD             USGS
 AB1599  HISTORY     - 19910515 MARK NOT FOUND   USPSQD
 AB1599  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB1599
 AB1599                          STATION DESCRIPTION
 AB1599
 AB1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1599'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF HARLINGEN IN
 AB1599'THE VILLAGE OF RANGERVILLE.  IT IS 29 FEET NORTH OF THE NORTH
 AB1599'RAIL OF RAILROAD TRACK, 90 FEET NORTH OF THE CENTERLINE OF
 AB1599'DIRT ROAD, 40 FEET SOUTH OF IRRIGATION CANAL AND 15 FEET
 AB1599'NORTH OF FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 AB1599'DISK IS STAMPED MITLA 2 1947.
 AB1599'
 AB1599'REFERENCE MARK NO. 1 IS 59.78 FEET SOUTHEAST OF THE STATION.
 AB1599'IT IS 11 FEET NORTH OF NORTH RAIL OF RAILROAD TRACK.
 AB1599'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 AB1599'MILTA 2 NO 1 1947.
 AB1599'
 AB1599'REFERENCE MARK NO. 2 IS 66.89 FEET SOUTHWEST OF THE STATION.
 AB1599'IT IS 25 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK,
 AB1599'30 FEET NORTH OF THE CENTERLINE OF DIRT ROAD AND 62 FEET
 AB1599'WEST OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK
 AB1599'IS STAMPED MITLA 2 NO 2 1947.
 AB1599'
 AB1599'AZIMUTH MARK IS 0.3 MILE SOUTH OF STATION.  IT IS 15 FEET WEST
 AB1599'OF THE CENTERLINE OF PAVED ROAD, 5 FEET EAST OF A POND, 1.5
 AB1599'FEET NORTH OF WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE.
 AB1599'THE MARK IS FLUSH AND THE DISK IS STAMPED MILTA 2 1947.
 AB1599'
 AB1599'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 AB1599'83 AND 77 IN HARLINGEN GO SOUTH ON U.S. HIGHWAY 83 FOR 2.15
 AB1599'MILES TO T-ROAD RIGHT JUST AFTER CROSSING BRIDGE, TURN RIGHT
 AB1599'AND GO 6.6 MILE TO RAILROAD CROSSING IN RANGERVILLE, TURN RIGHT
 AB1599'AND GO ALONG RAILROAD TRACK FOR 0.15 MILE TO STATION AS
 AB1599'DESCRIBED.
 AB1599'
 AB1599'TO REACH AZIMUTH MARK FROM STATION GO EAST FOR 0.15 MILE
 AB1599'TO RAILROAD CROSSING, TURN RIGHT AND GO 0.2 MILE TO AZIMUTH
 AB1599'MARK ON THE RIGHT AS DESCRIBED.
 AB1599'
 AB1599'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AB1599
 AB1599                          STATION RECOVERY (1956)
 AB1599
 AB1599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB1599'THE MAIN STATION WAS FOUND IN GOOD CONDITION, STAMPED MITLA
 AB1599'2 1947.
 AB1599'
 AB1599'THE AZIMUTH MARK WAS FOUND DESTROYED.  IT HAD BEEN REMOVED
 AB1599'FROM THE GROUND AND WAS PUT ALONG SIDE THE ROAD.  THE TABLET
 AB1599'WAS STILL IN THE LARGE PIECE OF CONCRETE.
 AB1599
 AB1599                          STATION RECOVERY (1991)
 AB1599
 AB1599'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1599'MARK NOT FOUND.
 AB1599
 AB1599                          STATION RECOVERY (1993)
 AB1599
 AB1599'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0446 ***********************************************************************
 BA0446  DESIGNATION -  MITY
 BA0446  PID         -  BA0446
 BA0446  STATE/COUNTY-  TX/BREWSTER
 BA0446  USGS QUAD   -  BUCK HILL (1983)
 BA0446
 BA0446                         *CURRENT SURVEY CONTROL
 BA0446  ___________________________________________________________________
 BA0446* NAD 83(1993)-  29 49 21.46093(N)    103 31 30.17026(W)     ADJUSTED  
 BA0446* NAVD 88     -      1180.     (meters)    3871.     (feet)  SCALED    
 BA0446  ___________________________________________________________________
 BA0446  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BA0446  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 BA0446
 BA0446  HORZ ORDER  -  SECOND
 BA0446
 BA0446.The horizontal coordinates were established by classical geodetic methods
 BA0446.and adjusted by the National Geodetic Survey in February 1996..
 BA0446
 BA0446.The orthometric height was scaled from a topographic map.
 BA0446
 BA0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0446
 BA0446.The geoid height was determined by GEOID03.
 BA0446
 BA0446;                    North         East     Units Scale Factor Converg.
 BA0446;SPC TXSC     - 4,228,928.456   162,773.816   MT  0.99989935   -2 13 00.8
 BA0446;SPC TXSC     -13,874,409.44    534,033.76   sFT  0.99989935   -2 13 00.8
 BA0446;UTM  13      - 3,300,043.762   642,516.085   MT  0.99985060   +0 44 01.1
 BA0446
 BA0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0446!SPC TXSC     -   0.99981801  x   0.99989935  =   0.99971738
 BA0446!UTM  13      -   0.99981801  x   0.99985060  =   0.99966864
 BA0446
 BA0446|---------------------------------------------------------------------|
 BA0446| PID    Reference Object                     Distance      Geod. Az  |
 BA0446|                                                           dddmmss.s |
 BA0446| CH9092 MITY RM 1                            11.791 METERS 00830     |
 BA0446| CH9091 MITY AZ MK                                         0350557.5 |
 BA0446| CH9093 MITY RM 2                            10.678 METERS 11950     |
 BA0446|---------------------------------------------------------------------|
 BA0446
 BA0446                          SUPERSEDED SURVEY CONTROL
 BA0446
 BA0446  NAD 83(1986)-  29 49 21.45437(N)    103 31 30.17230(W) AD(       ) 2
 BA0446  NAD 27      -  29 49 20.80200(N)    103 31 28.53600(W) AD(       ) 2
 BA0446
 BA0446.Superseded values are not recommended for survey control.
 BA0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0446.See file dsdata.txt to determine how the superseded data were derived.
 BA0446
 BA0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP4251600044(NAD 83)
 BA0446_MARKER: DS = TRIANGULATION STATION DISK
 BA0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0446
 BA0446  HISTORY     - Date     Condition        Report By
 BA0446  HISTORY     - 1943     MONUMENTED       CGS
 BA0446  HISTORY     - 1958     GOOD             AMS
 BA0446
 BA0446                          STATION DESCRIPTION
 BA0446
 BA0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0446'LOCATED 39.5 MILES, AIR LINE, S OF ALPINE, 32 MILES, AIR LINE,
 BA0446'SSW OF MARATHON, 12 MILES, AIR LINE, SSE OF THE KOKERNOT RANCH
 BA0446'HEADQUARTERS, 3 MILES E OF THE ALPINE-TERLINGUA HIGHWAY, 2-1/2
 BA0446'MILES N OF THE 02 COW CAMP, AND 2-1/2 MILES SW OF CALAMITY CREEK,
 BA0446'ON TH E END OF THE TOP OF A LOW, FLAT-TOPPED HILL WHICH LIES
 BA0446'ABOUT 3/4 OF A MILE SW OF A GROUP OF THREE PROMINENT LOW ROUND
 BA0446'HILLS.
 BA0446'
 BA0446'STATION IS A BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE
 BA0446'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 BA0446'STAMPED MITY 1943.
 BA0446'
 BA0446'THE UNDERGROUND MARK IS A BRONZE DISK SET IN AN IRREGULAR MASS
 BA0446'OF CONCRETE.
 BA0446'
 BA0446'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN THE TOP OF A 10-INCH
 BA0446'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 BA0446'IT IS STAMPED MITY NO. 1 1940.  IT IS APPROXIMATELY THE SAME
 BA0446'ELEVATION AS THE STATION.
 BA0446'
 BA0446'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN THE TOP OF A 10-INCH
 BA0446'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 BA0446'IT IS STAMPED MITY NO. 2 1943.  IT IS APPROXIMATELY THE SAME
 BA0446'ELEVATION AS THE STATION.
 BA0446'
 BA0446'THE AZIMUTH MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 BA0446'THE TOP OF THE WALL OF THE LARGE CONCRETE STOCK TANK (MENTIONED
 BA0446'BELOW).  THE TANK IS 5 FEET HIGH AND ABOUT 60 FEET IN DIAMETER.
 BA0446'THE AZIMUTH MARK IS ON TE W SIDE AND ABOUT 2 FEET S OF THE INTAKE
 BA0446'VALVE.  IT IS STAMPED MITY 1943.
 BA0446'
 BA0446'THE WITNESS POST IS 2- BY 4-INCH POINTED POST, PROJECTING 3 FEET
 BA0446'ABOVE THE GROUND AND PAINTED WHITE.
 BA0446'
 BA0446'REACHED FROM ALPINE BY GOING S ON THE ALPINE-TERLINGUA HIGHWAY FOR
 BA0446'41.5 MILES TO A BOARD GATE ON THE LEFT AND ANOTHER ONE ON THE
 BA0446'RIGHT.  THE GATE ON THE RIGHT LEADS TO TRIANGULATION STATION
 BA0446'BUTCHERKNIFE.  TURN LEFT THROUGH THE GATE AND GO SE ON TRACK
 BA0446'ROAD FOR 2.0 MILES TO THE MARATHON-TERLINGUA ROAD.  CROSS THIS
 BA0446'ROAD AND CONTINUE EASTERLY FOR 50 YARDS TO A FORKS AT A SMALL
 BA0446'STOCK TANK.  TAKE LEFT FORK AND GO E ON TRACK ROAD ALONG BURIED
 BA0446'PIPE LINE FOR 1.0 MILE TO A POINT 0.5 MILE W OF A LARGE
 BA0446'CONCRETE STOCK TANK.  HERE LEAVE THE TRACK ROAD, TURN RIGHT
 BA0446'ACROSS COUNTRY FOR 0.5 MILE TO THE TOP OF A LOW HILL AND
 BA0446'STATION.
 BA0446
 BA0446                          STATION RECOVERY (1958)
 BA0446
 BA0446'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0446'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BA0446'
 BA0446'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LIGHT RIDGE.
 BA0446'330 FEET SSW OF LONE BUSH.  344 FEET SSE OF LONE BUSH AT DRAIN
 BA0446'FORK.  92 FEET NE OF LONE GROUP OF CACTUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0835 ***********************************************************************
 CR0835  DESIGNATION -  MKT 10
 CR0835  PID         -  CR0835
 CR0835  STATE/COUNTY-  TX/RAINS
 CR0835  USGS QUAD   -  EMORY SOUTH (1980)
 CR0835
 CR0835                         *CURRENT SURVEY CONTROL
 CR0835  ___________________________________________________________________
 CR0835* NAD 83(1986)-  32 52 01.     (N)    095 45 16.     (W)     SCALED    
 CR0835* NAVD 88     -       145.828  (meters)     478.44   (feet)  ADJUSTED  
 CR0835  ___________________________________________________________________
 CR0835  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CR0835  DYNAMIC HT  -         145.665 (meters)     477.90  (feet)  COMP
 CR0835  MODELED GRAV-     979,519.1   (mgal)                       NAVD 88
 CR0835
 CR0835  VERT ORDER  -  FIRST     CLASS II
 CR0835
 CR0835.The horizontal coordinates were scaled from a topographic map and have
 CR0835.an estimated accuracy of +/- 6 seconds.
 CR0835
 CR0835.The orthometric height was determined by differential leveling
 CR0835.and adjusted by the National Geodetic Survey in June 1991..
 CR0835
 CR0835.The geoid height was determined by GEOID03.
 CR0835
 CR0835.The dynamic height is computed by dividing the NAVD 88
 CR0835.geopotential number by the normal gravity value computed on the
 CR0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0835.degrees latitude (g = 980.6199 gals.).
 CR0835
 CR0835.The modeled gravity was interpolated from observed gravity values.
 CR0835
 CR0835;                    North         East    Units  Estimated Accuracy
 CR0835;SPC TXNC     - 2,136,460.      856,910.      MT  (+/- 180 meters Scaled)
 CR0835
 CR0835                          SUPERSEDED SURVEY CONTROL
 CR0835
 CR0835  NGVD 29 (??/??/92)  145.84   (m)          478.5    (f) COMPUTED    1 2
 CR0835
 CR0835.Superseded values are not recommended for survey control.
 CR0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0835.See file dsdata.txt to determine how the superseded data were derived.
 CR0835
 CR0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS422399(NAD 83)
 CR0835_MARKER: Q = CHISELED SQUARE
 CR0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0835_SP_SET: CULVERT
 CR0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0835
 CR0835  HISTORY     - Date     Condition        Report By
 CR0835  HISTORY     - UNK      MONUMENTED       MKTRR
 CR0835  HISTORY     - 1933     GOOD             NGS
 CR0835  HISTORY     - 1958     GOOD             NGS
 CR0835  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR0835
 CR0835                          STATION DESCRIPTION
 CR0835
 CR0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CR0835'0.8 MI SE FROM EMORY.
 CR0835'AT MILEPOST 741.6, ON A CONCRETE CULVERT.
 CR0835
 CR0835                          STATION RECOVERY (1958)
 CR0835
 CR0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CR0835'RECOVERED IN GOOD CONDITION.
 CR0835
 CR0835                          STATION RECOVERY (1995)
 CR0835
 CR0835'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0795 ***********************************************************************
 CR0795  DESIGNATION -  MKT 3
 CR0795  PID         -  CR0795
 CR0795  STATE/COUNTY-  TX/WOOD
 CR0795  USGS QUAD   -  GOLDEN (1981)
 CR0795
 CR0795                         *CURRENT SURVEY CONTROL
 CR0795  ___________________________________________________________________
 CR0795* NAD 83(1986)-  32 40 01.     (N)    095 30 36.     (W)     SCALED    
 CR0795* NAVD 88     -       116.656  (meters)     382.73   (feet)  ADJUSTED  
 CR0795  ___________________________________________________________________
 CR0795  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR0795  DYNAMIC HT  -         116.523 (meters)     382.29  (feet)  COMP
 CR0795  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 CR0795
 CR0795  VERT ORDER  -  FIRST     CLASS II
 CR0795
 CR0795.The horizontal coordinates were scaled from a topographic map and have
 CR0795.an estimated accuracy of +/- 6 seconds.
 CR0795
 CR0795.The orthometric height was determined by differential leveling
 CR0795.and adjusted by the National Geodetic Survey in June 1991..
 CR0795
 CR0795.The geoid height was determined by GEOID03.
 CR0795
 CR0795.The dynamic height is computed by dividing the NAVD 88
 CR0795.geopotential number by the normal gravity value computed on the
 CR0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0795.degrees latitude (g = 980.6199 gals.).
 CR0795
 CR0795.The modeled gravity was interpolated from observed gravity values.
 CR0795
 CR0795;                    North         East    Units  Estimated Accuracy
 CR0795;SPC TXNC     - 2,114,910.      880,400.      MT  (+/- 180 meters Scaled)
 CR0795
 CR0795                          SUPERSEDED SURVEY CONTROL
 CR0795
 CR0795  NGVD 29 (??/??/92)  116.682  (m)          382.81   (f) ADJ UNCH    1 2
 CR0795
 CR0795.Superseded values are not recommended for survey control.
 CR0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0795.See file dsdata.txt to determine how the superseded data were derived.
 CR0795
 CR0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS646171(NAD 83)
 CR0795_MARKER: Q = CHISELED SQUARE
 CR0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0795_SP_SET: FOUNDATION
 CR0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0795
 CR0795  HISTORY     - Date     Condition        Report By
 CR0795  HISTORY     - UNK      MONUMENTED       MKTRR
 CR0795  HISTORY     - 1933     GOOD             NGS
 CR0795  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0795  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0795
 CR0795                          STATION DESCRIPTION
 CR0795
 CR0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CR0795'1.3 MI W FROM MINEOLA.
 CR0795'1.3 MILES W OF DEPOT ON THE M K T RR. A SQUARE CUT IN THE CONCRETE
 CR0795'FOUNDATION OF SIGNAL N OF T AND P CROSSING.
 CR0795
 CR0795                          STATION RECOVERY (1959)
 CR0795
 CR0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CR0795'MARK NOT FOUND.
 CR0795
 CR0795                          STATION RECOVERY (1995)
 CR0795
 CR0795'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0188 ***********************************************************************
 AP0188  DESIGNATION -  ML 2 IBC
 AP0188  PID         -  AP0188
 AP0188  STATE/COUNTY-  TX/MAVERICK
 AP0188  USGS QUAD   -  EAGLE PASS SW (1983)
 AP0188
 AP0188                         *CURRENT SURVEY CONTROL
 AP0188  ___________________________________________________________________
 AP0188* NAD 83(1993)-  28 36 47.00281(N)    100 22 59.98689(W)     ADJUSTED  
 AP0188* NAVD 88     -       241.62   (+/-2cm)     792.7    (feet)  VERTCON   
 AP0188  ___________________________________________________________________
 AP0188  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AP0188  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AP0188
 AP0188  HORZ ORDER  -  SECOND
 AP0188  VERT ORDER  -  THIRD ? (See Below)
 AP0188
 AP0188.The horizontal coordinates were established by classical geodetic methods
 AP0188.and adjusted by the National Geodetic Survey in February 1996..
 AP0188
 AP0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0188.The vertical order pertains to the NGVD 29 superseded value.
 AP0188
 AP0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0188
 AP0188.The geoid height was determined by GEOID03.
 AP0188
 AP0188;                    North         East     Units Scale Factor Converg.
 AP0188;SPC TXSC     - 4,087,216.320   464,721.946   MT  0.99994199   -0 40 39.8
 AP0188;SPC TXSC     -13,409,475.54  1,524,675.25   sFT  0.99994199   -0 40 39.8
 AP0188;UTM  14      - 3,165,898.751   364,757.894   MT  0.99982572   -0 39 45.2
 AP0188
 AP0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0188!SPC TXSC     -   0.99996566  x   0.99994199  =   0.99990765
 AP0188!UTM  14      -   0.99996566  x   0.99982572  =   0.99979138
 AP0188
 AP0188                          SUPERSEDED SURVEY CONTROL
 AP0188
 AP0188  NAD 83(1986)-  28 36 46.99833(N)    100 22 59.96441(W) AD(       ) 2
 AP0188  NAD 27      -  28 36 46.06865(N)    100 22 58.70023(W) AD(       ) 2
 AP0188  NGVD 29 (07/19/86)  241.46   (m)          792.2    (f) LEVELING    3  
 AP0188
 AP0188.Superseded values are not recommended for survey control.
 AP0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0188.See file dsdata.txt to determine how the superseded data were derived.
 AP0188
 AP0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS6475865899(NAD 83)
 AP0188_MARKER: DD = SURVEY DISK
 AP0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AP0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0188+STABILITY: SURFACE MOTION
 AP0188
 AP0188  HISTORY     - Date     Condition        Report By
 AP0188  HISTORY     - 1972     MONUMENTED       IBC
 AP0188
 AP0188                          STATION DESCRIPTION
 AP0188
 AP0188'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1972 (ILC)
 AP0188'THE STATION, ML 2 (IBC), IS A BRONZE DISK OF THE INTERNATIONAL
 AP0188'BOUNDARY COMMISSION, STAMPED ML-2 792.175 FEET, SET IN THE TOP OF A
 AP0188'4-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 AP0188'GROUND.  IT IS 87.2 FEET NORTHWEST OF A WITNESS POST, 49.0 FEET
 AP0188'SOUTHWEST OF THE CENTER OF FARM ROAD 1021 AND 10.0 FEET SOUTHEAST
 AP0188'OF THE CENTER OF A GATE.
 AP0188'
 AP0188'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ROSITA,
 AP0188'THE DISTANCE BEING 25.870 METERS (84.88 FEET) NORTHWEST OF STATION
 AP0188'ROSITA.
 AP0188'
 AP0188'TO REACH THE STATION FROM THE POST OFFICE IN EL INDIO, GO NORTH AND
 AP0188'NORTHWEST ON FARM ROAD 1021 FOR 5.45 MILES TO THE JUNCTION WITH FARM
 AP0188'ROAD 2366.  CONTINUE NORTHWEST ON ROAD 1021 FOR 2.35 MILES TO THE
 AP0188'STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5722 ***********************************************************************
 AC5722  DESIGNATION -  MLRS TLRS
 AC5722  PID         -  AC5722
 AC5722  STATE/COUNTY-  TX/JEFF DAVIS
 AC5722  USGS QUAD   -  MOUNT LOCKE (1978)
 AC5722
 AC5722                         *CURRENT SURVEY CONTROL
 AC5722  ___________________________________________________________________
 AC5722* NAD 83(1986)-  30 40 50.     (N)    104 00 56.     (W)     SCALED    
 AC5722* NAVD 88     -      2027.039  (meters)    6650.38   (feet)  ADJUSTED  
 AC5722  ___________________________________________________________________
 AC5722  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 AC5722  DYNAMIC HT  -        2023.601 (meters)    6639.10  (feet)  COMP
 AC5722  MODELED GRAV-     978,870.8   (mgal)                       NAVD 88
 AC5722
 AC5722  VERT ORDER  -  FIRST     CLASS II
 AC5722
 AC5722.The horizontal coordinates were scaled from a topographic map and have
 AC5722.an estimated accuracy of +/- 6 seconds.
 AC5722
 AC5722.The orthometric height was determined by differential leveling
 AC5722.and adjusted by the National Geodetic Survey in July 2002..
 AC5722
 AC5722.The geoid height was determined by GEOID03.
 AC5722
 AC5722.The dynamic height is computed by dividing the NAVD 88
 AC5722.geopotential number by the normal gravity value computed on the
 AC5722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5722.degrees latitude (g = 980.6199 gals.).
 AC5722
 AC5722.The modeled gravity was interpolated from observed gravity values.
 AC5722
 AC5722;                    North         East    Units  Estimated Accuracy
 AC5722;SPC TX C     - 3,118,230.      347,270.      MT  (+/- 180 meters Scaled)
 AC5722
 AC5722                          SUPERSEDED SURVEY CONTROL
 AC5722
 AC5722.No superseded survey control is available for this station.
 AC5722
 AC5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP942946(NAD 83)
 AC5722_MARKER: I = METAL ROD
 AC5722_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5722_STAMPING: MLRS-TLRS FEB 90
 AC5722_PROJECTION: FLUSH
 AC5722_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5722+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1996
 AC5722_ROD/PIPE-DEPTH: 1.2  meters
 AC5722_SLEEVE-DEPTH  : 0.9 meters
 AC5722
 AC5722  HISTORY     - Date     Condition        Report By
 AC5722  HISTORY     - 1990     MONUMENTED
 AC5722  HISTORY     - 19961108 GOOD             NGS
 AC5722  HISTORY     - 20030322 GOOD             USPSQD
 AC5722
 AC5722                          STATION DESCRIPTION
 AC5722
 AC5722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5722'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 AC5722'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 AC5722'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 AC5722'0.7 KM (0.45 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI)
 AC5722'SOUTHERLY ALONG A DIRT ROAD, 30.0 M (98.4 FT) SOUTH OF THE CORS
 AC5722'ANTENNA, 29.7 M (97.4 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AC5722'MLRS OFFICE TRAILER, 28.9 M (94.8 FT) SOUTH OF STATION 7850, 6.7 M
 AC5722'(22.0 FT) WEST OF THE ROAD CENTER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 AC5722'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC5722'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AC5722'MARK.  CONTRACTORS DESCRIPTION STATES THAT THE ROD IS ANCHORED IN
 AC5722'BEDROCK AND CONCRETE.
 AC5722
 AC5722                          STATION RECOVERY (2003)
 AC5722
 AC5722'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AC5722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4005 ***********************************************************************
 AW4005  DESIGNATION -  MM 32
 AW4005  PID         -  AW4005
 AW4005  STATE/COUNTY-  TX/GALVESTON
 AW4005  USGS QUAD   -  DICKINSON (1997)
 AW4005
 AW4005                         *CURRENT SURVEY CONTROL
 AW4005  ___________________________________________________________________
 AW4005* NAD 83(1986)-  29 25 24.     (N)    095 00 40.     (W)     SCALED    
 AW4005* NAVD 88     -         6.14   (+/-2cm)      20.1    (feet)  VERTCON   
 AW4005  ___________________________________________________________________
 AW4005  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW4005
 AW4005  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4005
 AW4005.The horizontal coordinates were scaled from a topographic map and have
 AW4005.an estimated accuracy of +/- 6 seconds.
 AW4005
 AW4005.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4005.The vertical order pertains to the NGVD 29 superseded value.
 AW4005
 AW4005.The geoid height was determined by GEOID03.
 AW4005
 AW4005;                    North         East    Units  Estimated Accuracy
 AW4005;SPC TXSC     - 4,182,810.      986,950.      MT  (+/- 180 meters Scaled)
 AW4005
 AW4005                          SUPERSEDED SURVEY CONTROL
 AW4005
 AW4005  NGVD 29 (??/??/92)    6.142  (m)           20.15   (f) ADJ UNCH    1 2
 AW4005
 AW4005.Superseded values are not recommended for survey control.
 AW4005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4005.See file dsdata.txt to determine how the superseded data were derived.
 AW4005
 AW4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN049565(NAD 83)
 AW4005_MARKER: Z = SEE DESCRIPTION
 AW4005_SETTING: 0 = UNSPECIFIED SETTING
 AW4005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4005+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AW4005
 AW4005  HISTORY     - Date     Condition        Report By
 AW4005  HISTORY     - UNK      MONUMENTED       CGS
 AW4005  HISTORY     - 1973     GOOD             NGS
 AW4005  HISTORY     - 19900804 MARK NOT FOUND   USPSQD
 AW4005  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW4005  HISTORY     - 20040628 GOOD             USPSQD
 AW4005  HISTORY     - 20050629 MARK NOT FOUND   USPSQD
 AW4005
 AW4005                          STATION DESCRIPTION
 AW4005
 AW4005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4005'4.2 MI NW FROM LAMARQUE.
 AW4005'ABOUT 4.2 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW4005'RAILROAD FROM THE STATION AT LAMARQUE, GALVESTON COUNTY, 0.15 MILE
 AW4005'SOUTHEAST OF BRIDGE 32, AT MILEPOST 32, 49 FEET SOUTHWEST OF THE
 AW4005'CENTERLINE OF THE TRACK, AND 27 FEET NORTHWEST OF POLE HE 24.  A
 AW4005'1-INCH CROSS ON THE BALL PORTION OF A SECTION OF RAIL SET VERTICALLY
 AW4005'IN THE GROUND AND PROJECTING ABOUT 2 FEET.
 AW4005
 AW4005                          STATION RECOVERY (1990)
 AW4005
 AW4005'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW4005'MARK NOT FOUND.
 AW4005
 AW4005                          STATION RECOVERY (2003)
 AW4005
 AW4005'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW4005'MARK NOT FOUND.
 AW4005
 AW4005                          STATION RECOVERY (2004)
 AW4005
 AW4005'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4005'RECOVERED IN GOOD CONDITION.
 AW4005
 AW4005                          STATION RECOVERY (2005)
 AW4005
 AW4005'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW4005'NO VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0457 ***********************************************************************
 CA0457  DESIGNATION -  MM 382
 CA0457  PID         -  CA0457
 CA0457  STATE/COUNTY-  TX/BROWN
 CA0457  USGS QUAD   -  THRIFTY (1977)
 CA0457
 CA0457                         *CURRENT SURVEY CONTROL
 CA0457  ___________________________________________________________________
 CA0457* NAD 83(1986)-  31 52 22.     (N)    099 09 36.     (W)     SCALED    
 CA0457* NAVD 88     -       453.003  (meters)    1486.23   (feet)  ADJUSTED  
 CA0457  ___________________________________________________________________
 CA0457  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CA0457  DYNAMIC HT  -         452.413 (meters)    1484.29  (feet)  COMP
 CA0457  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 CA0457
 CA0457  VERT ORDER  -  SECOND    CLASS 0
 CA0457
 CA0457.The horizontal coordinates were scaled from a topographic map and have
 CA0457.an estimated accuracy of +/- 6 seconds.
 CA0457
 CA0457.The orthometric height was determined by differential leveling
 CA0457.and adjusted by the National Geodetic Survey in June 1991..
 CA0457
 CA0457.The geoid height was determined by GEOID03.
 CA0457
 CA0457.The dynamic height is computed by dividing the NAVD 88
 CA0457.geopotential number by the normal gravity value computed on the
 CA0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0457.degrees latitude (g = 980.6199 gals.).
 CA0457
 CA0457.The modeled gravity was interpolated from observed gravity values.
 CA0457
 CA0457;                    North         East    Units  Estimated Accuracy
 CA0457;SPC TX C     - 3,245,160.      811,020.      MT  (+/- 180 meters Scaled)
 CA0457
 CA0457                          SUPERSEDED SURVEY CONTROL
 CA0457
 CA0457  NGVD 29 (??/??/92)  452.896  (m)         1485.88   (f) ADJ UNCH    2 0
 CA0457
 CA0457.Superseded values are not recommended for survey control.
 CA0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0457.See file dsdata.txt to determine how the superseded data were derived.
 CA0457
 CA0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA848263(NAD 83)
 CA0457_MARKER: DB = BENCH MARK DISK
 CA0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0457_SP_SET: CULVERT
 CA0457_STAMPING: MM 382 1943
 CA0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0457
 CA0457  HISTORY     - Date     Condition        Report By
 CA0457  HISTORY     - 1943     MONUMENTED       CGS
 CA0457
 CA0457                          STATION DESCRIPTION
 CA0457
 CA0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0457'1.0 MI SW FROM GROSVENOR.
 CA0457'1.0 MILE SOUTHWEST ALONG A COUNTY GRADED ROAD FROM THE GRAMMAR SCHOOL
 CA0457'AT GROSVENOR, AT A CEMENT STONE MASONRY 4- BY 6-FOOT CULVERT.  A DISK,
 CA0457'SET IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL, AND 13 FEET
 CA0457'EAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6592 ***********************************************************************
 AB6592  SACS        -  This is a Secondary Airport Control Station.
 AB6592  DESIGNATION -  MNZ A
 AB6592  PID         -  AB6592
 AB6592  STATE/COUNTY-  TX/HAMILTON
 AB6592  USGS QUAD   -  HAMILTON WEST (1979)
 AB6592
 AB6592                         *CURRENT SURVEY CONTROL
 AB6592  ___________________________________________________________________
 AB6592* NAD 83(1993)-  31 40 28.35345(N)    098 09 01.86685(W)     ADJUSTED  
 AB6592* NAVD 88     -       395.22   (meters)    1296.7    (feet)  GPS OBS   
 AB6592  ___________________________________________________________________
 AB6592  X           -    -770,316.573 (meters)                     COMP
 AB6592  Y           -  -5,378,525.807 (meters)                     COMP
 AB6592  Z           -   3,329,966.371 (meters)                     COMP
 AB6592  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AB6592  ELLIP HEIGHT-         368.41  (meters)          (07/23/01) GPS OBS
 AB6592  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AB6592
 AB6592  HORZ ORDER  -  FIRST
 AB6592  ELLP ORDER  -  FOURTH    CLASS II
 AB6592
 AB6592.This mark is at Hamilton Muni (MNZ) Airport (MNZ)
 AB6592
 AB6592.The horizontal coordinates were established by GPS observations
 AB6592.and adjusted by the National Geodetic Survey in September 1996..
 AB6592
 AB6592.The orthometric height was determined by GPS observations and a
 AB6592.high-resolution geoid model.
 AB6592
 AB6592.GPS derived orthometric heights for airport stations designated as
 AB6592.PACS or SACS are published to 2 decimal places.  This maintains
 AB6592.centimeter relative accuracy between the PACS and SACS.  It does
 AB6592.not indicate centimeter accuracy relative to other marks which are
 AB6592.part of the NAVD 88 network.
 AB6592
 AB6592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6592
 AB6592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6592
 AB6592.The ellipsoidal height was determined by GPS observations
 AB6592.and is referenced to NAD 83.
 AB6592
 AB6592.The geoid height was determined by GEOID03.
 AB6592
 AB6592;                    North         East     Units Scale Factor Converg.
 AB6592;SPC TX C     - 3,224,620.182   906,962.761   MT  0.99995058   +1 07 27.4
 AB6592;SPC TX C     -10,579,441.38  2,975,593.66   sFT  0.99995058   +1 07 27.4
 AB6592;UTM  14      - 3,504,675.575   580,521.525   MT  0.99967996   +0 26 45.9
 AB6592
 AB6592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6592!SPC TX C     -   0.99994215  x   0.99995058  =   0.99989274
 AB6592!UTM  14      -   0.99994215  x   0.99967996  =   0.99962213
 AB6592
 AB6592                          SUPERSEDED SURVEY CONTROL
 AB6592
 AB6592  ELLIP H (09/04/96)  368.45   (m)                       GP(       ) 4 2
 AB6592
 AB6592.Superseded values are not recommended for survey control.
 AB6592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6592.See file dsdata.txt to determine how the superseded data were derived.
 AB6592
 AB6592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8052204676(NAD 83)
 AB6592_MARKER: I = METAL ROD
 AB6592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6592_STAMPING: MNZ A 1995
 AB6592_MARK LOGO: NGS   
 AB6592_PROJECTION: FLUSH
 AB6592_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6592+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6592_ROD/PIPE-DEPTH: 3.6  meters
 AB6592_SLEEVE-DEPTH  : 0.9 meters
 AB6592
 AB6592  HISTORY     - Date     Condition        Report By
 AB6592  HISTORY     - 1995     MONUMENTED       NGS
 AB6592
 AB6592                          STATION DESCRIPTION
 AB6592
 AB6592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6592'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) SOUTHWEST OF HAMILTON AT
 AB6592'THE HAMILTON MUNICIPAL AIRPORT.  NEAR THE NORTHWEST BOUNDRY FENCE OF
 AB6592'THE AIRPORT PROPERTY, ABOUT 98.6 M (323.5 FT) SOUTH OF COUNTY ROAD
 AB6592'503, WEST OF A TRACK ROAD, AND EAST OF A BOUNDRY FENCE.
 AB6592'OWNERSHIP--CITY OF HAMILTON, 200 EAST MAIN, HAMILTON, TX 76531. PHONE
 AB6592'817-386-3939 OR 817-386-8116.  AIRPORT MANAGER HARRY G. HANSEN.
 AB6592'NOTE--CONTACT AIRPORT OFFICE ON ARRIVAL. TO REACH THE STATION FROM THE
 AB6592'POST OFFICE IN HAMILTON, GO SOUTH ON U.S.  HIGHWAY 281, FOR 3.68 KM
 AB6592'(2.30 MI) TO COUNTY ROAD 503 ON THE RIGHT.  TURN RIGHT, WEST, 1.29 KM
 AB6592'(0.80 MI) TO THE WEST EDGE OF THE AIRPORT PROPERTY AND A TRACK ROAD ON
 AB6592'THE LEFT.  TURN LEFT, SOUTH, 98.6 M (323.5 FT) AND THE STATION ON THE
 AB6592'RIGHT. STATION IS 98.6 M (323.5 FT) SOUTH OF THE ROAD CENTER, 4.1 M
 AB6592'(13.5 FT) WEST OF THE CENTER OF A TRACK ROAD, 0.7 M (2.3 FT) EAST OF A
 AB6592'WITNESS POST AND FENCE, 0.7 M (2.3 FT) NORTH OF A WITNESS POST, AND
 AB6592'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE TRACK ROAD.  NOTE--ACCESS TO THE
 AB6592'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 AB6592'CLASS A REQUIREMENTS.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2839 ***********************************************************************
 AB2839  PACS        -  This is a Primary Airport Control Station.
 AB2839  DESIGNATION -  MNZ B
 AB2839  PID         -  AB2839
 AB2839  STATE/COUNTY-  TX/HAMILTON
 AB2839  USGS QUAD   -  HAMILTON WEST (1979)
 AB2839
 AB2839                         *CURRENT SURVEY CONTROL
 AB2839  ___________________________________________________________________
 AB2839* NAD 83(1993)-  31 40 24.70805(N)    098 08 39.57236(W)     ADJUSTED  
 AB2839* NAVD 88     -       394.54   (meters)    1294.4    (feet)  GPS OBS   
 AB2839  ___________________________________________________________________
 AB2839  X           -    -769,743.491 (meters)                     COMP
 AB2839  Y           -  -5,378,666.821 (meters)                     COMP
 AB2839  Z           -   3,329,870.448 (meters)                     COMP
 AB2839  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AB2839  ELLIP HEIGHT-         367.72  (meters)          (10/24/00) GPS OBS
 AB2839  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AB2839
 AB2839  HORZ ORDER  -  B
 AB2839  ELLP ORDER  -  FOURTH    CLASS II
 AB2839
 AB2839.This mark is at Hamilton Muni (MNZ) Airport (MNZ)
 AB2839
 AB2839.The horizontal coordinates were established by GPS observations
 AB2839.and adjusted by the National Geodetic Survey in February 1996..
 AB2839
 AB2839.The orthometric height was determined by GPS observations and a
 AB2839.high-resolution geoid model.
 AB2839
 AB2839.GPS derived orthometric heights for airport stations designated as
 AB2839.PACS or SACS are published to 2 decimal places.  This maintains
 AB2839.centimeter relative accuracy between the PACS and SACS.  It does
 AB2839.not indicate centimeter accuracy relative to other marks which are
 AB2839.part of the NAVD 88 network.
 AB2839
 AB2839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2839
 AB2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2839
 AB2839.The ellipsoidal height was determined by GPS observations
 AB2839.and is referenced to NAD 83.
 AB2839
 AB2839.The geoid height was determined by GEOID03.
 AB2839
 AB2839;                    North         East     Units Scale Factor Converg.
 AB2839;SPC TX C     - 3,224,519.468   907,552.074   MT  0.99995037   +1 07 38.9
 AB2839;SPC TX C     -10,579,110.95  2,977,527.10   sFT  0.99995037   +1 07 38.9
 AB2839;UTM  14      - 3,504,567.922   581,109.445   MT  0.99968114   +0 26 57.6
 AB2839
 AB2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2839!SPC TX C     -   0.99994226  x   0.99995037  =   0.99989264
 AB2839!UTM  14      -   0.99994226  x   0.99968114  =   0.99962342
 AB2839
 AB2839                          SUPERSEDED SURVEY CONTROL
 AB2839
 AB2839  ELLIP H (02/20/96)  367.76   (m)                       GP(       ) 1 1
 AB2839
 AB2839.Superseded values are not recommended for survey control.
 AB2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2839.See file dsdata.txt to determine how the superseded data were derived.
 AB2839
 AB2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8110904568(NAD 83)
 AB2839_MARKER: I = METAL ROD
 AB2839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2839_STAMPING: MNZ B 1995
 AB2839_MARK LOGO: NGS   
 AB2839_PROJECTION: FLUSH
 AB2839_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2839+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2839_ROD/PIPE-DEPTH: 0.8  meters
 AB2839_SLEEVE-DEPTH  : 0.5 meters
 AB2839
 AB2839  HISTORY     - Date     Condition        Report By
 AB2839  HISTORY     - 1995     MONUMENTED       NGS
 AB2839
 AB2839                          STATION DESCRIPTION
 AB2839
 AB2839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2839'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) SOUTHWEST OF HAMILTON AT
 AB2839'THE HAMILTON MUNICIPAL AIRPORT.  NEAR THE NORTHEAST END OF THE TAXI,
 AB2839'ABOUT 22.0 M (72.2 FT) SOUTH OF COUNTY ROAD 503 AND IN LINE WITH THE
 AB2839'CENTER OF A DRIVEWAY TO THE NORTH.  OWNERSHIP--CITY OF HAMILTON, 200
 AB2839'EAST MAIN, HAMILTON, TX.  76531.  PHONE 817-386-3939.  OR
 AB2839'817-386-8116.  AIRPORT MANAGER HARRY G.  HANSEN.  NOTE--CONTACT
 AB2839'AIRPORT OFFICE ON ARRIVAL.  TO REACH THE STATION FROM THE POST OFFICE
 AB2839'IN HAMILTON, GO SOUTH ON U.S.  HIGHWAY 281, FOR 3.68 KM (2.30 MI) TO
 AB2839'COUNTY ROAD 503 ON THE RIGHT.  TURN RIGHT, WEST, 0.7 KM (0.45 MI) TO
 AB2839'THE STATION ON THE LEFT.  STATION IS 22.0 M (72.2 FT) SOUTH OF THE
 AB2839'ROAD CENTER, AND IN LINE WITH THE CENTER OF A DRIVEWAY TO THE NORTH,
 AB2839'20.9 M (68.6 FT) EAST OF THE EXTENDED CENTER OF A TAXI, 0.7 M (2.3 FT)
 AB2839'NORTH OF A WITNESS POST, 0.7 M (2.3 FT) WEST OF A WITNESS POST, AND
 AB2839'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE TAXI WILL
 AB2839'BECOME THE AIRPORT ENTRANCE ROAD FROM COUNTY ROAD 503, WHEN THE NEW
 AB2839'RUNWAY IS FINISHED.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB2839'LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS. THE ROD
 AB2839'WAS DRIVEN TO REFUSAL AND IS ANCHORED BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1903 ***********************************************************************
 FL1903  DESIGNATION -  MOBEETIE
 FL1903  PID         -  FL1903
 FL1903  STATE/COUNTY-  TX/WHEELER
 FL1903  USGS QUAD   -  MOBEETIE (1963)
 FL1903
 FL1903                         *CURRENT SURVEY CONTROL
 FL1903  ___________________________________________________________________
 FL1903* NAD 83(1993)-  35 31 02.01121(N)    100 26 47.91647(W)     ADJUSTED  
 FL1903* NAVD 88     -       818.     (meters)    2684.     (feet)  SCALED    
 FL1903  ___________________________________________________________________
 FL1903  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 FL1903  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL1903
 FL1903  HORZ ORDER  -  SECOND
 FL1903
 FL1903.The horizontal coordinates were established by classical geodetic methods
 FL1903.and adjusted by the National Geodetic Survey in February 1996..
 FL1903
 FL1903.The orthometric height was scaled from a topographic map.
 FL1903
 FL1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1903
 FL1903.The geoid height was determined by GEOID03.
 FL1903
 FL1903;                    North         East     Units Scale Factor Converg.
 FL1903;SPC TX N     - 1,168,825.077   295,539.809   MT  0.99991237   +0 36 37.6
 FL1903;SPC TX N     - 3,834,720.27    969,616.86   sFT  0.99991237   +0 36 37.6
 FL1903;UTM  14      - 3,931,366.026   368,822.866   MT  0.99981205   -0 50 26.0
 FL1903
 FL1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1903!SPC TX N     -   0.99987577  x   0.99991237  =   0.99978815
 FL1903!UTM  14      -   0.99987577  x   0.99981205  =   0.99968785
 FL1903
 FL1903:                Primary Azimuth Mark                     Grid Az
 FL1903:SPC TX N     -  MOBEETIE KIMBELL MILLING ELEV            019 15 31.5
 FL1903:UTM  14      -  MOBEETIE KIMBELL MILLING ELEV            020 42 35.1
 FL1903
 FL1903|---------------------------------------------------------------------|
 FL1903| PID    Reference Object                     Distance      Geod. Az  |
 FL1903|                                                           dddmmss.s |
 FL1903| FL1901 MOBEETIE KIMBELL MILLING ELEV       APPROX. 2.4 KM 0195209.1 |
 FL1903| FL1904 MOBEETIE METHODIST CH SPIRE         APPROX. 2.0 KM 0221946.8 |
 FL1903| CK9447 MOBEETIE RM 1                         8.428 METERS 26531     |
 FL1903| CK9446 MOBEETIE AZ MK                                     2724443.6 |
 FL1903| CK9448 MOBEETIE RM 2                         7.774 METERS 35622     |
 FL1903| FL1902 MAULSBY                             APPROX. 6.9 KM 3590930.5 |
 FL1903|---------------------------------------------------------------------|
 FL1903
 FL1903                          SUPERSEDED SURVEY CONTROL
 FL1903
 FL1903  NAD 83(1993)-  35 31 02.01219(N)    100 26 47.91607(W) AD(       ) 2
 FL1903  NAD 83(1986)-  35 31 02.01583(N)    100 26 47.90585(W) AD(       ) 2
 FL1903  NAD 27      -  35 31 01.84800(N)    100 26 46.44200(W) AD(       ) 2
 FL1903
 FL1903.Superseded values are not recommended for survey control.
 FL1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1903.See file dsdata.txt to determine how the superseded data were derived.
 FL1903
 FL1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6882331366(NAD 83)
 FL1903_MARKER: DS = TRIANGULATION STATION DISK
 FL1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1903
 FL1903  HISTORY     - Date     Condition        Report By
 FL1903  HISTORY     - 1951     MONUMENTED       CGS
 FL1903  HISTORY     - 1955     GOOD             CGS
 FL1903
 FL1903                          STATION DESCRIPTION
 FL1903
 FL1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1903'THE STATION IS LOCATED ABOUT 11 MILES WEST-NORTHWEST OF WHEELER,
 FL1903'0.5 MILE NORTHWEST OF OLD MOBEETIE, 80 FEET SOUTH OF THE
 FL1903'CENTER LINE OF STATE HIGHWAY 152, 33 FEET SOUTH OF THE RIGHT-OF-WAY
 FL1903'FENCE, AND 4.5 FEET WEST OF A WITNESS POST.  THE MARK IS A BRONZE
 FL1903'DISK STAMPED MOBEETIE 1951, AND SET FLUSH WITH THE GROUND.
 FL1903'
 FL1903'REFERENCE MARK NO. 1, STAMPED MOBEETIE NO 1 1951, IS A BRONZE DISK
 FL1903'SET IN A CONCRETE POST THAT PROJECTS 1 INCH AND IS SET 35
 FL1903'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 FL1903'
 FL1903'REFERENCE MARK NO. 2, STAMPED MOBEETIE NO 2 1951, IS A BRONZE
 FL1903'DISK SET IN A CONCRETE POST THAT PROJECTS 1 INCH AND IS
 FL1903'SET 8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 FL1903'
 FL1903'THE AZIMUTH MARK, STAMPED MOBEETIE 1951, IS A BRONZE DISK
 FL1903'SET IN A CONCRETE POST THAT IS FLUSH WITH THE GROUND, ON THE
 FL1903'NORTH RIGHT-OF-WAY OF STATE HIGHWAY 152.  IT IS 48 FEET NORTH
 FL1903'OF THE CENTER LINE OF STATE HIGHWAY 152, 2 FEET EAST OF A
 FL1903'WITNESS POST, AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 FL1903'
 FL1903'TO REACH FROM THE COURTHOUSE IN WHEELER.  GO WESTERLY ON STATE
 FL1903'HIGHWAY 152 FOR 11.7 MILES TO CROSSROADS AT TWO STORES ON THE
 FL1903'SOUTH SIDE OF THE HIGHWAY AND SIGNS NEW AND OLD MOBEETIE.
 FL1903'CONTINUE WESTERLY ON THE HIGHWAY FOR 0.25 MILE TO THE TOP OF
 FL1903'GRADE AND STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK,
 FL1903'CONTINUE ON WESTERLY FOR 0.4 MILE TO THE MARK AS DESCRIBED.
 FL1903
 FL1903                          STATION RECOVERY (1955)
 FL1903
 FL1903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 FL1903'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 FL1903'DESCRIBED.  THE AZIMUTH MARK WAS DESTROYED AFTER A RESET AZIMUTH
 FL1903'MARK WAS ESTABLISHED IN THE EXACT LINE TO THE STATION AND ABOUT
 FL1903'100 YARDS FARTHER FROM THE STATION.  THE RESET AZIMUTH MARK
 FL1903'IS A STANDARD DISK STAMPED MOBEETIE 1951 1955 AND SET IN A
 FL1903'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.  IT IS 62 FEET
 FL1903'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET NORTH OF THE
 FL1903'NORTH RIGHT-OF-WAY LINE, IN THE EDGE OF A CULTIVATED FIELD.
 FL1903'IT IS ABOUT 0.4 MILE WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1901 ***********************************************************************
 FL1901  DESIGNATION -  MOBEETIE KIMBELL MILLING ELEV
 FL1901  PID         -  FL1901
 FL1901  STATE/COUNTY-  TX/WHEELER
 FL1901  USGS QUAD   -  MOBEETIE (1963)
 FL1901
 FL1901                         *CURRENT SURVEY CONTROL
 FL1901  ___________________________________________________________________
 FL1901* NAD 83(1993)-  35 32 15.41731(N)    100 26 15.46047(W)     ADJUSTED  
 FL1901* NAVD 88     -                                                        
 FL1901  ___________________________________________________________________
 FL1901  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 FL1901  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FL1901
 FL1901  HORZ ORDER  -  THIRD
 FL1901
 FL1901.The horizontal coordinates were established by classical geodetic methods
 FL1901.and adjusted by the National Geodetic Survey in February 1996..
 FL1901
 FL1901
 FL1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1901
 FL1901.The geoid height was determined by GEOID03.
 FL1901
 FL1901;                    North         East     Units Scale Factor Converg.
 FL1901;SPC TX N     - 1,171,095.839   296,333.184   MT  0.99991305   +0 36 56.5
 FL1901;SPC TX N     - 3,842,170.27    972,219.79   sFT  0.99991305   +0 36 56.5
 FL1901;UTM  14      - 3,933,615.737   369,673.408   MT  0.99980931   -0 50 08.6
 FL1901
 FL1901                          SUPERSEDED SURVEY CONTROL
 FL1901
 FL1901  NAD 83(1993)-  35 32 15.41821(N)    100 26 15.46005(W) AD(       ) 4
 FL1901  NAD 83(1986)-  35 32 15.42263(N)    100 26 15.44913(W) AD(       ) 4
 FL1901  NAD 27      -  35 32 15.25300(N)    100 26 13.98800(W) AD(       ) 3
 FL1901
 FL1901.Superseded values are not recommended for survey control.
 FL1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1901.See file dsdata.txt to determine how the superseded data were derived.
 FL1901
 FL1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6967333616(NAD 83)
 FL1901_MARKER: 65 = GRAIN ELEVATOR
 FL1901
 FL1901  HISTORY     - Date     Condition        Report By
 FL1901  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1901
 FL1901                          STATION DESCRIPTION
 FL1901
 FL1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1901'A SMALL CORRUGATED SHEET METAL GRAIN ELEVATOR IN NEW MOBEETIE.
 FL1901'IT IS SOUTH OF THE RAILROAD TRACKS, SOUTHEAST OF THE R.R. STATION,
 FL1901'AND IS ABOUT 50 FEET HIGH.  TOP CENTER WAS POINTED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1904 ***********************************************************************
 FL1904  DESIGNATION -  MOBEETIE METHODIST CH SPIRE
 FL1904  PID         -  FL1904
 FL1904  STATE/COUNTY-  TX/WHEELER
 FL1904  USGS QUAD   -  MOBEETIE (1963)
 FL1904
 FL1904                         *CURRENT SURVEY CONTROL
 FL1904  ___________________________________________________________________
 FL1904* NAD 83(1993)-  35 32 01.72851(N)    100 26 17.90883(W)     ADJUSTED  
 FL1904* NAVD 88     -                                                        
 FL1904  ___________________________________________________________________
 FL1904  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 FL1904  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 FL1904
 FL1904  HORZ ORDER  -  THIRD
 FL1904
 FL1904.The horizontal coordinates were established by classical geodetic methods
 FL1904.and adjusted by the National Geodetic Survey in February 1996..
 FL1904
 FL1904
 FL1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1904
 FL1904.The geoid height was determined by GEOID03.
 FL1904
 FL1904;                    North         East     Units Scale Factor Converg.
 FL1904;SPC TX N     - 1,170,673.355   296,276.047   MT  0.99991291   +0 36 55.0
 FL1904;SPC TX N     - 3,840,784.17    972,032.33   sFT  0.99991291   +0 36 55.0
 FL1904;UTM  14      - 3,933,194.879   369,605.595   MT  0.99980953   -0 50 09.7
 FL1904
 FL1904                          SUPERSEDED SURVEY CONTROL
 FL1904
 FL1904  NAD 83(1993)-  35 32 01.72942(N)    100 26 17.90842(W) AD(       ) 4
 FL1904  NAD 83(1986)-  35 32 01.73390(N)    100 26 17.89750(W) AD(       ) 4
 FL1904  NAD 27      -  35 32 01.56800(N)    100 26 16.43400(W) AD(       ) 3
 FL1904
 FL1904.Superseded values are not recommended for survey control.
 FL1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1904.See file dsdata.txt to determine how the superseded data were derived.
 FL1904
 FL1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6960633195(NAD 83)
 FL1904_MARKER: 90 = CHURCH SPIRE
 FL1904
 FL1904  HISTORY     - Date     Condition        Report By
 FL1904  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1904
 FL1904                          STATION DESCRIPTION
 FL1904
 FL1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1904'METAL TIPPED SPIRE ON METHODIST CHURCH IN NEW MOBEETIE.  SPIRE
 FL1904'IS ON EAST SIDE OF CHURCH AND HAS A GREEN ROOF.  CHURCH, A
 FL1904'WHITE STUCCO BUILDING, IS ON NORTHEAST CORNER OF BLOCK, AND IS
 FL1904'0.25 MILE SOUTH OF THE R.R. STATION.  FINIAL OF SPIRE WAS POINT
 FL1904'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1047 ***********************************************************************
 CT1047  DESIGNATION -  MOBERLEY
 CT1047  PID         -  CT1047
 CT1047  STATE/COUNTY-  TX/SHACKELFORD
 CT1047  USGS QUAD   -  MURPHY CREEK (1987)
 CT1047
 CT1047                         *CURRENT SURVEY CONTROL
 CT1047  ___________________________________________________________________
 CT1047* NAD 83(1993)-  32 47 45.13065(N)    099 11 53.01823(W)     ADJUSTED  
 CT1047* NAVD 88     -       449.3    (meters)    1474.     (feet)  VERTCON   
 CT1047  ___________________________________________________________________
 CT1047  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CT1047  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CT1047
 CT1047  HORZ ORDER  -  FIRST
 CT1047
 CT1047.The horizontal coordinates were established by classical geodetic methods
 CT1047.and adjusted by the National Geodetic Survey in February 1996..
 CT1047
 CT1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1047
 CT1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1047
 CT1047.The geoid height was determined by GEOID03.
 CT1047
 CT1047;                    North         East     Units Scale Factor Converg.
 CT1047;SPC TXNC     - 2,125,434.304   534,622.345   MT  0.99988253   -0 22 50.6
 CT1047;SPC TXNC     - 6,973,195.71  1,754,006.81   sFT  0.99988253   -0 22 50.6
 CT1047;UTM  14      - 3,628,674.762   481,455.499   MT  0.99960424   -0 06 26.2
 CT1047
 CT1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1047!SPC TXNC     -   0.99993405  x   0.99988253  =   0.99981659
 CT1047!UTM  14      -   0.99993405  x   0.99960424  =   0.99953832
 CT1047
 CT1047|---------------------------------------------------------------------|
 CT1047| PID    Reference Object                     Distance      Geod. Az  |
 CT1047|                                                           dddmmss.s |
 CT1047| CX7776 MOBERLEY RM 1                        32.105 METERS 02100     |
 CT1047| CT1042 BRECKENRIDGE TANK                   APPROX.29.1 KM 0974056.4 |
 CT1047| CT1053 MORAN MUNICIPAL TANK                APPROX.27.7 KM 1743536.5 |
 CT1047| CX7775 MOBERLEY AZ MK RESET                               2381438.2 |
 CT1047| CX7777 MOBERLEY RM 2                        28.211 METERS 27846     |
 CT1047| CX7774 MOBERLEY AZ MK                                     3035251.9 |
 CT1047|---------------------------------------------------------------------|
 CT1047
 CT1047                          SUPERSEDED SURVEY CONTROL
 CT1047
 CT1047  NAD 83(1993)-  32 47 45.13598(N)    099 11 53.01005(W) AD(       ) 1
 CT1047  NAD 83(1986)-  32 47 45.13627(N)    099 11 53.00888(W) AD(       ) 1
 CT1047  NAD 27      -  32 47 44.71700(N)    099 11 51.73400(W) AD(       ) 1
 CT1047  NGVD 29 (07/19/86)  449.2    (m)         1474.     (f) VERT ANG       
 CT1047
 CT1047.Superseded values are not recommended for survey control.
 CT1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1047.See file dsdata.txt to determine how the superseded data were derived.
 CT1047
 CT1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB8145528675(NAD 83)
 CT1047_MARKER: DS = TRIANGULATION STATION DISK
 CT1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1047
 CT1047  HISTORY     - Date     Condition        Report By
 CT1047  HISTORY     - 1935     MONUMENTED       CGS
 CT1047  HISTORY     - 1957     GOOD             CGS
 CT1047  HISTORY     - 1961     GOOD             CGS
 CT1047  HISTORY     - 1965     GOOD             USGS
 CT1047
 CT1047                          STATION DESCRIPTION
 CT1047
 CT1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1047'STATION IS LOCATED ON THE PROPERTY OF E.H. AND J.O. DAVIS,
 CT1047'IN SECTION 539, 7.5 MILES NE OF ALBANY, 6 MILES W OF
 CT1047'SHACKELFORD-STEPHENS COUNTY LINE, ON TOP OF FLAT RIDGE.  STATION
 CT1047'IS AT SE END OF RIDGE,25 YARDS N OF TRIANGULAR BLAZED MESQUITE,
 CT1047'0.75 MILE SE OF W.R. FOREMANS HOME, 125 YARDS W OF FENCE LINE.
 CT1047'
 CT1047'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CT1047'BRONZE DISKS SET IN CONCRETE.
 CT1047'
 CT1047'REFERENCE MARK NO. 1 IS N OF STATION.
 CT1047'
 CT1047'REFERENCE MARK NO. 2 IS W OF STATION.
 CT1047'
 CT1047'AZIMUTH MARK IS NW OF STATION, IN SW CORNER OF FIELD, 0.2 MILE
 CT1047'ESE OF MR. FOREMANS HOME, 15 FEET N OF ROAD.  TO REACH FROM
 CT1047'STATION, GO W ALONG BREAK FOR 0.4 MILE TO ROAD.  FOLLOW RIGHT
 CT1047'FORK OF PASTURE ROAD 0.75 MILE TO MARK ON RIGHT IN CORNER OF
 CT1047'FIELD.
 CT1047'
 CT1047'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 80 AND 283, (1 MILE
 CT1047'NE OF ALBANY) GO N ON U.S. HIGHWAY 283, FOR 2.2 MILES TO T-ROAD
 CT1047'AT U.S.G.S. BENCH MARK, THENCE RIGHT (E) FOR 0.2 MILE TO T-ROAD,
 CT1047'THENCE LEFT (N) FOR 5.0 MILES, THENCE RIGHT (E) FOR 0.2 MILE
 CT1047'TO W.R. FOREMANS HOME.  FOLLOW PASTURE ROAD TO RIGHT OF CORRALS
 CT1047'FOR 0.35 MILE TO FORK, THENCE LEFT FOR 0.15 MILE TO GATE.
 CT1047'ENTER GATE FOLLOW RIGHT FORK FOR 0.3 MILE.  FROM THIS POINT
 CT1047'FOLLOW EDGE OF BREAK E FOR 0.4 MILE TO SE END AND STATION.
 CT1047'
 CT1047'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CT1047
 CT1047                          STATION RECOVERY (1957)
 CT1047
 CT1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1047'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1047'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 CT1047
 CT1047                          STATION RECOVERY (1961)
 CT1047
 CT1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1047'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE FOUND AND RECOVERED
 CT1047'AS DESCRIBED.  THE AZIMUTH MARK HAD BEEN DESTROYED AND A NEW ONE
 CT1047'WAS ESTABLISHED TO THE STATION.  THE ORIGINAL DESCRIPTION WAS
 CT1047'FOUND TO BE ADEQUATE TO REACH THE STATION.
 CT1047'
 CT1047'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE DIM
 CT1047'TRACK ROAD SOUTHWESTERLY FOR 0.3 MILE TO A DIM TRACK CROSSROADS,
 CT1047'TURN LEFT, SOUTH, ON TRACK ROAD FOR 0.15 MILE TO TWO OIL
 CT1047'TANKS ON THE RIGHT SIDE OF THE TRACK ROAD AND THE AZIMUTH
 CT1047'MARK ON THE LEFT.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 CT1047'HOLE IN OUTCROPPING BEDROCK, 35.5 FEET NORTHEAST OF THE EAST
 CT1047'ONE OF TWO OIL TANKS, 11.6 FEET NORTHEAST OF THE CENTERLINE
 CT1047'OF THE TRACK ROAD AND 2.7 FEET NORTHWEST OF A METAL WITNESS
 CT1047'POST AND SIGN.  IT IS STAMPED--MOBERLEY 1935 RESET 1961 AND
 CT1047'IT IS SET FLUSH WITH THE GROUND SURFACE.
 CT1047'
 CT1047'NO OBJECT AVAILABLE FOR A PICTURE POINT.
 CT1047
 CT1047                          STATION RECOVERY (1965)
 CT1047
 CT1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT1047'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN TOP OF CONCRETE
 CT1047'CYLINDER, STAMPED ---MOBERLEY 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0306 ***********************************************************************
 BQ0306  DESIGNATION -  MOBLAS 7086 NASA
 BQ0306  PID         -  BQ0306
 BQ0306  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0306  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0306
 BQ0306                         *CURRENT SURVEY CONTROL
 BQ0306  ___________________________________________________________________
 BQ0306* NAD 83(1986)-  30 40 38.     (N)    104 00 58.     (W)     SCALED    
 BQ0306* NAVD 88     -      1983.815  (meters)    6508.57   (feet)  ADJUSTED  
 BQ0306  ___________________________________________________________________
 BQ0306  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0306  DYNAMIC HT  -        1980.436 (meters)    6497.48  (feet)  COMP
 BQ0306  MODELED GRAV-     978,865.9   (mgal)                       NAVD 88
 BQ0306
 BQ0306  VERT ORDER  -  FIRST     CLASS II
 BQ0306
 BQ0306.The horizontal coordinates were scaled from a topographic map and have
 BQ0306.an estimated accuracy of +/- 6 seconds.
 BQ0306
 BQ0306.The orthometric height was determined by differential leveling
 BQ0306.and adjusted by the National Geodetic Survey in June 1991..
 BQ0306
 BQ0306.The geoid height was determined by GEOID03.
 BQ0306
 BQ0306.The dynamic height is computed by dividing the NAVD 88
 BQ0306.geopotential number by the normal gravity value computed on the
 BQ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0306.degrees latitude (g = 980.6199 gals.).
 BQ0306
 BQ0306.The modeled gravity was interpolated from observed gravity values.
 BQ0306
 BQ0306;                    North         East    Units  Estimated Accuracy
 BQ0306;SPC TX C     - 3,117,870.      347,200.      MT  (+/- 180 meters Scaled)
 BQ0306
 BQ0306                          SUPERSEDED SURVEY CONTROL
 BQ0306
 BQ0306  NGVD 29 (??/??/92) 1983.153  (m)         6506.39   (f) ADJ UNCH    1 2
 BQ0306
 BQ0306.Superseded values are not recommended for survey control.
 BQ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0306.See file dsdata.txt to determine how the superseded data were derived.
 BQ0306
 BQ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP942942(NAD 83)
 BQ0306_MARKER: DD = SURVEY DISK
 BQ0306_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BQ0306+WITH SETTING: PAVEMENT
 BQ0306_SP_SET: CONCRETE PAD
 BQ0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0306+STABILITY: POSITION/ELEVATION WELL
 BQ0306
 BQ0306  HISTORY     - Date     Condition        Report By
 BQ0306  HISTORY     - 1979     MONUMENTED       NASA
 BQ0306  HISTORY     - 1980     GOOD             NGS
 BQ0306  HISTORY     - 1988     GOOD             USPSQD
 BQ0306  HISTORY     - 1989     GOOD             USPSQD
 BQ0306  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BQ0306  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BQ0306
 BQ0306                          STATION DESCRIPTION
 BQ0306
 BQ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BQ0306'26.1 KM NW FROM FORT DAVIS.
 BQ0306'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 BQ0306'FORT DAVIS, THENCE 22.3 KM (13.85 MI) WEST-NORTHWEST ALONG STATE
 BQ0306'HIGHWAY 118, THENCE 1.4 KM (0.9 MI) EAST AND SOUTH ALONG STATE SPUR
 BQ0306'78 TO A REVERSE FORK LEFT, THENCH 0.3 KM (0.2 MI) NORTH ALONG A DIRT
 BQ0306'ROAD UPHILL TO THE MOBILE SATELLITE TRACKING STATION SITE ON THE EAST
 BQ0306'SIDE OF TEE ROAD.  A BRASS DISK WITH A CENTER PUNCH HOLE SET NEAR THE
 BQ0306'WEST END OF THE 7.7 METERS (25.3 FT) BY 9.2 METERS (30.2 FT) CONCRETE
 BQ0306'PAD, RESESSED 0.25 METER (0.8 FT) BENEATH A 0.45 METER (1.5 FT)
 BQ0306'DIAMETER STEEL ACCESS COVER, 10.3 METERS (33.8 FT) EAST OF THE CENTER
 BQ0306'OF THE ROAD, 3.8 METERS (12.5 FT) SOUTH OF THE NORTH EDGE OF THE
 BQ0306'CONCRETE PAD AND 2.4 METERS (7.9 FT) EAST OF TEE WEST EDGE OF THE
 BQ0306'CONCRETE PAD.
 BQ0306'THE MARK IS 0.25 M BELOW THE PAD SURFACE.
 BQ0306
 BQ0306                          STATION RECOVERY (1988)
 BQ0306
 BQ0306'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0306'RECOVERED IN GOOD CONDITION.
 BQ0306
 BQ0306                          STATION RECOVERY (1989)
 BQ0306
 BQ0306'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0306'RECOVERED IN GOOD CONDITION.
 BQ0306
 BQ0306                          STATION RECOVERY (1996)
 BQ0306
 BQ0306'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0306'MARK NOT FOUND.
 BQ0306
 BQ0306                          STATION RECOVERY (2003)
 BQ0306
 BQ0306'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0307 ***********************************************************************
 BQ0307  DESIGNATION -  MOBLAS EAST NASA
 BQ0307  PID         -  BQ0307
 BQ0307  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0307  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0307
 BQ0307                         *CURRENT SURVEY CONTROL
 BQ0307  ___________________________________________________________________
 BQ0307* NAD 83(1986)-  30 40 37.     (N)    104 00 59.     (W)     SCALED    
 BQ0307* NAVD 88     -      1984.031  (meters)    6509.27   (feet)  ADJUSTED  
 BQ0307  ___________________________________________________________________
 BQ0307  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0307  DYNAMIC HT  -        1980.650 (meters)    6498.18  (feet)  COMP
 BQ0307  MODELED GRAV-     978,864.9   (mgal)                       NAVD 88
 BQ0307
 BQ0307  VERT ORDER  -  FIRST     CLASS II
 BQ0307
 BQ0307.The horizontal coordinates were scaled from a topographic map and have
 BQ0307.an estimated accuracy of +/- 6 seconds.
 BQ0307
 BQ0307.The orthometric height was determined by differential leveling
 BQ0307.and adjusted by the National Geodetic Survey in June 1991..
 BQ0307
 BQ0307.The geoid height was determined by GEOID03.
 BQ0307
 BQ0307.The dynamic height is computed by dividing the NAVD 88
 BQ0307.geopotential number by the normal gravity value computed on the
 BQ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0307.degrees latitude (g = 980.6199 gals.).
 BQ0307
 BQ0307.The modeled gravity was interpolated from observed gravity values.
 BQ0307
 BQ0307;                    North         East    Units  Estimated Accuracy
 BQ0307;SPC TX C     - 3,117,840.      347,170.      MT  (+/- 180 meters Scaled)
 BQ0307
 BQ0307                          SUPERSEDED SURVEY CONTROL
 BQ0307
 BQ0307  NGVD 29 (??/??/92) 1983.368  (m)         6507.10   (f) ADJ UNCH    1 2
 BQ0307
 BQ0307.Superseded values are not recommended for survey control.
 BQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0307.See file dsdata.txt to determine how the superseded data were derived.
 BQ0307
 BQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP942942(NAD 83)
 BQ0307_MARKER: DD = SURVEY DISK
 BQ0307_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BQ0307+WITH SETTING: PAVEMENT
 BQ0307_SP_SET: CONCRETE PAD
 BQ0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0307+STABILITY: POSITION/ELEVATION WELL
 BQ0307
 BQ0307  HISTORY     - Date     Condition        Report By
 BQ0307  HISTORY     - 1979     MONUMENTED       NASA
 BQ0307  HISTORY     - 1980     GOOD             NGS
 BQ0307  HISTORY     - 1989     GOOD             USPSQD
 BQ0307  HISTORY     - 19961007 GOOD             USPSQD
 BQ0307  HISTORY     - 20030322 GOOD             USPSQD
 BQ0307
 BQ0307                          STATION DESCRIPTION
 BQ0307
 BQ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BQ0307'26.1 KM NW FROM FORT DAVIS.
 BQ0307'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 BQ0307'FORT DAVIS, THENCE 22.3 KM (13.85 MI) WEST-NORTHWEST ALONG STATE
 BQ0307'HIGHWAY 118, THENCE 1.4 KM (0.9 MI) EAST AND SOUTH ALONG STATE SPUR
 BQ0307'78 TO A REVERSE FORK LEFT, THENCE 0.3 KM (0.2 MI) NORTH ALONG A DIRT
 BQ0307'ROAD UPHILL TO THE MOBILE SATELLITE TRACKING STATION SITE ON THE EAST
 BQ0307'SIDE OF THE ROAD, SET IN THE 5.8 METERS (19.0 FT) BY 2.1 METERS (6.9
 BQ0307'FT) CONCRETE PAD WHICH ADJACENT TO AND EAST OF THE LARGER CONCRETE
 BQ0307'PAD, 22.4 METERS (73.5 FT) EAST OF THE CENTER OF THE ROAD, 1.2 METERS
 BQ0307'(3.9 FT) WEST OF TEE EAST EDGE OF THE CONCRETE PAD AND 1.1 METERS
 BQ0307'(3.6 FT) NORTH OF THE SOUTH EDGE OF THE CONCRETE PAD.
 BQ0307'THE MARK IS ABOVE LEVEL WITH THE PAD SURFACE.
 BQ0307
 BQ0307                          STATION RECOVERY (1989)
 BQ0307
 BQ0307'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0307'RECOVERED IN GOOD CONDITION.
 BQ0307
 BQ0307                          STATION RECOVERY (1996)
 BQ0307
 BQ0307'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0307'RECOVERED IN GOOD CONDITION.
 BQ0307
 BQ0307                          STATION RECOVERY (2003)
 BQ0307
 BQ0307'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0844 ***********************************************************************
 BP0844  DESIGNATION -  MOFETA SECTION HOUSE S GABLE
 BP0844  PID         -  BP0844
 BP0844  STATE/COUNTY-  TX/TERRELL
 BP0844  USGS QUAD   -  MOFETA (1969)
 BP0844
 BP0844                         *CURRENT SURVEY CONTROL
 BP0844  ___________________________________________________________________
 BP0844* NAD 83(1993)-  30 03 16.55935(N)    102 13 34.99888(W)     ADJUSTED  
 BP0844* NAVD 88     -                                                        
 BP0844  ___________________________________________________________________
 BP0844  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 BP0844  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 BP0844
 BP0844  HORZ ORDER  -  THIRD
 BP0844
 BP0844.The horizontal coordinates were established by classical geodetic methods
 BP0844.and adjusted by the National Geodetic Survey in February 1996..
 BP0844
 BP0844
 BP0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0844
 BP0844.The geoid height was determined by GEOID03.
 BP0844
 BP0844;                    North         East     Units Scale Factor Converg.
 BP0844;SPC TXSC     - 4,250,472.340   288,925.850   MT  0.99994193   -1 34 50.3
 BP0844;SPC TXSC     -13,945,091.34    947,917.56   sFT  0.99994193   -1 34 50.3
 BP0844;UTM  13      - 3,328,078.711   767,414.270   MT  1.00048236   +1 23 23.7
 BP0844
 BP0844                          SUPERSEDED SURVEY CONTROL
 BP0844
 BP0844  NAD 83(1986)-  30 03 16.52921(N)    102 13 35.03315(W) AD(       ) 4
 BP0844  NAD 27      -  30 03 15.84000(N)    102 13 33.54000(W) AD(       ) 3
 BP0844
 BP0844.Superseded values are not recommended for survey control.
 BP0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0844.See file dsdata.txt to determine how the superseded data were derived.
 BP0844
 BP0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP6741428079(NAD 83)
 BP0844_MARKER: 81 = GABLE
 BP0844
 BP0844  HISTORY     - Date     Condition        Report By
 BP0844  HISTORY     - 1918     FIRST OBSERVED   CGS
 BP0844
 BP0844                          STATION DESCRIPTION
 BP0844
 BP0844'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0877 ***********************************************************************
 BM0877  DESIGNATION -  MOGONYE
 BM0877  PID         -  BM0877
 BM0877  STATE/COUNTY-  TX/BASTROP
 BM0877  USGS QUAD   -  STRUCTURE (1982)
 BM0877
 BM0877                         *CURRENT SURVEY CONTROL
 BM0877  ___________________________________________________________________
 BM0877* NAD 83(1993)-  30 22 35.76815(N)    097 22 18.83039(W)     ADJUSTED  
 BM0877* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 BM0877  ___________________________________________________________________
 BM0877  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BM0877  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0877
 BM0877  HORZ ORDER  -  FIRST
 BM0877
 BM0877.The horizontal coordinates were established by classical geodetic methods
 BM0877.and adjusted by the National Geodetic Survey in February 1996..
 BM0877
 BM0877.The orthometric height was scaled from a topographic map.
 BM0877
 BM0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0877
 BM0877.The geoid height was determined by GEOID03.
 BM0877
 BM0877;                    North         East     Units Scale Factor Converg.
 BM0877;SPC TX C     - 3,082,489.489   984,602.408   MT  0.99994077   +1 31 31.1
 BM0877;SPC TX C     -10,113,134.27  3,230,316.40   sFT  0.99994077   +1 31 31.1
 BM0877;UTM  14      - 3,361,641.296   656,440.807   MT  0.99990193   +0 49 24.5
 BM0877
 BM0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0877!SPC TX C     -   0.99997769  x   0.99994077  =   0.99991846
 BM0877!UTM  14      -   0.99997769  x   0.99990193  =   0.99987963
 BM0877
 BM0877:                Primary Azimuth Mark                     Grid Az
 BM0877:SPC TX C     -  MOGONYE AZ MK                            094 37 46.4
 BM0877:UTM  14      -  MOGONYE AZ MK                            095 19 53.0
 BM0877
 BM0877|---------------------------------------------------------------------|
 BM0877| PID    Reference Object                     Distance      Geod. Az  |
 BM0877|                                                           dddmmss.s |
 BM0877| CV4836 MOGONYE AZ MK                                      0960917.5 |
 BM0877| CV4837 MOGONYE RM 1                         34.753 METERS 16245     |
 BM0877| BM0878 ELGIN MUNICIPAL TANK                APPROX. 2.7 KM 1792721.1 |
 BM0877| CV4838 MOGONYE RM 2                         45.080 METERS 23147     |
 BM0877|---------------------------------------------------------------------|
 BM0877
 BM0877                          SUPERSEDED SURVEY CONTROL
 BM0877
 BM0877  NAD 83(1986)-  30 22 35.78835(N)    097 22 18.81238(W) AD(       ) 1
 BM0877  NAD 27      -  30 22 35.04000(N)    097 22 17.82500(W) AD(       ) 1
 BM0877
 BM0877.Superseded values are not recommended for survey control.
 BM0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0877.See file dsdata.txt to determine how the superseded data were derived.
 BM0877
 BM0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU5644161641(NAD 83)
 BM0877_MARKER: DS = TRIANGULATION STATION DISK
 BM0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0877
 BM0877  HISTORY     - Date     Condition        Report By
 BM0877  HISTORY     - 1935     MONUMENTED       CGS
 BM0877  HISTORY     - 1954     GOOD             USGS
 BM0877
 BM0877                          STATION DESCRIPTION
 BM0877
 BM0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0877'THIS STATION IS ABOUT 1-1/2 MILES N OF ELGIN AND ABOUT 0.15
 BM0877'MILE W OF TEXAS HIGHWAY 95, WHICH PARALLELS THE
 BM0877'MISSOURI-KANSAS-TEXAS RAILROAD ON THE W, ON LAND OWNED BY
 BM0877'MIKE MOGONYE.  IT IS AT THE EDGE OF A CULTIVATED FIELD, 31 FEET
 BM0877'WSW OF THE NW CORNER OF MOGONYES HOUSE, AND 40.5 FEET NW OF THE
 BM0877'SW CORNER OF THE HOUSE.  THE HIGHEST PART OF THE HILL IS IN
 BM0877'THE MIDDLE OF A CULTIVATED FIELD, ABOUT 200 FEET NE OF THE
 BM0877'STATION.  THE STATION MARK IS ABOUT 12 INCHES BELOW THE
 BM0877'SURFACE OF THE GROUND.
 BM0877'
 BM0877'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM0877'BRONZE DISKS SET IN CONCRETE.
 BM0877'
 BM0877'REFERENCE MARK NO. 1 IS SSE OF THE STATION, IN YARD AROUND
 BM0877'HOUSE, 10 FEET W OF EDGE OF CULTIVATED FIELD, 37 FEET N OF
 BM0877'LANE, AND 55.5 FEET SSE OF THE SE CORNER OF HOUSE.  THE MARK
 BM0877'IS FLUSH WITH THE SURFACE.
 BM0877'
 BM0877'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 12 FEET S OF LANE,
 BM0877'AND 3 FEET NE OF NW CORNER OF BARN.  THE MARK IS FLUSH WITH
 BM0877'THE SURFACE.
 BM0877'
 BM0877'AZIMUTH MARK IS E OF THE STATION, AT THE E EDGE OF MOGONYES
 BM0877'PROPERTY, 49 FEET W OF THE CENTER LINE OF THE PAVEMENT OF
 BM0877'TEXAS HIGHWAY 95, 6 FEET W OF THE EDGE OF BANK OF HIGHWAY DITCH,
 BM0877'AND ABOUT 300 FEET N OF THE LANE LEADING W TO MOGONYES HOUSE.
 BM0877'THE MARK PROJECTS 6 INCHES.
 BM0877'
 BM0877'TO REACH THE STATION FROM ELGIN, FROM THE JUNCTION OF TEXAS
 BM0877'HIGHWAYS 20 AND 95 IN THE NW PART OF TOWN, GO N ON TEXAS
 BM0877'HIGHWAY 95 FOR 1.6 MILES TO A LANE TO THE LEFT AT SUMMIT OF
 BM0877'GRADE.  TURN LEFT AND FOLLOW LANE W 0.15 MILE TO STATION AT
 BM0877'MOGONYES HOUSE.
 BM0877'
 BM0877'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 BM0877
 BM0877                          STATION RECOVERY (1954)
 BM0877
 BM0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BM0877'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30097-2, STATION 1006.
 BM0877'RECOVERED BY USGS IN 1954.
 BM0877'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1678 ***********************************************************************
 AB1678  DESIGNATION -  MOGOTES CAMP WINDMILL
 AB1678  PID         -  AB1678
 AB1678  STATE/COUNTY-  TX/WILLACY
 AB1678  USGS QUAD   -  EL JARDIN (1975)
 AB1678
 AB1678                         *CURRENT SURVEY CONTROL
 AB1678  ___________________________________________________________________
 AB1678* NAD 83(1993)-  26 33 12.24377(N)    097 33 01.81018(W)     ADJUSTED  
 AB1678* NAVD 88     -                                                        
 AB1678  ___________________________________________________________________
 AB1678  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AB1678  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AB1678
 AB1678  HORZ ORDER  -  THIRD
 AB1678
 AB1678.The horizontal coordinates were established by classical geodetic methods
 AB1678.and adjusted by the National Geodetic Survey in February 1996..
 AB1678
 AB1678
 AB1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1678
 AB1678.The geoid height was determined by GEOID03.
 AB1678
 AB1678;                    North         East     Units Scale Factor Converg.
 AB1678;SPC TX S     - 5,098,599.336   394,603.693   MT  0.99992511   +0 25 51.9
 AB1678;SPC TX S     -16,727,654.65  1,294,628.95   sFT  0.99992511   +0 25 51.9
 AB1678;UTM  14      - 2,937,788.420   644,385.196   MT  0.99985738   +0 38 53.1
 AB1678
 AB1678                          SUPERSEDED SURVEY CONTROL
 AB1678
 AB1678  NAD 83(1986)-  26 33 12.25569(N)    097 33 01.77542(W) AD(       ) 4
 AB1678  NAD 27      -  26 33 11.01000(N)    097 33 00.83000(W) AD(       ) 3
 AB1678
 AB1678.Superseded values are not recommended for survey control.
 AB1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1678.See file dsdata.txt to determine how the superseded data were derived.
 AB1678
 AB1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4438537788(NAD 83)
 AB1678_MARKER: 66 = WINDMILL
 AB1678
 AB1678  HISTORY     - Date     Condition        Report By
 AB1678  HISTORY     - 1939     FIRST OBSERVED   CGS
 AB1678  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AB1678
 AB1678                          STATION DESCRIPTION
 AB1678
 AB1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1678'STATION RECOVERED IN POOR CONDITION.  NO ORIGINAL DESCRIPTION.
 AB1678'LOCATED ON SAUZ RANCH APPROXIMATELY 3.3 MILES N OF THE SAUZ
 AB1678'RANCH HOUSE.  TO REACH FROM SAUZ RANCH HOUSE, GO NW ON GRADED
 AB1678'ROAD 0.2 MILE TO GATE, PASS THROUGH AND FOLLOW GRADED ROAD 2.55
 AB1678'MILES TO FORK IN GRADED ROAD.  TAKE LEFT FORK 100 FEET, THENCE
 AB1678'RIGHT ON DIM TRACK ROAD 0.25 MILE TO FENCE (LADIANA 1931
 AB1678'ON LEFT).  PASS THROUGH GATE AND CONTINUE ON TRACK ROAD 0.75
 AB1678'MILE TO STATION.
 AB1678'
 AB1678'STATION IS THE MAGOTES CAMP WINDMILL AND IS LOCATED AT THE NE
 AB1678'CORNER OF A CLEARING, 35 FEET E OF A CONCRETE WATER TANK.
 AB1678'
 AB1678'AT THE TIME OF RECOVERY, THE MILL HAD BEEN REMOVED AND ONLY
 AB1678'THE WOOD TOWER REMAINED IN A DETERIORATING CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1361 ***********************************************************************
 AJ1361  DESIGNATION -  MOHAROS
 AJ1361  PID         -  AJ1361
 AJ1361  STATE/COUNTY-  TX/WEBB
 AJ1361  USGS QUAD   -  BIEL LAKE SOUTH (1974)
 AJ1361
 AJ1361                         *CURRENT SURVEY CONTROL
 AJ1361  ___________________________________________________________________
 AJ1361* NAD 83(1993)-  27 48 49.07698(N)    098 57 18.09039(W)     ADJUSTED  
 AJ1361* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 AJ1361  ___________________________________________________________________
 AJ1361  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AJ1361  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AJ1361
 AJ1361  HORZ ORDER  -  THIRD
 AJ1361
 AJ1361.The horizontal coordinates were established by classical geodetic methods
 AJ1361.and adjusted by the National Geodetic Survey in February 1996..
 AJ1361
 AJ1361.The orthometric height was scaled from a topographic map.
 AJ1361
 AJ1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1361
 AJ1361.The geoid height was determined by GEOID03.
 AJ1361
 AJ1361;                    North         East     Units Scale Factor Converg.
 AJ1361;SPC TX S     - 5,237,954.852   255,166.432   MT  0.99999507   -0 12 23.7
 AJ1361;SPC TX S     -17,184,856.88    837,158.54   sFT  0.99999507   -0 12 23.7
 AJ1361;UTM  14      - 3,076,558.578   504,429.630   MT  0.99960024   +0 01 15.5
 AJ1361
 AJ1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1361!SPC TX S     -   0.99997959  x   0.99999507  =   0.99997466
 AJ1361!UTM  14      -   0.99997959  x   0.99960024  =   0.99957984
 AJ1361
 AJ1361:                Primary Azimuth Mark                     Grid Az
 AJ1361:SPC TX S     -  NELSON                                   081 57 18.2
 AJ1361:UTM  14      -  NELSON                                   081 43 39.0
 AJ1361
 AJ1361|---------------------------------------------------------------------|
 AJ1361| PID    Reference Object                     Distance      Geod. Az  |
 AJ1361|                                                           dddmmss.s |
 AJ1361| AJ1360 NELSON                              APPROX.19.1 KM 0814454.5 |
 AJ1361|---------------------------------------------------------------------|
 AJ1361
 AJ1361                          SUPERSEDED SURVEY CONTROL
 AJ1361
 AJ1361  NAD 83(1986)-  27 48 49.07987(N)    098 57 18.06776(W) AD(       ) 3
 AJ1361  NAD 27      -  27 48 47.98460(N)    098 57 16.94028(W) AD(       ) 3
 AJ1361
 AJ1361.Superseded values are not recommended for survey control.
 AJ1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1361.See file dsdata.txt to determine how the superseded data were derived.
 AJ1361
 AJ1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0443076559(NAD 83)
 AJ1361
 AJ1361  HISTORY     - Date     Condition        Report By
 AJ1361  HISTORY     - UNK      MONUMENTED
 AJ1361  HISTORY     - 1973     GOOD             USGS
 AJ1361
 AJ1361                          STATION DESCRIPTION
 AJ1361
 AJ1361'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AJ1361'STATION IS LOCATED 22.0 MI. SOUTHWEST
 AJ1361'ALONG HIGHWAY 59 FROM THE POST OFFICE IN FREER, TEXAS TO A TRACK RD.
 AJ1361'LEADING N. TO A RANCH OWNED BY SAM DESPAIN  SR. 6.0 MI. N.ALONG THIS
 AJ1361'TRACK RD. TO A TRACK RD. LEADING E. 750 FT. E. ALONG THIS RD. AND 60
 AJ1361'FT. N. TO THE STATION.  A FOUR IN. PIPE WITH A BRASS CAP STAMPED
 AJ1361'MOHAROS.
 AJ1361'ON THE E. SLOPE OF A LARGE GENTLY SLOPING HILL.
 AJ1361'
 AJ1361'NOTE - STATION MARK IS SLIGHTLY BENT FROM A LAND CLEARING OPERATION.
 AJ1361'
 AJ1361'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1652 ***********************************************************************
 AE1652  DESIGNATION -  MOLENO
 AE1652  PID         -  AE1652
 AE1652  STATE/COUNTY-  TX/ZAPATA
 AE1652  USGS QUAD   -  ZAPATA (1979)
 AE1652
 AE1652                         *CURRENT SURVEY CONTROL
 AE1652  ___________________________________________________________________
 AE1652* NAD 83(1993)-  26 57 03.45539(N)    099 16 29.08228(W)     ADJUSTED  
 AE1652* NAVD 88     -       157.4    (meters)     516.     (feet)  VERTCON   
 AE1652  ___________________________________________________________________
 AE1652  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 AE1652  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AE1652
 AE1652  HORZ ORDER  -  FIRST
 AE1652
 AE1652.The horizontal coordinates were established by classical geodetic methods
 AE1652.and adjusted by the National Geodetic Survey in February 1996..
 AE1652
 AE1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1652
 AE1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1652
 AE1652.The geoid height was determined by GEOID03.
 AE1652
 AE1652;                    North         East     Units Scale Factor Converg.
 AE1652;SPC TX S     - 5,142,524.796   223,077.981   MT  0.99989517   -0 21 06.3
 AE1652;SPC TX S     -16,871,766.77    731,881.68   sFT  0.99989517   -0 21 06.3
 AE1652;UTM  14      - 2,981,033.246   472,729.239   MT  0.99960918   -0 07 28.3
 AE1652
 AE1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1652!SPC TX S     -   0.99997894  x   0.99989517  =   0.99987411
 AE1652!UTM  14      -   0.99997894  x   0.99960918  =   0.99958813
 AE1652
 AE1652|---------------------------------------------------------------------|
 AE1652| PID    Reference Object                     Distance      Geod. Az  |
 AE1652|                                                           dddmmss.s |
 AE1652| CV2692 MOLENO RM 2                          14.234 METERS 04520     |
 AE1652| CV2690 MOLENO RM                            12.210 METERS 14942     |
 AE1652| CV2691 MOLENO RM 1                          12.212 METERS 14945     |
 AE1652| AE1654 ZAPATA MUN TANK                     APPROX. 4.8 KM 1751956.2 |
 AE1652| AE1655 ZAPATA LAKESHORE RESORT TANK        APPROX. 7.7 KM 1770744.9 |
 AE1652| AE1329 ZAPATA RESET                        APPROX. 8.1 KM 1960023.4 |
 AE1652| AE1656 ZAPATA GULF CORP RADIO MAST         432.358 METERS 3274629.6 |
 AE1652|---------------------------------------------------------------------|
 AE1652
 AE1652                          SUPERSEDED SURVEY CONTROL
 AE1652
 AE1652  NAD 83(1986)-  26 57 03.45079(N)    099 16 29.04382(W) AD(       ) 1
 AE1652  NAD 27      -  26 57 02.32100(N)    099 16 27.91100(W) AD(       ) 1
 AE1652  NGVD 29 (07/19/86)  157.4    (m)          516.     (f) VERT ANG       
 AE1652
 AE1652.Superseded values are not recommended for survey control.
 AE1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1652.See file dsdata.txt to determine how the superseded data were derived.
 AE1652
 AE1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ7272981033(NAD 83)
 AE1652_MARKER: DS = TRIANGULATION STATION DISK
 AE1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1652
 AE1652  HISTORY     - Date     Condition        Report By
 AE1652  HISTORY     - 1917     MONUMENTED       CGS
 AE1652  HISTORY     - 1939     POOR             IBC
 AE1652  HISTORY     - 1958     GOOD             AMS
 AE1652  HISTORY     - 1963     GOOD             SUNOCO
 AE1652  HISTORY     - 1974     GOOD             NGS
 AE1652
 AE1652                          STATION DESCRIPTION
 AE1652
 AE1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1652'STATION IS ABOUT 6 MILES N BY E FROM ZAPATA.
 AE1652'
 AE1652'SURFACE STATION MARK AND REFERENCE MARKS ARE STANDARD BRONZE
 AE1652'DISKS SET IN BLOCKS OF CONCRETE.
 AE1652'
 AE1652'UNDERGROUND MARK IS A NAIL IN BLOCK OF CONCRETE.
 AE1652'
 AE1652'REFERENCE MARK IS 12.21 METERS (40.1 FEET) FROM THE STATION,
 AE1652'S 30 DEG 18 MIN E.
 AE1652'
 AE1652'THE STATION IS BEST REACHED BY TAKING THE MILITARY ROAD E
 AE1652'FROM ZAPATA FOR ABOUT 1 MILE TO A FORK OF THE ROAD.  HERE
 AE1652'TAKE THE LEFT ROAD LEADING NE FOR ABOUT 3 MILES TO TWO GATES,
 AE1652'TAKE THE ROAD TO THE LEFT THROUGH A LANE FOR 2.4 MILES TO AN
 AE1652'OLD DESERTED RANCH AND FIELD, FOLLOW THE FENCE LINE LEADING ABOUT
 AE1652'NE TO THE TOP OF A FLAT HILL WITH LARGE MESQUITE TREES.  THE
 AE1652'STATION IS IN AN OPEN SPOT ON THE HIGHEST PART OF THE HILL
 AE1652'100 METERS (328 FEET) W OF THE FENCE.
 AE1652'
 AE1652'ELEVATION OF STATION, 156.2 METERS (512 FEET).
 AE1652
 AE1652                          STATION RECOVERY (1939)
 AE1652
 AE1652'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939
 AE1652'WE FOUND SURFACE MARKS AS DESCRIBED, BUT NOTICED SIGNS
 AE1652'OF DISINTEGRATION OF THE CONCRETE OF THE SURFACE MARKS,
 AE1652'APPARENTLY DUE TO THE FACE THAT THE MARKS WERE MADE WITH NEAT
 AE1652'CEMENT AND GRAVEL WITHOUT USING ANY SAND IN THE CONCRETE.
 AE1652'THE CEMENT WAS CHECKING BADLY, AND THE SURFACE MARKS APPEARED
 AE1652'TO BE IN DANGER OF DESTRUCTION BY SPALLING.
 AE1652
 AE1652                          STATION RECOVERY (1958)
 AE1652
 AE1652'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AE1652'THE STATION IS LOCATED ON THE HIGHEST POINT OF RIDGE JUST
 AE1652'SOUTH OF ZAPATA AIR FORCE STATION, 3.1 AIRLINE MILES NORTH OF
 AE1652'ZAPATA, TEXAS, AND 35 FEET SOUTH OF STEEL FENCE.
 AE1652'
 AE1652'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE AND
 AE1652'IS STAMPED MOLENO 1917.
 AE1652'
 AE1652'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 AE1652'AND IS STAMPED MOLENO 1917.
 AE1652'
 AE1652'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND FARM
 AE1652'ROAD 496 IN ZAPATA.  GO NORTH WEST ON U.S. HIGHWAY 83 FOR 2.3
 AE1652'MILES TO A ASPHALT ROAD RIGHT NORTHEAST AND SIGN ZAPATA AIR
 AE1652'FORCE STATION, TURN RIGHT ON WINDING ASPHALT ROAD FOR 1.70
 AE1652'MILES TO ENTRANCE GATE TO AIR FORCE STATION.  AT THIS POINT
 AE1652'FOLLOW AROUND THE SOUTH SIDE OF FENCE FOR 0.20 MILES TO THE
 AE1652'HIGHEST POINT OF HILL AND STATION SITE.
 AE1652
 AE1652                          STATION RECOVERY (1963)
 AE1652
 AE1652'RECOVERY NOTE BY SUN OIL COMPANY 1963 (RRH)
 AE1652'STATION MARK FOUND IN GOOD CONDITION, PROTRUDES ABOUT 0.4
 AE1652'FOOT ABOVE GROUND.  R.M. FOUND IN GOOD CONDITION, FLUSH WITH
 AE1652'GROUND.  ZAPATA WATER TOWER BEARS S 4 DEG 19 MIN 10 SEC E.
 AE1652'
 AE1652'THERE IS A 6-FOOT CYCLONE FENCE AROUND THE ABANDONED RADAR
 AE1652'FILTER STATION THAT BEARS N 35 FEET TO THE FENCE AND THENCE
 AE1652'W 152 FEET TO THE SW CORNER.  A NEW TO REACH FOLLOWS--
 AE1652'
 AE1652'TO REACH THE STATION SITE FROM THE TOWN OF ZAPATA AT THE
 AE1652'INTERSECTION OF U.S. HWY 83 AND FARM ROAD 496, PROCEED NORTHWESTERLY
 AE1652'ALONG U.S. 83 FOR 2.5 MILES TO A PAVED ROAD AND CATTLE GUARD IN
 AE1652'THE NORTHWEST ROW FENCE.  TURN RIGHT (NORTHEASTERLY) AND GO THRU
 AE1652'THE CATTLE GUARD AND FOLLOW THE WINDING PAVED ROAD GENERALLY IN
 AE1652'A NORTHEAST DIRECTION, AT 1.25 MILES CROSS OVER A CATTLE GUARD
 AE1652'IN THE PAVED ROAD.  AND AT 1.65 MILES ARRIVE AT A DOZED
 AE1652'SEISMOGRAPH ROAD FROM THE RIGHT (EAST).  TURN RIGHT (EASTERLY)
 AE1652'AND FOLLOW THE DIRT SEISMO ROAD AND AT 0.35 MILES PASS UNDER
 AE1652'A POWER AND TELEPHONE LINE.  AT 0.4 MILES TURN LEFT
 AE1652'(NORTHERLY) ON ANOTHER DOZED SEISMO. LINE AND WHILE FOLLOWING
 AE1652'THE DOZED LINE JOG LEFT TO A FENCE (BOUNDARY OF ZAPATA
 AE1652'HEIGHTS SETTLEMENT ON THE SOUTH SIDE OF THE RADAR STATION).
 AE1652'CONTINUE ALONG THE FENCE (NORTHERLY) AT 0.5 MILES TURN LEFT
 AE1652'AROUND THE BOUNDARY FENCE CORNER AND CONTINUE WITH THE
 AE1652'FENCE.  AT 0.6 MILES BEAR AWAY FROM THE FENCE AND FOLLOW A
 AE1652'RANCH ROAD TO 0.7 MILES WHEN YOU ARRIVE AT THE STATION
 AE1652'SITE.  STATION WILL BE ON THE LEFT 110 FT.
 AE1652
 AE1652                          STATION RECOVERY (1974)
 AE1652
 AE1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1652'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED.  THE
 AE1652'DISTANCE AND DIRECTION TO THE REFERENCE MARK CHECKED THE OLD
 AE1652'DATA.  A REFERENCE MARK 2 WAS ESTABLISHED.  FOLLOWING IS A
 AE1652'NEW DESCRIPTION.
 AE1652'
 AE1652'THE STATION IS ABOUT 9-1/2 MILES WEST AND 3-1/2 MILES SOUTH OF
 AE1652'BUSTAMANTE, 3 MILES NORTH OF ZAPATA, JUST SOUTH OF AN ABANDONED
 AE1652'AIR FORCE INSTALLATION AND ON PROPERTY OWNED BY ED GARCIA
 AE1652'OF ZAPATA, PHONE NUMBER 765-4259.
 AE1652'
 AE1652'TO REACH THE STATION FROM THE POST OFFICE IN ZAPATA, GO NORTHWEST
 AE1652'ON U.S. HIGHWAY 83 FOR 3.05 MILES TO A PAVE SIDE ROAD RIGHT
 AE1652'AND A SIGN LAS PALMAS 2.  TURN RIGHT AND GO NORTHEAST ON PAVED
 AE1652'ROAD FOR 1.85 MILES TO AN OLD GUARD SHACK AND A SIDE ROAD LEFT.
 AE1652'TURN LEFT AND GO NORTH AND EAST ON DIRT ROAD FOR 0.2 MILE TO
 AE1652'A RADIO MAST ON THE RIGHT.  CONTINUE EAST ON DIRT ROAD FOR
 AE1652'0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 AE1652'DIRT ROAD, UNDER A POWER LINE FOR 0.1 MILE TO A FORK.  BEAR
 AE1652'RIGHT AND GO SOUTHWEST AND WEST ON DIRT ROAD FOR 0.3 MILE TO
 AE1652'THE STATION ON THE RIGHT.
 AE1652'
 AE1652'STATION MARK IS A STANDARD DISK, STAMPED MOLENO 1917, SET IN
 AE1652'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS 10
 AE1652'INCHES BELOW THE GROUND SURFACE.  IT IS 35.0 FEET SOUTH OF A
 AE1652'CYCLONE FENCE, 111.4 FEET NORTH OF THE CENTER OF A TRACK ROAD
 AE1652'AND 8.7 FEET EAST OF A WITNESS POST.  THE UNDERGROUND MARK
 AE1652'IS A NAIL SET IN A CONCRETE BLOCK ABOUT 32 INCHES BELOW THE
 AE1652'GROUND SURFACE.
 AE1652'
 AE1652'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOLENO 1917,
 AE1652'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 AE1652'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 69.8 FEET SOUTH
 AE1652'OF THE CYCLONE FENCE, 81.0 FEET NORTH OF THE CENTER OF THE
 AE1652'TRACK ROAD, 44.0 FEET SOUTHEAST OF THE WITNESS POST AND ABOUT
 AE1652'THE SAME ELEVATION AS THE STATION.
 AE1652'
 AE1652'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOLENO 1917 NO
 AE1652'2 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1652'MONUMENT, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 149.0
 AE1652'FEET NORTH OF THE CENTER OF THE TRACK ROAD, 54.0 FEET NORTHEAST
 AE1652'OF THE WITNESS POST, 1.2 FEET SOUTH OF THE CYCLONE FENCE AND
 AE1652'ABOUT THE SAME ELEVATION AS THE STATION.
 AE1652'
 AE1652'HEIGHT OF LIGHT ABOVE STATION MARK 15.9 FEET.
 AE1652'
 AE1652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH
 AE1652'OF ZAPATA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2614 ***********************************************************************
 BY2614  DESIGNATION -  MOLLY
 BY2614  PID         -  BY2614
 BY2614  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2614  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY2614
 BY2614                         *CURRENT SURVEY CONTROL
 BY2614  ___________________________________________________________________
 BY2614* NAD 83(1993)-  31 33 59.49888(N)    094 04 27.17998(W)     ADJUSTED  
 BY2614* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 BY2614  ___________________________________________________________________
 BY2614  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BY2614  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY2614
 BY2614  HORZ ORDER  -  FIRST
 BY2614
 BY2614.The horizontal coordinates were established by classical geodetic methods
 BY2614.and adjusted by the National Geodetic Survey in February 1996..
 BY2614
 BY2614.The orthometric height was scaled from a topographic map.
 BY2614
 BY2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2614
 BY2614.The geoid height was determined by GEOID03.
 BY2614
 BY2614;                    North         East     Units Scale Factor Converg.
 BY2614;SPC TX C     - 3,227,324.903 1,293,854.264   MT  0.99993024   +3 13 25.7
 BY2614;SPC TX C     -10,588,315.12  4,244,920.20   sFT  0.99993024   +3 13 25.7
 BY2614;UTM  15      - 3,492,890.477   398,057.325   MT  0.99972817   -0 33 44.6
 BY2614
 BY2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2614!SPC TX C     -   0.99997612  x   0.99993024  =   0.99990636
 BY2614!UTM  15      -   0.99997612  x   0.99972817  =   0.99970429
 BY2614
 BY2614|---------------------------------------------------------------------|
 BY2614| PID    Reference Object                     Distance      Geod. Az  |
 BY2614|                                                           dddmmss.s |
 BY2614| CV8866 MOLLY RM 1                                         00240     |
 BY2614| CV8867 MOLLY RM 2                           49.941 METERS 08858     |
 BY2614| BY2615 SAN AUGUSTINE REA RAD KRYB MST      APPROX. 4.5 KM 1881116.6 |
 BY2614| CV8865 MOLLY AZ MK                                        1991722.2 |
 BY2614| CV8868 MOLLY RM 3                           34.461 METERS 35130     |
 BY2614|---------------------------------------------------------------------|
 BY2614
 BY2614                          SUPERSEDED SURVEY CONTROL
 BY2614
 BY2614  NAD 83(1986)-  31 33 59.50750(N)    094 04 27.17383(W) AD(       ) 1
 BY2614  NAD 27      -  31 33 58.86600(N)    094 04 26.47000(W) AD(       ) 1
 BY2614
 BY2614.Superseded values are not recommended for survey control.
 BY2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2614.See file dsdata.txt to determine how the superseded data were derived.
 BY2614
 BY2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ9805792890(NAD 83)
 BY2614_MARKER: DS = TRIANGULATION STATION DISK
 BY2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2614
 BY2614  HISTORY     - Date     Condition        Report By
 BY2614  HISTORY     - 1931     MONUMENTED       CGS
 BY2614  HISTORY     - 1934     GOOD             CGS
 BY2614  HISTORY     - 1941     GOOD             USFS
 BY2614  HISTORY     - 1949     GOOD             CGS
 BY2614
 BY2614                          STATION DESCRIPTION
 BY2614
 BY2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BY2614'ABOUT 4 MILES, AIR LINE, NE OF SAN AUGUSTINE, IN A PLOWED
 BY2614'FIELD BELONGING TO MRS. MOLLY MACKECHNEY ABOUT 6 METERS (20
 BY2614'FEET) N OF CORNER OF WIRE FENCE, ABOUT 55 METERS (180 FEET)
 BY2614'W OF DIM ROAD LEADING N ON E SIDE OF MACKECHNEY LAND, AND
 BY2614'ABOUT 75 METERS (246 FEET) N AND W OF OWNERS HOUSE.
 BY2614'
 BY2614'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY2614'DISKS SET IN CONCRETE.
 BY2614'UPPER MARK PLACED 1 FOOT BELOW SURFACE TO AVOID DAMAGE BY PLOW.
 BY2614'
 BY2614'REFERENCE MARK NO. 1 IS IN N EDGE OF COTTON FIELD IN E-W FENCE
 BY2614'LINE, ABOUT 60 METERS (197 FEET) W OF NE CORNER OF FIELD,
 BY2614'AND ABOUT 400 METERS (1,312 FEET) FROM STATION
 BY2614'N 87 DEG 20 MIN E.
 BY2614'
 BY2614'REFERENCE MARK NO. 2 IS 4 METERS (13 FEET) W OF CENTER LINE
 BY2614'OF ROAD, AT CORNER OF WIRE FENCE, AND 49.96 METERS (163.9
 BY2614'FEET) FROM STATION. LATER IN 1931
 BY2614'REPORTED THAT STATION MARKS HAD BEEN REMOVED, BUT THAT REFERENCE
 BY2614'MARKS WERE STILL INTACT.
 BY2614
 BY2614                          STATION RECOVERY (1934)
 BY2614
 BY2614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WSD)
 BY2614'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 BY2614
 BY2614                          STATION RECOVERY (1941)
 BY2614
 BY2614'RECOVERY NOTE BY US FOREST SERVICE 1941
 BY2614'THIS STATION WAS FOUND TO BE IN POSITION AND DISTANCE AND
 BY2614'AZIMUTH TO REFERENCE MARKS WAS CHECKED.  IF RE-SET, IT WAS
 BY2614'DONE PROPERLY.
 BY2614
 BY2614                          STATION RECOVERY (1949)
 BY2614
 BY2614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2614'THE STATION AND REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED
 BY2614'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 COULD
 BY2614'NOT BE RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED.  A
 BY2614'NEW REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED.
 BY2614'
 BY2614'A COMPLETE DESCRIPTION FOLLOWS.
 BY2614'
 BY2614'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL ABOUT 4.0
 BY2614'MILES NORTHEAST OF SAN AUGUSTINE.  IT IS 246 FEET NORTH OF
 BY2614'A FARM HOUSE, 180 FEET WEST OF THE CENTER OF A DIM ROAD, 5.0
 BY2614'FEET EAST OF A WIRE FENCE, AND 5.0 FEET EAST OF A WITNESS POST.
 BY2614'IT IS ABOUT 1.0 FOOT BELOW THE SURFACE OF THE GROUND AND IS
 BY2614'STAMPED MOLLY 1931.
 BY2614'
 BY2614'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL AND IS
 BY2614'ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 16.0
 BY2614'FEET WEST OF THE CENTER OF A DIM ROAD AND 5.0 FEET WEST OF
 BY2614'A WIRE FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED MOLLY 1931.
 BY2614'
 BY2614'REFERENCE MARK NO. 3 IS ABOUT THE SAME ELEVATION AS THE STATION
 BY2614'AND IS DIRECTLY UNDER A WIRE FENCE.  IT IS 185 FEET WEST OF THE
 BY2614'CENTER OF A DIM ROAD AND PROJECTS 5 INCHES.  IT IS STAMPED
 BY2614'MOLLY NO 3 1949.
 BY2614'
 BY2614'AZIMUTH MARK IS 0.55 MILE SOUTH-SOUTHWEST OF THE STATION, 0.05
 BY2614'MILE WEST OF A CURVE IN THE ROAD, 13 FEET SOUTH OF THE CENTER
 BY2614'OF A SAND ROAD, 3 FEET EAST OF A WITNESS POST, AND 1.0 FOOT
 BY2614'NORTH OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED MOLLY
 BY2614'1949.
 BY2614'
 BY2614'TO REACH THE STATION FROM THE COURTHOUSE IN SAN AUGUSTINE, GO
 BY2614'EAST ON STATE HIGHWAY NO. 21 FOR 0.6 MILE TO ITS JUNCTION WITH
 BY2614'U.S. HIGHWAY NO. 96, TURN LEFT AND GO NORTH ON U.S. HIGHWAY
 BY2614'96 FOR 2.15 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO EAST
 BY2614'FOR 1.0 MILE.  AZIMUTH MARK IS ON THE RIGHT AS DESCRIBED,
 BY2614'CONTINUE EAST FOR 0.05 MILE, TURN LEFT AND GO NORTH FOR 0.1
 BY2614'MILE, TURN RIGHT AND GO EAST FOR 0.15 MILE TO A T-ROAD LEFT,
 BY2614'TURN LEFT AND GO NORTH FOR 0.3 MILE TO A FARM HOUSE ON THE
 BY2614'LEFT AND THE ROAD CURVES TO THE RIGHT, CONTINUE NORTH ON A DIM
 BY2614'TRACK ROAD FOR 0.05 MILE TO REFERENCE MARK NO. 2 ON THE LEFT
 BY2614'AND THE STATION 180 FEET WEST AS DESCRIBED.
 BY2614'
 BY2614'AN 87 FOOT SIGNAL AT BANNISTER 1931 IS VISIBLE AT 37 FEET.
 BY2614'
 BY2614'AN 87 FOOT SIGNAL AT BROWNING IS VISIBLE AT 37 FEET.
 BY2614'
 BY2614'A 74 FOOT SIGNAL AT SABINE IS VISIBLE AT 10 FEET.
 BY2614'
 BY2614'A 100 FOOT SIGNAL AT NEUVILLE 1919 1931 IS VISIBLE AT 10 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0660 ***********************************************************************
 CE0660  DESIGNATION -  MON 44
 CE0660  PID         -  CE0660
 CE0660  STATE/COUNTY-  TX/EL PASO
 CE0660  USGS QUAD   -  CANUTILLO (1995)
 CE0660
 CE0660                         *CURRENT SURVEY CONTROL
 CE0660  ___________________________________________________________________
 CE0660* NAD 83(1993)-  31 55 02.22486(N)    106 36 56.50915(W)     ADJUSTED  
 CE0660* NAVD 88     -      1147.4    (meters)    3764.     (feet)  VERTCON   
 CE0660  ___________________________________________________________________
 CE0660  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 CE0660  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CE0660
 CE0660  HORZ ORDER  -  SECOND
 CE0660
 CE0660.The horizontal coordinates were established by classical geodetic methods
 CE0660.and adjusted by the National Geodetic Survey in February 1996..
 CE0660.No horizontal observational check was made to the station.
 CE0660
 CE0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0660
 CE0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0660
 CE0660.The geoid height was determined by GEOID03.
 CE0660
 CE0660;                    North         East     Units Scale Factor Converg.
 CE0660;SPC TX C     - 3,266,278.703   106,137.678   MT  1.00000930   -3 14 08.8
 CE0660;SPC TX C     -10,716,116.04    348,220.03   sFT  1.00000930   -3 14 08.8
 CE0660;UTM  13      - 3,532,406.281   347,242.941   MT  0.99988779   -0 51 15.8
 CE0660
 CE0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0660!SPC TX C     -   0.99982364  x   1.00000930  =   0.99983293
 CE0660!UTM  13      -   0.99982364  x   0.99988779  =   0.99971145
 CE0660
 CE0660                          SUPERSEDED SURVEY CONTROL
 CE0660
 CE0660  NAD 83(1993)-  31 55 02.22497(N)    106 36 56.50881(W) AD(       ) 2
 CE0660  NAD 83(1986)-  31 55 02.22983(N)    106 36 56.50831(W) AD(       ) 2
 CE0660  NAD 27      -  31 55 01.86335(N)    106 36 54.54079(W) AD(       ) 2
 CE0660  NGVD 29 (07/19/86) 1146.9    (m)         3763.     (f) VERT ANG       
 CE0660
 CE0660.Superseded values are not recommended for survey control.
 CE0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0660.See file dsdata.txt to determine how the superseded data were derived.
 CE0660
 CE0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR4724332406(NAD 83)
 CE0660_MARKER: DU = BOUNDARY MARKER
 CE0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0660_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0660+STABILITY: SURFACE MOTION
 CE0660
 CE0660  HISTORY     - Date     Condition        Report By
 CE0660  HISTORY     - 1981     MONUMENTED       USSC
 CE0660  HISTORY     - 20050402 POOR             GEOCAC
 CE0660
 CE0660                          STATION DESCRIPTION
 CE0660
 CE0660'DESCRIBED BY US SUPREME COURT 1981 (DCF)
 CE0660'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI) NORTHWEST OF
 CE0660'THE CENTER OF EL PASO AND 2.4 KM (1-1/2 MI) WEST OF
 CE0660'CANUTILLO.
 CE0660'OWNERSHIP--MRS. VIRGINIA GILLETTE, P.O. BOX 340, CANUTILLO,
 CE0660'TX 79835.
 CE0660'
 CE0660'TO REACH THE STATION FROM THE INTERSECTION OF LOOP 375 AND
 CE0660'DONIPHAN DRIVE (TEXAS HIGHWAY 20), GO NORTH ON DONIPHAN DRIVE
 CE0660'FOR 0.7 KM (0.45 MI) TO THE INTERSECTION OF DONIPHAN DRIVE
 CE0660'AND FARM ROAD 259.  TURN LEFT ON FARM ROAD 259 AND GO WEST
 CE0660'FOR 1.2 KM (0.75 MI) TO A DRAINAGE DITCH AND SERVICE ROAD
 CE0660'RUNNING ALONG THE WEST SIDE OF THE DRAINAGE DITCH, TURN
 CE0660'RIGHT ON SERVICE ROAD GO NORTH FOR 0.3 KM (0.20 MI) TO
 CE0660'STATION.  STATION IS LOCATED IN MIDDLE OF COTTON FIELD.
 CE0660'
 CE0660'THE STATION IS A STANDARD USSC DISK
 CE0660'STAMPED---NUMBER 44 ELEV. 3767 1923---,
 CE0660'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 CE0660'PROJECTING 62 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0660'76.2 METERS WEST FROM CENTER OF THE SERVICE ROAD.
 CE0660'
 CE0660'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.7 METER.
 CE0660
 CE0660                          STATION RECOVERY (2005)
 CE0660
 CE0660'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 CE0660'THE MONUMENT IS LOOSE AND LEANING TO THE SOUTH AND EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0687 ***********************************************************************
 CE0687  DESIGNATION -  MON 97
 CE0687  PID         -  CE0687
 CE0687  STATE/COUNTY-  TX/EL PASO
 CE0687  USGS QUAD   -  SMELTERTOWN (1994)
 CE0687
 CE0687                         *CURRENT SURVEY CONTROL
 CE0687  ___________________________________________________________________
 CE0687* NAD 83(1993)-  31 48 37.58879(N)    106 33 29.51363(W)     ADJUSTED  
 CE0687* NAVD 88     -      1138.72   (+/-2cm)    3736.0    (feet)  VERTCON   
 CE0687  ___________________________________________________________________
 CE0687  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CE0687  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0687
 CE0687  HORZ ORDER  -  SECOND
 CE0687  VERT ORDER  -  THIRD ? (See Below)
 CE0687
 CE0687.The horizontal coordinates were established by classical geodetic methods
 CE0687.and adjusted by the National Geodetic Survey in February 1996..
 CE0687
 CE0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0687.The vertical order pertains to the NGVD 29 superseded value.
 CE0687
 CE0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0687
 CE0687.The geoid height was determined by GEOID03.
 CE0687
 CE0687;                    North         East     Units Scale Factor Converg.
 CE0687;SPC TX C     - 3,254,144.487   110,904.644   MT  0.99998123   -3 12 22.2
 CE0687;SPC TX C     -10,676,305.70    363,859.65   sFT  0.99998123   -3 12 22.2
 CE0687;UTM  13      - 3,520,482.167   352,509.713   MT  0.99986829   -0 49 17.4
 CE0687
 CE0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0687!SPC TX C     -   0.99982499  x   0.99998123  =   0.99980622
 CE0687!UTM  13      -   0.99982499  x   0.99986829  =   0.99969330
 CE0687
 CE0687|---------------------------------------------------------------------|
 CE0687| PID    Reference Object                     Distance      Geod. Az  |
 CE0687|                                                           dddmmss.s |
 CE0687| CE0223 Y 28                                235.612 METERS 00918     |
 CE0687| CE0686 FRONTERA 8                          204.439 METERS 01836     |
 CE0687|---------------------------------------------------------------------|
 CE0687
 CE0687                          SUPERSEDED SURVEY CONTROL
 CE0687
 CE0687  NAD 83(1993)-  31 48 37.58930(N)    106 33 29.51334(W) AD(       ) 2
 CE0687  NAD 83(1986)-  31 48 37.59245(N)    106 33 29.51320(W) AD(       ) 2
 CE0687  NAD 27      -  31 48 37.21218(N)    106 33 27.55605(W) AD(       ) 2
 CE0687  NGVD 29 (07/19/86) 1138.23   (m)         3734.3    (f) LEVELING    3  
 CE0687
 CE0687.Superseded values are not recommended for survey control.
 CE0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0687.See file dsdata.txt to determine how the superseded data were derived.
 CE0687
 CE0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5251020482(NAD 83)
 CE0687_MARKER: DU = BOUNDARY MARKER
 CE0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0687+STABILITY: SURFACE MOTION
 CE0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0687+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 CE0687
 CE0687  HISTORY     - Date     Condition        Report By
 CE0687  HISTORY     - 1981     MONUMENTED       USSC
 CE0687  HISTORY     - 19951226 GOOD             USPSQD
 CE0687  HISTORY     - 20030622 GOOD             NGS
 CE0687
 CE0687                          STATION DESCRIPTION
 CE0687
 CE0687'DESCRIBED BY US SUPREME COURT 1981 (DCF)
 CE0687'THE STATION IS LOCATED ABOUT 15.3 KM (9-1/2 MI) WEST OF
 CE0687'THE INTERNATIONAL AIRPORT, 8.8 KM (5-1/2 MI) NORTHWEST OF
 CE0687'DOWNTOWN EL PASO, 3.2 KM (2 MI) NORTH OF THE MEXICO
 CE0687'BOUNDARY LINE AND ON THE TEXAS-NEW MEXICO STATE LINE.
 CE0687'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0687'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0687'915-543-4200.
 CE0687'
 CE0687'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CE0687'10 AND SUNLAND PARK DRIVE ON THE NORTHWEST SIDE OF EL PASO,
 CE0687'GO SOUTHWESTERLY ON SUNLAND PARK DRIVE FOR 0.7 KM (0.5 MI)
 CE0687'TO A 4-WAY STOP AT U.S. HIGHWAY 80 (DONIPHAN DRIVE).  CONTINUE
 CE0687'AHEAD ON SUNLAND PARK DRIVE FOR 0.3 KM (0.2 MI) TO A
 CE0687'SIDE ROAD LEFT (EMORY ROAD).  TURN LEFT AND GO SOUTHEAST
 CE0687'ON EMORY ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON THE
 CE0687'RIGHT.
 CE0687'
 CE0687'THE STATION IS A STANDARD USSC DISK
 CE0687'STAMPED---97 ELEV 3735 FT 3692.90---,
 CE0687'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 CE0687'PROJECTING 40 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0687'7.0 METERS (23 FT) SOUTHWEST FROM THE CENTER OF THE DIRT ROAD,
 CE0687'0.7 METER (2.1 FT) EAST FROM A FENCE CORNER, AND
 CE0687'0.7 METER (2.3 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CE0687'
 CE0687'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 CE0687
 CE0687                          STATION RECOVERY (1995)
 CE0687
 CE0687'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0687'RECOVERED IN GOOD CONDITION.
 CE0687
 CE0687                          STATION RECOVERY (2003)
 CE0687
 CE0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0418 ***********************************************************************
 CT0418  DESIGNATION -  MON A CLYDE
 CT0418  PID         -  CT0418
 CT0418  STATE/COUNTY-  TX/CALLAHAN
 CT0418  USGS QUAD   -  BAIRD (1966)
 CT0418
 CT0418                         *CURRENT SURVEY CONTROL
 CT0418  ___________________________________________________________________
 CT0418* NAD 83(1986)-  32 23 11.     (N)    099 27 36.     (W)     SCALED    
 CT0418* NAVD 88     -       597.418  (meters)    1960.03   (feet)  ADJUSTED  
 CT0418  ___________________________________________________________________
 CT0418  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CT0418  DYNAMIC HT  -         596.636 (meters)    1957.46  (feet)  COMP
 CT0418  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 CT0418
 CT0418  VERT ORDER  -  FIRST     CLASS II
 CT0418
 CT0418.The horizontal coordinates were scaled from a topographic map and have
 CT0418.an estimated accuracy of +/- 6 seconds.
 CT0418
 CT0418.The orthometric height was determined by differential leveling
 CT0418.and adjusted by the National Geodetic Survey in June 1991..
 CT0418
 CT0418.The geoid height was determined by GEOID03.
 CT0418
 CT0418.The dynamic height is computed by dividing the NAVD 88
 CT0418.geopotential number by the normal gravity value computed on the
 CT0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0418.degrees latitude (g = 980.6199 gals.).
 CT0418
 CT0418.The modeled gravity was interpolated from observed gravity values.
 CT0418
 CT0418;                    North         East    Units  Estimated Accuracy
 CT0418;SPC TXNC     - 2,080,220.      509,680.      MT  (+/- 180 meters Scaled)
 CT0418
 CT0418                          SUPERSEDED SURVEY CONTROL
 CT0418
 CT0418  NGVD 29 (??/??/92)  597.241  (m)         1959.45   (f) ADJ UNCH    1 2
 CT0418
 CT0418.Superseded values are not recommended for survey control.
 CT0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0418.See file dsdata.txt to determine how the superseded data were derived.
 CT0418
 CT0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA567833(NAD 83)
 CT0418_MARKER: DD = SURVEY DISK
 CT0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0418_STAMPING: MON. A CLYDE 1959
 CT0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0418+STABILITY: SURFACE MOTION
 CT0418
 CT0418  HISTORY     - Date     Condition        Report By
 CT0418  HISTORY     - 1959     MONUMENTED       DOD
 CT0418  HISTORY     - 1961     GOOD             NGS
 CT0418  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0418
 CT0418                          STATION DESCRIPTION
 CT0418
 CT0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0418'4.9 MI SE FROM CLYDE.
 CT0418'0.05 MILES EAST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT
 CT0418'CLYDE, THENCE 0.4 MILES NORTH ALONG OAK STREET, THENCE 2.25 MILES EAST
 CT0418'ALONG U.S. HIGHWAY 80, THENCE 1.45 MILES SOUTH ALONG A DIRT ROAD,
 CT0418'THENCE 0.3 MILES WEST ALONG FARM ROAD 18, 43 FEET NORTH OF THE CENTER
 CT0418'OF THE HIGHWAY, 12 FEET NORTH OF A FENCE, 2.4 FEET SOUTHEAST OF A
 CT0418'WOODEN WITNESS POST, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2
 CT0418'INCHES ABOVE THE GROUND.
 CT0418
 CT0418                          STATION RECOVERY (2001)
 CT0418
 CT0418'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0594 ***********************************************************************
 CT0594  DESIGNATION -  MON A DENTON
 CT0594  PID         -  CT0594
 CT0594  STATE/COUNTY-  TX/CALLAHAN
 CT0594  USGS QUAD   -  EULA (1984)
 CT0594
 CT0594                         *CURRENT SURVEY CONTROL
 CT0594  ___________________________________________________________________
 CT0594* NAD 83(1993)-  32 16 28.00805(N)    099 32 08.89043(W)     ADJUSTED  
 CT0594* NAVD 88     -       610.658  (meters)    2003.47   (feet)  POSTED    
 CT0594  ___________________________________________________________________
 CT0594  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CT0594  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CT0594  DYNAMIC HT  -         609.850 (meters)    2000.82  (feet)  COMP
 CT0594  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 CT0594
 CT0594  HORZ ORDER  -  SECOND
 CT0594  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0594
 CT0594.The horizontal coordinates were established by classical geodetic methods
 CT0594.and adjusted by the National Geodetic Survey in February 1996..
 CT0594
 CT0594.The orthometric height was determined by differential leveling
 CT0594.and adjusted by the National Geodetic Survey in 1992..
 CT0594.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0594.rate of 1.1 thru 2.0 mm/km.
 CT0594
 CT0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0594
 CT0594.The geoid height was determined by GEOID03.
 CT0594
 CT0594.The dynamic height is computed by dividing the NAVD 88
 CT0594.geopotential number by the normal gravity value computed on the
 CT0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0594.degrees latitude (g = 980.6199 gals.).
 CT0594
 CT0594.The modeled gravity was interpolated from observed gravity values.
 CT0594
 CT0594;                    North         East     Units Scale Factor Converg.
 CT0594;SPC TXNC     - 2,067,879.146   502,421.498   MT  0.99996391   -0 33 53.7
 CT0594;SPC TXNC     - 6,784,366.83  1,648,361.20   sFT  0.99996391   -0 33 53.7
 CT0594;UTM  14      - 3,570,982.681   449,541.564   MT  0.99963140   -0 17 10.0
 CT0594
 CT0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0594!SPC TXNC     -   0.99990840  x   0.99996391  =   0.99987231
 CT0594!UTM  14      -   0.99990840  x   0.99963140  =   0.99953983
 CT0594
 CT0594:                Primary Azimuth Mark                     Grid Az
 CT0594:SPC TXNC     -  UNIT AZ MK                               181 12 14.9
 CT0594:UTM  14      -  UNIT AZ MK                               180 55 31.2
 CT0594
 CT0594|---------------------------------------------------------------------|
 CT0594| PID    Reference Object                     Distance      Geod. Az  |
 CT0594|                                                           dddmmss.s |
 CT0594| CT0599 UNIT AZ MK                          APPROX. 0.6 KM 1803821.2 |
 CT0594| CT0595 UNIT                                APPROX. 0.5 KM 2605023.9 |
 CT0594|---------------------------------------------------------------------|
 CT0594
 CT0594                          SUPERSEDED SURVEY CONTROL
 CT0594
 CT0594  NAD 83(1986)-  32 16 28.01431(N)    099 32 08.87805(W) AD(       ) 2
 CT0594  NAD 27      -  32 16 27.54650(N)    099 32 07.60230(W) AD(       ) 2
 CT0594  NGVD 29 (??/??/92)  610.492  (m)         2002.92   (f) ADJ UNCH    1 2
 CT0594
 CT0594.Superseded values are not recommended for survey control.
 CT0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0594.See file dsdata.txt to determine how the superseded data were derived.
 CT0594
 CT0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4954270983(NAD 83)
 CT0594_MARKER: DD = SURVEY DISK
 CT0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0594_STAMPING: DENTON A1
 CT0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0594+STABILITY: SURFACE MOTION
 CT0594
 CT0594  HISTORY     - Date     Condition        Report By
 CT0594  HISTORY     - UNK      MONUMENTED       DOD
 CT0594  HISTORY     - 1961     GOOD             NGS
 CT0594
 CT0594                          STATION DESCRIPTION
 CT0594
 CT0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0594'11.7 MI SW FROM CLYDE.
 CT0594'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0594'TO FARM ROAD 604, THENCE 11.5 MILES SOUTHWEST ALONG FARM ROAD 604, 71
 CT0594'FEET SOUTHEAST OF THE CENTER OF A T-INTERSECTION, 49 FEET EAST OF THE
 CT0594'CENTER LINE OF FARM ROAD 604, 1.6 FEET SOUTH OF A WOODEN WITNESS POST,
 CT0594'SET IN TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0662 ***********************************************************************
 CA0662  DESIGNATION -  MON B WINTERS
 CA0662  PID         -  CA0662
 CA0662  STATE/COUNTY-  TX/RUNNELS
 CA0662  USGS QUAD   -  WINTERS (1987)
 CA0662
 CA0662                         *CURRENT SURVEY CONTROL
 CA0662  ___________________________________________________________________
 CA0662* NAD 83(1986)-  31 58 35.     (N)    099 52 56.     (W)     SCALED    
 CA0662* NAVD 88     -       568.746  (meters)    1865.96   (feet)  ADJUSTED  
 CA0662  ___________________________________________________________________
 CA0662  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CA0662  DYNAMIC HT  -         568.003 (meters)    1863.52  (feet)  COMP
 CA0662  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 CA0662
 CA0662  VERT ORDER  -  SECOND    CLASS 0
 CA0662
 CA0662.The horizontal coordinates were scaled from a topographic map and have
 CA0662.an estimated accuracy of +/- 6 seconds.
 CA0662
 CA0662.The orthometric height was determined by differential leveling
 CA0662.and adjusted by the National Geodetic Survey in June 1991..
 CA0662
 CA0662.The geoid height was determined by GEOID03.
 CA0662
 CA0662.The dynamic height is computed by dividing the NAVD 88
 CA0662.geopotential number by the normal gravity value computed on the
 CA0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0662.degrees latitude (g = 980.6199 gals.).
 CA0662
 CA0662.The modeled gravity was interpolated from observed gravity values.
 CA0662
 CA0662;                    North         East    Units  Estimated Accuracy
 CA0662;SPC TX C     - 3,256,150.      742,640.      MT  (+/- 180 meters Scaled)
 CA0662
 CA0662                          SUPERSEDED SURVEY CONTROL
 CA0662
 CA0662  NGVD 29 (??/??/92)  568.631  (m)         1865.58   (f) ADJ UNCH    2 0
 CA0662
 CA0662.Superseded values are not recommended for survey control.
 CA0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0662.See file dsdata.txt to determine how the superseded data were derived.
 CA0662
 CA0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA166381(NAD 83)
 CA0662_MARKER: DE = TRAVERSE STATION DISK
 CA0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0662_STAMPING: MON B WINTERS 1959
 CA0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0662+STABILITY: SURFACE MOTION
 CA0662
 CA0662  HISTORY     - Date     Condition        Report By
 CA0662  HISTORY     - 1959     MONUMENTED       DOD
 CA0662  HISTORY     - 1961     GOOD             NGS
 CA0662
 CA0662                          STATION DESCRIPTION
 CA0662
 CA0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CA0662'5.8 MI NE FROM WINTERS.
 CA0662'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0662'THENCE 0.8 MILES NORTH ALONG U.S. HIGHWAY 83, THENCE 4.9 MILES EAST
 CA0662'ALONG FARM ROAD 1770, 54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CA0662'4 FEET NORTH OF A FENCE, 3 FEET EAST OF A WOODEN WITNESS POST, 1 FOOT
 CA0662'ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST
 CA0662'PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0221 ***********************************************************************
 AX0221  DESIGNATION -  MONA
 AX0221  PID         -  AX0221
 AX0221  STATE/COUNTY-  TX/WALLER
 AX0221  USGS QUAD   -  SUNNY SIDE (1980)
 AX0221
 AX0221                         *CURRENT SURVEY CONTROL
 AX0221  ___________________________________________________________________
 AX0221* NAD 83(1993)-  29 58 10.64970(N)    096 02 26.92609(W)     ADJUSTED  
 AX0221* NAVD 88     -        51.22   (+/-2cm)     168.0    (feet)  VERTCON   
 AX0221  ___________________________________________________________________
 AX0221  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AX0221  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0221
 AX0221  HORZ ORDER  -  THIRD
 AX0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0221
 AX0221.The horizontal coordinates were established by classical geodetic methods
 AX0221.and adjusted by the National Geodetic Survey in February 1996..
 AX0221
 AX0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0221.The vertical order pertains to the NGVD 29 superseded value.
 AX0221
 AX0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0221
 AX0221.The geoid height was determined by GEOID03.
 AX0221
 AX0221;                    North         East     Units Scale Factor Converg.
 AX0221;SPC TXSC     - 4,240,374.997   885,555.821   MT  0.99992443   +1 26 59.1
 AX0221;SPC TXSC     -13,911,963.64  2,905,361.06   sFT  0.99992443   +1 26 59.1
 AX0221;SPC TX C     - 3,041,578.559 1,114,210.208   MT  1.00004250   +2 12 39.2
 AX0221;SPC TX C     - 9,978,912.32  3,655,537.99   sFT  1.00004250   +2 12 39.2
 AX0221;UTM  14      - 3,319,105.329   785,557.686   MT  1.00060619   +1 28 45.3
 AX0221;UTM  15      - 3,319,311.640   206,561.869   MT  1.00066250   -1 31 12.4
 AX0221
 AX0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0221!SPC TXSC     -   0.99999625  x   0.99992443  =   0.99992068
 AX0221!SPC TX C     -   0.99999625  x   1.00004250  =   1.00003875
 AX0221!UTM  14      -   0.99999625  x   1.00060619  =   1.00060244
 AX0221!UTM  15      -   0.99999625  x   1.00066250  =   1.00065875
 AX0221
 AX0221|---------------------------------------------------------------------|
 AX0221| PID    Reference Object                     Distance      Geod. Az  |
 AX0221|                                                           dddmmss.s |
 AX0221| AX0222 MONA RM 2                            27.180 METERS 00235     |
 AX0221| AX0223 MONA AZ MK                                         0245544.5 |
 AX0221| AX2643 ST THOMAS METH CH NW CORNER          32.770 METERS 14525     |
 AX0221| AX0220 MONA RM 1                            18.691 METERS 24752     |
 AX0221| AX2649 RACCOON BEND RADIO KKD 32 MAST      APPROX. 9.2 KM 2902915.2 |
 AX0221|---------------------------------------------------------------------|
 AX0221
 AX0221                          SUPERSEDED SURVEY CONTROL
 AX0221
 AX0221  NAD 83(1986)-  29 58 10.66440(N)    096 02 26.90943(W) AD(       ) 3
 AX0221  NAD 27      -  29 58 09.85800(N)    096 02 26.06700(W) AD(       ) 3
 AX0221  NGVD 29 (??/??/92)   51.204  (m)          167.99   (f) ADJ UNCH    2 0
 AX0221
 AX0221.Superseded values are not recommended for survey control.
 AX0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0221.See file dsdata.txt to determine how the superseded data were derived.
 AX0221
 AX0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8555819105(NAD 83)
 AX0221_MARKER: DS = TRIANGULATION STATION DISK
 AX0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0221_STAMPING: MONA 1954
 AX0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0221+STABILITY: SURFACE MOTION
 AX0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0221+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0221
 AX0221  HISTORY     - Date     Condition        Report By
 AX0221  HISTORY     - 1954     MONUMENTED       CGS
 AX0221  HISTORY     - 1954     GOOD             CGS
 AX0221  HISTORY     - 1954     GOOD             CGS
 AX0221  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 AX0221  HISTORY     - 20030912 GOOD             GEOCAC
 AX0221  HISTORY     - 20041016 GOOD             USPSQD
 AX0221
 AX0221                          STATION DESCRIPTION
 AX0221
 AX0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX0221'THE STATION IS LOCATED ABOUT 14 MILES EAST OF BELLVILLE AND
 AX0221'9 MILES SOUTH-SOUTHEAST OF HEMPSTEAD IN THE ST. THOMAS METHODIST
 AX0221'EPISCOPAL CHURCH YARD.
 AX0221'
 AX0221'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290
 AX0221'AND STATE HIGHWAY 159 IN HEMPSTEAD, GO EASTERLY ON U.S. HIGHWAY
 AX0221'290 FOR 2.5 MILES TO FARM ROAD 359 TO THE RIGHT.  TURN RIGHT,
 AX0221'GO SOUTHERLY 7.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AX0221'CONTINUE SOUTHERLY 0.4 MILE TO CHURCH AND STATION ON LEFT.
 AX0221'
 AX0221'THE STATION MARK, A STANDARD DISK, STAMPED MONA 1954 IS
 AX0221'SET IN A CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND IS
 AX0221'107.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 AX0221'100 FEET EAST OF THE CENTER LINE OF FARM ROAD 359 AND 4
 AX0221'FEET WEST OF A WITNESS POST.
 AX0221'
 AX0221'REFERENCE MARK 1, A STANDARD DISK STAMPED MONA NO 1 1954 IS
 AX0221'SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 AX0221'52 FEET EAST OF THE CENTER LINE OF FARM ROAD 359, 12 FEET
 AX0221'NORTH OF THE CENTER LINE OF THE CHURCH DRIVEWAY AND 2 FEET
 AX0221'EAST OF A TELEPHONE POLE.
 AX0221'
 AX0221'REFERENCE MARK 2, A STANDARD DISK STAMPED MONA NO 2 1954
 AX0221'IS SET IN A CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND
 AX0221'IS 52 FEET EAST OF THE CENTER LINE OF FARM ROAD 359 AND
 AX0221'2 FEET SOUTHWEST OF A FENCE CORNER.
 AX0221'
 AX0221'THE AZIMUTH MARK, A STANDARD DISK STAMPED MONA 1954 IS SET
 AX0221'IN A CONCRETE MONUMENT THAT PROJECTS 14 INCHES AND IS 52
 AX0221'FEET WEST OF THE CENTER LINE OF FARM ROAD 359, 3 FEET SOUTH
 AX0221'OF A GATE POST AND A WITNESS POST AND 2 FEET EAST OF A WIRE
 AX0221'FENCE.
 AX0221'
 AX0221'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AX0221
 AX0221                          STATION RECOVERY (1954)
 AX0221
 AX0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AX0221'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE
 AX0221'AT HEMPSTEAD, THENCE 7.75 MILES SOUTH ALONG FARM ROAD 359,
 AX0221'89 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 105 FEET
 AX0221'NORTHWEST OF THE NORTHWEST CORNER OF THE MONAVILLE CHURCH,
 AX0221'4 FEET WEST OF A WITNESS POST, A TRIANGULATION STATION DISK
 AX0221'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 AX0221'ABOVE THE GROUND, STAMPED MONA 1954.
 AX0221'
 AX0221'MONA R.M. 1 IS 61.5 FEET SOUTHWEST OF TRIANGULATION STATION
 AX0221'MONA 1954, 50 FEET EAST OF THE CENTER LINE OF THE FARM ROAD,
 AX0221'14 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO
 AX0221'A CHURCH, 2 FEET EAST OF A TELEPHONE POLE, A REFERENCE MARK
 AX0221'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AX0221'FOOT ABOVE THE GROUND, STAMPED MONA NO 1 1954.
 AX0221'
 AX0221'MONA R.M. 2 IS 89.3 FEET NORTH OF TRIANGULATION STATION
 AX0221'MONA 1954, 51 FEET EAST OF THE CENTER LINE OF THE FARM ROAD,
 AX0221'2 FEET SOUTHWEST OF A FENCE CORNER, A REFERENCE MARK DISK
 AX0221'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 AX0221'ABOVE THE GROUND, STAMPED MONA NO 2 1954.
 AX0221'
 AX0221'MONA 1954 AZIMUTH IS 0.4 MILE NORTH OF TRIANGULATION STATION
 AX0221'MONA 1954, 50 FEET WEST OF THE CENTER LINE OF FARM ROAD
 AX0221'359, 33 FEET SOUTH OF THE CENTER OF A STEEL GATE, 1.2 FEET
 AX0221'EAST OF A FENCE, 2.9 FEET SOUTH OF A WITNESS POST, SET IN
 AX0221'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 AX0221'THE GROUND, STAMPED MONA 1954.
 AX0221
 AX0221                          STATION RECOVERY (1954)
 AX0221
 AX0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 AX0221'10.2 MI S FROM HEMPSTEAD.
 AX0221'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0221'HEMPSTEAD, THENCE 7.75 MILES SOUTH ALONG FARM ROAD 359, 89 FEET EAST
 AX0221'OF THE CENTER LINE OF THE FARM ROAD, 105 FEET NORTHWEST OF THE
 AX0221'NORTHWEST CORNER OF THE MONAVILLE CHURCH, 4 FEET WEST OF A WITNESS
 AX0221'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AX0221'THE GROUND.
 AX0221
 AX0221                          STATION RECOVERY (1985)
 AX0221
 AX0221'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (DLO)
 AX0221'MONA NO. 1 1954 FOUND GOOD.
 AX0221'
 AX0221'RM 1 MONUMENT IS UP ROOTED AND NOT AT CORRECT LOCATION USING WALLER
 AX0221'COUNTY, TEXAS MAP.  MONUMENT IS SET IN AND APPROXIMATELY 1 CUBIC
 AX0221'FOOT CONCRETE BLOCK.  LOCATION OF MONUMENT IS APPROXIMATELY 38 FEET
 AX0221'SE OF CENTER HWY 359 ALONG SERVICE ROAD TO CHURCH NEAREST ORIGINAL
 AX0221'LOCATION OF MONUMENT AND APPROXIMATELY 10 FEET NE OF CENTER
 AX0221'OF SAME SERVICE ROAD.
 AX0221
 AX0221                          STATION RECOVERY (2003)
 AX0221
 AX0221'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AX0221'REMEASURED AS FOLLOWS--
 AX0221'36.5 FEET NW OF CHURCH BELL STAND, 70.9 FEET NE OF MONA RM1, 91.5 FEET
 AX0221'E OF CENTERLINE OF FM 359.
 AX0221' 
 AX0221'MONA RM1 LOCATED AS DESCRIBED IN 1954.  MARKER DOES NOT APPEAR TO HAVE
 AX0221'BEEN MOVED BASED ON BOTH 1954 AX0221 DESCRIPTION AND 1954 AX0220
 AX0221'DESCRIPTION.
 AX0221' 
 AX0221'MONA RM2 (AX0222) NOT FOUND.
 AX0221' 
 AX0221'MONA AZ (AX0223) FOUND PREVIOUSLY IN POOR CONDITION AS STATED IN DATA
 AX0221'SHEET FOR THAT MARKER.
 AX0221
 AX0221                          STATION RECOVERY (2004)
 AX0221
 AX0221'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0221'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
 AX0221'R 1 FOUND
 AX0221'R 2 FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0223 ***********************************************************************
 AX0223  DESIGNATION -  MONA AZ MK
 AX0223  PID         -  AX0223
 AX0223  STATE/COUNTY-  TX/WALLER
 AX0223  USGS QUAD   -  SUNNY SIDE (1980)
 AX0223
 AX0223                         *CURRENT SURVEY CONTROL
 AX0223  ___________________________________________________________________
 AX0223* NAD 83(1986)-  29 58 30.     (N)    096 02 16.     (W)     SCALED    
 AX0223* NAVD 88     -        50.73   (+/-2cm)     166.4    (feet)  VERTCON   
 AX0223  ___________________________________________________________________
 AX0223  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0223
 AX0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0223
 AX0223.The horizontal coordinates were scaled from a topographic map and have
 AX0223.an estimated accuracy of +/- 6 seconds.
 AX0223
 AX0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0223.The vertical order pertains to the NGVD 29 superseded value.
 AX0223
 AX0223.The geoid height was determined by GEOID03.
 AX0223
 AX0223;                    North         East    Units  Estimated Accuracy
 AX0223;SPC TXSC     - 4,240,980.      885,830.      MT  (+/- 180 meters Scaled)
 AX0223
 AX0223                          SUPERSEDED SURVEY CONTROL
 AX0223
 AX0223  NGVD 29 (??/??/92)   50.72   (m)          166.4    (f) COMPUTED    2 0
 AX0223
 AX0223.Superseded values are not recommended for survey control.
 AX0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0223.See file dsdata.txt to determine how the superseded data were derived.
 AX0223
 AX0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU858197(NAD 83)
 AX0223_MARKER: DZ = AZIMUTH MARK DISK
 AX0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0223_STAMPING: MONA 1954
 AX0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0223+STABILITY: SURFACE MOTION
 AX0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0223+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0223
 AX0223  HISTORY     - Date     Condition        Report By
 AX0223  HISTORY     - 1954     MONUMENTED       CGS
 AX0223  HISTORY     - 20030829 POOR             GEOCAC
 AX0223  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 AX0223
 AX0223                          STATION DESCRIPTION
 AX0223
 AX0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0223'9.8 MI S FROM HEMPSTEAD.
 AX0223'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0223'HEMPSTEAD, THENCE 7.35 MILES SOUTH ALONG FARM ROAD 359, 50 FEET WEST
 AX0223'OF THE CENTER LINE OF THE FARM ROAD, 33 FEET SOUTH OF THE CENTER OF A
 AX0223'STEEL GATE, 1.2 FEET EAST OF A FENCE, 2.9 FEET SOUTH OF A WITNESS
 AX0223'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 AX0223'THE GROUND, 0.4 MILE NORTH OF TRIANGULATION STATION MONA 1954.
 AX0223
 AX0223                          STATION RECOVERY (2003)
 AX0223
 AX0223'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AX0223'MONUMENT AT LOCATION AS DESCRIBED.  MOUNTING HOLE FOR DISK IS INTACT,
 AX0223'BUT DISK IS MISSING.
 AX0223
 AX0223                          STATION RECOVERY (2004)
 AX0223
 AX0223'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0220 ***********************************************************************
 AX0220  DESIGNATION -  MONA RM 1
 AX0220  PID         -  AX0220
 AX0220  STATE/COUNTY-  TX/WALLER
 AX0220  USGS QUAD   -  SUNNY SIDE (1980)
 AX0220
 AX0220                         *CURRENT SURVEY CONTROL
 AX0220  ___________________________________________________________________
 AX0220* NAD 83(1986)-  29 58 10.     (N)    096 02 28.     (W)     SCALED    
 AX0220* NAVD 88     -        51.22   (+/-2cm)     168.0    (feet)  VERTCON   
 AX0220  ___________________________________________________________________
 AX0220  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0220
 AX0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0220
 AX0220.The horizontal coordinates were scaled from a topographic map and have
 AX0220.an estimated accuracy of +/- 6 seconds.
 AX0220
 AX0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0220.The vertical order pertains to the NGVD 29 superseded value.
 AX0220
 AX0220.The geoid height was determined by GEOID03.
 AX0220
 AX0220;                    North         East    Units  Estimated Accuracy
 AX0220;SPC TXSC     - 4,240,350.      885,530.      MT  (+/- 180 meters Scaled)
 AX0220
 AX0220                          SUPERSEDED SURVEY CONTROL
 AX0220
 AX0220  NGVD 29 (??/??/92)   51.208  (m)          168.00   (f) ADJ UNCH    2 0
 AX0220
 AX0220.Superseded values are not recommended for survey control.
 AX0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0220.See file dsdata.txt to determine how the superseded data were derived.
 AX0220
 AX0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU855190(NAD 83)
 AX0220_MARKER: DR = REFERENCE MARK DISK
 AX0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0220_STAMPING: MONA NO 1 1954
 AX0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0220+STABILITY: SURFACE MOTION
 AX0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0220+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0220
 AX0220  HISTORY     - Date     Condition        Report By
 AX0220  HISTORY     - 1954     MONUMENTED       CGS
 AX0220  HISTORY     - 20030829 GOOD             GEOCAC
 AX0220  HISTORY     - 20041016 GOOD             USPSQD
 AX0220
 AX0220                          STATION DESCRIPTION
 AX0220
 AX0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0220'10.2 MI S FROM HEMPSTEAD.
 AX0220'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0220'HEMPSTEAD, THENCE 7.75 MILES SOUTH ALONG FARM ROAD 359, 50 FEET EAST
 AX0220'OF THE CENTER LINE OF THE FARM ROAD, 14 FEET NORTH OF THE CENTER LINE
 AX0220'OF A DRIVEWAY LEADING TO A CHURCH, 61.5 FEET SOUTHWEST OF
 AX0220'TRIANGULATION STATION MONA 1954, 2 FEET ABOVE THE LEVEL OF THE ROAD 2
 AX0220'FEET EAST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 AX0220'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AX0220
 AX0220                          STATION RECOVERY (2003)
 AX0220
 AX0220'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AX0220'DISK IS APPROX. 1/2 INCH BELOW GROUND LEVEL BUT STILL VISIBLE.  DELETE
 AX0220'FROM DESCRIPTION 2 FEET EAST OF A TELEPHONE POLE.
 AX0220
 AX0220                          STATION RECOVERY (2004)
 AX0220
 AX0220'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0220'METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0222 ***********************************************************************
 AX0222  DESIGNATION -  MONA RM 2
 AX0222  PID         -  AX0222
 AX0222  STATE/COUNTY-  TX/WALLER
 AX0222  USGS QUAD   -  SUNNY SIDE (1980)
 AX0222
 AX0222                         *CURRENT SURVEY CONTROL
 AX0222  ___________________________________________________________________
 AX0222* NAD 83(1986)-  29 58 11.     (N)    096 02 27.     (W)     SCALED    
 AX0222* NAVD 88     -        51.81   (+/-2cm)     170.0    (feet)  VERTCON   
 AX0222  ___________________________________________________________________
 AX0222  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0222
 AX0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0222
 AX0222.The horizontal coordinates were scaled from a topographic map and have
 AX0222.an estimated accuracy of +/- 6 seconds.
 AX0222
 AX0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0222.The vertical order pertains to the NGVD 29 superseded value.
 AX0222
 AX0222.The geoid height was determined by GEOID03.
 AX0222
 AX0222;                    North         East    Units  Estimated Accuracy
 AX0222;SPC TXSC     - 4,240,390.      885,550.      MT  (+/- 180 meters Scaled)
 AX0222
 AX0222                          SUPERSEDED SURVEY CONTROL
 AX0222
 AX0222  NGVD 29 (??/??/92)   51.790  (m)          169.91   (f) ADJ UNCH    2 0
 AX0222
 AX0222.Superseded values are not recommended for survey control.
 AX0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0222.See file dsdata.txt to determine how the superseded data were derived.
 AX0222
 AX0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU855191(NAD 83)
 AX0222_MARKER: DR = REFERENCE MARK DISK
 AX0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0222_STAMPING: MONA NO 3 1954
 AX0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0222+STABILITY: SURFACE MOTION
 AX0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0222+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0222
 AX0222  HISTORY     - Date     Condition        Report By
 AX0222  HISTORY     - 1954     MONUMENTED       CGS
 AX0222  HISTORY     - 20041016 GOOD             USPSQD
 AX0222
 AX0222                          STATION DESCRIPTION
 AX0222
 AX0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0222'10.2 MI S FROM HEMPSTEAD.
 AX0222'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0222'HEMPSTEAD, THENCE 7.75 MILES SOUTH ALONG FARM ROAD 359, 51 FEET EAST
 AX0222'OF THE CENTER LINE OF THE FARM ROAD, 89.3 FEET NORTH OF TRIANGULATION
 AX0222'STATION MONA 1954, 2 FEET SOUTHWEST OF A FENCE CORNER, SET IN THE TOP
 AX0222'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AX0222
 AX0222                          STATION RECOVERY (2004)
 AX0222
 AX0222'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0841 ***********************************************************************
 CC0841  PACS        -  This is a Primary Airport Control Station.
 CC0841  DESIGNATION -  MONAPORT
 CC0841  PID         -  CC0841
 CC0841  STATE/COUNTY-  TX/WARD
 CC0841  USGS QUAD   -  MONAHANS (1981)
 CC0841
 CC0841                         *CURRENT SURVEY CONTROL
 CC0841  ___________________________________________________________________
 CC0841* NAD 83(1993)-  31 35 00.24966(N)    102 54 32.20799(W)     ADJUSTED  
 CC0841* NAVD 88     -       794.12   (meters)    2605.4    (feet)  GPS OBS   
 CC0841  ___________________________________________________________________
 CC0841  X           -  -1,215,096.650 (meters)                     COMP
 CC0841  Y           -  -5,301,586.319 (meters)                     COMP
 CC0841  Z           -   3,321,572.085 (meters)                     COMP
 CC0841  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 CC0841  ELLIP HEIGHT-         770.84  (meters)          (10/24/00) GPS OBS
 CC0841  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CC0841
 CC0841  HORZ ORDER  -  B
 CC0841  ELLP ORDER  -  FOURTH    CLASS II
 CC0841
 CC0841.This mark is at Roy Hurd Mem (E01) Airport (E01)
 CC0841
 CC0841.The horizontal coordinates were established by GPS observations
 CC0841.and adjusted by the National Geodetic Survey in September 1996..
 CC0841
 CC0841.The orthometric height was determined by GPS observations and a
 CC0841.high-resolution geoid model.
 CC0841
 CC0841.GPS derived orthometric heights for airport stations designated as
 CC0841.PACS or SACS are published to 2 decimal places.  This maintains
 CC0841.centimeter relative accuracy between the PACS and SACS.  It does
 CC0841.not indicate centimeter accuracy relative to other marks which are
 CC0841.part of the NAVD 88 network.
 CC0841
 CC0841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0841
 CC0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0841
 CC0841.The ellipsoidal height was determined by GPS observations
 CC0841.and is referenced to NAD 83.
 CC0841
 CC0841.The geoid height was determined by GEOID03.
 CC0841
 CC0841;                    North         East     Units Scale Factor Converg.
 CC0841;SPC TX C     - 3,215,314.392   455,566.393   MT  0.99993319   -1 19 35.7
 CC0841;SPC TX C     -10,548,910.63  1,494,637.41   sFT  0.99993319   -1 19 35.7
 CC0841;UTM  13      - 3,496,157.376   698,419.013   MT  1.00008560   +1 05 43.9
 CC0841
 CC0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0841!SPC TX C     -   0.99987897  x   0.99993319  =   0.99981217
 CC0841!UTM  13      -   0.99987897  x   1.00008560  =   0.99996456
 CC0841
 CC0841:                Primary Azimuth Mark                     Grid Az
 CC0841:SPC TX C     -  MONAPORT AZ MK                           130 01 04.1
 CC0841:UTM  13      -  MONAPORT AZ MK                           127 35 44.5
 CC0841
 CC0841|---------------------------------------------------------------------|
 CC0841| PID    Reference Object                     Distance      Geod. Az  |
 CC0841|                                                           dddmmss.s |
 CC0841| CC0842 MONAPORT AZ MK                      APPROX. 0.5 KM 1284128.4 |
 CC0841|---------------------------------------------------------------------|
 CC0841
 CC0841                          SUPERSEDED SURVEY CONTROL
 CC0841
 CC0841  ELLIP H (09/09/96)  770.83   (m)                       GP(       ) 1 2
 CC0841  NAD 83(1993)-  31 35 00.24884(N)    102 54 32.21533(W) AD(       ) 3
 CC0841  ELLIP H (02/16/96)  770.76   (m)                       GP(       ) 5 1
 CC0841  ELLIP H (12/21/93)  770.53   (m)                       GP(       ) 4 1
 CC0841  NAD 83(1986)-  31 35 00.24914(N)    102 54 32.20660(W) AD(       ) 3
 CC0841  NGVD 29 (10/23/89)  793.8    (m)         2604.     (f) GPS OBS        
 CC0841
 CC0841.Superseded values are not recommended for survey control.
 CC0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0841.See file dsdata.txt to determine how the superseded data were derived.
 CC0841
 CC0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ9841996157(NAD 83)
 CC0841_MARKER: I = METAL ROD
 CC0841_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CC0841_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CC0841_STAMPING: MONAPORT 1989
 CC0841_MARK LOGO: NGS   
 CC0841_PROJECTION: FLUSH
 CC0841_MAGNETIC: I = MARKER IS A STEEL ROD
 CC0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0841+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 CC0841_ROD/PIPE-DEPTH: 3.78 meters
 CC0841_SLEEVE-DEPTH  : 0.76 meters
 CC0841
 CC0841  HISTORY     - Date     Condition        Report By
 CC0841  HISTORY     - 1989     MONUMENTED       NGS
 CC0841  HISTORY     - 19950508 GOOD             NGS
 CC0841  HISTORY     - 19991130 GOOD             NGS
 CC0841  HISTORY     - 20000727 GOOD             TXDOT
 CC0841
 CC0841                          STATION DESCRIPTION
 CC0841
 CC0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CC0841'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF MONAHANS,
 CC0841'1.1 KM (0.70 MI) NORTH OF INTERSTATE HIGHWAY 20, AT THE ROY HURD
 CC0841'MEMORIAL AIRPORT, AT THE NORTH POINT OF A GRASS DIAMOND-SHAPED MEDIAN
 CC0841'BOUNDED BY THE RUNWAYS AND PARALLEL TAXIS.  OWNERSHIP--CITY OF
 CC0841'MONAHANS, 112 WEST SECOND STREET, MONAHANS, TEXAS 79756.  THE AIRPORT
 CC0841'MANAGER IS AL PAKCYK, TELEPHONE 915-943-6281.
 CC0841'TO REACH THE STATION  FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CC0841'STATE HIGHWAY 18 (EXIT 80) IN MONAHANS, GO NORTH ON STATE HIGHWAY 18
 CC0841'FOR 1.17 KM (0.75 MI) TO A CROSS STREET.  TURN LEFT, AND GO
 CC0841'SOUTHWESTERLY ON TENTH STREET FOR 1.35 KM (0.85 MI) TO A FORK.  KEEP
 CC0841'LEFT, SOUTHWEST, ON A NARROW ROAD FOR 40 METERS TO A GATE.  PASS
 CC0841'THROUGH THE GATE AND GO SOUTHWEST FOR 0.05 KM (0.05 MI) TO A TAXI.
 CC0841'TURN RIGHT AND GO NORTHWEST ON THE TAXI FOR 0.51 KM (0.30 MI) TO
 CC0841'RUNWAY 1-19 AND THE STATION ON THE LEFT.
 CC0841'THE STATION IS 22.1 M (72.5 FT) SOUTHEAST OF THE CENTER OF THE RUNWAY,
 CC0841'13.1 M (43.0 FT) SOUTHWEST OF THE TAXI CENTER, 12.8 M (42.0 FT) SOUTH
 CC0841'OF THE CURVED EDGE OF THE PAVEMENT, AND 0.9 M (3.0 FT) NORTH-NORTHEAST
 CC0841'OF A WITNESS POST.
 CC0841'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0841'DESCRIBED BY R.D.B.
 CC0841
 CC0841                          STATION RECOVERY (1995)
 CC0841
 CC0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CC0841'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF MONAHANS,
 CC0841'1.1 KM (0.70 MI) NORTH OF INTERSTATE HIGHWAY 20, AT THE ROY HURD
 CC0841'MEMORIAL AIRPORT.  NEAR THE MIDDLE OF THE AIRPORT, NEAR THE NORTH
 CC0841'POINT OF A GRASS DIAMOUND-SHAPED MEDIAN BOUNDED BY THE RUNWAYS AND
 CC0841'PARALLEL TAXIS, IN LINE WITH THE HOLD BARS FOR RUNWAY 1-19.
 CC0841'OWNERSHIP--CITY OF MONAHANS, 112 WEST SECOND STREET, MONAHANS, TX.
 CC0841'79756.  AIRPORT MANAGER KERMIT STERIA, PHONE 915-943-9527.  TO REACH
 CC0841'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE
 CC0841'HIGHWAY 18 (EXIT 80) IN MONAHANS, GO NORTH ON STATE HIGHWAY 18 1.17 KM
 CC0841'(0.70 MI) TO A CROSS STREET.  TURN LEFT, SOUTHWESTERLY, ON TENTH
 CC0841'STREET 1.35 KM (0.85 MI) TO A FORK.  KEEP LEFT, SOUTHWEST, ON A NARROW
 CC0841'ROAD 40 M (131.2 FT) TO A GATE.  PASS THROUGH THE GATE, SOUTHWEST,
 CC0841'0.05 KM (0.05 MI) TO A TAXI.  TURN RIGHT, NORTHWEST, 0.40 KM (0.25 MI)
 CC0841'ALONG THE TAXI TO THE HOLD BAR FOR RUNWAY 1-19 AND THE STATION ON THE
 CC0841'LEFT IN LINE WITH THE HOLD BAR.  STATION IS 21.6 M (70.9 FT) SOUTHEAST
 CC0841'OF THE RUNWAY CENTERLINE, 13.1 M (43.0 FT) SOUTHWEST OF THE TAXI
 CC0841'CENTER, 0.9 M (3.0 FT) NORTH-NORTHEAST OF A WITNESS POST, AND LEVEL
 CC0841'WITH THE TAXI.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0841'LOGO CAP.  BY R.G.  HAYES
 CC0841
 CC0841                          STATION RECOVERY (1999)
 CC0841
 CC0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WEH)
 CC0841'GOOD.
 CC0841
 CC0841                          STATION RECOVERY (2000)
 CC0841
 CC0841'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (JCW)
 CC0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0842 ***********************************************************************
 CC0842  SACS        -  This is a Secondary Airport Control Station.
 CC0842  DESIGNATION -  MONAPORT AZ MK
 CC0842  PID         -  CC0842
 CC0842  STATE/COUNTY-  TX/WARD
 CC0842  USGS QUAD   -  MONAHANS (1981)
 CC0842
 CC0842                         *CURRENT SURVEY CONTROL
 CC0842  ___________________________________________________________________
 CC0842* NAD 83(1993)-  31 34 49.46179(N)    102 54 16.47409(W)     ADJUSTED  
 CC0842* NAVD 88     -       795.59   (meters)    2610.2    (feet)  GPS OBS   
 CC0842  ___________________________________________________________________
 CC0842  X           -  -1,214,731.391 (meters)                     COMP
 CC0842  Y           -  -5,301,849.866 (meters)                     COMP
 CC0842  Z           -   3,321,289.777 (meters)                     COMP
 CC0842  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 CC0842  ELLIP HEIGHT-         772.33  (meters)          (08/08/01) GPS OBS
 CC0842  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CC0842
 CC0842  HORZ ORDER  -  FIRST
 CC0842  ELLP ORDER  -  FOURTH    CLASS II
 CC0842
 CC0842.This mark is at Roy Hurd Mem (E01) Airport (E01)
 CC0842
 CC0842.The horizontal coordinates were established by GPS observations
 CC0842.and adjusted by the National Geodetic Survey in March 1998..
 CC0842
 CC0842.The orthometric height was determined by GPS observations and a
 CC0842.high-resolution geoid model.
 CC0842
 CC0842.GPS derived orthometric heights for airport stations designated as
 CC0842.PACS or SACS are published to 2 decimal places.  This maintains
 CC0842.centimeter relative accuracy between the PACS and SACS.  It does
 CC0842.not indicate centimeter accuracy relative to other marks which are
 CC0842.part of the NAVD 88 network.
 CC0842
 CC0842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0842
 CC0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0842
 CC0842.The ellipsoidal height was determined by GPS observations
 CC0842.and is referenced to NAD 83.
 CC0842
 CC0842.The geoid height was determined by GEOID03.
 CC0842
 CC0842;                    North         East     Units Scale Factor Converg.
 CC0842;SPC TX C     - 3,214,972.643   455,973.417   MT  0.99993266   -1 19 27.6
 CC0842;SPC TX C     -10,547,789.41  1,495,972.79   sFT  0.99993266   -1 19 27.6
 CC0842;UTM  13      - 3,495,833.084   698,840.180   MT  1.00008766   +1 05 51.8
 CC0842
 CC0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0842!SPC TX C     -   0.99987874  x   0.99993266  =   0.99981141
 CC0842!UTM  13      -   0.99987874  x   1.00008766  =   0.99996639
 CC0842
 CC0842:                Primary Azimuth Mark                     Grid Az
 CC0842:SPC TX C     -  MONAPORT                                 310 01 04.2
 CC0842:UTM  13      -  MONAPORT                                 307 35 44.8
 CC0842
 CC0842|---------------------------------------------------------------------|
 CC0842| PID    Reference Object                     Distance      Geod. Az  |
 CC0842|                                                           dddmmss.s |
 CC0842| CC0841 MONAPORT                            APPROX. 0.5 KM 3084136.6 |
 CC0842|---------------------------------------------------------------------|
 CC0842
 CC0842                          SUPERSEDED SURVEY CONTROL
 CC0842
 CC0842  ELLIP H (03/06/98)  772.32   (m)                       GP(       ) 4 2
 CC0842  NAD 83(1993)-  31 34 49.46120(N)    102 54 16.48116(W) AD(       ) 3
 CC0842  ELLIP H (02/16/96)  772.25   (m)                       GP(       ) 5 1
 CC0842  ELLIP H (12/21/93)  772.01   (m)                       GP(       ) 4 1
 CC0842  NAD 83(1986)-  31 34 49.46150(N)    102 54 16.47243(W) AD(       ) 3
 CC0842  NGVD 29 (10/23/89)  795.3    (m)         2609.     (f) GPS OBS        
 CC0842
 CC0842.Superseded values are not recommended for survey control.
 CC0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0842.See file dsdata.txt to determine how the superseded data were derived.
 CC0842
 CC0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ9884095833(NAD 83)
 CC0842_MARKER: DZ = AZIMUTH MARK DISK
 CC0842_SETTING: 66 = SET IN ROCK OUTCROP
 CC0842_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CC0842_STAMPING: MONAPORT 1989
 CC0842_MARK LOGO: NGS   
 CC0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0842+STABILITY: POSITION/ELEVATION WELL
 CC0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0842+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1995
 CC0842
 CC0842  HISTORY     - Date     Condition        Report By
 CC0842  HISTORY     - 1989     MONUMENTED       NGS
 CC0842  HISTORY     - 19950708 GOOD             NGS
 CC0842
 CC0842                          STATION DESCRIPTION
 CC0842
 CC0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CC0842'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF MONAHANS,
 CC0842'1.1 KM (0.70 MI) NORTH OF INTERSTATE HIGHWAY 20, AT THE ROY HURD
 CC0842'MEMORIAL AIRPORT, AT THE NORTH POINT OF A GRASS DIAMOND-SHAPED MEDIAN
 CC0842'BOUNDED BY THE RUNWAYS AND PARALLEL TAXIS.  OWNERSHIP--CITY OF
 CC0842'MONAHANS, 112 WEST SECOND STREET, MONAHANS, TEXAS 79756.  THE AIRPORT
 CC0842'MANAGER IS AL PAKCYK, TELEPHONE 915-943-6281.
 CC0842'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CC0842'STATE HIGHWAY 18 (EXIT 80) IN MONAHANS, GO NORTH ON STATE HIGHWAY 18
 CC0842'FOR 1.17 KM (0.75 MI) TO A CROSS STREET.  TURN LEFT, AND GO
 CC0842'SOUTHWESTERLY ON TENTH STREET FOR 1.35 KM (0.85 MI) TO A FORK.  KEEP
 CC0842'LEFT, SOUTHWEST, ON A NARROW ROAD FOR 40 METERS TO A GATE.  PASS
 CC0842'THROUGH THE GATE AND GO SOUTHWEST FOR 0.05 KM (0.05 MI) TO A TAXI.
 CC0842'TURN LEFT AND GO SOUTHEAST ON THE TAXI FOR 0.10 KM (0.05 MI) TO THE
 CC0842'STATION ON THE RIGHT, ABOUT 50 METERS SOUTH OF THE JUNCTION OF THE
 CC0842'TAXI AND RAMP, SET IN A ROCK OUTCROP.
 CC0842'THE STATION IS 47.2 M (154.9 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 CC0842'RUNWAY, 32.8 M (107.6 FT) EAST-SOUTHEAST OF THE TAXI CENTER, AND 30.6
 CC0842'M (100.4 FT) SOUTH-SOUTHWEST OF THE TAXI CENTER.
 CC0842'DESCRIBED BY R.D.B.
 CC0842
 CC0842                          STATION RECOVERY (1995)
 CC0842
 CC0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (PDL)
 CC0842'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF MONAHANS,
 CC0842'1.1 KM (0.70 MI) NORTH OF INTERSTATE HIGHWAY 20, AT THE ROY HURD
 CC0842'MEMORIAL AIRPORT.  NEAR THE SOUTHEAST END OF RUNWAY 12-30, NEAR THE
 CC0842'NORTHWEST END OF THE LAST GRASS MEDIAN NEAR RUNWAY END 30, SET IN A
 CC0842'3X3 FOOT OUTCROPPING OF BEDROCK.  OWNERSHIP--CITY OF MONAHANS, 112
 CC0842'WEST SECOND STREET, MONAHANS, TX.  79756.  AIRPORT MANAGER KERMIT
 CC0842'STERIA, PHONE 915-943-9527.  TO REACH THE STATION FROM THE JUNCTION OF
 CC0842'INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 18 (EXIT 80) IN MONAHANS, GO
 CC0842'NORTH ON STATE HIGHWAY 18 FOR 1.17 KM (0.70 MI) TO A CROSS STREET.
 CC0842'TURN LEFT, SOUTHWESTERLY, ON TENTH STREET AND CONTINUE FOR 1.35 KM
 CC0842'(0.85 MI) TO A FORK.  KEEP LEFT, SOUTHWEST, ON A NARROW ROAD FOR 30 M
 CC0842'(98.4 FT) TO A GATE.  PASS THROUGH THE GATE AND DRIVE SOUTHWEST FOR
 CC0842'0.05 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT, SOUTHEAST AND CONTINUE FOR
 CC0842'0.13 KM (0.10 MI) ALONG THE TAXIWAY TO THE STATION ON THE RIGHT, ABOUT
 CC0842'50.0 M (164.0 FT) SOUTH OF THE JUNCTION OF THE TAXIWAY AND CONNECTOR.
 CC0842'SET IN OUTCROPPING BEDROCK.  THE STATION IS 47.2 M (154.9 FT)
 CC0842'NORTH-NORTHEAST OF THE RUNWAY CENTERLINE, 30.0 M (98.4 FT)
 CC0842'EAST-SOUTHEAST OF THE CONNECTOR CENTERLINE, 30.0 M (98.4 FT)
 CC0842'SOUTH-SOUTHWEST OF THE TAXIWAY CENTERLINE, AND 0.4 M (1.3 FT) BELOW
 CC0842'THE LEVEL OF THE RUNWAY.  BY R.G.  HAYES.  THIS STATION HAS BEEN
 CC0842'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) FOR THIS
 CC0842'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1517 ***********************************************************************
 AE1517  DESIGNATION -  MONASTERY NORTH END E CUPOLA
 AE1517  PID         -  AE1517
 AE1517  STATE/COUNTY-  TX/HIDALGO
 AE1517  USGS QUAD   -  MISSION (1983)
 AE1517
 AE1517                         *CURRENT SURVEY CONTROL
 AE1517  ___________________________________________________________________
 AE1517* NAD 83(1993)-  26 09 16.65681(N)    098 19 32.30246(W)     ADJUSTED  
 AE1517* NAVD 88     -                                                        
 AE1517  ___________________________________________________________________
 AE1517  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AE1517  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AE1517
 AE1517  HORZ ORDER  -  THIRD
 AE1517
 AE1517.The horizontal coordinates were established by classical geodetic methods
 AE1517.and adjusted by the National Geodetic Survey in February 1996..
 AE1517
 AE1517
 AE1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1517
 AE1517.The geoid height was determined by GEOID03.
 AE1517
 AE1517;                    North         East     Units Scale Factor Converg.
 AE1517;SPC TX S     - 5,054,075.692   317,433.699   MT  1.00000305   +0 04 45.0
 AE1517;SPC TX S     -16,581,580.00  1,041,447.06   sFT  1.00000305   +0 04 45.0
 AE1517;UTM  14      - 2,892,982.818   567,400.780   MT  0.99965609   +0 17 50.2
 AE1517
 AE1517                          SUPERSEDED SURVEY CONTROL
 AE1517
 AE1517  NAD 83(1986)-  26 09 16.66234(N)    098 19 32.26655(W) AD(       ) 4
 AE1517  NAD 27      -  26 09 15.39034(N)    098 19 31.21994(W) AD(       ) 3
 AE1517
 AE1517.Superseded values are not recommended for survey control.
 AE1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1517.See file dsdata.txt to determine how the superseded data were derived.
 AE1517
 AE1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6740192983(NAD 83)
 AE1517_MARKER: 86 = CUPOLA
 AE1517
 AE1517  HISTORY     - Date     Condition        Report By
 AE1517  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1517  HISTORY     - 1964     GOOD             CGS
 AE1517  HISTORY     - 1974     GOOD             NGS
 AE1517
 AE1517                          STATION DESCRIPTION
 AE1517
 AE1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AE1517'STATION WAS RECOVERED IN GOOD CONDITION.
 AE1517
 AE1517                          STATION RECOVERY (1974)
 AE1517
 AE1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1517'THE STATION, MONASTERY NORTH END EAST CUPOLA 1917 WAS RECOVERED.
 AE1517'THE BUILDING IS NOW ABANDONED AND IN A STATE OF DISREPAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0594 ***********************************************************************
 EO0594  DESIGNATION -  MONEY
 EO0594  PID         -  EO0594
 EO0594  STATE/COUNTY-  TX/RANDALL
 EO0594  USGS QUAD   -  HAPPY HEREFORD RANCH (1984)
 EO0594
 EO0594                         *CURRENT SURVEY CONTROL
 EO0594  ___________________________________________________________________
 EO0594* NAD 83(1993)-  34 47 47.87914(N)    102 07 08.87959(W)     ADJUSTED  
 EO0594* NAVD 88     -      1177.4    (meters)    3863.     (feet)  VERTCON   
 EO0594  ___________________________________________________________________
 EO0594  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 EO0594  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 EO0594
 EO0594  HORZ ORDER  -  SECOND
 EO0594
 EO0594.The horizontal coordinates were established by classical geodetic methods
 EO0594.and adjusted by the National Geodetic Survey in February 1996..
 EO0594
 EO0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0594
 EO0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0594
 EO0594.The geoid height was determined by GEOID03.
 EO0594
 EO0594;                    North         East     Units Scale Factor Converg.
 EO0594;SPC TX N     - 1,088,554.297   143,343.094   MT  0.99996925   -0 21 31.7
 EO0594;SPC TX N     - 3,571,365.22    470,284.80   sFT  0.99996925   -0 21 31.7
 EO0594;UTM  13      - 3,854,274.099   763,571.647   MT  1.00045632   +1 38 41.8
 EO0594
 EO0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0594!SPC TX N     -   0.99981926  x   0.99996925  =   0.99978851
 EO0594!UTM  13      -   0.99981926  x   1.00045632  =   1.00027549
 EO0594
 EO0594|---------------------------------------------------------------------|
 EO0594| PID    Reference Object                     Distance      Geod. Az  |
 EO0594|                                                           dddmmss.s |
 EO0594| CJ7120 MONEY RM 1                           34.363 METERS 00352     |
 EO0594| EO0076 MONEY AZ MK                                        0314456.3 |
 EO0594| CJ7121 MONEY RM 2                           34.814 METERS 26624     |
 EO0594|---------------------------------------------------------------------|
 EO0594
 EO0594                          SUPERSEDED SURVEY CONTROL
 EO0594
 EO0594  NAD 83(1986)-  34 47 47.88622(N)    102 07 08.87128(W) AD(       ) 2
 EO0594  NAD 27      -  34 47 47.65400(N)    102 07 07.17100(W) AD(       ) 2
 EO0594  NGVD 29 (07/28/98) 1176.9    (m)         3861.     (f) VERT ANG       
 EO0594
 EO0594.Superseded values are not recommended for survey control.
 EO0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0594.See file dsdata.txt to determine how the superseded data were derived.
 EO0594
 EO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6357254274(NAD 83)
 EO0594_MARKER: DS = TRIANGULATION STATION DISK
 EO0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0594_STAMPING: MONEY 1935
 EO0594_MARK LOGO: CGS   
 EO0594_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EO0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0594+STABILITY: SURFACE MOTION
 EO0594
 EO0594  HISTORY     - Date     Condition        Report By
 EO0594  HISTORY     - 1935     MONUMENTED       CGS
 EO0594  HISTORY     - 1961     GOOD             USGS
 EO0594  HISTORY     - 19841010 GOOD             NGS
 EO0594
 EO0594                          STATION DESCRIPTION
 EO0594
 EO0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0594'STATION IS 15 MILES AIRLINE W OF HEREFORD, NEAR THE SE CORNER
 EO0594'OF SECTION 241, BLOCK M 6.  IT IS 1 MILE E OF THE GRAHAM RANCH,
 EO0594'9 FEET N OF AN E-W FENCE, 12 FEET W OF A N-S FENCE, 17 FEET
 EO0594'NW OF A LARGE, LONE SE FENCE CORNER POST, MARK IS SET FLUSH
 EO0594'WITH THE GROUND.
 EO0594'
 EO0594'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0594'BRONZE DISKS SET IN CONCRETE.
 EO0594'
 EO0594'REFERENCE MARK NO. 1 IS N OF THE STATION, 1 FOOT W OF A N-S
 EO0594'FENCE AND PROJECTS 8 INCHES.
 EO0594'
 EO0594'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT N OF AN
 EO0594'E-W FENCE, AND PROJECTS 8 INCHES.
 EO0594'
 EO0594'AZIMUTH MARK IS NNW OF THE STATION ALONG THE GRADED ROAD
 EO0594'THAT RUNS E-W.  IT IS 0.5 MILE E OF THE CATTLE GUARD THAT
 EO0594'LEADS TO THE GRAHAM RANCH, 15 FEET S OF THE CENTER LINE OF
 EO0594'GRADED ROAD, IS SET IN AN E-W FENCE LINE, AND PROJECTS 6 INCHES.
 EO0594'
 EO0594'STATION IS REACHED FROM THE POST OFFICE OF THE SMALL TOWN OF
 EO0594'UMBARGER BY DRIVING SOUTHWESTERLY ON U.S. HIGHWAY 60 FOR 0.7
 EO0594'MILE TO CROSSROADS AND RAILROAD CROSSING.  LEAVE THE HIGHWAY
 EO0594'HERE, TURN LEFT OR S ON A GRADED DIRT ROAD, CROSS THE RAILROAD
 EO0594'TRACKS AND GO 9.6 MILES S TO THE END OF THE N-S GRADED ROAD AT
 EO0594'A T-INTERSECTION.  LEAVE THE GRADED ROAD, TURN RIGHT OR W ON
 EO0594'A TRACK ROAD THAT PASSES THROUGH A CATTLE GUARD AND GO 0.2 MILE
 EO0594'TO A FENCE CORNER.  TURN LEFT OR S ALONG THE W SIDE OF A N-S
 EO0594'FENCE FOR 0.4 MILE TO A T-INTERSECTION.  CONTINUE S ACROSS
 EO0594'COUNTRY ALONG THE W SIDE OF THE FENCE FOR 0.6 MILE TO A SE
 EO0594'FENCE CORNER AND STATION.
 EO0594'
 EO0594'A 15-FOOT STAND CLEARS ALL LINES BUT A HIGHER STAND SHOULD
 EO0594'BE USED TO ELIMINATE A GRAZING LINE TO STATION DICKERSON.
 EO0594
 EO0594                          STATION RECOVERY (1961)
 EO0594
 EO0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0594'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34102-1, STATION 1008.
 EO0594'RECOVERED BY USGS IN 1961.
 EO0594'STATION MARK--STANDARD USC AND GS TABLET SET IN CONCRETE.
 EO0594
 EO0594                          STATION RECOVERY (1984)
 EO0594
 EO0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EO0594'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  A NEW
 EO0594'AZIMUTH MARK HAD BEEN SET WITH NO INFORMATION ON IT.  THE AZIMUTH MARK
 EO0594'WAS POSITIONED AT THIS TIME.  A NEW AND MORE COMPLETE DESCRIPTION
 EO0594'FOLLOWS DUE TO CHANGES.  THE STATION IS LOCATED 24.0 KM (14.90 MI)
 EO0594'SOUTHWEST OF CANYON, 24.0 KM (14.90 MI) WEST OF HEREFORD AND ON THE
 EO0594'GRAHAM RANCH 1.6 KM (1.00 MI) WEST OF THE RANCH HEADQUARTERS.  TO
 EO0594'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY AND U.S HIGHWAY
 EO0594'60 IN UMBARGER, GO SOUTHERLY ON STATE HIGHWAY 168 FOR 5.44 KM (3.40
 EO0594'MI) TO THE JUNCTION OF FARM ROAD 1714.  CONTINUE SOUTH OF STATE
 EO0594'HIGHWAY 168 FOR 7.10 KM (4.40 MI) TO WHERE THE HIGHWAY TURNS EAST AND
 EO0594'A GRAVEL ROAD CONTINUES SOUTH.  GO SOUTH ON A GRAVEL ROAD FOR 0.40 KM
 EO0594'(0.25 MI) TO A T-INTERSECTION AND A GATE ON THE RIGHT.  TURN RIGHT,
 EO0594'PASSING THRU THE GATE, AND GO 0.32 KM (0.20 MI) TO A FENCE CORNER AND
 EO0594'A RIGHT ANGLE TURN IN THE ROAD.  TURN LEFT AND FOLLOW THE ROAD AND
 EO0594'THEN THE FENCE FOR 0.96 KM (0.60 MI) TO THE CORNER OF A FENCE AND THE
 EO0594'STATION ON THE FENCE CORNER.  STATION MARK, STAMPED---MONEY 1935---,
 EO0594'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 EO0594'PROJECTS 0.06 METER.  (0.20 FT) IT IS 2.74 METERS (8.99 FT) NORTH OF
 EO0594'AN EAST-WEST FENCE, 3.66 KMETERS WEST OF A NORTH-SOUTH FENCE AND 5.18
 EO0594'METERS (16.99 FT) NORTHWEST OF THE FENCE CORNER.  REFERENCE MARK 1,
 EO0594'STAMPED---MONEY NO 1 1935---, IS A STANDARD DISK SET IN THE TOP OF A
 EO0594'SQUARE CONCRETE MONUMENT PROJECTING 0.05 METERS.  (0.16 FT) IT IS
 EO0594'37.18 METERS (121.98 FT) NORTH OF THE FENCE CORNER AND 0.30 METER
 EO0594'(0.98 FT) WEST OF THE NORTH-SOUTH FENCE.  REFERENCE MARK 2,
 EO0594'STAMPED---MONEY NO 2 1935---, IS A STANDARD DISK SET IN THE TOP OF A
 EO0594'SQUARE CONCRETE MONUMENT PROJECTING 0.05 METER.  (0.16 FT) IT IS 36.88
 EO0594'METERS (121.00 FT) WEST OF THE FENCE CORNER AND 0.30 METER (0.98 FT)
 EO0594'NORTH OF AN EAST-WEST FENCE.  AZIMUTH MARK, STAMPED---MONEY 1935
 EO0594'1957---, IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 EO0594'MONUMENT FLUSH WITH THE GROUND.  IT IS 0.24 METER (0.79 FT) NORTH OF A
 EO0594'FENCE, 0.61 METER (2.00 FT) NORTHEAST OF A FENCE POST AND 18.29 METERS
 EO0594'(60.01 FT) SOUTH OF THE CENTER OF THE HIGHWAY.  TO REACH THE AZIMUTH
 EO0594'MARK FROM THE GATE, GO EAST ALONG THE FENCE FOR 0.72 KM (0.45 MI) TO
 EO0594'THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0077 ***********************************************************************
 EO0077  DESIGNATION -  MONEY AZ MK 2
 EO0077  PID         -  EO0077
 EO0077  STATE/COUNTY-  TX/RANDALL
 EO0077  USGS QUAD   -  HAPPY HEREFORD RANCH (1984)
 EO0077
 EO0077                         *CURRENT SURVEY CONTROL
 EO0077  ___________________________________________________________________
 EO0077* NAD 83(1986)-  34 48 38.     (N)    102 06 26.     (W)     SCALED    
 EO0077* NAVD 88     -      1173.49   (meters)    3850.0    (feet)  RESET     
 EO0077  ___________________________________________________________________
 EO0077  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 EO0077
 EO0077  VERT ORDER  -  THIRD
 EO0077
 EO0077.The horizontal coordinates were scaled from a topographic map and have
 EO0077.an estimated accuracy of +/- 6 seconds.
 EO0077
 EO0077.The orthometric height was computed from unverified reset data.
 EO0077
 EO0077.The geoid height was determined by GEOID03.
 EO0077
 EO0077;                    North         East    Units  Estimated Accuracy
 EO0077;SPC TX N     - 1,090,090.      144,440.      MT  (+/- 180 meters Scaled)
 EO0077
 EO0077                          SUPERSEDED SURVEY CONTROL
 EO0077
 EO0077.No superseded survey control is available for this station.
 EO0077
 EO0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU646558(NAD 83)
 EO0077_MARKER: DZ = AZIMUTH MARK DISK
 EO0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0077_STAMPING: MONEY 1935 1957
 EO0077_MARK LOGO: CGS   
 EO0077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EO0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0077+STABILITY: SURFACE MOTION
 EO0077
 EO0077  HISTORY     - Date     Condition        Report By
 EO0077  HISTORY     - 1957     MONUMENTED       CGS
 EO0077  HISTORY     - 19841010 GOOD             NGS
 EO0077
 EO0077                          STATION DESCRIPTION
 EO0077
 EO0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EO0077'10.0 MI S FROM UMBARGER.
 EO0077'ABOUT 10.0 MILES DUE SOUTH OF UMBARGER, ALONG THE SOUTH SIDE OF F.M.
 EO0077'HIGHWAY 168, 0.5 MILE EAST OF A TURN IN THE HIGHWAY FROM SOUTH TO EAST
 EO0077'AND UNDER THE SOUTH RIGHT-OF-WAY FENCE.  IT IS ABOUT 1.2 MILES
 EO0077'NORTHEAST FROM TRIANGULATION STATION MONEY AND ABOUT 1/4 MILE WEST OF
 EO0077'THE HIGHEST POINT OF A FLAT DIVIDE.  A STANDARD AZIMUTH DISK STAMPED
 EO0077'MONEY 1935 1957 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.  TO
 EO0077'REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 60 AND F.M. HIGHWAY 168 IN
 EO0077'UMBARGER-- GO SOUTH ON F.M. 168, 01.9 MILES TO A CROSS ROAD. TAKE THE
 EO0077'LEFT FORK AND GO DOWN INTO THE CANYON PASSING TO THE LEFT OF THE DAM
 EO0077'AND RECREATION AREA.  THEN CONTINUE ON THE F.M. HIGHWAY ABOUT 9.0
 EO0077'MILES TO THE TURN TO THE LEFT OR EAST.  THEN CONTINUE ON THE HIGHWAY
 EO0077'0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 EO0077
 EO0077                          STATION RECOVERY (1984)
 EO0077
 EO0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EO0077'THE MARK WAS SET IN 1957 WITH NO OBSERVATIONS MADE.  THE MARK IS
 EO0077'LOCATED ALONG STATE HIGHWAY 168 1853 METERS (6079.4 FT) NORTHEAST OF
 EO0077'THE STATION AND 0.72 KM (0.45 MI) EAST OF THE GATE TO THE STATION.
 EO0077'AZIMUTH MARK, STAMPED---MONEY 1935 1957---, IS A STANDARD DISK SET IN
 EO0077'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 EO0077'0.24 METERS (0.79 FT) NORTH OF A FENCE, 0.61 METERS (2.00 FT)
 EO0077'NORTHEAST OF A FENCE POST AND 18.29 METERS (60.01 FT) SOUTH OF THE
 EO0077'CENTER OF STATE HIGHWAY 168.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1582 ***********************************************************************
 AB1582  DESIGNATION -  MONICA
 AB1582  PID         -  AB1582
 AB1582  STATE/COUNTY-  TX/WILLACY
 AB1582  USGS QUAD   -  PASO REAL (1980)
 AB1582
 AB1582                         *CURRENT SURVEY CONTROL
 AB1582  ___________________________________________________________________
 AB1582* NAD 83(1993)-  26 21 40.61678(N)    097 35 08.98739(W)     ADJUSTED  
 AB1582* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AB1582  ___________________________________________________________________
 AB1582  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 AB1582  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AB1582
 AB1582  HORZ ORDER  -  THIRD
 AB1582
 AB1582.The horizontal coordinates were established by classical geodetic methods
 AB1582.and adjusted by the National Geodetic Survey in February 1996..
 AB1582
 AB1582.The orthometric height was scaled from a topographic map.
 AB1582
 AB1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1582
 AB1582.The geoid height was determined by GEOID03.
 AB1582
 AB1582;                    North         East     Units Scale Factor Converg.
 AB1582;SPC TX S     - 5,077,289.393   391,238.109   MT  0.99995668   +0 24 54.1
 AB1582;SPC TX S     -16,657,740.28  1,283,587.03   sFT  0.99995668   +0 24 54.1
 AB1582;UTM  14      - 2,916,467.884   641,099.886   MT  0.99984581   +0 37 40.9
 AB1582
 AB1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1582!SPC TX S     -   1.00000218  x   0.99995668  =   0.99995886
 AB1582!UTM  14      -   1.00000218  x   0.99984581  =   0.99984799
 AB1582
 AB1582:                Primary Azimuth Mark                     Grid Az
 AB1582:SPC TX S     -  MONICA AZ MK                             178 59 00.2
 AB1582:UTM  14      -  MONICA AZ MK                             178 46 13.4
 AB1582
 AB1582|---------------------------------------------------------------------|
 AB1582| PID    Reference Object                     Distance      Geod. Az  |
 AB1582|                                                           dddmmss.s |
 AB1582| CV2693 MONICA AZ MK                                       1792354.3 |
 AB1582| CV2694 MONICA RM 2                           4.263 METERS 19748     |
 AB1582| AB0576 S 674                                41.938 METERS 30604     |
 AB1582|---------------------------------------------------------------------|
 AB1582
 AB1582                          SUPERSEDED SURVEY CONTROL
 AB1582
 AB1582  NAD 83(1986)-  26 21 40.62891(N)    097 35 08.94947(W) AD(       ) 3
 AB1582  NAD 27      -  26 21 39.37400(N)    097 35 07.99200(W) AD(       ) 3
 AB1582
 AB1582.Superseded values are not recommended for survey control.
 AB1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1582.See file dsdata.txt to determine how the superseded data were derived.
 AB1582
 AB1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4110016468(NAD 83)
 AB1582_MARKER: DS = TRIANGULATION STATION DISK
 AB1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1582
 AB1582  HISTORY     - Date     Condition        Report By
 AB1582  HISTORY     - 1949     MONUMENTED       CGS
 AB1582  HISTORY     - 1959     GOOD             CGS
 AB1582  HISTORY     - 1973     GOOD             TXHD
 AB1582
 AB1582                          STATION DESCRIPTION
 AB1582
 AB1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1582'THE STATION IS LOCATED ABOUT 14.5 MILES SOUTHEAST OF RAYMONDVILLE,
 AB1582'ABOUT 12.5 MILES EAST OF SEBASTAIN, AND ABOUT 8.5 MILES NORTH
 AB1582'OF RIO HONDO AT THE SOUTH EDGE OF A SMALL SETTLEMENT KNOWN AS
 AB1582'SANTA MONICA.  IT IS ON TOP OF A LEVEE FOR A FLOODWAY, 58.0
 AB1582'FEET EAST OF THE INTERSECTION OF A NORTH-SOUTH ROAD AND THE
 AB1582'LEVEE, AND 9.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF A CATTLE
 AB1582'GUARD AND THE LEVEE.  IT IS SET FLUSH WITH THE TOP OF THE LEVEE
 AB1582'AND IS STAMPED MONICA 1949.
 AB1582'
 AB1582'REFERENCE MARK NO. 1 IS 54.0 FEET WEST OF THE CENTER OF A
 AB1582'NORTH-SOUTH ROAD AND 14.3 FEET SOUTH OF A FENCE.  IT IS A
 AB1582'STANDARD INTERNATIONAL BOUNDRY COMMISSION MARK DISK CEMENTED IN
 AB1582'THE TOP OF A 5 INCH GALVANIZED PIPE PROJECTING 2.5 FEET ABOVE
 AB1582'THE GROUND AND IS STAMPED S 674 1942.
 AB1582'
 AB1582'REFERENCE MARK NO. 2 IS 44.0 FEET EAST OF THE CENTER OF THE
 AB1582'INTERSECTION OF A NORTH-SOUTH AND THE LEVEE AND 10.3 FEET SOUTH
 AB1582'OF THE CENTER OF THE LEVEE.  IT IS SET FLUSH WITH THE TOP OF
 AB1582'THE LEVEE AND IS STAMPED MONICA NO 2 1949.
 AB1582'
 AB1582'THE AZIMUTH MARK IS 56.0 FEET EAST OF THE CENTER OF THE
 AB1582'INTERSECTION OF A NORTH-SOUTH ROAD AND THE LEVEE, 11.0 FEET
 AB1582'NORTHWEST OF THE CENTER OF A CATTLE GUARD AND LEVEE AND 0.5
 AB1582'OF A FOOT FROM A LARGE WHITE POST.  IT IS SET FLUSH WITH THE TOP
 AB1582'OF THE LEVEE AND IS STAMPED MONICA 1949.
 AB1582'
 AB1582'TO REACH THE STATION FROM THE POST OFFICE IN LYFORD, GO SOUTH
 AB1582'ON U.S. HIGHWAY NO. 77 FOR 0.65 OF A MILE TO THE INTERSECTION
 AB1582'WITH COUNTY ROUTE NO. 498, TURN LEFT ON COUNTY ROAD NO. 498
 AB1582'AND GO 12.2 MILES TO THE RAILROAD IN PORFIRIO, CONTINUE EAST ON
 AB1582'COUNTY ROAD 498 FOR 0.2 OF A MILE TO A T INTERSECTION WHERE
 AB1582'COUNTY ROAD NO. 498 TURNS LEFT, HERE TURN RIGHT ON A GRAVELED
 AB1582'ROAD AND GO SOUTH-SOUTHEAST FOR 1.65 MILES TO A CROSSROAD
 AB1582'AT A SIGN PAN-AM ON THE LEFT, TURN RIGHT AND GO SOUTH ON A
 AB1582'DIRT ROAD FOR 1.9 MILES TO A T INTERSECTION, TURN LEFT AND GO
 AB1582'ABOUT 60.0 FEET, THENCE RIGHT FOR ABOUT 0.05 OF A MILE TO THE
 AB1582'TOP OF A LEVEE AND THE STATION AS DESCRIBED.
 AB1582'
 AB1582'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON DIRT
 AB1582'ROAD FOR 0.5 OF A MILE TO THE TOP OF A LEVEE AND THE AZIMUTH
 AB1582'MARK ON THE LEFT AS DESCRIBED.
 AB1582
 AB1582                          STATION RECOVERY (1959)
 AB1582
 AB1582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WLF)
 AB1582'STATION RECOVERED IN GOOD CONDITION AND SURROUNDED BY GUARD
 AB1582'POST SET BY TEXAS HIGHWAY DEPT.
 AB1582'
 AB1582'BOTH OF THE REFERENCE MARKS ARE GONE.
 AB1582'
 AB1582'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND PROTECTED
 AB1582'BY ONE GUARD POST.
 AB1582'
 AB1582'TO REACH FOLLOW TEXAS FARM TO MARKET ROAD 1018 FROM U.S.
 AB1582'HIGHWAY 77 ONE HALF MILE NORTH OF SEBASTAIN TO THE END AT THE
 AB1582'INTERSECTION OF FARM TO MARKET ROAD 1420 JUST NORTH OF THE
 AB1582'FLOODWAY LEVEE AT SANTA MONICA.  THE STATION IS ABOUT 70 FEET
 AB1582'EAST OF 1420 IN THE SOUTH EDGE OF THE NORTH LEVEE.  THE AZIMUTH
 AB1582'IS ON THE NORTH EDGE OF THE SOUTH LEVEE ABOUT THE SAME DISTANCE
 AB1582'FROM THE HIGHWAY.
 AB1582
 AB1582                          STATION RECOVERY (1973)
 AB1582
 AB1582'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973 (WEH)
 AB1582'STATION AND AZIMUTH FOUND IN GOOD CONDITION, STAMPINGS NOT
 AB1582'CHECKED, DESCRIPTION ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1447 ***********************************************************************
 DM1447  DESIGNATION -  MONKS
 DM1447  PID         -  DM1447
 DM1447  STATE/COUNTY-  TX/FANNIN
 DM1447  USGS QUAD   -  MONKSTOWN (1980)
 DM1447
 DM1447                         *CURRENT SURVEY CONTROL
 DM1447  ___________________________________________________________________
 DM1447* NAD 83(1993)-  33 47 40.25237(N)    095 55 44.65575(W)     ADJUSTED  
 DM1447* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 DM1447  ___________________________________________________________________
 DM1447  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 DM1447  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DM1447
 DM1447  HORZ ORDER  -  SECOND
 DM1447
 DM1447.The horizontal coordinates were established by classical geodetic methods
 DM1447.and adjusted by the National Geodetic Survey in February 1996..
 DM1447
 DM1447.The orthometric height was scaled from a topographic map.
 DM1447
 DM1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1447
 DM1447.The geoid height was determined by GEOID03.
 DM1447
 DM1447;                    North         East     Units Scale Factor Converg.
 DM1447;SPC TXNC     - 2,238,877.817   838,050.988   MT  0.99995652   +1 24 07.8
 DM1447;SPC TXNC     - 7,345,384.97  2,749,505.62   sFT  0.99995652   +1 24 07.8
 DM1447;UTM  15      - 3,743,230.157   228,811.677   MT  1.00050673   -1 37 48.7
 DM1447;UTM  14      - 3,743,613.153   784,326.970   MT  1.00059673   +1 42 33.3
 DM1447
 DM1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1447!SPC TXNC     -   0.99998087  x   0.99995652  =   0.99993740
 DM1447!UTM  15      -   0.99998087  x   1.00050673  =   1.00048759
 DM1447!UTM  14      -   0.99998087  x   1.00059673  =   1.00057759
 DM1447
 DM1447|---------------------------------------------------------------------|
 DM1447| PID    Reference Object                     Distance      Geod. Az  |
 DM1447|                                                           dddmmss.s |
 DM1447| CY1696 MONKS RM 1                           28.012 METERS 04821     |
 DM1447| CY1695 MONKS AZ MK                                        0881655.5 |
 DM1447| CY1697 MONKS RM 2                           18.495 METERS 15309     |
 DM1447|---------------------------------------------------------------------|
 DM1447
 DM1447                          SUPERSEDED SURVEY CONTROL
 DM1447
 DM1447  NAD 83(1993)-  33 47 40.25292(N)    095 55 44.65518(W) AD(       ) 2
 DM1447  NAD 83(1986)-  33 47 40.25856(N)    095 55 44.64640(W) AD(       ) 2
 DM1447  NAD 27      -  33 47 39.89550(N)    095 55 43.74580(W) AD(       ) 2
 DM1447
 DM1447.Superseded values are not recommended for survey control.
 DM1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1447.See file dsdata.txt to determine how the superseded data were derived.
 DM1447
 DM1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT2881243230(NAD 83)
 DM1447_MARKER: DS = TRIANGULATION STATION DISK
 DM1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1447
 DM1447  HISTORY     - Date     Condition        Report By
 DM1447  HISTORY     - 1955     MONUMENTED       CGS
 DM1447  HISTORY     - 1957     GOOD             CGS
 DM1447  HISTORY     - 19940402 MARK NOT FOUND   USPSQD
 DM1447
 DM1447                          STATION DESCRIPTION
 DM1447
 DM1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DM1447'STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF BONHAM, 14
 DM1447'MILES NORTH OF HONEY GROVE, 6.5 MILES NORTH OF SELFS, AND
 DM1447'4.5 MILES SOUTH OF THE RED RIVER IN THE LOWLANDS OF THE RED
 DM1447'RIVER VALLEY ON THE MONKSTOWN SCHOOL GROUNDS IN MONKSTOWN.
 DM1447'
 DM1447'STATION IS REACHED AS FOLLOWS--FROM THE NORTHWEST CORNER OF
 DM1447'THE SQUARE, IN HONEY GROVE, GO NORTH ON FARM ROAD 100 FOR
 DM1447'7.8 MILES TO SELFS.  CONTINUE NORTH, ON FARM ROAD 100 FOR 7.0
 DM1447'MILES TO GROCERY STORE IN MONKSTOWN.  CONTINUE NORTH, ON FARM
 DM1447'ROAD 100 FOR 0.3 MILE TO MONKSTOWN SCHOOL ON THE LEFT.  TURN
 DM1447'LEFT, ON ROAD INTO SCHOOL GROUNDS, AND GO 0.5 MILE TO STATION.
 DM1447'
 DM1447'STATION, STAMPED MONKS 1955, IS A STANDARD USC AND GS BRONZE
 DM1447'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 DM1447'IS FLUSH WITH THE GROUND.  IT IS 129 FEET SOUTHWEST OF THE
 DM1447'NORTHWEST CORNER OF THE MONKSTOWN SCHOOL, AND 83.5 FEET WEST
 DM1447'SOUTHWEST OF THE SOUTHWEST CORNER.
 DM1447'
 DM1447'R.M. 1, STAMPED MONKS NO 1 1955, IS A STANDARD USC AND GS
 DM1447'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 DM1447'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 41.5 FEET
 DM1447'SOUTH OF THE NORTHWEST CORNER OF SCHOOL, AND ABOUT THE SAME
 DM1447'ELEVATION AS THE STATION.
 DM1447'
 DM1447'R.M. 2, STAMPED MONKS NO 2 1955, IS A STANDARD USC AND GS
 DM1447'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 DM1447'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 98.0 FEET
 DM1447'SOUTHWEST OF THE SOUTHWEST CORNER OF SCHOOL, AND ABOUT THE
 DM1447'SAME ELEVATION AS THE STATION.
 DM1447'
 DM1447'AZIMUTH MARK, STAMPED MONKS 1955, IS A STANDARD USC AND GS
 DM1447'BRONZE DISK SET IN THE TOP OF A 10-INCH CONCRETE MONUMENT
 DM1447'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 24.0
 DM1447'FEET NORTH OF THE CENTER LINE OF DIRT ROAD AND 3.5 FEET NORTH
 DM1447'OF FENCE CORNER.  TO REACH FROM THE STATION GO EAST 0.35
 DM1447'MILE TO AZIMUTH MARK ON THE NORTH SIDE OF ROAD.
 DM1447
 DM1447                          STATION RECOVERY (1957)
 DM1447
 DM1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1447'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1447'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1447'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1447
 DM1447                          STATION RECOVERY (1994)
 DM1447
 DM1447'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2983 ***********************************************************************
 CS2983  DESIGNATION -  MONNIG
 CS2983  PID         -  CS2983
 CS2983  STATE/COUNTY-  TX/TARRANT
 CS2983  USGS QUAD   -  BENBROOK (1981)
 CS2983
 CS2983                         *CURRENT SURVEY CONTROL
 CS2983  ___________________________________________________________________
 CS2983* NAD 83(1993)-  32 38 35.94178(N)    097 24 04.75752(W)     ADJUSTED  
 CS2983* NAVD 88     -                                                        
 CS2983  ___________________________________________________________________
 CS2983  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 CS2983  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2983
 CS2983  HORZ ORDER  -  THIRD
 CS2983
 CS2983.The horizontal coordinates were established by classical geodetic methods
 CS2983.and adjusted by the National Geodetic Survey in February 1996..
 CS2983
 CS2983
 CS2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2983
 CS2983.The geoid height was determined by GEOID03.
 CS2983
 CS2983;                    North         East     Units Scale Factor Converg.
 CS2983;SPC TXNC     - 2,108,839.961   703,073.762   MT  0.99989785   +0 35 57.2
 CS2983;SPC TXNC     - 6,918,752.44  2,306,667.83   sFT  0.99989785   +0 35 57.2
 CS2983;UTM  14      - 3,612,874.767   649,948.083   MT  0.99987726   +0 51 45.0
 CS2983
 CS2983                          SUPERSEDED SURVEY CONTROL
 CS2983
 CS2983  NAD 83(1986)-  32 38 35.94514(N)    097 24 04.73981(W) AD(       ) 4
 CS2983  NAD 27      -  32 38 35.46700(N)    097 24 03.67300(W) AD(       ) 3
 CS2983
 CS2983.Superseded values are not recommended for survey control.
 CS2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2983.See file dsdata.txt to determine how the superseded data were derived.
 CS2983
 CS2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4994812875(NAD 83)
 CS2983
 CS2983  HISTORY     - Date     Condition        Report By
 CS2983  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2983  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2983  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CS2983  HISTORY     - 20051119 GOOD             USPSQD
 CS2983
 CS2983                          STATION DESCRIPTION
 CS2983
 CS2983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2983'THE INTERSECTION STATION IS IN THE SW PART OF TARRANT COUNTY ABOUT
 CS2983'9 MILES FROM THE COURTHOUSE IN FORT WORTH, ON THE HIGHEST GROUND
 CS2983'IN PASTURE LAND OF J.D. HOWELL.  THE STATION IS MARKED BY A 3-FOOT
 CS2983'STEEL ROD DRIVEN FLUSH WITH THE GROUND.  THE STATION IS 20 FEET
 CS2983'N OF AN E-W PASTURE FENCE, 390 FEET W OF ANGLE IN PASTURE FENCE,
 CS2983'AND 716 FEET E OF A SW PASTURE FENCE CORNER AT NE CORNER OF MR.
 CS2983'HOWELLS TENANT HOUSE.
 CS2983
 CS2983                          STATION RECOVERY (1996)
 CS2983
 CS2983'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2983'MARK NOT FOUND.
 CS2983
 CS2983                          STATION RECOVERY (2002)
 CS2983
 CS2983'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CS2983'MARK NOT FOUND.
 CS2983
 CS2983                          STATION RECOVERY (2005)
 CS2983
 CS2983'RECOVERY NOTE BY US POWER SQUADRON 2005 (MDC)
 CS2983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6050 ***********************************************************************
 AW6050  DESIGNATION -  MONROE
 AW6050  PID         -  AW6050
 AW6050  STATE/COUNTY-  TX/CHAMBERS
 AW6050  USGS QUAD   -  MONROE CITY (1994)
 AW6050
 AW6050                         *CURRENT SURVEY CONTROL
 AW6050  ___________________________________________________________________
 AW6050* NAD 83(1993)-  29 47 19.40016(N)    094 34 26.14584(W)     ADJUSTED  
 AW6050* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AW6050  ___________________________________________________________________
 AW6050  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AW6050  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW6050
 AW6050  HORZ ORDER  -  SECOND
 AW6050
 AW6050.The horizontal coordinates were established by classical geodetic methods
 AW6050.and adjusted by the National Geodetic Survey in February 1996..
 AW6050
 AW6050.The orthometric height was scaled from a topographic map.
 AW6050
 AW6050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6050
 AW6050.The geoid height was determined by GEOID03.
 AW6050
 AW6050;                    North         East     Units Scale Factor Converg.
 AW6050;SPC TXSC     - 4,224,807.124 1,027,809.511   MT  0.99989450   +2 10 06.2
 AW6050;SPC TXSC     -13,860,888.04  3,372,071.70   sFT  0.99989450   +2 10 06.2
 AW6050;SPC TX C     - 3,027,945.464 1,256,685.766   MT  1.00010368   +2 57 59.2
 AW6050;SPC TX C     - 9,934,184.41  4,122,976.55   sFT  1.00010368   +2 57 59.2
 AW6050;UTM  15      - 3,296,412.706   347,867.867   MT  0.99988556   -0 46 55.5
 AW6050
 AW6050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6050!SPC TXSC     -   1.00000319  x   0.99989450  =   0.99989769
 AW6050!SPC TX C     -   1.00000319  x   1.00010368  =   1.00010687
 AW6050!UTM  15      -   1.00000319  x   0.99988556  =   0.99988875
 AW6050
 AW6050|---------------------------------------------------------------------|
 AW6050| PID    Reference Object                     Distance      Geod. Az  |
 AW6050|                                                           dddmmss.s |
 AW6050| CW1045 MONROE RM 1                          17.599 METERS 21055     |
 AW6050| AW6056 ANAHUAC MUNICIPAL TANK              APPROX.10.5 KM 2564023.9 |
 AW6050| CW1044 MONROE AZ MK                                       2690520.4 |
 AW6050| CW1046 MONROE RM 2                          16.038 METERS 32340     |
 AW6050|---------------------------------------------------------------------|
 AW6050
 AW6050                          SUPERSEDED SURVEY CONTROL
 AW6050
 AW6050  NAD 83(1993)-  29 47 19.41697(N)    094 34 26.13189(W) AD(       ) 2
 AW6050  NAD 83(1986)-  29 47 19.41827(N)    094 34 26.12796(W) AD(       ) 2
 AW6050  NAD 27      -  29 47 18.62500(N)    094 34 25.43300(W) AD(       ) 2
 AW6050
 AW6050.Superseded values are not recommended for survey control.
 AW6050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6050.See file dsdata.txt to determine how the superseded data were derived.
 AW6050
 AW6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN4786896413(NAD 83)
 AW6050_MARKER: DS = TRIANGULATION STATION DISK
 AW6050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6050
 AW6050  HISTORY     - Date     Condition        Report By
 AW6050  HISTORY     - 1951     MONUMENTED       CGS
 AW6050  HISTORY     - 1961     GOOD             CGS
 AW6050  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW6050
 AW6050                          STATION DESCRIPTION
 AW6050
 AW6050'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW6050'THE STATION IS LOCATED ABOUT 0.9 MILE EAST OF MONROE CITY NEAR
 AW6050'THE WEST EDGE OF A PASTURE, 100 FEET NORTH OF THE CENTER OF AN
 AW6050'EAST-WEST ROAD, 30 FEET EAST OF A NORTH-SOUTH FENCE LINE, 20
 AW6050'FEET WEST OF AN IRRIGATION DITCH AND 2 FEET SOUTHWEST OF A
 AW6050'WITNESS POST.  IT IS STAMPED MONROE 1951 AND PROJECTS 5 INCHES.
 AW6050'
 AW6050'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF PASTURE, 51 FEET
 AW6050'NORTH OF THE NORTH END OF A CATTLE GUARD AND 1 FOOT EAST OF
 AW6050'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MONROE NO 1 1951 AND
 AW6050'PROJECTS 5 INCHES.
 AW6050'
 AW6050'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF PASTURE, 142 FEET
 AW6050'NORTH OF THE NORTH END OF A CATTLE GUARD AND 1 FOOT EAST OF A
 AW6050'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MONROE NO 2 1951 AND
 AW6050'PROJECTS 5 INCHES.
 AW6050'
 AW6050'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 91.95 FEET.
 AW6050'
 AW6050'THE AZIMUTH MARK IS IN THE WEST EDGE OF A PASTURE, 36 FEET
 AW6050'SOUTH OF THE SOUTH END OF A CATTLE GUARD, 2 FEET SOUTHEAST OF
 AW6050'A WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 AW6050'IT IS STAMPED MONROE 1951 AND PROJECTS 4 INCHES.
 AW6050'
 AW6050'TO REACH THE STATION FROM THE INTERSECTION JUST EAST OF THE
 AW6050'POST OFFICE IN MONROE CITY, GO SOUTH FOR 0.05 MILE TO A CATTLE
 AW6050'GUARD ON LEFT AND AZIMUTH MARK JUST SOUTH AS DESCRIBED, TURN LEFT
 AW6050'THROUGH CATTLE GUARD AND GO EAST ON GRAVELED ROAD FOR 0.8
 AW6050'MILE TO STATION ON LEFT AS DESCRIBED.
 AW6050'
 AW6050'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AW6050
 AW6050                          STATION RECOVERY (1961)
 AW6050
 AW6050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AMG)
 AW6050'THE STATION, AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE
 AW6050'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE STATION IS
 AW6050'328.5 FEET SOUTH OF THE CENTER LINE OF THE CONCRETE STATE
 AW6050'HIGHWAY T-73, OTHERWISE THE ORIGINAL DESCRIPTION IS STILL GOOD.
 AW6050
 AW6050                          STATION RECOVERY (2004)
 AW6050
 AW6050'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1061 ***********************************************************************
 CT1061  DESIGNATION -  MONROE
 CT1061  PID         -  CT1061
 CT1061  STATE/COUNTY-  TX/SHACKELFORD
 CT1061  USGS QUAD   -  COLLINS CREEK SW (1987)
 CT1061
 CT1061                         *CURRENT SURVEY CONTROL
 CT1061  ___________________________________________________________________
 CT1061* NAD 83(1993)-  32 50 45.19437(N)    099 24 14.47545(W)     ADJUSTED  
 CT1061* NAVD 88     -       566.7    (meters)    1859.     (feet)  VERTCON   
 CT1061  ___________________________________________________________________
 CT1061  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CT1061  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CT1061
 CT1061  HORZ ORDER  -  FIRST
 CT1061
 CT1061.The horizontal coordinates were established by classical geodetic methods
 CT1061.and adjusted by the National Geodetic Survey in February 1996..
 CT1061
 CT1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1061
 CT1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1061
 CT1061.The geoid height was determined by GEOID03.
 CT1061
 CT1061;                    North         East     Units Scale Factor Converg.
 CT1061;SPC TXNC     - 2,131,127.546   515,381.047   MT  0.99987903   -0 29 35.0
 CT1061;SPC TXNC     - 6,991,874.29  1,690,879.32   sFT  0.99987903   -0 29 35.0
 CT1061;UTM  14      - 3,634,274.509   462,192.437   MT  0.99961762   -0 13 08.9
 CT1061
 CT1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1061!SPC TXNC     -   0.99991561  x   0.99987903  =   0.99979465
 CT1061!UTM  14      -   0.99991561  x   0.99961762  =   0.99953326
 CT1061
 CT1061|---------------------------------------------------------------------|
 CT1061| PID    Reference Object                     Distance      Geod. Az  |
 CT1061|                                                           dddmmss.s |
 CT1061| CX7779 MONROE RM 1                          21.171 METERS 20132     |
 CT1061| CX7780 MONROE RM 2                          27.294 METERS 24434     |
 CT1061| CX7778 MONROE AZ MK                                       2722947.4 |
 CT1061|---------------------------------------------------------------------|
 CT1061
 CT1061                          SUPERSEDED SURVEY CONTROL
 CT1061
 CT1061  NAD 83(1993)-  32 50 45.19769(N)    099 24 14.46788(W) AD(       ) 1
 CT1061  NAD 83(1986)-  32 50 45.20006(N)    099 24 14.46653(W) AD(       ) 1
 CT1061  NAD 27      -  32 50 44.78300(N)    099 24 13.17700(W) AD(       ) 1
 CT1061  NGVD 29 (07/19/86)  566.5    (m)         1859.     (f) VERT ANG       
 CT1061
 CT1061.Superseded values are not recommended for survey control.
 CT1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1061.See file dsdata.txt to determine how the superseded data were derived.
 CT1061
 CT1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB6219234275(NAD 83)
 CT1061_MARKER: DD = SURVEY DISK
 CT1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1061
 CT1061  HISTORY     - Date     Condition        Report By
 CT1061  HISTORY     - 1935     MONUMENTED       USGS
 CT1061  HISTORY     - 1957     GOOD             CGS
 CT1061  HISTORY     - 1965     GOOD             USGS
 CT1061
 CT1061                          STATION DESCRIPTION
 CT1061
 CT1061'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 CT1061'STATION IS LOCATED ON THE LAND OF MR. J.H. NAIL IN SECTION 121,
 CT1061'10-1/2 MILES NW OF ALBANY AND 7-3/4 MILES S OF THE
 CT1061'SHACKELFORD-THROCKMORTON COUNTY LINE.  STATION IS AT THE SOUTH END
 CT1061'OF A PRACTICALLY UNIFORM RIDGE AND ON THE HIGHEST PART.
 CT1061'
 CT1061'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CT1061'CONCRETE.
 CT1061'
 CT1061'UNDERGROUND MARK IS A STANDARD BRONZE DISK IN BEDROCK.
 CT1061'
 CT1061'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 CT1061'IN BOULDERS.
 CT1061'
 CT1061'REFERENCE MARK NO. 1 IS S OF STATION SET IN BOULDER.
 CT1061'
 CT1061'REFERENCE MARK NO. 2 IS SSW OF STATION, SET IN BOULDER.
 CT1061'
 CT1061'AZIMUTH MARK IS W OF STATION.  REACHED BY GOING W THROUGH
 CT1061'PASTURE FOR 0.9 MILE.  MARK IS SET 30 FEET E OF A N-S TRAIL.
 CT1061'
 CT1061'THIS STATION MAY NOT BE IDENTICAL WITH OLD U.S.G.S., STATION
 CT1061'AS ROCK MAY HAVE BEEN MOVED.  THE OLD U.S.G.S. MARK WAS FOUND
 CT1061'IN A LOOSE BOULDER WHICH WAS NOT IN GOOD CONDITION.  THE NEW
 CT1061'MARK WAS PLUMBED OVER OLD U.S.G.S. MARK.
 CT1061'
 CT1061'TO REACH STATION FROM THE COURTHOUSE IN ALBANY, GO N ON U.S.
 CT1061'HIGHWAY 80, FOR ONE BLOCK, THEN TURN LEFT (W) AT MC LEMORE HOTEL,
 CT1061'FOR 1 BLOCK, THEN TURN RIGHT (N) FOR 1 BLOCK, THEN TURN LEFT
 CT1061'(W) BEFORE CROSSING RAILROAD AT OIL WELL SUPPLY COMPANY, FOR
 CT1061'1.8 MILES OR FOR 0.95 MILE AFTER CROSSING RAILROAD, THEN TAKE
 CT1061'MAIN RIGHT FORK AWAY FROM RAILROAD FOR 1.4 MILES, THEN KEEP
 CT1061'MAIN RIGHT FORK AFTER CROSSING BRIDGE FOR 1.55 MILES, THEN PASS
 CT1061'THROUGH CATTLE GUARD THROUGH W.I. COOK ESTATE, AND GO 2.05
 CT1061'MILES, THEN TAKE MAIN RIGHT ROAD 45 DEG TO THE LEFT FOR 0.35
 CT1061'MILE, THEN TURN RIGHT OFF MAIN ROAD AT ROWS OF DWELLINGS
 CT1061'ON LEFT AND GO N FOR 0.55 MILE, THEN TAKE LEFT FORK AT
 CT1061'WATER TUBS ON LEFT FOR 1.7 MILES TO CATTLE GUARD.  PASS
 CT1061'THROUGH CATTLE GUARD AND KEEP RIGHT FORK AT NEXT CATTLE
 CT1061'GUARD FOR 3.9 MILES TURN SHARP RIGHT AND FOLLOW DIM
 CT1061'PASTURE ROAD THAT TURNS E ALONG S SIDE OF RIDGE FOR 0.9
 CT1061'MILE TO A FRAME SHED AND STATION IS ON TOP OF HILL ABOUT 200
 CT1061'YARDS TO THE N BY E.
 CT1061
 CT1061                          STATION RECOVERY (1957)
 CT1061
 CT1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1061'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1061'CONDITION.
 CT1061'
 CT1061'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--TO REACH
 CT1061'FROM ALBANY, FROM THE JUNCTION U.S. HIGHWAYS 183, 283 AND 380
 CT1061'AND FARM ROAD 1084, GO WEST ON FARM ROAD 1084 FOR 7.2 MILES
 CT1061'TO FORKS JUST PAST THE END OF THE HARD SURFACED ROAD, CONTINUE
 CT1061'TO THE RIGHT ON THE MAIN ROAD FOR 0.55 MILE TO FORKS, TAKE
 CT1061'LEFT FORK FOR 1.7 MILES TO FORKS, TAKE RIGHT FORK ON MAIN ROAD
 CT1061'FOR 1.15 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 CT1061'CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 2.7 MILES TO FORKS,
 CT1061'TAKE RIGHT FORK FOR A FEW YARDS TO AZIMUTH MARK ON THE RIGHT
 CT1061'(THE AZIMUTH MARK IS ABOUT 100 YARDS NORTHEAST OF THE CENTER
 CT1061'ON THE ROAD FORKS), CONTINUE ON RIGHT FORK FOR 0.4 MILE TO
 CT1061'CROSS-TRAILS, TURN RIGHT AND FOLLOW PASTURE ROAD
 CT1061'EAST-SOUTHEAST FOR 1.0 MILE.  THE STATION IS ON TOP OF THE
 CT1061'KNOLL ABOUT 100 YARDS TO THE LEFT.
 CT1061
 CT1061                          STATION RECOVERY (1965)
 CT1061
 CT1061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT1061'STATION WAS RECOVERED.
 CT1061'
 CT1061'NEW TO REACH--FROM THE POST OFFICE IN ALBANY, GO W AND N ON
 CT1061'FARM ROAD 1084 FOR 7.1 MILES TO END OF PAVEMENT.  CONTINUE
 CT1061'ON MAIN TRAVELED ROAD FOR 2.3 MILES TO Y-ROAD.  TAKE RIGHT FORK
 CT1061'FOR 3.7 MILES TO Y-ROAD.  TAKE RIGHT FORK FOR 0.4 MILE TO
 CT1061'TRACK ROAD RIGHT.  FOLLOW TRACK ROAD E FOR 1 MILE TO SADDLE.
 CT1061'TURN LEFT (N) UP RIDGE FOR 0.1 MILE TO TOP AND STATION.
 CT1061'
 CT1061'STATION MARK--STANDARD USC AND GS DISK IN CONCRETE POST PROJECTING
 CT1061'0.3 FT., STAMPED ---MONROE USGS 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3156 ***********************************************************************
 CS3156  DESIGNATION -  MONROE 2
 CS3156  PID         -  CS3156
 CS3156  STATE/COUNTY-  TX/TARRANT
 CS3156  USGS QUAD   -  ALEDO (1981)
 CS3156
 CS3156                         *CURRENT SURVEY CONTROL
 CS3156  ___________________________________________________________________
 CS3156* NAD 83(1993)-  32 38 19.08909(N)    097 30 51.29828(W)     ADJUSTED  
 CS3156* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 CS3156  ___________________________________________________________________
 CS3156  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CS3156  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CS3156
 CS3156  HORZ ORDER  -  SECOND
 CS3156
 CS3156.The horizontal coordinates were established by classical geodetic methods
 CS3156.and adjusted by the National Geodetic Survey in February 1996..
 CS3156
 CS3156.The orthometric height was scaled from a topographic map.
 CS3156
 CS3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3156
 CS3156.The geoid height was determined by GEOID03.
 CS3156
 CS3156;                    North         East     Units Scale Factor Converg.
 CS3156;SPC TXNC     - 2,108,215.784   692,484.495   MT  0.99989843   +0 32 15.4
 CS3156;SPC TXNC     - 6,916,704.62  2,271,926.21   sFT  0.99989843   +0 32 15.4
 CS3156;UTM  14      - 3,612,201.914   639,362.222   MT  0.99983949   +0 48 05.2
 CS3156
 CS3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3156!SPC TXNC     -   0.99996184  x   0.99989843  =   0.99986028
 CS3156!UTM  14      -   0.99996184  x   0.99983949  =   0.99980134
 CS3156
 CS3156:                Primary Azimuth Mark                     Grid Az
 CS3156:SPC TXNC     -  FORT WORTH WTR DEPT CALMONT TK           035 58 02.1
 CS3156:UTM  14      -  FORT WORTH WTR DEPT CALMONT TK           035 42 12.3
 CS3156
 CS3156|---------------------------------------------------------------------|
 CS3156| PID    Reference Object                     Distance      Geod. Az  |
 CS3156|                                                           dddmmss.s |
 CS3156| CS2982 FORT WORTH WTR DEPT CALMONT TK      APPROX.13.2 KM 0363017.5 |
 CS3156| CY1698 MONROE RM 1                           7.307 METERS 04103     |
 CS3156| CS2980 FORT WORTH ARLINGTN HTS MUN TK      APPROX.15.2 KM 0444614.6 |
 CS3156| AI0269 MONROE AZ MK                                       0453105.4 |
 CS3156| CY2589 MONROE RM 2                           5.244 METERS 21656     |
 CS3156|---------------------------------------------------------------------|
 CS3156
 CS3156                          SUPERSEDED SURVEY CONTROL
 CS3156
 CS3156  NAD 83(1986)-  32 38 19.09273(N)    097 30 51.27963(W) AD(       ) 2
 CS3156  NAD 27      -  32 38 18.61300(N)    097 30 50.20900(W) AD(       ) 2
 CS3156
 CS3156.Superseded values are not recommended for survey control.
 CS3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3156.See file dsdata.txt to determine how the superseded data were derived.
 CS3156
 CS3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3936212202(NAD 83)
 CS3156_MARKER: DD = SURVEY DISK
 CS3156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3156
 CS3156  HISTORY     - Date     Condition        Report By
 CS3156  HISTORY     - 1946     MONUMENTED       USE
 CS3156  HISTORY     - 1957     GOOD             CGS
 CS3156  HISTORY     - 1962     GOOD             CGS
 CS3156  HISTORY     - 1980     GOOD             NGS
 CS3156  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS3156
 CS3156                          STATION DESCRIPTION
 CS3156
 CS3156'DESCRIBED BY US ENGINEERS 1946 (GAN)
 CS3156'STATION WAS ESTABLISHED PREVIOUS TO THE DESTRUCTION OF STATION
 CS3156'MONROE.
 CS3156'
 CS3156'IT IS ONE FOOT W OF THE FENCE LINE ON THE E SIDE OF U.S. HIGHWAY
 CS3156'377, 4 MILES SW OF THE VILLAGE OF BENBROOK WHICH IS ABOUT
 CS3156'8 MILES SW OF FORT WORTH.
 CS3156'
 CS3156'THE MARK IS A STANDARD U.S. ENGINEERS BRONZE DISK UNSTAMPED
 CS3156'SET IN A BLOCK OF CONCRETE 12 INCHES IN CROSS-SECTION.  IT
 CS3156'PROJECTS ABOUT 2 INCHES ABOVE GROUND LEVEL AND IS 30 INCHES
 CS3156'DEEP.
 CS3156
 CS3156                          STATION RECOVERY (1957)
 CS3156
 CS3156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 CS3156'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 CS3156'MARKS AND THE AZIMUTH MARK FOR STATION MONROE 1946 WERE FOUND
 CS3156'IN GOOD CONDITION AND WERE ESTABLISHED FOR REFERENCE FOR MONROE
 CS3156'2 IN 1957.  A COMPLETE DESCRIPTION IS AS FOLLOWS-
 CS3156'
 CS3156'STATION IS A U.S.E.D. BRONZE DISK IS A CONCRETE MONUMENT
 CS3156'PROJECTING ABOUT 2 INCHES.  IT IS AT THE TOP OF THE HIGHWAY
 CS3156'CUTBANK 1 FOOT NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE
 CS3156'ALONG U.S. HIGHWAY 377, 4-1/2 MILES SOUTHWEST OF BENBROOK AND
 CS3156'ABOUT 13 MILES SOUTHWEST OF THE CENTER OF FORT WORTH.  IT IS AT
 CS3156'THE TOP OF THE FIRST DIVIDE NORTHEAST OF THE TRINITY RIVER, 25
 CS3156'FEET NORTHEAST OF A BRACE POST AND 40 FEET SOUTHWEST OF ANOTHER
 CS3156'BRACE POST IN THE RIGHT-OF-WAY FENCE.
 CS3156'
 CS3156'REFERENCE MARK NO. 1 IS A STANDARD C. AND G.S. DISK, STAMPED
 CS3156'MONROE 1946 NO. 1 IN A CONCRETE POST PROJECTING ABOUT 1 INCH
 CS3156'AND IS 1 FOOT NORTH WEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CS3156'
 CS3156'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MONROE 1946
 CS3156'NO. 2 IN A CONCRETE POST PROJECTING ABOUT 2 INCH AND IS 1 FOOT
 CS3156'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 CS3156'
 CS3156'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MONROE 1946, IN A
 CS3156'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES, 1 FOOT SOUTHEAST
 CS3156'OF THE NORTHWEST RIGHT-OF-WAY FENCE AND IS NEAR THE SOUTHWEST
 CS3156'SLOPE OF THE FIRST DIVIDE NORTHEAST OF THE STATION AND 4 FEET
 CS3156'SOUTHWEST OF A PROMINENT FENCE POST.
 CS3156'
 CS3156'TO REACH THE STATION FROM BENBROOK.  GO SOUTHWEST ON THE HIGHWAY
 CS3156'FROM THE CROSS STREETS, 03.9 MILES TO THE AZIMUTH MARK ON THE
 CS3156'RIGHT.  THEN CONTINUE 0.6 MILE TO THE STATION ON THE LEFT.
 CS3156
 CS3156                          STATION RECOVERY (1962)
 CS3156
 CS3156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS3156'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS3156'MARK WERE RECOVERED IN GOOD CONDITION.  WITNESS POSTS WERE SET
 CS3156'AT THE STATION MARK AND AZIMUTH MARK.
 CS3156'
 CS3156'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 12
 CS3156'MILES SOUTHWEST OF FORT WORTH, 4 MILES SOUTHWEST OF BENBROOK,
 CS3156'AND 2 MILES WEST OF THE WEST SIDE OF BENBROOK LAKE, AT THE
 CS3156'TOP OF THE DIVIDE NORTHEAST OF THE TRINITY RIVER, ALONG THE
 CS3156'SOUTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 377.
 CS3156'
 CS3156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80, 180,
 CS3156'377 AND STATE HIGHWAY 183 IN THE WEST PART OF FORT WORTH, GO
 CS3156'SOUTHERLY ON U.S. HIGHWAY 377 FOR 0.4 MILE TO THE CIRCLE AND
 CS3156'JUNCTION OF LOOP 217, CONTINUE, SOUTHWEST, ON U.S. HIGHWAY
 CS3156'377 FOR 4.9 MILES TO ENTRANCE TO THE BENBROOK LAKE.  CONTINUE ON
 CS3156'U.S. HIGHWAY 377 FOR 1.35 MILES TO THE AZIMUTH MARK ON THE
 CS3156'RIGHT.  CONTINUE ON U.S. HIGHWAY 377 FOR 0.6 MILE TO THE SUMMIT
 CS3156'OF THE ROAD AND THE STATION ON THE LEFT.
 CS3156'
 CS3156'STATION MARK, A U.S. ENGINEER DEPARTMENT BRONZE DISK, NO STAMPING,
 CS3156'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES.
 CS3156'IT IS 244 FEET SOUTHWEST OF A T.E. MERCER T-R-J RANCH REGISTERED
 CS3156'HEREFORDS SIGN, 59 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 CS3156'HIGHWAY 377, 25 FEET NORTHEAST OF A BRACED FENCE POST, 40 FEET
 CS3156'SOUTHWEST OF A BRACED FENCE POST, AND 1 FOOT NORTHWEST OF A
 CS3156'METAL WITNESS POST IN THE FENCE LINE.
 CS3156'
 CS3156'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MONROE NO 1 1946, IS
 CS3156'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES.
 CS3156'IT IS 220 FEET SOUTHWEST OF THE REGISTERED HEREFORDS SIGN, 25
 CS3156'FEET EAST OF THE METAL WITNESS POST, AND 1 FOOT NORTHWEST
 CS3156'OF THE RIGHT-OF-WAY FENCE.
 CS3156'
 CS3156'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MONROE NO 2 1946,
 CS3156'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES.
 CS3156'IT IS 260 FEET SOUTHWEST OF THE REGISTERED HEREFORDS SIGN, 16 FEET
 CS3156'WEST OF THE METAL WITNESS POST, AND 1 FOOT NORTHWEST OF THE
 CS3156'RIGHT-OF-WAY FENCE.
 CS3156'
 CS3156'AZIMUTH MARK, A STANDARD DISK STAMPED MONROE 1946, IS SET IN
 CS3156'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 CS3156'IS 63 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 377, ABOUT
 CS3156'100 FEET SOUTHWEST OF THE HIGHEST PART OF HILL AND ABOUT 4 FEET
 CS3156'ABOVE THE HIGHWAY, AND 1 FOOT SOUTH OF A METAL WITNESS POST IN
 CS3156'THE RIGHT-OF-WAY FENCE.
 CS3156'
 CS3156'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CS3156
 CS3156                          STATION RECOVERY (1980)
 CS3156
 CS3156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CS3156'THE STATION DISKS WERE IN GOOD CONDITION.  THE REFERENCE MARKS HAVE
 CS3156'BEEN MOVED AND ON TOP OF THE GROUND.  THE OLD 1946 AZIMUTH WAS IN GOOD
 CS3156'CONDITION AND WILL NOT BE DISTURBED.  THE STATION WILL BE DESTROYED
 CS3156'DURING HIGHWAY CONSTRUCTION.
 CS3156
 CS3156                          STATION RECOVERY (2005)
 CS3156
 CS3156'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS3156'EXTENSIVE HIGHWAY WORK IN THIS AREA BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0971 ***********************************************************************
 EN0971  DESIGNATION -  MONT
 EN0971  PID         -  EN0971
 EN0971  STATE/COUNTY-  TX/HALL
 EN0971  USGS QUAD   -  BRICE (1985)
 EN0971
 EN0971                         *CURRENT SURVEY CONTROL
 EN0971  ___________________________________________________________________
 EN0971* NAD 83(1993)-  34 38 46.09899(N)    100 55 41.99280(W)     ADJUSTED  
 EN0971* NAVD 88     -       672.1    (meters)    2205.     (feet)  VERTCON   
 EN0971  ___________________________________________________________________
 EN0971  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EN0971  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EN0971
 EN0971  HORZ ORDER  -  THIRD
 EN0971
 EN0971.The horizontal coordinates were established by classical geodetic methods
 EN0971.and adjusted by the National Geodetic Survey in February 1996..
 EN0971
 EN0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0971
 EN0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0971
 EN0971.The geoid height was determined by GEOID03.
 EN0971
 EN0971;                    North         East     Units Scale Factor Converg.
 EN0971;SPC TX N     - 1,071,833.498   252,410.008   MT  1.00000090   +0 19 52.7
 EN0971;SPC TX N     - 3,516,507.07    828,115.17   sFT  1.00000090   +0 19 52.7
 EN0971;UTM  14      - 3,835,493.431   323,270.516   MT  0.99998498   -1 05 47.6
 EN0971
 EN0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0971!SPC TX N     -   0.99989885  x   1.00000090  =   0.99989975
 EN0971!UTM  14      -   0.99989885  x   0.99998498  =   0.99988383
 EN0971
 EN0971                          SUPERSEDED SURVEY CONTROL
 EN0971
 EN0971  NAD 83(1993)-  34 38 46.10045(N)    100 55 41.99002(W) AD(       ) 3
 EN0971  NAD 83(1986)-  34 38 46.10476(N)    100 55 41.98600(W) AD(       ) 3
 EN0971  NGVD 29 (01/19/93)  671.8    (m)         2204.     (f) VERT ANG       
 EN0971
 EN0971.Superseded values are not recommended for survey control.
 EN0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0971.See file dsdata.txt to determine how the superseded data were derived.
 EN0971
 EN0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2327135493(NAD 83)
 EN0971_MARKER: DD = SURVEY DISK
 EN0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0971+STABILITY: SURFACE MOTION
 EN0971
 EN0971  HISTORY     - Date     Condition        Report By
 EN0971  HISTORY     - 1954     MONUMENTED       USGS
 EN0971
 EN0971                          STATION DESCRIPTION
 EN0971
 EN0971'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0971'STATION IS LOCATED ABOUT 17.0 MI. NNW. OF TURKEY, 13.0 MI. WSW. OF
 EN0971'LAKEVIEW, AND ABOUT 1.0 MI. N. OF THE RED RIVER ON THE HIGHEST POINT
 EN0971'OF A BARE HILL ABOUT 0.2 MI. E. OF HIGHWAY 70.
 EN0971'
 EN0971'TO REACH FROM THE POST OFFICE IN TURKEY, GO E. ON STATE HIGHWAY 86 FOR
 EN0971'1.2 MI. TO JUNCTION OF HIGHWAY 86 AND 70, TURN LEFT (NW.) ON STATE
 EN0971'HIGHWAY 70 AND GO 17.6 MI. TO N. END OF BRIDGE OVER RED RIVER,
 EN0971'CONTINUE ON N. ON HIGHWAY 70 FOR 1.0 MI. TO TRACK RD. E., GO RIGHT
 EN0971'(E.) ON TRACK RD. FOR 0.4 MI. TO FORK, TAKE LEFT FORK E. AND N. FOR
 EN0971'0.3 MI., TURN LEFT ACROSS COUNTRY FOR 0.1 MI. TO TOP OF HILL AND
 EN0971'STATION.
 EN0971'
 EN0971'STATION MARK--A STANDARD TABLET STAMPED---MONT 1954---, SET IN TOP
 EN0971'OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0971'
 EN0971'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---MONT NO.
 EN0971'1 1954---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FT.
 EN0971'ABOVE GROUND, 91.09 FT. FROM STATION MARK BEARING N 4 13 W.
 EN0971'
 EN0971'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---MONT NO.
 EN0971'2 1954---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FT.
 EN0971'ABOVE GROUND, 60.61 FT. FROM STATION MARK BEARING N 81 01 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6212 ***********************************************************************
 AW6212  DESIGNATION -  MONT BELVIEU MUNICIPAL TANK
 AW6212  PID         -  AW6212
 AW6212  STATE/COUNTY-  TX/CHAMBERS
 AW6212  USGS QUAD   -  MONT BELVIEU (1994)
 AW6212
 AW6212                         *CURRENT SURVEY CONTROL
 AW6212  ___________________________________________________________________
 AW6212* NAD 83(1993)-  29 51 06.26586(N)    094 53 35.14690(W)     ADJUSTED  
 AW6212* NAVD 88     -                                                        
 AW6212  ___________________________________________________________________
 AW6212  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6212  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6212
 AW6212  HORZ ORDER  -  THIRD
 AW6212
 AW6212.The horizontal coordinates were established by classical geodetic methods
 AW6212.and adjusted by the National Geodetic Survey in February 1996..
 AW6212
 AW6212
 AW6212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6212
 AW6212.The geoid height was determined by GEOID03.
 AW6212
 AW6212;                    North         East     Units Scale Factor Converg.
 AW6212;SPC TXSC     - 4,230,662.206   996,727.820   MT  0.99990380   +2 00 43.3
 AW6212;SPC TXSC     -13,880,097.59  3,270,097.86   sFT  0.99990380   +2 00 43.3
 AW6212;UTM  15      - 3,303,861.318   317,127.536   MT  1.00001263   -0 56 33.2
 AW6212
 AW6212                          SUPERSEDED SURVEY CONTROL
 AW6212
 AW6212  NAD 83(1986)-  29 51 06.28243(N)    094 53 35.12886(W) AD(       ) 4
 AW6212  NAD 27      -  29 51 05.48136(N)    094 53 34.40208(W) AD(       ) 3
 AW6212
 AW6212.Superseded values are not recommended for survey control.
 AW6212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6212.See file dsdata.txt to determine how the superseded data were derived.
 AW6212
 AW6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1712803861(NAD 83)
 AW6212_MARKER: 53 = ELEVATED TANK
 AW6212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6212+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2003
 AW6212
 AW6212  HISTORY     - Date     Condition        Report By
 AW6212  HISTORY     - 1951     FIRST OBSERVED   CGS
 AW6212  HISTORY     - 19970412 GOOD             USPSQD
 AW6212  HISTORY     - 20010331 GOOD             NGS
 AW6212  HISTORY     - 20031230 GOOD             USPSQD
 AW6212
 AW6212                          STATION DESCRIPTION
 AW6212
 AW6212'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW6212'THE STATION IS LOCATED NEAR THE CENTER OF MONT BELVIEU.
 AW6212'IT IS 180.0 FEET WEST OF THE CENTER OF THE MAIN STREET.  IT
 AW6212'IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AW6212'THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 AW6212'THE OVERALL HEIGHT IS ABOUT 135.0 FEET.
 AW6212'
 AW6212'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 AW6212
 AW6212                          STATION RECOVERY (1997)
 AW6212
 AW6212'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6212'RECOVERED IN GOOD CONDITION.
 AW6212
 AW6212                          STATION RECOVERY (2001)
 AW6212
 AW6212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6212'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW6212
 AW6212                          STATION RECOVERY (2003)
 AW6212
 AW6212'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1389 ***********************************************************************
 DN1389  DESIGNATION -  MONTAGUE
 DN1389  PID         -  DN1389
 DN1389  STATE/COUNTY-  TX/MONTAGUE
 DN1389  USGS QUAD   -  MONTAGUE (1976)
 DN1389
 DN1389                         *CURRENT SURVEY CONTROL
 DN1389  ___________________________________________________________________
 DN1389* NAD 83(1993)-  33 38 23.33885(N)    097 44 15.37696(W)     ADJUSTED  
 DN1389* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 DN1389  ___________________________________________________________________
 DN1389  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 DN1389  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DN1389
 DN1389  HORZ ORDER  -  SECOND
 DN1389
 DN1389.The horizontal coordinates were established by classical geodetic methods
 DN1389.and adjusted by the National Geodetic Survey in February 1996..
 DN1389
 DN1389.The orthometric height was scaled from a topographic map.
 DN1389
 DN1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1389
 DN1389.The geoid height was determined by GEOID03.
 DN1389
 DN1389;                    North         East     Units Scale Factor Converg.
 DN1389;SPC TXNC     - 2,219,063.771   670,723.695   MT  0.99992518   +0 24 56.9
 DN1389;SPC TXNC     - 7,280,378.39  2,200,532.66   sFT  0.99992518   +0 24 56.9
 DN1389;UTM  14      - 3,722,935.240   617,072.890   MT  0.99976897   +0 41 57.9
 DN1389
 DN1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1389!SPC TXNC     -   0.99994841  x   0.99992518  =   0.99987359
 DN1389!UTM  14      -   0.99994841  x   0.99976897  =   0.99971739
 DN1389
 DN1389:                Primary Azimuth Mark                     Grid Az
 DN1389:SPC TXNC     -  MONTAGUE AZ MK                           026 59 52.1
 DN1389:UTM  14      -  MONTAGUE AZ MK                           026 42 51.1
 DN1389
 DN1389|---------------------------------------------------------------------|
 DN1389| PID    Reference Object                     Distance      Geod. Az  |
 DN1389|                                                           dddmmss.s |
 DN1389| CY2590 MONTAGUE AZ MK                                     0272449.0 |
 DN1389| CY2591 MONTAGUE RM 1                        18.660 METERS 02933     |
 DN1389| DN1391 MONTAGUE CO SHERIFF RADIO MAST      APPROX. 3.2 KM 0304532.7 |
 DN1389| DN1400 BOWIE MUNICIPAL TANK                APPROX.13.3 KM 2322743.5 |
 DN1389| DN1395 BOWIE MICROWAVE MAST                APPROX.13.3 KM 2351005.4 |
 DN1389| DN1399 BOWIE SER PLINE CO RAD MAST         APPROX.14.8 KM 2354705.8 |
 DN1389| DN1405 BOWIE J GRACE DRILLING CO MAST      APPROX.15.1 KM 2391406.4 |
 DN1389| CY2592 MONTAGUE RM 2                        22.450 METERS 31643     |
 DN1389|---------------------------------------------------------------------|
 DN1389
 DN1389                          SUPERSEDED SURVEY CONTROL
 DN1389
 DN1389  NAD 83(1993)-  33 38 23.34115(N)    097 44 15.37433(W) AD(       ) 2
 DN1389  NAD 83(1986)-  33 38 23.34333(N)    097 44 15.36414(W) AD(       ) 2
 DN1389  NAD 27      -  33 38 22.96850(N)    097 44 14.24750(W) AD(       ) 2
 DN1389
 DN1389.Superseded values are not recommended for survey control.
 DN1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1389.See file dsdata.txt to determine how the superseded data were derived.
 DN1389
 DN1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1707322935(NAD 83)
 DN1389_MARKER: DS = TRIANGULATION STATION DISK
 DN1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1389
 DN1389  HISTORY     - Date     Condition        Report By
 DN1389  HISTORY     - 1956     MONUMENTED       CGS
 DN1389  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN1389
 DN1389                          STATION DESCRIPTION
 DN1389
 DN1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1389'THE STATION IS LOCATED ON A SLIGHT RISE ABOUT 7 MILES NORTHWEST
 DN1389'OF BOWIE AND 2 MILES SOUTHWEST OF MONTAGUE.
 DN1389'
 DN1389'THE STATION MARK IS A STANDARD DISK STAMPED MONTAGUE 1956 AND IS
 DN1389'SET IN A 10 BY 10 INCH POST OF CONCRETE WHICH IS FLUSH WITH
 DN1389'THE SURFACE OF THE GROUND.  IT IS 64 FEET NORTH OF A POWERLINE
 DN1389'POLE AND 45 FEET EAST OF THE CENTER OF A DRIVEWAY.
 DN1389'
 DN1389'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MONTAGUE NO
 DN1389'1 1956, SET IN A 10 BY 10 INCH POST OF CONCRETE WHICH IS
 DN1389'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 2 FEET SOUTHEAST OF A
 DN1389'WITNESS POST AND 1 FOOT WEST OF A FENCELINE.
 DN1389'
 DN1389'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MONTAGUE NO
 DN1389'2 1956, SET IN A 10 BY 10 INCH POST OF CONCRETE WHICH IS
 DN1389'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 19 FEET WEST
 DN1389'OF THE CENTER OF A DRIVEWAY.
 DN1389'
 DN1389'BOTH REFERENCE MARKS ARE SET AT THE SAME ELEVATION AS THE
 DN1389'STATION.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 80.70
 DN1389'FEET.
 DN1389'
 DN1389'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MONTAGUE 1956,
 DN1389'CEMENTED IN A DRILL HOLE IN THE NORTH EDGE OF A CONCRETE
 DN1389'CULVERT.  IT IS 22.5 FEET EAST-SOUTHEAST OF THE CENTERLINE
 DN1389'OF STATE HIGHWAY 59.
 DN1389'
 DN1389'TO REACH THE STATION FROM THE POST OFFICE IN MONTAGUE GO SOUTH ON
 DN1389'STATE HIGHWAY 59 FOR 1.7 MILES TO A CULVERT ON THE LEFT AND THE
 DN1389'AZIMUTH MARK AS DESCRIBED.  CONTINUE SOUTH ON STATE HIGHWAY
 DN1389'59 FOR 0.2 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT OFF THE
 DN1389'MAIN ROAD AND GO 0.1 MILE TO THE STATION ON THE LEFT AS
 DN1389'DESCRIBED ABOVE.
 DN1389'
 DN1389'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1389
 DN1389                          STATION RECOVERY (1995)
 DN1389
 DN1389'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1391 ***********************************************************************
 DN1391  DESIGNATION -  MONTAGUE CO SHERIFF RADIO MAST
 DN1391  PID         -  DN1391
 DN1391  STATE/COUNTY-  TX/MONTAGUE
 DN1391  USGS QUAD   -  MONTAGUE (1976)
 DN1391
 DN1391                         *CURRENT SURVEY CONTROL
 DN1391  ___________________________________________________________________
 DN1391* NAD 83(1993)-  33 39 52.37724(N)    097 43 12.00095(W)     ADJUSTED  
 DN1391* NAVD 88     -                                                        
 DN1391  ___________________________________________________________________
 DN1391  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 DN1391  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DN1391
 DN1391  HORZ ORDER  -  THIRD
 DN1391
 DN1391.The horizontal coordinates were established by classical geodetic methods
 DN1391.and adjusted by the National Geodetic Survey in February 1996..
 DN1391
 DN1391
 DN1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1391
 DN1391.The geoid height was determined by GEOID03.
 DN1391
 DN1391;                    North         East     Units Scale Factor Converg.
 DN1391;SPC TXNC     - 2,221,818.760   672,336.378   MT  0.99992970   +0 25 31.5
 DN1391;SPC TXNC     - 7,289,417.05  2,205,823.60   sFT  0.99992970   +0 25 31.5
 DN1391;UTM  14      - 3,725,697.755   618,671.652   MT  0.99977362   +0 42 34.6
 DN1391
 DN1391                          SUPERSEDED SURVEY CONTROL
 DN1391
 DN1391  NAD 83(1993)-  33 39 52.37944(N)    097 43 11.99831(W) AD(       ) 4
 DN1391  NAD 83(1986)-  33 39 52.38165(N)    097 43 11.98849(W) AD(       ) 4
 DN1391  NAD 27      -  33 39 52.00900(N)    097 43 10.87400(W) AD(       ) 3
 DN1391
 DN1391.Superseded values are not recommended for survey control.
 DN1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1391.See file dsdata.txt to determine how the superseded data were derived.
 DN1391
 DN1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1867225698(NAD 83)
 DN1391_MARKER: 42 = RADIO/TV MAST
 DN1391
 DN1391  HISTORY     - Date     Condition        Report By
 DN1391  HISTORY     - 1956     FIRST OBSERVED   CGS
 DN1391  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN1391
 DN1391                          STATION DESCRIPTION
 DN1391
 DN1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1391'THE STATION IS LOCATED ON TOP OF THE MONTAGUE COUNTY COURTHOUSE
 DN1391'JUST EAST OF THE EAST END OF THE GABLED ROOF OF THE CUPOLA.
 DN1391'
 DN1391'IT IS A TRUSS CONSTRUCTED ALUMINUM MAST SUPPORTED BY MANY
 DN1391'GUY WIRES AND HAS A SMALL ANTENNA AT THE TOP.  IT HAS AN
 DN1391'OVER-ALL HEIGHT OF 120 FEET.
 DN1391'
 DN1391'THE POINT OBSERVED ON WAS THE TOP AND CENTER OF THE MAST.
 DN1391
 DN1391                          STATION RECOVERY (1995)
 DN1391
 DN1391'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0591 ***********************************************************************
 AZ0591  DESIGNATION -  MONTE
 AZ0591  PID         -  AZ0591
 AZ0591  STATE/COUNTY-  TX/KINNEY
 AZ0591  USGS QUAD   -  BULL WATERHOLE (1974)
 AZ0591
 AZ0591                         *CURRENT SURVEY CONTROL
 AZ0591  ___________________________________________________________________
 AZ0591* NAD 83(1993)-  29 33 38.67126(N)    100 12 07.69927(W)     ADJUSTED  
 AZ0591* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 AZ0591  ___________________________________________________________________
 AZ0591  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AZ0591  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 AZ0591
 AZ0591  HORZ ORDER  -  FIRST
 AZ0591
 AZ0591.The horizontal coordinates were established by classical geodetic methods
 AZ0591.and adjusted by the National Geodetic Survey in February 1996..
 AZ0591
 AZ0591.The orthometric height was scaled from a topographic map.
 AZ0591
 AZ0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0591
 AZ0591.The geoid height was determined by GEOID03.
 AZ0591
 AZ0591;                    North         East     Units Scale Factor Converg.
 AZ0591;SPC TXSC     - 4,192,041.553   483,519.786   MT  0.99987098   -0 35 20.2
 AZ0591;SPC TXSC     -13,753,389.66  1,586,347.83   sFT  0.99987098   -0 35 20.2
 AZ0591;UTM  14      - 3,270,716.401   383,544.886   MT  0.99976733   -0 35 35.3
 AZ0591
 AZ0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0591!SPC TXSC     -   0.99990568  x   0.99987098  =   0.99977667
 AZ0591!UTM  14      -   0.99990568  x   0.99976733  =   0.99967303
 AZ0591
 AZ0591|---------------------------------------------------------------------|
 AZ0591| PID    Reference Object                     Distance      Geod. Az  |
 AZ0591|                                                           dddmmss.s |
 AZ0591| CV4842 MONTE RM 1                            5.158 METERS 02320     |
 AZ0591| CV4844 MONTE RM 3 AZIMUTH                                 1521153.0 |
 AZ0591| CV4843 MONTE RM 2                            4.965 METERS 26618     |
 AZ0591| AZ0590 USGS MARK NEAR STA MONTE 1935         2.407 METERS 31932     |
 AZ0591|---------------------------------------------------------------------|
 AZ0591
 AZ0591                          SUPERSEDED SURVEY CONTROL
 AZ0591
 AZ0591  NAD 83(1986)-  29 33 38.66731(N)    100 12 07.68119(W) AD(       ) 1
 AZ0591  NAD 27      -  29 33 37.84400(N)    100 12 06.41300(W) AD(       ) 1
 AZ0591
 AZ0591.Superseded values are not recommended for survey control.
 AZ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0591.See file dsdata.txt to determine how the superseded data were derived.
 AZ0591
 AZ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT8354570716(NAD 83)
 AZ0591_MARKER: DS = TRIANGULATION STATION DISK
 AZ0591_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0591
 AZ0591  HISTORY     - Date     Condition        Report By
 AZ0591  HISTORY     - 1935     MONUMENTED       CGS
 AZ0591  HISTORY     - 1974     GOOD             NGS
 AZ0591
 AZ0591                          STATION DESCRIPTION
 AZ0591
 AZ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0591'STATION IS ON A HIGH SHARP PEAK, ABOUT 15 MILES SW OF BARKSDALE
 AZ0591'AND ABOUT 16 MILES NW OF LAGUNA POST OFFICE.
 AZ0591'
 AZ0591'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 AZ0591'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 AZ0591'
 AZ0591'AZIMUTH MARK (REFERENCE MARK NO. 3) IS A STANDARD BRONZE
 AZ0591'DISK SET IN CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 AZ0591'
 AZ0591'REFERENCE MARK NO. 1 IS N OF STATION.
 AZ0591'
 AZ0591'REFERENCE MARK NO. 2 IS W OF STATION.
 AZ0591'
 AZ0591'REFERENCE MARK NO. 3 IS SE BY S OF STATION.
 AZ0591'
 AZ0591'THERE IS A U.S.G.S. MARK, CONSISTING OF A VERY LOOSE STONE,
 AZ0591'ABOUT 1 FOOT IN DIAMETER BY 4 INCHES THICK WITH U.S.G.S. +
 AZ0591'CHISELED ON THE SURFACE, 7.9 FEET NW OF THE STATION.
 AZ0591'
 AZ0591'TO REACH THE STATION FROM THE POST OFFICE IN BRACKETTVILLE,
 AZ0591'TO N FOR 0.8 MILE, TURN RIGHT ONTO LAGUNA ROAD, GO 11.35
 AZ0591'MILES, TURN LEFT THROUGH BUMP GATE, GO 1.75 MILES, PASS THROUGH
 AZ0591'BUMP GATE, GO 1.75 MILES, PASS THROUGH BUMP GATE, GO 1.85
 AZ0591'MILES, PASS THROUGH BUMP GATE, GO 0.6 MILES, PASS THROUGH BUMP
 AZ0591'GATE, GO 0.95 MILE, TAKE LEFT FORK, GO 1.35 MILES, PASS THROUGH
 AZ0591'BUMP GATE, GO 1.55 MILES, TAKE RIGHT FORK, GO 0.5 MILE, PASS
 AZ0591'THROUGH BUMP GATE, GO 1.65 MILES, PASS THROUGH BUMP GATE,
 AZ0591'GO 0.6 MILE, PASS THROUGH GATE, GO 0.2 MILE, TAKE RIGHT FORK,
 AZ0591'GO 0.2 MILE TO THE HOUSE OF ALBERT SWANDNER, ON LEFT, GO
 AZ0591'0.15 MILE, PASS THROUGH BUMP GATE, TAKE LEFT FORK, GO 0.55
 AZ0591'MILE, PASS THROUGH BUMP GATE, GO 0.35 MILE, PASS THROUGH
 AZ0591'GATE, GO 0.05 MILE, TAKE RIGHT FORK ONTO DIM ROAD, GO 0.2
 AZ0591'MILE, PASS THROUGH GATE AT FORK ONTO DIM ROAD, GO 0.9
 AZ0591'MILE, TAKE RIGHT FORK AT THREE WAY FORKS, GO 0.1 MILE,
 AZ0591'PASS THROUGH GATE ONTO DIM AND VERY ROUGH ROAD, GO 0.1
 AZ0591'MILE, BEAR LEFT, GO 0.6 MILE, BEAR LEFT, GO 0.2 MILE,
 AZ0591'TAKE LEFT FORK, GO 1.0 MILE PASS THROUGH GATE, GO 0.35 MILE,
 AZ0591'TAKE LEFT FORK AT THREE-WAY FORKS, GO 0.1 MILE TO END
 AZ0591'OF TRUCK TRAVEL.  CLIMB KNOLL ON LEFT AND GO 1/2 MILE
 AZ0591'NORTHWESTERLY TO STATION ON A HIGH, SHARP BARE PEAK.
 AZ0591'
 AZ0591'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 AZ0591
 AZ0591                          STATION RECOVERY (1974)
 AZ0591
 AZ0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AZ0591'STATION IS LOCATED ON A SHARP, HIGH PEAK IN KINNEY COUNTY,
 AZ0591'ABOUT 13.5 MILES SW OF CAMP WOOD.  ABOUT 15.5 MILES NW OF
 AZ0591'LAGUNA JCT. (STATE HIGHWAY 55 AND F. M. 334).  ABOUT 22 MILES
 AZ0591'NE OF BRACKETTVILLE.
 AZ0591'
 AZ0591'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS WERE
 AZ0591'RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD 291001, 1012.
 AZ0591'NOTE--THE USGS MARK WAS NOT RECOVERED.
 AZ0591'
 AZ0591'A NEW TO REACH DESCRIPTION IS ATTACHED--
 AZ0591'
 AZ0591'TO REACH THE STATION FROM THE JUNCTION OF F.M. 334 AND F.M. 674
 AZ0591'IN THE NORTH EDGE OF BRACKETTVILLE, KINNEY COUNTY, TEXAS - GO
 AZ0591'11.0 MILES NE ALONG FM 334 TO ITS JUNCTION WITH F.M. 3199
 AZ0591'(TULAROSA ROAD), TURN LEFT, ALONG FM 3199, FOR 7.0 MILES TO
 AZ0591'END OF PAVEMENT, CONTINUE 6.8 MILES ALOMG MAIN TRAVELED ROAD
 AZ0591'TO CATTLEGUARD AND END OF MAINTENANCE, CONTINUE 0.2 MILE TO
 AZ0591'GATE RIGHT, TURN RIGHT, THROUGH GATE, 0.45 MILE TO RANCH
 AZ0591'HOUSE, TAKE ROAD LEFT OF RANCH HOUSE AND IN AN EASTERLY
 AZ0591'DIRECTION GO 2.15 MILES TO FORK, KEEP RIGHT AND CONTINUE 1.15
 AZ0591'MILES TO DIM FORK.  (E. OF GATE, CORRALS AND BARN) TAKE
 AZ0591'RIGHT FORK (4WD IS DESIREABLE FROM HERE) AND CONTINUE ON
 AZ0591'TRAIL, UP DRAIN, FOR 0.50 MILE TO FORK, TAKE LEFT FORK AND
 AZ0591'CONTINUE 0.25 MILE TO FORK, TAKE LEFT FORK, PASSING THROUGH A
 AZ0591'GATE, FOR 1.9 MILES TO FENCE, FOLLOW FENCE NORTHERLY 0.2
 AZ0591'MILE TO RIDGE SUMMIT - HERE TURN LEFT AND GO ACROSS
 AZ0591'COUNTRY, THROUGH CEDARS, AND ALONG RIDGE, THROUGH SADDLE AND
 AZ0591'OVER A SMALL TOP FOR 0.25 MILE TO END OF TRUCK TRAVEL.  PACK
 AZ0591'APPROX. 100 YARDS IN A WESTERLY DIRECTION TO THE TOP AND
 AZ0591'THE STATION MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0943 ***********************************************************************
 CB0943  DESIGNATION -  MONTE
 CB0943  PID         -  CB0943
 CB0943  STATE/COUNTY-  TX/IRION
 CB0943  USGS QUAD   -  BARNHART NE (1971)
 CB0943
 CB0943                         *CURRENT SURVEY CONTROL
 CB0943  ___________________________________________________________________
 CB0943* NAD 83(1993)-  31 11 16.67039(N)    101 05 41.42618(W)     ADJUSTED  
 CB0943* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 CB0943  ___________________________________________________________________
 CB0943  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CB0943  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CB0943
 CB0943  HORZ ORDER  -  THIRD
 CB0943
 CB0943.The horizontal coordinates were established by classical geodetic methods
 CB0943.and adjusted by the National Geodetic Survey in February 1996..
 CB0943
 CB0943.The orthometric height was scaled from a topographic map.
 CB0943
 CB0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0943
 CB0943.The geoid height was determined by GEOID03.
 CB0943
 CB0943;                    North         East     Units Scale Factor Converg.
 CB0943;SPC TX C     - 3,168,892.349   627,424.620   MT  0.99988702   -0 23 32.0
 CB0943;SPC TX C     -10,396,607.65  2,058,475.61   sFT  0.99988702   -0 23 32.0
 CB0943;UTM  14      - 3,452,323.582   300,386.385   MT  1.00009150   -1 05 06.6
 CB0943
 CB0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0943!SPC TX C     -   0.99987684  x   0.99988702  =   0.99976387
 CB0943!UTM  14      -   0.99987684  x   1.00009150  =   0.99996832
 CB0943
 CB0943:                Primary Azimuth Mark                     Grid Az
 CB0943:SPC TX C     -  SUGGS                                    055 04 17.0
 CB0943:UTM  14      -  SUGGS                                    055 45 51.6
 CB0943
 CB0943|---------------------------------------------------------------------|
 CB0943| PID    Reference Object                     Distance      Geod. Az  |
 CB0943|                                                           dddmmss.s |
 CB0943| CB0901 SUGGS                               APPROX.13.9 KM 0544045.0 |
 CB0943|---------------------------------------------------------------------|
 CB0943
 CB0943                          SUPERSEDED SURVEY CONTROL
 CB0943
 CB0943  NAD 83(1986)-  31 11 16.67867(N)    101 05 41.41082(W) AD(       ) 3
 CB0943  NAD 27      -  31 11 16.09851(N)    101 05 40.00304(W) AD(       ) 3
 CB0943
 CB0943.Superseded values are not recommended for survey control.
 CB0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0943.See file dsdata.txt to determine how the superseded data were derived.
 CB0943
 CB0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV0038652324(NAD 83)
 CB0943
 CB0943  HISTORY     - Date     Condition        Report By
 CB0943  HISTORY     - UNK      MONUMENTED
 CB0943  HISTORY     - 1961     GOOD             USGS
 CB0943
 CB0943                          STATION DESCRIPTION
 CB0943
 CB0943'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CB0943'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0943'
 CB0943'BANHART, JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 163, GO NE.
 CB0943'FOR 3.65 MI. ON U.S. HIGHWAY 67, TURN LEFT 0.4 MI. TO F.J. RIDLEYS
 CB0943'HOUSE.  CONTINUE 0.2 MI. TO GATE ON RIGHT, PASS THROUGH, TURN LEFT
 CB0943'AND GO 0.5 MI. TO RADIO TOWER AND FENCE CORNER, TURN LEFT (N.) AND
 CB0943'GO 0.55 MI. TO GATE, PASS THROUGH AND CONTINUE 0.4 MI. TO FORK AND
 CB0943'GATE ON LEFT, TURN RIGHT 0.4 MI., TURN LEFT 0.5 MI. TO GATE AT
 CB0943'FENCE CORNER, PASS THROUGH, TURN LEFT ALONG THE N. SIDE OF FENCE
 CB0943'AND GO 0.25 MI., TURN RIGHT (PERPENDICULAR TO FENCE) AND GO 120
 CB0943'FT. TO STATION.
 CB0943'
 CB0943'STATION MARK--ALUMINUM TABLET, SET IN SOLID ROCK, AND STAMPED
 CB0943'---TEXAS MONTE 1919---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1662 ***********************************************************************
 AB1662  DESIGNATION -  MONTE ALTO MUNICIPAL TANK
 AB1662  PID         -  AB1662
 AB1662  STATE/COUNTY-  TX/HIDALGO
 AB1662  USGS QUAD   -  LASARA (1970)
 AB1662
 AB1662                         *CURRENT SURVEY CONTROL
 AB1662  ___________________________________________________________________
 AB1662* NAD 83(1993)-  26 22 42.54073(N)    097 58 24.36081(W)     ADJUSTED  
 AB1662* NAVD 88     -                                                        
 AB1662  ___________________________________________________________________
 AB1662  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 AB1662  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AB1662
 AB1662  HORZ ORDER  -  THIRD
 AB1662
 AB1662.The horizontal coordinates were established by classical geodetic methods
 AB1662.and adjusted by the National Geodetic Survey in February 1996..
 AB1662
 AB1662
 AB1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1662
 AB1662.The geoid height was determined by GEOID03.
 AB1662
 AB1662;                    North         East     Units Scale Factor Converg.
 AB1662;SPC TX S     - 5,078,974.247   352,545.948   MT  0.99995340   +0 14 20.6
 AB1662;SPC TX S     -16,663,268.01  1,156,644.50   sFT  0.99995340   +0 14 20.6
 AB1662;UTM  14      - 2,918,007.236   602,408.270   MT  0.99972948   +0 27 22.1
 AB1662
 AB1662                          SUPERSEDED SURVEY CONTROL
 AB1662
 AB1662  NAD 83(1986)-  26 22 42.54836(N)    097 58 24.32518(W) AD(       ) 4
 AB1662  NAD 27      -  26 22 41.29801(N)    097 58 23.31196(W) AD(       ) 3
 AB1662
 AB1662.Superseded values are not recommended for survey control.
 AB1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1662.See file dsdata.txt to determine how the superseded data were derived.
 AB1662
 AB1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0240818007(NAD 83)
 AB1662_MARKER: 53 = ELEVATED TANK
 AB1662
 AB1662  HISTORY     - Date     Condition        Report By
 AB1662  HISTORY     - 1946     FIRST OBSERVED   CGS
 AB1662
 AB1662                          STATION DESCRIPTION
 AB1662
 AB1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AB1662'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF MONTE ALTO.  IT IS
 AB1662'A ROUND TANK SUPPORTED BY FOUR STRUCTURAL STEEL LEGS ABOUT 100
 AB1662'FEET HIGH.  THE TANK IS PAINTED BLACK AND THE LEGEND MONTE ALTO
 AB1662'HOME OF RIO FARMS IS PAINTED IN WHITE LETTERS ON THE EAST SIDE.
 AB1662'POINT OBSERVED ON WAS THE APEX OF THE ROOF.
 AB1662'
 AB1662'TO REACH THE STATION FROM THE RAILROAD STATION IN MONTE ALTO, GO
 AB1662'NORTH ON HIGHWAY 88 FOR 0.5 MILE TO A T ROAD LEFT, TURN LEFT AND
 AB1662'GO WEST FOR 0.4 MILE TO STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1471 ***********************************************************************
 AE1471  DESIGNATION -  MONTE CHRISTO
 AE1471  PID         -  AE1471
 AE1471  STATE/COUNTY-  TX/HIDALGO
 AE1471  USGS QUAD   -  FAYSVILLE (1963)
 AE1471
 AE1471                         *CURRENT SURVEY CONTROL
 AE1471  ___________________________________________________________________
 AE1471* NAD 83(1993)-  26 24 20.99005(N)    098 14 54.07816(W)     ADJUSTED  
 AE1471* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 AE1471  ___________________________________________________________________
 AE1471  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AE1471  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE1471
 AE1471  HORZ ORDER  -  SECOND
 AE1471
 AE1471.The horizontal coordinates were established by classical geodetic methods
 AE1471.and adjusted by the National Geodetic Survey in February 1996..
 AE1471
 AE1471.The orthometric height was scaled from a topographic map.
 AE1471
 AE1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1471
 AE1471.The geoid height was determined by GEOID03.
 AE1471
 AE1471;                    North         East     Units Scale Factor Converg.
 AE1471;SPC TX S     - 5,081,919.393   325,105.609   MT  0.99994837   +0 06 51.3
 AE1471;SPC TX S     -16,672,930.54  1,066,617.32   sFT  0.99994837   +0 06 51.3
 AE1471;UTM  14      - 2,920,846.960   574,963.840   MT  0.99966938   +0 20 03.5
 AE1471
 AE1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1471!SPC TX S     -   0.99999657  x   0.99994837  =   0.99994494
 AE1471!UTM  14      -   0.99999657  x   0.99966938  =   0.99966595
 AE1471
 AE1471|---------------------------------------------------------------------|
 AE1471| PID    Reference Object                     Distance      Geod. Az  |
 AE1471|                                                           dddmmss.s |
 AE1471| CV2696 MONTE CHRISTO RM 1                   16.926 METERS 01835     |
 AE1471| CV2697 MONTE CHRISTO RM 2                   16.825 METERS 17856     |
 AE1471| AE1470 3 41 USBR 1946                        8.182 METERS 22920     |
 AE1471|---------------------------------------------------------------------|
 AE1471
 AE1471                          SUPERSEDED SURVEY CONTROL
 AE1471
 AE1471  NAD 83(1986)-  26 24 20.99573(N)    098 14 54.04372(W) AD(       ) 2
 AE1471  NAD 27      -  26 24 19.75218(N)    098 14 52.99524(W) AD(       ) 2
 AE1471
 AE1471.Superseded values are not recommended for survey control.
 AE1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1471.See file dsdata.txt to determine how the superseded data were derived.
 AE1471
 AE1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7496420847(NAD 83)
 AE1471_MARKER: DS = TRIANGULATION STATION DISK
 AE1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1471
 AE1471  HISTORY     - Date     Condition        Report By
 AE1471  HISTORY     - 1946     MONUMENTED       CGS
 AE1471  HISTORY     - 1949     GOOD             TXHD
 AE1471  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE1471
 AE1471                          STATION DESCRIPTION
 AE1471
 AE1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1471'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF EDINBURG ON
 AE1471'THE MONTE CHRISTO RANCH.  IT IS 73 FEET EAST OF THE APPROXIMATE
 AE1471'CENTER OF THE ROAD, 41 FEET NORTHEAST OF A WHITE WITNESS
 AE1471'POST AND 15 FEET WEST OF A NORTH-SOUTH FENCE.  THE MARK
 AE1471'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MONTE CHRISTO
 AE1471'1946.
 AE1471'
 AE1471'R.M. NO. 1 IS 55.53 FEET NORTHEAST OF THE STATION.  IT IS 2
 AE1471'FEET WEST OF THE FENCE AND 24 FEET EAST OF THE APPROXIMATE
 AE1471'CENTER OF THE LANE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 AE1471'THE DISK IS STAMPED MONTE CHRISTO NO 1 1946.
 AE1471'
 AE1471'R.M. NO. 2 IS 55.20 FEET SOUTH OF THE STATION.  IT IS 1 FOOT
 AE1471'WEST OF A FENCE AND 63 FEET EAST OF CENTER LINE OF THE ROAD.
 AE1471'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 AE1471'MONTE CHRISTO NO 2 1946.
 AE1471'
 AE1471'USBR 3-41 IS 26.85 FEET SOUTHWEST OF THE STATION.  THE MARK
 AE1471'IS A 4X4 INCH CONCRETE POST WITH A BOLT IN THE CENTER AND
 AE1471'PROJECTS ABOUT 4 INCHES.
 AE1471'
 AE1471'AZIMUTH MARK IS 0.1 MILE NORTHWEST OF THE STATION AT THE NORTH
 AE1471'END OF THE CURVE IN THE ROAD.  IT IS ONE FOOT SOUTH OF AN
 AE1471'EAST-WEST FENCE, 3 FEET EAST OF A WHITE WITNESS POST AND 50 FEET
 AE1471'NORTH OF THE APPROXIMATE CENTER OF THE ROAD.  THE MARK PROJECTS
 AE1471'ABOUT 4 INCHES AND THE DISK IS STAMPED MONTE CHRISTO 1946.
 AE1471'
 AE1471'TO REACH THE STATION FROM THE COURTHOUSE IN EDINBURG GO NORTH ON
 AE1471'U.S. HIGHWAY 281 FOR 2.45 MILES TO A CROSSROAD, TURN LEFT
 AE1471'AND GO WEST ON PAVED ROAD FOR 10.1 MILES TO A CURVE LEFT
 AE1471'AND STATION ON THE RIGHT, CONTINUE AROUND CURVE 0.1 MILE
 AE1471'TO THE AZIMUTH MARK ON THE RIGHT.
 AE1471'
 AE1471'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AE1471
 AE1471                          STATION RECOVERY (1949)
 AE1471
 AE1471'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1471'AZ. MK. RECOVERED IN GOOD CONDITION.  STATION AND REFERENCE
 AE1471'MKS. NO DOUBT DESTROYED.  R.M. 1 FOUND COMPLETELY UNEARTHED
 AE1471'AND LARGE PIECES OF CONCRETE WERE STREWN ABOUT WHICH WERE
 AE1471'APPARENTLY OTHER MONUMENTS.
 AE1471
 AE1471                          STATION RECOVERY (1962)
 AE1471
 AE1471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE1471'STATION AND R.M.S WERE REPORTED NO DOUBT DESTROYED BY TEXAS
 AE1471'HWY IN 1949.  NO TRACE ON ANY MARKS WERE FOUND BY THIS PARTY
 AE1471'IN 1961.  SITE OF STATION IS NOW A CANAL-BORROW DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0696 ***********************************************************************
 AO0696  DESIGNATION -  MONTE CORTADO
 AO0696  PID         -  AO0696
 AO0696  STATE/COUNTY-  TX/LA SALLE
 AO0696  USGS QUAD   -  CAIMAN CREEK SE (1974)
 AO0696
 AO0696                         *CURRENT SURVEY CONTROL
 AO0696  ___________________________________________________________________
 AO0696* NAD 83(1993)-  28 02 48.96244(N)    099 05 47.15667(W)     ADJUSTED  
 AO0696* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 AO0696  ___________________________________________________________________
 AO0696  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AO0696  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AO0696
 AO0696  HORZ ORDER  -  FIRST
 AO0696
 AO0696.The horizontal coordinates were established by classical geodetic methods
 AO0696.and adjusted by the National Geodetic Survey in February 1996..
 AO0696
 AO0696.The orthometric height was scaled from a topographic map.
 AO0696
 AO0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0696
 AO0696.The geoid height was determined by GEOID03.
 AO0696
 AO0696;                    North         East     Units Scale Factor Converg.
 AO0696;SPC TXSC     - 4,023,678.535   590,517.766   MT  1.00011354   -0 02 50.1
 AO0696;SPC TXSC     -13,201,018.66  1,937,390.37   sFT  1.00011354   -0 02 50.1
 AO0696;UTM  14      - 3,102,405.259   490,522.631   MT  0.99960111   -0 02 43.2
 AO0696
 AO0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0696!SPC TXSC     -   0.99998335  x   1.00011354  =   1.00009688
 AO0696!UTM  14      -   0.99998335  x   0.99960111  =   0.99958446
 AO0696
 AO0696|---------------------------------------------------------------------|
 AO0696| PID    Reference Object                     Distance      Geod. Az  |
 AO0696|                                                           dddmmss.s |
 AO0696| CV4846 MONTE CORTADO RM 1                   31.186 METERS 08801     |
 AO0696| CV4845 MONTE CORTADO AZ MK                                0950526.1 |
 AO0696| CV4847 MONTE CORTADO RM 2                   28.565 METERS 18049     |
 AO0696|---------------------------------------------------------------------|
 AO0696
 AO0696                          SUPERSEDED SURVEY CONTROL
 AO0696
 AO0696  NAD 83(1986)-  28 02 48.96320(N)    099 05 47.13243(W) AD(       ) 1
 AO0696  NAD 27      -  28 02 47.92800(N)    099 05 46.03600(W) AD(       ) 1
 AO0696
 AO0696.Superseded values are not recommended for survey control.
 AO0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0696.See file dsdata.txt to determine how the superseded data were derived.
 AO0696
 AO0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9052302405(NAD 83)
 AO0696_MARKER: DS = TRIANGULATION STATION DISK
 AO0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0696_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0696
 AO0696  HISTORY     - Date     Condition        Report By
 AO0696  HISTORY     - 1935     MONUMENTED       CGS
 AO0696  HISTORY     - 1937     GOOD             TXHD
 AO0696
 AO0696                          STATION DESCRIPTION
 AO0696
 AO0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0696'STATION IS LOCATED ABOUT 15.5 MILES E OF ENCINAL AND 26.5
 AO0696'MILES SSE OF COTULLA.  IT IS A LITTLE LESS THAN 1/2 MILE N
 AO0696'OF THE WEBB COUNTY LINE AT THE TOP OF A GRADE, WHICH BUILDS UP IN
 AO0696'A LONG GENTLE SLOPE FROM THE W, ON THE FREER-ENCINAL ROAD.  IT
 AO0696'IS ALSO 1.5 MILES W OF THE LANE LEADING TO THE MONTE CORTADO
 AO0696'RANCH HOUSE, WHICH IS 1/8 OF A MILE N OF THE ROAD AND 1.35
 AO0696'MILES W OF THE ROAD LEADING S TO THE JUNCO RANCH HOUSE.  BY
 AO0696'ROAD IT IS 17.8 MILES FROM THE RAILROAD STATION IN ENCINAL ON
 AO0696'THE FREER-ENCINAL ROAD OR 2.15 MILES E OF A CATTLE GUARD AT A
 AO0696'GATE.  STATION SITE IS A SANDY BRUSH-COVERED PASTURE ON THE
 AO0696'MONTE CORTADO RANCH, WHICH IS A SUB-DIVISION OF THE
 AO0696'CALLAHAN RANCH.
 AO0696'
 AO0696'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0696'BRONZE DISKS SET IN CONCRETE.
 AO0696'
 AO0696'REFERENCE MARK NO. 1 IS E OF STATION ON N SIDE OF ROAD.
 AO0696'
 AO0696'REFERENCE MARK NO. 2 IS S OF STATION ON S SIDE OF ROAD.
 AO0696'
 AO0696'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE ESE OF STATION ON S
 AO0696'SIDE OF ROAD.
 AO0696'
 AO0696'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0696
 AO0696                          STATION RECOVERY (1937)
 AO0696
 AO0696'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0696'STATION, REFERENCE MARKS AND AZIMUTH RECOVERED IN GOOD CONDITION
 AO0696'AND AS DESCRIBED.  DIRECTIONS FOR REACHING STATION ARE ALTERED
 AO0696'SOMEWHAT BECAUSE PORTION OF ROAD ON WHICH STATION IS LOCATED
 AO0696'HAS BEEN ABANDONED.
 AO0696'
 AO0696'TO REACH FROM ENCINAL RAILROAD STATION, GO N ON STATE HIGHWAY
 AO0696'2 TO N EDGE OF TOWN AND THEN GO E 16.00 MILES ON THE FREER-ENCINAL
 AO0696'ROAD TO A TURN IN THE ROAD AT BASE OF A HILL AND A ROAD WHICH
 AO0696'CONTINUES STRAIGHT AHEAD THROUGH A LOCKED GATE.  OBTAIN KEY
 AO0696'FROM MONTE CORTADO RANCH WHICH IS ABOUT 3-1/2 MILES E TOWARD
 AO0696'FREER AND 1/2 MILE S OF ROAD.  STATION IS 2.4 MILES ALONG OLD
 AO0696'ABANDONED FREER ROAD ESE FROM GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1253 ***********************************************************************
 BL1253  DESIGNATION -  MONTGOMERY
 BL1253  PID         -  BL1253
 BL1253  STATE/COUNTY-  TX/MONTGOMERY
 BL1253  USGS QUAD   -  CONROE (1976)
 BL1253
 BL1253                         *CURRENT SURVEY CONTROL
 BL1253  ___________________________________________________________________
 BL1253* NAD 83(1993)-  30 21 08.80588(N)    095 25 18.94722(W)     ADJUSTED  
 BL1253* NAVD 88     -        74.33   (+/-2cm)     243.9    (feet)  VERTCON   
 BL1253  ___________________________________________________________________
 BL1253  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BL1253  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1253
 BL1253  HORZ ORDER  -  THIRD
 BL1253  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1253
 BL1253.This mark is at Montgomery Co (CXO) Airport (CXO)
 BL1253
 BL1253.The horizontal coordinates were established by classical geodetic methods
 BL1253.and adjusted by the National Geodetic Survey in February 1996..
 BL1253
 BL1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1253.The vertical order pertains to the NGVD 29 superseded value.
 BL1253
 BL1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1253
 BL1253.The geoid height was determined by GEOID03.
 BL1253
 BL1253;                    North         East     Units Scale Factor Converg.
 BL1253;SPC TX C     - 3,086,444.953 1,172,020.421   MT  0.99994542   +2 31 46.8
 BL1253;SPC TX C     -10,126,111.48  3,845,203.66   sFT  0.99994542   +2 31 46.8
 BL1253;UTM  15      - 3,360,327.465   267,206.136   MT  1.00026862   -1 13 27.8
 BL1253
 BL1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1253!SPC TX C     -   0.99999265  x   0.99994542  =   0.99993807
 BL1253!UTM  15      -   0.99999265  x   1.00026862  =   1.00026127
 BL1253
 BL1253|---------------------------------------------------------------------|
 BL1253| PID    Reference Object                     Distance      Geod. Az  |
 BL1253|                                                           dddmmss.s |
 BL1253| BL1252 R 555                                22.178 METERS 10930     |
 BL1253| BL2227 MONTGOMERY CO APT WATER TANK         18.418 METERS 12628     |
 BL1253| BL1254 MONTGOMERY RM 1                      39.704 METERS 20421     |
 BL1253| BL1251 Q 555                                              2940541.2 |
 BL1253| BL1271 PARK                                               32409     |
 BL1253|---------------------------------------------------------------------|
 BL1253
 BL1253                          SUPERSEDED SURVEY CONTROL
 BL1253
 BL1253  NAD 83(1986)-  30 21 08.81891(N)    095 25 18.93089(W) AD(       ) 3
 BL1253  NAD 27      -  30 21 08.07100(N)    095 25 18.14900(W) AD(       ) 3
 BL1253  NGVD 29 (??/??/92)   74.336  (m)          243.88   (f) ADJ UNCH    1 2
 BL1253
 BL1253.Superseded values are not recommended for survey control.
 BL1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1253.See file dsdata.txt to determine how the superseded data were derived.
 BL1253
 BL1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6720660327(NAD 83)
 BL1253_MARKER: DS = TRIANGULATION STATION DISK
 BL1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1253_STAMPING: MONTGOMERY 1952
 BL1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1253+STABILITY: SURFACE MOTION
 BL1253
 BL1253  HISTORY     - Date     Condition        Report By
 BL1253  HISTORY     - 1952     MONUMENTED       CGS
 BL1253  HISTORY     - 1960     GOOD             NGS
 BL1253  HISTORY     - 1970     GOOD             TSI
 BL1253  HISTORY     - 1970     GOOD             NGS
 BL1253  HISTORY     - 1983     GOOD             LOCSUR
 BL1253  HISTORY     - 1985     GOOD             LOCENG
 BL1253
 BL1253                          STATION DESCRIPTION
 BL1253
 BL1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1253'THE STATION IS LOCATED AT THE MONTGOMERY COUNTY AIRPORT ABOUT
 BL1253'3.0 MILES NORTHEAST OF CONROE.  IT IS 52.5 FEET NORTHWEST
 BL1253'OF THE SOUTHWEST CORNER OF THE FOOTING SUPPORTING THE SOUTHWEST
 BL1253'LEG OF A WATER TANK AND 39.5 FEET WEST OF THE NORTHWEST
 BL1253'CORNER OF THE FOOTING SUPPORTING THE NORTHWEST LEG OF A
 BL1253'WATER TANK.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 BL1253'AND IS STAMPED MONTGOMERY 1952.
 BL1253'
 BL1253'REFERENCE MARK NO. 1 IS 81.0 FEET SOUTHWEST OF THE SOUTHWEST
 BL1253'LEG OF A WATER TANK, 3.5 FEET NORTH OF A SMALL PINE TREE
 BL1253'AND ABOUT 1.0 FOOT ABOVE THE ELEVATION OF THE STATION.  IT
 BL1253'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 BL1253'MONTGOMERY NO 1 1952.
 BL1253'
 BL1253'REFERENCE MARK NO. 2 (BENCH MARK R 555) IS ABOUT 1.5 FEET
 BL1253'ABOVE THE ELEVATION OF THE STATION.  IT IS A STANDARD BENCH
 BL1253'MARK DISK CEMENTED IN A DRILL HOLE NEAR THE NORTHEAST CORNER
 BL1253'OF THE CEMENT FOOTING SUPPORTING THE NORTHEAST LEG OF THE
 BL1253'WATER TANK AND IS STAMPED R 555 1947.
 BL1253'
 BL1253'THE AZIMUTH MARK (BENCH MARK Q 555) IS 74.0 FEET NORTH OF
 BL1253'THE CENTER OF A CATTLE GUARD AND OILED ROAD AT THE ENTRANCE
 BL1253'TO THE MONTGOMERY COUNTY AIRPORT, 62.0 FEET EAST OF THE
 BL1253'CENTER OF FARM ROAD NO. 1484, 24.0 FEET NORTH OF A POWERLINE
 BL1253'POLE, 1.5 FEET EAST OF A FENCE AND 1.5 FEET NORTH OF A WITNESS
 BL1253'POST.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF
 BL1253'A 10 INCH CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED
 BL1253'Q 555 1947.
 BL1253'
 BL1253'A TRAVERSE MEASUREMENT WAS MADE TO THE CENTER OF THE MONTGOMERY
 BL1253'COUNTY AIRPORT WATER TANK.
 BL1253'
 BL1253'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL1253
 BL1253                          STATION RECOVERY (1960)
 BL1253
 BL1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BL1253'5.05 MI NE FROM CONROE.
 BL1253'ABOUT 0.15 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL1253'STATION AT CONROE, THENCE 0.7 MILE EAST-NORTHEAST ALONG STATE HIGHWAY
 BL1253'105, THENCE 4.0 MILES NORTHEAST ALONG FARM ROAD 1484 TO THE NORTHWEST
 BL1253'ENTRANCE TO THE MONTGOMERY COUNTY AIRPORT, THENCE 0.2 MILE SOUTHEAST
 BL1253'ALONG A PAVED ROAD, ABOUT 167 YARDS SOUTHWEST OF THE PAVED ROAD, ABOUT
 BL1253'0.1 MILE WEST OF A CONCRETE ARCH HANGER, 41.2 FEET NORTHWEST OF THE
 BL1253'WEST STEEL LEG OF A WATER TANK (ELEVATED), 97.4 FEET NORTH-NORTHEAST
 BL1253'OF MONTGOMERY R.M. 1, 72.7 FEET WEST-NORTHWEST OF BENCH MARK R 555, IN
 BL1253'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BL1253
 BL1253                          STATION RECOVERY (1970)
 BL1253
 BL1253'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1970 (CB)
 BL1253'MONTGOMERY 1952-GOOD
 BL1253'
 BL1253'Q 555 1947 (AZ. MK)-GOOD
 BL1253'
 BL1253'R.M.S NOT SEARCHED FOR.
 BL1253
 BL1253                          STATION RECOVERY (1970)
 BL1253
 BL1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BL1253'RECOVERED IN GOOD CONDITION.
 BL1253
 BL1253                          STATION RECOVERY (1983)
 BL1253
 BL1253'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 BL1253'CONDITION OF MONUMENT--
 BL1253'
 BL1253'FOUND MONUMENT IN GOOD CONDITION.
 BL1253'
 BL1253'CONDITION OF AZIMUTH MARK--
 BL1253'
 BL1253'FOUND AZIMUTH MARK IN GOOD CONDITION.  THERE IS AN 8 INCH PINE AND
 BL1253'A 10 INCH PINE WITHIN 3.5 FEET OF AZIMUTH MARK.
 BL1253
 BL1253                          STATION RECOVERY (1985)
 BL1253
 BL1253'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (JDR)
 BL1253'ALL MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0443 ***********************************************************************
 BO0443  DESIGNATION -  MONTGOMERY
 BO0443  PID         -  BO0443
 BO0443  STATE/COUNTY-  TX/SCHLEICHER
 BO0443  USGS QUAD   -  ADAMS (1982)
 BO0443
 BO0443                         *CURRENT SURVEY CONTROL
 BO0443  ___________________________________________________________________
 BO0443* NAD 83(1993)-  30 57 49.14231(N)    100 16 54.36744(W)     ADJUSTED  
 BO0443* NAVD 88     -       727.     (meters)    2385.     (feet)  SCALED    
 BO0443  ___________________________________________________________________
 BO0443  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BO0443  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BO0443
 BO0443  HORZ ORDER  -  FIRST
 BO0443
 BO0443.The horizontal coordinates were established by classical geodetic methods
 BO0443.and adjusted by the National Geodetic Survey in February 1996..
 BO0443
 BO0443.The orthometric height was scaled from a topographic map.
 BO0443
 BO0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0443
 BO0443.The geoid height was determined by GEOID03.
 BO0443
 BO0443;                    North         East     Units Scale Factor Converg.
 BO0443;SPC TX C     - 3,143,778.191   704,925.924   MT  0.99988196   +0 01 35.6
 BO0443;SPC TX C     -10,314,212.28  2,312,744.47   sFT  0.99988196   +0 01 35.6
 BO0443;UTM  14      - 3,426,278.092   377,583.356   MT  0.99978485   -0 39 34.4
 BO0443
 BO0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0443!SPC TX C     -   0.99988938  x   0.99988196  =   0.99977135
 BO0443!UTM  14      -   0.99988938  x   0.99978485  =   0.99967425
 BO0443
 BO0443|---------------------------------------------------------------------|
 BO0443| PID    Reference Object                     Distance      Geod. Az  |
 BO0443|                                                           dddmmss.s |
 BO0443| CV4848 MONTGOMERY RM 1                     126.030 METERS 08729     |
 BO0443| BO0435 BEVANS                              APPROX.16.0 KM 1665730.1 |
 BO0443| CV4849 MONTGOMERY RM 2                      22.033 METERS 25740     |
 BO0443| CV4850 MONTGOMERY RM 3                      21.426 METERS 32926     |
 BO0443|---------------------------------------------------------------------|
 BO0443
 BO0443                          SUPERSEDED SURVEY CONTROL
 BO0443
 BO0443  NAD 83(1986)-  30 57 49.14864(N)    100 16 54.35303(W) AD(       ) 1
 BO0443  NAD 27      -  30 57 48.53700(N)    100 16 53.03900(W) AD(       ) 1
 BO0443
 BO0443.Superseded values are not recommended for survey control.
 BO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0443.See file dsdata.txt to determine how the superseded data were derived.
 BO0443
 BO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV7758326278(NAD 83)
 BO0443_MARKER: DS = TRIANGULATION STATION DISK
 BO0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0443
 BO0443  HISTORY     - Date     Condition        Report By
 BO0443  HISTORY     - 1935     MONUMENTED       CGS
 BO0443
 BO0443                          STATION DESCRIPTION
 BO0443
 BO0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0443'STATION IS ON THE PROPERTY OF B.W. MONTGOMERY AND IS ABOUT
 BO0443'14 MILES NW OF FORT MC KAVETT AND 21 MILES ENE OF ELDORADO.
 BO0443'
 BO0443'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BO0443'DISKS SET IN CONCRETE.
 BO0443'
 BO0443'REFERENCE MARK NO. 1 IS E OF STATION, AND PROJECTS 3 INCHES.
 BO0443'
 BO0443'REFERENCE MARK NO. 2 IS W BY S OF STATION, SET FLUSH WITH
 BO0443'THE GROUND.
 BO0443'
 BO0443'REFERENCE MARK NO. 3 IS NW BY N OF STATION, SET FLUSH WITH THE
 BO0443'GROUND.
 BO0443'
 BO0443'TO REACH THE STATION FROM THE COURTHOUSE IN ELDORADO, GO N
 BO0443'ON U.S. HIGHWAY 277 FOR 0.85 MILE, TURN RIGHT ONTO DIRT ROAD,
 BO0443'GO 6.8 MILES, TURN RIGHT, GO 3.0 MILES, CONTINUE AHEAD AT
 BO0443'T-ROAD LEFT, GO 2.05 MILES, TURN LEFT, GO 1.0 MILE, TURN RIGHT,
 BO0443'GO 5.55 MILES, PASSING THROUGH FOUR BUMP GATES EN ROUTE.  TAKE
 BO0443'LEFT FORK, GO 0.5 MILE, PASS THROUGH BUMP GATE, GO 0.45 MILE,
 BO0443'TAKE RIGHT FORK, GO 1.05 MILES, CROSS CATTLE GUARD, GO 0.35
 BO0443'MILE, TURN LEFT INTO YARD OF B.W. MONTGOMERY, GO 0.15 MILE,
 BO0443'PASSING TO RIGHT OF HOUSE AND THROUGH TWO GATES W OF BARN,
 BO0443'GO 0.95 MILE NNE ON VERY DIM ROAD, COME TO E-W FENCE, TURN
 BO0443'RIGHT ALONG FENCE, GO 0.1 MILE, PASS THROUGH GAP IN FENCE AT
 BO0443'FENCE CORNER, GO 0.8 MILE NE ACROSS COUNTRY TO STATION ON
 BO0443'HIGHEST GROUND.
 BO0443'
 BO0443'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0865 ***********************************************************************
 BP0865  DESIGNATION -  MONTGOMERY
 BP0865  PID         -  BP0865
 BP0865  STATE/COUNTY-  TX/PECOS
 BP0865  USGS QUAD   -  SIERRA MADERA NE (1980)
 BP0865
 BP0865                         *CURRENT SURVEY CONTROL
 BP0865  ___________________________________________________________________
 BP0865* NAD 83(1993)-  30 40 21.99810(N)    102 45 52.29315(W)     ADJUSTED  
 BP0865* NAVD 88     -      1130.4    (meters)    3709.     (feet)  VERTCON   
 BP0865  ___________________________________________________________________
 BP0865  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BP0865  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BP0865
 BP0865  HORZ ORDER  -  FIRST
 BP0865
 BP0865.The horizontal coordinates were established by classical geodetic methods
 BP0865.and adjusted by the National Geodetic Survey in February 1996..
 BP0865
 BP0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0865
 BP0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0865
 BP0865.The geoid height was determined by GEOID03.
 BP0865
 BP0865;                    North         East     Units Scale Factor Converg.
 BP0865;SPC TX C     - 3,114,078.120   467,063.979   MT  0.99989809   -1 15 07.9
 BP0865;SPC TX C     -10,216,771.30  1,532,359.07   sFT  0.99989809   -1 15 07.9
 BP0865;UTM  13      - 3,395,470.341   714,163.405   MT  1.00016583   +1 08 27.0
 BP0865
 BP0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0865!SPC TX C     -   0.99982615  x   0.99989809  =   0.99972425
 BP0865!UTM  13      -   0.99982615  x   1.00016583  =   0.99999195
 BP0865
 BP0865|---------------------------------------------------------------------|
 BP0865| PID    Reference Object                     Distance      Geod. Az  |
 BP0865|                                                           dddmmss.s |
 BP0865| CH9098 MONTGOMERY RM 1                      39.764 METERS 03706     |
 BP0865| CH9099 MONTGOMERY RM 2                      47.838 METERS 11800     |
 BP0865| CH9097 MONTGOMERY AZ MK                                   2353720.7 |
 BP0865|---------------------------------------------------------------------|
 BP0865
 BP0865                          SUPERSEDED SURVEY CONTROL
 BP0865
 BP0865  NAD 83(1986)-  30 40 21.99286(N)    102 45 52.28877(W) AD(       ) 1
 BP0865  NAD 27      -  30 40 21.41200(N)    102 45 50.73800(W) AD(       ) 1
 BP0865  NGVD 29 (07/19/86) 1130.1    (m)         3708.     (f) VERT ANG       
 BP0865
 BP0865.Superseded values are not recommended for survey control.
 BP0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0865.See file dsdata.txt to determine how the superseded data were derived.
 BP0865
 BP0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP1416395470(NAD 83)
 BP0865_MARKER: DS = TRIANGULATION STATION DISK
 BP0865_SETTING: 0 = UNSPECIFIED SETTING
 BP0865
 BP0865  HISTORY     - Date     Condition        Report By
 BP0865  HISTORY     - 1935     MONUMENTED       CGS
 BP0865
 BP0865                          STATION DESCRIPTION
 BP0865
 BP0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0865'STATION IS ABOUT 16 MILES SSE OF FT. STOCKTON AND IS LOCATED
 BP0865'ON THE N CENTRAL PART OF A N AND S RIDGE.  IT IS ABOUT 4 MILES
 BP0865'SW OF TEXAS HIGHWAY 82 AND IS ABOUT 2 MILES E OF A PROMINENT
 BP0865'FLAT-TOPPED HILL WITH A SEVEN-FOOT CAIRN ON THE TOP.  THE STATION
 BP0865'MARK IS A STANDARD DISK SET IN CONCRETE IN AN IRON PIPE.  THE
 BP0865'MARK PROJECTS 13 INCHES.
 BP0865'
 BP0865'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE
 BP0865'IN DEPRESSIONS IN BOULDERS.
 BP0865'
 BP0865'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS SET IN A 2-FOOT
 BP0865'BY 2-FOOT BOULDER AND PROJECTS 3 INCHES.
 BP0865'
 BP0865'REFERENCE MARK NO. 2 IS SE OF THE STATION.  IT PROJECTS 1 INCH.
 BP0865'THE AZIMUTH MARK IS ABOUT 1/2 MILE SW OF THE STATION.  IT IS
 BP0865'80 FEET E OF THE FENCE AND IS FLUSH WITH THE GROUND.
 BP0865'
 BP0865'THE STATION IS REACHED FROM THE PECOS COUNTY COURTHOUSE IN
 BP0865'FORT STOCKTON BY GOING SOUTHERLY ON TEXAS HIGHWAY 82, 11.0
 BP0865'MILES.  TURN OFF THE HIGHWAY 0.3 MILE W OF ADAMS RANCH, PASS
 BP0865'THROUGH A GATE AND FOLLOW A BLADED ROAD 0.7 MILE TO A GATE.
 BP0865'PASS THROUGH THE GATE AND CONTINUE 2.3 MILES.  PASS THROUGH
 BP0865'THE GATE AND CONTINUE 2.1 MILES TO A POINT OPPOSITE A
 BP0865'FLAT-TOPPED HILL ON THE RIGHT.  CONTINUE 0.4 MILE PASS THROUGH
 BP0865'THE GATE AND CONTINUE 0.6 MILE.  LEAVE THE ROAD, TURN LEFT
 BP0865'ON A DIM TRAIL, AND GO 1.2 MILE.  PASS THROUGH A GATE AND
 BP0865'CONTINUE ABOUT 100 YARDS.  TURN LEFT OFF THE TRAIL AND
 BP0865'DRIVE S SOUTHEASTERLY UP THE E SIDE OF THE DRAW TO THE
 BP0865'SADDLE.  THEN TURN LEFT AND DRIVE NORTHEASTERLY 0.4 MILE TO
 BP0865'THE STATION ON THE N CENTRAL PART OF THE RIDGE.
 BP0865'
 BP0865'A TEN-FOOT STAND WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2227 ***********************************************************************
 BL2227  DESIGNATION -  MONTGOMERY CO APT WATER TANK
 BL2227  PID         -  BL2227
 BL2227  STATE/COUNTY-  TX/MONTGOMERY
 BL2227  USGS QUAD   -  CONROE (1976)
 BL2227
 BL2227                         *CURRENT SURVEY CONTROL
 BL2227  ___________________________________________________________________
 BL2227* NAD 83(1993)-  30 21 08.45036(N)    095 25 18.39264(W)     ADJUSTED  
 BL2227* NAVD 88     -                                                        
 BL2227  ___________________________________________________________________
 BL2227  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BL2227  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2227
 BL2227  HORZ ORDER  -  THIRD
 BL2227
 BL2227.This mark is at Montgomery Co (CXO) Airport (CXO)
 BL2227
 BL2227.The horizontal coordinates were established by classical geodetic methods
 BL2227.and adjusted by the National Geodetic Survey in February 1996..
 BL2227
 BL2227
 BL2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2227
 BL2227.The geoid height was determined by GEOID03.
 BL2227
 BL2227;                    North         East     Units Scale Factor Converg.
 BL2227;SPC TX C     - 3,086,434.670 1,172,035.700   MT  0.99994544   +2 31 47.1
 BL2227;SPC TX C     -10,126,077.75  3,845,253.79   sFT  0.99994544   +2 31 47.1
 BL2227;UTM  15      - 3,360,316.200   267,220.713   MT  1.00026853   -1 13 27.5
 BL2227
 BL2227                          SUPERSEDED SURVEY CONTROL
 BL2227
 BL2227  NAD 83(1986)-  30 21 08.46275(N)    095 25 18.37685(W) AD(       ) 4
 BL2227  NAD 27      -  30 21 07.71500(N)    095 25 17.59400(W) AD(       ) 3
 BL2227
 BL2227.Superseded values are not recommended for survey control.
 BL2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2227.See file dsdata.txt to determine how the superseded data were derived.
 BL2227
 BL2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6722160316(NAD 83)
 BL2227_MARKER: 53 = ELEVATED TANK
 BL2227
 BL2227  HISTORY     - Date     Condition        Report By
 BL2227  HISTORY     - 1952     FIRST OBSERVED   NGS
 BL2227  HISTORY     - 19910615 GOOD             NGS
 BL2227
 BL2227                          STATION DESCRIPTION
 BL2227
 BL2227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 (RLE)
 BL2227'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CONROE, ON
 BL2227'LAND OWNED BY MONTGOMERY COUNTY AND ON A SMALL KNOLL ABOUT 0.05
 BL2227'MILE SOUTHWEST OF A LARGE HANGER.  IT IS A 4 LEGGED STEEL
 BL2227'STRUCTURE SUPPORTING THE TANK PROPER.  THE TANK HAS A CONICAL
 BL2227'SHAPED ROOF WITH A RED BLINKER LIGHT AT ITS TOP.  THE OVERALL
 BL2227'HEIGHT IS ABOUT 135 FEET.
 BL2227'
 BL2227'TO REACH THE STATION FROM THE POST OFFICE IN CONROE, GO EAST
 BL2227'ON STATE HIGHWAY 105 FOR 0.8 MILE TO FARM ROAD 1484 ON THE
 BL2227'LEFT.  TURN LEFT, NORTH AND FOLLOW FARM ROAD 1484 NORTH AND
 BL2227'NORTHEAST FOR 3.1 MILES TO A T ROAD RIGHT.  TURN RIGHT, EAST,
 BL2227'ON AN OILED ROAD FOR 0.25 MILE TO A T ROAD RIGHT.  TURN RIGHT,
 BL2227'SOUTH, ON AN OILED ROAD FOR 0.05 MILE TO WHERE THE ROAD CURVES
 BL2227'LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 BL2227'
 BL2227'THE RED BLINKER LIGHT AT THE TOP AND CENTER OF THE TANK
 BL2227'ROOF WAS OBSERVED.
 BL2227
 BL2227                          STATION RECOVERY (1991)
 BL2227
 BL2227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BL2227'THE STATION IS LOCATED AT MONTGOMERY COUNTY AIRPORT.  THE TANK IS
 BL2227'LOCATED ON THE SOUTHEAST SIDE OF THE AIRPORT ENTRANCE ROAD NEAR THE
 BL2227'AIRPORT MAINTENANCE BUILDING.  THE TANK IS A RED AND WHITE CHECKED
 BL2227'CYLINDRICAL SHAPE WITH A CONICAL TOP.  THE POINT INTERSECTED IS THE
 BL2227'FINIAL WITH OBSTRUCTION LIGHTS ON TOP OF FINIAL.  NOTE, THE STATION IS
 BL2227'ALSO PUBLISHED BY NGS IN QUAD 300952 STA 1048, HOWEVER, NGS POSITION
 BL2227'DOES NOT HOLD THE FIELD STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2222 ***********************************************************************
 BL2222  DESIGNATION -  MONTGOMERY COUNTY AIRPORT BCN
 BL2222  PID         -  BL2222
 BL2222  STATE/COUNTY-  TX/MONTGOMERY
 BL2222  USGS QUAD   -  CONROE (1976)
 BL2222
 BL2222                         *CURRENT SURVEY CONTROL
 BL2222  ___________________________________________________________________
 BL2222* NAD 83(1993)-  30 21 10.07818(N)    095 25 10.01534(W)     ADJUSTED  
 BL2222* NAVD 88     -                                                        
 BL2222  ___________________________________________________________________
 BL2222  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BL2222  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2222
 BL2222  HORZ ORDER  -  THIRD
 BL2222
 BL2222.This mark is at Montgomery Co (CXO) Airport (CXO)
 BL2222
 BL2222.The horizontal coordinates were established by classical geodetic methods
 BL2222.and adjusted by the National Geodetic Survey in February 1996..
 BL2222
 BL2222
 BL2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2222
 BL2222.The geoid height was determined by GEOID03.
 BL2222
 BL2222;                    North         East     Units Scale Factor Converg.
 BL2222;SPC TX C     - 3,086,494.622 1,172,256.985   MT  0.99994535   +2 31 51.4
 BL2222;SPC TX C     -10,126,274.44  3,845,979.79   sFT  0.99994535   +2 31 51.4
 BL2222;UTM  15      - 3,360,361.550   267,445.521   MT  1.00026724   -1 13 23.3
 BL2222
 BL2222                          SUPERSEDED SURVEY CONTROL
 BL2222
 BL2222  NAD 83(1986)-  30 21 10.09112(N)    095 25 09.99900(W) AD(       ) 4
 BL2222  NAD 27      -  30 21 09.34900(N)    095 25 09.21900(W) AD(       ) 3
 BL2222
 BL2222.Superseded values are not recommended for survey control.
 BL2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2222.See file dsdata.txt to determine how the superseded data were derived.
 BL2222
 BL2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6744660362(NAD 83)
 BL2222_MARKER: 21 = AIRPORT BEACON
 BL2222
 BL2222  HISTORY     - Date     Condition        Report By
 BL2222  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2222
 BL2222                          STATION DESCRIPTION
 BL2222
 BL2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2222'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CONROE,
 BL2222'ON LAND OWNED BY MONTGOMERY COUNTY.  IT IS AT THE TOP OF THE
 BL2222'CONTROL TOWER WHICH IS AT THE NORTHEAST CORNER OF A LARGE
 BL2222'HANGER.  THE OVERALL HEIGHT IS ABOUT 65 FEET.
 BL2222'
 BL2222'TO REACH THE STATION FROM THE POST OFFICE IN CONROE, GO EAST
 BL2222'ON STATE HIGHWAY 105 FOR 0.8 MILE TO FARM ROAD 1484 ON THE
 BL2222'LEFT.  TURN LEFT, NORTH AND FOLLOW FARM ROAD 1484 NORTH
 BL2222'AND NORTHEAST FOR 3.1 MILES TO A T ROAD RIGHT.  TURN RIGHT,
 BL2222'EAST, ON AN OILED ROAD FOR 0.3 MILE TO A LARGE HANGER AND THE
 BL2222'BEACON AT THE TOP OF THE CONTROL TOWER AS DESCRIBED.
 BL2222'
 BL2222'THE BEACON WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1254 ***********************************************************************
 BL1254  DESIGNATION -  MONTGOMERY RM 1
 BL1254  PID         -  BL1254
 BL1254  STATE/COUNTY-  TX/MONTGOMERY
 BL1254  USGS QUAD   -  CONROE (1976)
 BL1254
 BL1254                         *CURRENT SURVEY CONTROL
 BL1254  ___________________________________________________________________
 BL1254* NAD 83(1986)-  30 21 08.     (N)    095 25 19.     (W)     SCALED    
 BL1254* NAVD 88     -        74.58   (+/-2cm)     244.7    (feet)  VERTCON   
 BL1254  ___________________________________________________________________
 BL1254  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1254
 BL1254  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1254
 BL1254.This mark is at Montgomery Co (CXO) Airport (CXO)
 BL1254
 BL1254.The horizontal coordinates were scaled from a topographic map and have
 BL1254.an estimated accuracy of +/- 6 seconds.
 BL1254
 BL1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1254.The vertical order pertains to the NGVD 29 superseded value.
 BL1254
 BL1254.The geoid height was determined by GEOID03.
 BL1254
 BL1254;                    North         East    Units  Estimated Accuracy
 BL1254;SPC TX C     - 3,086,420.    1,172,020.      MT  (+/- 180 meters Scaled)
 BL1254
 BL1254                          SUPERSEDED SURVEY CONTROL
 BL1254
 BL1254  NGVD 29 (??/??/92)   74.584  (m)          244.70   (f) ADJ UNCH    1 2
 BL1254
 BL1254.Superseded values are not recommended for survey control.
 BL1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1254.See file dsdata.txt to determine how the superseded data were derived.
 BL1254
 BL1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP672603(NAD 83)
 BL1254_MARKER: DR = REFERENCE MARK DISK
 BL1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1254_STAMPING: MONTGOMERY NO 1 1952
 BL1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1254+STABILITY: SURFACE MOTION
 BL1254
 BL1254  HISTORY     - Date     Condition        Report By
 BL1254  HISTORY     - 1952     MONUMENTED       CGS
 BL1254  HISTORY     - 1960     GOOD             NGS
 BL1254
 BL1254                          STATION DESCRIPTION
 BL1254
 BL1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL1254'5.05 MI NE FROM CONROE.
 BL1254'ABOUT 0.15 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL1254'STATION AT CONROE, THENCE 0.7 MILE EAST-NORTHEAST ALONG STATE HIGHWAY
 BL1254'105, THENCE 4.0 MILE NORTHEAST ALONG FARM ROAD 1484 TO THE NORTHWEST
 BL1254'ENTRANCE TO THE MONTGOMERY COUNTY AIRPORT, THENCE 0.2 MILE SOUTHEAST
 BL1254'ALONG A PAVED ROAD, ABOUT 167 YARDS SOUTHWEST OF THE PAVED ROAD, ABOUT
 BL1254'0.1 MILE WEST OF A CONCRETE ARCH HANGER, 81 FEET SOUTHWEST OF THE WEST
 BL1254'STEEL LEG OF A WATER TANK (ELEVATED), 97.4 FEET SOUTH-SOUTHWEST OF
 BL1254'TRIANGULATION STATION MONTGOMERY 1952, IN THE TOP OF A CONCRETE POST
 BL1254'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2616 ***********************************************************************
 AX2616  DESIGNATION -  MONTHALIA METH CH SPIRE
 AX2616  PID         -  AX2616
 AX2616  STATE/COUNTY-  TX/GONZALES
 AX2616  USGS QUAD   -  COST (1987)
 AX2616
 AX2616                         *CURRENT SURVEY CONTROL
 AX2616  ___________________________________________________________________
 AX2616* NAD 83(1993)-  29 26 08.38918(N)    097 35 17.14815(W)     ADJUSTED  
 AX2616* NAVD 88     -                                                        
 AX2616  ___________________________________________________________________
 AX2616  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AX2616  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AX2616
 AX2616  HORZ ORDER  -  THIRD
 AX2616
 AX2616.The horizontal coordinates were established by classical geodetic methods
 AX2616.and adjusted by the National Geodetic Survey in February 1996..
 AX2616
 AX2616
 AX2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2616
 AX2616.The geoid height was determined by GEOID03.
 AX2616
 AX2616;                    North         East     Units Scale Factor Converg.
 AX2616;SPC TXSC     - 4,178,407.358   736,971.615   MT  0.99986478   +0 41 30.2
 AX2616;SPC TXSC     -13,708,658.14  2,417,881.04   sFT  0.99986478   +0 41 30.2
 AX2616;UTM  14      - 3,257,084.327   636,945.887   MT  0.99983141   +0 41 38.3
 AX2616
 AX2616                          SUPERSEDED SURVEY CONTROL
 AX2616
 AX2616  NAD 83(1986)-  29 26 08.39722(N)    097 35 17.13521(W) AD(       ) 4
 AX2616  NAD 27      -  29 26 07.54000(N)    097 35 16.16000(W) AD(       ) 3
 AX2616
 AX2616.Superseded values are not recommended for survey control.
 AX2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2616.See file dsdata.txt to determine how the superseded data were derived.
 AX2616
 AX2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT3694657084(NAD 83)
 AX2616_MARKER: 90 = CHURCH SPIRE
 AX2616
 AX2616  HISTORY     - Date     Condition        Report By
 AX2616  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2616
 AX2616                          STATION DESCRIPTION
 AX2616
 AX2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2616'THIS INTERSECTION STATION IS THE MONTHALIA METHODIST CHURCH LOCATED
 AX2616'ABOUT 2 MILES W OF VILLAGE OF COST.  IT IS A FRAME STRUCTURE
 AX2616'PAINTED WHITE, OPEN BELFRY WITH WEATHER VANE, BALL AND SPIRE
 AX2616'ON TOP.  REACHED FROM JUNCTION OF T 29 AND T 200, S OF GONZALES,
 AX2616'BY GOING W ON T 200 FOR 10.4 MILES TO SIDE ROAD RIGHT AND SIGN
 AX2616'MONTHALIA METHODIST CHURCH, TURN RIGHT ON GRAVEL ROAD FOR
 AX2616'1.2 MILES TO CHURCH ON RIGHT.  POINT OBSERVED UPON WAS BALL AND
 AX2616'SPIRE ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1274 ***********************************************************************
 AE1274  DESIGNATION -  MONUMENT
 AE1274  PID         -  AE1274
 AE1274  STATE/COUNTY-  TX/STARR
 AE1274  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE1274
 AE1274                         *CURRENT SURVEY CONTROL
 AE1274  ___________________________________________________________________
 AE1274* NAD 83(1993)-  26 21 18.03084(N)    098 46 03.18273(W)     ADJUSTED  
 AE1274* NAVD 88     -        75.261  (meters)     246.92   (feet)  ADJUSTED  
 AE1274  ___________________________________________________________________
 AE1274  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 AE1274  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AE1274  DYNAMIC HT  -          75.137 (meters)     246.51  (feet)  COMP
 AE1274  MODELED GRAV-     978,994.7   (mgal)                       NAVD 88
 AE1274
 AE1274  HORZ ORDER  -  FIRST
 AE1274  VERT ORDER  -  FIRST     CLASS II
 AE1274
 AE1274.The horizontal coordinates were established by classical geodetic methods
 AE1274.and adjusted by the National Geodetic Survey in February 1996..
 AE1274
 AE1274.The orthometric height was determined by differential leveling
 AE1274.and adjusted by the National Geodetic Survey in June 1991..
 AE1274
 AE1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1274
 AE1274.The geoid height was determined by GEOID03.
 AE1274
 AE1274.The dynamic height is computed by dividing the NAVD 88
 AE1274.geopotential number by the normal gravity value computed on the
 AE1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1274.degrees latitude (g = 980.6199 gals.).
 AE1274
 AE1274.The modeled gravity was interpolated from observed gravity values.
 AE1274
 AE1274;                    North         East     Units Scale Factor Converg.
 AE1274;SPC TX S     - 5,076,292.169   273,295.598   MT  0.99995790   -0 07 17.3
 AE1274;SPC TX S     -16,654,468.56    896,637.31   sFT  0.99995790   -0 07 17.3
 AE1274;UTM  14      - 2,915,020.646   523,192.651   MT  0.99960664   +0 06 11.5
 AE1274
 AE1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1274!SPC TX S     -   0.99999190  x   0.99995790  =   0.99994981
 AE1274!UTM  14      -   0.99999190  x   0.99960664  =   0.99959855
 AE1274
 AE1274|---------------------------------------------------------------------|
 AE1274| PID    Reference Object                     Distance      Geod. Az  |
 AE1274|                                                           dddmmss.s |
 AE1274| AE1273 MONUMENT RM 2                        12.503 METERS 02420     |
 AE1274| CV2699 MONUMENT RM                          11.760 METERS 04837     |
 AE1274| CV2971 R 873 RESET                                        1252907.2 |
 AE1274| CV2698 MONUMENT AZ MK                                     2153210.4 |
 AE1274| AE0683 Y 60=RP 4 IBC                       150.589 METERS 26258     |
 AE1274| AE1275 MONUMENT RM 3                         9.921 METERS 27536     |
 AE1274| AE1610 RIOGRANDE STANDPIPE                 APPROX. 5.0 KM 2961117.5 |
 AE1274| AE1605 RIOGRANDE CATH CH STEEPLE           APPROX. 6.0 KM 2983837.5 |
 AE1274| AE1607 RIOGRANDE METHODIST CHURCH STEEPLE  APPROX. 5.7 KM 2991439.0 |
 AE1274| AE1606 RIOGRANDE STARR CO CTHSE DOME       APPROX. 6.0 KM 2994026.0 |
 AE1274|---------------------------------------------------------------------|
 AE1274
 AE1274                          SUPERSEDED SURVEY CONTROL
 AE1274
 AE1274  NAD 83(1986)-  26 21 18.03359(N)    098 46 03.14205(W) AD(       ) 1
 AE1274  NAD 27      -  26 21 16.79113(N)    098 46 02.04694(W) AD(       ) 1
 AE1274  NGVD 29 (07/19/86)   74.4    (m)          244.     (f) VERT ANG       
 AE1274
 AE1274.Superseded values are not recommended for survey control.
 AE1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1274.See file dsdata.txt to determine how the superseded data were derived.
 AE1274
 AE1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ2319315021(NAD 83)
 AE1274_MARKER: DS = TRIANGULATION STATION DISK
 AE1274_SETTING: 66 = SET IN ROCK OUTCROP
 AE1274_SP_SET: ROCK OUTCROP
 AE1274_STAMPING: MONUMENT 1917
 AE1274_MARK LOGO: CGS   
 AE1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1274+STABILITY: POSITION/ELEVATION WELL
 AE1274
 AE1274  HISTORY     - Date     Condition        Report By
 AE1274  HISTORY     - 1917     MONUMENTED       CGS
 AE1274  HISTORY     - 1965     GOOD             USGS
 AE1274  HISTORY     - 1969     GOOD             CGS
 AE1274  HISTORY     - 1974     GOOD             NGS
 AE1274  HISTORY     - 1981     GOOD             NGS
 AE1274
 AE1274                          STATION DESCRIPTION
 AE1274
 AE1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1274'STATION IS ABOUT 3 MILES SE BY E OF RIOGRANDE ON A ROCKY
 AE1274'POINT OF THE TERRACE OR BEACH, 150 METERS (492 FEET) N
 AE1274'OF THE MILITARY ROAD.  A BRICK MONUMENT, EASILY VISIBLE FROM
 AE1274'THE ROAD, IS 12.9 METERS (42.3 FEET) FROM THE STATION
 AE1274'N 55 DEG 33 MIN W.  U.S. AND MEX. BOUNDARY
 AE1274'MON. R.P. NO. 4 A FEW METERS N OF THE ROAD, IS 150.58 METERS
 AE1274'(494.0 FEET) FROM THE STATION.
 AE1274'
 AE1274'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF CONCRETE.
 AE1274'
 AE1274'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1274'
 AE1274'REFERENCE MARK IS A STANDARD BRONZE DISK IN A BLOCK OF CONCRETE,
 AE1274'11.76 METERS (38.6 FEET) FROM THE STATION N 41 DEG 23 MIN E.
 AE1274'
 AE1274'ELEVATION OF STATION, 74.4 METERS (244 FEET).
 AE1274
 AE1274                          STATION RECOVERY (1965)
 AE1274
 AE1274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1274'STATION WAS RECOVERED.  IT IS A STANDARD TABLET SET IN ROCK,
 AE1274'STAMPED MONUMENT 1917.  REFERENCE MARK WAS NOT RECOVERED.
 AE1274'
 AE1274'REVISED DESCRIPTION--RIO GRANDE CITY, TEXAS, JCT OF U.S.
 AE1274'HWY 83 AND FARM ROAD 755, GO 2.9 MILES EAST ALONG HWY 83,
 AE1274'TURN LEFT ONTO OLD HARD SURFACED ROAD AND GO 0.5 MILE, TURN
 AE1274'LEFT JUST WEST OF A CHURCH, GO ACROSS RAILROAD TRACK AND
 AE1274'TURN RIGHT, GO 0.1 MILE TO GATE ON THE LEFT, WALK UP A STEEP
 AE1274'HILL TO THE NORTH, WALK TOWARDS A WHITE CROSS ON THE HILLTOP,
 AE1274'THE STATION IS ABOUT 42 FEET ESE OF THE CROSS.
 AE1274
 AE1274                          STATION RECOVERY (1969)
 AE1274
 AE1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE1274'THE STATION MARK WAS FOUND SET IN A DRILL HOLE IN OUTCROPPING
 AE1274'BEDROCK AND NOT IN A CONCRETE POST AS DESCRIBED IN THE 1917
 AE1274'DESCRIPTION.  A HOLE WAS FOUND WHERE THE REFERENCE MARK WAS SET AND
 AE1274'THE DISK GONE.  A CHECK WAS MADE BY ANGLES AND MEASUREMENT TO BE
 AE1274'SURE THIS STATION WAS IN THE ORIGINAL POSITION AND FOUND TO BE
 AE1274'SO.  EVIDENTLY THE 1917 DESCRIPTION WAS IN ERROR ON THE STATION
 AE1274'MARK.  A NEW DESCRIPTION FOLLOWS.
 AE1274'
 AE1274'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF RIO GRANDE
 AE1274'CITY, ON A BLUFF OVERLOOKING THE SMALL SETTLEMENT OF SANTA CRUZ, 42
 AE1274'FEET SOUTHEAST OF THE CENTER OF THE BASE OF A BRICK MONUMENT ABOUT
 AE1274'8 FEET HIGH WITH A WOODEN CROSS AT THE TOP, 80 FEET EAST OF THE
 AE1274'WEST EDGE OF THE BLUFF, 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AE1274'OF THE MONUMENT, 10 FEET NORTH OF THE SOUTH EDGE OF THE BLUFF, A
 AE1274'STANDARD DISK STAMPED MONUMENT 1917 SET IN A DRILL HOLE IN
 AE1274'OUTCROPPING BEDROCK.
 AE1274'
 AE1274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 AE1274'ROAD 755 (ABOUT 1 MILE SOUTHEAST OF RIO GRANDE CITY) GO SOUTHEAST ON
 AE1274'HIGHWAY 83 FOR 2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.  TURN
 AE1274'LEFT ON DIRT ROAD AND GO NORTH FOR 0.05 MILE TO A PAVED ROAD.  TURN
 AE1274'LEFT ON THE PAVED ROAD AND GO WEST FOR ABOUT 150 FEET TO A SIDE ROAD
 AE1274'RIGHT.  TURN RIGHT CROSSING RAILROAD TRACKS FOR ABOUT 200 FEET
 AE1274'THENCE EAST ON DIRT ROAD FOR 0.05 MILE TO A GATE ON THE LEFT.  AT
 AE1274'THIS POINT PACK NORTH UP THE BLUFF TO THE STATION.
 AE1274'
 AE1274'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MONUMENT 1917 NO 2 1969
 AE1274'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, 48 FEET NORTHEAST OF THE
 AE1274'NORTHEAST CORNER OF THE MONUMENT, ABOUT 5 FEET LOWER IN ELEVATION
 AE1274'THAN THE STATION AND 13 FEET NORTHWEST OF A 6 INCH MESQUITE TREE.
 AE1274'
 AE1274'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MONUMENT 1917 NO 3 1969
 AE1274'SET IN A DRILL HOLE IN OUTCRIPPING BEDROCK, 48 FEET EAST OF THE WEST
 AE1274'EDGE OF THE BLUFF, 16 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 AE1274'MONUMENT AND 6 FEET NORTH OF THE SOUTH EDGE OF THE BLUFF.
 AE1274'
 AE1274'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MONUMENT 1917 1969 SET
 AE1274'IN A DRILL HOLE AT THE SOUTHWEST END OF A TRIPLE CONCRETE CULVERT,
 AE1274'39 FEET EAST OF THE CENTERLINE OF A DIRT ROAD SOUTH AND 27 FEET
 AE1274'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 AE1274'
 AE1274'U.S. AND MEX. BOUNDRY MON. R P NO. 4 IS A 3 INCH SQUARE STEEL PLATE
 AE1274'WITH THE INSCRIPTION I B C CAST IN IT AND SET ON THE TOP OF A
 AE1274'CONCRETE POST WHICH PROJECTS + OR - 4 INCHES, 45 FEET NORTH OF THE
 AE1274'CENTERLINE OF OLD PAVED ROAD, 23 FEET NORTHEAST OF A POWER
 AE1274'POLE, 9 FEET NORTH OF A FENCE, 1 FOOT EAST OF A STEEL PIPE
 AE1274'WHICH PROJECTS 2 FEET, 1 FOOT WEST OF A STEEL PIPE WHICH PROJECTS
 AE1274'2 FEET., AND ABOUT 200 FEET WEST OF THE CENTER OF THE ROAD
 AE1274'CROSSING RAILROAD TRACKS.
 AE1274'
 AE1274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 AE1274'SOUTHEAST OF RIO GRANDE CITY.
 AE1274'
 AE1274'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AE1274
 AE1274                          STATION RECOVERY (1974)
 AE1274
 AE1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AE1274'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 AE1274'CONDITION.
 AE1274'
 AE1274'AZIMUTH MARK 1917 1969 WAS FOUND TO BE OBSTRUCTED BY TREES
 AE1274'TO THE STATION AT THIS TIME.  A NEW AZIMUTH MARK WAS ESTABLISHED
 AE1274'AT THIS TIME AND POLARIS WAS OBSERVED.
 AE1274'
 AE1274'A TRAVERSE TIE WAS MADE TO U.S. AND MEX. BOUNDARY R P NO. 4
 AE1274'1917 AT THIS TIME.
 AE1274'
 AE1274'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE CHECKED.
 AE1274'
 AE1274'THE 1969 DESCRIPTION AND TO REACH THE STATION IS ADEQUATE--
 AE1274'
 AE1274'AZIMUTH MARK (BM R 873 RESET 1953) IS A STANDARD BENCH MARK
 AE1274'DISK, SET IN A DRILL HOLE AT THE EAST END OF THE SOUTH HEADWALL
 AE1274'OF A TRIPLE CONCRETE CULVERT AND IS STAMPED R 873 RESET
 AE1274'1953.  IT IS 22 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY,
 AE1274'0.6 FEET WEST OF THE EAST END OF CULVERT AND ABOUT THE SAME
 AE1274'ELEVATION AS THE HIGHWAY.
 AE1274'
 AE1274'TO REACH THE AZIMUTH MARK (BM R 873 RESET 1953) FROM THE
 AE1274'SIDE ROAD LEAVING U.S. HIGHWAY 83 TO STATION.  CONTINUE EASTERLY
 AE1274'ON U.S. HWY. 83 FOR 1.0 MILE TO CULVERT AND MARK ON THE
 AE1274'RIGHT, SOUTH SIDE OF THE HIGHWAY.
 AE1274'
 AE1274'U.S. AND MEX. BOUNDARY MONUMENT R P NO 4, IS A 2-INCH IRON
 AE1274'SQUARE PLATE, SET IN CONCRETE, THAT PROJECTS ABOUT 4-INCHES,
 AE1274'WITH THE FOLLOWING LETTERS CAST ON THE IRON PLATE, I B C + C DEL,
 AE1274'AND R P AND THE NUMBER 4 INSCRIBED IN THE CONCRETE.  IT IS 204 FEET
 AE1274'WEST OF THE ROAD LEADING NORTH CROSSING RAILROAD TRACKS,
 AE1274'75 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 45 FEET
 AE1274'NORTH OF THE CENTER OF THE OLD MILITARY HIGHWAY, AND 23 FEET
 AE1274'NORTHEAST OF A TELEPHONE POLE.
 AE1274'
 AE1274'THE BLUFF THE STATION IS LOCATED ON CAN BE EASILY IDENTIFIED
 AE1274'FROM THE HIGHWAY, BY THE LARGE WHITE MONUMENT WITH CROSS,
 AE1274'THAT IS LOCATED JUST TO THE NORTHWEST OF THE STATION.
 AE1274'
 AE1274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--RIO GRANDE
 AE1274'CITY 4-1/2 MILES SE
 AE1274
 AE1274                          STATION RECOVERY (1981)
 AE1274
 AE1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1274'6.0 KM (3.75 MI) SE FROM RIO GRANDE CITY.
 AE1274'NEW DESCRIPTION FOLLOWS, THE STATION RM 2, RM 3, AND AZ MK WERE
 AE1274'RECOVERED THIS DATE, 5.6 KM (3.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 83
 AE1274'FROM THE JUNCTION OF STATE ROUTE 755 NORTH, TO A DIRT ROAD LEADING
 AE1274'NORTH NORTHEAST, THENCE NORTH NORTHEAST ON DIRT ROAD FOR 0.16 KM
 AE1274'(0.1 MI) THENCE SOUTHEAST ON DIRT ROAD FOR 0.24 KM (0.15 MI) TO DIRT
 AE1274'ROAD LEADING NORTH NORTHEAST AND ACROSS THE MISSOURI PACIFIC RAILROAD,
 AE1274'AND THE HIGHWAY, BY A LARGE WHITE MONUMENT WITH CROSS, THAT IS LOCATED
 AE1274'JUST TO THE NORTHWEST OF STATION, PACK UP SOUTHWEST SIDE OF BLUFF, SET
 AE1274'IN TOP OF OUTCROP AT THE TOP AND ABOUT THE CENTER OF BLUFF.
 AE1274'3.0 METERS (10.0 FT) NORTH OF SOUTH EDGE OF BLUFF, 10.7 (35.0 FT)
 AE1274'SOUTHEAST OF SOUTHEAST EDGE OF MONUMENT, AND 24.4 METERS (80.0 FT)
 AE1274'EAST OF WEST EDGE OF BLUFF.
 AE1274'THE MARK IS ABOVE LEVEL WITH TOP OF BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0898 ***********************************************************************
 CB0898  DESIGNATION -  MONUMENT
 CB0898  PID         -  CB0898
 CB0898  STATE/COUNTY-  TX/IRION
 CB0898  USGS QUAD   -  NOELKE SW (1987)
 CB0898
 CB0898                         *CURRENT SURVEY CONTROL
 CB0898  ___________________________________________________________________
 CB0898* NAD 83(1993)-  31 05 27.99039(N)    100 54 08.68397(W)     ADJUSTED  
 CB0898* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 CB0898  ___________________________________________________________________
 CB0898  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 CB0898  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CB0898
 CB0898  HORZ ORDER  -  FIRST
 CB0898
 CB0898.The horizontal coordinates were established by classical geodetic methods
 CB0898.and adjusted by the National Geodetic Survey in February 1996..
 CB0898
 CB0898.The orthometric height was scaled from a topographic map.
 CB0898
 CB0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0898
 CB0898.The geoid height was determined by GEOID03.
 CB0898
 CB0898;                    North         East     Units Scale Factor Converg.
 CB0898;SPC TX C     - 3,158,045.490   645,708.874   MT  0.99988296   -0 17 35.2
 CB0898;SPC TX C     -10,361,020.91  2,118,463.20   sFT  0.99988296   -0 17 35.2
 CB0898;UTM  14      - 3,441,255.130   318,541.423   MT  1.00000617   -0 58 57.6
 CB0898
 CB0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0898!SPC TX C     -   0.99987897  x   0.99988296  =   0.99976195
 CB0898!UTM  14      -   0.99987897  x   1.00000617  =   0.99988514
 CB0898
 CB0898|---------------------------------------------------------------------|
 CB0898| PID    Reference Object                     Distance      Geod. Az  |
 CB0898|                                                           dddmmss.s |
 CB0898| CB0895 USGS MARK NEAR STATION MONUMENT      28.307 METERS 00751     |
 CB0898| CB0892 BOLT                                APPROX. 7.2 KM 0455113.1 |
 CB0898| CV4851 MONUMENT RM 1                        29.132 METERS 12019     |
 CB0898| CV4852 MONUMENT RM 2                        34.787 METERS 22229     |
 CB0898| CV4853 MONUMENT RM 3                        33.684 METERS 35944     |
 CB0898|---------------------------------------------------------------------|
 CB0898
 CB0898                          SUPERSEDED SURVEY CONTROL
 CB0898
 CB0898  NAD 83(1986)-  31 05 27.99814(N)    100 54 08.66900(W) AD(       ) 1
 CB0898  NAD 27      -  31 05 27.38900(N)    100 54 07.27800(W) AD(       ) 1
 CB0898
 CB0898.Superseded values are not recommended for survey control.
 CB0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0898.See file dsdata.txt to determine how the superseded data were derived.
 CB0898
 CB0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV1854141255(NAD 83)
 CB0898_MARKER: DS = TRIANGULATION STATION DISK
 CB0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0898
 CB0898  HISTORY     - Date     Condition        Report By
 CB0898  HISTORY     - 1935     MONUMENTED       CGS
 CB0898  HISTORY     - 1937     GOOD             TXHD
 CB0898
 CB0898                          STATION DESCRIPTION
 CB0898
 CB0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0898'STATION IS ON THE LAND OF W.M. NOELKE, ABOUT 15 MILES SSW OF
 CB0898'SHERWOOD, 4 MILES SSE OF NOELKE, ABOUT 1/4 MILE N OF THE
 CB0898'IRION-SCHLEICHER COUNTY LINE.
 CB0898'
 CB0898'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CB0898'CONCRETE AS DESCRIBED.
 CB0898'
 CB0898'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CB0898'HOLE IN BEDROCK.
 CB0898'
 CB0898'REFERENCE MARK NO. 1 IS SE OF THE STATION AND PROJECTS 8 INCHES.
 CB0898'
 CB0898'REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS 8 INCHES.
 CB0898'
 CB0898'REFERENCE MARK NO. 3 IS N OF THE STATION AND PROJECTS 6 INCHES.
 CB0898'
 CB0898'THERE IS A U.S.G.S. MARK N BY W OF THE STATION TO WHICH A TIE
 CB0898'WAS MADE.  ALSO, THIS MARK IS JUST W OF REFERENCE MARK NO. 3.
 CB0898'
 CB0898'TO REACH FROM NOELKE, A SIDING ON THE KANSAS CITY, MEXICO AND
 CB0898'ORIENT RAILROAD, ABOUT 11 MILES W OF MERTZON ON U.S. HIGHWAY 67,
 CB0898'CROSS RAILROAD TRACKS AND PASS THROUGH STEEL GATE, TAKE RIGHT
 CB0898'FORK, GO 0.05 MILE TO RED GATE, PASS THROUGH, GO 1.1 MILES
 CB0898'TO GATE, PASS THROUGH, GO 2.35 MILES TO STEEL GATE, PASS
 CB0898'THROUGH, TAKE LEFT FORK, GO 1.7 MILES TO S. MC KEE HOUSE, PASS
 CB0898'THROUGH GATE TO RIGHT OF WINDMILL, TURN LEFT, PASS THROUGH
 CB0898'GATE, TURN RIGHT, PASS THROUGH GATE, TURN LEFT ONTO DIM ROCKY
 CB0898'ROAD UPHILL FOR 0.1 MILE, TAKE LEFT FORK, GO N 0.4 MILE TO
 CB0898'CORRAL, PASS THROUGH CORRAL, FOLLOW FENCE W ACROSS PASTURE
 CB0898'FOR 0.5 MILE, TURN RIGHT AND GO ABOUT 120 YARDS TO STATION.
 CB0898'MARK PROJECTS 7 INCHES.
 CB0898'
 CB0898'HEIGHT OF LIGHT ABOVE STATION MARK- 14 METERS.
 CB0898
 CB0898                          STATION RECOVERY (1937)
 CB0898
 CB0898'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0898'STATION, REFERENCE MARKS, AND U.S.G.S. MARK WERE RECOVERED
 CB0898'IN GOOD CONDITION AS DESCRIBED EXCEPT THAT STATION IS FLUSH
 CB0898'WITH GROUND AND U.S.G.S. MARK IS SE OF REFERENCE MARK NO. 3.
 CB0898'DESCRIPTION FOR LOCATING STATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1782 ***********************************************************************
 CS1782  DESIGNATION -  MONUMENT 110 C OF FW
 CS1782  PID         -  CS1782
 CS1782  STATE/COUNTY-  TX/TARRANT
 CS1782  USGS QUAD   -  HALTOM CITY (1981)
 CS1782
 CS1782                         *CURRENT SURVEY CONTROL
 CS1782  ___________________________________________________________________
 CS1782* NAD 83(1986)-  32 46 11.     (N)    097 21 19.     (W)     SCALED    
 CS1782* NAVD 88     -       178.98   (+/-2cm)     587.2    (feet)  VERTCON   
 CS1782  ___________________________________________________________________
 CS1782  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1782
 CS1782  VERT ORDER  -  THIRD (See Below)
 CS1782
 CS1782.The horizontal coordinates were scaled from a topographic map and have
 CS1782.an estimated accuracy of +/- 6 seconds.
 CS1782
 CS1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1782.The vertical order pertains to the NGVD 29 superseded value.
 CS1782
 CS1782.The geoid height was determined by GEOID03.
 CS1782
 CS1782;                    North         East    Units  Estimated Accuracy
 CS1782;SPC TXNC     - 2,122,900.      707,240.      MT  (+/- 180 meters Scaled)
 CS1782
 CS1782                          SUPERSEDED SURVEY CONTROL
 CS1782
 CS1782  NGVD 29 (01/29/03)  178.98   (m)          587.2    (f) RESET       3  
 CS1782
 CS1782.Superseded values are not recommended for survey control.
 CS1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1782.See file dsdata.txt to determine how the superseded data were derived.
 CS1782
 CS1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB540269(NAD 83)
 CS1782_MARKER: DD = SURVEY DISK
 CS1782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1782_SP_SET: SIDE WALK
 CS1782_STAMPING: MONUMENT 110
 CS1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1782
 CS1782  HISTORY     - Date     Condition        Report By
 CS1782  HISTORY     - UNK      MONUMENTED       TX2450
 CS1782  HISTORY     - 1957     GOOD             NGS
 CS1782  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1782  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1782
 CS1782                          STATION DESCRIPTION
 CS1782
 CS1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1782'IN FORT WORTH.
 CS1782'THIS MARK IS A CITY OF FORT WORTH DISK ABOUT 1.5 INCHES IN DIAMETER,
 CS1782'STAMPED MONUMENT 110 SET FLUSH WITH THE TOP OF A CONCRETE POST WHICH
 CS1782'IS SET FLUSH WITH THE SURFACE OF THE CONCRETE SIDE WALK IN THE NORTH
 CS1782'EAST POINT OF THE INTERSECTION OF 12TH STREET AND HOMAN AVE., ABOUT
 CS1782'01.6 MILES NORTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH.  IT IS
 CS1782'ON THE NORTH SIDE OF 12TH STREET AND EAST OF HOMAN AVE., 3 FEET SOUTH
 CS1782'OF THE STONE RETAINING WALL AND CORNER OF THE FRONT YARD OF THE
 CS1782'RESIDENCE AT 1300 HOMAN AND IS 6 FEET WEST OF A POWER POLE.
 CS1782
 CS1782                          STATION RECOVERY (1984)
 CS1782
 CS1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1782'MARK NOT FOUND.
 CS1782
 CS1782                          STATION RECOVERY (1989)
 CS1782
 CS1782'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2008 ***********************************************************************
 AW2008  DESIGNATION -  MONUMENT B PHILCM
 AW2008  PID         -  AW2008
 AW2008  STATE/COUNTY-  TX/HARRIS
 AW2008  USGS QUAD   -  PASADENA (1995)
 AW2008
 AW2008                         *CURRENT SURVEY CONTROL
 AW2008  ___________________________________________________________________
 AW2008* NAD 83(1986)-  29 44 26.     (N)    095 10 26.     (W)     SCALED    
 AW2008* NAVD 88     -         1.87   (+/-2cm)       6.1    (feet)  VERTCON   
 AW2008  ___________________________________________________________________
 AW2008  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2008
 AW2008  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2008
 AW2008.The horizontal coordinates were scaled from a topographic map and have
 AW2008.an estimated accuracy of +/- 6 seconds.
 AW2008
 AW2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2008.The vertical order pertains to the NGVD 29 superseded value.
 AW2008
 AW2008.The geoid height was determined by GEOID03.
 AW2008
 AW2008;                    North         East    Units  Estimated Accuracy
 AW2008;SPC TXSC     - 4,217,430.      970,020.      MT  (+/- 180 meters Scaled)
 AW2008
 AW2008                          SUPERSEDED SURVEY CONTROL
 AW2008
 AW2008  NGVD 29 (??/??/92)    1.865  (m)            6.12   (f) ADJ UNCH    1 2
 AW2008
 AW2008.Superseded values are not recommended for survey control.
 AW2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2008.See file dsdata.txt to determine how the superseded data were derived.
 AW2008
 AW2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN897920(NAD 83)
 AW2008_MARKER: DD = SURVEY DISK
 AW2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2008+STABILITY: SURFACE MOTION
 AW2008
 AW2008  HISTORY     - Date     Condition        Report By
 AW2008  HISTORY     - UNK      MONUMENTED       PHILCM
 AW2008  HISTORY     - 1964     GOOD             NGS
 AW2008  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2008  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW2008
 AW2008                          STATION DESCRIPTION
 AW2008
 AW2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2008'5.8 MI E FROM PASADENA.
 AW2008'ABOUT 1.1 MILES SOUTHWEST ALONG NORTH RICHEY STREET FROM THE SOUTH END
 AW2008'OF THE WASHBURN TUNNEL AT PASADENA, THENCE 2.75 MILES EAST ALONG STATE
 AW2008'HIGHWAY 225 TO THE TRUCK ENTRANCE TO THE PHILLIPS CHEMICAL COMPANY,
 AW2008'THENCE 1.65 MILES NORTH ALONG THE TRUCK ROUTE TO A GUARD GATE, THENCE
 AW2008'0.4 MILE NORTH ALONG A PAVED ROAD INSIDE THE PLANT, ABOUT 0.1 MILE
 AW2008'NORTHWEST OF A WATER TOWER, 136 FEET WEST OF THE CENTER LINE OF THE
 AW2008'ROAD, 116 FEET NORTH OF THE NORTHWEST CORNER OF A TILE BUILDING, 113
 AW2008'1/2 FEET WEST OF A FIRE HYDRANT, 30 FEET SOUTH OF THE SOUTH RAIL OF A
 AW2008'SPUR TRACK, 26 1/2 FEET NORTH OF A CONCRETE CURBING, SET IN THE TOP OF
 AW2008'A CONCRETE POST WHICH IS ENCASED IN AN 8-INCH TILE PIPE COVERED BY A
 AW2008'METAL PLATE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.
 AW2008
 AW2008                          STATION RECOVERY (1978)
 AW2008
 AW2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2008'NOT RECOVERED.
 AW2008
 AW2008                          STATION RECOVERY (2004)
 AW2008
 AW2008'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1273 ***********************************************************************
 AE1273  DESIGNATION -  MONUMENT RM 2
 AE1273  PID         -  AE1273
 AE1273  STATE/COUNTY-  TX/STARR
 AE1273  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE1273
 AE1273                         *CURRENT SURVEY CONTROL
 AE1273  ___________________________________________________________________
 AE1273* NAD 83(1986)-  26 21 17.     (N)    098 46 06.     (W)     SCALED    
 AE1273* NAVD 88     -        74.186  (meters)     243.39   (feet)  ADJUSTED  
 AE1273  ___________________________________________________________________
 AE1273  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AE1273  DYNAMIC HT  -          74.063 (meters)     242.99  (feet)  COMP
 AE1273  MODELED GRAV-     978,994.8   (mgal)                       NAVD 88
 AE1273
 AE1273  VERT ORDER  -  FIRST     CLASS II
 AE1273
 AE1273.The horizontal coordinates were scaled from a topographic map and have
 AE1273.an estimated accuracy of +/- 6 seconds.
 AE1273
 AE1273.The orthometric height was determined by differential leveling
 AE1273.and adjusted by the National Geodetic Survey in June 1991..
 AE1273
 AE1273.The geoid height was determined by GEOID03.
 AE1273
 AE1273.The dynamic height is computed by dividing the NAVD 88
 AE1273.geopotential number by the normal gravity value computed on the
 AE1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1273.degrees latitude (g = 980.6199 gals.).
 AE1273
 AE1273.The modeled gravity was interpolated from observed gravity values.
 AE1273
 AE1273;                    North         East    Units  Estimated Accuracy
 AE1273;SPC TX S     - 5,076,260.      273,220.      MT  (+/- 180 meters Scaled)
 AE1273
 AE1273                          SUPERSEDED SURVEY CONTROL
 AE1273
 AE1273.No superseded survey control is available for this station.
 AE1273
 AE1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ231149(NAD 83)
 AE1273_MARKER: DR = REFERENCE MARK DISK
 AE1273_SETTING: 66 = SET IN ROCK OUTCROP
 AE1273_SP_SET: ROCK OUTCROP
 AE1273_STAMPING: MONUMENT 1917 NUMBER 2 1969
 AE1273_MARK LOGO: CGS   
 AE1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1273+STABILITY: POSITION/ELEVATION WELL
 AE1273
 AE1273  HISTORY     - Date     Condition        Report By
 AE1273  HISTORY     - 1969     MONUMENTED       CGS
 AE1273  HISTORY     - 1981     GOOD             NGS
 AE1273
 AE1273                          STATION DESCRIPTION
 AE1273
 AE1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1273'6.0 KM (3.75 MI) SE FROM RIO GRANDE CITY.
 AE1273'NEW DESCRIPTION FOLLOWS, 5.6 KM (3.5 MI) SOUTHEAST ALONG U.S. HIGHWAY
 AE1273'83 FROM THE JUNCTION OF STATE ROUTE 755 NORTH IN RIO GRANDE CITY,
 AE1273'THENCE NORTH NORTHEAST ON DIRT ROAD FOR 0.16 KM (0.1 MI), THENCE
 AE1273'SOUTHEAST ON DIRT ROAD FOR 0.2 KM (0.15 MI) TO DIRT ROAD LEADING NORTH
 AE1273'NORTHEAST ACROSS MISSOURI PACIFIC RAILROAD AND THE BASE OF A HIGH
 AE1273'BLUFF, THE BLUFF CAN BE EASILY IDENTIFIED FROM THE HIGHWAY, BY A LARGE
 AE1273'WHITE MONUMENT AND CROSS, THAT IS LOCATED JUST TO THE NORTHWEST OF
 AE1273'TRIANGULATION STATION MONUMENT, PACK UP SOUTH WEST SIDE OF BLUFF, DISK
 AE1273'SET IN TOP OF OUTCROP, 14.6 METERS (48.0 FT) NORTHEAST OF NORTHEAST
 AE1273'CORNER OF MONUMENT, 12.5 METERS (41.0 FT) NORTH NORTHEAST OF
 AE1273'TRIANGULATION STATION MONUMENT, AND 18.3 METERS (60.0 FT) EAST
 AE1273'NORTHEAST OF RM 3.
 AE1273'THE MARK IS 1.3 M BELOW TRIANGULATION STATION MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1275 ***********************************************************************
 AE1275  DESIGNATION -  MONUMENT RM 3
 AE1275  PID         -  AE1275
 AE1275  STATE/COUNTY-  TX/STARR
 AE1275  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE1275
 AE1275                         *CURRENT SURVEY CONTROL
 AE1275  ___________________________________________________________________
 AE1275* NAD 83(1986)-  26 21 17.     (N)    098 46 06.     (W)     SCALED    
 AE1275* NAVD 88     -        75.260  (meters)     246.92   (feet)  ADJUSTED  
 AE1275  ___________________________________________________________________
 AE1275  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AE1275  DYNAMIC HT  -          75.136 (meters)     246.51  (feet)  COMP
 AE1275  MODELED GRAV-     978,994.8   (mgal)                       NAVD 88
 AE1275
 AE1275  VERT ORDER  -  FIRST     CLASS II
 AE1275
 AE1275.The horizontal coordinates were scaled from a topographic map and have
 AE1275.an estimated accuracy of +/- 6 seconds.
 AE1275
 AE1275.The orthometric height was determined by differential leveling
 AE1275.and adjusted by the National Geodetic Survey in June 1991..
 AE1275
 AE1275.The geoid height was determined by GEOID03.
 AE1275
 AE1275.The dynamic height is computed by dividing the NAVD 88
 AE1275.geopotential number by the normal gravity value computed on the
 AE1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1275.degrees latitude (g = 980.6199 gals.).
 AE1275
 AE1275.The modeled gravity was interpolated from observed gravity values.
 AE1275
 AE1275;                    North         East    Units  Estimated Accuracy
 AE1275;SPC TX S     - 5,076,260.      273,220.      MT  (+/- 180 meters Scaled)
 AE1275
 AE1275                          SUPERSEDED SURVEY CONTROL
 AE1275
 AE1275.No superseded survey control is available for this station.
 AE1275
 AE1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ231149(NAD 83)
 AE1275_MARKER: DR = REFERENCE MARK DISK
 AE1275_SETTING: 66 = SET IN ROCK OUTCROP
 AE1275_SP_SET: ROCK OUTCROP
 AE1275_STAMPING: MONUMENT 1917 NO 3 1969
 AE1275_MARK LOGO: CGS   
 AE1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1275+STABILITY: POSITION/ELEVATION WELL
 AE1275
 AE1275  HISTORY     - Date     Condition        Report By
 AE1275  HISTORY     - 1969     MONUMENTED       CGS
 AE1275  HISTORY     - 1981     GOOD             NGS
 AE1275
 AE1275                          STATION DESCRIPTION
 AE1275
 AE1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1275'6.0 KM (3.75 MI) SE FROM RIO GRANDE CITY.
 AE1275'NEW DESCRIPTION FOLLOWS 5.6 KM (3.5 MI) SOUTHEAST ALONG U.S. HIGHWAY
 AE1275'83 FROM THE JUNCTION OF STATE ROUTE 755 NORTH, IN RIO GRANDE CITY,
 AE1275'THENCE NORTH NORTHEAST ON DIRT ROAD FOR 0.16 KM (0.1 MI), THENCE
 AE1275'SOUTHEAST ON DIRT ROAD FOR 0.24 KM (0.15 MI) TO DIRT ROAD LEADING
 AE1275'NORTH NORTHEAST ACROSS THE MISSOURI PACIFIC RAILROAD AND TO THE BASE
 AE1275'OF A HIGH BLUFF, THE BLUFF CAN BE IDENTIFIED BY A LARGE WHITE MONUMENT
 AE1275'AND CROSS, THAT IS LOCATED JUST TO THE NORTHWEST OF STATION MONUMENT,
 AE1275'PACK UP SOUTHWEST SIDE OF BLUFF, DISK SET IN OUTCROP JUST SOUTH
 AE1275'SOUTHWEST OF THE MONUMENT, 4.9 METERS (16.0 FT) SOUTH OF SOUTHEAST
 AE1275'CORNER OF MONUMENT, 9.9 METERS (32.55 FT) WEST OF TRIANGULATION
 AE1275'STATION MONUMENT, AND 18.3 METERS (60.0 FT) SOUTH WEST OF RM 2.
 AE1275'THE MARK IS ABOVE LEVEL WITH TOP OF BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6071 ***********************************************************************
 AW6071  DESIGNATION -  MOODY
 AW6071  PID         -  AW6071
 AW6071  STATE/COUNTY-  TX/CHAMBERS
 AW6071  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW6071
 AW6071                         *CURRENT SURVEY CONTROL
 AW6071  ___________________________________________________________________
 AW6071* NAD 83(1993)-  29 32 46.51876(N)    094 39 44.78958(W)     ADJUSTED  
 AW6071* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 AW6071  ___________________________________________________________________
 AW6071  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW6071  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW6071
 AW6071  HORZ ORDER  -  SECOND
 AW6071  VERT ORDER  -  THIRD ? (See Below)
 AW6071
 AW6071.The horizontal coordinates were established by classical geodetic methods
 AW6071.and adjusted by the National Geodetic Survey in February 1996..
 AW6071
 AW6071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6071.The vertical order pertains to the NGVD 29 superseded value.
 AW6071
 AW6071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6071
 AW6071.The geoid height was determined by GEOID03.
 AW6071
 AW6071;                    North         East     Units Scale Factor Converg.
 AW6071;SPC TXSC     - 4,197,631.555 1,020,254.654   MT  0.99987002   +2 07 30.1
 AW6071;SPC TXSC     -13,771,729.53  3,347,285.48   sFT  0.99987002   +2 07 30.1
 AW6071;UTM  15      - 3,269,661.024   338,925.281   MT  0.99992014   -0 49 11.9
 AW6071
 AW6071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6071!SPC TXSC     -   1.00000403  x   0.99987002  =   0.99987405
 AW6071!UTM  15      -   1.00000403  x   0.99992014  =   0.99992417
 AW6071
 AW6071|---------------------------------------------------------------------|
 AW6071| PID    Reference Object                     Distance      Geod. Az  |
 AW6071|                                                           dddmmss.s |
 AW6071| CW1048 MOODY RM 2                           26.330 METERS 07609     |
 AW6071| AW1350 PARRS GROVE                         APPROX.13.3 KM 1902248.5 |
 AW6071| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX.22.3 KM 2070143.3 |
 AW6071| AW5793 EAST BAY PASS BEACON 3              APPROX. 8.7 KM 2081224.4 |
 AW6071| AW5789 EAST BAY PASS BEACON 1              APPROX. 9.3 KM 2091318.0 |
 AW6071| CW1047 MOODY RM 1                           27.060 METERS 33257     |
 AW6071|---------------------------------------------------------------------|
 AW6071
 AW6071                          SUPERSEDED SURVEY CONTROL
 AW6071
 AW6071  NAD 83(1993)-  29 32 46.53111(N)    094 39 44.77187(W) AD(       ) 2
 AW6071  NAD 83(1986)-  29 32 46.53614(N)    094 39 44.77097(W) AD(       ) 2
 AW6071  NAD 27      -  29 32 45.70900(N)    094 39 44.06800(W) AD(       ) 2
 AW6071  NGVD 29 (07/19/86)    1.30   (m)            4.3    (f) LEVELING    3  
 AW6071
 AW6071.Superseded values are not recommended for survey control.
 AW6071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6071.See file dsdata.txt to determine how the superseded data were derived.
 AW6071
 AW6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3892569661(NAD 83)
 AW6071_MARKER: DS = TRIANGULATION STATION DISK
 AW6071_SETTING: 0 = UNSPECIFIED SETTING
 AW6071
 AW6071  HISTORY     - Date     Condition        Report By
 AW6071  HISTORY     - 1932     MONUMENTED       CGS
 AW6071  HISTORY     - 1948     GOOD             PHILIP
 AW6071  HISTORY     - 1958     GOOD             SHELL
 AW6071  HISTORY     - 1960     GOOD             CGS
 AW6071  HISTORY     - 1961     GOOD             USGS
 AW6071  HISTORY     - 1962     GOOD             CGS
 AW6071  HISTORY     - 1965     GOOD             CGS
 AW6071
 AW6071                          STATION DESCRIPTION
 AW6071
 AW6071'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6071'ON THE N SHORE OF EAST BAY, 6 MILES E OF SMITH POINT, 1-1/4
 AW6071'MILES ENE OF STEVENSON POINT, 0.3 MILE E OF MOODYS RANCH HOUSE,
 AW6071'AND 75 METERS N OF BAYSHORE ON OPEN PRAIRIE.
 AW6071'
 AW6071'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW6071'SET IN CONCRETE.
 AW6071'
 AW6071'HEIGHT OF LIGHT ABOVE STATION MARK - 7.6 METERS.
 AW6071
 AW6071                          STATION RECOVERY (1948)
 AW6071
 AW6071'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1948 (LJD)
 AW6071'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6071'DISK IS STAMPED MOODY 1933.
 AW6071
 AW6071                          STATION RECOVERY (1958)
 AW6071
 AW6071'RECOVERY NOTE BY SHELL OIL COMPANY 1958
 AW6071'ORIGINAL DESCRIPTION GOOD.  STATION AND BOTH R.M. RECOVERED IN
 AW6071'GOOD CONDITION.
 AW6071
 AW6071                          STATION RECOVERY (1960)
 AW6071
 AW6071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6071'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  REVISED
 AW6071'DESCRIPTION FOLLOWS.  STATION IS LOCATED ON THE NORTH SHORE OF
 AW6071'EAST BAY ABOUT 8.6 MILES EAST OF SMITH POINT, ABOUT 0.75 MILE
 AW6071'SOUTHEAST OF LAKE SUPRRISE, 0.3 MILE EAST OF MOODYS RANCH
 AW6071'HOUSE (UNOCCUPIED) AND IN AN OPEN PASTURE.  STATION IS ABOUT
 AW6071'280 FEET NORTH OF THE BANK OF THE BAY.  A 45 FOOT STEEL
 AW6071'OBSERVING TOWER IS IN PLACE OVER THE STATION.  A STANDARD
 AW6071'DISK STAMPED MOODY 1933 IN TOP OF A 10 INCH SQUARE CONCRETE
 AW6071'MONUMENT FLUSH WITH THE GROUND.
 AW6071'
 AW6071'R.M. 1 IS 27.06 METERS (88.78 FEET) NORTHWEST OF THE STATION.
 AW6071'A STANDARD DISK STAMPED MOODY 1933 NO. 1 IN TOP OF A CONCRETE
 AW6071'MONUMENT FLUSH WITH THE GROUND.
 AW6071'
 AW6071'R.M. 2 IS 26.33 METERS (86.38 FEET) NORTHEAST OF THE STATION.
 AW6071'A STANDARD DISK STAMPED MOODY 1933 NO. 2 IN TOP OF A CONCRETE
 AW6071'MONUMENT FLUSH WITH THE GROUND.
 AW6071'
 AW6071'TO REACH THE STATION FROM THE HUMBLE OIL CO. INSTALLATION
 AW6071'ALONG FARM ROAD 562, CONTINUE SOUTHWEST ON 562 0.3 MILE TO
 AW6071'A CROSSROADS, TURN LEFT ON SHELL ROAD 0.2 MILE TO FORK, CONTINUE
 AW6071'STRAIGHT AHEAD 0.2 MILE TO HOUSE ON RIGHT (KEY FOR GATE CAN BE
 AW6071'OBTAINED HERE), CONTINUE STRAIGHT AHEAD 0.5 MILE TO A T
 AW6071'INTERSECTION, TURN LEFT 0.2 MILE TO A ROAD TO THE RIGHT, TURN
 AW6071'RIGHT 150.0 FEET TO LOCKED GATE, PASS THROUGH GATE AND FOLLOW
 AW6071'ROAD SOUTHEAST ACROSS MARSH ABOUT 3.1 MILES TO THE MOODY RANCH
 AW6071'HOUSE (NOW UNOCCUPIED), BEAR LEFT ALONG RIDGE PARALLELING THE
 AW6071'BAY 0.3 MILE TO THE STATION.
 AW6071
 AW6071                          STATION RECOVERY (1961)
 AW6071
 AW6071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AW6071'A STEEL TRIANGULATION OBSERVATION TOWER ABOUT 30 FEET HIGH IS
 AW6071'IN PLACE OVER THE STATION MARK.
 AW6071
 AW6071                          STATION RECOVERY (1962)
 AW6071
 AW6071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW6071'STATION RECOVERED AS DESCRIBED.
 AW6071
 AW6071                          STATION RECOVERY (1965)
 AW6071
 AW6071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW6071'STATION RECOVERED IN GOOD CONDITION AS PER DESCRIPTION BY
 AW6071'JKW IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0773 ***********************************************************************
 BN0773  DESIGNATION -  MOODY
 BN0773  PID         -  BN0773
 BN0773  STATE/COUNTY-  TX/KERR
 BN0773  USGS QUAD   -  LIVE OAK RANCH (1964)
 BN0773
 BN0773                         *CURRENT SURVEY CONTROL
 BN0773  ___________________________________________________________________
 BN0773* NAD 83(1993)-  30 14 49.82467(N)    099 35 02.54262(W)     ADJUSTED  
 BN0773* NAVD 88     -       654.     (meters)    2146.     (feet)  SCALED    
 BN0773  ___________________________________________________________________
 BN0773  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 BN0773  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BN0773
 BN0773  HORZ ORDER  -  SECOND
 BN0773
 BN0773.The horizontal coordinates were established by classical geodetic methods
 BN0773.and adjusted by the National Geodetic Survey in February 1996..
 BN0773
 BN0773.The orthometric height was scaled from a topographic map.
 BN0773
 BN0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0773
 BN0773.The geoid height was determined by GEOID03.
 BN0773
 BN0773;                    North         East     Units Scale Factor Converg.
 BN0773;SPC TXSC     - 4,267,668.548   543,789.172   MT  0.99998976   -0 17 10.1
 BN0773;SPC TXSC     -14,001,509.23  1,784,081.64   sFT  0.99998976   -0 17 10.1
 BN0773;SPC TX C     - 3,064,596.317   772,113.856   MT  0.99996772   +0 23 09.3
 BN0773;SPC TX C     -10,054,429.75  2,533,176.88   sFT  0.99996772   +0 23 09.3
 BN0773;UTM  14      - 3,346,318.959   443,810.364   MT  0.99963895   -0 17 39.1
 BN0773
 BN0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0773!SPC TXSC     -   0.99990072  x   0.99998976  =   0.99989048
 BN0773!SPC TX C     -   0.99990072  x   0.99996772  =   0.99986844
 BN0773!UTM  14      -   0.99990072  x   0.99963895  =   0.99953971
 BN0773
 BN0773|---------------------------------------------------------------------|
 BN0773| PID    Reference Object                     Distance      Geod. Az  |
 BN0773|                                                           dddmmss.s |
 BN0773| CV4855 MOODY RM 1                           35.630 METERS 04743     |
 BN0773| CV4856 MOODY RM 2                           45.911 METERS 26618     |
 BN0773| CV4854 MOODY AZ MK                                        2725838.7 |
 BN0773|---------------------------------------------------------------------|
 BN0773
 BN0773                          SUPERSEDED SURVEY CONTROL
 BN0773
 BN0773  NAD 83(1986)-  30 14 49.83119(N)    099 35 02.53079(W) AD(       ) 2
 BN0773  NAD 27      -  30 14 49.12900(N)    099 35 01.32700(W) AD(       ) 2
 BN0773
 BN0773.Superseded values are not recommended for survey control.
 BN0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0773.See file dsdata.txt to determine how the superseded data were derived.
 BN0773
 BN0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU4381046319(NAD 83)
 BN0773_MARKER: DS = TRIANGULATION STATION DISK
 BN0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0773
 BN0773  HISTORY     - Date     Condition        Report By
 BN0773  HISTORY     - 1944     MONUMENTED       CGS
 BN0773
 BN0773                          STATION DESCRIPTION
 BN0773
 BN0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0773'STATION IS 20 MILES, AIR LINE, SW OF JUNCTION AND 20 MILES,
 BN0773'AIR LINE, WSW OF HARPER.  IT IS ON THE HIGHEST PART OF A
 BN0773'CEDAR-COVERED RIDGE ABOUT 2 MILES S OF THE KIMBLE-KERR COUNTY
 BN0773'LINE, ON PROPERTY OWNED BY W.L. MOODY.  IT IS ABOUT 100
 BN0773'YARDS N OF A LARGE CEDAR TREE AND 8 FEET NE OF A 4- BY 4-INCH
 BN0773'WOODEN MARKER POST.
 BN0773'
 BN0773'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BN0773'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 BN0773'IT IS STAMPED MOODY 1944.  UNDERGROUND MARK 30 INCHES DOWN.
 BN0773'
 BN0773'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 BN0773'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BN0773'MOODY NO 1 1944.
 BN0773'
 BN0773'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 BN0773'FLUSH WITH THE GROUND.  IT IS STAMPED MOODY NO 2 1944.
 BN0773'
 BN0773'AZIMUTH MARK IS 130 FEET S OF A WINDMILL AND 4 FEET SE OF
 BN0773'A 4- BY 4-INCH WOODEN MARKER POST.  IT IS A BRONZE AZIMUTH
 BN0773'DISK SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 BN0773'MOODY 1944.
 BN0773'
 BN0773'TO REACH STATION FROM THE COURTHOUSE IN JUNCTION, GO E ON
 BN0773'U.S. HIGHWAY 290 FOR 17.3 MILES TO A MAIL BOX AND BOARD
 BN0773'GATE ON RIGHT.  TURN RIGHT THROUGH GATE, CROSS OLD HIGHWAY,
 BN0773'AND FOLLOW MAIN GRADEDROAD S FOR 3.8 MILES TO FORKS.  TAKE
 BN0773'LEFT FORK AND GO 0.7 MILE TO WINDMILL AND TANK AT CORRALS,
 BN0773'PASS THROUGH CORRAL AND CONTINUE ON GRADED ROAD FOR 1.3
 BN0773'MILES TO A RANCH HOUSE.  PASS THROUGH GATE, TURN RIGHT AROUND
 BN0773'CORRAL, THROUGH ANOTHER GATE, AND CONTINUE S ON A RANCH
 BN0773'ROAD FOR 2.7 MILES TO A WINDMILL AND TANK ON PROMINENT HILL.
 BN0773'AZIMUTH MARK IS HERE.  FROM HERE STATION IS 290 DEG
 BN0773'MAGNETIC.  FOLLOW DIM TRACKS E ALONG RIDGE FOR ABOUT 1.0 MILE
 BN0773'TO HIGHEST POINT AND STATION.
 BN0773'
 BN0773'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0946 ***********************************************************************
 BM0946  DESIGNATION -  MOODY
 BM0946  PID         -  BM0946
 BM0946  STATE/COUNTY-  TX/GRIMES
 BM0946  USGS QUAD   -  CARLOS (1989)
 BM0946
 BM0946                         *CURRENT SURVEY CONTROL
 BM0946  ___________________________________________________________________
 BM0946* NAD 83(1993)-  30 31 38.60867(N)    096 06 37.13067(W)     ADJUSTED  
 BM0946* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 BM0946  ___________________________________________________________________
 BM0946  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BM0946  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BM0946
 BM0946  HORZ ORDER  -  FIRST
 BM0946
 BM0946.The horizontal coordinates were established by classical geodetic methods
 BM0946.and adjusted by the National Geodetic Survey in February 1996..
 BM0946
 BM0946.The orthometric height was scaled from a topographic map.
 BM0946
 BM0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0946
 BM0946.The geoid height was determined by GEOID03.
 BM0946
 BM0946;                    North         East     Units Scale Factor Converg.
 BM0946;SPC TX C     - 3,103,107.651 1,105,160.191   MT  0.99991573   +2 10 30.4
 BM0946;SPC TX C     -10,180,779.02  3,625,846.39   sFT  0.99991573   +2 10 30.4
 BM0946;UTM  14      - 3,380,780.475   777,275.361   MT  1.00054855   +1 28 07.5
 BM0946
 BM0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0946!SPC TX C     -   0.99999117  x   0.99991573  =   0.99990690
 BM0946!UTM  14      -   0.99999117  x   1.00054855  =   1.00053972
 BM0946
 BM0946|---------------------------------------------------------------------|
 BM0946| PID    Reference Object                     Distance      Geod. Az  |
 BM0946|                                                           dddmmss.s |
 BM0946| CV8873 MOODY RM 1                           48.619 METERS 07626     |
 BM0946| BM0967 GALVESTON WACO AIRWAY BCN 10        APPROX.15.0 KM 1564149.2 |
 BM0946| CV8874 MOODY RM 2                           47.268 METERS 16432     |
 BM0946| CV8872 MOODY AZ MK                                        2124235.0 |
 BM0946| BM0948 GALVESTON WACO AIRWAY BCN 11        APPROX.10.7 KM 2945724.5 |
 BM0946|---------------------------------------------------------------------|
 BM0946
 BM0946                          SUPERSEDED SURVEY CONTROL
 BM0946
 BM0946  NAD 83(1986)-  30 31 38.62257(N)    096 06 37.11286(W) AD(       ) 1
 BM0946  NAD 27      -  30 31 37.89800(N)    096 06 36.27000(W) AD(       ) 1
 BM0946
 BM0946.Superseded values are not recommended for survey control.
 BM0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0946.See file dsdata.txt to determine how the superseded data were derived.
 BM0946
 BM0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7727580780(NAD 83)
 BM0946_MARKER: DS = TRIANGULATION STATION DISK
 BM0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0946
 BM0946  HISTORY     - Date     Condition        Report By
 BM0946  HISTORY     - 1935     MONUMENTED       CGS
 BM0946  HISTORY     - 1937     GOOD             TXHD
 BM0946  HISTORY     - 1943     GOOD             CGS
 BM0946  HISTORY     - 1958     GOOD             USGS
 BM0946  HISTORY     - 19940820 GOOD             USPSQD
 BM0946  HISTORY     - 19991102 GOOD             USPSQD
 BM0946
 BM0946                          STATION DESCRIPTION
 BM0946
 BM0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0946'THIS STATION IS ABOUT 10 MILES N OF NAVASOTA, 8 MILES W BY
 BM0946'N OF ANDERSON, AND 13 MILES SW OF SINGLETON, ON LAND OWNED
 BM0946'AND OCCUPIED BY JOHN MOODY.  MARK IS SET ON HIGHEST POINT OF HILL
 BM0946'TO THE N OF THE MOODY FARMHOUSE, 40 FEET SE OF 2-FOOT OAK TREE
 BM0946'WITH TRIANGULAR BLAZE, 54 FEET SSE OF LARGE TWIN TRUNK OAK
 BM0946'TREE.  MARK PROJECTS 8 INCHES.
 BM0946'
 BM0946'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BM0946'BRONZE DISKS SET IN CONCRETE.
 BM0946'
 BM0946'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 150 FEET SW OF
 BM0946'CLUMP OF TREES AND OUTCROPPING ROCKS AT THE NE EDGE OF THE
 BM0946'HILL.  MARK PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS SSE
 BM0946'OF THE STATION, 75 FEET N OF CLUMP OF TREES ON THE S SIDE
 BM0946'OF THE HILL.  MARK PROJECTS 4 INCHES.
 BM0946'
 BM0946'AZIMUTH MARK IS SW OF THE STATION, AT THE END OF THE GRADED
 BM0946'ROAD, 24 FEET W OF THE CENTER LINE OF THE ROAD, 4 FEET N OF
 BM0946'LARGE BURNT STUMP.  MARK PROJECTS 4 INCHES.
 BM0946'
 BM0946'TO REACH STATION FROM ANDERSON, GO N ON TEXAS 90, 1.5 MILES
 BM0946'FROM COURTHOUSE TO SIDE ROAD TO LEFT, THENCE LEFT 5.8 MILES
 BM0946'TO CROSSROADS, TAKE ABRUPT LEFT TURN AND GO 2.15 MILES TO
 BM0946'SIDE ROAD TO RIGHT, THENCE RIGHT 1.9 MILES TO SIDE ROAD TO
 BM0946'LEFT AT SCHOOL, JUST BEFORE REACHING OLD RAILROAD GRADE WITH
 BM0946'OVERHEAD BRIDGE, THENCE LEFT 1.45 MILES TO FORKS, THENCE RIGHT
 BM0946'FORK 0.75 MILE TO END OF GRADED ROAD, LEAVE ROAD AND CONTINUE
 BM0946'TO RIGHT ACROSS BOTTOM PASTURE LAND TOWARD ROCKY HILLSIDE
 BM0946'0.25 MILE AND THEN TURN RIGHT, HEADING UPHILL 0.15 MILE TO
 BM0946'STATION AT TOP.
 BM0946'
 BM0946'LIGHTS 60 FEET ABOVE MICHIE AND 74 FEET ABOVE ANDERSON ARE
 BM0946'VISIBLE FROM THE GROUND.
 BM0946'
 BM0946'A LIGHT 100 FEET ABOVE MESA COMES INTO VIEW AT 30 FEET ABOVE
 BM0946'THE GROUND.
 BM0946'
 BM0946'A LIGHT 87 FEET ABOVE NELLEVA COMES INTO VIEW AT 47 FEET
 BM0946'ABOVE THE GROUND.
 BM0946'
 BM0946'A LIGHT 74 FEET ABOVE ALLEN COMES INTO VIEW AT 52 FEET ABOVE
 BM0946'THE GROUND.
 BM0946
 BM0946                          STATION RECOVERY (1937)
 BM0946
 BM0946'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0946'DESCRIPTION AS GIVEN BY C.A.S., 1935 SATISFACTORY.  STATION
 BM0946'MARKER, REFERENCE MARKERS NOS. 1 AND 2, AND AZIMUTH MARKER
 BM0946'RECOVERED AND IN GOOD CONDITION.
 BM0946
 BM0946                          STATION RECOVERY (1943)
 BM0946
 BM0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 BM0946'STATION RECOVERED IN GOOD CONDITION.
 BM0946'
 BM0946'TO REACH FROM ANDERSON, GO N ON STATE HIGHWAY 90 FOR 1.5 MI.
 BM0946'FROM THE COURTHOUSE TO A SIDE ROAD TO THE LEFT, THENCE LEFT
 BM0946'FOR 5.8 MI. TO A SIDE ROAD LEFT, TAKE AN ABRUPT LEFT TURN AND
 BM0946'GO 2.15 MI. TO A SIDE ROAD TO THE RIGHT, THENCE RIGHT FOR 1.9
 BM0946'MI. TO A SIDE ROAD TO THE LEFT OF A SCHOOL OR CHURCH JUST
 BM0946'BEFORE REACHING AN OLD RAILROAD GRADE, THENCE LEFT FOR 0.4 MI.
 BM0946'TO ROAD FORKS, TAKE THE RIGHT-HAND FORK WHICH FOLLOWS THE
 BM0946'OLD RAILROAD BED FOR 0.7 MI. TO A CROSSROAD.  TURN RIGHT AND
 BM0946'GO 1.2 MI. TO THE RESIDENCE OF JOHN MOODY (STONE WALL IN
 BM0946'FRONT OF HOUSE).  TURN RIGHT IMMEDIATELY AFTER PASSING THE
 BM0946'MOODY HOUSE ON A DIM TRACK ROAD PASSING BETWEEN A GARAGE
 BM0946'AND OUTHOUSE AND FOLLOW THE DIM TRAIL N ALONG A RIDGE
 BM0946'PASSING SALT GROUND.  TWO TREES ARE VISIBLE FROM HERE ON THE
 BM0946'HIGHEST GROUND N.  ONE TREE IS BLAZED WITH A TRIANGLE.
 BM0946
 BM0946                          STATION RECOVERY (1958)
 BM0946
 BM0946'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BM0946'STATION WAS RECOVERED.  TO REACH STATION FROM THE INTERSECTION
 BM0946'OF TEXAS 6 AND STATE FARM ROAD 244 IN NAVASOTA, GO RIGHT, NE
 BM0946'ON STATE FARM ROAD 244 FOR 12.1 MILES TO SIDE ROAD TO LEFT.
 BM0946'THENCE LEFT 1.1 MILES TO SIDE ROAD RIGHT.  THENCE RIGHT ALONG
 BM0946'TRACK ROAD 0.5 MILE TO TOP OF HILL AND STATION.
 BM0946
 BM0946                          STATION RECOVERY (1994)
 BM0946
 BM0946'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0946'RECOVERED IN GOOD CONDITION.
 BM0946
 BM0946                          STATION RECOVERY (1999)
 BM0946
 BM0946'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1326 ***********************************************************************
 BZ1326  DESIGNATION -  MOODY WATER TANK
 BZ1326  PID         -  BZ1326
 BZ1326  STATE/COUNTY-  TX/MCLENNAN
 BZ1326  USGS QUAD   -  MOODY (1993)
 BZ1326
 BZ1326                         *CURRENT SURVEY CONTROL
 BZ1326  ___________________________________________________________________
 BZ1326* NAD 83(1993)-  31 18 28.34709(N)    097 21 27.57492(W)     ADJUSTED  
 BZ1326* NAVD 88     -                                                        
 BZ1326  ___________________________________________________________________
 BZ1326  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 BZ1326  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BZ1326
 BZ1326  HORZ ORDER  -  THIRD
 BZ1326
 BZ1326.The horizontal coordinates were established by classical geodetic methods
 BZ1326.and adjusted by the National Geodetic Survey in February 1996..
 BZ1326
 BZ1326
 BZ1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1326
 BZ1326.The geoid height was determined by GEOID03.
 BZ1326
 BZ1326;                    North         East     Units Scale Factor Converg.
 BZ1326;SPC TX C     - 3,185,725.494   983,209.141   MT  0.99989599   +1 31 57.5
 BZ1326;SPC TX C     -10,451,834.39  3,225,745.32   sFT  0.99989599   +1 31 57.5
 BZ1326;UTM  14      - 3,464,887.122   656,291.694   MT  0.99990130   +0 51 12.9
 BZ1326
 BZ1326                          SUPERSEDED SURVEY CONTROL
 BZ1326
 BZ1326  NAD 83(1986)-  31 18 28.35356(N)    097 21 27.55698(W) AD(       ) 4
 BZ1326  NAD 27      -  31 18 27.74000(N)    097 21 26.52000(W) AD(       ) 3
 BZ1326
 BZ1326.Superseded values are not recommended for survey control.
 BZ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1326.See file dsdata.txt to determine how the superseded data were derived.
 BZ1326
 BZ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5629264887(NAD 83)
 BZ1326_MARKER: 53 = ELEVATED TANK
 BZ1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1326+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1326
 BZ1326  HISTORY     - Date     Condition        Report By
 BZ1326  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1326  HISTORY     - 1935     GOOD             CGS
 BZ1326  HISTORY     - 1938     GOOD             TSI
 BZ1326  HISTORY     - 1956     GOOD             CGS
 BZ1326  HISTORY     - 19910527 GOOD             USPSQD
 BZ1326  HISTORY     - 19950715 GOOD             USPSQD
 BZ1326  HISTORY     - 20010317 GOOD             USPSQD
 BZ1326  HISTORY     - 20031011 GOOD             USPSQD
 BZ1326
 BZ1326                          STATION DESCRIPTION
 BZ1326
 BZ1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1326'THIS TANK IS THE CITY WATER TANK AT MOODY.  IT IS STILL
 BZ1326'STANDING UNCHANGED SINCE 1919.
 BZ1326
 BZ1326                          STATION RECOVERY (1938)
 BZ1326
 BZ1326'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 BZ1326'TANK IN GOOD CONDITION.  NO DATE OR DESCRIPTION FURNISHED
 BZ1326'BY MY OFFICE.
 BZ1326
 BZ1326                          STATION RECOVERY (1956)
 BZ1326
 BZ1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 BZ1326'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION FOLLOWS--
 BZ1326'
 BZ1326'LOCATED IN THE EASTERN PART OF MOODY, 3 BLOCKS E. OF RAILROAD
 BZ1326'ON FARM RD. 107, AND ABOUT 100 FT. N. OF ROAD.  A FOUR LEGGED
 BZ1326'STEEL STRUCTURE ABOUT 110 FT. HIGH, OVAL-SHAPED AND PAINTED
 BZ1326'SILVER, THE WORD MOODY PAINTED ON THE E. AND W. SIDES.
 BZ1326
 BZ1326                          STATION RECOVERY (1991)
 BZ1326
 BZ1326'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1326'RECOVERED IN GOOD CONDITION.
 BZ1326
 BZ1326                          STATION RECOVERY (1995)
 BZ1326
 BZ1326'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1326'RECOVERED IN GOOD CONDITION.
 BZ1326
 BZ1326                          STATION RECOVERY (2001)
 BZ1326
 BZ1326'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1326'RECOVERED IN GOOD CONDITION.
 BZ1326
 BZ1326                          STATION RECOVERY (2003)
 BZ1326
 BZ1326'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6073 ***********************************************************************
 AW6073  DESIGNATION -  MOON
 AW6073  PID         -  AW6073
 AW6073  STATE/COUNTY-  TX/CHAMBERS
 AW6073  USGS QUAD   -  OAK ISLAND (1994)
 AW6073
 AW6073                         *CURRENT SURVEY CONTROL
 AW6073  ___________________________________________________________________
 AW6073* NAD 83(1993)-  29 43 03.12525(N)    094 37 56.78782(W)     ADJUSTED  
 AW6073* NAVD 88     -         5.18   (+/-2cm)      17.0    (feet)  VERTCON   
 AW6073  ___________________________________________________________________
 AW6073  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6073  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6073
 AW6073  HORZ ORDER  -  FIRST
 AW6073  VERT ORDER  -  THIRD ? (See Below)
 AW6073
 AW6073.The horizontal coordinates were established by classical geodetic methods
 AW6073.and adjusted by the National Geodetic Survey in February 1996..
 AW6073
 AW6073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6073.The vertical order pertains to the NGVD 29 superseded value.
 AW6073
 AW6073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6073
 AW6073.The geoid height was determined by GEOID03.
 AW6073
 AW6073;                    North         East     Units Scale Factor Converg.
 AW6073;SPC TXSC     - 4,216,709.862 1,022,451.203   MT  0.99988546   +2 08 23.0
 AW6073;SPC TXSC     -13,834,322.27  3,354,491.99   sFT  0.99988546   +2 08 23.0
 AW6073;SPC TX C     - 3,019,772.568 1,251,439.460   MT  1.00013045   +2 56 10.7
 AW6073;SPC TX C     - 9,907,370.50  4,105,764.30   sFT  1.00013045   +2 56 10.7
 AW6073;UTM  15      - 3,288,601.865   342,099.925   MT  0.99990763   -0 48 33.9
 AW6073
 AW6073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6073!SPC TXSC     -   1.00000347  x   0.99988546  =   0.99988893
 AW6073!SPC TX C     -   1.00000347  x   1.00013045  =   1.00013392
 AW6073!UTM  15      -   1.00000347  x   0.99990763  =   0.99991110
 AW6073
 AW6073|---------------------------------------------------------------------|
 AW6073| PID    Reference Object                     Distance      Geod. Az  |
 AW6073|                                                           dddmmss.s |
 AW6073| CW1050 MOON RM 2                            24.567 METERS 25638     |
 AW6073| AW6061 ANAHUAC COURTHOUSE DOME             APPROX. 7.7 KM 3182357.5 |
 AW6073| CW1049 MOON RM 1                                          3585650.8 |
 AW6073|---------------------------------------------------------------------|
 AW6073
 AW6073                          SUPERSEDED SURVEY CONTROL
 AW6073
 AW6073  NAD 83(1993)-  29 43 03.13872(N)    094 37 56.77775(W) AD(       ) 1
 AW6073  NAD 83(1986)-  29 43 03.14299(N)    094 37 56.76905(W) AD(       ) 1
 AW6073  NAD 27      -  29 43 02.34100(N)    094 37 56.07100(W) AD(       ) 1
 AW6073  NGVD 29 (07/19/86)    5.18   (m)           17.0    (f) LEVELING    3  
 AW6073
 AW6073.Superseded values are not recommended for survey control.
 AW6073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6073.See file dsdata.txt to determine how the superseded data were derived.
 AW6073
 AW6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN4210088602(NAD 83)
 AW6073_MARKER: DS = TRIANGULATION STATION DISK
 AW6073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6073
 AW6073  HISTORY     - Date     Condition        Report By
 AW6073  HISTORY     - 1931     MONUMENTED       CGS
 AW6073
 AW6073                          STATION DESCRIPTION
 AW6073
 AW6073'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW6073'ABOUT 5 MILES SE OF ANAHUAC, ON E SIDE OF SHELL ROAD LEADING
 AW6073'TO SMITH POINT, ON LAND OWNED BY LANE AND BONIER OF HOUSTON, ON
 AW6073'WHAT IS LOCALLY KNOWN AS THE OLD MOON PLACE, ON A SLIGHT MOUND
 AW6073'50 FEET E OF CENTER LINE OF ROAD, AND 80.5 FEET NW OF A BLAZED
 AW6073'TREE WITH TRIPLE TRUNK WHICH IS ON A SECOND SMALL MOUND.
 AW6073'THIS MOUND IS 0.8 MILE S OF SECTION LINE FENCE E OF A GATE ON W
 AW6073'SIDE OF ROAD.
 AW6073'
 AW6073'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW6073'DISKS SET IN CONCRETE.
 AW6073'
 AW6073'REFERENCE MARK NO. 1 IS 1 FOOT S OF SECTION LINE FENCE (ABOVE),
 AW6073'102 FEET E OF ROAD, 62 FEET E OF FENCE ON E SIDE OF ROAD,
 AW6073'AND 0.85 MILE FROM STATION N 01 DEG 03 MIN W.
 AW6073'
 AW6073'REFERENCE MARK NO. 2 IS IN FENCE LINE W OF ROAD, 30 FEET W OF
 AW6073'CENTER LINE OF ROAD, AND 80.68 FEET FROM STATION
 AW6073'S 76 DEG 38 MIN W.  AZIMUTH TO ANAHUAC, COURTHOUSE DOME, DISTANT
 AW6073'5 MILES IS 138 DEG 23 MIN 51 SEC.
 AW6073'
 AW6073'STATION REACHED FROM U.S. HIGHWAY 90 AT DEVERS BY FOLLOWING
 AW6073'STATE HIGHWAY 61 S ABOUT 15 MILES TO JUNCTION WITH STATE
 AW6073'HIGHWAY 125 AT A FILLING STATION, THENCE S 4.7 MILES ON SHELL
 AW6073'AND DIRT ROADS TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1047 ***********************************************************************
 CD1047  DESIGNATION -  MOON
 CD1047  PID         -  CD1047
 CD1047  STATE/COUNTY-  TX/HUDSPETH
 CD1047  USGS QUAD   -  BLACK HILLS (1979)
 CD1047
 CD1047                         *CURRENT SURVEY CONTROL
 CD1047  ___________________________________________________________________
 CD1047* NAD 83(1993)-  31 29 17.73887(N)    105 19 33.26750(W)     ADJUSTED  
 CD1047* NAVD 88     -      1356.09   (+/-2cm)    4449.1    (feet)  VERTCON   
 CD1047  ___________________________________________________________________
 CD1047  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 CD1047  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CD1047
 CD1047  HORZ ORDER  -  THIRD
 CD1047  VERT ORDER  -  THIRD ? (See Below)
 CD1047
 CD1047.The horizontal coordinates were established by classical geodetic methods
 CD1047.and adjusted by the National Geodetic Survey in February 1996..
 CD1047
 CD1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1047.The vertical order pertains to the NGVD 29 superseded value.
 CD1047
 CD1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1047
 CD1047.The geoid height was determined by GEOID03.
 CD1047
 CD1047;                    North         East     Units Scale Factor Converg.
 CD1047;SPC TX C     - 3,212,578.351   225,832.846   MT  0.99991773   -2 34 17.3
 CD1047;SPC TX C     -10,539,934.14    740,919.93   sFT  0.99991773   -2 34 17.3
 CD1047;UTM  13      - 3,483,761.530   469,046.460   MT  0.99961182   -0 10 12.8
 CD1047
 CD1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1047!SPC TX C     -   0.99979068  x   0.99991773  =   0.99970843
 CD1047!UTM  13      -   0.99979068  x   0.99961182  =   0.99940258
 CD1047
 CD1047:                Primary Azimuth Mark                     Grid Az
 CD1047:SPC TX C     -  NORTON                                   095 36 54.6
 CD1047:UTM  13      -  NORTON                                   093 12 50.1
 CD1047
 CD1047|---------------------------------------------------------------------|
 CD1047| PID    Reference Object                     Distance      Geod. Az  |
 CD1047|                                                           dddmmss.s |
 CD1047| CD1045 NORTON                              APPROX. 5.4 KM 0930237.3 |
 CD1047|---------------------------------------------------------------------|
 CD1047
 CD1047                          SUPERSEDED SURVEY CONTROL
 CD1047
 CD1047  NAD 83(1986)-  31 29 17.74035(N)    105 19 33.26310(W) AD(       ) 3
 CD1047  NAD 27      -  31 29 17.30607(N)    105 19 31.42044(W) AD(       ) 3
 CD1047  NGVD 29 (07/19/86) 1355.52   (m)         4447.2    (f) LEVELING    3  
 CD1047
 CD1047.Superseded values are not recommended for survey control.
 CD1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1047.See file dsdata.txt to determine how the superseded data were derived.
 CD1047
 CD1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6904683762(NAD 83)
 CD1047_MARKER: DD = SURVEY DISK
 CD1047_SETTING: 0 = UNSPECIFIED SETTING
 CD1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1047
 CD1047  HISTORY     - Date     Condition        Report By
 CD1047  HISTORY     - 1945     MONUMENTED       USGS
 CD1047
 CD1047                          STATION DESCRIPTION
 CD1047
 CD1047'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1047'STATION LOCATED ON THE MOON RANCH, 21 MI. N AND 4 MI. E. OF SIERRA
 CD1047'BLANCA.  IT IS ABOUT 1.0 MI. E. OF MCGUNNEGLE TANK, ABOUT 0.25 MI. E
 CD1047'OF ROAD FORKS NE, 120 FT. S OF RANCH ROAD, 500 FT. W OF LARGE STEEL
 CD1047'TANK.
 CD1047'
 CD1047'STATION MARK--STANDARD TABLET STAMPED -MOON 1945-, SET IN A CONCRETE
 CD1047'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1141 ***********************************************************************
 CU1141  DESIGNATION -  MOOR
 CU1141  PID         -  CU1141
 CU1141  STATE/COUNTY-  TX/HOWARD
 CU1141  USGS QUAD   -  VEALMOOR (1970)
 CU1141
 CU1141                         *CURRENT SURVEY CONTROL
 CU1141  ___________________________________________________________________
 CU1141* NAD 83(1993)-  32 30 30.60880(N)    101 33 42.37985(W)     ADJUSTED  
 CU1141* NAVD 88     -       826.     (meters)    2710.     (feet)  SCALED    
 CU1141  ___________________________________________________________________
 CU1141  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 CU1141  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CU1141
 CU1141  HORZ ORDER  -  SECOND
 CU1141
 CU1141.The horizontal coordinates were established by classical geodetic methods
 CU1141.and adjusted by the National Geodetic Survey in February 1996..
 CU1141
 CU1141.The orthometric height was scaled from a topographic map.
 CU1141
 CU1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1141
 CU1141.The geoid height was determined by GEOID03.
 CU1141
 CU1141;                    North         East     Units Scale Factor Converg.
 CU1141;SPC TXNC     - 2,097,543.777   312,356.181   MT  0.99991724   -1 40 11.5
 CU1141;SPC TXNC     - 6,881,691.54  1,024,788.57   sFT  0.99991724   -1 40 11.5
 CU1141;UTM  14      - 3,599,694.235   259,337.768   MT  1.00031426   -1 22 38.7
 CU1141
 CU1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1141!SPC TXNC     -   0.99987426  x   0.99991724  =   0.99979151
 CU1141!UTM  14      -   0.99987426  x   1.00031426  =   1.00018848
 CU1141
 CU1141|---------------------------------------------------------------------|
 CU1141| PID    Reference Object                     Distance      Geod. Az  |
 CU1141|                                                           dddmmss.s |
 CU1141| CH9101 MOOR RM 1                            26.304 METERS 11220     |
 CU1141| CH9102 MOOR RM 2                            19.997 METERS 19855     |
 CU1141| CU1145 ACKERLY ATT MICROWAVE               APPROX.11.6 KM 2720648.2 |
 CU1141| CH9100 MOOR AZ MK                                         3312109.8 |
 CU1141|---------------------------------------------------------------------|
 CU1141
 CU1141                          SUPERSEDED SURVEY CONTROL
 CU1141
 CU1141  NAD 83(1986)-  32 30 30.61492(N)    101 33 42.37203(W) AD(       ) 2
 CU1141  NAD 27      -  32 30 30.21108(N)    101 33 40.90025(W) AD(       ) 2
 CU1141
 CU1141.Superseded values are not recommended for survey control.
 CU1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1141.See file dsdata.txt to determine how the superseded data were derived.
 CU1141
 CU1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA5933899694(NAD 83)
 CU1141_MARKER: DS = TRIANGULATION STATION DISK
 CU1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU1141+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 CU1141
 CU1141  HISTORY     - Date     Condition        Report By
 CU1141  HISTORY     - 1968     MONUMENTED       CGS
 CU1141  HISTORY     - 20041108 GOOD             INDIV
 CU1141
 CU1141                          STATION DESCRIPTION
 CU1141
 CU1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1141'STATION IS LOCATED ABOUT 19 MILES NORTH OF BIG SPRING, 9 MILES EAST
 CU1141'OF ACKERLY, 1 MILE SOUTH OF VEALMOOR, 40 FEET WEST OF A GRAVEL
 CU1141'PIT, ON THE LAND OWNED BY MR. E.E. GILL.
 CU1141'
 CU1141'TO REACH FROM THE POST OFFICE IN VEALMOOR, GO SOUTHERLY ON FARM
 CU1141'ROAD 1584 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 CU1141'SOUTHERLY ON FARM ROAD 1584 FOR 0.9 MILE TO A GRAVELED SIDE ROAD ON
 CU1141'THE LEFT, TURN LEFT EAST FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CU1141'
 CU1141'STATION MARK, IS A STANDARD DISK, STAMPED MOOR 1968, SET IN THE TOP
 CU1141'OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES ABOVE
 CU1141'THE SURFACE OF THE GROUND, 78 FEET NORTH OF THE CENTER OF A
 CU1141'GRAVELED ROAD, 68 FEET NORTHEAST OF A FENCE CORNER, 55.5 FEET
 CU1141'NORTH OF A METAL WITNESS POST, 40 FEET WEST OF THE WEST EDGE OF A
 CU1141'GRAVEL PIT.
 CU1141'
 CU1141'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOOR NO 1 1968, SET IN
 CU1141'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS 3
 CU1141'INCHES ABOVE THE SURFACE OF THE GROUND, 74 FEET WEST OF A METAL
 CU1141'WITNESS POST, 26 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 1.5
 CU1141'FEET NORTH OF A EAST-WEST FENCE.
 CU1141'
 CU1141'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOOR NO 2 1968, SET
 CU1141'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS 3
 CU1141'INCHES ABOVE THE SURFACE OF THE GROUND, 31.5 FEET WEST OF A METAL
 CU1141'WITNESS POST, 26 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 2.3
 CU1141'FEET EAST OF A POWER LINE POLE, 1.5 FEET NORTH OF A EAST-WEST
 CU1141'FENCE.
 CU1141'
 CU1141'AZIMUTH MARK IS A STANDARD DISK, STAMPED MOOR 1968, SET IN THE TOP
 CU1141'OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES ABOVE THE
 CU1141'GROUND, 35 FEET EAST OF THE CENTER OF FARM ROAD 1584, 26 FEET SOUTH
 CU1141'OF THE CENTER OF A GRAVELED ROAD, 2.6 FEET NORTH OF A METAL
 CU1141'WITNESS POST, 1.4 FEET SOUTH OF A TELEPHONE POLE, SET ON THE EAST
 CU1141'SIDE OF FARM ROAD 1584, AND SOUTH OF A GRAVELED ROAD, IN THE
 CU1141'NORTHWEST CORNER OF A FIELD.
 CU1141'
 CU1141'DISTANCE BETWEEN REFERENCE MARKS 1 AND 2, 105.26 FEET (32.083
 CU1141'METERS)
 CU1141'
 CU1141'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
 CU1141
 CU1141                          STATION RECOVERY (2004)
 CU1141
 CU1141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RPB)
 CU1141'THE MARK WAS FOUND IN GOOD CONDITION, HOWEVER, THE GRAVEL PIT TO THE
 CU1141'EAST IS ERODING AND WILL EVENTUALLY OVER TAKE THE MARK.  THE EDGE OF
 CU1141'THE GRAVEL PIT IS NOW APPROXIMATELY 25 FEET FROM THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7108 ***********************************************************************
 AW7108  DESIGNATION -  MOOR
 AW7108  PID         -  AW7108
 AW7108  STATE/COUNTY-  TX/GALVESTON
 AW7108  USGS QUAD   -  SEA ISLE (1974)
 AW7108
 AW7108                         *CURRENT SURVEY CONTROL
 AW7108  ___________________________________________________________________
 AW7108* NAD 83(1993)-  29 13 57.01842(N)    095 01 36.35093(W)     ADJUSTED  
 AW7108* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 AW7108  ___________________________________________________________________
 AW7108  X           -    -488,073.624 (meters)                     COMP
 AW7108  Y           -  -5,548,852.431 (meters)                     COMP
 AW7108  Z           -   3,096,402.491 (meters)                     COMP
 AW7108  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW7108  ELLIP HEIGHT-         -25.67  (meters)          (09/30/02) GPS OBS
 AW7108  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW7108
 AW7108  HORZ ORDER  -  SECOND
 AW7108  ELLP ORDER  -  FIFTH     CLASS I
 AW7108
 AW7108.The horizontal coordinates were established by GPS observations
 AW7108.and adjusted by the National Geodetic Survey in February 1996..
 AW7108
 AW7108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7108
 AW7108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7108
 AW7108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7108
 AW7108.The ellipsoidal height was determined by GPS observations
 AW7108.and is referenced to NAD 83.
 AW7108
 AW7108.The geoid height was determined by GEOID03.
 AW7108
 AW7108;                    North         East     Units Scale Factor Converg.
 AW7108;SPC TXSC     - 4,161,625.352   986,151.700   MT  0.99986483   +1 56 47.5
 AW7108;SPC TXSC     -13,653,599.18  3,235,399.37   sFT  0.99986483   +1 56 47.5
 AW7108;UTM  15      - 3,235,447.539   303,015.053   MT  1.00007883   -0 59 24.4
 AW7108
 AW7108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7108!SPC TXSC     -   1.00000403  x   0.99986483  =   0.99986886
 AW7108!UTM  15      -   1.00000403  x   1.00007883  =   1.00008286
 AW7108
 AW7108                          SUPERSEDED SURVEY CONTROL
 AW7108
 AW7108  ELLIP H (02/16/96)  -25.63   (m)                       GP(       ) 5 1
 AW7108  NAD 83(1986)-  29 13 57.03008(N)    095 01 36.33192(W) AD(       ) 2
 AW7108  NGVD 29 (12/08/93)    0.9    (m)            3.     (f) GPS OBS        
 AW7108
 AW7108.Superseded values are not recommended for survey control.
 AW7108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7108.See file dsdata.txt to determine how the superseded data were derived.
 AW7108
 AW7108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0301535448(NAD 83)
 AW7108_MARKER: DD = SURVEY DISK
 AW7108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7108_SP_SET: CONCRETE POST
 AW7108_STAMPING: MOOR 1993
 AW7108_MARK LOGO: NOS   
 AW7108_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7108+STABILITY: SURFACE MOTION
 AW7108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7108+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AW7108
 AW7108  HISTORY     - Date     Condition        Report By
 AW7108  HISTORY     - 1993     MONUMENTED       NOS
 AW7108
 AW7108                          STATION DESCRIPTION
 AW7108
 AW7108'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AW7108'LOCATED 11 MI (17.7 KM) WSW OF GALVESTON ALONG THE NORTH SHORE OF WEST
 AW7108'BAY ABOUT 1.8 KM (1.10 MI) NORTH OF CARANCAHUA POINT ON THE WEST BANK
 AW7108'OF THE INTRACOASTAL WATERWAY ON HALLS BAYOU RANCH IN THE VICINITY OF
 AW7108'AN INDUSTRIAL WASTEWATER TREATMENT AND DISPOSAL SITE.  THE PROPERTY
 AW7108'OWNER, BOBBY BRISCO MOORE MAY BE REACHED AT 713-331-4418.  REACHED
 AW7108'FROM THE JUNCTION OF TEXAS ROUTE 6 AND FARM ROAD 2004 ON THE WEST
 AW7108'SIDE OF THE TOWN OF HITCHCOCK 4.2 MI (6.8 KM) SOUTHWEST ON ROAD 2004
 AW7108'TO THE JUNCTION WITH ROAD 646 ON THE RIGHT.  TURN LEFT ONTO THE DIRT
 AW7108'ROAD LEADING TO HALLS BAYOU RANCH AND PROCEED IN A SOUTHERLY
 AW7108'DIRECTION FOLLOWING THE MAIN DIRT ROAD FOR 2.4 MI (3.9 KM) TO A T
 AW7108'INTERSECTION, TURN RIGHT AT THE T AND CONTINUE ON THE MAIN DIRT ROAD
 AW7108'FOR 3.3 MI (5.3 KM) TO AN IRON GATE AND CATTLE GUARD BEFORE A LARGE
 AW7108'EARTHEN PIT, CONTINUE ON THE DIRT ROAD IN A SOUTHERLY DIRECTION
 AW7108'PASSING THE LARGE EARTHEN PIT FOR 1.95 MI (3.14 KM) TO THE TOP OF AN
 AW7108'EARTHEN DIKE AND A DIRT TRACK LEFT BETWEEN ELEVATED ALGAE PONDS.
 AW7108'TURN LEFT AND PROCEED NORTHEAST FOR 0.2 MI (0.3 KM) TO A TRACK ROAD
 AW7108'RIGHT AND THE STATION IN A LOW GRASSY AREA BETWEEN THE INTRACOASTAL
 AW7108'WATERWAY AND THE ELEVATED ALGAE PONDS.  AN NOS ALUMINUM DISK ATTACHED
 AW7108'TO AN ALLOY ROD DRIVEN INTO THE GROUND AND SURROUNDED BY A ROUND
 AW7108'CONCRETE MONUMENT PROJECTING 5 CM ABOVE GROUND LEVEL.  IT IS, 35 M
 AW7108'(114.8 FT) NORTHWEST OF THE NORTHWEST BANK OF THE INTRACOASTAL
 AW7108'WATERWAY, 25 M (82.0 FT) SOUTHEAST OF THE SOUTHEAST BASE OF AN
 AW7108'EARTHEN DIKE AND 18 M (59.1 FT) NORTHEAST OF THE NORTHEAST BASE OF AN
 AW7108'EARTHEN DIKE.  DESCRIBED BY CSM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2024 ***********************************************************************
 AY2024  DESIGNATION -  MOORE
 AY2024  PID         -  AY2024
 AY2024  STATE/COUNTY-  TX/FRIO
 AY2024  USGS QUAD   -  MOORE (1982)
 AY2024
 AY2024                         *CURRENT SURVEY CONTROL
 AY2024  ___________________________________________________________________
 AY2024* NAD 83(1993)-  29 03 34.65516(N)    099 02 49.46124(W)     ADJUSTED  
 AY2024* NAVD 88     -       243.3    (meters)     798.     (feet)  VERTCON   
 AY2024  ___________________________________________________________________
 AY2024  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AY2024  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AY2024
 AY2024  HORZ ORDER  -  FIRST
 AY2024
 AY2024.The horizontal coordinates were established by classical geodetic methods
 AY2024.and adjusted by the National Geodetic Survey in February 1996..
 AY2024
 AY2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2024
 AY2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2024
 AY2024.The geoid height was determined by GEOID03.
 AY2024
 AY2024;                    North         East     Units Scale Factor Converg.
 AY2024;SPC TXSC     - 4,135,907.131   595,416.510   MT  0.99987471   -0 01 23.0
 AY2024;SPC TXSC     -13,569,221.98  1,953,462.33   sFT  0.99987471   -0 01 23.0
 AY2024;UTM  14      - 3,214,592.658   495,417.769   MT  0.99960026   -0 01 22.3
 AY2024
 AY2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2024!SPC TXSC     -   0.99996556  x   0.99987471  =   0.99984027
 AY2024!UTM  14      -   0.99996556  x   0.99960026  =   0.99956583
 AY2024
 AY2024:                Primary Azimuth Mark                     Grid Az
 AY2024:SPC TXSC     -  NATALIA WATER TANK                       052 08 19.7
 AY2024:UTM  14      -  NATALIA WATER TANK                       052 08 19.0
 AY2024
 AY2024|---------------------------------------------------------------------|
 AY2024| PID    Reference Object                     Distance      Geod. Az  |
 AY2024|                                                           dddmmss.s |
 AY2024| AY1941 NATALIA WATER TANK                  APPROX.23.6 KM 0520656.7 |
 AY2024| CV4859 MOORE RM 1                           33.195 METERS 05601     |
 AY2024| AY1942 DEVINE WATER TANK                   APPROX.16.7 KM 0572543.2 |
 AY2024| CV4858 MOORE AZ MK                                        0910405.0 |
 AY2024| CV4860 MOORE RM 2                           25.296 METERS 32933     |
 AY2024|---------------------------------------------------------------------|
 AY2024
 AY2024                          SUPERSEDED SURVEY CONTROL
 AY2024
 AY2024  NAD 83(1986)-  29 03 34.65670(N)    099 02 49.44245(W) AD(       ) 1
 AY2024  NAD 27      -  29 03 33.78300(N)    099 02 48.32700(W) AD(       ) 1
 AY2024  NGVD 29 (07/28/98)  243.2    (m)          798.     (f) VERT ANG       
 AY2024
 AY2024.Superseded values are not recommended for survey control.
 AY2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2024.See file dsdata.txt to determine how the superseded data were derived.
 AY2024
 AY2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9541814593(NAD 83)
 AY2024_MARKER: DS = TRIANGULATION STATION DISK
 AY2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2024_PROJECTION: FLUSH
 AY2024
 AY2024  HISTORY     - Date     Condition        Report By
 AY2024  HISTORY     - 1935     MONUMENTED       CGS
 AY2024  HISTORY     - 1937     GOOD             TXHD
 AY2024  HISTORY     - 19950323 GOOD             USPSQD
 AY2024  HISTORY     - 19960806 GOOD             USPSQD
 AY2024  HISTORY     - 20030110 GOOD             USPSQD
 AY2024
 AY2024                          STATION DESCRIPTION
 AY2024
 AY2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2024'STATION IS LOCATED ON LAND OWNED BY THE RUSSELL OIL COMPANY,
 AY2024'2.25 MILES N BY NW OF MOORE, 11.75 MILES N BY NE OF PEARSALL.
 AY2024'AND TWO MILES S OF THE MEDINA-FRIO COUNTY LINE.  STATION IS
 AY2024'ON THE TOP OF A VERY FLAT RIDGE, THE TOP OF WHICH COVERS
 AY2024'SEVERAL SQUARE MILES, ALL OF WHICH IS APPROXIMATELY THE
 AY2024'SAME ELEVATION.
 AY2024'
 AY2024'STATION IS STANDARD BRONZE DISK SET IN SQUARE CONCRETE BLOCK
 AY2024'WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 43.0 FEET S OF
 AY2024'CENTER LINE OF EW ROAD, 8.0 FEET S OF EW FENCE LINE, 74
 AY2024'FEET W OF LANE LEADING S FROM ROAD.
 AY2024'
 AY2024'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 AY2024'CONCRETE.
 AY2024'
 AY2024'REFERENCE MARK NO. 1 IS IN EW FENCE LINE, 27 FEET N OF CENTER
 AY2024'LINE EW ROAD AND DIRECTLY OPPOSITE ENTRANCE OF LANE LEADING
 AY2024'S FROM ROAD.
 AY2024'
 AY2024'REFERENCE MARK NO. 2 IS IN EW FENCE LINE 27 FEET N OF CENTER
 AY2024'LINE OF EW ROAD.
 AY2024'
 AY2024'AZIMUTH MARK IS 0.85 MILE E OF STATION ON N SIDE OF ROAD IN EW
 AY2024'FENCE LINE, 27 FEET N OF CENTER LINE OF EW ROAD.  TO REACH
 AY2024'FROM STATION FOLLOW GRAVEL ROAD E 0.85 MILE.
 AY2024'
 AY2024'STATION IS REACHED FROM THE DEPOT OF THE RAILROAD IN MOORE
 AY2024'BY GOING W FROM DEPOT ON HIGHWAY 81 ONE BLOCK, TURN N AND FOLLOW
 AY2024'MAIN GRAVEL ROAD W AND NW FOR 2.25 MILES TO JUNCTION WITH YANCEY
 AY2024'ROAD.  CONTINUE W FROM JUNCTION FOR 0.15 MILE TO TOP OF GRADE
 AY2024'AND STATION ON LEFT (S).
 AY2024'
 AY2024'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AY2024
 AY2024                          STATION RECOVERY (1937)
 AY2024
 AY2024'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY2024'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 AY2024'AS DESCRIBED.
 AY2024'
 AY2024'DIRECTIONS FOR LOCATING STATION ARE GOOD.
 AY2024
 AY2024                          STATION RECOVERY (1995)
 AY2024
 AY2024'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2024'RECOVERED IN GOOD CONDITION.
 AY2024
 AY2024                          STATION RECOVERY (1996)
 AY2024
 AY2024'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY2024'RECOVERED IN GOOD CONDITION.
 AY2024
 AY2024                          STATION RECOVERY (2003)
 AY2024
 AY2024'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2024'REF MK 1 AND 2 GOOD, AZ MK GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0642 ***********************************************************************
 AZ0642  DESIGNATION -  MOORE
 AZ0642  PID         -  AZ0642
 AZ0642  STATE/COUNTY-  TX/VAL VERDE
 AZ0642  USGS QUAD   -  DEL RIO NE (1972)
 AZ0642
 AZ0642                         *CURRENT SURVEY CONTROL
 AZ0642  ___________________________________________________________________
 AZ0642* NAD 83(1993)-  29 29 20.22552(N)    100 48 47.95507(W)     ADJUSTED  
 AZ0642* NAVD 88     -       401.1    (meters)    1316.     (feet)  VERTCON   
 AZ0642  ___________________________________________________________________
 AZ0642  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AZ0642  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AZ0642
 AZ0642  HORZ ORDER  -  FIRST
 AZ0642
 AZ0642.The horizontal coordinates were established by classical geodetic methods
 AZ0642.and adjusted by the National Geodetic Survey in February 1996..
 AZ0642
 AZ0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0642
 AZ0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0642
 AZ0642.The geoid height was determined by GEOID03.
 AZ0642
 AZ0642;                    North         East     Units Scale Factor Converg.
 AZ0642;SPC TXSC     - 4,184,849.429   424,180.390   MT  0.99986684   -0 53 18.1
 AZ0642;SPC TXSC     -13,729,793.50  1,391,665.16   sFT  0.99986684   -0 53 18.1
 AZ0642;UTM  14      - 3,263,528.890   324,205.034   MT  0.99998133   -0 53 34.2
 AZ0642
 AZ0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0642!SPC TXSC     -   0.99994058  x   0.99986684  =   0.99980743
 AZ0642!UTM  14      -   0.99994058  x   0.99998133  =   0.99992191
 AZ0642
 AZ0642:                Primary Azimuth Mark                     Grid Az
 AZ0642:SPC TXSC     -  WINDMILL N OF STA MOORE                  003 32 19.5
 AZ0642:UTM  14      -  WINDMILL N OF STA MOORE                  003 32 35.6
 AZ0642
 AZ0642|---------------------------------------------------------------------|
 AZ0642| PID    Reference Object                     Distance      Geod. Az  |
 AZ0642|                                                           dddmmss.s |
 AZ0642| AZ0665 WINDMILL N OF STA MOORE             APPROX. 3.4 KM 0023901.4 |
 AZ0642| AZ0644 WINDMILL NEAR STA MOORE             APPROX. 0.6 KM 1183942.6 |
 AZ0642| CV4857 MOORE RM                             10.370 METERS 31006     |
 AZ0642|---------------------------------------------------------------------|
 AZ0642
 AZ0642                          SUPERSEDED SURVEY CONTROL
 AZ0642
 AZ0642  NAD 83(1986)-  29 29 20.21568(N)    100 48 47.93680(W) AD(       ) 1
 AZ0642  NAD 27      -  29 29 19.40300(N)    100 48 46.59400(W) AD(       ) 1
 AZ0642  NGVD 29 (07/19/86)  401.0    (m)         1316.     (f) VERT ANG       
 AZ0642
 AZ0642.Superseded values are not recommended for survey control.
 AZ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0642.See file dsdata.txt to determine how the superseded data were derived.
 AZ0642
 AZ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT2420563529(NAD 83)
 AZ0642_MARKER: DS = TRIANGULATION STATION DISK
 AZ0642_SETTING: 0 = UNSPECIFIED SETTING
 AZ0642
 AZ0642  HISTORY     - Date     Condition        Report By
 AZ0642  HISTORY     - 1918     MONUMENTED       CGS
 AZ0642  HISTORY     - 1943     GOOD             CGS
 AZ0642
 AZ0642                          STATION DESCRIPTION
 AZ0642
 AZ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AZ0642'STATION IS ABOUT 13 MILES BY ROAD N BY E OF DEL RIO AND 3/4
 AZ0642'MILE W OF THE DEL RIO-AB ROSE RANCH ROAD.
 AZ0642'
 AZ0642'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AZ0642'
 AZ0642'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AZ0642'
 AZ0642'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AZ0642'10.37 METERS (34.0 FEET) DISTANT IN AZIMUTH 130 DEG 06 MIN.
 AZ0642'
 AZ0642'BEARING OF WINDMILL, DISTANT 1/4 MILE, IS S 61 DEG 20 MIN E.
 AZ0642'
 AZ0642'TO REACH THE STATION FROM DEL RIO, FOLLOW THE AB ROSE RANCH
 AZ0642'ROAD 11 MILES TO A POINT IN A SMALL VALLEY WHERE THERE IS A
 AZ0642'GATE ON EITHER SIDE OF THE ROAD AND A WINDMILL NEAR A YELLOW
 AZ0642'EARTH EMBANKMENT 1 MILE NE.  TURN W THROUGH THE GATE AND FOLLOW
 AZ0642'A DIM ROAD TO THE WINDMILL.  CROSS AN ABANDONED RAILROAD GRADE,
 AZ0642'AND THE STATION IS 300 METERS (984 FEET) W ON TOP OF A BARE
 AZ0642'AND PROMINENT HILL.
 AZ0642'
 AZ0642'ELEVATION OF STATION, 401.0 METERS (1,316 FEET).
 AZ0642
 AZ0642                          STATION RECOVERY (1943)
 AZ0642
 AZ0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 AZ0642'A NEW DESCRIPTION TO REACH THE STATION IS NECESSARY OWING
 AZ0642'TO ROAD CHANGES.
 AZ0642'
 AZ0642'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277
 AZ0642'AND 90 IN DEL RIO, DRIVE E ON HIGHWAY 90 FOR 3.1 MILES.  AT
 AZ0642'THIS POINT TURN LEFT (N) ON A T-ROAD FOR 0.4 MILE TO A DOUBLE
 AZ0642'GATE.  PASS THROUGH GATE AND DRIVE IN A N DIRECTION FOR 6.3
 AZ0642'MILES TO THE FLOYD EASTERLY RANCH.  AT THE RANCH HOUSE DRIVE LEFT
 AZ0642'(W) AROUND STONE FENCE, THENCE N THROUGH CORRAL FOR 0.1 MILE,
 AZ0642'THEN FOLLOW A TRACK ROAD NE ALONG A TELEPHONE LINE FOR 2.0
 AZ0642'MILES TO A GATE AND FENCE.  FROM THIS POINT A WOODEN WINDMILL
 AZ0642'(AZIMUTH MARK) IS VISIBLE, DISTANT ABOUT 1.5 MILES IN A NE
 AZ0642'DIRECTION.  FROM THIS POINT DRIVE NE 1-1/2 MILES ACROSS
 AZ0642'COUNTRY TO THE WINDMILL.  THE STATION IS ON THE HIGHEST POINT
 AZ0642'OF GROUND NW FROM THE WINDMILL (AZIMUTH MARK) A DISTANCE OF
 AZ0642'ABOUT 0.4 MILE (300 METERS OR 984 FEET).
 AZ0642'
 AZ0642'STATION, REFERENCE, AND AZIMUTH MARK (WOODEN WINDMILL) WERE
 AZ0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2789 ***********************************************************************
 AX2789  DESIGNATION -  MOORE
 AX2789  PID         -  AX2789
 AX2789  STATE/COUNTY-  TX/FAYETTE
 AX2789  USGS QUAD   -  LA GRANGE EAST (1981)
 AX2789
 AX2789                         *CURRENT SURVEY CONTROL
 AX2789  ___________________________________________________________________
 AX2789* NAD 83(1993)-  29 58 56.72324(N)    096 49 58.08114(W)     ADJUSTED  
 AX2789* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 AX2789  ___________________________________________________________________
 AX2789  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AX2789  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AX2789
 AX2789  HORZ ORDER  -  FIRST
 AX2789
 AX2789.The horizontal coordinates were established by classical geodetic methods
 AX2789.and adjusted by the National Geodetic Survey in February 1996..
 AX2789
 AX2789.The orthometric height was scaled from a topographic map.
 AX2789
 AX2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2789
 AX2789.The geoid height was determined by GEOID03.
 AX2789
 AX2789;                    North         East     Units Scale Factor Converg.
 AX2789;SPC TXSC     - 4,240,118.315   809,114.624   MT  0.99992692   +1 03 42.3
 AX2789;SPC TXSC     -13,911,121.51  2,654,570.23   sFT  0.99992692   +1 03 42.3
 AX2789;SPC TX C     - 3,040,319.570 1,037,770.183   MT  1.00003854   +1 48 10.7
 AX2789;SPC TX C     - 9,974,781.79  3,404,751.01   sFT  1.00003854   +1 48 10.7
 AX2789;UTM  14      - 3,318,814.372   709,083.358   MT  1.00013938   +1 05 00.3
 AX2789
 AX2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2789!SPC TXSC     -   0.99997752  x   0.99992692  =   0.99990444
 AX2789!SPC TX C     -   0.99997752  x   1.00003854  =   1.00001605
 AX2789!UTM  14      -   0.99997752  x   1.00013938  =   1.00011689
 AX2789
 AX2789:                Primary Azimuth Mark                     Grid Az
 AX2789:SPC TXSC     -  SHELL OIL CO TANK                        026 56 44.9
 AX2789:SPC TX C     -  SHELL OIL CO TANK                        026 12 16.5
 AX2789:UTM  14      -  SHELL OIL CO TANK                        026 55 26.9
 AX2789
 AX2789|---------------------------------------------------------------------|
 AX2789| PID    Reference Object                     Distance      Geod. Az  |
 AX2789|                                                           dddmmss.s |
 AX2789| AX2791 SHELL OIL CO TANK                   APPROX. 0.8 KM 0280027.2 |
 AX2789| BM1025 WARRENTON ST JOHNS LUTH CH          APPROX.10.1 KM 0684956.2 |
 AX2789| AX2768 FAYETTEVILLE MUNICIPAL TANK         APPROX.17.6 KM 1190049.7 |
 AX2789| CV6581 MOORE AZ MK                                        1862431.2 |
 AX2789| CV6582 MOORE RM 1                           23.530 METERS 23602     |
 AX2789| CV6583 MOORE RM 2                           30.062 METERS 32744     |
 AX2789|---------------------------------------------------------------------|
 AX2789
 AX2789                          SUPERSEDED SURVEY CONTROL
 AX2789
 AX2789  NAD 83(1986)-  29 58 56.74081(N)    096 49 58.06735(W) AD(       ) 1
 AX2789  NAD 27      -  29 58 55.93900(N)    096 49 57.14000(W) AD(       ) 1
 AX2789
 AX2789.Superseded values are not recommended for survey control.
 AX2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2789.See file dsdata.txt to determine how the superseded data were derived.
 AX2789
 AX2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0908318814(NAD 83)
 AX2789_MARKER: DS = TRIANGULATION STATION DISK
 AX2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2789
 AX2789  HISTORY     - Date     Condition        Report By
 AX2789  HISTORY     - 1943     MONUMENTED       CGS
 AX2789  HISTORY     - 1954     GOOD             CGS
 AX2789  HISTORY     - 1960     GOOD             CGS
 AX2789  HISTORY     - 1963     GOOD             CGS
 AX2789  HISTORY     - 1974     GOOD             NGS
 AX2789
 AX2789                          STATION DESCRIPTION
 AX2789
 AX2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2789'THE STATION IS ABOUT 5 MILES NORTH BY EAST OF LA GRANGE, 7
 AX2789'MILES SOUTHEAST OF WARDA, AND 11 MILES EAST OF WINCHESTER,
 AX2789'ON LAND KNOWN AS THE MOORE FARM, JUST SOUTH OF THE SHELL PIPE
 AX2789'LINE PUMPING PLANT.  THE DISK IS STAMPED MOORE 1943 AND PROJECTS
 AX2789'2 INCHES.
 AX2789'
 AX2789'THE AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH OF THE STATION,
 AX2789'20 FEET WEST OF A NORTH-SOUTH FENCE LINE, 3 FEET SOUTH OF AN
 AX2789'EAST-WEST FENCE LINE, NEXT TO A SMALL WOODEN SHACK ABOUT 30
 AX2789'FEET EAST OF AN ABANDONED FARMHOUSE.  THE DISK IS STAMPED MOORE
 AX2789'1943 AND PROJECTS 2 INCHES.  TO REACH FROM STATION--FOLLOW
 AX2789'LANE ROAD SOUTH FROM STATION, PARALLEL TO NORTH-SOUTH FENCE
 AX2789'LINE, TO FORK AT 0.15 MILE.  TAKE LEFT FORK TO GATE INTO
 AX2789'FARMYARD AT 0.25 MILE.  GO THRU GATE AND BEAR LEFT TO MARK
 AX2789'AT 0.35 MILE.
 AX2789'
 AX2789'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 15 FEET
 AX2789'EAST OF LARGE LIVE OAK TREE.  THE DISK IS STAMPED MOORE 1943
 AX2789'AND PROJECTS 3 INCHES.
 AX2789'
 AX2789'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 10 FEET EAST
 AX2789'OF A LIVE OAK TREE.  THE DISK IS STAMPED MOORE 1943 AND PROJECTS
 AX2789'3 INCHES.
 AX2789'
 AX2789'REACHED FROM LA GRANGE, AT THE INTERSECTION OF U.S. 77 AND
 AX2789'TEXAS 71.  GO EAST ON 71 0.15 MILE, TWO BLOCKS, TO CROSS STREETS.
 AX2789'THEN GO LEFT, NORTH, ON LA GRANGE-LEDBETTER ROAD, GRAVEL,
 AX2789'3.0 MILES TO SIDE ROAD LEFT.  CONTINUE STRAIGHT ON GRAVEL,
 AX2789'MAIN TRAVELED ROAD, 4.1 MILES TO GATE ON RIGHT TO SHELL PIPE LINE
 AX2789'PUMPING PLANT.  TURN RIGHT THRU GATE AND UP LANE 0.9 MILE TO
 AX2789'FORK AND PUMPING PLANT ON LEFT.  TAKE RIGHT FORK 0.05 MILE TO
 AX2789'FORK AT WEST SIDE OF HOUSES.  THE RIGHT FORK 0.05 MILE TO GATE.
 AX2789'GO THRU GATE 0.05 MILE TO FORK.  TAKE RIGHT FORK 0.3 MILE
 AX2789'TO FORK, THEN LEFT FORK 0.10 MILE TO SMALL GRAVEYARD AND
 AX2789'STATION ON LEFT.
 AX2789'
 AX2789'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AX2789
 AX2789                          STATION RECOVERY (1954)
 AX2789
 AX2789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2789'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN VERY GOOD
 AX2789'CONDITION.  IT IS LOCATED ABOUT 11 MILES EAST OF WINCHESTER,
 AX2789'7 MILES SOUTHEAST OF WARDA, 5 MILES NORTHEAST OF LA GRANGE, 0.2
 AX2789'MILE SOUTH OF THE SHELL PUMPING STATION AND ON PROPERTY OWNED BY
 AX2789'MR. DICK SCHULTZ OF LA GRANGE.
 AX2789'
 AX2789'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AX2789'77 AND STATE HIGHWAY 71 IN LA GRANGE, GO EAST ON STATE HIGHWAY
 AX2789'71 FOR 0.15 MILE TO CROSS STREETS THENCE LEFT ON THE LA
 AX2789'GRANGE-LEDBETTER ROAD, GRAVELED, FOR 7.1 MILES TO A GATE AND
 AX2789'SIGN SHELL PUMPING PLANT ON THE RIGHT.  PASS THROUGH GATE AND
 AX2789'GO 0.9 MILE TO THE PUMPING PLANT AND A FORK.  GO RIGHT ON
 AX2789'TRACK ROAD, KEEPING TO ALL RIGHT FORKS FOR 0.4 MILE TO A
 AX2789'CLEARING AND SMALL CEMETERY ON THE LEFT.  THE STATION IS 61 FEET
 AX2789'SOUTH OF THE SCHULTZ MONUMENT, (GRAVE MONUMENT)
 AX2789'
 AX2789'THE STATION MARK, IS A STANDARD DISK SET IN A SQUARE
 AX2789'CONCRETE POST PROJECTING 6 INCHES.  IT IS 2 FEET SOUTHWEST
 AX2789'OF A WITNESS POST AND IS STAMPED MOORE 1943.
 AX2789'
 AX2789'REFERENCE MARK NO. 1, IS A STANDARD DISK SET IN A
 AX2789'SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 15 FEET EAST OF
 AX2789'A LARGE LIVE OAK TREE AND IS STAMPED MOORE NO 1 1943.
 AX2789'
 AX2789'REFERENCE MARK NO. 2, IS A STANDARD DISK SET IN A
 AX2789'SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 10
 AX2789'FEET EAST OF A LARGE OAK TREE AND IS STAMPED MOORE NO 2 1943.
 AX2789'
 AX2789'THE AZIMUTH MARK, IS A STANDARD DISK SET IN A SQUARE
 AX2789'CONCRETE POST PROJECTING 6 INCHES.  IT IS 375 FEET EAST OF A
 AX2789'CORRAL, 28 FEET NORTH OF A 3 FOOT OAK TREE, 20 FEET WEST OF A
 AX2789'NORTH-SOUTH FENCELINE AND 2 FEET SOUTHEAST OF A WITNESS POST.
 AX2789'THE MARK IS STAMPED MOORE 1943.  TO REACH THE AZIMUTH MARK FROM
 AX2789'THE STATION, GO SOUTH ON A TRACK ROAD FOR 0.25 MILE TO A
 AX2789'CORRAL AND GATE ON LEFT.  TURN LEFT THROUGH GATE THENCE 0.1
 AX2789'MILE TO THE SOUTHEAST CORNER OF PASTURE AND THE MARK.
 AX2789
 AX2789                          STATION RECOVERY (1960)
 AX2789
 AX2789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 AX2789'STATION COULD NOT BE LOCATED EVEN WITH HELP OF LOCAL RESIDENTS,
 AX2789'BUT BELIEVE THIS IS DUE TO INADEQUATE DIRECTIONS AND NOT THAT
 AX2789'STATION IS DESTROYED.
 AX2789
 AX2789                          STATION RECOVERY (1963)
 AX2789
 AX2789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2789'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 AX2789'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 AX2789'SITE ARE CORRECT.
 AX2789
 AX2789                          STATION RECOVERY (1974)
 AX2789
 AX2789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AX2789'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 AX2789'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 AX2789'MARK WAS NOT OBSERVED DUE TO A LARGE METAL BARN ON LINE, A 20
 AX2789'FOOT TARGET AT THE AZIMUTH MARK WOULD BE VISIBLE.  A NEW AZIMUTH
 AX2789'MARK WAS NOT SET AT THIS TIME AS THERE WERE NO OTHER OBJECTS
 AX2789'VISIBLE
 AX2789'
 AX2789'A NEW DESCRIPTION FOLLOWS--
 AX2789'
 AX2789'THE STATION IS LOCATED ON A HIGH WOODED RIDGE ABOUT 7 MILES
 AX2789'SOUTHEAST OF WARDA, 5 MILES NORTH-NORTHEAST OF LA GRANGE, 0.5
 AX2789'MILE SOUTH OF THE LUTHERHILL CAMP, ALONG THE WEST SIDE OF A
 AX2789'SMALL CEMETERY ON THE OAK MEADOWS RANCH, 0.35 MILE NORTH
 AX2789'OF THE RANCH HEADQUARTERS.  THE RANCH IS OWNED BY MR. LES APPELT,
 AX2789'THE FOREMAN IS MR. ERNEST WILKERSON.
 AX2789'
 AX2789'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AX2789'77 AND STATE HIGHWAY 71 IN LA GRANGE, GO NORTH ON HIGHWAY
 AX2789'77 FOR 2.75 MILES TO THE JUNCTION WITH FARM ROAD 2145 ON THE
 AX2789'RIGHT AND A SIGN, LUTHERHILL, TURN RIGHT AND FOLLOW FARM ROAD
 AX2789'2145 NORTHEASTERLY FOR 4.05 MILES TO THE RANCH ENTRANCE ON
 AX2789'THE RIGHT, (A CATTLE GUARD AND 4 CONCRETE BLOCK PILLARS WITH
 AX2789'WINGWALLS), (THIS IS 0.5 MILE SOUTH OF THE ENTRANCE TO
 AX2789'LUTHERHILL CAMP), TURN RIGHT, CROSS THE CATTLE GUARD AND FOLLOW
 AX2789'THE GRAVELED TRACK ROAD EASTERLY 1.25 MILES TO THE TOP
 AX2789'OF THE HILL AND A CATTLE GUARD* AT THE SOUTHWEST EDGE OF THE
 AX2789'RANCH YARD, TURN HARD LEFT AND FOLLOW TRACK ROAD NORTH
 AX2789'ALONG HILL 0.05 MILE TO A FORK, FOLLOW RIGHT FORK (DIM TRACK
 AX2789'ROAD) STRAIGHT FOR 0.1 MILE TO THE SMALL CEMETERY AND
 AX2789'STATION ON THE RIGHT AS DESCRIBED.  *TO REACH THE AZIMUTH MARK,
 AX2789'CROSS THE CATTLE GUARD AND FOLLOW TRACK ROAD 0.1 MILE TO
 AX2789'CENTER OF YARD, BEAR LEFT AND FOLLOW ROAD EASTERLY TO THE
 AX2789'SOUTHEAST SIDE OF THE FARM SHOP AND THE MARK AS DESCRIBED.
 AX2789'
 AX2789'THE STATION MARK IS A STANDARD DISK STAMPED MOORE 1943, SET
 AX2789'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 AX2789'IT IS IN A NORTH-SOUTH FENCE LINE, 80 FEET SOUTH OF A SMALL
 AX2789'METAL GATE LEADING INTO THE CEMETERY PLOTS, 57 FEET WEST OF THE
 AX2789'EAST FENCE AROUND THE GRAVESTONES OF DANIEL SCHULTZ AND
 AX2789'LAWRENCE SCHULTZ, AND 3.3 FEET NORTH OF A METAL WITNESS POST.
 AX2789'
 AX2789'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MOORE NO 1 1943,
 AX2789'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX2789'6-INCHES.  IT IS 75 FEET SOUTHWEST OF THE METAL WITNESS POST,
 AX2789'63 FEET WEST OF THE NORTH-SOUTH FENCE, AND 18 FEET EAST OF
 AX2789'A 30-INCH OAK TREE.
 AX2789'
 AX2789'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MOORE NO 2
 AX2789'1943, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX2789'6-INCHES.  IT IS 54 FEET WEST OF THE SMALL METAL GATE LEADING
 AX2789'INTO THE CEMETERY PLOTS, AND 12 FEET NORTHEAST OF A 30-INCH
 AX2789'OAK TREE.
 AX2789'
 AX2789'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOORE 1943, SET
 AX2789'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 AX2789'IT IS AT THE WEST SIDE OF A BUSH, 81 FEET SOUTH-SOUTHWEST OF
 AX2789'THE SOUTHWEST CORNER OF A LARGE METAL STOCKBARN, 66 FEET SOUTH
 AX2789'OF THE SOUTH 1 OF 2 SMALL ROUND GRAIN BINS, AND 43 FEET SOUTHEAST
 AX2789'OF THE SOUTHEAST CORNER OF THE SHOP.
 AX2789'
 AX2789'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 AX2789'NORTHEAST OF LA GRANGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0940 ***********************************************************************
 CU0940  DESIGNATION -  MOORE
 CU0940  PID         -  CU0940
 CU0940  STATE/COUNTY-  TX/NOLAN
 CU0940  USGS QUAD   -  HYLTON (1967)
 CU0940
 CU0940                         *CURRENT SURVEY CONTROL
 CU0940  ___________________________________________________________________
 CU0940* NAD 83(1993)-  32 08 07.94986(N)    100 10 47.46826(W)     ADJUSTED  
 CU0940* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 CU0940  ___________________________________________________________________
 CU0940  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CU0940  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CU0940
 CU0940  HORZ ORDER  -  THIRD
 CU0940
 CU0940.The horizontal coordinates were established by classical geodetic methods
 CU0940.and adjusted by the National Geodetic Survey in February 1996..
 CU0940
 CU0940.The orthometric height was scaled from a topographic map.
 CU0940
 CU0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0940
 CU0940.The geoid height was determined by GEOID03.
 CU0940
 CU0940;                    North         East     Units Scale Factor Converg.
 CU0940;SPC TXNC     - 2,053,262.362   441,506.287   MT  0.99999939   -0 54 58.3
 CU0940;SPC TXNC     - 6,736,411.60  1,448,508.54   sFT  0.99999939   -0 54 58.3
 CU0940;SPC TX C     - 3,273,717.944   714,482.648   MT  1.00007750   +0 04 44.6
 CU0940;SPC TX C     -10,740,522.95  2,344,098.49   sFT  1.00007750   +0 04 44.6
 CU0940;UTM  14      - 3,556,069.143   388,717.459   MT  0.99975272   -0 37 39.6
 CU0940
 CU0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0940!SPC TXNC     -   0.99989695  x   0.99999939  =   0.99989634
 CU0940!SPC TX C     -   0.99989695  x   1.00007750  =   0.99997444
 CU0940!UTM  14      -   0.99989695  x   0.99975272  =   0.99964970
 CU0940
 CU0940|---------------------------------------------------------------------|
 CU0940| PID    Reference Object                     Distance      Geod. Az  |
 CU0940|                                                           dddmmss.s |
 CU0940| CX7785 MOORE RM 1                           15.988 METERS 13908     |
 CU0940| CX7784 MOORE AZ MK                                        1572642.0 |
 CU0940| CX7786 MOORE RM 2                           19.759 METERS 25054     |
 CU0940|---------------------------------------------------------------------|
 CU0940
 CU0940                          SUPERSEDED SURVEY CONTROL
 CU0940
 CU0940  NAD 83(1986)-  32 08 07.95584(N)    100 10 47.45567(W) AD(       ) 3
 CU0940  NAD 27      -  32 08 07.47510(N)    100 10 46.10970(W) AD(       ) 3
 CU0940
 CU0940.Superseded values are not recommended for survey control.
 CU0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0940.See file dsdata.txt to determine how the superseded data were derived.
 CU0940
 CU0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA8871756069(NAD 83)
 CU0940_MARKER: DS = TRIANGULATION STATION DISK
 CU0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0940
 CU0940  HISTORY     - Date     Condition        Report By
 CU0940  HISTORY     - 1961     MONUMENTED       CGS
 CU0940
 CU0940                          STATION DESCRIPTION
 CU0940
 CU0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0940'THE STATION IS APPROXIMATELY 7-1/2 MILES NORTHWEST OF WINGATE,
 CU0940'5 MILES SOUTHWEST OF SHEP AND 1-1/2 MILES NORTHEAST OF HYLTON,
 CU0940'ON THE PROPERTY OF MR. SANFORD B MOORE.
 CU0940'
 CU0940'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277
 CU0940'AND FARM ROAD 53 (THIS JUNCTION IS APPROX. 3 MILES NORTHWEST
 CU0940'OF WINDGATE), GO NORTH ON FARM ROAD 53 FOR 3.5 MILE TO THE
 CU0940'AZIMUTH MARK IN THE RIGHT.  CONTINUE NORTH OF FARM ROAD 53
 CU0940'FOR 0.4 MILE TO THE JUNCTION OF FARM ROADS 1170, 53 AND A
 CU0940'CALICHE ROAD ON THE RIGHT.  TURN RIGHT, EASTERLY, UP HILL
 CU0940'FOR 0.2 MILE TO A CATTLE GUARD AND THE STATION ON THE LEFT.
 CU0940'
 CU0940'STATION MARKS ARE STANDARD DISKS STAMPED MOORE 1961.  THE
 CU0940'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CU0940'5 INCHES.  IT IS 567 FEET SOUTHEAST OF A OIL SEPARATOR, 64
 CU0940'FEET NORTH OF THE CENTER OF THE CALICHE ROAD, 44 FEET NORTHEAST
 CU0940'OF THE CENTER OF A TRACK ROAD AND 3.5 FEET SOUTHWEST OF A METAL
 CU0940'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 CU0940'MASS OF CONCRETE 20 INCHES BELOW THE SURFACE OF THE GROUND.
 CU0940'
 CU0940'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MOORE NO 1 1961,
 CU0940'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 CU0940'IS 76 FEET WEST OF A TELEPHONE POLE, 75 FEET EAST OF THE CATTLE
 CU0940'GUARD AND 21 FEET NORTH OF THE CENTER OF THE CALICHE ROAD.
 CU0940'
 CU0940'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MOORE NO 2 1961,
 CU0940'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 CU0940'IT IS 61 FEET NORTH OF THE CENTER OF THE CALICHE ROAD, 33
 CU0940'FEET NORTHEAST OF A TELEPHONE POLE AND 24 FEET WEST OF THE
 CU0940'CENTER OF THE CATTLE GUARD.
 CU0940'
 CU0940'AZIMUTH MARK, A STANDARD DISK STAMPED MOORE 1961, IS SET IN
 CU0940'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 60
 CU0940'FEET WEST OF THE CENTER OF FARM ROAD 53, 2.5 FEET NORTH OF
 CU0940'A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 CU0940'
 CU0940'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1075 ***********************************************************************
 DN1075  DESIGNATION -  MOORE
 DN1075  PID         -  DN1075
 DN1075  STATE/COUNTY-  TX/GRAYSON
 DN1075  USGS QUAD   -  AMBROSE (1984)
 DN1075
 DN1075                         *CURRENT SURVEY CONTROL
 DN1075  ___________________________________________________________________
 DN1075* NAD 83(1993)-  33 39 48.15679(N)    096 23 01.07587(W)     ADJUSTED  
 DN1075* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 DN1075  ___________________________________________________________________
 DN1075  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DN1075  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DN1075
 DN1075  HORZ ORDER  -  SECOND
 DN1075
 DN1075.The horizontal coordinates were established by classical geodetic methods
 DN1075.and adjusted by the National Geodetic Survey in February 1996..
 DN1075
 DN1075.The orthometric height was scaled from a topographic map.
 DN1075
 DN1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1075
 DN1075.The geoid height was determined by GEOID03.
 DN1075
 DN1075;                    North         East     Units Scale Factor Converg.
 DN1075;SPC TXNC     - 2,223,397.155   796,260.933   MT  0.99992948   +1 09 15.3
 DN1075;SPC TXNC     - 7,294,595.50  2,612,399.41   sFT  0.99992948   +1 09 15.3
 DN1075;UTM  14      - 3,727,904.527   742,597.545   MT  1.00032562   +1 27 03.6
 DN1075
 DN1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1075!SPC TXNC     -   0.99997193  x   0.99992948  =   0.99990142
 DN1075!UTM  14      -   0.99997193  x   1.00032562  =   1.00029754
 DN1075
 DN1075:                Primary Azimuth Mark                     Grid Az
 DN1075:SPC TXNC     -  BONHAM VETERANS HOSPITAL TANK            111 44 06.6
 DN1075:UTM  14      -  BONHAM VETERANS HOSPITAL TANK            111 26 18.3
 DN1075
 DN1075|---------------------------------------------------------------------|
 DN1075| PID    Reference Object                     Distance      Geod. Az  |
 DN1075|                                                           dddmmss.s |
 DN1075| DN1060 BONHAM VETERANS HOSPITAL TANK       APPROX.21.8 KM 1125321.9 |
 DN1075| DN1056 BONHAM MUNICIPAL TANK               APPROX.21.3 KM 1160905.9 |
 DN1075| DN1068 ECTOR MUNICIPAL TANK                APPROX.13.9 KM 1324640.4 |
 DN1075| DN1067 ECTOR CHURCH SPIRE                  APPROX.14.3 KM 1331320.4 |
 DN1075| CY2598 MOORE RM 1                           22.208 METERS 16710     |
 DN1075| DN1066 SAVOY MUNICIPAL TANK                APPROX. 7.3 KM 1675136.1 |
 DN1075| DN1073 BELLS MUNICIPAL TANK                APPROX. 6.3 KM 2012909.6 |
 DN1075| CY2597 MOORE AZ MK                                        2604011.3 |
 DN1075| CY2599 MOORE RM 2                           22.984 METERS 29002     |
 DN1075|---------------------------------------------------------------------|
 DN1075
 DN1075                          SUPERSEDED SURVEY CONTROL
 DN1075
 DN1075  NAD 83(1993)-  33 39 48.15826(N)    096 23 01.07430(W) AD(       ) 2
 DN1075  NAD 83(1986)-  33 39 48.16400(N)    096 23 01.06760(W) AD(       ) 2
 DN1075  NAD 27      -  33 39 47.78850(N)    096 23 00.11980(W) AD(       ) 2
 DN1075
 DN1075.Superseded values are not recommended for survey control.
 DN1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1075.See file dsdata.txt to determine how the superseded data were derived.
 DN1075
 DN1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4259827905(NAD 83)
 DN1075_MARKER: DS = TRIANGULATION STATION DISK
 DN1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1075+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 DN1075
 DN1075  HISTORY     - Date     Condition        Report By
 DN1075  HISTORY     - 1955     MONUMENTED       CGS
 DN1075  HISTORY     - 1957     GOOD             CGS
 DN1075  HISTORY     - 20021002 GOOD             INDIV
 DN1075
 DN1075                          STATION DESCRIPTION
 DN1075
 DN1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1075'THE STATION IS LOCATED NEAR A FARMHOUSE ON A HILL ABOUT
 DN1075'3-1/2 MILES AIRLINE NORTH-NORTHEAST OF BELLS, 12 MILES AIRLINE
 DN1075'EAST OF SHERMAN, AND 11 MILES AIRLINE SOUTHEAST OF DENISON.
 DN1075'
 DN1075'TO REACH THE STATION FROM THE POST OFFICE IN BELLS GO NORTH
 DN1075'ABOUT 50 YARDS TO A CROSS ROAD.  TURN LEFT AND GO WEST ABOUT
 DN1075'100 YARDS TO A CROSS ROAD.  TURN RIGHT ON U.S. HIGHWAY 69
 DN1075'AND GO NORTHWEST 0.3 MILE TO A CROSS ROAD.  TURN RIGHT ONTO
 DN1075'FARM ROAD 1897 AND GO NORTH 3.4 MILES TO A SIDE ROAD AND
 DN1075'THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO EAST 0.5
 DN1075'MILE TO A FARMHOUSE AND THE STATION.
 DN1075'
 DN1075'THE STATION MARK IS A STANDARD DISK STAMPED MOORE 1955 SET
 DN1075'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 DN1075'WITH THE GROUND.  IT IS 8 FEET WEST OF A WITNESS POST, 22
 DN1075'FEET SOUTHWEST OF A FENCE CORNER, AND 56 FEET WEST OF THE
 DN1075'WEST SIDE OF THE FARMHOUSE.
 DN1075'
 DN1075'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MOORE
 DN1075'NO 1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DN1075'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST
 DN1075'OF A FENCE CORNER AND THE SAME ELEVATION AS THE STATION.
 DN1075'
 DN1075'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MOORE
 DN1075'NO 2 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DN1075'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH
 DN1075'OF A FENCE LINE AND 3 FEET LOWER THAN THE STATION.
 DN1075'
 DN1075'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF FARM ROAD
 DN1075'1897 AND IS A STANDARD DISK STAMPED MOORE 1955 SET IN THE
 DN1075'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 DN1075'ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A FENCE LINE, 2 FEET
 DN1075'NORTH OF A POWERLINE POLE, 39 FEET EAST OF THE CENTERLINE
 DN1075'OF FARM ROAD 1897, AND ABOUT 60 YARDS SOUTH OF THE CENTERLINE
 DN1075'OF AN EAST-WEST DIRT ROAD.
 DN1075
 DN1075                          STATION RECOVERY (1957)
 DN1075
 DN1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1075'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1075'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1075'FOR PROCEEDING TO STATION SITE ARE CORRECT HOWEVER IN THE
 DN1075'LOCATION OF THE AZIMUTH MARK, THE POWERLINE POLE HAS BEEN
 DN1075'REMOVED.
 DN1075
 DN1075                          STATION RECOVERY (2002)
 DN1075
 DN1075'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1075'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1955 CGS SURVEY.
 DN1075'DESCRIPTION IS ADEQUATE. SUBMITTED BY DAWGIES OF GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1675 ***********************************************************************
 FL1675  DESIGNATION -  MOORE
 FL1675  PID         -  FL1675
 FL1675  STATE/COUNTY-  TX/HUTCHINSON
 FL1675  USGS QUAD   -  PLEMONS (1978)
 FL1675
 FL1675                         *CURRENT SURVEY CONTROL
 FL1675  ___________________________________________________________________
 FL1675* NAD 83(1993)-  35 51 04.31472(N)    101 18 01.10378(W)     ADJUSTED  
 FL1675* NAVD 88     -       921.     (meters)    3022.     (feet)  SCALED    
 FL1675  ___________________________________________________________________
 FL1675  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 FL1675  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FL1675
 FL1675  HORZ ORDER  -  FIRST
 FL1675
 FL1675.The horizontal coordinates were established by classical geodetic methods
 FL1675.and adjusted by the National Geodetic Survey in February 1996..
 FL1675
 FL1675.The orthometric height was scaled from a topographic map.
 FL1675
 FL1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1675
 FL1675.The geoid height was determined by GEOID03.
 FL1675
 FL1675;                    North         East     Units Scale Factor Converg.
 FL1675;SPC TX N     - 1,205,386.854   218,037.751   MT  0.99993939   +0 06 56.6
 FL1675;SPC TX N     - 3,954,673.37    715,345.52   sFT  0.99993939   +0 06 56.6
 FL1675;UTM  14      - 3,969,887.412   292,272.390   MT  1.00013174   -1 20 51.8
 FL1675
 FL1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1675!SPC TX N     -   0.99985966  x   0.99993939  =   0.99979906
 FL1675!UTM  14      -   0.99985966  x   1.00013174  =   0.99999138
 FL1675
 FL1675:                Primary Azimuth Mark                     Grid Az
 FL1675:SPC TX N     -  MOORE AZ MK                              188 58 30.6
 FL1675:UTM  14      -  MOORE AZ MK                              190 26 19.0
 FL1675
 FL1675|---------------------------------------------------------------------|
 FL1675| PID    Reference Object                     Distance      Geod. Az  |
 FL1675|                                                           dddmmss.s |
 FL1675| CJ7128 MOORE AZ MK                                        1890527.2 |
 FL1675| CJ7129 MOORE RM 1                            9.769 METERS 18908     |
 FL1675| CJ7130 MOORE RM 2                           11.440 METERS 27732     |
 FL1675|---------------------------------------------------------------------|
 FL1675
 FL1675                          SUPERSEDED SURVEY CONTROL
 FL1675
 FL1675  NAD 83(1993)-  35 51 04.31518(N)    101 18 01.10284(W) AD(       ) 1
 FL1675  NAD 83(1986)-  35 51 04.32257(N)    101 18 01.09221(W) AD(       ) 1
 FL1675  NAD 27      -  35 51 04.18200(N)    101 17 59.51100(W) AD(       ) 1
 FL1675
 FL1675.Superseded values are not recommended for survey control.
 FL1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1675.See file dsdata.txt to determine how the superseded data were derived.
 FL1675
 FL1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9227269887(NAD 83)
 FL1675_MARKER: DS = TRIANGULATION STATION DISK
 FL1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1675
 FL1675  HISTORY     - Date     Condition        Report By
 FL1675  HISTORY     - 1951     MONUMENTED       CGS
 FL1675  HISTORY     - 1952     GOOD             USGS
 FL1675
 FL1675                          STATION DESCRIPTION
 FL1675
 FL1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1675'THE STATION IS LOCATED ABOUT 13.5 MILES AIR LINE NORTH-NORTHEAST
 FL1675'OF BORGER.  8 MILES EAST-NORTHEAST OF STINNETT AND ON THE
 FL1675'FIRST SANDY RIDGE NORTH OF BUGBY CREEK WHICH IS APPROXIMATELY
 FL1675'1 MILE DISTANT.  THERE IS HIGHER GROUND ABOUT 1/2 MILE NORTHWEST
 FL1675'OF THE STATION.
 FL1675'
 FL1675'TO REACH THE STATION FROM THE BRICK DRUG STORE ON THE WEST
 FL1675'SIDE OF STATE HIGHWAY 117 IN STINNETT, GO EAST ON THE GRADED
 FL1675'ROAD FOR 0.45 MILE TO THE RAILROAD CROSSING WHICH IS ABOUT 50
 FL1675'YARDS NORTH OF THE STINNETT RAILROAD DEPOT.  CONTINUE EASTERLY
 FL1675'ON GRADED ROAD FOR 2.6 MILES TO A Y.  KEEP LEFT FORK AND GO
 FL1675'2.4 MILES TO A CROSSROAD AND A CATTLE GUARD ON THE LEFT.
 FL1675'TURN LEFT, CROSS THE CATTLE GUARD AND FOLLOW THE MAIN TRAVELED
 FL1675'ROAD NORTH-NORTHEASTERLY FOR 2.1 MILES TO A Y.  KEEP RIGHT
 FL1675'FORK DOWN HILL FOR 0.7 MILE TO A ROCK HOUSE.  THE ROCK HOUSE
 FL1675'IS OCCUPIED BY THE FOREMAN OF THE RANCH ON WHICH THE
 FL1675'STATION IS LOCATED AND THE RANCH IS OWNED BY MR. J.A.
 FL1675'WHITTENBURGER.  KEEP TO THE RIGHT OF THE HOUSE AND FOLLOW
 FL1675'THE BLADED ROAD ALONG THE SOUTH SIDE OF BUGBY CREEK FOR
 FL1675'0.5 MILE TO THE POINT WHERE THE ROAD CROSSES THE CREEK AND
 FL1675'THE AZIMUTH MARK ON THE RIGHT.  CROSS THE CREEK AND FOLLOW
 FL1675'THE TRACK ROAD ALONG THE NORTH SIDE OF THE CREEK FOR 0.8
 FL1675'MILE TO A SMALL CORRAL ON THE RIGHT.  HERE TURN LEFT AND
 FL1675'GO 0.1 MILE TO A DIM TRACK ROAD.  FOLLOW THIS TRACK ROAD
 FL1675'NORTHWEST AND NORTH FOR 1.0 MILE TO A FENCE LINE.  CONTINUE
 FL1675'ON TRACK ROAD FOR 0.3 MILE ALONG THE SOUTH SIDE OF THE
 FL1675'FENCE TO A HIGH POINT ON THE RIDGE AND THE STATION.
 FL1675'
 FL1675'THE STATION MARK, STAMPED MOORE 1951, IS A BRONZE DISK SET
 FL1675'IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS ABOUT
 FL1675'100 YARDS SOUTH OF AN ANGLE IN THE FENCE LINE AND 12 FEET
 FL1675'NORTHWEST OF A WHITE WITNESS POST.
 FL1675'
 FL1675'REFERENCE MARK NO. 1, STAMPED MOORE NO 1 1951, IS A BRONZE
 FL1675'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 FL1675'AND IS AT THE SAME ELEVATION AS THE STATION.
 FL1675'
 FL1675'REFERENCE MARK NO. 2, STAMPED MOORE NO 2 1951, IS A BRONZE
 FL1675'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 FL1675'AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 FL1675'
 FL1675'THE AZIMUTH MARK, STAMPED MOORE 1951, IS A BRONZE DISK SET IN
 FL1675'A SQUARE CONCRETE POST THAT PROJECTS 1 FOOT.  IT IS 35 YARDS
 FL1675'SOUTH OF THE CENTER OF BUGBY CREEK.  4 YARDS EAST OF THE CENTER
 FL1675'OF THE ROAD AND 2 FEET NORTH OF A WHITE WITNESS POST.
 FL1675
 FL1675                          STATION RECOVERY (1952)
 FL1675
 FL1675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FL1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0888 ***********************************************************************
 CU0888  DESIGNATION -  MOORE ET
 CU0888  PID         -  CU0888
 CU0888  STATE/COUNTY-  TX/JONES
 CU0888  USGS QUAD   -  HAMLIN NE (1965)
 CU0888
 CU0888                         *CURRENT SURVEY CONTROL
 CU0888  ___________________________________________________________________
 CU0888* NAD 83(1993)-  32 53 10.09397(N)    100 07 12.63781(W)     ADJUSTED  
 CU0888* NAVD 88     -       578.4    (meters)    1898.     (feet)  VERTCON   
 CU0888  ___________________________________________________________________
 CU0888  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 CU0888  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CU0888
 CU0888  HORZ ORDER  -  THIRD
 CU0888
 CU0888.The horizontal coordinates were established by classical geodetic methods
 CU0888.and adjusted by the National Geodetic Survey in February 1996..
 CU0888
 CU0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0888
 CU0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0888
 CU0888.The geoid height was determined by GEOID03.
 CU0888
 CU0888;                    North         East     Units Scale Factor Converg.
 CU0888;SPC TXNC     - 2,136,395.594   448,419.744   MT  0.99987677   -0 53 01.1
 CU0888;SPC TXNC     - 7,009,157.88  1,471,190.44   sFT  0.99987677   -0 53 01.1
 CU0888;UTM  14      - 3,639,220.406   395,220.752   MT  0.99973537   -0 36 29.8
 CU0888
 CU0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0888!SPC TXNC     -   0.99991371  x   0.99987677  =   0.99979049
 CU0888!UTM  14      -   0.99991371  x   0.99973537  =   0.99964910
 CU0888
 CU0888:                Primary Azimuth Mark                     Grid Az
 CU0888:SPC TXNC     -  MCCAULLEY ET                             207 12 04.7
 CU0888:UTM  14      -  MCCAULLEY ET                             206 55 33.4
 CU0888
 CU0888|---------------------------------------------------------------------|
 CU0888| PID    Reference Object                     Distance      Geod. Az  |
 CU0888|                                                           dddmmss.s |
 CU0888| CU0890 MCCAULLEY ET                        APPROX.16.0 KM 2061903.6 |
 CU0888|---------------------------------------------------------------------|
 CU0888
 CU0888                          SUPERSEDED SURVEY CONTROL
 CU0888
 CU0888  NAD 83(1993)-  32 53 10.09891(N)    100 07 12.63152(W) AD(       ) 3
 CU0888  NAD 83(1986)-  32 53 10.09997(N)    100 07 12.62906(W) AD(       ) 3
 CU0888  NAD 27      -  32 53 09.70182(N)    100 07 11.26829(W) AD(       ) 3
 CU0888  NGVD 29 (07/19/86)  578.2    (m)         1897.     (f) VERT ANG       
 CU0888
 CU0888.Superseded values are not recommended for survey control.
 CU0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0888.See file dsdata.txt to determine how the superseded data were derived.
 CU0888
 CU0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB9522139220(NAD 83)
 CU0888_MARKER: DD = SURVEY DISK
 CU0888_SETTING: 0 = UNSPECIFIED SETTING
 CU0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0888
 CU0888  HISTORY     - Date     Condition        Report By
 CU0888  HISTORY     - 1965     MONUMENTED       USGS
 CU0888
 CU0888                          STATION DESCRIPTION
 CU0888
 CU0888'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CU0888'ON HIGH POINT OF MOORE ELEVATORS AT THE NE. EDGE OF HAMLIN, TEXAS.
 CU0888'STATION MARK IS 14.05 FT. FROM NW. EDGE OF ROOF AND 15.24 FT. FROM
 CU0888'NE. EDGE.
 CU0888'
 CU0888'STATION MARK--STANDARD BRONZE USGS TABLET CEMENTED IN DRILL HOLE IN
 CU0888'CONCRETE ROOF, STAMPED ---MOORE-ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1817 ***********************************************************************
 AH1817  DESIGNATION -  MOORE ET SEC
 AH1817  PID         -  AH1817
 AH1817  STATE/COUNTY-  TX/GONZALES
 AH1817  USGS QUAD   -  NIXON (1987)
 AH1817
 AH1817                         *CURRENT SURVEY CONTROL
 AH1817  ___________________________________________________________________
 AH1817* NAD 83(1993)-  29 20 09.53468(N)    097 49 05.64777(W)     ADJUSTED  
 AH1817* NAVD 88     -       155.5    (meters)     510.     (feet)  VERTCON   
 AH1817  ___________________________________________________________________
 AH1817  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AH1817  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AH1817
 AH1817  HORZ ORDER  -  THIRD
 AH1817
 AH1817.The horizontal coordinates were established by classical geodetic methods
 AH1817.and adjusted by the National Geodetic Survey in July 1998..
 AH1817
 AH1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1817
 AH1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1817
 AH1817.The geoid height was determined by GEOID03.
 AH1817
 AH1817;                    North         East     Units Scale Factor Converg.
 AH1817;SPC TXSC     - 4,167,112.912   714,757.847   MT  0.99986324   +0 34 44.3
 AH1817;SPC TXSC     -13,671,602.95  2,345,001.37   sFT  0.99986324   +0 34 44.3
 AH1817;UTM  14      - 3,245,790.213   614,733.847   MT  0.99976243   +0 34 44.6
 AH1817
 AH1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1817!SPC TXSC     -   0.99997967  x   0.99986324  =   0.99984291
 AH1817!UTM  14      -   0.99997967  x   0.99976243  =   0.99974211
 AH1817
 AH1817                          SUPERSEDED SURVEY CONTROL
 AH1817
 AH1817  NGVD 29 (07/28/98)  155.4    (m)          510.     (f) VERT ANG       
 AH1817
 AH1817.Superseded values are not recommended for survey control.
 AH1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1817.See file dsdata.txt to determine how the superseded data were derived.
 AH1817
 AH1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT1473445790(NAD 83)
 AH1817_MARKER: DS = TRIANGULATION STATION DISK
 AH1817
 AH1817  HISTORY     - Date     Condition        Report By
 AH1817  HISTORY     - 1961     MONUMENTED       USGS
 AH1817
 AH1817                          STATION DESCRIPTION
 AH1817
 AH1817'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH1817'ABOUT 5.7 MI. (AIRLINE) NW. OF NIXON AND 2.0 MI. (AIRLINE) NE. OF
 AH1817'UNION, ON A PROMINENT OPEN TOP ON THE MOORE RANCH.
 AH1817'TO REACH FROM THE UNION VALLEY BAPTIST CHURCH, DRIVE 1.7 MI. NE. ALONG
 AH1817'A DIRT RD. TO A T-RD., TURN RIGHT AND CONTINUE FOR 0.4 MI. TO A SHARP
 AH1817'CREST IN THE RD. AND PICKET GATE ON LEFT, PROCEED THROUGH THE GATE AND
 AH1817'FOLLOW A DIM TRACK RD. FOR 0.1 MI. TO A FLAT TOP AND STATION.
 AH1817'STATION MARK--A STANDARD TABLET STAMPED---MOORE ET 1961---, CEMENTED
 AH1817'ON TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FT. ABOVE GROUND.
 AH1817'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER DRIVEN INTO BLAZED OAK
 AH1817'TREE, 161.12 FT. IN TRUE DIRECTIO 149 DEGREES 32 MINUTES.
 AH1817'REFERENCE MARK NO. 2--DRILL HOLE IN A ROCK OUTCROP, 10.95 FT. IN TRUE
 AH1817'DIRECTION 346 DEGREES 37 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1574 ***********************************************************************
 AE1574  DESIGNATION -  MOORE FIELD WATER TANK
 AE1574  PID         -  AE1574
 AE1574  STATE/COUNTY-  TX/HIDALGO
 AE1574  USGS QUAD   -  MONTE CHRISTO (1980)
 AE1574
 AE1574                         *CURRENT SURVEY CONTROL
 AE1574  ___________________________________________________________________
 AE1574* NAD 83(1993)-  26 23 39.86490(N)    098 19 54.93338(W)     ADJUSTED  
 AE1574* NAVD 88     -                                                        
 AE1574  ___________________________________________________________________
 AE1574  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AE1574  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE1574
 AE1574  HORZ ORDER  -  THIRD
 AE1574
 AE1574.The horizontal coordinates were established by classical geodetic methods
 AE1574.and adjusted by the National Geodetic Survey in February 1996..
 AE1574
 AE1574
 AE1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1574
 AE1574.The geoid height was determined by GEOID03.
 AE1574
 AE1574;                    North         East     Units Scale Factor Converg.
 AE1574;SPC TX S     - 5,080,639.920   316,769.767   MT  0.99995044   +0 04 34.7
 AE1574;SPC TX S     -16,668,732.80  1,039,268.81   sFT  0.99995044   +0 04 34.7
 AE1574;UTM  14      - 2,919,535.813   566,635.375   MT  0.99965482   +0 17 49.2
 AE1574
 AE1574                          SUPERSEDED SURVEY CONTROL
 AE1574
 AE1574  NAD 83(1986)-  26 23 39.86994(N)    098 19 54.89862(W) AD(       ) 4
 AE1574  NAD 27      -  26 23 38.62569(N)    098 19 53.84079(W) AD(       ) 3
 AE1574
 AE1574.Superseded values are not recommended for survey control.
 AE1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1574.See file dsdata.txt to determine how the superseded data were derived.
 AE1574
 AE1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6663519536(NAD 83)
 AE1574_MARKER: 53 = ELEVATED TANK
 AE1574
 AE1574  HISTORY     - Date     Condition        Report By
 AE1574  HISTORY     - 1947     FIRST OBSERVED   CGS
 AE1574
 AE1574                          STATION DESCRIPTION
 AE1574
 AE1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AE1574'STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF EDINBURG
 AE1574'AND 12 MILES NORTH OF MISSION ON MOORE FIELD (FORMERLY U.S.
 AE1574'AIR BASE).  IT IS A CONICAL SHAPED WATER TANK ATOP A FOUR-LEGGED
 AE1574'STEEL STRUCTURE ABOUT 125 FEET HIGH.  IT IS PAINTED ORANGE
 AE1574'AND BLACK WITH A RED LIGHT AT THE APEX OF THE ROOF.  THE
 AE1574'POINT OBSERVED ON WAS THE SMALL BALL AND RED LIGHT AT THE
 AE1574'APEX OF THE ROOF.
 AE1574'
 AE1574'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107
 AE1574'AND FARM HIGHWAY 681 ABOUT 8 MILES WEST OF EDINBURG, GO
 AE1574'WEST ON FARM HIGHWAY 681 FOR 6.8 MILES TO THE ENTRANCE TO
 AE1574'THE FIELD, TURN LEFT AND GO ABOUT 0.4 MILE TO THE STATION
 AE1574'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0723 ***********************************************************************
 DO0723  DESIGNATION -  MOORE RESET
 DO0723  PID         -  DO0723
 DO0723  STATE/COUNTY-  TX/JACK
 DO0723  USGS QUAD   -  JACKSBORO NE (1982)
 DO0723
 DO0723                         *CURRENT SURVEY CONTROL
 DO0723  ___________________________________________________________________
 DO0723* NAD 83(1993)-  33 11 08.18954(N)    098 06 42.76032(W)     ADJUSTED  
 DO0723* NAVD 88     -       383.7    (meters)    1259.     (feet)  VERTCON   
 DO0723  ___________________________________________________________________
 DO0723  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DO0723  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0723
 DO0723  HORZ ORDER  -  FIRST
 DO0723
 DO0723.The horizontal coordinates were established by classical geodetic methods
 DO0723.and adjusted by the National Geodetic Survey in February 1996..
 DO0723
 DO0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0723
 DO0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0723
 DO0723.The geoid height was determined by GEOID03.
 DO0723
 DO0723;                    North         East     Units Scale Factor Converg.
 DO0723;SPC TXNC     - 2,168,502.229   636,190.531   MT  0.99987535   +0 12 42.0
 DO0723;SPC TXNC     - 7,114,494.40  2,087,235.10   sFT  0.99987535   +0 12 42.0
 DO0723;UTM  14      - 3,672,215.028   582,791.861   MT  0.99968451   +0 29 10.1
 DO0723
 DO0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0723!SPC TXNC     -   0.99994417  x   0.99987535  =   0.99981952
 DO0723!UTM  14      -   0.99994417  x   0.99968451  =   0.99962869
 DO0723
 DO0723|---------------------------------------------------------------------|
 DO0723| PID    Reference Object                     Distance      Geod. Az  |
 DO0723|                                                           dddmmss.s |
 DO0723| CX7781 MOORE RM                             86.719 METERS 00542     |
 DO0723| CX7782 MOORE RM 1                           25.720 METERS 06257     |
 DO0723| CX7783 MOORE RM 2                           29.785 METERS 16023     |
 DO0723| DO0727 JACKSBORO FAA MW MAST QWR           APPROX. 8.1 KM 1870343.9 |
 DO0723| DO0733 JACKSBORO SINCLAIR OIL CO MAST      APPROX. 5.3 KM 1962517.4 |
 DO0723| DO0173 A 291 RESET                                        2583235.4 |
 DO0723| DO0734 JACKSBORO RADIO MAST KKN 408        APPROX. 6.0 KM 2983846.1 |
 DO0723| DO0735 JACKSBORO MUNICIPAL S TANK          APPROX. 6.9 KM 3003800.2 |
 DO0723| DO0732 JACKSBORO MUNICIPAL TANK            APPROX. 6.5 KM 3044323.0 |
 DO0723| DO0731 JACKSBORO JAIL CUPOLA               APPROX. 5.5 KM 3095927.2 |
 DO0723|---------------------------------------------------------------------|
 DO0723
 DO0723                          SUPERSEDED SURVEY CONTROL
 DO0723
 DO0723  NAD 83(1993)-  33 11 08.19161(N)    098 06 42.75455(W) AD(       ) 1
 DO0723  NAD 83(1986)-  33 11 08.19264(N)    098 06 42.74589(W) AD(       ) 1
 DO0723  NAD 27      -  33 11 07.78000(N)    098 06 41.59200(W) AD(       ) 1
 DO0723  NGVD 29 (07/19/86)  383.6    (m)         1259.     (f) VERT ANG       
 DO0723
 DO0723.Superseded values are not recommended for survey control.
 DO0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0723.See file dsdata.txt to determine how the superseded data were derived.
 DO0723
 DO0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8279272215(NAD 83)
 DO0723_MARKER: N = NAIL
 DO0723_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO0723_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DO0723
 DO0723  HISTORY     - Date     Condition        Report By
 DO0723  HISTORY     - 1902     MONUMENTED       CGS
 DO0723  HISTORY     - 1935     SEE DESCRIPTION  CGS
 DO0723  HISTORY     - 1937     GOOD             TXHD
 DO0723  HISTORY     - 1940     GOOD             TXGS
 DO0723  HISTORY     - 1949     GOOD             CGS
 DO0723  HISTORY     - 1959     GOOD             USGS
 DO0723  HISTORY     - 1967     GOOD             CGS
 DO0723  HISTORY     - 20010325 GOOD             USPSQD
 DO0723
 DO0723                          STATION DESCRIPTION
 DO0723
 DO0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 DO0723'STATION IS ABOUT 4-1/2 MILES SE OF JACKSBORO, AT THE HIGHEST
 DO0723'POINT OF THE S END OF A WOODED RIDGE RUNNING N AND S ON LAND OF
 DO0723'H.H. COBB, OF FORT WORTH, AND ABOUT 1/2 MILE N OF COBBS HOUSE.
 DO0723'SURFACE MARK IS NAIL IN TERRA-COTTA PIPE 4 INCHES IN DIAMETER
 DO0723'AND 2 FEET LONG, FILLED WITH CONCRETE AND SET IN A BLOCK OR
 DO0723'CYLINDER OF CONCRETE 18 INCHES IN DIAMETER.
 DO0723'
 DO0723'UNDERGROUND MARK IS SIMILAR TO SURFACE MARK, EXCEPT DIAMETER OF
 DO0723'CONCRETE BLOCK IS 1 FOOT AND MARK IS 2 FEET BELOW SURFACE OF
 DO0723'GROUND.  REFERENCE MARK IS ALSO OF SAME GENERAL TYPE AS SURFACE
 DO0723'MARK, EXCEPT BLOCK OF CONCRETE IS 1 FOOT IN DIAMETER TO SURFACE
 DO0723'AND IS IN A CLEARING IN THE WOODS N OF THE STATION, 86.719
 DO0723'METERS (284.51 FEET) FROM THE STATION N 5 DEG 42 MIN E.
 DO0723'ELEVATION OF STATION, 383.6 METERS (1,259 FEET).
 DO0723
 DO0723                          STATION RECOVERY (1935)
 DO0723
 DO0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DO0723'STATION IS ABOUT 4-1/2 MILES SE OF JACKSBORO, ON FARM NOW OWNED
 DO0723'AND OCCUPIED BY J.N. RAMSEY, ABOUT 0.9 MILE SSW OF HIS HOUSE,
 DO0723'ON HIGHEST POINT OF A PROMINENT, N-S, WOODED (SCRUB OAK) RIDGE,
 DO0723'AT N EDGE OF A SMALL GLADE, ABOUT 0.15 MILE N OF S END OF
 DO0723'RIDGE, 32 FEET N OF A TRIANGULAR-BLAZED, 12-INCH SCRUB OAK TREE,
 DO0723'25 FEET SE OF A 10-INCH SCRUB OAK TREE, 23 FEET SW OF AN
 DO0723'INCLINED, 8-INCH SCRUB OAK TREE.
 DO0723'
 DO0723'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  IT
 DO0723'IS 3 FEET BELOW THE SURFACE, AND CONSISTS OF A NAIL SET
 DO0723'IN CONCRETE IN THE CENTER OF A TERRA-COTTA PIPE WHICH IS
 DO0723'ALSO EMBEDDED IN A BLOCK OF CONCRETE.
 DO0723'
 DO0723'A NEW SURFACE MARK WAS ESTABLISHED.  IT IS A STANDARD BRONZE
 DO0723'DISK SET IN THE TOP OF A SQUARE BLOCK OR POST OF CONCRETE AND
 DO0723'PROJECTS 5 INCHES.
 DO0723'
 DO0723'ON ACCOUNT OF THE RIDGE BEING SO HEAVILY WOODED, IT WAS
 DO0723'IMPOSSIBLE TO SET AN AZIMUTH MARK AT A SUITABLE DISTANCE FROM
 DO0723'THE STATION.  THEREFORE, NONE WAS SET.
 DO0723'
 DO0723'R.M. NO. 1 (1935) IS ENE OF STATION, AT E EDGE OF GLADE, 15
 DO0723'FEET E OF AN 8-INCH SCRUB OAK TREE, 19 FEET NNW OF A 10-INCH
 DO0723'SCRUB OAK TREE THAT STANDS BETWEEN TWO SLIGHTLY SMALLER ONES,
 DO0723'WHICH ARE ABOUT 3 FEET E AND W RESPECTIVELY FROM THE 10-INCH
 DO0723'ONE.  IT PROJECTS 4 INCHES.
 DO0723'
 DO0723'R.M. NO. 2 (1935) IS SSE OF STATION, IN THE APPROXIMATE CENTER
 DO0723'OF THE GLADE, 41 FEET E OF A 10-INCH SCRUB OAK TREE, 51 FEET
 DO0723'W OF A 12-INCH SCRUB OAK TREE, 137.11 FEET SSW OF R.M. NO. 1.
 DO0723'IT PROJECTS 4 INCHES.
 DO0723'
 DO0723'THE OLD REFERENCE MARK HAS BEEN DESTROYED.
 DO0723'
 DO0723'TO REACH FROM THE SE CORNER OF THE COURTHOUSE SQUARE IN
 DO0723'JACKSBORO, GO E ON STATE HIGHWAY 24, 0.25 MILE TO WHERE IT
 DO0723'TURNS N.  THENCE CONTINUE E AND SE ON DIRT ROAD 2.9 MILES TO A
 DO0723'FORK.  TAKE RIGHT FORK AND GO SE 0.3 MILE TO A WHITE HOUSE
 DO0723'ON SW SIDE ROAD.  THENCE S THROUGH GATE, PAST MR. RAMSEYS HOUSE
 DO0723'FOR 0.2 MILE TO HIS BARN.  TAKE RIGHT FORK (DIM ROAD) AND GO
 DO0723'S 0.15 MILE TO A GATE.  PASS THROUGH GATE AND FOLLOW DIM ROAD
 DO0723'S AND SE 0.65 MILE.  THEN LEAVE DIM ROAD, AND GO WSW UP SIDE
 DO0723'OF RIDGE FOR 0.25 MILE TO THE GLADE AND STATION.
 DO0723'
 DO0723'ALL LIGHTS COME INTO VIEW 25 FEET ABOVE GROUND.
 DO0723
 DO0723                          STATION RECOVERY (1937)
 DO0723
 DO0723'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0723'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN
 DO0723'GOOD CONDITION.
 DO0723
 DO0723                          STATION RECOVERY (1940)
 DO0723
 DO0723'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0723'ORIGINAL DESCRIPTION NOT VERY DEFINITE.  BUT STATION RECOVERED
 DO0723'BY AID OF AZIMUTH FROM JACKSBORO MAGNETIC.
 DO0723
 DO0723                          STATION RECOVERY (1949)
 DO0723
 DO0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DO0723'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DO0723'DESCRIBED BY C.A.S., 1935.
 DO0723
 DO0723                          STATION RECOVERY (1959)
 DO0723
 DO0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DO0723'STATION MARK--STANDARD USC AND GS DISK IN CONCRETE POST PROJECTING
 DO0723'0.5 FT., STAMPED ---MOORE 1902 1935---.
 DO0723
 DO0723                          STATION RECOVERY (1967)
 DO0723
 DO0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0723'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD
 DO0723'CONDITION.  PROPERTY ON WHICH THE STATION IS ESTABLISHED IS NOW
 DO0723'OWNED BY A MR. HENRY HURD OF JACKSBORO, TEXAS.
 DO0723'
 DO0723'DIRECTION AND DISTANCE TO THE MARKS CHECKED THE 1935 DATA
 DO0723'ADEQUATELY.
 DO0723'
 DO0723'STATION MARK DISK IS STAMPED MOORE 1935 1902 AND THE SURFACE
 DO0723'DISK PROJECTS ABOUT 4 INCHES.  MARK IS 3.7 FEET
 DO0723'SOUTH OF A METAL WITNESS POST.
 DO0723'
 DO0723'REFERENCE MARK NUMBER 1 DISK IS STAMPED MOORE 1935 NO 1 AND THE
 DO0723'MARK PROJECTS ABOUT 5 INCHES.
 DO0723'
 DO0723'REFERENCE MARK NUMBER 2 DISK IS STAMPED MOORE 1935 NO 2 AND THE
 DO0723'MARK PROJECTS ABOUT 5 INCHES.
 DO0723'
 DO0723'BENCH MARK IS A STANDARD BENCH MARK DISK, STAMPED A 291 RESET
 DO0723'1950 AND THE MARK PROJECTS ABOUT 3 INCHES.  MARK IS 259 FEET
 DO0723'SOUTHWEST OF THE APPROXIMATE CENTER OF THE SOUTH BOUND LANE OF
 DO0723'NEW U.S. HIGHWAY 281, 203 FEET SOUTHWEST OF A FENCELINE, 63-1/2
 DO0723'FEET NORTHEAST OF THE APPROXIMATE CENTER OF OLD U.S. HIGHWAY 281,
 DO0723'2.2 FEET NORTHEAST OF A FENCELINE AND 14.0 FEET SOUTHEAST OF A
 DO0723'T-FENCELINE POST.
 DO0723'
 DO0723'STATION IS REACHED FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 DO0723'SQUARE, JUNCTION OF U.S. HIGHWAY 281, STATE HIGHWAYS 199 AND 24
 DO0723'IN JACKSBORO.  GO SOUTHEAST ON HIGHWAY 281 FOR 2.55 MILE TO THE
 DO0723'JUNCTION WITH COUNTY ROUTE 1156 ON LEFT.  (BENCH MARK A 291 IS
 DO0723'REACHED FROM THIS POINT.  CONTINUE SOUTHEAST ON HIGHWAY 281 FOR
 DO0723'0.7 MILE.  MARK IS 259 FEET SOUTHWEST OF THIS POINT, INSIDE A
 DO0723'PASTURE, BETWEEN NEW HIGHWAY 281 AND OLD HIGHWAY 281.) TURN
 DO0723'LEFT AND GO EAST ON COUNTY ROUTE 1156 FOR 1.75 MILES TO A ROAD
 DO0723'ON LEFT AND A WIRE GATE WHICH IS LOCKED ON THE RIGHT.  TURN
 DO0723'RIGHT, PASS THROUGH THE GATE AND GO SOUTH ON A FARM ROAD FOR
 DO0723'0.2 MILE TO A METAL GATE AT FARM BUILDINGS.  PASS THROUGH THE
 DO0723'GATE, KEEP THE RIGHT FORK AND CONTINUE ON THE TRACK ROAD
 DO0723'SOUTHWESTERLY FOR 0.2 MILE TO A METAL GATE.  PASS THROUGH THE
 DO0723'GATE AND CONTINUE ON TRACK ROAD WESTERLY FOR 0.25 MILE TO A
 DO0723'WINDMILL ON RIGHT, KEEP LEFT AND CONTINUE ON TRACK ROAD
 DO0723'SOUTHERLY FOR 0.6 MILE TO A POINT WHERE THE ROAD CURVES
 DO0723'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE.  THENCE RIGHT
 DO0723'AND GO NORTHWESTERLY, UP A ROUGH AND ROCKY SLOPE FOR ABOUT 0.15
 DO0723'MILE TO THE STATION AS DESCRIBED.
 DO0723'
 DO0723'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 DO0723
 DO0723                          STATION RECOVERY (2001)
 DO0723
 DO0723'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0724 ***********************************************************************
 DO0724  DESIGNATION -  MOORE RM A 1967
 DO0724  PID         -  DO0724
 DO0724  STATE/COUNTY-  TX/JACK
 DO0724  USGS QUAD   -  JACKSBORO NE (1982)
 DO0724
 DO0724                         *CURRENT SURVEY CONTROL
 DO0724  ___________________________________________________________________
 DO0724* NAD 83(1993)-  33 11 07.96581(N)    098 06 43.82534(W)     ADJUSTED  
 DO0724* NAVD 88     -       384.1    (meters)    1260.     (feet)  VERTCON   
 DO0724  ___________________________________________________________________
 DO0724  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DO0724  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0724
 DO0724  HORZ ORDER  -  FIRST
 DO0724
 DO0724.The horizontal coordinates were established by classical geodetic methods
 DO0724.and adjusted by the National Geodetic Survey in February 1996..
 DO0724
 DO0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0724
 DO0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0724
 DO0724.The geoid height was determined by GEOID03.
 DO0724
 DO0724;                    North         East     Units Scale Factor Converg.
 DO0724;SPC TXNC     - 2,168,495.236   636,162.971   MT  0.99987534   +0 12 41.5
 DO0724;SPC TXNC     - 7,114,471.45  2,087,144.68   sFT  0.99987534   +0 12 41.5
 DO0724;UTM  14      - 3,672,207.904   582,764.340   MT  0.99968445   +0 29 09.5
 DO0724
 DO0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0724!SPC TXNC     -   0.99994410  x   0.99987534  =   0.99981945
 DO0724!UTM  14      -   0.99994410  x   0.99968445  =   0.99962857
 DO0724
 DO0724:                Primary Azimuth Mark                     Grid Az
 DO0724:SPC TXNC     -  SWINEY                                   003 57 47.7
 DO0724:UTM  14      -  SWINEY                                   003 41 19.7
 DO0724
 DO0724|---------------------------------------------------------------------|
 DO0724| PID    Reference Object                     Distance      Geod. Az  |
 DO0724|                                                           dddmmss.s |
 DO0724| DO0718 SWINEY                              APPROX.15.3 KM 0041029.2 |
 DO0724| DO0723 MOORE RESET                          28.437 METERS 07558     |
 DO0724| DO0727 JACKSBORO FAA MW MAST QWR           APPROX. 8.1 KM 1865228.9 |
 DO0724| DO0733 JACKSBORO SINCLAIR OIL CO MAST      APPROX. 5.3 KM 1960917.0 |
 DO0724| DO0734 JACKSBORO RADIO MAST KKN 408        APPROX. 6.0 KM 2984952.1 |
 DO0724| DO0735 JACKSBORO MUNICIPAL S TANK          APPROX. 6.8 KM 3004801.6 |
 DO0724| DO0732 JACKSBORO MUNICIPAL TANK            APPROX. 6.5 KM 3045443.9 |
 DO0724|---------------------------------------------------------------------|
 DO0724
 DO0724                          SUPERSEDED SURVEY CONTROL
 DO0724
 DO0724  NAD 83(1993)-  33 11 07.96787(N)    098 06 43.81957(W) AD(       ) 1
 DO0724  NAD 83(1986)-  33 11 07.96889(N)    098 06 43.81095(W) AD(       ) 1
 DO0724  NAD 27      -  33 11 07.55626(N)    098 06 42.65699(W) AD(       ) 1
 DO0724  NGVD 29 (07/19/86)  384.0    (m)         1260.     (f) VERT ANG       
 DO0724
 DO0724.Superseded values are not recommended for survey control.
 DO0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0724.See file dsdata.txt to determine how the superseded data were derived.
 DO0724
 DO0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8276472208(NAD 83)
 DO0724_MARKER: DS = TRIANGULATION STATION DISK
 DO0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0724+STABILITY: SURFACE MOTION
 DO0724
 DO0724  HISTORY     - Date     Condition        Report By
 DO0724  HISTORY     - 1967     MONUMENTED       CGS
 DO0724  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0724
 DO0724                          STATION DESCRIPTION
 DO0724
 DO0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0724'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 DO0724'AS TRIANGULATION STATION MOORE 1902 1935.
 DO0724'
 DO0724'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK
 DO0724'DISK.  THE DISK IS SET IN THE TOP OF A 12 INCH
 DO0724'CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH WITH THE SURFACE
 DO0724'OF THE GROUND.  THE DISK IS STAMPED MOORE RM A 1967.  THE MARK
 DO0724'IS 33 FEET EAST OF A 10 INCH OAK TREE.
 DO0724'
 DO0724'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MOORE
 DO0724'1902 1935, DISTANCE BEING 28.437 METERS OR 93.30 FEET.
 DO0724
 DO0724                          STATION RECOVERY (2001)
 DO0724
 DO0724'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0825 ***********************************************************************
 CC0825  DESIGNATION -  MOOREHEAD
 CC0825  PID         -  CC0825
 CC0825  STATE/COUNTY-  TX/LOVING
 CC0825  USGS QUAD   -  MENTONE (1981)
 CC0825
 CC0825                         *CURRENT SURVEY CONTROL
 CC0825  ___________________________________________________________________
 CC0825* NAD 83(1993)-  31 43 20.71811(N)    103 31 32.20556(W)     ADJUSTED  
 CC0825* NAVD 88     -       865.1    (meters)    2838.     (feet)  VERTCON   
 CC0825  ___________________________________________________________________
 CC0825  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 CC0825  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CC0825
 CC0825  HORZ ORDER  -  SECOND
 CC0825
 CC0825.The horizontal coordinates were established by classical geodetic methods
 CC0825.and adjusted by the National Geodetic Survey in February 1996..
 CC0825
 CC0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0825
 CC0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0825
 CC0825.The geoid height was determined by GEOID03.
 CC0825
 CC0825;                    North         East     Units Scale Factor Converg.
 CC0825;SPC TX C     - 3,232,238.948   397,499.677   MT  0.99996074   -1 38 39.2
 CC0825;SPC TX C     -10,604,437.28  1,304,130.19   sFT  0.99996074   -1 38 39.2
 CC0825;UTM  13      - 3,510,614.062   639,688.630   MT  0.99984066   +0 46 31.3
 CC0825
 CC0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0825!SPC TX C     -   0.99986815  x   0.99996074  =   0.99982890
 CC0825!UTM  13      -   0.99986815  x   0.99984066  =   0.99970883
 CC0825
 CC0825|---------------------------------------------------------------------|
 CC0825| PID    Reference Object                     Distance      Geod. Az  |
 CC0825|                                                           dddmmss.s |
 CC0825| CH9103 MOOREHEAD RM 1                       15.733 METERS 01350     |
 CC0825| CC0790 MILL                                APPROX.12.5 KM 0985608.1 |
 CC0825| CH9104 MOOREHEAD RM 2                       26.775 METERS 10855     |
 CC0825|---------------------------------------------------------------------|
 CC0825
 CC0825                          SUPERSEDED SURVEY CONTROL
 CC0825
 CC0825  NAD 83(1993)-  31 43 20.71933(N)    103 31 32.20222(W) AD(       ) 2
 CC0825  NAD 83(1986)-  31 43 20.71933(N)    103 31 32.20209(W) AD(       ) 2
 CC0825  NAD 27      -  31 43 20.25575(N)    103 31 30.55945(W) AD(       ) 2
 CC0825  NGVD 29 (07/19/86)  864.7    (m)         2837.     (f) VERT ANG       
 CC0825
 CC0825.Superseded values are not recommended for survey control.
 CC0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0825.See file dsdata.txt to determine how the superseded data were derived.
 CC0825
 CC0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR3968910614(NAD 83)
 CC0825_MARKER: DD = SURVEY DISK
 CC0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0825
 CC0825  HISTORY     - Date     Condition        Report By
 CC0825  HISTORY     - 1968     MONUMENTED       USGS
 CC0825
 CC0825                          STATION DESCRIPTION
 CC0825
 CC0825'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JTD)
 CC0825'THE STATION IS LOCATED SOUTH 69 DEG WEST ABOUT 27 MILES AIRLINE
 CC0825'FROM KERMIT, NORTH 5 DEG WEST ABOUT 20 MILES AIRLINE FROM PECOS.
 CC0825'88 FEET WEST-NORTHWEST OF A FENCE CORNER.  6.5 FEET WEST-NORTHWEST
 CC0825'OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 CC0825'
 CC0825'TO REACH THE STATION FROM THE COURTHOUSE IN MENTONE, GO NORTHEAST
 CC0825'ON STATE HIGHWAY 302 FOR 2.8 MILES TO A TRACK ROAD SOUTHEAST.
 CC0825'PROCEED SOUTHEAST ON TRACK ROAD FOR 0.15 MILE TO ROAD FORK, THEN
 CC0825'LEFT FOR 0.1 MILE TO FORK, THEN LEFT FOR 0.9 MILE TO ROAD FORK,
 CC0825'THEN RIGHT FOR 1.5 MILE TO A GATE.  TAKE DIM TRACK ROAD SOUTH
 CC0825'ALONG WEST SIDE OF FENCE FOR 0.15 MILE TO FENCE CORNER AND
 CC0825'STATION SITE.
 CC0825'
 CC0825'STATION MARK--A USGS ALUMINUM TABLET SET IN A CONCRETE POST THAT
 CC0825'PROJECTS 0.5 FOOT ABOVE GROUND.  THE TABLET IS STAMPED MOOREHEAD
 CC0825'ET 1960-1969.
 CC0825'
 CC0825'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CC0825'TO A COPPER COATED STEEL ROD 2.0 FEET LONG, CEMENTED IN A DRILL
 CC0825'HOLE IN BEDROCK.  CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 CC0825'DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS
 CC0825'SET FLUSH WITH THE GROUND AND STAMPED MOOREHEAD ET 1960 1969
 CC0825'NO. 1.
 CC0825'
 CC0825'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CC0825'TO A COPPER COATED STEEL ROD 2.5 FEET LONG, CEMENTED IN A DRILL
 CC0825'HOLE IN BEDROCK.  CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 CC0825'DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS
 CC0825'SET FLUSH WITH THE GROUND AND STAMPED MOOREHEAD ET 1960-69
 CC0825'NO. 2.
 CC0825'
 CC0825'STATION MILL ET 1969 IS VISIBLE FROM THE GROUND AT THIS STATION
 CC0825'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2274 ***********************************************************************
 BL2274  DESIGNATION -  MOORES GROVE USFS LOT
 BL2274  PID         -  BL2274
 BL2274  STATE/COUNTY-  TX/WALKER
 BL2274  USGS QUAD   -  MOORE GROVE (1997)
 BL2274
 BL2274                         *CURRENT SURVEY CONTROL
 BL2274  ___________________________________________________________________
 BL2274* NAD 83(1993)-  30 32 35.61230(N)    095 33 27.36174(W)     ADJUSTED  
 BL2274* NAVD 88     -                                                        
 BL2274  ___________________________________________________________________
 BL2274  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BL2274  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL2274
 BL2274  HORZ ORDER  -  THIRD
 BL2274
 BL2274.The horizontal coordinates were established by classical geodetic methods
 BL2274.and adjusted by the National Geodetic Survey in February 1996..
 BL2274
 BL2274
 BL2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2274
 BL2274.The geoid height was determined by GEOID03.
 BL2274
 BL2274;                    North         East     Units Scale Factor Converg.
 BL2274;SPC TX C     - 3,107,006.049 1,158,081.992   MT  0.99991350   +2 27 35.2
 BL2274;SPC TX C     -10,193,569.01  3,799,474.00   sFT  0.99991350   +2 27 35.2
 BL2274;UTM  15      - 3,381,765.776   254,640.214   MT  1.00034273   -1 18 01.4
 BL2274
 BL2274                          SUPERSEDED SURVEY CONTROL
 BL2274
 BL2274  NAD 83(1986)-  30 32 35.62456(N)    095 33 27.34598(W) AD(       ) 4
 BL2274  NAD 27      -  30 32 34.90200(N)    095 33 26.55900(W) AD(       ) 3
 BL2274
 BL2274.Superseded values are not recommended for survey control.
 BL2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2274.See file dsdata.txt to determine how the superseded data were derived.
 BL2274
 BL2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5464081766(NAD 83)
 BL2274_MARKER: 57 = LOOKOUT TOWER
 BL2274
 BL2274  HISTORY     - Date     Condition        Report By
 BL2274  HISTORY     - 1942     FIRST OBSERVED   USFS
 BL2274  HISTORY     - 1952     GOOD             CGS
 BL2274  HISTORY     - 1967     GOOD             CGS
 BL2274  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL2274
 BL2274                          STATION DESCRIPTION
 BL2274
 BL2274'DESCRIBED BY US FOREST SERVICE 1942 (FBQ)
 BL2274'THIS INTERSECTION STATION IS IN DISTRICT 8 OF SAM HOUSTON
 BL2274'NATIONAL FOREST, ABOUT 4.6 MILES W OF NEW WAVERLY AND 1.3
 BL2274'MILES BY FOREST SERVICE ROAD NE OF THE NEW WAVERLY-RICHARDS
 BL2274'ROAD (GRADED DIRT).  THE TOWER IS OF GALVANIZED-STEEL
 BL2274'CONSTRUCTION, WITH ENCLOSED CROWS NEST AT THE TOP AND IS ABOUT 110
 BL2274'FEET HIGH.  POINT LOCATED WAS THE APEX OF THE PYRAMIDAL
 BL2274'ROOF.
 BL2274
 BL2274                          STATION RECOVERY (1952)
 BL2274
 BL2274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2274'THE STATION IS LOCATED IN THE SAM HOUSTON NATIONAL FOREST
 BL2274'ABOUT 4.25 MILES WEST OF NEW WAVERLY, ABOUT 50 FEET WEST
 BL2274'OF A BEND OF A WOODS ROAD AND ABOUT IN THE CENTER OF A CIRCULAR
 BL2274'ROAD AROUND THE TOWER.  IT IS A FOUR LEGGED STEEL STRUCTURE
 BL2274'SUPPORTING A STEEL CAB ABOUT 7 FEET SQUARE AND 8 FEET HIGH
 BL2274'WITH A FOUR SIDED ROOF WHICH COMES TO A POINT AT THE TOP.
 BL2274'THE OVERALL HEIGHT IS ABOUT 110 FEET.
 BL2274'
 BL2274'THE APEX OF THE ROOF IS THE POINT OBSERVED UPON.
 BL2274'
 BL2274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 BL2274'75 AND STATE HIGHWAY 150 AT THE EAST SIDE OF NEW WAVERLY GO
 BL2274'WEST ON GRAVELED ROAD FOR 4.2 MILES CROSSING GUM CREEK, TO
 BL2274'A WOODS ROAD TO THE RIGHT ON TOP OF A HILL, TURN RIGHT AND GO
 BL2274'NORTH FOR 1.1 MILES TO STATION ON THE LEFT AS DESCRIBED.
 BL2274
 BL2274                          STATION RECOVERY (1967)
 BL2274
 BL2274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2274'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN 1952.
 BL2274
 BL2274                          STATION RECOVERY (1996)
 BL2274
 BL2274'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1405 ***********************************************************************
 GL1405  DESIGNATION -  MORAN
 GL1405  PID         -  GL1405
 GL1405  STATE/COUNTY-  TX/DALLAM
 GL1405  USGS QUAD   -  PERICO (1973)
 GL1405
 GL1405                         *CURRENT SURVEY CONTROL
 GL1405  ___________________________________________________________________
 GL1405* NAD 83(1993)-  36 15 09.44497(N)    102 48 24.77540(W)     ADJUSTED  
 GL1405* NAVD 88     -      1335.7    (meters)    4382.     (feet)  VERTCON   
 GL1405  ___________________________________________________________________
 GL1405  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 GL1405  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 GL1405
 GL1405  HORZ ORDER  -  FIRST
 GL1405
 GL1405.The horizontal coordinates were established by classical geodetic methods
 GL1405.and adjusted by the National Geodetic Survey in February 1996..
 GL1405
 GL1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1405
 GL1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1405
 GL1405.The geoid height was determined by GEOID03.
 GL1405
 GL1405;                    North         East     Units Scale Factor Converg.
 GL1405;SPC TX N     - 1,250,685.914    82,545.088   MT  1.00001690   -0 45 26.6
 GL1405;SPC TX N     - 4,103,292.04    270,816.68   sFT  1.00001690   -0 45 26.6
 GL1405;UTM  13      - 4,014,199.364   697,042.769   MT  1.00007840   +1 17 50.3
 GL1405
 GL1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1405!SPC TX N     -   0.99979412  x   1.00001690  =   0.99981102
 GL1405!UTM  13      -   0.99979412  x   1.00007840  =   0.99987250
 GL1405
 GL1405:                Primary Azimuth Mark                     Grid Az
 GL1405:SPC TX N     -  MORAN AZ MK                              019 35 17.8
 GL1405:UTM  13      -  MORAN AZ MK                              017 32 00.9
 GL1405
 GL1405|---------------------------------------------------------------------|
 GL1405| PID    Reference Object                     Distance      Geod. Az  |
 GL1405|                                                           dddmmss.s |
 GL1405| CM9574 MORAN AZ MK                                        0184951.2 |
 GL1405| GL1399 WHARTON                             APPROX. 9.4 KM 1850257.0 |
 GL1405| CM9575 MORAN RM 1                           32.440 METERS 20701     |
 GL1405| GL1455 TEXLINE W TEX UTIL CO WATER TK      APPROX.23.7 KM 3050441.3 |
 GL1405| GL1459 TEXLINE SCHOOL STACK                APPROX.23.4 KM 3060151.0 |
 GL1405| CM9576 MORAN RM 2                           29.232 METERS 30900     |
 GL1405|---------------------------------------------------------------------|
 GL1405
 GL1405                          SUPERSEDED SURVEY CONTROL
 GL1405
 GL1405  NAD 83(1993)-  36 15 09.44475(N)    102 48 24.77553(W) AD(       ) 1
 GL1405  NAD 83(1993)-  36 15 09.45179(N)    102 48 24.77000(W) AD(       ) 1
 GL1405  NAD 83(1986)-  36 15 09.45534(N)    102 48 24.76868(W) AD(       ) 1
 GL1405  NAD 27      -  36 15 09.34800(N)    102 48 23.05100(W) AD(       ) 1
 GL1405  NGVD 29 (07/19/86) 1335.1    (m)         4380.     (f) VERT ANG       
 GL1405
 GL1405.Superseded values are not recommended for survey control.
 GL1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1405.See file dsdata.txt to determine how the superseded data were derived.
 GL1405
 GL1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9704314199(NAD 83)
 GL1405_MARKER: DS = TRIANGULATION STATION DISK
 GL1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1405
 GL1405  HISTORY     - Date     Condition        Report By
 GL1405  HISTORY     - 1934     MONUMENTED       CGS
 GL1405  HISTORY     - 1970     GOOD             USGS
 GL1405
 GL1405                          STATION DESCRIPTION
 GL1405
 GL1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1405'THE STATION IS LOCATED ABOUT 6-1/2 MILES NW OF WARE AND 4 MILES
 GL1405'SE OF PERICO AND IS ON A HIGH AND PROMINENT SAND DUNE, ON LAND
 GL1405'OWNED BY A MR. MORAN, WHO LIVES ABOUT 1/2 MILE SW OF THE
 GL1405'STATION.
 GL1405'
 GL1405'THE STATION MARK PROJECTS 3 INCHES AND IS ON THE E END OF THE
 GL1405'HIGHEST SAND HILL IN THE VICINITY, 50 FEET W OF THE W EDGE OF
 GL1405'A LARGE BLOW-OUT ON THE E END OF THE HILL.  THE MARK IS 1/2 MILE
 GL1405'NE OF U.S. HIGHWAY 385 AND THE C.B. AND Q. RAILROAD AND 0.4
 GL1405'MILE SSW OF THE CONCRETE RANCH BUILDINGS OWNED BY H.B. MORTON.
 GL1405'
 GL1405'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GL1405'BRONZE DISKS SET IN CONCRETE.
 GL1405'
 GL1405'REFERENCE MARK NO. 1 IS SSW AND NO. 2 IS NW OF THE STATION.
 GL1405'BOTH MARKS PROJECT 4 INCHES.
 GL1405'
 GL1405'AZIMUTH MARK IS NNE OF THE STATION AND PROJECTS 4 INCHES.  IT
 GL1405'IS 1-1/2 FEET W OF A N-S FENCE, 72 FEET S OF A T-FENCE CORNER,
 GL1405'AND 78 FEET SSW OF THE WELL AND WINDMILL AT THE MORTON RANCH.
 GL1405'
 GL1405'TO REACH THE STATION FROM WARE GROCERY STORE IN WARE, GO NW
 GL1405'ON U.S. HIGHWAY 385, 2.55 MILES TO A GRADED ROAD ON THE RIGHT.
 GL1405'CONTINUE NW 3.35 MILES TO A SMALL CULVERT ON THE HIGHWAY.
 GL1405'CONTINUE ON HIGHWAY 385, 0.15 MILE TO A DIM TRACK ROAD ON THE
 GL1405'RIGHT.  HERE LEAVE HIGHWAY, TURN HALF RIGHT, PASS THROUGH GATE
 GL1405'IN RIGHT-OF-WAY FENCE AND GO N ON TRACK ROAD ALONG THE E SIDE
 GL1405'OF A N-S FENCE, 0.2 MILE TO A POINT WHERE A TELEPHONE LINE
 GL1405'CROSSES THE ROAD.  CONTINUE N 0.5 MILE TO TWO GATE POSTS IN AN
 GL1405'ALMOST DESTROYED E-W FENCE.  CONTINUE N 0.4 MILE TO A GATE
 GL1405'IN THE N-S FENCE, AT A POINT JUST S OF THE WINDMILL AT THE
 GL1405'MORTON RANCH.  (AZIMUTH MARK IS AT THIS POINT).  HERE TURN
 GL1405'LEFT, PASS THROUGH GATE, TURN LEFT AND GO SSW ACROSS COUNTRY
 GL1405'0.4 MILE TO E END OF HILL AND STATION.
 GL1405'
 GL1405'A 15-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 GL1405
 GL1405                          STATION RECOVERY (1970)
 GL1405
 GL1405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (FJG)
 GL1405'THE STATION IS LOCATED SOUTH 55 DEG EAST ABOUT 15.0 MILES
 GL1405'AIRLINE FROM TEXLINE, TEXAS.  NORTH 50 DEG WEST ABOUT 20.0
 GL1405'MILES AIRLINE FROM DALHART, TEXAS, ON THE HIGHEST GROUND IN
 GL1405'THE VICINITY ON LAND OWNED BY MR. J.D. STEWART, DALHART, TEXAS.
 GL1405'
 GL1405'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 87
 GL1405'AND FARM ROAD 296 IN TEXLINE, TEXAS, PROCEED SOUTHEAST ON
 GL1405'U.S. HIGHWAY 87 FOR 16.1 MILES TO A TRACK ROAD AND GATE ON THE
 GL1405'LEFT.  TURN LEFT (NORTH) FOR 0.3 MILE TO A GATE ON THE EAST
 GL1405'END OF A FENCED LANE JUST SOUTH OF A WINDMILL.  PASS THROUGH
 GL1405'LANE (.05 MILE) TO A ROAD FORK.  TAKE RIGHT FORK, MAIN
 GL1405'TRAVELED TRACK ROAD FOR 1.8 MILES TO THE AZIMUTH MARK AND A
 GL1405'WINDMILL.  STATION IS ON THE HIGH GROUND APPROXIMATELY 0.4
 GL1405'MILE SOUTHWEST.
 GL1405'
 GL1405'STATION MARK IS A USC AND GS BRONZE DISK SET IN A CONCRETE
 GL1405'POST.  ORIGINAL SURFACE MARK STAMPED MORAN 1934 WAS RESET
 GL1405'1.9 FEET BELOW GROUND LEVEL AND STAMPED 1970.
 GL1405'
 GL1405'REFERENCE MARK NO. 1 IS A USC AND GS BRONZE REFERENCE DISK
 GL1405'SET IN A CONCRETE POST, FLUSH WITH THE GROUND, AND STAMPED
 GL1405'MORAN 1 1934.
 GL1405'
 GL1405'REFERENCE MARK NO. 2 IS A USC AND GS BRONZE DISK SET IN A
 GL1405'CONCRETE POST FLUSH WITH THE GROUND, AND STAMPED MORAN 2 1934.
 GL1405'
 GL1405'STATION WHARTON 1934 USC AND GS IS VISIBLE FROM THE GROUND
 GL1405'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 GL1405'
 GL1405'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1053 ***********************************************************************
 CT1053  DESIGNATION -  MORAN MUNICIPAL TANK
 CT1053  PID         -  CT1053
 CT1053  STATE/COUNTY-  TX/SHACKELFORD
 CT1053  USGS QUAD   -  MORAN (1965)
 CT1053
 CT1053                         *CURRENT SURVEY CONTROL
 CT1053  ___________________________________________________________________
 CT1053* NAD 83(1993)-  32 32 49.51698(N)    099 10 12.94153(W)     ADJUSTED  
 CT1053* NAVD 88     -                                                        
 CT1053  ___________________________________________________________________
 CT1053  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CT1053  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CT1053
 CT1053  HORZ ORDER  -  THIRD
 CT1053
 CT1053.The horizontal coordinates were established by classical geodetic methods
 CT1053.and adjusted by the National Geodetic Survey in February 1996..
 CT1053
 CT1053
 CT1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1053
 CT1053.The geoid height was determined by GEOID03.
 CT1053
 CT1053;                    North         East     Units Scale Factor Converg.
 CT1053;SPC TXNC     - 2,097,831.263   537,049.857   MT  0.99991113   -0 21 56.0
 CT1053;SPC TXNC     - 6,882,634.74  1,761,971.07   sFT  0.99991113   -0 21 56.0
 CT1053;UTM  14      - 3,601,091.680   484,014.102   MT  0.99960315   -0 05 29.8
 CT1053
 CT1053                          SUPERSEDED SURVEY CONTROL
 CT1053
 CT1053  NAD 83(1986)-  32 32 49.52216(N)    099 10 12.93160(W) AD(       ) 4
 CT1053  NAD 27      -  32 32 49.07800(N)    099 10 11.65600(W) AD(       ) 3
 CT1053
 CT1053.Superseded values are not recommended for survey control.
 CT1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1053.See file dsdata.txt to determine how the superseded data were derived.
 CT1053
 CT1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB8401401092(NAD 83)
 CT1053_MARKER: 51 = TANK
 CT1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CT1053+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 CT1053
 CT1053  HISTORY     - Date     Condition        Report By
 CT1053  HISTORY     - 1935     FIRST OBSERVED   CGS
 CT1053  HISTORY     - 1957     GOOD             CGS
 CT1053  HISTORY     - 20050526 GOOD             USPSQD
 CT1053
 CT1053                          STATION DESCRIPTION
 CT1053
 CT1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1053'POINT OBSERVED UPON IS FINIAL, MUNICIPAL STEEL WATER TANK,
 CT1053'ABOUT 125 FEET HIGH, PAINTED SILVER AND LOCATED ON NW SIDE
 CT1053'OF TOWN.
 CT1053'
 CT1053'OBSERVED UPON FROM STATIONS INDIAN, PALM, MOBERLEY, SALT
 CT1053'AND HITSON (U.S.G.S.).
 CT1053
 CT1053                          STATION RECOVERY (1957)
 CT1053
 CT1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1053'RECOVERED AS DESCRIBED.
 CT1053
 CT1053                          STATION RECOVERY (2005)
 CT1053
 CT1053'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CT1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0627 ***********************************************************************
 AZ0627  DESIGNATION -  MORAS
 AZ0627  PID         -  AZ0627
 AZ0627  STATE/COUNTY-  TX/KINNEY
 AZ0627  USGS QUAD   -  BRACKETTVILLE (1974)
 AZ0627
 AZ0627                         *CURRENT SURVEY CONTROL
 AZ0627  ___________________________________________________________________
 AZ0627* NAD 83(1993)-  29 21 24.02421(N)    100 23 18.39093(W)     ADJUSTED  
 AZ0627* NAVD 88     -       510.6    (meters)    1675.     (feet)  VERTCON   
 AZ0627  ___________________________________________________________________
 AZ0627  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AZ0627  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0627
 AZ0627  HORZ ORDER  -  FIRST
 AZ0627
 AZ0627.The horizontal coordinates were established by classical geodetic methods
 AZ0627.and adjusted by the National Geodetic Survey in February 1996..
 AZ0627
 AZ0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0627
 AZ0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0627
 AZ0627.The geoid height was determined by GEOID03.
 AZ0627
 AZ0627;                    North         East     Units Scale Factor Converg.
 AZ0627;SPC TXSC     - 4,169,626.452   465,200.384   MT  0.99986332   -0 40 48.8
 AZ0627;SPC TXSC     -13,679,849.45  1,526,244.93   sFT  0.99986332   -0 40 48.8
 AZ0627;UTM  14      - 3,248,303.685   365,225.817   MT  0.99982413   -0 40 50.8
 AZ0627
 AZ0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0627!SPC TXSC     -   0.99992336  x   0.99986332  =   0.99978669
 AZ0627!UTM  14      -   0.99992336  x   0.99982413  =   0.99974750
 AZ0627
 AZ0627|---------------------------------------------------------------------|
 AZ0627| PID    Reference Object                     Distance      Geod. Az  |
 AZ0627|                                                           dddmmss.s |
 AZ0627| CV4862 MORAS RM 4                           27.543 METERS 10232     |
 AZ0627| CV4333 BRACKETT RM                           6.494 METERS 10650     |
 AZ0627| AZ0620 MORAS RM 2                           15.658 METERS 18859     |
 AZ0627| AZ0628 FORT CLARK FLAGPOLE                 APPROX. 6.5 KM 2092816.4 |
 AZ0627| AZ0622 BRACKETTVILLE MUNICIPAL TANK        APPROX. 5.1 KM 2093728.7 |
 AZ0627| AZ0624 FORT CLARK TANK                     APPROX. 6.6 KM 2110146.6 |
 AZ0627| AZ0621 FORT CLARK POST RADIO MAST          APPROX. 6.7 KM 2121451.1 |
 AZ0627| CV4861 MORAS RM 3                           21.340 METERS 35407     |
 AZ0627|---------------------------------------------------------------------|
 AZ0627
 AZ0627                          SUPERSEDED SURVEY CONTROL
 AZ0627
 AZ0627  NAD 83(1986)-  29 21 24.01865(N)    100 23 18.37194(W) AD(       ) 1
 AZ0627  NAD 27      -  29 21 23.17600(N)    100 23 17.09200(W) AD(       ) 1
 AZ0627  NGVD 29 (07/19/86)  510.5    (m)         1675.     (f) VERT ANG       
 AZ0627
 AZ0627.Superseded values are not recommended for survey control.
 AZ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0627.See file dsdata.txt to determine how the superseded data were derived.
 AZ0627
 AZ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6522648304(NAD 83)
 AZ0627_MARKER: P = PIPE CAP
 AZ0627_SETTING: 0 = UNSPECIFIED SETTING
 AZ0627
 AZ0627  HISTORY     - Date     Condition        Report By
 AZ0627  HISTORY     - 1924     MONUMENTED       CGS
 AZ0627  HISTORY     - 1935     GOOD             CGS
 AZ0627
 AZ0627                          STATION DESCRIPTION
 AZ0627
 AZ0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AZ0627'STATION IS ABOUT 4 MILES NE OF BRACKETTVILLE, ON THE HIGHEST POINT
 AZ0627'OF LAS MORAS MOUNTAIN, A WELL-KNOWN VOLCANIC HILL WHICH CAN BE
 AZ0627'PLAINLY SEEN FROM BRACKETTVILLE AND VICINITY.
 AZ0627'
 AZ0627'SURFACE MARK IS A SCREW CAP STATION MARK ON IRON PIPE 30 INCHES
 AZ0627'LONG, SET 28 INCHES IN GROUND, THE LOWER HALF OF THE PIPE ENCASED
 AZ0627'IN CONCRETE WITH GALVANIZED STEEL ROD ANCHOR NEAR THE BOTTOM.
 AZ0627'
 AZ0627'UNDERGROUND MARK IS A STANDARD DISK STATION MARK IN CONCRETE,
 AZ0627'3 FEET BELOW THE GROUND CONTAINING AT THE CENTER OF ITS UPPER
 AZ0627'SURFACE A STANDARD DISK TRIANGULATION STATION MARK.  TWENTY-FOUR
 AZ0627'INCHES OF BOTTOM PART OF THE HOLE MADE FOR THESE MARKS IS IN
 AZ0627'SOFT LIMESTONE FORMATION.
 AZ0627'
 AZ0627'STATION MORAS IS PROBABLY WITHIN
 AZ0627'A FEW INCHES OF THE OLD STATION BRACKETT, A BOULDER BEING FOUND
 AZ0627'AT THIS POINT WITH CEMENT ON IT AND EVIDENCE THAT A STATION
 AZ0627'MARK HAD BEEN SET IN A BRACK IN THE BOULDER, WHICH HAD BEEN BADLY
 AZ0627'SHATTERED, AS IF BY BULLETS.
 AZ0627'
 AZ0627'REFERENCE MARK IS A STANDARD REFERENCE DISK IN ROCK, WEDGED
 AZ0627'IN A DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED BRACKETT, 1918,
 AZ0627'AND PLACED 6.485 METERS (21.28 FEET) FROM STATION.
 AZ0627'(THIS DISTANCE IS NOT IN AGREEMENT WITH THAT IN
 AZ0627'DESCRIPTION FOR STATION BRACKETT.)
 AZ0627'
 AZ0627'STATION LAS MORAS (U.S.G.S.) IS A SCREW CAP MARK ON IRON PIPE,
 AZ0627'IS MARKED MORAS 1924, AND IS 15.658 METERS (51.37 FEET) FROM
 AZ0627'STATION, S 09 DEG 02 MINE W.  THE CAP HAD APPARENTLY BEEN
 AZ0627'SHOT OFF BY BULLETS.  ROCKS WERE PILES AROUND THE PIPE TO
 AZ0627'PROTECT IT FROM FURTHER DESTRUCTION.
 AZ0627'
 AZ0627'FROM BRACKETTVILLE, TAKE ROAD N AND
 AZ0627'FOLLOW IT TO A LANE WHICH LEADS EASTWARD ON N SIDE OF HILL.  THIS
 AZ0627'IS ABOUT 1/2 MILE FROM STATION.  ELEVATION OF STATION, 510.6
 AZ0627'METERS (1,675 FEET).
 AZ0627
 AZ0627                          STATION RECOVERY (1935)
 AZ0627
 AZ0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0627'STATION IS LOCATED ABOUT 3-1/2 MILES NE OF BRACKETTVILLE, ON THE
 AZ0627'HIGHEST POINT OF LAS MORAS MOUNTAINS, A WELL-KNOWN VOLCANIC HILL
 AZ0627'WHICH CAN BE PLAINLY SEEN FROM BRACKETTVILLE AND VICINITY.
 AZ0627'
 AZ0627'STATION IS MARKED BY A STANDARD BRONZE SCREW CAP DISK ON TOP
 AZ0627'OF A 4-INCH IRON PIPE AND PROJECTING ABOUT 4 INCHES ABOVE THE
 AZ0627'SURFACE OF THE GROUND, INSCRIBED MORAS 1924.  MARK FOUND TO BE IN
 AZ0627'GOOD CONDITION.
 AZ0627'
 AZ0627'REFERENCE MARK NO. 1 IS 6.494 METERS (21.29 FEET) E OF THE
 AZ0627'STATION.  MARK IS A STANDARD REFERENCE DISK IN SOLID BEDROCK,
 AZ0627'INSCRIBED BRACKETT 1918.  MARK FOUND TO BE IN GOOD CONDITION.
 AZ0627'
 AZ0627'REFERENCE MARK NO. 2 IS 15.622 METERS (51.26 FEET) S OF STATION.
 AZ0627'MARK IS A STANDARD REFERENCE DISK SET IN TOP OF A 4-INCH IRON
 AZ0627'PIPE, PROJECTING ABOUT 24 INCHES ABOVE THE SURFACE OF THE GROUND,
 AZ0627'INSCRIBED MORAS 1924.  MARK SHOWS SIGN OF DEFACEMENT BUT SEEMS TO
 AZ0627'BE IN GOOD CONDITION.
 AZ0627'
 AZ0627'REFERENCE MARK NO. 3 IS 70.00 FEET NNW OF STATION.  MARK IS A
 AZ0627'STANDARD REFERENCE DISK SET IN SOLID BEDROCK, INSCRIBED MORAS
 AZ0627'NO. 3 1935.
 AZ0627'
 AZ0627'REFERENCE MARK NO. 4 IS 90.38 FEET E OF STATION.  MARK IS A
 AZ0627'STANDARD REFERENCE DISK SET IN SOLID BEDROCK, INSCRIBED MORAS
 AZ0627'NO. 4 1935.
 AZ0627'
 AZ0627'STATION IS REACHED FROM THE POST OFFICE IN BRACKETTVILLE BY
 AZ0627'GOING N ON ROCKSPRINGS ROAD 0.8 MILE, TURN RIGHT (E) AT ARROW
 AZ0627'SAN ANTONIO AND FOLLOW MAIN GRAVELED ROAD E AND NE FOR 1.75 MILES,
 AZ0627'TURN LEFT (NW) ONTO LANE FOR 0.65 MILE TO GREEN BUMP GATE AND
 AZ0627'HOME OF MR. DOOLEY.  (SEE HIM BEFORE PROCEEDING.) FROM HERE
 AZ0627'FOLLOW DIM PASTURE ROAD NNE FOR 1.0 MILE, THEN LEAVE ROAD, TURN
 AZ0627'LEFT (W) ACROSS PASTURE FOR 0.25 MILE TO FOOT OF HILL AND END
 AZ0627'OF TRUCK TRAVEL.  STATION IS ON THE HIGHEST POINT OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0796 ***********************************************************************
 BN0796  DESIGNATION -  MORAS
 BN0796  PID         -  BN0796
 BN0796  STATE/COUNTY-  TX/MENARD
 BN0796  USGS QUAD   -  SPOON DRAW (1970)
 BN0796
 BN0796                         *CURRENT SURVEY CONTROL
 BN0796  ___________________________________________________________________
 BN0796* NAD 83(1993)-  30 50 41.46671(N)    099 50 08.04522(W)     ADJUSTED  
 BN0796* NAVD 88     -       638.     (meters)    2093.     (feet)  SCALED    
 BN0796  ___________________________________________________________________
 BN0796  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BN0796  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 BN0796
 BN0796  HORZ ORDER  -  SECOND
 BN0796
 BN0796.The horizontal coordinates were established by classical geodetic methods
 BN0796.and adjusted by the National Geodetic Survey in February 1996..
 BN0796
 BN0796.The orthometric height was scaled from a topographic map.
 BN0796
 BN0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0796
 BN0796.The geoid height was determined by GEOID03.
 BN0796
 BN0796;                    North         East     Units Scale Factor Converg.
 BN0796;SPC TX C     - 3,130,714.143   747,609.879   MT  0.99988545   +0 15 23.0
 BN0796;SPC TX C     -10,271,351.32  2,452,783.41   sFT  0.99988545   +0 15 23.0
 BN0796;UTM  14      - 3,412,706.550   420,101.396   MT  0.99967875   -0 25 42.4
 BN0796
 BN0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0796!SPC TX C     -   0.99990338  x   0.99988545  =   0.99978884
 BN0796!UTM  14      -   0.99990338  x   0.99967875  =   0.99958216
 BN0796
 BN0796:                Primary Azimuth Mark                     Grid Az
 BN0796:SPC TX C     -  MORAS AZ MK                              231 39 08.0
 BN0796:UTM  14      -  MORAS AZ MK                              232 20 13.4
 BN0796
 BN0796|---------------------------------------------------------------------|
 BN0796| PID    Reference Object                     Distance      Geod. Az  |
 BN0796|                                                           dddmmss.s |
 BN0796| CV4863 MORAS AZ MK                                        2315431.0 |
 BN0796| CV4865 MORAS RM 2                           17.734 METERS 25245     |
 BN0796| CV4864 MORAS RM 1                           23.767 METERS 35127     |
 BN0796|---------------------------------------------------------------------|
 BN0796
 BN0796                          SUPERSEDED SURVEY CONTROL
 BN0796
 BN0796  NAD 83(1986)-  30 50 41.47388(N)    099 50 08.03116(W) AD(       ) 2
 BN0796  NAD 27      -  30 50 40.84000(N)    099 50 06.77700(W) AD(       ) 2
 BN0796
 BN0796.Superseded values are not recommended for survey control.
 BN0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0796.See file dsdata.txt to determine how the superseded data were derived.
 BN0796
 BN0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2010112707(NAD 83)
 BN0796_MARKER: DS = TRIANGULATION STATION DISK
 BN0796_SETTING: 66 = SET IN ROCK OUTCROP
 BN0796_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0796
 BN0796  HISTORY     - Date     Condition        Report By
 BN0796  HISTORY     - 1943     MONUMENTED       CGS
 BN0796  HISTORY     - 1958     GOOD             CGS
 BN0796  HISTORY     - 19981226 MARK NOT FOUND   USPSQD
 BN0796
 BN0796                          STATION DESCRIPTION
 BN0796
 BN0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0796'STATION IS LOCATED ABOUT 7 MILES SSW OF MENARD, 0.2 MILE
 BN0796'W OF THE JUNCTION OF OLD FENCE.  IT IS A BRONZE DISK SET FLUSH
 BN0796'IN A DRILL HOLE IN BEDROCK AND IS STAMPED MORAS 1943.
 BN0796'
 BN0796'REFERENCE MARK NO. 1 IS OF THE STATION.  IT IS STAMPED MORAS
 BN0796'NO. 1 1943 AND IS A BRONZE DISK SET IN A DRILL HOLE IN
 BN0796'BEDROCK FLUSH WITH THE GROUND.
 BN0796'
 BN0796'REFERENCE MARK NO. 2 IS W OF THE STATION.  IT IS STAMPED
 BN0796'MORAS NO. 2 1943 AND IS A BRONZE DISK SET IN A DRILL HOLE
 BN0796'IN BEDROCK FLUSH WITH THE GROUND.
 BN0796'
 BN0796'AZIMUTH MARK IS SW OF THE STATION.  IT IS 35 FEET S OF THE
 BN0796'CENTER LINE OF A GRAVEL ROAD, 2 FEET N OF A WHITE REFERENCE
 BN0796'POST AND 2 FEET NO OF A FENCE.  IT IS STAMPED MORAS 1943 AND
 BN0796'IS A BRONZE DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH
 BN0796'THE GROUND.
 BN0796'
 BN0796'TO REACH THE STATION FROM THE CORNER OF MAIN STREET AND
 BN0796'HIGHWAY 83, GO SOUTHERLY ON HIGHWAY 83 FOR 0.8 MILE TO A
 BN0796'FORKS IN ROAD.  TAKE RIGHT FORK AND GO 6.2 MILES TO A T-ROAD
 BN0796'RIGHT.  TURN RIGHT AND GO 0.2 MILE TO STATION ON THE RIGHT.
 BN0796'TO REACH THE AZIMUTH FROM THIS POINT CONTINUE AHEAD FOR
 BN0796'0.25 MILE TO AZIMUTH MARK ON THE LEFT.
 BN0796'
 BN0796'A 64-FOOT SIGNAL AT BENSON IS VISIBLE AT 37 FEET.
 BN0796'
 BN0796'A 35-FOOT SIGNAL AT LACKEY IS VISIBLE AT 37 FEET.
 BN0796'
 BN0796'A 64-FOOT SIGNAL AT LEGGETT IS VISIBLE AT 37 FEET.
 BN0796'
 BN0796'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BN0796
 BN0796                          STATION RECOVERY (1958)
 BN0796
 BN0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 BN0796'STATION AND REFERNCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BN0796'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT
 BN0796'OLD LOCATION HIGHWAY 83 SHOULD BE CHANGED TO FM 2291.
 BN0796
 BN0796                          STATION RECOVERY (1998)
 BN0796
 BN0796'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0620 ***********************************************************************
 AZ0620  DESIGNATION -  MORAS RM 2
 AZ0620  PID         -  AZ0620
 AZ0620  STATE/COUNTY-  TX/KINNEY
 AZ0620  USGS QUAD   -  BRACKETTVILLE (1974)
 AZ0620
 AZ0620                         *CURRENT SURVEY CONTROL
 AZ0620  ___________________________________________________________________
 AZ0620* NAD 83(1993)-  29 21 23.52190(N)    100 23 18.48152(W)     ADJUSTED  
 AZ0620* NAVD 88     -       511.     (meters)    1677.     (feet)  SCALED    
 AZ0620  ___________________________________________________________________
 AZ0620  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AZ0620  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0620
 AZ0620  HORZ ORDER  -  SECOND
 AZ0620
 AZ0620.The horizontal coordinates were established by classical geodetic methods
 AZ0620.and adjusted by the National Geodetic Survey in February 1996..
 AZ0620
 AZ0620.The orthometric height was scaled from a topographic map.
 AZ0620
 AZ0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0620
 AZ0620.The geoid height was determined by GEOID03.
 AZ0620
 AZ0620;                    North         East     Units Scale Factor Converg.
 AZ0620;SPC TXSC     - 4,169,611.018   465,197.757   MT  0.99986331   -0 40 48.8
 AZ0620;SPC TXSC     -13,679,798.81  1,526,236.31   sFT  0.99986331   -0 40 48.8
 AZ0620;UTM  14      - 3,248,288.252   365,223.190   MT  0.99982414   -0 40 50.8
 AZ0620
 AZ0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0620!SPC TXSC     -   0.99992328  x   0.99986331  =   0.99978660
 AZ0620!UTM  14      -   0.99992328  x   0.99982414  =   0.99974743
 AZ0620
 AZ0620                          SUPERSEDED SURVEY CONTROL
 AZ0620
 AZ0620  NAD 83(1986)-  29 21 23.51690(N)    100 23 18.46243(W) AD(       ) 2
 AZ0620  NAD 27      -  29 21 22.67400(N)    100 23 17.18300(W) AD(       ) 2
 AZ0620
 AZ0620.Superseded values are not recommended for survey control.
 AZ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0620.See file dsdata.txt to determine how the superseded data were derived.
 AZ0620
 AZ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6522348288(NAD 83)
 AZ0620_MARKER: Z = SEE DESCRIPTION
 AZ0620_SETTING: 0 = UNSPECIFIED SETTING
 AZ0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0620
 AZ0620  HISTORY     - Date     Condition        Report By
 AZ0620  HISTORY     - 1924     MONUMENTED       USGS
 AZ0620
 AZ0620                          STATION DESCRIPTION
 AZ0620
 AZ0620'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 AZ0620'STATION LAS MORAS (U.S.G.S.) IS A SCREW CAP MARK ON IRON PIPE,
 AZ0620'IS MARKED MORAS 1924, AND IS 15.658 METERS (51.37 FEET) FROM
 AZ0620'STATION MORAS, S 09 DEG 02 MINE W.  THE CAP HAD APPARENTLY BEEN
 AZ0620'SHOT OFF BY BULLETS.  ROCKS WERE PILES AROUND THE PIPE TO
 AZ0620'PROTECT IT FROM FURTHER DESTRUCTION.  STATION IS PROBABLY WITHIN
 AZ0620'A FEW INCHES OF THE OLD STATION BRACKETT, A BOULDER BEING FOUND
 AZ0620'AT THIS POINT WITH CEMENT ON IT AND EVIDENCE THAT A STATION
 AZ0620'MARK HAD BEEN SET IN A BRACK IN THE BOULDER, WHICH HAD BEEN BADLY
 AZ0620'SHATTERED, AS IF BY BULLETS.  FROM BRACKETTVILLE, TAKE ROAD N AND
 AZ0620'FOLLOW IT TO A LANE WHICH LEADS EASTWARD ON N SIDE OF HILL.  THIS
 AZ0620'IS ABOUT 1/2 MILE FROM STATION.  ELEVATION OF STATION, 510.6
 AZ0620'METERS (1,675 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2783 ***********************************************************************
 AX2783  DESIGNATION -  MORAVIA CATHOLIC CHURCH SPIRE
 AX2783  PID         -  AX2783
 AX2783  STATE/COUNTY-  TX/LAVACA
 AX2783  USGS QUAD   -  MORAVIA (1981)
 AX2783
 AX2783                         *CURRENT SURVEY CONTROL
 AX2783  ___________________________________________________________________
 AX2783* NAD 83(1993)-  29 35 03.99142(N)    096 59 08.69597(W)     ADJUSTED  
 AX2783* NAVD 88     -                                                        
 AX2783  ___________________________________________________________________
 AX2783  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AX2783  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX2783
 AX2783  HORZ ORDER  -  THIRD
 AX2783
 AX2783.The horizontal coordinates were established by classical geodetic methods
 AX2783.and adjusted by the National Geodetic Survey in February 1996..
 AX2783
 AX2783
 AX2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2783
 AX2783.The geoid height was determined by GEOID03.
 AX2783
 AX2783;                    North         East     Units Scale Factor Converg.
 AX2783;SPC TXSC     - 4,195,749.900   795,117.714   MT  0.99987269   +0 59 12.5
 AX2783;SPC TXSC     -13,765,556.13  2,608,648.70   sFT  0.99987269   +0 59 12.5
 AX2783;UTM  14      - 3,274,433.130   695,094.892   MT  1.00006966   +0 59 41.1
 AX2783
 AX2783                          SUPERSEDED SURVEY CONTROL
 AX2783
 AX2783  NAD 83(1986)-  29 35 04.00510(N)    096 59 08.68684(W) AD(       ) 4
 AX2783  NAD 27      -  29 35 03.15200(N)    096 59 07.75100(W) AD(       ) 3
 AX2783
 AX2783.Superseded values are not recommended for survey control.
 AX2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2783.See file dsdata.txt to determine how the superseded data were derived.
 AX2783
 AX2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9509574433(NAD 83)
 AX2783_MARKER: 90 = CHURCH SPIRE
 AX2783
 AX2783  HISTORY     - Date     Condition        Report By
 AX2783  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2783  HISTORY     - 1963     GOOD             CGS
 AX2783  HISTORY     - 19970607 GOOD             USPSQD
 AX2783
 AX2783                          STATION DESCRIPTION
 AX2783
 AX2783'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2783'THIS INTERSECTION STATION IS THE CROSS ON THE APEX OF THE
 AX2783'BELFRY ON THE GABLE ON THE E ENTRANCE TO THE CHURCH, LOCATED
 AX2783'0.3 MILE W OF THE SMALL SETTLEMENT OF MORAVIA, ON THE MORAVIA
 AX2783'HIGH SCHOOL GROUNDS.  IT IS A ONE-STORY FRAME STRUCTURE
 AX2783'PAINTED WHITE, WITH A CROSS ON THE GABLE OF THE E ENTRANCE.
 AX2783'(MORAVIA IS A SMALL SETTLEMENT ABOUT 10.0 MILES N OF
 AX2783'HALLETTSVILLE.)
 AX2783
 AX2783                          STATION RECOVERY (1963)
 AX2783
 AX2783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2783'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2783'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2783
 AX2783                          STATION RECOVERY (1997)
 AX2783
 AX2783'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0535 ***********************************************************************
 DP0535  DESIGNATION -  MORE
 DP0535  PID         -  DP0535
 DP0535  STATE/COUNTY-  TX/KING
 DP0535  USGS QUAD   -  BOB CREEK (1978)
 DP0535
 DP0535                         *CURRENT SURVEY CONTROL
 DP0535  ___________________________________________________________________
 DP0535* NAD 83(1993)-  33 27 57.96853(N)    100 16 40.97177(W)     ADJUSTED  
 DP0535* NAVD 88     -       540.4    (meters)    1773.     (feet)  VERTCON   
 DP0535  ___________________________________________________________________
 DP0535  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 DP0535  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DP0535
 DP0535  HORZ ORDER  -  THIRD
 DP0535
 DP0535.The horizontal coordinates were established by classical geodetic methods
 DP0535.and adjusted by the National Geodetic Survey in February 1996..
 DP0535
 DP0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0535
 DP0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0535
 DP0535.The geoid height was determined by GEOID03.
 DP0535
 DP0535;                    North         East     Units Scale Factor Converg.
 DP0535;SPC TXNC     - 2,200,940.042   434,739.549   MT  0.99989870   -0 58 11.1
 DP0535;SPC TXNC     - 7,220,917.45  1,426,308.00   sFT  0.99989870   -0 58 11.1
 DP0535;UTM  14      - 3,703,691.528   381,237.920   MT  0.99977389   -0 42 17.5
 DP0535
 DP0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0535!SPC TXNC     -   0.99991948  x   0.99989870  =   0.99981819
 DP0535!UTM  14      -   0.99991948  x   0.99977389  =   0.99969339
 DP0535
 DP0535|---------------------------------------------------------------------|
 DP0535| PID    Reference Object                     Distance      Geod. Az  |
 DP0535|                                                           dddmmss.s |
 DP0535| CX7788 MORE RM 2                            24.847 METERS 15824     |
 DP0535| CX7787 MORE RM 1                            27.297 METERS 25229     |
 DP0535| DP0533 PARRAMORE                           APPROX. 2.6 KM 2622605.8 |
 DP0535|---------------------------------------------------------------------|
 DP0535
 DP0535                          SUPERSEDED SURVEY CONTROL
 DP0535
 DP0535  NAD 83(1993)-  33 27 57.97065(N)    100 16 40.97180(W) AD(       ) 3
 DP0535  NAD 83(1986)-  33 27 57.97371(N)    100 16 40.96693(W) AD(       ) 3
 DP0535  NAD 27      -  33 27 57.66250(N)    100 16 39.57413(W) AD(       ) 3
 DP0535  NGVD 29 (07/19/86)  540.2    (m)         1772.     (f) VERT ANG       
 DP0535
 DP0535.Superseded values are not recommended for survey control.
 DP0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0535.See file dsdata.txt to determine how the superseded data were derived.
 DP0535
 DP0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8123803692(NAD 83)
 DP0535_MARKER: DD = SURVEY DISK
 DP0535_SETTING: 0 = UNSPECIFIED SETTING
 DP0535
 DP0535  HISTORY     - Date     Condition        Report By
 DP0535  HISTORY     - 1966     MONUMENTED       USGS
 DP0535
 DP0535                          STATION DESCRIPTION
 DP0535
 DP0535'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DP0535'LOCATED SOUTH 14 DEG EAST ABOUT 11 MILES (AIRLINE) FROM
 DP0535'GUTHRIE, TEXAS.  NORTH 7 DEG WEST ABOUT 23 MILES (AIRLINE) FROM
 DP0535'ASPERMONT, TEXAS.  0.8 MILES NNW OF A CROSSROAD.  39.7 FEET ENE OF
 DP0535'THE CENTER OF U.S. HWY.  83.  11.4 FEET WSW OF RIGHT OF WAY
 DP0535'FENCE.  2.8 FEET NORTH OF THE SOUTH ONE OF THREE TREES.  3.3 FEET
 DP0535'SOUTH OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE SITE
 DP0535'CAN BE LOCATED ON THE LUBBOCK (NI 14-7) 1--250,000-SERIES MAP.
 DP0535'
 DP0535'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DP0535'
 DP0535'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED ROD
 DP0535'DRIVEN TO A DEPTH OF 7.5 FEET (REFUSAL) AND CENTERED IN A 6 INCH
 DP0535'TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH GROUND.  AND
 DP0535'STAMPED MORE 1966.
 DP0535'
 DP0535'REFERENCE MARK NO. 1 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DP0535'COPPER-COATED ROD DRIVEN TO A DEPTH OF 7.0 FEET (REFUSAL) AND
 DP0535'CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH
 DP0535'GRAVEL.  FLUSH WITH GROUND.  LOCATED 89.55 FEET (27.297 METERS)
 DP0535'WSW OF THE STATION MARK AND STAMPED MORE NO. 1 1966.
 DP0535'
 DP0535'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DP0535'COPPER-COATED ROD DRIVEN TO A DEPTH OF 7.5 FEET (REFUSAL) AND
 DP0535'CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH
 DP0535'GRAVEL.  FLUSH WITH GROUND.  LOCATED 81.52 FEET (24.847 METERS)
 DP0535'SSE OF THE STATION MARK AND STAMPED MORE NO. 2 1966.
 DP0535'
 DP0535'AZIMUTH MARK--USGS STATION PARRAMORE IS VISIBLE FROM THE GROUND AND
 DP0535'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0980 ***********************************************************************
 GK0980  DESIGNATION -  MORELAND
 GK0980  PID         -  GK0980
 GK0980  STATE/COUNTY-  TX/LIPSCOMB
 GK0980  USGS QUAD   -  HIGGINS NORTH (1972)
 GK0980
 GK0980                         *CURRENT SURVEY CONTROL
 GK0980  ___________________________________________________________________
 GK0980* NAD 83(1993)-  36 11 57.72139(N)    100 07 03.81990(W)     ADJUSTED  
 GK0980* NAVD 88     -       775.1    (meters)    2543.     (feet)  VERTCON   
 GK0980  ___________________________________________________________________
 GK0980  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GK0980  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GK0980
 GK0980  HORZ ORDER  -  FIRST
 GK0980
 GK0980.The horizontal coordinates were established by classical geodetic methods
 GK0980.and adjusted by the National Geodetic Survey in February 1996..
 GK0980
 GK0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0980
 GK0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0980
 GK0980.The geoid height was determined by GEOID03.
 GK0980
 GK0980;                    North         East     Units Scale Factor Converg.
 GK0980;SPC TX N     - 1,244,869.063   324,312.734   MT  1.00000378   +0 48 03.9
 GK0980;SPC TX N     - 4,084,207.92  1,064,016.03   sFT  1.00000378   +0 48 03.9
 GK0980;SPC OK N     -   135,150.356   409,565.082   MT  0.99994556   -1 14 59.2
 GK0980;SPC OK N     -   443,405.79  1,343,714.77   sFT  0.99994556   -1 14 59.2
 GK0980;UTM  14      - 4,006,640.453   399,514.077   MT  0.99972441   -0 39 36.7
 GK0980
 GK0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0980!SPC TX N     -   0.99988279  x   1.00000378  =   0.99988657
 GK0980!SPC OK N     -   0.99988279  x   0.99994556  =   0.99982836
 GK0980!UTM  14      -   0.99988279  x   0.99972441  =   0.99960724
 GK0980
 GK0980:                Primary Azimuth Mark                     Grid Az
 GK0980:SPC TX N     -  SHATTUCK WATER TANK                      070 10 51.5
 GK0980:SPC OK N     -  SHATTUCK WATER TANK                      072 13 54.6
 GK0980:UTM  14      -  SHATTUCK WATER TANK                      071 38 32.1
 GK0980
 GK0980|---------------------------------------------------------------------|
 GK0980| PID    Reference Object                     Distance      Geod. Az  |
 GK0980|                                                           dddmmss.s |
 GK0980| GJ0726 SHATTUCK WATER TANK                 APPROX.22.7 KM 0705855.4 |
 GK0980| GK0983 HIGGINS MUNICIPAL TANK              APPROX.12.4 KM 1373537.5 |
 GK0980| CK9474 MORELAND RM 1                        42.159 METERS 23606     |
 GK0980| CK9473 MORELAND AZ MK                                     2900122.6 |
 GK0980| CK9475 MORELAND RM 2                        10.652 METERS 30301     |
 GK0980|---------------------------------------------------------------------|
 GK0980
 GK0980                          SUPERSEDED SURVEY CONTROL
 GK0980
 GK0980  NAD 83(1993)-  36 11 57.72144(N)    100 07 03.81988(W) AD(       ) 1
 GK0980  NAD 83(1986)-  36 11 57.72798(N)    100 07 03.80812(W) AD(       ) 1
 GK0980  NAD 27      -  36 11 57.58500(N)    100 07 02.34800(W) AD(       ) 1
 GK0980  NGVD 29 (07/19/86)  774.8    (m)         2542.     (f) VERT ANG       
 GK0980
 GK0980.Superseded values are not recommended for survey control.
 GK0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0980.See file dsdata.txt to determine how the superseded data were derived.
 GK0980
 GK0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9951406640(NAD 83)
 GK0980_MARKER: DS = TRIANGULATION STATION DISK
 GK0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0980
 GK0980  HISTORY     - Date     Condition        Report By
 GK0980  HISTORY     - 1927     MONUMENTED       CGS
 GK0980  HISTORY     - 1951     SEE DESCRIPTION  CGS
 GK0980
 GK0980                          STATION DESCRIPTION
 GK0980
 GK0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GK0980'ABOUT 5-1/4 MILES N AND 5-1/4 MILES W OF HIGGINS, ON HIGHEST
 GK0980'POINT OF GRASSY KNOLL ABOUT 200 FEET LONG ON TOP, IN PASTURE
 GK0980'LAND, ABOUT 300 PACES S OF SECTION LINE FENCE, AND ABOUT
 GK0980'200 FEET W OF A WIRE FENCE AND CULTIVATED FIELD.  THERE IS
 GK0980'A SLIGHTLY LOWER HILL ABOUT 700 FEET S WHICH HAS SOME ROCKS
 GK0980'ON ITS N SIDE, LAND BELONGS TO A.E. MORELAND WHO LIVES ABOUT
 GK0980'3/4 MILE NE OF THE STATION.
 GK0980'
 GK0980'TO REACH FROM HIGGINS GO N 0.6 MILE, W 0.6 MILE, N 2 MILES,
 GK0980'AND W 4 MILES TO SECTION LINE FENCE AND GATE AT RIGHT.  TURN
 GK0980'N THROUGH GATE AND FOLLOW MAIN PASTURE ROAD N 2.3 MILES TO A
 GK0980'DIM ROAD LEADING TO LEFT.  TAKE DIM ROAD AND FOLLOW IT TO
 GK0980'A GATE AT A FENCE CORNER, GO THROUGH GATE INTO CULTIVATED
 GK0980'FIELD AND TURN N ALONG FENCE LINE 0.4 MILE.  STATION WILL THEN
 GK0980'BE AT LEFT ABOUT 1/8 MILE DISTANT, JUST W OF CULTIVATED FIELD
 GK0980'AND FENCE LINE.
 GK0980'
 GK0980'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 GK0980'
 GK0980'TWO REFERENCE MARKS WERE SET, STANDARD DISKS SET IN ROCK.
 GK0980'REFERENCE MARK NO. 1 IS 42.15 METERS (138.3 FEET) FROM STATION.
 GK0980'
 GK0980'REFERENCE MARK NO. 2 IS 10.65 METERS (34.9 FEET) FROM STATION.
 GK0980'ELEVATION OF STATION, 774.8 METERS (2,542 FEET).
 GK0980
 GK0980                          STATION RECOVERY (1951)
 GK0980
 GK0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK0980'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 GK0980'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AND IS
 GK0980'DESCRIBED BELOW.  A COMPLETE DESCRIPTION FOLLOWS--
 GK0980'
 GK0980'THE STATION IS LOCATED ON THE TOP OF A GRASSY HILL ABOUT 8 MILES
 GK0980'AIRLINE NORTHWEST OF HIGGINS, ABOUT 9 MILES AIRLINE EAST-SOUTHEAST
 GK0980'OF LIPSCOMB, AND ABOUT 16 MILES AIRLINE SOUTH OF FOLLETT.
 GK0980'
 GK0980'TO REACH THE STATION FROM THE POST OFFICE IN HIGGINS GO
 GK0980'NORTHWEST ON STATE HIGHWAY 213 FOR 7.1 MILES TO A CROSS ROAD.
 GK0980'TURN RIGHT, NORTH, AND GO 1.9 MILES TO A WIRE GATE ON THE
 GK0980'RIGHT.  PASS THROUGH THE GATE AND GO EAST 0.4 MILE TO THE TOP
 GK0980'OF A LOW KNOLL AND THE AZIMUTH MARK ON THE RIGHT.  KEEP
 GK0980'STRAIGHT AHEAD AND GO 0.1 MILE TO A FORK.  KEEP STRAIGHT AHEAD,
 GK0980'RIGHT, AND GO 0.3 MILE TO THE HIGHEST POINT OF A GRASSY HILL
 GK0980'AND THE STATION.
 GK0980'
 GK0980'THE STATION MARK IS A STANDARD DISK STAMPED MORELAND 1927 SET
 GK0980'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 GK0980'INCHES ABOVE THE GROUND AND IS 6 FEET NORTHEAST OF A WHITE
 GK0980'WITNESS POST.
 GK0980'
 GK0980'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MORELAND
 GK0980'R.M. 1 1927 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 GK0980'IS FLUSH WITH THE GROUND ON THE EAST SIDE AND PROJECTS ABOUT 3
 GK0980'FEET ABOVE THE GROUND ON THE WEST SIDE.  IT IS ABOUT 10 FEET
 GK0980'LOWER THAN THE STATION.
 GK0980'
 GK0980'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MORELAND
 GK0980'R.M. 2 1927 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 GK0980'PROJECTS 4 INCHES ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER
 GK0980'THAN THE STATION.
 GK0980'
 GK0980'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MORELAND 1927 1951
 GK0980'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0980'4 INCHES ABOVE THE GROUND.  IT IS 20 FEET SOUTH OF THE CENTERLINE
 GK0980'OF THE DIRT ROAD LEADING TO THE STATION AND 75 FEET SOUTH OF AN
 GK0980'EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1657 ***********************************************************************
 AW1657  DESIGNATION -  MORGAN POINT 2 USE RM 2
 AW1657  PID         -  AW1657
 AW1657  STATE/COUNTY-  TX/HARRIS
 AW1657  USGS QUAD   -  MORGANS POINT (1993)
 AW1657
 AW1657                         *CURRENT SURVEY CONTROL
 AW1657  ___________________________________________________________________
 AW1657* NAD 83(1986)-  29 40 52.     (N)    094 59 10.     (W)     SCALED    
 AW1657* NAVD 88     -         7.23   (+/-2cm)      23.7    (feet)  VERTCON   
 AW1657  ___________________________________________________________________
 AW1657  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1657
 AW1657  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1657
 AW1657.The horizontal coordinates were scaled from a topographic map and have
 AW1657.an estimated accuracy of +/- 6 seconds.
 AW1657
 AW1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1657.The vertical order pertains to the NGVD 29 superseded value.
 AW1657
 AW1657.The geoid height was determined by GEOID03.
 AW1657
 AW1657;                    North         East    Units  Estimated Accuracy
 AW1657;SPC TXSC     - 4,211,450.      988,400.      MT  (+/- 180 meters Scaled)
 AW1657
 AW1657                          SUPERSEDED SURVEY CONTROL
 AW1657
 AW1657  NGVD 29 (??/??/92)    7.231  (m)           23.72   (f) ADJ UNCH    1 2
 AW1657
 AW1657.Superseded values are not recommended for survey control.
 AW1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1657.See file dsdata.txt to determine how the superseded data were derived.
 AW1657
 AW1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN078851(NAD 83)
 AW1657_MARKER: DR = REFERENCE MARK DISK
 AW1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1657_STAMPING: MORGAN PT 2 NO 2 USE 1901 1911 1931
 AW1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1657+STABILITY: SURFACE MOTION
 AW1657
 AW1657  HISTORY     - Date     Condition        Report By
 AW1657  HISTORY     - 1931     MONUMENTED       CGS
 AW1657  HISTORY     - 1973     GOOD             NGS
 AW1657  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW1657  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1657  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 AW1657
 AW1657                          STATION DESCRIPTION
 AW1657
 AW1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1657'IN MORGANS POINT.
 AW1657'AT MORGANS POINT, ABOUT 184 FEET WEST OF THE WEST CONCRETE ABUTMENT OF
 AW1657'BARBOUR CUT LASH CB MOORING FACILITY BRIDGE, 134 FEET NORTHWEST OF THE
 AW1657'CENTER LINE OF AN ASPHALT ROAD LEADING TO THE BRIDGE, 13.8 FEET
 AW1657'NORTHEAST OF THE NORTHEAST SIDE OF A 2-CAR GARAGE OF A LARGE HOUSE
 AW1657'(WHICH WILL BE TORN DOWN), 53 FEET NORTHEAST OF A LONE 30-INCH PALM
 AW1657'TREE, ABOUT 1 FOOT SOUTH OF A 2X4 FT. WITNESS POST, AND IS A DISK SET
 AW1657'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.  NOTE-- THE
 AW1657'MARK IS LEANING TO THE SOUTHEAST BUT STILL SOLID.
 AW1657
 AW1657                          STATION RECOVERY (1976)
 AW1657
 AW1657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW1657'MARK NOT FOUND.
 AW1657
 AW1657                          STATION RECOVERY (1978)
 AW1657
 AW1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1657'NOT RECOVERED.
 AW1657
 AW1657                          STATION RECOVERY (1997)
 AW1657
 AW1657'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6187 ***********************************************************************
 AW6187  DESIGNATION -  MORGAN PT
 AW6187  PID         -  AW6187
 AW6187  STATE/COUNTY-  TX/HARRIS
 AW6187  USGS QUAD   -  MORGANS POINT (1993)
 AW6187
 AW6187                         *CURRENT SURVEY CONTROL
 AW6187  ___________________________________________________________________
 AW6187* NAD 83(1993)-  29 40 52.32080(N)    094 59 09.55622(W)     ADJUSTED  
 AW6187* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AW6187  ___________________________________________________________________
 AW6187  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW6187  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6187
 AW6187  HORZ ORDER  -  THIRD
 AW6187
 AW6187.The horizontal coordinates were established by classical geodetic methods
 AW6187.and adjusted by the National Geodetic Survey in February 1996..
 AW6187
 AW6187.The orthometric height was scaled from a topographic map.
 AW6187
 AW6187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6187
 AW6187.The geoid height was determined by GEOID03.
 AW6187
 AW6187;                    North         East     Units Scale Factor Converg.
 AW6187;SPC TXSC     - 4,211,459.694   988,406.680   MT  0.99988144   +1 57 59.5
 AW6187;SPC TXSC     -13,817,097.35  3,242,797.58   sFT  0.99988144   +1 57 59.5
 AW6187;UTM  15      - 3,285,110.229   307,827.054   MT  1.00005568   -0 59 01.4
 AW6187
 AW6187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6187!SPC TXSC     -   1.00000285  x   0.99988144  =   0.99988429
 AW6187!UTM  15      -   1.00000285  x   1.00005568  =   1.00005853
 AW6187
 AW6187:                Primary Azimuth Mark                     Grid Az
 AW6187:SPC TXSC     -  NECK                                     003 27 43.0
 AW6187:UTM  15      -  NECK                                     006 24 43.9
 AW6187
 AW6187|---------------------------------------------------------------------|
 AW6187| PID    Reference Object                     Distance      Geod. Az  |
 AW6187|                                                           dddmmss.s |
 AW6187| AW6182 NECK                                APPROX. 1.1 KM 0052542.5 |
 AW6187| AW6152 PELLY MUNICIPAL TANK                APPROX. 4.7 KM 0115911.1 |
 AW6187| AW6110 HOUSTON SHIP CHAN LT 21             APPROX.11.4 KM 1560016.1 |
 AW6187| AW6114 HOUSTON SHIP CHAN LT 23             APPROX. 8.9 KM 1585011.2 |
 AW6187| AW6096 RED BLUFF                           APPROX. 8.8 KM 1780856.1 |
 AW6187| AW6361 BAYTOWN WATER TANK                  APPROX. 5.8 KM 3394303.4 |
 AW6187| AW6344 BAYTOWN HUMBLE REFINERY STACK       APPROX. 6.9 KM 3432322.5 |
 AW6187|---------------------------------------------------------------------|
 AW6187
 AW6187                          SUPERSEDED SURVEY CONTROL
 AW6187
 AW6187  NAD 83(1986)-  29 40 52.33720(N)    094 59 09.53710(W) AD(       ) 3
 AW6187  NAD 27      -  29 40 51.51391(N)    094 59 08.79692(W) AD(       ) 3
 AW6187
 AW6187.Superseded values are not recommended for survey control.
 AW6187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6187.See file dsdata.txt to determine how the superseded data were derived.
 AW6187
 AW6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0782785110(NAD 83)
 AW6187_MARKER: Z = SEE DESCRIPTION
 AW6187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6187
 AW6187  HISTORY     - Date     Condition        Report By
 AW6187  HISTORY     - 1901     MONUMENTED       USE
 AW6187  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AW6187  HISTORY     - 1938     GOOD             CGS
 AW6187  HISTORY     - 1942     GOOD             CGS
 AW6187  HISTORY     - 1968     GOOD             CGS
 AW6187  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 AW6187
 AW6187                          STATION DESCRIPTION
 AW6187
 AW6187'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW6187'ABOUT 2 MILES NE OF LA PORTE, IN PROLONGATION OF N SIDE
 AW6187'OF PAVED ROAD THAT LEADS NE FROM LA PORTE AND TURNS S ABOUT
 AW6187'400 FEET W OF STATION.  STATION IS 7.245 METERS (23.77 FEET)
 AW6187'S 30 DEG 40 MIN E, FROM STATION MORGAN POINT 2.
 AW6187'STATION IS 100 FEET NE OF MRS. RICES HOUSE, 68.9 FEET NW
 AW6187'OF COTTAGE, 55.3 FEET S OF FENCE LINE ON EDGE OF BLUFF, AND
 AW6187'34.8 FEET E OF FENCE OF RICE PROPERTY.  THE U.S.E. STATION
 AW6187'MARK WAS RECOVERED IN GOOD CONDITION IN 1931, BUT THE
 AW6187'REFERENCE MARKS COULD NOT BE RECOVERED.  THE IRON MARK OF THE
 AW6187'U.S.E.  WAS REPLACED WITH A STANDARD DISK IN CONCRETE,
 AW6187'SET FLUSH WITH SURFACE.  IT IS STAMPED MORGAN
 AW6187'POINT U.S.E., 1901, 1911.
 AW6187
 AW6187                          STATION RECOVERY (1938)
 AW6187
 AW6187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AW6187'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6187'STATION IS NEAR THE EASTERLY END OF THE HIGHER RIDGE WHICH
 AW6187'FORMS THE NORTHWESTERN PART OF MORGAN POINT, AT THE EDGE
 AW6187'OF THE DRIVEWAY IN REAR OF THE LAST HOUSE ON THE RIDGE.  THIS
 AW6187'HOUSE IS OCCUPIED AT PRESENT BY CAPTAIN FROST.  STATION
 AW6187'IS MARKED WITH A STANDARD C. AND G.S. DISK STAMPED MORGAN
 AW6187'POINT U.S.E. 1901, 1911.
 AW6187'
 AW6187'THE DESCRIPTION OF THIS STATION AND MORGAN POINT 2 ARE COMPLETE
 AW6187'WITH EXCEPTION THAT DISTANCE BETWEEN STATIONS IS 7.248 METERS
 AW6187'S 30 DEG 28 MIN E.
 AW6187
 AW6187                          STATION RECOVERY (1942)
 AW6187
 AW6187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6187'THE STATION WAS RECOVERED AS DESCRIBED WITH THE MARK IN
 AW6187'GOOD CONDITION.  COMPLETE DESCRIPTION FOLLOWS--
 AW6187'
 AW6187'STATION IS ON THE S SIDE OF SAN JACINTO BAY, 2 MILES E
 AW6187'OF LA PORTE, IN THE NE PART OF THE VILLAGE OF MORGANS POINT
 AW6187'AND ON HIGH GROUND NEAR THE N EDGE OF MORGANS POINT.  THE
 AW6187'STATION MARK, IS AT THE N END OF THE DRIVEWAY INTO
 AW6187'THE BATHEA SUMMER COTTAGE AND GARAGE.  IT IS 69 FEET NW
 AW6187'OF THE NW CORNER OF THE BATHEA COTTAGE, 25 FEET W OF THE
 AW6187'W SIDE OF THE GARAGE, AND 4 FEET E OF THE CENTER LINE OF
 AW6187'THE DRIVEWAY.  IT IS STAMPED MORGAN PT USE 1901 1911 AND IS
 AW6187'FLUSH WITH THE SURFACE OF THE GROUND.
 AW6187'
 AW6187'STATION MORGAN PT 2 1931 IS 7.245 METERS, 23.77 FEET, FROM
 AW6187'THE STATION N 30 DEG 40 MIN W.
 AW6187'
 AW6187'TO REACH FROM LA PORTE GO E ON U.S. HIGHWAY 225 FOR ABOUT
 AW6187'2.4 MILES AND TURN LEFT, N, INTO A DRIVEWAY LEADING N TO
 AW6187'A SUMMER COTTAGE ON THE E SIDE OF THE VILLAGE OF MORGANS
 AW6187'POINT, GO N ON THIS DRIVEWAY FOR ABOUT 0.1 MILE TO THE STATION.
 AW6187
 AW6187                          STATION RECOVERY (1968)
 AW6187
 AW6187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6187'THE STATION IS LOCATED ON THE PROPERTY OF MR. JAMES W. ELLIS,
 AW6187'ABOUT 2 MILES NORTHEAST OF LA PORTE AT MORGAN POINT, ON
 AW6187'THE WEST SIDE OF THE CHANNEL ON THE SOUTH SIDE OF SAN JACINTO
 AW6187'BAY AND ON A PROMINENT RIDGE.
 AW6187'
 AW6187'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AW6187'146 AND E MAIN STREET IN LA PORTE, GO EAST AND NORTH ON E
 AW6187'MAIN STREET FOR 2.1 MILES TO A Y-INTERSECTION.  KEEP RIGHT,
 AW6187'EAST, ON THE PAVED ROAD FOR 0.2 MILE TO A GATE AND A DRIVEWAY
 AW6187'ON THE LEFT.  TURN LEFT ON THE DRIVEWAY PASS THROUGH THE
 AW6187'GATE AND GO 0.05 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 AW6187'
 AW6187'THE STATION MARK IS A STANDARD DISK STAMPED MORGAN PT USE
 AW6187'1901 1911, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW6187'WHICH IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 36.3
 AW6187'FEET NORTH-NORTHEAST OF THE CHAIN LINK FENCE AT AN 18-INCH
 AW6187'TREE, 23 FEET NORTHWEST OF THE TWIN TRUNKED TREE AND 10.6
 AW6187'FEET SOUTH-SOUTHWEST OF THE SMALL POWER LINE POLE WITH A METER.
 AW6187
 AW6187                          STATION RECOVERY (1997)
 AW6187
 AW6187'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1555 ***********************************************************************
 AW1555  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1555  DESIGNATION -  MORGAN PT 3
 AW1555  PID         -  AW1555
 AW1555  STATE/COUNTY-  TX/HARRIS
 AW1555  USGS QUAD   -  MORGANS POINT (1993)
 AW1555
 AW1555                         *CURRENT SURVEY CONTROL
 AW1555  ___________________________________________________________________
 AW1555* NAD 83(1993)-  29 40 52.74357(N)    094 59 07.61962(W)     ADJUSTED  
 AW1555* NAVD 88     -         4.373  (meters)      14.35   (feet)  ADJUSTED  
 AW1555  ___________________________________________________________________
 AW1555  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW1555  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1555  DYNAMIC HT  -           4.367 (meters)      14.33  (feet)  COMP
 AW1555  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AW1555
 AW1555  HORZ ORDER  -  SECOND
 AW1555  VERT ORDER  -  FIRST     CLASS II
 AW1555
 AW1555.The horizontal coordinates were established by classical geodetic methods
 AW1555.and adjusted by the National Geodetic Survey in February 1996..
 AW1555
 AW1555.The orthometric height was determined by differential leveling
 AW1555.and adjusted by the National Geodetic Survey in June 1991..
 AW1555
 AW1555.This Tidal Bench Mark is designated as VM 11215
 AW1555.by the Center for Operational Oceanographic Products and Services.
 AW1555
 AW1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1555
 AW1555.The geoid height was determined by GEOID03.
 AW1555
 AW1555.The dynamic height is computed by dividing the NAVD 88
 AW1555.geopotential number by the normal gravity value computed on the
 AW1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1555.degrees latitude (g = 980.6199 gals.).
 AW1555
 AW1555.The modeled gravity was interpolated from observed gravity values.
 AW1555
 AW1555;                    North         East     Units Scale Factor Converg.
 AW1555;SPC TXSC     - 4,211,474.489   988,458.266   MT  0.99988145   +1 58 00.4
 AW1555;SPC TXSC     -13,817,145.89  3,242,966.83   sFT  0.99988145   +1 58 00.4
 AW1555;UTM  15      - 3,285,122.351   307,879.342   MT  1.00005544   -0 59 00.4
 AW1555
 AW1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1555!SPC TXSC     -   1.00000358  x   0.99988145  =   0.99988503
 AW1555!UTM  15      -   1.00000358  x   1.00005544  =   1.00005902
 AW1555
 AW1555:                Primary Azimuth Mark                     Grid Az
 AW1555:SPC TXSC     -  PELLY MUNICIPAL TANK                     009 25 50.9
 AW1555:UTM  15      -  PELLY MUNICIPAL TANK                     012 22 51.7
 AW1555
 AW1555|---------------------------------------------------------------------|
 AW1555| PID    Reference Object                     Distance      Geod. Az  |
 AW1555|                                                           dddmmss.s |
 AW1555| AW6152 PELLY MUNICIPAL TANK                APPROX. 4.7 KM 0112351.3 |
 AW1555| AW1554 MORGAN PT 3 RM 3                     10.837 METERS 01409     |
 AW1555| AW6169 GOOSE CREEK MUNICIPAL TANK          APPROX. 5.8 KM 0163613.3 |
 AW1555| AW1556 E 1201                                5.653 METERS 08131     |
 AW1555| AW2960 MORGAN PT 2                          56.159 METERS 26304     |
 AW1555| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX.11.9 KM 3093117.9 |
 AW1555|---------------------------------------------------------------------|
 AW1555
 AW1555                          SUPERSEDED SURVEY CONTROL
 AW1555
 AW1555  NAD 83(1986)-  29 40 52.75993(N)    094 59 07.60062(W) AD(       ) 2
 AW1555  NAD 27      -  29 40 51.93683(N)    094 59 06.86051(W) AD(       ) 2
 AW1555  NGVD 29 (12/23/87)    4.370  (m)           14.34   (f) ADJUSTED    1 2
 AW1555
 AW1555.Superseded values are not recommended for survey control.
 AW1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1555.See file dsdata.txt to determine how the superseded data were derived.
 AW1555
 AW1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0787985122(NAD 83)
 AW1555_MARKER: DS = TRIANGULATION STATION DISK
 AW1555_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1555_SP_SET: BRIDGE ABUTMENT
 AW1555_STAMPING: MORGAN PT 3 USE 1973
 AW1555_MARK LOGO: NGS   
 AW1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1555
 AW1555  HISTORY     - Date     Condition        Report By
 AW1555  HISTORY     - 1973     MONUMENTED       NGS
 AW1555  HISTORY     - 1973     GOOD             NGS
 AW1555  HISTORY     - 1978     GOOD             NGS
 AW1555  HISTORY     - 1983     GOOD             NGS
 AW1555  HISTORY     - 1987     GOOD             NGS
 AW1555  HISTORY     - 19910216 GOOD             USPSQD
 AW1555  HISTORY     - 19971115 GOOD             USPSQD
 AW1555
 AW1555                          STATION DESCRIPTION
 AW1555
 AW1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 AW1555'THE STATION IS LOCATED ABOUT 24 MILES EAST-SOUTHEAST OF HOUSTON,
 AW1555'4 MILES SOUTH OF BAYTOWN, 2-1/2 MILES EAST-NORTHEAST OF
 AW1555'LA PORTE AND AT THE MORGAN POINT CONTAINER TERMINAL DOCK.
 AW1555'
 AW1555'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AW1555'146 AND E. MAIN STREET, WHICH IS LOCATED ON THE EAST EDGE
 AW1555'OF LA PORTE.  GO EASTERLY ON E. MAIN STREET FOR 2.1 MILES
 AW1555'TO FORK, KEEP THE RIGHT FORK AND CONTINUE EASTERLY FOR
 AW1555'0.2 MILES TO THE EAST 1 OF 2 RAMPS LEADING TO DOCK AND STATION.
 AW1555'
 AW1555'STATION MARK IS A STANDARD DISK, SET IN A DRILL HOLE AT THE
 AW1555'SOUTH END OF THE WEST WING OF HEAD-WALL, OF THE ENTRANCE
 AW1555'RAMP, OR THE WEST 1 OF 2 RAMPS LEADING TO DOCK.  THE DISK
 AW1555'IS STAMPED MORGAN PT 3 USE 1973.  THE MARK IS ABOUT 2 FEET
 AW1555'HIGHER THAN THE RAMP LEADING TO DOCK.
 AW1555'
 AW1555'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL
 AW1555'HOLE IN THE RETAINING WALL THAT SEPARATES THE TRAFFIC LANE
 AW1555'FROM THE WALK-WAY ON RAMP LEADING TO DOCK AND IS STAMPED
 AW1555'MORGAN PT 3 USE NO 3 1973.  IT IS 33 FEET NORTH OF THE SOUTH
 AW1555'END OF THE RAMP AND 18 FEET SOUTH-SOUTHWEST LAMP-POST.
 AW1555'
 AW1555'REFERENCE MARK NO. 4 IS A STANDARD BENCH MARK DISK, SET
 AW1555'IN A DRILL HOLE AT THE SOUTH END, OF THE EAST WING OF HEAD-WALL,
 AW1555'OF THE ENTRANCE RAMP OR THE WEST 1 OF 2 RAMPS LEADING TO
 AW1555'DOCK AND IS STAMPED E 1201 1973.
 AW1555'
 AW1555'NOTE--THE ELEVATION FROM THE BENCH MARK E 1201 1973 WAS
 AW1555'OBSERVED TO THE STATION MARK AND REFERENCE MARK NO. 3.
 AW1555'
 AW1555'R.M. 3 TO R.M. NO. 4 33.14 FEET OR 10.100 METERS
 AW1555
 AW1555                          STATION RECOVERY (1973)
 AW1555
 AW1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1555'2.5 MI ENE FROM LA PORTE.
 AW1555'FROM THE INTERSECTION OF STATE HIGHWAY 146 AND E. MAIN STREET, LOCATED
 AW1555'ON THE EAST EDGE OF LA PORTE.  GO EASTERLY ON E. MAIN STREET FOR 2.1
 AW1555'MILES TO FORK, KEEP THE RIGHT FORK AND CONTINUE EASTERLY FOR 0.2 MILE
 AW1555'TO THE MORGAN POINT CONTAINER TERMINAL DOCK AND MARK.  A STANDARD
 AW1555'TRIANGULATION SURVEY STATION DISK, SET IN A DRILL HOLE, AT THE SOUTH
 AW1555'END OF THE WEST HEAD-WALL OF THE ENTRANCE RAMP OR THE WEST 1 OF 2
 AW1555'RAMPS LEADING TO DOCK AND IS STAMPED MORGAN PT 3 USE 1973.
 AW1555
 AW1555                          STATION RECOVERY (1978)
 AW1555
 AW1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1555'RECOVERED IN GOOD CONDITION.
 AW1555
 AW1555                          STATION RECOVERY (1983)
 AW1555
 AW1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1555'RECOVERED IN GOOD CONDITION.
 AW1555
 AW1555                          STATION RECOVERY (1987)
 AW1555
 AW1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1555'RECOVERED IN GOOD CONDITION.
 AW1555
 AW1555                          STATION RECOVERY (1991)
 AW1555
 AW1555'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 AW1555'RECOVERED IN GOOD CONDITION.
 AW1555
 AW1555                          STATION RECOVERY (1997)
 AW1555
 AW1555'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1554 ***********************************************************************
 AW1554  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1554  DESIGNATION -  MORGAN PT 3 RM 3
 AW1554  PID         -  AW1554
 AW1554  STATE/COUNTY-  TX/HARRIS
 AW1554  USGS QUAD   -  MORGANS POINT (1993)
 AW1554
 AW1554                         *CURRENT SURVEY CONTROL
 AW1554  ___________________________________________________________________
 AW1554* NAD 83(1993)-  29 40 53.08485(N)    094 59 07.52103(W)     ADJUSTED  
 AW1554* NAVD 88     -         4.376  (meters)      14.36   (feet)  ADJUSTED  
 AW1554  ___________________________________________________________________
 AW1554  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW1554  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1554  DYNAMIC HT  -           4.370 (meters)      14.34  (feet)  COMP
 AW1554  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AW1554
 AW1554  HORZ ORDER  -  SECOND
 AW1554  VERT ORDER  -  FIRST     CLASS II
 AW1554
 AW1554.The horizontal coordinates were established by classical geodetic methods
 AW1554.and adjusted by the National Geodetic Survey in February 1996..
 AW1554
 AW1554.The orthometric height was determined by differential leveling
 AW1554.and adjusted by the National Geodetic Survey in June 1991..
 AW1554
 AW1554.This Tidal Bench Mark is designated as VM 11214
 AW1554.by the Center for Operational Oceanographic Products and Services.
 AW1554
 AW1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1554
 AW1554.The geoid height was determined by GEOID03.
 AW1554
 AW1554.The dynamic height is computed by dividing the NAVD 88
 AW1554.geopotential number by the normal gravity value computed on the
 AW1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1554.degrees latitude (g = 980.6199 gals.).
 AW1554
 AW1554.The modeled gravity was interpolated from observed gravity values.
 AW1554
 AW1554;                    North         East     Units Scale Factor Converg.
 AW1554;SPC TXSC     - 4,211,485.080   988,460.554   MT  0.99988146   +1 58 00.5
 AW1554;SPC TXSC     -13,817,180.63  3,242,974.33   sFT  0.99988146   +1 58 00.5
 AW1554;UTM  15      - 3,285,132.813   307,882.173   MT  1.00005542   -0 59 00.4
 AW1554
 AW1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1554!SPC TXSC     -   1.00000358  x   0.99988146  =   0.99988504
 AW1554!UTM  15      -   1.00000358  x   1.00005542  =   1.00005900
 AW1554
 AW1554|---------------------------------------------------------------------|
 AW1554| PID    Reference Object                     Distance      Geod. Az  |
 AW1554|                                                           dddmmss.s |
 AW1554| AW1555 MORGAN PT 3                          10.837 METERS 19409     |
 AW1554| AW2960 MORGAN PT 2                          60.903 METERS 25331     |
 AW1554|---------------------------------------------------------------------|
 AW1554
 AW1554                          SUPERSEDED SURVEY CONTROL
 AW1554
 AW1554  NAD 83(1986)-  29 40 53.10115(N)    094 59 07.50205(W) AD(       ) 2
 AW1554  NAD 27      -  29 40 52.27813(N)    094 59 06.76193(W) AD(       ) 2
 AW1554  NGVD 29 (12/23/87)    4.373  (m)           14.35   (f) ADJUSTED    1 2
 AW1554
 AW1554.Superseded values are not recommended for survey control.
 AW1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1554.See file dsdata.txt to determine how the superseded data were derived.
 AW1554
 AW1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0788285133(NAD 83)
 AW1554_MARKER: DR = REFERENCE MARK DISK
 AW1554_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1554_SP_SET: CURB OF RAMP
 AW1554_STAMPING: MORGAN PT 3 USE NO 3 1973
 AW1554_MARK LOGO: NGS   
 AW1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1554
 AW1554  HISTORY     - Date     Condition        Report By
 AW1554  HISTORY     - 1973     MONUMENTED       NGS
 AW1554  HISTORY     - 1973     GOOD             NGS
 AW1554  HISTORY     - 1978     GOOD             NGS
 AW1554  HISTORY     - 1983     GOOD             LOCSUR
 AW1554  HISTORY     - 1983     GOOD             NGS
 AW1554  HISTORY     - 1987     GOOD             USPSQD
 AW1554  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1554  HISTORY     - 1987     GOOD             NGS
 AW1554  HISTORY     - 19910216 GOOD             USPSQD
 AW1554  HISTORY     - 19971115 GOOD             USPSQD
 AW1554
 AW1554                          STATION DESCRIPTION
 AW1554
 AW1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1554'THE STATION IS LOCATED ABOUT 24 MILES EAST-SOUTHEAST OF HOUSTON,
 AW1554'4 MILES SOUTH OF BAYTOWN, 2-1/2 MILES EAST-NORTHEAST OF
 AW1554'LA PORTE AND AT THE MORGAN POINT CONTAINER TERMINAL DOCK.
 AW1554'
 AW1554'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AW1554'146 AND E. MAIN STREET, WHICH IS LOCATED ON THE EAST EDGE
 AW1554'OF LA PORTE.  GO EASTERLY ON E. MAIN STREET FOR 2.1 MILES
 AW1554'TO FORK, KEEP THE RIGHT FORK AND CONTINUE EASTERLY FOR
 AW1554'0.2 MILES TO THE EAST 1 OF 2 RAMPS LEADING TO DOCK AND STATION.
 AW1554'
 AW1554'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL
 AW1554'HOLE IN THE RETAINING WALL THAT SEPARATES THE TRAFFIC LANE
 AW1554'FROM THE WALK-WAY ON RAMP LEADING TO DOCK AND IS STAMPED
 AW1554'MORGAN PT 3 USE NO 3 1973.  IT IS 33 FEET NORTH OF THE SOUTH
 AW1554'END OF THE RAMP AND 18 FEET SOUTH-SOUTHWEST LAMP-POST.
 AW1554
 AW1554                          STATION RECOVERY (1973)
 AW1554
 AW1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1554'2.5 MI ENE FROM LA PORTE.
 AW1554'FROM THE INTERSECTION OF STATE HIGHWAY 146 AND E. MAIN STREET, LOCATED
 AW1554'ON THE EAST EDGE OF LA PORTE, GO EASTERLY ON E. MAIN STREET FOR 2.1
 AW1554'MILES TO FORK, KEEP THE RIGHT FORK AND CONTINUE EASTERLY FOR 0.2 MILE
 AW1554'TO THE MORGAN POINT CONTAINER TERMINAL DOCK AND MARK.  A STANDARD
 AW1554'REFERENCE MARK DISK, SET IN A DRILL HOLE, IN THE RETAINING WALL THAT
 AW1554'SEPARATES THE TRAFFIC LANE FROM THE WALK-WAY ON THE ENTRANCE RAMP OR
 AW1554'THE WEST 1 OF 2 RAMPS LEADING TO THE DOCK, 33 FEET NORTH OF THE SOUTH
 AW1554'END OF THE RAMP, 18 FEET SOUTH-SOUTHWEST OF A LAMP POST.
 AW1554
 AW1554                          STATION RECOVERY (1978)
 AW1554
 AW1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1554'RECOVERED IN GOOD CONDITION.
 AW1554
 AW1554                          STATION RECOVERY (1983)
 AW1554
 AW1554'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AW1554'STATION FOUND IN GOOD CONDITION.
 AW1554
 AW1554                          STATION RECOVERY (1983)
 AW1554
 AW1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1554'RECOVERED IN GOOD CONDITION.
 AW1554
 AW1554                          STATION RECOVERY (1987)
 AW1554
 AW1554'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1554'RECOVERED IN GOOD CONDITION.
 AW1554
 AW1554                          STATION RECOVERY (1987)
 AW1554
 AW1554'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1554'MARK NOT FOUND.
 AW1554
 AW1554                          STATION RECOVERY (1987)
 AW1554
 AW1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1554'RECOVERED IN GOOD CONDITION.
 AW1554
 AW1554                          STATION RECOVERY (1991)
 AW1554
 AW1554'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 AW1554'RECOVERED IN GOOD CONDITION.
 AW1554
 AW1554                          STATION RECOVERY (1997)
 AW1554
 AW1554'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0808 ***********************************************************************
 CU0808  DESIGNATION -  MORITA
 CU0808  PID         -  CU0808
 CU0808  STATE/COUNTY-  TX/HOWARD
 CU0808  USGS QUAD   -  ELBOW (1978)
 CU0808
 CU0808                         *CURRENT SURVEY CONTROL
 CU0808  ___________________________________________________________________
 CU0808* NAD 83(1993)-  32 11 54.66972(N)    101 36 48.09517(W)     ADJUSTED  
 CU0808* NAVD 88     -       752.597  (meters)    2469.15   (feet)  ADJUSTED  
 CU0808  ___________________________________________________________________
 CU0808  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 CU0808  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 CU0808  DYNAMIC HT  -         751.563 (meters)    2465.75  (feet)  COMP
 CU0808  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 CU0808
 CU0808  HORZ ORDER  -  THIRD
 CU0808  VERT ORDER  -  FIRST     CLASS II
 CU0808
 CU0808.The horizontal coordinates were established by classical geodetic methods
 CU0808.and adjusted by the National Geodetic Survey in February 1996..
 CU0808
 CU0808.The orthometric height was determined by differential leveling
 CU0808.and adjusted by the National Geodetic Survey in June 1991..
 CU0808
 CU0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0808
 CU0808.The geoid height was determined by GEOID03.
 CU0808
 CU0808.The dynamic height is computed by dividing the NAVD 88
 CU0808.geopotential number by the normal gravity value computed on the
 CU0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0808.degrees latitude (g = 980.6199 gals.).
 CU0808
 CU0808.The modeled gravity was interpolated from observed gravity values.
 CU0808
 CU0808;                    North         East     Units Scale Factor Converg.
 CU0808;SPC TXNC     - 2,063,328.157   306,492.569   MT  0.99998258   -1 41 52.8
 CU0808;SPC TXNC     - 6,769,435.80  1,005,551.04   sFT  0.99998258   -1 41 52.8
 CU0808;UTM  14      - 3,565,435.380   253,650.349   MT  1.00034847   -1 23 35.7
 CU0808
 CU0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0808!SPC TXNC     -   0.99988581  x   0.99998258  =   0.99986839
 CU0808!UTM  14      -   0.99988581  x   1.00034847  =   1.00023424
 CU0808
 CU0808:                Primary Azimuth Mark                     Grid Az
 CU0808:SPC TXNC     -  BIG SPRINGS MOBIL CO MICROWAVE           003 08 37.0
 CU0808:UTM  14      -  BIG SPRINGS MOBIL CO MICROWAVE           002 50 19.9
 CU0808
 CU0808|---------------------------------------------------------------------|
 CU0808| PID    Reference Object                     Distance      Geod. Az  |
 CU0808|                                                           dddmmss.s |
 CU0808| CU1120 BIG SPRINGS MOBIL CO MICROWAVE      APPROX. 7.9 KM 0012644.2 |
 CU0808| CU1110 BIG SPRINGS TV STA KWAB MAST        APPROX.16.9 KM 0684029.8 |
 CU0808| CH9106 MORITA RM 1                           8.029 METERS 07345     |
 CU0808| CU1095 BIG SPRINGS TEX ELEC SERV MAST      APPROX.14.8 KM 0793109.7 |
 CU0808| CH9105 MORITA AZ MK                                       2532743.2 |
 CU0808| CU0809 MORITA RM 2                           7.791 METERS 25725     |
 CU0808|---------------------------------------------------------------------|
 CU0808
 CU0808                          SUPERSEDED SURVEY CONTROL
 CU0808
 CU0808  NAD 83(1986)-  32 11 54.67511(N)    101 36 48.08738(W) AD(       ) 3
 CU0808  NAD 27      -  32 11 54.24012(N)    101 36 46.63200(W) AD(       ) 3
 CU0808
 CU0808.Superseded values are not recommended for survey control.
 CU0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0808.See file dsdata.txt to determine how the superseded data were derived.
 CU0808
 CU0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA5365065435(NAD 83)
 CU0808_MARKER: DS = TRIANGULATION STATION DISK
 CU0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0808_SP_SET: CONCRETE POST
 CU0808_STAMPING: MORITA 1968
 CU0808_MARK LOGO: CGS   
 CU0808_PROJECTION: FLUSH
 CU0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0808+STABILITY: SURFACE MOTION
 CU0808
 CU0808  HISTORY     - Date     Condition        Report By
 CU0808  HISTORY     - 1968     MONUMENTED       CGS
 CU0808  HISTORY     - 1982     GOOD             NGS
 CU0808
 CU0808                          STATION DESCRIPTION
 CU0808
 CU0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0808'THE STATION IS LOCATED AIRLINE, ABOUT 7 MILES SOUTHWEST OF BIG
 CU0808'SPRING, 11 MILES NORTHEAST OF STANTON, AND ON THE SERVICE ROAD
 CU0808'RIGHT-OF-WAY NORTH OF INTERSTATE HIGHWAY 20.
 CU0808'
 CU0808'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20
 CU0808'AND U.S. HIGHWAY 87 AT THE NORTH EDGE OF BIG SPRING, GO WEST ON
 CU0808'INTERSTATE HIGHWAY 20 FOR 7.2 MILES TO FARM ROAD 2599 EXIT, BEAR
 CU0808'RIGHT AND FOLLOW EXIT AND A SERVICE ROAD WEST FOR 0.3 MILE TO FARM
 CU0808'ROAD 2599, CONTINUE WEST ON THE SERVICE ROAD FOR 1.25 MILES TO
 CU0808'THE STATION ON THE RIGHT.
 CU0808'
 CU0808'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON
 CU0808'SERVICE ROAD FOR 0.4 MILE TO THE WEST EXIT OF A REST AREA AND THE
 CU0808'MARK AS DESCRIBED.
 CU0808'
 CU0808'THE STATION MARK IS A STANDARD DISK STAMPED MORITA 1968, SET IN
 CU0808'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH TO THE SURFACE OF
 CU0808'THE GROUND.  IT IS 29.5 FEET NORTH OF THE CENTER OF SERVICE ROAD
 CU0808'AND 2.5 FEET SOUTH OF THE WITNESS POST IN THE FENCE LINE.
 CU0808'
 CU0808'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MORITA NO 1 1968, SET
 CU0808'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH TO THE SURFACE
 CU0808'OF THE GROUND.  IT IS 30.0 FEET NORTH OF THE CENTER OF SERVICE
 CU0808'ROAD, 26.8 FEET EAST OF THE WITNESS POST AND 2.0 FEET SOUTH OF THE
 CU0808'FENCE LINE.
 CU0808'
 CU0808'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MORITA NO 2 1968, SET
 CU0808'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH TO THE SURFACE
 CU0808'OF THE GROUND.  IT IS 30.5 FEET NORTH OF THE CENTER OF SERVICE
 CU0808'ROAD, 25.4 FEET WEST OF THE WITNESS POST AND 1.5 FEET SOUTH OF THE
 CU0808'FENCE LINE.
 CU0808'
 CU0808'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MORITA 1968,
 CU0808'CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF A REST AREA EXIT.  IT
 CU0808'IS 70.0 FEET SOUTH OF APPROXIMATE CENTER OF SERVICE ROAD, 42.2
 CU0808'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE
 CU0808'HIGHWAY 20 AND 1.4 FEET SOUTHEAST OF A WITNESS POST.
 CU0808'
 CU0808'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CU0808
 CU0808                          STATION RECOVERY (1982)
 CU0808
 CU0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0808'14.4 KM (8.95 MI) SW FROM BIG SPRING.
 CU0808'14.4 KM (8.95 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0808'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, 0.6 KM (0.35 MI)
 CU0808'NORTHEAST OF THE CENTER OF A REST AREA, 31.1 METERS (102.0 FT)
 CU0808'NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CU0808'HIGHWAY, 8.1 METERS (26.6 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A
 CU0808'FRONTAGE ROAD AND 7.8 METERS (25.6 FT) SOUTHWEST OF REFERENCE MARK 2.
 CU0808'THE MARK IS 0.8 METERS  SSE FROM  A WITNESS POST AND FENCE
 CU0808'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0809 ***********************************************************************
 CU0809  DESIGNATION -  MORITA RM 2
 CU0809  PID         -  CU0809
 CU0809  STATE/COUNTY-  TX/HOWARD
 CU0809  USGS QUAD   -  ELBOW (1978)
 CU0809
 CU0809                         *CURRENT SURVEY CONTROL
 CU0809  ___________________________________________________________________
 CU0809* NAD 83(1986)-  32 11 54.     (N)    101 36 44.     (W)     SCALED    
 CU0809* NAVD 88     -       752.695  (meters)    2469.47   (feet)  ADJUSTED  
 CU0809  ___________________________________________________________________
 CU0809  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 CU0809  DYNAMIC HT  -         751.661 (meters)    2466.07  (feet)  COMP
 CU0809  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 CU0809
 CU0809  VERT ORDER  -  FIRST     CLASS II
 CU0809
 CU0809.The horizontal coordinates were scaled from a topographic map and have
 CU0809.an estimated accuracy of +/- 6 seconds.
 CU0809
 CU0809.The orthometric height was determined by differential leveling
 CU0809.and adjusted by the National Geodetic Survey in June 1991..
 CU0809
 CU0809.The geoid height was determined by GEOID03.
 CU0809
 CU0809.The dynamic height is computed by dividing the NAVD 88
 CU0809.geopotential number by the normal gravity value computed on the
 CU0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0809.degrees latitude (g = 980.6199 gals.).
 CU0809
 CU0809.The modeled gravity was interpolated from observed gravity values.
 CU0809
 CU0809;                    North         East    Units  Estimated Accuracy
 CU0809;SPC TXNC     - 2,063,300.      306,600.      MT  (+/- 180 meters Scaled)
 CU0809
 CU0809                          SUPERSEDED SURVEY CONTROL
 CU0809
 CU0809.No superseded survey control is available for this station.
 CU0809
 CU0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA537654(NAD 83)
 CU0809_MARKER: DR = REFERENCE MARK DISK
 CU0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0809_SP_SET: CONCRETE POST
 CU0809_STAMPING: MORITA NO 2 1968
 CU0809_MARK LOGO: CGS   
 CU0809_PROJECTION: FLUSH
 CU0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0809+STABILITY: SURFACE MOTION
 CU0809
 CU0809  HISTORY     - Date     Condition        Report By
 CU0809  HISTORY     - 1968     MONUMENTED       CGS
 CU0809  HISTORY     - 1982     GOOD             NGS
 CU0809
 CU0809                          STATION DESCRIPTION
 CU0809
 CU0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0809'14.4 KM (8.95 MI) SW FROM BIG SPRING.
 CU0809'14.4 KM (8.95 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0809'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, 0.6 KM (0.35 MI)
 CU0809'NORTHEAST OF THE CENTER OF A REST AREA, 31.1 METERS (102.0 FT)
 CU0809'NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CU0809'HIGHWAY, 8.1 METERS (26.6 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A
 CU0809'SERVICE ROAD AND 7.8 METERS (25.6 FT) NORTHEAST OF THE STATION MARK.
 CU0809'THE MARK IS 6.8 METERS  NE FROM A WITNESS POST.
 CU0809'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0735 ***********************************************************************
 AO0735  DESIGNATION -  MORITO
 AO0735  PID         -  AO0735
 AO0735  STATE/COUNTY-  TX/DIMMIT
 AO0735  USGS QUAD   -  ASHERTON (1982)
 AO0735
 AO0735                         *CURRENT SURVEY CONTROL
 AO0735  ___________________________________________________________________
 AO0735* NAD 83(1993)-  28 25 26.20753(N)    099 48 38.55993(W)     ADJUSTED  
 AO0735* NAVD 88     -       187.3    (meters)     615.     (feet)  VERTCON   
 AO0735  ___________________________________________________________________
 AO0735  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AO0735  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AO0735
 AO0735  HORZ ORDER  -  FIRST
 AO0735
 AO0735.The horizontal coordinates were established by classical geodetic methods
 AO0735.and adjusted by the National Geodetic Survey in February 1996..
 AO0735
 AO0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0735
 AO0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0735
 AO0735.The geoid height was determined by GEOID03.
 AO0735
 AO0735;                    North         East     Units Scale Factor Converg.
 AO0735;SPC TXSC     - 4,065,733.666   520,572.753   MT  0.99998859   -0 23 49.8
 AO0735;SPC TXSC     -13,338,994.54  1,707,912.44   sFT  0.99998859   -0 23 49.8
 AO0735;UTM  14      - 3,144,433.943   420,601.523   MT  0.99967780   -0 23 09.3
 AO0735
 AO0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0735!SPC TXSC     -   0.99997432  x   0.99998859  =   0.99996291
 AO0735!UTM  14      -   0.99997432  x   0.99967780  =   0.99965213
 AO0735
 AO0735:                Primary Azimuth Mark                     Grid Az
 AO0735:SPC TXSC     -  MORITO AZ MK                             054 56 39.3
 AO0735:UTM  14      -  MORITO AZ MK                             054 55 58.8
 AO0735
 AO0735|---------------------------------------------------------------------|
 AO0735| PID    Reference Object                     Distance      Geod. Az  |
 AO0735|                                                           dddmmss.s |
 AO0735| CV4866 MORITO AZ MK                                       0543249.5 |
 AO0735| CV4868 MORITO RM 2                          13.398 METERS 23134     |
 AO0735| CV4867 MORITO RM 1                          23.682 METERS 33610     |
 AO0735|---------------------------------------------------------------------|
 AO0735
 AO0735                          SUPERSEDED SURVEY CONTROL
 AO0735
 AO0735  NAD 83(1986)-  28 25 26.20441(N)    099 48 38.53700(W) AD(       ) 1
 AO0735  NAD 27      -  28 25 25.24311(N)    099 48 37.34810(W) AD(       ) 1
 AO0735  NGVD 29 (07/19/86)  187.2    (m)          614.     (f) VERT ANG       
 AO0735
 AO0735.Superseded values are not recommended for survey control.
 AO0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0735.See file dsdata.txt to determine how the superseded data were derived.
 AO0735
 AO0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2060244434(NAD 83)
 AO0735_MARKER: DS = TRIANGULATION STATION DISK
 AO0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0735+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 AO0735
 AO0735  HISTORY     - Date     Condition        Report By
 AO0735  HISTORY     - 1972     MONUMENTED       NGS
 AO0735  HISTORY     - 19970712 GOOD             USPSQD
 AO0735  HISTORY     - 20040119 GOOD             INDIV
 AO0735
 AO0735                          STATION DESCRIPTION
 AO0735
 AO0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0735'THE STATION IS ABOUT 7 MILES SOUTH AND 3 MILES EAST OF CARRIZO
 AO0735'SPRINGS, 3 MILES WEST AND 1-1/2 MILES SOUTH OF ASHERTON, ON THE
 AO0735'SOUTHEAST RIGHT-OF-WAY OF FARM ROAD 1916.
 AO0735'
 AO0735'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 AO0735'ROAD 190 IN ASHERTON, GO WEST AND NORTHWEST ON FARM ROAD 190 FOR
 AO0735'1.25 MILES TO THE JUNCTION WITH FARM ROAD 1916.  TURN LEFT AND GO
 AO0735'SOUTHWEST ON FARM ROAD 1916 FOR 2.3 MILES TO THE AZIMUTH MARK
 AO0735'ON THE LEFT.  CONTINUE SOUTHWEST ON FARM ROAD 1916 FOR 0.4 MILE TO
 AO0735'THE STATION THE LEFT.
 AO0735'
 AO0735'STATION MARKS ARE STANDARD DISKS, STAMPED MORITO 1972.  THE SURFACE
 AO0735'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0735'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 41.0 FEET
 AO0735'SOUTHWEST OF THE CENTER OF A GATE, 38.5 FEET SOUTHEAST OF THE CENTER
 AO0735'OF FARM ROAD 1916, 5.7 FEET NORTH-NORTHEAST OF A WITNESS POST AND
 AO0735'3.3 FEET NORTHWEST OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN
 AO0735'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AO0735'
 AO0735'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MORITO NO 1 1972, SET
 AO0735'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0735'2 INCHES ABOVE THE GROUND. IT IS 39.0 FEET NORTHEAST OF A POWER
 AO0735'LINE POLE, 38.5 FEET NORTHWEST OF THE CENTER OF FARM ROAD 1916, 1.3
 AO0735'FEET SOUTHEAST OF A FENCE AND ABOUT 2 FEET HIGHER THAN THE
 AO0735'STATION.
 AO0735'
 AO0735'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MORITO NO 2 1972, SET
 AO0735'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0735'4 INCHES ABOVE THE GROUND.  IT IS 40.0 FEET SOUTHEAST OF THE CENTER
 AO0735'OF FARM ROAD 1916, 39.0 FEET SOUTHWEST OF THE WITNESS POST, 0.7
 AO0735'FOOT NORTHWEST OF A FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AO0735'
 AO0735'AZIMUTH MARK IS A STANDARD DISK, STAMPED MORITO 1972, SET IN THE TOP
 AO0735'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4 INCHES
 AO0735'ABOVE THE GROUND.  IT IS 39.5 FEET SOUTHEAST OF THE CENTER OF FARM
 AO0735'ROAD 1916, 3.4 FEET NORTHEAST OF A WITNESS POST AND 1.0 FOOT
 AO0735'NORTHWEST OF A FENCE.
 AO0735'
 AO0735'HEIGHT OF LIGHT ABOVE STATION MARK 2.03 METERS.
 AO0735
 AO0735                          STATION RECOVERY (1997)
 AO0735
 AO0735'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0735'RECOVERED IN GOOD CONDITION.
 AO0735
 AO0735                          STATION RECOVERY (2004)
 AO0735
 AO0735'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AO0735'REFERENCE MARK 1 SEARCHED FOR AND NOT FOUND
 AO0735' 
 AO0735'REFERENCE MARK 2 FOUND IN GOOD CONDITION
 AO0735' 
 AO0735'AZIMUTH MARK NOT SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1240 ***********************************************************************
 DN1240  DESIGNATION -  MORMON
 DN1240  PID         -  DN1240
 DN1240  STATE/COUNTY-  TX/GRAYSON
 DN1240  USGS QUAD   -  DORCHESTER (1974)
 DN1240
 DN1240                         *CURRENT SURVEY CONTROL
 DN1240  ___________________________________________________________________
 DN1240* NAD 83(1993)-  33 33 42.73256(N)    096 41 52.67040(W)     ADJUSTED  
 DN1240* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 DN1240  ___________________________________________________________________
 DN1240  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 DN1240  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DN1240
 DN1240  HORZ ORDER  -  SECOND
 DN1240
 DN1240.The horizontal coordinates were established by classical geodetic methods
 DN1240.and adjusted by the National Geodetic Survey in February 1996..
 DN1240
 DN1240.The orthometric height was scaled from a topographic map.
 DN1240
 DN1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1240
 DN1240.The geoid height was determined by GEOID03.
 DN1240
 DN1240;                    North         East     Units Scale Factor Converg.
 DN1240;SPC TXNC     - 2,211,597.417   767,307.646   MT  0.99991216   +0 58 58.2
 DN1240;SPC TXNC     - 7,255,882.53  2,517,408.50   sFT  0.99991216   +0 58 58.2
 DN1240;UTM  14      - 3,715,952.808   713,695.766   MT  1.00016302   +1 16 23.3
 DN1240
 DN1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1240!SPC TXNC     -   0.99996147  x   0.99991216  =   0.99987364
 DN1240!UTM  14      -   0.99996147  x   1.00016302  =   1.00012449
 DN1240
 DN1240:                Primary Azimuth Mark                     Grid Az
 DN1240:SPC TXNC     -  MORMON AZ MK                             115 11 23.9
 DN1240:UTM  14      -  MORMON AZ MK                             114 53 58.8
 DN1240
 DN1240|---------------------------------------------------------------------|
 DN1240| PID    Reference Object                     Distance      Geod. Az  |
 DN1240|                                                           dddmmss.s |
 DN1240| CY2605 MORMON AZ MK                                       1161022.1 |
 DN1240| DN1238 BM                                   66.004 METERS 20454     |
 DN1240| CY2606 MORMON RM 1                          31.858 METERS 23230     |
 DN1240|---------------------------------------------------------------------|
 DN1240
 DN1240                          SUPERSEDED SURVEY CONTROL
 DN1240
 DN1240  NAD 83(1993)-  33 33 42.73452(N)    096 41 52.66739(W) AD(       ) 2
 DN1240  NAD 83(1986)-  33 33 42.73849(N)    096 41 52.66070(W) AD(       ) 2
 DN1240  NAD 27      -  33 33 42.34580(N)    096 41 51.67790(W) AD(       ) 2
 DN1240
 DN1240.Superseded values are not recommended for survey control.
 DN1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1240.See file dsdata.txt to determine how the superseded data were derived.
 DN1240
 DN1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1369615953(NAD 83)
 DN1240_MARKER: DS = TRIANGULATION STATION DISK
 DN1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1240
 DN1240  HISTORY     - Date     Condition        Report By
 DN1240  HISTORY     - 1957     MONUMENTED       CGS
 DN1240  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1240
 DN1240                          STATION DESCRIPTION
 DN1240
 DN1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1240'STATION IS LOCATED ABOUT 8.5 MILES NORTH OF GUNTER, 7 MILES
 DN1240'SOUTHWEST OF SHERMAN, 6 MILES NORTHWEST OF HOWE, AND 6 MILES
 DN1240'SOUTHEAST OF SOUTHMAYD.  THE STATION MARK IS SET ON THE NORTH
 DN1240'SIDE OF A SMALL LOT, 266 FEET NORTH OF THE CENTER OF A GRAVELED
 DN1240'ROAD, 133 FEET NORTHEAST OF A POWER LINE POLE, 49 FEET EAST
 DN1240'OF THE SOUTHEAST CORNER OF A SMALL SHED, 42 FEET EAST OF
 DN1240'THE NORTHEAST CORNER OF SMALL SHED, 30 FEET WEST OF A FENCE
 DN1240'CORNER AND IS 12 INCHES UNDERGROUND.  IT IS STAMPED MORMON
 DN1240'1957.
 DN1240'
 DN1240'REFERENCE MARK NO. 1 IS SET 46 FEET SOUTHWEST OF THE SOUTHWEST
 DN1240'CORNER OF A SMALL SHED, 40 FEET NORTH OF A POWER LINE POLE,
 DN1240'36 FEET EAST OF THE SOUTHEAST CORNER OF FARM HOUSE AND IS
 DN1240'SET FLUSH.  IT IS STAMPED MORMON NO 1 1957.
 DN1240'
 DN1240'U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED AS A REFERENCE
 DN1240'MARK.  IT IS 55 FEET NORTH OF CENTER OF A GRAVELED ROAD, 9
 DN1240'FEET EAST OF THE CENTER OF DRIVE-WAY INTO FARM HOUSE, 2
 DN1240'FEET EAST OF A FENCE CORNER AND SET FLUSH.  IT HAS NO STAMPING.
 DN1240'
 DN1240'AZIMUTH MARK IS 21 FEET NORTH OF THE CENTER OF A GRAVELED
 DN1240'ROAD, 2 FEET WEST OF A WITNESS POST, 1 FOOT NORTH OF A FENCE
 DN1240'AND PROJECTS 4 INCHES.  IT IS STAMPED MORMON 1957.
 DN1240'
 DN1240'TO REACH THE STATION FROM THE POST OFFICE IN SHERMAN GO SOUTH
 DN1240'ON TRAVIS STREET FOR 2 BLOCKS TO U.S. HIGHWAY 82, TURN RIGHT
 DN1240'ON U.S. HIGHWAY 82 AND GO WEST FOR 5 MILES TO JUNCTION WITH
 DN1240'STATE HIGHWAY 289, TURN LEFT ON STATE HIGHWAY 289 AND GO
 DN1240'SOUTH FOR 4.0 MILES TO A CROSSROAD, TURN LEFT AND GO EAST
 DN1240'FOR 0.4 MILE TO A FARM HOUSE ON THE LEFT AND STATION ON
 DN1240'THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 DN1240'STATION GO EAST ON GRAVELED ROAD FOR 0.4 MILE TO A FORKS,
 DN1240'TAKE THE LEFT FORK AND GO EAST FOR 0.05 MILE TO THE MARK
 DN1240'ON THE LEFT AS DESCRIBED.
 DN1240'
 DN1240'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 DN1240
 DN1240                          STATION RECOVERY (1995)
 DN1240
 DN1240'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0432 ***********************************************************************
 CD0432  DESIGNATION -  MORRIS
 CD0432  PID         -  CD0432
 CD0432  STATE/COUNTY-  TX/HUDSPETH
 CD0432  USGS QUAD   -  SALT FLAT (1984)
 CD0432
 CD0432                         *CURRENT SURVEY CONTROL
 CD0432  ___________________________________________________________________
 CD0432* NAD 83(1993)-  31 44 56.57084(N)    105 03 30.74511(W)     ADJUSTED  
 CD0432* NAVD 88     -      1108.339  (meters)    3636.28   (feet)  ADJUSTED  
 CD0432  ___________________________________________________________________
 CD0432  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 CD0432  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD0432  DYNAMIC HT  -        1106.693 (meters)    3630.88  (feet)  COMP
 CD0432  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 CD0432
 CD0432  HORZ ORDER  -  FIRST
 CD0432  VERT ORDER  -  FIRST     CLASS I
 CD0432
 CD0432.The horizontal coordinates were established by classical geodetic methods
 CD0432.and adjusted by the National Geodetic Survey in February 1996..
 CD0432
 CD0432.The orthometric height was determined by differential leveling
 CD0432.and adjusted by the National Geodetic Survey in June 1991..
 CD0432
 CD0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0432
 CD0432.The geoid height was determined by GEOID03.
 CD0432
 CD0432.The dynamic height is computed by dividing the NAVD 88
 CD0432.geopotential number by the normal gravity value computed on the
 CD0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0432.degrees latitude (g = 980.6199 gals.).
 CD0432
 CD0432.The modeled gravity was interpolated from observed gravity values.
 CD0432
 CD0432;                    North         East     Units Scale Factor Converg.
 CD0432;SPC TX C     - 3,240,357.455   252,438.042   MT  0.99996669   -2 26 01.5
 CD0432;SPC TX C     -10,631,072.75    828,207.14   sFT  0.99996669   -2 26 01.5
 CD0432;UTM  13      - 3,512,621.538   494,455.547   MT  0.99960038   -0 01 50.9
 CD0432
 CD0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0432!SPC TX C     -   0.99982959  x   0.99996669  =   0.99979629
 CD0432!UTM  13      -   0.99982959  x   0.99960038  =   0.99943004
 CD0432
 CD0432:                Primary Azimuth Mark                     Grid Az
 CD0432:SPC TX C     -  EL PASO FORT WORTH AWY BCN 8 B           080 58 38.2
 CD0432:UTM  13      -  EL PASO FORT WORTH AWY BCN 8 B           078 34 27.6
 CD0432
 CD0432|---------------------------------------------------------------------|
 CD0432| PID    Reference Object                     Distance      Geod. Az  |
 CD0432|                                                           dddmmss.s |
 CD0432| CD0997 EL PASO FORT WORTH AWY BCN 8 B      APPROX.13.4 KM 0783236.7 |
 CD0432| CD0433 MORRIS RM 1                          26.182 METERS 17539     |
 CD0432| CH9111 MORRIS AZ MK                                       2192052.8 |
 CD0432| CD0431 MORRIS RM 2                          14.745 METERS 25711     |
 CD0432| CD1004 EL PASO FORT WORTH AWY BCN 8 A      APPROX. 2.2 KM 2610740.6 |
 CD0432|---------------------------------------------------------------------|
 CD0432
 CD0432                          SUPERSEDED SURVEY CONTROL
 CD0432
 CD0432  NAD 83(1993)-  31 44 56.57192(N)    105 03 30.74356(W) AD(       ) 1
 CD0432  NAD 83(1986)-  31 44 56.57208(N)    105 03 30.74350(W) AD(       ) 1
 CD0432  NAD 27      -  31 44 56.15400(N)    105 03 28.92800(W) AD(       ) 1
 CD0432  NGVD 29 (??/??/92) 1107.828  (m)         3634.60   (f) ADJ UNCH    1 1
 CD0432
 CD0432.Superseded values are not recommended for survey control.
 CD0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0432.See file dsdata.txt to determine how the superseded data were derived.
 CD0432
 CD0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR9445612622(NAD 83)
 CD0432_MARKER: DS = TRIANGULATION STATION DISK
 CD0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0432_STAMPING: MORRIS 1934
 CD0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0432+STABILITY: SURFACE MOTION
 CD0432
 CD0432  HISTORY     - Date     Condition        Report By
 CD0432  HISTORY     - 1934     MONUMENTED       CGS
 CD0432  HISTORY     - 1944     GOOD             CGS
 CD0432  HISTORY     - 1958     GOOD             NGS
 CD0432  HISTORY     - 1977     GOOD             NGS
 CD0432
 CD0432                          STATION DESCRIPTION
 CD0432
 CD0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD0432'ABOUT 1.5 MILES EAST OF THE SALT FLAT SERVICE STATION AND
 CD0432'ABOUT 200 YARDS NORTH OF U.S. HIGHWAY 62, ON FLAT, BARREN
 CD0432'GROUND.  STATION IS A CORNER BETWEEN TOWNSHIPS 2 AND 3, AND
 CD0432'BLOCKS 67 AND 68.
 CD0432'
 CD0432'TO REACH FROM THE SALT FLAT SERVICE STATION, GO EAST ON U.S.
 CD0432'HIGHWAY 62 FOR 1.25 MILES TO A CATTLE GUARD, CONTINUE ON THE
 CD0432'HIGHWAY 0.2 MILE, THEN TURN LEFT (NORTH) OFF THE HIGHWAY AND
 CD0432'DRIVE ACROSS COUNTRY ABOUT 200 YARDS TO THE STATION.
 CD0432'
 CD0432'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CD0432'BRONZE DISKS SET IN CONCRETE.
 CD0432'
 CD0432'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION ON, OR NEAR,
 CD0432'THE NORTH RIGHT-OF-WAY LINE OF U.S. HIGHWAY 62.  THERE IS A
 CD0432'CATTLE GUARD ABOUT 100 YARDS WEST OF THIS MARK.
 CD0432
 CD0432                          STATION RECOVERY (1944)
 CD0432
 CD0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (SCM)
 CD0432'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 CD0432'STILL GOOD.
 CD0432
 CD0432                          STATION RECOVERY (1958)
 CD0432
 CD0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0432'81.0 MI E FROM EL PASO.
 CD0432'ABOUT 80.9 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0432'OF LOOP 16 AT EL PASO, THENCE ABOUT 0.1 MILE NORTH ACROSS A PASTURE.
 CD0432'86 FEET NORTHWEST OF MORRIS R.M. 1, 48 FEET NORTHEAST OF MORRIS R.M.
 CD0432'2, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CD0432
 CD0432                          STATION RECOVERY (1977)
 CD0432
 CD0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0432'22.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0432'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 2 MILES EAST OF THE
 CD0432'POST OFFICE AT SALT FLAT, THENCE 0.1 MILE NORTH ACROSS COUNTRY,
 CD0432'48 FT. NORTHEAST OF RM 2, 86 FT. NORTHWEST OF RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1105 ***********************************************************************
 CR1105  DESIGNATION -  MORRIS
 CR1105  PID         -  CR1105
 CR1105  STATE/COUNTY-  TX/PANOLA
 CR1105  USGS QUAD   -  PANOLA (1976)
 CR1105
 CR1105                         *CURRENT SURVEY CONTROL
 CR1105  ___________________________________________________________________
 CR1105* NAD 83(1993)-  32 21 00.15209(N)    094 02 34.91511(W)     ADJUSTED  
 CR1105* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 CR1105  ___________________________________________________________________
 CR1105  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CR1105  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CR1105
 CR1105  HORZ ORDER  -  SECOND
 CR1105
 CR1105.The horizontal coordinates were established by classical geodetic methods
 CR1105.and adjusted by the National Geodetic Survey in February 1996..
 CR1105
 CR1105.The orthometric height was scaled from a topographic map.
 CR1105
 CR1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1105
 CR1105.The geoid height was determined by GEOID03.
 CR1105
 CR1105;                    North         East     Units Scale Factor Converg.
 CR1105;SPC TXNC     - 2,084,678.594 1,019,396.967   MT  0.99994703   +2 25 50.9
 CR1105;SPC TXNC     - 6,839,483.02  3,344,471.55   sFT  0.99994703   +2 25 50.9
 CR1105;SPC LA N     -   206,159.692   854,763.890   MT  0.99994312   -0 48 56.9
 CR1105;SPC LA N     -   676,375.59  2,804,337.86   sFT  0.99994312   -0 48 56.9
 CR1105;UTM  15      - 3,579,714.361   401,853.851   MT  0.99971879   -0 33 29.4
 CR1105
 CR1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1105!SPC TXNC     -   0.99998697  x   0.99994703  =   0.99993400
 CR1105!SPC LA N     -   0.99998697  x   0.99994312  =   0.99993009
 CR1105!UTM  15      -   0.99998697  x   0.99971879  =   0.99970576
 CR1105
 CR1105:                Primary Azimuth Mark                     Grid Az
 CR1105:SPC TXNC     -  MORRIS AZ MK                             357 43 50.2
 CR1105:SPC LA N     -  MORRIS AZ MK                             000 58 38.0
 CR1105:UTM  15      -  MORRIS AZ MK                             000 43 10.5
 CR1105
 CR1105|---------------------------------------------------------------------|
 CR1105| PID    Reference Object                     Distance      Geod. Az  |
 CR1105|                                                           dddmmss.s |
 CR1105| CX6779 MORRIS AZ MK                                       0000941.1 |
 CR1105| CQ3224 GREENWOOD LOOKOUT TOWER             APPROX. 7.1 KM 0354716.2 |
 CR1105| CR1106 LOUISIANA CONT SURVEY MON            29.079 METERS 05051     |
 CR1105| CX6780 MORRIS RM 2                          26.314 METERS 17439     |
 CR1105| CR1107 PANOLA UNITED GAS PLINE LGE TK      APPROX. 4.7 KM 2751147.1 |
 CR1105|---------------------------------------------------------------------|
 CR1105
 CR1105                          SUPERSEDED SURVEY CONTROL
 CR1105
 CR1105  NAD 83(1993)-  32 21 00.15586(N)    094 02 34.91179(W) AD(       ) 2
 CR1105  NAD 83(1986)-  32 21 00.16184(N)    094 02 34.90570(W) AD(       ) 2
 CR1105  NAD 27      -  32 20 59.59380(N)    094 02 34.23540(W) AD(       ) 2
 CR1105
 CR1105.Superseded values are not recommended for survey control.
 CR1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1105.See file dsdata.txt to determine how the superseded data were derived.
 CR1105
 CR1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0185479714(NAD 83)
 CR1105_MARKER: DS = TRIANGULATION STATION DISK
 CR1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1105
 CR1105  HISTORY     - Date     Condition        Report By
 CR1105  HISTORY     - 1958     MONUMENTED       CGS
 CR1105  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR1105
 CR1105                          STATION DESCRIPTION
 CR1105
 CR1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1105'THE STATION IS LOCATED ON OR NEAR THE TEXAS-LOUISIANA STATE
 CR1105'LINE, ABOUT 1.5 MILES SOUTH OF BETHANY, 98 FEET SOUTH OF
 CR1105'A CATTLE GUARD, 47 FEET WEST OF THE CENTER OF A OILED ROAD
 CR1105'AND 10 FEET WEST OF A WIRE FENCE AND WITNESS POST.  THE
 CR1105'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 CR1105'STAMPED MORRIS 1958.
 CR1105'
 CR1105'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF AN
 CR1105'OILED ROAD AND 3 FEET WEST OF A WIRE FENCE.  THE MARK IS
 CR1105'A PIECE OF ANGLE IRON SET IN THE GROUND, PROJECTS 36 INCHES
 CR1105'ABOVE THE SURFACE OF THE GROUND AND HAS A SIGN BOLTED ON
 CR1105'THAT READS LOUISIANA CONTROL SURVEY MONUMENT.  THE TOP AND
 CR1105'CENTER WAS THE POINT INTERSECTED.
 CR1105'
 CR1105'REFERENCE MARK NO. 2 IS 38 FEET WEST OF THE CENTER OF AN
 CR1105'OILED ROAD AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS
 CR1105'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1105'MORRIS NO 2 1958.
 CR1105'
 CR1105'AZIMUTH MARK IS 50 FEET WEST OF THE CENTER OF AN OILED ROAD,
 CR1105'22 FEET NORTHEAST OF A CATTLE GUARD, 2 FEET WEST OF A WITNESS
 CR1105'POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS
 CR1105'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1105'MORRIS 1958.
 CR1105'
 CR1105'TO REACH THE STATION FROM THE POST OFFICE IN BETHANY, GO
 CR1105'WEST ON U.S. HIGHWAY NO. 79 FOR 0.05 MILE TO A CROSS ROAD,
 CR1105'TURN LEFT ON THE OILED ROAD AND GO SOUTH FOR 1.2 MILES TO
 CR1105'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH
 CR1105'ON OILED ROAD FOR 0.3 MILES TO THE STATION ON THE RIGHT
 CR1105'AS DESCRIBED.
 CR1105'
 CR1105'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1105
 CR1105                          STATION RECOVERY (1998)
 CR1105
 CR1105'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1433 ***********************************************************************
 DM1433  DESIGNATION -  MORRIS
 DM1433  PID         -  DM1433
 DM1433  STATE/COUNTY-  TX/LAMAR
 DM1433  USGS QUAD   -  PARIS (1984)
 DM1433
 DM1433                         *CURRENT SURVEY CONTROL
 DM1433  ___________________________________________________________________
 DM1433* NAD 83(1993)-  33 39 40.37802(N)    095 36 56.39545(W)     ADJUSTED  
 DM1433* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 DM1433  ___________________________________________________________________
 DM1433  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DM1433  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM1433
 DM1433  HORZ ORDER  -  THIRD
 DM1433
 DM1433.The horizontal coordinates were established by classical geodetic methods
 DM1433.and adjusted by the National Geodetic Survey in February 1996..
 DM1433
 DM1433.The orthometric height was scaled from a topographic map.
 DM1433
 DM1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1433
 DM1433.The geoid height was determined by GEOID03.
 DM1433
 DM1433;                    North         East     Units Scale Factor Converg.
 DM1433;SPC TXNC     - 2,224,852.566   867,469.241   MT  0.99992908   +1 34 23.2
 DM1433;SPC TXNC     - 7,299,370.46  2,846,022.00   sFT  0.99992908   +1 34 23.2
 DM1433;UTM  15      - 3,727,663.211   257,461.533   MT  1.00032527   -1 27 01.9
 DM1433
 DM1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1433!SPC TXNC     -   0.99997676  x   0.99992908  =   0.99990584
 DM1433!UTM  15      -   0.99997676  x   1.00032527  =   1.00030202
 DM1433
 DM1433:                Primary Azimuth Mark                     Grid Az
 DM1433:SPC TXNC     -  PARIS RADIO STA KFTV MAST                041 17 50.7
 DM1433:UTM  15      -  PARIS RADIO STA KFTV MAST                044 19 15.8
 DM1433
 DM1433|---------------------------------------------------------------------|
 DM1433| PID    Reference Object                     Distance      Geod. Az  |
 DM1433|                                                           dddmmss.s |
 DM1433| DM1428 PARIS RADIO STA KFTV MAST           APPROX. 9.2 KM 0425213.9 |
 DM1433| DM1427 PARIS LAMAR CO ELEC COOP MAST       APPROX. 5.7 KM 0734234.4 |
 DM1433| DM1425 PARIS NW MUNICIPAL TANK             APPROX. 5.1 KM 0851836.2 |
 DM1433| DM1432 PARIS MUNICIPAL STANDPIPE           APPROX. 6.3 KM 0913942.3 |
 DM1433| DM1426 PARIS TEX P AND L CO RAD MAST       APPROX. 4.4 KM 0971931.1 |
 DM1433| DM1431 PARIS SW MUNICIPAL TANK             APPROX. 5.5 KM 1001359.7 |
 DM1433| DM1430 PARIS RADIO STA KPLT MAST           APPROX. 6.4 KM 1161108.6 |
 DM1433| DM1429 16 S USGS 1951                       16.995 METERS 18648     |
 DM1433| CY2607 MORRIS AZ MK                                       2600852.5 |
 DM1433| CY2608 MORRIS RM 2                          22.872 METERS 35447     |
 DM1433|---------------------------------------------------------------------|
 DM1433
 DM1433                          SUPERSEDED SURVEY CONTROL
 DM1433
 DM1433  NAD 83(1993)-  33 39 40.37902(N)    095 36 56.39444(W) AD(       ) 3
 DM1433  NAD 83(1986)-  33 39 40.38469(N)    095 36 56.38451(W) AD(       ) 3
 DM1433  NAD 27      -  33 39 40.01000(N)    095 36 55.52800(W) AD(       ) 3
 DM1433
 DM1433.Superseded values are not recommended for survey control.
 DM1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1433.See file dsdata.txt to determine how the superseded data were derived.
 DM1433
 DM1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5746227663(NAD 83)
 DM1433_MARKER: DS = TRIANGULATION STATION DISK
 DM1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1433_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1433
 DM1433  HISTORY     - Date     Condition        Report By
 DM1433  HISTORY     - 1951     MONUMENTED       CGS
 DM1433  HISTORY     - 1965     GOOD             CGS
 DM1433  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM1433
 DM1433                          STATION DESCRIPTION
 DM1433
 DM1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1433'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF THE CENTER OF
 DM1433'PARIS JUST NORTH OF THE RIGHT OF WAY OF U.S. HIGHWAY 82.
 DM1433'STATION IS 17 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 DM1433'DRIVEWAY, 17 FEET SOUTHWEST OF TELEPHONE POLE AND 8 FEET EAST
 DM1433'OF FENCE.  THE MARK IS ABOUT 1 FOOT BELOW THE SURFACE AND
 DM1433'THE DISK IS STAMPED MORRIS 1951.
 DM1433'
 DM1433'A TRAVERSE CONNECTION WAS MADE TO 16S 1946 (USGS) WHICH WAS
 DM1433'USED AS REFERENCE MARK NO. 1.  THE MARK IS 62 FEET NORTH OF
 DM1433'THE CENTERLINE OF U.S. HIGHWAY 82, 21 FEET WEST OF THE APPROXIMATE
 DM1433'CENTERLINE OF DRIVEWAY AND 3 FEET NORTHEAST OF FENCE CORNER.
 DM1433'THE MARK IS A 1 FOOT CONCRETE BLOCK WITH STANDARD DISK,
 DM1433'PROJECTS ABOUT 1 FOOT AND IS STAMPED 16S 1946.
 DM1433'
 DM1433'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE APPROXIMATE
 DM1433'CENTERLINE OF DRIVEWAY AND 1 FOOT EAST OF FENCE.  THE MARK
 DM1433'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MORRIS NO
 DM1433'2 1951.
 DM1433'
 DM1433'AZIMUTH MARK IS 59 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 DM1433'82, 52 FEET EAST OF THE APPROXIMATE CENTERLINE OF DRIVEWAY
 DM1433'AND 1.5 FEET EAST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 DM1433'4 INCHES AND THE DISK IS STAMPED MORRIS 1951.
 DM1433'
 DM1433'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN PARIS GO
 DM1433'WEST ON U.S. HIGHWAY 82 FOR 3.45 MILES TO DRIVEWAY AND STATION
 DM1433'ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.  CONTINUE WESTERLY
 DM1433'ON U.S. HIGHWAY 82 FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT OR
 DM1433'NORTH SIDE OF ROAD AS DESCRIBED.
 DM1433'
 DM1433'A 90 FOOT SIGNAL AT STATION PARIS MAGNETIC 1935 IS V.G.
 DM1433'
 DM1433'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1433
 DM1433                          STATION RECOVERY (1965)
 DM1433
 DM1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 DM1433'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DM1433'AS DESCRIBED AND WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE
 DM1433'MARK 2 WAS FOUND TO BE 1 FOOT WEST OF THE FENCE.
 DM1433'
 DM1433'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 DM1433
 DM1433                          STATION RECOVERY (1995)
 DM1433
 DM1433'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0807 ***********************************************************************
 CC0807  DESIGNATION -  MORRIS
 CC0807  PID         -  CC0807
 CC0807  STATE/COUNTY-  TX/REEVES
 CC0807  USGS QUAD   -  OLD X RANCH (1981)
 CC0807
 CC0807                         *CURRENT SURVEY CONTROL
 CC0807  ___________________________________________________________________
 CC0807* NAD 83(1993)-  31 20 06.91167(N)    103 16 53.87569(W)     ADJUSTED  
 CC0807* NAVD 88     -       811.95   (+/-2cm)    2663.9    (feet)  VERTCON   
 CC0807  ___________________________________________________________________
 CC0807  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CC0807  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CC0807
 CC0807  HORZ ORDER  -  SECOND
 CC0807  VERT ORDER  -  THIRD ? (See Below)
 CC0807
 CC0807.The horizontal coordinates were established by classical geodetic methods
 CC0807.and adjusted by the National Geodetic Survey in February 1996..
 CC0807
 CC0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0807.The vertical order pertains to the NGVD 29 superseded value.
 CC0807
 CC0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0807
 CC0807.The geoid height was determined by GEOID03.
 CC0807
 CC0807;                    North         East     Units Scale Factor Converg.
 CC0807;SPC TX C     - 3,188,690.395   419,476.078   MT  0.99989866   -1 31 06.8
 CC0807;SPC TX C     -10,461,561.74  1,376,231.10   sFT  0.99989866   -1 31 06.8
 CC0807;UTM  13      - 3,468,032.500   663,480.432   MT  0.99992965   +0 53 37.8
 CC0807
 CC0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0807!SPC TX C     -   0.99987629  x   0.99989866  =   0.99977496
 CC0807!UTM  13      -   0.99987629  x   0.99992965  =   0.99980595
 CC0807
 CC0807|---------------------------------------------------------------------|
 CC0807| PID    Reference Object                     Distance      Geod. Az  |
 CC0807|                                                           dddmmss.s |
 CC0807| CH9113 MORRIS RM 1                          32.818 METERS 08401     |
 CC0807| CH9114 MORRIS RM 2                          22.711 METERS 19905     |
 CC0807| CH9112 MORRIS AZ MK                                       2910821.4 |
 CC0807| CC0809 PECOS WATER TANK                    APPROX.22.9 KM 2961108.9 |
 CC0807|---------------------------------------------------------------------|
 CC0807
 CC0807                          SUPERSEDED SURVEY CONTROL
 CC0807
 CC0807  NAD 83(1986)-  31 20 06.91217(N)    103 16 53.86981(W) AD(       ) 2
 CC0807  NAD 27      -  31 20 06.42100(N)    103 16 52.26900(W) AD(       ) 2
 CC0807  NGVD 29 (07/19/86)  811.69   (m)         2663.0    (f) LEVELING    3  
 CC0807
 CC0807.Superseded values are not recommended for survey control.
 CC0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0807.See file dsdata.txt to determine how the superseded data were derived.
 CC0807
 CC0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ6348068033(NAD 83)
 CC0807_MARKER: DS = TRIANGULATION STATION DISK
 CC0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0807
 CC0807  HISTORY     - Date     Condition        Report By
 CC0807  HISTORY     - 1935     MONUMENTED       CGS
 CC0807  HISTORY     - 1945     GOOD             CGS
 CC0807  HISTORY     - 1946     GOOD             LOCENG
 CC0807  HISTORY     - 1949     GOOD             CGS
 CC0807  HISTORY     - 1960     GOOD             CGS
 CC0807  HISTORY     - 1962     GOOD             CGS
 CC0807
 CC0807                          STATION DESCRIPTION
 CC0807
 CC0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0807'STATION IS ABOUT 14 MILES ESE OF PECOS AND IS LOCATED ON
 CC0807'A BROAD RIDGE.  IT IS 6-1/2 MILES E OF THE NE OF TOYAH LAKE
 CC0807'AND IS NEAR THE HIGHEST POINT REACHED BY THE ROAD.  THE MARK
 CC0807'IS 70 FEET S OF THE CENTER OF THE GRADED ROAD AND PROJECTS
 CC0807'6 INCHES.
 CC0807'
 CC0807'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0807'BRONZE DISKS SET IN CONCRETE.
 CC0807'
 CC0807'REFERENCE MARK NO. 1 IS ENE OF THE STATION.  IT IS 25 FEET
 CC0807'S OF THE CENTER OF THE ROAD AND PROJECTS 4 INCHES.
 CC0807'
 CC0807'REFERENCE MARK NO. 2 IS SSW OF THE STATION AND PROJECTS 4
 CC0807'INCHES.
 CC0807'
 CC0807'AZIMUTH MARK IS ABOUT 0.4 MILE W OF THE STATION.  IT IS 21
 CC0807'FEET N OF THE CENTER OF THE ROAD AND PROJECTS 7 INCHES.
 CC0807'
 CC0807'TO REACH THE STATION FROM PECOS, GO S FROM THE COURTHOUSE
 CC0807'ON STATE HIGHWAY 27, 1.3 MILES.  LEAVE HIGHWAY 27 AND CONTINUE
 CC0807'STRAIGHT AHEAD ON A GRADED ROAD 7.1 MILES.  CROSS A WOOD
 CC0807'BRIDGE AT THE N END OF TOYAH LAKE AND CONTINUE EASTERLY 5.0
 CC0807'MILES.  CROSS A CATTLE GUARD AND CONTINUE 1.5 MILES TO THE
 CC0807'STATION ON THE S SIDE OF THE ROAD.
 CC0807'
 CC0807'A 25-FOOT TOWER WAS ERECTED.
 CC0807
 CC0807                          STATION RECOVERY (1945)
 CC0807
 CC0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0807'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION
 CC0807'AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 CC0807'TO REFERENCE MARKS WERE NOT CHECEKED.
 CC0807
 CC0807                          STATION RECOVERY (1946)
 CC0807
 CC0807'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (HEO)
 CC0807'STATION RECOVERED BY GENERAL GEOPHYSICAL CO.
 CC0807'
 CC0807'MARK IS IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0807
 CC0807                          STATION RECOVERY (1949)
 CC0807
 CC0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (AHC)
 CC0807'STATION AND REFERENCE MRKS ARE IN GOOD CONDITION.
 CC0807'
 CC0807'DESCRIPTION GOOD EXCEPT BEGINNING.  DRIVE S FROM COURTHOUSE
 CC0807'IN PECOS ALONG U.S. HIGHWAY 285 FOR 3.3 MILES.  LEAVE U.S.
 CC0807'285 AND GO LEFT (E) ON GRADED ROAD FOR 11.9 MILES TO
 CC0807'STATION ON RIGHT SIDE OF ROAD, CROSS CATTLE GUARD 1.5 MILES
 CC0807'BEFORE REACHING STATION.
 CC0807
 CC0807                          STATION RECOVERY (1960)
 CC0807
 CC0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LES)
 CC0807'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 CC0807'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CC0807'FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 CC0807
 CC0807                          STATION RECOVERY (1962)
 CC0807
 CC0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WJB)
 CC0807'STATION AND AZIMUTH MARKS ARE IN TEXAS HWY NO. 1450 R-O-W.
 CC0807'ALL MARKS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0792 ***********************************************************************
 CV0792  DESIGNATION -  MORRIS
 CV0792  PID         -  CV0792
 CV0792  STATE/COUNTY-  TX/ECTOR
 CV0792  USGS QUAD   -  HACKBERRY LAKE (1968)
 CV0792
 CV0792                         *CURRENT SURVEY CONTROL
 CV0792  ___________________________________________________________________
 CV0792* NAD 83(1993)-  32 02 27.73594(N)    102 19 10.29428(W)     ADJUSTED  
 CV0792* NAVD 88     -       906.7    (meters)    2975.     (feet)  VERTCON   
 CV0792  ___________________________________________________________________
 CV0792  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 CV0792  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CV0792
 CV0792  HORZ ORDER  -  FIRST
 CV0792
 CV0792.The horizontal coordinates were established by classical geodetic methods
 CV0792.and adjusted by the National Geodetic Survey in February 1996..
 CV0792
 CV0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0792
 CV0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0792
 CV0792.The geoid height was determined by GEOID03.
 CV0792
 CV0792;                    North         East     Units Scale Factor Converg.
 CV0792;SPC TX C     - 3,264,902.727   512,403.344   MT  1.00004617   -1 01 22.8
 CV0792;SPC TX C     -10,711,601.70  1,681,109.97   sFT  1.00004617   -1 01 22.8
 CV0792;SPC TXNC     - 2,048,073.272   239,311.610   MT  1.00002684   -2 04 59.3
 CV0792;SPC TXNC     - 6,719,387.06    785,141.51   sFT  1.00002684   -2 04 59.3
 CV0792;UTM  13      - 3,548,126.935   753,112.904   MT  1.00039017   +1 25 22.1
 CV0792
 CV0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0792!SPC TX C     -   0.99986145  x   1.00004617  =   0.99990762
 CV0792!SPC TXNC     -   0.99986145  x   1.00002684  =   0.99988829
 CV0792!UTM  13      -   0.99986145  x   1.00039017  =   1.00025157
 CV0792
 CV0792|---------------------------------------------------------------------|
 CV0792| PID    Reference Object                     Distance      Geod. Az  |
 CV0792|                                                           dddmmss.s |
 CV0792| CH9109 MORRIS RM 1                          23.375 METERS 02920     |
 CV0792| CH9110 MORRIS RM                            29.626 METERS 17251     |
 CV0792| CH9108 MORRIS AZ MK 2                                     1790002.4 |
 CV0792| CH9107 MORRIS AZ MK                                       1890544.1 |
 CV0792|---------------------------------------------------------------------|
 CV0792
 CV0792                          SUPERSEDED SURVEY CONTROL
 CV0792
 CV0792  NAD 83(1986)-  32 02 27.73911(N)    102 19 10.28676(W) AD(       ) 1
 CV0792  NAD 27      -  32 02 27.30700(N)    102 19 08.77000(W) AD(       ) 1
 CV0792  NGVD 29 (07/19/86)  906.3    (m)         2973.     (f) VERT ANG       
 CV0792
 CV0792.Superseded values are not recommended for survey control.
 CV0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0792.See file dsdata.txt to determine how the superseded data were derived.
 CV0792
 CV0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR5311348127(NAD 83)
 CV0792_MARKER: DS = TRIANGULATION STATION DISK
 CV0792_SETTING: 0 = UNSPECIFIED SETTING
 CV0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0792+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2003
 CV0792
 CV0792  HISTORY     - Date     Condition        Report By
 CV0792  HISTORY     - 1909     MONUMENTED       CGS
 CV0792  HISTORY     - 1935     GOOD             CGS
 CV0792  HISTORY     - 1938     GOOD             TXHD
 CV0792  HISTORY     - 1944     GOOD             LOCENG
 CV0792  HISTORY     - 1944     GOOD             LOCENG
 CV0792  HISTORY     - 1955     MARK NOT FOUND   CGS
 CV0792  HISTORY     - 1956     GOOD             CGS
 CV0792  HISTORY     - 1970     GOOD             NGS
 CV0792  HISTORY     - 1970     GOOD             NGS
 CV0792  HISTORY     - 20030629 GOOD             INDIV
 CV0792
 CV0792                          STATION DESCRIPTION
 CV0792
 CV0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CV0792'STATION IS 17 MILES BY ROAD, OR 14 MILES DIRECT W BY N FROM
 CV0792'MIDLAND, A TOWN ON THE TEXAS AND PACIFIC RAILWAY, IN THE C. MORRIS
 CV0792'PASTURE, KNOWN AS THE C PASTURE, AND ON THE HIGHEST KNOLL IN
 CV0792'THE VICINITY.  IT IS 1/2 MILE E OF R.A. ANDERSONS EAST-LINE
 CV0792'FENCE.  SURFACE MARK IS CAP STATION MARK SCREWED TO THE TOP OF
 CV0792'A 3-INCH IRON PIPE, 30 INCHES LONG IN A CYLINDER OF CONCRETE
 CV0792'20 INCHES IN DIAMETER AND 30 INCHES LONG.  UNDERGROUND MARK IS
 CV0792'AN OLD-TYPE STATION MARK SET IN CONCRETE.  REFERENCE MARK IS
 CV0792'LARGE NAIL IN 1 1/2-INCH IRON PIPE SET IN A 12-INCH CONCRETE
 CV0792'CYLINDER, IT IS 29.615 METERS (97.16 FEET) FROM THE STATION.
 CV0792'TWO WINDMILLS IN THE MORRIS
 CV0792'PASTURE ARE AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE
 CV0792'STATION-- ABOUT 1-1/2 MILES.  ABOUT 2
 CV0792'MILES.  BEARING FROM STATION TO
 CV0792'ANDERSONS HOUSE, N GABLE, DISTANT ABOUT 1-1/4 MILES,
 CV0792'S 59 DEG 48 MIN W.
 CV0792
 CV0792                          STATION RECOVERY (1935)
 CV0792
 CV0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0792'THIS STATION IS ABOUT 15 MILES, AIRLINE, W OF MIDLAND, ON THE
 CV0792'HIGHEST GROUND IN THE VICINITY, IN A BRUSH-COVERED PASTURE
 CV0792'KNOWN AS THE C PASTURE.  IT IS ABOUT 1-1/2 MILES W OF A MR. KEELES
 CV0792'HOME, AND ABOUT 1-1/2 MILES ENE OF A RANCH HOUSE OWNED BY MRS.
 CV0792'E.J. NEATHERLY OF SHERMAN AND OCCUPIED BY MR. L. HUFF.
 CV0792'
 CV0792'STATION MARK IS A STANDARD CAP STATION DISK SET FLUSH WITH
 CV0792'THE SURFACE OF AN INVERTED, CONE-SHAPED MASS OF CONCRETE WHICH
 CV0792'PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.  THOUGH PART OF THE
 CV0792'CONCRETE CONE HAS BEEN BROKEN OFF, THE MARK IS STILL IN EXCELLENT
 CV0792'CONDITION.  THE FIGURES 1908 ARE SCRATCHED IN THE CONCRETE
 CV0792'CONE.
 CV0792'
 CV0792'THE ORIGINAL REFERENCE MARK WAS ALSO RECOVERED IN GOOD CONDITION.
 CV0792'IT CONSISTS OF A NAIL SET IN CONCRETE IN A 2-INCH IRON PIPE,
 CV0792'WHICH PIPE IS SET IN A CONCRETE POST FLUSH WITH THE SURFACE
 CV0792'OF THE GROUND.  THIS MARK IS S OF THE STATION.
 CV0792'
 CV0792'THE NEW REFERENCE MARK NO. 1 IS NE OF THE STATION AND PROJECTS
 CV0792'4 INCHES.
 CV0792'
 CV0792'A NEW AZIMUTH MARK WAS ALSO ESTABLISHED.  IT IS SW OF THE STATION
 CV0792'AND 19 FEET N OF THE CENTER LINE OF AN E-W ROAD.  THE MARK IS
 CV0792'SET FLUSH WITH THE GROUND.
 CV0792'
 CV0792'TO REACH FROM THE COURTHOUSE IN MIDLAND GO W ON WALL STREET
 CV0792'1.4 MILES.  ABOUT 35 YARDS E OF THE NE CORNER OF EL CAMPO
 CV0792'MODERNO TURN RIGHT, OR N ONTO A GRADED ROAD AND GO 1.2 MILES
 CV0792'TO A CROSSROADS.  TURN LEFT, OR W ALONG TELEPHONE LINE AND GO 4.0
 CV0792'MILES (TELEPHONE LINE TURNS RIGHT AT 3.0 MILES).  CONTINUE ON
 CV0792'MAIN HIGHWAY, WHICH HERE BEARS NW ALONG ANOTHER TELEPHONE LINE
 CV0792'FOR 7.0 MILES, OR 0.8 MILE BEYOND A CATTLE GUARD.  TURN LEFT,
 CV0792'OR W ONTO A TRACK ROAD AND GO 2.2 MILES, CROSSING CATTLE GUARDS
 CV0792'AT 0.2 MILE AND 1.2 MILES, TO WHERE THERE IS A FENCE CORNER
 CV0792'ON THE N SIDE OF THE ROAD.  CONTINUE W 0.5 MILE AND THEN TURN
 CV0792'N AND GO 0.5 MILE ACROSS COUNTRY TO THE HIGHEST POINT AND
 CV0792'STATION.
 CV0792'
 CV0792'A TWENTY-FOOT TOWER WILL CLEAR ALL LINES.
 CV0792
 CV0792                          STATION RECOVERY (1938)
 CV0792
 CV0792'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0792'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  NO
 CV0792'ATTEMPT MADE TO RECOVER AZIMUTH.
 CV0792'
 CV0792'DESCRIPTION AS GIVEN IN REACHING STATION IS SATISFACTORY.
 CV0792
 CV0792                          STATION RECOVERY (1944)
 CV0792
 CV0792'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (LMW)
 CV0792'RECOVERED BY ROBERT H. RAY INC.
 CV0792'
 CV0792'DESCRIPTION FOR REACHING STATION IS ADEQUATE AS GIVEN.  STATION
 CV0792'AND REFERENCE MARKS FOUND IN GOOD CONDITION.  NO ATTEMPT MADE TO
 CV0792'RECOVER AZIMUTH MARK.
 CV0792
 CV0792                          STATION RECOVERY (1944)
 CV0792
 CV0792'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (WB)
 CV0792'FOUND--SURFACE MARK-A CAP STATION MARK SURROUNDED BY CONCRETE,
 CV0792'CONCRETE MARKED YEAR 1908.  REFERENCE MARK FOUND IN GOOD
 CV0792'CONDITION.  AZIMUTHS FOUND TO CHECK.
 CV0792
 CV0792                          STATION RECOVERY (1955)
 CV0792
 CV0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CV0792'NO TRACE OF THE STATION OR ANY MARKS WERE FOUND.  INQUIRIES
 CV0792'WERE MADE IN THE GENERAL VICINITY, BUT ALL THE PEOPLE CONTACTED
 CV0792'HAD MOVED IN THE PAST TWENTY YEARS AND DID NOT KNOW ANYONE
 CV0792'MENTIONED IN THE DESCRIPTION.  ALL ROADS HAVE BEEN CHANGED AND
 CV0792'LANDMARKS DESTROYED.  ABOUT SIX HOURS WERE SPENT SEARCHING FOR
 CV0792'THE STATION.
 CV0792
 CV0792                          STATION RECOVERY (1956)
 CV0792
 CV0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHC)
 CV0792'STATION WAS RECOVERED.  BOTH REFERENCE MARKS IN.  COULD NOT
 CV0792'FIND THE AZIMUTH MARK BUT FOUND SIGNS OF CONCRETE.  IT IS POSSIBLE
 CV0792'THAT SAND HAS COVERED THE AREA DEEPER THAN WE EXCAVATED FOR
 CV0792'SAME.  WINDMILL BEARINGS GOOD.  STATION AND REFERENCE MARKS IN
 CV0792'GOOD SHAPE.  IT IS LOCATED AT ABOUT THE CENTER OF THE T AND
 CV0792'P RY. CO. SURVEYS, SECTION 3, BLOCK 42, T 1 S.
 CV0792
 CV0792                          STATION RECOVERY (1970)
 CV0792
 CV0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CV0792'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 (1909) WERE
 CV0792'RECOVERED IN GOOD CONDITION.  THE STATION MARK MONUMENT IS
 CV0792'WEATHER CRACKED AND PART OF IT IS BROKEN OFF, BUT IT IS STILL IN
 CV0792'GOOD CONDITION.  A DIFFERENCE OF 1 CENTIMETER WAS FOUND IN THE
 CV0792'MEASUREMENT TO R.M. 2, BUT THE ANGLE CHECKED.  THE 1935 AZIMUTH
 CV0792'MARK WAS FOUND DESTROYED, THE MONUMENT WITH THE DISK INTACT WAS
 CV0792'LYING ON TOP OF THE GROUND, THE DISK WAS REMOVED AT THIS TIME.
 CV0792'A NEW AZIMUTH MARK WAS SET.
 CV0792'
 CV0792'A NEW DESCRIPTION FOLLOWS--
 CV0792'
 CV0792'THE STATION IS LOCATED ABOUT 15 MILES WEST-NORTHWEST OF MIDLAND
 CV0792'ON PASTURE LAND OWNED BY MR. DAVID FASKINS AND LEASED BY FOY
 CV0792'PROCTER OF MIDLAND.  IT IS ABOUT 1/2 MILE SOUTH OF STATE HIGHWAY
 CV0792'158, 1/2 MILE NORTH OF A GRADED FARM ROAD, 1/2 MILE EAST OF A
 CV0792'GROUP OF LARGE METAL FARM BUILDINGS, AND 300 YARDS SOUTHEAST
 CV0792'OF A WINDMILL, ON THE HIGHEST KNOLL IN THE VICINITY.
 CV0792'
 CV0792'THE STATION MARK IS A STANDARD CAP MARK STAMPED MORRIS 1909,
 CV0792'SCREWED TO THE TOP OF A 3-INCH IRON PIPE AND SET FLUSH WITH THE
 CV0792'SURFACE OF AN INVERTED, CONE SHAPED MASS OF CONCRETE WHICH PROJECTS
 CV0792'10-INCHES.  THE NUMBERS 1908 ARE SCRIBED IN THE CONCRETE.  IT
 CV0792'IS 135 YARDS SOUTH OF AN EAST-WEST TRACK ROAD LEADING TO THE
 CV0792'WINDMILL, AND 12 FEET NORTHWEST OF A METAL WITNESS POST.
 CV0792'
 CV0792'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MORRIS 1935
 CV0792'NO 1, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 CV0792'IT IS 82-1/2 FEET NORTH OF THE METAL WITNESS POST.
 CV0792'
 CV0792'REFERENCE MARK NO. 2 (1909) IS A NAIL SET IN THE CENTER OF A
 CV0792'ROUND CONCRETE MONUMENT 2-INCHES BELOW GROUND SURFACE.  THE
 CV0792'NUMBERS 1908 ARE SCRIBED IN THE CONCRETE.  IT IS 1.7 FEET NORTH
 CV0792'OF A METAL WITNESS POST.
 CV0792'
 CV0792'DISTANCE R.M. 1 TO R.M. 2 IS 165.25 FEET OR 50.365 METERS.
 CV0792'
 CV0792'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MORRIS 1909 1970,
 CV0792'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 CV0792'IS 46 FEET SOUTH OF CENTER OF FARM ROAD, 3 FEET SOUTH OF A
 CV0792'CORNER FENCE POST AND WEST END OF A METAL GATE, AND 1 FOOT WEST
 CV0792'OF A METAL WITNESS POST AND FENCE.
 CV0792'
 CV0792'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY
 CV0792'80 AND STATE HIGHWAY 158 IN THE WEST PART OF MIDLAND, GO NORTH
 CV0792'ON HIGHWAY 158 FOR 11.9 MILES TO AN ANGLING CROSSROAD, FARM
 CV0792'ROAD 1788, TURN LEFT ON CROSSROAD AND GO SOUTHWESTERLY FOR 0.1
 CV0792'MILE TO A GRADED SIDE ROAD RIGHT, WEST, TURN RIGHT AND FOLLOW
 CV0792'THE GRADED FARM ROAD FOR 2.1 MILES TO A CATTLE GUARD*, CONTINUE
 CV0792'WEST ON GRADED ROAD FOR 0.65 MILE TO A METAL GATE AND THE
 CV0792'AZIMUTH MARK ON THE LEFT.  THE STATION CAN BE REACHED BY PACKING
 CV0792'NORTH ACROSS THE PASTURE.  *JUST AFTER CROSSING THE CATTLE
 CV0792'GUARD THERE IS A TRACK ROAD AND A LOCKED GATE ON THE RIGHT
 CV0792'WHICH LEADS TO THE WINDMILL NEAR THE STATION.  THERE IS ALSO
 CV0792'A TRACK ROAD WITH LOCKED GATE LEADING TO THE WINDMILL FROM
 CV0792'HIGHWAY 158, THE GATE IS 2.8 MILES NORTHWEST OF THE ANGLING
 CV0792'CROSSROAD INTERSECTION OF STATE HIGHWAY 158 AND FARM ROAD
 CV0792'1788, OR 3.35 MILES EAST OF THE ODESSA-GARDENDALE, A.T. AND
 CV0792'T. TOWER.
 CV0792'
 CV0792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15 MILES
 CV0792'WNW OF MIDLAND.
 CV0792
 CV0792                          STATION RECOVERY (1970)
 CV0792
 CV0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CV0792'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32102-2, STATION 1008.
 CV0792'RECOVERED BY USGS IN 1967.
 CV0792'RECOVERED BY NGS IN 1970.
 CV0792'STATION MARK--STANDARD USC AND GS DISK SET IN CIRCULAR CONCRETE
 CV0792'MONUMENT PROJECTING 0.8 FT. ABOVE GROUND, STAMPED---MORRIS 1909---.
 CV0792
 CV0792                          STATION RECOVERY (2003)
 CV0792
 CV0792'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 CV0792'N 32.2.462 W 102.19.172
 CV0792'MORRIS 1 32.02.473 102.19.164
 CV0792'MORRIS 2 NOT FOUND
 CV0792'AZIMUTH 32.02.050 102.19.165 FOUND SIGN, MARKER IS 1 FOOT WEST OF SIGN
 CV0792'AND ON THE SOUTH SIDE OF GOLDENROD.
 CV0792' 
 CV0792' 
 CV0792' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1026 ***********************************************************************
 GK1026  DESIGNATION -  MORRIS
 GK1026  PID         -  GK1026
 GK1026  STATE/COUNTY-  TX/OCHILTREE
 GK1026  USGS QUAD   -  HUNTOON (1973)
 GK1026
 GK1026                         *CURRENT SURVEY CONTROL
 GK1026  ___________________________________________________________________
 GK1026* NAD 83(1993)-  36 28 21.98609(N)    100 42 44.21385(W)     ADJUSTED  
 GK1026* NAVD 88     -       887.2    (meters)    2911.     (feet)  VERTCON   
 GK1026  ___________________________________________________________________
 GK1026  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GK1026  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GK1026
 GK1026  HORZ ORDER  -  FIRST
 GK1026
 GK1026.The horizontal coordinates were established by classical geodetic methods
 GK1026.and adjusted by the National Geodetic Survey in February 1996..
 GK1026
 GK1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1026
 GK1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1026
 GK1026.The geoid height was determined by GEOID03.
 GK1026
 GK1026;                    North         East     Units Scale Factor Converg.
 GK1026;SPC TX N     - 1,274,621.160   270,602.182   MT  1.00008037   +0 27 23.4
 GK1026;SPC TX N     - 4,181,819.59    887,800.66   sFT  1.00008037   +0 27 23.4
 GK1026;SPC OK N     -   166,805.560   356,960.106   MT  0.99995956   -1 36 02.3
 GK1026;SPC OK N     -   547,261.24  1,171,126.61   sFT  0.99995956   -1 36 02.3
 GK1026;UTM  14      - 4,037,750.901   346,595.741   MT  0.99988994   -1 01 05.0
 GK1026
 GK1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1026!SPC TX N     -   0.99986510  x   1.00008037  =   0.99994546
 GK1026!SPC OK N     -   0.99986510  x   0.99995956  =   0.99982466
 GK1026!UTM  14      -   0.99986510  x   0.99988994  =   0.99975505
 GK1026
 GK1026:                Primary Azimuth Mark                     Grid Az
 GK1026:SPC TX N     -  MORRIS RM 1 AZIMUTH                      091 19 43.7
 GK1026:SPC OK N     -  MORRIS RM 1 AZIMUTH                      093 23 09.4
 GK1026:UTM  14      -  MORRIS RM 1 AZIMUTH                      092 48 12.1
 GK1026
 GK1026|---------------------------------------------------------------------|
 GK1026| PID    Reference Object                     Distance      Geod. Az  |
 GK1026|                                                           dddmmss.s |
 GK1026| CK9476 MORRIS RM 1 AZIMUTH                                0914707.1 |
 GK1026| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX.15.6 KM 0981135.6 |
 GK1026| CK9478 MORRIS RM 3                          72.511 METERS 10643     |
 GK1026| CK9477 MORRIS RM 2                          20.945 METERS 17419     |
 GK1026| GK1065 PERRYTON SOUTH MUNICIPAL TANK       APPROX.12.2 KM 2210152.8 |
 GK1026| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX.11.6 KM 2255627.1 |
 GK1026| GK1066 PERRYTON RADIO STA KEYE MAST        APPROX.13.6 KM 2272121.2 |
 GK1026|---------------------------------------------------------------------|
 GK1026
 GK1026                          SUPERSEDED SURVEY CONTROL
 GK1026
 GK1026  NAD 83(1993)-  36 28 21.98606(N)    100 42 44.21371(W) AD(       ) 1
 GK1026  NAD 83(1986)-  36 28 21.99183(N)    100 42 44.20264(W) AD(       ) 1
 GK1026  NAD 27      -  36 28 21.88300(N)    100 42 42.66400(W) AD(       ) 1
 GK1026  NGVD 29 (07/19/86)  886.8    (m)         2909.     (f) VERT ANG       
 GK1026
 GK1026.Superseded values are not recommended for survey control.
 GK1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1026.See file dsdata.txt to determine how the superseded data were derived.
 GK1026
 GK1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4659637751(NAD 83)
 GK1026_MARKER: DS = TRIANGULATION STATION DISK
 GK1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1026
 GK1026  HISTORY     - Date     Condition        Report By
 GK1026  HISTORY     - 1931     MONUMENTED       CGS
 GK1026  HISTORY     - 1952     GOOD             CGS
 GK1026  HISTORY     - 1956     GOOD             CGS
 GK1026  HISTORY     - 1961     GOOD             CGS
 GK1026  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 GK1026
 GK1026                          STATION DESCRIPTION
 GK1026
 GK1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK1026'STATION IS ABOUT 9 MILES W OF BOOKER, 7-1/2 MILES NE OF PERRYTON,
 GK1026'2 MILES S OF THE TEXAS-OKLAHOMA STATE LINE, ON LAND OWNED
 GK1026'AND OCCUPIED BY MRS. OLLIE MORRIS, IN SW CORNER OF A PASTURE
 GK1026'LOT, 5.50 METERS (18.0 FEET) S OF A YARD FENCE, AND 12.60
 GK1026'METERS (41.3 FEET) E OF CENTER LINE OF ROAD.
 GK1026'
 GK1026'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK1026'DISKS SET IN CONCRETE.
 GK1026'
 GK1026'REFERENCE MARK NO. 1 IS 1 FOOT N OF AN E-W FENCE, ABOUT 100
 GK1026'FEET W OF A FENCE CORNER, AND 0.45 MILE (SPEEDOMETER) FROM
 GK1026'STATION S 88 DEG 13 MIN E.
 GK1026'
 GK1026'REFERENCE MARK NO. 2 IS 1 FOOT N OF FENCE, 8.50 METERS (27.9 FEET)
 GK1026'E OF CENTER LINE OF ROAD, AND 20.96 METERS (68.8 FEET) FROM STATION.
 GK1026'
 GK1026'STATION IS REACHED FROM PERRYTON BY GOING NE ON ROAD S OF
 GK1026'RAILROAD TRACKS 5.6 MILES FROM U.S. HIGHWAY 83 (MAIN STREET
 GK1026'OF PERRYTON) TO A ROAD LEADING N ACROSS THE RAILROAD TRACKS,
 GK1026'THIS ROAD IS JUST E OF CONCRETE CULVERT 52A UNDER RAILROAD.
 GK1026'CONTINUE N 2.2 MILES TO A SMALL WHITE HOUSE AND LARGE RED
 GK1026'BARNS ON E SIDE OF ROAD, AND TO STATION AS DESCRIBED ABOVE.
 GK1026
 GK1026                          STATION RECOVERY (1952)
 GK1026
 GK1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1026'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS
 GK1026'WERE IN GOOD CONDITION.  REFERENCE MARK NUMBER THREE WAS
 GK1026'ESTABLISHED AND THE ORIGINAL REFERENCE MARK NUMBER ONE WAS
 GK1026'USED AS AN AZIMUTH MARK AS WILL BE DESCRIBED LATER.  A COMPLETE
 GK1026'DESCRIPTION FOLLOWS.
 GK1026'
 GK1026'THE STATION IS LOCATED IN THE PASTURE LAND OWNED BY MRS. OLLIE
 GK1026'MORRIS.  IT IS ABOUT 9 MILES AIRLINE WEST OF BOOKER, ABOUT
 GK1026'7-1/2 MILES AIRLINE NORTHEAST OF PERRYTON, AND ABOUT 2 MILES
 GK1026'AIRLINE SOUTH OF THE TEXAS-OKLAHOMA STATE LINE.
 GK1026'
 GK1026'THE STATION IS 18 FEET SOUTH OF THE SOUTH YARD FENCE, 42
 GK1026'FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 25 FEET SOUTHEAST
 GK1026'OF A FENCE CORNER, AND 50 YARDS SOUTHWEST OF THE FARM HOUSE.
 GK1026'IT IS A STANDARD DISK SET IN THE TOP OF A 16-INCH SQUARE
 GK1026'CONCRETE POST THAT PROJECTS 2 INCHES.  THE DISK IS
 GK1026'STAMPED--MORRIS 1931.
 GK1026'
 GK1026'REFERENCE MARK NUMBER TWO IS 2-1/2 FEET EAST OF A GATE POST,
 GK1026'50 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 GK1026'LOWER THAN THE STATION.  IT IS A STANDARD DISK SET IN THE
 GK1026'TOP OF A 16-INCH SQUARE CONCRETE POST THAT PROJECTS 1 FOOT.
 GK1026'THE DISK IS STAMPED--MORRIS NO 2 1931.
 GK1026'
 GK1026'REFERENCE MARK NUMBER THREE IS 1-1/2 FEET NORTH OF A WIRE
 GK1026'FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 GK1026'DISK SET IN THE TOP OF A CONCRETE POST THAT IS 10-INCHES
 GK1026'IN DIAMETER AND IS FLUSH WITH THE GROUND.  THE DISK IS
 GK1026'STAMPED--MORRIS NO 3 1931 1952.
 GK1026'
 GK1026'REFERENCE MARK NUMBER ONE WILL BE USED AS THE AZIMUTH MARK.
 GK1026'IT IS 160 FEET WEST OF A FENCE CORNER, 2 FEET NORTH OF AN
 GK1026'EAST-WEST FENCE, AND 5 FEET NORTH OF THE NORTH EDGE OF A
 GK1026'CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF
 GK1026'A 16-INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  THE
 GK1026'DISK IS STAMPED--MORRIS NO 1 1931.  TO REACH THE MARK FROM
 GK1026'THE STATION GO EAST ON THE TRACK ROAD, ALONG THE NORTH SIDE OF
 GK1026'THE WIRE FENCE, FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 GK1026'
 GK1026'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 GK1026'AND STATE HIGHWAY 117 IN THE NORTH EDGE OF PERRYTON GO NORTHEAST
 GK1026'ON STATE HIGHWAY 117 FOR 5.6 MILES TO A DIRT ROAD LEFT.  TURN
 GK1026'LEFT, NORTH, AND GO 2.55 MILES TO A WIRE GATE AND THE STATION
 GK1026'ON THE RIGHT.
 GK1026'
 GK1026'OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 GK1026
 GK1026                          STATION RECOVERY (1956)
 GK1026
 GK1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EK)
 GK1026'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK1026'
 GK1026'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 GK1026
 GK1026                          STATION RECOVERY (1961)
 GK1026
 GK1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELJ)
 GK1026'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 GK1026'MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE NOT RECOVERED.
 GK1026'
 GK1026'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 GK1026
 GK1026                          STATION RECOVERY (1983)
 GK1026
 GK1026'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (HM)
 GK1026'MORRIS 1931 NOT RECOVERED.
 GK1026'
 GK1026'REF. NO. 1 NOT RECOVERED.
 GK1026'
 GK1026'REF. NO. 2 RECOVERED GOOD - BY FENCE CORNER.
 GK1026'
 GK1026'AZM. MARK RECOVERED GOOD - CENTER OF PLOWED FIELD.
 GK1026'
 GK1026'TRI. STA. MORRIS WAS NOT RECOVERED NOTE--A FARM DRIWAY ON IT
 GK1026'CONSIDERABLE TIME WAS SPENT ON IT BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0433 ***********************************************************************
 CD0433  DESIGNATION -  MORRIS RM 1
 CD0433  PID         -  CD0433
 CD0433  STATE/COUNTY-  TX/HUDSPETH
 CD0433  USGS QUAD   -  SALT FLAT (1984)
 CD0433
 CD0433                         *CURRENT SURVEY CONTROL
 CD0433  ___________________________________________________________________
 CD0433* NAD 83(1986)-  31 44 56.     (N)    105 03 30.     (W)     SCALED    
 CD0433* NAVD 88     -      1108.256  (meters)    3636.00   (feet)  ADJUSTED  
 CD0433  ___________________________________________________________________
 CD0433  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD0433  DYNAMIC HT  -        1106.610 (meters)    3630.60  (feet)  COMP
 CD0433  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 CD0433
 CD0433  VERT ORDER  -  FIRST     CLASS I
 CD0433
 CD0433.The horizontal coordinates were scaled from a topographic map and have
 CD0433.an estimated accuracy of +/- 6 seconds.
 CD0433
 CD0433.The orthometric height was determined by differential leveling
 CD0433.and adjusted by the National Geodetic Survey in June 1991..
 CD0433
 CD0433.The geoid height was determined by GEOID03.
 CD0433
 CD0433.The dynamic height is computed by dividing the NAVD 88
 CD0433.geopotential number by the normal gravity value computed on the
 CD0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0433.degrees latitude (g = 980.6199 gals.).
 CD0433
 CD0433.The modeled gravity was interpolated from observed gravity values.
 CD0433
 CD0433;                    North         East    Units  Estimated Accuracy
 CD0433;SPC TX C     - 3,240,340.      252,460.      MT  (+/- 180 meters Scaled)
 CD0433
 CD0433                          SUPERSEDED SURVEY CONTROL
 CD0433
 CD0433  NGVD 29 (??/??/92) 1107.745  (m)         3634.33   (f) ADJ UNCH    1 1
 CD0433
 CD0433.Superseded values are not recommended for survey control.
 CD0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0433.See file dsdata.txt to determine how the superseded data were derived.
 CD0433
 CD0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR944126(NAD 83)
 CD0433_MARKER: DR = REFERENCE MARK DISK
 CD0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0433_STAMPING: MORRIS NO 1 1934
 CD0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0433+STABILITY: SURFACE MOTION
 CD0433
 CD0433  HISTORY     - Date     Condition        Report By
 CD0433  HISTORY     - 1934     MONUMENTED       CGS
 CD0433  HISTORY     - 1958     GOOD             NGS
 CD0433  HISTORY     - 1977     GOOD             NGS
 CD0433
 CD0433                          STATION DESCRIPTION
 CD0433
 CD0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0433'81.0 MI E FROM EL PASO.
 CD0433'ABOUT 80.9 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0433'OF LOOP 16 AT EL PASO, THENCE ABOUT 0.1 MILE NORTH ACROSS A FLAT
 CD0433'PASTURE.  86 FEET SOUTHEAST OF TRIANGULATION STATION MORRIS 1934, 2
 CD0433'FEET WEST OF A CONCRETE WITNESS POST, AND IN THE TOP OF A CONCRETE
 CD0433'POST PROJECTING 6 INCHES.
 CD0433
 CD0433                          STATION RECOVERY (1977)
 CD0433
 CD0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0433'22.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0433'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 0.1 MILE
 CD0433'NORTH ACROSS COUNTRY, 2.0 MILES EAST OF THE SALT FLAT POST OFFICE,
 CD0433'86 FT. SOUTHEAST OF STATION MORRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0431 ***********************************************************************
 CD0431  DESIGNATION -  MORRIS RM 2
 CD0431  PID         -  CD0431
 CD0431  STATE/COUNTY-  TX/HUDSPETH
 CD0431  USGS QUAD   -  SALT FLAT (1984)
 CD0431
 CD0431                         *CURRENT SURVEY CONTROL
 CD0431  ___________________________________________________________________
 CD0431* NAD 83(1986)-  31 44 56.     (N)    105 03 30.     (W)     SCALED    
 CD0431* NAVD 88     -      1108.257  (meters)    3636.01   (feet)  ADJUSTED  
 CD0431  ___________________________________________________________________
 CD0431  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD0431  DYNAMIC HT  -        1106.612 (meters)    3630.61  (feet)  COMP
 CD0431  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 CD0431
 CD0431  VERT ORDER  -  FIRST     CLASS I
 CD0431
 CD0431.The horizontal coordinates were scaled from a topographic map and have
 CD0431.an estimated accuracy of +/- 6 seconds.
 CD0431
 CD0431.The orthometric height was determined by differential leveling
 CD0431.and adjusted by the National Geodetic Survey in June 1991..
 CD0431.WARNING-Repeat measurements at this control monument indicate possible
 CD0431.vertical movement.
 CD0431
 CD0431.The geoid height was determined by GEOID03.
 CD0431
 CD0431.The dynamic height is computed by dividing the NAVD 88
 CD0431.geopotential number by the normal gravity value computed on the
 CD0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0431.degrees latitude (g = 980.6199 gals.).
 CD0431
 CD0431.The modeled gravity was interpolated from observed gravity values.
 CD0431
 CD0431;                    North         East    Units  Estimated Accuracy
 CD0431;SPC TX C     - 3,240,340.      252,460.      MT  (+/- 180 meters Scaled)
 CD0431
 CD0431                          SUPERSEDED SURVEY CONTROL
 CD0431
 CD0431  NGVD 29 (??/??/92) 1107.747  (m)         3634.33   (f) ADJ UNCH    1 1
 CD0431
 CD0431.Superseded values are not recommended for survey control.
 CD0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0431.See file dsdata.txt to determine how the superseded data were derived.
 CD0431
 CD0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR944126(NAD 83)
 CD0431_MARKER: DR = REFERENCE MARK DISK
 CD0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0431_STAMPING: MORRIS NO 2 1934
 CD0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0431+STABILITY: SURFACE MOTION
 CD0431
 CD0431  HISTORY     - Date     Condition        Report By
 CD0431  HISTORY     - 1934     MONUMENTED       CGS
 CD0431  HISTORY     - 1958     GOOD             NGS
 CD0431  HISTORY     - 1977     GOOD             NGS
 CD0431
 CD0431                          STATION DESCRIPTION
 CD0431
 CD0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0431'81.0 MI E FROM EL PASO.
 CD0431'ABOUT 80.9 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0431'OF LOOP 16 AT EL PASO, THENCE ABOUT 0.1 MILE NORTH ACROSS A FLAT
 CD0431'PASTURE.  48 FEET SOUTHWEST OF TRIANGULATION STATION MORRIS 1934, AND
 CD0431'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CD0431
 CD0431                          STATION RECOVERY (1977)
 CD0431
 CD0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0431'22.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0431'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, ALSO 2.0 MILES EAST OF
 CD0431'THE POST OFFICE AT SALT FLAT, THENCE 0.1 MILE NORTH ACROSS COUNTRY,
 CD0431'48 FT. SOUTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0741 ***********************************************************************
 BN0741  DESIGNATION -  MORRISON
 BN0741  PID         -  BN0741
 BN0741  STATE/COUNTY-  TX/KERR
 BN0741  USGS QUAD   -  LEGION (1982)
 BN0741
 BN0741                         *CURRENT SURVEY CONTROL
 BN0741  ___________________________________________________________________
 BN0741* NAD 83(1993)-  30 01 08.23054(N)    099 05 06.92926(W)     ADJUSTED  
 BN0741* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 BN0741  ___________________________________________________________________
 BN0741  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BN0741  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 BN0741
 BN0741  HORZ ORDER  -  FIRST
 BN0741
 BN0741.The horizontal coordinates were established by classical geodetic methods
 BN0741.and adjusted by the National Geodetic Survey in February 1996..
 BN0741
 BN0741.The orthometric height was scaled from a topographic map.
 BN0741
 BN0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0741
 BN0741.The geoid height was determined by GEOID03.
 BN0741
 BN0741;                    North         East     Units Scale Factor Converg.
 BN0741;SPC TXSC     - 4,242,232.861   591,775.865   MT  0.99993432   -0 02 30.4
 BN0741;SPC TXSC     -13,918,058.98  1,941,517.98   sFT  0.99993432   -0 02 30.4
 BN0741;SPC TX C     - 3,039,729.640   820,400.032   MT  1.00002752   +0 38 34.2
 BN0741;SPC TX C     - 9,972,846.33  2,691,595.77   sFT  1.00002752   +0 38 34.2
 BN0741;UTM  14      - 3,320,888.554   491,778.612   MT  0.99960083   -0 02 33.6
 BN0741
 BN0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0741!SPC TXSC     -   0.99991022  x   0.99993432  =   0.99984454
 BN0741!SPC TX C     -   0.99991022  x   1.00002752  =   0.99993773
 BN0741!UTM  14      -   0.99991022  x   0.99960083  =   0.99951108
 BN0741
 BN0741|---------------------------------------------------------------------|
 BN0741| PID    Reference Object                     Distance      Geod. Az  |
 BN0741|                                                           dddmmss.s |
 BN0741| CV4870 MORRISON RM 1                        19.338 METERS 07638     |
 BN0741| CV4871 MORRISON RM 2                        21.513 METERS 19543     |
 BN0741| CV4869 MORRISON AZ MK                                     2074239.0 |
 BN0741| BN0744 KERRVILLE FIRST METH CH DOME        APPROX. 6.2 KM 3021721.2 |
 BN0741| BN0747 KERRVILLE MEXICAN BAP CH SPIRE      APPROX. 6.7 KM 3030217.9 |
 BN0741| CV4872 MORRISON RM 3                        29.738 METERS 30900     |
 BN0741|---------------------------------------------------------------------|
 BN0741
 BN0741                          SUPERSEDED SURVEY CONTROL
 BN0741
 BN0741  NAD 83(1986)-  30 01 08.23788(N)    099 05 06.91575(W) AD(       ) 1
 BN0741  NAD 27      -  30 01 07.46800(N)    099 05 05.77100(W) AD(       ) 1
 BN0741
 BN0741.Superseded values are not recommended for survey control.
 BN0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0741.See file dsdata.txt to determine how the superseded data were derived.
 BN0741
 BN0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9177920889(NAD 83)
 BN0741_MARKER: DS = TRIANGULATION STATION DISK
 BN0741_SETTING: 66 = SET IN ROCK OUTCROP
 BN0741_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0741
 BN0741  HISTORY     - Date     Condition        Report By
 BN0741  HISTORY     - 1935     MONUMENTED       CGS
 BN0741  HISTORY     - 1944     GOOD             CGS
 BN0741  HISTORY     - 1956     GOOD             CGS
 BN0741
 BN0741                          STATION DESCRIPTION
 BN0741
 BN0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0741'STATION IS LOCATED ABOUT 4-1/4 MILES ESE OF KERRVILLE AND
 BN0741'OVERLOOKS A PART OF THE CITY.  IT IS ON TOP OF A FLAT-TOP
 BN0741'HILL IN PASTURE LAND ON RANCH OWNED BY MR. N.P. MORRISON
 BN0741'OF DALLAS, AND LEASED BY MR. WILL RIDEGWAY.  STATION HILL IS
 BN0741'HIGHER THAN ANY IN VICINITY EXCEPT A RIDGE ABOUT 1.0 MILE E.
 BN0741'STATION IS ABOUT 1-1/2 MILES SW OF THE RIDGEWAY HOUSE.
 BN0741'
 BN0741'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 BN0741'IN BEDROCK FLUSH WITH THE GROUND.
 BN0741'
 BN0741'REFERENCE MARK 1 IS SET IN BEDROCK FLUSH WITH GROUND.
 BN0741'
 BN0741'REFERENCE MARK 2 IS SET IN BEDROCK FLUSH WITH GROUND.
 BN0741'
 BN0741'REFERENCE MARK 3 IS SET IN A DRILL HOLE IN BEDROCK FLUSH WITH
 BN0741'GROUND.
 BN0741'
 BN0741'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 81 AND
 BN0741'U.S. HIGHWAY 290 AT THE S EDGE OF KERRVILLE, GO SE ON HIGHWAY
 BN0741'290 FOR 2.5 MILES, OR 0.3 MILE BEYOND AMERICAN LEGION HOME
 BN0741'FOR CHILDREN TO A SIDE ROAD LEFT OPPOSITE A LARGE WHITE BARN.
 BN0741'TURN LEFT (NE) ON A SIDE ROAD IN LANE AND GO 1.45 MILES TO A
 BN0741'WOODEN GATE.  GO THROUGH GATE AND CONTINUE ON MAIN ROAD FOR
 BN0741'0.7 MILE TO ROAD FORKS.  TAKE RIGHT FORK AND CONTINUE ON MAIN
 BN0741'ROAD FOR 0.9 MILE TO A ONE-STORY WHITE HOUSE, HOME OF MR. WILL
 BN0741'RIDGEWAY, AND END OF TRUCK TRAVEL.  FROM THE HOUSE FOLLOW
 BN0741'A TRAIL UP CREEK BED (SECOND CREEK) FOR ABOUT 1/3 MILE, THEN
 BN0741'FOLLOW A TRAIL UP A RIDGE BETWEEN CAT CANYON AND BOLLY
 BN0741'POINT TO THE HIGHEST POINT AND STATION.
 BN0741'
 BN0741'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 BN0741
 BN0741                          STATION RECOVERY (1944)
 BN0741
 BN0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0741'STATION IS LOCATED ABOUT 4.5 MILES, AIR LINE, ESE OF KERRVILLE
 BN0741'AND 1.5 MILES SW OF A RANCH HOUSE OCCUPIED BY MR. WILL LEE,
 BN0741'ON A FLAT WOODED HILL IN PASTURE LAND OWNED BY MR. HOWELL
 BN0741'AND CHARLEY PETERSON.
 BN0741'
 BN0741'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN OUTCROPPING
 BN0741'ROCK.
 BN0741'
 BN0741'STATION WAS USED AS A CHECK STATION AND WAS NOT OCCUPIED.
 BN0741'
 BN0741'TO REACH FROM THE POST OFFICE AT KERRVILLE, GO SE ON STATE
 BN0741'HIGHWAY 27 FOR 3.4 MILES TO THE JUNCTION OF STATE HIGHWAY
 BN0741'100 ON LEFT.  TURN LEFT ON PAVED ROAD AND GO 3.0 MILES TO
 BN0741'ROAD FORKS.  TAKE RIGHT FORK AND GO 0.3 MILE TO A RED BOARD
 BN0741'GATE, PASS THROUGH GATE AND CONTINUE ON BLADED ROAD FOR 0.7
 BN0741'MILE TO THE HOME OF MR. LEE.  FROM HERE PACK SW DOWN THE WASH
 BN0741'FOR ABOUT 0.3 MILE, THENCE LEFT ON A FOOT PATH AND UP THE RIDGE
 BN0741'BETWEEN CAT CANYON AND BOLLY POINT TO THE HIGHEST POINT OF
 BN0741'HILL AND STATION.
 BN0741'
 BN0741'A 10-FOOT SIGNAL IS REQUIRED TO CLEAR TREES.
 BN0741
 BN0741                          STATION RECOVERY (1956)
 BN0741
 BN0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0741'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 BN0741'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  THE PROPERTY IS
 BN0741'NOW OWNED BY MR. HAL PETERSON.  A COMPLETE NEW DESCRIPTION
 BN0741'FOLLOWS.
 BN0741'
 BN0741'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF KERRVILLE,
 BN0741'ON A FLAT-TOPPED HILL OVERLOOKING THE TOWN.
 BN0741'
 BN0741'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BN0741'16 AND 27 IN KERRVILLE, GO EASTERLY ON HIGHWAY 27 FOR 4.3
 BN0741'MILES TO A HARD SURFACED ROAD ON THE LEFT, TURN LEFT, CROSSING
 BN0741'RAILROAD TRACKS, AND CONTINUE EASTERLY FOR 0.7 MILE TO A
 BN0741'CATTLE GUARD ON THE LEFT, TURN LEFT, THROUGH THE CATTLE
 BN0741'GUARD AND GO 0.1 MILE TO RANCH BUILDINGS, PASS THROUGH A
 BN0741'GATE JUST TO THE RIGHT OF TWO STONE BUILDINGS AND GO NORTHERLY
 BN0741'FOR 0.6 MILE TO A CATTLE GUARD, PASS THROUGH THE CATTLE
 BN0741'GUARD, TAKE THE LEFT ROAD OF A FORK AND GO SOUTHWEST FOR
 BN0741'1 MILE TO TWO WOODEN GATES, PASS THROUGH THE RIGHT ONE AND
 BN0741'TAKE THE LEFT ROAD OF A FORK, GO 0.1 MILE TO A WOODEN GATE
 BN0741'ON THE LEFT, TURN RIGHT ON A TRACK ROAD FOR ABOUT 30 YARDS
 BN0741'TO A FORK, TAKE THE LEFT ROAD AND GO 0.55 MILE TO A
 BN0741'T-INTERSECTION, TURN RIGHT AND GO 0.5 MILE TO A CROSS ROAD AT THE
 BN0741'TOP OF A SADDLE, TURN LEFT AND GO 0.35 MILE TO A GATE,
 BN0741'PASS THROUGH THE GATE AND GO NORTHEAST FOR 0.1 MILE TO
 BN0741'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE FOR
 BN0741'0.15 MILE TO A FENCE CORNER POST ON THE RIGHT, BEAR RIGHT
 BN0741'AND THEN LEFT ON TRACK ROAD FOR 0.3 MILE, LEAVE THE TRACK
 BN0741'ROAD AT THIS POINT AND TURN LEFT FOR 0.05 MILE TO THE
 BN0741'STATION.
 BN0741'
 BN0741'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0741'STAMPED MORRISON 1935.
 BN0741'
 BN0741'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0741'STAMPED MORRISON NO 1 1935.
 BN0741'
 BN0741'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0741'STAMPED MORRISON NO 2 1935.
 BN0741'
 BN0741'REFERENCE MARK 3 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0741'STAMPED MORRISON NO 3 1935.
 BN0741'
 BN0741'THE AZIMUTH MARK IS 8 FEET NORTHEAST OF THE CENTER OF THE
 BN0741'TRACK ROAD AND 3 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS
 BN0741'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0741'STAMPED MORRISON 1956.
 BN0741'
 BN0741'OBSERVATIONS WERE MADE FROM A 77 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1167 ***********************************************************************
 CT1167  DESIGNATION -  MORRISON
 CT1167  PID         -  CT1167
 CT1167  STATE/COUNTY-  TX/TAYLOR
 CT1167  USGS QUAD   -  HAWLEY (1987)
 CT1167
 CT1167                         *CURRENT SURVEY CONTROL
 CT1167  ___________________________________________________________________
 CT1167* NAD 83(1993)-  32 30 24.73109(N)    099 50 57.65257(W)     ADJUSTED  
 CT1167* NAVD 88     -       561.4    (meters)    1842.     (feet)  VERTCON   
 CT1167  ___________________________________________________________________
 CT1167  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 CT1167  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CT1167
 CT1167  HORZ ORDER  -  FIRST
 CT1167
 CT1167.The horizontal coordinates were established by classical geodetic methods
 CT1167.and adjusted by the National Geodetic Survey in February 1996..
 CT1167
 CT1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1167
 CT1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1167
 CT1167.The geoid height was determined by GEOID03.
 CT1167
 CT1167;                    North         East     Units Scale Factor Converg.
 CT1167;SPC TXNC     - 2,093,985.015   473,216.239   MT  0.99991751   -0 44 09.3
 CT1167;SPC TXNC     - 6,870,015.84  1,552,543.61   sFT  0.99991751   -0 44 09.3
 CT1167;UTM  14      - 3,596,938.436   420,217.782   MT  0.99967849   -0 27 23.3
 CT1167
 CT1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1167!SPC TXNC     -   0.99991624  x   0.99991751  =   0.99983376
 CT1167!UTM  14      -   0.99991624  x   0.99967849  =   0.99959476
 CT1167
 CT1167|---------------------------------------------------------------------|
 CT1167| PID    Reference Object                     Distance      Geod. Az  |
 CT1167|                                                           dddmmss.s |
 CT1167| CX7791 MORRISON RM                          22.067 METERS 06530     |
 CT1167| CT1135 AIRPORT BCN DYESS AFB ABILENE       APPROX. 8.9 KM 1724355.2 |
 CT1167| CT1132 DYESS AFB OLD WATER TANK            APPROX. 9.5 KM 1882758.9 |
 CT1167| CX7789 MORRISON AZ MK                                     2264519.7 |
 CT1167| CT1153 MERKEL MAGNOLIA PLINE CO MAST       APPROX.15.1 KM 2281211.7 |
 CT1167| CU0923 MERKEL MUNICIPAL TANK               APPROX.16.6 KM 2514311.2 |
 CT1167| CU0922 MERKEL WATER TANK                   APPROX.15.5 KM 2551124.7 |
 CT1167| CT1151 MERKEL ATT MICROWAVE MAST           APPROX.12.7 KM 2621737.7 |
 CT1167| CT1168 CHURCH BELFRY W OF MORRISON         APPROX. 9.8 KM 2940226.6 |
 CT1167| CX7792 MORRISON RM 3                        24.814 METERS 31048     |
 CT1167| CX7790 MORRISON RM                          14.616 METERS 33946     |
 CT1167|---------------------------------------------------------------------|
 CT1167
 CT1167                          SUPERSEDED SURVEY CONTROL
 CT1167
 CT1167  NAD 83(1986)-  32 30 24.73726(N)    099 50 57.64085(W) AD(       ) 1
 CT1167  NAD 27      -  32 30 24.29700(N)    099 50 56.30900(W) AD(       ) 1
 CT1167  NGVD 29 (07/19/86)  561.2    (m)         1841.     (f) VERT ANG       
 CT1167
 CT1167.Superseded values are not recommended for survey control.
 CT1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1167.See file dsdata.txt to determine how the superseded data were derived.
 CT1167
 CT1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2021896938(NAD 83)
 CT1167_MARKER: N = NAIL
 CT1167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT1167_SP_SET: METAL PIPE AND CONCRETE SURROUND
 CT1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1167
 CT1167  HISTORY     - Date     Condition        Report By
 CT1167  HISTORY     - 1908     MONUMENTED       CGS
 CT1167  HISTORY     - 1936     GOOD             CGS
 CT1167  HISTORY     - 1937     GOOD             CGS
 CT1167  HISTORY     - 1938     GOOD             TXHD
 CT1167  HISTORY     - 1942     GOOD             CGS
 CT1167  HISTORY     - 1945     GOOD             CGS
 CT1167  HISTORY     - 1955     GOOD             CGS
 CT1167  HISTORY     - 1956     GOOD             USGS
 CT1167  HISTORY     - 1958     GOOD             CGS
 CT1167  HISTORY     - 1961     GOOD             AMS
 CT1167  HISTORY     - 1961     GOOD             CGS
 CT1167  HISTORY     - 1965     GOOD             CGS
 CT1167  HISTORY     - 1968     GOOD             CGS
 CT1167  HISTORY     - 1974     GOOD             NGS
 CT1167
 CT1167                          STATION DESCRIPTION
 CT1167
 CT1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 CT1167'STATION IS ABOUT 9 MILES BY ROAD NW BY W FROM ABILENE AND 2
 CT1167'MILES E AND 4 MILES N OF TYE, TOWNS ON THE TEXAS AND PACIFIC
 CT1167'RAILWAY.  IT IS IN THE MORRISON PASTURE ON THE HIGHEST POINT
 CT1167'OF THE HIGHEST HILL IN THE VICINITY, WHICH HAS A FLAT TOP,
 CT1167'ALMOST LEVEL WITH THE EDGES CUT BY RAVINES.  THE STATION IS NEAR
 CT1167'THE EXTREME WESTERN EDGE OF THE TOP OF THE HILL ABOUT 300
 CT1167'METERS (984 FEET) SSW FROM A WATER TANK AND NEAR THE HEAD OF
 CT1167'A DEEP RAVINE RUNNING SW.
 CT1167'
 CT1167'SURFACE MARK IS LARGE NAIL IN IRON PIPE SET IN CONCRETE.
 CT1167'
 CT1167'UNDERGROUND MARK IS AN IRON SPIKE IN DRILL HOLE IN BEDROCK.
 CT1167'
 CT1167'REFERENCE MARK IS IRON SPIKE IN IRON PIPE SET IN CONCRETE AND
 CT1167'IS 14.620 METERS (47.97 FEET) FROM THE STATION N 20 DEG
 CT1167'16 MIN W.  ABILENE STANDPIPE (U.S.G.S.) IS DISTANT 7.4
 CT1167'MILES S 55 DEG 13 MIN 03 SEC E.
 CT1167'
 CT1167'ELEVATION OF STATION, 561.2 METERS (1,841 FEET).
 CT1167
 CT1167                          STATION RECOVERY (1936)
 CT1167
 CT1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 CT1167'STATION RECOVERED.  BOTH MARKS WERE IN GOOD CONDITION.  THE
 CT1167'WOOTEN HOTEL IN ABILENE BEARS 109 DEG (MAGNETIC).
 CT1167'
 CT1167'STATION IS ON THE W EDGE OF THE NW SPUR OF THE MESA 1/4 MILE
 CT1167'NNE OF THE NE CORNER OF A CULTIVATED FIELD ON THE HIGHEST
 CT1167'POINT OF THE MESA.
 CT1167'
 CT1167'THE REFERENCE MARK IS N 20 DEG 16 MIN W. AND IS 14.62
 CT1167'METERS (47.97 FEET) FROM THE STATION.
 CT1167
 CT1167                          STATION RECOVERY (1937)
 CT1167
 CT1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CT1167'STATION RECOVERED AS DESCRIBED, STATION MARK FOUND IN GOOD
 CT1167'CONDITION.  REFERENCE MARK HAS BEEN TAMPERED WITH BUT NOT
 CT1167'MOVED, CONCRETE WAS ADDED TO RESTORE IT TO THE ORIGINAL SIZE
 CT1167'AND SHAPE.  FOLLOWING IS NEW DESCRIPTION--
 CT1167'
 CT1167'ABOUT 8 MILES NW OF ABILENE AND 1 MILE E AND 3-1/2 MILES N OF
 CT1167'TYE ON THE HIGHEST GROUND OF THE HIGHEST HILL IN THE VICINITY
 CT1167'WHICH IS NEAR THE NW END OF HILL.  EDGES OF HILL ARE CUT UP
 CT1167'BY RAVINES.  IN PASTURE LAND OWNED BY THE MORRISON ESTATE.
 CT1167'
 CT1167'STATION IS ABOUT 250 YARDS SW FROM A DIRT WATER RESERVOIR
 CT1167'WHICH IS NEAR THE HEAD OF A DEEP RAVINE.
 CT1167'
 CT1167'SURFACE MARK IS A LARGE NAIL IN IRON PIPE SET IN CONCRETE.
 CT1167'UNDERGROUND MARK IS AN IRON SPIKE IN DRILL HOLE IN BEDROCK.
 CT1167'REFERENCE MARK (1908) IS AN IRON SPIKE IN IRON PIPE SET IN
 CT1167'CONCRETE FLUSH WITH THE GROUND NNW OF STATION.
 CT1167'
 CT1167'ONE NEW REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED.
 CT1167'
 CT1167'REFERENCE MARK (1937) IS A STANDARD DISK SET IN CONCRETE POST
 CT1167'PROJECTING 8 INCHES.  IT IS ENE OF STATION.
 CT1167'
 CT1167'AZIMUTH MARK IS STANDARD DISK IN CONCRETE POST ABOUT 0.3 MILE
 CT1167'SW OF STATION NEAR THE NW EDGE OF A SMALL HILL, 14 PACES N OF
 CT1167'ROAD CENTER, 38 PACES N OF FENCE AND PROJECTING ABOUT 7 INCHES
 CT1167'ABOVE GROUND.
 CT1167'
 CT1167'ELEVATION OF STATION IS 561.2 METERS (1,841 FEET).
 CT1167'
 CT1167'REACHED FROM THE DEPOT IN TYE BY GOING E ON U.S. HIGHWAY 80
 CT1167'FOR 0.85 MILE, THENCE LEAVE U.S. HIGHWAY 80, TURN LEFT AND GO
 CT1167'N ON GRADED DIRT ROAD FOR 2.15 MILES, THENCE RIGHT (E) FOR
 CT1167'0.3 MILE TO A GATE ON LEFT, THEN LEAVE GRADED ROAD TURN LEFT
 CT1167'AND GO N ON TRAIL ROAD FOR 0.85 MILE TO FARM BUILDINGS.  FROM
 CT1167'FARM HOUSE CONTINUE N ALONG E SIDE OF FENCE FOR 0.15 MILE TO
 CT1167'GATE, PASS THROUGH GATE AND TURN RIGHT AND GO E ON TRAIL ROAD
 CT1167'FOR 0.4 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE 0.25
 CT1167'MILE, THEN LEAVE ROAD, TURN LEFT AND GO N ACROSS COUNTRY FOR
 CT1167'0.2 MILE TO HIGHEST POINT OF HILL AND STATION.
 CT1167
 CT1167                          STATION RECOVERY (1938)
 CT1167
 CT1167'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CT1167'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CT1167'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CT1167'
 CT1167'STATION IS REACHED FROM WEST CITY LIMITS OF TYE BY GOING E ON
 CT1167'U.S. HIGHWAY 80 FOR 0.55 MILE.  AT THIS POINT TURN N ON GRADED
 CT1167'ROAD AND GO 2.3 MILES.  THEN EASTERLY FOR 2.0 MILES TO A GATE.
 CT1167'TURN N AND GO 1.1 MILES ALONG W SIDE OF FENCE.  THEN N 40 DEG
 CT1167'W FOR 0.3 MILE.  THEN GO WESTERLY AND SOUTHWESTERLY FOR 1.2
 CT1167'MILES TO WESTERN EDGE OF MESA TO STATION ON THE HIGHEST PART
 CT1167'OF MESA AND DRAW RUNNING IN A SOUTHWESTERLY DIRECTION.
 CT1167
 CT1167                          STATION RECOVERY (1942)
 CT1167
 CT1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (ACT)
 CT1167'STATION IS REACHED FROM TEXAS AND PACIFIC RAILROAD - ROAD
 CT1167'CROSSING AT TYE, BY GOING EAST ON HIGHWAY 80 FOR 1 MILE TO
 CT1167'GRAVEL ROAD LEFT.  TURN LEFT AND GO 2.25 MILES.  TURN RIGHT
 CT1167'AND GO 3.0 MILES TO SCHOOL HOUSE.  TURN LEFT AND GO 1.0 MILE.
 CT1167'TURN LEFT AND GO 1.05 MILES TO A BOARD GATE.  PASS THROUGH
 CT1167'BOARD GATE, CONTINUE ON MAIN TRAVELED ROAD PAST A WATER
 CT1167'RESERVOIR AND SOUTH OF A FARM HOUSE TO A BOARD GATE (DISTANCE
 CT1167'BETWEEN GATES 0.7 MILE).  PASS THROUGH GATE GO 0.1 MILE TO
 CT1167'FORK, TAKE LEFT FORK UP TO TOP OF MESA 0.3 MILE TO DIM FORK
 CT1167'AND RAG ON BUSH, TAKE LEFT FORK FOR 0.3 MILE TO ANOTHER
 CT1167'FORK, TAKE RIGHT FORK (RAG ON BUSH) TO WEST EDGE OF MESA AND
 CT1167'STATION (RAG ON BUSH).
 CT1167'
 CT1167'ALL MARKS RECOVERED AS DESCRIBED.
 CT1167
 CT1167                          STATION RECOVERY (1945)
 CT1167
 CT1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CT1167'PRESENT DESCRIPTION INADEQUATE FOR PRESENT-DAY RECOVERY.  NEW
 CT1167'DESCRIPTION FOLLOWS--
 CT1167'
 CT1167'STATION IS REACHED FROM W CITY LIMITS OF TYE BY GOING E ON
 CT1167'U.S. HIGHWAY 80 FOR 0.55 MILE.  AT THIS POINT, TURN N ON GRADED
 CT1167'ROAD AND GO FOR 2.3 MILES THENCE E FOR 2.0 MILES TO A GATE,
 CT1167'TURN N AND GO 1.1 MILES ALONG W SIDE OF FENCE, THENCE ON TRACK
 CT1167'ROAD FOR 0.6 MILE TO RANCH HOUSE.  TURN LEFT IN FRONT OF HOUSE
 CT1167'AND FOLLOW TRACK ROAD SW AND W 1.2 MILES TO W EDGE AND HIGHEST
 CT1167'PART OF MESA.  MESA AND DRAW RUNNING IN A SW DIRECTION.
 CT1167'
 CT1167'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CT1167
 CT1167                          STATION RECOVERY (1955)
 CT1167
 CT1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CT1167'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CT1167'DESCRIPTION IS ADEQUATE.  NO ATTEMPT WAS MADE TO RECOVER THE
 CT1167'AZIMUTH MARK.
 CT1167
 CT1167                          STATION RECOVERY (1956)
 CT1167
 CT1167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CT1167'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32099-4, STATION 1004.
 CT1167'
 CT1167'RECOVERED BY USGS IN 1956.
 CT1167'
 CT1167'STATION MARK--A LARGE NAIL IN IRON PIPE SET IN CONCRETE.
 CT1167
 CT1167                          STATION RECOVERY (1958)
 CT1167
 CT1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CT1167'STATION RECOVERED AND ALL MARKS FOUND AS DESCRIBED IN THE
 CT1167'1937 DESCRIPTION.
 CT1167'
 CT1167'DUE TO SOME CHANGES A NEW DESCRIPTION TO REACH FOLLOWS.
 CT1167'
 CT1167'TO REACH FROM TYE, GO EAST ON OLD U.S. HIGHWAYS 80 AND 84
 CT1167'FOR 1.05 MILES TO A SIDE ROAD LEFT, TURN LEFT ACROSS THE
 CT1167'NEW HIGHWAY AND CONTINUE NORTH ON GRAVELED ROAD FOR 2.15
 CT1167'MILES, TURN RIGHT AND GO EAST FOR 1.0 MILE TO A SIDE ROAD
 CT1167'LEFT, TURN LEFT ACROSS A CATTLE GUARD AND GO NORTH FOR 0.9
 CT1167'MILE TO A FENCE CORNER ON THE LEFT.  FROM THIS POINT THE
 CT1167'STATION IS ABOUT 0.25 MILE NORTH-NORTHEAST ON HIGHEST POINT
 CT1167'OF OF HILL.
 CT1167'
 CT1167'THE AZIMUTH MARK IS ABOUT 0.25 MILE WEST OF THE FENCE CORNER
 CT1167'AND IS 36 PACES NORTH OF THE EAST-WEST FENCE LINE.
 CT1167
 CT1167                          STATION RECOVERY (1961)
 CT1167
 CT1167'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 CT1167'THIS STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 CT1167'AS DESCRIBED.
 CT1167
 CT1167                          STATION RECOVERY (1961)
 CT1167
 CT1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1167'THE STATION MARK, REFERENCE MARK 1908, REFERENCE MARK 1937
 CT1167'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED BY O.S.R.
 CT1167'IN 1937.  THE DISTANCES AND THE DIRECTIONS WERE VERIFIED.
 CT1167'
 CT1167'A NEW REFERENCE MARK N. 3 WAS ESTABLISHED BY THIS PARTY.
 CT1167'
 CT1167'FOLLOWING IS A NEW TO REACH FOR THE STATION AND A DESCRIPTION
 CT1167'FOR REFERENCE MARK NO. 3.
 CT1167'
 CT1167'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS AT THE
 CT1167'JUNCTION OF U.S. HIGHWAYS 80, 84, 83 AND 277 AT THE WEST EDGE
 CT1167'OF ABILENE, GO NORTH ON U.S. HIGHWAYS 277 AND 83 FOR 0.65 MILE
 CT1167'TO A CROSSROAD AND NORTH 10TH STREET.  TURN LEFT, WESTERLY,
 CT1167'ON A GRAVEL ROAD (NORTH 10TH STREET) FOR 0.7 MILE TO A CROSSROAD.
 CT1167'CONTINUE STRAIGHT AHEAD, NORTH, ON A GRAVEL ROAD FOR 0.5 MILE
 CT1167'TO A CROSSROAD.  CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.3
 CT1167'MILE TO A OVERPASS.  CONTINUE NORTH ON THE GRAVEL ROAD FOR
 CT1167'1.85 MILES TO A CROSSROAD AND A GRAVEL PIT IN THE NORTHWEST
 CT1167'CORNER OF THE CROSSROAD.  CONTINUE STRAIGHT AHEAD, NORTH, ON
 CT1167'THE GRAVEL ROAD FOR 1.0 MILE TO A T-INTERSECTION.  TURN
 CT1167'LEFT, WEST, ON A GRAVEL ROAD FOR 1.0 MILE TO TWO GATES.
 CT1167'PASS THROUGHT THE LEFT GATE AND GO WESTERLY ON A GRAVEL ROAD
 CT1167'FOR 0.5 MILE TO A GATE ON THE RIGHT.  CONTINUE WESTERLY ON
 CT1167'THE GRAVEL ROAD FOR 0.3 MILE TO A DIM TRACK ROAD ON THE
 CT1167'RIGHT.  TURN RIGHT, NORTH, ON THE TRACK ROAD FOR 0.05 MILE
 CT1167'TO A METAL GATE.  PASS THROUGH THE GATE AND GO NORTH FOR
 CT1167'ABOUT 200 FEET TO THE NORTHEAST CORNER OF A GRAVEL PIT.  BEAR
 CT1167'LEFT AND GO NORTHWEST BETWEEN TWO GRAVEL PITS FOR 0.15 MILE TO
 CT1167'A TRACK ROAD GOING WESTERLY THROUGH A PASTURE.  GO WEST
 CT1167'AND NORTHWEST ON THE TRACK ROAD THROUGH THE PASTURE FOR
 CT1167'0.2 MILE TO THE STATION.
 CT1167'
 CT1167'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 CT1167'THROUGH THE PASTURE FOR ABOUT 0.7 MILE TO AN EAST-WEST FENCE.
 CT1167'TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR
 CT1167'ABOUT 0.2 MILE TO A FENCE CORNER AT THE SOUTHWEST CORNER OF
 CT1167'THE PASTURE.  FROM HERE THE AZIMUTH MARK IS ABOUT 0.05 MILE
 CT1167'WEST OF THE FENCE CORNER, NEAR THE NORTHWEST EDGE OF A SMALL
 CT1167'HILL.
 CT1167'
 CT1167'THE AZIMUTH MARK IS 115 FEET NORTH OF A FENCE, 4 FEET SOUTHEAST
 CT1167'OF A METAL WITNESS POST AND ABOUT 0.05 MILE WEST OF A CORRAL.
 CT1167'
 CT1167'THE STATION MARK IS 3.5 FEET NORTH OF A METAL WITNESS POST.
 CT1167'
 CT1167'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MORRISON NO 3
 CT1167'1908 1937, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 CT1167'INCHES.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 CT1167'
 CT1167'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT1167'
 CT1167'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CT1167
 CT1167                          STATION RECOVERY (1965)
 CT1167
 CT1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EFS)
 CT1167'STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 CT1167
 CT1167                          STATION RECOVERY (1968)
 CT1167
 CT1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LWH)
 CT1167'STATION, REFERENCE MARK NO. 1, NO. 2, NO. 3 AND AZIMUTH MARK ALL
 CT1167'RECOVERED AS DESCRIBED.
 CT1167
 CT1167                          STATION RECOVERY (1974)
 CT1167
 CT1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 CT1167'THE STATION, REFERENCE MARKS 1908, 1937, 3, AND THE AZIMUTH
 CT1167'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 CT1167'DIRECTIONS CHECKED FAVORABLY WITH THE 1961 OBSERVATIONS.  DUE
 CT1167'TO CHANGES IN THE ROUTE TO THE STATION A NEW TO REACH FOLLOWS--
 CT1167'
 CT1167'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF ABILENE,
 CT1167'7-1/2 MILES SOUTHWEST OF HAWLEY, 4-1/2 MILES NORTHEAST OF TYE,
 CT1167'AND IS ON PROPERTY OWNED BY MR. JIM SKINNER, SR., WHOSE ADDRESS
 CT1167'IS 31437 TANGLE WOOD, ABILENE, TEXAS 79605.  PHONE NUMBER
 CT1167'915-692-1671.
 CT1167'
 CT1167'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CT1167'277 AND NORTH 10TH STREET IN THE WEST EDGE OF ABILENE, GO
 CT1167'WEST AND NORTHWEST ON NORTH 10TH STREET, A GRAVELED ROAD,
 CT1167'FOR 1.15 MILES TO A SIDE ROAD LEFT.  CONTINUE AHEAD FOR 0.4
 CT1167'MILE TO A CROSSROAD AT OVERPASS OVER INTERSTATE 20.  CONTINUE
 CT1167'AHEAD NORTHERLY ON A NOW SURFACED ROAD FOR 2.8 MILES TO A
 CT1167'T-ROAD, SURFACED ROAD MAKES A RIGHT TURN.  TURN LEFT AND GO
 CT1167'WEST ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT.
 CT1167'CONTINUE AHEAD FOR 0.55 MILE TO TWO GATES.  PASS THROUGH THE
 CT1167'LEFT GATE AND GO WESTERLY FOR 0.05 MILE TO A GATE.  PASS
 CT1167'THROUGH THE GATE AND CONTINUE WESTERLY ON TRACK ROAD FOR 0.45
 CT1167'MILE TO A SIDE TRACK ROAD RIGHT.  TURN RIGHT AND GO
 CT1167'NORTHERLY FOR 0.05 MILE TO A METAL GATE.  PASS
 CT1167'THROUGH GATE AND GO NORTH, WEST AND NORTH FOR 0.15 MILE
 CT1167'TO A FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO A 3-WAY FORK.
 CT1167'TAKE LEFT FORK AND GO 0.2 MILE TO A FORK.  TAKE RIGHT FORK
 CT1167'AND GO SOUTHWESTERLY ON A DIM TRACK ROAD FOR 0.2 MILE TO
 CT1167'A FORK.  (TAKE LEFT FORK AND GO SOUTHWESTERLY ON DIM TRACK
 CT1167'ROAD 0.5 MILE TO A FENCE CORNER AND THE AZIMUTH MARK 0.05
 CT1167'MILE WEST OF FENCE.  TAKE RIGHT FORK AND GO
 CT1167'NORTHWESTERLY FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CT1167'
 CT1167'THE STATION IS A SPIKE IN THE CENTER OF A PIPE IN THE CENTER
 CT1167'AN IRREGULAR MASS OF CONCRETE WITH U S C AND G S 1908 PRINTED
 CT1167'ON THE OUTER EDGE OF THE CONCRETE.  IT IS 87 FEET SOUTHWEST OF A
 CT1167'DIM TRACK ROAD AND 3.5 FEET NORTH-NORTH EAST OF A METAL WITNESS
 CT1167'POST WITH SIGN ATTACHED.
 CT1167'
 CT1167'REFERENCE MARK 1908 IS A SPIKE IN A PIPE IN THE CENTER OF AN
 CT1167'IRREGULAR MASS OF CONCRETE WITH U S C AND G S 1908 PRINTED
 CT1167'IN THE OUTER EDGE OF THE CONCRETE.  IT IS 51.5 FEET NORTH
 CT1167'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 CT1167'
 CT1167'REFERENCE MARK 1937 IS A STANDARD DISK STAMPED MORRISON 1908
 CT1167'1937, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CT1167'THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 CT1167'IS 75 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 CT1167'ATTACHED.
 CT1167'
 CT1167'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MORRISON 1908
 CT1167'NO 3 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CT1167'THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 CT1167'IS 84 FEET NORTHWEST OF A METAL WITNESS POST WITH A SIGN
 CT1167'ATTACHED.
 CT1167'
 CT1167'AZIMUTH MARK IS A STANDARD DISK STAMPED MORRISON 1908 1937,
 CT1167'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CT1167'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 CT1167'IS 115 FEET NORTHWEST OF A FENCE, 4.5 FEET SOUTHEAST OF A
 CT1167'METAL WITNESS POST WITH A SIGN ATTACHED AND 0.05 MILE WEST
 CT1167'OF A CORRAL.
 CT1167'
 CT1167'NO MEASUREMENT FROM REFERENCE MARK NO 3 TO REFERENCE MARK
 CT1167'1908 OR REFERENCE MARK 1937 DUE TO BRUSH AND TREES ON LINE.
 CT1167'
 CT1167'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 CT1167'
 CT1167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 CT1167'NORTHEAST OF TYE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0909 ***********************************************************************
 BP0909  DESIGNATION -  MORRISS ET
 BP0909  PID         -  BP0909
 BP0909  STATE/COUNTY-  TX/BREWSTER
 BP0909  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0909
 BP0909                         *CURRENT SURVEY CONTROL
 BP0909  ___________________________________________________________________
 BP0909* NAD 83(1993)-  30 21 34.57643(N)    103 33 02.79635(W)     ADJUSTED  
 BP0909* NAVD 88     -      1652.     (meters)    5420.     (feet)  SCALED    
 BP0909  ___________________________________________________________________
 BP0909  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 BP0909  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 BP0909
 BP0909  HORZ ORDER  -  THIRD
 BP0909
 BP0909.The horizontal coordinates were established by classical geodetic methods
 BP0909.and adjusted by the National Geodetic Survey in February 1996..
 BP0909
 BP0909.The orthometric height was scaled from a topographic map.
 BP0909
 BP0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0909
 BP0909.The geoid height was determined by GEOID03.
 BP0909
 BP0909;                    North         East     Units Scale Factor Converg.
 BP0909;SPC TXSC     - 4,288,503.100   162,604.568   MT  1.00002292   -2 13 46.1
 BP0909;SPC TXSC     -14,069,863.92    533,478.49   sFT  1.00002292   -2 13 46.1
 BP0909;UTM  13      - 3,359,523.914   639,274.855   MT  0.99983930   +0 43 57.3
 BP0909
 BP0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0909!SPC TXSC     -   0.99974387  x   1.00002292  =   0.99976679
 BP0909!UTM  13      -   0.99974387  x   0.99983930  =   0.99958322
 BP0909
 BP0909:                Primary Azimuth Mark                     Grid Az
 BP0909:SPC TXSC     -  ORD 2                                    167 44 59.7
 BP0909:UTM  13      -  ORD 2                                    164 47 16.3
 BP0909
 BP0909|---------------------------------------------------------------------|
 BP0909| PID    Reference Object                     Distance      Geod. Az  |
 BP0909|                                                           dddmmss.s |
 BP0909| BP0912 ORD 2                               APPROX.13.6 KM 1653113.6 |
 BP0909|---------------------------------------------------------------------|
 BP0909
 BP0909                          SUPERSEDED SURVEY CONTROL
 BP0909
 BP0909  NAD 83(1986)-  30 21 34.56713(N)    103 33 02.79632(W) AD(       ) 3
 BP0909  NAD 27      -  30 21 34.02900(N)    103 33 01.09100(W) AD(       ) 3
 BP0909
 BP0909.Superseded values are not recommended for survey control.
 BP0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0909.See file dsdata.txt to determine how the superseded data were derived.
 BP0909
 BP0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP3927559524(NAD 83)
 BP0909_MARKER: DD = SURVEY DISK
 BP0909_SETTING: 80 = SET IN A BOULDER
 BP0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0909+STABILITY: SURFACE MOTION
 BP0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0909+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 BP0909
 BP0909  HISTORY     - Date     Condition        Report By
 BP0909  HISTORY     - 1975     MONUMENTED       USGS
 BP0909  HISTORY     - 20030812 GOOD             INDIV
 BP0909
 BP0909                          STATION DESCRIPTION
 BP0909
 BP0909'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 BP0909'THE STATION IS LOCATED N. 90 DEGREES E. ABOUT 6.5 MI. FROM ALPINE
 BP0909'TEXAS, ON THE HIGHEST POINT OF BULLFROG MOUNTAIN.
 BP0909'
 BP0909'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 90 AND 67 AND STATE
 BP0909'HIGHWAY 118 IN ALPINE, TEXAS, GO S. ON STATE HIGHWAY 118 FOR 0.35 MI.
 BP0909'TO A T-RD. E., TURN LEFT E. AND GO 0.85 MI. ON A PAVED RD. TO A T-RD.
 BP0909'S. TURN RIGHT S. AND GO 0.15 MI. ALONG W. SIDE OF CEMENTERY TO A GATE
 BP0909'AND END OF PAVEMENT, CONTINUE S. THRU GATE ALONG GRAVEL RD. FOR 0.75
 BP0909'MI. TO Y-RD., TAKE RIGHT FORK AND GO 0.15 MI. ON A TRACK RD. TO GATE,
 BP0909'CONTINUE THRU GATE AND GO SE. FOR 0.55 MI. TO GATE, THRU GATE AND GO
 BP0909'E. ALONG TRACK RD. FOR 0.35 MI. TO A Y-RD., TAKE LEFT FORK AND GO 0.1
 BP0909'MI. TO A T-RD. N., CONTINUE E. ALONG TRACK RD. FOR 0.8 MI. TO A Y-RD.,
 BP0909'TAKE RIGHT FORK AND GO 0.1 MI. TO A T-RD. S., CONTINUE E. ALONG TRACK
 BP0909'RD. FOR 0.7 MI. TO A T-RD. N., CONTINUE E. ALONG TRACK RD. FOR 1.7 MI.
 BP0909'TO A Y-RD., TAKE LEFT FORK AND GO 1.15 MI. TO A STEEP GRADE, CONTINUE
 BP0909'ALONG 4-WHEEL DRIVE RD. FOR 0.25 MI. TO TOP OF MOUNTAIN AND STATION,
 BP0909'LOCATED 65 FT. SE. OF A SMALL BUILDING AND 3 FT. N. OF A USGS WITNESS
 BP0909'SIGN NAILED TO A POWERLINE POLE.
 BP0909'
 BP0909'STATION MARK - USGS BRASS TABLET SET IN A 1 FT.X 2 FT. BOULDER
 BP0909'PROJECTING 0.5 FT. ABOVE GROUND STAMPED ---MORRISS-ET 1975---.
 BP0909'
 BP0909'REFERENCE MARKS - NONE.
 BP0909
 BP0909                          STATION RECOVERY (2003)
 BP0909
 BP0909'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RJM)
 BP0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0579 ***********************************************************************
 CR0579  DESIGNATION -  MORROW
 CR0579  PID         -  CR0579
 CR0579  STATE/COUNTY-  TX/HENDERSON
 CR0579  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0579
 CR0579                         *CURRENT SURVEY CONTROL
 CR0579  ___________________________________________________________________
 CR0579* NAD 83(1993)-  32 06 05.86994(N)    095 48 31.39513(W)     ADJUSTED  
 CR0579* NAVD 88     -       119.502  (meters)     392.07   (feet)  ADJUSTED  
 CR0579  ___________________________________________________________________
 CR0579  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CR0579  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR0579  DYNAMIC HT  -         119.362 (meters)     391.61  (feet)  COMP
 CR0579  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 CR0579
 CR0579  HORZ ORDER  -  THIRD
 CR0579  VERT ORDER  -  SECOND    CLASS 0
 CR0579
 CR0579.The horizontal coordinates were established by classical geodetic methods
 CR0579.and adjusted by the National Geodetic Survey in February 1996..
 CR0579
 CR0579.The orthometric height was determined by differential leveling
 CR0579.and adjusted by the National Geodetic Survey in June 1991..
 CR0579
 CR0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0579
 CR0579.The geoid height was determined by GEOID03.
 CR0579
 CR0579.The dynamic height is computed by dividing the NAVD 88
 CR0579.geopotential number by the normal gravity value computed on the
 CR0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0579.degrees latitude (g = 980.6199 gals.).
 CR0579
 CR0579.The modeled gravity was interpolated from observed gravity values.
 CR0579
 CR0579;                    North         East     Units Scale Factor Converg.
 CR0579;SPC TXNC     - 2,051,488.456   854,000.993   MT  1.00000893   +1 28 04.1
 CR0579;SPC TXNC     - 6,730,591.71  2,801,834.92   sFT  1.00000893   +1 28 04.1
 CR0579;SPC TX C     - 3,278,632.046 1,126,982.984   MT  1.00006594   +2 19 49.6
 CR0579;SPC TX C     -10,756,645.30  3,697,443.34   sFT  1.00006594   +2 19 49.6
 CR0579;UTM  15      - 3,555,154.914   234,947.810   MT  1.00046647   -1 29 36.6
 CR0579
 CR0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0579!SPC TXNC     -   0.99998527  x   1.00000893  =   0.99999420
 CR0579!SPC TX C     -   0.99998527  x   1.00006594  =   1.00005121
 CR0579!UTM  15      -   0.99998527  x   1.00046647  =   1.00045174
 CR0579
 CR0579|---------------------------------------------------------------------|
 CR0579| PID    Reference Object                     Distance      Geod. Az  |
 CR0579|                                                           dddmmss.s |
 CR0579| CR0578 MORROW RM 1                          26.670 METERS 08359     |
 CR0579| CR0575 MORROW AZ MK                                       1702912.4 |
 CR0579| CR0577 MORROW RM 2                          36.744 METERS 17610     |
 CR0579|---------------------------------------------------------------------|
 CR0579
 CR0579                          SUPERSEDED SURVEY CONTROL
 CR0579
 CR0579  NAD 83(1986)-  32 06 05.87841(N)    095 48 31.37902(W) AD(       ) 3
 CR0579  NAD 27      -  32 06 05.31400(N)    095 48 30.51000(W) AD(       ) 3
 CR0579  NGVD 29 (??/??/92)  119.502  (m)          392.07   (f) ADJ UNCH    2 0
 CR0579
 CR0579.Superseded values are not recommended for survey control.
 CR0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0579.See file dsdata.txt to determine how the superseded data were derived.
 CR0579
 CR0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3494855155(NAD 83)
 CR0579_MARKER: DB = BENCH MARK DISK
 CR0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0579_STAMPING: MORROW 1947
 CR0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0579+STABILITY: SURFACE MOTION
 CR0579
 CR0579  HISTORY     - Date     Condition        Report By
 CR0579  HISTORY     - 1947     MONUMENTED       CGS
 CR0579  HISTORY     - 1947     GOOD             CGS
 CR0579  HISTORY     - 19771202 MARK NOT FOUND   USGS
 CR0579
 CR0579                          STATION DESCRIPTION
 CR0579
 CR0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CR0579'THE STATION IS ABOUT 7 MILES SOUTH OF ATHENS, 0.1 MILE SOUTH OF
 CR0579'A FILLING STATION, 40 FEET WEST OF THE CENTER OF STATE HIGHWAY
 CR0579'NO. 19, 20.5 FEET NORTHEAST OF THE CENTER OF A BOARD GATE,
 CR0579'10 FEET EAST OF A WIRE FENCE, AND 9 FEET EAST OF A REFERENCE
 CR0579'POST.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED MORROW
 CR0579'1947.
 CR0579'
 CR0579'REFERENCE MARK NO. 1 IS 47.5 FEET EAST OF THE CENTER OF STATE
 CR0579'HIGHWAY NO. 19 AND 2 FEET WEST OF A WIRE FENCE.  IT PROJECTS
 CR0579'6 INCHES AND IS STAMPED MORROW NO 1 1947.
 CR0579'
 CR0579'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE CENTER OF STATE
 CR0579'HIGHWAY NO. 19 AND 2 FEET EAST OF A WIRE FENCE.  IT PROJECTS
 CR0579'4 INCHES AND IS STAMPED MORROW NO 2 1947.
 CR0579'
 CR0579'AZIMUTH MARK IS 54 FEET EAST OF THE CENTER OF INTERSECTION OF
 CR0579'A CROSSROAD, 5 FEET NORTH OF A FENCE CORNER, 1.8 FEET NORTH
 CR0579'OF A REFERENCE POST, AND 1.5 FEET WEST OF A WIRE FENCE.  IT
 CR0579'PROJECTS 4 INCHES AND IS STAMPED MORROW 1947.
 CR0579'
 CR0579'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT HOUSE
 CR0579'SQUARE IN ATHENS, GO SOUTH ON STATE HIGHWAY NO. 19 FOR 7.8 MILES TO
 CR0579'THE TOP OF A SMALL GRADE AND THE STATION ON THE RIGHT.
 CR0579'
 CR0579'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 CR0579'HIGHWAY NO. 19 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CR0579'
 CR0579'A 107 FOOT SIGNAL AT COON 1935 IS VISIBLE AT 37 FEET.
 CR0579'
 CR0579'A 100 FOOT SIGNAL AT HOLLYWOOD IS VISIBLE AT 37 FEET.
 CR0579'
 CR0579'AN 87 FOOT SIGNAL AT ATHENS 1935 IS VISIBLE AT 64 FEET.
 CR0579'
 CR0579'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR0579
 CR0579                          STATION RECOVERY (1947)
 CR0579
 CR0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CR0579'7.4 MI S FROM ATHENS.
 CR0579'7.4 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT ATHENS,
 CR0579'0.1 MILE SOUTH OF A STORE AND FILLING STATION, 41 FEET WEST OF THE
 CR0579'CENTER LINE OF THE HIGHWAY, 16 FEET NORTHEAST OF THE NORTH END OF A
 CR0579'WOODEN GATE, 11 FEET EAST OF A FENCE, 11 FEET EAST OF A POWER LINE, 9
 CR0579'FEET EAST OF A 4X4 MARKER POST.  A BRONZE TRIANGULATION STATION DISK
 CR0579'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CR0579
 CR0579                          STATION RECOVERY (1977)
 CR0579
 CR0579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0575 ***********************************************************************
 CR0575  DESIGNATION -  MORROW AZ MK
 CR0575  PID         -  CR0575
 CR0575  STATE/COUNTY-  TX/HENDERSON
 CR0575  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0575
 CR0575                         *CURRENT SURVEY CONTROL
 CR0575  ___________________________________________________________________
 CR0575* NAD 83(1986)-  32 05 26.     (N)    095 48 21.     (W)     SCALED    
 CR0575* NAVD 88     -       111.620  (meters)     366.21   (feet)  ADJUSTED  
 CR0575  ___________________________________________________________________
 CR0575  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CR0575  DYNAMIC HT  -         111.490 (meters)     365.78  (feet)  COMP
 CR0575  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CR0575
 CR0575  VERT ORDER  -  SECOND    CLASS 0
 CR0575
 CR0575.The horizontal coordinates were scaled from a topographic map and have
 CR0575.an estimated accuracy of +/- 6 seconds.
 CR0575
 CR0575.The orthometric height was determined by differential leveling
 CR0575.and adjusted by the National Geodetic Survey in June 1991..
 CR0575
 CR0575.The geoid height was determined by GEOID03.
 CR0575
 CR0575.The dynamic height is computed by dividing the NAVD 88
 CR0575.geopotential number by the normal gravity value computed on the
 CR0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0575.degrees latitude (g = 980.6199 gals.).
 CR0575
 CR0575.The modeled gravity was interpolated from observed gravity values.
 CR0575
 CR0575;                    North         East    Units  Estimated Accuracy
 CR0575;SPC TXNC     - 2,050,270.      854,310.      MT  (+/- 180 meters Scaled)
 CR0575
 CR0575                          SUPERSEDED SURVEY CONTROL
 CR0575
 CR0575  NGVD 29 (??/??/92)  111.620  (m)          366.21   (f) ADJ UNCH    2 0
 CR0575
 CR0575.Superseded values are not recommended for survey control.
 CR0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0575.See file dsdata.txt to determine how the superseded data were derived.
 CR0575
 CR0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR351539(NAD 83)
 CR0575_MARKER: DZ = AZIMUTH MARK DISK
 CR0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0575_STAMPING: MORROW 1947
 CR0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0575+STABILITY: SURFACE MOTION
 CR0575
 CR0575  HISTORY     - Date     Condition        Report By
 CR0575  HISTORY     - 1947     MONUMENTED       CGS
 CR0575  HISTORY     - 19771202 MARK NOT FOUND   USGS
 CR0575
 CR0575                          STATION DESCRIPTION
 CR0575
 CR0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0575'8.2 MI S FROM ATHENS.
 CR0575'8.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT ATHENS,
 CR0575'AT THE JUNCTION OF STATE HIGHWAY 19 AND A DIRT ROAD LEADING TO KOON
 CR0575'KREEK KLUB, ABOUT 200 FEET EAST OF A WHITE FRAME HOUSE, 52 FEET EAST
 CR0575'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER LINE OF
 CR0575'AN EAST AND WEST ROAD, 6 FEET NORTH OF A FENCE CORNER, 2 FEET NORTH OF
 CR0575'A 4X4 MARKER POST, 1 FOOT WEST OF A FENCE.  A BRONZE AZIMUTH MARK DISK
 CR0575'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 CR0575'GROUND.
 CR0575
 CR0575                          STATION RECOVERY (1977)
 CR0575
 CR0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0578 ***********************************************************************
 CR0578  DESIGNATION -  MORROW RM 1
 CR0578  PID         -  CR0578
 CR0578  STATE/COUNTY-  TX/HENDERSON
 CR0578  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0578
 CR0578                         *CURRENT SURVEY CONTROL
 CR0578  ___________________________________________________________________
 CR0578* NAD 83(1986)-  32 06 06.     (N)    095 48 31.     (W)     SCALED    
 CR0578* NAVD 88     -       120.017  (meters)     393.76   (feet)  ADJUSTED  
 CR0578  ___________________________________________________________________
 CR0578  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR0578  DYNAMIC HT  -         119.877 (meters)     393.30  (feet)  COMP
 CR0578  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 CR0578
 CR0578  VERT ORDER  -  SECOND    CLASS 0
 CR0578
 CR0578.The horizontal coordinates were scaled from a topographic map and have
 CR0578.an estimated accuracy of +/- 6 seconds.
 CR0578
 CR0578.The orthometric height was determined by differential leveling
 CR0578.and adjusted by the National Geodetic Survey in June 1991..
 CR0578
 CR0578.The geoid height was determined by GEOID03.
 CR0578
 CR0578.The dynamic height is computed by dividing the NAVD 88
 CR0578.geopotential number by the normal gravity value computed on the
 CR0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0578.degrees latitude (g = 980.6199 gals.).
 CR0578
 CR0578.The modeled gravity was interpolated from observed gravity values.
 CR0578
 CR0578;                    North         East    Units  Estimated Accuracy
 CR0578;SPC TXNC     - 2,051,490.      854,010.      MT  (+/- 180 meters Scaled)
 CR0578
 CR0578                          SUPERSEDED SURVEY CONTROL
 CR0578
 CR0578  NGVD 29 (??/??/92)  120.017  (m)          393.76   (f) ADJ UNCH    2 0
 CR0578
 CR0578.Superseded values are not recommended for survey control.
 CR0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0578.See file dsdata.txt to determine how the superseded data were derived.
 CR0578
 CR0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR349551(NAD 83)
 CR0578_MARKER: DR = REFERENCE MARK DISK
 CR0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0578_STAMPING: MORROW NO 1 1947
 CR0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0578+STABILITY: SURFACE MOTION
 CR0578
 CR0578  HISTORY     - Date     Condition        Report By
 CR0578  HISTORY     - 1947     MONUMENTED       CGS
 CR0578  HISTORY     - 19771202 SEE DESCRIPTION  USGS
 CR0578
 CR0578                          STATION DESCRIPTION
 CR0578
 CR0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0578'7.4 MI S FROM ATHENS.
 CR0578'7.4 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT ATHENS,
 CR0578'0.1 MILE SOUTH OF A STORE AND FILLING STATION, 88 FEET EAST OF
 CR0578'TRIANGULATION STATION MORROW, 48 FEET EAST OF THE CENTER LINE OF THE
 CR0578'HIGHWAY, 3 FEET WEST OF A POWER LINE, 2 FEET WEST OF A FENCE.  A
 CR0578'BRONZE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CR0578'PROJECTS 5 INCHES ABOVE THE GROUND.
 CR0578
 CR0578                          STATION RECOVERY (1977)
 CR0578
 CR0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0578'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0577 ***********************************************************************
 CR0577  DESIGNATION -  MORROW RM 2
 CR0577  PID         -  CR0577
 CR0577  STATE/COUNTY-  TX/HENDERSON
 CR0577  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0577
 CR0577                         *CURRENT SURVEY CONTROL
 CR0577  ___________________________________________________________________
 CR0577* NAD 83(1986)-  32 06 06.     (N)    095 48 31.     (W)     SCALED    
 CR0577* NAVD 88     -       119.907  (meters)     393.39   (feet)  ADJUSTED  
 CR0577  ___________________________________________________________________
 CR0577  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR0577  DYNAMIC HT  -         119.768 (meters)     392.94  (feet)  COMP
 CR0577  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 CR0577
 CR0577  VERT ORDER  -  SECOND    CLASS 0
 CR0577
 CR0577.The horizontal coordinates were scaled from a topographic map and have
 CR0577.an estimated accuracy of +/- 6 seconds.
 CR0577
 CR0577.The orthometric height was determined by differential leveling
 CR0577.and adjusted by the National Geodetic Survey in June 1991..
 CR0577
 CR0577.The geoid height was determined by GEOID03.
 CR0577
 CR0577.The dynamic height is computed by dividing the NAVD 88
 CR0577.geopotential number by the normal gravity value computed on the
 CR0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0577.degrees latitude (g = 980.6199 gals.).
 CR0577
 CR0577.The modeled gravity was interpolated from observed gravity values.
 CR0577
 CR0577;                    North         East    Units  Estimated Accuracy
 CR0577;SPC TXNC     - 2,051,490.      854,010.      MT  (+/- 180 meters Scaled)
 CR0577
 CR0577                          SUPERSEDED SURVEY CONTROL
 CR0577
 CR0577  NGVD 29 (??/??/92)  119.908  (m)          393.40   (f) ADJ UNCH    2 0
 CR0577
 CR0577.Superseded values are not recommended for survey control.
 CR0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0577.See file dsdata.txt to determine how the superseded data were derived.
 CR0577
 CR0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR349551(NAD 83)
 CR0577_MARKER: DR = REFERENCE MARK DISK
 CR0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0577_STAMPING: MORROW NO 2 1947
 CR0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0577+STABILITY: SURFACE MOTION
 CR0577
 CR0577  HISTORY     - Date     Condition        Report By
 CR0577  HISTORY     - 1947     MONUMENTED       CGS
 CR0577  HISTORY     - 19771202 SEE DESCRIPTION  USGS
 CR0577
 CR0577                          STATION DESCRIPTION
 CR0577
 CR0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0577'7.4 MI S FROM ATHENS.
 CR0577'7.4 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT ATHENS,
 CR0577'0.1 MILE SOUTH OF A STORE AND FILLING STATION, 110 FEET SOUTH OF
 CR0577'TRIANGULATION STATION MORROW, 98 FEET SOUTH OF THE SOUTH END OF A
 CR0577'WOODEN GATE, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 CR0577'EAST OF A FENCE.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 CR0577'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CR0577
 CR0577                          STATION RECOVERY (1977)
 CR0577
 CR0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0577'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0898 ***********************************************************************
 GK0898  DESIGNATION -  MORSE
 GK0898  PID         -  GK0898
 GK0898  STATE/COUNTY-  TX/HUTCHINSON
 GK0898  USGS QUAD   -  CAPPS SWITCH SE (1974)
 GK0898
 GK0898                         *CURRENT SURVEY CONTROL
 GK0898  ___________________________________________________________________
 GK0898* NAD 83(1993)-  36 03 10.03693(N)    101 33 37.69941(W)     ADJUSTED  
 GK0898* NAVD 88     -      1015.     (meters)    3330.     (feet)  SCALED    
 GK0898  ___________________________________________________________________
 GK0898  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 GK0898  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 GK0898
 GK0898  HORZ ORDER  -  FIRST
 GK0898
 GK0898.The horizontal coordinates were established by classical geodetic methods
 GK0898.and adjusted by the National Geodetic Survey in February 1996..
 GK0898
 GK0898.The orthometric height was scaled from a topographic map.
 GK0898
 GK0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0898
 GK0898.The geoid height was determined by GEOID03.
 GK0898
 GK0898;                    North         East     Units Scale Factor Converg.
 GK0898;SPC TX N     - 1,227,737.282   194,551.404   MT  0.99997216   -0 02 06.2
 GK0898;SPC TX N     - 4,028,001.40    638,290.73   sFT  0.99997216   -0 02 06.2
 GK0898;UTM  14      - 3,992,837.598   269,360.842   MT  1.00025549   -1 30 27.3
 GK0898
 GK0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0898!SPC TX N     -   0.99984485  x   0.99997216  =   0.99981701
 GK0898!UTM  14      -   0.99984485  x   1.00025549  =   1.00010030
 GK0898
 GK0898:                Primary Azimuth Mark                     Grid Az
 GK0898:SPC TX N     -  MORSE PERRYTON EQUITY ELEVATOR           083 37 10.5
 GK0898:UTM  14      -  MORSE PERRYTON EQUITY ELEVATOR           085 05 31.6
 GK0898
 GK0898|---------------------------------------------------------------------|
 GK0898| PID    Reference Object                     Distance      Geod. Az  |
 GK0898|                                                           dddmmss.s |
 GK0898| GK0865 MORSE PERRYTON EQUITY ELEVATOR      APPROX. 8.0 KM 0833504.3 |
 GK0898| GK0867 MORSE CHURCH SPIRE                  APPROX. 7.4 KM 0840330.3 |
 GK0898| CM9584 MORSE RM 1                           21.784 METERS 10711     |
 GK0898| CM9585 MORSE RM 2                           28.630 METERS 20459     |
 GK0898| GK0901 CAPPS RR SID CATOR GRAIN ELEV       APPROX. 7.5 KM 2571121.5 |
 GK0898| GK0900 CAPPS RR SID GLUCK GRAIN ELEV       APPROX. 7.7 KM 2573602.8 |
 GK0898| CM9583 MORSE AZ MK                                        2681933.1 |
 GK0898|---------------------------------------------------------------------|
 GK0898
 GK0898                          SUPERSEDED SURVEY CONTROL
 GK0898
 GK0898  NAD 83(1993)-  36 03 10.03661(N)    101 33 37.69951(W) AD(       ) 1
 GK0898  NAD 83(1986)-  36 03 10.04596(N)    101 33 37.68717(W) AD(       ) 1
 GK0898  NAD 27      -  36 03 09.91700(N)    101 33 36.08800(W) AD(       ) 1
 GK0898
 GK0898.Superseded values are not recommended for survey control.
 GK0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0898.See file dsdata.txt to determine how the superseded data were derived.
 GK0898
 GK0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6936192838(NAD 83)
 GK0898_MARKER: DS = TRIANGULATION STATION DISK
 GK0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0898
 GK0898  HISTORY     - Date     Condition        Report By
 GK0898  HISTORY     - 1952     MONUMENTED       CGS
 GK0898  HISTORY     - 1953     GOOD             CGS
 GK0898  HISTORY     - 1968     GOOD             CGS
 GK0898
 GK0898                          STATION DESCRIPTION
 GK0898
 GK0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 GK0898'THE STATION IS LOCATED ABOUT 17 MILES AIR LINE NORTH-NORTHWEST
 GK0898'OF STINNETT.  15 MILES EAST-NORTHEAST OF SUNRAY.  4-1/2 MILES
 GK0898'WEST-SOUTHWEST OF MORSE.  3 MILES NORTH OF FARM ROAD 281.  50
 GK0898'FEET EAST-NORTHEAST OF A CATTLE GUARD AND 40 FEET NORTH OF
 GK0898'THE CENTER OF A GRADED DIRT ROAD.
 GK0898'
 GK0898'TO REACH THE STATION FROM THE INTERSECTION AT THE NORTHWEST
 GK0898'CORNER OF THE MORSE SCHOOL GROUNDS, GO SOUTH ON THE DIRT ROAD
 GK0898'FOR 0.7 MILE TO A CROSS ROAD.  TURN RIGHT, WEST, ON THE GRADED
 GK0898'DIRT ROAD AND GO 4.5 MILES TO A T-ROAD RIGHT, NORTH AND A
 GK0898'CATTLE GUARD ON THE T-ROAD.  THERE IS ALSO A POWER LINE RUNNING
 GK0898'NORTH OFF THE MAIN EAST-WEST POWER LINE AT THIS POINT.  THE
 GK0898'STATION IS IN THE NORTHEAST CORNER OF THE INTERSECTION.
 GK0898'
 GK0898'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON THE
 GK0898'GRADED DIRT ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT,
 GK0898'15 YARDS EAST OF A WIRE GATE.
 GK0898'
 GK0898'THE STATION MARK, STAMPED MORSE 1952, IS A BRONZE DISK SET IN
 GK0898'A ROUND CONCRETE POST 18 INCHES BELOW THE SURFACE OF THE GROUND.
 GK0898'IT IS 29.6 FEET EAST OF THE SOUTH ONE OF TWO POWER LINE POLES
 GK0898'WHICH SUPPORT A TRANSFORMER.  28.9 FEET NORTH-NORTHEAST OF
 GK0898'THE POWER LINE POLE THAT SUPPORTS BOTH THE EAST-WEST POWER
 GK0898'LINE AND THE BRANCH LINE GOING NORTH AND 29 FEET NORTH-NORTHEAST
 GK0898'OF A WHITE WITNESS POST.
 GK0898'
 GK0898'REFERENCE MARK NO. 1, STAMPED MORSE NO 1 1952, IS A BRONZE
 GK0898'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 GK0898'IT IS 9 YARDS NORTH OF THE CENTER OF THE DIRT ROAD AND 6 INCHES
 GK0898'NORTH OF THE FENCE LINE.
 GK0898'
 GK0898'REFERENCE MARK NO. 2, STAMPED MORSE NO 2 1952, IS A BRONZE
 GK0898'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 GK0898'IS 18 YARDS SOUTH OF THE CATTLE GUARD.  8 YARDS SOUTH OF THE
 GK0898'CENTER OF THE DIRT ROAD AND 6 INCHES NORTH OF A FENCE LINE.
 GK0898'
 GK0898'THE AZIMUTH MARK, STAMPED MORSE 1952, IS A BRONZE DISK SET IN
 GK0898'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 0.1 MILE
 GK0898'NORTH OF A WINDMILL.  15 YARDS EAST OF A WIRE GATE.  7 YARDS
 GK0898'SOUTH OF THE CENTER OF THE DIRT ROAD AND 1 FOOT NORTH OF THE FENCE
 GK0898'LINE.
 GK0898'
 GK0898'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 GK0898
 GK0898                          STATION RECOVERY (1953)
 GK0898
 GK0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0898'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK0898'A COMPLETE DESCRIPTION FOLLOWS.
 GK0898'
 GK0898'STATION IS LOCATED ABOUT 17 MILES NORTH NORTHWEST OF STINNETT,
 GK0898'15 MILES EAST NORTHEAST OF SUNRAY, 4.5 MILES WEST SOUTHWEST
 GK0898'OF MORSE IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD THAT IS
 GK0898'THE HIGHEST PART IN THE IMMEDIATE VICINITY.
 GK0898'
 GK0898'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 GK0898'MORSE GO WEST 0.15 MILE.  TURN LEFT (SOUTH) AND GO 0.7 MILE.
 GK0898'TURN RIGHT (WEST) AND GO 4.5 MILES TO STATION IN THE SOUTHWEST
 GK0898'CORNER OF FIELD.
 GK0898'
 GK0898'STATION, STAMPED MORSE 1952, IS A STANDARD USC AND GS BRONZE
 GK0898'DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT IS ABOUT 1 FOOT
 GK0898'IN DIAMETER.  IT IS 29.0 FEET EAST OF A POWER POLE WITH A
 GK0898'TRIANGULAR BLAZE, 57.0 FEET NORTH OF THE CENTER LINE OF A
 GK0898'DIRT ROAD, 21.0 FEET NORTH OF AN EAST-WEST FENCE LINE, 29.0 FEET
 GK0898'NORTH NORTHEAST OF A WHITE WITNESS POST, AND IS SET ABOUT 18
 GK0898'INCHES BELOW THE SURFACE OF THE GROUND.
 GK0898'
 GK0898'R.M. 1, STAMPED MORSE NO 1 1952, IS A STANDARD USC AND GS BRONZE
 GK0898'DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES
 GK0898'SQUARE.  IT IS 36.0 FEET NORTH OF THE CENTER LINE OF DIRT ROAD,
 GK0898'1/2 FOOT NORTH OF FENCE LINE, AND ABOUT 2.0 FEET HIGHER THAN
 GK0898'THE STATION.
 GK0898'
 GK0898'R.M. 2, STAMPED MORSE NO 2 1952, IS A STANDARD USC AND GS BRONZE DISK
 GK0898'SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES
 GK0898'AND IS ABOUT 10 INCHES SQUARE.  IT IS 27.0 FEET SOUTH OF THE
 GK0898'CENTER LINE OF DIRT ROAD, 1 FOOT NORTH OF FENCE LINE AND ABOUT
 GK0898'2 FEET HIGHER THAN THE STATION.
 GK0898'
 GK0898'AZIMUTH MARK, STAMPED MORSE 1952, IS A STANDARD USC AND GS
 GK0898'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 GK0898'THAT PROJECTS ABOUT 2 INCHES.  IT IS 24.0 FEET SOUTH OF THE
 GK0898'CENTER LINE OF DIRT ROAD, 60 FEET EAST OF THE CENTER LINE OF
 GK0898'ROAD ENTERING FIELD, AND 1.0 FOOT NORTH OF FENCE LINE.  TO
 GK0898'REACH FROM THE STATION CONTINUE WEST 1/2 MILE TO THE AZIMUTH
 GK0898'MARK ON THE SOUTH SIDE OF ROAD.
 GK0898
 GK0898                          STATION RECOVERY (1968)
 GK0898
 GK0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GK0898'THIS STATION, R.M.S, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 GK0898'CONDITION AND AS DESCRIBED WITH ONE EXCEPTION.  REFERENCE TO
 GK0898'CATTLE GUARD SHOULD BE OMITTED SINCE NORTHBOUND ROAD HAS BEEN
 GK0898'MOVED WEST AND THE CATTLE GUARD REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0867 ***********************************************************************
 GK0867  DESIGNATION -  MORSE CHURCH SPIRE
 GK0867  PID         -  GK0867
 GK0867  STATE/COUNTY-  TX/HANSFORD
 GK0867  USGS QUAD   -  MORSE (1974)
 GK0867
 GK0867                         *CURRENT SURVEY CONTROL
 GK0867  ___________________________________________________________________
 GK0867* NAD 83(1993)-  36 03 34.82469(N)    101 28 43.17839(W)     ADJUSTED  
 GK0867* NAVD 88     -                                                        
 GK0867  ___________________________________________________________________
 GK0867  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 GK0867  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GK0867
 GK0867  HORZ ORDER  -  THIRD
 GK0867
 GK0867.The horizontal coordinates were established by classical geodetic methods
 GK0867.and adjusted by the National Geodetic Survey in February 1996..
 GK0867
 GK0867
 GK0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0867
 GK0867.The geoid height was determined by GEOID03.
 GK0867
 GK0867;                    North         East     Units Scale Factor Converg.
 GK0867;SPC TX N     - 1,228,499.816   201,922.532   MT  0.99997349   +0 00 44.5
 GK0867;SPC TX N     - 4,030,503.15    662,474.17   sFT  0.99997349   +0 00 44.5
 GK0867;UTM  14      - 3,993,410.645   276,751.062   MT  1.00021415   -1 27 34.6
 GK0867
 GK0867                          SUPERSEDED SURVEY CONTROL
 GK0867
 GK0867  NAD 83(1993)-  36 03 34.82445(N)    101 28 43.17889(W) AD(       ) 4
 GK0867  NAD 83(1986)-  36 03 34.83337(N)    101 28 43.16614(W) AD(       ) 4
 GK0867  NAD 27      -  36 03 34.72000(N)    101 28 41.51000(W) AD(       ) 3
 GK0867
 GK0867.Superseded values are not recommended for survey control.
 GK0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0867.See file dsdata.txt to determine how the superseded data were derived.
 GK0867
 GK0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7675193411(NAD 83)
 GK0867_MARKER: 90 = CHURCH SPIRE
 GK0867
 GK0867  HISTORY     - Date     Condition        Report By
 GK0867  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0867
 GK0867                          STATION DESCRIPTION
 GK0867
 GK0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0867'THE CHURCH IS LOCATED IN THE WEST CENTRAL PART OF THE VILLAGE
 GK0867'OF MORSE.  IT IS A SMALL WOODEN BUILDING WITH A SPIRE ON TOP.
 GK0867'THE SPIRE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0865 ***********************************************************************
 GK0865  DESIGNATION -  MORSE PERRYTON EQUITY ELEVATOR
 GK0865  PID         -  GK0865
 GK0865  STATE/COUNTY-  TX/HANSFORD
 GK0865  USGS QUAD   -  MORSE (1974)
 GK0865
 GK0865                         *CURRENT SURVEY CONTROL
 GK0865  ___________________________________________________________________
 GK0865* NAD 83(1993)-  36 03 38.87101(N)    101 28 20.59633(W)     ADJUSTED  
 GK0865* NAVD 88     -                                                        
 GK0865  ___________________________________________________________________
 GK0865  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 GK0865  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GK0865
 GK0865  HORZ ORDER  -  THIRD
 GK0865
 GK0865.The horizontal coordinates were established by classical geodetic methods
 GK0865.and adjusted by the National Geodetic Survey in February 1996..
 GK0865
 GK0865
 GK0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0865
 GK0865.The geoid height was determined by GEOID03.
 GK0865
 GK0865;                    North         East     Units Scale Factor Converg.
 GK0865;SPC TX N     - 1,228,624.670   202,487.634   MT  0.99997371   +0 00 57.6
 GK0865;SPC TX N     - 4,030,912.77    664,328.18   sFT  0.99997371   +0 00 57.6
 GK0865;UTM  14      - 3,993,520.967   277,319.321   MT  1.00021103   -1 27 21.4
 GK0865
 GK0865                          SUPERSEDED SURVEY CONTROL
 GK0865
 GK0865  NAD 83(1993)-  36 03 38.87077(N)    101 28 20.59696(W) AD(       ) 4
 GK0865  NAD 83(1986)-  36 03 38.87973(N)    101 28 20.58407(W) AD(       ) 4
 GK0865  NAD 27      -  36 03 38.75300(N)    101 28 18.98900(W) AD(       ) 3
 GK0865
 GK0865.Superseded values are not recommended for survey control.
 GK0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0865.See file dsdata.txt to determine how the superseded data were derived.
 GK0865
 GK0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7731993521(NAD 83)
 GK0865_MARKER: 65 = GRAIN ELEVATOR
 GK0865
 GK0865  HISTORY     - Date     Condition        Report By
 GK0865  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0865
 GK0865                          STATION DESCRIPTION
 GK0865
 GK0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0865'THE ELEVATOR IS LOCATED IN THE EAST PART OF THE VILLAGE OF
 GK0865'MORSE.  IT IS A LARGE CONCRETE STRUCTURE 159 FEET HIGH.  THE
 GK0865'ELEVATOR IS 120 FEET HIGH WITH A 39 FOOT HEAD HOUSE.  THE
 GK0865'CENTER OF THE HEAD HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0747 ***********************************************************************
 DQ0747  DESIGNATION -  MORTON
 DQ0747  PID         -  DQ0747
 DQ0747  STATE/COUNTY-  TX/COCHRAN
 DQ0747  USGS QUAD   -  MORTON (1971)
 DQ0747
 DQ0747                         *CURRENT SURVEY CONTROL
 DQ0747  ___________________________________________________________________
 DQ0747* NAD 83(1993)-  33 43 22.50874(N)    102 50 20.65336(W)     ADJUSTED  
 DQ0747* NAVD 88     -      1175.2    (meters)    3856.     (feet)  VERTCON   
 DQ0747  ___________________________________________________________________
 DQ0747  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 DQ0747  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DQ0747
 DQ0747  HORZ ORDER  -  FIRST
 DQ0747
 DQ0747.The horizontal coordinates were established by classical geodetic methods
 DQ0747.and adjusted by the National Geodetic Survey in February 1996..
 DQ0747
 DQ0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0747
 DQ0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0747
 DQ0747.The geoid height was determined by GEOID03.
 DQ0747
 DQ0747;                    North         East     Units Scale Factor Converg.
 DQ0747;SPC TXNC     - 2,236,327.620   197,977.072   MT  0.99994111   -2 21 59.4
 DQ0747;SPC TXNC     - 7,337,018.20    649,529.78   sFT  0.99994111   -2 21 59.4
 DQ0747;UTM  13      - 3,733,531.271   700,221.115   MT  1.00009424   +1 12 00.4
 DQ0747
 DQ0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0747!SPC TXNC     -   0.99981917  x   0.99994111  =   0.99976029
 DQ0747!UTM  13      -   0.99981917  x   1.00009424  =   0.99991339
 DQ0747
 DQ0747:                Primary Azimuth Mark                     Grid Az
 DQ0747:SPC TXNC     -  MORTON AZ MK                             181 03 02.8
 DQ0747:UTM  13      -  MORTON AZ MK                             177 29 03.0
 DQ0747
 DQ0747|---------------------------------------------------------------------|
 DQ0747| PID    Reference Object                     Distance      Geod. Az  |
 DQ0747|                                                           dddmmss.s |
 DQ0747| CJ7136 MORTON AZ MK                                       1784103.4 |
 DQ0747| CJ7137 MORTON RM 1                          32.406 METERS 18837     |
 DQ0747| CJ7138 MORTON RM 2                          24.332 METERS 29223     |
 DQ0747|---------------------------------------------------------------------|
 DQ0747
 DQ0747                          SUPERSEDED SURVEY CONTROL
 DQ0747
 DQ0747  NAD 83(1993)-  33 43 22.50988(N)    102 50 20.65321(W) AD(       ) 1
 DQ0747  NAD 83(1986)-  33 43 22.51482(N)    102 50 20.65021(W) AD(       ) 1
 DQ0747  NAD 27      -  33 43 22.15900(N)    102 50 18.87600(W) AD(       ) 1
 DQ0747  NGVD 29 (07/19/86) 1174.8    (m)         3854.     (f) VERT ANG       
 DQ0747
 DQ0747.Superseded values are not recommended for survey control.
 DQ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0747.See file dsdata.txt to determine how the superseded data were derived.
 DQ0747
 DQ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT0022133531(NAD 83)
 DQ0747_MARKER: DS = TRIANGULATION STATION DISK
 DQ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0747
 DQ0747  HISTORY     - Date     Condition        Report By
 DQ0747  HISTORY     - 1934     MONUMENTED       CGS
 DQ0747  HISTORY     - 1938     GOOD             CGS
 DQ0747  HISTORY     - 1968     MARK NOT FOUND   CGS
 DQ0747  HISTORY     - 1969     MARK NOT FOUND   CGS
 DQ0747  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0747
 DQ0747                          STATION DESCRIPTION
 DQ0747
 DQ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0747'ABOUT 4 MILES WEST OF MORTON, IN AN UNCULTIVATED FIELD IN
 DQ0747'LEAGUE 126, LABOR 23 (APPROXIMATE).  1.25 MILES NORTH OF THE
 DQ0747'LEHMAN RANCH HOUSE AND BUILDINGS.  TO REACH FROM THE LEHMAN
 DQ0747'RANCH, GO NORTH ON A TRACK ROAD IN A FIELD 1.0 MILE TO THE
 DQ0747'NORTH EDGE OF A CULTIVATED FIELD, CONTINUE NORTH ACROSS COUNTRY
 DQ0747'0.25 MILE TO THE STATION.  THE SURFACE, UNDERGROUND, REFERENCE,
 DQ0747'AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DQ0747'REFERENCE MARK NO. 1 IS 106.32
 DQ0747'FEET FROM STATION S 08 DEG 37 MIN W, AND NO.2 IS 79.83
 DQ0747'FEET FROM STATION N 67 DEG 37 MIN W.  THE AZIMUTH
 DQ0747'MARK IS IN THE LEHMAN RANCH YARD AT A POINT 10 FEET EAST OF
 DQ0747'THE SOUTHEAST CORNER OF A CHICKEN HOUSE, 26 FEET DUE NORTH
 DQ0747'OF THE CENTER OF THE NORTH WALL OF AN EARTH TANK, AND 1.25 MILES
 DQ0747'FROM STATION S 01 DEG 19 MIN E.
 DQ0747
 DQ0747                          STATION RECOVERY (1968)
 DQ0747
 DQ0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RDS)
 DQ0747'THIS STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  AREA
 DQ0747'WHERE THE STATION AND REFERENCE MARKS ARE SUPPOSED TO BE IS
 DQ0747'UNDER CULTIVATION.  FARMER WHO LIVES NEAR STATION SAID THAT HE
 DQ0747'HAD SEEN THE STATION 15 YEARS AGO BUT HAD NOT NOTICED IT
 DQ0747'RECENTLY AND BELIEVES IT TO BE GONE.  AZIMUTH MARK WAS NOT
 DQ0747'SEARCHED FOR.
 DQ0747'
 DQ0747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.0
 DQ0747'MILES WEST OF MORTON.
 DQ0747
 DQ0747                          STATION RECOVERY (1969)
 DQ0747
 DQ0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DQ0747'STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND AZIMUTH MARK
 DQ0747'WERE SEARCHED FOR BUT NOT RECOVERED.  THE LAND IS NOW IN
 DQ0747'CULTIVATION AND IT APPEARS ALL MARKS WERE DESTROYED BY FARM
 DQ0747'OPERATION.  IT IS BELIEVED THAT THE UNDERGROUND STATION MARK
 DQ0747'WAS NOT DISTURBED BUT WOULD BE VERY DIFFICULT TO LOCATE.
 DQ0747'
 DQ0747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 DQ0747'MI W OF MORTON
 DQ0747
 DQ0747                          STATION RECOVERY (1971)
 DQ0747
 DQ0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (BFD)
 DQ0747'A SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT FOUND.  THE
 DQ0747'AREA IN WHICH THE DESCRIPTION OF THIS MARK FALLS HAS BEEN
 DQ0747'DEEP PLOWED AND IS UNDER CULTIVATION AND HAS BEEN FOR A NUMBER
 DQ0747'OF YEARS.  A FARM HAND PLOWING THE FIELD HERE SAID HE HAD NOT
 DQ0747'SEEN ANY SIGN OF CONCRETE WHILE PLOWING.  THIS MARK IS PROBABLY
 DQ0747'DESTROYED.  NO ATTEMPT WAS MADE TO FIND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2162 ***********************************************************************
 BL2162  DESIGNATION -  MOSCOW
 BL2162  PID         -  BL2162
 BL2162  STATE/COUNTY-  TX/POLK
 BL2162  USGS QUAD   -  CARMONA (1984)
 BL2162
 BL2162                         *CURRENT SURVEY CONTROL
 BL2162  ___________________________________________________________________
 BL2162* NAD 83(1993)-  30 56 08.78910(N)    094 54 57.09093(W)     ADJUSTED  
 BL2162* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 BL2162  ___________________________________________________________________
 BL2162  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BL2162  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL2162
 BL2162  HORZ ORDER  -  SECOND
 BL2162
 BL2162.The horizontal coordinates were established by classical geodetic methods
 BL2162.and adjusted by the National Geodetic Survey in February 1996..
 BL2162
 BL2162.The orthometric height was scaled from a topographic map.
 BL2162
 BL2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2162
 BL2162.The geoid height was determined by GEOID03.
 BL2162
 BL2162;                    North         East     Units Scale Factor Converg.
 BL2162;SPC TX C     - 3,153,289.871 1,217,472.871   MT  0.99988240   +2 47 25.1
 BL2162;SPC TX C     -10,345,418.52  3,994,325.58   sFT  0.99988240   +2 47 25.1
 BL2162;UTM  15      - 3,424,057.752   316,961.859   MT  1.00001328   -0 59 06.6
 BL2162
 BL2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2162!SPC TX C     -   0.99998358  x   0.99988240  =   0.99986598
 BL2162!UTM  15      -   0.99998358  x   1.00001328  =   0.99999686
 BL2162
 BL2162:                Primary Azimuth Mark                     Grid Az
 BL2162:SPC TX C     -  MOSCOW AZ MK                             045 54 37.1
 BL2162:UTM  15      -  MOSCOW AZ MK                             049 41 08.8
 BL2162
 BL2162|---------------------------------------------------------------------|
 BL2162| PID    Reference Object                     Distance      Geod. Az  |
 BL2162|                                                           dddmmss.s |
 BL2162| CV8875 MOSCOW AZ MK                                       0484202.2 |
 BL2162| BL2156 CORRIGAN MUNICIPAL TANK             APPROX.11.0 KM 0504528.6 |
 BL2162| BL2159 NEW WILLARD TEX L L LUMBER TK       APPROX.16.1 KM 1724209.7 |
 BL2162| CV8876 MOSCOW RM 1                          26.730 METERS 17253     |
 BL2162| BL2160 MOSCOW LOOKOUT TOWER 17 1949         27.289 METERS 25228     |
 BL2162| CV8877 MOSCOW RM 2                          29.513 METERS 26106     |
 BL2162| BL2163 CARMONA RAGLEY LUMBER CO TANK       APPROX. 6.9 KM 3293309.9 |
 BL2162|---------------------------------------------------------------------|
 BL2162
 BL2162                          SUPERSEDED SURVEY CONTROL
 BL2162
 BL2162  NAD 83(1986)-  30 56 08.80034(N)    094 54 57.07821(W) AD(       ) 2
 BL2162  NAD 27      -  30 56 08.11800(N)    094 54 56.32100(W) AD(       ) 2
 BL2162
 BL2162.Superseded values are not recommended for survey control.
 BL2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2162.See file dsdata.txt to determine how the superseded data were derived.
 BL2162
 BL2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1696224058(NAD 83)
 BL2162_MARKER: DS = TRIANGULATION STATION DISK
 BL2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2162
 BL2162  HISTORY     - Date     Condition        Report By
 BL2162  HISTORY     - 1949     MONUMENTED       CGS
 BL2162  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL2162
 BL2162                          STATION DESCRIPTION
 BL2162
 BL2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2162'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF GROVETON,
 BL2162'ABOUT 7 MILES SOUTHWEST OF CORRIGAN, ABOUT 5 MILES WEST OF THE
 BL2162'VILLAGE OF MOSCOW, AND IS AT THE SITE OF THE MOSCOW LOOKOUT TOWER
 BL2162'NO. 17.  IT IS 89.54 FEET EAST-NORTHEAST FROM THE CENTER OF THE
 BL2162'LOOKOUT TOWER AND 4 FEET NORTHWEST OF A WITNESS POST.  IT IS
 BL2162'STAMPED MOSCOW 1949 AND PROJECTS 3 INCHES ABOVE THE SURFACE OF
 BL2162'THE GROUND.
 BL2162'
 BL2162'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.  IT IS STAMPED
 BL2162'MOSCOW NO 1 1949 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 BL2162'
 BL2162'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 BL2162'THE NORTHEAST CONCRETE BASE OF THE LOOKOUT TOWER.  THE DISK IS
 BL2162'STAMPED MOSCOW NO 2 1949 AND IS SET FLUSH IN TOP OF THE BASE
 BL2162'WHICH PROJECTS 1 FOOT ABOVE THE GROUND.
 BL2162'
 BL2162'THE AZIMUTH MARK IS LOCATED 0.6 MILE NORTHEAST FROM THE STATION,
 BL2162'17 FEET NORTH OF THE CENTER OF THE ROAD AND 1.5 FEET SOUTHEAST
 BL2162'OF A WITNESS POST.  IT IS STAMPED MOSCOW 1949 AND PROJECTS 4
 BL2162'INCHES ABOVE THE GROUND.
 BL2162'
 BL2162'TO REACH THE STATION FROM THE PARRISH GROCERY STORE IN MOSCOW,
 BL2162'GO NORTH ON A GRADED ROAD FOR 0.15 MILE TO A FORK, TAKE THE
 BL2162'LEFT FORK AND GO 0.85 MILE TO A FORK, (GATE ON THE RIGHT FORK)
 BL2162'TAKE LEFT FORK AND KEEP THE MAIN TRAVELED ROAD FOR 3.75 MILES
 BL2162'TO ANOTHER FORK, TAKE THE RIGHT FORK AND GO 1.45 MILES TO THE
 BL2162'AZIMUTH MARK ON THE RIGHT.  THENCE CONTINUE STRAIGHT AHEAD
 BL2162'FOR 0.6 MILE TO THE LOOKOUT TOWER AND THE STATION ON THE
 BL2162'LEFT AS DESCRIBED.
 BL2162'
 BL2162'A 100 FOOT SIGNAL AT MT ZION IS VISIBLE AT 90 FEET.
 BL2162'
 BL2162'A 47 FOOT SIGNAL AT EDEN IS VISIBLE AT 90 FEET.
 BL2162'
 BL2162'A 100 FOOT SIGNAL AT WAKEFIELD IS VISIBLE AT 90 FEET.
 BL2162'
 BL2162'A 74 FOOT SIGNAL AT CORRIGAN IS VISIBLE AT 90 FEET.
 BL2162'
 BL2162'A 100 FOOT SIGNAL AT CAMDEN LOOKOUT 1935 IS VISIBLE AT 77 FEET.
 BL2162'
 BL2162'AN 87 FOOT SIGNAL AT BERING IS VISIBLE AT 77 FEET.
 BL2162'
 BL2162'A 113 FOOT SIGNAL AT CAB 1935 IS VISIBLE AT 90 FEET.
 BL2162'
 BL2162'A 100 FOOT SIGNAL PIPE 1935 IS VISIBLE AT 77 FEET.
 BL2162'
 BL2162'A 100 FOOT SIGNAL AT BOLD IS VISIBLE AT 77 FEET.
 BL2162'
 BL2162'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL2162
 BL2162                          STATION RECOVERY (1997)
 BL2162
 BL2162'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2160 ***********************************************************************
 BL2160  DESIGNATION -  MOSCOW LOOKOUT TOWER 17 1949
 BL2160  PID         -  BL2160
 BL2160  STATE/COUNTY-  TX/POLK
 BL2160  USGS QUAD   -  CARMONA (1984)
 BL2160
 BL2160                         *CURRENT SURVEY CONTROL
 BL2160  ___________________________________________________________________
 BL2160* NAD 83(1993)-  30 56 08.52215(N)    094 54 58.07115(W)     ADJUSTED  
 BL2160* NAVD 88     -                                                        
 BL2160  ___________________________________________________________________
 BL2160  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BL2160  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL2160
 BL2160  HORZ ORDER  -  THIRD
 BL2160
 BL2160.The horizontal coordinates were established by classical geodetic methods
 BL2160.and adjusted by the National Geodetic Survey in February 1996..
 BL2160
 BL2160
 BL2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2160
 BL2160.The geoid height was determined by GEOID03.
 BL2160
 BL2160;                    North         East     Units Scale Factor Converg.
 BL2160;SPC TX C     - 3,153,280.394 1,217,447.284   MT  0.99988240   +2 47 24.6
 BL2160;SPC TX C     -10,345,387.43  3,994,241.63   sFT  0.99988240   +2 47 24.6
 BL2160;UTM  15      - 3,424,049.979   316,935.699   MT  1.00001340   -0 59 07.1
 BL2160
 BL2160                          SUPERSEDED SURVEY CONTROL
 BL2160
 BL2160  NAD 83(1986)-  30 56 08.53365(N)    094 54 58.05852(W) AD(       ) 4
 BL2160  NAD 27      -  30 56 07.85100(N)    094 54 57.30100(W) AD(       ) 3
 BL2160
 BL2160.Superseded values are not recommended for survey control.
 BL2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2160.See file dsdata.txt to determine how the superseded data were derived.
 BL2160
 BL2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1693624050(NAD 83)
 BL2160_MARKER: 57 = LOOKOUT TOWER
 BL2160
 BL2160  HISTORY     - Date     Condition        Report By
 BL2160  HISTORY     - 1949     FIRST OBSERVED   CGS
 BL2160  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL2160
 BL2160                          STATION DESCRIPTION
 BL2160
 BL2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2160'THE STATION IS LOCATED ABOUT 7 MILES (AIR-LINE) SOUTHWEST OF
 BL2160'CORRIGAN, ABOUT 5 MILES (AIR-LINE) WEST OF THE VILLAGE OF
 BL2160'MOSCOW, AND IS ON THE HIGHEST POINT IN THE VICINITY.
 BL2160'
 BL2160'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A HOUSE AT THE
 BL2160'TOP.  THE HOUSE HAS A PYRAMIDAL ROOF AND ITS OVERALL HEIGHT IS
 BL2160'110 FEET.
 BL2160'
 BL2160'THE POINT OBSERVED UPON WAS THE PEAK OF THE ROOF.
 BL2160
 BL2160                          STATION RECOVERY (1997)
 BL2160
 BL2160'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1057 ***********************************************************************
 CD1057  DESIGNATION -  MOSELEY
 CD1057  PID         -  CD1057
 CD1057  STATE/COUNTY-  TX/HUDSPETH
 CD1057  USGS QUAD   -  DIABLO CANYON EAST (1977)
 CD1057
 CD1057                         *CURRENT SURVEY CONTROL
 CD1057  ___________________________________________________________________
 CD1057* NAD 83(1993)-  31 28 20.72349(N)    105 30 05.27708(W)     ADJUSTED  
 CD1057* NAVD 88     -      1427.     (meters)    4682.     (feet)  SCALED    
 CD1057  ___________________________________________________________________
 CD1057  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 CD1057  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CD1057
 CD1057  HORZ ORDER  -  THIRD
 CD1057
 CD1057.The horizontal coordinates were established by classical geodetic methods
 CD1057.and adjusted by the National Geodetic Survey in February 1996..
 CD1057
 CD1057.The orthometric height was scaled from a topographic map.
 CD1057
 CD1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1057
 CD1057.The geoid height was determined by GEOID03.
 CD1057
 CD1057;                    North         East     Units Scale Factor Converg.
 CD1057;SPC TX C     - 3,211,585.821   209,089.542   MT  0.99991542   -2 39 42.8
 CD1057;SPC TX C     -10,536,677.81    685,987.94   sFT  0.99991542   -2 39 42.8
 CD1057;UTM  13      - 3,482,069.047   452,364.385   MT  0.99962799   -0 15 42.5
 CD1057
 CD1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1057!SPC TX C     -   0.99977963  x   0.99991542  =   0.99969507
 CD1057!UTM  13      -   0.99977963  x   0.99962799  =   0.99940770
 CD1057
 CD1057:                Primary Azimuth Mark                     Grid Az
 CD1057:SPC TX C     -  CAVETT                                   162 29 05.5
 CD1057:UTM  13      -  CAVETT                                   160 05 05.2
 CD1057
 CD1057|---------------------------------------------------------------------|
 CD1057| PID    Reference Object                     Distance      Geod. Az  |
 CD1057|                                                           dddmmss.s |
 CD1057| CD1055 CAVETT                              APPROX. 4.9 KM 1594922.7 |
 CD1057|---------------------------------------------------------------------|
 CD1057
 CD1057                          SUPERSEDED SURVEY CONTROL
 CD1057
 CD1057  NAD 83(1986)-  31 28 20.72493(N)    105 30 05.26792(W) AD(       ) 3
 CD1057  NAD 27      -  31 28 20.29318(N)    105 30 03.40680(W) AD(       ) 3
 CD1057
 CD1057.Superseded values are not recommended for survey control.
 CD1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1057.See file dsdata.txt to determine how the superseded data were derived.
 CD1057
 CD1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5236482069(NAD 83)
 CD1057_MARKER: DD = SURVEY DISK
 CD1057_SETTING: 0 = UNSPECIFIED SETTING
 CD1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1057
 CD1057  HISTORY     - Date     Condition        Report By
 CD1057  HISTORY     - 1945     MONUMENTED       USGS
 CD1057
 CD1057                          STATION DESCRIPTION
 CD1057
 CD1057'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1057'MOSELEY TRIANGULATION STATION IS LOCATED 21.5 MI. NORTH AND 9 MILES
 CD1057'WEST FROM SIERRA BLANCA, ON THE JESSE MOSELEY RANCH.  IT IS ABOUT
 CD1057'1.5 MILES DUE WEST OF RANCH HOUSE, AND 8 FT. NORTH OF FENCE.
 CD1057'
 CD1057'STATION MARK--STANDARD TABLET SET IN CONCRETE POST, STAMPED -MOSELEY
 CD1057'1945-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0543 ***********************************************************************
 BO0543  DESIGNATION -  MOSER
 BO0543  PID         -  BO0543
 BO0543  STATE/COUNTY-  TX/TERRELL
 BO0543  USGS QUAD   -  GEDDIS CANYON NW (1980)
 BO0543
 BO0543                         *CURRENT SURVEY CONTROL
 BO0543  ___________________________________________________________________
 BO0543* NAD 83(1993)-  30 29 31.39665(N)    101 55 56.54772(W)     ADJUSTED  
 BO0543* NAVD 88     -       792.5    (meters)    2600.     (feet)  VERTCON   
 BO0543  ___________________________________________________________________
 BO0543  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BO0543  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BO0543
 BO0543  HORZ ORDER  -  SECOND
 BO0543
 BO0543.The horizontal coordinates were established by classical geodetic methods
 BO0543.and adjusted by the National Geodetic Survey in February 1996..
 BO0543
 BO0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0543
 BO0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0543
 BO0543.The geoid height was determined by GEOID03.
 BO0543
 BO0543;                    North         East     Units Scale Factor Converg.
 BO0543;SPC TXSC     - 4,298,205.618   318,482.976   MT  1.00006697   -1 26 11.8
 BO0543;SPC TXSC     -14,101,696.27  1,044,889.56   sFT  1.00006697   -1 26 11.8
 BO0543;UTM  14      - 3,376,967.924   218,524.903   MT  1.00057752   -1 29 20.1
 BO0543;UTM  13      - 3,377,313.328   794,463.630   MT  1.00066983   +1 33 27.7
 BO0543
 BO0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0543!SPC TXSC     -   0.99987922  x   1.00006697  =   0.99994618
 BO0543!UTM  14      -   0.99987922  x   1.00057752  =   1.00045667
 BO0543!UTM  13      -   0.99987922  x   1.00066983  =   1.00054897
 BO0543
 BO0543|---------------------------------------------------------------------|
 BO0543| PID    Reference Object                     Distance      Geod. Az  |
 BO0543|                                                           dddmmss.s |
 BO0543| CH9116 MOSER RM 1                           25.268 METERS 10714     |
 BO0543| CH9117 MOSER RM 2                          112.130 METERS 19401     |
 BO0543| CH9115 MOSER AZ MK                                        2610200.3 |
 BO0543|---------------------------------------------------------------------|
 BO0543
 BO0543                          SUPERSEDED SURVEY CONTROL
 BO0543
 BO0543  NAD 83(1986)-  30 29 31.38755(N)    101 55 56.55024(W) AD(       ) 2
 BO0543  NAD 27      -  30 29 30.76100(N)    101 55 55.08500(W) AD(       ) 2
 BO0543  NGVD 29 (07/19/86)  792.3    (m)         2599.     (f) VERT ANG       
 BO0543
 BO0543.Superseded values are not recommended for survey control.
 BO0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0543.See file dsdata.txt to determine how the superseded data were derived.
 BO0543
 BO0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU1852576968(NAD 83)
 BO0543_MARKER: DS = TRIANGULATION STATION DISK
 BO0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0543
 BO0543  HISTORY     - Date     Condition        Report By
 BO0543  HISTORY     - 1935     MONUMENTED       CGS
 BO0543
 BO0543                          STATION DESCRIPTION
 BO0543
 BO0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BO0543'STATION IS 15 MILES AIRLINE SW OF SHEFFIELD, LOCATED ON A
 BO0543'LONG E-W RIDGE, THE FIRST MAIN DIVIDE S OF INDEPENDENCE
 BO0543'CREEK, ABOUT 2.5 MILES S OF THAT CREEK, 17 FEET S OF AN
 BO0543'EASTERLY-WESTERLY FENCE, 56 FEET NW OF A STEEL WINDMILL AND
 BO0543'87 FEET N OF A LARGE, CIRCULAR, CONCRETE TANK.  THE MARK
 BO0543'PROJECTS 10 INCHES.
 BO0543'
 BO0543'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BO0543'BRONZE DISKS SET IN CONCRETE.
 BO0543'
 BO0543'REFERENCE MARK NO. 1 IS E OF THE STATION, 5 FEET W OF THE
 BO0543'CONCRETE TANK, 39 FEET ESE OF THE WINDMILL AND PROJECTS
 BO0543'6 INCHES.  REFERENCE MARK NO. 2 IS S OF THE STATION, 100
 BO0543'FEET SW OF THE WINDMILL AND PROJECTS 6 INCHES.  AZIMUTH MARK
 BO0543'IS SW OF THE STATION, 2 FEET S OF AN EASTERLY-WESTERLY FENCE
 BO0543'AND PROJECTS 8 INCHES.
 BO0543'
 BO0543'STATION IS REACHED FROM SHEFFIELD, BY DRIVING SOUTHERLY ON
 BO0543'THE SHEFFIELD-DRYDEN ROAD FOR 15.5 MILES TO FORKS AND A SIGN
 BO0543'TO SANDERSON AND DRYDEN.  TAKE RIGHT FORK WESTERLY FOR 0.4
 BO0543'MILE TO MOSER RANCH BUILDINGS.  DRIVE WESTERLY ON MAIN BLADED
 BO0543'ROAD ON S SIDE OF DRAW FOR 10.0 MILES TO RANCH OF MR. MITCHELL.
 BO0543'PASS THROUGH A BOARD GATE AND CONTINUE ON MAIN ROAD 2.4 MILES
 BO0543'TO TOP OF HILL AND HEAD OF DRAW.  LEAVE MAIN ROAD AND GO
 BO0543'SOUTHEASTERLY AND EASTERLY ON A DIM TRACK ROAD FOR 1.3 MILES
 BO0543'TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A
 BO0543'GATE IN A N-S FENCE, IF THIS IS WIRED UP, GO N ALONG FENCE
 BO0543'LINE 0.3 MILE TO POINT WHERE FENCE MAY BE CROSSED AND
 BO0543'RETURN S TO GATE.  FROM E SIDE OF GATE GO SOUTHEASTERLY 0.3
 BO0543'MILE TO A FENCE LINE, THENCE EASTERLY ALONG N SIDE OF
 BO0543'FENCE ON A DIM ROAD FOR 2.1 MILES TO A WINDMILL AND
 BO0543'CONCRETE TANK.  PASS S OF WINDMILL AND CONTINUE ALONG FENCE
 BO0543'0.4 MILE TO A GATE IN THE E-W FENCE.  TURN S, PASS
 BO0543'THROUGH GATE AND GO SOUTHERLY 0.1 MILE TO FORKS.  TAKE LEFT
 BO0543'FORK EASTERLY AND GO 2.5 MILES ALONG TOP OF RIDGE TO FORKS.
 BO0543'TAKE RIGHT FORK EASTERLY AND GO 0.6 MILE TO STEEL
 BO0543'WINDMILL, CONCRETE TANK AND STATION.
 BO0543'
 BO0543'A 10-FOOT STAND REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1623 ***********************************************************************
 AW1623  DESIGNATION -  MOSES
 AW1623  PID         -  AW1623
 AW1623  STATE/COUNTY-  TX/GALVESTON
 AW1623  USGS QUAD   -  TEXAS CITY (1994)
 AW1623
 AW1623                         *CURRENT SURVEY CONTROL
 AW1623  ___________________________________________________________________
 AW1623* NAD 83(1993)-  29 25 30.85098(N)    094 57 43.88672(W)     ADJUSTED  
 AW1623* NAVD 88     -         1.047  (meters)       3.44   (feet)  ADJUSTED  
 AW1623  ___________________________________________________________________
 AW1623  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW1623  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW1623  DYNAMIC HT  -           1.045 (meters)       3.43  (feet)  COMP
 AW1623  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 AW1623  OBS GRAVITY -     979,269.3   (mgal)                       GRAV_OBS
 AW1623
 AW1623  HORZ ORDER  -  SECOND
 AW1623  VERT ORDER  -  FIRST     CLASS II
 AW1623
 AW1623.The horizontal coordinates were established by classical geodetic methods
 AW1623.and adjusted by the National Geodetic Survey in February 1996..
 AW1623
 AW1623.The orthometric height was determined by differential leveling
 AW1623.and adjusted by the National Geodetic Survey in June 1991..
 AW1623
 AW1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1623
 AW1623.The geoid height was determined by GEOID03.
 AW1623
 AW1623.The dynamic height is computed by dividing the NAVD 88
 AW1623.geopotential number by the normal gravity value computed on the
 AW1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1623.degrees latitude (g = 980.6199 gals.).
 AW1623
 AW1623.The modeled gravity was interpolated from observed gravity values.
 AW1623.The observed gravity was obtained from relative gravimeter ties
 AW1623.to the IGSN71 gravity network.
 AW1623
 AW1623;                    North         East     Units Scale Factor Converg.
 AW1623;SPC TXSC     - 4,183,187.220   991,687.689   MT  0.99986448   +1 58 41.4
 AW1623;SPC TXSC     -13,724,340.07  3,253,562.03   sFT  0.99986448   +1 58 41.4
 AW1623;UTM  15      - 3,256,701.367   309,650.834   MT  1.00004710   -0 57 51.4
 AW1623
 AW1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1623!SPC TXSC     -   1.00000406  x   0.99986448  =   0.99986854
 AW1623!UTM  15      -   1.00000406  x   1.00004710  =   1.00005116
 AW1623
 AW1623:                Primary Azimuth Mark                     Grid Az
 AW1623:SPC TXSC     -  MILLER POINT WINDMILL                    062 35 44.8
 AW1623:UTM  15      -  MILLER POINT WINDMILL                    065 32 17.6
 AW1623
 AW1623|---------------------------------------------------------------------|
 AW1623| PID    Reference Object                     Distance      Geod. Az  |
 AW1623|                                                           dddmmss.s |
 AW1623| AW6014 MILLER POINT WINDMILL               APPROX. 4.7 KM 0643426.2 |
 AW1623| AW6015 TEXAS CITY MUNICIPAL TANK           APPROX. 6.3 KM 1233543.6 |
 AW1623| AW6035 TEXAS CITY SUGAR REF STACK          APPROX. 8.5 KM 1265600.2 |
 AW1623| AW6023 TEXAS CITY TERM RR CO E TANK        APPROX. 8.4 KM 1304640.3 |
 AW1623| AW6029 TEXAS CITY TERM RR CO W TANK        APPROX. 8.4 KM 1310230.0 |
 AW1623| CW1062 MOSES RM 2                           28.380 METERS 25830     |
 AW1623| CW1061 MOSES RM 1                           39.920 METERS 34845     |
 AW1623|---------------------------------------------------------------------|
 AW1623
 AW1623                          SUPERSEDED SURVEY CONTROL
 AW1623
 AW1623  NAD 83(1986)-  29 25 30.86647(N)    094 57 43.86861(W) AD(       ) 2
 AW1623  NAD 27      -  29 25 30.03059(N)    094 57 43.14637(W) AD(       ) 2
 AW1623  NGVD 29 (12/23/87)    1.043  (m)            3.42   (f) ADJUSTED    1 2
 AW1623
 AW1623.Superseded values are not recommended for survey control.
 AW1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1623.See file dsdata.txt to determine how the superseded data were derived.
 AW1623
 AW1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0965156701(NAD 83)
 AW1623_MARKER: DS = TRIANGULATION STATION DISK
 AW1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1623_SP_SET: CONCRETE POST
 AW1623_STAMPING: MOSES 1933
 AW1623_MARK LOGO: CGS   
 AW1623_PROJECTION: FLUSH
 AW1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1623+STABILITY: SURFACE MOTION
 AW1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1623+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AW1623
 AW1623  HISTORY     - Date     Condition        Report By
 AW1623  HISTORY     - 1933     MONUMENTED       CGS
 AW1623  HISTORY     - 1953     GOOD             CGS
 AW1623  HISTORY     - 1955     GOOD             CGS
 AW1623  HISTORY     - 1961     GOOD             CGS
 AW1623  HISTORY     - 1964     GOOD             CGS
 AW1623  HISTORY     - 1973     GOOD             NGS
 AW1623  HISTORY     - 1978     GOOD             NGS
 AW1623  HISTORY     - 1983     GOOD             NGS
 AW1623  HISTORY     - 1987     GOOD             USPSQD
 AW1623  HISTORY     - 1987     GOOD             USPSQD
 AW1623  HISTORY     - 1987     GOOD             NGS
 AW1623  HISTORY     - 1988     GOOD             USPSQD
 AW1623  HISTORY     - 1988     GOOD             USPSQD
 AW1623  HISTORY     - 1989     GOOD             USPSQD
 AW1623  HISTORY     - 1989     GOOD             USPSQD
 AW1623  HISTORY     - 1989     GOOD             USPSQD
 AW1623  HISTORY     - 1990     GOOD             USPSQD
 AW1623  HISTORY     - 1991     GOOD             USPSQD
 AW1623  HISTORY     - 19940917 GOOD             USPSQD
 AW1623  HISTORY     - 20040130 GOOD             USPSQD
 AW1623  HISTORY     - 20050702 GOOD             USPSQD
 AW1623
 AW1623                          STATION DESCRIPTION
 AW1623
 AW1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW1623'STATION IS 4 MILES NW OF TEXAS CITY, ON THE TEXAS CITY-SEABROOK
 AW1623'HIGHWAY, 0.25 MILE N OF MOSES BAYOU, ON THE HIGHWAY RIGHT-OF-WAY,
 AW1623'4.3 FEET (1.3 METERS) W OF E RIGHT-OF-WAY FENCE, 14.84 METERS
 AW1623'E OF CENTER LINE OF ROAD, AND 95.7 FEET (29.17 METERS) E OF W
 AW1623'BOUNDARY FENCE.
 AW1623'
 AW1623'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 AW1623'IN CONCRETE.
 AW1623'
 AW1623'HEIGHT OF LIGHT ABOVE STATION MARK - 3.5 METERS.
 AW1623
 AW1623                          STATION RECOVERY (1953)
 AW1623
 AW1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW1623'5.3 MI. NW ALONG STATE HIGHWAY 146 FROM THE CITY HALL AT TEXAS
 AW1623'CITY, 0.25 MI. N OF THE N END OF A BRIDGE OVER MOSES BAYOU,
 AW1623'92 FT. N OF THE CENTERLINE OF A PRIVATE ROAD LEADING E TO
 AW1623'A RANCHHOUSE, 46 FT. E OF THE CENTERLINE OF THE HIGHWAY, 4
 AW1623'FT. W OF A FENCE, 2 FT. S OF A WITNESS POST, A
 AW1623'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 AW1623'PROJECTS 0.1 FT. ABOVE THE GROUND, AND STAMPED MOSES
 AW1623'1933.
 AW1623'
 AW1623'REFERENCE MARK 1 HAS BEEN DESTROYED.  THE POST WAS FOUND LYING ON
 AW1623'TOP OF THE GROUND.  THE DISK WAS RECOVERED.
 AW1623'
 AW1623'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS
 AW1623'BELIEVED TO HAVE BEEN DESTROYED WHEN THE HIGHWAY WAS WIDENED.
 AW1623
 AW1623                          STATION RECOVERY (1955)
 AW1623
 AW1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CEM)
 AW1623'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AW1623'REFERENCE MARKS NOT SEARCHED FOR.
 AW1623
 AW1623                          STATION RECOVERY (1961)
 AW1623
 AW1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW1623'STATION RECOVERED IN GOOD CONDITION.  THE 1953 RECOVERY NOTE
 AW1623'BY C.R.R. IS COMPLETE.
 AW1623
 AW1623                          STATION RECOVERY (1964)
 AW1623
 AW1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW1623'ABOUT 4.3 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE
 AW1623'AT TEXAS CITY, THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY
 AW1623'146, ABOUT 0.25 MILE NORTH OF THE NORTH END OF A CONCRETE
 AW1623'BRIDGE OVER MOSES BAYOU, 48 FEET EAST OF THE CENTER LINE
 AW1623'OF THE HIGHWAY, 91 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 AW1623'ROAD LEADING EAST, 49 FEET NORTH OF A POWER POLE, 7-1/2
 AW1623'FEET WEST OF A FENCE, 2.5 FEET NORTH OF A WOODEN WITNESS
 AW1623'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 AW1623'CONCRETE POST PROJECTING 1 INCH.
 AW1623'
 AW1623'NO REFERENCE MARKS WERE RECOVERED.
 AW1623
 AW1623                          STATION RECOVERY (1973)
 AW1623
 AW1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1623'5.75 MI NW FROM TEXAS CITY.
 AW1623'ABOUT 4.5 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW1623'CITY, THENCE 1.25 MILES NORTH ALONG STATE HWY. 146, ABOUT 0.25 MILE
 AW1623'NORTH OF THE NORTH END OF A CONCRETE BRIDGE OVER MOSES BAYOU, 48 FEET
 AW1623'EAST OF THE CENTER LINE OF THE HIGHWAY 91 FEET NORTH OF THE CENTER
 AW1623'LINE OF A PRIVATE DRIVE LEADING EAST TO GANADO ROJO RANCHES, 49 FEET
 AW1623'NORTH OF A POWER POLE, 7 1/2 FEET WEST OF A FENCE, 2 1/2 FEET NORTH OF
 AW1623'A WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY, AND IS A
 AW1623'TRIANGULATION STATION DISK SET ON TOP OF A CONCRETE POST PROJECTING 1
 AW1623'INCH.
 AW1623
 AW1623                          STATION RECOVERY (1978)
 AW1623
 AW1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (1983)
 AW1623
 AW1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1623'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1623'WHITNEY BUILDING.
 AW1623
 AW1623                          STATION RECOVERY (1987)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (1987)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (1987)
 AW1623
 AW1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1623'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  7.2 KM (4.5 MI)
 AW1623'NORTHWEST ALONG LOOP 197 FROM THE COATS WHITNEY BUILDING (FORMER POST
 AW1623'OFFICE) IN TEXAS CITY , THENCE 2.0 KM (1.25 MI) NORTH ALONG STATE
 AW1623'HIGHWAY 146 TO THE STATION ON THE LEFT, 0.4 KM (0.25 MI) NORTH OF THE
 AW1623'NORTH END OF THE HIGHWAY BRIDGE OVER MOSES BAYOU, 13.99 METERS (45.9
 AW1623'FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AW1623'HIGHWAY, 22.89 METERS (75.1 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A
 AW1623'CROSSOVER LANE, 8.96 METERS (29.4 FT) NORTH OF A HIGHWAY SIGN (YIELD),
 AW1623'5.94 METERS (19.5 FT) SOUTH-SOUTHEAST OF A ETHYLENE PIPELINE WARNING
 AW1623'SIGN, 2.80 METERS (9.2 FT) EAST OF A HIGHWAY SIGN (ONE WAY).
 AW1623'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 AW1623'THE MARK IS 0.18 M BELOW HIGHWAY.
 AW1623
 AW1623                          STATION RECOVERY (1988)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (1988)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (1989)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (1989)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (1989)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (1990)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (1991)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (1994)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (2004)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1623'RECOVERED IN GOOD CONDITION.
 AW1623
 AW1623                          STATION RECOVERY (2005)
 AW1623
 AW1623'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1623'R1 NOT FOUND
 AW1623'R2 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1325 ***********************************************************************
 AW1325  DESIGNATION -  MOSES LAKE 790
 AW1325  PID         -  AW1325
 AW1325  STATE/COUNTY-  TX/GALVESTON
 AW1325  USGS QUAD   -  TEXAS CITY (1994)
 AW1325
 AW1325                         *CURRENT SURVEY CONTROL
 AW1325  ___________________________________________________________________
 AW1325* NAD 83(1986)-  29 24 59.     (N)    094 53 42.     (W)     SCALED    
 AW1325* NAVD 88     -         3.531  (meters)      11.58   (feet)  ADJUSTED  
 AW1325  ___________________________________________________________________
 AW1325  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1325  DYNAMIC HT  -           3.526 (meters)      11.57  (feet)  COMP
 AW1325  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 AW1325
 AW1325  VERT ORDER  -  FIRST     CLASS I
 AW1325
 AW1325.The horizontal coordinates were scaled from a topographic map and have
 AW1325.an estimated accuracy of +/- 6 seconds.
 AW1325
 AW1325.The orthometric height was determined by differential leveling
 AW1325.and adjusted by the National Geodetic Survey in June 1991..
 AW1325
 AW1325.The geoid height was determined by GEOID03.
 AW1325
 AW1325.The dynamic height is computed by dividing the NAVD 88
 AW1325.geopotential number by the normal gravity value computed on the
 AW1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1325.degrees latitude (g = 980.6199 gals.).
 AW1325
 AW1325.The modeled gravity was interpolated from observed gravity values.
 AW1325
 AW1325;                    North         East    Units  Estimated Accuracy
 AW1325;SPC TXSC     - 4,182,430.      998,240.      MT  (+/- 180 meters Scaled)
 AW1325
 AW1325                          SUPERSEDED SURVEY CONTROL
 AW1325
 AW1325  NGVD 29 (12/23/87)    3.528  (m)           11.57   (f) ADJUSTED    1 1
 AW1325
 AW1325.Superseded values are not recommended for survey control.
 AW1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1325.See file dsdata.txt to determine how the superseded data were derived.
 AW1325
 AW1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN161556(NAD 83)
 AW1325_MARKER: Z = SEE DESCRIPTION
 AW1325_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW1325_SP_SET: GALVANIZED STEEL PIPE
 AW1325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1325+STABILITY: POSITION/ELEVATION WELL
 AW1325
 AW1325  HISTORY     - Date     Condition        Report By
 AW1325  HISTORY     - UNK      MONUMENTED       USGS
 AW1325  HISTORY     - 1978     GOOD             NGS
 AW1325  HISTORY     - 1986     GOOD             NGS
 AW1325  HISTORY     - 1990     GOOD             USPSQD
 AW1325  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW1325
 AW1325                          STATION DESCRIPTION
 AW1325
 AW1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1325'2.6 MI NE FROM TEXAS CITY.
 AW1325'ABOUT 1.35 MILES NORTH ALONG LOOP 197 (6TH STREET) FROM THE POST
 AW1325'OFFICE IN TEXAS CITY, THENCE 0.55 MILE EAST ALONG 25TH AVENUE NORTH,
 AW1325'AND THENCE 0.65 MILE NORTH ALONG BAY STREET.  A DEEP WELL IN A SMALL
 AW1325'BUILDING 414 FEET WEST OF THE CENTERLINE OF THE ROAD, 126 FEET EAST
 AW1325'OF A CHAIN LINK FENCE, 72 FEET SOUTHWEST OF THE CENTER OF THE WEST
 AW1325'ONE OF TWO TANKS, AND 14 FEET NORTH OF A CHAIN LINK FENCE.  THE
 AW1325'SMALL METAL BUILDING HAS A SIGN WITH OBSERVATION WELL WATER LEVEL
 AW1325'RECORDER UNITED STATES GEOLOGICAL SURVEY.  NEED KEY TO BUILDING.
 AW1325
 AW1325                          STATION RECOVERY (1986)
 AW1325
 AW1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1325'RECOVERED IN GOOD CONDITION.
 AW1325
 AW1325                          STATION RECOVERY (1990)
 AW1325
 AW1325'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1325'RECOVERED IN GOOD CONDITION.
 AW1325
 AW1325                          STATION RECOVERY (1999)
 AW1325
 AW1325'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5713 ***********************************************************************
 AW5713  DESIGNATION -  MOSES LAKE 790 RESET
 AW5713  PID         -  AW5713
 AW5713  STATE/COUNTY-  TX/GALVESTON
 AW5713  USGS QUAD   -  TEXAS CITY (1994)
 AW5713
 AW5713                         *CURRENT SURVEY CONTROL
 AW5713  ___________________________________________________________________
 AW5713* NAD 83(1986)-  29 24 59.     (N)    094 53 42.     (W)     SCALED    
 AW5713* NAVD 88     -         3.505  (meters)      11.50   (feet)  ADJUSTED  
 AW5713  ___________________________________________________________________
 AW5713  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW5713  DYNAMIC HT  -           3.500 (meters)      11.48  (feet)  COMP
 AW5713  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 AW5713
 AW5713  VERT ORDER  -  FIRST     CLASS II
 AW5713
 AW5713.The horizontal coordinates were scaled from a topographic map and have
 AW5713.an estimated accuracy of +/- 6 seconds.
 AW5713
 AW5713.The orthometric height was determined by differential leveling
 AW5713.and adjusted by the National Geodetic Survey in June 1991..
 AW5713
 AW5713.The geoid height was determined by GEOID03.
 AW5713
 AW5713.The dynamic height is computed by dividing the NAVD 88
 AW5713.geopotential number by the normal gravity value computed on the
 AW5713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5713.degrees latitude (g = 980.6199 gals.).
 AW5713
 AW5713.The modeled gravity was interpolated from observed gravity values.
 AW5713
 AW5713;                    North         East    Units  Estimated Accuracy
 AW5713;SPC TXSC     - 4,182,430.      998,240.      MT  (+/- 180 meters Scaled)
 AW5713
 AW5713                          SUPERSEDED SURVEY CONTROL
 AW5713
 AW5713  NGVD 29 (12/23/87)    3.501  (m)           11.49   (f) ADJUSTED    1 2
 AW5713
 AW5713.Superseded values are not recommended for survey control.
 AW5713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5713.See file dsdata.txt to determine how the superseded data were derived.
 AW5713
 AW5713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN161556(NAD 83)
 AW5713_MARKER: H = DRILL HOLE
 AW5713_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AW5713_SP_SET: GALVANIZED STEEL PIPE
 AW5713_MARK LOGO: NONE  
 AW5713_PROJECTION: PROJECTING 61 CENTIMETERS
 AW5713_MAGNETIC: P = MARKER IS A STEEL PIPE
 AW5713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5713+STABILITY: POSITION/ELEVATION WELL
 AW5713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5713+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AW5713_ROD/PIPE-DEPTH: 240  meters
 AW5713
 AW5713  HISTORY     - Date     Condition        Report By
 AW5713  HISTORY     - 1986     MONUMENTED       NGS
 AW5713  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW5713  HISTORY     - 20001024 GOOD             NGS
 AW5713  HISTORY     - 20040129 GOOD             USPSQD
 AW5713  HISTORY     - 20050702 GOOD             USPSQD
 AW5713
 AW5713                          STATION DESCRIPTION
 AW5713
 AW5713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5713'4.1 KM (2.55 MI) NE FROM TEXAS CITY.
 AW5713'2.2 KM (1.35 MI) NORTH ALONG LOOP 197 (6TH STREET) FROM THE POST
 AW5713'OFFICE IN TEXAS CITY, THENCE 0.9 KM (0.55 MI) EAST ALONG 25TH AVENUE
 AW5713'NORTH, THENCE 1.1 KM (0.65 MI) NORTH ALONG BAY STREET, THE CENTER OF A
 AW5713'1/16-INCH DRILL HOLE PAINTED ORANGE, 1-INCH BELOW THE TOP OF A 2-INCH
 AW5713'PIPE, PROTECTED BY A 6-INCH PIPE INSIDE A SMALL METAL BUILDING
 AW5713'MAINTAINED BY USGS, 126.19 METERS (414.01 FT) WEST OF THE CENTERLINE
 AW5713'OF THE STREET, 38.41 METERS (126.02 FT) EAST OF A FENCE, 21.95 METERS
 AW5713'(72.01 FT) SOUTHWEST OF THE CENTER OF THE WEST ONE OF TWO WATER TANKS,
 AW5713'4.27 METERS (14.01 FT) NORTH OF A FENCE.
 AW5713'THE MARK IS 0.61 M ABOVE GROUND.
 AW5713
 AW5713                          STATION RECOVERY (1999)
 AW5713
 AW5713'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5713'MARK NOT FOUND.
 AW5713
 AW5713                          STATION RECOVERY (2000)
 AW5713
 AW5713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WMC)
 AW5713'RECOVERED AS DESCRIBED.
 AW5713
 AW5713                          STATION RECOVERY (2004)
 AW5713
 AW5713'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5713'RECOVERED IN GOOD CONDITION.
 AW5713
 AW5713                          STATION RECOVERY (2005)
 AW5713
 AW5713'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1156 ***********************************************************************
 CU1156  DESIGNATION -  MOSLEY
 CU1156  PID         -  CU1156
 CU1156  STATE/COUNTY-  TX/DAWSON
 CU1156  USGS QUAD   -  SPARENBERG (1970)
 CU1156
 CU1156                         *CURRENT SURVEY CONTROL
 CU1156  ___________________________________________________________________
 CU1156* NAD 83(1993)-  32 33 04.26934(N)    101 51 11.10275(W)     ADJUSTED  
 CU1156* NAVD 88     -       863.4    (meters)    2833.     (feet)  VERTCON   
 CU1156  ___________________________________________________________________
 CU1156  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CU1156  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CU1156
 CU1156  HORZ ORDER  -  FIRST
 CU1156
 CU1156.The horizontal coordinates were established by classical geodetic methods
 CU1156.and adjusted by the National Geodetic Survey in February 1996..
 CU1156
 CU1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1156
 CU1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1156
 CU1156.The geoid height was determined by GEOID03.
 CU1156
 CU1156;                    North         East     Units Scale Factor Converg.
 CU1156;SPC TXNC     - 2,103,109.955   285,148.280   MT  0.99991051   -1 49 43.5
 CU1156;SPC TXNC     - 6,899,953.24    935,523.98   sFT  0.99991051   -1 49 43.5
 CU1156;UTM  14      - 3,605,124.012   232,088.600   MT  1.00048518   -1 32 09.7
 CU1156
 CU1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1156!SPC TXNC     -   0.99986830  x   0.99991051  =   0.99977882
 CU1156!UTM  14      -   0.99986830  x   1.00048518  =   1.00035342
 CU1156
 CU1156:                Primary Azimuth Mark                     Grid Az
 CU1156:SPC TXNC     -  BRICK SCHSE SLAB OVER DOOR               003 57 11.4
 CU1156:UTM  14      -  BRICK SCHSE SLAB OVER DOOR               003 39 37.6
 CU1156
 CU1156|---------------------------------------------------------------------|
 CU1156| PID    Reference Object                     Distance      Geod. Az  |
 CU1156|                                                           dddmmss.s |
 CU1156| CU1155 BRICK SCHSE SLAB OVER DOOR          APPROX. 3.4 KM 0020727.9 |
 CU1156| CU1152 LAMESA FAA MICROWAVE                APPROX.10.0 KM 0064102.6 |
 CU1156| CH9121 MOSLEY RM 3                          13.296 METERS 07042     |
 CU1156| CH9118 MOSLEY AZ MK                                       0772920.3 |
 CU1156| CH9119 MOSLEY RM 1 AZIMUTH                                08016     |
 CU1156| CU1143 ACKERLY SMALL BLACK TANK            APPROX.13.2 KM 1021149.5 |
 CU1156| CH9120 MOSLEY RM 2                          19.690 METERS 22941     |
 CU1156| CH9122 MOSLEY RM 4                          31.314 METERS 23743     |
 CU1156|---------------------------------------------------------------------|
 CU1156
 CU1156                          SUPERSEDED SURVEY CONTROL
 CU1156
 CU1156  NAD 83(1986)-  32 33 04.27599(N)    101 51 11.09619(W) AD(       ) 1
 CU1156  NAD 27      -  32 33 03.88800(N)    101 51 09.59500(W) AD(       ) 1
 CU1156  NGVD 29 (07/19/86)  863.1    (m)         2832.     (f) VERT ANG       
 CU1156
 CU1156.Superseded values are not recommended for survey control.
 CU1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1156.See file dsdata.txt to determine how the superseded data were derived.
 CU1156
 CU1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3208905124(NAD 83)
 CU1156_MARKER: DS = TRIANGULATION STATION DISK
 CU1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1156
 CU1156  HISTORY     - Date     Condition        Report By
 CU1156  HISTORY     - 1932     MONUMENTED       CGS
 CU1156  HISTORY     - 1966     GOOD             USGS
 CU1156  HISTORY     - 1968     GOOD             CGS
 CU1156  HISTORY     - 1969     SEE DESCRIPTION  CGS
 CU1156
 CU1156                          STATION DESCRIPTION
 CU1156
 CU1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CU1156'IN SE 1/4 SECTION 33, BLOCK 35, T. 4 N., ON LAND BELONGING TO
 CU1156'MR. B. MOSLEY, OF SWEETWATER, IN THE FENCE LINE N OF SECTION-LINE
 CU1156'ROAD, 0.2 MILE W OF INTERSECTION WITH N-S ROAD, WITH A YELLOW HOUSE
 CU1156'IN THE SE CORNER OF THE INTERSECTION.
 CU1156'
 CU1156'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CU1156'DISKS SET IN CONCRETE.
 CU1156'
 CU1156'REFERENCE MARK NO. 1 IS 1 FOOT W OF FENCE ON W SIDE OF N-S
 CU1156'ROAD, 20 YARDS S OF CORNER POST, OPPOSITE THE NW CORNER OF
 CU1156'THE YELLOW HOUSE, AND 0.2 MILE (BY SPEEDOMETER) FROM STATION,
 CU1156'N 80 DEG 16 MIN E.
 CU1156'
 CU1156'REFERENCE MARK NO. 2 IS 1 FOOT S OF FENCE S OF ROAD AND 19.69
 CU1156'METERS (64.6 FEET) FROM STATION, S 49 DEG 41 MIN W.
 CU1156'
 CU1156'OTHER BEARINGS FROM STATION ARE--BRICK SCHOOLHOUSE, WHITE STONE
 CU1156'SLAB OVER DOOR, DISTANT ABOUT 2 MILES N 02 DEG 08 MIN E.
 CU1156'ACKERLY, SMALL BLACK TANK, FINIAL, S 77 DEG 48 MIN E.
 CU1156'
 CU1156'TO REACH THE STATION FROM SPARENBURG, A VILLAGE ON U.S.
 CU1156'HIGHWAY 385, ABOUT 15 MILES S AND E OF LAMESA, GO W ON HIGHWAY
 CU1156'385, 1 MILE TO POINT WHERE HIGHWAY TURNS N.  TURN S HERE AND
 CU1156'GO 1.8 MILES TO SECTION-LINE ROAD AND YELLOW HOUSE MENTIONED
 CU1156'ABOVE, THEN GO W 0.2 MILE TO STATION.
 CU1156
 CU1156                          STATION RECOVERY (1966)
 CU1156
 CU1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU1156'STATION MARK FOUND IN GOOD CONDITION.  REFERENCE MARK SW OF
 CU1156'STATION HAS BEEN HIT BY ROAD MACHINERY AND IS LEANING.  AZIMUTH
 CU1156'MARK E OF STATION HAS BEEN UPROOTED AND IS NOT IN POSITION.
 CU1156'
 CU1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5
 CU1156'MILES SW OF SPARENBURG
 CU1156
 CU1156                          STATION RECOVERY (1968)
 CU1156
 CU1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WWH)
 CU1156'RECOVERED AS DESCRIBED BY USGS IN 1966.
 CU1156
 CU1156                          STATION RECOVERY (1969)
 CU1156
 CU1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CU1156'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, AND REFERENCE
 CU1156'MARK NO. 2 WERE FOUND DISPLACED.  THE STATION UNDERGROUND
 CU1156'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE UNDERGROUND
 CU1156'MARK WAS LOWERED VERTICALLY, A NEW SURFACE STATION MARK,
 CU1156'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND AN AZIMUTH
 CU1156'MARK WERE SET.
 CU1156'
 CU1156'FOLLOWING IS A COMPLETE DESCRIPTION.
 CU1156'
 CU1156'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 26 AND
 CU1156'826 IN THE VILLAGE OF SPARENBURG, GO WEST ON FARM ROAD 826
 CU1156'FOR 1.1 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 CU1156'BLADED ROAD FOR 2.05 MILE TO A CROSSROAD, A STUCCO HOUSE
 CU1156'AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE.  TURN RIGHT AND
 CU1156'GO WEST ON A BLADED ROAD FOR 0.25 MILE TO THE STATION ON THE
 CU1156'RIGHT.
 CU1156'
 CU1156'STATION MARKS ARE STANDARD DISKS STAMPED MOSLEY 1932 1969.
 CU1156'THE SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST
 CU1156'WHICH PROJECTS 8 INCHES.  IT IS 103.5 FEET NORTHEAST OF A
 CU1156'TELEPHONE POLE, 44 FEET WEST OF A POWERLINE POLE, 13 FEET
 CU1156'NORTH OF THE CENTER OF THE BLADED ROAD, AND 1.5 FEET EAST
 CU1156'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 CU1156'IRREGULAR MASS OF CONCRETE 2 FEET BELOW THE SURFACE OF THE
 CU1156'GROUND.
 CU1156'
 CU1156'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MOSLEY 1932
 CU1156'NO. 3 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CU1156'PROJECTS 8 INCHES.  IT IS 18 FEET NORTH OF THE CENTER OF THE
 CU1156'BLADED ROAD AND 2 FEET SOUTH OF A POWERLINE POLE.
 CU1156'
 CU1156'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MOSLEY 1932
 CU1156'NO. 4 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CU1156'PROJECTS 1 INCH.  IT IS 19 FEET SOUTH OF THE CENTER OF THE
 CU1156'BLADED ROAD, 2 FEET NORTH OF A TELEPHONE POLE, AND 1 FOOT
 CU1156'EAST OF A METAL WITNESS POST.
 CU1156'
 CU1156'AZIMUTH MARK, A STANDARD DISK STAMPED MOSLEY 1932 1969, IS
 CU1156'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 12
 CU1156'INCHES.  IT IS 89 FEET NORTHWEST OF THE NORTHWEST CORNER
 CU1156'OF THE STUCCO HOUSE, 46 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 CU1156'ROAD, 22 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 2
 CU1156'FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 CU1156'
 CU1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5
 CU1156'MILES SOUTHWEST OF SPARENBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1464 ***********************************************************************
 AB1464  DESIGNATION -  MOSQUITO 1878
 AB1464  PID         -  AB1464
 AB1464  STATE/COUNTY-  TX/KENEDY
 AB1464  USGS QUAD   -  POTRERO LOPENO SW (1975)
 AB1464
 AB1464                         *CURRENT SURVEY CONTROL
 AB1464  ___________________________________________________________________
 AB1464* NAD 83(1993)-  26 48 17.43506(N)    097 28 47.97870(W)     ADJUSTED  
 AB1464* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AB1464  ___________________________________________________________________
 AB1464  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AB1464  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AB1464
 AB1464  HORZ ORDER  -  THIRD
 AB1464
 AB1464.The horizontal coordinates were established by classical geodetic methods
 AB1464.and adjusted by the National Geodetic Survey in February 1996..
 AB1464
 AB1464.The orthometric height was scaled from a topographic map.
 AB1464
 AB1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1464
 AB1464.The geoid height was determined by GEOID03.
 AB1464
 AB1464;                    North         East     Units Scale Factor Converg.
 AB1464;SPC TX S     - 5,126,510.170   401,403.575   MT  0.99990062   +0 27 47.1
 AB1464;SPC TX S     -16,819,225.45  1,316,938.23   sFT  0.99990062   +0 27 47.1
 AB1464;UTM  14      - 2,965,723.956   651,077.723   MT  0.99988178   +0 41 08.1
 AB1464
 AB1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1464!SPC TX S     -   1.00000357  x   0.99990062  =   0.99990419
 AB1464!UTM  14      -   1.00000357  x   0.99988178  =   0.99988535
 AB1464
 AB1464                          SUPERSEDED SURVEY CONTROL
 AB1464
 AB1464  NAD 83(1986)-  26 48 17.45024(N)    097 28 47.94848(W) AD(       ) 3
 AB1464  NAD 27      -  26 48 16.21200(N)    097 28 46.99000(W) AD(       ) 3
 AB1464
 AB1464.Superseded values are not recommended for survey control.
 AB1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1464.See file dsdata.txt to determine how the superseded data were derived.
 AB1464
 AB1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5107865724(NAD 83)
 AB1464_MARKER: Z = SEE DESCRIPTION
 AB1464_SETTING: 0 = UNSPECIFIED SETTING
 AB1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1464
 AB1464  HISTORY     - Date     Condition        Report By
 AB1464  HISTORY     - 1878     MONUMENTED       CGS
 AB1464
 AB1464                          STATION DESCRIPTION
 AB1464
 AB1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (REH)
 AB1464'LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1460 ***********************************************************************
 AB1460  DESIGNATION -  MOSQUITO 2
 AB1460  PID         -  AB1460
 AB1460  STATE/COUNTY-  TX/KENEDY
 AB1460  USGS QUAD   -  POTRERO LOPENO SW (1975)
 AB1460
 AB1460                         *CURRENT SURVEY CONTROL
 AB1460  ___________________________________________________________________
 AB1460* NAD 83(1993)-  26 48 14.35131(N)    097 29 31.27924(W)     ADJUSTED  
 AB1460* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1460  ___________________________________________________________________
 AB1460  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AB1460  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AB1460
 AB1460  HORZ ORDER  -  THIRD
 AB1460
 AB1460.The horizontal coordinates were established by classical geodetic methods
 AB1460.and adjusted by the National Geodetic Survey in February 1996..
 AB1460
 AB1460.The orthometric height was scaled from a topographic map.
 AB1460
 AB1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1460
 AB1460.The geoid height was determined by GEOID03.
 AB1460
 AB1460;                    North         East     Units Scale Factor Converg.
 AB1460;SPC TX S     - 5,126,405.663   400,208.606   MT  0.99990067   +0 27 27.5
 AB1460;SPC TX S     -16,818,882.58  1,313,017.73   sFT  0.99990067   +0 27 27.5
 AB1460;UTM  14      - 2,965,614.812   649,883.194   MT  0.99987734   +0 40 48.5
 AB1460
 AB1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1460!SPC TX S     -   1.00000342  x   0.99990067  =   0.99990408
 AB1460!UTM  14      -   1.00000342  x   0.99987734  =   0.99988075
 AB1460
 AB1460:                Primary Azimuth Mark                     Grid Az
 AB1460:SPC TX S     -  SOUTHEAST 1913                           023 04 59.5
 AB1460:UTM  14      -  SOUTHEAST 1913                           022 51 38.5
 AB1460
 AB1460|---------------------------------------------------------------------|
 AB1460| PID    Reference Object                     Distance      Geod. Az  |
 AB1460|                                                           dddmmss.s |
 AB1460| AB1465 SOUTHEAST 1913                      APPROX. 5.6 KM 0233227.0 |
 AB1460| CV2705 MOSQUITO 2 RM                        81.000 METERS 05234     |
 AB1460| AB1458 CORPUS CHRI PORT ISABEL LT 229      APPROX. 3.2 KM 1294614.7 |
 AB1460| AB1463 CORPUS CHRI PORT ISABEL LT 234      APPROX. 4.8 KM 1445425.9 |
 AB1460|---------------------------------------------------------------------|
 AB1460
 AB1460                          SUPERSEDED SURVEY CONTROL
 AB1460
 AB1460  NAD 83(1986)-  26 48 14.36701(N)    097 29 31.24940(W) AD(       ) 3
 AB1460  NAD 27      -  26 48 13.13300(N)    097 29 30.29700(W) AD(       ) 3
 AB1460
 AB1460.Superseded values are not recommended for survey control.
 AB1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1460.See file dsdata.txt to determine how the superseded data were derived.
 AB1460
 AB1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4988365615(NAD 83)
 AB1460_MARKER: DS = TRIANGULATION STATION DISK
 AB1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1460_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1460
 AB1460  HISTORY     - Date     Condition        Report By
 AB1460  HISTORY     - 1913     MONUMENTED       CGS
 AB1460  HISTORY     - 1938     MARK NOT FOUND   CGS
 AB1460  HISTORY     - 1949     GOOD             HUMBLE
 AB1460  HISTORY     - 1950     GOOD             CGS
 AB1460
 AB1460                          STATION DESCRIPTION
 AB1460
 AB1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1460'THE STATION IS NEAR THE NE END OF AN ISLAND, ON THE HIGHEST
 AB1460'GROUND IN ITS VICINITY.  ABOUT 1 MILE E OF THE CORNER OF
 AB1460'THE BOUNDARY FENCE BETWEEN THE KENEDY AND KING PROPERTY.
 AB1460'THE ISLAND ON WHICH THE STATION IS LOCATED IS THE FOURTH
 AB1460'ONE W OF THE LAGUNA, THE FIRST ONE BEING A LONG ISLAND ABOUT
 AB1460'2-1/2 MILES LONG, THE MOST EASTERLY IN THE LAGUNA.  THERE
 AB1460'IS NO LAND TO THE N OF THE ISLAND ON WHICH THE STATION IS
 AB1460'LOCATED FOR A DISTANCE OF MORE THAN 2 MILES.  THE STATION
 AB1460'IS ABOUT 54 METERS (177 FEET) S OF THE NORTHERN EDGE OF THE
 AB1460'ISLAND, 21 METERS (69 FEET) W OF THE E EDGE, AND 14 METERS
 AB1460'(46 FEET) N OF THE S EDGE.  SURFACE AND UNDERGROUND MARKS
 AB1460'ARE STANDARD BRONZE DISKS IN CONCRETE.
 AB1460'A STANDARD BRONZE DISK IN
 AB1460'CONCRETE, DESCRIBES THE REFERENCE MARK, WHICH IS LOCATED
 AB1460'81.0 METERS (265.7 FEET) FROM THE STATION,
 AB1460'S 52 DEG 34 MIN W.  OTHER BEARINGS AND
 AB1460'DISTANCES ARE--SPANISH DAGGER S 75 DEG W (MAGNETIC), DISTANT
 AB1460'APPROXIMATELY 60 METERS (197 FEET).  LAST FENCE POST IN
 AB1460'LAGUNA (KENEDY-KING LINE) N 42 DEG W (MAGNETIC).
 AB1460'SPANISH DAGGER N 26 DEG E (MAGNETIC).  POST 6 BY 6
 AB1460'INCHES, 4 FEET HIGH, IN A SMALL ISLAND ABOUT 3/16 MILE
 AB1460'TO SE, 317 DEG 48 MIN 27 SEC (TRUE).
 AB1460
 AB1460                          STATION RECOVERY (1938)
 AB1460
 AB1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1460'THIS STATION WAS NOT VISITED BY THIS PARTY.  IT IS DIFFICULT
 AB1460'TO REACH BECAUSE OF THE MUD FLATS AROUND THE ISLAND.
 AB1460'
 AB1460'THE STATION WAS RECOVERED IN 1932 BY THE U.S.E.D. AND IT
 AB1460'IS THOUGHT THAT IT CAN STILL BE FOUND UNLESS DISTURBED
 AB1460'BY OTHER THAN NATURAL CAUSES.
 AB1460'
 AB1460'IT IS ON THE NORIAS SECTION OF THE KING RANCH, ON A SMALL
 AB1460'ISLAND AT THE NE CORNER OF THE RANCH, AND ABOUT 1 MILE FROM
 AB1460'THE MAINLAND.  A TRUCK CAN EASILY BE DRIVEN TO THE NE CORNER
 AB1460'OF THE MAINLAND AT THE KING RANCH FENCE BUT FROM THERE TO
 AB1460'THE STATION TRAVEL OF ANY KING WOULD BE VERY DIFFICULT EXCEPT
 AB1460'AFTER A LONG PERIOD OF DRY WEATHER AND LOW TIDE.
 AB1460
 AB1460                          STATION RECOVERY (1949)
 AB1460
 AB1460'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1949
 AB1460'STATION IS IN GOOD CONDITION AS DESCRIBED, EXCEPT THE SPANISH
 AB1460'DAGGERS ARE GONE.
 AB1460
 AB1460                          STATION RECOVERY (1950)
 AB1460
 AB1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1460'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AB1460'IS ADEQUATE WITH THE FOLLOWING CHANGES--
 AB1460'
 AB1460'STATION IS LOCATED APPROXIMATELY 1 MILE E OF THE KING-KENEDY
 AB1460'BOUNDARY FENCE, ALONG THE W SIDE OF LAGUNA MADRE, AND ON
 AB1460'A N CHAIN OF ISLANDS AT THE S SIDE OF THE MUD FLATS.  IT
 AB1460'IS ON THE FOURTH ISLAND TO THE W FROM THE MOST E ISLAND
 AB1460'(LONG ISLAND) APPROXIMATELY 350 FEET W OF THE E END OF THE
 AB1460'ISLAND, 16 FEET N OF THE S BANK, AND 60 FEET W OF A CLUMP
 AB1460'OF SPANISH DAGGERS.
 AB1460'
 AB1460'STATION MARK IS A BRONZE DISK, UNSTAMPED, SET IN A MASS OF
 AB1460'CONCRETE PROJECTING 3 INCHES ABOVE GROUND.
 AB1460'
 AB1460'DIRECTIONS FOR REACHING THE NE CORNER OF THE NORIAS RANCH
 AB1460'CAN BE OBTAINED FROM RANCH HEADQUARTERS JUST E OF NORIAS,
 AB1460'ALSO KEYS FOR THE LOCKED GATE.  A TRUCK CAN BE DRIVEN TO
 AB1460'THE KING-KENEDY FENCE IN DRY WEATHER AND A WALK OF ABOUT
 AB1460'1 MILE E TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2293 ***********************************************************************
 AN2293  DESIGNATION -  MOSQUITO POINT
 AN2293  PID         -  AN2293
 AN2293  STATE/COUNTY-  TX/CALHOUN
 AN2293  USGS QUAD   -  MOSQUITO POINT (1973)
 AN2293
 AN2293                         *CURRENT SURVEY CONTROL
 AN2293  ___________________________________________________________________
 AN2293* NAD 83(1993)-  28 20 49.40068(N)    096 42 27.88962(W)     ADJUSTED  
 AN2293* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2293  ___________________________________________________________________
 AN2293  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AN2293  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN2293
 AN2293  HORZ ORDER  -  SECOND
 AN2293
 AN2293.The horizontal coordinates were established by classical geodetic methods
 AN2293.and adjusted by the National Geodetic Survey in February 1996..
 AN2293
 AN2293.The orthometric height was scaled from a topographic map.
 AN2293
 AN2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2293
 AN2293.The geoid height was determined by GEOID03.
 AN2293
 AN2293;                    North         East     Units Scale Factor Converg.
 AN2293;SPC TXSC     - 4,059,139.352   824,731.764   MT  1.00001061   +1 07 22.8
 AN2293;SPC TXSC     -13,317,359.69  2,705,807.46   sFT  1.00001061   +1 07 22.8
 AN2293;UTM  14      - 3,137,783.291   724,687.021   MT  1.00022311   +1 05 19.8
 AN2293
 AN2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2293!SPC TXSC     -   1.00000409  x   1.00001061  =   1.00001470
 AN2293!UTM  14      -   1.00000409  x   1.00022311  =   1.00022720
 AN2293
 AN2293:                Primary Azimuth Mark                     Grid Az
 AN2293:SPC TXSC     -  WINDMILL A SWAN POINT                    036 28 48.1
 AN2293:UTM  14      -  WINDMILL A SWAN POINT                    036 30 51.1
 AN2293
 AN2293|---------------------------------------------------------------------|
 AN2293| PID    Reference Object                     Distance      Geod. Az  |
 AN2293|                                                           dddmmss.s |
 AN2293| AN2298 WINDMILL A SWAN POINT               APPROX. 4.5 KM 0373610.9 |
 AN2293| CV6586 MOSQUITO POINT RM 3                  32.650 METERS 04727     |
 AN2293| AN2291 WINDMILL B MOSQUITO POINT           APPROX. 1.7 KM 0521546.2 |
 AN2293| AN2331 NETTLE                              APPROX. 8.6 KM 2494256.5 |
 AN2293| CV6584 MOSQUITO POINT RM 1                  20.050 METERS 26450     |
 AN2293| CV6585 MOSQUITO POINT RM 2                  26.020 METERS 34612     |
 AN2293|---------------------------------------------------------------------|
 AN2293
 AN2293                          SUPERSEDED SURVEY CONTROL
 AN2293
 AN2293  NAD 83(1986)-  28 20 49.41042(N)    096 42 27.87168(W) AD(       ) 2
 AN2293  NAD 27      -  28 20 48.39300(N)    096 42 26.93300(W) AD(       ) 2
 AN2293
 AN2293.Superseded values are not recommended for survey control.
 AN2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2293.See file dsdata.txt to determine how the superseded data were derived.
 AN2293
 AN2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2468737783(NAD 83)
 AN2293_MARKER: S = SPIKE
 AN2293_SETTING: 0 = UNSPECIFIED SETTING
 AN2293
 AN2293  HISTORY     - Date     Condition        Report By
 AN2293  HISTORY     - 1859     MONUMENTED       CGS
 AN2293  HISTORY     - 1911     GOOD             CGS
 AN2293  HISTORY     - 1934     GOOD             CGS
 AN2293  HISTORY     - 1944     GOOD             USE
 AN2293  HISTORY     - 1944     GOOD             USE
 AN2293  HISTORY     - 1946     GOOD             CGS
 AN2293  HISTORY     - 1947     GOOD             CGS
 AN2293  HISTORY     - 1969     GOOD             CGS
 AN2293  HISTORY     - 1979     GOOD             LOCENG
 AN2293
 AN2293                          STATION DESCRIPTION
 AN2293
 AN2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JCG)
 AN2293'STATION IS 25.51 METERS FROM MOSQUITO POINT 2 S 57 DEG 14 MIN E.
 AN2293'THE SUBSURFACE MARK IS A BOTTLE EMBEDDED
 AN2293'IN A CONCRETE CORE 3 FEET BELOW THE SURFACE.  THE SURFACE
 AN2293'MARK IS AN IRON SPIKE IN THE CENTER OF A CAST-IRON RING
 AN2293'LETTERED U.S. COAST SURVEY AND EMBEDDED IN A CORE OF CONCRETE
 AN2293'PROJECTING ABOUT 2 INCHES ABOVE THE GENERAL LEVEL OF THE GROUND.
 AN2293
 AN2293                          STATION RECOVERY (1934)
 AN2293
 AN2293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2293'STATION IS ABOUT 4 MILES S OF SEADRIFT, ON MOSQUITO POINT,
 AN2293'ON THE E SHORE OF SAN ANTONIO BAY.  IT IS ON THE RANCH PROPERTY
 AN2293'BELONGING TO MR. J. WELDER OF VICTORIA.  STATION IS 57 METERS
 AN2293'NE OF WELDERS BOATHOUSE, 75 METERS NE OF THE EXTREME POINT, 35
 AN2293'METERS SE OF THE N SHORE, AND 17 METERS N OF S SHORE OF POINT.
 AN2293'
 AN2293'REFERENCE MARK 1 IS 20.05 METERS SW OF THE STATION AND IS
 AN2293'MARKED BY A BOTTLE SET IN CONCRETE.
 AN2293'
 AN2293'REFERENCE MARK 2 IS 26.02 METERS N OF THE STATION.
 AN2293'
 AN2293'REFERENCE MARK 3 WAS ESTABLISHED.  IT IS 32.65 METERS NE OF
 AN2293'STATION.
 AN2293'
 AN2293'AN OLD CAST-IRON REFERENCE MARK WAS RECOVERED 1.82 METERS
 AN2293'SE OF THE STATION.
 AN2293'
 AN2293'THE OLD REFERENCE MARKS LISTED ABOVE WERE FORMERLY REFERENCE
 AN2293'MARKS FOR MOSQUITO POINT 2.
 AN2293'
 AN2293'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2293'SCHOOL AT SEADRIFT, 355 DEG, AND WELDERS HOUSE, 39 DEG.
 AN2293
 AN2293                          STATION RECOVERY (1944)
 AN2293
 AN2293'RECOVERY NOTE BY US ENGINEERS 1944
 AN2293'STATION WAS RECOVERED AND MAY BE REACHED BY ROAD THROUGH
 AN2293'THE WELDER RANCH.  REFERENCE MARK 1 APPEARS TO HAVE FALLEN OFF
 AN2293'INTO THE BAY BY CAVING BANK WHICH IS WITHIN 8 METERS OF
 AN2293'STATION INSTEAD OF 17 METERS (1934).
 AN2293'
 AN2293'OLD CAST-IRON REFERENCE MARK WAS RECOVERED AND REFERENCE
 AN2293'MARK 3 WAS ALSO FOUND TO BE IN GOOD CONDITION.  NO OTHER MARKS
 AN2293'WERE FOUND BUT AN EXTENSIVE SEARCH WAS NOT MADE.
 AN2293'
 AN2293'A PIER AND TOOL HOUSE NEARBY HAVE BEEN WRECKED BY HIGH WATER,
 AN2293'PROBABLY DURING THE 1942 HURRICANE.
 AN2293
 AN2293                          STATION RECOVERY (1944)
 AN2293
 AN2293'RECOVERY NOTE BY US ENGINEERS 1944 (GHD)
 AN2293'POINT HAS BEEN WASHED AWAY CONSIDERABLY BY HIGH WATER, THE BANK
 AN2293'BEING ONLY 25 FEET S OF THE STATION.
 AN2293'
 AN2293'REFERENCE MARK 2 WAS FOUND NW OF STATION, R.M. 3 WAS FOUND
 AN2293'NE OF STATION, AND R.M. 1 WAS FOUND WSW OF STATION UNDER A
 AN2293'PILE OF BROKEN CONCRETE.  AN IRON R.M. WEDGE WAS FOUND ABOUT 6
 AN2293'FEET SE OF STATION ALSO.
 AN2293'
 AN2293'STATION MAY BE REACHED BY ROAD THROUGH WELDER RANCH, BUT IS
 AN2293'MORE EASILY ACCESSIBLE BY BOAT.
 AN2293'
 AN2293'THE SURFACE STATION IS AN IRON SPIKE IN THE CENTER OF A CONCRETE
 AN2293'FILLED IRON RING AND WAS FOUND IN GOOD CONDITION.
 AN2293
 AN2293                          STATION RECOVERY (1946)
 AN2293
 AN2293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LOJ)
 AN2293'THE STATION MARK, REFERENCE MARKS 1 2, AND CAST IRON REFERENCE
 AN2293'MARKER WERE RECOVERED IN GOOD CONDITION.
 AN2293'
 AN2293'WAVE ACTION HAS CAUSED S BANK TO CAVE AWAY UNTIL IT IS NOW
 AN2293'ONLY 3 METERS SW OF STATION.
 AN2293'
 AN2293'A 1-1/2 INCH GALVANIZED PIPE WAS SET 5 FEET N OF REFERENCE
 AN2293'MARK 3 AND EXTENDING 4 FEET ABOVE SURFACE.
 AN2293'
 AN2293'OTHER DESCRIPTIONS GOOD.
 AN2293
 AN2293                          STATION RECOVERY (1947)
 AN2293
 AN2293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2293'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AN2293'AND THE RECOVERY NOTE OF E.O.H. IN 1934 IS GOOD.
 AN2293'
 AN2293'REFERENCE MARK 1 WAS NOT RECOVERED.  IT HAS BEEN WASHED AWAY
 AN2293'AND IT IS RECOMMENDED THAT IT BE CLASSIFIED AS DESTROYED.
 AN2293'
 AN2293'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION AND THE
 AN2293'DISTANCE WAS CHECKED AND FOUND TO BE CORRECT.
 AN2293'
 AN2293'REFERENCE MARK 3 WAS RECOVERED IN GOOD CONDITION AND THE
 AN2293'DISTANCE FROM THE STATION FOUND TO BE CORRECT.
 AN2293'
 AN2293'AN OLD CAST-IRON REFERENCE MARK WAS RECOVERED 1.82 METERS SE
 AN2293'OF THE STATION.
 AN2293
 AN2293                          STATION RECOVERY (1969)
 AN2293
 AN2293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2293'THE STATION WAS VISITED AND THE STATION MARK AND THREE REFERENCE
 AN2293'MARKS WERE RECOVERED IN GOOD CONDITION.  THE CAST-IRON REFERENCE
 AN2293'MARK COULD NOT BE FOUND.  A MORE COMPLETE DESCRIPTION FOLLOWS--
 AN2293'
 AN2293'THE STATION IS LOCATED 4 MILES SOUTH OF SEADRIFT, ON THE WEST
 AN2293'SHORE OF SAN ANTONIO BAY, 3 MILES NORTHWEST OF THE INTRACOASTAL
 AN2293'WATERWAY, ON MOSQUITO POINT WHICH IS NOW A SMALL ISLAND FORMED
 AN2293'BY THE DIGGING OF THE VICTORIA BARGE CANAL 0.15 MILE TO THE
 AN2293'NORTHEAST.
 AN2293'
 AN2293'THE STATION WAS REACHED BY BOAT FROM PORT O CONNOR AND CAN NO
 AN2293'LONGER BE REACHED BY ROAD DUE TO THE BARGE CANAL.
 AN2293'
 AN2293'THE STATION MARK IS AN IRON SPIKE SET IN THE CENTER OF A
 AN2293'CONCRETE FILLED CAST IRON RING THAT IS SET IN A LARGER CONCRETE
 AN2293'POST BEARING THE LETTERS USCS, AND ABOUT FLUSH WITH THE GROUND.
 AN2293'IT IS ON THE EDGE OF THE SECOND STEP OF THE BANK ON SOUTHERLY
 AN2293'EDGE OF THE ISLAND, 0.15 MILES SOUTH-SOUTHWEST OF THE NORTH
 AN2293'POINT OF ISLAND, 100 YARDS NORTHWEST OF HIGH SPOIL BANK, 45
 AN2293'FEET NORTH OF MHWL OF BAY AND 2 FEET NORTH OF METAL WITNESS
 AN2293'POST.
 AN2293'
 AN2293'REFERENCE MARK NO. 1 IS THE CENTER OF THE NECK OF BOTTLE SET
 AN2293'FLUSH IN THE TOP OF 18 INCH CONCRETE POST THAT IS 2 INCHES BELOW
 AN2293'THE GROUND SURFACE.  IT IS WEST OF THE STATION ON EDGE OF THE
 AN2293'SECOND STEP OF THE BANK AND 5 FEET EAST OF PILE OF CONCRETE
 AN2293'PILINGS.
 AN2293'
 AN2293'REFERENCE MARK NO. 2 IS A STANDARD DISK, UNSTAMPED, SET IN THE
 AN2293'TOP OF A CONCRETE POST THAT IS 2-1/2 FEET BELOW THE GROUND
 AN2293'SURFACE.  IT IS AT ABOUT THE CENTER OF THE MAIN RIDGE OF THE
 AN2293'ISLAND, 80 FEET EAST OF THE WEST MOST SHORE, 2.5 FEET WEST OF
 AN2293'WITNESS POST AND NORTH-NORTHWEST OF THE STATION.
 AN2293'
 AN2293'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED MOSQUITO PT NO 3
 AN2293'1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 AN2293'FLUSH.  IT IS AT ABOUT THE CENTER OF THE MAIN RIDGE OF ISLAND,
 AN2293'4.6 FEET SOUTH OF 1-1/2 INCH GALVANIZED PIPE 4 FEET HIGH
 AN2293'AND NORTHEAST OF THE STATION.
 AN2293'
 AN2293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AN2293'SOUTH OF SEADRIFT.
 AN2293
 AN2293                          STATION RECOVERY (1979)
 AN2293
 AN2293'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (AJ)
 AN2293'IRON SPIKE IN CENTER OF CONCRETE RECOVERED EXCELLENT - FLUSH WITH
 AN2293'GROUND - 2X2 WOODEN POSTS IN AREA GUYED WITH WIRE.  1969 DESCRIPTION
 AN2293'IS ACCURATE.
 AN2293'
 AN2293'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF SENDRIFT,
 AN2293'TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1640 ***********************************************************************
 AE1640  DESIGNATION -  MOSS
 AE1640  PID         -  AE1640
 AE1640  STATE/COUNTY-  TX/ZAPATA
 AE1640  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1640
 AE1640                         *CURRENT SURVEY CONTROL
 AE1640  ___________________________________________________________________
 AE1640* NAD 83(1993)-  26 51 06.63707(N)    099 00 50.46522(W)     ADJUSTED  
 AE1640* NAVD 88     -       138.1    (meters)     453.     (feet)  VERTCON   
 AE1640  ___________________________________________________________________
 AE1640  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AE1640  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AE1640
 AE1640  HORZ ORDER  -  FIRST
 AE1640
 AE1640.The horizontal coordinates were established by classical geodetic methods
 AE1640.and adjusted by the National Geodetic Survey in February 1996..
 AE1640
 AE1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1640
 AE1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1640
 AE1640.The geoid height was determined by GEOID03.
 AE1640
 AE1640;                    North         East     Units Scale Factor Converg.
 AE1640;SPC TX S     - 5,131,411.576   248,919.841   MT  0.99989817   -0 14 00.1
 AE1640;SPC TX S     -16,835,306.15    816,664.51   sFT  0.99989817   -0 14 00.1
 AE1640;UTM  14      - 2,970,025.811   498,607.372   MT  0.99960002   -0 00 22.8
 AE1640
 AE1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1640!SPC TX S     -   0.99998204  x   0.99989817  =   0.99988021
 AE1640!UTM  14      -   0.99998204  x   0.99960002  =   0.99958207
 AE1640
 AE1640:                Primary Azimuth Mark                     Grid Az
 AE1640:SPC TX S     -  MOSS RM 3                                014 36 40.4
 AE1640:UTM  14      -  MOSS RM 3                                014 23 03.1
 AE1640
 AE1640|---------------------------------------------------------------------|
 AE1640| PID    Reference Object                     Distance      Geod. Az  |
 AE1640|                                                           dddmmss.s |
 AE1640| CV2708 MOSS RM 3                                          0142240.3 |
 AE1640| CV2706 MOSS RM 1                             9.428 METERS 10319     |
 AE1640| CV2707 MOSS RM 2                             9.518 METERS 19519     |
 AE1640|---------------------------------------------------------------------|
 AE1640
 AE1640                          SUPERSEDED SURVEY CONTROL
 AE1640
 AE1640  NAD 83(1986)-  26 51 06.63892(N)    099 00 50.43157(W) AD(       ) 1
 AE1640  NAD 27      -  26 51 05.47047(N)    099 00 49.31771(W) AD(       ) 1
 AE1640  NGVD 29 (07/19/86)  138.1    (m)          453.     (f) VERT ANG       
 AE1640
 AE1640.Superseded values are not recommended for survey control.
 AE1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1640.See file dsdata.txt to determine how the superseded data were derived.
 AE1640
 AE1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9860770026(NAD 83)
 AE1640_MARKER: DS = TRIANGULATION STATION DISK
 AE1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1640
 AE1640  HISTORY     - Date     Condition        Report By
 AE1640  HISTORY     - 1974     MONUMENTED       NGS
 AE1640
 AE1640                          STATION DESCRIPTION
 AE1640
 AE1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1640'THE STATION IS ABOUT 5 MILES WEST AND 2-1/2 MILES SOUTH OF THE
 AE1640'COMMUNITY OF GUERRA, 15 MILES EAST OF THE RIO GRANDE RIVER, 15 MILES
 AE1640'EAST AND 5 MILES SOUTH OF ZAPATA, IN ZAPATA COUNTY AND ON FARM ROAD
 AE1640'RIGHT-OF-WAY.
 AE1640'
 AE1640'TO REACH THE STATION FROM THE POST OFFICE IN ZAPATA, GO SOUTHEASTERLY
 AE1640'ON U.S. HIGHWAY 83 FOR 12.55 MILES TO THE JUNCTION WITH FARM ROAD
 AE1640'2687.  TURN LEFT AND GO NORTHEAST ON FARM ROAD 2687 FOR 6.9 MILES
 AE1640'TO A BRIDGE, CONTINUE NORTHEASTERLY FOR 0.9 MILE TO A GATE ON THE
 AE1640'TOP OF A RISE, CONTINUE FOR 0.5 MILE TO THE STATION ON THE LEFT.
 AE1640'TO REACH THE AZIMUTH MARK, REFERENCE MARK 3, CONTINUE
 AE1640'NORTHEASTERLY ON FARM ROAD 2687 FOR 0.45 MILE TO THE MARK ON THE
 AE1640'RIGHT.
 AE1640'
 AE1640'STATION MARK IS A STANDARD DISK, STAMPED MOSS 1974, SET IN THE TOP
 AE1640'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AE1640'GROUND.  IT IS 1.9 FEET SOUTH OF A METAL WITNESS POST, 5.1 FEET
 AE1640'SOUTHEAST OF A FENCELINE AND 54.0 FEET NORTHWEST OF THE CENTER OF
 AE1640'FARM ROAD 2687.
 AE1640'
 AE1640'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOSS NO 1 1974, SET IN
 AE1640'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AE1640'WITH THE GROUND.  IT IS 24.0 FEET NORTHWEST OF THE CENTER OF FARM
 AE1640'ROAD 2687, 31.0 FEET SOUTHEAST OF THE WITNESS POST AT THE
 AE1640'STATION, 36.0 FEET SOUTHEAST OF THE FENCE LINE, 46.0 FEET
 AE1640'NORTHEAST OF THE WITNESS POST AT REFERENCE MARK 2 AND IS ABOUT 3
 AE1640'FEET LOWER THAN THE STATION.
 AE1640'
 AE1640'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOSS NO 2 1974, SET IN
 AE1640'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AE1640'WITH THE GROUND.  IT IS 1.9 FEET NORTHEAST OF A METAL WITNESS POST,
 AE1640'2.5 FEET SOUTHEAST OF THE FENCELINE, 56.0 FEET NORTHWEST OF THE
 AE1640'CENTER OF THE ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 AE1640'
 AE1640'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MOSS NO 3 1974, SET IN
 AE1640'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 AE1640'INCHES ABOVE THE GROUND.  IT IS 1.0 FEET WEST ON A FENCELINE, 1.3
 AE1640'FEET SOUTH OF A METAL WITNESS POST AND 59.5 FEET EAST OF THE CENTER
 AE1640'OF FARM ROAD 2687.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2132 ***********************************************************************
 AN2132  DESIGNATION -  MOSS
 AN2132  PID         -  AN2132
 AN2132  STATE/COUNTY-  TX/BEE
 AN2132  USGS QUAD   -  BURKES RIDGE (1979)
 AN2132
 AN2132                         *CURRENT SURVEY CONTROL
 AN2132  ___________________________________________________________________
 AN2132* NAD 83(1993)-  28 18 38.98225(N)    097 31 41.67566(W)     ADJUSTED  
 AN2132* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 AN2132  ___________________________________________________________________
 AN2132  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AN2132  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN2132
 AN2132  HORZ ORDER  -  SECOND
 AN2132
 AN2132.The horizontal coordinates were established by classical geodetic methods
 AN2132.and adjusted by the National Geodetic Survey in February 1996..
 AN2132
 AN2132.The orthometric height was scaled from a topographic map.
 AN2132
 AN2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2132
 AN2132.The geoid height was determined by GEOID03.
 AN2132
 AN2132;                    North         East     Units Scale Factor Converg.
 AN2132;SPC TXSC     - 4,053,830.214   744,346.532   MT  1.00002160   +0 43 15.7
 AN2132;SPC TXSC     -13,299,941.29  2,442,076.91   sFT  1.00002160   +0 43 15.7
 AN2132;SPC TX S     - 5,293,344.311   395,322.038   MT  1.00015576   +0 26 28.3
 AN2132;SPC TX S     -17,366,580.46  1,296,985.72   sFT  1.00015576   +0 26 28.3
 AN2132;UTM  14      - 3,132,514.264   644,298.280   MT  0.99985698   +0 41 53.2
 AN2132
 AN2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2132!SPC TXSC     -   0.99999611  x   1.00002160  =   1.00001771
 AN2132!SPC TX S     -   0.99999611  x   1.00015576  =   1.00015187
 AN2132!UTM  14      -   0.99999611  x   0.99985698  =   0.99985309
 AN2132
 AN2132|---------------------------------------------------------------------|
 AN2132| PID    Reference Object                     Distance      Geod. Az  |
 AN2132|                                                           dddmmss.s |
 AN2132| CV4874 MOSS RM 1                            30.031 METERS 07835     |
 AN2132| CV4875 MOSS RM 2                            24.155 METERS 18836     |
 AN2132| CV4873 MOSS AZ MK                                         3350419.0 |
 AN2132|---------------------------------------------------------------------|
 AN2132
 AN2132                          SUPERSEDED SURVEY CONTROL
 AN2132
 AN2132  NAD 83(1986)-  28 18 38.99019(N)    097 31 41.65766(W) AD(       ) 2
 AN2132  NAD 27      -  28 18 37.97600(N)    097 31 40.67900(W) AD(       ) 2
 AN2132
 AN2132.Superseded values are not recommended for survey control.
 AN2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2132.See file dsdata.txt to determine how the superseded data were derived.
 AN2132
 AN2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4429832514(NAD 83)
 AN2132_MARKER: DS = TRIANGULATION STATION DISK
 AN2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2132
 AN2132  HISTORY     - Date     Condition        Report By
 AN2132  HISTORY     - 1952     MONUMENTED       CGS
 AN2132  HISTORY     - 1985     GOOD             AMOCO
 AN2132
 AN2132                          STATION DESCRIPTION
 AN2132
 AN2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2132'THE STATION IS LOCATED ABOUT 18 MILES NORTH OF SINTON AND
 AN2132'ABOUT 16 MILES SOUTHEAST OF BEEVILLE ON A SANDY AND WOODED
 AN2132'RIDGE.  IT IS ON WHAT IS KNOWN AS THE THOMPSON RANCH OF
 AN2132'THE WELDER AND MC CAN OPERATIONS.
 AN2132'
 AN2132'TO REACH THE STATION FROM THE RAILROAD STATION IN WOODSBORO,
 AN2132'GO SOUTHWEST ON U.S. HIGHWAY 77 FOR 3.6 MILES TO A ROAD
 AN2132'RIGHT AND A METAL GATE.  TURN RIGHT, PASS THROUGH GATE AND
 AN2132'GO WESTERLY 4.3 MILES TO RANCH BUILDINGS.  CONTINUE WESTERLY
 AN2132'5.5 MILES TO A ROAD RIGHT.  TURN RIGHT, GO NORTHWESTERLY
 AN2132'0.4 MILE TO A CATTLE GUARD.  CROSS CATTLE GUARD AND GO NORTHERLY
 AN2132'4.75 MILES TO A BOARD GATE.  PASS THROUGH GATE, TURN LEFT,
 AN2132'GO WESTERLY ALONG THE NORTH SIDE OF FENCE FOR 1.55 MILES
 AN2132'TO AN INTERSECTION OF SEVERAL ROADS AT TWO METAL GATES.  TURN
 AN2132'RIGHT ON A SANDY TRACK ROAD AND GO NORTHWESTERLY 1.15 MILES
 AN2132'TO TWO WINDMILLS AT TOP OF RIDGE.  TURN LEFT, GO
 AN2132'SOUTHWESTERLY 0.4 MILE ACROSS COUNTRY TO STATION.
 AN2132'
 AN2132'THE STATION MARK IS STAMPED MOSS 1952.  IT IS A STANDARD
 AN2132'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 AN2132'IS 160 YARDS NORTHEAST OF TWO LARGE METAL TANKS, 55 FEET
 AN2132'EAST OF TWO TRIANGULAR BLAZED OAK TREES AND 7 FEET NORTHWEST
 AN2132'OF A WHITE WITNESS POST.
 AN2132'
 AN2132'REFERENCE MARK 1 IS STAMPED MOSS NO 1 1952.  IT IS A STANDARD
 AN2132'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 AN2132'
 AN2132'REFERENCE MARK 2 IS STAMPED MOSS NO 2 1952.  IT IS A STANDARD
 AN2132'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8 INCHES.
 AN2132'
 AN2132'THE AZIMUTH MARK IS STAMPED MOSS 1952.  IT IS A STANDARD
 AN2132'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT
 AN2132'IS 23.5 FEET EAST OF A TRIANGULAR BLAZED OAK TREE AND 3
 AN2132'FEET SOUTH OF A WHITE WITNESS POST.
 AN2132'
 AN2132'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 AN2132'ACROSS COUNTRY ALONG THE TOP OF THE RIDGE 0.25 MILE TO THE
 AN2132'MARK AS DESCRIBED ABOVE.
 AN2132'
 AN2132'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2132
 AN2132                          STATION RECOVERY (1985)
 AN2132
 AN2132'RECOVERY NOTE BY AMOCO OIL COMPANY 1985 (KLR)
 AN2132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2111 ***********************************************************************
 BL2111  DESIGNATION -  MOSS
 BL2111  PID         -  BL2111
 BL2111  STATE/COUNTY-  TX/LIBERTY
 BL2111  USGS QUAD   -  ARIZONA CREEK (1984)
 BL2111
 BL2111                         *CURRENT SURVEY CONTROL
 BL2111  ___________________________________________________________________
 BL2111* NAD 83(1993)-  30 15 49.68828(N)    094 41 11.10372(W)     ADJUSTED  
 BL2111* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 BL2111  ___________________________________________________________________
 BL2111  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BL2111  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL2111
 BL2111  HORZ ORDER  -  SECOND
 BL2111
 BL2111.The horizontal coordinates were established by classical geodetic methods
 BL2111.and adjusted by the National Geodetic Survey in February 1996..
 BL2111
 BL2111.The orthometric height was scaled from a topographic map.
 BL2111
 BL2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2111
 BL2111.The geoid height was determined by GEOID03.
 BL2111
 BL2111;                    North         East     Units Scale Factor Converg.
 BL2111;SPC TX C     - 3,079,985.667 1,243,150.137   MT  0.99996398   +2 54 30.6
 BL2111;SPC TX C     -10,104,919.64  4,078,568.41   sFT  0.99996398   +2 54 30.6
 BL2111;UTM  15      - 3,349,220.854   337,769.219   MT  0.99992470   -0 51 00.4
 BL2111
 BL2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2111!SPC TX C     -   1.00000056  x   0.99996398  =   0.99996454
 BL2111!UTM  15      -   1.00000056  x   0.99992470  =   0.99992526
 BL2111
 BL2111:                Primary Azimuth Mark                     Grid Az
 BL2111:SPC TX C     -  MOSS AZ MK                               036 09 01.0
 BL2111:UTM  15      -  MOSS AZ MK                               039 54 32.0
 BL2111
 BL2111|---------------------------------------------------------------------|
 BL2111| PID    Reference Object                     Distance      Geod. Az  |
 BL2111|                                                           dddmmss.s |
 BL2111| CV8878 MOSS AZ MK                                         0390331.6 |
 BL2111| CV8879 MOSS RM 1                            33.670 METERS 25652     |
 BL2111| BL2128 MOSS HILL TRKLINE GAS CO MAST       APPROX. 7.3 KM 2991958.5 |
 BL2111| CV8880 MOSS RM 2                            46.260 METERS 34450     |
 BL2111|---------------------------------------------------------------------|
 BL2111
 BL2111                          SUPERSEDED SURVEY CONTROL
 BL2111
 BL2111  NAD 83(1986)-  30 15 49.70455(N)    094 41 11.08876(W) AD(       ) 2
 BL2111  NAD 27      -  30 15 48.94900(N)    094 41 10.37000(W) AD(       ) 2
 BL2111
 BL2111.Superseded values are not recommended for survey control.
 BL2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2111.See file dsdata.txt to determine how the superseded data were derived.
 BL2111
 BL2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3776949221(NAD 83)
 BL2111_MARKER: DS = TRIANGULATION STATION DISK
 BL2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2111
 BL2111  HISTORY     - Date     Condition        Report By
 BL2111  HISTORY     - 1952     MONUMENTED       CGS
 BL2111
 BL2111                          STATION DESCRIPTION
 BL2111
 BL2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2111'THE STATION IS LOCATED ABOUT 5.0 MILES WEST-NORTHWEST OF BATSON,
 BL2111'4.0 MILES NORTHEAST OF MOSS HILL AND 1.5 MILES WEST OF THE
 BL2111'HARDIN-LIBERTY COUNTY LINE.  IT IS 39.0 FEET NORTH OF A LARGE
 BL2111'PIN OAK TREE, 38.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 BL2111'24.0 FEET WEST OF A LARGE PIN OAK TREE AND 3.0 FEET SOUTH
 BL2111'OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED MOSS
 BL2111'1952.
 BL2111'
 BL2111'REFERENCE MARK NO. 1 IS 30.0 FEET EAST OF THE CENTER OF A GRADED
 BL2111'ROAD AND 26.0 FEET WEST OF A LARGE WHITE OAK TREE.  IT PROJECTS
 BL2111'6 INCHES AND IS STAMPED MOSS NO 1 1952.
 BL2111'
 BL2111'REFERENCE MARK NO. 2 IS 30.0 FEET WEST OF THE CENTER OF A
 BL2111'GRADED ROAD AND 1.0 FOOT EAST OF A WOVEN WIRE FENCE.  IT
 BL2111'PROJECTS 6 INCHES AND IS STAMPED MOSS NO 2 1952.
 BL2111'
 BL2111'THE AZIMUTH MARK IS 26.0 FEET EAST OF THE CENTER OF A GRADED
 BL2111'ROAD, 3.0 FEET WEST OF A FENCE AND 1.5 FEET SOUTHWEST OF A
 BL2111'WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED MOSS 1952.
 BL2111'
 BL2111'TO REACH THE STATION FROM THE POST OFFICE IN LIBERTY, GO NORTH
 BL2111'ON STATE ROUTE NO. 146 FOR 14.0 MILES TO FARM ROAD NO. 162
 BL2111'ON THE RIGHT IN THE VILLAGE OF MOSS HILL.  HERE TURN RIGHT AND
 BL2111'GO EAST ON FARM ROAD NO. 162 FOR 2.7 MILES TO THE END OF THE
 BL2111'HARD SURFACE AT A FORK, CONTINUE EAST ON A GRADED ROAD FOR 0.2
 BL2111'MILE TO WHERE THE MAIN ROAD TURNS LEFT AND A DIRT ROAD CONTINUES
 BL2111'STRAIGHT AHEAD.  TURN LEFT AND GO NORTH FOR 1.25 MILES TO A
 BL2111'T ROAD RIGHT AND THE STATION IN THE SOUTHEAST ANGLE AS
 BL2111'DESCRIBED.
 BL2111'
 BL2111'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 BL2111'A GRADED ROAD FOR 0.25 MILE TO A POINT WHERE THE ROAD TURNS
 BL2111'LEFT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BL2111'
 BL2111'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0504 ***********************************************************************
 BY0504  DESIGNATION -  MOSS HILL
 BY0504  PID         -  BY0504
 BY0504  STATE/COUNTY-  TX/ANGELINA
 BY0504  USGS QUAD   -  ZAVALLA (1984)
 BY0504
 BY0504                         *CURRENT SURVEY CONTROL
 BY0504  ___________________________________________________________________
 BY0504* NAD 83(1993)-  31 10 39.88436(N)    094 24 14.72287(W)     ADJUSTED  
 BY0504* NAVD 88     -       123.36   (+/-2cm)     404.7    (feet)  VERTCON   
 BY0504  ___________________________________________________________________
 BY0504  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BY0504  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY0504
 BY0504  HORZ ORDER  -  SECOND
 BY0504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0504
 BY0504.The horizontal coordinates were established by classical geodetic methods
 BY0504.and adjusted by the National Geodetic Survey in February 1996..
 BY0504
 BY0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0504.The vertical order pertains to the NGVD 29 superseded value.
 BY0504
 BY0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0504
 BY0504.The geoid height was determined by GEOID03.
 BY0504
 BY0504;                    North         East     Units Scale Factor Converg.
 BY0504;SPC TX C     - 3,182,569.056 1,264,883.251   MT  0.99988646   +3 03 14.1
 BY0504;SPC TX C     -10,441,478.64  4,149,871.13   sFT  0.99988646   +3 03 14.1
 BY0504;UTM  15      - 3,450,149.728   366,200.100   MT  0.99982082   -0 43 37.2
 BY0504
 BY0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0504!SPC TX C     -   0.99998501  x   0.99988646  =   0.99987147
 BY0504!UTM  15      -   0.99998501  x   0.99982082  =   0.99980583
 BY0504
 BY0504:                Primary Azimuth Mark                     Grid Az
 BY0504:SPC TX C     -  HIPOINT LOOKOUT TOWER                    086 46 40.0
 BY0504:UTM  15      -  HIPOINT LOOKOUT TOWER                    090 33 31.3
 BY0504
 BY0504|---------------------------------------------------------------------|
 BY0504| PID    Reference Object                     Distance      Geod. Az  |
 BY0504|                                                           dddmmss.s |
 BY0504| BY2633 HIPOINT LOOKOUT TOWER               APPROX.25.8 KM 0894954.1 |
 BY0504| BY2634 CYCLONE HILL LOOKOUT TOWER          APPROX.17.5 KM 1243042.1 |
 BY0504| BY2583 MOSS HILL USE                        17.831 METERS 22141     |
 BY0504| BY2636 MOSS HILL LOOKOUT TOWER 1949         17.585 METERS 22315     |
 BY0504| BY0621 MOSS HILL AZ MK                                    2371311.3 |
 BY0504| BY0505 MOSS HILL RM 2                       23.978 METERS 32125     |
 BY0504|---------------------------------------------------------------------|
 BY0504
 BY0504                          SUPERSEDED SURVEY CONTROL
 BY0504
 BY0504  NAD 83(1986)-  31 10 39.89508(N)    094 24 14.71361(W) AD(       ) 2
 BY0504  NAD 27      -  31 10 39.21000(N)    094 24 13.99200(W) AD(       ) 2
 BY0504  NGVD 29 (??/??/92)  123.380  (m)          404.79   (f) ADJ UNCH    2 0
 BY0504
 BY0504.Superseded values are not recommended for survey control.
 BY0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0504.See file dsdata.txt to determine how the superseded data were derived.
 BY0504
 BY0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6620050150(NAD 83)
 BY0504_MARKER: DS = TRIANGULATION STATION DISK
 BY0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0504_STAMPING: MOSS HILL 1949
 BY0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0504+STABILITY: SURFACE MOTION
 BY0504
 BY0504  HISTORY     - Date     Condition        Report By
 BY0504  HISTORY     - 1949     MONUMENTED       CGS
 BY0504  HISTORY     - 1949     GOOD             CGS
 BY0504  HISTORY     - 1952     GOOD             CGS
 BY0504  HISTORY     - 1958     GOOD             CGS
 BY0504  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0504
 BY0504                          STATION DESCRIPTION
 BY0504
 BY0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY0504'THE STATION IS LOCATED AT THE SITE OF THE U.S. FOREST SERVICE
 BY0504'LOOKOUT TOWER, ABOUT 12 MILES SOUTHEAST OF HUNTINGTON AND ABOUT 3
 BY0504'MILES NORTHEAST OF ZAVALLA.  IT IS SITUATED AT THE EDGE OF
 BY0504'THE CLEARING NORTHEAST OF THE LOOKOUT TOWER.  IT IS STAMPED
 BY0504'MOSS HILL 1949 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 BY0504'
 BY0504'REFERENCE MARK NO. 1 IS THE U.S. ENGINEER DEPARTMENT MARK LOCATED
 BY0504'UNDER AND NEAR THE CENTER OF THE LOOKOUT TOWER.  IT IS A BRONZE
 BY0504'DISK SET IN AN EIGHT INCH SQUARE BLOCK OF CONCRETE THAT
 BY0504'PROJECTS 4 INCHES.  THE DISK IS STAMPED MOSS HILL.
 BY0504'
 BY0504'REFERENCE MARK NO. 2 IS NORTHWEST FROM THE STATION AND ABOUT
 BY0504'1 FOOT LOWER.  IT IS STAMPED MOSS HILL NO 2 1949 AND IS SET
 BY0504'FLUSH WITH THE GROUND.
 BY0504'
 BY0504'THE AZIMUTH MARK IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE
 BY0504'STATION AND IS ON THE RIGHT-OF-WAY OF U.S. ROUTE 69.  IT IS
 BY0504'SET IN FENCE LINE, 45 FEET EAST OF THE CENTER OF THE HIGHWAY
 BY0504'AND 1 FOOT SOUTH OF A WITNESS POST.  IT IS STAMPED MOSS HILL 1949
 BY0504'AND PROJECTS 5 INCHES ABOVE THE GROUND.
 BY0504'
 BY0504'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND
 BY0504'STATE ROUTE 63 AT WEST EDGE OF ZAVALLA, GO EAST ON STATE ROUTE
 BY0504'63 FOR 0.45 MILE TO SIDE ROAD LEFT AT SCHOOL HOUSE, TURN LEFT
 BY0504'AND GO 0.3 MILE TO A Y FORK, TURN RIGHT AND GO 0.8 MILE TO A
 BY0504'SIDE ROAD RIGHT, KEEP LEFT AND CONTINUE STRAIGHT AHEAD FOR
 BY0504'0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO A
 BY0504'SIDE ROAD RIGHT AT SIGN MOSS HILL LOOKOUT, TURN RIGHT AND GO
 BY0504'0.15 MILE TO LOOKOUT TOWER AND THE STATION AS DESCRIBED.  TO
 BY0504'REACH THE AZIMUTH MARK FROM THE JUNCTION MENTIONED ABOVE IN
 BY0504'ZAVALLA, GO NORTHERLY ON U.S. HIGHWAY 69 FOR 0.3 MILE TO THE
 BY0504'MARK ON THE LEFT.
 BY0504'
 BY0504'AN 87 FOOT SIGNAL AT MOTT 1931 IS VISIBLE AT 64 FEET.
 BY0504'
 BY0504'A 100 FOOT SIGNAL AT GREGORY 1931 ECC. IS VISIBLE AT 64 FEET.
 BY0504'
 BY0504'A 4 FOOT SIGNAL AT ROCKLAND (U.S.E.D.) IS VISIBLE AT 74 FEET.
 BY0504'
 BY0504'A 74 FOOT SIGNAL AT WOLF HILL IS VISIBLE AT 64 FEET.
 BY0504'
 BY0504'A 74 FOOT SIGNAL AT SHAWNEE IS VISIBLE AT 64 FEET.
 BY0504'
 BY0504'A 100 FOOT SIGNAL AT HUNTINGTON IS VISIBLE AT 64 FEET.
 BY0504'
 BY0504'AN 87 FOOT SIGNAL AT ETOILE IS VISIBLE AT 64 FEET.
 BY0504'
 BY0504'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BY0504
 BY0504                          STATION RECOVERY (1949)
 BY0504
 BY0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BY0504'3.85 MI SE FROM ZAVALLA.
 BY0504'0.4 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0504'RAILROAD STATION AT ZAVALLA, THENCE 2.25 MILES NORTH ALONG A GRADED
 BY0504'DIRT ROAD, THENCE 1.15 MILES SOUTHEAST ALONG ANGELINA NATIONAL FOREST
 BY0504'ROAD 300, AT MOSS HILL LOOKOUT TOWER, 78.6 FEET SOUTHEAST OF MOSS HILL
 BY0504'R.M. 2, 58.5 FEET NORTHEAST OF MOSS HILL (C OF E) TRIANGULATION
 BY0504'STATION, 56.0 FEET NORTHWEST OF THE CENTER LINE OF A DIM ROAD LEADING
 BY0504'NORTHEAST TO A SMALL WHITE BUILDING, 42.6 FEET NORTHEAST OF THE
 BY0504'NORTHEAST LEG OF THE LOOKOUT TOWER, 1.3 FEET SOUTHWEST OF A REFERENCE
 BY0504'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 BY0504
 BY0504                          STATION RECOVERY (1952)
 BY0504
 BY0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 BY0504'0.4 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW
 BY0504'ORLEANS RAILROAD STATION AT ZAVALLA, THENCE 2.25 MILES NORTH
 BY0504'ALONG A GRADED DIRT ROAD, THENCE 1.15 MILES SOUTHEAST ALONG
 BY0504'FOREST ROAD 300, AT MOSS HILL LOOKOUT TOWER, 58.5 FEET NORTHEAST
 BY0504'OF TRIANGULATION STATION MOSS HILL (C. OF E.), 56 FEET NORTHWEST
 BY0504'OF THE CENTER LINE OF A DIM ROAD LEADING NORTHEAST TO A SMALL
 BY0504'WHITE BUILDING, 42.6 FEET NORTHEAST OF THE NORTHEAST LEG OF
 BY0504'THE LOOKOUT TOWER, 1.3 FEET SOUTHWEST OF A WITNESS POST, A
 BY0504'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 BY0504'WHICH IS FLUSH WITH THE GROUND, STAMPED MOSS HILL 1949.
 BY0504'
 BY0504'MOSS HILL R.M. 2 IS 78.6 FEET NORTHWEST OF TRIANGULATION
 BY0504'STATION MOSS HILL 1949, 93 FEET NORTH OF THE NORTHWEST LEG OF
 BY0504'THE LOOKOUT TOWER, 1.3 FEET SOUTHEAST OF A WITNESS POST, A
 BY0504'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY0504'PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED MOSS HILL NO 2 1949.
 BY0504'
 BY0504'MOSS HILL 1949 AZIMUTH IS 0.1 MILE WEST ALONG STATE HIGHWAY 63
 BY0504'FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT ZAVALLA,
 BY0504'THENCE 0.35 MILE NORTH ALONG U.S. HIGHWAY 69, 50 FEET EAST
 BY0504'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A WITNESS
 BY0504'POST, 0.8 FOOT WEST OF A FENCE, AN AZIMUTH MARK DISK SET IN
 BY0504'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BY0504'GROUND, STAMPED MOSS HILL 1949.
 BY0504'
 BY0504'0.4 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW
 BY0504'ORLEANS RAILROAD STATION AT ZAVALLA, THENCE 2.25 MILES NORTH
 BY0504'ALONG A GRADED DIRT ROAD, THENCE 1.15 MILES SOUTHEAST ALONG
 BY0504'FOREST ROAD 300, AT MOSS HILL LOOKOUT TOWER, DIRECTLY UNDER
 BY0504'THE CENTER OF THE LOOKOUT TOWER, A U.S.E.D. DISK SET IN THE TOP
 BY0504'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 BY0504'STAMPED MOSS HILL.
 BY0504'
 BY0504'MOSS HILL AZIMUTH (C. OF E.) IS 0.15 MILE SOUTH OF MOSS HILL
 BY0504'LOOKOUT TOWER, 205 FEET NORTHEAST OF THE CENTER LINE OF FOREST
 BY0504'ROAD 300, 23 FEET EAST OF THE CENTER LINE OF DIRT ROAD LEADING
 BY0504'TO THE LOOKOUT TOWER, 1.6 FEET NORTH OF A WITNESS POST, A
 BY0504'U.S.E.D. DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0504'0.3 FOOT ABOVE THE GROUND, STAMPED AZIMUTH.
 BY0504
 BY0504                          STATION RECOVERY (1958)
 BY0504
 BY0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ELJ)
 BY0504'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 BY0504'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 BY0504'STATION SITE ARE CORRECT.
 BY0504
 BY0504                          STATION RECOVERY (1979)
 BY0504
 BY0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0503 ***********************************************************************
 BY0503  DESIGNATION -  MOSS HILL AZ MK
 BY0503  PID         -  BY0503
 BY0503  STATE/COUNTY-  TX/ANGELINA
 BY0503  USGS QUAD   -  ZAVALLA (1984)
 BY0503
 BY0503                         *CURRENT SURVEY CONTROL
 BY0503  ___________________________________________________________________
 BY0503* NAD 83(1986)-  31 10 28.     (N)    094 24 15.     (W)     SCALED    
 BY0503* NAVD 88     -       118.39   (+/-2cm)     388.4    (feet)  VERTCON   
 BY0503  ___________________________________________________________________
 BY0503  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY0503
 BY0503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0503
 BY0503.The horizontal coordinates were scaled from a topographic map and have
 BY0503.an estimated accuracy of +/- 6 seconds.
 BY0503
 BY0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0503.The vertical order pertains to the NGVD 29 superseded value.
 BY0503
 BY0503.The geoid height was determined by GEOID03.
 BY0503
 BY0503;                    North         East    Units  Estimated Accuracy
 BY0503;SPC TX C     - 3,182,200.    1,264,900.      MT  (+/- 180 meters Scaled)
 BY0503
 BY0503                          SUPERSEDED SURVEY CONTROL
 BY0503
 BY0503  NGVD 29 (??/??/92)  118.414  (m)          388.50   (f) ADJ UNCH    2 0
 BY0503
 BY0503.Superseded values are not recommended for survey control.
 BY0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0503.See file dsdata.txt to determine how the superseded data were derived.
 BY0503
 BY0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ661497(NAD 83)
 BY0503_MARKER: DD = SURVEY DISK
 BY0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0503_STAMPING: AZIMUTH
 BY0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0503+STABILITY: SURFACE MOTION
 BY0503
 BY0503  HISTORY     - Date     Condition        Report By
 BY0503  HISTORY     - UNK      MONUMENTED       DOD
 BY0503  HISTORY     - 1949     GOOD             NGS
 BY0503  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0503
 BY0503                          STATION DESCRIPTION
 BY0503
 BY0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0503'3.65 MI SE FROM ZAVALLA.
 BY0503'0.4 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0503'RAILROAD STATION AT ZAVALLA, THENCE 2.25 MILES NORTH ALONG A GRADED
 BY0503'DIRT ROAD, THENCE 1.0 MILE SOUTHEAST ALONG ANGELINA NATIONAL FOREST
 BY0503'ROAD 300, 0.15 MILE SOUTH OF MOSS HILL LOOKOUT TOWER, 205.0 FEET
 BY0503'NORTHEAST OF THE CENTER LINE OF ANGELINA NATIONAL FOREST ROAD 300,
 BY0503'23.0 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD LEADING TO THE
 BY0503'LOOKOUT TOWER, 1.6 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP
 BY0503'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0503
 BY0503                          STATION RECOVERY (1979)
 BY0503
 BY0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0621 ***********************************************************************
 BY0621  DESIGNATION -  MOSS HILL AZ MK
 BY0621  PID         -  BY0621
 BY0621  STATE/COUNTY-  TX/ANGELINA
 BY0621  USGS QUAD   -  ZAVALLA (1984)
 BY0621
 BY0621                         *CURRENT SURVEY CONTROL
 BY0621  ___________________________________________________________________
 BY0621* NAD 83(1986)-  31 09 47.     (N)    094 25 47.     (W)     SCALED    
 BY0621* NAVD 88     -        77.36   (+/-2cm)     253.8    (feet)  VERTCON   
 BY0621  ___________________________________________________________________
 BY0621  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY0621
 BY0621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0621
 BY0621.The horizontal coordinates were scaled from a topographic map and have
 BY0621.an estimated accuracy of +/- 6 seconds.
 BY0621
 BY0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0621.The vertical order pertains to the NGVD 29 superseded value.
 BY0621
 BY0621.The geoid height was determined by GEOID03.
 BY0621
 BY0621;                    North         East    Units  Estimated Accuracy
 BY0621;SPC TX C     - 3,180,810.    1,262,530.      MT  (+/- 180 meters Scaled)
 BY0621
 BY0621                          SUPERSEDED SURVEY CONTROL
 BY0621
 BY0621  NGVD 29 (??/??/92)   77.379  (m)          253.87   (f) ADJ UNCH    2 0
 BY0621
 BY0621.Superseded values are not recommended for survey control.
 BY0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0621.See file dsdata.txt to determine how the superseded data were derived.
 BY0621
 BY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ637485(NAD 83)
 BY0621_MARKER: DZ = AZIMUTH MARK DISK
 BY0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0621_STAMPING: MOSS HILL 1949
 BY0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0621+STABILITY: SURFACE MOTION
 BY0621
 BY0621  HISTORY     - Date     Condition        Report By
 BY0621  HISTORY     - 1949     MONUMENTED       CGS
 BY0621
 BY0621                          STATION DESCRIPTION
 BY0621
 BY0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0621'0.45 MI N FROM ZAVALLA.
 BY0621'0.1 MILE WEST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0621'RAILROAD STATION AT ZAVALLA, THENCE 0.35 MILE NORTH ALONG U.S. HIGHWAY
 BY0621'69, 50.0 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 69, 1.0 FOOT
 BY0621'SOUTH OF A REFERENCE POST, 0.8 FOOT WEST OF A FENCE, AND SET IN THE
 BY0621'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2636 ***********************************************************************
 BY2636  DESIGNATION -  MOSS HILL LOOKOUT TOWER 1949
 BY2636  PID         -  BY2636
 BY2636  STATE/COUNTY-  TX/ANGELINA
 BY2636  USGS QUAD   -  ZAVALLA (1984)
 BY2636
 BY2636                         *CURRENT SURVEY CONTROL
 BY2636  ___________________________________________________________________
 BY2636* NAD 83(1993)-  31 10 39.46844(N)    094 24 15.17786(W)     ADJUSTED  
 BY2636* NAVD 88     -                                                        
 BY2636  ___________________________________________________________________
 BY2636  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BY2636  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY2636
 BY2636  HORZ ORDER  -  THIRD
 BY2636
 BY2636.The horizontal coordinates were established by classical geodetic methods
 BY2636.and adjusted by the National Geodetic Survey in February 1996..
 BY2636
 BY2636
 BY2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2636
 BY2636.The geoid height was determined by GEOID03.
 BY2636
 BY2636;                    North         East     Units Scale Factor Converg.
 BY2636;SPC TX C     - 3,182,555.625 1,264,871.904   MT  0.99988645   +3 03 13.8
 BY2636;SPC TX C     -10,441,434.58  4,149,833.91   sFT  0.99988645   +3 03 13.8
 BY2636;UTM  15      - 3,450,137.075   366,187.892   MT  0.99982086   -0 43 37.4
 BY2636
 BY2636                          SUPERSEDED SURVEY CONTROL
 BY2636
 BY2636  NAD 83(1986)-  31 10 39.47917(N)    094 24 15.16860(W) AD(       ) 4
 BY2636  NAD 27      -  31 10 38.79400(N)    094 24 14.44700(W) AD(       ) 3
 BY2636
 BY2636.Superseded values are not recommended for survey control.
 BY2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2636.See file dsdata.txt to determine how the superseded data were derived.
 BY2636
 BY2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6618850137(NAD 83)
 BY2636_MARKER: 57 = LOOKOUT TOWER
 BY2636
 BY2636  HISTORY     - Date     Condition        Report By
 BY2636  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2636
 BY2636                          STATION DESCRIPTION
 BY2636
 BY2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2636'THE MOSS HILL LOOKOUT TOWER IS LOCATED ON THE CREST OF A
 BY2636'TIMBERED RIDGE, ABOUT 12 MILES SOUTHEAST OF HUNTINGTON AND
 BY2636'ABOUT 2 MILES NORTHEAST OF ZAVALLA.  IT IS A FOUR LEGGED STEEL
 BY2636'STRUCTURE WITH A GLASS ENCLOSED CABIN MOUNTED ON TOP.  ITS
 BY2636'OVERALL HEIGHT IS ABOUT 110 FEET.  THE CENTER POINT OF ITS
 BY2636'BASE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2128 ***********************************************************************
 BL2128  DESIGNATION -  MOSS HILL TRKLINE GAS CO MAST
 BL2128  PID         -  BL2128
 BL2128  STATE/COUNTY-  TX/LIBERTY
 BL2128  USGS QUAD   -  DAVIS HILL (1984)
 BL2128
 BL2128                         *CURRENT SURVEY CONTROL
 BL2128  ___________________________________________________________________
 BL2128* NAD 83(1993)-  30 17 45.88765(N)    094 45 09.52363(W)     ADJUSTED  
 BL2128* NAVD 88     -                                                        
 BL2128  ___________________________________________________________________
 BL2128  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BL2128  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL2128
 BL2128  HORZ ORDER  -  THIRD
 BL2128
 BL2128.The horizontal coordinates were established by classical geodetic methods
 BL2128.and adjusted by the National Geodetic Survey in February 1996..
 BL2128
 BL2128
 BL2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2128
 BL2128.The geoid height was determined by GEOID03.
 BL2128
 BL2128;                    North         East     Units Scale Factor Converg.
 BL2128;SPC TX C     - 3,083,237.756 1,236,605.952   MT  0.99995695   +2 52 27.8
 BL2128;SPC TX C     -10,115,589.20  4,057,098.03   sFT  0.99995695   +2 52 27.8
 BL2128;UTM  15      - 3,352,894.863   331,452.443   MT  0.99995048   -0 53 03.7
 BL2128
 BL2128                          SUPERSEDED SURVEY CONTROL
 BL2128
 BL2128  NAD 83(1986)-  30 17 45.90332(N)    094 45 09.50862(W) AD(       ) 4
 BL2128  NAD 27      -  30 17 45.15400(N)    094 45 08.78800(W) AD(       ) 3
 BL2128
 BL2128.Superseded values are not recommended for survey control.
 BL2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2128.See file dsdata.txt to determine how the superseded data were derived.
 BL2128
 BL2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3145252895(NAD 83)
 BL2128_MARKER: 42 = RADIO/TV MAST
 BL2128
 BL2128  HISTORY     - Date     Condition        Report By
 BL2128  HISTORY     - 1951     FIRST OBSERVED   CGS
 BL2128
 BL2128                          STATION DESCRIPTION
 BL2128
 BL2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2128'THE STATION IS LOCATED ABOUT 3.25 MILES NORTH-NORTHWEST OF MOSS
 BL2128'HILL, 0.2 MILE WEST OF STATE HIGHWAY 146 AND JUST NORTH OF AN
 BL2128'EAST-WEST GRAVELED ROAD.  IT IS A SELF SUPPORTING TUBULAR STEEL
 BL2128'STRUCTURE WITH TWO LARGE DISK AND A RED BLINKER LIGHT AT THE
 BL2128'TOP.  THE OVERALL HEIGHT IS 340.0 FEET.
 BL2128'
 BL2128'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 162 AND
 BL2128'STATE HIGHWAY 146 IN MOSS HILL, GO NORTH ON STATE HIGHWAY
 BL2128'146 FOR 3.3 MILES TO A T ROAD WEST.  TURN LEFT THROUGH A
 BL2128'GATE AND FOLLOW GRAVELED ROAD WEST FOR 0.2 MILE TO THE STATION
 BL2128'ON THE RIGHT AS DESCRIBED.
 BL2128'
 BL2128'THE RED BLINKER LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2583 ***********************************************************************
 BY2583  DESIGNATION -  MOSS HILL USE
 BY2583  PID         -  BY2583
 BY2583  STATE/COUNTY-  TX/ANGELINA
 BY2583  USGS QUAD   -  ZAVALLA (1984)
 BY2583
 BY2583                         *CURRENT SURVEY CONTROL
 BY2583  ___________________________________________________________________
 BY2583* NAD 83(1993)-  31 10 39.45191(N)    094 24 15.17061(W)     ADJUSTED  
 BY2583* NAVD 88     -       123.42   (+/-2cm)     404.9    (feet)  VERTCON   
 BY2583  ___________________________________________________________________
 BY2583  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BY2583  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY2583
 BY2583  HORZ ORDER  -  SECOND
 BY2583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2583
 BY2583.The horizontal coordinates were established by classical geodetic methods
 BY2583.and adjusted by the National Geodetic Survey in February 1996..
 BY2583
 BY2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2583.The vertical order pertains to the NGVD 29 superseded value.
 BY2583
 BY2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2583
 BY2583.The geoid height was determined by GEOID03.
 BY2583
 BY2583;                    North         East     Units Scale Factor Converg.
 BY2583;SPC TX C     - 3,182,555.127 1,264,872.122   MT  0.99988645   +3 03 13.8
 BY2583;SPC TX C     -10,441,432.95  4,149,834.62   sFT  0.99988645   +3 03 13.8
 BY2583;UTM  15      - 3,450,136.564   366,188.078   MT  0.99982086   -0 43 37.4
 BY2583
 BY2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2583!SPC TX C     -   0.99998500  x   0.99988645  =   0.99987145
 BY2583!UTM  15      -   0.99998500  x   0.99982086  =   0.99980586
 BY2583
 BY2583                          SUPERSEDED SURVEY CONTROL
 BY2583
 BY2583  NAD 83(1986)-  31 10 39.46264(N)    094 24 15.16135(W) AD(       ) 2
 BY2583  NAD 27      -  31 10 38.77800(N)    094 24 14.44000(W) AD(       ) 2
 BY2583  NGVD 29 (??/??/92)  123.44   (m)          405.0    (f) COMPUTED    2 0
 BY2583
 BY2583.Superseded values are not recommended for survey control.
 BY2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2583.See file dsdata.txt to determine how the superseded data were derived.
 BY2583
 BY2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6618850137(NAD 83)
 BY2583_MARKER: DD = SURVEY DISK
 BY2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BY2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2583+STABILITY: SURFACE MOTION
 BY2583
 BY2583  HISTORY     - Date     Condition        Report By
 BY2583  HISTORY     - 1949     MONUMENTED       USE
 BY2583
 BY2583                          STATION DESCRIPTION
 BY2583
 BY2583'DESCRIBED BY US ENGINEERS 1949
 BY2583'REFERENCE MARK NO. 1 IS THE U.S. ENGINEER DEPARTMENT MARK LOCATED
 BY2583'UNDER AND NEAR THE CENTER OF THE LOOKOUT TOWER.  IT IS A BRONZE
 BY2583'DISK SET IN AN EIGHT INCH SQUARE BLOCK OF CONCRETE THAT
 BY2583'PROJECTS 4 INCHES.  THE DISK IS STAMPED MOSS HILL.
 BY2583'REFERENCE MARK NO. 1 IS THE U.S. ENGINEER DEPARTMENT MARK LOCATED
 BY2583'UNDER AND NEAR THE CENTER OF THE LOOKOUT TOWER.  IT IS A BRONZE
 BY2583'DISK SET IN AN EIGHT INCH SQUARE BLOCK OF CONCRETE THAT
 BY2583'PROJECTS 4 INCHES.  THE DISK IS STAMPED MOSS HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0539 ***********************************************************************
 CE0539  DESIGNATION -  MOSSWOOD
 CE0539  PID         -  CE0539
 CE0539  STATE/COUNTY-  TX/EL PASO
 CE0539  USGS QUAD   -  FORT BLISS SE (1994)
 CE0539
 CE0539                         *CURRENT SURVEY CONTROL
 CE0539  ___________________________________________________________________
 CE0539* NAD 83(1993)-  31 45 48.60699(N)    106 20 03.91291(W)     ADJUSTED  
 CE0539* NAVD 88     -      1215.8    (meters)    3989.     (feet)  VERTCON   
 CE0539  ___________________________________________________________________
 CE0539  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CE0539  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CE0539
 CE0539  HORZ ORDER  -  FIRST
 CE0539
 CE0539.The horizontal coordinates were established by classical geodetic methods
 CE0539.and adjusted by the National Geodetic Survey in February 1996..
 CE0539
 CE0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0539
 CE0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0539
 CE0539.The geoid height was determined by GEOID03.
 CE0539
 CE0539;                    North         East     Units Scale Factor Converg.
 CE0539;SPC TX C     - 3,247,783.630   131,780.494   MT  0.99997001   -3 05 27.3
 CE0539;SPC TX C     -10,655,436.79    432,349.84   sFT  0.99997001   -3 05 27.3
 CE0539;UTM  13      - 3,514,996.908   373,629.289   MT  0.99979696   -0 42 09.2
 CE0539
 CE0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0539!SPC TX C     -   0.99981293  x   0.99997001  =   0.99978295
 CE0539!UTM  13      -   0.99981293  x   0.99979696  =   0.99960993
 CE0539
 CE0539|---------------------------------------------------------------------|
 CE0539| PID    Reference Object                     Distance      Geod. Az  |
 CE0539|                                                           dddmmss.s |
 CE0539| CC6965 MOSSWOOD RM 1                        22.940 METERS 02715     |
 CE0539| CE0527 SITE MONITER WATER TANK             APPROX. 6.1 KM 0321111.1 |
 CE0539| CE0533 VORTAC EL PASO ELP                  APPROX. 7.7 KM 0403326.6 |
 CE0539| CE0536 EL PASO ELECTRIC MICROWAVE          APPROX. 2.5 KM 0534903.3 |
 CE0539| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 3.5 KM 0864655.9 |
 CE0539| CE0490 PASO RESET                          APPROX. 7.8 KM 1091647.6 |
 CE0539| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 5.2 KM 2692258.4 |
 CE0539| CE0541 EL PASO EASTWOOD MUN TANK           APPROX. 2.7 KM 2875216.9 |
 CE0539| CC6966 MOSSWOOD RM 2                        23.618 METERS 30439     |
 CE0539|---------------------------------------------------------------------|
 CE0539
 CE0539                          SUPERSEDED SURVEY CONTROL
 CE0539
 CE0539  NAD 83(1993)-  31 45 48.60962(N)    106 20 03.91103(W) AD(       ) 1
 CE0539  NAD 83(1986)-  31 45 48.61090(N)    106 20 03.91077(W) AD(       ) 1
 CE0539  NAD 27      -  31 45 48.21681(N)    106 20 01.97179(W) AD(       ) 1
 CE0539  NGVD 29 (07/19/86) 1215.2    (m)         3987.     (f) VERT ANG       
 CE0539
 CE0539.Superseded values are not recommended for survey control.
 CE0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0539.See file dsdata.txt to determine how the superseded data were derived.
 CE0539
 CE0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7362914997(NAD 83)
 CE0539_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0539+STABILITY: SURFACE MOTION
 CE0539
 CE0539  HISTORY     - Date     Condition        Report By
 CE0539  HISTORY     - 1980     MONUMENTED       NGS
 CE0539
 CE0539                          STATION DESCRIPTION
 CE0539
 CE0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0539'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) EAST OF DOWNTOWN
 CE0539'EL PASO IN THE SOUTHEAST CORNER OF MOSSWOOD PARK.
 CE0539'OWNERSHIP--CITY OF EL PASO, PARKS AND RECREATION DEPARTMENT,
 CE0539'EL PASO, TX,
 CE0539'PERMISSION BY MR. TITO GARCIA, TELEPHONE NUMBER 915-543-6383.
 CE0539'
 CE0539'TO REACH THE STATION FROM THE JUNCTION INTERSTATE HIGHWAY
 CE0539'10 AND YARBROUGH ROAD (EXIT 28B), GO NORTH ON YARBROUGH
 CE0539'ROAD FOR 1.3 KM (0.8 MI) TO THE JUNCTION OF QUEZADA AVENUE
 CE0539'ON THE RIGHT.  TURN RIGHT AND GO EAST ON QUEZADA AVENUE FOR
 CE0539'0.4 KM (0.25 MI) TO THE INTERSECTION OF VISTA DE ORO DRIVE
 CE0539'AND A PAVED DRIVE LEADING NORTHWEST INTO PARK JUST BEFORE
 CE0539'INTERSECTION.  TURN LEFT ONTO PAVED DRIVE FOR 0.08 KM
 CE0539'(0.05 MI) TO STATION ON THE RIGHT ON TOP OF A SMALL KNOLL,
 CE0539'AND IN THE SOUTHEAST CORNER OF MOSSWOOD PARK.
 CE0539'
 CE0539'THE STATION IS A STANDARD NGS DISK
 CE0539'STAMPED---MOSSWOOD 1980---,
 CE0539'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0539'FLUSH WITH GROUND.  IT IS LOCATED
 CE0539'30.7 METERS (100.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF A
 CE0539'CONCRETE CIRCLE WALKWAY,
 CE0539'27.4 METERS (90 FT) WEST FROM THE CENTER OF VISTA DE ORO DRIVE AND
 CE0539'14.6 METERS (48.0 FT) NORTHEAST FROM THE CENTER OF THE PAVED
 CE0539'DRIVE LEADING INTO THE PARK.
 CE0539'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CE0539'STAMPED---MOSSWOOD 1980---,
 CE0539'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0539'
 CE0539'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CE0539'STAMPED---MOSSWOOD NO 1 1980---,
 CE0539'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0539'FLUSH WITH GROUND.  IT IS LOCATED
 CE0539'11.28 METERS (37.0 FT) NORTHEAST FROM THE CENTER OF THE PAVED
 CE0539'DRIVE LEADING INTO THE PARK, AND
 CE0539'8.11 METERS (26.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE
 CE0539'CONCRETE CIRCLE WALKWAY.
 CE0539'MARK IS BELOW STATION 1.0 METER.
 CE0539'
 CE0539'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CE0539'STAMPED---MOSSWOOD NO 2 1980---,
 CE0539'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0539'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 CE0539'36.7 METERS (120.4 FT) EAST FROM THE EAST EDGE OF THE CONCRETE
 CE0539'CIRCULAR WALKWAY, AND
 CE0539'17.98 METERS (59.0 FT) WEST FROM THE CENTER OF VISTA DE ORO DRIVE.
 CE0539'MARK IS BELOW STATION 0.5 METER.
 CE0539'
 CE0539'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 CE0539'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2265 ***********************************************************************
 BL2265  DESIGNATION -  MOSSY GROVE FIRE LOT TXFS 1935
 BL2265  PID         -  BL2265
 BL2265  STATE/COUNTY-  TX/WALKER
 BL2265  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL2265
 BL2265                         *CURRENT SURVEY CONTROL
 BL2265  ___________________________________________________________________
 BL2265* NAD 83(1993)-  30 48 39.09514(N)    095 42 17.58133(W)     ADJUSTED  
 BL2265* NAVD 88     -                                                        
 BL2265  ___________________________________________________________________
 BL2265  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BL2265  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BL2265
 BL2265  HORZ ORDER  -  THIRD
 BL2265
 BL2265.The horizontal coordinates were established by classical geodetic methods
 BL2265.and adjusted by the National Geodetic Survey in February 1996..
 BL2265
 BL2265
 BL2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2265
 BL2265.The geoid height was determined by GEOID03.
 BL2265
 BL2265;                    North         East     Units Scale Factor Converg.
 BL2265;SPC TX C     - 3,136,051.180 1,142,729.015   MT  0.99988724   +2 23 02.1
 BL2265;SPC TX C     -10,288,861.25  3,749,103.44   sFT  0.99988724   +2 23 02.1
 BL2265;UTM  15      - 3,411,770.944   241,221.125   MT  1.00042616   -1 23 10.4
 BL2265
 BL2265                          SUPERSEDED SURVEY CONTROL
 BL2265
 BL2265  NAD 83(1986)-  30 48 39.10816(N)    095 42 17.56865(W) AD(       ) 4
 BL2265  NAD 27      -  30 48 38.41600(N)    095 42 16.75800(W) AD(       ) 3
 BL2265
 BL2265.Superseded values are not recommended for survey control.
 BL2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2265.See file dsdata.txt to determine how the superseded data were derived.
 BL2265
 BL2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ4122111771(NAD 83)
 BL2265_MARKER: 57 = LOOKOUT TOWER
 BL2265
 BL2265  HISTORY     - Date     Condition        Report By
 BL2265  HISTORY     - 1943     FIRST OBSERVED   CGS
 BL2265  HISTORY     - 19960601 GOOD             USPSQD
 BL2265
 BL2265                          STATION DESCRIPTION
 BL2265
 BL2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BL2265'THIS INTERSECTION STATION IS THE MOSSY GROVE FIRE LOOKOUT
 BL2265'TOWER NO. 25, LOCATED ABOUT 12.0 MILES NW OF HUNTSVILLE,
 BL2265'AND 17.0 MILES S OF MADISONVILLE, AND 0.3 MILE N OF U.S.
 BL2265'HIGHWAY 75, ON LAND OWNED BY THE TEXAS FOREST SERVICE.  IT
 BL2265'IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH WITH
 BL2265'A GLASS-ENCLOSED CAB ON THE TOP.  THE ENTIRE STRUCTURE IS
 BL2265'PAINTED GREY.  POINT OBSERVED UPON, THE CENTER OF THE LOOKOUT
 BL2265'CAB.
 BL2265
 BL2265                          STATION RECOVERY (1996)
 BL2265
 BL2265'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1441 ***********************************************************************
 AB1441  DESIGNATION -  MOTA MESQUITE WINDMILL
 AB1441  PID         -  AB1441
 AB1441  STATE/COUNTY-  TX/KENEDY
 AB1441  USGS QUAD   -  SOUTH OF POTRERO LOPENO NW (1975)
 AB1441
 AB1441                         *CURRENT SURVEY CONTROL
 AB1441  ___________________________________________________________________
 AB1441* NAD 83(1993)-  26 38 01.63005(N)    097 29 50.54213(W)     ADJUSTED  
 AB1441* NAVD 88     -                                                        
 AB1441  ___________________________________________________________________
 AB1441  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 AB1441  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AB1441
 AB1441  HORZ ORDER  -  THIRD
 AB1441
 AB1441.The horizontal coordinates were established by classical geodetic methods
 AB1441.and adjusted by the National Geodetic Survey in February 1996..
 AB1441
 AB1441
 AB1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1441
 AB1441.The geoid height was determined by GEOID03.
 AB1441
 AB1441;                    North         East     Units Scale Factor Converg.
 AB1441;SPC TX S     - 5,107,545.723   399,826.471   MT  0.99991520   +0 27 18.7
 AB1441;SPC TX S     -16,757,006.26  1,311,764.01   sFT  0.99991520   +0 27 18.7
 AB1441;UTM  14      - 2,946,754.114   649,573.659   MT  0.99987621   +0 40 25.4
 AB1441
 AB1441                          SUPERSEDED SURVEY CONTROL
 AB1441
 AB1441  NAD 83(1986)-  26 38 01.64203(N)    097 29 50.50996(W) AD(       ) 4
 AB1441  NAD 27      -  26 38 00.41900(N)    097 29 49.53700(W) AD(       ) 3
 AB1441
 AB1441.Superseded values are not recommended for survey control.
 AB1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1441.See file dsdata.txt to determine how the superseded data were derived.
 AB1441
 AB1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4957446754(NAD 83)
 AB1441_MARKER: 66 = WINDMILL
 AB1441
 AB1441  HISTORY     - Date     Condition        Report By
 AB1441  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1441
 AB1441                          STATION DESCRIPTION
 AB1441
 AB1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1441'LOCATED ON THE NORIAS SECTION OF THE KING RANCH, APPROXIMATELY
 AB1441'21 MILES SE OF NORIAS, APPROXIMATELY 1.2 MILES N OF
 AB1441'WILLACY-KENEDY COUNTY LINE, AND 2.5 MILES W OF THE W EDGE OF
 AB1441'LAGUNA MADRE.
 AB1441'
 AB1441'TO REACH FROM THE NORIAS RANCH HEADQUARTERS, FROM THE BIG TIN
 AB1441'BARN GO N ON PAVED ROAD 0.1 MILE TO FORK, TAKE RIGHT FORK AND
 AB1441'GO 0.45 MILE TO GATE AT E ENTRANCE TO RANCH HEADQUARTERS, PASS
 AB1441'THROUGH GATE AND CONTINUE 2.3 MILES TO FORK IN HARD SURFACE ROAD,
 AB1441'CONTINUE STRAIGHT AHEAD 0.2 MILE TO FORK, TAKE LEFT FORK FOR 5.95
 AB1441'MILES TO GATE, PASS THROUGH GATE AND GO 0.8 MILE TO FORK IN HARD
 AB1441'SURFACE ROAD, TAKE LEFT FORK AND GO 1.5 MILES TO GATE, PASS
 AB1441'THROUGH GATE AND GO 3.25 MILES TO GATE, PASS THROUGH GATE AND
 AB1441'GO 1.45 MILES TO FORK IN HARD SURFACE ROAD, TAKE SANDY TRACK
 AB1441'ROAD TO RIGHT AND GO 1.05 MILES TO GATE, PASSING END OF MOVING
 AB1441'SAND APPROXIMATELY HALFWAY TO GATE, PASS THROUGH GATE AND
 AB1441'TURN LEFT ALONG W SIDE OF FENCE FOR 1.75 MILES TO GATE, PASS
 AB1441'THROUGH GATE AND GO 0.1 MILE TO WINDMILL AND STATION SITE.
 AB1441'
 AB1441'THE STATION IS THE CENTER OF A STEEL WINDMILL TOWER ABOUT 35 FEET
 AB1441'HIGH.  IT IS APPROXIMATELY 63 FEET SE OF OPEN ROUND CONCRETE
 AB1441'TANK (THE MOST SOUTHERLY OF TWO), 16 FEET S OF A HUISACHE TREE
 AB1441'AND IS ENCLOSED IN A RAIL PEN 12 FEET SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1239 ***********************************************************************
 DN1239  DESIGNATION -  MOTOR
 DN1239  PID         -  DN1239
 DN1239  STATE/COUNTY-  TX/GRAYSON
 DN1239  USGS QUAD   -  DORCHESTER (1974)
 DN1239
 DN1239                         *CURRENT SURVEY CONTROL
 DN1239  ___________________________________________________________________
 DN1239* NAD 83(1993)-  33 37 13.28801(N)    096 42 12.24896(W)     ADJUSTED  
 DN1239* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 DN1239  ___________________________________________________________________
 DN1239  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DN1239  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DN1239
 DN1239  HORZ ORDER  -  THIRD
 DN1239
 DN1239.The horizontal coordinates were established by classical geodetic methods
 DN1239.and adjusted by the National Geodetic Survey in February 1996..
 DN1239
 DN1239.The orthometric height was scaled from a topographic map.
 DN1239
 DN1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1239
 DN1239.The geoid height was determined by GEOID03.
 DN1239
 DN1239;                    North         East     Units Scale Factor Converg.
 DN1239;SPC TXNC     - 2,218,074.437   766,691.839   MT  0.99992176   +0 58 47.5
 DN1239;SPC TXNC     - 7,277,132.55  2,515,388.14   sFT  0.99992176   +0 58 47.5
 DN1239;UTM  14      - 3,722,428.197   713,046.882   MT  1.00015960   +1 16 19.5
 DN1239
 DN1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1239!SPC TXNC     -   0.99996338  x   0.99992176  =   0.99988514
 DN1239!UTM  14      -   0.99996338  x   1.00015960  =   1.00012298
 DN1239
 DN1239|---------------------------------------------------------------------|
 DN1239| PID    Reference Object                     Distance      Geod. Az  |
 DN1239|                                                           dddmmss.s |
 DN1239| CY2614 MOTOR RM 1                           10.845 METERS 08753     |
 DN1239| CY2613 MOTOR AZ MK                                        0883512.2 |
 DN1239| CY2615 MOTOR RM 2                           11.536 METERS 27521     |
 DN1239| DN1246 LINE MATERIAL CO WATER TANK         APPROX. 1.1 KM 3032433.6 |
 DN1239|---------------------------------------------------------------------|
 DN1239
 DN1239                          SUPERSEDED SURVEY CONTROL
 DN1239
 DN1239  NAD 83(1993)-  33 37 13.28972(N)    096 42 12.24709(W) AD(       ) 3
 DN1239  NAD 83(1986)-  33 37 13.29386(N)    096 42 12.23956(W) AD(       ) 3
 DN1239  NAD 27      -  33 37 12.90460(N)    096 42 11.25280(W) AD(       ) 3
 DN1239
 DN1239.Superseded values are not recommended for survey control.
 DN1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1239.See file dsdata.txt to determine how the superseded data were derived.
 DN1239
 DN1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1304722428(NAD 83)
 DN1239_MARKER: DS = TRIANGULATION STATION DISK
 DN1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1239
 DN1239  HISTORY     - Date     Condition        Report By
 DN1239  HISTORY     - 1957     MONUMENTED       CGS
 DN1239  HISTORY     - 1958     GOOD             CGS
 DN1239  HISTORY     - 20060518 GOOD             USPSQD
 DN1239
 DN1239                          STATION DESCRIPTION
 DN1239
 DN1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1239'THE STATION IS LOCATED ABOUT 5 MILES WEST OF SHERMAN, ABOUT
 DN1239'4 MILES EAST OF SOUTHMAYD, 54 FEET SOUTH OF THE CENTER OF
 DN1239'U.S. HIGHWAY 82, 5 FEET SOUTHEAST OF A WHITE WITNESS POST,
 DN1239'AND 3 FEET SOUTH OF A WIRE FENCE.  IT IS A STANDARD MARK
 DN1239'SET FLUSH WITH THE SURFACE
 DN1239'OF THE GROUND AND IS STAMPED MOTOR 1957.
 DN1239'
 DN1239'REFERENCE MARK NO. 1 IS 52 FEET SOUTH FROM THE CENTER OF U.S.
 DN1239'HIGHWAY 82 AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS A STANDARD
 DN1239'MARK SET FLUSH WITH THE SURFACE
 DN1239'OF THE GROUND AND IS STAMPED MOTOR NO 1 1957.
 DN1239'
 DN1239'REFERENCE MARK NO. 2 IS 52 FEET SOUTH FROM THE CENTER OF
 DN1239'U.S. HIGHWAY 82 AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS
 DN1239'A STANDARD MARK SET FLUSH WITH
 DN1239'THE SURFACE OF THE GROUND AND IS STAMPED MOTOR NO 2 1957.
 DN1239'
 DN1239'THE AZIMUTH MARK IS LOCATED ABOUT 150 FEET NORTHEAST FROM
 DN1239'THE JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 289, 63
 DN1239'FEET NORTH FROM THE CENTER OF U.S. HIGHWAY 82, 21 FEET WEST
 DN1239'OF THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A WHITE
 DN1239'WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.  IT IS A
 DN1239'STANDARD MARK PROJECTS 4 INCHES
 DN1239'ABOVE THE SURFACE OF THE GROUND, AND IS STAMPED MOTOR 1957.
 DN1239'
 DN1239'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 DN1239'SQUARE IN SHERMAN, GO WEST ON U.S. HIGHWAY 82 FOR 5.0 MILES
 DN1239'TO ITS JUNCTION WITH STATE HIGHWAY 289 AND THE AZIMUTH MARK
 DN1239'ON THE RIGHT AS DESCRIBED.  CONTINUE WEST ON U.S. HIGHWAY
 DN1239'82 FOR 0.35 MILE TO THE STATION ON LEFT AS DESCRIBED.
 DN1239'
 DN1239'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 DN1239
 DN1239                          STATION RECOVERY (1958)
 DN1239
 DN1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1239'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DN1239'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1239'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 DN1239
 DN1239                          STATION RECOVERY (2006)
 DN1239
 DN1239'RECOVERY NOTE BY US POWER SQUADRON 2006 (WL)
 DN1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0541 ***********************************************************************
 BY0541  DESIGNATION -  MOTT
 BY0541  PID         -  BY0541
 BY0541  STATE/COUNTY-  TX/ANGELINA
 BY0541  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0541
 BY0541                         *CURRENT SURVEY CONTROL
 BY0541  ___________________________________________________________________
 BY0541* NAD 83(1993)-  31 09 11.97393(N)    094 18 22.73458(W)     ADJUSTED  
 BY0541* NAVD 88     -        97.88   (+/-2cm)     321.1    (feet)  VERTCON   
 BY0541  ___________________________________________________________________
 BY0541  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BY0541  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BY0541
 BY0541  HORZ ORDER  -  FIRST
 BY0541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0541
 BY0541.The horizontal coordinates were established by classical geodetic methods
 BY0541.and adjusted by the National Geodetic Survey in February 1996..
 BY0541
 BY0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0541.The vertical order pertains to the NGVD 29 superseded value.
 BY0541
 BY0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0541
 BY0541.The geoid height was determined by GEOID03.
 BY0541
 BY0541;                    North         East     Units Scale Factor Converg.
 BY0541;SPC TX C     - 3,180,366.473 1,274,335.857   MT  0.99988524   +3 06 15.4
 BY0541;SPC TX C     -10,434,252.34  4,180,883.56   sFT  0.99988524   +3 06 15.4
 BY0541;UTM  15      - 3,447,328.909   375,486.167   MT  0.99979123   -0 40 33.2
 BY0541
 BY0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0541!SPC TX C     -   0.99998902  x   0.99988524  =   0.99987426
 BY0541!UTM  15      -   0.99998902  x   0.99979123  =   0.99978025
 BY0541
 BY0541:                Primary Azimuth Mark                     Grid Az
 BY0541:SPC TX C     -  JACKSON HILL LOOKOUT TOWER               001 28 30.5
 BY0541:UTM  15      -  JACKSON HILL LOOKOUT TOWER               005 15 19.1
 BY0541
 BY0541|---------------------------------------------------------------------|
 BY0541| PID    Reference Object                     Distance      Geod. Az  |
 BY0541|                                                           dddmmss.s |
 BY0541| BY2637 JACKSON HILL LOOKOUT TOWER          APPROX.17.0 KM 0043445.9 |
 BY0541| BY2633 HIPOINT LOOKOUT TOWER               APPROX.16.7 KM 0802930.8 |
 BY0541| BY0540 MOTT RM 1                           135.847 METERS 13249     |
 BY0541| BY0537 MOTT AZ MK                                         1411803.8 |
 BY0541| BY2634 CYCLONE HILL LOOKOUT TOWER          APPROX. 8.9 KM 1444243.2 |
 BY0541| BY0538 MOTT RM 2                           194.310 METERS 18319     |
 BY0541|---------------------------------------------------------------------|
 BY0541
 BY0541                          SUPERSEDED SURVEY CONTROL
 BY0541
 BY0541  NAD 83(1986)-  31 09 11.98468(N)    094 18 22.72667(W) AD(       ) 1
 BY0541  NAD 27      -  31 09 11.29300(N)    094 18 22.01100(W) AD(       ) 1
 BY0541  NGVD 29 (??/??/92)   97.895  (m)          321.18   (f) ADJ UNCH    2 0
 BY0541
 BY0541.Superseded values are not recommended for survey control.
 BY0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0541.See file dsdata.txt to determine how the superseded data were derived.
 BY0541
 BY0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ7548647329(NAD 83)
 BY0541_MARKER: DS = TRIANGULATION STATION DISK
 BY0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0541_STAMPING: MOTT 1931
 BY0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0541+STABILITY: SURFACE MOTION
 BY0541
 BY0541  HISTORY     - Date     Condition        Report By
 BY0541  HISTORY     - 1931     MONUMENTED       CGS
 BY0541  HISTORY     - 1934     GOOD             CGS
 BY0541  HISTORY     - 1938     GOOD             LOCSUR
 BY0541  HISTORY     - 1949     GOOD             CGS
 BY0541  HISTORY     - 1949     GOOD             NGS
 BY0541  HISTORY     - 1952     GOOD             CGS
 BY0541  HISTORY     - 1979     GOOD             USGS
 BY0541
 BY0541                          STATION DESCRIPTION
 BY0541
 BY0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BY0541'ABOUT 8 MILES E OF ZAVALLA, 300 METERS (984 FEET) N OF HIGHWAY
 BY0541'63, 1/2 MILE E OF J.S. MOTTS HOUSE, ON LAND BELONGING TO THE
 BY0541'KIRBY LUMBER COMPANY.
 BY0541'
 BY0541'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY0541'DISKS SET IN CONCRETE.
 BY0541'
 BY0541'REFERENCE MARK NO. 1 IS 2 METERS (7 FEET) NW OF LOGGING ROAD,
 BY0541'1 METER (3 FEET) S OF STUMP OF A 3-FOOT TREE, AND 135.95 METERS
 BY0541'(446.0 FEET) FROM STATION IN S 47 DEG 19 MIN E.
 BY0541'
 BY0541'REFERENCE MARK NO. 2 IS 2 METERS (7 FEET) W OF LOGGING ROAD,
 BY0541'ABOUT 50 METERS (164 FEET) N OF CLUMP OF TREES AND ABOUT 160
 BY0541'METERS (525 FEET) FROM STATION IN S 3 DEG 19 MIN 47 SEC.
 BY0541'
 BY0541'REACHED FROM ZAVALLA BY GOING E ALONG HIGHWAY 63, A DISTANCE
 BY0541'OF 7.5 MILES, TO POINT 0.6 MILE BEYOND MOTTS HOUSE WHICH IS
 BY0541'ON RIGHT OF ROAD, THENCE N ALONG OLD LOGGING ROAD FOR 200 METERS
 BY0541'(656 FEET).  STATION IS ON HIGHEST GROUND W OF LOGGING ROAD,
 BY0541'ON END OF SMALL RIDGE RUNNING OUT TO W ABOUT 137 METERS (449
 BY0541'FEET) W OF ROAD AND 93 METERS (305 FEET) W OF A TALL, VIRGIN
 BY0541'PINE TREE.  TIMBER IS LOGGED FROM LAND.
 BY0541
 BY0541                          STATION RECOVERY (1934)
 BY0541
 BY0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WSD)
 BY0541'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 BY0541
 BY0541                          STATION RECOVERY (1938)
 BY0541
 BY0541'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 BY0541'RECOVERED BY REPUBLIC PRODUCTION CO GEOPHYSICAL DEPT.
 BY0541'
 BY0541'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 BY0541
 BY0541                          STATION RECOVERY (1949)
 BY0541
 BY0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY0541'THE STATION, AND REFERENCE MARKS NOS 1 AND 2,
 BY0541'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES
 BY0541'TO THE REFERENCE MARKS WERE IN ERROR.  A NEW AZIMUTH MARK,
 BY0541'WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 BY0541'DESCRIPTION.
 BY0541'
 BY0541'THE STATION IS LOCATED ABOUT 7.0 MILES EAST OF ZAVALLA AND
 BY0541'0.2 MILE NORTHEAST OF STATE ROUTE NO 63 ON A SMALL HILL IN A
 BY0541'TRANSPLANTED AREA COVERED WITH SMALL PINE TREES AND ON LAND
 BY0541'OWNED BY THE KIRBY LUMBER COMPANY.  IT IS 2 FEET EAST OF A
 BY0541'WITNESS POST AND ON THE APPROXIMATED NORTH END OF THE HILL.  IT
 BY0541'IS STAMPED MOTT 1931 AND PROJECTS 6 INCHES.
 BY0541'
 BY0541'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 28 FEET SOUTH
 BY0541'OF THE CENTER OF THE OLD LOGGING ROAD.  IT IS STAMPED MOTT NO
 BY0541'1 1931 AND PROJECTS 3 INCHES.
 BY0541'
 BY0541'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 120 FEET SOUTHEAST
 BY0541'OF THE CENTER OF THE OLD LOGGING ROAD.  IT IS STAMPED MOTT NO
 BY0541'2 1931 AND PROJECTS 10 INCHES.
 BY0541'
 BY0541'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH-SOUTHEAST OF THE
 BY0541'STATION, 30 FEET WEST OF THE CENTER OF STATE ROUTE NO 63,
 BY0541'40 FEET NORTH OF FENCE LINE AND 2 FEET NORTH OF WITNESS POST.
 BY0541'IT IS STAMPED MOTT 1949 AND PROJECTS 4 INCHES.  TO REACH FROM
 BY0541'THE GATE INTO WOODED AREA, GO SOUTHEAST ON STATE ROUTE NO 63
 BY0541'FOR 0.95 MILE TO THE MARK ON THE WEST SIDE OF THE HIGHWAY
 BY0541'
 BY0541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 BY0541'AND STATE ROUTE 63 IN ZAVALLA, GO EAST AND SOUTHEAST ON STATE
 BY0541'ROUTE 63 FOR 0.7 MILE TO THE JUNCTION WITH STATE ROUTE 147,
 BY0541'BEAR RIGHT AND CONTINUE EAST AND SOUTHEAST ON STATE ROUTE 63
 BY0541'FOR 6.9 MILES TO WIRE GATE IN FENCE LINE ON THE LEFT, PASS
 BY0541'THROUGH GATE AND GO NORTH FOR 0.15 MILE TO FORKS, BEAR LEFT AND
 BY0541'GO NORTH FOR 0.05 MILE TO STATION.
 BY0541'
 BY0541'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 BY0541'
 BY0541'A 100 FOOT SIGNAL AT STATION GREGORY 1931 IS VISIBLE AT 50 FEET
 BY0541'
 BY0541'A 74 FOOT SIGNAL AT STATION MOSS HILL IS VISIBLE AT 50 FEET
 BY0541'
 BY0541'AN 87 FOOT SIGNAL AT STATION ETOILE IS VISIBLE AT 50 FEET
 BY0541'
 BY0541'AN 87 FOOT SIGNAL AT STATION BANNISTER 1931 IS VISIBLE AT 50 FEET
 BY0541
 BY0541                          STATION RECOVERY (1949)
 BY0541
 BY0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY0541'7.5 MI E FROM ZAVALLA.
 BY0541'7.5 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0541'RAILROAD STATION AT ZAVALLA, THENCE 797.0 FEET NORTH ALONG A DIM WOODS
 BY0541'ROAD, THENCE 300.0 FEET NORTHWEST ALONG A DIM TRAIL, ON THE HIGHEST
 BY0541'KNOLL IN THE VICINITY, 630.0 FEET NORTH OF REFERENCE MARK MOTT R. M.
 BY0541'2, 417.0 FEET NORTHWEST OF REFERENCE MARK MOTT R. M. 1, 2.0 FEET
 BY0541'SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0541'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY0541
 BY0541                          STATION RECOVERY (1952)
 BY0541
 BY0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 BY0541'7.5 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW
 BY0541'ORLEANS RAILROAD STATION AT ZAVALLA, THENCE 797 FEET NORTH ALONG
 BY0541'A DIM WOODS ROAD, THENCE 300 FEET NORTHWEST ALONG A DIM TRAIL,
 BY0541'ON THE HIGHEST KNOLL IN THE VICINITY, 2 FEET SOUTHEASTOF A
 BY0541'WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP OF
 BY0541'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 BY0541'STAMPED MOTT 1931.
 BY0541'
 BY0541'MOTT 1931 IS 417 FEET SOUTHEAST OF TRIANGULATION STATION MOTT
 BY0541'1931, 35 FEET SOUTHEAST OF THE CENTER LINE OF A DIM WOODS
 BY0541'ROAD, 7 FEET NORTHWEST OF THE CENTER LINE OF A DIM WOODS ROAD,
 BY0541'19 FEET SOUTHEAST OF A WITNESS POST, A REFERENCE MARK DISK
 BY0541'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BY0541'THE GROUND, STAMPED MOTT NO 1 1931.
 BY0541'
 BY0541'MOTT R.M. 2 IS 630 FEET SOUTH OF TRIANGULATION STATION MOTT 1931,
 BY0541'107 FEET SOUTHEAST OF THE CENTER LINE OF A DIM WOODS ROAD, 90
 BY0541'FEET SOUTHEAST OF A WITNESS POST, A REFERENCE MARK DISK SET IN
 BY0541'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BY0541'GROUND, STAMPED MOTT NO 2 1931.
 BY0541'
 BY0541'MOTT 1949 AZIMUTH IS 0.9 MILE EAST OF TRIANGULATION STATION
 BY0541'MOTT 1931, ON THE OUTSIDE OF A CURVE ON STATE HIGHWAY 63, 293
 BY0541'FEET SOUTHEAST OF THE SOUTHWEST END OF AN 18 INCH IRON PIPE
 BY0541'CULVERT WITH A CONCRETE HEADWALL, 47.2 FEET NORTHEAST OF A
 BY0541'FENCE, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.5
 BY0541'FEET NORTHWEST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN
 BY0541'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 BY0541'GROUND, STAMPED MOTT 1949.
 BY0541
 BY0541                          STATION RECOVERY (1979)
 BY0541
 BY0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0541'4.6 MILES EAST ALONG STATE HWY. 63 FROM THE RAILROAD CROSSING IN
 BY0541'ZAVALLA, THENCE 2.8 MILES NORTH AND EAST ALONG FARM ROAD 2743 TO A
 BY0541'WOODS ROAD NORTH, THENCE 830 FEET NORTH ALONG WOODS ROAD TO A DIM
 BY0541'TRAIL LEADING NORTHWEST, THENCE 330 FEET NORTHWEST ALONG TRAIL, ON
 BY0541'THE HIGHEST KNOLL IN THE VICINITY, SET IN THE TOP OF A CONCRETE POST
 BY0541'PROJECTING 0.4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0285 ***********************************************************************
 AN0285  DESIGNATION -  MOTT
 AN0285  PID         -  AN0285
 AN0285  STATE/COUNTY-  TX/MATAGORDA
 AN0285  USGS QUAD   -  PALACIOS (1995)
 AN0285
 AN0285                         *CURRENT SURVEY CONTROL
 AN0285  ___________________________________________________________________
 AN0285* NAD 83(1993)-  28 40 52.97548(N)    096 11 54.00769(W)     ADJUSTED  
 AN0285* NAVD 88     -         2.28   (+/-2cm)       7.5    (feet)  VERTCON   
 AN0285  ___________________________________________________________________
 AN0285  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AN0285  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN0285
 AN0285  HORZ ORDER  -  SECOND
 AN0285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0285
 AN0285.The horizontal coordinates were established by classical geodetic methods
 AN0285.and adjusted by the National Geodetic Survey in February 1996..
 AN0285
 AN0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0285.The vertical order pertains to the NGVD 29 superseded value.
 AN0285
 AN0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0285
 AN0285.The geoid height was determined by GEOID03.
 AN0285
 AN0285;                    North         East     Units Scale Factor Converg.
 AN0285;SPC TXSC     - 4,097,267.758   873,778.125   MT  0.99992780   +1 22 21.3
 AN0285;SPC TXSC     -13,442,452.64  2,866,720.40   sFT  0.99992780   +1 22 21.3
 AN0285;UTM  14      - 3,175,900.444   773,773.813   MT  1.00052509   +1 20 43.7
 AN0285
 AN0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0285!SPC TXSC     -   1.00000385  x   0.99992780  =   0.99993165
 AN0285!UTM  14      -   1.00000385  x   1.00052509  =   1.00052894
 AN0285
 AN0285:                Primary Azimuth Mark                     Grid Az
 AN0285:SPC TXSC     -  MALLORYS HOUSE TOWER                     011 20 04.2
 AN0285:UTM  14      -  MALLORYS HOUSE TOWER                     011 21 41.8
 AN0285
 AN0285|---------------------------------------------------------------------|
 AN0285| PID    Reference Object                     Distance      Geod. Az  |
 AN0285|                                                           dddmmss.s |
 AN0285| AN2229 MALLORYS HOUSE TOWER                APPROX. 4.7 KM 0124225.5 |
 AN0285| AN2227 LIGGETTS CONCRETE SILO              APPROX. 5.8 KM 0193312.5 |
 AN0285| CV6587 MOTT RM 1                           188.260 METERS 03709     |
 AN0285| AN2235 HOUSE UNTENANTED CHIMNEY            APPROX. 6.8 KM 2815254.9 |
 AN0285| CV6588 MOTT RM 2                            14.380 METERS 28438     |
 AN0285| AN2232 CAMP HULEN TANK                     APPROX. 5.1 KM 2895449.3 |
 AN0285| AN2231 PALACIOS US WEATHER BUR MAST        APPROX. 2.6 KM 3165216.3 |
 AN0285| AN2226 PALACIOS FIRST METH CH STEEPLE      APPROX. 3.0 KM 3304158.4 |
 AN0285|---------------------------------------------------------------------|
 AN0285
 AN0285                          SUPERSEDED SURVEY CONTROL
 AN0285
 AN0285  NAD 83(1986)-  28 40 52.98269(N)    096 11 53.97917(W) AD(       ) 2
 AN0285  NAD 27      -  28 40 52.01200(N)    096 11 53.09500(W) AD(       ) 2
 AN0285  NGVD 29 (??/??/92)    2.350  (m)            7.71   (f) ADJ UNCH    2 0
 AN0285
 AN0285.Superseded values are not recommended for survey control.
 AN0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0285.See file dsdata.txt to determine how the superseded data were derived.
 AN0285
 AN0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7377475900(NAD 83)
 AN0285_MARKER: DD = SURVEY DISK
 AN0285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN0285_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AN0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0285
 AN0285  HISTORY     - Date     Condition        Report By
 AN0285  HISTORY     - 1930     MONUMENTED       USE
 AN0285  HISTORY     - 1941     GOOD             CGS
 AN0285  HISTORY     - 1941     GOOD             NGS
 AN0285  HISTORY     - 1947     GOOD             CGS
 AN0285  HISTORY     - 1951     GOOD             LOCENG
 AN0285  HISTORY     - 1968     SEE DESCRIPTION  USE
 AN0285  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN0285
 AN0285                          STATION DESCRIPTION
 AN0285
 AN0285'DESCRIBED BY US ENGINEERS 1930 (TMP)
 AN0285'ON THE E SIDE OF TREPALACIOS BAY, ABOUT 2.5 MILES S OF
 AN0285'COLLEGEPORT, ON THE LAND OF MR. PIERCE, ABOUT 200 METERS SW OF A
 AN0285'LARGE WHITE HOUSE AND RED BARN OCCUPIED BY MR. PENALON, NEAR
 AN0285'EDGE OF CULTIVATED FIELD.  STATION IS 44 METERS E OF THE TOP OF A
 AN0285'BLUFF, AT THE SHORELINE, AND 1.7 METERS S OF A WIRE FENCE THAT
 AN0285'RUNS E FROM THE SHORE.  IT LIES BETWEEN THE FENCE AND A DRIED
 AN0285'OUT ARM OF THE BAY AND IS 3 METERS N OF THE RIM OF THE DRIED
 AN0285'OUT SECTION.
 AN0285'
 AN0285'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK
 AN0285'SET IN THE TOP OF A 6-INCH TILE PIPE SET IN AND FILLED WITH
 AN0285'CONCRETE.  IT PROJECTS ABOUT 6 INCHES ABOVE GROUND AND IS
 AN0285'UNSTAMPED.
 AN0285'
 AN0285'REFERENCE MARK IS IN A CULTIVATED FIELD, ABOUT 150 METERS W
 AN0285'OF THE WHITE HOUSE, 15 METERS E OF THE BLUFF AT THE SHORELINE,
 AN0285'IN THE CONTINUATION OF THE E-W ROAD LEADING TO THE HOUSE ON ITS
 AN0285'E SIDE.  DISK IS STAMPED MOTT 1930 1934 AND PROJECTS ABOUT
 AN0285'6 INCHES.
 AN0285'
 AN0285'REFERENCE MARK IS 30 METERS E OF THE BLUFF AT SHORELINE, 0.5
 AN0285'METER N OF WIRE FENCE.  DISK IS STAMPED MOTT 1930 1934.
 AN0285'
 AN0285'STATION IS REACHED BY GOING 1.5 MILES S OF SOUTH COLLEGEPORT TO A
 AN0285'GATE IN THE WIRE FENCE ON THE W SIDE OF THE ROAD.  TAKE PRIVATE
 AN0285'ROAD W APPROXIMATELY 1 MILE THROUGH PASTURES TO THE LARGE WHITE
 AN0285'HOUSE AND RED BARN OF MR. PENALON.
 AN0285
 AN0285                          STATION RECOVERY (1941)
 AN0285
 AN0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 AN0285'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0285'CONDITION.
 AN0285'
 AN0285'STATION IS ABOUT 1,000 FEET SW OF RANCH HOUSE AND RED PAINTED
 AN0285'BARN, NEAR THE SW CORNER OF CULTIVATED FIELD SURROUNDING RANCH
 AN0285'HOUSE, 145 FEET E OF BAY SHORELINE, 5 FEET S OF E-W FENCE, 10
 AN0285'FEET NW OF RIM OF SMALL DRY ARM OF BAY, AND 4 FEET E OF A
 AN0285'4- BY 4-INCH WHITE WOODEN WITNESS POST.
 AN0285'
 AN0285'ONE REFERENCE MARK IS ABOUT 50 FEET E OF SHORELINE, 2 FEET N
 AN0285'OF E-W FENCE, AND NEAR THE SW EDGE OF FIELD.  IT IS 14.5 METERS
 AN0285'NW OF STATION AND MONUMENT PROJECTS ABOUT 0.4 FOOT.  THE OTHER
 AN0285'REFERENCE MARK WAS NOT FOUND.
 AN0285'
 AN0285'STATION IS REACHED FROM COLLEGEPORT SCHOOLHOUSE BY GOING 0.6 MILE
 AN0285'E ALONG PAVED ROAD TO INTERSECTION OF ROAD LEADING S.  THENCE
 AN0285'GO 2.6 MILES S ALONG ROAD TO INTERSECTION OF CROSS ROAD.
 AN0285'THENCE GO 1.9 MILES E TO THE SITE OF THE STATION NEAR LARGE WHITE
 AN0285'PAINTED HOUSE AND BARN PAINTED RED.
 AN0285
 AN0285                          STATION RECOVERY (1941)
 AN0285
 AN0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 AN0285'5.1 MI S FROM COLLEGEPORT.
 AN0285'5.1 MILES SOUTH OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH MARK MAY
 AN0285'BE REACHED FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A PAVED COUNTY
 AN0285'ROAD, THENCE 2.6 MILES SOUTH ALONG THE OYSTER LAKE ROAD, AND THENCE
 AN0285'1.9 MILES WEST ALONG A FARM ROAD.  IT IS ABOUT 1000 FEET SOUTHWEST OF
 AN0285'A RANCHHOUSE, NEAR THE SOUTHWEST CORNER OF THE FIELD SURROUNDING THE
 AN0285'HOUSE, 145 FEET EAST OF THE SHORELINE, 10 FEET NORTHWEST OF A SMALL
 AN0285'DRY ARM OF THE BAY, 5 FEET SOUTH OF AN EAST-AND-WEST FENCE LINE, AND 4
 AN0285'FEET EAST OF A WHITE WOODEN WITNESS POST. A CORPS OF ENGINEERS, U.S.
 AN0285'ARMY, STANDARD TRIANGULATION-STATION DISK, SET IN THE TOP OF A
 AN0285'CONCRETE-FILLED TILE PIPE PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0285
 AN0285                          STATION RECOVERY (1947)
 AN0285
 AN0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN0285'THE STATION AND THE REFERENCE MARK (14.38 METERS FROM THE
 AN0285'STATION) WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AN0285'THE OTHER REFERENCE MARK WAS SEARCHED FOR BUT COULD NOT BE
 AN0285'FOUND.
 AN0285
 AN0285                          STATION RECOVERY (1951)
 AN0285
 AN0285'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951 (HJS)
 AN0285'RECOVERED BY BRAZOS OIL AND GAS CO.
 AN0285'
 AN0285'LETTER OF MR. H.J. SALANI, BRAZOS OIL AND GAS CO., HOUSTON,
 AN0285'DATED 10/23/51--
 AN0285'
 AN0285'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN0285
 AN0285                          STATION RECOVERY (1968)
 AN0285
 AN0285'RECOVERY NOTE BY US ENGINEERS 1968
 AN0285'STATION REPORTED DESTROYED EITHER BY HURRICANE CARLA OR
 AN0285'CONSTRUCTION WORK.
 AN0285
 AN0285                          STATION RECOVERY (1969)
 AN0285
 AN0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN0285'THE STATION SITE WAS VISITED AND THE STATION MARK FOUND LYING
 AN0285'ON ITS SIDE ON GROUND SURFACE, HAVING FALLEN WHEN RIM OF DRY
 AN0285'ARM OF BAY ERODED TO THE NORTH.  REFERENCE MARK (14.38 METERS
 AN0285'DISTANCE) IS ON EDGE OF 8 FOOT BLUFF AND WILL BE LOST IN NEXT
 AN0285'MAJOR STORM.  REFERENCE MARK (188.26 METERS DISTANCE) WAS FOUND
 AN0285'LYING IN BAY ON ITS SIDE, DESTROYED.  IT IS BELIEVED NO
 AN0285'SUB-SURFACE MARK WAS SET.  AN AREA 14.38 METERS FROM THE
 AN0285'REFERENCE MARK WAS PRODDED BUT NO SIGN OF AN UNDERGROUND MARK
 AN0285'WAS FOUND.  STATION LOST.
 AN0285'
 AN0285'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES
 AN0285'SOUTHEAST OF PLACIOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2637 ***********************************************************************
 AX2637  DESIGNATION -  MOTT
 AX2637  PID         -  AX2637
 AX2637  STATE/COUNTY-  TX/GUADALUPE
 AX2637  USGS QUAD   -  SEGUIN (1994)
 AX2637
 AX2637                         *CURRENT SURVEY CONTROL
 AX2637  ___________________________________________________________________
 AX2637* NAD 83(1993)-  29 35 54.48840(N)    097 57 54.77238(W)     ADJUSTED  
 AX2637* NAVD 88     -       177.4    (meters)     582.     (feet)  VERTCON   
 AX2637  ___________________________________________________________________
 AX2637  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AX2637  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX2637
 AX2637  HORZ ORDER  -  FIRST
 AX2637
 AX2637.The horizontal coordinates were established by classical geodetic methods
 AX2637.and adjusted by the National Geodetic Survey in February 1996..
 AX2637
 AX2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2637
 AX2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2637
 AX2637.The geoid height was determined by GEOID03.
 AX2637
 AX2637;                    North         East     Units Scale Factor Converg.
 AX2637;SPC TXSC     - 4,196,067.640   700,228.125   MT  0.99987378   +0 30 25.0
 AX2637;SPC TXSC     -13,766,598.58  2,297,331.77   sFT  0.99987378   +0 30 25.0
 AX2637;UTM  14      - 3,274,740.782   600,204.798   MT  0.99972389   +0 30 40.1
 AX2637
 AX2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2637!SPC TXSC     -   0.99997623  x   0.99987378  =   0.99985002
 AX2637!UTM  14      -   0.99997623  x   0.99972389  =   0.99970013
 AX2637
 AX2637:                Primary Azimuth Mark                     Grid Az
 AX2637:SPC TXSC     -  KINGSBURY TALL HEAVY STK CROSS           066 37 24.6
 AX2637:UTM  14      -  KINGSBURY TALL HEAVY STK CROSS           066 37 09.5
 AX2637
 AX2637|---------------------------------------------------------------------|
 AX2637| PID    Reference Object                     Distance      Geod. Az  |
 AX2637|                                                           dddmmss.s |
 AX2637| AX2632 KINGSBURY TALL HEAVY STK CROSS      APPROX.14.4 KM 0670749.6 |
 AX2637| CV4876 MOTT RM                              17.842 METERS 09203     |
 AX2637| AX2634 LIGHT COLOR ROUND TK E SEGUIN       APPROX. 6.0 KM 1154314.3 |
 AX2637| AX2625 THOMAS                              APPROX.19.0 KM 1720134.6 |
 AX2637| AX2635 SEGUIN SPIRE                        APPROX. 2.7 KM 1823809.7 |
 AX2637| AX2633 SEGUIN OIL FACTORY WATER TOWER      APPROX. 1.9 KM 2020546.8 |
 AX2637| AY1792 SEGUIN MILLING AND PWR CO TANK      APPROX. 6.9 KM 2470541.7 |
 AX2637| AY1787 NEW BRAUNFELS STANDPIPE             APPROX.18.7 KM 3054457.5 |
 AX2637| AY1798 NEW BRAUNFELS CATH CH SPIRE         APPROX.19.6 KM 3062758.4 |
 AX2637|---------------------------------------------------------------------|
 AX2637
 AX2637                          SUPERSEDED SURVEY CONTROL
 AX2637
 AX2637  NAD 83(1986)-  29 35 54.49458(N)    097 57 54.75322(W) AD(       ) 1
 AX2637  NAD 27      -  29 35 53.67200(N)    097 57 53.73800(W) AD(       ) 1
 AX2637  NGVD 29 (07/19/86)  177.3    (m)          582.     (f) VERT ANG       
 AX2637
 AX2637.Superseded values are not recommended for survey control.
 AX2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2637.See file dsdata.txt to determine how the superseded data were derived.
 AX2637
 AX2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0020574741(NAD 83)
 AX2637_MARKER: N = NAIL
 AX2637_SETTING: 0 = UNSPECIFIED SETTING
 AX2637
 AX2637  HISTORY     - Date     Condition        Report By
 AX2637  HISTORY     - 1903     MONUMENTED       CGS
 AX2637  HISTORY     - 1935     GOOD             CGS
 AX2637  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2637  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2637
 AX2637                          STATION DESCRIPTION
 AX2637
 AX2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 AX2637'STATION IS 2 MILES N OF THE COURTHOUSE IN SEGUIN AND 1 MILE N
 AX2637'OF THE SOUTHERN PACIFIC DEPOT, ON THE W SIDE OF THE SEGUIN AND
 AX2637'GERONIMO WAGON ROAD, 1.29 METERS (4.2 FEET) E OF THE WIRE FENCE
 AX2637'ON THE W SIDE OF THE ROAD.
 AX2637'
 AX2637'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 AX2637'THE CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER AND 2 FEET LONG,
 AX2637'SET FLANGE DOWN, FILLED WITH CONCRETE, AND SURROUNDED BY A BLOCK
 AX2637'OF CONCRETE.  THE CONCRETE WAS MARKED WITH THE LETTERS U.S.C
 AX2637'AND G.S. AND THE DATE.
 AX2637'
 AX2637'REFERENCE MARK IS AT THE WIRE FENCE AT THE E SIDE OF THE ROAD,
 AX2637'17.842 METERS (58.54 FEET) FROM THE STATION S 87 DEG 57 MIN E.
 AX2637'
 AX2637'DISTANCES AND BEARINGS TO VARIOUS POINTS ARE AS FOLLOWS--W
 AX2637'TILE CHIMNEY OF MRS. SCHROMS HOUSE, ABOUT 3/4 MILE, S 05 DEG 02 MIN E.
 AX2637'MRS. WAGNERS WINDMILL TOWER IN A PROMINENT CLUSTER OF
 AX2637'LIVE OAK TREES, ABOUT 300 METERS (984 FEET), N 24 DEG 18 MIN E.
 AX2637'BRICK CHIMNEY OF A HOUSE ABOUT 450 METERS (1,476 FEET)
 AX2637'S 77 DEG 09 MIN E.  ELEVATION OF STATION, 177.3 METERS
 AX2637'(582 FEET).
 AX2637
 AX2637                          STATION RECOVERY (1935)
 AX2637
 AX2637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AX2637'THIS STATION WAS FOUND AS DESCRIBED, AND IN FAIR CONDITION.
 AX2637'
 AX2637'IT IS ON THE BANK OF THE DITCH ON THE W SIDE OF STATE HIGHWAY
 AX2637'123 EXACTLY 1 MILE N OF THE SOUTHERN PACIFIC DEPOT AT SEGUIN.
 AX2637'TWO WOODEN LATHS HAVE BEEN CROSSED AND NAILED TO A TELEGRAPH
 AX2637'POLE TO MARK THE VICINITY OF THE STATION.
 AX2637'
 AX2637'THE REFERENCE MARK WAS RECOVERED, AND IS IN FAIR CONDITION.
 AX2637'IT IS LOCATED ON THE BANK OF THE DITCH ON THE E SIDE OF STATE
 AX2637'HIGHWAY 123, DIRECTLY ACROSS THE ROAD FROM THE STATION MARK.
 AX2637'WIDENING AND GRADING OPERATIONS ON THIS ROAD HAVE SOMEWHAT
 AX2637'CHIPPED AND UNCOVERED BOTH MARKS, BUT BOTH MARKS ARE STILL
 AX2637'RIGID AND LEVEL.
 AX2637
 AX2637                          STATION RECOVERY (1993)
 AX2637
 AX2637'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2637'MARK NOT FOUND.
 AX2637
 AX2637                          STATION RECOVERY (1999)
 AX2637
 AX2637'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0537 ***********************************************************************
 BY0537  DESIGNATION -  MOTT AZ MK
 BY0537  PID         -  BY0537
 BY0537  STATE/COUNTY-  TX/ANGELINA
 BY0537  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0537
 BY0537                         *CURRENT SURVEY CONTROL
 BY0537  ___________________________________________________________________
 BY0537* NAD 83(1986)-  31 08 27.     (N)    094 17 43.     (W)     SCALED    
 BY0537* NAVD 88     -        78.21   (+/-2cm)     256.6    (feet)  VERTCON   
 BY0537  ___________________________________________________________________
 BY0537  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0537
 BY0537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0537
 BY0537.The horizontal coordinates were scaled from a topographic map and have
 BY0537.an estimated accuracy of +/- 6 seconds.
 BY0537
 BY0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0537.The vertical order pertains to the NGVD 29 superseded value.
 BY0537
 BY0537.The geoid height was determined by GEOID03.
 BY0537
 BY0537;                    North         East    Units  Estimated Accuracy
 BY0537;SPC TX C     - 3,179,040.    1,275,460.      MT  (+/- 180 meters Scaled)
 BY0537
 BY0537                          SUPERSEDED SURVEY CONTROL
 BY0537
 BY0537  NGVD 29 (??/??/92)   78.229  (m)          256.66   (f) ADJ UNCH    2 0
 BY0537
 BY0537.Superseded values are not recommended for survey control.
 BY0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0537.See file dsdata.txt to determine how the superseded data were derived.
 BY0537
 BY0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ765459(NAD 83)
 BY0537_MARKER: DZ = AZIMUTH MARK DISK
 BY0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0537_STAMPING: MOTT 1949
 BY0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0537+STABILITY: SURFACE MOTION
 BY0537
 BY0537  HISTORY     - Date     Condition        Report By
 BY0537  HISTORY     - 1949     MONUMENTED       CGS
 BY0537  HISTORY     - 1979     GOOD             USGS
 BY0537
 BY0537                          STATION DESCRIPTION
 BY0537
 BY0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0537'8.4 MI E FROM ZAVALLA.
 BY0537'8.4 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0537'RAILROAD STATION AT ZAVALLA, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY,
 BY0537'293.0 FEET SOUTHEAST OF THE SOUTHWEST END OF AN 18-INCH GALVANIZED
 BY0537'TUBE CULVERT WITH A CONCRETE HEADWALL, 47.2 FEET NORTHEAST OF A FENCE,
 BY0537'34.0 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 63, 1.5 FEET
 BY0537'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0537'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY0537
 BY0537                          STATION RECOVERY (1979)
 BY0537
 BY0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0537'4.6 MILES EAST ALONG STATE HWY. 63 FROM THE RAILROAD CROSSING IN
 BY0537'ZAVALLA, THENCE 3.8 MILES NORTH AND EAST ALONG FARM ROAD 2743 TO A
 BY0537'BEND IN THE ROAD, 1617 FT. NORTHWEST OF A T-ROAD NE, 32 FT. SW OF THE
 BY0537'CENTER OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY0537'FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0286 ***********************************************************************
 AN0286  DESIGNATION -  MOTT RM
 AN0286  PID         -  AN0286
 AN0286  STATE/COUNTY-  TX/MATAGORDA
 AN0286  USGS QUAD   -  PALACIOS (1995)
 AN0286
 AN0286                         *CURRENT SURVEY CONTROL
 AN0286  ___________________________________________________________________
 AN0286* NAD 83(1986)-  28 40 52.     (N)    096 11 54.     (W)     SCALED    
 AN0286* NAVD 88     -         2.25   (+/-2cm)       7.4    (feet)  VERTCON   
 AN0286  ___________________________________________________________________
 AN0286  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN0286
 AN0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0286
 AN0286.The horizontal coordinates were scaled from a topographic map and have
 AN0286.an estimated accuracy of +/- 6 seconds.
 AN0286
 AN0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0286.The vertical order pertains to the NGVD 29 superseded value.
 AN0286
 AN0286.The geoid height was determined by GEOID03.
 AN0286
 AN0286;                    North         East    Units  Estimated Accuracy
 AN0286;SPC TXSC     - 4,097,240.      873,780.      MT  (+/- 180 meters Scaled)
 AN0286
 AN0286                          SUPERSEDED SURVEY CONTROL
 AN0286
 AN0286  NGVD 29 (??/??/92)    2.324  (m)            7.62   (f) ADJ UNCH    2 0
 AN0286
 AN0286.Superseded values are not recommended for survey control.
 AN0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0286.See file dsdata.txt to determine how the superseded data were derived.
 AN0286
 AN0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS737758(NAD 83)
 AN0286_MARKER: DR = REFERENCE MARK DISK
 AN0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0286_STAMPING: MOTT 1930-34
 AN0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0286+STABILITY: SURFACE MOTION
 AN0286
 AN0286  HISTORY     - Date     Condition        Report By
 AN0286  HISTORY     - 1930     MONUMENTED       DOD
 AN0286  HISTORY     - 1941     GOOD             NGS
 AN0286
 AN0286                          STATION DESCRIPTION
 AN0286
 AN0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AN0286'5.1 MI S FROM COLLEGEPORT.
 AN0286'ABOUT 1000 FEET SOUTHWEST OF THE RANCHHOUSE, NEAR THE SOUTHWEST EDGE
 AN0286'OF THE FIELD SURROUNDING THE HOUSE, 50 FEET WEST OF THE SHORELINE, AND
 AN0286'2 FEET NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD REFERENCE-MARK
 AN0286'DISK, STAMPED MOTT 1930-34 AND SET IN THE TOP OF A CONCRETE POST
 AN0286'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0540 ***********************************************************************
 BY0540  DESIGNATION -  MOTT RM 1
 BY0540  PID         -  BY0540
 BY0540  STATE/COUNTY-  TX/ANGELINA
 BY0540  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0540
 BY0540                         *CURRENT SURVEY CONTROL
 BY0540  ___________________________________________________________________
 BY0540* NAD 83(1986)-  31 09 12.     (N)    094 18 23.     (W)     SCALED    
 BY0540* NAVD 88     -        94.43   (+/-2cm)     309.8    (feet)  VERTCON   
 BY0540  ___________________________________________________________________
 BY0540  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BY0540
 BY0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0540
 BY0540.The horizontal coordinates were scaled from a topographic map and have
 BY0540.an estimated accuracy of +/- 6 seconds.
 BY0540
 BY0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0540.The vertical order pertains to the NGVD 29 superseded value.
 BY0540
 BY0540.The geoid height was determined by GEOID03.
 BY0540
 BY0540;                    North         East    Units  Estimated Accuracy
 BY0540;SPC TX C     - 3,180,370.    1,274,330.      MT  (+/- 180 meters Scaled)
 BY0540
 BY0540                          SUPERSEDED SURVEY CONTROL
 BY0540
 BY0540  NGVD 29 (??/??/92)   94.449  (m)          309.87   (f) ADJ UNCH    2 0
 BY0540
 BY0540.Superseded values are not recommended for survey control.
 BY0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0540.See file dsdata.txt to determine how the superseded data were derived.
 BY0540
 BY0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ754473(NAD 83)
 BY0540_MARKER: DR = REFERENCE MARK DISK
 BY0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0540_STAMPING: MOTT NO 1 1931
 BY0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0540+STABILITY: SURFACE MOTION
 BY0540
 BY0540  HISTORY     - Date     Condition        Report By
 BY0540  HISTORY     - 1931     MONUMENTED       CGS
 BY0540  HISTORY     - 1949     GOOD             NGS
 BY0540  HISTORY     - 1979     GOOD             USGS
 BY0540
 BY0540                          STATION DESCRIPTION
 BY0540
 BY0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0540'7.5 MI E FROM ZAVALLA.
 BY0540'7.5 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0540'RAILROAD STATION AT ZAVALLA, THENCE 797 FEET NORTH ALONG A DIM WOODS
 BY0540'ROAD, THENCE 243 FEET NORTHEAST ALONG A DIM WOODS ROAD, 417 FEET
 BY0540'SOUTHEAST OF TRIANGULATION STATION MOTT 1931, 35 FEET SOUTHEAST OF THE
 BY0540'CENTER LINE OF A DIM WOODS ROAD, 7 FEET NORTHWEST OF THE CENTER LINE
 BY0540'OF A DIM WOODS ROAD, 19 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 BY0540'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY0540
 BY0540                          STATION RECOVERY (1979)
 BY0540
 BY0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0540'4.6 MILES EAST ALONG STATE HWY. 63 FROM THE RAILROAD CROSSING IN
 BY0540'ZAVALLA, THENCE 2.8 MILES NORTH AND EAST ALONG FARM ROAD 2743 TO A
 BY0540'WOODS ROAD NORTH, THENCE 830 FEET NORTH ALONG WOODS ROAD TO A DIM
 BY0540'TRAIL LEADING NORTHWEST TO STATION MOTT, THENCE 210 FT. NORTHEAST
 BY0540'ALONG DIM WOODS ROAD, 417 FT. SOUTHEAST OF STATION MOTT, 35 FT SE OF
 BY0540'CENTERLINE OF DIM WOODS ROAD, 7 FT. NORTHWEST OF A DIM WOODS ROAD,
 BY0540'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE
 BY0540'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0538 ***********************************************************************
 BY0538  DESIGNATION -  MOTT RM 2
 BY0538  PID         -  BY0538
 BY0538  STATE/COUNTY-  TX/ANGELINA
 BY0538  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0538
 BY0538                         *CURRENT SURVEY CONTROL
 BY0538  ___________________________________________________________________
 BY0538* NAD 83(1986)-  31 09 12.     (N)    094 18 23.     (W)     SCALED    
 BY0538* NAVD 88     -        94.99   (+/-2cm)     311.6    (feet)  VERTCON   
 BY0538  ___________________________________________________________________
 BY0538  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BY0538
 BY0538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0538
 BY0538.The horizontal coordinates were scaled from a topographic map and have
 BY0538.an estimated accuracy of +/- 6 seconds.
 BY0538
 BY0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0538.The vertical order pertains to the NGVD 29 superseded value.
 BY0538
 BY0538.The geoid height was determined by GEOID03.
 BY0538
 BY0538;                    North         East    Units  Estimated Accuracy
 BY0538;SPC TX C     - 3,180,370.    1,274,330.      MT  (+/- 180 meters Scaled)
 BY0538
 BY0538                          SUPERSEDED SURVEY CONTROL
 BY0538
 BY0538  NGVD 29 (??/??/92)   95.007  (m)          311.70   (f) ADJ UNCH    2 0
 BY0538
 BY0538.Superseded values are not recommended for survey control.
 BY0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0538.See file dsdata.txt to determine how the superseded data were derived.
 BY0538
 BY0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ754473(NAD 83)
 BY0538_MARKER: DR = REFERENCE MARK DISK
 BY0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0538_STAMPING: MOTT NO 2 1931
 BY0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0538+STABILITY: SURFACE MOTION
 BY0538
 BY0538  HISTORY     - Date     Condition        Report By
 BY0538  HISTORY     - 1931     MONUMENTED       CGS
 BY0538  HISTORY     - 1949     GOOD             NGS
 BY0538  HISTORY     - 1979     GOOD             USGS
 BY0538
 BY0538                          STATION DESCRIPTION
 BY0538
 BY0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0538'7.5 MI E FROM ZAVALLA.
 BY0538'7.5 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0538'RAILROAD STATION AT ZAVALLA, THENCE 497 FEET NORTH ALONG A DIM WOODS
 BY0538'ROAD, 630 FEET SOUTH OF TRIANGULATION STATION MOTT 1931, 107 FEET
 BY0538'SOUTHEAST OF THE CENTER LINE OF A DIM WOODS ROAD, 90 FEET SOUTHEAST OF
 BY0538'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BY0538'FOOT ABOVE THE GROUND.
 BY0538
 BY0538                          STATION RECOVERY (1979)
 BY0538
 BY0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0538'4.6 MILES EAST ALONG STATE HWY. 63 FROM THE RAILROAD CROSSING IN
 BY0538'ZAVALLA, THENCE 2.8 MILES NORTH AND EAST ALONG FARM ROAD 2743 TO A
 BY0538'WOODS ROAD NORTH, THENCE 497 FT. NORTH ALONG WOODS ROAD, 630 FT.
 BY0538'SOUTH OF STATION MOTT, 107 FT SOUTHEAST OF THE WOODS ROAD, SET IN THE
 BY0538'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1286 ***********************************************************************
 AH1286  DESIGNATION -  MOTTE 1912
 AH1286  PID         -  AH1286
 AH1286  STATE/COUNTY-  TX/NUECES
 AH1286  USGS QUAD   -  PITA ISLAND (1975)
 AH1286
 AH1286                         *CURRENT SURVEY CONTROL
 AH1286  ___________________________________________________________________
 AH1286* NAD 83(1993)-  27 35 17.69698(N)    097 19 19.06286(W)     ADJUSTED  
 AH1286* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1286  ___________________________________________________________________
 AH1286  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1286  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AH1286
 AH1286  HORZ ORDER  -  THIRD
 AH1286
 AH1286.The horizontal coordinates were established by classical geodetic methods
 AH1286.and adjusted by the National Geodetic Survey in February 1996..
 AH1286
 AH1286.The orthometric height was scaled from a topographic map.
 AH1286
 AH1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1286
 AH1286.The geoid height was determined by GEOID03.
 AH1286
 AH1286;                    North         East     Units Scale Factor Converg.
 AH1286;SPC TX S     - 5,213,441.839   416,303.645   MT  0.99994712   +0 32 05.4
 AH1286;SPC TX S     -17,104,433.77  1,365,822.88   sFT  0.99994712   +0 32 05.4
 AH1286;UTM  14      - 3,052,715.410   665,625.437   MT  0.99993861   +0 46 38.3
 AH1286
 AH1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1286!SPC TX S     -   1.00000330  x   0.99994712  =   0.99995042
 AH1286!UTM  14      -   1.00000330  x   0.99993861  =   0.99994191
 AH1286
 AH1286                          SUPERSEDED SURVEY CONTROL
 AH1286
 AH1286  NAD 83(1986)-  27 35 17.70759(N)    097 19 19.03773(W) AD(       ) 3
 AH1286  NAD 27      -  27 35 16.57000(N)    097 19 18.06000(W) AD(       ) 3
 AH1286
 AH1286.Superseded values are not recommended for survey control.
 AH1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1286.See file dsdata.txt to determine how the superseded data were derived.
 AH1286
 AH1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6562552715(NAD 83)
 AH1286_MARKER: Z = SEE DESCRIPTION
 AH1286_SETTING: 0 = UNSPECIFIED SETTING
 AH1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1286
 AH1286  HISTORY     - Date     Condition        Report By
 AH1286  HISTORY     - 1912     MONUMENTED       CGS
 AH1286  HISTORY     - 1951     MARK NOT FOUND   CGS
 AH1286  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1286
 AH1286                          STATION DESCRIPTION
 AH1286
 AH1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AH1286'THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NO EVIDENCE
 AH1286'OF THE STATION WAS FOUND.  IT WAS NOT DESCRIBED ORIGINALLY
 AH1286'AND IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS
 AH1286'LOST.
 AH1286
 AH1286                          STATION RECOVERY (2001)
 AH1286
 AH1286'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH1286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0646 ***********************************************************************
 AW0646  DESIGNATION -  MOTTO
 AW0646  PID         -  AW0646
 AW0646  STATE/COUNTY-  TX/GALVESTON
 AW0646  USGS QUAD   -  SAN LUIS PASS (1974)
 AW0646
 AW0646                         *CURRENT SURVEY CONTROL
 AW0646  ___________________________________________________________________
 AW0646* NAD 83(1993)-  29 05 45.19874(N)    095 06 40.17855(W)     ADJUSTED  
 AW0646* NAVD 88     -         1.030  (meters)       3.38   (feet)  ADJUSTED  
 AW0646  ___________________________________________________________________
 AW0646  X           -    -496,903.950 (meters)                     COMP
 AW0646  Y           -  -5,555,477.452 (meters)                     COMP
 AW0646  Z           -   3,083,179.962 (meters)                     COMP
 AW0646  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AW0646  ELLIP HEIGHT-         -25.38  (meters)          (02/16/96) GPS OBS
 AW0646  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW0646  DYNAMIC HT  -           1.028 (meters)       3.37  (feet)  COMP
 AW0646  MODELED GRAV-     979,245.3   (mgal)                       NAVD 88
 AW0646
 AW0646  HORZ ORDER  -  SECOND
 AW0646  VERT ORDER  -  FIRST     CLASS I
 AW0646  ELLP ORDER  -  FIFTH     CLASS I
 AW0646
 AW0646.The horizontal coordinates were established by classical geodetic methods
 AW0646.and adjusted by the National Geodetic Survey in February 1996..
 AW0646
 AW0646.The orthometric height was determined by differential leveling
 AW0646.and adjusted by the National Geodetic Survey in June 1991..
 AW0646
 AW0646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0646
 AW0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0646
 AW0646.The ellipsoidal height was determined by GPS observations
 AW0646.and is referenced to NAD 83.
 AW0646
 AW0646.The geoid height was determined by GEOID03.
 AW0646
 AW0646.The dynamic height is computed by dividing the NAVD 88
 AW0646.geopotential number by the normal gravity value computed on the
 AW0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0646.degrees latitude (g = 980.6199 gals.).
 AW0646
 AW0646.The modeled gravity was interpolated from observed gravity values.
 AW0646
 AW0646;                    North         East     Units Scale Factor Converg.
 AW0646;SPC TXSC     - 4,146,217.644   978,455.758   MT  0.99987189   +1 54 18.7
 AW0646;SPC TXSC     -13,603,049.05  3,210,150.27   sFT  0.99987189   +1 54 18.7
 AW0646;UTM  15      - 3,220,450.536   294,538.470   MT  1.00012095   -1 01 37.1
 AW0646
 AW0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0646!SPC TXSC     -   1.00000399  x   0.99987189  =   0.99987588
 AW0646!UTM  15      -   1.00000399  x   1.00012095  =   1.00012494
 AW0646
 AW0646:                Primary Azimuth Mark                     Grid Az
 AW0646:SPC TXSC     -  SAN LUIS COAST GUARD STA CUP             052 27 14.4
 AW0646:UTM  15      -  SAN LUIS COAST GUARD STA CUP             055 23 10.2
 AW0646
 AW0646|---------------------------------------------------------------------|
 AW0646| PID    Reference Object                     Distance      Geod. Az  |
 AW0646|                                                           dddmmss.s |
 AW0646| AW6787 SAN LUIS COAST GUARD STA CUP        APPROX. 3.4 KM 0542133.1 |
 AW0646| AW0647 MOTTO RM 1                           23.170 METERS 05424     |
 AW0646| AW0648 MOTTO RM 2                           29.330 METERS 13756     |
 AW0646| AW5710 HGCSD 61                            300.102 METERS 16942     |
 AW0646| AW6790 LUIS                                384.211 METERS 18359     |
 AW0646| AW6802 BRIDGE                              APPROX. 2.5 KM 2170759.0 |
 AW0646|---------------------------------------------------------------------|
 AW0646
 AW0646                          SUPERSEDED SURVEY CONTROL
 AW0646
 AW0646  ELLIP H (01/21/93)  -25.66   (m)                       GP(       ) 4 2
 AW0646  NAD 83(1986)-  29 05 45.20946(N)    095 06 40.15950(W) AD(       ) 2
 AW0646  NAD 27      -  29 05 44.33800(N)    095 06 39.41600(W) AD(       ) 2
 AW0646  NGVD 29 (12/23/87)    1.027  (m)            3.37   (f) ADJUSTED    1 1
 AW0646
 AW0646.Superseded values are not recommended for survey control.
 AW0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0646.See file dsdata.txt to determine how the superseded data were derived.
 AW0646
 AW0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9453820451(NAD 83)
 AW0646_MARKER: DS = TRIANGULATION STATION DISK
 AW0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0646_SP_SET: CONCRETE POST
 AW0646_STAMPING: MOTTO 1933
 AW0646_MARK LOGO: CGS   
 AW0646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0646+STABILITY: SURFACE MOTION
 AW0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0646+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 AW0646
 AW0646  HISTORY     - Date     Condition        Report By
 AW0646  HISTORY     - 1933     MONUMENTED       CGS
 AW0646  HISTORY     - 1939     GOOD             CGS
 AW0646  HISTORY     - 1951     GOOD             CGS
 AW0646  HISTORY     - 1954     GOOD             WESGEO
 AW0646  HISTORY     - 1960     GOOD             HLPCO
 AW0646  HISTORY     - 1960     GOOD             CGS
 AW0646  HISTORY     - 1964     GOOD             CGS
 AW0646  HISTORY     - 1964     GOOD             CGS
 AW0646  HISTORY     - 1964     GOOD             NGS
 AW0646  HISTORY     - 1969     GOOD             CGS
 AW0646  HISTORY     - 1978     GOOD             NGS
 AW0646  HISTORY     - 1978     GOOD             NGS
 AW0646  HISTORY     - 1979     GOOD             NOS
 AW0646  HISTORY     - 1979     GOOD             NOS
 AW0646  HISTORY     - 1979     GOOD             NGS
 AW0646  HISTORY     - 1982     GOOD             NOS
 AW0646  HISTORY     - 1987     GOOD             NGS
 AW0646  HISTORY     - 1987     GOOD             USPSQD
 AW0646  HISTORY     - 1987     GOOD             USPSQD
 AW0646  HISTORY     - 1987     GOOD             NGS
 AW0646  HISTORY     - 1990     GOOD             USPSQD
 AW0646  HISTORY     - 19910518 GOOD             USPSQD
 AW0646  HISTORY     - 19990306 GOOD             USPSQD
 AW0646  HISTORY     - 20031209 GOOD             USPSQD
 AW0646  HISTORY     - 20041213 GOOD             USPSQD
 AW0646  HISTORY     - 20051218 GOOD             USPSQD
 AW0646
 AW0646                          STATION DESCRIPTION
 AW0646
 AW0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW0646'STATION IS LOCATED ON THE SW END OF GALVESTON ISLAND, ABOUT
 AW0646'2-1/2 MILES SW OF SAN LUIS COAST GUARD STATION, AND ABOUT
 AW0646'0.3 MILE FROM THE EXTREME END OF THE ISLAND.  IT IS 80 METERS
 AW0646'ESE OF THE WEST BAY SHORE, 30.5 METERS NE OF FENCELINE
 AW0646'LEADING NE AND SW, 10 METERS E FROM CENTER LINE OF ROAD
 AW0646'RUNNING ALONG SHORE, AND 346 METERS SE OF WINDMILL NE OF
 AW0646'GASPER AMATOS HOUSE.
 AW0646'
 AW0646'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW0646'SET IN CONCRETE.
 AW0646'
 AW0646'HEIGHT OF LIGHT ABOVE STATION MARK - 5.5 METERS.
 AW0646
 AW0646                          STATION RECOVERY (1939)
 AW0646
 AW0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GRS)
 AW0646'ABOUT 24.8 MILES SOUTHEAST OF THE BUCCANEER HOTEL AT GALVESTON,
 AW0646'AT THE SOUTHWEST END OF GALVESTON ISLAND, AT SAN LUIS PASS,
 AW0646'ABOUT 2.7 MILES SOUTHWEST OF THE SAN LUIS COAST GUARD STATION,
 AW0646'ABOUT 1,145 FEET NORTHWEST OF THE G.V. AMOTTO WINDMILL, ABOUT
 AW0646'1,030 FEET NORTH-EAST OF TIDAL BENCH MARK 1 DESCRIBED ABOVE,
 AW0646'AND ABOUT 195 FEET SOUTHEAST OF THE WEST SHORE LINE.  A
 AW0646'STANDARD TRIANGULATION STATION DISK, STAMPED MOTTO 1933 AND
 AW0646'SET IN THE TOP OF A CONCRETE POST.  (1.279 METERS OR 4.196
 AW0646'FEET)
 AW0646'
 AW0646'R.M. 1--ABOUT 24.8 MILES SOUTHEAST OF THE BUCCANEER HOTEL AT
 AW0646'GALVESTON, AT THE SOUTHWEST END OF GALVESTON ISLAND, AT SAN LUIS
 AW0646'PASS, ABOUT 2.7 MILES SOUTHWEST OF THE SAN LUIS COAST GUARD STATION,
 AW0646'AND ABOUT 75 FEET NORTHEAST OF TRIANGULATION STATION MOTTO,
 AW0646'DESCRIBED ABOVE.  A STANDARD REFERENCE MARK DISK, STAMPED
 AW0646'MOTTO NO. 1 1933 AND SET IN THE TOP OF A CONCRETE POST.
 AW0646'(1.382 METERS OR 4.534 FEET.)
 AW0646'
 AW0646'R.M. 2--ABOUT 24.8 MILES SOUTHEAST OF THE BUCCANEER HOTEL AT
 AW0646'GALVESTON, AT THE SOUTHWEST END OF GALVSTON ISLAND, AT SAN LUIS
 AW0646'PASS, ABOUT 2.7 MILES SOUTHWEST OF THE SAN LUIS COAST GUARD STATION,
 AW0646'AND ABOUT 100 FEET SOUTHEAST OF TRIANGULATION MOTTO DESCRIBED
 AW0646'ABOVE.  A STANDARD REFERENCE MARK DISK, STAMPED MOTTO 1933
 AW0646'NO. 2 AND SET IN THE TOP OF A CONCRETE POST.  (1.638 METERS
 AW0646'OR 5.374 FEET.)
 AW0646
 AW0646                          STATION RECOVERY (1951)
 AW0646
 AW0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AW0646'STATION IS 2.8 MI. SW ALONG SEA WALL BOULEVARD FROM THE
 AW0646'BUCCANEER HOTEL AT GALVESTON, THENCE 20.5 MI. SW ALONG THE
 AW0646'BEACH, THENCE 0.2 MI. NW ALONG A ROAD LEADING TO SAN LUIS PASS
 AW0646'CAMP, THENCE 0.2 MI. SW, THENCE 0.3 MI. W ACROSS A PASTURE,
 AW0646'200.8 FT. SE OF THE SHORELINE, 118 FT. SE OF THE CENTERLINE
 AW0646'OF A TRAIL LEADING NE, AND 10 FT. W OF A POST.  IT IS A
 AW0646'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE
 AW0646'POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, STAMPED MOTTO
 AW0646'1933.
 AW0646'
 AW0646'REFERENCE MARK 1 IS 76 FT. SE OF THE STATION, 162 FT. SE
 AW0646'OF THE CENTERLINE OF A TRAIL LEADING NE, AND SET IN THE TOP
 AW0646'OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND.
 AW0646'IT IS A REFERENCE-MARK DISK, STAMPED MOTTO NO 1 1933.
 AW0646'
 AW0646'REFERENCE MARK 2 IS 96 FT. NE OF THE STATION, 215.6 FT. SE
 AW0646'OF THE CENTERLINE OF A TRAIL LEADING NE, AND 59 FT. SW OF
 AW0646'A GROUP OF SHRUBS.  IT IS A REFERENCE-MARK DISK, SET IN THE
 AW0646'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE
 AW0646'GROUND, AND STAMPED MOTTO NO 2 1933.
 AW0646
 AW0646                          STATION RECOVERY (1954)
 AW0646
 AW0646'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 AW0646'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  WOOD TOWER,
 AW0646'APPROXIMATELY 20 FT. HIGH, IS BUILT OVER THE STATION.
 AW0646
 AW0646                          STATION RECOVERY (1960)
 AW0646
 AW0646'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1960 (JMC)
 AW0646'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AW0646'CONDITION.
 AW0646
 AW0646                          STATION RECOVERY (1960)
 AW0646
 AW0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW0646'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW0646'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED IN ACCORDANCE
 AW0646'WITH THE ORIGINAL DESCRIPTION.  THE 1951 RECOVERY NOTE BY W.M.H.
 AW0646'IS COMPLETE.
 AW0646
 AW0646                          STATION RECOVERY (1964)
 AW0646
 AW0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0646'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE
 AW0646'MOODY CENTER AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE
 AW0646'BEACH, THENCE 0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE
 AW0646'18.75 MILES SOUTHWEST ALONG STEWART ROAD, THENCE 0.3 MILE
 AW0646'NORTHWEST ALONG A SHELL ROAD, THENCE 0.5 MILE SOUTHWEST
 AW0646'ALONG THE NORTHWEST SHORELINE OF THE ISLAND, 100 FEET SOUTHEAST
 AW0646'OF THE NORTHWEST BANK OF THE NORTHWEST SHORELINE OF THE ISLAND,
 AW0646'13 FEET SOUTHEAST OF THE CENTER LINE OF A DIM TRAIL ROAD,
 AW0646'1.7 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT LEVEL
 AW0646'WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW0646'PROJECTING 1 INCH.
 AW0646'
 AW0646'R.M. 1 IS 21 FEET SOUTHEAST OF THE CENTER LINE OF A DIM TRAIL
 AW0646'ROAD, 76 FEET NORTHEAST OF THE STATION MARK, ABOUT LEVEL
 AW0646'WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW0646'PROJECTING 3 INCHES.
 AW0646'
 AW0646'R.M. 2 IS ABOUT 83 YARDS SOUTHEAST OF THE SHORELINE, 109
 AW0646'FEET SOUTHEAST OF THE CENTER LINE OF A DIM TRAIL ROAD, 96-1/2
 AW0646'FEET SOUTHEAST OF THE STATION MARK, ABOUT LEVEL WITH THE TRAIL
 AW0646'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW0646
 AW0646                          STATION RECOVERY (1964)
 AW0646
 AW0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WHD)
 AW0646'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW0646'STATION IS FLUSH WITH GROUND, WITNESS POST HAS BEEN DESTROYED.
 AW0646'DESCRIPTION IS ADEQUATE.  HOWEVER, THE COAST GUARD STATION
 AW0646'HAS BEEN DEMOLISHED BUT THE SITE IS STILL VISIBLE.  THE
 AW0646'STATION IS INTERVISIBLE AT GROUND LEVEL WITH USC AND GS
 AW0646'STATION WRECK, ACROSS SAN LUIS PASS TO THE WEST.
 AW0646
 AW0646                          STATION RECOVERY (1964)
 AW0646
 AW0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0646'26.3 MI SW FROM GALVESTON.
 AW0646'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0646'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0646'NORTHWEST ALONG A PAVED ROAD, THENCE 18.75 MILES SOUTHWEST ALONG
 AW0646'STEWART ROAD, THENCE 0.3 MILE NORTHWEST ALONG A SHELL ROAD, THENCE 0.5
 AW0646'MILE SOUTHWEST ALONG THE NORTHWEST SHORELINE OF THE ISLAND, 100 FEET
 AW0646'SOUTHEAST OF THE NORTHWEST BANK OF THE NORTHWEST SHORELINE OF THE
 AW0646'ISLAND, 13 FEET SOUTHEAST OF THE CENTER LINE OF A DIM TRAIL ROAD, 1.7
 AW0646'FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRAIL
 AW0646'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 AW0646
 AW0646                          STATION RECOVERY (1969)
 AW0646
 AW0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DMF)
 AW0646'RECOVERED.  RECOVERED AS DESCRIBED BY W.H.D. IN 1964.
 AW0646
 AW0646                          STATION RECOVERY (1978)
 AW0646
 AW0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW0646'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AW0646'CONDITION.  THE DIRECTION BETWEEN THE REFERENCE MARKS COMPARED
 AW0646'FAVORABLY WITH 1933 OBSERVATIONS.  SHORTER DISTANCES OF 0.012
 AW0646'METER TO REFERENCE MARK 1 AND 0.007 METER TO REFERENCE MARK 2
 AW0646'WAS NOTED AND VERIFIED AT THIS TIME, HOWEVER, 1933 MEASUREMENTS
 AW0646'WERE ONLY CARRIED TO THE CENTIMETER.  FOLLOWING IS A COMPLETE
 AW0646'NEW DESCRIPTION.
 AW0646'
 AW0646'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF SURFSIDE,
 AW0646'10 MILES SOUTHWEST OF THE SMALL VILLAGE OF JAMAICA BEACH, AND
 AW0646'0.5 MILE NORTHEAST OF THE TOLL BOOTH FOR THE BRIDGE OVER SAN
 AW0646'LUIS PASS.  PERMISSION GRANTED TO USE THE STATION FROM
 AW0646'MR. CHARLES TIGNER, TRUST DEPARTMENT, TEXAS COMMERCE BANK,
 AW0646'P.O. BOX 2558, HOUSTON, TEXAS 77001.
 AW0646'
 AW0646'TO REACH THE STATION FROM THE TOLL BOOTH AT THE NORTHEAST END
 AW0646'OF THE BRIDGE OVER SAN LUIS PASS, GO NORTHEAST ON FARM ROAD
 AW0646'3005 FOR 0.1 TO A SIDE ROAD LEFT.  TURN SHARP LEFT AND GO
 AW0646'SOUTHWEST ON A GRAVELED ROAD FOR 0.1 MILE TO ROOSTER COLLINS
 AW0646'FISH CAMP.  TURN RIGHT, PASSING THROUGH A GATE AT THE EAST
 AW0646'SIDE OF THE FISH CAMP AND GO NORTHEAST AND NORTH FOR 0.2 MILE
 AW0646'TO A METAL GATE.  PASS THROUGH THE GATE AND GO NORTHEAST ON
 AW0646'TRACK ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 AW0646'
 AW0646'THE STATION IS A COAST AND GEODETIC SURVEY DISK
 AW0646'STAMPED---MOTTO 1933---,
 AW0646'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AW0646'SIDE FLUSH WITH THE GROUND.  IT IS
 AW0646'18.0 FEET EAST-SOUTHEAST FROM A METAL WITNESS POST AND
 AW0646'3.6 FEET WEST-NORTHWEST FROM THE CENTER OF A TRACK ROAD.
 AW0646'
 AW0646'REFERENCE MARK 1 IS A COAST AND GEODETIC SURVEY DISK
 AW0646'STAMPED---MOTTO NO 1 1933---,
 AW0646'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AW0646'SIDE PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 AW0646'13.0 FEET WEST-SOUTHWEST FROM THE CENTER OF THE TRACK ROAD AND
 AW0646'1.0 FEET WEST FROM A METAL WITNESS POST.
 AW0646'
 AW0646'REFERENCE MARK 2 IS A COAST AND GEODETIC SURVEY DISK
 AW0646'STAMPED---MOTTO NO 2 1933---,
 AW0646'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AW0646'SIDE PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AW0646'74.0 FEET WEST-SOUTHWEST FROM THE CENTER OF THE TRACK ROAD AND
 AW0646'1.4 FEET WEST-NORTHWEST FROM A METAL WITNESS POST.
 AW0646'
 AW0646'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.3 METERS.
 AW0646'STATION BRIDGE CAN BE USED AS AN AZIMUTH MARK.
 AW0646
 AW0646                          STATION RECOVERY (1978)
 AW0646
 AW0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0646'RECOVERED IN GOOD CONDITION.
 AW0646
 AW0646                          STATION RECOVERY (1979)
 AW0646
 AW0646'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW0646'RECOVERED AS DESCRIBED.
 AW0646
 AW0646                          STATION RECOVERY (1979)
 AW0646
 AW0646'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW0646'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 AW0646'IN GOOD CONDITION.  DISTANCES TO THE REFERENCE MARKS
 AW0646'COMPARED FAVORABLY WITH THE 1978 OBSERVATIONS.
 AW0646
 AW0646                          STATION RECOVERY (1979)
 AW0646
 AW0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW0646'STATION MARK, REFERENCE MARKS 1 AND 2 ALL WERE RECOVERED IN GOOD
 AW0646'CONDITION.
 AW0646'
 AW0646'STATION MARK IS ABOUT 105 YARDS NNE OF A RANCH GATE.  REFERENCE
 AW0646'MARK 1 IS 12 FEET SOUTHEAST OF A DIM TRAIL ROAD, NOT 21 FEET.
 AW0646'
 AW0646'THE RECOVERY NOTE OF BIW IN 1964 IS OTHERWISE ADEQUATE.
 AW0646'
 AW0646'DESCRIBED--RAH
 AW0646'
 AW0646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BAY HARBOR, 3.4
 AW0646'MILES SW OF.
 AW0646
 AW0646                          STATION RECOVERY (1982)
 AW0646
 AW0646'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW0646'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW0646
 AW0646                          STATION RECOVERY (1987)
 AW0646
 AW0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW0646'THE STATION WAS RECOVERED AT THIS DATE.
 AW0646'
 AW0646'THE STATION IS LOCATED AT THE SOUTHWEST END OF GALVESTON ISLAND,
 AW0646'ABOUT 0.8 KM (0.5 MI) NORTHEAST OF A TOLL BOOTH AT THE NORTHEAST
 AW0646'END OF THE BRIDGE OVER THE SAN LUIS PASS.
 AW0646'OWNERSHIP--UNKNOWN.
 AW0646'
 AW0646'TO REACH THE STATION FROM THE TOLL BOOTH AT THE NORTHEAST END OF
 AW0646'BRIDGE, GO NORTHEAST ON FARM ROAD 3005 FOR 0.2 KM (0.15 MI) TO A
 AW0646'ROAD LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.2 KM (0.1 MI) TO A
 AW0646'SAND ROAD RIGHT.  TURN RIGHT, NORTHWEST, PASSING BY A POWER POLE
 AW0646'WITH ONE TRANSFORMER FOR 0.2 KM (0.1 MI) TO A TRACK CROSSROAD.
 AW0646'TURN RIGHT, NORTHEAST, FOR 0.2 KM (0.1 MI) TO A FORK.  BEAR RIGHT,
 AW0646'STAYING ON MAIN TRACK ROAD FOR 0.1 KM (0.05 MI) TO A TRACK ROAD
 AW0646'LEFT LEADING WEST.  CONTINUE NORTH FOR ABOUT 20.0 METERS (65.6 FT)
 AW0646'TO THE STATION ON THE LEFT.
 AW0646'
 AW0646'THE STATION IS A STANDARD CGS DISK
 AW0646'STAMPED---MOTTO 1933---,
 AW0646'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AW0646'25 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 AW0646'22.6 METERS (74.1 FT) NORTH-NORTHWEST FROM THE TRACK ROAD LEADING
 AW0646'WEST,
 AW0646'4.1 METERS (13.5 FT) WEST-NORTHWEST FROM THE MAIN TRACK ROAD,
 AW0646'0.6 METERS (2.0 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST AND
 AW0646'0.1 METER (0.3 FT) WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 AW0646'THE UNDERGROUND MARK WAS NOT CHECKED AT THIS TIME.
 AW0646'
 AW0646'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW0646'
 AW0646'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW0646'
 AW0646'DESCRIBED BY B.L. LAMBERT.
 AW0646
 AW0646                          STATION RECOVERY (1987)
 AW0646
 AW0646'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0646'RECOVERED IN GOOD CONDITION.
 AW0646
 AW0646                          STATION RECOVERY (1987)
 AW0646
 AW0646'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW0646'RECOVERED IN GOOD CONDITION.
 AW0646
 AW0646                          STATION RECOVERY (1987)
 AW0646
 AW0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0646'RECOVERED IN GOOD CONDITION.
 AW0646
 AW0646                          STATION RECOVERY (1990)
 AW0646
 AW0646'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0646'RECOVERED IN GOOD CONDITION.
 AW0646
 AW0646                          STATION RECOVERY (1991)
 AW0646
 AW0646'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0646'RECOVERED IN GOOD CONDITION.
 AW0646
 AW0646                          STATION RECOVERY (1999)
 AW0646
 AW0646'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0646'RECOVERED IN GOOD CONDITION.
 AW0646
 AW0646                          STATION RECOVERY (2003)
 AW0646
 AW0646'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0646'THE STATION BEARS 033 DEGREES FROM THE OLD CONCRETE FOUNDATION OF THE
 AW0646'COAST GUARD STATION. THIS IS THE SINGLE MOST OBVIOUS STRUCTURE IN A
 AW0646'BALD COW PASTURE.  IT IS 1 FOOT HIGH AND 6 FOOT BY 10 FOOT IN SIZE.
 AW0646'FROM THE POINT WHERE THE OLD COMMODE WAS IT IS 672 FEET TO THE STATION
 AW0646'ON A BEARING OF 033 DEGREES MAGNATIC, ENE.  A NEW WITNESS POST WAS
 AW0646'INSTALLED 1 FOOT WEST OF THE MARK.
 AW0646
 AW0646                          STATION RECOVERY (2004)
 AW0646
 AW0646'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0646'RECOVERED IN GOOD CONDITION.
 AW0646
 AW0646                          STATION RECOVERY (2005)
 AW0646
 AW0646'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0646'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0647 ***********************************************************************
 AW0647  DESIGNATION -  MOTTO RM 1
 AW0647  PID         -  AW0647
 AW0647  STATE/COUNTY-  TX/GALVESTON
 AW0647  USGS QUAD   -  SAN LUIS PASS (1974)
 AW0647
 AW0647                         *CURRENT SURVEY CONTROL
 AW0647  ___________________________________________________________________
 AW0647* NAD 83(1986)-  29 05 45.     (N)    095 06 40.     (W)     SCALED    
 AW0647* NAVD 88     -         1.130  (meters)       3.71   (feet)  ADJUSTED  
 AW0647  ___________________________________________________________________
 AW0647  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW0647  DYNAMIC HT  -           1.128 (meters)       3.70  (feet)  COMP
 AW0647  MODELED GRAV-     979,245.3   (mgal)                       NAVD 88
 AW0647
 AW0647  VERT ORDER  -  FIRST     CLASS I
 AW0647
 AW0647.The horizontal coordinates were scaled from a topographic map and have
 AW0647.an estimated accuracy of +/- 6 seconds.
 AW0647
 AW0647.The orthometric height was determined by differential leveling
 AW0647.and adjusted by the National Geodetic Survey in June 1991..
 AW0647
 AW0647.The geoid height was determined by GEOID03.
 AW0647
 AW0647.The dynamic height is computed by dividing the NAVD 88
 AW0647.geopotential number by the normal gravity value computed on the
 AW0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0647.degrees latitude (g = 980.6199 gals.).
 AW0647
 AW0647.The modeled gravity was interpolated from observed gravity values.
 AW0647
 AW0647;                    North         East    Units  Estimated Accuracy
 AW0647;SPC TXSC     - 4,146,210.      978,460.      MT  (+/- 180 meters Scaled)
 AW0647
 AW0647                          SUPERSEDED SURVEY CONTROL
 AW0647
 AW0647  NGVD 29 (12/23/87)    1.127  (m)            3.70   (f) ADJUSTED    1 1
 AW0647
 AW0647.Superseded values are not recommended for survey control.
 AW0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0647.See file dsdata.txt to determine how the superseded data were derived.
 AW0647
 AW0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945204(NAD 83)
 AW0647_MARKER: DR = REFERENCE MARK DISK
 AW0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0647_SP_SET: CONCRETE POST
 AW0647_STAMPING: MOTTO NO 1 1933
 AW0647_MARK LOGO: CGS   
 AW0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0647+STABILITY: SURFACE MOTION
 AW0647
 AW0647  HISTORY     - Date     Condition        Report By
 AW0647  HISTORY     - 1933     MONUMENTED       CGS
 AW0647  HISTORY     - 1964     GOOD             NGS
 AW0647  HISTORY     - 1978     GOOD             NGS
 AW0647  HISTORY     - 1987     GOOD             USPSQD
 AW0647  HISTORY     - 1987     GOOD             NGS
 AW0647  HISTORY     - 1990     GOOD             USPSQD
 AW0647  HISTORY     - 19910518 GOOD             USPSQD
 AW0647  HISTORY     - 19990306 GOOD             USPSQD
 AW0647  HISTORY     - 20031209 POOR             USPSQD
 AW0647  HISTORY     - 20041213 POOR             USPSQD
 AW0647  HISTORY     - 20051218 POOR             USPSQD
 AW0647
 AW0647                          STATION DESCRIPTION
 AW0647
 AW0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0647'26.3 MI SW FROM GALVESTON.
 AW0647'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0647'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0647'NORTHWEST ALONG A PAVED ROAD, THENCE 18.75 MILES SOUTHWEST ALONG
 AW0647'STEWART ROAD, THENCE 0.3 MILE NORTHWEST ALONG A SHELL ROAD, THENCE 0.5
 AW0647'MILE SOUTHWEST ALONG THE NORTHWEST SHORE OF THE ISLAND, 21 FEET
 AW0647'SOUTHEAST OF THE CENTER LINE OF A DIM TRAIL ROAD, 76 FEET NORTHEAST OF
 AW0647'MOTTO 1933, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 AW0647'CONCRETE POST PROJECTING 3 INCHES.
 AW0647
 AW0647                          STATION RECOVERY (1978)
 AW0647
 AW0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0647'RECOVERED IN GOOD CONDITION.
 AW0647
 AW0647                          STATION RECOVERY (1987)
 AW0647
 AW0647'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW0647'RECOVERED IN GOOD CONDITION.
 AW0647
 AW0647                          STATION RECOVERY (1987)
 AW0647
 AW0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0647'RECOVERED IN GOOD CONDITION.
 AW0647
 AW0647                          STATION RECOVERY (1990)
 AW0647
 AW0647'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0647'RECOVERED IN GOOD CONDITION.
 AW0647
 AW0647                          STATION RECOVERY (1991)
 AW0647
 AW0647'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0647'RECOVERED IN GOOD CONDITION.
 AW0647
 AW0647                          STATION RECOVERY (1999)
 AW0647
 AW0647'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0647'RECOVERED IN GOOD CONDITION.
 AW0647
 AW0647                          STATION RECOVERY (2003)
 AW0647
 AW0647'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0647'THIS MARK DOES NOT MEET NGS STANDARDS. THE MARK IS 100 FEET 6 INCHES
 AW0647'SE OF THE PRIMARY STATION, MOTTO. IT HAS BEEN MOVED ABOUT 6 INCHES
 AW0647'FROM ITS ORIGINAL LOCATION. THE DISK IS IN PLACE BUT THE CONCRETE HAS
 AW0647'BEEN TILTED AND THE DISK FACE IS POINTING 85 DEGREES FROM VERTICAL.
 AW0647'THE DISK IS FACING ESE.  A NEW WITNESS POST WAS INSTALLED 1 FOOT SW OF
 AW0647'THE MARK
 AW0647
 AW0647                          STATION RECOVERY (2004)
 AW0647
 AW0647'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0647'MARK RECOVERED IN POOR CONDITION.
 AW0647
 AW0647                          STATION RECOVERY (2005)
 AW0647
 AW0647'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0647'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0648 ***********************************************************************
 AW0648  DESIGNATION -  MOTTO RM 2
 AW0648  PID         -  AW0648
 AW0648  STATE/COUNTY-  TX/GALVESTON
 AW0648  USGS QUAD   -  SAN LUIS PASS (1974)
 AW0648
 AW0648                         *CURRENT SURVEY CONTROL
 AW0648  ___________________________________________________________________
 AW0648* NAD 83(1986)-  29 05 45.     (N)    095 06 40.     (W)     SCALED    
 AW0648* NAVD 88     -         1.47   (+/-2cm)       4.8    (feet)  VERTCON   
 AW0648  ___________________________________________________________________
 AW0648  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW0648
 AW0648  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0648
 AW0648.The horizontal coordinates were scaled from a topographic map and have
 AW0648.an estimated accuracy of +/- 6 seconds.
 AW0648
 AW0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0648.The vertical order pertains to the NGVD 29 superseded value.
 AW0648
 AW0648.The geoid height was determined by GEOID03.
 AW0648
 AW0648;                    North         East    Units  Estimated Accuracy
 AW0648;SPC TXSC     - 4,146,210.      978,460.      MT  (+/- 180 meters Scaled)
 AW0648
 AW0648                          SUPERSEDED SURVEY CONTROL
 AW0648
 AW0648  NGVD 29 (??/??/92)    1.467  (m)            4.81   (f) ADJ UNCH    1 1
 AW0648
 AW0648.Superseded values are not recommended for survey control.
 AW0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0648.See file dsdata.txt to determine how the superseded data were derived.
 AW0648
 AW0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945204(NAD 83)
 AW0648_MARKER: DR = REFERENCE MARK DISK
 AW0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0648_SP_SET: CONCRETE POST
 AW0648_STAMPING: MOTTO NO 2 1933
 AW0648_MARK LOGO: CGS   
 AW0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0648+STABILITY: SURFACE MOTION
 AW0648
 AW0648  HISTORY     - Date     Condition        Report By
 AW0648  HISTORY     - 1933     MONUMENTED       CGS
 AW0648  HISTORY     - 1964     GOOD             NGS
 AW0648  HISTORY     - 1978     GOOD             NGS
 AW0648  HISTORY     - 1987     POOR             USPSQD
 AW0648  HISTORY     - 1987     POOR             NGS
 AW0648  HISTORY     - 1990     POOR             USPSQD
 AW0648  HISTORY     - 19910518 POOR             USPSQD
 AW0648  HISTORY     - 19990306 POOR             USPSQD
 AW0648  HISTORY     - 20031209 POOR             USPSQD
 AW0648  HISTORY     - 20041213 POOR             USPSQD
 AW0648  HISTORY     - 20051218 POOR             USPSQD
 AW0648
 AW0648                          STATION DESCRIPTION
 AW0648
 AW0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0648'26.3 MI SW FROM GALVESTON.
 AW0648'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0648'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0648'NORTHWEST ALONG A PAVED ROAD, THENCE 18.75 MILES SOUTHWEST ALONG
 AW0648'STEWART ROAD, THENCE 0.3 MILE NORTHWEST ALONG A SHELL ROAD, THENCE 0.5
 AW0648'MILE SOUTHWEST ALONG THE NORTHWEST SHORE OF THE ISLAND, ABOUT 83 YARDS
 AW0648'SOUTHEAST OF THE SHORELINE, 109 FEET SOUTHEAST OF THE CENTER LINE OF A
 AW0648'DIM TRAIL ROAD, 96 1/2 FEET SOUTHEAST OF MOTTO 1933, ABOUT LEVEL WITH
 AW0648'THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 AW0648'INCHES.
 AW0648
 AW0648                          STATION RECOVERY (1978)
 AW0648
 AW0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0648'RECOVERED IN GOOD CONDITION.
 AW0648
 AW0648                          STATION RECOVERY (1987)
 AW0648
 AW0648'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW0648'MARK RECOVERED IN POOR CONDITION.
 AW0648
 AW0648                          STATION RECOVERY (1987)
 AW0648
 AW0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0648'RECOVERED IN POOR CONDITION.  THE MONUMENT HAS BEEN HIT AND IS LEANING
 AW0648'TO THE NORTH ABOUT 45 DEGREES AND NO LONGER MEETS NGS STANDARDS.  NOT
 AW0648'LEVELED TO THIS SURVEY.
 AW0648
 AW0648                          STATION RECOVERY (1990)
 AW0648
 AW0648'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0648'MARK RECOVERED IN POOR CONDITION.
 AW0648
 AW0648                          STATION RECOVERY (1991)
 AW0648
 AW0648'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0648'MARK RECOVERED IN POOR CONDITION.
 AW0648
 AW0648                          STATION RECOVERY (1999)
 AW0648
 AW0648'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0648'MARK RECOVERED IN POOR CONDITION.
 AW0648
 AW0648                          STATION RECOVERY (2003)
 AW0648
 AW0648'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0648'THIS MARK DOES NOT MEET NGS STANDARDS. THE MARK IS 100 FEET 6 INCHES
 AW0648'SE OF THE PRIMARY STATION, MOTTO. IT HAS BEEN MOVED ABOUT 6 INCHES
 AW0648'FROM ITS ORIGINAL LOCATION. THE DISK IS IN PLACE BUT THE CONCRETE HAS
 AW0648'BEEN TILTED AND THE DISK FACE IS POINTING 85 DEGREES FROM VERTICAL.
 AW0648'THE DISK IS FACING ESE.  A NEW WITNESS POST WAS INSTALLED 1 FOOT SW OF
 AW0648'THE MARK
 AW0648
 AW0648                          STATION RECOVERY (2004)
 AW0648
 AW0648'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0648'MARK RECOVERED IN POOR CONDITION.
 AW0648
 AW0648                          STATION RECOVERY (2005)
 AW0648
 AW0648'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0648'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2583 ***********************************************************************
 AX2583  DESIGNATION -  MOULTON MUNICIPAL TANK
 AX2583  PID         -  AX2583
 AX2583  STATE/COUNTY-  TX/LAVACA
 AX2583  USGS QUAD   -  MOULTON (1981)
 AX2583
 AX2583                         *CURRENT SURVEY CONTROL
 AX2583  ___________________________________________________________________
 AX2583* NAD 83(1993)-  29 34 25.66249(N)    097 08 47.69621(W)     ADJUSTED  
 AX2583* NAVD 88     -                                                        
 AX2583  ___________________________________________________________________
 AX2583  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AX2583  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX2583
 AX2583  HORZ ORDER  -  THIRD
 AX2583
 AX2583.The horizontal coordinates were established by classical geodetic methods
 AX2583.and adjusted by the National Geodetic Survey in February 1996..
 AX2583
 AX2583
 AX2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2583
 AX2583.The geoid height was determined by GEOID03.
 AX2583
 AX2583;                    North         East     Units Scale Factor Converg.
 AX2583;SPC TXSC     - 4,194,312.418   779,558.066   MT  0.99987190   +0 54 28.8
 AX2583;SPC TXSC     -13,760,839.99  2,557,600.09   sFT  0.99987190   +0 54 28.8
 AX2583;UTM  14      - 3,272,993.391   679,532.928   MT  0.99999772   +0 54 54.0
 AX2583
 AX2583                          SUPERSEDED SURVEY CONTROL
 AX2583
 AX2583  NAD 83(1986)-  29 34 25.67425(N)    097 08 47.68859(W) AD(       ) 4
 AX2583  NAD 27      -  29 34 24.82000(N)    097 08 46.74000(W) AD(       ) 3
 AX2583
 AX2583.Superseded values are not recommended for survey control.
 AX2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2583.See file dsdata.txt to determine how the superseded data were derived.
 AX2583
 AX2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT7953372993(NAD 83)
 AX2583_MARKER: 53 = ELEVATED TANK
 AX2583
 AX2583  HISTORY     - Date     Condition        Report By
 AX2583  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2583  HISTORY     - 1963     GOOD             CGS
 AX2583  HISTORY     - 1971     GOOD             NGS
 AX2583  HISTORY     - 19970607 GOOD             USPSQD
 AX2583
 AX2583                          STATION DESCRIPTION
 AX2583
 AX2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2583'THIS INTERSECTION STATION IS A TANK LOCATED IN THE TOWN
 AX2583'OF MOULTON ON THE W EDGE OF BLOCK 19 ON W FIRST STREET BETWEEN
 AX2583'MOORE AND COOKRILL STREETS.  IT IS PAINTED ALUMINUM, HAS
 AX2583'A CONICAL ROOF AND ROUNDED BOTTOM SET ON SQUARE STEEL STRUCTURE.
 AX2583'THE TANK IS ABOUT 150 FEET HIGH.  THE POINT OBSERVED UPON
 AX2583'WAS THE BALL ON TOP.
 AX2583
 AX2583                          STATION RECOVERY (1963)
 AX2583
 AX2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2583'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2583'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2583
 AX2583                          STATION RECOVERY (1971)
 AX2583
 AX2583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AX2583'THE STATION WAS RECOVERED, AND THE TANK IS IN GOOD CONDITION.
 AX2583'IN 1964 (APPROXIMATELY) THE ROOF OF THE TANK WAS REMOVED,
 AX2583'AND THE TANK WAS SHORTENED BY CUTTING OFF ABOUT 1-1/2 FEET
 AX2583'OF THE TOP OF THE SIDEWALL, A NEW ROOF OF SIMILAR DESIGN
 AX2583'AS THE ORIGINAL ONE WAS INSTALLED ON THE TANK.
 AX2583
 AX2583                          STATION RECOVERY (1997)
 AX2583
 AX2583'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6054 ***********************************************************************
 AW6054  DESIGNATION -  MOUND
 AW6054  PID         -  AW6054
 AW6054  STATE/COUNTY-  TX/CHAMBERS
 AW6054  USGS QUAD   -  ANAHUAC (1993)
 AW6054
 AW6054                         *CURRENT SURVEY CONTROL
 AW6054  ___________________________________________________________________
 AW6054* NAD 83(1993)-  29 49 31.66431(N)    094 42 09.08532(W)     ADJUSTED  
 AW6054* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6054  ___________________________________________________________________
 AW6054  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW6054  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6054
 AW6054  HORZ ORDER  -  SECOND
 AW6054
 AW6054.The horizontal coordinates were established by classical geodetic methods
 AW6054.and adjusted by the National Geodetic Survey in February 1996..
 AW6054
 AW6054.The orthometric height was scaled from a topographic map.
 AW6054
 AW6054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6054
 AW6054.The geoid height was determined by GEOID03.
 AW6054
 AW6054;                    North         East     Units Scale Factor Converg.
 AW6054;SPC TXSC     - 4,228,412.990 1,015,236.083   MT  0.99989978   +2 06 19.4
 AW6054;SPC TXSC     -13,872,718.28  3,330,820.38   sFT  0.99989978   +2 06 19.4
 AW6054;UTM  15      - 3,300,661.231   335,496.625   MT  0.99993389   -0 50 49.0
 AW6054
 AW6054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6054!SPC TXSC     -   1.00000415  x   0.99989978  =   0.99990393
 AW6054!UTM  15      -   1.00000415  x   0.99993389  =   0.99993804
 AW6054
 AW6054|---------------------------------------------------------------------|
 AW6054| PID    Reference Object                     Distance      Geod. Az  |
 AW6054|                                                           dddmmss.s |
 AW6054| CW1065 MOUND RM 1                           22.450 METERS 11036     |
 AW6054| AW2820 PINE                                APPROX. 4.7 KM 1105939.8 |
 AW6054| CW1066 MOUND RM 2                           21.630 METERS 21850     |
 AW6054|---------------------------------------------------------------------|
 AW6054
 AW6054                          SUPERSEDED SURVEY CONTROL
 AW6054
 AW6054  NAD 83(1986)-  29 49 31.68153(N)    094 42 09.06692(W) AD(       ) 2
 AW6054  NAD 27      -  29 49 30.88671(N)    094 42 08.36433(W) AD(       ) 2
 AW6054
 AW6054.Superseded values are not recommended for survey control.
 AW6054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6054.See file dsdata.txt to determine how the superseded data were derived.
 AW6054
 AW6054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3549700661(NAD 83)
 AW6054_MARKER: DS = TRIANGULATION STATION DISK
 AW6054_SETTING: 0 = UNSPECIFIED SETTING
 AW6054
 AW6054  HISTORY     - Date     Condition        Report By
 AW6054  HISTORY     - 1932     MONUMENTED       CGS
 AW6054  HISTORY     - 1962     MARK NOT FOUND   CGS
 AW6054  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW6054  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW6054
 AW6054                          STATION DESCRIPTION
 AW6054
 AW6054'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6054'ABOUT 4 MILES N OF ANAHUAC, ON THE N SHORE OF TURTLE BAY,
 AW6054'ON THE PROPERTY OF MASON WIGGINS OF HOUSTON, ABOUT 1/4 MILE
 AW6054'S OF THE HOUSE AND PROPERTY OF GEORGE SCALES, 165 METERS N
 AW6054'OF THE BAY, AND ON THE N SIDE OF A SHELL MOUND.
 AW6054'
 AW6054'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW6054'SET IN CONCRETE.
 AW6054'
 AW6054'REFERENCE MARK 1 IS 7 METERS N OF THE S END OF THE SHELL
 AW6054'MOUND.
 AW6054'
 AW6054'REFERENCE MARK 2 IS 8 METERS E OF THE W SIDE OF THE MOUND
 AW6054'AND IN LINE WITH A LINE OF THE MOUND THAT CONTINUES TO
 AW6054'WALLISVILLE.
 AW6054
 AW6054                          STATION RECOVERY (1962)
 AW6054
 AW6054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW6054'STATION SEARCHED FOR AND NOT FOUND.  THE MOUND NO LONGER
 AW6054'EXISTS, THE AREA APPEARS TO HAVE BEEN EXCAVATED.  THE TWO
 AW6054'REFERENCE MARKS WERE FOUND OVERTURNED AND OUT OF PLACE.
 AW6054'STATION SHOULD BE CONSIDERED LOST.
 AW6054
 AW6054                          STATION RECOVERY (1997)
 AW6054
 AW6054'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6054'MARK NOT FOUND.
 AW6054
 AW6054                          STATION RECOVERY (2001)
 AW6054
 AW6054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6054'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1336 ***********************************************************************
 BZ1336  DESIGNATION -  MOUND
 BZ1336  PID         -  BZ1336
 BZ1336  STATE/COUNTY-  TX/CORYELL
 BZ1336  USGS QUAD   -  GATESVILLE EAST (1994)
 BZ1336
 BZ1336                         *CURRENT SURVEY CONTROL
 BZ1336  ___________________________________________________________________
 BZ1336* NAD 83(1993)-  31 23 33.50020(N)    097 38 32.29358(W)     ADJUSTED  
 BZ1336* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 BZ1336  ___________________________________________________________________
 BZ1336  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BZ1336  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BZ1336
 BZ1336  HORZ ORDER  -  SECOND
 BZ1336
 BZ1336.The horizontal coordinates were established by classical geodetic methods
 BZ1336.and adjusted by the National Geodetic Survey in February 1996..
 BZ1336
 BZ1336.The orthometric height was scaled from a topographic map.
 BZ1336
 BZ1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1336
 BZ1336.The geoid height was determined by GEOID03.
 BZ1336
 BZ1336;                    North         East     Units Scale Factor Converg.
 BZ1336;SPC TX C     - 3,194,430.119   955,896.453   MT  0.99990497   +1 23 09.7
 BZ1336;SPC TX C     -10,480,392.82  3,136,136.95   sFT  0.99990497   +1 23 09.7
 BZ1336;UTM  14      - 3,473,914.286   629,085.368   MT  0.99980552   +0 42 26.4
 BZ1336
 BZ1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1336!SPC TX C     -   0.99995687  x   0.99990497  =   0.99986185
 BZ1336!UTM  14      -   0.99995687  x   0.99980552  =   0.99976240
 BZ1336
 BZ1336|---------------------------------------------------------------------|
 BZ1336| PID    Reference Object                     Distance      Geod. Az  |
 BZ1336|                                                           dddmmss.s |
 BZ1336| CV4878 MOUND RM 1                           24.778 METERS 02750     |
 BZ1336| CV4877 MOUND AZ MK                                        1362326.9 |
 BZ1336| BZ1335 GATESVILLE CORYELL CO CTHSE         APPROX.11.2 KM 2942239.5 |
 BZ1336| BZ1334 GATESVILLE WATER TANK               APPROX.11.0 KM 2954906.6 |
 BZ1336| CV4879 MOUND RM 2                           18.385 METERS 30336     |
 BZ1336|---------------------------------------------------------------------|
 BZ1336
 BZ1336                          SUPERSEDED SURVEY CONTROL
 BZ1336
 BZ1336  NAD 83(1986)-  31 23 33.50854(N)    097 38 32.27754(W) AD(       ) 2
 BZ1336  NAD 27      -  31 23 32.90900(N)    097 38 31.20900(W) AD(       ) 2
 BZ1336
 BZ1336.Superseded values are not recommended for survey control.
 BZ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1336.See file dsdata.txt to determine how the superseded data were derived.
 BZ1336
 BZ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2908573914(NAD 83)
 BZ1336_MARKER: DS = TRIANGULATION STATION DISK
 BZ1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1336
 BZ1336  HISTORY     - Date     Condition        Report By
 BZ1336  HISTORY     - 1943     MONUMENTED       CGS
 BZ1336  HISTORY     - 1957     GOOD             AMS
 BZ1336  HISTORY     - 1969     GOOD             CGS
 BZ1336
 BZ1336                          STATION DESCRIPTION
 BZ1336
 BZ1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1336'THE STATION IS LOCATED ABOUT 3.0 MILES N OF MOUND, 7.0 MILES
 BZ1336'E OF GATESVILLE, AND 20.0 MILES N OF KILLEEN, ON A HEAVILY
 BZ1336'BRUSHY-COVERED RIDGE, AND ON LAND OWNED BY THE DAVIDSON BROTHERS,
 BZ1336'AND OCCUPIED BY KESSON HODGE, WHO LIVES JUST S OF THE STATION
 BZ1336'AT THE BASE OF THE RIDGE.  IT IS 50 FEET W OF A N AND S FENCE
 BZ1336'LINE, 30 FEET W OF A TRIANGULAR-BLAZED 6-INCH OAK TREE, AND 50
 BZ1336'FEET SE OF A DIM WOODS ROAD.  THE DISK IS STAMPED MOUND 1943,
 BZ1336'AND PROJECTS 6 INCHES.
 BZ1336'
 BZ1336'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1336'DISKS SET IN CONCRETE.
 BZ1336'
 BZ1336'REFERENCE MARK NO. 1 IS N OF THE STATION, 25 FEET W OF THE
 BZ1336'N AND S FENCE LINE, AND 10 FEET E OF A DIM WOODS ROAD.  THE
 BZ1336'DISK IS STAMPED MOUND NO. 1 1943, AND PROJECTS 5 INCHES.
 BZ1336'
 BZ1336'REFERENCE MARK NO. 2 IS NW OF THE STATION, ON THE N SIDE OF
 BZ1336'THE DIM WOODS ROAD.  THE DISK IS STAMPED MOUND NO. 2 1943, AND
 BZ1336'PROJECTS 6 INCHES.
 BZ1336'
 BZ1336'THE AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION, ON THE
 BZ1336'S SIDE OF THE FIELD IN THE N EDGE OF THE WOODS.  THE DISK IS
 BZ1336'STAMPED MOUND 1943, AND PROJECTS 6 INCHES.  TO REACH FROM THE
 BZ1336'STATION, WALK S ACROSS FIELD, FOLLOWING DIM TRUCK TRACKS TO THE
 BZ1336'MARK.
 BZ1336'
 BZ1336'TO REACH THE STATION FROM THE NE CORNER OF THE COURTHOUSE
 BZ1336'IN GATESVILLE.  GO E ON U.S. HIGHWAY 84 FOR 8.8 MILES TO A
 BZ1336'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO S FOR 2.35 MILES TO A
 BZ1336'T-INTERSECTION.  BEAR RIGHT AND GO 0.65 MILE TO A SIDE ROAD LEFT
 BZ1336'AND A STORE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.95 MILE
 BZ1336'TO A WIRE GATE ON THE RIGHT AND A MAIL BOX ON THE LEFT WITH
 BZ1336'THE NAME KESSON HODGE PAINTED ON THE SIDE.  GO THROUGH GATE
 BZ1336'KEEPING JUST LEFT OF THE BARN ON A DIM WOODS ROAD UP HILL,
 BZ1336'PASSING THROUGH TWO WIRE GATES FOR 0.65 MILE TO A DIM WOODS ROAD
 BZ1336'RIGHT.  TURN RIGHT ON DIM WOODS ROAD AND GO ABOUT 100 FEET TO
 BZ1336'THE MARK.
 BZ1336'
 BZ1336'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BZ1336'
 BZ1336'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BZ1336
 BZ1336                          STATION RECOVERY (1957)
 BZ1336
 BZ1336'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1336'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AND PROJECTS
 BZ1336'0.2 FT. ABOVE GROUND.  R.M. NO. 1, R.M. NO. 2 AND THE AZIMUTH MARK
 BZ1336'WERE RECOVERED IN GOOD CONDITION.
 BZ1336
 BZ1336                          STATION RECOVERY (1969)
 BZ1336
 BZ1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RWD)
 BZ1336'MOUND (STATION) 1943-GOOD
 BZ1336'
 BZ1336'AZIMUTH MARK-GOOD
 BZ1336'
 BZ1336'R.M. 1 AND R.M. 2-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1432 ***********************************************************************
 BZ1432  DESIGNATION -  MOUNT CALM
 BZ1432  PID         -  BZ1432
 BZ1432  STATE/COUNTY-  TX/HILL
 BZ1432  USGS QUAD   -  PENELOPE (1978)
 BZ1432
 BZ1432                         *CURRENT SURVEY CONTROL
 BZ1432  ___________________________________________________________________
 BZ1432* NAD 83(1993)-  31 45 04.28590(N)    096 53 45.49755(W)     ADJUSTED  
 BZ1432* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 BZ1432  ___________________________________________________________________
 BZ1432  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 BZ1432  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BZ1432
 BZ1432  HORZ ORDER  -  THIRD
 BZ1432
 BZ1432.The horizontal coordinates were established by classical geodetic methods
 BZ1432.and adjusted by the National Geodetic Survey in February 1996..
 BZ1432
 BZ1432.The orthometric height was scaled from a topographic map.
 BZ1432
 BZ1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1432
 BZ1432.The geoid height was determined by GEOID03.
 BZ1432
 BZ1432;                    North         East     Units Scale Factor Converg.
 BZ1432;SPC TXNC     - 2,010,533.878   751,991.067   MT  1.00012773   +0 52 29.4
 BZ1432;SPC TXNC     - 6,596,226.56  2,467,157.36   sFT  1.00012773   +0 52 29.4
 BZ1432;SPC TX C     - 3,236,119.295 1,025,618.654   MT  0.99996717   +1 46 13.6
 BZ1432;SPC TX C     -10,617,168.05  3,364,883.87   sFT  0.99996717   +1 46 13.6
 BZ1432;UTM  14      - 3,514,783.712   699,291.669   MT  1.00008986   +1 06 27.3
 BZ1432
 BZ1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1432!SPC TXNC     -   0.99997238  x   1.00012773  =   1.00010010
 BZ1432!SPC TX C     -   0.99997238  x   0.99996717  =   0.99993955
 BZ1432!UTM  14      -   0.99997238  x   1.00008986  =   1.00006223
 BZ1432
 BZ1432|---------------------------------------------------------------------|
 BZ1432| PID    Reference Object                     Distance      Geod. Az  |
 BZ1432|                                                           dddmmss.s |
 BZ1432| CV8883 MOUNT CALM RM 1                      28.090 METERS 01442     |
 BZ1432| CV8882 MOUNT CALM AZ MK 2                                 0375348.7 |
 BZ1432| BZ1429 HUBBARD MUNICIPAL STANDPIPE         APPROX.14.4 KM 0412126.1 |
 BZ1432| CV8881 MOUNT CALM AZ MK                                   0421944.1 |
 BZ1432| BZ1431 MOUNT CALM METH CH STEEPLE          APPROX. 1.6 KM 0605019.0 |
 BZ1432| CV8885 MOUNT CALM RM 3                      29.865 METERS 24602     |
 BZ1432| CV8884 MOUNT CALM RM 2                      37.332 METERS 25844     |
 BZ1432| CV8886 MOUNT CALM RM 4                      14.397 METERS 35238     |
 BZ1432|---------------------------------------------------------------------|
 BZ1432
 BZ1432                          SUPERSEDED SURVEY CONTROL
 BZ1432
 BZ1432  NAD 83(1986)-  31 45 04.29436(N)    096 53 45.47903(W) AD(       ) 3
 BZ1432  NAD 27      -  31 45 03.70900(N)    096 53 44.49800(W) AD(       ) 3
 BZ1432
 BZ1432.Superseded values are not recommended for survey control.
 BZ1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1432.See file dsdata.txt to determine how the superseded data were derived.
 BZ1432
 BZ1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA9929214784(NAD 83)
 BZ1432_MARKER: DS = TRIANGULATION STATION DISK
 BZ1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1432+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2004
 BZ1432
 BZ1432  HISTORY     - Date     Condition        Report By
 BZ1432  HISTORY     - 1948     MONUMENTED       CGS
 BZ1432  HISTORY     - 1956     GOOD             USGS
 BZ1432  HISTORY     - 1966     MARK NOT FOUND   USGS
 BZ1432  HISTORY     - 1969     GOOD             CGS
 BZ1432  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ1432  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1432  HISTORY     - 20040409 GOOD             GEOCAC
 BZ1432
 BZ1432                          STATION DESCRIPTION
 BZ1432
 BZ1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1432'LOCATED ABOUT 1 MILE SOUTHWEST OF THE VILLAGE OF MOUNT CALM
 BZ1432'AND ON THE SOUTHEAST SIDE OF STATE ROUTE NO. 31.  IT IS IN
 BZ1432'THE OPEN AREA BETWEEN THE HIGHWAY AND THE RIGHT-OF-WAY FENCE
 BZ1432'LINE AND IN FRONT OF AN OLD HOME-SITE.  IT IS 106 FEET SOUTHEAST
 BZ1432'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHWEST OF THE
 BZ1432'RIGHT-OF-WAY FENCE LINE AND 11 FEET NORTHWEST OF A WHITE WITNESS
 BZ1432'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 BZ1432'MOUNT CALM 1948.
 BZ1432'
 BZ1432'REFERENCE MARK NO. 1 IS 92.16 FEET WEST-SOUTHWEST OF THE STATION.
 BZ1432'63 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE AND 54 FEET
 BZ1432'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  THE MARK PROJECTS
 BZ1432'8 INCHES AND THE DISK IS STAMPED MOUNT CALM NO 1 1948.
 BZ1432'
 BZ1432'REFERENCE MARK NO. 2 IS 122.52 FEET NORTH OF THE STATION,
 BZ1432'57 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE AND 54 FEET
 BZ1432'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  THE MARK PROJECTS
 BZ1432'8 INCHES AND THE DISK IS STAMPED MOUNT CALM NO 2 1948.
 BZ1432'
 BZ1432'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.3 MILE NORTHEAST OF
 BZ1432'THE STATION, 55 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 BZ1432'ROUTE NO. 31, 9 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE
 BZ1432'LINE AND 10.6 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 BZ1432'PROJECTS 8 INCHES AND THE DISK IS STAMPED MOUNT CALM 1948.
 BZ1432'
 BZ1432'STATION WAS REACHED FROM THE INTERSECTION OF MAIN STREET
 BZ1432'AND STATE ROUTE NO. 31 AT THE SOUTH EDGE OF THE VILLAGE OF
 BZ1432'MOUNT CALM, BY GOING SOUTHWEST ON THE STATE ROUTE FOR 1.1
 BZ1432'MILE TO THE TOP OF A LOW GRADE AND THE STATION ON THE LEFT
 BZ1432'AND ON THE BANK ABOVE THE HIGHWAY.
 BZ1432'
 BZ1432'THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING NORTHEAST
 BZ1432'ON STATE ROUTE NO. 31 FOR 0.3 MILES TO THE MARK ON THE RIGHT
 BZ1432'AS DESCRIBED ABOVE.
 BZ1432'
 BZ1432'A 77 FOOT SIGNAL AT WILIE 1919 IS VISIBLE FROM THE GROUND.
 BZ1432'
 BZ1432'A 77 FOOT SIGNAL AT MC HILL IS VISIBLE FROM THE GROUND.
 BZ1432'
 BZ1432'A 77 FOOT SIGNAL AT WEST 1919 IS VISIBLE AT 30 FEET.
 BZ1432'
 BZ1432'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BZ1432
 BZ1432                          STATION RECOVERY (1956)
 BZ1432
 BZ1432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BZ1432'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 BZ1432'MARKS NO. 1 AND 2.  CONCRETE POSTS FOUND AS DESCRIBED.  TOP
 BZ1432'OF POSTS AND DISKS BROKEN AND DISPLACED BY RECENT HIGHWAY
 BZ1432'MAINTENANCE OPERATIONS.
 BZ1432
 BZ1432                          STATION RECOVERY (1966)
 BZ1432
 BZ1432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BZ1432'STATION SEARCHED FOR BUT NOT FOUND.  PERHAPS IT WAS KNOCKED
 BZ1432'OUT DURING NEW HIGHWAY CONSTRUCTION OR NEW HOUSING DEVELOPMENT.
 BZ1432'
 BZ1432'REFERENCE MARKS WERE ALSO NOT FOUND.
 BZ1432
 BZ1432                          STATION RECOVERY (1969)
 BZ1432
 BZ1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BZ1432'THE STATION MARK WAS FOUND IN GOOD CONDITION AFTER CONTACTING
 BZ1432'ABOUT 10 OF THE LOCAL PEOPLE.  THE REFERENCE MARKS AND AZIMUTH
 BZ1432'MARKS COULD NOT BE FOUND AND ARE ASSUMED EITHER DESTROYED
 BZ1432'OR COVERED BY ROAD WORK.  A NEW AZIMUTH MARK AND REFERENCE
 BZ1432'MARKS 3 AND 4 WERE SET.
 BZ1432'
 BZ1432'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF MOUNT CALM
 BZ1432'AND IN THE FRONT LAWN OF PROPERTY OWNED BY MR. BILLY WAYNE
 BZ1432'TEKELL.  IT IS 106 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BZ1432'HIGHWAY, 41 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 BZ1432'HOUSE, 62 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY,
 BZ1432'46 FEET SOUTHEAST OF A FENCE CORNER AND 29 FEET SOUTHWEST
 BZ1432'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 BZ1432'MOUNT CALM 1948.
 BZ1432'
 BZ1432'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 31
 BZ1432'AND FARM ROAD 737 (SOUTH) AT THE NORTHWEST EDGE OF MOUNT
 BZ1432'CALM, GO SOUTHWEST ON HIGHWAY 31 FOR 0.75 MILE TO THE AZIMUTH
 BZ1432'MARK ON THE RIGHT.  CONTINUE SOUTHWEST ON THE HIGHWAY FOR
 BZ1432'0.3 MILE TO THE STATION ON THE LEFT.
 BZ1432'
 BZ1432'REFERENCE MARK 3 IS 70 FEET SOUTHEAST OF THE CENTER LINE OF
 BZ1432'THE HIGHWAY, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BZ1432'DRIVEWAY, 27 FEET WEST OF A POWER POLE AND 2 FEET NORTHWEST OF
 BZ1432'A FENCE CORNER.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 BZ1432'IS STAMPED MOUNT CALM 1948 NO 3 1969.
 BZ1432'
 BZ1432'REFERENCE MARK 4 IS 70 FEET SOUTHEAST OF THE CENTER LINE OF
 BZ1432'THE HIGHWAY, 89 FEET NORTHEAST OF THE CENTER LINE OF THE
 BZ1432'DRIVEWAY AND 1 FOOT NORTHWEST OF A FENCE CORNER.  THE MONUMENT
 BZ1432'PROJECTS 2 INCHES AND THE DISK IS STAMPED MOUNT CALM 1948
 BZ1432'NO 4 1969.
 BZ1432'
 BZ1432'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOUNT CALM 1948
 BZ1432'1969 SET IN A DRILL HOLE NEAR THE CENTER AND IN THE TOP OF A
 BZ1432'6 FOOT CONCRETE CULVERT.  IT IS 34 FEET NORTHWEST OF THE
 BZ1432'CENTER LINE OF THE HIGHWAY AND 20 FEET SOUTHEAST OF A FENCE.
 BZ1432'
 BZ1432'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BZ1432'
 BZ1432'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 BZ1432'SOUTHWEST OF MOUNT CALM
 BZ1432
 BZ1432                          STATION RECOVERY (1999)
 BZ1432
 BZ1432'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1432'MARK NOT FOUND.
 BZ1432
 BZ1432                          STATION RECOVERY (2003)
 BZ1432
 BZ1432'RECOVERY NOTE BY US POWER SQUADRON 2003 (WH)
 BZ1432'ON PRIVATE PROPERTY OWNER NOT HOME TO RECEIVE PERMISSION
 BZ1432
 BZ1432                          STATION RECOVERY (2004)
 BZ1432
 BZ1432'RECOVERY NOTE BY GEOCACHING 2004 (JC)
 BZ1432'HAND-HELD GPSR INDICATES COORDINATES ARE-
 BZ1432'31 45 4.212(N)
 BZ1432'96 53 45.456(W)
 BZ1432'PROPERTY OWNER GAVE SEARCH PERMISSION AND LED RECOVERER TO THE
 BZ1432'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1431 ***********************************************************************
 BZ1431  DESIGNATION -  MOUNT CALM METH CH STEEPLE
 BZ1431  PID         -  BZ1431
 BZ1431  STATE/COUNTY-  TX/HILL
 BZ1431  USGS QUAD   -  PENELOPE (1978)
 BZ1431
 BZ1431                         *CURRENT SURVEY CONTROL
 BZ1431  ___________________________________________________________________
 BZ1431* NAD 83(1993)-  31 45 28.85056(N)    096 52 53.96784(W)     ADJUSTED  
 BZ1431* NAVD 88     -                                                        
 BZ1431  ___________________________________________________________________
 BZ1431  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 BZ1431  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BZ1431
 BZ1431  HORZ ORDER  -  THIRD
 BZ1431
 BZ1431.The horizontal coordinates were established by classical geodetic methods
 BZ1431.and adjusted by the National Geodetic Survey in February 1996..
 BZ1431
 BZ1431
 BZ1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1431
 BZ1431.The geoid height was determined by GEOID03.
 BZ1431
 BZ1431;                    North         East     Units Scale Factor Converg.
 BZ1431;SPC TXNC     - 2,011,311.294   753,335.621   MT  1.00012507   +0 52 57.5
 BZ1431;SPC TXNC     - 6,598,777.14  2,471,568.62   sFT  1.00012507   +0 52 57.5
 BZ1431;SPC TX C     - 3,236,917.501 1,026,950.684   MT  0.99996874   +1 46 40.1
 BZ1431;SPC TX C     -10,619,786.83  3,369,254.04   sFT  0.99996874   +1 46 40.1
 BZ1431;UTM  14      - 3,515,566.556   700,633.009   MT  1.00009648   +1 06 55.2
 BZ1431
 BZ1431                          SUPERSEDED SURVEY CONTROL
 BZ1431
 BZ1431  NAD 83(1986)-  31 45 28.85908(N)    096 52 53.94943(W) AD(       ) 4
 BZ1431  NAD 27      -  31 45 28.27500(N)    096 52 52.96800(W) AD(       ) 3
 BZ1431
 BZ1431.Superseded values are not recommended for survey control.
 BZ1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1431.See file dsdata.txt to determine how the superseded data were derived.
 BZ1431
 BZ1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA0063315567(NAD 83)
 BZ1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1431+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1431
 BZ1431  HISTORY     - Date     Condition        Report By
 BZ1431  HISTORY     - 1948     FIRST OBSERVED   CGS
 BZ1431  HISTORY     - 19950715 GOOD             USPSQD
 BZ1431  HISTORY     - 20031011 GOOD             USPSQD
 BZ1431
 BZ1431                          STATION DESCRIPTION
 BZ1431
 BZ1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1431'STATION IS LOCATED IN THE VILLAGE OF MOUNT CALM, 1 BLOCK WEST
 BZ1431'OF THE MUNICIPAL WATER TANK AND 2 BLOCKS WEST OF THE POST OFFICE,
 BZ1431'ON THE SOUTH SIDE OF MAIN STREET.  THE BUILDING IS CONSTRUCTED
 BZ1431'OF WOOD, PAINTED WHITE WITH A GRAY SHINGLED ROOF AND A SPIRE
 BZ1431'AT THE NORTH END, WHICH WAS THE POINT INTERSECTED.
 BZ1431
 BZ1431                          STATION RECOVERY (1995)
 BZ1431
 BZ1431'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1431'RECOVERED IN GOOD CONDITION.
 BZ1431
 BZ1431                          STATION RECOVERY (2003)
 BZ1431
 BZ1431'RECOVERY NOTE BY US POWER SQUADRON 2003 (WH)
 BZ1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1433 ***********************************************************************
 BZ1433  DESIGNATION -  MOUNT CALM MUNICIPAL TANK
 BZ1433  PID         -  BZ1433
 BZ1433  STATE/COUNTY-  TX/HILL
 BZ1433  USGS QUAD   -  PENELOPE (1978)
 BZ1433
 BZ1433                         *CURRENT SURVEY CONTROL
 BZ1433  ___________________________________________________________________
 BZ1433* NAD 83(1993)-  31 45 25.57113(N)    096 52 51.95815(W)     ADJUSTED  
 BZ1433* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 BZ1433  ___________________________________________________________________
 BZ1433  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 BZ1433  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BZ1433
 BZ1433  HORZ ORDER  -  THIRD
 BZ1433
 BZ1433.The horizontal coordinates were established by classical geodetic methods
 BZ1433.and adjusted by the National Geodetic Survey in July 1998..
 BZ1433
 BZ1433.The orthometric height was scaled from a topographic map.
 BZ1433
 BZ1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1433
 BZ1433.The geoid height was determined by GEOID03.
 BZ1433
 BZ1433;                    North         East     Units Scale Factor Converg.
 BZ1433;SPC TXNC     - 2,011,211.099   753,390.067   MT  1.00012542   +0 52 58.6
 BZ1433;SPC TXNC     - 6,598,448.41  2,471,747.24   sFT  1.00012542   +0 52 58.6
 BZ1433;SPC TX C     - 3,236,818.185 1,027,006.679   MT  0.99996853   +1 46 41.2
 BZ1433;SPC TX C     -10,619,461.00  3,369,437.75   sFT  0.99996853   +1 46 41.2
 BZ1433;UTM  14      - 3,515,466.587   700,687.860   MT  1.00009675   +1 06 56.1
 BZ1433
 BZ1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1433!SPC TXNC     -   0.99997488  x   1.00012542  =   1.00010030
 BZ1433!SPC TX C     -   0.99997488  x   0.99996853  =   0.99994341
 BZ1433!UTM  14      -   0.99997488  x   1.00009675  =   1.00007163
 BZ1433
 BZ1433                          SUPERSEDED SURVEY CONTROL
 BZ1433
 BZ1433  NAD 83(1993)-  31 45 25.57113(N)    096 52 51.95815(W) AD(       ) 4
 BZ1433  NAD 83(1986)-  31 45 25.57980(N)    096 52 51.93960(W) AD(       ) 4
 BZ1433  NAD 27      -  31 45 24.99100(N)    096 52 50.96900(W) AD(       ) 3
 BZ1433
 BZ1433.Superseded values are not recommended for survey control.
 BZ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1433.See file dsdata.txt to determine how the superseded data were derived.
 BZ1433
 BZ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA0068815467(NAD 83)
 BZ1433_MARKER: 53 = ELEVATED TANK
 BZ1433
 BZ1433  HISTORY     - Date     Condition        Report By
 BZ1433  HISTORY     - 1942     FIRST OBSERVED   CGS
 BZ1433  HISTORY     - 1948     GOOD             CGS
 BZ1433  HISTORY     - 19950715 GOOD             USPSQD
 BZ1433  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1433
 BZ1433                          STATION DESCRIPTION
 BZ1433
 BZ1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BZ1433'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31096-4, STATION 1031.
 BZ1433
 BZ1433                          STATION RECOVERY (1948)
 BZ1433
 BZ1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1433'LOCATED IN THE VILLAGE OF MOUNT CALM, 1 BLOCK WEST OF THE POST OFFICE
 BZ1433'AND JUST SOUTH OF MAIN STREET AND IN BACK OF CARTERS SERVICE
 BZ1433'STORE AND FEED STORE.  THE TANK IS ELEVATED ON 4 LEGS, ABOUT
 BZ1433'135 FEET HIGH, SILVER COLORED AND HAS A KNOB AT THE TOP AND
 BZ1433'CENTER.  MT. CALM IS PAINTED ON THE SIDES OF THE TANK.  THE
 BZ1433'POINT INTERSECTED WAS THE KNOB AT THE TOP.
 BZ1433
 BZ1433                          STATION RECOVERY (1995)
 BZ1433
 BZ1433'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1433'RECOVERED IN GOOD CONDITION.
 BZ1433
 BZ1433                          STATION RECOVERY (2003)
 BZ1433
 BZ1433'RECOVERY NOTE BY US POWER SQUADRON 2003 (WH)
 BZ1433'THE 135 FOOT WATER TANK WAS NOT FOUND.  TANK WAS 15 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2679 ***********************************************************************
 BY2679  DESIGNATION -  MOUNT ENTERPRISE USGS LOT 1958
 BY2679  PID         -  BY2679
 BY2679  STATE/COUNTY-  TX/RUSK
 BY2679  USGS QUAD   -  MOUNT ENTERPRISE (1984)
 BY2679
 BY2679                         *CURRENT SURVEY CONTROL
 BY2679  ___________________________________________________________________
 BY2679* NAD 83(1993)-  31 56 44.61172(N)    094 40 42.61784(W)     ADJUSTED  
 BY2679* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 BY2679  ___________________________________________________________________
 BY2679  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BY2679  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY2679
 BY2679  HORZ ORDER  -  THIRD
 BY2679
 BY2679.The horizontal coordinates were established by classical geodetic methods
 BY2679.and adjusted by the National Geodetic Survey in February 1996..
 BY2679
 BY2679.The orthometric height was scaled from a topographic map.
 BY2679
 BY2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2679
 BY2679.The geoid height was determined by GEOID03.
 BY2679
 BY2679;                    North         East     Units Scale Factor Converg.
 BY2679;SPC TXNC     - 2,037,517.720   961,258.622   MT  1.00005724   +2 05 03.2
 BY2679;SPC TXNC     - 6,684,756.05  3,153,729.33   sFT  1.00005724   +2 05 03.2
 BY2679;SPC TX C     - 3,266,245.400 1,234,436.061   MT  1.00001736   +2 54 45.3
 BY2679;SPC TX C     -10,716,006.78  4,049,978.98   sFT  1.00001736   +2 54 45.3
 BY2679;UTM  15      - 3,535,649.584   341,352.851   MT  0.99991041   -0 53 17.9
 BY2679
 BY2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2679!SPC TXNC     -   0.99997025  x   1.00005724  =   1.00002749
 BY2679!SPC TX C     -   0.99997025  x   1.00001736  =   0.99998761
 BY2679!UTM  15      -   0.99997025  x   0.99991041  =   0.99988067
 BY2679
 BY2679                          SUPERSEDED SURVEY CONTROL
 BY2679
 BY2679  NAD 83(1986)-  31 56 44.62187(N)    094 40 42.60593(W) AD(       ) 4
 BY2679  NAD 27      -  31 56 44.01540(N)    094 40 41.84740(W) AD(       ) 3
 BY2679
 BY2679.Superseded values are not recommended for survey control.
 BY2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2679.See file dsdata.txt to determine how the superseded data were derived.
 BY2679
 BY2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR4135335650(NAD 83)
 BY2679_MARKER: 57 = LOOKOUT TOWER
 BY2679
 BY2679  HISTORY     - Date     Condition        Report By
 BY2679  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2679
 BY2679                          STATION DESCRIPTION
 BY2679
 BY2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2679'MT ENTERPRISE T.S.F.S. L.O.T. IS A 4-LEGGED STEEL STRUCTURE
 BY2679'WITH A GLASS ENCLOSED CAB, ABOUT A 100 FEET IN OVER-ALL HEIGHT,
 BY2679'COLORED GRAY AND REFERENCE MARK NO. 2 ESTABLISHED UNDER THE
 BY2679'CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1272 ***********************************************************************
 DM1272  DESIGNATION -  MOUNT PLEASANT MUN STANDPIPE
 DM1272  PID         -  DM1272
 DM1272  STATE/COUNTY-  TX/TITUS
 DM1272  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM1272
 DM1272                         *CURRENT SURVEY CONTROL
 DM1272  ___________________________________________________________________
 DM1272* NAD 83(1993)-  33 10 09.40144(N)    094 58 35.70641(W)     ADJUSTED  
 DM1272* NAVD 88     -                                                        
 DM1272  ___________________________________________________________________
 DM1272  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DM1272  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM1272
 DM1272  HORZ ORDER  -  THIRD
 DM1272
 DM1272.The horizontal coordinates were established by classical geodetic methods
 DM1272.and adjusted by the National Geodetic Survey in February 1996..
 DM1272
 DM1272
 DM1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1272
 DM1272.The geoid height was determined by GEOID03.
 DM1272
 DM1272;                    North         East     Units Scale Factor Converg.
 DM1272;SPC TXNC     - 2,172,134.492   928,541.454   MT  0.99987472   +1 55 17.9
 DM1272;SPC TXNC     - 7,126,411.25  3,046,389.75   sFT  0.99987472   +1 55 17.9
 DM1272;UTM  15      - 3,671,793.134   315,694.268   MT  1.00001883   -1 04 54.2
 DM1272
 DM1272                          SUPERSEDED SURVEY CONTROL
 DM1272
 DM1272  NAD 83(1993)-  33 10 09.40484(N)    094 58 35.70296(W) AD(       ) 4
 DM1272  NAD 83(1986)-  33 10 09.40439(N)    094 58 35.69346(W) AD(       ) 4
 DM1272  NAD 27      -  33 10 08.96000(N)    094 58 34.93200(W) AD(       ) 3
 DM1272
 DM1272.Superseded values are not recommended for survey control.
 DM1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1272.See file dsdata.txt to determine how the superseded data were derived.
 DM1272
 DM1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1569471793(NAD 83)
 DM1272_MARKER: 52 = STANDPIPE TANK
 DM1272
 DM1272  HISTORY     - Date     Condition        Report By
 DM1272  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1272  HISTORY     - 1950     GOOD             CGS
 DM1272  HISTORY     - 1956     GOOD             CGS
 DM1272
 DM1272                          STATION DESCRIPTION
 DM1272
 DM1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1272'STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY OF
 DM1272'MOUNT PLEASANT ON THE HIGHEST GROUND IN THE VICINITY.  STATION
 DM1272'IS ABOUT 110 FEET HIGH, SILVER IN COLOR AND HAS THE LETTERS
 DM1272'MT PLEASANT PAINTED ON THE EAST SIDE IN BLACK.
 DM1272'
 DM1272'THE POINT INTERSECTED WAS THE CENTER OF STANDPIPE.
 DM1272'
 DM1272'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN MOUNT
 DM1272'PLEASANT GO NORTH ON U.S. HIGHWAY 271 FOR 0.6 MILE TO STOP
 DM1272'LIGHT.  TURN LEFT AT STOP LIGHT AND GO WEST FOR 0.25 MILE
 DM1272'TO FORKS.  KEEP RIGHT FORK FOR 0.2 MILE.  TURN RIGHT AND
 DM1272'GO ABOUT 100 YARDS TO STATION.
 DM1272'
 DM1272'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 DM1272
 DM1272                          STATION RECOVERY (1956)
 DM1272
 DM1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1272'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1272'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1271 ***********************************************************************
 DM1271  DESIGNATION -  MOUNT PLEASANT MUNICIPAL TANK
 DM1271  PID         -  DM1271
 DM1271  STATE/COUNTY-  TX/TITUS
 DM1271  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM1271
 DM1271                         *CURRENT SURVEY CONTROL
 DM1271  ___________________________________________________________________
 DM1271* NAD 83(1993)-  33 10 07.00667(N)    094 58 33.95376(W)     ADJUSTED  
 DM1271* NAVD 88     -                                                        
 DM1271  ___________________________________________________________________
 DM1271  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DM1271  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM1271
 DM1271  HORZ ORDER  -  THIRD
 DM1271
 DM1271.The horizontal coordinates were established by classical geodetic methods
 DM1271.and adjusted by the National Geodetic Survey in February 1996..
 DM1271
 DM1271
 DM1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1271
 DM1271.The geoid height was determined by GEOID03.
 DM1271
 DM1271;                    North         East     Units Scale Factor Converg.
 DM1271;SPC TXNC     - 2,172,062.288   928,589.307   MT  0.99987470   +1 55 18.9
 DM1271;SPC TXNC     - 7,126,174.36  3,046,546.75   sFT  0.99987470   +1 55 18.9
 DM1271;UTM  15      - 3,671,718.511   315,738.279   MT  1.00001863   -1 04 53.2
 DM1271
 DM1271                          SUPERSEDED SURVEY CONTROL
 DM1271
 DM1271  NAD 83(1993)-  33 10 07.01010(N)    094 58 33.95060(W) AD(       ) 4
 DM1271  NAD 83(1986)-  33 10 07.00909(N)    094 58 33.93972(W) AD(       ) 4
 DM1271  NAD 27      -  33 10 06.57000(N)    094 58 33.17000(W) AD(       ) 3
 DM1271
 DM1271.Superseded values are not recommended for survey control.
 DM1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1271.See file dsdata.txt to determine how the superseded data were derived.
 DM1271
 DM1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1573871719(NAD 83)
 DM1271_MARKER: 53 = ELEVATED TANK
 DM1271
 DM1271  HISTORY     - Date     Condition        Report By
 DM1271  HISTORY     - 1950     FIRST OBSERVED   CGS
 DM1271  HISTORY     - 1956     GOOD             CGS
 DM1271
 DM1271                          STATION DESCRIPTION
 DM1271
 DM1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1271'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE MAIN PART
 DM1271'OF THE CITY OF MOUNT PLEASANT ON THE LAND OWNED BY THE CITY.
 DM1271'STATION IS APPROXIMATELY 100 FEET HIGH, WITH EIGHT LEGS
 DM1271'AND OF STEEL CONSTRUCTION.  STATION IS PAINTED SILVER WITH
 DM1271'BLACK LETTERS MT. PLEASANT.
 DM1271'
 DM1271'THE POINT INTERSECTED WAS THE BALL FINIAL.
 DM1271'
 DM1271'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN MOUNT
 DM1271'PLEASANT GO NORTH ON U.S. 271 FOR 0.6 MILE AT STOP LIGHT,
 DM1271'TURN LEFT AT STOP LIGHT AND GO WEST FOR 0.25 MILE AT FORKS,
 DM1271'KEEP RIGHT FORK FOR 0.15 MILE AND STATION RIGHT.
 DM1271
 DM1271                          STATION RECOVERY (1956)
 DM1271
 DM1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1271'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1271'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1276 ***********************************************************************
 CR1276  DESIGNATION -  MOUNT SELMAN DOW CHEM RAD MAST
 CR1276  PID         -  CR1276
 CR1276  STATE/COUNTY-  TX/CHEROKEE
 CR1276  USGS QUAD   -  MOUNT SELMAN (1973)
 CR1276
 CR1276                         *CURRENT SURVEY CONTROL
 CR1276  ___________________________________________________________________
 CR1276* NAD 83(1993)-  32 03 25.72789(N)    095 17 12.46128(W)     ADJUSTED  
 CR1276* NAVD 88     -                                                        
 CR1276  ___________________________________________________________________
 CR1276  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CR1276  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR1276
 CR1276  HORZ ORDER  -  THIRD
 CR1276
 CR1276.The horizontal coordinates were established by classical geodetic methods
 CR1276.and adjusted by the National Geodetic Survey in February 1996..
 CR1276
 CR1276
 CR1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1276
 CR1276.The geoid height was determined by GEOID03.
 CR1276
 CR1276;                    North         East     Units Scale Factor Converg.
 CR1276;SPC TX C     - 3,275,822.902 1,176,428.275   MT  1.00005132   +2 35 57.4
 CR1276;SPC TX C     -10,747,428.97  3,859,665.10   sFT  1.00005132   +2 35 57.4
 CR1276;SPC TXNC     - 2,047,942.201   903,396.740   MT  1.00002197   +1 45 08.9
 CR1276;SPC TXNC     - 6,718,957.04  2,963,894.14   sFT  1.00002197   +1 45 08.9
 CR1276;UTM  15      - 3,549,057.455   284,108.872   MT  1.00017484   -1 12 51.2
 CR1276
 CR1276                          SUPERSEDED SURVEY CONTROL
 CR1276
 CR1276  NAD 83(1986)-  32 03 25.73728(N)    095 17 12.44703(W) AD(       ) 4
 CR1276  NAD 27      -  32 03 25.15700(N)    095 17 11.62600(W) AD(       ) 3
 CR1276
 CR1276.Superseded values are not recommended for survey control.
 CR1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1276.See file dsdata.txt to determine how the superseded data were derived.
 CR1276
 CR1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8410949057(NAD 83)
 CR1276_MARKER: 42 = RADIO/TV MAST
 CR1276
 CR1276  HISTORY     - Date     Condition        Report By
 CR1276  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1276  HISTORY     - 19960420 GOOD             USPSQD
 CR1276  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 CR1276
 CR1276                          STATION DESCRIPTION
 CR1276
 CR1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1276'STATION IS LOCATED ABOUT 6 MILES NORTH OF JACKSONVILLE AND
 CR1276'0.8 MILE SOUTH OF MT. SELMAN.  IT IS A TRIANGLE SHAPED MAST
 CR1276'AND ABOUT 160 FEET IN HEIGHT.
 CR1276'
 CR1276'THE TOP OF THE MAST WAS THE POINT INTERSECTED.
 CR1276'
 CR1276'TO REACH THE STATION FROM THE POST OFFICE IN MT. SELMAN GO
 CR1276'SOUTH ON U.S. HIGHWAY 69 FOR 0.8 MILE TO THE MAST ON THE LEFT
 CR1276'AS DESCRIBED.
 CR1276
 CR1276                          STATION RECOVERY (1996)
 CR1276
 CR1276'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1276'RECOVERED IN GOOD CONDITION.
 CR1276
 CR1276                          STATION RECOVERY (2004)
 CR1276
 CR1276'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0433 ***********************************************************************
 DM0433  DESIGNATION -  MOUNT VERNON
 DM0433  PID         -  DM0433
 DM0433  STATE/COUNTY-  TX/FRANKLIN
 DM0433  USGS QUAD   -  MOUNT VERNON (1964)
 DM0433
 DM0433                         *CURRENT SURVEY CONTROL
 DM0433  ___________________________________________________________________
 DM0433* NAD 83(1986)-  33 11 21.     (N)    095 13 16.     (W)     SCALED    
 DM0433* NAVD 88     -       150.250  (meters)     492.95   (feet)  ADJUSTED  
 DM0433  ___________________________________________________________________
 DM0433  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM0433  DYNAMIC HT  -         150.085 (meters)     492.40  (feet)  COMP
 DM0433  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 DM0433
 DM0433  VERT ORDER  -  SECOND    CLASS 0
 DM0433
 DM0433.The horizontal coordinates were scaled from a topographic map and have
 DM0433.an estimated accuracy of +/- 6 seconds.
 DM0433
 DM0433.The orthometric height was determined by differential leveling
 DM0433.and adjusted by the National Geodetic Survey in June 1991..
 DM0433
 DM0433.The geoid height was determined by GEOID03.
 DM0433
 DM0433.The dynamic height is computed by dividing the NAVD 88
 DM0433.geopotential number by the normal gravity value computed on the
 DM0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0433.degrees latitude (g = 980.6199 gals.).
 DM0433
 DM0433.The modeled gravity was interpolated from observed gravity values.
 DM0433
 DM0433;                    North         East    Units  Estimated Accuracy
 DM0433;SPC TXNC     - 2,173,600.      905,680.      MT  (+/- 180 meters Scaled)
 DM0433
 DM0433                          SUPERSEDED SURVEY CONTROL
 DM0433
 DM0433  NGVD 29 (??/??/92)  150.255  (m)          492.96   (f) ADJ UNCH    2 0
 DM0433
 DM0433.Superseded values are not recommended for survey control.
 DM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0433.See file dsdata.txt to determine how the superseded data were derived.
 DM0433
 DM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS929744(NAD 83)
 DM0433_MARKER: DB = BENCH MARK DISK
 DM0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0433_SP_SET: CONCRETE BASE
 DM0433_STAMPING: MOUNT VERNON 1934
 DM0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0433
 DM0433  HISTORY     - Date     Condition        Report By
 DM0433  HISTORY     - 1934     MONUMENTED       CGS
 DM0433
 DM0433                          STATION DESCRIPTION
 DM0433
 DM0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0433'IN MOUNT VERNON.
 DM0433'IN THE COURT HOUSE BUILDING.  DISK IS SET HORIZONTALLY ON W END OF
 DM0433'CONCRETE APPROACH TO STEPS OF S ENTRANCE TO THE BUILDING.  6 INCHES S
 DM0433'OF FIRST STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2663 ***********************************************************************
 BY2663  DESIGNATION -  MOUNT ZION
 BY2663  PID         -  BY2663
 BY2663  STATE/COUNTY-  TX/TRINITY
 BY2663  USGS QUAD   -  APPLE SPRINGS (1980)
 BY2663
 BY2663                         *CURRENT SURVEY CONTROL
 BY2663  ___________________________________________________________________
 BY2663* NAD 83(1993)-  31 10 38.37622(N)    094 56 13.54605(W)     ADJUSTED  
 BY2663* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BY2663  ___________________________________________________________________
 BY2663  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BY2663  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY2663
 BY2663  HORZ ORDER  -  SECOND
 BY2663
 BY2663.The horizontal coordinates were established by classical geodetic methods
 BY2663.and adjusted by the National Geodetic Survey in February 1996..
 BY2663
 BY2663.The orthometric height was scaled from a topographic map.
 BY2663
 BY2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2663
 BY2663.The geoid height was determined by GEOID03.
 BY2663
 BY2663;                    North         East     Units Scale Factor Converg.
 BY2663;SPC TX C     - 3,179,937.610 1,214,147.408   MT  0.99988644   +2 46 45.8
 BY2663;SPC TX C     -10,432,845.31  3,983,415.29   sFT  0.99988644   +2 46 45.8
 BY2663;UTM  15      - 3,450,870.315   315,399.708   MT  1.00002035   -1 00 11.1
 BY2663
 BY2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2663!SPC TX C     -   0.99998876  x   0.99988644  =   0.99987520
 BY2663!UTM  15      -   0.99998876  x   1.00002035  =   1.00000911
 BY2663
 BY2663|---------------------------------------------------------------------|
 BY2663| PID    Reference Object                     Distance      Geod. Az  |
 BY2663|                                                           dddmmss.s |
 BY2663| CV8888 MOUNT ZION RM 1                      24.027 METERS 09626     |
 BY2663| BY2661 TREVAT                              APPROX.11.8 KM 1854211.6 |
 BY2663| CV8887 MOUNT ZION AZ MK                                   2864402.2 |
 BY2663| BY2662 MOUNT ZION LOOKOUT TOWER 1949        16.813 METERS 35141     |
 BY2663|---------------------------------------------------------------------|
 BY2663
 BY2663                          SUPERSEDED SURVEY CONTROL
 BY2663
 BY2663  NAD 83(1986)-  31 10 38.38681(N)    094 56 13.53313(W) AD(       ) 2
 BY2663  NAD 27      -  31 10 37.72400(N)    094 56 12.77300(W) AD(       ) 2
 BY2663
 BY2663.Superseded values are not recommended for survey control.
 BY2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2663.See file dsdata.txt to determine how the superseded data were derived.
 BY2663
 BY2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1540050870(NAD 83)
 BY2663_MARKER: DS = TRIANGULATION STATION DISK
 BY2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2663
 BY2663  HISTORY     - Date     Condition        Report By
 BY2663  HISTORY     - 1949     MONUMENTED       CGS
 BY2663
 BY2663                          STATION DESCRIPTION
 BY2663
 BY2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2663'THE STATION IS LOCATED ABOUT 14.0 MILES NORTHWEST OF CORRIGAN,
 BY2663'16.0 MILES SOUTHWEST OF LUFKIN AND 3.5 MILES SOUTHEAST OF
 BY2663'THE SMALL SETTLEMENT OF APPLE SPRINGS, ON THE HIGH POINT
 BY2663'OF A WOODED RIDGE AND ON LAND OCCUPIED BY THE MT ZION LOOKOUT
 BY2663'TOWER.  IT IS 55 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 BY2663'MT ZION LOOKOUT TOWER, 112 FEET WEST OF THE NORTHWEST CORNER
 BY2663'OF THE HOUSE, 78 FEET NORTH OF THE GATE INTO THE GROUNDS,
 BY2663'30 FEET SOUTH-SOUTHEAST OF THE FLAG POLE AND 8.5 FEET NORTH
 BY2663'OF WITNESS POST.  IT IS STAMPED MT ZION 1949 AND SET FLUSH
 BY2663'WITH THE GROUND SURFACE.
 BY2663'
 BY2663'REFERENCE MARK NO 1 IS EAST OF THE STATION, 75 FEET NORTH
 BY2663'OF THE FENCE LINE AND 34 FEET WEST OF THE NORTHWEST CORNER
 BY2663'OF THE HOUSE.  IT IS STAMPED MT ZION NO 1 1949 AND PROJECTS
 BY2663'2 INCHES.
 BY2663'
 BY2663'REFERENCE MARK NO 2 IS THE U.S.E. MARK SET UNDER THE CENTER
 BY2663'OF THE LOOKOUT TOWER.  IT IS STAMPED MT ZION AND PROJECTS
 BY2663'6 INCHES.
 BY2663'
 BY2663'THE AZIMUTH MARK IS ABOUT 0.15 MILE WEST-NORTHWEST OF THE
 BY2663'STATION, 20 FEET NORTH OF THE CENTER OF THE ROAD, 12 FEET
 BY2663'EAST OF A TEN FOOT POLE AND 3 FEET SOUTH OF WITNESS POST.
 BY2663'IT IS A U.S.E. MARK SET IN A 12 BY 12 INCH CONCRETE POST
 BY2663'FLUSH WITH THE GROUND AND STAMPED AZIMUTH.
 BY2663'
 BY2663'TO REACH THE STATION FROM THE TEXACO SERVICE STATION AT
 BY2663'THE EAST EDGE OF APPLE SPRINGS, GO SOUTH ON DIRT ROAD FOR
 BY2663'0.05 MILE TO T-ROAD RIGHT, TURN RIGHT AND GO 0.3 MILE TO
 BY2663'FORKS, TURN LEFT AND GO SOUTH FOR 2.15 MILES TO T-ROAD LEFT
 BY2663'AND SIGN TREVAT 8, TURN LEFT AND GO 2.7 MILES TO A FORK
 BY2663'(WHITE POLE AND U.S.E. AZIMUTH MARK ON THE LEFT), BEAR RIGHT
 BY2663'AND GO 0.2 MILE TO GATE IN FENCE LINE ON THE LEFT TO THE
 BY2663'LOOKOUT TOWER AND STATION.
 BY2663'
 BY2663'A 100 FOOT SIGNAL AT STATION WAKEFIELD IS VISIBLE AT 77 FEET
 BY2663'
 BY2663'A 100 FOOT SIGNAL AT STATION MOSCOW IS VISIBLE AT 77 FEET
 BY2663'
 BY2663'A 74 FOOT SIGNAL AT STATION TREVAT IS VISIBLE AT 77 FEET
 BY2663'
 BY2663'A 100 FOOT SIGNAL AT STATION PINEY IS VISIBLE AT 77 FEET
 BY2663'
 BY2663'AN 87 FOOT SIGNAL AT STATION CENTERVILLE IS VISIBLE AT 77 FEET
 BY2663'
 BY2663'A 113 FOOT SIGNAL AT STATION NOGALUS IS VISIBLE AT 77 FEET
 BY2663'
 BY2663'A 74 FOOT SIGNAL AT STATION APPLE U.S.E. IS VISIBLE AT 77 FEET
 BY2663'
 BY2663'A 100 FOOT SIGNAL AT STATION GRANVILLE U.S.E. IS VISIBLE AT 77 FEET
 BY2663'
 BY2663'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2662 ***********************************************************************
 BY2662  DESIGNATION -  MOUNT ZION LOOKOUT TOWER 1949
 BY2662  PID         -  BY2662
 BY2662  STATE/COUNTY-  TX/TRINITY
 BY2662  USGS QUAD   -  APPLE SPRINGS (1980)
 BY2662
 BY2662                         *CURRENT SURVEY CONTROL
 BY2662  ___________________________________________________________________
 BY2662* NAD 83(1993)-  31 10 38.91639(N)    094 56 13.63793(W)     ADJUSTED  
 BY2662* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 BY2662  ___________________________________________________________________
 BY2662  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BY2662  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY2662
 BY2662  HORZ ORDER  -  SECOND
 BY2662
 BY2662.The horizontal coordinates were established by classical geodetic methods
 BY2662.and adjusted by the National Geodetic Survey in February 1996..
 BY2662
 BY2662.The orthometric height was scaled from a topographic map.
 BY2662
 BY2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2662
 BY2662.The geoid height was determined by GEOID03.
 BY2662
 BY2662;                    North         East     Units Scale Factor Converg.
 BY2662;SPC TX C     - 3,179,954.107 1,214,144.172   MT  0.99988645   +2 46 45.7
 BY2662;SPC TX C     -10,432,899.43  3,983,404.67   sFT  0.99988645   +2 46 45.7
 BY2662;UTM  15      - 3,450,886.991   315,397.567   MT  1.00002036   -1 00 11.2
 BY2662
 BY2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2662!SPC TX C     -   0.99998829  x   0.99988645  =   0.99987474
 BY2662!UTM  15      -   0.99998829  x   1.00002036  =   1.00000865
 BY2662
 BY2662                          SUPERSEDED SURVEY CONTROL
 BY2662
 BY2662  NAD 83(1986)-  31 10 38.92697(N)    094 56 13.62500(W) AD(       ) 2
 BY2662  NAD 27      -  31 10 38.26400(N)    094 56 12.86500(W) AD(       ) 2
 BY2662
 BY2662.Superseded values are not recommended for survey control.
 BY2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2662.See file dsdata.txt to determine how the superseded data were derived.
 BY2662
 BY2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1539850887(NAD 83)
 BY2662_MARKER: 57 = LOOKOUT TOWER
 BY2662
 BY2662  HISTORY     - Date     Condition        Report By
 BY2662  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2662
 BY2662                          STATION DESCRIPTION
 BY2662
 BY2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2662'LOCATED ABOUT 14.0 MILES NORTHWEST OF CORRIGAN, 16.0 MILES
 BY2662'SOUTHWEST OF LUFKIN AND 3.5 MILES SOUTHEAST OF THE SMALL
 BY2662'SETTLEMENT OF APPLE SPRINGS, ON THE HIGH POINT OF A WOODED
 BY2662'HILL AND ON LAND OF THE STATE FOREST SERVICE.  IT IS A FOUR
 BY2662'LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH WITH A GLASS
 BY2662'ENCLOSED LOOKOUT CAB ON THE TOP.  POINT OBSERVED UPON, U.S.E.
 BY2662'MARK UNDER THE CENTER OF THE LOOKOUT CAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1040 ***********************************************************************
 CD1040  DESIGNATION -  MOUNTAIN PEAK N OF QUITMAN 2
 CD1040  PID         -  CD1040
 CD1040  STATE/COUNTY-  TX/HUDSPETH
 CD1040  USGS QUAD   -  LASCA (1979)
 CD1040
 CD1040                         *CURRENT SURVEY CONTROL
 CD1040  ___________________________________________________________________
 CD1040* NAD 83(1993)-  31 10 24.25760(N)    105 30 00.15803(W)     ADJUSTED  
 CD1040* NAVD 88     -                                                        
 CD1040  ___________________________________________________________________
 CD1040  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 CD1040  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CD1040
 CD1040  HORZ ORDER  -  THIRD
 CD1040
 CD1040.The horizontal coordinates were established by classical geodetic methods
 CD1040.and adjusted by the National Geodetic Survey in February 1996..
 CD1040
 CD1040
 CD1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1040
 CD1040.The geoid height was determined by GEOID03.
 CD1040
 CD1040;                    North         East     Units Scale Factor Converg.
 CD1040;SPC TX C     - 3,178,464.996   207,685.368   MT  0.99988623   -2 39 40.2
 CD1040;SPC TX C     -10,428,013.91    681,381.08   sFT  0.99988623   -2 39 40.2
 CD1040;UTM  13      - 3,448,927.444   452,349.097   MT  0.99962801   -0 15 31.8
 CD1040
 CD1040                          SUPERSEDED SURVEY CONTROL
 CD1040
 CD1040  NAD 83(1986)-  31 10 24.26640(N)    105 30 00.15301(W) AD(       ) 4
 CD1040  NAD 27      -  31 10 23.81000(N)    105 29 58.60000(W) AD(       ) 3
 CD1040
 CD1040.Superseded values are not recommended for survey control.
 CD1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1040.See file dsdata.txt to determine how the superseded data were derived.
 CD1040
 CD1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5234948927(NAD 83)
 CD1040_MARKER: 72 = CAIRN
 CD1040
 CD1040  HISTORY     - Date     Condition        Report By
 CD1040  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD1040
 CD1040                          STATION DESCRIPTION
 CD1040
 CD1040'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6763 ***********************************************************************
 AW6763  DESIGNATION -  MOWREY
 AW6763  PID         -  AW6763
 AW6763  STATE/COUNTY-  TX/HARRIS
 AW6763  USGS QUAD   -  ALDINE (1995)
 AW6763
 AW6763                         *CURRENT SURVEY CONTROL
 AW6763  ___________________________________________________________________
 AW6763* NAD 83(1993)-  29 59 45.24418(N)    095 29 04.02967(W)     ADJUSTED  
 AW6763* NAVD 88     -        36.8    (meters)     121.     (feet)  VERTCON   
 AW6763  ___________________________________________________________________
 AW6763  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6763  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW6763
 AW6763  HORZ ORDER  -  FIRST
 AW6763
 AW6763.The horizontal coordinates were established by classical geodetic methods
 AW6763.and adjusted by the National Geodetic Survey in February 1996..
 AW6763
 AW6763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6763
 AW6763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6763
 AW6763.The geoid height was determined by GEOID03.
 AW6763
 AW6763;                    North         East     Units Scale Factor Converg.
 AW6763;SPC TXSC     - 4,244,772.364   939,141.063   MT  0.99992961   +1 43 20.3
 AW6763;SPC TXSC     -13,926,390.66  3,081,165.30   sFT  0.99992961   +1 43 20.3
 AW6763;UTM  15      - 3,320,929.982   260,332.604   MT  1.00030874   -1 14 33.6
 AW6763
 AW6763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6763!SPC TXSC     -   0.99999857  x   0.99992961  =   0.99992818
 AW6763!UTM  15      -   0.99999857  x   1.00030874  =   1.00030731
 AW6763
 AW6763|---------------------------------------------------------------------|
 AW6763| PID    Reference Object                     Distance      Geod. Az  |
 AW6763|                                                           dddmmss.s |
 AW6763| CV6590 MOWREY RM 2                          27.898 METERS 09522     |
 AW6763| AW6762 HOUSTON RAD STA KENR CEN MAST       APPROX. 1.1 KM 1074358.3 |
 AW6763| CV6589 MOWREY RM 1                          24.649 METERS 35451     |
 AW6763|---------------------------------------------------------------------|
 AW6763
 AW6763                          SUPERSEDED SURVEY CONTROL
 AW6763
 AW6763  NAD 83(1986)-  29 59 45.25902(N)    095 29 04.01133(W) AD(       ) 1
 AW6763  NAD 27      -  29 59 44.46208(N)    095 29 03.22804(W) AD(       ) 1
 AW6763  NGVD 29 (07/19/86)   36.8    (m)          121.     (f) VERT ANG       
 AW6763
 AW6763.Superseded values are not recommended for survey control.
 AW6763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6763.See file dsdata.txt to determine how the superseded data were derived.
 AW6763
 AW6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6033320930(NAD 83)
 AW6763_MARKER: DS = TRIANGULATION STATION DISK
 AW6763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6763
 AW6763  HISTORY     - Date     Condition        Report By
 AW6763  HISTORY     - 1968     MONUMENTED       CGS
 AW6763  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW6763
 AW6763                          STATION DESCRIPTION
 AW6763
 AW6763'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6763'THE STATION IS LOCATED ON THE PROPERTY OF MR. C.E. MOWREY, ABOUT 17
 AW6763'MILES NORTH-NORTHWEST OF THE CENTER OF HOUSTON, 4-1/2 MILES
 AW6763'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 149 AND FARM ROAD 1960
 AW6763'AND 3-1/2 MILES WEST OF INTERSTATE HIGHWAY 45.
 AW6763'
 AW6763'TO REACH THE STATION FROM THE POST OFFICE IN WESTFIELD WHICH IS
 AW6763'LOCATED JUST WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 45 AND FARM
 AW6763'ROAD 1960, GO SOUTHWEST ON FARM ROAD 1960 FOR 2.15 MILES TO A
 AW6763'CROSSROAD.  CONTINUE SOUTHWEST ON FARM ROAD 1960 FOR 1.4 MILES TO
 AW6763'A CATTLE GUARD ON THE RIGHT AND A HOUSE ON THE LEFT.  TURN RIGHT
 AW6763'ACROSS THE CATTLE GUARD, THEN TURN LEFT AND GO IN A WESTERLY
 AW6763'DIRECTION ALONG THE NORTH SIDE OF A WIRE FENCE FOR 0.05 MILE AND THE
 AW6763'STATION ON THE RIGHT.
 AW6763'
 AW6763'THE STATION MARK IS A STANDARD DISK STAMPED MOWREY 1968, SET IN
 AW6763'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6763'FLUSH WITH THE GROUND.  IT IS 107 FEET NORTHWEST OF THE CENTER OF
 AW6763'FARM ROAD 1960, 81 FEET WEST OF A POWER LINE POLE WITH A
 AW6763'TRANSFORMER, 61 FEET SOUTHEAST OF AN 18-INCH OAK TREE AND 57 FEET
 AW6763'NORTHWEST OF A WIRE FENCE.
 AW6763'
 AW6763'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MOWREY NO 1 1968, SET
 AW6763'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6763'WITH THE GROUND.  IT IS 132 FEET NORTHWEST OF THE WIRE FENCE, 72.9
 AW6763'FEET EAST OF A 3-INCH IRON PIPE WHICH PROJECTS ABOUT 20 FEET AND
 AW6763'35 FEET NORTHEAST OF THE 18-INCH OAK TREE.
 AW6763'
 AW6763'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOWREY NO 2 1968, SET IN
 AW6763'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1
 AW6763'INCH ABOVE THE GROUND.  IT IS 51 FEET NORTHWEST OF THE CENTER OF
 AW6763'FARM ROAD 1960, 16 FEET NORTHEAST OF THE POWER LINE POLE WITH A
 AW6763'TRANSFORMER, 1.6 FEET NORTHEAST OF A METAL WITNESS POST AND 1
 AW6763'FOOT NORTHWEST OF THE WIRE FENCE.
 AW6763'
 AW6763'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 132.73 FEET, (40.456 M).
 AW6763'
 AW6763'NO AZIMUTH MARK WAS SET AT THIS STATION.
 AW6763'
 AW6763'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 AW6763
 AW6763                          STATION RECOVERY (2004)
 AW6763
 AW6763'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1675 ***********************************************************************
 AB1675  DESIGNATION -  MOYA WINDMILL
 AB1675  PID         -  AB1675
 AB1675  STATE/COUNTY-  TX/KENEDY
 AB1675  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1675
 AB1675                         *CURRENT SURVEY CONTROL
 AB1675  ___________________________________________________________________
 AB1675* NAD 83(1993)-  26 37 45.50378(N)    097 32 34.74565(W)     ADJUSTED  
 AB1675* NAVD 88     -                                                        
 AB1675  ___________________________________________________________________
 AB1675  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AB1675  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AB1675
 AB1675  HORZ ORDER  -  THIRD
 AB1675
 AB1675.The horizontal coordinates were established by classical geodetic methods
 AB1675.and adjusted by the National Geodetic Survey in February 1996..
 AB1675
 AB1675
 AB1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1675
 AB1675.The geoid height was determined by GEOID03.
 AB1675
 AB1675;                    North         East     Units Scale Factor Converg.
 AB1675;SPC TX S     - 5,107,014.199   395,288.961   MT  0.99991570   +0 26 04.2
 AB1675;SPC TX S     -16,755,262.42  1,296,877.20   sFT  0.99991570   +0 26 04.2
 AB1675;UTM  14      - 2,946,205.308   645,038.425   MT  0.99985971   +0 39 11.4
 AB1675
 AB1675                          SUPERSEDED SURVEY CONTROL
 AB1675
 AB1675  NAD 83(1986)-  26 37 45.51689(N)    097 32 34.71254(W) AD(       ) 4
 AB1675  NAD 27      -  26 37 44.29100(N)    097 32 33.76100(W) AD(       ) 3
 AB1675
 AB1675.Superseded values are not recommended for survey control.
 AB1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1675.See file dsdata.txt to determine how the superseded data were derived.
 AB1675
 AB1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4503846205(NAD 83)
 AB1675_MARKER: 66 = WINDMILL
 AB1675
 AB1675  HISTORY     - Date     Condition        Report By
 AB1675  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1675
 AB1675                          STATION DESCRIPTION
 AB1675
 AB1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1675'LOCATED ON THE NORIAS SECTION OF THE KING RANCH APPROXIMATELY
 AB1675'20 MILES SE OF NORIAS AND 1.7 MILES N OF THE WILLACY-KENEDY
 AB1675'COUNTY LINE.
 AB1675'
 AB1675'TO REACH FROM THE NORIAS RANCH HEADQUARTERS, FROM THE BIG
 AB1675'TIN BARN GO N ON PAVED ROAD 0.1 MILE TO FORK, TAKE RIGHT FORK FOR
 AB1675'0.45 MILE TO GATE AT E ENTRANCE TO RANCH HEADQUARTERS, PASS
 AB1675'THROUGH GATE AND GO 0.85 MILE TO GATE, PASS THROUGH GATE AND
 AB1675'GO 2.3 MILES TO FORK OF HARD SURFACE ROAD, CONTINUE STRAIGHT
 AB1675'AHEAD 0.2 MILE TO FORK, TAKE LEFT FORK FOR 5.95 MILES TO GATE,
 AB1675'PASS THROUGH GATE AND GO 0.8 MILE TO FORKS OF HARD SURFACE
 AB1675'ROAD, TAKE RIGHT FORK FOR 0.15 MILE TO GATE, PASS THROUGH GATE
 AB1675'AND CONTINUE 1.05 MILES TO WINDMILL ON RIGHT, CONTINUE 0.1
 AB1675'MILE TO TRACK ROAD LEFT, TURN LEFT ONTO TRACK ROAD AND GO
 AB1675'1.2 MILES TO GATE, PASS THROUGH AND GO 0.1 MILE TO FORK, TAKE
 AB1675'RIGHT FORK AND GO 0.1 MILE TO R.M. ON RIGHT, CONTINUE
 AB1675'STRAIGHT ON TRACK ROAD 1.1 MILES TO TRIANGULATION STATION
 AB1675'TARIDA ON RIGHT, CONTINUE STRAIGHT AHEAD 0.1 MILE TO
 AB1675'FORK, TAKE LEFT FORK FOR 0.25 MILE TO REVERSE FORK RIGHT,
 AB1675'CONTINUE 1.85 MILES TO GATE IN FENCE ON LEFT, PASS THROUGH
 AB1675'GATE AND GO 0.1 MILE TO WINDMILL AND STATION SITE.
 AB1675'
 AB1675'THE STATION IS THE CENTER OF A WOODEN WINDMILL TOWER ABOUT 45
 AB1675'FEET HIGH.  IT IS IN THE S END OF A RECTANGULAR WIRE PEN.
 AB1675'THE STATION IS 50 FEET S OF A ROUND OPEN CONCRETE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2140 ***********************************************************************
 BL2140  DESIGNATION -  MOYE
 BL2140  PID         -  BL2140
 BL2140  STATE/COUNTY-  TX/POLK
 BL2140  USGS QUAD   -  JACKS CREEK SOUTH (1984)
 BL2140
 BL2140                         *CURRENT SURVEY CONTROL
 BL2140  ___________________________________________________________________
 BL2140* NAD 83(1993)-  30 36 58.15340(N)    094 36 01.11314(W)     ADJUSTED  
 BL2140* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 BL2140  ___________________________________________________________________
 BL2140  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BL2140  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2140
 BL2140  HORZ ORDER  -  FIRST
 BL2140
 BL2140.The horizontal coordinates were established by classical geodetic methods
 BL2140.and adjusted by the National Geodetic Survey in February 1996..
 BL2140
 BL2140.The orthometric height was scaled from a topographic map.
 BL2140
 BL2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2140
 BL2140.The geoid height was determined by GEOID03.
 BL2140
 BL2140;                    North         East     Units Scale Factor Converg.
 BL2140;SPC TX C     - 3,119,416.390 1,249,413.143   MT  0.99990420   +2 57 10.2
 BL2140;SPC TX C     -10,234,285.27  4,099,116.29   sFT  0.99990420   +2 57 10.2
 BL2140;UTM  15      - 3,388,154.549   346,606.597   MT  0.99989027   -0 48 54.6
 BL2140
 BL2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2140!SPC TX C     -   0.99999271  x   0.99990420  =   0.99989691
 BL2140!UTM  15      -   0.99999271  x   0.99989027  =   0.99988298
 BL2140
 BL2140|---------------------------------------------------------------------|
 BL2140| PID    Reference Object                     Distance      Geod. Az  |
 BL2140|                                                           dddmmss.s |
 BL2140| CV8890 MOYE RM 1                            39.640 METERS 03818     |
 BL2140| CV8891 MOYE RM 2                            34.285 METERS 15143     |
 BL2140| CV8889 MOYE AZ MK                                         2952118.4 |
 BL2140|---------------------------------------------------------------------|
 BL2140
 BL2140                          SUPERSEDED SURVEY CONTROL
 BL2140
 BL2140  NAD 83(1986)-  30 36 58.16766(N)    094 36 01.10156(W) AD(       ) 1
 BL2140  NAD 27      -  30 36 57.43200(N)    094 36 00.37800(W) AD(       ) 1
 BL2140
 BL2140.Superseded values are not recommended for survey control.
 BL2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2140.See file dsdata.txt to determine how the superseded data were derived.
 BL2140
 BL2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP4660788155(NAD 83)
 BL2140_MARKER: DS = TRIANGULATION STATION DISK
 BL2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2140
 BL2140  HISTORY     - Date     Condition        Report By
 BL2140  HISTORY     - 1935     MONUMENTED       CGS
 BL2140  HISTORY     - 1952     GOOD             CGS
 BL2140  HISTORY     - 1958     GOOD             CGS
 BL2140
 BL2140                          STATION DESCRIPTION
 BL2140
 BL2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2140'THIS STATION IS ABOUT 15 MILES SW OF WOODVILLE AND ABOUT 8-1/2
 BL2140'MILES SE OF CAMP RUBY, ON WOODLAND THE OWNERSHIP OF WHICH IS
 BL2140'UNKNOWN.  THE STATION MARK IS ABOUT 130 FEET S OF CENTER LINE
 BL2140'OF WOODS ROAD.  29.1 FEET N OF 12-INCH PINE TREE WITH TRIANGLE
 BL2140'BLAZE.  29.5 FEET E OF 9-INCH PINE TREE WITH TRIANGLE BLAZE.
 BL2140'THE MARK PROJECTS 4 INCHES.
 BL2140'
 BL2140'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL2140'BRONZE DISKS SET IN CONCRETE.
 BL2140'
 BL2140'REFERENCE MARK NO. 1 IS NE OF THE STATION.  27 FEET S OF CENTER
 BL2140'LINE OF WOODS ROAD.  THE MARK PROJECTS 7 INCHES.
 BL2140'
 BL2140'REFERENCE MARK NO. 2 IS SE OF THE STATION.  THE MARK PROJECTS
 BL2140'3 INCHES.
 BL2140'
 BL2140'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 202.80 FEET.
 BL2140'
 BL2140'THE AZIMUTH MARK IS NW OF THE STATION, AT E SIDE OF FIRST
 BL2140'ROAD W OF THE STATION WHICH LEADS N.  30 FEET E OF CENTER LINE
 BL2140'OF ROAD.  1 FOOT E OF FENCE LINE.  90 FEET N OF FENCE CORNER.
 BL2140'THE MARK PROJECTS 7 INCHES.
 BL2140'
 BL2140'A 50-FOOT TOWER IS NECESSARY AT THE STATION TO SEE AZIMUTH
 BL2140'MARK.
 BL2140'
 BL2140'TO REACH THE STATION FROM LIVINGSTON GO E ON STATE HIGHWAY
 BL2140'45, FROM THE NE CORNER OF THE SQUARE 11.85 MILES TO SIDE ROAD S,
 BL2140'AT SIGN CAMP RUBY.  THENCE S ON THIS ROAD 1.4 MILES TO FORKS AT
 BL2140'EDGE OF CAMP RUBY.  TAKE LEFT FORK 0.35 MILE TO FORKS AT STORE.
 BL2140'TAKE LEFT FORK ACROSS RAILROAD TRACK AND CONTINUE 2.1 MILES
 BL2140'TO FORKS.  TAKE LEFT FORK 5.4 MILES TO SIDE ROAD E, AT BIG
 BL2140'SANDY SCHOOL ON W.  GO E ON THIS ROAD 0.3 MILE TO FORKS.  THEN
 BL2140'GO 0.4 MILE ON LEFT FORK TO SIDE ROAD RIGHT, AT HOUSE ON LEFT.
 BL2140'GO RIGHT ON THIS ROAD THROUGH WOODS 0.55 MILE TO CLEARING IN
 BL2140'WOODS AND FORKS.  THENCE TAKE LEFT FORK 0.2 MILE TO FORD.
 BL2140'CONTINUE 1.0 MILE TO CREEK CROSSING.  THEN CONTINUE 0.15 MILE TO
 BL2140'HOUSE OF T.J. MOYE ON RIGHT.  GO E FROM HOUSE ON WOODS ROAD
 BL2140'FOR 0.25 MILE.  STATION IS ABOUT 130 FEET S FROM THIS
 BL2140'POINT.
 BL2140'
 BL2140'TO REACH THE STATION FROM WOODVILLE GO W ON STATE HIGHWAY 45,
 BL2140'ABOUT 17 MILES TO C.C.C. ROAD S.  THIS SIDE ROAD IS ABOUT 0.35
 BL2140'MILE E OF EDGE OF INDIAN RESERVATION.  GO S ON THIS ROAD 1.7
 BL2140'MILES TO FORKS.  THENCE TAKE RIGHT FORK 3.15 MILES TO T-ROAD.
 BL2140'TURN LEFT AND GO 2.85 MILES TO BIG SANDY SCHOOL.  THENCE AS
 BL2140'ABOVE.
 BL2140'
 BL2140'A 126-FOOT SIGNAL AT KIAM IS VISIBLE AT 90 FEET, A 113-FOOT
 BL2140'SIGNAL AT CAMP IS VISIBLE AT 90 FEET, A 113-FOOT SIGNAL AT
 BL2140'HORSE IS VISIBLE AT 116 FEET, A 126-FOOT SIGNAL AT LIBERTY IS
 BL2140'VISIBLE AT 100 FEET, AND A 126-FOOT SIGNAL AT CAB IS VISIBLE AT
 BL2140'90 FEET.
 BL2140
 BL2140                          STATION RECOVERY (1952)
 BL2140
 BL2140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2140'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 BL2140'AND THE AZIMUTH MARK WAS RECOVERED AND FOUND IN VERY GOOD
 BL2140'CONDITION.  A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK
 BL2140'NO. 1 AND A DIFFERENCE IN THE DIRECTION TO REFERENCE MARK NO.
 BL2140'2 WAS FOUND.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 BL2140'
 BL2140'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF WOODVILLE,
 BL2140'2.5 MILES SOUTHEAST OF THE DALLARDSVILLE POST OFFICE AND BIG
 BL2140'SANDY SCHOOL, 27 FEET NORTHEAST OF A PINE TREE WITH A TRIANGLE
 BL2140'BLAZE AND 15 FEET EAST OF THE CENTER OF A SAND TRACK ROAD.
 BL2140'IT PROJECTS 4 INCHES AND IS STAMPED MOYE 1935.
 BL2140'
 BL2140'REFERENCE MARK NO. 1 IS 106 FEET NORTHEAST OF THE PINE TREE
 BL2140'WITH A TRIANGLE BLAZE AND 60 FEET EAST OF A DIM TRACK ROAD.
 BL2140'IT PROJECTS 2 INCHES AND IS STAMPED MOYE NO 1 1935.
 BL2140'
 BL2140'REFERENCE MARK NO. 2 IS 100 FEET SOUTHEAST OF THE PINE TREE WITH
 BL2140'A TRIANGLE BLAZE AND 50 FEET EAST OF THE CENTER OF THE SAND
 BL2140'TRACK ROAD.  IT PROJECTS 2 INCHES AND IS STAMPED MOYE NO 2
 BL2140'1935.  NOTE 11A.
 BL2140'
 BL2140'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 202.86 FEET.
 BL2140'
 BL2140'THE AZIMUTH MARK IS 100 YARDS NORTH OF THE REMAINS OF THE OLD
 BL2140'FARM BUILDINGS, 180 FEET NORTH OF A T TRACK ROAD, 33 FEET EAST
 BL2140'OF THE TRACK ROAD AND 1 FOOT EAST OF THE WITNESS POST.  IT
 BL2140'PROJECTS 2 INCHES AND IS STAMPED MOYE AZIMUTH 1935.
 BL2140'
 BL2140'TO REACH THE STATION FROM THE POST OFFICE IN DALLARDSVILLE GO
 BL2140'EASTERLY ON DIRT ROAD FOR 0.25 MILE TO A FORK JUST AFTER
 BL2140'CROSSING A WOODEN BRIDGE, KEEP THE RIGHT FORK AND FOLLOW THE
 BL2140'MAIN ROAD SOUTHEASTERLY FOR 2.0 MILES TO THE REMAINS OF THE
 BL2140'OLD FARM BUILDINGS ON THE RIGHT AND THE AZIMUTH MARK ON THE
 BL2140'LEFT AS DESCRIBED, CONTINUE ON SAND TRACK ROAD FOR 0.15 MILE TO
 BL2140'A FORK, KEEP THE LEFT FORK AND FOLLOW SAND TRACK ROAD UP THE
 BL2140'SMALL GRADE FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 BL2140
 BL2140                          STATION RECOVERY (1958)
 BL2140
 BL2140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHS)
 BL2140'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION
 BL2140'AS DESCRIBED.  COULD NOT LOCATE REFERENCE MARKS NO. 1 AND NO.
 BL2140'3.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0367 ***********************************************************************
 DP0367  DESIGNATION -  MP 1
 DP0367  PID         -  DP0367
 DP0367  STATE/COUNTY-  TX/LUBBOCK
 DP0367  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0367
 DP0367                         *CURRENT SURVEY CONTROL
 DP0367  ___________________________________________________________________
 DP0367* NAD 83(1986)-  33 35 50.     (N)    101 52 08.     (W)     SCALED    
 DP0367* NAVD 88     -       979.507  (meters)    3213.60   (feet)  ADJUSTED  
 DP0367  ___________________________________________________________________
 DP0367  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0367  DYNAMIC HT  -         978.239 (meters)    3209.44  (feet)  COMP
 DP0367  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 DP0367
 DP0367  VERT ORDER  -  FIRST     CLASS II
 DP0367
 DP0367.The horizontal coordinates were scaled from a topographic map and have
 DP0367.an estimated accuracy of +/- 6 seconds.
 DP0367
 DP0367.The orthometric height was determined by differential leveling
 DP0367.and adjusted by the National Geodetic Survey in June 1991..
 DP0367
 DP0367.The geoid height was determined by GEOID03.
 DP0367
 DP0367.The dynamic height is computed by dividing the NAVD 88
 DP0367.geopotential number by the normal gravity value computed on the
 DP0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0367.degrees latitude (g = 980.6199 gals.).
 DP0367
 DP0367.The modeled gravity was interpolated from observed gravity values.
 DP0367
 DP0367;                    North         East    Units  Estimated Accuracy
 DP0367;SPC TXNC     - 2,219,100.      287,380.      MT  (+/- 180 meters Scaled)
 DP0367
 DP0367                          SUPERSEDED SURVEY CONTROL
 DP0367
 DP0367  NGVD 29 (??/??/92)  979.137  (m)         3212.39   (f) ADJ UNCH    1 2
 DP0367
 DP0367.Superseded values are not recommended for survey control.
 DP0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0367.See file dsdata.txt to determine how the superseded data were derived.
 DP0367
 DP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC337211(NAD 83)
 DP0367_MARKER: B = BOLT
 DP0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0367+STABILITY: SURFACE MOTION
 DP0367
 DP0367  HISTORY     - Date     Condition        Report By
 DP0367  HISTORY     - UNK      MONUMENTED       PSFRR
 DP0367  HISTORY     - 1934     GOOD             CGS
 DP0367  HISTORY     - 1956     MARK NOT FOUND   CGS
 DP0367
 DP0367                          STATION DESCRIPTION
 DP0367
 DP0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0367'2.1 MI SW FROM LUBBOCK.
 DP0367'2.1 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0367'STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 85 YARDS SOUTHWEST OF A SIGN
 DP0367'W, ABOUT 35 YARDS SOUTHEAST OF MILEPOST 1, ABOUT 150 YARDS NORTHEAST
 DP0367'OF A ROAD CROSSING, AND ABOUT 50 FEET SOUTHEAST OF THE TRACK. A TRACK
 DP0367'BOLT, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 DP0367'ABOVE GROUND.
 DP0367
 DP0367                          STATION RECOVERY (1956)
 DP0367
 DP0367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 DP0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0176 ***********************************************************************
 CA0176  DESIGNATION -  MP 11
 CA0176  PID         -  CA0176
 CA0176  STATE/COUNTY-  TX/LAMPASAS
 CA0176  USGS QUAD   -  WOLF RIDGE (1959)
 CA0176
 CA0176                         *CURRENT SURVEY CONTROL
 CA0176  ___________________________________________________________________
 CA0176* NAD 83(1986)-  31 14 38.     (N)    098 31 11.     (W)     SCALED    
 CA0176* NAVD 88     -       385.250  (meters)    1263.94   (feet)  ADJUSTED  
 CA0176  ___________________________________________________________________
 CA0176  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 CA0176  DYNAMIC HT  -         384.735 (meters)    1262.25  (feet)  COMP
 CA0176  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 CA0176
 CA0176  VERT ORDER  -  SECOND    CLASS 0
 CA0176
 CA0176.The horizontal coordinates were scaled from a topographic map and have
 CA0176.an estimated accuracy of +/- 6 seconds.
 CA0176
 CA0176.The orthometric height was determined by differential leveling
 CA0176.and adjusted by the National Geodetic Survey in June 1991..
 CA0176
 CA0176.The geoid height was determined by GEOID03.
 CA0176
 CA0176.The dynamic height is computed by dividing the NAVD 88
 CA0176.geopotential number by the normal gravity value computed on the
 CA0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0176.degrees latitude (g = 980.6199 gals.).
 CA0176
 CA0176.The modeled gravity was interpolated from observed gravity values.
 CA0176
 CA0176;                    North         East    Units  Estimated Accuracy
 CA0176;SPC TX C     - 3,176,250.      872,740.      MT  (+/- 180 meters Scaled)
 CA0176
 CA0176                          SUPERSEDED SURVEY CONTROL
 CA0176
 CA0176  NGVD 29 (??/??/92)  385.177  (m)         1263.70   (f) ADJ UNCH    2 0
 CA0176
 CA0176.Superseded values are not recommended for survey control.
 CA0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0176.See file dsdata.txt to determine how the superseded data were derived.
 CA0176
 CA0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV457567(NAD 83)
 CA0176_MARKER: Z = SEE DESCRIPTION
 CA0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0176_SP_SET: RAIL
 CA0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0176
 CA0176  HISTORY     - Date     Condition        Report By
 CA0176  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0176  HISTORY     - 1935     GOOD             NGS
 CA0176
 CA0176                          STATION DESCRIPTION
 CA0176
 CA0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0176'11.1 MI W FROM LOMETA.
 CA0176'11.1 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 11. 10
 CA0176'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0177 ***********************************************************************
 CA0177  DESIGNATION -  MP 12
 CA0177  PID         -  CA0177
 CA0177  STATE/COUNTY-  TX/LAMPASAS
 CA0177  USGS QUAD   -  WOLF RIDGE (1959)
 CA0177
 CA0177                         *CURRENT SURVEY CONTROL
 CA0177  ___________________________________________________________________
 CA0177* NAD 83(1986)-  31 14 21.     (N)    098 32 00.     (W)     SCALED    
 CA0177* NAVD 88     -       377.309  (meters)    1237.89   (feet)  ADJUSTED  
 CA0177  ___________________________________________________________________
 CA0177  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 CA0177  DYNAMIC HT  -         376.806 (meters)    1236.24  (feet)  COMP
 CA0177  MODELED GRAV-     979,296.4   (mgal)                       NAVD 88
 CA0177
 CA0177  VERT ORDER  -  SECOND    CLASS 0
 CA0177
 CA0177.The horizontal coordinates were scaled from a topographic map and have
 CA0177.an estimated accuracy of +/- 6 seconds.
 CA0177
 CA0177.The orthometric height was determined by differential leveling
 CA0177.and adjusted by the National Geodetic Survey in June 1991..
 CA0177
 CA0177.The geoid height was determined by GEOID03.
 CA0177
 CA0177.The dynamic height is computed by dividing the NAVD 88
 CA0177.geopotential number by the normal gravity value computed on the
 CA0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0177.degrees latitude (g = 980.6199 gals.).
 CA0177
 CA0177.The modeled gravity was interpolated from observed gravity values.
 CA0177
 CA0177;                    North         East    Units  Estimated Accuracy
 CA0177;SPC TX C     - 3,175,710.      871,450.      MT  (+/- 180 meters Scaled)
 CA0177
 CA0177                          SUPERSEDED SURVEY CONTROL
 CA0177
 CA0177  NGVD 29 (??/??/92)  377.238  (m)         1237.65   (f) ADJ UNCH    2 0
 CA0177
 CA0177.Superseded values are not recommended for survey control.
 CA0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0177.See file dsdata.txt to determine how the superseded data were derived.
 CA0177
 CA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV444562(NAD 83)
 CA0177_MARKER: Z = SEE DESCRIPTION
 CA0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0177_SP_SET: RAIL
 CA0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0177
 CA0177  HISTORY     - Date     Condition        Report By
 CA0177  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0177  HISTORY     - 1935     GOOD             NGS
 CA0177
 CA0177                          STATION DESCRIPTION
 CA0177
 CA0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0177'12.1 MI W FROM LOMETA.
 CA0177'12.1 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 12. 10
 CA0177'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0018 ***********************************************************************
 DQ0018  DESIGNATION -  MP 12
 DQ0018  PID         -  DQ0018
 DQ0018  STATE/COUNTY-  TX/LUBBOCK
 DQ0018  USGS QUAD   -  WOLFFORTH (1985)
 DQ0018
 DQ0018                         *CURRENT SURVEY CONTROL
 DQ0018  ___________________________________________________________________
 DQ0018* NAD 83(1986)-  33 30 07.     (N)    102 01 25.     (W)     SCALED    
 DQ0018* NAVD 88     -      1013.485  (meters)    3325.08   (feet)  ADJUSTED  
 DQ0018  ___________________________________________________________________
 DQ0018  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 DQ0018  DYNAMIC HT  -        1012.169 (meters)    3320.76  (feet)  COMP
 DQ0018  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 DQ0018
 DQ0018  VERT ORDER  -  FIRST     CLASS II
 DQ0018
 DQ0018.The horizontal coordinates were scaled from a topographic map and have
 DQ0018.an estimated accuracy of +/- 6 seconds.
 DQ0018
 DQ0018.The orthometric height was determined by differential leveling
 DQ0018.and adjusted by the National Geodetic Survey in June 1991..
 DQ0018
 DQ0018.The geoid height was determined by GEOID03.
 DQ0018
 DQ0018.The dynamic height is computed by dividing the NAVD 88
 DQ0018.geopotential number by the normal gravity value computed on the
 DQ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0018.degrees latitude (g = 980.6199 gals.).
 DQ0018
 DQ0018.The modeled gravity was interpolated from observed gravity values.
 DQ0018
 DQ0018;                    North         East    Units  Estimated Accuracy
 DQ0018;SPC TXNC     - 2,209,010.      272,680.      MT  (+/- 180 meters Scaled)
 DQ0018
 DQ0018                          SUPERSEDED SURVEY CONTROL
 DQ0018
 DQ0018  NGVD 29 (??/??/92) 1013.116  (m)         3323.86   (f) ADJ UNCH    1 2
 DQ0018
 DQ0018.Superseded values are not recommended for survey control.
 DQ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0018.See file dsdata.txt to determine how the superseded data were derived.
 DQ0018
 DQ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT765109(NAD 83)
 DQ0018_MARKER: DD = SURVEY DISK
 DQ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0018+STABILITY: SURFACE MOTION
 DQ0018
 DQ0018  HISTORY     - Date     Condition        Report By
 DQ0018  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0018  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0018
 DQ0018                          STATION DESCRIPTION
 DQ0018
 DQ0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0018'0.8 MI SW FROM WOLFFORTH.
 DQ0018'0.8 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0018'STATION AT WOLFFORTH, LUBBOCK COUNTY, ABOUT 36 YARDS EAST OF MILEPOST
 DQ0018'12, ABOUT 39 RAILS NORTHEAST OF A PUBLIC-ROAD CROSSING, ABOUT 15 YARDS
 DQ0018'EAST OF A SIGN S, AND 49 FEET SOUTHEAST OF THE TRACK.  A TRACK BOLT,
 DQ0018'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 DQ0018'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0179 ***********************************************************************
 CA0179  DESIGNATION -  MP 13
 CA0179  PID         -  CA0179
 CA0179  STATE/COUNTY-  TX/MILLS
 CA0179  USGS QUAD   -  WOLF RIDGE (1959)
 CA0179
 CA0179                         *CURRENT SURVEY CONTROL
 CA0179  ___________________________________________________________________
 CA0179* NAD 83(1986)-  31 14 12.     (N)    098 32 52.     (W)     SCALED    
 CA0179* NAVD 88     -       367.519  (meters)    1205.77   (feet)  ADJUSTED  
 CA0179  ___________________________________________________________________
 CA0179  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 CA0179  DYNAMIC HT  -         367.030 (meters)    1204.16  (feet)  COMP
 CA0179  MODELED GRAV-     979,298.8   (mgal)                       NAVD 88
 CA0179
 CA0179  VERT ORDER  -  SECOND    CLASS 0
 CA0179
 CA0179.The horizontal coordinates were scaled from a topographic map and have
 CA0179.an estimated accuracy of +/- 6 seconds.
 CA0179
 CA0179.The orthometric height was determined by differential leveling
 CA0179.and adjusted by the National Geodetic Survey in June 1991..
 CA0179
 CA0179.The geoid height was determined by GEOID03.
 CA0179
 CA0179.The dynamic height is computed by dividing the NAVD 88
 CA0179.geopotential number by the normal gravity value computed on the
 CA0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0179.degrees latitude (g = 980.6199 gals.).
 CA0179
 CA0179.The modeled gravity was interpolated from observed gravity values.
 CA0179
 CA0179;                    North         East    Units  Estimated Accuracy
 CA0179;SPC TX C     - 3,175,410.      870,080.      MT  (+/- 180 meters Scaled)
 CA0179
 CA0179                          SUPERSEDED SURVEY CONTROL
 CA0179
 CA0179  NGVD 29 (??/??/92)  367.452  (m)         1205.55   (f) ADJ UNCH    2 0
 CA0179
 CA0179.Superseded values are not recommended for survey control.
 CA0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0179.See file dsdata.txt to determine how the superseded data were derived.
 CA0179
 CA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV430559(NAD 83)
 CA0179_MARKER: Z = SEE DESCRIPTION
 CA0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0179_SP_SET: RAIL
 CA0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0179
 CA0179  HISTORY     - Date     Condition        Report By
 CA0179  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0179  HISTORY     - 1935     GOOD             NGS
 CA0179
 CA0179                          STATION DESCRIPTION
 CA0179
 CA0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0179'11.5 MI E FROM SAN SABA.
 CA0179'11.5 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 13. 10
 CA0179'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0052 ***********************************************************************
 DQ0052  DESIGNATION -  MP 13
 DQ0052  PID         -  DQ0052
 DQ0052  STATE/COUNTY-  TX/LUBBOCK
 DQ0052  USGS QUAD   -  BUSTERVILLE (1985)
 DQ0052
 DQ0052                         *CURRENT SURVEY CONTROL
 DQ0052  ___________________________________________________________________
 DQ0052* NAD 83(1986)-  33 29 40.     (N)    102 02 13.     (W)     SCALED    
 DQ0052* NAVD 88     -      1013.069  (meters)    3323.71   (feet)  ADJUSTED  
 DQ0052  ___________________________________________________________________
 DQ0052  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 DQ0052  DYNAMIC HT  -        1011.751 (meters)    3319.39  (feet)  COMP
 DQ0052  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 DQ0052
 DQ0052  VERT ORDER  -  FIRST     CLASS II
 DQ0052
 DQ0052.The horizontal coordinates were scaled from a topographic map and have
 DQ0052.an estimated accuracy of +/- 6 seconds.
 DQ0052
 DQ0052.The orthometric height was determined by differential leveling
 DQ0052.and adjusted by the National Geodetic Survey in June 1991..
 DQ0052
 DQ0052.The geoid height was determined by GEOID03.
 DQ0052
 DQ0052.The dynamic height is computed by dividing the NAVD 88
 DQ0052.geopotential number by the normal gravity value computed on the
 DQ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0052.degrees latitude (g = 980.6199 gals.).
 DQ0052
 DQ0052.The modeled gravity was interpolated from observed gravity values.
 DQ0052
 DQ0052;                    North         East    Units  Estimated Accuracy
 DQ0052;SPC TXNC     - 2,208,220.      271,410.      MT  (+/- 180 meters Scaled)
 DQ0052
 DQ0052                          SUPERSEDED SURVEY CONTROL
 DQ0052
 DQ0052  NGVD 29 (??/??/92) 1012.698  (m)         3322.49   (f) ADJ UNCH    1 2
 DQ0052
 DQ0052.Superseded values are not recommended for survey control.
 DQ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0052.See file dsdata.txt to determine how the superseded data were derived.
 DQ0052
 DQ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT752100(NAD 83)
 DQ0052_MARKER: B = BOLT
 DQ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0052+STABILITY: SURFACE MOTION
 DQ0052
 DQ0052  HISTORY     - Date     Condition        Report By
 DQ0052  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0052  HISTORY     - 1934     GOOD             NGS
 DQ0052  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0052
 DQ0052                          STATION DESCRIPTION
 DQ0052
 DQ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0052'1.8 MI SW FROM WOLFFORTH.
 DQ0052'1.8 MI. S.W. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0052'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0052'RAILROAD, 33 YARDS SOUTHEAST OF MILE POLE 13, 37 RAIL LENGTHS,
 DQ0052'APPROXIMATELY 410 YARDS SOUTHWEST OF CULVERT NO. 12 A, 14 RAIL LENGTHS
 DQ0052'NORTHEAST OF PRIVATE RAILROAD CROSSING, 49 FEET SOUTHEAST OF TRACK, 1
 DQ0052'FOOT NORTHWEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN TOP OF
 DQ0052'CONCRETE POST.
 DQ0052
 DQ0052                          STATION RECOVERY (1963)
 DQ0052
 DQ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0181 ***********************************************************************
 CA0181  DESIGNATION -  MP 14
 CA0181  PID         -  CA0181
 CA0181  STATE/COUNTY-  TX/SAN SABA
 CA0181  USGS QUAD   -  WOLF RIDGE (1959)
 CA0181
 CA0181                         *CURRENT SURVEY CONTROL
 CA0181  ___________________________________________________________________
 CA0181* NAD 83(1986)-  31 14 06.     (N)    098 34 00.     (W)     SCALED    
 CA0181* NAVD 88     -       361.028  (meters)    1184.47   (feet)  ADJUSTED  
 CA0181  ___________________________________________________________________
 CA0181  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CA0181  DYNAMIC HT  -         360.549 (meters)    1182.90  (feet)  COMP
 CA0181  MODELED GRAV-     979,301.8   (mgal)                       NAVD 88
 CA0181
 CA0181  VERT ORDER  -  SECOND    CLASS 0
 CA0181
 CA0181.The horizontal coordinates were scaled from a topographic map and have
 CA0181.an estimated accuracy of +/- 6 seconds.
 CA0181
 CA0181.The orthometric height was determined by differential leveling
 CA0181.and adjusted by the National Geodetic Survey in June 1991..
 CA0181
 CA0181.The geoid height was determined by GEOID03.
 CA0181
 CA0181.The dynamic height is computed by dividing the NAVD 88
 CA0181.geopotential number by the normal gravity value computed on the
 CA0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0181.degrees latitude (g = 980.6199 gals.).
 CA0181
 CA0181.The modeled gravity was interpolated from observed gravity values.
 CA0181
 CA0181;                    North         East    Units  Estimated Accuracy
 CA0181;SPC TX C     - 3,175,200.      868,280.      MT  (+/- 180 meters Scaled)
 CA0181
 CA0181                          SUPERSEDED SURVEY CONTROL
 CA0181
 CA0181  NGVD 29 (??/??/92)  360.965  (m)         1184.27   (f) ADJ UNCH    2 0
 CA0181
 CA0181.Superseded values are not recommended for survey control.
 CA0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0181.See file dsdata.txt to determine how the superseded data were derived.
 CA0181
 CA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV412557(NAD 83)
 CA0181_MARKER: Z = SEE DESCRIPTION
 CA0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0181_SP_SET: RAIL
 CA0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0181
 CA0181  HISTORY     - Date     Condition        Report By
 CA0181  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0181  HISTORY     - 1935     GOOD             NGS
 CA0181
 CA0181                          STATION DESCRIPTION
 CA0181
 CA0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0181'10.4 MI E FROM SAN SABA.
 CA0181'10.4 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 14. 10
 CA0181'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0054 ***********************************************************************
 DQ0054  DESIGNATION -  MP 14
 DQ0054  PID         -  DQ0054
 DQ0054  STATE/COUNTY-  TX/LUBBOCK
 DQ0054  USGS QUAD   -  BUSTERVILLE (1985)
 DQ0054
 DQ0054                         *CURRENT SURVEY CONTROL
 DQ0054  ___________________________________________________________________
 DQ0054* NAD 83(1986)-  33 29 08.     (N)    102 03 02.     (W)     SCALED    
 DQ0054* NAVD 88     -      1012.662  (meters)    3322.38   (feet)  ADJUSTED  
 DQ0054  ___________________________________________________________________
 DQ0054  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 DQ0054  DYNAMIC HT  -        1011.343 (meters)    3318.05  (feet)  COMP
 DQ0054  MODELED GRAV-     979,299.9   (mgal)                       NAVD 88
 DQ0054
 DQ0054  VERT ORDER  -  FIRST     CLASS II
 DQ0054
 DQ0054.The horizontal coordinates were scaled from a topographic map and have
 DQ0054.an estimated accuracy of +/- 6 seconds.
 DQ0054
 DQ0054.The orthometric height was determined by differential leveling
 DQ0054.and adjusted by the National Geodetic Survey in June 1991..
 DQ0054
 DQ0054.The geoid height was determined by GEOID03.
 DQ0054
 DQ0054.The dynamic height is computed by dividing the NAVD 88
 DQ0054.geopotential number by the normal gravity value computed on the
 DQ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0054.degrees latitude (g = 980.6199 gals.).
 DQ0054
 DQ0054.The modeled gravity was interpolated from observed gravity values.
 DQ0054
 DQ0054;                    North         East    Units  Estimated Accuracy
 DQ0054;SPC TXNC     - 2,207,270.      270,110.      MT  (+/- 180 meters Scaled)
 DQ0054
 DQ0054                          SUPERSEDED SURVEY CONTROL
 DQ0054
 DQ0054  NGVD 29 (??/??/92) 1012.292  (m)         3321.16   (f) ADJ UNCH    1 2
 DQ0054
 DQ0054.Superseded values are not recommended for survey control.
 DQ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0054.See file dsdata.txt to determine how the superseded data were derived.
 DQ0054
 DQ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT740090(NAD 83)
 DQ0054_MARKER: B = BOLT
 DQ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0054+STABILITY: SURFACE MOTION
 DQ0054
 DQ0054  HISTORY     - Date     Condition        Report By
 DQ0054  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0054  HISTORY     - 1934     GOOD             NGS
 DQ0054
 DQ0054                          STATION DESCRIPTION
 DQ0054
 DQ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0054'2.8 MI SW FROM WOLFFORTH.
 DQ0054'2.8 MI. S.W. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0054'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0054'RAILROAD, 33 YARDS SOUTHEAST OF MILE POLE 14, 49 FEET SOUTHEAST OF
 DQ0054'TRACK, 1 FOOT NORTHWEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN TOP
 DQ0054'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0182 ***********************************************************************
 CA0182  DESIGNATION -  MP 15
 CA0182  PID         -  CA0182
 CA0182  STATE/COUNTY-  TX/SAN SABA
 CA0182  USGS QUAD   -  WOLF RIDGE (1959)
 CA0182
 CA0182                         *CURRENT SURVEY CONTROL
 CA0182  ___________________________________________________________________
 CA0182* NAD 83(1986)-  31 13 56.     (N)    098 34 46.     (W)     SCALED    
 CA0182* NAVD 88     -       367.562  (meters)    1205.91   (feet)  ADJUSTED  
 CA0182  ___________________________________________________________________
 CA0182  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 CA0182  DYNAMIC HT  -         367.075 (meters)    1204.31  (feet)  COMP
 CA0182  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 CA0182
 CA0182  VERT ORDER  -  SECOND    CLASS 0
 CA0182
 CA0182.The horizontal coordinates were scaled from a topographic map and have
 CA0182.an estimated accuracy of +/- 6 seconds.
 CA0182
 CA0182.The orthometric height was determined by differential leveling
 CA0182.and adjusted by the National Geodetic Survey in June 1991..
 CA0182
 CA0182.The geoid height was determined by GEOID03.
 CA0182
 CA0182.The dynamic height is computed by dividing the NAVD 88
 CA0182.geopotential number by the normal gravity value computed on the
 CA0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0182.degrees latitude (g = 980.6199 gals.).
 CA0182
 CA0182.The modeled gravity was interpolated from observed gravity values.
 CA0182
 CA0182;                    North         East    Units  Estimated Accuracy
 CA0182;SPC TX C     - 3,174,870.      867,070.      MT  (+/- 180 meters Scaled)
 CA0182
 CA0182                          SUPERSEDED SURVEY CONTROL
 CA0182
 CA0182  NGVD 29 (??/??/92)  367.499  (m)         1205.70   (f) ADJ UNCH    2 0
 CA0182
 CA0182.Superseded values are not recommended for survey control.
 CA0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0182.See file dsdata.txt to determine how the superseded data were derived.
 CA0182
 CA0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV400554(NAD 83)
 CA0182_MARKER: Z = SEE DESCRIPTION
 CA0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0182_SP_SET: RAIL
 CA0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0182
 CA0182  HISTORY     - Date     Condition        Report By
 CA0182  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0182  HISTORY     - 1935     GOOD             NGS
 CA0182
 CA0182                          STATION DESCRIPTION
 CA0182
 CA0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0182'9.4 MI E FROM SAN SABA.
 CA0182'9.4 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 15. 10
 CA0182'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0055 ***********************************************************************
 DQ0055  DESIGNATION -  MP 15
 DQ0055  PID         -  DQ0055
 DQ0055  STATE/COUNTY-  TX/LUBBOCK
 DQ0055  USGS QUAD   -  BUSTERVILLE (1985)
 DQ0055
 DQ0055                         *CURRENT SURVEY CONTROL
 DQ0055  ___________________________________________________________________
 DQ0055* NAD 83(1986)-  33 28 36.     (N)    102 03 54.     (W)     SCALED    
 DQ0055* NAVD 88     -      1012.405  (meters)    3321.53   (feet)  ADJUSTED  
 DQ0055  ___________________________________________________________________
 DQ0055  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 DQ0055  DYNAMIC HT  -        1011.086 (meters)    3317.20  (feet)  COMP
 DQ0055  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 DQ0055
 DQ0055  VERT ORDER  -  FIRST     CLASS II
 DQ0055
 DQ0055.The horizontal coordinates were scaled from a topographic map and have
 DQ0055.an estimated accuracy of +/- 6 seconds.
 DQ0055
 DQ0055.The orthometric height was determined by differential leveling
 DQ0055.and adjusted by the National Geodetic Survey in June 1991..
 DQ0055
 DQ0055.The geoid height was determined by GEOID03.
 DQ0055
 DQ0055.The dynamic height is computed by dividing the NAVD 88
 DQ0055.geopotential number by the normal gravity value computed on the
 DQ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0055.degrees latitude (g = 980.6199 gals.).
 DQ0055
 DQ0055.The modeled gravity was interpolated from observed gravity values.
 DQ0055
 DQ0055;                    North         East    Units  Estimated Accuracy
 DQ0055;SPC TXNC     - 2,206,330.      268,740.      MT  (+/- 180 meters Scaled)
 DQ0055
 DQ0055                          SUPERSEDED SURVEY CONTROL
 DQ0055
 DQ0055  NGVD 29 (??/??/92) 1012.035  (m)         3320.32   (f) ADJ UNCH    1 2
 DQ0055
 DQ0055.Superseded values are not recommended for survey control.
 DQ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0055.See file dsdata.txt to determine how the superseded data were derived.
 DQ0055
 DQ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT727079(NAD 83)
 DQ0055_MARKER: B = BOLT
 DQ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0055+STABILITY: SURFACE MOTION
 DQ0055
 DQ0055  HISTORY     - Date     Condition        Report By
 DQ0055  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0055  HISTORY     - 1934     GOOD             NGS
 DQ0055  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0055
 DQ0055                          STATION DESCRIPTION
 DQ0055
 DQ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0055'4.0 MI SW FROM WOLFFORTH.
 DQ0055'4.0 MI. S.W. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0055'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0055'RAILROAD, 400 YARDS SOUTHWEST OF MILE POLE 15, 15 RAIL LENGTHS,
 DQ0055'APPROXIMATELY 165 YARDS SOUTHWEST OF PUBLIC RAILROAD CROSSING, 1 FOOT
 DQ0055'NORTHWEST OF RIGHT OF WAY FENCE, 49 FEET SOUTHEAST OF TRACK.  TRACK
 DQ0055'BOLT SET IN TOP OF CONCRETE POST.
 DQ0055
 DQ0055                          STATION RECOVERY (1963)
 DQ0055
 DQ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0183 ***********************************************************************
 CA0183  DESIGNATION -  MP 16
 CA0183  PID         -  CA0183
 CA0183  STATE/COUNTY-  TX/SAN SABA
 CA0183  USGS QUAD   -  WOLF RIDGE (1959)
 CA0183
 CA0183                         *CURRENT SURVEY CONTROL
 CA0183  ___________________________________________________________________
 CA0183* NAD 83(1986)-  31 13 42.     (N)    098 35 40.     (W)     SCALED    
 CA0183* NAVD 88     -       360.534  (meters)    1182.85   (feet)  ADJUSTED  
 CA0183  ___________________________________________________________________
 CA0183  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 CA0183  DYNAMIC HT  -         360.056 (meters)    1181.28  (feet)  COMP
 CA0183  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 CA0183
 CA0183  VERT ORDER  -  SECOND    CLASS 0
 CA0183
 CA0183.The horizontal coordinates were scaled from a topographic map and have
 CA0183.an estimated accuracy of +/- 6 seconds.
 CA0183
 CA0183.The orthometric height was determined by differential leveling
 CA0183.and adjusted by the National Geodetic Survey in June 1991..
 CA0183
 CA0183.The geoid height was determined by GEOID03.
 CA0183
 CA0183.The dynamic height is computed by dividing the NAVD 88
 CA0183.geopotential number by the normal gravity value computed on the
 CA0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0183.degrees latitude (g = 980.6199 gals.).
 CA0183
 CA0183.The modeled gravity was interpolated from observed gravity values.
 CA0183
 CA0183;                    North         East    Units  Estimated Accuracy
 CA0183;SPC TX C     - 3,174,410.      865,650.      MT  (+/- 180 meters Scaled)
 CA0183
 CA0183                          SUPERSEDED SURVEY CONTROL
 CA0183
 CA0183  NGVD 29 (??/??/92)  360.474  (m)         1182.66   (f) ADJ UNCH    2 0
 CA0183
 CA0183.Superseded values are not recommended for survey control.
 CA0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0183.See file dsdata.txt to determine how the superseded data were derived.
 CA0183
 CA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV386549(NAD 83)
 CA0183_MARKER: Z = SEE DESCRIPTION
 CA0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0183_SP_SET: RAIL
 CA0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0183
 CA0183  HISTORY     - Date     Condition        Report By
 CA0183  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0183  HISTORY     - 1935     GOOD             NGS
 CA0183
 CA0183                          STATION DESCRIPTION
 CA0183
 CA0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0183'8.4 MI E FROM SAN SABA.
 CA0183'8.4 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 16. 10
 CA0183'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0056 ***********************************************************************
 DQ0056  DESIGNATION -  MP 16
 DQ0056  PID         -  DQ0056
 DQ0056  STATE/COUNTY-  TX/HOCKLEY
 DQ0056  USGS QUAD   -  BUSTERVILLE (1985)
 DQ0056
 DQ0056                         *CURRENT SURVEY CONTROL
 DQ0056  ___________________________________________________________________
 DQ0056* NAD 83(1986)-  33 28 05.     (N)    102 04 44.     (W)     SCALED    
 DQ0056* NAVD 88     -      1017.223  (meters)    3337.34   (feet)  ADJUSTED  
 DQ0056  ___________________________________________________________________
 DQ0056  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 DQ0056  DYNAMIC HT  -        1015.897 (meters)    3332.99  (feet)  COMP
 DQ0056  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 DQ0056
 DQ0056  VERT ORDER  -  FIRST     CLASS II
 DQ0056
 DQ0056.The horizontal coordinates were scaled from a topographic map and have
 DQ0056.an estimated accuracy of +/- 6 seconds.
 DQ0056
 DQ0056.The orthometric height was determined by differential leveling
 DQ0056.and adjusted by the National Geodetic Survey in June 1991..
 DQ0056
 DQ0056.The geoid height was determined by GEOID03.
 DQ0056
 DQ0056.The dynamic height is computed by dividing the NAVD 88
 DQ0056.geopotential number by the normal gravity value computed on the
 DQ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0056.degrees latitude (g = 980.6199 gals.).
 DQ0056
 DQ0056.The modeled gravity was interpolated from observed gravity values.
 DQ0056
 DQ0056;                    North         East    Units  Estimated Accuracy
 DQ0056;SPC TXNC     - 2,205,420.      267,420.      MT  (+/- 180 meters Scaled)
 DQ0056
 DQ0056                          SUPERSEDED SURVEY CONTROL
 DQ0056
 DQ0056  NGVD 29 (??/??/92) 1016.852  (m)         3336.12   (f) ADJ UNCH    1 2
 DQ0056
 DQ0056.Superseded values are not recommended for survey control.
 DQ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0056.See file dsdata.txt to determine how the superseded data were derived.
 DQ0056
 DQ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT714069(NAD 83)
 DQ0056_MARKER: B = BOLT
 DQ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0056+STABILITY: SURFACE MOTION
 DQ0056
 DQ0056  HISTORY     - Date     Condition        Report By
 DQ0056  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0056  HISTORY     - 1934     GOOD             NGS
 DQ0056
 DQ0056                          STATION DESCRIPTION
 DQ0056
 DQ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0056'4.8 MI SW FROM WOLFFORTH.
 DQ0056'4.8 MI. S.W. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0056'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0056'RAILROAD, 35 YARDS SOUTHEAST OF MILE POLE 16, 55 RAIL LENGTHS,
 DQ0056'APPROXIMATELY 400 YARDS NORTHEAST OF WOODEN TRESTLE 16 A, 7 RAIL
 DQ0056'LENGTHS SOUTHEAST OF PUBLIC CROSSING, 49 FEET SOUTHEAST OF TRACK, 1
 DQ0056'FOOT NORTHWEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN TOP OF
 DQ0056'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0185 ***********************************************************************
 CA0185  DESIGNATION -  MP 17
 CA0185  PID         -  CA0185
 CA0185  STATE/COUNTY-  TX/SAN SABA
 CA0185  USGS QUAD   -  WOLF RIDGE (1959)
 CA0185
 CA0185                         *CURRENT SURVEY CONTROL
 CA0185  ___________________________________________________________________
 CA0185* NAD 83(1986)-  31 13 44.     (N)    098 36 30.     (W)     SCALED    
 CA0185* NAVD 88     -       355.940  (meters)    1167.78   (feet)  ADJUSTED  
 CA0185  ___________________________________________________________________
 CA0185  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 CA0185  DYNAMIC HT  -         355.469 (meters)    1166.23  (feet)  COMP
 CA0185  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 CA0185
 CA0185  VERT ORDER  -  SECOND    CLASS 0
 CA0185
 CA0185.The horizontal coordinates were scaled from a topographic map and have
 CA0185.an estimated accuracy of +/- 6 seconds.
 CA0185
 CA0185.The orthometric height was determined by differential leveling
 CA0185.and adjusted by the National Geodetic Survey in June 1991..
 CA0185
 CA0185.The geoid height was determined by GEOID03.
 CA0185
 CA0185.The dynamic height is computed by dividing the NAVD 88
 CA0185.geopotential number by the normal gravity value computed on the
 CA0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0185.degrees latitude (g = 980.6199 gals.).
 CA0185
 CA0185.The modeled gravity was interpolated from observed gravity values.
 CA0185
 CA0185;                    North         East    Units  Estimated Accuracy
 CA0185;SPC TX C     - 3,174,460.      864,330.      MT  (+/- 180 meters Scaled)
 CA0185
 CA0185                          SUPERSEDED SURVEY CONTROL
 CA0185
 CA0185  NGVD 29 (??/??/92)  355.881  (m)         1167.59   (f) ADJ UNCH    2 0
 CA0185
 CA0185.Superseded values are not recommended for survey control.
 CA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0185.See file dsdata.txt to determine how the superseded data were derived.
 CA0185
 CA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV373550(NAD 83)
 CA0185_MARKER: Z = SEE DESCRIPTION
 CA0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0185_SP_SET: RAIL
 CA0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0185
 CA0185  HISTORY     - Date     Condition        Report By
 CA0185  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0185  HISTORY     - 1935     GOOD             NGS
 CA0185
 CA0185                          STATION DESCRIPTION
 CA0185
 CA0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0185'7.4 MI E FROM SAN SABA.
 CA0185'7.4 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 17. 10
 CA0185'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0186 ***********************************************************************
 CA0186  DESIGNATION -  MP 18
 CA0186  PID         -  CA0186
 CA0186  STATE/COUNTY-  TX/SAN SABA
 CA0186  USGS QUAD   -  SAN SABA (1976)
 CA0186
 CA0186                         *CURRENT SURVEY CONTROL
 CA0186  ___________________________________________________________________
 CA0186* NAD 83(1986)-  31 13 54.     (N)    098 37 34.     (W)     SCALED    
 CA0186* NAVD 88     -       357.694  (meters)    1173.53   (feet)  ADJUSTED  
 CA0186  ___________________________________________________________________
 CA0186  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 CA0186  DYNAMIC HT  -         357.221 (meters)    1171.98  (feet)  COMP
 CA0186  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 CA0186
 CA0186  VERT ORDER  -  SECOND    CLASS 0
 CA0186
 CA0186.The horizontal coordinates were scaled from a topographic map and have
 CA0186.an estimated accuracy of +/- 6 seconds.
 CA0186
 CA0186.The orthometric height was determined by differential leveling
 CA0186.and adjusted by the National Geodetic Survey in June 1991..
 CA0186
 CA0186.The geoid height was determined by GEOID03.
 CA0186
 CA0186.The dynamic height is computed by dividing the NAVD 88
 CA0186.geopotential number by the normal gravity value computed on the
 CA0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0186.degrees latitude (g = 980.6199 gals.).
 CA0186
 CA0186.The modeled gravity was interpolated from observed gravity values.
 CA0186
 CA0186;                    North         East    Units  Estimated Accuracy
 CA0186;SPC TX C     - 3,174,740.      862,630.      MT  (+/- 180 meters Scaled)
 CA0186
 CA0186                          SUPERSEDED SURVEY CONTROL
 CA0186
 CA0186  NGVD 29 (??/??/92)  357.636  (m)         1173.34   (f) ADJ UNCH    2 0
 CA0186
 CA0186.Superseded values are not recommended for survey control.
 CA0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0186.See file dsdata.txt to determine how the superseded data were derived.
 CA0186
 CA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV356553(NAD 83)
 CA0186_MARKER: Z = SEE DESCRIPTION
 CA0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0186_SP_SET: RAIL
 CA0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0186
 CA0186  HISTORY     - Date     Condition        Report By
 CA0186  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0186  HISTORY     - 1935     GOOD             NGS
 CA0186
 CA0186                          STATION DESCRIPTION
 CA0186
 CA0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0186'6.4 MI E FROM SAN SABA.
 CA0186'6.4 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 18. 10
 CA0186'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0059 ***********************************************************************
 DQ0059  DESIGNATION -  MP 18
 DQ0059  PID         -  DQ0059
 DQ0059  STATE/COUNTY-  TX/HOCKLEY
 DQ0059  USGS QUAD   -  BUSTERVILLE (1985)
 DQ0059
 DQ0059                         *CURRENT SURVEY CONTROL
 DQ0059  ___________________________________________________________________
 DQ0059* NAD 83(1986)-  33 27 04.     (N)    102 06 25.     (W)     SCALED    
 DQ0059* NAVD 88     -      1019.410  (meters)    3344.51   (feet)  ADJUSTED  
 DQ0059  ___________________________________________________________________
 DQ0059  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 DQ0059  DYNAMIC HT  -        1018.078 (meters)    3340.14  (feet)  COMP
 DQ0059  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 DQ0059
 DQ0059  VERT ORDER  -  FIRST     CLASS II
 DQ0059
 DQ0059.The horizontal coordinates were scaled from a topographic map and have
 DQ0059.an estimated accuracy of +/- 6 seconds.
 DQ0059
 DQ0059.The orthometric height was determined by differential leveling
 DQ0059.and adjusted by the National Geodetic Survey in June 1991..
 DQ0059
 DQ0059.The geoid height was determined by GEOID03.
 DQ0059
 DQ0059.The dynamic height is computed by dividing the NAVD 88
 DQ0059.geopotential number by the normal gravity value computed on the
 DQ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0059.degrees latitude (g = 980.6199 gals.).
 DQ0059
 DQ0059.The modeled gravity was interpolated from observed gravity values.
 DQ0059
 DQ0059;                    North         East    Units  Estimated Accuracy
 DQ0059;SPC TXNC     - 2,203,640.      264,750.      MT  (+/- 180 meters Scaled)
 DQ0059
 DQ0059                          SUPERSEDED SURVEY CONTROL
 DQ0059
 DQ0059  NGVD 29 (??/??/92) 1019.036  (m)         3343.29   (f) ADJ UNCH    1 2
 DQ0059
 DQ0059.Superseded values are not recommended for survey control.
 DQ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0059.See file dsdata.txt to determine how the superseded data were derived.
 DQ0059
 DQ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT689050(NAD 83)
 DQ0059_MARKER: B = BOLT
 DQ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0059+STABILITY: SURFACE MOTION
 DQ0059
 DQ0059  HISTORY     - Date     Condition        Report By
 DQ0059  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0059  HISTORY     - 1934     GOOD             NGS
 DQ0059  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0059
 DQ0059                          STATION DESCRIPTION
 DQ0059
 DQ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0059'4.1 MI NE FROM ROPESVILLE.
 DQ0059'4.1 MI. N.E. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0059'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0059'RAILROAD, 30 YARDS SOUTHEAST OF MILE POLE 18, 49 FEET SOUTHEAST OF
 DQ0059'TRACK, 1 FOOT NORTHWEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN TOP
 DQ0059'OF CONCRETE POST.
 DQ0059
 DQ0059                          STATION RECOVERY (1963)
 DQ0059
 DQ0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0188 ***********************************************************************
 CA0188  DESIGNATION -  MP 19
 CA0188  PID         -  CA0188
 CA0188  STATE/COUNTY-  TX/SAN SABA
 CA0188  USGS QUAD   -  SAN SABA (1976)
 CA0188
 CA0188                         *CURRENT SURVEY CONTROL
 CA0188  ___________________________________________________________________
 CA0188* NAD 83(1986)-  31 13 18.     (N)    098 38 12.     (W)     SCALED    
 CA0188* NAVD 88     -       359.209  (meters)    1178.50   (feet)  ADJUSTED  
 CA0188  ___________________________________________________________________
 CA0188  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 CA0188  DYNAMIC HT  -         358.734 (meters)    1176.95  (feet)  COMP
 CA0188  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 CA0188
 CA0188  VERT ORDER  -  SECOND    CLASS 0
 CA0188
 CA0188.The horizontal coordinates were scaled from a topographic map and have
 CA0188.an estimated accuracy of +/- 6 seconds.
 CA0188
 CA0188.The orthometric height was determined by differential leveling
 CA0188.and adjusted by the National Geodetic Survey in June 1991..
 CA0188
 CA0188.The geoid height was determined by GEOID03.
 CA0188
 CA0188.The dynamic height is computed by dividing the NAVD 88
 CA0188.geopotential number by the normal gravity value computed on the
 CA0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0188.degrees latitude (g = 980.6199 gals.).
 CA0188
 CA0188.The modeled gravity was interpolated from observed gravity values.
 CA0188
 CA0188;                    North         East    Units  Estimated Accuracy
 CA0188;SPC TX C     - 3,173,610.      861,640.      MT  (+/- 180 meters Scaled)
 CA0188
 CA0188                          SUPERSEDED SURVEY CONTROL
 CA0188
 CA0188  NGVD 29 (??/??/92)  359.150  (m)         1178.31   (f) ADJ UNCH    2 0
 CA0188
 CA0188.Superseded values are not recommended for survey control.
 CA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0188.See file dsdata.txt to determine how the superseded data were derived.
 CA0188
 CA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV346542(NAD 83)
 CA0188_MARKER: Z = SEE DESCRIPTION
 CA0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0188_SP_SET: RAIL
 CA0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0188
 CA0188  HISTORY     - Date     Condition        Report By
 CA0188  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0188  HISTORY     - 1935     GOOD             NGS
 CA0188
 CA0188                          STATION DESCRIPTION
 CA0188
 CA0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0188'5.4 MI E FROM SAN SABA.
 CA0188'5.4 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POLE 19. 10
 CA0188'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0061 ***********************************************************************
 DQ0061  DESIGNATION -  MP 19
 DQ0061  PID         -  DQ0061
 DQ0061  STATE/COUNTY-  TX/HOCKLEY
 DQ0061  USGS QUAD   -  BUSTERVILLE (1985)
 DQ0061
 DQ0061                         *CURRENT SURVEY CONTROL
 DQ0061  ___________________________________________________________________
 DQ0061* NAD 83(1986)-  33 26 33.     (N)    102 07 14.     (W)     SCALED    
 DQ0061* NAVD 88     -      1021.455  (meters)    3351.22   (feet)  ADJUSTED  
 DQ0061  ___________________________________________________________________
 DQ0061  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 DQ0061  DYNAMIC HT  -        1020.119 (meters)    3346.84  (feet)  COMP
 DQ0061  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 DQ0061
 DQ0061  VERT ORDER  -  FIRST     CLASS II
 DQ0061
 DQ0061.The horizontal coordinates were scaled from a topographic map and have
 DQ0061.an estimated accuracy of +/- 6 seconds.
 DQ0061
 DQ0061.The orthometric height was determined by differential leveling
 DQ0061.and adjusted by the National Geodetic Survey in June 1991..
 DQ0061
 DQ0061.The geoid height was determined by GEOID03.
 DQ0061
 DQ0061.The dynamic height is computed by dividing the NAVD 88
 DQ0061.geopotential number by the normal gravity value computed on the
 DQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0061.degrees latitude (g = 980.6199 gals.).
 DQ0061
 DQ0061.The modeled gravity was interpolated from observed gravity values.
 DQ0061
 DQ0061;                    North         East    Units  Estimated Accuracy
 DQ0061;SPC TXNC     - 2,202,720.      263,450.      MT  (+/- 180 meters Scaled)
 DQ0061
 DQ0061                          SUPERSEDED SURVEY CONTROL
 DQ0061
 DQ0061  NGVD 29 (??/??/92) 1021.081  (m)         3350.00   (f) ADJ UNCH    1 2
 DQ0061
 DQ0061.Superseded values are not recommended for survey control.
 DQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0061.See file dsdata.txt to determine how the superseded data were derived.
 DQ0061
 DQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT676040(NAD 83)
 DQ0061_MARKER: B = BOLT
 DQ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0061+STABILITY: SURFACE MOTION
 DQ0061
 DQ0061  HISTORY     - Date     Condition        Report By
 DQ0061  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0061  HISTORY     - 1934     GOOD             NGS
 DQ0061  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0061
 DQ0061                          STATION DESCRIPTION
 DQ0061
 DQ0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0061'3.1 MI NE FROM ROPESVILLE.
 DQ0061'3.1 MI. N.E. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0061'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0061'RAILROAD, 38 YARDS EAST OF MILE POLE 19, 49 FEET SOUTHEAST OF TRACK, 1
 DQ0061'FOOT NORTHWEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN TOP OF
 DQ0061'CONCRETE POST.
 DQ0061
 DQ0061                          STATION RECOVERY (1963)
 DQ0061
 DQ0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1331 ***********************************************************************
 FL1331  DESIGNATION -  MP 19
 FL1331  PID         -  FL1331
 FL1331  STATE/COUNTY-  TX/MOORE
 FL1331  USGS QUAD   -  MARSH (1953)
 FL1331
 FL1331                         *CURRENT SURVEY CONTROL
 FL1331  ___________________________________________________________________
 FL1331* NAD 83(1986)-  35 37 12.     (N)    101 57 39.     (W)     SCALED    
 FL1331* NAVD 88     -      1120.014  (meters)    3674.58   (feet)  ADJUSTED  
 FL1331  ___________________________________________________________________
 FL1331  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1331  DYNAMIC HT  -        1118.702 (meters)    3670.27  (feet)  COMP
 FL1331  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 FL1331
 FL1331  VERT ORDER  -  SECOND    CLASS 0
 FL1331
 FL1331.The horizontal coordinates were scaled from a topographic map and have
 FL1331.an estimated accuracy of +/- 6 seconds.
 FL1331
 FL1331.The orthometric height was determined by differential leveling
 FL1331.and adjusted by the National Geodetic Survey in June 1991..
 FL1331
 FL1331.The geoid height was determined by GEOID03.
 FL1331
 FL1331.The dynamic height is computed by dividing the NAVD 88
 FL1331.geopotential number by the normal gravity value computed on the
 FL1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1331.degrees latitude (g = 980.6199 gals.).
 FL1331
 FL1331.The modeled gravity was interpolated from observed gravity values.
 FL1331
 FL1331;                    North         East    Units  Estimated Accuracy
 FL1331;SPC TX N     - 1,179,820.      158,260.      MT  (+/- 180 meters Scaled)
 FL1331
 FL1331                          SUPERSEDED SURVEY CONTROL
 FL1331
 FL1331  NGVD 29 (??/??/92) 1119.472  (m)         3672.80   (f) ADJ UNCH    2 0
 FL1331
 FL1331.Superseded values are not recommended for survey control.
 FL1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1331.See file dsdata.txt to determine how the superseded data were derived.
 FL1331
 FL1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE318458(NAD 83)
 FL1331_MARKER: Z = SEE DESCRIPTION
 FL1331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1331_SP_SET: MONUMENT
 FL1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1331
 FL1331  HISTORY     - Date     Condition        Report By
 FL1331  HISTORY     - UNK      MONUMENTED       LOCENG
 FL1331  HISTORY     - 1934     GOOD             NGS
 FL1331
 FL1331                          STATION DESCRIPTION
 FL1331
 FL1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1331'18.7 MI SE FROM DUMAS.
 FL1331'18.7 MILES SE OF AND ALONG THE S.F.R.R. LOCATED ON THE COUNTY LINE OF
 FL1331'MOORE AND POTTER COUNTIES.  100 YARDS W OF U.S. HIGHWAY NO. 385.
 FL1331'APPROXIMATELY 300 YARDS E OF SANTA FE R.R. WHICH POINT IS 18.7 MILES
 FL1331'SE OF DUMAS.  TELEPHONE POLE NEAR THE HIGHWAY IS PAINTED 3672.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0189 ***********************************************************************
 CA0189  DESIGNATION -  MP 20
 CA0189  PID         -  CA0189
 CA0189  STATE/COUNTY-  TX/SAN SABA
 CA0189  USGS QUAD   -  SAN SABA (1976)
 CA0189
 CA0189                         *CURRENT SURVEY CONTROL
 CA0189  ___________________________________________________________________
 CA0189* NAD 83(1986)-  31 12 50.     (N)    098 39 00.     (W)     SCALED    
 CA0189* NAVD 88     -       362.066  (meters)    1187.88   (feet)  ADJUSTED  
 CA0189  ___________________________________________________________________
 CA0189  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CA0189  DYNAMIC HT  -         361.586 (meters)    1186.30  (feet)  COMP
 CA0189  MODELED GRAV-     979,304.6   (mgal)                       NAVD 88
 CA0189
 CA0189  VERT ORDER  -  SECOND    CLASS 0
 CA0189
 CA0189.The horizontal coordinates were scaled from a topographic map and have
 CA0189.an estimated accuracy of +/- 6 seconds.
 CA0189
 CA0189.The orthometric height was determined by differential leveling
 CA0189.and adjusted by the National Geodetic Survey in June 1991..
 CA0189
 CA0189.The geoid height was determined by GEOID03.
 CA0189
 CA0189.The dynamic height is computed by dividing the NAVD 88
 CA0189.geopotential number by the normal gravity value computed on the
 CA0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0189.degrees latitude (g = 980.6199 gals.).
 CA0189
 CA0189.The modeled gravity was interpolated from observed gravity values.
 CA0189
 CA0189;                    North         East    Units  Estimated Accuracy
 CA0189;SPC TX C     - 3,172,730.      860,380.      MT  (+/- 180 meters Scaled)
 CA0189
 CA0189                          SUPERSEDED SURVEY CONTROL
 CA0189
 CA0189  NGVD 29 (??/??/92)  362.007  (m)         1187.68   (f) ADJ UNCH    2 0
 CA0189
 CA0189.Superseded values are not recommended for survey control.
 CA0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0189.See file dsdata.txt to determine how the superseded data were derived.
 CA0189
 CA0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV333533(NAD 83)
 CA0189_MARKER: Z = SEE DESCRIPTION
 CA0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0189_SP_SET: RAIL
 CA0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0189
 CA0189  HISTORY     - Date     Condition        Report By
 CA0189  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0189  HISTORY     - 1935     GOOD             NGS
 CA0189
 CA0189                          STATION DESCRIPTION
 CA0189
 CA0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0189'4.4 MI E FROM SAN SABA.
 CA0189'4.4 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 20. 10
 CA0189'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0062 ***********************************************************************
 DQ0062  DESIGNATION -  MP 20
 DQ0062  PID         -  DQ0062
 DQ0062  STATE/COUNTY-  TX/HOCKLEY
 DQ0062  USGS QUAD   -  ROPESVILLE (1985)
 DQ0062
 DQ0062                         *CURRENT SURVEY CONTROL
 DQ0062  ___________________________________________________________________
 DQ0062* NAD 83(1986)-  33 26 06.     (N)    102 08 00.     (W)     SCALED    
 DQ0062* NAVD 88     -      1026.680  (meters)    3368.37   (feet)  ADJUSTED  
 DQ0062  ___________________________________________________________________
 DQ0062  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 DQ0062  DYNAMIC HT  -        1025.336 (meters)    3363.96  (feet)  COMP
 DQ0062  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 DQ0062
 DQ0062  VERT ORDER  -  FIRST     CLASS II
 DQ0062
 DQ0062.The horizontal coordinates were scaled from a topographic map and have
 DQ0062.an estimated accuracy of +/- 6 seconds.
 DQ0062
 DQ0062.The orthometric height was determined by differential leveling
 DQ0062.and adjusted by the National Geodetic Survey in June 1991..
 DQ0062
 DQ0062.The geoid height was determined by GEOID03.
 DQ0062
 DQ0062.The dynamic height is computed by dividing the NAVD 88
 DQ0062.geopotential number by the normal gravity value computed on the
 DQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0062.degrees latitude (g = 980.6199 gals.).
 DQ0062
 DQ0062.The modeled gravity was interpolated from observed gravity values.
 DQ0062
 DQ0062;                    North         East    Units  Estimated Accuracy
 DQ0062;SPC TXNC     - 2,201,930.      262,230.      MT  (+/- 180 meters Scaled)
 DQ0062
 DQ0062                          SUPERSEDED SURVEY CONTROL
 DQ0062
 DQ0062  NGVD 29 (??/??/92) 1026.306  (m)         3367.14   (f) ADJ UNCH    1 2
 DQ0062
 DQ0062.Superseded values are not recommended for survey control.
 DQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0062.See file dsdata.txt to determine how the superseded data were derived.
 DQ0062
 DQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT665031(NAD 83)
 DQ0062_MARKER: B = BOLT
 DQ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0062+STABILITY: SURFACE MOTION
 DQ0062
 DQ0062  HISTORY     - Date     Condition        Report By
 DQ0062  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0062  HISTORY     - 1934     GOOD             NGS
 DQ0062  HISTORY     - 1956     MARK NOT FOUND   USGS
 DQ0062
 DQ0062                          STATION DESCRIPTION
 DQ0062
 DQ0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0062'2.2 MI NE FROM ROPESVILLE.
 DQ0062'2.2 MI. N.E. ALONG P. AND S.F. RR FROM RR STATION.  ALONG THE RIGHT OF
 DQ0062'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0062'RAILROAD, 165 YARDS NORTHEAST OF MILE POLE 20, 49 FEET SOUTHEAST OF
 DQ0062'THE TRACK, 1 FOOT NORTHWEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN
 DQ0062'TOP OF CONCRETE POST.
 DQ0062
 DQ0062                          STATION RECOVERY (1956)
 DQ0062
 DQ0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DQ0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0191 ***********************************************************************
 CA0191  DESIGNATION -  MP 21
 CA0191  PID         -  CA0191
 CA0191  STATE/COUNTY-  TX/SAN SABA
 CA0191  USGS QUAD   -  SAN SABA (1976)
 CA0191
 CA0191                         *CURRENT SURVEY CONTROL
 CA0191  ___________________________________________________________________
 CA0191* NAD 83(1986)-  31 12 21.     (N)    098 39 49.     (W)     SCALED    
 CA0191* NAVD 88     -       363.978  (meters)    1194.15   (feet)  ADJUSTED  
 CA0191  ___________________________________________________________________
 CA0191  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 CA0191  DYNAMIC HT  -         363.495 (meters)    1192.57  (feet)  COMP
 CA0191  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 CA0191
 CA0191  VERT ORDER  -  SECOND    CLASS 0
 CA0191
 CA0191.The horizontal coordinates were scaled from a topographic map and have
 CA0191.an estimated accuracy of +/- 6 seconds.
 CA0191
 CA0191.The orthometric height was determined by differential leveling
 CA0191.and adjusted by the National Geodetic Survey in June 1991..
 CA0191
 CA0191.The geoid height was determined by GEOID03.
 CA0191
 CA0191.The dynamic height is computed by dividing the NAVD 88
 CA0191.geopotential number by the normal gravity value computed on the
 CA0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0191.degrees latitude (g = 980.6199 gals.).
 CA0191
 CA0191.The modeled gravity was interpolated from observed gravity values.
 CA0191
 CA0191;                    North         East    Units  Estimated Accuracy
 CA0191;SPC TX C     - 3,171,820.      859,100.      MT  (+/- 180 meters Scaled)
 CA0191
 CA0191                          SUPERSEDED SURVEY CONTROL
 CA0191
 CA0191  NGVD 29 (??/??/92)  363.919  (m)         1193.96   (f) ADJ UNCH    2 0
 CA0191
 CA0191.Superseded values are not recommended for survey control.
 CA0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0191.See file dsdata.txt to determine how the superseded data were derived.
 CA0191
 CA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV320524(NAD 83)
 CA0191_MARKER: Z = SEE DESCRIPTION
 CA0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0191_SP_SET: RAIL
 CA0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0191
 CA0191  HISTORY     - Date     Condition        Report By
 CA0191  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0191  HISTORY     - 1935     GOOD             NGS
 CA0191
 CA0191                          STATION DESCRIPTION
 CA0191
 CA0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0191'3.4 MI E FROM SAN SABA.
 CA0191'3.4 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 21. 10
 CA0191'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0192 ***********************************************************************
 CA0192  DESIGNATION -  MP 22
 CA0192  PID         -  CA0192
 CA0192  STATE/COUNTY-  TX/SAN SABA
 CA0192  USGS QUAD   -  SAN SABA (1976)
 CA0192
 CA0192                         *CURRENT SURVEY CONTROL
 CA0192  ___________________________________________________________________
 CA0192* NAD 83(1986)-  31 12 03.     (N)    098 40 45.     (W)     SCALED    
 CA0192* NAVD 88     -       361.705  (meters)    1186.69   (feet)  ADJUSTED  
 CA0192  ___________________________________________________________________
 CA0192  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 CA0192  DYNAMIC HT  -         361.225 (meters)    1185.12  (feet)  COMP
 CA0192  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 CA0192
 CA0192  VERT ORDER  -  SECOND    CLASS 0
 CA0192
 CA0192.The horizontal coordinates were scaled from a topographic map and have
 CA0192.an estimated accuracy of +/- 6 seconds.
 CA0192
 CA0192.The orthometric height was determined by differential leveling
 CA0192.and adjusted by the National Geodetic Survey in June 1991..
 CA0192
 CA0192.The geoid height was determined by GEOID03.
 CA0192
 CA0192.The dynamic height is computed by dividing the NAVD 88
 CA0192.geopotential number by the normal gravity value computed on the
 CA0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0192.degrees latitude (g = 980.6199 gals.).
 CA0192
 CA0192.The modeled gravity was interpolated from observed gravity values.
 CA0192
 CA0192;                    North         East    Units  Estimated Accuracy
 CA0192;SPC TX C     - 3,171,240.      857,620.      MT  (+/- 180 meters Scaled)
 CA0192
 CA0192                          SUPERSEDED SURVEY CONTROL
 CA0192
 CA0192  NGVD 29 (??/??/92)  361.646  (m)         1186.50   (f) ADJ UNCH    2 0
 CA0192
 CA0192.Superseded values are not recommended for survey control.
 CA0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0192.See file dsdata.txt to determine how the superseded data were derived.
 CA0192
 CA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV305519(NAD 83)
 CA0192_MARKER: Z = SEE DESCRIPTION
 CA0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0192_SP_SET: RAIL
 CA0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0192
 CA0192  HISTORY     - Date     Condition        Report By
 CA0192  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0192  HISTORY     - 1935     GOOD             NGS
 CA0192
 CA0192                          STATION DESCRIPTION
 CA0192
 CA0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0192'2.4 MI E FROM SAN SABA.
 CA0192'2.4 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 22. 10
 CA0192'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0064 ***********************************************************************
 DQ0064  DESIGNATION -  MP 22
 DQ0064  PID         -  DQ0064
 DQ0064  STATE/COUNTY-  TX/HOCKLEY
 DQ0064  USGS QUAD   -  ROPESVILLE (1985)
 DQ0064
 DQ0064                         *CURRENT SURVEY CONTROL
 DQ0064  ___________________________________________________________________
 DQ0064* NAD 83(1986)-  33 24 47.     (N)    102 09 30.     (W)     SCALED    
 DQ0064* NAVD 88     -      1025.551  (meters)    3364.66   (feet)  ADJUSTED  
 DQ0064  ___________________________________________________________________
 DQ0064  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 DQ0064  DYNAMIC HT  -        1024.204 (meters)    3360.24  (feet)  COMP
 DQ0064  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 DQ0064
 DQ0064  VERT ORDER  -  FIRST     CLASS II
 DQ0064
 DQ0064.The horizontal coordinates were scaled from a topographic map and have
 DQ0064.an estimated accuracy of +/- 6 seconds.
 DQ0064
 DQ0064.The orthometric height was determined by differential leveling
 DQ0064.and adjusted by the National Geodetic Survey in June 1991..
 DQ0064
 DQ0064.The geoid height was determined by GEOID03.
 DQ0064
 DQ0064.The dynamic height is computed by dividing the NAVD 88
 DQ0064.geopotential number by the normal gravity value computed on the
 DQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0064.degrees latitude (g = 980.6199 gals.).
 DQ0064
 DQ0064.The modeled gravity was interpolated from observed gravity values.
 DQ0064
 DQ0064;                    North         East    Units  Estimated Accuracy
 DQ0064;SPC TXNC     - 2,199,580.      259,820.      MT  (+/- 180 meters Scaled)
 DQ0064
 DQ0064                          SUPERSEDED SURVEY CONTROL
 DQ0064
 DQ0064  NGVD 29 (??/??/92) 1025.17   (m)         3363.4    (f) COMPUTED    1 2
 DQ0064
 DQ0064.Superseded values are not recommended for survey control.
 DQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0064.See file dsdata.txt to determine how the superseded data were derived.
 DQ0064
 DQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT642006(NAD 83)
 DQ0064_MARKER: B = BOLT
 DQ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0064+STABILITY: SURFACE MOTION
 DQ0064
 DQ0064  HISTORY     - Date     Condition        Report By
 DQ0064  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0064  HISTORY     - 1934     GOOD             NGS
 DQ0064  HISTORY     - 1957     MARK NOT FOUND   NGS
 DQ0064
 DQ0064                          STATION DESCRIPTION
 DQ0064
 DQ0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0064'IN ROPESVILLE.
 DQ0064'ALONG THE RIGHT OF WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE
 DQ0064'PANHANDLE AND SANTA FE RAILROAD, 27 YARDS SOUTHWEST OF MILE POLE 22,
 DQ0064'11 RAIL LENGTHS, APPROXIMATELY 120 YARDS NORTHEAST OF THE P. AND S.F.
 DQ0064'STATION AT ROPES, 98 FEET WEST OF THE TRACK, 1 FOOT EAST OF RIGHT OF
 DQ0064'WAY FENCE.  TRACK BOLT SET IN TOP OF CONCRETE POST.
 DQ0064
 DQ0064                          STATION RECOVERY (1957)
 DQ0064
 DQ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DQ0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0194 ***********************************************************************
 CA0194  DESIGNATION -  MP 23
 CA0194  PID         -  CA0194
 CA0194  STATE/COUNTY-  TX/SAN SABA
 CA0194  USGS QUAD   -  SAN SABA (1976)
 CA0194
 CA0194                         *CURRENT SURVEY CONTROL
 CA0194  ___________________________________________________________________
 CA0194* NAD 83(1986)-  31 11 54.     (N)    098 41 45.     (W)     SCALED    
 CA0194* NAVD 88     -       367.207  (meters)    1204.74   (feet)  ADJUSTED  
 CA0194  ___________________________________________________________________
 CA0194  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CA0194  DYNAMIC HT  -         366.719 (meters)    1203.14  (feet)  COMP
 CA0194  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 CA0194
 CA0194  VERT ORDER  -  SECOND    CLASS 0
 CA0194
 CA0194.The horizontal coordinates were scaled from a topographic map and have
 CA0194.an estimated accuracy of +/- 6 seconds.
 CA0194
 CA0194.The orthometric height was determined by differential leveling
 CA0194.and adjusted by the National Geodetic Survey in June 1991..
 CA0194
 CA0194.The geoid height was determined by GEOID03.
 CA0194
 CA0194.The dynamic height is computed by dividing the NAVD 88
 CA0194.geopotential number by the normal gravity value computed on the
 CA0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0194.degrees latitude (g = 980.6199 gals.).
 CA0194
 CA0194.The modeled gravity was interpolated from observed gravity values.
 CA0194
 CA0194;                    North         East    Units  Estimated Accuracy
 CA0194;SPC TX C     - 3,170,940.      856,040.      MT  (+/- 180 meters Scaled)
 CA0194
 CA0194                          SUPERSEDED SURVEY CONTROL
 CA0194
 CA0194  NGVD 29 (??/??/92)  367.149  (m)         1204.55   (f) ADJ UNCH    2 0
 CA0194
 CA0194.Superseded values are not recommended for survey control.
 CA0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0194.See file dsdata.txt to determine how the superseded data were derived.
 CA0194
 CA0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV289516(NAD 83)
 CA0194_MARKER: Z = SEE DESCRIPTION
 CA0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0194_SP_SET: RAIL
 CA0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0194
 CA0194  HISTORY     - Date     Condition        Report By
 CA0194  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0194  HISTORY     - 1935     GOOD             NGS
 CA0194
 CA0194                          STATION DESCRIPTION
 CA0194
 CA0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0194'1.4 MI E FROM SAN SABA.
 CA0194'1.4 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 23. 10
 CA0194'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0065 ***********************************************************************
 DQ0065  DESIGNATION -  MP 23
 DQ0065  PID         -  DQ0065
 DQ0065  STATE/COUNTY-  TX/HOCKLEY
 DQ0065  USGS QUAD   -  ROPESVILLE (1985)
 DQ0065
 DQ0065                         *CURRENT SURVEY CONTROL
 DQ0065  ___________________________________________________________________
 DQ0065* NAD 83(1986)-  33 24 02.     (N)    102 10 06.     (W)     SCALED    
 DQ0065* NAVD 88     -      1019.486  (meters)    3344.76   (feet)  ADJUSTED  
 DQ0065  ___________________________________________________________________
 DQ0065  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 DQ0065  DYNAMIC HT  -        1018.145 (meters)    3340.36  (feet)  COMP
 DQ0065  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 DQ0065
 DQ0065  VERT ORDER  -  FIRST     CLASS II
 DQ0065
 DQ0065.The horizontal coordinates were scaled from a topographic map and have
 DQ0065.an estimated accuracy of +/- 6 seconds.
 DQ0065
 DQ0065.The orthometric height was determined by differential leveling
 DQ0065.and adjusted by the National Geodetic Survey in June 1991..
 DQ0065
 DQ0065.The geoid height was determined by GEOID03.
 DQ0065
 DQ0065.The dynamic height is computed by dividing the NAVD 88
 DQ0065.geopotential number by the normal gravity value computed on the
 DQ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0065.degrees latitude (g = 980.6199 gals.).
 DQ0065
 DQ0065.The modeled gravity was interpolated from observed gravity values.
 DQ0065
 DQ0065;                    North         East    Units  Estimated Accuracy
 DQ0065;SPC TXNC     - 2,198,230.      258,850.      MT  (+/- 180 meters Scaled)
 DQ0065
 DQ0065                          SUPERSEDED SURVEY CONTROL
 DQ0065
 DQ0065  NGVD 29 (??/??/92) 1019.11   (m)         3343.5    (f) COMPUTED    1 2
 DQ0065
 DQ0065.Superseded values are not recommended for survey control.
 DQ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0065.See file dsdata.txt to determine how the superseded data were derived.
 DQ0065
 DQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS633992(NAD 83)
 DQ0065_MARKER: B = BOLT
 DQ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0065+STABILITY: SURFACE MOTION
 DQ0065
 DQ0065  HISTORY     - Date     Condition        Report By
 DQ0065  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0065  HISTORY     - 1934     GOOD             NGS
 DQ0065  HISTORY     - 1957     MARK NOT FOUND   NGS
 DQ0065
 DQ0065                          STATION DESCRIPTION
 DQ0065
 DQ0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0065'0.9 MI SW FROM ROPESVILLE.
 DQ0065'0.9 MI. S.W. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0065'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0065'RAILROAD, 46 YARDS NORTHEAST OF MILE POLE 23, 11 RAIL LENGTHS,
 DQ0065'APPROXIMATELY 120 YARDS SOUTHEAST OF RAILROAD SIGN S 10 1/2 RAIL
 DQ0065'LENGTHS NORTHEAST OF WOODEN TRESTLE 23 A, 49 FEET EAST OF THE TRACK, 1
 DQ0065'FOOT WEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN TOP OF CONCRETE
 DQ0065'POST.
 DQ0065
 DQ0065                          STATION RECOVERY (1957)
 DQ0065
 DQ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DQ0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0195 ***********************************************************************
 CA0195  DESIGNATION -  MP 24
 CA0195  PID         -  CA0195
 CA0195  STATE/COUNTY-  TX/SAN SABA
 CA0195  USGS QUAD   -  SAN SABA (1976)
 CA0195
 CA0195                         *CURRENT SURVEY CONTROL
 CA0195  ___________________________________________________________________
 CA0195* NAD 83(1986)-  31 11 53.     (N)    098 42 44.     (W)     SCALED    
 CA0195* NAVD 88     -       366.202  (meters)    1201.45   (feet)  ADJUSTED  
 CA0195  ___________________________________________________________________
 CA0195  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CA0195  DYNAMIC HT  -         365.716 (meters)    1199.85  (feet)  COMP
 CA0195  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 CA0195
 CA0195  VERT ORDER  -  SECOND    CLASS 0
 CA0195
 CA0195.The horizontal coordinates were scaled from a topographic map and have
 CA0195.an estimated accuracy of +/- 6 seconds.
 CA0195
 CA0195.The orthometric height was determined by differential leveling
 CA0195.and adjusted by the National Geodetic Survey in June 1991..
 CA0195
 CA0195.The geoid height was determined by GEOID03.
 CA0195
 CA0195.The dynamic height is computed by dividing the NAVD 88
 CA0195.geopotential number by the normal gravity value computed on the
 CA0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0195.degrees latitude (g = 980.6199 gals.).
 CA0195
 CA0195.The modeled gravity was interpolated from observed gravity values.
 CA0195
 CA0195;                    North         East    Units  Estimated Accuracy
 CA0195;SPC TX C     - 3,170,890.      854,480.      MT  (+/- 180 meters Scaled)
 CA0195
 CA0195                          SUPERSEDED SURVEY CONTROL
 CA0195
 CA0195  NGVD 29 (??/??/92)  366.145  (m)         1201.26   (f) ADJ UNCH    2 0
 CA0195
 CA0195.Superseded values are not recommended for survey control.
 CA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0195.See file dsdata.txt to determine how the superseded data were derived.
 CA0195
 CA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV274515(NAD 83)
 CA0195_MARKER: Z = SEE DESCRIPTION
 CA0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0195_SP_SET: RAIL
 CA0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0195
 CA0195  HISTORY     - Date     Condition        Report By
 CA0195  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0195  HISTORY     - 1935     GOOD             NGS
 CA0195
 CA0195                          STATION DESCRIPTION
 CA0195
 CA0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0195'0.4 MI E FROM SAN SABA.
 CA0195'0.4 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 24. 10
 CA0195'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0066 ***********************************************************************
 DQ0066  DESIGNATION -  MP 24
 DQ0066  PID         -  DQ0066
 DQ0066  STATE/COUNTY-  TX/HOCKLEY
 DQ0066  USGS QUAD   -  ROPESVILLE (1985)
 DQ0066
 DQ0066                         *CURRENT SURVEY CONTROL
 DQ0066  ___________________________________________________________________
 DQ0066* NAD 83(1986)-  33 23 20.     (N)    102 10 40.     (W)     SCALED    
 DQ0066* NAVD 88     -      1021.034  (meters)    3349.84   (feet)  ADJUSTED  
 DQ0066  ___________________________________________________________________
 DQ0066  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 DQ0066  DYNAMIC HT  -        1019.690 (meters)    3345.43  (feet)  COMP
 DQ0066  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 DQ0066
 DQ0066  VERT ORDER  -  FIRST     CLASS II
 DQ0066
 DQ0066.The horizontal coordinates were scaled from a topographic map and have
 DQ0066.an estimated accuracy of +/- 6 seconds.
 DQ0066
 DQ0066.The orthometric height was determined by differential leveling
 DQ0066.and adjusted by the National Geodetic Survey in June 1991..
 DQ0066
 DQ0066.The geoid height was determined by GEOID03.
 DQ0066
 DQ0066.The dynamic height is computed by dividing the NAVD 88
 DQ0066.geopotential number by the normal gravity value computed on the
 DQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0066.degrees latitude (g = 980.6199 gals.).
 DQ0066
 DQ0066.The modeled gravity was interpolated from observed gravity values.
 DQ0066
 DQ0066;                    North         East    Units  Estimated Accuracy
 DQ0066;SPC TXNC     - 2,196,970.      257,920.      MT  (+/- 180 meters Scaled)
 DQ0066
 DQ0066                          SUPERSEDED SURVEY CONTROL
 DQ0066
 DQ0066  NGVD 29 (??/??/92) 1020.65   (m)         3348.6    (f) COMPUTED    1 2
 DQ0066
 DQ0066.Superseded values are not recommended for survey control.
 DQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0066.See file dsdata.txt to determine how the superseded data were derived.
 DQ0066
 DQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS625979(NAD 83)
 DQ0066_MARKER: B = BOLT
 DQ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0066+STABILITY: SURFACE MOTION
 DQ0066
 DQ0066  HISTORY     - Date     Condition        Report By
 DQ0066  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0066  HISTORY     - 1934     GOOD             NGS
 DQ0066  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0066
 DQ0066                          STATION DESCRIPTION
 DQ0066
 DQ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0066'1.9 MI SW FROM ROPESVILLE.
 DQ0066'1.9 MI. S.W. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0066'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0066'RAILROAD, 25 YARDS NORTHEAST OF MILE POLE 24, 14 1/2 RAIL LENGTHS,
 DQ0066'APPROXIMATELY 160 YARDS NORTHEAST OF PRIVATE RAILROAD CROSSING, 49
 DQ0066'FEET EAST OF TRACK, 1 FOOT WEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET
 DQ0066'IN TOP OF CONCRETE POST.
 DQ0066
 DQ0066                          STATION RECOVERY (1963)
 DQ0066
 DQ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0200 ***********************************************************************
 CA0200  DESIGNATION -  MP 25
 CA0200  PID         -  CA0200
 CA0200  STATE/COUNTY-  TX/SAN SABA
 CA0200  USGS QUAD   -  SAN SABA (1976)
 CA0200
 CA0200                         *CURRENT SURVEY CONTROL
 CA0200  ___________________________________________________________________
 CA0200* NAD 83(1986)-  31 12 01.     (N)    098 43 45.     (W)     SCALED    
 CA0200* NAVD 88     -       370.494  (meters)    1215.53   (feet)  ADJUSTED  
 CA0200  ___________________________________________________________________
 CA0200  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CA0200  DYNAMIC HT  -         370.002 (meters)    1213.91  (feet)  COMP
 CA0200  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 CA0200
 CA0200  VERT ORDER  -  SECOND    CLASS 0
 CA0200
 CA0200.The horizontal coordinates were scaled from a topographic map and have
 CA0200.an estimated accuracy of +/- 6 seconds.
 CA0200
 CA0200.The orthometric height was determined by differential leveling
 CA0200.and adjusted by the National Geodetic Survey in June 1991..
 CA0200
 CA0200.The geoid height was determined by GEOID03.
 CA0200
 CA0200.The dynamic height is computed by dividing the NAVD 88
 CA0200.geopotential number by the normal gravity value computed on the
 CA0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0200.degrees latitude (g = 980.6199 gals.).
 CA0200
 CA0200.The modeled gravity was interpolated from observed gravity values.
 CA0200
 CA0200;                    North         East    Units  Estimated Accuracy
 CA0200;SPC TX C     - 3,171,110.      852,860.      MT  (+/- 180 meters Scaled)
 CA0200
 CA0200                          SUPERSEDED SURVEY CONTROL
 CA0200
 CA0200  NGVD 29 (??/??/92)  370.438  (m)         1215.35   (f) ADJ UNCH    2 0
 CA0200
 CA0200.Superseded values are not recommended for survey control.
 CA0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0200.See file dsdata.txt to determine how the superseded data were derived.
 CA0200
 CA0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV258518(NAD 83)
 CA0200_MARKER: DB = BENCH MARK DISK
 CA0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0200_SP_SET: RAIL
 CA0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0200
 CA0200  HISTORY     - Date     Condition        Report By
 CA0200  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0200  HISTORY     - 1935     GOOD             NGS
 CA0200
 CA0200                          STATION DESCRIPTION
 CA0200
 CA0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0200'0.7 MI W FROM SAN SABA.
 CA0200'0.7 MILE WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 25.  10
 CA0200'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0202 ***********************************************************************
 CA0202  DESIGNATION -  MP 26
 CA0202  PID         -  CA0202
 CA0202  STATE/COUNTY-  TX/SAN SABA
 CA0202  USGS QUAD   -  SAN SABA (1976)
 CA0202
 CA0202                         *CURRENT SURVEY CONTROL
 CA0202  ___________________________________________________________________
 CA0202* NAD 83(1986)-  31 12 11.     (N)    098 44 48.     (W)     SCALED    
 CA0202* NAVD 88     -       371.793  (meters)    1219.79   (feet)  ADJUSTED  
 CA0202  ___________________________________________________________________
 CA0202  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CA0202  DYNAMIC HT  -         371.300 (meters)    1218.17  (feet)  COMP
 CA0202  MODELED GRAV-     979,306.1   (mgal)                       NAVD 88
 CA0202
 CA0202  VERT ORDER  -  SECOND    CLASS 0
 CA0202
 CA0202.The horizontal coordinates were scaled from a topographic map and have
 CA0202.an estimated accuracy of +/- 6 seconds.
 CA0202
 CA0202.The orthometric height was determined by differential leveling
 CA0202.and adjusted by the National Geodetic Survey in June 1991..
 CA0202
 CA0202.The geoid height was determined by GEOID03.
 CA0202
 CA0202.The dynamic height is computed by dividing the NAVD 88
 CA0202.geopotential number by the normal gravity value computed on the
 CA0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0202.degrees latitude (g = 980.6199 gals.).
 CA0202
 CA0202.The modeled gravity was interpolated from observed gravity values.
 CA0202
 CA0202;                    North         East    Units  Estimated Accuracy
 CA0202;SPC TX C     - 3,171,400.      851,190.      MT  (+/- 180 meters Scaled)
 CA0202
 CA0202                          SUPERSEDED SURVEY CONTROL
 CA0202
 CA0202  NGVD 29 (??/??/92)  371.739  (m)         1219.61   (f) ADJ UNCH    2 0
 CA0202
 CA0202.Superseded values are not recommended for survey control.
 CA0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0202.See file dsdata.txt to determine how the superseded data were derived.
 CA0202
 CA0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV241521(NAD 83)
 CA0202_MARKER: Z = SEE DESCRIPTION
 CA0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0202_SP_SET: RAIL
 CA0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0202
 CA0202  HISTORY     - Date     Condition        Report By
 CA0202  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0202  HISTORY     - 1935     GOOD             NGS
 CA0202
 CA0202                          STATION DESCRIPTION
 CA0202
 CA0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0202'1.6 MI W FROM SAN SABA.
 CA0202'1.6 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 26. 10
 CA0202'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0069 ***********************************************************************
 DQ0069  DESIGNATION -  MP 26
 DQ0069  PID         -  DQ0069
 DQ0069  STATE/COUNTY-  TX/TERRY
 DQ0069  USGS QUAD   -  MEADOW (1985)
 DQ0069
 DQ0069                         *CURRENT SURVEY CONTROL
 DQ0069  ___________________________________________________________________
 DQ0069* NAD 83(1986)-  33 21 47.     (N)    102 11 33.     (W)     SCALED    
 DQ0069* NAVD 88     -      1016.007  (meters)    3333.35   (feet)  ADJUSTED  
 DQ0069  ___________________________________________________________________
 DQ0069  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 DQ0069  DYNAMIC HT  -        1014.667 (meters)    3328.95  (feet)  COMP
 DQ0069  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 DQ0069
 DQ0069  VERT ORDER  -  FIRST     CLASS II
 DQ0069
 DQ0069.The horizontal coordinates were scaled from a topographic map and have
 DQ0069.an estimated accuracy of +/- 6 seconds.
 DQ0069
 DQ0069.The orthometric height was determined by differential leveling
 DQ0069.and adjusted by the National Geodetic Survey in June 1991..
 DQ0069
 DQ0069.The geoid height was determined by GEOID03.
 DQ0069
 DQ0069.The dynamic height is computed by dividing the NAVD 88
 DQ0069.geopotential number by the normal gravity value computed on the
 DQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0069.degrees latitude (g = 980.6199 gals.).
 DQ0069
 DQ0069.The modeled gravity was interpolated from observed gravity values.
 DQ0069
 DQ0069;                    North         East    Units  Estimated Accuracy
 DQ0069;SPC TXNC     - 2,194,150.      256,450.      MT  (+/- 180 meters Scaled)
 DQ0069
 DQ0069                          SUPERSEDED SURVEY CONTROL
 DQ0069
 DQ0069  NGVD 29 (??/??/92) 1015.636  (m)         3332.13   (f) ADJ UNCH    1 2
 DQ0069
 DQ0069.Superseded values are not recommended for survey control.
 DQ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0069.See file dsdata.txt to determine how the superseded data were derived.
 DQ0069
 DQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS612950(NAD 83)
 DQ0069_MARKER: B = BOLT
 DQ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0069+STABILITY: SURFACE MOTION
 DQ0069
 DQ0069  HISTORY     - Date     Condition        Report By
 DQ0069  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0069  HISTORY     - 1934     GOOD             NGS
 DQ0069
 DQ0069                          STATION DESCRIPTION
 DQ0069
 DQ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0069'1.9 MI N FROM MEADOW.
 DQ0069'1.9 MI. NORTH ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0069'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0069'RAILROAD, 33 YARDS EAST OF MILE POLE 26, 49 FEET EAST OF TRACK, 1 FOOT
 DQ0069'WEST OF RIGHT OF WAY FENCE.  NOTE-- THIS MARK MAY IN TIME BECOME
 DQ0069'COVERED WITH SAND AND DIRT.  ABOUT 1.9 MILES NORTH ALONG THE PANHANDLE
 DQ0069'AND SANTA FE RAILWAY FROM THE STATION AT MEADOW, 390 FEET
 DQ0069'NORTH-NORTHEAST ALONG TRACKS FROM CROSSING, 95 FEET SOUTHEAST OF
 DQ0069'MILEPOST 26 (POLE), 49 FEET EAST (PERP.) TO TRACK, 1 FOOT BELOW
 DQ0069'GROUND, A TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0203 ***********************************************************************
 CA0203  DESIGNATION -  MP 27
 CA0203  PID         -  CA0203
 CA0203  STATE/COUNTY-  TX/SAN SABA
 CA0203  USGS QUAD   -  ALGERITA (1982)
 CA0203
 CA0203                         *CURRENT SURVEY CONTROL
 CA0203  ___________________________________________________________________
 CA0203* NAD 83(1986)-  31 12 18.     (N)    098 45 39.     (W)     SCALED    
 CA0203* NAVD 88     -       371.613  (meters)    1219.20   (feet)  ADJUSTED  
 CA0203  ___________________________________________________________________
 CA0203  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 CA0203  DYNAMIC HT  -         371.122 (meters)    1217.59  (feet)  COMP
 CA0203  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 CA0203
 CA0203  VERT ORDER  -  SECOND    CLASS 0
 CA0203
 CA0203.The horizontal coordinates were scaled from a topographic map and have
 CA0203.an estimated accuracy of +/- 6 seconds.
 CA0203
 CA0203.The orthometric height was determined by differential leveling
 CA0203.and adjusted by the National Geodetic Survey in June 1991..
 CA0203
 CA0203.The geoid height was determined by GEOID03.
 CA0203
 CA0203.The dynamic height is computed by dividing the NAVD 88
 CA0203.geopotential number by the normal gravity value computed on the
 CA0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0203.degrees latitude (g = 980.6199 gals.).
 CA0203
 CA0203.The modeled gravity was interpolated from observed gravity values.
 CA0203
 CA0203;                    North         East    Units  Estimated Accuracy
 CA0203;SPC TX C     - 3,171,590.      849,840.      MT  (+/- 180 meters Scaled)
 CA0203
 CA0203                          SUPERSEDED SURVEY CONTROL
 CA0203
 CA0203  NGVD 29 (??/??/92)  371.560  (m)         1219.03   (f) ADJ UNCH    2 0
 CA0203
 CA0203.Superseded values are not recommended for survey control.
 CA0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0203.See file dsdata.txt to determine how the superseded data were derived.
 CA0203
 CA0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV227523(NAD 83)
 CA0203_MARKER: Z = SEE DESCRIPTION
 CA0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0203_SP_SET: RAIL
 CA0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0203
 CA0203  HISTORY     - Date     Condition        Report By
 CA0203  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0203  HISTORY     - 1935     GOOD             NGS
 CA0203
 CA0203                          STATION DESCRIPTION
 CA0203
 CA0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0203'2.6 MI W FROM SAN SABA.
 CA0203'2.6 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 27. 10
 CA0203'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0205 ***********************************************************************
 CA0205  DESIGNATION -  MP 28
 CA0205  PID         -  CA0205
 CA0205  STATE/COUNTY-  TX/SAN SABA
 CA0205  USGS QUAD   -  ALGERITA (1982)
 CA0205
 CA0205                         *CURRENT SURVEY CONTROL
 CA0205  ___________________________________________________________________
 CA0205* NAD 83(1986)-  31 12 27.     (N)    098 46 46.     (W)     SCALED    
 CA0205* NAVD 88     -       375.810  (meters)    1232.97   (feet)  ADJUSTED  
 CA0205  ___________________________________________________________________
 CA0205  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CA0205  DYNAMIC HT  -         375.313 (meters)    1231.34  (feet)  COMP
 CA0205  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 CA0205
 CA0205  VERT ORDER  -  SECOND    CLASS 0
 CA0205
 CA0205.The horizontal coordinates were scaled from a topographic map and have
 CA0205.an estimated accuracy of +/- 6 seconds.
 CA0205
 CA0205.The orthometric height was determined by differential leveling
 CA0205.and adjusted by the National Geodetic Survey in June 1991..
 CA0205
 CA0205.The geoid height was determined by GEOID03.
 CA0205
 CA0205.The dynamic height is computed by dividing the NAVD 88
 CA0205.geopotential number by the normal gravity value computed on the
 CA0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0205.degrees latitude (g = 980.6199 gals.).
 CA0205
 CA0205.The modeled gravity was interpolated from observed gravity values.
 CA0205
 CA0205;                    North         East    Units  Estimated Accuracy
 CA0205;SPC TX C     - 3,171,840.      848,060.      MT  (+/- 180 meters Scaled)
 CA0205
 CA0205                          SUPERSEDED SURVEY CONTROL
 CA0205
 CA0205  NGVD 29 (??/??/92)  375.758  (m)         1232.80   (f) ADJ UNCH    2 0
 CA0205
 CA0205.Superseded values are not recommended for survey control.
 CA0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0205.See file dsdata.txt to determine how the superseded data were derived.
 CA0205
 CA0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV210526(NAD 83)
 CA0205_MARKER: Z = SEE DESCRIPTION
 CA0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0205_SP_SET: RAIL
 CA0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0205
 CA0205  HISTORY     - Date     Condition        Report By
 CA0205  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0205  HISTORY     - 1935     GOOD             NGS
 CA0205
 CA0205                          STATION DESCRIPTION
 CA0205
 CA0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0205'3.7 MI W FROM SAN SABA.
 CA0205'3.7 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 28. 10
 CA0205'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0206 ***********************************************************************
 CA0206  DESIGNATION -  MP 29
 CA0206  PID         -  CA0206
 CA0206  STATE/COUNTY-  TX/SAN SABA
 CA0206  USGS QUAD   -  ALGERITA (1982)
 CA0206
 CA0206                         *CURRENT SURVEY CONTROL
 CA0206  ___________________________________________________________________
 CA0206* NAD 83(1986)-  31 12 39.     (N)    098 47 44.     (W)     SCALED    
 CA0206* NAVD 88     -       376.270  (meters)    1234.48   (feet)  ADJUSTED  
 CA0206  ___________________________________________________________________
 CA0206  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CA0206  DYNAMIC HT  -         375.773 (meters)    1232.85  (feet)  COMP
 CA0206  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 CA0206
 CA0206  VERT ORDER  -  SECOND    CLASS 0
 CA0206
 CA0206.The horizontal coordinates were scaled from a topographic map and have
 CA0206.an estimated accuracy of +/- 6 seconds.
 CA0206
 CA0206.The orthometric height was determined by differential leveling
 CA0206.and adjusted by the National Geodetic Survey in June 1991..
 CA0206
 CA0206.The geoid height was determined by GEOID03.
 CA0206
 CA0206.The dynamic height is computed by dividing the NAVD 88
 CA0206.geopotential number by the normal gravity value computed on the
 CA0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0206.degrees latitude (g = 980.6199 gals.).
 CA0206
 CA0206.The modeled gravity was interpolated from observed gravity values.
 CA0206
 CA0206;                    North         East    Units  Estimated Accuracy
 CA0206;SPC TX C     - 3,172,190.      846,520.      MT  (+/- 180 meters Scaled)
 CA0206
 CA0206                          SUPERSEDED SURVEY CONTROL
 CA0206
 CA0206  NGVD 29 (??/??/92)  376.220  (m)         1234.32   (f) ADJ UNCH    2 0
 CA0206
 CA0206.Superseded values are not recommended for survey control.
 CA0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0206.See file dsdata.txt to determine how the superseded data were derived.
 CA0206
 CA0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV194529(NAD 83)
 CA0206_MARKER: Z = SEE DESCRIPTION
 CA0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0206_SP_SET: RAIL
 CA0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0206
 CA0206  HISTORY     - Date     Condition        Report By
 CA0206  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0206  HISTORY     - 1935     GOOD             NGS
 CA0206
 CA0206                          STATION DESCRIPTION
 CA0206
 CA0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0206'4.7 MI W FROM SAN SABA.
 CA0206'4.7 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 29. 10
 CA0206'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0369 ***********************************************************************
 DP0369  DESIGNATION -  MP 3
 DP0369  PID         -  DP0369
 DP0369  STATE/COUNTY-  TX/LUBBOCK
 DP0369  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0369
 DP0369                         *CURRENT SURVEY CONTROL
 DP0369  ___________________________________________________________________
 DP0369* NAD 83(1986)-  33 34 47.     (N)    101 53 48.     (W)     SCALED    
 DP0369* NAVD 88     -       983.821  (meters)    3227.75   (feet)  ADJUSTED  
 DP0369  ___________________________________________________________________
 DP0369  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 DP0369  DYNAMIC HT  -         982.545 (meters)    3223.57  (feet)  COMP
 DP0369  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 DP0369
 DP0369  VERT ORDER  -  FIRST     CLASS II
 DP0369
 DP0369.The horizontal coordinates were scaled from a topographic map and have
 DP0369.an estimated accuracy of +/- 6 seconds.
 DP0369
 DP0369.The orthometric height was determined by differential leveling
 DP0369.and adjusted by the National Geodetic Survey in June 1991..
 DP0369
 DP0369.The geoid height was determined by GEOID03.
 DP0369
 DP0369.The dynamic height is computed by dividing the NAVD 88
 DP0369.geopotential number by the normal gravity value computed on the
 DP0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0369.degrees latitude (g = 980.6199 gals.).
 DP0369
 DP0369.The modeled gravity was interpolated from observed gravity values.
 DP0369
 DP0369;                    North         East    Units  Estimated Accuracy
 DP0369;SPC TXNC     - 2,217,240.      284,740.      MT  (+/- 180 meters Scaled)
 DP0369
 DP0369                          SUPERSEDED SURVEY CONTROL
 DP0369
 DP0369  NGVD 29 (??/??/92)  983.451  (m)         3226.54   (f) ADJ UNCH    1 2
 DP0369
 DP0369.Superseded values are not recommended for survey control.
 DP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0369.See file dsdata.txt to determine how the superseded data were derived.
 DP0369
 DP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC311193(NAD 83)
 DP0369_MARKER: B = BOLT
 DP0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0369+STABILITY: SURFACE MOTION
 DP0369
 DP0369  HISTORY     - Date     Condition        Report By
 DP0369  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0369  HISTORY     - 1963     MARK NOT FOUND   NGS
 DP0369
 DP0369                          STATION DESCRIPTION
 DP0369
 DP0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0369'4.1 MI SW FROM LUBBOCK.
 DP0369'4.1 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0369'STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 39 RAILS SOUTHWEST OF WOODEN
 DP0369'TRESTLE 2 A, ABOUT 35 YARDS SOUTH OF MILEPOST 3, ABOUT 38 RAILS
 DP0369'NORTHEAST OF A ROAD CROSSING, ABOUT 25 YARDS SOUTH OF A SIGN W, AND 49
 DP0369'FEET SOUTHEAST OF THE TRACK.  A TRACK BOLT, SET IN THE TOP OF A
 DP0369'CONCRETE POST PROJECTING  ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0208 ***********************************************************************
 CA0208  DESIGNATION -  MP 30
 CA0208  PID         -  CA0208
 CA0208  STATE/COUNTY-  TX/SAN SABA
 CA0208  USGS QUAD   -  ALGERITA (1982)
 CA0208
 CA0208                         *CURRENT SURVEY CONTROL
 CA0208  ___________________________________________________________________
 CA0208* NAD 83(1986)-  31 12 54.     (N)    098 48 43.     (W)     SCALED    
 CA0208* NAVD 88     -       377.255  (meters)    1237.71   (feet)  ADJUSTED  
 CA0208  ___________________________________________________________________
 CA0208  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CA0208  DYNAMIC HT  -         376.757 (meters)    1236.08  (feet)  COMP
 CA0208  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 CA0208
 CA0208  VERT ORDER  -  SECOND    CLASS 0
 CA0208
 CA0208.The horizontal coordinates were scaled from a topographic map and have
 CA0208.an estimated accuracy of +/- 6 seconds.
 CA0208
 CA0208.The orthometric height was determined by differential leveling
 CA0208.and adjusted by the National Geodetic Survey in June 1991..
 CA0208
 CA0208.The geoid height was determined by GEOID03.
 CA0208
 CA0208.The dynamic height is computed by dividing the NAVD 88
 CA0208.geopotential number by the normal gravity value computed on the
 CA0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0208.degrees latitude (g = 980.6199 gals.).
 CA0208
 CA0208.The modeled gravity was interpolated from observed gravity values.
 CA0208
 CA0208;                    North         East    Units  Estimated Accuracy
 CA0208;SPC TX C     - 3,172,630.      844,950.      MT  (+/- 180 meters Scaled)
 CA0208
 CA0208                          SUPERSEDED SURVEY CONTROL
 CA0208
 CA0208  NGVD 29 (??/??/92)  377.205  (m)         1237.55   (f) ADJ UNCH    2 0
 CA0208
 CA0208.Superseded values are not recommended for survey control.
 CA0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0208.See file dsdata.txt to determine how the superseded data were derived.
 CA0208
 CA0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV179534(NAD 83)
 CA0208_MARKER: Z = SEE DESCRIPTION
 CA0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0208_SP_SET: RAIL
 CA0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0208
 CA0208  HISTORY     - Date     Condition        Report By
 CA0208  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0208  HISTORY     - 1935     GOOD             NGS
 CA0208
 CA0208                          STATION DESCRIPTION
 CA0208
 CA0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0208'5.7 MI W FROM SAN SABA.
 CA0208'5.7 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 30. 10
 CA0208'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0209 ***********************************************************************
 CA0209  DESIGNATION -  MP 31
 CA0209  PID         -  CA0209
 CA0209  STATE/COUNTY-  TX/SAN SABA
 CA0209  USGS QUAD   -  ALGERITA (1982)
 CA0209
 CA0209                         *CURRENT SURVEY CONTROL
 CA0209  ___________________________________________________________________
 CA0209* NAD 83(1986)-  31 13 09.     (N)    098 49 41.     (W)     SCALED    
 CA0209* NAVD 88     -       382.494  (meters)    1254.90   (feet)  ADJUSTED  
 CA0209  ___________________________________________________________________
 CA0209  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CA0209  DYNAMIC HT  -         381.988 (meters)    1253.24  (feet)  COMP
 CA0209  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 CA0209
 CA0209  VERT ORDER  -  SECOND    CLASS 0
 CA0209
 CA0209.The horizontal coordinates were scaled from a topographic map and have
 CA0209.an estimated accuracy of +/- 6 seconds.
 CA0209
 CA0209.The orthometric height was determined by differential leveling
 CA0209.and adjusted by the National Geodetic Survey in June 1991..
 CA0209
 CA0209.The geoid height was determined by GEOID03.
 CA0209
 CA0209.The dynamic height is computed by dividing the NAVD 88
 CA0209.geopotential number by the normal gravity value computed on the
 CA0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0209.degrees latitude (g = 980.6199 gals.).
 CA0209
 CA0209.The modeled gravity was interpolated from observed gravity values.
 CA0209
 CA0209;                    North         East    Units  Estimated Accuracy
 CA0209;SPC TX C     - 3,173,070.      843,410.      MT  (+/- 180 meters Scaled)
 CA0209
 CA0209                          SUPERSEDED SURVEY CONTROL
 CA0209
 CA0209  NGVD 29 (??/??/92)  382.443  (m)         1254.73   (f) ADJ UNCH    2 0
 CA0209
 CA0209.Superseded values are not recommended for survey control.
 CA0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0209.See file dsdata.txt to determine how the superseded data were derived.
 CA0209
 CA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV163539(NAD 83)
 CA0209_MARKER: Z = SEE DESCRIPTION
 CA0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0209_SP_SET: RAIL
 CA0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0209
 CA0209  HISTORY     - Date     Condition        Report By
 CA0209  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0209  HISTORY     - 1935     GOOD             NGS
 CA0209
 CA0209                          STATION DESCRIPTION
 CA0209
 CA0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0209'6.7 MI W FROM SAN SABA.
 CA0209'6.7 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 31. 10
 CA0209'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0072 ***********************************************************************
 DQ0072  DESIGNATION -  MP 31
 DQ0072  PID         -  DQ0072
 DQ0072  STATE/COUNTY-  TX/TERRY
 DQ0072  USGS QUAD   -  MEADOW (1985)
 DQ0072
 DQ0072                         *CURRENT SURVEY CONTROL
 DQ0072  ___________________________________________________________________
 DQ0072* NAD 83(1986)-  33 17 47.     (N)    102 13 34.     (W)     SCALED    
 DQ0072* NAVD 88     -      1008.849  (meters)    3309.87   (feet)  ADJUSTED  
 DQ0072  ___________________________________________________________________
 DQ0072  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 DQ0072  DYNAMIC HT  -        1007.513 (meters)    3305.48  (feet)  COMP
 DQ0072  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 DQ0072
 DQ0072  VERT ORDER  -  FIRST     CLASS II
 DQ0072
 DQ0072.The horizontal coordinates were scaled from a topographic map and have
 DQ0072.an estimated accuracy of +/- 6 seconds.
 DQ0072
 DQ0072.The orthometric height was determined by differential leveling
 DQ0072.and adjusted by the National Geodetic Survey in June 1991..
 DQ0072
 DQ0072.The geoid height was determined by GEOID03.
 DQ0072
 DQ0072.The dynamic height is computed by dividing the NAVD 88
 DQ0072.geopotential number by the normal gravity value computed on the
 DQ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0072.degrees latitude (g = 980.6199 gals.).
 DQ0072
 DQ0072.The modeled gravity was interpolated from observed gravity values.
 DQ0072
 DQ0072;                    North         East    Units  Estimated Accuracy
 DQ0072;SPC TXNC     - 2,186,870.      253,070.      MT  (+/- 180 meters Scaled)
 DQ0072
 DQ0072                          SUPERSEDED SURVEY CONTROL
 DQ0072
 DQ0072  NGVD 29 (??/??/92) 1008.484  (m)         3308.67   (f) ADJ UNCH    1 2
 DQ0072
 DQ0072.Superseded values are not recommended for survey control.
 DQ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0072.See file dsdata.txt to determine how the superseded data were derived.
 DQ0072
 DQ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS582875(NAD 83)
 DQ0072_MARKER: B = BOLT
 DQ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0072+STABILITY: SURFACE MOTION
 DQ0072
 DQ0072  HISTORY     - Date     Condition        Report By
 DQ0072  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0072  HISTORY     - 1934     GOOD             NGS
 DQ0072  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0072
 DQ0072                          STATION DESCRIPTION
 DQ0072
 DQ0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0072'3.1 MI S FROM MEADOW.
 DQ0072'3.1 MI. SOUTH ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0072'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0072'RAILROAD, 29 YARDS NORTHEAST OF MILE POLE 31, 8 1/4 RAIL LENGTHS,
 DQ0072'APPROXIMATELY 90 YARDS SOUTHEAST OF PUBLIC RAILROAD CROSSING, 9 1/2
 DQ0072'RAIL LENGTHS NORTHEAST OF WOODEN TRESTLE 31 A, 30 1/2 RAIL LENGTHS
 DQ0072'NORTHEAST OF RAILROAD SIGN W 49 FEET EAST OF THE TRACK, 1 FOOT WEST OF
 DQ0072'RIGHT OF WAY FENCE.  TRACK BOLT SET IN TOP OF CONCRETE POST.
 DQ0072
 DQ0072                          STATION RECOVERY (1963)
 DQ0072
 DQ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0211 ***********************************************************************
 CA0211  DESIGNATION -  MP 32
 CA0211  PID         -  CA0211
 CA0211  STATE/COUNTY-  TX/SAN SABA
 CA0211  USGS QUAD   -  ALGERITA (1982)
 CA0211
 CA0211                         *CURRENT SURVEY CONTROL
 CA0211  ___________________________________________________________________
 CA0211* NAD 83(1986)-  31 13 25.     (N)    098 50 41.     (W)     SCALED    
 CA0211* NAVD 88     -       392.727  (meters)    1288.47   (feet)  ADJUSTED  
 CA0211  ___________________________________________________________________
 CA0211  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CA0211  DYNAMIC HT  -         392.208 (meters)    1286.77  (feet)  COMP
 CA0211  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 CA0211
 CA0211  VERT ORDER  -  SECOND    CLASS 0
 CA0211
 CA0211.The horizontal coordinates were scaled from a topographic map and have
 CA0211.an estimated accuracy of +/- 6 seconds.
 CA0211
 CA0211.The orthometric height was determined by differential leveling
 CA0211.and adjusted by the National Geodetic Survey in June 1991..
 CA0211
 CA0211.The geoid height was determined by GEOID03.
 CA0211
 CA0211.The dynamic height is computed by dividing the NAVD 88
 CA0211.geopotential number by the normal gravity value computed on the
 CA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0211.degrees latitude (g = 980.6199 gals.).
 CA0211
 CA0211.The modeled gravity was interpolated from observed gravity values.
 CA0211
 CA0211;                    North         East    Units  Estimated Accuracy
 CA0211;SPC TX C     - 3,173,550.      841,820.      MT  (+/- 180 meters Scaled)
 CA0211
 CA0211                          SUPERSEDED SURVEY CONTROL
 CA0211
 CA0211  NGVD 29 (??/??/92)  392.674  (m)         1288.30   (f) ADJ UNCH    2 0
 CA0211
 CA0211.Superseded values are not recommended for survey control.
 CA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0211.See file dsdata.txt to determine how the superseded data were derived.
 CA0211
 CA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV147543(NAD 83)
 CA0211_MARKER: Z = SEE DESCRIPTION
 CA0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0211_SP_SET: RAIL
 CA0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0211
 CA0211  HISTORY     - Date     Condition        Report By
 CA0211  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0211  HISTORY     - 1935     GOOD             NGS
 CA0211
 CA0211                          STATION DESCRIPTION
 CA0211
 CA0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0211'7.5 MI E FROM RICHLAND SPRINGS.
 CA0211'7.5 MILES EAST OF AND ALONG THE G.C.S.F.R.R. AT MILE POST 32.  10 FEET
 CA0211'NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0212 ***********************************************************************
 CA0212  DESIGNATION -  MP 33
 CA0212  PID         -  CA0212
 CA0212  STATE/COUNTY-  TX/SAN SABA
 CA0212  USGS QUAD   -  ALGERITA (1982)
 CA0212
 CA0212                         *CURRENT SURVEY CONTROL
 CA0212  ___________________________________________________________________
 CA0212* NAD 83(1986)-  31 13 39.     (N)    098 51 39.     (W)     SCALED    
 CA0212* NAVD 88     -       397.506  (meters)    1304.15   (feet)  ADJUSTED  
 CA0212  ___________________________________________________________________
 CA0212  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CA0212  DYNAMIC HT  -         396.981 (meters)    1302.43  (feet)  COMP
 CA0212  MODELED GRAV-     979,307.9   (mgal)                       NAVD 88
 CA0212
 CA0212  VERT ORDER  -  SECOND    CLASS 0
 CA0212
 CA0212.The horizontal coordinates were scaled from a topographic map and have
 CA0212.an estimated accuracy of +/- 6 seconds.
 CA0212
 CA0212.The orthometric height was determined by differential leveling
 CA0212.and adjusted by the National Geodetic Survey in June 1991..
 CA0212
 CA0212.The geoid height was determined by GEOID03.
 CA0212
 CA0212.The dynamic height is computed by dividing the NAVD 88
 CA0212.geopotential number by the normal gravity value computed on the
 CA0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0212.degrees latitude (g = 980.6199 gals.).
 CA0212
 CA0212.The modeled gravity was interpolated from observed gravity values.
 CA0212
 CA0212;                    North         East    Units  Estimated Accuracy
 CA0212;SPC TX C     - 3,173,960.      840,280.      MT  (+/- 180 meters Scaled)
 CA0212
 CA0212                          SUPERSEDED SURVEY CONTROL
 CA0212
 CA0212  NGVD 29 (??/??/92)  397.452  (m)         1303.97   (f) ADJ UNCH    2 0
 CA0212
 CA0212.Superseded values are not recommended for survey control.
 CA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0212.See file dsdata.txt to determine how the superseded data were derived.
 CA0212
 CA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV132548(NAD 83)
 CA0212_MARKER: Z = SEE DESCRIPTION
 CA0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0212_SP_SET: RAIL
 CA0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0212
 CA0212  HISTORY     - Date     Condition        Report By
 CA0212  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0212  HISTORY     - 1935     GOOD             NGS
 CA0212
 CA0212                          STATION DESCRIPTION
 CA0212
 CA0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0212'6.5 MI E FROM RICHLAND SPRINGS.
 CA0212'6.5 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 33. 10
 CA0212'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0213 ***********************************************************************
 CA0213  DESIGNATION -  MP 34
 CA0213  PID         -  CA0213
 CA0213  STATE/COUNTY-  TX/SAN SABA
 CA0213  USGS QUAD   -  BAKER SPRING (1982)
 CA0213
 CA0213                         *CURRENT SURVEY CONTROL
 CA0213  ___________________________________________________________________
 CA0213* NAD 83(1986)-  31 13 56.     (N)    098 52 36.     (W)     SCALED    
 CA0213* NAVD 88     -       400.916  (meters)    1315.34   (feet)  ADJUSTED  
 CA0213  ___________________________________________________________________
 CA0213  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CA0213  DYNAMIC HT  -         400.387 (meters)    1313.60  (feet)  COMP
 CA0213  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 CA0213
 CA0213  VERT ORDER  -  SECOND    CLASS 0
 CA0213
 CA0213.The horizontal coordinates were scaled from a topographic map and have
 CA0213.an estimated accuracy of +/- 6 seconds.
 CA0213
 CA0213.The orthometric height was determined by differential leveling
 CA0213.and adjusted by the National Geodetic Survey in June 1991..
 CA0213
 CA0213.The geoid height was determined by GEOID03.
 CA0213
 CA0213.The dynamic height is computed by dividing the NAVD 88
 CA0213.geopotential number by the normal gravity value computed on the
 CA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0213.degrees latitude (g = 980.6199 gals.).
 CA0213
 CA0213.The modeled gravity was interpolated from observed gravity values.
 CA0213
 CA0213;                    North         East    Units  Estimated Accuracy
 CA0213;SPC TX C     - 3,174,460.      838,760.      MT  (+/- 180 meters Scaled)
 CA0213
 CA0213                          SUPERSEDED SURVEY CONTROL
 CA0213
 CA0213  NGVD 29 (??/??/92)  400.864  (m)         1315.17   (f) ADJ UNCH    2 0
 CA0213
 CA0213.Superseded values are not recommended for survey control.
 CA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0213.See file dsdata.txt to determine how the superseded data were derived.
 CA0213
 CA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV117553(NAD 83)
 CA0213_MARKER: Z = SEE DESCRIPTION
 CA0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0213_SP_SET: RAIL
 CA0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0213
 CA0213  HISTORY     - Date     Condition        Report By
 CA0213  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0213  HISTORY     - 1935     GOOD             NGS
 CA0213
 CA0213                          STATION DESCRIPTION
 CA0213
 CA0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0213'5.5 MI E FROM RICHLAND SPRINGS.
 CA0213'5.5 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 34. 10
 CA0213'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0074 ***********************************************************************
 DQ0074  DESIGNATION -  MP 34
 DQ0074  PID         -  DQ0074
 DQ0074  STATE/COUNTY-  TX/TERRY
 DQ0074  USGS QUAD   -  MEADOW (1985)
 DQ0074
 DQ0074                         *CURRENT SURVEY CONTROL
 DQ0074  ___________________________________________________________________
 DQ0074* NAD 83(1986)-  33 15 26.     (N)    102 14 44.     (W)     SCALED    
 DQ0074* NAVD 88     -      1013.901  (meters)    3326.44   (feet)  ADJUSTED  
 DQ0074  ___________________________________________________________________
 DQ0074  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 DQ0074  DYNAMIC HT  -        1012.556 (meters)    3322.03  (feet)  COMP
 DQ0074  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 DQ0074
 DQ0074  VERT ORDER  -  FIRST     CLASS II
 DQ0074
 DQ0074.The horizontal coordinates were scaled from a topographic map and have
 DQ0074.an estimated accuracy of +/- 6 seconds.
 DQ0074
 DQ0074.The orthometric height was determined by differential leveling
 DQ0074.and adjusted by the National Geodetic Survey in June 1991..
 DQ0074
 DQ0074.The geoid height was determined by GEOID03.
 DQ0074
 DQ0074.The dynamic height is computed by dividing the NAVD 88
 DQ0074.geopotential number by the normal gravity value computed on the
 DQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0074.degrees latitude (g = 980.6199 gals.).
 DQ0074
 DQ0074.The modeled gravity was interpolated from observed gravity values.
 DQ0074
 DQ0074;                    North         East    Units  Estimated Accuracy
 DQ0074;SPC TXNC     - 2,182,600.      251,100.      MT  (+/- 180 meters Scaled)
 DQ0074
 DQ0074                          SUPERSEDED SURVEY CONTROL
 DQ0074
 DQ0074  NGVD 29 (??/??/92) 1013.538  (m)         3325.25   (f) ADJ UNCH    1 2
 DQ0074
 DQ0074.Superseded values are not recommended for survey control.
 DQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0074.See file dsdata.txt to determine how the superseded data were derived.
 DQ0074
 DQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS565831(NAD 83)
 DQ0074_MARKER: B = BOLT
 DQ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0074+STABILITY: SURFACE MOTION
 DQ0074
 DQ0074  HISTORY     - Date     Condition        Report By
 DQ0074  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0074  HISTORY     - 1934     GOOD             NGS
 DQ0074  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0074
 DQ0074                          STATION DESCRIPTION
 DQ0074
 DQ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0074'5.8 MI N FROM BROWNFIELD.
 DQ0074'5.8 MI. NORTH ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0074'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0074'RAILROAD, 0.4 MILE SOUTH OF THE RAILROAD SIGNBOARD CHALLIS, 36 YARDS
 DQ0074'SOUTHEAST OF MILE POLE 34, 40 YARDS SOUTH OF CORNER IN RIGHT OF WAY
 DQ0074'FENCE, 49 FEET EAST OF THE TRACK, 1 FOOT WEST OF RIGHT OF WAY FENCE.
 DQ0074'TRACK BOLT SET IN TOP OF CONCRETE POST.
 DQ0074
 DQ0074                          STATION RECOVERY (1963)
 DQ0074
 DQ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0215 ***********************************************************************
 CA0215  DESIGNATION -  MP 35
 CA0215  PID         -  CA0215
 CA0215  STATE/COUNTY-  TX/SAN SABA
 CA0215  USGS QUAD   -  BAKER SPRING (1982)
 CA0215
 CA0215                         *CURRENT SURVEY CONTROL
 CA0215  ___________________________________________________________________
 CA0215* NAD 83(1986)-  31 14 15.     (N)    098 53 31.     (W)     SCALED    
 CA0215* NAVD 88     -       412.273  (meters)    1352.60   (feet)  ADJUSTED  
 CA0215  ___________________________________________________________________
 CA0215  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CA0215  DYNAMIC HT  -         411.729 (meters)    1350.81  (feet)  COMP
 CA0215  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 CA0215
 CA0215  VERT ORDER  -  SECOND    CLASS 0
 CA0215
 CA0215.The horizontal coordinates were scaled from a topographic map and have
 CA0215.an estimated accuracy of +/- 6 seconds.
 CA0215
 CA0215.The orthometric height was determined by differential leveling
 CA0215.and adjusted by the National Geodetic Survey in June 1991..
 CA0215
 CA0215.The geoid height was determined by GEOID03.
 CA0215
 CA0215.The dynamic height is computed by dividing the NAVD 88
 CA0215.geopotential number by the normal gravity value computed on the
 CA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0215.degrees latitude (g = 980.6199 gals.).
 CA0215
 CA0215.The modeled gravity was interpolated from observed gravity values.
 CA0215
 CA0215;                    North         East    Units  Estimated Accuracy
 CA0215;SPC TX C     - 3,175,030.      837,300.      MT  (+/- 180 meters Scaled)
 CA0215
 CA0215                          SUPERSEDED SURVEY CONTROL
 CA0215
 CA0215  NGVD 29 (??/??/92)  412.218  (m)         1352.42   (f) ADJ UNCH    2 0
 CA0215
 CA0215.Superseded values are not recommended for survey control.
 CA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0215.See file dsdata.txt to determine how the superseded data were derived.
 CA0215
 CA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV102559(NAD 83)
 CA0215_MARKER: Z = SEE DESCRIPTION
 CA0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0215_SP_SET: RAIL
 CA0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0215
 CA0215  HISTORY     - Date     Condition        Report By
 CA0215  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0215  HISTORY     - 1935     GOOD             NGS
 CA0215
 CA0215                          STATION DESCRIPTION
 CA0215
 CA0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0215'4.5 MI E FROM RICHLAND SPRINGS.
 CA0215'4.5 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 35. 10
 CA0215'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0217 ***********************************************************************
 CA0217  DESIGNATION -  MP 36
 CA0217  PID         -  CA0217
 CA0217  STATE/COUNTY-  TX/SAN SABA
 CA0217  USGS QUAD   -  BAKER SPRING (1982)
 CA0217
 CA0217                         *CURRENT SURVEY CONTROL
 CA0217  ___________________________________________________________________
 CA0217* NAD 83(1986)-  31 14 43.     (N)    098 54 22.     (W)     SCALED    
 CA0217* NAVD 88     -       421.561  (meters)    1383.07   (feet)  ADJUSTED  
 CA0217  ___________________________________________________________________
 CA0217  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CA0217  DYNAMIC HT  -         421.005 (meters)    1381.25  (feet)  COMP
 CA0217  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 CA0217
 CA0217  VERT ORDER  -  SECOND    CLASS 0
 CA0217
 CA0217.The horizontal coordinates were scaled from a topographic map and have
 CA0217.an estimated accuracy of +/- 6 seconds.
 CA0217
 CA0217.The orthometric height was determined by differential leveling
 CA0217.and adjusted by the National Geodetic Survey in June 1991..
 CA0217
 CA0217.The geoid height was determined by GEOID03.
 CA0217
 CA0217.The dynamic height is computed by dividing the NAVD 88
 CA0217.geopotential number by the normal gravity value computed on the
 CA0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0217.degrees latitude (g = 980.6199 gals.).
 CA0217
 CA0217.The modeled gravity was interpolated from observed gravity values.
 CA0217
 CA0217;                    North         East    Units  Estimated Accuracy
 CA0217;SPC TX C     - 3,175,870.      835,940.      MT  (+/- 180 meters Scaled)
 CA0217
 CA0217                          SUPERSEDED SURVEY CONTROL
 CA0217
 CA0217  NGVD 29 (??/??/92)  421.505  (m)         1382.89   (f) ADJ UNCH    2 0
 CA0217
 CA0217.Superseded values are not recommended for survey control.
 CA0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0217.See file dsdata.txt to determine how the superseded data were derived.
 CA0217
 CA0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV089567(NAD 83)
 CA0217_MARKER: Z = SEE DESCRIPTION
 CA0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0217_SP_SET: RAIL
 CA0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0217
 CA0217  HISTORY     - Date     Condition        Report By
 CA0217  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0217  HISTORY     - 1935     GOOD             NGS
 CA0217
 CA0217                          STATION DESCRIPTION
 CA0217
 CA0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0217'3.5 MI E FROM RICHLAND SPRINGS.
 CA0217'3.5 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 36. 10
 CA0217'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0218 ***********************************************************************
 CA0218  DESIGNATION -  MP 37
 CA0218  PID         -  CA0218
 CA0218  STATE/COUNTY-  TX/SAN SABA
 CA0218  USGS QUAD   -  RICHLAND SPRINGS (1979)
 CA0218
 CA0218                         *CURRENT SURVEY CONTROL
 CA0218  ___________________________________________________________________
 CA0218* NAD 83(1986)-  31 15 13.     (N)    098 55 13.     (W)     SCALED    
 CA0218* NAVD 88     -       431.117  (meters)    1414.42   (feet)  ADJUSTED  
 CA0218  ___________________________________________________________________
 CA0218  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CA0218  DYNAMIC HT  -         430.548 (meters)    1412.56  (feet)  COMP
 CA0218  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 CA0218
 CA0218  VERT ORDER  -  SECOND    CLASS 0
 CA0218
 CA0218.The horizontal coordinates were scaled from a topographic map and have
 CA0218.an estimated accuracy of +/- 6 seconds.
 CA0218
 CA0218.The orthometric height was determined by differential leveling
 CA0218.and adjusted by the National Geodetic Survey in June 1991..
 CA0218
 CA0218.The geoid height was determined by GEOID03.
 CA0218
 CA0218.The dynamic height is computed by dividing the NAVD 88
 CA0218.geopotential number by the normal gravity value computed on the
 CA0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0218.degrees latitude (g = 980.6199 gals.).
 CA0218
 CA0218.The modeled gravity was interpolated from observed gravity values.
 CA0218
 CA0218;                    North         East    Units  Estimated Accuracy
 CA0218;SPC TX C     - 3,176,780.      834,580.      MT  (+/- 180 meters Scaled)
 CA0218
 CA0218                          SUPERSEDED SURVEY CONTROL
 CA0218
 CA0218  NGVD 29 (??/??/92)  431.059  (m)         1414.23   (f) ADJ UNCH    2 0
 CA0218
 CA0218.Superseded values are not recommended for survey control.
 CA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0218.See file dsdata.txt to determine how the superseded data were derived.
 CA0218
 CA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV075577(NAD 83)
 CA0218_MARKER: Z = SEE DESCRIPTION
 CA0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0218_SP_SET: RAIL
 CA0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0218
 CA0218  HISTORY     - Date     Condition        Report By
 CA0218  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0218  HISTORY     - 1935     GOOD             NGS
 CA0218
 CA0218                          STATION DESCRIPTION
 CA0218
 CA0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0218'2.5 MI E FROM RICHLAND SPRINGS.
 CA0218'2.5 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 37. 10
 CA0218'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0220 ***********************************************************************
 CA0220  DESIGNATION -  MP 38
 CA0220  PID         -  CA0220
 CA0220  STATE/COUNTY-  TX/SAN SABA
 CA0220  USGS QUAD   -  RICHLAND SPRINGS (1979)
 CA0220
 CA0220                         *CURRENT SURVEY CONTROL
 CA0220  ___________________________________________________________________
 CA0220* NAD 83(1986)-  31 15 56.     (N)    098 55 47.     (W)     SCALED    
 CA0220* NAVD 88     -       430.335  (meters)    1411.86   (feet)  ADJUSTED  
 CA0220  ___________________________________________________________________
 CA0220  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CA0220  DYNAMIC HT  -         429.766 (meters)    1409.99  (feet)  COMP
 CA0220  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 CA0220
 CA0220  VERT ORDER  -  SECOND    CLASS 0
 CA0220
 CA0220.The horizontal coordinates were scaled from a topographic map and have
 CA0220.an estimated accuracy of +/- 6 seconds.
 CA0220
 CA0220.The orthometric height was determined by differential leveling
 CA0220.and adjusted by the National Geodetic Survey in June 1991..
 CA0220
 CA0220.The geoid height was determined by GEOID03.
 CA0220
 CA0220.The dynamic height is computed by dividing the NAVD 88
 CA0220.geopotential number by the normal gravity value computed on the
 CA0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0220.degrees latitude (g = 980.6199 gals.).
 CA0220
 CA0220.The modeled gravity was interpolated from observed gravity values.
 CA0220
 CA0220;                    North         East    Units  Estimated Accuracy
 CA0220;SPC TX C     - 3,178,090.      833,660.      MT  (+/- 180 meters Scaled)
 CA0220
 CA0220                          SUPERSEDED SURVEY CONTROL
 CA0220
 CA0220  NGVD 29 (??/??/92)  430.277  (m)         1411.67   (f) ADJ UNCH    2 0
 CA0220
 CA0220.Superseded values are not recommended for survey control.
 CA0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0220.See file dsdata.txt to determine how the superseded data were derived.
 CA0220
 CA0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV066590(NAD 83)
 CA0220_MARKER: Z = SEE DESCRIPTION
 CA0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0220_SP_SET: RAIL
 CA0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0220
 CA0220  HISTORY     - Date     Condition        Report By
 CA0220  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0220  HISTORY     - 1935     GOOD             NGS
 CA0220
 CA0220                          STATION DESCRIPTION
 CA0220
 CA0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0220'1.5 MI E FROM RICHLAND SPRINGS.
 CA0220'1.5 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 38. 10
 CA0220'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0078 ***********************************************************************
 DQ0078  DESIGNATION -  MP 38
 DQ0078  PID         -  DQ0078
 DQ0078  STATE/COUNTY-  TX/TERRY
 DQ0078  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0078
 DQ0078                         *CURRENT SURVEY CONTROL
 DQ0078  ___________________________________________________________________
 DQ0078* NAD 83(1986)-  33 12 16.     (N)    102 16 18.     (W)     SCALED    
 DQ0078* NAVD 88     -      1011.674  (meters)    3319.13   (feet)  ADJUSTED  
 DQ0078  ___________________________________________________________________
 DQ0078  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 DQ0078  DYNAMIC HT  -        1010.329 (meters)    3314.72  (feet)  COMP
 DQ0078  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 DQ0078
 DQ0078  VERT ORDER  -  FIRST     CLASS II
 DQ0078
 DQ0078.The horizontal coordinates were scaled from a topographic map and have
 DQ0078.an estimated accuracy of +/- 6 seconds.
 DQ0078
 DQ0078.The orthometric height was determined by differential leveling
 DQ0078.and adjusted by the National Geodetic Survey in June 1991..
 DQ0078
 DQ0078.The geoid height was determined by GEOID03.
 DQ0078
 DQ0078.The dynamic height is computed by dividing the NAVD 88
 DQ0078.geopotential number by the normal gravity value computed on the
 DQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0078.degrees latitude (g = 980.6199 gals.).
 DQ0078
 DQ0078.The modeled gravity was interpolated from observed gravity values.
 DQ0078
 DQ0078;                    North         East    Units  Estimated Accuracy
 DQ0078;SPC TXNC     - 2,176,840.      248,460.      MT  (+/- 180 meters Scaled)
 DQ0078
 DQ0078                          SUPERSEDED SURVEY CONTROL
 DQ0078
 DQ0078  NGVD 29 (??/??/92) 1011.315  (m)         3317.96   (f) ADJ UNCH    1 2
 DQ0078
 DQ0078.Superseded values are not recommended for survey control.
 DQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0078.See file dsdata.txt to determine how the superseded data were derived.
 DQ0078
 DQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS543772(NAD 83)
 DQ0078_MARKER: B = BOLT
 DQ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0078+STABILITY: SURFACE MOTION
 DQ0078
 DQ0078  HISTORY     - Date     Condition        Report By
 DQ0078  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0078  HISTORY     - 1934     GOOD             NGS
 DQ0078  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0078
 DQ0078                          STATION DESCRIPTION
 DQ0078
 DQ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0078'1.7 MI N FROM BROWNFIELD.
 DQ0078'1.7 MI. NORTH ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0078'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0078'RAILROAD, 42 YARDS SOUTHEAST OF MILE POLE 38, 6 RAILS NORTHEAST OF
 DQ0078'PRIVATE RAILROAD CROSSING, 50 YARDS SOUTHEAST OF RAILROAD SIGN W 49
 DQ0078'FEET EAST OF TRACK, 1 FOOT WEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET
 DQ0078'IN TOP OF CONCRETE POST.
 DQ0078
 DQ0078                          STATION RECOVERY (1963)
 DQ0078
 DQ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0222 ***********************************************************************
 CA0222  DESIGNATION -  MP 40
 CA0222  PID         -  CA0222
 CA0222  STATE/COUNTY-  TX/SAN SABA
 CA0222  USGS QUAD   -  RICHLAND SPRINGS (1979)
 CA0222
 CA0222                         *CURRENT SURVEY CONTROL
 CA0222  ___________________________________________________________________
 CA0222* NAD 83(1986)-  31 16 57.     (N)    098 57 29.     (W)     SCALED    
 CA0222* NAVD 88     -       421.008  (meters)    1381.26   (feet)  ADJUSTED  
 CA0222  ___________________________________________________________________
 CA0222  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CA0222  DYNAMIC HT  -         420.451 (meters)    1379.43  (feet)  COMP
 CA0222  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 CA0222
 CA0222  VERT ORDER  -  SECOND    CLASS 0
 CA0222
 CA0222.The horizontal coordinates were scaled from a topographic map and have
 CA0222.an estimated accuracy of +/- 6 seconds.
 CA0222
 CA0222.The orthometric height was determined by differential leveling
 CA0222.and adjusted by the National Geodetic Survey in June 1991..
 CA0222
 CA0222.The geoid height was determined by GEOID03.
 CA0222
 CA0222.The dynamic height is computed by dividing the NAVD 88
 CA0222.geopotential number by the normal gravity value computed on the
 CA0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0222.degrees latitude (g = 980.6199 gals.).
 CA0222
 CA0222.The modeled gravity was interpolated from observed gravity values.
 CA0222
 CA0222;                    North         East    Units  Estimated Accuracy
 CA0222;SPC TX C     - 3,179,930.      830,940.      MT  (+/- 180 meters Scaled)
 CA0222
 CA0222                          SUPERSEDED SURVEY CONTROL
 CA0222
 CA0222  NGVD 29 (??/??/92)  420.952  (m)         1381.07   (f) ADJ UNCH    2 0
 CA0222
 CA0222.Superseded values are not recommended for survey control.
 CA0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0222.See file dsdata.txt to determine how the superseded data were derived.
 CA0222
 CA0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV039609(NAD 83)
 CA0222_MARKER: Z = SEE DESCRIPTION
 CA0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0222_SP_SET: RAIL
 CA0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0222
 CA0222  HISTORY     - Date     Condition        Report By
 CA0222  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0222  HISTORY     - 1935     GOOD             NGS
 CA0222
 CA0222                          STATION DESCRIPTION
 CA0222
 CA0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0222'0.6 MI W FROM RICHLAND SPRINGS.
 CA0222'0.6 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 40. 10
 CA0222'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0223 ***********************************************************************
 CA0223  DESIGNATION -  MP 41
 CA0223  PID         -  CA0223
 CA0223  STATE/COUNTY-  TX/SAN SABA
 CA0223  USGS QUAD   -  RICHLAND SPRINGS (1979)
 CA0223
 CA0223                         *CURRENT SURVEY CONTROL
 CA0223  ___________________________________________________________________
 CA0223* NAD 83(1986)-  31 17 05.     (N)    098 58 30.     (W)     SCALED    
 CA0223* NAVD 88     -       426.828  (meters)    1400.35   (feet)  ADJUSTED  
 CA0223  ___________________________________________________________________
 CA0223  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CA0223  DYNAMIC HT  -         426.262 (meters)    1398.49  (feet)  COMP
 CA0223  MODELED GRAV-     979,302.7   (mgal)                       NAVD 88
 CA0223
 CA0223  VERT ORDER  -  SECOND    CLASS 0
 CA0223
 CA0223.The horizontal coordinates were scaled from a topographic map and have
 CA0223.an estimated accuracy of +/- 6 seconds.
 CA0223
 CA0223.The orthometric height was determined by differential leveling
 CA0223.and adjusted by the National Geodetic Survey in June 1991..
 CA0223
 CA0223.The geoid height was determined by GEOID03.
 CA0223
 CA0223.The dynamic height is computed by dividing the NAVD 88
 CA0223.geopotential number by the normal gravity value computed on the
 CA0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0223.degrees latitude (g = 980.6199 gals.).
 CA0223
 CA0223.The modeled gravity was interpolated from observed gravity values.
 CA0223
 CA0223;                    North         East    Units  Estimated Accuracy
 CA0223;SPC TX C     - 3,180,160.      829,320.      MT  (+/- 180 meters Scaled)
 CA0223
 CA0223                          SUPERSEDED SURVEY CONTROL
 CA0223
 CA0223  NGVD 29 (??/??/92)  426.771  (m)         1400.16   (f) ADJ UNCH    2 0
 CA0223
 CA0223.Superseded values are not recommended for survey control.
 CA0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0223.See file dsdata.txt to determine how the superseded data were derived.
 CA0223
 CA0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV023611(NAD 83)
 CA0223_MARKER: Z = SEE DESCRIPTION
 CA0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0223_SP_SET: RAIL
 CA0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0223
 CA0223  HISTORY     - Date     Condition        Report By
 CA0223  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0223  HISTORY     - 1935     GOOD             NGS
 CA0223
 CA0223                          STATION DESCRIPTION
 CA0223
 CA0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0223'1.6 MI W FROM RICHLAND SPRINGS.
 CA0223'1.6 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 41. 10
 CA0223'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0225 ***********************************************************************
 CA0225  DESIGNATION -  MP 42
 CA0225  PID         -  CA0225
 CA0225  STATE/COUNTY-  TX/SAN SABA
 CA0225  USGS QUAD   -  RICHLAND SPRINGS (1979)
 CA0225
 CA0225                         *CURRENT SURVEY CONTROL
 CA0225  ___________________________________________________________________
 CA0225* NAD 83(1986)-  31 17 30.     (N)    098 59 24.     (W)     SCALED    
 CA0225* NAVD 88     -       431.253  (meters)    1414.87   (feet)  ADJUSTED  
 CA0225  ___________________________________________________________________
 CA0225  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CA0225  DYNAMIC HT  -         430.681 (meters)    1412.99  (feet)  COMP
 CA0225  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 CA0225
 CA0225  VERT ORDER  -  SECOND    CLASS 0
 CA0225
 CA0225.The horizontal coordinates were scaled from a topographic map and have
 CA0225.an estimated accuracy of +/- 6 seconds.
 CA0225
 CA0225.The orthometric height was determined by differential leveling
 CA0225.and adjusted by the National Geodetic Survey in June 1991..
 CA0225
 CA0225.The geoid height was determined by GEOID03.
 CA0225
 CA0225.The dynamic height is computed by dividing the NAVD 88
 CA0225.geopotential number by the normal gravity value computed on the
 CA0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0225.degrees latitude (g = 980.6199 gals.).
 CA0225
 CA0225.The modeled gravity was interpolated from observed gravity values.
 CA0225
 CA0225;                    North         East    Units  Estimated Accuracy
 CA0225;SPC TX C     - 3,180,910.      827,890.      MT  (+/- 180 meters Scaled)
 CA0225
 CA0225                          SUPERSEDED SURVEY CONTROL
 CA0225
 CA0225  NGVD 29 (??/??/92)  431.196  (m)         1414.68   (f) ADJ UNCH    2 0
 CA0225
 CA0225.Superseded values are not recommended for survey control.
 CA0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0225.See file dsdata.txt to determine how the superseded data were derived.
 CA0225
 CA0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV009619(NAD 83)
 CA0225_MARKER: Z = SEE DESCRIPTION
 CA0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0225_SP_SET: RAIL
 CA0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0225
 CA0225  HISTORY     - Date     Condition        Report By
 CA0225  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0225  HISTORY     - 1935     GOOD             NGS
 CA0225
 CA0225                          STATION DESCRIPTION
 CA0225
 CA0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0225'2.6 MI W FROM RICHLAND SPRINGS.
 CA0225'2.6 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 42. 10
 CA0225'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0080 ***********************************************************************
 DQ0080  DESIGNATION -  MP 42
 DQ0080  PID         -  DQ0080
 DQ0080  STATE/COUNTY-  TX/TERRY
 DQ0080  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0080
 DQ0080                         *CURRENT SURVEY CONTROL
 DQ0080  ___________________________________________________________________
 DQ0080* NAD 83(1986)-  33 09 10.     (N)    102 18 09.     (W)     SCALED    
 DQ0080* NAVD 88     -      1013.487  (meters)    3325.08   (feet)  ADJUSTED  
 DQ0080  ___________________________________________________________________
 DQ0080  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 DQ0080  DYNAMIC HT  -        1012.136 (meters)    3320.65  (feet)  COMP
 DQ0080  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 DQ0080
 DQ0080  VERT ORDER  -  FIRST     CLASS II
 DQ0080
 DQ0080.The horizontal coordinates were scaled from a topographic map and have
 DQ0080.an estimated accuracy of +/- 6 seconds.
 DQ0080
 DQ0080.The orthometric height was determined by differential leveling
 DQ0080.and adjusted by the National Geodetic Survey in June 1991..
 DQ0080
 DQ0080.The geoid height was determined by GEOID03.
 DQ0080
 DQ0080.The dynamic height is computed by dividing the NAVD 88
 DQ0080.geopotential number by the normal gravity value computed on the
 DQ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0080.degrees latitude (g = 980.6199 gals.).
 DQ0080
 DQ0080.The modeled gravity was interpolated from observed gravity values.
 DQ0080
 DQ0080;                    North         East    Units  Estimated Accuracy
 DQ0080;SPC TXNC     - 2,171,210.      245,380.      MT  (+/- 180 meters Scaled)
 DQ0080
 DQ0080                          SUPERSEDED SURVEY CONTROL
 DQ0080
 DQ0080  NGVD 29 (??/??/92) 1013.131  (m)         3323.91   (f) ADJ UNCH    1 2
 DQ0080
 DQ0080.Superseded values are not recommended for survey control.
 DQ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0080.See file dsdata.txt to determine how the superseded data were derived.
 DQ0080
 DQ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS515714(NAD 83)
 DQ0080_MARKER: B = BOLT
 DQ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0080+STABILITY: SURFACE MOTION
 DQ0080
 DQ0080  HISTORY     - Date     Condition        Report By
 DQ0080  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0080  HISTORY     - 1934     GOOD             NGS
 DQ0080  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0080
 DQ0080                          STATION DESCRIPTION
 DQ0080
 DQ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0080'2.3 MI SW FROM BROWNFIELD.
 DQ0080'2.3 MI. S.W. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0080'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0080'RAILROAD, 35 YARDS NORTHEAST OF MILE POLE 42, 4 1/2 RAIL LENGTHS,
 DQ0080'APPROXIMATELY 50 YARDS SOUTHEAST OF PUBLIC RAILROAD CROSSING, 49 FEET
 DQ0080'EAST OF TRACK, 1 FOOT WEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN
 DQ0080'TOP OF CONCRETE POST.
 DQ0080
 DQ0080                          STATION RECOVERY (1963)
 DQ0080
 DQ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0537 ***********************************************************************
 CA0537  DESIGNATION -  MP 43
 CA0537  PID         -  CA0537
 CA0537  STATE/COUNTY-  TX/SAN SABA
 CA0537  USGS QUAD   -  HALL (1979)
 CA0537
 CA0537                         *CURRENT SURVEY CONTROL
 CA0537  ___________________________________________________________________
 CA0537* NAD 83(1986)-  31 17 26.     (N)    099 00 19.     (W)     SCALED    
 CA0537* NAVD 88     -       438.765  (meters)    1439.51   (feet)  ADJUSTED  
 CA0537  ___________________________________________________________________
 CA0537  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CA0537  DYNAMIC HT  -         438.182 (meters)    1437.60  (feet)  COMP
 CA0537  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 CA0537
 CA0537  VERT ORDER  -  SECOND    CLASS 0
 CA0537
 CA0537.The horizontal coordinates were scaled from a topographic map and have
 CA0537.an estimated accuracy of +/- 6 seconds.
 CA0537
 CA0537.The orthometric height was determined by differential leveling
 CA0537.and adjusted by the National Geodetic Survey in June 1991..
 CA0537
 CA0537.The geoid height was determined by GEOID03.
 CA0537
 CA0537.The dynamic height is computed by dividing the NAVD 88
 CA0537.geopotential number by the normal gravity value computed on the
 CA0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0537.degrees latitude (g = 980.6199 gals.).
 CA0537
 CA0537.The modeled gravity was interpolated from observed gravity values.
 CA0537
 CA0537;                    North         East    Units  Estimated Accuracy
 CA0537;SPC TX C     - 3,180,770.      826,430.      MT  (+/- 180 meters Scaled)
 CA0537
 CA0537                          SUPERSEDED SURVEY CONTROL
 CA0537
 CA0537  NGVD 29 (??/??/92)  438.703  (m)         1439.31   (f) ADJ UNCH    2 0
 CA0537
 CA0537.Superseded values are not recommended for survey control.
 CA0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0537.See file dsdata.txt to determine how the superseded data were derived.
 CA0537
 CA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV994618(NAD 83)
 CA0537_MARKER: Z = SEE DESCRIPTION
 CA0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0537_SP_SET: ROLL
 CA0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0537
 CA0537  HISTORY     - Date     Condition        Report By
 CA0537  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0537  HISTORY     - 1935     GOOD             NGS
 CA0537
 CA0537                          STATION DESCRIPTION
 CA0537
 CA0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0537'3.6 MI W FROM RICHLAND SPRINGS.
 CA0537'3.6 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. AT MILE POST 43. 10
 CA0537'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0539 ***********************************************************************
 CA0539  DESIGNATION -  MP 44
 CA0539  PID         -  CA0539
 CA0539  STATE/COUNTY-  TX/SAN SABA
 CA0539  USGS QUAD   -  HALL (1979)
 CA0539
 CA0539                         *CURRENT SURVEY CONTROL
 CA0539  ___________________________________________________________________
 CA0539* NAD 83(1986)-  31 17 19.     (N)    099 01 07.     (W)     SCALED    
 CA0539* NAVD 88     -       441.620  (meters)    1448.88   (feet)  ADJUSTED  
 CA0539  ___________________________________________________________________
 CA0539  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CA0539  DYNAMIC HT  -         441.033 (meters)    1446.96  (feet)  COMP
 CA0539  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 CA0539
 CA0539  VERT ORDER  -  SECOND    CLASS 0
 CA0539
 CA0539.The horizontal coordinates were scaled from a topographic map and have
 CA0539.an estimated accuracy of +/- 6 seconds.
 CA0539
 CA0539.The orthometric height was determined by differential leveling
 CA0539.and adjusted by the National Geodetic Survey in June 1991..
 CA0539
 CA0539.The geoid height was determined by GEOID03.
 CA0539
 CA0539.The dynamic height is computed by dividing the NAVD 88
 CA0539.geopotential number by the normal gravity value computed on the
 CA0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0539.degrees latitude (g = 980.6199 gals.).
 CA0539
 CA0539.The modeled gravity was interpolated from observed gravity values.
 CA0539
 CA0539;                    North         East    Units  Estimated Accuracy
 CA0539;SPC TX C     - 3,180,540.      825,170.      MT  (+/- 180 meters Scaled)
 CA0539
 CA0539                          SUPERSEDED SURVEY CONTROL
 CA0539
 CA0539  NGVD 29 (??/??/92)  441.558  (m)         1448.68   (f) ADJ UNCH    2 0
 CA0539
 CA0539.Superseded values are not recommended for survey control.
 CA0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0539.See file dsdata.txt to determine how the superseded data were derived.
 CA0539
 CA0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV982615(NAD 83)
 CA0539_MARKER: Z = SEE DESCRIPTION
 CA0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0539_SP_SET: RAIL
 CA0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0539
 CA0539  HISTORY     - Date     Condition        Report By
 CA0539  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0539  HISTORY     - 1935     GOOD             NGS
 CA0539
 CA0539                          STATION DESCRIPTION
 CA0539
 CA0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0539'4.6 MI W FROM RICHLAND SPRINGS.
 CA0539'4.6 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 44. 10
 CA0539'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0540 ***********************************************************************
 CA0540  DESIGNATION -  MP 45
 CA0540  PID         -  CA0540
 CA0540  STATE/COUNTY-  TX/SAN SABA
 CA0540  USGS QUAD   -  HALL (1979)
 CA0540
 CA0540                         *CURRENT SURVEY CONTROL
 CA0540  ___________________________________________________________________
 CA0540* NAD 83(1986)-  31 17 21.     (N)    099 02 06.     (W)     SCALED    
 CA0540* NAVD 88     -       446.603  (meters)    1465.23   (feet)  ADJUSTED  
 CA0540  ___________________________________________________________________
 CA0540  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CA0540  DYNAMIC HT  -         446.009 (meters)    1463.28  (feet)  COMP
 CA0540  MODELED GRAV-     979,295.9   (mgal)                       NAVD 88
 CA0540
 CA0540  VERT ORDER  -  SECOND    CLASS 0
 CA0540
 CA0540.The horizontal coordinates were scaled from a topographic map and have
 CA0540.an estimated accuracy of +/- 6 seconds.
 CA0540
 CA0540.The orthometric height was determined by differential leveling
 CA0540.and adjusted by the National Geodetic Survey in June 1991..
 CA0540
 CA0540.The geoid height was determined by GEOID03.
 CA0540
 CA0540.The dynamic height is computed by dividing the NAVD 88
 CA0540.geopotential number by the normal gravity value computed on the
 CA0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0540.degrees latitude (g = 980.6199 gals.).
 CA0540
 CA0540.The modeled gravity was interpolated from observed gravity values.
 CA0540
 CA0540;                    North         East    Units  Estimated Accuracy
 CA0540;SPC TX C     - 3,180,590.      823,610.      MT  (+/- 180 meters Scaled)
 CA0540
 CA0540                          SUPERSEDED SURVEY CONTROL
 CA0540
 CA0540  NGVD 29 (??/??/92)  446.539  (m)         1465.02   (f) ADJ UNCH    2 0
 CA0540
 CA0540.Superseded values are not recommended for survey control.
 CA0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0540.See file dsdata.txt to determine how the superseded data were derived.
 CA0540
 CA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV966616(NAD 83)
 CA0540_MARKER: Z = SEE DESCRIPTION
 CA0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0540_SP_SET: RAIL
 CA0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0540
 CA0540  HISTORY     - Date     Condition        Report By
 CA0540  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0540  HISTORY     - 1935     GOOD             NGS
 CA0540
 CA0540                          STATION DESCRIPTION
 CA0540
 CA0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0540'5.6 MI W FROM RICHLAND SPRINGS.
 CA0540'5.6 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 45. 10
 CA0540'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0542 ***********************************************************************
 CA0542  DESIGNATION -  MP 46
 CA0542  PID         -  CA0542
 CA0542  STATE/COUNTY-  TX/SAN SABA
 CA0542  USGS QUAD   -  HALL (1979)
 CA0542
 CA0542                         *CURRENT SURVEY CONTROL
 CA0542  ___________________________________________________________________
 CA0542* NAD 83(1986)-  31 17 07.     (N)    099 03 02.     (W)     SCALED    
 CA0542* NAVD 88     -       453.833  (meters)    1488.95   (feet)  ADJUSTED  
 CA0542  ___________________________________________________________________
 CA0542  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CA0542  DYNAMIC HT  -         453.228 (meters)    1486.97  (feet)  COMP
 CA0542  MODELED GRAV-     979,293.9   (mgal)                       NAVD 88
 CA0542
 CA0542  VERT ORDER  -  SECOND    CLASS 0
 CA0542
 CA0542.The horizontal coordinates were scaled from a topographic map and have
 CA0542.an estimated accuracy of +/- 6 seconds.
 CA0542
 CA0542.The orthometric height was determined by differential leveling
 CA0542.and adjusted by the National Geodetic Survey in June 1991..
 CA0542
 CA0542.The geoid height was determined by GEOID03.
 CA0542
 CA0542.The dynamic height is computed by dividing the NAVD 88
 CA0542.geopotential number by the normal gravity value computed on the
 CA0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0542.degrees latitude (g = 980.6199 gals.).
 CA0542
 CA0542.The modeled gravity was interpolated from observed gravity values.
 CA0542
 CA0542;                    North         East    Units  Estimated Accuracy
 CA0542;SPC TX C     - 3,180,140.      822,130.      MT  (+/- 180 meters Scaled)
 CA0542
 CA0542                          SUPERSEDED SURVEY CONTROL
 CA0542
 CA0542  NGVD 29 (??/??/92)  453.765  (m)         1488.73   (f) ADJ UNCH    2 0
 CA0542
 CA0542.Superseded values are not recommended for survey control.
 CA0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0542.See file dsdata.txt to determine how the superseded data were derived.
 CA0542
 CA0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV951612(NAD 83)
 CA0542_MARKER: Z = SEE DESCRIPTION
 CA0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0542_SP_SET: RAIL
 CA0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0542
 CA0542  HISTORY     - Date     Condition        Report By
 CA0542  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0542  HISTORY     - 1935     GOOD             NGS
 CA0542
 CA0542                          STATION DESCRIPTION
 CA0542
 CA0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0542'6.6 MI W FROM RICHLAND SPRINGS.
 CA0542'6.6 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 46. 10
 CA0542'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0543 ***********************************************************************
 CA0543  DESIGNATION -  MP 47
 CA0543  PID         -  CA0543
 CA0543  STATE/COUNTY-  TX/SAN SABA
 CA0543  USGS QUAD   -  HALL (1979)
 CA0543
 CA0543                         *CURRENT SURVEY CONTROL
 CA0543  ___________________________________________________________________
 CA0543* NAD 83(1986)-  31 16 45.     (N)    099 04 03.     (W)     SCALED    
 CA0543* NAVD 88     -       458.495  (meters)    1504.25   (feet)  ADJUSTED  
 CA0543  ___________________________________________________________________
 CA0543  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CA0543  DYNAMIC HT  -         457.883 (meters)    1502.24  (feet)  COMP
 CA0543  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 CA0543
 CA0543  VERT ORDER  -  SECOND    CLASS 0
 CA0543
 CA0543.The horizontal coordinates were scaled from a topographic map and have
 CA0543.an estimated accuracy of +/- 6 seconds.
 CA0543
 CA0543.The orthometric height was determined by differential leveling
 CA0543.and adjusted by the National Geodetic Survey in June 1991..
 CA0543
 CA0543.The geoid height was determined by GEOID03.
 CA0543
 CA0543.The dynamic height is computed by dividing the NAVD 88
 CA0543.geopotential number by the normal gravity value computed on the
 CA0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0543.degrees latitude (g = 980.6199 gals.).
 CA0543
 CA0543.The modeled gravity was interpolated from observed gravity values.
 CA0543
 CA0543;                    North         East    Units  Estimated Accuracy
 CA0543;SPC TX C     - 3,179,440.      820,520.      MT  (+/- 180 meters Scaled)
 CA0543
 CA0543                          SUPERSEDED SURVEY CONTROL
 CA0543
 CA0543  NGVD 29 (??/??/92)  458.425  (m)         1504.02   (f) ADJ UNCH    2 0
 CA0543
 CA0543.Superseded values are not recommended for survey control.
 CA0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0543.See file dsdata.txt to determine how the superseded data were derived.
 CA0543
 CA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV935605(NAD 83)
 CA0543_MARKER: Z = SEE DESCRIPTION
 CA0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0543_SP_SET: RAIL
 CA0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0543
 CA0543  HISTORY     - Date     Condition        Report By
 CA0543  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0543  HISTORY     - 1935     GOOD             NGS
 CA0543
 CA0543                          STATION DESCRIPTION
 CA0543
 CA0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0543'7.6 MI W FROM RICHLAND SPRINGS.
 CA0543'7.6 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 47. 10
 CA0543'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0544 ***********************************************************************
 CA0544  DESIGNATION -  MP 48
 CA0544  PID         -  CA0544
 CA0544  STATE/COUNTY-  TX/SAN SABA
 CA0544  USGS QUAD   -  HALL (1979)
 CA0544
 CA0544                         *CURRENT SURVEY CONTROL
 CA0544  ___________________________________________________________________
 CA0544* NAD 83(1986)-  31 16 03.     (N)    099 04 50.     (W)     SCALED    
 CA0544* NAVD 88     -       467.003  (meters)    1532.16   (feet)  ADJUSTED  
 CA0544  ___________________________________________________________________
 CA0544  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CA0544  DYNAMIC HT  -         466.379 (meters)    1530.11  (feet)  COMP
 CA0544  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 CA0544
 CA0544  VERT ORDER  -  SECOND    CLASS 0
 CA0544
 CA0544.The horizontal coordinates were scaled from a topographic map and have
 CA0544.an estimated accuracy of +/- 6 seconds.
 CA0544
 CA0544.The orthometric height was determined by differential leveling
 CA0544.and adjusted by the National Geodetic Survey in June 1991..
 CA0544
 CA0544.The geoid height was determined by GEOID03.
 CA0544
 CA0544.The dynamic height is computed by dividing the NAVD 88
 CA0544.geopotential number by the normal gravity value computed on the
 CA0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0544.degrees latitude (g = 980.6199 gals.).
 CA0544
 CA0544.The modeled gravity was interpolated from observed gravity values.
 CA0544
 CA0544;                    North         East    Units  Estimated Accuracy
 CA0544;SPC TX C     - 3,178,130.      819,300.      MT  (+/- 180 meters Scaled)
 CA0544
 CA0544                          SUPERSEDED SURVEY CONTROL
 CA0544
 CA0544  NGVD 29 (??/??/92)  466.930  (m)         1531.92   (f) ADJ UNCH    2 0
 CA0544
 CA0544.Superseded values are not recommended for survey control.
 CA0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0544.See file dsdata.txt to determine how the superseded data were derived.
 CA0544
 CA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV923592(NAD 83)
 CA0544_MARKER: Z = SEE DESCRIPTION
 CA0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0544_SP_SET: RAIL
 CA0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0544
 CA0544  HISTORY     - Date     Condition        Report By
 CA0544  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0544  HISTORY     - 1935     GOOD             NGS
 CA0544
 CA0544                          STATION DESCRIPTION
 CA0544
 CA0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0544'8.6 MI W FROM RICHLAND SPRINGS.
 CA0544'8.6 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 48. 10
 CA0544'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0546 ***********************************************************************
 CA0546  DESIGNATION -  MP 49
 CA0546  PID         -  CA0546
 CA0546  STATE/COUNTY-  TX/SAN SABA
 CA0546  USGS QUAD   -  HALL (1979)
 CA0546
 CA0546                         *CURRENT SURVEY CONTROL
 CA0546  ___________________________________________________________________
 CA0546* NAD 83(1986)-  31 15 31.     (N)    099 05 39.     (W)     SCALED    
 CA0546* NAVD 88     -       466.639  (meters)    1530.96   (feet)  ADJUSTED  
 CA0546  ___________________________________________________________________
 CA0546  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CA0546  DYNAMIC HT  -         466.014 (meters)    1528.91  (feet)  COMP
 CA0546  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 CA0546
 CA0546  VERT ORDER  -  SECOND    CLASS 0
 CA0546
 CA0546.The horizontal coordinates were scaled from a topographic map and have
 CA0546.an estimated accuracy of +/- 6 seconds.
 CA0546
 CA0546.The orthometric height was determined by differential leveling
 CA0546.and adjusted by the National Geodetic Survey in June 1991..
 CA0546
 CA0546.The geoid height was determined by GEOID03.
 CA0546
 CA0546.The dynamic height is computed by dividing the NAVD 88
 CA0546.geopotential number by the normal gravity value computed on the
 CA0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0546.degrees latitude (g = 980.6199 gals.).
 CA0546
 CA0546.The modeled gravity was interpolated from observed gravity values.
 CA0546
 CA0546;                    North         East    Units  Estimated Accuracy
 CA0546;SPC TX C     - 3,177,130.      818,010.      MT  (+/- 180 meters Scaled)
 CA0546
 CA0546                          SUPERSEDED SURVEY CONTROL
 CA0546
 CA0546  NGVD 29 (??/??/92)  466.566  (m)         1530.73   (f) ADJ UNCH    2 0
 CA0546
 CA0546.Superseded values are not recommended for survey control.
 CA0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0546.See file dsdata.txt to determine how the superseded data were derived.
 CA0546
 CA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV910582(NAD 83)
 CA0546_MARKER: Z = SEE DESCRIPTION
 CA0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0546_SP_SET: RAIL
 CA0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0546
 CA0546  HISTORY     - Date     Condition        Report By
 CA0546  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0546  HISTORY     - 1935     GOOD             NGS
 CA0546
 CA0546                          STATION DESCRIPTION
 CA0546
 CA0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0546'9.6 MI W FROM RICHLAND SPRINGS.
 CA0546'9.6 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 49. 10
 CA0546'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0086 ***********************************************************************
 DQ0086  DESIGNATION -  MP 49
 DQ0086  PID         -  DQ0086
 DQ0086  STATE/COUNTY-  TX/TERRY
 DQ0086  USGS QUAD   -  WELLMAN (1969)
 DQ0086
 DQ0086                         *CURRENT SURVEY CONTROL
 DQ0086  ___________________________________________________________________
 DQ0086* NAD 83(1986)-  33 04 50.     (N)    102 23 24.     (W)     SCALED    
 DQ0086* NAVD 88     -      1017.089  (meters)    3336.90   (feet)  ADJUSTED  
 DQ0086  ___________________________________________________________________
 DQ0086  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DQ0086  DYNAMIC HT  -        1015.735 (meters)    3332.46  (feet)  COMP
 DQ0086  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 DQ0086
 DQ0086  VERT ORDER  -  FIRST     CLASS II
 DQ0086
 DQ0086.The horizontal coordinates were scaled from a topographic map and have
 DQ0086.an estimated accuracy of +/- 6 seconds.
 DQ0086
 DQ0086.The orthometric height was determined by differential leveling
 DQ0086.and adjusted by the National Geodetic Survey in June 1991..
 DQ0086
 DQ0086.The geoid height was determined by GEOID03.
 DQ0086
 DQ0086.The dynamic height is computed by dividing the NAVD 88
 DQ0086.geopotential number by the normal gravity value computed on the
 DQ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0086.degrees latitude (g = 980.6199 gals.).
 DQ0086
 DQ0086.The modeled gravity was interpolated from observed gravity values.
 DQ0086
 DQ0086;                    North         East    Units  Estimated Accuracy
 DQ0086;SPC TXNC     - 2,163,510.      236,930.      MT  (+/- 180 meters Scaled)
 DQ0086
 DQ0086                          SUPERSEDED SURVEY CONTROL
 DQ0086
 DQ0086  NGVD 29 (??/??/92) 1016.748  (m)         3335.78   (f) ADJ UNCH    1 2
 DQ0086
 DQ0086.Superseded values are not recommended for survey control.
 DQ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0086.See file dsdata.txt to determine how the superseded data were derived.
 DQ0086
 DQ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS436632(NAD 83)
 DQ0086_MARKER: B = BOLT
 DQ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0086+STABILITY: SURFACE MOTION
 DQ0086
 DQ0086  HISTORY     - Date     Condition        Report By
 DQ0086  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0086  HISTORY     - 1934     GOOD             NGS
 DQ0086  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0086
 DQ0086                          STATION DESCRIPTION
 DQ0086
 DQ0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0086'3.3 MI NE FROM WELLMAN.
 DQ0086'3.3 MI. N.E. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0086'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0086'RAILROAD, 37 YARDS EAST OF MILE POLE 49, 21 RAIL LENGTHS,
 DQ0086'APPROXIMATELY 230 YARDS SOUTH OF CULVERT NO. 48 A, 74 FEET SOUTHEAST
 DQ0086'OF TRACK, 1 FOOT NORTHWEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN
 DQ0086'TOP OF CONCRETE POST.
 DQ0086
 DQ0086                          STATION RECOVERY (1963)
 DQ0086
 DQ0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0371 ***********************************************************************
 DP0371  DESIGNATION -  MP 5
 DP0371  PID         -  DP0371
 DP0371  STATE/COUNTY-  TX/LUBBOCK
 DP0371  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0371
 DP0371                         *CURRENT SURVEY CONTROL
 DP0371  ___________________________________________________________________
 DP0371* NAD 83(1986)-  33 33 46.     (N)    101 55 28.     (W)     SCALED    
 DP0371* NAVD 88     -       994.292  (meters)    3262.11   (feet)  ADJUSTED  
 DP0371  ___________________________________________________________________
 DP0371  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 DP0371  DYNAMIC HT  -         993.002 (meters)    3257.87  (feet)  COMP
 DP0371  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 DP0371
 DP0371  VERT ORDER  -  FIRST     CLASS II
 DP0371
 DP0371.The horizontal coordinates were scaled from a topographic map and have
 DP0371.an estimated accuracy of +/- 6 seconds.
 DP0371
 DP0371.The orthometric height was determined by differential leveling
 DP0371.and adjusted by the National Geodetic Survey in June 1991..
 DP0371
 DP0371.The geoid height was determined by GEOID03.
 DP0371
 DP0371.The dynamic height is computed by dividing the NAVD 88
 DP0371.geopotential number by the normal gravity value computed on the
 DP0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0371.degrees latitude (g = 980.6199 gals.).
 DP0371
 DP0371.The modeled gravity was interpolated from observed gravity values.
 DP0371
 DP0371;                    North         East    Units  Estimated Accuracy
 DP0371;SPC TXNC     - 2,215,450.      282,110.      MT  (+/- 180 meters Scaled)
 DP0371
 DP0371                          SUPERSEDED SURVEY CONTROL
 DP0371
 DP0371  NGVD 29 (??/??/92)  993.919  (m)         3260.88   (f) ADJ UNCH    1 2
 DP0371
 DP0371.Superseded values are not recommended for survey control.
 DP0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0371.See file dsdata.txt to determine how the superseded data were derived.
 DP0371
 DP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC285175(NAD 83)
 DP0371_MARKER: B = BOLT
 DP0371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DP0371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DP0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0371
 DP0371  HISTORY     - Date     Condition        Report By
 DP0371  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0371  HISTORY     - 1963     MARK NOT FOUND   NGS
 DP0371
 DP0371                          STATION DESCRIPTION
 DP0371
 DP0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0371'6.2 MI SW FROM LUBBOCK.
 DP0371'6.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0371'STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 365 YARDS SOUTHWEST OF A
 DP0371'ROAD CROSSING, ABOUT 35 YARDS EAST OF MILEPOST 5, ABOUT 85 YARDS
 DP0371'NORTHEAST OF A SIGN W, 49 FEET SOUTHEAST OF THE TRACK, AND 1-1/2 FEET
 DP0371'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A TRACK BOLT, SET IN THE TOP OF
 DP0371'AN IRON POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0547 ***********************************************************************
 CA0547  DESIGNATION -  MP 50
 CA0547  PID         -  CA0547
 CA0547  STATE/COUNTY-  TX/MCCULLOCH
 CA0547  USGS QUAD   -  LOST CREEK (1979)
 CA0547
 CA0547                         *CURRENT SURVEY CONTROL
 CA0547  ___________________________________________________________________
 CA0547* NAD 83(1986)-  31 14 56.     (N)    099 06 24.     (W)     SCALED    
 CA0547* NAVD 88     -       471.754  (meters)    1547.75   (feet)  ADJUSTED  
 CA0547  ___________________________________________________________________
 CA0547  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CA0547  DYNAMIC HT  -         471.121 (meters)    1545.67  (feet)  COMP
 CA0547  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 CA0547
 CA0547  VERT ORDER  -  SECOND    CLASS 0
 CA0547
 CA0547.The horizontal coordinates were scaled from a topographic map and have
 CA0547.an estimated accuracy of +/- 6 seconds.
 CA0547
 CA0547.The orthometric height was determined by differential leveling
 CA0547.and adjusted by the National Geodetic Survey in June 1991..
 CA0547
 CA0547.The geoid height was determined by GEOID03.
 CA0547
 CA0547.The dynamic height is computed by dividing the NAVD 88
 CA0547.geopotential number by the normal gravity value computed on the
 CA0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0547.degrees latitude (g = 980.6199 gals.).
 CA0547
 CA0547.The modeled gravity was interpolated from observed gravity values.
 CA0547
 CA0547;                    North         East    Units  Estimated Accuracy
 CA0547;SPC TX C     - 3,176,040.      816,830.      MT  (+/- 180 meters Scaled)
 CA0547
 CA0547                          SUPERSEDED SURVEY CONTROL
 CA0547
 CA0547  NGVD 29 (??/??/92)  471.681  (m)         1547.51   (f) ADJ UNCH    2 0
 CA0547
 CA0547.Superseded values are not recommended for survey control.
 CA0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0547.See file dsdata.txt to determine how the superseded data were derived.
 CA0547
 CA0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV898571(NAD 83)
 CA0547_MARKER: Z = SEE DESCRIPTION
 CA0547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0547_SP_SET: RAIL
 CA0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0547
 CA0547  HISTORY     - Date     Condition        Report By
 CA0547  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0547  HISTORY     - 1935     GOOD             NGS
 CA0547
 CA0547                          STATION DESCRIPTION
 CA0547
 CA0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0547'10.6 MI W FROM RICHLAND SPRINGS.
 CA0547'10.6 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 50.
 CA0547'10 FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0089 ***********************************************************************
 DQ0089  DESIGNATION -  MP 50
 DQ0089  PID         -  DQ0089
 DQ0089  STATE/COUNTY-  TX/TERRY
 DQ0089  USGS QUAD   -  WELLMAN (1969)
 DQ0089
 DQ0089                         *CURRENT SURVEY CONTROL
 DQ0089  ___________________________________________________________________
 DQ0089* NAD 83(1986)-  33 04 13.     (N)    102 24 10.     (W)     SCALED    
 DQ0089* NAVD 88     -      1019.168  (meters)    3343.72   (feet)  ADJUSTED  
 DQ0089  ___________________________________________________________________
 DQ0089  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DQ0089  DYNAMIC HT  -        1017.812 (meters)    3339.27  (feet)  COMP
 DQ0089  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 DQ0089
 DQ0089  VERT ORDER  -  FIRST     CLASS II
 DQ0089
 DQ0089.The horizontal coordinates were scaled from a topographic map and have
 DQ0089.an estimated accuracy of +/- 6 seconds.
 DQ0089
 DQ0089.The orthometric height was determined by differential leveling
 DQ0089.and adjusted by the National Geodetic Survey in June 1991..
 DQ0089
 DQ0089.The geoid height was determined by GEOID03.
 DQ0089
 DQ0089.The dynamic height is computed by dividing the NAVD 88
 DQ0089.geopotential number by the normal gravity value computed on the
 DQ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0089.degrees latitude (g = 980.6199 gals.).
 DQ0089
 DQ0089.The modeled gravity was interpolated from observed gravity values.
 DQ0089
 DQ0089;                    North         East    Units  Estimated Accuracy
 DQ0089;SPC TXNC     - 2,162,410.      235,690.      MT  (+/- 180 meters Scaled)
 DQ0089
 DQ0089                          SUPERSEDED SURVEY CONTROL
 DQ0089
 DQ0089  NGVD 29 (??/??/92) 1018.831  (m)         3342.61   (f) ADJ UNCH    1 2
 DQ0089
 DQ0089.Superseded values are not recommended for survey control.
 DQ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0089.See file dsdata.txt to determine how the superseded data were derived.
 DQ0089
 DQ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS424620(NAD 83)
 DQ0089_MARKER: B = BOLT
 DQ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0089+STABILITY: SURFACE MOTION
 DQ0089
 DQ0089  HISTORY     - Date     Condition        Report By
 DQ0089  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0089  HISTORY     - 1934     GOOD             NGS
 DQ0089  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0089
 DQ0089                          STATION DESCRIPTION
 DQ0089
 DQ0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0089'2.2 MI NE FROM WELLMAN.
 DQ0089'2.2 MI. N.E. ALONG P. AND S.F. R.R. FROM R.R. STATION ON THE LUBBOCK
 DQ0089'AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE RAILWAY AT MILEPOST
 DQ0089'50, 75 FT. WEST OF STATE HWY. NO. 137, 49 FT. EAST OF THE TRACKS, AND
 DQ0089'1 FT. WEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN TOP OF CONCRETE
 DQ0089'POST.
 DQ0089
 DQ0089                          STATION RECOVERY (1963)
 DQ0089
 DQ0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0549 ***********************************************************************
 CA0549  DESIGNATION -  MP 51
 CA0549  PID         -  CA0549
 CA0549  STATE/COUNTY-  TX/MCCULLOCH
 CA0549  USGS QUAD   -  LOST CREEK (1979)
 CA0549
 CA0549                         *CURRENT SURVEY CONTROL
 CA0549  ___________________________________________________________________
 CA0549* NAD 83(1986)-  31 14 17.     (N)    099 07 05.     (W)     SCALED    
 CA0549* NAVD 88     -       477.424  (meters)    1566.35   (feet)  ADJUSTED  
 CA0549  ___________________________________________________________________
 CA0549  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CA0549  DYNAMIC HT  -         476.783 (meters)    1564.25  (feet)  COMP
 CA0549  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 CA0549
 CA0549  VERT ORDER  -  SECOND    CLASS 0
 CA0549
 CA0549.The horizontal coordinates were scaled from a topographic map and have
 CA0549.an estimated accuracy of +/- 6 seconds.
 CA0549
 CA0549.The orthometric height was determined by differential leveling
 CA0549.and adjusted by the National Geodetic Survey in June 1991..
 CA0549
 CA0549.The geoid height was determined by GEOID03.
 CA0549
 CA0549.The dynamic height is computed by dividing the NAVD 88
 CA0549.geopotential number by the normal gravity value computed on the
 CA0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0549.degrees latitude (g = 980.6199 gals.).
 CA0549
 CA0549.The modeled gravity was interpolated from observed gravity values.
 CA0549
 CA0549;                    North         East    Units  Estimated Accuracy
 CA0549;SPC TX C     - 3,174,830.      815,760.      MT  (+/- 180 meters Scaled)
 CA0549
 CA0549                          SUPERSEDED SURVEY CONTROL
 CA0549
 CA0549  NGVD 29 (??/??/92)  477.350  (m)         1566.11   (f) ADJ UNCH    2 0
 CA0549
 CA0549.Superseded values are not recommended for survey control.
 CA0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0549.See file dsdata.txt to determine how the superseded data were derived.
 CA0549
 CA0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV887559(NAD 83)
 CA0549_MARKER: Z = SEE DESCRIPTION
 CA0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0549_SP_SET: RAIL
 CA0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0549
 CA0549  HISTORY     - Date     Condition        Report By
 CA0549  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0549  HISTORY     - 1935     GOOD             NGS
 CA0549
 CA0549                          STATION DESCRIPTION
 CA0549
 CA0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0549'11.6 MI W FROM RICHLAND SPRINGS.
 CA0549'11.6 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 51.
 CA0549'10 FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0090 ***********************************************************************
 DQ0090  DESIGNATION -  MP 51
 DQ0090  PID         -  DQ0090
 DQ0090  STATE/COUNTY-  TX/TERRY
 DQ0090  USGS QUAD   -  WELLMAN (1969)
 DQ0090
 DQ0090                         *CURRENT SURVEY CONTROL
 DQ0090  ___________________________________________________________________
 DQ0090* NAD 83(1986)-  33 03 37.     (N)    102 24 54.     (W)     SCALED    
 DQ0090* NAVD 88     -      1009.407  (meters)    3311.70   (feet)  ADJUSTED  
 DQ0090  ___________________________________________________________________
 DQ0090  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 DQ0090  DYNAMIC HT  -        1008.063 (meters)    3307.29  (feet)  COMP
 DQ0090  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 DQ0090
 DQ0090  VERT ORDER  -  FIRST     CLASS II
 DQ0090
 DQ0090.The horizontal coordinates were scaled from a topographic map and have
 DQ0090.an estimated accuracy of +/- 6 seconds.
 DQ0090
 DQ0090.The orthometric height was determined by differential leveling
 DQ0090.and adjusted by the National Geodetic Survey in June 1991..
 DQ0090
 DQ0090.The geoid height was determined by GEOID03.
 DQ0090
 DQ0090.The dynamic height is computed by dividing the NAVD 88
 DQ0090.geopotential number by the normal gravity value computed on the
 DQ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0090.degrees latitude (g = 980.6199 gals.).
 DQ0090
 DQ0090.The modeled gravity was interpolated from observed gravity values.
 DQ0090
 DQ0090;                    North         East    Units  Estimated Accuracy
 DQ0090;SPC TXNC     - 2,161,350.      234,510.      MT  (+/- 180 meters Scaled)
 DQ0090
 DQ0090                          SUPERSEDED SURVEY CONTROL
 DQ0090
 DQ0090  NGVD 29 (??/??/92) 1009.071  (m)         3310.59   (f) ADJ UNCH    1 2
 DQ0090
 DQ0090.Superseded values are not recommended for survey control.
 DQ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0090.See file dsdata.txt to determine how the superseded data were derived.
 DQ0090
 DQ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS413609(NAD 83)
 DQ0090_MARKER: B = BOLT
 DQ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0090+STABILITY: SURFACE MOTION
 DQ0090
 DQ0090  HISTORY     - Date     Condition        Report By
 DQ0090  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0090  HISTORY     - 1934     GOOD             NGS
 DQ0090  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0090
 DQ0090                          STATION DESCRIPTION
 DQ0090
 DQ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0090'1.2 MI NE FROM WELLMAN.
 DQ0090'1.2 MI. N.E. ALONG P. AND S.F. R.R. FROM R.R. STATION ALONG THE RIGHT
 DQ0090'OF WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA
 DQ0090'FE RAILROAD, AT MILE POST 51, 175 FEET WEST OF STATE HWY. NO. 137, 10
 DQ0090'1/2 RAIL LENGTHS S.W. OF PRIVATE CROSSING, 10 RAIL LENGTHS N.E. OF
 DQ0090'WOODEN TRESTLE MARKED 51-A, 74 FEET EAST OF THE TRACK, AND 1 FOOT WEST
 DQ0090'OF THE RIGHT OF WAY FENCE.  TRACK BOLT SET IN TOP OF CONCRETE POST.
 DQ0090
 DQ0090                          STATION RECOVERY (1963)
 DQ0090
 DQ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0550 ***********************************************************************
 CA0550  DESIGNATION -  MP 52
 CA0550  PID         -  CA0550
 CA0550  STATE/COUNTY-  TX/MCCULLOCH
 CA0550  USGS QUAD   -  ROCHELLE (1979)
 CA0550
 CA0550                         *CURRENT SURVEY CONTROL
 CA0550  ___________________________________________________________________
 CA0550* NAD 83(1986)-  31 13 38.     (N)    099 07 45.     (W)     SCALED    
 CA0550* NAVD 88     -       485.054  (meters)    1591.38   (feet)  ADJUSTED  
 CA0550  ___________________________________________________________________
 CA0550  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CA0550  DYNAMIC HT  -         484.402 (meters)    1589.24  (feet)  COMP
 CA0550  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 CA0550
 CA0550  VERT ORDER  -  SECOND    CLASS 0
 CA0550
 CA0550.The horizontal coordinates were scaled from a topographic map and have
 CA0550.an estimated accuracy of +/- 6 seconds.
 CA0550
 CA0550.The orthometric height was determined by differential leveling
 CA0550.and adjusted by the National Geodetic Survey in June 1991..
 CA0550
 CA0550.The geoid height was determined by GEOID03.
 CA0550
 CA0550.The dynamic height is computed by dividing the NAVD 88
 CA0550.geopotential number by the normal gravity value computed on the
 CA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0550.degrees latitude (g = 980.6199 gals.).
 CA0550
 CA0550.The modeled gravity was interpolated from observed gravity values.
 CA0550
 CA0550;                    North         East    Units  Estimated Accuracy
 CA0550;SPC TX C     - 3,173,620.      814,720.      MT  (+/- 180 meters Scaled)
 CA0550
 CA0550                          SUPERSEDED SURVEY CONTROL
 CA0550
 CA0550  NGVD 29 (??/??/92)  484.979  (m)         1591.14   (f) ADJ UNCH    2 0
 CA0550
 CA0550.Superseded values are not recommended for survey control.
 CA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0550.See file dsdata.txt to determine how the superseded data were derived.
 CA0550
 CA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV876547(NAD 83)
 CA0550_MARKER: Z = SEE DESCRIPTION
 CA0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0550_SP_SET: RAIL
 CA0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0550
 CA0550  HISTORY     - Date     Condition        Report By
 CA0550  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0550  HISTORY     - 1935     GOOD             NGS
 CA0550
 CA0550                          STATION DESCRIPTION
 CA0550
 CA0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0550'12.6 MI W FROM RICHLAND SPRINGS.
 CA0550'12.6 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 52.
 CA0550'10 FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0091 ***********************************************************************
 DQ0091  DESIGNATION -  MP 52
 DQ0091  PID         -  DQ0091
 DQ0091  STATE/COUNTY-  TX/TERRY
 DQ0091  USGS QUAD   -  WELLMAN (1969)
 DQ0091
 DQ0091                         *CURRENT SURVEY CONTROL
 DQ0091  ___________________________________________________________________
 DQ0091* NAD 83(1986)-  33 02 59.     (N)    102 25 40.     (W)     SCALED    
 DQ0091* NAVD 88     -      1020.361  (meters)    3347.63   (feet)  ADJUSTED  
 DQ0091  ___________________________________________________________________
 DQ0091  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 DQ0091  DYNAMIC HT  -        1019.004 (meters)    3343.18  (feet)  COMP
 DQ0091  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 DQ0091
 DQ0091  VERT ORDER  -  FIRST     CLASS II
 DQ0091
 DQ0091.The horizontal coordinates were scaled from a topographic map and have
 DQ0091.an estimated accuracy of +/- 6 seconds.
 DQ0091
 DQ0091.The orthometric height was determined by differential leveling
 DQ0091.and adjusted by the National Geodetic Survey in June 1991..
 DQ0091
 DQ0091.The geoid height was determined by GEOID03.
 DQ0091
 DQ0091.The dynamic height is computed by dividing the NAVD 88
 DQ0091.geopotential number by the normal gravity value computed on the
 DQ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0091.degrees latitude (g = 980.6199 gals.).
 DQ0091
 DQ0091.The modeled gravity was interpolated from observed gravity values.
 DQ0091
 DQ0091;                    North         East    Units  Estimated Accuracy
 DQ0091;SPC TXNC     - 2,160,220.      233,280.      MT  (+/- 180 meters Scaled)
 DQ0091
 DQ0091                          SUPERSEDED SURVEY CONTROL
 DQ0091
 DQ0091  NGVD 29 (??/??/92) 1020.026  (m)         3346.54   (f) ADJ UNCH    1 2
 DQ0091
 DQ0091.Superseded values are not recommended for survey control.
 DQ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0091.See file dsdata.txt to determine how the superseded data were derived.
 DQ0091
 DQ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS401597(NAD 83)
 DQ0091_MARKER: B = BOLT
 DQ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0091+STABILITY: SURFACE MOTION
 DQ0091
 DQ0091  HISTORY     - Date     Condition        Report By
 DQ0091  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0091  HISTORY     - 1934     GOOD             NGS
 DQ0091  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0091
 DQ0091                          STATION DESCRIPTION
 DQ0091
 DQ0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0091'0.2 MI NE FROM WELLMAN.
 DQ0091'0.2 MI. N.E. ALONG P. AND S.F. R.R. FROM R.R. STATION ALONG THE RIGHT
 DQ0091'OF WAY OF THE LUBBOCK AND SAEGRAVES BRANCH OF THE PANHANDLE AND SANTA
 DQ0091'FE RAILROAD, 15 RAIL LENGTHS S.W. OF MILE POST 52, 130 FEET WEST OF
 DQ0091'STATE HWY. 137, 29 RAIL LENGTHS N.E. OF SIGNBOARD MARKED WELLMAN, 16
 DQ0091'RAIL LENGTHS S.W. OF PUBLIC ROAD CROSSING, 95 FEET EAST OF THE TRACK,
 DQ0091'AND 1 FOOT WEST OF THE RIGHT OF WAY FENCE.  TRACK BOLT SET IN TOP OF
 DQ0091'CONCRETE POST.
 DQ0091
 DQ0091                          STATION RECOVERY (1963)
 DQ0091
 DQ0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0552 ***********************************************************************
 CA0552  DESIGNATION -  MP 53
 CA0552  PID         -  CA0552
 CA0552  STATE/COUNTY-  TX/MCCULLOCH
 CA0552  USGS QUAD   -  ROCHELLE (1979)
 CA0552
 CA0552                         *CURRENT SURVEY CONTROL
 CA0552  ___________________________________________________________________
 CA0552* NAD 83(1986)-  31 13 09.     (N)    099 08 33.     (W)     SCALED    
 CA0552* NAVD 88     -       493.048  (meters)    1617.61   (feet)  ADJUSTED  
 CA0552  ___________________________________________________________________
 CA0552  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CA0552  DYNAMIC HT  -         492.384 (meters)    1615.43  (feet)  COMP
 CA0552  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 CA0552
 CA0552  VERT ORDER  -  SECOND    CLASS 0
 CA0552
 CA0552.The horizontal coordinates were scaled from a topographic map and have
 CA0552.an estimated accuracy of +/- 6 seconds.
 CA0552
 CA0552.The orthometric height was determined by differential leveling
 CA0552.and adjusted by the National Geodetic Survey in June 1991..
 CA0552
 CA0552.The geoid height was determined by GEOID03.
 CA0552
 CA0552.The dynamic height is computed by dividing the NAVD 88
 CA0552.geopotential number by the normal gravity value computed on the
 CA0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0552.degrees latitude (g = 980.6199 gals.).
 CA0552
 CA0552.The modeled gravity was interpolated from observed gravity values.
 CA0552
 CA0552;                    North         East    Units  Estimated Accuracy
 CA0552;SPC TX C     - 3,172,710.      813,450.      MT  (+/- 180 meters Scaled)
 CA0552
 CA0552                          SUPERSEDED SURVEY CONTROL
 CA0552
 CA0552  NGVD 29 (??/??/92)  492.972  (m)         1617.36   (f) ADJ UNCH    2 0
 CA0552
 CA0552.Superseded values are not recommended for survey control.
 CA0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0552.See file dsdata.txt to determine how the superseded data were derived.
 CA0552
 CA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV864539(NAD 83)
 CA0552_MARKER: Z = SEE DESCRIPTION
 CA0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0552_SP_SET: RAIL
 CA0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0552
 CA0552  HISTORY     - Date     Condition        Report By
 CA0552  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0552  HISTORY     - 1935     GOOD             NGS
 CA0552
 CA0552                          STATION DESCRIPTION
 CA0552
 CA0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0552'13.0 MI E FROM BRADY.
 CA0552'13.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 53.
 CA0552'10 FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0553 ***********************************************************************
 CA0553  DESIGNATION -  MP 54
 CA0553  PID         -  CA0553
 CA0553  STATE/COUNTY-  TX/MCCULLOCH
 CA0553  USGS QUAD   -  ROCHELLE (1979)
 CA0553
 CA0553                         *CURRENT SURVEY CONTROL
 CA0553  ___________________________________________________________________
 CA0553* NAD 83(1986)-  31 12 44.     (N)    099 09 25.     (W)     SCALED    
 CA0553* NAVD 88     -       503.944  (meters)    1653.36   (feet)  ADJUSTED  
 CA0553  ___________________________________________________________________
 CA0553  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CA0553  DYNAMIC HT  -         503.265 (meters)    1651.13  (feet)  COMP
 CA0553  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 CA0553
 CA0553  VERT ORDER  -  SECOND    CLASS 0
 CA0553
 CA0553.The horizontal coordinates were scaled from a topographic map and have
 CA0553.an estimated accuracy of +/- 6 seconds.
 CA0553
 CA0553.The orthometric height was determined by differential leveling
 CA0553.and adjusted by the National Geodetic Survey in June 1991..
 CA0553
 CA0553.The geoid height was determined by GEOID03.
 CA0553
 CA0553.The dynamic height is computed by dividing the NAVD 88
 CA0553.geopotential number by the normal gravity value computed on the
 CA0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0553.degrees latitude (g = 980.6199 gals.).
 CA0553
 CA0553.The modeled gravity was interpolated from observed gravity values.
 CA0553
 CA0553;                    North         East    Units  Estimated Accuracy
 CA0553;SPC TX C     - 3,171,930.      812,090.      MT  (+/- 180 meters Scaled)
 CA0553
 CA0553                          SUPERSEDED SURVEY CONTROL
 CA0553
 CA0553  NGVD 29 (??/??/92)  503.868  (m)         1653.11   (f) ADJ UNCH    2 0
 CA0553
 CA0553.Superseded values are not recommended for survey control.
 CA0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0553.See file dsdata.txt to determine how the superseded data were derived.
 CA0553
 CA0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV850531(NAD 83)
 CA0553_MARKER: Z = SEE DESCRIPTION
 CA0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0553_SP_SET: RAIL
 CA0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0553
 CA0553  HISTORY     - Date     Condition        Report By
 CA0553  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0553  HISTORY     - 1935     GOOD             NGS
 CA0553
 CA0553                          STATION DESCRIPTION
 CA0553
 CA0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0553'12.0 MI E FROM BRADY.
 CA0553'12.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 54.
 CA0553'10 FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0555 ***********************************************************************
 CA0555  DESIGNATION -  MP 55
 CA0555  PID         -  CA0555
 CA0555  STATE/COUNTY-  TX/MCCULLOCH
 CA0555  USGS QUAD   -  ROCHELLE (1979)
 CA0555
 CA0555                         *CURRENT SURVEY CONTROL
 CA0555  ___________________________________________________________________
 CA0555* NAD 83(1986)-  31 12 28.     (N)    099 10 24.     (W)     SCALED    
 CA0555* NAVD 88     -       504.706  (meters)    1655.86   (feet)  ADJUSTED  
 CA0555  ___________________________________________________________________
 CA0555  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CA0555  DYNAMIC HT  -         504.026 (meters)    1653.63  (feet)  COMP
 CA0555  MODELED GRAV-     979,277.0   (mgal)                       NAVD 88
 CA0555
 CA0555  VERT ORDER  -  SECOND    CLASS 0
 CA0555
 CA0555.The horizontal coordinates were scaled from a topographic map and have
 CA0555.an estimated accuracy of +/- 6 seconds.
 CA0555
 CA0555.The orthometric height was determined by differential leveling
 CA0555.and adjusted by the National Geodetic Survey in June 1991..
 CA0555
 CA0555.The geoid height was determined by GEOID03.
 CA0555
 CA0555.The dynamic height is computed by dividing the NAVD 88
 CA0555.geopotential number by the normal gravity value computed on the
 CA0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0555.degrees latitude (g = 980.6199 gals.).
 CA0555
 CA0555.The modeled gravity was interpolated from observed gravity values.
 CA0555
 CA0555;                    North         East    Units  Estimated Accuracy
 CA0555;SPC TX C     - 3,171,420.      810,530.      MT  (+/- 180 meters Scaled)
 CA0555
 CA0555                          SUPERSEDED SURVEY CONTROL
 CA0555
 CA0555  NGVD 29 (??/??/92)  504.632  (m)         1655.61   (f) ADJ UNCH    2 0
 CA0555
 CA0555.Superseded values are not recommended for survey control.
 CA0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0555.See file dsdata.txt to determine how the superseded data were derived.
 CA0555
 CA0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV834526(NAD 83)
 CA0555_MARKER: Z = SEE DESCRIPTION
 CA0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0555_SP_SET: RAIL
 CA0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0555
 CA0555  HISTORY     - Date     Condition        Report By
 CA0555  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0555  HISTORY     - 1935     GOOD             NGS
 CA0555
 CA0555                          STATION DESCRIPTION
 CA0555
 CA0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0555'11.0 MI E FROM BRADY.
 CA0555'11.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 55.
 CA0555'10 FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0094 ***********************************************************************
 DQ0094  DESIGNATION -  MP 55
 DQ0094  PID         -  DQ0094
 DQ0094  STATE/COUNTY-  TX/TERRY
 DQ0094  USGS QUAD   -  WELLMAN (1969)
 DQ0094
 DQ0094                         *CURRENT SURVEY CONTROL
 DQ0094  ___________________________________________________________________
 DQ0094* NAD 83(1986)-  33 01 15.     (N)    102 27 47.     (W)     SCALED    
 DQ0094* NAVD 88     -      1023.571  (meters)    3358.17   (feet)  ADJUSTED  
 DQ0094  ___________________________________________________________________
 DQ0094  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DQ0094  DYNAMIC HT  -        1022.213 (meters)    3353.71  (feet)  COMP
 DQ0094  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 DQ0094
 DQ0094  VERT ORDER  -  FIRST     CLASS II
 DQ0094
 DQ0094.The horizontal coordinates were scaled from a topographic map and have
 DQ0094.an estimated accuracy of +/- 6 seconds.
 DQ0094
 DQ0094.The orthometric height was determined by differential leveling
 DQ0094.and adjusted by the National Geodetic Survey in June 1991..
 DQ0094
 DQ0094.The geoid height was determined by GEOID03.
 DQ0094
 DQ0094.The dynamic height is computed by dividing the NAVD 88
 DQ0094.geopotential number by the normal gravity value computed on the
 DQ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0094.degrees latitude (g = 980.6199 gals.).
 DQ0094
 DQ0094.The modeled gravity was interpolated from observed gravity values.
 DQ0094
 DQ0094;                    North         East    Units  Estimated Accuracy
 DQ0094;SPC TXNC     - 2,157,150.      229,860.      MT  (+/- 180 meters Scaled)
 DQ0094
 DQ0094                          SUPERSEDED SURVEY CONTROL
 DQ0094
 DQ0094  NGVD 29 (??/??/92) 1023.242  (m)         3357.09   (f) ADJ UNCH    1 2
 DQ0094
 DQ0094.Superseded values are not recommended for survey control.
 DQ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0094.See file dsdata.txt to determine how the superseded data were derived.
 DQ0094
 DQ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS369564(NAD 83)
 DQ0094_MARKER: B = BOLT
 DQ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0094+STABILITY: SURFACE MOTION
 DQ0094
 DQ0094  HISTORY     - Date     Condition        Report By
 DQ0094  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0094  HISTORY     - 1934     GOOD             NGS
 DQ0094  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0094
 DQ0094                          STATION DESCRIPTION
 DQ0094
 DQ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0094'7.9 MI NE FROM SEAGRAVES.
 DQ0094'7.9 MI. N.E. ALONG P. AND S.F. R.R. FROM R.R. STATION ALONG THE RIGHT
 DQ0094'OF WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA
 DQ0094'FE RAILROAD, AT MILE POST 55, 130 FEET EAST OF CENTER LINE OF STATE
 DQ0094'HWY NO. 137 27 RAIL LENGTHS S.W. OF PRIVATE CROSSING, 49 FEET EAST OF
 DQ0094'THE TRACK, AND 1 FOOT WEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN
 DQ0094'TOP OF CONCRETE POST.
 DQ0094
 DQ0094                          STATION RECOVERY (1963)
 DQ0094
 DQ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0558 ***********************************************************************
 CA0558  DESIGNATION -  MP 56
 CA0558  PID         -  CA0558
 CA0558  STATE/COUNTY-  TX/MCCULLOCH
 CA0558  USGS QUAD   -  ROCHELLE (1979)
 CA0558
 CA0558                         *CURRENT SURVEY CONTROL
 CA0558  ___________________________________________________________________
 CA0558* NAD 83(1986)-  31 12 19.     (N)    099 11 23.     (W)     SCALED    
 CA0558* NAVD 88     -       513.592  (meters)    1685.01   (feet)  ADJUSTED  
 CA0558  ___________________________________________________________________
 CA0558  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CA0558  DYNAMIC HT  -         512.900 (meters)    1682.74  (feet)  COMP
 CA0558  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 CA0558
 CA0558  VERT ORDER  -  SECOND    CLASS 0
 CA0558
 CA0558.The horizontal coordinates were scaled from a topographic map and have
 CA0558.an estimated accuracy of +/- 6 seconds.
 CA0558
 CA0558.The orthometric height was determined by differential leveling
 CA0558.and adjusted by the National Geodetic Survey in June 1991..
 CA0558
 CA0558.The geoid height was determined by GEOID03.
 CA0558
 CA0558.The dynamic height is computed by dividing the NAVD 88
 CA0558.geopotential number by the normal gravity value computed on the
 CA0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0558.degrees latitude (g = 980.6199 gals.).
 CA0558
 CA0558.The modeled gravity was interpolated from observed gravity values.
 CA0558
 CA0558;                    North         East    Units  Estimated Accuracy
 CA0558;SPC TX C     - 3,171,120.      808,970.      MT  (+/- 180 meters Scaled)
 CA0558
 CA0558                          SUPERSEDED SURVEY CONTROL
 CA0558
 CA0558  NGVD 29 (??/??/92)  513.517  (m)         1684.76   (f) ADJ UNCH    2 0
 CA0558
 CA0558.Superseded values are not recommended for survey control.
 CA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0558.See file dsdata.txt to determine how the superseded data were derived.
 CA0558
 CA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV819523(NAD 83)
 CA0558_MARKER: Z = SEE DESCRIPTION
 CA0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0558_SP_SET: RAIL
 CA0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0558
 CA0558  HISTORY     - Date     Condition        Report By
 CA0558  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0558  HISTORY     - 1935     GOOD             NGS
 CA0558
 CA0558                          STATION DESCRIPTION
 CA0558
 CA0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0558'10.0 MI E FROM BRADY.
 CA0558'10.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 56.
 CA0558'10 FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0095 ***********************************************************************
 DQ0095  DESIGNATION -  MP 56
 DQ0095  PID         -  DQ0095
 DQ0095  STATE/COUNTY-  TX/TERRY
 DQ0095  USGS QUAD   -  WELLMAN (1969)
 DQ0095
 DQ0095                         *CURRENT SURVEY CONTROL
 DQ0095  ___________________________________________________________________
 DQ0095* NAD 83(1986)-  33 00 37.     (N)    102 28 32.     (W)     SCALED    
 DQ0095* NAVD 88     -      1018.491  (meters)    3341.50   (feet)  ADJUSTED  
 DQ0095  ___________________________________________________________________
 DQ0095  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DQ0095  DYNAMIC HT  -        1017.141 (meters)    3337.07  (feet)  COMP
 DQ0095  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 DQ0095
 DQ0095  VERT ORDER  -  FIRST     CLASS II
 DQ0095
 DQ0095.The horizontal coordinates were scaled from a topographic map and have
 DQ0095.an estimated accuracy of +/- 6 seconds.
 DQ0095
 DQ0095.The orthometric height was determined by differential leveling
 DQ0095.and adjusted by the National Geodetic Survey in June 1991..
 DQ0095
 DQ0095.The geoid height was determined by GEOID03.
 DQ0095
 DQ0095.The dynamic height is computed by dividing the NAVD 88
 DQ0095.geopotential number by the normal gravity value computed on the
 DQ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0095.degrees latitude (g = 980.6199 gals.).
 DQ0095
 DQ0095.The modeled gravity was interpolated from observed gravity values.
 DQ0095
 DQ0095;                    North         East    Units  Estimated Accuracy
 DQ0095;SPC TXNC     - 2,156,020.      228,650.      MT  (+/- 180 meters Scaled)
 DQ0095
 DQ0095                          SUPERSEDED SURVEY CONTROL
 DQ0095
 DQ0095  NGVD 29 (??/??/92) 1018.164  (m)         3340.43   (f) ADJ UNCH    1 2
 DQ0095
 DQ0095.Superseded values are not recommended for survey control.
 DQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0095.See file dsdata.txt to determine how the superseded data were derived.
 DQ0095
 DQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS358552(NAD 83)
 DQ0095_MARKER: B = BOLT
 DQ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0095+STABILITY: SURFACE MOTION
 DQ0095
 DQ0095  HISTORY     - Date     Condition        Report By
 DQ0095  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0095  HISTORY     - 1934     GOOD             NGS
 DQ0095  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0095
 DQ0095                          STATION DESCRIPTION
 DQ0095
 DQ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0095'6.9 MI NE FROM SEAGRAVES.
 DQ0095'6.9 MI. N.E. ALONG P. AND S.F. R.R. FROM R.R. STATION ON THE LUBBOCK
 DQ0095'AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE RAILROAD AT
 DQ0095'MILEPOST 56, 75 YDS. EAST OF STATE HWY NO. 137, 99 FT. EAST OF THE
 DQ0095'TRACKS, AND 1 FT. WEST OF RIGHT OF WAY FENCE.  TRACK BOLT SET IN TOP
 DQ0095'OF CONCRETE POST.
 DQ0095
 DQ0095                          STATION RECOVERY (1963)
 DQ0095
 DQ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0559 ***********************************************************************
 CA0559  DESIGNATION -  MP 57
 CA0559  PID         -  CA0559
 CA0559  STATE/COUNTY-  TX/MCCULLOCH
 CA0559  USGS QUAD   -  ROCHELLE (1979)
 CA0559
 CA0559                         *CURRENT SURVEY CONTROL
 CA0559  ___________________________________________________________________
 CA0559* NAD 83(1986)-  31 11 44.     (N)    099 12 07.     (W)     SCALED    
 CA0559* NAVD 88     -       519.373  (meters)    1703.98   (feet)  ADJUSTED  
 CA0559  ___________________________________________________________________
 CA0559  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CA0559  DYNAMIC HT  -         518.672 (meters)    1701.68  (feet)  COMP
 CA0559  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 CA0559
 CA0559  VERT ORDER  -  SECOND    CLASS 0
 CA0559
 CA0559.The horizontal coordinates were scaled from a topographic map and have
 CA0559.an estimated accuracy of +/- 6 seconds.
 CA0559
 CA0559.The orthometric height was determined by differential leveling
 CA0559.and adjusted by the National Geodetic Survey in June 1991..
 CA0559
 CA0559.The geoid height was determined by GEOID03.
 CA0559
 CA0559.The dynamic height is computed by dividing the NAVD 88
 CA0559.geopotential number by the normal gravity value computed on the
 CA0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0559.degrees latitude (g = 980.6199 gals.).
 CA0559
 CA0559.The modeled gravity was interpolated from observed gravity values.
 CA0559
 CA0559;                    North         East    Units  Estimated Accuracy
 CA0559;SPC TX C     - 3,170,030.      807,820.      MT  (+/- 180 meters Scaled)
 CA0559
 CA0559                          SUPERSEDED SURVEY CONTROL
 CA0559
 CA0559  NGVD 29 (??/??/92)  519.298  (m)         1703.73   (f) ADJ UNCH    2 0
 CA0559
 CA0559.Superseded values are not recommended for survey control.
 CA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0559.See file dsdata.txt to determine how the superseded data were derived.
 CA0559
 CA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV807512(NAD 83)
 CA0559_MARKER: Z = SEE DESCRIPTION
 CA0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0559_SP_SET: RAIL
 CA0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0559
 CA0559  HISTORY     - Date     Condition        Report By
 CA0559  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0559  HISTORY     - 1935     GOOD             NGS
 CA0559
 CA0559                          STATION DESCRIPTION
 CA0559
 CA0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0559'9.0 MI E FROM BRADY.
 CA0559'9.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 57. 10
 CA0559'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0561 ***********************************************************************
 CA0561  DESIGNATION -  MP 58
 CA0561  PID         -  CA0561
 CA0561  STATE/COUNTY-  TX/MCCULLOCH
 CA0561  USGS QUAD   -  ROCHELLE (1979)
 CA0561
 CA0561                         *CURRENT SURVEY CONTROL
 CA0561  ___________________________________________________________________
 CA0561* NAD 83(1986)-  31 11 11.     (N)    099 12 53.     (W)     SCALED    
 CA0561* NAVD 88     -       524.289  (meters)    1720.10   (feet)  ADJUSTED  
 CA0561  ___________________________________________________________________
 CA0561  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CA0561  DYNAMIC HT  -         523.582 (meters)    1717.79  (feet)  COMP
 CA0561  MODELED GRAV-     979,275.2   (mgal)                       NAVD 88
 CA0561
 CA0561  VERT ORDER  -  SECOND    CLASS 0
 CA0561
 CA0561.The horizontal coordinates were scaled from a topographic map and have
 CA0561.an estimated accuracy of +/- 6 seconds.
 CA0561
 CA0561.The orthometric height was determined by differential leveling
 CA0561.and adjusted by the National Geodetic Survey in June 1991..
 CA0561
 CA0561.The geoid height was determined by GEOID03.
 CA0561
 CA0561.The dynamic height is computed by dividing the NAVD 88
 CA0561.geopotential number by the normal gravity value computed on the
 CA0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0561.degrees latitude (g = 980.6199 gals.).
 CA0561
 CA0561.The modeled gravity was interpolated from observed gravity values.
 CA0561
 CA0561;                    North         East    Units  Estimated Accuracy
 CA0561;SPC TX C     - 3,169,010.      806,610.      MT  (+/- 180 meters Scaled)
 CA0561
 CA0561                          SUPERSEDED SURVEY CONTROL
 CA0561
 CA0561  NGVD 29 (??/??/92)  524.214  (m)         1719.86   (f) ADJ UNCH    2 0
 CA0561
 CA0561.Superseded values are not recommended for survey control.
 CA0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0561.See file dsdata.txt to determine how the superseded data were derived.
 CA0561
 CA0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV795502(NAD 83)
 CA0561_MARKER: Z = SEE DESCRIPTION
 CA0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0561_SP_SET: RAIL
 CA0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0561
 CA0561  HISTORY     - Date     Condition        Report By
 CA0561  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0561  HISTORY     - 1935     GOOD             NGS
 CA0561
 CA0561                          STATION DESCRIPTION
 CA0561
 CA0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0561'8.0 MI E FROM BRADY.
 CA0561'8.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 58. 10
 CA0561'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0562 ***********************************************************************
 CA0562  DESIGNATION -  MP 59
 CA0562  PID         -  CA0562
 CA0562  STATE/COUNTY-  TX/MCCULLOCH
 CA0562  USGS QUAD   -  ROCHELLE (1979)
 CA0562
 CA0562                         *CURRENT SURVEY CONTROL
 CA0562  ___________________________________________________________________
 CA0562* NAD 83(1986)-  31 10 45.     (N)    099 13 45.     (W)     SCALED    
 CA0562* NAVD 88     -       514.439  (meters)    1687.79   (feet)  ADJUSTED  
 CA0562  ___________________________________________________________________
 CA0562  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CA0562  DYNAMIC HT  -         513.745 (meters)    1685.51  (feet)  COMP
 CA0562  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 CA0562
 CA0562  VERT ORDER  -  SECOND    CLASS 0
 CA0562
 CA0562.The horizontal coordinates were scaled from a topographic map and have
 CA0562.an estimated accuracy of +/- 6 seconds.
 CA0562
 CA0562.The orthometric height was determined by differential leveling
 CA0562.and adjusted by the National Geodetic Survey in June 1991..
 CA0562
 CA0562.The geoid height was determined by GEOID03.
 CA0562
 CA0562.The dynamic height is computed by dividing the NAVD 88
 CA0562.geopotential number by the normal gravity value computed on the
 CA0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0562.degrees latitude (g = 980.6199 gals.).
 CA0562
 CA0562.The modeled gravity was interpolated from observed gravity values.
 CA0562
 CA0562;                    North         East    Units  Estimated Accuracy
 CA0562;SPC TX C     - 3,168,190.      805,240.      MT  (+/- 180 meters Scaled)
 CA0562
 CA0562                          SUPERSEDED SURVEY CONTROL
 CA0562
 CA0562  NGVD 29 (??/??/92)  514.368  (m)         1687.56   (f) ADJ UNCH    2 0
 CA0562
 CA0562.Superseded values are not recommended for survey control.
 CA0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0562.See file dsdata.txt to determine how the superseded data were derived.
 CA0562
 CA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV781494(NAD 83)
 CA0562_MARKER: Z = SEE DESCRIPTION
 CA0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0562_SP_SET: RAIL
 CA0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0562
 CA0562  HISTORY     - Date     Condition        Report By
 CA0562  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0562  HISTORY     - 1935     GOOD             NGS
 CA0562
 CA0562                          STATION DESCRIPTION
 CA0562
 CA0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0562'7.0 MI E FROM BRADY.
 CA0562'7.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 59. 10
 CA0562'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0176 ***********************************************************************
 CV0176  DESIGNATION -  MP 59
 CV0176  PID         -  CV0176
 CV0176  STATE/COUNTY-  TX/TERRY
 CV0176  USGS QUAD   -  SEAGRAVES (1970)
 CV0176
 CV0176                         *CURRENT SURVEY CONTROL
 CV0176  ___________________________________________________________________
 CV0176* NAD 83(1986)-  32 58 46.     (N)    102 30 50.     (W)     SCALED    
 CV0176* NAVD 88     -      1028.366  (meters)    3373.90   (feet)  ADJUSTED  
 CV0176  ___________________________________________________________________
 CV0176  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 CV0176  DYNAMIC HT  -        1027.005 (meters)    3369.43  (feet)  COMP
 CV0176  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 CV0176
 CV0176  VERT ORDER  -  FIRST     CLASS II
 CV0176
 CV0176.The horizontal coordinates were scaled from a topographic map and have
 CV0176.an estimated accuracy of +/- 6 seconds.
 CV0176
 CV0176.The orthometric height was determined by differential leveling
 CV0176.and adjusted by the National Geodetic Survey in June 1991..
 CV0176
 CV0176.The geoid height was determined by GEOID03.
 CV0176
 CV0176.The dynamic height is computed by dividing the NAVD 88
 CV0176.geopotential number by the normal gravity value computed on the
 CV0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0176.degrees latitude (g = 980.6199 gals.).
 CV0176
 CV0176.The modeled gravity was interpolated from observed gravity values.
 CV0176
 CV0176;                    North         East    Units  Estimated Accuracy
 CV0176;SPC TXNC     - 2,152,740.      224,940.      MT  (+/- 180 meters Scaled)
 CV0176
 CV0176                          SUPERSEDED SURVEY CONTROL
 CV0176
 CV0176  NGVD 29 (??/??/92) 1028.044  (m)         3372.84   (f) ADJ UNCH    1 2
 CV0176
 CV0176.Superseded values are not recommended for survey control.
 CV0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0176.See file dsdata.txt to determine how the superseded data were derived.
 CV0176
 CV0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS323517(NAD 83)
 CV0176_MARKER: B = BOLT
 CV0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0176+STABILITY: SURFACE MOTION
 CV0176
 CV0176  HISTORY     - Date     Condition        Report By
 CV0176  HISTORY     - UNK      MONUMENTED       ATSFRR
 CV0176  HISTORY     - 1934     GOOD             NGS
 CV0176  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0176
 CV0176                          STATION DESCRIPTION
 CV0176
 CV0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0176'3.9 MI NE FROM SEAGRAVES.
 CV0176'3.9 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CV0176'STATION AT SEAGRAVES, GAINES COUNTY, ABOUT 25 RAILS NORTHEAST OF A
 CV0176'PRIVATE-ROAD CROSSING, AT MILEPOST 59, 129 FEET EAST OF THE CENTER
 CV0176'LINE OF STATE HIGHWAY 137, 49 FEET NORTHEAST OF THE TRACK, AND 1 FOOT
 CV0176'WEST OF THE RIGHT-OF-WAY FENCE.  A TRACK BOLT, SET IN THE TOP OF A
 CV0176'CONCRETE POST.
 CV0176
 CV0176                          STATION RECOVERY (1969)
 CV0176
 CV0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0372 ***********************************************************************
 DP0372  DESIGNATION -  MP 6
 DP0372  PID         -  DP0372
 DP0372  STATE/COUNTY-  TX/LUBBOCK
 DP0372  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0372
 DP0372                         *CURRENT SURVEY CONTROL
 DP0372  ___________________________________________________________________
 DP0372* NAD 83(1986)-  33 33 14.     (N)    101 56 18.     (W)     SCALED    
 DP0372* NAVD 88     -       999.952  (meters)    3280.68   (feet)  ADJUSTED  
 DP0372  ___________________________________________________________________
 DP0372  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 DP0372  DYNAMIC HT  -         998.653 (meters)    3276.41  (feet)  COMP
 DP0372  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 DP0372
 DP0372  VERT ORDER  -  FIRST     CLASS II
 DP0372
 DP0372.The horizontal coordinates were scaled from a topographic map and have
 DP0372.an estimated accuracy of +/- 6 seconds.
 DP0372
 DP0372.The orthometric height was determined by differential leveling
 DP0372.and adjusted by the National Geodetic Survey in June 1991..
 DP0372
 DP0372.The geoid height was determined by GEOID03.
 DP0372
 DP0372.The dynamic height is computed by dividing the NAVD 88
 DP0372.geopotential number by the normal gravity value computed on the
 DP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0372.degrees latitude (g = 980.6199 gals.).
 DP0372
 DP0372.The modeled gravity was interpolated from observed gravity values.
 DP0372
 DP0372;                    North         East    Units  Estimated Accuracy
 DP0372;SPC TXNC     - 2,214,500.      280,790.      MT  (+/- 180 meters Scaled)
 DP0372
 DP0372                          SUPERSEDED SURVEY CONTROL
 DP0372
 DP0372  NGVD 29 (??/??/92)  999.578  (m)         3279.45   (f) ADJ UNCH    1 2
 DP0372
 DP0372.Superseded values are not recommended for survey control.
 DP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0372.See file dsdata.txt to determine how the superseded data were derived.
 DP0372
 DP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC271165(NAD 83)
 DP0372_MARKER: B = BOLT
 DP0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0372+STABILITY: SURFACE MOTION
 DP0372
 DP0372  HISTORY     - Date     Condition        Report By
 DP0372  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0372  HISTORY     - 1963     MARK NOT FOUND   NGS
 DP0372
 DP0372                          STATION DESCRIPTION
 DP0372
 DP0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0372'7.2 MI SW FROM LUBBOCK.
 DP0372'7.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0372'STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 40 YARDS EAST OF MILEPOST 6,
 DP0372'98 FEET SOUTHEAST OF THE TRACK, AND 1 FOOT NORTHWEST OF THE
 DP0372'RIGHT-OF-WAY FENCE.  A TRACK BOLT, SET IN THE TOP OF A CONCRETE POST
 DP0372'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0563 ***********************************************************************
 CA0563  DESIGNATION -  MP 60
 CA0563  PID         -  CA0563
 CA0563  STATE/COUNTY-  TX/MCCULLOCH
 CA0563  USGS QUAD   -  ROCHELLE (1979)
 CA0563
 CA0563                         *CURRENT SURVEY CONTROL
 CA0563  ___________________________________________________________________
 CA0563* NAD 83(1986)-  31 10 18.     (N)    099 14 38.     (W)     SCALED    
 CA0563* NAVD 88     -       520.331  (meters)    1707.12   (feet)  ADJUSTED  
 CA0563  ___________________________________________________________________
 CA0563  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CA0563  DYNAMIC HT  -         519.629 (meters)    1704.82  (feet)  COMP
 CA0563  MODELED GRAV-     979,276.7   (mgal)                       NAVD 88
 CA0563
 CA0563  VERT ORDER  -  SECOND    CLASS 0
 CA0563
 CA0563.The horizontal coordinates were scaled from a topographic map and have
 CA0563.an estimated accuracy of +/- 6 seconds.
 CA0563
 CA0563.The orthometric height was determined by differential leveling
 CA0563.and adjusted by the National Geodetic Survey in June 1991..
 CA0563
 CA0563.The geoid height was determined by GEOID03.
 CA0563
 CA0563.The dynamic height is computed by dividing the NAVD 88
 CA0563.geopotential number by the normal gravity value computed on the
 CA0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0563.degrees latitude (g = 980.6199 gals.).
 CA0563
 CA0563.The modeled gravity was interpolated from observed gravity values.
 CA0563
 CA0563;                    North         East    Units  Estimated Accuracy
 CA0563;SPC TX C     - 3,167,350.      803,850.      MT  (+/- 180 meters Scaled)
 CA0563
 CA0563                          SUPERSEDED SURVEY CONTROL
 CA0563
 CA0563  NGVD 29 (??/??/92)  520.259  (m)         1706.88   (f) ADJ UNCH    2 0
 CA0563
 CA0563.Superseded values are not recommended for survey control.
 CA0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0563.See file dsdata.txt to determine how the superseded data were derived.
 CA0563
 CA0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV767486(NAD 83)
 CA0563_MARKER: Z = SEE DESCRIPTION
 CA0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0563_SP_SET: RAIL
 CA0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0563
 CA0563  HISTORY     - Date     Condition        Report By
 CA0563  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0563  HISTORY     - 1935     GOOD             NGS
 CA0563
 CA0563                          STATION DESCRIPTION
 CA0563
 CA0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0563'6.0 MI E FROM BRADY.
 CA0563'6.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 60. 10
 CA0563'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0178 ***********************************************************************
 CV0178  DESIGNATION -  MP 60
 CV0178  PID         -  CV0178
 CV0178  STATE/COUNTY-  TX/TERRY
 CV0178  USGS QUAD   -  SEAGRAVES (1970)
 CV0178
 CV0178                         *CURRENT SURVEY CONTROL
 CV0178  ___________________________________________________________________
 CV0178* NAD 83(1986)-  32 58 09.     (N)    102 31 32.     (W)     SCALED    
 CV0178* NAVD 88     -      1028.652  (meters)    3374.84   (feet)  ADJUSTED  
 CV0178  ___________________________________________________________________
 CV0178  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 CV0178  DYNAMIC HT  -        1027.292 (meters)    3370.37  (feet)  COMP
 CV0178  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 CV0178
 CV0178  VERT ORDER  -  FIRST     CLASS II
 CV0178
 CV0178.The horizontal coordinates were scaled from a topographic map and have
 CV0178.an estimated accuracy of +/- 6 seconds.
 CV0178
 CV0178.The orthometric height was determined by differential leveling
 CV0178.and adjusted by the National Geodetic Survey in June 1991..
 CV0178
 CV0178.The geoid height was determined by GEOID03.
 CV0178
 CV0178.The dynamic height is computed by dividing the NAVD 88
 CV0178.geopotential number by the normal gravity value computed on the
 CV0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0178.degrees latitude (g = 980.6199 gals.).
 CV0178
 CV0178.The modeled gravity was interpolated from observed gravity values.
 CV0178
 CV0178;                    North         East    Units  Estimated Accuracy
 CV0178;SPC TXNC     - 2,151,640.      223,810.      MT  (+/- 180 meters Scaled)
 CV0178
 CV0178                          SUPERSEDED SURVEY CONTROL
 CV0178
 CV0178  NGVD 29 (??/??/92) 1028.333  (m)         3373.79   (f) ADJ UNCH    1 2
 CV0178
 CV0178.Superseded values are not recommended for survey control.
 CV0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0178.See file dsdata.txt to determine how the superseded data were derived.
 CV0178
 CV0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS312505(NAD 83)
 CV0178_MARKER: B = BOLT
 CV0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0178+STABILITY: SURFACE MOTION
 CV0178
 CV0178  HISTORY     - Date     Condition        Report By
 CV0178  HISTORY     - UNK      MONUMENTED       ATSFRR
 CV0178  HISTORY     - 1963     MARK NOT FOUND   NGS
 CV0178  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0178
 CV0178                          STATION DESCRIPTION
 CV0178
 CV0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CV0178'2.9 MI NE FROM SEAGRAVES.
 CV0178'2.9 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CV0178'STATION AT SEAGRAVES, GAINES COUNTY, AT MILEPOST 60, ABOUT 7 RAILS
 CV0178'NORTHEAST OF A PUBLIC-ROAD CROSSING, ABOUT 154 FEET SOUTHEAST OF THE
 CV0178'NEW HIGHWAY, 74 FEET SOUTHEAST OF THE TRACK, ABOUT 30 FEET NORTHWEST
 CV0178'OF THE CENTER LINE OF THE HIGHWAY, AND AT THE RIGHT-OF-WAY FENCE LINE.
 CV0178'A TRACK BOLT, SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 CV0178'GROUND.
 CV0178
 CV0178                          STATION RECOVERY (1969)
 CV0178
 CV0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0564 ***********************************************************************
 CA0564  DESIGNATION -  MP 61
 CA0564  PID         -  CA0564
 CA0564  STATE/COUNTY-  TX/MCCULLOCH
 CA0564  USGS QUAD   -  BRADY NORTH (1987)
 CA0564
 CA0564                         *CURRENT SURVEY CONTROL
 CA0564  ___________________________________________________________________
 CA0564* NAD 83(1986)-  31 09 50.     (N)    099 15 33.     (W)     SCALED    
 CA0564* NAVD 88     -       527.213  (meters)    1729.70   (feet)  ADJUSTED  
 CA0564  ___________________________________________________________________
 CA0564  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CA0564  DYNAMIC HT  -         526.503 (meters)    1727.37  (feet)  COMP
 CA0564  MODELED GRAV-     979,277.6   (mgal)                       NAVD 88
 CA0564
 CA0564  VERT ORDER  -  SECOND    CLASS 0
 CA0564
 CA0564.The horizontal coordinates were scaled from a topographic map and have
 CA0564.an estimated accuracy of +/- 6 seconds.
 CA0564
 CA0564.The orthometric height was determined by differential leveling
 CA0564.and adjusted by the National Geodetic Survey in June 1991..
 CA0564
 CA0564.The geoid height was determined by GEOID03.
 CA0564
 CA0564.The dynamic height is computed by dividing the NAVD 88
 CA0564.geopotential number by the normal gravity value computed on the
 CA0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0564.degrees latitude (g = 980.6199 gals.).
 CA0564
 CA0564.The modeled gravity was interpolated from observed gravity values.
 CA0564
 CA0564;                    North         East    Units  Estimated Accuracy
 CA0564;SPC TX C     - 3,166,470.      802,400.      MT  (+/- 180 meters Scaled)
 CA0564
 CA0564                          SUPERSEDED SURVEY CONTROL
 CA0564
 CA0564  NGVD 29 (??/??/92)  527.141  (m)         1729.46   (f) ADJ UNCH    2 0
 CA0564
 CA0564.Superseded values are not recommended for survey control.
 CA0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0564.See file dsdata.txt to determine how the superseded data were derived.
 CA0564
 CA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV753477(NAD 83)
 CA0564_MARKER: Z = SEE DESCRIPTION
 CA0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0564_SP_SET: RAIL
 CA0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0564
 CA0564  HISTORY     - Date     Condition        Report By
 CA0564  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0564  HISTORY     - 1935     GOOD             NGS
 CA0564
 CA0564                          STATION DESCRIPTION
 CA0564
 CA0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0564'5.0 MI E FROM BRADY.
 CA0564'5.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 61. 10
 CA0564'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0565 ***********************************************************************
 CA0565  DESIGNATION -  MP 62
 CA0565  PID         -  CA0565
 CA0565  STATE/COUNTY-  TX/MCCULLOCH
 CA0565  USGS QUAD   -  BRADY NORTH (1987)
 CA0565
 CA0565                         *CURRENT SURVEY CONTROL
 CA0565  ___________________________________________________________________
 CA0565* NAD 83(1986)-  31 09 25.     (N)    099 16 22.     (W)     SCALED    
 CA0565* NAVD 88     -       525.181  (meters)    1723.03   (feet)  ADJUSTED  
 CA0565  ___________________________________________________________________
 CA0565  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CA0565  DYNAMIC HT  -         524.475 (meters)    1720.72  (feet)  COMP
 CA0565  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 CA0565
 CA0565  VERT ORDER  -  SECOND    CLASS 0
 CA0565
 CA0565.The horizontal coordinates were scaled from a topographic map and have
 CA0565.an estimated accuracy of +/- 6 seconds.
 CA0565
 CA0565.The orthometric height was determined by differential leveling
 CA0565.and adjusted by the National Geodetic Survey in June 1991..
 CA0565
 CA0565.The geoid height was determined by GEOID03.
 CA0565
 CA0565.The dynamic height is computed by dividing the NAVD 88
 CA0565.geopotential number by the normal gravity value computed on the
 CA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0565.degrees latitude (g = 980.6199 gals.).
 CA0565
 CA0565.The modeled gravity was interpolated from observed gravity values.
 CA0565
 CA0565;                    North         East    Units  Estimated Accuracy
 CA0565;SPC TX C     - 3,165,690.      801,110.      MT  (+/- 180 meters Scaled)
 CA0565
 CA0565                          SUPERSEDED SURVEY CONTROL
 CA0565
 CA0565  NGVD 29 (??/??/92)  525.112  (m)         1722.81   (f) ADJ UNCH    2 0
 CA0565
 CA0565.Superseded values are not recommended for survey control.
 CA0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0565.See file dsdata.txt to determine how the superseded data were derived.
 CA0565
 CA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV740470(NAD 83)
 CA0565_MARKER: Z = SEE DESCRIPTION
 CA0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0565_SP_SET: RAIL
 CA0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0565
 CA0565  HISTORY     - Date     Condition        Report By
 CA0565  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0565  HISTORY     - 1935     GOOD             NGS
 CA0565
 CA0565                          STATION DESCRIPTION
 CA0565
 CA0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0565'4.0 MI E FROM BRADY.
 CA0565'4.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 62. 10
 CA0565'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0566 ***********************************************************************
 CA0566  DESIGNATION -  MP 63
 CA0566  PID         -  CA0566
 CA0566  STATE/COUNTY-  TX/MCCULLOCH
 CA0566  USGS QUAD   -  BRADY NORTH (1987)
 CA0566
 CA0566                         *CURRENT SURVEY CONTROL
 CA0566  ___________________________________________________________________
 CA0566* NAD 83(1986)-  31 08 58.     (N)    099 17 14.     (W)     SCALED    
 CA0566* NAVD 88     -       530.184  (meters)    1739.45   (feet)  ADJUSTED  
 CA0566  ___________________________________________________________________
 CA0566  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CA0566  DYNAMIC HT  -         529.471 (meters)    1737.11  (feet)  COMP
 CA0566  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 CA0566
 CA0566  VERT ORDER  -  SECOND    CLASS 0
 CA0566
 CA0566.The horizontal coordinates were scaled from a topographic map and have
 CA0566.an estimated accuracy of +/- 6 seconds.
 CA0566
 CA0566.The orthometric height was determined by differential leveling
 CA0566.and adjusted by the National Geodetic Survey in June 1991..
 CA0566
 CA0566.The geoid height was determined by GEOID03.
 CA0566
 CA0566.The dynamic height is computed by dividing the NAVD 88
 CA0566.geopotential number by the normal gravity value computed on the
 CA0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0566.degrees latitude (g = 980.6199 gals.).
 CA0566
 CA0566.The modeled gravity was interpolated from observed gravity values.
 CA0566
 CA0566;                    North         East    Units  Estimated Accuracy
 CA0566;SPC TX C     - 3,164,840.      799,740.      MT  (+/- 180 meters Scaled)
 CA0566
 CA0566                          SUPERSEDED SURVEY CONTROL
 CA0566
 CA0566  NGVD 29 (??/??/92)  530.114  (m)         1739.22   (f) ADJ UNCH    2 0
 CA0566
 CA0566.Superseded values are not recommended for survey control.
 CA0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0566.See file dsdata.txt to determine how the superseded data were derived.
 CA0566
 CA0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV726462(NAD 83)
 CA0566_MARKER: Z = SEE DESCRIPTION
 CA0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0566_SP_SET: RAIL
 CA0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0566
 CA0566  HISTORY     - Date     Condition        Report By
 CA0566  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0566  HISTORY     - 1935     GOOD             NGS
 CA0566
 CA0566                          STATION DESCRIPTION
 CA0566
 CA0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0566'3.0 MI E FROM BRADY.
 CA0566'3.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 63. 10
 CA0566'FEET NORTH OF CENTER OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0567 ***********************************************************************
 CA0567  DESIGNATION -  MP 64
 CA0567  PID         -  CA0567
 CA0567  STATE/COUNTY-  TX/MCCULLOCH
 CA0567  USGS QUAD   -  BRADY NORTH (1987)
 CA0567
 CA0567                         *CURRENT SURVEY CONTROL
 CA0567  ___________________________________________________________________
 CA0567* NAD 83(1986)-  31 08 35.     (N)    099 18 08.     (W)     SCALED    
 CA0567* NAVD 88     -       530.514  (meters)    1740.53   (feet)  ADJUSTED  
 CA0567  ___________________________________________________________________
 CA0567  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CA0567  DYNAMIC HT  -         529.802 (meters)    1738.19  (feet)  COMP
 CA0567  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 CA0567
 CA0567  VERT ORDER  -  SECOND    CLASS 0
 CA0567
 CA0567.The horizontal coordinates were scaled from a topographic map and have
 CA0567.an estimated accuracy of +/- 6 seconds.
 CA0567
 CA0567.The orthometric height was determined by differential leveling
 CA0567.and adjusted by the National Geodetic Survey in June 1991..
 CA0567
 CA0567.The geoid height was determined by GEOID03.
 CA0567
 CA0567.The dynamic height is computed by dividing the NAVD 88
 CA0567.geopotential number by the normal gravity value computed on the
 CA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0567.degrees latitude (g = 980.6199 gals.).
 CA0567
 CA0567.The modeled gravity was interpolated from observed gravity values.
 CA0567
 CA0567;                    North         East    Units  Estimated Accuracy
 CA0567;SPC TX C     - 3,164,120.      798,320.      MT  (+/- 180 meters Scaled)
 CA0567
 CA0567                          SUPERSEDED SURVEY CONTROL
 CA0567
 CA0567  NGVD 29 (??/??/92)  530.444  (m)         1740.30   (f) ADJ UNCH    2 0
 CA0567
 CA0567.Superseded values are not recommended for survey control.
 CA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0567.See file dsdata.txt to determine how the superseded data were derived.
 CA0567
 CA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV711454(NAD 83)
 CA0567_MARKER: Z = SEE DESCRIPTION
 CA0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0567_SP_SET: RAIL
 CA0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0567
 CA0567  HISTORY     - Date     Condition        Report By
 CA0567  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0567  HISTORY     - 1935     GOOD             NGS
 CA0567  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CA0567
 CA0567                          STATION DESCRIPTION
 CA0567
 CA0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0567'2.0 MI E FROM BRADY.
 CA0567'2.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 64. 10
 CA0567'FEET NORTH OF CENTER OF THE TRACK.
 CA0567
 CA0567                          STATION RECOVERY (1999)
 CA0567
 CA0567'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0569 ***********************************************************************
 CA0569  DESIGNATION -  MP 65
 CA0569  PID         -  CA0569
 CA0569  STATE/COUNTY-  TX/MCCULLOCH
 CA0569  USGS QUAD   -  BRADY NORTH (1987)
 CA0569
 CA0569                         *CURRENT SURVEY CONTROL
 CA0569  ___________________________________________________________________
 CA0569* NAD 83(1986)-  31 08 24.     (N)    099 19 08.     (W)     SCALED    
 CA0569* NAVD 88     -       520.547  (meters)    1707.83   (feet)  ADJUSTED  
 CA0569  ___________________________________________________________________
 CA0569  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CA0569  DYNAMIC HT  -         519.849 (meters)    1705.54  (feet)  COMP
 CA0569  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 CA0569
 CA0569  VERT ORDER  -  SECOND    CLASS 0
 CA0569
 CA0569.The horizontal coordinates were scaled from a topographic map and have
 CA0569.an estimated accuracy of +/- 6 seconds.
 CA0569
 CA0569.The orthometric height was determined by differential leveling
 CA0569.and adjusted by the National Geodetic Survey in June 1991..
 CA0569
 CA0569.The geoid height was determined by GEOID03.
 CA0569
 CA0569.The dynamic height is computed by dividing the NAVD 88
 CA0569.geopotential number by the normal gravity value computed on the
 CA0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0569.degrees latitude (g = 980.6199 gals.).
 CA0569
 CA0569.The modeled gravity was interpolated from observed gravity values.
 CA0569
 CA0569;                    North         East    Units  Estimated Accuracy
 CA0569;SPC TX C     - 3,163,770.      796,730.      MT  (+/- 180 meters Scaled)
 CA0569
 CA0569                          SUPERSEDED SURVEY CONTROL
 CA0569
 CA0569  NGVD 29 (??/??/92)  520.479  (m)         1707.60   (f) ADJ UNCH    2 0
 CA0569
 CA0569.Superseded values are not recommended for survey control.
 CA0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0569.See file dsdata.txt to determine how the superseded data were derived.
 CA0569
 CA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV696451(NAD 83)
 CA0569_MARKER: Z = SEE DESCRIPTION
 CA0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0569_SP_SET: RAIL
 CA0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0569
 CA0569  HISTORY     - Date     Condition        Report By
 CA0569  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0569  HISTORY     - 1935     GOOD             NGS
 CA0569  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CA0569
 CA0569                          STATION DESCRIPTION
 CA0569
 CA0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0569'1.0 MI E FROM BRADY.
 CA0569'1.0 MILE EAST OF AND ALONG THE G.C. AND S.F. R.R. AT MILE POST 65. 10
 CA0569'FEET NORTH OF CENTER OF THE TRACK.
 CA0569
 CA0569                          STATION RECOVERY (1999)
 CA0569
 CA0569'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0859 ***********************************************************************
 DN0859  DESIGNATION -  MP 69 RRBM
 DN0859  PID         -  DN0859
 DN0859  STATE/COUNTY-  TX/MONTAGUE
 DN0859  USGS QUAD   -  BOWIE (1978)
 DN0859
 DN0859                         *CURRENT SURVEY CONTROL
 DN0859  ___________________________________________________________________
 DN0859* NAD 83(1986)-  33 33 43.     (N)    097 51 31.     (W)     SCALED    
 DN0859* NAVD 88     -       334.175  (meters)    1096.37   (feet)  POSTED    
 DN0859  ___________________________________________________________________
 DN0859  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN0859  DYNAMIC HT  -         333.810 (meters)    1095.17  (feet)  COMP
 DN0859  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 DN0859
 DN0859  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DN0859
 DN0859.The horizontal coordinates were scaled from a topographic map and have
 DN0859.an estimated accuracy of +/- 6 seconds.
 DN0859
 DN0859.The orthometric height was determined by differential leveling
 DN0859.and adjusted by the National Geodetic Survey in 1992..
 DN0859.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DN0859.rate of 4.1 thru 8.0 mm/km.
 DN0859
 DN0859.The geoid height was determined by GEOID03.
 DN0859
 DN0859.The dynamic height is computed by dividing the NAVD 88
 DN0859.geopotential number by the normal gravity value computed on the
 DN0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0859.degrees latitude (g = 980.6199 gals.).
 DN0859
 DN0859.The modeled gravity was interpolated from observed gravity values.
 DN0859
 DN0859;                    North         East    Units  Estimated Accuracy
 DN0859;SPC TXNC     - 2,210,350.      659,550.      MT  (+/- 180 meters Scaled)
 DN0859
 DN0859                          SUPERSEDED SURVEY CONTROL
 DN0859
 DN0859  NGVD 29 (??/??/92)  334.072  (m)         1096.03   (f) ADJ UNCH    1 2
 DN0859
 DN0859.Superseded values are not recommended for survey control.
 DN0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0859.See file dsdata.txt to determine how the superseded data were derived.
 DN0859
 DN0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC059141(NAD 83)
 DN0859_MARKER: Z = SEE DESCRIPTION
 DN0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0859_SP_SET: MILEPOST
 DN0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0859
 DN0859  HISTORY     - Date     Condition        Report By
 DN0859  HISTORY     - UNK      MONUMENTED       BNRR
 DN0859  HISTORY     - 1950     GOOD             NGS
 DN0859  HISTORY     - 19961130 GOOD             USPSQD
 DN0859
 DN0859                          STATION DESCRIPTION
 DN0859
 DN0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0859'0.6 MI NW FROM BOWIE.
 DN0859'0.6 MILE NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DN0859'BOWIE, MONTAGUE COUNTY, AND ON THE TOP OF MILEPOST 69.  THE TOP OF THE
 DN0859'MILEPOST.
 DN0859
 DN0859                          STATION RECOVERY (1996)
 DN0859
 DN0859'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0374 ***********************************************************************
 DP0374  DESIGNATION -  MP 7
 DP0374  PID         -  DP0374
 DP0374  STATE/COUNTY-  TX/LUBBOCK
 DP0374  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0374
 DP0374                         *CURRENT SURVEY CONTROL
 DP0374  ___________________________________________________________________
 DP0374* NAD 83(1986)-  33 32 44.     (N)    101 57 10.     (W)     SCALED    
 DP0374* NAVD 88     -       996.150  (meters)    3268.20   (feet)  ADJUSTED  
 DP0374  ___________________________________________________________________
 DP0374  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 DP0374  DYNAMIC HT  -         994.855 (meters)    3263.95  (feet)  COMP
 DP0374  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 DP0374
 DP0374  VERT ORDER  -  FIRST     CLASS II
 DP0374
 DP0374.The horizontal coordinates were scaled from a topographic map and have
 DP0374.an estimated accuracy of +/- 6 seconds.
 DP0374
 DP0374.The orthometric height was determined by differential leveling
 DP0374.and adjusted by the National Geodetic Survey in June 1991..
 DP0374
 DP0374.The geoid height was determined by GEOID03.
 DP0374
 DP0374.The dynamic height is computed by dividing the NAVD 88
 DP0374.geopotential number by the normal gravity value computed on the
 DP0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0374.degrees latitude (g = 980.6199 gals.).
 DP0374
 DP0374.The modeled gravity was interpolated from observed gravity values.
 DP0374
 DP0374;                    North         East    Units  Estimated Accuracy
 DP0374;SPC TXNC     - 2,213,620.      279,410.      MT  (+/- 180 meters Scaled)
 DP0374
 DP0374                          SUPERSEDED SURVEY CONTROL
 DP0374
 DP0374  NGVD 29 (??/??/92)  995.777  (m)         3266.98   (f) ADJ UNCH    1 2
 DP0374
 DP0374.Superseded values are not recommended for survey control.
 DP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0374.See file dsdata.txt to determine how the superseded data were derived.
 DP0374
 DP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC258156(NAD 83)
 DP0374_MARKER: B = BOLT
 DP0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0374+STABILITY: SURFACE MOTION
 DP0374
 DP0374  HISTORY     - Date     Condition        Report By
 DP0374  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0374  HISTORY     - 1933     GOOD             NGS
 DP0374
 DP0374                          STATION DESCRIPTION
 DP0374
 DP0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DP0374'8.2 MI SW FROM LUBBOCK.
 DP0374'8.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0374'STATION AT LUBBOCK, ABOUT 36 RAILS SOUTHWEST OF WOODEN TRESTLE 6 A,
 DP0374'ABOUT 30 YARDS SOUTHEAST OF MILEPOST 7, ABOUT 19-1/2 RAILS NORTHEAST
 DP0374'OF THE SIGN RAILROAD JUNCTION 2600 FEET, ABOUT 18 RAILS NORTHEAST OF
 DP0374'THE SIGN YARD LIMIT, 49 FEET SOUTHEAST OF THE TRACK, AND 1 FOOT
 DP0374'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A TRACK BOLT, SET IN THE TOP OF
 DP0374'A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0858 ***********************************************************************
 DN0858  DESIGNATION -  MP 70 RRBM
 DN0858  PID         -  DN0858
 DN0858  STATE/COUNTY-  TX/MONTAGUE
 DN0858  USGS QUAD   -  BOWIE (1978)
 DN0858
 DN0858                         *CURRENT SURVEY CONTROL
 DN0858  ___________________________________________________________________
 DN0858* NAD 83(1986)-  33 34 12.     (N)    097 52 23.     (W)     SCALED    
 DN0858* NAVD 88     -       321.428  (meters)    1054.55   (feet)  POSTED    
 DN0858  ___________________________________________________________________
 DN0858  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DN0858  DYNAMIC HT  -         321.070 (meters)    1053.38  (feet)  COMP
 DN0858  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 DN0858
 DN0858  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DN0858
 DN0858.The horizontal coordinates were scaled from a topographic map and have
 DN0858.an estimated accuracy of +/- 6 seconds.
 DN0858
 DN0858.The orthometric height was determined by differential leveling
 DN0858.and adjusted by the National Geodetic Survey in 1992..
 DN0858.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DN0858.rate of 4.1 thru 8.0 mm/km.
 DN0858
 DN0858.The geoid height was determined by GEOID03.
 DN0858
 DN0858.The dynamic height is computed by dividing the NAVD 88
 DN0858.geopotential number by the normal gravity value computed on the
 DN0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0858.degrees latitude (g = 980.6199 gals.).
 DN0858
 DN0858.The modeled gravity was interpolated from observed gravity values.
 DN0858
 DN0858;                    North         East    Units  Estimated Accuracy
 DN0858;SPC TXNC     - 2,211,240.      658,210.      MT  (+/- 180 meters Scaled)
 DN0858
 DN0858                          SUPERSEDED SURVEY CONTROL
 DN0858
 DN0858  NGVD 29 (??/??/92)  321.334  (m)         1054.24   (f) ADJ UNCH    1 2
 DN0858
 DN0858.Superseded values are not recommended for survey control.
 DN0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0858.See file dsdata.txt to determine how the superseded data were derived.
 DN0858
 DN0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC045150(NAD 83)
 DN0858_MARKER: Z = SEE DESCRIPTION
 DN0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0858_SP_SET: MILEPOST
 DN0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0858
 DN0858  HISTORY     - Date     Condition        Report By
 DN0858  HISTORY     - UNK      MONUMENTED       BNRR
 DN0858  HISTORY     - 1950     GOOD             NGS
 DN0858  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN0858
 DN0858                          STATION DESCRIPTION
 DN0858
 DN0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0858'1.6 MI NW FROM BOWIE.
 DN0858'1.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DN0858'BOWIE, MONTAGUE COUNTY, AND ON THE TOP OF MILEPOST 70.  THE TOP OF THE
 DN0858'MILEPOST.
 DN0858
 DN0858                          STATION RECOVERY (1996)
 DN0858
 DN0858'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0570 ***********************************************************************
 CA0570  DESIGNATION -  MP 77 5015
 CA0570  PID         -  CA0570
 CA0570  STATE/COUNTY-  TX/MCCULLOCH
 CA0570  USGS QUAD   -  MELVIN (1960)
 CA0570
 CA0570                         *CURRENT SURVEY CONTROL
 CA0570  ___________________________________________________________________
 CA0570* NAD 83(1986)-  31 10 08.     (N)    099 31 38.     (W)     SCALED    
 CA0570* NAVD 88     -       545.173  (meters)    1788.62   (feet)  POSTED    
 CA0570  ___________________________________________________________________
 CA0570  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CA0570  DYNAMIC HT  -         544.440 (meters)    1786.22  (feet)  COMP
 CA0570  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 CA0570
 CA0570  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0570
 CA0570.The horizontal coordinates were scaled from a topographic map and have
 CA0570.an estimated accuracy of +/- 6 seconds.
 CA0570
 CA0570.The orthometric height was determined by differential leveling
 CA0570.and adjusted by the National Geodetic Survey in 1992..
 CA0570.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0570.rate of 0.0 thru 1.0 mm/km.
 CA0570
 CA0570.The geoid height was determined by GEOID03.
 CA0570
 CA0570.The dynamic height is computed by dividing the NAVD 88
 CA0570.geopotential number by the normal gravity value computed on the
 CA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0570.degrees latitude (g = 980.6199 gals.).
 CA0570
 CA0570.The modeled gravity was interpolated from observed gravity values.
 CA0570
 CA0570;                    North         East    Units  Estimated Accuracy
 CA0570;SPC TX C     - 3,166,810.      776,840.      MT  (+/- 180 meters Scaled)
 CA0570
 CA0570                          SUPERSEDED SURVEY CONTROL
 CA0570
 CA0570  NGVD 29 (??/??/92)  545.10   (m)         1788.4    (f) COMPUTED    1 2
 CA0570
 CA0570.Superseded values are not recommended for survey control.
 CA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0570.See file dsdata.txt to determine how the superseded data were derived.
 CA0570
 CA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV497484(NAD 83)
 CA0570_MARKER: Z = SEE DESCRIPTION
 CA0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0570_SP_SET: RAIL
 CA0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0570
 CA0570  HISTORY     - Date     Condition        Report By
 CA0570  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0570  HISTORY     - 1933     GOOD             NGS
 CA0570  HISTORY     - 1935     GOOD             NGS
 CA0570
 CA0570                          STATION DESCRIPTION
 CA0570
 CA0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0570'1.1 MI W FROM WHITELAND.
 CA0570'ALONG THE GULF COLORADO AND SANTA FE.R.R. 48 FEET LEFT OF TRACK.
 CA0570
 CA0570                          STATION RECOVERY (1935)
 CA0570
 CA0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0571 ***********************************************************************
 CA0571  DESIGNATION -  MP 78 3420
 CA0571  PID         -  CA0571
 CA0571  STATE/COUNTY-  TX/MCCULLOCH
 CA0571  USGS QUAD   -  MELVIN (1960)
 CA0571
 CA0571                         *CURRENT SURVEY CONTROL
 CA0571  ___________________________________________________________________
 CA0571* NAD 83(1986)-  31 10 28.     (N)    099 32 28.     (W)     SCALED    
 CA0571* NAVD 88     -       547.328  (meters)    1795.69   (feet)  POSTED    
 CA0571  ___________________________________________________________________
 CA0571  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CA0571  DYNAMIC HT  -         546.590 (meters)    1793.27  (feet)  COMP
 CA0571  MODELED GRAV-     979,270.7   (mgal)                       NAVD 88
 CA0571
 CA0571  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0571
 CA0571.The horizontal coordinates were scaled from a topographic map and have
 CA0571.an estimated accuracy of +/- 6 seconds.
 CA0571
 CA0571.The orthometric height was determined by differential leveling
 CA0571.and adjusted by the National Geodetic Survey in 1992..
 CA0571.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0571.rate of 0.0 thru 1.0 mm/km.
 CA0571
 CA0571.The geoid height was determined by GEOID03.
 CA0571
 CA0571.The dynamic height is computed by dividing the NAVD 88
 CA0571.geopotential number by the normal gravity value computed on the
 CA0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0571.degrees latitude (g = 980.6199 gals.).
 CA0571
 CA0571.The modeled gravity was interpolated from observed gravity values.
 CA0571
 CA0571;                    North         East    Units  Estimated Accuracy
 CA0571;SPC TX C     - 3,167,410.      775,510.      MT  (+/- 180 meters Scaled)
 CA0571
 CA0571                          SUPERSEDED SURVEY CONTROL
 CA0571
 CA0571  NGVD 29 (??/??/92)  547.26   (m)         1795.5    (f) COMPUTED    1 2
 CA0571
 CA0571.Superseded values are not recommended for survey control.
 CA0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0571.See file dsdata.txt to determine how the superseded data were derived.
 CA0571
 CA0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV484490(NAD 83)
 CA0571_MARKER: Z = SEE DESCRIPTION
 CA0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0571_SP_SET: RAIL
 CA0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0571
 CA0571  HISTORY     - Date     Condition        Report By
 CA0571  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0571  HISTORY     - 1933     GOOD             NGS
 CA0571  HISTORY     - 1935     GOOD             NGS
 CA0571
 CA0571                          STATION DESCRIPTION
 CA0571
 CA0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0571'1.9 MI W FROM WHITELAND.
 CA0571'TOP OF B.M. RAIL 46 FEET LEFT OF TRACK.
 CA0571
 CA0571                          STATION RECOVERY (1935)
 CA0571
 CA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0573 ***********************************************************************
 CA0573  DESIGNATION -  MP 79 3941
 CA0573  PID         -  CA0573
 CA0573  STATE/COUNTY-  TX/MCCULLOCH
 CA0573  USGS QUAD   -  MELVIN (1960)
 CA0573
 CA0573                         *CURRENT SURVEY CONTROL
 CA0573  ___________________________________________________________________
 CA0573* NAD 83(1986)-  31 10 52.     (N)    099 33 22.     (W)     SCALED    
 CA0573* NAVD 88     -       553.505  (meters)    1815.96   (feet)  POSTED    
 CA0573  ___________________________________________________________________
 CA0573  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CA0573  DYNAMIC HT  -         552.760 (meters)    1813.51  (feet)  COMP
 CA0573  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 CA0573
 CA0573  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0573
 CA0573.The horizontal coordinates were scaled from a topographic map and have
 CA0573.an estimated accuracy of +/- 6 seconds.
 CA0573
 CA0573.The orthometric height was determined by differential leveling
 CA0573.and adjusted by the National Geodetic Survey in 1992..
 CA0573.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0573.rate of 0.0 thru 1.0 mm/km.
 CA0573
 CA0573.The geoid height was determined by GEOID03.
 CA0573
 CA0573.The dynamic height is computed by dividing the NAVD 88
 CA0573.geopotential number by the normal gravity value computed on the
 CA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0573.degrees latitude (g = 980.6199 gals.).
 CA0573
 CA0573.The modeled gravity was interpolated from observed gravity values.
 CA0573
 CA0573;                    North         East    Units  Estimated Accuracy
 CA0573;SPC TX C     - 3,168,140.      774,080.      MT  (+/- 180 meters Scaled)
 CA0573
 CA0573                          SUPERSEDED SURVEY CONTROL
 CA0573
 CA0573  NGVD 29 (??/??/92)  553.43   (m)         1815.7    (f) COMPUTED    1 2
 CA0573
 CA0573.Superseded values are not recommended for survey control.
 CA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0573.See file dsdata.txt to determine how the superseded data were derived.
 CA0573
 CA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV470498(NAD 83)
 CA0573_MARKER: Z = SEE DESCRIPTION
 CA0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0573_SP_SET: RAIL
 CA0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0573
 CA0573  HISTORY     - Date     Condition        Report By
 CA0573  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0573  HISTORY     - 1933     GOOD             NGS
 CA0573  HISTORY     - 1935     GOOD             NGS
 CA0573
 CA0573                          STATION DESCRIPTION
 CA0573
 CA0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0573'2.9 MI W FROM WHITELAND.
 CA0573'48 FEET LEFT OF TRACK.
 CA0573
 CA0573                          STATION RECOVERY (1935)
 CA0573
 CA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0375 ***********************************************************************
 DP0375  DESIGNATION -  MP 8
 DP0375  PID         -  DP0375
 DP0375  STATE/COUNTY-  TX/LUBBOCK
 DP0375  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0375
 DP0375                         *CURRENT SURVEY CONTROL
 DP0375  ___________________________________________________________________
 DP0375* NAD 83(1986)-  33 32 13.     (N)    101 58 01.     (W)     SCALED    
 DP0375* NAVD 88     -       998.325  (meters)    3275.34   (feet)  ADJUSTED  
 DP0375  ___________________________________________________________________
 DP0375  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DP0375  DYNAMIC HT  -         997.027 (meters)    3271.08  (feet)  COMP
 DP0375  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 DP0375
 DP0375  VERT ORDER  -  FIRST     CLASS II
 DP0375
 DP0375.The horizontal coordinates were scaled from a topographic map and have
 DP0375.an estimated accuracy of +/- 6 seconds.
 DP0375
 DP0375.The orthometric height was determined by differential leveling
 DP0375.and adjusted by the National Geodetic Survey in June 1991..
 DP0375
 DP0375.The geoid height was determined by GEOID03.
 DP0375
 DP0375.The dynamic height is computed by dividing the NAVD 88
 DP0375.geopotential number by the normal gravity value computed on the
 DP0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0375.degrees latitude (g = 980.6199 gals.).
 DP0375
 DP0375.The modeled gravity was interpolated from observed gravity values.
 DP0375
 DP0375;                    North         East    Units  Estimated Accuracy
 DP0375;SPC TXNC     - 2,212,710.      278,070.      MT  (+/- 180 meters Scaled)
 DP0375
 DP0375                          SUPERSEDED SURVEY CONTROL
 DP0375
 DP0375  NGVD 29 (??/??/92)  997.952  (m)         3274.11   (f) ADJ UNCH    1 2
 DP0375
 DP0375.Superseded values are not recommended for survey control.
 DP0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0375.See file dsdata.txt to determine how the superseded data were derived.
 DP0375
 DP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC244147(NAD 83)
 DP0375_MARKER: B = BOLT
 DP0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0375+STABILITY: SURFACE MOTION
 DP0375
 DP0375  HISTORY     - Date     Condition        Report By
 DP0375  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0375  HISTORY     - 1933     GOOD             NGS
 DP0375
 DP0375                          STATION DESCRIPTION
 DP0375
 DP0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DP0375'9.2 MI SW FROM LUBBOCK.
 DP0375'9.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0375'STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 30 YARDS SOUTHEAST OF
 DP0375'MILEPOST 8, ABOUT 13 RAILS NORTHEAST OF A SIGN W, AND 49 FEET
 DP0375'SOUTHEAST OF THE TRACK.  A TRACK BOLT, SET IN THE TOP OF A CONCRETE
 DP0375'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0574 ***********************************************************************
 CA0574  DESIGNATION -  MP 80 4035
 CA0574  PID         -  CA0574
 CA0574  STATE/COUNTY-  TX/MCCULLOCH
 CA0574  USGS QUAD   -  MELVIN (1960)
 CA0574
 CA0574                         *CURRENT SURVEY CONTROL
 CA0574  ___________________________________________________________________
 CA0574* NAD 83(1986)-  31 11 22.     (N)    099 34 02.     (W)     SCALED    
 CA0574* NAVD 88     -       553.322  (meters)    1815.36   (feet)  POSTED    
 CA0574  ___________________________________________________________________
 CA0574  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CA0574  DYNAMIC HT  -         552.570 (meters)    1812.89  (feet)  COMP
 CA0574  MODELED GRAV-     979,264.9   (mgal)                       NAVD 88
 CA0574
 CA0574  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0574
 CA0574.The horizontal coordinates were scaled from a topographic map and have
 CA0574.an estimated accuracy of +/- 6 seconds.
 CA0574
 CA0574.The orthometric height was determined by differential leveling
 CA0574.and adjusted by the National Geodetic Survey in 1992..
 CA0574.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0574.rate of 0.0 thru 1.0 mm/km.
 CA0574
 CA0574.The geoid height was determined by GEOID03.
 CA0574
 CA0574.The dynamic height is computed by dividing the NAVD 88
 CA0574.geopotential number by the normal gravity value computed on the
 CA0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0574.degrees latitude (g = 980.6199 gals.).
 CA0574
 CA0574.The modeled gravity was interpolated from observed gravity values.
 CA0574
 CA0574;                    North         East    Units  Estimated Accuracy
 CA0574;SPC TX C     - 3,169,060.      773,010.      MT  (+/- 180 meters Scaled)
 CA0574
 CA0574                          SUPERSEDED SURVEY CONTROL
 CA0574
 CA0574  NGVD 29 (??/??/92)  553.25   (m)         1815.1    (f) COMPUTED    1 2
 CA0574
 CA0574.Superseded values are not recommended for survey control.
 CA0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0574.See file dsdata.txt to determine how the superseded data were derived.
 CA0574
 CA0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV459507(NAD 83)
 CA0574_MARKER: Z = SEE DESCRIPTION
 CA0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0574_SP_SET: RAIL
 CA0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0574
 CA0574  HISTORY     - Date     Condition        Report By
 CA0574  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0574  HISTORY     - 1933     GOOD             NGS
 CA0574  HISTORY     - 1935     GOOD             NGS
 CA0574
 CA0574                          STATION DESCRIPTION
 CA0574
 CA0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0574'3.9 MI W FROM WHITELAND.
 CA0574'45 FEET LEFT OF TRACK.
 CA0574
 CA0574                          STATION RECOVERY (1935)
 CA0574
 CA0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0576 ***********************************************************************
 CA0576  DESIGNATION -  MP 81 4043
 CA0576  PID         -  CA0576
 CA0576  STATE/COUNTY-  TX/MCCULLOCH
 CA0576  USGS QUAD   -  MELVIN (1960)
 CA0576
 CA0576                         *CURRENT SURVEY CONTROL
 CA0576  ___________________________________________________________________
 CA0576* NAD 83(1986)-  31 11 57.     (N)    099 34 51.     (W)     SCALED    
 CA0576* NAVD 88     -       558.845  (meters)    1833.48   (feet)  POSTED    
 CA0576  ___________________________________________________________________
 CA0576  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CA0576  DYNAMIC HT  -         558.090 (meters)    1831.00  (feet)  COMP
 CA0576  MODELED GRAV-     979,262.5   (mgal)                       NAVD 88
 CA0576
 CA0576  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0576
 CA0576.The horizontal coordinates were scaled from a topographic map and have
 CA0576.an estimated accuracy of +/- 6 seconds.
 CA0576
 CA0576.The orthometric height was determined by differential leveling
 CA0576.and adjusted by the National Geodetic Survey in 1992..
 CA0576.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0576.rate of 0.0 thru 1.0 mm/km.
 CA0576
 CA0576.The geoid height was determined by GEOID03.
 CA0576
 CA0576.The dynamic height is computed by dividing the NAVD 88
 CA0576.geopotential number by the normal gravity value computed on the
 CA0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0576.degrees latitude (g = 980.6199 gals.).
 CA0576
 CA0576.The modeled gravity was interpolated from observed gravity values.
 CA0576
 CA0576;                    North         East    Units  Estimated Accuracy
 CA0576;SPC TX C     - 3,170,130.      771,710.      MT  (+/- 180 meters Scaled)
 CA0576
 CA0576                          SUPERSEDED SURVEY CONTROL
 CA0576
 CA0576  NGVD 29 (??/??/92)  558.77   (m)         1833.2    (f) COMPUTED    1 2
 CA0576
 CA0576.Superseded values are not recommended for survey control.
 CA0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0576.See file dsdata.txt to determine how the superseded data were derived.
 CA0576
 CA0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV446518(NAD 83)
 CA0576_MARKER: Z = SEE DESCRIPTION
 CA0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0576_SP_SET: RAIL
 CA0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0576
 CA0576  HISTORY     - Date     Condition        Report By
 CA0576  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0576  HISTORY     - 1933     GOOD             NGS
 CA0576  HISTORY     - 1935     GOOD             NGS
 CA0576
 CA0576                          STATION DESCRIPTION
 CA0576
 CA0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0576'4.9 MI W FROM WHITELAND.
 CA0576'44 FEET LEFT OF TRACK.
 CA0576
 CA0576                          STATION RECOVERY (1935)
 CA0576
 CA0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0578 ***********************************************************************
 CA0578  DESIGNATION -  MP 81 5120
 CA0578  PID         -  CA0578
 CA0578  STATE/COUNTY-  TX/MCCULLOCH
 CA0578  USGS QUAD   -  MELVIN (1960)
 CA0578
 CA0578                         *CURRENT SURVEY CONTROL
 CA0578  ___________________________________________________________________
 CA0578* NAD 83(1986)-  31 11 59.     (N)    099 35 00.     (W)     SCALED    
 CA0578* NAVD 88     -       560.560  (meters)    1839.10   (feet)  POSTED    
 CA0578  ___________________________________________________________________
 CA0578  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CA0578  DYNAMIC HT  -         559.800 (meters)    1836.61  (feet)  COMP
 CA0578  MODELED GRAV-     979,262.3   (mgal)                       NAVD 88
 CA0578
 CA0578  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0578
 CA0578.The horizontal coordinates were scaled from a topographic map and have
 CA0578.an estimated accuracy of +/- 6 seconds.
 CA0578
 CA0578.The orthometric height was determined by differential leveling
 CA0578.and adjusted by the National Geodetic Survey in 1992..
 CA0578.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0578.rate of 0.0 thru 1.0 mm/km.
 CA0578
 CA0578.The geoid height was determined by GEOID03.
 CA0578
 CA0578.The dynamic height is computed by dividing the NAVD 88
 CA0578.geopotential number by the normal gravity value computed on the
 CA0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0578.degrees latitude (g = 980.6199 gals.).
 CA0578
 CA0578.The modeled gravity was interpolated from observed gravity values.
 CA0578
 CA0578;                    North         East    Units  Estimated Accuracy
 CA0578;SPC TX C     - 3,170,190.      771,470.      MT  (+/- 180 meters Scaled)
 CA0578
 CA0578                          SUPERSEDED SURVEY CONTROL
 CA0578
 CA0578  NGVD 29 (??/??/92)  560.49   (m)         1838.9    (f) COMPUTED    1 2
 CA0578
 CA0578.Superseded values are not recommended for survey control.
 CA0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0578.See file dsdata.txt to determine how the superseded data were derived.
 CA0578
 CA0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV444518(NAD 83)
 CA0578_MARKER: Z = SEE DESCRIPTION
 CA0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0578_SP_SET: FLOOR
 CA0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0578
 CA0578  HISTORY     - Date     Condition        Report By
 CA0578  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0578  HISTORY     - 1933     GOOD             NGS
 CA0578  HISTORY     - 1935     MARK NOT FOUND   NGS
 CA0578
 CA0578                          STATION DESCRIPTION
 CA0578
 CA0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0578'IN MELVIN.
 CA0578'AT MELVIN, MCCULLOCH COUNTY, ON THE GULF, COLORADO AND SANTA FE
 CA0578'RAILWAY, ABOUT 5000 FEET WEST OF MILEPOST 81, AT THE STATION, AND ON
 CA0578'THE FLOOR OF THE WHITE WAITING ROOM.  AN UNMARKED POINT.
 CA0578
 CA0578                          STATION RECOVERY (1935)
 CA0578
 CA0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0579 ***********************************************************************
 CA0579  DESIGNATION -  MP 82 2718
 CA0579  PID         -  CA0579
 CA0579  STATE/COUNTY-  TX/MCCULLOCH
 CA0579  USGS QUAD   -  MELVIN (1960)
 CA0579
 CA0579                         *CURRENT SURVEY CONTROL
 CA0579  ___________________________________________________________________
 CA0579* NAD 83(1986)-  31 12 04.     (N)    099 35 35.     (W)     SCALED    
 CA0579* NAVD 88     -       563.154  (meters)    1847.61   (feet)  POSTED    
 CA0579  ___________________________________________________________________
 CA0579  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CA0579  DYNAMIC HT  -         562.390 (meters)    1845.11  (feet)  COMP
 CA0579  MODELED GRAV-     979,261.4   (mgal)                       NAVD 88
 CA0579
 CA0579  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0579
 CA0579.The horizontal coordinates were scaled from a topographic map and have
 CA0579.an estimated accuracy of +/- 6 seconds.
 CA0579
 CA0579.The orthometric height was determined by differential leveling
 CA0579.and adjusted by the National Geodetic Survey in 1992..
 CA0579.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0579.rate of 0.0 thru 1.0 mm/km.
 CA0579
 CA0579.The geoid height was determined by GEOID03.
 CA0579
 CA0579.The dynamic height is computed by dividing the NAVD 88
 CA0579.geopotential number by the normal gravity value computed on the
 CA0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0579.degrees latitude (g = 980.6199 gals.).
 CA0579
 CA0579.The modeled gravity was interpolated from observed gravity values.
 CA0579
 CA0579;                    North         East    Units  Estimated Accuracy
 CA0579;SPC TX C     - 3,170,340.      770,540.      MT  (+/- 180 meters Scaled)
 CA0579
 CA0579                          SUPERSEDED SURVEY CONTROL
 CA0579
 CA0579  NGVD 29 (??/??/92)  563.08   (m)         1847.4    (f) COMPUTED    1 2
 CA0579
 CA0579.Superseded values are not recommended for survey control.
 CA0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0579.See file dsdata.txt to determine how the superseded data were derived.
 CA0579
 CA0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV435520(NAD 83)
 CA0579_MARKER: Z = SEE DESCRIPTION
 CA0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0579_SP_SET: RAIL
 CA0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0579
 CA0579  HISTORY     - Date     Condition        Report By
 CA0579  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0579  HISTORY     - 1933     GOOD             NGS
 CA0579
 CA0579                          STATION DESCRIPTION
 CA0579
 CA0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0579'0.4 MI W FROM MELVIN.
 CA0579'54 FEET N. OF TRACK 0.4 MILE WEST ALONG THE GULF, COLORADO AND SANTA
 CA0579'FE RAILWAY FROM MELVIN MCCULLOCH COUNTY, 14 POLES WEST OF MILEPOST 82,
 CA0579'AT A ROAD CROSSING, AND 54 FEET SOUTH OF THE TRACK.  THE TOP OF A
 CA0579'VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0581 ***********************************************************************
 CA0581  DESIGNATION -  MP 84 1593
 CA0581  PID         -  CA0581
 CA0581  STATE/COUNTY-  TX/CONCHO
 CA0581  USGS QUAD   -  MELVIN (1960)
 CA0581
 CA0581                         *CURRENT SURVEY CONTROL
 CA0581  ___________________________________________________________________
 CA0581* NAD 83(1986)-  31 12 40.     (N)    099 37 26.     (W)     SCALED    
 CA0581* NAVD 88     -       568.345  (meters)    1864.65   (feet)  POSTED    
 CA0581  ___________________________________________________________________
 CA0581  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CA0581  DYNAMIC HT  -         567.570 (meters)    1862.10  (feet)  COMP
 CA0581  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 CA0581
 CA0581  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0581
 CA0581.The horizontal coordinates were scaled from a topographic map and have
 CA0581.an estimated accuracy of +/- 6 seconds.
 CA0581
 CA0581.The orthometric height was determined by differential leveling
 CA0581.and adjusted by the National Geodetic Survey in 1992..
 CA0581.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0581.rate of 0.0 thru 1.0 mm/km.
 CA0581
 CA0581.The geoid height was determined by GEOID03.
 CA0581
 CA0581.The dynamic height is computed by dividing the NAVD 88
 CA0581.geopotential number by the normal gravity value computed on the
 CA0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0581.degrees latitude (g = 980.6199 gals.).
 CA0581
 CA0581.The modeled gravity was interpolated from observed gravity values.
 CA0581
 CA0581;                    North         East    Units  Estimated Accuracy
 CA0581;SPC TX C     - 3,171,430.      767,600.      MT  (+/- 180 meters Scaled)
 CA0581
 CA0581                          SUPERSEDED SURVEY CONTROL
 CA0581
 CA0581  NGVD 29 (??/??/92)  568.263  (m)         1864.38   (f) ADJ UNCH    1 2
 CA0581
 CA0581.Superseded values are not recommended for survey control.
 CA0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0581.See file dsdata.txt to determine how the superseded data were derived.
 CA0581
 CA0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV405531(NAD 83)
 CA0581_MARKER: Z = SEE DESCRIPTION
 CA0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0581_SP_SET: RAIL
 CA0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0581
 CA0581  HISTORY     - Date     Condition        Report By
 CA0581  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0581  HISTORY     - 1933     GOOD             NGS
 CA0581
 CA0581                          STATION DESCRIPTION
 CA0581
 CA0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0581'2.3 MI W FROM MELVIN.
 CA0581'2.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0581'MELVIN, MCCULLOCH COUNTY, 12 POLES WEST OF MILEPOST 84, AND 49 FEET
 CA0581'SOUTH OF THE TRACK.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0582 ***********************************************************************
 CA0582  DESIGNATION -  MP 85 2700
 CA0582  PID         -  CA0582
 CA0582  STATE/COUNTY-  TX/CONCHO
 CA0582  USGS QUAD   -  PASCHE (1970)
 CA0582
 CA0582                         *CURRENT SURVEY CONTROL
 CA0582  ___________________________________________________________________
 CA0582* NAD 83(1986)-  31 12 49.     (N)    099 38 30.     (W)     SCALED    
 CA0582* NAVD 88     -       573.584  (meters)    1881.83   (feet)  POSTED    
 CA0582  ___________________________________________________________________
 CA0582  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CA0582  DYNAMIC HT  -         572.800 (meters)    1879.26  (feet)  COMP
 CA0582  MODELED GRAV-     979,254.9   (mgal)                       NAVD 88
 CA0582
 CA0582  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0582
 CA0582.The horizontal coordinates were scaled from a topographic map and have
 CA0582.an estimated accuracy of +/- 6 seconds.
 CA0582
 CA0582.The orthometric height was determined by differential leveling
 CA0582.and adjusted by the National Geodetic Survey in 1992..
 CA0582.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0582.rate of 0.0 thru 1.0 mm/km.
 CA0582
 CA0582.The geoid height was determined by GEOID03.
 CA0582
 CA0582.The dynamic height is computed by dividing the NAVD 88
 CA0582.geopotential number by the normal gravity value computed on the
 CA0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0582.degrees latitude (g = 980.6199 gals.).
 CA0582
 CA0582.The modeled gravity was interpolated from observed gravity values.
 CA0582
 CA0582;                    North         East    Units  Estimated Accuracy
 CA0582;SPC TX C     - 3,171,690.      765,900.      MT  (+/- 180 meters Scaled)
 CA0582
 CA0582                          SUPERSEDED SURVEY CONTROL
 CA0582
 CA0582  NGVD 29 (??/??/92)  573.500  (m)         1881.56   (f) ADJ UNCH    1 2
 CA0582
 CA0582.Superseded values are not recommended for survey control.
 CA0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0582.See file dsdata.txt to determine how the superseded data were derived.
 CA0582
 CA0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV388534(NAD 83)
 CA0582_MARKER: Z = SEE DESCRIPTION
 CA0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0582_SP_SET: RAIL
 CA0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0582
 CA0582  HISTORY     - Date     Condition        Report By
 CA0582  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0582  HISTORY     - 1933     GOOD             NGS
 CA0582
 CA0582                          STATION DESCRIPTION
 CA0582
 CA0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0582'3.4 MI W FROM MELVIN.
 CA0582'IN CONCHO COUNTY, 3.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE
 CA0582'RAILWAY FROM MELVIN, MCCULLOCH COUNTY, 15 POLES EAST OF MILEPOST 86,
 CA0582'AND 99 FEET SOUTH OF THE TRACK.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0583 ***********************************************************************
 CA0583  DESIGNATION -  MP 86 2702
 CA0583  PID         -  CA0583
 CA0583  STATE/COUNTY-  TX/CONCHO
 CA0583  USGS QUAD   -  PASCHE (1970)
 CA0583
 CA0583                         *CURRENT SURVEY CONTROL
 CA0583  ___________________________________________________________________
 CA0583* NAD 83(1986)-  31 12 54.     (N)    099 39 30.     (W)     SCALED    
 CA0583* NAVD 88     -       575.999  (meters)    1889.76   (feet)  POSTED    
 CA0583  ___________________________________________________________________
 CA0583  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CA0583  DYNAMIC HT  -         575.210 (meters)    1887.17  (feet)  COMP
 CA0583  MODELED GRAV-     979,252.2   (mgal)                       NAVD 88
 CA0583
 CA0583  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0583
 CA0583.The horizontal coordinates were scaled from a topographic map and have
 CA0583.an estimated accuracy of +/- 6 seconds.
 CA0583
 CA0583.The orthometric height was determined by differential leveling
 CA0583.and adjusted by the National Geodetic Survey in 1992..
 CA0583.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0583.rate of 0.0 thru 1.0 mm/km.
 CA0583
 CA0583.The geoid height was determined by GEOID03.
 CA0583
 CA0583.The dynamic height is computed by dividing the NAVD 88
 CA0583.geopotential number by the normal gravity value computed on the
 CA0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0583.degrees latitude (g = 980.6199 gals.).
 CA0583
 CA0583.The modeled gravity was interpolated from observed gravity values.
 CA0583
 CA0583;                    North         East    Units  Estimated Accuracy
 CA0583;SPC TX C     - 3,171,840.      764,310.      MT  (+/- 180 meters Scaled)
 CA0583
 CA0583                          SUPERSEDED SURVEY CONTROL
 CA0583
 CA0583  NGVD 29 (??/??/92)  575.912  (m)         1889.47   (f) ADJ UNCH    1 2
 CA0583
 CA0583.Superseded values are not recommended for survey control.
 CA0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0583.See file dsdata.txt to determine how the superseded data were derived.
 CA0583
 CA0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV372536(NAD 83)
 CA0583_MARKER: Z = SEE DESCRIPTION
 CA0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0583_SP_SET: RAIL
 CA0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0583
 CA0583  HISTORY     - Date     Condition        Report By
 CA0583  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0583  HISTORY     - 1933     GOOD             NGS
 CA0583
 CA0583                          STATION DESCRIPTION
 CA0583
 CA0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0583'4.4 MI W FROM MELVIN.
 CA0583'IN CONCHO COUNTY, 4.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE
 CA0583'RAILWAY FROM MELVIN, MCCULLOCH COUNTY, 17-1/2 POLES WEST OF MILEPOST
 CA0583'86, AND 49 FEET SOUTH OF THE TRACK.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0586 ***********************************************************************
 CA0586  DESIGNATION -  MP 89 3107
 CA0586  PID         -  CA0586
 CA0586  STATE/COUNTY-  TX/CONCHO
 CA0586  USGS QUAD   -  PASCHE (1970)
 CA0586
 CA0586                         *CURRENT SURVEY CONTROL
 CA0586  ___________________________________________________________________
 CA0586* NAD 83(1986)-  31 13 12.     (N)    099 42 25.     (W)     SCALED    
 CA0586* NAVD 88     -       587.906  (meters)    1928.82   (feet)  POSTED    
 CA0586  ___________________________________________________________________
 CA0586  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CA0586  DYNAMIC HT  -         587.100 (meters)    1926.18  (feet)  COMP
 CA0586  MODELED GRAV-     979,245.3   (mgal)                       NAVD 88
 CA0586
 CA0586  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CA0586
 CA0586.The horizontal coordinates were scaled from a topographic map and have
 CA0586.an estimated accuracy of +/- 6 seconds.
 CA0586
 CA0586.The orthometric height was determined by differential leveling
 CA0586.and adjusted by the National Geodetic Survey in 1992..
 CA0586.No vertical observational check was made to the station.
 CA0586.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CA0586.was located on a no-check spur therefore a value was not computed.
 CA0586
 CA0586.The geoid height was determined by GEOID03.
 CA0586
 CA0586.The dynamic height is computed by dividing the NAVD 88
 CA0586.geopotential number by the normal gravity value computed on the
 CA0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0586.degrees latitude (g = 980.6199 gals.).
 CA0586
 CA0586.The modeled gravity was interpolated from observed gravity values.
 CA0586
 CA0586;                    North         East    Units  Estimated Accuracy
 CA0586;SPC TX C     - 3,172,360.      759,680.      MT  (+/- 180 meters Scaled)
 CA0586
 CA0586                          SUPERSEDED SURVEY CONTROL
 CA0586
 CA0586  NGVD 29 (??/??/92)  587.813  (m)         1928.52   (f) ADJ UNCH    1 2
 CA0586
 CA0586.Superseded values are not recommended for survey control.
 CA0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0586.See file dsdata.txt to determine how the superseded data were derived.
 CA0586
 CA0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV326541(NAD 83)
 CA0586_MARKER: Z = SEE DESCRIPTION
 CA0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0586_SP_SET: RAIL
 CA0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0586
 CA0586  HISTORY     - Date     Condition        Report By
 CA0586  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0586  HISTORY     - 1933     GOOD             NGS
 CA0586
 CA0586                          STATION DESCRIPTION
 CA0586
 CA0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0586'8.3 MI E FROM EDEN.
 CA0586'8.3 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0586'EDEN, CONCHO COUNTY, 12 POLES EAST OF MILEPOST 90, AND 48 FEET SOUTH
 CA0586'OF THE TRACK.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1134 ***********************************************************************
 CS1134  DESIGNATION -  MPS 26 RADAR 203101 M
 CS1134  PID         -  CS1134
 CS1134  STATE/COUNTY-  TX/DALLAS
 CS1134  USGS QUAD   -  DUNCANVILLE (1981)
 CS1134
 CS1134                         *CURRENT SURVEY CONTROL
 CS1134  ___________________________________________________________________
 CS1134* NAD 83(1986)-  32 43 38.     (N)    096 58 40.     (W)     SCALED    
 CS1134* NAVD 88     -       152.09   (+/-2cm)     499.0    (feet)  VERTCON   
 CS1134  ___________________________________________________________________
 CS1134  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CS1134
 CS1134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS1134
 CS1134.The horizontal coordinates were scaled from a topographic map and have
 CS1134.an estimated accuracy of +/- 6 seconds.
 CS1134
 CS1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1134.The vertical order pertains to the NGVD 29 superseded value.
 CS1134
 CS1134.The geoid height was determined by GEOID03.
 CS1134
 CS1134;                    North         East    Units  Estimated Accuracy
 CS1134;SPC TXNC     - 2,118,640.      742,670.      MT  (+/- 180 meters Scaled)
 CS1134
 CS1134                          SUPERSEDED SURVEY CONTROL
 CS1134
 CS1134  NGVD 29 (??/??/92)  152.111  (m)          499.05   (f) ADJ UNCH    2 0
 CS1134
 CS1134.Superseded values are not recommended for survey control.
 CS1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1134.See file dsdata.txt to determine how the superseded data were derived.
 CS1134
 CS1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB895228(NAD 83)
 CS1134_MARKER: DB = BENCH MARK DISK
 CS1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1134_SP_SET: CONCRETE SLAB
 CS1134_STAMPING: MPS-26 RADAR 203101 1966
 CS1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1134
 CS1134  HISTORY     - Date     Condition        Report By
 CS1134  HISTORY     - 1966     MONUMENTED       CGS
 CS1134
 CS1134                          STATION DESCRIPTION
 CS1134
 CS1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1134'2.1 MI SE FROM GRAND PRAIRIE.
 CS1134'1.2 MILES EAST ALONG MAIN STREET FROM THE CITY HALL IN GRAND PRAIRIE,
 CS1134'THENCE 1.65 MILES SOUTH ALONG SE 14TH STREET, THENCE 0.5 MILE EAST
 CS1134'ALONG SAMPSELL DRIVE, THENCE 0.1 MILE NORTH ALONG HARDY DRIVE TO WIRE
 CS1134'GATE, THENCE 0.1 MILE WESTERLY ALONG GRAVELED ROAD, 29.5 FEET WEST OF
 CS1134'THE NORTH-SOUTH FENCELINE, 14.5 FEET SOUTH OF A EAST-WEST FENCELINE,
 CS1134'CEMENTED IN A DRILL HOLE NEAR THE CENTER OF A 10 BY 12-FOOT CONCRETE
 CS1134'SLAB FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1135 ***********************************************************************
 CS1135  DESIGNATION -  MPS 26 RADAR 203101 AX
 CS1135  PID         -  CS1135
 CS1135  STATE/COUNTY-  TX/DALLAS
 CS1135  USGS QUAD   -  DUNCANVILLE (1981)
 CS1135
 CS1135                         *CURRENT SURVEY CONTROL
 CS1135  ___________________________________________________________________
 CS1135* NAD 83(1986)-  32 43 37.     (N)    096 58 41.     (W)     SCALED    
 CS1135* NAVD 88     -       156.72   (+/-2cm)     514.2    (feet)  VERTCON   
 CS1135  ___________________________________________________________________
 CS1135  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CS1135
 CS1135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS1135
 CS1135.The horizontal coordinates were scaled from a topographic map and have
 CS1135.an estimated accuracy of +/- 6 seconds.
 CS1135
 CS1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1135.The vertical order pertains to the NGVD 29 superseded value.
 CS1135
 CS1135.The geoid height was determined by GEOID03.
 CS1135
 CS1135;                    North         East    Units  Estimated Accuracy
 CS1135;SPC TXNC     - 2,118,610.      742,650.      MT  (+/- 180 meters Scaled)
 CS1135
 CS1135                          SUPERSEDED SURVEY CONTROL
 CS1135
 CS1135  NGVD 29 (??/??/92)  156.742  (m)          514.24   (f) ADJ UNCH    2 0
 CS1135
 CS1135.Superseded values are not recommended for survey control.
 CS1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1135.See file dsdata.txt to determine how the superseded data were derived.
 CS1135
 CS1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB894228(NAD 83)
 CS1135_MARKER: Z = SEE DESCRIPTION
 CS1135_SETTING: 0 = UNSPECIFIED SETTING
 CS1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1135
 CS1135  HISTORY     - Date     Condition        Report By
 CS1135  HISTORY     - UNK      MONUMENTED       CGS
 CS1135  HISTORY     - 1966     GOOD             NGS
 CS1135
 CS1135                          STATION DESCRIPTION
 CS1135
 CS1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1135'2.1 MI SE FROM GRAND PRAIRIE.
 CS1135'1.2 MILES EAST ALONG MAIN STREET FROM THE CITY HALL IN GRAND PRAIRIE,
 CS1135'THENCE 1.65 MILES SOUTH ALONG SE 14TH STREET, THENCE 0.5 MILE EAST
 CS1135'ALONG SAMPSELL DRIVE, THENCE 0.1 MILE NORTH ALONG HARDY DRIVE TO WIRE
 CS1135'GATE, THENCE 0.1 MILE WESTERLY ALONG GRAVELED ROAD.  POINT OF
 CS1135'ELEVATION IS AXIS OF RADAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2818 ***********************************************************************
 CS2818  DESIGNATION -  MPS 26 RADAR 203101 1966
 CS2818  PID         -  CS2818
 CS2818  STATE/COUNTY-  TX/DALLAS
 CS2818  USGS QUAD   -  DUNCANVILLE (1981)
 CS2818
 CS2818                         *CURRENT SURVEY CONTROL
 CS2818  ___________________________________________________________________
 CS2818* NAD 83(1993)-  32 43 38.98887(N)    096 58 42.20417(W)     ADJUSTED  
 CS2818* NAVD 88     -       152.09   (+/-2cm)     499.0    (feet)  VERTCON   
 CS2818  ___________________________________________________________________
 CS2818  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 CS2818  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CS2818
 CS2818  HORZ ORDER  -  SECOND
 CS2818  VERT ORDER  -  THIRD ? (See Below)
 CS2818
 CS2818.The horizontal coordinates were established by classical geodetic methods
 CS2818.and adjusted by the National Geodetic Survey in February 1996..
 CS2818
 CS2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2818.The vertical order pertains to the NGVD 29 superseded value.
 CS2818
 CS2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2818
 CS2818.The geoid height was determined by GEOID03.
 CS2818
 CS2818;                    North         East     Units Scale Factor Converg.
 CS2818;SPC TXNC     - 2,118,668.247   742,613.973   MT  0.99988853   +0 49 47.6
 CS2818;SPC TXNC     - 6,950,997.41  2,436,392.68   sFT  0.99988853   +0 49 47.6
 CS2818;UTM  14      - 3,622,885.266   689,445.233   MT  1.00004256   +1 05 35.9
 CS2818
 CS2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2818!SPC TXNC     -   0.99998036  x   0.99988853  =   0.99986890
 CS2818!UTM  14      -   0.99998036  x   1.00004256  =   1.00002292
 CS2818
 CS2818                          SUPERSEDED SURVEY CONTROL
 CS2818
 CS2818  NAD 83(1986)-  32 43 38.99457(N)    096 58 42.18660(W) AD(       ) 2
 CS2818  NAD 27      -  32 43 38.52050(N)    096 58 41.16730(W) AD(       ) 2
 CS2818  NGVD 29 (07/19/86)  152.11   (m)          499.0    (f) LEVELING    3  
 CS2818
 CS2818.Superseded values are not recommended for survey control.
 CS2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2818.See file dsdata.txt to determine how the superseded data were derived.
 CS2818
 CS2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8944522885(NAD 83)
 CS2818_MARKER: DD = SURVEY DISK
 CS2818_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS2818+WITH SETTING: PAVEMENT
 CS2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2818+STABILITY: SURFACE MOTION
 CS2818
 CS2818  HISTORY     - Date     Condition        Report By
 CS2818  HISTORY     - 1966     MONUMENTED       CGS
 CS2818
 CS2818                          STATION DESCRIPTION
 CS2818
 CS2818'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS2818'SEE STATION LAKELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8659 ***********************************************************************
 AE8659  SACS        -  This is a Secondary Airport Control Station.
 AE8659  DESIGNATION -  MSA A
 AE8659  PID         -  AE8659
 AE8659  STATE/COUNTY-  TX/TITUS
 AE8659  USGS QUAD   -  MOUNT PLEASANT (1980)
 AE8659
 AE8659                         *CURRENT SURVEY CONTROL
 AE8659  ___________________________________________________________________
 AE8659* NAD 83(1993)-  33 07 33.19041(N)    094 58 46.63320(W)     ADJUSTED  
 AE8659* NAVD 88     -       116.08   (meters)     380.8    (feet)  GPS OBS   
 AE8659  ___________________________________________________________________
 AE8659  X           -    -464,121.248 (meters)                     COMP
 AE8659  Y           -  -5,326,751.566 (meters)                     COMP
 AE8659  Z           -   3,465,708.225 (meters)                     COMP
 AE8659  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AE8659  ELLIP HEIGHT-          89.41  (meters)          (08/08/01) GPS OBS
 AE8659  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AE8659
 AE8659  HORZ ORDER  -  FIRST
 AE8659  ELLP ORDER  -  FOURTH    CLASS I
 AE8659
 AE8659.This mark is at Mount Pleasant Muni (MSA) Airport (MSA)
 AE8659
 AE8659.The horizontal coordinates were established by GPS observations
 AE8659.and adjusted by the National Geodetic Survey in April 1998..
 AE8659
 AE8659.The orthometric height was determined by GPS observations and a
 AE8659.high-resolution geoid model.
 AE8659
 AE8659.GPS derived orthometric heights for airport stations designated as
 AE8659.PACS or SACS are published to 2 decimal places.  This maintains
 AE8659.centimeter relative accuracy between the PACS and SACS.  It does
 AE8659.not indicate centimeter accuracy relative to other marks which are
 AE8659.part of the NAVD 88 network.
 AE8659
 AE8659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8659
 AE8659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8659
 AE8659.The ellipsoidal height was determined by GPS observations
 AE8659.and is referenced to NAD 83.
 AE8659
 AE8659.The geoid height was determined by GEOID03.
 AE8659
 AE8659;                    North         East     Units Scale Factor Converg.
 AE8659;SPC TXNC     - 2,167,315.837   928,419.757   MT  0.99987346   +1 55 12.0
 AE8659;SPC TXNC     - 7,110,602.04  3,045,990.49   sFT  0.99987346   +1 55 12.0
 AE8659;UTM  15      - 3,666,986.769   315,320.264   MT  1.00002054   -1 04 55.7
 AE8659
 AE8659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8659!SPC TXNC     -   0.99998596  x   0.99987346  =   0.99985942
 AE8659!UTM  15      -   0.99998596  x   1.00002054  =   1.00000650
 AE8659
 AE8659                          SUPERSEDED SURVEY CONTROL
 AE8659
 AE8659  ELLIP H (04/08/98)   89.46   (m)                       GP(       ) 4 1
 AE8659
 AE8659.Superseded values are not recommended for survey control.
 AE8659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8659.See file dsdata.txt to determine how the superseded data were derived.
 AE8659
 AE8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1532066987(NAD 83)
 AE8659_MARKER: I = METAL ROD
 AE8659_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8659_STAMPING: MSA A 1994
 AE8659_MARK LOGO: NGS   
 AE8659_PROJECTION: FLUSH
 AE8659_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8659+STABILITY: POSITION/ELEVATION WELL
 AE8659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8659+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2003
 AE8659_ROD/PIPE-DEPTH: 3.1  meters
 AE8659_SLEEVE-DEPTH  : 0.9 meters
 AE8659
 AE8659  HISTORY     - Date     Condition        Report By
 AE8659  HISTORY     - 1994     MONUMENTED       NGS
 AE8659  HISTORY     - 19970304 GOOD             NGS
 AE8659  HISTORY     - 20030324 GOOD             INDIV
 AE8659
 AE8659                          STATION DESCRIPTION
 AE8659
 AE8659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE8659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 04 MAR 1997 (WCW) .  THE
 AE8659'STATION IS RECOVERED AT THIS TIME.  THE STATION IS LOCATED ABOUT 2 KM
 AE8659'(1.25 MI) SOUTH OF MOUNT PLEASANT, AT THE MT PLEASANT MUNICIPAL
 AE8659'AIRPORT.  OWNERSHIP--CITY OF MOUNT PLEASANT, 501 NORTH MADISON, MT
 AE8659'PLEASANT TX 75455, PHONE 903-575-4000.  AIRPORT MANAGER IS J.D. ROPER,
 AE8659'PHONE 903-575-4172.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AE8659'HIGHWAY 271 AND STATE HIGHWAY 49 ON THE SOUTH SIDE OF MOUNT PLEASANT,
 AE8659'GO SOUTH ON U.S.  HIGHWAY 271 FOR 2.0 KM (1.25 MI) TO AIRPORT ROAD ON
 AE8659'RIGHT.  TURN RIGHT AND GO WEST FOR 0.5 KM (0.30 MI) TO A PAVED ROAD
 AE8659'LEFT.  TURN LEFT AND GO SOUTH FOR 0.5 KM (0.30 MI) ALONG THE EAST SIDE
 AE8659'OF A ROW OF HANGERS TO A GATE AHEAD AND THE AIRPORT OFFICE ON RIGHT.
 AE8659'PASS THROUGH THE GATE AND CONTINUE SOUTH FOR 0.08 KM (0.05 MI) TO A
 AE8659'TAXIWAY ON RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR A TOTAL OF 0.72 KM
 AE8659'(0.45 MI) CROSSING A NORTH-SOUTH TAXIWAY AT 0.08 KM (0.05 MI) ,
 AE8659'CROSSING RUNWAY 17-35 CENTER AT 0.2 KM (0.10 MI) , AND CONTINUING TO
 AE8659'THE END OF ABANDONED RUNWAY 03-21 TO THE STATION ON RIGHT.  THE
 AE8659'STATION IS THE TOP CENTER MARK ON A STAINLESS STEEL ROD DRIVEN TO
 AE8659'UNKNOWN DEPTH (10+ FT ASSUMED) RECESSED 5 CM (2 IN) BELOW GROUND LEVEL
 AE8659'IN A 2.5 CM (1 IN) GREASE FILLED PLASTIC SLEEVE 90 CM (ASSUMED) LONG
 AE8659'ENCASED IN A 12.5 CM (5 IN) PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 AE8659'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AE8659'THE STATION IS LOCATED 30.8 M (101.0 FT) NORTHWEST FROM THE CENTER OF
 AE8659'WHITE PAINTED CROSS AT THE SOUTHWESTERLY END OF ABANDONED RUNWAY
 AE8659'03-21, 70.6 M (231.6 FT) SOUTHEAST FROM A METAL POST WITH A ROUND
 AE8659'EXXON CRUDE OIL PETROLEUM PIPELINE SIGN AT A BARBED WIRE PERIMETER
 AE8659'FENCE, 15.1 M (49.5 FT) EAST NORTHEAST FROM THE CENTER OF THE CLEARED
 AE8659'LINE FOR THE PETROLEUM PIPELINE, AND 0.6 M (2.0 FT) NORTH FROM A METAL
 AE8659'WITNESS POST. NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS)
 AE8659'.  DESCRIBED BY WC WAICKMAN 04 MAR 97.
 AE8659
 AE8659                          STATION RECOVERY (2003)
 AE8659
 AE8659'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 AE8659'AIRFIELD IS NOW ABANDONED. CONTACT PRIEFERT MANUFACTURING (903)
 AE8659'572-1741 FOR PERMISSION TO ENTER AND A KEY TO GATE
 AE8659' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2678 ***********************************************************************
 BY2678  DESIGNATION -  MT ENTERPRISE
 BY2678  PID         -  BY2678
 BY2678  STATE/COUNTY-  TX/RUSK
 BY2678  USGS QUAD   -  MOUNT ENTERPRISE (1984)
 BY2678
 BY2678                         *CURRENT SURVEY CONTROL
 BY2678  ___________________________________________________________________
 BY2678* NAD 83(1993)-  31 56 44.24424(N)    094 40 43.49136(W)     ADJUSTED  
 BY2678* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 BY2678  ___________________________________________________________________
 BY2678  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BY2678  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY2678
 BY2678  HORZ ORDER  -  SECOND
 BY2678
 BY2678.The horizontal coordinates were established by classical geodetic methods
 BY2678.and adjusted by the National Geodetic Survey in February 1996..
 BY2678
 BY2678.The orthometric height was scaled from a topographic map.
 BY2678
 BY2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2678
 BY2678.The geoid height was determined by GEOID03.
 BY2678
 BY2678;                    North         East     Units Scale Factor Converg.
 BY2678;SPC TXNC     - 2,037,505.574   961,236.106   MT  1.00005727   +2 05 02.7
 BY2678;SPC TXNC     - 6,684,716.20  3,153,655.46   sFT  1.00005727   +2 05 02.7
 BY2678;SPC TX C     - 3,266,232.930 1,234,413.723   MT  1.00001733   +2 54 44.8
 BY2678;SPC TX C     -10,715,965.87  4,049,905.69   sFT  1.00001733   +2 54 44.8
 BY2678;UTM  15      - 3,535,638.623   341,329.738   MT  0.99991050   -0 53 18.4
 BY2678
 BY2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2678!SPC TXNC     -   0.99997025  x   1.00005727  =   1.00002752
 BY2678!SPC TX C     -   0.99997025  x   1.00001733  =   0.99998758
 BY2678!UTM  15      -   0.99997025  x   0.99991050  =   0.99988076
 BY2678
 BY2678|---------------------------------------------------------------------|
 BY2678| PID    Reference Object                     Distance      Geod. Az  |
 BY2678|                                                           dddmmss.s |
 BY2678| BY2679 MOUNT ENTERPRISE USGS LOT 1958       25.582 METERS 06344     |
 BY2678| CV8892 MT ENTERPRISE AZ MK                                1280522.8 |
 BY2678| CV8893 MT ENTERPRISE RM 1                   14.670 METERS 16555     |
 BY2678|---------------------------------------------------------------------|
 BY2678
 BY2678                          SUPERSEDED SURVEY CONTROL
 BY2678
 BY2678  NAD 83(1986)-  31 56 44.25437(N)    094 40 43.47944(W) AD(       ) 2
 BY2678  NAD 27      -  31 56 43.64790(N)    094 40 42.72090(W) AD(       ) 2
 BY2678
 BY2678.Superseded values are not recommended for survey control.
 BY2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2678.See file dsdata.txt to determine how the superseded data were derived.
 BY2678
 BY2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR4133035639(NAD 83)
 BY2678_MARKER: DS = TRIANGULATION STATION DISK
 BY2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2678
 BY2678  HISTORY     - Date     Condition        Report By
 BY2678  HISTORY     - 1958     MONUMENTED       CGS
 BY2678
 BY2678                          STATION DESCRIPTION
 BY2678
 BY2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LDF)
 BY2678'THE STATION IS LOCATED ON A PROMINENT TIMBERED HILL, ABOUT
 BY2678'2.0 MILES NORTH-NORTHWEST OF MT. ENTERPRISE, 83.93 FEET SOUTHWEST
 BY2678'OF THE CENTER OF THE LOOKOUT TOWER AND 42 FEET NORTHWEST OF A
 BY2678'WIRE FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 BY2678'GROUND AND IS STAMPED MT ENTERPRISE 1958.
 BY2678'
 BY2678'REFERENCE MARK NO. 1 IS SET IN A FENCE LINE.  THE MARK PROJECTS
 BY2678'5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED MT
 BY2678'ENTERPRISE NO 1 1958.
 BY2678'
 BY2678'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 BY2678'STATION MARK SET UNDER THE CENTER OF THE LOOKOUT TOWER.  THE MARK
 BY2678'IS SET ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 BY2678'STAMPED MT ENTERPRISE 1958.
 BY2678'
 BY2678'AZIMUTH MARK IS ABOUT 225 FEET SOUTHEAST OF THE MT. ENTERPRISE
 BY2678'T.S.F.S. L.O.T. SIGN, 63 FEET EAST OF THE CENTER OF STATE
 BY2678'HIGHWAY NO. 315, 1 FOOT NORTHEAST OF A WITNESS POST AND 1 FOOT
 BY2678'WEST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES ABOVE THE
 BY2678'SURFACE OF THE GROUND AND IS STAMPED MT ENTERPRISE 1958
 BY2678'
 BY2678'DISTANCE BETWEEN REFERENCE MARKS IS 105.5 FEET.
 BY2678'
 BY2678'MT ENTERPRISE T.S.F.S. L.O.T. IS A 4-LEGGED STEEL STRUCTURE
 BY2678'WITH A GLASS ENCLOSED CAB, ABOUT A 100 FEET IN OVER-ALL HEIGHT,
 BY2678'COLORED GRAY AND REFERENCE MARK NO. 2 ESTABLISHED UNDER THE
 BY2678'CENTER WAS THE POINT INTERSECTED.
 BY2678'
 BY2678'TO REACH THE STATION FROM THE POST OFFICE IN MT. ENTERPRISE,
 BY2678'GO NORTHERLY FOR 0.05 MILE TO STATE ROADS NO. 315 AND 26, TURN
 BY2678'LEFT AND GO NORTHWESTERLY ON STATE HIGHWAYS NO. 315 AND 26
 BY2678'FOR 0.5 MILE, TURN RIGHT ON STATE HIGHWAY NO. 315 AND GO
 BY2678'NORTHERLY FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 BY2678'DESCRIBED AND A SIDE ROAD ON THE LEFT, TURN LEFT AND GO WESTERLY
 BY2678'FOR 0.5 MILE TO THE TOP OF HILL AND THE LOOKOUT TOWER AND
 BY2678'STATION.
 BY2678'
 BY2678'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0265 ***********************************************************************
 DM0265  DESIGNATION -  MT PLEASANT
 DM0265  PID         -  DM0265
 DM0265  STATE/COUNTY-  TX/TITUS
 DM0265  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0265
 DM0265                         *CURRENT SURVEY CONTROL
 DM0265  ___________________________________________________________________
 DM0265* NAD 83(1986)-  33 10 09.     (N)    094 58 35.     (W)     SCALED    
 DM0265* NAVD 88     -       142.606  (meters)     467.87   (feet)  ADJUSTED  
 DM0265  ___________________________________________________________________
 DM0265  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM0265  DYNAMIC HT  -         142.451 (meters)     467.36  (feet)  COMP
 DM0265  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 DM0265
 DM0265  VERT ORDER  -  SECOND    CLASS 0
 DM0265
 DM0265.The horizontal coordinates were scaled from a topographic map and have
 DM0265.an estimated accuracy of +/- 6 seconds.
 DM0265
 DM0265.The orthometric height was determined by differential leveling
 DM0265.and adjusted by the National Geodetic Survey in June 1991..
 DM0265
 DM0265.The geoid height was determined by GEOID03.
 DM0265
 DM0265.The dynamic height is computed by dividing the NAVD 88
 DM0265.geopotential number by the normal gravity value computed on the
 DM0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0265.degrees latitude (g = 980.6199 gals.).
 DM0265
 DM0265.The modeled gravity was interpolated from observed gravity values.
 DM0265
 DM0265;                    North         East    Units  Estimated Accuracy
 DM0265;SPC TXNC     - 2,172,120.      928,560.      MT  (+/- 180 meters Scaled)
 DM0265
 DM0265                          SUPERSEDED SURVEY CONTROL
 DM0265
 DM0265  NGVD 29 (??/??/92)  142.612  (m)          467.89   (f) ADJ UNCH    2 0
 DM0265
 DM0265.Superseded values are not recommended for survey control.
 DM0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0265.See file dsdata.txt to determine how the superseded data were derived.
 DM0265
 DM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS157717(NAD 83)
 DM0265_MARKER: DB = BENCH MARK DISK
 DM0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0265_SP_SET: FOUNDATION
 DM0265_STAMPING: MT PLEASANT 1933
 DM0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0265
 DM0265  HISTORY     - Date     Condition        Report By
 DM0265  HISTORY     - 1933     MONUMENTED       CGS
 DM0265  HISTORY     - 1935     GOOD             NGS
 DM0265
 DM0265                          STATION DESCRIPTION
 DM0265
 DM0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0265'IN MT PLEASANT.
 DM0265'CITY WATER SUPPLY SYSTEM STANDPIPE JUST WEST OF MASONIC CEMETARY.
 DM0265'ABOUT ONE MILE NORTHWEST OF POST OFFICE BUILDING.  9 INCHES SOUTH OF
 DM0265'TANK ON SIDE FACING OLD ROAD TO PARIS.  TABLET CEMENTED IN TOP OF
 DM0265'CONCRETE FOUNDATION.
 DM0265
 DM0265                          STATION RECOVERY (1935)
 DM0265
 DM0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1479 ***********************************************************************
 DM1479  DESIGNATION -  MT PLEASANT
 DM1479  PID         -  DM1479
 DM1479  STATE/COUNTY-  TX/TITUS
 DM1479  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM1479
 DM1479                         *CURRENT SURVEY CONTROL
 DM1479  ___________________________________________________________________
 DM1479* NAD 83(1993)-  33 10 09.70994(N)    094 58 35.64038(W)     ADJUSTED  
 DM1479* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 DM1479  ___________________________________________________________________
 DM1479  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DM1479  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM1479
 DM1479  HORZ ORDER  -  FIRST
 DM1479
 DM1479.The horizontal coordinates were established by classical geodetic methods
 DM1479.and adjusted by the National Geodetic Survey in February 1996..
 DM1479
 DM1479.The orthometric height was scaled from a topographic map.
 DM1479
 DM1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1479
 DM1479.The geoid height was determined by GEOID03.
 DM1479
 DM1479;                    North         East     Units Scale Factor Converg.
 DM1479;SPC TXNC     - 2,172,144.047   928,542.845   MT  0.99987472   +1 55 18.0
 DM1479;SPC TXNC     - 7,126,442.59  3,046,394.32   sFT  0.99987472   +1 55 18.0
 DM1479;UTM  15      - 3,671,802.604   315,696.158   MT  1.00001882   -1 04 54.2
 DM1479
 DM1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1479!SPC TXNC     -   0.99998191  x   0.99987472  =   0.99985664
 DM1479!UTM  15      -   0.99998191  x   1.00001882  =   1.00000073
 DM1479
 DM1479:                Primary Azimuth Mark                     Grid Az
 DM1479:SPC TXNC     -  MT PLEASANT AZ MK 2                      012 43 07.5
 DM1479:UTM  15      -  MT PLEASANT AZ MK 2                      015 43 19.7
 DM1479
 DM1479|---------------------------------------------------------------------|
 DM1479| PID    Reference Object                     Distance      Geod. Az  |
 DM1479|                                                           dddmmss.s |
 DM1479| CX6786 MT PLEASANT AZ MK 2                                0143825.5 |
 DM1479| DM1275 MT PLEASANT RM 4                      5.502 METERS 09615     |
 DM1479| DM1272 MOUNT PLEASANT MUN STANDPIPE          9.657 METERS 19012     |
 DM1479| CX6787 MT PLEASANT RM 1                     70.863 METERS 20936     |
 DM1479| CX6785 MT PLEASANT AZ MK                                  2115040.6 |
 DM1479| CX6789 MT PLEASANT RM 3                     75.487 METERS 26442     |
 DM1479| CX6788 MT PLEASANT RM 2                     80.318 METERS 26550     |
 DM1479|---------------------------------------------------------------------|
 DM1479
 DM1479                          SUPERSEDED SURVEY CONTROL
 DM1479
 DM1479  NAD 83(1993)-  33 10 09.71297(N)    094 58 35.63700(W) AD(       ) 1
 DM1479  NAD 83(1986)-  33 10 09.71349(N)    094 58 35.62699(W) AD(       ) 1
 DM1479  NAD 27      -  33 10 09.28400(N)    094 58 34.86300(W) AD(       ) 1
 DM1479
 DM1479.Superseded values are not recommended for survey control.
 DM1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1479.See file dsdata.txt to determine how the superseded data were derived.
 DM1479
 DM1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1569671803(NAD 83)
 DM1479_MARKER: DS = TRIANGULATION STATION DISK
 DM1479_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM1479
 DM1479  HISTORY     - Date     Condition        Report By
 DM1479  HISTORY     - 1935     MONUMENTED       CGS
 DM1479  HISTORY     - 1949     GOOD             CGS
 DM1479  HISTORY     - 1950     GOOD             CGS
 DM1479  HISTORY     - 1956     GOOD             CGS
 DM1479
 DM1479                          STATION DESCRIPTION
 DM1479
 DM1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1479'IN THE NW PART OF THE TOWN OF MOUNT PLEASANT AT THE MUNICIPAL
 DM1479'STANDPIPE AND ON THE HIGHEST GROUND.  THE MARK IS SET FLUSH
 DM1479'WITH THE GROUND SURFACE.
 DM1479'
 DM1479'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1479'BRONZE DISKS SET IN CONCRETE.
 DM1479'
 DM1479'REFERENCE MARK NO. 1 IS 1 FOOT NE OF THE FENCE ON THE NE SIDE
 DM1479'OF THE ROAD AND 5 FEET NW OF CORNER FENCE POST.  IT PROJECTS
 DM1479'3 INCHES.
 DM1479'
 DM1479'REFERENCE MARK NO. 2 IS 1 FOOT NE OF THE FENCE ON THE NE
 DM1479'SIDE OF THE ROAD AND ABOUT 10 FEET SE OF CORNER FENCE POST.
 DM1479'IT PROJECTS 3 INCHES.
 DM1479'
 DM1479'AZIMUTH MARK IS 5 FEET NE OF 12-INCH SYCAMORE TREE, 30 FEET
 DM1479'N OF CENTER LINE OF STREET IN LINE WITH ROW OF TREES.  IT
 DM1479'PROJECTS 5 INCHES.
 DM1479'
 DM1479'HEIGHT OF LIGHT ABOVE STATION MARK - 60 FEET.
 DM1479
 DM1479                          STATION RECOVERY (1949)
 DM1479
 DM1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DM1479'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DM1479'AS DESCRIBED.  ALL LOCAL FEATURES HAVE CHANGED AND A NEW
 DM1479'DESCRIPTION IS AS FOLLOWS--THE STATION IS IN THE NORTHWEST
 DM1479'PART OF MT. PLEASANT, ABOUT 33 FEET NORTH OF THE MUNICIPAL
 DM1479'STANDPIPE AND ON THE HIGHEST POINT IN THE VICINITY.  THE
 DM1479'MARK PROJECTS ONE FOOT.
 DM1479'
 DM1479'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1479'BRONZE DISKS SET IN CONCRETE.
 DM1479'
 DM1479'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, A FLUSH
 DM1479'MARK, 27 FEET NORTHEAST FROM THE CENTERLINE OF THE BLACKTOP
 DM1479'ROAD, 3 FEET NORTHWEST FROM THE SOUTH CORNER OF THE SURROUNDING
 DM1479'FENCE AND 1 FOOT NORTHEAST FROM THE BOARD GATE WHICH IS IN
 DM1479'THE CORNER.
 DM1479'
 DM1479'REFERENCE NO. 2 WAS REMOVED AT THE REQUEST OF THE PROPERTY
 DM1479'OWNER.
 DM1479'
 DM1479'REFERENCE NO. 3 STAMPED MT. PLEASANT 1935, NO 3 1935-49 IS
 DM1479'WEST OF THE STATION IN THE WEST CORNER OF THE SURROUNDING
 DM1479'FENCE, 36 FEET NORTHEAST OF THE CENTERLINE OF THE BLACKTOP
 DM1479'ROAD, 15 FEET NORTHEAST FROM THE WEST CORNER AND 1 FOOT
 DM1479'SOUTH FROM THE NORTHWEST FENCE.  IT PROJECTS 3 INCHES.
 DM1479'
 DM1479'THE AZIMUTH MARK WAS RECOVERED AND APPEARS TO HAVE BEEN MOVED.
 DM1479'IT PROJECTS ABOUT 1 FOOT, THE ARROW POINTS ABOUT 45 DEGREES
 DM1479'TO THE LEFT OF THE STATION AND LOCAL TREES AND BUILDINGS
 DM1479'COMPLETELY OBSTRUCT THE LINE TO THE STATION.  THE AZIMUTH
 DM1479'MARK IS IN THE FRONT YARD OF THIRD HOUSE WEST FROM THE
 DM1479'INTERSECTION OF 12TH AND OTASSON STREETS AND IS ON THE NORTH
 DM1479'SIDE OF 12TH STREET.  AN INITIAL STATION IS NOT VISIBLE FROM
 DM1479'THE GROUND AND A NEW AZIMUTH MARK WAS NOT SET.  THE AZIMUTH
 DM1479'MARK SHOULD BE CONSIDERED LOST.
 DM1479
 DM1479                          STATION RECOVERY (1950)
 DM1479
 DM1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1479'THE STATION WAS RECOVERED AS DESCRIBED, STATION, REFERENCE
 DM1479'NO. 1 AND REFERENCE NO. 3 1949 WERE FOUND IN GOOD CONDITION.
 DM1479'A NEW AZIMUTH MARK AND REFERENCE MARK NO. 4 WERE SET.  THE
 DM1479'REFERENCE MARK NO. 4 WAS USED AS AN ECCENTRIC SET UP.
 DM1479'
 DM1479'A NEW DESCRIPTION FOLLOWS.
 DM1479'
 DM1479'THE STATION IS LOCATED IN THE NORTH EDGE OF MOUNT PLEASANT
 DM1479'AND NEAR THE OLD MUNICIPAL STANDPIPE.  IT IS 27 FEET NORTH OF
 DM1479'THE STANDPIPE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 DM1479'STAMPED MT PLEASANT 1935.
 DM1479'
 DM1479'REFERENCE MARK NO. 1 IS 30 FEET EAST-NORTHEAST OF THE CENTERLINE
 DM1479'OF THE ROAD, AND 4 FEET NORTHWEST OF THE SOUTHEAST GATE POST
 DM1479'IN THE CENTER OF WOODEN GATE.  THE MARK IS FLUSH WITH THE
 DM1479'SURFACE OF THE GROUND AND THE DISK IS STAMPED MT PLEASANT
 DM1479'NO 1 1935.
 DM1479'
 DM1479'REFERENCE MARK NO. 3 IS 11 FEET EAST OF A BRICK CORNER POST
 DM1479'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES
 DM1479'AND THE DISK IS STAMPED MOUNT PLEASANT NO 3 1935 1949.
 DM1479'
 DM1479'REFERENCE MARK NO. 4 IS 32 FEET NORTH-NORTHEAST OF THE STANDPIPE.
 DM1479'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MT PLEASANT
 DM1479'NO 4 1950.
 DM1479'
 DM1479'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH OF THE STATION,
 DM1479'ON A PROPERTY LINE, 75 PACES NORTHEAST OF A FIRE HYDRANT,
 DM1479'89 FEET NORTH OF THE CENTERLINE OF HIGHWAY 67 AND 37 FEET
 DM1479'SOUTH OF THE SOUTHWEST CORNER OF A CHICKEN HOUSE.  THE MARK
 DM1479'PROJECTS 2 INCHES AND THE DISK IS STAMPED MT PLEASANT 1950.
 DM1479'
 DM1479'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN MOUNT
 DM1479'PLEASANT, GO NORTH ON HIGHWAY 271 0.6 MILE TO A TRAFFIC LIGHT
 DM1479'AT STREET INTERSECTION, TURN LEFT (WEST) 0.25 MILE TO FORKS,
 DM1479'TAKE RIGHT FORK 0.2 MILE TO A WOODEN GATE ON THE RIGHT, TURN
 DM1479'RIGHT 200 FEET TO OLD STANDPIPE AND THE STATION.
 DM1479'
 DM1479'OBSERVATIONS TAKEN FROM A 4 FT. STAND ON MARKS.  LIGHTS TAKEN
 DM1479'FROM 77-FOOT TOWER.
 DM1479'
 DM1479'A 74 FT. SIGNAL AT KIRBY 1935 IS VISIBLE AT 64 FT.
 DM1479'
 DM1479'A 47 FT. SIGNAL AT POPE IS VISIBLE AT 37 FT.
 DM1479'
 DM1479'A 100 FT. SIGNAL AT PARK AND PARCHMAN 1935 IS VISIBLE AT 40
 DM1479'FT.
 DM1479'
 DM1479'A 74 FT. SIGNAL AT BAXLEY 1935 IS V.G.
 DM1479'
 DM1479'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 300
 DM1479'FEET TO GATE, PASS THROUGH GATE AND CONTINUE NORTH 0.1 MILE
 DM1479'TO HIGHWAY 67, TURN RIGHT FOR APPROXIMATELY 200 FEET TO A
 DM1479'PROPERTY LINE ON THE LEFT, HERE WALK NORTH ABOUT 100 FEET
 DM1479'TO THE MARK.
 DM1479
 DM1479                          STATION RECOVERY (1956)
 DM1479
 DM1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1479'THE STATION AND R.M. NO. 3 AND R.M. NO. 4 WERE RECOVERED IN
 DM1479'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DM1479'STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1370 ***********************************************************************
 DM1370  DESIGNATION -  MT PLEASANT RAD STA KIMP MAST
 DM1370  PID         -  DM1370
 DM1370  STATE/COUNTY-  TX/TITUS
 DM1370  USGS QUAD   -  WINFIELD (1965)
 DM1370
 DM1370                         *CURRENT SURVEY CONTROL
 DM1370  ___________________________________________________________________
 DM1370* NAD 83(1993)-  33 09 54.61655(N)    095 00 21.24809(W)     ADJUSTED  
 DM1370* NAVD 88     -                                                        
 DM1370  ___________________________________________________________________
 DM1370  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 DM1370  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM1370
 DM1370  HORZ ORDER  -  THIRD
 DM1370
 DM1370.The horizontal coordinates were established by classical geodetic methods
 DM1370.and adjusted by the National Geodetic Survey in February 1996..
 DM1370
 DM1370
 DM1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1370
 DM1370.The geoid height was determined by GEOID03.
 DM1370
 DM1370;                    North         East     Units Scale Factor Converg.
 DM1370;SPC TXNC     - 2,171,588.010   925,823.930   MT  0.99987458   +1 54 20.4
 DM1370;SPC TXNC     - 7,124,618.33  3,037,474.01   sFT  0.99987458   +1 54 20.4
 DM1370;UTM  15      - 3,671,389.724   312,951.432   MT  1.00003139   -1 05 51.6
 DM1370
 DM1370                          SUPERSEDED SURVEY CONTROL
 DM1370
 DM1370  NAD 83(1993)-  33 09 54.61963(N)    095 00 21.24510(W) AD(       ) 4
 DM1370  NAD 83(1986)-  33 09 54.61990(N)    095 00 21.23502(W) AD(       ) 4
 DM1370  NAD 27      -  33 09 54.19200(N)    095 00 20.46500(W) AD(       ) 3
 DM1370
 DM1370.Superseded values are not recommended for survey control.
 DM1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1370.See file dsdata.txt to determine how the superseded data were derived.
 DM1370
 DM1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1295171390(NAD 83)
 DM1370_MARKER: 42 = RADIO/TV MAST
 DM1370
 DM1370  HISTORY     - Date     Condition        Report By
 DM1370  HISTORY     - 1950     FIRST OBSERVED   CGS
 DM1370  HISTORY     - 1956     GOOD             CGS
 DM1370
 DM1370                          STATION DESCRIPTION
 DM1370
 DM1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1370'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE MAIN PART OF MOUNT
 DM1370'PLEASANT, ON THE NORTH SIDE OF U.S. HIGHWAY 67.  THE STATION
 DM1370'IS A RADIO MAST, 247 FEET HIGH, PAINTED WITH ALTERNATE BANDS
 DM1370'OF RED AND WHITE, WITH A RED LIGHT ON THE TOP.  THE LIGHT
 DM1370'ON THE TOP WAS THE POINT INTERSECTED.
 DM1370'
 DM1370'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN MOUNT
 DM1370'PLEASANT, GO WEST AND NORTH ON U.S. HIGHWAY 67 FOR 2.2
 DM1370'MILES.  STATION IS JUST NORTH OF A CONTROL BUILDING.
 DM1370
 DM1370                          STATION RECOVERY (1956)
 DM1370
 DM1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1370'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1370'
 DM1370'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1275 ***********************************************************************
 DM1275  DESIGNATION -  MT PLEASANT RM 4
 DM1275  PID         -  DM1275
 DM1275  STATE/COUNTY-  TX/TITUS
 DM1275  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM1275
 DM1275                         *CURRENT SURVEY CONTROL
 DM1275  ___________________________________________________________________
 DM1275* NAD 83(1993)-  33 10 09.69050(N)    094 58 35.42928(W)     ADJUSTED  
 DM1275* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 DM1275  ___________________________________________________________________
 DM1275  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DM1275  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM1275
 DM1275  HORZ ORDER  -  FIRST
 DM1275
 DM1275.The horizontal coordinates were established by classical geodetic methods
 DM1275.and adjusted by the National Geodetic Survey in February 1996..
 DM1275
 DM1275.The orthometric height was scaled from a topographic map.
 DM1275
 DM1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1275
 DM1275.The geoid height was determined by GEOID03.
 DM1275
 DM1275;                    North         East     Units Scale Factor Converg.
 DM1275;SPC TXNC     - 2,172,143.632   928,548.330   MT  0.99987472   +1 55 18.1
 DM1275;SPC TXNC     - 7,126,441.23  3,046,412.31   sFT  0.99987472   +1 55 18.1
 DM1275;UTM  15      - 3,671,801.902   315,701.616   MT  1.00001880   -1 04 54.1
 DM1275
 DM1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1275!SPC TXNC     -   0.99998191  x   0.99987472  =   0.99985664
 DM1275!UTM  15      -   0.99998191  x   1.00001880  =   1.00000071
 DM1275
 DM1275:                Primary Azimuth Mark                     Grid Az
 DM1275:SPC TXNC     -  MT PLEASANT AZ MK 2                      011 35 00.4
 DM1275:UTM  15      -  MT PLEASANT AZ MK 2                      014 35 12.6
 DM1275
 DM1275|---------------------------------------------------------------------|
 DM1275| PID    Reference Object                     Distance      Geod. Az  |
 DM1275|                                                           dddmmss.s |
 DM1275| CX6786 MT PLEASANT AZ MK 2                                0133018.5 |
 DM1275| DM1271 MOUNT PLEASANT MUNICIPAL TANK        91.093 METERS 15511     |
 DM1275| CX6789 MT PLEASANT RM 3                     80.891 METERS 26530     |
 DM1275| DM1479 MT PLEASANT                           5.502 METERS 27615     |
 DM1275|---------------------------------------------------------------------|
 DM1275
 DM1275                          SUPERSEDED SURVEY CONTROL
 DM1275
 DM1275  NAD 83(1993)-  33 10 09.69353(N)    094 58 35.42591(W) AD(       ) 1
 DM1275  NAD 83(1986)-  33 10 09.69406(N)    094 58 35.41591(W) AD(       ) 1
 DM1275  NAD 27      -  33 10 09.26460(N)    094 58 34.65180(W) AD(       ) 1
 DM1275
 DM1275.Superseded values are not recommended for survey control.
 DM1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1275.See file dsdata.txt to determine how the superseded data were derived.
 DM1275
 DM1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1570271802(NAD 83)
 DM1275_MARKER: DR = REFERENCE MARK DISK
 DM1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1275
 DM1275  HISTORY     - Date     Condition        Report By
 DM1275  HISTORY     - 1950     MONUMENTED       CGS
 DM1275
 DM1275                          STATION DESCRIPTION
 DM1275
 DM1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1275'THE STATION IS LOCATED AT THE NORTH EDGE OF MOUNT PLEASANT,
 DM1275'ON A PROMINENT KNOLL AND NEAR THE OLD MUNICIPAL STANDPIPE.
 DM1275'IT IS 32 FEET NORTH-NORTHEAST OF THE STANDPIPE.  THE MARK
 DM1275'PROJECTS 2 INCHES AND THE DISK IS STAMPED MT PLEASANT NO 4
 DM1275'1950.
 DM1275'
 DM1275'REFERENCE MARK NO. 3 IS 11 FEET EAST OF A BRICK CORNER POST
 DM1275'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES
 DM1275'AND THE DISK IS STAMPED MOUNT PLEASANT NO 3 1935 1949.
 DM1275'
 DM1275'MT PLEASANT IS 27 FEET NORTH OF THE OLD STANDPIPE.  THE MARK
 DM1275'PROJECTS 10 INCHES AND THE DISK IS STAMPED MT PLEASANT 1935.
 DM1275'
 DM1275'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH OF THE STATION,
 DM1275'75 PACES NORTHEAST OF A FIRE HYDRANT, 89 FEET NORTH OF THE
 DM1275'CENTERLINE OF HIGHWAY 67 AND 37 FEET SOUTH OF THE SOUTHWEST
 DM1275'CORNER OF A CHICKEN HOUSE.  THE MARK PROJECTS 2 INCHES AND
 DM1275'THE DISK IS STAMPED MT PLEASANT 1950.
 DM1275'
 DM1275'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN MOUNT
 DM1275'PLEASANT, GO NORTH ON HIGHWAY 271 0.6 MILE TO A TRAFFIC LIGHT
 DM1275'AT STREET INTERSECTION, TURN LEFT (WEST) 0.25 MILE TO FORKS,
 DM1275'TAKE RIGHT FORK 0.2 MILE TO A WOODEN GATE ON THE RIGHT, TURN
 DM1275'RIGHT 200 FEET TO THE STANDPIPE AND THE STATION.
 DM1275'
 DM1275'NOTE- REFERENCE MARK NO. 1 COULD NOT BE SEEN FROM THIS STATION.
 DM1275'
 DM1275'A 100 FT. SIGNAL AT PITTSBURG IS VISIBLE AT 37 FT.
 DM1275'
 DM1275'A 47 FT. SIGNAL AT POPE IS VISIBLE AT 37 FT.
 DM1275'
 DM1275'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH
 DM1275'APPROXIMATELY 300 FEET TO A WOODEN GATE, PASS THROUGH GATE AND
 DM1275'CONTINUE NORTH 0.1 MILE TO HIGHWAY 67, TURN RIGHT ABOUT 200
 DM1275'FEET TO A PROPERTY LINE ON THE LEFT, HERE WALK NORTH ALONG
 DM1275'THE PROPERTY LINE ABOUT 100 FEET TO THE MARK AS DESCRIBED.
 DM1275'
 DM1275'THIS STATION WAS USED AS AN ECCENTRIC SET UP, AS THE STANDPIPE
 DM1275'OBSTRUCTED THE LINE FROM MT. PLEASANT 1935 TO PITTSBURG.
 DM1275'
 DM1275'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MT.
 DM1275'PLEASANT 1935 TO REFERENCE MARK NO. 4.  THE DISTANCE IS AS
 DM1275'SHOWN ABOVE.
 DM1275'
 DM1275'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1274 ***********************************************************************
 DM1274  DESIGNATION -  MT PLEASANT TALCO PLINE CO MST
 DM1274  PID         -  DM1274
 DM1274  STATE/COUNTY-  TX/TITUS
 DM1274  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM1274
 DM1274                         *CURRENT SURVEY CONTROL
 DM1274  ___________________________________________________________________
 DM1274* NAD 83(1993)-  33 09 21.22414(N)    094 59 24.92820(W)     ADJUSTED  
 DM1274* NAVD 88     -                                                        
 DM1274  ___________________________________________________________________
 DM1274  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DM1274  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM1274
 DM1274  HORZ ORDER  -  THIRD
 DM1274
 DM1274.The horizontal coordinates were established by classical geodetic methods
 DM1274.and adjusted by the National Geodetic Survey in February 1996..
 DM1274
 DM1274
 DM1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1274
 DM1274.The geoid height was determined by GEOID03.
 DM1274
 DM1274;                    North         East     Units Scale Factor Converg.
 DM1274;SPC TXNC     - 2,170,608.603   927,316.585   MT  0.99987427   +1 54 51.1
 DM1274;SPC TXNC     - 7,121,405.06  3,042,371.16   sFT  0.99987427   +1 54 51.1
 DM1274;UTM  15      - 3,670,333.298   314,390.946   MT  1.00002478   -1 05 19.8
 DM1274
 DM1274                          SUPERSEDED SURVEY CONTROL
 DM1274
 DM1274  NAD 83(1993)-  33 09 21.22721(N)    094 59 24.92476(W) AD(       ) 4
 DM1274  NAD 83(1986)-  33 09 21.22723(N)    094 59 24.91507(W) AD(       ) 4
 DM1274  NAD 27      -  33 09 20.79900(N)    094 59 24.14800(W) AD(       ) 3
 DM1274
 DM1274.Superseded values are not recommended for survey control.
 DM1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1274.See file dsdata.txt to determine how the superseded data were derived.
 DM1274
 DM1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1439170333(NAD 83)
 DM1274_MARKER: 42 = RADIO/TV MAST
 DM1274
 DM1274  HISTORY     - Date     Condition        Report By
 DM1274  HISTORY     - 1950     FIRST OBSERVED   CGS
 DM1274  HISTORY     - 1956     GOOD             CGS
 DM1274
 DM1274                          STATION DESCRIPTION
 DM1274
 DM1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1274'STATION IS LOCATED ABOUT 1 MILE WEST SOUTHWEST OF THE MAIN
 DM1274'PART OF MOUNT PLEASANT, ON THE PROPERTY OF THE TALCO PIPE
 DM1274'LINE CO., JUST NORTH OF SOME LARGE STORAGE TANKS.  THE
 DM1274'STATION IS A RADIO MAST, 147 FEET HIGH, PAINTED WITH ALTERNATE
 DM1274'BANDS OF RED AND WHITE, WITH A RED LIGHT ON THE TOP.  THE
 DM1274'LIGHT ON THE TOP WAS THE POINT INTERSECTED.
 DM1274'
 DM1274'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN MOUNT
 DM1274'PLEASANT, GO WEST ON U.S. HIGHWAY 67 FOR 0.8 MILE.  HERE
 DM1274'U.S. HIGHWAY 67 TURNS RIGHT, CONTINUE STRAIGHT AHEAD WEST
 DM1274'ON PAVED STREET FOR 0.2 MILE, TURN LEFT SOUTH FOR 0.1 MILE,
 DM1274'ON RIGHT THERE IS A STEEL GATE PASS THROUGH STEEL GATE AND
 DM1274'FOLLOW DIM TRACK ROAD GOING WEST FOR 0.15 MILE, AND STATION.
 DM1274
 DM1274                          STATION RECOVERY (1956)
 DM1274
 DM1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1274'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1274'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1373 ***********************************************************************
 DM1373  DESIGNATION -  MT VERNON FRANKLIN CO CTHSE TR
 DM1373  PID         -  DM1373
 DM1373  STATE/COUNTY-  TX/FRANKLIN
 DM1373  USGS QUAD   -  MOUNT VERNON (1964)
 DM1373
 DM1373                         *CURRENT SURVEY CONTROL
 DM1373  ___________________________________________________________________
 DM1373* NAD 83(1993)-  33 11 22.68677(N)    095 13 16.72882(W)     ADJUSTED  
 DM1373* NAVD 88     -                                                        
 DM1373  ___________________________________________________________________
 DM1373  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DM1373  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM1373
 DM1373  HORZ ORDER  -  THIRD
 DM1373
 DM1373.The horizontal coordinates were established by classical geodetic methods
 DM1373.and adjusted by the National Geodetic Survey in February 1996..
 DM1373
 DM1373
 DM1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1373
 DM1373.The geoid height was determined by GEOID03.
 DM1373
 DM1373;                    North         East     Units Scale Factor Converg.
 DM1373;SPC TXNC     - 2,173,652.078   905,658.949   MT  0.99987551   +1 47 17.4
 DM1373;SPC TXNC     - 7,131,390.19  2,971,316.07   sFT  0.99987551   +1 47 17.4
 DM1373;UTM  15      - 3,674,508.330   292,918.235   MT  1.00012875   -1 12 59.1
 DM1373
 DM1373                          SUPERSEDED SURVEY CONTROL
 DM1373
 DM1373  NAD 83(1993)-  33 11 22.68910(N)    095 13 16.72582(W) AD(       ) 4
 DM1373  NAD 83(1986)-  33 11 22.69107(N)    095 13 16.71580(W) AD(       ) 4
 DM1373  NAD 27      -  33 11 22.27400(N)    095 13 15.91900(W) AD(       ) 3
 DM1373
 DM1373.Superseded values are not recommended for survey control.
 DM1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1373.See file dsdata.txt to determine how the superseded data were derived.
 DM1373
 DM1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9291874508(NAD 83)
 DM1373_MARKER: 55 = TOWER
 DM1373
 DM1373  HISTORY     - Date     Condition        Report By
 DM1373  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1373  HISTORY     - 1956     GOOD             CGS
 DM1373
 DM1373                          STATION DESCRIPTION
 DM1373
 DM1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1373'THIS INTERSECTION STATION IS THE TOWER ON THE FRANKLIN COUNTY
 DM1373'COURTHOUSE, IN THE TOWN OF MT. VERNON, TEXAS.  IT IS ON THE
 DM1373'TOP OF A GREY STONE BUILDING IN THE CENTRAL PART OF THE
 DM1373'TOWN, ABOUT 55 FEET E OF THE CENTER LINE OF KAUFMANN STREET
 DM1373'AND ABOUT 70 FEET N OF THE CENTER LINE OF W DALLAS STREET.
 DM1373'THE COURTHOUSE WAS ERECTED IN 1905 AND THE TOWER IS FAIRLY
 DM1373'PROMINENT.
 DM1373'
 DM1373'THE COURTHOUSE IS ABOUT 70 FEET HIGH.  THE TOWER IS AN OCTAGONAL
 DM1373'WHITE STRUCTURE ABOUT 20 FEET HIGH WITH GLAZED ARCHED WINDOWS
 DM1373'ON THE N, E, S AND W SIDES, AND ARCHED LOUVERED WINDOWS ON
 DM1373'THE OTHER FACES.  OVER THE GLAZED WINDOWS THERE IS A ROUND
 DM1373'GABLE WITH A BLACK CLOCK DIAL.  THE BLACK OCTAGONAL DOME-SHAPED
 DM1373'ROOF IS ABOUT 8 FEET HIGH.  IT HAS A WHITE OCTAGONAL PEDESTAL
 DM1373'ABOUT 3 FEET HIGH AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 DM1373'100 FEET.
 DM1373
 DM1373                          STATION RECOVERY (1956)
 DM1373
 DM1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JHH)
 DM1373'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1373'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1374 ***********************************************************************
 DM1374  DESIGNATION -  MT VERNON MUNICIPAL TANK
 DM1374  PID         -  DM1374
 DM1374  STATE/COUNTY-  TX/FRANKLIN
 DM1374  USGS QUAD   -  MOUNT VERNON (1964)
 DM1374
 DM1374                         *CURRENT SURVEY CONTROL
 DM1374  ___________________________________________________________________
 DM1374* NAD 83(1993)-  33 11 15.22883(N)    095 13 16.30840(W)     ADJUSTED  
 DM1374* NAVD 88     -                                                        
 DM1374  ___________________________________________________________________
 DM1374  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DM1374  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM1374
 DM1374  HORZ ORDER  -  THIRD
 DM1374
 DM1374.The horizontal coordinates were established by classical geodetic methods
 DM1374.and adjusted by the National Geodetic Survey in February 1996..
 DM1374
 DM1374
 DM1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1374
 DM1374.The geoid height was determined by GEOID03.
 DM1374
 DM1374;                    North         East     Units Scale Factor Converg.
 DM1374;SPC TXNC     - 2,173,422.796   905,677.001   MT  0.99987543   +1 47 17.7
 DM1374;SPC TXNC     - 7,130,637.96  2,971,375.29   sFT  0.99987543   +1 47 17.7
 DM1374;UTM  15      - 3,674,278.359   292,924.246   MT  1.00012872   -1 12 58.6
 DM1374
 DM1374                          SUPERSEDED SURVEY CONTROL
 DM1374
 DM1374  NAD 83(1993)-  33 11 15.23219(N)    095 13 16.30676(W) AD(       ) 4
 DM1374  NAD 83(1986)-  33 11 15.23322(N)    095 13 16.29563(W) AD(       ) 4
 DM1374  NAD 27      -  33 11 14.81600(N)    095 13 15.49700(W) AD(       ) 3
 DM1374
 DM1374.Superseded values are not recommended for survey control.
 DM1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1374.See file dsdata.txt to determine how the superseded data were derived.
 DM1374
 DM1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9292474278(NAD 83)
 DM1374_MARKER: 53 = ELEVATED TANK
 DM1374
 DM1374  HISTORY     - Date     Condition        Report By
 DM1374  HISTORY     - 1957     FIRST OBSERVED   CGS
 DM1374
 DM1374                          STATION DESCRIPTION
 DM1374
 DM1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1374'THE STATION IS LOCATED 1 BLOCK SOUTH OF THE BUSINESS DISTRICT
 DM1374'AND JUST EAST OF THE CITY FIRE HOUSE IN MT. VERNON.  THE
 DM1374'TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX AND
 DM1374'IS PAINTED SILVER IN COLOR.  IT IS SUPPORTED BY A 4 LEGGED
 DM1374'STEEL STRUCTURE.  THE OVERALL HEIGHT IS 133 FEET.
 DM1374'
 DM1374'THE BALL AT THE APEX OF THE ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1068 ***********************************************************************
 CU1068  DESIGNATION -  MUCHAKOOAGO MUSHAWAY PEAK
 CU1068  PID         -  CU1068
 CU1068  STATE/COUNTY-  TX/BORDEN
 CU1068  USGS QUAD   -  MUSHAWAY PEAK (1970)
 CU1068
 CU1068                         *CURRENT SURVEY CONTROL
 CU1068  ___________________________________________________________________
 CU1068* NAD 83(1993)-  32 43 26.71076(N)    101 24 03.76152(W)     ADJUSTED  
 CU1068* NAVD 88     -                                                        
 CU1068  ___________________________________________________________________
 CU1068  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 CU1068  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CU1068
 CU1068  HORZ ORDER  -  THIRD
 CU1068
 CU1068.The horizontal coordinates were established by classical geodetic methods
 CU1068.and adjusted by the National Geodetic Survey in February 1996..
 CU1068
 CU1068
 CU1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1068
 CU1068.The geoid height was determined by GEOID03.
 CU1068
 CU1068;                    North         East     Units Scale Factor Converg.
 CU1068;SPC TXNC     - 2,121,011.530   328,112.120   MT  0.99988886   -1 34 56.0
 CU1068;SPC TXNC     - 6,958,685.33  1,076,481.18   sFT  0.99988886   -1 34 56.0
 CU1068;UTM  14      - 3,623,249.524   274,981.293   MT  1.00022439   -1 17 54.7
 CU1068
 CU1068                          SUPERSEDED SURVEY CONTROL
 CU1068
 CU1068  NAD 83(1986)-  32 43 26.71703(N)    101 24 03.75256(W) AD(       ) 4
 CU1068  NAD 27      -  32 43 26.35000(N)    101 24 02.30500(W) AD(       ) 3
 CU1068
 CU1068.Superseded values are not recommended for survey control.
 CU1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1068.See file dsdata.txt to determine how the superseded data were derived.
 CU1068
 CU1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7498123250(NAD 83)
 CU1068_MARKER: 27 = RADIO RANGE MAST
 CU1068
 CU1068  HISTORY     - Date     Condition        Report By
 CU1068  HISTORY     - 1909     FIRST OBSERVED   CGS
 CU1068
 CU1068                          STATION DESCRIPTION
 CU1068
 CU1068'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2702 ***********************************************************************
 BY2702  DESIGNATION -  MUD
 BY2702  PID         -  BY2702
 BY2702  STATE/COUNTY-  TX/CHEROKEE
 BY2702  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY2702
 BY2702                         *CURRENT SURVEY CONTROL
 BY2702  ___________________________________________________________________
 BY2702* NAD 83(1993)-  31 55 45.86473(N)    095 05 53.93739(W)     ADJUSTED  
 BY2702* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 BY2702  ___________________________________________________________________
 BY2702  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BY2702  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BY2702
 BY2702  HORZ ORDER  -  THIRD
 BY2702
 BY2702.The horizontal coordinates were established by classical geodetic methods
 BY2702.and adjusted by the National Geodetic Survey in February 1996..
 BY2702
 BY2702.The orthometric height was scaled from a topographic map.
 BY2702
 BY2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2702
 BY2702.The geoid height was determined by GEOID03.
 BY2702
 BY2702;                    North         East     Units Scale Factor Converg.
 BY2702;SPC TX C     - 3,262,495.785 1,194,875.450   MT  1.00001270   +2 41 46.8
 BY2702;SPC TX C     -10,703,704.92  3,920,187.21   sFT  1.00001270   +2 41 46.8
 BY2702;SPC TXNC     - 2,034,344.680   921,645.808   MT  1.00006272   +1 51 18.9
 BY2702;SPC TXNC     - 6,674,345.84  3,023,766.29   sFT  1.00006272   +1 51 18.9
 BY2702;UTM  15      - 3,534,532.621   301,631.454   MT  1.00008532   -1 06 36.4
 BY2702
 BY2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2702!SPC TX C     -   0.99998360  x   1.00001270  =   0.99999629
 BY2702!SPC TXNC     -   0.99998360  x   1.00006272  =   1.00004631
 BY2702!UTM  15      -   0.99998360  x   1.00008532  =   1.00006891
 BY2702
 BY2702:                Primary Azimuth Mark                     Grid Az
 BY2702:SPC TX C     -  MUD AZ MK                                004 32 53.7
 BY2702:SPC TXNC     -  MUD AZ MK                                005 23 21.6
 BY2702:UTM  15      -  MUD AZ MK                                008 21 16.9
 BY2702
 BY2702|---------------------------------------------------------------------|
 BY2702| PID    Reference Object                     Distance      Geod. Az  |
 BY2702|                                                           dddmmss.s |
 BY2702| CV8894 MUD AZ MK                                          0071440.5 |
 BY2702| CV8895 MUD RM 1                              8.294 METERS 01837     |
 BY2702| CV8896 MUD RM 2                             11.147 METERS 17805     |
 BY2702|---------------------------------------------------------------------|
 BY2702
 BY2702                          SUPERSEDED SURVEY CONTROL
 BY2702
 BY2702  NAD 83(1986)-  31 55 45.87463(N)    095 05 53.92364(W) AD(       ) 3
 BY2702  NAD 27      -  31 55 45.26570(N)    095 05 53.12740(W) AD(       ) 3
 BY2702
 BY2702.Superseded values are not recommended for survey control.
 BY2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2702.See file dsdata.txt to determine how the superseded data were derived.
 BY2702
 BY2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR0163134533(NAD 83)
 BY2702_MARKER: DS = TRIANGULATION STATION DISK
 BY2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2702
 BY2702  HISTORY     - Date     Condition        Report By
 BY2702  HISTORY     - 1958     MONUMENTED       CGS
 BY2702  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2702
 BY2702                          STATION DESCRIPTION
 BY2702
 BY2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2702'STATION IS LOCATED ABOUT 11 MILES EAST OF JACKSONVILLE AND
 BY2702'ABOUT 5 MILES SOUTH OF NEW SUMMERFILED.  IT IS 27 FEET WEST
 BY2702'OF THE CENTER OF A GRAVEL ROAD AND 6 FEET WEST OF A WHITE
 BY2702'WITNESS POST AND FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES
 BY2702'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MUD 1958.
 BY2702'
 BY2702'REFERENCE MARK NUMBER ONE IS 21 FEET WEST OF THE CENTER OF THE
 BY2702'GRAVEL ROAD AND IN THE FENCE LINE.  THE MARK PROJECTS ABOUT 6
 BY2702'INCHES AND THE DISK IS STAMPED MUD NO 1 1958.
 BY2702'
 BY2702'REFERENCE MARK NUMBER TWO IS 22 FEET WEST OF THE CENTER OF
 BY2702'THE GRAVEL ROAD AND 1 FOOT WEST OF THE FENCE LINE.  THE MARK
 BY2702'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MUD NO 2 1958.
 BY2702'
 BY2702'AZIMUTH MARK IS 77 FEET NORTHEAST OF THE NORTHEAST CORNER
 BY2702'OF A HOUSE, 59 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND
 BY2702'1 FOOT SOUTH OF A WHITE WITNESS POST AND FENCE LINE.  THE
 BY2702'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MUD 1958.
 BY2702'
 BY2702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NUMBER
 BY2702'79 AND STATE HIGHWAY NUMBER 110 IN NEW SUMMERFIELD GO SOUTH
 BY2702'ON STATE HIGHWAY NUMBER 110 FOR 1.6 MILE TO A SIDE ROAD RIGHT,
 BY2702'TURN RIGHT FOR 0.2 MILE TO A T ROAD, TURN LEFT FOR 0.8 MILE TO
 BY2702'A SIDE ROAD RIGHT, CONTINUE SOUTH ON GRAVEL ROAD FOR 1.0 MILE
 BY2702'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE FOR
 BY2702'0.3 MILE TO THE STATION ON THE RIGHT.
 BY2702'
 BY2702'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BY2702
 BY2702                          STATION RECOVERY (1996)
 BY2702
 BY2702'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0610 ***********************************************************************
 DP0610  DESIGNATION -  MUD
 DP0610  PID         -  DP0610
 DP0610  STATE/COUNTY-  TX/DICKENS
 DP0610  USGS QUAD   -  SMITH TANK (1981)
 DP0610
 DP0610                         *CURRENT SURVEY CONTROL
 DP0610  ___________________________________________________________________
 DP0610* NAD 83(1993)-  33 27 42.09874(N)    101 00 12.74691(W)     ADJUSTED  
 DP0610* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 DP0610  ___________________________________________________________________
 DP0610  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 DP0610  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DP0610
 DP0610  HORZ ORDER  -  FIRST
 DP0610
 DP0610.The horizontal coordinates were established by classical geodetic methods
 DP0610.and adjusted by the National Geodetic Survey in February 1996..
 DP0610
 DP0610.The orthometric height was scaled from a topographic map.
 DP0610
 DP0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0610
 DP0610.The geoid height was determined by GEOID03.
 DP0610
 DP0610;                    North         East     Units Scale Factor Converg.
 DP0610;SPC TXNC     - 2,201,825.375   367,307.938   MT  0.99989815   -1 21 55.5
 DP0610;SPC TXNC     - 7,223,822.08  1,205,076.13   sFT  0.99989815   -1 21 55.5
 DP0610;UTM  14      - 3,704,267.751   313,803.442   MT  1.00002744   -1 06 18.1
 DP0610
 DP0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0610!SPC TXNC     -   0.99988434  x   0.99989815  =   0.99978250
 DP0610!UTM  14      -   0.99988434  x   1.00002744  =   0.99991177
 DP0610
 DP0610|---------------------------------------------------------------------|
 DP0610| PID    Reference Object                     Distance      Geod. Az  |
 DP0610|                                                           dddmmss.s |
 DP0610| CJ7149 MUD RM 1                              8.785 METERS 17902     |
 DP0610| CJ7148 MUD AZ MK                                          1820130.6 |
 DP0610| CJ7150 MUD RM 2                             13.145 METERS 32114     |
 DP0610|---------------------------------------------------------------------|
 DP0610
 DP0610                          SUPERSEDED SURVEY CONTROL
 DP0610
 DP0610  NAD 83(1993)-  33 27 42.10223(N)    101 00 12.74301(W) AD(       ) 1
 DP0610  NAD 83(1986)-  33 27 42.10335(N)    101 00 12.73848(W) AD(       ) 1
 DP0610  NAD 27      -  33 27 41.78513(N)    101 00 11.24616(W) AD(       ) 1
 DP0610
 DP0610.Superseded values are not recommended for survey control.
 DP0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0610.See file dsdata.txt to determine how the superseded data were derived.
 DP0610
 DP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1380304268(NAD 83)
 DP0610_MARKER: DS = TRIANGULATION STATION DISK
 DP0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0610
 DP0610  HISTORY     - Date     Condition        Report By
 DP0610  HISTORY     - 1968     MONUMENTED       CGS
 DP0610
 DP0610                          STATION DESCRIPTION
 DP0610
 DP0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0610'THE STATION IS LOCATED, AIRLINE, ABOUT 29 MILES NORTHEAST OF
 DP0610'POST, 18-1/2 MILES SOUTHEAST OF CROSBYTON, AND 8 MILES WEST
 DP0610'OF SPUR AND ON THE PROPERTY OF THE MC GINTY RANCH.
 DP0610'
 DP0610'TO REACH THE STATION FROM THE POST OFFICE IN SPUR, GO SOUTH ON
 DP0610'LOOP 21 FOR 0.1 MILE TO THE JUNCTION OF FARM ROAD 836.  TURN
 DP0610'RIGHT ON FARM ROAD 836 AND GO 1.1 MILES TO A FORK, KEEP THE
 DP0610'LEFT FORK LEAVING FARM ROAD 836 AND GO 0.3 MILE TO WHERE THE MAIN
 DP0610'ROAD TURNS LEFT.  TURN LEFT AND FOLLOW THE SURFACED ROAD FOR 3.9
 DP0610'MILES TO A LARGE STORAGE TANK ON THE RIGHT, CONTINUE ON THE MAIN
 DP0610'ROAD FOR 2.5 MILES TO A CORRAL ON THE RIGHT.  CONTINUE WEST ON
 DP0610'THE MAIN ROAD FOR 1.15 MILES TO AN OFFSET CROSSROAD, TURN LEFT,
 DP0610'SOUTH, AND GO 0.05 MILE TO A FORK.  KEEP THE LEFT FORK AND GO 0.5
 DP0610'MILE TO THE STATION ON THE LEFT ON TOP OF A SMALL KNOLL.
 DP0610'STATION IS A 50 YARD PACK.  TO REACH THE AZIMUTH MARK CONTINUE
 DP0610'SOUTH ON THE BLADED ROAD FOR 0.3 MILE TO THE AZIMUTH ON THE
 DP0610'LEFT ABOUT 100 FEET EAST OF THE ROAD.
 DP0610'
 DP0610'STATION MARK IS A STANDARD DISK, STAMPED MUD 1964, SET IN THE
 DP0610'TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 DP0610'AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 173
 DP0610'FEET EAST OF THE CENTER OF THE BLADED ROAD, 29 FEET NORTH OF THE
 DP0610'SOUTH EDGE OF THE RISE, 20 FEET EAST OF THE WEST EDGE OF THE
 DP0610'RISE, 6.0 FEET NORTH OF A METAL WITNESS POST AND ON THE HIGHEST
 DP0610'POINT OF THE KNOLL.
 DP0610'
 DP0610'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MUD 1964, CEMENTED
 DP0610'IN A DRILL HOLE IN BEDROCK WITH 4 BY 4 FEET EXPOSED AND FLUSH WITH
 DP0610'THE GROUND SURFACE.  IT IS ON THE SOUTH EDGE OF THE RISE, 25.8
 DP0610'FEET SOUTH OF A METAL WITNESS POST AND ABOUT 1 FOOT LOWER THAN
 DP0610'THE STATION.
 DP0610'
 DP0610'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, MUD 1964, CEMENTED
 DP0610'IN A DRILL HOLE IN BEDROCK WITH 1 BY 3 FEET EXPOSED AND FLUSH
 DP0610'WITH THE GROUND SURFACE.  IT IS ON THE WEST EDGE OF THE RISE,
 DP0610'43.5 FEET WEST OF A METAL WITNESS POST AND ABOUT 1 FOOT LOWER
 DP0610'THAN THE STATION.
 DP0610'
 DP0610'AZIMUTH MARK IS A STANDARD DISK, STAMPED MUD 1964, CEMENTED IN A
 DP0610'DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH IS ABOUT 6 BY 5 FEET
 DP0610'AND PROJECTS ABOUT 2-1/2 FEET ABOVE THE GROUND SURFACE.  IT IS
 DP0610'88 FEET EAST OF THE BLADED ROAD, 64 FEET EAST OF A WIRE FENCE,
 DP0610'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 DP0610'
 DP0610'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1645 ***********************************************************************
 AH1645  DESIGNATION -  MUD
 AH1645  PID         -  AH1645
 AH1645  STATE/COUNTY-  TX/NUECES
 AH1645  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1645
 AH1645                         *CURRENT SURVEY CONTROL
 AH1645  ___________________________________________________________________
 AH1645* NAD 83(1993)-  27 49 46.93979(N)    097 24 29.88304(W)     ADJUSTED  
 AH1645* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 AH1645  ___________________________________________________________________
 AH1645  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1645  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH1645
 AH1645  HORZ ORDER  -  THIRD
 AH1645
 AH1645.The horizontal coordinates were established by classical geodetic methods
 AH1645.and adjusted by the National Geodetic Survey in February 1996..
 AH1645
 AH1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1645
 AH1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1645
 AH1645.The geoid height was determined by GEOID03.
 AH1645
 AH1645;                    North         East     Units Scale Factor Converg.
 AH1645;SPC TX S     - 5,240,120.355   407,548.467   MT  0.99999908   +0 29 44.3
 AH1645;SPC TX S     -17,191,961.53  1,337,098.60   sFT  0.99999908   +0 29 44.3
 AH1645;UTM  14      - 3,079,354.879   656,756.674   MT  0.99990330   +0 44 35.6
 AH1645
 AH1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1645!SPC TX S     -   1.00000284  x   0.99999908  =   1.00000192
 AH1645!UTM  14      -   1.00000284  x   0.99990330  =   0.99990614
 AH1645
 AH1645                          SUPERSEDED SURVEY CONTROL
 AH1645
 AH1645  NAD 83(1986)-  27 49 46.94159(N)    097 24 29.86138(W) AD(       ) 3
 AH1645  NGVD 29 (06/28/90)    8.7    (m)           29.     (f) VERT ANG       
 AH1645
 AH1645.Superseded values are not recommended for survey control.
 AH1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1645.See file dsdata.txt to determine how the superseded data were derived.
 AH1645
 AH1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5675779355(NAD 83)
 AH1645_MARKER: DD = SURVEY DISK
 AH1645_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH1645_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 AH1645_STAMPING: MUD 1989
 AH1645_MARK LOGO: NOS   
 AH1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1645+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 AH1645
 AH1645  HISTORY     - Date     Condition        Report By
 AH1645  HISTORY     - 1989     MONUMENTED       NOS
 AH1645  HISTORY     - 20040723 GOOD             USACE
 AH1645
 AH1645                          STATION DESCRIPTION
 AH1645
 AH1645'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AH1645'THE STATION IS LOCATED ON THE N SIDE OF THE CORPUS CHRISTI HARBOR
 AH1645'CANAL IN CORPUS CHRISTI, TX.  IT IS APPROXIMATELY 550 M (1804.5 FT) SE
 AH1645'OF THE TIP OF AVERY POINT AND ON THE HIGHEST SPOIL BANK.
 AH1645'TO REACH THE STATION FROM THE CORPUS CHRISTI HARBOR BRIDGE G0 NORTH
 AH1645'OVER THE BRIDGE AND TAKE FIRST EXIT AND PROCEED UNDER THE BRIDGE UNTIL
 AH1645'REACHING NAVIGATION BLVD.  TURN RIGHT ON NAVIGATION BLVD AND PROCEED
 AH1645'1.45 MI TO A SIDE ROAD RIGHT AND JUST BEFORE THE TEXAS SUNBELT CEMENT
 AH1645'CO. OFFICE.  TURN RIGHT HEADING N AND PASS THROUGH A GATE FOR 0.75 MI
 AH1645'TO A FORK.  BEAR RIGHT AT THE FORK FOR 0.3 MI TO THE HIGHEST POINT OF
 AH1645'THE SPOIL AREA AND STATION.
 AH1645'THE STATION IS A STANDARD NOS ALUMINUM DISK SET IN THE TOP OF A ROD
 AH1645'THAT WAS DRIVEN INTO THE GROUND AND SURROUNDED BY A MASS OF CONCRETE.
 AH1645'IT IS LOCATED APPROXIMATELY 91.44 M (300.0 FT) N OF A LEVEE SEPARATING
 AH1645'TWO SPOIL AREAS AND APPROXIMATELY 91.44 M (300.0 FT) W OF THE W SPOIL
 AH1645'AREA.  IT IS 7.59 M (24.9 FT) WSW OF THE HIGHEST POINT OF THE BANK AND
 AH1645'2.08 M (6.8 FT) WNW OF A TWO BY TWO WOODEN STAKE.
 AH1645
 AH1645                          STATION RECOVERY (2004)
 AH1645
 AH1645'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (ULG)
 AH1645'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6791 ***********************************************************************
 AW6791  DESIGNATION -  MUD ISLAND NORTH BASE USE 1906
 AW6791  PID         -  AW6791
 AW6791  STATE/COUNTY-  TX/BRAZORIA
 AW6791  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6791
 AW6791                         *CURRENT SURVEY CONTROL
 AW6791  ___________________________________________________________________
 AW6791* NAD 83(1993)-  29 05 54.02263(N)    095 09 10.54014(W)     ADJUSTED  
 AW6791* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6791  ___________________________________________________________________
 AW6791  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AW6791  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW6791
 AW6791  HORZ ORDER  -  THIRD
 AW6791
 AW6791.The horizontal coordinates were established by classical geodetic methods
 AW6791.and adjusted by the National Geodetic Survey in February 1996..
 AW6791
 AW6791.The orthometric height was scaled from a topographic map.
 AW6791
 AW6791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6791
 AW6791.The geoid height was determined by GEOID03.
 AW6791
 AW6791;                    North         East     Units Scale Factor Converg.
 AW6791;SPC TXSC     - 4,146,354.700   974,383.588   MT  0.99987171   +1 53 05.0
 AW6791;SPC TXSC     -13,603,498.71  3,196,790.15   sFT  0.99987171   +1 53 05.0
 AW6791;UTM  15      - 3,220,795.805   290,477.589   MT  1.00014175   -1 02 50.5
 AW6791
 AW6791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6791!SPC TXSC     -   1.00000401  x   0.99987171  =   0.99987572
 AW6791!UTM  15      -   1.00000401  x   1.00014175  =   1.00014576
 AW6791
 AW6791:                Primary Azimuth Mark                     Grid Az
 AW6791:SPC TXSC     -  MOTTO                                    091 55 39.9
 AW6791:UTM  15      -  MOTTO                                    094 51 35.4
 AW6791
 AW6791|---------------------------------------------------------------------|
 AW6791| PID    Reference Object                     Distance      Geod. Az  |
 AW6791|                                                           dddmmss.s |
 AW6791| AW0646 MOTTO                               APPROX. 4.1 KM 0934844.9 |
 AW6791|---------------------------------------------------------------------|
 AW6791
 AW6791                          SUPERSEDED SURVEY CONTROL
 AW6791
 AW6791  NAD 83(1986)-  29 05 54.03315(N)    095 09 10.52127(W) AD(       ) 3
 AW6791  NAD 27      -  29 05 53.16300(N)    095 09 09.77000(W) AD(       ) 3
 AW6791
 AW6791.Superseded values are not recommended for survey control.
 AW6791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6791.See file dsdata.txt to determine how the superseded data were derived.
 AW6791
 AW6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9047820796(NAD 83)
 AW6791_MARKER: P = PIPE CAP
 AW6791_SETTING: 0 = UNSPECIFIED SETTING
 AW6791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6791
 AW6791  HISTORY     - Date     Condition        Report By
 AW6791  HISTORY     - 1906     MONUMENTED       USE
 AW6791  HISTORY     - 1933     GOOD             CGS
 AW6791  HISTORY     - 1947     GOOD             CGS
 AW6791  HISTORY     - 1960     GOOD             CGS
 AW6791  HISTORY     - 1969     GOOD             CGS
 AW6791  HISTORY     - 1970     GOOD             TEXACO
 AW6791  HISTORY     - 1976     POOR             LOCENG
 AW6791
 AW6791                          STATION DESCRIPTION
 AW6791
 AW6791'DESCRIBED BY US ENGINEERS 1906
 AW6791'ON THE N SHORE OF MUD ISLAND, 700 METERS SE OF THE ENTRANCE
 AW6791'TO THE CANAL LEADING TO THE BRAZOS RIVER, AND 200 METERS
 AW6791'BACK OF THE GRASS LINE AT THE SHORE OF WEST BAY.  THE TRUNK
 AW6791'OF A LARGE TREE LIES 66 METERS INSHORE FROM THE STATION.
 AW6791'
 AW6791'THE STATION IS MARKED BY TWO U.S.E. BRONZE STATION DISKS,
 AW6791'ONE SET IN CONCRETE AT THE SURFACE AND THE OTHER DIRECTLY UNDER
 AW6791'IT.
 AW6791'
 AW6791'A BRONZE REFERENCE DISK SET IN THE TOP OF A 4-INCH TILE IS
 AW6791'16.48 METERS FROM THE STATION S 27 DEG 20 MIN W.
 AW6791
 AW6791                          STATION RECOVERY (1933)
 AW6791
 AW6791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6791'ON THE NW SHORE OF MUD ISLAND, ON A LOW SHELL RIDGE, 195
 AW6791'METERS SW OF NW SHORE (MEAN HIGH WATER) OF MUD ISLAND, AND
 AW6791'782 METERS SE OF MUD ISLAND BEACON NO. 1.
 AW6791'
 AW6791'STATION IS MARKED WITH A 3-INCH PIPE AND CAP MARKER OF THE
 AW6791'U.S.E.  SUBSURFACE MARK IS SAME AS SURFACE MARKER.  NO R.M.S
 AW6791'SET.
 AW6791'
 AW6791'TITLUM-TATLUM ISLAND CAMP CHIMNEY S 12 DEG E.
 AW6791
 AW6791                          STATION RECOVERY (1947)
 AW6791
 AW6791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6791'STATION RECOVERED AS DESCRIBED BY E.O.H. IN 1933, WITH THE
 AW6791'FOLLOWING EXCEPTIONS--
 AW6791'
 AW6791'1.  STATION IS ON THE NE SHORE OF MUD ISLAND-NOT NW SHORE.
 AW6791'
 AW6791'2.  CONDITION OF THE MARK IS POOR (VERY RUSTY).  THE CONCRETE
 AW6791'BASE IS IN GOOD CONDITION.
 AW6791
 AW6791                          STATION RECOVERY (1960)
 AW6791
 AW6791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6791'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 AW6791'ADEQUATE WITH THE FOLLOWING ADDITION.
 AW6791'
 AW6791'(1) A METAL POST WITH WHITE SIGN ATTACHED WAS DRIVEN BESIDE
 AW6791'THE STATION.
 AW6791
 AW6791                          STATION RECOVERY (1969)
 AW6791
 AW6791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DMF)
 AW6791'RECOVERED.  THE DESCRIPTION BY J.K.W IN 1960 IS ADEQUATE FOR
 AW6791'FUTURE RECOVERY.
 AW6791
 AW6791                          STATION RECOVERY (1970)
 AW6791
 AW6791'RECOVERY NOTE BY TEXACO INCORPORATED 1970 (CKH)
 AW6791'MUD ISLAND NORTH BASE-STATION RECOVERED IN GOOD CONDITION
 AW6791
 AW6791                          STATION RECOVERY (1976)
 AW6791
 AW6791'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LR)
 AW6791'MARK IS IN POOR CONDITION.
 AW6791'
 AW6791'THE METAL POST IS BESIDE THE STATION THE WHITE SIGN IS GONE.
 AW6791'
 AW6791'DISTANCE AND DIRECTION FROM NEAREST TOWN--ON THE N SHORE OF MUD
 AW6791'ISLAND 700 METERS SE OF ENT. BLUZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0899 ***********************************************************************
 BM0899  DESIGNATION -  MUELLER MUN AIRPORT AP STA A 2
 BM0899  PID         -  BM0899
 BM0899  STATE/COUNTY-  TX/TRAVIS
 BM0899  USGS QUAD   -  AUSTIN EAST (1988)
 BM0899
 BM0899                         *CURRENT SURVEY CONTROL
 BM0899  ___________________________________________________________________
 BM0899* NAD 83(1993)-  30 18 18.52880(N)    097 42 29.99347(W)     ADJUSTED  
 BM0899* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 BM0899  ___________________________________________________________________
 BM0899  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 BM0899  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BM0899
 BM0899  HORZ ORDER  -  THIRD
 BM0899
 BM0899.This mark is at Robert Mueller Muni (AUS) Airport (AUS)
 BM0899
 BM0899.The horizontal coordinates were established by classical geodetic methods
 BM0899.and adjusted by the National Geodetic Survey in February 1996..
 BM0899
 BM0899.The orthometric height was scaled from a topographic map.
 BM0899
 BM0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0899
 BM0899.The geoid height was determined by GEOID03.
 BM0899
 BM0899;                    North         East     Units Scale Factor Converg.
 BM0899;SPC TX C     - 3,073,758.833   952,463.411   MT  0.99995503   +1 21 07.3
 BM0899;SPC TX C     -10,084,490.44  3,124,873.71   sFT  0.99995503   +1 21 07.3
 BM0899;SPC TXSC     - 4,274,641.052   724,243.500   MT  1.00000637   +0 37 58.1
 BM0899;SPC TXSC     -14,024,384.85  2,376,122.22   sFT  1.00000637   +0 37 58.1
 BM0899;UTM  14      - 3,353,305.400   624,200.737   MT  0.99979031   +0 39 06.7
 BM0899
 BM0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0899!SPC TX C     -   0.99997405  x   0.99995503  =   0.99992908
 BM0899!SPC TXSC     -   0.99997405  x   1.00000637  =   0.99998042
 BM0899!UTM  14      -   0.99997405  x   0.99979031  =   0.99976437
 BM0899
 BM0899:                Primary Azimuth Mark                     Grid Az
 BM0899:SPC TX C     -  MUELLER MUNICIPAL APT AP STA C           132 17 54.0
 BM0899:SPC TXSC     -  MUELLER MUNICIPAL APT AP STA C           133 01 03.2
 BM0899:UTM  14      -  MUELLER MUNICIPAL APT AP STA C           132 59 54.6
 BM0899
 BM0899|---------------------------------------------------------------------|
 BM0899| PID    Reference Object                     Distance      Geod. Az  |
 BM0899|                                                           dddmmss.s |
 BM0899| BM0884 MUELLER MUNICIPAL APT AP STA C      APPROX. 1.2 KM 1333901.3 |
 BM0899| BM0883 MUELLER MUN APT CONTROL TOWER       APPROX. 1.7 KM 1481718.1 |
 BM0899|---------------------------------------------------------------------|
 BM0899
 BM0899                          SUPERSEDED SURVEY CONTROL
 BM0899
 BM0899  NAD 83(1986)-  30 18 18.54744(N)    097 42 29.97639(W) AD(       ) 3
 BM0899  NAD 27      -  30 18 17.79700(N)    097 42 28.95300(W) AD(       ) 3
 BM0899
 BM0899.Superseded values are not recommended for survey control.
 BM0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0899.See file dsdata.txt to determine how the superseded data were derived.
 BM0899
 BM0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2420153305(NAD 83)
 BM0899_MARKER: DT = TOPOGRAPHIC STATION DISK
 BM0899_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BM0899_STAMPING: AP 1961 STA A2
 BM0899_MARK LOGO: CGS   
 BM0899_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BM0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0899
 BM0899  HISTORY     - Date     Condition        Report By
 BM0899  HISTORY     - 1961     MONUMENTED       CGS
 BM0899  HISTORY     - 1961     GOOD             CGS
 BM0899  HISTORY     - 1973     GOOD             NGS
 BM0899  HISTORY     - 19900615 GOOD             NGS
 BM0899  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM0899
 BM0899                          STATION DESCRIPTION
 BM0899
 BM0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WLM)
 BM0899'STATION IS LOCATED AT THE MUNICIPAL AIRPORT, AUSTIN, TEXAS,
 BM0899'SET IN A STANDARD MONUMENT OFFSET 48.09 FT N OF THE NW END
 BM0899'OF RWY 12R.  IT IS 101 FT NE OF A 4X4 CONCRETE LIGHT BASE
 BM0899'(NORTHERN MOST OF FIVE) AND IS 213.6 FT NW OF THE EDGE OF
 BM0899'TAXIWAY AND NEW PAVING OVERLAP.  STATION IS A STANDARD USC
 BM0899'AND GS TOPOGRAPHIC DISK STAMPED STA A2 AP 1961.
 BM0899
 BM0899                          STATION RECOVERY (1961)
 BM0899
 BM0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MLG)
 BM0899'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION.
 BM0899'
 BM0899'STAMPED STA A AP 1961
 BM0899
 BM0899                          STATION RECOVERY (1973)
 BM0899
 BM0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 BM0899'THE STATION IS LOCATED AT THE ROBERT MUELLER MUNICIPAL AIRPORT
 BM0899'AUSTIN, TEXAS NEAR RUNWAY END 12R.  IT IS 60.2 FT SE OF THE
 BM0899'NORTHERN MOST THRESHOLD LIGHT, 20.9 FT N OF THE 2ND TAXIWAY
 BM0899'LIGHT.
 BM0899'
 BM0899'THE STATION IS A STANDARD TOPO DISK STAMPED AP 1961 STA A
 BM0899'SET IN A CONCRETE POST 8 IN BELOW THE GROUND.
 BM0899
 BM0899                          STATION RECOVERY (1990)
 BM0899
 BM0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BM0899'THE STATION IS LOCATED AT RUNWAY END 13R, 60.2 FT (18.3 M) SE OF THE
 BM0899'NORTHEASTERNMOST THRESHOLD LIGHT, 20.9 FT (6.4 M) NORTH OF THE 1ST
 BM0899'TAXIWAY LIGHT AND 47.0 FT (14.3 M) SSE OF THE REIL LIGHT LOCATED AT
 BM0899'END 13R.  THE STATION IS A STANDARD TOPO DISK STAMPED AP 1961 STA A2
 BM0899'SET IN A CONCRETE POST 8 INCHES BELOW THE GROUND.  NOTE, THIS IS ALSO
 BM0899'NGS STATION QUAD 300973 STA 1012.
 BM0899
 BM0899                          STATION RECOVERY (2001)
 BM0899
 BM0899'RECOVERY NOTE BY US POWER SQUADRON 2001 (CVS)
 BM0899'AIRPORT IS NO LONGER IN USE.  MARKS HAVE BEEN COVERED OVER WITH SOD.
 BM0899'MOST LANDING LIGHTS AND SIGNS NO LONGER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0883 ***********************************************************************
 BM0883  DESIGNATION -  MUELLER MUN APT CONTROL TOWER
 BM0883  PID         -  BM0883
 BM0883  STATE/COUNTY-  TX/TRAVIS
 BM0883  USGS QUAD   -  AUSTIN EAST (1988)
 BM0883
 BM0883                         *CURRENT SURVEY CONTROL
 BM0883  ___________________________________________________________________
 BM0883* NAD 83(1993)-  30 17 31.07184(N)    097 41 56.20405(W)     ADJUSTED  
 BM0883* NAVD 88     -                                                        
 BM0883  ___________________________________________________________________
 BM0883  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 BM0883  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BM0883
 BM0883  HORZ ORDER  -  THIRD
 BM0883
 BM0883.This mark is at Robert Mueller Muni (AUS) Airport (AUS)
 BM0883
 BM0883.The horizontal coordinates were established by classical geodetic methods
 BM0883.and adjusted by the National Geodetic Survey in February 1996..
 BM0883
 BM0883
 BM0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0883
 BM0883.The geoid height was determined by GEOID03.
 BM0883
 BM0883;                    North         East     Units Scale Factor Converg.
 BM0883;SPC TX C     - 3,072,319.269   953,400.553   MT  0.99995782   +1 21 24.7
 BM0883;SPC TX C     -10,079,767.47  3,127,948.31   sFT  0.99995782   +1 21 24.7
 BM0883;SPC TXSC     - 4,273,189.765   725,162.539   MT  1.00000250   +0 38 14.7
 BM0883;SPC TXSC     -14,019,623.42  2,379,137.43   sFT  1.00000250   +0 38 14.7
 BM0883;UTM  14      - 3,351,854.727   625,120.063   MT  0.99979313   +0 39 22.8
 BM0883
 BM0883                          SUPERSEDED SURVEY CONTROL
 BM0883
 BM0883  NAD 83(1986)-  30 17 31.09055(N)    097 41 56.18671(W) AD(       ) 4
 BM0883  NAD 27      -  30 17 30.33800(N)    097 41 55.16600(W) AD(       ) 3
 BM0883
 BM0883.Superseded values are not recommended for survey control.
 BM0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0883.See file dsdata.txt to determine how the superseded data were derived.
 BM0883
 BM0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2512051855(NAD 83)
 BM0883_MARKER: 58 = CONTROL TOWER
 BM0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0883+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BM0883
 BM0883  HISTORY     - Date     Condition        Report By
 BM0883  HISTORY     - 1961     FIRST OBSERVED   CGS
 BM0883  HISTORY     - 1965     GOOD             CGS
 BM0883  HISTORY     - 1973     GOOD             NGS
 BM0883  HISTORY     - 19980321 GOOD             USPSQD
 BM0883  HISTORY     - 19980602 GOOD             USPSQD
 BM0883  HISTORY     - 20050312 GOOD             USPSQD
 BM0883
 BM0883                          STATION DESCRIPTION
 BM0883
 BM0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WLM)
 BM0883'A NEW AIRPORT TERMINAL BUILDING AND TOWER WAS UNDER CONSTRUCTION
 BM0883'AT THE TIME OF SURVEY.
 BM0883'
 BM0883'THE BEACON HAD NOT BEEN INSTALLED AT THIS TIME, BUT THE CENTER
 BM0883'OF THE BASE SUPPORT WAS LOCATED.
 BM0883
 BM0883                          STATION RECOVERY (1965)
 BM0883
 BM0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 BM0883'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION
 BM0883'AND THE BEACON HAS BEEN PUT IN PLACE.
 BM0883
 BM0883                          STATION RECOVERY (1973)
 BM0883
 BM0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 BM0883'RECOVERED AS DESCRIBED.
 BM0883
 BM0883                          STATION RECOVERY (1998)
 BM0883
 BM0883'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0883'RECOVERED IN GOOD CONDITION.
 BM0883
 BM0883                          STATION RECOVERY (1998)
 BM0883
 BM0883'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0883'RECOVERED IN GOOD CONDITION.
 BM0883
 BM0883                          STATION RECOVERY (2005)
 BM0883
 BM0883'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0883'THE AIRPORT IS NO LONGER OPERATIONAL BUT THE CONTROL TOWER STILL
 BM0883'STANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0884 ***********************************************************************
 BM0884  DESIGNATION -  MUELLER MUNICIPAL APT AP STA C
 BM0884  PID         -  BM0884
 BM0884  STATE/COUNTY-  TX/TRAVIS
 BM0884  USGS QUAD   -  AUSTIN EAST (1988)
 BM0884
 BM0884                         *CURRENT SURVEY CONTROL
 BM0884  ___________________________________________________________________
 BM0884* NAD 83(1993)-  30 17 52.61146(N)    097 41 58.68617(W)     ADJUSTED  
 BM0884* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 BM0884  ___________________________________________________________________
 BM0884  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 BM0884  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BM0884
 BM0884  HORZ ORDER  -  THIRD
 BM0884
 BM0884.This mark is at Robert Mueller Muni (AUS) Airport (AUS)
 BM0884
 BM0884.The horizontal coordinates were established by classical geodetic methods
 BM0884.and adjusted by the National Geodetic Survey in February 1996..
 BM0884
 BM0884.The orthometric height was scaled from a topographic map.
 BM0884
 BM0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0884
 BM0884.The geoid height was determined by GEOID03.
 BM0884
 BM0884;                    North         East     Units Scale Factor Converg.
 BM0884;SPC TX C     - 3,072,980.769   953,318.543   MT  0.99995655   +1 21 23.4
 BM0884;SPC TX C     -10,081,937.74  3,127,679.25   sFT  0.99995655   +1 21 23.4
 BM0884;SPC TXSC     - 4,273,852.274   725,088.839   MT  1.00000425   +0 38 13.4
 BM0884;SPC TXSC     -14,021,797.00  2,378,895.63   sFT  1.00000425   +0 38 13.4
 BM0884;UTM  14      - 3,352,517.072   625,046.158   MT  0.99979291   +0 39 22.0
 BM0884
 BM0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0884!SPC TX C     -   0.99997468  x   0.99995655  =   0.99993123
 BM0884!SPC TXSC     -   0.99997468  x   1.00000425  =   0.99997893
 BM0884!UTM  14      -   0.99997468  x   0.99979291  =   0.99976760
 BM0884
 BM0884:                Primary Azimuth Mark                     Grid Az
 BM0884:SPC TX C     -  MUELLER MUN APT CONTROL TOWER            172 55 58.1
 BM0884:SPC TXSC     -  MUELLER MUN APT CONTROL TOWER            173 39 08.1
 BM0884:UTM  14      -  MUELLER MUN APT CONTROL TOWER            173 37 59.5
 BM0884
 BM0884|---------------------------------------------------------------------|
 BM0884| PID    Reference Object                     Distance      Geod. Az  |
 BM0884|                                                           dddmmss.s |
 BM0884| BM0883 MUELLER MUN APT CONTROL TOWER       APPROX. 0.7 KM 1741721.5 |
 BM0884| BM0890 AUS ARP                              93.791 METERS 20900     |
 BM0884| BM0899 MUELLER MUN AIRPORT AP STA A 2      APPROX. 1.2 KM 3133917.1 |
 BM0884|---------------------------------------------------------------------|
 BM0884
 BM0884                          SUPERSEDED SURVEY CONTROL
 BM0884
 BM0884  NAD 83(1986)-  30 17 52.63020(N)    097 41 58.66899(W) AD(       ) 3
 BM0884  NAD 27      -  30 17 51.87800(N)    097 41 57.64700(W) AD(       ) 3
 BM0884
 BM0884.Superseded values are not recommended for survey control.
 BM0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0884.See file dsdata.txt to determine how the superseded data were derived.
 BM0884
 BM0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2504652517(NAD 83)
 BM0884_MARKER: DT = TOPOGRAPHIC STATION DISK
 BM0884_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BM0884_STAMPING: AP 1961 STA C
 BM0884_MARK LOGO: CGS   
 BM0884_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BM0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0884
 BM0884  HISTORY     - Date     Condition        Report By
 BM0884  HISTORY     - 1961     MONUMENTED       CGS
 BM0884  HISTORY     - 1965     GOOD             CGS
 BM0884  HISTORY     - 19860615 GOOD             NGS
 BM0884  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM0884
 BM0884                          STATION DESCRIPTION
 BM0884
 BM0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WLM)
 BM0884'STATION IS LOCATED AT THE MUNCIPAL AIRPORT, AUSTIN, TEXAS,
 BM0884'SET IN A STANDARD MONUMENT OFFSET 48.09 FT N OF N EDGE
 BM0884'OF RWY 30L.  IT IS 267.7 FT SW OF INTERSECTION OF W EDGE OF
 BM0884'NE-SW RWY AND NEW PAVING OVERLAP.  IT IS 598.5 FT E OF
 BM0884'INTERSECTION OF E EDGE OF TAXIWAY WITH N EDGE OF RWY 30L.  STATION
 BM0884'IS A STANDARD USC AND GS TOPOGRAPHIC DISK STAMPED STA C
 BM0884'AP 1961.
 BM0884
 BM0884                          STATION RECOVERY (1965)
 BM0884
 BM0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 BM0884'THE STATION WAS RECOVERED AS DESCRIBED IN 1961 IN GOOD CONDITION.
 BM0884
 BM0884                          STATION RECOVERY (1986)
 BM0884
 BM0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BM0884'STATION IS LOCATED AT THE ROBERT MUELLER MUNI AIRPORT NEAR THE
 BM0884'INTERSECTION OF RUNWAYS 13R-31L AND 3-21.  IT IS 48.09 FT (14.66 M) NE
 BM0884'OF THE NE EDGE OF RUNWAYS 13R-31L, 76.1 FT (23.2 M) N OF THE 1ST
 BM0884'RUNWAY LIGHT NW OF THE INTERSECTION AND 143.2 FT (43.6 M) W OF THE NW
 BM0884'CORNER OF A STORM DRAIN.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1961
 BM0884'STA C SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 BM0884'THE GROUND.  NOTE, GEODESY POSITION FROM QUAD 300973 STA 1015.
 BM0884
 BM0884                          STATION RECOVERY (2001)
 BM0884
 BM0884'RECOVERY NOTE BY US POWER SQUADRON 2001 (CVS)
 BM0884'AIRPORT IS NO LONGER IN USE.  MARKS HAVE BEEN COVERED OVER WITH SOD.
 BM0884'MOST LANDING LIGHTS AND SIGNS NO LONGER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1304 ***********************************************************************
 DN1304  DESIGNATION -  MUENSTER CATHOLIC CHURCH SPIRE
 DN1304  PID         -  DN1304
 DN1304  STATE/COUNTY-  TX/COOKE
 DN1304  USGS QUAD   -  MUENSTER WEST (1978)
 DN1304
 DN1304                         *CURRENT SURVEY CONTROL
 DN1304  ___________________________________________________________________
 DN1304* NAD 83(1993)-  33 39 17.77074(N)    097 22 33.40257(W)     ADJUSTED  
 DN1304* NAVD 88     -                                                        
 DN1304  ___________________________________________________________________
 DN1304  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DN1304  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN1304
 DN1304  HORZ ORDER  -  THIRD
 DN1304
 DN1304.The horizontal coordinates were established by classical geodetic methods
 DN1304.and adjusted by the National Geodetic Survey in February 1996..
 DN1304
 DN1304
 DN1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1304
 DN1304.The geoid height was determined by GEOID03.
 DN1304
 DN1304;                    North         East     Units Scale Factor Converg.
 DN1304;SPC TXNC     - 2,221,041.820   704,254.072   MT  0.99992792   +0 36 47.0
 DN1304;SPC TXNC     - 7,286,868.04  2,310,540.23   sFT  0.99992792   +0 36 47.0
 DN1304;UTM  14      - 3,725,080.037   650,589.494   MT  0.99987957   +0 54 00.7
 DN1304
 DN1304                          SUPERSEDED SURVEY CONTROL
 DN1304
 DN1304  NAD 83(1993)-  33 39 17.77087(N)    097 22 33.40158(W) AD(       ) 4
 DN1304  NAD 83(1986)-  33 39 17.78009(N)    097 22 33.39026(W) AD(       ) 4
 DN1304  NAD 27      -  33 39 17.39500(N)    097 22 32.31800(W) AD(       ) 3
 DN1304
 DN1304.Superseded values are not recommended for survey control.
 DN1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1304.See file dsdata.txt to determine how the superseded data were derived.
 DN1304
 DN1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC5058925080(NAD 83)
 DN1304_MARKER: 90 = CHURCH SPIRE
 DN1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1304+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2003
 DN1304
 DN1304  HISTORY     - Date     Condition        Report By
 DN1304  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1304  HISTORY     - 19950601 GOOD             USPSQD
 DN1304  HISTORY     - 20030907 GOOD             USPSQD
 DN1304
 DN1304                          STATION DESCRIPTION
 DN1304
 DN1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1304'THE STATION IS LOCATED 120 FEET NORTH FROM THE CENTER OF SIXTH
 DN1304'STREET AND 112 FEET EAST FROM THE CENTER OF MAIN STREET IN THE
 DN1304'TOWN OF MUENSTER.  IT IS JUST WEST OF THE CATHOLIC SACRED HEART
 DN1304'SCHOOL.
 DN1304'
 DN1304'IT IS A CREAM COLORED BRICK BUILDING WITH A TALL SLENDER
 DN1304'SPIRE PROJECTING FROM THE WEST END.  IT ALSO HAS A CIRCLED CROSS
 DN1304'FINIAL PROJECTING FROM THE SPIRE.
 DN1304'
 DN1304'THE SPIRE WAS OBSERVED AND HAS AN OVERALL HEIGHT OF 90 FEET.
 DN1304
 DN1304                          STATION RECOVERY (1995)
 DN1304
 DN1304'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1304'RECOVERED IN GOOD CONDITION.
 DN1304
 DN1304                          STATION RECOVERY (2003)
 DN1304
 DN1304'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 DN1304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1298 ***********************************************************************
 DN1298  DESIGNATION -  MUENSTER MUNICIPAL TANK
 DN1298  PID         -  DN1298
 DN1298  STATE/COUNTY-  TX/COOKE
 DN1298  USGS QUAD   -  MUENSTER EAST (1978)
 DN1298
 DN1298                         *CURRENT SURVEY CONTROL
 DN1298  ___________________________________________________________________
 DN1298* NAD 83(1993)-  33 39 02.56673(N)    097 22 29.53491(W)     ADJUSTED  
 DN1298* NAVD 88     -                                                        
 DN1298  ___________________________________________________________________
 DN1298  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DN1298  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN1298
 DN1298  HORZ ORDER  -  THIRD
 DN1298
 DN1298.The horizontal coordinates were established by classical geodetic methods
 DN1298.and adjusted by the National Geodetic Survey in February 1996..
 DN1298
 DN1298
 DN1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1298
 DN1298.The geoid height was determined by GEOID03.
 DN1298
 DN1298;                    North         East     Units Scale Factor Converg.
 DN1298;SPC TXNC     - 2,220,574.512   704,358.729   MT  0.99992715   +0 36 49.1
 DN1298;SPC TXNC     - 7,285,334.88  2,310,883.60   sFT  0.99992715   +0 36 49.1
 DN1298;UTM  14      - 3,724,613.281   650,696.486   MT  0.99987997   +0 54 02.5
 DN1298
 DN1298                          SUPERSEDED SURVEY CONTROL
 DN1298
 DN1298  NAD 83(1993)-  33 39 02.56674(N)    097 22 29.53406(W) AD(       ) 4
 DN1298  NAD 83(1986)-  33 39 02.57643(N)    097 22 29.52312(W) AD(       ) 4
 DN1298  NAD 27      -  33 39 02.19200(N)    097 22 28.45100(W) AD(       ) 3
 DN1298
 DN1298.Superseded values are not recommended for survey control.
 DN1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1298.See file dsdata.txt to determine how the superseded data were derived.
 DN1298
 DN1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC5069624613(NAD 83)
 DN1298_MARKER: 53 = ELEVATED TANK
 DN1298
 DN1298  HISTORY     - Date     Condition        Report By
 DN1298  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1298  HISTORY     - 19950601 GOOD             USPSQD
 DN1298  HISTORY     - 20030907 MARK NOT FOUND   USPSQD
 DN1298
 DN1298                          STATION DESCRIPTION
 DN1298
 DN1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1298'IT IS LOCATED 110 FEET NORTH FROM THE CENTER OF SECOND STREET
 DN1298'AND 57 FEET EAST FROM THE CENTER OF OAK STREET IN THE TOWN
 DN1298'OF MUENSTER.
 DN1298'
 DN1298'THE TANK IS SILVER IN COLOR AND IS SUPPORTED BY A 4-LEGGED
 DN1298'STEEL STRUCTURE WHICH IS PAINTED BLACK.  IT HAS AN OVERALL HEIGHT
 DN1298'OF 135 FEET.
 DN1298'
 DN1298'THE BALL AT APEX OF THE TANK WAS OBSERVED.
 DN1298
 DN1298                          STATION RECOVERY (1995)
 DN1298
 DN1298'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1298'RECOVERED IN GOOD CONDITION.
 DN1298
 DN1298                          STATION RECOVERY (2003)
 DN1298
 DN1298'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 DN1298'FOUR CONCRETE BASES WERE FOUND, TANK IS NO LONGER THERE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1574 ***********************************************************************
 AH1574  DESIGNATION -  MUJERES GRANDES WINDMILL
 AH1574  PID         -  AH1574
 AH1574  STATE/COUNTY-  TX/KLEBERG
 AH1574  USGS QUAD   -  LAURELES RANCH (1975)
 AH1574
 AH1574                         *CURRENT SURVEY CONTROL
 AH1574  ___________________________________________________________________
 AH1574* NAD 83(1993)-  27 30 22.07497(N)    097 30 25.24903(W)     ADJUSTED  
 AH1574* NAVD 88     -                                                        
 AH1574  ___________________________________________________________________
 AH1574  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AH1574  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AH1574
 AH1574  HORZ ORDER  -  THIRD
 AH1574
 AH1574.The horizontal coordinates were established by classical geodetic methods
 AH1574.and adjusted by the National Geodetic Survey in February 1996..
 AH1574
 AH1574
 AH1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1574
 AH1574.The geoid height was determined by GEOID03.
 AH1574
 AH1574;                    North         East     Units Scale Factor Converg.
 AH1574;SPC TX S     - 5,204,185.930   398,106.132   MT  0.99993350   +0 27 03.0
 AH1574;SPC TX S     -17,074,066.67  1,306,119.87   sFT  0.99993350   +0 27 03.0
 AH1574;UTM  14      - 3,043,383.514   647,467.631   MT  0.99986844   +0 41 22.7
 AH1574
 AH1574                          SUPERSEDED SURVEY CONTROL
 AH1574
 AH1574  NAD 83(1986)-  27 30 22.08733(N)    097 30 25.22414(W) AD(       ) 4
 AH1574  NAD 27      -  27 30 20.96600(N)    097 30 24.24900(W) AD(       ) 3
 AH1574
 AH1574.Superseded values are not recommended for survey control.
 AH1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1574.See file dsdata.txt to determine how the superseded data were derived.
 AH1574
 AH1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4746843384(NAD 83)
 AH1574_MARKER: 66 = WINDMILL
 AH1574
 AH1574  HISTORY     - Date     Condition        Report By
 AH1574  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1574
 AH1574                          STATION DESCRIPTION
 AH1574
 AH1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1574'LOCATED ON THE LAURELES SECTION OF KING RANCH, ABOUT 3.0 MILES
 AH1574'SE OF LAURELES RANCHHOUSE, ABOUT 2.0 MILES N OF ABANDONED
 AH1574'NAVY FIELD 14, ON OPEN RANGE 0.3 MILE E OF ROAD LEADING TO
 AH1574'ABANDONED NAVY FIELD 14, 300 FT. W OF A WATER HOLE, 160 FT.
 AH1574'E OF ANOTHER WATER HOLE AND 3 FT. N OF A CONCRETE WATER TANK.
 AH1574'
 AH1574'TO REACH FROM THE LAURELES RANCHHOUSE GO 0.2 MILE N TO Y
 AH1574'INTERSECTION OF SINGLE LANE PAVED ROADS, TURN SHARPLY TO THE E
 AH1574'TO PASS THROUGH BUMP GATE AND GO 0.4 MILE TO INTERSECTION WITH
 AH1574'AN UNPAVED ROAD TO THE SE, TURN SE (RIGHT) ON UNPAVED ROAD
 AH1574'AND GO 2.0 MILES TO A TRAIL TO THE E (LEFT), WINDMILL IS
 AH1574'VISIBLE FROM THIS POINT, TURN E ON TRAIL AND GO 0.3 MILE TO
 AH1574'WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0606 ***********************************************************************
 AO0606  DESIGNATION -  MULE
 AO0606  PID         -  AO0606
 AO0606  STATE/COUNTY-  TX/MCMULLEN
 AO0606  USGS QUAD   -  MULE CREEK (1969)
 AO0606
 AO0606                         *CURRENT SURVEY CONTROL
 AO0606  ___________________________________________________________________
 AO0606* NAD 83(1993)-  28 18 02.11795(N)    098 43 11.36775(W)     ADJUSTED  
 AO0606* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 AO0606  ___________________________________________________________________
 AO0606  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AO0606  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AO0606
 AO0606  HORZ ORDER  -  THIRD
 AO0606
 AO0606.The horizontal coordinates were established by classical geodetic methods
 AO0606.and adjusted by the National Geodetic Survey in February 1996..
 AO0606
 AO0606.The orthometric height was scaled from a topographic map.
 AO0606
 AO0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0606
 AO0606.The geoid height was determined by GEOID03.
 AO0606
 AO0606;                    North         East     Units Scale Factor Converg.
 AO0606;SPC TXSC     - 4,051,819.988   627,482.401   MT  1.00002478   +0 08 14.1
 AO0606;SPC TXSC     -13,293,346.08  2,058,665.18   sFT  1.00002478   +0 08 14.1
 AO0606;UTM  14      - 3,130,532.652   527,470.815   MT  0.99960931   +0 07 58.2
 AO0606
 AO0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0606!SPC TXSC     -   0.99998641  x   1.00002478  =   1.00001119
 AO0606!UTM  14      -   0.99998641  x   0.99960931  =   0.99959573
 AO0606
 AO0606:                Primary Azimuth Mark                     Grid Az
 AO0606:SPC TXSC     -  MULE AZ MK                               227 05 21.3
 AO0606:UTM  14      -  MULE AZ MK                               227 05 37.2
 AO0606
 AO0606|---------------------------------------------------------------------|
 AO0606| PID    Reference Object                     Distance      Geod. Az  |
 AO0606|                                                           dddmmss.s |
 AO0606| CV4880 MULE AZ MK                                         2271335.4 |
 AO0606| CV4881 MULE RM 1                            12.930 METERS 23104     |
 AO0606| CV4882 MULE RM 2                            14.744 METERS 33619     |
 AO0606|---------------------------------------------------------------------|
 AO0606
 AO0606                          SUPERSEDED SURVEY CONTROL
 AO0606
 AO0606  NAD 83(1986)-  28 18 02.12132(N)    098 43 11.34365(W) AD(       ) 3
 AO0606  NAD 27      -  28 18 01.12000(N)    098 43 10.27800(W) AD(       ) 3
 AO0606
 AO0606.Superseded values are not recommended for survey control.
 AO0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0606.See file dsdata.txt to determine how the superseded data were derived.
 AO0606
 AO0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS2747130533(NAD 83)
 AO0606_MARKER: DS = TRIANGULATION STATION DISK
 AO0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0606
 AO0606  HISTORY     - Date     Condition        Report By
 AO0606  HISTORY     - 1953     MONUMENTED       CGS
 AO0606
 AO0606                          STATION DESCRIPTION
 AO0606
 AO0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0606'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF TILDEN,
 AO0606'12 MILES SOUTHEAST OF FOWLERTON, 5 MILES EAST OF THE
 AO0606'MC MULLEN-LA SALLE COUNTY LINE, ON A LOW RIDGE BETWEEN MULE
 AO0606'AND FERNANDO CREEKS.  IT IS ON LAND OWNED BY MR. DOLPH BRISCO,
 AO0606'UVALDE, TEXAS.
 AO0606'
 AO0606'TO REACH THE STATION FROM THE RAILROAD STATION IN FOWLERTON,
 AO0606'GO EAST ON DIRT ROAD ALONG SOUTH SIDE OF TRACKS FOR 0.2
 AO0606'MILE TO A T ROAD, TURN RIGHT, GO SOUTH AND EAST ON A GRAVEL
 AO0606'ROAD FOR 0.7 MILE TO CROSSROADS, TURN RIGHT, FOLLOW GRADED DIRT
 AO0606'ROAD SOUTHERLY FOR 12.5 MILES TO CROSSROADS, TURN LEFT, CROSS
 AO0606'CATTLE GUARD, GO EAST AND NORTHEAST ON A GRAVEL ROAD FOR 2
 AO0606'MILES TO FORKS, TAKE LEFT FORK, FOLLOW DIRT ROAD NORTHEASTERLY
 AO0606'FOR 0.55 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD
 AO0606'ON GRAVEL ROAD EAST AND NORTHEAST FOR 2.3 MILE TO FORKS JUST
 AO0606'AFTER CROSSING A CATTLE GUARD, TAKE RIGHT FORK AND GO
 AO0606'NORTHEASTERLY 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AO0606'CONTINUE NORTHEAST ON GRAVEL ROAD 0.25 MILE TO FORKS, TAKE LEFT
 AO0606'FORK AND CONTINUE NORTHEAST ON A DIRT ROAD 0.3 MILE TO TOP
 AO0606'OF HILL AND THE STATION SITE.
 AO0606'
 AO0606'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AO0606'POST PROJECTING 2 INCHES, IT IS 35 FEET SOUTHEAST OF THE
 AO0606'CENTER OF A DIRT ROAD, 2.5 FEET NORTHEAST OF A WITNESS POST
 AO0606'AND IS STAMPED MULE 1953.
 AO0606'
 AO0606'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 AO0606'CYLINDER PROJECTING 3 INCHES.  IT IS 35 FEET SOUTHEAST OF
 AO0606'THE CENTER OF THE DIRT ROAD AND IS STAMPED MULE NO 1 1953.
 AO0606'
 AO0606'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE
 AO0606'CYLINDER PROJECTING 6 INCHES.  IT IS 14 FEET NORTHWEST OF THE
 AO0606'CENTER OF THE DIRT ROAD AND IS STAMPED MULE NO 2 1953.
 AO0606'
 AO0606'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE CYLINDER
 AO0606'PROJECTING 3 INCHES.  IT IS 36 FEET NORTHWEST OF THE CENTER
 AO0606'OF A GRAVEL ROAD, 2 FEET SOUTHEAST OF A WITNESS POST AND IS
 AO0606'STAMPED MULE 1953.
 AO0606'
 AO0606'HEIGHT OF LIGHT ABOVE STATION MARK 3.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0456 ***********************************************************************
 AM0456  DESIGNATION -  MULE
 AM0456  PID         -  AM0456
 AM0456  STATE/COUNTY-  TX/BRAZORIA
 AM0456  USGS QUAD   -  JONES CREEK (1974)
 AM0456
 AM0456                         *CURRENT SURVEY CONTROL
 AM0456  ___________________________________________________________________
 AM0456* NAD 83(1993)-  28 55 59.47933(N)    095 24 40.12426(W)     ADJUSTED  
 AM0456* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0456  ___________________________________________________________________
 AM0456  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AM0456  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0456
 AM0456  HORZ ORDER  -  SECOND
 AM0456
 AM0456.The horizontal coordinates were established by classical geodetic methods
 AM0456.and adjusted by the National Geodetic Survey in February 1996..
 AM0456
 AM0456.The orthometric height was scaled from a topographic map.
 AM0456
 AM0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0456
 AM0456.The geoid height was determined by GEOID03.
 AM0456
 AM0456;                    North         East     Units Scale Factor Converg.
 AM0456;SPC TXSC     - 4,127,261.985   949,824.464   MT  0.99988765   +1 45 29.6
 AM0456;SPC TXSC     -13,540,858.70  3,116,215.76   sFT  0.99988765   +1 45 29.6
 AM0456;UTM  15      - 3,202,976.965   264,966.555   MT  1.00028174   -1 10 01.3
 AM0456
 AM0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0456!SPC TXSC     -   1.00000399  x   0.99988765  =   0.99989164
 AM0456!UTM  15      -   1.00000399  x   1.00028174  =   1.00028574
 AM0456
 AM0456|---------------------------------------------------------------------|
 AM0456| PID    Reference Object                     Distance      Geod. Az  |
 AM0456|                                                           dddmmss.s |
 AM0456| CV6591 MULE RM 1                            86.870 METERS 02726     |
 AM0456| AM0414 FREEPORT MUNICIPAL TANK             APPROX. 6.6 KM 0723505.8 |
 AM0456| CV6592 MULE RM 2                            33.970 METERS 28618     |
 AM0456|---------------------------------------------------------------------|
 AM0456
 AM0456                          SUPERSEDED SURVEY CONTROL
 AM0456
 AM0456  NAD 83(1986)-  28 55 59.48870(N)    095 24 40.10365(W) AD(       ) 2
 AM0456  NAD 27      -  28 55 58.59600(N)    095 24 39.30700(W) AD(       ) 2
 AM0456
 AM0456.Superseded values are not recommended for survey control.
 AM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0456.See file dsdata.txt to determine how the superseded data were derived.
 AM0456
 AM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6496702977(NAD 83)
 AM0456_MARKER: DS = TRIANGULATION STATION DISK
 AM0456_SETTING: 0 = UNSPECIFIED SETTING
 AM0456
 AM0456  HISTORY     - Date     Condition        Report By
 AM0456  HISTORY     - 1934     MONUMENTED       CGS
 AM0456  HISTORY     - 1947     GOOD             CGS
 AM0456  HISTORY     - 1960     MARK NOT FOUND   CGS
 AM0456
 AM0456                          STATION DESCRIPTION
 AM0456
 AM0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0456'STATION IS LOCATED ABOUT 4-1/2 MILES WSW FROM FREEPORT, ABOUT
 AM0456'3 MILES NW FROM THE BRYAN MOUND PLANT OF THE FREEPORT TEXAS
 AM0456'SULPHUR WORKS, INC., IN AN OPEN PRAIRIE, AND ON THE PROPERTY OF
 AM0456'ABOVE-MENTIONED COMPANY.  IT IS 120 METERS S FROM AN
 AM0456'ELECTRIC-TRANSMISSION LINE AND 100 METERS S FROM A LARGE
 AM0456'DRAINAGE DITCH LEADING E AND W.
 AM0456'
 AM0456'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0456'SET IN CONCRETE.
 AM0456'
 AM0456'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--FREEPORT
 AM0456'MUNICIPAL WATER TANK, 59 DEG.  BRYAN MOUND WATER TANK,
 AM0456'110 DEG.  AND CENTER OF BRIDGE SPAN OVER DIVERSION CHANNEL,
 AM0456'42 DEG 30 MIN.
 AM0456'
 AM0456'HEIGHT OF LIGHT ABOVE STATION MARK - 5.5 METERS.
 AM0456
 AM0456                          STATION RECOVERY (1947)
 AM0456
 AM0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0456'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 AM0456'AS DESCRIBED.
 AM0456
 AM0456                          STATION RECOVERY (1960)
 AM0456
 AM0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0456'NOT RECOVERED.  THE STATION IS ON THE STRINGFELLOW RANCH
 AM0456'AND IS ACCESSIBLE ONLY THROUGH LOCKED GATES.  THE PROPERTY
 AM0456'OWNER REFUSED PERMISSION TO VISIT THE STATION SITE.  IT IS
 AM0456'BELIEVED THE MARKS ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1140 ***********************************************************************
 CU1140  DESIGNATION -  MULE
 CU1140  PID         -  CU1140
 CU1140  STATE/COUNTY-  TX/BORDEN
 CU1140  USGS QUAD   -  LONG DRAW (1970)
 CU1140
 CU1140                         *CURRENT SURVEY CONTROL
 CU1140  ___________________________________________________________________
 CU1140* NAD 83(1993)-  32 42 12.58945(N)    101 31 35.16847(W)     ADJUSTED  
 CU1140* NAVD 88     -       759.     (meters)    2490.     (feet)  SCALED    
 CU1140  ___________________________________________________________________
 CU1140  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 CU1140  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 CU1140
 CU1140  HORZ ORDER  -  SECOND
 CU1140
 CU1140.The horizontal coordinates were established by classical geodetic methods
 CU1140.and adjusted by the National Geodetic Survey in February 1996..
 CU1140
 CU1140.The orthometric height was scaled from a topographic map.
 CU1140
 CU1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1140
 CU1140.The geoid height was determined by GEOID03.
 CU1140
 CU1140;                    North         East     Units Scale Factor Converg.
 CU1140;SPC TXNC     - 2,119,060.926   316,297.828   MT  0.99989097   -1 39 02.2
 CU1140;SPC TXNC     - 6,952,285.72  1,037,720.46   sFT  0.99989097   -1 39 02.2
 CU1140;UTM  14      - 3,621,239.581   263,172.484   MT  1.00029165   -1 21 56.3
 CU1140
 CU1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1140!SPC TXNC     -   0.99988475  x   0.99989097  =   0.99977574
 CU1140!UTM  14      -   0.99988475  x   1.00029165  =   1.00017637
 CU1140
 CU1140:                Primary Azimuth Mark                     Grid Az
 CU1140:SPC TXNC     -  MULE AZ MK                               004 34 10.1
 CU1140:UTM  14      -  MULE AZ MK                               004 17 04.2
 CU1140
 CU1140|---------------------------------------------------------------------|
 CU1140| PID    Reference Object                     Distance      Geod. Az  |
 CU1140|                                                           dddmmss.s |
 CU1140| CH9123 MULE AZ MK                                         0025507.9 |
 CU1140| CU1074 GAIL FAA MICROWAVE                  APPROX.10.8 KM 0594252.9 |
 CU1140| CH9125 MULE RM 2                             8.588 METERS 09235     |
 CU1140| CH9124 MULE RM 1                             8.416 METERS 35726     |
 CU1140|---------------------------------------------------------------------|
 CU1140
 CU1140                          SUPERSEDED SURVEY CONTROL
 CU1140
 CU1140  NAD 83(1986)-  32 42 12.59616(N)    101 31 35.16020(W) AD(       ) 2
 CU1140  NAD 27      -  32 42 12.21099(N)    101 31 33.67540(W) AD(       ) 2
 CU1140
 CU1140.Superseded values are not recommended for survey control.
 CU1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1140.See file dsdata.txt to determine how the superseded data were derived.
 CU1140
 CU1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB6317221240(NAD 83)
 CU1140_MARKER: DS = TRIANGULATION STATION DISK
 CU1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1140
 CU1140  HISTORY     - Date     Condition        Report By
 CU1140  HISTORY     - 1968     MONUMENTED       CGS
 CU1140
 CU1140                          STATION DESCRIPTION
 CU1140
 CU1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1140'STATION IS LOCATED ABOUT 17.0 MILES NORTHEAST OF ACKERLY, 12-1/2
 CU1140'MILES NORTH OF VEALMOOR, 6.0 MILES SOUTHWEST OF GAIL AND ON
 CU1140'PROPERTY OF THE MULESHOE RANCH.
 CU1140'
 CU1140'TO REACH FROM THE BORDEN COUNTY COURTHOUSE IN GAIL, GO WEST ON
 CU1140'U.S. HIGHWAY 180 FOR 6.1 MILES TO A SIDE ROAD LEFT AND A SIGN
 CU1140'ON THE LEFT MULESHOE RANCH COMPANY 9 MILES.  TURN LEFT AND GO
 CU1140'SOUTH ON A BLADED ROAD FOR 4.1 MILES TO A CATTLEGUARD AND THE
 CU1140'AZIMUTH MARK, CONTINUE SOUTH ON THE ROAD FOR 0.7 MILE TO THE TOP
 CU1140'OF A SMALL RISE AND THE STATION ON THE RIGHT ABOUT 180 FEET WEST
 CU1140'OF THE ROAD.
 CU1140'
 CU1140'STATION MARK IS A STANDARD DISK, STAMPED MULE 1968, SET IN THE
 CU1140'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 CU1140'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.4 FEET NORTHEAST OF A
 CU1140'WOODEN WITNESS POST.
 CU1140'
 CU1140'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MULE NO 1 1968, SET
 CU1140'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1140'ABOUT 3 INCH ABOVE THE GROUND SURFACE.  IT IS 29.8 FEET NORTH OF
 CU1140'THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CU1140'
 CU1140'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MULE NO 2 1968,
 CU1140'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1140'ABOUT 1 INCH ABOVE THE GROUND SURFACE AND IS ABOUT THE SAME
 CU1140'ELEVATION AS THE STATION AND 30.7 FEET EAST OF THE WITNESS POST.
 CU1140'
 CU1140'AZIMUTH MARK IS A STANDARD DISK, STAMPED MULE 1968, SET IN THE
 CU1140'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 CU1140'INCH ABOVE THE GROUND SURFACE.  IT IS 17.0 FEET WEST OF THE CENTER
 CU1140'OF A CATTLEGUARD, 3.6 FEET EAST-SOUTHEAST OF A FENCE POST WITH
 CU1140'WITNESS SIGN ATTACHED AND 2.0 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0808 ***********************************************************************
 DO0808  DESIGNATION -  MULE SHOE
 DO0808  PID         -  DO0808
 DO0808  STATE/COUNTY-  TX/ARCHER
 DO0808  USGS QUAD   -  ARCHER CITY NE (1963)
 DO0808
 DO0808                         *CURRENT SURVEY CONTROL
 DO0808  ___________________________________________________________________
 DO0808* NAD 83(1993)-  33 41 02.17736(N)    098 36 41.39162(W)     ADJUSTED  
 DO0808* NAVD 88     -       314.1    (meters)    1031.     (feet)  VERTCON   
 DO0808  ___________________________________________________________________
 DO0808  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DO0808  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0808
 DO0808  HORZ ORDER  -  FIRST
 DO0808
 DO0808.The horizontal coordinates were established by classical geodetic methods
 DO0808.and adjusted by the National Geodetic Survey in February 1996..
 DO0808
 DO0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0808
 DO0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0808
 DO0808.The geoid height was determined by GEOID03.
 DO0808
 DO0808;                    North         East     Units Scale Factor Converg.
 DO0808;SPC TXNC     - 2,223,706.110   589,662.009   MT  0.99993338   -0 03 38.9
 DO0808;SPC TXNC     - 7,295,609.13  1,934,582.77   sFT  0.99993338   -0 03 38.9
 DO0808;UTM  14      - 3,727,180.278   536,009.785   MT  0.99961599   +0 12 55.7
 DO0808
 DO0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0808!SPC TXNC     -   0.99995509  x   0.99993338  =   0.99988848
 DO0808!UTM  14      -   0.99995509  x   0.99961599  =   0.99957110
 DO0808
 DO0808:                Primary Azimuth Mark                     Grid Az
 DO0808:SPC TXNC     -  MULE SHOE RM 3                           022 23 16.8
 DO0808:UTM  14      -  MULE SHOE RM 3                           022 06 42.2
 DO0808
 DO0808|---------------------------------------------------------------------|
 DO0808| PID    Reference Object                     Distance      Geod. Az  |
 DO0808|                                                           dddmmss.s |
 DO0808| CX7798 MULE SHOE RM 3                                     0221937.9 |
 DO0808| CX7796 MULE SHOE RM 1                       27.975 METERS 19502     |
 DO0808| CX7797 MULE SHOE RM 2                       37.231 METERS 27726     |
 DO0808|---------------------------------------------------------------------|
 DO0808
 DO0808                          SUPERSEDED SURVEY CONTROL
 DO0808
 DO0808  NAD 83(1993)-  33 41 02.17777(N)    098 36 41.39128(W) AD(       ) 1
 DO0808  NAD 83(1986)-  33 41 02.18047(N)    098 36 41.37902(W) AD(       ) 1
 DO0808  NAD 27      -  33 41 01.81472(N)    098 36 40.17450(W) AD(       ) 1
 DO0808  NGVD 29 (07/19/86)  314.0    (m)         1030.     (f) VERT ANG       
 DO0808
 DO0808.Superseded values are not recommended for survey control.
 DO0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0808.See file dsdata.txt to determine how the superseded data were derived.
 DO0808
 DO0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3601027180(NAD 83)
 DO0808_MARKER: DS = TRIANGULATION STATION DISK
 DO0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0808
 DO0808  HISTORY     - Date     Condition        Report By
 DO0808  HISTORY     - 1975     MONUMENTED       NGS
 DO0808
 DO0808                          STATION DESCRIPTION
 DO0808
 DO0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0808'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHWEST OF WICHITA
 DO0808'FALLS, 10 MILES SOUTH-SOUTHEAST OF HOLLIDAY, 6 MILES NORTH OF
 DO0808'ARCHER CITY, 0.2 MILE WEST OF STATE HIGHWAY 79 AND ON THE HIGHEST
 DO0808'PART OF A ROUNDED TOP OF A GRASS AND BRUSH COVERED HILL.  IT IS
 DO0808'ON PROPERTY OWNED BY MR. HOWELL SMITH AND THE MANAGER IS
 DO0808'MR. BON MOBLEY, PHONE NUMBER 817-574-4356.
 DO0808'
 DO0808'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 79 IN ARCHER
 DO0808'CITY, GO NORTH ON STATE HIGHWAY 79 FOR 3.95 MILES TO A RANCH
 DO0808'HOUSE AND BUILDINGS ON THE RIGHT, ALL BUILDING HAVING METAL ROOF,
 DO0808'THIS IS WHERE THE MANAGER OF THE RANCH LIVES, MR. BON
 DO0808'MOBLEY.  CONTINUE NORTH ON STATE HIGHWAY 79 FOR 0.85 MILE TO THE
 DO0808'LITTLE WICHITA RIVER BRIDGE, CONTINUE NORTH ON STATE HIGHWAY 79
 DO0808'FOR 1.15 MILES TO A SIDE ROAD LEFT.  (CONTINUE NORTH ON STATE
 DO0808'HIGHWAY FOR 0.8 MILE TO REFERENCE MARK 3 ON THE RIGHT, EAST SIDE
 DO0808'OF HIGHWAY.  AS DESCRIBED.) TURN LEFT AND BEAR RIGHT
 DO0808'PARALLEL WITH THE HIGHWAY FOR 0.15 MILE TO A SIDE ROAD LEFT AND
 DO0808'CATTLE GUARD.  TURN LEFT CROSSING CATTLE GUARD AND
 DO0808'GO WESTERLY UPHILL FOR 0.2 MILE TO A TRACK ROAD RIGHT AND STATION
 DO0808'AS DESCRIBED.
 DO0808'
 DO0808'STATION MARKS ARE STANDARD DISKS STAMPED MULE SHOE 1975.  THE
 DO0808'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0808'MONUMENT THAT PROJECTS 5 INCHES ABOVE GROUND SURFACE.  IT IS 228
 DO0808'FEET NORTH OF A GRAVELED ROAD, 23 FEET NORTH OF A 5 INCH OIL LINE
 DO0808'AND 3.7 FEET SOUTH OF METAL WITNESS POST WITH SIGN ATTACHED.  THE
 DO0808'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DO0808'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DO0808'
 DO0808'REFERENCE MARK 1, A STANDARD DISK STAMPED MULE SHOE NO 1 1975,
 DO0808'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0808'PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT IS 137 FEET NORTH OF
 DO0808'GRAVELED ROAD AND 2.4 FEET NORTHWEST OF METAL WITNESS POST WITH
 DO0808'SIGN ATTACHED.
 DO0808'
 DO0808'REFERENCE MARK 2, A STANDARD DISK STAMPED MULE SHOE NO 2 1975,
 DO0808'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0808'THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT IS 150 FEET
 DO0808'NORTH OF GRAVELED ROAD AND 33 FEET NORTH OF A 5 INCH OIL LINE.
 DO0808'
 DO0808'REFERENCE MARK 3, A STANDARD DISK STAMPED MULE SHOE NO 3 1975,
 DO0808'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0808'PROJECTS 1 INCH ABOVE GROUND SURFACE.  IT IS 51 FEET EAST OF THE
 DO0808'APPROXIMATE CENTER OF STATE HIGHWAY 79, 21 FEET SOUTH OF CENTER
 DO0808'OF CATTLE GUARD AND 5.4 FEET NORTH-NORTHWEST OF METAL WITNESS
 DO0808'POST WITH SIGN ATTACHED.
 DO0808'
 DO0808'ET 2 WXW USGS 1962, A STANDARD U.S. GEOLOGICAL SURVEY DISK, WAS
 DO0808'FOUND TO BE DESTROYED, HOWEVER, THE DRILL HOLE THAT THE DISK HAD
 DO0808'BEEN SET IN WAS RECOVERED AND THE APPROXIMATE CENTER OF THE HOLE
 DO0808'WAS USED AS THE STATION.
 DO0808'
 DO0808'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0713 ***********************************************************************
 EO0713  PACS        -  This is a Primary Airport Control Station.
 EO0713  DESIGNATION -  MULEPORT
 EO0713  PID         -  EO0713
 EO0713  STATE/COUNTY-  TX/BAILEY
 EO0713  USGS QUAD   -  MULESHOE (1980)
 EO0713
 EO0713                         *CURRENT SURVEY CONTROL
 EO0713  ___________________________________________________________________
 EO0713* NAD 83(1993)-  34 11 05.13672(N)    102 38 27.47289(W)     ADJUSTED  
 EO0713* NAVD 88     -      1148.83   (meters)    3769.1    (feet)  GPS OBS   
 EO0713  ___________________________________________________________________
 EO0713  X           -  -1,156,071.200 (meters)                     COMP
 EO0713  Y           -  -5,154,651.089 (meters)                     COMP
 EO0713  Z           -   3,564,050.447 (meters)                     COMP
 EO0713  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 EO0713  ELLIP HEIGHT-        1124.48  (meters)          (10/24/00) GPS OBS
 EO0713  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 EO0713
 EO0713  HORZ ORDER  -  B
 EO0713  ELLP ORDER  -  FOURTH    CLASS II
 EO0713
 EO0713.This mark is at Muleshoe Muni (TA87) Airport (TA87)
 EO0713
 EO0713.The horizontal coordinates were established by GPS observations
 EO0713.and adjusted by the National Geodetic Survey in August 1996..
 EO0713
 EO0713.The orthometric height was determined by GPS observations and a
 EO0713.high-resolution geoid model.
 EO0713
 EO0713.GPS derived orthometric heights for airport stations designated as
 EO0713.PACS or SACS are published to 2 decimal places.  This maintains
 EO0713.centimeter relative accuracy between the PACS and SACS.  It does
 EO0713.not indicate centimeter accuracy relative to other marks which are
 EO0713.part of the NAVD 88 network.
 EO0713
 EO0713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EO0713
 EO0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0713
 EO0713.The ellipsoidal height was determined by GPS observations
 EO0713.and is referenced to NAD 83.
 EO0713
 EO0713.The geoid height was determined by GEOID03.
 EO0713
 EO0713;                    North         East     Units Scale Factor Converg.
 EO0713;SPC TXNC     - 2,286,775.099   218,340.959   MT  1.00006813   -2 15 30.5
 EO0713;SPC TXNC     - 7,502,527.97    716,340.30   sFT  1.00006813   -2 15 30.5
 EO0713;UTM  13      - 3,785,157.620   717,401.831   MT  1.00018264   +1 19 33.5
 EO0713
 EO0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0713!SPC TXNC     -   0.99982351  x   1.00006813  =   0.99989163
 EO0713!UTM  13      -   0.99982351  x   1.00018264  =   1.00000612
 EO0713
 EO0713:                Primary Azimuth Mark                     Grid Az
 EO0713:SPC TXNC     -  MULEPORT AZ MK                           259 45 22.9
 EO0713:UTM  13      -  MULEPORT AZ MK                           256 10 18.9
 EO0713
 EO0713|---------------------------------------------------------------------|
 EO0713| PID    Reference Object                     Distance      Geod. Az  |
 EO0713|                                                           dddmmss.s |
 EO0713| EO0714 MULEPORT AZ MK                      APPROX. 0.8 KM 2572952.4 |
 EO0713|---------------------------------------------------------------------|
 EO0713
 EO0713                          SUPERSEDED SURVEY CONTROL
 EO0713
 EO0713  ELLIP H (08/30/96) 1124.50   (m)                       GP(       ) 1 2
 EO0713  NAD 83(1993)-  34 11 05.13565(N)    102 38 27.47188(W) AD(       ) 3
 EO0713  ELLIP H (02/16/96) 1124.55   (m)                       GP(       ) 5 1
 EO0713  NAD 83(1993)-  34 11 05.13671(N)    102 38 27.47122(W) AD(       ) 3
 EO0713  ELLIP H (12/21/93) 1124.50   (m)                       GP(       ) 4 1
 EO0713  NAD 83(1986)-  34 11 05.14582(N)    102 38 27.46243(W) AD(       ) 3
 EO0713  NGVD 29 (10/23/89) 1148.5    (m)         3768.     (f) GPS OBS        
 EO0713
 EO0713.Superseded values are not recommended for survey control.
 EO0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0713.See file dsdata.txt to determine how the superseded data were derived.
 EO0713
 EO0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT1740285158(NAD 83)
 EO0713_MARKER: I = METAL ROD
 EO0713_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EO0713_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EO0713_STAMPING: MULEPORT 1989
 EO0713_MARK LOGO: NGS   
 EO0713_PROJECTION: FLUSH
 EO0713_MAGNETIC: I = MARKER IS A STEEL ROD
 EO0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0713+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1997
 EO0713_ROD/PIPE-DEPTH: 7.77 meters
 EO0713_SLEEVE-DEPTH  : 0.76 meters
 EO0713
 EO0713  HISTORY     - Date     Condition        Report By
 EO0713  HISTORY     - 1989     MONUMENTED       NGS
 EO0713  HISTORY     - 19950524 GOOD             NGS
 EO0713  HISTORY     - 19970325 GOOD             NGS
 EO0713  HISTORY     - 19990519 GOOD             TXDOT
 EO0713
 EO0713                          STATION DESCRIPTION
 EO0713
 EO0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EO0713'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) SOUTHWEST OF MULESHOE,
 EO0713'16.2 KM (10.05 MI) NORTHEAST OF SUDAN, 1.6 KM (1.00 MI) NORTH OF U.S.
 EO0713'HIGHWAY 84, AT THE MULESHOE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 EO0713'MULESHOE, C/O CITY MANAGER DAVE MARR, 215 SOUTH FIRST STREET,
 EO0713'MULESHOE, TEXAS 79347.  TELEPHONE 806-272-4528.
 EO0713'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGWAYS 70, 84 AND
 EO0713'STATE HIGHWAY 214 IN MULESHOE, GO SOUTHEAST ON U.S. HIGHWAY 84 FOR
 EO0713'6.28 KM (3.90 MI) TO FARM ROAD 3269 ON THE LEFT.  CONTINUE AHEAD FOR
 EO0713'2.1 KM (1.30 MI) TO A PAVED ROAD LEFT AT A POWER LINE CROSSING.  TURN
 EO0713'LEFT AND GO NORTHWESTERLY CROSSING A RAILROAD TRACK, SPUR TRACK, AND
 EO0713'CATTLE GUARD FOR 1.93 KM (1.20 MI) TO A LOCKED GATE.  PASS THROUGH THE
 EO0713'GATE AND GO ACROSS TARMAC AND TAXI TO THE RAMP AND THE STATION ON THE
 EO0713'LEFT NEAR THE 7-25 SIGN.
 EO0713'THE STATION IS 43.4 M (142.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 EO0713'THE RUNWAY, 29.8 M (97.8 FT) NORTH-NORTHWEST OF THE TAXI CENTERLINE,
 EO0713'12.5 M (41.0 FT) SOUTHWEST OF THE RAMP CENTERLINE, 1.7 M (5.6 FT)
 EO0713'NORTHWEST OF THE NORTHWEST CORNER OF A 7-25 SIGN AND 1.9 M (6.2 FT)
 EO0713'NORTHWEST OF A CARSONITE WITNESS POST.
 EO0713'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0713'DESCRIBED BY R.D. BALL
 EO0713
 EO0713                          STATION RECOVERY (1995)
 EO0713
 EO0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EO0713'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) SOUTHWEST OF MULESHOE,
 EO0713'16.2 KM (10.05 MI) NORTHEAST OF SUDAN, AND 1.6 KM (1.00 MI) NORTH OF
 EO0713'U.S.  HIGHWAY 84, AT THE MUELSHOE MUNICIPAL AIRPORT.  NEAR THE MIDDLE
 EO0713'OF THE AIRPORT, AT THE EAST END OF THE MIDDLE GRASS MEDIAN,
 EO0713'WEST-SOUTHWEST OF THE MIDDLE CONNECTOR, AND NORTHWEST OF THE 7-25
 EO0713'SIGN.  OWNERSHIP--CITY OF MULESHOE, C/O CITY MANAGER DAVE MARR, 215
 EO0713'SOUTH 1ST.  STREET, MULESHOE, TX.  79347.  PHONE 806-272-4528.
 EO0713'NOTE--CONTACT DAVE MARR 24 HOURS IN ADVANCE TO UNLOCK ENTRANCE GATE.
 EO0713'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 70, 84 AND
 EO0713'STATE HIGHWAY 214 IN MULESHOE, GO SOUTHEAST, 8.38 KM (5.20 MI) ON
 EO0713'HIGHWAY 84 TO A PAVED ROAD LEFT AT A POWER LINE CROSSING.  TURN LEFT,
 EO0713'NORTHEASTERLY, 1.9 KM (1.20 MI) CROSSING A RAILROAD TRACK, SPUR TRACK,
 EO0713'AND CATTLE GUARD TO A LOCKED GATE.  PASS THROUGH THE GATE CROSSING
 EO0713'APRON AND TAXI TO THE CONNECTOR AND THE STATION ON THE LEFT NEAR THE
 EO0713'7-25 SIGN.  STATION IS 43.4 M (142.4 FT) SOUTH-SOUTHEAST OF THE RUNWAY
 EO0713'CENTERLINE, 29.8 M (97.8 FT) NORTH-NORTHWEST OF THE TAXI CENTERLINE,
 EO0713'12.5 M (41.0 FT) SOUTHWEST OF THE CONNECTOR CENTERLINE, 2.5 M (8.2 FT)
 EO0713'NORTHWEST OF THE NORTHWEST CORNER OF A 7-25 SIGN, 2.9 M (9.5 FT)
 EO0713'NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 EO0713'TAXI.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0713'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY R.G.  HAYES
 EO0713
 EO0713                          STATION RECOVERY (1997)
 EO0713
 EO0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 EO0713'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  MARK IS
 EO0713'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATIION (PACS) .
 EO0713
 EO0713                          STATION RECOVERY (1999)
 EO0713
 EO0713'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 EO0713'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0714 ***********************************************************************
 EO0714  SACS        -  This is a Secondary Airport Control Station.
 EO0714  DESIGNATION -  MULEPORT AZ MK
 EO0714  PID         -  EO0714
 EO0714  STATE/COUNTY-  TX/BAILEY
 EO0714  USGS QUAD   -  MULESHOE (1980)
 EO0714
 EO0714                         *CURRENT SURVEY CONTROL
 EO0714  ___________________________________________________________________
 EO0714* NAD 83(1993)-  34 10 59.81070(N)    102 38 56.37053(W)     ADJUSTED  
 EO0714* NAVD 88     -      1151.29   (meters)    3777.2    (feet)  GPS OBS   
 EO0714  ___________________________________________________________________
 EO0714  X           -  -1,156,813.998 (meters)                     COMP
 EO0714  Y           -  -5,154,581.058 (meters)                     COMP
 EO0714  Z           -   3,563,916.059 (meters)                     COMP
 EO0714  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 EO0714  ELLIP HEIGHT-        1126.96  (meters)          (08/01/01) GPS OBS
 EO0714  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 EO0714
 EO0714  HORZ ORDER  -  FIRST
 EO0714  ELLP ORDER  -  FOURTH    CLASS I
 EO0714
 EO0714.This mark is at Muleshoe Muni (TA87) Airport (TA87)
 EO0714
 EO0714.The horizontal coordinates were established by GPS observations
 EO0714.and adjusted by the National Geodetic Survey in September 1997..
 EO0714
 EO0714.The orthometric height was determined by GPS observations and a
 EO0714.high-resolution geoid model.
 EO0714
 EO0714.GPS derived orthometric heights for airport stations designated as
 EO0714.PACS or SACS are published to 2 decimal places.  This maintains
 EO0714.centimeter relative accuracy between the PACS and SACS.  It does
 EO0714.not indicate centimeter accuracy relative to other marks which are
 EO0714.part of the NAVD 88 network.
 EO0714
 EO0714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EO0714
 EO0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0714
 EO0714.The ellipsoidal height was determined by GPS observations
 EO0714.and is referenced to NAD 83.
 EO0714
 EO0714.The geoid height was determined by GEOID03.
 EO0714
 EO0714;                    North         East     Units Scale Factor Converg.
 EO0714;SPC TXNC     - 2,286,640.297   217,595.030   MT  1.00006762   -2 15 46.2
 EO0714;SPC TXNC     - 7,502,085.71    713,893.03   sFT  1.00006762   -2 15 46.2
 EO0714;UTM  13      - 3,784,976.428   716,665.705   MT  1.00017870   +1 19 17.1
 EO0714
 EO0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0714!SPC TXNC     -   0.99982312  x   1.00006762  =   0.99989073
 EO0714!UTM  13      -   0.99982312  x   1.00017870  =   1.00000179
 EO0714
 EO0714:                Primary Azimuth Mark                     Grid Az
 EO0714:SPC TXNC     -  MULEPORT                                 079 45 22.4
 EO0714:UTM  13      -  MULEPORT                                 076 10 19.1
 EO0714
 EO0714|---------------------------------------------------------------------|
 EO0714| PID    Reference Object                     Distance      Geod. Az  |
 EO0714|                                                           dddmmss.s |
 EO0714| EO0713 MULEPORT                            APPROX. 0.8 KM 0772936.2 |
 EO0714|---------------------------------------------------------------------|
 EO0714
 EO0714                          SUPERSEDED SURVEY CONTROL
 EO0714
 EO0714  ELLIP H (09/22/97) 1126.98   (m)                       GP(       ) 4 1
 EO0714  NAD 83(1993)-  34 10 59.80957(N)    102 38 56.36964(W) AD(       ) 3
 EO0714  ELLIP H (02/16/96) 1127.03   (m)                       GP(       ) 5 1
 EO0714  NAD 83(1993)-  34 10 59.81062(N)    102 38 56.36898(W) AD(       ) 3
 EO0714  ELLIP H (12/21/93) 1126.98   (m)                       GP(       ) 4 1
 EO0714  NAD 83(1986)-  34 10 59.81972(N)    102 38 56.36018(W) AD(       ) 3
 EO0714  NGVD 29 (10/23/89) 1150.9    (m)         3776.     (f) GPS OBS        
 EO0714
 EO0714.Superseded values are not recommended for survey control.
 EO0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0714.See file dsdata.txt to determine how the superseded data were derived.
 EO0714
 EO0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT1666684976(NAD 83)
 EO0714_MARKER: I = METAL ROD
 EO0714_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EO0714_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EO0714_STAMPING: MULEPORT AZ MK 1989
 EO0714_MARK LOGO: NGS   
 EO0714_PROJECTION: FLUSH
 EO0714_MAGNETIC: I = MARKER IS A STEEL ROD
 EO0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0714+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1997
 EO0714_ROD/PIPE-DEPTH: 5.91 meters
 EO0714_SLEEVE-DEPTH  : 0.76 meters
 EO0714
 EO0714  HISTORY     - Date     Condition        Report By
 EO0714  HISTORY     - 1989     MONUMENTED       NGS
 EO0714  HISTORY     - 19970325 GOOD             NGS
 EO0714
 EO0714                          STATION DESCRIPTION
 EO0714
 EO0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EO0714'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) SOUTHWEST OF MULESHOE,
 EO0714'16.2 KM (10.05 MI) NORTHEAST OF SUDAN, 1.6 KM (1.00 MI) NORTH OF U.S.
 EO0714'HIGHWAY 84, AT THE MULESHOE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 EO0714'MULESHOE, C/O CITY MANAGER DAVE MARR, 215 SOUTH FIRST STREET,
 EO0714'MULESHOE, TEXAS 79347.  TELEPHONE 806-272-4528.
 EO0714'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGWAYS 70, 84 AND
 EO0714'STATE HIGHWAY 214 IN MULESHOE, GO SOUTHEAST ON U.S. HIGHWAY 84 FOR
 EO0714'6.28 KM (3.90 MI) TO FARM ROAD 3269 ON THE LEFT.  CONTINUE AHEAD FOR
 EO0714'2.1 KM (1.30 MI) TO A PAVED ROAD LEFT AT A POWER LINE CROSSING.  TURN
 EO0714'LEFT AND GO NORTHWESTERLY CROSSING A RAILROAD TRACK, SPUR TRACK, AND
 EO0714'CATTLE GUARD FOR 1.93 KM (1.20 MI) TO A LOCKED GATE.  PASS THROUGH THE
 EO0714'GATE AND GO ACROSS TARMAC TO THE TAXI.  TURN LEFT AND GO NORTHWESTERLY
 EO0714'ON THE TAXI FOR 0.8 KM (0.50 MI) TO THE STATION ON THE RIGHT, NEAR THE
 EO0714'HOLDING BARS.
 EO0714'THE STATION IS 44.4 M (145.7 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 EO0714'THE RUNWAY, 29.0 M (95.1 FT) NORTH-NORTHWEST OF THE TAXI CENTERLINE,
 EO0714'16.9 M (55.4 FT) EAST-NORTHEAST OF THE TAXI CENTERLINE AT THE HOLDING
 EO0714'BARS, AND 0.6 M (2.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST.
 EO0714'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0714'DESCRIBED BY R.D. BALL
 EO0714
 EO0714                          STATION RECOVERY (1997)
 EO0714
 EO0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 EO0714'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  MARK IS
 EO0714'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0173 ***********************************************************************
 EO0173  DESIGNATION -  MULESHOE
 EO0173  PID         -  EO0173
 EO0173  STATE/COUNTY-  TX/BAILEY
 EO0173  USGS QUAD   -  MULESHOE (1980)
 EO0173
 EO0173                         *CURRENT SURVEY CONTROL
 EO0173  ___________________________________________________________________
 EO0173* NAD 83(1993)-  34 13 23.04231(N)    102 43 07.68890(W)     ADJUSTED  
 EO0173* NAVD 88     -      1154.823  (meters)    3788.78   (feet)  POSTED    
 EO0173  ___________________________________________________________________
 EO0173  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 EO0173  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 EO0173  DYNAMIC HT  -        1153.330 (meters)    3783.88  (feet)  COMP
 EO0173  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 EO0173
 EO0173  HORZ ORDER  -  SECOND
 EO0173  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EO0173
 EO0173.The horizontal coordinates were established by classical geodetic methods
 EO0173.and adjusted by the National Geodetic Survey in February 1996..
 EO0173
 EO0173.The orthometric height was determined by differential leveling
 EO0173.and adjusted by the National Geodetic Survey in 1992..
 EO0173.No vertical observational check was made to the station.
 EO0173.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EO0173.was located on a no-check spur therefore a value was not computed.
 EO0173
 EO0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0173
 EO0173.The geoid height was determined by GEOID03.
 EO0173
 EO0173.The dynamic height is computed by dividing the NAVD 88
 EO0173.geopotential number by the normal gravity value computed on the
 EO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0173.degrees latitude (g = 980.6199 gals.).
 EO0173
 EO0173.The modeled gravity was interpolated from observed gravity values.
 EO0173
 EO0173;                    North         East     Units Scale Factor Converg.
 EO0173;SPC TXNC     - 2,291,306.688   211,341.340   MT  1.00008161   -2 18 03.3
 EO0173;SPC TXNC     - 7,517,395.36    693,375.71   sFT  1.00008161   -2 18 03.3
 EO0173;SPC TX N     - 1,025,440.103    87,685.036   MT  1.00012629   -0 42 22.8
 EO0173;SPC TX N     - 3,364,298.07    287,679.99   sFT  1.00012629   -0 42 22.8
 EO0173;UTM  13      - 3,789,243.097   710,131.951   MT  1.00014432   +1 17 00.4
 EO0173
 EO0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0173!SPC TXNC     -   0.99982256  x   1.00008161  =   0.99990416
 EO0173!SPC TX N     -   0.99982256  x   1.00012629  =   0.99994883
 EO0173!UTM  13      -   0.99982256  x   1.00014432  =   0.99996686
 EO0173
 EO0173|---------------------------------------------------------------------|
 EO0173| PID    Reference Object                     Distance      Geod. Az  |
 EO0173|                                                           dddmmss.s |
 EO0173| EO0626 TEXAS F A P 640 B 1934               26.603 METERS 02925     |
 EO0173| EO0175 MULESHOE RM 1                        33.016 METERS 06205     |
 EO0173| EO0176 MULESHOE AZ MK                                     1261351.0 |
 EO0173| EO0627 MULESHOE WATER TANK                 419.452 METERS 2870251.6 |
 EO0173| EO0174 MULESHOE RM 2                        28.258 METERS 30442     |
 EO0173| EO0630 TEXAS F A P 503 E 1934                3.755 METERS 33519     |
 EO0173|---------------------------------------------------------------------|
 EO0173
 EO0173                          SUPERSEDED SURVEY CONTROL
 EO0173
 EO0173  NAD 83(1993)-  34 13 23.04368(N)    102 43 07.68689(W) AD(       ) 2
 EO0173  NAD 83(1986)-  34 13 23.05175(N)    102 43 07.68225(W) AD(       ) 2
 EO0173  NAD 27      -  34 13 22.76900(N)    102 43 05.90400(W) AD(       ) 2
 EO0173  NGVD 29 (??/??/92) 1154.269  (m)         3786.96   (f) ADJ UNCH    2 0
 EO0173
 EO0173.Superseded values are not recommended for survey control.
 EO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0173.See file dsdata.txt to determine how the superseded data were derived.
 EO0173
 EO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT1013289243(NAD 83)
 EO0173_MARKER: DB = BENCH MARK DISK
 EO0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0173_STAMPING: MULESHOE 1934
 EO0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0173
 EO0173  HISTORY     - Date     Condition        Report By
 EO0173  HISTORY     - 1934     MONUMENTED       CGS
 EO0173  HISTORY     - 1938     GOOD             TXHD
 EO0173  HISTORY     - 1943     GOOD             NGS
 EO0173  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0173
 EO0173                          STATION DESCRIPTION
 EO0173
 EO0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0173'STATION IS 0.3 MILE SE OF THE DEPOT IN MULESHOE, IN THE EASTERN
 EO0173'LIMITS OF THE TOWN, ON THE S SIDE OF U.S. HIGHWAY 70, 12.32
 EO0173'FEET SSE OF TEXAS F.A.P. MARKER NO. 503-E.  87.28 FEET SW OF
 EO0173'TEXAS F.A.P. MARKER NO. 640-B.  THE MARK PROJECTS 2 INCHES.
 EO0173'
 EO0173'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0173'BRONZE DISKS SET IN CONCRETE.
 EO0173'
 EO0173'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 58.63 FEET ESE
 EO0173'OF TEXAS F.A.P. MARKER NO. 640-B, 108.31 FEET ENE OF TEXAS
 EO0173'F.A.P. MARKER NO. 503-E.  IT PROJECTS 4 INCHES.
 EO0173'
 EO0173'REFERENCE MARK NO. 2 IS NW OF THE STATION, 82.55 FEET NW OF
 EO0173'TEXAS F.A.P. MARKER NO. 503-E, 121.31 FEET W OF TEXAS F.A.P.
 EO0173'MARKER NO. 640-B.  IT PROJECTS 4 INCHES.
 EO0173'
 EO0173'AZIMUTH MARK IS SE OF THE STATION, 1-1/2 FEET N OF AN E-W
 EO0173'FENCE, 8 FEET W OF AN OBTUSE FENCE CORNER AND 57 FEET SW OF THE
 EO0173'CENTER LINE OF U.S. HIGHWAY 70.  THE MARK PROJECTS 6 INCHES.
 EO0173'
 EO0173'TEXAS F.A.P. MARKER NO. 640-B IS A CONCRETE POST 6 BY 8 INCHES
 EO0173'AND PROJECTS 2 FEET.  IT IS NE OF THE STATION ON THE NE
 EO0173'SIDE OF U.S. HIGHWAY 70 AND HAS A BRONZE PLATE ON THE SW SIDE
 EO0173'WITH THE FOLLOWING DESCRIPTION--STA. 0 00------, LENGTH-11.484
 EO0173'MILES, BUILT-1933.
 EO0173'
 EO0173'TEXAS F.A.P. MARKER NO. 503-E, IS A CONCRETE POST 6 BY 8 INCHES
 EO0173'AND PROJECTS 2 FEET.  IT IS NNW OF THE STATION ON THE SW SIDE
 EO0173'OF U.S. HIGHWAY 70 AND HAS A BRONZE PLATE ON THE NE SIDE WITH
 EO0173'THE FOLLOWING DESCRIPTION--STA. 0 00------, LENGTH-8.302 MILES,
 EO0173'BUILT-1932.
 EO0173'
 EO0173'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
 EO0173
 EO0173                          STATION RECOVERY (1938)
 EO0173
 EO0173'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0173'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED
 EO0173'AND FOUND IN GOOD CONDITION.
 EO0173
 EO0173                          STATION RECOVERY (1943)
 EO0173
 EO0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EO0173'0.3 MI E FROM MULESHOE.
 EO0173'THIS MARK IS ABOUT 0.3 MI. E. ALONG US HIGHWAY 84 FROM THE PANHANDLE
 EO0173'AND SANTA FE RAILWAY STATION AT MULESHOE, BAILEY COUNTY, SET NEAR A
 EO0173'SECTION POST, 24 FEET E. OF THE CENTERLINE OF A ROAD RUNNING S., 51
 EO0173'FEET S. OF THE CENTERLINE OF THE HIGHWAY, PROJECTING ABOUT 3 INCHES
 EO0173'ABOVE THE GROUND.
 EO0173
 EO0173                          STATION RECOVERY (1982)
 EO0173
 EO0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0173'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0176 ***********************************************************************
 EO0176  DESIGNATION -  MULESHOE AZ MK
 EO0176  PID         -  EO0176
 EO0176  STATE/COUNTY-  TX/BAILEY
 EO0176  USGS QUAD   -  MULESHOE (1980)
 EO0176
 EO0176                         *CURRENT SURVEY CONTROL
 EO0176  ___________________________________________________________________
 EO0176* NAD 83(1986)-  34 13 13.     (N)    102 42 53.     (W)     SCALED    
 EO0176* NAVD 88     -      1153.632  (meters)    3784.87   (feet)  POSTED    
 EO0176  ___________________________________________________________________
 EO0176  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 EO0176  DYNAMIC HT  -        1152.140 (meters)    3779.98  (feet)  COMP
 EO0176  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 EO0176
 EO0176  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EO0176
 EO0176.The horizontal coordinates were scaled from a topographic map and have
 EO0176.an estimated accuracy of +/- 6 seconds.
 EO0176
 EO0176.The orthometric height was determined by differential leveling
 EO0176.and adjusted by the National Geodetic Survey in 1992..
 EO0176.No vertical observational check was made to the station.
 EO0176.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EO0176.was located on a no-check spur therefore a value was not computed.
 EO0176
 EO0176.The geoid height was determined by GEOID03.
 EO0176
 EO0176.The dynamic height is computed by dividing the NAVD 88
 EO0176.geopotential number by the normal gravity value computed on the
 EO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0176.degrees latitude (g = 980.6199 gals.).
 EO0176
 EO0176.The modeled gravity was interpolated from observed gravity values.
 EO0176
 EO0176;                    North         East    Units  Estimated Accuracy
 EO0176;SPC TXNC     - 2,290,980.      211,710.      MT  (+/- 180 meters Scaled)
 EO0176
 EO0176                          SUPERSEDED SURVEY CONTROL
 EO0176
 EO0176  NGVD 29 (??/??/92) 1153.078  (m)         3783.06   (f) ADJ UNCH    2 0
 EO0176
 EO0176.Superseded values are not recommended for survey control.
 EO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0176.See file dsdata.txt to determine how the superseded data were derived.
 EO0176
 EO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT105889(NAD 83)
 EO0176_MARKER: DZ = AZIMUTH MARK DISK
 EO0176_SETTING: 0 = UNSPECIFIED SETTING
 EO0176_STAMPING: MULESHOE AZIMUTH 1934
 EO0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0176
 EO0176  HISTORY     - Date     Condition        Report By
 EO0176  HISTORY     - 1934     MONUMENTED       CGS
 EO0176  HISTORY     - 1943     GOOD             NGS
 EO0176  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0176
 EO0176                          STATION DESCRIPTION
 EO0176
 EO0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EO0176'0.6 MI E FROM MULESHOE.
 EO0176'THIS MARK IS ABOUT 0.6 MI. E. ALONG US HIGHWAY 84 FROM THE PANHANDLE
 EO0176'AND SANTA FE RAILWAY STATION AT MULESHOE, BAILEY COUNTY, 0.3 MI. E. OF
 EO0176'THE STATION, SET NEAR A FENCE GATE, 7 FEET S.W. OF A POWER POLE, 57
 EO0176'FEET S. OF THE CENTERLINE OF THE HIGHWAY, PROJECTING ABOUT 4 INCHES
 EO0176'ABOVE THE GROUND.
 EO0176
 EO0176                          STATION RECOVERY (1982)
 EO0176
 EO0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0176'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0632 ***********************************************************************
 EO0632  DESIGNATION -  MULESHOE BAILEY ELEC MAST
 EO0632  PID         -  EO0632
 EO0632  STATE/COUNTY-  TX/BAILEY
 EO0632  USGS QUAD   -  MULESHOE (1980)
 EO0632
 EO0632                         *CURRENT SURVEY CONTROL
 EO0632  ___________________________________________________________________
 EO0632* NAD 83(1993)-  34 13 11.53838(N)    102 43 14.49182(W)     ADJUSTED  
 EO0632* NAVD 88     -                                                        
 EO0632  ___________________________________________________________________
 EO0632  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 EO0632  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 EO0632
 EO0632  HORZ ORDER  -  THIRD
 EO0632
 EO0632.The horizontal coordinates were established by classical geodetic methods
 EO0632.and adjusted by the National Geodetic Survey in February 1996..
 EO0632
 EO0632
 EO0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0632
 EO0632.The geoid height was determined by GEOID03.
 EO0632
 EO0632;                    North         East     Units Scale Factor Converg.
 EO0632;SPC TXNC     - 2,290,959.469   211,153.106   MT  1.00008047   -2 18 07.0
 EO0632;SPC TXNC     - 7,516,256.19    692,758.15   sFT  1.00008047   -2 18 07.0
 EO0632;UTM  13      - 3,788,884.766   709,965.781   MT  1.00014346   +1 16 56.2
 EO0632
 EO0632                          SUPERSEDED SURVEY CONTROL
 EO0632
 EO0632  NAD 83(1993)-  34 13 11.53970(N)    102 43 14.49029(W) AD(       ) 4
 EO0632  NAD 83(1986)-  34 13 11.54848(N)    102 43 14.48411(W) AD(       ) 4
 EO0632  NAD 27      -  34 13 11.26544(N)    102 43 12.70605(W) AD(       ) 3
 EO0632
 EO0632.Superseded values are not recommended for survey control.
 EO0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0632.See file dsdata.txt to determine how the superseded data were derived.
 EO0632
 EO0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT0996688885(NAD 83)
 EO0632
 EO0632  HISTORY     - Date     Condition        Report By
 EO0632  HISTORY     - 1975     FIRST OBSERVED   NGS
 EO0632  HISTORY     - 20051023 MARK NOT FOUND   GEOCAC
 EO0632
 EO0632                          STATION DESCRIPTION
 EO0632
 EO0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0632'THE STATION, MULESHOE BAILEY ELECTRIC MAST KKA 369, IS THE LIGHT
 EO0632'ATOP A TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED RED AND
 EO0632'WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 300 FEET AND IS
 EO0632'OWNED BY THE BAILEY COUNTY ELECTRIC CO-OPERATIVE ASSOCIATION.  IT
 EO0632'IS LOCATED IN THE SOUTHEAST PART OF MULESHOE IN THE SOUTH ANGLE
 EO0632'OF THE INTERSECTION OF EAST 6TH STREET AND EAST AVENUE D.
 EO0632
 EO0632                          STATION RECOVERY (2005)
 EO0632
 EO0632'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0635 ***********************************************************************
 EO0635  DESIGNATION -  MULESHOE CABLE TV MAST
 EO0635  PID         -  EO0635
 EO0635  STATE/COUNTY-  TX/BAILEY
 EO0635  USGS QUAD   -  MULESHOE (1980)
 EO0635
 EO0635                         *CURRENT SURVEY CONTROL
 EO0635  ___________________________________________________________________
 EO0635* NAD 83(1993)-  34 12 58.47092(N)    102 43 44.32755(W)     ADJUSTED  
 EO0635* NAVD 88     -                                                        
 EO0635  ___________________________________________________________________
 EO0635  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 EO0635  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 EO0635
 EO0635  HORZ ORDER  -  THIRD
 EO0635
 EO0635.The horizontal coordinates were established by classical geodetic methods
 EO0635.and adjusted by the National Geodetic Survey in February 1996..
 EO0635
 EO0635
 EO0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0635
 EO0635.The geoid height was determined by GEOID03.
 EO0635
 EO0635;                    North         East     Units Scale Factor Converg.
 EO0635;SPC TXNC     - 2,290,587.823   210,373.777   MT  1.00007917   -2 18 23.3
 EO0635;SPC TXNC     - 7,515,036.88    690,201.30   sFT  1.00007917   -2 18 23.3
 EO0635;UTM  13      - 3,788,465.103   709,211.163   MT  1.00013956   +1 16 39.0
 EO0635
 EO0635                          SUPERSEDED SURVEY CONTROL
 EO0635
 EO0635  NAD 83(1993)-  34 12 58.47223(N)    102 43 44.32589(W) AD(       ) 4
 EO0635  NAD 83(1986)-  34 12 58.48111(N)    102 43 44.31981(W) AD(       ) 4
 EO0635  NAD 27      -  34 12 58.19765(N)    102 43 42.54044(W) AD(       ) 3
 EO0635
 EO0635.Superseded values are not recommended for survey control.
 EO0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0635.See file dsdata.txt to determine how the superseded data were derived.
 EO0635
 EO0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT0921188465(NAD 83)
 EO0635_MARKER: 42 = RADIO/TV MAST
 EO0635
 EO0635  HISTORY     - Date     Condition        Report By
 EO0635  HISTORY     - 1975     FIRST OBSERVED   NGS
 EO0635  HISTORY     - 20051023 GOOD             GEOCAC
 EO0635
 EO0635                          STATION DESCRIPTION
 EO0635
 EO0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0635'THE STATION, MULESHOE CABLE TELEVISION MAST KVP 378 IS THE LIGHT
 EO0635'ATOP A TRIANGULAR STEEL, GUYED MAST, WITH SEVERAL ANTENNAS AND 2
 EO0635'REFLECTORS MOUNTED ON IT, THAT IS PAINTED RED AND WHITE.  THE
 EO0635'STRUCTURE HAS AN OVERALL HEIGHT OF 500 FEET AND IS OWNED BY THE
 EO0635'MULESHOE ANTENNA COMPANY, DRAWER M, MULESHOE.  TELEPHONE NUMBER
 EO0635'272-3310.  IT IS LOCATED IN THE SOUTH PART OF MULESHOE ABOUT 450
 EO0635'FEET SOUTHWEST OF THE INTERSECTION OF EAST 3RD STREET AND EAST
 EO0635'AVENUE J.
 EO0635
 EO0635                          STATION RECOVERY (2005)
 EO0635
 EO0635'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0637 ***********************************************************************
 EO0637  DESIGNATION -  MULESHOE HWY DEPT MAST
 EO0637  PID         -  EO0637
 EO0637  STATE/COUNTY-  TX/BAILEY
 EO0637  USGS QUAD   -  BAILEYBORO NE (1980)
 EO0637
 EO0637                         *CURRENT SURVEY CONTROL
 EO0637  ___________________________________________________________________
 EO0637* NAD 83(1993)-  34 14 21.00401(N)    102 45 13.24887(W)     ADJUSTED  
 EO0637* NAVD 88     -                                                        
 EO0637  ___________________________________________________________________
 EO0637  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 EO0637  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 EO0637
 EO0637  HORZ ORDER  -  THIRD
 EO0637
 EO0637.The horizontal coordinates were established by classical geodetic methods
 EO0637.and adjusted by the National Geodetic Survey in February 1996..
 EO0637
 EO0637
 EO0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0637
 EO0637.The geoid height was determined by GEOID03.
 EO0637
 EO0637;                    North         East     Units Scale Factor Converg.
 EO0637;SPC TXNC     - 2,293,220.912   208,202.264   MT  1.00008741   -2 19 11.8
 EO0637;SPC TXNC     - 7,523,675.61    683,076.93   sFT  1.00008741   -2 19 11.8
 EO0637;UTM  13      - 3,790,957.418   706,879.175   MT  1.00012760   +1 15 51.6
 EO0637
 EO0637                          SUPERSEDED SURVEY CONTROL
 EO0637
 EO0637  NAD 83(1993)-  34 14 21.00493(N)    102 45 13.24702(W) AD(       ) 4
 EO0637  NAD 83(1986)-  34 14 21.01415(N)    102 45 13.24087(W) AD(       ) 4
 EO0637  NAD 27      -  34 14 20.73167(N)    102 45 11.45655(W) AD(       ) 3
 EO0637
 EO0637.Superseded values are not recommended for survey control.
 EO0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0637.See file dsdata.txt to determine how the superseded data were derived.
 EO0637
 EO0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT0687990957(NAD 83)
 EO0637
 EO0637  HISTORY     - Date     Condition        Report By
 EO0637  HISTORY     - 1975     FIRST OBSERVED   NGS
 EO0637  HISTORY     - 20051023 GOOD             GEOCAC
 EO0637
 EO0637                          STATION DESCRIPTION
 EO0637
 EO0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0637'THE STATION, MULESHOE HIGHWAY DEPARTMENT MAST KKR 786, IS THE
 EO0637'LIGHT ATOP A TRIANGULAR STEEL GUYED MAST, THAT IS PAINTED RED AND
 EO0637'WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 178 FEET AND IS
 EO0637'OWNED BY THE TEXAS HIGHWAY DEPARTMENT.  IT IS 2 MILES NORTHWEST
 EO0637'OF THE JUNCTION OF U.S. HIGHWAYS 84 AND 70 AT THE TEXAS STATE
 EO0637'HIGHWAY DEPARTMENT OFFICES.
 EO0637
 EO0637                          STATION RECOVERY (2005)
 EO0637
 EO0637'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0175 ***********************************************************************
 EO0175  DESIGNATION -  MULESHOE RM 1
 EO0175  PID         -  EO0175
 EO0175  STATE/COUNTY-  TX/BAILEY
 EO0175  USGS QUAD   -  MULESHOE (1980)
 EO0175
 EO0175                         *CURRENT SURVEY CONTROL
 EO0175  ___________________________________________________________________
 EO0175* NAD 83(1986)-  34 13 22.     (N)    102 43 07.     (W)     SCALED    
 EO0175* NAVD 88     -      1154.995  (meters)    3789.35   (feet)  POSTED    
 EO0175  ___________________________________________________________________
 EO0175  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 EO0175  DYNAMIC HT  -        1153.500 (meters)    3784.44  (feet)  COMP
 EO0175  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 EO0175
 EO0175  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EO0175
 EO0175.The horizontal coordinates were scaled from a topographic map and have
 EO0175.an estimated accuracy of +/- 6 seconds.
 EO0175
 EO0175.The orthometric height was determined by differential leveling
 EO0175.and adjusted by the National Geodetic Survey in 1992..
 EO0175.No vertical observational check was made to the station.
 EO0175.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EO0175.was located on a no-check spur therefore a value was not computed.
 EO0175
 EO0175.The geoid height was determined by GEOID03.
 EO0175
 EO0175.The dynamic height is computed by dividing the NAVD 88
 EO0175.geopotential number by the normal gravity value computed on the
 EO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0175.degrees latitude (g = 980.6199 gals.).
 EO0175
 EO0175.The modeled gravity was interpolated from observed gravity values.
 EO0175
 EO0175;                    North         East    Units  Estimated Accuracy
 EO0175;SPC TXNC     - 2,291,270.      211,360.      MT  (+/- 180 meters Scaled)
 EO0175
 EO0175                          SUPERSEDED SURVEY CONTROL
 EO0175
 EO0175  NGVD 29 (??/??/92) 1154.441  (m)         3787.53   (f) ADJ UNCH    2 0
 EO0175
 EO0175.Superseded values are not recommended for survey control.
 EO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0175.See file dsdata.txt to determine how the superseded data were derived.
 EO0175
 EO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT101892(NAD 83)
 EO0175_MARKER: DR = REFERENCE MARK DISK
 EO0175_SETTING: 0 = UNSPECIFIED SETTING
 EO0175_STAMPING: MULESHOE 1 1934
 EO0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0175
 EO0175  HISTORY     - Date     Condition        Report By
 EO0175  HISTORY     - 1934     MONUMENTED       CGS
 EO0175  HISTORY     - 1943     GOOD             NGS
 EO0175  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0175
 EO0175                          STATION DESCRIPTION
 EO0175
 EO0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EO0175'0.3 MI E FROM MULESHOE.
 EO0175'THIS MARK IS ABOUT 0.3 MI. E. ALONG US HIGHWAY 84 FROM THE PANHANDLE
 EO0175'AND SANTA FE RAILWAY STATION AT MULESHOE, BAILEY COUNTY, ABOUT 75 FEET
 EO0175'NE. OF THE STATION, SET IN A WYE FORK OF A DIM DIRT ROAD, 74 FEET SE.
 EO0175'OF THE S.E. CORNER OF A GRAIN MILL, 50 FEET N. OF THE CENTERLINE OF
 EO0175'THE HIGHWAY PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
 EO0175
 EO0175                          STATION RECOVERY (1982)
 EO0175
 EO0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0175'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0174 ***********************************************************************
 EO0174  DESIGNATION -  MULESHOE RM 2
 EO0174  PID         -  EO0174
 EO0174  STATE/COUNTY-  TX/BAILEY
 EO0174  USGS QUAD   -  MULESHOE (1980)
 EO0174
 EO0174                         *CURRENT SURVEY CONTROL
 EO0174  ___________________________________________________________________
 EO0174* NAD 83(1986)-  34 13 22.     (N)    102 43 07.     (W)     SCALED    
 EO0174* NAVD 88     -      1154.979  (meters)    3789.29   (feet)  POSTED    
 EO0174  ___________________________________________________________________
 EO0174  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 EO0174  DYNAMIC HT  -        1153.490 (meters)    3784.41  (feet)  COMP
 EO0174  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 EO0174
 EO0174  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EO0174
 EO0174.The horizontal coordinates were scaled from a topographic map and have
 EO0174.an estimated accuracy of +/- 6 seconds.
 EO0174
 EO0174.The orthometric height was determined by differential leveling
 EO0174.and adjusted by the National Geodetic Survey in 1992..
 EO0174.No vertical observational check was made to the station.
 EO0174.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EO0174.was located on a no-check spur therefore a value was not computed.
 EO0174
 EO0174.The geoid height was determined by GEOID03.
 EO0174
 EO0174.The dynamic height is computed by dividing the NAVD 88
 EO0174.geopotential number by the normal gravity value computed on the
 EO0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0174.degrees latitude (g = 980.6199 gals.).
 EO0174
 EO0174.The modeled gravity was interpolated from observed gravity values.
 EO0174
 EO0174;                    North         East    Units  Estimated Accuracy
 EO0174;SPC TXNC     - 2,291,270.      211,360.      MT  (+/- 180 meters Scaled)
 EO0174
 EO0174                          SUPERSEDED SURVEY CONTROL
 EO0174
 EO0174  NGVD 29 (??/??/92) 1154.425  (m)         3787.48   (f) ADJ UNCH    2 0
 EO0174
 EO0174.Superseded values are not recommended for survey control.
 EO0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0174.See file dsdata.txt to determine how the superseded data were derived.
 EO0174
 EO0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT101892(NAD 83)
 EO0174_MARKER: DR = REFERENCE MARK DISK
 EO0174_SETTING: 0 = UNSPECIFIED SETTING
 EO0174_STAMPING: MULESHOE NO. 2 1934
 EO0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0174
 EO0174  HISTORY     - Date     Condition        Report By
 EO0174  HISTORY     - 1934     MONUMENTED       CGS
 EO0174  HISTORY     - 1943     GOOD             NGS
 EO0174  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0174
 EO0174                          STATION DESCRIPTION
 EO0174
 EO0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EO0174'0.3 MI E FROM MULESHOE.
 EO0174'THIS MARK IS ABOUT 0.3 MI. E. ALONG US HIGHWAY 84 FROM THE PANHANDLE
 EO0174'AND SANTA FE RAILWAY STATION AT MULESHOE, BAILEY COUNTY, ABOUT 92 FEET
 EO0174'W. OF THE STATION, 128 FEET E. OF THE E. SIDE OF A STORE, 52 FEET S.
 EO0174'OF THE CENTERLINE OF THE HIGHWAY, PROJECTING ABOUT 3 INCHES ABOVE THE
 EO0174'GROUND.
 EO0174
 EO0174                          STATION RECOVERY (1982)
 EO0174
 EO0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0174'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0633 ***********************************************************************
 EO0633  DESIGNATION -  MULESHOE S MUNICIPAL TANK
 EO0633  PID         -  EO0633
 EO0633  STATE/COUNTY-  TX/BAILEY
 EO0633  USGS QUAD   -  MULESHOE (1980)
 EO0633
 EO0633                         *CURRENT SURVEY CONTROL
 EO0633  ___________________________________________________________________
 EO0633* NAD 83(1993)-  34 13 13.69623(N)    102 43 20.21754(W)     ADJUSTED  
 EO0633* NAVD 88     -                                                        
 EO0633  ___________________________________________________________________
 EO0633  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 EO0633  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 EO0633
 EO0633  HORZ ORDER  -  THIRD
 EO0633
 EO0633.The horizontal coordinates were established by classical geodetic methods
 EO0633.and adjusted by the National Geodetic Survey in February 1996..
 EO0633
 EO0633
 EO0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0633
 EO0633.The geoid height was determined by GEOID03.
 EO0633
 EO0633;                    North         East     Units Scale Factor Converg.
 EO0633;SPC TXNC     - 2,291,031.798   211,009.328   MT  1.00008068   -2 18 10.1
 EO0633;SPC TXNC     - 7,516,493.49    692,286.44   sFT  1.00008068   -2 18 10.1
 EO0633;UTM  13      - 3,788,947.970   709,817.754   MT  1.00014269   +1 16 53.1
 EO0633
 EO0633                          SUPERSEDED SURVEY CONTROL
 EO0633
 EO0633  NAD 83(1993)-  34 13 13.69756(N)    102 43 20.21599(W) AD(       ) 4
 EO0633  NAD 83(1986)-  34 13 13.70631(N)    102 43 20.20981(W) AD(       ) 4
 EO0633  NAD 27      -  34 13 13.42380(N)    102 43 18.42999(W) AD(       ) 3
 EO0633
 EO0633.Superseded values are not recommended for survey control.
 EO0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0633.See file dsdata.txt to determine how the superseded data were derived.
 EO0633
 EO0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT0981888948(NAD 83)
 EO0633_MARKER: 53 = ELEVATED TANK
 EO0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0633+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 EO0633
 EO0633  HISTORY     - Date     Condition        Report By
 EO0633  HISTORY     - 1975     FIRST OBSERVED   NGS
 EO0633  HISTORY     - 20030719 GOOD             USPSQD
 EO0633  HISTORY     - 20051022 GOOD             GEOCAC
 EO0633
 EO0633                          STATION DESCRIPTION
 EO0633
 EO0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0633'THE STATION, MULESHOE SOUTH MUNICIPAL WATER TANK, IS THE CENTER
 EO0633'OF THE TOP OF AN OVAL, ELEVATED WATER TANK THAT IS SUPPORTED BY 6
 EO0633'LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 135 FEET AND IS
 EO0633'PRESENTLY PAINTED SILVER WITH THE PICTURE OF A MULE APPEARING IN
 EO0633'BLACK ON ITS SOUTHEAST SIDE.  IT IS LOCATED AT THE EAST ANGLE OF
 EO0633'THE INTERSECTION OF EAST 5TH STREET AND EAST AVENUE E IN
 EO0633'MULESHOE.
 EO0633
 EO0633                          STATION RECOVERY (2003)
 EO0633
 EO0633'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 EO0633'RECOVERED IN GOOD CONDITION.
 EO0633
 EO0633                          STATION RECOVERY (2005)
 EO0633
 EO0633'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0627 ***********************************************************************
 EO0627  DESIGNATION -  MULESHOE WATER TANK
 EO0627  PID         -  EO0627
 EO0627  STATE/COUNTY-  TX/BAILEY
 EO0627  USGS QUAD   -  MULESHOE (1980)
 EO0627
 EO0627                         *CURRENT SURVEY CONTROL
 EO0627  ___________________________________________________________________
 EO0627* NAD 83(1993)-  34 13 27.03288(N)    102 43 23.35699(W)     ADJUSTED  
 EO0627* NAVD 88     -      1153.     (meters)    3783.     (feet)  SCALED    
 EO0627  ___________________________________________________________________
 EO0627  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 EO0627  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 EO0627
 EO0627  HORZ ORDER  -  THIRD
 EO0627
 EO0627.The horizontal coordinates were established by classical geodetic methods
 EO0627.and adjusted by the National Geodetic Survey in July 1998..
 EO0627
 EO0627.The orthometric height was scaled from a topographic map.
 EO0627
 EO0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0627
 EO0627.The geoid height was determined by GEOID03.
 EO0627
 EO0627;                    North         East     Units Scale Factor Converg.
 EO0627;SPC TXNC     - 2,291,445.669   210,945.546   MT  1.00008201   -2 18 11.8
 EO0627;SPC TXNC     - 7,517,851.33    692,077.18   sFT  1.00008201   -2 18 11.8
 EO0627;UTM  13      - 3,789,357.069   709,728.217   MT  1.00014223   +1 16 51.7
 EO0627
 EO0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0627!SPC TXNC     -   0.99982292  x   1.00008201  =   0.99990491
 EO0627!UTM  13      -   0.99982292  x   1.00014223  =   0.99996512
 EO0627
 EO0627                          SUPERSEDED SURVEY CONTROL
 EO0627
 EO0627  NAD 83(1993)-  34 13 27.03288(N)    102 43 23.35699(W) AD(       ) 4
 EO0627  NAD 83(1993)-  34 13 27.03427(N)    102 43 23.35542(W) AD(       ) 4
 EO0627  NAD 83(1986)-  34 13 27.04288(N)    102 43 23.34922(W) AD(       ) 4
 EO0627  NAD 27      -  34 13 26.75955(N)    102 43 21.56989(W) AD(       ) 3
 EO0627
 EO0627.Superseded values are not recommended for survey control.
 EO0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0627.See file dsdata.txt to determine how the superseded data were derived.
 EO0627
 EO0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT0972889357(NAD 83)
 EO0627_MARKER: 52 = STANDPIPE TANK
 EO0627
 EO0627  HISTORY     - Date     Condition        Report By
 EO0627  HISTORY     - 1934     FIRST OBSERVED   CGS
 EO0627  HISTORY     - 1975     GOOD             NGS
 EO0627  HISTORY     - 20051023 MARK NOT FOUND   GEOCAC
 EO0627
 EO0627                          STATION DESCRIPTION
 EO0627
 EO0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0627'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34102-3, STATION 1016.
 EO0627
 EO0627                          STATION RECOVERY (1975)
 EO0627
 EO0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0627'NO PREVIOUS DESCRIPTION AVAILABLE, HOWEVER, A POSITION TIE WAS
 EO0627'OBTAINED TO THE WATER TANK.  FOLLOWING IS A COMPLETE DESCRIPTION.
 EO0627'
 EO0627'THE STATION, MULESHOE WATER TANK 1934, IS THE CENTER OF THE
 EO0627'TOP OF A CYLINDRICAL WATER TANK SUPPORTED BY 4 LEGS.  THE
 EO0627'STRUCTURE HAS AN OVERALL HEIGHT OF 132 FEET AND IS PRESENTLY
 EO0627'PAINTED SILVER WITH THE LETTERING MULESHOE APPEARING IN BLACK
 EO0627'ON ITS SIDE.  IT IS LOCATED IN THE WEST ANGLE OF THE INTERSECTION
 EO0627'OF EAST 3RD STREET AND EAST AVENUE B IN MULESHOE.
 EO0627
 EO0627                          STATION RECOVERY (2005)
 EO0627
 EO0627'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0620 ***********************************************************************
 EO0620  DESIGNATION -  MULLER
 EO0620  PID         -  EO0620
 EO0620  STATE/COUNTY-  TX/CASTRO
 EO0620  USGS QUAD   -  DODD NE (1962)
 EO0620
 EO0620                         *CURRENT SURVEY CONTROL
 EO0620  ___________________________________________________________________
 EO0620* NAD 83(1993)-  34 23 41.52873(N)    102 18 12.63648(W)     ADJUSTED  
 EO0620* NAVD 88     -      1151.5    (meters)    3778.     (feet)  VERTCON   
 EO0620  ___________________________________________________________________
 EO0620  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 EO0620  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 EO0620
 EO0620  HORZ ORDER  -  SECOND
 EO0620
 EO0620.The horizontal coordinates were established by classical geodetic methods
 EO0620.and adjusted by the National Geodetic Survey in February 1996..
 EO0620
 EO0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0620
 EO0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0620
 EO0620.The geoid height was determined by GEOID03.
 EO0620
 EO0620;                    North         East     Units Scale Factor Converg.
 EO0620;SPC TX N     - 1,044,107.529   126,108.855   MT  1.00006890   -0 27 56.4
 EO0620;SPC TX N     - 3,425,542.78    413,742.14   sFT  1.00006890   -0 27 56.4
 EO0620;SPC TXNC     - 2,308,893.155   250,272.577   MT  1.00014760   -2 04 27.9
 EO0620;SPC TXNC     - 7,575,093.63    821,102.61   sFT  1.00014760   -2 04 27.9
 EO0620;UTM  13      - 3,809,236.265   747,890.229   MT  1.00035751   +1 31 26.4
 EO0620
 EO0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0620!SPC TX N     -   0.99982325  x   1.00006890  =   0.99989214
 EO0620!SPC TXNC     -   0.99982325  x   1.00014760  =   0.99997083
 EO0620!UTM  13      -   0.99982325  x   1.00035751  =   1.00018070
 EO0620
 EO0620|---------------------------------------------------------------------|
 EO0620| PID    Reference Object                     Distance      Geod. Az  |
 EO0620|                                                           dddmmss.s |
 EO0620| CJ7153 MULLER RM 1                          30.547 METERS 13255     |
 EO0620| CJ7152 MULLER AZ MK 2                                     19706     |
 EO0620| CJ7154 MULLER RM 2                          29.499 METERS 22652     |
 EO0620| CJ7151 MULLER AZ MK                                       3542907.1 |
 EO0620|---------------------------------------------------------------------|
 EO0620
 EO0620                          SUPERSEDED SURVEY CONTROL
 EO0620
 EO0620  NAD 83(1986)-  34 23 41.53587(N)    102 18 12.62940(W) AD(       ) 2
 EO0620  NAD 27      -  34 23 41.26100(N)    102 18 10.95600(W) AD(       ) 2
 EO0620  NGVD 29 (07/28/98) 1151.0    (m)         3776.     (f) VERT ANG       
 EO0620
 EO0620.Superseded values are not recommended for survey control.
 EO0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0620.See file dsdata.txt to determine how the superseded data were derived.
 EO0620
 EO0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU4789009236(NAD 83)
 EO0620_MARKER: DS = TRIANGULATION STATION DISK
 EO0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0620
 EO0620  HISTORY     - Date     Condition        Report By
 EO0620  HISTORY     - 1935     MONUMENTED       CGS
 EO0620  HISTORY     - 1938     GOOD             TXHD
 EO0620  HISTORY     - 1959     GOOD             CGS
 EO0620  HISTORY     - 1968     POOR             CGS
 EO0620  HISTORY     - 1968     GOOD             NGS
 EO0620
 EO0620                          STATION DESCRIPTION
 EO0620
 EO0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0620'STATION IS 10-1/2 MILES, AIRLINE, S OF DIMMITT, ON LAND OWNED
 EO0620'BY C.H. MULLER, AND OCCUPIED BY W.J. JORDAN, 106 FEET SE OF
 EO0620'FARMHOUSE, 68 FEET N OF FENCE, 50 FEET W OF FENCE, AND ABOUT
 EO0620'120 YARDS E OF DIMMITT-SPRING LAKE GRADED HIGHWAY.  IT IS 1
 EO0620'MILE N OF POINT WHERE POWER TRANSMISSION LINE TURNS LEFT OR
 EO0620'E.  MARK PROJECTS 10 INCHES.
 EO0620'
 EO0620'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0620'BRONZE DISKS SET IN CONCRETE.
 EO0620'
 EO0620'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT N OF FENCE,
 EO0620'27 FEET E OF GATE IN N-S FENCE, AND PROJECTS 8 INCHES.
 EO0620'
 EO0620'REFERENCE MARK NO. 2 IS SW OF STATION, 1 FOOT N OF FENCE,
 EO0620'149 FEET S OF FARMHOUSE, AND PROJECTS 6 INCHES.
 EO0620'
 EO0620'AZIMUTH MARK IS N OF STATION, 21 FEET E OF CENTER OF GRADED ROAD,
 EO0620'1 FOOT E OF FENCE, 5 FEET N OF GATE IN E-W FENCE AND PROJECTS
 EO0620'6 INCHES.
 EO0620'
 EO0620'STATION IS REACHED FROM COURTHOUSE SQUARE IN DIMMITT, BY DRIVING
 EO0620'E 0.5 MILE, TURN RIGHT OR S 0.7 MILE TO MAIN HIGHWAY S,
 EO0620'CONTINUE S 10.0 MILES TO FARMYARD OF W.J. JORDAN AND STATION.
 EO0620'
 EO0620'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATIONS CLEAVINGER,
 EO0620'HART AND SCHMUCKER.
 EO0620'
 EO0620'A 25-FOOT TOWER WAS USED.
 EO0620
 EO0620                          STATION RECOVERY (1938)
 EO0620
 EO0620'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0620'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 EO0620'ATTEMPT MADE TO RECOVER AZIMUTH MARK.
 EO0620'
 EO0620'NOTE.--LETTER OF MR. W.H. GARRETT, RESIDENT ENGINEER, TEXAS
 EO0620'HIGHWAY DEPARTMENT, DIMMITT, TEXAS, DATED MARCH 21, 1940.
 EO0620'
 EO0620'THE AZIMUTH MARK WAS MOVED 200.0 FEET TOWARD THE STATION MARK
 EO0620'ON A DIRECT LINE BETWEEN THE OLD MARK AND THE STATION.  THIS
 EO0620'AZIMUTH MARK WAS SET VERY ACCURATELY, THE ORIGINAL MARK WAS
 EO0620'MOVED AND RESET IN CONCRETE.
 EO0620'
 EO0620'THE NEW DESCRIPTION OF THE AZIMUTH MARK IS AS FOLLOWS--LOCATED
 EO0620'N OF STATION, 54 FEET E OF THE CENTER LINE OF STATE HIGHWAY 51
 EO0620'AT THE HIGHWAY STATION 323+45.0, 4 FEET E OF THE RIGHT-OF-WAY
 EO0620'FENCE AND PROJECTS 6 INCHES ABOVE GROUND.
 EO0620
 EO0620                          STATION RECOVERY (1959)
 EO0620
 EO0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HDW)
 EO0620'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, HOWEVER CHIPS
 EO0620'ARE OFF BLOCK.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 EO0620'WERE ALSO RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 EO0620'IS SLIGHTLY CHIPPED.  DIMMITT-SPRING LAKE IS U.S. HIGHWAY
 EO0620'385.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EO0620
 EO0620                          STATION RECOVERY (1968)
 EO0620
 EO0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 EO0620'THE STATION MARK WAS FOUND TO BE SOLID IN THE GROUND AND APPEARED
 EO0620'TO BE IN ITS ORIGINAL POSITION.  THE CORNERS OF THE CONCRETE
 EO0620'BLOCK HAS BEEN BROKEN OFF.  REFERENCE MARK NO. 1 HAS BEEN HIT
 EO0620'BY FARM MACHINERY BUT IS SOLID IN THE GROUND AND APPEARS TO
 EO0620'BE IN ITS ORIGINAL POSITION.  REFERENCE MARK NO. 2 AND THE
 EO0620'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 EO0620'
 EO0620'DUE TO THE AZIMUTH MARK BEING MOVED 3/21/40, 200.0 FEET TOWARD
 EO0620'THE STATION MARK ON A DIRECT LINE BETWEEN THE OLD MARK AND STATION.
 EO0620'IT WAS REQUESTED BY THE DIMMIT COUNTY SURVEYOR ANGLES BE
 EO0620'TURNED, AS SHOWN ABOVE, TO VERIFY ITS AZIMUTH.
 EO0620'
 EO0620'THE ORIGINAL DESCRIPTION OF STATION AND NOTE ON ORIGINAL
 EO0620'AZIMUTH MARK BEING RESET AND ROUTE TO REACH THE STATION ARE
 EO0620'ADEQUATE FOR RECOVERY.
 EO0620'
 EO0620'HEIGHT OF LIGHT ABOVE STATION MARK 3 FEET.
 EO0620'
 EO0620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES
 EO0620'SOUTH OF DIMMIT.
 EO0620
 EO0620                          STATION RECOVERY (1968)
 EO0620
 EO0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EO0620'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34102-2, STATION 1005.
 EO0620'RECOVERED BY USGS IN 1962. AZIMUTH MARK WAS NOT RECOVERED, BELIEVED
 EO0620'DESTROYED.
 EO0620'RECOVERED BY NGS IN 1968.
 EO0620'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2303 ***********************************************************************
 AN2303  DESIGNATION -  MULLET
 AN2303  PID         -  AN2303
 AN2303  STATE/COUNTY-  TX/ARANSAS
 AN2303  USGS QUAD   -  MESQUITE BAY (1973)
 AN2303
 AN2303                         *CURRENT SURVEY CONTROL
 AN2303  ___________________________________________________________________
 AN2303* NAD 83(1993)-  28 10 33.14113(N)    096 50 40.13905(W)     ADJUSTED  
 AN2303* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2303  ___________________________________________________________________
 AN2303  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AN2303  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN2303
 AN2303  HORZ ORDER  -  SECOND
 AN2303
 AN2303.The horizontal coordinates were established by classical geodetic methods
 AN2303.and adjusted by the National Geodetic Survey in February 1996..
 AN2303
 AN2303.The orthometric height was scaled from a topographic map.
 AN2303
 AN2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2303
 AN2303.The geoid height was determined by GEOID03.
 AN2303
 AN2303;                    North         East     Units Scale Factor Converg.
 AN2303;SPC TXSC     - 4,039,915.793   811,677.429   MT  1.00006601   +1 03 21.7
 AN2303;SPC TXSC     -13,254,290.40  2,662,978.36   sFT  1.00006601   +1 03 21.7
 AN2303;UTM  14      - 3,118,565.071   711,618.630   MT  1.00015274   +1 01 05.4
 AN2303
 AN2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2303!SPC TXSC     -   1.00000408  x   1.00006601  =   1.00007009
 AN2303!UTM  14      -   1.00000408  x   1.00015274  =   1.00015682
 AN2303
 AN2303:                Primary Azimuth Mark                     Grid Az
 AN2303:SPC TXSC     -  LIVE                                     042 34 15.3
 AN2303:UTM  14      -  LIVE                                     042 36 31.6
 AN2303
 AN2303|---------------------------------------------------------------------|
 AN2303| PID    Reference Object                     Distance      Geod. Az  |
 AN2303|                                                           dddmmss.s |
 AN2303| AN2306 LIVE                                APPROX. 8.1 KM 0433737.0 |
 AN2303| CV6593 MULLET RM 1                          21.420 METERS 23135     |
 AN2303| CV6594 MULLET RM 2                                        2820640.0 |
 AN2303|---------------------------------------------------------------------|
 AN2303
 AN2303                          SUPERSEDED SURVEY CONTROL
 AN2303
 AN2303  NAD 83(1986)-  28 10 33.14964(N)    096 50 40.11929(W) AD(       ) 2
 AN2303  NAD 27      -  28 10 32.10900(N)    096 50 39.16400(W) AD(       ) 2
 AN2303
 AN2303.Superseded values are not recommended for survey control.
 AN2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2303.See file dsdata.txt to determine how the superseded data were derived.
 AN2303
 AN2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1161918565(NAD 83)
 AN2303_MARKER: DS = TRIANGULATION STATION DISK
 AN2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2303
 AN2303  HISTORY     - Date     Condition        Report By
 AN2303  HISTORY     - 1934     MONUMENTED       CGS
 AN2303  HISTORY     - 1942     GOOD             USE
 AN2303  HISTORY     - 1947     GOOD             CGS
 AN2303  HISTORY     - 1969     GOOD             CGS
 AN2303  HISTORY     - 19910920 MARK NOT FOUND   USPSQD
 AN2303
 AN2303                          STATION DESCRIPTION
 AN2303
 AN2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2303'STATION IS LOCATED ABOUT 16-1/2 MILES NE OF ROCKPORT, ON
 AN2303'SE PART OF AYRES ISLAND, IN MESQUITE BAY.  IT IS ON A 4-FOOT
 AN2303'SHELL RIDGE WHICH IS COVERED WITH A HEAVY GROWTH OF MESQUITE.
 AN2303'IT IS 15 METERS NW OF THE BAY SHORE AND 5 METERS SE OF INNER
 AN2303'EDGE OF RIDGE.
 AN2303'
 AN2303'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2303'SET IN CONCRETE.
 AN2303'
 AN2303'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2303'BEACON 3 BELDEN DUGOUT, 138 DEG, AND BEACON 1 BELDEN DUGOUT,
 AN2303'195 DEG.
 AN2303'
 AN2303'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AN2303
 AN2303                          STATION RECOVERY (1942)
 AN2303
 AN2303'RECOVERY NOTE BY US ENGINEERS 1942
 AN2303'STATION WAS FOUND IN GOOD CONDITION, ALSO REFERENCE MARK
 AN2303'1.  NO SEARCH WAS MADE FOR REFERENCE MARK 2.
 AN2303'
 AN2303'STATION IS AT APPROXIMATE RIGHT ANGLES TO LOUISIANA-TEXAS
 AN2303'INTRACOASTAL WATERWAY LIGHT BEACON 7 IN MULLET BAY, IN A
 AN2303'SE DIRECTION.
 AN2303
 AN2303                          STATION RECOVERY (1947)
 AN2303
 AN2303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2303'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN2303'
 AN2303'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 AN2303'
 AN2303'REFERENCE MARK 2 WAS NOT SEARCHED FOR.
 AN2303
 AN2303                          STATION RECOVERY (1969)
 AN2303
 AN2303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2303'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 AN2303'MARK 1 WERE FOUND IN GOOD CONDITION.  CONSIDERABLE TIME WAS
 AN2303'SPENT IN A SEARCH FOR REFERENCE MARK 2 BUT IT COULD NOT
 AN2303'BE FOUND, HOWEVER, IT IS PROBABLY STILL IN PLACE IN HEAVY
 AN2303'BRUSH.  A MORE COMPLETE DESCRIPTION FOLLOWS--
 AN2303'
 AN2303'THE STATION IS ABOUT 16 MILES NORTHEAST OF ROCKPORT, 9
 AN2303'MILES NORTHEAST OF GOOSE ISLAND STATE PARK, 0.7 MILE SOUTHEAST OF
 AN2303'THE INTRACOASTAL WATERWAY, ON THE EAST EDGE OF RODDY ISLAND
 AN2303'THAT LIES ON THE NORTH SIDE OF MESQUITE BAY AND SOUTHWEST
 AN2303'EDGE OF AYRES BAY.
 AN2303'
 AN2303'THE STATION WAS REACHED BY BOAT FROM THE PUBLIC BOAT LANDING
 AN2303'AT GOOSE ISLAND STATE PARK BY GOING EAST ABOUT 4-1/4 MILES
 AN2303'TO THE INTRACOASTAL WATERWAY, THENCE NORTH-NORTHEAST ON THE
 AN2303'WATERWAY ABOUT 6-3/4 MILES TO A PASS ON THE RIGHT INTO MESQUITE
 AN2303'BAY (THIS IS AT THE NORTHEAST END OF BLUDWORTH ISLAND AND
 AN2303'ABOUT 3/4 MILE BEFORE REACHING INTRACOASTAL WATERWAY LIGHT
 AN2303'NO. 7).  TURN RIGHT AND GO SOUTHEAST THROUGH THE PASS INTO
 AN2303'THE BAY THENCE EASTERLY ALONG THE SOUTHERLY SHORE OF RODDY
 AN2303'ISLAND FOR ABOUT 3/4 MILE TO THE EAST EDGE OF THE ISLAND
 AN2303'AND THE STATION.
 AN2303'
 AN2303'THE STATION MARK IS A STANDARD DISK, STAMPED MULLETT 1934,
 AN2303'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2-1/2 FEET IN
 AN2303'DIAMETER THAT PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 AN2303'SHELL RIDGE.  IT IS ABOUT 100 YARDS NORTH-NORTHEAST OF EXTREME
 AN2303'SOUTHERLY POINT OF EAST END OF ISLAND, 17 FEET WEST OF NORMAL
 AN2303'HIGH WATERLINE, 11 FEET EAST OF EXTREME HIGH WATERLINE,
 AN2303'2 FEET EAST OF STEEL WITNESS POST AND ON CREST OF 4 FOOT
 AN2303'HIGH SHELL RIDGE.
 AN2303'
 AN2303'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MULLETT NO 1
 AN2303'1934, SET IN TOP OF ROUND MASS OF CONCRETE WITH 10 INCH SQUARE
 AN2303'TOP THAT PROJECTS 8 INCHES.  IT IS 28 FEET NORTH OF THE SOUTH
 AN2303'END OF THE SHELL RIDGE, 21 FEET WEST OF THE EXTREME HIGH
 AN2303'WATERLINE, 12 FEET EAST OF WEST EDGE OF RIDGE AND 1.5 FEET
 AN2303'SOUTHEAST OF METAL WITNESS POST WITH SIGN.
 AN2303'
 AN2303'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 AN2303'NORTHEAST OF ROCKPORT
 AN2303
 AN2303                          STATION RECOVERY (1991)
 AN2303
 AN2303'RECOVERY NOTE BY US POWER SQUADRON 1991 (WS)
 AN2303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1050 ***********************************************************************
 BM1050  DESIGNATION -  MUMFORD
 BM1050  PID         -  BM1050
 BM1050  STATE/COUNTY-  TX/ROBERTSON
 BM1050  USGS QUAD   -  HEARNE SOUTH (1988)
 BM1050
 BM1050                         *CURRENT SURVEY CONTROL
 BM1050  ___________________________________________________________________
 BM1050* NAD 83(1993)-  30 47 12.61609(N)    096 32 17.47478(W)     ADJUSTED  
 BM1050* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BM1050  ___________________________________________________________________
 BM1050  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BM1050  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BM1050
 BM1050  HORZ ORDER  -  SECOND
 BM1050
 BM1050.The horizontal coordinates were established by classical geodetic methods
 BM1050.and adjusted by the National Geodetic Survey in February 1996..
 BM1050
 BM1050.The orthometric height was scaled from a topographic map.
 BM1050
 BM1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1050
 BM1050.The geoid height was determined by GEOID03.
 BM1050
 BM1050;                    North         East     Units Scale Factor Converg.
 BM1050;SPC TX C     - 3,130,371.748 1,063,145.463   MT  0.99988871   +1 57 17.0
 BM1050;SPC TX C     -10,270,227.98  3,488,003.07   sFT  0.99988871   +1 57 17.0
 BM1050;UTM  14      - 3,408,570.022   735,575.461   MT  1.00028463   +1 15 38.3
 BM1050
 BM1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1050!SPC TX C     -   0.99998622  x   0.99988871  =   0.99987493
 BM1050!UTM  14      -   0.99998622  x   1.00028463  =   1.00027084
 BM1050
 BM1050|---------------------------------------------------------------------|
 BM1050| PID    Reference Object                     Distance      Geod. Az  |
 BM1050|                                                           dddmmss.s |
 BM1050| CV8898 MUMFORD RM 1                         31.543 METERS 03914     |
 BM1050| CV8899 MUMFORD RM 2                         26.330 METERS 11618     |
 BM1050| CV8897 MUMFORD AZ MK                                      3482438.8 |
 BM1050|---------------------------------------------------------------------|
 BM1050
 BM1050                          SUPERSEDED SURVEY CONTROL
 BM1050
 BM1050  NAD 83(1986)-  30 47 12.62911(N)    096 32 17.45411(W) AD(       ) 2
 BM1050  NAD 27      -  30 47 11.93200(N)    096 32 16.57300(W) AD(       ) 2
 BM1050
 BM1050.Superseded values are not recommended for survey control.
 BM1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1050.See file dsdata.txt to determine how the superseded data were derived.
 BM1050
 BM1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV3557508570(NAD 83)
 BM1050_MARKER: DS = TRIANGULATION STATION DISK
 BM1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1050
 BM1050  HISTORY     - Date     Condition        Report By
 BM1050  HISTORY     - 1943     MONUMENTED       CGS
 BM1050  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1050
 BM1050                          STATION DESCRIPTION
 BM1050
 BM1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1050'STATION IS LOCATED ABOUT 7.5 MILES SSE OF HEARNE ON THE W EDGE OF
 BM1050'AN OPEN, BARE RIDGE, 95.5 FEET E OF A TRIANGULAR-BLAZED OAK TREE
 BM1050'AND 38 FEET N OF THE S EDGE OF THE RIDGE.  IT IS STAMPED
 BM1050'MUMFORD 1943 AND PROJECTS 3 INCHES.
 BM1050'
 BM1050'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1050'DISKS SET IN CONCRETE.
 BM1050'
 BM1050'REFERENCE MARK NO. 1 IS NE OF THE STATION AT THE N EDGE OF THE
 BM1050'RIDGE AND 8 FEET NW OF A 16-INCH STUMP.  IT IS STAMPED MUMFORD
 BM1050'NO. 1 1943 AND PROJECTS 2 INCHES.
 BM1050'
 BM1050'REFERENCE MARK NO. 2 IS SE OF THE STATION AND 6 FEET N OF THE S
 BM1050'EDGE OF THE RIDGE.  IT IS STAMPED MUMFORD NO. 2 1943 AND PROJECTS
 BM1050'2 INCHES.
 BM1050'
 BM1050'THE AZIMUTH MARK IS NNW OF THE STATION, 0.05 MILE S OF A
 BM1050'T-INTERSECTION IN THE ROAD, ABOUT 100 FEET N OF THE SUMMIT OF A
 BM1050'SMALL HILL AND CURVE IN THE ROAD AND 15 FEET E OF THE CENTER
 BM1050'LINE OF A SANDY, TRACK ROAD.  IT IS STAMPED MUMFORD 1943 AND
 BM1050'PROJECTS 3 INCHES.
 BM1050'
 BM1050'TO REACH THE STATION FROM THE JUNCTION OF FOURTH STREET AND STATE
 BM1050'HIGHWAY 6 IN HEARNE, GO SE ON HIGHWAY 6 FOR 5.8 MILES TO A GRAVEL
 BM1050'SIDE ROAD ON THE RIGHT.  THEN RIGHT FOR 0.15 MILE TO A
 BM1050'T-INTERSECTION.  THEN LEFT (SSE) FOR 1.0 MILE TO A GRADED DIRT
 BM1050'ROAD ON THE RIGHT.  THEN RIGHT FOR 1.5 MILES TO A TRAIL ROAD ON
 BM1050'THE LEFT AND A MAIL BOX ON THE RIGHT.  THEN LEFT ON A SANDY,
 BM1050'TRAIL ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BM1050'CONTINUE AHEAD FOR 0.15 MILE TO A FORKS.  THEN LEFT FORK FOR
 BM1050'0.05 MILE TO THE TOP OF A RIDGE.  THEN TURN RIGHT (S) FOR
 BM1050'0.05 MILE.  THEN RIGHT (W) FOR 0.05 MILE TO A POINT NEAR
 BM1050'THE W EDGE OF THE RIDGE AND THE STATION.
 BM1050'
 BM1050'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BM1050
 BM1050                          STATION RECOVERY (1994)
 BM1050
 BM1050'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0832 ***********************************************************************
 EN0832  DESIGNATION -  MUNCY
 EN0832  PID         -  EN0832
 EN0832  STATE/COUNTY-  TX/FLOYD
 EN0832  USGS QUAD   -  LOCKNEY SE (1965)
 EN0832
 EN0832                         *CURRENT SURVEY CONTROL
 EN0832  ___________________________________________________________________
 EN0832* NAD 83(1993)-  34 03 16.31328(N)    101 22 30.00999(W)     ADJUSTED  
 EN0832* NAVD 88     -       985.     (meters)    3232.     (feet)  SCALED    
 EN0832  ___________________________________________________________________
 EN0832  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 EN0832  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EN0832
 EN0832  HORZ ORDER  -  SECOND
 EN0832
 EN0832.The horizontal coordinates were established by classical geodetic methods
 EN0832.and adjusted by the National Geodetic Survey in February 1996..
 EN0832
 EN0832.The orthometric height was scaled from a topographic map.
 EN0832
 EN0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0832
 EN0832.The geoid height was determined by GEOID03.
 EN0832
 EN0832;                    North         East     Units Scale Factor Converg.
 EN0832;SPC TXNC     - 2,268,437.821   334,589.641   MT  1.00002569   -1 34 04.8
 EN0832;SPC TXNC     - 7,442,366.42  1,097,732.85   sFT  1.00002569   -1 34 04.8
 EN0832;UTM  14      - 3,770,747.382   280,790.298   MT  1.00019239   -1 19 49.8
 EN0832
 EN0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0832!SPC TXNC     -   0.99984954  x   1.00002569  =   0.99987522
 EN0832!UTM  14      -   0.99984954  x   1.00019239  =   1.00004190
 EN0832
 EN0832:                Primary Azimuth Mark                     Grid Az
 EN0832:SPC TXNC     -  FLOYDADA PANHANDLE COMP CO TK            154 17 22.9
 EN0832:UTM  14      -  FLOYDADA PANHANDLE COMP CO TK            154 03 07.9
 EN0832
 EN0832|---------------------------------------------------------------------|
 EN0832| PID    Reference Object                     Distance      Geod. Az  |
 EN0832|                                                           dddmmss.s |
 EN0832| DP0602 FLOYDADA PANHANDLE COMP CO TK       APPROX.10.1 KM 1524318.1 |
 EN0832| DP0603 FLOYDADA EAST MUNICIPAL TANK        APPROX. 8.3 KM 1540551.0 |
 EN0832| DP0605 FLOYDADA RAD STA KFLD MST           APPROX. 9.7 KM 1683413.9 |
 EN0832| CJ7156 MUNCY RM 1                           19.763 METERS 27125     |
 EN0832| EN0833 LOCKNEY PATTERSON GRAIN ELEV        APPROX. 9.1 KM 3185457.0 |
 EN0832| EN0834 LOCKNEY MUNICIPAL TANK              APPROX. 9.8 KM 3220220.2 |
 EN0832| CJ7157 MUNCY RM 2                           10.024 METERS 35256     |
 EN0832| CJ7155 MUNCY AZ MK                                        3593111.8 |
 EN0832|---------------------------------------------------------------------|
 EN0832
 EN0832                          SUPERSEDED SURVEY CONTROL
 EN0832
 EN0832  NAD 83(1993)-  34 03 16.31587(N)    101 22 30.00829(W) AD(       ) 2
 EN0832  NAD 83(1986)-  34 03 16.31920(N)    101 22 30.00428(W) AD(       ) 2
 EN0832  NAD 27      -  34 03 16.03856(N)    101 22 28.42725(W) AD(       ) 2
 EN0832
 EN0832.Superseded values are not recommended for survey control.
 EN0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0832.See file dsdata.txt to determine how the superseded data were derived.
 EN0832
 EN0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8079070747(NAD 83)
 EN0832_MARKER: DS = TRIANGULATION STATION DISK
 EN0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0832
 EN0832  HISTORY     - Date     Condition        Report By
 EN0832  HISTORY     - 1964     MONUMENTED       CGS
 EN0832
 EN0832                          STATION DESCRIPTION
 EN0832
 EN0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0832'THE STATION IS ABOUT 6 MILES NORTH-NORTHWEST OF FLOYDADA, 5-3/4 MILES
 EN0832'SOUTHEAST OF LOCKNEY, 1-1/2 MILES SOUTH-SOUTHEAST OF THE COMMUNITY
 EN0832'OF MUNCY, 1/2 MILE EAST OF U.S. HIGHWAY 70 AND ON LAND OWNED BY MR.
 EN0832'EDD MUNCY.
 EN0832'
 EN0832'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE IN
 EN0832'FLOYDADA, GO WEST ON TEXAS STATE HIGHWAY 207 FOR 0.4 MILE TO THE
 EN0832'JUNCTION OF U.S. HIGHWAY 70.  TURN RIGHT, NORTHWEST, ON HIGHWAY 70
 EN0832'FOR 4.55 MILES TO A GRADED DIRT ROAD ON THE RIGHT.  TURN RIGHT AND
 EN0832'GO NORTH ON DIRT ROAD FOR 0.8 MILE TO A T-FENCE JUNCTION AND THE
 EN0832'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 EN0832'STATION, CONTINUE NORTH ON THE DIRT ROAD FOR 0.3 MILE TO THE MARK
 EN0832'ON THE RIGHT AT AN OLD FARM HOUSE.
 EN0832'
 EN0832'THE STATION MARK IS A STANDARD DISK, STAMPED MUNCY 1964, SET IN THE
 EN0832'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 EN0832'36.5 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD, 28.4
 EN0832'FEET NORTH OF THE T-FENCE JUNCTION, 7.8 FEET NORTHEAST OF A METAL
 EN0832'WITNESS P POST AND 4.2 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 EN0832'
 EN0832'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MUNCY NO 1 1964, SET
 EN0832'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 EN0832'IT IS 68 FEET NORTHWEST OF THE T-FENCE JUNCTION, 30.5 FEET WEST OF
 EN0832'THE CENTERLINE OF THE DIRT ROAD, 4 INCHES EAST OF A FENCE LINE AND
 EN0832'AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0832'
 EN0832'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MUNCY NO 2 1964, SET
 EN0832'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 EN0832'IT IS 60.4 FEET NORTH OF THE T-FENCE JUNCTION, 32.5 FEET EAST OF THE
 EN0832'CENTERLINE OF THE DIRT ROAD, 5 INCHES EAST OF A FENCE LINE AND
 EN0832'AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0832'
 EN0832'AZIMUTH MARK IS A STANDARD DISK, STAMPED MUNCY 1964, SET IN THE
 EN0832'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 EN0832'49.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD FARM HOUSE,
 EN0832'32.5 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD, 13.5
 EN0832'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY LEADING INTO FARM
 EN0832'YARD, 7 FEET SOUTHEAST OF A METAL WITNESS POST AND 2.7 FEET EAST OF A
 EN0832'NORTH GATE POST.
 EN0832'
 EN0832'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0881 ***********************************************************************
 DO0881  DESIGNATION -  MUNDAY CABLE TV MAST
 DO0881  PID         -  DO0881
 DO0881  STATE/COUNTY-  TX/KNOX
 DO0881  USGS QUAD   -  MUNDAY WEST (1968)
 DO0881
 DO0881                         *CURRENT SURVEY CONTROL
 DO0881  ___________________________________________________________________
 DO0881* NAD 83(1993)-  33 26 28.07390(N)    099 38 00.93059(W)     ADJUSTED  
 DO0881* NAVD 88     -                                                        
 DO0881  ___________________________________________________________________
 DO0881  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DO0881  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DO0881
 DO0881  HORZ ORDER  -  THIRD
 DO0881
 DO0881.The horizontal coordinates were established by classical geodetic methods
 DO0881.and adjusted by the National Geodetic Survey in February 1996..
 DO0881
 DO0881
 DO0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0881
 DO0881.The geoid height was determined by GEOID03.
 DO0881
 DO0881;                    North         East     Units Scale Factor Converg.
 DO0881;SPC TXNC     - 2,197,340.839   494,605.563   MT  0.99989565   -0 37 05.7
 DO0881;SPC TXNC     - 7,209,109.07  1,622,718.42   sFT  0.99989565   -0 37 05.7
 DO0881;UTM  14      - 3,700,372.021   441,108.306   MT  0.99964276   -0 20 57.0
 DO0881
 DO0881                          SUPERSEDED SURVEY CONTROL
 DO0881
 DO0881  NAD 83(1993)-  33 26 28.07607(N)    099 38 00.93106(W) AD(       ) 4
 DO0881  NAD 83(1986)-  33 26 28.08037(N)    099 38 00.92264(W) AD(       ) 4
 DO0881  NAD 27      -  33 26 27.73649(N)    099 37 59.61105(W) AD(       ) 3
 DO0881
 DO0881.Superseded values are not recommended for survey control.
 DO0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0881.See file dsdata.txt to determine how the superseded data were derived.
 DO0881
 DO0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4110800372(NAD 83)
 DO0881_MARKER: 42 = RADIO/TV MAST
 DO0881
 DO0881  HISTORY     - Date     Condition        Report By
 DO0881  HISTORY     - 1974     FIRST OBSERVED   NGS
 DO0881
 DO0881                          STATION DESCRIPTION
 DO0881
 DO0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0881'MUNDAY, TELECOM CABLE COMPANY, TELEVISION MAST IS A TRIANGULAR
 DO0881'STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND
 DO0881'WHITE, WITH NUMEROUS ANTENNAE NEAR THE TOP, AND AN OVERALL HEIGHT
 DO0881'OF 400 FEET.
 DO0881'
 DO0881'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 277 AND STATE
 DO0881'HIGHWAY 222 IN MUNDAY, GO WEST ON HIGHWAY 222 FOR 0.5 MILE TO
 DO0881'12TH AVENUE.  TURN LEFT, SOUTH, ON 12TH AVENUE FOR 0.5 MILE TO
 DO0881'MAST ON THE RIGHT.
 DO0881'
 DO0881'STATION IS THE BLINKING RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0873 ***********************************************************************
 DO0873  DESIGNATION -  MUNDAY GTE MICROWAVE
 DO0873  PID         -  DO0873
 DO0873  STATE/COUNTY-  TX/KNOX
 DO0873  USGS QUAD   -  MUNDAY EAST (1968)
 DO0873
 DO0873                         *CURRENT SURVEY CONTROL
 DO0873  ___________________________________________________________________
 DO0873* NAD 83(1993)-  33 27 00.24125(N)    099 36 21.78106(W)     ADJUSTED  
 DO0873* NAVD 88     -                                                        
 DO0873  ___________________________________________________________________
 DO0873  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 DO0873  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DO0873
 DO0873  HORZ ORDER  -  THIRD
 DO0873
 DO0873.The horizontal coordinates were established by classical geodetic methods
 DO0873.and adjusted by the National Geodetic Survey in February 1996..
 DO0873
 DO0873
 DO0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0873
 DO0873.The geoid height was determined by GEOID03.
 DO0873
 DO0873;                    North         East     Units Scale Factor Converg.
 DO0873;SPC TXNC     - 2,198,304.430   497,176.544   MT  0.99989672   -0 36 11.6
 DO0873;SPC TXNC     - 7,212,270.45  1,631,153.38   sFT  0.99989672   -0 36 11.6
 DO0873;UTM  14      - 3,701,347.428   443,674.077   MT  0.99963911   -0 20 02.7
 DO0873
 DO0873                          SUPERSEDED SURVEY CONTROL
 DO0873
 DO0873  NAD 83(1993)-  33 27 00.24351(N)    099 36 21.78154(W) AD(       ) 4
 DO0873  NAD 83(1986)-  33 27 00.24767(N)    099 36 21.77311(W) AD(       ) 4
 DO0873  NAD 27      -  33 26 59.90532(N)    099 36 20.46423(W) AD(       ) 3
 DO0873
 DO0873.Superseded values are not recommended for survey control.
 DO0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0873.See file dsdata.txt to determine how the superseded data were derived.
 DO0873
 DO0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4367401347(NAD 83)
 DO0873_MARKER: 44 = MICROWAVE MAST
 DO0873
 DO0873  HISTORY     - Date     Condition        Report By
 DO0873  HISTORY     - 1974     FIRST OBSERVED   NGS
 DO0873
 DO0873                          STATION DESCRIPTION
 DO0873
 DO0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0873'MUNDAY, GENERAL TELEPHONE AND ELECTRONICS COMPANY, MICROWAVE
 DO0873'MAST IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 DO0873'ALTERNATELY RED AND WHITE, HAS REFLECTORS NEAR THE TOP, AND AN
 DO0873'OVERALL HEIGHT OF ABOUT 210 FEET.
 DO0873'
 DO0873'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 277 AND STATE
 DO0873'HIGHWAY 222 IN MUNDAY, GO EAST ON MAIN STREET (BECOMES DIRT ROAD)
 DO0873'FOR 0.95 MILE TO MAST ON THE LEFT.
 DO0873'
 DO0873'LIGHT ATOP THE MAST IS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0870 ***********************************************************************
 DO0870  DESIGNATION -  MUNDAY TOWER
 DO0870  PID         -  DO0870
 DO0870  STATE/COUNTY-  TX/KNOX
 DO0870  USGS QUAD   -  MUNDAY EAST (1968)
 DO0870
 DO0870                         *CURRENT SURVEY CONTROL
 DO0870  ___________________________________________________________________
 DO0870* NAD 83(1993)-  33 26 52.83725(N)    099 37 19.61613(W)     ADJUSTED  
 DO0870* NAVD 88     -                                                        
 DO0870  ___________________________________________________________________
 DO0870  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DO0870  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0870
 DO0870  HORZ ORDER  -  THIRD
 DO0870
 DO0870.The horizontal coordinates were established by classical geodetic methods
 DO0870.and adjusted by the National Geodetic Survey in February 1996..
 DO0870
 DO0870
 DO0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0870
 DO0870.The geoid height was determined by GEOID03.
 DO0870
 DO0870;                    North         East     Units Scale Factor Converg.
 DO0870;SPC TXNC     - 2,198,092.195   495,680.661   MT  0.99989648   -0 36 43.2
 DO0870;SPC TXNC     - 7,211,574.14  1,626,245.64   sFT  0.99989648   -0 36 43.2
 DO0870;UTM  14      - 3,701,128.226   442,179.591   MT  0.99964122   -0 20 34.5
 DO0870
 DO0870                          SUPERSEDED SURVEY CONTROL
 DO0870
 DO0870  NAD 83(1993)-  33 26 52.83932(N)    099 37 19.61665(W) AD(       ) 4
 DO0870  NAD 83(1986)-  33 26 52.84377(N)    099 37 19.60811(W) AD(       ) 4
 DO0870  NAD 27      -  33 26 52.49819(N)    099 37 18.29839(W) AD(       ) 3
 DO0870
 DO0870.Superseded values are not recommended for survey control.
 DO0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0870.See file dsdata.txt to determine how the superseded data were derived.
 DO0870
 DO0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4218001128(NAD 83)
 DO0870_MARKER: 51 = TANK
 DO0870
 DO0870  HISTORY     - Date     Condition        Report By
 DO0870  HISTORY     - 1935     FIRST OBSERVED   CGS
 DO0870  HISTORY     - 1974     GOOD             NGS
 DO0870
 DO0870                          STATION DESCRIPTION
 DO0870
 DO0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0870'OBJECT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 DO0870'TANK, KNOWN AS THE CITY OF MUNDAY TOWER, LOCATED AT LEE
 DO0870'AND CAMPBELL STREETS.  HEIGHT 120 FEET, BUILT IN 1923.
 DO0870'
 DO0870'STATION WAS OBSERVED FROM HOLLAND AND UPSHUR.
 DO0870
 DO0870                          STATION RECOVERY (1974)
 DO0870
 DO0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0870'MUNDAY TOWER IS A FOUR LEGGED STEEL STRUCTURE, 115 FEET HIGH,
 DO0870'WITH CONICAL TYPE TANK, PAINTED SILVER WITH YELLOW BAND AROUND
 DO0870'TANK, AND THE LETTERS MUNDAY MOGULS ON THE NORTH SIDE.
 DO0870'
 DO0870'TANK IS LOCATED IN THE SOUTHEAST PART OF MUNDAY, ABOUT 100 YARDS
 DO0870'SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 277 AND STATE
 DO0870'HIGHWAY 222.
 DO0870'
 DO0870'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1051 ***********************************************************************
 CU1051  DESIGNATION -  MUNICIPAL
 CU1051  PID         -  CU1051
 CU1051  STATE/COUNTY-  TX/SCURRY
 CU1051  USGS QUAD   -  IRA NE (1979)
 CU1051
 CU1051                         *CURRENT SURVEY CONTROL
 CU1051  ___________________________________________________________________
 CU1051* NAD 83(1993)-  32 42 24.65655(N)    101 00 16.64811(W)     ADJUSTED  
 CU1051* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 CU1051  ___________________________________________________________________
 CU1051  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 CU1051  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CU1051
 CU1051  HORZ ORDER  -  FIRST
 CU1051
 CU1051.The horizontal coordinates were established by classical geodetic methods
 CU1051.and adjusted by the National Geodetic Survey in February 1996..
 CU1051
 CU1051.The orthometric height was scaled from a topographic map.
 CU1051
 CU1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1051
 CU1051.The geoid height was determined by GEOID03.
 CU1051
 CU1051;                    North         East     Units Scale Factor Converg.
 CU1051;SPC TXNC     - 2,118,144.794   365,211.743   MT  0.99989062   -1 21 57.6
 CU1051;SPC TXNC     - 6,949,280.04  1,198,198.86   sFT  0.99989062   -1 21 57.6
 CU1051;UTM  14      - 3,620,565.505   312,103.438   MT  1.00003535   -1 05 00.6
 CU1051
 CU1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1051!SPC TXNC     -   0.99988824  x   0.99989062  =   0.99977888
 CU1051!UTM  14      -   0.99988824  x   1.00003535  =   0.99992359
 CU1051
 CU1051:                Primary Azimuth Mark                     Grid Az
 CU1051:SPC TXNC     -  SNYDER HALLIBURTON CO MAST               024 32 59.5
 CU1051:UTM  14      -  SNYDER HALLIBURTON CO MAST               024 16 02.5
 CU1051
 CU1051|---------------------------------------------------------------------|
 CU1051| PID    Reference Object                     Distance      Geod. Az  |
 CU1051|                                                           dddmmss.s |
 CU1051| CU1039 SNYDER HALLIBURTON CO MAST          APPROX.10.2 KM 0231101.9 |
 CU1051| CU1038 SNYDER SUNRAY OIL CO STACK          APPROX. 6.6 KM 0404714.0 |
 CU1051| CU1033 SNYDER FAA MICROWAVE                APPROX.13.3 KM 0533740.0 |
 CU1051| CU1035 SNYDER COMMERCIAL ENGR CO MAST      APPROX.10.4 KM 0553927.1 |
 CU1051| CH9128 MUNICIPAL RM 1                        6.431 METERS 07300     |
 CU1051| CU1026 SNYDER RAD STA KNSY MAST            APPROX. 6.5 KM 0732930.6 |
 CU1051| CU1022 SNYDER STATE HWY MAST               APPROX. 9.9 KM 0842934.0 |
 CU1051| CU1029 SNYDER WINSTON APT BEACON           APPROX. 5.1 KM 0980221.4 |
 CU1051| CU1053 IRA C T MCLAUGHLIN CO MAST          APPROX. 9.4 KM 2360405.2 |
 CU1051| CH9129 MUNICIPAL RM 2                        8.389 METERS 28442     |
 CU1051|---------------------------------------------------------------------|
 CU1051
 CU1051                          SUPERSEDED SURVEY CONTROL
 CU1051
 CU1051  NAD 83(1986)-  32 42 24.66195(N)    101 00 16.63904(W) AD(       ) 1
 CU1051  NAD 27      -  32 42 24.27061(N)    101 00 15.20633(W) AD(       ) 1
 CU1051
 CU1051.Superseded values are not recommended for survey control.
 CU1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1051.See file dsdata.txt to determine how the superseded data were derived.
 CU1051
 CU1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1210320566(NAD 83)
 CU1051_MARKER: DS = TRIANGULATION STATION DISK
 CU1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1051
 CU1051  HISTORY     - Date     Condition        Report By
 CU1051  HISTORY     - 1968     MONUMENTED       CGS
 CU1051
 CU1051                          STATION DESCRIPTION
 CU1051
 CU1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1051'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF IRA, 5 MILES
 CU1051'WEST OF SNYDER, 1-1/2 MILES SOUTH OF UNION ON THE RIM OF THE
 CU1051'SNYDER MUNICIPAL RESERVOIR.
 CU1051'
 CU1051'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 CU1051'180 AT THE NORTHWEST CORNER OF THE SQUARE IN SNYDER, GO WEST ON
 CU1051'U.S. HIGHWAY 180 FOR 2.3 MILES TO THE JUNCTION OF FARM ROAD
 CU1051'1611.  CONTINUE WEST ON U.S. HIGHWAY 180 FOR 2.0 MILES TO THE
 CU1051'JUNCTION OF FARM ROAD 1609, IN THE SMALL SETTLEMENT OF UNION.
 CU1051'TURN LEFT, SOUTH, ON FARM ROAD 1609 FOR 1.45 MILES TO FARM ROAD
 CU1051'1607 ON THE LEFT AND A GRAVELED ROAD ON THE RIGHT.  TURN
 CU1051'RIGHT, WEST, ON GRAVELED ROAD FOR 0.25 MILE TO A LOCKED GATE ON
 CU1051'THE RIGHT.  (KEY OBTAINED FROM THE SNYDER CITY SECRETARY.) PASS
 CU1051'THROUGH GATE AND FOLLOW EITHER ONE OF TWO ROADS TO THE TOP OF
 CU1051'THE RIM AROUND THE RESERVOIR AND THE STATION AT THE SOUTH END.
 CU1051'
 CU1051'THE STATION MARK IS A STANDARD DISK, STAMPED MUNICIPAL 1968, SET
 CU1051'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN
 CU1051'DIAMETER AND FLUSH WITH THE GROUND.  IT IS 5.5 FEET NORTH OF THE
 CU1051'SOUTH EDGE OF THE RIM AND 4.5 FEET SOUTH OF THE CONCRETE WALL OF
 CU1051'THE RESERVOIR.
 CU1051'
 CU1051'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MUNICIPAL NO 1 1968,
 CU1051'CEMENTED IN A DRILL HOLE IN THE CONCRETE WALL OF THE RESERVOIR
 CU1051'WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 5 FEET NORTH OF
 CU1051'THE CENTER OF THE BLADED ROAD WHICH RUNS AROUND THE RESERVOIR.
 CU1051'
 CU1051'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MUNICIPAL NO 2 1968,
 CU1051'CEMENTED IN A DRILL HOLE IN THE CONCRETE WALL OF THE RESERVOIR
 CU1051'WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 5 FEET NORTH OF
 CU1051'THE CENTER OF THE BLADED ROAD WHICH RUNS AROUND THE RESERVOIR.
 CU1051'
 CU1051'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 CU1051'
 CU1051'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0915 ***********************************************************************
 CB0915  DESIGNATION -  MUNN
 CB0915  PID         -  CB0915
 CB0915  STATE/COUNTY-  TX/TOM GREEN
 CB0915  USGS QUAD   -  CARLSBAD (1984)
 CB0915
 CB0915                         *CURRENT SURVEY CONTROL
 CB0915  ___________________________________________________________________
 CB0915* NAD 83(1993)-  31 35 04.52613(N)    100 42 12.05162(W)     ADJUSTED  
 CB0915* NAVD 88     -       722.3    (meters)    2370.     (feet)  VERTCON   
 CB0915  ___________________________________________________________________
 CB0915  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CB0915  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CB0915
 CB0915  HORZ ORDER  -  THIRD
 CB0915
 CB0915.The horizontal coordinates were established by classical geodetic methods
 CB0915.and adjusted by the National Geodetic Survey in February 1996..
 CB0915
 CB0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0915
 CB0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0915
 CB0915.The geoid height was determined by GEOID03.
 CB0915
 CB0915;                    North         East     Units Scale Factor Converg.
 CB0915;SPC TX C     - 3,212,674.642   664,881.869   MT  0.99993340   -0 11 26.1
 CB0915;SPC TX C     -10,540,250.05  2,181,366.60   sFT  0.99993340   -0 11 26.1
 CB0915;UTM  14      - 3,495,650.722   338,377.726   MT  0.99992218   -0 53 32.4
 CB0915
 CB0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0915!SPC TX C     -   0.99989040  x   0.99993340  =   0.99982380
 CB0915!UTM  14      -   0.99989040  x   0.99992218  =   0.99981259
 CB0915
 CB0915:                Primary Azimuth Mark                     Grid Az
 CB0915:SPC TX C     -  TURNER                                   280 27 04.7
 CB0915:UTM  14      -  TURNER                                   281 09 11.0
 CB0915
 CB0915|---------------------------------------------------------------------|
 CB0915| PID    Reference Object                     Distance      Geod. Az  |
 CB0915|                                                           dddmmss.s |
 CB0915| CB0916 TURNER                              APPROX. 2.6 KM 2801538.6 |
 CB0915|---------------------------------------------------------------------|
 CB0915
 CB0915                          SUPERSEDED SURVEY CONTROL
 CB0915
 CB0915  NAD 83(1986)-  31 35 04.53295(N)    100 42 12.03755(W) AD(       ) 3
 CB0915  NAD 27      -  31 35 03.97499(N)    100 42 10.67146(W) AD(       ) 3
 CB0915  NGVD 29 (07/19/86)  722.1    (m)         2369.     (f) VERT ANG       
 CB0915
 CB0915.Superseded values are not recommended for survey control.
 CB0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0915.See file dsdata.txt to determine how the superseded data were derived.
 CB0915
 CB0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV3837895651(NAD 83)
 CB0915_MARKER: DD = SURVEY DISK
 CB0915_SETTING: 66 = SET IN ROCK OUTCROP
 CB0915_SP_SET: SET IN BEDROCK
 CB0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0915+STABILITY: POSITION/ELEVATION WELL
 CB0915
 CB0915  HISTORY     - Date     Condition        Report By
 CB0915  HISTORY     - 1955     MONUMENTED       USGS
 CB0915
 CB0915                          STATION DESCRIPTION
 CB0915
 CB0915'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CB0915'STATION IS LOCATED ABOUT 5.0 MI. (AIRLINE) SSE. OF WATER VALLEY,
 CB0915'4.0 MI. SW. OF CARLSBAD, ON THE HIGHEST POINT AND S. END OF A
 CB0915'NE-SW. RIDGE.
 CB0915'
 CB0915'TO REACH FROM THE CARLSBAD POST OFFICE, GO E. ON U.S. HIGHWAY 87
 CB0915'FOR 0.2 MI. TO CROSSROADS, TAKE RIGHT FORK S. AND GO 1.0 MI. TO
 CB0915'FORKS, TAKE RIGHT FORK W. AND GO 1.1 MI. TO FORKS, TAKE RIGHT
 CB0915'FORK W. AND GO 2.5 MI. TO FORKS, TAKE LEFT FORK S. AND GO 1.0 MI.
 CB0915'TO END OF TRUCK TRAVEL, PACK E. FOR ABOUT 15 MINUTES TO HIGHEST
 CB0915'POINT OF HILL AND STATION.
 CB0915'
 CB0915'STATION MARK--STANDARD TABLET, STAMPED ---MUNN 1955---, AND SET IN
 CB0915'BEDROCK.
 CB0915'
 CB0915'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2602 ***********************************************************************
 CS2602  DESIGNATION -  MUNSON
 CS2602  PID         -  CS2602
 CS2602  STATE/COUNTY-  TX/ROCKWALL
 CS2602  USGS QUAD   -  ROYSE CITY (1963)
 CS2602
 CS2602                         *CURRENT SURVEY CONTROL
 CS2602  ___________________________________________________________________
 CS2602* NAD 83(1993)-  32 53 05.54760(N)    096 18 51.94917(W)     ADJUSTED  
 CS2602* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 CS2602  ___________________________________________________________________
 CS2602  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CS2602  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS2602
 CS2602  HORZ ORDER  -  FIRST
 CS2602
 CS2602.The horizontal coordinates were established by classical geodetic methods
 CS2602.and adjusted by the National Geodetic Survey in February 1996..
 CS2602
 CS2602.The orthometric height was scaled from a topographic map.
 CS2602
 CS2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2602
 CS2602.The geoid height was determined by GEOID03.
 CS2602
 CS2602;                    North         East     Units Scale Factor Converg.
 CS2602;SPC TXNC     - 2,137,213.707   804,473.420   MT  0.99987683   +1 11 31.2
 CS2602;SPC TXNC     - 7,011,841.97  2,639,343.21   sFT  0.99987683   +1 11 31.2
 CS2602;UTM  14      - 3,641,722.561   751,238.082   MT  1.00037836   +1 27 32.0
 CS2602
 CS2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2602!SPC TXNC     -   0.99997745  x   0.99987683  =   0.99985428
 CS2602!UTM  14      -   0.99997745  x   1.00037836  =   1.00035580
 CS2602
 CS2602|---------------------------------------------------------------------|
 CS2602| PID    Reference Object                     Distance      Geod. Az  |
 CS2602|                                                           dddmmss.s |
 CS2602| CY2625 MUNSON RM 2                          27.720 METERS 00748     |
 CS2602| CY2624 MUNSON RM 1                          34.997 METERS 21913     |
 CS2602| CY2623 MUNSON AZ MK                                       3193115.1 |
 CS2602|---------------------------------------------------------------------|
 CS2602
 CS2602                          SUPERSEDED SURVEY CONTROL
 CS2602
 CS2602  NAD 83(1993)-  32 53 05.55399(N)    096 18 51.93741(W) AD(       ) 1
 CS2602  NAD 83(1986)-  32 53 05.55459(N)    096 18 51.93415(W) AD(       ) 1
 CS2602  NAD 27      -  32 53 05.11100(N)    096 18 51.00300(W) AD(       ) 1
 CS2602
 CS2602.Superseded values are not recommended for survey control.
 CS2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2602.See file dsdata.txt to determine how the superseded data were derived.
 CS2602
 CS2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5123841723(NAD 83)
 CS2602_MARKER: DS = TRIANGULATION STATION DISK
 CS2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2602
 CS2602  HISTORY     - Date     Condition        Report By
 CS2602  HISTORY     - 1949     MONUMENTED       CGS
 CS2602  HISTORY     - 1950     GOOD             CGS
 CS2602  HISTORY     - 1957     GOOD             CGS
 CS2602  HISTORY     - 1960     GOOD             CGS
 CS2602  HISTORY     - 19920825 MARK NOT FOUND   USPSQD
 CS2602
 CS2602                          STATION DESCRIPTION
 CS2602
 CS2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2602'STATION IS LOCATED ABOUT 10 MILES NORTH NORTHWEST OF TERRELL
 CS2602'AND 6 MILES SOUTH OF ROYCE CITY IN A FARMYARD.  STATION IS
 CS2602'16 FEET WEST NORTHWEST OF THE APPROXIMATE CENTERLINE OF DRIVEWAY
 CS2602'AND 5 FEET EAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4
 CS2602'INCHES AND THE DISK IS STAMPED MUNSON 1949.
 CS2602'
 CS2602'REFERENCE MARK NO. 1 IS 2 FEET NORTHEAST OF A FARM SHED.
 CS2602'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 CS2602'MUNSON NO 1 1949.
 CS2602'
 CS2602'REFERENCE MARK NO. 2 IS 35 FEET WEST OF THE SOUTHWEST CORNER
 CS2602'OF FARMHOUSE AND 14 FEET SOUTH SOUTHEAST OF A SMALL TREE.  THE
 CS2602'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MUNSON
 CS2602'NO 2 1949.
 CS2602'
 CS2602'AZIMUTH MARK IS 23 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 CS2602'OF DIRT ROAD, 5 FEET SOUTH OF WITNESS POST AND 2 FEET SOUTHWEST
 CS2602'OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 CS2602'IS STAMPED MUNSON 1949.
 CS2602'
 CS2602'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 CS2602'205 IN TERRELL GO NORTHWEST ON STATE HIGHWAY 205 FOR 10.0
 CS2602'MILES TO CROSS ROAD.  TURN RIGHT AND FOLLOW ONE LANE PAVEMENT
 CS2602'ROAD NORTH AND NORTHEAST FOR 4.8 MILES TO T ROAD.  TURN RIGHT
 CS2602'AND GO EAST AND NORTH FOR 1.5 MILES TO GRAVEL ROAD RIGHT.
 CS2602'TURN RIGHT AND GO EASTERLY FOR 2.0 MILES TO T ROAD AND
 CS2602'SCHOOLHOUSE ON RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 1.0 MILE
 CS2602'TO AZIMUTH MARK ON RIGHT OR SOUTHWEST SIDE OF ROAD AS DESCRIBED.
 CS2602'CONTINUE SOUTHEAST FOR 0.45 MILE TO DRIVEWAY ON RIGHT.  FOLLOW
 CS2602'DRIVEWAY SOUTH PAST HOUSE TO STATION AS DESCRIBED.
 CS2602'
 CS2602'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2602
 CS2602                          STATION RECOVERY (1950)
 CS2602
 CS2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JT)
 CS2602'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CS2602'CONDITION.  A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE
 CS2602'TO REFERENCE MARK NO. 2.
 CS2602'
 CS2602'A NEW DESCRIPTION FOLLOWS.
 CS2602'
 CS2602'THE STATION IS LOCATED 10.0 MILES NORTH-NORTHWEST OF TERRELL
 CS2602'AND 6.0 MILES SOUTH OF ROYSE IN A FARM YARD.  IT IS 109 FEET
 CS2602'SOUTH OF THE NORTHWEST CORNER OF THE HOUSE AND 4.6 FEET
 CS2602'NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 CS2602'THE DISK IS STAMPED MUNSON 1949.
 CS2602'
 CS2602'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF THE NORTHEAST CORNER
 CS2602'OF A SHED.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CS2602'MUNSON NO 1 1949.
 CS2602'
 CS2602'REFERENCE MARK NO. 2 IS 34 FEET WEST-NORTHWEST OF THE NORTHWEST
 CS2602'CORNER OF THE HOUSE AND 4 FEET SOUTHEAST OF A SHED.  THE MARK
 CS2602'PROJECTS 6 INCHES AND THE DISK IS STAMPED MUNSON NO 2 1949.
 CS2602'
 CS2602'AZIMUTH MARK IS ABOUT 0.45 MILE NORTHWEST OF THE STATION, 22
 CS2602'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 18 FEET WEST
 CS2602'OF A MAIL BOX, 5 FEET SOUTH OF A WITNESS POST AND 1 FOOT
 CS2602'SOUTHWEST OF THE FENCE.  THE MARK PROJECTS 8 INCHES AND THE
 CS2602'DISK IS STAMPED MUNSON 1949.
 CS2602'
 CS2602'TO REACH FROM THE WEST SIDE OF THE DEPOT IN ROYSE, GO SOUTH
 CS2602'ON A ONE LANE PAVED ROAD FOR 4.4 MILES TO A SIDE ROAD LEFT, TURN
 CS2602'LEFT ON GRAVELED ROAD FOR 2.0 MILES TO A T-INTERSECTION,
 CS2602'TURN RIGHT 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 CS2602'0.45- TO THE STATION ON THE RIGHT AT FARM HOUSE.
 CS2602'
 CS2602'A 64 FT. SIGNAL AT ROCKWALL 1949 AND NEVADA IS VISIBLE AT 37
 CS2602'FT.
 CS2602'
 CS2602'A 64 FT. SIGNAL AT FATE IS VISIBLE AT 10 FT.
 CS2602'
 CS2602'A 77 FT. SIGNAL AT QUINLAN 1949 IS VISIBLE AT 37 FT.
 CS2602'
 CS2602'A 90 FT. SIGNAL AT HENDRICKS IS VISIBLE AT 37 FT.
 CS2602'
 CS2602'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 CS2602
 CS2602                          STATION RECOVERY (1957)
 CS2602
 CS2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 CS2602'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2602'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2602'TO STATION SITE ARE CORRECT.
 CS2602
 CS2602                          STATION RECOVERY (1960)
 CS2602
 CS2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2602'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2602'IN GOOD CONDITION AS DESCRIBED.  TO REACH THE STATION FROM
 CS2602'ROCKWALL, FROM THE INTERSECTION OF S.H. 205 AND F.M. 7 IN
 CS2602'ROCKWALL, GO SOUTH ON S.H. 205, 1.8 MILES TO INTERSECTION WITH
 CS2602'F.M. 1143.  TURN RIGHT ON F.M. 1143 AND GO EAST 1.8 MILES TO
 CS2602'F.M. 549.  TURN LEFT ON F.M. 549 AND GO NORTH 0.1 MILE TO
 CS2602'F.M. 1143 ON THE RIGHT.  TURN RIGHT ON F.M. 1143 AND GO EAST
 CS2602'FOR 5.0 MILES TO F.M. 548 ON THE RIGHT.  TURN RIGHT ON F.M.
 CS2602'548 AND GO SOUTHEAST FOR 2.0 MILES WHERE F.M. 548 CURVES RIGHT
 CS2602'AND A COUNTY ROAD GOES STRAIGHT AHEAD.  PROCEED ALONG COUNTY
 CS2602'ROAD FOR 0.1 MILE TO COUNTY ROAD ON THE LEFT.  TURN LEFT ON
 CS2602'COUNTY ROAD AND GO NORTHWEST 0.13 MILE AND THE STATION ON
 CS2602'THE LEFT.
 CS2602
 CS2602                          STATION RECOVERY (1992)
 CS2602
 CS2602'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS2602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0871 ***********************************************************************
 FM0871  DESIGNATION -  MURDO
 FM0871  PID         -  FM0871
 FM0871  STATE/COUNTY-  TX/OLDHAM
 FM0871  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0871
 FM0871                         *CURRENT SURVEY CONTROL
 FM0871  ___________________________________________________________________
 FM0871* NAD 83(1993)-  35 36 13.89510(N)    102 21 58.14034(W)     ADJUSTED  
 FM0871* NAVD 88     -      1098.     (meters)    3602.     (feet)  VERTCON   
 FM0871  ___________________________________________________________________
 FM0871  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 FM0871  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 FM0871
 FM0871  HORZ ORDER  -  SECOND
 FM0871
 FM0871.The horizontal coordinates were established by classical geodetic methods
 FM0871.and adjusted by the National Geodetic Survey in February 1996..
 FM0871
 FM0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0871
 FM0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0871
 FM0871.The geoid height was determined by GEOID03.
 FM0871
 FM0871;                    North         East     Units Scale Factor Converg.
 FM0871;SPC TX N     - 1,178,271.211   121,523.603   MT  0.99991612   -0 30 07.1
 FM0871;SPC TX N     - 3,865,711.46    398,698.69   sFT  0.99991612   -0 30 07.1
 FM0871;UTM  13      - 3,943,206.110   738,591.433   MT  1.00030155   +1 32 02.7
 FM0871
 FM0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0871!SPC TX N     -   0.99983177  x   0.99991612  =   0.99974791
 FM0871!UTM  13      -   0.99983177  x   1.00030155  =   1.00013327
 FM0871
 FM0871:                Primary Azimuth Mark                     Grid Az
 FM0871:SPC TX N     -  CHANNING SW PUB SER CO TANK              019 02 36.8
 FM0871:UTM  13      -  CHANNING SW PUB SER CO TANK              017 00 27.0
 FM0871
 FM0871|---------------------------------------------------------------------|
 FM0871| PID    Reference Object                     Distance      Geod. Az  |
 FM0871|                                                           dddmmss.s |
 FM0871| FM0869 CHANNING SW PUB SER CO TANK         APPROX. 9.8 KM 0183229.7 |
 FM0871| FM0870 POINT A 1953                         30.000 METERS 02629     |
 FM0871| CJ7159 MURDO RM 2                           12.179 METERS 07014     |
 FM0871| FM0864 BOYS RANCH WATER TANK               APPROX.13.2 KM 1262611.4 |
 FM0871| FM0872 CT 35 USE 1953                      469.531 METERS 2814617.0 |
 FM0871| CJ7158 MURDO RM 1                           10.152 METERS 32921     |
 FM0871|---------------------------------------------------------------------|
 FM0871
 FM0871                          SUPERSEDED SURVEY CONTROL
 FM0871
 FM0871  NAD 83(1993)-  35 36 13.89652(N)    102 21 58.13729(W) AD(       ) 2
 FM0871  NAD 83(1986)-  35 36 13.90287(N)    102 21 58.13118(W) AD(       ) 2
 FM0871  NAD 27      -  35 36 13.74500(N)    102 21 56.41800(W) AD(       ) 2
 FM0871  NGVD 29 (07/19/86) 1097.     (m)         3599.     (f) VERT ANG       
 FM0871
 FM0871.Superseded values are not recommended for survey control.
 FM0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0871.See file dsdata.txt to determine how the superseded data were derived.
 FM0871
 FM0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3859143206(NAD 83)
 FM0871_MARKER: DS = TRIANGULATION STATION DISK
 FM0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0871
 FM0871  HISTORY     - Date     Condition        Report By
 FM0871  HISTORY     - 1953     MONUMENTED       CGS
 FM0871
 FM0871                          STATION DESCRIPTION
 FM0871
 FM0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0871'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE NORTH-SOUTH
 FM0871'RIDGE, ABOUT 6-1/2 MILES SOUTHWEST OF CHANNING, 3/4 MILE WEST
 FM0871'OF MURDO RAILROAD SIDING, 1/4 MILE NORTHEAST OF THE CANADIAN
 FM0871'CATTLE COMPANY RANCH BUILDINGS, 72 FEET SOUTH OF THE CENTERLINE OF
 FM0871'THE EAST-WEST DIRT ROAD AND 6.4 FEET EAST OF THE WHITE WITNESS
 FM0871'POST.
 FM0871'
 FM0871'TO REACH, FROM THE JUNCTION OF FARM ROADS 51 AND 767 IN
 FM0871'CHANNING, GO SOUTH, ON FARM ROAD 51, FOR 2.1 MILES TO FORKS.
 FM0871'TAKE RIGHT FORK, AND GO SOUTH, ON GRAVELED ROAD 3.8 MILES TO
 FM0871'FORKS JUST SOUTH OF MURDO RAILROAD SIDING.  TAKE RIGHT FORK,
 FM0871'AND GO WEST, ACROSS RAILROAD TRACKS 0.75 MILE TO TOP OF
 FM0871'RIDGE AND THE STATION.
 FM0871'
 FM0871'THE STATION MARK IS A STANDARD DISK, STAMPED MURDO 1953, SET
 FM0871'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FM0871'ABOUT 3 INCHES.
 FM0871'
 FM0871'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MURDO NO
 FM0871'1 1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FM0871'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 FM0871'AS THE STATION.  IT IS LOCATED 42 FEET SOUTH OF THE CENTERLINE
 FM0871'OF THE EAST-WEST DIRT ROAD.
 FM0871'
 FM0871'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MURDO
 FM0871'NO 2 1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FM0871'MONUMENT WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT
 FM0871'THE SAME ELEVATION AS THE STATION.  IT IS LOCATED 60 FEET
 FM0871'SOUTH OF THE CENTERLINE OF THE DIRT ROAD.
 FM0871'
 FM0871'THE AZIMUTH MARK IS A U.S. ENGINEER DEPARTMENT BRONZE DISK,
 FM0871'STAMPED CT 35, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 6
 FM0871'INCHES IN DIAMETER WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 FM0871'LOCATED 1/4 MILE NORTH OF THE CANADIAN CATTLE COMPANY RANCH
 FM0871'BUILDINGS, ABOUT 27 FEET WEST OF THE NORTH-SOUTH FENCELINE,
 FM0871'2 FEET EAST SOUTHEAST OF THE EAST END OF THE CATTLE GUARD
 FM0871'AND 18 INCHES SOUTH OF THE EAST-WEST FENCELINE.
 FM0871'
 FM0871'TO REACH, THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 FM0871'0.25 MILE TO THE CATTLE GUARD ON RIGHT SIDE OF ROAD.  TURN
 FM0871'RIGHT, ACROSS CATTLE GUARD, AND GO WEST 0.15 MILE TO CATTLE
 FM0871'GUARD JUST AFTER PASSING RANCH HOUSE ON RIGHT.  TURN RIGHT,
 FM0871'ACROSS CATTLE GUARD, AND GO NORTH 0.2 MILE TO CATTLE GUARD AND
 FM0871'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1387 ***********************************************************************
 AH1387  DESIGNATION -  MURDOCK
 AH1387  PID         -  AH1387
 AH1387  STATE/COUNTY-  TX/KENEDY
 AH1387  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1387
 AH1387                         *CURRENT SURVEY CONTROL
 AH1387  ___________________________________________________________________
 AH1387* NAD 83(1993)-  27 10 25.71278(N)    097 22 13.93099(W)     ADJUSTED  
 AH1387* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1387  ___________________________________________________________________
 AH1387  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AH1387  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AH1387
 AH1387  HORZ ORDER  -  THIRD
 AH1387
 AH1387.The horizontal coordinates were established by classical geodetic methods
 AH1387.and adjusted by the National Geodetic Survey in February 1996..
 AH1387
 AH1387.The orthometric height was scaled from a topographic map.
 AH1387
 AH1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1387
 AH1387.The geoid height was determined by GEOID03.
 AH1387
 AH1387;                    North         East     Units Scale Factor Converg.
 AH1387;SPC TX S     - 5,167,479.647   411,919.154   MT  0.99989932   +0 30 46.0
 AH1387;SPC TX S     -16,953,639.48  1,351,438.09   sFT  0.99989932   +0 30 46.0
 AH1387;UTM  14      - 3,006,734.961   661,431.017   MT  0.99992170   +0 44 39.6
 AH1387
 AH1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1387!SPC TX S     -   1.00000340  x   0.99989932  =   0.99990272
 AH1387!UTM  14      -   1.00000340  x   0.99992170  =   0.99992510
 AH1387
 AH1387:                Primary Azimuth Mark                     Grid Az
 AH1387:SPC TX S     -  GAP 1913                                 185 34 10.7
 AH1387:UTM  14      -  GAP 1913                                 185 20 17.1
 AH1387
 AH1387|---------------------------------------------------------------------|
 AH1387| PID    Reference Object                     Distance      Geod. Az  |
 AH1387|                                                           dddmmss.s |
 AH1387| AH1413 GAP 1913                            APPROX. 4.5 KM 1860456.7 |
 AH1387| CV2709 MURDOCK RM                           50.360 METERS 21126     |
 AH1387|---------------------------------------------------------------------|
 AH1387
 AH1387                          SUPERSEDED SURVEY CONTROL
 AH1387
 AH1387  NAD 83(1986)-  27 10 25.73090(N)    097 22 13.90820(W) AD(       ) 3
 AH1387  NAD 27      -  27 10 24.55900(N)    097 22 12.97100(W) AD(       ) 3
 AH1387
 AH1387.Superseded values are not recommended for survey control.
 AH1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1387.See file dsdata.txt to determine how the superseded data were derived.
 AH1387
 AH1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6143106735(NAD 83)
 AH1387_MARKER: DS = TRIANGULATION STATION DISK
 AH1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1387
 AH1387  HISTORY     - Date     Condition        Report By
 AH1387  HISTORY     - 1912     MONUMENTED       CGS
 AH1387  HISTORY     - 1938     MARK NOT FOUND   CGS
 AH1387  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1387
 AH1387                          STATION DESCRIPTION
 AH1387
 AH1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1387'ON A CONSPICUOUS, CONICAL SAND HILL ON THE GULF BEACH OF
 AH1387'PADRE ISLAND DIRECTLY ACROSS FROM MURDOCKS LANDING, ABOUT
 AH1387'1/2 MILE S OF PAT DUNNS CORRAL, AND 2 MILES S OF THE ROCK
 AH1387'PEN LANDING ON THE KENEDY RANCH.  THIS HILL IS PROBABLY THE
 AH1387'HIGHEST IN THE VICINITY.  IT HAS AN ELEVATION OF ABOUT 40
 AH1387'FEET AND IS 100 METERS (328 FEET) FROM THE HIGH-WATER MARK.
 AH1387'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 AH1387'IN CONCRETE.  A REFERENCE
 AH1387'MARK, A CONCRETE CYLINDER, IS 50.36 METERS (165.2 FEET)
 AH1387'FROM THE STATION BEARING S 31 DEG 23 MIN W.  OTHER
 AH1387'BEARINGS ARE--WINDMILL CARNESTOLIENDOS, S 69 DEG 20 MIN W.
 AH1387'WINDMILL NEAR ROCK PEN, N 58 DEG 40 MIN W.  A
 AH1387'SECOND WINDMILL NEAR ROCK PEN, N 58 DEG 21 MIN W.
 AH1387
 AH1387                          STATION RECOVERY (1938)
 AH1387
 AH1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1387'STATION DESTROYED.  THE MARK WAS FOUND LYING IN THE SAND.
 AH1387'
 AH1387'THE REFERENCE MARK COULD NOT BE FOUND.  IT HAS PROBABLY
 AH1387'BEEN DESTROYED.  THE DUNES IN THIS VICINITY HAVE SHIFTED
 AH1387'CONSIDERABLY SINCE 1912.  THERE IS A BARE HILL OF SHIFTING
 AH1387'SAND ABOUT 100 FEET W OF WHERE THE STATION MARK WAS FOUND.
 AH1387
 AH1387                          STATION RECOVERY (1969)
 AH1387
 AH1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1387'THE STATION SITE WAS VISITED IN AN ATTEMPT TO FIND THE REFERENCE
 AH1387'AND UNDERGROUND MARK AS THE STATION WAS REPORTED LOST IN
 AH1387'1938.  THE SAND DUNES IN THE AREA ARE GONE AND NO TRACE
 AH1387'OF ANY OF THE MARKS COULD BE FOUND.  THE STATION IS PROBABLY
 AH1387'LOST.
 AH1387'
 AH1387'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES
 AH1387'EAST OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0980 ***********************************************************************
 CB0980  DESIGNATION -  MURPHY
 CB0980  PID         -  CB0980
 CB0980  STATE/COUNTY-  TX/CROCKETT
 CB0980  USGS QUAD   -  CEDAR CANYON (1970)
 CB0980
 CB0980                         *CURRENT SURVEY CONTROL
 CB0980  ___________________________________________________________________
 CB0980* NAD 83(1993)-  31 00 22.19642(N)    101 54 21.59704(W)     ADJUSTED  
 CB0980* NAVD 88     -       923.     (meters)    3028.     (feet)  SCALED    
 CB0980  ___________________________________________________________________
 CB0980  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CB0980  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CB0980
 CB0980  HORZ ORDER  -  SECOND
 CB0980
 CB0980.The horizontal coordinates were established by classical geodetic methods
 CB0980.and adjusted by the National Geodetic Survey in February 1996..
 CB0980
 CB0980.The orthometric height was scaled from a topographic map.
 CB0980
 CB0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0980
 CB0980.The geoid height was determined by GEOID03.
 CB0980
 CB0980;                    North         East     Units Scale Factor Converg.
 CB0980;SPC TX C     - 3,149,551.583   549,836.135   MT  0.99988175   -0 48 36.1
 CB0980;SPC TX C     -10,333,153.82  1,803,920.72   sFT  0.99988175   -0 48 36.1
 CB0980;UTM  14      - 3,433,911.822   222,537.322   MT  1.00054974   -1 29 52.5
 CB0980
 CB0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0980!SPC TX C     -   0.99985875  x   0.99988175  =   0.99974051
 CB0980!UTM  14      -   0.99985875  x   1.00054974  =   1.00040841
 CB0980
 CB0980:                Primary Azimuth Mark                     Grid Az
 CB0980:SPC TX C     -  IRAAN WATER TANK                         191 31 16.5
 CB0980:UTM  14      -  IRAAN WATER TANK                         192 12 32.9
 CB0980
 CB0980|---------------------------------------------------------------------|
 CB0980| PID    Reference Object                     Distance      Geod. Az  |
 CB0980|                                                           dddmmss.s |
 CB0980| BO0563 IRAAN WATER TANK                    APPROX.15.1 KM 1904240.4 |
 CB0980| CH9132 MURPHY RM 2                          22.585 METERS 25400     |
 CB0980| CH9130 MURPHY AZ MK                                       2701858.9 |
 CB0980| CH9131 MURPHY RM 1                          19.184 METERS 35410     |
 CB0980|---------------------------------------------------------------------|
 CB0980
 CB0980                          SUPERSEDED SURVEY CONTROL
 CB0980
 CB0980  NAD 83(1986)-  31 00 22.20730(N)    101 54 21.58363(W) AD(       ) 2
 CB0980  NAD 27      -  31 00 21.64600(N)    101 54 20.11800(W) AD(       ) 2
 CB0980
 CB0980.Superseded values are not recommended for survey control.
 CB0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0980.See file dsdata.txt to determine how the superseded data were derived.
 CB0980
 CB0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV2253733912(NAD 83)
 CB0980_MARKER: DS = TRIANGULATION STATION DISK
 CB0980_SETTING: 66 = SET IN ROCK OUTCROP
 CB0980_SP_SET: PARTIALLY EXPOSED BEDROCK
 CB0980
 CB0980  HISTORY     - Date     Condition        Report By
 CB0980  HISTORY     - 1919     MONUMENTED       USGS
 CB0980  HISTORY     - 1943     GOOD             USGS
 CB0980
 CB0980                          STATION DESCRIPTION
 CB0980
 CB0980'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 CB0980'STATION IS LOCATED 16 MILES SOUTH OF RANKIN BY AIRLINE, AND
 CB0980'22 MILES EAST-SOUTHEAST OF MC CAMEY BY AIRLINE, AND 25 MILES
 CB0980'NORTH OF SHEFFIELD BY AIRLINE, AND 31 MILES WEST-SOUTHWEST
 CB0980'OF BIG LAKE BY AIRLINE.
 CB0980'
 CB0980'TO REACH FROM THE TRAFFIC LIGHT AT INTERSECTION OF MAIN STREET
 CB0980'AND U.S. HIGHWAY 67 IN RANKIN, GO SOUTHWESTERLY ON U.S. HIGHWAY
 CB0980'67 TOWARD MC CAMEY FOR 0.35 MILE, THENCE LEFT ACROSS RAILROAD
 CB0980'AND FOLLOW MAIN TRAVELED GRADED DIRT ROAD SOUTHEASTERLY FOR
 CB0980'13.5 MILES TO BUILDINGS AT HOLTKE RANCH HEADQUARTERS.  BEAR
 CB0980'RIGHT, PASSING TO THE RIGHT OF HOUSE AND THROUGH A WIRE GATE
 CB0980'JUST EAST OF BARN AND CORRALS.  CONTINUE SOUTHWESTERLY ON RANCH
 CB0980'ROAD FROM WIRE GATE FOR 0.45 MILE.  THENCE LEFT 0.65 MILE
 CB0980'TO A BOARD GATE WITH SIGN GAME PRESERVE EXTENSION SERVICE,
 CB0980'TEXAS A. AND M. COLLEGE.  PASS THROUGH GATE AND FOLLOW TRACK
 CB0980'ROAD SOUTHERLY ON MAIN ROAD ALONG EAST SIDE OF FENCE 0.65
 CB0980'MILE TO A WINDMILL AND CEMENT TANK.  CONTINUE SOUTHERLY ON
 CB0980'MAIN ROAD FOR 2.25 MILES TO FORK JUST NORTH OF ANOTHER
 CB0980'WINDMILL AND TANK.  THE RIGHT FORK WHICH SEEMS TO BE THE MAIN
 CB0980'TRAVELED ROAD TURNS RIGHT THROUGH A BOARD GATE.  KEEP
 CB0980'LEFT FORK, PASSING TO THE LEFT OF WINDMILL AND FOLLOW DIM
 CB0980'TRACKS FOR 0.2 MILE TO ANOTHER BOARD GATE.  PASS THROUGH
 CB0980'GATE AND CONTINUE SOUTHWESTERLY ON ONLY ROAD FOR 2.1 MILES TO
 CB0980'BOARD GATE AT THIRD WINDMILL AND TANK.  THE ROAD FOR THE
 CB0980'NEXT 0.1 MILE IS ALMOST COMPLETELY OBLITERATED BUT IS PLAINLY
 CB0980'VISIBLE AFTER TWO OR THREE HUNDRED YARDS.  TURN LEFT ALONG
 CB0980'EAST SIDE OF WIRE FENCE, CROSSING A SMALL WASH ABOUT 30
 CB0980'YARDS FROM GATE, AND FOLLOW TRACK ROAD SOUTHERLY 1.6
 CB0980'MILES TO ANOTHER BOARD GATE.  THIS GATE PROBABLY WILL BE
 CB0980'LOCKED, KEY MAY BE OBTAINED AT PARKER RANCH HEADQUARTERS.  PASS
 CB0980'THROUGH GATE AND CONTINUE 0.55 MILE TO A FOURTH WINDMILL AND
 CB0980'TANK.  PASS TO THE LEFT OF WINDMILL AND BEAR RIGHT THROUGH
 CB0980'WIRE GATE 20 YARDS WEST OF CEMENT TANK.  TURN LEFT AND PICK
 CB0980'WAY WESTERLY ALONG NORTH SIDE OF FENCE 0.75 MILE TO STATION.
 CB0980'
 CB0980'STATION IS LOCATED IN ABOUT THE CENTER OF A LOW FLAT MESA,
 CB0980'189 FEET NORTH OF AN EAST WEST FENCE LINE.  A STANDARD U.S.
 CB0980'GEOLOGICAL DISK SET IN BED ROCK FLUSH WITH THE GROUND ILLINOIS,
 CB0980'CAST IN DISK.
 CB0980'
 CB0980'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION.  A
 CB0980'STANDARD BRONZE DISK SET IN AN 8 INCH ROUND CONCRETE POST
 CB0980'PROJECTING 6 INCHES ABOVE THE GROUND STAMPED MURPHY USGS NO 1
 CB0980'1943.
 CB0980'
 CB0980'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION.  A
 CB0980'STANDARD BRONZE DISK SET IN AN 8 INCH ROUND CONCRETE POST
 CB0980'PROJECTING 6 INCHES ABOVE THE GROUND STAMPED MURPHY USGS NO.
 CB0980'2 1943.
 CB0980'
 CB0980'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION BY AIRLINE, AND
 CB0980'0.8 MILE BY ROAD, AND 0.3 MILE WEST OF A NORTH SOUTH FNCE
 CB0980'LINE.  A STANDARD BRONZE DISK SET IN THE TOP OF A 10 INCH
 CB0980'SQUARE CONCRETE BLOCK STAMPED MURPHY 1943 AND PROJECTS 6
 CB0980'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2019 ***********************************************************************
 AY2019  DESIGNATION -  MURPHY 2
 AY2019  PID         -  AY2019
 AY2019  STATE/COUNTY-  TX/MEDINA
 AY2019  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY2019
 AY2019                         *CURRENT SURVEY CONTROL
 AY2019  ___________________________________________________________________
 AY2019* NAD 83(1993)-  29 16 21.33251(N)    099 04 58.76794(W)     ADJUSTED  
 AY2019* NAVD 88     -       255.2    (meters)     837.     (feet)  VERTCON   
 AY2019  ___________________________________________________________________
 AY2019  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AY2019  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AY2019
 AY2019  HORZ ORDER  -  THIRD
 AY2019
 AY2019.The horizontal coordinates were established by classical geodetic methods
 AY2019.and adjusted by the National Geodetic Survey in February 1996..
 AY2019.No horizontal observational check was made to the station.
 AY2019
 AY2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2019
 AY2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2019
 AY2019.The geoid height was determined by GEOID03.
 AY2019
 AY2019;                    North         East     Units Scale Factor Converg.
 AY2019;SPC TXSC     - 4,159,510.784   591,935.845   MT  0.99986383   -0 02 26.4
 AY2019;SPC TXSC     -13,646,661.63  1,942,042.85   sFT  0.99986383   -0 02 26.4
 AY2019;UTM  14      - 3,238,189.983   491,937.971   MT  0.99960080   -0 02 26.1
 AY2019
 AY2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2019!SPC TXSC     -   0.99996367  x   0.99986383  =   0.99982751
 AY2019!UTM  14      -   0.99996367  x   0.99960080  =   0.99956449
 AY2019
 AY2019|---------------------------------------------------------------------|
 AY2019| PID    Reference Object                     Distance      Geod. Az  |
 AY2019|                                                           dddmmss.s |
 AY2019| AY2014 MURPHY RESET                          9.398 METERS 13115     |
 AY2019| AY2018 MURPHY AZ MK                        APPROX. 0.7 KM 3343210.2 |
 AY2019|---------------------------------------------------------------------|
 AY2019
 AY2019                          SUPERSEDED SURVEY CONTROL
 AY2019
 AY2019  NAD 83(1986)-  29 16 21.33458(N)    099 04 58.75047(W) AD(       ) 3
 AY2019  NAD 27      -  29 16 20.48224(N)    099 04 57.62776(W) AD(       ) 3
 AY2019  NGVD 29 (07/19/86)  255.1    (m)          837.     (f) VERT ANG       
 AY2019
 AY2019.Superseded values are not recommended for survey control.
 AY2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2019.See file dsdata.txt to determine how the superseded data were derived.
 AY2019
 AY2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9193838190(NAD 83)
 AY2019_MARKER: DS = TRIANGULATION STATION DISK
 AY2019_SETTING: 66 = SET IN ROCK OUTCROP
 AY2019_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AY2019
 AY2019  HISTORY     - Date     Condition        Report By
 AY2019  HISTORY     - 1978     MONUMENTED       NGS
 AY2019  HISTORY     - 19950522 GOOD             USPSQD
 AY2019  HISTORY     - 19970506 GOOD             USPSQD
 AY2019  HISTORY     - 20030109 GOOD             USPSQD
 AY2019  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY2019
 AY2019                          STATION DESCRIPTION
 AY2019
 AY2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AY2019'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF HONDO, 3 MILES
 AY2019'SOUTHWEST OF THE MURPHY SCHOOL, ACROSS THE HIGHWAY AND A COUPLE OF
 AY2019'HUNDRED FEET SOUTH OF ELECTRIC COMPANYS SUB-STATION, AND ON THE
 AY2019'EAST RIGHT-OF-WAY OF STATE HIGHWAY 173.
 AY2019'
 AY2019'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND
 AY2019'STATE HIGHWAY 173, WHICH IS ABOUT 1-MILE EAST OF HONDO.  GO SOUTH
 AY2019'ON STATE HIGHWAY 173 FOR 5.2 MILES TO AZIMUTH MARK ON THE RIGHT.
 AY2019'CONTINUE SOUTH ON STATE HIGHWAY 173 FOR 0.45 MILE TO STATION ON
 AY2019'THE LEFT.
 AY2019'
 AY2019'THE STATION MARK IS A STANDARD DISK, SET IN A DRILL HOLE IN
 AY2019'BED-ROCK AND IS STAMPED MURPHY 2 1978.  IT IS 43 FEET EAST-SOUTHEAST
 AY2019'OF THE CENTER OF HIGHWAY, 34 FEET NORTH-NORTHWEST OF A METAL
 AY2019'WITNESS POST AND 18 FEET WEST-SOUTHWEST OF THE FENCE LINE.
 AY2019'
 AY2019'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A
 AY2019'SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 AY2019'MURPHY NO 3 1953 1964.  IT IS 70 FEET EAST-SOUTHEAST OF THE CENTER
 AY2019'OF HIGHWAY, 12.6 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND 9.5
 AY2019'FEET EAST-SOUTHEAST OF THE FENCE LINE.
 AY2019'
 AY2019'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN A DRILL HOLE, IN
 AY2019'BEDROCK AND IS STAMPED MURPHY 2 NO 5 1978.  IT IS 47 FEET
 AY2019'EAST-SOUTHEAST OF THE CENTER OF HIGHWAY, 17.6 FEET NORTH-NORTHWEST
 AY2019'OF A METAL WITNESS POST AND 14 FEET WEST-SOUTHWEST OF THE FENCE
 AY2019'LINE.
 AY2019'
 AY2019'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 AY2019'POST, THAT PROJECTS ABOUT 5-INCHES AND IS STAMPED MURPHY 1953.  IT
 AY2019'IS 160 FEET NORTH-NORTHEAST OF A HIGH LINE POLE NO. 31, 105 FEET
 AY2019'NORTH-NORTHEAST OF A BURIED TELEPHONE CABLE OUTLET BOX, 60 FEET
 AY2019'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY, 1.6 FEET EAST OF THE
 AY2019'FENCE LINE AND 1.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 AY2019'
 AY2019'NEAREST TOWN--HONDO.
 AY2019
 AY2019                          STATION RECOVERY (1995)
 AY2019
 AY2019'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2019'RECOVERED IN GOOD CONDITION.
 AY2019
 AY2019                          STATION RECOVERY (1997)
 AY2019
 AY2019'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2019'RECOVERED IN GOOD CONDITION.
 AY2019
 AY2019                          STATION RECOVERY (2003)
 AY2019
 AY2019'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2019'ALSO NO 3 AND 5 WERE GOOD
 AY2019
 AY2019                          STATION RECOVERY (2005)
 AY2019
 AY2019'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 AY2019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2018 ***********************************************************************
 AY2018  DESIGNATION -  MURPHY AZ MK
 AY2018  PID         -  AY2018
 AY2018  STATE/COUNTY-  TX/MEDINA
 AY2018  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY2018
 AY2018                         *CURRENT SURVEY CONTROL
 AY2018  ___________________________________________________________________
 AY2018* NAD 83(1993)-  29 16 40.54481(N)    099 05 09.20326(W)     ADJUSTED  
 AY2018* NAVD 88     -       255.7    (meters)     839.     (feet)  VERTCON   
 AY2018  ___________________________________________________________________
 AY2018  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AY2018  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AY2018
 AY2018  HORZ ORDER  -  THIRD
 AY2018
 AY2018.The horizontal coordinates were established by classical geodetic methods
 AY2018.and adjusted by the National Geodetic Survey in February 1996..
 AY2018.No horizontal observational check was made to the station.
 AY2018
 AY2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2018
 AY2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2018
 AY2018.The geoid height was determined by GEOID03.
 AY2018
 AY2018;                    North         East     Units Scale Factor Converg.
 AY2018;SPC TXSC     - 4,160,102.433   591,654.616   MT  0.99986373   -0 02 31.5
 AY2018;SPC TXSC     -13,648,602.73  1,941,120.19   sFT  0.99986373   -0 02 31.5
 AY2018;UTM  14      - 3,238,781.477   491,656.815   MT  0.99960086   -0 02 31.2
 AY2018
 AY2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2018!SPC TXSC     -   0.99996359  x   0.99986373  =   0.99982733
 AY2018!UTM  14      -   0.99996359  x   0.99960086  =   0.99956447
 AY2018
 AY2018:                Primary Azimuth Mark                     Grid Az
 AY2018:SPC TXSC     -  MURPHY RESET                             154 15 22.0
 AY2018:UTM  14      -  MURPHY RESET                             154 15 21.7
 AY2018
 AY2018|---------------------------------------------------------------------|
 AY2018| PID    Reference Object                     Distance      Geod. Az  |
 AY2018|                                                           dddmmss.s |
 AY2018| AY2014 MURPHY RESET                        APPROX. 0.7 KM 1541250.5 |
 AY2018| AY2019 MURPHY 2                            APPROX. 0.7 KM 1543205.1 |
 AY2018|---------------------------------------------------------------------|
 AY2018
 AY2018                          SUPERSEDED SURVEY CONTROL
 AY2018
 AY2018  NAD 83(1986)-  29 16 40.54686(N)    099 05 09.18582(W) AD(       ) 3
 AY2018  NAD 27      -  29 16 39.69513(N)    099 05 08.06290(W) AD(       ) 3
 AY2018  NGVD 29 (07/19/86)  255.6    (m)          839.     (f) VERT ANG       
 AY2018
 AY2018.Superseded values are not recommended for survey control.
 AY2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2018.See file dsdata.txt to determine how the superseded data were derived.
 AY2018
 AY2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9165738781(NAD 83)
 AY2018_MARKER: DZ = AZIMUTH MARK DISK
 AY2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2018_STAMPING: MURPHY 1953 1978
 AY2018_MARK LOGO: NGS   
 AY2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2018+STABILITY: SURFACE MOTION
 AY2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY2018+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY2018
 AY2018  HISTORY     - Date     Condition        Report By
 AY2018  HISTORY     - 1978     MONUMENTED       NGS
 AY2018  HISTORY     - 19860313 GOOD             NGS
 AY2018  HISTORY     - 19950427 GOOD             USPSQD
 AY2018  HISTORY     - 19970506 GOOD             USPSQD
 AY2018  HISTORY     - 20030109 GOOD             USPSQD
 AY2018  HISTORY     - 20050521 GOOD             USPSQD
 AY2018
 AY2018                          STATION DESCRIPTION
 AY2018
 AY2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AY2018'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF HONDO, 3 MILES
 AY2018'SOUTHWEST OF THE MURPHY SCHOOL, ACROSS THE HIGHWAY AND A COUPLE
 AY2018'OF HUNDRED FEET SOUTH OF ELECTRIC COMPANYS SUB-STATION, AND ON THE
 AY2018'EAST RIGHT-OF-WAY OF STATE HIGHWAY 173.
 AY2018'
 AY2018'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND
 AY2018'STATE HIGHWAY 173, WHICH IS ABOUT 1-MILE EAST OF HONDO.  GO SOUTH
 AY2018'ON STATE HIGHWAY 173 FOR 5.2 MILES TO AZIMUTH MARK ON THE RIGHT.
 AY2018'
 AY2018'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 AY2018'POST, THAT PROJECTS ABOUT 5-INCHES AND IS STAMPED MURPHY 1953.  IT
 AY2018'IS 160 FEET NORTH-NORTHEAST OF A HIGH LINE POLE NO. 31, 105 FEET
 AY2018'NORTH-NORTHEAST OF A BURIED TELEPHONE CABLE OUTLET BOX, 60 FEET
 AY2018'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY, 1.6 FEET EAST OF THE
 AY2018'FENCE LINE AND 1.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 AY2018'
 AY2018'NEAREST TOWN--HONDO.
 AY2018
 AY2018                          STATION RECOVERY (1986)
 AY2018
 AY2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 AY2018'THE AZIMUTH MARK IS LOCATED ABOUT 12.0 KM (7.45 MI) SOUTHEAST OF HONDO
 AY2018'ALONG THE SOUTHWEST RIGHT-OF-WAY OF STATE HIGHWAY 173.  TO REACH FROM
 AY2018'THE JUNCTION OF U.S HIGHWAY 90 AND STATE HIGHWAY 173, IN THE EAST EDGE
 AY2018'OF HONDO, GO SOUTHERLY ON STATE HIGHWAY 173 FOR 8.32 KM (5.15 MI) TO
 AY2018'THE STATION ON THE RIGHT.  AZIMUTH MARK, STAMPED---MURPHY 1953
 AY2018'1978---, IS A STANDARD DISK SET IN TOP OF A ROUND CONCRETE MONUMENT
 AY2018'FLUSH WITH THE GROUND.  IT IS 17.68 METERS (58.01 FT) SOUTHWEST OF THE
 AY2018'CENTER OF THE HIGHWAY AND 0.30 METER (0.98 FT) NORTHEAST OF A FENCE
 AY2018'AND WITNESS POST.
 AY2018
 AY2018                          STATION RECOVERY (1995)
 AY2018
 AY2018'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2018'RECOVERED IN GOOD CONDITION.
 AY2018
 AY2018                          STATION RECOVERY (1997)
 AY2018
 AY2018'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2018'RECOVERED IN GOOD CONDITION.
 AY2018
 AY2018                          STATION RECOVERY (2003)
 AY2018
 AY2018'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2018'RECOVERED IN GOOD CONDITION.
 AY2018
 AY2018                          STATION RECOVERY (2005)
 AY2018
 AY2018'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 AY2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2014 ***********************************************************************
 AY2014  DESIGNATION -  MURPHY RESET
 AY2014  PID         -  AY2014
 AY2014  STATE/COUNTY-  TX/MEDINA
 AY2014  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY2014
 AY2014                         *CURRENT SURVEY CONTROL
 AY2014  ___________________________________________________________________
 AY2014* NAD 83(1993)-  29 16 21.13127(N)    099 04 58.50618(W)     ADJUSTED  
 AY2014* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 AY2014  ___________________________________________________________________
 AY2014  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AY2014  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AY2014
 AY2014  HORZ ORDER  -  SECOND
 AY2014
 AY2014.The horizontal coordinates were established by classical geodetic methods
 AY2014.and adjusted by the National Geodetic Survey in February 1996..
 AY2014
 AY2014.The orthometric height was scaled from a topographic map.
 AY2014
 AY2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2014
 AY2014.The geoid height was determined by GEOID03.
 AY2014
 AY2014;                    North         East     Units Scale Factor Converg.
 AY2014;SPC TXSC     - 4,159,504.584   591,942.906   MT  0.99986383   -0 02 26.2
 AY2014;SPC TXSC     -13,646,641.29  1,942,066.02   sFT  0.99986383   -0 02 26.2
 AY2014;UTM  14      - 3,238,183.784   491,945.030   MT  0.99960080   -0 02 26.0
 AY2014
 AY2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2014!SPC TXSC     -   0.99996369  x   0.99986383  =   0.99982752
 AY2014!UTM  14      -   0.99996369  x   0.99960080  =   0.99956450
 AY2014
 AY2014|---------------------------------------------------------------------|
 AY2014| PID    Reference Object                     Distance      Geod. Az  |
 AY2014|                                                           dddmmss.s |
 AY2014| CV4885 MURPHY RM 3                           5.498 METERS 03454     |
 AY2014| CV4883 MURPHY RM 1                           5.468 METERS 03506     |
 AY2014| CV4884 MURPHY RM 2                           8.826 METERS 14244     |
 AY2014| CV4886 MURPHY RM 4                           8.225 METERS 14303     |
 AY2014| CV4887 MURPHY 2 RM 5                         3.724 METERS 29422     |
 AY2014| AY2019 MURPHY 2                              9.398 METERS 31115     |
 AY2014| AY2018 MURPHY AZ MK                        APPROX. 0.7 KM 3341255.7 |
 AY2014|---------------------------------------------------------------------|
 AY2014
 AY2014                          SUPERSEDED SURVEY CONTROL
 AY2014
 AY2014  NAD 83(1986)-  29 16 21.13335(N)    099 04 58.48871(W) AD(       ) 2
 AY2014  NAD 27      -  29 16 20.28100(N)    099 04 57.36600(W) AD(       ) 2
 AY2014
 AY2014.Superseded values are not recommended for survey control.
 AY2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2014.See file dsdata.txt to determine how the superseded data were derived.
 AY2014
 AY2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9194538184(NAD 83)
 AY2014_MARKER: DH = HORIZONTAL CONTROL DISK
 AY2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2014_STAMPING: MURPHY 1953 1986
 AY2014_MARK LOGO: NGS   
 AY2014_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2014+STABILITY: SURFACE MOTION
 AY2014
 AY2014  HISTORY     - Date     Condition        Report By
 AY2014  HISTORY     - 1986     MONUMENTED       NGS
 AY2014  HISTORY     - 19860716 MARK NOT FOUND   USPSQD
 AY2014  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 AY2014
 AY2014                          STATION DESCRIPTION
 AY2014
 AY2014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 AY2014'SURFACE STATION AND REFERENCE MARK 3 WERE NOT FOUND.  A NEW SURFACE
 AY2014'STATION MARK AND A REFERENCE MARK 5 WERE SET AT THIS TIME.  A NUMBER 2
 AY2014'STATION FOR MURPHY IS SUPPOSED TO BE THERE BUT WAS NOT FOUND AND NO
 AY2014'DATA FOR THIS POINT WAS AVAILABLE AT THIS TIME. THE STATION IS LOCATED
 AY2014'ABOUT 8.0 KM (5.0 MI) SOUTHEAST OF HONDO, ALONG THE NORTHEAST RIGHT 0F
 AY2014'WAY OF STATE HIGHWAY 173 AND ACROSS THE ROAD FROM A POWER SUB STATION.
 AY2014'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE 173, ON THE
 AY2014'EAST END OF HONDO, GO SOUTHERLY ON STATE HIGHWAY 173 FOR 8.32 KM (5.2
 AY2014'MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHERLY ON STATE
 AY2014'HIGHWAY 173 FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT. STATION
 AY2014'MARK, STAMPED--MURPHY 1953 1986--, IS A STANDARD DISK SET IN TOP OF A
 AY2014'ROUND CONCRETE MONUMENT. FLUSH WITH THE GROUND.  IT IS 16.76 METERS
 AY2014'(55.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.83 METERS (6.0
 AY2014'FT) SOUTHWEST OF A WITNESS POST AND FENCE AND ON A CUT BANK OF THE
 AY2014'HIGHWAY. REFERENCE MARK 4, STAMPED--MURPHY NO 4 1953 1964--. IS A
 AY2014'STANDARD DISK SET IN TOP OF A SQUARE CONCRETE MONUMENT. FLUSH WITH THE
 AY2014'GROUND.  IT IS 17.98 METERS (59.0 FT) NORTHEAST OF THE CENTER OF THE
 AY2014'HIGHWAY AND 0.61 METERS (2.0 FT) NORTHEAST OF A FENCE. REFERENCE MARK
 AY2014'5, STAMPED--MURPHY NO 5 1986--,IS A STANDARD DISK SET IN TOP OF A
 AY2014'OUTCROP OF SANDSTONE, FLUSH WITH THE GROUND.  IT IS 13.10 (43.O FT)
 AY2014'NORTHEAST OF THE CENTER OF THE HIGHWAY, 5.79 METERS (19.0 FT)
 AY2014'SOUTHWEST OF THE FENCE AND ON THE CUT BANK OF THE HIGHWAY. AZIMUTH
 AY2014'MARK, STAMPED--MURPHY 1953 1978--, IS A STANDARD DISK SET INTO THE TOP
 AY2014'OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS 17.68
 AY2014'METERS (58.0 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 0.30 METER
 AY2014'(1.0 FT) NORTHEAST OF A FENCE AND WITNESS POST.
 AY2014
 AY2014                          STATION RECOVERY (1986)
 AY2014
 AY2014'RECOVERY NOTE BY US POWER SQUADRON 1986 (HLJ)
 AY2014'MARK NOT FOUND.
 AY2014
 AY2014                          STATION RECOVERY (2003)
 AY2014
 AY2014'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0773 ***********************************************************************
 DO0773  DESIGNATION -  MURRAY ATT MICROWAVE
 DO0773  PID         -  DO0773
 DO0773  STATE/COUNTY-  TX/YOUNG
 DO0773  USGS QUAD   -  MURRAY (1981)
 DO0773
 DO0773                         *CURRENT SURVEY CONTROL
 DO0773  ___________________________________________________________________
 DO0773* NAD 83(1993)-  33 03 11.65027(N)    098 53 55.00217(W)     ADJUSTED  
 DO0773* NAVD 88     -                                                        
 DO0773  ___________________________________________________________________
 DO0773  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DO0773  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DO0773
 DO0773  HORZ ORDER  -  THIRD
 DO0773
 DO0773.The horizontal coordinates were established by classical geodetic methods
 DO0773.and adjusted by the National Geodetic Survey in February 1996..
 DO0773
 DO0773
 DO0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0773
 DO0773.The geoid height was determined by GEOID03.
 DO0773
 DO0773;                    North         East     Units Scale Factor Converg.
 DO0773;SPC TXNC     - 2,153,826.925   562,775.673   MT  0.99987262   -0 13 02.6
 DO0773;SPC TXNC     - 7,066,347.17  1,846,373.19   sFT  0.99987262   -0 13 02.6
 DO0773;UTM  14      - 3,657,193.306   509,465.581   MT  0.99960110   +0 03 19.1
 DO0773
 DO0773                          SUPERSEDED SURVEY CONTROL
 DO0773
 DO0773  NAD 83(1993)-  33 03 11.65227(N)    098 53 55.00233(W) AD(       ) 4
 DO0773  NAD 83(1986)-  33 03 11.65500(N)    098 53 54.99216(W) AD(       ) 4
 DO0773  NAD 27      -  33 03 11.25814(N)    098 53 53.75958(W) AD(       ) 3
 DO0773
 DO0773.Superseded values are not recommended for survey control.
 DO0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0773.See file dsdata.txt to determine how the superseded data were derived.
 DO0773
 DO0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB0946657193(NAD 83)
 DO0773_MARKER: 45 = MICROWAVE TOWER
 DO0773
 DO0773  HISTORY     - Date     Condition        Report By
 DO0773  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0773
 DO0773                          STATION DESCRIPTION
 DO0773
 DO0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0773'MURRAY, AMERICAN TELEPHONE AND TELEGRAPH COMPANY, MICROWAVE
 DO0773'TOWER IS A 4 LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 DO0773'WHITE, HAS LARGE REFLECTORS AT THE TOP AND AN OVERALL HEIGHT OF
 DO0773'218 FEET.
 DO0773'
 DO0773'THE TOWER IS LOCATED ABOUT 20 MILES NORTH OF BRECKENRIDGE, 19
 DO0773'MILES SOUTHEAST OF THROCKMORTON AND 1/3 MILE SOUTH OF THE SMALL
 DO0773'VILLAGE OF MURRAY.
 DO0773'
 DO0773'STATION IS THE RED LIGHT ATOP THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1115 ***********************************************************************
 CR1115  DESIGNATION -  MURVAUL
 CR1115  PID         -  CR1115
 CR1115  STATE/COUNTY-  TX/PANOLA
 CR1115  USGS QUAD   -  OLD CENTER (1983)
 CR1115
 CR1115                         *CURRENT SURVEY CONTROL
 CR1115  ___________________________________________________________________
 CR1115* NAD 83(1993)-  32 03 48.77737(N)    094 14 11.61502(W)     ADJUSTED  
 CR1115* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 CR1115  ___________________________________________________________________
 CR1115  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 CR1115  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR1115
 CR1115  HORZ ORDER  -  SECOND
 CR1115
 CR1115.The horizontal coordinates were established by classical geodetic methods
 CR1115.and adjusted by the National Geodetic Survey in February 1996..
 CR1115
 CR1115.The orthometric height was scaled from a topographic map.
 CR1115
 CR1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1115
 CR1115.The geoid height was determined by GEOID03.
 CR1115
 CR1115;                    North         East     Units Scale Factor Converg.
 CR1115;SPC TXNC     - 2,052,180.170 1,002,485.322   MT  1.00002006   +2 19 30.9
 CR1115;SPC TXNC     - 6,732,861.11  3,288,987.26   sFT  1.00002006   +2 19 30.9
 CR1115;SPC TX C     - 3,281,497.482 1,275,448.131   MT  1.00005339   +3 08 24.7
 CR1115;SPC TX C     -10,766,046.32  4,184,532.74   sFT  1.00005339   +3 08 24.7
 CR1115;UTM  15      - 3,548,148.399   383,276.971   MT  0.99976802   -0 39 23.4
 CR1115
 CR1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1115!SPC TXNC     -   0.99998982  x   1.00002006  =   1.00000988
 CR1115!SPC TX C     -   0.99998982  x   1.00005339  =   1.00004321
 CR1115!UTM  15      -   0.99998982  x   0.99976802  =   0.99975785
 CR1115
 CR1115|---------------------------------------------------------------------|
 CR1115| PID    Reference Object                     Distance      Geod. Az  |
 CR1115|                                                           dddmmss.s |
 CR1115| CX6802 MURVAUL RM 1                         27.619 METERS 09700     |
 CR1115| CX6801 MURVAUL AZ MK                                      1060009.2 |
 CR1115| CX6803 MURVAUL RM 2                         45.796 METERS 32329     |
 CR1115|---------------------------------------------------------------------|
 CR1115
 CR1115                          SUPERSEDED SURVEY CONTROL
 CR1115
 CR1115  NAD 83(1986)-  32 03 48.78641(N)    094 14 11.60674(W) AD(       ) 2
 CR1115  NAD 27      -  32 03 48.19340(N)    094 14 10.90060(W) AD(       ) 2
 CR1115
 CR1115.Superseded values are not recommended for survey control.
 CR1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1115.See file dsdata.txt to determine how the superseded data were derived.
 CR1115
 CR1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR8327748148(NAD 83)
 CR1115_MARKER: DS = TRIANGULATION STATION DISK
 CR1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1115
 CR1115  HISTORY     - Date     Condition        Report By
 CR1115  HISTORY     - 1958     MONUMENTED       CGS
 CR1115  HISTORY     - 1973     GOOD             TXHD
 CR1115  HISTORY     - 1974     GOOD             TXHD
 CR1115
 CR1115                          STATION DESCRIPTION
 CR1115
 CR1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1115'THE STATION IS LOCATED ON THE FIRST HIGH GROUND WEST OF THE
 CR1115'SABINE RIVER, ABOUT 8.0 MILES NORTH-NORTHEAST OF TENAHA,
 CR1115'ABOUT 8.0 MILES SOUTH-SOUTHEAST OF CARTHAGE, ABOUT 2.5 MILES
 CR1115'SOUTHWEST OF THE JUNCTIONS OF MARVAUL BAYOU AND THE SABINE
 CR1115'RIVER, 128 FEET EAST OF THE CENTER OF THE CROSS ROADS, 34
 CR1115'FEET NORTH OF A GATE POST AND 9 FEET NORTHWEST OF A WIRE
 CR1115'FENCE AND WITNESS POST.  THE MARK IS SET FLUSH WITH THE
 CR1115'SURFACE OF THE GROUND AND IS STAMPED MURVAUL 1958.
 CR1115'
 CR1115'REFERENCE MARK NO. 1 IS 64 FEET SOUTHEAST OF THE CENTER OF
 CR1115'FARM ROAD NO. 1401 AND SET BESIDE A WIRE FENCE.  THE MARK
 CR1115'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1115'STAMPED MURVAUL NO 1 1958.
 CR1115'
 CR1115'REFERENCE MARK NO. 2 IS 66 FEET WEST OF THE CENTER OF THE
 CR1115'CROSS ROADS AND 1 FOOT EAST OF A WIRE FENCE CORNER POST.
 CR1115'THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1115'AND IS STAMPED MURVAUL NO 2 1958.
 CR1115'
 CR1115'AZIMUTH MARK IS 51 FEET NORTH OF THE CENTER OF FARM ROAD
 CR1115'NO. 1401, 2 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH
 CR1115'OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE
 CR1115'OF THE GROUND AND IS STAMPED MURVAUL 1958.
 CR1115'
 CR1115'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 79
 CR1115'AND U.S. HIGHWAY NO. 59 IN THE SOUTHEAST PART OF CARTHAGE,
 CR1115'GO NORTHEAST ON U.S. HIGHWAY NO. 79 FOR 0.5 MILE TO FARM
 CR1115'ROAD NO. 1401 ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST
 CR1115'ON FARM ROAD NO. 1401 FOR 8.7 MILES TO A CROSS ROAD AND THE
 CR1115'STATION ON THE RIGHT AS DESCRIBED.
 CR1115'
 CR1115'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST
 CR1115'ON FARM ROAD NO. 1401 FOR 0.3 MILE TO THE MARK ON THE LEFT
 CR1115'AS DESCRIBED.
 CR1115'
 CR1115'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 CR1115
 CR1115                          STATION RECOVERY (1973)
 CR1115
 CR1115'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973 (CLJ)
 CR1115'MURVAUL 1958-GOOD
 CR1115'
 CR1115'MURVAUL AZIMUTH MARK-GOOD
 CR1115'
 CR1115'R.M. 1 AND R.M. 2-GOOD
 CR1115
 CR1115                          STATION RECOVERY (1974)
 CR1115
 CR1115'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (MLM)
 CR1115'MURVAUL 1958-ALL MARKS FOUND IN GOOD CONDITION
 CR1115'
 CR1115'DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1067 ***********************************************************************
 CU1067  DESIGNATION -  MUSHAWAY PEAK S SIDE OUTCROP
 CU1067  PID         -  CU1067
 CU1067  STATE/COUNTY-  TX/BORDEN
 CU1067  USGS QUAD   -  MUSHAWAY PEAK (1970)
 CU1067
 CU1067                         *CURRENT SURVEY CONTROL
 CU1067  ___________________________________________________________________
 CU1067* NAD 83(1993)-  32 43 25.30848(N)    101 24 03.40711(W)     ADJUSTED  
 CU1067* NAVD 88     -                                                        
 CU1067  ___________________________________________________________________
 CU1067  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 CU1067  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CU1067
 CU1067  HORZ ORDER  -  THIRD
 CU1067
 CU1067.The horizontal coordinates were established by classical geodetic methods
 CU1067.and adjusted by the National Geodetic Survey in February 1996..
 CU1067
 CU1067
 CU1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1067
 CU1067.The geoid height was determined by GEOID03.
 CU1067
 CU1067;                    North         East     Units Scale Factor Converg.
 CU1067;SPC TXNC     - 2,120,968.098   328,120.151   MT  0.99988890   -1 34 55.8
 CU1067;SPC TXNC     - 6,958,542.83  1,076,507.53   sFT  0.99988890   -1 34 55.8
 CU1067;UTM  14      - 3,623,206.118   274,989.542   MT  1.00022434   -1 17 54.5
 CU1067
 CU1067                          SUPERSEDED SURVEY CONTROL
 CU1067
 CU1067  NAD 83(1986)-  32 43 25.31523(N)    101 24 03.39598(W) AD(       ) 4
 CU1067  NAD 27      -  32 43 24.91500(N)    101 24 01.93400(W) AD(       ) 3
 CU1067
 CU1067.Superseded values are not recommended for survey control.
 CU1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1067.See file dsdata.txt to determine how the superseded data were derived.
 CU1067
 CU1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7499023206(NAD 83)
 CU1067_MARKER: 27 = RADIO RANGE MAST
 CU1067
 CU1067  HISTORY     - Date     Condition        Report By
 CU1067  HISTORY     - 1932     FIRST OBSERVED   CGS
 CU1067
 CU1067                          STATION DESCRIPTION
 CU1067
 CU1067'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5281 ***********************************************************************
 AH5281  DESIGNATION -  MUSICK ET
 AH5281  PID         -  AH5281
 AH5281  STATE/COUNTY-  TX/HOOD
 AH5281  USGS QUAD   -  TOLAR (1979)
 AH5281
 AH5281                         *CURRENT SURVEY CONTROL
 AH5281  ___________________________________________________________________
 AH5281* NAD 83(1993)-  32 26 00.17601(N)    097 59 01.70398(W)     ADJUSTED  
 AH5281* NAVD 88     -       352.1    (meters)    1155.     (feet)  VERTCON   
 AH5281  ___________________________________________________________________
 AH5281  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AH5281  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AH5281
 AH5281  HORZ ORDER  -  THIRD
 AH5281
 AH5281.The horizontal coordinates were established by classical geodetic methods
 AH5281.and adjusted by the National Geodetic Survey in July 1998..
 AH5281
 AH5281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5281
 AH5281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5281
 AH5281.The geoid height was determined by GEOID03.
 AH5281
 AH5281;                    North         East     Units Scale Factor Converg.
 AH5281;SPC TXNC     - 2,085,141.253   648,542.333   MT  0.99993042   +0 16 53.5
 AH5281;SPC TXNC     - 6,841,000.93  2,127,759.30   sFT  0.99993042   +0 16 53.5
 AH5281;UTM  14      - 3,588,928.878   595,532.810   MT  0.99971254   +0 32 42.2
 AH5281
 AH5281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5281!SPC TXNC     -   0.99994918  x   0.99993042  =   0.99987960
 AH5281!UTM  14      -   0.99994918  x   0.99971254  =   0.99966174
 AH5281
 AH5281                          SUPERSEDED SURVEY CONTROL
 AH5281
 AH5281  NGVD 29 (07/28/98)  352.0    (m)         1155.     (f) VERT ANG       
 AH5281
 AH5281.Superseded values are not recommended for survey control.
 AH5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5281.See file dsdata.txt to determine how the superseded data were derived.
 AH5281
 AH5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA9553388929(NAD 83)
 AH5281_MARKER: DS = TRIANGULATION STATION DISK
 AH5281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5281_PROJECTION: FLUSH
 AH5281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5281+STABILITY: SURFACE MOTION
 AH5281
 AH5281  HISTORY     - Date     Condition        Report By
 AH5281  HISTORY     - 1959     MONUMENTED       USGS
 AH5281
 AH5281                          STATION DESCRIPTION
 AH5281
 AH5281'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5281'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 7 MI. SE. OF LIPAN, 6
 AH5281'MI. NNE. OF BLUFFDALE AND 5 MI. NW. OF TOLAR AT THE MUSICK FARMHOUSE,
 AH5281'IN A FENCED LANE ABOUT 200 FT. NW. OF THE HOUSE, 64 FT. SW. OF THE SW.
 AH5281'CORNER OF A BARN, 19 FT. E. OF A FENCE CORNER AND 2 FT. S. OF THE N.
 AH5281'FENCE.
 AH5281'TO REACH STATION FROM THE POST OFFICE IN TOLAR, GO W. ON U.S. HIGHWAY
 AH5281'377 FOR 0.2 MI. TO FARM ROAD 201, TURN RIGHT AND GO N., W., AND N. FOR
 AH5281'6.3 MI. TO A T-JUNCTION RIGHT, THIS IS 0.3 MI. N. OF THE END OF THE
 AH5281'PAVEMENT, TURN AND GO EASTERLY FOR 0.7 MI. TO FARMHOUSE ON N. SIDE OF
 AH5281'RD. AND STATION.
 AH5281'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.4 FT.
 AH5281'AND STAMPED---MUSICK-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0938 ***********************************************************************
 BP0938  DESIGNATION -  MUSQUIZ
 BP0938  PID         -  BP0938
 BP0938  STATE/COUNTY-  TX/JEFF DAVIS
 BP0938  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0938
 BP0938                         *CURRENT SURVEY CONTROL
 BP0938  ___________________________________________________________________
 BP0938* NAD 83(1993)-  30 30 27.79940(N)    103 46 43.88959(W)     ADJUSTED  
 BP0938* NAVD 88     -      1164.     (meters)    3819.     (feet)  SCALED    
 BP0938  ___________________________________________________________________
 BP0938  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BP0938  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 BP0938
 BP0938  HORZ ORDER  -  SECOND
 BP0938
 BP0938.The horizontal coordinates were established by classical geodetic methods
 BP0938.and adjusted by the National Geodetic Survey in February 1996..
 BP0938
 BP0938.The orthometric height was scaled from a topographic map.
 BP0938
 BP0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0938
 BP0938.The geoid height was determined by GEOID03.
 BP0938
 BP0938;                    North         East     Units Scale Factor Converg.
 BP0938;SPC TX C     - 3,098,357.123   369,339.233   MT  0.99991861   -1 46 28.7
 BP0938;SPC TX C     -10,165,193.33  1,211,740.47   sFT  0.99991861   -1 46 28.7
 BP0938;SPC TXSC     - 4,305,784.827   141,365.365   MT  1.00007253   -2 20 28.4
 BP0938;SPC TXSC     -14,126,562.39    463,796.20   sFT  1.00007253   -2 20 28.4
 BP0938;UTM  13      - 3,375,681.211   617,176.483   MT  0.99976938   +0 37 12.0
 BP0938
 BP0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0938!SPC TX C     -   0.99982047  x   0.99991861  =   0.99973909
 BP0938!SPC TXSC     -   0.99982047  x   1.00007253  =   0.99989298
 BP0938!UTM  13      -   0.99982047  x   0.99976938  =   0.99958989
 BP0938
 BP0938:                Primary Azimuth Mark                     Grid Az
 BP0938:SPC TX C     -  MUSQUIZ AZ MK                            061 03 56.8
 BP0938:SPC TXSC     -  MUSQUIZ AZ MK                            061 37 56.5
 BP0938:UTM  13      -  MUSQUIZ AZ MK                            058 40 16.1
 BP0938
 BP0938|---------------------------------------------------------------------|
 BP0938| PID    Reference Object                     Distance      Geod. Az  |
 BP0938|                                                           dddmmss.s |
 BP0938| BP0432 MUSQUIZ AZ MK                                      0591728.1 |
 BP0938| CH9133 MUSQUIZ RM 1                          6.132 METERS 19250     |
 BP0938| BP0940 FORT DAVIS JEFF DAVIS CO CTHSE      APPROX.14.3 KM 3084554.5 |
 BP0938| BP0939 FORT DAVIS PRESB CHURCH SPIRE       APPROX.14.7 KM 3102106.6 |
 BP0938| CH9134 MUSQUIZ RM 2                          9.267 METERS 34124     |
 BP0938|---------------------------------------------------------------------|
 BP0938
 BP0938                          SUPERSEDED SURVEY CONTROL
 BP0938
 BP0938  NAD 83(1986)-  30 30 27.79984(N)    103 46 43.88619(W) AD(       ) 2
 BP0938  NAD 27      -  30 30 27.22200(N)    103 46 42.25500(W) AD(       ) 2
 BP0938
 BP0938.Superseded values are not recommended for survey control.
 BP0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0938.See file dsdata.txt to determine how the superseded data were derived.
 BP0938
 BP0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1717675681(NAD 83)
 BP0938_MARKER: DS = TRIANGULATION STATION DISK
 BP0938_SETTING: 66 = SET IN ROCK OUTCROP
 BP0938
 BP0938  HISTORY     - Date     Condition        Report By
 BP0938  HISTORY     - 1942     MONUMENTED       CGS
 BP0938  HISTORY     - 1968     GOOD             CGS
 BP0938
 BP0938                          STATION DESCRIPTION
 BP0938
 BP0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0938'THE STATION IS LOCATED ON THE SOUTHWESTERN AND HIGHEST ONE
 BP0938'OF THREE SHARP PEAKS ABOUT 9 MILES SE OF FORT DAVIS, 14 MILES
 BP0938'NW OF ALPINE, 3/4 MILE SW OF STATE HIGHWAY 118.  THE STATION
 BP0938'MARK IS ON THE HIGHEST POINT OF THE HILL AND IS STAMPED MUSQUIZ
 BP0938'1942.
 BP0938'
 BP0938'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN DRILL
 BP0938'HOLES IN OUTCROPPING BEDROCK.
 BP0938'
 BP0938'REFERENCE MARK NO. 1 IS ABOUT THE SAME HEIGHT AS THE STATION
 BP0938'MARK.  IT IS STAMPED MUSQUIZ NO. 1 1942.
 BP0938'
 BP0938'REFERENCE MARK NO. 2 IS 1 FOOT LOWER THAN THE STATION MARK.
 BP0938'IT IS STAMPED MUSQUIZ NO. 2 1942.
 BP0938'
 BP0938'THE AZIMUTH MARK IS 27 FEET W OF THE W END OF A RETAINING WALL,
 BP0938'AND 35 FEET SW OF THE CENTER LINE OF STATE HIGHWAY 118.  THIS
 BP0938'POINT IS 0.6 MILE SE OF THE LOCKED GATE.  THE MARK IS A
 BP0938'STANDARD DISK, STAMPED MUSQUIZ 1942, SET IN A DRILL HOLE IN
 BP0938'THE TOP OF A HUGE BOULDER 5-1/2 FEET HIGH.
 BP0938'
 BP0938'NO UNDERGROUND MARK WAS ESTABLISHED.
 BP0938'
 BP0938'TO REACH FROM THE POST OFFICE IN FORT DAVIS GO SE ON STATE
 BP0938'HIGHWAY 118 TOWARD ALPINE 10.3 MILES TO A POINT JUST PAST A
 BP0938'RETAINING WALL NEAR A GROUP OF OLD ABANDONED ADOBE RANCH
 BP0938'BUILDINGS ON THE RIGHT, CONTINUE 0.3 MILE ON STATE HIGHWAY
 BP0938'118 TO A WOODEN GATE ON RIGHT.  THIS IS THE END OF TRUCK TRAVEL
 BP0938'UNLESS A KEY IS SECURED FOR THE GATE FROM THE KOKERNOT RANCH
 BP0938'HEADQUARTERS.  PACK ACROSS A SMALL CREEK AND HEAD STRAIGHT
 BP0938'S FOR THE PEAK BY GOING OVER THE FIRST RIDGE, THENCE AROUND
 BP0938'TO THE RIGHT OF THE MIDDLE PEAK, THENCE TO TOP OF THE HIGHEST
 BP0938'POINT AND STATION.  IF KEY IS OBTAINED FOR THE GATE GO
 BP0938'THROUGH THE GATE AND FOLLOW A TRACK ROAD ACROSS THE CREEK,
 BP0938'THENCE UP CANYON IN A SOUTHWESTERLY DIRECTION 1.1 MILES TO
 BP0938'THE END OF TRUCK TRAVEL AT THE FOOT OF A LONG RIDGE.  FROM
 BP0938'HERE PACK E UP RIDGE TO THE HIGHEST POINT AND STATION.  A
 BP0938'45-MINUTE PACK.
 BP0938
 BP0938                          STATION RECOVERY (1968)
 BP0938
 BP0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BP0938'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 BP0938'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 BP0938'DISTANCES AND DIRECTIONS TO ALL MARKS WERE VERIFIED.  THE
 BP0938'DESCRIPTION AND ROUTE TO REACH THE STATION ARE ADEQUATE FOR
 BP0938'RECOVERY.
 BP0938'
 BP0938'AN ALTERNATE ROUTE TO REACH THE STATION IS AS FOLLOWS--TO
 BP0938'REACH STATION FROM THE POST OFFICE IN FORT DAVIS, GO SOUTH
 BP0938'ON STATE HIGHWAY 118 FOR 10.75 MILES TO AZIMUTH MARK ON RIGHT,
 BP0938'IN THE TOP OF A LARGE ROCK, AND END OF TRUCK TRAVEL.  PACK
 BP0938'WESTERLY UP CANYON ABOUT 3/4 MILE, THENCE BEAR RIGHT, UP
 BP0938'STEEP GRADE TO SADDLE, THENCE CONTINUE SOUTHWEST TO HIGHEST
 BP0938'POINT AND STATION.  ABOUT 1-1/2 HOUR PACK.
 BP0938'
 BP0938'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BP0938'
 BP0938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 BP0938'SOUTHEAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0432 ***********************************************************************
 BP0432  DESIGNATION -  MUSQUIZ AZ MK
 BP0432  PID         -  BP0432
 BP0432  STATE/COUNTY-  TX/JEFF DAVIS
 BP0432  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0432
 BP0432                         *CURRENT SURVEY CONTROL
 BP0432  ___________________________________________________________________
 BP0432* NAD 83(1986)-  30 30 59.     (N)    103 45 47.     (W)     SCALED    
 BP0432* NAVD 88     -      1368.241  (meters)    4488.97   (feet)  ADJUSTED  
 BP0432  ___________________________________________________________________
 BP0432  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 BP0432  DYNAMIC HT  -        1366.048 (meters)    4481.78  (feet)  COMP
 BP0432  MODELED GRAV-     978,989.8   (mgal)                       NAVD 88
 BP0432
 BP0432  VERT ORDER  -  FIRST     CLASS I
 BP0432
 BP0432.The horizontal coordinates were scaled from a topographic map and have
 BP0432.an estimated accuracy of +/- 6 seconds.
 BP0432
 BP0432.The orthometric height was determined by differential leveling
 BP0432.and adjusted by the National Geodetic Survey in June 1991..
 BP0432
 BP0432.The geoid height was determined by GEOID03.
 BP0432
 BP0432.The dynamic height is computed by dividing the NAVD 88
 BP0432.geopotential number by the normal gravity value computed on the
 BP0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0432.degrees latitude (g = 980.6199 gals.).
 BP0432
 BP0432.The modeled gravity was interpolated from observed gravity values.
 BP0432
 BP0432;                    North         East    Units  Estimated Accuracy
 BP0432;SPC TX C     - 3,099,270.      370,890.      MT  (+/- 180 meters Scaled)
 BP0432
 BP0432                          SUPERSEDED SURVEY CONTROL
 BP0432
 BP0432  NGVD 29 (??/??/92) 1367.766  (m)         4487.41   (f) ADJ UNCH    1 1
 BP0432
 BP0432.Superseded values are not recommended for survey control.
 BP0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0432.See file dsdata.txt to determine how the superseded data were derived.
 BP0432
 BP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP186766(NAD 83)
 BP0432_MARKER: DZ = AZIMUTH MARK DISK
 BP0432_SETTING: 80 = SET IN A BOULDER
 BP0432_SP_SET: BOULDER
 BP0432_STAMPING: MUSQUIZ 1942
 BP0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0432+STABILITY: SURFACE MOTION
 BP0432
 BP0432  HISTORY     - Date     Condition        Report By
 BP0432  HISTORY     - 1942     MONUMENTED       CGS
 BP0432  HISTORY     - 1958     GOOD             NGS
 BP0432  HISTORY     - 1977     GOOD             NGS
 BP0432  HISTORY     - 1989     GOOD             USPSQD
 BP0432  HISTORY     - 19961007 GOOD             USPSQD
 BP0432  HISTORY     - 20030322 GOOD             USPSQD
 BP0432
 BP0432                          STATION DESCRIPTION
 BP0432
 BP0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0432'10.9 MI SE FROM FORT DAVIS.
 BP0432'ABOUT 10.9 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0432'COURTHOUSE AT FORT DAVIS, IN THE TOP OF THE MOST EASTERLY ONE OF FOUR
 BP0432'LARGE BOULDERS, 35 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 BP0432'HIGHWAY, 27 FEET WEST-SOUTHWEST OF THE WEST-NORTHWEST END OF A STONE
 BP0432'GUARD RAIL, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0432
 BP0432                          STATION RECOVERY (1977)
 BP0432
 BP0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0432'RECOVERED IN GOOD CONDITION.
 BP0432
 BP0432                          STATION RECOVERY (1989)
 BP0432
 BP0432'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0432'RECOVERED IN GOOD CONDITION.
 BP0432
 BP0432                          STATION RECOVERY (1996)
 BP0432
 BP0432'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0432'RECOVERED IN GOOD CONDITION.
 BP0432
 BP0432                          STATION RECOVERY (2003)
 BP0432
 BP0432'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1223 ***********************************************************************
 AH1223  DESIGNATION -  MUSTANG
 AH1223  PID         -  AH1223
 AH1223  STATE/COUNTY-  TX/NUECES
 AH1223  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1223
 AH1223                         *CURRENT SURVEY CONTROL
 AH1223  ___________________________________________________________________
 AH1223* NAD 83(1993)-  27 41 51.75044(N)    097 10 50.97153(W)     ADJUSTED  
 AH1223* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AH1223  ___________________________________________________________________
 AH1223  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH1223  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AH1223
 AH1223  HORZ ORDER  -  THIRD
 AH1223
 AH1223.The horizontal coordinates were established by classical geodetic methods
 AH1223.and adjusted by the National Geodetic Survey in February 1996..
 AH1223
 AH1223.The orthometric height was scaled from a topographic map.
 AH1223
 AH1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1223
 AH1223.The geoid height was determined by GEOID03.
 AH1223
 AH1223;                    North         East     Units Scale Factor Converg.
 AH1223;SPC TX S     - 5,225,708.112   430,110.300   MT  0.99996847   +0 35 56.1
 AH1223;SPC TX S     -17,144,677.36  1,411,120.21   sFT  0.99996847   +0 35 56.1
 AH1223;UTM  14      - 3,065,040.644   679,379.732   MT  0.99999718   +0 50 44.8
 AH1223
 AH1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1223!SPC TX S     -   1.00000286  x   0.99996847  =   0.99997133
 AH1223!UTM  14      -   1.00000286  x   0.99999718  =   1.00000004
 AH1223
 AH1223|---------------------------------------------------------------------|
 AH1223| PID    Reference Object                     Distance      Geod. Az  |
 AH1223|                                                           dddmmss.s |
 AH1223| CV2710 MUSTANG RM                                         01607     |
 AH1223| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX.22.2 KM 0333526.0 |
 AH1223| AH1271 WATER TANK NEAR LAGUNA N BASE       APPROX. 9.5 KM 2513623.4 |
 AH1223| AH1379 CORPUS CHRISTI CATH CH SPIRE        APPROX.24.0 KM 2971927.4 |
 AH1223| AH1376 CORPUS CHRISTI COLORED CH SP        APPROX.24.0 KM 2974800.4 |
 AH1223| AH1179 MCGLOINS BLUFF                      APPROX.14.9 KM 3441407.2 |
 AH1223| AH1183 MC GLOINS BLUFF WINDMILL            APPROX.14.7 KM 3450427.5 |
 AH1223|---------------------------------------------------------------------|
 AH1223
 AH1223                          SUPERSEDED SURVEY CONTROL
 AH1223
 AH1223  NAD 83(1986)-  27 41 51.75861(N)    097 10 50.94842(W) AD(       ) 3
 AH1223  NAD 27      -  27 41 50.64100(N)    097 10 49.98500(W) AD(       ) 3
 AH1223
 AH1223.Superseded values are not recommended for survey control.
 AH1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1223.See file dsdata.txt to determine how the superseded data were derived.
 AH1223
 AH1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7938065041(NAD 83)
 AH1223_MARKER: S = SPIKE
 AH1223_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1223_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AH1223
 AH1223  HISTORY     - Date     Condition        Report By
 AH1223  HISTORY     - 1905     MONUMENTED       CGS
 AH1223  HISTORY     - 1912     GOOD             CGS
 AH1223  HISTORY     - 1934     MARK NOT FOUND   CGS
 AH1223  HISTORY     - 20010727 MARK NOT FOUND   USPSQD
 AH1223
 AH1223                          STATION DESCRIPTION
 AH1223
 AH1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1223'ON THE INSIDE SHORE OF MUSTANG ISLAND, ABOUT 6 MILES N OF THE
 AH1223'S END OF THE ISLAND, AND ABOUT 2 MILES NW OF GRANTS RANCH
 AH1223'HOUSE.  ABOUT 1-1/4 MILES N OF ANCHORAGE BEHIND THE BULKHEAD,
 AH1223'AND ABOUT 2 MILES FROM THE S END OF A LONG NARROW TONGUE
 AH1223'SEPARATED FROM THE MAIN BODY OF MUSTANG ISLAND BY A SHALLOW
 AH1223'SLOUGH ABOUT 3 MILES LONG.  STATION IS 15 METERS FROM THE
 AH1223'HIGH-WATER MARK OF THE BAY SHORE, 40 METERS FROM THE HIGH-WATER
 AH1223'MARK OF THE SHORE OF THE SLOUGH, AND 330 METERS N OF AN
 AH1223'OLD FENCE.
 AH1223'
 AH1223'THE STATION WAS MARKED ACCORDINGLY.  THE REFERENCE
 AH1223'MARK IS 12 METERS FROM THE HIGH-WATER MARK OF THE BAY SHORE,
 AH1223'18 METERS FROM THE HIGH-WATER MARK OF THE SHORE OF THE SLOUGH,
 AH1223'AND 29.213 METERS FROM THE STATION N 16 DEG 07 MIN E.
 AH1223'05 SEC.
 AH1223'
 AH1223'THE FOLLOWING BEARINGS ARE FROM THE STATION--NE GABLE OF
 AH1223'SHEEP BARN OF GRANTS RANCH (2 MILES DISTANT), S 11 DEG 47 MIN W.
 AH1223'N GABLE OF GRANTS RANCH HOUSE, S 12 DEG 09 MIN W.
 AH1223'MIDDLE GROUND STAKE, BULKHEAD ANCHORAGE, S 49 DEG 31 MIN W.
 AH1223'CHIMNEY OF FARMHOUSE (3/4 MILE S OF N BASE), S 65 DEG 58 MIN W.
 AH1223'
 AH1223'IN 1912 THE STATION AND REFERENCE MARKS WERE FOUND TO BE
 AH1223'IN GOOD CONDITION.
 AH1223'
 AH1223'THE STATION IS MARKED BY A SUBSURFACE MARK
 AH1223'AND A SURFACE MARK.  THE SUBSURFACE MARK CONSISTS OF A PIECE
 AH1223'OF TERRA-COTTA SEWER PIPE, 4 INCHES IN DIAMETER AND 2 FEET
 AH1223'LONG, FILLED WITH AND INCASED IN (A CYLINDER OF) CONCRETE
 AH1223'(1 FOOT IN DIAMETER AND 2 FEET LONG).  IN THE CENTER OF ITS
 AH1223'TOP IS EMBEDDED A 60-PENNY STEEL SPIKE, HEAD DOWN, THE POINT
 AH1223'OF THE SPIKE PROJECTING ABOUT 1/4 INCH ABOVE THE SURFACE
 AH1223'AND MARKING THE STATION.  IT IS 2-1/2 FEET BELOW THE SURFACE
 AH1223'OF THE GROUND.  ABOVE THE WHOLE IS PLACED A LAYER OF SAND
 AH1223'6 INCHES DEEP.  RESTING ON THIS LAYER OF SAND IS PLACED
 AH1223'THE SURFACE MARK, CONSISTING OF ANOTHER PIECE OF
 AH1223'TERRA-COTTA SEWER PIPE, 4 INCHES IN DIAMETER AND 2 FEET
 AH1223'LONG, FILLED WITH CONCRETE AND EMBEDDED IN A CYLINDER
 AH1223'OF CONCRETE 18 INCHES IN DIAMETER AND 2 FEET LONG.  IN
 AH1223'THE CENTER OF ITS TOP IS PLACED A 60-PENNY STEEL SPIKE,
 AH1223'HEAD DOWN, ITS POINT PROJECTING ABOUT 1/4 INCH ABOVE THE
 AH1223'SURFACE OF THE CONCRETE, WHICH WAS FINISHED WITH 1/2 INCH
 AH1223'OF NEAT CEMENT MORTAR AND MARKED U.S.C. AND G.S. 1905.
 AH1223'THE POINT OF THE SPIKE MARKS THE STATION AND IS VERY
 AH1223'LITTLE ABOVE THE SURFACE OF THE GROUND.  THE REFERENCE
 AH1223'MARK IS A CYLINDER OF PIPE AND CONCRETE SIMILAR TO THE
 AH1223'SUBSURFACE MARK, PLACED WITH ITS TOP EVEN WITH THE
 AH1223'SURFACE OF THE GROUND.  THE POINT OF A STEEL SPIKE, IN THE
 AH1223'CEMENT, IS THE REFERENCE MARK, AND IT IS NOWHERE LESS THAN
 AH1223'10 METERS FROM THE STATION.
 AH1223
 AH1223                          STATION RECOVERY (1934)
 AH1223
 AH1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1223'STATION IS LOST.  TWO MEN SEARCHED FOR ONE DAY BUT WERE
 AH1223'UNABLE TO RECOVER ANY OF THE MARKS.
 AH1223
 AH1223                          STATION RECOVERY (2001)
 AH1223
 AH1223'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 AH1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2060 ***********************************************************************
 AY2060  DESIGNATION -  MUSTANG
 AY2060  PID         -  AY2060
 AY2060  STATE/COUNTY-  TX/ZAVALA
 AY2060  USGS QUAD   -  PULLIAM RANCH (1960)
 AY2060
 AY2060                         *CURRENT SURVEY CONTROL
 AY2060  ___________________________________________________________________
 AY2060* NAD 83(1993)-  29 00 38.61775(N)    099 51 04.71724(W)     ADJUSTED  
 AY2060* NAVD 88     -       239.33   (+/-2cm)     785.2    (feet)  VERTCON   
 AY2060  ___________________________________________________________________
 AY2060  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AY2060  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AY2060
 AY2060  HORZ ORDER  -  FIRST
 AY2060  VERT ORDER  -  THIRD ? (See Below)
 AY2060
 AY2060.The horizontal coordinates were established by classical geodetic methods
 AY2060.and adjusted by the National Geodetic Survey in February 1996..
 AY2060
 AY2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2060.The vertical order pertains to the NGVD 29 superseded value.
 AY2060
 AY2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2060
 AY2060.The geoid height was determined by GEOID03.
 AY2060
 AY2060;                    North         East     Units Scale Factor Converg.
 AY2060;SPC TXSC     - 4,130,788.897   517,068.572   MT  0.99987914   -0 25 01.4
 AY2060;SPC TXSC     -13,552,429.91  1,696,415.81   sFT  0.99987914   -0 25 01.4
 AY2060;UTM  14      - 3,209,472.827   417,089.365   MT  0.99968483   -0 24 46.4
 AY2060
 AY2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2060!SPC TXSC     -   0.99996603  x   0.99987914  =   0.99984517
 AY2060!UTM  14      -   0.99996603  x   0.99968483  =   0.99965087
 AY2060
 AY2060:                Primary Azimuth Mark                     Grid Az
 AY2060:SPC TXSC     -  MUSTANG AZ MK                            079 14 19.8
 AY2060:UTM  14      -  MUSTANG AZ MK                            079 14 04.8
 AY2060
 AY2060|---------------------------------------------------------------------|
 AY2060| PID    Reference Object                     Distance      Geod. Az  |
 AY2060|                                                           dddmmss.s |
 AY2060| CV4888 MUSTANG AZ MK                                      0784918.4 |
 AY2060| CV4889 MUSTANG RM 1                          8.653 METERS 09030     |
 AY2060| AO0782 LA PRYOR MUN TANK                   APPROX. 7.4 KM 1775223.2 |
 AY2060| CV4890 MUSTANG RM 2                         13.084 METERS 19843     |
 AY2060|---------------------------------------------------------------------|
 AY2060
 AY2060                          SUPERSEDED SURVEY CONTROL
 AY2060
 AY2060  NAD 83(1986)-  29 00 38.61516(N)    099 51 04.69668(W) AD(       ) 1
 AY2060  NAD 27      -  29 00 37.73059(N)    099 51 03.48541(W) AD(       ) 1
 AY2060  NGVD 29 (07/19/86)  239.20   (m)          784.8    (f) LEVELING    3  
 AY2060
 AY2060.Superseded values are not recommended for survey control.
 AY2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2060.See file dsdata.txt to determine how the superseded data were derived.
 AY2060
 AY2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1708909473(NAD 83)
 AY2060_MARKER: DS = TRIANGULATION STATION DISK
 AY2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2060
 AY2060  HISTORY     - Date     Condition        Report By
 AY2060  HISTORY     - 1972     MONUMENTED       NGS
 AY2060  HISTORY     - 1972     GOOD             CGS
 AY2060  HISTORY     - 20010517 GOOD             USPSQD
 AY2060
 AY2060                          STATION DESCRIPTION
 AY2060
 AY2060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2060'THE STATION IS ABOUT 13-1/2 MILES SOUTH AND 4 MILES WEST OF UVALDE,
 AY2060'5 MILES NORTH OF LA PRYOR AND ON THE WEST RIGHT-OF-WAY OF U.S.
 AY2060'HIGHWAY 83.
 AY2060'
 AY2060'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 57 IN
 AY2060'LA PRYOR, GO NORTH AND NORTH-NORTHWEST ON U.S. HIGHWAY 83 FOR 4.8
 AY2060'MILES TO THE JUNCTION WITH FARM ROAD 1436 AND THE STATION IN THE
 AY2060'NORTHWEST ANGLE OF THE ROADS.
 AY2060'
 AY2060'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FARM ROAD 1436
 AY2060'FOR 1.3 MILES TO WHERE FARM ROAD 1436 TURNS RIGHT AND A GRAVELED
 AY2060'ROAD CONTINUES STRAIGHT AHEAD.  TURN RIGHT AND GO SOUTH ON FARM
 AY2060'ROAD 1436 FOR 0.25 MILES TO THE MARK ON THE RIGHT.
 AY2060'
 AY2060'STATION MARKS ARE STANDARD DISKS, STAMPED MUSTANG 1972.  THE SURFACE
 AY2060'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AY2060'THAT IS FLUSH WITH THE GROUND.  IT IS 59.0 FEET WEST OF THE CENTER
 AY2060'OF U.S. HIGHWAY 83, 50.0 FEET NORTH OF THE CENTER OF FARM ROAD
 AY2060'1436, 38.0 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK, 15.0
 AY2060'FEET NORTHWEST OF A POWER LINE POLE NUMBER 9 AND 5.6 FEET
 AY2060'SOUTHEAST OF A WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN
 AY2060'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AY2060'
 AY2060'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MUSTANG NO 1 1972, SET
 AY2060'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AY2060'WITH THE GROUND.  IT IS 41.0 FEET NORTH OF THE CENTER OF FARM ROAD
 AY2060'1436, 31.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY 83, 32.5 FEET
 AY2060'EAST OF THE WITNESS POST, 15.5 FEET EAST OF POWER LINE POLE NUMBER 9
 AY2060'AND ABOUT THE SAME ELEVATION AS THE STATION.
 AY2060'
 AY2060'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MUSTANG NO 2 1972,
 AY2060'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 AY2060'FOOTING FOR A RAILROAD CROSSING SIGN THAT PROJECTS 3 INCHES TO THE
 AY2060'SOUTH AND 18 INCHES TO THE NORTH.  IT IS 82.0 FEET WEST OF THE
 AY2060'CENTER OF U.S.  HIGHWAY 83, 45.0 FEET SOUTHWEST OF THE WITNESS
 AY2060'POST, 16.0 FEET NORTH OF THE CENTER OF FARM ROAD 1436, 14.7 FEET
 AY2060'EAST OF THE EAST RAIL OF THE RAILROAD TRACK AND ABOUT THE SAME
 AY2060'ELEVATION AS THE STATION.
 AY2060'
 AY2060'AZIMUTH MARK IS A STANDARD DISK, STAMPED MUSTANG 1972, SET IN THE TOP
 AY2060'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2 INCHES
 AY2060'ABOVE THE GROUND.  IT IS 39.0 FEET WEST OF THE CENTER OF FARM ROAD
 AY2060'1436, 1.5 FEET NORTH OF A WITNESS POST AND 1.0 FOOT EAST OF A
 AY2060'FENCE.
 AY2060'
 AY2060'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 AY2060
 AY2060                          STATION RECOVERY (1972)
 AY2060
 AY2060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972
 AY2060'STATION, RM NO. 2 AND AZM. MK. ALL IN GOOD CONDITION.
 AY2060'
 AY2060'RM NO. 1 NOT FOUND (HWY. CONSTRUCTION MAY HAVE GOTTEN IT.) WITNESS
 AY2060'POST UPROOTED AND BADLY DAMAGED.
 AY2060'
 AY2060'U.S. HWY. NO. 83 IS UNDER CONSTRUCTION IN THIS AREA AND A WITNESS
 AY2060'POST IS SURE NEEDED IN THIS LOCATION.
 AY2060'
 AY2060'DIST. AND BRNG. FROM NEAREST TOWN--5 MI. NORTH OF LA PRYOR, TX. ON
 AY2060'U.S. HWY. NO. 83 AT TX. HWY. NO. 1436.
 AY2060
 AY2060                          STATION RECOVERY (2001)
 AY2060
 AY2060'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY2060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1120 ***********************************************************************
 CA1120  DESIGNATION -  MUSTANG
 CA1120  PID         -  CA1120
 CA1120  STATE/COUNTY-  TX/CONCHO
 CA1120  USGS QUAD   -  MUSTANG CREEK (1987)
 CA1120
 CA1120                         *CURRENT SURVEY CONTROL
 CA1120  ___________________________________________________________________
 CA1120* NAD 83(1993)-  31 28 14.84866(N)    099 44 16.95194(W)     ADJUSTED  
 CA1120* NAVD 88     -       514.3    (meters)    1687.     (feet)  VERTCON   
 CA1120  ___________________________________________________________________
 CA1120  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CA1120  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 CA1120
 CA1120  HORZ ORDER  -  SECOND
 CA1120
 CA1120.The horizontal coordinates were established by classical geodetic methods
 CA1120.and adjusted by the National Geodetic Survey in February 1996..
 CA1120
 CA1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1120
 CA1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1120
 CA1120.The geoid height was determined by GEOID03.
 CA1120
 CA1120;                    North         East     Units Scale Factor Converg.
 CA1120;SPC TX C     - 3,200,150.645   756,566.545   MT  0.99991519   +0 18 23.8
 CA1120;SPC TX C     -10,499,160.91  2,482,168.74   sFT  0.99991519   +0 18 23.8
 CA1120;UTM  14      - 3,482,015.092   429,889.655   MT  0.99966063   -0 23 07.2
 CA1120
 CA1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1120!SPC TX C     -   0.99992313  x   0.99991519  =   0.99983833
 CA1120!UTM  14      -   0.99992313  x   0.99966063  =   0.99958379
 CA1120
 CA1120|---------------------------------------------------------------------|
 CA1120| PID    Reference Object                     Distance      Geod. Az  |
 CA1120|                                                           dddmmss.s |
 CA1120| CV4892 MUSTANG RM 2                         16.531 METERS 00501     |
 CA1120| CA1142 SAMPSON                             APPROX.10.1 KM 2403941.5 |
 CA1120| CV4891 MUSTANG RM 1                         16.995 METERS 27226     |
 CA1120|---------------------------------------------------------------------|
 CA1120
 CA1120                          SUPERSEDED SURVEY CONTROL
 CA1120
 CA1120  NAD 83(1986)-  31 28 14.85611(N)    099 44 16.93762(W) AD(       ) 2
 CA1120  NAD 27      -  31 28 14.28601(N)    099 44 15.67974(W) AD(       ) 2
 CA1120  NGVD 29 (07/19/86)  514.2    (m)         1687.     (f) VERT ANG       
 CA1120
 CA1120.Superseded values are not recommended for survey control.
 CA1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1120.See file dsdata.txt to determine how the superseded data were derived.
 CA1120
 CA1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2989082015(NAD 83)
 CA1120_MARKER: DD = SURVEY DISK
 CA1120_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1120+WITH SETTING: INFORMATION.
 CA1120_SP_SET: PREFABRICATED CONCRETE POST
 CA1120
 CA1120  HISTORY     - Date     Condition        Report By
 CA1120  HISTORY     - 1967     MONUMENTED       USGS
 CA1120
 CA1120                          STATION DESCRIPTION
 CA1120
 CA1120'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1120'STATION IS LOCATED 2.7 MILES SOUTH AND 10.5 MILES EAST OF
 CA1120'PAINT ROCK, 4.1 MILES NORTH AND 1.0 MILE EAST OF MILLERSVIEW,
 CA1120'109 FEET EAST OF FARM ROAD 2134, 5 FEET NORTH OF A WITNESS
 CA1120'SIGN.
 CA1120'
 CA1120'TO REACH FROM THE JUNCTION OF FARM ROADS 765 AND 2134 IN
 CA1120'MILLERSVIEW, GO 4.7 MILES NORTH ON FARM ROAD 2134 TO HIGHWAY
 CA1120'CREST AND STATION SITE ON THE RIGHT.  58 FEET EAST OF EAST
 CA1120'RIGHT-OF-WAY.
 CA1120'
 CA1120'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1120'STEEL ROD DRIVEN TO BEDROCK (2 FEET), CENTERED IN A 6 INCH
 CA1120'DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH CONCRETE.
 CA1120'THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED MUSTANG ET
 CA1120'1967.
 CA1120'
 CA1120'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A COPPER
 CA1120'COATED STEEL ROD DRIVEN TO BEDROCK (2 FEET), CENTERED IN A
 CA1120'6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1120'CONCRETE.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1120'MUSTANG ET 1967 NO. 1.
 CA1120'
 CA1120'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A COPPER
 CA1120'COATED STEEL ROD DRIVEN TO BEDROCK (2.5 FEET), CENTERED IN A
 CA1120'6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1120'CONCRETE.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1120'MUSTANG ET 1967 NO. 2.
 CA1120'
 CA1120'THE DISTANCE BETWEEN REFERENCE MARKS IS 79.53 FEET (24.238
 CA1120'METERS).
 CA1120'
 CA1120'STATION SAMPSON ET 1967, 6.2 MILES SOUTHWEST, IS VISIBLE FROM
 CA1120'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CA1120'
 CA1120'ELEVATION = 1687.00 FEET (FLY LEVEL)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2731 ***********************************************************************
 CS2731  DESIGNATION -  MUSTANG
 CS2731  PID         -  CS2731
 CS2731  STATE/COUNTY-  TX/ELLIS
 CS2731  USGS QUAD   -  FORRESTON (1978)
 CS2731
 CS2731                         *CURRENT SURVEY CONTROL
 CS2731  ___________________________________________________________________
 CS2731* NAD 83(1993)-  32 21 25.44219(N)    096 48 19.68281(W)     ADJUSTED  
 CS2731* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 CS2731  ___________________________________________________________________
 CS2731  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 CS2731  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CS2731
 CS2731  HORZ ORDER  -  SECOND
 CS2731
 CS2731.The horizontal coordinates were established by classical geodetic methods
 CS2731.and adjusted by the National Geodetic Survey in February 1996..
 CS2731
 CS2731.The orthometric height was scaled from a topographic map.
 CS2731
 CS2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2731
 CS2731.The geoid height was determined by GEOID03.
 CS2731
 CS2731;                    North         East     Units Scale Factor Converg.
 CS2731;SPC TXNC     - 2,077,845.933   759,482.460   MT  0.99994555   +0 55 27.1
 CS2731;SPC TXNC     - 6,817,066.20  2,491,735.37   sFT  0.99994555   +0 55 27.1
 CS2731;UTM  14      - 3,582,132.167   706,499.724   MT  1.00012587   +1 10 29.7
 CS2731
 CS2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2731!SPC TXNC     -   0.99997856  x   0.99994555  =   0.99992411
 CS2731!UTM  14      -   0.99997856  x   1.00012587  =   1.00010443
 CS2731
 CS2731|---------------------------------------------------------------------|
 CS2731| PID    Reference Object                     Distance      Geod. Az  |
 CS2731|                                                           dddmmss.s |
 CS2731| CY2627 MUSTANG RM 1                         65.272 METERS 11236     |
 CS2731| CS2723 WAXAHACHIE ELLIS CO CTHSE TWR       APPROX. 5.1 KM 3081812.9 |
 CS2731| CS2725 WAXAHACHIE ICE CO STACK             APPROX. 5.4 KM 3100619.0 |
 CS2731| CS2722 WAXAHACHIE TYLER FIX CORP TK        APPROX. 6.1 KM 3103443.2 |
 CS2731| CY2626 MUSTANG AZ MK                                      3162557.4 |
 CS2731| CS2724 WAXAHACHIE MUNICIPAL TANK           APPROX. 5.2 KM 3194502.0 |
 CS2731| CY2628 MUSTANG RM 2                         65.733 METERS 33704     |
 CS2731|---------------------------------------------------------------------|
 CS2731
 CS2731                          SUPERSEDED SURVEY CONTROL
 CS2731
 CS2731  NAD 83(1986)-  32 21 25.44926(N)    096 48 19.66389(W) AD(       ) 2
 CS2731  NAD 27      -  32 21 24.93300(N)    096 48 18.68100(W) AD(       ) 2
 CS2731
 CS2731.Superseded values are not recommended for survey control.
 CS2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2731.See file dsdata.txt to determine how the superseded data were derived.
 CS2731
 CS2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0650082132(NAD 83)
 CS2731_MARKER: DS = TRIANGULATION STATION DISK
 CS2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2731
 CS2731  HISTORY     - Date     Condition        Report By
 CS2731  HISTORY     - 1949     MONUMENTED       CGS
 CS2731  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2731
 CS2731                          STATION DESCRIPTION
 CS2731
 CS2731'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2731'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF WAXAHACHIE,
 CS2731'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 287.  IT IS 43 FEET
 CS2731'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 65 FEET NORTHEAST
 CS2731'OF THE NORTHEAST RAIL OF A RAILROAD TRACK, AND 62 FEET NORTHWEST
 CS2731'OF A TELEPHONE POLE.  THE DISK IS STAMPED MUSTANG 1949 AND
 CS2731'IS SET 4 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2731'
 CS2731'REFERENCE MARK NO. 1 IS 43 FEET NORTHEAST OF THE CENTERLINE
 CS2731'OF THE HIGHWAY, AND 1.5 FEET NORTHEAST OF A POWERPOLE.  THE
 CS2731'DISK IS STAMPED MUSTANG NO 1 1949 AND PROJECTS 6 INCHES.
 CS2731'
 CS2731'REFERENCE MARK NO. 2 IS 44 FEET NORTHEAST OF THE CENTERLINE
 CS2731'OF THE HIGHWAY, AND 1 FOOT NORTHEAST OF A POWERPOLE.  THE DISK
 CS2731'IS STAMPED MUSTANG NO 2 1949 AND PROJECTS 6 INCHES.
 CS2731'
 CS2731'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION,
 CS2731'42 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET
 CS2731'SOUTHEAST OF A POWERPOLE, AND 1 FOOT SOUTHWEST OF A FENCELINE.
 CS2731'THE DISK IS STAMPED MUSTANG 1949 AND PROJECTS 6 INCHES.
 CS2731'
 CS2731'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77
 CS2731'AND 287, IN WAXAHACHIE, GO SOUTHEAST ON HIGHWAY 287 FOR 3.2
 CS2731'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 CS2731'SOUTHEAST FOR 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2731'
 CS2731'A 74 FOOT SIGNAL AT BOYCE 1947 IS VISIBLE AT 10 FEET.
 CS2731'
 CS2731'A 100 FOOT SIGNAL AT REAGOR IS VISIBLE FROM THE GROUND.
 CS2731'
 CS2731'AN 87 FOOT SIGNAL AT YALE IS VISIBLE AT 15 FEET.
 CS2731'
 CS2731'A 74 FOOT SIGNAL AT PRONG IS VISIBLE AT 37 FEET.
 CS2731'
 CS2731'A 100 FOOT SIGNAL AT WAXAHACHIE MAG. 1947 IS VISIBLE AT 37 FEET.
 CS2731'
 CS2731'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2731
 CS2731                          STATION RECOVERY (2002)
 CS2731
 CS2731'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS2731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1646 ***********************************************************************
 AH1646  DESIGNATION -  MUSTANG TELEPHONE MICRO TOWER
 AH1646  PID         -  AH1646
 AH1646  STATE/COUNTY-  TX/NUECES
 AH1646  USGS QUAD   -  PORT ARANSAS (1975)
 AH1646
 AH1646                         *CURRENT SURVEY CONTROL
 AH1646  ___________________________________________________________________
 AH1646* NAD 83(1993)-  27 49 50.03162(N)    097 03 46.76987(W)     ADJUSTED  
 AH1646* NAVD 88     -        51.     (meters)     167.     (feet)  VERTCON   
 AH1646  ___________________________________________________________________
 AH1646  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AH1646  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH1646
 AH1646  HORZ ORDER  -  THIRD
 AH1646
 AH1646.The horizontal coordinates were established by classical geodetic methods
 AH1646.and adjusted by the National Geodetic Survey in February 1996..
 AH1646
 AH1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1646
 AH1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1646
 AH1646.The geoid height was determined by GEOID03.
 AH1646
 AH1646;                    North         East     Units Scale Factor Converg.
 AH1646;SPC TX S     - 5,240,556.336   441,564.140   MT  0.99999930   +0 39 08.7
 AH1646;SPC TX S     -17,193,391.91  1,448,698.35   sFT  0.99999930   +0 39 08.7
 AH1646;SPC TXSC     - 4,001,273.648   790,855.239   MT  1.00020449   +0 56 56.3
 AH1646;SPC TXSC     -13,127,511.96  2,594,664.23   sFT  1.00020449   +0 56 56.3
 AH1646;UTM  14      - 3,079,939.189   690,769.260   MT  1.00004921   +0 54 16.5
 AH1646
 AH1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1646!SPC TX S     -   0.99999613  x   0.99999930  =   0.99999543
 AH1646!SPC TXSC     -   0.99999613  x   1.00020449  =   1.00020062
 AH1646!UTM  14      -   0.99999613  x   1.00004921  =   1.00004534
 AH1646
 AH1646                          SUPERSEDED SURVEY CONTROL
 AH1646
 AH1646  NAD 83(1986)-  27 49 50.03680(N)    097 03 46.75278(W) AD(       ) 3
 AH1646  NGVD 29 (06/28/90)   51.     (m)          167.     (f) VERT ANG       
 AH1646
 AH1646.Superseded values are not recommended for survey control.
 AH1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1646.See file dsdata.txt to determine how the superseded data were derived.
 AH1646
 AH1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9076979939(NAD 83)
 AH1646_MARKER: 45 = MICROWAVE TOWER
 AH1646_MARK LOGO: NOS   
 AH1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1646+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1646
 AH1646  HISTORY     - Date     Condition        Report By
 AH1646  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH1646  HISTORY     - 1988     GOOD             NOS
 AH1646  HISTORY     - 19890215 GOOD             NOS
 AH1646  HISTORY     - 19891212 GOOD             NOS
 AH1646
 AH1646                          STATION DESCRIPTION
 AH1646
 AH1646'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1646'THE STATION IS LOCATED ON MUSTANG ISLAND SSW OF PORT ARANSAS.
 AH1646'
 AH1646'THE STATION IS LOCATED NEAR PORT ARANSAS TEXAS.
 AH1646'
 AH1646'THE POINT INTERSECTED IS THE HIGHEST VERTICAL POINT OF THE MICROWAVE
 AH1646'TOWER.
 AH1646'
 AH1646'DESCRIBED BY GLM.
 AH1646
 AH1646                          STATION RECOVERY (1988)
 AH1646
 AH1646'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988
 AH1646'RECOVERED IN GOOD CONDITION.
 AH1646
 AH1646                          STATION RECOVERY (1989)
 AH1646
 AH1646'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1646'THE STATION IS LOCATED ON MUSTANG ISLAND SSW OF PORT ARANSAS.  THE
 AH1646'STATION IS NEAR PORT ARANSAS, TEXAS.
 AH1646'THE POINT INTERSECTED IS THE HIGHEST VERTICAL POINT OF THE MICROWAVE
 AH1646'TOWER.
 AH1646
 AH1646                          STATION RECOVERY (1989)
 AH1646
 AH1646'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1646'THE STATION WAS RECOVERED AS DESCRIBED. RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2813 ***********************************************************************
 AB2813  PACS        -  This is a Primary Airport Control Station.
 AB2813  DESIGNATION -  MWL A
 AB2813  PID         -  AB2813
 AB2813  STATE/COUNTY-  TX/PALO PINTO
 AB2813  USGS QUAD   -  MINERAL WELLS EAST (1984)
 AB2813
 AB2813                         *CURRENT SURVEY CONTROL
 AB2813  ___________________________________________________________________
 AB2813* NAD 83(1993)-  32 47 10.71265(N)    098 03 39.50545(W)     ADJUSTED  
 AB2813* NAVD 88     -       282.03   (meters)     925.3    (feet)  GPS OBS   
 AB2813  ___________________________________________________________________
 AB2813  X           -    -752,675.748 (meters)                     COMP
 AB2813  Y           -  -5,314,523.001 (meters)                     COMP
 AB2813  Z           -   3,434,196.052 (meters)                     COMP
 AB2813  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 AB2813  ELLIP HEIGHT-         252.96  (meters)          (10/24/00) GPS OBS
 AB2813  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AB2813
 AB2813  HORZ ORDER  -  B
 AB2813  ELLP ORDER  -  FOURTH    CLASS II
 AB2813
 AB2813.This mark is at Mineral Wells (MWL) Airport (MWL)
 AB2813
 AB2813.The horizontal coordinates were established by GPS observations
 AB2813.and adjusted by the National Geodetic Survey in February 1996..
 AB2813
 AB2813.The orthometric height was determined by GPS observations and a
 AB2813.high-resolution geoid model.
 AB2813
 AB2813.GPS derived orthometric heights for airport stations designated as
 AB2813.PACS or SACS are published to 2 decimal places.  This maintains
 AB2813.centimeter relative accuracy between the PACS and SACS.  It does
 AB2813.not indicate centimeter accuracy relative to other marks which are
 AB2813.part of the NAVD 88 network.
 AB2813
 AB2813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2813
 AB2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2813
 AB2813.The ellipsoidal height was determined by GPS observations
 AB2813.and is referenced to NAD 83.
 AB2813
 AB2813.The geoid height was determined by GEOID03.
 AB2813
 AB2813;                    North         East     Units Scale Factor Converg.
 AB2813;SPC TXNC     - 2,124,242.870   641,122.113   MT  0.99988328   +0 14 22.0
 AB2813;SPC TXNC     - 6,969,286.82  2,103,414.80   sFT  0.99988328   +0 14 22.0
 AB2813;UTM  14      - 3,627,987.766   587,932.409   MT  0.99969534   +0 30 30.7
 AB2813
 AB2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2813!SPC TXNC     -   0.99996029  x   0.99988328  =   0.99984357
 AB2813!UTM  14      -   0.99996029  x   0.99969534  =   0.99965564
 AB2813
 AB2813|---------------------------------------------------------------------|
 AB2813| PID    Reference Object                     Distance      Geod. Az  |
 AB2813|                                                           dddmmss.s |
 AB2813| CT1192 MINERPORT                           290.164 METERS 14159     |
 AB2813|---------------------------------------------------------------------|
 AB2813
 AB2813                          SUPERSEDED SURVEY CONTROL
 AB2813
 AB2813  ELLIP H (02/20/96)  253.01   (m)                       GP(       ) 1 1
 AB2813
 AB2813.Superseded values are not recommended for survey control.
 AB2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2813.See file dsdata.txt to determine how the superseded data were derived.
 AB2813
 AB2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8793227988(NAD 83)
 AB2813_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2813_SETTING: 0 = UNSPECIFIED SETTING
 AB2813_STAMPING: MWL A 1994
 AB2813_MARK LOGO: NGS   
 AB2813_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2813+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 AB2813
 AB2813  HISTORY     - Date     Condition        Report By
 AB2813  HISTORY     - 1994     MONUMENTED       NGS
 AB2813  HISTORY     - 19970305 GOOD             NGS
 AB2813  HISTORY     - 20030515 GOOD             INDIV
 AB2813
 AB2813                          STATION DESCRIPTION
 AB2813
 AB2813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2813'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) WEST NORTHWEST OF
 AB2813'WEATHERFORD, 3.1 MI (5.0 KM) SOUTHEAST OF MINERAL WELLS, 1.5 MI (2.4
 AB2813'KM) SOUTH OF US HIGHWAY 180 AND AT THE MINERAL WELLS AIRPORT.
 AB2813'OWNERSHIP---CITY OF MINERAL WELLS, PO BOX 339, MINERAL WELLS, TX
 AB2813'76067.  AIRPORT MANAGER IS MARVIN DORR, PHONE (817) 325-9438.  TO
 AB2813'REACH THE STATION FROM THE JUCTION OF US HIGHWAYS 180 AND 281 IN
 AB2813'MINERAL WELLS (WHICH IS 1 BLOCK SOUTH OF A MULTISTORY HOTEL BUILDING)
 AB2813', GO EAST ON US HIGHWAY 180 FOR 1.75 MI (2.82 KM) TO A CROSSROAD AT A
 AB2813'SHOPPING CENTER.  TURN RIGHT AND GO SOUTH ON FARM ROAD 1821 FOR 1.55
 AB2813'MI (2.49 KM) TO A T-ROAD.  TURN LEFT AND GO EAST ON FARM ROAD 1821 FOR
 AB2813'0.75 MI (1.21 KM) TO A CROSSROAD.  CONTINUE EAST FOR 0.25 MI (0.40 KM)
 AB2813'TO A FORK.  BEAR RIGHT AND GO SOUTHEAST ON A PAVED ROAD FOR 0.25 MI
 AB2813'(0.40 KM) TO A FORK.  KEEP RIGHT AND GO SOUTHEAST ON ROAD AND PARKING
 AB2813'LOT FOR 0.1 MI (0.2 KM) TO THE TERMINAL BUILDING.  TURN LEFT AND GO
 AB2813'SOUTHEAST, THEN RIGHT AND GO SOUTHWEST ON PAVEMENT AND APRON FOR 0.05
 AB2813'MI (0.08 KM) TO THE JUCTION OF THE RAMP AND TAXIWAY.  TURN RIGHT AND
 AB2813'GO NORTHWEST ON THE TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 AB2813'RIGHT.  THE STATION IS A NGS HORIZONTAL STATION DISK STAMPED ---MWL A
 AB2813'1994--- SET INTO THE TOP OF A CONCRETE MONUMENT WHICH IS RESTING ON
 AB2813'BEDROCK.  THE STATION IS 226.4 FT (69.0 M) WEST OF THE WEST CORNER OF
 AB2813'A HANGER (S-TEC CORPORATION) , 75.5 FT (23.0 M) NORTHWEST OF THE
 AB2813'NORTHWEST EDGE OF THE APRON, 67.3 FT (20.5 M) NORTHEAST OF THE
 AB2813'CENTERLINE OF THE TAXIWAY AND 1.6 FT (0.5 M) SOUTHWEST OF A FIBERGLASS
 AB2813'WITNESS POST.
 AB2813
 AB2813                          STATION RECOVERY (1997)
 AB2813
 AB2813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB2813'RECOVERED AS DESCRIBED.
 AB2813
 AB2813                          STATION RECOVERY (2003)
 AB2813
 AB2813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 AB2813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1360 ***********************************************************************
 BZ1360  DESIGNATION -  MYERS
 BZ1360  PID         -  BZ1360
 BZ1360  STATE/COUNTY-  TX/CORYELL
 BZ1360  USGS QUAD   -  HURST SPRING (1956)
 BZ1360
 BZ1360                         *CURRENT SURVEY CONTROL
 BZ1360  ___________________________________________________________________
 BZ1360* NAD 83(1993)-  31 37 37.57864(N)    097 39 01.76538(W)     ADJUSTED  
 BZ1360* NAVD 88     -       322.5    (meters)    1058.     (feet)  VERTCON   
 BZ1360  ___________________________________________________________________
 BZ1360  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 BZ1360  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BZ1360
 BZ1360  HORZ ORDER  -  FIRST
 BZ1360
 BZ1360.The horizontal coordinates were established by classical geodetic methods
 BZ1360.and adjusted by the National Geodetic Survey in February 1996..
 BZ1360
 BZ1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1360
 BZ1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1360
 BZ1360.The geoid height was determined by GEOID03.
 BZ1360
 BZ1360;                    North         East     Units Scale Factor Converg.
 BZ1360;SPC TX C     - 3,220,398.930   954,491.246   MT  0.99994121   +1 22 54.6
 BZ1360;SPC TX C     -10,565,592.16  3,131,526.70   sFT  0.99994121   +1 22 54.6
 BZ1360;UTM  14      - 3,499,894.812   627,986.946   MT  0.99980203   +0 42 28.0
 BZ1360
 BZ1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1360!SPC TX C     -   0.99995367  x   0.99994121  =   0.99989489
 BZ1360!UTM  14      -   0.99995367  x   0.99980203  =   0.99975571
 BZ1360
 BZ1360:                Primary Azimuth Mark                     Grid Az
 BZ1360:SPC TX C     -  SIMPSON                                  099 28 01.4
 BZ1360:UTM  14      -  SIMPSON                                  100 08 28.0
 BZ1360
 BZ1360|---------------------------------------------------------------------|
 BZ1360| PID    Reference Object                     Distance      Geod. Az  |
 BZ1360|                                                           dddmmss.s |
 BZ1360| BZ1286 SIMPSON                             APPROX.15.2 KM 1005056.0 |
 BZ1360| CV4893 MYERS RM                             63.680 METERS 10901     |
 BZ1360| BZ1359 CORYELL CITY GERMAN CHURCH          APPROX. 9.6 KM 1513014.6 |
 BZ1360|---------------------------------------------------------------------|
 BZ1360
 BZ1360                          SUPERSEDED SURVEY CONTROL
 BZ1360
 BZ1360  NAD 83(1986)-  31 37 37.58711(N)    097 39 01.74879(W) AD(       ) 1
 BZ1360  NAD 27      -  31 37 37.01200(N)    097 39 00.67200(W) AD(       ) 1
 BZ1360  NGVD 29 (07/19/86)  322.4    (m)         1058.     (f) VERT ANG       
 BZ1360
 BZ1360.Superseded values are not recommended for survey control.
 BZ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1360.See file dsdata.txt to determine how the superseded data were derived.
 BZ1360
 BZ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2798799895(NAD 83)
 BZ1360_MARKER: DS = TRIANGULATION STATION DISK
 BZ1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1360
 BZ1360  HISTORY     - Date     Condition        Report By
 BZ1360  HISTORY     - 1919     MONUMENTED       CGS
 BZ1360  HISTORY     - 1935     GOOD             CGS
 BZ1360  HISTORY     - 1937     GOOD             CGS
 BZ1360  HISTORY     - 1937     GOOD             TXHD
 BZ1360  HISTORY     - 1940     GOOD             TSI
 BZ1360  HISTORY     - 1955     GOOD             USGS
 BZ1360  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1360
 BZ1360                          STATION DESCRIPTION
 BZ1360
 BZ1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1360'STATION IS 4 MILES W OF MOSHEIM, 13 MILES W OF VALLEY MILLS,
 BZ1360'AND 250 METERS (820 FEET) N OF THE VALLEY MILLS-TURNERVILLE
 BZ1360'ROAD, IN EDGE OF PASTURE OWNED BY H.W. MYERS AND RENTED
 BZ1360'BY R.A. ANZ.  STATION IS ABOUT 80 METERS (262 FEET)
 BZ1360'N 69 DEG 09 MIN W FROM THE MYERS HOUSE, AND 35 METERS (115 FEET)
 BZ1360'N OF BARN.  SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE
 BZ1360'DISKS SET IN CONCRETE.
 BZ1360'REFERENCE MARK IS A NAIL SET IN AN IRREGULAR MASS OF CONCRETE
 BZ1360'(NEARLY SQUARE), PLACED BY THE SIDE OF THE PICKET FENCE
 BZ1360'WHICH IS AROUND THE HOUSE, IT IS 63.68 METERS (208.9 FEET)
 BZ1360'FROM THE STATION, S 70 DEG 59 MIN E.  ELEVATION
 BZ1360'OF STATION, 322.4 METERS (1,058 FEET).
 BZ1360
 BZ1360                          STATION RECOVERY (1935)
 BZ1360
 BZ1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1360'STATION WAS FOUND AS DESCRIBED, AND IS IN EXCELLENT CONDITION.
 BZ1360'THE REFERENCE MARK WAS RECOVERED AND IS IN EXCELLENT CONDITION.
 BZ1360'REFERENCE MARK IS NEAR THE NW CORNER OF A PICKET FENCE AROUND
 BZ1360'THE HOUSE OF H.W. MYERS.
 BZ1360'
 BZ1360'THIS STATION IS REACHED FROM MOSHEIM BY TAKING THE ROAD
 BZ1360'LEADING NW FROM MOSHEIM.  TURN LEFT AT A BRICK HOUSE APPARENTLY
 BZ1360'SETTING IN THE MIDDLE OF THE ROAD.  TURN RIGHT AT FIRST ROAD
 BZ1360'AND SO PROCEED UNTIL A DISTANCE OF 3.7 MILES FROM MOSHEIM
 BZ1360'HAS BEEN TRAVELED.  AT THIS POINT THERE IS A ROAD TURNING
 BZ1360'TO THE RIGHT.  TAKE THIS ROAD AND PROCEED 0.1 MILE TO THE
 BZ1360'MYERS HOUSE.  THE STATION IS LOCATED IN THE STOCK LOT DIRECTLY
 BZ1360'BEHIND A LONG GALVANIZED-IRON BARN.  IT IS PLAINLY VISIBLE
 BZ1360'FROM THIS GALVANIZED-IRON BARN SINCE IT PROJECTS FROM THE
 BZ1360'GROUND AT LEAST THREE INCHES.
 BZ1360
 BZ1360                          STATION RECOVERY (1937)
 BZ1360
 BZ1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 BZ1360'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 BZ1360'CONDITION.  STATION IS A STANDARD BRONZE DISK SET IN A 14-INCH
 BZ1360'SQUARE BLOCK OF CONCRETE AND PROJECTING ABOUT 4 INCHES ABOVE
 BZ1360'THE GROUND.  ON THE HIGHEST POINT OF THE HILL, ABOUT 35
 BZ1360'METERS, (115 FEET) W OF THE BARN ON THE OLD H.W. MEYERS
 BZ1360'FARM.  IT IS ABOUT 4 MILES W OF MOSHEIM, 13 MILES SW OF VALLEY
 BZ1360'MILLS AND ABOUT 250 METERS W OF THE VALLEY MILLS-TURNERVILLE
 BZ1360'ROAD.
 BZ1360'
 BZ1360'TO REACH FROM MOSHEIM, GO NW ON THE MAIN GRADED ROAD FROM
 BZ1360'THE CROSSROADS FOR 1.0 MILE.  TURN LEFT AT THE ICE HOUSE
 BZ1360'AND STORE AND GO SW ON THE MAIN ROAD FOR 2.4 MILES.  TURN
 BZ1360'RIGHT AND GO NW FOR 1.0 MILE TO THE TOP OF THE GRADE AND
 BZ1360'THE MEYERS FARMHOUSE.  GO IN THROUGH THE CORRALS AND TO
 BZ1360'THE RIGHT OF THE BARN TO THE STATION IN THE CORRAL AT THE
 BZ1360'W SIDE OF THE BARN.
 BZ1360'
 BZ1360'REFERENCE MARK IS A NAIL SET IN AN 8-INCH SQUARE BLOCK OF
 BZ1360'CONCRETE, PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 BZ1360
 BZ1360                          STATION RECOVERY (1937)
 BZ1360
 BZ1360'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1360'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BZ1360'NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 BZ1360
 BZ1360                          STATION RECOVERY (1940)
 BZ1360
 BZ1360'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 BZ1360'STATION RECOVERED.  DESCRIPTION AND STATION SATISFACTORY.
 BZ1360
 BZ1360                          STATION RECOVERY (1955)
 BZ1360
 BZ1360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BZ1360'RECOVERED BY USGS IN 1955.
 BZ1360'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE.
 BZ1360
 BZ1360                          STATION RECOVERY (2001)
 BZ1360
 BZ1360'RECOVERY NOTE BY US POWER SQUADRON 2001 (GMF)
 BZ1360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0681 ***********************************************************************
 DO0681  DESIGNATION -  MYERS 2
 DO0681  PID         -  DO0681
 DO0681  STATE/COUNTY-  TX/CLAY
 DO0681  USGS QUAD   -  BLUEGROVE (1968)
 DO0681
 DO0681                         *CURRENT SURVEY CONTROL
 DO0681  ___________________________________________________________________
 DO0681* NAD 83(1993)-  33 37 36.83377(N)    098 14 51.69763(W)     ADJUSTED  
 DO0681* NAVD 88     -       344.0    (meters)    1129.     (feet)  VERTCON   
 DO0681  ___________________________________________________________________
 DO0681  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DO0681  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DO0681
 DO0681  HORZ ORDER  -  FIRST
 DO0681
 DO0681.The horizontal coordinates were established by classical geodetic methods
 DO0681.and adjusted by the National Geodetic Survey in February 1996..
 DO0681
 DO0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0681
 DO0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0681
 DO0681.The geoid height was determined by GEOID03.
 DO0681
 DO0681;                    North         East     Units Scale Factor Converg.
 DO0681;SPC TXNC     - 2,217,402.543   623,408.842   MT  0.99992290   +0 08 15.4
 DO0681;SPC TXNC     - 7,274,928.18  2,045,300.51   sFT  0.99992290   +0 08 15.4
 DO0681;UTM  14      - 3,721,042.145   569,776.895   MT  0.99966002   +0 24 59.9
 DO0681
 DO0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0681!SPC TXNC     -   0.99995033  x   0.99992290  =   0.99987323
 DO0681!UTM  14      -   0.99995033  x   0.99966002  =   0.99961036
 DO0681
 DO0681|---------------------------------------------------------------------|
 DO0681| PID    Reference Object                     Distance      Geod. Az  |
 DO0681|                                                           dddmmss.s |
 DO0681| CX7800 MYERS 2 RM 1                         14.765 METERS 13150     |
 DO0681| DO0678 WINDTHORST BELL TEL MICRO            70.232 METERS 18401     |
 DO0681| DO0680 MYERS 2 1966 REF PT                 156.084 METERS 18813     |
 DO0681| CX7801 MYERS 2 RM 2                         23.164 METERS 25016     |
 DO0681| DO0686 WINDTHORST CATH CH SPIRE            APPROX.18.7 KM 2521607.4 |
 DO0681| DO0679 MYERS 2 1966 AZ MK                  APPROX. 1.0 KM 3585216.0 |
 DO0681| DO0677 MYERS 2 1966 TPT                     12.280 METERS 35855     |
 DO0681|---------------------------------------------------------------------|
 DO0681
 DO0681                          SUPERSEDED SURVEY CONTROL
 DO0681
 DO0681  NAD 83(1993)-  33 37 36.83397(N)    098 14 51.69688(W) AD(       ) 1
 DO0681  NAD 83(1986)-  33 37 36.83647(N)    098 14 51.68393(W) AD(       ) 1
 DO0681  NAD 27      -  33 37 36.46171(N)    098 14 50.51821(W) AD(       ) 1
 DO0681  NGVD 29 (07/19/86)  344.0    (m)         1129.     (f) VERT ANG       
 DO0681
 DO0681.Superseded values are not recommended for survey control.
 DO0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0681.See file dsdata.txt to determine how the superseded data were derived.
 DO0681
 DO0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6977721042(NAD 83)
 DO0681_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0681
 DO0681  HISTORY     - Date     Condition        Report By
 DO0681  HISTORY     - 1966     MONUMENTED       CGS
 DO0681  HISTORY     - 1975     SEE DESCRIPTION  NGS
 DO0681  HISTORY     - 1978     GOOD             NGS
 DO0681
 DO0681                          STATION DESCRIPTION
 DO0681
 DO0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0681'THIS STATION NOT OCCUPIED.
 DO0681'
 DO0681'THE STATION IS ABOUT 13-1/2 MILES WEST OF BELLEVUE, 13 MILES
 DO0681'SOUTH-SOUTHWEST OF HENRIETTA, 11-1/2 MILES EAST-NORTHEAST OF
 DO0681'WINDTHORST AND 2-3/4 MILES WEST OF THE MIDWAY SCHOOL, ON A WOODED
 DO0681'RIDGE BELONGING TO MR. BUD BARKER OF HENRIETTA.  THIS STATION IS
 DO0681'IN APPROXIMATELY THE SAME LOCATION AS TRIANGULATION STATION MYERS
 DO0681'1902 WHICH HAS BEEN DESTROYED.
 DO0681'
 DO0681'TO REACH THE STATION FROM THE POST OFFICE IN WINDTHORST, GO EAST
 DO0681'ON FARM ROAD 174 FOR 14.0 MILES TO THE INTERSECTION OF STATE
 DO0681'HIGHWAY 148.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 148 FOR 5.15
 DO0681'MILES TO FARM ROAD 1883.  TURN LEFT AND GO WEST ON FARM ROAD 1883
 DO0681'FOR 3.4 MILES TO A TRACK ROAD ON THE LEFT, TURN SHARP LEFT,
 DO0681'CROSSING A CATTLE GUARD, AND GO SOUTHEAST ON A TRACK ROAD FOR
 DO0681'0.2 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.3 MILE TO A
 DO0681'FORK, TAKE THE RIGHT FORK AND GO 0.05 MILE TO ANOTHER FORK NEAR A
 DO0681'SMALL STOCK FEEDER, TAKE THE LEFT FORK AND GO 0.25 MILE TO A
 DO0681'TRIANGULAR BLAZED OAK ON THE RIGHT.  TURN LEFT AND DRIVE
 DO0681'EAST-NORTHEAST THROUGH THE WOODS FOR 0.1 MILE TO THE STATION.
 DO0681'
 DO0681'THE STATION MARK IS A STANDARD DISK, STAMPED MYERS 2 1965, SET IN
 DO0681'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0681'FLUSH WITH THE GROUND.  IT IS 6 FEET WEST OF A TRIANGLE BLAZED
 DO0681'8-INCH OAK TREE AND IN THE SAME HOLE IN WHICH THE REMAINS OF THE
 DO0681'1902 STATION WAS FOUND.  (NOTE 1B 7A)
 DO0681'
 DO0681'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MYERS 2 NO 1 1965, SET
 DO0681'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0681'PROJECTS 5 INCHES ABOVE THE GROUND.  (NOTE 11B)
 DO0681'
 DO0681'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MYERS 2 NO 2 1965,
 DO0681'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0681'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  (NOTE 11B)
 DO0681'
 DO0681'NO AZIMUTH MARK WAS SET.
 DO0681'
 DO0681'THE ABOVE INFORMATION FURNISHED BY RECONNAISSANCE PARTY AND
 DO0681'BUILDING FOREMAN.
 DO0681'
 DO0681'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 DO0681
 DO0681                          STATION RECOVERY (1975)
 DO0681
 DO0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0681'NO MEASUREMENT BETWEEN RMS DUE TO LOGS AND BRUSH ON LINE.
 DO0681'
 DO0681'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE POINT WERE
 DO0681'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION WAS NOT
 DO0681'OCCUPIED PREVIOUSLY HENCE NO DISTANCE OR DIRECTIONS WERE OBSERVED
 DO0681'IN 1965.  THE STATION WAS INTERSECTED IN 1966.  A COMPLETE
 DO0681'DESCRIPTION FOLLOWS.
 DO0681'
 DO0681'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHWEST OF
 DO0681'HENRIETTA, 11 MILES EAST-NORTHEAST OF WINDTHORST, 4 MILES
 DO0681'NORTH-NORTHWEST OF JOY 3-1/2 MILES SOUTH-SOUTHWEST OF BLUE
 DO0681'GROVE.  IT IS ON A BRUSH COVERED RIDGE THAT IS THE PROPERTY OF
 DO0681'MR. HERMAN SCHEER OF HENRIETTA, PHONE NUMBER 817-538-4936.
 DO0681'
 DO0681'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 148 AND FARM ROAD
 DO0681'174, ABOUT 14 MILES EAST OF WINDTHORST AND ABOUT 3-1/2 MILES WEST OF
 DO0681'BUFFALO SPRINGS, GO NORTH ON STATE HIGHWAY 148 FOR 4.7 MILES TO
 DO0681'MIDWAY SCHOOL ON LEFT.  CONTINUE AHEAD ON 174 FOR 0.4 MILE TO THE
 DO0681'JUNCTION WITH FARM ROAD 1883 ON THE LEFT.  TURN LEFT AND GO WEST
 DO0681'ON FARM ROAD 1883 FOR 3.2 MILES TO A CATTLE GUARD ON THE LEFT JUST
 DO0681'BEFORE STARTING DOWN HILL.  CONTINUE ON 1883 FOR 0.1 MILE TO A
 DO0681'PIPE GATE ON THE LEFT.  TURN LEFT PASSING THROUGH GATE AND GO
 DO0681'SOUTHEAST ON TRACK ROAD FOR 0.2 MILE TO A DIM ROAD ON THE LEFT.
 DO0681'KEEP LEFT STRAIGHT AHEAD FOR 0.3 MILE TO A FORK.  TAKE THE
 DO0681'RIGHT FORK AND CONTINUE SOUTHEASTERLY FOR 0.3 MILE TO JUST
 DO0681'BEFORE ROAD STARTS DOWN HILL.  TURN LEFT AND STATION AS
 DO0681'DESCRIBED.
 DO0681'
 DO0681'STATION MARKS ARE STANDARD DISK STAMPED MYERS 2 1965.  THE SURFACE
 DO0681'DISK IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT IS
 DO0681'SET FLUSH WITH THE GROUND SURFACE.  IT IS 270 FEET NORTH OF THE
 DO0681'APPROXIMATE CENTER OF TRACK ROAD AND 7 FEET SOUTHWEST OF METAL
 DO0681'WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND DISK IS SET IN
 DO0681'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 DO0681'GROUND SURFACE.
 DO0681'
 DO0681'REFERENCE MARK 1, A STANDARD DISK STAMPED MYERS 2 NO 1 1965, IS
 DO0681'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0681'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET EAST OF
 DO0681'THE METAL WITNESS POST.
 DO0681'
 DO0681'REFERENCE POINT, IS A DRILL HOLE THAT IS SURROUNDED BY A TRIANGLE
 DO0681'CUT IN OUT CROPPING BED ROCK THAT IS ABOUT 5X6 FEET AND PROJECTS
 DO0681'ABOUT 15 INCHES ABOVE THE GROUND SURFACE.  IT IS 225 FEET SOUTH OF
 DO0681'THE APPROXIMATE CENTER OF TRACK ROAD.
 DO0681'
 DO0681'HEIGHT OF LIGHT ABOVE STATION MARK 8 FEET.
 DO0681'
 DO0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DO0681'3-1/2 MILES SOUTHWEST OF BLUE GROVE.
 DO0681
 DO0681                          STATION RECOVERY (1978)
 DO0681
 DO0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0681'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE POINT WERE
 DO0681'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND AT
 DO0681'THIS TIME BUT THE PREVIOUS DESCRIPTION MAKES NO MENTION OF IT.
 DO0681'AN AZIMUTH MARK WAS SET AT THIS TIME.  THE DIRECTIONS TO THE
 DO0681'MARKS CHECKED.  A SHORTER DISTANCE OF 0.015 METER WAS NOTED TO
 DO0681'REFERENCE MARK 1.  A NEW DESCRIPTION FOLLOWS.
 DO0681'
 DO0681'THE STATION IS ABOUT 13 MILES SOUTH-SOUTHWEST OF HENRIETTA,
 DO0681'11 MILES EAST-NORTHEAST OF WINDTHORST, 5-1/2 MILES NORTH-
 DO0681'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 148 AND FARM
 DO0681'MARKET ROAD 174, IN A PASTURE, AT THE SITE OF A MICROWAVE
 DO0681'TOWER AND ON PROPERTY OWNED BY MR. HERMAN SCHEER, HENRIETTA,
 DO0681'TEXAS, PHONE 817-538-4936.
 DO0681'
 DO0681'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 148 AND
 DO0681'ROAD 174 (ABOUT 14 MILES EAST OF WINDTHORST), GO NORTH ON
 DO0681'HIGHWAY 148 FOR 4.6 MILES TO THE MIDWAY SCHOOL ON THE LEFT.
 DO0681'CONTINUE NORTH ON HIGHWAY 148 FOR 0.4 MILE TO A CROSS ROAD.
 DO0681'TURN LEFT AND GO WEST ON FARM MARKET ROAD 1883 FOR 1.7 MILES
 DO0681'TO A DIRT ROAD RIGHT.  CONTINUE ON ROAD 1883 FOR 0.5 MILE TO
 DO0681'A ROAD LEFT AND A CATTLE GUARD.  (TO REACH THE AZIMUTH MARK
 DO0681'FROM HERE, CONTINUE ON ROAD 1883 FOR 0.6 MILES TO A ROAD
 DO0681'RIGHT, A FARM LANE LEFT AND THE MARK ON THE RIGHT).  TURN
 DO0681'LEFT, CROSSING THE CATTLE GUARD, AND FOLLOW WINDING
 DO0681'ROAD FOR 0.8 MILE TO A METAL GATE AND A SMALL CORRAL ON
 DO0681'THE LEFT.  PASS THROUGH THE GATE AND FOLLOW THE ROAD
 DO0681'UPHILL FOR 0.2 MILE TO THE MICROWAVE TOWER ON THE RIGHT
 DO0681'AND THE STATION TO THE NORTH.
 DO0681'
 DO0681'STATION MARKS, STAMPED---MYERS 2 1965---, ARE STANDARD DISKS.
 DO0681'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0681'MONUMENT FLUSH WITH THE GROUND IN A SLIGHT DEPRESSION.  IT IS
 DO0681'272.5 FEET NORTH OF A UTILITY POLE WITH A TRANSFORMER, 225.5
 DO0681'FEET NORTH OF THE NORTHWEST TOWER LEG, 26 PACES WEST OF A 4
 DO0681'FOOT HIGH WOOD PILE, AND 5 FEET WEST OF A FOOT HIGH STUMP AND
 DO0681'AN 18-INCH HIGH METAL WITNESS POST.
 DO0681'
 DO0681'REFERENCE MARK 1, STAMPED---MYERS 2 NO 1 1965---, IS A STANDARD
 DO0681'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DO0681'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 237 FEET NORTH OF THE
 DO0681'POLE WITH THE TRANSFORMER, 200.5 FEET NORTH-NORTHEAST OF THE
 DO0681'NORTHWEST TOWER LEG, 20 PACES SOUTHWEST OF THE WOOD PILE.
 DO0681'
 DO0681'REFERENCE MARK 2, STAMPED---MYERS NO 2 1965---, IS A STANDARD
 DO0681'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DO0681'PROJECTS 2 INCHES ABOVE GROUND.  IT IS IN LINE WITH THE TWO
 DO0681'WEST LEGS OF THE TOWER, 298 FEET NORTH-NORTHWEST OF THE POLE
 DO0681'WITH THE TRANSFORMER, 204.5 FEET NORTH OF THE NORTHWEST LEG OF
 DO0681'THE TOWER, IN LINE WITH AND MIDWAY BETWEEN THE STATION AND A
 DO0681'WOOD PILE.
 DO0681'
 DO0681'REFERENCE POINT, A 1/2-INCH DRILL HOLE CENTERED IN A 6-INCH
 DO0681'TRIANGLE CUT IN A 3 X 5 X 1 FOOT BEDROCK.  IT IS 263.5
 DO0681'FEET SOUTH-SOUTHWEST OF THE POLE WITH THE TRANSFORMER, 255.4
 DO0681'FEET SOUTH OF THE SOUTHWEST CORNER OF THE TRANSMITTER
 DO0681'BUILDING AND 80 FEET NORTHEAST OF A SHALLOW DROPOFF.
 DO0681'
 DO0681'AZIMUTH MARK, STAMPED---MYERS 2 1965 1978---, IS A STANDARD
 DO0681'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DO0681'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 48 FEET WEST OF THE DIRT
 DO0681'ROAD CENTER, 39.5 FEET NORTH OF THE PAVED ROAD CENTER, 18 FEET
 DO0681'WEST OF A FENCE CORNER, 3.5 FEET WEST-SOUTHWEST OF A METAL
 DO0681'WITNESS POST, AND 2 FEET SOUTH OF A FENCE.
 DO0681'
 DO0681'HEIGHT OF LIGHT ABOVE STATION MARK WAS 10.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0679 ***********************************************************************
 DO0679  DESIGNATION -  MYERS 2 1966 AZ MK
 DO0679  PID         -  DO0679
 DO0679  STATE/COUNTY-  TX/CLAY
 DO0679  USGS QUAD   -  BLUEGROVE (1968)
 DO0679
 DO0679                         *CURRENT SURVEY CONTROL
 DO0679  ___________________________________________________________________
 DO0679* NAD 83(1993)-  33 38 10.03795(N)    098 14 52.47986(W)     ADJUSTED  
 DO0679* NAVD 88     -       331.     (meters)    1086.     (feet)  VERTCON   
 DO0679  ___________________________________________________________________
 DO0679  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DO0679  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DO0679
 DO0679  HORZ ORDER  -  SECOND
 DO0679
 DO0679.The horizontal coordinates were established by classical geodetic methods
 DO0679.and adjusted by the National Geodetic Survey in February 1996..
 DO0679
 DO0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0679
 DO0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0679
 DO0679.The geoid height was determined by GEOID03.
 DO0679
 DO0679;                    North         East     Units Scale Factor Converg.
 DO0679;SPC TXNC     - 2,218,425.432   623,386.227   MT  0.99992453   +0 08 15.0
 DO0679;SPC TXNC     - 7,278,284.10  2,045,226.31   sFT  0.99992453   +0 08 15.0
 DO0679;UTM  14      - 3,722,064.642   569,749.306   MT  0.99965998   +0 24 59.8
 DO0679
 DO0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0679!SPC TXNC     -   0.99995236  x   0.99992453  =   0.99987690
 DO0679!UTM  14      -   0.99995236  x   0.99965998  =   0.99961236
 DO0679
 DO0679                          SUPERSEDED SURVEY CONTROL
 DO0679
 DO0679  NAD 83(1993)-  33 38 10.03815(N)    098 14 52.47911(W) AD(       ) 2
 DO0679  NAD 83(1986)-  33 38 10.04065(N)    098 14 52.46619(W) AD(       ) 2
 DO0679  NAD 27      -  33 38 09.66672(N)    098 14 51.30041(W) AD(       ) 2
 DO0679  NGVD 29 (07/19/86)  331.     (m)         1086.     (f) VERT ANG       
 DO0679
 DO0679.Superseded values are not recommended for survey control.
 DO0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0679.See file dsdata.txt to determine how the superseded data were derived.
 DO0679
 DO0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6974922065(NAD 83)
 DO0679_MARKER: DZ = AZIMUTH MARK DISK
 DO0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0679
 DO0679  HISTORY     - Date     Condition        Report By
 DO0679  HISTORY     - 1978     MONUMENTED       NGS
 DO0679
 DO0679                          STATION DESCRIPTION
 DO0679
 DO0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0679'THE STATION IS LOCATED 12 MILES SOUTH-SOUTHWEST OF HENRIETTA,
 DO0679'11 MILES EAST-NORTHEAST OF WINDTHORST, 6-1/2 MILES NORTH-
 DO0679'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 148 AND FARM MARKET
 DO0679'ROAD 174 AND ON THE RIGHT-OF-WAY OF FARM MARKET ROAD 1883.
 DO0679'
 DO0679'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 148 AND FARM
 DO0679'ROAD 174 (WHICH IS 14 MILES EAST OF WINDTHORST), GO NORTH ON
 DO0679'HIGHWAY 148 FOR 4.6 MILES TO THE MIDWAY SCHOOL ON THE LEFT.
 DO0679'CONTINUE NORTH FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT, WEST,
 DO0679'ON FARM ROAD 1883 FOR 1.7 MILES TO A DIRT ROAD RIGHT.  CONTINUE
 DO0679'ON ROAD 1883 FOR 1.1 MILES TO TOP OF GRADE, A FARM LANE LEFT,
 DO0679'A DIRT ROAD RIGHT AND THE STATION ON THE RIGHT.
 DO0679'
 DO0679'STATION MARK, STAMPED---MYERS 2 1965 1978---, IS A STANDARD
 DO0679'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0679'MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS 48 FEET
 DO0679'WEST OF THE DIRT ROAD CENTER, 39.5 FEET NORTH OF THE PAVED ROAD
 DO0679'CENTER, 18 FEET WEST OF A FENCE CORNER, 3.5 FEET WEST-SOUTHWEST
 DO0679'OF A METAL WITNESS POST, AND 2 FEET SOUTH OF A FENCE.
 DO0679'
 DO0679'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 DO0679'AN EDM TIE WAS MADE TO STATION MYERS 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1339 ***********************************************************************
 CR1339  DESIGNATION -  MYRTLE
 CR1339  PID         -  CR1339
 CR1339  STATE/COUNTY-  TX/VAN ZANDT
 CR1339  USGS QUAD   -  EDGEWOOD (1981)
 CR1339
 CR1339                         *CURRENT SURVEY CONTROL
 CR1339  ___________________________________________________________________
 CR1339* NAD 83(1993)-  32 39 11.54785(N)    095 58 10.31781(W)     ADJUSTED  
 CR1339* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 CR1339  ___________________________________________________________________
 CR1339  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CR1339  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CR1339
 CR1339  HORZ ORDER  -  SECOND
 CR1339
 CR1339.The horizontal coordinates were established by classical geodetic methods
 CR1339.and adjusted by the National Geodetic Survey in February 1996..
 CR1339
 CR1339.The orthometric height was scaled from a topographic map.
 CR1339
 CR1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1339
 CR1339.The geoid height was determined by GEOID03.
 CR1339
 CR1339;                    North         East     Units Scale Factor Converg.
 CR1339;SPC TXNC     - 2,112,256.452   837,353.604   MT  0.99989665   +1 22 48.4
 CR1339;SPC TXNC     - 6,929,961.38  2,747,217.62   sFT  0.99989665   +1 22 48.4
 CR1339;UTM  15      - 3,616,739.182   221,466.009   MT  1.00055676   -1 36 11.7
 CR1339;UTM  14      - 3,616,900.862   784,251.704   MT  1.00059645   +1 38 10.3
 CR1339
 CR1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1339!SPC TXNC     -   0.99997795  x   0.99989665  =   0.99987460
 CR1339!UTM  15      -   0.99997795  x   1.00055676  =   1.00053470
 CR1339!UTM  14      -   0.99997795  x   1.00059645  =   1.00057438
 CR1339
 CR1339|---------------------------------------------------------------------|
 CR1339| PID    Reference Object                     Distance      Geod. Az  |
 CR1339|                                                           dddmmss.s |
 CR1339| CY2630 MYRTLE RM 1                                        10522     |
 CR1339| CY2629 MYRTLE AZ MK                                       1410433.1 |
 CR1339| CR1340 MYRTLE 2                              6.340 METERS 24631     |
 CR1339| CS2577 WILLS POINT MUNICIPAL TANK          APPROX. 7.6 KM 3282158.5 |
 CR1339| CY2631 MYRTLE RM 2                                        32859     |
 CR1339|---------------------------------------------------------------------|
 CR1339
 CR1339                          SUPERSEDED SURVEY CONTROL
 CR1339
 CR1339  NAD 83(1986)-  32 39 11.55531(N)    095 58 10.30356(W) AD(       ) 2
 CR1339  NAD 27      -  32 39 11.08100(N)    095 58 09.42300(W) AD(       ) 2
 CR1339
 CR1339.Superseded values are not recommended for survey control.
 CR1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1339.See file dsdata.txt to determine how the superseded data were derived.
 CR1339
 CR1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2146616739(NAD 83)
 CR1339_MARKER: DS = TRIANGULATION STATION DISK
 CR1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1339
 CR1339  HISTORY     - Date     Condition        Report By
 CR1339  HISTORY     - 1949     MONUMENTED       CGS
 CR1339  HISTORY     - 1955     SEE DESCRIPTION  CGS
 CR1339  HISTORY     - 1962     SEE DESCRIPTION  USGS
 CR1339  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1339
 CR1339                          STATION DESCRIPTION
 CR1339
 CR1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1339'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF WILLS
 CR1339'POINT, ABOUT 3-1/2 MILES NORTHWEST OF MYRTLE SPRINGS, ON
 CR1339'THE RIGHT-OF-WAY OF U.S. HIGHWAY 64.  IT IS 41 FEET SOUTHWEST
 CR1339'OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET NORTHEAST OF A
 CR1339'FENCELINE.  THE DISK IS STAMPED MYRTLE 1949 AND PROJECTS 6
 CR1339'INCHES.
 CR1339'
 CR1339'REFERENCE MARK NO. 1 IS 52 FEET NORTHEAST OF THE CENTERLINE
 CR1339'OF THE HIGHWAY, 5 FEET SOUTHWEST OF A FENCELINE, AND 3 FEET
 CR1339'NORTHWEST OF A POWERPOLE.  THE DISK IS STAMPED MYRTLE NO 1 1949
 CR1339'AND PROJECTS 4 INCHES.
 CR1339'
 CR1339'REFERENCE MARK NO. 2 IS 49 FEET SOUTHWEST OF THE CENTERLINE
 CR1339'OF THE HIGHWAY, 12 FEET NORTHWEST OF A POWERLINE, GUY POLE,
 CR1339'AND 1 FOOT NORTHWEST OF A FENCELINE.  THE DISK IS STAMPED
 CR1339'MYRTLE NO 2 1949 AND PROJECTS 8 INCHES.
 CR1339'
 CR1339'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST-SOUTHEAST OF THE STATION,
 CR1339'ABOUT 0.05 MILE NORTHEAST OF HIGHWAY 64, 27 FEET EAST OF AN
 CR1339'8 INCH TREE, AND 7 FEET NORTH OF A TRACK ROAD.  IT IS SET
 CR1339'IN AN EAST-WEST FENCELINE.  THE DISK IS STAMPED MYRTLE 1949
 CR1339'AND PROJECTS 8 INCHES.
 CR1339'
 CR1339'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CR1339'AND 64, AT THE SOUTHEAST EDGE OF WILLS POINT, GO SOUTHEAST ON
 CR1339'HIGHWAY 64 FOR 3.7 MILES TO THE STATION ON THE RIGHT.  CONTINUE
 CR1339'SOUTHEAST FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT, ON
 CR1339'THE TRACK ROAD, FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 CR1339'LEFT AS DESCRIBED.
 CR1339'
 CR1339'A 74 FOOT SIGNAL AT AYRES 1935 IS VISIBLE FROM THE GROUND.
 CR1339'
 CR1339'A 100 FOOT SIGNAL AT STONE IS VISIBLE FROM THE GROUND.
 CR1339'
 CR1339'A 100 FOOT SIGNAL AT BOTTOM IS VISIBLE FROM THE GROUND.
 CR1339'
 CR1339'A 100 FOOT SIGNAL AT HIRAM IS VISIBLE FROM THE GROUND.
 CR1339'
 CR1339'A 74 FOOT SIGNAL AT PIONEER IS VISIBLE FROM THE GROUND.
 CR1339'
 CR1339'A 74 FOOT SIGNAL AT WILLS 2 IS VISIBLE FROM THE GROUND.
 CR1339'
 CR1339'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CR1339
 CR1339                          STATION RECOVERY (1955)
 CR1339
 CR1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CR1339'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE STATION
 CR1339'MARK AND BOTH REFERENCE MARKS WERE REMOVED FROM NEW HIGHWAY
 CR1339'CONSTRUCTION AREAS AFTER MYRTLE 2 1955 WAS ESTABLISHED IN
 CR1339'THE NEAR VICINITY.
 CR1339
 CR1339                          STATION RECOVERY (1962)
 CR1339
 CR1339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR1339'THE TRIANGULATION STATION WAS SEARCHED FOR BUT COULD NOT BE
 CR1339'FOUND.  NO REFERENCE MARKERS OR AZIMUTH MARK FOUND.  THESE
 CR1339'MONUMENTS ARE ALL DESCRIBED AS BEING IN THE VICINITY OF A NEW
 CR1339'HIGHWAY AND APPARENTLY HAVE EITHER BEEN DESTROYED OR COVERED
 CR1339'UP WHEN THE HIGHWAY WAS CONSTRUCTED.
 CR1339
 CR1339                          STATION RECOVERY (1995)
 CR1339
 CR1339'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1340 ***********************************************************************
 CR1340  DESIGNATION -  MYRTLE 2
 CR1340  PID         -  CR1340
 CR1340  STATE/COUNTY-  TX/VAN ZANDT
 CR1340  USGS QUAD   -  EDGEWOOD (1981)
 CR1340
 CR1340                         *CURRENT SURVEY CONTROL
 CR1340  ___________________________________________________________________
 CR1340* NAD 83(1993)-  32 39 11.46582(N)    095 58 10.54094(W)     ADJUSTED  
 CR1340* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 CR1340  ___________________________________________________________________
 CR1340  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CR1340  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CR1340
 CR1340  HORZ ORDER  -  THIRD
 CR1340
 CR1340.The horizontal coordinates were established by classical geodetic methods
 CR1340.and adjusted by the National Geodetic Survey in February 1996..
 CR1340.No horizontal observational check was made to the station.
 CR1340
 CR1340.The orthometric height was scaled from a topographic map.
 CR1340
 CR1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1340
 CR1340.The geoid height was determined by GEOID03.
 CR1340
 CR1340;                    North         East     Units Scale Factor Converg.
 CR1340;SPC TXNC     - 2,112,253.786   837,347.853   MT  0.99989665   +1 22 48.2
 CR1340;SPC TXNC     - 6,929,952.63  2,747,198.75   sFT  0.99989665   +1 22 48.2
 CR1340;UTM  15      - 3,616,736.817   221,460.122   MT  1.00055680   -1 36 11.8
 CR1340;UTM  14      - 3,616,898.168   784,245.960   MT  1.00059641   +1 38 10.2
 CR1340
 CR1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1340!SPC TXNC     -   0.99997795  x   0.99989665  =   0.99987460
 CR1340!UTM  15      -   0.99997795  x   1.00055680  =   1.00053474
 CR1340!UTM  14      -   0.99997795  x   1.00059641  =   1.00057434
 CR1340
 CR1340|---------------------------------------------------------------------|
 CR1340| PID    Reference Object                     Distance      Geod. Az  |
 CR1340|                                                           dddmmss.s |
 CR1340| CR1339 MYRTLE                                6.340 METERS 06631     |
 CR1340| CY2629 MYRTLE AZ MK                                       1402927.8 |
 CR1340| CY2633 MYRTLE 2 RM 2                        17.968 METERS 15228     |
 CR1340| CY2632 MYRTLE 2 RM 1                        27.805 METERS 33249     |
 CR1340|---------------------------------------------------------------------|
 CR1340
 CR1340                          SUPERSEDED SURVEY CONTROL
 CR1340
 CR1340  NAD 83(1986)-  32 39 11.47328(N)    095 58 10.52669(W) AD(       ) 3
 CR1340  NAD 27      -  32 39 10.99900(N)    095 58 09.64600(W) AD(       ) 3
 CR1340
 CR1340.Superseded values are not recommended for survey control.
 CR1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1340.See file dsdata.txt to determine how the superseded data were derived.
 CR1340
 CR1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2146016737(NAD 83)
 CR1340_MARKER: DS = TRIANGULATION STATION DISK
 CR1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1340
 CR1340  HISTORY     - Date     Condition        Report By
 CR1340  HISTORY     - 1955     MONUMENTED       CGS
 CR1340  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1340
 CR1340                          STATION DESCRIPTION
 CR1340
 CR1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CR1340'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF WILLS
 CR1340'POINT AND 3-1/2 MILES NORTHWEST OF MYRTLE SPRINGS, IN THE
 CR1340'WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 64.  IT IS MARKED
 CR1340'BY STANDARD DISKS STAMPED MYRTLE 2 1955.  THE SURFACE MONUMENT
 CR1340'PROJECTS ABOUT 3 INCHES.  THE STATION IS ABOUT 1/4 MILE SOUTHEAST
 CR1340'OF A SMALL STORE, 1/4 MILE NORTHWEST OF A ROAD JUNCTION AND 18
 CR1340'INCHES SOUTH OF A 4 X 4 POST AND NEAR AN ANGLE IN THE FENCE
 CR1340'LINE.
 CR1340'
 CR1340'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MYRTLE 2 1955 NO.
 CR1340'1 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES,
 CR1340'IN THE WEST RIGHT-OF-WAY FENCE LINE AND NEAR A BRACED POWER
 CR1340'POLE.
 CR1340'
 CR1340'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE
 CR1340'MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  IT IS STAMPED MYRTLE 2
 CR1340'1955 NO. 2 AND IS IN THE WEST RIGHT-OF-WAY FENCE LINE.
 CR1340'
 CR1340'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MYRTLE 1949 SET
 CR1340'IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.  IT IS IN
 CR1340'AN EAST-WEST FENCE LINE ABOUT 50 YARDS NORTHEAST OF THE HIGHWAY
 CR1340'AND A CONCRETE CULVERT FOR A ROAD ENTERING THE FIELD AND IS
 CR1340'ABOUT 100 YARDS SOUTHEAST OF A SURFACE TANK.
 CR1340'
 CR1340'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS NOS. 80
 CR1340'AND 64 AT THE EAST SIDE OF WILLS POINT.  GO SOUTHEAST ON
 CR1340'HIGHWAY NO. 64, 03.7 MILES TO THE STATION ON THE RIGHT.  TO
 CR1340'REACH THE AZIMUTH MARK, CONTINUE ON THE HIGHWAY 0.4 MILE
 CR1340'TO A CULVERT AND FIELD ROAD TO THE LEFT AND THE MARK 50 YARDS
 CR1340'TO THE LEFT AS DESCRIBED.
 CR1340
 CR1340                          STATION RECOVERY (1995)
 CR1340
 CR1340'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2210 ***********************************************************************
 AN2210  DESIGNATION -  MYSTERY
 AN2210  PID         -  AN2210
 AN2210  STATE/COUNTY-  TX/MATAGORDA
 AN2210  USGS QUAD   -  PALACIOS NE (1995)
 AN2210
 AN2210                         *CURRENT SURVEY CONTROL
 AN2210  ___________________________________________________________________
 AN2210* NAD 83(1993)-  28 37 32.64596(N)    096 06 08.01409(W)     ADJUSTED  
 AN2210* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2210  ___________________________________________________________________
 AN2210  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AN2210  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AN2210
 AN2210  HORZ ORDER  -  SECOND
 AN2210
 AN2210.The horizontal coordinates were established by classical geodetic methods
 AN2210.and adjusted by the National Geodetic Survey in February 1996..
 AN2210
 AN2210.The orthometric height was scaled from a topographic map.
 AN2210
 AN2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2210
 AN2210.The geoid height was determined by GEOID03.
 AN2210
 AN2210;                    North         East     Units Scale Factor Converg.
 AN2210;SPC TXSC     - 4,091,331.537   883,320.808   MT  0.99993925   +1 25 10.8
 AN2210;SPC TXSC     -13,422,976.88  2,898,028.35   sFT  0.99993925   +1 25 10.8
 AN2210;UTM  14      - 3,169,955.725   783,319.470   MT  1.00059074   +1 23 21.2
 AN2210
 AN2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2210!SPC TXSC     -   1.00000388  x   0.99993925  =   0.99994313
 AN2210!UTM  14      -   1.00000388  x   1.00059074  =   1.00059463
 AN2210
 AN2210|---------------------------------------------------------------------|
 AN2210| PID    Reference Object                     Distance      Geod. Az  |
 AN2210|                                                           dddmmss.s |
 AN2210| CV6595 MYSTERY RM 1                         21.610 METERS 06254     |
 AN2210| AN2208 DEVIL                               APPROX. 8.7 KM 0662518.6 |
 AN2210| CV6596 MYSTERY RM 2                         13.440 METERS 15029     |
 AN2210| CV6624 OLD MARK SSE                         35.850 METERS 18056     |
 AN2210| CV6623 OLD MARK 949 SSW                     38.740 METERS 21735     |
 AN2210|---------------------------------------------------------------------|
 AN2210
 AN2210                          SUPERSEDED SURVEY CONTROL
 AN2210
 AN2210  NAD 83(1986)-  28 37 32.65324(N)    096 06 07.99532(W) AD(       ) 2
 AN2210  NAD 27      -  28 37 31.67600(N)    096 06 07.11800(W) AD(       ) 2
 AN2210
 AN2210.Superseded values are not recommended for survey control.
 AN2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2210.See file dsdata.txt to determine how the superseded data were derived.
 AN2210
 AN2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS8331969956(NAD 83)
 AN2210_MARKER: DS = TRIANGULATION STATION DISK
 AN2210_SETTING: 0 = UNSPECIFIED SETTING
 AN2210
 AN2210  HISTORY     - Date     Condition        Report By
 AN2210  HISTORY     - 1934     MONUMENTED       CGS
 AN2210  HISTORY     - 1937     GOOD             TSI
 AN2210  HISTORY     - 1938     GOOD             WESGEO
 AN2210  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AN2210  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2210
 AN2210                          STATION DESCRIPTION
 AN2210
 AN2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2210'STATION IS LOCATED ON THE N SHORE OF MATAGORDA BAY, ABOUT 8
 AN2210'MILES WSW FROM MATAGORDA.  IT IS 20 METERS N FROM HIGH-WATER
 AN2210'LINE, ON A LOW RIDGE COVERED WITH MESQUITE AND CACTUS BUSHES,
 AN2210'AND 25 METERS E FROM A SMALL BAYOU AT THE END OF MUD ISLAND REEF.
 AN2210'
 AN2210'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 AN2210'IN CONCRETE.
 AN2210'
 AN2210'THE FOLLOWING MAGNETIC BEARING WAS TAKEN FROM THE STATION--
 AN2210'PALACIOS, WATER TANK, 298 DEG 30 MIN.
 AN2210'
 AN2210'HEIGHT OF LIGHT ABOVE STATION MARK - 6.1 METERS.
 AN2210
 AN2210                          STATION RECOVERY (1937)
 AN2210
 AN2210'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2210'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AN2210
 AN2210                          STATION RECOVERY (1938)
 AN2210
 AN2210'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2210'MONUMENT IN PLACE.  SOUTHWEST OF THE MONUMENT THERE IS A 3-FOOT
 AN2210'TILE SET IN CONCRETE AND AN IRON SPIKE SET IN CONCRETE AND
 AN2210'NUMBERED 949.  THESE TWO STATIONS ARE ABOUT FIFTEEN --- APART
 AN2210'AND BOTH ARE 120 FEET FROM STATION WHICH IS COMPLETELY HIDDEN
 AN2210'BY TALL BRUSH.
 AN2210
 AN2210                          STATION RECOVERY (1947)
 AN2210
 AN2210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2210'STATION AND REFERENCE MARKS HAVE BEEN DESTROYED BY DREDGING AND
 AN2210'EROSION OF THE INTRACOSTAL CANAL.
 AN2210
 AN2210                          STATION RECOVERY (1969)
 AN2210
 AN2210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2210'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 AN2210'MARKS COULD NOT BE FOUND.  SITE OF STATION AS PLOTTED ON USGS
 AN2210'7-1/2 MINUTE QUAD. SHEETS IS IN INTRACOASTAL WATERWAY.  CANAL
 AN2210'AT THIS POINT EVEN LARGER THAN SHOWN ON MAP.  ALL INDICATIONS
 AN2210'ARE THAT THE STATION IS LOST AS REPORTED BY R.A.G. IN 1947.
 AN2210'
 AN2210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AN2210'SOUTHEAST OF PALACIOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0604 ***********************************************************************
 DN0604  DESIGNATION -  N
 DN0604  PID         -  DN0604
 DN0604  STATE/COUNTY-  TX/WISE
 DN0604  USGS QUAD   -  RHOME (1972)
 DN0604
 DN0604                         *CURRENT SURVEY CONTROL
 DN0604  ___________________________________________________________________
 DN0604* NAD 83(1986)-  33 03 19.     (N)    097 28 16.     (W)     SCALED    
 DN0604* NAVD 88     -       286.049  (meters)     938.48   (feet)  ADJUSTED  
 DN0604  ___________________________________________________________________
 DN0604  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DN0604  DYNAMIC HT  -         285.711 (meters)     937.37  (feet)  COMP
 DN0604  MODELED GRAV-     979,450.0   (mgal)                       NAVD 88
 DN0604
 DN0604  VERT ORDER  -  FIRST     CLASS II
 DN0604
 DN0604.The horizontal coordinates were scaled from a topographic map and have
 DN0604.an estimated accuracy of +/- 6 seconds.
 DN0604
 DN0604.The orthometric height was determined by differential leveling
 DN0604.and adjusted by the National Geodetic Survey in June 1991..
 DN0604.WARNING-Repeat measurements at this control monument indicate possible
 DN0604.vertical movement.
 DN0604
 DN0604.The geoid height was determined by GEOID03.
 DN0604
 DN0604.The dynamic height is computed by dividing the NAVD 88
 DN0604.geopotential number by the normal gravity value computed on the
 DN0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0604.degrees latitude (g = 980.6199 gals.).
 DN0604
 DN0604.The modeled gravity was interpolated from observed gravity values.
 DN0604
 DN0604;                    North         East    Units  Estimated Accuracy
 DN0604;SPC TXNC     - 2,154,450.      696,080.      MT  (+/- 180 meters Scaled)
 DN0604
 DN0604                          SUPERSEDED SURVEY CONTROL
 DN0604
 DN0604  NGVD 29 (??/??/92)  285.985  (m)          938.27   (f) ADJ UNCH    1 2
 DN0604
 DN0604.Superseded values are not recommended for survey control.
 DN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0604.See file dsdata.txt to determine how the superseded data were derived.
 DN0604
 DN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB427584(NAD 83)
 DN0604_MARKER: Z = SEE DESCRIPTION
 DN0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0604+STABILITY: SURFACE MOTION
 DN0604
 DN0604  HISTORY     - Date     Condition        Report By
 DN0604  HISTORY     - UNK      MONUMENTED       CGS
 DN0604  HISTORY     - 1947     GOOD             NGS
 DN0604  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0604  HISTORY     - 19990827 MARK NOT FOUND   USPSQD
 DN0604
 DN0604                          STATION DESCRIPTION
 DN0604
 DN0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DN0604'IN RHOME.
 DN0604'AT RHOME, ON THE FT. WORTH AND DENVER CITY RAILROAD ABOUT 103 YARDS
 DN0604'NORTH OF THE STATION, 39.0 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 DN0604'OF THE MORRIS LUMBER COMPANY BUILDING, 16.3 FEET WEST OF AND ABOUT
 DN0604'LEVEL WITH THE CENTER LINE OF THE MAIN TRACK AND 1.0 FOOT SOUTH OF A 4
 DN0604'X 4 IN. MARKER POST.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A
 DN0604'STONE POST.
 DN0604
 DN0604                          STATION RECOVERY (1984)
 DN0604
 DN0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0604'MARK NOT FOUND.
 DN0604
 DN0604                          STATION RECOVERY (1999)
 DN0604
 DN0604'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0086 ***********************************************************************
 AH0086  DESIGNATION -  N 1
 AH0086  PID         -  AH0086
 AH0086  STATE/COUNTY-  TX/NUECES
 AH0086  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0086
 AH0086                         *CURRENT SURVEY CONTROL
 AH0086  ___________________________________________________________________
 AH0086* NAD 83(1986)-  27 48 50.     (N)    097 23 40.     (W)     SCALED    
 AH0086* NAVD 88     -         2.763  (meters)       9.06   (feet)  ADJUSTED  
 AH0086  ___________________________________________________________________
 AH0086  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0086  DYNAMIC HT  -           2.759 (meters)       9.05  (feet)  COMP
 AH0086  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 AH0086
 AH0086  VERT ORDER  -  FIRST     CLASS I
 AH0086
 AH0086.The horizontal coordinates were scaled from a topographic map and have
 AH0086.an estimated accuracy of +/- 6 seconds.
 AH0086
 AH0086.The orthometric height was determined by differential leveling
 AH0086.and adjusted by the National Geodetic Survey in December 1997..
 AH0086
 AH0086.The geoid height was determined by GEOID03.
 AH0086
 AH0086.The dynamic height is computed by dividing the NAVD 88
 AH0086.geopotential number by the normal gravity value computed on the
 AH0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0086.degrees latitude (g = 980.6199 gals.).
 AH0086
 AH0086.The modeled gravity was interpolated from observed gravity values.
 AH0086
 AH0086;                    North         East    Units  Estimated Accuracy
 AH0086;SPC TX S     - 5,238,380.      408,930.      MT  (+/- 180 meters Scaled)
 AH0086
 AH0086                          SUPERSEDED SURVEY CONTROL
 AH0086
 AH0086  NAVD 88 (06/15/91)    2.753  (m)            9.03   (f) UNKNOWN     1 1
 AH0086
 AH0086.Superseded values are not recommended for survey control.
 AH0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0086.See file dsdata.txt to determine how the superseded data were derived.
 AH0086
 AH0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR581776(NAD 83)
 AH0086_MARKER: DD = SURVEY DISK
 AH0086_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH0086_SP_SET: RETAINING WALL
 AH0086_STAMPING: N 1 1958
 AH0086_MARK LOGO: USE   
 AH0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0086+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2002
 AH0086
 AH0086  HISTORY     - Date     Condition        Report By
 AH0086  HISTORY     - 1958     MONUMENTED       DOD
 AH0086  HISTORY     - 1959     GOOD             NGS
 AH0086  HISTORY     - 1978     GOOD             NGS
 AH0086  HISTORY     - 1984     GOOD             USPSQD
 AH0086  HISTORY     - 19910709 GOOD             USPSQD
 AH0086  HISTORY     - 19970201 GOOD             NGS
 AH0086  HISTORY     - 20020221 GOOD             NGS
 AH0086
 AH0086                          STATION DESCRIPTION
 AH0086
 AH0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0086'IN CORPUS CHRISTI.
 AH0086'AT CORPUS CHRISTI, ON THE NORTH SIDE OF THE CORPUS CHRISTI SHIP
 AH0086'CHANNEL, AT THE NEW HIGH BRIDGE OVER THE CHANNEL, IN THE TOP OF THE
 AH0086'CONCRETE RETAINING WALL AROUND THE EAST PIER OF THE FIRST SET OF PIERS
 AH0086'NORTH OF THE CHANNEL, 27 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 AH0086'CONCRETE BASE OF THE PIER.
 AH0086
 AH0086                          STATION RECOVERY (1978)
 AH0086
 AH0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0086'RECOVERED IN GOOD CONDITION.
 AH0086
 AH0086                          STATION RECOVERY (1984)
 AH0086
 AH0086'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0086'RECOVERED IN GOOD CONDITION.
 AH0086
 AH0086                          STATION RECOVERY (1991)
 AH0086
 AH0086'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0086'RECOVERED IN GOOD CONDITION.
 AH0086
 AH0086                          STATION RECOVERY (1997)
 AH0086
 AH0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0086'IN CORPUS CHRISTI, AT THE U.S.  HIGHWAY 181 HIGH RISE BRIDGE SPANNING
 AH0086'THE CORPUS CHRISTI SHIP CHANNEL, AT THE SOUTH END OF SURFSIDE
 AH0086'BOULEVARD, IN TOP OF AND 8.2 M (26.9 FT) SOUTH OF THE NORTH END OF THE
 AH0086'EAST 1/2 OF A SEMI-CIRCLE SEAWALL AROUND THE EAST PILE CAP OF THE 1ST
 AH0086'PIER NORTH OF THE CHANNEL, 21.0 M (68.9 FT) EAST OF THE HIGHWAY
 AH0086'CENTER, 19.7 M (64.6 FT) WEST OF THE EXTENDED BOULEVARD CENTER, AND
 AH0086'1.3 M (4.3 FT) ABOVE THE LEVEL OF A SIDEWALK.
 AH0086
 AH0086                          STATION RECOVERY (2002)
 AH0086
 AH0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AH0086'THIS IS GRAVITY CALIBRATION STATION 'CORPUS CHRISTI N 1'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0577 ***********************************************************************
 AB0577  DESIGNATION -  N 10
 AB0577  PID         -  AB0577
 AB0577  STATE/COUNTY-  TX/CAMERON
 AB0577  USGS QUAD   -  HARLINGEN (1983)
 AB0577
 AB0577                         *CURRENT SURVEY CONTROL
 AB0577  ___________________________________________________________________
 AB0577* NAD 83(1986)-  26 14 54.     (N)    097 43 28.     (W)     SCALED    
 AB0577* NAVD 88     -        11.497  (meters)      37.72   (feet)  ADJUSTED  
 AB0577  ___________________________________________________________________
 AB0577  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AB0577  DYNAMIC HT  -          11.479 (meters)      37.66  (feet)  COMP
 AB0577  MODELED GRAV-     979,037.1   (mgal)                       NAVD 88
 AB0577
 AB0577  VERT ORDER  -  FIRST     CLASS II
 AB0577
 AB0577.The horizontal coordinates were scaled from a topographic map and have
 AB0577.an estimated accuracy of +/- 6 seconds.
 AB0577
 AB0577.The orthometric height was determined by differential leveling
 AB0577.and adjusted by the National Geodetic Survey in June 1991..
 AB0577
 AB0577.The geoid height was determined by GEOID03.
 AB0577
 AB0577.The dynamic height is computed by dividing the NAVD 88
 AB0577.geopotential number by the normal gravity value computed on the
 AB0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0577.degrees latitude (g = 980.6199 gals.).
 AB0577
 AB0577.The modeled gravity was interpolated from observed gravity values.
 AB0577
 AB0577;                    North         East    Units  Estimated Accuracy
 AB0577;SPC TX S     - 5,064,680.      377,480.      MT  (+/- 180 meters Scaled)
 AB0577
 AB0577                          SUPERSEDED SURVEY CONTROL
 AB0577
 AB0577  NGVD 29 (??/??/92)   11.593  (m)           38.03   (f) ADJ UNCH    1 2
 AB0577
 AB0577.Superseded values are not recommended for survey control.
 AB0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0577.See file dsdata.txt to determine how the superseded data were derived.
 AB0577
 AB0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ273038(NAD 83)
 AB0577_MARKER: DD = SURVEY DISK
 AB0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0577_SP_SET: CULVERT
 AB0577_STAMPING: N 10 37 59
 AB0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0577
 AB0577  HISTORY     - Date     Condition        Report By
 AB0577  HISTORY     - UNK      MONUMENTED
 AB0577  HISTORY     - 1942     GOOD             NGS
 AB0577  HISTORY     - 1951     GOOD             NGS
 AB0577
 AB0577                          STATION DESCRIPTION
 AB0577
 AB0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0577'0.6 MI E FROM COMBES.
 AB0577'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0577'ROAD AND GO 0.7 MILE TO A CONCRETE CULVERT AND SITE OF BENCH MARK.
 AB0577'BENCH MARK IS SET HORIZONTALLY IN CENTER OF THE TOP OF THE NORTH
 AB0577'HEADWALL OF THE CULVERT.  16 FEET NORTH OF AND ABOUT 1.5 FEET ABOVE
 AB0577'THE CENTERLINE OF THE ROAD.  A CAMERON COUNTY DISK, STAMPED N 10 37.59
 AB0577'AND SET IN A DRILL HOLE.
 AB0577
 AB0577                          STATION RECOVERY (1951)
 AB0577
 AB0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0564 ***********************************************************************
 BY0564  DESIGNATION -  N 100 RESET 1968
 BY0564  PID         -  BY0564
 BY0564  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0564  USGS QUAD   -  MC GEE BEND (1984)
 BY0564
 BY0564                         *CURRENT SURVEY CONTROL
 BY0564  ___________________________________________________________________
 BY0564* NAD 83(1986)-  31 07 07.     (N)    094 06 40.     (W)     SCALED    
 BY0564* NAVD 88     -        64.23   (+/-2cm)     210.7    (feet)  VERTCON   
 BY0564  ___________________________________________________________________
 BY0564  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BY0564
 BY0564  VERT ORDER  -  THIRD (See Below)
 BY0564
 BY0564.The horizontal coordinates were scaled from a topographic map and have
 BY0564.an estimated accuracy of +/- 6 seconds.
 BY0564
 BY0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0564.The vertical order pertains to the NGVD 29 superseded value.
 BY0564
 BY0564.The geoid height was determined by GEOID03.
 BY0564
 BY0564;                    North         East    Units  Estimated Accuracy
 BY0564;SPC TX C     - 3,177,550.    1,293,130.      MT  (+/- 180 meters Scaled)
 BY0564
 BY0564                          SUPERSEDED SURVEY CONTROL
 BY0564
 BY0564  NGVD 29 (01/29/03)   64.24   (m)          210.8    (f) RESET       3  
 BY0564
 BY0564.Superseded values are not recommended for survey control.
 BY0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0564.See file dsdata.txt to determine how the superseded data were derived.
 BY0564
 BY0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ940432(NAD 83)
 BY0564_MARKER: DB = BENCH MARK DISK
 BY0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0564_STAMPING: N 100 RESET 1968
 BY0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0564+STABILITY: SURFACE MOTION
 BY0564
 BY0564  HISTORY     - Date     Condition        Report By
 BY0564  HISTORY     - 1968     MONUMENTED       CGS
 BY0564
 BY0564                          STATION DESCRIPTION
 BY0564
 BY0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BY0564'30.85 MI SW FROM SAN AUGUSTINE.
 BY0564'ABOUT 1.5 MILES SOUTH ALONG U. S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BY0564'HIGHWAY 96 AND STATE HIGHWAY 21 IN SAN AUGUSTINE, THENCE 6.85 MILES
 BY0564'SOUTHWEST ALONG STATE HIGHWAY 147, THENCE 10.25 MILES SOUTH ALONG F.
 BY0564'M. HIGHWAY 705 TO JUNCTION OF F.M. ROAD 83.  CONTINUE SOUTH ON F.M.
 BY0564'HIGHWAY 705 FOR 10.9 MILES TO F.M. HIGHWAY 3127, THENCE 1.0 MILE
 BY0564'WESTERLY ALONG F.M. HIGHWAY 3127 TO A CROSS ROAD, THENCE 0.35 MILE
 BY0564'SOUTH ALONG ROAD TO SITE OF BENCH MARK, 51 FEET WEST OF CENTER LINE OF
 BY0564'ROAD, 175 FEET SOUTH OF THE FOURTH POWER LINE POLE WHICH IS SOUTH OF
 BY0564'THE CROSSROADS, 1 FOOT WEST OF A METAL WITNESS POST AND AT TEXAS
 BY0564'HIGHWAY DEPARTMENT STATION 17 + 48.  A STANDARD C AND GS BENCH MARK
 BY0564'DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BY0564'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0960 ***********************************************************************
 AY0960  DESIGNATION -  N 1000
 AY0960  PID         -  AY0960
 AY0960  STATE/COUNTY-  TX/BEXAR
 AY0960  USGS QUAD   -  HELOTES (1992)
 AY0960
 AY0960                         *CURRENT SURVEY CONTROL
 AY0960  ___________________________________________________________________
 AY0960* NAD 83(1986)-  29 33 27.     (N)    098 39 19.     (W)     SCALED    
 AY0960* NAVD 88     -       280.037  (meters)     918.75   (feet)  POSTED    
 AY0960  ___________________________________________________________________
 AY0960  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AY0960  DYNAMIC HT  -         279.630 (meters)     917.42  (feet)  COMP
 AY0960  MODELED GRAV-     979,169.2   (mgal)                       NAVD 88
 AY0960
 AY0960  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0960
 AY0960.The horizontal coordinates were scaled from a topographic map and have
 AY0960.an estimated accuracy of +/- 6 seconds.
 AY0960
 AY0960.The orthometric height was determined by differential leveling
 AY0960.and adjusted by the National Geodetic Survey in 1992..
 AY0960.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0960.rate of 0.0 thru 1.0 mm/km.
 AY0960
 AY0960.The geoid height was determined by GEOID03.
 AY0960
 AY0960.The dynamic height is computed by dividing the NAVD 88
 AY0960.geopotential number by the normal gravity value computed on the
 AY0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0960.degrees latitude (g = 980.6199 gals.).
 AY0960
 AY0960.The modeled gravity was interpolated from observed gravity values.
 AY0960
 AY0960;                    North         East    Units  Estimated Accuracy
 AY0960;SPC TXSC     - 4,191,130.      633,400.      MT  (+/- 180 meters Scaled)
 AY0960
 AY0960                          SUPERSEDED SURVEY CONTROL
 AY0960
 AY0960  NGVD 29 (??/??/92)  279.915  (m)          918.35   (f) ADJ UNCH    1 2
 AY0960
 AY0960.Superseded values are not recommended for survey control.
 AY0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0960.See file dsdata.txt to determine how the superseded data were derived.
 AY0960
 AY0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT333698(NAD 83)
 AY0960_MARKER: DB = BENCH MARK DISK
 AY0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0960_STAMPING: N 1000 1953
 AY0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0960+STABILITY: SURFACE MOTION
 AY0960
 AY0960  HISTORY     - Date     Condition        Report By
 AY0960  HISTORY     - 1953     MONUMENTED       CGS
 AY0960  HISTORY     - 1970     GOOD             NGS
 AY0960  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY0960
 AY0960                          STATION DESCRIPTION
 AY0960
 AY0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0960'6.5 MI NW FROM SAN ANTONIO.
 AY0960'ABOUT 5.5 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 AY0960'WITH INTERSTATE 410 IN THE NORTHWEST PART OF SAN ANTONIO, THENCE 1.0
 AY0960'MILE NORTH ALONG HAUSMAN ROAD TO SITE OF BENCH MARK, 33 FEET EAST OF
 AY0960'THE CENTER LINE OF ROAD, 45 FEET SOUTH OF A FENCE CORNER, 7 FEET EAST
 AY0960'OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST. A
 AY0960'C AND GS BENCH MARK DISK, SET IN A ROUND CONCRETE POST WHICH PROJECTS
 AY0960'3 INCHES ABOVE THE SURFACE OF GROUND.
 AY0960
 AY0960                          STATION RECOVERY (1995)
 AY0960
 AY0960'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0107 ***********************************************************************
 AY0107  DESIGNATION -  N 1001
 AY0107  PID         -  AY0107
 AY0107  STATE/COUNTY-  TX/BEXAR
 AY0107  USGS QUAD   -  LONGHORN (1992)
 AY0107
 AY0107                         *CURRENT SURVEY CONTROL
 AY0107  ___________________________________________________________________
 AY0107* NAD 83(1986)-  29 35 10.     (N)    098 27 06.     (W)     SCALED    
 AY0107* NAVD 88     -       264.439  (meters)     867.58   (feet)  POSTED    
 AY0107  ___________________________________________________________________
 AY0107  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0107  DYNAMIC HT  -         264.050 (meters)     866.30  (feet)  COMP
 AY0107  MODELED GRAV-     979,180.8   (mgal)                       NAVD 88
 AY0107
 AY0107  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0107
 AY0107.The horizontal coordinates were scaled from a topographic map and have
 AY0107.an estimated accuracy of +/- 6 seconds.
 AY0107
 AY0107.The orthometric height was determined by differential leveling
 AY0107.and adjusted by the National Geodetic Survey in 1992..
 AY0107.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0107.rate of 0.0 thru 1.0 mm/km.
 AY0107
 AY0107.The geoid height was determined by GEOID03.
 AY0107
 AY0107.The dynamic height is computed by dividing the NAVD 88
 AY0107.geopotential number by the normal gravity value computed on the
 AY0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0107.degrees latitude (g = 980.6199 gals.).
 AY0107
 AY0107.The modeled gravity was interpolated from observed gravity values.
 AY0107
 AY0107;                    North         East    Units  Estimated Accuracy
 AY0107;SPC TXSC     - 4,194,380.      653,120.      MT  (+/- 180 meters Scaled)
 AY0107
 AY0107                          SUPERSEDED SURVEY CONTROL
 AY0107
 AY0107  NGVD 29 (??/??/92)  264.315  (m)          867.17   (f) ADJ UNCH    1 2
 AY0107
 AY0107.Superseded values are not recommended for survey control.
 AY0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0107.See file dsdata.txt to determine how the superseded data were derived.
 AY0107
 AY0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT531730(NAD 83)
 AY0107_MARKER: DB = BENCH MARK DISK
 AY0107_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AY0107_SP_SET: UNSP. ROCK
 AY0107_STAMPING: N 1001 1953
 AY0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0107
 AY0107  HISTORY     - Date     Condition        Report By
 AY0107  HISTORY     - 1953     MONUMENTED       CGS
 AY0107  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0107  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0107  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0107
 AY0107                          STATION DESCRIPTION
 AY0107
 AY0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0107'2.5 MI NW FROM WETMORE.
 AY0107'1.6 MILES NORTHWEST ALONG LOCK HILL SELMA ROAD FROM THE CROSSING OF
 AY0107'THE INTERNATIONAL AND GREAT NORTHERN RAILROAD AT WETMORE, THENCE 0.9
 AY0107'MILE NORTHWEST ALONG HEIMER ROAD, AT A POINT WHERE THE ROAD TURNS
 AY0107'SOUTHWEST, 95 FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING
 AY0107'SOUTHWEST, 27 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A ROAD
 AY0107'LEADING SOUTHEAST, 70 FEET NORTHWEST OF A FENCE, 9.5 FEET WEST OF A
 AY0107'TRIANGULAR BLAZED 12 INCH OAK TREE, 0.3 FOOT ABOVE THE GROUND, SET IN
 AY0107'THE TOP OF A LARGE ROCK.
 AY0107
 AY0107                          STATION RECOVERY (1987)
 AY0107
 AY0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0107'MARK NOT FOUND.
 AY0107
 AY0107                          STATION RECOVERY (1990)
 AY0107
 AY0107'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0107'MARK NOT FOUND.
 AY0107
 AY0107                          STATION RECOVERY (1999)
 AY0107
 AY0107'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0370 ***********************************************************************
 AY0370  DESIGNATION -  N 1002
 AY0370  PID         -  AY0370
 AY0370  STATE/COUNTY-  TX/BEXAR
 AY0370  USGS QUAD   -  SOUTHTON (1992)
 AY0370
 AY0370                         *CURRENT SURVEY CONTROL
 AY0370  ___________________________________________________________________
 AY0370* NAD 83(1986)-  29 18 09.     (N)    098 22 48.     (W)     SCALED    
 AY0370* NAVD 88     -       176.929  (meters)     580.47   (feet)  POSTED    
 AY0370  ___________________________________________________________________
 AY0370  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY0370  DYNAMIC HT  -         176.670 (meters)     579.62  (feet)  COMP
 AY0370  MODELED GRAV-     979,195.2   (mgal)                       NAVD 88
 AY0370
 AY0370  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AY0370
 AY0370.The horizontal coordinates were scaled from a topographic map and have
 AY0370.an estimated accuracy of +/- 6 seconds.
 AY0370
 AY0370.The orthometric height was determined by differential leveling
 AY0370.and adjusted by the National Geodetic Survey in 1992..
 AY0370.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AY0370.rate greater than 8.0 mm/km.
 AY0370
 AY0370.The geoid height was determined by GEOID03.
 AY0370
 AY0370.The dynamic height is computed by dividing the NAVD 88
 AY0370.geopotential number by the normal gravity value computed on the
 AY0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0370.degrees latitude (g = 980.6199 gals.).
 AY0370
 AY0370.The modeled gravity was interpolated from observed gravity values.
 AY0370
 AY0370;                    North         East    Units  Estimated Accuracy
 AY0370;SPC TXSC     - 4,162,980.      660,230.      MT  (+/- 180 meters Scaled)
 AY0370
 AY0370                          SUPERSEDED SURVEY CONTROL
 AY0370
 AY0370  NGVD 29 (??/??/92)  176.812  (m)          580.09   (f) ADJ UNCH    1 2
 AY0370
 AY0370.Superseded values are not recommended for survey control.
 AY0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0370.See file dsdata.txt to determine how the superseded data were derived.
 AY0370
 AY0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT602416(NAD 83)
 AY0370_MARKER: DB = BENCH MARK DISK
 AY0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0370_SP_SET: CULVERT
 AY0370_STAMPING: N 1002 1953
 AY0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0370
 AY0370  HISTORY     - Date     Condition        Report By
 AY0370  HISTORY     - 1953     MONUMENTED       CGS
 AY0370  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 AY0370  HISTORY     - 19861126 MARK NOT FOUND   USGS
 AY0370  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0370
 AY0370                          STATION DESCRIPTION
 AY0370
 AY0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0370'6.3 MI SE FROM SAN ANTONIO.
 AY0370'6.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS JUNCTION WITH LOOP
 AY0370'13 (MILITARY DRIVE) AT SAN ANTONIO, AT A JUNCTION WITH DONOP ROAD, 103
 AY0370'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTHEAST OF
 AY0370'THE CENTER LINE OF DONOP ROAD, SET IN THE TOP OF THE CENTER OF THE
 AY0370'SOUTHEAST CONCRETE HEADWALL OF AN 18 INCH PIPE CULVERT UNDER DONOP
 AY0370'ROAD.  NOTE-- CULVERT GONE US 181 HAS BEEN WIDENED.
 AY0370
 AY0370                          STATION RECOVERY (1976)
 AY0370
 AY0370'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 AY0370'MARK NOT FOUND.
 AY0370
 AY0370                          STATION RECOVERY (1986)
 AY0370
 AY0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0370'MARK NOT FOUND.
 AY0370
 AY0370                          STATION RECOVERY (1995)
 AY0370
 AY0370'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1070 ***********************************************************************
 AY1070  DESIGNATION -  N 1003
 AY1070  PID         -  AY1070
 AY1070  STATE/COUNTY-  TX/KENDALL
 AY1070  USGS QUAD   -  BOERNE (1982)
 AY1070
 AY1070                         *CURRENT SURVEY CONTROL
 AY1070  ___________________________________________________________________
 AY1070* NAD 83(1986)-  29 47 15.     (N)    098 41 52.     (W)     SCALED    
 AY1070* NAVD 88     -       426.861  (meters)    1400.46   (feet)  ADJUSTED  
 AY1070  ___________________________________________________________________
 AY1070  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AY1070  DYNAMIC HT  -         426.240 (meters)    1398.42  (feet)  COMP
 AY1070  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AY1070
 AY1070  VERT ORDER  -  SECOND    CLASS 0
 AY1070
 AY1070.The horizontal coordinates were scaled from a topographic map and have
 AY1070.an estimated accuracy of +/- 6 seconds.
 AY1070
 AY1070.The orthometric height was determined by differential leveling
 AY1070.and adjusted by the National Geodetic Survey in June 1991..
 AY1070
 AY1070.The geoid height was determined by GEOID03.
 AY1070
 AY1070.The dynamic height is computed by dividing the NAVD 88
 AY1070.geopotential number by the normal gravity value computed on the
 AY1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1070.degrees latitude (g = 980.6199 gals.).
 AY1070
 AY1070.The modeled gravity was interpolated from observed gravity values.
 AY1070
 AY1070;                    North         East    Units  Estimated Accuracy
 AY1070;SPC TXSC     - 4,216,610.      629,220.      MT  (+/- 180 meters Scaled)
 AY1070
 AY1070                          SUPERSEDED SURVEY CONTROL
 AY1070
 AY1070  NGVD 29 (??/??/92)  426.760  (m)         1400.13   (f) ADJ UNCH    2 0
 AY1070
 AY1070.Superseded values are not recommended for survey control.
 AY1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1070.See file dsdata.txt to determine how the superseded data were derived.
 AY1070
 AY1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT292952(NAD 83)
 AY1070_MARKER: DB = BENCH MARK DISK
 AY1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1070_STAMPING: N 1003 1953
 AY1070_MARK LOGO: CGS   
 AY1070_PROJECTION: FLUSH
 AY1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1070+STABILITY: SURFACE MOTION
 AY1070
 AY1070  HISTORY     - Date     Condition        Report By
 AY1070  HISTORY     - 1953     MONUMENTED       CGS
 AY1070  HISTORY     - 1964     GOOD             USGS
 AY1070  HISTORY     - 1982     GOOD             NGS
 AY1070  HISTORY     - 1988     GOOD             USPSQD
 AY1070  HISTORY     - 1990     GOOD             USPSQD
 AY1070  HISTORY     - 19940302 GOOD             USPSQD
 AY1070
 AY1070                          STATION DESCRIPTION
 AY1070
 AY1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1070'2.0 MI E FROM BOERNE.
 AY1070'2.0 MILES EAST ALONG ST HWY NO. 46 FROM ITS JUNCTION WITH U.S. HIGHWAY
 AY1070'87 AT BOERNE, 50 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 47
 AY1070'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH, 1.6
 AY1070'FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 AY1070'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1070
 AY1070                          STATION RECOVERY (1964)
 AY1070
 AY1070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1070'RECOVERED IN GOOD CONDITION.
 AY1070
 AY1070                          STATION RECOVERY (1982)
 AY1070
 AY1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1070'NOTE, NEW DESCRIPTION, 3.4 KM (2.15 MI) EAST ALONG STATE HIGHWAY 46
 AY1070'EAST FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 46 IN BOERNE AT A
 AY1070'PRIVATE DRIVEWAY LEADING NORTH NORTHEAST TO THE J. RITTIMANNS
 AY1070'RESIDENCE, 14.9 METERS (49.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY
 AY1070'46, 14.3 METERS (47.0 FT) WEST OF THE CENTER OF THE DRIVEWAY LEADING
 AY1070'NORTH NORTHEAST, 20.4 METERS (67.0 FT) EAST OF A TELEPHONE POLE WITH A
 AY1070'GUY WIRE TO THE SOUTH, AND 1.9 METERS (6.5 FT) WEST SOUTHWEST OF A
 AY1070'METAL POST WITH AN UNDERGROUND CABLE WARNING SIGN.
 AY1070'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 AY1070'THE MARK IS 1.0 M BELOW HIGHWAY 46.
 AY1070
 AY1070                          STATION RECOVERY (1988)
 AY1070
 AY1070'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY1070'RECOVERED IN GOOD CONDITION.
 AY1070
 AY1070                          STATION RECOVERY (1990)
 AY1070
 AY1070'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1070'RECOVERED IN GOOD CONDITION.
 AY1070
 AY1070                          STATION RECOVERY (1994)
 AY1070
 AY1070'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1071 ***********************************************************************
 AY1071  DESIGNATION -  N 1004
 AY1071  PID         -  AY1071
 AY1071  STATE/COUNTY-  TX/KENDALL
 AY1071  USGS QUAD   -  BOERNE (1982)
 AY1071
 AY1071                         *CURRENT SURVEY CONTROL
 AY1071  ___________________________________________________________________
 AY1071* NAD 83(1986)-  29 47 22.     (N)    098 43 45.     (W)     SCALED    
 AY1071* NAVD 88     -       425.336  (meters)    1395.46   (feet)  ADJUSTED  
 AY1071  ___________________________________________________________________
 AY1071  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AY1071  DYNAMIC HT  -         424.719 (meters)    1393.43  (feet)  COMP
 AY1071  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AY1071
 AY1071  VERT ORDER  -  FIRST     CLASS II
 AY1071
 AY1071.The horizontal coordinates were scaled from a topographic map and have
 AY1071.an estimated accuracy of +/- 6 seconds.
 AY1071
 AY1071.The orthometric height was determined by differential leveling
 AY1071.and adjusted by the National Geodetic Survey in June 1991..
 AY1071
 AY1071.The geoid height was determined by GEOID03.
 AY1071
 AY1071.The dynamic height is computed by dividing the NAVD 88
 AY1071.geopotential number by the normal gravity value computed on the
 AY1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1071.degrees latitude (g = 980.6199 gals.).
 AY1071
 AY1071.The modeled gravity was interpolated from observed gravity values.
 AY1071
 AY1071;                    North         East    Units  Estimated Accuracy
 AY1071;SPC TXSC     - 4,216,820.      626,180.      MT  (+/- 180 meters Scaled)
 AY1071
 AY1071                          SUPERSEDED SURVEY CONTROL
 AY1071
 AY1071.No superseded survey control is available for this station.
 AY1071
 AY1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT261954(NAD 83)
 AY1071_MARKER: DB = BENCH MARK DISK
 AY1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1071_SP_SET: BRIDGE ABUTMENT
 AY1071_STAMPING: N 1004 1953
 AY1071_MARK LOGO: CGS   
 AY1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1071
 AY1071  HISTORY     - Date     Condition        Report By
 AY1071  HISTORY     - 1953     MONUMENTED       CGS
 AY1071  HISTORY     - 1964     GOOD             USGS
 AY1071  HISTORY     - 1982     GOOD             NGS
 AY1071  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1071  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY1071
 AY1071                          STATION DESCRIPTION
 AY1071
 AY1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1071'IN BOERNE.
 AY1071'AT BOERNE, AT THE JUNCTION OF ST. HWY. NO. 46 AND U.S. HIGHWAY 87, 36
 AY1071'FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 25 FEET EAST OF THE
 AY1071'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 AY1071'NORTH ABUTMENT OF A BRIDGE OVER CIDOLO CREEK.
 AY1071
 AY1071                          STATION RECOVERY (1964)
 AY1071
 AY1071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1071'RECOVERED IN GOOD CONDITION.
 AY1071
 AY1071                          STATION RECOVERY (1982)
 AY1071
 AY1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1071'AT THE JUNCTION OF STATE HIGHWAY 46 EAST AND BUSINESS U.S. HIGHWAY 87
 AY1071'IN BOERNE, AND IS SET IN TOP OF THE EAST END OF THE NORTH ABUTMENT OF
 AY1071'THE HIGHWAY BRIDGE OVER CIBOLO CREEK, NOTE, THIS MARK WILL BE
 AY1071'DESTROYED WHEN ADDITIONAL CONSTRUCTION IS DONE TO THE BRIDGE,
 AY1071'7.6 METERS (25.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 87, AND
 AY1071'10.9 METERS (36.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 46
 AY1071'EAST.
 AY1071'THE MARK IS 0.3 M ABOVE HIGHWAY 87.
 AY1071
 AY1071                          STATION RECOVERY (1990)
 AY1071
 AY1071'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1071'MARK NOT FOUND.
 AY1071
 AY1071                          STATION RECOVERY (1994)
 AY1071
 AY1071'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3634 ***********************************************************************
 AW3634  DESIGNATION -  N 1006
 AW3634  PID         -  AW3634
 AW3634  STATE/COUNTY-  TX/HARRIS
 AW3634  USGS QUAD   -  PASADENA (1995)
 AW3634
 AW3634                         *CURRENT SURVEY CONTROL
 AW3634  ___________________________________________________________________
 AW3634* NAD 83(1986)-  29 44 30.     (N)    095 12 23.     (W)     SCALED    
 AW3634* NAVD 88     -         2.87   (+/-2cm)       9.4    (feet)  VERTCON   
 AW3634  ___________________________________________________________________
 AW3634  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3634
 AW3634  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3634
 AW3634.The horizontal coordinates were scaled from a topographic map and have
 AW3634.an estimated accuracy of +/- 6 seconds.
 AW3634
 AW3634.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3634.The vertical order pertains to the NGVD 29 superseded value.
 AW3634
 AW3634.The geoid height was determined by GEOID03.
 AW3634
 AW3634;                    North         East    Units  Estimated Accuracy
 AW3634;SPC TXSC     - 4,217,450.      966,870.      MT  (+/- 180 meters Scaled)
 AW3634
 AW3634                          SUPERSEDED SURVEY CONTROL
 AW3634
 AW3634  NGVD 29 (??/??/92)    2.868  (m)            9.41   (f) ADJ UNCH    1 2
 AW3634
 AW3634.Superseded values are not recommended for survey control.
 AW3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3634.See file dsdata.txt to determine how the superseded data were derived.
 AW3634
 AW3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN866921(NAD 83)
 AW3634_MARKER: DB = BENCH MARK DISK
 AW3634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3634_SP_SET: VALVE BOX
 AW3634_STAMPING: N 1006 1953
 AW3634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3634
 AW3634  HISTORY     - Date     Condition        Report By
 AW3634  HISTORY     - 1953     MONUMENTED       CGS
 AW3634  HISTORY     - 1959     GOOD             NGS
 AW3634  HISTORY     - 1964     GOOD             NGS
 AW3634  HISTORY     - 1987     GOOD             USPSQD
 AW3634  HISTORY     - 1989     GOOD             USPSQD
 AW3634
 AW3634                          STATION DESCRIPTION
 AW3634
 AW3634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3634'1.3 MI NE FROM PASADENA.
 AW3634'ABOUT 1.3 MILES NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3634'NORTH ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE PROPERTY OF
 AW3634'THE WARREN PETROLEUM COMPANY, IN THE TOP OF THE SOUTHWEST CORNER OF A
 AW3634'8 X 20-FOOT CONCRETE VALVE BOX, ABOUT 0.15 MILE SOUTH OF THE SOUTHWEST
 AW3634'GUARD GATE, 205 FEET SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD
 AW3634'LEADING INTO THE PLANT, AT THE WEST END OF A DOCK, 270 FEET NORTH OF
 AW3634'THE NORTH BANK OF HUNTING BAYOU, AND ABOUT 2 FEET ABOVE THE GROUND.
 AW3634
 AW3634                          STATION RECOVERY (1964)
 AW3634
 AW3634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3634'RECOVERED IN GOOD CONDITION.
 AW3634
 AW3634                          STATION RECOVERY (1987)
 AW3634
 AW3634'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW3634'RECOVERED IN GOOD CONDITION.
 AW3634
 AW3634                          STATION RECOVERY (1989)
 AW3634
 AW3634'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW3634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3395 ***********************************************************************
 AW3395  DESIGNATION -  N 1007
 AW3395  PID         -  AW3395
 AW3395  STATE/COUNTY-  TX/HARRIS
 AW3395  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3395
 AW3395                         *CURRENT SURVEY CONTROL
 AW3395  ___________________________________________________________________
 AW3395* NAD 83(1986)-  29 51 57.     (N)    095 29 28.     (W)     SCALED    
 AW3395* NAVD 88     -        27.33   (+/-2cm)      89.7    (feet)  VERTCON   
 AW3395  ___________________________________________________________________
 AW3395  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW3395
 AW3395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3395
 AW3395.The horizontal coordinates were scaled from a topographic map and have
 AW3395.an estimated accuracy of +/- 6 seconds.
 AW3395
 AW3395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3395.The vertical order pertains to the NGVD 29 superseded value.
 AW3395
 AW3395.The geoid height was determined by GEOID03.
 AW3395
 AW3395;                    North         East    Units  Estimated Accuracy
 AW3395;SPC TXSC     - 4,230,340.      938,930.      MT  (+/- 180 meters Scaled)
 AW3395
 AW3395                          SUPERSEDED SURVEY CONTROL
 AW3395
 AW3395  NGVD 29 (??/??/92)   27.324  (m)           89.65   (f) ADJ UNCH    2 0
 AW3395
 AW3395.Superseded values are not recommended for survey control.
 AW3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3395.See file dsdata.txt to determine how the superseded data were derived.
 AW3395
 AW3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP593065(NAD 83)
 AW3395_MARKER: DB = BENCH MARK DISK
 AW3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3395_STAMPING: N 1007 1954
 AW3395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3395+STABILITY: SURFACE MOTION
 AW3395
 AW3395  HISTORY     - Date     Condition        Report By
 AW3395  HISTORY     - 1954     MONUMENTED       CGS
 AW3395  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3395
 AW3395                          STATION DESCRIPTION
 AW3395
 AW3395'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW3395'3.4 MI NE FROM FAIRBANKS.
 AW3395'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW3395'FAIRBANKS, THENCE 0.4 MILE NORTHEAST ALONG THOMAS AVENUE, THENCE, 0.7
 AW3395'MILE NORTH ALONG LITTLE YORK ROAD, THENCE 1.95 MILES EAST ALONG LITTLE
 AW3395'YORK ROAD, ON THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 AW3395'NORTH, 50 FEET SOUTH OF THE CENTER LINE OF LITTLE YORK ROAD, 30 FEET
 AW3395'EAST OF A FENCE LEADING SOUTH, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF
 AW3395'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 AW3395'FOOT ABOVE THE GROUND.
 AW3395
 AW3395                          STATION RECOVERY (1973)
 AW3395
 AW3395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2188 ***********************************************************************
 AW2188  DESIGNATION -  N 1008
 AW2188  PID         -  AW2188
 AW2188  STATE/COUNTY-  TX/WALLER
 AW2188  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2188
 AW2188                         *CURRENT SURVEY CONTROL
 AW2188  ___________________________________________________________________
 AW2188* NAD 83(1986)-  29 53 19.     (N)    095 55 56.     (W)     SCALED    
 AW2188* NAVD 88     -        56.33   (+/-2cm)     184.8    (feet)  VERTCON   
 AW2188  ___________________________________________________________________
 AW2188  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2188
 AW2188  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2188
 AW2188.The horizontal coordinates were scaled from a topographic map and have
 AW2188.an estimated accuracy of +/- 6 seconds.
 AW2188
 AW2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2188.The vertical order pertains to the NGVD 29 superseded value.
 AW2188
 AW2188.The geoid height was determined by GEOID03.
 AW2188
 AW2188;                    North         East    Units  Estimated Accuracy
 AW2188;SPC TXSC     - 4,231,670.      896,270.      MT  (+/- 180 meters Scaled)
 AW2188
 AW2188                          SUPERSEDED SURVEY CONTROL
 AW2188
 AW2188  NGVD 29 (04/06/79)   56.310  (m)          184.74   (f) ADJUSTED    1 2
 AW2188
 AW2188.Superseded values are not recommended for survey control.
 AW2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2188.See file dsdata.txt to determine how the superseded data were derived.
 AW2188
 AW2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP168100(NAD 83)
 AW2188_MARKER: DD = SURVEY DISK
 AW2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2188_STAMPING: N 1008 1954
 AW2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2188+STABILITY: SURFACE MOTION
 AW2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2188+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2188
 AW2188  HISTORY     - Date     Condition        Report By
 AW2188  HISTORY     - 1954     MONUMENTED       CGS
 AW2188  HISTORY     - 1978     GOOD             NGS
 AW2188  HISTORY     - 20041014 GOOD             USPSQD
 AW2188
 AW2188                          STATION DESCRIPTION
 AW2188
 AW2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2188'13.95 MI NW FROM KATY.
 AW2188'6.45 MILES NORTH ALONG THE KATY AND HOCKLEY ROAD FROM THE MISSOURI,
 AW2188'KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, THENCE 2.0 MILES
 AW2188'WEST ALONG FREEMAN ROAD, THENCE 2.0 MILES WEST ALONG A GRADED DIRT
 AW2188'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 AW2188'WEST ALONG A GRAVELED ROAD, THENCE 1.5 MILES WEST ALONG A TRACK ROAD,
 AW2188'49 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 19 FEET
 AW2188'EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 22 FEET NORTH
 AW2188'OF AN EAST AND WEST FENCE, 2 FEET WEST OF A FENCE LEADING NORTH, 2
 AW2188'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW2188'PROJECTS 0.3 FOOT ABOVE THE GROUND, 0.9 MILE EAST OF BENCH MARK 460
 AW2188'(U.S.E.).
 AW2188
 AW2188                          STATION RECOVERY (1978)
 AW2188
 AW2188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2188'RECOVERED IN GOOD CONDITION.
 AW2188
 AW2188                          STATION RECOVERY (2004)
 AW2188
 AW2188'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2188'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1615 ***********************************************************************
 BL1615  DESIGNATION -  N 1009
 BL1615  PID         -  BL1615
 BL1615  STATE/COUNTY-  TX/HARRIS
 BL1615  USGS QUAD   -  HOCKLEY (1980)
 BL1615
 BL1615                         *CURRENT SURVEY CONTROL
 BL1615  ___________________________________________________________________
 BL1615* NAD 83(1986)-  30 01 19.     (N)    095 49 55.     (W)     SCALED    
 BL1615* NAVD 88     -        65.526  (meters)     214.98   (feet)  ADJUSTED  
 BL1615  ___________________________________________________________________
 BL1615  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1615  DYNAMIC HT  -          65.437 (meters)     214.69  (feet)  COMP
 BL1615  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 BL1615
 BL1615  VERT ORDER  -  FIRST     CLASS II
 BL1615
 BL1615.The horizontal coordinates were scaled from a topographic map and have
 BL1615.an estimated accuracy of +/- 6 seconds.
 BL1615
 BL1615.The orthometric height was determined by differential leveling
 BL1615.and adjusted by the National Geodetic Survey in June 1991..
 BL1615
 BL1615.The geoid height was determined by GEOID03.
 BL1615
 BL1615.The dynamic height is computed by dividing the NAVD 88
 BL1615.geopotential number by the normal gravity value computed on the
 BL1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1615.degrees latitude (g = 980.6199 gals.).
 BL1615
 BL1615.The modeled gravity was interpolated from observed gravity values.
 BL1615
 BL1615;                    North         East    Units  Estimated Accuracy
 BL1615;SPC TXSC     - 4,246,700.      905,550.      MT  (+/- 180 meters Scaled)
 BL1615
 BL1615                          SUPERSEDED SURVEY CONTROL
 BL1615
 BL1615  NGVD 29 (12/23/87)   65.519  (m)          214.96   (f) ADJUSTED    1 2
 BL1615
 BL1615.Superseded values are not recommended for survey control.
 BL1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1615.See file dsdata.txt to determine how the superseded data were derived.
 BL1615
 BL1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP268245(NAD 83)
 BL1615_MARKER: DB = BENCH MARK DISK
 BL1615_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1615_SP_SET: HEADWALL
 BL1615_STAMPING: N 1009 1954
 BL1615_MARK LOGO: CGS   
 BL1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1615+STABILITY: SURFACE MOTION
 BL1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1615+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 BL1615
 BL1615  HISTORY     - Date     Condition        Report By
 BL1615  HISTORY     - 1954     MONUMENTED       CGS
 BL1615  HISTORY     - 1973     GOOD             NGS
 BL1615  HISTORY     - 1978     GOOD             NGS
 BL1615  HISTORY     - 1986     GOOD             NGS
 BL1615  HISTORY     - 1987     GOOD             USPSQD
 BL1615  HISTORY     - 19940326 GOOD             USPSQD
 BL1615  HISTORY     - 20060409 GOOD             GEOCAC
 BL1615
 BL1615                          STATION DESCRIPTION
 BL1615
 BL1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1615'0.9 MI SE FROM HOCKLEY.
 BL1615'ABOUT 0.9 MILE SOUTHEAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF US
 BL1615'HIGHWAY 290 AND HEGAR RD., AT THE BADTKE RD. CROSSING, SET IN THE TOP
 BL1615'EAST END OF THE NORTH CONCRETE HEADWALL TO A 2-CHANNEL BOX CULVERT
 BL1615'UNDER THE RAILROAD, 68.2 FEET SOUTH OF THE CENTER LINE OF US HIGHWAY
 BL1615'290, 36 FEET EAST OF THE CENTER LINE OF BADTKE RD., 9.5 FEET NORTH OF
 BL1615'THE NORTH RAIL, 1 FOOT WEST OF THE EAST END OF THE NORTH HEADWALL, AND
 BL1615'ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS.
 BL1615
 BL1615                          STATION RECOVERY (1978)
 BL1615
 BL1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1615'RECOVERED IN GOOD CONDITION.
 BL1615
 BL1615                          STATION RECOVERY (1986)
 BL1615
 BL1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1615'RECOVERED IN GOOD CONDITION.
 BL1615
 BL1615                          STATION RECOVERY (1987)
 BL1615
 BL1615'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1615'RECOVERED IN GOOD CONDITION.
 BL1615
 BL1615                          STATION RECOVERY (1994)
 BL1615
 BL1615'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1615'RECOVERED IN GOOD CONDITION.
 BL1615
 BL1615                          STATION RECOVERY (2006)
 BL1615
 BL1615'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 BL1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0103 ***********************************************************************
 BL0103  DESIGNATION -  N 101
 BL0103  PID         -  BL0103
 BL0103  STATE/COUNTY-  TX/JASPER
 BL0103  USGS QUAD   -  JASPER WEST (1984)
 BL0103
 BL0103                         *CURRENT SURVEY CONTROL
 BL0103  ___________________________________________________________________
 BL0103* NAD 83(1986)-  30 57 25.     (N)    094 06 09.     (W)     SCALED    
 BL0103* NAVD 88     -        60.73   (+/-2cm)     199.2    (feet)  VERTCON   
 BL0103  ___________________________________________________________________
 BL0103  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0103
 BL0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0103
 BL0103.The horizontal coordinates were scaled from a topographic map and have
 BL0103.an estimated accuracy of +/- 6 seconds.
 BL0103
 BL0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0103.The vertical order pertains to the NGVD 29 superseded value.
 BL0103
 BL0103.The geoid height was determined by GEOID03.
 BL0103
 BL0103;                    North         East    Units  Estimated Accuracy
 BL0103;SPC TX C     - 3,159,700.    1,294,960.      MT  (+/- 180 meters Scaled)
 BL0103
 BL0103                          SUPERSEDED SURVEY CONTROL
 BL0103
 BL0103  NGVD 29 (??/??/92)   60.736  (m)          199.26   (f) ADJ UNCH    2 0
 BL0103
 BL0103.Superseded values are not recommended for survey control.
 BL0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0103.See file dsdata.txt to determine how the superseded data were derived.
 BL0103
 BL0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ946253(NAD 83)
 BL0103_MARKER: DB = BENCH MARK DISK
 BL0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0103_SP_SET: CULVERT
 BL0103_STAMPING: N 101 1952
 BL0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0103
 BL0103  HISTORY     - Date     Condition        Report By
 BL0103  HISTORY     - 1952     MONUMENTED       CGS
 BL0103  HISTORY     - 1978     GOOD             USGS
 BL0103
 BL0103                          STATION DESCRIPTION
 BL0103
 BL0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0103'9.45 MI NW FROM JASPER.
 BL0103'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0103'THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY 63, THENCE 0.95 MILE EAST
 BL0103'ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH FARM ROAD 254, 0.2 MILE
 BL0103'SOUTHWEST OF THE GRAHAM CHURCH, ON THE INSIDE OF A CURVE IN THE FARM
 BL0103'ROAD, 53 FEET NORTHEAST OF A POWER LINE, 13 FEET SOUTHEAST OF THE
 BL0103'CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE SOUTHEAST HEADWALL
 BL0103'OF A 3 FOOT CONCRETE CULVERT.
 BL0103
 BL0103                          STATION RECOVERY (1978)
 BL0103
 BL0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0103'5.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE INTERSECTION OF
 BL0103'U.S. HIGHWAY 190 ON THE SOUTHWEST SIDE OF JASPER, THENCE 0.5 MILE
 BL0103'NORTH ON FARM ROAD 254, 0.25 MILE NORTH OF THE PEACHTREE BAPTIST
 BL0103'CHURCH, 0.1 MILE NORTH OF A POWER LINE CROSSING, AT THE INSIDE OF A
 BL0103'CURVE IN THE FARM ROAD, 13 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BL0103'ROAD, SET IN THE TOP OF THE SOUTHEAST HEADWALL OF A 3 FOOT CONCRETE
 BL0103'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1600 ***********************************************************************
 BL1600  DESIGNATION -  N 1010
 BL1600  PID         -  BL1600
 BL1600  STATE/COUNTY-  TX/HARRIS
 BL1600  USGS QUAD   -  ROSE HILL (1980)
 BL1600
 BL1600                         *CURRENT SURVEY CONTROL
 BL1600  ___________________________________________________________________
 BL1600* NAD 83(1986)-  30 04 46.     (N)    095 40 27.     (W)     SCALED    
 BL1600* NAVD 88     -        58.257  (meters)     191.13   (feet)  ADJUSTED  
 BL1600  ___________________________________________________________________
 BL1600  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1600  DYNAMIC HT  -          58.178 (meters)     190.87  (feet)  COMP
 BL1600  MODELED GRAV-     979,289.2   (mgal)                       NAVD 88
 BL1600
 BL1600  VERT ORDER  -  FIRST     CLASS II
 BL1600
 BL1600.The horizontal coordinates were scaled from a topographic map and have
 BL1600.an estimated accuracy of +/- 6 seconds.
 BL1600
 BL1600.The orthometric height was determined by differential leveling
 BL1600.and adjusted by the National Geodetic Survey in June 1991..
 BL1600
 BL1600.The geoid height was determined by GEOID03.
 BL1600
 BL1600.The dynamic height is computed by dividing the NAVD 88
 BL1600.geopotential number by the normal gravity value computed on the
 BL1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1600.degrees latitude (g = 980.6199 gals.).
 BL1600
 BL1600.The modeled gravity was interpolated from observed gravity values.
 BL1600
 BL1600;                    North         East    Units  Estimated Accuracy
 BL1600;SPC TXSC     - 4,253,490.      920,580.      MT  (+/- 180 meters Scaled)
 BL1600
 BL1600                          SUPERSEDED SURVEY CONTROL
 BL1600
 BL1600  NGVD 29 (12/23/87)   58.250  (m)          191.11   (f) ADJUSTED    1 2
 BL1600
 BL1600.Superseded values are not recommended for survey control.
 BL1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1600.See file dsdata.txt to determine how the superseded data were derived.
 BL1600
 BL1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP422306(NAD 83)
 BL1600_MARKER: DB = BENCH MARK DISK
 BL1600_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1600_SP_SET: HEADWALL
 BL1600_STAMPING: N 1010 1954
 BL1600_MARK LOGO: CGS   
 BL1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1600+STABILITY: SURFACE MOTION
 BL1600
 BL1600  HISTORY     - Date     Condition        Report By
 BL1600  HISTORY     - 1954     MONUMENTED       CGS
 BL1600  HISTORY     - 1973     GOOD             NGS
 BL1600  HISTORY     - 1978     GOOD             NGS
 BL1600  HISTORY     - 1986     GOOD             NGS
 BL1600  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1600
 BL1600                          STATION DESCRIPTION
 BL1600
 BL1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1600'4 MI W FROM TOMBALL.
 BL1600'ABOUT 4 MILES WEST ALONG WALLER-TOMBALL RD. FROM THE CROSSING OF THE
 BL1600'BURLINGTON-ROCK ISLAND RAILROAD, SET IN THE TOP WEST END OF THE SOUTH
 BL1600'CONCRETE HEADWALL TO AN 8-FOOT BOX CULVERT, 55 FEET WEST OF THE CENTER
 BL1600'LINE OF A PRIVATE DRIVE LEADING SOUTH, 20 1/2 FEET SOUTH OF THE CENTER
 BL1600'LINE OF WALLER-TOMBALL RD., 3.6 FEET EAST OF THE WEST END OF THE SOUTH
 BL1600'HEADWALL, ABOUT LEVEL WITH THE ROAD.
 BL1600
 BL1600                          STATION RECOVERY (1978)
 BL1600
 BL1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1600'RECOVERED IN GOOD CONDITION.
 BL1600
 BL1600                          STATION RECOVERY (1986)
 BL1600
 BL1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1600'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1600'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1600
 BL1600                          STATION RECOVERY (1993)
 BL1600
 BL1600'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1698 ***********************************************************************
 AW1698  DESIGNATION -  N 1011
 AW1698  PID         -  AW1698
 AW1698  STATE/COUNTY-  TX/GALVESTON
 AW1698  USGS QUAD   -  HIGH ISLAND (1994)
 AW1698
 AW1698                         *CURRENT SURVEY CONTROL
 AW1698  ___________________________________________________________________
 AW1698* NAD 83(1986)-  29 33 01.     (N)    094 23 17.     (W)     SCALED    
 AW1698* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 AW1698  ___________________________________________________________________
 AW1698  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1698
 AW1698  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1698
 AW1698.The horizontal coordinates were scaled from a topographic map and have
 AW1698.an estimated accuracy of +/- 6 seconds.
 AW1698
 AW1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1698.The vertical order pertains to the NGVD 29 superseded value.
 AW1698
 AW1698.The geoid height was determined by GEOID03.
 AW1698
 AW1698;                    North         East    Units  Estimated Accuracy
 AW1698;SPC TXSC     - 4,199,090.    1,046,810.      MT  (+/- 180 meters Scaled)
 AW1698
 AW1698                          SUPERSEDED SURVEY CONTROL
 AW1698
 AW1698  NGVD 29 (??/??/92)    1.901  (m)            6.24   (f) ADJ UNCH    1 2
 AW1698
 AW1698.Superseded values are not recommended for survey control.
 AW1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1698.See file dsdata.txt to determine how the superseded data were derived.
 AW1698
 AW1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN655697(NAD 83)
 AW1698_MARKER: DB = BENCH MARK DISK
 AW1698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1698_SP_SET: CONCRETE BASE
 AW1698_STAMPING: N 1011 1953
 AW1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1698
 AW1698  HISTORY     - Date     Condition        Report By
 AW1698  HISTORY     - 1953     MONUMENTED       CGS
 AW1698  HISTORY     - 1958     GOOD             NGS
 AW1698  HISTORY     - 1977     GOOD             NGS
 AW1698  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1698  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1698  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1698  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 AW1698  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1698  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1698  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1698
 AW1698                          STATION DESCRIPTION
 AW1698
 AW1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1698'0.85 MI SE FROM HIGH ISLAND.
 AW1698'ABOUT 0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW1698'AT HIGH ISLAND, AT THE JUNCTION OF STATE HIGHWAYS 124 AND 87, 285 FEET
 AW1698'NORTHWEST OF THE CENTER LINE OF HIGHWAY 87, 7 1/2 FEET NORTHEAST OF A
 AW1698'TELEPHONE POLE, IN THE TOP OF THE WEST CORNER OF THE WEST CONCRETE
 AW1698'BASE OF AN OLD ABANDONED OIL WELL, AND ABOUT 3 FEET ABOVE THE GROUND.
 AW1698
 AW1698                          STATION RECOVERY (1977)
 AW1698
 AW1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1698'RECOVERED IN GOOD CONDITION.
 AW1698
 AW1698                          STATION RECOVERY (1978)
 AW1698
 AW1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1698'THE CONCRETE BASE OF THE OLD ABANDONED OIL WELL IS NO LONGER THERE.
 AW1698
 AW1698                          STATION RECOVERY (1994)
 AW1698
 AW1698'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1698'MARK NOT FOUND.
 AW1698
 AW1698                          STATION RECOVERY (1995)
 AW1698
 AW1698'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1698'MARK NOT FOUND.
 AW1698
 AW1698                          STATION RECOVERY (2001)
 AW1698
 AW1698'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1698'MARK NOT FOUND.
 AW1698
 AW1698                          STATION RECOVERY (2002)
 AW1698
 AW1698'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1698'MARK NOT FOUND.
 AW1698
 AW1698                          STATION RECOVERY (2003)
 AW1698
 AW1698'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1698'MARK NOT FOUND.
 AW1698
 AW1698                          STATION RECOVERY (2005)
 AW1698
 AW1698'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2522 ***********************************************************************
 AW2522  DESIGNATION -  N 1012
 AW2522  PID         -  AW2522
 AW2522  STATE/COUNTY-  TX/CHAMBERS
 AW2522  USGS QUAD   -  STOWELL (1993)
 AW2522
 AW2522                         *CURRENT SURVEY CONTROL
 AW2522  ___________________________________________________________________
 AW2522* NAD 83(1986)-  29 47 00.     (N)    094 22 52.     (W)     SCALED    
 AW2522* NAVD 88     -         6.83   (+/-2cm)      22.4    (feet)  VERTCON   
 AW2522  ___________________________________________________________________
 AW2522  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW2522
 AW2522  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2522
 AW2522.The horizontal coordinates were scaled from a topographic map and have
 AW2522.an estimated accuracy of +/- 6 seconds.
 AW2522
 AW2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2522.The vertical order pertains to the NGVD 29 superseded value.
 AW2522
 AW2522.The geoid height was determined by GEOID03.
 AW2522
 AW2522;                    North         East    Units  Estimated Accuracy
 AW2522;SPC TXSC     - 4,224,930.    1,046,460.      MT  (+/- 180 meters Scaled)
 AW2522
 AW2522                          SUPERSEDED SURVEY CONTROL
 AW2522
 AW2522  NGVD 29 (??/??/92)    6.829  (m)           22.40   (f) ADJ UNCH    1 2
 AW2522
 AW2522.Superseded values are not recommended for survey control.
 AW2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2522.See file dsdata.txt to determine how the superseded data were derived.
 AW2522
 AW2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN665955(NAD 83)
 AW2522_MARKER: DB = BENCH MARK DISK
 AW2522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2522_SP_SET: CULVERT
 AW2522_STAMPING: N 1012 1953
 AW2522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2522
 AW2522  HISTORY     - Date     Condition        Report By
 AW2522  HISTORY     - 1953     MONUMENTED       CGS
 AW2522  HISTORY     - 1958     GOOD             NGS
 AW2522  HISTORY     - 19890409 MARK NOT FOUND   USPSQD
 AW2522  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 AW2522  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 AW2522  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2522  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 AW2522  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2522  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2522
 AW2522                          STATION DESCRIPTION
 AW2522
 AW2522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2522'0.55 MI S FROM STOWELL.
 AW2522'ABOUT 0.55 MILE SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2522'STOWELL, 11 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN
 AW2522'THE TOP OF THE NORTHEAST HEADWALL OF A CULVERT, 2 1/2 FEET SOUTHEAST
 AW2522'OF THE NORTHWEST END OF THE HEADWALL, ABOUT 0.1 MILE NORTHWEST OF A
 AW2522'HOUSE, 90 YARDS NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 AW2522'LEADING EAST, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AW2522
 AW2522                          STATION RECOVERY (1989)
 AW2522
 AW2522'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2522'MARK NOT FOUND.
 AW2522
 AW2522                          STATION RECOVERY (1995)
 AW2522
 AW2522'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2522'MARK NOT FOUND.
 AW2522
 AW2522                          STATION RECOVERY (1996)
 AW2522
 AW2522'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2522'MARK NOT FOUND.
 AW2522
 AW2522                          STATION RECOVERY (2001)
 AW2522
 AW2522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2522'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2522
 AW2522                          STATION RECOVERY (2003)
 AW2522
 AW2522'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2522'MARK NOT FOUND.
 AW2522
 AW2522                          STATION RECOVERY (2004)
 AW2522
 AW2522'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2522'MARK NOT FOUND.
 AW2522
 AW2522                          STATION RECOVERY (2005)
 AW2522
 AW2522'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1491 ***********************************************************************
 AW1491  DESIGNATION -  N 1013
 AW1491  PID         -  AW1491
 AW1491  STATE/COUNTY-  TX/CHAMBERS
 AW1491  USGS QUAD   -  COVE (1993)
 AW1491
 AW1491                         *CURRENT SURVEY CONTROL
 AW1491  ___________________________________________________________________
 AW1491* NAD 83(1986)-  29 47 39.     (N)    094 51 31.     (W)     SCALED    
 AW1491* NAVD 88     -         9.06   (+/-2cm)      29.7    (feet)  VERTCON   
 AW1491  ___________________________________________________________________
 AW1491  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW1491  OBS GRAVITY -     979,289.0   (mgal)                       GRAV_OBS
 AW1491
 AW1491  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1491
 AW1491.The horizontal coordinates were scaled from a topographic map and have
 AW1491.an estimated accuracy of +/- 6 seconds.
 AW1491
 AW1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1491.The vertical order pertains to the NGVD 29 superseded value.
 AW1491
 AW1491.The geoid height was determined by GEOID03.
 AW1491.The observed gravity was obtained from relative gravimeter ties
 AW1491.to the IGSN71 gravity network.
 AW1491
 AW1491;                    North         East    Units  Estimated Accuracy
 AW1491;SPC TXSC     - 4,224,400.    1,000,280.      MT  (+/- 180 meters Scaled)
 AW1491
 AW1491                          SUPERSEDED SURVEY CONTROL
 AW1491
 AW1491  NGVD 29 (??/??/92)    9.063  (m)           29.73   (f) ADJ UNCH    1 2
 AW1491
 AW1491.Superseded values are not recommended for survey control.
 AW1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1491.See file dsdata.txt to determine how the superseded data were derived.
 AW1491
 AW1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN203974(NAD 83)
 AW1491_MARKER: DB = BENCH MARK DISK
 AW1491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1491_SP_SET: CULVERT
 AW1491_STAMPING: N 1013 1953
 AW1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1491+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 AW1491
 AW1491  HISTORY     - Date     Condition        Report By
 AW1491  HISTORY     - 1953     MONUMENTED       CGS
 AW1491  HISTORY     - 1973     GOOD             NGS
 AW1491  HISTORY     - 1978     GOOD             NGS
 AW1491  HISTORY     - 1988     GOOD             USPSQD
 AW1491  HISTORY     - 1988     GOOD             USPSQD
 AW1491  HISTORY     - 1990     GOOD             USPSQD
 AW1491  HISTORY     - 1992     GOOD             USPSQD
 AW1491  HISTORY     - 19960921 GOOD             USPSQD
 AW1491  HISTORY     - 20010331 GOOD             NGS
 AW1491  HISTORY     - 20031231 GOOD             USPSQD
 AW1491
 AW1491                          STATION DESCRIPTION
 AW1491
 AW1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1491'4.3 MI SW FROM COVE.
 AW1491'ABOUT 4.3 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE 10
 AW1491'OVERPASS AT COVE, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM
 AW1491'ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF
 AW1491'A 16-INCH WIDE TRIPLE CONCRETE PIPE CULVERT, AND 1 FOOT BELOW THE
 AW1491'LEVEL OF THE ROAD.
 AW1491
 AW1491                          STATION RECOVERY (1978)
 AW1491
 AW1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1491'RECOVERED IN GOOD CONDITION.
 AW1491
 AW1491                          STATION RECOVERY (1988)
 AW1491
 AW1491'RECOVERY NOTE BY US POWER SQUADRON 1988 (KK)
 AW1491'RECOVERED IN GOOD CONDITION.
 AW1491
 AW1491                          STATION RECOVERY (1988)
 AW1491
 AW1491'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1491'RECOVERED IN GOOD CONDITION.
 AW1491
 AW1491                          STATION RECOVERY (1990)
 AW1491
 AW1491'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1491'RECOVERED IN GOOD CONDITION.
 AW1491
 AW1491                          STATION RECOVERY (1992)
 AW1491
 AW1491'RECOVERY NOTE BY US POWER SQUADRON 1992 (KK)
 AW1491'RECOVERED IN GOOD CONDITION.
 AW1491
 AW1491                          STATION RECOVERY (1996)
 AW1491
 AW1491'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1491'RECOVERED IN GOOD CONDITION.
 AW1491
 AW1491                          STATION RECOVERY (2001)
 AW1491
 AW1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1491'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1491
 AW1491                          STATION RECOVERY (2003)
 AW1491
 AW1491'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0479 ***********************************************************************
 AV0479  DESIGNATION -  N 1015
 AV0479  PID         -  AV0479
 AV0479  STATE/COUNTY-  TX/JEFFERSON
 AV0479  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0479
 AV0479                         *CURRENT SURVEY CONTROL
 AV0479  ___________________________________________________________________
 AV0479* NAD 83(1986)-  29 48 36.     (N)    093 57 31.     (W)     SCALED    
 AV0479* NAVD 88     -         0.88   (+/-2cm)       2.9    (feet)  VERTCON   
 AV0479  ___________________________________________________________________
 AV0479  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AV0479
 AV0479  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0479
 AV0479.The horizontal coordinates were scaled from a topographic map and have
 AV0479.an estimated accuracy of +/- 6 seconds.
 AV0479
 AV0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0479.The vertical order pertains to the NGVD 29 superseded value.
 AV0479
 AV0479.The geoid height was determined by GEOID03.
 AV0479
 AV0479;                    North         East    Units  Estimated Accuracy
 AV0479;SPC TXSC     - 4,229,570.    1,087,150.      MT  (+/- 180 meters Scaled)
 AV0479
 AV0479                          SUPERSEDED SURVEY CONTROL
 AV0479
 AV0479  NGVD 29 (??/??/??)    0.866  (m)            2.84   (f) ADJUSTED    1 2
 AV0479
 AV0479.Superseded values are not recommended for survey control.
 AV0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0479.See file dsdata.txt to determine how the superseded data were derived.
 AV0479
 AV0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN073981(NAD 83)
 AV0479_MARKER: DB = BENCH MARK DISK
 AV0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0479_SP_SET: CULVERT
 AV0479_STAMPING: N 1015 1953
 AV0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0479+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 AV0479
 AV0479  HISTORY     - Date     Condition        Report By
 AV0479  HISTORY     - 1953     MONUMENTED       CGS
 AV0479  HISTORY     - 1959     GOOD             CGS
 AV0479  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0479  HISTORY     - 1988     GOOD             USPSQD
 AV0479  HISTORY     - 1989     GOOD             USPSQD
 AV0479  HISTORY     - 1989     GOOD             USPSQD
 AV0479  HISTORY     - 1989     GOOD             USPSQD
 AV0479  HISTORY     - 1990     GOOD             USPSQD
 AV0479  HISTORY     - 19930202 GOOD             USPSQD
 AV0479  HISTORY     - 19940419 GOOD             USPSQD
 AV0479  HISTORY     - 20001231 GOOD             NGS
 AV0479  HISTORY     - 20010331 GOOD             NGS
 AV0479  HISTORY     - 20040309 GOOD             USPSQD
 AV0479
 AV0479                          STATION DESCRIPTION
 AV0479
 AV0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0479'3.15 MI SE FROM WEST PORT ARTHUR.
 AV0479'3.15 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND NEW
 AV0479'ORLEANS RAILROAD STATION AT WEST PORT ARTHUR, 23 FEET NORTHEAST OF THE
 AV0479'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTHEAST END OF THE
 AV0479'NORTHEAST HEAD WALL OF A CONCRETE CULVERT, ABOUT 0.9 MILE SOUTHEAST OF
 AV0479'THE SOUTHEAST END OF A DRAWBRIDGE OVER THE INTRACOASTAL CANAL, AND
 AV0479'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AV0479
 AV0479                          STATION RECOVERY (1984)
 AV0479
 AV0479'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0479'MARK NOT FOUND.
 AV0479
 AV0479                          STATION RECOVERY (1988)
 AV0479
 AV0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBW)
 AV0479'RECOVERED IN GOOD CONDITION.
 AV0479
 AV0479                          STATION RECOVERY (1989)
 AV0479
 AV0479'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0479'RECOVERED IN GOOD CONDITION.
 AV0479
 AV0479                          STATION RECOVERY (1989)
 AV0479
 AV0479'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0479'RECOVERED IN GOOD CONDITION.
 AV0479
 AV0479                          STATION RECOVERY (1989)
 AV0479
 AV0479'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0479'RECOVERED IN GOOD CONDITION.
 AV0479
 AV0479                          STATION RECOVERY (1990)
 AV0479
 AV0479'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0479'RECOVERED IN GOOD CONDITION.
 AV0479
 AV0479                          STATION RECOVERY (1993)
 AV0479
 AV0479'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0479'RECOVERED IN GOOD CONDITION.
 AV0479
 AV0479                          STATION RECOVERY (1994)
 AV0479
 AV0479'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0479'RECOVERED IN GOOD CONDITION.
 AV0479
 AV0479                          STATION RECOVERY (2000)
 AV0479
 AV0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0479'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0479
 AV0479                          STATION RECOVERY (2001)
 AV0479
 AV0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0479'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0479
 AV0479                          STATION RECOVERY (2004)
 AV0479
 AV0479'RECOVERY NOTE BY US POWER SQUADRON 2004 (WAF)
 AV0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2478 ***********************************************************************
 AW2478  DESIGNATION -  N 1016
 AW2478  PID         -  AW2478
 AW2478  STATE/COUNTY-  TX/JEFFERSON
 AW2478  USGS QUAD   -  PORT ACRES (1993)
 AW2478
 AW2478                         *CURRENT SURVEY CONTROL
 AW2478  ___________________________________________________________________
 AW2478* NAD 83(1986)-  29 57 29.     (N)    094 02 39.     (W)     SCALED    
 AW2478* NAVD 88     -         3.49   (+/-2cm)      11.5    (feet)  VERTCON   
 AW2478  ___________________________________________________________________
 AW2478  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW2478
 AW2478  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2478
 AW2478.The horizontal coordinates were scaled from a topographic map and have
 AW2478.an estimated accuracy of +/- 6 seconds.
 AW2478
 AW2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2478.The vertical order pertains to the NGVD 29 superseded value.
 AW2478
 AW2478.The geoid height was determined by GEOID03.
 AW2478
 AW2478;                    North         East    Units  Estimated Accuracy
 AW2478;SPC TXSC     - 4,245,610.    1,078,190.      MT  (+/- 180 meters Scaled)
 AW2478
 AW2478                          SUPERSEDED SURVEY CONTROL
 AW2478
 AW2478  NGVD 29 (??/??/92)    3.481  (m)           11.42   (f) ADJ UNCH    1 2
 AW2478
 AW2478.Superseded values are not recommended for survey control.
 AW2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2478.See file dsdata.txt to determine how the superseded data were derived.
 AW2478
 AW2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP992145(NAD 83)
 AW2478_MARKER: DB = BENCH MARK DISK
 AW2478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2478_SP_SET: ABUTMENT
 AW2478_STAMPING: N 1016 1954
 AW2478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2478
 AW2478  HISTORY     - Date     Condition        Report By
 AW2478  HISTORY     - 1954     MONUMENTED       CGS
 AW2478  HISTORY     - 1959     GOOD             NGS
 AW2478  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2478  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AW2478  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW2478  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2478  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 AW2478  HISTORY     - 20041009 GOOD             USPSQD
 AW2478
 AW2478                          STATION DESCRIPTION
 AW2478
 AW2478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2478'5.4 MI NW FROM PORT ACRES.
 AW2478'ABOUT 0.6 MILE EAST ALONG 5TH STREET FROM THE HIGH SCHOOL AT PORT
 AW2478'ACRES, THENCE ABOUT 4.8 MILES NORTHWEST ALONG THE TEXAS AND NEW
 AW2478'ORLEANS RAILROAD, AT A CONCRETE BRIDGE ON A PAVED ROAD AND SOUTHWEST
 AW2478'OF TRESTLE NO. 20, 12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 AW2478'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE
 AW2478'BRIDGE, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
 AW2478
 AW2478                          STATION RECOVERY (1990)
 AW2478
 AW2478'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2478'MARK NOT FOUND.
 AW2478
 AW2478                          STATION RECOVERY (1995)
 AW2478
 AW2478'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2478'MARK NOT FOUND.
 AW2478
 AW2478                          STATION RECOVERY (2000)
 AW2478
 AW2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2478'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2478
 AW2478                          STATION RECOVERY (2001)
 AW2478
 AW2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2478'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2478
 AW2478                          STATION RECOVERY (2002)
 AW2478
 AW2478'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2478'MARK NOT FOUND.
 AW2478
 AW2478                          STATION RECOVERY (2004)
 AW2478
 AW2478'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW2478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0278 ***********************************************************************
 BL0278  DESIGNATION -  N 1017
 BL0278  PID         -  BL0278
 BL0278  STATE/COUNTY-  TX/JEFFERSON
 BL0278  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0278
 BL0278                         *CURRENT SURVEY CONTROL
 BL0278  ___________________________________________________________________
 BL0278* NAD 83(1986)-  30 01 34.     (N)    094 09 34.     (W)     SCALED    
 BL0278* NAVD 88     -         5.09   (+/-2cm)      16.7    (feet)  VERTCON   
 BL0278  ___________________________________________________________________
 BL0278  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL0278
 BL0278  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0278
 BL0278.The horizontal coordinates were scaled from a topographic map and have
 BL0278.an estimated accuracy of +/- 6 seconds.
 BL0278
 BL0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0278.The vertical order pertains to the NGVD 29 superseded value.
 BL0278
 BL0278.The geoid height was determined by GEOID03.
 BL0278
 BL0278;                    North         East    Units  Estimated Accuracy
 BL0278;SPC TXSC     - 4,252,680.    1,066,760.      MT  (+/- 180 meters Scaled)
 BL0278
 BL0278                          SUPERSEDED SURVEY CONTROL
 BL0278
 BL0278  NGVD 29 (??/??/92)    5.103  (m)           16.74   (f) ADJ UNCH    1 2
 BL0278
 BL0278.Superseded values are not recommended for survey control.
 BL0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0278.See file dsdata.txt to determine how the superseded data were derived.
 BL0278
 BL0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP882222(NAD 83)
 BL0278_MARKER: DB = BENCH MARK DISK
 BL0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0278_SP_SET: BRIDGE
 BL0278_STAMPING: N 1017 1954
 BL0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0278
 BL0278  HISTORY     - Date     Condition        Report By
 BL0278  HISTORY     - 1954     MONUMENTED       CGS
 BL0278  HISTORY     - 1958     GOOD             NGS
 BL0278  HISTORY     - 19870421 GOOD             USPSQD
 BL0278  HISTORY     - 1988     GOOD             USPSQD
 BL0278  HISTORY     - 19890202 GOOD             USPSQD
 BL0278  HISTORY     - 19930127 GOOD             USPSQD
 BL0278  HISTORY     - 19940906 MARK NOT FOUND   USPSQD
 BL0278  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0278  HISTORY     - 20020128 MARK NOT FOUND   NGS
 BL0278  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 BL0278
 BL0278                          STATION DESCRIPTION
 BL0278
 BL0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BL0278'3.7 MI NE FROM CHEEK.
 BL0278'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE ELEMENTARY SCHOOL
 BL0278'AT CHEEK, 4 POLES SOUTHWEST OF THE GULF, COLORADO AND SANTA FE
 BL0278'RAILROAD MILEPOST 72, 20 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 BL0278'HIGHWAY, IN THE TOP OF THE EAST END OF THE WEST WING WALL OF THE
 BL0278'CONCRETE HIGHWAY BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.
 BL0278
 BL0278                          STATION RECOVERY (1987)
 BL0278
 BL0278'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0278'RECOVERED IN GOOD CONDITION.
 BL0278
 BL0278                          STATION RECOVERY (1988)
 BL0278
 BL0278'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0278'RECOVERED IN GOOD CONDITION.
 BL0278
 BL0278                          STATION RECOVERY (1989)
 BL0278
 BL0278'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0278'RECOVERED IN GOOD CONDITION.
 BL0278
 BL0278                          STATION RECOVERY (1993)
 BL0278
 BL0278'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0278'RECOVERED IN GOOD CONDITION.
 BL0278
 BL0278                          STATION RECOVERY (1994)
 BL0278
 BL0278'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0278'MARK NOT FOUND.
 BL0278
 BL0278                          STATION RECOVERY (2001)
 BL0278
 BL0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0278'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 BL0278
 BL0278                          STATION RECOVERY (2002)
 BL0278
 BL0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0278'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0278
 BL0278                          STATION RECOVERY (2004)
 BL0278
 BL0278'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0305 ***********************************************************************
 BL0305  DESIGNATION -  N 1018
 BL0305  PID         -  BL0305
 BL0305  STATE/COUNTY-  TX/JEFFERSON
 BL0305  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0305
 BL0305                         *CURRENT SURVEY CONTROL
 BL0305  ___________________________________________________________________
 BL0305* NAD 83(1986)-  30 07 00.     (N)    094 08 43.     (W)     SCALED    
 BL0305* NAVD 88     -         9.39   (+/-2cm)      30.8    (feet)  VERTCON   
 BL0305  ___________________________________________________________________
 BL0305  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0305
 BL0305  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0305
 BL0305.The horizontal coordinates were scaled from a topographic map and have
 BL0305.an estimated accuracy of +/- 6 seconds.
 BL0305
 BL0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0305.The vertical order pertains to the NGVD 29 superseded value.
 BL0305
 BL0305.The geoid height was determined by GEOID03.
 BL0305
 BL0305;                    North         East    Units  Estimated Accuracy
 BL0305;SPC TXSC     - 4,262,770.    1,067,710.      MT  (+/- 180 meters Scaled)
 BL0305
 BL0305                          SUPERSEDED SURVEY CONTROL
 BL0305
 BL0305  NGVD 29 (??/??/92)    9.402  (m)           30.85   (f) ADJ UNCH    1 2
 BL0305
 BL0305.Superseded values are not recommended for survey control.
 BL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0305.See file dsdata.txt to determine how the superseded data were derived.
 BL0305
 BL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP896322(NAD 83)
 BL0305_MARKER: DB = BENCH MARK DISK
 BL0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0305_SP_SET: CULVERT
 BL0305_STAMPING: N 1018 1954
 BL0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0305
 BL0305  HISTORY     - Date     Condition        Report By
 BL0305  HISTORY     - 1954     MONUMENTED       CGS
 BL0305  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL0305  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL0305  HISTORY     - 19940724 MARK NOT FOUND   USPSQD
 BL0305  HISTORY     - 20001231 MARK NOT FOUND   NGS
 BL0305  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0305  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 BL0305
 BL0305                          STATION DESCRIPTION
 BL0305
 BL0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL0305'3.85 MI NW FROM BEAUMONT.
 BL0305'0.45 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0305'STATION AT BEAUMONT, THENCE 3.4 MILES NORTHWEST ALONG THE TEXAS AND
 BL0305'NEW ORLEANS RAILROAD, AT THE CROSSING OF LUCAS DRIVE, 153 FEET
 BL0305'SOUTHWEST OF THE SOUTHWEST RAIL, 35.2 FEET SOUTHWEST OF THE CENTER
 BL0305'LINE OF U.S. HIGHWAYS 69, 96 AND 287, 84.5 FEET SOUTHEAST OF THE
 BL0305'CENTER LINE OF LUCAS DRIVE, 61 FEET NORTHEAST OF THE EAST CORNER OF A
 BL0305'TEXACO SERVICE STATION, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST
 BL0305'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 BL0305
 BL0305                          STATION RECOVERY (1960)
 BL0305
 BL0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0305'MARK NOT FOUND.
 BL0305
 BL0305                          STATION RECOVERY (1991)
 BL0305
 BL0305'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0305'MARK NOT FOUND.
 BL0305
 BL0305                          STATION RECOVERY (1994)
 BL0305
 BL0305'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0305'MARK NOT FOUND.
 BL0305
 BL0305                          STATION RECOVERY (2000)
 BL0305
 BL0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0305'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0305
 BL0305                          STATION RECOVERY (2001)
 BL0305
 BL0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0305
 BL0305                          STATION RECOVERY (2002)
 BL0305
 BL0305'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0406 ***********************************************************************
 AW0406  DESIGNATION -  N 1019
 AW0406  PID         -  AW0406
 AW0406  STATE/COUNTY-  TX/HARRIS
 AW0406  USGS QUAD   -  HIGHLANDS (1995)
 AW0406
 AW0406                         *CURRENT SURVEY CONTROL
 AW0406  ___________________________________________________________________
 AW0406* NAD 83(1986)-  29 50 31.     (N)    095 03 27.     (W)     SCALED    
 AW0406* NAVD 88     -        13.004  (meters)      42.66   (feet)  ADJUSTED  
 AW0406  ___________________________________________________________________
 AW0406  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW0406  DYNAMIC HT  -          12.986 (meters)      42.60  (feet)  COMP
 AW0406  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 AW0406
 AW0406  VERT ORDER  -  FIRST     CLASS II
 AW0406
 AW0406.The horizontal coordinates were scaled from a topographic map and have
 AW0406.an estimated accuracy of +/- 6 seconds.
 AW0406
 AW0406.The orthometric height was determined by differential leveling
 AW0406.and adjusted by the National Geodetic Survey in June 1991..
 AW0406
 AW0406.The geoid height was determined by GEOID03.
 AW0406
 AW0406.The dynamic height is computed by dividing the NAVD 88
 AW0406.geopotential number by the normal gravity value computed on the
 AW0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0406.degrees latitude (g = 980.6199 gals.).
 AW0406
 AW0406.The modeled gravity was interpolated from observed gravity values.
 AW0406
 AW0406;                    North         East    Units  Estimated Accuracy
 AW0406;SPC TXSC     - 4,229,030.      980,890.      MT  (+/- 180 meters Scaled)
 AW0406
 AW0406                          SUPERSEDED SURVEY CONTROL
 AW0406
 AW0406  NGVD 29 (12/23/87)   13.002  (m)           42.66   (f) ADJUSTED    1 2
 AW0406
 AW0406.Superseded values are not recommended for survey control.
 AW0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0406.See file dsdata.txt to determine how the superseded data were derived.
 AW0406
 AW0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP012030(NAD 83)
 AW0406_MARKER: DB = BENCH MARK DISK
 AW0406_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0406_SP_SET: HEADWALL
 AW0406_STAMPING: N 1019 1954
 AW0406_MARK LOGO: CGS   
 AW0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0406+STABILITY: SURFACE MOTION
 AW0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0406+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0406
 AW0406  HISTORY     - Date     Condition        Report By
 AW0406  HISTORY     - 1954     MONUMENTED       CGS
 AW0406  HISTORY     - 1972     GOOD             NGS
 AW0406  HISTORY     - 1978     GOOD             NGS
 AW0406  HISTORY     - 1978     GOOD             DOD
 AW0406  HISTORY     - 1983     GOOD             NGS
 AW0406  HISTORY     - 1986     GOOD             NGS
 AW0406  HISTORY     - 19940818 GOOD             USPSQD
 AW0406  HISTORY     - 20040317 GOOD             USPSQD
 AW0406
 AW0406                          STATION DESCRIPTION
 AW0406
 AW0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0406'2.3 MI N FROM HIGHLANDS.
 AW0406'ABOUT 2.3 MILES NORTH ALONG FARM ROAD 1200 FROM THE POST OFFICE, SET
 AW0406'IN THE NORTH END OF THE EAST CONCRETE HEADWALL TO A 10-FOOT BOX
 AW0406'CULVERT, 61 FEET NORTH OF THE CENTER LINE OF BARBERS HILL RD., 20 FEET
 AW0406'EAST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT SOUTH OF THE NORTH END
 AW0406'OF THE EAST HEADWALL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AW0406
 AW0406                          STATION RECOVERY (1978)
 AW0406
 AW0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0406'RECOVERED IN GOOD CONDITION.
 AW0406
 AW0406                          STATION RECOVERY (1978)
 AW0406
 AW0406'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0406'RECOVERED IN GOOD CONDITION.
 AW0406
 AW0406                          STATION RECOVERY (1983)
 AW0406
 AW0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0406'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE FARM ROAD 1200 TO
 AW0406'CROSBY-LYNCHBURG ROAD.
 AW0406
 AW0406                          STATION RECOVERY (1986)
 AW0406
 AW0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0406'RECOVERED IN GOOD CONDITION.
 AW0406
 AW0406                          STATION RECOVERY (1994)
 AW0406
 AW0406'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0406'RECOVERED IN GOOD CONDITION.
 AW0406
 AW0406                          STATION RECOVERY (2004)
 AW0406
 AW0406'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0551 ***********************************************************************
 BY0551  DESIGNATION -  N 102
 BY0551  PID         -  BY0551
 BY0551  STATE/COUNTY-  TX/JASPER
 BY0551  USGS QUAD   -  EBENEZER (1984)
 BY0551
 BY0551                         *CURRENT SURVEY CONTROL
 BY0551  ___________________________________________________________________
 BY0551* NAD 83(1986)-  31 04 48.     (N)    094 09 56.     (W)     SCALED    
 BY0551* NAVD 88     -        88.38   (+/-2cm)     290.0    (feet)  VERTCON   
 BY0551  ___________________________________________________________________
 BY0551  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BY0551
 BY0551  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0551
 BY0551.The horizontal coordinates were scaled from a topographic map and have
 BY0551.an estimated accuracy of +/- 6 seconds.
 BY0551
 BY0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0551.The vertical order pertains to the NGVD 29 superseded value.
 BY0551
 BY0551.The geoid height was determined by GEOID03.
 BY0551
 BY0551;                    North         East    Units  Estimated Accuracy
 BY0551;SPC TX C     - 3,172,990.    1,288,190.      MT  (+/- 180 meters Scaled)
 BY0551
 BY0551                          SUPERSEDED SURVEY CONTROL
 BY0551
 BY0551  NGVD 29 (??/??/92)   88.394  (m)          290.01   (f) ADJ UNCH    2 0
 BY0551
 BY0551.Superseded values are not recommended for survey control.
 BY0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0551.See file dsdata.txt to determine how the superseded data were derived.
 BY0551
 BY0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ888390(NAD 83)
 BY0551_MARKER: DB = BENCH MARK DISK
 BY0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0551_STAMPING: N 102 1952
 BY0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0551+STABILITY: SURFACE MOTION
 BY0551
 BY0551  HISTORY     - Date     Condition        Report By
 BY0551  HISTORY     - 1952     MONUMENTED       CGS
 BY0551  HISTORY     - 1979     GOOD             USGS
 BY0551
 BY0551                          STATION DESCRIPTION
 BY0551
 BY0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0551'22.6 MI NW FROM JASPER.
 BY0551'20.5 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0551'JASPER, THENCE 2.1 MILES EAST ALONG A GRADED DIRT ROAD, 102 FEET WEST
 BY0551'OF THE CENTER LINE OF A 20 INCH CONCRETE PIPE CULVERT, 28 FEET NORTH
 BY0551'OF THE CENTER LINE OF THE ROAD, 26.6 FEET EAST OF A 10 INCH PINE TREE
 BY0551'WITH AN 8 INCH WHITE BAND PAINTED ON IT, 1 FOOT SOUTH OF A WITNESS
 BY0551'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BY0551'THE GROUND.
 BY0551
 BY0551                          STATION RECOVERY (1979)
 BY0551
 BY0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0551'1.5 MILES W ALONG HWY 190 AND 63 FROM JCT OF HWYS 190, 63 AND 96 AT S
 BY0551'EDGE JASPER, THENCE 12.8 MILES NW ALONG HWY 63 TO JCT OF HWY 63 AND
 BY0551'255R, THENCE 2.5 MILES NE ALONG HWY 255R, THENCE 1.7 MILES NW ALONG
 BY0551'PAVED ROAD, THENCE 1.2 MILES W ALONG GRADED ROAD, 580 FT W OF A
 BY0551'T-ROAD N, 102 FT W OF A 20 INCH CONCRETE CULVERT, 28 FT N OF THE
 BY0551'CENTERLINE OF THE ROAD, 1 FT S OF A WITNESS POST, SET IN THE TOP OF A
 BY0551'CONCRETE POST PROJECTING 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0835 ***********************************************************************
 AW0835  DESIGNATION -  N 1020
 AW0835  PID         -  AW0835
 AW0835  STATE/COUNTY-  TX/HARRIS
 AW0835  USGS QUAD   -  HARMASTON (1982)
 AW0835
 AW0835                         *CURRENT SURVEY CONTROL
 AW0835  ___________________________________________________________________
 AW0835* NAD 83(1986)-  29 56 44.     (N)    095 11 34.     (W)     SCALED    
 AW0835* NAVD 88     -        17.546  (meters)      57.57   (feet)  ADJUSTED  
 AW0835  ___________________________________________________________________
 AW0835  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0835  DYNAMIC HT  -          17.522 (meters)      57.49  (feet)  COMP
 AW0835  MODELED GRAV-     979,298.4   (mgal)                       NAVD 88
 AW0835
 AW0835  VERT ORDER  -  FIRST     CLASS II
 AW0835
 AW0835.The horizontal coordinates were scaled from a topographic map and have
 AW0835.an estimated accuracy of +/- 6 seconds.
 AW0835
 AW0835.The orthometric height was determined by differential leveling
 AW0835.and adjusted by the National Geodetic Survey in June 1991..
 AW0835
 AW0835.The geoid height was determined by GEOID03.
 AW0835
 AW0835.The dynamic height is computed by dividing the NAVD 88
 AW0835.geopotential number by the normal gravity value computed on the
 AW0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0835.degrees latitude (g = 980.6199 gals.).
 AW0835
 AW0835.The modeled gravity was interpolated from observed gravity values.
 AW0835
 AW0835;                    North         East    Units  Estimated Accuracy
 AW0835;SPC TXSC     - 4,240,080.      967,450.      MT  (+/- 180 meters Scaled)
 AW0835
 AW0835                          SUPERSEDED SURVEY CONTROL
 AW0835
 AW0835  NGVD 29 (12/23/87)   17.544  (m)           57.56   (f) ADJUSTED    1 2
 AW0835
 AW0835.Superseded values are not recommended for survey control.
 AW0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0835.See file dsdata.txt to determine how the superseded data were derived.
 AW0835
 AW0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP883147(NAD 83)
 AW0835_MARKER: DB = BENCH MARK DISK
 AW0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0835_SP_SET: CONCRETE POST
 AW0835_STAMPING: N 1020 1954
 AW0835_MARK LOGO: CGS   
 AW0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0835+STABILITY: SURFACE MOTION
 AW0835
 AW0835  HISTORY     - Date     Condition        Report By
 AW0835  HISTORY     - 1954     MONUMENTED       CGS
 AW0835  HISTORY     - 1973     GOOD             NGS
 AW0835  HISTORY     - 1978     GOOD             NGS
 AW0835  HISTORY     - 1987     GOOD             NGS
 AW0835
 AW0835                          STATION DESCRIPTION
 AW0835
 AW0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0835'5.0 MI NE FROM DYERSDALE.
 AW0835'ABOUT 5.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW0835'CROSSING OF LAKE HOUSTON PARKWAY AT DYERSDALE, 84 FEET SOUTHEAST OF
 AW0835'MILEPOST 390, 60 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD,
 AW0835'49.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 30 FEET EAST OF A TELEPHONE
 AW0835'POLE, 2 1/2 FEET SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A
 AW0835'METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE
 AW0835'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 AW0835'GROUND.
 AW0835
 AW0835                          STATION RECOVERY (1978)
 AW0835
 AW0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0835'RECOVERED IN GOOD CONDITION.
 AW0835
 AW0835                          STATION RECOVERY (1987)
 AW0835
 AW0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0043 ***********************************************************************
 CR0043  DESIGNATION -  N 1021
 CR0043  PID         -  CR0043
 CR0043  STATE/COUNTY-  TX/HARRISON
 CR0043  USGS QUAD   -  LATEX (1978)
 CR0043
 CR0043                         *CURRENT SURVEY CONTROL
 CR0043  ___________________________________________________________________
 CR0043* NAD 83(1986)-  32 31 59.     (N)    094 04 13.     (W)     SCALED    
 CR0043* NAVD 88     -        68.354  (meters)     224.26   (feet)  ADJUSTED  
 CR0043  ___________________________________________________________________
 CR0043  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CR0043  DYNAMIC HT  -          68.277 (meters)     224.01  (feet)  COMP
 CR0043  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 CR0043
 CR0043  VERT ORDER  -  FIRST     CLASS II
 CR0043
 CR0043.The horizontal coordinates were scaled from a topographic map and have
 CR0043.an estimated accuracy of +/- 6 seconds.
 CR0043
 CR0043.The orthometric height was determined by differential leveling
 CR0043.and adjusted by the National Geodetic Survey in June 1991..
 CR0043
 CR0043.The geoid height was determined by GEOID03.
 CR0043
 CR0043.The dynamic height is computed by dividing the NAVD 88
 CR0043.geopotential number by the normal gravity value computed on the
 CR0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0043.degrees latitude (g = 980.6199 gals.).
 CR0043
 CR0043.The modeled gravity was interpolated from observed gravity values.
 CR0043
 CR0043;                    North         East    Units  Estimated Accuracy
 CR0043;SPC TXNC     - 2,104,850.    1,015,980.      MT  (+/- 180 meters Scaled)
 CR0043
 CR0043                          SUPERSEDED SURVEY CONTROL
 CR0043
 CR0043  NGVD 29 (??/??/92)   68.423  (m)          224.48   (f) ADJ UNCH    1 2
 CR0043
 CR0043.Superseded values are not recommended for survey control.
 CR0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0043.See file dsdata.txt to determine how the superseded data were derived.
 CR0043
 CR0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS994000(NAD 83)
 CR0043_MARKER: DB = BENCH MARK DISK
 CR0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0043_STAMPING: N 1021 1954
 CR0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0043+STABILITY: SURFACE MOTION
 CR0043
 CR0043  HISTORY     - Date     Condition        Report By
 CR0043  HISTORY     - 1954     MONUMENTED       CGS
 CR0043  HISTORY     - 1961     GOOD             NGS
 CR0043  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0043
 CR0043                          STATION DESCRIPTION
 CR0043
 CR0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0043'3.6 MI NW FROM WASKOM.
 CR0043'3.6 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0043'STATION AT WASKOM, AT A ROAD CROSSING, 55 FEET NORTHEAST OF THE
 CR0043'NORTHEAST RAIL, 60 FEET EAST OF THE CENTER LINE OF A ROAD, 18 FEET
 CR0043'SOUTH OF A 38 INCH OAK TREE, 24 FEET NORTHWEST OF A 25 INCH OAK TREE,
 CR0043'1.5 FEET SOUTHWEST OF A FENCE, 1.7 FEET NORTHWEST OF A WITNESS POST, 4
 CR0043'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 CR0043'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE RAILROAD TRACK
 CR0043'HAS BEEN DESTROYED, BUT THE OLD RAILROAD BED CAN STILL BE SEEN. NOTE--
 CR0043'THE MARK CAN BE REACHED FROM WASKOM, TEXAS BY GOING NORTH ON N. LAKE
 CR0043'STREET PAST LIONS PARK, TURN LEFT (WEST) ON HEARNE STREET AND FOLLOW
 CR0043'TO OLD RAILROAD BED AND MARK.
 CR0043
 CR0043                          STATION RECOVERY (1961)
 CR0043
 CR0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CR0043'RECOVERED IN GOOD CONDITION.
 CR0043
 CR0043                          STATION RECOVERY (1998)
 CR0043
 CR0043'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0019 ***********************************************************************
 CR0019  DESIGNATION -  N 1022
 CR0019  PID         -  CR0019
 CR0019  STATE/COUNTY-  TX/MARION
 CR0019  USGS QUAD   -  WOODLAWN (1978)
 CR0019
 CR0019                         *CURRENT SURVEY CONTROL
 CR0019  ___________________________________________________________________
 CR0019* NAD 83(1986)-  32 44 42.     (N)    094 18 20.     (W)     SCALED    
 CR0019* NAVD 88     -        67.099  (meters)     220.14   (feet)  ADJUSTED  
 CR0019  ___________________________________________________________________
 CR0019  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0019  DYNAMIC HT  -          67.025 (meters)     219.90  (feet)  COMP
 CR0019  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 CR0019
 CR0019  VERT ORDER  -  FIRST     CLASS II
 CR0019
 CR0019.The horizontal coordinates were scaled from a topographic map and have
 CR0019.an estimated accuracy of +/- 6 seconds.
 CR0019
 CR0019.The orthometric height was determined by differential leveling
 CR0019.and adjusted by the National Geodetic Survey in June 1991..
 CR0019
 CR0019.The geoid height was determined by GEOID03.
 CR0019
 CR0019.The dynamic height is computed by dividing the NAVD 88
 CR0019.geopotential number by the normal gravity value computed on the
 CR0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0019.degrees latitude (g = 980.6199 gals.).
 CR0019
 CR0019.The modeled gravity was interpolated from observed gravity values.
 CR0019
 CR0019;                    North         East    Units  Estimated Accuracy
 CR0019;SPC TXNC     - 2,127,420.      992,960.      MT  (+/- 180 meters Scaled)
 CR0019
 CR0019                          SUPERSEDED SURVEY CONTROL
 CR0019
 CR0019  NGVD 29 (??/??/92)   67.158  (m)          220.33   (f) ADJ UNCH    1 2
 CR0019
 CR0019.Superseded values are not recommended for survey control.
 CR0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0019.See file dsdata.txt to determine how the superseded data were derived.
 CR0019
 CR0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS776237(NAD 83)
 CR0019_MARKER: DB = BENCH MARK DISK
 CR0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0019_STAMPING: N 1022 1954
 CR0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0019+STABILITY: SURFACE MOTION
 CR0019
 CR0019  HISTORY     - Date     Condition        Report By
 CR0019  HISTORY     - 1954     MONUMENTED       CGS
 CR0019
 CR0019                          STATION DESCRIPTION
 CR0019
 CR0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0019'2.95 MI SE FROM JEFFERSON.
 CR0019'2.65 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0019'THE STATION AT JEFFERSON, THENCE 0.3 MILES SOUTHWEST, 0.15 MILE
 CR0019'SOUTHWEST OF THE ADMINISTRATION BUILDING AT THE CYPRESS RIVER AIRPORT,
 CR0019'90 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 114 FEET WEST OF THE
 CR0019'SOUTHWEST CORNER OF A TAXI STRIP, 3 FEET NORTHWEST OF THE EAST CORNER
 CR0019'OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CR0019'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0483 ***********************************************************************
 DM0483  DESIGNATION -  N 1024
 DM0483  PID         -  DM0483
 DM0483  STATE/COUNTY-  TX/HOPKINS
 DM0483  USGS QUAD   -  SULPHUR SPRINGS SE (1964)
 DM0483
 DM0483                         *CURRENT SURVEY CONTROL
 DM0483  ___________________________________________________________________
 DM0483* NAD 83(1986)-  33 06 45.     (N)    095 33 06.     (W)     SCALED    
 DM0483* NAVD 88     -       133.847  (meters)     439.13   (feet)  ADJUSTED  
 DM0483  ___________________________________________________________________
 DM0483  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DM0483  DYNAMIC HT  -         133.700 (meters)     438.65  (feet)  COMP
 DM0483  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 DM0483
 DM0483  VERT ORDER  -  FIRST     CLASS II
 DM0483
 DM0483.The horizontal coordinates were scaled from a topographic map and have
 DM0483.an estimated accuracy of +/- 6 seconds.
 DM0483
 DM0483.The orthometric height was determined by differential leveling
 DM0483.and adjusted by the National Geodetic Survey in June 1991..
 DM0483
 DM0483.The geoid height was determined by GEOID03.
 DM0483
 DM0483.The dynamic height is computed by dividing the NAVD 88
 DM0483.geopotential number by the normal gravity value computed on the
 DM0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0483.degrees latitude (g = 980.6199 gals.).
 DM0483
 DM0483.The modeled gravity was interpolated from observed gravity values.
 DM0483
 DM0483;                    North         East    Units  Estimated Accuracy
 DM0483;SPC TXNC     - 2,164,190.      875,110.      MT  (+/- 180 meters Scaled)
 DM0483
 DM0483                          SUPERSEDED SURVEY CONTROL
 DM0483
 DM0483  NGVD 29 (??/??/92)  133.850  (m)          439.14   (f) ADJ UNCH    1 2
 DM0483
 DM0483.Superseded values are not recommended for survey control.
 DM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0483.See file dsdata.txt to determine how the superseded data were derived.
 DM0483
 DM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS619666(NAD 83)
 DM0483_MARKER: DB = BENCH MARK DISK
 DM0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0483_STAMPING: N 1024 1954
 DM0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0483+STABILITY: SURFACE MOTION
 DM0483
 DM0483  HISTORY     - Date     Condition        Report By
 DM0483  HISTORY     - 1954     MONUMENTED       CGS
 DM0483  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 DM0483
 DM0483                          STATION DESCRIPTION
 DM0483
 DM0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0483'3.2 MI SE FROM SULPHUR SPRINGS.
 DM0483'3.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0483'STATION AT SULPHUR SPRINGS, 4 POLES WEST OF MILEPOST T - 137, 4 1/2
 DM0483'RAILS WEST OF THE WEST END OF TRESTLE T - 137.1, 4 1/2 RAILS EAST OF
 DM0483'THE EAST END OF TRESTLE T - 137.2, 48 FEET SOUTH OF THE SOUTH RAIL,
 DM0483'1.3 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE
 DM0483'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DM0483
 DM0483                          STATION RECOVERY (1995)
 DM0483
 DM0483'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0287 ***********************************************************************
 CR0287  DESIGNATION -  N 1025
 CR0287  PID         -  CR0287
 CR0287  STATE/COUNTY-  TX/WOOD
 CR0287  USGS QUAD   -  NEWSOME (1980)
 CR0287
 CR0287                         *CURRENT SURVEY CONTROL
 CR0287  ___________________________________________________________________
 CR0287* NAD 83(1986)-  32 57 35.     (N)    095 14 47.     (W)     SCALED    
 CR0287* NAVD 88     -       141.632  (meters)     464.67   (feet)  ADJUSTED  
 CR0287  ___________________________________________________________________
 CR0287  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CR0287  DYNAMIC HT  -         141.473 (meters)     464.15  (feet)  COMP
 CR0287  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 CR0287
 CR0287  VERT ORDER  -  FIRST     CLASS II
 CR0287
 CR0287.The horizontal coordinates were scaled from a topographic map and have
 CR0287.an estimated accuracy of +/- 6 seconds.
 CR0287
 CR0287.The orthometric height was determined by differential leveling
 CR0287.and adjusted by the National Geodetic Survey in June 1991..
 CR0287
 CR0287.The geoid height was determined by GEOID03.
 CR0287
 CR0287.The dynamic height is computed by dividing the NAVD 88
 CR0287.geopotential number by the normal gravity value computed on the
 CR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0287.degrees latitude (g = 980.6199 gals.).
 CR0287
 CR0287.The modeled gravity was interpolated from observed gravity values.
 CR0287
 CR0287;                    North         East    Units  Estimated Accuracy
 CR0287;SPC TXNC     - 2,148,100.      904,110.      MT  (+/- 180 meters Scaled)
 CR0287
 CR0287                          SUPERSEDED SURVEY CONTROL
 CR0287
 CR0287  NGVD 29 (??/??/92)  141.638  (m)          464.69   (f) ADJ UNCH    1 2
 CR0287
 CR0287.Superseded values are not recommended for survey control.
 CR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0287.See file dsdata.txt to determine how the superseded data were derived.
 CR0287
 CR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS900490(NAD 83)
 CR0287_MARKER: DB = BENCH MARK DISK
 CR0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0287_STAMPING: N 1025 1954
 CR0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0287+STABILITY: SURFACE MOTION
 CR0287
 CR0287  HISTORY     - Date     Condition        Report By
 CR0287  HISTORY     - 1954     MONUMENTED       CGS
 CR0287  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CR0287
 CR0287                          STATION DESCRIPTION
 CR0287
 CR0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0287'2.7 MI E FROM WINNSBORO.
 CR0287'2.7 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0287'STATION AT WINNSBORO, 42 FEET NORTH OF THE NORTH RAIL, 17 FEET NORTH
 CR0287'OF MILEPOST T - 115, 3.5 FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A
 CR0287'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CR0287'FOOT ABOVE THE GROUND.
 CR0287
 CR0287                          STATION RECOVERY (1995)
 CR0287
 CR0287'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2193 ***********************************************************************
 AW2193  DESIGNATION -  N 1026
 AW2193  PID         -  AW2193
 AW2193  STATE/COUNTY-  TX/WALLER
 AW2193  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2193
 AW2193                         *CURRENT SURVEY CONTROL
 AW2193  ___________________________________________________________________
 AW2193* NAD 83(1986)-  29 55 54.     (N)    095 57 29.     (W)     SCALED    
 AW2193* NAVD 88     -        63.63   (+/-2cm)     208.8    (feet)  VERTCON   
 AW2193  ___________________________________________________________________
 AW2193  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2193
 AW2193  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2193
 AW2193.The horizontal coordinates were scaled from a topographic map and have
 AW2193.an estimated accuracy of +/- 6 seconds.
 AW2193
 AW2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2193.The vertical order pertains to the NGVD 29 superseded value.
 AW2193
 AW2193.The geoid height was determined by GEOID03.
 AW2193
 AW2193;                    North         East    Units  Estimated Accuracy
 AW2193;SPC TXSC     - 4,236,370.      893,650.      MT  (+/- 180 meters Scaled)
 AW2193
 AW2193                          SUPERSEDED SURVEY CONTROL
 AW2193
 AW2193  NGVD 29 (04/06/79)   63.618  (m)          208.72   (f) ADJUSTED    1 2
 AW2193
 AW2193.Superseded values are not recommended for survey control.
 AW2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2193.See file dsdata.txt to determine how the superseded data were derived.
 AW2193
 AW2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP144148(NAD 83)
 AW2193_MARKER: DB = BENCH MARK DISK
 AW2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2193_STAMPING: N 1026 1954
 AW2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2193+STABILITY: SURFACE MOTION
 AW2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2193+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2193
 AW2193  HISTORY     - Date     Condition        Report By
 AW2193  HISTORY     - 1954     MONUMENTED       CGS
 AW2193  HISTORY     - 1978     GOOD             NGS
 AW2193  HISTORY     - 20041014 GOOD             USPSQD
 AW2193  HISTORY     - 20060507 MARK NOT FOUND   GEOCAC
 AW2193
 AW2193                          STATION DESCRIPTION
 AW2193
 AW2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2193'12.2 MI S FROM WALLER.
 AW2193'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW2193'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW2193'THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTH
 AW2193'ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, 71
 AW2193'FEET EAST OF THE CENTER LINE OF FARM ROAD 362, 38 FEET SOUTH OF THE
 AW2193'CENTER LINE OF A GRAVELED ROAD, 11 FEET EAST OF A POWER POLE, 1.9 FEET
 AW2193'NORTH OF A FENCE, 2.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 AW2193'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AW2193
 AW2193                          STATION RECOVERY (1978)
 AW2193
 AW2193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2193'RECOVERED IN GOOD CONDITION.
 AW2193
 AW2193                          STATION RECOVERY (2004)
 AW2193
 AW2193'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2193'ORANGE TAPE AT THE MARK.
 AW2193
 AW2193                          STATION RECOVERY (2006)
 AW2193
 AW2193'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AW2193'FOUND WHAT APPEARS TO BE CONCRETE MONUMENT WITHOUT DISK USED AS FILL
 AW2193'ON SOUTH SHOULDER OF HERBERT RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0252 ***********************************************************************
 AX0252  DESIGNATION -  N 1027
 AX0252  PID         -  AX0252
 AX0252  STATE/COUNTY-  TX/AUSTIN
 AX0252  USGS QUAD   -  SUNNY SIDE (1980)
 AX0252
 AX0252                         *CURRENT SURVEY CONTROL
 AX0252  ___________________________________________________________________
 AX0252* NAD 83(1986)-  29 57 20.     (N)    096 07 27.     (W)     SCALED    
 AX0252* NAVD 88     -        43.14   (+/-2cm)     141.5    (feet)  VERTCON   
 AX0252  ___________________________________________________________________
 AX0252  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0252
 AX0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0252
 AX0252.The horizontal coordinates were scaled from a topographic map and have
 AX0252.an estimated accuracy of +/- 6 seconds.
 AX0252
 AX0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0252.The vertical order pertains to the NGVD 29 superseded value.
 AX0252
 AX0252.The geoid height was determined by GEOID03.
 AX0252
 AX0252;                    North         East    Units  Estimated Accuracy
 AX0252;SPC TXSC     - 4,238,620.      877,550.      MT  (+/- 180 meters Scaled)
 AX0252
 AX0252                          SUPERSEDED SURVEY CONTROL
 AX0252
 AX0252  NGVD 29 (??/??/92)   43.127  (m)          141.49   (f) ADJ UNCH    2 0
 AX0252
 AX0252.Superseded values are not recommended for survey control.
 AX0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0252.See file dsdata.txt to determine how the superseded data were derived.
 AX0252
 AX0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU775173(NAD 83)
 AX0252_MARKER: DB = BENCH MARK DISK
 AX0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0252_STAMPING: N 1027 1954
 AX0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0252+STABILITY: SURFACE MOTION
 AX0252
 AX0252  HISTORY     - Date     Condition        Report By
 AX0252  HISTORY     - 1954     MONUMENTED       CGS
 AX0252  HISTORY     - 1960     MARK NOT FOUND   USGS
 AX0252  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 AX0252
 AX0252                          STATION DESCRIPTION
 AX0252
 AX0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0252'6.1 MI S FROM COCHRAN.
 AX0252'3.0 MILES SOUTH ALONG A PAVED ROAD FROM THE ELEMENTARY SCHOOL AT
 AX0252'COCHRAN, THENCE 3.1 MILES SOUTH ALONG A GRAVELED ROAD, 35 FEET
 AX0252'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, ON THE OUTSIDE OF A
 AX0252'CURVE IN THE ROAD, 17 FEET EAST OF THE CENTER LINE OF A PRIVATE
 AX0252'DRIVEWAY, 20 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 3
 AX0252'FEET SOUTH OF A FENCE, 2.7 FEET WEST OF A WITNESS POST, SET IN THE TOP
 AX0252'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AX0252
 AX0252                          STATION RECOVERY (1960)
 AX0252
 AX0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AX0252'MARK NOT FOUND.
 AX0252
 AX0252                          STATION RECOVERY (1999)
 AX0252
 AX0252'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4636 ***********************************************************************
 AW4636  DESIGNATION -  N 1028
 AW4636  PID         -  AW4636
 AW4636  STATE/COUNTY-  TX/WALLER
 AW4636  USGS QUAD   -  BROOKSHIRE (1980)
 AW4636
 AW4636                         *CURRENT SURVEY CONTROL
 AW4636  ___________________________________________________________________
 AW4636* NAD 83(1986)-  29 48 32.     (N)    095 58 41.     (W)     SCALED    
 AW4636* NAVD 88     -        42.65   (+/-2cm)     139.9    (feet)  VERTCON   
 AW4636  ___________________________________________________________________
 AW4636  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4636
 AW4636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4636
 AW4636.The horizontal coordinates were scaled from a topographic map and have
 AW4636.an estimated accuracy of +/- 6 seconds.
 AW4636
 AW4636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4636.The vertical order pertains to the NGVD 29 superseded value.
 AW4636
 AW4636.The geoid height was determined by GEOID03.
 AW4636
 AW4636;                    North         East    Units  Estimated Accuracy
 AW4636;SPC TXSC     - 4,222,720.      892,070.      MT  (+/- 180 meters Scaled)
 AW4636
 AW4636                          SUPERSEDED SURVEY CONTROL
 AW4636
 AW4636  NGVD 29 (??/??/92)   42.631  (m)          139.87   (f) ADJ UNCH    2 0
 AW4636
 AW4636.Superseded values are not recommended for survey control.
 AW4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4636.See file dsdata.txt to determine how the superseded data were derived.
 AW4636
 AW4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP121013(NAD 83)
 AW4636_MARKER: DB = BENCH MARK DISK
 AW4636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4636_STAMPING: N 1028 1954
 AW4636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4636+STABILITY: SURFACE MOTION
 AW4636
 AW4636  HISTORY     - Date     Condition        Report By
 AW4636  HISTORY     - 1954     MONUMENTED       CGS
 AW4636  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4636  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AW4636  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 AW4636
 AW4636                          STATION DESCRIPTION
 AW4636
 AW4636'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW4636'2.2 MI NW FROM BROOKSHIRE.
 AW4636'0.2 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 AW4636'FROM THE STATION AT BROOKSHIRE, THENCE 2.0 MILES NORTHWEST ALONG FARM
 AW4636'ROAD 359, 49 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 250
 AW4636'FEET NORTHWEST OF A SMALL WOODEN BRIDGE, 2 FEET SOUTHWEST OF A FENCE,
 AW4636'2.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AW4636'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AW4636
 AW4636                          STATION RECOVERY (1971)
 AW4636
 AW4636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4636'MARK NOT FOUND.
 AW4636
 AW4636                          STATION RECOVERY (1992)
 AW4636
 AW4636'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW4636'MARK NOT FOUND.
 AW4636
 AW4636                          STATION RECOVERY (2004)
 AW4636
 AW4636'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0015 ***********************************************************************
 BO0015  DESIGNATION -  N 103
 BO0015  PID         -  BO0015
 BO0015  STATE/COUNTY-  TX/SUTTON
 BO0015  USGS QUAD   -  LIVE OAK DRAW (1982)
 BO0015
 BO0015                         *CURRENT SURVEY CONTROL
 BO0015  ___________________________________________________________________
 BO0015* NAD 83(1986)-  30 28 06.     (N)    100 16 44.     (W)     SCALED    
 BO0015* NAVD 88     -       700.024  (meters)    2296.66   (feet)  POSTED    
 BO0015  ___________________________________________________________________
 BO0015  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 BO0015  DYNAMIC HT  -         699.020 (meters)    2293.37  (feet)  COMP
 BO0015  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 BO0015
 BO0015  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BO0015
 BO0015.The horizontal coordinates were scaled from a topographic map and have
 BO0015.an estimated accuracy of +/- 6 seconds.
 BO0015
 BO0015.The orthometric height was determined by differential leveling
 BO0015.and adjusted by the National Geodetic Survey in 1992..
 BO0015.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BO0015.rate of 0.0 thru 1.0 mm/km.
 BO0015
 BO0015.The geoid height was determined by GEOID03.
 BO0015
 BO0015.The dynamic height is computed by dividing the NAVD 88
 BO0015.geopotential number by the normal gravity value computed on the
 BO0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0015.degrees latitude (g = 980.6199 gals.).
 BO0015
 BO0015.The modeled gravity was interpolated from observed gravity values.
 BO0015
 BO0015;                    North         East    Units  Estimated Accuracy
 BO0015;SPC TX C     - 3,088,870.      705,230.      MT  (+/- 180 meters Scaled)
 BO0015
 BO0015                          SUPERSEDED SURVEY CONTROL
 BO0015
 BO0015  NGVD 29 (??/??/92)  699.912  (m)         2296.29   (f) ADJ UNCH    1 2
 BO0015
 BO0015.Superseded values are not recommended for survey control.
 BO0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0015.See file dsdata.txt to determine how the superseded data were derived.
 BO0015
 BO0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU772713(NAD 83)
 BO0015_MARKER: DB = BENCH MARK DISK
 BO0015_SETTING: 66 = SET IN ROCK OUTCROP
 BO0015_SP_SET: BEDROCK
 BO0015_STAMPING: N 103 1932
 BO0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0015+STABILITY: POSITION/ELEVATION WELL
 BO0015
 BO0015  HISTORY     - Date     Condition        Report By
 BO0015  HISTORY     - 1932     MONUMENTED       CGS
 BO0015  HISTORY     - 1958     GOOD             NGS
 BO0015
 BO0015                          STATION DESCRIPTION
 BO0015
 BO0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0015'24.6 MI E FROM SONORA.
 BO0015'ABOUT 23.55 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION
 BO0015'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, THENCE ABOUT 1.05 MILES
 BO0015'EAST ALONG THE OLD HIGHWAY BED.  IN THE TOP OF BEDROCK AND SURROUNDED
 BO0015'BY A CIRCLE OF LOOSE ROCK, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 BO0015'OLD HIGHWAY, ABOUT 0.2 MILE SOUTHEAST OF A FENCE ACROSS THE HIGHWAY, 3
 BO0015'FEET NORTHEAST OF A FENCE LINE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BO0015'OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1529 ***********************************************************************
 BL1529  DESIGNATION -  N 1030 RESET 1963
 BL1529  PID         -  BL1529
 BL1529  STATE/COUNTY-  TX/WALLER
 BL1529  USGS QUAD   -  WALLER NW (1980)
 BL1529
 BL1529                         *CURRENT SURVEY CONTROL
 BL1529  ___________________________________________________________________
 BL1529* NAD 83(1986)-  30 10 22.     (N)    095 59 13.     (W)     SCALED    
 BL1529* NAVD 88     -        91.65   (+/-2cm)     300.7    (feet)  VERTCON   
 BL1529  ___________________________________________________________________
 BL1529  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL1529
 BL1529  VERT ORDER  -  THIRD (See Below)
 BL1529
 BL1529.The horizontal coordinates were scaled from a topographic map and have
 BL1529.an estimated accuracy of +/- 6 seconds.
 BL1529
 BL1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1529.The vertical order pertains to the NGVD 29 superseded value.
 BL1529
 BL1529.The geoid height was determined by GEOID03.
 BL1529
 BL1529;                    North         East    Units  Estimated Accuracy
 BL1529;SPC TXSC     - 4,263,020.      890,170.      MT  (+/- 180 meters Scaled)
 BL1529
 BL1529                          SUPERSEDED SURVEY CONTROL
 BL1529
 BL1529  NGVD 29 (??/??/??)   91.63   (m)          300.6    (f) RESET       3  
 BL1529
 BL1529.Superseded values are not recommended for survey control.
 BL1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1529.See file dsdata.txt to determine how the superseded data were derived.
 BL1529
 BL1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP123417(NAD 83)
 BL1529_MARKER: DB = BENCH MARK DISK
 BL1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1529_STAMPING: N 1030 RESET 1963
 BL1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1529+STABILITY: SURFACE MOTION
 BL1529
 BL1529  HISTORY     - Date     Condition        Report By
 BL1529  HISTORY     - 1963     MONUMENTED       TXHD
 BL1529
 BL1529                          STATION DESCRIPTION
 BL1529
 BL1529'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1963
 BL1529'6.08 MI E FROM HOWTH.
 BL1529'0.35 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL1529'STATION SIGN AT HOWTH, THENCE, 5.73 MILES EAST ALONG FARM ROAD 1736,
 BL1529'48.5 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 1736, 1.5 FEET NORTH OF
 BL1529'A FENCE, 2.5 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 BL1529'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1531 ***********************************************************************
 BL1531  DESIGNATION -  N 1031 RESET 1963
 BL1531  PID         -  BL1531
 BL1531  STATE/COUNTY-  TX/WALLER
 BL1531  USGS QUAD   -  WALLER NW (1980)
 BL1531
 BL1531                         *CURRENT SURVEY CONTROL
 BL1531  ___________________________________________________________________
 BL1531* NAD 83(1986)-  30 10 24.     (N)    095 58 29.     (W)     SCALED    
 BL1531* NAVD 88     -       101.06   (+/-2cm)     331.6    (feet)  VERTCON   
 BL1531  ___________________________________________________________________
 BL1531  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL1531
 BL1531  VERT ORDER  -  THIRD (See Below)
 BL1531
 BL1531.The horizontal coordinates were scaled from a topographic map and have
 BL1531.an estimated accuracy of +/- 6 seconds.
 BL1531
 BL1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1531.The vertical order pertains to the NGVD 29 superseded value.
 BL1531
 BL1531.The geoid height was determined by GEOID03.
 BL1531
 BL1531;                    North         East    Units  Estimated Accuracy
 BL1531;SPC TXSC     - 4,263,110.      891,350.      MT  (+/- 180 meters Scaled)
 BL1531
 BL1531                          SUPERSEDED SURVEY CONTROL
 BL1531
 BL1531  NGVD 29 (??/??/??)  101.05   (m)          331.5    (f) RESET       3  
 BL1531
 BL1531.Superseded values are not recommended for survey control.
 BL1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1531.See file dsdata.txt to determine how the superseded data were derived.
 BL1531
 BL1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP135417(NAD 83)
 BL1531_MARKER: DD = SURVEY DISK
 BL1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1531_STAMPING: N 1031 RESET 1963
 BL1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1531+STABILITY: SURFACE MOTION
 BL1531
 BL1531  HISTORY     - Date     Condition        Report By
 BL1531  HISTORY     - 1963     MONUMENTED       TXHD
 BL1531  HISTORY     - 19990718 GOOD             USPSQD
 BL1531
 BL1531                          STATION DESCRIPTION
 BL1531
 BL1531'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1963
 BL1531'7.02 MI E FROM HOWTH.
 BL1531'0.35 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL1531'STATION SIGN AT HOWTH, THENCE, 6.67 MILES EAST ALONG FARM ROAD 1736,
 BL1531'49 FEET NORTH OF THE CENTERLINE OF FARM ROAD 1736, 1 FOOT SOUTH OF A
 BL1531'FENCE, 2.5 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 BL1531'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BL1531
 BL1531                          STATION RECOVERY (1999)
 BL1531
 BL1531'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0100 ***********************************************************************
 BM0100  DESIGNATION -  N 1032
 BM0100  PID         -  BM0100
 BM0100  STATE/COUNTY-  TX/WASHINGTON
 BM0100  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0100
 BM0100                         *CURRENT SURVEY CONTROL
 BM0100  ___________________________________________________________________
 BM0100* NAD 83(1986)-  30 07 47.     (N)    096 16 41.     (W)     SCALED    
 BM0100* NAVD 88     -        95.71   (+/-2cm)     314.0    (feet)  VERTCON   
 BM0100  ___________________________________________________________________
 BM0100  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BM0100
 BM0100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0100
 BM0100.The horizontal coordinates were scaled from a topographic map and have
 BM0100.an estimated accuracy of +/- 6 seconds.
 BM0100
 BM0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0100.The vertical order pertains to the NGVD 29 superseded value.
 BM0100
 BM0100.The geoid height was determined by GEOID03.
 BM0100
 BM0100;                    North         East    Units  Estimated Accuracy
 BM0100;SPC TX C     - 3,058,460.    1,090,680.      MT  (+/- 180 meters Scaled)
 BM0100
 BM0100                          SUPERSEDED SURVEY CONTROL
 BM0100
 BM0100  NGVD 29 (??/??/92)   95.685  (m)          313.93   (f) ADJ UNCH    2 0
 BM0100
 BM0100.Superseded values are not recommended for survey control.
 BM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0100.See file dsdata.txt to determine how the superseded data were derived.
 BM0100
 BM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU622362(NAD 83)
 BM0100_MARKER: DB = BENCH MARK DISK
 BM0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0100_STAMPING: N 1032 1954
 BM0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0100+STABILITY: SURFACE MOTION
 BM0100
 BM0100  HISTORY     - Date     Condition        Report By
 BM0100  HISTORY     - 1954     MONUMENTED       CGS
 BM0100  HISTORY     - 19910623 GOOD             USPSQD
 BM0100  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0100
 BM0100                          STATION DESCRIPTION
 BM0100
 BM0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0100'1.3 MI NW FROM CHAPEL HILL.
 BM0100'1.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0100'STATION SIGN AT CHAPEL HILL, 85 FEET SOUTHWEST OF THE CENTER OF A
 BM0100'GRAVELED ROAD CROSSING, 42 FEET SOUTH OF THE SOUTH RAIL, 7 POLES EAST
 BM0100'OF MILEPOST 13, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A WITNESS
 BM0100'POST, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 BM0100'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0100
 BM0100                          STATION RECOVERY (1991)
 BM0100
 BM0100'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0100'RECOVERED IN GOOD CONDITION.
 BM0100
 BM0100                          STATION RECOVERY (1994)
 BM0100
 BM0100'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1513 ***********************************************************************
 BL1513  DESIGNATION -  N 1033
 BL1513  PID         -  BL1513
 BL1513  STATE/COUNTY-  TX/GRIMES
 BL1513  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1513
 BL1513                         *CURRENT SURVEY CONTROL
 BL1513  ___________________________________________________________________
 BL1513* NAD 83(1986)-  30 16 53.     (N)    095 51 46.     (W)     SCALED    
 BL1513* NAVD 88     -       118.46   (+/-2cm)     388.6    (feet)  VERTCON   
 BL1513  ___________________________________________________________________
 BL1513  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL1513
 BL1513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1513
 BL1513.The horizontal coordinates were scaled from a topographic map and have
 BL1513.an estimated accuracy of +/- 6 seconds.
 BL1513
 BL1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1513.The vertical order pertains to the NGVD 29 superseded value.
 BL1513
 BL1513.The geoid height was determined by GEOID03.
 BL1513
 BL1513;                    North         East    Units  Estimated Accuracy
 BL1513;SPC TX C     - 3,076,790.    1,129,990.      MT  (+/- 180 meters Scaled)
 BL1513
 BL1513                          SUPERSEDED SURVEY CONTROL
 BL1513
 BL1513  NGVD 29 (??/??/92)  118.440  (m)          388.58   (f) ADJ UNCH    2 0
 BL1513
 BL1513.Superseded values are not recommended for survey control.
 BL1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1513.See file dsdata.txt to determine how the superseded data were derived.
 BL1513
 BL1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP246534(NAD 83)
 BL1513_MARKER: DB = BENCH MARK DISK
 BL1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1513_STAMPING: N 1033 1954
 BL1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1513+STABILITY: SURFACE MOTION
 BL1513
 BL1513  HISTORY     - Date     Condition        Report By
 BL1513  HISTORY     - 1954     MONUMENTED       CGS
 BL1513  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1513  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1513
 BL1513                          STATION DESCRIPTION
 BL1513
 BL1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1513'8.9 MI W FROM MAGNOLIA.
 BL1513'7.0 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1513'RAILROAD FROM THE STATION AT MAGNOLIA, THENCE 1.9 MILES WEST ALONG A
 BL1513'TRACK ROAD, 0.1 MILE WEST OF A WIRE FENCE, 16 FEET SOUTH OF THE CENTER
 BL1513'LINE OF A TRACK ROAD, 9 FEET EAST OF A 10 INCH OAK TREE, 2.6 FEET
 BL1513'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1513'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BL1513
 BL1513                          STATION RECOVERY (1994)
 BL1513
 BL1513'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1513'MARK NOT FOUND.
 BL1513
 BL1513                          STATION RECOVERY (1999)
 BL1513
 BL1513'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0373 ***********************************************************************
 DN0373  DESIGNATION -  N 1035
 DN0373  PID         -  DN0373
 DN0373  STATE/COUNTY-  TX/COLLIN
 DN0373  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0373
 DN0373                         *CURRENT SURVEY CONTROL
 DN0373  ___________________________________________________________________
 DN0373* NAD 83(1986)-  33 09 33.     (N)    096 41 18.     (W)     SCALED    
 DN0373* NAVD 88     -       217.998  (meters)     715.22   (feet)  ADJUSTED  
 DN0373  ___________________________________________________________________
 DN0373  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DN0373  DYNAMIC HT  -         217.760 (meters)     714.43  (feet)  COMP
 DN0373  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 DN0373
 DN0373  VERT ORDER  -  SECOND    CLASS 0
 DN0373
 DN0373.The horizontal coordinates were scaled from a topographic map and have
 DN0373.an estimated accuracy of +/- 6 seconds.
 DN0373
 DN0373.The orthometric height was determined by differential leveling
 DN0373.and adjusted by the National Geodetic Survey in June 1991..
 DN0373
 DN0373.The geoid height was determined by GEOID03.
 DN0373
 DN0373.The dynamic height is computed by dividing the NAVD 88
 DN0373.geopotential number by the normal gravity value computed on the
 DN0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0373.degrees latitude (g = 980.6199 gals.).
 DN0373
 DN0373.The modeled gravity was interpolated from observed gravity values.
 DN0373
 DN0373;                    North         East    Units  Estimated Accuracy
 DN0373;SPC TXNC     - 2,166,960.      768,970.      MT  (+/- 180 meters Scaled)
 DN0373
 DN0373                          SUPERSEDED SURVEY CONTROL
 DN0373
 DN0373  NGVD 29 (??/??/92)  218.022  (m)          715.29   (f) ADJ UNCH    2 0
 DN0373
 DN0373.Superseded values are not recommended for survey control.
 DN0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0373.See file dsdata.txt to determine how the superseded data were derived.
 DN0373
 DN0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB155713(NAD 83)
 DN0373_MARKER: DB = BENCH MARK DISK
 DN0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0373_STAMPING: N 1035 1954
 DN0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0373+STABILITY: SURFACE MOTION
 DN0373
 DN0373  HISTORY     - Date     Condition        Report By
 DN0373  HISTORY     - 1954     MONUMENTED       CGS
 DN0373  HISTORY     - 19910715 MARK NOT FOUND   USPSQD
 DN0373  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0373
 DN0373                          STATION DESCRIPTION
 DN0373
 DN0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0373'6.45 MI SW FROM MCKINNEY.
 DN0373'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0373'MCKINNEY, THENCE 1.85 MILES SOUTH ALONG U.S. HIGHWAY 75, THENCE 0.8
 DN0373'MILE WEST ALONG STATE HIGHWAY 121, THENCE 2.55 MILES WEST ALONG FARM
 DN0373'ROAD 720.  100 YARDS NORTHEAST OF A FARMHOUSE, 37 FEET NORTH OF THE
 DN0373'CENTER LINE OF THE FARM ROAD, 22 FEET EAST OF A TELEPHONE POLE, 2 FEET
 DN0373'SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 DN0373'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 DN0373
 DN0373                          STATION RECOVERY (1991)
 DN0373
 DN0373'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0373'MARK NOT FOUND.
 DN0373
 DN0373                          STATION RECOVERY (2005)
 DN0373
 DN0373'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0251 ***********************************************************************
 BL0251  DESIGNATION -  N 1036
 BL0251  PID         -  BL0251
 BL0251  STATE/COUNTY-  TX/ORANGE
 BL0251  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0251
 BL0251                         *CURRENT SURVEY CONTROL
 BL0251  ___________________________________________________________________
 BL0251* NAD 83(1986)-  30 05 51.     (N)    094 03 07.     (W)     SCALED    
 BL0251* NAVD 88     -         2.672  (meters)       8.77   (feet)  ADJUSTED  
 BL0251  ___________________________________________________________________
 BL0251  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0251  DYNAMIC HT  -           2.669 (meters)       8.76  (feet)  COMP
 BL0251  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 BL0251
 BL0251  VERT ORDER  -  FIRST     CLASS I
 BL0251
 BL0251.The horizontal coordinates were scaled from a topographic map and have
 BL0251.an estimated accuracy of +/- 6 seconds.
 BL0251
 BL0251.The orthometric height was determined by differential leveling
 BL0251.and adjusted by the National Geodetic Survey in June 1991..
 BL0251
 BL0251.The geoid height was determined by GEOID03.
 BL0251
 BL0251.The dynamic height is computed by dividing the NAVD 88
 BL0251.geopotential number by the normal gravity value computed on the
 BL0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0251.degrees latitude (g = 980.6199 gals.).
 BL0251
 BL0251.The modeled gravity was interpolated from observed gravity values.
 BL0251
 BL0251;                    North         East    Units  Estimated Accuracy
 BL0251;SPC TX C     - 3,064,850.    1,305,160.      MT  (+/- 180 meters Scaled)
 BL0251
 BL0251                          SUPERSEDED SURVEY CONTROL
 BL0251
 BL0251  NGVD 29 (??/??/??)    2.648  (m)            8.69   (f) ADJUSTED    1 1
 BL0251
 BL0251.Superseded values are not recommended for survey control.
 BL0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0251.See file dsdata.txt to determine how the superseded data were derived.
 BL0251
 BL0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP986300(NAD 83)
 BL0251_MARKER: DB = BENCH MARK DISK
 BL0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0251_SP_SET: CONCRETE POST
 BL0251_STAMPING: N 1036 1955
 BL0251_MARK LOGO: CGS   
 BL0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0251+STABILITY: SURFACE MOTION
 BL0251
 BL0251  HISTORY     - Date     Condition        Report By
 BL0251  HISTORY     - 1955     MONUMENTED       CGS
 BL0251  HISTORY     - 1972     GOOD             NGS
 BL0251  HISTORY     - 1986     GOOD             NGS
 BL0251  HISTORY     - 1988     GOOD             USPSQD
 BL0251  HISTORY     - 19890909 GOOD             USPSQD
 BL0251  HISTORY     - 19910817 GOOD             USPSQD
 BL0251  HISTORY     - 19930202 GOOD             USPSQD
 BL0251
 BL0251                          STATION DESCRIPTION
 BL0251
 BL0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0251'2.65 MI E FROM BEAUMONT.
 BL0251'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BL0251'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BL0251'BEAUMONT, THENCE 1.55 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BL0251'0.4 MILE SOUTHWEST OF MILEPOST 275, 68 FEET NORTHWEST OF THE CENTER OF
 BL0251'THE CROSSING OF A PRIVATE GRAVEL ROAD, 50.0 FEET NORTHWEST OF THE
 BL0251'NORTHWEST RAIL, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL
 BL0251'ROAD, 29 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 BL0251'POLES, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 6 FEET BELOW THE
 BL0251'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BL0251'INCHES ABOVE THE LEVEL OF THE GROUND.
 BL0251
 BL0251                          STATION RECOVERY (1986)
 BL0251
 BL0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0251'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 BL0251'TELEPHONE POLE MENTIONED THEREIN NO LONGER EXIST.
 BL0251
 BL0251                          STATION RECOVERY (1988)
 BL0251
 BL0251'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0251'RECOVERED IN GOOD CONDITION.
 BL0251
 BL0251                          STATION RECOVERY (1989)
 BL0251
 BL0251'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0251'RECOVERED IN GOOD CONDITION.
 BL0251
 BL0251                          STATION RECOVERY (1991)
 BL0251
 BL0251'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0251'RECOVERED IN GOOD CONDITION.
 BL0251
 BL0251                          STATION RECOVERY (1993)
 BL0251
 BL0251'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0270 ***********************************************************************
 EO0270  DESIGNATION -  N 1037
 EO0270  PID         -  EO0270
 EO0270  STATE/COUNTY-  TX/PARMER
 EO0270  USGS QUAD   -  FARWELL (1985)
 EO0270
 EO0270                         *CURRENT SURVEY CONTROL
 EO0270  ___________________________________________________________________
 EO0270* NAD 83(1986)-  34 23 04.     (N)    103 00 42.     (W)     SCALED    
 EO0270* NAVD 88     -      1255.009  (meters)    4117.48   (feet)  ADJUSTED  
 EO0270  ___________________________________________________________________
 EO0270  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 EO0270  DYNAMIC HT  -        1253.365 (meters)    4112.08  (feet)  COMP
 EO0270  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 EO0270
 EO0270  VERT ORDER  -  FIRST     CLASS II
 EO0270
 EO0270.The horizontal coordinates were scaled from a topographic map and have
 EO0270.an estimated accuracy of +/- 6 seconds.
 EO0270
 EO0270.The orthometric height was determined by differential leveling
 EO0270.and adjusted by the National Geodetic Survey in June 1991..
 EO0270
 EO0270.The geoid height was determined by GEOID03.
 EO0270
 EO0270.The dynamic height is computed by dividing the NAVD 88
 EO0270.geopotential number by the normal gravity value computed on the
 EO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0270.degrees latitude (g = 980.6199 gals.).
 EO0270
 EO0270.The modeled gravity was interpolated from observed gravity values.
 EO0270
 EO0270;                    North         East    Units  Estimated Accuracy
 EO0270;SPC TX N     - 1,043,710.       60,970.      MT  (+/- 180 meters Scaled)
 EO0270
 EO0270                          SUPERSEDED SURVEY CONTROL
 EO0270
 EO0270  NGVD 29 (??/??/92) 1254.508  (m)         4115.83   (f) ADJ UNCH    1 2
 EO0270
 EO0270.Superseded values are not recommended for survey control.
 EO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0270.See file dsdata.txt to determine how the superseded data were derived.
 EO0270
 EO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU828065(NAD 83)
 EO0270_MARKER: DB = BENCH MARK DISK
 EO0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0270_STAMPING: N 1037 1958
 EO0270_MARK LOGO: CGS   
 EO0270_PROJECTION: FLUSH
 EO0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0270+STABILITY: SURFACE MOTION
 EO0270
 EO0270  HISTORY     - Date     Condition        Report By
 EO0270  HISTORY     - 1958     MONUMENTED       CGS
 EO0270  HISTORY     - 1982     GOOD             NGS
 EO0270
 EO0270                          STATION DESCRIPTION
 EO0270
 EO0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0270'2.0 MI SE FROM TEXICO, NM.
 EO0270'ABOUT 2.0 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0270'FROM THE STATION AT TEXICO, NEW MEXICO, 10 1/2 POLES SOUTHEAST OF MILE
 EO0270'POST 2, 35 1/2 FEET SOUTHWEST OF THE NEAR RAIL, 61 1/2 FEET NORTHEAST
 EO0270'OF THE CENTER LINE OF U. S. HIGHWAYS 70 AND 84, 6 FEET NORTHEAST OF A
 EO0270'TELEPHONE POLE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 EO0270'LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 EO0270'INCHES.
 EO0270
 EO0270                          STATION RECOVERY (1982)
 EO0270
 EO0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0270'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  17.2 KM (10.7
 EO0270'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM ITS JUNCTION WITH
 EO0270'STATE HIGHWAY 18 IN CLOVIS, NEW MEXICO, 0.4 KM (0.25 MI) SOUTHEAST OF
 EO0270'RAILROAD MILEPOST 2, 18.7 METERS (61.4 FT) NORTHEAST OF THE CENTERLINE
 EO0270'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 10.8 METERS (35.4 FT)
 EO0270'SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD.
 EO0270'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0270'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0205 ***********************************************************************
 EO0205  DESIGNATION -  N 1038
 EO0205  PID         -  EO0205
 EO0205  STATE/COUNTY-  TX/PARMER
 EO0205  USGS QUAD   -  PARMERTON (1965)
 EO0205
 EO0205                         *CURRENT SURVEY CONTROL
 EO0205  ___________________________________________________________________
 EO0205* NAD 83(1986)-  34 36 32.     (N)    102 45 42.     (W)     SCALED    
 EO0205* NAVD 88     -      1245.754  (meters)    4087.11   (feet)  ADJUSTED  
 EO0205  ___________________________________________________________________
 EO0205  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 EO0205  DYNAMIC HT  -        1244.140 (meters)    4081.82  (feet)  COMP
 EO0205  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 EO0205
 EO0205  VERT ORDER  -  FIRST     CLASS II
 EO0205
 EO0205.The horizontal coordinates were scaled from a topographic map and have
 EO0205.an estimated accuracy of +/- 6 seconds.
 EO0205
 EO0205.The orthometric height was determined by differential leveling
 EO0205.and adjusted by the National Geodetic Survey in June 1991..
 EO0205
 EO0205.The geoid height was determined by GEOID03.
 EO0205
 EO0205.The dynamic height is computed by dividing the NAVD 88
 EO0205.geopotential number by the normal gravity value computed on the
 EO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0205.degrees latitude (g = 980.6199 gals.).
 EO0205
 EO0205.The modeled gravity was interpolated from observed gravity values.
 EO0205
 EO0205;                    North         East    Units  Estimated Accuracy
 EO0205;SPC TX N     - 1,068,290.       84,280.      MT  (+/- 180 meters Scaled)
 EO0205
 EO0205                          SUPERSEDED SURVEY CONTROL
 EO0205
 EO0205  NGVD 29 (??/??/92) 1245.195  (m)         4085.28   (f) ADJ UNCH    1 2
 EO0205
 EO0205.Superseded values are not recommended for survey control.
 EO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0205.See file dsdata.txt to determine how the superseded data were derived.
 EO0205
 EO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU052319(NAD 83)
 EO0205_MARKER: DB = BENCH MARK DISK
 EO0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0205_STAMPING: N 1038 1958
 EO0205_MARK LOGO: CGS   
 EO0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0205+STABILITY: SURFACE MOTION
 EO0205
 EO0205  HISTORY     - Date     Condition        Report By
 EO0205  HISTORY     - 1958     MONUMENTED       CGS
 EO0205  HISTORY     - 1984     GOOD             NGS
 EO0205
 EO0205                          STATION DESCRIPTION
 EO0205
 EO0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0205'2.95 MI SW FROM FRIONA.
 EO0205'ABOUT 2.95 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0205'FROM THE STATION AT FRIONA, AT A PRIVATE ROAD CROSSING, 7 POLES
 EO0205'NORTHEAST OF MILE POST 625, 46 FEET SOUTHEAST OF THE NEAR RAIL, 97
 EO0205'FEET EAST OF THE CENTER LINE OF THE ROAD CROSSING, 8 FEET SOUTHEAST OF
 EO0205'A TELEPHONE POLE, 1 1/2 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF
 EO0205'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK, AND IN THE TOP OF
 EO0205'A CONCRETE POST PROJECTING 6 INCHES.
 EO0205
 EO0205                          STATION RECOVERY (1984)
 EO0205
 EO0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0058 ***********************************************************************
 EO0058  DESIGNATION -  N 1039
 EO0058  PID         -  EO0058
 EO0058  STATE/COUNTY-  TX/DEAF SMITH
 EO0058  USGS QUAD   -  HEREFORD (1970)
 EO0058
 EO0058                         *CURRENT SURVEY CONTROL
 EO0058  ___________________________________________________________________
 EO0058* NAD 83(1986)-  34 47 21.     (N)    102 25 53.     (W)     SCALED    
 EO0058* NAVD 88     -      1173.540  (meters)    3850.19   (feet)  ADJUSTED  
 EO0058  ___________________________________________________________________
 EO0058  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 EO0058  DYNAMIC HT  -        1172.056 (meters)    3845.32  (feet)  COMP
 EO0058  MODELED GRAV-     979,329.8   (mgal)                       NAVD 88
 EO0058
 EO0058  VERT ORDER  -  FIRST     CLASS II
 EO0058
 EO0058.The horizontal coordinates were scaled from a topographic map and have
 EO0058.an estimated accuracy of +/- 6 seconds.
 EO0058
 EO0058.The orthometric height was determined by differential leveling
 EO0058.and adjusted by the National Geodetic Survey in June 1991..
 EO0058
 EO0058.The geoid height was determined by GEOID03.
 EO0058
 EO0058.The dynamic height is computed by dividing the NAVD 88
 EO0058.geopotential number by the normal gravity value computed on the
 EO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0058.degrees latitude (g = 980.6199 gals.).
 EO0058
 EO0058.The modeled gravity was interpolated from observed gravity values.
 EO0058
 EO0058;                    North         East    Units  Estimated Accuracy
 EO0058;SPC TX N     - 1,087,950.      114,760.      MT  (+/- 180 meters Scaled)
 EO0058
 EO0058                          SUPERSEDED SURVEY CONTROL
 EO0058
 EO0058  NGVD 29 (??/??/92) 1173.028  (m)         3848.51   (f) ADJ UNCH    1 2
 EO0058
 EO0058.Superseded values are not recommended for survey control.
 EO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0058.See file dsdata.txt to determine how the superseded data were derived.
 EO0058
 EO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU350526(NAD 83)
 EO0058_MARKER: DB = BENCH MARK DISK
 EO0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0058_STAMPING: N 1039 1958
 EO0058_MARK LOGO: CGS   
 EO0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0058+STABILITY: SURFACE MOTION
 EO0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0058+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 EO0058
 EO0058  HISTORY     - Date     Condition        Report By
 EO0058  HISTORY     - 1958     MONUMENTED       CGS
 EO0058  HISTORY     - 1984     GOOD             NGS
 EO0058  HISTORY     - 19980929 GOOD             JCLS
 EO0058  HISTORY     - 20020314 GOOD             NGS
 EO0058
 EO0058                          STATION DESCRIPTION
 EO0058
 EO0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0058'2.7 MI SW FROM HEREFORD.
 EO0058'ABOUT 2.7 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0058'FROM THE STATION AT HEREFORD, 7 TELEPHONE POLES SOUTHWEST OF MILE POST
 EO0058'602, 46 FEET NORTHWEST OF THE NEAR RAIL, 99 FEET SOUTHEAST OF THE
 EO0058'CENTER LINE OF U. S. HIGHWAY 60, 2 FEET SOUTHWEST OF A METAL WITNESS
 EO0058'POST, ABOUT 4 FEET BELOW THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND
 EO0058'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0058
 EO0058                          STATION RECOVERY (1984)
 EO0058
 EO0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0058'RECOVERED IN GOOD CONDITION.
 EO0058
 EO0058                          STATION RECOVERY (1998)
 EO0058
 EO0058'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 EO0058'RECOVERED IN GOOD CONDITION.
 EO0058
 EO0058                          STATION RECOVERY (2002)
 EO0058
 EO0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0058'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS, THE RAILROAD IS
 EO0058'NOW THE
 EO0058'BURLINGTON NORTHERN SANTE FE,  DELETE 2 FT SOUTHWEST OF A WITNESS
 EO0058'POST, ADD 15.9 M
 EO0058'SOUTHEAST OF A UTILITY POLE, AND  0.4 M NORTHWEST OF A WITNESS POST.
 EO0058' 
 EO0058' 
 EO0058' 
 EO0058' 
 EO0058' 
 EO0058' 
 EO0058' 
 EO0058'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0127 ***********************************************************************
 BO0127  DESIGNATION -  N 104
 BO0127  PID         -  BO0127
 BO0127  STATE/COUNTY-  TX/CROCKETT
 BO0127  USGS QUAD   -  NOLEN DRAW (1982)
 BO0127
 BO0127                         *CURRENT SURVEY CONTROL
 BO0127  ___________________________________________________________________
 BO0127* NAD 83(1986)-  30 39 57.     (N)    100 57 58.     (W)     SCALED    
 BO0127* NAVD 88     -       740.174  (meters)    2428.39   (feet)  ADJUSTED  
 BO0127  ___________________________________________________________________
 BO0127  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 BO0127  DYNAMIC HT  -         739.094 (meters)    2424.84  (feet)  COMP
 BO0127  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 BO0127
 BO0127  VERT ORDER  -  FIRST     CLASS II
 BO0127
 BO0127.The horizontal coordinates were scaled from a topographic map and have
 BO0127.an estimated accuracy of +/- 6 seconds.
 BO0127
 BO0127.The orthometric height was determined by differential leveling
 BO0127.and adjusted by the National Geodetic Survey in June 1991..
 BO0127
 BO0127.The geoid height was determined by GEOID03.
 BO0127
 BO0127.The dynamic height is computed by dividing the NAVD 88
 BO0127.geopotential number by the normal gravity value computed on the
 BO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0127.degrees latitude (g = 980.6199 gals.).
 BO0127
 BO0127.The modeled gravity was interpolated from observed gravity values.
 BO0127
 BO0127;                    North         East    Units  Estimated Accuracy
 BO0127;SPC TX C     - 3,110,940.      639,360.      MT  (+/- 180 meters Scaled)
 BO0127
 BO0127                          SUPERSEDED SURVEY CONTROL
 BO0127
 BO0127  NGVD 29 (??/??/92)  739.976  (m)         2427.74   (f) ADJ UNCH    1 2
 BO0127
 BO0127.Superseded values are not recommended for survey control.
 BO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0127.See file dsdata.txt to determine how the superseded data were derived.
 BO0127
 BO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU116942(NAD 83)
 BO0127_MARKER: DB = BENCH MARK DISK
 BO0127_SETTING: 66 = SET IN ROCK OUTCROP
 BO0127_SP_SET: ROCK
 BO0127_STAMPING: N 104 1933 2427.738
 BO0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0127+STABILITY: POSITION/ELEVATION WELL
 BO0127
 BO0127  HISTORY     - Date     Condition        Report By
 BO0127  HISTORY     - 1933     MONUMENTED       CGS
 BO0127  HISTORY     - 1966     GOOD             NGS
 BO0127
 BO0127                          STATION DESCRIPTION
 BO0127
 BO0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0127'14.5 MI E FROM OZONA.
 BO0127'ABOUT 14.5 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE COURT HOUSE AT
 BO0127'OZONA, ABOUT 300 FEET SOUTH AND ACROSS THE HIGHWAY FROM A STEEL
 BO0127'WINDMILL AND WATER SUPPLY TANK, IN THE TOP OF A LIMESTONE ROCK AND
 BO0127'SURROUNDED BY A CIRCLE OF LOOSE ROCK, 124 FEET SOUTH OF THE CENTER
 BO0127'LINE OF THE HIGHWAY, 108 FEET SOUTH OF THE SOUTH HEADWALL OF A
 BO0127'CONCRETE CULVERT, 72 FEET SOUTH OF A FENCE LINE, AND ABOUT 2 FEET
 BO0127'LOWER THAN THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0017 ***********************************************************************
 EO0017  DESIGNATION -  N 1040
 EO0017  PID         -  EO0017
 EO0017  STATE/COUNTY-  TX/DEAF SMITH
 EO0017  USGS QUAD   -  DAWN (1984)
 EO0017
 EO0017                         *CURRENT SURVEY CONTROL
 EO0017  ___________________________________________________________________
 EO0017* NAD 83(1986)-  34 54 23.     (N)    102 12 23.     (W)     SCALED    
 EO0017* NAVD 88     -      1155.495  (meters)    3790.99   (feet)  ADJUSTED  
 EO0017  ___________________________________________________________________
 EO0017  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 EO0017  DYNAMIC HT  -        1154.057 (meters)    3786.27  (feet)  COMP
 EO0017  MODELED GRAV-     979,351.0   (mgal)                       NAVD 88
 EO0017
 EO0017  VERT ORDER  -  FIRST     CLASS II
 EO0017
 EO0017.The horizontal coordinates were scaled from a topographic map and have
 EO0017.an estimated accuracy of +/- 6 seconds.
 EO0017
 EO0017.The orthometric height was determined by differential leveling
 EO0017.and adjusted by the National Geodetic Survey in June 1991..
 EO0017
 EO0017.The geoid height was determined by GEOID03.
 EO0017
 EO0017.The dynamic height is computed by dividing the NAVD 88
 EO0017.geopotential number by the normal gravity value computed on the
 EO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0017.degrees latitude (g = 980.6199 gals.).
 EO0017
 EO0017.The modeled gravity was interpolated from observed gravity values.
 EO0017
 EO0017;                    North         East    Units  Estimated Accuracy
 EO0017;SPC TX N     - 1,100,780.      135,450.      MT  (+/- 180 meters Scaled)
 EO0017
 EO0017                          SUPERSEDED SURVEY CONTROL
 EO0017
 EO0017  NGVD 29 (??/??/92) 1154.961  (m)         3789.23   (f) ADJ UNCH    1 2
 EO0017
 EO0017.Superseded values are not recommended for survey control.
 EO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0017.See file dsdata.txt to determine how the superseded data were derived.
 EO0017
 EO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU552662(NAD 83)
 EO0017_MARKER: DB = BENCH MARK DISK
 EO0017_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EO0017_SP_SET: 17 1/2 FEET
 EO0017_STAMPING: N 1040 1958
 EO0017_MARK LOGO: CGS   
 EO0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0017
 EO0017  HISTORY     - Date     Condition        Report By
 EO0017  HISTORY     - 1958     MONUMENTED       CGS
 EO0017  HISTORY     - 1984     GOOD             NGS
 EO0017
 EO0017                          STATION DESCRIPTION
 EO0017
 EO0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0017'6.4 MI SW FROM UMBARGER.
 EO0017'ABOUT 6.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0017'FROM THE STATION AT UMBARGER, 79 FEET NORTHWEST OF MILE POST 587,
 EO0017'ABOUT 0.4 MILE SOUTHWEST OF THE DAWN SIDING SIGN, 3 TELEPHONE POLES
 EO0017'SOUTHWEST OF A ROAD CROSSING, 87 FEET NORTHWEST OF THE NEAR RAIL, 119
 EO0017'FEET WEST OF THE WEST CORNER OF A WOODEN BRIDGE, 2 FEET NORTHEAST OF A
 EO0017'METAL WITNESS POST, 10 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 85 FEET
 EO0017'SOUTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 60, AND ON THE TOP OF A
 EO0017'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 17 1/2 FEET
 EO0017'AND IS ENCASED IN A 6 INCH TILE PROJECTING 8 INCHES.
 EO0017
 EO0017                          STATION RECOVERY (1984)
 EO0017
 EO0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0017'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.1 KM
 EO0017'(12.5 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0017'RAILROAD FROM THE STATION IN HEREFORD.  DELETE=10 1/2 FEET SOUTHEAST
 EO0017'OF A TELEPHONE POLE.  ADD=0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0240 ***********************************************************************
 DM0240  DESIGNATION -  N 1041
 DM0240  PID         -  DM0240
 DM0240  STATE/COUNTY-  TX/TITUS
 DM0240  USGS QUAD   -  CASON (1980)
 DM0240
 DM0240                         *CURRENT SURVEY CONTROL
 DM0240  ___________________________________________________________________
 DM0240* NAD 83(1986)-  33 01 31.     (N)    094 51 09.     (W)     SCALED    
 DM0240* NAVD 88     -        93.185  (meters)     305.72   (feet)  ADJUSTED  
 DM0240  ___________________________________________________________________
 DM0240  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0240  DYNAMIC HT  -          93.082 (meters)     305.39  (feet)  COMP
 DM0240  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 DM0240
 DM0240  VERT ORDER  -  FIRST     CLASS II
 DM0240
 DM0240.The horizontal coordinates were scaled from a topographic map and have
 DM0240.an estimated accuracy of +/- 6 seconds.
 DM0240
 DM0240.The orthometric height was determined by differential leveling
 DM0240.and adjusted by the National Geodetic Survey in June 1991..
 DM0240
 DM0240.The geoid height was determined by GEOID03.
 DM0240
 DM0240.The dynamic height is computed by dividing the NAVD 88
 DM0240.geopotential number by the normal gravity value computed on the
 DM0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0240.degrees latitude (g = 980.6199 gals.).
 DM0240
 DM0240.The modeled gravity was interpolated from observed gravity values.
 DM0240
 DM0240;                    North         East    Units  Estimated Accuracy
 DM0240;SPC TXNC     - 2,156,570.      940,660.      MT  (+/- 180 meters Scaled)
 DM0240
 DM0240                          SUPERSEDED SURVEY CONTROL
 DM0240
 DM0240  NGVD 29 (??/??/92)   93.214  (m)          305.82   (f) ADJ UNCH    1 2
 DM0240
 DM0240.Superseded values are not recommended for survey control.
 DM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0240.See file dsdata.txt to determine how the superseded data were derived.
 DM0240
 DM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS269556(NAD 83)
 DM0240_MARKER: DB = BENCH MARK DISK
 DM0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0240_STAMPING: N 1041 1954
 DM0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0240+STABILITY: SURFACE MOTION
 DM0240
 DM0240  HISTORY     - Date     Condition        Report By
 DM0240  HISTORY     - 1954     MONUMENTED       CGS
 DM0240
 DM0240                          STATION DESCRIPTION
 DM0240
 DM0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0240'7.3 MI NE FROM PITTSBURG.
 DM0240'7.3 MILES NORTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0240'STATION AT PITTSBURG, 2 1/2 POLES WEST OF MILEPOST T - 91, 38 FEET
 DM0240'SOUTH OF THE SOUTH RAIL, 11 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 DM0240'WITNESS POST, 0.6 MILE WEST OF BENCH MARK W 1041, SET IN THE TOP OF A
 DM0240'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0224 ***********************************************************************
 CR0224  DESIGNATION -  N 1042
 CR0224  PID         -  CR0224
 CR0224  STATE/COUNTY-  TX/CASS
 CR0224  USGS QUAD   -  AVINGER (1962)
 CR0224
 CR0224                         *CURRENT SURVEY CONTROL
 CR0224  ___________________________________________________________________
 CR0224* NAD 83(1986)-  32 56 10.     (N)    094 34 04.     (W)     SCALED    
 CR0224* NAVD 88     -        78.129  (meters)     256.33   (feet)  ADJUSTED  
 CR0224  ___________________________________________________________________
 CR0224  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CR0224  DYNAMIC HT  -          78.042 (meters)     256.04  (feet)  COMP
 CR0224  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 CR0224
 CR0224  VERT ORDER  -  FIRST     CLASS II
 CR0224
 CR0224.The horizontal coordinates were scaled from a topographic map and have
 CR0224.an estimated accuracy of +/- 6 seconds.
 CR0224
 CR0224.The orthometric height was determined by differential leveling
 CR0224.and adjusted by the National Geodetic Survey in June 1991..
 CR0224
 CR0224.The geoid height was determined by GEOID03.
 CR0224
 CR0224.The dynamic height is computed by dividing the NAVD 88
 CR0224.geopotential number by the normal gravity value computed on the
 CR0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0224.degrees latitude (g = 980.6199 gals.).
 CR0224
 CR0224.The modeled gravity was interpolated from observed gravity values.
 CR0224
 CR0224;                    North         East    Units  Estimated Accuracy
 CR0224;SPC TXNC     - 2,147,650.      967,610.      MT  (+/- 180 meters Scaled)
 CR0224
 CR0224                          SUPERSEDED SURVEY CONTROL
 CR0224
 CR0224  NGVD 29 (??/??/92)   78.178  (m)          256.49   (f) ADJ UNCH    1 2
 CR0224
 CR0224.Superseded values are not recommended for survey control.
 CR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0224.See file dsdata.txt to determine how the superseded data were derived.
 CR0224
 CR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS534452(NAD 83)
 CR0224_MARKER: DB = BENCH MARK DISK
 CR0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0224_SP_SET: CULVERT
 CR0224_STAMPING: N 1042 1954
 CR0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0224
 CR0224  HISTORY     - Date     Condition        Report By
 CR0224  HISTORY     - 1954     MONUMENTED       CGS
 CR0224
 CR0224                          STATION DESCRIPTION
 CR0224
 CR0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0224'2.6 MI NW FROM AVINGER.
 CR0224'2.6 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0224'STATION AT AVINGER, 2 POLES NORTHWEST OF MILEPOST T - 70, 75 FEET
 CR0224'NORTHEAST OF THE NORTHEAST RAIL, 21 FEET SOUTHWEST OF THE CENTER LINE
 CR0224'OF STATE HIGHWAY 49, SET IN THE TOP OF THE NORTHWEST END OF THE
 CR0224'SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0109 ***********************************************************************
 DO0109  DESIGNATION -  N 1043
 DO0109  PID         -  DO0109
 DO0109  STATE/COUNTY-  TX/WICHITA
 DO0109  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0109
 DO0109                         *CURRENT SURVEY CONTROL
 DO0109  ___________________________________________________________________
 DO0109* NAD 83(1986)-  33 57 58.     (N)    098 28 53.     (W)     SCALED    
 DO0109* NAVD 88     -       305.560  (meters)    1002.49   (feet)  ADJUSTED  
 DO0109  ___________________________________________________________________
 DO0109  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DO0109  DYNAMIC HT  -         305.227 (meters)    1001.40  (feet)  COMP
 DO0109  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 DO0109
 DO0109  VERT ORDER  -  SECOND    CLASS 0
 DO0109
 DO0109.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0109
 DO0109.The horizontal coordinates were scaled from a topographic map and have
 DO0109.an estimated accuracy of +/- 6 seconds.
 DO0109
 DO0109.The orthometric height was determined by differential leveling
 DO0109.and adjusted by the National Geodetic Survey in June 1991..
 DO0109
 DO0109.The geoid height was determined by GEOID03.
 DO0109
 DO0109.The dynamic height is computed by dividing the NAVD 88
 DO0109.geopotential number by the normal gravity value computed on the
 DO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0109.degrees latitude (g = 980.6199 gals.).
 DO0109
 DO0109.The modeled gravity was interpolated from observed gravity values.
 DO0109
 DO0109;                    North         East    Units  Estimated Accuracy
 DO0109;SPC TXNC     - 2,255,000.      601,720.      MT  (+/- 180 meters Scaled)
 DO0109
 DO0109                          SUPERSEDED SURVEY CONTROL
 DO0109
 DO0109  NGVD 29 (??/??/92)  305.463  (m)         1002.17   (f) ADJ UNCH    2 0
 DO0109
 DO0109.Superseded values are not recommended for survey control.
 DO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0109.See file dsdata.txt to determine how the superseded data were derived.
 DO0109
 DO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC479585(NAD 83)
 DO0109_MARKER: DB = BENCH MARK DISK
 DO0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0109_STAMPING: N 1043 1957
 DO0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0109+STABILITY: SURFACE MOTION
 DO0109
 DO0109  HISTORY     - Date     Condition        Report By
 DO0109  HISTORY     - 1957     MONUMENTED       CGS
 DO0109  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0109  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0109  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0109
 DO0109                          STATION DESCRIPTION
 DO0109
 DO0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0109'5 MI N FROM WICHITA FALLS.
 DO0109'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE,
 DO0109'14700 FEET SOUTHEAST OF THE NORTH NORTHWEST END OF A PROPOSED RUNWAY,
 DO0109'1600 FEET SOUTH SOUTHEAST OF THE SOUTH SOUTHEAST END OF THE PROPOSED
 DO0109'RUNWAY,  ON THE EXTENDED CENTER LINE OF THE PROPOSED RUNWAY, 2 FEET
 DO0109'SOUTH SOUTHWEST OF OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DO0109'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 DO0109
 DO0109                          STATION RECOVERY (1972)
 DO0109
 DO0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0109'MARK NOT FOUND.
 DO0109
 DO0109                          STATION RECOVERY (1984)
 DO0109
 DO0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0109'MARK NOT FOUND.
 DO0109
 DO0109                          STATION RECOVERY (2001)
 DO0109
 DO0109'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0010 ***********************************************************************
 CT0010  DESIGNATION -  N 1048
 CT0010  PID         -  CT0010
 CT0010  STATE/COUNTY-  TX/PALO PINTO
 CT0010  USGS QUAD   -  BRAZOS EAST (1984)
 CT0010
 CT0010                         *CURRENT SURVEY CONTROL
 CT0010  ___________________________________________________________________
 CT0010* NAD 83(1986)-  32 40 33.     (N)    098 04 47.     (W)     SCALED    
 CT0010* NAVD 88     -       244.650  (meters)     802.66   (feet)  ADJUSTED  
 CT0010  ___________________________________________________________________
 CT0010  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CT0010  DYNAMIC HT  -         244.350 (meters)     801.67  (feet)  COMP
 CT0010  MODELED GRAV-     979,405.6   (mgal)                       NAVD 88
 CT0010
 CT0010  VERT ORDER  -  FIRST     CLASS II
 CT0010
 CT0010.The horizontal coordinates were scaled from a topographic map and have
 CT0010.an estimated accuracy of +/- 6 seconds.
 CT0010
 CT0010.The orthometric height was determined by differential leveling
 CT0010.and adjusted by the National Geodetic Survey in June 1991..
 CT0010
 CT0010.The geoid height was determined by GEOID03.
 CT0010
 CT0010.The dynamic height is computed by dividing the NAVD 88
 CT0010.geopotential number by the normal gravity value computed on the
 CT0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0010.degrees latitude (g = 980.6199 gals.).
 CT0010
 CT0010.The modeled gravity was interpolated from observed gravity values.
 CT0010
 CT0010;                    North         East    Units  Estimated Accuracy
 CT0010;SPC TXNC     - 2,111,990.      639,420.      MT  (+/- 180 meters Scaled)
 CT0010
 CT0010                          SUPERSEDED SURVEY CONTROL
 CT0010
 CT0010  NGVD 29 (??/??/92)  244.566  (m)          802.38   (f) ADJ UNCH    1 2
 CT0010
 CT0010.Superseded values are not recommended for survey control.
 CT0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0010.See file dsdata.txt to determine how the superseded data were derived.
 CT0010
 CT0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB862157(NAD 83)
 CT0010_MARKER: DB = BENCH MARK DISK
 CT0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0010_STAMPING: N 1048 1955
 CT0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0010+STABILITY: SURFACE MOTION
 CT0010
 CT0010  HISTORY     - Date     Condition        Report By
 CT0010  HISTORY     - 1955     MONUMENTED       CGS
 CT0010  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0010
 CT0010                          STATION DESCRIPTION
 CT0010
 CT0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0010'2.9 MI NE FROM BRAZOS.
 CT0010'2.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0010'STATION SIGN AT BRAZOS, 76.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 48
 CT0010'FEET SOUTH OF MILEPOST 298, 22.4 FEET SOUTHEAST OF A FENCE, 2.4 FEET
 CT0010'NORTHEAST OF A WITNESS POST, 8 FEET BELOW THE TOP OF THE RAILS, SET IN
 CT0010'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CT0010
 CT0010                          STATION RECOVERY (1983)
 CT0010
 CT0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0175 ***********************************************************************
 CT0175  DESIGNATION -  N 1049
 CT0175  PID         -  CT0175
 CT0175  STATE/COUNTY-  TX/EASTLAND
 CT0175  USGS QUAD   -  EASTLAND (1987)
 CT0175
 CT0175                         *CURRENT SURVEY CONTROL
 CT0175  ___________________________________________________________________
 CT0175* NAD 83(1986)-  32 24 51.     (N)    098 46 17.     (W)     SCALED    
 CT0175* NAVD 88     -       468.428  (meters)    1536.83   (feet)  ADJUSTED  
 CT0175  ___________________________________________________________________
 CT0175  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CT0175  DYNAMIC HT  -         467.828 (meters)    1534.87  (feet)  COMP
 CT0175  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 CT0175
 CT0175  VERT ORDER  -  FIRST     CLASS II
 CT0175
 CT0175.The horizontal coordinates were scaled from a topographic map and have
 CT0175.an estimated accuracy of +/- 6 seconds.
 CT0175
 CT0175.The orthometric height was determined by differential leveling
 CT0175.and adjusted by the National Geodetic Survey in June 1991..
 CT0175
 CT0175.The geoid height was determined by GEOID03.
 CT0175
 CT0175.The dynamic height is computed by dividing the NAVD 88
 CT0175.geopotential number by the normal gravity value computed on the
 CT0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0175.degrees latitude (g = 980.6199 gals.).
 CT0175
 CT0175.The modeled gravity was interpolated from observed gravity values.
 CT0175
 CT0175;                    North         East    Units  Estimated Accuracy
 CT0175;SPC TXNC     - 2,082,920.      574,470.      MT  (+/- 180 meters Scaled)
 CT0175
 CT0175                          SUPERSEDED SURVEY CONTROL
 CT0175
 CT0175  NGVD 29 (??/??/92)  468.286  (m)         1536.37   (f) ADJ UNCH    1 2
 CT0175
 CT0175.Superseded values are not recommended for survey control.
 CT0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0175.See file dsdata.txt to determine how the superseded data were derived.
 CT0175
 CT0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA214863(NAD 83)
 CT0175_MARKER: DB = BENCH MARK DISK
 CT0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0175_SP_SET: CULVERT
 CT0175_STAMPING: N 1049 1955
 CT0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0175
 CT0175  HISTORY     - Date     Condition        Report By
 CT0175  HISTORY     - 1955     MONUMENTED       CGS
 CT0175  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0175
 CT0175                          STATION DESCRIPTION
 CT0175
 CT0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0175'2.8 MI NE FROM EASTLAND.
 CT0175'2.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0175'STATION AT EASTLAND, 1 POLE NORTHEAST OF MILEPOST 348, 9 FEET
 CT0175'NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT BELOW THE TOP OF THE RAILS,
 CT0175'SET IN THE TOP OF THE CENTER OF THE NORTHWEST HEADWALL OF A TWIN 30
 CT0175'INCH CONCRETE PIPE CULVERT.
 CT0175
 CT0175                          STATION RECOVERY (2002)
 CT0175
 CT0175'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0039 ***********************************************************************
 CT0039  DESIGNATION -  N 1050
 CT0039  PID         -  CT0039
 CT0039  STATE/COUNTY-  TX/PALO PINTO
 CT0039  USGS QUAD   -  STRAWN EAST (1984)
 CT0039
 CT0039                         *CURRENT SURVEY CONTROL
 CT0039  ___________________________________________________________________
 CT0039* NAD 83(1986)-  32 32 25.     (N)    098 23 29.     (W)     SCALED    
 CT0039* NAVD 88     -       301.122  (meters)     987.93   (feet)  ADJUSTED  
 CT0039  ___________________________________________________________________
 CT0039  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0039  DYNAMIC HT  -         300.747 (meters)     986.70  (feet)  COMP
 CT0039  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 CT0039
 CT0039  VERT ORDER  -  FIRST     CLASS II
 CT0039
 CT0039.The horizontal coordinates were scaled from a topographic map and have
 CT0039.an estimated accuracy of +/- 6 seconds.
 CT0039
 CT0039.The orthometric height was determined by differential leveling
 CT0039.and adjusted by the National Geodetic Survey in June 1991..
 CT0039
 CT0039.The geoid height was determined by GEOID03.
 CT0039
 CT0039.The dynamic height is computed by dividing the NAVD 88
 CT0039.geopotential number by the normal gravity value computed on the
 CT0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0039.degrees latitude (g = 980.6199 gals.).
 CT0039
 CT0039.The modeled gravity was interpolated from observed gravity values.
 CT0039
 CT0039;                    North         East    Units  Estimated Accuracy
 CT0039;SPC TXNC     - 2,096,880.      610,200.      MT  (+/- 180 meters Scaled)
 CT0039
 CT0039                          SUPERSEDED SURVEY CONTROL
 CT0039
 CT0039  NGVD 29 (??/??/92)  301.021  (m)          987.60   (f) ADJ UNCH    1 2
 CT0039
 CT0039.Superseded values are not recommended for survey control.
 CT0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0039.See file dsdata.txt to determine how the superseded data were derived.
 CT0039
 CT0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB571004(NAD 83)
 CT0039_MARKER: DB = BENCH MARK DISK
 CT0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0039_STAMPING: N 1050 1956
 CT0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0039+STABILITY: SURFACE MOTION
 CT0039
 CT0039  HISTORY     - Date     Condition        Report By
 CT0039  HISTORY     - 1956     MONUMENTED       CGS
 CT0039  HISTORY     - 19980627 GOOD             USPSQD
 CT0039  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0039  HISTORY     - 20040327 GOOD             USPSQD
 CT0039
 CT0039                          STATION DESCRIPTION
 CT0039
 CT0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0039'1.4 MI SW FROM GORDON.
 CT0039'1.4 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0039'STATION AT GORDON, 13.3 FEET NORTHEAST OF MILEPOST 320, 59.5 FEET
 CT0039'SOUTHEAST OF THE SOUTHEAST RAIL, 114.8 FEET NORTHWEST OF THE CENTER
 CT0039'LINE OF STATE HIGHWAY 193, 4 FEET SOUTHWEST OF A WITNESS POST, SET IN
 CT0039'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CT0039
 CT0039                          STATION RECOVERY (1998)
 CT0039
 CT0039'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0039'RECOVERED IN GOOD CONDITION.
 CT0039
 CT0039                          STATION RECOVERY (2002)
 CT0039
 CT0039'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CT0039'MARK NOT FOUND.
 CT0039
 CT0039                          STATION RECOVERY (2004)
 CT0039
 CT0039'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0255 ***********************************************************************
 CT0255  DESIGNATION -  N 1051
 CT0255  PID         -  CT0255
 CT0255  STATE/COUNTY-  TX/PALO PINTO
 CT0255  USGS QUAD   -  STRAWN WEST (1967)
 CT0255
 CT0255                         *CURRENT SURVEY CONTROL
 CT0255  ___________________________________________________________________
 CT0255* NAD 83(1986)-  32 32 00.     (N)    098 34 30.     (W)     SCALED    
 CT0255* NAVD 88     -       337.307  (meters)    1106.65   (feet)  ADJUSTED  
 CT0255  ___________________________________________________________________
 CT0255  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0255  DYNAMIC HT  -         336.881 (meters)    1105.25  (feet)  COMP
 CT0255  MODELED GRAV-     979,366.9   (mgal)                       NAVD 88
 CT0255
 CT0255  VERT ORDER  -  FIRST     CLASS II
 CT0255
 CT0255.The horizontal coordinates were scaled from a topographic map and have
 CT0255.an estimated accuracy of +/- 6 seconds.
 CT0255
 CT0255.The orthometric height was determined by differential leveling
 CT0255.and adjusted by the National Geodetic Survey in June 1991..
 CT0255
 CT0255.The geoid height was determined by GEOID03.
 CT0255
 CT0255.The dynamic height is computed by dividing the NAVD 88
 CT0255.geopotential number by the normal gravity value computed on the
 CT0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0255.degrees latitude (g = 980.6199 gals.).
 CT0255
 CT0255.The modeled gravity was interpolated from observed gravity values.
 CT0255
 CT0255;                    North         East    Units  Estimated Accuracy
 CT0255;SPC TXNC     - 2,096,110.      592,960.      MT  (+/- 180 meters Scaled)
 CT0255
 CT0255                          SUPERSEDED SURVEY CONTROL
 CT0255
 CT0255  NGVD 29 (??/??/92)  337.190  (m)         1106.26   (f) ADJ UNCH    1 2
 CT0255
 CT0255.Superseded values are not recommended for survey control.
 CT0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0255.See file dsdata.txt to determine how the superseded data were derived.
 CT0255
 CT0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA399996(NAD 83)
 CT0255_MARKER: DB = BENCH MARK DISK
 CT0255_SETTING: 66 = SET IN ROCK OUTCROP
 CT0255_SP_SET: ROCK OUTCROP
 CT0255_STAMPING: N 1051 1956
 CT0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0255+STABILITY: POSITION/ELEVATION WELL
 CT0255
 CT0255  HISTORY     - Date     Condition        Report By
 CT0255  HISTORY     - 1956     MONUMENTED       CGS
 CT0255
 CT0255                          STATION DESCRIPTION
 CT0255
 CT0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0255'5.3 MI W FROM STRAWN.
 CT0255'5.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0255'AT STRAWN, 175 FEET NORTHEAST OF A PALO PINTO AND STEPHENS COUNTY LINE
 CT0255'MARKER, 45.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 12.1 FEET WEST OF A
 CT0255'WITNESS POST, 33 FEET NORTHWEST OF THE NORTHWEST END OF A MOTOR CAR
 CT0255'SETOFF, SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0409 ***********************************************************************
 CT0409  DESIGNATION -  N 1052
 CT0409  PID         -  CT0409
 CT0409  STATE/COUNTY-  TX/CALLAHAN
 CT0409  USGS QUAD   -  BAIRD (1966)
 CT0409
 CT0409                         *CURRENT SURVEY CONTROL
 CT0409  ___________________________________________________________________
 CT0409* NAD 83(1986)-  32 23 25.     (N)    099 23 39.     (W)     SCALED    
 CT0409* NAVD 88     -       524.182  (meters)    1719.75   (feet)  ADJUSTED  
 CT0409  ___________________________________________________________________
 CT0409  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CT0409  DYNAMIC HT  -         523.499 (meters)    1717.51  (feet)  COMP
 CT0409  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 CT0409
 CT0409  VERT ORDER  -  FIRST     CLASS II
 CT0409
 CT0409.The horizontal coordinates were scaled from a topographic map and have
 CT0409.an estimated accuracy of +/- 6 seconds.
 CT0409
 CT0409.The orthometric height was determined by differential leveling
 CT0409.and adjusted by the National Geodetic Survey in June 1991..
 CT0409
 CT0409.The geoid height was determined by GEOID03.
 CT0409
 CT0409.The dynamic height is computed by dividing the NAVD 88
 CT0409.geopotential number by the normal gravity value computed on the
 CT0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0409.degrees latitude (g = 980.6199 gals.).
 CT0409
 CT0409.The modeled gravity was interpolated from observed gravity values.
 CT0409
 CT0409;                    North         East    Units  Estimated Accuracy
 CT0409;SPC TXNC     - 2,080,600.      515,870.      MT  (+/- 180 meters Scaled)
 CT0409
 CT0409                          SUPERSEDED SURVEY CONTROL
 CT0409
 CT0409  NGVD 29 (??/??/92)  524.013  (m)         1719.20   (f) ADJ UNCH    1 2
 CT0409
 CT0409.Superseded values are not recommended for survey control.
 CT0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0409.See file dsdata.txt to determine how the superseded data were derived.
 CT0409
 CT0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA629837(NAD 83)
 CT0409_MARKER: DB = BENCH MARK DISK
 CT0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0409_SP_SET: FOUNDATION
 CT0409_STAMPING: N 1052 1956
 CT0409_MARK LOGO: CGS   
 CT0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0409
 CT0409  HISTORY     - Date     Condition        Report By
 CT0409  HISTORY     - 1956     MONUMENTED       CGS
 CT0409  HISTORY     - 1961     GOOD             NGS
 CT0409  HISTORY     - 1983     GOOD             NGS
 CT0409  HISTORY     - 20011014 GOOD             USPSQD
 CT0409
 CT0409                          STATION DESCRIPTION
 CT0409
 CT0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0409'IN BAIRD.
 CT0409'AT BAIRD, 9 FEET SOUTH OF THE SOUTH SIDE OF THE TEXAS AND PACIFIC
 CT0409'RAILROAD STATION, 64 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 CT0409'0.4 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE CONCRETE FOUNDATION
 CT0409'OF A RADIO ANTENNA, 1.2 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 CT0409'FOUNDATION.
 CT0409
 CT0409                          STATION RECOVERY (1961)
 CT0409
 CT0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0409'RECOVERED IN GOOD CONDITION.
 CT0409
 CT0409                          STATION RECOVERY (1983)
 CT0409
 CT0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0409'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  33.8 KM
 CT0409'(21.0 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0409'RAILROAD STATION IN ABILENE.
 CT0409
 CT0409                          STATION RECOVERY (2001)
 CT0409
 CT0409'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0204 ***********************************************************************
 CT0204  DESIGNATION -  N 1053
 CT0204  PID         -  CT0204
 CT0204  STATE/COUNTY-  TX/EASTLAND
 CT0204  USGS QUAD   -  CISCO NORTH (1987)
 CT0204
 CT0204                         *CURRENT SURVEY CONTROL
 CT0204  ___________________________________________________________________
 CT0204* NAD 83(1986)-  32 23 33.     (N)    098 59 22.     (W)     SCALED    
 CT0204* NAVD 88     -       498.368  (meters)    1635.06   (feet)  ADJUSTED  
 CT0204  ___________________________________________________________________
 CT0204  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CT0204  DYNAMIC HT  -         497.724 (meters)    1632.95  (feet)  COMP
 CT0204  MODELED GRAV-     979,331.9   (mgal)                       NAVD 88
 CT0204
 CT0204  VERT ORDER  -  FIRST     CLASS II
 CT0204
 CT0204.The horizontal coordinates were scaled from a topographic map and have
 CT0204.an estimated accuracy of +/- 6 seconds.
 CT0204
 CT0204.The orthometric height was determined by differential leveling
 CT0204.and adjusted by the National Geodetic Survey in June 1991..
 CT0204
 CT0204.The geoid height was determined by GEOID03.
 CT0204
 CT0204.The dynamic height is computed by dividing the NAVD 88
 CT0204.geopotential number by the normal gravity value computed on the
 CT0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0204.degrees latitude (g = 980.6199 gals.).
 CT0204
 CT0204.The modeled gravity was interpolated from observed gravity values.
 CT0204
 CT0204;                    North         East    Units  Estimated Accuracy
 CT0204;SPC TXNC     - 2,080,600.      553,950.      MT  (+/- 180 meters Scaled)
 CT0204
 CT0204                          SUPERSEDED SURVEY CONTROL
 CT0204
 CT0204  NGVD 29 (??/??/92)  498.219  (m)         1634.57   (f) ADJ UNCH    1 2
 CT0204
 CT0204.Superseded values are not recommended for survey control.
 CT0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0204.See file dsdata.txt to determine how the superseded data were derived.
 CT0204
 CT0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA009839(NAD 83)
 CT0204_MARKER: DB = BENCH MARK DISK
 CT0204_SETTING: 66 = SET IN ROCK OUTCROP
 CT0204_SP_SET: ROCK FLAT
 CT0204_STAMPING: N 1053 1956
 CT0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0204+STABILITY: POSITION/ELEVATION WELL
 CT0204
 CT0204  HISTORY     - Date     Condition        Report By
 CT0204  HISTORY     - 1956     MONUMENTED       CGS
 CT0204  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0204
 CT0204                          STATION DESCRIPTION
 CT0204
 CT0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0204'0.5 MI W FROM CISCO.
 CT0204'0.5 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0204'CISCO, 33 FEET SOUTH OF THE SOUTH RAIL, 52 FEET EAST OF THE 8TH POLE
 CT0204'WEST OF MILEPOST 361, 5 FEET BELOW THE TOP OF THE RAILS, FLUSH WITH
 CT0204'THE GROUND, SET IN THE TOP OF A LARGE FLAT LIMESTONE ROCK.
 CT0204
 CT0204                          STATION RECOVERY (1983)
 CT0204
 CT0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0204'THE ROCK WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0623 ***********************************************************************
 CU0623  DESIGNATION -  N 1054
 CU0623  PID         -  CU0623
 CU0623  STATE/COUNTY-  TX/MARTIN
 CU0623  USGS QUAD   -  STANTON SE (1966)
 CU0623
 CU0623                         *CURRENT SURVEY CONTROL
 CU0623  ___________________________________________________________________
 CU0623* NAD 83(1986)-  32 07 07.     (N)    101 49 02.     (W)     SCALED    
 CU0623* NAVD 88     -       824.369  (meters)    2704.62   (feet)  ADJUSTED  
 CU0623  ___________________________________________________________________
 CU0623  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 CU0623  DYNAMIC HT  -         823.225 (meters)    2700.86  (feet)  COMP
 CU0623  MODELED GRAV-     979,224.8   (mgal)                       NAVD 88
 CU0623
 CU0623  VERT ORDER  -  FIRST     CLASS II
 CU0623
 CU0623.The horizontal coordinates were scaled from a topographic map and have
 CU0623.an estimated accuracy of +/- 6 seconds.
 CU0623
 CU0623.The orthometric height was determined by differential leveling
 CU0623.and adjusted by the National Geodetic Survey in June 1991..
 CU0623
 CU0623.The geoid height was determined by GEOID03.
 CU0623
 CU0623.The dynamic height is computed by dividing the NAVD 88
 CU0623.geopotential number by the normal gravity value computed on the
 CU0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0623.degrees latitude (g = 980.6199 gals.).
 CU0623
 CU0623.The modeled gravity was interpolated from observed gravity values.
 CU0623
 CU0623;                    North         East    Units  Estimated Accuracy
 CU0623;SPC TXNC     - 2,055,060.      287,000.      MT  (+/- 180 meters Scaled)
 CU0623
 CU0623                          SUPERSEDED SURVEY CONTROL
 CU0623
 CU0623  NGVD 29 (??/??/92)  824.057  (m)         2703.59   (f) ADJ UNCH    1 2
 CU0623
 CU0623.Superseded values are not recommended for survey control.
 CU0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0623.See file dsdata.txt to determine how the superseded data were derived.
 CU0623
 CU0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA341570(NAD 83)
 CU0623_MARKER: DB = BENCH MARK DISK
 CU0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0623_SP_SET: CULVERT
 CU0623_STAMPING: N 1054 1956
 CU0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0623
 CU0623  HISTORY     - Date     Condition        Report By
 CU0623  HISTORY     - 1956     MONUMENTED       CGS
 CU0623  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0623
 CU0623                          STATION DESCRIPTION
 CU0623
 CU0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0623'1.8 MI SW FROM STANTON.
 CU0623'1.8 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0623'STATION AT STANTON, AT A ROAD CROSSING, 143 FEET WEST OF MILEPOST 536,
 CU0623'39 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST TRAFFIC LANE OF
 CU0623'U.S. HIGHWAY 80, 44 FEET NORTHWEST OF THE NORTHWEST RAIL, 24 FEET
 CU0623'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP OF THE
 CU0623'EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 CU0623
 CU0623                          STATION RECOVERY (1982)
 CU0623
 CU0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0568 ***********************************************************************
 CT0568  DESIGNATION -  N 1055
 CT0568  PID         -  CT0568
 CT0568  STATE/COUNTY-  TX/TAYLOR
 CT0568  USGS QUAD   -  MERKEL EAST (1984)
 CT0568
 CT0568                         *CURRENT SURVEY CONTROL
 CT0568  ___________________________________________________________________
 CT0568* NAD 83(1986)-  32 27 32.     (N)    099 55 42.     (W)     SCALED    
 CT0568* NAVD 88     -       548.558  (meters)    1799.73   (feet)  ADJUSTED  
 CT0568  ___________________________________________________________________
 CT0568  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CT0568  DYNAMIC HT  -         547.844 (meters)    1797.38  (feet)  COMP
 CT0568  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 CT0568
 CT0568  VERT ORDER  -  FIRST     CLASS II
 CT0568
 CT0568.The horizontal coordinates were scaled from a topographic map and have
 CT0568.an estimated accuracy of +/- 6 seconds.
 CT0568
 CT0568.The orthometric height was determined by differential leveling
 CT0568.and adjusted by the National Geodetic Survey in June 1991..
 CT0568
 CT0568.The geoid height was determined by GEOID03.
 CT0568
 CT0568.The dynamic height is computed by dividing the NAVD 88
 CT0568.geopotential number by the normal gravity value computed on the
 CT0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0568.degrees latitude (g = 980.6199 gals.).
 CT0568
 CT0568.The modeled gravity was interpolated from observed gravity values.
 CT0568
 CT0568;                    North         East    Units  Estimated Accuracy
 CT0568;SPC TXNC     - 2,088,760.      465,720.      MT  (+/- 180 meters Scaled)
 CT0568
 CT0568                          SUPERSEDED SURVEY CONTROL
 CT0568
 CT0568  NGVD 29 (??/??/92)  548.385  (m)         1799.16   (f) ADJ UNCH    1 2
 CT0568
 CT0568.Superseded values are not recommended for survey control.
 CT0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0568.See file dsdata.txt to determine how the superseded data were derived.
 CT0568
 CT0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA127916(NAD 83)
 CT0568_MARKER: DB = BENCH MARK DISK
 CT0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0568_SP_SET: CULVERT
 CT0568_STAMPING: N 1055 1956
 CT0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0568
 CT0568  HISTORY     - Date     Condition        Report By
 CT0568  HISTORY     - 1956     MONUMENTED       CGS
 CT0568  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0568  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CT0568  HISTORY     - 20011013 GOOD             USPSQD
 CT0568
 CT0568                          STATION DESCRIPTION
 CT0568
 CT0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0568'3.5 MI W FROM TYE.
 CT0568'3.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0568'OFFICE AT TYE, 2 1/2 POLES WEST OF A ROAD CROSSING, 1 1/2 POLES EAST
 CT0568'OF MILEPOST 418, 10 FEET SOUTH OF THE SOUTH RAIL, 3 FEET BELOW THE TOP
 CT0568'OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF
 CT0568'A CONCRETE CULVERT.
 CT0568
 CT0568                          STATION RECOVERY (1982)
 CT0568
 CT0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0568'THERE IS A NEW CONCRETE CULVERT AT THIS LOCATION.
 CT0568
 CT0568                          STATION RECOVERY (1994)
 CT0568
 CT0568'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0568'MARK NOT FOUND.
 CT0568
 CT0568                          STATION RECOVERY (2001)
 CT0568
 CT0568'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0272 ***********************************************************************
 CU0272  DESIGNATION -  N 1057
 CU0272  PID         -  CU0272
 CU0272  STATE/COUNTY-  TX/NOLAN
 CU0272  USGS QUAD   -  ROSCOE (1987)
 CU0272
 CU0272                         *CURRENT SURVEY CONTROL
 CU0272  ___________________________________________________________________
 CU0272* NAD 83(1986)-  32 27 07.     (N)    100 30 18.     (W)     SCALED    
 CU0272* NAVD 88     -       731.743  (meters)    2400.73   (feet)  POSTED    
 CU0272  ___________________________________________________________________
 CU0272  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CU0272  DYNAMIC HT  -         730.760 (meters)    2397.50  (feet)  COMP
 CU0272  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 CU0272
 CU0272  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CU0272
 CU0272.The horizontal coordinates were scaled from a topographic map and have
 CU0272.an estimated accuracy of +/- 6 seconds.
 CU0272
 CU0272.The orthometric height was determined by differential leveling
 CU0272.and adjusted by the National Geodetic Survey in 1992..
 CU0272.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CU0272.rate of 3.1 thru 4.0 mm/km.
 CU0272
 CU0272.The geoid height was determined by GEOID03.
 CU0272
 CU0272.The dynamic height is computed by dividing the NAVD 88
 CU0272.geopotential number by the normal gravity value computed on the
 CU0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0272.degrees latitude (g = 980.6199 gals.).
 CU0272
 CU0272.The modeled gravity was interpolated from observed gravity values.
 CU0272
 CU0272;                    North         East    Units  Estimated Accuracy
 CU0272;SPC TXNC     - 2,088,880.      411,500.      MT  (+/- 180 meters Scaled)
 CU0272
 CU0272                          SUPERSEDED SURVEY CONTROL
 CU0272
 CU0272  NGVD 29 (??/??/92)  731.471  (m)         2399.83   (f) ADJ UNCH    1 2
 CU0272
 CU0272.Superseded values are not recommended for survey control.
 CU0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0272.See file dsdata.txt to determine how the superseded data were derived.
 CU0272
 CU0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA585915(NAD 83)
 CU0272_MARKER: DB = BENCH MARK DISK
 CU0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0272_STAMPING: N 1057 1956
 CU0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0272+STABILITY: SURFACE MOTION
 CU0272
 CU0272  HISTORY     - Date     Condition        Report By
 CU0272  HISTORY     - 1956     MONUMENTED       CGS
 CU0272  HISTORY     - 1969     MARK NOT FOUND   USGS
 CU0272  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0272
 CU0272                          STATION DESCRIPTION
 CU0272
 CU0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0272'1.9 MI NE FROM ROSCOE.
 CU0272'1.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0272'STATION AT ROSCOE, 2 POLES SOUTHWEST OF A ROAD CROSSING, 86.6 FEET
 CU0272'NORTHWEST OF MILEPOST 454, 46 FEET NORTHWEST OF THE NORTHWEST RAIL, 2
 CU0272'FEET SOUTHEAST OF A FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, SET
 CU0272'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CU0272'GROUND.
 CU0272
 CU0272                          STATION RECOVERY (1969)
 CU0272
 CU0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0272'MARK NOT FOUND.
 CU0272
 CU0272                          STATION RECOVERY (1982)
 CU0272
 CU0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0363 ***********************************************************************
 CC0363  DESIGNATION -  N 1058
 CC0363  PID         -  CC0363
 CC0363  STATE/COUNTY-  TX/REEVES
 CC0363  USGS QUAD   -  TOYAH (1970)
 CC0363
 CC0363                         *CURRENT SURVEY CONTROL
 CC0363  ___________________________________________________________________
 CC0363* NAD 83(1986)-  31 15 32.     (N)    103 52 08.     (W)     SCALED    
 CC0363* NAVD 88     -       942.512  (meters)    3092.22   (feet)  ADJUSTED  
 CC0363  ___________________________________________________________________
 CC0363  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CC0363  DYNAMIC HT  -         941.116 (meters)    3087.64  (feet)  COMP
 CC0363  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 CC0363
 CC0363  VERT ORDER  -  FIRST     CLASS II
 CC0363
 CC0363.The horizontal coordinates were scaled from a topographic map and have
 CC0363.an estimated accuracy of +/- 6 seconds.
 CC0363
 CC0363.The orthometric height was determined by differential leveling
 CC0363.and adjusted by the National Geodetic Survey in June 1991..
 CC0363
 CC0363.The geoid height was determined by GEOID03.
 CC0363
 CC0363.The dynamic height is computed by dividing the NAVD 88
 CC0363.geopotential number by the normal gravity value computed on the
 CC0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0363.degrees latitude (g = 980.6199 gals.).
 CC0363
 CC0363.The modeled gravity was interpolated from observed gravity values.
 CC0363
 CC0363;                    North         East    Units  Estimated Accuracy
 CC0363;SPC TX C     - 3,181,860.      363,350.      MT  (+/- 180 meters Scaled)
 CC0363
 CC0363                          SUPERSEDED SURVEY CONTROL
 CC0363
 CC0363  NGVD 29 (??/??/92)  942.145  (m)         3091.02   (f) ADJ UNCH    1 2
 CC0363
 CC0363.Superseded values are not recommended for survey control.
 CC0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0363.See file dsdata.txt to determine how the superseded data were derived.
 CC0363
 CC0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ076588(NAD 83)
 CC0363_MARKER: DB = BENCH MARK DISK
 CC0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0363_STAMPING: N 1058 1956
 CC0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0363+STABILITY: SURFACE MOTION
 CC0363
 CC0363  HISTORY     - Date     Condition        Report By
 CC0363  HISTORY     - 1956     MONUMENTED       CGS
 CC0363
 CC0363                          STATION DESCRIPTION
 CC0363
 CC0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0363'4.5 MI NE FROM GOZAR.
 CC0363'4.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0363'STATION SIGN AT GOZAR, 41.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.4
 CC0363'FEET NORTHEAST OF MILEPOST 672, 1.6 FEET SOUTHWEST OF A WITNESS POST,
 CC0363'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CC0363'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0576 ***********************************************************************
 CU0576  DESIGNATION -  N 1059
 CU0576  PID         -  CU0576
 CU0576  STATE/COUNTY-  TX/HOWARD
 CU0576  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0576
 CU0576                         *CURRENT SURVEY CONTROL
 CU0576  ___________________________________________________________________
 CU0576* NAD 83(1986)-  32 15 28.     (N)    101 28 11.     (W)     SCALED    
 CU0576* NAVD 88     -       731.822  (meters)    2400.99   (feet)  ADJUSTED  
 CU0576  ___________________________________________________________________
 CU0576  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CU0576  DYNAMIC HT  -         730.819 (meters)    2397.70  (feet)  COMP
 CU0576  MODELED GRAV-     979,245.4   (mgal)                       NAVD 88
 CU0576
 CU0576  VERT ORDER  -  FIRST     CLASS II
 CU0576
 CU0576.The horizontal coordinates were scaled from a topographic map and have
 CU0576.an estimated accuracy of +/- 6 seconds.
 CU0576
 CU0576.The orthometric height was determined by differential leveling
 CU0576.and adjusted by the National Geodetic Survey in June 1991..
 CU0576
 CU0576.The geoid height was determined by GEOID03.
 CU0576
 CU0576.The dynamic height is computed by dividing the NAVD 88
 CU0576.geopotential number by the normal gravity value computed on the
 CU0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0576.degrees latitude (g = 980.6199 gals.).
 CU0576
 CU0576.The modeled gravity was interpolated from observed gravity values.
 CU0576
 CU0576;                    North         East    Units  Estimated Accuracy
 CU0576;SPC TXNC     - 2,069,510.      320,220.      MT  (+/- 180 meters Scaled)
 CU0576
 CU0576                          SUPERSEDED SURVEY CONTROL
 CU0576
 CU0576  NGVD 29 (??/??/92)  731.555  (m)         2400.11   (f) ADJ UNCH    1 2
 CU0576
 CU0576.Superseded values are not recommended for survey control.
 CU0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0576.See file dsdata.txt to determine how the superseded data were derived.
 CU0576
 CU0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA673716(NAD 83)
 CU0576_MARKER: DB = BENCH MARK DISK
 CU0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0576_SP_SET: FOUNDATION
 CU0576_STAMPING: N 1059 1956
 CU0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0576
 CU0576  HISTORY     - Date     Condition        Report By
 CU0576  HISTORY     - 1956     MONUMENTED       CGS
 CU0576  HISTORY     - 1965     GOOD             NGS
 CU0576  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0576
 CU0576                          STATION DESCRIPTION
 CU0576
 CU0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0576'0.45 MI NE FROM BIG SPRING.
 CU0576'0.45 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0576'STATION AT BIG SPRING, 12 1/2 RAILS NORTHEAST OF THE CENTER LINE OF
 CU0576'STATE HIGHWAY 350, 12 1/2 RAILS NORTHEAST OF A HIGHWAY OVERPASS, 33
 CU0576'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 2.0 FEET ABOVE
 CU0576'THE GROUND, SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 CU0576'FOUNDATION OF A RAILROAD FLOOD LIGHT TOWER.
 CU0576
 CU0576                          STATION RECOVERY (1965)
 CU0576
 CU0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CU0576'RECOVERED IN GOOD CONDITION.
 CU0576
 CU0576                          STATION RECOVERY (1982)
 CU0576
 CU0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0015 ***********************************************************************
 BP0015  DESIGNATION -  N 106
 BP0015  PID         -  BP0015
 BP0015  STATE/COUNTY-  TX/PECOS
 BP0015  USGS QUAD   -  BAKERSFIELD (1969)
 BP0015
 BP0015                         *CURRENT SURVEY CONTROL
 BP0015  ___________________________________________________________________
 BP0015* NAD 83(1986)-  30 53 41.     (N)    102 21 35.     (W)     SCALED    
 BP0015* NAVD 88     -       774.088  (meters)    2539.65   (feet)  ADJUSTED  
 BP0015  ___________________________________________________________________
 BP0015  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BP0015  DYNAMIC HT  -         772.959 (meters)    2535.95  (feet)  COMP
 BP0015  MODELED GRAV-     979,156.7   (mgal)                       NAVD 88
 BP0015
 BP0015  VERT ORDER  -  FIRST     CLASS II
 BP0015
 BP0015.The horizontal coordinates were scaled from a topographic map and have
 BP0015.an estimated accuracy of +/- 6 seconds.
 BP0015
 BP0015.The orthometric height was determined by differential leveling
 BP0015.and adjusted by the National Geodetic Survey in June 1991..
 BP0015
 BP0015.The geoid height was determined by GEOID03.
 BP0015
 BP0015.The dynamic height is computed by dividing the NAVD 88
 BP0015.geopotential number by the normal gravity value computed on the
 BP0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0015.degrees latitude (g = 980.6199 gals.).
 BP0015
 BP0015.The modeled gravity was interpolated from observed gravity values.
 BP0015
 BP0015;                    North         East    Units  Estimated Accuracy
 BP0015;SPC TX C     - 3,137,900.      506,290.      MT  (+/- 180 meters Scaled)
 BP0015
 BP0015                          SUPERSEDED SURVEY CONTROL
 BP0015
 BP0015  NGVD 29 (??/??/92)  773.817  (m)         2538.76   (f) ADJ UNCH    1 2
 BP0015
 BP0015.Superseded values are not recommended for survey control.
 BP0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0015.See file dsdata.txt to determine how the superseded data were derived.
 BP0015
 BP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ523209(NAD 83)
 BP0015_MARKER: DB = BENCH MARK DISK
 BP0015_SETTING: 66 = SET IN ROCK OUTCROP
 BP0015_SP_SET: ROCK OUTCROP
 BP0015_STAMPING: N 106 1933 2538.765
 BP0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0015+STABILITY: POSITION/ELEVATION WELL
 BP0015
 BP0015  HISTORY     - Date     Condition        Report By
 BP0015  HISTORY     - 1933     MONUMENTED       CGS
 BP0015  HISTORY     - 1958     GOOD             NGS
 BP0015
 BP0015                          STATION DESCRIPTION
 BP0015
 BP0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0015'31.35 MI E FROM FORT STOCKTON.
 BP0015'ABOUT 31.35 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0015'SANTA FE RAILWAY STATION AT FORT STOCKTON, IN THE TOP OF A FLAT ROCK
 BP0015'OUTCROP FLUSH WITH THE GROUND, 299 FEET SOUTH OF THE CENTER LINE OF
 BP0015'THE HIGHWAY, ABOUT 0.45 MILE EAST OF THE EAST END OF A LONG CONCRETE
 BP0015'HIGHWAY BRIDGE, 248 FEET SOUTH OF A WOODEN GATE IN THE SOUTH HIGHWAY
 BP0015'RIGHT OF WAY FENCE, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 BP0015'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0337 ***********************************************************************
 CU0337  DESIGNATION -  N 1060
 CU0337  PID         -  CU0337
 CU0337  STATE/COUNTY-  TX/MITCHELL
 CU0337  USGS QUAD   -  LAKE COLORADO CITY (1978)
 CU0337
 CU0337                         *CURRENT SURVEY CONTROL
 CU0337  ___________________________________________________________________
 CU0337* NAD 83(1986)-  32 21 35.     (N)    100 59 41.     (W)     SCALED    
 CU0337* NAVD 88     -       642.692  (meters)    2108.57   (feet)  ADJUSTED  
 CU0337  ___________________________________________________________________
 CU0337  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CU0337  DYNAMIC HT  -         641.830 (meters)    2105.74  (feet)  COMP
 CU0337  MODELED GRAV-     979,277.6   (mgal)                       NAVD 88
 CU0337
 CU0337  VERT ORDER  -  FIRST     CLASS II
 CU0337
 CU0337.The horizontal coordinates were scaled from a topographic map and have
 CU0337.an estimated accuracy of +/- 6 seconds.
 CU0337
 CU0337.The orthometric height was determined by differential leveling
 CU0337.and adjusted by the National Geodetic Survey in June 1991..
 CU0337
 CU0337.The geoid height was determined by GEOID03.
 CU0337
 CU0337.The dynamic height is computed by dividing the NAVD 88
 CU0337.geopotential number by the normal gravity value computed on the
 CU0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0337.degrees latitude (g = 980.6199 gals.).
 CU0337
 CU0337.The modeled gravity was interpolated from observed gravity values.
 CU0337
 CU0337;                    North         East    Units  Estimated Accuracy
 CU0337;SPC TXNC     - 2,079,640.      365,230.      MT  (+/- 180 meters Scaled)
 CU0337
 CU0337                          SUPERSEDED SURVEY CONTROL
 CU0337
 CU0337  NGVD 29 (??/??/92)  642.475  (m)         2107.85   (f) ADJ UNCH    1 2
 CU0337
 CU0337.Superseded values are not recommended for survey control.
 CU0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0337.See file dsdata.txt to determine how the superseded data were derived.
 CU0337
 CU0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA123820(NAD 83)
 CU0337_MARKER: DB = BENCH MARK DISK
 CU0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0337_STAMPING: N 1060 1956
 CU0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0337+STABILITY: SURFACE MOTION
 CU0337
 CU0337  HISTORY     - Date     Condition        Report By
 CU0337  HISTORY     - 1956     MONUMENTED       CGS
 CU0337
 CU0337                          STATION DESCRIPTION
 CU0337
 CU0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0337'1.0 MI NE FROM WESTBROOK.
 CU0337'1.0 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0337'SECTION FOREMANS HOUSE AT WESTBROOK, 87.5 FEET NORTHWEST OF THE 1ST
 CU0337'POLE SOUTHWEST OF MILEPOST 484, 45 FEET NORTHWEST OF THE NORTHWEST
 CU0337'RAIL, 2.4 FEET SOUTHEAST OF A FENCE, 2.4 FEET NORTHEAST OF A WITNESS
 CU0337'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CU0337'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0027 ***********************************************************************
 CC0027  DESIGNATION -  N 1061
 CC0027  PID         -  CC0027
 CC0027  STATE/COUNTY-  TX/MIDLAND
 CC0027  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0027
 CC0027                         *CURRENT SURVEY CONTROL
 CC0027  ___________________________________________________________________
 CC0027* NAD 83(1986)-  31 56 12.     (N)    102 12 20.     (W)     SCALED    
 CC0027* NAVD 88     -       869.427  (meters)    2852.45   (feet)  ADJUSTED  
 CC0027  ___________________________________________________________________
 CC0027  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CC0027  DYNAMIC HT  -         868.197 (meters)    2848.41  (feet)  COMP
 CC0027  MODELED GRAV-     979,196.0   (mgal)                       NAVD 88
 CC0027
 CC0027  VERT ORDER  -  FIRST     CLASS II
 CC0027
 CC0027.This mark is at Midland Intl (MAF) Airport (MAF)
 CC0027
 CC0027.The horizontal coordinates were scaled from a topographic map and have
 CC0027.an estimated accuracy of +/- 6 seconds.
 CC0027
 CC0027.The orthometric height was determined by differential leveling
 CC0027.and adjusted by the National Geodetic Survey in June 1991..
 CC0027
 CC0027.The geoid height was determined by GEOID03.
 CC0027
 CC0027.The dynamic height is computed by dividing the NAVD 88
 CC0027.geopotential number by the normal gravity value computed on the
 CC0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0027.degrees latitude (g = 980.6199 gals.).
 CC0027
 CC0027.The modeled gravity was interpolated from observed gravity values.
 CC0027
 CC0027;                    North         East    Units  Estimated Accuracy
 CC0027;SPC TX C     - 3,253,140.      522,970.      MT  (+/- 180 meters Scaled)
 CC0027
 CC0027                          SUPERSEDED SURVEY CONTROL
 CC0027
 CC0027  NGVD 29 (??/??/92)  869.040  (m)         2851.18   (f) ADJ UNCH    1 2
 CC0027
 CC0027.Superseded values are not recommended for survey control.
 CC0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0027.See file dsdata.txt to determine how the superseded data were derived.
 CC0027
 CC0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR641368(NAD 83)
 CC0027_MARKER: DB = BENCH MARK DISK
 CC0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0027_STAMPING: N 1061 1956
 CC0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0027+STABILITY: SURFACE MOTION
 CC0027
 CC0027  HISTORY     - Date     Condition        Report By
 CC0027  HISTORY     - 1956     MONUMENTED       CGS
 CC0027  HISTORY     - 1971     MARK NOT FOUND   NGS
 CC0027
 CC0027                          STATION DESCRIPTION
 CC0027
 CC0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0027'9.95 MI SW FROM MIDLAND.
 CC0027'9.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0027'STATION AT MIDLAND, THENCE 0.25 MILE NORTH ALONG THE ACCESS ROAD TO
 CC0027'THE MIDLAND AIR TERMINAL, THENCE 0.4 MILE NORTHEAST ALONG FIRST
 CC0027'STREET, THENCE 0.1 MILE NORTH ALONG THE WEST EDGE OF A CONCRETE APRON,
 CC0027'2.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE NEW CONTROL TOWER AT
 CC0027'THE MIDLAND AIR TERMINAL, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0027'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CC0027
 CC0027                          STATION RECOVERY (1971)
 CC0027
 CC0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CC0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0062 ***********************************************************************
 CC0062  DESIGNATION -  N 1062
 CC0062  PID         -  CC0062
 CC0062  STATE/COUNTY-  TX/ECTOR
 CC0062  USGS QUAD   -  ODESSA SW (1981)
 CC0062
 CC0062                         *CURRENT SURVEY CONTROL
 CC0062  ___________________________________________________________________
 CC0062* NAD 83(1986)-  31 47 13.     (N)    102 28 40.     (W)     SCALED    
 CC0062* NAVD 88     -       923.558  (meters)    3030.04   (feet)  ADJUSTED  
 CC0062  ___________________________________________________________________
 CC0062  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CC0062  DYNAMIC HT  -         922.253 (meters)    3025.76  (feet)  COMP
 CC0062  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 CC0062
 CC0062  VERT ORDER  -  FIRST     CLASS II
 CC0062
 CC0062.The horizontal coordinates were scaled from a topographic map and have
 CC0062.an estimated accuracy of +/- 6 seconds.
 CC0062
 CC0062.The orthometric height was determined by differential leveling
 CC0062.and adjusted by the National Geodetic Survey in June 1991..
 CC0062
 CC0062.The geoid height was determined by GEOID03.
 CC0062
 CC0062.The dynamic height is computed by dividing the NAVD 88
 CC0062.geopotential number by the normal gravity value computed on the
 CC0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0062.degrees latitude (g = 980.6199 gals.).
 CC0062
 CC0062.The modeled gravity was interpolated from observed gravity values.
 CC0062
 CC0062;                    North         East    Units  Estimated Accuracy
 CC0062;SPC TX C     - 3,237,010.      496,920.      MT  (+/- 180 meters Scaled)
 CC0062
 CC0062                          SUPERSEDED SURVEY CONTROL
 CC0062
 CC0062  NGVD 29 (??/??/92)  923.168  (m)         3028.76   (f) ADJ UNCH    1 2
 CC0062
 CC0062.Superseded values are not recommended for survey control.
 CC0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0062.See file dsdata.txt to determine how the superseded data were derived.
 CC0062
 CC0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR388195(NAD 83)
 CC0062_MARKER: DB = BENCH MARK DISK
 CC0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0062_SP_SET: CULVERT
 CC0062_STAMPING: N 1062 1956
 CC0062_MARK LOGO: CGS   
 CC0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0062
 CC0062  HISTORY     - Date     Condition        Report By
 CC0062  HISTORY     - 1956     MONUMENTED       CGS
 CC0062  HISTORY     - 1982     GOOD             NGS
 CC0062
 CC0062                          STATION DESCRIPTION
 CC0062
 CC0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0062'7.5 MI SW FROM ODESSA.
 CC0062'7.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0062'STATION AT ODESSA, 39 FEET NORTH OF THE 2ND POLE SOUTHWEST OF MILEPOST
 CC0062'581, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF
 CC0062'A CONCRETE PIPE CULVERT UNDER THE RAILROAD, 13.7 FEET SOUTHEAST OF THE
 CC0062'SOUTHEAST RAIL.
 CC0062
 CC0062                          STATION RECOVERY (1982)
 CC0062
 CC0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0062'12.5 KM (7.75 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0062'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, IN TOP OF AND 0.6
 CC0062'METER (2.0 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF
 CC0062'A CULVERT UNDER THE TRACKS AND 4.2 METERS (13.8 FT) SOUTH-SOUTHEAST OF
 CC0062'THE NEAR RAIL.
 CC0062'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0444 ***********************************************************************
 CC0444  DESIGNATION -  N 1063
 CC0444  PID         -  CC0444
 CC0444  STATE/COUNTY-  TX/REEVES
 CC0444  USGS QUAD   -  WORSHAM (1971)
 CC0444
 CC0444                         *CURRENT SURVEY CONTROL
 CC0444  ___________________________________________________________________
 CC0444* NAD 83(1986)-  31 20 49.     (N)    103 32 02.     (W)     SCALED    
 CC0444* NAVD 88     -       801.333  (meters)    2629.04   (feet)  POSTED    
 CC0444  ___________________________________________________________________
 CC0444  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CC0444  DYNAMIC HT  -         800.160 (meters)    2625.19  (feet)  COMP
 CC0444  MODELED GRAV-     979,155.9   (mgal)                       NAVD 88
 CC0444
 CC0444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0444
 CC0444.The horizontal coordinates were scaled from a topographic map and have
 CC0444.an estimated accuracy of +/- 6 seconds.
 CC0444
 CC0444.The orthometric height was determined by differential leveling
 CC0444.and adjusted by the National Geodetic Survey in 1992..
 CC0444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0444.rate of 0.0 thru 1.0 mm/km.
 CC0444
 CC0444.The geoid height was determined by GEOID03.
 CC0444
 CC0444.The dynamic height is computed by dividing the NAVD 88
 CC0444.geopotential number by the normal gravity value computed on the
 CC0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0444.degrees latitude (g = 980.6199 gals.).
 CC0444
 CC0444.The modeled gravity was interpolated from observed gravity values.
 CC0444
 CC0444;                    North         East    Units  Estimated Accuracy
 CC0444;SPC TX C     - 3,190,650.      395,520.      MT  (+/- 180 meters Scaled)
 CC0444
 CC0444                          SUPERSEDED SURVEY CONTROL
 CC0444
 CC0444  NGVD 29 (??/??/92)  801.218  (m)         2628.66   (f) ADJ UNCH    1 2
 CC0444
 CC0444.Superseded values are not recommended for survey control.
 CC0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0444.See file dsdata.txt to determine how the superseded data were derived.
 CC0444
 CC0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ394689(NAD 83)
 CC0444_MARKER: DB = BENCH MARK DISK
 CC0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0444_STAMPING: N 1063 1956
 CC0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0444+STABILITY: SURFACE MOTION
 CC0444
 CC0444  HISTORY     - Date     Condition        Report By
 CC0444  HISTORY     - 1956     MONUMENTED       CGS
 CC0444
 CC0444                          STATION DESCRIPTION
 CC0444
 CC0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0444'6.4 MI S FROM PECOS.
 CC0444'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0444'THENCE 4.8 MILES SOUTH ALONG STATE HIGHWAY 17, 0.25 MILE NORTH OF THE
 CC0444'NORTH END OF A CURVE IN THE HIGHWAY, 0.1 MILE SOUTH OF A CONCRETE
 CC0444'CULVERT, 53 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 45.2 FEET
 CC0444'EAST OF THE EAST RAIL OF THE PECOS VALLEY SOUTHERN RAILROAD, 6.4 FEET
 CC0444'NORTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.4
 CC0444'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0444'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0360 ***********************************************************************
 CC0360  DESIGNATION -  N 1066
 CC0360  PID         -  CC0360
 CC0360  STATE/COUNTY-  TX/REEVES
 CC0360  USGS QUAD   -  TOYAH (1970)
 CC0360
 CC0360                         *CURRENT SURVEY CONTROL
 CC0360  ___________________________________________________________________
 CC0360* NAD 83(1986)-  31 17 12.     (N)    103 49 50.     (W)     SCALED    
 CC0360* NAVD 88     -       907.989  (meters)    2978.96   (feet)  ADJUSTED  
 CC0360  ___________________________________________________________________
 CC0360  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CC0360  DYNAMIC HT  -         906.647 (meters)    2974.56  (feet)  COMP
 CC0360  MODELED GRAV-     979,131.6   (mgal)                       NAVD 88
 CC0360
 CC0360  VERT ORDER  -  FIRST     CLASS II
 CC0360
 CC0360.The horizontal coordinates were scaled from a topographic map and have
 CC0360.an estimated accuracy of +/- 6 seconds.
 CC0360
 CC0360.The orthometric height was determined by differential leveling
 CC0360.and adjusted by the National Geodetic Survey in June 1991..
 CC0360
 CC0360.The geoid height was determined by GEOID03.
 CC0360
 CC0360.The dynamic height is computed by dividing the NAVD 88
 CC0360.geopotential number by the normal gravity value computed on the
 CC0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0360.degrees latitude (g = 980.6199 gals.).
 CC0360
 CC0360.The modeled gravity was interpolated from observed gravity values.
 CC0360
 CC0360;                    North         East    Units  Estimated Accuracy
 CC0360;SPC TX C     - 3,184,820.      367,090.      MT  (+/- 180 meters Scaled)
 CC0360
 CC0360                          SUPERSEDED SURVEY CONTROL
 CC0360
 CC0360  NGVD 29 (??/??/92)  907.628  (m)         2977.78   (f) ADJ UNCH    1 2
 CC0360
 CC0360.Superseded values are not recommended for survey control.
 CC0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0360.See file dsdata.txt to determine how the superseded data were derived.
 CC0360
 CC0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ113619(NAD 83)
 CC0360_MARKER: DB = BENCH MARK DISK
 CC0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0360_STAMPING: N 1066 1956
 CC0360_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0360+STABILITY: SURFACE MOTION
 CC0360
 CC0360  HISTORY     - Date     Condition        Report By
 CC0360  HISTORY     - 1956     MONUMENTED       CGS
 CC0360  HISTORY     - 1981     GOOD             NGS
 CC0360  HISTORY     - 19901117 GOOD             USPSQD
 CC0360
 CC0360                          STATION DESCRIPTION
 CC0360
 CC0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0360'3.0 MI SW FROM TOYAH.
 CC0360'3.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0360'STATION AT TOYAH, 82.4 FEET SOUTHWEST OF MILEPOST 669, 41.1 FEET
 CC0360'SOUTHEAST OF THE SOUTHEAST RAIL, 41.9 FEET EAST OF THE EAST CORNER OF
 CC0360'A CATTLE GUARD, 19.7 FEET NORTHEAST OF A FENCE, 1.8 FEET NORTHEAST OF
 CC0360'A WITNESS POST, IN LINE WITH A ROW OF TELEPHONE POLES, SET IN THE TOP
 CC0360'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0360
 CC0360                          STATION RECOVERY (1981)
 CC0360
 CC0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0360'4.8 KM (2.95 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0360'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.6 KM (0.4 MI) SOUTHWEST
 CC0360'OF MILE POST 20, 54.2 METERS (178.0 FT) NORTHWEST OF THE CENTERLINE
 CC0360'OF THE WEST BOUND LANES OF THE HIGHWAY, 28.3 METERS (93.0 FT)
 CC0360'SOUTHWEST OF MISSOURI PACIFIC RAILROAD MILE POST 669, 24.7 METERS
 CC0360'(81.0 FT) NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD, AND 12.5
 CC0360'METERS (41.1 FT) SOUTHEAST OF THE NEAR RAIL.
 CC0360'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CC0360'THE MARK IS 0.3 M BELOW THE ROAD.
 CC0360
 CC0360                          STATION RECOVERY (1990)
 CC0360
 CC0360'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CC0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0510 ***********************************************************************
 CC0510  DESIGNATION -  N 1067
 CC0510  PID         -  CC0510
 CC0510  STATE/COUNTY-  TX/REEVES
 CC0510  USGS QUAD   -  MENTONE (1981)
 CC0510
 CC0510                         *CURRENT SURVEY CONTROL
 CC0510  ___________________________________________________________________
 CC0510* NAD 83(1986)-  31 38 28.     (N)    103 35 59.     (W)     SCALED    
 CC0510* NAVD 88     -       813.390  (meters)    2668.60   (feet)  ADJUSTED  
 CC0510  ___________________________________________________________________
 CC0510  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CC0510  DYNAMIC HT  -         812.197 (meters)    2664.68  (feet)  COMP
 CC0510  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 CC0510
 CC0510  VERT ORDER  -  FIRST     CLASS II
 CC0510
 CC0510.The horizontal coordinates were scaled from a topographic map and have
 CC0510.an estimated accuracy of +/- 6 seconds.
 CC0510
 CC0510.The orthometric height was determined by differential leveling
 CC0510.and adjusted by the National Geodetic Survey in June 1991..
 CC0510
 CC0510.The geoid height was determined by GEOID03.
 CC0510
 CC0510.The dynamic height is computed by dividing the NAVD 88
 CC0510.geopotential number by the normal gravity value computed on the
 CC0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0510.degrees latitude (g = 980.6199 gals.).
 CC0510
 CC0510.The modeled gravity was interpolated from observed gravity values.
 CC0510
 CC0510;                    North         East    Units  Estimated Accuracy
 CC0510;SPC TX C     - 3,223,430.      390,210.      MT  (+/- 180 meters Scaled)
 CC0510
 CC0510                          SUPERSEDED SURVEY CONTROL
 CC0510
 CC0510  NGVD 29 (??/??/92)  813.011  (m)         2667.35   (f) ADJ UNCH    1 2
 CC0510
 CC0510.Superseded values are not recommended for survey control.
 CC0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0510.See file dsdata.txt to determine how the superseded data were derived.
 CC0510
 CC0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR327015(NAD 83)
 CC0510_MARKER: DB = BENCH MARK DISK
 CC0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0510_STAMPING: N 1067 1956
 CC0510_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0510+STABILITY: SURFACE MOTION
 CC0510
 CC0510  HISTORY     - Date     Condition        Report By
 CC0510  HISTORY     - 1956     MONUMENTED       CGS
 CC0510  HISTORY     - 1981     GOOD             NGS
 CC0510
 CC0510                          STATION DESCRIPTION
 CC0510
 CC0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0510'2.8 MI SE FROM ARNO.
 CC0510'2.8 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0510'SECTION FOREMANS HOUSE AT ARNO, 23.7 FEET SOUTHEAST OF MILEPOST 254,
 CC0510'IN LINE WITH A ROW OF TELEPHONE POLES, 30.2 FEET SOUTHWEST OF THE
 CC0510'SOUTHWEST RAIL, 29.9 FEET WEST OF A VERTICAL SECTION OF RAIL WHICH WAS
 CC0510'FORMERLY MILEPOST 254, 49.7 FEET WEST OF THE WEST CORNER OF A MOTOR
 CC0510'CAR SETOFF, 2.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CC0510'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0510
 CC0510                          STATION RECOVERY (1981)
 CC0510
 CC0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0510'27.7 KM (17.2 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0510'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0510'PECOS, 15.1 METERS (49.7 FT) WEST OF THE WEST CORNER OF A WOODEN
 CC0510'MOTORCAR SET-OFF, 9.2 METERS (30.2 FT) SOUTHWEST OF THE NEAR RAIL
 CC0510'AND 9.1 METERS (30.0 FT) WEST OF MILE POST 254.
 CC0510'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 CC0510'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0090 ***********************************************************************
 CD0090  DESIGNATION -  N 1068
 CD0090  PID         -  CD0090
 CD0090  STATE/COUNTY-  TX/CULBERSON
 CD0090  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0090
 CD0090                         *CURRENT SURVEY CONTROL
 CD0090  ___________________________________________________________________
 CD0090* NAD 83(1986)-  31 06 11.     (N)    104 06 57.     (W)     SCALED    
 CD0090* NAVD 88     -      1196.818  (meters)    3926.56   (feet)  ADJUSTED  
 CD0090  ___________________________________________________________________
 CD0090  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 CD0090  DYNAMIC HT  -        1194.979 (meters)    3920.53  (feet)  COMP
 CD0090  MODELED GRAV-     979,062.8   (mgal)                       NAVD 88
 CD0090
 CD0090  VERT ORDER  -  FIRST     CLASS II
 CD0090
 CD0090.The horizontal coordinates were scaled from a topographic map and have
 CD0090.an estimated accuracy of +/- 6 seconds.
 CD0090
 CD0090.The orthometric height was determined by differential leveling
 CD0090.and adjusted by the National Geodetic Survey in June 1991..
 CD0090
 CD0090.The geoid height was determined by GEOID03.
 CD0090
 CD0090.The dynamic height is computed by dividing the NAVD 88
 CD0090.geopotential number by the normal gravity value computed on the
 CD0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0090.degrees latitude (g = 980.6199 gals.).
 CD0090
 CD0090.The modeled gravity was interpolated from observed gravity values.
 CD0090
 CD0090;                    North         East    Units  Estimated Accuracy
 CD0090;SPC TX C     - 3,165,370.      339,260.      MT  (+/- 180 meters Scaled)
 CD0090
 CD0090                          SUPERSEDED SURVEY CONTROL
 CD0090
 CD0090  NGVD 29 (??/??/92) 1196.361  (m)         3925.06   (f) ADJ UNCH    1 2
 CD0090
 CD0090.Superseded values are not recommended for survey control.
 CD0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0090.See file dsdata.txt to determine how the superseded data were derived.
 CD0090
 CD0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ843413(NAD 83)
 CD0090_MARKER: DB = BENCH MARK DISK
 CD0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0090_STAMPING: N 1068 1956
 CD0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0090+STABILITY: SURFACE MOTION
 CD0090
 CD0090  HISTORY     - Date     Condition        Report By
 CD0090  HISTORY     - 1956     MONUMENTED       CGS
 CD0090  HISTORY     - 1970     GOOD             USGS
 CD0090
 CD0090                          STATION DESCRIPTION
 CD0090
 CD0090'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CD0090'4.35 MI SW FROM SAN MARTINE.
 CD0090'4.35 MILES SW ALONG THE TEXAS AND PACIFIC RR FROM THE ROAD CROSSING AT
 CD0090'SAN MARTINE, 1400 FEET S OF N END OF LOVINSON SWITCH, 1 1/2 POLES S OF
 CD0090'MILEPOST 691, 70 FT. E OF E RAIL OF MAIN TRACK, 2 FT. W OF A FENCE, 2
 CD0090'FT. S OF A WITNESS POST, 8 FT BELOW THE TOP OF THE RAILS, SET IN THE
 CD0090'TOP OF A CONCRETE POST WHICH IS 0.2 FT UNDER GROUND. NOTE-- THE MARK
 CD0090'IS EAST OF THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0174 ***********************************************************************
 CD0174  DESIGNATION -  N 1069
 CD0174  PID         -  CD0174
 CD0174  STATE/COUNTY-  TX/CULBERSON
 CD0174  USGS QUAD   -  PLATEAU (1979)
 CD0174
 CD0174                         *CURRENT SURVEY CONTROL
 CD0174  ___________________________________________________________________
 CD0174* NAD 83(1986)-  31 04 02.     (N)    104 30 05.     (W)     SCALED    
 CD0174* NAVD 88     -      1244.646  (meters)    4083.48   (feet)  ADJUSTED  
 CD0174  ___________________________________________________________________
 CD0174  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 CD0174  DYNAMIC HT  -        1242.711 (meters)    4077.13  (feet)  COMP
 CD0174  MODELED GRAV-     979,042.8   (mgal)                       NAVD 88
 CD0174
 CD0174  VERT ORDER  -  FIRST     CLASS II
 CD0174
 CD0174.The horizontal coordinates were scaled from a topographic map and have
 CD0174.an estimated accuracy of +/- 6 seconds.
 CD0174
 CD0174.The orthometric height was determined by differential leveling
 CD0174.and adjusted by the National Geodetic Survey in June 1991..
 CD0174
 CD0174.The geoid height was determined by GEOID03.
 CD0174
 CD0174.The dynamic height is computed by dividing the NAVD 88
 CD0174.geopotential number by the normal gravity value computed on the
 CD0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0174.degrees latitude (g = 980.6199 gals.).
 CD0174
 CD0174.The modeled gravity was interpolated from observed gravity values.
 CD0174
 CD0174;                    North         East    Units  Estimated Accuracy
 CD0174;SPC TX C     - 3,162,710.      302,350.      MT  (+/- 180 meters Scaled)
 CD0174
 CD0174                          SUPERSEDED SURVEY CONTROL
 CD0174
 CD0174  NGVD 29 (??/??/92) 1244.152  (m)         4081.86   (f) ADJ UNCH    1 2
 CD0174
 CD0174.Superseded values are not recommended for survey control.
 CD0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0174.See file dsdata.txt to determine how the superseded data were derived.
 CD0174
 CD0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ475371(NAD 83)
 CD0174_MARKER: DB = BENCH MARK DISK
 CD0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0174_STAMPING: N 1069 1956
 CD0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0174+STABILITY: SURFACE MOTION
 CD0174
 CD0174  HISTORY     - Date     Condition        Report By
 CD0174  HISTORY     - 1956     MONUMENTED       CGS
 CD0174
 CD0174                          STATION DESCRIPTION
 CD0174
 CD0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0174'3.35 MI E FROM PLATEAU.
 CD0174'3.35 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0174'FOREMANS HOUSE AT PLATEAU, 12 1/2 POLES EAST OF MILEPOST 716, 175 FEET
 CD0174'SOUTH OF THE SOUTH RAIL, 126 FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A
 CD0174'FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CD0174'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0176 ***********************************************************************
 CC0176  DESIGNATION -  N 107
 CC0176  PID         -  CC0176
 CC0176  STATE/COUNTY-  TX/PECOS
 CC0176  USGS QUAD   -  GRANDFALLS SW (1969)
 CC0176
 CC0176                         *CURRENT SURVEY CONTROL
 CC0176  ___________________________________________________________________
 CC0176* NAD 83(1986)-  31 18 13.     (N)    102 52 55.     (W)     SCALED    
 CC0176* NAVD 88     -       744.949  (meters)    2444.05   (feet)  ADJUSTED  
 CC0176  ___________________________________________________________________
 CC0176  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CC0176  DYNAMIC HT  -         743.898 (meters)    2440.61  (feet)  COMP
 CC0176  MODELED GRAV-     979,204.3   (mgal)                       NAVD 88
 CC0176
 CC0176  VERT ORDER  -  FIRST     CLASS II
 CC0176
 CC0176.The horizontal coordinates were scaled from a topographic map and have
 CC0176.an estimated accuracy of +/- 6 seconds.
 CC0176
 CC0176.The orthometric height was determined by differential leveling
 CC0176.and adjusted by the National Geodetic Survey in June 1991..
 CC0176
 CC0176.The geoid height was determined by GEOID03.
 CC0176
 CC0176.The dynamic height is computed by dividing the NAVD 88
 CC0176.geopotential number by the normal gravity value computed on the
 CC0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0176.degrees latitude (g = 980.6199 gals.).
 CC0176
 CC0176.The modeled gravity was interpolated from observed gravity values.
 CC0176
 CC0176;                    North         East    Units  Estimated Accuracy
 CC0176;SPC TX C     - 3,184,240.      457,420.      MT  (+/- 180 meters Scaled)
 CC0176
 CC0176                          SUPERSEDED SURVEY CONTROL
 CC0176
 CC0176  NGVD 29 (??/??/92)  744.672  (m)         2443.14   (f) ADJ UNCH    1 2
 CC0176
 CC0176.Superseded values are not recommended for survey control.
 CC0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0176.See file dsdata.txt to determine how the superseded data were derived.
 CC0176
 CC0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ015651(NAD 83)
 CC0176_MARKER: DB = BENCH MARK DISK
 CC0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0176_STAMPING: N 107 1933 2443.145
 CC0176_MARK LOGO: CGS   
 CC0176_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0176+STABILITY: SURFACE MOTION
 CC0176
 CC0176  HISTORY     - Date     Condition        Report By
 CC0176  HISTORY     - 1933     MONUMENTED       CGS
 CC0176  HISTORY     - 1958     GOOD             NGS
 CC0176  HISTORY     - 1981     GOOD             NGS
 CC0176
 CC0176                          STATION DESCRIPTION
 CC0176
 CC0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0176'3.4 MI S FROM GRANDFALLS.
 CC0176'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 82 FROM THE FIRST BAPTIST
 CC0176'CHURCH AT GRANDFALLS, 104 FEET NORTHWEST OF THE CENTER LINE OF THE
 CC0176'HIGHWAY, ABOUT 0.25 MILE SOUTHWEST OF A CONCRETE BRIDGE OVER THE PECOS
 CC0176'RIVER, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS SOUTH AND
 CC0176'NORTHEAST, 98 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 30
 CC0176'FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 28 1/2 FEET NORTHWEST OF THE
 CC0176'NORTHWEST RIGHT OF WAY FENCE, 2 FEET NORTHWEST OF A CONCRETE WITNESS
 CC0176'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CC0176
 CC0176                          STATION RECOVERY (1981)
 CC0176
 CC0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0176'5.5 KM (3.4 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0176'WITH STATE HIGHWAY 329 IN GRANDFALLS, AT THE NORTH END OF A CURVE
 CC0176'IN THE HIGHWAY, 135.3 METERS (444.0 FT) SOUTHWEST OF THE CENTER OF
 CC0176'A DIRT ROAD LEADING WEST, 96.0 METERS (315.0 FT) NORTHEAST OF THE
 CC0176'CENTER OF A POWERLINE CROSSING, 74.1 METERS (243.O FT) NORTHEAST OF
 CC0176'A T-FENCE CORNER, 34.7 METERS (114.0 FT) NORTHWEST OF THE CENTERLINE
 CC0176'OF THE HIGHWAY, 9.1 METERS (30.0 FT) NORTH-NORTHWEST OF THE SECOND
 CC0176'UTILITY POLE NORTHEAST OF A POWERLINE CROSSING, 8.4 METERS (27.5 FT)
 CC0176'NORTHWEST OF A FENCE AND 0.7 METERS (2.4 FT) NORTHWEST OF A CONCRETE
 CC0176'WITNESS POST.
 CC0176'THE MARK IS 8.4 METERS  NW FROM A WITNESS POST.
 CC0176'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0850 ***********************************************************************
 CD0850  DESIGNATION -  N 1070
 CD0850  PID         -  CD0850
 CD0850  STATE/COUNTY-  TX/CULBERSON
 CD0850  USGS QUAD   -  VAN HORN (1979)
 CD0850
 CD0850                         *CURRENT SURVEY CONTROL
 CD0850  ___________________________________________________________________
 CD0850* NAD 83(1986)-  31 03 34.     (N)    104 48 05.     (W)     SCALED    
 CD0850* NAVD 88     -      1214.514  (meters)    3984.62   (feet)  ADJUSTED  
 CD0850  ___________________________________________________________________
 CD0850  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0850  DYNAMIC HT  -        1212.607 (meters)    3978.36  (feet)  COMP
 CD0850  MODELED GRAV-     979,028.6   (mgal)                       NAVD 88
 CD0850
 CD0850  VERT ORDER  -  FIRST     CLASS II
 CD0850
 CD0850.The horizontal coordinates were scaled from a topographic map and have
 CD0850.an estimated accuracy of +/- 6 seconds.
 CD0850
 CD0850.The orthometric height was determined by differential leveling
 CD0850.and adjusted by the National Geodetic Survey in June 1991..
 CD0850
 CD0850.The geoid height was determined by GEOID03.
 CD0850
 CD0850.The dynamic height is computed by dividing the NAVD 88
 CD0850.geopotential number by the normal gravity value computed on the
 CD0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0850.degrees latitude (g = 980.6199 gals.).
 CD0850
 CD0850.The modeled gravity was interpolated from observed gravity values.
 CD0850
 CD0850;                    North         East    Units  Estimated Accuracy
 CD0850;SPC TX C     - 3,162,960.      273,710.      MT  (+/- 180 meters Scaled)
 CD0850
 CD0850                          SUPERSEDED SURVEY CONTROL
 CD0850
 CD0850  NGVD 29 (??/??/92) 1214.024  (m)         3983.01   (f) ADJ UNCH    1 2
 CD0850
 CD0850.Superseded values are not recommended for survey control.
 CD0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0850.See file dsdata.txt to determine how the superseded data were derived.
 CD0850
 CD0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ189362(NAD 83)
 CD0850_MARKER: DB = BENCH MARK DISK
 CD0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0850_SP_SET: CONCRETE POST
 CD0850_STAMPING: N 1070 1956
 CD0850_MARK LOGO: CGS   
 CD0850_PROJECTION: PROJECTING 5 CENTIMETERS
 CD0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0850+STABILITY: SURFACE MOTION
 CD0850
 CD0850  HISTORY     - Date     Condition        Report By
 CD0850  HISTORY     - 1956     MONUMENTED       CGS
 CD0850  HISTORY     - 1981     GOOD             NGS
 CD0850
 CD0850                          STATION DESCRIPTION
 CD0850
 CD0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0850'4.5 KM (2.8 MI) NE FROM VAN HORN.
 CD0850'1.4 KM (0.85 MI) NORTH ALONG U.S. HIGHWAY 90 AND STATE HIGHWAY 54
 CD0850'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, THENCE
 CD0850'3.1 KM (1.95 MI) NORTHEAST ALONG FARM ROAD 2185, 33.5 METERS
 CD0850'(110.0 FT) SOUTHWEST OF A UTILITY POLE WITH NO WIRES, 14.9 METERS
 CD0850'(49.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 0.8 METER
 CD0850'(2.6 FT) SOUTHWEST OF A 4X4 INCH WOODEN WITNESS POST, AND 0.5 METER
 CD0850'(1.6 FT) NORTH-NORTHWEST OF A FENCE.
 CD0850'THE MARK IS 0.5 METERS  ENE FROM A WITNESS POST.
 CD0850'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0545 ***********************************************************************
 CD0545  DESIGNATION -  N 1071
 CD0545  PID         -  CD0545
 CD0545  STATE/COUNTY-  TX/HUDSPETH
 CD0545  USGS QUAD   -  DOME PEAK (1964)
 CD0545
 CD0545                         *CURRENT SURVEY CONTROL
 CD0545  ___________________________________________________________________
 CD0545* NAD 83(1986)-  31 07 31.     (N)    105 11 17.     (W)     SCALED    
 CD0545* NAVD 88     -      1336.907  (meters)    4386.17   (feet)  ADJUSTED  
 CD0545  ___________________________________________________________________
 CD0545  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CD0545  DYNAMIC HT  -        1334.777 (meters)    4379.18  (feet)  COMP
 CD0545  MODELED GRAV-     979,001.1   (mgal)                       NAVD 88
 CD0545
 CD0545  VERT ORDER  -  FIRST     CLASS II
 CD0545
 CD0545.The horizontal coordinates were scaled from a topographic map and have
 CD0545.an estimated accuracy of +/- 6 seconds.
 CD0545
 CD0545.The orthometric height was determined by differential leveling
 CD0545.and adjusted by the National Geodetic Survey in June 1991..
 CD0545
 CD0545.The geoid height was determined by GEOID03.
 CD0545
 CD0545.The dynamic height is computed by dividing the NAVD 88
 CD0545.geopotential number by the normal gravity value computed on the
 CD0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0545.degrees latitude (g = 980.6199 gals.).
 CD0545
 CD0545.The modeled gravity was interpolated from observed gravity values.
 CD0545
 CD0545;                    North         East    Units  Estimated Accuracy
 CD0545;SPC TX C     - 3,171,800.      237,160.      MT  (+/- 180 meters Scaled)
 CD0545
 CD0545                          SUPERSEDED SURVEY CONTROL
 CD0545
 CD0545  NGVD 29 (??/??/92) 1336.345  (m)         4384.33   (f) ADJ UNCH    1 2
 CD0545
 CD0545.Superseded values are not recommended for survey control.
 CD0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0545.See file dsdata.txt to determine how the superseded data were derived.
 CD0545
 CD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ820435(NAD 83)
 CD0545_MARKER: DB = BENCH MARK DISK
 CD0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0545_SP_SET: CULVERT
 CD0545_STAMPING: N 1071 1956
 CD0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0545
 CD0545  HISTORY     - Date     Condition        Report By
 CD0545  HISTORY     - 1956     MONUMENTED       CGS
 CD0545  HISTORY     - 1981     GOOD             NGS
 CD0545
 CD0545                          STATION DESCRIPTION
 CD0545
 CD0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0545'3.7 MI W FROM EAGLE FLAT.
 CD0545'3.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0545'FOREMANS HOUSE AT EAGLE FLAT, 100 FEET SOUTHEAST OF THE SOUTHWEST
 CD0545'CORNER OF TRESTLE 757.8, 100 FEET SOUTH OF THE SOUTH RAIL, 18 FEET
 CD0545'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF THE
 CD0545'WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 CD0545'HIGHWAY.
 CD0545
 CD0545                          STATION RECOVERY (1981)
 CD0545
 CD0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0545'17.2 KM (10.7 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0545'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.3 KM (0.2 MI) SOUTHEAST
 CD0545'OF MILEPOST 358, IN TOP OF AND 0.3 METER (1.0 FT) SOUTHEAST OF THE
 CD0545'NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A MULTI-BOX
 CD0545'CULVERT UNDER A FRONTAGE ROAD, 32.9 METERS (108.0 FT) SOUTH-SOUTHWEST
 CD0545'OF THE NEAR RAIL, 30.5 METERS (100.0 FT) SOUTH OF THE SOUTHWEST
 CD0545'CORNER OF TRESSEL NUMBER 757.8 AND 5.5 METERS (18.0 FT)
 CD0545'NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CD0545'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0036 ***********************************************************************
 CE0036  DESIGNATION -  N 1072
 CE0036  PID         -  CE0036
 CE0036  STATE/COUNTY-  TX/EL PASO
 CE0036  USGS QUAD   -  YSLETA (1994)
 CE0036
 CE0036                         *CURRENT SURVEY CONTROL
 CE0036  ___________________________________________________________________
 CE0036* NAD 83(1986)-  31 43 54.     (N)    106 21 48.     (W)     SCALED    
 CE0036* NAVD 88     -      1123.212  (meters)    3685.07   (feet)  POSTED    
 CE0036  ___________________________________________________________________
 CE0036  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0036  DYNAMIC HT  -        1121.500 (meters)    3679.45  (feet)  COMP
 CE0036  MODELED GRAV-     979,080.5   (mgal)                       NAVD 88
 CE0036
 CE0036  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CE0036
 CE0036.The horizontal coordinates were scaled from a topographic map and have
 CE0036.an estimated accuracy of +/- 6 seconds.
 CE0036
 CE0036.The orthometric height was determined by differential leveling
 CE0036.and adjusted by the National Geodetic Survey in 1992..
 CE0036.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CE0036.rate of 4.1 thru 8.0 mm/km.
 CE0036
 CE0036.The geoid height was determined by GEOID03.
 CE0036
 CE0036.The dynamic height is computed by dividing the NAVD 88
 CE0036.geopotential number by the normal gravity value computed on the
 CE0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0036.degrees latitude (g = 980.6199 gals.).
 CE0036
 CE0036.The modeled gravity was interpolated from observed gravity values.
 CE0036
 CE0036;                    North         East    Units  Estimated Accuracy
 CE0036;SPC TX C     - 3,244,410.      128,850.      MT  (+/- 180 meters Scaled)
 CE0036
 CE0036                          SUPERSEDED SURVEY CONTROL
 CE0036
 CE0036  NGVD 29 (??/??/92) 1122.706  (m)         3683.41   (f) ADJ UNCH    1 2
 CE0036
 CE0036.Superseded values are not recommended for survey control.
 CE0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0036.See file dsdata.txt to determine how the superseded data were derived.
 CE0036
 CE0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR708115(NAD 83)
 CE0036_MARKER: DB = BENCH MARK DISK
 CE0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0036_STAMPING: N-1072, 1956
 CE0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0036+STABILITY: SURFACE MOTION
 CE0036
 CE0036  HISTORY     - Date     Condition        Report By
 CE0036  HISTORY     - 1956     MONUMENTED       CGS
 CE0036  HISTORY     - 1960     POOR             NGS
 CE0036  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0036  HISTORY     - 19920429 MARK NOT FOUND   USGS
 CE0036
 CE0036                          STATION DESCRIPTION
 CE0036
 CE0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CE0036'3.3 MI NW FROM YSLETA.
 CE0036'3.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0036'STATION AT YSLETA, AT THE CROSSING OF ROSEDALE ROAD, 142 FEET
 CE0036'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 118 FEET SOUTHWEST
 CE0036'OF MILEPOST 820, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE FRANKLIN
 CE0036'CANAL, 73 FEET NORTHWEST OF THE CENTER LINE OF ROSEDALE ROAD, 1.8 FEET
 CE0036'NORTHWEST OF A STEEL FENCE, 1.8 FEET SOUTHWEST OF A WITNESS POST, SET
 CE0036'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CE0036'GROUND.  NOTE-- THIS MARK HAS BEEN DISTURBED AND IS NOW LEANING AT A
 CE0036'45 DEGREE ANGLE.
 CE0036
 CE0036                          STATION RECOVERY (1981)
 CE0036
 CE0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0036'MARK NOT FOUND.
 CE0036
 CE0036                          STATION RECOVERY (1992)
 CE0036
 CE0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0186 ***********************************************************************
 CE0186  DESIGNATION -  N 1073
 CE0186  PID         -  CE0186
 CE0186  STATE/COUNTY-  TX/EL PASO
 CE0186  USGS QUAD   -  TORNILLO (1972)
 CE0186
 CE0186                         *CURRENT SURVEY CONTROL
 CE0186  ___________________________________________________________________
 CE0186* NAD 83(1986)-  31 27 06.     (N)    106 05 42.     (W)     SCALED    
 CE0186* NAVD 88     -      1092.799  (meters)    3585.29   (feet)  POSTED    
 CE0186  ___________________________________________________________________
 CE0186  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0186  DYNAMIC HT  -        1091.100 (meters)    3579.72  (feet)  COMP
 CE0186  MODELED GRAV-     979,047.3   (mgal)                       NAVD 88
 CE0186
 CE0186  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CE0186
 CE0186.The horizontal coordinates were scaled from a topographic map and have
 CE0186.an estimated accuracy of +/- 6 seconds.
 CE0186
 CE0186.The orthometric height was determined by differential leveling
 CE0186.and adjusted by the National Geodetic Survey in 1992..
 CE0186.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CE0186.rate of 1.1 thru 2.0 mm/km.
 CE0186
 CE0186.The geoid height was determined by GEOID03.
 CE0186
 CE0186.The dynamic height is computed by dividing the NAVD 88
 CE0186.geopotential number by the normal gravity value computed on the
 CE0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0186.degrees latitude (g = 980.6199 gals.).
 CE0186
 CE0186.The modeled gravity was interpolated from observed gravity values.
 CE0186
 CE0186;                    North         East    Units  Estimated Accuracy
 CE0186;SPC TX C     - 3,212,060.      152,640.      MT  (+/- 180 meters Scaled)
 CE0186
 CE0186                          SUPERSEDED SURVEY CONTROL
 CE0186
 CE0186  NGVD 29 (??/??/92) 1092.239  (m)         3583.45   (f) ADJ UNCH    1 2
 CE0186
 CE0186.Superseded values are not recommended for survey control.
 CE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0186.See file dsdata.txt to determine how the superseded data were derived.
 CE0186
 CE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ959801(NAD 83)
 CE0186_MARKER: DB = BENCH MARK DISK
 CE0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0186_STAMPING: N 1073 1956
 CE0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0186+STABILITY: SURFACE MOTION
 CE0186
 CE0186  HISTORY     - Date     Condition        Report By
 CE0186  HISTORY     - 1956     MONUMENTED       CGS
 CE0186  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0186
 CE0186                          STATION DESCRIPTION
 CE0186
 CE0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0186'0.85 MI NW FROM TORNILLO.
 CE0186'0.85 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0186'STATION AT TORNILLO, 15.8 FEET SOUTHWEST OF THE 1ST POLE SOUTHEAST OF
 CE0186'MILEPOST 795, 14.8 FEET NORTHWEST OF A TELEPHONE POLE, IN LINE WITH A
 CE0186'ROW OF TELEPHONE POLES, 61.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 86
 CE0186'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 80, 2.2 FEET
 CE0186'SOUTHEAST OF A WITNESS POST, 10 FEET BELOW THE TOP OF THE RAILS, SET
 CE0186'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CE0186'GROUND.
 CE0186
 CE0186                          STATION RECOVERY (1981)
 CE0186
 CE0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0619 ***********************************************************************
 CD0619  DESIGNATION -  N 1074
 CD0619  PID         -  CD0619
 CD0619  STATE/COUNTY-  TX/HUDSPETH
 CD0619  USGS QUAD   -  CAMPO GRANDE MOUNTAIN (1972)
 CD0619
 CD0619                         *CURRENT SURVEY CONTROL
 CD0619  ___________________________________________________________________
 CD0619* NAD 83(1986)-  31 15 30.     (N)    105 37 34.     (W)     SCALED    
 CD0619* NAVD 88     -      1205.818  (meters)    3956.09   (feet)  ADJUSTED  
 CD0619  ___________________________________________________________________
 CD0619  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CD0619  DYNAMIC HT  -        1203.923 (meters)    3949.87  (feet)  COMP
 CD0619  MODELED GRAV-     979,027.8   (mgal)                       NAVD 88
 CD0619
 CD0619  VERT ORDER  -  FIRST     CLASS II
 CD0619
 CD0619.The horizontal coordinates were scaled from a topographic map and have
 CD0619.an estimated accuracy of +/- 6 seconds.
 CD0619
 CD0619.The orthometric height was determined by differential leveling
 CD0619.and adjusted by the National Geodetic Survey in June 1991..
 CD0619
 CD0619.The geoid height was determined by GEOID03.
 CD0619
 CD0619.The dynamic height is computed by dividing the NAVD 88
 CD0619.geopotential number by the normal gravity value computed on the
 CD0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0619.degrees latitude (g = 980.6199 gals.).
 CD0619
 CD0619.The modeled gravity was interpolated from observed gravity values.
 CD0619
 CD0619;                    North         East    Units  Estimated Accuracy
 CD0619;SPC TX C     - 3,188,430.      196,130.      MT  (+/- 180 meters Scaled)
 CD0619
 CD0619                          SUPERSEDED SURVEY CONTROL
 CD0619
 CD0619  NGVD 29 (??/??/92) 1205.248  (m)         3954.22   (f) ADJ UNCH    1 2
 CD0619
 CD0619.Superseded values are not recommended for survey control.
 CD0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0619.See file dsdata.txt to determine how the superseded data were derived.
 CD0619
 CD0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ403584(NAD 83)
 CD0619_MARKER: DB = BENCH MARK DISK
 CD0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0619_SP_SET: FOUNDATION
 CD0619_STAMPING: N 1074 1956
 CD0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0619
 CD0619  HISTORY     - Date     Condition        Report By
 CD0619  HISTORY     - 1956     MONUMENTED       CGS
 CD0619
 CD0619                          STATION DESCRIPTION
 CD0619
 CD0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0619'0.15 MI E FROM FINLAY.
 CD0619'0.15 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0619'SECTION FOREMANS HOUSE AT FINLAY, 7.5 FEET NORTH OF THE NORTH RAIL,
 CD0619'SET IN THE TOP OF THE WEST SIDE OF THE CONCRETE FOUNDATION OF
 CD0619'SEMAPHORE 758.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0851 ***********************************************************************
 AY0851  DESIGNATION -  N 1075
 AY0851  PID         -  AY0851
 AY0851  STATE/COUNTY-  TX/MEDINA
 AY0851  USGS QUAD   -  DEVINE (1982)
 AY0851
 AY0851                         *CURRENT SURVEY CONTROL
 AY0851  ___________________________________________________________________
 AY0851* NAD 83(1986)-  29 07 42.     (N)    098 54 42.     (W)     SCALED    
 AY0851* NAVD 88     -       193.794  (meters)     635.81   (feet)  ADJUSTED  
 AY0851  ___________________________________________________________________
 AY0851  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AY0851  DYNAMIC HT  -         193.516 (meters)     634.89  (feet)  COMP
 AY0851  MODELED GRAV-     979,207.3   (mgal)                       NAVD 88
 AY0851
 AY0851  VERT ORDER  -  FIRST     CLASS II
 AY0851
 AY0851.The horizontal coordinates were scaled from a topographic map and have
 AY0851.an estimated accuracy of +/- 6 seconds.
 AY0851
 AY0851.The orthometric height was determined by differential leveling
 AY0851.and adjusted by the National Geodetic Survey in June 1991..
 AY0851
 AY0851.The geoid height was determined by GEOID03.
 AY0851
 AY0851.The dynamic height is computed by dividing the NAVD 88
 AY0851.geopotential number by the normal gravity value computed on the
 AY0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0851.degrees latitude (g = 980.6199 gals.).
 AY0851
 AY0851.The modeled gravity was interpolated from observed gravity values.
 AY0851
 AY0851;                    North         East    Units  Estimated Accuracy
 AY0851;SPC TXSC     - 4,143,520.      608,600.      MT  (+/- 180 meters Scaled)
 AY0851
 AY0851                          SUPERSEDED SURVEY CONTROL
 AY0851
 AY0851  NGVD 29 (??/??/92)  193.678  (m)          635.43   (f) ADJ UNCH    1 2
 AY0851
 AY0851.Superseded values are not recommended for survey control.
 AY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0851.See file dsdata.txt to determine how the superseded data were derived.
 AY0851
 AY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT085222(NAD 83)
 AY0851_MARKER: DB = BENCH MARK DISK
 AY0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0851_SP_SET: BRIDGE ABUTMENT
 AY0851_STAMPING: N 1075 1956
 AY0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0851
 AY0851  HISTORY     - Date     Condition        Report By
 AY0851  HISTORY     - 1956     MONUMENTED       CGS
 AY0851  HISTORY     - 1987     GOOD             USPSQD
 AY0851  HISTORY     - 19940728 GOOD             USPSQD
 AY0851  HISTORY     - 19970917 GOOD             USPSQD
 AY0851  HISTORY     - 20020129 GOOD             USPSQD
 AY0851
 AY0851                          STATION DESCRIPTION
 AY0851
 AY0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0851'0.85 MI SW FROM DEVINE.
 AY0851'0.85 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0851'RAILROAD FROM THE STATION AT DEVINE, 4 POLES SOUTHWEST OF MILEPOST
 AY0851'292, 70 FEET NORTHWEST OF THE NORTHWEST RAIL, 24 FEET SOUTHEAST OF THE
 AY0851'CENTER LINE OF U.S. HIGHWAY 81, 3 FEET BELOW THE TOP OF THE RAILS, SET
 AY0851'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A
 AY0851'CONCRETE BRIDGE UNDER THE HIGHWAY.
 AY0851
 AY0851                          STATION RECOVERY (1987)
 AY0851
 AY0851'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY0851'RECOVERED IN GOOD CONDITION.
 AY0851
 AY0851                          STATION RECOVERY (1994)
 AY0851
 AY0851'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0851'RECOVERED IN GOOD CONDITION.
 AY0851
 AY0851                          STATION RECOVERY (1997)
 AY0851
 AY0851'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0851'RECOVERED IN GOOD CONDITION.
 AY0851
 AY0851                          STATION RECOVERY (2002)
 AY0851
 AY0851'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0184 ***********************************************************************
 AO0184  DESIGNATION -  N 1076
 AO0184  PID         -  AO0184
 AO0184  STATE/COUNTY-  TX/FRIO
 AO0184  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0184
 AO0184                         *CURRENT SURVEY CONTROL
 AO0184  ___________________________________________________________________
 AO0184* NAD 83(1986)-  28 50 43.     (N)    099 06 36.     (W)     SCALED    
 AO0184* NAVD 88     -       180.424  (meters)     591.94   (feet)  ADJUSTED  
 AO0184  ___________________________________________________________________
 AO0184  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AO0184  DYNAMIC HT  -         180.160 (meters)     591.07  (feet)  COMP
 AO0184  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AO0184
 AO0184  VERT ORDER  -  FIRST     CLASS II
 AO0184
 AO0184.The horizontal coordinates were scaled from a topographic map and have
 AO0184.an estimated accuracy of +/- 6 seconds.
 AO0184
 AO0184.The orthometric height was determined by differential leveling
 AO0184.and adjusted by the National Geodetic Survey in June 1991..
 AO0184
 AO0184.The geoid height was determined by GEOID03.
 AO0184
 AO0184.The dynamic height is computed by dividing the NAVD 88
 AO0184.geopotential number by the normal gravity value computed on the
 AO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0184.degrees latitude (g = 980.6199 gals.).
 AO0184
 AO0184.The modeled gravity was interpolated from observed gravity values.
 AO0184
 AO0184;                    North         East    Units  Estimated Accuracy
 AO0184;SPC TXSC     - 4,112,160.      589,270.      MT  (+/- 180 meters Scaled)
 AO0184
 AO0184                          SUPERSEDED SURVEY CONTROL
 AO0184
 AO0184  NGVD 29 (??/??/92)  180.301  (m)          591.54   (f) ADJ UNCH    1 2
 AO0184
 AO0184.Superseded values are not recommended for survey control.
 AO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0184.See file dsdata.txt to determine how the superseded data were derived.
 AO0184
 AO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS892908(NAD 83)
 AO0184_MARKER: DB = BENCH MARK DISK
 AO0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0184_SP_SET: CULVERT
 AO0184_STAMPING: N 1076 1956
 AO0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0184+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AO0184
 AO0184  HISTORY     - Date     Condition        Report By
 AO0184  HISTORY     - 1956     MONUMENTED       CGS
 AO0184  HISTORY     - 1988     GOOD             USPSQD
 AO0184  HISTORY     - 19960806 GOOD             USPSQD
 AO0184  HISTORY     - 19980204 GOOD             USPSQD
 AO0184  HISTORY     - 20030524 GOOD             USPSQD
 AO0184  HISTORY     - 20050521 GOOD             USPSQD
 AO0184
 AO0184                          STATION DESCRIPTION
 AO0184
 AO0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0184'3.25 MI S FROM PEARSALL.
 AO0184'3.25 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0184'FROM THE STATION AT PEARSALL, 2 POLES SOUTH OF MILEPOST 316, 112 FEET
 AO0184'EAST OF THE EAST RAIL, 25 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 AO0184'81, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 3
 AO0184'CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY.
 AO0184
 AO0184                          STATION RECOVERY (1988)
 AO0184
 AO0184'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0184'RECOVERED IN GOOD CONDITION.
 AO0184
 AO0184                          STATION RECOVERY (1996)
 AO0184
 AO0184'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0184'RECOVERED IN GOOD CONDITION.
 AO0184
 AO0184                          STATION RECOVERY (1998)
 AO0184
 AO0184'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0184'RECOVERED IN GOOD CONDITION.
 AO0184
 AO0184                          STATION RECOVERY (2003)
 AO0184
 AO0184'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0184'RECOVERED IN GOOD CONDITION.
 AO0184
 AO0184                          STATION RECOVERY (2005)
 AO0184
 AO0184'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AO0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0228 ***********************************************************************
 AO0228  DESIGNATION -  N 1077
 AO0228  PID         -  AO0228
 AO0228  STATE/COUNTY-  TX/LA SALLE
 AO0228  USGS QUAD   -  MILLETT (1974)
 AO0228
 AO0228                         *CURRENT SURVEY CONTROL
 AO0228  ___________________________________________________________________
 AO0228* NAD 83(1986)-  28 30 59.     (N)    099 12 54.     (W)     SCALED    
 AO0228* NAVD 88     -       174.259  (meters)     571.71   (feet)  ADJUSTED  
 AO0228  ___________________________________________________________________
 AO0228  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AO0228  DYNAMIC HT  -         173.999 (meters)     570.86  (feet)  COMP
 AO0228  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 AO0228
 AO0228  VERT ORDER  -  FIRST     CLASS II
 AO0228
 AO0228.The horizontal coordinates were scaled from a topographic map and have
 AO0228.an estimated accuracy of +/- 6 seconds.
 AO0228
 AO0228.The orthometric height was determined by differential leveling
 AO0228.and adjusted by the National Geodetic Survey in June 1991..
 AO0228.WARNING-Repeat measurements at this control monument indicate possible
 AO0228.vertical movement.
 AO0228
 AO0228.The geoid height was determined by GEOID03.
 AO0228
 AO0228.The dynamic height is computed by dividing the NAVD 88
 AO0228.geopotential number by the normal gravity value computed on the
 AO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0228.degrees latitude (g = 980.6199 gals.).
 AO0228
 AO0228.The modeled gravity was interpolated from observed gravity values.
 AO0228
 AO0228;                    North         East    Units  Estimated Accuracy
 AO0228;SPC TXSC     - 4,075,720.      578,960.      MT  (+/- 180 meters Scaled)
 AO0228
 AO0228                          SUPERSEDED SURVEY CONTROL
 AO0228
 AO0228  NGVD 29 (??/??/92)  174.130  (m)          571.29   (f) ADJ UNCH    1 2
 AO0228
 AO0228.Superseded values are not recommended for survey control.
 AO0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0228.See file dsdata.txt to determine how the superseded data were derived.
 AO0228
 AO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS789544(NAD 83)
 AO0228_MARKER: DB = BENCH MARK DISK
 AO0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0228_STAMPING: N 1077 1956
 AO0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0228+STABILITY: SURFACE MOTION
 AO0228
 AO0228  HISTORY     - Date     Condition        Report By
 AO0228  HISTORY     - 1956     MONUMENTED       CGS
 AO0228  HISTORY     - 1958     GOOD             NGS
 AO0228
 AO0228                          STATION DESCRIPTION
 AO0228
 AO0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0228'IN GARDENDALE.
 AO0228'AT GARDENDALE, 158 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AO0228'INTERNATIONAL AND GREAT NORTHERN RAILROAD STATION, 94 FEET EAST OF THE
 AO0228'EAST RAIL OF THE MAIN TRACK, 63 FEET SOUTH OF A POWER POLE, 1.5 FEET
 AO0228'WEST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, 4 FEET BELOW THE
 AO0228'TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AO0228'FOOT ABOVE THE GROUND.
 AO0228
 AO0228                          STATION RECOVERY (1958)
 AO0228
 AO0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0278 ***********************************************************************
 AO0278  DESIGNATION -  N 1078
 AO0278  PID         -  AO0278
 AO0278  STATE/COUNTY-  TX/LA SALLE
 AO0278  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0278
 AO0278                         *CURRENT SURVEY CONTROL
 AO0278  ___________________________________________________________________
 AO0278* NAD 83(1986)-  28 15 47.     (N)    099 17 25.     (W)     SCALED    
 AO0278* NAVD 88     -       132.137  (meters)     433.52   (feet)  ADJUSTED  
 AO0278  ___________________________________________________________________
 AO0278  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AO0278  DYNAMIC HT  -         131.937 (meters)     432.86  (feet)  COMP
 AO0278  MODELED GRAV-     979,123.5   (mgal)                       NAVD 88
 AO0278
 AO0278  VERT ORDER  -  FIRST     CLASS II
 AO0278
 AO0278.The horizontal coordinates were scaled from a topographic map and have
 AO0278.an estimated accuracy of +/- 6 seconds.
 AO0278
 AO0278.The orthometric height was determined by differential leveling
 AO0278.and adjusted by the National Geodetic Survey in June 1991..
 AO0278
 AO0278.The geoid height was determined by GEOID03.
 AO0278
 AO0278.The dynamic height is computed by dividing the NAVD 88
 AO0278.geopotential number by the normal gravity value computed on the
 AO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0278.degrees latitude (g = 980.6199 gals.).
 AO0278
 AO0278.The modeled gravity was interpolated from observed gravity values.
 AO0278
 AO0278;                    North         East    Units  Estimated Accuracy
 AO0278;SPC TXSC     - 4,047,660.      571,520.      MT  (+/- 180 meters Scaled)
 AO0278
 AO0278                          SUPERSEDED SURVEY CONTROL
 AO0278
 AO0278  NGVD 29 (??/??/92)  132.018  (m)          433.13   (f) ADJ UNCH    1 2
 AO0278
 AO0278.Superseded values are not recommended for survey control.
 AO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0278.See file dsdata.txt to determine how the superseded data were derived.
 AO0278
 AO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS715263(NAD 83)
 AO0278_MARKER: DB = BENCH MARK DISK
 AO0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0278_SP_SET: CULVERT
 AO0278_STAMPING: N 1078 1956
 AO0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0278
 AO0278  HISTORY     - Date     Condition        Report By
 AO0278  HISTORY     - 1956     MONUMENTED       CGS
 AO0278  HISTORY     - 1958     GOOD             NGS
 AO0278  HISTORY     - 19971025 GOOD             USPSQD
 AO0278
 AO0278                          STATION DESCRIPTION
 AO0278
 AO0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0278'12.6 MI S FROM COTULLA.
 AO0278'12.6 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0278'FROM THE STATION AT COTULLA, 82 FEET EAST OF THE EAST RAIL, 26 FEET
 AO0278'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, SET IN THE TOP OF THE
 AO0278'CENTER OF THE WEST HEADWALL OF A 3 CHANNEL CONCRETE CULVERT UNDER THE
 AO0278'HIGHWAY.
 AO0278
 AO0278                          STATION RECOVERY (1958)
 AO0278
 AO0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0278'RECOVERED IN GOOD CONDITION.
 AO0278
 AO0278                          STATION RECOVERY (1997)
 AO0278
 AO0278'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0705 ***********************************************************************
 AJ0705  DESIGNATION -  N 1079
 AJ0705  PID         -  AJ0705
 AJ0705  STATE/COUNTY-  TX/WEBB
 AJ0705  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0705
 AJ0705                         *CURRENT SURVEY CONTROL
 AJ0705  ___________________________________________________________________
 AJ0705* NAD 83(1986)-  27 56 19.     (N)    099 23 10.     (W)     SCALED    
 AJ0705* NAVD 88     -       166.231  (meters)     545.38   (feet)  ADJUSTED  
 AJ0705  ___________________________________________________________________
 AJ0705  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AJ0705  DYNAMIC HT  -         165.973 (meters)     544.53  (feet)  COMP
 AJ0705  MODELED GRAV-     979,091.2   (mgal)                       NAVD 88
 AJ0705
 AJ0705  VERT ORDER  -  FIRST     CLASS II
 AJ0705
 AJ0705.The horizontal coordinates were scaled from a topographic map and have
 AJ0705.an estimated accuracy of +/- 6 seconds.
 AJ0705
 AJ0705.The orthometric height was determined by differential leveling
 AJ0705.and adjusted by the National Geodetic Survey in June 1991..
 AJ0705.WARNING-Repeat measurements at this control monument indicate possible
 AJ0705.vertical movement.
 AJ0705
 AJ0705.The geoid height was determined by GEOID03.
 AJ0705
 AJ0705.The dynamic height is computed by dividing the NAVD 88
 AJ0705.geopotential number by the normal gravity value computed on the
 AJ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0705.degrees latitude (g = 980.6199 gals.).
 AJ0705
 AJ0705.The modeled gravity was interpolated from observed gravity values.
 AJ0705
 AJ0705;                    North         East    Units  Estimated Accuracy
 AJ0705;SPC TX S     - 5,252,030.      212,790.      MT  (+/- 180 meters Scaled)
 AJ0705
 AJ0705                          SUPERSEDED SURVEY CONTROL
 AJ0705
 AJ0705  NGVD 29 (??/??/92)  166.114  (m)          544.99   (f) ADJ UNCH    1 2
 AJ0705
 AJ0705.Superseded values are not recommended for survey control.
 AJ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0705.See file dsdata.txt to determine how the superseded data were derived.
 AJ0705
 AJ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR620904(NAD 83)
 AJ0705_MARKER: DB = BENCH MARK DISK
 AJ0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0705_SP_SET: CULVERT
 AJ0705_STAMPING: N 1079 1957
 AJ0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0705
 AJ0705  HISTORY     - Date     Condition        Report By
 AJ0705  HISTORY     - 1957     MONUMENTED       CGS
 AJ0705  HISTORY     - 1977     GOOD             USGS
 AJ0705
 AJ0705                          STATION DESCRIPTION
 AJ0705
 AJ0705'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0705'7.7 MI S FROM ENCINAL.
 AJ0705'7.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RR FROM THE STATION IN
 AJ0705'ENCINAL, 0.4 MILES SOUTH OF INTERSTATE HWY 35 MILEPOST 32, 65 FEET
 AJ0705'EAST OF THE EAST RAIL, 24 FEET WEST, 10 FEET NORTH, AND 0.7 FEET
 AJ0705'HIGHER THAN CENTER OF A CULVERT ON THE SOUTHBOUND LANE OF I 35, A
 AJ0705'STANDARD USC AND GS TABLET STAMPED N 1079 1957 SET IN THE TOP OF THE
 AJ0705'WEST WINGWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1215 ***********************************************************************
 AE1215  DESIGNATION -  N 1080
 AE1215  PID         -  AE1215
 AE1215  STATE/COUNTY-  TX/STARR
 AE1215  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1215
 AE1215                         *CURRENT SURVEY CONTROL
 AE1215  ___________________________________________________________________
 AE1215* NAD 83(1986)-  26 28 10.     (N)    099 02 21.     (W)     SCALED    
 AE1215* NAVD 88     -       115.726  (meters)     379.68   (feet)  ADJUSTED  
 AE1215  ___________________________________________________________________
 AE1215  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AE1215  DYNAMIC HT  -         115.536 (meters)     379.05  (feet)  COMP
 AE1215  MODELED GRAV-     979,000.8   (mgal)                       NAVD 88
 AE1215
 AE1215  VERT ORDER  -  FIRST     CLASS II
 AE1215
 AE1215.The horizontal coordinates were scaled from a topographic map and have
 AE1215.an estimated accuracy of +/- 6 seconds.
 AE1215
 AE1215.The orthometric height was determined by differential leveling
 AE1215.and adjusted by the National Geodetic Survey in June 1991..
 AE1215
 AE1215.The geoid height was determined by GEOID03.
 AE1215
 AE1215.The dynamic height is computed by dividing the NAVD 88
 AE1215.geopotential number by the normal gravity value computed on the
 AE1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1215.degrees latitude (g = 980.6199 gals.).
 AE1215
 AE1215.The modeled gravity was interpolated from observed gravity values.
 AE1215
 AE1215;                    North         East    Units  Estimated Accuracy
 AE1215;SPC TX S     - 5,089,060.      246,240.      MT  (+/- 180 meters Scaled)
 AE1215
 AE1215                          SUPERSEDED SURVEY CONTROL
 AE1215
 AE1215  NGVD 29 (??/??/92)  115.761  (m)          379.79   (f) ADJ UNCH    1 2
 AE1215
 AE1215.Superseded values are not recommended for survey control.
 AE1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1215.See file dsdata.txt to determine how the superseded data were derived.
 AE1215
 AE1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ960276(NAD 83)
 AE1215_MARKER: Z = SEE DESCRIPTION
 AE1215_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE1215_SP_SET: 11.5 FEET
 AE1215_STAMPING: N 1080 1956
 AE1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1215
 AE1215  HISTORY     - Date     Condition        Report By
 AE1215  HISTORY     - 1956     MONUMENTED       CGS
 AE1215  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1215
 AE1215                          STATION DESCRIPTION
 AE1215
 AE1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1215'4.6 MI NW FROM ROMA.
 AE1215'4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE1215'ROMA, 123 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET
 AE1215'NORTHEAST OF A FENCE, 15.8 FEET NORTHWEST OF TELEPHONE POLE H H 40, 3
 AE1215'FEET SOUTHWEST OF A WITNESS POST, CLAMPED ON THE TOP OF A 5/8 INCH
 AE1215'COPPER COATED STEEL ROD WHICH IS DRIVEN 11.5 FEET IN THE GROUND,
 AE1215'INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 AE1215'GROUND.
 AE1215
 AE1215                          STATION RECOVERY (1981)
 AE1215
 AE1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1215'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1095 ***********************************************************************
 AE1095  DESIGNATION -  N 1081
 AE1095  PID         -  AE1095
 AE1095  STATE/COUNTY-  TX/ZAPATA
 AE1095  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1095
 AE1095                         *CURRENT SURVEY CONTROL
 AE1095  ___________________________________________________________________
 AE1095* NAD 83(1986)-  26 50 59.     (N)    099 13 54.     (W)     SCALED    
 AE1095* NAVD 88     -       120.086  (meters)     393.98   (feet)  ADJUSTED  
 AE1095  ___________________________________________________________________
 AE1095  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AE1095  DYNAMIC HT  -         119.892 (meters)     393.35  (feet)  COMP
 AE1095  MODELED GRAV-     979,033.0   (mgal)                       NAVD 88
 AE1095
 AE1095  VERT ORDER  -  FIRST     CLASS II
 AE1095
 AE1095.The horizontal coordinates were scaled from a topographic map and have
 AE1095.an estimated accuracy of +/- 6 seconds.
 AE1095
 AE1095.The orthometric height was determined by differential leveling
 AE1095.and adjusted by the National Geodetic Survey in June 1991..
 AE1095
 AE1095.The geoid height was determined by GEOID03.
 AE1095
 AE1095.The dynamic height is computed by dividing the NAVD 88
 AE1095.geopotential number by the normal gravity value computed on the
 AE1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1095.degrees latitude (g = 980.6199 gals.).
 AE1095
 AE1095.The modeled gravity was interpolated from observed gravity values.
 AE1095
 AE1095;                    North         East    Units  Estimated Accuracy
 AE1095;SPC TX S     - 5,131,280.      227,290.      MT  (+/- 180 meters Scaled)
 AE1095
 AE1095                          SUPERSEDED SURVEY CONTROL
 AE1095
 AE1095  NGVD 29 (??/??/92)  120.14   (m)          394.2    (f) COMPUTED    1 2
 AE1095
 AE1095.Superseded values are not recommended for survey control.
 AE1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1095.See file dsdata.txt to determine how the superseded data were derived.
 AE1095
 AE1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ769698(NAD 83)
 AE1095_MARKER: DB = BENCH MARK DISK
 AE1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1095_STAMPING: N 1081 1956
 AE1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1095+STABILITY: SURFACE MOTION
 AE1095
 AE1095  HISTORY     - Date     Condition        Report By
 AE1095  HISTORY     - 1956     MONUMENTED       CGS
 AE1095
 AE1095                          STATION DESCRIPTION
 AE1095
 AE1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1095'5.6 MI SE FROM ZAPATA.
 AE1095'5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1095'ZAPATA, THENCE 0.6 MILE SOUTHWEST ALONG A PRIVATE ROAD, 20 FEET
 AE1095'SOUTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 16 FEET WEST OF THE
 AE1095'CENTER LINE OF A TRACK ROAD LEADING SOUTH, 2.3 MILES NORTHWEST OF A
 AE1095'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AE1095'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0848 ***********************************************************************
 AJ0848  DESIGNATION -  N 1082
 AJ0848  PID         -  AJ0848
 AJ0848  STATE/COUNTY-  TX/WEBB
 AJ0848  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0848
 AJ0848                         *CURRENT SURVEY CONTROL
 AJ0848  ___________________________________________________________________
 AJ0848* NAD 83(1986)-  27 21 11.     (N)    099 27 15.     (W)     SCALED    
 AJ0848* NAVD 88     -       140.143  (meters)     459.79   (feet)  ADJUSTED  
 AJ0848  ___________________________________________________________________
 AJ0848  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AJ0848  DYNAMIC HT  -         139.920 (meters)     459.05  (feet)  COMP
 AJ0848  MODELED GRAV-     979,054.4   (mgal)                       NAVD 88
 AJ0848
 AJ0848  VERT ORDER  -  FIRST     CLASS II
 AJ0848
 AJ0848.The horizontal coordinates were scaled from a topographic map and have
 AJ0848.an estimated accuracy of +/- 6 seconds.
 AJ0848
 AJ0848.The orthometric height was determined by differential leveling
 AJ0848.and adjusted by the National Geodetic Survey in June 1991..
 AJ0848.WARNING-Repeat measurements at this control monument indicate possible
 AJ0848.vertical movement.
 AJ0848
 AJ0848.The geoid height was determined by GEOID03.
 AJ0848
 AJ0848.The dynamic height is computed by dividing the NAVD 88
 AJ0848.geopotential number by the normal gravity value computed on the
 AJ0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0848.degrees latitude (g = 980.6199 gals.).
 AJ0848
 AJ0848.The modeled gravity was interpolated from observed gravity values.
 AJ0848
 AJ0848;                    North         East    Units  Estimated Accuracy
 AJ0848;SPC TX S     - 5,187,200.      205,600.      MT  (+/- 180 meters Scaled)
 AJ0848
 AJ0848                          SUPERSEDED SURVEY CONTROL
 AJ0848
 AJ0848  NGVD 29 (??/??/92)  140.199  (m)          459.97   (f) ADJ UNCH    1 2
 AJ0848
 AJ0848.Superseded values are not recommended for survey control.
 AJ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0848.See file dsdata.txt to determine how the superseded data were derived.
 AJ0848
 AJ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR550256(NAD 83)
 AJ0848_MARKER: DB = BENCH MARK DISK
 AJ0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0848_STAMPING: N 1082 1957
 AJ0848_MARK LOGO: CGS   
 AJ0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0848+STABILITY: SURFACE MOTION
 AJ0848
 AJ0848  HISTORY     - Date     Condition        Report By
 AJ0848  HISTORY     - 1957     MONUMENTED       CGS
 AJ0848  HISTORY     - 1975     GOOD             NGS
 AJ0848  HISTORY     - 1981     GOOD             NGS
 AJ0848  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0848
 AJ0848                          STATION DESCRIPTION
 AJ0848
 AJ0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0848'13.8 MI S FROM LAREDO.
 AJ0848'2.8 MILES SOUTHEAST ALONG THE TEXAS AND MEXICAN RAILROAD FROM THE
 AJ0848'STATION AT LAREDO, THENCE 11.0 MILES SOUTH ALONG U.S. HIGHWAY 83, 0.2
 AJ0848'MILE SOUTH OF A WOODEN CORRAL, 50 FEET SOUTHWEST OF THE CENTER LINE OF
 AJ0848'THE HIGHWAY, 4 FEET NORTHWEST OF A TELEPHONE POLE, 1.8 FEET NORTHEAST
 AJ0848'OF A FENCE, 2.3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AJ0848'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AJ0848
 AJ0848                          STATION RECOVERY (1975)
 AJ0848
 AJ0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AJ0848'RECOVERED IN GOOD CONDITION.
 AJ0848
 AJ0848                          STATION RECOVERY (1981)
 AJ0848
 AJ0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0848'RECOVERED THIS DATE, NOTE, MONUMENT FOUND STABLE, BUT LEANING SLIGHTLY
 AJ0848'TO THE SOUTH, 18.1 KM (11.25 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE
 AJ0848'TEXAS MEXICAN RAILROAD OVERPASS BRIDGE IN LAREDO.
 AJ0848'THE MARK IS ABOVE LEVEL WITH GROUND.
 AJ0848
 AJ0848                          STATION RECOVERY (1988)
 AJ0848
 AJ0848'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0724 ***********************************************************************
 AJ0724  DESIGNATION -  N 1083
 AJ0724  PID         -  AJ0724
 AJ0724  STATE/COUNTY-  TX/WEBB
 AJ0724  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0724
 AJ0724                         *CURRENT SURVEY CONTROL
 AJ0724  ___________________________________________________________________
 AJ0724* NAD 83(1986)-  27 45 23.     (N)    099 26 15.     (W)     SCALED    
 AJ0724* NAVD 88     -       218.136  (meters)     715.67   (feet)  ADJUSTED  
 AJ0724  ___________________________________________________________________
 AJ0724  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ0724  DYNAMIC HT  -         217.794 (meters)     714.55  (feet)  COMP
 AJ0724  MODELED GRAV-     979,072.9   (mgal)                       NAVD 88
 AJ0724
 AJ0724  VERT ORDER  -  FIRST     CLASS II
 AJ0724
 AJ0724.The horizontal coordinates were scaled from a topographic map and have
 AJ0724.an estimated accuracy of +/- 6 seconds.
 AJ0724
 AJ0724.The orthometric height was determined by differential leveling
 AJ0724.and adjusted by the National Geodetic Survey in June 1991..
 AJ0724
 AJ0724.The geoid height was determined by GEOID03.
 AJ0724
 AJ0724.The dynamic height is computed by dividing the NAVD 88
 AJ0724.geopotential number by the normal gravity value computed on the
 AJ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0724.degrees latitude (g = 980.6199 gals.).
 AJ0724
 AJ0724.The modeled gravity was interpolated from observed gravity values.
 AJ0724
 AJ0724;                    North         East    Units  Estimated Accuracy
 AJ0724;SPC TX S     - 5,231,870.      207,580.      MT  (+/- 180 meters Scaled)
 AJ0724
 AJ0724                          SUPERSEDED SURVEY CONTROL
 AJ0724
 AJ0724  NGVD 29 (??/??/92)  218.018  (m)          715.28   (f) ADJ UNCH    1 2
 AJ0724
 AJ0724.Superseded values are not recommended for survey control.
 AJ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0724.See file dsdata.txt to determine how the superseded data were derived.
 AJ0724
 AJ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR568702(NAD 83)
 AJ0724_MARKER: DB = BENCH MARK DISK
 AJ0724_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ0724_SP_SET: 14 FEET
 AJ0724_STAMPING: N 1083 1957
 AJ0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0724
 AJ0724  HISTORY     - Date     Condition        Report By
 AJ0724  HISTORY     - 1957     MONUMENTED       CGS
 AJ0724  HISTORY     - 1958     GOOD             NGS
 AJ0724  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0724  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0724
 AJ0724                          STATION DESCRIPTION
 AJ0724
 AJ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0724'2.6 MI S FROM WEBB.
 AJ0724'2.6 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0724'FROM THE SECTION FOREMANS HOUSE AT WEBB, 35.7 FEET EAST OF THE EAST
 AJ0724'RAIL, 14 FEET SOUTH OF MILEPOST 394, 3 FEET WEST OF A WITNESS POST,
 AJ0724'CLAMPED ON THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD WHICH IS
 AJ0724'DRIVEN 14 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH
 AJ0724'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0724
 AJ0724                          STATION RECOVERY (1958)
 AJ0724
 AJ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AJ0724'RECOVERED IN GOOD CONDITION.
 AJ0724
 AJ0724                          STATION RECOVERY (1982)
 AJ0724
 AJ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0724'MARK NOT RECOVERED THIS DATE.
 AJ0724
 AJ0724                          STATION RECOVERY (2002)
 AJ0724
 AJ0724'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1028 ***********************************************************************
 AJ1028  DESIGNATION -  N 1084
 AJ1028  PID         -  AJ1028
 AJ1028  STATE/COUNTY-  TX/WEBB
 AJ1028  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1028
 AJ1028                         *CURRENT SURVEY CONTROL
 AJ1028  ___________________________________________________________________
 AJ1028* NAD 83(1986)-  27 56 36.     (N)    099 30 24.     (W)     SCALED    
 AJ1028* NAVD 88     -       239.214  (meters)     784.82   (feet)  POSTED    
 AJ1028  ___________________________________________________________________
 AJ1028  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AJ1028  DYNAMIC HT  -         238.840 (meters)     783.59  (feet)  COMP
 AJ1028  MODELED GRAV-     979,086.3   (mgal)                       NAVD 88
 AJ1028
 AJ1028  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ1028
 AJ1028.The horizontal coordinates were scaled from a topographic map and have
 AJ1028.an estimated accuracy of +/- 6 seconds.
 AJ1028
 AJ1028.The orthometric height was determined by differential leveling
 AJ1028.and adjusted by the National Geodetic Survey in 1992..
 AJ1028.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ1028.rate of 1.1 thru 2.0 mm/km.
 AJ1028
 AJ1028.The geoid height was determined by GEOID03.
 AJ1028
 AJ1028.The dynamic height is computed by dividing the NAVD 88
 AJ1028.geopotential number by the normal gravity value computed on the
 AJ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1028.degrees latitude (g = 980.6199 gals.).
 AJ1028
 AJ1028.The modeled gravity was interpolated from observed gravity values.
 AJ1028
 AJ1028;                    North         East    Units  Estimated Accuracy
 AJ1028;SPC TX S     - 5,252,640.      200,930.      MT  (+/- 180 meters Scaled)
 AJ1028
 AJ1028                          SUPERSEDED SURVEY CONTROL
 AJ1028
 AJ1028  NGVD 29 (??/??/92)  239.218  (m)          784.83   (f) ADJ UNCH    1 2
 AJ1028
 AJ1028.Superseded values are not recommended for survey control.
 AJ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1028.See file dsdata.txt to determine how the superseded data were derived.
 AJ1028
 AJ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR501910(NAD 83)
 AJ1028_MARKER: DB = BENCH MARK DISK
 AJ1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1028_STAMPING: N 1084 1957
 AJ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1028+STABILITY: SURFACE MOTION
 AJ1028
 AJ1028  HISTORY     - Date     Condition        Report By
 AJ1028  HISTORY     - 1957     MONUMENTED       CGS
 AJ1028  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ1028  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ1028
 AJ1028                          STATION DESCRIPTION
 AJ1028
 AJ1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ1028'13.1 MI NW FROM WEBB.
 AJ1028'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1028'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ1028'GRADED DIRT ROAD, THENCE 10.1 MILES NORTHWEST ALONG U.S. HIGHWAY 83,
 AJ1028'0.3 MILE SOUTHEAST OF A JUNCTION WITH A ROAD LEADING TO SPON RANCH, 50
 AJ1028'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHEAST OF
 AJ1028'THE CENTER OF A WIRE GATE, 1.5 FEET SOUTHWEST OF A FENCE, 6 FEET
 AJ1028'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AJ1028'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AJ1028
 AJ1028                          STATION RECOVERY (1982)
 AJ1028
 AJ1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1028'MARK NOT RECOVERED.  CONCRETE MONUMENT FOUND IN AREA, DISK SHANK
 AJ1028'EMBEDDED IN MONUMENT, PRESUMED DESTROYED, DISK NOT RECOVERED.
 AJ1028
 AJ1028                          STATION RECOVERY (2002)
 AJ1028
 AJ1028'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0409 ***********************************************************************
 AO0409  DESIGNATION -  N 1085
 AO0409  PID         -  AO0409
 AO0409  STATE/COUNTY-  TX/DIMMIT
 AO0409  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0409
 AO0409                         *CURRENT SURVEY CONTROL
 AO0409  ___________________________________________________________________
 AO0409* NAD 83(1993)-  28 31 20.09228(N)    099 49 32.98520(W)     ADJUSTED  
 AO0409* NAVD 88     -       180.596  (meters)     592.51   (feet)  ADJUSTED  
 AO0409  ___________________________________________________________________
 AO0409  X           -    -957,103.396 (meters)                     COMP
 AO0409  Y           -  -5,526,183.511 (meters)                     COMP
 AO0409  Z           -   3,027,558.452 (meters)                     COMP
 AO0409  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AO0409  ELLIP HEIGHT-         157.03  (meters)          (02/16/96) GPS OBS
 AO0409  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AO0409  DYNAMIC HT  -         180.326 (meters)     591.62  (feet)  COMP
 AO0409  MODELED GRAV-     979,141.4   (mgal)                       NAVD 88
 AO0409
 AO0409  HORZ ORDER  -  THIRD
 AO0409  VERT ORDER  -  FIRST     CLASS II
 AO0409  ELLP ORDER  -  FIFTH     CLASS I
 AO0409
 AO0409.This mark is at Dimmit Co (CZT) Airport (CZT)
 AO0409
 AO0409.The horizontal coordinates were established by GPS observations
 AO0409.and adjusted by the National Geodetic Survey in February 1996..
 AO0409
 AO0409.The orthometric height was determined by differential leveling
 AO0409.and adjusted by the National Geodetic Survey in June 1991..
 AO0409
 AO0409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0409
 AO0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0409
 AO0409.The ellipsoidal height was determined by GPS observations
 AO0409.and is referenced to NAD 83.
 AO0409
 AO0409.The geoid height was determined by GEOID03.
 AO0409
 AO0409.The dynamic height is computed by dividing the NAVD 88
 AO0409.geopotential number by the normal gravity value computed on the
 AO0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0409.degrees latitude (g = 980.6199 gals.).
 AO0409
 AO0409.The modeled gravity was interpolated from observed gravity values.
 AO0409
 AO0409;                    North         East     Units Scale Factor Converg.
 AO0409;SPC TXSC     - 4,076,637.944   519,168.546   MT  0.99996303   -0 24 16.5
 AO0409;SPC TXSC     -13,374,769.65  1,703,305.47   sFT  0.99996303   -0 24 16.5
 AO0409;UTM  14      - 3,155,334.725   419,195.687   MT  0.99968058   -0 23 39.7
 AO0409
 AO0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0409!SPC TXSC     -   0.99997534  x   0.99996303  =   0.99993837
 AO0409!UTM  14      -   0.99997534  x   0.99968058  =   0.99965592
 AO0409
 AO0409:                Primary Azimuth Mark                     Grid Az
 AO0409:SPC TXSC     -  CARRPORT                                 116 12 58.6
 AO0409:UTM  14      -  CARRPORT                                 116 12 21.8
 AO0409
 AO0409|---------------------------------------------------------------------|
 AO0409| PID    Reference Object                     Distance      Geod. Az  |
 AO0409|                                                           dddmmss.s |
 AO0409| AO0792 CARRPORT                            410.509 METERS 1154842.1 |
 AO0409|---------------------------------------------------------------------|
 AO0409
 AO0409                          SUPERSEDED SURVEY CONTROL
 AO0409
 AO0409  NAD 83(1986)-  28 31 20.09421(N)    099 49 32.96458(W) AD(       ) 3
 AO0409  NGVD 29 (??/??/92)  180.525  (m)          592.27   (f) ADJ UNCH    1 2
 AO0409
 AO0409.Superseded values are not recommended for survey control.
 AO0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0409.See file dsdata.txt to determine how the superseded data were derived.
 AO0409
 AO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1919655335(NAD 83)
 AO0409_MARKER: DB = BENCH MARK DISK
 AO0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0409_SP_SET: CONCRETE POST
 AO0409_STAMPING: N 1085 1957
 AO0409_MARK LOGO: CGS   
 AO0409_PROJECTION: FLUSH
 AO0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0409+STABILITY: SURFACE MOTION
 AO0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0409+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1988
 AO0409
 AO0409  HISTORY     - Date     Condition        Report By
 AO0409  HISTORY     - 1957     MONUMENTED       CGS
 AO0409  HISTORY     - 1982     GOOD             NGS
 AO0409  HISTORY     - 19881128 GOOD             NGS
 AO0409  HISTORY     - 19970531 GOOD             USPSQD
 AO0409
 AO0409                          STATION DESCRIPTION
 AO0409
 AO0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0409'2.3 MI E FROM CARRIZO SPRINGS.
 AO0409'0.1 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE SAN ANTONIO, UVALDE AND
 AO0409'GULF RAILROAD STATION AT CARRIZO SPRINGS, THENCE 1.4 MILES NORTHEAST
 AO0409'ALONG STATE HIGHWAY 85, THENCE 0.6 MILE SOUTHEAST ALONG AN OILED ROAD,
 AO0409'THENCE 0.2 MILE EAST ACROSS THE DIMMIT COUNTY AIRPORT, 128 FEET
 AO0409'SOUTHEAST OF THE EAST CORNER OF AN ARCH TYPE SHEET METAL HANGAR, 8.5
 AO0409'FEET WEST OF A FENCE CORNER, 2 FEET EAST OF A WITNESS POST, SET IN THE
 AO0409'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, 2
 AO0409'FEET NORTH OF A FENCE.
 AO0409
 AO0409                          STATION RECOVERY (1982)
 AO0409
 AO0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0409'THE MARK IS ABOVE LEVEL WITH GROUND.
 AO0409'2 BLOCKS NORTH ALONG SIXTH STREET, THENCE 2.7 KM (1.7 MI) NORTHEAST
 AO0409'ALONG STATE HIGHWAY 85, THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG A
 AO0409'BLACKTOP ROAD, THENCE 0.2 KM (0.2 MI) EAST ACROSS THE DIMMIT COUNTY
 AO0409'AIRPORT, 39.0 METERS (128.0 FT) SOUTHEAST OF THE EAST CORNER OF A
 AO0409'HANGER, 2.5 METERS (8.5 FT) WEST OF A FENCE CORNER, AND 0.6 METER
 AO0409'(2.0 FT) SOUTH OF A FENCE LINE.
 AO0409
 AO0409                          STATION RECOVERY (1988)
 AO0409
 AO0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AO0409'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF CARRIZO SPRINGS,
 AO0409'1.2 KM (0.75 MI) SOUTHEAST OF STATE HIGHWAY 85, AT THE DIMMIT COUNTY
 AO0409'AIRPORT.  OWNERSHIP--DIMMIT COUNTY, DIMMIT COUNTY COURTHOUSE, CARRIZO
 AO0409'SPRINGS, TEXAS 78834.  THE AIRPORT MANAGER IS ERNEST MARTINEZ,
 AO0409'TELEPHONE 512-876-9339.
 AO0409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, U.S.
 AO0409'HIGHWAY 277, STATE HIGHWAY 85, AND LOOP 225 IN CARRIZO SPRINGS, GO
 AO0409'EAST ON STATE HIGHWAY 85 FOR 1.61 KM (1.00 MI) TO FARM ROAD 1556
 AO0409'RIGHT.  CONTINUE AHEAD ON STATE HIGHWAY 85 FOR 0.64 KM (0.40 MI) TO A
 AO0409'PAVED ROAD RIGHT AND A WATER STORAGE TANK.  TURN RIGHT AND GO
 AO0409'SOUTHEAST ON THE PAVED ROAD FOR 1.04 KM (0.65 MI) TO A PAVED ROAD
 AO0409'LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.08 KM (0.05 MI) TO A T-ROAD
 AO0409'NEAR THE AIRPORT BUILDINGS.  BEAR LEFT, THEN RIGHT ON THE LANE FOR
 AO0409'0.08 KM (0.05 MI) TO THE APRON.  TURN RIGHT AND GO SOUTHEAST ACROSS
 AO0409'THE APRON FOR 0.08 KM (0.05 MI) TO THE END OF THE APRON AND TAXIWAY.
 AO0409'CONTINUE SOUTHEAST ON THE TAXIWAY FOR 0.08 KM (0.05 MI) TO THE MARK ON
 AO0409'THE RIGHT AT A FENCE.
 AO0409'THE MARK IS 67.0 M (219.8 FT) SOUTHWEST OF THE CENTER OF THE TAXIWAY,
 AO0409'55.4 M (181.8 FT) SOUTH-SOUTHEAST OF A GAS PUMP NEAR THE NORTHEAST
 AO0409'SIDE OF AN OPEN HANGAR, 2.8 M (9.2 FT) NORTHWEST OF A TURN IN THE
 AO0409'FENCE, 0.6 M (2.0 FT) SOUTHWEST OF A WIRE FENCE, AND 0.3 M (1.0 FT)
 AO0409'SOUTHEAST OF A WITNESS POST.
 AO0409'DESCRIBED BY V.L. FERNANDES.
 AO0409
 AO0409                          STATION RECOVERY (1997)
 AO0409
 AO0409'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0437 ***********************************************************************
 AO0437  DESIGNATION -  N 1086
 AO0437  PID         -  AO0437
 AO0437  STATE/COUNTY-  TX/DIMMIT
 AO0437  USGS QUAD   -  CARRIZO SPRINGS NW (1972)
 AO0437
 AO0437                         *CURRENT SURVEY CONTROL
 AO0437  ___________________________________________________________________
 AO0437* NAD 83(1986)-  28 37 32.     (N)    099 59 20.     (W)     SCALED    
 AO0437* NAVD 88     -       200.753  (meters)     658.64   (feet)  ADJUSTED  
 AO0437  ___________________________________________________________________
 AO0437  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AO0437  DYNAMIC HT  -         200.454 (meters)     657.66  (feet)  COMP
 AO0437  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AO0437
 AO0437  VERT ORDER  -  FIRST     CLASS II
 AO0437
 AO0437.The horizontal coordinates were scaled from a topographic map and have
 AO0437.an estimated accuracy of +/- 6 seconds.
 AO0437
 AO0437.The orthometric height was determined by differential leveling
 AO0437.and adjusted by the National Geodetic Survey in June 1991..
 AO0437
 AO0437.The geoid height was determined by GEOID03.
 AO0437
 AO0437.The dynamic height is computed by dividing the NAVD 88
 AO0437.geopotential number by the normal gravity value computed on the
 AO0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0437.degrees latitude (g = 980.6199 gals.).
 AO0437
 AO0437.The modeled gravity was interpolated from observed gravity values.
 AO0437
 AO0437;                    North         East    Units  Estimated Accuracy
 AO0437;SPC TXSC     - 4,088,210.      503,310.      MT  (+/- 180 meters Scaled)
 AO0437
 AO0437                          SUPERSEDED SURVEY CONTROL
 AO0437
 AO0437  NGVD 29 (??/??/92)  200.667  (m)          658.36   (f) ADJ UNCH    1 2
 AO0437
 AO0437.Superseded values are not recommended for survey control.
 AO0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0437.See file dsdata.txt to determine how the superseded data were derived.
 AO0437
 AO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS033669(NAD 83)
 AO0437_MARKER: DB = BENCH MARK DISK
 AO0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0437_STAMPING: N 1086 1957
 AO0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0437+STABILITY: SURFACE MOTION
 AO0437
 AO0437  HISTORY     - Date     Condition        Report By
 AO0437  HISTORY     - 1957     MONUMENTED       CGS
 AO0437  HISTORY     - 1964     GOOD             NGS
 AO0437  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0437
 AO0437                          STATION DESCRIPTION
 AO0437
 AO0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AO0437'11.4 MI NW FROM CARRIZO SPRINGS.
 AO0437'11.75 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AO0437'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, AT A JUNCTION
 AO0437'WITH FARM ROAD 393, 119 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM
 AO0437'ROAD, 106 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 133 FEET
 AO0437'SOUTHWEST OF A POWER POLE, 1.6 FEET SOUTHEAST OF A FENCE, 1.9 FEET
 AO0437'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0437'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE MILEAGE WAS FOUND TO
 AO0437'BE 0.35 MILE LESS TO THE BENCH MARK AND THE MARK IS NOW 102 FEET NORTH
 AO0437'OF THE CENTER LINE OF THE HIGHWAY.
 AO0437
 AO0437                          STATION RECOVERY (1982)
 AO0437
 AO0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0437'NOT RECOVERED, NOTE, CONCRETE POST WITH BROKEN STEM FOUND, DISK NOT
 AO0437'FOUND, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0052 ***********************************************************************
 AP0052  DESIGNATION -  N 1087
 AP0052  PID         -  AP0052
 AP0052  STATE/COUNTY-  TX/MAVERICK
 AP0052  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0052
 AP0052                         *CURRENT SURVEY CONTROL
 AP0052  ___________________________________________________________________
 AP0052* NAD 83(1986)-  28 40 13.     (N)    100 18 35.     (W)     SCALED    
 AP0052* NAVD 88     -       250.423  (meters)     821.60   (feet)  ADJUSTED  
 AP0052  ___________________________________________________________________
 AP0052  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AP0052  DYNAMIC HT  -         250.049 (meters)     820.37  (feet)  COMP
 AP0052  MODELED GRAV-     979,142.7   (mgal)                       NAVD 88
 AP0052
 AP0052  VERT ORDER  -  FIRST     CLASS II
 AP0052
 AP0052.The horizontal coordinates were scaled from a topographic map and have
 AP0052.an estimated accuracy of +/- 6 seconds.
 AP0052
 AP0052.The orthometric height was determined by differential leveling
 AP0052.and adjusted by the National Geodetic Survey in June 1991..
 AP0052.WARNING-Repeat measurements at this control monument indicate possible
 AP0052.vertical movement.
 AP0052
 AP0052.The geoid height was determined by GEOID03.
 AP0052
 AP0052.The dynamic height is computed by dividing the NAVD 88
 AP0052.geopotential number by the normal gravity value computed on the
 AP0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0052.degrees latitude (g = 980.6199 gals.).
 AP0052
 AP0052.The modeled gravity was interpolated from observed gravity values.
 AP0052
 AP0052;                    North         East    Units  Estimated Accuracy
 AP0052;SPC TXSC     - 4,093,470.      471,990.      MT  (+/- 180 meters Scaled)
 AP0052
 AP0052                          SUPERSEDED SURVEY CONTROL
 AP0052
 AP0052.No superseded survey control is available for this station.
 AP0052
 AP0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS720721(NAD 83)
 AP0052_MARKER: DB = BENCH MARK DISK
 AP0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0052_SP_SET: CULVERT
 AP0052_STAMPING: N 1087 1957
 AP0052_MARK LOGO: CGS   
 AP0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0052
 AP0052  HISTORY     - Date     Condition        Report By
 AP0052  HISTORY     - 1957     MONUMENTED       CGS
 AP0052  HISTORY     - 1982     GOOD             NGS
 AP0052
 AP0052                          STATION DESCRIPTION
 AP0052
 AP0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0052'11.85 MI E FROM EAGLE PASS.
 AP0052'11.85 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0052'RAILROAD STATION AT EAGLE PASS, 0.15 MILE WEST OF THE TOP OF A SMALL
 AP0052'HILL, 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 AP0052'OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 AP0052
 AP0052                          STATION RECOVERY (1982)
 AP0052
 AP0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0052'19.7 KM (12.25 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM
 AP0052'THE OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF
 AP0052'MAIN STREET AND MADISON STREET, SET IN TOP OF SOUTH HEADWALL OF SMALL
 AP0052'CONCRETE CULVERT, 48.7 METERS (160.0 FT) NORTH NORTHWEST OF N 1087
 AP0052'RESET 1961, 6.7 METERS (22.0 FT) SOUTH OF CENTERLINE OF THE HIGHWAY,
 AP0052'AND 16.4 METERS (54.0 FT) NORTH OF RIGHT OF WAY FENCE, NOTE,
 AP0052'DESCRIPTION HAS MARK AS DESTROYED IN 1961.
 AP0052'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0053 ***********************************************************************
 AP0053  DESIGNATION -  N 1087 RESET 1961
 AP0053  PID         -  AP0053
 AP0053  STATE/COUNTY-  TX/MAVERICK
 AP0053  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0053
 AP0053                         *CURRENT SURVEY CONTROL
 AP0053  ___________________________________________________________________
 AP0053* NAD 83(1986)-  28 40 13.     (N)    100 18 35.     (W)     SCALED    
 AP0053* NAVD 88     -       249.502  (meters)     818.57   (feet)  ADJUSTED  
 AP0053  ___________________________________________________________________
 AP0053  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AP0053  DYNAMIC HT  -         249.129 (meters)     817.35  (feet)  COMP
 AP0053  MODELED GRAV-     979,142.7   (mgal)                       NAVD 88
 AP0053
 AP0053  VERT ORDER  -  FIRST     CLASS II
 AP0053
 AP0053.The horizontal coordinates were scaled from a topographic map and have
 AP0053.an estimated accuracy of +/- 6 seconds.
 AP0053
 AP0053.The orthometric height was determined by differential leveling
 AP0053.and adjusted by the National Geodetic Survey in June 1991..
 AP0053
 AP0053.The geoid height was determined by GEOID03.
 AP0053
 AP0053.The dynamic height is computed by dividing the NAVD 88
 AP0053.geopotential number by the normal gravity value computed on the
 AP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0053.degrees latitude (g = 980.6199 gals.).
 AP0053
 AP0053.The modeled gravity was interpolated from observed gravity values.
 AP0053
 AP0053;                    North         East    Units  Estimated Accuracy
 AP0053;SPC TXSC     - 4,093,470.      471,990.      MT  (+/- 180 meters Scaled)
 AP0053
 AP0053                          SUPERSEDED SURVEY CONTROL
 AP0053
 AP0053  NGVD 29 (??/??/??)  249.20   (m)          817.6    (f) RESET       3  
 AP0053
 AP0053.Superseded values are not recommended for survey control.
 AP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0053.See file dsdata.txt to determine how the superseded data were derived.
 AP0053
 AP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS720721(NAD 83)
 AP0053_MARKER: DB = BENCH MARK DISK
 AP0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0053_STAMPING: N 1087 RESET 1961
 AP0053_MARK LOGO: CGS   
 AP0053_PROJECTION: FLUSH
 AP0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0053+STABILITY: SURFACE MOTION
 AP0053
 AP0053  HISTORY     - Date     Condition        Report By
 AP0053  HISTORY     - 1961     MONUMENTED       CGS
 AP0053  HISTORY     - 1982     GOOD             NGS
 AP0053
 AP0053                          STATION DESCRIPTION
 AP0053
 AP0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0053'11.85 MI E FROM EAGLE PASS.
 AP0053'ABOUT 11.85 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE T. AND N.O.
 AP0053'R.R. DEPOT IN EAGLE PASS, IN THE SOUTH RIGHT-OF-WAY FENCE LINE, AND 2
 AP0053'FEET WEST OF A 4 X 4 WITNESS POST.  IT IS ABOUT 55 YARDS EAST OF A
 AP0053'CONCRETE CULVERT AND A SIGN READING EAGLE PASS 12 DEL RIO 67.  A
 AP0053'STANDARD DISK STAMPED N 1087 RESET 1961 IN A CONCRETE POST WHICH
 AP0053'PROJECTS ABOUT 6 INCHES.
 AP0053
 AP0053                          STATION RECOVERY (1982)
 AP0053
 AP0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0053'19.7 KM (12.25 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM
 AP0053'THE OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF
 AP0053'MAIN STREET AND MADISON STREET, 1.35 KM (0.85 MI) EAST OF A REST AREA,
 AP0053'SET IN THE SOUTH RIGHT OF WAY FENCE, 48.7 METERS (160.0 FT) EAST
 AP0053'SOUTHEAST OF THE SOUTH END OF THE CENTER OF CONCRETE CULVERT HEADWALL,
 AP0053'AND 32.1 METERS (76.0 FT) SOUTH OF CENTERLINE OF THE HIGHWAY.
 AP0053'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 AP0053'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0373 ***********************************************************************
 AO0373  DESIGNATION -  N 1088 RESET 1962
 AO0373  PID         -  AO0373
 AO0373  STATE/COUNTY-  TX/DIMMIT
 AO0373  USGS QUAD   -  CATARINA (1982)
 AO0373
 AO0373                         *CURRENT SURVEY CONTROL
 AO0373  ___________________________________________________________________
 AO0373* NAD 83(1986)-  28 20 12.     (N)    099 36 48.     (W)     SCALED    
 AO0373* NAVD 88     -       165.11   (+/-2cm)     541.7    (feet)  VERTCON   
 AO0373  ___________________________________________________________________
 AO0373  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0373
 AO0373  VERT ORDER  -  THIRD (See Below)
 AO0373
 AO0373.The horizontal coordinates were scaled from a topographic map and have
 AO0373.an estimated accuracy of +/- 6 seconds.
 AO0373
 AO0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0373.The vertical order pertains to the NGVD 29 superseded value.
 AO0373
 AO0373.The geoid height was determined by GEOID03.
 AO0373
 AO0373;                    North         East    Units  Estimated Accuracy
 AO0373;SPC TXSC     - 4,055,940.      539,860.      MT  (+/- 180 meters Scaled)
 AO0373
 AO0373                          SUPERSEDED SURVEY CONTROL
 AO0373
 AO0373  NGVD 29 (??/??/??)  164.99   (m)          541.3    (f) RESET       3  
 AO0373
 AO0373.Superseded values are not recommended for survey control.
 AO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0373.See file dsdata.txt to determine how the superseded data were derived.
 AO0373
 AO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS398346(NAD 83)
 AO0373_MARKER: DB = BENCH MARK DISK
 AO0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0373_STAMPING: N 1088 RESET 1962
 AO0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0373+STABILITY: SURFACE MOTION
 AO0373
 AO0373  HISTORY     - Date     Condition        Report By
 AO0373  HISTORY     - 1962     MONUMENTED       CGS
 AO0373
 AO0373                          STATION DESCRIPTION
 AO0373
 AO0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AO0373'1.0 MI SE FROM CATARINA.
 AO0373'ABOUT 1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0373'CATARINA AT A JUNCTION WITH FARM ROAD 133, 61 FEET EAST OF THE
 AO0373'CENTERLINE OF U.S. HIGHWAY 83, 2 FEET NORTHEAST OF A FENCE CORNER.  A
 AO0373'STANDARD BENCH MARK DISK STAMPED N 1088 RESET 1962, SET IN A 10 X 10
 AO0373'IN. CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0374 ***********************************************************************
 AO0374  DESIGNATION -  N 1088 RESET 1971
 AO0374  PID         -  AO0374
 AO0374  STATE/COUNTY-  TX/DIMMIT
 AO0374  USGS QUAD   -  CATARINA (1982)
 AO0374
 AO0374                         *CURRENT SURVEY CONTROL
 AO0374  ___________________________________________________________________
 AO0374* NAD 83(1986)-  28 20 04.     (N)    099 36 48.     (W)     SCALED    
 AO0374* NAVD 88     -       162.663  (meters)     533.67   (feet)  ADJUSTED  
 AO0374  ___________________________________________________________________
 AO0374  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0374  DYNAMIC HT  -         162.416 (meters)     532.86  (feet)  COMP
 AO0374  MODELED GRAV-     979,122.5   (mgal)                       NAVD 88
 AO0374
 AO0374  VERT ORDER  -  FIRST     CLASS II
 AO0374
 AO0374.The horizontal coordinates were scaled from a topographic map and have
 AO0374.an estimated accuracy of +/- 6 seconds.
 AO0374
 AO0374.The orthometric height was determined by differential leveling
 AO0374.and adjusted by the National Geodetic Survey in June 1991..
 AO0374
 AO0374.The geoid height was determined by GEOID03.
 AO0374
 AO0374.The dynamic height is computed by dividing the NAVD 88
 AO0374.geopotential number by the normal gravity value computed on the
 AO0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0374.degrees latitude (g = 980.6199 gals.).
 AO0374
 AO0374.The modeled gravity was interpolated from observed gravity values.
 AO0374
 AO0374;                    North         East    Units  Estimated Accuracy
 AO0374;SPC TXSC     - 4,055,700.      539,860.      MT  (+/- 180 meters Scaled)
 AO0374
 AO0374                          SUPERSEDED SURVEY CONTROL
 AO0374
 AO0374  NGVD 29 (??/??/??)  162.62   (m)          533.5    (f) RESET       3  
 AO0374
 AO0374.Superseded values are not recommended for survey control.
 AO0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0374.See file dsdata.txt to determine how the superseded data were derived.
 AO0374
 AO0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS398344(NAD 83)
 AO0374_MARKER: DB = BENCH MARK DISK
 AO0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0374_STAMPING: N 1088 RESET 1971
 AO0374_MARK LOGO: NGS   
 AO0374_PROJECTION: PROJECTING 25 CENTIMETERS
 AO0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0374+STABILITY: SURFACE MOTION
 AO0374
 AO0374  HISTORY     - Date     Condition        Report By
 AO0374  HISTORY     - 1971     MONUMENTED       TXHD
 AO0374  HISTORY     - 1982     GOOD             NGS
 AO0374  HISTORY     - 19970802 GOOD             USPSQD
 AO0374
 AO0374                          STATION DESCRIPTION
 AO0374
 AO0374'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1971
 AO0374'1.1 MI S FROM CATARINA.
 AO0374'1.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0374'CATARINA, AT THE JUNCTION OF FARM ROAD 133, 62 FEET EAST OF THE
 AO0374'CENTERLINE OF THE HIGHWAY, 5 FEET SOUTH OF A FENCE CORNER, 2.5 FEET
 AO0374'SOUTH OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 AO0374'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AO0374
 AO0374                          STATION RECOVERY (1982)
 AO0374
 AO0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0374'1.6 KM (1.0 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0374'CATARINA AT THE JUNCTION OF FARM ROAD 133 AND U.S. HIGHWAY 83,
 AO0374'121.9 METERS (400.0 FT) SOUTH OF CENTER OF FARM ROAD 133, 18.9 METERS
 AO0374'(62.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.0 METERS (4.5 FT)
 AO0374'SOUTH OF CORNER FENCE POST AND 1.1 METERS (3.5 FT) SOUTHEAST OF
 AO0374'TELEPHONE JUNCTION BOX.
 AO0374'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 AO0374'THE MARK IS 0.8 M BELOW HIGHWAY.
 AO0374
 AO0374                          STATION RECOVERY (1997)
 AO0374
 AO0374'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0333 ***********************************************************************
 AO0333  DESIGNATION -  N 1089
 AO0333  PID         -  AO0333
 AO0333  STATE/COUNTY-  TX/WEBB
 AO0333  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0333
 AO0333                         *CURRENT SURVEY CONTROL
 AO0333  ___________________________________________________________________
 AO0333* NAD 83(1986)-  28 01 44.     (N)    099 32 33.     (W)     SCALED    
 AO0333* NAVD 88     -       248.945  (meters)     816.75   (feet)  ADJUSTED  
 AO0333  ___________________________________________________________________
 AO0333  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AO0333  DYNAMIC HT  -         248.560 (meters)     815.48  (feet)  COMP
 AO0333  MODELED GRAV-     979,093.5   (mgal)                       NAVD 88
 AO0333
 AO0333  VERT ORDER  -  FIRST     CLASS II
 AO0333
 AO0333.The horizontal coordinates were scaled from a topographic map and have
 AO0333.an estimated accuracy of +/- 6 seconds.
 AO0333
 AO0333.The orthometric height was determined by differential leveling
 AO0333.and adjusted by the National Geodetic Survey in June 1991..
 AO0333
 AO0333.The geoid height was determined by GEOID03.
 AO0333
 AO0333.The dynamic height is computed by dividing the NAVD 88
 AO0333.geopotential number by the normal gravity value computed on the
 AO0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0333.degrees latitude (g = 980.6199 gals.).
 AO0333
 AO0333.The modeled gravity was interpolated from observed gravity values.
 AO0333
 AO0333;                    North         East    Units  Estimated Accuracy
 AO0333;SPC TX S     - 5,262,150.      197,480.      MT  (+/- 180 meters Scaled)
 AO0333
 AO0333                          SUPERSEDED SURVEY CONTROL
 AO0333
 AO0333  NGVD 29 (??/??/92)  248.969  (m)          816.83   (f) ADJ UNCH    1 2
 AO0333
 AO0333.Superseded values are not recommended for survey control.
 AO0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0333.See file dsdata.txt to determine how the superseded data were derived.
 AO0333
 AO0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS466005(NAD 83)
 AO0333_MARKER: DB = BENCH MARK DISK
 AO0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0333_STAMPING: N 1089 1957
 AO0333_MARK LOGO: CGS   
 AO0333_PROJECTION: PROJECTING 10 CENTIMETERS
 AO0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0333+STABILITY: SURFACE MOTION
 AO0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0333+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AO0333
 AO0333  HISTORY     - Date     Condition        Report By
 AO0333  HISTORY     - 1957     MONUMENTED       CGS
 AO0333  HISTORY     - 1982     GOOD             NGS
 AO0333  HISTORY     - 20020326 GOOD             USPSQD
 AO0333
 AO0333                          STATION DESCRIPTION
 AO0333
 AO0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0333'23.55 MI SE FROM CATARINA.
 AO0333'23.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0333'CATARINA, 181 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 129
 AO0333'FEET SOUTHWEST OF A FENCE, 50 FEET SOUTHWEST OF THE CENTER LINE OF A
 AO0333'DIRT ROAD, 1.6 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST,
 AO0333'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AO0333'GROUND.
 AO0333
 AO0333                          STATION RECOVERY (1982)
 AO0333
 AO0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0333'MARK RECOVERED THIS DATE, NOTE, 29.0 METERS (95.0 FT) NORTH OF
 AO0333'CENTERLINE OF DIRT ROAD LEADING WEST, AND 45.7 METERS (150 FT)
 AO0333'NORTHWEST OF A CATTLE GUARD.
 AO0333'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AO0333
 AO0333                          STATION RECOVERY (2002)
 AO0333
 AO0333'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0100 ***********************************************************************
 CB0100  DESIGNATION -  N 109
 CB0100  PID         -  CB0100
 CB0100  STATE/COUNTY-  TX/TOM GREEN
 CB0100  USGS QUAD   -  VICK (1984)
 CB0100
 CB0100                         *CURRENT SURVEY CONTROL
 CB0100  ___________________________________________________________________
 CB0100* NAD 83(1986)-  31 18 56.     (N)    100 04 09.     (W)     SCALED    
 CB0100* NAVD 88     -       557.660  (meters)    1829.59   (feet)  ADJUSTED  
 CB0100  ___________________________________________________________________
 CB0100  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CB0100  DYNAMIC HT  -         556.896 (meters)    1827.08  (feet)  COMP
 CB0100  MODELED GRAV-     979,251.8   (mgal)                       NAVD 88
 CB0100
 CB0100  VERT ORDER  -  FIRST     CLASS II
 CB0100
 CB0100.The horizontal coordinates were scaled from a topographic map and have
 CB0100.an estimated accuracy of +/- 6 seconds.
 CB0100
 CB0100.The orthometric height was determined by differential leveling
 CB0100.and adjusted by the National Geodetic Survey in June 1991..
 CB0100
 CB0100.The geoid height was determined by GEOID03.
 CB0100
 CB0100.The dynamic height is computed by dividing the NAVD 88
 CB0100.geopotential number by the normal gravity value computed on the
 CB0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0100.degrees latitude (g = 980.6199 gals.).
 CB0100
 CB0100.The modeled gravity was interpolated from observed gravity values.
 CB0100
 CB0100;                    North         East    Units  Estimated Accuracy
 CB0100;SPC TX C     - 3,182,820.      725,140.      MT  (+/- 180 meters Scaled)
 CB0100
 CB0100                          SUPERSEDED SURVEY CONTROL
 CB0100
 CB0100.No superseded survey control is available for this station.
 CB0100
 CB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV982650(NAD 83)
 CB0100_MARKER: DB = BENCH MARK DISK
 CB0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0100_SP_SET: DAM
 CB0100_MARK LOGO: CGS   
 CB0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0100
 CB0100  HISTORY     - Date     Condition        Report By
 CB0100  HISTORY     - UNK      MONUMENTED       CGS
 CB0100  HISTORY     - 1933     GOOD             NGS
 CB0100  HISTORY     - 1935     GOOD             NGS
 CB0100  HISTORY     - 1981     GOOD             NGS
 CB0100
 CB0100                          STATION DESCRIPTION
 CB0100
 CB0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0100'15.8 MI SE FROM WALL.
 CB0100'AT KICKAPOO RIVER, SOUTH END OF DAM, 200 FEET SOUTHWEST OF BRIDGE
 CB0100'APROACH.
 CB0100
 CB0100                          STATION RECOVERY (1935)
 CB0100
 CB0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0100'RECOVERED IN GOOD CONDITION.
 CB0100
 CB0100                          STATION RECOVERY (1981)
 CB0100
 CB0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0100'26.2 KM (16.3 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 87 FROM ITS
 CB0100'JUNCTION WITH U. S. HIGHWAY 83 IN EDEN, IN TOP OF AND 0.6 METER (2.0
 CB0100'FT) NORTHWEST OF THE SOUTHEAST END OF THE SPILLWAY OF A DAM ACROSS THE
 CB0100'KICKPOO RIVER, 65.8 METERS (216.0 FT) SOUTHWEST OF THE CENTERLINE OF
 CB0100'THE HIGHWAY AND 23.8 METERS (78.0 FT) NORTHWEST OF THE SOUTHEAST END
 CB0100'OF THE DAM.
 CB0100'THE MARK IS 3.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0093 ***********************************************************************
 AZ0093  DESIGNATION -  N 1090
 AZ0093  PID         -  AZ0093
 AZ0093  STATE/COUNTY-  TX/UVALDE
 AZ0093  USGS QUAD   -  MUSTANG WATERHOLE (1974)
 AZ0093
 AZ0093                         *CURRENT SURVEY CONTROL
 AZ0093  ___________________________________________________________________
 AZ0093* NAD 83(1986)-  29 15 24.     (N)    100 00 34.     (W)     SCALED    
 AZ0093* NAVD 88     -       334.177  (meters)    1096.38   (feet)  ADJUSTED  
 AZ0093  ___________________________________________________________________
 AZ0093  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0093  DYNAMIC HT  -         333.689 (meters)    1094.78  (feet)  COMP
 AZ0093  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 AZ0093
 AZ0093  VERT ORDER  -  FIRST     CLASS II
 AZ0093
 AZ0093.The horizontal coordinates were scaled from a topographic map and have
 AZ0093.an estimated accuracy of +/- 6 seconds.
 AZ0093
 AZ0093.The orthometric height was determined by differential leveling
 AZ0093.and adjusted by the National Geodetic Survey in June 1991..
 AZ0093
 AZ0093.The geoid height was determined by GEOID03.
 AZ0093
 AZ0093.The dynamic height is computed by dividing the NAVD 88
 AZ0093.geopotential number by the normal gravity value computed on the
 AZ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0093.degrees latitude (g = 980.6199 gals.).
 AZ0093
 AZ0093.The modeled gravity was interpolated from observed gravity values.
 AZ0093
 AZ0093;                    North         East    Units  Estimated Accuracy
 AZ0093;SPC TXSC     - 4,158,170.      501,900.      MT  (+/- 180 meters Scaled)
 AZ0093
 AZ0093                          SUPERSEDED SURVEY CONTROL
 AZ0093
 AZ0093  NGVD 29 (??/??/92)  334.054  (m)         1095.98   (f) ADJ UNCH    1 2
 AZ0093
 AZ0093.Superseded values are not recommended for survey control.
 AZ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0093.See file dsdata.txt to determine how the superseded data were derived.
 AZ0093
 AZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT019368(NAD 83)
 AZ0093_MARKER: DB = BENCH MARK DISK
 AZ0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0093_SP_SET: BASE
 AZ0093_STAMPING: N 1090 1957
 AZ0093_MARK LOGO: CGS   
 AZ0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0093
 AZ0093  HISTORY     - Date     Condition        Report By
 AZ0093  HISTORY     - 1957     MONUMENTED       CGS
 AZ0093  HISTORY     - 1982     GOOD             NGS
 AZ0093  HISTORY     - 1988     GOOD             USPSQD
 AZ0093
 AZ0093                          STATION DESCRIPTION
 AZ0093
 AZ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0093'4.6 MI E FROM CLINE.
 AZ0093'4.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0093'STATION AT CLINE, 49 FEET NORTHWEST OF THE 7TH POLE EAST OF MILEPOST
 AZ0093'315, 8.2 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE WEST SIDE
 AZ0093'OF AN ABANDONED CONCRETE SEMAPHORE BASE.
 AZ0093
 AZ0093                          STATION RECOVERY (1982)
 AZ0093
 AZ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0093'MARK RECOVERED THIS DATE.  NOTE, THE RAILROAD STATION AT CLINE HAS
 AZ0093'BEEN REMOVED, 22.4 KM (13.9 MI) WEST SOUTHWEST ALONG THE SOUTHERN
 AZ0093'PACIFIC RAILROAD SERVICE ROAD FROM THE RAILROAD STATION AT UVALDE.
 AZ0093'THE MARK IS 0.61 M ABOVE GROUND.
 AZ0093
 AZ0093                          STATION RECOVERY (1988)
 AZ0093
 AZ0093'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AZ0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1363 ***********************************************************************
 AY1363  DESIGNATION -  N 1091
 AY1363  PID         -  AY1363
 AY1363  STATE/COUNTY-  TX/UVALDE
 AY1363  USGS QUAD   -  UVALDE (1971)
 AY1363
 AY1363                         *CURRENT SURVEY CONTROL
 AY1363  ___________________________________________________________________
 AY1363* NAD 83(1986)-  29 14 36.     (N)    099 48 45.     (W)     SCALED    
 AY1363* NAVD 88     -       284.001  (meters)     931.76   (feet)  POSTED    
 AY1363  ___________________________________________________________________
 AY1363  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AY1363  DYNAMIC HT  -         283.590 (meters)     930.41  (feet)  COMP
 AY1363  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AY1363
 AY1363  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1363
 AY1363.The horizontal coordinates were scaled from a topographic map and have
 AY1363.an estimated accuracy of +/- 6 seconds.
 AY1363
 AY1363.The orthometric height was determined by differential leveling
 AY1363.and adjusted by the National Geodetic Survey in 1992..
 AY1363.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1363.rate of 0.0 thru 1.0 mm/km.
 AY1363
 AY1363.The geoid height was determined by GEOID03.
 AY1363
 AY1363.The dynamic height is computed by dividing the NAVD 88
 AY1363.geopotential number by the normal gravity value computed on the
 AY1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1363.degrees latitude (g = 980.6199 gals.).
 AY1363
 AY1363.The modeled gravity was interpolated from observed gravity values.
 AY1363
 AY1363;                    North         East    Units  Estimated Accuracy
 AY1363;SPC TXSC     - 4,156,540.      521,030.      MT  (+/- 180 meters Scaled)
 AY1363
 AY1363                          SUPERSEDED SURVEY CONTROL
 AY1363
 AY1363  NGVD 29 (??/??/92)  283.868  (m)          931.32   (f) ADJ UNCH    1 2
 AY1363
 AY1363.Superseded values are not recommended for survey control.
 AY1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1363.See file dsdata.txt to determine how the superseded data were derived.
 AY1363
 AY1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT210352(NAD 83)
 AY1363_MARKER: DB = BENCH MARK DISK
 AY1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1363_STAMPING: N 1091 1957
 AY1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1363+STABILITY: SURFACE MOTION
 AY1363
 AY1363  HISTORY     - Date     Condition        Report By
 AY1363  HISTORY     - 1957     MONUMENTED       CGS
 AY1363  HISTORY     - 1971     GOOD             USGS
 AY1363  HISTORY     - 20021109 GOOD             USPSQD
 AY1363
 AY1363                          STATION DESCRIPTION
 AY1363
 AY1363'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1363'1.4 MI NW FROM UVALDE.
 AY1363'UVALDE, JUNCTION OF STATE HIGHWAY 55 AND U. S. HIGHWAY 83, IN NORTH
 AY1363'UVALDE.  1.4 MILES NORTHEAST OF ALONG STATE HIGHWAY 55 AT ROAD
 AY1363'SOUTHWEST, 126 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY AND 22 FEET
 AY1363'NORTHEAST OF CENTERLINE OF ROAD SOUTHWEST.  SET IN TOP OF A CONCRETE
 AY1363'POST WHICH PROJECTS ABOUT 0.5 FT.  A STANDARD DISK, STAMPED N 1091,
 AY1363'1957.
 AY1363
 AY1363                          STATION RECOVERY (2002)
 AY1363
 AY1363'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0074 ***********************************************************************
 AZ0074  DESIGNATION -  N 1092
 AZ0074  PID         -  AZ0074
 AZ0074  STATE/COUNTY-  TX/KINNEY
 AZ0074  USGS QUAD   -  ANACACHO (1974)
 AZ0074
 AZ0074                         *CURRENT SURVEY CONTROL
 AZ0074  ___________________________________________________________________
 AZ0074* NAD 83(1986)-  29 12 52.     (N)    100 16 13.     (W)     SCALED    
 AZ0074* NAVD 88     -       310.720  (meters)    1019.42   (feet)  ADJUSTED  
 AZ0074  ___________________________________________________________________
 AZ0074  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0074  DYNAMIC HT  -         310.268 (meters)    1017.94  (feet)  COMP
 AZ0074  MODELED GRAV-     979,179.6   (mgal)                       NAVD 88
 AZ0074
 AZ0074  VERT ORDER  -  FIRST     CLASS II
 AZ0074
 AZ0074.The horizontal coordinates were scaled from a topographic map and have
 AZ0074.an estimated accuracy of +/- 6 seconds.
 AZ0074
 AZ0074.The orthometric height was determined by differential leveling
 AZ0074.and adjusted by the National Geodetic Survey in June 1991..
 AZ0074
 AZ0074.The geoid height was determined by GEOID03.
 AZ0074
 AZ0074.The dynamic height is computed by dividing the NAVD 88
 AZ0074.geopotential number by the normal gravity value computed on the
 AZ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0074.degrees latitude (g = 980.6199 gals.).
 AZ0074
 AZ0074.The modeled gravity was interpolated from observed gravity values.
 AZ0074
 AZ0074;                    North         East    Units  Estimated Accuracy
 AZ0074;SPC TXSC     - 4,153,730.      476,500.      MT  (+/- 180 meters Scaled)
 AZ0074
 AZ0074                          SUPERSEDED SURVEY CONTROL
 AZ0074
 AZ0074  NGVD 29 (??/??/92)  310.632  (m)         1019.13   (f) ADJ UNCH    1 2
 AZ0074
 AZ0074.Superseded values are not recommended for survey control.
 AZ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0074.See file dsdata.txt to determine how the superseded data were derived.
 AZ0074
 AZ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT765324(NAD 83)
 AZ0074_MARKER: DB = BENCH MARK DISK
 AZ0074_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0074_SP_SET: 6 FT
 AZ0074_STAMPING: N 1092 1957
 AZ0074_MARK LOGO: CGS   
 AZ0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0074
 AZ0074  HISTORY     - Date     Condition        Report By
 AZ0074  HISTORY     - 1957     MONUMENTED       CGS
 AZ0074  HISTORY     - 1982     GOOD             NGS
 AZ0074
 AZ0074                          STATION DESCRIPTION
 AZ0074
 AZ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0074'10.7 MI E FROM SPOFFORD.
 AZ0074'10.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0074'STATION AT SPOFFORD, 81 FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD
 AZ0074'1572, 53.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 14 FEET SOUTHEAST OF
 AZ0074'MILEPOST 331, 2.4 FEET NORTHWEST OF A WITNESS POST, 1.0 MILE WEST OF
 AZ0074'BENCH MARK Y 1091, CLAMPED ON THE TOP OF A 5/8 INCH COPPER COATED
 AZ0074'STEEL ROD WHICH IS DRIVEN 6 FEET IN THE GROUND, INCASED IN A 6 INCH
 AZ0074'TILE PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AZ0074
 AZ0074                          STATION RECOVERY (1982)
 AZ0074
 AZ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0074'MARK RECOVERED THIS DATE, NOTE, THE RAILROAD STATION AT CLINE IS GONE,
 AZ0074'17.6 KM (10.9 MI) NORTHEAST ALONG FARM ROAD 1572 FROM THE JUNCTION OF
 AZ0074'STATE ROUTE 131 IN SPOFFORD.
 AZ0074'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0113 ***********************************************************************
 AP0113  DESIGNATION -  N 1093
 AP0113  PID         -  AP0113
 AP0113  STATE/COUNTY-  TX/MAVERICK
 AP0113  USGS QUAD   -  PALOMA (1974)
 AP0113
 AP0113                         *CURRENT SURVEY CONTROL
 AP0113  ___________________________________________________________________
 AP0113* NAD 83(1986)-  28 58 42.     (N)    100 23 59.     (W)     SCALED    
 AP0113* NAVD 88     -       276.187  (meters)     906.12   (feet)  ADJUSTED  
 AP0113  ___________________________________________________________________
 AP0113  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AP0113  DYNAMIC HT  -         275.781 (meters)     904.79  (feet)  COMP
 AP0113  MODELED GRAV-     979,167.7   (mgal)                       NAVD 88
 AP0113
 AP0113  VERT ORDER  -  FIRST     CLASS II
 AP0113
 AP0113.The horizontal coordinates were scaled from a topographic map and have
 AP0113.an estimated accuracy of +/- 6 seconds.
 AP0113
 AP0113.The orthometric height was determined by differential leveling
 AP0113.and adjusted by the National Geodetic Survey in June 1991..
 AP0113
 AP0113.The geoid height was determined by GEOID03.
 AP0113
 AP0113.The dynamic height is computed by dividing the NAVD 88
 AP0113.geopotential number by the normal gravity value computed on the
 AP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0113.degrees latitude (g = 980.6199 gals.).
 AP0113
 AP0113.The modeled gravity was interpolated from observed gravity values.
 AP0113
 AP0113;                    North         East    Units  Estimated Accuracy
 AP0113;SPC TXSC     - 4,127,710.      463,600.      MT  (+/- 180 meters Scaled)
 AP0113
 AP0113                          SUPERSEDED SURVEY CONTROL
 AP0113
 AP0113  NGVD 29 (??/??/92)  276.038  (m)          905.63   (f) ADJ UNCH    1 2
 AP0113
 AP0113.Superseded values are not recommended for survey control.
 AP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0113.See file dsdata.txt to determine how the superseded data were derived.
 AP0113
 AP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT636063(NAD 83)
 AP0113_MARKER: DB = BENCH MARK DISK
 AP0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0113_STAMPING: N 1093 1957
 AP0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0113+STABILITY: SURFACE MOTION
 AP0113
 AP0113  HISTORY     - Date     Condition        Report By
 AP0113  HISTORY     - 1957     MONUMENTED       CGS
 AP0113
 AP0113                          STATION DESCRIPTION
 AP0113
 AP0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0113'13.7 MI S FROM SPOFFORD.
 AP0113'13.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0113'STATION AT SPOFFORD, 15 RAILS SOUTH OF THE SOUTH END OF TRESTLE 12.92,
 AP0113'96 FEET SOUTHWEST OF MILEPOST 13, 50.3 FEET WEST OF THE WEST RAIL, 2.4
 AP0113'FEET WEST OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 AP0113'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0880 ***********************************************************************
 AY0880  DESIGNATION -  N 1094
 AY0880  PID         -  AY0880
 AY0880  STATE/COUNTY-  TX/MEDINA
 AY0880  USGS QUAD   -  LA COSTE (1982)
 AY0880
 AY0880                         *CURRENT SURVEY CONTROL
 AY0880  ___________________________________________________________________
 AY0880* NAD 83(1986)-  29 18 18.     (N)    098 49 45.     (W)     SCALED    
 AY0880* NAVD 88     -       224.230  (meters)     735.66   (feet)  ADJUSTED  
 AY0880  ___________________________________________________________________
 AY0880  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AY0880  DYNAMIC HT  -         223.907 (meters)     734.60  (feet)  COMP
 AY0880  MODELED GRAV-     979,197.6   (mgal)                       NAVD 88
 AY0880
 AY0880  VERT ORDER  -  FIRST     CLASS II
 AY0880
 AY0880.The horizontal coordinates were scaled from a topographic map and have
 AY0880.an estimated accuracy of +/- 6 seconds.
 AY0880
 AY0880.The orthometric height was determined by differential leveling
 AY0880.and adjusted by the National Geodetic Survey in June 1991..
 AY0880
 AY0880.The geoid height was determined by GEOID03.
 AY0880
 AY0880.The dynamic height is computed by dividing the NAVD 88
 AY0880.geopotential number by the normal gravity value computed on the
 AY0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0880.degrees latitude (g = 980.6199 gals.).
 AY0880
 AY0880.The modeled gravity was interpolated from observed gravity values.
 AY0880
 AY0880;                    North         East    Units  Estimated Accuracy
 AY0880;SPC TXSC     - 4,163,110.      616,590.      MT  (+/- 180 meters Scaled)
 AY0880
 AY0880                          SUPERSEDED SURVEY CONTROL
 AY0880
 AY0880  NGVD 29 (??/??/92)  224.101  (m)          735.24   (f) ADJ UNCH    1 2
 AY0880
 AY0880.Superseded values are not recommended for survey control.
 AY0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0880.See file dsdata.txt to determine how the superseded data were derived.
 AY0880
 AY0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT165417(NAD 83)
 AY0880_MARKER: DB = BENCH MARK DISK
 AY0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0880_STAMPING: N 1094 1957
 AY0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0880+STABILITY: SURFACE MOTION
 AY0880
 AY0880  HISTORY     - Date     Condition        Report By
 AY0880  HISTORY     - 1957     MONUMENTED       CGS
 AY0880  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 AY0880  HISTORY     - 19970210 GOOD             USPSQD
 AY0880  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0880
 AY0880                          STATION DESCRIPTION
 AY0880
 AY0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0880'0.9 MI SW FROM LACOSTE.
 AY0880'0.9 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0880'STATION AT LACOSTE, 94 FEET NORTHWEST OF MILEPOST 235, 159 FEET
 AY0880'NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 5.3 FEET WEST OF A
 AY0880'TELEPHONE POLE, 1.3 FEET SOUTHEAST OF A FENCE, 3.2 FEET NORTHEAST OF A
 AY0880'WITNESS POST, 45 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP
 AY0880'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0880
 AY0880                          STATION RECOVERY (1995)
 AY0880
 AY0880'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0880'MARK NOT FOUND.
 AY0880
 AY0880                          STATION RECOVERY (1997)
 AY0880
 AY0880'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0880'RECOVERED IN GOOD CONDITION.
 AY0880
 AY0880                          STATION RECOVERY (2002)
 AY0880
 AY0880'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0140 ***********************************************************************
 BB0140  DESIGNATION -  N 1095
 BB0140  PID         -  BB0140
 BB0140  STATE/COUNTY-  TX/PRESIDIO
 BB0140  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0140
 BB0140                         *CURRENT SURVEY CONTROL
 BB0140  ___________________________________________________________________
 BB0140* NAD 83(1986)-  29 36 01.     (N)    104 26 41.     (W)     SCALED    
 BB0140* NAVD 88     -       787.023  (meters)    2582.09   (feet)  ADJUSTED  
 BB0140  ___________________________________________________________________
 BB0140  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BB0140  DYNAMIC HT  -         785.748 (meters)    2577.91  (feet)  COMP
 BB0140  MODELED GRAV-     978,997.8   (mgal)                       NAVD 88
 BB0140
 BB0140  VERT ORDER  -  SECOND    CLASS 0
 BB0140
 BB0140.The horizontal coordinates were scaled from a topographic map and have
 BB0140.an estimated accuracy of +/- 6 seconds.
 BB0140
 BB0140.The orthometric height was determined by differential leveling
 BB0140.and adjusted by the National Geodetic Survey in June 1991..
 BB0140
 BB0140.The geoid height was determined by GEOID03.
 BB0140
 BB0140.The dynamic height is computed by dividing the NAVD 88
 BB0140.geopotential number by the normal gravity value computed on the
 BB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0140.degrees latitude (g = 980.6199 gals.).
 BB0140
 BB0140.The modeled gravity was interpolated from observed gravity values.
 BB0140
 BB0140;                    North         East    Units  Estimated Accuracy
 BB0140;SPC TXSC     - 4,208,100.       72,820.      MT  (+/- 180 meters Scaled)
 BB0140
 BB0140                          SUPERSEDED SURVEY CONTROL
 BB0140
 BB0140  NGVD 29 (??/??/92)  786.613  (m)         2580.75   (f) ADJ UNCH    2 0
 BB0140
 BB0140.Superseded values are not recommended for survey control.
 BB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0140.See file dsdata.txt to determine how the superseded data were derived.
 BB0140
 BB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN537746(NAD 83)
 BB0140_MARKER: DB = BENCH MARK DISK
 BB0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0140_SP_SET: MONUMENT
 BB0140_STAMPING: N 1095 1973
 BB0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0140
 BB0140  HISTORY     - Date     Condition        Report By
 BB0140  HISTORY     - 1973     MONUMENTED       NGS
 BB0140
 BB0140                          STATION DESCRIPTION
 BB0140
 BB0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0140'5.0 MI WNW FROM PRESIDIO.
 BB0140'TO REACH FROM THE POST OFFICE IN PRESIDIO GO WESTERLY ON FARM ROAD 170
 BB0140'FOR 5.2 MILES TO A GRAVEL ROAD ON THE LEFT, TURN LEFT AND GO
 BB0140'SOUTHWESTERLY ON GRAVEL ROAD FOR 0.2 MILE TO A GATRE, PASS THROUGH
 BB0140'GATE AND CONTINUE SOUTHWESTERLY ON TRACK ROAD FOR 0.5 MILE TO MARK ON
 BB0140'THE LEFT, 10 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD,
 BB0140'AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT
 BB0140'PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0560 ***********************************************************************
 BP0560  DESIGNATION -  N 1096
 BP0560  PID         -  BP0560
 BP0560  STATE/COUNTY-  TX/JEFF DAVIS
 BP0560  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0560
 BP0560                         *CURRENT SURVEY CONTROL
 BP0560  ___________________________________________________________________
 BP0560* NAD 83(1986)-  30 32 18.     (N)    103 50 56.     (W)     SCALED    
 BP0560* NAVD 88     -      1510.521  (meters)    4955.77   (feet)  ADJUSTED  
 BP0560  ___________________________________________________________________
 BP0560  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 BP0560  DYNAMIC HT  -        1508.050 (meters)    4947.66  (feet)  COMP
 BP0560  MODELED GRAV-     978,952.2   (mgal)                       NAVD 88
 BP0560  OBS GRAVITY -     978,951.6   (mgal)                       GRAV_OBS
 BP0560
 BP0560  VERT ORDER  -  FIRST     CLASS I
 BP0560
 BP0560.The horizontal coordinates were scaled from a topographic map and have
 BP0560.an estimated accuracy of +/- 6 seconds.
 BP0560
 BP0560.The orthometric height was determined by differential leveling
 BP0560.and adjusted by the National Geodetic Survey in June 1991..
 BP0560
 BP0560.The geoid height was determined by GEOID03.
 BP0560
 BP0560.The dynamic height is computed by dividing the NAVD 88
 BP0560.geopotential number by the normal gravity value computed on the
 BP0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0560.degrees latitude (g = 980.6199 gals.).
 BP0560
 BP0560.The modeled gravity was interpolated from observed gravity values.
 BP0560.The observed gravity was obtained from relative gravimeter ties
 BP0560.to the IGSN71 gravity network.
 BP0560
 BP0560;                    North         East    Units  Estimated Accuracy
 BP0560;SPC TX C     - 3,101,960.      362,730.      MT  (+/- 180 meters Scaled)
 BP0560
 BP0560                          SUPERSEDED SURVEY CONTROL
 BP0560
 BP0560  NGVD 29 (??/??/92) 1509.996  (m)         4954.05   (f) ADJ UNCH    1 1
 BP0560
 BP0560.Superseded values are not recommended for survey control.
 BP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0560.See file dsdata.txt to determine how the superseded data were derived.
 BP0560
 BP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP104790(NAD 83)
 BP0560_MARKER: DB = BENCH MARK DISK
 BP0560_SETTING: 66 = SET IN ROCK OUTCROP
 BP0560_SP_SET: ROCK OUTCROP
 BP0560_STAMPING: N 1096 1977
 BP0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0560+STABILITY: POSITION/ELEVATION WELL
 BP0560
 BP0560  HISTORY     - Date     Condition        Report By
 BP0560  HISTORY     - 1977     MONUMENTED       NGS
 BP0560  HISTORY     - 1988     GOOD             USPSQD
 BP0560  HISTORY     - 19961007 GOOD             USPSQD
 BP0560  HISTORY     - 20030322 GOOD             USPSQD
 BP0560
 BP0560                          STATION DESCRIPTION
 BP0560
 BP0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0560'4.4 MI SE FROM FORT DAVIS.
 BP0560'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY COURTHOUSE
 BP0560'AT FORT DAVIS, ON THE OUTSIDE OF A CURVE, IN THE TOP OF THE NORTHWEST
 BP0560'SLOPE OF A MASSIVE OUTCROP, 62.8 FT. SOUTHEAST OF THE SOUTHEAST
 BP0560'CORNER OF THE EAST CONCRETE HEADWALL OF A 5 BY 6 FT. BOX CULVERT,
 BP0560'66.0 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 1.2 FT. WEST OF THE
 BP0560'EAST RIGHT-OF-WAY FENCE, 52.2 FT. NORTHEAST OF THE SOUTHWEST END
 BP0560'OF A MASON GUARDRAIL.
 BP0560
 BP0560                          STATION RECOVERY (1988)
 BP0560
 BP0560'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0560'RECOVERED IN GOOD CONDITION.
 BP0560
 BP0560                          STATION RECOVERY (1996)
 BP0560
 BP0560'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0560'RECOVERED IN GOOD CONDITION.
 BP0560
 BP0560                          STATION RECOVERY (2003)
 BP0560
 BP0560'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0574 ***********************************************************************
 BP0574  DESIGNATION -  N 1097
 BP0574  PID         -  BP0574
 BP0574  STATE/COUNTY-  TX/JEFF DAVIS
 BP0574  USGS QUAD   -  FORT DAVIS (1972)
 BP0574
 BP0574                         *CURRENT SURVEY CONTROL
 BP0574  ___________________________________________________________________
 BP0574* NAD 83(1986)-  30 37 06.     (N)    103 56 53.     (W)     SCALED    
 BP0574* NAVD 88     -      1547.458  (meters)    5076.95   (feet)  ADJUSTED  
 BP0574  ___________________________________________________________________
 BP0574  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0574  DYNAMIC HT  -        1544.906 (meters)    5068.58  (feet)  COMP
 BP0574  MODELED GRAV-     978,937.4   (mgal)                       NAVD 88
 BP0574  OBS GRAVITY -     978,936.6   (mgal)                       GRAV_OBS
 BP0574
 BP0574  VERT ORDER  -  FIRST     CLASS I
 BP0574
 BP0574.The horizontal coordinates were scaled from a topographic map and have
 BP0574.an estimated accuracy of +/- 6 seconds.
 BP0574
 BP0574.The orthometric height was determined by differential leveling
 BP0574.and adjusted by the National Geodetic Survey in June 1991..
 BP0574
 BP0574.The geoid height was determined by GEOID03.
 BP0574
 BP0574.The dynamic height is computed by dividing the NAVD 88
 BP0574.geopotential number by the normal gravity value computed on the
 BP0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0574.degrees latitude (g = 980.6199 gals.).
 BP0574
 BP0574.The modeled gravity was interpolated from observed gravity values.
 BP0574.The observed gravity was obtained from relative gravimeter ties
 BP0574.to the IGSN71 gravity network.
 BP0574
 BP0574;                    North         East    Units  Estimated Accuracy
 BP0574;SPC TX C     - 3,111,130.      353,510.      MT  (+/- 180 meters Scaled)
 BP0574
 BP0574                          SUPERSEDED SURVEY CONTROL
 BP0574
 BP0574  NGVD 29 (??/??/92) 1546.883  (m)         5075.07   (f) ADJ UNCH    1 1
 BP0574
 BP0574.Superseded values are not recommended for survey control.
 BP0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0574.See file dsdata.txt to determine how the superseded data were derived.
 BP0574
 BP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP008877(NAD 83)
 BP0574_MARKER: DB = BENCH MARK DISK
 BP0574_SETTING: 66 = SET IN ROCK OUTCROP
 BP0574_SP_SET: ROCK OUTCROP
 BP0574_STAMPING: N 1097 1977
 BP0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0574+STABILITY: POSITION/ELEVATION WELL
 BP0574
 BP0574  HISTORY     - Date     Condition        Report By
 BP0574  HISTORY     - 1977     MONUMENTED       NGS
 BP0574  HISTORY     - 1988     GOOD             USPSQD
 BP0574  HISTORY     - 19961007 GOOD             USPSQD
 BP0574  HISTORY     - 20030322 GOOD             USPSQD
 BP0574
 BP0574                          STATION DESCRIPTION
 BP0574
 BP0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0574'6.50 MI NW FROM FORT DAVIS.
 BP0574'ABOUT 5.60 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0574'COURTHOUSE AT FORT DAVIS, THENCE 0.90 MILES NORTHEAST ON ROAD
 BP0574'LEADING TO THE HARVARD UNIVERSITY ASTRONOMY STATION, 25 FT. WEST
 BP0574'OF THE CENTER LINE OF THE ROAD, 30 FT. NORTHEAST OF A LONE CEDAR
 BP0574'TREE AT THE BASE OF THE HILL.
 BP0574
 BP0574                          STATION RECOVERY (1988)
 BP0574
 BP0574'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0574'RECOVERED IN GOOD CONDITION.
 BP0574
 BP0574                          STATION RECOVERY (1996)
 BP0574
 BP0574'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0574'RECOVERED IN GOOD CONDITION.
 BP0574
 BP0574                          STATION RECOVERY (2003)
 BP0574
 BP0574'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0324 ***********************************************************************
 BQ0324  DESIGNATION -  N 1098
 BQ0324  PID         -  BQ0324
 BQ0324  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0324  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0324
 BQ0324                         *CURRENT SURVEY CONTROL
 BQ0324  ___________________________________________________________________
 BQ0324* NAD 83(1986)-  30 40 44.     (N)    104 01 03.     (W)     SCALED    
 BQ0324* NAVD 88     -      1945.499  (meters)    6382.86   (feet)  ADJUSTED  
 BQ0324  ___________________________________________________________________
 BQ0324  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0324  DYNAMIC HT  -        1942.189 (meters)    6372.00  (feet)  COMP
 BQ0324  MODELED GRAV-     978,868.8   (mgal)                       NAVD 88
 BQ0324  OBS GRAVITY -     978,850.8   (mgal)                       GRAV_OBS
 BQ0324
 BQ0324  VERT ORDER  -  FIRST     CLASS I
 BQ0324
 BQ0324.The horizontal coordinates were scaled from a topographic map and have
 BQ0324.an estimated accuracy of +/- 6 seconds.
 BQ0324
 BQ0324.The orthometric height was determined by differential leveling
 BQ0324.and adjusted by the National Geodetic Survey in June 1991..
 BQ0324
 BQ0324.The geoid height was determined by GEOID03.
 BQ0324
 BQ0324.The dynamic height is computed by dividing the NAVD 88
 BQ0324.geopotential number by the normal gravity value computed on the
 BQ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0324.degrees latitude (g = 980.6199 gals.).
 BQ0324
 BQ0324.The modeled gravity was interpolated from observed gravity values.
 BQ0324.The observed gravity was obtained from relative gravimeter ties
 BQ0324.to the IGSN71 gravity network.
 BQ0324
 BQ0324;                    North         East    Units  Estimated Accuracy
 BQ0324;SPC TX C     - 3,118,060.      347,070.      MT  (+/- 180 meters Scaled)
 BQ0324
 BQ0324                          SUPERSEDED SURVEY CONTROL
 BQ0324
 BQ0324  NGVD 29 (??/??/92) 1944.836  (m)         6380.68   (f) ADJ UNCH    1 1
 BQ0324
 BQ0324.Superseded values are not recommended for survey control.
 BQ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0324.See file dsdata.txt to determine how the superseded data were derived.
 BQ0324
 BQ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP941944(NAD 83)
 BQ0324_MARKER: DB = BENCH MARK DISK
 BQ0324_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0324_SP_SET: ROCK OUTCROP
 BQ0324_STAMPING: N 1098 1977
 BQ0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0324+STABILITY: POSITION/ELEVATION WELL
 BQ0324
 BQ0324  HISTORY     - Date     Condition        Report By
 BQ0324  HISTORY     - 1977     MONUMENTED       NGS
 BQ0324  HISTORY     - 1988     GOOD             USPSQD
 BQ0324  HISTORY     - 1989     GOOD             USPSQD
 BQ0324  HISTORY     - 19961007 GOOD             USPSQD
 BQ0324  HISTORY     - 20030322 GOOD             USPSQD
 BQ0324
 BQ0324                          STATION DESCRIPTION
 BQ0324
 BQ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0324'15.95 MI NW FROM FORT DAVIS.
 BQ0324'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE
 BQ0324'COUNTY COURTHOUSE AT FORT DAVIS, THENCE 0.85 MILES NORTHEAST
 BQ0324'ALONG SPUR 78 FROM ITS JUNCTION WITH 118, SET AT THE WEST FACE
 BQ0324'OF A HILL, ON THE EAST SIDE OF THE HIGHWAY IN A ROCKY LEDGE, 19 FT.
 BQ0324'EAST OF THE CENTER LINE OF THE HIGHWAY, 33 FT. SOUTHEAST OF A
 BQ0324'1-PIPE CULVERT.
 BQ0324
 BQ0324                          STATION RECOVERY (1988)
 BQ0324
 BQ0324'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0324'RECOVERED IN GOOD CONDITION.
 BQ0324
 BQ0324                          STATION RECOVERY (1989)
 BQ0324
 BQ0324'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0324'RECOVERED IN GOOD CONDITION.
 BQ0324
 BQ0324                          STATION RECOVERY (1996)
 BQ0324
 BQ0324'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0324'RECOVERED IN GOOD CONDITION.
 BQ0324
 BQ0324                          STATION RECOVERY (2003)
 BQ0324
 BQ0324'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0115 ***********************************************************************
 AZ0115  SACS        -  This is a Secondary Airport Control Station.
 AZ0115  DESIGNATION -  N 1099
 AZ0115  PID         -  AZ0115
 AZ0115  STATE/COUNTY-  TX/VAL VERDE
 AZ0115  USGS QUAD   -  DEL RIO SW (1972)
 AZ0115
 AZ0115                         *CURRENT SURVEY CONTROL
 AZ0115  ___________________________________________________________________
 AZ0115* NAD 83(1993)-  29 22 05.99776(N)    100 55 14.79723(W)     ADJUSTED  
 AZ0115* NAVD 88     -       302.372  (meters)     992.03   (feet)  ADJUSTED  
 AZ0115  ___________________________________________________________________
 AZ0115  X           -  -1,053,951.865 (meters)                     COMP
 AZ0115  Y           -  -5,462,425.969 (meters)                     COMP
 AZ0115  Z           -   3,109,681.311 (meters)                     COMP
 AZ0115  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AZ0115  ELLIP HEIGHT-         279.63  (meters)          (06/26/01) GPS OBS
 AZ0115  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0115  DYNAMIC HT  -         301.932 (meters)     990.59  (feet)  COMP
 AZ0115  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AZ0115
 AZ0115  HORZ ORDER  -  FIRST
 AZ0115  VERT ORDER  -  FIRST     CLASS II
 AZ0115  ELLP ORDER  -  SECOND    CLASS I
 AZ0115
 AZ0115.This mark is at Del Rio Intl (DRT) Airport (DRT)
 AZ0115
 AZ0115.The horizontal coordinates were established by GPS observations
 AZ0115.and adjusted by the National Geodetic Survey in June 1996..
 AZ0115
 AZ0115.The orthometric height was determined by differential leveling
 AZ0115.and adjusted by the National Geodetic Survey in June 1991..
 AZ0115.WARNING-GPS observations at this control monument resulted in a GPS
 AZ0115.derived orthometric height which differed from the leveled height by
 AZ0115.more than one decimeter (0.1 meter).
 AZ0115
 AZ0115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AZ0115
 AZ0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0115
 AZ0115.The ellipsoidal height was determined by GPS observations
 AZ0115.and is referenced to NAD 83.
 AZ0115
 AZ0115.The geoid height was determined by GEOID03.
 AZ0115
 AZ0115.The dynamic height is computed by dividing the NAVD 88
 AZ0115.geopotential number by the normal gravity value computed on the
 AZ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0115.degrees latitude (g = 980.6199 gals.).
 AZ0115
 AZ0115.The modeled gravity was interpolated from observed gravity values.
 AZ0115
 AZ0115;                    North         East     Units Scale Factor Converg.
 AZ0115;SPC TXSC     - 4,171,649.635   413,542.809   MT  0.99986341   -0 56 27.6
 AZ0115;SPC TXSC     -13,686,487.18  1,356,765.03   sFT  0.99986341   -0 56 27.6
 AZ0115;UTM  14      - 3,250,327.784   313,565.294   MT  1.00002890   -0 56 32.1
 AZ0115
 AZ0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0115!SPC TXSC     -   0.99995608  x   0.99986341  =   0.99981950
 AZ0115!UTM  14      -   0.99995608  x   1.00002890  =   0.99998498
 AZ0115
 AZ0115                          SUPERSEDED SURVEY CONTROL
 AZ0115
 AZ0115  ELLIP H (06/14/96)  279.77   (m)                       GP(       ) 2 1
 AZ0115  NGVD 29 (??/??/92)  302.286  (m)          991.75   (f) ADJ UNCH    1 2
 AZ0115
 AZ0115.Superseded values are not recommended for survey control.
 AZ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0115.See file dsdata.txt to determine how the superseded data were derived.
 AZ0115
 AZ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT1356550328(NAD 83)
 AZ0115_MARKER: DB = BENCH MARK DISK
 AZ0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0115_SP_SET: SLAB
 AZ0115_STAMPING: N 1099 1957
 AZ0115_MARK LOGO: CGS   
 AZ0115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AZ0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0115+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1986
 AZ0115
 AZ0115  HISTORY     - Date     Condition        Report By
 AZ0115  HISTORY     - 1957     MONUMENTED       CGS
 AZ0115  HISTORY     - 1982     GOOD             NGS
 AZ0115  HISTORY     - 1982     GOOD             USGS
 AZ0115  HISTORY     - 19860615 GOOD             NGS
 AZ0115  HISTORY     - 19980805 GOOD             USPSQD
 AZ0115
 AZ0115                          STATION DESCRIPTION
 AZ0115
 AZ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0115'IN DE RIO.
 AZ0115'ABOUT 0.45 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0115'STATION AT DEL RIO, THENCE 0.7 MILE NORTH ALONG AVENUE T THENCE, 0.45
 AZ0115'MILE WEST ALONG A DIRT ROAD LEADING INTO DEL RIO AIRPORT, 280 FEET
 AZ0115'SOUTH-SOUTHEAST OF THE MAINTENANCE HANGAR, IN THE CONCRETE SLAB OF THE
 AZ0115'COMPASS ROSE AND 1.4 FEET NORTH OF THE CENTER OF THE ROSE.
 AZ0115
 AZ0115                          STATION RECOVERY (1982)
 AZ0115
 AZ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0115'THE MARK IS ABOUT 0.4 KM (0.25 MI) SOUTHWEST AND ACROSS THE MAIN
 AZ0115'RUNWAY OF THE DEL RIO INTERNATIONAL AIRPORT BUILDING, AND IS SET
 AZ0115'0.4 METER (1.4 FT) NORTH OF THE CENTER OF A 10.6 METERS (35.0 FT) IN
 AZ0115'DIAMETER CONCRETE SLAB, 60.9 METERS (200.0 FT) SOUTHWEST OF THE
 AZ0115'SOUTHWEST EDGE OF THE RUNWAY, AND 45.7 METERS (150.0 FT) SOUTHEAST OF
 AZ0115'A POLE WITH A WIND SOCK.
 AZ0115'THE MARK IS 0.3 METERS  SW FROM  L 1099
 AZ0115'THE MARK IS ABOVE LEVEL WITH RUNWAY.
 AZ0115
 AZ0115                          STATION RECOVERY (1982)
 AZ0115
 AZ0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 AZ0115'RECOVERED IN GOOD CONDITION.
 AZ0115
 AZ0115                          STATION RECOVERY (1986)
 AZ0115
 AZ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AZ0115'THIS STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT.  IT IS 168.51
 AZ0115'FT (51.36 M) W OF WEST EDGE OF THE RUNWAY NEAR THE CENTER OF AN
 AZ0115'ABANDONED COMPASS ROSE.  THE COMPASS ROSE IS 40 FT (12.2 M) IN
 AZ0115'DIAMETER AND THE MARK IS 1.4 FT (0.4 M) N OF THE CENTER OF THE ROSE.
 AZ0115'THE MARK IS 270.05 FT (82.31 M) SE OF A WINDSOCK.  THE MARK IS A USCGS
 AZ0115'BM DISK SET FLUSH WITH THE CONCRETE ROSE.  IT IS STAMPED N 1099 1957.
 AZ0115
 AZ0115                          STATION RECOVERY (1998)
 AZ0115
 AZ0115'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0578 ***********************************************************************
 AB0578  DESIGNATION -  N 11
 AB0578  PID         -  AB0578
 AB0578  STATE/COUNTY-  TX/CAMERON
 AB0578  USGS QUAD   -  HARLINGEN (1983)
 AB0578
 AB0578                         *CURRENT SURVEY CONTROL
 AB0578  ___________________________________________________________________
 AB0578* NAD 83(1986)-  26 14 55.     (N)    097 43 01.     (W)     SCALED    
 AB0578* NAVD 88     -        11.105  (meters)      36.43   (feet)  ADJUSTED  
 AB0578  ___________________________________________________________________
 AB0578  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AB0578  DYNAMIC HT  -          11.087 (meters)      36.37  (feet)  COMP
 AB0578  MODELED GRAV-     979,037.6   (mgal)                       NAVD 88
 AB0578
 AB0578  VERT ORDER  -  FIRST     CLASS II
 AB0578
 AB0578.The horizontal coordinates were scaled from a topographic map and have
 AB0578.an estimated accuracy of +/- 6 seconds.
 AB0578
 AB0578.The orthometric height was determined by differential leveling
 AB0578.and adjusted by the National Geodetic Survey in June 1991..
 AB0578
 AB0578.The geoid height was determined by GEOID03.
 AB0578
 AB0578.The dynamic height is computed by dividing the NAVD 88
 AB0578.geopotential number by the normal gravity value computed on the
 AB0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0578.degrees latitude (g = 980.6199 gals.).
 AB0578
 AB0578.The modeled gravity was interpolated from observed gravity values.
 AB0578
 AB0578;                    North         East    Units  Estimated Accuracy
 AB0578;SPC TX S     - 5,064,720.      378,230.      MT  (+/- 180 meters Scaled)
 AB0578
 AB0578                          SUPERSEDED SURVEY CONTROL
 AB0578
 AB0578  NGVD 29 (??/??/92)   11.202  (m)           36.75   (f) ADJ UNCH    1 2
 AB0578
 AB0578.Superseded values are not recommended for survey control.
 AB0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0578.See file dsdata.txt to determine how the superseded data were derived.
 AB0578
 AB0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ281038(NAD 83)
 AB0578_MARKER: DD = SURVEY DISK
 AB0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0578_SP_SET: CULVERT
 AB0578_STAMPING: N 11 36.47
 AB0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0578
 AB0578  HISTORY     - Date     Condition        Report By
 AB0578  HISTORY     - UNK      MONUMENTED
 AB0578  HISTORY     - 1942     GOOD             NGS
 AB0578  HISTORY     - 1951     GOOD             NGS
 AB0578
 AB0578                          STATION DESCRIPTION
 AB0578
 AB0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0578'1.1 MI E FROM COMBES.
 AB0578'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0578'ROAD AND GO 1.1 MILES TO CONCRETE CULVERT AND SITE OF BENCH MARK.
 AB0578'BENCH MARK IS SET HORIZONTALLY IN CENTER OF THE TOP OF THE NORTH
 AB0578'HEADWALL OF THE CULVERT, IT IS 16 FEET NORTH OF AND ABOUT 1.0 FOOT
 AB0578'ABOVE THE CENTERLINE OF THE ROAD.  A CAMERON COUNTY DISK, STAMPED N 11
 AB0578'36.47 AND SET IN A DRILL HOLE.
 AB0578
 AB0578                          STATION RECOVERY (1951)
 AB0578
 AB0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0203 ***********************************************************************
 CB0203  DESIGNATION -  N 110
 CB0203  PID         -  CB0203
 CB0203  STATE/COUNTY-  TX/TOM GREEN
 CB0203  USGS QUAD   -  MOUNT NEBO (1978)
 CB0203
 CB0203                         *CURRENT SURVEY CONTROL
 CB0203  ___________________________________________________________________
 CB0203* NAD 83(1986)-  31 33 35.     (N)    100 33 36.     (W)     SCALED    
 CB0203* NAVD 88     -       595.418  (meters)    1953.47   (feet)  ADJUSTED  
 CB0203  ___________________________________________________________________
 CB0203  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0203  DYNAMIC HT  -         594.612 (meters)    1950.82  (feet)  COMP
 CB0203  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 CB0203
 CB0203  VERT ORDER  -  FIRST     CLASS II
 CB0203
 CB0203.The horizontal coordinates were scaled from a topographic map and have
 CB0203.an estimated accuracy of +/- 6 seconds.
 CB0203
 CB0203.The orthometric height was determined by differential leveling
 CB0203.and adjusted by the National Geodetic Survey in June 1991..
 CB0203
 CB0203.The geoid height was determined by GEOID03.
 CB0203
 CB0203.The dynamic height is computed by dividing the NAVD 88
 CB0203.geopotential number by the normal gravity value computed on the
 CB0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0203.degrees latitude (g = 980.6199 gals.).
 CB0203
 CB0203.The modeled gravity was interpolated from observed gravity values.
 CB0203
 CB0203;                    North         East    Units  Estimated Accuracy
 CB0203;SPC TX C     - 3,209,880.      678,480.      MT  (+/- 180 meters Scaled)
 CB0203
 CB0203                          SUPERSEDED SURVEY CONTROL
 CB0203
 CB0203  NGVD 29 (??/??/92)  595.253  (m)         1952.93   (f) ADJ UNCH    1 2
 CB0203
 CB0203.Superseded values are not recommended for survey control.
 CB0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0203.See file dsdata.txt to determine how the superseded data were derived.
 CB0203
 CB0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV519926(NAD 83)
 CB0203_MARKER: DB = BENCH MARK DISK
 CB0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0203_SP_SET: MONUMENT
 CB0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0203
 CB0203  HISTORY     - Date     Condition        Report By
 CB0203  HISTORY     - UNK      MONUMENTED       CGS
 CB0203  HISTORY     - 1933     GOOD             NGS
 CB0203  HISTORY     - 1935     GOOD             NGS
 CB0203
 CB0203                          STATION DESCRIPTION
 CB0203
 CB0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0203'10.3 MI NW FROM SAN ANGELO.
 CB0203'NEAR INTERSECTION OF SIDE ROAD WITH HIGHWAY, NORTHEAST OF MILE POST
 CB0203'82, 61 FEET NORTHEAST OF CENTERLINE OF HIGHWAY 385.
 CB0203
 CB0203                          STATION RECOVERY (1935)
 CB0203
 CB0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1229 ***********************************************************************
 AY1229  DESIGNATION -  N 1100
 AY1229  PID         -  AY1229
 AY1229  STATE/COUNTY-  TX/MEDINA
 AY1229  USGS QUAD   -  SABINAL NE (1969)
 AY1229
 AY1229                         *CURRENT SURVEY CONTROL
 AY1229  ___________________________________________________________________
 AY1229* NAD 83(1986)-  29 22 50.     (N)    099 20 25.     (W)     SCALED    
 AY1229* NAVD 88     -       332.607  (meters)    1091.23   (feet)  POSTED    
 AY1229  ___________________________________________________________________
 AY1229  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AY1229  DYNAMIC HT  -         332.120 (meters)    1089.63  (feet)  COMP
 AY1229  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 AY1229
 AY1229  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1229
 AY1229.The horizontal coordinates were scaled from a topographic map and have
 AY1229.an estimated accuracy of +/- 6 seconds.
 AY1229
 AY1229.The orthometric height was determined by differential leveling
 AY1229.and adjusted by the National Geodetic Survey in 1992..
 AY1229.No vertical observational check was made to the station.
 AY1229.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1229.was located on a no-check spur therefore a value was not computed.
 AY1229
 AY1229.The geoid height was determined by GEOID03.
 AY1229
 AY1229.The dynamic height is computed by dividing the NAVD 88
 AY1229.geopotential number by the normal gravity value computed on the
 AY1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1229.degrees latitude (g = 980.6199 gals.).
 AY1229
 AY1229.The modeled gravity was interpolated from observed gravity values.
 AY1229
 AY1229;                    North         East    Units  Estimated Accuracy
 AY1229;SPC TXSC     - 4,171,520.      566,970.      MT  (+/- 180 meters Scaled)
 AY1229
 AY1229                          SUPERSEDED SURVEY CONTROL
 AY1229
 AY1229  NGVD 29 (??/??/92)  332.478  (m)         1090.80   (f) ADJ UNCH    1 2
 AY1229
 AY1229.Superseded values are not recommended for survey control.
 AY1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1229.See file dsdata.txt to determine how the superseded data were derived.
 AY1229
 AY1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT669501(NAD 83)
 AY1229_MARKER: DB = BENCH MARK DISK
 AY1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1229_STAMPING: N 1100 1957
 AY1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1229+STABILITY: SURFACE MOTION
 AY1229
 AY1229  HISTORY     - Date     Condition        Report By
 AY1229  HISTORY     - 1957     MONUMENTED       CGS
 AY1229  HISTORY     - 1988     GOOD             USPSQD
 AY1229  HISTORY     - 19970430 POOR             USPSQD
 AY1229  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1229
 AY1229                          STATION DESCRIPTION
 AY1229
 AY1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1229'9.75 MI NE FROM SABINAL.
 AY1229'ABOUT 7.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1229'STATION AT SABINAL, THENCE 1.75 MILES NORTH ALONG A DIRT ROAD LEADING
 AY1229'TO THE ENTRANCE TO GLASSCOCK AUXILIARY AIRFIELD, THENCE 0.4 MILE EAST
 AY1229'ALONG AN ASPHALT ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD, 93 FEET
 AY1229'NORTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF A FENCE
 AY1229'CORNER POST, 2 FEET SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHEAST OF A
 AY1229'WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH
 AY1229'PROJECTS 6 INCHES.
 AY1229
 AY1229                          STATION RECOVERY (1988)
 AY1229
 AY1229'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1229'RECOVERED IN GOOD CONDITION.
 AY1229
 AY1229                          STATION RECOVERY (1997)
 AY1229
 AY1229'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1229'MARK RECOVERED IN POOR CONDITION.
 AY1229
 AY1229                          STATION RECOVERY (2001)
 AY1229
 AY1229'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1229'INACCESSABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0471 ***********************************************************************
 CC0471  DESIGNATION -  N 1101
 CC0471  PID         -  CC0471
 CC0471  STATE/COUNTY-  TX/REEVES
 CC0471  USGS QUAD   -  ORLA (1968)
 CC0471
 CC0471                         *CURRENT SURVEY CONTROL
 CC0471  ___________________________________________________________________
 CC0471* NAD 83(1986)-  31 52 13.     (N)    103 56 29.     (W)     SCALED    
 CC0471* NAVD 88     -       871.073  (meters)    2857.85   (feet)  ADJUSTED  
 CC0471  ___________________________________________________________________
 CC0471  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CC0471  DYNAMIC HT  -         869.784 (meters)    2853.62  (feet)  COMP
 CC0471  MODELED GRAV-     979,131.6   (mgal)                       NAVD 88
 CC0471
 CC0471  VERT ORDER  -  FIRST     CLASS II
 CC0471
 CC0471.The horizontal coordinates were scaled from a topographic map and have
 CC0471.an estimated accuracy of +/- 6 seconds.
 CC0471
 CC0471.The orthometric height was determined by differential leveling
 CC0471.and adjusted by the National Geodetic Survey in June 1991..
 CC0471
 CC0471.The geoid height was determined by GEOID03.
 CC0471
 CC0471.The dynamic height is computed by dividing the NAVD 88
 CC0471.geopotential number by the normal gravity value computed on the
 CC0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0471.degrees latitude (g = 980.6199 gals.).
 CC0471
 CC0471.The modeled gravity was interpolated from observed gravity values.
 CC0471
 CC0471;                    North         East    Units  Estimated Accuracy
 CC0471;SPC TX C     - 3,249,830.      358,650.      MT  (+/- 180 meters Scaled)
 CC0471
 CC0471                          SUPERSEDED SURVEY CONTROL
 CC0471
 CC0471  NGVD 29 (??/??/92)  870.574  (m)         2856.21   (f) ADJ UNCH    1 2
 CC0471
 CC0471.Superseded values are not recommended for survey control.
 CC0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0471.See file dsdata.txt to determine how the superseded data were derived.
 CC0471
 CC0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR001265(NAD 83)
 CC0471_MARKER: DB = BENCH MARK DISK
 CC0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0471_SP_SET: CULVERT
 CC0471_STAMPING: N 1101 1957
 CC0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0471
 CC0471  HISTORY     - Date     Condition        Report By
 CC0471  HISTORY     - 1957     MONUMENTED       CGS
 CC0471  HISTORY     - 1981     GOOD             NGS
 CC0471
 CC0471                          STATION DESCRIPTION
 CC0471
 CC0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0471'3.8 MI NW FROM ORLA.
 CC0471'ABOUT 3.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0471'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 108 FEET SOUTH OF
 CC0471'MILEPOST 227, IN THE TOP AND CENTER OF THE NORTHEAST CONCRETE HEAD
 CC0471'WALL OF A CULVERT UNDER U.S. HIGHWAY 285, 132 FEET SOUTHWEST OF THE
 CC0471'SOUTHWEST RAIL, 16 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CC0471'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CC0471
 CC0471                          STATION RECOVERY (1981)
 CC0471
 CC0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0471'5.9 KM (3.65 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0471'WITH FARM ROAD 652 IN ORLA, IN THE TOP CENTER OF THE NORTHEAST
 CC0471'HEADWALL OF A MULTI-CONCRETE CULVERT, 4.9 METERS (16.0 FT) NORTHEAST
 CC0471'OF THE CENTERLINE OF THE HIGHWAY.
 CC0471'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0299 ***********************************************************************
 BP0299  DESIGNATION -  N 1102
 BP0299  PID         -  BP0299
 BP0299  STATE/COUNTY-  TX/BREWSTER
 BP0299  USGS QUAD   -  MARATHON (1983)
 BP0299
 BP0299                         *CURRENT SURVEY CONTROL
 BP0299  ___________________________________________________________________
 BP0299* NAD 83(1986)-  30 12 15.     (N)    103 07 44.     (W)     SCALED    
 BP0299* NAVD 88     -      1245.072  (meters)    4084.87   (feet)  ADJUSTED  
 BP0299  ___________________________________________________________________
 BP0299  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BP0299  DYNAMIC HT  -        1243.043 (meters)    4078.22  (feet)  COMP
 BP0299  MODELED GRAV-     978,968.4   (mgal)                       NAVD 88
 BP0299
 BP0299  VERT ORDER  -  FIRST     CLASS II
 BP0299
 BP0299.The horizontal coordinates were scaled from a topographic map and have
 BP0299.an estimated accuracy of +/- 6 seconds.
 BP0299
 BP0299.The orthometric height was determined by differential leveling
 BP0299.and adjusted by the National Geodetic Survey in June 1991..
 BP0299
 BP0299.The geoid height was determined by GEOID03.
 BP0299
 BP0299.The dynamic height is computed by dividing the NAVD 88
 BP0299.geopotential number by the normal gravity value computed on the
 BP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0299.degrees latitude (g = 980.6199 gals.).
 BP0299
 BP0299.The modeled gravity was interpolated from observed gravity values.
 BP0299
 BP0299;                    North         East    Units  Estimated Accuracy
 BP0299;SPC TXSC     - 4,269,780.      202,530.      MT  (+/- 180 meters Scaled)
 BP0299
 BP0299                          SUPERSEDED SURVEY CONTROL
 BP0299
 BP0299  NGVD 29 (??/??/92) 1244.678  (m)         4083.58   (f) ADJ UNCH    1 2
 BP0299
 BP0299.Superseded values are not recommended for survey control.
 BP0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0299.See file dsdata.txt to determine how the superseded data were derived.
 BP0299
 BP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP801428(NAD 83)
 BP0299_MARKER: DB = BENCH MARK DISK
 BP0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0299_STAMPING: N 1102 1957
 BP0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0299+STABILITY: SURFACE MOTION
 BP0299
 BP0299  HISTORY     - Date     Condition        Report By
 BP0299  HISTORY     - 1957     MONUMENTED       CGS
 BP0299  HISTORY     - 20010331 GOOD             NGS
 BP0299
 BP0299                          STATION DESCRIPTION
 BP0299
 BP0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0299'7.0 MI E FROM MARATHON.
 BP0299'ABOUT 7.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0299'STATION AT MARATHON, 57 1/2 FEET SOUTHWEST OF MILEPOST 569, 52 FEET
 BP0299'SOUTH OF THE SOUTH RAIL, 4 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE,
 BP0299'3 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 BP0299'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BP0299'INCHES.
 BP0299
 BP0299                          STATION RECOVERY (2001)
 BP0299
 BP0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0299'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0369 ***********************************************************************
 BP0369  DESIGNATION -  N 1103
 BP0369  PID         -  BP0369
 BP0369  STATE/COUNTY-  TX/BREWSTER
 BP0369  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0369
 BP0369                         *CURRENT SURVEY CONTROL
 BP0369  ___________________________________________________________________
 BP0369* NAD 83(1986)-  30 23 19.     (N)    103 35 14.     (W)     SCALED    
 BP0369* NAVD 88     -      1370.715  (meters)    4497.09   (feet)  ADJUSTED  
 BP0369  ___________________________________________________________________
 BP0369  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 BP0369  DYNAMIC HT  -        1368.487 (meters)    4489.78  (feet)  COMP
 BP0369  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 BP0369
 BP0369  VERT ORDER  -  FIRST     CLASS II
 BP0369
 BP0369.The horizontal coordinates were scaled from a topographic map and have
 BP0369.an estimated accuracy of +/- 6 seconds.
 BP0369
 BP0369.The orthometric height was determined by differential leveling
 BP0369.and adjusted by the National Geodetic Survey in June 1991..
 BP0369.WARNING-Repeat measurements at this control monument indicate possible
 BP0369.vertical movement.
 BP0369
 BP0369.The geoid height was determined by GEOID03.
 BP0369
 BP0369.The dynamic height is computed by dividing the NAVD 88
 BP0369.geopotential number by the normal gravity value computed on the
 BP0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0369.degrees latitude (g = 980.6199 gals.).
 BP0369
 BP0369.The modeled gravity was interpolated from observed gravity values.
 BP0369
 BP0369;                    North         East    Units  Estimated Accuracy
 BP0369;SPC TXSC     - 4,291,850.      159,230.      MT  (+/- 180 meters Scaled)
 BP0369
 BP0369                          SUPERSEDED SURVEY CONTROL
 BP0369
 BP0369  NGVD 29 (??/??/92) 1370.263  (m)         4495.60   (f) ADJ UNCH    1 2
 BP0369
 BP0369.Superseded values are not recommended for survey control.
 BP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0369.See file dsdata.txt to determine how the superseded data were derived.
 BP0369
 BP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP357626(NAD 83)
 BP0369_MARKER: DB = BENCH MARK DISK
 BP0369_SETTING: 66 = SET IN ROCK OUTCROP
 BP0369_SP_SET: ROCK OUTCROP
 BP0369_STAMPING: N 1103 1957
 BP0369_MARK LOGO: CGS   
 BP0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0369+STABILITY: POSITION/ELEVATION WELL
 BP0369
 BP0369  HISTORY     - Date     Condition        Report By
 BP0369  HISTORY     - 1957     MONUMENTED       CGS
 BP0369  HISTORY     - 1981     GOOD             NGS
 BP0369
 BP0369                          STATION DESCRIPTION
 BP0369
 BP0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0369'5.2 MI NE FROM ALPINE.
 BP0369'ABOUT 5.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0369'FROM THE STATION AT ALPINE, 66 FEET NORTH OF THE 1ST POLE NORTHEAST OF
 BP0369'MILEPOST 602, IN THE TOP OF A HARD ROCK OUTCROP PROJECTING 2 FEET
 BP0369'ABOVE THE GROUND, 29 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT
 BP0369'MIDWAY OF A SHORT ROCKY CUT, 74 FEET SOUTHWEST OF A SEMAPHORE, AND
 BP0369'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BP0369
 BP0369                          STATION RECOVERY (1981)
 BP0369
 BP0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0369'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0369'THE RAILROAD STATION IN ALPINE, THENCE 3.0 KM (1.85 MI) EASTERLY ALONG
 BP0369'U.S. HIGHWAY 90, IN A 2 BY 2 FT EXPOSED AREA OF OUTCROPPING BEDROCK AT
 BP0369'THE CENTER OF A SMALL HIGHWAY CUT, 114.3 METERS (375.0 FT) SOUTHEAST
 BP0369'OF THE CENTERLINE OF THE HIGHWAY, 41.5 METERS (136.2 FT) NORTHEAST OF
 BP0369'MILEPOST 602, 18.3 METERS (60.0 FT) SOUTH OF A 2 BY 2 FT METAL BOX,
 BP0369'8.9 METERS (29.2 FT) SOUTHEAST OF THE NEAR RAIL AND 0.6 METER (2.0 FT)
 BP0369'ABOVE THE GROUND.
 BP0369'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0100 ***********************************************************************
 BQ0100  DESIGNATION -  N 1104
 BQ0100  PID         -  BQ0100
 BQ0100  STATE/COUNTY-  TX/PRESIDIO
 BQ0100  USGS QUAD   -  ARAGON (1983)
 BQ0100
 BQ0100                         *CURRENT SURVEY CONTROL
 BQ0100  ___________________________________________________________________
 BQ0100* NAD 83(1986)-  30 21 45.     (N)    104 11 32.     (W)     SCALED    
 BQ0100* NAVD 88     -      1490.743  (meters)    4890.88   (feet)  ADJUSTED  
 BQ0100  ___________________________________________________________________
 BQ0100  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BQ0100  DYNAMIC HT  -        1488.239 (meters)    4882.66  (feet)  COMP
 BQ0100  MODELED GRAV-     978,909.7   (mgal)                       NAVD 88
 BQ0100
 BQ0100  VERT ORDER  -  FIRST     CLASS II
 BQ0100
 BQ0100.The horizontal coordinates were scaled from a topographic map and have
 BQ0100.an estimated accuracy of +/- 6 seconds.
 BQ0100
 BQ0100.The orthometric height was determined by differential leveling
 BQ0100.and adjusted by the National Geodetic Survey in June 1991..
 BQ0100
 BQ0100.The geoid height was determined by GEOID03.
 BQ0100
 BQ0100.The dynamic height is computed by dividing the NAVD 88
 BQ0100.geopotential number by the normal gravity value computed on the
 BQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0100.degrees latitude (g = 980.6199 gals.).
 BQ0100
 BQ0100.The modeled gravity was interpolated from observed gravity values.
 BQ0100
 BQ0100;                    North         East    Units  Estimated Accuracy
 BQ0100;SPC TXSC     - 4,291,390.      101,010.      MT  (+/- 180 meters Scaled)
 BQ0100
 BQ0100                          SUPERSEDED SURVEY CONTROL
 BQ0100
 BQ0100  NGVD 29 (??/??/92) 1490.116  (m)         4888.82   (f) ADJ UNCH    1 2
 BQ0100
 BQ0100.Superseded values are not recommended for survey control.
 BQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0100.See file dsdata.txt to determine how the superseded data were derived.
 BQ0100
 BQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP776592(NAD 83)
 BQ0100_MARKER: DB = BENCH MARK DISK
 BQ0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0100_SP_SET: SEMAPHORE
 BQ0100_STAMPING: N 1104 1957
 BQ0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0100
 BQ0100  HISTORY     - Date     Condition        Report By
 BQ0100  HISTORY     - 1957     MONUMENTED       CGS
 BQ0100  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0100  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0100
 BQ0100                          STATION DESCRIPTION
 BQ0100
 BQ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0100'11.3 MI NW FROM MARFA.
 BQ0100'ABOUT 11.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0100'FROM THE STATION AT MARFA, 121 FEET NORTHWEST OF AND ACROSS THE TRACK
 BQ0100'FROM MILEPOST 644, IN THE TOP AND CENTER OF AN ABANDONED CONCRETE
 BQ0100'SEMAPHORE BASE, 8 1/2 FEET NORTH OF THE NORTH RAIL, ABOUT LEVEL WITH
 BQ0100'THE TRACK.
 BQ0100
 BQ0100                          STATION RECOVERY (1981)
 BQ0100
 BQ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0100'NOTE=THE SEMAPHORE BASE IS NO LONGER AT THIS LOCATION.
 BQ0100
 BQ0100                          STATION RECOVERY (1996)
 BQ0100
 BQ0100'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0130 ***********************************************************************
 BP0130  DESIGNATION -  N 1105
 BP0130  PID         -  BP0130
 BP0130  STATE/COUNTY-  TX/BREWSTER
 BP0130  USGS QUAD   -  FRESNO CREEK (1968)
 BP0130
 BP0130                         *CURRENT SURVEY CONTROL
 BP0130  ___________________________________________________________________
 BP0130* NAD 83(1986)-  30 06 50.     (N)    102 43 47.     (W)     SCALED    
 BP0130* NAVD 88     -      1096.268  (meters)    3596.67   (feet)  ADJUSTED  
 BP0130  ___________________________________________________________________
 BP0130  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BP0130  DYNAMIC HT  -        1094.519 (meters)    3590.93  (feet)  COMP
 BP0130  MODELED GRAV-     979,009.3   (mgal)                       NAVD 88
 BP0130
 BP0130  VERT ORDER  -  FIRST     CLASS II
 BP0130
 BP0130.The horizontal coordinates were scaled from a topographic map and have
 BP0130.an estimated accuracy of +/- 6 seconds.
 BP0130
 BP0130.The orthometric height was determined by differential leveling
 BP0130.and adjusted by the National Geodetic Survey in June 1991..
 BP0130
 BP0130.The geoid height was determined by GEOID03.
 BP0130
 BP0130.The dynamic height is computed by dividing the NAVD 88
 BP0130.geopotential number by the normal gravity value computed on the
 BP0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0130.degrees latitude (g = 980.6199 gals.).
 BP0130
 BP0130.The modeled gravity was interpolated from observed gravity values.
 BP0130
 BP0130;                    North         East    Units  Estimated Accuracy
 BP0130;SPC TXSC     - 4,258,480.      240,620.      MT  (+/- 180 meters Scaled)
 BP0130
 BP0130                          SUPERSEDED SURVEY CONTROL
 BP0130
 BP0130  NGVD 29 (??/??/92) 1095.943  (m)         3595.61   (f) ADJ UNCH    1 2
 BP0130
 BP0130.Superseded values are not recommended for survey control.
 BP0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0130.See file dsdata.txt to determine how the superseded data were derived.
 BP0130
 BP0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP187335(NAD 83)
 BP0130_MARKER: DB = BENCH MARK DISK
 BP0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0130_STAMPING: N 1105 1957
 BP0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0130+STABILITY: SURFACE MOTION
 BP0130
 BP0130  HISTORY     - Date     Condition        Report By
 BP0130  HISTORY     - 1957     MONUMENTED       CGS
 BP0130
 BP0130                          STATION DESCRIPTION
 BP0130
 BP0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0130'6.75 MI W FROM LONGFELLOW.
 BP0130'ABOUT 6.75 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0130'THE SECTION FOREMANS HOUSE AT LONGFELLOW, 2 1/2 POLES NORTHEAST OF
 BP0130'MILEPOST 539, 29 FEET NORTHWEST OF THE NORTHWEST RAIL, 75 FEET
 BP0130'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 38 FEET WEST OF THE WEST
 BP0130'CORNER OF TRESTLE NUMBER 538.86, 31 1/2 FEET NORTHEAST OF A TELEPHONE
 BP0130'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET SOUTHWEST OF A
 BP0130'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 BP0130'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0053 ***********************************************************************
 BP0053  DESIGNATION -  N 1106
 BP0053  PID         -  BP0053
 BP0053  STATE/COUNTY-  TX/TERRELL
 BP0053  USGS QUAD   -  SANDERSON SE (1969)
 BP0053
 BP0053                         *CURRENT SURVEY CONTROL
 BP0053  ___________________________________________________________________
 BP0053* NAD 83(1986)-  30 05 10.     (N)    102 20 49.     (W)     SCALED    
 BP0053* NAVD 88     -       777.636  (meters)    2551.29   (feet)  ADJUSTED  
 BP0053  ___________________________________________________________________
 BP0053  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BP0053  DYNAMIC HT  -         776.451 (meters)    2547.41  (feet)  COMP
 BP0053  MODELED GRAV-     979,092.7   (mgal)                       NAVD 88
 BP0053
 BP0053  VERT ORDER  -  FIRST     CLASS II
 BP0053
 BP0053.The horizontal coordinates were scaled from a topographic map and have
 BP0053.an estimated accuracy of +/- 6 seconds.
 BP0053
 BP0053.The orthometric height was determined by differential leveling
 BP0053.and adjusted by the National Geodetic Survey in June 1991..
 BP0053
 BP0053.The geoid height was determined by GEOID03.
 BP0053
 BP0053.The dynamic height is computed by dividing the NAVD 88
 BP0053.geopotential number by the normal gravity value computed on the
 BP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0053.degrees latitude (g = 980.6199 gals.).
 BP0053
 BP0053.The modeled gravity was interpolated from observed gravity values.
 BP0053
 BP0053;                    North         East    Units  Estimated Accuracy
 BP0053;SPC TXSC     - 4,254,290.      277,410.      MT  (+/- 180 meters Scaled)
 BP0053
 BP0053                          SUPERSEDED SURVEY CONTROL
 BP0053
 BP0053  NGVD 29 (??/??/92)  777.400  (m)         2550.52   (f) ADJ UNCH    1 2
 BP0053
 BP0053.Superseded values are not recommended for survey control.
 BP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0053.See file dsdata.txt to determine how the superseded data were derived.
 BP0053
 BP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP557312(NAD 83)
 BP0053_MARKER: DB = BENCH MARK DISK
 BP0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0053_STAMPING: N 1106 1957
 BP0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0053+STABILITY: SURFACE MOTION
 BP0053
 BP0053  HISTORY     - Date     Condition        Report By
 BP0053  HISTORY     - 1957     MONUMENTED       CGS
 BP0053
 BP0053                          STATION DESCRIPTION
 BP0053
 BP0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0053'5.9 MI SE FROM SANDERSON.
 BP0053'ABOUT 5.9 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0053'FROM THE STATION AT SANDERSON, 50 1/2 FEET SOUTH-SOUTHEAST OF MILEPOST
 BP0053'501, 90 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ON THE CREST OF A
 BP0053'SLIGHT KNOLL, 2 1/2 FEET NORTHWEST OF A FENCE, 2 1/2 FEET SOUTH OF A
 BP0053'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP
 BP0053'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0089 ***********************************************************************
 BP0089  DESIGNATION -  N 1107
 BP0089  PID         -  BP0089
 BP0089  STATE/COUNTY-  TX/TERRELL
 BP0089  USGS QUAD   -  DRYDEN (1968)
 BP0089
 BP0089                         *CURRENT SURVEY CONTROL
 BP0089  ___________________________________________________________________
 BP0089* NAD 83(1986)-  30 01 29.     (N)    102 00 08.     (W)     SCALED    
 BP0089* NAVD 88     -       570.995  (meters)    1873.34   (feet)  ADJUSTED  
 BP0089  ___________________________________________________________________
 BP0089  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BP0089  DYNAMIC HT  -         570.141 (meters)    1870.54  (feet)  COMP
 BP0089  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 BP0089
 BP0089  VERT ORDER  -  FIRST     CLASS II
 BP0089
 BP0089.The horizontal coordinates were scaled from a topographic map and have
 BP0089.an estimated accuracy of +/- 6 seconds.
 BP0089
 BP0089.The orthometric height was determined by differential leveling
 BP0089.and adjusted by the National Geodetic Survey in June 1991..
 BP0089
 BP0089.The geoid height was determined by GEOID03.
 BP0089
 BP0089.The dynamic height is computed by dividing the NAVD 88
 BP0089.geopotential number by the normal gravity value computed on the
 BP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0089.degrees latitude (g = 980.6199 gals.).
 BP0089
 BP0089.The modeled gravity was interpolated from observed gravity values.
 BP0089
 BP0089;                    North         East    Units  Estimated Accuracy
 BP0089;SPC TXSC     - 4,246,590.      310,450.      MT  (+/- 180 meters Scaled)
 BP0089
 BP0089                          SUPERSEDED SURVEY CONTROL
 BP0089
 BP0089  NGVD 29 (??/??/92)  570.816  (m)         1872.75   (f) ADJ UNCH    1 2
 BP0089
 BP0089.Superseded values are not recommended for survey control.
 BP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0089.See file dsdata.txt to determine how the superseded data were derived.
 BP0089
 BP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP891253(NAD 83)
 BP0089_MARKER: DB = BENCH MARK DISK
 BP0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0089_STAMPING: N 1107 1957
 BP0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0089+STABILITY: SURFACE MOTION
 BP0089
 BP0089  HISTORY     - Date     Condition        Report By
 BP0089  HISTORY     - 1957     MONUMENTED       CGS
 BP0089  HISTORY     - 1958     GOOD             NGS
 BP0089
 BP0089                          STATION DESCRIPTION
 BP0089
 BP0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0089'8.05 MI SE FROM DRYDEN.
 BP0089'ABOUT 8.05 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0089'FROM THE STATION AT DRYDEN, 19 1/2 FEET NORTHWEST OF THE 2ND POLE
 BP0089'NORTHWEST OF MILEPOST 477, 51 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 BP0089'THE MAIN TRACK, 215 FEET NORTHWEST OF A ROUND CONCRETE TELEPHONE
 BP0089'BOOTH, 105 FEET SOUTH OF THE SOUTH CORNER OF TRESTLE NUMBER 477.14, 2
 BP0089'1/2 FEET SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, 2 1/2 FEET
 BP0089'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 BP0089'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0220 ***********************************************************************
 BQ0220  DESIGNATION -  N 1108
 BQ0220  PID         -  BQ0220
 BQ0220  STATE/COUNTY-  TX/HUDSPETH
 BQ0220  USGS QUAD   -  BASS CANYON (1972)
 BQ0220
 BQ0220                         *CURRENT SURVEY CONTROL
 BQ0220  ___________________________________________________________________
 BQ0220* NAD 83(1986)-  30 57 11.     (N)    104 56 40.     (W)     SCALED    
 BQ0220* NAVD 88     -      1271.084  (meters)    4170.21   (feet)  ADJUSTED  
 BQ0220  ___________________________________________________________________
 BQ0220  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BQ0220  DYNAMIC HT  -        1269.056 (meters)    4163.56  (feet)  COMP
 BQ0220  MODELED GRAV-     979,001.4   (mgal)                       NAVD 88
 BQ0220
 BQ0220  VERT ORDER  -  FIRST     CLASS II
 BQ0220
 BQ0220.The horizontal coordinates were scaled from a topographic map and have
 BQ0220.an estimated accuracy of +/- 6 seconds.
 BQ0220
 BQ0220.The orthometric height was determined by differential leveling
 BQ0220.and adjusted by the National Geodetic Survey in June 1991..
 BQ0220
 BQ0220.The geoid height was determined by GEOID03.
 BQ0220
 BQ0220.The dynamic height is computed by dividing the NAVD 88
 BQ0220.geopotential number by the normal gravity value computed on the
 BQ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0220.degrees latitude (g = 980.6199 gals.).
 BQ0220
 BQ0220.The modeled gravity was interpolated from observed gravity values.
 BQ0220
 BQ0220;                    North         East    Units  Estimated Accuracy
 BQ0220;SPC TX C     - 3,151,730.      259,580.      MT  (+/- 180 meters Scaled)
 BQ0220
 BQ0220                          SUPERSEDED SURVEY CONTROL
 BQ0220
 BQ0220  NGVD 29 (??/??/92) 1270.541  (m)         4168.43   (f) ADJ UNCH    1 2
 BQ0220
 BQ0220.Superseded values are not recommended for survey control.
 BQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0220.See file dsdata.txt to determine how the superseded data were derived.
 BQ0220
 BQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ053244(NAD 83)
 BQ0220_MARKER: DB = BENCH MARK DISK
 BQ0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0220_SP_SET: CULVERT
 BQ0220_STAMPING: N 1108 1957
 BQ0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0220
 BQ0220  HISTORY     - Date     Condition        Report By
 BQ0220  HISTORY     - 1957     MONUMENTED       CGS
 BQ0220
 BQ0220                          STATION DESCRIPTION
 BQ0220
 BQ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0220'5.75 MI SE FROM HOT WELLS.
 BQ0220'ABOUT 5.75 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0220'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 2 POLES SOUTHEAST OF
 BQ0220'MILEPOST 708, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 BQ0220'CONCRETE HEADWALL OF A CATTLE GUARD, 59 FEET SOUTHWEST OF THE
 BQ0220'SOUTHWEST RAIL, 7 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, ABOUT 1
 BQ0220'FOOT BELOW THE LEVEL OF THE TRACK, AND 1 FOOT ABOVE THE LEVEL OF THE
 BQ0220'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0086 ***********************************************************************
 BQ0086  DESIGNATION -  N 1109
 BQ0086  PID         -  BQ0086
 BQ0086  STATE/COUNTY-  TX/PRESIDIO
 BQ0086  USGS QUAD   -  RYAN (1983)
 BQ0086
 BQ0086                         *CURRENT SURVEY CONTROL
 BQ0086  ___________________________________________________________________
 BQ0086* NAD 83(1986)-  30 26 24.     (N)    104 18 41.     (W)     SCALED    
 BQ0086* NAVD 88     -      1445.101  (meters)    4741.14   (feet)  ADJUSTED  
 BQ0086  ___________________________________________________________________
 BQ0086  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 BQ0086  DYNAMIC HT  -        1442.683 (meters)    4733.20  (feet)  COMP
 BQ0086  MODELED GRAV-     978,917.7   (mgal)                       NAVD 88
 BQ0086
 BQ0086  VERT ORDER  -  FIRST     CLASS II
 BQ0086
 BQ0086.The horizontal coordinates were scaled from a topographic map and have
 BQ0086.an estimated accuracy of +/- 6 seconds.
 BQ0086
 BQ0086.The orthometric height was determined by differential leveling
 BQ0086.and adjusted by the National Geodetic Survey in June 1991..
 BQ0086
 BQ0086.The geoid height was determined by GEOID03.
 BQ0086
 BQ0086.The dynamic height is computed by dividing the NAVD 88
 BQ0086.geopotential number by the normal gravity value computed on the
 BQ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0086.degrees latitude (g = 980.6199 gals.).
 BQ0086
 BQ0086.The modeled gravity was interpolated from observed gravity values.
 BQ0086
 BQ0086;                    North         East    Units  Estimated Accuracy
 BQ0086;SPC TXSC     - 4,300,490.       89,950.      MT  (+/- 180 meters Scaled)
 BQ0086
 BQ0086                          SUPERSEDED SURVEY CONTROL
 BQ0086
 BQ0086  NGVD 29 (??/??/92) 1444.480  (m)         4739.10   (f) ADJ UNCH    1 2
 BQ0086
 BQ0086.Superseded values are not recommended for survey control.
 BQ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0086.See file dsdata.txt to determine how the superseded data were derived.
 BQ0086
 BQ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP661677(NAD 83)
 BQ0086_MARKER: DB = BENCH MARK DISK
 BQ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0086_STAMPING: N 1109 1957
 BQ0086_MARK LOGO: CGS   
 BQ0086_PROJECTION: PROJECTING 15 CENTIMETERS
 BQ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0086+STABILITY: SURFACE MOTION
 BQ0086
 BQ0086  HISTORY     - Date     Condition        Report By
 BQ0086  HISTORY     - 1957     MONUMENTED       CGS
 BQ0086  HISTORY     - 1981     GOOD             NGS
 BQ0086  HISTORY     - 1989     GOOD             USPSQD
 BQ0086  HISTORY     - 19961009 GOOD             USPSQD
 BQ0086
 BQ0086                          STATION DESCRIPTION
 BQ0086
 BQ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0086'14.8 MI SE FROM VALENTINE.
 BQ0086'ABOUT 14.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0086'FROM THE STATION AT VALENTINE, 7 1/2 FEET NORTHWEST OF MILEPOST 653,
 BQ0086'42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.8 MILE NORTHWEST OF THE
 BQ0086'RYAN SIDING SIGN, 116 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 BQ0086'HIGHWAY 90, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 BQ0086'3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0086'PROJECTING 6 INCHES.
 BQ0086
 BQ0086                          STATION RECOVERY (1981)
 BQ0086
 BQ0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0086'24.5 KM (15.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0086'IN VALENTINE, 35.4 METERS (116.0 FT) NORTHEAST OF THE CENTERLINE OF
 BQ0086'THE HIGHWAY, 12.8 METERS (42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0086'SOUTHERN PACIFIC RAILROAD, 2.3 METERS (7.5 FT) NORTHWEST OF RAILROAD
 BQ0086'MILE POST 653, AND 0.8 METERS (2.5 FT) SOUTHEAST OF A 4X4 INCH WOODEN
 BQ0086'WITNESS POST.
 BQ0086'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0086'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0086
 BQ0086                          STATION RECOVERY (1989)
 BQ0086
 BQ0086'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0086'RECOVERED IN GOOD CONDITION.
 BQ0086
 BQ0086                          STATION RECOVERY (1996)
 BQ0086
 BQ0086'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0304 ***********************************************************************
 CB0304  DESIGNATION -  N 111
 CB0304  PID         -  CB0304
 CB0304  STATE/COUNTY-  TX/STERLING
 CB0304  USGS QUAD   -  SAND BLUFF DRAW (1978)
 CB0304
 CB0304                         *CURRENT SURVEY CONTROL
 CB0304  ___________________________________________________________________
 CB0304* NAD 83(1986)-  31 57 45.     (N)    101 13 07.     (W)     SCALED    
 CB0304* NAVD 88     -       756.487  (meters)    2481.91   (feet)  ADJUSTED  
 CB0304  ___________________________________________________________________
 CB0304  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 CB0304  DYNAMIC HT  -         755.450 (meters)    2478.51  (feet)  COMP
 CB0304  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 CB0304
 CB0304  VERT ORDER  -  FIRST     CLASS II
 CB0304
 CB0304.The horizontal coordinates were scaled from a topographic map and have
 CB0304.an estimated accuracy of +/- 6 seconds.
 CB0304
 CB0304.The orthometric height was determined by differential leveling
 CB0304.and adjusted by the National Geodetic Survey in June 1991..
 CB0304
 CB0304.The geoid height was determined by GEOID03.
 CB0304
 CB0304.The dynamic height is computed by dividing the NAVD 88
 CB0304.geopotential number by the normal gravity value computed on the
 CB0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0304.degrees latitude (g = 980.6199 gals.).
 CB0304
 CB0304.The modeled gravity was interpolated from observed gravity values.
 CB0304
 CB0304;                    North         East    Units  Estimated Accuracy
 CB0304;SPC TX C     - 3,254,850.      616,310.      MT  (+/- 180 meters Scaled)
 CB0304
 CB0304                          SUPERSEDED SURVEY CONTROL
 CB0304
 CB0304  NGVD 29 (??/??/92)  756.249  (m)         2481.13   (f) ADJ UNCH    1 2
 CB0304
 CB0304.Superseded values are not recommended for survey control.
 CB0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0304.See file dsdata.txt to determine how the superseded data were derived.
 CB0304
 CB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA903384(NAD 83)
 CB0304_MARKER: DB = BENCH MARK DISK
 CB0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0304_STAMPING: 2481.127 N 111 1933
 CB0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0304+STABILITY: SURFACE MOTION
 CB0304
 CB0304  HISTORY     - Date     Condition        Report By
 CB0304  HISTORY     - 1933     MONUMENTED       CGS
 CB0304  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0304
 CB0304                          STATION DESCRIPTION
 CB0304
 CB0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CB0304'17.5 MI NW FROM STERLING CITY.
 CB0304'17.5 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM STERLING CITY,
 CB0304'STERLING COUNTY, 250 FEET WEST OF A CULVERT, AND 46 FEET NORTH OF THE
 CB0304'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2481.127 N 111
 CB0304'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 CB0304'GROUND.
 CB0304
 CB0304                          STATION RECOVERY (1973)
 CB0304
 CB0304'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0267 ***********************************************************************
 BQ0267  DESIGNATION -  N 1110 RESET 1958
 BQ0267  PID         -  BQ0267
 BQ0267  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0267  USGS QUAD   -  CHISPA (1972)
 BQ0267
 BQ0267                         *CURRENT SURVEY CONTROL
 BQ0267  ___________________________________________________________________
 BQ0267* NAD 83(1986)-  30 41 45.     (N)    104 38 05.     (W)     SCALED    
 BQ0267* NAVD 88     -      1264.818  (meters)    4149.66   (feet)  ADJUSTED  
 BQ0267  ___________________________________________________________________
 BQ0267  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 BQ0267  DYNAMIC HT  -        1262.770 (meters)    4142.94  (feet)  COMP
 BQ0267  MODELED GRAV-     978,978.4   (mgal)                       NAVD 88
 BQ0267
 BQ0267  VERT ORDER  -  FIRST     CLASS II
 BQ0267
 BQ0267.The horizontal coordinates were scaled from a topographic map and have
 BQ0267.an estimated accuracy of +/- 6 seconds.
 BQ0267
 BQ0267.The orthometric height was determined by differential leveling
 BQ0267.and adjusted by the National Geodetic Survey in June 1991..
 BQ0267
 BQ0267.The geoid height was determined by GEOID03.
 BQ0267
 BQ0267.The dynamic height is computed by dividing the NAVD 88
 BQ0267.geopotential number by the normal gravity value computed on the
 BQ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0267.degrees latitude (g = 980.6199 gals.).
 BQ0267
 BQ0267.The modeled gravity was interpolated from observed gravity values.
 BQ0267
 BQ0267;                    North         East    Units  Estimated Accuracy
 BQ0267;SPC TX C     - 3,122,050.      288,050.      MT  (+/- 180 meters Scaled)
 BQ0267
 BQ0267                          SUPERSEDED SURVEY CONTROL
 BQ0267
 BQ0267.No superseded survey control is available for this station.
 BQ0267
 BQ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP349959(NAD 83)
 BQ0267_MARKER: DB = BENCH MARK DISK
 BQ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0267_STAMPING: N 1110 RESET 1958
 BQ0267_MARK LOGO: CGS   
 BQ0267_PROJECTION: PROJECTING 15 CENTIMETERS
 BQ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0267+STABILITY: SURFACE MOTION
 BQ0267
 BQ0267  HISTORY     - Date     Condition        Report By
 BQ0267  HISTORY     - 1958     MONUMENTED       CGS
 BQ0267  HISTORY     - 1981     GOOD             NGS
 BQ0267  HISTORY     - 19961009 GOOD             USPSQD
 BQ0267
 BQ0267                          STATION DESCRIPTION
 BQ0267
 BQ0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0267'11.3 MI NW FROM VALENTINE.
 BQ0267'ABOUT 11.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0267'FROM THE STATION AT VALENTINE, 12 FEET SOUTHEAST OF THE 3RD POLE
 BQ0267'NORTHWEST OF MILEPOST 679, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4
 BQ0267'RAILS SOUTHEAST OF A WOODEN BRIDGE, 116 FEET NORTHEAST OF THE CENTER
 BQ0267'LINE OF U. S. HIGHWAY 90, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN
 BQ0267'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 2 FEET
 BQ0267'BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BQ0267'PROJECTING 6 INCHES.
 BQ0267
 BQ0267                          STATION RECOVERY (1981)
 BQ0267
 BQ0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0267'17.2 KM (10.7 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0267'IN VALENTINE, 0.2 KM (0.1 MI) NORTHWEST OF MILE POST 679, 35.4 METERS
 BQ0267'(116.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.8 METERS
 BQ0267'(42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 BQ0267'AND 3.7 METERS (12.0 FT) SOUTHEAST OF A UTILITY POLE.
 BQ0267'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0267'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0267
 BQ0267                          STATION RECOVERY (1996)
 BQ0267
 BQ0267'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0245 ***********************************************************************
 AZ0245  DESIGNATION -  N 1111
 AZ0245  PID         -  AZ0245
 AZ0245  STATE/COUNTY-  TX/VAL VERDE
 AZ0245  USGS QUAD   -  PECOS HIGH BRIDGE (1979)
 AZ0245
 AZ0245                         *CURRENT SURVEY CONTROL
 AZ0245  ___________________________________________________________________
 AZ0245* NAD 83(1986)-  29 46 00.     (N)    101 19 21.     (W)     SCALED    
 AZ0245* NAVD 88     -       454.486  (meters)    1491.09   (feet)  ADJUSTED  
 AZ0245  ___________________________________________________________________
 AZ0245  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AZ0245  DYNAMIC HT  -         453.821 (meters)    1488.91  (feet)  COMP
 AZ0245  MODELED GRAV-     979,166.6   (mgal)                       NAVD 88
 AZ0245
 AZ0245  VERT ORDER  -  FIRST     CLASS II
 AZ0245
 AZ0245.The horizontal coordinates were scaled from a topographic map and have
 AZ0245.an estimated accuracy of +/- 6 seconds.
 AZ0245
 AZ0245.The orthometric height was determined by differential leveling
 AZ0245.and adjusted by the National Geodetic Survey in June 1991..
 AZ0245
 AZ0245.The geoid height was determined by GEOID03.
 AZ0245
 AZ0245.The dynamic height is computed by dividing the NAVD 88
 AZ0245.geopotential number by the normal gravity value computed on the
 AZ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0245.degrees latitude (g = 980.6199 gals.).
 AZ0245
 AZ0245.The modeled gravity was interpolated from observed gravity values.
 AZ0245
 AZ0245;                    North         East    Units  Estimated Accuracy
 AZ0245;SPC TXSC     - 4,216,500.      375,430.      MT  (+/- 180 meters Scaled)
 AZ0245
 AZ0245                          SUPERSEDED SURVEY CONTROL
 AZ0245
 AZ0245  NGVD 29 (??/??/92)  454.364  (m)         1490.69   (f) ADJ UNCH    1 2
 AZ0245
 AZ0245.Superseded values are not recommended for survey control.
 AZ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0245.See file dsdata.txt to determine how the superseded data were derived.
 AZ0245
 AZ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT754951(NAD 83)
 AZ0245_MARKER: DB = BENCH MARK DISK
 AZ0245_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0245_SP_SET: ROCK
 AZ0245_STAMPING: N 1111 1957
 AZ0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0245+STABILITY: POSITION/ELEVATION WELL
 AZ0245
 AZ0245  HISTORY     - Date     Condition        Report By
 AZ0245  HISTORY     - 1957     MONUMENTED       CGS
 AZ0245  HISTORY     - 1958     GOOD             NGS
 AZ0245  HISTORY     - 20010607 MARK NOT FOUND   USPSQD
 AZ0245
 AZ0245                          STATION DESCRIPTION
 AZ0245
 AZ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0245'12.25 MI NW FROM COMSTOCK.
 AZ0245'ABOUT 12.25 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0245'FROM THE STATION AT COMSTOCK, 97 FEET WEST OF THE 5TH POLE
 AZ0245'EAST-NORTHEAST OF MILEPOST 426, IN THE TOP OF A ROCK WHICH IS FLUSH
 AZ0245'WITH THE GROUND, 8 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL, AT THE WEST
 AZ0245'END OF A CUT, 13 FEET EAST-NORTHEAST OF THE CENTER OF A SECTION CAR
 AZ0245'SETOFF, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 AZ0245
 AZ0245                          STATION RECOVERY (2001)
 AZ0245
 AZ0245'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0245'INACCESIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0271 ***********************************************************************
 AZ0271  DESIGNATION -  N 1112
 AZ0271  PID         -  AZ0271
 AZ0271  STATE/COUNTY-  TX/VAL VERDE
 AZ0271  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0271
 AZ0271                         *CURRENT SURVEY CONTROL
 AZ0271  ___________________________________________________________________
 AZ0271* NAD 83(1986)-  29 33 23.     (N)    101 06 31.     (W)     SCALED    
 AZ0271* NAVD 88     -       372.362  (meters)    1221.66   (feet)  POSTED    
 AZ0271  ___________________________________________________________________
 AZ0271  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AZ0271  DYNAMIC HT  -         371.820 (meters)    1219.88  (feet)  COMP
 AZ0271  MODELED GRAV-     979,170.1   (mgal)                       NAVD 88
 AZ0271
 AZ0271  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0271
 AZ0271.The horizontal coordinates were scaled from a topographic map and have
 AZ0271.an estimated accuracy of +/- 6 seconds.
 AZ0271
 AZ0271.The orthometric height was determined by differential leveling
 AZ0271.and adjusted by the National Geodetic Survey in 1992..
 AZ0271.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0271.rate of 0.0 thru 1.0 mm/km.
 AZ0271
 AZ0271.The geoid height was determined by GEOID03.
 AZ0271
 AZ0271.The dynamic height is computed by dividing the NAVD 88
 AZ0271.geopotential number by the normal gravity value computed on the
 AZ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0271.degrees latitude (g = 980.6199 gals.).
 AZ0271
 AZ0271.The modeled gravity was interpolated from observed gravity values.
 AZ0271
 AZ0271;                    North         East    Units  Estimated Accuracy
 AZ0271;SPC TXSC     - 4,192,800.      395,690.      MT  (+/- 180 meters Scaled)
 AZ0271
 AZ0271                          SUPERSEDED SURVEY CONTROL
 AZ0271
 AZ0271  NGVD 29 (??/??/92)  372.274  (m)         1221.37   (f) ADJ UNCH    1 2
 AZ0271
 AZ0271.Superseded values are not recommended for survey control.
 AZ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0271.See file dsdata.txt to determine how the superseded data were derived.
 AZ0271
 AZ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT957714(NAD 83)
 AZ0271_MARKER: DB = BENCH MARK DISK
 AZ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0271_STAMPING: N 1112 1957
 AZ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0271+STABILITY: SURFACE MOTION
 AZ0271
 AZ0271  HISTORY     - Date     Condition        Report By
 AZ0271  HISTORY     - 1957     MONUMENTED       CGS
 AZ0271  HISTORY     - 1958     GOOD             NGS
 AZ0271  HISTORY     - 19980805 GOOD             USPSQD
 AZ0271
 AZ0271                          STATION DESCRIPTION
 AZ0271
 AZ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0271'10.6 MI SE FROM COMSTOCK.
 AZ0271'ABOUT 10.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0271'FROM THE STATION AT COMSTOCK, 88 FEET EAST-NORTHEAST OF AND ACROSS THE
 AZ0271'TRACK FROM MILEPOST 403, 48 FEET EAST-NORTHEAST OF THE NEAR RAIL, 4
 AZ0271'POLES SOUTH-SOUTHEAST OF THE NEAR END OF A BRIDGE, 18 1/2 FEET
 AZ0271'EAST-NORTHEAST OF A TELEPHONE POLE, 2 FEET WEST-SOUTHWEST OF A FENCE,
 AZ0271'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 AZ0271'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 AZ0271'INCHES.
 AZ0271
 AZ0271                          STATION RECOVERY (1998)
 AZ0271
 AZ0271'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0344 ***********************************************************************
 AZ0344  DESIGNATION -  N 1113
 AZ0344  PID         -  AZ0344
 AZ0344  STATE/COUNTY-  TX/VAL VERDE
 AZ0344  USGS QUAD   -  PUMPVILLE (1980)
 AZ0344
 AZ0344                         *CURRENT SURVEY CONTROL
 AZ0344  ___________________________________________________________________
 AZ0344* NAD 83(1986)-  29 56 20.     (N)    101 43 36.     (W)     SCALED    
 AZ0344* NAVD 88     -       554.114  (meters)    1817.96   (feet)  ADJUSTED  
 AZ0344  ___________________________________________________________________
 AZ0344  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AZ0344  DYNAMIC HT  -         553.294 (meters)    1815.27  (feet)  COMP
 AZ0344  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 AZ0344
 AZ0344  VERT ORDER  -  FIRST     CLASS II
 AZ0344
 AZ0344.The horizontal coordinates were scaled from a topographic map and have
 AZ0344.an estimated accuracy of +/- 6 seconds.
 AZ0344
 AZ0344.The orthometric height was determined by differential leveling
 AZ0344.and adjusted by the National Geodetic Survey in June 1991..
 AZ0344
 AZ0344.The geoid height was determined by GEOID03.
 AZ0344
 AZ0344.The dynamic height is computed by dividing the NAVD 88
 AZ0344.geopotential number by the normal gravity value computed on the
 AZ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0344.degrees latitude (g = 980.6199 gals.).
 AZ0344
 AZ0344.The modeled gravity was interpolated from observed gravity values.
 AZ0344
 AZ0344;                    North         East    Units  Estimated Accuracy
 AZ0344;SPC TXSC     - 4,236,420.      336,800.      MT  (+/- 180 meters Scaled)
 AZ0344
 AZ0344                          SUPERSEDED SURVEY CONTROL
 AZ0344
 AZ0344  NGVD 29 (??/??/92)  553.970  (m)         1817.48   (f) ADJ UNCH    1 2
 AZ0344
 AZ0344.Superseded values are not recommended for survey control.
 AZ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0344.See file dsdata.txt to determine how the superseded data were derived.
 AZ0344
 AZ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU368151(NAD 83)
 AZ0344_MARKER: DB = BENCH MARK DISK
 AZ0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0344_SP_SET: CULVERT
 AZ0344_STAMPING: N 1113 1957
 AZ0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0344
 AZ0344  HISTORY     - Date     Condition        Report By
 AZ0344  HISTORY     - 1957     MONUMENTED       CGS
 AZ0344  HISTORY     - 1958     GOOD             NGS
 AZ0344  HISTORY     - 20010601 GOOD             USPSQD
 AZ0344
 AZ0344                          STATION DESCRIPTION
 AZ0344
 AZ0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0344'13.25 MI NW FROM LANGTRY.
 AZ0344'ABOUT 13.25 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0344'FROM THE STATION AT LANGTRY, 2 POLES NORTHWEST OF MILEPOST 456, IN THE
 AZ0344'TOP OF THE NORTH CONCRETE WING WALL OF A LARGE PIPE CULVERT, 13 1/2
 AZ0344'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 3 FEET BELOW THE LEVEL
 AZ0344'OF THE TRACK.
 AZ0344
 AZ0344                          STATION RECOVERY (2001)
 AZ0344
 AZ0344'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0428 ***********************************************************************
 BP0428  DESIGNATION -  N 1114
 BP0428  PID         -  BP0428
 BP0428  STATE/COUNTY-  TX/JEFF DAVIS
 BP0428  USGS QUAD   -  ALPINE NORTH (1972)
 BP0428
 BP0428                         *CURRENT SURVEY CONTROL
 BP0428  ___________________________________________________________________
 BP0428* NAD 83(1986)-  30 28 58.     (N)    103 44 21.     (W)     SCALED    
 BP0428* NAVD 88     -      1343.442  (meters)    4407.61   (feet)  ADJUSTED  
 BP0428  ___________________________________________________________________
 BP0428  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 BP0428  DYNAMIC HT  -        1341.296 (meters)    4400.57  (feet)  COMP
 BP0428  MODELED GRAV-     978,996.5   (mgal)                       NAVD 88
 BP0428  OBS GRAVITY -     978,997.0   (mgal)                       GRAV_OBS
 BP0428
 BP0428  VERT ORDER  -  FIRST     CLASS I
 BP0428
 BP0428.The horizontal coordinates were scaled from a topographic map and have
 BP0428.an estimated accuracy of +/- 6 seconds.
 BP0428
 BP0428.The orthometric height was determined by differential leveling
 BP0428.and adjusted by the National Geodetic Survey in June 1991..
 BP0428
 BP0428.The geoid height was determined by GEOID03.
 BP0428
 BP0428.The dynamic height is computed by dividing the NAVD 88
 BP0428.geopotential number by the normal gravity value computed on the
 BP0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0428.degrees latitude (g = 980.6199 gals.).
 BP0428
 BP0428.The modeled gravity was interpolated from observed gravity values.
 BP0428.The observed gravity was obtained from relative gravimeter ties
 BP0428.to the IGSN71 gravity network.
 BP0428
 BP0428;                    North         East    Units  Estimated Accuracy
 BP0428;SPC TX C     - 3,095,480.      373,060.      MT  (+/- 180 meters Scaled)
 BP0428
 BP0428                          SUPERSEDED SURVEY CONTROL
 BP0428
 BP0428  NGVD 29 (??/??/92) 1342.984  (m)         4406.11   (f) ADJ UNCH    1 1
 BP0428
 BP0428.Superseded values are not recommended for survey control.
 BP0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0428.See file dsdata.txt to determine how the superseded data were derived.
 BP0428
 BP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP210729(NAD 83)
 BP0428_MARKER: DB = BENCH MARK DISK
 BP0428_SETTING: 66 = SET IN ROCK OUTCROP
 BP0428_SP_SET: ROCK OUTCROP
 BP0428_STAMPING: N 1114 1958
 BP0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0428+STABILITY: POSITION/ELEVATION WELL
 BP0428
 BP0428  HISTORY     - Date     Condition        Report By
 BP0428  HISTORY     - 1958     MONUMENTED       CGS
 BP0428  HISTORY     - 1977     GOOD             NGS
 BP0428  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0428  HISTORY     - 19961007 GOOD             USPSQD
 BP0428
 BP0428                          STATION DESCRIPTION
 BP0428
 BP0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0428'9.9 MI NW FROM ALPINE.
 BP0428'ABOUT 9.9 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0428'NEW ORLEANS RAILROAD STATION AT ALPINE, 0.3 MILE SOUTHEAST OF A
 BP0428'CONCRETE BRIDGE OVER MUSQUIZ CREEK AND NEAR THE FOOT OF THE NORTHWEST
 BP0428'SLOPE OF A HILL, IN THE TOP OF A ROCK OUTCROP, 156 FEET NORTHEAST OF
 BP0428'THE CENTER LINE OF THE HIGHWAY, 110 YARDS EAST OF THE JUNCTION OF
 BP0428'RANCH ROAD 1837, 106 FEET NORTHEAST OF A FENCE, ABOUT LEVEL WITH THE
 BP0428'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE GROUND.
 BP0428
 BP0428                          STATION RECOVERY (1977)
 BP0428
 BP0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0428'RECOVERED IN GOOD CONDITION.
 BP0428
 BP0428                          STATION RECOVERY (1989)
 BP0428
 BP0428'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0428'MARK NOT FOUND.
 BP0428
 BP0428                          STATION RECOVERY (1996)
 BP0428
 BP0428'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0488 ***********************************************************************
 BP0488  DESIGNATION -  N 1115
 BP0488  PID         -  BP0488
 BP0488  STATE/COUNTY-  TX/JEFF DAVIS
 BP0488  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0488
 BP0488                         *CURRENT SURVEY CONTROL
 BP0488  ___________________________________________________________________
 BP0488* NAD 83(1986)-  30 51 17.     (N)    103 48 16.     (W)     SCALED    
 BP0488* NAVD 88     -      1136.993  (meters)    3730.28   (feet)  POSTED    
 BP0488  ___________________________________________________________________
 BP0488  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BP0488  DYNAMIC HT  -        1135.220 (meters)    3724.47  (feet)  COMP
 BP0488  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 BP0488
 BP0488  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0488
 BP0488.The horizontal coordinates were scaled from a topographic map and have
 BP0488.an estimated accuracy of +/- 6 seconds.
 BP0488
 BP0488.The orthometric height was determined by differential leveling
 BP0488.and adjusted by the National Geodetic Survey in 1992..
 BP0488.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0488.rate of 1.1 thru 2.0 mm/km.
 BP0488
 BP0488.The geoid height was determined by GEOID03.
 BP0488
 BP0488.The dynamic height is computed by dividing the NAVD 88
 BP0488.geopotential number by the normal gravity value computed on the
 BP0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0488.degrees latitude (g = 980.6199 gals.).
 BP0488
 BP0488.The modeled gravity was interpolated from observed gravity values.
 BP0488
 BP0488;                    North         East    Units  Estimated Accuracy
 BP0488;SPC TX C     - 3,136,880.      368,090.      MT  (+/- 180 meters Scaled)
 BP0488
 BP0488                          SUPERSEDED SURVEY CONTROL
 BP0488
 BP0488  NGVD 29 (??/??/92) 1136.606  (m)         3729.01   (f) ADJ UNCH    2 0
 BP0488
 BP0488.Superseded values are not recommended for survey control.
 BP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0488.See file dsdata.txt to determine how the superseded data were derived.
 BP0488
 BP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ143141(NAD 83)
 BP0488_MARKER: DB = BENCH MARK DISK
 BP0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0488_SP_SET: CULVERT
 BP0488_STAMPING: N 1115 1958
 BP0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0488
 BP0488  HISTORY     - Date     Condition        Report By
 BP0488  HISTORY     - 1958     MONUMENTED       CGS
 BP0488  HISTORY     - 19961011 GOOD             USPSQD
 BP0488
 BP0488                          STATION DESCRIPTION
 BP0488
 BP0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0488'6.45 MI S FROM TOYAHVALE.
 BP0488'ABOUT 6.45 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0488'TOYAHVALE, IN THE TOP OF THE WEST CONCRETE HEAD WALL OF A BOX TYPE
 BP0488'CONCRETE CULVERT, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ON
 BP0488'THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY, 6 FEET NORTH OF THE SOUTH
 BP0488'END OF THE HEAD WALL, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BP0488'HIGHWAY.
 BP0488
 BP0488                          STATION RECOVERY (1996)
 BP0488
 BP0488'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0362 ***********************************************************************
 BO0362  DESIGNATION -  N 1116
 BO0362  PID         -  BO0362
 BO0362  STATE/COUNTY-  TX/PECOS
 BO0362  USGS QUAD   -  SHEFFIELD NW (1976)
 BO0362
 BO0362                         *CURRENT SURVEY CONTROL
 BO0362  ___________________________________________________________________
 BO0362* NAD 83(1986)-  30 39 38.     (N)    101 52 38.     (W)     SCALED    
 BO0362* NAVD 88     -       696.390  (meters)    2284.74   (feet)  ADJUSTED  
 BO0362  ___________________________________________________________________
 BO0362  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BO0362  DYNAMIC HT  -         695.368 (meters)    2281.39  (feet)  COMP
 BO0362  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 BO0362
 BO0362  VERT ORDER  -  SECOND    CLASS 0
 BO0362
 BO0362.The horizontal coordinates were scaled from a topographic map and have
 BO0362.an estimated accuracy of +/- 6 seconds.
 BO0362
 BO0362.The orthometric height was determined by differential leveling
 BO0362.and adjusted by the National Geodetic Survey in June 1991..
 BO0362
 BO0362.The geoid height was determined by GEOID03.
 BO0362
 BO0362.The dynamic height is computed by dividing the NAVD 88
 BO0362.geopotential number by the normal gravity value computed on the
 BO0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0362.degrees latitude (g = 980.6199 gals.).
 BO0362
 BO0362.The modeled gravity was interpolated from observed gravity values.
 BO0362
 BO0362;                    North         East    Units  Estimated Accuracy
 BO0362;SPC TX C     - 3,111,200.      552,050.      MT  (+/- 180 meters Scaled)
 BO0362
 BO0362                          SUPERSEDED SURVEY CONTROL
 BO0362
 BO0362  NGVD 29 (??/??/92)  696.161  (m)         2283.99   (f) ADJ UNCH    2 0
 BO0362
 BO0362.Superseded values are not recommended for survey control.
 BO0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0362.See file dsdata.txt to determine how the superseded data were derived.
 BO0362
 BO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU242955(NAD 83)
 BO0362_MARKER: DB = BENCH MARK DISK
 BO0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0362_STAMPING: N 1116 1958
 BO0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0362+STABILITY: SURFACE MOTION
 BO0362
 BO0362  HISTORY     - Date     Condition        Report By
 BO0362  HISTORY     - 1958     MONUMENTED       CGS
 BO0362  HISTORY     - 1967     GOOD             LOCSUR
 BO0362
 BO0362                          STATION DESCRIPTION
 BO0362
 BO0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0362'4.05 MI SW FROM SHEFFIELD.
 BO0362'ABOUT 4.05 MILES SOUTHWEST ALONG STATE HIGHWAY 349 FROM THE POST
 BO0362'OFFICE AT SHEFFIELD, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BO0362'HIGHWAY, AT THE NORTHEAST END OF A CURVE, 79 FEET SOUTHWEST OF THE
 BO0362'CENTER LINE OF A GATE AND TRACK ROAD LEADING SOUTH, 11 1/2 FEET
 BO0362'NORTHEAST OF A CONCRETE HIGHWAY MARKER, 2 FEET NORTHWEST OF A WOVEN
 BO0362'WIRE FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN
 BO0362'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BO0362
 BO0362                          STATION RECOVERY (1967)
 BO0362
 BO0362'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 BO0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0426 ***********************************************************************
 CD0426  DESIGNATION -  N 1117
 CD0426  PID         -  CD0426
 CD0426  STATE/COUNTY-  TX/HUDSPETH
 CD0426  USGS QUAD   -  SALT FLAT (1984)
 CD0426
 CD0426                         *CURRENT SURVEY CONTROL
 CD0426  ___________________________________________________________________
 CD0426* NAD 83(1986)-  31 44 30.     (N)    105 06 16.     (W)     SCALED    
 CD0426* NAVD 88     -      1140.452  (meters)    3741.63   (feet)  ADJUSTED  
 CD0426  ___________________________________________________________________
 CD0426  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0426  DYNAMIC HT  -        1138.766 (meters)    3736.10  (feet)  COMP
 CD0426  MODELED GRAV-     979,121.1   (mgal)                       NAVD 88
 CD0426
 CD0426  VERT ORDER  -  FIRST     CLASS I
 CD0426
 CD0426.The horizontal coordinates were scaled from a topographic map and have
 CD0426.an estimated accuracy of +/- 6 seconds.
 CD0426
 CD0426.The orthometric height was determined by differential leveling
 CD0426.and adjusted by the National Geodetic Survey in June 1991..
 CD0426
 CD0426.The geoid height was determined by GEOID03.
 CD0426
 CD0426.The dynamic height is computed by dividing the NAVD 88
 CD0426.geopotential number by the normal gravity value computed on the
 CD0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0426.degrees latitude (g = 980.6199 gals.).
 CD0426
 CD0426.The modeled gravity was interpolated from observed gravity values.
 CD0426
 CD0426;                    North         East    Units  Estimated Accuracy
 CD0426;SPC TX C     - 3,239,730.      248,060.      MT  (+/- 180 meters Scaled)
 CD0426
 CD0426                          SUPERSEDED SURVEY CONTROL
 CD0426
 CD0426  NGVD 29 (??/??/92) 1139.951  (m)         3739.99   (f) ADJ UNCH    1 1
 CD0426
 CD0426.Superseded values are not recommended for survey control.
 CD0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0426.See file dsdata.txt to determine how the superseded data were derived.
 CD0426
 CD0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR901118(NAD 83)
 CD0426_MARKER: DB = BENCH MARK DISK
 CD0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0426_STAMPING: N 1117 1958
 CD0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0426+STABILITY: SURFACE MOTION
 CD0426
 CD0426  HISTORY     - Date     Condition        Report By
 CD0426  HISTORY     - 1958     MONUMENTED       CGS
 CD0426  HISTORY     - 1976     GOOD             NGS
 CD0426  HISTORY     - 1977     GOOD             NGS
 CD0426
 CD0426                          STATION DESCRIPTION
 CD0426
 CD0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0426'78.15 MI E FROM EL PASO.
 CD0426'ABOUT 78.15 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0426'JUNCTION OF LOOP 16 AT EL PASO, 99 FEET SOUTH OF THE CENTER LINE OF
 CD0426'THE HIGHWAY, 29 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A
 CD0426'FENCE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW THE
 CD0426'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 CD0426'INCHES.
 CD0426
 CD0426                          STATION RECOVERY (1976)
 CD0426
 CD0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0426'RECOVERED IN GOOD CONDITION.
 CD0426
 CD0426                          STATION RECOVERY (1977)
 CD0426
 CD0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0426'24.9 MILES SOUTHWEST ALONG U.S.HIGHWAYS 62 AND 180 FROM THE
 CD0426'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.75 MILE WEST OF THE
 CD0426'POST OFFICE AT SALT FLAT, 100 FT. SOUTH OF THE CENTER LINE OF THE
 CD0426'HIGHWAY, 29 FT. SOUTH OF A TELEPHONE POLE NUMBER 78-20, 2 FT. NORTH
 CD0426'OF THE RIGHT OF WAY FENCE, NOTE=WITNESS POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0161 ***********************************************************************
 CE0161  DESIGNATION -  N 1118
 CE0161  PID         -  CE0161
 CE0161  STATE/COUNTY-  TX/EL PASO
 CE0161  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0161
 CE0161                         *CURRENT SURVEY CONTROL
 CE0161  ___________________________________________________________________
 CE0161* NAD 83(1986)-  31 49 08.     (N)    106 10 24.     (W)     SCALED    
 CE0161* NAVD 88     -      1239.685  (meters)    4067.20   (feet)  ADJUSTED  
 CE0161  ___________________________________________________________________
 CE0161  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CE0161  DYNAMIC HT  -        1237.803 (meters)    4061.03  (feet)  COMP
 CE0161  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 CE0161
 CE0161  VERT ORDER  -  FIRST     CLASS II
 CE0161
 CE0161.The horizontal coordinates were scaled from a topographic map and have
 CE0161.an estimated accuracy of +/- 6 seconds.
 CE0161
 CE0161.The orthometric height was determined by differential leveling
 CE0161.and adjusted by the National Geodetic Survey in June 1991..
 CE0161
 CE0161.The geoid height was determined by GEOID03.
 CE0161
 CE0161.The dynamic height is computed by dividing the NAVD 88
 CE0161.geopotential number by the normal gravity value computed on the
 CE0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0161.degrees latitude (g = 980.6199 gals.).
 CE0161
 CE0161.The modeled gravity was interpolated from observed gravity values.
 CE0161
 CE0161;                    North         East    Units  Estimated Accuracy
 CE0161;SPC TX C     - 3,253,110.      147,340.      MT  (+/- 180 meters Scaled)
 CE0161
 CE0161                          SUPERSEDED SURVEY CONTROL
 CE0161
 CE0161  NGVD 29 (??/??/92) 1239.049  (m)         4065.11   (f) ADJ UNCH    1 2
 CE0161
 CE0161.Superseded values are not recommended for survey control.
 CE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0161.See file dsdata.txt to determine how the superseded data were derived.
 CE0161
 CE0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR889209(NAD 83)
 CE0161_MARKER: DB = BENCH MARK DISK
 CE0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0161_STAMPING: N 1118 1958
 CE0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0161+STABILITY: SURFACE MOTION
 CE0161
 CE0161  HISTORY     - Date     Condition        Report By
 CE0161  HISTORY     - 1958     MONUMENTED       CGS
 CE0161  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0161
 CE0161                          STATION DESCRIPTION
 CE0161
 CE0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0161'14.75 MI E FROM EL PASO.
 CE0161'ABOUT 14.75 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0161'JUNCTION OF LOOP 16 AT EL PASO, 0.3 MILE EAST OF THE CROSSING OF A
 CE0161'PIPE LINE, 74 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 CE0161'EAST OF A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE, 2 1/2 FEET EAST OF
 CE0161'A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 CE0161'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CE0161
 CE0161                          STATION RECOVERY (1981)
 CE0161
 CE0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0475 ***********************************************************************
 CD0475  DESIGNATION -  N 1119
 CD0475  PID         -  CD0475
 CD0475  STATE/COUNTY-  TX/HUDSPETH
 CD0475  USGS QUAD   -  MICKEY DRAW EAST (1984)
 CD0475
 CD0475                         *CURRENT SURVEY CONTROL
 CD0475  ___________________________________________________________________
 CD0475* NAD 83(1986)-  31 50 47.     (N)    105 12 06.     (W)     SCALED    
 CD0475* NAVD 88     -      1160.440  (meters)    3807.21   (feet)  POSTED    
 CD0475  ___________________________________________________________________
 CD0475  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0475  DYNAMIC HT  -        1158.730 (meters)    3801.60  (feet)  COMP
 CD0475  MODELED GRAV-     979,126.6   (mgal)                       NAVD 88
 CD0475
 CD0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0475
 CD0475.The horizontal coordinates were scaled from a topographic map and have
 CD0475.an estimated accuracy of +/- 6 seconds.
 CD0475
 CD0475.The orthometric height was determined by differential leveling
 CD0475.and adjusted by the National Geodetic Survey in 1992..
 CD0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0475.rate of 0.0 thru 1.0 mm/km.
 CD0475
 CD0475.The geoid height was determined by GEOID03.
 CD0475
 CD0475.The dynamic height is computed by dividing the NAVD 88
 CD0475.geopotential number by the normal gravity value computed on the
 CD0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0475.degrees latitude (g = 980.6199 gals.).
 CD0475
 CD0475.The modeled gravity was interpolated from observed gravity values.
 CD0475
 CD0475;                    North         East    Units  Estimated Accuracy
 CD0475;SPC TX C     - 3,251,730.      239,360.      MT  (+/- 180 meters Scaled)
 CD0475
 CD0475                          SUPERSEDED SURVEY CONTROL
 CD0475
 CD0475  NGVD 29 (??/??/92) 1159.944  (m)         3805.58   (f) ADJ UNCH    2 0
 CD0475
 CD0475.Superseded values are not recommended for survey control.
 CD0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0475.See file dsdata.txt to determine how the superseded data were derived.
 CD0475
 CD0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR809234(NAD 83)
 CD0475_MARKER: DB = BENCH MARK DISK
 CD0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0475_STAMPING: N 1119 1958
 CD0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0475+STABILITY: SURFACE MOTION
 CD0475
 CD0475  HISTORY     - Date     Condition        Report By
 CD0475  HISTORY     - 1958     MONUMENTED       CGS
 CD0475
 CD0475                          STATION DESCRIPTION
 CD0475
 CD0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0475'6.4 MI S FROM DELL CITY.
 CD0475'ABOUT 6.4 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0475'DELL CITY, 49 FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET NORTH
 CD0475'OF A POWER POLE, 3 1/2 FEET EAST OF A FENCE, 3 FEET SOUTH OF A WHITE
 CD0475'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 CD0475'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0045 ***********************************************************************
 CU0045  DESIGNATION -  N 112
 CU0045  PID         -  CU0045
 CU0045  STATE/COUNTY-  TX/FISHER
 CU0045  USGS QUAD   -  MC CAULLEY (1981)
 CU0045
 CU0045                         *CURRENT SURVEY CONTROL
 CU0045  ___________________________________________________________________
 CU0045* NAD 83(1986)-  32 45 22.     (N)    100 13 20.     (W)     SCALED    
 CU0045* NAVD 88     -       572.914  (meters)    1879.64   (feet)  ADJUSTED  
 CU0045  ___________________________________________________________________
 CU0045  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CU0045  DYNAMIC HT  -         572.166 (meters)    1877.18  (feet)  COMP
 CU0045  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 CU0045
 CU0045  VERT ORDER  -  FIRST     CLASS II
 CU0045
 CU0045.The horizontal coordinates were scaled from a topographic map and have
 CU0045.an estimated accuracy of +/- 6 seconds.
 CU0045
 CU0045.The orthometric height was determined by differential leveling
 CU0045.and adjusted by the National Geodetic Survey in June 1991..
 CU0045
 CU0045.The geoid height was determined by GEOID03.
 CU0045
 CU0045.The dynamic height is computed by dividing the NAVD 88
 CU0045.geopotential number by the normal gravity value computed on the
 CU0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0045.degrees latitude (g = 980.6199 gals.).
 CU0045
 CU0045.The modeled gravity was interpolated from observed gravity values.
 CU0045
 CU0045;                    North         East    Units  Estimated Accuracy
 CU0045;SPC TXNC     - 2,122,130.      438,640.      MT  (+/- 180 meters Scaled)
 CU0045
 CU0045                          SUPERSEDED SURVEY CONTROL
 CU0045
 CU0045  NGVD 29 (??/??/92)  572.706  (m)         1878.95   (f) ADJ UNCH    1 2
 CU0045
 CU0045.Superseded values are not recommended for survey control.
 CU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0045.See file dsdata.txt to determine how the superseded data were derived.
 CU0045
 CU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB855249(NAD 83)
 CU0045_MARKER: DB = BENCH MARK DISK
 CU0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0045_STAMPING: 1878.953 N 112 1933
 CU0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0045+STABILITY: SURFACE MOTION
 CU0045
 CU0045  HISTORY     - Date     Condition        Report By
 CU0045  HISTORY     - 1933     MONUMENTED       CGS
 CU0045  HISTORY     - 1965     POOR             USGS
 CU0045
 CU0045                          STATION DESCRIPTION
 CU0045
 CU0045'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CU0045'2.1 MI SW FROM MCCAULLEY.
 CU0045'2.1 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0045'MCCAULLEY, FISHER COUNTY, S.W. OF MILEPOST 616, N.W. OF CENTER OF HWY.
 CU0045'OVERPASS ON U.S. HWY NO. 180.  125 FT. N.W. OF PRIVATE RD. R.R. XING.
 CU0045'53 FT. E. OF A S.W. FENCE CORNER.  17 FT. S.W. OF A LONE TREE. 49 FT.
 CU0045'W. OF THE CENTER OF A WIRE GATE AND ABOUT 3 FT. INSIDE THE FENCE LINE.
 CU0045'A STD. DISK, STAMPED.  1878.953 N 112 1933 SET IN TOP OF CONCRETE
 CU0045'POST.  NOTE-- THE TOP CORNER EDGE OF POST HAS BEEN BROKEN OFF BUT POST
 CU0045'IS SOLIDLY IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0146 ***********************************************************************
 CV0146  DESIGNATION -  N 1120
 CV0146  PID         -  CV0146
 CV0146  STATE/COUNTY-  TX/ANDREWS
 CV0146  USGS QUAD   -  SAND RANCH (1971)
 CV0146
 CV0146                         *CURRENT SURVEY CONTROL
 CV0146  ___________________________________________________________________
 CV0146* NAD 83(1986)-  32 07 59.     (N)    102 51 16.     (W)     SCALED    
 CV0146* NAVD 88     -       992.546  (meters)    3256.38   (feet)  ADJUSTED  
 CV0146  ___________________________________________________________________
 CV0146  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CV0146  DYNAMIC HT  -         991.164 (meters)    3251.84  (feet)  COMP
 CV0146  MODELED GRAV-     979,212.4   (mgal)                       NAVD 88
 CV0146
 CV0146  VERT ORDER  -  SECOND    CLASS 0
 CV0146
 CV0146.The horizontal coordinates were scaled from a topographic map and have
 CV0146.an estimated accuracy of +/- 6 seconds.
 CV0146
 CV0146.The orthometric height was determined by differential leveling
 CV0146.and adjusted by the National Geodetic Survey in June 1991..
 CV0146
 CV0146.The geoid height was determined by GEOID03.
 CV0146
 CV0146.The dynamic height is computed by dividing the NAVD 88
 CV0146.geopotential number by the normal gravity value computed on the
 CV0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0146.degrees latitude (g = 980.6199 gals.).
 CV0146
 CV0146.The modeled gravity was interpolated from observed gravity values.
 CV0146
 CV0146;                    North         East    Units  Estimated Accuracy
 CV0146;SPC TXNC     - 2,060,230.      189,250.      MT  (+/- 180 meters Scaled)
 CV0146
 CV0146                          SUPERSEDED SURVEY CONTROL
 CV0146
 CV0146  NGVD 29 (??/??/92)  992.134  (m)         3255.03   (f) ADJ UNCH    2 0
 CV0146
 CV0146.Superseded values are not recommended for survey control.
 CV0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0146.See file dsdata.txt to determine how the superseded data were derived.
 CV0146
 CV0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR023572(NAD 83)
 CV0146_MARKER: DB = BENCH MARK DISK
 CV0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0146_STAMPING: N 1120 1958
 CV0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0146+STABILITY: SURFACE MOTION
 CV0146
 CV0146  HISTORY     - Date     Condition        Report By
 CV0146  HISTORY     - 1958     MONUMENTED       CGS
 CV0146
 CV0146                          STATION DESCRIPTION
 CV0146
 CV0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0146'20.45 MI E FROM JAL, NEW MEXICO.
 CV0146'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0146'STATION AT JAL, THENCE 19.75 MILES EAST ALONG STATE HIGHWAY 128, 59
 CV0146'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1.15 MILES WEST OF
 CV0146'THE JUNCTION OF STATE HIGHWAYS 115 AND 128, 1 FOOT NORTH OF THE SOUTH
 CV0146'RIGHT OF WAY FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CV0146'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 CV0146'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0067 ***********************************************************************
 CV0067  DESIGNATION -  N 1125
 CV0067  PID         -  CV0067
 CV0067  STATE/COUNTY-  TX/ANDREWS
 CV0067  USGS QUAD   -  FIVE WELLS RANCH SW (1971)
 CV0067
 CV0067                         *CURRENT SURVEY CONTROL
 CV0067  ___________________________________________________________________
 CV0067* NAD 83(1986)-  32 19 29.     (N)    102 27 38.     (W)     SCALED    
 CV0067* NAVD 88     -       944.859  (meters)    3099.92   (feet)  POSTED    
 CV0067  ___________________________________________________________________
 CV0067  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CV0067  DYNAMIC HT  -         943.540 (meters)    3095.60  (feet)  COMP
 CV0067  MODELED GRAV-     979,212.2   (mgal)                       NAVD 88
 CV0067
 CV0067  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0067
 CV0067.The horizontal coordinates were scaled from a topographic map and have
 CV0067.an estimated accuracy of +/- 6 seconds.
 CV0067
 CV0067.The orthometric height was determined by differential leveling
 CV0067.and adjusted by the National Geodetic Survey in 1992..
 CV0067.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0067.rate of 3.1 thru 4.0 mm/km.
 CV0067
 CV0067.The geoid height was determined by GEOID03.
 CV0067
 CV0067.The dynamic height is computed by dividing the NAVD 88
 CV0067.geopotential number by the normal gravity value computed on the
 CV0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0067.degrees latitude (g = 980.6199 gals.).
 CV0067
 CV0067.The modeled gravity was interpolated from observed gravity values.
 CV0067
 CV0067;                    North         East    Units  Estimated Accuracy
 CV0067;SPC TXNC     - 2,080,000.      227,190.      MT  (+/- 180 meters Scaled)
 CV0067
 CV0067                          SUPERSEDED SURVEY CONTROL
 CV0067
 CV0067  NGVD 29 (??/??/92)  944.441  (m)         3098.55   (f) ADJ UNCH    2 0
 CV0067
 CV0067.Superseded values are not recommended for survey control.
 CV0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0067.See file dsdata.txt to determine how the superseded data were derived.
 CV0067
 CV0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR390792(NAD 83)
 CV0067_MARKER: DB = BENCH MARK DISK
 CV0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0067_STAMPING: N 1125 1958
 CV0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0067+STABILITY: SURFACE MOTION
 CV0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0067+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 CV0067
 CV0067  HISTORY     - Date     Condition        Report By
 CV0067  HISTORY     - 1958     MONUMENTED       CGS
 CV0067  HISTORY     - 20030801 GOOD             TXDOT
 CV0067
 CV0067                          STATION DESCRIPTION
 CV0067
 CV0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0067'5.15 MI E FROM ANDREWS.
 CV0067'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0067'COURTHOUSE AT ANDREWS, THENCE 5.05 MILES EAST ALONG STATE HIGHWAY 176,
 CV0067'59 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE
 CV0067'SOUTH RIGHT OF WAY FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 CV0067'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0067'PROJECTING 6 INCHES.
 CV0067
 CV0067                          STATION RECOVERY (2003)
 CV0067
 CV0067'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0089 ***********************************************************************
 CV0089  DESIGNATION -  N 1126
 CV0089  PID         -  CV0089
 CV0089  STATE/COUNTY-  TX/MIDLAND
 CV0089  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0089
 CV0089                         *CURRENT SURVEY CONTROL
 CV0089  ___________________________________________________________________
 CV0089* NAD 83(1986)-  32 03 39.     (N)    102 05 05.     (W)     SCALED    
 CV0089* NAVD 88     -       853.985  (meters)    2801.78   (feet)  ADJUSTED  
 CV0089  ___________________________________________________________________
 CV0089  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CV0089  DYNAMIC HT  -         852.784 (meters)    2797.84  (feet)  COMP
 CV0089  MODELED GRAV-     979,204.9   (mgal)                       NAVD 88
 CV0089
 CV0089  VERT ORDER  -  SECOND    CLASS 0
 CV0089
 CV0089.The horizontal coordinates were scaled from a topographic map and have
 CV0089.an estimated accuracy of +/- 6 seconds.
 CV0089
 CV0089.The orthometric height was determined by differential leveling
 CV0089.and adjusted by the National Geodetic Survey in June 1991..
 CV0089
 CV0089.The geoid height was determined by GEOID03.
 CV0089
 CV0089.The dynamic height is computed by dividing the NAVD 88
 CV0089.geopotential number by the normal gravity value computed on the
 CV0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0089.degrees latitude (g = 980.6199 gals.).
 CV0089
 CV0089.The modeled gravity was interpolated from observed gravity values.
 CV0089
 CV0089;                    North         East    Units  Estimated Accuracy
 CV0089;SPC TX C     - 3,266,730.      534,610.      MT  (+/- 180 meters Scaled)
 CV0089
 CV0089                          SUPERSEDED SURVEY CONTROL
 CV0089
 CV0089  NGVD 29 (??/??/92)  853.613  (m)         2800.56   (f) ADJ UNCH    2 0
 CV0089
 CV0089.Superseded values are not recommended for survey control.
 CV0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0089.See file dsdata.txt to determine how the superseded data were derived.
 CV0089
 CV0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR752508(NAD 83)
 CV0089_MARKER: DB = BENCH MARK DISK
 CV0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0089_STAMPING: N 1126 1958
 CV0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0089+STABILITY: SURFACE MOTION
 CV0089
 CV0089  HISTORY     - Date     Condition        Report By
 CV0089  HISTORY     - 1958     MONUMENTED       CGS
 CV0089  HISTORY     - 20010217 GOOD             USPSQD
 CV0089
 CV0089                          STATION DESCRIPTION
 CV0089
 CV0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0089'4.5 MI NW FROM MIDLAND.
 CV0089'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE IN
 CV0089'MIDLAND, THENCE 4.4 MILES NORTHWEST ALONG STATE HIGHWAY 349, 55 FEET
 CV0089'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTHWEST OF A
 CV0089'POWER POLE, IN LINE WITH A ROW OF POWER POLES, 1 1/2 FEET NORTHEAST OF
 CV0089'THE SOUTHWEST RIGHT OF WAY FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 CV0089'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0089'CONCRETE POST PROJECTING 1 FOOT.
 CV0089
 CV0089                          STATION RECOVERY (2001)
 CV0089
 CV0089'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CV0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0715 ***********************************************************************
 CU0715  DESIGNATION -  N 1128
 CU0715  PID         -  CU0715
 CU0715  STATE/COUNTY-  TX/DAWSON
 CU0715  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0715
 CU0715                         *CURRENT SURVEY CONTROL
 CU0715  ___________________________________________________________________
 CU0715* NAD 83(1986)-  32 40 06.     (N)    101 58 10.     (W)     SCALED    
 CU0715* NAVD 88     -       892.411  (meters)    2927.85   (feet)  ADJUSTED  
 CU0715  ___________________________________________________________________
 CU0715  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CU0715  DYNAMIC HT  -         891.218 (meters)    2923.94  (feet)  COMP
 CU0715  MODELED GRAV-     979,272.0   (mgal)                       NAVD 88
 CU0715
 CU0715  VERT ORDER  -  SECOND    CLASS 0
 CU0715
 CU0715.The horizontal coordinates were scaled from a topographic map and have
 CU0715.an estimated accuracy of +/- 6 seconds.
 CU0715
 CU0715.The orthometric height was determined by differential leveling
 CU0715.and adjusted by the National Geodetic Survey in June 1991..
 CU0715
 CU0715.The geoid height was determined by GEOID03.
 CU0715
 CU0715.The dynamic height is computed by dividing the NAVD 88
 CU0715.geopotential number by the normal gravity value computed on the
 CU0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0715.degrees latitude (g = 980.6199 gals.).
 CU0715
 CU0715.The modeled gravity was interpolated from observed gravity values.
 CU0715
 CU0715;                    North         East    Units  Estimated Accuracy
 CU0715;SPC TXNC     - 2,116,450.      274,660.      MT  (+/- 180 meters Scaled)
 CU0715
 CU0715                          SUPERSEDED SURVEY CONTROL
 CU0715
 CU0715  NGVD 29 (??/??/92)  892.085  (m)         2926.78   (f) ADJ UNCH    2 0
 CU0715
 CU0715.Superseded values are not recommended for survey control.
 CU0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0715.See file dsdata.txt to determine how the superseded data were derived.
 CU0715
 CU0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB215184(NAD 83)
 CU0715_MARKER: DB = BENCH MARK DISK
 CU0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0715_SP_SET: CULVERT
 CU0715_STAMPING: N 1128 1958
 CU0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0715+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 CU0715
 CU0715  HISTORY     - Date     Condition        Report By
 CU0715  HISTORY     - 1958     MONUMENTED       CGS
 CU0715  HISTORY     - 20030207 GOOD             TXDOT
 CU0715
 CU0715                          STATION DESCRIPTION
 CU0715
 CU0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CU0715'5.15 MI SW FROM LAMESA.
 CU0715'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CU0715'AT LAMESA, THENCE 4.65 MILES SOUTHWEST ALONG STATE HIGHWAY 349, IN THE
 CU0715'TOP AND CENTER OF THE EAST CONCRETE HEAD WALL OF A 2-CHANNEL PIPE
 CU0715'CULVERT, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 CU0715'LEVEL WITH THE HIGHWAY.
 CU0715
 CU0715                          STATION RECOVERY (2003)
 CU0715
 CU0715'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CU0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1308 ***********************************************************************
 FL1308  DESIGNATION -  N 1129
 FL1308  PID         -  FL1308
 FL1308  STATE/COUNTY-  TX/CARSON
 FL1308  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1308
 FL1308                         *CURRENT SURVEY CONTROL
 FL1308  ___________________________________________________________________
 FL1308* NAD 83(1986)-  35 17 13.     (N)    101 32 23.     (W)     SCALED    
 FL1308* NAVD 88     -      1071.636  (meters)    3515.86   (feet)  ADJUSTED  
 FL1308  ___________________________________________________________________
 FL1308  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL1308  DYNAMIC HT  -        1070.364 (meters)    3511.69  (feet)  COMP
 FL1308  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 FL1308
 FL1308  VERT ORDER  -  SECOND    CLASS II
 FL1308
 FL1308.The horizontal coordinates were scaled from a topographic map and have
 FL1308.an estimated accuracy of +/- 6 seconds.
 FL1308
 FL1308.The orthometric height was determined by differential leveling
 FL1308.and adjusted by the National Geodetic Survey in June 1991..
 FL1308
 FL1308.The geoid height was determined by GEOID03.
 FL1308
 FL1308.The dynamic height is computed by dividing the NAVD 88
 FL1308.geopotential number by the normal gravity value computed on the
 FL1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1308.degrees latitude (g = 980.6199 gals.).
 FL1308
 FL1308.The modeled gravity was interpolated from observed gravity values.
 FL1308
 FL1308;                    North         East    Units  Estimated Accuracy
 FL1308;SPC TX N     - 1,142,770.      196,390.      MT  (+/- 180 meters Scaled)
 FL1308
 FL1308                          SUPERSEDED SURVEY CONTROL
 FL1308
 FL1308  NGVD 29 (??/??/92) 1071.129  (m)         3514.20   (f) ADJ UNCH    2 2
 FL1308
 FL1308.Superseded values are not recommended for survey control.
 FL1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1308.See file dsdata.txt to determine how the superseded data were derived.
 FL1308
 FL1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE690078(NAD 83)
 FL1308_MARKER: DB = BENCH MARK DISK
 FL1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1308_STAMPING: N 1129 1974
 FL1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1308+STABILITY: SURFACE MOTION
 FL1308
 FL1308  HISTORY     - Date     Condition        Report By
 FL1308  HISTORY     - 1974     MONUMENTED       NGS
 FL1308
 FL1308                          STATION DESCRIPTION
 FL1308
 FL1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1308'9.5 MI W FROM PANHANDLE.
 FL1308'FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 207, WHICH
 FL1308'IS LOCATED AT THE WEST EDGE OF PANHANDLE, GO WEST ON U.S. HWY. 60 FOR
 FL1308'9.5 MILES TO THE INTERSECTION OF FARM ROAD 2373.  TURN RIGHT AND GO
 FL1308'NORTH CROSSING RAILROAD TRACKS AND MARK ON THE LEFT.  STANDARD BENCH
 FL1308'MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH
 FL1308'THE GROUND AND IS STAMPED N 1129 1974.  IT IS 61 FEET NORTH OF THE
 FL1308'NORTH RAIL OF RAILROAD TRACKS, 60 FEET WEST OF THE CENTER-LINE OF FARM
 FL1308'ROAD 2373, 50 FEET NORTHWEST OF SEMAPHORE SIGNAL, 4 FEET NORTHEAST OF
 FL1308'A FENCE-CORNER, 3 FEET EAST OF A FENCE-LINE AND 2 FEET SOUTHEAST OF A
 FL1308'METAL WITNESS POST.  AT MILE-POST 536.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0580 ***********************************************************************
 DO0580  DESIGNATION -  N 113
 DO0580  PID         -  DO0580
 DO0580  STATE/COUNTY-  TX/FOARD
 DO0580  USGS QUAD   -  FOARD CITY (1968)
 DO0580
 DO0580                         *CURRENT SURVEY CONTROL
 DO0580  ___________________________________________________________________
 DO0580* NAD 83(1986)-  33 56 14.     (N)    099 45 24.     (W)     SCALED    
 DO0580* NAVD 88     -       449.600  (meters)    1475.06   (feet)  ADJUSTED  
 DO0580  ___________________________________________________________________
 DO0580  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DO0580  DYNAMIC HT  -         449.079 (meters)    1473.35  (feet)  COMP
 DO0580  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 DO0580
 DO0580  VERT ORDER  -  FIRST     CLASS II
 DO0580
 DO0580.The horizontal coordinates were scaled from a topographic map and have
 DO0580.an estimated accuracy of +/- 6 seconds.
 DO0580
 DO0580.The orthometric height was determined by differential leveling
 DO0580.and adjusted by the National Geodetic Survey in June 1991..
 DO0580
 DO0580.The geoid height was determined by GEOID03.
 DO0580
 DO0580.The dynamic height is computed by dividing the NAVD 88
 DO0580.geopotential number by the normal gravity value computed on the
 DO0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0580.degrees latitude (g = 980.6199 gals.).
 DO0580
 DO0580.The modeled gravity was interpolated from observed gravity values.
 DO0580
 DO0580;                    North         East    Units  Estimated Accuracy
 DO0580;SPC TXNC     - 2,252,490.      483,820.      MT  (+/- 180 meters Scaled)
 DO0580
 DO0580                          SUPERSEDED SURVEY CONTROL
 DO0580
 DO0580  NGVD 29 (??/??/92)  449.443  (m)         1474.55   (f) ADJ UNCH    1 2
 DO0580
 DO0580.Superseded values are not recommended for survey control.
 DO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0580.See file dsdata.txt to determine how the superseded data were derived.
 DO0580
 DO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC300554(NAD 83)
 DO0580_MARKER: DB = BENCH MARK DISK
 DO0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0580_STAMPING: 1474.548 N 113 1933
 DO0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0580+STABILITY: SURFACE MOTION
 DO0580
 DO0580  HISTORY     - Date     Condition        Report By
 DO0580  HISTORY     - 1933     MONUMENTED       CGS
 DO0580  HISTORY     - 1958     GOOD             NGS
 DO0580
 DO0580                          STATION DESCRIPTION
 DO0580
 DO0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0580'3.2 MI S FROM CROWELL.
 DO0580'3.2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM CROWELL,
 DO0580'FOARD COUNTY, AT MILEAGE 524.7, 0.1 MILE NORTH OF A BRIDGE, AND 40
 DO0580'FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 DO0580'1474.548 N 113 1933 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- IT
 DO0580'IS ABOUT MIDWAY BETWEEN THE SECOND AND THIRD POLES NORTHEAST OF A
 DO0580'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1117 ***********************************************************************
 FL1117  DESIGNATION -  N 1131
 FL1117  PID         -  FL1117
 FL1117  STATE/COUNTY-  TX/RANDALL
 FL1117  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1117
 FL1117                         *CURRENT SURVEY CONTROL
 FL1117  ___________________________________________________________________
 FL1117* NAD 83(1986)-  35 01 31.     (N)    101 53 59.     (W)     SCALED    
 FL1117* NAVD 88     -      1091.143  (meters)    3579.86   (feet)  ADJUSTED  
 FL1117  ___________________________________________________________________
 FL1117  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1117  DYNAMIC HT  -        1089.828 (meters)    3575.54  (feet)  COMP
 FL1117  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 FL1117
 FL1117  VERT ORDER  -  FIRST     CLASS II
 FL1117
 FL1117.The horizontal coordinates were scaled from a topographic map and have
 FL1117.an estimated accuracy of +/- 6 seconds.
 FL1117
 FL1117.The orthometric height was determined by differential leveling
 FL1117.and adjusted by the National Geodetic Survey in June 1991..
 FL1117
 FL1117.The geoid height was determined by GEOID03.
 FL1117
 FL1117.The dynamic height is computed by dividing the NAVD 88
 FL1117.geopotential number by the normal gravity value computed on the
 FL1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1117.degrees latitude (g = 980.6199 gals.).
 FL1117
 FL1117.The modeled gravity was interpolated from observed gravity values.
 FL1117
 FL1117;                    North         East    Units  Estimated Accuracy
 FL1117;SPC TX N     - 1,113,820.      163,520.      MT  (+/- 180 meters Scaled)
 FL1117
 FL1117                          SUPERSEDED SURVEY CONTROL
 FL1117
 FL1117  NGVD 29 (??/??/92) 1090.659  (m)         3578.27   (f) ADJ UNCH    1 2
 FL1117
 FL1117.Superseded values are not recommended for survey control.
 FL1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1117.See file dsdata.txt to determine how the superseded data were derived.
 FL1117
 FL1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD354796(NAD 83)
 FL1117_MARKER: DB = BENCH MARK DISK
 FL1117_SETTING: 66 = SET IN ROCK OUTCROP
 FL1117_SP_SET: ROCK LEDGE
 FL1117_STAMPING: N 1131 1958
 FL1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1117+STABILITY: POSITION/ELEVATION WELL
 FL1117
 FL1117  HISTORY     - Date     Condition        Report By
 FL1117  HISTORY     - 1958     MONUMENTED       CGS
 FL1117  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1117
 FL1117                          STATION DESCRIPTION
 FL1117
 FL1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1117'4.0 MI NE FROM CANYON.
 FL1117'ABOUT 4.0 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL1117'FROM THE STATION AT CANYON, 13 1/2 TELEPHONE POLES SOUTH OF MILE POST
 FL1117'566, IN THE TOP OF A ROCK LEDGE AT THE BASE OF A SMALL CLIFF, 14 FEET
 FL1117'EAST OF THE NEAR RAIL OF THE MAIN TRACK, AND ABOUT 2 FEET ABOVE THE
 FL1117'TRACK.
 FL1117
 FL1117                          STATION RECOVERY (1984)
 FL1117
 FL1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1117'NOTE=THE RAILROAD CUT HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2408 ***********************************************************************
 AW2408  DESIGNATION -  N 1135
 AW2408  PID         -  AW2408
 AW2408  STATE/COUNTY-  TX/JEFFERSON
 AW2408  USGS QUAD   -  HAMSHIRE (1994)
 AW2408
 AW2408                         *CURRENT SURVEY CONTROL
 AW2408  ___________________________________________________________________
 AW2408* NAD 83(1986)-  29 49 52.     (N)    094 20 43.     (W)     SCALED    
 AW2408* NAVD 88     -         5.31   (+/-2cm)      17.4    (feet)  VERTCON   
 AW2408  ___________________________________________________________________
 AW2408  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2408
 AW2408  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2408
 AW2408.The horizontal coordinates were scaled from a topographic map and have
 AW2408.an estimated accuracy of +/- 6 seconds.
 AW2408
 AW2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2408.The vertical order pertains to the NGVD 29 superseded value.
 AW2408
 AW2408.The geoid height was determined by GEOID03.
 AW2408
 AW2408;                    North         East    Units  Estimated Accuracy
 AW2408;SPC TXSC     - 4,230,360.    1,049,710.      MT  (+/- 180 meters Scaled)
 AW2408
 AW2408                          SUPERSEDED SURVEY CONTROL
 AW2408
 AW2408  NGVD 29 (??/??/92)    5.305  (m)           17.40   (f) ADJ UNCH    1 2
 AW2408
 AW2408.Superseded values are not recommended for survey control.
 AW2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2408.See file dsdata.txt to determine how the superseded data were derived.
 AW2408
 AW2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP700008(NAD 83)
 AW2408_MARKER: DB = BENCH MARK DISK
 AW2408_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2408_SP_SET: 48 FT.
 AW2408_STAMPING: N 1135 1958
 AW2408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2408
 AW2408  HISTORY     - Date     Condition        Report By
 AW2408  HISTORY     - 1958     MONUMENTED       CGS
 AW2408  HISTORY     - 1967     POOR             LOCENG
 AW2408  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2408  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2408  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2408
 AW2408                          STATION DESCRIPTION
 AW2408
 AW2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2408'2.25 MI NE FROM WINNIE.
 AW2408'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE GULF,
 AW2408'COLORADO AND SANTA FE RAILROAD FROM THE STATION AT WINNIE, 72 FEET
 AW2408'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT THE ENTRANCE TO THE
 AW2408'TEXAS COMPANY HOUSING UNIT, 32 FEET SOUTHWEST OF THE CENTER LINE OF
 AW2408'THE ENTRANCE ROAD, 22 FEET NORTHWEST OF A POWER POLE, 59 FEET
 AW2408'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 2 FEET WEST OF THE
 AW2408'CONCRETE BASE OF A STEEL LIGHT POLE, ABOUT LEVEL WITH THE HIGHWAY, AND
 AW2408'ON THE TOP OF A 5/8-INCH COPPER COATED ROAD WHICH IS DRIVEN TO A DEPTH
 AW2408'OF 48 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES. NOTE--
 AW2408'THE COPPER ROD WAS BENT OVER AND PROTRUDING ABOUT 1 INCH ABOVE THE
 AW2408'GROUND.
 AW2408
 AW2408                          STATION RECOVERY (1967)
 AW2408
 AW2408'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 AW2408'MARK RECOVERED IN POOR CONDITION.
 AW2408
 AW2408                          STATION RECOVERY (2001)
 AW2408
 AW2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2408
 AW2408                          STATION RECOVERY (2001)
 AW2408
 AW2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2408
 AW2408                          STATION RECOVERY (2004)
 AW2408
 AW2408'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1418 ***********************************************************************
 AW1418  DESIGNATION -  N 1136
 AW1418  PID         -  AW1418
 AW1418  STATE/COUNTY-  TX/CHAMBERS
 AW1418  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1418
 AW1418                         *CURRENT SURVEY CONTROL
 AW1418  ___________________________________________________________________
 AW1418* NAD 83(1986)-  29 39 39.     (N)    094 33 21.     (W)     SCALED    
 AW1418* NAVD 88     -         2.80   (+/-2cm)       9.2    (feet)  VERTCON   
 AW1418  ___________________________________________________________________
 AW1418  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1418
 AW1418  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1418
 AW1418.The horizontal coordinates were scaled from a topographic map and have
 AW1418.an estimated accuracy of +/- 6 seconds.
 AW1418
 AW1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1418.The vertical order pertains to the NGVD 29 superseded value.
 AW1418
 AW1418.The geoid height was determined by GEOID03.
 AW1418
 AW1418;                    North         East    Units  Estimated Accuracy
 AW1418;SPC TXSC     - 4,210,710.    1,030,100.      MT  (+/- 180 meters Scaled)
 AW1418
 AW1418                          SUPERSEDED SURVEY CONTROL
 AW1418
 AW1418  NGVD 29 (??/??/92)    2.805  (m)            9.20   (f) ADJ UNCH    1 2
 AW1418
 AW1418.Superseded values are not recommended for survey control.
 AW1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1418.See file dsdata.txt to determine how the superseded data were derived.
 AW1418
 AW1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN494822(NAD 83)
 AW1418_MARKER: DB = BENCH MARK DISK
 AW1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1418_STAMPING: N 1136 1959
 AW1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1418+STABILITY: SURFACE MOTION
 AW1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1418+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1418
 AW1418  HISTORY     - Date     Condition        Report By
 AW1418  HISTORY     - 1959     MONUMENTED       CGS
 AW1418  HISTORY     - 1971     GOOD             NGS
 AW1418  HISTORY     - 1978     GOOD             NGS
 AW1418  HISTORY     - 19970510 GOOD             USPSQD
 AW1418  HISTORY     - 20010331 GOOD             NGS
 AW1418  HISTORY     - 20040308 GOOD             USPSQD
 AW1418  HISTORY     - 20050314 GOOD             USPSQD
 AW1418
 AW1418                          STATION DESCRIPTION
 AW1418
 AW1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1418'15.4 MI SE FROM ANAHUAC.
 AW1418'ABOUT 0.1 MILE EAST ALONG MILLER STREET FROM THE COURTHOUSE AT
 AW1418'ANAHUAC, THENCE ABOUT 7.4 MILES SOUTH ALONG FARM ROAD 564, THENCE
 AW1418'ABOUT 3.1 MILES EAST ALONG A PAVED ROAD, THENCE ABOUT 1.0 MILE
 AW1418'SOUTHEAST ALONG FARM ROAD 562, THENCE ABOUT 3.8 MILES EAST ALONG FARM
 AW1418'ROAD 1985, 64 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 14 FEET
 AW1418'NORTHWEST OF THE CENTER LINE OF A CATTLE GUARD, 5 1/2 FEET NORTHWEST
 AW1418'OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 1.2 FEET SOUTH OF A METAL
 AW1418'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 AW1418'POST PROJECTING 6 INCHES.
 AW1418
 AW1418                          STATION RECOVERY (1971)
 AW1418
 AW1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1418'RECOVERED IN GOOD CONDITION.
 AW1418
 AW1418                          STATION RECOVERY (1978)
 AW1418
 AW1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1418'RECOVERED IN GOOD CONDITION.
 AW1418
 AW1418                          STATION RECOVERY (1997)
 AW1418
 AW1418'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1418'RECOVERED IN GOOD CONDITION.
 AW1418
 AW1418                          STATION RECOVERY (2001)
 AW1418
 AW1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1418'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1418
 AW1418                          STATION RECOVERY (2004)
 AW1418
 AW1418'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1418'GO TO N29 39 37.3 W094 33 19.7
 AW1418
 AW1418                          STATION RECOVERY (2005)
 AW1418
 AW1418'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0671 ***********************************************************************
 AW0671  DESIGNATION -  N 1137
 AW0671  PID         -  AW0671
 AW0671  STATE/COUNTY-  TX/GALVESTON
 AW0671  USGS QUAD   -  LAKE COMO (1994)
 AW0671
 AW0671                         *CURRENT SURVEY CONTROL
 AW0671  ___________________________________________________________________
 AW0671* NAD 83(1986)-  29 11 08.     (N)    094 58 09.     (W)     SCALED    
 AW0671* NAVD 88     -         3.87   (+/-2cm)      12.7    (feet)  VERTCON   
 AW0671  ___________________________________________________________________
 AW0671  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW0671
 AW0671  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0671
 AW0671.The horizontal coordinates were scaled from a topographic map and have
 AW0671.an estimated accuracy of +/- 6 seconds.
 AW0671
 AW0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0671.The vertical order pertains to the NGVD 29 superseded value.
 AW0671
 AW0671.The geoid height was determined by GEOID03.
 AW0671
 AW0671;                    North         East    Units  Estimated Accuracy
 AW0671;SPC TXSC     - 4,156,620.      991,930.      MT  (+/- 180 meters Scaled)
 AW0671
 AW0671                          SUPERSEDED SURVEY CONTROL
 AW0671
 AW0671  NGVD 29 (??/??/92)    3.862  (m)           12.67   (f) ADJ UNCH    1 2
 AW0671
 AW0671.Superseded values are not recommended for survey control.
 AW0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0671.See file dsdata.txt to determine how the superseded data were derived.
 AW0671
 AW0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN085301(NAD 83)
 AW0671_MARKER: DB = BENCH MARK DISK
 AW0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0671_SP_SET: CULVERT
 AW0671_STAMPING: N 1137 1958
 AW0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0671
 AW0671  HISTORY     - Date     Condition        Report By
 AW0671  HISTORY     - 1958     MONUMENTED       CGS
 AW0671  HISTORY     - 1964     GOOD             NGS
 AW0671  HISTORY     - 1971     GOOD             NGS
 AW0671  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0671  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0671  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0671  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0671  HISTORY     - 19940915 MARK NOT FOUND   USPSQD
 AW0671  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW0671
 AW0671                          STATION DESCRIPTION
 AW0671
 AW0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0671'14.8 MI SW FROM GALVESTON.
 AW0671'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM MOODY CENTER
 AW0671'AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4
 AW0671'MILE NORTHWEST ALONG A PAVED ROAD, THENCE 8.05 MILES SOUTHWEST ALONG
 AW0671'STEWART ROAD, 23 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN
 AW0671'THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEAD WALL OF A BOX
 AW0671'CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AW0671
 AW0671                          STATION RECOVERY (1971)
 AW0671
 AW0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0671'RECOVERED IN GOOD CONDITION.
 AW0671
 AW0671                          STATION RECOVERY (1978)
 AW0671
 AW0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0671'SEARCHED FOR NOT RECOVERED, NO HEADWALL AT DESCRIBED LOCATION.
 AW0671
 AW0671                          STATION RECOVERY (1987)
 AW0671
 AW0671'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0671'MARK NOT FOUND.
 AW0671
 AW0671                          STATION RECOVERY (1987)
 AW0671
 AW0671'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0671'MARK NOT FOUND.
 AW0671
 AW0671                          STATION RECOVERY (1988)
 AW0671
 AW0671'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0671'MARK NOT FOUND.
 AW0671
 AW0671                          STATION RECOVERY (1994)
 AW0671
 AW0671'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0671'MARK NOT FOUND.
 AW0671
 AW0671                          STATION RECOVERY (2003)
 AW0671
 AW0671'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2995 ***********************************************************************
 AW2995  DESIGNATION -  N 1138
 AW2995  PID         -  AW2995
 AW2995  STATE/COUNTY-  TX/CHAMBERS
 AW2995  USGS QUAD   -  MORGANS POINT (1993)
 AW2995
 AW2995                         *CURRENT SURVEY CONTROL
 AW2995  ___________________________________________________________________
 AW2995* NAD 83(1986)-  29 39 43.     (N)    094 58 13.     (W)     SCALED    
 AW2995* NAVD 88     -         2.58   (+/-2cm)       8.5    (feet)  VERTCON   
 AW2995  ___________________________________________________________________
 AW2995  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW2995
 AW2995  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2995
 AW2995.The horizontal coordinates were scaled from a topographic map and have
 AW2995.an estimated accuracy of +/- 6 seconds.
 AW2995
 AW2995.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2995.The vertical order pertains to the NGVD 29 superseded value.
 AW2995
 AW2995.The geoid height was determined by GEOID03.
 AW2995
 AW2995;                    North         East    Units  Estimated Accuracy
 AW2995;SPC TXSC     - 4,209,380.      990,000.      MT  (+/- 180 meters Scaled)
 AW2995
 AW2995                          SUPERSEDED SURVEY CONTROL
 AW2995
 AW2995  NGVD 29 (??/??/92)    2.581  (m)            8.47   (f) ADJ UNCH    1 2
 AW2995
 AW2995.Superseded values are not recommended for survey control.
 AW2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2995.See file dsdata.txt to determine how the superseded data were derived.
 AW2995
 AW2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN093829(NAD 83)
 AW2995_MARKER: DB = BENCH MARK DISK
 AW2995_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2995_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2995_STAMPING: N 1138 1958
 AW2995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2995
 AW2995  HISTORY     - Date     Condition        Report By
 AW2995  HISTORY     - 1958     MONUMENTED       CGS
 AW2995  HISTORY     - 1964     GOOD             NGS
 AW2995
 AW2995                          STATION DESCRIPTION
 AW2995
 AW2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2995'1.75 MI SE FROM MORGAN POINT.
 AW2995'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2995'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE 1.6 MILES
 AW2995'SOUTHEAST ALONG THE SOUTHWEST SHORE LINE OF ATKINSON ISLAND, ABOUT 0.1
 AW2995'MILE SOUTHEAST OF A FORKED TREE, ON THE CREST OF A SLIGHT KNOLL, 207
 AW2995'FEET WEST OF THE CENTER LINE OF A DIRT LEVEE, 126 FEET NORTHEAST OF
 AW2995'THE HIGH WATER LINE, 3.0 FEET SOUTHEAST OF A METAL WITNESS POST, A
 AW2995'DISK ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0180 ***********************************************************************
 BL0180  DESIGNATION -  N 1139
 BL0180  PID         -  BL0180
 BL0180  STATE/COUNTY-  TX/JEFFERSON
 BL0180  USGS QUAD   -  NOME (1984)
 BL0180
 BL0180                         *CURRENT SURVEY CONTROL
 BL0180  ___________________________________________________________________
 BL0180* NAD 83(1986)-  30 02 17.     (N)    094 24 27.     (W)     SCALED    
 BL0180* NAVD 88     -        13.459  (meters)      44.16   (feet)  ADJUSTED  
 BL0180  ___________________________________________________________________
 BL0180  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0180  DYNAMIC HT  -          13.441 (meters)      44.10  (feet)  COMP
 BL0180  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 BL0180
 BL0180  VERT ORDER  -  FIRST     CLASS I
 BL0180
 BL0180.The horizontal coordinates were scaled from a topographic map and have
 BL0180.an estimated accuracy of +/- 6 seconds.
 BL0180
 BL0180.The orthometric height was determined by differential leveling
 BL0180.and adjusted by the National Geodetic Survey in June 1991..
 BL0180
 BL0180.The geoid height was determined by GEOID03.
 BL0180
 BL0180.The dynamic height is computed by dividing the NAVD 88
 BL0180.geopotential number by the normal gravity value computed on the
 BL0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0180.degrees latitude (g = 980.6199 gals.).
 BL0180
 BL0180.The modeled gravity was interpolated from observed gravity values.
 BL0180
 BL0180;                    North         East    Units  Estimated Accuracy
 BL0180;SPC TXSC     - 4,253,040.    1,042,800.      MT  (+/- 180 meters Scaled)
 BL0180
 BL0180                          SUPERSEDED SURVEY CONTROL
 BL0180
 BL0180  NGVD 29 (??/??/92)   13.469  (m)           44.19   (f) ADJ UNCH    1 1
 BL0180
 BL0180.Superseded values are not recommended for survey control.
 BL0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0180.See file dsdata.txt to determine how the superseded data were derived.
 BL0180
 BL0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP642238(NAD 83)
 BL0180_MARKER: DB = BENCH MARK DISK
 BL0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0180_SP_SET: CULVERT
 BL0180_STAMPING: N 1139 1959
 BL0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0180
 BL0180  HISTORY     - Date     Condition        Report By
 BL0180  HISTORY     - 1959     MONUMENTED       CGS
 BL0180  HISTORY     - 1972     GOOD             NGS
 BL0180  HISTORY     - 19870903 GOOD             USPSQD
 BL0180  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0180  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0180  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0180  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0180  HISTORY     - 19900412 MARK NOT FOUND   USPSQD
 BL0180  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 BL0180
 BL0180                          STATION DESCRIPTION
 BL0180
 BL0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0180'0.95 MI E FROM NOME.
 BL0180'ABOUT 0.95 MILE EAST ALONG US HIGHWAY 90 FROM THE POST OFFICE, ABOUT
 BL0180'100 YARDS NORTH AND ACROSS THE SOUTHERN PACIFIC RAILROAD FROM THE
 BL0180'HIGHWAY, 151 FEET NORTH OF THE CENTER OF THE CROSSING OF THE TRACK AND
 BL0180'STATE HIGHWAY 326, SET IN THE TOP ABOUT IN THE CENTER OF THE WEST
 BL0180'CONCRETE HEADWALL TO TWO, 36-INCH PIPE CULVERTS UNDER STATE HIGHWAY
 BL0180'326, 21.3 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT
 BL0180'BELOW THE LEVEL OF THE HIGHWAY.
 BL0180
 BL0180                          STATION RECOVERY (1987)
 BL0180
 BL0180'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0180'RECOVERED IN GOOD CONDITION.
 BL0180
 BL0180                          STATION RECOVERY (1988)
 BL0180
 BL0180'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0180'MARK NOT FOUND.
 BL0180
 BL0180                          STATION RECOVERY (1988)
 BL0180
 BL0180'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0180'MARK NOT FOUND.
 BL0180
 BL0180                          STATION RECOVERY (1989)
 BL0180
 BL0180'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0180'MARK NOT FOUND.
 BL0180
 BL0180                          STATION RECOVERY (1990)
 BL0180
 BL0180'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0180'MARK NOT FOUND.
 BL0180
 BL0180                          STATION RECOVERY (1990)
 BL0180
 BL0180'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0180'MARK NOT FOUND.
 BL0180
 BL0180                          STATION RECOVERY (1993)
 BL0180
 BL0180'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1273 ***********************************************************************
 AN1273  DESIGNATION -  N 1141
 AN1273  PID         -  AN1273
 AN1273  STATE/COUNTY-  TX/SAN PATRICIO
 AN1273  USGS QUAD   -  SINTON EAST (1979)
 AN1273
 AN1273                         *CURRENT SURVEY CONTROL
 AN1273  ___________________________________________________________________
 AN1273* NAD 83(1986)-  28 00 18.     (N)    097 26 56.     (W)     SCALED    
 AN1273* NAVD 88     -        16.450  (meters)      53.97   (feet)  ADJUSTED  
 AN1273  ___________________________________________________________________
 AN1273  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN1273  DYNAMIC HT  -          16.425 (meters)      53.89  (feet)  COMP
 AN1273  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 AN1273
 AN1273  VERT ORDER  -  FIRST     CLASS I
 AN1273
 AN1273.The horizontal coordinates were scaled from a topographic map and have
 AN1273.an estimated accuracy of +/- 6 seconds.
 AN1273
 AN1273.The orthometric height was determined by differential leveling
 AN1273.and adjusted by the National Geodetic Survey in December 1997..
 AN1273.WARNING-Repeat measurements at this control monument indicate possible
 AN1273.vertical movement.
 AN1273
 AN1273.The geoid height was determined by GEOID03.
 AN1273
 AN1273.The dynamic height is computed by dividing the NAVD 88
 AN1273.geopotential number by the normal gravity value computed on the
 AN1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1273.degrees latitude (g = 980.6199 gals.).
 AN1273
 AN1273.The modeled gravity was interpolated from observed gravity values.
 AN1273
 AN1273;                    North         East    Units  Estimated Accuracy
 AN1273;SPC TX S     - 5,259,510.      403,390.      MT  (+/- 180 meters Scaled)
 AN1273
 AN1273                          SUPERSEDED SURVEY CONTROL
 AN1273
 AN1273  NAVD 88 (06/15/91)   16.396  (m)           53.79   (f) UNKNOWN     1 1
 AN1273  NGVD 29 (??/??/92)   16.571  (m)           54.37   (f) ADJ UNCH    1 1
 AN1273
 AN1273.Superseded values are not recommended for survey control.
 AN1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1273.See file dsdata.txt to determine how the superseded data were derived.
 AN1273
 AN1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR525987(NAD 83)
 AN1273_MARKER: DB = BENCH MARK DISK
 AN1273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN1273_SP_SET: CULVERT HEADWALL
 AN1273_STAMPING: N 1141 1959
 AN1273_MARK LOGO: CGS   
 AN1273_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1273+STABILITY: SURFACE MOTION
 AN1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1273+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AN1273
 AN1273  HISTORY     - Date     Condition        Report By
 AN1273  HISTORY     - 1959     MONUMENTED       CGS
 AN1273  HISTORY     - 1978     GOOD             NGS
 AN1273  HISTORY     - 19960728 GOOD             USPSQD
 AN1273  HISTORY     - 19970203 GOOD             NGS
 AN1273
 AN1273                          STATION DESCRIPTION
 AN1273
 AN1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN1273'4.2 MI SE FROM SINTON.
 AN1273'ABOUT 4.2 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN1273'FROM THE CROSSING OF THE ST. LOUIS, BROWNVILLE AND MEXICO RAILROAD AT
 AN1273'SINTON, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST, 39 FEET NORTHEAST
 AN1273'OF THE NORTHEAST RAIL, 59 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 AN1273'HIGHWAY 181, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD
 AN1273'WALL OF A CONCRETE CULVERT UNDER THE ROAD LEADING SOUTHWEST, 27 FEET
 AN1273'SOUTHEAST OF THE FIRST POLE SOUTHEAST OF MILEPOST 127, ABOUT LEVEL
 AN1273'WITH THE ROADS, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS.
 AN1273
 AN1273                          STATION RECOVERY (1978)
 AN1273
 AN1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1273'RECOVERED IN GOOD CONDITION.
 AN1273
 AN1273                          STATION RECOVERY (1996)
 AN1273
 AN1273'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1273'RECOVERED IN GOOD CONDITION.
 AN1273
 AN1273                          STATION RECOVERY (1997)
 AN1273
 AN1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1273'8.2 KM (5.10 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AN1273'JUNCTION OF U.S.  HIGHWAY 77 IN SINTON, IN TOP OF AND 0.2 M (0.7 FT)
 AN1273'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE HEADWALL OF A CULVERT
 AN1273'UNDER COUNTY ROAD 65, 18.2 M (59.7 FT) SOUTHWEST OF THE CENTER OF THE
 AN1273'SOUTHBOUND LANES OF THE HIGHWAY, 11.8 M (38.7 FT) NORTHEAST OF THE
 AN1273'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 5.6 M (18.4 FT) NORTHWEST
 AN1273'OF THE ROAD CENTER, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0286 ***********************************************************************
 DO0286  DESIGNATION -  N 114=1059 USGS
 DO0286  PID         -  DO0286
 DO0286  STATE/COUNTY-  TX/WICHITA
 DO0286  USGS QUAD   -  FOWLKES (1968)
 DO0286
 DO0286                         *CURRENT SURVEY CONTROL
 DO0286  ___________________________________________________________________
 DO0286* NAD 83(1986)-  33 59 10.     (N)    098 49 02.     (W)     SCALED    
 DO0286* NAVD 88     -       322.845  (meters)    1059.20   (feet)  POSTED    
 DO0286  ___________________________________________________________________
 DO0286  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DO0286  DYNAMIC HT  -         322.490 (meters)    1058.04  (feet)  COMP
 DO0286  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 DO0286
 DO0286  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DO0286
 DO0286.The horizontal coordinates were scaled from a topographic map and have
 DO0286.an estimated accuracy of +/- 6 seconds.
 DO0286
 DO0286.The orthometric height was determined by differential leveling
 DO0286.and adjusted by the National Geodetic Survey in 1992..
 DO0286.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DO0286.rate of 2.1 thru 3.0 mm/km.
 DO0286
 DO0286.The geoid height was determined by GEOID03.
 DO0286
 DO0286.The dynamic height is computed by dividing the NAVD 88
 DO0286.geopotential number by the normal gravity value computed on the
 DO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0286.degrees latitude (g = 980.6199 gals.).
 DO0286
 DO0286.The modeled gravity was interpolated from observed gravity values.
 DO0286
 DO0286;                    North         East    Units  Estimated Accuracy
 DO0286;SPC TXNC     - 2,257,260.      570,690.      MT  (+/- 180 meters Scaled)
 DO0286
 DO0286                          SUPERSEDED SURVEY CONTROL
 DO0286
 DO0286  NGVD 29 (??/??/92)  322.771  (m)         1058.96   (f) ADJ UNCH    1 2
 DO0286
 DO0286.Superseded values are not recommended for survey control.
 DO0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0286.See file dsdata.txt to determine how the superseded data were derived.
 DO0286
 DO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC168606(NAD 83)
 DO0286_MARKER: Z = SEE DESCRIPTION
 DO0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0286_SP_SET: MILEPOST
 DO0286_STAMPING: 1059 N 114 1933
 DO0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0286
 DO0286  HISTORY     - Date     Condition        Report By
 DO0286  HISTORY     - 1933     MONUMENTED       USGS
 DO0286  HISTORY     - 1957     GOOD             NGS
 DO0286  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0286  HISTORY     - 20010530 GOOD             USPSQD
 DO0286
 DO0286                          STATION DESCRIPTION
 DO0286
 DO0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0286'6.5 MI SE FROM ELECTRA.
 DO0286'AT MILEAGE 133.89, 20 FEET WEST OF ROAD CROSSING TRACK, 42 FEET NORTH
 DO0286'OF CENTER OF TRACK.  RAILROAD B. MS.  TOP OF CONCRETE MILE POST 133.
 DO0286'S.W. COR. S. PAR. BR. 132.81 N.W. COR. W. HD. WALL BR. 132.49 TOP OF
 DO0286'MILE POST 132 S.W. COR S. PAR. BR. 131.70.
 DO0286
 DO0286                          STATION RECOVERY (1984)
 DO0286
 DO0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0286'MARK NOT FOUND.
 DO0286
 DO0286                          STATION RECOVERY (2001)
 DO0286
 DO0286'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0258 ***********************************************************************
 AB0258  TIDAL BM    -  This is a Tidal Bench Mark.
 AB0258  DESIGNATION -  N 1142
 AB0258  PID         -  AB0258
 AB0258  STATE/COUNTY-  TX/CAMERON
 AB0258  USGS QUAD   -  PORT ISABEL (1983)
 AB0258
 AB0258                         *CURRENT SURVEY CONTROL
 AB0258  ___________________________________________________________________
 AB0258* NAD 83(1986)-  26 04 30.     (N)    097 09 51.     (W)     SCALED    
 AB0258* NAVD 88     -         1.061  (meters)       3.48   (feet)  ADJUSTED  
 AB0258  ___________________________________________________________________
 AB0258  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB0258  DYNAMIC HT  -           1.060 (meters)       3.48  (feet)  COMP
 AB0258  MODELED GRAV-     979,069.5   (mgal)                       NAVD 88
 AB0258
 AB0258  VERT ORDER  -  FIRST     CLASS II
 AB0258
 AB0258.The horizontal coordinates were scaled from a topographic map and have
 AB0258.an estimated accuracy of +/- 6 seconds.
 AB0258
 AB0258.The orthometric height was determined by differential leveling
 AB0258.and adjusted by the National Geodetic Survey in June 1991..
 AB0258
 AB0258.This Tidal Bench Mark is designated as VM 1696
 AB0258.by the Center for Operational Oceanographic Products and Services.
 AB0258
 AB0258.This Tidal Bench Mark is designated as VM 7914
 AB0258.by the Center for Operational Oceanographic Products and Services.
 AB0258
 AB0258.This Tidal Bench Mark is designated as VM 15614
 AB0258.by the Center for Operational Oceanographic Products and Services.
 AB0258
 AB0258.The geoid height was determined by GEOID03.
 AB0258
 AB0258.The dynamic height is computed by dividing the NAVD 88
 AB0258.geopotential number by the normal gravity value computed on the
 AB0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0258.degrees latitude (g = 980.6199 gals.).
 AB0258
 AB0258.The modeled gravity was interpolated from observed gravity values.
 AB0258
 AB0258;                    North         East    Units  Estimated Accuracy
 AB0258;SPC TX S     - 5,045,950.      433,660.      MT  (+/- 180 meters Scaled)
 AB0258
 AB0258                          SUPERSEDED SURVEY CONTROL
 AB0258
 AB0258.No superseded survey control is available for this station.
 AB0258
 AB0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP836852(NAD 83)
 AB0258_MARKER: DB = BENCH MARK DISK
 AB0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0258_SP_SET: FOUNDATION
 AB0258_STAMPING: N 1142 1959
 AB0258_MARK LOGO: CGS   
 AB0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0258+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2001
 AB0258
 AB0258  HISTORY     - Date     Condition        Report By
 AB0258  HISTORY     - 1959     MONUMENTED       CGS
 AB0258  HISTORY     - 1982     GOOD             NGS
 AB0258  HISTORY     - 1987     GOOD             USPSQD
 AB0258  HISTORY     - 1988     GOOD             USPSQD
 AB0258  HISTORY     - 1988     GOOD             USPSQD
 AB0258  HISTORY     - 19910411 GOOD             USPSQD
 AB0258  HISTORY     - 20010126 GOOD             INDIV
 AB0258
 AB0258                          STATION DESCRIPTION
 AB0258
 AB0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AB0258'3.5 MI E FROM PORT ISABEL.
 AB0258'ABOUT 0.75 MILE SOUTHEAST ALONG STATE HIGHWAY 100 FROM THE LIGHTHOUSE
 AB0258'AT PORT ISABEL, THENCE ABOUT 2.65 MILES EAST ALONG QUEEN ISABEL
 AB0258'CAUSEWAY, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG A PAVED ROAD, AT THE
 AB0258'U. S. COAST GUARD STATION ON PADRE ISLAND, IN THE TOP OF THE EAST
 AB0258'CORNER OF THE CONCRETE FOUNDATION OF THE OFFICE, 1 FOOT NORTH OF THE
 AB0258'EAST CORNER POST, AND ABOUT 1 FOOT ABOVE THE GROUND.
 AB0258
 AB0258                          STATION RECOVERY (1982)
 AB0258
 AB0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0258'1.1 KM (0.70 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH FROM THE
 AB0258'JUNCTION OF STATE PARK ROADS 100 NORTH AND 100 WEST ON SOUTH PADRE
 AB0258'ISLAND, THENCE 0.1 KM (0.05 MI) SOUTHEAST ALONG A PAVED ROAD, AT THE
 AB0258'OLD U.S. COAST GUARD STATION, SET IN TOP OF THE EAST CORNER OF THE IN
 AB0258'CONCRETE FOUNDATION OF THE OFFICE PORCH, 0.3 M (1.0 FT) NORTH OF
 AB0258'THE SOUTHEAST CORNER POST OF THE BUILDING.
 AB0258'THE MARK IS 0.3 M ABOVE ROAD.
 AB0258
 AB0258                          STATION RECOVERY (1987)
 AB0258
 AB0258'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0258'RECOVERED IN GOOD CONDITION.
 AB0258
 AB0258                          STATION RECOVERY (1988)
 AB0258
 AB0258'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0258'RECOVERED IN GOOD CONDITION.
 AB0258
 AB0258                          STATION RECOVERY (1988)
 AB0258
 AB0258'RECOVERY NOTE BY US POWER SQUADRON 1988 (MRB)
 AB0258'RECOVERED IN GOOD CONDITION.
 AB0258
 AB0258                          STATION RECOVERY (1991)
 AB0258
 AB0258'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0258'RECOVERED IN GOOD CONDITION.
 AB0258
 AB0258                          STATION RECOVERY (2001)
 AB0258
 AB0258'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SR)
 AB0258'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0496 ***********************************************************************
 AW0496  DESIGNATION -  N 1144
 AW0496  PID         -  AW0496
 AW0496  STATE/COUNTY-  TX/GALVESTON
 AW0496  USGS QUAD   -  ALGOA (1974)
 AW0496
 AW0496                         *CURRENT SURVEY CONTROL
 AW0496  ___________________________________________________________________
 AW0496* NAD 83(1986)-  29 23 43.     (N)    095 09 28.     (W)     SCALED    
 AW0496* NAVD 88     -         9.504  (meters)      31.18   (feet)  ADJUSTED  
 AW0496  ___________________________________________________________________
 AW0496  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW0496  DYNAMIC HT  -           9.491 (meters)      31.14  (feet)  COMP
 AW0496  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 AW0496
 AW0496  VERT ORDER  -  FIRST     CLASS I
 AW0496
 AW0496.The horizontal coordinates were scaled from a topographic map and have
 AW0496.an estimated accuracy of +/- 6 seconds.
 AW0496
 AW0496.The orthometric height was determined by differential leveling
 AW0496.and adjusted by the National Geodetic Survey in June 1991..
 AW0496
 AW0496.The geoid height was determined by GEOID03.
 AW0496
 AW0496.The dynamic height is computed by dividing the NAVD 88
 AW0496.geopotential number by the normal gravity value computed on the
 AW0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0496.degrees latitude (g = 980.6199 gals.).
 AW0496
 AW0496.The modeled gravity was interpolated from observed gravity values.
 AW0496
 AW0496;                    North         East    Units  Estimated Accuracy
 AW0496;SPC TXSC     - 4,179,230.      972,830.      MT  (+/- 180 meters Scaled)
 AW0496
 AW0496                          SUPERSEDED SURVEY CONTROL
 AW0496
 AW0496  NGVD 29 (12/23/87)    9.501  (m)           31.17   (f) ADJUSTED    1 1
 AW0496
 AW0496.Superseded values are not recommended for survey control.
 AW0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0496.See file dsdata.txt to determine how the superseded data were derived.
 AW0496
 AW0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN906537(NAD 83)
 AW0496_MARKER: DB = BENCH MARK DISK
 AW0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0496_SP_SET: CONCRETE POST
 AW0496_STAMPING: N 1144 1959
 AW0496_MARK LOGO: CGS   
 AW0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0496+STABILITY: SURFACE MOTION
 AW0496
 AW0496  HISTORY     - Date     Condition        Report By
 AW0496  HISTORY     - 1959     MONUMENTED       CGS
 AW0496  HISTORY     - 1973     GOOD             NGS
 AW0496  HISTORY     - 1978     GOOD             NGS
 AW0496  HISTORY     - 1987     GOOD             USPSQD
 AW0496  HISTORY     - 1987     GOOD             USPSQD
 AW0496  HISTORY     - 1987     GOOD             USPSQD
 AW0496  HISTORY     - 1987     GOOD             USPSQD
 AW0496  HISTORY     - 1987     GOOD             NGS
 AW0496  HISTORY     - 1988     GOOD             USPSQD
 AW0496  HISTORY     - 1988     GOOD             USPSQD
 AW0496  HISTORY     - 1988     GOOD             USPSQD
 AW0496  HISTORY     - 1988     GOOD             USPSQD
 AW0496  HISTORY     - 1988     GOOD             USPSQD
 AW0496  HISTORY     - 1988     GOOD             USPSQD
 AW0496  HISTORY     - 1988     GOOD             USPSQD
 AW0496  HISTORY     - 1988     GOOD             USPSQD
 AW0496  HISTORY     - 1988     GOOD             USPSQD
 AW0496  HISTORY     - 1988     GOOD             USPSQD
 AW0496  HISTORY     - 1989     GOOD             USPSQD
 AW0496  HISTORY     - 1989     GOOD             USPSQD
 AW0496  HISTORY     - 1990     GOOD             USPSQD
 AW0496  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AW0496  HISTORY     - 20020109 MARK NOT FOUND   USPSQD
 AW0496  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 AW0496  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AW0496
 AW0496                          STATION DESCRIPTION
 AW0496
 AW0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0496'1.3 MI E FROM ALGOA.
 AW0496'1.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0496'THE STATION AT ALGOA, AT THE CROSSING OF HOLLOWAY ROAD, 4 POLES WEST
 AW0496'OF MILEPOLE 23, 44.8 FEET NORTH OF THE NORTH RAIL, 38 FEET EAST OF THE
 AW0496'CENTER LINE OF THE ROAD, 36.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AW0496'OF A CONCRETE BLOCK BUILDING, 8.4 FEET WEST OF A VERTICAL RAIL WHICH
 AW0496'PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 0.8 FOOT EAST OF A WITNESS
 AW0496'POST, ABOUT 6 FEET LOWER THAN THE RAILS, AND SET IN THE TOP OF A
 AW0496'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW0496
 AW0496                          STATION RECOVERY (1978)
 AW0496
 AW0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1987)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1987)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1987)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1987)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1987)
 AW0496
 AW0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1988)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1988)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1988)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1988)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1988)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1988)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1988)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1988)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1988)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1988)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1989)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1989)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1990)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0496'RECOVERED IN GOOD CONDITION.
 AW0496
 AW0496                          STATION RECOVERY (1999)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0496'MARK NOT FOUND.
 AW0496
 AW0496                          STATION RECOVERY (2002)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0496'MARK NOT FOUND.
 AW0496
 AW0496                          STATION RECOVERY (2004)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0496'MARK NOT FOUND.
 AW0496
 AW0496                          STATION RECOVERY (2005)
 AW0496
 AW0496'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1669 ***********************************************************************
 AW1669  DESIGNATION -  N 1145
 AW1669  PID         -  AW1669
 AW1669  STATE/COUNTY-  TX/CHAMBERS
 AW1669  USGS QUAD   -  COVE (1993)
 AW1669
 AW1669                         *CURRENT SURVEY CONTROL
 AW1669  ___________________________________________________________________
 AW1669* NAD 83(1986)-  29 49 49.     (N)    094 48 04.     (W)     SCALED    
 AW1669* NAVD 88     -         9.57   (+/-2cm)      31.4    (feet)  VERTCON   
 AW1669  ___________________________________________________________________
 AW1669  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW1669
 AW1669  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1669
 AW1669.The horizontal coordinates were scaled from a topographic map and have
 AW1669.an estimated accuracy of +/- 6 seconds.
 AW1669
 AW1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1669.The vertical order pertains to the NGVD 29 superseded value.
 AW1669
 AW1669.The geoid height was determined by GEOID03.
 AW1669
 AW1669;                    North         East    Units  Estimated Accuracy
 AW1669;SPC TXSC     - 4,228,600.    1,005,700.      MT  (+/- 180 meters Scaled)
 AW1669
 AW1669                          SUPERSEDED SURVEY CONTROL
 AW1669
 AW1669  NGVD 29 (??/??/92)    9.571  (m)           31.40   (f) ADJ UNCH    1 2
 AW1669
 AW1669.Superseded values are not recommended for survey control.
 AW1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1669.See file dsdata.txt to determine how the superseded data were derived.
 AW1669
 AW1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP259013(NAD 83)
 AW1669_MARKER: DB = BENCH MARK DISK
 AW1669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1669_SP_SET: BRIDGE
 AW1669_STAMPING: N 1145 1959
 AW1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1669
 AW1669  HISTORY     - Date     Condition        Report By
 AW1669  HISTORY     - 1959     MONUMENTED       CGS
 AW1669  HISTORY     - 1973     GOOD             NGS
 AW1669  HISTORY     - 1975     GOOD             NGS
 AW1669  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1669  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1669  HISTORY     - 19890424 MARK NOT FOUND   USPSQD
 AW1669  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1669  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW1669  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1669  HISTORY     - 20031231 MARK NOT FOUND   USPSQD
 AW1669
 AW1669                          STATION DESCRIPTION
 AW1669
 AW1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1669'0.15 MI E FROM COVE.
 AW1669'ABOUT 0.15 MILE EAST ALONG INTERSTATE HIGHWAY 10 FROM THE OVERPASS
 AW1669'OVER FARM ROAD 565 AT COVE, AT THE WEST END OF THE CONCRETE BRIDGE
 AW1669'OVER THE OLD AND LOST RIVER, SET IN THE TOP AND CENTER OF THE CONCRETE
 AW1669'ISLAND DIVIDING THE EAST-WEST TRAFFIC LANES, 15 FEET NORTH OF THE
 AW1669'CENTER LINE OF THE EASTBOUND TRAFFIC LANES, ABOUT 7 INCHES ABOVE THE
 AW1669'LEVEL OF THE HIGHWAY.
 AW1669
 AW1669                          STATION RECOVERY (1975)
 AW1669
 AW1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AW1669'RECOVERED IN GOOD CONDITION.
 AW1669
 AW1669                          STATION RECOVERY (1978)
 AW1669
 AW1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1669'NOTE=THIS MARK IS COVERED WITH CONCRETE.  NEW DIVIDER STRIP
 AW1669'HAS BEEN PUT IN.
 AW1669
 AW1669                          STATION RECOVERY (1988)
 AW1669
 AW1669'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1669'MARK NOT FOUND.
 AW1669
 AW1669                          STATION RECOVERY (1989)
 AW1669
 AW1669'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1669'MARK NOT FOUND.
 AW1669
 AW1669                          STATION RECOVERY (1990)
 AW1669
 AW1669'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW1669'MARK NOT FOUND.
 AW1669
 AW1669                          STATION RECOVERY (1996)
 AW1669
 AW1669'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1669'MARK NOT FOUND.
 AW1669
 AW1669                          STATION RECOVERY (2001)
 AW1669
 AW1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1669'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1669
 AW1669                          STATION RECOVERY (2003)
 AW1669
 AW1669'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1290 ***********************************************************************
 AW1290  DESIGNATION -  N 1147
 AW1290  PID         -  AW1290
 AW1290  STATE/COUNTY-  TX/HARRIS
 AW1290  USGS QUAD   -  PASADENA (1995)
 AW1290
 AW1290                         *CURRENT SURVEY CONTROL
 AW1290  ___________________________________________________________________
 AW1290* NAD 83(1986)-  29 41 38.     (N)    095 13 11.     (W)     SCALED    
 AW1290* NAVD 88     -         7.67   (+/-2cm)      25.2    (feet)  VERTCON   
 AW1290  ___________________________________________________________________
 AW1290  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1290
 AW1290  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1290
 AW1290.The horizontal coordinates were scaled from a topographic map and have
 AW1290.an estimated accuracy of +/- 6 seconds.
 AW1290
 AW1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1290.The vertical order pertains to the NGVD 29 superseded value.
 AW1290
 AW1290.The geoid height was determined by GEOID03.
 AW1290
 AW1290;                    North         East    Units  Estimated Accuracy
 AW1290;SPC TXSC     - 4,212,110.      965,750.      MT  (+/- 180 meters Scaled)
 AW1290
 AW1290                          SUPERSEDED SURVEY CONTROL
 AW1290
 AW1290  NGVD 29 (??/??/92)    7.670  (m)           25.16   (f) ADJ UNCH    1 2
 AW1290
 AW1290.Superseded values are not recommended for survey control.
 AW1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1290.See file dsdata.txt to determine how the superseded data were derived.
 AW1290
 AW1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN852869(NAD 83)
 AW1290_MARKER: DB = BENCH MARK DISK
 AW1290_SETTING: 0 = UNSPECIFIED SETTING
 AW1290_STAMPING: N 1147 1959
 AW1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1290
 AW1290  HISTORY     - Date     Condition        Report By
 AW1290  HISTORY     - 1959     MONUMENTED       CGS
 AW1290  HISTORY     - 1973     GOOD             NGS
 AW1290  HISTORY     - 1978     GOOD             USPSQD
 AW1290  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1290  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 1988     GOOD             USPSQD
 AW1290  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 AW1290  HISTORY     - 20041125 MARK NOT FOUND   USPSQD
 AW1290
 AW1290                          STATION DESCRIPTION
 AW1290
 AW1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1290'0.4 MI N FROM PASADENA.
 AW1290'ABOUT 0.4 MILE NORTH ALONG SOUTH RICHEY ST. FROM THE POST OFFICE AT
 AW1290'PASADENA, ABOUT 91 FEET WEST OF THE CENTER LINE OF THE STREET, 158
 AW1290'FEET SOUTH OF THE CENTER LINE OF WEST ELAINE ST., 54.4 FEET WEST OF A
 AW1290'CHAIN LINK FENCE (ON THE WEST SIDE OF SOUTH RICHEY ST.), 14.5 FEET
 AW1290'WEST OF THE SOUTHWEST CORNER OF A BRICK TICKET OFFICE AND REFRESHMENT
 AW1290'BUILDING AT SUNSET BALL PARK, 11.2 FEET NORTH OF THE NORTH PIPE GATE
 AW1290'POST IN A CHAIN LINK FENCE, 5 1/2 FEET SOUTH OF A PIPE CORNER POST,
 AW1290'1.3 FEET EAST OF A CHAIN LINK FENCE.
 AW1290
 AW1290                          STATION RECOVERY (1978)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1978 (CD)
 AW1290'RECOVERED IN GOOD CONDITION.
 AW1290
 AW1290                          STATION RECOVERY (1978)
 AW1290
 AW1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1290'NOT RECOVERED.  NOTE=THE AREA OF THIS MARK IS NOW PAVED.
 AW1290
 AW1290                          STATION RECOVERY (1987)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1987)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1987)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1987)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1987)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1988)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1290'RECOVERED IN GOOD CONDITION.
 AW1290
 AW1290                          STATION RECOVERY (1988)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1988)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1988)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1989)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1989)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1990)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1990)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (1998)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1290'MARK NOT FOUND.
 AW1290
 AW1290                          STATION RECOVERY (2003)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1290'PARK IS CLOSED, TICKET OFFICE IS GONE. NO WAY TO DETERMINE WHERE TO
 AW1290'DIG UP THE MARK.
 AW1290
 AW1290                          STATION RECOVERY (2004)
 AW1290
 AW1290'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2957 ***********************************************************************
 AW2957  DESIGNATION -  N 1148
 AW2957  PID         -  AW2957
 AW2957  STATE/COUNTY-  TX/HARRIS
 AW2957  USGS QUAD   -  MORGANS POINT (1993)
 AW2957
 AW2957                         *CURRENT SURVEY CONTROL
 AW2957  ___________________________________________________________________
 AW2957* NAD 83(1986)-  29 41 47.     (N)    094 59 35.     (W)     SCALED    
 AW2957* NAVD 88     -         1.93   (+/-2cm)       6.3    (feet)  VERTCON   
 AW2957  ___________________________________________________________________
 AW2957  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2957
 AW2957  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2957
 AW2957.The horizontal coordinates were scaled from a topographic map and have
 AW2957.an estimated accuracy of +/- 6 seconds.
 AW2957
 AW2957.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2957.The vertical order pertains to the NGVD 29 superseded value.
 AW2957
 AW2957.The geoid height was determined by GEOID03.
 AW2957
 AW2957;                    North         East    Units  Estimated Accuracy
 AW2957;SPC TXSC     - 4,213,120.      987,670.      MT  (+/- 180 meters Scaled)
 AW2957
 AW2957                          SUPERSEDED SURVEY CONTROL
 AW2957
 AW2957  NGVD 29 (??/??/92)    1.93   (m)            6.3    (f) COMPUTED    1 2
 AW2957
 AW2957.Superseded values are not recommended for survey control.
 AW2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2957.See file dsdata.txt to determine how the superseded data were derived.
 AW2957
 AW2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN071868(NAD 83)
 AW2957_MARKER: DB = BENCH MARK DISK
 AW2957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2957_SP_SET: CASING STEEL
 AW2957_STAMPING: N 1148 1959
 AW2957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2957
 AW2957  HISTORY     - Date     Condition        Report By
 AW2957  HISTORY     - 1959     MONUMENTED       CGS
 AW2957  HISTORY     - 1964     GOOD             NGS
 AW2957  HISTORY     - 19971113 MARK NOT FOUND   USPSQD
 AW2957
 AW2957                          STATION DESCRIPTION
 AW2957
 AW2957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2957'1.4 MI NW FROM MORGAN POINT.
 AW2957'ABOUT 0.35 MILE NORTH AND ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2957'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, TO THE SOUTH END
 AW2957'OF HOG ISLAND, THENCE ABOUT 1.05 MILES NORTHWEST ALONG THE NORTHEAST
 AW2957'SHORE OF THE SHIP CHANNEL, 370 FEET NORTHEAST OF THE HIGH WATER LINE,
 AW2957'360 FEET NORTHEAST OF BENCH MARK 65+00 650 (U.S.E.), 72 FEET NORTHEAST
 AW2957'OF THE CENTER LINE OF A SHELL ROAD, AT ABANDONED HOG ISLAND NO. 15 OIL
 AW2957'WELL WHICH IS DRILLED TO A DEPTH OF 1260 FEET, SET IN THE TOP OF A 10
 AW2957'3/4-INCH STEEL CASING SURROUNDED BY A GLANGE FILLED WITH CONCRETE, AND
 AW2957'PROJECTING 1 FOOT ABOVE THE ABANDONED CONCRETE FOUNDATION OF A
 AW2957'DERRICK.
 AW2957
 AW2957                          STATION RECOVERY (1997)
 AW2957
 AW2957'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1168 ***********************************************************************
 BL1168  DESIGNATION -  N 1149
 BL1168  PID         -  BL1168
 BL1168  STATE/COUNTY-  TX/MONTGOMERY
 BL1168  USGS QUAD   -  TAMINA (1979)
 BL1168
 BL1168                         *CURRENT SURVEY CONTROL
 BL1168  ___________________________________________________________________
 BL1168* NAD 83(1986)-  30 14 42.     (N)    095 27 23.     (W)     SCALED    
 BL1168* NAVD 88     -        37.312  (meters)     122.41   (feet)  ADJUSTED  
 BL1168  ___________________________________________________________________
 BL1168  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL1168  DYNAMIC HT  -          37.262 (meters)     122.25  (feet)  COMP
 BL1168  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 BL1168
 BL1168  VERT ORDER  -  FIRST     CLASS I
 BL1168
 BL1168.The horizontal coordinates were scaled from a topographic map and have
 BL1168.an estimated accuracy of +/- 6 seconds.
 BL1168
 BL1168.The orthometric height was determined by differential leveling
 BL1168.and adjusted by the National Geodetic Survey in June 1991..
 BL1168
 BL1168.The geoid height was determined by GEOID03.
 BL1168
 BL1168.The dynamic height is computed by dividing the NAVD 88
 BL1168.geopotential number by the normal gravity value computed on the
 BL1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1168.degrees latitude (g = 980.6199 gals.).
 BL1168
 BL1168.The modeled gravity was interpolated from observed gravity values.
 BL1168
 BL1168;                    North         East    Units  Estimated Accuracy
 BL1168;SPC TX C     - 3,074,400.    1,169,230.      MT  (+/- 180 meters Scaled)
 BL1168
 BL1168                          SUPERSEDED SURVEY CONTROL
 BL1168
 BL1168  NGVD 29 (12/23/87)   37.314  (m)          122.42   (f) ADJUSTED    1 1
 BL1168
 BL1168.Superseded values are not recommended for survey control.
 BL1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1168.See file dsdata.txt to determine how the superseded data were derived.
 BL1168
 BL1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP636484(NAD 83)
 BL1168_MARKER: DB = BENCH MARK DISK
 BL1168_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL1168_SP_SET: PIER
 BL1168_STAMPING: N 1149 1959
 BL1168_MARK LOGO: CGS   
 BL1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1168+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1168
 BL1168  HISTORY     - Date     Condition        Report By
 BL1168  HISTORY     - 1959     MONUMENTED       CGS
 BL1168  HISTORY     - 1973     GOOD             NGS
 BL1168  HISTORY     - 1978     GOOD             NGS
 BL1168  HISTORY     - 1987     GOOD             NGS
 BL1168  HISTORY     - 20040918 GOOD             USPSQD
 BL1168  HISTORY     - 20050929 GOOD             USPSQD
 BL1168
 BL1168                          STATION DESCRIPTION
 BL1168
 BL1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1168'4.4 MI S FROM CONROE.
 BL1168'ABOUT 4.4 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1168'STATION AT CONROE, ABOUT 4 1/2 POLES SOUTH OF MILE POST 116, SET IN
 BL1168'THE TOP CENTER OF THE WEST END OF THE FIRST CONCRETE PIER SOUTH OF THE
 BL1168'NORTH END OF THE RAILROAD BRIDGE 1162, OVER THE WEST FORK OF THE SAN
 BL1168'JACINTO RIVER, 3.6 FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF THE WEST
 BL1168'END OF THE PIER, AND ABOUT 5 FEET BELOW THE LEVEL OF THE RAIL.
 BL1168
 BL1168                          STATION RECOVERY (1978)
 BL1168
 BL1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1168'RECOVERED IN GOOD CONDITION.
 BL1168
 BL1168                          STATION RECOVERY (1987)
 BL1168
 BL1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1168'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.1 KM (4.40
 BL1168'MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1168'WITH AVENUE A IN CONROE.
 BL1168
 BL1168                          STATION RECOVERY (2004)
 BL1168
 BL1168'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1168'RECOVERED IN GOOD CONDITION.
 BL1168
 BL1168                          STATION RECOVERY (2005)
 BL1168
 BL1168'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1168'FOUND AS DESCRIBED. VERY EASY TO FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2352 ***********************************************************************
 AW2352  DESIGNATION -  N 1150
 AW2352  PID         -  AW2352
 AW2352  STATE/COUNTY-  TX/HARRIS
 AW2352  USGS QUAD   -  BELLAIRE (1995)
 AW2352
 AW2352                         *CURRENT SURVEY CONTROL
 AW2352  ___________________________________________________________________
 AW2352* NAD 83(1986)-  29 43 34.     (N)    095 23 26.     (W)     SCALED    
 AW2352* NAVD 88     -        15.45   (+/-2cm)      50.7    (feet)  VERTCON   
 AW2352  ___________________________________________________________________
 AW2352  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2352
 AW2352  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2352
 AW2352.The horizontal coordinates were scaled from a topographic map and have
 AW2352.an estimated accuracy of +/- 6 seconds.
 AW2352
 AW2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2352.The vertical order pertains to the NGVD 29 superseded value.
 AW2352
 AW2352.The geoid height was determined by GEOID03.
 AW2352
 AW2352;                    North         East    Units  Estimated Accuracy
 AW2352;SPC TXSC     - 4,215,160.      949,120.      MT  (+/- 180 meters Scaled)
 AW2352
 AW2352                          SUPERSEDED SURVEY CONTROL
 AW2352
 AW2352  NGVD 29 (??/??/92)   15.448  (m)           50.68   (f) ADJ UNCH    1 2
 AW2352
 AW2352.Superseded values are not recommended for survey control.
 AW2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2352.See file dsdata.txt to determine how the superseded data were derived.
 AW2352
 AW2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN687908(NAD 83)
 AW2352_MARKER: DB = BENCH MARK DISK
 AW2352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2352_SP_SET: FOUNDATION
 AW2352_STAMPING: N 1150 1959
 AW2352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2352
 AW2352  HISTORY     - Date     Condition        Report By
 AW2352  HISTORY     - 1959     MONUMENTED       CGS
 AW2352  HISTORY     - 1964     GOOD             NGS
 AW2352  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 AW2352  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2352  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW2352
 AW2352                          STATION DESCRIPTION
 AW2352
 AW2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2352'3.6 MI SW FROM HOUSTON.
 AW2352'ABOUT 0.4 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2352'RAILROAD STATION AT HOUSTON, THENCE ABOUT 3.2 MILES SOUTH-SOUTHWEST
 AW2352'ALONG MAIN STREET, AT THE SOUTHWEST CORNER OF THE JUNCTION OF
 AW2352'BISSONNET STREET, 141 FEET WEST-NORTHWEST OF THE CENTER LINE OF MAIN
 AW2352'STREET, 136 FEET SOUTH OF THE CENTER LINE OF BISSONNET STREET, IN THE
 AW2352'TOP OF THE CONCRETE FOUNDATION OF THE MUSEUM OF FINE ARTS BUILDING, 61
 AW2352'FEET EAST OF THE EAST EDGE OF THE NORTH ENTRANCE OF THE BUILDING, 46
 AW2352'FEET WEST OF THE NORTHEAST CORNER, AND ABOUT LEVEL WITH THE GROUND.
 AW2352
 AW2352                          STATION RECOVERY (1964)
 AW2352
 AW2352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2352'RECOVERED IN GOOD CONDITION.
 AW2352
 AW2352                          STATION RECOVERY (1975)
 AW2352
 AW2352'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 AW2352'MARK NOT FOUND.
 AW2352
 AW2352                          STATION RECOVERY (1978)
 AW2352
 AW2352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2352'NOT RECOVERED.  NOTE=THERE IS NOW A WALKWAY OVER THE FOUNDATION.
 AW2352
 AW2352                          STATION RECOVERY (1993)
 AW2352
 AW2352'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0692 ***********************************************************************
 CT0692  DESIGNATION -  N 1152
 CT0692  PID         -  CT0692
 CT0692  STATE/COUNTY-  TX/TAYLOR
 CT0692  USGS QUAD   -  LAKE ABILENE (1987)
 CT0692
 CT0692                         *CURRENT SURVEY CONTROL
 CT0692  ___________________________________________________________________
 CT0692* NAD 83(1986)-  32 13 50.     (N)    099 55 50.     (W)     SCALED    
 CT0692* NAVD 88     -       621.039  (meters)    2037.53   (feet)  ADJUSTED  
 CT0692  ___________________________________________________________________
 CT0692  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CT0692  DYNAMIC HT  -         620.223 (meters)    2034.85  (feet)  COMP
 CT0692  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 CT0692
 CT0692  VERT ORDER  -  SECOND    CLASS 0
 CT0692
 CT0692.The horizontal coordinates were scaled from a topographic map and have
 CT0692.an estimated accuracy of +/- 6 seconds.
 CT0692
 CT0692.The orthometric height was determined by differential leveling
 CT0692.and adjusted by the National Geodetic Survey in June 1991..
 CT0692
 CT0692.The geoid height was determined by GEOID03.
 CT0692
 CT0692.The dynamic height is computed by dividing the NAVD 88
 CT0692.geopotential number by the normal gravity value computed on the
 CT0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0692.degrees latitude (g = 980.6199 gals.).
 CT0692
 CT0692.The modeled gravity was interpolated from observed gravity values.
 CT0692
 CT0692;                    North         East    Units  Estimated Accuracy
 CT0692;SPC TXNC     - 2,063,450.      465,170.      MT  (+/- 180 meters Scaled)
 CT0692
 CT0692                          SUPERSEDED SURVEY CONTROL
 CT0692
 CT0692  NGVD 29 (??/??/92)  620.869  (m)         2036.97   (f) ADJ UNCH    2 0
 CT0692
 CT0692.Superseded values are not recommended for survey control.
 CT0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0692.See file dsdata.txt to determine how the superseded data were derived.
 CT0692
 CT0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA123663(NAD 83)
 CT0692_MARKER: DB = BENCH MARK DISK
 CT0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0692_STAMPING: N 1152 1961
 CT0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0692+STABILITY: SURFACE MOTION
 CT0692
 CT0692  HISTORY     - Date     Condition        Report By
 CT0692  HISTORY     - 1961     MONUMENTED       CGS
 CT0692  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CT0692
 CT0692                          STATION DESCRIPTION
 CT0692
 CT0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0692'7.7 MI SW FROM BUFFALO GAP.
 CT0692'0.4 MILES SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0692'GAP, THENCE 4.45 MILES WEST ALONG FARM ROAD 89, THENCE 2.85 MILES WEST
 CT0692'ALONG A GRAVEL ROAD, 44 FEET WEST OF THE CENTER LINE OF THE ROAD, 14
 CT0692'FEET NORTH OF THE CENTER LINE OF A ROAD INTO A PASTURE, 1.6 FEET EAST
 CT0692'OF A FENCE, 1 FOOT ABOVE THE LEVEL OF THE ROAD, 2.6 FEET SOUTH OF A
 CT0692'METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE
 CT0692'POST 4 FEET IN THE GROUND AND PROJECTING 8 INCHES ABOVE THE GROUND.
 CT0692
 CT0692                          STATION RECOVERY (1994)
 CT0692
 CT0692'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0693 ***********************************************************************
 CT0693  DESIGNATION -  N 1152 RESET 1968
 CT0693  PID         -  CT0693
 CT0693  STATE/COUNTY-  TX/TAYLOR
 CT0693  USGS QUAD   -  LAKE ABILENE (1987)
 CT0693
 CT0693                         *CURRENT SURVEY CONTROL
 CT0693  ___________________________________________________________________
 CT0693* NAD 83(1986)-  32 13 50.     (N)    099 55 50.     (W)     SCALED    
 CT0693* NAVD 88     -       620.27   (+/-2cm)    2035.0    (feet)  VERTCON   
 CT0693  ___________________________________________________________________
 CT0693  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CT0693
 CT0693  VERT ORDER  -  THIRD (See Below)
 CT0693
 CT0693.The horizontal coordinates were scaled from a topographic map and have
 CT0693.an estimated accuracy of +/- 6 seconds.
 CT0693
 CT0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0693.The vertical order pertains to the NGVD 29 superseded value.
 CT0693
 CT0693.The geoid height was determined by GEOID03.
 CT0693
 CT0693;                    North         East    Units  Estimated Accuracy
 CT0693;SPC TXNC     - 2,063,450.      465,170.      MT  (+/- 180 meters Scaled)
 CT0693
 CT0693                          SUPERSEDED SURVEY CONTROL
 CT0693
 CT0693  NGVD 29 (01/29/03)  620.10   (m)         2034.4    (f) RESET       3  
 CT0693
 CT0693.Superseded values are not recommended for survey control.
 CT0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0693.See file dsdata.txt to determine how the superseded data were derived.
 CT0693
 CT0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA123663(NAD 83)
 CT0693_MARKER: DB = BENCH MARK DISK
 CT0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0693_STAMPING: N 1152 RESET 1968
 CT0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0693+STABILITY: SURFACE MOTION
 CT0693
 CT0693  HISTORY     - Date     Condition        Report By
 CT0693  HISTORY     - 1968     MONUMENTED       TXHD
 CT0693
 CT0693                          STATION DESCRIPTION
 CT0693
 CT0693'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CT0693'7.7 MI SW FROM BUFFALO GAP.
 CT0693'0.4 MILE SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0693'GAP, THENCE 4.45 MILES WEST ALONG HIGHWAY FM 89, THENCE 2.85 MILES
 CT0693'WEST ALONG A GRAVEL ROAD, 4 FEET BEFORE THE BEGINING OF A CURVE, 49
 CT0693'FEET RIGHT OF THE CENTER LINE OF HIGHWAY FM 89, 1 1/2 FEET WEST OF A
 CT0693'FENCE, 2 WEST OF A METAL WITNESS SIGNPOST, SET IN THE TOP OF A
 CT0693'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0666 ***********************************************************************
 CA0666  DESIGNATION -  N 1153
 CA0666  PID         -  CA0666
 CA0666  STATE/COUNTY-  TX/RUNNELS
 CA0666  USGS QUAD   -  WINTERS (1987)
 CA0666
 CA0666                         *CURRENT SURVEY CONTROL
 CA0666  ___________________________________________________________________
 CA0666* NAD 83(1986)-  31 58 33.     (N)    099 57 44.     (W)     SCALED    
 CA0666* NAVD 88     -       569.394  (meters)    1868.09   (feet)  ADJUSTED  
 CA0666  ___________________________________________________________________
 CA0666  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CA0666  DYNAMIC HT  -         568.650 (meters)    1865.65  (feet)  COMP
 CA0666  MODELED GRAV-     979,315.1   (mgal)                       NAVD 88
 CA0666
 CA0666  VERT ORDER  -  SECOND    CLASS 0
 CA0666
 CA0666.The horizontal coordinates were scaled from a topographic map and have
 CA0666.an estimated accuracy of +/- 6 seconds.
 CA0666
 CA0666.The orthometric height was determined by differential leveling
 CA0666.and adjusted by the National Geodetic Survey in June 1991..
 CA0666
 CA0666.The geoid height was determined by GEOID03.
 CA0666
 CA0666.The dynamic height is computed by dividing the NAVD 88
 CA0666.geopotential number by the normal gravity value computed on the
 CA0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0666.degrees latitude (g = 980.6199 gals.).
 CA0666
 CA0666.The modeled gravity was interpolated from observed gravity values.
 CA0666
 CA0666;                    North         East    Units  Estimated Accuracy
 CA0666;SPC TX C     - 3,256,060.      735,080.      MT  (+/- 180 meters Scaled)
 CA0666
 CA0666                          SUPERSEDED SURVEY CONTROL
 CA0666
 CA0666  NGVD 29 (??/??/92)  569.279  (m)         1867.71   (f) ADJ UNCH    2 0
 CA0666
 CA0666.Superseded values are not recommended for survey control.
 CA0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0666.See file dsdata.txt to determine how the superseded data were derived.
 CA0666
 CA0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA090381(NAD 83)
 CA0666_MARKER: DB = BENCH MARK DISK
 CA0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0666_STAMPING: N 1153 1961
 CA0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0666+STABILITY: SURFACE MOTION
 CA0666
 CA0666  HISTORY     - Date     Condition        Report By
 CA0666  HISTORY     - 1961     MONUMENTED       CGS
 CA0666
 CA0666                          STATION DESCRIPTION
 CA0666
 CA0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CA0666'1.55 MI NE FROM WINTERS.
 CA0666'0.1 MILES EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0666'THENCE 1.45 MILES ALONG U.S. HIGHWAY 83, 37 FEET WEST OF THE CENTER
 CA0666'LINE OF U.S. HIGHWAY 83, 24 FEET SOUTH OF THE CENTER LINE OF A DIRT
 CA0666'ROAD, 2 FEET NORTH OF A TELEPHONE POLE, LEVEL WITH THE HIGHWAY, 2 FEET
 CA0666'SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH
 CA0666'SQUARE CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0668 ***********************************************************************
 CA0668  DESIGNATION -  N 1153 RESET 1971
 CA0668  PID         -  CA0668
 CA0668  STATE/COUNTY-  TX/RUNNELS
 CA0668  USGS QUAD   -  WINTERS (1987)
 CA0668
 CA0668                         *CURRENT SURVEY CONTROL
 CA0668  ___________________________________________________________________
 CA0668* NAD 83(1986)-  31 58 34.     (N)    099 57 43.     (W)     SCALED    
 CA0668* NAVD 88     -       569.31   (+/-2cm)    1867.8    (feet)  VERTCON   
 CA0668  ___________________________________________________________________
 CA0668  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CA0668
 CA0668  VERT ORDER  -  THIRD (See Below)
 CA0668
 CA0668.The horizontal coordinates were scaled from a topographic map and have
 CA0668.an estimated accuracy of +/- 6 seconds.
 CA0668
 CA0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0668.The vertical order pertains to the NGVD 29 superseded value.
 CA0668
 CA0668.The geoid height was determined by GEOID03.
 CA0668
 CA0668;                    North         East    Units  Estimated Accuracy
 CA0668;SPC TX C     - 3,256,090.      735,100.      MT  (+/- 180 meters Scaled)
 CA0668
 CA0668                          SUPERSEDED SURVEY CONTROL
 CA0668
 CA0668  NGVD 29 (??/??/??)  569.19   (m)         1867.4    (f) RESET       3  
 CA0668
 CA0668.Superseded values are not recommended for survey control.
 CA0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0668.See file dsdata.txt to determine how the superseded data were derived.
 CA0668
 CA0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA091381(NAD 83)
 CA0668_MARKER: DB = BENCH MARK DISK
 CA0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0668_STAMPING: N 1153 RESET 1971
 CA0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0668+STABILITY: SURFACE MOTION
 CA0668
 CA0668  HISTORY     - Date     Condition        Report By
 CA0668  HISTORY     - 1971     MONUMENTED       NGS
 CA0668
 CA0668                          STATION DESCRIPTION
 CA0668
 CA0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CA0668'1.55 MI N FROM WINTERS.
 CA0668'FROM THE POST OFFICE IN WINTERS, GO EAST ON STATE STREET FOR 0.1 MILE
 CA0668'TO U.S. HIGHWAY 83.  TURN LEFT AND GO NORTH ON U.S. HWY. 83 FOR 1.45
 CA0668'MILES TO A SIDE ROAD ON THE LEFT AND MARK ON THE RIGHT.  A STANDARD
 CA0668'BENCH MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH
 CA0668'WITH THE GROUND AND IS STAMPED N 1153 RESET 1971.  IT IS 84 FEET SOUTH
 CA0668'OF THE CENTER OF DRIVE-WAY TO HOUSE, 61 FEET EAST OF THE CENTER-LINE
 CA0668'OF U.S. HWY. 83, 4.6 FEET NORTH-NORTHEAST OF A HI-LINE POLE, 1.3 FEET
 CA0668'SOUTH OF A METAL WITNESS POST AND 1-FOOT WEST OF FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0221 ***********************************************************************
 CU0221  DESIGNATION -  N 1157
 CU0221  PID         -  CU0221
 CU0221  STATE/COUNTY-  TX/TAYLOR
 CU0221  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0221
 CU0221                         *CURRENT SURVEY CONTROL
 CU0221  ___________________________________________________________________
 CU0221* NAD 83(1986)-  32 22 13.     (N)    100 03 56.     (W)     SCALED    
 CU0221* NAVD 88     -       609.841  (meters)    2000.79   (feet)  ADJUSTED  
 CU0221  ___________________________________________________________________
 CU0221  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CU0221  DYNAMIC HT  -         609.039 (meters)    1998.16  (feet)  COMP
 CU0221  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 CU0221
 CU0221  VERT ORDER  -  SECOND    CLASS 0
 CU0221
 CU0221.The horizontal coordinates were scaled from a topographic map and have
 CU0221.an estimated accuracy of +/- 6 seconds.
 CU0221
 CU0221.The orthometric height was determined by differential leveling
 CU0221.and adjusted by the National Geodetic Survey in June 1991..
 CU0221
 CU0221.The geoid height was determined by GEOID03.
 CU0221
 CU0221.The dynamic height is computed by dividing the NAVD 88
 CU0221.geopotential number by the normal gravity value computed on the
 CU0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0221.degrees latitude (g = 980.6199 gals.).
 CU0221
 CU0221.The modeled gravity was interpolated from observed gravity values.
 CU0221
 CU0221;                    North         East    Units  Estimated Accuracy
 CU0221;SPC TXNC     - 2,079,120.      452,680.      MT  (+/- 180 meters Scaled)
 CU0221
 CU0221                          SUPERSEDED SURVEY CONTROL
 CU0221
 CU0221  NGVD 29 (??/??/92)  609.653  (m)         2000.17   (f) ADJ UNCH    2 0
 CU0221
 CU0221.Superseded values are not recommended for survey control.
 CU0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0221.See file dsdata.txt to determine how the superseded data were derived.
 CU0221
 CU0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA997819(NAD 83)
 CU0221_MARKER: DB = BENCH MARK DISK
 CU0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0221_STAMPING: N 1157 1961
 CU0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0221+STABILITY: SURFACE MOTION
 CU0221
 CU0221  HISTORY     - Date     Condition        Report By
 CU0221  HISTORY     - 1961     MONUMENTED       CGS
 CU0221  HISTORY     - 1982     GOOD             NGS
 CU0221  HISTORY     - 19940805 GOOD             USPSQD
 CU0221
 CU0221                          STATION DESCRIPTION
 CU0221
 CU0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0221'9.65 MI S FROM MERKEL.
 CU0221'9.65 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0221'42 FEET WEST OF THE CENTER LINE OF FARM ROAD 126, 4 FEET NORTH OF A
 CU0221'POWER POLE 1 FOOT EAST OF A FENCE, 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 CU0221'5 FEET SOUTH OF METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH
 CU0221'ROUND CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 1 INCH ABOVE
 CU0221'THE GROUND.
 CU0221
 CU0221                          STATION RECOVERY (1982)
 CU0221
 CU0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0221'RECOVERED IN GOOD CONDITION.
 CU0221
 CU0221                          STATION RECOVERY (1994)
 CU0221
 CU0221'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0584 ***********************************************************************
 CT0584  DESIGNATION -  N 1158
 CT0584  PID         -  CT0584
 CT0584  STATE/COUNTY-  TX/CALLAHAN
 CT0584  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0584
 CT0584                         *CURRENT SURVEY CONTROL
 CT0584  ___________________________________________________________________
 CT0584* NAD 83(1986)-  32 23 13.     (N)    099 30 27.     (W)     SCALED    
 CT0584* NAVD 88     -       615.376  (meters)    2018.95   (feet)  POSTED    
 CT0584  ___________________________________________________________________
 CT0584  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CT0584  DYNAMIC HT  -         614.570 (meters)    2016.30  (feet)  COMP
 CT0584  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 CT0584
 CT0584  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0584
 CT0584.The horizontal coordinates were scaled from a topographic map and have
 CT0584.an estimated accuracy of +/- 6 seconds.
 CT0584
 CT0584.The orthometric height was determined by differential leveling
 CT0584.and adjusted by the National Geodetic Survey in 1992..
 CT0584.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0584.rate of 1.1 thru 2.0 mm/km.
 CT0584
 CT0584.The geoid height was determined by GEOID03.
 CT0584
 CT0584.The dynamic height is computed by dividing the NAVD 88
 CT0584.geopotential number by the normal gravity value computed on the
 CT0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0584.degrees latitude (g = 980.6199 gals.).
 CT0584
 CT0584.The modeled gravity was interpolated from observed gravity values.
 CT0584
 CT0584;                    North         East    Units  Estimated Accuracy
 CT0584;SPC TXNC     - 2,080,330.      505,210.      MT  (+/- 180 meters Scaled)
 CT0584
 CT0584                          SUPERSEDED SURVEY CONTROL
 CT0584
 CT0584  NGVD 29 (??/??/92)  615.198  (m)         2018.36   (f) ADJ UNCH    1 2
 CT0584
 CT0584.Superseded values are not recommended for survey control.
 CT0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0584.See file dsdata.txt to determine how the superseded data were derived.
 CT0584
 CT0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA522834(NAD 83)
 CT0584_MARKER: DB = BENCH MARK DISK
 CT0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0584_STAMPING: N 1158 1961
 CT0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0584+STABILITY: SURFACE MOTION
 CT0584
 CT0584  HISTORY     - Date     Condition        Report By
 CT0584  HISTORY     - 1961     MONUMENTED       CGS
 CT0584  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0584
 CT0584                          STATION DESCRIPTION
 CT0584
 CT0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0584'1.9 MI SW FROM CLYDE.
 CT0584'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0584'TO FARM ROAD 604, THENCE 1.7 MILES SOUTHWEST ALONG FARM ROAD 604, 40
 CT0584'FEET WEST OF THE CENTER LINE OF FARM ROAD 604, 4.9 FEET SOUTH OF A
 CT0584'POWER POLE, 0.8 FEET EAST OF A FENCE, 1 FOOT BELOW THE LEVEL OF THE
 CT0584'ROAD, 3.11 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF
 CT0584'A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE
 CT0584'GROUND.
 CT0584
 CT0584                          STATION RECOVERY (2001)
 CT0584
 CT0584'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0620 ***********************************************************************
 CT0620  DESIGNATION -  N 1159
 CT0620  PID         -  CT0620
 CT0620  STATE/COUNTY-  TX/CALLAHAN
 CT0620  USGS QUAD   -  LAWN (1967)
 CT0620
 CT0620                         *CURRENT SURVEY CONTROL
 CT0620  ___________________________________________________________________
 CT0620* NAD 83(1986)-  32 08 42.     (N)    099 37 48.     (W)     SCALED    
 CT0620* NAVD 88     -       611.237  (meters)    2005.37   (feet)  POSTED    
 CT0620  ___________________________________________________________________
 CT0620  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CT0620  DYNAMIC HT  -         610.430 (meters)    2002.72  (feet)  COMP
 CT0620  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 CT0620
 CT0620  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0620
 CT0620.The horizontal coordinates were scaled from a topographic map and have
 CT0620.an estimated accuracy of +/- 6 seconds.
 CT0620
 CT0620.The orthometric height was determined by differential leveling
 CT0620.and adjusted by the National Geodetic Survey in 1992..
 CT0620.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0620.rate of 1.1 thru 2.0 mm/km.
 CT0620
 CT0620.The geoid height was determined by GEOID03.
 CT0620
 CT0620.The dynamic height is computed by dividing the NAVD 88
 CT0620.geopotential number by the normal gravity value computed on the
 CT0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0620.degrees latitude (g = 980.6199 gals.).
 CT0620
 CT0620.The modeled gravity was interpolated from observed gravity values.
 CT0620
 CT0620;                    North         East    Units  Estimated Accuracy
 CT0620;SPC TXNC     - 2,053,620.      493,390.      MT  (+/- 180 meters Scaled)
 CT0620
 CT0620                          SUPERSEDED SURVEY CONTROL
 CT0620
 CT0620  NGVD 29 (??/??/92)  611.093  (m)         2004.89   (f) ADJ UNCH    1 2
 CT0620
 CT0620.Superseded values are not recommended for survey control.
 CT0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0620.See file dsdata.txt to determine how the superseded data were derived.
 CT0620
 CT0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA405566(NAD 83)
 CT0620_MARKER: DB = BENCH MARK DISK
 CT0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0620_STAMPING: N 1159 1961
 CT0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0620+STABILITY: SURFACE MOTION
 CT0620
 CT0620  HISTORY     - Date     Condition        Report By
 CT0620  HISTORY     - 1961     MONUMENTED       CGS
 CT0620
 CT0620                          STATION DESCRIPTION
 CT0620
 CT0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0620'7.0 MI E FROM LAWN.
 CT0620'7.0 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0620'40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET EAST OF A
 CT0620'FARM ROAD, 4 FEET EAST OF A METAL WITNESS POST WITH SIGN, 3 FEET BELOW
 CT0620'THE LEVEL OF THE ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE POST 2
 CT0620'FEET BELOW THE SURFACE OF THE GROUND, COVERED WITH BROKEN GLASS AND
 CT0620'DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1046 ***********************************************************************
 BZ1046  DESIGNATION -  N 116
 BZ1046  PID         -  BZ1046
 BZ1046  STATE/COUNTY-  TX/BOSQUE
 BZ1046  USGS QUAD   -  IREDELL (1979)
 BZ1046
 BZ1046                         *CURRENT SURVEY CONTROL
 BZ1046  ___________________________________________________________________
 BZ1046* NAD 83(1986)-  31 59 05.     (N)    097 52 16.     (W)     SCALED    
 BZ1046* NAVD 88     -       276.736  (meters)     907.92   (feet)  ADJUSTED  
 BZ1046  ___________________________________________________________________
 BZ1046  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BZ1046  DYNAMIC HT  -         276.391 (meters)     906.79  (feet)  COMP
 BZ1046  MODELED GRAV-     979,387.5   (mgal)                       NAVD 88
 BZ1046
 BZ1046  VERT ORDER  -  SECOND    CLASS 0
 BZ1046
 BZ1046.The horizontal coordinates were scaled from a topographic map and have
 BZ1046.an estimated accuracy of +/- 6 seconds.
 BZ1046
 BZ1046.The orthometric height was determined by differential leveling
 BZ1046.and adjusted by the National Geodetic Survey in June 1991..
 BZ1046
 BZ1046.The geoid height was determined by GEOID03.
 BZ1046
 BZ1046.The dynamic height is computed by dividing the NAVD 88
 BZ1046.geopotential number by the normal gravity value computed on the
 BZ1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1046.degrees latitude (g = 980.6199 gals.).
 BZ1046
 BZ1046.The modeled gravity was interpolated from observed gravity values.
 BZ1046
 BZ1046;                    North         East    Units  Estimated Accuracy
 BZ1046;SPC TX C     - 3,259,560.      932,690.      MT  (+/- 180 meters Scaled)
 BZ1046
 BZ1046                          SUPERSEDED SURVEY CONTROL
 BZ1046
 BZ1046  NGVD 29 (??/??/92)  276.68   (m)          907.7    (f) COMPUTED    2 0
 BZ1046
 BZ1046.Superseded values are not recommended for survey control.
 BZ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1046.See file dsdata.txt to determine how the superseded data were derived.
 BZ1046
 BZ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA066392(NAD 83)
 BZ1046_MARKER: DB = BENCH MARK DISK
 BZ1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ1046_SP_SET: STEP
 BZ1046_STAMPING: N 116 1933 907.839
 BZ1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1046
 BZ1046  HISTORY     - Date     Condition        Report By
 BZ1046  HISTORY     - 1933     MONUMENTED       CGS
 BZ1046  HISTORY     - 1951     GOOD             NGS
 BZ1046  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 BZ1046  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1046
 BZ1046                          STATION DESCRIPTION
 BZ1046
 BZ1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ1046'IN IREDELL.
 BZ1046'AT IREDELL, BOSQUE COUNTY, AT THE METHODIST CHURCH, AND IN THE
 BZ1046'SOUTHEAST CORNER OF THE TOP STEP.  A STANDARD DISK STAMPED N 116 1933
 BZ1046'907.839 IN THE CONCRETE STEP AT THE LEFT OF THE ENTRANCE.
 BZ1046
 BZ1046                          STATION RECOVERY (1999)
 BZ1046
 BZ1046'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1046'MARK NOT FOUND.
 BZ1046
 BZ1046                          STATION RECOVERY (2001)
 BZ1046
 BZ1046'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0406 ***********************************************************************
 CR0406  DESIGNATION -  N 1161
 CR0406  PID         -  CR0406
 CR0406  STATE/COUNTY-  TX/SMITH
 CR0406  USGS QUAD   -  BULLARD (1973)
 CR0406
 CR0406                         *CURRENT SURVEY CONTROL
 CR0406  ___________________________________________________________________
 CR0406* NAD 83(1986)-  32 14 52.     (N)    095 21 00.     (W)     SCALED    
 CR0406* NAVD 88     -       142.171  (meters)     466.44   (feet)  ADJUSTED  
 CR0406  ___________________________________________________________________
 CR0406  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR0406  DYNAMIC HT  -         142.004 (meters)     465.89  (feet)  COMP
 CR0406  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 CR0406
 CR0406  VERT ORDER  -  FIRST     CLASS II
 CR0406
 CR0406.The horizontal coordinates were scaled from a topographic map and have
 CR0406.an estimated accuracy of +/- 6 seconds.
 CR0406
 CR0406.The orthometric height was determined by differential leveling
 CR0406.and adjusted by the National Geodetic Survey in June 1991..
 CR0406
 CR0406.The geoid height was determined by GEOID03.
 CR0406
 CR0406.The dynamic height is computed by dividing the NAVD 88
 CR0406.geopotential number by the normal gravity value computed on the
 CR0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0406.degrees latitude (g = 980.6199 gals.).
 CR0406
 CR0406.The modeled gravity was interpolated from observed gravity values.
 CR0406
 CR0406;                    North         East    Units  Estimated Accuracy
 CR0406;SPC TXNC     - 2,068,890.      896,800.      MT  (+/- 180 meters Scaled)
 CR0406
 CR0406                          SUPERSEDED SURVEY CONTROL
 CR0406
 CR0406  NGVD 29 (??/??/92)  142.202  (m)          466.54   (f) ADJ UNCH    1 2
 CR0406
 CR0406.Superseded values are not recommended for survey control.
 CR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0406.See file dsdata.txt to determine how the superseded data were derived.
 CR0406
 CR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR786703(NAD 83)
 CR0406_MARKER: DB = BENCH MARK DISK
 CR0406_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0406_SP_SET: 30 FT
 CR0406_STAMPING: N 1161 1959
 CR0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0406+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0406
 CR0406  HISTORY     - Date     Condition        Report By
 CR0406  HISTORY     - 1959     MONUMENTED       CGS
 CR0406  HISTORY     - 19910420 GOOD             USPSQD
 CR0406  HISTORY     - 19960420 GOOD             USPSQD
 CR0406  HISTORY     - 20040605 GOOD             USPSQD
 CR0406  HISTORY     - 20050712 GOOD             USPSQD
 CR0406
 CR0406                          STATION DESCRIPTION
 CR0406
 CR0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0406'8.0 MI NW FROM BULLARD.
 CR0406'ABOUT 8.0 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0406'FROM THE POST OFFICE AT BULLARD, OR ABOUT 1.9 MILES SOUTHWEST ALONG
 CR0406'THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, THENCE
 CR0406'ABOUT 7.35 MILES SOUTH ALONG A BRANCH LINE OF THE ST. LOUIS
 CR0406'SOUTHWESTERN RAILWAY, 7 1/4 POLES SOUTH OF MILEPOST 555, 35 FEET EAST
 CR0406'OF THE EAST RAIL, 41 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD
 CR0406'CROSSING, 36 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD AT
 CR0406'A CURVE, 22 1/2 FEET SOUTH OF A 12-INCH GUM TREE, 12 FEET WEST OF A
 CR0406'FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 CR0406'THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 CR0406'ROD WHICH IS DRIVEN TO A DEPTH OF 30 FEET AND IS ENCASED IN A 6-INCH
 CR0406'TILE PROJECTING 1 FOOT.
 CR0406
 CR0406                          STATION RECOVERY (1991)
 CR0406
 CR0406'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 CR0406'RECOVERED IN GOOD CONDITION.
 CR0406
 CR0406                          STATION RECOVERY (1996)
 CR0406
 CR0406'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0406'RECOVERED IN GOOD CONDITION.
 CR0406
 CR0406                          STATION RECOVERY (2004)
 CR0406
 CR0406'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0406'RECOVERED IN GOOD CONDITION.
 CR0406
 CR0406                          STATION RECOVERY (2005)
 CR0406
 CR0406'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0406' 
 CR0406' 
 CR0406' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0838 ***********************************************************************
 CR0838  DESIGNATION -  N 1162
 CR0838  PID         -  CR0838
 CR0838  STATE/COUNTY-  TX/RAINS
 CR0838  USGS QUAD   -  EMORY SOUTH (1980)
 CR0838
 CR0838                         *CURRENT SURVEY CONTROL
 CR0838  ___________________________________________________________________
 CR0838* NAD 83(1986)-  32 52 27.     (N)    095 45 59.     (W)     SCALED    
 CR0838* NAVD 88     -       144.084  (meters)     472.72   (feet)  ADJUSTED  
 CR0838  ___________________________________________________________________
 CR0838  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0838  DYNAMIC HT  -         143.924 (meters)     472.19  (feet)  COMP
 CR0838  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 CR0838
 CR0838  VERT ORDER  -  FIRST     CLASS II
 CR0838
 CR0838.The horizontal coordinates were scaled from a topographic map and have
 CR0838.an estimated accuracy of +/- 6 seconds.
 CR0838
 CR0838.The orthometric height was determined by differential leveling
 CR0838.and adjusted by the National Geodetic Survey in June 1991..
 CR0838
 CR0838.The geoid height was determined by GEOID03.
 CR0838
 CR0838.The dynamic height is computed by dividing the NAVD 88
 CR0838.geopotential number by the normal gravity value computed on the
 CR0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0838.degrees latitude (g = 980.6199 gals.).
 CR0838
 CR0838.The modeled gravity was interpolated from observed gravity values.
 CR0838
 CR0838;                    North         East    Units  Estimated Accuracy
 CR0838;SPC TXNC     - 2,137,230.      855,770.      MT  (+/- 180 meters Scaled)
 CR0838
 CR0838                          SUPERSEDED SURVEY CONTROL
 CR0838
 CR0838  NGVD 29 (??/??/92)  144.101  (m)          472.77   (f) ADJ UNCH    1 2
 CR0838
 CR0838.Superseded values are not recommended for survey control.
 CR0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0838.See file dsdata.txt to determine how the superseded data were derived.
 CR0838
 CR0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS411407(NAD 83)
 CR0838_MARKER: DB = BENCH MARK DISK
 CR0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0838_SP_SET: ROOTING
 CR0838_STAMPING: N 1162 1959
 CR0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0838
 CR0838  HISTORY     - Date     Condition        Report By
 CR0838  HISTORY     - 1959     MONUMENTED       CGS
 CR0838  HISTORY     - 19950807 GOOD             USPSQD
 CR0838
 CR0838                          STATION DESCRIPTION
 CR0838
 CR0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0838'0.1 MI SW FROM EMORY.
 CR0838'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 CR0838'COURTHOUSE AT EMORY, AT THE SOUTH LEG OF THE CITY WATER TOWER, 252
 CR0838'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 190 FEET NORTHEAST
 CR0838'OF THE CENTER LINE OF U. S. HIGHWAY 69, IN THE TOP OF THE SOUTHEAST
 CR0838'CORNER OF THE SOUTH CONCRETE FOOTING OF THE TOWER, AND ABOUT 2 FEET
 CR0838'ABOVE THE GROUND.
 CR0838
 CR0838                          STATION RECOVERY (1995)
 CR0838
 CR0838'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0850 ***********************************************************************
 CR0850  DESIGNATION -  N 1163
 CR0850  PID         -  CR0850
 CR0850  STATE/COUNTY-  TX/RAINS
 CR0850  USGS QUAD   -  EMORY NORTH (1980)
 CR0850
 CR0850                         *CURRENT SURVEY CONTROL
 CR0850  ___________________________________________________________________
 CR0850* NAD 83(1986)-  32 55 23.     (N)    095 51 48.     (W)     SCALED    
 CR0850* NAVD 88     -       160.701  (meters)     527.23   (feet)  ADJUSTED  
 CR0850  ___________________________________________________________________
 CR0850  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CR0850  DYNAMIC HT  -         160.523 (meters)     526.65  (feet)  COMP
 CR0850  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CR0850
 CR0850  VERT ORDER  -  FIRST     CLASS II
 CR0850
 CR0850.The horizontal coordinates were scaled from a topographic map and have
 CR0850.an estimated accuracy of +/- 6 seconds.
 CR0850
 CR0850.The orthometric height was determined by differential leveling
 CR0850.and adjusted by the National Geodetic Survey in June 1991..
 CR0850
 CR0850.The geoid height was determined by GEOID03.
 CR0850
 CR0850.The dynamic height is computed by dividing the NAVD 88
 CR0850.geopotential number by the normal gravity value computed on the
 CR0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0850.degrees latitude (g = 980.6199 gals.).
 CR0850
 CR0850.The modeled gravity was interpolated from observed gravity values.
 CR0850
 CR0850;                    North         East    Units  Estimated Accuracy
 CR0850;SPC TXNC     - 2,142,420.      846,560.      MT  (+/- 180 meters Scaled)
 CR0850
 CR0850                          SUPERSEDED SURVEY CONTROL
 CR0850
 CR0850  NGVD 29 (??/??/92)  160.707  (m)          527.25   (f) ADJ UNCH    1 2
 CR0850
 CR0850.Superseded values are not recommended for survey control.
 CR0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0850.See file dsdata.txt to determine how the superseded data were derived.
 CR0850
 CR0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS322463(NAD 83)
 CR0850_MARKER: DB = BENCH MARK DISK
 CR0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0850_STAMPING: N 1163 1959
 CR0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0850+STABILITY: SURFACE MOTION
 CR0850
 CR0850  HISTORY     - Date     Condition        Report By
 CR0850  HISTORY     - 1959     MONUMENTED       CGS
 CR0850  HISTORY     - 1965     GOOD             NGS
 CR0850  HISTORY     - 19950807 GOOD             USPSQD
 CR0850
 CR0850                          STATION DESCRIPTION
 CR0850
 CR0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CR0850'0.65 MI SE FROM POINT.
 CR0850'ABOUT 0.65 MILE SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0850'FARM ROAD 47 AT POINT, 139 FEET NORTHWEST OF THE NORTH CORNER OF A
 CR0850'FARM HOUSE, 32-1/2 FEET SOUTH OF A FENCE CORNER POST, 52 FEET WEST OF
 CR0850'A TELEPHONE POLE, 1 FOOT EAST OF A FENCE, AND IN THE TOP OF A CONCRETE
 CR0850'POST PROJECTING 5 INCHES.
 CR0850
 CR0850                          STATION RECOVERY (1995)
 CR0850
 CR0850'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0845 ***********************************************************************
 BL0845  DESIGNATION -  N 1164
 BL0845  PID         -  BL0845
 BL0845  STATE/COUNTY-  TX/MONTGOMERY
 BL0845  USGS QUAD   -  NEW WAVERLY (1976)
 BL0845
 BL0845                         *CURRENT SURVEY CONTROL
 BL0845  ___________________________________________________________________
 BL0845* NAD 83(1986)-  30 30 15.     (N)    095 28 56.     (W)     SCALED    
 BL0845* NAVD 88     -        86.089  (meters)     282.44   (feet)  ADJUSTED  
 BL0845  ___________________________________________________________________
 BL0845  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL0845  DYNAMIC HT  -          85.975 (meters)     282.07  (feet)  COMP
 BL0845  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 BL0845
 BL0845  VERT ORDER  -  FIRST     CLASS I
 BL0845
 BL0845.The horizontal coordinates were scaled from a topographic map and have
 BL0845.an estimated accuracy of +/- 6 seconds.
 BL0845
 BL0845.The orthometric height was determined by differential leveling
 BL0845.and adjusted by the National Geodetic Survey in June 1991..
 BL0845
 BL0845.The geoid height was determined by GEOID03.
 BL0845
 BL0845.The dynamic height is computed by dividing the NAVD 88
 BL0845.geopotential number by the normal gravity value computed on the
 BL0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0845.degrees latitude (g = 980.6199 gals.).
 BL0845
 BL0845.The modeled gravity was interpolated from observed gravity values.
 BL0845
 BL0845;                    North         East    Units  Estimated Accuracy
 BL0845;SPC TX C     - 3,102,990.    1,165,500.      MT  (+/- 180 meters Scaled)
 BL0845
 BL0845                          SUPERSEDED SURVEY CONTROL
 BL0845
 BL0845  NGVD 29 (12/23/87)   86.094  (m)          282.46   (f) ADJUSTED    1 1
 BL0845
 BL0845.Superseded values are not recommended for survey control.
 BL0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0845.See file dsdata.txt to determine how the superseded data were derived.
 BL0845
 BL0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP617772(NAD 83)
 BL0845_MARKER: DB = BENCH MARK DISK
 BL0845_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0845_SP_SET: COPPER-CLAD STEEL ROD
 BL0845_STAMPING: N 1164 1959
 BL0845_MARK LOGO: CGS   
 BL0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0845
 BL0845  HISTORY     - Date     Condition        Report By
 BL0845  HISTORY     - 1959     MONUMENTED       CGS
 BL0845  HISTORY     - 1973     GOOD             NGS
 BL0845  HISTORY     - 1978     GOOD             NGS
 BL0845  HISTORY     - 1987     GOOD             NGS
 BL0845
 BL0845                          STATION DESCRIPTION
 BL0845
 BL0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0845'2.35 MI S FROM NEW WAVERLY.
 BL0845'ABOUT 2.35 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0845'CROSSING OF FARM ROAD 150, 122.9 FEET SOUTHEAST OF AND ACROSS FROM THE
 BL0845'TRACKS FROM MILE POST 98, 43.1 FEET EAST OF THE EAST RAIL, 3.3 FEET
 BL0845'WEST OF A FENCE, 1 1/2 FEET WEST OF A METAL WITNESS POST, 3 FEET BELOW
 BL0845'THE LEVEL OF THE RAIL, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER
 BL0845'COATED STEEL ROD, AND PROTECTED BY A 6-INCH CEMENT PIPE WHICH PROJECTS
 BL0845'0.8 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 55 FEET.
 BL0845
 BL0845                          STATION RECOVERY (1978)
 BL0845
 BL0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0845'RECOVERED IN GOOD CONDITION.
 BL0845
 BL0845                          STATION RECOVERY (1987)
 BL0845
 BL0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1351 ***********************************************************************
 BY1351  DESIGNATION -  N 1165
 BY1351  PID         -  BY1351
 BY1351  STATE/COUNTY-  TX/HOUSTON
 BY1351  USGS QUAD   -  GRAPELAND (1951)
 BY1351
 BY1351                         *CURRENT SURVEY CONTROL
 BY1351  ___________________________________________________________________
 BY1351* NAD 83(1986)-  31 29 00.     (N)    095 28 25.     (W)     SCALED    
 BY1351* NAVD 88     -       139.951  (meters)     459.16   (feet)  ADJUSTED  
 BY1351  ___________________________________________________________________
 BY1351  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY1351  DYNAMIC HT  -         139.777 (meters)     458.58  (feet)  COMP
 BY1351  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 BY1351
 BY1351  VERT ORDER  -  FIRST     CLASS II
 BY1351
 BY1351.The horizontal coordinates were scaled from a topographic map and have
 BY1351.an estimated accuracy of +/- 6 seconds.
 BY1351
 BY1351.The orthometric height was determined by differential leveling
 BY1351.and adjusted by the National Geodetic Survey in June 1991..
 BY1351
 BY1351.The geoid height was determined by GEOID03.
 BY1351
 BY1351.The dynamic height is computed by dividing the NAVD 88
 BY1351.geopotential number by the normal gravity value computed on the
 BY1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1351.degrees latitude (g = 980.6199 gals.).
 BY1351
 BY1351.The modeled gravity was interpolated from observed gravity values.
 BY1351
 BY1351;                    North         East    Units  Estimated Accuracy
 BY1351;SPC TX C     - 3,211,470.    1,161,580.      MT  (+/- 180 meters Scaled)
 BY1351
 BY1351                          SUPERSEDED SURVEY CONTROL
 BY1351
 BY1351  NGVD 29 (??/??/92)  139.947  (m)          459.14   (f) ADJ UNCH    1 2
 BY1351
 BY1351.Superseded values are not recommended for survey control.
 BY1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1351.See file dsdata.txt to determine how the superseded data were derived.
 BY1351
 BY1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ650858(NAD 83)
 BY1351_MARKER: DB = BENCH MARK DISK
 BY1351_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BY1351_SP_SET: 40 FT.
 BY1351_STAMPING: N 1165 1960
 BY1351_PROJECTION: FLUSH
 BY1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1351_ROD/PIPE-DEPTH: 12.2 meters
 BY1351
 BY1351  HISTORY     - Date     Condition        Report By
 BY1351  HISTORY     - 1960     MONUMENTED       CGS
 BY1351  HISTORY     - 1980     GOOD             NGS
 BY1351
 BY1351                          STATION DESCRIPTION
 BY1351
 BY1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1351'0.5 MI S FROM GRAPELAND.
 BY1351'ABOUT 0.5 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1351'STATION AT GRAPELAND, 1 1/2 POLES NORTHWEST OF MILEPOST 25, 82 FEET
 BY1351'SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2 FEET NORTHEAST OF A FENCE, 36
 BY1351'FEET SOUTHEAST OF A FORKED HICKORY TREE WITH A 48-INCH BASE, 26 FEET
 BY1351'NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 52 FEET SOUTHEAST OF THE
 BY1351'CENTER LINE OF A PRIVATE DRIVE, 9 1/2 RAILS SOUTHEAST OF A DIRT ROAD
 BY1351'CROSSING, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BY1351'THE TRACKS, ON THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD DRIVEN TO
 BY1351'A DEPT OF 40 FEET AND ENCASED IN A 6-INCH CONCRETE PIPE PROJECTING 6
 BY1351'INCHES.
 BY1351
 BY1351                          STATION RECOVERY (1980)
 BY1351
 BY1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1351'0.4 KM. (0.25 MI.) SOUTH ALONG U.S. HIGHWAY 287 BUSINESS FROM THE
 BY1351'JUNCTION OF FARM ROAD 2423 IN GRAPELAND, 0.15 KM. (0.1 MI.) SOUTH OF
 BY1351'THE JUNCTION OF A DIRT ROAD LEADING WEST ACROSS THE MISSOURI PACIFIC
 BY1351'RAILROAD, 25.0 M. (82.0 FT.) WEST-SOUTHWEST OF THE SOUTHWEST RAIL,
 BY1351'4.9 M. (16.0 FT.) WEST-SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD
 BY1351'WHICH PARALLELS THE RAILROAD, 12.5 M. (41.0 FT.) SOUTHWEST OF THE
 BY1351'CENTER OF A METAL GATE, 3.6 M. (11.9 FT.) SOUTH OF A CITY WATER METER
 BY1351'COVER, 5.8 M. (19.0 FT.) NORTH OF A 10-CM. BY 10-CM. RED CONCRETE
 BY1351'RIGHT-OF-WAY MARKER WHICH PROJECTS 1.2 M.
 BY1351'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 BY1351'THE MARK IS 0.3 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2096 ***********************************************************************
 BY2096  DESIGNATION -  N 1166
 BY2096  PID         -  BY2096
 BY2096  STATE/COUNTY-  TX/ANDERSON
 BY2096  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2096
 BY2096                         *CURRENT SURVEY CONTROL
 BY2096  ___________________________________________________________________
 BY2096* NAD 83(1986)-  31 44 41.     (N)    095 37 37.     (W)     SCALED    
 BY2096* NAVD 88     -       155.611  (meters)     510.53   (feet)  ADJUSTED  
 BY2096  ___________________________________________________________________
 BY2096  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY2096  DYNAMIC HT  -         155.421 (meters)     509.91  (feet)  COMP
 BY2096  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 BY2096
 BY2096  VERT ORDER  -  FIRST     CLASS II
 BY2096
 BY2096.The horizontal coordinates were scaled from a topographic map and have
 BY2096.an estimated accuracy of +/- 6 seconds.
 BY2096
 BY2096.The orthometric height was determined by differential leveling
 BY2096.and adjusted by the National Geodetic Survey in June 1991..
 BY2096
 BY2096.The geoid height was determined by GEOID03.
 BY2096
 BY2096.The dynamic height is computed by dividing the NAVD 88
 BY2096.geopotential number by the normal gravity value computed on the
 BY2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2096.degrees latitude (g = 980.6199 gals.).
 BY2096
 BY2096.The modeled gravity was interpolated from observed gravity values.
 BY2096
 BY2096;                    North         East    Units  Estimated Accuracy
 BY2096;SPC TX C     - 3,239,800.    1,145,800.      MT  (+/- 180 meters Scaled)
 BY2096
 BY2096                          SUPERSEDED SURVEY CONTROL
 BY2096
 BY2096  NGVD 29 (??/??/92)  155.570  (m)          510.40   (f) ADJ UNCH    1 2
 BY2096
 BY2096.Superseded values are not recommended for survey control.
 BY2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2096.See file dsdata.txt to determine how the superseded data were derived.
 BY2096
 BY2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR511151(NAD 83)
 BY2096_MARKER: DB = BENCH MARK DISK
 BY2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2096_STAMPING: N 1166 1960
 BY2096_PROJECTION: FLUSH
 BY2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2096+STABILITY: SURFACE MOTION
 BY2096
 BY2096  HISTORY     - Date     Condition        Report By
 BY2096  HISTORY     - 1960     MONUMENTED       CGS
 BY2096  HISTORY     - 1980     GOOD             NGS
 BY2096  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY2096
 BY2096                          STATION DESCRIPTION
 BY2096
 BY2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2096'2.55 MI S FROM PALESTINE.
 BY2096'ABOUT 2.55 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2096'STATION AT PALESTINE, AT THE CROSSING OF FARM ROAD 322, 51 FEET NORTH
 BY2096'OF THE NORTH RAIL, 87 FEET WEST OF THE CENTER LINE OF THE FARM ROAD,
 BY2096'53 FEET WEST OF A FENCE, 38 FEET SOUTH OF A FENCE, 121 FEET NORTHWEST
 BY2096'OF THE CENTER OF THE CROSSING, IN LINE WITH A ROW OF TELEPHONE POLES,
 BY2096'9 FEET EAST OF A TELEPHONE POLE, 2.2 FEET WEST OF A METAL WITNESS
 BY2096'POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BY2096'PROJECTING 6 INCHES.
 BY2096
 BY2096                          STATION RECOVERY (1980)
 BY2096
 BY2096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2096'IN PALESTINE, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND
 BY2096'FARM ROAD 322 (SYCAMORE STREET), IN LINE WITH A ROW OF POWERLINE
 BY2096'POLES, 26.5 M. (87.0 FT.) WEST OF THE CENTERLINE OF THE ROAD, 15.5 M.
 BY2096'(51.0 FT.) NORTH OF THE NORTH RAIL, 11.6 M. (38.0 FT.) SOUTH OF A
 BY2096'FENCE, 36.9 M. (121 FT.) NORTHWEST OF THE CENTER OF A RAILROAD
 BY2096'CROSSING, 2.7 M. (9.0 FT.) EAST OF A POWERLINE POLE, 17.5 M.
 BY2096'(57.3 FT.) NORTHWEST OF THE CENTER OF A CITY SEWER COVER, 29.2 M.
 BY2096'(95.9 FT.) NORTHWEST OF A RAILROAD SIGNAL BASE.
 BY2096'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BY2096'THE MARK IS ABOVE LEVEL WITH THE RAILROAD TRACKS.
 BY2096
 BY2096                          STATION RECOVERY (1990)
 BY2096
 BY2096'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0081 ***********************************************************************
 DO0081  DESIGNATION -  N 1167
 DO0081  PID         -  DO0081
 DO0081  STATE/COUNTY-  TX/CLAY
 DO0081  USGS QUAD   -  JOY (1964)
 DO0081
 DO0081                         *CURRENT SURVEY CONTROL
 DO0081  ___________________________________________________________________
 DO0081* NAD 83(1986)-  33 33 31.     (N)    098 11 12.     (W)     SCALED    
 DO0081* NAVD 88     -       316.785  (meters)    1039.32   (feet)  ADJUSTED  
 DO0081  ___________________________________________________________________
 DO0081  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DO0081  DYNAMIC HT  -         316.429 (meters)    1038.15  (feet)  COMP
 DO0081  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 DO0081
 DO0081  VERT ORDER  -  SECOND    CLASS 0
 DO0081
 DO0081.The horizontal coordinates were scaled from a topographic map and have
 DO0081.an estimated accuracy of +/- 6 seconds.
 DO0081
 DO0081.The orthometric height was determined by differential leveling
 DO0081.and adjusted by the National Geodetic Survey in June 1991..
 DO0081
 DO0081.The geoid height was determined by GEOID03.
 DO0081
 DO0081.The dynamic height is computed by dividing the NAVD 88
 DO0081.geopotential number by the normal gravity value computed on the
 DO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0081.degrees latitude (g = 980.6199 gals.).
 DO0081
 DO0081.The modeled gravity was interpolated from observed gravity values.
 DO0081
 DO0081;                    North         East    Units  Estimated Accuracy
 DO0081;SPC TXNC     - 2,209,840.      629,090.      MT  (+/- 180 meters Scaled)
 DO0081
 DO0081                          SUPERSEDED SURVEY CONTROL
 DO0081
 DO0081  NGVD 29 (??/??/92)  316.856  (m)         1039.55   (f) ADJ UNCH    2 0
 DO0081
 DO0081.Superseded values are not recommended for survey control.
 DO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0081.See file dsdata.txt to determine how the superseded data were derived.
 DO0081
 DO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC754135(NAD 83)
 DO0081_MARKER: DB = BENCH MARK DISK
 DO0081_SETTING: 66 = SET IN ROCK OUTCROP
 DO0081_SP_SET: OUTCROP
 DO0081_STAMPING: N 1167 1961
 DO0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0081+STABILITY: POSITION/ELEVATION WELL
 DO0081
 DO0081  HISTORY     - Date     Condition        Report By
 DO0081  HISTORY     - 1961     MONUMENTED       CGS
 DO0081
 DO0081                          STATION DESCRIPTION
 DO0081
 DO0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0081'2.85 MI W FROM BUFFALO SPRINGS.
 DO0081'ABOUT 2. 85 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF
 DO0081'THE ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, 0.65
 DO0081'MILE EAST OF THE JUNCTION OF THE ROAD AND STATE HIGHWAY 148, 65 FEET
 DO0081'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT HALF WAY DOWN THE WEST
 DO0081'SLOPE OF A HILL AND SET IN THE TOP OF A SANDSTONE ROCK OUTCROP, 29
 DO0081'FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND PROJECTING 6
 DO0081'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0237 ***********************************************************************
 DO0237  DESIGNATION -  N 1168
 DO0237  PID         -  DO0237
 DO0237  STATE/COUNTY-  TX/JACK
 DO0237  USGS QUAD   -  JACKSBORO (1982)
 DO0237
 DO0237                         *CURRENT SURVEY CONTROL
 DO0237  ___________________________________________________________________
 DO0237* NAD 83(1986)-  33 14 28.     (N)    098 09 49.     (W)     SCALED    
 DO0237* NAVD 88     -       325.544  (meters)    1068.06   (feet)  ADJUSTED  
 DO0237  ___________________________________________________________________
 DO0237  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DO0237  DYNAMIC HT  -         325.173 (meters)    1066.84  (feet)  COMP
 DO0237  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 DO0237
 DO0237  VERT ORDER  -  SECOND    CLASS 0
 DO0237
 DO0237.The horizontal coordinates were scaled from a topographic map and have
 DO0237.an estimated accuracy of +/- 6 seconds.
 DO0237
 DO0237.The orthometric height was determined by differential leveling
 DO0237.and adjusted by the National Geodetic Survey in June 1991..
 DO0237
 DO0237.The geoid height was determined by GEOID03.
 DO0237
 DO0237.The dynamic height is computed by dividing the NAVD 88
 DO0237.geopotential number by the normal gravity value computed on the
 DO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0237.degrees latitude (g = 980.6199 gals.).
 DO0237
 DO0237.The modeled gravity was interpolated from observed gravity values.
 DO0237
 DO0237;                    North         East    Units  Estimated Accuracy
 DO0237;SPC TXNC     - 2,174,640.      631,350.      MT  (+/- 180 meters Scaled)
 DO0237
 DO0237                          SUPERSEDED SURVEY CONTROL
 DO0237
 DO0237  NGVD 29 (??/??/92)  325.630  (m)         1068.34   (f) ADJ UNCH    2 0
 DO0237
 DO0237.Superseded values are not recommended for survey control.
 DO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0237.See file dsdata.txt to determine how the superseded data were derived.
 DO0237
 DO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB779783(NAD 83)
 DO0237_MARKER: DB = BENCH MARK DISK
 DO0237_SETTING: 66 = SET IN ROCK OUTCROP
 DO0237_SP_SET: OUTCROP
 DO0237_STAMPING: N 1168 1961
 DO0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0237+STABILITY: POSITION/ELEVATION WELL
 DO0237
 DO0237  HISTORY     - Date     Condition        Report By
 DO0237  HISTORY     - 1961     MONUMENTED       CGS
 DO0237  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0237  HISTORY     - 20050416 GOOD             USPSQD
 DO0237
 DO0237                          STATION DESCRIPTION
 DO0237
 DO0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0237'1.7 MI N FROM JACKSBORO.
 DO0237'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0237'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 1.0 MILE NORTH
 DO0237'ALONG STATE HIGHWAY 148, 61 FEET WEST OF THE CENTER LINE OF THE
 DO0237'HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP, 1 FOOT WEST OF A FENCE,
 DO0237'ABOUT LEVEL WITH THE HIGHWAY, AND PROJECTING 10 INCHES.
 DO0237
 DO0237                          STATION RECOVERY (2001)
 DO0237
 DO0237'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0237'MARK NOT FOUND.
 DO0237
 DO0237                          STATION RECOVERY (2005)
 DO0237
 DO0237'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0097 ***********************************************************************
 DO0097  DESIGNATION -  N 1169
 DO0097  PID         -  DO0097
 DO0097  STATE/COUNTY-  TX/ARCHER
 DO0097  USGS QUAD   -  WINDTHORST (1962)
 DO0097
 DO0097                         *CURRENT SURVEY CONTROL
 DO0097  ___________________________________________________________________
 DO0097* NAD 83(1986)-  33 31 00.     (N)    098 26 47.     (W)     SCALED    
 DO0097* NAVD 88     -       350.836  (meters)    1151.03   (feet)  ADJUSTED  
 DO0097  ___________________________________________________________________
 DO0097  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DO0097  DYNAMIC HT  -         350.438 (meters)    1149.73  (feet)  COMP
 DO0097  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 DO0097
 DO0097  VERT ORDER  -  SECOND    CLASS 0
 DO0097
 DO0097.The horizontal coordinates were scaled from a topographic map and have
 DO0097.an estimated accuracy of +/- 6 seconds.
 DO0097
 DO0097.The orthometric height was determined by differential leveling
 DO0097.and adjusted by the National Geodetic Survey in June 1991..
 DO0097
 DO0097.The geoid height was determined by GEOID03.
 DO0097
 DO0097.The dynamic height is computed by dividing the NAVD 88
 DO0097.geopotential number by the normal gravity value computed on the
 DO0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0097.degrees latitude (g = 980.6199 gals.).
 DO0097
 DO0097.The modeled gravity was interpolated from observed gravity values.
 DO0097
 DO0097;                    North         East    Units  Estimated Accuracy
 DO0097;SPC TXNC     - 2,205,150.      604,980.      MT  (+/- 180 meters Scaled)
 DO0097
 DO0097                          SUPERSEDED SURVEY CONTROL
 DO0097
 DO0097  NGVD 29 (??/??/92)  350.764  (m)         1150.80   (f) ADJ UNCH    2 0
 DO0097
 DO0097.Superseded values are not recommended for survey control.
 DO0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0097.See file dsdata.txt to determine how the superseded data were derived.
 DO0097
 DO0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC514087(NAD 83)
 DO0097_MARKER: DB = BENCH MARK DISK
 DO0097_SETTING: 66 = SET IN ROCK OUTCROP
 DO0097_SP_SET: OUTCROP
 DO0097_STAMPING: N 1169 1961
 DO0097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0097+STABILITY: POSITION/ELEVATION WELL
 DO0097
 DO0097  HISTORY     - Date     Condition        Report By
 DO0097  HISTORY     - 1961     MONUMENTED       CGS
 DO0097  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0097
 DO0097                          STATION DESCRIPTION
 DO0097
 DO0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0097'4.3 MI S FROM WINDTHORST.
 DO0097'ABOUT 4.3 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT
 DO0097'WINDTHORST, ABOUT MIDWAY AND ON THE OUTSIDE OF A CURVE, ABOUT 0.1 MILE
 DO0097'WEST OF AND ACROSS THE HIGHWAY FROM A WINDMILL AND A SMALL BRICK
 DO0097'BUILDING, 96 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 DO0097'TOP OF A SANDSTONE OUTCROP WHICH PROJECTS 12 INCHES, 93 FEET SOUTH OF
 DO0097'THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 100 FEET SOUTHWEST OF
 DO0097'THE SOUTHWEST CORNER OF A CATTLE GUARD, 81 FEET SOUTH OF A POWER POLE,
 DO0097'72 FEET SOUTH OF AN EAST-WEST FENCE, 49 FEET WEST OF A FENCE, AND
 DO0097'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DO0097
 DO0097                          STATION RECOVERY (2001)
 DO0097
 DO0097'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0045 ***********************************************************************
 CA0045  DESIGNATION -  N 117
 CA0045  PID         -  CA0045
 CA0045  STATE/COUNTY-  TX/HAMILTON
 CA0045  USGS QUAD   -  HAMILTON WEST (1979)
 CA0045
 CA0045                         *CURRENT SURVEY CONTROL
 CA0045  ___________________________________________________________________
 CA0045* NAD 83(1986)-  31 42 07.     (N)    098 12 19.     (W)     SCALED    
 CA0045* NAVD 88     -       396.243  (meters)    1300.01   (feet)  ADJUSTED  
 CA0045  ___________________________________________________________________
 CA0045  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CA0045  DYNAMIC HT  -         395.733 (meters)    1298.33  (feet)  COMP
 CA0045  MODELED GRAV-     979,338.6   (mgal)                       NAVD 88
 CA0045
 CA0045  VERT ORDER  -  SECOND    CLASS 0
 CA0045
 CA0045.The horizontal coordinates were scaled from a topographic map and have
 CA0045.an estimated accuracy of +/- 6 seconds.
 CA0045
 CA0045.The orthometric height was determined by differential leveling
 CA0045.and adjusted by the National Geodetic Survey in June 1991..
 CA0045
 CA0045.The geoid height was determined by GEOID03.
 CA0045
 CA0045.The dynamic height is computed by dividing the NAVD 88
 CA0045.geopotential number by the normal gravity value computed on the
 CA0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0045.degrees latitude (g = 980.6199 gals.).
 CA0045
 CA0045.The modeled gravity was interpolated from observed gravity values.
 CA0045
 CA0045;                    North         East    Units  Estimated Accuracy
 CA0045;SPC TX C     - 3,227,560.      901,710.      MT  (+/- 180 meters Scaled)
 CA0045
 CA0045                          SUPERSEDED SURVEY CONTROL
 CA0045
 CA0045  NGVD 29 (??/??/92)  396.164  (m)         1299.75   (f) ADJ UNCH    2 0
 CA0045
 CA0045.Superseded values are not recommended for survey control.
 CA0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0045.See file dsdata.txt to determine how the superseded data were derived.
 CA0045
 CA0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA753076(NAD 83)
 CA0045_MARKER: DB = BENCH MARK DISK
 CA0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0045_STAMPING: 1299.922 N 117 1933
 CA0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0045+STABILITY: SURFACE MOTION
 CA0045
 CA0045  HISTORY     - Date     Condition        Report By
 CA0045  HISTORY     - 1933     MONUMENTED       CGS
 CA0045  HISTORY     - 1955     GOOD             USGS
 CA0045
 CA0045                          STATION DESCRIPTION
 CA0045
 CA0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0045'5.0 MI W FROM HAMILTON.
 CA0045'5.0 MILES WEST ALONG THE POTTSVILLE ROAD FROM THE COURTHOUSE AT
 CA0045'HAMILTON, HAMILTON COUNTY, NEAR THE JUNCTION OF THE ROAD LEADING TO
 CA0045'COMANCHE, 75 FEET SOUTHWEST OF MRS. J. F. JACKSONS SERVICE STATION,
 CA0045'AND AT THE NORTHWEST CORNER OF A FIELD AND SET IN THE TOP OF A
 CA0045'CONCRETE POST.
 CA0045
 CA0045                          STATION RECOVERY (1955)
 CA0045
 CA0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CA0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0092 ***********************************************************************
 CT0092  DESIGNATION -  N 1170
 CT0092  PID         -  CT0092
 CT0092  STATE/COUNTY-  TX/PALO PINTO
 CT0092  USGS QUAD   -  WHITT (1984)
 CT0092
 CT0092                         *CURRENT SURVEY CONTROL
 CT0092  ___________________________________________________________________
 CT0092* NAD 83(1986)-  32 55 47.     (N)    098 04 16.     (W)     SCALED    
 CT0092* NAVD 88     -       325.447  (meters)    1067.74   (feet)  ADJUSTED  
 CT0092  ___________________________________________________________________
 CT0092  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CT0092  DYNAMIC HT  -         325.050 (meters)    1066.43  (feet)  COMP
 CT0092  MODELED GRAV-     979,410.9   (mgal)                       NAVD 88
 CT0092
 CT0092  VERT ORDER  -  SECOND    CLASS 0
 CT0092
 CT0092.The horizontal coordinates were scaled from a topographic map and have
 CT0092.an estimated accuracy of +/- 6 seconds.
 CT0092
 CT0092.The orthometric height was determined by differential leveling
 CT0092.and adjusted by the National Geodetic Survey in June 1991..
 CT0092
 CT0092.The geoid height was determined by GEOID03.
 CT0092
 CT0092.The dynamic height is computed by dividing the NAVD 88
 CT0092.geopotential number by the normal gravity value computed on the
 CT0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0092.degrees latitude (g = 980.6199 gals.).
 CT0092
 CT0092.The modeled gravity was interpolated from observed gravity values.
 CT0092
 CT0092;                    North         East    Units  Estimated Accuracy
 CT0092;SPC TXNC     - 2,140,140.      640,110.      MT  (+/- 180 meters Scaled)
 CT0092
 CT0092                          SUPERSEDED SURVEY CONTROL
 CT0092
 CT0092  NGVD 29 (??/??/92)  325.348  (m)         1067.41   (f) ADJ UNCH    2 0
 CT0092
 CT0092.Superseded values are not recommended for survey control.
 CT0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0092.See file dsdata.txt to determine how the superseded data were derived.
 CT0092
 CT0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB868438(NAD 83)
 CT0092_MARKER: DB = BENCH MARK DISK
 CT0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0092_STAMPING: N 1170 1961
 CT0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0092+STABILITY: SURFACE MOTION
 CT0092
 CT0092  HISTORY     - Date     Condition        Report By
 CT0092  HISTORY     - 1961     MONUMENTED       CGS
 CT0092  HISTORY     - 19980822 GOOD             USPSQD
 CT0092  HISTORY     - 20050416 GOOD             USPSQD
 CT0092
 CT0092                          STATION DESCRIPTION
 CT0092
 CT0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0092'7.35 MI S FROM PERRIN.
 CT0092'ABOUT 7.35 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL
 CT0092'BUILDING AT PERRIN, OR 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE
 CT0092'BAKER HOTEL AT MINERAL WELLS, THENCE 8.95 MILES NORTH ALONG U. S.
 CT0092'HIGHWAY 281, 208 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 104 FEET
 CT0092'NORTH OF THE NORTHWEST CORNER OF A FARMHOUSE BELONGING TO MR. J. G.
 CT0092'BANDY, 26 1/2 FEET EAST OF A POWER POLE BEARING A TRANSFORMER AND
 CT0092'BRACED BY A GUY WIRE, 2 FEET NORTHEAST OF THE GUY WIRE ANCHOR, 2 1/2
 CT0092'FEET SOUTH OF AN EAST-WEST FENCE, 1.9 FEET WEST OF A METAL WITNESS
 CT0092'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CT0092'POST PROJECTING 5 INCHES.
 CT0092
 CT0092                          STATION RECOVERY (1998)
 CT0092
 CT0092'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0092'RECOVERED IN GOOD CONDITION.
 CT0092
 CT0092                          STATION RECOVERY (2005)
 CT0092
 CT0092'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0360 ***********************************************************************
 CU0360  DESIGNATION -  N 1171
 CU0360  PID         -  CU0360
 CU0360  STATE/COUNTY-  TX/MITCHELL
 CU0360  USGS QUAD   -  PECAN CROSSING (1959)
 CU0360
 CU0360                         *CURRENT SURVEY CONTROL
 CU0360  ___________________________________________________________________
 CU0360* NAD 83(1986)-  32 13 19.     (N)    100 46 55.     (W)     SCALED    
 CU0360* NAVD 88     -       644.924  (meters)    2115.89   (feet)  ADJUSTED  
 CU0360  ___________________________________________________________________
 CU0360  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CU0360  DYNAMIC HT  -         644.066 (meters)    2113.07  (feet)  COMP
 CU0360  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 CU0360
 CU0360  VERT ORDER  -  SECOND    CLASS 0
 CU0360
 CU0360.The horizontal coordinates were scaled from a topographic map and have
 CU0360.an estimated accuracy of +/- 6 seconds.
 CU0360
 CU0360.The orthometric height was determined by differential leveling
 CU0360.and adjusted by the National Geodetic Survey in June 1991..
 CU0360
 CU0360.The geoid height was determined by GEOID03.
 CU0360
 CU0360.The dynamic height is computed by dividing the NAVD 88
 CU0360.geopotential number by the normal gravity value computed on the
 CU0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0360.degrees latitude (g = 980.6199 gals.).
 CU0360
 CU0360.The modeled gravity was interpolated from observed gravity values.
 CU0360
 CU0360;                    North         East    Units  Estimated Accuracy
 CU0360;SPC TXNC     - 2,063,910.      384,920.      MT  (+/- 180 meters Scaled)
 CU0360
 CU0360                          SUPERSEDED SURVEY CONTROL
 CU0360
 CU0360  NGVD 29 (??/??/92)  644.724  (m)         2115.23   (f) ADJ UNCH    2 0
 CU0360
 CU0360.Superseded values are not recommended for survey control.
 CU0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0360.See file dsdata.txt to determine how the superseded data were derived.
 CU0360
 CU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA320664(NAD 83)
 CU0360_MARKER: DB = BENCH MARK DISK
 CU0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0360_STAMPING: N 1171 1961
 CU0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0360+STABILITY: SURFACE MOTION
 CU0360
 CU0360  HISTORY     - Date     Condition        Report By
 CU0360  HISTORY     - 1961     MONUMENTED       CGS
 CU0360
 CU0360                          STATION DESCRIPTION
 CU0360
 CU0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0360'12.15 MI NW FROM SILVER.
 CU0360'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0360'AT SILVER, THENCE 11.55 MILES NORTHWEST ALONG STATE HIGHWAY 208, OR
 CU0360'1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0360'AT COLORADO CITY, THENCE 11.8 MILES SOUTHEAST ALONG STATE HIGHWAY 208,
 CU0360'0.8 MILE NORTHWEST OF A CONCRETE HIGHWAY BRIDGE OVER RED BANK CREEK,
 CU0360'ON THE CREST OF A HILL, 49 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 CU0360'THE HIGHWAY, 2 FEET SOUTHWEST OF A FENCE, 2.0 FEET NORTH OF A METAL
 CU0360'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 CU0360'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0279 ***********************************************************************
 CB0279  DESIGNATION -  N 1172
 CB0279  PID         -  CB0279
 CB0279  STATE/COUNTY-  TX/COKE
 CB0279  USGS QUAD   -  EDITH (1987)
 CB0279
 CB0279                         *CURRENT SURVEY CONTROL
 CB0279  ___________________________________________________________________
 CB0279* NAD 83(1986)-  31 55 33.     (N)    100 30 20.     (W)     SCALED    
 CB0279* NAVD 88     -       576.480  (meters)    1891.33   (feet)  ADJUSTED  
 CB0279  ___________________________________________________________________
 CB0279  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 CB0279  DYNAMIC HT  -         575.717 (meters)    1888.83  (feet)  COMP
 CB0279  MODELED GRAV-     979,297.9   (mgal)                       NAVD 88
 CB0279
 CB0279  VERT ORDER  -  SECOND    CLASS 0
 CB0279
 CB0279.The horizontal coordinates were scaled from a topographic map and have
 CB0279.an estimated accuracy of +/- 6 seconds.
 CB0279
 CB0279.The orthometric height was determined by differential leveling
 CB0279.and adjusted by the National Geodetic Survey in June 1991..
 CB0279
 CB0279.The geoid height was determined by GEOID03.
 CB0279
 CB0279.The dynamic height is computed by dividing the NAVD 88
 CB0279.geopotential number by the normal gravity value computed on the
 CB0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0279.degrees latitude (g = 980.6199 gals.).
 CB0279
 CB0279.The modeled gravity was interpolated from observed gravity values.
 CB0279
 CB0279;                    North         East    Units  Estimated Accuracy
 CB0279;SPC TX C     - 3,250,470.      683,710.      MT  (+/- 180 meters Scaled)
 CB0279
 CB0279                          SUPERSEDED SURVEY CONTROL
 CB0279
 CB0279  NGVD 29 (??/??/92)  576.290  (m)         1890.71   (f) ADJ UNCH    2 0
 CB0279
 CB0279.Superseded values are not recommended for survey control.
 CB0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0279.See file dsdata.txt to determine how the superseded data were derived.
 CB0279
 CB0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA576332(NAD 83)
 CB0279_MARKER: DB = BENCH MARK DISK
 CB0279_SETTING: 66 = SET IN ROCK OUTCROP
 CB0279_SP_SET: FLAT ROCK OUTCROP
 CB0279_STAMPING: N 1172 1961
 CB0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0279+STABILITY: POSITION/ELEVATION WELL
 CB0279
 CB0279  HISTORY     - Date     Condition        Report By
 CB0279  HISTORY     - 1961     MONUMENTED       CGS
 CB0279
 CB0279                          STATION DESCRIPTION
 CB0279
 CB0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0279'2.7 MI NW FROM ROBERT LEE.
 CB0279'ABOUT 0.2 MILE NORTHEAST ALONG LOOP 229 FROM THE COURTHOUSE AT ROBERT
 CB0279'LEE, THENCE 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 208, ABOUT 0.2
 CB0279'MILE NORTH OF A RANCH HOUSE AND STEEL WINDMILL, 0.15 MILE NORTHWEST OF
 CB0279'A BRIDGE OVER MESSBOX CREEK, ABOUT 500 FEET NORTHWEST OF A PRIVATE
 CB0279'ROAD LEADING TO A RANCH HOUSE BELONGING TO FRANK SMITH, 143 FEET
 CB0279'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A FLAT
 CB0279'ROCK OUTCROP WHICH PROJECTS 2 FEET AT ITS HIGHEST POINT, 91 FEET
 CB0279'SOUTHWEST OF A FENCE, 61 FEET NORTHEAST OF A ROW OF POWER POLES, AND
 CB0279'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0121 ***********************************************************************
 CU0121  DESIGNATION -  N 1173
 CU0121  PID         -  CU0121
 CU0121  STATE/COUNTY-  TX/FISHER
 CU0121  USGS QUAD   -  ROTAN (1981)
 CU0121
 CU0121                         *CURRENT SURVEY CONTROL
 CU0121  ___________________________________________________________________
 CU0121* NAD 83(1986)-  32 45 33.     (N)    100 22 54.     (W)     SCALED    
 CU0121* NAVD 88     -       595.237  (meters)    1952.87   (feet)  ADJUSTED  
 CU0121  ___________________________________________________________________
 CU0121  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CU0121  DYNAMIC HT  -         594.454 (meters)    1950.30  (feet)  COMP
 CU0121  MODELED GRAV-     979,305.7   (mgal)                       NAVD 88
 CU0121
 CU0121  VERT ORDER  -  SECOND    CLASS 0
 CU0121
 CU0121.The horizontal coordinates were scaled from a topographic map and have
 CU0121.an estimated accuracy of +/- 6 seconds.
 CU0121
 CU0121.The orthometric height was determined by differential leveling
 CU0121.and adjusted by the National Geodetic Survey in June 1991..
 CU0121
 CU0121.The geoid height was determined by GEOID03.
 CU0121
 CU0121.The dynamic height is computed by dividing the NAVD 88
 CU0121.geopotential number by the normal gravity value computed on the
 CU0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0121.degrees latitude (g = 980.6199 gals.).
 CU0121
 CU0121.The modeled gravity was interpolated from observed gravity values.
 CU0121
 CU0121;                    North         East    Units  Estimated Accuracy
 CU0121;SPC TXNC     - 2,122,730.      423,710.      MT  (+/- 180 meters Scaled)
 CU0121
 CU0121                          SUPERSEDED SURVEY CONTROL
 CU0121
 CU0121  NGVD 29 (??/??/92)  594.999  (m)         1952.09   (f) ADJ UNCH    2 0
 CU0121
 CU0121.Superseded values are not recommended for survey control.
 CU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0121.See file dsdata.txt to determine how the superseded data were derived.
 CU0121
 CU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB705254(NAD 83)
 CU0121_MARKER: DB = BENCH MARK DISK
 CU0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0121_STAMPING: N 1173 1961
 CU0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0121+STABILITY: SURFACE MOTION
 CU0121
 CU0121  HISTORY     - Date     Condition        Report By
 CU0121  HISTORY     - 1961     MONUMENTED       CGS
 CU0121  HISTORY     - 1969     GOOD             USGS
 CU0121
 CU0121                          STATION DESCRIPTION
 CU0121
 CU0121'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CU0121'0.95 MI NW FROM ROBY.
 CU0121'ABOUT 0.95 MILE NORTHWEST ALONG STATE HIGHWAY 70 FROM THE FISHER
 CU0121'COUNTY COURT HOUSE AT ROBY, 0.15 MILE NORTH OF CREST OF A HILL, 1 1/2
 CU0121'POLES NORTH OF DOUBLE-WOODEN-POLE POWER LINE CROSSING HIGHWAY, 136
 CU0121'FEET NORTH OF POWER POLE, NUMBER 227, 43 FEET EAST OF CENTERLINE OF
 CU0121'HIGHWAY 16.2 FEET NORTHEAST OF LONE 12-INCH TREE, 8.8 FEET WEST
 CU0121'SOUTHWEST OF WITNESS SIGN ON ROUND WOODEN POST, ABOUT LEVEL WITH THE
 CU0121'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST, 0.1 FOOT UNDERGROUND
 CU0121'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0132 ***********************************************************************
 DP0132  DESIGNATION -  N 1174
 DP0132  PID         -  DP0132
 DP0132  STATE/COUNTY-  TX/FISHER
 DP0132  USGS QUAD   -  A B C CREEK (1969)
 DP0132
 DP0132                         *CURRENT SURVEY CONTROL
 DP0132  ___________________________________________________________________
 DP0132* NAD 83(1986)-  33 03 42.     (N)    100 34 06.     (W)     SCALED    
 DP0132* NAVD 88     -       644.805  (meters)    2115.50   (feet)  ADJUSTED  
 DP0132  ___________________________________________________________________
 DP0132  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DP0132  DYNAMIC HT  -         643.987 (meters)    2112.81  (feet)  COMP
 DP0132  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 DP0132
 DP0132  VERT ORDER  -  SECOND    CLASS 0
 DP0132
 DP0132.The horizontal coordinates were scaled from a topographic map and have
 DP0132.an estimated accuracy of +/- 6 seconds.
 DP0132
 DP0132.The orthometric height was determined by differential leveling
 DP0132.and adjusted by the National Geodetic Survey in June 1991..
 DP0132
 DP0132.The geoid height was determined by GEOID03.
 DP0132
 DP0132.The dynamic height is computed by dividing the NAVD 88
 DP0132.geopotential number by the normal gravity value computed on the
 DP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0132.degrees latitude (g = 980.6199 gals.).
 DP0132
 DP0132.The modeled gravity was interpolated from observed gravity values.
 DP0132
 DP0132;                    North         East    Units  Estimated Accuracy
 DP0132;SPC TXNC     - 2,156,590.      406,880.      MT  (+/- 180 meters Scaled)
 DP0132
 DP0132                          SUPERSEDED SURVEY CONTROL
 DP0132
 DP0132  NGVD 29 (??/??/92)  644.552  (m)         2114.67   (f) ADJ UNCH    2 0
 DP0132
 DP0132.Superseded values are not recommended for survey control.
 DP0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0132.See file dsdata.txt to determine how the superseded data were derived.
 DP0132
 DP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB535592(NAD 83)
 DP0132_MARKER: DB = BENCH MARK DISK
 DP0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0132_STAMPING: N 1174 1961
 DP0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0132+STABILITY: SURFACE MOTION
 DP0132
 DP0132  HISTORY     - Date     Condition        Report By
 DP0132  HISTORY     - 1961     MONUMENTED       CGS
 DP0132  HISTORY     - 1971     GOOD             USGS
 DP0132
 DP0132                          STATION DESCRIPTION
 DP0132
 DP0132'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DP0132'14.6 MI SE FROM CLAIREMONT.
 DP0132'ABOUT 5.65 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0132'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, THENCE 8.95 MILES
 DP0132'SOUTHEAST ALONG STATE HIGHWAY 70, 130 FEET NORTHEAST ALONG DIRT ROAD
 DP0132'FROM CENTER OF HIGHWAY, 12 FEET NORTHWEST CENTER OF DIRT ROAD, 130
 DP0132'FEET SOUTHWEST OF CENTER OF CATTLEGUARD ACROSS DIRT ROAD.  3.0 FEET
 DP0132'HIGHER THAN HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DP0132'ABOUT 2 INCHES, STAMPED N 1174 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0184 ***********************************************************************
 DO0184  DESIGNATION -  N 1175
 DO0184  PID         -  DO0184
 DO0184  STATE/COUNTY-  TX/JACK
 DO0184  USGS QUAD   -  PERRIN (1979)
 DO0184
 DO0184                         *CURRENT SURVEY CONTROL
 DO0184  ___________________________________________________________________
 DO0184* NAD 83(1986)-  33 07 21.     (N)    098 04 37.     (W)     SCALED    
 DO0184* NAVD 88     -       375.263  (meters)    1231.18   (feet)  ADJUSTED  
 DO0184  ___________________________________________________________________
 DO0184  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DO0184  DYNAMIC HT  -         374.823 (meters)    1229.73  (feet)  COMP
 DO0184  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 DO0184
 DO0184  VERT ORDER  -  SECOND    CLASS 0
 DO0184
 DO0184.The horizontal coordinates were scaled from a topographic map and have
 DO0184.an estimated accuracy of +/- 6 seconds.
 DO0184
 DO0184.The orthometric height was determined by differential leveling
 DO0184.and adjusted by the National Geodetic Survey in June 1991..
 DO0184
 DO0184.The geoid height was determined by GEOID03.
 DO0184
 DO0184.The dynamic height is computed by dividing the NAVD 88
 DO0184.geopotential number by the normal gravity value computed on the
 DO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0184.degrees latitude (g = 980.6199 gals.).
 DO0184
 DO0184.The modeled gravity was interpolated from observed gravity values.
 DO0184
 DO0184;                    North         East    Units  Estimated Accuracy
 DO0184;SPC TXNC     - 2,161,520.      639,480.      MT  (+/- 180 meters Scaled)
 DO0184
 DO0184                          SUPERSEDED SURVEY CONTROL
 DO0184
 DO0184  NGVD 29 (??/??/92)  375.176  (m)         1230.89   (f) ADJ UNCH    2 0
 DO0184
 DO0184.Superseded values are not recommended for survey control.
 DO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0184.See file dsdata.txt to determine how the superseded data were derived.
 DO0184
 DO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB861652(NAD 83)
 DO0184_MARKER: DB = BENCH MARK DISK
 DO0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0184_STAMPING: N 1175 1961
 DO0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0184+STABILITY: SURFACE MOTION
 DO0184
 DO0184  HISTORY     - Date     Condition        Report By
 DO0184  HISTORY     - 1961     MONUMENTED       CGS
 DO0184  HISTORY     - 20010325 GOOD             USPSQD
 DO0184  HISTORY     - 20050312 GOOD             USPSQD
 DO0184
 DO0184                          STATION DESCRIPTION
 DO0184
 DO0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0184'6.15 MI N FROM PERRIN.
 DO0184'ABOUT 6.15 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL
 DO0184'BUILDING AT PERRIN, OR 7.65 MILES SOUTHEAST ALONG U. S. HIGHWAY 281
 DO0184'AND STATE HIGHWAY 199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 1.0
 DO0184'MILE SOUTH ALONG U. S. HIGHWAY 281, ABOUT 0.2 MILE WEST OF A
 DO0184'FARMHOUSE, AT A POINT WHERE A POWER LINE CROSSES OVER THE HIGHWAY, 49
 DO0184'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET EAST OF A
 DO0184'POWER POLE, 1 FOOT EAST OF A FENCE, 1.6 FEET SOUTH OF A METAL WITNESS
 DO0184'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 DO0184'OF A CONCRETE POST PROJECTING 6 INCHES.
 DO0184
 DO0184                          STATION RECOVERY (2001)
 DO0184
 DO0184'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0184'RECOVERED IN GOOD CONDITION.
 DO0184
 DO0184                          STATION RECOVERY (2005)
 DO0184
 DO0184'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0439 ***********************************************************************
 CU0439  DESIGNATION -  N 1176
 CU0439  PID         -  CU0439
 CU0439  STATE/COUNTY-  TX/SCURRY
 CU0439  USGS QUAD   -  INADALE NW (1969)
 CU0439
 CU0439                         *CURRENT SURVEY CONTROL
 CU0439  ___________________________________________________________________
 CU0439* NAD 83(1986)-  32 43 46.     (N)    100 41 57.     (W)     SCALED    
 CU0439* NAVD 88     -       688.061  (meters)    2257.41   (feet)  ADJUSTED  
 CU0439  ___________________________________________________________________
 CU0439  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CU0439  DYNAMIC HT  -         687.150 (meters)    2254.42  (feet)  COMP
 CU0439  MODELED GRAV-     979,292.1   (mgal)                       NAVD 88
 CU0439
 CU0439  VERT ORDER  -  SECOND    CLASS 0
 CU0439
 CU0439.The horizontal coordinates were scaled from a topographic map and have
 CU0439.an estimated accuracy of +/- 6 seconds.
 CU0439
 CU0439.The orthometric height was determined by differential leveling
 CU0439.and adjusted by the National Geodetic Survey in June 1991..
 CU0439
 CU0439.The geoid height was determined by GEOID03.
 CU0439
 CU0439.The dynamic height is computed by dividing the NAVD 88
 CU0439.geopotential number by the normal gravity value computed on the
 CU0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0439.degrees latitude (g = 980.6199 gals.).
 CU0439
 CU0439.The modeled gravity was interpolated from observed gravity values.
 CU0439
 CU0439;                    North         East    Units  Estimated Accuracy
 CU0439;SPC TXNC     - 2,120,010.      393,890.      MT  (+/- 180 meters Scaled)
 CU0439
 CU0439                          SUPERSEDED SURVEY CONTROL
 CU0439
 CU0439  NGVD 29 (??/??/92)  687.783  (m)         2256.50   (f) ADJ UNCH    2 0
 CU0439
 CU0439.Superseded values are not recommended for survey control.
 CU0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0439.See file dsdata.txt to determine how the superseded data were derived.
 CU0439
 CU0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB407225(NAD 83)
 CU0439_MARKER: DB = BENCH MARK DISK
 CU0439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0439_SP_SET: 13 FT.
 CU0439_STAMPING: N 1176 1961
 CU0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0439
 CU0439  HISTORY     - Date     Condition        Report By
 CU0439  HISTORY     - 1961     MONUMENTED       CGS
 CU0439
 CU0439                          STATION DESCRIPTION
 CU0439
 CU0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0439'10.7 MI SW FROM HOBBS.
 CU0439'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0439'HOBBS, THENCE 3.3 MILES SOUTH ALONG FARM ROAD 611, THENCE 7.2 MILES
 CU0439'WEST ALONG U. S. HIGHWAY 180, 93 FEET NORTHWEST OF THE CENTER LINE OF
 CU0439'THE HIGHWAY, 33 FEET NORTHEAST OF THE NORTH CONCRETE PILLAR SUPPORTING
 CU0439'A SHADE OVER A CONCRETE PATIO AT A ROADSIDE PARK, 2 FEET SOUTHEAST OF
 CU0439'A FENCE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON
 CU0439'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 CU0439'13 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0244 ***********************************************************************
 CB0244  DESIGNATION -  N 1177
 CB0244  PID         -  CB0244
 CB0244  STATE/COUNTY-  TX/COKE
 CB0244  USGS QUAD   -  GREEN MOUNTAIN (1987)
 CB0244
 CB0244                         *CURRENT SURVEY CONTROL
 CB0244  ___________________________________________________________________
 CB0244* NAD 83(1986)-  31 54 21.     (N)    100 42 24.     (W)     SCALED    
 CB0244* NAVD 88     -       673.165  (meters)    2208.54   (feet)  ADJUSTED  
 CB0244  ___________________________________________________________________
 CB0244  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 CB0244  DYNAMIC HT  -         672.254 (meters)    2205.55  (feet)  COMP
 CB0244  MODELED GRAV-     979,265.2   (mgal)                       NAVD 88
 CB0244
 CB0244  VERT ORDER  -  SECOND    CLASS 0
 CB0244
 CB0244.The horizontal coordinates were scaled from a topographic map and have
 CB0244.an estimated accuracy of +/- 6 seconds.
 CB0244
 CB0244.The orthometric height was determined by differential leveling
 CB0244.and adjusted by the National Geodetic Survey in June 1991..
 CB0244
 CB0244.The geoid height was determined by GEOID03.
 CB0244
 CB0244.The dynamic height is computed by dividing the NAVD 88
 CB0244.geopotential number by the normal gravity value computed on the
 CB0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0244.degrees latitude (g = 980.6199 gals.).
 CB0244
 CB0244.The modeled gravity was interpolated from observed gravity values.
 CB0244
 CB0244;                    North         East    Units  Estimated Accuracy
 CB0244;SPC TX C     - 3,248,290.      664,690.      MT  (+/- 180 meters Scaled)
 CB0244
 CB0244                          SUPERSEDED SURVEY CONTROL
 CB0244
 CB0244  NGVD 29 (??/??/92)  672.949  (m)         2207.83   (f) ADJ UNCH    2 0
 CB0244
 CB0244.Superseded values are not recommended for survey control.
 CB0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0244.See file dsdata.txt to determine how the superseded data were derived.
 CB0244
 CB0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA386312(NAD 83)
 CB0244_MARKER: DB = BENCH MARK DISK
 CB0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0244_STAMPING: N 1177 1961
 CB0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0244+STABILITY: SURFACE MOTION
 CB0244
 CB0244  HISTORY     - Date     Condition        Report By
 CB0244  HISTORY     - 1961     MONUMENTED       CGS
 CB0244
 CB0244                          STATION DESCRIPTION
 CB0244
 CB0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0244'14.0 MI W FROM ROBERT LEE.
 CB0244'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0244'ROBERT LEE, THENCE 13.75 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0244'ROAD 387, ON THE OUTSIDE AND ABOUT MIDWAY OF A CURVE IN THE HIGHWAY,
 CB0244'AT THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING WEST, 48 FEET
 CB0244'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE
 CB0244'CENTER LINE OF THE DIRT ROAD, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.8
 CB0244'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CB0244'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0435 ***********************************************************************
 CU0435  DESIGNATION -  N 1178
 CU0435  PID         -  CU0435
 CU0435  STATE/COUNTY-  TX/FISHER
 CU0435  USGS QUAD   -  INADALE NW (1969)
 CU0435
 CU0435                         *CURRENT SURVEY CONTROL
 CU0435  ___________________________________________________________________
 CU0435* NAD 83(1986)-  32 43 46.     (N)    100 37 34.     (W)     SCALED    
 CU0435* NAVD 88     -       635.294  (meters)    2084.29   (feet)  ADJUSTED  
 CU0435  ___________________________________________________________________
 CU0435  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CU0435  DYNAMIC HT  -         634.454 (meters)    2081.54  (feet)  COMP
 CU0435  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 CU0435
 CU0435  VERT ORDER  -  SECOND    CLASS 0
 CU0435
 CU0435.The horizontal coordinates were scaled from a topographic map and have
 CU0435.an estimated accuracy of +/- 6 seconds.
 CU0435
 CU0435.The orthometric height was determined by differential leveling
 CU0435.and adjusted by the National Geodetic Survey in June 1991..
 CU0435
 CU0435.The geoid height was determined by GEOID03.
 CU0435
 CU0435.The dynamic height is computed by dividing the NAVD 88
 CU0435.geopotential number by the normal gravity value computed on the
 CU0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0435.degrees latitude (g = 980.6199 gals.).
 CU0435
 CU0435.The modeled gravity was interpolated from observed gravity values.
 CU0435
 CU0435;                    North         East    Units  Estimated Accuracy
 CU0435;SPC TXNC     - 2,119,870.      400,740.      MT  (+/- 180 meters Scaled)
 CU0435
 CU0435                          SUPERSEDED SURVEY CONTROL
 CU0435
 CU0435  NGVD 29 (??/??/92)  635.025  (m)         2083.41   (f) ADJ UNCH    2 0
 CU0435
 CU0435.Superseded values are not recommended for survey control.
 CU0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0435.See file dsdata.txt to determine how the superseded data were derived.
 CU0435
 CU0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB476224(NAD 83)
 CU0435_MARKER: DB = BENCH MARK DISK
 CU0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0435_SP_SET: CULVERT
 CU0435_STAMPING: N 1178 1961
 CU0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0435
 CU0435  HISTORY     - Date     Condition        Report By
 CU0435  HISTORY     - 1961     MONUMENTED       CGS
 CU0435
 CU0435                          STATION DESCRIPTION
 CU0435
 CU0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0435'6.3 MI SW FROM HOBBS.
 CU0435'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0435'HOBBS, THENCE 3.3 MILES SOUTH ALONG FARM ROAD 611, THENCE 2.8 MILES
 CU0435'WEST ALONG U. S. HIGHWAY 180, 0.3 MILE EAST OF A CURVE IN THE HIGHWAY,
 CU0435'SOUTH OF AND ACROSS THE HIGHWAY FROM A TWO-STORY HOUSE, 29 FEET SOUTH
 CU0435'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF
 CU0435'THE SOUTH CONCRETE HEAD WALL OF A DOUBLE CHANNEL CULVERT, 121 FEET
 CU0435'EAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY, AND ABOUT 1 1/2 FEET
 CU0435'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0429 ***********************************************************************
 CU0429  DESIGNATION -  N 1179
 CU0429  PID         -  CU0429
 CU0429  STATE/COUNTY-  TX/FISHER
 CU0429  USGS QUAD   -  HOBBS (1969)
 CU0429
 CU0429                         *CURRENT SURVEY CONTROL
 CU0429  ___________________________________________________________________
 CU0429* NAD 83(1986)-  32 45 48.     (N)    100 35 10.     (W)     SCALED    
 CU0429* NAVD 88     -       635.687  (meters)    2085.58   (feet)  ADJUSTED  
 CU0429  ___________________________________________________________________
 CU0429  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CU0429  DYNAMIC HT  -         634.850 (meters)    2082.84  (feet)  COMP
 CU0429  MODELED GRAV-     979,301.1   (mgal)                       NAVD 88
 CU0429
 CU0429  VERT ORDER  -  SECOND    CLASS 0
 CU0429
 CU0429.The horizontal coordinates were scaled from a topographic map and have
 CU0429.an estimated accuracy of +/- 6 seconds.
 CU0429
 CU0429.The orthometric height was determined by differential leveling
 CU0429.and adjusted by the National Geodetic Survey in June 1991..
 CU0429
 CU0429.The geoid height was determined by GEOID03.
 CU0429
 CU0429.The dynamic height is computed by dividing the NAVD 88
 CU0429.geopotential number by the normal gravity value computed on the
 CU0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0429.degrees latitude (g = 980.6199 gals.).
 CU0429
 CU0429.The modeled gravity was interpolated from observed gravity values.
 CU0429
 CU0429;                    North         East    Units  Estimated Accuracy
 CU0429;SPC TXNC     - 2,123,550.      404,560.      MT  (+/- 180 meters Scaled)
 CU0429
 CU0429                          SUPERSEDED SURVEY CONTROL
 CU0429
 CU0429  NGVD 29 (??/??/92)  635.422  (m)         2084.71   (f) ADJ UNCH    2 0
 CU0429
 CU0429.Superseded values are not recommended for survey control.
 CU0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0429.See file dsdata.txt to determine how the superseded data were derived.
 CU0429
 CU0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB514261(NAD 83)
 CU0429_MARKER: DB = BENCH MARK DISK
 CU0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0429_STAMPING: N 1179 1961
 CU0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0429+STABILITY: SURFACE MOTION
 CU0429
 CU0429  HISTORY     - Date     Condition        Report By
 CU0429  HISTORY     - 1961     MONUMENTED       CGS
 CU0429
 CU0429                          STATION DESCRIPTION
 CU0429
 CU0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0429'1.45 MI S FROM HOBBS.
 CU0429'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0429'HOBBS, THENCE 1.25 MILES SOUTH ALONG FARM ROAD 611, 95 FEET NORTH OF
 CU0429'THE CENTER OF THE ARCHED STONE ENTRANCE TO THE HOBBS CEMETERY, 40 FEET
 CU0429'EAST OF THE CENTER LINE OF THE FARM ROAD, 44 FEET SOUTH OF A CORNER
 CU0429'FENCE POST, 1 FOOT WEST OF A FENCE, 1.4 FEET SOUTHEAST OF A METAL
 CU0429'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE FARM ROAD, AND
 CU0429'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0004 ***********************************************************************
 BN0004  DESIGNATION -  N 118
 BN0004  PID         -  BN0004
 BN0004  STATE/COUNTY-  TX/BURNET
 BN0004  USGS QUAD   -  LAKE VICTOR (1967)
 BN0004
 BN0004                         *CURRENT SURVEY CONTROL
 BN0004  ___________________________________________________________________
 BN0004* NAD 83(1986)-  30 58 10.     (N)    098 11 33.     (W)     SCALED    
 BN0004* NAVD 88     -       371.191  (meters)    1217.82   (feet)  ADJUSTED  
 BN0004  ___________________________________________________________________
 BN0004  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 BN0004  DYNAMIC HT  -         370.691 (meters)    1216.18  (feet)  COMP
 BN0004  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 BN0004
 BN0004  VERT ORDER  -  SECOND    CLASS 0
 BN0004
 BN0004.The horizontal coordinates were scaled from a topographic map and have
 BN0004.an estimated accuracy of +/- 6 seconds.
 BN0004
 BN0004.The orthometric height was determined by differential leveling
 BN0004.and adjusted by the National Geodetic Survey in June 1991..
 BN0004
 BN0004.The geoid height was determined by GEOID03.
 BN0004
 BN0004.The dynamic height is computed by dividing the NAVD 88
 BN0004.geopotential number by the normal gravity value computed on the
 BN0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0004.degrees latitude (g = 980.6199 gals.).
 BN0004
 BN0004.The modeled gravity was interpolated from observed gravity values.
 BN0004
 BN0004;                    North         East    Units  Estimated Accuracy
 BN0004;SPC TX C     - 3,146,390.      904,490.      MT  (+/- 180 meters Scaled)
 BN0004
 BN0004                          SUPERSEDED SURVEY CONTROL
 BN0004
 BN0004  NGVD 29 (??/??/92)  371.090  (m)         1217.48   (f) ADJ UNCH    2 0
 BN0004
 BN0004.Superseded values are not recommended for survey control.
 BN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0004.See file dsdata.txt to determine how the superseded data were derived.
 BN0004
 BN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV771264(NAD 83)
 BN0004_MARKER: DB = BENCH MARK DISK
 BN0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0004_STAMPING: N 118 1933
 BN0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0004+STABILITY: SURFACE MOTION
 BN0004
 BN0004  HISTORY     - Date     Condition        Report By
 BN0004  HISTORY     - 1933     MONUMENTED       CGS
 BN0004  HISTORY     - 1967     GOOD             USGS
 BN0004
 BN0004                          STATION DESCRIPTION
 BN0004
 BN0004'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0004'10.60 MI NE FROM LAMPASAS.
 BN0004'LAMPASAS, JUNCTION OF U. S. HWYS. 190 AND 281.  THENCE SOUTH ON U. S.
 BN0004'HWY. 281 8.0 MI. TO GRAVEL ROAD EAST.  THENCE EAST, SOUTHEAST AND
 BN0004'NORTHEAST ON GRAVELED ROAD 2.5 MI. TO FOURTH RANCH ON ROAD.  (RANCH
 BN0004'BLDGS.  ARE NOT OCCUPIED) THENCE NORTHWEST 0.25 MI. TO OLD R. R.
 BN0004'GRADE.  THENCE NORTH ON OLD R. R. GRADE 0.3 MI. TO DRAIN ACROSS R. R.
 BN0004'GRADE.  132 FEET SOUTH OF CENTER OF DRAIN, 47 FT. WEST OF CENTER OF R.
 BN0004'R. GRADE.  A STANDARD DISK STAMPED N 118 1933 AND SET IN THE TOP OF A
 BN0004'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0518 ***********************************************************************
 CU0518  DESIGNATION -  N 1180
 CU0518  PID         -  CU0518
 CU0518  STATE/COUNTY-  TX/MITCHELL
 CU0518  USGS QUAD   -  IRA (1979)
 CU0518
 CU0518                         *CURRENT SURVEY CONTROL
 CU0518  ___________________________________________________________________
 CU0518* NAD 83(1986)-  32 30 39.     (N)    101 03 22.     (W)     SCALED    
 CU0518* NAVD 88     -       658.865  (meters)    2161.63   (feet)  ADJUSTED  
 CU0518  ___________________________________________________________________
 CU0518  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CU0518  DYNAMIC HT  -         657.981 (meters)    2158.73  (feet)  COMP
 CU0518  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 CU0518
 CU0518  VERT ORDER  -  SECOND    CLASS 0
 CU0518
 CU0518.The horizontal coordinates were scaled from a topographic map and have
 CU0518.an estimated accuracy of +/- 6 seconds.
 CU0518
 CU0518.The orthometric height was determined by differential leveling
 CU0518.and adjusted by the National Geodetic Survey in June 1991..
 CU0518
 CU0518.The geoid height was determined by GEOID03.
 CU0518
 CU0518.The dynamic height is computed by dividing the NAVD 88
 CU0518.geopotential number by the normal gravity value computed on the
 CU0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0518.degrees latitude (g = 980.6199 gals.).
 CU0518
 CU0518.The modeled gravity was interpolated from observed gravity values.
 CU0518
 CU0518;                    North         East    Units  Estimated Accuracy
 CU0518;SPC TXNC     - 2,096,530.      359,860.      MT  (+/- 180 meters Scaled)
 CU0518
 CU0518                          SUPERSEDED SURVEY CONTROL
 CU0518
 CU0518  NGVD 29 (??/??/92)  658.606  (m)         2160.78   (f) ADJ UNCH    2 0
 CU0518
 CU0518.Superseded values are not recommended for survey control.
 CU0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0518.See file dsdata.txt to determine how the superseded data were derived.
 CU0518
 CU0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA068989(NAD 83)
 CU0518_MARKER: DB = BENCH MARK DISK
 CU0518_SETTING: 66 = SET IN ROCK OUTCROP
 CU0518_SP_SET: OUTCROP
 CU0518_STAMPING: N 1180 1961
 CU0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0518+STABILITY: POSITION/ELEVATION WELL
 CU0518
 CU0518  HISTORY     - Date     Condition        Report By
 CU0518  HISTORY     - 1961     MONUMENTED       CGS
 CU0518
 CU0518                          STATION DESCRIPTION
 CU0518
 CU0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0518'7.6 MI SE FROM IRA.
 CU0518'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0518'CHURCH AT IRA, THENCE 1.85 MILES SOUTHEAST ALONG FARM ROAD 1229, 0.1
 CU0518'MILE SOUTHEAST OF A NARROW CONCRETE BRIDGE, 91 FEET SOUTHWEST OF THE
 CU0518'CENTER LINE OF THE FARM ROAD, 181 FEET SOUTHWEST OF AND ACROSS THE
 CU0518'FARM ROAD FROM A BRACED POWER POLE, IN LINE WITH A ROW OF POWER POLES,
 CU0518'SET IN THE TOP OF A ROCK OUTCROP, 8 1/2 FEET SOUTHWEST OF THE
 CU0518'NORTHEAST EDGE OF THE ROCK OUTCROP, AND ABOUT 4 FEET BELOW THE LEVEL
 CU0518'OF THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0459 ***********************************************************************
 CU0459  SACS        -  This is a Secondary Airport Control Station.
 CU0459  DESIGNATION -  N 1181
 CU0459  PID         -  CU0459
 CU0459  STATE/COUNTY-  TX/SCURRY
 CU0459  USGS QUAD   -  SNYDER (1979)
 CU0459
 CU0459                         *CURRENT SURVEY CONTROL
 CU0459  ___________________________________________________________________
 CU0459* NAD 83(1993)-  32 42 16.99840(N)    100 56 45.35641(W)     ADJUSTED  
 CU0459* NAVD 88     -       731.020  (meters)    2398.35   (feet)  ADJUSTED  
 CU0459  ___________________________________________________________________
 CU0459  X           -  -1,020,207.242 (meters)                     COMP
 CU0459  Y           -  -5,275,082.961 (meters)                     COMP
 CU0459  Z           -   3,426,829.563 (meters)                     COMP
 CU0459  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 CU0459  ELLIP HEIGHT-         704.44  (meters)          (02/14/01) GPS OBS
 CU0459  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CU0459  DYNAMIC HT  -         730.057 (meters)    2395.20  (feet)  COMP
 CU0459  MODELED GRAV-     979,296.3   (mgal)                       NAVD 88
 CU0459
 CU0459  HORZ ORDER  -  FIRST
 CU0459  VERT ORDER  -  SECOND    CLASS 0
 CU0459  ELLP ORDER  -  FOURTH    CLASS II
 CU0459
 CU0459.This mark is at Winston Fld (SNK) Airport (SNK)
 CU0459
 CU0459.The horizontal coordinates were established by GPS observations
 CU0459.and adjusted by the National Geodetic Survey in July 1997..
 CU0459
 CU0459.The orthometric height was determined by differential leveling
 CU0459.and adjusted by the National Geodetic Survey in June 1991..
 CU0459
 CU0459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU0459
 CU0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0459
 CU0459.The ellipsoidal height was determined by GPS observations
 CU0459.and is referenced to NAD 83.
 CU0459
 CU0459.The geoid height was determined by GEOID03.
 CU0459
 CU0459.The dynamic height is computed by dividing the NAVD 88
 CU0459.geopotential number by the normal gravity value computed on the
 CU0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0459.degrees latitude (g = 980.6199 gals.).
 CU0459
 CU0459.The modeled gravity was interpolated from observed gravity values.
 CU0459
 CU0459;                    North         East     Units Scale Factor Converg.
 CU0459;SPC TXNC     - 2,117,779.335   370,707.158   MT  0.99989084   -1 20 02.4
 CU0459;SPC TXNC     - 6,948,081.03  1,216,228.40   sFT  0.99989084   -1 20 02.4
 CU0459;UTM  14      - 3,620,227.092   317,601.313   MT  1.00001025   -1 03 06.1
 CU0459
 CU0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0459!SPC TXNC     -   0.99988941  x   0.99989084  =   0.99978026
 CU0459!UTM  14      -   0.99988941  x   1.00001025  =   0.99989966
 CU0459
 CU0459:                Primary Azimuth Mark                     Grid Az
 CU0459:SPC TXNC     -  SNYDAIR                                  198 32 53.7
 CU0459:UTM  14      -  SNYDAIR                                  198 15 57.4
 CU0459
 CU0459|---------------------------------------------------------------------|
 CU0459| PID    Reference Object                     Distance      Geod. Az  |
 CU0459|                                                           dddmmss.s |
 CU0459| CU1028 SNYDAIR                             404.462 METERS 1971251.3 |
 CU0459|---------------------------------------------------------------------|
 CU0459
 CU0459                          SUPERSEDED SURVEY CONTROL
 CU0459
 CU0459  NAVD 88 (07/09/97)  731.03   (m)         2398.4    (f) LEVELING    3  
 CU0459  NGVD 29 (??/??/92)  730.727  (m)         2397.39   (f) ADJ UNCH    2 0
 CU0459
 CU0459.Superseded values are not recommended for survey control.
 CU0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0459.See file dsdata.txt to determine how the superseded data were derived.
 CU0459
 CU0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1760120227(NAD 83)
 CU0459_MARKER: DB = BENCH MARK DISK
 CU0459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0459_SP_SET: 21.5 FT
 CU0459_STAMPING: N 1181 1961
 CU0459_MARK LOGO: CGS   
 CU0459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CU0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0459+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1995
 CU0459
 CU0459  HISTORY     - Date     Condition        Report By
 CU0459  HISTORY     - 1961     MONUMENTED       CGS
 CU0459  HISTORY     - 19950826 GOOD             CGS
 CU0459
 CU0459                          STATION DESCRIPTION
 CU0459
 CU0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0459'3.6 MI SW FROM SNYDER.
 CU0459'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0459'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0459'0.9 MILE WEST ALONG U. S. HIGHWAY 180, THENCE 0.8 MILE SOUTH ALONG EL
 CU0459'PASO AVENUE, THENCE 0.8 MILE WEST ALONG 37TH STREET, 0.2 MILE
 CU0459'NORTHEAST OF THE ADMINISTRATION BUILDING AND AN ARCHED HANGAR AT THE
 CU0459'WINSTON AIRPORT, 56 FEET SOUTH OF THE CENTER LINE OF THE STREET, 135
 CU0459'FEET EAST OF THE CENTER OF THE NORTH AND MAIN ENTRANCE TO THE AIRPORT,
 CU0459'15 FEET WEST OF A T-FENCE, 13 1/2 FEET NORTHWEST OF A POWER POLE, 1
 CU0459'FOOT SOUTH OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1
 CU0459'FOOT ABOVE THE LEVEL OF THE STREET, A DISK ON THE TOP OF A 5/8-INCH
 CU0459'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 21 1/2 FEET AND IS
 CU0459'ENCASED IN A 4-INCH TILE THAT PROJECTS 6 INCHES.
 CU0459
 CU0459                          STATION RECOVERY (1995)
 CU0459
 CU0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1995 (AJL)
 CU0459'RECOVERED AS DESCRIBED.  THIS IS A SAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1173 ***********************************************************************
 AW1173  DESIGNATION -  N 1182
 AW1173  PID         -  AW1173
 AW1173  STATE/COUNTY-  TX/BRAZORIA
 AW1173  USGS QUAD   -  ANGLETON (1974)
 AW1173
 AW1173                         *CURRENT SURVEY CONTROL
 AW1173  ___________________________________________________________________
 AW1173* NAD 83(1986)-  29 10 11.     (N)    095 24 01.     (W)     SCALED    
 AW1173* NAVD 88     -         6.60   (+/-2cm)      21.7    (feet)  VERTCON   
 AW1173  ___________________________________________________________________
 AW1173  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW1173
 AW1173  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1173
 AW1173.The horizontal coordinates were scaled from a topographic map and have
 AW1173.an estimated accuracy of +/- 6 seconds.
 AW1173
 AW1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1173.The vertical order pertains to the NGVD 29 superseded value.
 AW1173
 AW1173.The geoid height was determined by GEOID03.
 AW1173
 AW1173;                    North         East    Units  Estimated Accuracy
 AW1173;SPC TXSC     - 4,153,500.      950,080.      MT  (+/- 180 meters Scaled)
 AW1173
 AW1173                          SUPERSEDED SURVEY CONTROL
 AW1173
 AW1173  NGVD 29 (??/??/92)    6.606  (m)           21.67   (f) ADJ UNCH    1 1
 AW1173
 AW1173.Superseded values are not recommended for survey control.
 AW1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1173.See file dsdata.txt to determine how the superseded data were derived.
 AW1173
 AW1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN665291(NAD 83)
 AW1173_MARKER: DB = BENCH MARK DISK
 AW1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1173_STAMPING: N 1182 1963
 AW1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1173+STABILITY: SURFACE MOTION
 AW1173
 AW1173  HISTORY     - Date     Condition        Report By
 AW1173  HISTORY     - 1963     MONUMENTED       CGS
 AW1173  HISTORY     - 1973     GOOD             NGS
 AW1173  HISTORY     - 1978     GOOD             NGS
 AW1173  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1173  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1173  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 AW1173
 AW1173                          STATION DESCRIPTION
 AW1173
 AW1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1173'2.45 MI NE FROM ANGLETON.
 AW1173'1.65 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1173'STATION AT ANGLETON, THENCE 0.2 MILE SOUTH ALONG COUNTY ROAD 428,
 AW1173'THENCE 0.6 MILE EAST ALONG COUNTY ROAD 210, AT BAILES AIRPORT, 1.7
 AW1173'FEET NORTH OF THE NORTHWEST CORNER OF THE MAIN HANGAR, 193 FEET SOUTH
 AW1173'OF THE CENTER LINE OF THE ROAD, 28 FEET EAST OF THE EXTENDED CENTER
 AW1173'LINE OF A NORTH-SOUTH SHELL ROAD, ABOUT 1 FOOT LOWER THAN THE ROADS,
 AW1173'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 AW1173'GROUND.
 AW1173
 AW1173                          STATION RECOVERY (1978)
 AW1173
 AW1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1173'RECOVEREDAS DESCRIBED.
 AW1173
 AW1173                          STATION RECOVERY (1987)
 AW1173
 AW1173'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1173'MARK NOT FOUND.
 AW1173
 AW1173                          STATION RECOVERY (1997)
 AW1173
 AW1173'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1173'MARK NOT FOUND.
 AW1173
 AW1173                          STATION RECOVERY (2003)
 AW1173
 AW1173'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0749 ***********************************************************************
 AW0749  DESIGNATION -  N 1183
 AW0749  PID         -  AW0749
 AW0749  STATE/COUNTY-  TX/HARRIS
 AW0749  USGS QUAD   -  MONT BELVIEU (1994)
 AW0749
 AW0749                         *CURRENT SURVEY CONTROL
 AW0749  ___________________________________________________________________
 AW0749* NAD 83(1986)-  29 50 51.     (N)    094 57 26.     (W)     SCALED    
 AW0749* NAVD 88     -         9.35   (+/-2cm)      30.7    (feet)  VERTCON   
 AW0749  ___________________________________________________________________
 AW0749  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW0749
 AW0749  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0749
 AW0749.The horizontal coordinates were scaled from a topographic map and have
 AW0749.an estimated accuracy of +/- 6 seconds.
 AW0749
 AW0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0749.The vertical order pertains to the NGVD 29 superseded value.
 AW0749
 AW0749.The geoid height was determined by GEOID03.
 AW0749
 AW0749;                    North         East    Units  Estimated Accuracy
 AW0749;SPC TXSC     - 4,229,980.      990,550.      MT  (+/- 180 meters Scaled)
 AW0749
 AW0749                          SUPERSEDED SURVEY CONTROL
 AW0749
 AW0749  NGVD 29 (??/??/92)    9.353  (m)           30.69   (f) ADJ UNCH    1 2
 AW0749
 AW0749.Superseded values are not recommended for survey control.
 AW0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0749.See file dsdata.txt to determine how the superseded data were derived.
 AW0749
 AW0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP109034(NAD 83)
 AW0749_MARKER: DB = BENCH MARK DISK
 AW0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0749_STAMPING: N 1183 1963
 AW0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0749+STABILITY: SURFACE MOTION
 AW0749
 AW0749  HISTORY     - Date     Condition        Report By
 AW0749  HISTORY     - 1963     MONUMENTED       CGS
 AW0749  HISTORY     - 1964     GOOD             NGS
 AW0749  HISTORY     - 1978     GOOD             NGS
 AW0749  HISTORY     - 1990     GOOD             USPSQD
 AW0749  HISTORY     - 19940722 GOOD             USPSQD
 AW0749  HISTORY     - 20031230 MARK NOT FOUND   USPSQD
 AW0749
 AW0749                          STATION DESCRIPTION
 AW0749
 AW0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW0749'7.85 MI NE FROM HIGHLANDS.
 AW0749'ABOUT 1.75 MILES NORTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST
 AW0749'OFFICE AT HIGHLANDS, THENCE 4.4 MILES EAST ALONG BARBERS HILL ROAD,
 AW0749'THENCE 1.7 MILES EAST ALONG FARM ROAD 1942, OR 0.45 MILE NORTHWEST
 AW0749'ALONG LOOP 207 FROM THE METHODIST CHURCH AT MONT BELVIEU, THENCE 3.85
 AW0749'MILES WEST ALONG FARM ROAD 1942, 110 FEET SOUTHWEST OF THE CENTER OF
 AW0749'THE JUNCTION OF HADDEN ROAD LEADING SOUTH, 48 FEET SOUTH OF THE CENTER
 AW0749'LINE OF THE ROAD, 90 FEET WEST OF THE CENTER LINE OF HADDEN ROAD, 17
 AW0749'1/2 FEET EAST OF THE CENTER OF A GATE, 1 1/2 FEET NORTH OF A FENCE,
 AW0749'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 AW0749'CONCRETE POST PROJECTING 6 INCHES.
 AW0749
 AW0749                          STATION RECOVERY (1964)
 AW0749
 AW0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0749'RECOVERED IN GOOD CONDITION.
 AW0749
 AW0749                          STATION RECOVERY (1978)
 AW0749
 AW0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0749'ADD=1 FOOT WEST OF METAL WITNESS POST.
 AW0749
 AW0749                          STATION RECOVERY (1990)
 AW0749
 AW0749'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0749'RECOVERED IN GOOD CONDITION.
 AW0749
 AW0749                          STATION RECOVERY (1994)
 AW0749
 AW0749'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0749'RECOVERED IN GOOD CONDITION.
 AW0749
 AW0749                          STATION RECOVERY (2003)
 AW0749
 AW0749'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0158 ***********************************************************************
 AW0158  DESIGNATION -  N 1184
 AW0158  PID         -  AW0158
 AW0158  STATE/COUNTY-  TX/BRAZORIA
 AW0158  USGS QUAD   -  FRIENDSWOOD (1995)
 AW0158
 AW0158                         *CURRENT SURVEY CONTROL
 AW0158  ___________________________________________________________________
 AW0158* NAD 83(1986)-  29 31 12.     (N)    095 14 41.     (W)     SCALED    
 AW0158* NAVD 88     -        10.58   (+/-2cm)      34.7    (feet)  VERTCON   
 AW0158  ___________________________________________________________________
 AW0158  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW0158
 AW0158  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0158
 AW0158.This mark is at Clover Fld (T02) Airport (T02)
 AW0158
 AW0158.The horizontal coordinates were scaled from a topographic map and have
 AW0158.an estimated accuracy of +/- 6 seconds.
 AW0158
 AW0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0158.The vertical order pertains to the NGVD 29 superseded value.
 AW0158
 AW0158.The geoid height was determined by GEOID03.
 AW0158
 AW0158;                    North         East    Units  Estimated Accuracy
 AW0158;SPC TXSC     - 4,192,770.      963,950.      MT  (+/- 180 meters Scaled)
 AW0158
 AW0158                          SUPERSEDED SURVEY CONTROL
 AW0158
 AW0158  NGVD 29 (??/??/92)   10.576  (m)           34.70   (f) ADJ UNCH    1 1
 AW0158
 AW0158.Superseded values are not recommended for survey control.
 AW0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0158.See file dsdata.txt to determine how the superseded data were derived.
 AW0158
 AW0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN824677(NAD 83)
 AW0158_MARKER: DB = BENCH MARK DISK
 AW0158_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0158_SP_SET: 24 FT.
 AW0158_STAMPING: N 1184 1964
 AW0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0158
 AW0158  HISTORY     - Date     Condition        Report By
 AW0158  HISTORY     - 1964     MONUMENTED       CGS
 AW0158  HISTORY     - 1973     POOR             NGS
 AW0158  HISTORY     - 1978     POOR             DOD
 AW0158  HISTORY     - 1978     GOOD             NGS
 AW0158  HISTORY     - 1978     GOOD             NGS
 AW0158  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0158  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0158  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0158  HISTORY     - 1989     GOOD             USPSQD
 AW0158  HISTORY     - 1989     GOOD             USPSQD
 AW0158  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 AW0158
 AW0158                          STATION DESCRIPTION
 AW0158
 AW0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0158'IN CLOVER FIELD.
 AW0158'AT CLOVER FIELD AIRPORT, AT THE SOUTHWEST ENTRANCE, IN A WOODED AREA,
 AW0158'0.15 MILE NORTHWEST OF THE AIRPORT CAFE, 131 FEET NORTH-NORTHWEST OF
 AW0158'THE NORTHEAST CORNER OF A WOODEN BRIDGE OVER COWART CREEK, 122 FEET
 AW0158'NORTHWEST OF THE CENTER LINE OF THE ROAD, ON THE OUTSIDE OF A CURVE,
 AW0158'39 FEET EAST OF A BRIDAL PATH, 51 FEET WEST OF THE CENTER LINE OF A
 AW0158'PRIVATE ROAD ALONG THE EAST EDGE OF THE TIMBER, A DISK ON THE TOP OF A
 AW0158'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS
 AW0158'ENCASED IN A 6-INCH TILE THAT PROJECTS 3 INCHES.
 AW0158
 AW0158                          STATION RECOVERY (1978)
 AW0158
 AW0158'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0158'MARK RECOVERED IN POOR CONDITION.
 AW0158
 AW0158                          STATION RECOVERY (1978)
 AW0158
 AW0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0158'RECOVERED IN GOOD CONDITION.
 AW0158
 AW0158                          STATION RECOVERY (1978)
 AW0158
 AW0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0158'RECOVERED IN GOOD CONDITION.
 AW0158
 AW0158                          STATION RECOVERY (1986)
 AW0158
 AW0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0158'MARK NOT FOUND.
 AW0158
 AW0158                          STATION RECOVERY (1987)
 AW0158
 AW0158'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0158'MARK NOT FOUND.
 AW0158
 AW0158                          STATION RECOVERY (1987)
 AW0158
 AW0158'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0158'MARK NOT FOUND.
 AW0158
 AW0158                          STATION RECOVERY (1989)
 AW0158
 AW0158'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0158'RECOVERED IN GOOD CONDITION.
 AW0158
 AW0158                          STATION RECOVERY (1989)
 AW0158
 AW0158'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0158'RECOVERED IN GOOD CONDITION.
 AW0158
 AW0158                          STATION RECOVERY (1996)
 AW0158
 AW0158'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3725 ***********************************************************************
 AW3725  DESIGNATION -  N 1185
 AW3725  PID         -  AW3725
 AW3725  STATE/COUNTY-  TX/HARRIS
 AW3725  USGS QUAD   -  PARK PLACE (1995)
 AW3725
 AW3725                         *CURRENT SURVEY CONTROL
 AW3725  ___________________________________________________________________
 AW3725* NAD 83(1986)-  29 43 37.     (N)    095 16 04.     (W)     SCALED    
 AW3725* NAVD 88     -         9.35   (+/-2cm)      30.7    (feet)  VERTCON   
 AW3725  ___________________________________________________________________
 AW3725  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3725
 AW3725  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3725
 AW3725.The horizontal coordinates were scaled from a topographic map and have
 AW3725.an estimated accuracy of +/- 6 seconds.
 AW3725
 AW3725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3725.The vertical order pertains to the NGVD 29 superseded value.
 AW3725
 AW3725.The geoid height was determined by GEOID03.
 AW3725
 AW3725;                    North         East    Units  Estimated Accuracy
 AW3725;SPC TXSC     - 4,215,620.      960,990.      MT  (+/- 180 meters Scaled)
 AW3725
 AW3725                          SUPERSEDED SURVEY CONTROL
 AW3725
 AW3725  NGVD 29 (??/??/92)    9.346  (m)           30.66   (f) ADJ UNCH    1 2
 AW3725
 AW3725.Superseded values are not recommended for survey control.
 AW3725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3725.See file dsdata.txt to determine how the superseded data were derived.
 AW3725
 AW3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN806906(NAD 83)
 AW3725_MARKER: DB = BENCH MARK DISK
 AW3725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3725_STAMPING: N 1185 1964
 AW3725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3725+STABILITY: SURFACE MOTION
 AW3725
 AW3725  HISTORY     - Date     Condition        Report By
 AW3725  HISTORY     - 1964     MONUMENTED       CGS
 AW3725  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3725
 AW3725                          STATION DESCRIPTION
 AW3725
 AW3725'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3725'1.95 MI SE FROM HOUSTON.
 AW3725'ABOUT 1.35 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE NEW PORT
 AW3725'TERMINAL BUILDING ON THE NORTHEAST SIDE OF THE HOUSTON TURNING BASIN,
 AW3725'THENCE 0.6 MILE SOUTHEAST ALONG THE NORTHEAST BANK OF THE HOUSTON SHIP
 AW3725'CHANNEL, NORTH AND ACROSS THE CHANNEL FROM A TALL SMOKESTACK AT THE
 AW3725'STAR CEMENT CORPORATION, ABOUT 139 YARDS NORTH OF THE CENTER OF A WIRE
 AW3725'GATE IN A FENCE LINE, ABOUT 20 FEET WEST OF THE CENTER OF A DITCH
 AW3725'DRAINING SOUTH INTO THE SHIP CHANNEL, 5 FEET NORTHWEST OF A THORN
 AW3725'TREE, 3 1/2 FEET WEST OF A FENCE, SURROUNDED BY FOUR 4-INCH STEEL
 AW3725'PIPES WHICH PROJECT 3 INCHES, AND SET IN THE TOP OF A CONCRETE POST
 AW3725'FLUSH WITH THE GROUND.
 AW3725
 AW3725                          STATION RECOVERY (1973)
 AW3725
 AW3725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0634 ***********************************************************************
 AW0634  DESIGNATION -  N 1186
 AW0634  PID         -  AW0634
 AW0634  STATE/COUNTY-  TX/GALVESTON
 AW0634  USGS QUAD   -  SEA ISLE (1974)
 AW0634
 AW0634                         *CURRENT SURVEY CONTROL
 AW0634  ___________________________________________________________________
 AW0634* NAD 83(1986)-  29 09 42.     (N)    095 00 29.     (W)     SCALED    
 AW0634* NAVD 88     -         2.885  (meters)       9.47   (feet)  ADJUSTED  
 AW0634  ___________________________________________________________________
 AW0634  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW0634  DYNAMIC HT  -           2.881 (meters)       9.45  (feet)  COMP
 AW0634  MODELED GRAV-     979,250.8   (mgal)                       NAVD 88
 AW0634
 AW0634  VERT ORDER  -  FIRST     CLASS I
 AW0634
 AW0634.The horizontal coordinates were scaled from a topographic map and have
 AW0634.an estimated accuracy of +/- 6 seconds.
 AW0634
 AW0634.The orthometric height was determined by differential leveling
 AW0634.and adjusted by the National Geodetic Survey in June 1991..
 AW0634
 AW0634.The geoid height was determined by GEOID03.
 AW0634
 AW0634.The dynamic height is computed by dividing the NAVD 88
 AW0634.geopotential number by the normal gravity value computed on the
 AW0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0634.degrees latitude (g = 980.6199 gals.).
 AW0634
 AW0634.The modeled gravity was interpolated from observed gravity values.
 AW0634
 AW0634;                    North         East    Units  Estimated Accuracy
 AW0634;SPC TXSC     - 4,153,840.      988,240.      MT  (+/- 180 meters Scaled)
 AW0634
 AW0634                          SUPERSEDED SURVEY CONTROL
 AW0634
 AW0634  NGVD 29 (12/23/87)    2.882  (m)            9.46   (f) ADJUSTED    1 1
 AW0634
 AW0634.Superseded values are not recommended for survey control.
 AW0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0634.See file dsdata.txt to determine how the superseded data were derived.
 AW0634
 AW0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN046275(NAD 83)
 AW0634_MARKER: DB = BENCH MARK DISK
 AW0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0634_SP_SET: COPPER-CLAD STEEL ROD
 AW0634_STAMPING: N 1186 1964
 AW0634_MARK LOGO: CGS   
 AW0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0634+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 AW0634
 AW0634  HISTORY     - Date     Condition        Report By
 AW0634  HISTORY     - 1964     MONUMENTED       CGS
 AW0634  HISTORY     - 1971     GOOD             NGS
 AW0634  HISTORY     - 1978     GOOD             NGS
 AW0634  HISTORY     - 1987     GOOD             USPSQD
 AW0634  HISTORY     - 1987     GOOD             USPSQD
 AW0634  HISTORY     - 1987     GOOD             NGS
 AW0634  HISTORY     - 1988     GOOD             USPSQD
 AW0634  HISTORY     - 1988     GOOD             USPSQD
 AW0634  HISTORY     - 1988     GOOD             USPSQD
 AW0634  HISTORY     - 19990604 GOOD             USPSQD
 AW0634  HISTORY     - 20031125 GOOD             USPSQD
 AW0634  HISTORY     - 20040402 GOOD             USPSQD
 AW0634  HISTORY     - 20050502 GOOD             USPSQD
 AW0634
 AW0634                          STATION DESCRIPTION
 AW0634
 AW0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0634'17.85 MI SW FROM GALVESTON.
 AW0634'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0634'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0634'NORTHWEST ALONG A PAVED ROAD, THENCE 11.1 MILES SOUTHWEST ALONG
 AW0634'STEWART ROAD, ABOUT 0.1 MILE EAST OF A HOUSE, 59 FEET NORTHWEST OF THE
 AW0634'CENTER LINE OF THE ROAD, 42 1/2 FEET NORTHEAST OF THE CENTER LINE OF A
 AW0634'PRIVATE DRIVEWAY LEADING NORTHWEST TO A HOUSE, 5 FEET SOUTHWEST OF A
 AW0634'POWER POLE, 2 FEET SOUTHEAST OF A FENCE, 1.8 FEET NORTHEAST OF A
 AW0634'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 AW0634'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS
 AW0634'ENCASED IN A 6-INCH IRON PIPE THAT PROJECTS 4 INCHES.
 AW0634
 AW0634                          STATION RECOVERY (1971)
 AW0634
 AW0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0634'RECOVERED IN GOOD CONDITION.
 AW0634
 AW0634                          STATION RECOVERY (1978)
 AW0634
 AW0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0634'RECOVERED IN GOOD CONDITION.
 AW0634
 AW0634                          STATION RECOVERY (1987)
 AW0634
 AW0634'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0634'RECOVERED IN GOOD CONDITION.
 AW0634
 AW0634                          STATION RECOVERY (1987)
 AW0634
 AW0634'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0634'RECOVERED IN GOOD CONDITION.
 AW0634
 AW0634                          STATION RECOVERY (1987)
 AW0634
 AW0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0634'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--4.2
 AW0634'KM (2.6 MI) SOUTHWEST OF THE INTERSECTION OF BUCCANEER DRIVE, AND
 AW0634'4.3 M (14.1 FT) SOUTHWEST OF UTILITY POLE NUMBER 148.
 AW0634'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AW0634
 AW0634                          STATION RECOVERY (1988)
 AW0634
 AW0634'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0634'RECOVERED IN GOOD CONDITION.
 AW0634
 AW0634                          STATION RECOVERY (1988)
 AW0634
 AW0634'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0634'RECOVERED IN GOOD CONDITION.
 AW0634
 AW0634                          STATION RECOVERY (1988)
 AW0634
 AW0634'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0634'RECOVERED IN GOOD CONDITION.
 AW0634
 AW0634                          STATION RECOVERY (1999)
 AW0634
 AW0634'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0634'RECOVERED IN GOOD CONDITION.
 AW0634
 AW0634                          STATION RECOVERY (2003)
 AW0634
 AW0634'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AW0634'RECOVERED IN GOOD CONDITION.
 AW0634
 AW0634                          STATION RECOVERY (2004)
 AW0634
 AW0634'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0634'POLE NUMBER 148 HAS BEEN CHANGED TO POLE NUMBER 19740
 AW0634
 AW0634                          STATION RECOVERY (2005)
 AW0634
 AW0634'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AW0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1023 ***********************************************************************
 AW1023  DESIGNATION -  N 1187
 AW1023  PID         -  AW1023
 AW1023  STATE/COUNTY-  TX/HARRIS
 AW1023  USGS QUAD   -  LEAGUE CITY (1995)
 AW1023
 AW1023                         *CURRENT SURVEY CONTROL
 AW1023  ___________________________________________________________________
 AW1023* NAD 83(1986)-  29 34 03.     (N)    095 05 44.     (W)     SCALED    
 AW1023* NAVD 88     -         4.896  (meters)      16.06   (feet)  READJUSTED
 AW1023  ___________________________________________________________________
 AW1023  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1023  DYNAMIC HT  -           4.890 (meters)      16.04  (feet)  COMP
 AW1023  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 AW1023
 AW1023  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 AW1023
 AW1023.The horizontal coordinates were scaled from a topographic map and have
 AW1023.an estimated accuracy of +/- 6 seconds.
 AW1023
 AW1023.The orthometric height was determined by differential leveling
 AW1023.and adjusted by the National Geodetic Survey in August 1995..
 AW1023.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 AW1023.distribution rate of 4.1 thru 8.0 mm/km.
 AW1023.The height was derived from older observations constrained to new
 AW1023.heights in a crustal motion area.  The height is approximate in
 AW1023.relation to other heights in its vicinity.
 AW1023
 AW1023.The geoid height was determined by GEOID03.
 AW1023
 AW1023.The dynamic height is computed by dividing the NAVD 88
 AW1023.geopotential number by the normal gravity value computed on the
 AW1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1023.degrees latitude (g = 980.6199 gals.).
 AW1023
 AW1023.The modeled gravity was interpolated from observed gravity values.
 AW1023
 AW1023;                    North         East    Units  Estimated Accuracy
 AW1023;SPC TXSC     - 4,198,510.      978,230.      MT  (+/- 180 meters Scaled)
 AW1023
 AW1023                          SUPERSEDED SURVEY CONTROL
 AW1023
 AW1023  NAVD 88 (06/15/91)    4.905  (m)           16.09   (f) UNKNOWN     1 2
 AW1023  NGVD 29 (12/23/87)    4.902  (m)           16.08   (f) ADJUSTED    1 2
 AW1023
 AW1023.Superseded values are not recommended for survey control.
 AW1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1023.See file dsdata.txt to determine how the superseded data were derived.
 AW1023
 AW1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN969726(NAD 83)
 AW1023_MARKER: DB = BENCH MARK DISK
 AW1023_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1023+WITH SETTING: PAVEMENT
 AW1023_SP_SET: CONCRETE SLAB OF WELL
 AW1023_STAMPING: N 1187 1964
 AW1023_MARK LOGO: CGS   
 AW1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1023+STABILITY: SURFACE MOTION
 AW1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1023+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AW1023
 AW1023  HISTORY     - Date     Condition        Report By
 AW1023  HISTORY     - 1964     MONUMENTED       CGS
 AW1023  HISTORY     - 1973     GOOD             NGS
 AW1023  HISTORY     - 1978     GOOD             NGS
 AW1023  HISTORY     - 1983     GOOD             NGS
 AW1023  HISTORY     - 1987     GOOD             USPSQD
 AW1023  HISTORY     - 1987     GOOD             USPSQD
 AW1023  HISTORY     - 1987     GOOD             NGS
 AW1023  HISTORY     - 1988     GOOD             USPSQD
 AW1023  HISTORY     - 1988     GOOD             USPSQD
 AW1023  HISTORY     - 1988     GOOD             USPSQD
 AW1023  HISTORY     - 1988     GOOD             USPSQD
 AW1023  HISTORY     - 1989     GOOD             USPSQD
 AW1023  HISTORY     - 1989     GOOD             USPSQD
 AW1023  HISTORY     - 1989     GOOD             USPSQD
 AW1023  HISTORY     - 1990     GOOD             USPSQD
 AW1023  HISTORY     - 19910216 GOOD             USPSQD
 AW1023  HISTORY     - 19911111 GOOD             SURCON
 AW1023  HISTORY     - 19981017 GOOD             USPSQD
 AW1023  HISTORY     - 20010127 GOOD             USPSQD
 AW1023  HISTORY     - 20050622 GOOD             NASA
 AW1023
 AW1023                          STATION DESCRIPTION
 AW1023
 AW1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1023'IN JMC.
 AW1023'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, 0.5 MILES WEST ALONG
 AW1023'AVENUE B FROM THE JUNCTION OF SECOND STREET, AT WATER WELL NO. 2, IN
 AW1023'THE TOP AND 1.3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE
 AW1023'PLATFORM FOR THE WATER PUMP, 102.2 FEET NORTH-NORTHWEST OF THE CENTER
 AW1023'LINE OF AVENUE B, 70.8 FEET NORTH-NORTHEAST OF A METAL STREET LIGHT
 AW1023'POLE, 3.0 FEET LOWER THAN THE AVENUE, AND ABOUT LEVEL WITH THE GROUND.
 AW1023
 AW1023                          STATION RECOVERY (1978)
 AW1023
 AW1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1983)
 AW1023
 AW1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1023'RECOVERED IN GOOD CONDITION.  NOTE, SHOULD READ 3.2 KM (2.0 MI)
 AW1023'NORTHEAST ALONG NASA 1 ROAD FROM THE JUNCTION OF STATE ROUTE 3 IN
 AW1023'WEBSTER, THENCE 0.24 KM (0.15 MI) NORTH ALONG AN ACCESS ROAD TO THE
 AW1023'NASA SPACECRAFT CENTER, THENCE 0.5 KM (0.3 MI) WEST ALONG A PAVED
 AW1023'ROAD, THENCE 1.0 KM (0.6 MI) NORTH ALONG SECOND STREET, THENCE 0.8 KM
 AW1023'(0.5 MI) WEST ALONG AVENUE B.  NOTE, NOT LEVELED THIS SURVEY.
 AW1023
 AW1023                          STATION RECOVERY (1987)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1987)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1987)
 AW1023
 AW1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1988)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1988)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1988)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1988)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1989)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1989)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1989)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1990)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1991)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1991 (ER)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1991)
 AW1023
 AW1023'RECOVERY NOTE BY SURVEYING CONSULTANTS 1991
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (1998)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (2001)
 AW1023
 AW1023'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJH)
 AW1023'RECOVERED IN GOOD CONDITION.
 AW1023
 AW1023                          STATION RECOVERY (2005)
 AW1023
 AW1023'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3552 ***********************************************************************
 AW3552  DESIGNATION -  N 1188
 AW3552  PID         -  AW3552
 AW3552  STATE/COUNTY-  TX/HARRIS
 AW3552  USGS QUAD   -  HIGHLANDS (1995)
 AW3552
 AW3552                         *CURRENT SURVEY CONTROL
 AW3552  ___________________________________________________________________
 AW3552* NAD 83(1986)-  29 45 02.     (N)    095 06 06.     (W)     SCALED    
 AW3552* NAVD 88     -         7.33   (+/-2cm)      24.0    (feet)  VERTCON   
 AW3552  ___________________________________________________________________
 AW3552  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3552
 AW3552  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3552
 AW3552.The horizontal coordinates were scaled from a topographic map and have
 AW3552.an estimated accuracy of +/- 6 seconds.
 AW3552
 AW3552.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3552.The vertical order pertains to the NGVD 29 superseded value.
 AW3552
 AW3552.The geoid height was determined by GEOID03.
 AW3552
 AW3552;                    North         East    Units  Estimated Accuracy
 AW3552;SPC TXSC     - 4,218,760.      976,960.      MT  (+/- 180 meters Scaled)
 AW3552
 AW3552                          SUPERSEDED SURVEY CONTROL
 AW3552
 AW3552  NGVD 29 (??/??/92)    7.325  (m)           24.03   (f) ADJ UNCH    1 2
 AW3552
 AW3552.Superseded values are not recommended for survey control.
 AW3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3552.See file dsdata.txt to determine how the superseded data were derived.
 AW3552
 AW3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN967929(NAD 83)
 AW3552_MARKER: DB = BENCH MARK DISK
 AW3552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3552_SP_SET: FOUNDATION
 AW3552_STAMPING: N 1188 1964
 AW3552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3552
 AW3552  HISTORY     - Date     Condition        Report By
 AW3552  HISTORY     - 1964     MONUMENTED       CGS
 AW3552  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 AW3552
 AW3552                          STATION DESCRIPTION
 AW3552
 AW3552'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3552'1.85 MI SW FROM LYNCHBURG.
 AW3552'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW3552'LANDING AT LYNCHBURG, THENCE 0.25 MILE WEST THROUGH THE SAN JACINTO
 AW3552'PARK TO A ROW OF PYLONS WITH LINES CROSSING OVER THE HOUSTON SHIP
 AW3552'CHANNEL, THENCE 0.35 MILE WEST ACROSS THE SHIP CHANNEL, THENCE 0.55
 AW3552'MILE SOUTHWEST ALONG THE SHORE OF THE SHIP CHANNEL TO GATE NUMBER 5 IN
 AW3552'THE NORTHEAST BOUNDARY FENCE OF THE SAN JACINTO ORDNANCE DEPOT, 67 1/2
 AW3552'FEET NORTHWEST OF THE FENCE, 3 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 AW3552'FACE OF BRICK BUILDING NUMBER D-5, 20 1/2 FEET NORTHEAST OF A 14-INCH
 AW3552'OAK TREE, SET IN THE TOP OF THE WEST CORNER OF A SMALL CONCRETE
 AW3552'FOUNDATION SUPPORTING A LARGE EXHAUST PIPE FROM A MOTOR INSIDE THE
 AW3552'BUILDING, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 AW3552
 AW3552                          STATION RECOVERY (1980)
 AW3552
 AW3552'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW3552'NEW ADDITION OF A BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0103 ***********************************************************************
 CC0103  DESIGNATION -  N 1189
 CC0103  PID         -  CC0103
 CC0103  STATE/COUNTY-  TX/MIDLAND
 CC0103  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0103
 CC0103                         *CURRENT SURVEY CONTROL
 CC0103  ___________________________________________________________________
 CC0103* NAD 83(1986)-  31 57 34.     (N)    102 04 12.     (W)     SCALED    
 CC0103* NAVD 88     -       841.530  (meters)    2760.92   (feet)  ADJUSTED  
 CC0103  ___________________________________________________________________
 CC0103  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CC0103  DYNAMIC HT  -         840.348 (meters)    2757.04  (feet)  COMP
 CC0103  MODELED GRAV-     979,206.5   (mgal)                       NAVD 88
 CC0103
 CC0103  VERT ORDER  -  SECOND    CLASS 0
 CC0103
 CC0103.The horizontal coordinates were scaled from a topographic map and have
 CC0103.an estimated accuracy of +/- 6 seconds.
 CC0103
 CC0103.The orthometric height was determined by differential leveling
 CC0103.and adjusted by the National Geodetic Survey in June 1991..
 CC0103
 CC0103.The geoid height was determined by GEOID03.
 CC0103
 CC0103.The dynamic height is computed by dividing the NAVD 88
 CC0103.geopotential number by the normal gravity value computed on the
 CC0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0103.degrees latitude (g = 980.6199 gals.).
 CC0103
 CC0103.The modeled gravity was interpolated from observed gravity values.
 CC0103
 CC0103;                    North         East    Units  Estimated Accuracy
 CC0103;SPC TX C     - 3,255,460.      535,830.      MT  (+/- 180 meters Scaled)
 CC0103
 CC0103                          SUPERSEDED SURVEY CONTROL
 CC0103
 CC0103  NGVD 29 (??/??/92)  841.166  (m)         2759.73   (f) ADJ UNCH    2 0
 CC0103
 CC0103.Superseded values are not recommended for survey control.
 CC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0103.See file dsdata.txt to determine how the superseded data were derived.
 CC0103
 CC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR769396(NAD 83)
 CC0103_MARKER: DB = BENCH MARK DISK
 CC0103_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0103_SP_SET: 14 FT
 CC0103_STAMPING: N 1189 1967
 CC0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0103
 CC0103  HISTORY     - Date     Condition        Report By
 CC0103  HISTORY     - 1967     MONUMENTED       CGS
 CC0103
 CC0103                          STATION DESCRIPTION
 CC0103
 CC0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0103'2.6 MI S FROM MIDLAND.
 CC0103'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0103'THE STATION AT MIDLAND, THENCE 2.45 MILES SOUTH ALONG STATE HIGHWAY
 CC0103'349, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 74 FEET SOUTH OF
 CC0103'THE CENTER LINE OF A DIRT ROAD WHICH LEADS WEST, 52 FEET SOUTH OF A
 CC0103'FENCE CORNER, 6 1/2 FEET NORTH OF A POWER POLE, 1 1/2 FEET EAST OF A
 CC0103'FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 CC0103'LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 CC0103'THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED IN A 5-INCH IRON
 CC0103'PIPE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0043 ***********************************************************************
 BN0043  DESIGNATION -  N 119
 BN0043  PID         -  BN0043
 BN0043  STATE/COUNTY-  TX/LLANO
 BN0043  USGS QUAD   -  KINGSLAND (1982)
 BN0043
 BN0043                         *CURRENT SURVEY CONTROL
 BN0043  ___________________________________________________________________
 BN0043* NAD 83(1986)-  30 39 37.     (N)    098 26 20.     (W)     SCALED    
 BN0043* NAVD 88     -       255.740  (meters)     839.04   (feet)  ADJUSTED  
 BN0043  ___________________________________________________________________
 BN0043  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 BN0043  DYNAMIC HT  -         255.401 (meters)     837.93  (feet)  COMP
 BN0043  MODELED GRAV-     979,308.5   (mgal)                       NAVD 88
 BN0043
 BN0043  VERT ORDER  -  SECOND    CLASS 0
 BN0043
 BN0043.The horizontal coordinates were scaled from a topographic map and have
 BN0043.an estimated accuracy of +/- 6 seconds.
 BN0043
 BN0043.The orthometric height was determined by differential leveling
 BN0043.and adjusted by the National Geodetic Survey in June 1991..
 BN0043
 BN0043.The geoid height was determined by GEOID03.
 BN0043
 BN0043.The dynamic height is computed by dividing the NAVD 88
 BN0043.geopotential number by the normal gravity value computed on the
 BN0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0043.degrees latitude (g = 980.6199 gals.).
 BN0043
 BN0043.The modeled gravity was interpolated from observed gravity values.
 BN0043
 BN0043;                    North         East    Units  Estimated Accuracy
 BN0043;SPC TX C     - 3,111,690.      881,540.      MT  (+/- 180 meters Scaled)
 BN0043
 BN0043                          SUPERSEDED SURVEY CONTROL
 BN0043
 BN0043  NGVD 29 (??/??/92)  255.691  (m)          838.88   (f) ADJ UNCH    2 0
 BN0043
 BN0043.Superseded values are not recommended for survey control.
 BN0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0043.See file dsdata.txt to determine how the superseded data were derived.
 BN0043
 BN0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU537920(NAD 83)
 BN0043_MARKER: DB = BENCH MARK DISK
 BN0043_SETTING: 66 = SET IN ROCK OUTCROP
 BN0043_SP_SET: ROCK OUTCROP
 BN0043_STAMPING: N-119 1933
 BN0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0043+STABILITY: POSITION/ELEVATION WELL
 BN0043
 BN0043  HISTORY     - Date     Condition        Report By
 BN0043  HISTORY     - 1933     MONUMENTED       CGS
 BN0043  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0043
 BN0043                          STATION DESCRIPTION
 BN0043
 BN0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0043'IN KINGSLAND.
 BN0043'ALONG THE TEXAS AND NEW ORLEANS R.R. TRACKS 3 POLES WEST OF THE
 BN0043'STATION AND 1 POLE EAST OF M.P. 80 AND 50 FT. SOUTH OF THE CENTERLINE
 BN0043'OF THE TRACKS IN THE NORTH AND CENTER OF A GROUP OF OUTCROP ROCK.
 BN0043
 BN0043                          STATION RECOVERY (1967)
 BN0043
 BN0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0410 ***********************************************************************
 CB0410  DESIGNATION -  N 1190
 CB0410  PID         -  CB0410
 CB0410  STATE/COUNTY-  TX/UPTON
 CB0410  USGS QUAD   -  LINDSEY RANCH (1970)
 CB0410
 CB0410                         *CURRENT SURVEY CONTROL
 CB0410  ___________________________________________________________________
 CB0410* NAD 83(1986)-  31 23 04.     (N)    101 56 24.     (W)     SCALED    
 CB0410* NAVD 88     -       827.087  (meters)    2713.53   (feet)  ADJUSTED  
 CB0410  ___________________________________________________________________
 CB0410  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CB0410  DYNAMIC HT  -         825.889 (meters)    2709.60  (feet)  COMP
 CB0410  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 CB0410
 CB0410  VERT ORDER  -  SECOND    CLASS 0
 CB0410
 CB0410.The horizontal coordinates were scaled from a topographic map and have
 CB0410.an estimated accuracy of +/- 6 seconds.
 CB0410
 CB0410.The orthometric height was determined by differential leveling
 CB0410.and adjusted by the National Geodetic Survey in June 1991..
 CB0410
 CB0410.The geoid height was determined by GEOID03.
 CB0410
 CB0410.The dynamic height is computed by dividing the NAVD 88
 CB0410.geopotential number by the normal gravity value computed on the
 CB0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0410.degrees latitude (g = 980.6199 gals.).
 CB0410
 CB0410.The modeled gravity was interpolated from observed gravity values.
 CB0410
 CB0410;                    North         East    Units  Estimated Accuracy
 CB0410;SPC TX C     - 3,191,530.      547,200.      MT  (+/- 180 meters Scaled)
 CB0410
 CB0410                          SUPERSEDED SURVEY CONTROL
 CB0410
 CB0410  NGVD 29 (??/??/92)  826.759  (m)         2712.46   (f) ADJ UNCH    2 0
 CB0410
 CB0410.Superseded values are not recommended for survey control.
 CB0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0410.See file dsdata.txt to determine how the superseded data were derived.
 CB0410
 CB0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV204759(NAD 83)
 CB0410_MARKER: DB = BENCH MARK DISK
 CB0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0410_STAMPING: N 1190 1967
 CB0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0410+STABILITY: SURFACE MOTION
 CB0410
 CB0410  HISTORY     - Date     Condition        Report By
 CB0410  HISTORY     - 1967     MONUMENTED       CGS
 CB0410
 CB0410                          STATION DESCRIPTION
 CB0410
 CB0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0410'11.15 MI N FROM RANKIN.
 CB0410'ABOUT 11.15 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0410'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.15 MILE SOUTH
 CB0410'OF THE CROSSING OF THE HIGHWAY AND THE PHILLIPS PETROLEUM COMPANY PIPE
 CB0410'LINE, 103 YARDS SOUTHWEST OF A METAL WINDMILL ON THE TOMMY OWENS
 CB0410'ROCKER R RANCH, 57 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 57
 CB0410'FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD, 2 FEET WEST OF A FENCE,
 CB0410'1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 CB0410'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CB0410'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0737 ***********************************************************************
 AN0737  DESIGNATION -  N 1192
 AN0737  PID         -  AN0737
 AN0737  STATE/COUNTY-  TX/VICTORIA
 AN0737  USGS QUAD   -  INEZ (1995)
 AN0737
 AN0737                         *CURRENT SURVEY CONTROL
 AN0737  ___________________________________________________________________
 AN0737* NAD 83(1986)-  28 54 16.     (N)    096 47 21.     (W)     SCALED    
 AN0737* NAVD 88     -        19.64   (+/-2cm)      64.4    (feet)  VERTCON   
 AN0737  ___________________________________________________________________
 AN0737  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0737
 AN0737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0737
 AN0737.The horizontal coordinates were scaled from a topographic map and have
 AN0737.an estimated accuracy of +/- 6 seconds.
 AN0737
 AN0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0737.The vertical order pertains to the NGVD 29 superseded value.
 AN0737
 AN0737.The geoid height was determined by GEOID03.
 AN0737
 AN0737;                    North         East    Units  Estimated Accuracy
 AN0737;SPC TXSC     - 4,120,750.      815,580.      MT  (+/- 180 meters Scaled)
 AN0737
 AN0737                          SUPERSEDED SURVEY CONTROL
 AN0737
 AN0737  NGVD 29 (??/??/92)   19.699  (m)           64.63   (f) ADJ UNCH    2 0
 AN0737
 AN0737.Superseded values are not recommended for survey control.
 AN0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0737.See file dsdata.txt to determine how the superseded data were derived.
 AN0737
 AN0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS155994(NAD 83)
 AN0737_MARKER: DB = BENCH MARK DISK
 AN0737_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0737_SP_SET: 40 FEET
 AN0737_STAMPING: N 1192 1972
 AN0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0737
 AN0737  HISTORY     - Date     Condition        Report By
 AN0737  HISTORY     - 1972     MONUMENTED       NGS
 AN0737  HISTORY     - 19910428 GOOD             USPSQD
 AN0737
 AN0737                          STATION DESCRIPTION
 AN0737
 AN0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0737'0.1 MI NE FROM INEZ.
 AN0737'ABOUT 0.1 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN0737'CROSSING OF FARM ROAD 444 AT INEZ, AT THE 2ND ROAD CROSSING NORTHEAST
 AN0737'OF FARM ROAD 444, 135 FEET SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD
 AN0737'CROSSING, 35.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 35 FEET NORTHWEST
 AN0737'OF THE CENTER LINE OF A BLACK TOP ROAD PARALLELING THE TRACK, 2 FEET
 AN0737'NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS
 AN0737'POST, ABOUT LEVEL WITH THE TRACK, AND IS A DISK ON THE TOP OF A COPPER
 AN0737'COATED STEEL ROD FLUSH WITH THE LEVEL OF THE GROUND AND PROTECTED BY A
 AN0737'6 INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 AN0737'GROUND.  THE DISK WAS DRIVEN TO A DEPTH OF 40 FEET.
 AN0737
 AN0737                          STATION RECOVERY (1991)
 AN0737
 AN0737'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0887 ***********************************************************************
 AX0887  DESIGNATION -  N 1193
 AX0887  PID         -  AX0887
 AX0887  STATE/COUNTY-  TX/JACKSON
 AX0887  USGS QUAD   -  GANADO (1981)
 AX0887
 AX0887                         *CURRENT SURVEY CONTROL
 AX0887  ___________________________________________________________________
 AX0887* NAD 83(1986)-  29 05 59.     (N)    096 35 10.     (W)     SCALED    
 AX0887* NAVD 88     -        25.14   (+/-2cm)      82.5    (feet)  VERTCON   
 AX0887  ___________________________________________________________________
 AX0887  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0887
 AX0887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0887
 AX0887.The horizontal coordinates were scaled from a topographic map and have
 AX0887.an estimated accuracy of +/- 6 seconds.
 AX0887
 AX0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0887.The vertical order pertains to the NGVD 29 superseded value.
 AX0887
 AX0887.The geoid height was determined by GEOID03.
 AX0887
 AX0887;                    North         East    Units  Estimated Accuracy
 AX0887;SPC TXSC     - 4,142,770.      834,930.      MT  (+/- 180 meters Scaled)
 AX0887
 AX0887                          SUPERSEDED SURVEY CONTROL
 AX0887
 AX0887  NGVD 29 (??/??/92)   25.144  (m)           82.49   (f) ADJ UNCH    2 0
 AX0887
 AX0887.Superseded values are not recommended for survey control.
 AX0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0887.See file dsdata.txt to determine how the superseded data were derived.
 AX0887
 AX0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT349214(NAD 83)
 AX0887_MARKER: DB = BENCH MARK DISK
 AX0887_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0887+WITH SETTING: INTO GROUND
 AX0887_STAMPING: N 1193 1972
 AX0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0887+STABILITY: SURFACE MOTION
 AX0887
 AX0887  HISTORY     - Date     Condition        Report By
 AX0887  HISTORY     - 1972     MONUMENTED       NGS
 AX0887
 AX0887                          STATION DESCRIPTION
 AX0887
 AX0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0887'7.4 MI NW FROM GANADO.
 AX0887'ABOUT 1.9 MILES NORTH ALONG FARM TO MARKET ROAD NO. 710 FROM THE
 AX0887'INTERSECTION OF U. S. HIGHWAY 59 AT GANADO, THENCE 1.7 MILES WEST
 AX0887'ALONG MATUS ROAD, THENCE 0.65 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 AX0887'3.25 MILES NORTHWEST ALONG CORDELE ROAD, 0.6 MILE EAST OF THE JUNCTION
 AX0887'OF BAGBY AND CORDELE ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 AX0887'EAST FROM CORDELE ROAD, 70 FEET EAST OF THE CENTER LINE OF CORDELE
 AX0887'ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 48 1/2 FEET
 AX0887'EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE,
 AX0887'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 AX0887'ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 AX0887'METAL BASE PLATE.  THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND
 AX0887'ENCASED IN A 6-INCH PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 AX0887'GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 1.5 MILES SOUTH ALONG
 AX0887'FARM TO MARKET ROAD NO. 530 FROM THE METHODIST CHURCH AT CORDELE,
 AX0887'THENCE 3.05 MILES SOUTHEAST ALONG BAGBY ROAD, THENCE 0.65 MILE EAST
 AX0887'ALONG CORDELE ROAD TO BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0638 ***********************************************************************
 AN0638  DESIGNATION -  N 1195
 AN0638  PID         -  AN0638
 AN0638  STATE/COUNTY-  TX/VICTORIA
 AN0638  USGS QUAD   -  MARCADO CREEK (1995)
 AN0638
 AN0638                         *CURRENT SURVEY CONTROL
 AN0638  ___________________________________________________________________
 AN0638* NAD 83(1986)-  28 49 07.     (N)    096 45 01.     (W)     SCALED    
 AN0638* NAVD 88     -        14.75   (+/-2cm)      48.4    (feet)  VERTCON   
 AN0638  ___________________________________________________________________
 AN0638  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0638
 AN0638  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0638
 AN0638.The horizontal coordinates were scaled from a topographic map and have
 AN0638.an estimated accuracy of +/- 6 seconds.
 AN0638
 AN0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0638.The vertical order pertains to the NGVD 29 superseded value.
 AN0638
 AN0638.The geoid height was determined by GEOID03.
 AN0638
 AN0638;                    North         East    Units  Estimated Accuracy
 AN0638;SPC TXSC     - 4,111,310.      819,560.      MT  (+/- 180 meters Scaled)
 AN0638
 AN0638                          SUPERSEDED SURVEY CONTROL
 AN0638
 AN0638  NGVD 29 (??/??/92)   14.854  (m)           48.73   (f) ADJ UNCH    2 0
 AN0638
 AN0638.Superseded values are not recommended for survey control.
 AN0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0638.See file dsdata.txt to determine how the superseded data were derived.
 AN0638
 AN0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS195899(NAD 83)
 AN0638_MARKER: DB = BENCH MARK DISK
 AN0638_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0638+WITH SETTING: INTO GROUND
 AN0638_STAMPING: N 1195 1972
 AN0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0638+STABILITY: SURFACE MOTION
 AN0638
 AN0638  HISTORY     - Date     Condition        Report By
 AN0638  HISTORY     - 1972     MONUMENTED       NGS
 AN0638  HISTORY     - 19910428 GOOD             USPSQD
 AN0638
 AN0638                          STATION DESCRIPTION
 AN0638
 AN0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0638'7.3 MI S FROM INEZ.
 AN0638'ABOUT 7.3 MILES SOUTH ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0638'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 0.3 MILE SOUTHWEST
 AN0638'OF A DOUBLE ROW OF POWER LINE POLES SUPPORTING POWER LINES OVER THE
 AN0638'ROAD, 0.25 MILE SOUTHWEST OF THE JUNCTION OF REPKA ROAD, 0.15 MILE
 AN0638'SOUTHWEST OF A WOODEN WATER TANK AND WINDMILL, 49 1/2 FEET SOUTHEAST
 AN0638'OF THE CENTER LINE OF THE FARM ROAD, 17 FEET SOUTHWEST OF A METAL GATE
 AN0638'AT A PASTURE ENTRANCE, 6 1/2 FEET NORTHEAST OF A POWER LINE POLE, 1.2
 AN0638'FEET NORTHWEST OF A FENCE LINE, 0.8 FOOT SOUTHEAST OF A METAL WITNESS
 AN0638'POST, 2 FEET BELOW THE LEVEL OF THE FARM ROAD, AND ON THE TOP OF A 4
 AN0638'FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AN0638'THE DISK IS FLUSH WITH THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 AN0638'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AN0638
 AN0638                          STATION RECOVERY (1991)
 AN0638
 AN0638'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0487 ***********************************************************************
 AN0487  DESIGNATION -  N 1196
 AN0487  PID         -  AN0487
 AN0487  STATE/COUNTY-  TX/VICTORIA
 AN0487  USGS QUAD   -  PLACEDO (1995)
 AN0487
 AN0487                         *CURRENT SURVEY CONTROL
 AN0487  ___________________________________________________________________
 AN0487* NAD 83(1986)-  28 42 11.     (N)    096 48 36.     (W)     SCALED    
 AN0487* NAVD 88     -        14.862  (meters)      48.76   (feet)  ADJUSTED  
 AN0487  ___________________________________________________________________
 AN0487  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0487  DYNAMIC HT  -          14.840 (meters)      48.69  (feet)  COMP
 AN0487  MODELED GRAV-     979,193.1   (mgal)                       NAVD 88
 AN0487
 AN0487  VERT ORDER  -  FIRST     CLASS I
 AN0487
 AN0487.The horizontal coordinates were scaled from a topographic map and have
 AN0487.an estimated accuracy of +/- 6 seconds.
 AN0487
 AN0487.The orthometric height was determined by differential leveling
 AN0487.and adjusted by the National Geodetic Survey in June 1991..
 AN0487
 AN0487.The geoid height was determined by GEOID03.
 AN0487
 AN0487.The dynamic height is computed by dividing the NAVD 88
 AN0487.geopotential number by the normal gravity value computed on the
 AN0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0487.degrees latitude (g = 980.6199 gals.).
 AN0487
 AN0487.The modeled gravity was interpolated from observed gravity values.
 AN0487
 AN0487;                    North         East    Units  Estimated Accuracy
 AN0487;SPC TXSC     - 4,098,390.      813,970.      MT  (+/- 180 meters Scaled)
 AN0487
 AN0487                          SUPERSEDED SURVEY CONTROL
 AN0487
 AN0487  NGVD 29 (??/??/92)   14.985  (m)           49.16   (f) ADJ UNCH    1 1
 AN0487
 AN0487.Superseded values are not recommended for survey control.
 AN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0487.See file dsdata.txt to determine how the superseded data were derived.
 AN0487
 AN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS139770(NAD 83)
 AN0487_MARKER: DB = BENCH MARK DISK
 AN0487_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0487+WITH SETTING: INTO GROUND
 AN0487_STAMPING: N 1196 1972
 AN0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0487+STABILITY: SURFACE MOTION
 AN0487
 AN0487  HISTORY     - Date     Condition        Report By
 AN0487  HISTORY     - 1972     MONUMENTED       NGS
 AN0487  HISTORY     - 1978     GOOD             NGS
 AN0487
 AN0487                          STATION DESCRIPTION
 AN0487
 AN0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0487'1.55 MI NE FROM PLACEDO.
 AN0487'ABOUT 1.55 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AN0487'THE CROSSING OF U.S. HIGHWAY 87 AT PLACEDO, 134 FEET SOUTH-SOUTHWEST
 AN0487'OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD, 110 FEET SOUTHWEST
 AN0487'OF THE CENTER LINE OF THE ROAD, 60 FEET NORTHWEST OF THE CENTER LINE
 AN0487'OF FARM-TO-MARKET ROAD 616, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 AN0487'THE MAIN TRACK, 4 FEET NORTHEAST OF A TELEPHONE POLE, .8 FOOT
 AN0487'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 AN0487'FARM ROAD, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP
 AN0487'OF A 4-FOOT SECTION OF COPPER COATED ROD WHICH IS ATTACHED TO A METAL
 AN0487'BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND IS
 AN0487'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 2 INCHES.
 AN0487
 AN0487                          STATION RECOVERY (1978)
 AN0487
 AN0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0524 ***********************************************************************
 AN0524  DESIGNATION -  N 1197
 AN0524  PID         -  AN0524
 AN0524  STATE/COUNTY-  TX/JACKSON
 AN0524  USGS QUAD   -  LOLITA (1995)
 AN0524
 AN0524                         *CURRENT SURVEY CONTROL
 AN0524  ___________________________________________________________________
 AN0524* NAD 83(1986)-  28 49 56.     (N)    096 34 35.     (W)     SCALED    
 AN0524* NAVD 88     -         1.823  (meters)       5.98   (feet)  ADJUSTED  
 AN0524  ___________________________________________________________________
 AN0524  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0524  DYNAMIC HT  -           1.821 (meters)       5.97  (feet)  COMP
 AN0524  MODELED GRAV-     979,208.3   (mgal)                       NAVD 88
 AN0524
 AN0524  VERT ORDER  -  FIRST     CLASS I
 AN0524
 AN0524.The horizontal coordinates were scaled from a topographic map and have
 AN0524.an estimated accuracy of +/- 6 seconds.
 AN0524
 AN0524.The orthometric height was determined by differential leveling
 AN0524.and adjusted by the National Geodetic Survey in June 1991..
 AN0524
 AN0524.The geoid height was determined by GEOID03.
 AN0524
 AN0524.The dynamic height is computed by dividing the NAVD 88
 AN0524.geopotential number by the normal gravity value computed on the
 AN0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0524.degrees latitude (g = 980.6199 gals.).
 AN0524
 AN0524.The modeled gravity was interpolated from observed gravity values.
 AN0524
 AN0524;                    North         East    Units  Estimated Accuracy
 AN0524;SPC TXSC     - 4,113,160.      836,490.      MT  (+/- 180 meters Scaled)
 AN0524
 AN0524                          SUPERSEDED SURVEY CONTROL
 AN0524
 AN0524  NGVD 29 (??/??/92)    1.939  (m)            6.36   (f) ADJ UNCH    1 1
 AN0524
 AN0524.Superseded values are not recommended for survey control.
 AN0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0524.See file dsdata.txt to determine how the superseded data were derived.
 AN0524
 AN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS364918(NAD 83)
 AN0524_MARKER: DB = BENCH MARK DISK
 AN0524_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0524+WITH SETTING: INTO GROUND
 AN0524_STAMPING: N 1197 1972
 AN0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0524+STABILITY: SURFACE MOTION
 AN0524
 AN0524  HISTORY     - Date     Condition        Report By
 AN0524  HISTORY     - 1972     MONUMENTED       NGS
 AN0524  HISTORY     - 1978     GOOD             NGS
 AN0524
 AN0524                          STATION DESCRIPTION
 AN0524
 AN0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0524'2.1 MI SW FROM LOLITA.
 AN0524'ABOUT 2.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0524'CROSSING OF FARM-TO-MARKET ROAD 1593 AT LOLITA, ON THE NORTHWEST SIDE
 AN0524'OF A PARK WHICH BELONGS TO THE LOINS CLUB, 296 FEET SOUTHEAST AND
 AN0524'ACROSS FARM-TO-MARKET ROAD 616 FROM THE SOUTHEAST RAIL OF THE TRACK,
 AN0524'102 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 165 FEET SOUTH OF
 AN0524'THE EAST CORNER OF A ROAD BRIDGE OVER THE LAVACA RIVER, 102 FEET
 AN0524'NORTHEAST OF THE NORTHEAST BANK OF THE RIVER, 226 FEET SOUTHWEST OF
 AN0524'THE NORTH CORNER OF THE PARK, 2.4 FEET EAST OF A CONCRETE FENCE POST 2
 AN0524'FEET SOUTHEAST OF A POWER POLE, 341.0 FEET WEST OF BENCH MARK D 1197,
 AN0524'221.0 FEET WEST-SOUTHWEST OF BENCH MARK M 1197, 1.0 FOOT SOUTHWEST OF
 AN0524'A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE BRIDGE
 AN0524'FLOOR, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS
 AN0524'ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF
 AN0524'THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 1
 AN0524'INCH.
 AN0524
 AN0524                          STATION RECOVERY (1978)
 AN0524
 AN0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0936 ***********************************************************************
 AX0936  DESIGNATION -  N 1198
 AX0936  PID         -  AX0936
 AX0936  STATE/COUNTY-  TX/FAYETTE
 AX0936  USGS QUAD   -  SCHULENBURG (1981)
 AX0936
 AX0936                         *CURRENT SURVEY CONTROL
 AX0936  ___________________________________________________________________
 AX0936* NAD 83(1986)-  29 44 36.     (N)    096 54 18.     (W)     SCALED    
 AX0936* NAVD 88     -       108.593  (meters)     356.28   (feet)  ADJUSTED  
 AX0936  ___________________________________________________________________
 AX0936  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX0936  DYNAMIC HT  -         108.441 (meters)     355.78  (feet)  COMP
 AX0936  MODELED GRAV-     979,246.9   (mgal)                       NAVD 88
 AX0936
 AX0936  VERT ORDER  -  FIRST     CLASS I
 AX0936
 AX0936.The horizontal coordinates were scaled from a topographic map and have
 AX0936.an estimated accuracy of +/- 6 seconds.
 AX0936
 AX0936.The orthometric height was determined by differential leveling
 AX0936.and adjusted by the National Geodetic Survey in June 1991..
 AX0936
 AX0936.The geoid height was determined by GEOID03.
 AX0936
 AX0936.The dynamic height is computed by dividing the NAVD 88
 AX0936.geopotential number by the normal gravity value computed on the
 AX0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0936.degrees latitude (g = 980.6199 gals.).
 AX0936
 AX0936.The modeled gravity was interpolated from observed gravity values.
 AX0936
 AX0936;                    North         East    Units  Estimated Accuracy
 AX0936;SPC TXSC     - 4,213,500.      802,620.      MT  (+/- 180 meters Scaled)
 AX0936
 AX0936                          SUPERSEDED SURVEY CONTROL
 AX0936
 AX0936  NGVD 29 (??/??/92)  108.554  (m)          356.15   (f) ADJ UNCH    1 1
 AX0936
 AX0936.Superseded values are not recommended for survey control.
 AX0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0936.See file dsdata.txt to determine how the superseded data were derived.
 AX0936
 AX0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT025921(NAD 83)
 AX0936_MARKER: DB = BENCH MARK DISK
 AX0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0936_SP_SET: CULVERT
 AX0936_STAMPING: N 1198 1972
 AX0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0936+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX0936
 AX0936  HISTORY     - Date     Condition        Report By
 AX0936  HISTORY     - 1972     MONUMENTED       NGS
 AX0936  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0936  HISTORY     - 1987     GOOD             USPSQD
 AX0936  HISTORY     - 1990     GOOD             USPSQD
 AX0936  HISTORY     - 1990     GOOD             USPSQD
 AX0936  HISTORY     - 19970608 GOOD             USPSQD
 AX0936  HISTORY     - 20020812 GOOD             USPSQD
 AX0936  HISTORY     - 20041207 GOOD             USPSQD
 AX0936
 AX0936                          STATION DESCRIPTION
 AX0936
 AX0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0936'4.2 MI N FROM SCHULENBURG.
 AX0936'ABOUT 4.2 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0936'U.S. HIGHWAY 90 AT SCHULENBURG, 21 FEET EAST OF THE CENTER LINE OF THE
 AX0936'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL OF
 AX0936'A 5- X 22-FOOT 4-CHANNEL CONCRETE CULVERT, AND ABOUT 1/2 FOOT ABOVE
 AX0936'THE LEVEL OF THE HIGHWAY.
 AX0936
 AX0936                          STATION RECOVERY (1987)
 AX0936
 AX0936'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0936'MARK NOT FOUND.
 AX0936
 AX0936                          STATION RECOVERY (1987)
 AX0936
 AX0936'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0936'RECOVERED IN GOOD CONDITION.
 AX0936
 AX0936                          STATION RECOVERY (1990)
 AX0936
 AX0936'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AX0936'RECOVERED IN GOOD CONDITION.
 AX0936
 AX0936                          STATION RECOVERY (1990)
 AX0936
 AX0936'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0936'RECOVERED IN GOOD CONDITION.
 AX0936
 AX0936                          STATION RECOVERY (1997)
 AX0936
 AX0936'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0936'RECOVERED IN GOOD CONDITION.
 AX0936
 AX0936                          STATION RECOVERY (2002)
 AX0936
 AX0936'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0936'RECOVERED IN GOOD CONDITION.
 AX0936
 AX0936                          STATION RECOVERY (2004)
 AX0936
 AX0936'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1737 ***********************************************************************
 BK1737  DESIGNATION -  N 1199
 BK1737  PID         -  BK1737
 BK1737  STATE/COUNTY-  TX/ORANGE
 BK1737  USGS QUAD   -  ECHO (1994)
 BK1737
 BK1737                         *CURRENT SURVEY CONTROL
 BK1737  ___________________________________________________________________
 BK1737* NAD 83(1986)-  30 09 11.     (N)    093 44 16.     (W)     SCALED    
 BK1737* NAVD 88     -         3.945  (meters)      12.94   (feet)  ADJUSTED  
 BK1737  ___________________________________________________________________
 BK1737  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK1737  DYNAMIC HT  -           3.939 (meters)      12.92  (feet)  COMP
 BK1737  MODELED GRAV-     979,313.5   (mgal)                       NAVD 88
 BK1737
 BK1737  VERT ORDER  -  FIRST     CLASS I
 BK1737
 BK1737.The horizontal coordinates were scaled from a topographic map and have
 BK1737.an estimated accuracy of +/- 6 seconds.
 BK1737
 BK1737.The orthometric height was determined by differential leveling
 BK1737.and adjusted by the National Geodetic Survey in June 1991..
 BK1737
 BK1737.The geoid height was determined by GEOID03.
 BK1737
 BK1737.The dynamic height is computed by dividing the NAVD 88
 BK1737.geopotential number by the normal gravity value computed on the
 BK1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1737.degrees latitude (g = 980.6199 gals.).
 BK1737
 BK1737.The modeled gravity was interpolated from observed gravity values.
 BK1737
 BK1737;                    North         East    Units  Estimated Accuracy
 BK1737;SPC TX C     - 3,072,750.    1,335,020.      MT  (+/- 180 meters Scaled)
 BK1737
 BK1737                          SUPERSEDED SURVEY CONTROL
 BK1737
 BK1737  NGVD 29 (??/??/??)    3.904  (m)           12.81   (f) ADJUSTED    1 1
 BK1737
 BK1737.Superseded values are not recommended for survey control.
 BK1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1737.See file dsdata.txt to determine how the superseded data were derived.
 BK1737
 BK1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP289359(NAD 83)
 BK1737_MARKER: DB = BENCH MARK DISK
 BK1737_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1737_SP_SET: COPPER-CLAD STEEL ROD
 BK1737_STAMPING: N 1199 1972
 BK1737_MARK LOGO: NGS   
 BK1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1737
 BK1737  HISTORY     - Date     Condition        Report By
 BK1737  HISTORY     - 1972     MONUMENTED       NGS
 BK1737  HISTORY     - 1981     GOOD             NGS
 BK1737  HISTORY     - 1986     GOOD             NGS
 BK1737  HISTORY     - 1988     GOOD             USPSQD
 BK1737  HISTORY     - 19880924 GOOD             USPSQD
 BK1737  HISTORY     - 20010401 GOOD             USPSQD
 BK1737  HISTORY     - 20010709 GOOD             JCLS
 BK1737  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1737  HISTORY     - 20040228 GOOD             USPSQD
 BK1737
 BK1737                          STATION DESCRIPTION
 BK1737
 BK1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1737'1.25 MI W FROM ECHO.
 BK1737'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1737'OFFICE OF THE ALPHA PORTLAND CEMENT PLANT AT ECHO, THENCE 0.95 MILE
 BK1737'WEST ALONG FARM ROAD NO. 1130 AND NO. 736, 212 FEET WEST-NORTHWEST OF
 BK1737'THE CENTER OF THE CROSSING WITH A BRANCH LINE OF THE SOUTHERN PACIFIC
 BK1737'RAILROAD, 164 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE MODERN
 BK1737'RANCH TYPE BRICK HOUSE, 94 FEET EAST OF THE CENTERLINE OF A SHELL
 BK1737'DRIVEWAY, 59 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12.6 FEET
 BK1737'EAST OF A FENCE CORNER POST, 6.5 FEET NORTHEAST OF A 32-INCH OAK TREE,
 BK1737'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 BK1737'THE HIGHWAY, A DISK ON THE TOP OF A 5/8 COPPER COATED ROD WHICH WAS
 BK1737'DRIVEN 56 FEET TO REFUSAL WITH DISK PROJECTING 2 INCHES ABOVE THE
 BK1737'GROUND, AND ENCASED IN A 6-INCH, IRON PIPE PROJECTING 3 INCHES ABOVE
 BK1737'THE GROUND.
 BK1737
 BK1737                          STATION RECOVERY (1981)
 BK1737
 BK1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1737'RECOVERED IN GOOD CONDITION.
 BK1737
 BK1737                          STATION RECOVERY (1986)
 BK1737
 BK1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1737'RECOVERED IN GOOD CONDITION.
 BK1737
 BK1737                          STATION RECOVERY (1988)
 BK1737
 BK1737'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1737'RECOVERED IN GOOD CONDITION.
 BK1737
 BK1737                          STATION RECOVERY (1988)
 BK1737
 BK1737'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1737'RECOVERED IN GOOD CONDITION.
 BK1737
 BK1737                          STATION RECOVERY (2001)
 BK1737
 BK1737'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1737'RECOVERED IN GOOD CONDITION.
 BK1737
 BK1737                          STATION RECOVERY (2001)
 BK1737
 BK1737'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BK1737'RECOVERED IN GOOD CONDITION.
 BK1737
 BK1737                          STATION RECOVERY (2002)
 BK1737
 BK1737'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1737'MARK NOT FOUND.
 BK1737
 BK1737                          STATION RECOVERY (2004)
 BK1737
 BK1737'RECOVERY NOTE BY US POWER SQUADRON 2004 (MCK)
 BK1737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0579 ***********************************************************************
 AB0579  DESIGNATION -  N 12
 AB0579  PID         -  AB0579
 AB0579  STATE/COUNTY-  TX/CAMERON
 AB0579  USGS QUAD   -  HARLINGEN (1983)
 AB0579
 AB0579                         *CURRENT SURVEY CONTROL
 AB0579  ___________________________________________________________________
 AB0579* NAD 83(1986)-  26 14 54.     (N)    097 42 34.     (W)     SCALED    
 AB0579* NAVD 88     -        11.034  (meters)      36.20   (feet)  ADJUSTED  
 AB0579  ___________________________________________________________________
 AB0579  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AB0579  DYNAMIC HT  -          11.017 (meters)      36.14  (feet)  COMP
 AB0579  MODELED GRAV-     979,038.0   (mgal)                       NAVD 88
 AB0579
 AB0579  VERT ORDER  -  SECOND    CLASS 0
 AB0579
 AB0579.The horizontal coordinates were scaled from a topographic map and have
 AB0579.an estimated accuracy of +/- 6 seconds.
 AB0579
 AB0579.The orthometric height was determined by differential leveling
 AB0579.and adjusted by the National Geodetic Survey in June 1991..
 AB0579
 AB0579.The geoid height was determined by GEOID03.
 AB0579
 AB0579.The dynamic height is computed by dividing the NAVD 88
 AB0579.geopotential number by the normal gravity value computed on the
 AB0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0579.degrees latitude (g = 980.6199 gals.).
 AB0579
 AB0579.The modeled gravity was interpolated from observed gravity values.
 AB0579
 AB0579;                    North         East    Units  Estimated Accuracy
 AB0579;SPC TX S     - 5,064,690.      378,980.      MT  (+/- 180 meters Scaled)
 AB0579
 AB0579                          SUPERSEDED SURVEY CONTROL
 AB0579
 AB0579  NGVD 29 (??/??/92)   11.132  (m)           36.52   (f) ADJ UNCH    2 0
 AB0579
 AB0579.Superseded values are not recommended for survey control.
 AB0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0579.See file dsdata.txt to determine how the superseded data were derived.
 AB0579
 AB0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ288038(NAD 83)
 AB0579_MARKER: DD = SURVEY DISK
 AB0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0579_SP_SET: CULVERT
 AB0579_STAMPING: N 12 36.22
 AB0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0579
 AB0579  HISTORY     - Date     Condition        Report By
 AB0579  HISTORY     - UNK      MONUMENTED
 AB0579  HISTORY     - 1942     GOOD             NGS
 AB0579  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0579
 AB0579                          STATION DESCRIPTION
 AB0579
 AB0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0579'1.5 MI E FROM COMBES.
 AB0579'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0579'ROAD AND GO 1.5 MILES TO CONCRETE CULVERT AND SITE OF BENCH MARK.
 AB0579'BENCH MARK IS SET HORIZONTALLY IN CENTER OF THE TOP OF THE NORTH
 AB0579'HEADWALL OF THE CULVERT, IT IS 16 FEET NORTH OF AND ABOUT 0.5 FOOT
 AB0579'ABOVE THE CENTERLINE OF THE ROAD.  A CAMERON COUNTY DISK, STAMPED N 12
 AB0579'36.22 AND SET IN A DRILL HOLE.
 AB0579
 AB0579                          STATION RECOVERY (1956)
 AB0579
 AB0579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0394 ***********************************************************************
 CT0394  DESIGNATION -  N 12
 CT0394  PID         -  CT0394
 CT0394  STATE/COUNTY-  TX/CALLAHAN
 CT0394  USGS QUAD   -  PUTNAM SOUTH (1987)
 CT0394
 CT0394                         *CURRENT SURVEY CONTROL
 CT0394  ___________________________________________________________________
 CT0394* NAD 83(1986)-  32 22 18.     (N)    099 14 14.     (W)     SCALED    
 CT0394* NAVD 88     -       459.155  (meters)    1506.41   (feet)  POSTED    
 CT0394  ___________________________________________________________________
 CT0394  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CT0394  DYNAMIC HT  -         458.560 (meters)    1504.46  (feet)  COMP
 CT0394  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 CT0394
 CT0394  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CT0394
 CT0394.The horizontal coordinates were scaled from a topographic map and have
 CT0394.an estimated accuracy of +/- 6 seconds.
 CT0394
 CT0394.The orthometric height was determined by differential leveling
 CT0394.and adjusted by the National Geodetic Survey in 1992..
 CT0394.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CT0394.rate greater than 8.0 mm/km.
 CT0394
 CT0394.The geoid height was determined by GEOID03.
 CT0394
 CT0394.The dynamic height is computed by dividing the NAVD 88
 CT0394.geopotential number by the normal gravity value computed on the
 CT0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0394.degrees latitude (g = 980.6199 gals.).
 CT0394
 CT0394.The modeled gravity was interpolated from observed gravity values.
 CT0394
 CT0394;                    North         East    Units  Estimated Accuracy
 CT0394;SPC TXNC     - 2,078,420.      530,630.      MT  (+/- 180 meters Scaled)
 CT0394
 CT0394                          SUPERSEDED SURVEY CONTROL
 CT0394
 CT0394  NGVD 29 (??/??/92)  459.04   (m)         1506.0    (f) COMPUTED    1 2
 CT0394
 CT0394.Superseded values are not recommended for survey control.
 CT0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0394.See file dsdata.txt to determine how the superseded data were derived.
 CT0394
 CT0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA776816(NAD 83)
 CT0394_MARKER: P = PIPE CAP
 CT0394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0394_STAMPING: ELEV 1506.122 FT N 12
 CT0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0394
 CT0394  HISTORY     - Date     Condition        Report By
 CT0394  HISTORY     - UNK      MONUMENTED       CGS
 CT0394  HISTORY     - 1956     MARK NOT FOUND   NGS
 CT0394
 CT0394                          STATION DESCRIPTION
 CT0394
 CT0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0394'2.5 MI W FROM PUTNAM.
 CT0394'2.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM PUTMAN,
 CT0394'CALLAHAN COUNTY, 12-1/2 POLES WEST OF MILEPOST 376, 150 FEET NORTH OF
 CT0394'A FARMHOUSE, EAST OF AN ABANDONED ROAD CROSSING, AND 35 FEET SOUTH OF
 CT0394'THE CENTERLINE OF THE TRACK.  A STANDARD CAP, STAMPED ELEV 1506.122 FT
 CT0394'N 12 AND SCREWED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 6
 CT0394'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0224 ***********************************************************************
 BN0224  DESIGNATION -  N 120
 BN0224  PID         -  BN0224
 BN0224  STATE/COUNTY-  TX/LLANO
 BN0224  USGS QUAD   -  CASTELL (1967)
 BN0224
 BN0224                         *CURRENT SURVEY CONTROL
 BN0224  ___________________________________________________________________
 BN0224* NAD 83(1986)-  30 42 55.     (N)    098 58 30.     (W)     SCALED    
 BN0224* NAVD 88     -       379.339  (meters)    1244.55   (feet)  ADJUSTED  
 BN0224  ___________________________________________________________________
 BN0224  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 BN0224  DYNAMIC HT  -         378.830 (meters)    1242.88  (feet)  COMP
 BN0224  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 BN0224
 BN0224  VERT ORDER  -  SECOND    CLASS 0
 BN0224
 BN0224.The horizontal coordinates were scaled from a topographic map and have
 BN0224.an estimated accuracy of +/- 6 seconds.
 BN0224
 BN0224.The orthometric height was determined by differential leveling
 BN0224.and adjusted by the National Geodetic Survey in June 1991..
 BN0224
 BN0224.The geoid height was determined by GEOID03.
 BN0224
 BN0224.The dynamic height is computed by dividing the NAVD 88
 BN0224.geopotential number by the normal gravity value computed on the
 BN0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0224.degrees latitude (g = 980.6199 gals.).
 BN0224
 BN0224.The modeled gravity was interpolated from observed gravity values.
 BN0224
 BN0224;                    North         East    Units  Estimated Accuracy
 BN0224;SPC TX C     - 3,117,040.      830,090.      MT  (+/- 180 meters Scaled)
 BN0224
 BN0224                          SUPERSEDED SURVEY CONTROL
 BN0224
 BN0224  NGVD 29 (??/??/92)  379.290  (m)         1244.39   (f) ADJ UNCH    2 0
 BN0224
 BN0224.Superseded values are not recommended for survey control.
 BN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0224.See file dsdata.txt to determine how the superseded data were derived.
 BN0224
 BN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU023980(NAD 83)
 BN0224_MARKER: DB = BENCH MARK DISK
 BN0224_SETTING: 66 = SET IN ROCK OUTCROP
 BN0224_SP_SET: GRANITE ROCK
 BN0224_STAMPING: N 120 1933
 BN0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0224+STABILITY: POSITION/ELEVATION WELL
 BN0224
 BN0224  HISTORY     - Date     Condition        Report By
 BN0224  HISTORY     - 1933     MONUMENTED       CGS
 BN0224
 BN0224                          STATION DESCRIPTION
 BN0224
 BN0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0224'1.6 MI W FROM CASTELL.
 BN0224'1.6 MILES WEST OF CASTELL ALONG LLANO-MASON ROAD.  0.9 MILES WEST OF
 BN0224'LLANO-MASON COUNTY LINE AND 85 FEET WEST OF DIVISION FENCE AND 24 FEET
 BN0224'SOUTH OF RIGHT OF WAY FENCE AT SUMMIT OF SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0178 ***********************************************************************
 BL0178  DESIGNATION -  N 1200
 BL0178  PID         -  BL0178
 BL0178  STATE/COUNTY-  TX/JEFFERSON
 BL0178  USGS QUAD   -  NOME (1984)
 BL0178
 BL0178                         *CURRENT SURVEY CONTROL
 BL0178  ___________________________________________________________________
 BL0178* NAD 83(1986)-  30 02 07.     (N)    094 25 27.     (W)     SCALED    
 BL0178* NAVD 88     -        13.375  (meters)      43.88   (feet)  ADJUSTED  
 BL0178  ___________________________________________________________________
 BL0178  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0178  DYNAMIC HT  -          13.357 (meters)      43.82  (feet)  COMP
 BL0178  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 BL0178
 BL0178  VERT ORDER  -  FIRST     CLASS I
 BL0178
 BL0178.The horizontal coordinates were scaled from a topographic map and have
 BL0178.an estimated accuracy of +/- 6 seconds.
 BL0178
 BL0178.The orthometric height was determined by differential leveling
 BL0178.and adjusted by the National Geodetic Survey in June 1991..
 BL0178
 BL0178.The geoid height was determined by GEOID03.
 BL0178
 BL0178.The dynamic height is computed by dividing the NAVD 88
 BL0178.geopotential number by the normal gravity value computed on the
 BL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0178.degrees latitude (g = 980.6199 gals.).
 BL0178
 BL0178.The modeled gravity was interpolated from observed gravity values.
 BL0178
 BL0178;                    North         East    Units  Estimated Accuracy
 BL0178;SPC TXSC     - 4,252,670.    1,041,210.      MT  (+/- 180 meters Scaled)
 BL0178
 BL0178                          SUPERSEDED SURVEY CONTROL
 BL0178
 BL0178  NGVD 29 (??/??/92)   13.384  (m)           43.91   (f) ADJ UNCH    1 1
 BL0178
 BL0178.Superseded values are not recommended for survey control.
 BL0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0178.See file dsdata.txt to determine how the superseded data were derived.
 BL0178
 BL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP626235(NAD 83)
 BL0178_MARKER: DB = BENCH MARK DISK
 BL0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0178_SP_SET: ROD
 BL0178_STAMPING: N 1200 1972
 BL0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0178
 BL0178  HISTORY     - Date     Condition        Report By
 BL0178  HISTORY     - 1972     MONUMENTED       NGS
 BL0178  HISTORY     - 19870903 MARK NOT FOUND   USPSQD
 BL0178  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0178  HISTORY     - 19900412 MARK NOT FOUND   USPSQD
 BL0178  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 BL0178
 BL0178                          STATION DESCRIPTION
 BL0178
 BL0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0178'IN NOME.
 BL0178'AT NOME, ABOUT 54 YARDS NORTHEAST AND ACROSS US HIGHWAY 90 FROM THE
 BL0178'NORTHEAST CORNER OF THE POST OFFICE, 135 FEET SOUTHEAST OF THE CENTER
 BL0178'OF THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND STATE FARM ROAD
 BL0178'1009, 42.5 FEET NORTH OF THE NORTH CURB LINE OF THE HIGHWAY, 53 FEET
 BL0178'EAST OF THE EXTENDED LINE OF THE EAST WALL OF THE POST OFFICE (A
 BL0178'CONCRETE BLOCK BUILDING WITH A BRICK FRONT), 22 FEET SOUTH OF THE
 BL0178'SOUTH RAIL, 2.5 FEET WEST OF A TELEGRAPH POLE AND IS IN LINE WITH THE
 BL0178'POLES, 1 FOOT EAST OF A METAL WITNESS POST AND ABOUT 1.5 FEET BELOW
 BL0178'THE LEVEL OF THE TRACK, AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF A
 BL0178'5/8-INCH COPPER COATED STEEL ROD PROJECTING 0.2 FOOT.  THE MARK IS
 BL0178'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.3 FOOT.
 BL0178
 BL0178                          STATION RECOVERY (1987)
 BL0178
 BL0178'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0178'MARK NOT FOUND.
 BL0178
 BL0178                          STATION RECOVERY (1988)
 BL0178
 BL0178'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0178'MARK NOT FOUND.
 BL0178
 BL0178                          STATION RECOVERY (1990)
 BL0178
 BL0178'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0178'MARK NOT FOUND.
 BL0178
 BL0178                          STATION RECOVERY (1993)
 BL0178
 BL0178'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0949 ***********************************************************************
 AW0949  DESIGNATION -  N 1201
 AW0949  PID         -  AW0949
 AW0949  STATE/COUNTY-  TX/HARRIS
 AW0949  USGS QUAD   -  HIGHLANDS (1995)
 AW0949
 AW0949                         *CURRENT SURVEY CONTROL
 AW0949  ___________________________________________________________________
 AW0949* NAD 83(1986)-  29 45 29.     (N)    095 01 50.     (W)     SCALED    
 AW0949* NAVD 88     -         6.99   (+/-2cm)      22.9    (feet)  VERTCON   
 AW0949  ___________________________________________________________________
 AW0949  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0949
 AW0949  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0949
 AW0949.The horizontal coordinates were scaled from a topographic map and have
 AW0949.an estimated accuracy of +/- 6 seconds.
 AW0949
 AW0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0949.The vertical order pertains to the NGVD 29 superseded value.
 AW0949
 AW0949.The geoid height was determined by GEOID03.
 AW0949
 AW0949;                    North         East    Units  Estimated Accuracy
 AW0949;SPC TXSC     - 4,219,830.      983,810.      MT  (+/- 180 meters Scaled)
 AW0949
 AW0949                          SUPERSEDED SURVEY CONTROL
 AW0949
 AW0949  NGVD 29 (??/??/??)    6.990  (m)           22.93   (f) ADJUSTED    1 1
 AW0949
 AW0949.Superseded values are not recommended for survey control.
 AW0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0949.See file dsdata.txt to determine how the superseded data were derived.
 AW0949
 AW0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036937(NAD 83)
 AW0949_MARKER: DB = BENCH MARK DISK
 AW0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0949_SP_SET: FOUNDATION
 AW0949_STAMPING: N 1201 1973
 AW0949_MARK LOGO: NGS   
 AW0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0949+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 AW0949
 AW0949  HISTORY     - Date     Condition        Report By
 AW0949  HISTORY     - 1973     MONUMENTED       NGS
 AW0949  HISTORY     - 1976     GOOD             NGS
 AW0949  HISTORY     - 1976     GOOD             NGS
 AW0949  HISTORY     - 1978     GOOD             NGS
 AW0949  HISTORY     - 1983     GOOD             NGS
 AW0949  HISTORY     - 1987     GOOD             USPSQD
 AW0949  HISTORY     - 1987     GOOD             USPSQD
 AW0949  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0949  HISTORY     - 1989     GOOD             USPSQD
 AW0949  HISTORY     - 19940801 GOOD             USPSQD
 AW0949  HISTORY     - 20051228 GOOD             USPSQD
 AW0949
 AW0949                          STATION DESCRIPTION
 AW0949
 AW0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0949'3.15 MI NW FROM BAYTOWN.
 AW0949'ABOUT 0.15 MILE SOUTHWEST ALONG MARKET ST. FROM SUB-STATION A, POST
 AW0949'OFFICE AT BAYTOWN, THENCE 2.85 MILES NORTHWEST ALONG BAYWAY DR.,
 AW0949'THENCE 0.3 MILE EAST ALONG NORTH ST., THENCE 0.15 MILE NORTH ALONG
 AW0949'WOOSTER ST., THENCE 0.15 MILE WEST ALONG COBURN ST., AT THE NORTH SIDE
 AW0949'OF A CHAIN LINK FENCE SURROUNDING A SPHERE (WATER TOWER), 29 FEET
 AW0949'SOUTH OF THE CENTER LINE OF COBURN ST., 37 1/2 FEET EAST OF THE
 AW0949'NORTHWEST CORNER OF A FENCE, 29.8 FEET NORTHEAST OF THE NORTHEAST
 AW0949'CORNER OF A CONCRETE FOUNDATION OF AN ELECTRIC PUMP, 1 1/2 FEET NORTH
 AW0949'OF A FENCE, AND IS A DISK SET ON TOP OF A 4-FOOT LENGTH OF 5/8 -INCH
 AW0949'COPPER COATED STEEL ROD 1-INCH BELOW THE SURFACE OF THE GROUND, AND
 AW0949'PROTECTED BY A 6-INCH IRON PIPE FLUSH WITH THE GROUND.
 AW0949
 AW0949                          STATION RECOVERY (1976)
 AW0949
 AW0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0949'RECOVERED IN GOOD CONDITION.
 AW0949
 AW0949                          STATION RECOVERY (1976)
 AW0949
 AW0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0949'RECOVERED IN GOOD CONDITION.
 AW0949
 AW0949                          STATION RECOVERY (1978)
 AW0949
 AW0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0949'RECOVERED IN GOOD CONDITION.
 AW0949
 AW0949                          STATION RECOVERY (1983)
 AW0949
 AW0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0949'RECOVERED IN GOOD CONDITION.
 AW0949
 AW0949                          STATION RECOVERY (1987)
 AW0949
 AW0949'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWG)
 AW0949'RECOVERED IN GOOD CONDITION.
 AW0949
 AW0949                          STATION RECOVERY (1987)
 AW0949
 AW0949'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0949'RECOVERED IN GOOD CONDITION.
 AW0949
 AW0949                          STATION RECOVERY (1989)
 AW0949
 AW0949'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW0949'MARK NOT FOUND.
 AW0949
 AW0949                          STATION RECOVERY (1989)
 AW0949
 AW0949'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0949'RECOVERED IN GOOD CONDITION.
 AW0949
 AW0949                          STATION RECOVERY (1994)
 AW0949
 AW0949'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0949'RECOVERED IN GOOD CONDITION.
 AW0949
 AW0949                          STATION RECOVERY (2005)
 AW0949
 AW0949'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AW0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0700 ***********************************************************************
 AW0700  DESIGNATION -  N 1202
 AW0700  PID         -  AW0700
 AW0700  STATE/COUNTY-  TX/LIBERTY
 AW0700  USGS QUAD   -  SHEEKS (1993)
 AW0700
 AW0700                         *CURRENT SURVEY CONTROL
 AW0700  ___________________________________________________________________
 AW0700* NAD 83(1986)-  29 58 43.     (N)    094 58 41.     (W)     SCALED    
 AW0700* NAVD 88     -        18.494  (meters)      60.68   (feet)  ADJUSTED  
 AW0700  ___________________________________________________________________
 AW0700  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0700  DYNAMIC HT  -          18.469 (meters)      60.59  (feet)  COMP
 AW0700  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 AW0700
 AW0700  VERT ORDER  -  FIRST     CLASS I
 AW0700
 AW0700.The horizontal coordinates were scaled from a topographic map and have
 AW0700.an estimated accuracy of +/- 6 seconds.
 AW0700
 AW0700.The orthometric height was determined by differential leveling
 AW0700.and adjusted by the National Geodetic Survey in June 1991..
 AW0700
 AW0700.The geoid height was determined by GEOID03.
 AW0700
 AW0700.The dynamic height is computed by dividing the NAVD 88
 AW0700.geopotential number by the normal gravity value computed on the
 AW0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0700.degrees latitude (g = 980.6199 gals.).
 AW0700
 AW0700.The modeled gravity was interpolated from observed gravity values.
 AW0700
 AW0700;                    North         East    Units  Estimated Accuracy
 AW0700;SPC TX C     - 3,047,020.    1,216,640.      MT  (+/- 180 meters Scaled)
 AW0700
 AW0700                          SUPERSEDED SURVEY CONTROL
 AW0700
 AW0700  NGVD 29 (12/23/87)   18.495  (m)           60.68   (f) ADJUSTED    1 1
 AW0700
 AW0700.Superseded values are not recommended for survey control.
 AW0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0700.See file dsdata.txt to determine how the superseded data were derived.
 AW0700
 AW0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP091180(NAD 83)
 AW0700_MARKER: DB = BENCH MARK DISK
 AW0700_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0700_SP_SET: COPPER-CLAD STEEL ROD
 AW0700_STAMPING: N 1202 1972
 AW0700_MARK LOGO: NGS   
 AW0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0700+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0700
 AW0700  HISTORY     - Date     Condition        Report By
 AW0700  HISTORY     - 1972     MONUMENTED       NGS
 AW0700  HISTORY     - 1978     GOOD             NGS
 AW0700  HISTORY     - 1987     GOOD             NGS
 AW0700  HISTORY     - 1989     GOOD             USPSQD
 AW0700  HISTORY     - 19960815 GOOD             USPSQD
 AW0700  HISTORY     - 20040317 GOOD             USPSQD
 AW0700
 AW0700                          STATION DESCRIPTION
 AW0700
 AW0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0700'6.95 MI SW FROM DAYTON.
 AW0700'ABOUT 6.95 MILES SOUTHWEST ALONG US HIGHWAY 90 FROM THE HIGH SCHOOL
 AW0700'THENCE 0.55 MILE NORTHEAST OF THE NORTHEAST END OF THE HIGHWAY BRIDGE
 AW0700'OVER CEDAR BAYOU, AT THE JUNCTION OF THE WEST END OF A DRIVE THROUGH A
 AW0700'SMALL ROADSIDE PARK, 77.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0700'EASTBOUND LANE OF THE HIGHWAY, 65 FEET SOUTHWEST OF THE CENTER LINE OF
 AW0700'THE PARK DRIVE, 36 1/2 FEET SOUTH OF THE SOUTHWEST END OF A 3-FOOT
 AW0700'CONCRETE PIPE CULVERT RUNNING UNDER THE PARK ROAD, 0.9 FOOT NORTHWEST
 AW0700'OF THE WEST CORNER OF THE CHAIN LINK FENCE AROUND THE PARK AND IN LINE
 AW0700'WITH THE NORTHWEST-SOUTHEAST FENCE LINE, 0.5 FOOT NORTHEAST OF A METAL
 AW0700'WTNESS POST AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A
 AW0700'DISK ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD PROTECTED BY A
 AW0700'6-INCH METAL PIPE WHICH PROJECTS 0.2 FOOT.  THE ROD WAS DRIVEN TO A
 AW0700'DEPTH OF 48 FEET.
 AW0700
 AW0700                          STATION RECOVERY (1978)
 AW0700
 AW0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0700'RECOVERED IN GOOD CONDITION.
 AW0700
 AW0700                          STATION RECOVERY (1987)
 AW0700
 AW0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0700'RECOVERED IN GOOD CONDITION.
 AW0700
 AW0700                          STATION RECOVERY (1989)
 AW0700
 AW0700'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0700'RECOVERED IN GOOD CONDITION.
 AW0700
 AW0700                          STATION RECOVERY (1996)
 AW0700
 AW0700'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0700'RECOVERED IN GOOD CONDITION.
 AW0700
 AW0700                          STATION RECOVERY (2004)
 AW0700
 AW0700'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1178 ***********************************************************************
 BL1178  DESIGNATION -  N 1203
 BL1178  PID         -  BL1178
 BL1178  STATE/COUNTY-  TX/MONTGOMERY
 BL1178  USGS QUAD   -  SPRING (1982)
 BL1178
 BL1178                         *CURRENT SURVEY CONTROL
 BL1178  ___________________________________________________________________
 BL1178* NAD 83(1986)-  30 07 16.     (N)    095 25 39.     (W)     SCALED    
 BL1178* NAVD 88     -        32.36   (+/-2cm)     106.2    (feet)  VERTCON   
 BL1178  ___________________________________________________________________
 BL1178  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1178
 BL1178  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1178
 BL1178.The horizontal coordinates were scaled from a topographic map and have
 BL1178.an estimated accuracy of +/- 6 seconds.
 BL1178
 BL1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1178.The vertical order pertains to the NGVD 29 superseded value.
 BL1178
 BL1178.The geoid height was determined by GEOID03.
 BL1178
 BL1178;                    North         East    Units  Estimated Accuracy
 BL1178;SPC TX C     - 3,060,800.    1,172,620.      MT  (+/- 180 meters Scaled)
 BL1178
 BL1178                          SUPERSEDED SURVEY CONTROL
 BL1178
 BL1178  NGVD 29 (??/??/92)   32.358  (m)          106.16   (f) ADJ UNCH    1 1
 BL1178
 BL1178.Superseded values are not recommended for survey control.
 BL1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1178.See file dsdata.txt to determine how the superseded data were derived.
 BL1178
 BL1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP661346(NAD 83)
 BL1178_MARKER: DB = BENCH MARK DISK
 BL1178_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1178_SP_SET: 0.2 FEET
 BL1178_STAMPING: N 1203 1973
 BL1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1178
 BL1178  HISTORY     - Date     Condition        Report By
 BL1178  HISTORY     - 1973     MONUMENTED       NGS
 BL1178  HISTORY     - 1978     GOOD             NGS
 BL1178  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1178  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1178
 BL1178                          STATION DESCRIPTION
 BL1178
 BL1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1178'3.1 MI N FROM SPRING.
 BL1178'ABOUT 3.1 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1178'CROSSING OF SPRING SCHOOL ROAD, 121 1/2 FEET SOUTHWEST AND ACROSS THE
 BL1178'TRACKS FROM THE CENTER OF THE JUNCTION OF SPRING HILLS DRIVE AND LAZY
 BL1178'LANE, 35 FEET WEST OF THE WEST RAIL, 2 FEET SOUTH OF A TELEPHONE POLE
 BL1178'12 FEET EAST OF A FENCE, ABOUT 6 POLES NORTH OF MILE POST 125, 0.8
 BL1178'FOOT NORTH OF A METAL WITNESS POST, AND ABOUT 3 FEET BELOW THE LEVEL
 BL1178'OF THE RAIL, SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED
 BL1178'STEEL ROD AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.2
 BL1178'FOOT.
 BL1178
 BL1178                          STATION RECOVERY (1978)
 BL1178
 BL1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1178'RECOVERED IN GOOD CONDITION.
 BL1178
 BL1178                          STATION RECOVERY (1987)
 BL1178
 BL1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1178'THERE HAS BEEN GRADING AT THIS LOCATION.
 BL1178
 BL1178                          STATION RECOVERY (2004)
 BL1178
 BL1178'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1634 ***********************************************************************
 AW1634  DESIGNATION -  N 1204
 AW1634  PID         -  AW1634
 AW1634  STATE/COUNTY-  TX/GALVESTON
 AW1634  USGS QUAD   -  TEXAS CITY (1994)
 AW1634
 AW1634                         *CURRENT SURVEY CONTROL
 AW1634  ___________________________________________________________________
 AW1634* NAD 83(1986)-  29 24 00.     (N)    094 54 11.     (W)     SCALED    
 AW1634* NAVD 88     -         1.583  (meters)       5.19   (feet)  ADJUSTED  
 AW1634  ___________________________________________________________________
 AW1634  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1634  DYNAMIC HT  -           1.580 (meters)       5.18  (feet)  COMP
 AW1634  MODELED GRAV-     979,272.4   (mgal)                       NAVD 88
 AW1634
 AW1634  VERT ORDER  -  FIRST     CLASS I
 AW1634
 AW1634.The horizontal coordinates were scaled from a topographic map and have
 AW1634.an estimated accuracy of +/- 6 seconds.
 AW1634
 AW1634.The orthometric height was determined by differential leveling
 AW1634.and adjusted by the National Geodetic Survey in June 1991..
 AW1634
 AW1634.The geoid height was determined by GEOID03.
 AW1634
 AW1634.The dynamic height is computed by dividing the NAVD 88
 AW1634.geopotential number by the normal gravity value computed on the
 AW1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1634.degrees latitude (g = 980.6199 gals.).
 AW1634
 AW1634.The modeled gravity was interpolated from observed gravity values.
 AW1634
 AW1634;                    North         East    Units  Estimated Accuracy
 AW1634;SPC TXSC     - 4,180,590.      997,520.      MT  (+/- 180 meters Scaled)
 AW1634
 AW1634                          SUPERSEDED SURVEY CONTROL
 AW1634
 AW1634  NGVD 29 (12/23/87)    1.579  (m)            5.18   (f) ADJUSTED    1 1
 AW1634
 AW1634.Superseded values are not recommended for survey control.
 AW1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1634.See file dsdata.txt to determine how the superseded data were derived.
 AW1634
 AW1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN153538(NAD 83)
 AW1634_MARKER: DB = BENCH MARK DISK
 AW1634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1634_SP_SET: COPPER-CLAD STEEL ROD
 AW1634_STAMPING: N 1204 1973
 AW1634_MARK LOGO: NGS   
 AW1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1634
 AW1634  HISTORY     - Date     Condition        Report By
 AW1634  HISTORY     - 1973     MONUMENTED       NGS
 AW1634  HISTORY     - 1976     GOOD             NGS
 AW1634  HISTORY     - 1976     GOOD             NGS
 AW1634  HISTORY     - 1978     GOOD             NGS
 AW1634  HISTORY     - 1983     GOOD             NGS
 AW1634  HISTORY     - 1987     GOOD             USPSQD
 AW1634  HISTORY     - 1987     GOOD             USPSQD
 AW1634  HISTORY     - 1987     GOOD             NGS
 AW1634  HISTORY     - 1988     GOOD             USPSQD
 AW1634  HISTORY     - 1988     GOOD             USPSQD
 AW1634  HISTORY     - 1988     GOOD             USPSQD
 AW1634  HISTORY     - 1988     GOOD             USPSQD
 AW1634  HISTORY     - 1988     GOOD             USPSQD
 AW1634  HISTORY     - 1988     GOOD             USPSQD
 AW1634  HISTORY     - 1988     GOOD             USPSQD
 AW1634  HISTORY     - 1989     GOOD             USPSQD
 AW1634  HISTORY     - 1990     GOOD             USPSQD
 AW1634  HISTORY     - 1991     GOOD             USPSQD
 AW1634  HISTORY     - 19940917 GOOD             USPSQD
 AW1634  HISTORY     - 20020310 POOR             USPSQD
 AW1634  HISTORY     - 20031215 POOR             USPSQD
 AW1634  HISTORY     - 20050131 POOR             USPSQD
 AW1634
 AW1634                          STATION DESCRIPTION
 AW1634
 AW1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1634'0.8 MI N FROM TEXAS CITY.
 AW1634'ABOUT 0.8 MILE NORTH ALONG LOOP 197 (6TH STREET N), FROM THE POST
 AW1634'OFFICE AT TEXAS CITY, ABOUT 57 FEET EAST OF THE CENTER LINE OF LOOP
 AW1634'197, 44 FEET SOUTH OF THE CENTER LINE OF 16TH AVENUE N, 27 FEET
 AW1634'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK SCHOOL BUILDING, 9 FEET
 AW1634'EAST OF A POWER POLE, 4.2 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 AW1634'SIDEWALK, ABOUT 4.3 FEET WEST OF THE BASE OF A GUY WIRE, IN A
 AW1634'EAST-WEST HEDGE ROW, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER
 AW1634'COATED STEEL ROD 1 INCH BELOW THE LEVEL OF THE GROUND, AND PROTECTED
 AW1634'BY A 4-INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN AT
 AW1634'REFUSAL TO A DEPTH OF 88 FEET.
 AW1634
 AW1634                          STATION RECOVERY (1976)
 AW1634
 AW1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1976)
 AW1634
 AW1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1978)
 AW1634
 AW1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1983)
 AW1634
 AW1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1634'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1634'WHITNEY BUILDING.
 AW1634
 AW1634                          STATION RECOVERY (1987)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1987)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1987)
 AW1634
 AW1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1634'RECOVERED IN GOOD CONDITION.  ADD--4.11 METERS (13.5 FEET) SOUTHEAST
 AW1634'OF A TRAFFIC SIGNAL BRACE POLE WITH ONE GUY WIRE.  THE POWER POLE AND
 AW1634'THE HEDGE ROW DESCRIBED BEFORE ARE NO LONGER THERE.
 AW1634
 AW1634                          STATION RECOVERY (1988)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1988)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1988)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1988)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1988)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1988)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1988)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1989)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1990)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1991)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (1994)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1634'RECOVERED IN GOOD CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (2002)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1634'MARK RECOVERED IN POOR CONDITION.
 AW1634
 AW1634                          STATION RECOVERY (2003)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1634'DESCRIPTION IS GOOD BUT THE DISK IS NOT VERTICAL.
 AW1634
 AW1634                          STATION RECOVERY (2005)
 AW1634
 AW1634'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1634'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1529 ***********************************************************************
 AW1529  DESIGNATION -  N 1205
 AW1529  PID         -  AW1529
 AW1529  STATE/COUNTY-  TX/HARRIS
 AW1529  USGS QUAD   -  MORGANS POINT (1993)
 AW1529
 AW1529                         *CURRENT SURVEY CONTROL
 AW1529  ___________________________________________________________________
 AW1529* NAD 83(1986)-  29 43 47.     (N)    094 57 36.     (W)     SCALED    
 AW1529* NAVD 88     -         8.496  (meters)      27.87   (feet)  ADJUSTED  
 AW1529  ___________________________________________________________________
 AW1529  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1529  DYNAMIC HT  -           8.484 (meters)      27.83  (feet)  COMP
 AW1529  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 AW1529
 AW1529  VERT ORDER  -  FIRST     CLASS II
 AW1529
 AW1529.The horizontal coordinates were scaled from a topographic map and have
 AW1529.an estimated accuracy of +/- 6 seconds.
 AW1529
 AW1529.The orthometric height was determined by differential leveling
 AW1529.and adjusted by the National Geodetic Survey in June 1991..
 AW1529
 AW1529.The geoid height was determined by GEOID03.
 AW1529
 AW1529.The dynamic height is computed by dividing the NAVD 88
 AW1529.geopotential number by the normal gravity value computed on the
 AW1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1529.degrees latitude (g = 980.6199 gals.).
 AW1529
 AW1529.The modeled gravity was interpolated from observed gravity values.
 AW1529
 AW1529;                    North         East    Units  Estimated Accuracy
 AW1529;SPC TXSC     - 4,216,920.      990,740.      MT  (+/- 180 meters Scaled)
 AW1529
 AW1529                          SUPERSEDED SURVEY CONTROL
 AW1529
 AW1529  NGVD 29 (12/23/87)    8.494  (m)           27.87   (f) ADJUSTED    1 2
 AW1529
 AW1529.Superseded values are not recommended for survey control.
 AW1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1529.See file dsdata.txt to determine how the superseded data were derived.
 AW1529
 AW1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN104904(NAD 83)
 AW1529_MARKER: DB = BENCH MARK DISK
 AW1529_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1529_SP_SET: COPPER-CLAD STEEL ROD
 AW1529_STAMPING: N 1205 1973
 AW1529_MARK LOGO: NGS   
 AW1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1529+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 AW1529
 AW1529  HISTORY     - Date     Condition        Report By
 AW1529  HISTORY     - 1973     MONUMENTED       NGS
 AW1529  HISTORY     - 1978     GOOD             NGS
 AW1529  HISTORY     - 1987     GOOD             USPSQD
 AW1529  HISTORY     - 1987     GOOD             NGS
 AW1529  HISTORY     - 1988     GOOD             USPSQD
 AW1529  HISTORY     - 1989     GOOD             USPSQD
 AW1529  HISTORY     - 1989     GOOD             USPSQD
 AW1529  HISTORY     - 1990     GOOD             USPSQD
 AW1529  HISTORY     - 19981017 GOOD             USPSQD
 AW1529  HISTORY     - 20040220 GOOD             USPSQD
 AW1529  HISTORY     - 20050228 GOOD             USPSQD
 AW1529
 AW1529                          STATION DESCRIPTION
 AW1529
 AW1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1529'0.65 MI E FROM BAYTOWN.
 AW1529'ABOUT 1 BLOCK SOUTH ALONG NORTH GAILLARD ST. FROM THE POST OFFICE AT
 AW1529'BAYTOWN, THENCE 0.65 MILE EAST ALONG EAST TEXAS AVE., ABOUT 0.1 MILE
 AW1529'WEST OF THE INTERSECTION OF HIGHWAY 146, 35.8 FEET NORTH OF THE CENTER
 AW1529'LINE OF EAST TEXAS AVE., 22.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AW1529'OF THE SEVENTH DAY ADVENTIST CHURCH, 17 1/2 FEET EAST OF THE CENTER
 AW1529'LINE OF LAFAYETTE DR., 10 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 AW1529'1.8 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, 1 FOOT EAST OF
 AW1529'A STREET SIGN, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED
 AW1529'STEEL ROD 3 INCHES BELOW THE SURFACE OF THE GROUND, AND PROTECTED BY A
 AW1529'6-INCH IRON PIPE 1 INCH BELOW THE LEVEL OF THE GROUND.  THE ROD WAS
 AW1529'DRIVEN TO A DEPTH OF 48 FEET.
 AW1529
 AW1529                          STATION RECOVERY (1978)
 AW1529
 AW1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1529'RECOVERED IN GOOD CONDITION.
 AW1529
 AW1529                          STATION RECOVERY (1987)
 AW1529
 AW1529'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1529'RECOVERED IN GOOD CONDITION.
 AW1529
 AW1529                          STATION RECOVERY (1987)
 AW1529
 AW1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1529'RECOVERED IN GOOD CONDITION.
 AW1529
 AW1529                          STATION RECOVERY (1988)
 AW1529
 AW1529'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1529'RECOVERED IN GOOD CONDITION.
 AW1529
 AW1529                          STATION RECOVERY (1989)
 AW1529
 AW1529'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1529'RECOVERED IN GOOD CONDITION.
 AW1529
 AW1529                          STATION RECOVERY (1989)
 AW1529
 AW1529'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1529'RECOVERED IN GOOD CONDITION.
 AW1529
 AW1529                          STATION RECOVERY (1990)
 AW1529
 AW1529'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1529'RECOVERED IN GOOD CONDITION.
 AW1529
 AW1529                          STATION RECOVERY (1998)
 AW1529
 AW1529'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1529'RECOVERED IN GOOD CONDITION.
 AW1529
 AW1529                          STATION RECOVERY (2004)
 AW1529
 AW1529'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW1529'RECOVERED IN GOOD CONDITION.
 AW1529
 AW1529                          STATION RECOVERY (2005)
 AW1529
 AW1529'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AW1529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0064 ***********************************************************************
 AN0064  DESIGNATION -  N 1206
 AN0064  PID         -  AN0064
 AN0064  STATE/COUNTY-  TX/MATAGORDA
 AN0064  USGS QUAD   -  MARKHAM (1995)
 AN0064
 AN0064                         *CURRENT SURVEY CONTROL
 AN0064  ___________________________________________________________________
 AN0064* NAD 83(1986)-  28 54 11.     (N)    096 00 40.     (W)     SCALED    
 AN0064* NAVD 88     -        12.84   (+/-2cm)      42.1    (feet)  VERTCON   
 AN0064  ___________________________________________________________________
 AN0064  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN0064
 AN0064  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0064
 AN0064.The horizontal coordinates were scaled from a topographic map and have
 AN0064.an estimated accuracy of +/- 6 seconds.
 AN0064
 AN0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0064.The vertical order pertains to the NGVD 29 superseded value.
 AN0064
 AN0064.The geoid height was determined by GEOID03.
 AN0064
 AN0064;                    North         East    Units  Estimated Accuracy
 AN0064;SPC TXSC     - 4,122,280.      891,440.      MT  (+/- 180 meters Scaled)
 AN0064
 AN0064                          SUPERSEDED SURVEY CONTROL
 AN0064
 AN0064  NGVD 29 (??/??/92)   12.876  (m)           42.24   (f) ADJ UNCH    1 1
 AN0064
 AN0064.Superseded values are not recommended for survey control.
 AN0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0064.See file dsdata.txt to determine how the superseded data were derived.
 AN0064
 AN0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT914009(NAD 83)
 AN0064_MARKER: DB = BENCH MARK DISK
 AN0064_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0064+WITH SETTING: INTO GROUND
 AN0064_STAMPING: N 1206 1972
 AN0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0064+STABILITY: SURFACE MOTION
 AN0064
 AN0064  HISTORY     - Date     Condition        Report By
 AN0064  HISTORY     - 1972     MONUMENTED       NGS
 AN0064  HISTORY     - 1978     GOOD             NGS
 AN0064
 AN0064                          STATION DESCRIPTION
 AN0064
 AN0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0064'6.15 MI SW FROM BAY CITY.
 AN0064'6.15 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0064'STATION AT BAY CITY, 7 1/4 POLES SOUTH OF MILEPOLE 278, AT THE
 AN0064'CROSSING OF A PRIVATE ROAD, 46.0 FEET WEST OF THE WEST RAIL OF THE
 AN0064'MAIN TRACK, 8 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 46.6 FEET
 AN0064'SOUTH-SOUTH-WEST OF THE SEVENTH POLE SOUTH OF THE MILEPOLE, 2 FEET
 AN0064'SOUTH OF THE SOUTH END OF A GATE, 1.0 FOOT WEST OF A FENCE, 1.2 FEET
 AN0064'NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A DISK ON
 AN0064'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS 4-FEET LONG AND HAS A
 AN0064'BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AN0064'4-INCH METAL PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AN0064
 AN0064                          STATION RECOVERY (1978)
 AN0064
 AN0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1211 ***********************************************************************
 AW1211  DESIGNATION -  N 1207
 AW1211  PID         -  AW1211
 AW1211  STATE/COUNTY-  TX/MATAGORDA
 AW1211  USGS QUAD   -  ASHWOOD (1980)
 AW1211
 AW1211                         *CURRENT SURVEY CONTROL
 AW1211  ___________________________________________________________________
 AW1211* NAD 83(1986)-  29 00 35.     (N)    095 50 40.     (W)     SCALED    
 AW1211* NAVD 88     -        13.06   (+/-2cm)      42.8    (feet)  VERTCON   
 AW1211  ___________________________________________________________________
 AW1211  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1211
 AW1211  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1211
 AW1211.The horizontal coordinates were scaled from a topographic map and have
 AW1211.an estimated accuracy of +/- 6 seconds.
 AW1211
 AW1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1211.The vertical order pertains to the NGVD 29 superseded value.
 AW1211
 AW1211.The geoid height was determined by GEOID03.
 AW1211
 AW1211;                    North         East    Units  Estimated Accuracy
 AW1211;SPC TXSC     - 4,134,520.      907,370.      MT  (+/- 180 meters Scaled)
 AW1211
 AW1211                          SUPERSEDED SURVEY CONTROL
 AW1211
 AW1211  NGVD 29 (??/??/92)   13.082  (m)           42.92   (f) ADJ UNCH    1 1
 AW1211
 AW1211.Superseded values are not recommended for survey control.
 AW1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1211.See file dsdata.txt to determine how the superseded data were derived.
 AW1211
 AW1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN229124(NAD 83)
 AW1211_MARKER: DB = BENCH MARK DISK
 AW1211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1211_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1211_STAMPING: N 1207 1972
 AW1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1211
 AW1211  HISTORY     - Date     Condition        Report By
 AW1211  HISTORY     - 1972     MONUMENTED       NGS
 AW1211  HISTORY     - 1978     GOOD             NGS
 AW1211  HISTORY     - 1990     GOOD             USPSQD
 AW1211
 AW1211                          STATION DESCRIPTION
 AW1211
 AW1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1211'8.0 MI NE FROM BAY CITY.
 AW1211'8.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1211'STATION AT BAY CITY, 78.5 FEET NORTHEAST OF ALLENHURST SIDING SIGN,
 AW1211'137 FEET SOUTHWEST OF THE SOUTHWEST END OF A CATTLEGUARD, 35.6 FEET
 AW1211'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 51 FEET NORTHWEST OF THE
 AW1211'CENTER OF THE CROSSING OF A ROAD, 2.5 FEET WEST OF TELEPHONE POLE
 AW1211'191.20, 1.9 FEET SOUTH OF A WITNESS POST, A DISK ON THE TOP OF A
 AW1211'5/8-INCH COPPER COATED ROD WHICH HAS A BASE PLATE ATTACHED.  THE UPPER
 AW1211'PORTION OF THE ROD IS ENCASED IN A 4-INCH METAL PIPE PROJECTING 0.8
 AW1211'FOOT ABOVE THE GROUND.
 AW1211
 AW1211                          STATION RECOVERY (1978)
 AW1211
 AW1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1211'RECOVERED IN GOOD CONDITION.
 AW1211
 AW1211                          STATION RECOVERY (1990)
 AW1211
 AW1211'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1097 ***********************************************************************
 AW1097  DESIGNATION -  N 1208
 AW1097  PID         -  AW1097
 AW1097  STATE/COUNTY-  TX/HARRIS
 AW1097  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1097
 AW1097                         *CURRENT SURVEY CONTROL
 AW1097  ___________________________________________________________________
 AW1097* NAD 83(1986)-  29 34 56.     (N)    095 09 34.     (W)     SCALED    
 AW1097* NAVD 88     -         7.409  (meters)      24.31   (feet)  ADJUSTED  
 AW1097  ___________________________________________________________________
 AW1097  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW1097  DYNAMIC HT  -           7.399 (meters)      24.27  (feet)  COMP
 AW1097  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 AW1097  OBS GRAVITY -     979,274.6   (mgal)                       GRAV_OBS
 AW1097
 AW1097  VERT ORDER  -  FIRST     CLASS I
 AW1097
 AW1097.The horizontal coordinates were scaled from a topographic map and have
 AW1097.an estimated accuracy of +/- 6 seconds.
 AW1097
 AW1097.The orthometric height was determined by differential leveling
 AW1097.and adjusted by the National Geodetic Survey in June 1991..
 AW1097
 AW1097.The geoid height was determined by GEOID03.
 AW1097
 AW1097.The dynamic height is computed by dividing the NAVD 88
 AW1097.geopotential number by the normal gravity value computed on the
 AW1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1097.degrees latitude (g = 980.6199 gals.).
 AW1097
 AW1097.The modeled gravity was interpolated from observed gravity values.
 AW1097.The observed gravity was obtained from relative gravimeter ties
 AW1097.to the IGSN71 gravity network.
 AW1097
 AW1097;                    North         East    Units  Estimated Accuracy
 AW1097;SPC TXSC     - 4,199,930.      971,990.      MT  (+/- 180 meters Scaled)
 AW1097
 AW1097                          SUPERSEDED SURVEY CONTROL
 AW1097
 AW1097  NGVD 29 (12/23/87)    7.406  (m)           24.30   (f) ADJUSTED    1 1
 AW1097
 AW1097.Superseded values are not recommended for survey control.
 AW1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1097.See file dsdata.txt to determine how the superseded data were derived.
 AW1097
 AW1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN908744(NAD 83)
 AW1097_MARKER: DB = BENCH MARK DISK
 AW1097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1097_SP_SET: WINGWALL
 AW1097_STAMPING: N 1208 1973
 AW1097_MARK LOGO: NGS   
 AW1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1097+STABILITY: SURFACE MOTION
 AW1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1097+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AW1097
 AW1097  HISTORY     - Date     Condition        Report By
 AW1097  HISTORY     - 1973     MONUMENTED       NGS
 AW1097  HISTORY     - 1976     GOOD             NGS
 AW1097  HISTORY     - 1976     GOOD             NGS
 AW1097  HISTORY     - 1978     GOOD             DOD
 AW1097  HISTORY     - 1978     GOOD             NGS
 AW1097  HISTORY     - 1981     GOOD             NGS
 AW1097  HISTORY     - 1983     GOOD             NGS
 AW1097  HISTORY     - 1986     GOOD             NGS
 AW1097  HISTORY     - 1987     GOOD             USPSQD
 AW1097  HISTORY     - 1987     GOOD             USPSQD
 AW1097  HISTORY     - 1987     GOOD             USPSQD
 AW1097  HISTORY     - 1987     GOOD             USPSQD
 AW1097  HISTORY     - 1987     GOOD             USPSQD
 AW1097  HISTORY     - 1987     GOOD             USPSQD
 AW1097  HISTORY     - 1988     GOOD             USPSQD
 AW1097  HISTORY     - 1988     GOOD             USPSQD
 AW1097  HISTORY     - 1988     GOOD             USPSQD
 AW1097  HISTORY     - 1988     GOOD             USPSQD
 AW1097  HISTORY     - 1988     GOOD             USPSQD
 AW1097  HISTORY     - 1988     GOOD             USPSQD
 AW1097  HISTORY     - 1988     GOOD             USPSQD
 AW1097  HISTORY     - 1988     GOOD             USPSQD
 AW1097  HISTORY     - 1988     GOOD             USPSQD
 AW1097  HISTORY     - 1989     GOOD             USPSQD
 AW1097  HISTORY     - 1989     GOOD             USPSQD
 AW1097  HISTORY     - 1989     GOOD             USPSQD
 AW1097  HISTORY     - 1989     GOOD             USPSQD
 AW1097  HISTORY     - 1989     GOOD             USPSQD
 AW1097  HISTORY     - 1989     GOOD             USPSQD
 AW1097  HISTORY     - 1989     GOOD             USPSQD
 AW1097  HISTORY     - 1989     GOOD             USPSQD
 AW1097  HISTORY     - 1989     GOOD             USPSQD
 AW1097  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1097  HISTORY     - 20000124 GOOD             USPSQD
 AW1097  HISTORY     - 20050829 GOOD             USPSQD
 AW1097
 AW1097                          STATION DESCRIPTION
 AW1097
 AW1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1097'3.95 MI NW FROM WEBSTER.
 AW1097'3.95 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF NASA 1
 AW1097'HIGHWAY AT WEBSTER, ALSO 3.5 MILES SOUTHEAST OF GENOA, 0.15 MILE
 AW1097'NORTHWEST OF THE JUNCTION OF FARM ROAD 2315, SET IN THE TOP AND 1.0
 AW1097'FOOT SOUTH OF THE NORTH END OF THE NORTH WINGWALL OF THE NORTHWEST
 AW1097'ABUTMENT OF HIGHWAY BRIDGE, 33 FEET NORTHEAST OF THE CENTER LINE OF
 AW1097'THE HIGHWAY, 60.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1
 AW1097'FOOT LOWER THAN THE HIGHWAY.
 AW1097
 AW1097                          STATION RECOVERY (1976)
 AW1097
 AW1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1976)
 AW1097
 AW1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1978)
 AW1097
 AW1097'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1978)
 AW1097
 AW1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1981)
 AW1097
 AW1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1983)
 AW1097
 AW1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1986)
 AW1097
 AW1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1987)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1987)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1987)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1987)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1987)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1987)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1988)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1988)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1988)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1988)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1988)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1988)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1988)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1988)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1988)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1989)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1989)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1989)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1989)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1989)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1989)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1989)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1989)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1989)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (1993)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1097'MARK NOT FOUND.
 AW1097
 AW1097                          STATION RECOVERY (2000)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1097'RECOVERED IN GOOD CONDITION.
 AW1097
 AW1097                          STATION RECOVERY (2005)
 AW1097
 AW1097'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1097'GOOD CONDITION. FOUND AS DESCRIBED. N29 34 53.9 W095 09 33.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0001 ***********************************************************************
 AM0001  DESIGNATION -  N 1209
 AM0001  PID         -  AM0001
 AM0001  STATE/COUNTY-  TX/BRAZORIA
 AM0001  USGS QUAD   -  FREEPORT (1974)
 AM0001
 AM0001                         *CURRENT SURVEY CONTROL
 AM0001  ___________________________________________________________________
 AM0001* NAD 83(1986)-  28 59 24.     (N)    095 20 03.     (W)     SCALED    
 AM0001* NAVD 88     -         1.16   (+/-2cm)       3.8    (feet)  VERTCON   
 AM0001  ___________________________________________________________________
 AM0001  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AM0001
 AM0001  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0001
 AM0001.The horizontal coordinates were scaled from a topographic map and have
 AM0001.an estimated accuracy of +/- 6 seconds.
 AM0001
 AM0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0001.The vertical order pertains to the NGVD 29 superseded value.
 AM0001
 AM0001.The geoid height was determined by GEOID03.
 AM0001
 AM0001;                    North         East    Units  Estimated Accuracy
 AM0001;SPC TXSC     - 4,133,790.      957,130.      MT  (+/- 180 meters Scaled)
 AM0001
 AM0001                          SUPERSEDED SURVEY CONTROL
 AM0001
 AM0001  NGVD 29 (??/??/92)    1.177  (m)            3.86   (f) ADJ UNCH    1 1
 AM0001
 AM0001.Superseded values are not recommended for survey control.
 AM0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0001.See file dsdata.txt to determine how the superseded data were derived.
 AM0001
 AM0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN725091(NAD 83)
 AM0001_MARKER: DB = BENCH MARK DISK
 AM0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0001_SP_SET: CULVERT
 AM0001_STAMPING: N 1209 1973
 AM0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0001+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AM0001
 AM0001  HISTORY     - Date     Condition        Report By
 AM0001  HISTORY     - 1973     MONUMENTED       NGS
 AM0001  HISTORY     - 1977     GOOD             NGS
 AM0001  HISTORY     - 1978     GOOD             NGS
 AM0001  HISTORY     - 1988     GOOD             USPSQD
 AM0001  HISTORY     - 19980425 GOOD             USPSQD
 AM0001  HISTORY     - 20040319 GOOD             USPSQD
 AM0001
 AM0001                          STATION DESCRIPTION
 AM0001
 AM0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0001'2.45 MI NE FROM FREEPORT.
 AM0001'2.45 MILES NORTHEAST ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH
 AM0001'GULF BOULEVARD AT FREEPORT, 0.6 MILE NORTHEAST OF THE JUNCTION OF
 AM0001'STATE HIGHWAY 332, AT THE JUNCTION OF COUNTY ROAD 805, TO OYSTER
 AM0001'CREEK, IN THE TOP AND 0.5 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 AM0001'NORTHEAST CONCRETE HEAD WALL OF A 30-INCH PIPE CULVERT UNDER THE
 AM0001'COUNTY ROAD, 49 FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, 22
 AM0001'FEET NORTHEAST OF THE CENTER LINE OF THE COUNTY ROAD, AND ABOUT LEVEL
 AM0001'WITH THE ROAD.
 AM0001
 AM0001                          STATION RECOVERY (1977)
 AM0001
 AM0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0001'RECOVERED IN GOOD CONDITION.
 AM0001
 AM0001                          STATION RECOVERY (1978)
 AM0001
 AM0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0001'RECOVERED IN GOOD CONDITION.
 AM0001
 AM0001                          STATION RECOVERY (1988)
 AM0001
 AM0001'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AM0001'RECOVERED IN GOOD CONDITION.
 AM0001
 AM0001                          STATION RECOVERY (1998)
 AM0001
 AM0001'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0001'RECOVERED IN GOOD CONDITION.
 AM0001
 AM0001                          STATION RECOVERY (2004)
 AM0001
 AM0001'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1288 ***********************************************************************
 AX1288  DESIGNATION -  N 121
 AX1288  PID         -  AX1288
 AX1288  STATE/COUNTY-  TX/FAYETTE
 AX1288  USGS QUAD   -  FLATONIA NW (1981)
 AX1288
 AX1288                         *CURRENT SURVEY CONTROL
 AX1288  ___________________________________________________________________
 AX1288* NAD 83(1986)-  29 38 43.     (N)    097 08 06.     (W)     SCALED    
 AX1288* NAVD 88     -       141.31   (+/-2cm)     463.6    (feet)  VERTCON   
 AX1288  ___________________________________________________________________
 AX1288  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AX1288
 AX1288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1288
 AX1288.The horizontal coordinates were scaled from a topographic map and have
 AX1288.an estimated accuracy of +/- 6 seconds.
 AX1288
 AX1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1288.The vertical order pertains to the NGVD 29 superseded value.
 AX1288
 AX1288.The geoid height was determined by GEOID03.
 AX1288
 AX1288;                    North         East    Units  Estimated Accuracy
 AX1288;SPC TXSC     - 4,202,250.      780,550.      MT  (+/- 180 meters Scaled)
 AX1288
 AX1288                          SUPERSEDED SURVEY CONTROL
 AX1288
 AX1288  NGVD 29 (??/??/92)  141.267  (m)          463.47   (f) ADJ UNCH    2 0
 AX1288
 AX1288.Superseded values are not recommended for survey control.
 AX1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1288.See file dsdata.txt to determine how the superseded data were derived.
 AX1288
 AX1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT805809(NAD 83)
 AX1288_MARKER: DB = BENCH MARK DISK
 AX1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1288_STAMPING: N-121 1933
 AX1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1288+STABILITY: SURFACE MOTION
 AX1288
 AX1288  HISTORY     - Date     Condition        Report By
 AX1288  HISTORY     - 1933     MONUMENTED       CGS
 AX1288  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1288
 AX1288                          STATION DESCRIPTION
 AX1288
 AX1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1288'3.3 MI S FROM FLATONIA.
 AX1288'ALONG THE TEXAS AND NEW ORLEANS R.R. 4 POLES SOUTH OF TRESTLE NO. 26 A
 AX1288'AND 66 FT. NORTH OF M.P. 26 AND 40 FT. EAST OF THE CENTERLINE OF THE
 AX1288'TRACKS.
 AX1288
 AX1288                          STATION RECOVERY (1997)
 AX1288
 AX1288'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1083 ***********************************************************************
 AW1083  DESIGNATION -  N 1210
 AW1083  PID         -  AW1083
 AW1083  STATE/COUNTY-  TX/HARRIS
 AW1083  USGS QUAD   -  LEAGUE CITY (1995)
 AW1083
 AW1083                         *CURRENT SURVEY CONTROL
 AW1083  ___________________________________________________________________
 AW1083* NAD 83(1986)-  29 32 03.     (N)    095 06 52.     (W)     SCALED    
 AW1083* NAVD 88     -         5.518  (meters)      18.10   (feet)  ADJUSTED  
 AW1083  ___________________________________________________________________
 AW1083  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1083  DYNAMIC HT  -           5.511 (meters)      18.08  (feet)  COMP
 AW1083  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 AW1083
 AW1083  VERT ORDER  -  FIRST     CLASS I
 AW1083
 AW1083.The horizontal coordinates were scaled from a topographic map and have
 AW1083.an estimated accuracy of +/- 6 seconds.
 AW1083
 AW1083.The orthometric height was determined by differential leveling
 AW1083.and adjusted by the National Geodetic Survey in June 1991..
 AW1083
 AW1083.The geoid height was determined by GEOID03.
 AW1083
 AW1083.The dynamic height is computed by dividing the NAVD 88
 AW1083.geopotential number by the normal gravity value computed on the
 AW1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1083.degrees latitude (g = 980.6199 gals.).
 AW1083
 AW1083.The modeled gravity was interpolated from observed gravity values.
 AW1083
 AW1083;                    North         East    Units  Estimated Accuracy
 AW1083;SPC TXSC     - 4,194,750.      976,520.      MT  (+/- 180 meters Scaled)
 AW1083
 AW1083                          SUPERSEDED SURVEY CONTROL
 AW1083
 AW1083  NGVD 29 (12/23/87)    5.515  (m)           18.09   (f) ADJUSTED    1 1
 AW1083
 AW1083.Superseded values are not recommended for survey control.
 AW1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1083.See file dsdata.txt to determine how the superseded data were derived.
 AW1083
 AW1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN950690(NAD 83)
 AW1083_MARKER: DB = BENCH MARK DISK
 AW1083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1083_SP_SET: COPPER-CLAD STEEL ROD
 AW1083_STAMPING: N 1210 1973
 AW1083_MARK LOGO: NGS   
 AW1083_PROJECTION: FLUSH
 AW1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1083_ROD/PIPE-DEPTH: 7.0  meters
 AW1083
 AW1083  HISTORY     - Date     Condition        Report By
 AW1083  HISTORY     - 1973     MONUMENTED       NGS
 AW1083  HISTORY     - 1976     GOOD             NGS
 AW1083  HISTORY     - 1976     GOOD             NGS
 AW1083  HISTORY     - 1978     GOOD             NGS
 AW1083  HISTORY     - 1983     GOOD             NGS
 AW1083  HISTORY     - 1983     GOOD             NGS
 AW1083  HISTORY     - 1987     GOOD             USPSQD
 AW1083  HISTORY     - 1987     GOOD             USPSQD
 AW1083  HISTORY     - 1987     GOOD             USPSQD
 AW1083  HISTORY     - 1987     GOOD             USPSQD
 AW1083  HISTORY     - 1987     POOR             USPSQD
 AW1083  HISTORY     - 1987     GOOD             USPSQD
 AW1083  HISTORY     - 1987     GOOD             USPSQD
 AW1083  HISTORY     - 1987     GOOD             USPSQD
 AW1083  HISTORY     - 1987     GOOD             NGS
 AW1083  HISTORY     - 1988     GOOD             USPSQD
 AW1083  HISTORY     - 1988     GOOD             USPSQD
 AW1083  HISTORY     - 1988     GOOD             USPSQD
 AW1083  HISTORY     - 1988     GOOD             USPSQD
 AW1083  HISTORY     - 1988     POOR             USPSQD
 AW1083  HISTORY     - 1988     GOOD             USPSQD
 AW1083  HISTORY     - 1988     GOOD             USPSQD
 AW1083  HISTORY     - 1989     GOOD             USPSQD
 AW1083  HISTORY     - 1989     GOOD             USPSQD
 AW1083  HISTORY     - 1989     GOOD             USPSQD
 AW1083  HISTORY     - 1989     GOOD             USPSQD
 AW1083  HISTORY     - 1989     GOOD             USPSQD
 AW1083  HISTORY     - 1989     GOOD             USPSQD
 AW1083  HISTORY     - 1989     GOOD             USPSQD
 AW1083  HISTORY     - 1989     GOOD             USPSQD
 AW1083  HISTORY     - 1990     GOOD             USPSQD
 AW1083  HISTORY     - 1991     GOOD             USPSQD
 AW1083  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1083
 AW1083                          STATION DESCRIPTION
 AW1083
 AW1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1083'IN WEBSTER.
 AW1083'AT WEBSTER, ALONG THE GALVESTON, HOUSTON AND HENDERSON RAILROAD, 0.3
 AW1083'MILE SOUTHEAST OF THE CROSSING OF NASA BOULEVARD, AT THE CROSSING OF
 AW1083'AN ASPHALT ROAD NORTHEAST TO MCCOYS BUILDING SUPPLY CENTER, ABOUT 0.1
 AW1083'MILE SOUTHEAST OF THE WEBSTER CITY WATER TANK, 33.5 FEET SOUTHWEST OF
 AW1083'THE SOUTHWEST RAIL, 55 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW1083'NORTHEAST LANES OF STATE HIGHWAY 3, 31 FEET SOUTHEAST OF THE CENTER
 AW1083'LINE OF THE ROAD NORTHEAST, 2 FEET NORTHWEST OF A TELEPHONE POLE, 20
 AW1083'FEET EAST OF THE CENTER OF THE SOUTHEAST END OF A 24-INCH PIPE
 AW1083'CULVERT, 1.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 AW1083'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 AW1083'GRADUAL REFUSAL AT A DEPTH OF 23 FEET.  THE UPPER PORTION OF THE ROD
 AW1083'IS ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW1083
 AW1083                          STATION RECOVERY (1976)
 AW1083
 AW1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1976)
 AW1083
 AW1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1978)
 AW1083
 AW1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1983)
 AW1083
 AW1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1083'RECOVERED IN GOOD CONDITION, NOTE, POWERLINE POLE IS GONE, 3.7 METERS
 AW1083'(12.0 FT) EAST OF NUMBER 43 GAS PIPE LINE VENT PIPE, AND 2.4 METERS
 AW1083'(8.0 FT) EAST OF A YELLOW 4 BY 4 FOOT GAS LINE WARNING POST.
 AW1083
 AW1083                          STATION RECOVERY (1983)
 AW1083
 AW1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1083'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3
 AW1083'MI) SOUTHEAST ALONG STATE ROUTE 3 FROM THE JUNCTION OF NASA 1 ROAD IN
 AW1083'WEBSTER, AT THE CROSSING OF AN ASPHALT ROAD LEADING NORTHEAST TO THE
 AW1083'MCCOYS BUILDING SUPPLY CENTER, 20.0 METERS (65.7 FT) NORTHEAST OF THE
 AW1083'CENTER OF THE HIGHWAY, 10.3 METERS (33.9 FT) SOUTHWEST OF THE
 AW1083'SOUTHWEST RAIL OF THE GALVESTON, HOUSTON HENDERSON RAILROAD,
 AW1083'4.2 METERS (13.7 FT) SOUTHWEST EAST-NORTHEAST OF A NUMBER 43 GAS LINE
 AW1083'STAND PIPE AND SIGN, 2.9 METERS (9.6 FT) EAST-SOUTHEAST OF A 4 BY 4
 AW1083'YELLOW CONCRETE GAS LINE WARNING POST, AND 6.1 METERS (20.0 FT) EAST
 AW1083'OF THE CENTER OF THE SOUTHEAST END OF A 24 INCH CONCRETE PIPE CULVERT.
 AW1083'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 AW1083'THE MARK IS 0.61 M BELOW RAILROAD.
 AW1083
 AW1083                          STATION RECOVERY (1987)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1987)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1987)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1987)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1987)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1083'MARK RECOVERED IN POOR CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1987)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1987)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1987)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1987)
 AW1083
 AW1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1083'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1083'EXCEPT ADD
 AW1083'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 AW1083
 AW1083                          STATION RECOVERY (1988)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1988)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1988)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1988)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1988)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1083'MARK RECOVERED IN POOR CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1988)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1988)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAC)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1989)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1989)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLB)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1989)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1989)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1989)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1989)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1989)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1989)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1990)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1991)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1083'RECOVERED IN GOOD CONDITION.
 AW1083
 AW1083                          STATION RECOVERY (1993)
 AW1083
 AW1083'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6271 ***********************************************************************
 AC6271  DESIGNATION -  N 1210 RESET
 AC6271  PID         -  AC6271
 AC6271  STATE/COUNTY-  TX/HARRIS
 AC6271  USGS QUAD   -  LEAGUE CITY (1995)
 AC6271
 AC6271                         *CURRENT SURVEY CONTROL
 AC6271  ___________________________________________________________________
 AC6271* NAD 83(1986)-  29 32 03.     (N)    095 06 53.     (W)     SCALED    
 AC6271* NAVD 88     -         5.368  (meters)      17.61   (feet)  ADJUSTED  
 AC6271  ___________________________________________________________________
 AC6271  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AC6271  DYNAMIC HT  -           5.361 (meters)      17.59  (feet)  COMP
 AC6271  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 AC6271
 AC6271  VERT ORDER  -  FIRST     CLASS II
 AC6271
 AC6271.The horizontal coordinates were scaled from a topographic map and have
 AC6271.an estimated accuracy of +/- 6 seconds.
 AC6271
 AC6271.The orthometric height was determined by differential leveling
 AC6271.and adjusted by the National Geodetic Survey in March 1997..
 AC6271
 AC6271.The geoid height was determined by GEOID03.
 AC6271
 AC6271.The dynamic height is computed by dividing the NAVD 88
 AC6271.geopotential number by the normal gravity value computed on the
 AC6271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6271.degrees latitude (g = 980.6199 gals.).
 AC6271
 AC6271.The modeled gravity was interpolated from observed gravity values.
 AC6271
 AC6271;                    North         East    Units  Estimated Accuracy
 AC6271;SPC TXSC     - 4,194,750.      976,500.      MT  (+/- 180 meters Scaled)
 AC6271
 AC6271                          SUPERSEDED SURVEY CONTROL
 AC6271
 AC6271.No superseded survey control is available for this station.
 AC6271
 AC6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN950690(NAD 83)
 AC6271_MARKER: I = METAL ROD
 AC6271_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC6271_STAMPING: N 1210 RESET 1996
 AC6271_MARK LOGO: NGS   
 AC6271_PROJECTION: FLUSH
 AC6271_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6271+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1996
 AC6271_ROD/PIPE-DEPTH: 6.8  meters
 AC6271
 AC6271  HISTORY     - Date     Condition        Report By
 AC6271  HISTORY     - 1996     MONUMENTED       NGS
 AC6271  HISTORY     - 19961203 GOOD             NGS
 AC6271  HISTORY     - 20031105 MARK NOT FOUND   USPSQD
 AC6271  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AC6271
 AC6271                          STATION DESCRIPTION
 AC6271
 AC6271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6271'0.5 KM (0.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AC6271'OF NASA 1 HIGHWAY IN WEBSTER, 16.4 M (53.8 FT) NORTHEAST OF THE CENTER
 AC6271'OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.4 M (34.1 FT) SOUTHWEST OF
 AC6271'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 9.7 M (31.8 FT)
 AC6271'SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO THE PARKING LOT OF
 AC6271'THE AARON RENTS HOME AND OFFICE STORE, 4.5 M (14.8 FT) NORTH OF
 AC6271'PIPELINE MARKER NUMBER 43, AND 2.4 M (7.9 FT) EAST-SOUTHEAST OF A
 AC6271'WITNESS POST AND A GAS LINE WARNING POST.  NOTE--ACCESS TO THE DATUM
 AC6271'POINT IS THROUGH A 5-INCH LOGO CAP.  THE ORIGINAL MARK WAS FOUND WITH
 AC6271'THE ROD BENT OVER AND THE DISK MISSING.  6-INCHES OF THE ORIGINAL ROD
 AC6271'WAS CUT OFF AND A LOGO CAP WAS PLACED AROUND THE ROD.
 AC6271
 AC6271                          STATION RECOVERY (2003)
 AC6271
 AC6271'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AC6271'RECENT PIPE LINE DEAGGING IN THE AREA.
 AC6271
 AC6271                          STATION RECOVERY (2005)
 AC6271
 AC6271'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0306 ***********************************************************************
 AW0306  DESIGNATION -  N 1211
 AW0306  PID         -  AW0306
 AW0306  STATE/COUNTY-  TX/HARRIS
 AW0306  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0306
 AW0306                         *CURRENT SURVEY CONTROL
 AW0306  ___________________________________________________________________
 AW0306* NAD 83(1986)-  29 47 03.     (N)    095 30 51.     (W)     SCALED    
 AW0306* NAVD 88     -        23.433  (meters)      76.88   (feet)  ADJUSTED  
 AW0306  ___________________________________________________________________
 AW0306  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW0306  DYNAMIC HT  -          23.401 (meters)      76.77  (feet)  COMP
 AW0306  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 AW0306
 AW0306  VERT ORDER  -  FIRST     CLASS I
 AW0306
 AW0306.The horizontal coordinates were scaled from a topographic map and have
 AW0306.an estimated accuracy of +/- 6 seconds.
 AW0306
 AW0306.The orthometric height was determined by differential leveling
 AW0306.and adjusted by the National Geodetic Survey in June 1991..
 AW0306
 AW0306.The geoid height was determined by GEOID03.
 AW0306
 AW0306.The dynamic height is computed by dividing the NAVD 88
 AW0306.geopotential number by the normal gravity value computed on the
 AW0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0306.degrees latitude (g = 980.6199 gals.).
 AW0306
 AW0306.The modeled gravity was interpolated from observed gravity values.
 AW0306
 AW0306;                    North         East    Units  Estimated Accuracy
 AW0306;SPC TXSC     - 4,221,230.      936,980.      MT  (+/- 180 meters Scaled)
 AW0306
 AW0306                          SUPERSEDED SURVEY CONTROL
 AW0306
 AW0306  NGVD 29 (12/23/87)   23.428  (m)           76.86   (f) ADJUSTED    1 1
 AW0306
 AW0306.Superseded values are not recommended for survey control.
 AW0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0306.See file dsdata.txt to determine how the superseded data were derived.
 AW0306
 AW0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN569975(NAD 83)
 AW0306_MARKER: DB = BENCH MARK DISK
 AW0306_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0306_SP_SET: PIER
 AW0306_STAMPING: N 1211 1973
 AW0306_MARK LOGO: NGS   
 AW0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0306+STABILITY: POSITION/ELEVATION WELL
 AW0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0306+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW0306
 AW0306  HISTORY     - Date     Condition        Report By
 AW0306  HISTORY     - 1973     MONUMENTED       NGS
 AW0306  HISTORY     - 1976     GOOD             NGS
 AW0306  HISTORY     - 1976     GOOD             NGS
 AW0306  HISTORY     - 1978     GOOD             NGS
 AW0306  HISTORY     - 1983     GOOD             NGS
 AW0306  HISTORY     - 1985     GOOD             USPSQD
 AW0306  HISTORY     - 1986     GOOD             NGS
 AW0306  HISTORY     - 1987     GOOD             USPSQD
 AW0306  HISTORY     - 1989     GOOD             USPSQD
 AW0306  HISTORY     - 1990     GOOD             USPSQD
 AW0306  HISTORY     - 19940625 GOOD             USPSQD
 AW0306  HISTORY     - 20020103 GOOD             USPSQD
 AW0306  HISTORY     - 20040413 GOOD             USPSQD
 AW0306
 AW0306                          STATION DESCRIPTION
 AW0306
 AW0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0306'7.8 MI E FROM ADDICKS.
 AW0306'ABOUT 7.8 MILES EAST ALONG THE MISSOURI-KANSAS AND TEXAS RAILROAD FROM
 AW0306'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6 AT ADDICKS, AT INTERSTATE
 AW0306'10 OVERPASS OVER CAMPBELL ROAD, 19 1/2 FEET WEST OF THE CENTER LINE OF
 AW0306'THE SOUTHBOUND LANE OF CAMPBELL ROAD, 50 FEET SOUTH OF THE CENTER LINE
 AW0306'OF THE WESTBOUND LANE OF KATY FREEWAY, SET VERTICALLY IN THE EAST FACE
 AW0306'OF THE MOST NORTHERLY CONCRETE COLUMN FOR INTERSTATE 10 OVERPASS AND
 AW0306'3.3 FEET ABOVE THE LEVEL OF THE GROUND.
 AW0306
 AW0306                          STATION RECOVERY (1976)
 AW0306
 AW0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0306'RECOVERED IN GOOD CONDITION.
 AW0306
 AW0306                          STATION RECOVERY (1976)
 AW0306
 AW0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0306'RECOVERED IN GOOD CONDITION.
 AW0306
 AW0306                          STATION RECOVERY (1978)
 AW0306
 AW0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0306'RECOVERED IN GOOD CONDITION.
 AW0306
 AW0306                          STATION RECOVERY (1983)
 AW0306
 AW0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0306'RECOVERED IN GOOD CONDITION.
 AW0306
 AW0306                          STATION RECOVERY (1985)
 AW0306
 AW0306'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW0306'RECOVERED IN GOOD CONDITION.
 AW0306
 AW0306                          STATION RECOVERY (1986)
 AW0306
 AW0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0306'RECOVERED IN GOOD CONDITION.
 AW0306
 AW0306                          STATION RECOVERY (1987)
 AW0306
 AW0306'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0306'RECOVERED IN GOOD CONDITION.
 AW0306
 AW0306                          STATION RECOVERY (1989)
 AW0306
 AW0306'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0306'RECOVERED IN GOOD CONDITION.
 AW0306
 AW0306                          STATION RECOVERY (1990)
 AW0306
 AW0306'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW0306'RECOVERED IN GOOD CONDITION.
 AW0306
 AW0306                          STATION RECOVERY (1994)
 AW0306
 AW0306'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0306'RECOVERED IN GOOD CONDITION.
 AW0306
 AW0306                          STATION RECOVERY (2002)
 AW0306
 AW0306'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0306' 
 AW0306' 
 AW0306
 AW0306                          STATION RECOVERY (2004)
 AW0306
 AW0306'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4684 ***********************************************************************
 AW4684  DESIGNATION -  N 1212
 AW4684  PID         -  AW4684
 AW4684  STATE/COUNTY-  TX/FORT BEND
 AW4684  USGS QUAD   -  RICHMOND NE (1980)
 AW4684
 AW4684                         *CURRENT SURVEY CONTROL
 AW4684  ___________________________________________________________________
 AW4684* NAD 83(1986)-  29 39 17.     (N)    095 49 57.     (W)     SCALED    
 AW4684* NAVD 88     -        32.227  (meters)     105.73   (feet)  ADJUSTED  
 AW4684  ___________________________________________________________________
 AW4684  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW4684  DYNAMIC HT  -          32.183 (meters)     105.59  (feet)  COMP
 AW4684  MODELED GRAV-     979,269.4   (mgal)                       NAVD 88
 AW4684
 AW4684  VERT ORDER  -  FIRST     CLASS II
 AW4684
 AW4684.The horizontal coordinates were scaled from a topographic map and have
 AW4684.an estimated accuracy of +/- 6 seconds.
 AW4684
 AW4684.The orthometric height was determined by differential leveling
 AW4684.and adjusted by the National Geodetic Survey in June 1991..
 AW4684
 AW4684.The geoid height was determined by GEOID03.
 AW4684
 AW4684.The dynamic height is computed by dividing the NAVD 88
 AW4684.geopotential number by the normal gravity value computed on the
 AW4684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4684.degrees latitude (g = 980.6199 gals.).
 AW4684
 AW4684.The modeled gravity was interpolated from observed gravity values.
 AW4684
 AW4684;                    North         East    Units  Estimated Accuracy
 AW4684;SPC TXSC     - 4,206,010.      906,600.      MT  (+/- 180 meters Scaled)
 AW4684
 AW4684                          SUPERSEDED SURVEY CONTROL
 AW4684
 AW4684  NGVD 29 (12/23/87)   32.221  (m)          105.71   (f) ADJUSTED    1 2
 AW4684
 AW4684.Superseded values are not recommended for survey control.
 AW4684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4684.See file dsdata.txt to determine how the superseded data were derived.
 AW4684
 AW4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN258838(NAD 83)
 AW4684_MARKER: DB = BENCH MARK DISK
 AW4684_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4684_SP_SET: CULVERT HEADWALL
 AW4684_STAMPING: N 1212 1973
 AW4684_MARK LOGO: NGS   
 AW4684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4684+STABILITY: SURFACE MOTION
 AW4684
 AW4684  HISTORY     - Date     Condition        Report By
 AW4684  HISTORY     - 1973     MONUMENTED       NGS
 AW4684  HISTORY     - 1986     GOOD             NGS
 AW4684  HISTORY     - 1990     GOOD             USPSQD
 AW4684  HISTORY     - 19950108 GOOD             USPSQD
 AW4684
 AW4684                          STATION DESCRIPTION
 AW4684
 AW4684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4684'7.5 MI N FROM ROSENBERG.
 AW4684'0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4684'THE STATION AT ROSENBERG, THENCE 4.95 MILES NORTH ALONG FARM ROAD 723,
 AW4684'THENCE 2.3 MILES NORTH ALONG FARM ROAD 359, AT THE JUNCTION OF BRISCOE
 AW4684'ROAD (SETTEGAST RANCH ROAD) EAST, IN THE TOP AND 1.2 FEET SOUTH OF THE
 AW4684'NORTH END OF THE EAST CONCRETE HEADWALL OF A LARGE CONCRETE BOX
 AW4684'CULVERT 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 86 FEET NORTH OF
 AW4684'THE CENTER LINE OF THE ROAD EAST, AND ABOUT 1/2 FOOT LOWER THAN THE
 AW4684'ROAD.
 AW4684
 AW4684                          STATION RECOVERY (1986)
 AW4684
 AW4684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4684'RECOVERED IN GOOD CONDITION.
 AW4684
 AW4684                          STATION RECOVERY (1990)
 AW4684
 AW4684'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4684'RECOVERED IN GOOD CONDITION.
 AW4684
 AW4684                          STATION RECOVERY (1995)
 AW4684
 AW4684'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4169 ***********************************************************************
 AW4169  DESIGNATION -  N 1213
 AW4169  PID         -  AW4169
 AW4169  STATE/COUNTY-  TX/FORT BEND
 AW4169  USGS QUAD   -  GUY (1980)
 AW4169
 AW4169                         *CURRENT SURVEY CONTROL
 AW4169  ___________________________________________________________________
 AW4169* NAD 83(1986)-  29 20 38.     (N)    095 46 58.     (W)     SCALED    
 AW4169* NAVD 88     -        22.54   (+/-2cm)      74.0    (feet)  VERTCON   
 AW4169  ___________________________________________________________________
 AW4169  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW4169
 AW4169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4169
 AW4169.The horizontal coordinates were scaled from a topographic map and have
 AW4169.an estimated accuracy of +/- 6 seconds.
 AW4169
 AW4169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4169.The vertical order pertains to the NGVD 29 superseded value.
 AW4169
 AW4169.The geoid height was determined by GEOID03.
 AW4169
 AW4169;                    North         East    Units  Estimated Accuracy
 AW4169;SPC TXSC     - 4,171,710.      912,360.      MT  (+/- 180 meters Scaled)
 AW4169
 AW4169                          SUPERSEDED SURVEY CONTROL
 AW4169
 AW4169  NGVD 29 (??/??/92)   22.537  (m)           73.94   (f) ADJ UNCH    2 0
 AW4169
 AW4169.Superseded values are not recommended for survey control.
 AW4169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4169.See file dsdata.txt to determine how the superseded data were derived.
 AW4169
 AW4169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN298493(NAD 83)
 AW4169_MARKER: DB = BENCH MARK DISK
 AW4169_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW4169_SP_SET: 16 FEET
 AW4169_STAMPING: N 1213 1973
 AW4169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4169
 AW4169  HISTORY     - Date     Condition        Report By
 AW4169  HISTORY     - 1973     MONUMENTED       NGS
 AW4169  HISTORY     - 1988     GOOD             USPSQD
 AW4169  HISTORY     - 1989     GOOD             USPSQD
 AW4169  HISTORY     - 19980110 GOOD             USPSQD
 AW4169  HISTORY     - 19991120 GOOD             USPSQD
 AW4169
 AW4169                          STATION DESCRIPTION
 AW4169
 AW4169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4169'IN GUY.
 AW4169'AT GUY, 0.5 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 AW4169'STATE HIGHWAY 36 AND FARM ROAD 1994, AT THE JUNCTION OF A GRAVELED
 AW4169'ROAD SOUTHEAST, 38 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 26
 AW4169'FEET NORTHEAST OF THE EXTENDED CENTER LINE OF THE ROAD SOUTHEAST, 77
 AW4169'FEET NORTHWEST AND ACROSS THE ROAD FROM A T JUNCTION POWER POLE, 108
 AW4169'FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY NORTHWEST TO A HOUSE
 AW4169'NO. 13430, 1 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET
 AW4169'NORTHEAST OF A POWER POLE, 2.0 FEET SOUTHEAST OF A FENCE, 1.6 FEET
 AW4169'SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, A
 AW4169'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 AW4169'REFUSAL AT A DEPTH OF 16 FEET.  THE UPPER PORTION OF THE ROD IS
 AW4169'ENCASED IN A CONCRETE POST FLUSH WITH THE GROUND.
 AW4169
 AW4169                          STATION RECOVERY (1988)
 AW4169
 AW4169'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4169'RECOVERED IN GOOD CONDITION.
 AW4169
 AW4169                          STATION RECOVERY (1989)
 AW4169
 AW4169'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4169'RECOVERED IN GOOD CONDITION.
 AW4169
 AW4169                          STATION RECOVERY (1998)
 AW4169
 AW4169'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4169'RECOVERED IN GOOD CONDITION.
 AW4169
 AW4169                          STATION RECOVERY (1999)
 AW4169
 AW4169'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2363 ***********************************************************************
 AW2363  DESIGNATION -  N 1214
 AW2363  PID         -  AW2363
 AW2363  STATE/COUNTY-  TX/FORT BEND
 AW2363  USGS QUAD   -  MISSOURI CITY (1995)
 AW2363
 AW2363                         *CURRENT SURVEY CONTROL
 AW2363  ___________________________________________________________________
 AW2363* NAD 83(1986)-  29 31 32.     (N)    095 32 00.     (W)     SCALED    
 AW2363* NAVD 88     -        18.83   (+/-2cm)      61.8    (feet)  VERTCON   
 AW2363  ___________________________________________________________________
 AW2363  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW2363  OBS GRAVITY -     979,269.3   (mgal)                       GRAV_OBS
 AW2363
 AW2363  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2363
 AW2363.The horizontal coordinates were scaled from a topographic map and have
 AW2363.an estimated accuracy of +/- 6 seconds.
 AW2363
 AW2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2363.The vertical order pertains to the NGVD 29 superseded value.
 AW2363
 AW2363.The geoid height was determined by GEOID03.
 AW2363.The observed gravity was obtained from relative gravimeter ties
 AW2363.to the IGSN71 gravity network.
 AW2363
 AW2363;                    North         East    Units  Estimated Accuracy
 AW2363;SPC TXSC     - 4,192,520.      935,970.      MT  (+/- 180 meters Scaled)
 AW2363
 AW2363                          SUPERSEDED SURVEY CONTROL
 AW2363
 AW2363  NGVD 29 (??/??/92)   18.826  (m)           61.77   (f) ADJ UNCH    1 2
 AW2363
 AW2363.Superseded values are not recommended for survey control.
 AW2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2363.See file dsdata.txt to determine how the superseded data were derived.
 AW2363
 AW2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN544688(NAD 83)
 AW2363_MARKER: DB = BENCH MARK DISK
 AW2363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2363_SP_SET: CULVERT
 AW2363_STAMPING: N 1214 1973
 AW2363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2363
 AW2363  HISTORY     - Date     Condition        Report By
 AW2363  HISTORY     - 1973     MONUMENTED       NGS
 AW2363  HISTORY     - 1978     GOOD             NGS
 AW2363  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2363  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2363  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2363  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2363  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 AW2363  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2363
 AW2363                          STATION DESCRIPTION
 AW2363
 AW2363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2363'9.6 MI SE FROM SUGAR LAND.
 AW2363'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2363'HIGHWAY 59 AT SUGAR LAND, THENCE 7.3 MILES SOUTHEAST ALONG STATE
 AW2363'HIGHWAY 6, THENCE 1.15 MILES SOUTHEAST ALONG MC KEEVER ROAD, 0.15 MILE
 AW2363'NORTHWEST OF THE JUNCTION OF A DRIVEWAY SOUTHWEST TO SCHINDLER RANCH,
 AW2363'IN THE TOP OF THE NORTHEAST CONCRETE HEADWALL OF A 5-FOOT CONCRETE BOX
 AW2363'CULVERT, 3.0 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL, 14
 AW2363'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 AW2363'HIGHER THAN THE ROAD.
 AW2363
 AW2363                          STATION RECOVERY (1978)
 AW2363
 AW2363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2363'RECOVERED.  NOTE=SHOULD READ FROM JUNCTION OF U.S. HIGHWAY ALTERNATE
 AW2363'INSTEAD OF U.S. HIGHWAY 59.
 AW2363
 AW2363                          STATION RECOVERY (1986)
 AW2363
 AW2363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2363'NOT RECOVERED.
 AW2363
 AW2363                          STATION RECOVERY (1987)
 AW2363
 AW2363'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2363'MARK NOT FOUND.
 AW2363
 AW2363                          STATION RECOVERY (1987)
 AW2363
 AW2363'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2363'MARK NOT FOUND.
 AW2363
 AW2363                          STATION RECOVERY (1993)
 AW2363
 AW2363'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2363'MARK NOT FOUND.
 AW2363
 AW2363                          STATION RECOVERY (2004)
 AW2363
 AW2363'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2363'ROAD HAS BEEN WIDENED.
 AW2363
 AW2363                          STATION RECOVERY (2005)
 AW2363
 AW2363'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1592 ***********************************************************************
 BL1592  DESIGNATION -  N 1216
 BL1592  PID         -  BL1592
 BL1592  STATE/COUNTY-  TX/HARRIS
 BL1592  USGS QUAD   -  ROSE HILL (1980)
 BL1592
 BL1592                         *CURRENT SURVEY CONTROL
 BL1592  ___________________________________________________________________
 BL1592* NAD 83(1986)-  30 04 50.     (N)    095 43 57.     (W)     SCALED    
 BL1592* NAVD 88     -        68.189  (meters)     223.72   (feet)  ADJUSTED  
 BL1592  ___________________________________________________________________
 BL1592  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL1592  DYNAMIC HT  -          68.096 (meters)     223.41  (feet)  COMP
 BL1592  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 BL1592
 BL1592  VERT ORDER  -  FIRST     CLASS II
 BL1592
 BL1592.The horizontal coordinates were scaled from a topographic map and have
 BL1592.an estimated accuracy of +/- 6 seconds.
 BL1592
 BL1592.The orthometric height was determined by differential leveling
 BL1592.and adjusted by the National Geodetic Survey in June 1991..
 BL1592
 BL1592.The geoid height was determined by GEOID03.
 BL1592
 BL1592.The dynamic height is computed by dividing the NAVD 88
 BL1592.geopotential number by the normal gravity value computed on the
 BL1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1592.degrees latitude (g = 980.6199 gals.).
 BL1592
 BL1592.The modeled gravity was interpolated from observed gravity values.
 BL1592
 BL1592;                    North         East    Units  Estimated Accuracy
 BL1592;SPC TXSC     - 4,253,460.      914,960.      MT  (+/- 180 meters Scaled)
 BL1592
 BL1592                          SUPERSEDED SURVEY CONTROL
 BL1592
 BL1592  NGVD 29 (12/23/87)   68.182  (m)          223.69   (f) ADJUSTED    1 2
 BL1592
 BL1592.Superseded values are not recommended for survey control.
 BL1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1592.See file dsdata.txt to determine how the superseded data were derived.
 BL1592
 BL1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP366308(NAD 83)
 BL1592_MARKER: DB = BENCH MARK DISK
 BL1592_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1592+WITH SETTING: INFORMATION.
 BL1592_SP_SET: SHALLOW-SET METAL ROD
 BL1592_STAMPING: N 1216 1973
 BL1592_MARK LOGO: NGS   
 BL1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1592
 BL1592  HISTORY     - Date     Condition        Report By
 BL1592  HISTORY     - 1973     MONUMENTED       NGS
 BL1592  HISTORY     - 1978     GOOD             NGS
 BL1592  HISTORY     - 1986     GOOD             NGS
 BL1592  HISTORY     - 19931106 GOOD             USPSQD
 BL1592
 BL1592                          STATION DESCRIPTION
 BL1592
 BL1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1592'7.5 MI W FROM TOMBALL.
 BL1592'ABOUT 7.5 MILES WEST ALONG WALLER-TOMBALL RD. FROM THE CROSSING OF
 BL1592'BURLINGTON-ROCK ISLAND RAILROAD, 112 FEET WEST OF THE EXTENDED CENTER
 BL1592'LINE OF A PAVED ROAD LEADING NORTH, 49.7 FEET SOUTH OF THE CENTER LINE
 BL1592'OF WALLER-TOMBALL RD., 1.3 FEET EAST OF A CONCRETE HIGHWAY
 BL1592'RIGHT-OF-WAY MARKER POST, 1.1 FEET NORTH OF A FENCE, 1 FOOT WEST OF A
 BL1592'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK SET ON
 BL1592'TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD, AND
 BL1592'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.2 FOOT.
 BL1592
 BL1592                          STATION RECOVERY (1978)
 BL1592
 BL1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1592'RECOVERED IN GOOD CONDITION.
 BL1592
 BL1592                          STATION RECOVERY (1986)
 BL1592
 BL1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1592'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1592'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1592
 BL1592                          STATION RECOVERY (1993)
 BL1592
 BL1592'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1227 ***********************************************************************
 BL1227  DESIGNATION -  N 1217
 BL1227  PID         -  BL1227
 BL1227  STATE/COUNTY-  TX/HARRIS
 BL1227  USGS QUAD   -  MAEDAN (1982)
 BL1227
 BL1227                         *CURRENT SURVEY CONTROL
 BL1227  ___________________________________________________________________
 BL1227* NAD 83(1986)-  30 00 41.     (N)    095 19 47.     (W)     SCALED    
 BL1227* NAVD 88     -        28.566  (meters)      93.72   (feet)  ADJUSTED  
 BL1227  ___________________________________________________________________
 BL1227  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1227  DYNAMIC HT  -          28.527 (meters)      93.59  (feet)  COMP
 BL1227  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 BL1227
 BL1227  VERT ORDER  -  FIRST     CLASS II
 BL1227
 BL1227.The horizontal coordinates were scaled from a topographic map and have
 BL1227.an estimated accuracy of +/- 6 seconds.
 BL1227
 BL1227.The orthometric height was determined by differential leveling
 BL1227.and adjusted by the National Geodetic Survey in June 1991..
 BL1227
 BL1227.The geoid height was determined by GEOID03.
 BL1227
 BL1227.The dynamic height is computed by dividing the NAVD 88
 BL1227.geopotential number by the normal gravity value computed on the
 BL1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1227.degrees latitude (g = 980.6199 gals.).
 BL1227
 BL1227.The modeled gravity was interpolated from observed gravity values.
 BL1227
 BL1227;                    North         East    Units  Estimated Accuracy
 BL1227;SPC TXSC     - 4,246,950.      954,010.      MT  (+/- 180 meters Scaled)
 BL1227
 BL1227                          SUPERSEDED SURVEY CONTROL
 BL1227
 BL1227  NGVD 29 (12/23/87)   28.564  (m)           93.71   (f) ADJUSTED    1 2
 BL1227
 BL1227.Superseded values are not recommended for survey control.
 BL1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1227.See file dsdata.txt to determine how the superseded data were derived.
 BL1227
 BL1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP752223(NAD 83)
 BL1227_MARKER: DB = BENCH MARK DISK
 BL1227_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BL1227+WITH SETTING: INTO GROUND
 BL1227_SP_SET: METAL ROD WITH BASE PLATE
 BL1227_STAMPING: N 1217 1973
 BL1227_MARK LOGO: NGS   
 BL1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1227+STABILITY: SURFACE MOTION
 BL1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1227+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL1227
 BL1227  HISTORY     - Date     Condition        Report By
 BL1227  HISTORY     - 1973     MONUMENTED       NGS
 BL1227  HISTORY     - 1978     GOOD             NGS
 BL1227  HISTORY     - 1987     GOOD             NGS
 BL1227  HISTORY     - 19960615 GOOD             USPSQD
 BL1227  HISTORY     - 20040316 GOOD             USPSQD
 BL1227
 BL1227                          STATION DESCRIPTION
 BL1227
 BL1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1227'3.85 MI W FROM HUMBLE.
 BL1227'ABOUT 3.85 MILES WEST ALONG HIGHWAY FM 1960 FROM THE HIGHWAY 59
 BL1227'OVERPASS OVER FM 1960 AT HUMBLE.  NOTE-- ALSO CAN BE REACHED BY GOING
 BL1227'0.5 MILES EAST ALONG WESTFIELD LOOP ROAD FROM THE CHURCH OF CHRIST AT
 BL1227'WESTFIELD, THENCE 0.4 MILES EAST ALONG HUMBLE WESTFIELD ROAD THENCE
 BL1227'3.65 MILES EAST ALONG FM 1960.  SET IN THE NORTH LAWN OF THE LAKEVIEW
 BL1227'PARK BAPTIST CHURCH 51 FEET SOUTH OF THE CENTER LINE OF FM 1960 12
 BL1227'FEET WEST OF A 25 IN. PINE TREE, 138 FEET NORTH OF THE NORTHEAST
 BL1227'CORNER OF THE LAKEVIEW PARK BAPTIST CHURCH, 103 FEET WEST OF A PAVED
 BL1227'ROAD LEADING TO THE SOUTH.  A NGS DISK 1 FOOT NORTH OF A METAL WITNESS
 BL1227'POST ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND ON THE TOP OF A
 BL1227'4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 BL1227'DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND ENCASED IN A 6 IN.
 BL1227'PIPE WHICH PROJECTS 5 INCHES.
 BL1227
 BL1227                          STATION RECOVERY (1978)
 BL1227
 BL1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1227'RECOVERED IN GOOD CONDITION.
 BL1227
 BL1227                          STATION RECOVERY (1987)
 BL1227
 BL1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1227'RECOVERED IN GOOD CONDITION.
 BL1227
 BL1227                          STATION RECOVERY (1996)
 BL1227
 BL1227'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1227'RECOVERED IN GOOD CONDITION.
 BL1227
 BL1227                          STATION RECOVERY (2004)
 BL1227
 BL1227'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0977 ***********************************************************************
 AW0977  DESIGNATION -  N 1218
 AW0977  PID         -  AW0977
 AW0977  STATE/COUNTY-  TX/HARRIS
 AW0977  USGS QUAD   -  SETTEGAST (1995)
 AW0977
 AW0977                         *CURRENT SURVEY CONTROL
 AW0977  ___________________________________________________________________
 AW0977* NAD 83(1986)-  29 45 03.     (N)    095 19 27.     (W)     SCALED    
 AW0977* NAVD 88     -        11.94   (+/-2cm)      39.2    (feet)  VERTCON   
 AW0977  ___________________________________________________________________
 AW0977  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW0977
 AW0977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0977
 AW0977.The horizontal coordinates were scaled from a topographic map and have
 AW0977.an estimated accuracy of +/- 6 seconds.
 AW0977
 AW0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0977.The vertical order pertains to the NGVD 29 superseded value.
 AW0977
 AW0977.The geoid height was determined by GEOID03.
 AW0977
 AW0977;                    North         East    Units  Estimated Accuracy
 AW0977;SPC TXSC     - 4,218,100.      955,450.      MT  (+/- 180 meters Scaled)
 AW0977
 AW0977                          SUPERSEDED SURVEY CONTROL
 AW0977
 AW0977  NGVD 29 (??/??/92)   11.941  (m)           39.18   (f) ADJ UNCH    2 0
 AW0977
 AW0977.Superseded values are not recommended for survey control.
 AW0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0977.See file dsdata.txt to determine how the superseded data were derived.
 AW0977
 AW0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN752934(NAD 83)
 AW0977_MARKER: DB = BENCH MARK DISK
 AW0977_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0977_SP_SET: 16 FT.
 AW0977_STAMPING: N 1218 1973
 AW0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0977
 AW0977  HISTORY     - Date     Condition        Report By
 AW0977  HISTORY     - 1973     MONUMENTED       NGS
 AW0977  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW0977  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0977  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0977  HISTORY     - 19870120 MARK NOT FOUND   USPSQD
 AW0977  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW0977  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW0977
 AW0977                          STATION DESCRIPTION
 AW0977
 AW0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0977'IN HOUSTON.
 AW0977'AT HOUSTON, AT THE INTERSECTION OF LOCKWOOD DR. AND NAVINGATION BLVD.,
 AW0977'SOUTH OF AND ACROSS THE BLVD. FROM THE INTERNATIONAL HARVESTER CO.
 AW0977'BUILDING AND ABOUT IN LINE WITH THE CENTER OF THE SOUTH ENTRANCE,
 AW0977'ABOUT 16 1/2 FEET SOUTH OF THE SOUTH CURB OF NAVIGATION BLVD., 57 FEET
 AW0977'NORTHWEST OF THE NORTHWEST CORNER OF AN EXXON SERVICE STATION, 2.8
 AW0977'FEET NORTH OF THE CONCRETE FOUNDATION OF A TELEPHONE BOOTH, 1.3 FEET
 AW0977'SOUTHWEST OF A TELEPHONE POLE, 3.3 FEET WEST OF THE WEST EDGE OF THE
 AW0977'CONCRETE CURBING OF THE DRIVE TO THE SERVICE STATION, 2 FEET ABOVE THE
 AW0977'LEVEL OF THE BOULEVARD, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER
 AW0977'COATED STEEL ROD 2 INCHES BELOW THE SURFACE OF THE GROUND, AND
 AW0977'PROTECTED BY A 6-INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS
 AW0977'DRIVEN TO A DEPTH OF 16 FEET.
 AW0977
 AW0977                          STATION RECOVERY (1976)
 AW0977
 AW0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW0977'MARK NOT FOUND.
 AW0977
 AW0977                          STATION RECOVERY (1978)
 AW0977
 AW0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0977'NOT RECOVERED.  NOTE=BELIEVED TO BE EITHER DESTROYED OR UNDER
 AW0977'ASPHALT PARKING AREA.
 AW0977
 AW0977                          STATION RECOVERY (1987)
 AW0977
 AW0977'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0977'MARK NOT FOUND.
 AW0977
 AW0977                          STATION RECOVERY (1987)
 AW0977
 AW0977'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0977'MARK NOT FOUND.
 AW0977
 AW0977                          STATION RECOVERY (1996)
 AW0977
 AW0977'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0977'MARK NOT FOUND.
 AW0977
 AW0977                          STATION RECOVERY (2004)
 AW0977
 AW0977'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4794 ***********************************************************************
 AW4794  DESIGNATION -  N 1219
 AW4794  PID         -  AW4794
 AW4794  STATE/COUNTY-  TX/FORT BEND
 AW4794  USGS QUAD   -  RICHMOND (1980)
 AW4794
 AW4794                         *CURRENT SURVEY CONTROL
 AW4794  ___________________________________________________________________
 AW4794* NAD 83(1986)-  29 32 04.     (N)    095 48 23.     (W)     SCALED    
 AW4794* NAVD 88     -        29.096  (meters)      95.46   (feet)  ADJUSTED  
 AW4794  ___________________________________________________________________
 AW4794  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW4794  DYNAMIC HT  -          29.055 (meters)      95.32  (feet)  COMP
 AW4794  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 AW4794
 AW4794  VERT ORDER  -  FIRST     CLASS II
 AW4794
 AW4794.The horizontal coordinates were scaled from a topographic map and have
 AW4794.an estimated accuracy of +/- 6 seconds.
 AW4794
 AW4794.The orthometric height was determined by differential leveling
 AW4794.and adjusted by the National Geodetic Survey in June 1991..
 AW4794
 AW4794.The geoid height was determined by GEOID03.
 AW4794
 AW4794.The dynamic height is computed by dividing the NAVD 88
 AW4794.geopotential number by the normal gravity value computed on the
 AW4794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4794.degrees latitude (g = 980.6199 gals.).
 AW4794
 AW4794.The modeled gravity was interpolated from observed gravity values.
 AW4794
 AW4794;                    North         East    Units  Estimated Accuracy
 AW4794;SPC TXSC     - 4,192,750.      909,490.      MT  (+/- 180 meters Scaled)
 AW4794
 AW4794                          SUPERSEDED SURVEY CONTROL
 AW4794
 AW4794  NGVD 29 (12/23/87)   29.092  (m)           95.45   (f) ADJUSTED    1 2
 AW4794
 AW4794.Superseded values are not recommended for survey control.
 AW4794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4794.See file dsdata.txt to determine how the superseded data were derived.
 AW4794
 AW4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN280704(NAD 83)
 AW4794_MARKER: DB = BENCH MARK DISK
 AW4794_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4794_SP_SET: CULVERT HEADWALL
 AW4794_STAMPING: N 1219 1973
 AW4794_MARK LOGO: NGS   
 AW4794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4794+STABILITY: SURFACE MOTION
 AW4794
 AW4794  HISTORY     - Date     Condition        Report By
 AW4794  HISTORY     - 1973     MONUMENTED       NGS
 AW4794  HISTORY     - 1986     GOOD             NGS
 AW4794  HISTORY     - 1987     GOOD             USPSQD
 AW4794  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4794  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4794  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4794  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4794  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4794
 AW4794                          STATION DESCRIPTION
 AW4794
 AW4794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4794'1.55 MI S FROM ROSENBERG.
 AW4794'1.55 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE FIRST BAPTIST CHURCH
 AW4794'AT ROSENBERG, AT THE JUNCTION OF CHALLENDER STREET WEST, IN THE TOP
 AW4794'AND 3.0 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF
 AW4794'DOUBLE 24-INCH PIPE CULVERTS, 26 FEET EAST OF THE CENTER LINE OF THE
 AW4794'HIGHWAY, 48 FEET NORTH OF THE EXTENDED CENTER LINE OF THE STREET, AND
 AW4794'ABOUT LEVEL WITH THE HIGHWAY.
 AW4794
 AW4794                          STATION RECOVERY (1986)
 AW4794
 AW4794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4794'RECOVERED IN GOOD CONDITION.
 AW4794
 AW4794                          STATION RECOVERY (1987)
 AW4794
 AW4794'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW4794'RECOVERED IN GOOD CONDITION.
 AW4794
 AW4794                          STATION RECOVERY (1988)
 AW4794
 AW4794'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4794'MARK NOT FOUND.
 AW4794
 AW4794                          STATION RECOVERY (1988)
 AW4794
 AW4794'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4794'MARK NOT FOUND.
 AW4794
 AW4794                          STATION RECOVERY (1989)
 AW4794
 AW4794'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4794'MARK NOT FOUND.
 AW4794
 AW4794                          STATION RECOVERY (1990)
 AW4794
 AW4794'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4794'MARK NOT FOUND.
 AW4794
 AW4794                          STATION RECOVERY (1993)
 AW4794
 AW4794'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1617 ***********************************************************************
 AX1617  DESIGNATION -  N 122
 AX1617  PID         -  AX1617
 AX1617  STATE/COUNTY-  TX/DE WITT
 AX1617  USGS QUAD   -  EDGAR (1987)
 AX1617
 AX1617                         *CURRENT SURVEY CONTROL
 AX1617  ___________________________________________________________________
 AX1617* NAD 83(1986)-  29 13 46.     (N)    097 12 49.     (W)     SCALED    
 AX1617* NAVD 88     -        99.63   (+/-2cm)     326.9    (feet)  VERTCON   
 AX1617  ___________________________________________________________________
 AX1617  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1617
 AX1617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1617
 AX1617.The horizontal coordinates were scaled from a topographic map and have
 AX1617.an estimated accuracy of +/- 6 seconds.
 AX1617
 AX1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1617.The vertical order pertains to the NGVD 29 superseded value.
 AX1617
 AX1617.The geoid height was determined by GEOID03.
 AX1617
 AX1617;                    North         East    Units  Estimated Accuracy
 AX1617;SPC TXSC     - 4,156,050.      773,650.      MT  (+/- 180 meters Scaled)
 AX1617
 AX1617                          SUPERSEDED SURVEY CONTROL
 AX1617
 AX1617  NGVD 29 (??/??/92)   99.624  (m)          326.85   (f) ADJ UNCH    2 0
 AX1617
 AX1617.Superseded values are not recommended for survey control.
 AX1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1617.See file dsdata.txt to determine how the superseded data were derived.
 AX1617
 AX1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT736347(NAD 83)
 AX1617_MARKER: DB = BENCH MARK DISK
 AX1617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1617_SP_SET: CULVERT
 AX1617_STAMPING: N-122 1933
 AX1617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1617
 AX1617  HISTORY     - Date     Condition        Report By
 AX1617  HISTORY     - 1933     MONUMENTED       CGS
 AX1617
 AX1617                          STATION DESCRIPTION
 AX1617
 AX1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1617'6.8 MI S FROM YOAKUM.
 AX1617'6.8 MILES SOUTH FROM THE STATION ALONG THE TEXAS AND NEW ORLEANS R.R.
 AX1617'7 POLES SOUTH OF M.P.124 AND 12 FT. EAST OF THE CENTERLINE OF THE
 AX1617'TRACKS IN THE NORTH END OF THE EAST WING OF 6 FT. X 3 FT. CONCRETE BOX
 AX1617'CULVERT NO. 124 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4145 ***********************************************************************
 AW4145  DESIGNATION -  N 1220
 AW4145  PID         -  AW4145
 AW4145  STATE/COUNTY-  TX/BRAZORIA
 AW4145  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4145
 AW4145                         *CURRENT SURVEY CONTROL
 AW4145  ___________________________________________________________________
 AW4145* NAD 83(1986)-  29 11 26.     (N)    095 40 45.     (W)     SCALED    
 AW4145* NAVD 88     -        11.43   (+/-2cm)      37.5    (feet)  VERTCON   
 AW4145  ___________________________________________________________________
 AW4145  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW4145
 AW4145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4145
 AW4145.The horizontal coordinates were scaled from a topographic map and have
 AW4145.an estimated accuracy of +/- 6 seconds.
 AW4145
 AW4145.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4145.The vertical order pertains to the NGVD 29 superseded value.
 AW4145
 AW4145.The geoid height was determined by GEOID03.
 AW4145
 AW4145;                    North         East    Units  Estimated Accuracy
 AW4145;SPC TXSC     - 4,155,000.      922,900.      MT  (+/- 180 meters Scaled)
 AW4145
 AW4145                          SUPERSEDED SURVEY CONTROL
 AW4145
 AW4145  NGVD 29 (??/??/92)   11.444  (m)           37.55   (f) ADJ UNCH    2 0
 AW4145
 AW4145.Superseded values are not recommended for survey control.
 AW4145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4145.See file dsdata.txt to determine how the superseded data were derived.
 AW4145
 AW4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN394320(NAD 83)
 AW4145_MARKER: DB = BENCH MARK DISK
 AW4145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4145_SP_SET: CULVERT
 AW4145_STAMPING: N 1220 1973
 AW4145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4145
 AW4145  HISTORY     - Date     Condition        Report By
 AW4145  HISTORY     - 1973     MONUMENTED       NGS
 AW4145  HISTORY     - 1987     GOOD             USPSQD
 AW4145  HISTORY     - 1987     GOOD             USPSQD
 AW4145  HISTORY     - 1988     GOOD             USPSQD
 AW4145  HISTORY     - 1989     GOOD             USPSQD
 AW4145  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4145
 AW4145                          STATION DESCRIPTION
 AW4145
 AW4145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4145'4.0 MI NW FROM WEST COLUMBIA.
 AW4145'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4145'HIGHWAY 35 AT WEST COLUMBIA, 0.2 MILE NORTHWEST OF A DRIVEWAY TO A
 AW4145'BRICK HOUSE, 24.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN
 AW4145'THE TOP AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 AW4145'CONCRETE HEADWALL OF A DOUBLE BOX CULVERT, AND ABOUT LEVEL WITH THE
 AW4145'HIGHWAY.
 AW4145
 AW4145                          STATION RECOVERY (1987)
 AW4145
 AW4145'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4145'RECOVERED IN GOOD CONDITION.
 AW4145
 AW4145                          STATION RECOVERY (1987)
 AW4145
 AW4145'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4145'RECOVERED IN GOOD CONDITION.
 AW4145
 AW4145                          STATION RECOVERY (1988)
 AW4145
 AW4145'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4145'RECOVERED IN GOOD CONDITION.
 AW4145
 AW4145                          STATION RECOVERY (1989)
 AW4145
 AW4145'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4145'RECOVERED IN GOOD CONDITION.
 AW4145
 AW4145                          STATION RECOVERY (1994)
 AW4145
 AW4145'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0683 ***********************************************************************
 BM0683  DESIGNATION -  N 1222
 BM0683  PID         -  BM0683
 BM0683  STATE/COUNTY-  TX/TRAVIS
 BM0683  USGS QUAD   -  OAK HILL (1988)
 BM0683
 BM0683                         *CURRENT SURVEY CONTROL
 BM0683  ___________________________________________________________________
 BM0683* NAD 83(1986)-  30 13 18.     (N)    097 45 46.     (W)     SCALED    
 BM0683* NAVD 88     -       201.533  (meters)     661.20   (feet)  ADJUSTED  
 BM0683  ___________________________________________________________________
 BM0683  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM0683  DYNAMIC HT  -         201.257 (meters)     660.29  (feet)  COMP
 BM0683  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 BM0683
 BM0683  VERT ORDER  -  FIRST     CLASS I
 BM0683
 BM0683.The horizontal coordinates were scaled from a topographic map and have
 BM0683.an estimated accuracy of +/- 6 seconds.
 BM0683
 BM0683.The orthometric height was determined by differential leveling
 BM0683.and adjusted by the National Geodetic Survey in June 1991..
 BM0683
 BM0683.The geoid height was determined by GEOID03.
 BM0683
 BM0683.The dynamic height is computed by dividing the NAVD 88
 BM0683.geopotential number by the normal gravity value computed on the
 BM0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0683.degrees latitude (g = 980.6199 gals.).
 BM0683
 BM0683.The modeled gravity was interpolated from observed gravity values.
 BM0683
 BM0683;                    North         East    Units  Estimated Accuracy
 BM0683;SPC TX C     - 3,064,390.      947,440.      MT  (+/- 180 meters Scaled)
 BM0683
 BM0683                          SUPERSEDED SURVEY CONTROL
 BM0683
 BM0683  NGVD 29 (??/??/92)  201.454  (m)          660.94   (f) ADJ UNCH    1 1
 BM0683
 BM0683.Superseded values are not recommended for survey control.
 BM0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0683.See file dsdata.txt to determine how the superseded data were derived.
 BM0683
 BM0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU190439(NAD 83)
 BM0683_MARKER: DB = BENCH MARK DISK
 BM0683_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0683_STAMPING: N 1222 1973
 BM0683_MARK LOGO: NGS   
 BM0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0683
 BM0683  HISTORY     - Date     Condition        Report By
 BM0683  HISTORY     - 1973     MONUMENTED       NGS
 BM0683  HISTORY     - 1978     GOOD             NGS
 BM0683  HISTORY     - 1980     GOOD             NGS
 BM0683  HISTORY     - 1980     GOOD             NGS
 BM0683  HISTORY     - 1990     GOOD             USPSQD
 BM0683  HISTORY     - 19910401 GOOD             USPSQD
 BM0683  HISTORY     - 19910719 GOOD             USPSQD
 BM0683  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0683  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 BM0683
 BM0683                          STATION DESCRIPTION
 BM0683
 BM0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0683'0.8 MI NW FROM AUSTIN.
 BM0683'ABOUT 0.8 MILES NORTHWEST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 71
 BM0683'FROM INTERSTATE HIGHWAY 35 OVERPASS AT AUSTIN, 0.1 MILES SOUTHEAST OF
 BM0683'U.S. HIGHWAY 81 SOUTH OF THE CONGRESS AVE OVERPASS, AT A RAILROAD
 BM0683'OVERPASS OF THE MISSOURI PACIFIC RAILROAD, 34.0 FEET NORTHEAST OF THE
 BM0683'CENTER LINE OF AN ACCESS ROAD, 11.5 FEET NORTHWEST OF THE NORTHWEST
 BM0683'RAIL, 4.5 FEET NORTHWEST OF A CONCRETE BANNISTER SUPPORTING A PIPE
 BM0683'RAILING, SET IN TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 BM0683'ABUTMENT OF THE OVERPASS, 0.8 MILES NORTHWEST OF THE BENCH MARK M 1222
 BM0683'ABOUT 1/2 FEET BELOW LEVEL OF THE TRACK.
 BM0683
 BM0683                          STATION RECOVERY (1978)
 BM0683
 BM0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0683'RECOVERED IN GOOD CONDITION.
 BM0683
 BM0683                          STATION RECOVERY (1980)
 BM0683
 BM0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0683'RECOVERED IN GOOD CONDITION.
 BM0683
 BM0683                          STATION RECOVERY (1980)
 BM0683
 BM0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0683'RECOVERED IN GOOD CONDITION.
 BM0683
 BM0683                          STATION RECOVERY (1990)
 BM0683
 BM0683'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0683'RECOVERED IN GOOD CONDITION.
 BM0683
 BM0683                          STATION RECOVERY (1991)
 BM0683
 BM0683'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0683'RECOVERED IN GOOD CONDITION.
 BM0683
 BM0683                          STATION RECOVERY (1991)
 BM0683
 BM0683'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0683'RECOVERED IN GOOD CONDITION.
 BM0683
 BM0683                          STATION RECOVERY (1995)
 BM0683
 BM0683'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0683'MARK NOT FOUND.
 BM0683
 BM0683                          STATION RECOVERY (2003)
 BM0683
 BM0683'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0683'THIS OVERPASS WAS DESTROYED DURING THE RECONSTRUCTION OF U.S. 290 AND
 BM0683'THE ENTIRE RAILROAD SPUR WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0047 ***********************************************************************
 AX0047  DESIGNATION -  N 1223
 AX0047  PID         -  AX0047
 AX0047  STATE/COUNTY-  TX/AUSTIN
 AX0047  USGS QUAD   -  NEW ULM (1981)
 AX0047
 AX0047                         *CURRENT SURVEY CONTROL
 AX0047  ___________________________________________________________________
 AX0047* NAD 83(1986)-  29 52 34.     (N)    096 25 37.     (W)     SCALED    
 AX0047* NAVD 88     -       117.769  (meters)     386.38   (feet)  ADJUSTED  
 AX0047  ___________________________________________________________________
 AX0047  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX0047  DYNAMIC HT  -         117.607 (meters)     385.85  (feet)  COMP
 AX0047  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 AX0047  OBS GRAVITY -     979,264.0   (mgal)                       GRAV_OBS
 AX0047
 AX0047  VERT ORDER  -  FIRST     CLASS I
 AX0047
 AX0047.The horizontal coordinates were scaled from a topographic map and have
 AX0047.an estimated accuracy of +/- 6 seconds.
 AX0047
 AX0047.The orthometric height was determined by differential leveling
 AX0047.and adjusted by the National Geodetic Survey in June 1991..
 AX0047
 AX0047.The geoid height was determined by GEOID03.
 AX0047
 AX0047.The dynamic height is computed by dividing the NAVD 88
 AX0047.geopotential number by the normal gravity value computed on the
 AX0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0047.degrees latitude (g = 980.6199 gals.).
 AX0047
 AX0047.The modeled gravity was interpolated from observed gravity values.
 AX0047.The observed gravity was obtained from relative gravimeter ties
 AX0047.to the IGSN71 gravity network.
 AX0047
 AX0047;                    North         East    Units  Estimated Accuracy
 AX0047;SPC TXSC     - 4,229,130.      848,530.      MT  (+/- 180 meters Scaled)
 AX0047
 AX0047                          SUPERSEDED SURVEY CONTROL
 AX0047
 AX0047  NGVD 29 (12/23/87)  117.737  (m)          386.28   (f) ADJUSTED    1 1
 AX0047
 AX0047.Superseded values are not recommended for survey control.
 AX0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0047.See file dsdata.txt to determine how the superseded data were derived.
 AX0047
 AX0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU485078(NAD 83)
 AX0047_MARKER: DB = BENCH MARK DISK
 AX0047_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0047_SP_SET: COPPER-CLAD STEEL ROD
 AX0047_STAMPING: N 1223 1973
 AX0047_MARK LOGO: NGS   
 AX0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0047
 AX0047  HISTORY     - Date     Condition        Report By
 AX0047  HISTORY     - 1973     MONUMENTED       NGS
 AX0047  HISTORY     - 1976     GOOD             NGS
 AX0047  HISTORY     - 1976     GOOD             NGS
 AX0047  HISTORY     - 1978     GOOD             NGS
 AX0047  HISTORY     - 1987     GOOD             NGS
 AX0047
 AX0047                          STATION DESCRIPTION
 AX0047
 AX0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0047'4.0 MI E FROM NEW ULM.
 AX0047'4.0 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0047'CROSSING OF FARM ROAD 109 AT NEW ULM, AT THE CROSSING OF PRIVATE ROAD,
 AX0047'33.6 FEET NORTH OF THE NORTH RAIL, 32 FEET WEST OF THE CENTER LINE OF
 AX0047'THE ROAD, 14 1/2 FEET SOUTHWEST OF THE WEST END OF A METAL GATE, 1 1/2
 AX0047'FEET WEST OF THE 1ST TELEPHONE POLE WEST OF THE ROAD CROSSING, 1.9
 AX0047'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON THE
 AX0047'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A
 AX0047'DEPTH OF 16 FEET, THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AX0047'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX0047
 AX0047                          STATION RECOVERY (1976)
 AX0047
 AX0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0047'RECOVERED IN GOOD CONDITION.
 AX0047
 AX0047                          STATION RECOVERY (1976)
 AX0047
 AX0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0047'RECOVERED IN GOOD CONDITION.
 AX0047
 AX0047                          STATION RECOVERY (1978)
 AX0047
 AX0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0047'RECOVERED IN GOOD CONDITION.
 AX0047
 AX0047                          STATION RECOVERY (1987)
 AX0047
 AX0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0439 ***********************************************************************
 BM0439  DESIGNATION -  N 1224
 BM0439  PID         -  BM0439
 BM0439  STATE/COUNTY-  TX/BASTROP
 BM0439  USGS QUAD   -  BASTROP (1982)
 BM0439
 BM0439                         *CURRENT SURVEY CONTROL
 BM0439  ___________________________________________________________________
 BM0439* NAD 83(1986)-  30 03 09.     (N)    097 18 13.     (W)     SCALED    
 BM0439* NAVD 88     -       108.600  (meters)     356.30   (feet)  ADJUSTED  
 BM0439  ___________________________________________________________________
 BM0439  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BM0439  DYNAMIC HT  -         108.453 (meters)     355.82  (feet)  COMP
 BM0439  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 BM0439
 BM0439  VERT ORDER  -  FIRST     CLASS I
 BM0439
 BM0439.The horizontal coordinates were scaled from a topographic map and have
 BM0439.an estimated accuracy of +/- 6 seconds.
 BM0439
 BM0439.The orthometric height was determined by differential leveling
 BM0439.and adjusted by the National Geodetic Survey in June 1991..
 BM0439
 BM0439.The geoid height was determined by GEOID03.
 BM0439
 BM0439.The dynamic height is computed by dividing the NAVD 88
 BM0439.geopotential number by the normal gravity value computed on the
 BM0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0439.degrees latitude (g = 980.6199 gals.).
 BM0439
 BM0439.The modeled gravity was interpolated from observed gravity values.
 BM0439
 BM0439;                    North         East    Units  Estimated Accuracy
 BM0439;SPC TX C     - 3,046,750.      992,140.      MT  (+/- 180 meters Scaled)
 BM0439
 BM0439                          SUPERSEDED SURVEY CONTROL
 BM0439
 BM0439  NGVD 29 (??/??/92)  108.549  (m)          356.13   (f) ADJ UNCH    1 1
 BM0439
 BM0439.Superseded values are not recommended for survey control.
 BM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0439.See file dsdata.txt to determine how the superseded data were derived.
 BM0439
 BM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU635258(NAD 83)
 BM0439_MARKER: DB = BENCH MARK DISK
 BM0439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0439_SP_SET: 29.5 FT
 BM0439_STAMPING: N 1224 1973
 BM0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0439
 BM0439  HISTORY     - Date     Condition        Report By
 BM0439  HISTORY     - 1973     MONUMENTED       NGS
 BM0439  HISTORY     - 1978     GOOD             NGS
 BM0439  HISTORY     - 20040516 GOOD             USPSQD
 BM0439
 BM0439                          STATION DESCRIPTION
 BM0439
 BM0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0439'4.3 MI SE FROM BASTROP.
 BM0439'ABOUT 4.3 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0439'RAILROAD FROM THE STATION AT BASTROP, 168.0 FEET SOUTHEAST OF THE
 BM0439'CENTER OF A PAVED ROAD CROSSING, 36.6 FEET SOUTHWEST OF THE SOUTHWEST
 BM0439'TRACK, 2.4 FEET NORTHWEST OF A TELEPHONE POLE AND IN LINE WITH A ROW
 BM0439'OF POLES, 8.2 FEET NORTHEAST OF A FENCE, 0.7 MILES NORTHWEST OF B.M. J
 BM0439'806, 0.5 FEET SOUTHEAST OF A METAL WITNESS POST AND ABOUT 3.0 FEET
 BM0439'BELOW THE LEVEL OF THE TRACK AND IS A DISK ON TOP OF A COPPER COATED
 BM0439'STEEL ROD PROJECTING 2-IN. PROTECTING A 6-IN IRON PIPE WHICH PROJECTS
 BM0439'5-IN.  THE ROD WAS DRIVEN TO A REFUSAL AT A DEPTH OF 29 1/2 FEET.
 BM0439
 BM0439                          STATION RECOVERY (1978)
 BM0439
 BM0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0439'RECOVERED IN GOOD CONDITION.
 BM0439
 BM0439                          STATION RECOVERY (2004)
 BM0439
 BM0439'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0527 ***********************************************************************
 BM0527  DESIGNATION -  N 1225
 BM0527  PID         -  BM0527
 BM0527  STATE/COUNTY-  TX/BASTROP
 BM0527  USGS QUAD   -  BASTROP SW (1982)
 BM0527
 BM0527                         *CURRENT SURVEY CONTROL
 BM0527  ___________________________________________________________________
 BM0527* NAD 83(1986)-  30 06 36.     (N)    097 25 01.     (W)     SCALED    
 BM0527* NAVD 88     -       126.979  (meters)     416.60   (feet)  ADJUSTED  
 BM0527  ___________________________________________________________________
 BM0527  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0527  DYNAMIC HT  -         126.807 (meters)     416.03  (feet)  COMP
 BM0527  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 BM0527
 BM0527  VERT ORDER  -  FIRST     CLASS I
 BM0527
 BM0527.The horizontal coordinates were scaled from a topographic map and have
 BM0527.an estimated accuracy of +/- 6 seconds.
 BM0527
 BM0527.The orthometric height was determined by differential leveling
 BM0527.and adjusted by the National Geodetic Survey in June 1991..
 BM0527
 BM0527.The geoid height was determined by GEOID03.
 BM0527
 BM0527.The dynamic height is computed by dividing the NAVD 88
 BM0527.geopotential number by the normal gravity value computed on the
 BM0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0527.degrees latitude (g = 980.6199 gals.).
 BM0527
 BM0527.The modeled gravity was interpolated from observed gravity values.
 BM0527
 BM0527;                    North         East    Units  Estimated Accuracy
 BM0527;SPC TX C     - 3,052,830.      981,050.      MT  (+/- 180 meters Scaled)
 BM0527
 BM0527                          SUPERSEDED SURVEY CONTROL
 BM0527
 BM0527  NGVD 29 (??/??/92)  126.919  (m)          416.40   (f) ADJ UNCH    1 1
 BM0527
 BM0527.Superseded values are not recommended for survey control.
 BM0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0527.See file dsdata.txt to determine how the superseded data were derived.
 BM0527
 BM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU525320(NAD 83)
 BM0527_MARKER: DB = BENCH MARK DISK
 BM0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0527_SP_SET: ABUTMENT
 BM0527_STAMPING: N 1225 1973
 BM0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0527+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 BM0527
 BM0527  HISTORY     - Date     Condition        Report By
 BM0527  HISTORY     - 1973     MONUMENTED       NGS
 BM0527  HISTORY     - 1978     GOOD             NGS
 BM0527  HISTORY     - 1989     GOOD             USPSQD
 BM0527  HISTORY     - 1990     GOOD             USPSQD
 BM0527  HISTORY     - 1991     GOOD             USPSQD
 BM0527  HISTORY     - 19951226 GOOD             USPSQD
 BM0527  HISTORY     - 20020917 GOOD             USPSQD
 BM0527  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 BM0527
 BM0527                          STATION DESCRIPTION
 BM0527
 BM0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0527'6.0 MI W FROM BASTROP.
 BM0527'ABOUT 0.3 MILES SOUTH ALONG PECAN STREET FROM THE COUNTY COURTHOUSE AT
 BM0527'BASTROP, THENCE 5.7 MILES WEST ALONG STATE HIGHWAY, 26.0 FEET NORTH OF
 BM0527'THE CENTER LINE OF THE SOUTH LAND OF THE HIGHWAY AT A CONCRETE HIGHWAY
 BM0527'BRIDGE, SET IN TOP OF THE EAST END OF A CONCRETE RETAINING WALL
 BM0527'EXTENDING EASTERLY FROM THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 BM0527'THE BRIDGE, 0.5 FEET SOUTH OF A STEEL GUARD RAILING, 1.1 MILES EAST OF
 BM0527'THE BENCH MARK M 1225 AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 BM0527'HIGHWAY.
 BM0527
 BM0527                          STATION RECOVERY (1978)
 BM0527
 BM0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0527'RECOVERED IN GOOD CONDITION.
 BM0527
 BM0527                          STATION RECOVERY (1989)
 BM0527
 BM0527'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0527'RECOVERED IN GOOD CONDITION.
 BM0527
 BM0527                          STATION RECOVERY (1990)
 BM0527
 BM0527'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0527'RECOVERED IN GOOD CONDITION.
 BM0527
 BM0527                          STATION RECOVERY (1991)
 BM0527
 BM0527'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0527'RECOVERED IN GOOD CONDITION.
 BM0527
 BM0527                          STATION RECOVERY (1995)
 BM0527
 BM0527'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0527'RECOVERED IN GOOD CONDITION.
 BM0527
 BM0527                          STATION RECOVERY (2002)
 BM0527
 BM0527'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BM0527'RECOVERED IN GOOD CONDITION.
 BM0527
 BM0527                          STATION RECOVERY (2004)
 BM0527
 BM0527'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVS)
 BM0527'CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0271 ***********************************************************************
 AW0271  DESIGNATION -  N 1226
 AW0271  PID         -  AW0271
 AW0271  STATE/COUNTY-  TX/HARRIS
 AW0271  USGS QUAD   -  ADDICKS (1995)
 AW0271
 AW0271                         *CURRENT SURVEY CONTROL
 AW0271  ___________________________________________________________________
 AW0271* NAD 83(1986)-  29 47 09.     (N)    095 39 42.     (W)     SCALED    
 AW0271* NAVD 88     -        28.741  (meters)      94.29   (feet)  ADJUSTED  
 AW0271  ___________________________________________________________________
 AW0271  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0271  DYNAMIC HT  -          28.701 (meters)      94.16  (feet)  COMP
 AW0271  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 AW0271  OBS GRAVITY -     979,279.9   (mgal)                       GRAV_OBS
 AW0271
 AW0271  VERT ORDER  -  FIRST     CLASS I
 AW0271
 AW0271.The horizontal coordinates were scaled from a topographic map and have
 AW0271.an estimated accuracy of +/- 6 seconds.
 AW0271
 AW0271.The orthometric height was determined by differential leveling
 AW0271.and adjusted by the National Geodetic Survey in June 1991..
 AW0271
 AW0271.The geoid height was determined by GEOID03.
 AW0271
 AW0271.The dynamic height is computed by dividing the NAVD 88
 AW0271.geopotential number by the normal gravity value computed on the
 AW0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0271.degrees latitude (g = 980.6199 gals.).
 AW0271
 AW0271.The modeled gravity was interpolated from observed gravity values.
 AW0271.The observed gravity was obtained from relative gravimeter ties
 AW0271.to the IGSN71 gravity network.
 AW0271
 AW0271;                    North         East    Units  Estimated Accuracy
 AW0271;SPC TXSC     - 4,221,000.      922,720.      MT  (+/- 180 meters Scaled)
 AW0271
 AW0271                          SUPERSEDED SURVEY CONTROL
 AW0271
 AW0271  NGVD 29 (12/23/87)   28.733  (m)           94.27   (f) ADJUSTED    1 1
 AW0271
 AW0271.Superseded values are not recommended for survey control.
 AW0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0271.See file dsdata.txt to determine how the superseded data were derived.
 AW0271
 AW0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN426980(NAD 83)
 AW0271_MARKER: DB = BENCH MARK DISK
 AW0271_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0271_SP_SET: COPPER-CLAD STEEL ROD
 AW0271_STAMPING: N 1226 1976
 AW0271_MARK LOGO: NGS   
 AW0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0271
 AW0271  HISTORY     - Date     Condition        Report By
 AW0271  HISTORY     - 1976     MONUMENTED       NGS
 AW0271  HISTORY     - 1978     GOOD             NGS
 AW0271  HISTORY     - 1986     GOOD             NGS
 AW0271  HISTORY     - 19950905 GOOD             USPSQD
 AW0271  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW0271
 AW0271                          STATION DESCRIPTION
 AW0271
 AW0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW0271'1.0 MI WEST FROM ADDICKS.
 AW0271'1.0 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0271'RAILROAD OVERPASS OVER STATE HIGHWAY 6 AT ADDICKS, AT A POWER LINE
 AW0271'CROSSING 45.5 FEET NORTH OF THE CENTER LINE OF THE ACCESS ROAD
 AW0271'NORTH OF INTERSTATE HIGHWAY 10, 39 FEET SOUTH OF THE SOUTH RAIL OF THE
 AW0271'TRACK, 2 FEET EAST OF A POWER LINE POLE ABOUT 0.1 MILE WEST OF A
 AW0271'DRAINAGE CANAL CROSSING.  DRIVEN TO REFUSAL.
 AW0271
 AW0271                          STATION RECOVERY (1978)
 AW0271
 AW0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0271'RECOVERED IN GOOD CONDITION.
 AW0271
 AW0271                          STATION RECOVERY (1986)
 AW0271
 AW0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0271'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.4 M
 AW0271'(1.3 FT) WEST OF A WITNESS POST.
 AW0271
 AW0271                          STATION RECOVERY (1995)
 AW0271
 AW0271'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0271'RECOVERED IN GOOD CONDITION.
 AW0271
 AW0271                          STATION RECOVERY (2004)
 AW0271
 AW0271'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0662 ***********************************************************************
 AN0662  DESIGNATION -  N 123
 AN0662  PID         -  AN0662
 AN0662  STATE/COUNTY-  TX/VICTORIA
 AN0662  USGS QUAD   -  VICTORIA EAST (1995)
 AN0662
 AN0662                         *CURRENT SURVEY CONTROL
 AN0662  ___________________________________________________________________
 AN0662* NAD 83(1986)-  28 47 44.     (N)    096 59 56.     (W)     SCALED    
 AN0662* NAVD 88     -        26.11   (+/-2cm)      85.7    (feet)  VERTCON   
 AN0662  ___________________________________________________________________
 AN0662  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0662
 AN0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0662
 AN0662.The horizontal coordinates were scaled from a topographic map and have
 AN0662.an estimated accuracy of +/- 6 seconds.
 AN0662
 AN0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0662.The vertical order pertains to the NGVD 29 superseded value.
 AN0662
 AN0662.The geoid height was determined by GEOID03.
 AN0662
 AN0662;                    North         East    Units  Estimated Accuracy
 AN0662;SPC TXSC     - 4,108,310.      795,340.      MT  (+/- 180 meters Scaled)
 AN0662
 AN0662                          SUPERSEDED SURVEY CONTROL
 AN0662
 AN0662  NGVD 29 (??/??/92)   26.193  (m)           85.93   (f) ADJ UNCH    2 0
 AN0662
 AN0662.Superseded values are not recommended for survey control.
 AN0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0662.See file dsdata.txt to determine how the superseded data were derived.
 AN0662
 AN0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS953869(NAD 83)
 AN0662_MARKER: DB = BENCH MARK DISK
 AN0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0662_SP_SET: STEP
 AN0662_STAMPING: N 123 1933
 AN0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0662
 AN0662  HISTORY     - Date     Condition        Report By
 AN0662  HISTORY     - 1933     MONUMENTED       CGS
 AN0662  HISTORY     - 1942     GOOD             NGS
 AN0662  HISTORY     - 19900120 MARK NOT FOUND   USPSQD
 AN0662  HISTORY     - 20060811 MARK NOT FOUND   USPSQD
 AN0662
 AN0662                          STATION DESCRIPTION
 AN0662
 AN0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN0662'IN VICTORIA.
 AN0662'AT VICTORIA, VICTORIA COUNTY, AT THE TEXAS AND NEW ORLEANS RAILROAD
 AN0662'STATION, AND IN THE SOUTH END OF THE WEST CONCRETE STEP TO THE WHITE
 AN0662'WAITING-ROOM.  A STANDARD DISK, STAMPED N 123 1933.
 AN0662
 AN0662                          STATION RECOVERY (1990)
 AN0662
 AN0662'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0662'MARK NOT FOUND.
 AN0662
 AN0662                          STATION RECOVERY (2006)
 AN0662
 AN0662'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AN0662'THE TRAIN STATION BURNED DOWN IN 1984 BUT MOST OF THE FOUNDATION STILL
 AN0662'REMAINS.  THE FOUNDATION IS BROCKEN IN AREAS AND COVERED WITH SOD IN
 AN0662'OTHERS.  THE DISC WAS NOT FOUND AFTER TWENTY MINUTES OF SCRAPING AND
 AN0662'THERE IS NO STEP ABOVE THE FLOOR LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0721 ***********************************************************************
 CD0721  DESIGNATION -  N 1235
 CD0721  PID         -  CD0721
 CD0721  STATE/COUNTY-  TX/CULBERSON
 CD0721  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0721
 CD0721                         *CURRENT SURVEY CONTROL
 CD0721  ___________________________________________________________________
 CD0721* NAD 83(1986)-  31 54 04.     (N)    104 45 08.     (W)     SCALED    
 CD0721* NAVD 88     -      1526.139  (meters)    5007.01   (feet)  ADJUSTED  
 CD0721  ___________________________________________________________________
 CD0721  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0721  DYNAMIC HT  -        1523.766 (meters)    4999.22  (feet)  COMP
 CD0721  MODELED GRAV-     979,030.3   (mgal)                       NAVD 88
 CD0721
 CD0721  VERT ORDER  -  FIRST     CLASS I
 CD0721
 CD0721.The horizontal coordinates were scaled from a topographic map and have
 CD0721.an estimated accuracy of +/- 6 seconds.
 CD0721
 CD0721.The orthometric height was determined by differential leveling
 CD0721.and adjusted by the National Geodetic Survey in June 1991..
 CD0721
 CD0721.The geoid height was determined by GEOID03.
 CD0721
 CD0721.The dynamic height is computed by dividing the NAVD 88
 CD0721.geopotential number by the normal gravity value computed on the
 CD0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0721.degrees latitude (g = 980.6199 gals.).
 CD0721
 CD0721.The modeled gravity was interpolated from observed gravity values.
 CD0721
 CD0721;                    North         East    Units  Estimated Accuracy
 CD0721;SPC TX C     - 3,256,010.      282,110.      MT  (+/- 180 meters Scaled)
 CD0721
 CD0721                          SUPERSEDED SURVEY CONTROL
 CD0721
 CD0721  NGVD 29 (??/??/92) 1525.527  (m)         5005.00   (f) ADJ UNCH    1 1
 CD0721
 CD0721.Superseded values are not recommended for survey control.
 CD0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0721.See file dsdata.txt to determine how the superseded data were derived.
 CD0721
 CD0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER234295(NAD 83)
 CD0721_MARKER: DB = BENCH MARK DISK
 CD0721_SETTING: 80 = SET IN A BOULDER
 CD0721_SP_SET: BOULDER
 CD0721_STAMPING: N 1235 1977
 CD0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0721+STABILITY: SURFACE MOTION
 CD0721
 CD0721  HISTORY     - Date     Condition        Report By
 CD0721  HISTORY     - 1977     MONUMENTED       NGS
 CD0721
 CD0721                          STATION DESCRIPTION
 CD0721
 CD0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0721'3.8 MI NE FROM PINE SPRINGS.
 CD0721'0.15 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0721'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 3.65 MILES
 CD0721'NORTHEAST, THROUGH A STEEL GATE, ALONG A ROCKY ROAD (OLD HIGHWAY 62),
 CD0721'0.7 MILE SOUTHWEST OF A FENCE AND GATE CROSSING THE ROAD,
 CD0721'SET IN TOP OF AN EMBEDDED BOULDER, 13.5 FT. NORTHWEST OF THE
 CD0721'CENTER LINE OF THE ROAD, 17 FT. SOUTHEAST OF THE CENTER LINE
 CD0721'OF A ROCKY BURM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0744 ***********************************************************************
 CD0744  DESIGNATION -  N 1236
 CD0744  PID         -  CD0744
 CD0744  STATE/COUNTY-  TX/HUDSPETH
 CD0744  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0744
 CD0744                         *CURRENT SURVEY CONTROL
 CD0744  ___________________________________________________________________
 CD0744* NAD 83(1986)-  31 44 48.     (N)    105 11 37.     (W)     SCALED    
 CD0744* NAVD 88     -      1211.833  (meters)    3975.82   (feet)  ADJUSTED  
 CD0744  ___________________________________________________________________
 CD0744  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 CD0744  DYNAMIC HT  -        1210.030 (meters)    3969.91  (feet)  COMP
 CD0744  MODELED GRAV-     979,109.3   (mgal)                       NAVD 88
 CD0744
 CD0744  VERT ORDER  -  FIRST     CLASS I
 CD0744
 CD0744.The horizontal coordinates were scaled from a topographic map and have
 CD0744.an estimated accuracy of +/- 6 seconds.
 CD0744
 CD0744.The orthometric height was determined by differential leveling
 CD0744.and adjusted by the National Geodetic Survey in June 1991..
 CD0744
 CD0744.The geoid height was determined by GEOID03.
 CD0744
 CD0744.The dynamic height is computed by dividing the NAVD 88
 CD0744.geopotential number by the normal gravity value computed on the
 CD0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0744.degrees latitude (g = 980.6199 gals.).
 CD0744
 CD0744.The modeled gravity was interpolated from observed gravity values.
 CD0744
 CD0744;                    North         East    Units  Estimated Accuracy
 CD0744;SPC TX C     - 3,240,650.      239,640.      MT  (+/- 180 meters Scaled)
 CD0744
 CD0744                          SUPERSEDED SURVEY CONTROL
 CD0744
 CD0744  NGVD 29 (??/??/92) 1211.319  (m)         3974.14   (f) ADJ UNCH    1 1
 CD0744
 CD0744.Superseded values are not recommended for survey control.
 CD0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0744.See file dsdata.txt to determine how the superseded data were derived.
 CD0744
 CD0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR816123(NAD 83)
 CD0744_MARKER: DB = BENCH MARK DISK
 CD0744_SETTING: 66 = SET IN ROCK OUTCROP
 CD0744_SP_SET: BEDROCK
 CD0744_STAMPING: N 1236 1977
 CD0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0744+STABILITY: POSITION/ELEVATION WELL
 CD0744
 CD0744  HISTORY     - Date     Condition        Report By
 CD0744  HISTORY     - 1977     MONUMENTED       NGS
 CD0744
 CD0744                          STATION DESCRIPTION
 CD0744
 CD0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0744'30.4 MI SW FROM PINE SPRINGS.
 CD0744'30.4 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0744'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.4 MILE EAST OF THE
 CD0744'JUNCTION OF FARM ROAD 1437, SET IN TOP OF A 4 BY 6 FT. FLAT
 CD0744'BEDROCK, 235 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CD0744'198 FT. SOUTH-SOUTHEAST OF THE SOUTH END OF THE WEST ONE OF FOUR
 CD0744'36-INCH CORRUGATED STEEL PIPE CULVERTS UNDER THE HIGHWAY, 157 FT.
 CD0744'SOUTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0447 ***********************************************************************
 AW0447  DESIGNATION -  N 1237
 AW0447  PID         -  AW0447
 AW0447  STATE/COUNTY-  TX/GALVESTON
 AW0447  USGS QUAD   -  GALVESTON (1994)
 AW0447
 AW0447                         *CURRENT SURVEY CONTROL
 AW0447  ___________________________________________________________________
 AW0447* NAD 83(1986)-  29 18 50.     (N)    094 48 03.     (W)     SCALED    
 AW0447* NAVD 88     -         4.938  (meters)      16.20   (feet)  ADJUSTED  
 AW0447  ___________________________________________________________________
 AW0447  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0447  DYNAMIC HT  -           4.932 (meters)      16.18  (feet)  COMP
 AW0447  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 AW0447
 AW0447  VERT ORDER  -  FIRST     CLASS I
 AW0447
 AW0447.The horizontal coordinates were scaled from a topographic map and have
 AW0447.an estimated accuracy of +/- 6 seconds.
 AW0447
 AW0447.The orthometric height was determined by differential leveling
 AW0447.and adjusted by the National Geodetic Survey in June 1991..
 AW0447
 AW0447.The geoid height was determined by GEOID03.
 AW0447
 AW0447.The dynamic height is computed by dividing the NAVD 88
 AW0447.geopotential number by the normal gravity value computed on the
 AW0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0447.degrees latitude (g = 980.6199 gals.).
 AW0447
 AW0447.The modeled gravity was interpolated from observed gravity values.
 AW0447
 AW0447;                    North         East    Units  Estimated Accuracy
 AW0447;SPC TXSC     - 4,171,410.    1,007,780.      MT  (+/- 180 meters Scaled)
 AW0447
 AW0447                          SUPERSEDED SURVEY CONTROL
 AW0447
 AW0447  NGVD 29 (12/23/87)    4.935  (m)           16.19   (f) ADJUSTED    1 1
 AW0447
 AW0447.Superseded values are not recommended for survey control.
 AW0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0447.See file dsdata.txt to determine how the superseded data were derived.
 AW0447
 AW0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN251441(NAD 83)
 AW0447_MARKER: DB = BENCH MARK DISK
 AW0447_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0447+WITH SETTING: PAVEMENT
 AW0447_SP_SET: CONCRETE FOUNDATION
 AW0447_STAMPING: N 1237 1978
 AW0447_MARK LOGO: NGS   
 AW0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0447+STABILITY: SURFACE MOTION
 AW0447
 AW0447  HISTORY     - Date     Condition        Report By
 AW0447  HISTORY     - 1978     MONUMENTED       NGS
 AW0447  HISTORY     - 1987     GOOD             NGS
 AW0447  HISTORY     - 1988     GOOD             USPSQD
 AW0447  HISTORY     - 1989     GOOD             USPSQD
 AW0447  HISTORY     - 1989     GOOD             USPSQD
 AW0447  HISTORY     - 1990     GOOD             USPSQD
 AW0447  HISTORY     - 19910525 GOOD             USPSQD
 AW0447  HISTORY     - 19950722 GOOD             USPSQD
 AW0447  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW0447  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW0447
 AW0447                          STATION DESCRIPTION
 AW0447
 AW0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0447'IN GALVESTON.
 AW0447'ON PELICAN ISLAND, 1.0 MILE NORTHEAST ALONG SEAWOLF PARKWAY FROM THE
 AW0447'NORTH EDGE OF THE CAUSEWAY OVER GALVESTON CHANNEL, THENCE 0.8 MILE
 AW0447'SOUTHEAST ALONG BRADNER ROAD TO THE GUARD HOUSE AND MAIN ENTRANCE
 AW0447'GATE OF THE TODD SHIPYARD, SET IN TOP OF THE NORTHWEST CORNER OF A
 AW0447'COCRETE FOUNDATION OF A BROWN STORAGE BUILDING, 54 FT. SOUTH OF A
 AW0447'PAVED ROAD IN THE PARKING AREA, 66 FT. SOUTHEAST OF A FENCED IN
 AW0447'HIGH VOLTAGE AREA, 13 FT. NORTH OF THE NORTH FACE OF A STORAGE
 AW0447'BUILDING. 100 FT. WEST OF THE WEST FACE OF THE PAYROLL BUILDING,
 AW0447'26 FT. SOUTHEAST OF A FLOOD LIGHT POLE.
 AW0447
 AW0447                          STATION RECOVERY (1987)
 AW0447
 AW0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0447'RECOVERED IN GOOD CONDITION.
 AW0447
 AW0447                          STATION RECOVERY (1988)
 AW0447
 AW0447'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0447'RECOVERED IN GOOD CONDITION.
 AW0447
 AW0447                          STATION RECOVERY (1989)
 AW0447
 AW0447'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0447'RECOVERED IN GOOD CONDITION.
 AW0447
 AW0447                          STATION RECOVERY (1989)
 AW0447
 AW0447'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0447'RECOVERED IN GOOD CONDITION.
 AW0447
 AW0447                          STATION RECOVERY (1990)
 AW0447
 AW0447'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0447'RECOVERED IN GOOD CONDITION.
 AW0447
 AW0447                          STATION RECOVERY (1991)
 AW0447
 AW0447'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AW0447'RECOVERED IN GOOD CONDITION.
 AW0447
 AW0447                          STATION RECOVERY (1995)
 AW0447
 AW0447'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0447'RECOVERED IN GOOD CONDITION.
 AW0447
 AW0447                          STATION RECOVERY (2003)
 AW0447
 AW0447'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0447'MARK NOT FOUND.
 AW0447
 AW0447                          STATION RECOVERY (2004)
 AW0447
 AW0447'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1665 ***********************************************************************
 AN1665  DESIGNATION -  N 124
 AN1665  PID         -  AN1665
 AN1665  STATE/COUNTY-  TX/DE WITT
 AN1665  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1665
 AN1665                         *CURRENT SURVEY CONTROL
 AN1665  ___________________________________________________________________
 AN1665* NAD 83(1986)-  28 57 29.     (N)    097 30 58.     (W)     SCALED    
 AN1665* NAVD 88     -        96.15   (+/-2cm)     315.5    (feet)  VERTCON   
 AN1665  ___________________________________________________________________
 AN1665  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1665
 AN1665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1665
 AN1665.The horizontal coordinates were scaled from a topographic map and have
 AN1665.an estimated accuracy of +/- 6 seconds.
 AN1665
 AN1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1665.The vertical order pertains to the NGVD 29 superseded value.
 AN1665
 AN1665.The geoid height was determined by GEOID03.
 AN1665
 AN1665;                    North         East    Units  Estimated Accuracy
 AN1665;SPC TXSC     - 4,125,570.      744,630.      MT  (+/- 180 meters Scaled)
 AN1665
 AN1665                          SUPERSEDED SURVEY CONTROL
 AN1665
 AN1665  NGVD 29 (??/??/92)   96.149  (m)          315.45   (f) ADJ UNCH    2 0
 AN1665
 AN1665.Superseded values are not recommended for survey control.
 AN1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1665.See file dsdata.txt to determine how the superseded data were derived.
 AN1665
 AN1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT445042(NAD 83)
 AN1665_MARKER: DB = BENCH MARK DISK
 AN1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1665_STAMPING: N 124 1933
 AN1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1665+STABILITY: SURFACE MOTION
 AN1665
 AN1665  HISTORY     - Date     Condition        Report By
 AN1665  HISTORY     - 1933     MONUMENTED       CGS
 AN1665
 AN1665                          STATION DESCRIPTION
 AN1665
 AN1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1665'1.3 MI SW FROM YORKTOWN.
 AN1665'1.3 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AN1665'YORKTOWN, DE WITT COUNTY, 2 POLES NORTHEAST OF MILEPOST 153, AT A ROAD
 AN1665'CROSSING, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND IN
 AN1665'THE FENCE CORNER SOUTHWEST OF THE CROSSING.  A STANDARD DISK, STAMPED
 AN1665'N 124 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0014 ***********************************************************************
 AW0014  DESIGNATION -  N 1240
 AW0014  PID         -  AW0014
 AW0014  STATE/COUNTY-  TX/BRAZORIA
 AW0014  USGS QUAD   -  DANBURY (1974)
 AW0014
 AW0014                         *CURRENT SURVEY CONTROL
 AW0014  ___________________________________________________________________
 AW0014* NAD 83(1986)-  29 10 30.     (N)    095 15 10.     (W)     SCALED    
 AW0014* NAVD 88     -         4.07   (+/-2cm)      13.4    (feet)  VERTCON   
 AW0014  ___________________________________________________________________
 AW0014  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW0014
 AW0014  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0014
 AW0014.The horizontal coordinates were scaled from a topographic map and have
 AW0014.an estimated accuracy of +/- 6 seconds.
 AW0014
 AW0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0014.The vertical order pertains to the NGVD 29 superseded value.
 AW0014
 AW0014.The geoid height was determined by GEOID03.
 AW0014
 AW0014;                    North         East    Units  Estimated Accuracy
 AW0014;SPC TXSC     - 4,154,530.      964,400.      MT  (+/- 180 meters Scaled)
 AW0014
 AW0014                          SUPERSEDED SURVEY CONTROL
 AW0014
 AW0014  NGVD 29 (??/??/92)    4.071  (m)           13.36   (f) ADJ UNCH    1 1
 AW0014
 AW0014.Superseded values are not recommended for survey control.
 AW0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0014.See file dsdata.txt to determine how the superseded data were derived.
 AW0014
 AW0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN809294(NAD 83)
 AW0014_MARKER: DB = BENCH MARK DISK
 AW0014_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0014_SP_SET: GALVANIZED STEEL ROD
 AW0014_STAMPING: N 1240 1978
 AW0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0014+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0014
 AW0014  HISTORY     - Date     Condition        Report By
 AW0014  HISTORY     - 1978     MONUMENTED       NGS
 AW0014  HISTORY     - 1978     GOOD             NGS
 AW0014  HISTORY     - 20040319 GOOD             USPSQD
 AW0014
 AW0014                          STATION DESCRIPTION
 AW0014
 AW0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0014'8.4 MI SE FROM DANBURY.
 AW0014'FROM THE POST OFFICE AT DANBURY, 0.35 MILE SOUTHEAST ALONG MAIN
 AW0014'STREET TO ITS JUNCTION WITH FIRST STREET, THENCE 0.15 MILE NORTHEAST
 AW0014'ALONG FIRST STREET TO ITS JUNCTION WITH COUNTY ROAD 208, THENCE 6.2
 AW0014'MILES SOUTHEAST ALONG COUNTY ROAD 208 TO ITS JUNCTION WITH FARM
 AW0014'ROAD 2004, THENCE 1.7 MILES NORTHWEST ALONG 2004, MARK IS AT THE
 AW0014'JUNCTION OF FARM ROAD 2004 AND COUNTY ROAD 203, 100.3 FT NORTHWEST
 AW0014'OF THE CENTER LINE OF FARM ROAD 2004, 66 FT SOUTHWEST OF THE CENTER
 AW0014'OF COUNTY ROAD 203, DISK IS 0.2 FT BELOW THE LEVEL OF THE GROUND,
 AW0014'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW CAP.
 AW0014
 AW0014                          STATION RECOVERY (1978)
 AW0014
 AW0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0014'FROM THE POST OFFICE AT DANBURY, 0.35 MILE SOUTHEAST ALONG MAIN
 AW0014'STREET TO ITS JUNCTION WITH FIRST STREET, THENCE 0.15 MILE NORTHEAST
 AW0014'ALONG FIRST STREET TO ITS JUNCTION WITH COUNTY ROAD 208, THENCE 6.2
 AW0014'MILES SOUTHEAST ALONG COUNTY ROAD 208 TO ITS JUNCTION WITH FARM
 AW0014'ROAD 2004, THENCE 1.7 MILES NORTHWEST ALONG 2004, MARK IS AT THE
 AW0014'JUNCTION OF FARM ROAD 2004 AND COUNTY ROAD 203, 100.3 FT NORTHWEST
 AW0014'OF THE CENTERLINE OF FARM ROAD 2004, 66 FT SOUTHWEST OF THE CENTER
 AW0014'OF COUNTY ROAD 203, DISK IS 0.2 FT BELOW THE LEVEL OF THE GROUND,
 AW0014'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW CAP.
 AW0014
 AW0014                          STATION RECOVERY (2004)
 AW0014
 AW0014'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1500 ***********************************************************************
 AW1500  DESIGNATION -  N 1241
 AW1500  PID         -  AW1500
 AW1500  STATE/COUNTY-  TX/CHAMBERS
 AW1500  USGS QUAD   -  UMBRELLA POINT (1994)
 AW1500
 AW1500                         *CURRENT SURVEY CONTROL
 AW1500  ___________________________________________________________________
 AW1500* NAD 83(1986)-  29 43 21.     (N)    094 51 12.     (W)     SCALED    
 AW1500* NAVD 88     -         7.20   (+/-2cm)      23.6    (feet)  VERTCON   
 AW1500  ___________________________________________________________________
 AW1500  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW1500
 AW1500  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1500
 AW1500.The horizontal coordinates were scaled from a topographic map and have
 AW1500.an estimated accuracy of +/- 6 seconds.
 AW1500
 AW1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1500.The vertical order pertains to the NGVD 29 superseded value.
 AW1500
 AW1500.The geoid height was determined by GEOID03.
 AW1500
 AW1500;                    North         East    Units  Estimated Accuracy
 AW1500;SPC TXSC     - 4,216,480.    1,001,080.      MT  (+/- 180 meters Scaled)
 AW1500
 AW1500                          SUPERSEDED SURVEY CONTROL
 AW1500
 AW1500  NGVD 29 (??/??/92)    7.196  (m)           23.61   (f) ADJ UNCH    1 2
 AW1500
 AW1500.Superseded values are not recommended for survey control.
 AW1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1500.See file dsdata.txt to determine how the superseded data were derived.
 AW1500
 AW1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN207894(NAD 83)
 AW1500_MARKER: DB = BENCH MARK DISK
 AW1500_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1500_SP_SET: DEEP ROD
 AW1500_STAMPING: N 1241 1978
 AW1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1500+STABILITY: SURFACE MOTION
 AW1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1500+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW1500
 AW1500  HISTORY     - Date     Condition        Report By
 AW1500  HISTORY     - 1978     MONUMENTED       NGS
 AW1500  HISTORY     - 1990     GOOD             USPSQD
 AW1500  HISTORY     - 20010331 POOR             NGS
 AW1500  HISTORY     - 20040204 GOOD             USPSQD
 AW1500  HISTORY     - 20050206 GOOD             USPSQD
 AW1500
 AW1500                          STATION DESCRIPTION
 AW1500
 AW1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1500'9.9 MI SW FROM COVE.
 AW1500'ABOUT 5.15 MILES ALONG FARM ROAD 565 FROM THE INTERSTATE 10
 AW1500'OVERPASS AT COVE, THENCE 4.75 MILES SOUTH ALONG FARM ROAD 2354.
 AW1500'162 FEET EAST OF NORTHEAST CORNER OF BEACH CITY HALL,
 AW1500'147 FEET NORTH OF WEST ONE OF THREE POST OF SIGN CHAMBER COUNTY
 AW1500'VOTING PRECINCT NUMBER 5,
 AW1500'63 FEET SOUTHWEST OF CENTERLINE OF THE ROAD,
 AW1500'30 FEET NORTH OF CENTERLINE OF THE NORTH DRIVEWAY,
 AW1500'1.5 FEET NORTH OF FENCE CORNER POST, AND 1 FOOT EAST OF THE FENCE.
 AW1500
 AW1500                          STATION RECOVERY (1990)
 AW1500
 AW1500'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW1500'RECOVERED IN GOOD CONDITION.
 AW1500
 AW1500                          STATION RECOVERY (2001)
 AW1500
 AW1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1500'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1500
 AW1500                          STATION RECOVERY (2004)
 AW1500
 AW1500'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1500'N 29 42.350  W 094 51.517
 AW1500
 AW1500                          STATION RECOVERY (2005)
 AW1500
 AW1500'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1364 ***********************************************************************
 AW1364  DESIGNATION -  N 1242
 AW1364  PID         -  AW1364
 AW1364  STATE/COUNTY-  TX/GALVESTON
 AW1364  USGS QUAD   -  CAPLEN (1994)
 AW1364
 AW1364                         *CURRENT SURVEY CONTROL
 AW1364  ___________________________________________________________________
 AW1364* NAD 83(1986)-  29 28 49.     (N)    094 34 36.     (W)     SCALED    
 AW1364* NAVD 88     -         2.11   (+/-2cm)       6.9    (feet)  VERTCON   
 AW1364  ___________________________________________________________________
 AW1364  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1364
 AW1364  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1364
 AW1364.The horizontal coordinates were scaled from a topographic map and have
 AW1364.an estimated accuracy of +/- 6 seconds.
 AW1364
 AW1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1364.The vertical order pertains to the NGVD 29 superseded value.
 AW1364
 AW1364.The geoid height was determined by GEOID03.
 AW1364
 AW1364;                    North         East    Units  Estimated Accuracy
 AW1364;SPC TXSC     - 4,190,640.    1,028,840.      MT  (+/- 180 meters Scaled)
 AW1364
 AW1364                          SUPERSEDED SURVEY CONTROL
 AW1364
 AW1364  NGVD 29 (??/??/92)    2.107  (m)            6.91   (f) ADJ UNCH    1 2
 AW1364
 AW1364.Superseded values are not recommended for survey control.
 AW1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1364.See file dsdata.txt to determine how the superseded data were derived.
 AW1364
 AW1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN471622(NAD 83)
 AW1364_MARKER: DB = BENCH MARK DISK
 AW1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1364_SP_SET: CULVERT
 AW1364_STAMPING: N 1242 1978
 AW1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1364
 AW1364  HISTORY     - Date     Condition        Report By
 AW1364  HISTORY     - 1978     MONUMENTED       NGS
 AW1364  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1364  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1364  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1364  HISTORY     - 19990902 MARK NOT FOUND   USPSQD
 AW1364  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1364  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1364  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW1364
 AW1364                          STATION DESCRIPTION
 AW1364
 AW1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1364'6.0 MI SW FROM GILCHRIST.
 AW1364'ABOUT 6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1364'OFFICE AT GILCHRIST, SET IN THE CENTER OF A HEADWALL OF A 3X15
 AW1364'BOX CULVERT, 243 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD
 AW1364'TO SEA BREEZE HOMES, 75 FEET NORTHWEST OF POWER POLE NUMBER
 AW1364'175 274, 33 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, AND 61 FEET
 AW1364'NORTHWEST OF NORTH CORNER POST OF A BOARD FENCE.
 AW1364
 AW1364                          STATION RECOVERY (1988)
 AW1364
 AW1364'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW1364'MARK NOT FOUND.
 AW1364
 AW1364                          STATION RECOVERY (1988)
 AW1364
 AW1364'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1364'MARK NOT FOUND.
 AW1364
 AW1364                          STATION RECOVERY (1990)
 AW1364
 AW1364'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1364'MARK NOT FOUND.
 AW1364
 AW1364                          STATION RECOVERY (1999)
 AW1364
 AW1364'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1364'MARK NOT FOUND.
 AW1364
 AW1364                          STATION RECOVERY (2001)
 AW1364
 AW1364'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1364'MARK NOT FOUND.
 AW1364
 AW1364                          STATION RECOVERY (2002)
 AW1364
 AW1364'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1364'MARK NOT FOUND.
 AW1364
 AW1364                          STATION RECOVERY (2004)
 AW1364
 AW1364'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1299 ***********************************************************************
 AW1299  DESIGNATION -  N 1245
 AW1299  PID         -  AW1299
 AW1299  STATE/COUNTY-  TX/GALVESTON
 AW1299  USGS QUAD   -  DICKINSON (1997)
 AW1299
 AW1299                         *CURRENT SURVEY CONTROL
 AW1299  ___________________________________________________________________
 AW1299* NAD 83(1986)-  29 26 11.     (N)    095 05 32.     (W)     SCALED    
 AW1299* NAVD 88     -         5.174  (meters)      16.98   (feet)  ADJUSTED  
 AW1299  ___________________________________________________________________
 AW1299  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW1299  DYNAMIC HT  -           5.167 (meters)      16.95  (feet)  COMP
 AW1299  MODELED GRAV-     979,268.7   (mgal)                       NAVD 88
 AW1299
 AW1299  VERT ORDER  -  FIRST     CLASS II
 AW1299
 AW1299.The horizontal coordinates were scaled from a topographic map and have
 AW1299.an estimated accuracy of +/- 6 seconds.
 AW1299
 AW1299.The orthometric height was determined by differential leveling
 AW1299.and adjusted by the National Geodetic Survey in June 1991..
 AW1299
 AW1299.The geoid height was determined by GEOID03.
 AW1299
 AW1299.The dynamic height is computed by dividing the NAVD 88
 AW1299.geopotential number by the normal gravity value computed on the
 AW1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1299.degrees latitude (g = 980.6199 gals.).
 AW1299
 AW1299.The modeled gravity was interpolated from observed gravity values.
 AW1299
 AW1299;                    North         East    Units  Estimated Accuracy
 AW1299;SPC TXSC     - 4,183,990.      979,040.      MT  (+/- 180 meters Scaled)
 AW1299
 AW1299                          SUPERSEDED SURVEY CONTROL
 AW1299
 AW1299  NGVD 29 (12/23/87)    5.171  (m)           16.97   (f) ADJUSTED    1 2
 AW1299
 AW1299.Superseded values are not recommended for survey control.
 AW1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1299.See file dsdata.txt to determine how the superseded data were derived.
 AW1299
 AW1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN970581(NAD 83)
 AW1299_MARKER: DB = BENCH MARK DISK
 AW1299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1299_SP_SET: WALKWAY OF BRIDGE
 AW1299_STAMPING: N 1245 1978
 AW1299_MARK LOGO: NGS   
 AW1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1299+STABILITY: SURFACE MOTION
 AW1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1299+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW1299
 AW1299  HISTORY     - Date     Condition        Report By
 AW1299  HISTORY     - 1978     MONUMENTED       NGS
 AW1299  HISTORY     - 1987     GOOD             NGS
 AW1299  HISTORY     - 1990     GOOD             USPSQD
 AW1299  HISTORY     - 1991     GOOD             USPSQD
 AW1299  HISTORY     - 19950610 GOOD             USPSQD
 AW1299  HISTORY     - 20030531 GOOD             USPSQD
 AW1299  HISTORY     - 20040628 GOOD             USPSQD
 AW1299  HISTORY     - 20060523 GOOD             USPSQD
 AW1299
 AW1299                          STATION DESCRIPTION
 AW1299
 AW1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1299'3.1 MI SW FROM DICKINSON.
 AW1299'ABOUT 3.1 MILES SOUTHWEST ALONG FARM ROAD 517 FROM THE JUNCTION OF
 AW1299'STATE HIGHWAY 3 IN DICKINSON.  SET IN TOP CENTER OF THE SOUTHWEST
 AW1299'END OF WALKWAY OF A BRIDGE OVER DICKINSON BAYOU, 57 FEET NORTHWEST
 AW1299'AND ACROSS THE ROAD FROM THE CENTERLINE OF A PRIVATE DRIVEWAY GOING
 AW1299'EAST, 15 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF
 AW1299'THE SOUTH END OF THE WALKWAY, AND 1 FOOT EAST OF A STEEL GUARD RAIL.
 AW1299
 AW1299                          STATION RECOVERY (1987)
 AW1299
 AW1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1299'RECOVERED IN GOOD CONDITION.
 AW1299
 AW1299                          STATION RECOVERY (1990)
 AW1299
 AW1299'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1299'RECOVERED IN GOOD CONDITION.
 AW1299
 AW1299                          STATION RECOVERY (1991)
 AW1299
 AW1299'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1299'RECOVERED IN GOOD CONDITION.
 AW1299
 AW1299                          STATION RECOVERY (1995)
 AW1299
 AW1299'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1299'RECOVERED IN GOOD CONDITION.
 AW1299
 AW1299                          STATION RECOVERY (2003)
 AW1299
 AW1299'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 AW1299'RECOVERED IN GOOD CONDITION.
 AW1299
 AW1299                          STATION RECOVERY (2004)
 AW1299
 AW1299'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1299'RECOVERED IN GOOD CONDITION.
 AW1299
 AW1299                          STATION RECOVERY (2006)
 AW1299
 AW1299'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1299'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1813 ***********************************************************************
 BL1813  DESIGNATION -  N 1247
 BL1813  PID         -  BL1813
 BL1813  STATE/COUNTY-  TX/MONTGOMERY
 BL1813  USGS QUAD   -  WILLIS (1997)
 BL1813
 BL1813                         *CURRENT SURVEY CONTROL
 BL1813  ___________________________________________________________________
 BL1813* NAD 83(1986)-  30 23 27.     (N)    095 28 00.     (W)     SCALED    
 BL1813* NAVD 88     -        88.176  (meters)     289.29   (feet)  ADJUSTED  
 BL1813  ___________________________________________________________________
 BL1813  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1813  DYNAMIC HT  -          88.059 (meters)     288.91  (feet)  COMP
 BL1813  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 BL1813
 BL1813  VERT ORDER  -  FIRST     CLASS I
 BL1813
 BL1813.The horizontal coordinates were scaled from a topographic map and have
 BL1813.an estimated accuracy of +/- 6 seconds.
 BL1813
 BL1813.The orthometric height was determined by differential leveling
 BL1813.and adjusted by the National Geodetic Survey in June 1991..
 BL1813
 BL1813.The geoid height was determined by GEOID03.
 BL1813
 BL1813.The dynamic height is computed by dividing the NAVD 88
 BL1813.geopotential number by the normal gravity value computed on the
 BL1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1813.degrees latitude (g = 980.6199 gals.).
 BL1813
 BL1813.The modeled gravity was interpolated from observed gravity values.
 BL1813
 BL1813;                    North         East    Units  Estimated Accuracy
 BL1813;SPC TX C     - 3,090,510.    1,167,540.      MT  (+/- 180 meters Scaled)
 BL1813
 BL1813                          SUPERSEDED SURVEY CONTROL
 BL1813
 BL1813  NGVD 29 (12/23/87)   88.179  (m)          289.30   (f) ADJUSTED    1 1
 BL1813
 BL1813.Superseded values are not recommended for survey control.
 BL1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1813.See file dsdata.txt to determine how the superseded data were derived.
 BL1813
 BL1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP629646(NAD 83)
 BL1813_MARKER: DB = BENCH MARK DISK
 BL1813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1813_SP_SET: COPPER-CLAD STEEL ROD
 BL1813_STAMPING: N 1247 1978
 BL1813_MARK LOGO: NGS   
 BL1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1813
 BL1813  HISTORY     - Date     Condition        Report By
 BL1813  HISTORY     - 1978     MONUMENTED       NGS
 BL1813  HISTORY     - 1987     GOOD             NGS
 BL1813
 BL1813                          STATION DESCRIPTION
 BL1813
 BL1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1813'2.4 MI SOUTH FROM WILLIS.
 BL1813'2.4 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1813'AT WILLIS, 2 POLES SOUTH OF MILE POST 106, 0.15 MILE NORTH OF A
 BL1813'CURVE IN THE RAILROAD AND ROAD CROSSING, 37 FEET EAST OF THE
 BL1813'EAST RAIL OF TRACKS, 21 FEET SOUTH OF THE CENTERLINE OF PAVED
 BL1813'ROAD CROSSING ROAD, 18 FEET WEST OF CENTERLINE OF PAVED ROAD
 BL1813'PARALLELING TRACKS, AND 1 FOOT SOUTH OF A GUY WIRE. DISK IS LEVEL
 BL1813'WITH GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW
 BL1813'PLUG.
 BL1813
 BL1813                          STATION RECOVERY (1987)
 BL1813
 BL1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1813'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.9 KM (2.40
 BL1813'MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1813'WITH STEWART STREET IN WILLIS.  ADD--0.5 M (1.6 FT) SOUTHEAST OF A
 BL1813'UTILITY POLE.  DELETE--1 FOOT SOUTH OF A GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1830 ***********************************************************************
 BL1830  DESIGNATION -  N 1248
 BL1830  PID         -  BL1830
 BL1830  STATE/COUNTY-  TX/HARRIS
 BL1830  USGS QUAD   -  HUFFMAN (1980)
 BL1830
 BL1830                         *CURRENT SURVEY CONTROL
 BL1830  ___________________________________________________________________
 BL1830* NAD 83(1986)-  30 01 10.     (N)    095 05 29.     (W)     SCALED    
 BL1830* NAVD 88     -        21.062  (meters)      69.10   (feet)  ADJUSTED  
 BL1830  ___________________________________________________________________
 BL1830  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1830  DYNAMIC HT  -          21.034 (meters)      69.01  (feet)  COMP
 BL1830  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 BL1830
 BL1830  VERT ORDER  -  FIRST     CLASS II
 BL1830
 BL1830.The horizontal coordinates were scaled from a topographic map and have
 BL1830.an estimated accuracy of +/- 6 seconds.
 BL1830
 BL1830.The orthometric height was determined by differential leveling
 BL1830.and adjusted by the National Geodetic Survey in June 1991..
 BL1830
 BL1830.The geoid height was determined by GEOID03.
 BL1830
 BL1830.The dynamic height is computed by dividing the NAVD 88
 BL1830.geopotential number by the normal gravity value computed on the
 BL1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1830.degrees latitude (g = 980.6199 gals.).
 BL1830
 BL1830.The modeled gravity was interpolated from observed gravity values.
 BL1830
 BL1830;                    North         East    Units  Estimated Accuracy
 BL1830;SPC TXSC     - 4,248,580.      976,960.      MT  (+/- 180 meters Scaled)
 BL1830
 BL1830                          SUPERSEDED SURVEY CONTROL
 BL1830
 BL1830  NGVD 29 (12/23/87)   21.061  (m)           69.10   (f) ADJUSTED    1 2
 BL1830
 BL1830.Superseded values are not recommended for survey control.
 BL1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1830.See file dsdata.txt to determine how the superseded data were derived.
 BL1830
 BL1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP983227(NAD 83)
 BL1830_MARKER: DB = BENCH MARK DISK
 BL1830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1830_SP_SET: HEADWALL
 BL1830_STAMPING: N 1248 1978
 BL1830_MARK LOGO: NGS   
 BL1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1830+STABILITY: SURFACE MOTION
 BL1830
 BL1830  HISTORY     - Date     Condition        Report By
 BL1830  HISTORY     - 1978     MONUMENTED       NGS
 BL1830  HISTORY     - 1987     GOOD             NGS
 BL1830  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 BL1830
 BL1830                          STATION DESCRIPTION
 BL1830
 BL1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1830'0.2 MI SOUTH FROM HUFFMAN.
 BL1830'0.2 MILE SOUTH ALONG FARM ROAD 2100 FROM THE INTERSECTION OF FARM
 BL1830'ROAD 1960 AND FARM ROAD 2100 AT HUFFMAN, SET IN TOP OF THE NORTH END
 BL1830'OF THE WEST HEAD WALL TO A 4X8 FOOT BOX CULVERT, 0.05 MILE
 BL1830'NORTHEAST OF A BRICK HOUSE, 21 FEET WEST OF THE CENTERLINE OF FARM
 BL1830'ROAD 2100, AND 1.0 FOOT SOUTH OF THE NORTH END OF THE HEADWALL.
 BL1830
 BL1830                          STATION RECOVERY (1987)
 BL1830
 BL1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1830'RECOVERED IN GOOD CONDITION.
 BL1830
 BL1830                          STATION RECOVERY (1997)
 BL1830
 BL1830'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0808 ***********************************************************************
 AW0808  DESIGNATION -  N 1249
 AW0808  PID         -  AW0808
 AW0808  STATE/COUNTY-  TX/HARRIS
 AW0808  USGS QUAD   -  HUMBLE (1995)
 AW0808
 AW0808                         *CURRENT SURVEY CONTROL
 AW0808  ___________________________________________________________________
 AW0808* NAD 83(1986)-  29 56 19.     (N)    095 17 05.     (W)     SCALED    
 AW0808* NAVD 88     -        20.550  (meters)      67.42   (feet)  ADJUSTED  
 AW0808  ___________________________________________________________________
 AW0808  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW0808  DYNAMIC HT  -          20.522 (meters)      67.33  (feet)  COMP
 AW0808  MODELED GRAV-     979,295.9   (mgal)                       NAVD 88
 AW0808
 AW0808  VERT ORDER  -  FIRST     CLASS II
 AW0808
 AW0808.The horizontal coordinates were scaled from a topographic map and have
 AW0808.an estimated accuracy of +/- 6 seconds.
 AW0808
 AW0808.The orthometric height was determined by differential leveling
 AW0808.and adjusted by the National Geodetic Survey in June 1991..
 AW0808
 AW0808.The geoid height was determined by GEOID03.
 AW0808
 AW0808.The dynamic height is computed by dividing the NAVD 88
 AW0808.geopotential number by the normal gravity value computed on the
 AW0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0808.degrees latitude (g = 980.6199 gals.).
 AW0808
 AW0808.The modeled gravity was interpolated from observed gravity values.
 AW0808
 AW0808;                    North         East    Units  Estimated Accuracy
 AW0808;SPC TXSC     - 4,239,020.      958,600.      MT  (+/- 180 meters Scaled)
 AW0808
 AW0808                          SUPERSEDED SURVEY CONTROL
 AW0808
 AW0808  NGVD 29 (12/23/87)   20.548  (m)           67.41   (f) ADJUSTED    1 2
 AW0808
 AW0808.Superseded values are not recommended for survey control.
 AW0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0808.See file dsdata.txt to determine how the superseded data were derived.
 AW0808
 AW0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP794141(NAD 83)
 AW0808_MARKER: DV = VERTICAL CONTROL DISK
 AW0808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0808_SP_SET: STAINLESS STEEL ROD
 AW0808_STAMPING: N 1249 1978
 AW0808_MARK LOGO: NGS   
 AW0808_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0808+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW0808
 AW0808  HISTORY     - Date     Condition        Report By
 AW0808  HISTORY     - 1978     MONUMENTED       NGS
 AW0808  HISTORY     - 1987     GOOD             NGS
 AW0808  HISTORY     - 19941009 GOOD             NGS
 AW0808  HISTORY     - 20051015 GOOD             USPSQD
 AW0808
 AW0808                          STATION DESCRIPTION
 AW0808
 AW0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0808'5.0 MI SOUTH FROM HUMBLE.
 AW0808'0.45 MILE EAST ALONG BARRETT STREET FROM THE POST OFFICE, AND THENCE
 AW0808'4.55 MILES SOUTH ALONG OLD HUMBLE ROAD, LOCATED ON THE SOUTHEAST
 AW0808'CORNER OF OLD HUMBLE ROAD AND NORTH BELT DRIVE, AT THE EAST DRIVE TO
 AW0808'THE GULF STATION, 233 FEET EAST OF THE CENTERLINE OF OLD HUMBLE ROAD,
 AW0808'67 FEET EAST OF THE EAST END OF THE GAS PUMPS, 92 FEET SOUTH OF
 AW0808'THE CENTERLINE OF NORTH BELT DRIVE SOUTH LANES, 9 FEET SOUTHWEST OF
 AW0808'POWER POLE WITH TRANSFORMER, 1 FOOT SOUTHWEST OF STREET LIGHT, AND
 AW0808'1 FOOT SOUTHEAST OF CONCRETE CURB, DISK IS LEVEL WITH GROUND ACCESS
 AW0808'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW0808'NOTE=THIS IS A JUNCTION MARK.
 AW0808
 AW0808                          STATION RECOVERY (1987)
 AW0808
 AW0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0808'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.4 M
 AW0808'(1.3 FT) NORTH OF A WITNESS POST.
 AW0808
 AW0808                          STATION RECOVERY (1994)
 AW0808
 AW0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0808'IN HOUSTON, AT THE INTERSECTION OF OLD HUMBLE ROAD AND OLD NORTH BELT
 AW0808'DRIVE, 52.6 M (172.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AW0808'NORTHEASTBOUND LANES OF THE ROAD, 27.8 M (91.2 FT) SOUTHWEST OF THE
 AW0808'CENTERLINE OF THE EASTBOUND LANES OF THE DRIVE, 3.3 M (10.8 FT) EAST
 AW0808'OF A UTILITY POLE WITH A TRANSFORMER, 2.2 M (7.2 FT) NORTH OF A
 AW0808'CHAIN-LINK FENCE CORNER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND
 AW0808'0.3 M (1.0 FT) BELOW THE LEVEL OF THE DRIVE.  NOTE--THE DISK IS
 AW0808'ENCASED IN A 4-INCH PVC PIPE AND PROJECTS 0.2 M (0.7 FT) ABOVE THE
 AW0808'GROUND SURFACE.
 AW0808
 AW0808                          STATION RECOVERY (2005)
 AW0808
 AW0808'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0808'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1543 ***********************************************************************
 AN1543  DESIGNATION -  N 125
 AN1543  PID         -  AN1543
 AN1543  STATE/COUNTY-  TX/BEE
 AN1543  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1543
 AN1543                         *CURRENT SURVEY CONTROL
 AN1543  ___________________________________________________________________
 AN1543* NAD 83(1986)-  28 25 04.     (N)    097 47 19.     (W)     SCALED    
 AN1543* NAVD 88     -        74.397  (meters)     244.08   (feet)  ADJUSTED  
 AN1543  ___________________________________________________________________
 AN1543  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1543  DYNAMIC HT  -          74.286 (meters)     243.72  (feet)  COMP
 AN1543  MODELED GRAV-     979,153.7   (mgal)                       NAVD 88
 AN1543
 AN1543  VERT ORDER  -  SECOND    CLASS 0
 AN1543
 AN1543.The horizontal coordinates were scaled from a topographic map and have
 AN1543.an estimated accuracy of +/- 6 seconds.
 AN1543
 AN1543.The orthometric height was determined by differential leveling
 AN1543.and adjusted by the National Geodetic Survey in June 1991..
 AN1543
 AN1543.The geoid height was determined by GEOID03.
 AN1543
 AN1543.The dynamic height is computed by dividing the NAVD 88
 AN1543.geopotential number by the normal gravity value computed on the
 AN1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1543.degrees latitude (g = 980.6199 gals.).
 AN1543
 AN1543.The modeled gravity was interpolated from observed gravity values.
 AN1543
 AN1543;                    North         East    Units  Estimated Accuracy
 AN1543;SPC TXSC     - 4,065,390.      718,690.      MT  (+/- 180 meters Scaled)
 AN1543
 AN1543                          SUPERSEDED SURVEY CONTROL
 AN1543
 AN1543  NGVD 29 (??/??/92)   74.384  (m)          244.04   (f) ADJ UNCH    2 0
 AN1543
 AN1543.Superseded values are not recommended for survey control.
 AN1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1543.See file dsdata.txt to determine how the superseded data were derived.
 AN1543
 AN1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS186440(NAD 83)
 AN1543_MARKER: DB = BENCH MARK DISK
 AN1543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1543_SP_SET: BRIDGE
 AN1543_STAMPING: N-125 1933
 AN1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1543
 AN1543  HISTORY     - Date     Condition        Report By
 AN1543  HISTORY     - 1933     MONUMENTED       CGS
 AN1543  HISTORY     - 1942     MARK NOT FOUND   LOCENG
 AN1543
 AN1543                          STATION DESCRIPTION
 AN1543
 AN1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1543'3.3 MI W FROM BEEVILLE.
 AN1543'ALONG THE BEEVILLE-GEORGE WEST ROAD 100 YARDS SOUTHEAST OF THE
 AN1543'INTERSECTION WITH THE BEEVILLE-MINERAL ROAD ON THE NORTH WINGWALL OF
 AN1543'20 FT CONCRETE DECK BRIDGE.
 AN1543
 AN1543                          STATION RECOVERY (1942)
 AN1543
 AN1543'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 AN1543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1853 ***********************************************************************
 BL1853  DESIGNATION -  N 1250
 BL1853  PID         -  BL1853
 BL1853  STATE/COUNTY-  TX/HARRIS
 BL1853  USGS QUAD   -  WALLER (1980)
 BL1853
 BL1853                         *CURRENT SURVEY CONTROL
 BL1853  ___________________________________________________________________
 BL1853* NAD 83(1986)-  30 06 34.     (N)    095 55 05.     (W)     SCALED    
 BL1853* NAVD 88     -        86.54   (+/-2cm)     283.9    (feet)  VERTCON   
 BL1853  ___________________________________________________________________
 BL1853  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1853
 BL1853  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1853
 BL1853.The horizontal coordinates were scaled from a topographic map and have
 BL1853.an estimated accuracy of +/- 6 seconds.
 BL1853
 BL1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1853.The vertical order pertains to the NGVD 29 superseded value.
 BL1853
 BL1853.The geoid height was determined by GEOID03.
 BL1853
 BL1853;                    North         East    Units  Estimated Accuracy
 BL1853;SPC TXSC     - 4,256,170.      896,990.      MT  (+/- 180 meters Scaled)
 BL1853
 BL1853                          SUPERSEDED SURVEY CONTROL
 BL1853
 BL1853  NGVD 29 (04/06/79)   86.523  (m)          283.87   (f) ADJUSTED    1 2
 BL1853
 BL1853.Superseded values are not recommended for survey control.
 BL1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1853.See file dsdata.txt to determine how the superseded data were derived.
 BL1853
 BL1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP188345(NAD 83)
 BL1853_MARKER: DB = BENCH MARK DISK
 BL1853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1853_SP_SET: STAINLESS STEEL ROD
 BL1853_STAMPING: N 1250 1978
 BL1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1853+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 BL1853
 BL1853  HISTORY     - Date     Condition        Report By
 BL1853  HISTORY     - 1978     MONUMENTED       NGS
 BL1853  HISTORY     - 1987     GOOD             USPSQD
 BL1853  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1853  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1853  HISTORY     - 20050912 GOOD             GEOCAC
 BL1853
 BL1853                          STATION DESCRIPTION
 BL1853
 BL1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1853'4.1 MI NORTH FROM WALLER.
 BL1853'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION
 BL1853'WITH ALLIANCE STREET IN WALLER, THENCE 0.05 MILE NORTH ALONG A
 BL1853'PAVED ROAD, THENCE 0.05 MILE EAST ALONG MILLS ROAD, AND THENCE ABOUT
 BL1853'3.65 MILES NORTH ALONG FIELDS STORE ROAD.  SET ON THE NORTHEAST
 BL1853'CORNER OF FIELDS STORE ROAD AND CASTLE ROAD, 34.5 FEET EAST OF THE
 BL1853'CENTERLINE OF FIELDS STORE ROAD, 31 FEET NORTH OF THE CENTERLINE OF
 BL1853'CASTLE ROAD, 3.5 FEET EAST OF A POWER LINE JUNCTION POLE, 2.3 FEET
 BL1853'EAST OF A FENCE CORNER POST, AND 1 FOOT SOUTH OF A FENCE.
 BL1853
 BL1853                          STATION RECOVERY (1987)
 BL1853
 BL1853'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1853'RECOVERED IN GOOD CONDITION.
 BL1853
 BL1853                          STATION RECOVERY (1993)
 BL1853
 BL1853'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1853'MARK NOT FOUND.
 BL1853
 BL1853                          STATION RECOVERY (2005)
 BL1853
 BL1853'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWB)
 BL1853'MARK NOT FOUND.
 BL1853
 BL1853                          STATION RECOVERY (2005)
 BL1853
 BL1853'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1853'3 FEET SOUTHEAST OF FENCE CORNER POST, 2.5 FEET SOUTH OF FENCE, 1 FOOT
 BL1853'WEST OF METAL WITNESS POST.
 BL1853'LAT/LON BY HANDHELD GPS(NAD83) N 30 06 34.3 W095 55 06.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0298 ***********************************************************************
 AW0298  DESIGNATION -  N 1251
 AW0298  PID         -  AW0298
 AW0298  STATE/COUNTY-  TX/HARRIS
 AW0298  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0298
 AW0298                         *CURRENT SURVEY CONTROL
 AW0298  ___________________________________________________________________
 AW0298* NAD 83(1986)-  29 47 05.     (N)    095 33 08.     (W)     SCALED    
 AW0298* NAVD 88     -        25.07   (+/-2cm)      82.3    (feet)  VERTCON   
 AW0298  ___________________________________________________________________
 AW0298  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW0298
 AW0298  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0298
 AW0298.The horizontal coordinates were scaled from a topographic map and have
 AW0298.an estimated accuracy of +/- 6 seconds.
 AW0298
 AW0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0298.The vertical order pertains to the NGVD 29 superseded value.
 AW0298
 AW0298.The geoid height was determined by GEOID03.
 AW0298
 AW0298;                    North         East    Units  Estimated Accuracy
 AW0298;SPC TXSC     - 4,221,180.      933,300.      MT  (+/- 180 meters Scaled)
 AW0298
 AW0298                          SUPERSEDED SURVEY CONTROL
 AW0298
 AW0298  NGVD 29 (??/??/92)   25.064  (m)           82.23   (f) ADJ UNCH    1 2
 AW0298
 AW0298.Superseded values are not recommended for survey control.
 AW0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0298.See file dsdata.txt to determine how the superseded data were derived.
 AW0298
 AW0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN532976(NAD 83)
 AW0298_MARKER: I = METAL ROD
 AW0298_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0298_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0298_STAMPING: N 1251 1978
 AW0298_MARK LOGO: NGS   
 AW0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0298+STABILITY: POSITION/ELEVATION WELL
 AW0298
 AW0298  HISTORY     - Date     Condition        Report By
 AW0298  HISTORY     - 1978     MONUMENTED       NGS
 AW0298  HISTORY     - 1981     GOOD             NGS
 AW0298  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW0298  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0298  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0298  HISTORY     - 19870703 GOOD             NGS
 AW0298  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0298  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0298  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0298
 AW0298                          STATION DESCRIPTION
 AW0298
 AW0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0298'5.4 MI EAST FROM ADDICKS.
 AW0298'5.4 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0298'THE RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, AT MILE POST
 AW0298'1072, 80.5 FEET WEST-SOUTHWEST OF MILE POST 1072, 32.5 FEET NORTH
 AW0298'OF THE CENTERLINE OF THE WEST BOUND ACCESS ROAD, 42 FEET SOUTH OF
 AW0298'THE SOUTH RAIL, AND 11 FEET EAST OF THE EXTENDED CENTERLINE OF
 AW0298'WISTERWOOD.  NOTE=THE SLEEVE DEPTH IS 30 FEET.
 AW0298
 AW0298                          STATION RECOVERY (1981)
 AW0298
 AW0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0298'RECOVERED IN GOOD CONDITION.
 AW0298
 AW0298                          STATION RECOVERY (1983)
 AW0298
 AW0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0298'NOT RECOVERED, ASSUME THIS MARK WAS KNOCKED OUT BY ROAD CONSTRUCTION.
 AW0298
 AW0298                          STATION RECOVERY (1986)
 AW0298
 AW0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0298'MARK NOT FOUND.
 AW0298
 AW0298                          STATION RECOVERY (1987)
 AW0298
 AW0298'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0298'MARK NOT FOUND.
 AW0298
 AW0298                          STATION RECOVERY (1987)
 AW0298
 AW0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW0298'RECOVERED IN GOOD CONDITION.
 AW0298
 AW0298                          STATION RECOVERY (1989)
 AW0298
 AW0298'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0298'MARK NOT FOUND.
 AW0298
 AW0298                          STATION RECOVERY (1994)
 AW0298
 AW0298'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0298'MARK NOT FOUND.
 AW0298
 AW0298                          STATION RECOVERY (2004)
 AW0298
 AW0298'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2437 ***********************************************************************
 AX2437  DESIGNATION -  N 1252
 AX2437  PID         -  AX2437
 AX2437  STATE/COUNTY-  TX/AUSTIN
 AX2437  USGS QUAD   -  WALLIS (1980)
 AX2437
 AX2437                         *CURRENT SURVEY CONTROL
 AX2437  ___________________________________________________________________
 AX2437* NAD 83(1986)-  29 40 29.     (N)    096 06 14.     (W)     SCALED    
 AX2437* NAVD 88     -        42.87   (+/-2cm)     140.6    (feet)  VERTCON   
 AX2437  ___________________________________________________________________
 AX2437  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX2437
 AX2437  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2437
 AX2437.The horizontal coordinates were scaled from a topographic map and have
 AX2437.an estimated accuracy of +/- 6 seconds.
 AX2437
 AX2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2437.The vertical order pertains to the NGVD 29 superseded value.
 AX2437
 AX2437.The geoid height was determined by GEOID03.
 AX2437
 AX2437;                    North         East    Units  Estimated Accuracy
 AX2437;SPC TXSC     - 4,207,550.      880,280.      MT  (+/- 180 meters Scaled)
 AX2437
 AX2437                          SUPERSEDED SURVEY CONTROL
 AX2437
 AX2437  NGVD 29 (??/??/92)   42.854  (m)          140.60   (f) ADJ UNCH    1 1
 AX2437
 AX2437.Superseded values are not recommended for survey control.
 AX2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2437.See file dsdata.txt to determine how the superseded data were derived.
 AX2437
 AX2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT802862(NAD 83)
 AX2437_MARKER: DD = SURVEY DISK
 AX2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2437_STAMPING: N 1252 1978
 AX2437_MARK LOGO: NGS   
 AX2437_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2437+STABILITY: SURFACE MOTION
 AX2437
 AX2437  HISTORY     - Date     Condition        Report By
 AX2437  HISTORY     - 1978     MONUMENTED       NGS
 AX2437  HISTORY     - 19780615 SEE DESCRIPTION  NGS
 AX2437  HISTORY     - 1988     GOOD             USPSQD
 AX2437
 AX2437                          STATION DESCRIPTION
 AX2437
 AX2437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2437'THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) SOUTHEAST ALONG THE
 AX2437'GULF COLORADO AND SANTA FE RAILROAD FROM THE STATION AT SEALY, THENCE
 AX2437'0.95 MILE (1.53 KM) NORTHEAST ALONG A PRIVATE DIRT ROAD, AND THENCE
 AX2437'0.05 MILE (0.08 KM) NORTHWEST ALONG A DIRT DRIVE TO A MICROWAVE TOWER.
 AX2437'184 FT (56.1 M) NORTHWEST OF BENCH MARK M 1252, 180 FT (54.9 M)
 AX2437'NORTHWEST OF THE MIRCOWAVE TOWER, AND 72 FT (21.9 M) SOUTHEAST OF THE
 AX2437'SOUTH CORNER OF A FENCE SURROUNDING 4 GUY WIRES TO THE TOWER.  NOTE
 AX2437'THE MARK IS A CONCRETE PILLAR 10 FT (3.0 M) DEEP.  A DISK SET IN THE
 AX2437'TOP OF A CONCRETE POST PROJECTING 936 INCHES.
 AX2437
 AX2437                          STATION RECOVERY (1988)
 AX2437
 AX2437'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AX2437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0325 ***********************************************************************
 AW0325  DESIGNATION -  N 1253
 AW0325  PID         -  AW0325
 AW0325  STATE/COUNTY-  TX/HARRIS
 AW0325  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0325
 AW0325                         *CURRENT SURVEY CONTROL
 AW0325  ___________________________________________________________________
 AW0325* NAD 83(1993)-  29 46 54.89139(N)    095 26 26.87038(W)     ADJUSTED  
 AW0325* NAVD 88     -        17.369  (meters)      56.98   (feet)  ADJUSTED  
 AW0325  ___________________________________________________________________
 AW0325  X           -    -525,315.189 (meters)                     COMP
 AW0325  Y           -  -5,515,334.927 (meters)                     COMP
 AW0325  Z           -   3,149,409.737 (meters)                     COMP
 AW0325  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW0325  ELLIP HEIGHT-          -9.94  (meters)          (10/23/00) GPS OBS
 AW0325  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW0325  DYNAMIC HT  -          17.345 (meters)      56.91  (feet)  COMP
 AW0325  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0325
 AW0325  HORZ ORDER  -  B
 AW0325  VERT ORDER  -  FIRST     CLASS II
 AW0325  ELLP ORDER  -  FOURTH    CLASS II
 AW0325
 AW0325.This is a reference station for the HOUSTON RRP
 AW0325.National Continuously Operating Reference Station (HOUS).
 AW0325
 AW0325.The horizontal coordinates were established by GPS observations
 AW0325.and adjusted by the National Geodetic Survey in 19980050..
 AW0325
 AW0325.The orthometric height was determined by differential leveling
 AW0325.and adjusted by the National Geodetic Survey in July 2002..
 AW0325
 AW0325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0325
 AW0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0325
 AW0325.The ellipsoidal height was determined by GPS observations
 AW0325.and is referenced to NAD 83.
 AW0325
 AW0325.The geoid height was determined by GEOID03.
 AW0325
 AW0325.The dynamic height is computed by dividing the NAVD 88
 AW0325.geopotential number by the normal gravity value computed on the
 AW0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0325.degrees latitude (g = 980.6199 gals.).
 AW0325
 AW0325.The modeled gravity was interpolated from observed gravity values.
 AW0325
 AW0325;                    North         East     Units Scale Factor Converg.
 AW0325;SPC TXSC     - 4,221,192.282   944,072.874   MT  0.99989357   +1 44 37.3
 AW0325;SPC TXSC     -13,849,028.35  3,097,345.75   sFT  0.99989357   +1 44 37.3
 AW0325;UTM  15      - 3,297,117.416   264,041.307   MT  1.00028700   -1 12 46.5
 AW0325
 AW0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0325!SPC TXSC     -   1.00000156  x   0.99989357  =   0.99989513
 AW0325!UTM  15      -   1.00000156  x   1.00028700  =   1.00028856
 AW0325
 AW0325                          SUPERSEDED SURVEY CONTROL
 AW0325
 AW0325  ELLIP H (00/50/98)   -9.94   (m)                       GP(       ) 4 1
 AW0325  NAVD 88 (06/15/91)   17.546  (m)           57.57   (f) UNKNOWN     1 2
 AW0325  NGVD 29 (12/23/87)   17.541  (m)           57.55   (f) ADJUSTED    1 2
 AW0325
 AW0325.Superseded values are not recommended for survey control.
 AW0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0325.See file dsdata.txt to determine how the superseded data were derived.
 AW0325
 AW0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6404197117(NAD 83)
 AW0325_MARKER: I = METAL ROD
 AW0325_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0325_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0325_STAMPING: N 1253 1978
 AW0325_MARK LOGO: NGS   
 AW0325_PROJECTION: RECESSED 1 CENTIMETERS
 AW0325_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0325+STABILITY: POSITION/ELEVATION WELL
 AW0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0325+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1998
 AW0325_ROD/PIPE-DEPTH: 17.0 meters
 AW0325_SLEEVE-DEPTH  : 14.3 meters
 AW0325
 AW0325  HISTORY     - Date     Condition        Report By
 AW0325  HISTORY     - 1978     MONUMENTED       NGS
 AW0325  HISTORY     - 1981     GOOD             NGS
 AW0325  HISTORY     - 1983     GOOD             NGS
 AW0325  HISTORY     - 1986     GOOD             NGS
 AW0325  HISTORY     - 1987     GOOD             USPSQD
 AW0325  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0325  HISTORY     - 1991     GOOD             USPSQD
 AW0325  HISTORY     - 19931023 GOOD             USPSQD
 AW0325  HISTORY     - 19960204 GOOD             NGS
 AW0325  HISTORY     - 19980118 GOOD             NGS
 AW0325
 AW0325                          STATION DESCRIPTION
 AW0325
 AW0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0325'6.1 MI WEST FROM HOUSTON.
 AW0325'ABOUT 5.75 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0325'THE SWITCH CONTROL BUILDING NUMBER 108 IN HOUSTON, AND THENCE 0.35
 AW0325'MILE EAST-SOUTHEAST ALONG KATY ROAD.  SET IN THE MEDIUM OF KATY
 AW0325'ROAD, 408 FEET WEST-NORTHWEST OF THE CENTER PILLAR FOR A RAILROAD
 AW0325'BRIDGE, 43 FEET NORTH-NORTHEAST OF A LIGHT POLE NUMBER 12110, 8
 AW0325'FEET NORTH-NORTHEAST OF THE SOUTHERLY CURB OF THE MEDIUM, AND 5.7
 AW0325'FEET SOUTH-SOUTHWEST OF THE NORTHERLY CURB OF THE MEDIUM.  SLEEVE
 AW0325'DEPTH IS 47 FEET, MARK IS SET BELOW THE GROUND, ACCESS TO WHICH IS
 AW0325'TO BE HAD THROUGH A METAL ACCESS CAP.
 AW0325
 AW0325                          STATION RECOVERY (1981)
 AW0325
 AW0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0325'RECOVERED IN GOOD CONDITION.
 AW0325
 AW0325                          STATION RECOVERY (1983)
 AW0325
 AW0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0325'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0325'0.5 KM (0.3 MI) NORTH NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0325'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0325'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0325'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 0.5 KM (0.3 MI) EAST-SOUTHEAST
 AW0325'ALONG KATY ROAD TO THE MARK, SET IN THE MEDIAN, 124.3 METERS
 AW0325'(408.0 FT) WEST-NORTHWEST OF THE CENTER PILLAR OF A RAILROAD BRIDGE,
 AW0325'13.1 METERS (43.0 FT) NORTH-NORTHEAST OF A STREET LIGHT POLE NUMBER
 AW0325'12110, 2.4 METERS (8.0 FT) NORTH-NORTHEAST OF THE SOUTH CURB OF THE
 AW0325'MEDIAN, AND 1.6 METERS (5.7 FT) SOUTH-SOUTHWEST OF THE NORTH CURB OF
 AW0325'THE MEDIAN.
 AW0325'THE MARK IS 0.3 M ABOVE ROAD.
 AW0325
 AW0325                          STATION RECOVERY (1986)
 AW0325
 AW0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0325'RECOVERED IN GOOD CONDITION.
 AW0325
 AW0325                          STATION RECOVERY (1987)
 AW0325
 AW0325'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0325'RECOVERED IN GOOD CONDITION.
 AW0325
 AW0325                          STATION RECOVERY (1990)
 AW0325
 AW0325'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW0325'MARK NOT FOUND.
 AW0325
 AW0325                          STATION RECOVERY (1991)
 AW0325
 AW0325'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AW0325'RECOVERED IN GOOD CONDITION.
 AW0325
 AW0325                          STATION RECOVERY (1993)
 AW0325
 AW0325'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0325'RECOVERED IN GOOD CONDITION.
 AW0325
 AW0325                          STATION RECOVERY (1996)
 AW0325
 AW0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0325'1.2 KM (0.75 MI) WESTERLY ALONG KATY ROAD FROM THE JUNCTION OF
 AW0325'INTERSTATE HIGHWAY 10 IN HOUSTON, IN THE MEDIAN OF THE ROAD AND
 AW0325'SURROUNDED BY A CONCRETE DIVIDER, 125.0 M (410.1 FT) WEST OF THE
 AW0325'NORTHWEST FACE OF THE CENTER PIER OF A RAILROAD OVERPASS, 13.1 M (43.0
 AW0325'FT) NORTHEAST OF A UTILITY LIGHT POLE, 3.1 M (10.2 FT) NORTHWEST OF
 AW0325'THE SOUTHEAST END OF A DIVIDER, 2.4 M (7.9 FT) NORTHEAST OF THE NORTH
 AW0325'CURB OF THE EASTBOUND LANES OF THE ROAD, 0.4 M (1.3 FT) SOUTHWEST OF
 AW0325'THE SOUTH CURB OF THE EASTBOUND LANES OF THE ROAD, AND 0.3 M (1.0 FT)
 AW0325'ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AW0325'THROUGH A 5-INCH LOGO CAP.
 AW0325
 AW0325                          STATION RECOVERY (1998)
 AW0325
 AW0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AW0325'THE STATION WAS RECOVERED USING THE 1996 DESCRIPTION, ALL DIRECTION
 AW0325'AND DISTANCES CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1847 ***********************************************************************
 AW1847  DESIGNATION -  N 1254
 AW1847  PID         -  AW1847
 AW1847  STATE/COUNTY-  TX/HARRIS
 AW1847  USGS QUAD   -  WARREN LAKE (1980)
 AW1847
 AW1847                         *CURRENT SURVEY CONTROL
 AW1847  ___________________________________________________________________
 AW1847* NAD 83(1986)-  29 59 42.     (N)    095 45 41.     (W)     SCALED    
 AW1847* NAVD 88     -        56.747  (meters)     186.18   (feet)  ADJUSTED  
 AW1847  ___________________________________________________________________
 AW1847  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW1847  DYNAMIC HT  -          56.670 (meters)     185.92  (feet)  COMP
 AW1847  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 AW1847
 AW1847  VERT ORDER  -  FIRST     CLASS II
 AW1847
 AW1847.The horizontal coordinates were scaled from a topographic map and have
 AW1847.an estimated accuracy of +/- 6 seconds.
 AW1847
 AW1847.The orthometric height was determined by differential leveling
 AW1847.and adjusted by the National Geodetic Survey in June 1991..
 AW1847
 AW1847.The geoid height was determined by GEOID03.
 AW1847
 AW1847.The dynamic height is computed by dividing the NAVD 88
 AW1847.geopotential number by the normal gravity value computed on the
 AW1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1847.degrees latitude (g = 980.6199 gals.).
 AW1847
 AW1847.The modeled gravity was interpolated from observed gravity values.
 AW1847
 AW1847;                    North         East    Units  Estimated Accuracy
 AW1847;SPC TXSC     - 4,243,900.      912,440.      MT  (+/- 180 meters Scaled)
 AW1847
 AW1847                          SUPERSEDED SURVEY CONTROL
 AW1847
 AW1847  NGVD 29 (12/23/87)   56.740  (m)          186.15   (f) ADJUSTED    1 2
 AW1847
 AW1847.Superseded values are not recommended for survey control.
 AW1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1847.See file dsdata.txt to determine how the superseded data were derived.
 AW1847
 AW1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP336214(NAD 83)
 AW1847_MARKER: I = METAL ROD
 AW1847_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1847_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1847_STAMPING: N 1254 1978
 AW1847_MARK LOGO: NGS   
 AW1847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1847+STABILITY: POSITION/ELEVATION WELL
 AW1847
 AW1847  HISTORY     - Date     Condition        Report By
 AW1847  HISTORY     - 1978     MONUMENTED       NGS
 AW1847  HISTORY     - 1981     GOOD             NGS
 AW1847  HISTORY     - 1986     GOOD             NGS
 AW1847  HISTORY     - 1987     GOOD             USPSQD
 AW1847  HISTORY     - 19940205 MARK NOT FOUND   USPSQD
 AW1847
 AW1847                          STATION DESCRIPTION
 AW1847
 AW1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1847'4.1 MI NW FROM CYPRESS.
 AW1847'4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1847'CYPRESS SPRING ROAD IN CYPRESS.  AT RAILROAD SEMIPHORE NUMBER 301
 AW1847'AND NORTHWEST OF THE CROSSOVER AT THE NINE BAR RANCH ENTRANCE, 172.4
 AW1847'FEET NORTHWEST OF THE EXTENDED CENTERLINE OF THE CROSSOVER, 95.7
 AW1847'FEET SOUTHEAST OF AN UNDERGROUND CABLE MARKER POST, NUMBER 72.2, 42.5
 AW1847'FEET NORTHEAST OF THE NORTHEAST SIDE OF SEMIPHORE 301, AND 43.2 FEET
 AW1847'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 AW1847'SLEEVE IS SET AT A DEPTH OF 40 FEET.
 AW1847
 AW1847                          STATION RECOVERY (1981)
 AW1847
 AW1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1847'RECOVERED IN GOOD CONDITION.
 AW1847
 AW1847                          STATION RECOVERY (1986)
 AW1847
 AW1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1847'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--2.4 M
 AW1847'(7.9 FT) NORTHEAST OF A WITNESS POST.  DELETE--95.7 FEET SOUTHEAST OF
 AW1847'AN UNDERGROUND CABLE MARKER POST, NUMBER 72.2.
 AW1847
 AW1847                          STATION RECOVERY (1987)
 AW1847
 AW1847'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1847'RECOVERED IN GOOD CONDITION.
 AW1847
 AW1847                          STATION RECOVERY (1994)
 AW1847
 AW1847'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0100 ***********************************************************************
 AM0100  DESIGNATION -  N 1255
 AM0100  PID         -  AM0100
 AM0100  STATE/COUNTY-  TX/BRAZORIA
 AM0100  USGS QUAD   -  FREEPORT (1974)
 AM0100
 AM0100                         *CURRENT SURVEY CONTROL
 AM0100  ___________________________________________________________________
 AM0100* NAD 83(1986)-  28 58 12.     (N)    095 15 56.     (W)     SCALED    
 AM0100* NAVD 88     -         1.79   (+/-2cm)       5.9    (feet)  VERTCON   
 AM0100  ___________________________________________________________________
 AM0100  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AM0100
 AM0100  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0100
 AM0100.The horizontal coordinates were scaled from a topographic map and have
 AM0100.an estimated accuracy of +/- 6 seconds.
 AM0100
 AM0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0100.The vertical order pertains to the NGVD 29 superseded value.
 AM0100
 AM0100.The geoid height was determined by GEOID03.
 AM0100
 AM0100;                    North         East    Units  Estimated Accuracy
 AM0100;SPC TXSC     - 4,131,780.      963,880.      MT  (+/- 180 meters Scaled)
 AM0100
 AM0100                          SUPERSEDED SURVEY CONTROL
 AM0100
 AM0100  NGVD 29 (??/??/92)    1.811  (m)            5.94   (f) ADJ UNCH    1 1
 AM0100
 AM0100.Superseded values are not recommended for survey control.
 AM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0100.See file dsdata.txt to determine how the superseded data were derived.
 AM0100
 AM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN792067(NAD 83)
 AM0100_MARKER: DB = BENCH MARK DISK
 AM0100_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0100_SP_SET: STAINLESS STEEL ROD
 AM0100_STAMPING: N 1255 1978
 AM0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0100+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0100
 AM0100  HISTORY     - Date     Condition        Report By
 AM0100  HISTORY     - 1978     MONUMENTED       NGS
 AM0100  HISTORY     - 1989     GOOD             USPSQD
 AM0100  HISTORY     - 1990     GOOD             USPSQD
 AM0100  HISTORY     - 19950501 GOOD             USPSQD
 AM0100  HISTORY     - 20040209 GOOD             USPSQD
 AM0100  HISTORY     - 20050218 GOOD             USPSQD
 AM0100
 AM0100                          STATION DESCRIPTION
 AM0100
 AM0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0100'2.0 MI NE FROM SURFSIDE.
 AM0100'2.0 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AM0100'STATE HIGHWAY 332 IN SURFSIDE, AT A 7-ELEVEN STORE,
 AM0100'107 FT NORTHWEST OF CENTERLINE OF HIGHWAY, 3 FT SOUTHEAST OF
 AM0100'A POWERLINE POLE, 35 FT SOUTHWEST OF SOUTHWEST CORNER THEA
 AM0100'STORE, 39 FT NORTHWEST OF A 7-ELEVEN SIGN POST.
 AM0100
 AM0100                          STATION RECOVERY (1989)
 AM0100
 AM0100'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0100'RECOVERED IN GOOD CONDITION.
 AM0100
 AM0100                          STATION RECOVERY (1990)
 AM0100
 AM0100'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AM0100'RECOVERED IN GOOD CONDITION.
 AM0100
 AM0100                          STATION RECOVERY (1995)
 AM0100
 AM0100'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0100'RECOVERED IN GOOD CONDITION.
 AM0100
 AM0100                          STATION RECOVERY (2004)
 AM0100
 AM0100'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0100'GO TO N 28 58 14.9  W 095 15 52.6
 AM0100
 AM0100                          STATION RECOVERY (2005)
 AM0100
 AM0100'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0130 ***********************************************************************
 AM0130  DESIGNATION -  N 1256
 AM0130  PID         -  AM0130
 AM0130  STATE/COUNTY-  TX/MATAGORDA
 AM0130  USGS QUAD   -  WADSWORTH (1972)
 AM0130
 AM0130                         *CURRENT SURVEY CONTROL
 AM0130  ___________________________________________________________________
 AM0130* NAD 83(1986)-  28 49 15.     (N)    095 56 00.     (W)     SCALED    
 AM0130* NAVD 88     -         9.28   (+/-2cm)      30.4    (feet)  VERTCON   
 AM0130  ___________________________________________________________________
 AM0130  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AM0130
 AM0130  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0130
 AM0130.The horizontal coordinates were scaled from a topographic map and have
 AM0130.an estimated accuracy of +/- 6 seconds.
 AM0130
 AM0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0130.The vertical order pertains to the NGVD 29 superseded value.
 AM0130
 AM0130.The geoid height was determined by GEOID03.
 AM0130
 AM0130;                    North         East    Units  Estimated Accuracy
 AM0130;SPC TXSC     - 4,113,370.      899,260.      MT  (+/- 180 meters Scaled)
 AM0130
 AM0130                          SUPERSEDED SURVEY CONTROL
 AM0130
 AM0130  NGVD 29 (??/??/92)    9.323  (m)           30.59   (f) ADJ UNCH    1 1
 AM0130
 AM0130.Superseded values are not recommended for survey control.
 AM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0130.See file dsdata.txt to determine how the superseded data were derived.
 AM0130
 AM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM137916(NAD 83)
 AM0130_MARKER: DB = BENCH MARK DISK
 AM0130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0130_SP_SET: STAINLESS STEEL ROD
 AM0130_STAMPING: N 1256 1978
 AM0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0130+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0130
 AM0130  HISTORY     - Date     Condition        Report By
 AM0130  HISTORY     - 1978     MONUMENTED       NGS
 AM0130  HISTORY     - 20060316 GOOD             USPSQD
 AM0130
 AM0130                          STATION DESCRIPTION
 AM0130
 AM0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0130'0.95 MI SOUTH FROM WADSWORTH.
 AM0130'0.95 MILE SOUTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AM0130'WADSWORTH, 63 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 53 FT.
 AM0130'SOUTH OF THE MOST SOUTHERLY ONE OF TWO PRIVATE DRIVEWAYS, 2 FT.
 AM0130'SOUTH OF A POWER POLE WITH A SMALL TRANSFORMER, 27 FT. SOUTH OF A
 AM0130'FENCE CORNER AND 1 FT. EAST OF A FENCE.
 AM0130
 AM0130                          STATION RECOVERY (2006)
 AM0130
 AM0130'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0130'FOUND AS DESCRIBED. GO TO N28 49 14.1 W095 55 59.6.  THE MARK IS 2
 AM0130'FEET NORTH OF A METAL WITNESS POST.  THERE IS ORANGE TAPE ON THE FENCE
 AM0130'BEHIND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0143 ***********************************************************************
 AH0143  DESIGNATION -  N 1257
 AH0143  PID         -  AH0143
 AH0143  STATE/COUNTY-  TX/SAN PATRICIO
 AH0143  USGS QUAD   -  GREGORY (1975)
 AH0143
 AH0143                         *CURRENT SURVEY CONTROL
 AH0143  ___________________________________________________________________
 AH0143* NAD 83(1986)-  27 56 36.     (N)    097 19 51.     (W)     SCALED    
 AH0143* NAVD 88     -        10.888  (meters)      35.72   (feet)  ADJUSTED  
 AH0143  ___________________________________________________________________
 AH0143  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AH0143  DYNAMIC HT  -          10.871 (meters)      35.67  (feet)  COMP
 AH0143  MODELED GRAV-     979,136.5   (mgal)                       NAVD 88
 AH0143
 AH0143  VERT ORDER  -  FIRST     CLASS I
 AH0143
 AH0143.The horizontal coordinates were scaled from a topographic map and have
 AH0143.an estimated accuracy of +/- 6 seconds.
 AH0143
 AH0143.The orthometric height was determined by differential leveling
 AH0143.and adjusted by the National Geodetic Survey in December 1997..
 AH0143
 AH0143.The geoid height was determined by GEOID03.
 AH0143
 AH0143.The dynamic height is computed by dividing the NAVD 88
 AH0143.geopotential number by the normal gravity value computed on the
 AH0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0143.degrees latitude (g = 980.6199 gals.).
 AH0143
 AH0143.The modeled gravity was interpolated from observed gravity values.
 AH0143
 AH0143;                    North         East    Units  Estimated Accuracy
 AH0143;SPC TX S     - 5,252,780.      415,060.      MT  (+/- 180 meters Scaled)
 AH0143
 AH0143                          SUPERSEDED SURVEY CONTROL
 AH0143
 AH0143  NAVD 88 (06/15/91)   10.966  (m)           35.98   (f) UNKNOWN     1 1
 AH0143  NGVD 29 (??/??/92)   11.136  (m)           36.54   (f) ADJ UNCH    1 1
 AH0143
 AH0143.Superseded values are not recommended for survey control.
 AH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0143.See file dsdata.txt to determine how the superseded data were derived.
 AH0143
 AH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR642920(NAD 83)
 AH0143_MARKER: DV = VERTICAL CONTROL DISK
 AH0143_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH0143_SP_SET: BRIDGE ABUTMENT
 AH0143_STAMPING: N 1257 1978
 AH0143_MARK LOGO: NGS   
 AH0143_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0143+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0143
 AH0143  HISTORY     - Date     Condition        Report By
 AH0143  HISTORY     - 1978     MONUMENTED       NGS
 AH0143  HISTORY     - 19910720 GOOD             USPSQD
 AH0143  HISTORY     - 19950610 GOOD             USPSQD
 AH0143  HISTORY     - 19970203 GOOD             NGS
 AH0143
 AH0143                          STATION DESCRIPTION
 AH0143
 AH0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0143'2.9 MI NW FROM GREGORY.
 AH0143'2.9 MILES NORTHWEST ALONG STATE HIGHWAY 181 FROM THE
 AH0143'POST OFFICE IN GROGERY, 4.8 MILES SOUTHWEST OF TAFT,
 AH0143'SET IN THE TOP AND 3 FEET NORTHWEST OF THE EAST END
 AH0143'OF THE SOUTHWEST CONCRETE GUARDRAIL OF A BRIDGE, 23
 AH0143'FEET SOUTHWEST OF THE CENTER OF THE SOUTHEAST BOUND
 AH0143'LANES OF THE HIGHWAY.
 AH0143
 AH0143                          STATION RECOVERY (1991)
 AH0143
 AH0143'RECOVERY NOTE BY US POWER SQUADRON 1991 (RM)
 AH0143'RECOVERED IN GOOD CONDITION.
 AH0143
 AH0143                          STATION RECOVERY (1995)
 AH0143
 AH0143'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0143'RECOVERED IN GOOD CONDITION.
 AH0143
 AH0143                          STATION RECOVERY (1997)
 AH0143
 AH0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0143'4.6 KM (2.85 MI) NORTHWESTERLY ALONG STATE HIGHWAY 361 AND U.S.
 AH0143'HIGHWAY 181 FROM THE POST OFFICE IN GREGORY, IN TOP OF AND 0.8 M (2.6
 AH0143'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 AH0143'GUARDRAIL OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING A DRAINAGE DITCH,
 AH0143'7.0 M (23.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 AH0143'THE HIGHWAY, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1814 ***********************************************************************
 AN1814  DESIGNATION -  N 1258
 AN1814  PID         -  AN1814
 AN1814  STATE/COUNTY-  TX/JACKSON
 AN1814  USGS QUAD   -  LOLITA (1995)
 AN1814
 AN1814                         *CURRENT SURVEY CONTROL
 AN1814  ___________________________________________________________________
 AN1814* NAD 83(1986)-  28 49 53.     (N)    096 36 17.     (W)     SCALED    
 AN1814* NAVD 88     -        10.117  (meters)      33.19   (feet)  ADJUSTED  
 AN1814  ___________________________________________________________________
 AN1814  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1814  DYNAMIC HT  -          10.102 (meters)      33.14  (feet)  COMP
 AN1814  MODELED GRAV-     979,207.5   (mgal)                       NAVD 88
 AN1814
 AN1814  VERT ORDER  -  FIRST     CLASS I
 AN1814
 AN1814.The horizontal coordinates were scaled from a topographic map and have
 AN1814.an estimated accuracy of +/- 6 seconds.
 AN1814
 AN1814.The orthometric height was determined by differential leveling
 AN1814.and adjusted by the National Geodetic Survey in June 1991..
 AN1814
 AN1814.The geoid height was determined by GEOID03.
 AN1814
 AN1814.The dynamic height is computed by dividing the NAVD 88
 AN1814.geopotential number by the normal gravity value computed on the
 AN1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1814.degrees latitude (g = 980.6199 gals.).
 AN1814
 AN1814.The modeled gravity was interpolated from observed gravity values.
 AN1814
 AN1814;                    North         East    Units  Estimated Accuracy
 AN1814;SPC TXSC     - 4,113,010.      833,730.      MT  (+/- 180 meters Scaled)
 AN1814
 AN1814                          SUPERSEDED SURVEY CONTROL
 AN1814
 AN1814  NGVD 29 (??/??/92)   10.233  (m)           33.57   (f) ADJ UNCH    1 1
 AN1814
 AN1814.Superseded values are not recommended for survey control.
 AN1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1814.See file dsdata.txt to determine how the superseded data were derived.
 AN1814
 AN1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS337916(NAD 83)
 AN1814_MARKER: DB = BENCH MARK DISK
 AN1814_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1814_SP_SET: STAINLESS STEEL ROD
 AN1814_STAMPING: N 1258 1978
 AN1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1814
 AN1814  HISTORY     - Date     Condition        Report By
 AN1814  HISTORY     - 1978     MONUMENTED       NGS
 AN1814
 AN1814                          STATION DESCRIPTION
 AN1814
 AN1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1814'0.9 MI NE FROM VANDERBILT.
 AN1814'0.9 MILE NORTHEAST ALONG FARM ROAD 616 FROM THE JUNCTION OF FARM
 AN1814'ROAD 234 AT VANDERBUILT, 115 FEET NORTH OF THE CENTER LINE OF THE
 AN1814'HIGHWAY, 105 FEET SOUTH OF THE SOUTH RAIL AND SET BETWEEN 2 METAL
 AN1814'WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0083 ***********************************************************************
 AO0083  DESIGNATION -  N 126
 AO0083  PID         -  AO0083
 AO0083  STATE/COUNTY-  TX/LIVE OAK
 AO0083  USGS QUAD   -  THREE RIVERS (1984)
 AO0083
 AO0083                         *CURRENT SURVEY CONTROL
 AO0083  ___________________________________________________________________
 AO0083* NAD 83(1986)-  28 27 41.     (N)    098 11 05.     (W)     SCALED    
 AO0083* NAVD 88     -        44.825  (meters)     147.06   (feet)  ADJUSTED  
 AO0083  ___________________________________________________________________
 AO0083  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AO0083  DYNAMIC HT  -          44.759 (meters)     146.85  (feet)  COMP
 AO0083  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 AO0083
 AO0083  VERT ORDER  -  SECOND    CLASS 0
 AO0083
 AO0083.The horizontal coordinates were scaled from a topographic map and have
 AO0083.an estimated accuracy of +/- 6 seconds.
 AO0083
 AO0083.The orthometric height was determined by differential leveling
 AO0083.and adjusted by the National Geodetic Survey in June 1991..
 AO0083
 AO0083.The geoid height was determined by GEOID03.
 AO0083
 AO0083.The dynamic height is computed by dividing the NAVD 88
 AO0083.geopotential number by the normal gravity value computed on the
 AO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0083.degrees latitude (g = 980.6199 gals.).
 AO0083
 AO0083.The modeled gravity was interpolated from observed gravity values.
 AO0083
 AO0083;                    North         East    Units  Estimated Accuracy
 AO0083;SPC TXSC     - 4,069,890.      679,850.      MT  (+/- 180 meters Scaled)
 AO0083
 AO0083                          SUPERSEDED SURVEY CONTROL
 AO0083
 AO0083  NGVD 29 (??/??/92)   44.80   (m)          147.0    (f) COMPUTED    2 0
 AO0083
 AO0083.Superseded values are not recommended for survey control.
 AO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0083.See file dsdata.txt to determine how the superseded data were derived.
 AO0083
 AO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS798485(NAD 83)
 AO0083_MARKER: DB = BENCH MARK DISK
 AO0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0083_SP_SET: CURB
 AO0083_STAMPING: 147.008 N 126 1933
 AO0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0083
 AO0083  HISTORY     - Date     Condition        Report By
 AO0083  HISTORY     - 1933     MONUMENTED       CGS
 AO0083  HISTORY     - 1952     MARK NOT FOUND   USGS
 AO0083
 AO0083                          STATION DESCRIPTION
 AO0083
 AO0083'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0083'IN THREE RIVERS.
 AO0083'AT THREE RIVERS, LIVE OAK COUNTY, 1 BLOCK EAST OF THE SAN ANTONIO,
 AO0083'UVALDE AND GULF RAILROAD STATION, AT THE TIPS BUILDING, 9 FEET EAST OF
 AO0083'THE WEST EDGE, 10.2 FEET EAST OF A FIRE HYDRANT, AND IN THE CONCRETE
 AO0083'CURB.  A STANDARD DISK, STAMPED 147.008 N 126 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0116 ***********************************************************************
 AO0116  DESIGNATION -  N 127
 AO0116  PID         -  AO0116
 AO0116  STATE/COUNTY-  TX/MCMULLEN
 AO0116  USGS QUAD   -  FOWLERTON (1969)
 AO0116
 AO0116                         *CURRENT SURVEY CONTROL
 AO0116  ___________________________________________________________________
 AO0116* NAD 83(1986)-  28 26 41.     (N)    098 46 19.     (W)     SCALED    
 AO0116* NAVD 88     -       104.637  (meters)     343.30   (feet)  ADJUSTED  
 AO0116  ___________________________________________________________________
 AO0116  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AO0116  DYNAMIC HT  -         104.481 (meters)     342.78  (feet)  COMP
 AO0116  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 AO0116
 AO0116  VERT ORDER  -  SECOND    CLASS 0
 AO0116
 AO0116.The horizontal coordinates were scaled from a topographic map and have
 AO0116.an estimated accuracy of +/- 6 seconds.
 AO0116
 AO0116.The orthometric height was determined by differential leveling
 AO0116.and adjusted by the National Geodetic Survey in June 1991..
 AO0116
 AO0116.The geoid height was determined by GEOID03.
 AO0116
 AO0116.The dynamic height is computed by dividing the NAVD 88
 AO0116.geopotential number by the normal gravity value computed on the
 AO0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0116.degrees latitude (g = 980.6199 gals.).
 AO0116
 AO0116.The modeled gravity was interpolated from observed gravity values.
 AO0116
 AO0116;                    North         East    Units  Estimated Accuracy
 AO0116;SPC TXSC     - 4,067,780.      622,340.      MT  (+/- 180 meters Scaled)
 AO0116
 AO0116                          SUPERSEDED SURVEY CONTROL
 AO0116
 AO0116  NGVD 29 (??/??/92)  104.595  (m)          343.16   (f) ADJ UNCH    2 0
 AO0116
 AO0116.Superseded values are not recommended for survey control.
 AO0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0116.See file dsdata.txt to determine how the superseded data were derived.
 AO0116
 AO0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS223464(NAD 83)
 AO0116_MARKER: DB = BENCH MARK DISK
 AO0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0116_STAMPING: 343.119 N-127 1933
 AO0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0116+STABILITY: SURFACE MOTION
 AO0116
 AO0116  HISTORY     - Date     Condition        Report By
 AO0116  HISTORY     - 1933     MONUMENTED       CGS
 AO0116  HISTORY     - 1952     GOOD             USGS
 AO0116  HISTORY     - 1968     MARK NOT FOUND   USGS
 AO0116
 AO0116                          STATION DESCRIPTION
 AO0116
 AO0116'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0116'4.1 MI E FROM FOWLERTON.
 AO0116'IN MCMULLEN COUNTY, ABOUT 2.0 MILES SE. ALONG COUNTY ROAD KNOWN AS
 AO0116'CAMERON LANE, FROM FOWLERTON, LASALLE COUNTY, THENCE 2.1 MILES E.
 AO0116'ALONG COUNTY ROAD FROM FOWLERTON TO TILDEN TO JCT. OF TRAIL WITH ROAD,
 AO0116'ABOUT 30 FT. W. OF C.L. OF TRAIL, ABOUT 25 FT. S. OF C.L. OF ROAD. A
 AO0116'STANDARD DISK, STAMPED 343.119 N 127 1933, AND SET IN THE TOP OF A
 AO0116'CONCRETE POST.
 AO0116
 AO0116                          STATION RECOVERY (1968)
 AO0116
 AO0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AO0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0065 ***********************************************************************
 AH0065  DESIGNATION -  N 1271
 AH0065  PID         -  AH0065
 AH0065  STATE/COUNTY-  TX/NUECES
 AH0065  USGS QUAD   -  ANNAVILLE (1975)
 AH0065
 AH0065                         *CURRENT SURVEY CONTROL
 AH0065  ___________________________________________________________________
 AH0065* NAD 83(1986)-  27 47 02.     (N)    097 35 34.     (W)     SCALED    
 AH0065* NAVD 88     -        17.633  (meters)      57.85   (feet)  ADJUSTED  
 AH0065  ___________________________________________________________________
 AH0065  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0065  DYNAMIC HT  -          17.606 (meters)      57.76  (feet)  COMP
 AH0065  MODELED GRAV-     979,121.2   (mgal)                       NAVD 88
 AH0065
 AH0065  VERT ORDER  -  FIRST     CLASS I
 AH0065
 AH0065.The horizontal coordinates were scaled from a topographic map and have
 AH0065.an estimated accuracy of +/- 6 seconds.
 AH0065
 AH0065.The orthometric height was determined by differential leveling
 AH0065.and adjusted by the National Geodetic Survey in June 1991..
 AH0065
 AH0065.The geoid height was determined by GEOID03.
 AH0065
 AH0065.The dynamic height is computed by dividing the NAVD 88
 AH0065.geopotential number by the normal gravity value computed on the
 AH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0065.degrees latitude (g = 980.6199 gals.).
 AH0065
 AH0065.The modeled gravity was interpolated from observed gravity values.
 AH0065
 AH0065;                    North         East    Units  Estimated Accuracy
 AH0065;SPC TX S     - 5,234,900.      389,410.      MT  (+/- 180 meters Scaled)
 AH0065
 AH0065                          SUPERSEDED SURVEY CONTROL
 AH0065
 AH0065.No superseded survey control is available for this station.
 AH0065
 AH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR386740(NAD 83)
 AH0065_MARKER: DB = BENCH MARK DISK
 AH0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0065_SP_SET: ABUTMENT
 AH0065_STAMPING: N 1271 1978
 AH0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0065
 AH0065  HISTORY     - Date     Condition        Report By
 AH0065  HISTORY     - 1978     MONUMENTED       NGS
 AH0065  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0065
 AH0065                          STATION DESCRIPTION
 AH0065
 AH0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0065'2.8 MI WEST FROM CLARKWOOD.
 AH0065'2.75 MILES WEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH
 AH0065'FARM ROAD 2292 IN CLARKWOOD SET IN THE TOP AND 1 FOOT NORTH OF THE
 AH0065'SOUTH END OF THE EAST BRIDGE ABUTMENT OF THE EAST BOUND
 AH0065'BRIDGE OVER OSO CREEK,   20 FEET SOUTH OF THE CENTER OF THE EAST
 AH0065'BOUND LANE OF THE HIGHWAY AND 1 FOOT SOUTH OF THE EAST END OF THE
 AH0065'SOUTH BRIDGE GUARD RAIL.
 AH0065
 AH0065                          STATION RECOVERY (2001)
 AH0065
 AH0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0065'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1847 ***********************************************************************
 AN1847  DESIGNATION -  N 1272
 AN1847  PID         -  AN1847
 AN1847  STATE/COUNTY-  TX/REFUGIO
 AN1847  USGS QUAD   -  QUINTANA (1979)
 AN1847
 AN1847                         *CURRENT SURVEY CONTROL
 AN1847  ___________________________________________________________________
 AN1847* NAD 83(1986)-  28 20 31.     (N)    097 14 31.     (W)     SCALED    
 AN1847* NAVD 88     -        14.405  (meters)      47.26   (feet)  ADJUSTED  
 AN1847  ___________________________________________________________________
 AN1847  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1847  DYNAMIC HT  -          14.383 (meters)      47.19  (feet)  COMP
 AN1847  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 AN1847
 AN1847  VERT ORDER  -  FIRST     CLASS I
 AN1847
 AN1847.The horizontal coordinates were scaled from a topographic map and have
 AN1847.an estimated accuracy of +/- 6 seconds.
 AN1847
 AN1847.The orthometric height was determined by differential leveling
 AN1847.and adjusted by the National Geodetic Survey in June 1991..
 AN1847
 AN1847.The geoid height was determined by GEOID03.
 AN1847
 AN1847.The dynamic height is computed by dividing the NAVD 88
 AN1847.geopotential number by the normal gravity value computed on the
 AN1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1847.degrees latitude (g = 980.6199 gals.).
 AN1847
 AN1847.The modeled gravity was interpolated from observed gravity values.
 AN1847
 AN1847;                    North         East    Units  Estimated Accuracy
 AN1847;SPC TXSC     - 4,057,670.      772,370.      MT  (+/- 180 meters Scaled)
 AN1847
 AN1847                          SUPERSEDED SURVEY CONTROL
 AN1847
 AN1847  NGVD 29 (??/??/92)   14.558  (m)           47.76   (f) ADJ UNCH    1 1
 AN1847
 AN1847.Superseded values are not recommended for survey control.
 AN1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1847.See file dsdata.txt to determine how the superseded data were derived.
 AN1847
 AN1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS723363(NAD 83)
 AN1847_MARKER: DB = BENCH MARK DISK
 AN1847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1847_SP_SET: STAINLESS STEEL ROD
 AN1847_STAMPING: N 1272 1978
 AN1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1847
 AN1847  HISTORY     - Date     Condition        Report By
 AN1847  HISTORY     - 1978     MONUMENTED       NGS
 AN1847  HISTORY     - 19910408 GOOD             USPSQD
 AN1847  HISTORY     - 19940716 GOOD             USPSQD
 AN1847  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1847
 AN1847                          STATION DESCRIPTION
 AN1847
 AN1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1847'4.4 MI NE FROM REFUGIO.
 AN1847'4.4 MILES NORTHEAST ALONG U. S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1847'REFUGIO, AT A FIELD ENTRANCE ROAD LEADING WEST, 68 FEET WEST OF THE
 AN1847'CENTER OF THE HIGHWAY, 9 FEET NORTH OF THE CENTER OF THE FIELD
 AN1847'ENTRANCE ROAD, 2 FEET NORTHEAST OF A GATE POST AND 1 FOOT EAST OF A
 AN1847'WIRE FENCE.
 AN1847
 AN1847                          STATION RECOVERY (1991)
 AN1847
 AN1847'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN1847'RECOVERED IN GOOD CONDITION.
 AN1847
 AN1847                          STATION RECOVERY (1994)
 AN1847
 AN1847'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1847'RECOVERED IN GOOD CONDITION.
 AN1847
 AN1847                          STATION RECOVERY (1999)
 AN1847
 AN1847'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1849 ***********************************************************************
 AN1849  DESIGNATION -  N 1273
 AN1849  PID         -  AN1849
 AN1849  STATE/COUNTY-  TX/REFUGIO
 AN1849  USGS QUAD   -  REFUGIO (1979)
 AN1849
 AN1849                         *CURRENT SURVEY CONTROL
 AN1849  ___________________________________________________________________
 AN1849* NAD 83(1986)-  28 19 31.     (N)    097 15 45.     (W)     SCALED    
 AN1849* NAVD 88     -        17.259  (meters)      56.62   (feet)  ADJUSTED  
 AN1849  ___________________________________________________________________
 AN1849  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1849  DYNAMIC HT  -          17.233 (meters)      56.54  (feet)  COMP
 AN1849  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 AN1849
 AN1849  VERT ORDER  -  FIRST     CLASS I
 AN1849
 AN1849.The horizontal coordinates were scaled from a topographic map and have
 AN1849.an estimated accuracy of +/- 6 seconds.
 AN1849
 AN1849.The orthometric height was determined by differential leveling
 AN1849.and adjusted by the National Geodetic Survey in June 1991..
 AN1849
 AN1849.The geoid height was determined by GEOID03.
 AN1849
 AN1849.The dynamic height is computed by dividing the NAVD 88
 AN1849.geopotential number by the normal gravity value computed on the
 AN1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1849.degrees latitude (g = 980.6199 gals.).
 AN1849
 AN1849.The modeled gravity was interpolated from observed gravity values.
 AN1849
 AN1849;                    North         East    Units  Estimated Accuracy
 AN1849;SPC TXSC     - 4,055,790.      770,380.      MT  (+/- 180 meters Scaled)
 AN1849
 AN1849                          SUPERSEDED SURVEY CONTROL
 AN1849
 AN1849  NGVD 29 (??/??/92)   17.414  (m)           57.13   (f) ADJ UNCH    1 1
 AN1849
 AN1849.Superseded values are not recommended for survey control.
 AN1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1849.See file dsdata.txt to determine how the superseded data were derived.
 AN1849
 AN1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS703344(NAD 83)
 AN1849_MARKER: DB = BENCH MARK DISK
 AN1849_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1849_SP_SET: STAINLESS STEEL ROD
 AN1849_STAMPING: N 1273 1978
 AN1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1849
 AN1849  HISTORY     - Date     Condition        Report By
 AN1849  HISTORY     - 1978     MONUMENTED       NGS
 AN1849  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1849
 AN1849                          STATION DESCRIPTION
 AN1849
 AN1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1849'2.45 MI NE FROM REFUGIO.
 AN1849'2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1849'REFUGIO, AT A PRIVATE ROAD LEADING SOUTHEAST TO AN OIL FIELD, 49
 AN1849'FT SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9 FT NORTH OF THE
 AN1849'CENTER LINE OF THE ROAD, 1 FT NORTH OF A NORTH GATE POST.
 AN1849
 AN1849                          STATION RECOVERY (1999)
 AN1849
 AN1849'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1835 ***********************************************************************
 AN1835  DESIGNATION -  N 1274
 AN1835  PID         -  AN1835
 AN1835  STATE/COUNTY-  TX/REFUGIO
 AN1835  USGS QUAD   -  LAKE PASTURE (1979)
 AN1835
 AN1835                         *CURRENT SURVEY CONTROL
 AN1835  ___________________________________________________________________
 AN1835* NAD 83(1986)-  28 28 21.     (N)    097 06 01.     (W)     SCALED    
 AN1835* NAVD 88     -        22.212  (meters)      72.87   (feet)  ADJUSTED  
 AN1835  ___________________________________________________________________
 AN1835  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1835  DYNAMIC HT  -          22.179 (meters)      72.77  (feet)  COMP
 AN1835  MODELED GRAV-     979,168.7   (mgal)                       NAVD 88
 AN1835
 AN1835  VERT ORDER  -  FIRST     CLASS I
 AN1835
 AN1835.The horizontal coordinates were scaled from a topographic map and have
 AN1835.an estimated accuracy of +/- 6 seconds.
 AN1835
 AN1835.The orthometric height was determined by differential leveling
 AN1835.and adjusted by the National Geodetic Survey in June 1991..
 AN1835
 AN1835.The geoid height was determined by GEOID03.
 AN1835
 AN1835.The dynamic height is computed by dividing the NAVD 88
 AN1835.geopotential number by the normal gravity value computed on the
 AN1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1835.degrees latitude (g = 980.6199 gals.).
 AN1835
 AN1835.The modeled gravity was interpolated from observed gravity values.
 AN1835
 AN1835;                    North         East    Units  Estimated Accuracy
 AN1835;SPC TXSC     - 4,072,350.      786,030.      MT  (+/- 180 meters Scaled)
 AN1835
 AN1835                          SUPERSEDED SURVEY CONTROL
 AN1835
 AN1835  NGVD 29 (??/??/92)   22.357  (m)           73.35   (f) ADJ UNCH    1 1
 AN1835
 AN1835.Superseded values are not recommended for survey control.
 AN1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1835.See file dsdata.txt to determine how the superseded data were derived.
 AN1835
 AN1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS859510(NAD 83)
 AN1835_MARKER: DB = BENCH MARK DISK
 AN1835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1835_SP_SET: HEADWALL
 AN1835_STAMPING: N 1274 1978
 AN1835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1835
 AN1835  HISTORY     - Date     Condition        Report By
 AN1835  HISTORY     - 1978     MONUMENTED       NGS
 AN1835  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1835  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1835
 AN1835                          STATION DESCRIPTION
 AN1835
 AN1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1835'17.3 MI NE FROM REFUGIO.
 AN1835'17.3 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1835'REFUGIO, SET IN THE TOP AND 0.5 FT SOUTHWEST OF THE NORTHEAST END
 AN1835'OF THE NORTHWEST HEADWALL OF A MULTI-BOX CULVERT, 20 FT NORTHWEST
 AN1835'OF THE CENTER LINE OF THE HIGHWAY.
 AN1835
 AN1835                          STATION RECOVERY (1994)
 AN1835
 AN1835'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1835'MARK NOT FOUND.
 AN1835
 AN1835                          STATION RECOVERY (1999)
 AN1835
 AN1835'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2434 ***********************************************************************
 AN2434  DESIGNATION -  N 1274 RESET
 AN2434  PID         -  AN2434
 AN2434  STATE/COUNTY-  TX/REFUGIO
 AN2434  USGS QUAD   -  LAKE PASTURE (1979)
 AN2434
 AN2434                         *CURRENT SURVEY CONTROL
 AN2434  ___________________________________________________________________
 AN2434* NAD 83(1986)-  28 28 21.     (N)    097 06 01.     (W)     SCALED    
 AN2434* NAVD 88     -        22.25   (meters)      73.0    (feet)  RESET     
 AN2434  ___________________________________________________________________
 AN2434  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN2434
 AN2434  VERT ORDER  -  THIRD
 AN2434
 AN2434.The horizontal coordinates were scaled from a topographic map and have
 AN2434.an estimated accuracy of +/- 6 seconds.
 AN2434
 AN2434.The orthometric height was computed from unverified reset data.
 AN2434
 AN2434.The geoid height was determined by GEOID03.
 AN2434
 AN2434;                    North         East    Units  Estimated Accuracy
 AN2434;SPC TXSC     - 4,072,350.      786,030.      MT  (+/- 180 meters Scaled)
 AN2434
 AN2434                          SUPERSEDED SURVEY CONTROL
 AN2434
 AN2434  NGVD 29 (01/29/03)   22.39   (m)           73.5    (f) RESET       3  
 AN2434
 AN2434.Superseded values are not recommended for survey control.
 AN2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2434.See file dsdata.txt to determine how the superseded data were derived.
 AN2434
 AN2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS859510(NAD 83)
 AN2434_MARKER: DV = VERTICAL CONTROL DISK
 AN2434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2434_SP_SET: HEADWALL
 AN2434_STAMPING: N 1274 RESET 1985
 AN2434_MARK LOGO: NGS   
 AN2434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2434+STABILITY: SURFACE MOTION
 AN2434
 AN2434  HISTORY     - Date     Condition        Report By
 AN2434  HISTORY     - 1985     MONUMENTED       TXHD
 AN2434  HISTORY     - 19940716 GOOD             USPSQD
 AN2434  HISTORY     - 19990726 GOOD             USPSQD
 AN2434
 AN2434                          STATION DESCRIPTION
 AN2434
 AN2434'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1985
 AN2434'17.3 MILES (27.8 KM) NORTHEAST ALONG US HIGHWAY 77 FROM THE COURTHOUSE
 AN2434'AT REFUGIO, IN THE TOP AND 1 FOOT (0.3 M) SOUTHWEST OF THE NORTHWEST
 AN2434'CORNER OF THE LEFT HEADWALL OF A MULTI-BOX CULVERT, 25.5 FEET
 AN2434'(7.8 M) NORTHWEST OF SOUTHBOUND LANE STATION 1676+10, 1 FOOT (0.3 M)
 AN2434'BELOW HIGHWAY.
 AN2434
 AN2434                          STATION RECOVERY (1994)
 AN2434
 AN2434'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2434'RECOVERED IN GOOD CONDITION.
 AN2434
 AN2434                          STATION RECOVERY (1999)
 AN2434
 AN2434'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1938 ***********************************************************************
 AW1938  DESIGNATION -  N 1276
 AW1938  PID         -  AW1938
 AW1938  STATE/COUNTY-  TX/HARRIS
 AW1938  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1938
 AW1938                         *CURRENT SURVEY CONTROL
 AW1938  ___________________________________________________________________
 AW1938* NAD 83(1986)-  29 35 22.     (N)    095 09 57.     (W)     SCALED    
 AW1938* NAVD 88     -         7.771  (meters)      25.50   (feet)  ADJUSTED  
 AW1938  ___________________________________________________________________
 AW1938  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW1938  DYNAMIC HT  -           7.761 (meters)      25.46  (feet)  COMP
 AW1938  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 AW1938
 AW1938  VERT ORDER  -  FIRST     CLASS II
 AW1938
 AW1938.The horizontal coordinates were scaled from a topographic map and have
 AW1938.an estimated accuracy of +/- 6 seconds.
 AW1938
 AW1938.The orthometric height was determined by differential leveling
 AW1938.and adjusted by the National Geodetic Survey in June 1991..
 AW1938
 AW1938.The geoid height was determined by GEOID03.
 AW1938
 AW1938.The dynamic height is computed by dividing the NAVD 88
 AW1938.geopotential number by the normal gravity value computed on the
 AW1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1938.degrees latitude (g = 980.6199 gals.).
 AW1938
 AW1938.The modeled gravity was interpolated from observed gravity values.
 AW1938
 AW1938;                    North         East    Units  Estimated Accuracy
 AW1938;SPC TXSC     - 4,200,710.      971,340.      MT  (+/- 180 meters Scaled)
 AW1938
 AW1938                          SUPERSEDED SURVEY CONTROL
 AW1938
 AW1938  NGVD 29 (12/23/87)    7.768  (m)           25.49   (f) ADJUSTED    1 2
 AW1938
 AW1938.Superseded values are not recommended for survey control.
 AW1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1938.See file dsdata.txt to determine how the superseded data were derived.
 AW1938
 AW1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN902752(NAD 83)
 AW1938_MARKER: I = METAL ROD
 AW1938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1938_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1938_STAMPING: N 1276 1978
 AW1938_MARK LOGO: NGS   
 AW1938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1938+STABILITY: POSITION/ELEVATION WELL
 AW1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1938+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW1938
 AW1938  HISTORY     - Date     Condition        Report By
 AW1938  HISTORY     - 1978     MONUMENTED       NGS
 AW1938  HISTORY     - 1981     GOOD             NGS
 AW1938  HISTORY     - 1985     GOOD             USPSQD
 AW1938  HISTORY     - 1986     GOOD             NGS
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 1987     GOOD             USPSQD
 AW1938  HISTORY     - 19870405 GOOD             USPSQD
 AW1938  HISTORY     - 19870412 GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1988     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1989     GOOD             USPSQD
 AW1938  HISTORY     - 1990     GOOD             USPSQD
 AW1938  HISTORY     - 1990     GOOD             USPSQD
 AW1938  HISTORY     - 19940219 GOOD             USPSQD
 AW1938  HISTORY     - 20000124 GOOD             USPSQD
 AW1938  HISTORY     - 20010331 GOOD             NGS
 AW1938  HISTORY     - 20050828 GOOD             USPSQD
 AW1938
 AW1938                          STATION DESCRIPTION
 AW1938
 AW1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1938'4.5 MI NW FROM WEBSTER.
 AW1938'ABOUT 4.5 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1938'NASA 1 HIGHWAY IN WEBSTER, 150 FEET SOUTH-SOUTHWEST OF A RAILROAD
 AW1938'SIDING LEADING EAST TO A TANK FARM, 83 FEET NORTHWEST OF THE CENTER-
 AW1938'LINE OF THE HIGHWAY, 58 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND CABLE
 AW1938'POST, NUMBER 931, 55.5 FEET NORTH OF A TELEPHONE POLE, AND 9 FEET
 AW1938'SOUTHWEST OF THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND HENDER-
 AW1938'SON RAILROAD.  THE SLEEVE IS 30 FEET DEEP, -2 INCHES BELOW THE
 AW1938'GROUND.
 AW1938
 AW1938                          STATION RECOVERY (1981)
 AW1938
 AW1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1985)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1986)
 AW1938
 AW1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1987)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1988)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1989)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1990)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1990)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (1994)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (2000)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1938'RECOVERED IN GOOD CONDITION.
 AW1938
 AW1938                          STATION RECOVERY (2001)
 AW1938
 AW1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1938'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1938
 AW1938                          STATION RECOVERY (2005)
 AW1938
 AW1938'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1938'FOUND THE MARK AS DESCRIBED. PAINTED WHITE SPOT ON THE RAILROAD TRACK
 AW1938'TO MAKE IT EASY TO FIND NEXT YEAR. THIS MARK IS 4 INCHES BELOW THE
 AW1938'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2022 ***********************************************************************
 AW2022  DESIGNATION -  N 1277
 AW2022  PID         -  AW2022
 AW2022  STATE/COUNTY-  TX/BRAZORIA
 AW2022  USGS QUAD   -  MANVEL (1974)
 AW2022
 AW2022                         *CURRENT SURVEY CONTROL
 AW2022  ___________________________________________________________________
 AW2022* NAD 83(1986)-  29 27 12.     (N)    095 19 35.     (W)     SCALED    
 AW2022* NAVD 88     -        14.400  (meters)      47.24   (feet)  ADJUSTED  
 AW2022  ___________________________________________________________________
 AW2022  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW2022  DYNAMIC HT  -          14.380 (meters)      47.18  (feet)  COMP
 AW2022  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AW2022
 AW2022  VERT ORDER  -  FIRST     CLASS II
 AW2022
 AW2022.The horizontal coordinates were scaled from a topographic map and have
 AW2022.an estimated accuracy of +/- 6 seconds.
 AW2022
 AW2022.The orthometric height was determined by differential leveling
 AW2022.and adjusted by the National Geodetic Survey in June 1991..
 AW2022
 AW2022.The geoid height was determined by GEOID03.
 AW2022
 AW2022.The dynamic height is computed by dividing the NAVD 88
 AW2022.geopotential number by the normal gravity value computed on the
 AW2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2022.degrees latitude (g = 980.6199 gals.).
 AW2022
 AW2022.The modeled gravity was interpolated from observed gravity values.
 AW2022
 AW2022;                    North         East    Units  Estimated Accuracy
 AW2022;SPC TXSC     - 4,185,140.      956,270.      MT  (+/- 180 meters Scaled)
 AW2022
 AW2022                          SUPERSEDED SURVEY CONTROL
 AW2022
 AW2022  NGVD 29 (12/23/87)   14.396  (m)           47.23   (f) ADJUSTED    1 2
 AW2022
 AW2022.Superseded values are not recommended for survey control.
 AW2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2022.See file dsdata.txt to determine how the superseded data were derived.
 AW2022
 AW2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN743604(NAD 83)
 AW2022_MARKER: DB = BENCH MARK DISK
 AW2022_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2022_SP_SET: STAINLESS STEEL ROD
 AW2022_STAMPING: N 1277 1978
 AW2022_MARK LOGO: NGS   
 AW2022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2022
 AW2022  HISTORY     - Date     Condition        Report By
 AW2022  HISTORY     - 1978     MONUMENTED       NGS
 AW2022  HISTORY     - 1987     GOOD             USPSQD
 AW2022  HISTORY     - 1987     GOOD             NGS
 AW2022  HISTORY     - 19900804 GOOD             USPSQD
 AW2022  HISTORY     - 19960928 GOOD             USPSQD
 AW2022
 AW2022                          STATION DESCRIPTION
 AW2022
 AW2022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2022'2.0 MI EAST FROM MANVEL.
 AW2022'ABOUT 2.0 MILES EAST ALONG THE ATCHINSON, TOPEKA AND SANTA FE
 AW2022'RAILROAD FROM THE MASTERS STREET CROSSING IN MANVEL, 78 FEET SOUTHWEST
 AW2022'AND ACROSS THE TRACKS FROM MILE POST 34, 33.5 FEET NORTH OF THE
 AW2022'CENTERLINE OF A PAVED ROAD (OLD MANVEL ROAD), 44 FEET SOUTH OF THE
 AW2022'SOUTH RAIL OF THE MAIN TRACK, AND 1.5 FEET EAST OF A TELEPHONE POLE.
 AW2022
 AW2022                          STATION RECOVERY (1987)
 AW2022
 AW2022'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2022'RECOVERED IN GOOD CONDITION.
 AW2022
 AW2022                          STATION RECOVERY (1987)
 AW2022
 AW2022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2022'RECOVERED IN GOOD CONDITION.
 AW2022
 AW2022                          STATION RECOVERY (1990)
 AW2022
 AW2022'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2022'RECOVERED IN GOOD CONDITION.
 AW2022
 AW2022                          STATION RECOVERY (1996)
 AW2022
 AW2022'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1986 ***********************************************************************
 AW1986  DESIGNATION -  N 1278
 AW1986  PID         -  AW1986
 AW1986  STATE/COUNTY-  TX/HARRIS
 AW1986  USGS QUAD   -  PARK PLACE (1995)
 AW1986
 AW1986                         *CURRENT SURVEY CONTROL
 AW1986  ___________________________________________________________________
 AW1986* NAD 83(1986)-  29 42 17.     (N)    095 15 59.     (W)     SCALED    
 AW1986* NAVD 88     -         8.574  (meters)      28.13   (feet)  ADJUSTED  
 AW1986  ___________________________________________________________________
 AW1986  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1986  DYNAMIC HT  -           8.562 (meters)      28.09  (feet)  COMP
 AW1986  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 AW1986
 AW1986  VERT ORDER  -  FIRST     CLASS II
 AW1986
 AW1986.The horizontal coordinates were scaled from a topographic map and have
 AW1986.an estimated accuracy of +/- 6 seconds.
 AW1986
 AW1986.The orthometric height was determined by differential leveling
 AW1986.and adjusted by the National Geodetic Survey in June 1991..
 AW1986
 AW1986.The geoid height was determined by GEOID03.
 AW1986
 AW1986.The dynamic height is computed by dividing the NAVD 88
 AW1986.geopotential number by the normal gravity value computed on the
 AW1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1986.degrees latitude (g = 980.6199 gals.).
 AW1986
 AW1986.The modeled gravity was interpolated from observed gravity values.
 AW1986
 AW1986;                    North         East    Units  Estimated Accuracy
 AW1986;SPC TXSC     - 4,213,170.      961,200.      MT  (+/- 180 meters Scaled)
 AW1986
 AW1986                          SUPERSEDED SURVEY CONTROL
 AW1986
 AW1986  NGVD 29 (12/23/87)    8.571  (m)           28.12   (f) ADJUSTED    1 2
 AW1986
 AW1986.Superseded values are not recommended for survey control.
 AW1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1986.See file dsdata.txt to determine how the superseded data were derived.
 AW1986
 AW1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN807882(NAD 83)
 AW1986_MARKER: DB = BENCH MARK DISK
 AW1986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1986_SP_SET: STAINLESS STEEL ROD
 AW1986_STAMPING: N 1278 1978
 AW1986_MARK LOGO: NGS   
 AW1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1986
 AW1986  HISTORY     - Date     Condition        Report By
 AW1986  HISTORY     - 1978     MONUMENTED       NGS
 AW1986  HISTORY     - 1986     GOOD             NGS
 AW1986  HISTORY     - 1987     GOOD             USPSQD
 AW1986  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW1986  HISTORY     - 20031012 MARK NOT FOUND   USPSQD
 AW1986
 AW1986                          STATION DESCRIPTION
 AW1986
 AW1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1986'3.0 MI WEST FROM PASADENA.
 AW1986'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 225 FROM THE RICHEY STREET
 AW1986'OVERPASS IN PASADENA, AND THENCE 0.3 MILE SOUTHWEST ALONG CENTRAL
 AW1986'STREET.  ALSO, 0.3 MILE NORTHEAST ALONG CENTRAL STREET FROM ITS
 AW1986'JUNCTION WITH GALVESTON ROAD.  201 FEET NORTHEAST OF A POWER POLE
 AW1986'WITH 3 TRANSFORMERS, 177 FEET NORTH OF THE EXTENDED CENTERLINE OF
 AW1986'SOUTH DRIVE TO MILEBY PARK, 50 FEET NORTHWEST OF THE CENTERLINE OF
 AW1986'CENTRAL STREET, 36 FEET WEST OF THE SOUTH END OF AN 18 INCH PIPE
 AW1986'CULVERT, AND 3 FEET SOUTHWEST OF A POWER POLE.
 AW1986
 AW1986                          STATION RECOVERY (1986)
 AW1986
 AW1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1986'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1986'EXCEPT THE 18-INCH PIPE CULVERT MENTIONED THEREIN NO LONGER EXIST,
 AW1986'ADD-- ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW1986'THE MARK IS 0.24 METERS  SE FROM  A WITNESS POST
 AW1986
 AW1986                          STATION RECOVERY (1987)
 AW1986
 AW1986'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1986'RECOVERED IN GOOD CONDITION.
 AW1986
 AW1986                          STATION RECOVERY (1995)
 AW1986
 AW1986'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1986'MARK NOT FOUND.
 AW1986
 AW1986                          STATION RECOVERY (2003)
 AW1986
 AW1986'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2268 ***********************************************************************
 AW2268  DESIGNATION -  N 1279
 AW2268  PID         -  AW2268
 AW2268  STATE/COUNTY-  TX/HARRIS
 AW2268  USGS QUAD   -  ALIEF (1995)
 AW2268
 AW2268                         *CURRENT SURVEY CONTROL
 AW2268  ___________________________________________________________________
 AW2268* NAD 83(1986)-  29 43 08.     (N)    095 32 40.     (W)     SCALED    
 AW2268* NAVD 88     -        22.017  (meters)      72.23   (feet)  ADJUSTED  
 AW2268  ___________________________________________________________________
 AW2268  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2268  DYNAMIC HT  -          21.987 (meters)      72.14  (feet)  COMP
 AW2268  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 AW2268
 AW2268  VERT ORDER  -  FIRST     CLASS II
 AW2268
 AW2268.The horizontal coordinates were scaled from a topographic map and have
 AW2268.an estimated accuracy of +/- 6 seconds.
 AW2268
 AW2268.The orthometric height was determined by differential leveling
 AW2268.and adjusted by the National Geodetic Survey in June 1991..
 AW2268
 AW2268.The geoid height was determined by GEOID03.
 AW2268
 AW2268.The dynamic height is computed by dividing the NAVD 88
 AW2268.geopotential number by the normal gravity value computed on the
 AW2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2268.degrees latitude (g = 980.6199 gals.).
 AW2268
 AW2268.The modeled gravity was interpolated from observed gravity values.
 AW2268
 AW2268;                    North         East    Units  Estimated Accuracy
 AW2268;SPC TXSC     - 4,213,910.      934,260.      MT  (+/- 180 meters Scaled)
 AW2268
 AW2268                          SUPERSEDED SURVEY CONTROL
 AW2268
 AW2268  NGVD 29 (12/23/87)   22.011  (m)           72.21   (f) ADJUSTED    1 2
 AW2268
 AW2268.Superseded values are not recommended for survey control.
 AW2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2268.See file dsdata.txt to determine how the superseded data were derived.
 AW2268
 AW2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN538903(NAD 83)
 AW2268_MARKER: DB = BENCH MARK DISK
 AW2268_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2268_SP_SET: STAINLESS STEEL ROD
 AW2268_STAMPING: N 1279 1978
 AW2268_MARK LOGO: NGS   
 AW2268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2268
 AW2268  HISTORY     - Date     Condition        Report By
 AW2268  HISTORY     - 1978     MONUMENTED       NGS
 AW2268  HISTORY     - 1983     GOOD             NGS
 AW2268  HISTORY     - 1986     GOOD             NGS
 AW2268  HISTORY     - 1987     GOOD             USPSQD
 AW2268  HISTORY     - 1990     GOOD             USPSQD
 AW2268  HISTORY     - 19931123 GOOD             USPSQD
 AW2268  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2268
 AW2268                          STATION DESCRIPTION
 AW2268
 AW2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2268'1.2 MI WEST FROM JEANETTA.
 AW2268'ABOUT 1.2 MILES WEST ALONG WEST PARK DRIVE AND THE SOUTHERN PACIFIC
 AW2268'RAILROAD FROM THE JUNCTION OF JEANETTA DRIVE IN JEANETTA.  SET AT THE
 AW2268'END OF VELURE STREET LEADING NORTH.  198 FEET WEST-SOUTHWEST OF MILE
 AW2268'POST 12, 105 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FLO-VALVE
 AW2268'COMPANY BUILDING 10190 HARDWIN DRIVE, 27.5 FEET EAST OF THE EXTENDED
 AW2268'CENTERLINE OF VELURE STREET, 46 FEET SOUTH OF THE SOUTH RAIL, OF THE
 AW2268'MAIN TRACK OF THE SOUTHERN PACIFIC RAILROAD, AND 2 FEET NORTH OF THE
 AW2268'POWER POLE WITH THREE TRANSFORMERS.
 AW2268
 AW2268                          STATION RECOVERY (1983)
 AW2268
 AW2268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2268'RECOVERED IN GOOD CONDITION.
 AW2268
 AW2268                          STATION RECOVERY (1986)
 AW2268
 AW2268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2268'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2268'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW2268
 AW2268                          STATION RECOVERY (1987)
 AW2268
 AW2268'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2268'RECOVERED IN GOOD CONDITION.
 AW2268
 AW2268                          STATION RECOVERY (1990)
 AW2268
 AW2268'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2268'RECOVERED IN GOOD CONDITION.
 AW2268
 AW2268                          STATION RECOVERY (1993)
 AW2268
 AW2268'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2268'RECOVERED IN GOOD CONDITION.
 AW2268
 AW2268                          STATION RECOVERY (2004)
 AW2268
 AW2268'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0529 ***********************************************************************
 AJ0529  DESIGNATION -  N 128
 AJ0529  PID         -  AJ0529
 AJ0529  STATE/COUNTY-  TX/JIM HOGG
 AJ0529  USGS QUAD   -  MC CAMPBELL RANCH (1972)
 AJ0529
 AJ0529                         *CURRENT SURVEY CONTROL
 AJ0529  ___________________________________________________________________
 AJ0529* NAD 83(1986)-  27 13 13.     (N)    098 37 49.     (W)     SCALED    
 AJ0529* NAVD 88     -       153.421  (meters)     503.35   (feet)  ADJUSTED  
 AJ0529  ___________________________________________________________________
 AJ0529  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AJ0529  DYNAMIC HT  -         153.175 (meters)     502.54  (feet)  COMP
 AJ0529  MODELED GRAV-     979,045.7   (mgal)                       NAVD 88
 AJ0529
 AJ0529  VERT ORDER  -  SECOND    CLASS 0
 AJ0529
 AJ0529.The horizontal coordinates were scaled from a topographic map and have
 AJ0529.an estimated accuracy of +/- 6 seconds.
 AJ0529
 AJ0529.The orthometric height was determined by differential leveling
 AJ0529.and adjusted by the National Geodetic Survey in June 1991..
 AJ0529
 AJ0529.The geoid height was determined by GEOID03.
 AJ0529
 AJ0529.The dynamic height is computed by dividing the NAVD 88
 AJ0529.geopotential number by the normal gravity value computed on the
 AJ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0529.degrees latitude (g = 980.6199 gals.).
 AJ0529
 AJ0529.The modeled gravity was interpolated from observed gravity values.
 AJ0529
 AJ0529;                    North         East    Units  Estimated Accuracy
 AJ0529;SPC TX S     - 5,172,130.      287,100.      MT  (+/- 180 meters Scaled)
 AJ0529
 AJ0529                          SUPERSEDED SURVEY CONTROL
 AJ0529
 AJ0529  NGVD 29 (??/??/92)  153.456  (m)          503.46   (f) ADJ UNCH    2 0
 AJ0529
 AJ0529.Superseded values are not recommended for survey control.
 AJ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0529.See file dsdata.txt to determine how the superseded data were derived.
 AJ0529
 AJ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR366108(NAD 83)
 AJ0529_MARKER: DB = BENCH MARK DISK
 AJ0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0529_STAMPING: N 128 1933
 AJ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0529+STABILITY: SURFACE MOTION
 AJ0529
 AJ0529  HISTORY     - Date     Condition        Report By
 AJ0529  HISTORY     - 1933     MONUMENTED       CGS
 AJ0529  HISTORY     - 1942     GOOD             NGS
 AJ0529
 AJ0529                          STATION DESCRIPTION
 AJ0529
 AJ0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0529'7.7 MI SE FROM HEBBRONVILLE.
 AJ0529'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0529'PROCEED 7.7 MILES SOUTHEASTERLY ALONG THE ROAD TOWARDS ALTAVISTA TO
 AJ0529'THE SITE OF THE BENCH MARK.  BENCH MARK IS 48.0 FEET SOUTHWEST OF A
 AJ0529'CATTLE GUARD ACROSS THE ROAD, 27.0 FEET WEST OF AND ABOUT 2.0 FEET
 AJ0529'ABOVE THE CENTERLINE OF THE ROAD.  IT IS 2.5 FEET NORTH OF A 4X4-INCH
 AJ0529'WOODEN MARKER POST AND 1.0 FOOT EAST OF RIGHT-OF-WAY FENCE.  A STD.
 AJ0529'DISK SET IN CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1857 ***********************************************************************
 BL1857  DESIGNATION -  N 1281
 BL1857  PID         -  BL1857
 BL1857  STATE/COUNTY-  TX/WALLER
 BL1857  USGS QUAD   -  WALLER NW (1980)
 BL1857
 BL1857                         *CURRENT SURVEY CONTROL
 BL1857  ___________________________________________________________________
 BL1857* NAD 83(1986)-  30 08 43.     (N)    095 53 23.     (W)     SCALED    
 BL1857* NAVD 88     -        85.49   (+/-2cm)     280.5    (feet)  VERTCON   
 BL1857  ___________________________________________________________________
 BL1857  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1857
 BL1857  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1857
 BL1857.The horizontal coordinates were scaled from a topographic map and have
 BL1857.an estimated accuracy of +/- 6 seconds.
 BL1857
 BL1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1857.The vertical order pertains to the NGVD 29 superseded value.
 BL1857
 BL1857.The geoid height was determined by GEOID03.
 BL1857
 BL1857;                    North         East    Units  Estimated Accuracy
 BL1857;SPC TXSC     - 4,260,220.      899,620.      MT  (+/- 180 meters Scaled)
 BL1857
 BL1857                          SUPERSEDED SURVEY CONTROL
 BL1857
 BL1857  NGVD 29 (04/06/79)   85.479  (m)          280.44   (f) ADJUSTED    1 2
 BL1857
 BL1857.Superseded values are not recommended for survey control.
 BL1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1857.See file dsdata.txt to determine how the superseded data were derived.
 BL1857
 BL1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP216384(NAD 83)
 BL1857_MARKER: DB = BENCH MARK DISK
 BL1857_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1857_SP_SET: STAINLESS STEEL ROD
 BL1857_STAMPING: N 1281 1978
 BL1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1857+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 BL1857
 BL1857  HISTORY     - Date     Condition        Report By
 BL1857  HISTORY     - 1978     MONUMENTED       NGS
 BL1857  HISTORY     - 1987     GOOD             USPSQD
 BL1857  HISTORY     - 19990718 GOOD             USPSQD
 BL1857  HISTORY     - 20050825 GOOD             GEOCAC
 BL1857
 BL1857                          STATION DESCRIPTION
 BL1857
 BL1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1857'9.8 MI NE FROM WALLER.
 BL1857'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 BL1857'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER, THENCE 0.05 MILE
 BL1857'NORTH ALONG A PAVED ROAD, THENCE 0.05 MILE EAST ALONG MILLS ROAD,
 BL1857'THENCE ABOUT 5.1 MILES NORTH ALONG FIELDS STORE ROAD, THENCE 0.4 MILE
 BL1857'EAST ALONG MAYER ROAD, THENCE 2.0 MILES NORTH ALONG FIELDS STORE
 BL1857'ROAD, THENCE 1.1 MILES EAST ALONG JOSEPH ROAD, AND THENCE 0.75 MILE
 BL1857'SOUTHEAST ALONG HEGAR ROAD.  AT THE SOUTHEAST CORNER OF A CHAIN LINK
 BL1857'FENCE FOR A 150X150 FEET FENCED AREA, 219 FEET SOUTH OF THE CENTERLINE
 BL1857'OF THE SOUTHERLY DRIVEWAY TO SHARALYN FARMS OWNED BY O.O. PETERSON,
 BL1857'25 FEET SOUTHWEST OF THE CENTER OF THE ROAD AT THE NORTHERN END OF
 BL1857'THE CURVE IN THE ROAD, 15.5 FEET NORTH OF THE CENTER OF A PRIVATE
 BL1857'DRIVE WITH A METAL GATE LEADING WEST, 1.5 FEET NORTH OF THE SOUTHEAST
 BL1857'CORNER OF THE CHAIN LINK FENCE, AND 1.2 FEET EAST OF THE CHAIN LINK
 BL1857'FENCE.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS TO BE
 BL1857'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1857
 BL1857                          STATION RECOVERY (1987)
 BL1857
 BL1857'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1857'RECOVERED IN GOOD CONDITION.
 BL1857
 BL1857                          STATION RECOVERY (1999)
 BL1857
 BL1857'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1857'RECOVERED IN GOOD CONDITION.
 BL1857
 BL1857                          STATION RECOVERY (2005)
 BL1857
 BL1857'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1857'LAT/LON BY HANDHELD GPS(NAD83) N30 08 42.8 W095 53 23.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1832 ***********************************************************************
 BL1832  DESIGNATION -  N 1282
 BL1832  PID         -  BL1832
 BL1832  STATE/COUNTY-  TX/HARRIS
 BL1832  USGS QUAD   -  TOMBALL (1979)
 BL1832
 BL1832                         *CURRENT SURVEY CONTROL
 BL1832  ___________________________________________________________________
 BL1832* NAD 83(1986)-  30 01 05.     (N)    095 34 06.     (W)     SCALED    
 BL1832* NAVD 88     -        42.225  (meters)     138.53   (feet)  ADJUSTED  
 BL1832  ___________________________________________________________________
 BL1832  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1832  DYNAMIC HT  -          42.168 (meters)     138.35  (feet)  COMP
 BL1832  MODELED GRAV-     979,292.6   (mgal)                       NAVD 88
 BL1832
 BL1832  VERT ORDER  -  FIRST     CLASS II
 BL1832
 BL1832.The horizontal coordinates were scaled from a topographic map and have
 BL1832.an estimated accuracy of +/- 6 seconds.
 BL1832
 BL1832.The orthometric height was determined by differential leveling
 BL1832.and adjusted by the National Geodetic Survey in June 1991..
 BL1832
 BL1832.The geoid height was determined by GEOID03.
 BL1832
 BL1832.The dynamic height is computed by dividing the NAVD 88
 BL1832.geopotential number by the normal gravity value computed on the
 BL1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1832.degrees latitude (g = 980.6199 gals.).
 BL1832
 BL1832.The modeled gravity was interpolated from observed gravity values.
 BL1832
 BL1832;                    North         East    Units  Estimated Accuracy
 BL1832;SPC TXSC     - 4,246,990.      930,980.      MT  (+/- 180 meters Scaled)
 BL1832
 BL1832                          SUPERSEDED SURVEY CONTROL
 BL1832
 BL1832  NGVD 29 (12/23/87)   42.219  (m)          138.51   (f) ADJUSTED    1 2
 BL1832
 BL1832.Superseded values are not recommended for survey control.
 BL1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1832.See file dsdata.txt to determine how the superseded data were derived.
 BL1832
 BL1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP522235(NAD 83)
 BL1832_MARKER: DB = BENCH MARK DISK
 BL1832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1832_SP_SET: STAINLESS STEEL ROD
 BL1832_STAMPING: N 1282 1978
 BL1832_MARK LOGO: NGS   
 BL1832_PROJECTION: PROJECTING 10 CENTIMETERS
 BL1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1832_ROD/PIPE-DEPTH: 6.1  meters
 BL1832
 BL1832  HISTORY     - Date     Condition        Report By
 BL1832  HISTORY     - 1978     MONUMENTED       NGS
 BL1832  HISTORY     - 1986     GOOD             NGS
 BL1832  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 BL1832
 BL1832                          STATION DESCRIPTION
 BL1832
 BL1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1832'6.1 MI SE FROM TOMBALL.
 BL1832'6.1 MILES SOUTHEAST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM
 BL1832'THE RAILROAD STATION IN TOMBALL, AT THE INTERSECTION OF LOUETTA ROAD
 BL1832'AND JAN GLEN LANES, 46 FEET NORTHWEST OF THE EXTENDED CENTERLINE OF
 BL1832'JAN GLEN LANES, 42.4 FEET NORTHEAST OF THE CENTERLINE OF LOUETTA ROAD,
 BL1832'35 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.2 FEET SOUTHEAST OF A
 BL1832'TELEPHONE POLE.  DISK IS SET LEVEL TO THE GROUND, ACCESS TO WHICH IS
 BL1832'TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1832
 BL1832                          STATION RECOVERY (1986)
 BL1832
 BL1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1832'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.8 KM (6.1
 BL1832'MI) SOUTHEAST ALONG THE BURLINGTON ROCK ISLAND RAILROAD FROM THE
 BL1832'STATION IN TOMBALL, 14.1 M (46.3 FT) NORTHWEST OF THE EXTENDED CENTER
 BL1832'OF JAN GLEN LANES, 13.0 M (42.7 FT) NORTHEAST OF THE CENTERLINE OF
 BL1832'MEMORIAL CHASE ROAD, 10.7 M (35.1 FT) SOUTHWEST OF THE NEAR RAIL, AND
 BL1832'4.2 M (13.8 FT) NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO THE DISK
 BL1832'IS THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BL1832'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 BL1832'THE MARK IS 0.3 M ABOVE THE ROAD.
 BL1832
 BL1832                          STATION RECOVERY (2004)
 BL1832
 BL1832'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2382 ***********************************************************************
 BY2382  DESIGNATION -  N 1283
 BY2382  PID         -  BY2382
 BY2382  STATE/COUNTY-  TX/SHELBY
 BY2382  USGS QUAD   -  CENTER (1984)
 BY2382
 BY2382                         *CURRENT SURVEY CONTROL
 BY2382  ___________________________________________________________________
 BY2382* NAD 83(1986)-  31 51 44.     (N)    094 12 27.     (W)     SCALED    
 BY2382* NAVD 88     -        79.376  (meters)     260.42   (feet)  ADJUSTED  
 BY2382  ___________________________________________________________________
 BY2382  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BY2382  DYNAMIC HT  -          79.282 (meters)     260.11  (feet)  COMP
 BY2382  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 BY2382
 BY2382  VERT ORDER  -  FIRST     CLASS II
 BY2382
 BY2382.The horizontal coordinates were scaled from a topographic map and have
 BY2382.an estimated accuracy of +/- 6 seconds.
 BY2382
 BY2382.The orthometric height was determined by differential leveling
 BY2382.and adjusted by the National Geodetic Survey in June 1991..
 BY2382
 BY2382.The geoid height was determined by GEOID03.
 BY2382
 BY2382.The dynamic height is computed by dividing the NAVD 88
 BY2382.geopotential number by the normal gravity value computed on the
 BY2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2382.degrees latitude (g = 980.6199 gals.).
 BY2382
 BY2382.The modeled gravity was interpolated from observed gravity values.
 BY2382
 BY2382;                    North         East    Units  Estimated Accuracy
 BY2382;SPC TX C     - 3,259,360.    1,279,420.      MT  (+/- 180 meters Scaled)
 BY2382
 BY2382                          SUPERSEDED SURVEY CONTROL
 BY2382
 BY2382  NGVD 29 (??/??/??)   79.418  (m)          260.56   (f) ADJUSTED    1 2
 BY2382
 BY2382.Superseded values are not recommended for survey control.
 BY2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2382.See file dsdata.txt to determine how the superseded data were derived.
 BY2382
 BY2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR857258(NAD 83)
 BY2382_MARKER: DB = BENCH MARK DISK
 BY2382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2382_SP_SET: STAINLESS STEEL ROD
 BY2382_STAMPING: N 1283 1979
 BY2382_PROJECTION: FLUSH
 BY2382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2382_ROD/PIPE-DEPTH: 3.35 meters
 BY2382
 BY2382  HISTORY     - Date     Condition        Report By
 BY2382  HISTORY     - 1979     MONUMENTED       NGS
 BY2382
 BY2382                          STATION DESCRIPTION
 BY2382
 BY2382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2382'3.6 MI NW FROM CENTER.
 BY2382'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF
 BY2382'STATE HIGHWAY 87 IN CENTER, AT THE WEST EDGE OF A ROW OF PINE TREES,
 BY2382'47.3 FT. EAST OF THE CENTERLINE OF HIGHWAY 69 NORTHBOUND,
 BY2382'18.3 FT. SOUTHEAST OF A WOODEN FENCE LADDER, 33.8 FT. NORTHWEST OF
 BY2382'A 2-INCH PINE TREE, 1.0 FT. WEST OF A FENCE LINE.  DISK IS 2 INCHES
 BY2382'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BY2382'PLUG.
 BY2382'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 BY2382'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1987 ***********************************************************************
 BK1987  DESIGNATION -  N 1284
 BK1987  PID         -  BK1987
 BK1987  STATE/COUNTY-  TX/ORANGE
 BK1987  USGS QUAD   -  ORANGEFIELD (1974)
 BK1987
 BK1987                         *CURRENT SURVEY CONTROL
 BK1987  ___________________________________________________________________
 BK1987* NAD 83(1986)-  30 05 39.     (N)    093 47 23.     (W)     SCALED    
 BK1987* NAVD 88     -         4.217  (meters)      13.84   (feet)  ADJUSTED  
 BK1987  ___________________________________________________________________
 BK1987  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK1987  DYNAMIC HT  -           4.211 (meters)      13.82  (feet)  COMP
 BK1987  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 BK1987  OBS GRAVITY -     979,310.0   (mgal)                       GRAV_OBS
 BK1987
 BK1987  VERT ORDER  -  FIRST     CLASS II
 BK1987
 BK1987.The horizontal coordinates were scaled from a topographic map and have
 BK1987.an estimated accuracy of +/- 6 seconds.
 BK1987
 BK1987.The orthometric height was determined by differential leveling
 BK1987.and adjusted by the National Geodetic Survey in June 1991..
 BK1987
 BK1987.The geoid height was determined by GEOID03.
 BK1987
 BK1987.The dynamic height is computed by dividing the NAVD 88
 BK1987.geopotential number by the normal gravity value computed on the
 BK1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1987.degrees latitude (g = 980.6199 gals.).
 BK1987
 BK1987.The modeled gravity was interpolated from observed gravity values.
 BK1987.The observed gravity was obtained from relative gravimeter ties
 BK1987.to the IGSN71 gravity network.
 BK1987
 BK1987;                    North         East    Units  Estimated Accuracy
 BK1987;SPC TX C     - 3,065,940.    1,330,410.      MT  (+/- 180 meters Scaled)
 BK1987
 BK1987                          SUPERSEDED SURVEY CONTROL
 BK1987
 BK1987  NGVD 29 (??/??/??)    4.172  (m)           13.69   (f) ADJUSTED    1 2
 BK1987
 BK1987.Superseded values are not recommended for survey control.
 BK1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1987.See file dsdata.txt to determine how the superseded data were derived.
 BK1987
 BK1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP239294(NAD 83)
 BK1987_MARKER: I = METAL ROD
 BK1987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1987_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK1987_STAMPING: N 1284 1979
 BK1987_MARK LOGO: NGS   
 BK1987_PROJECTION: FLUSH
 BK1987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1987+STABILITY: POSITION/ELEVATION WELL
 BK1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1987+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 BK1987_ROD/PIPE-DEPTH: 16.8 meters
 BK1987_SLEEVE-DEPTH  : 11.9 meters
 BK1987
 BK1987  HISTORY     - Date     Condition        Report By
 BK1987  HISTORY     - 1979     MONUMENTED       NGS
 BK1987  HISTORY     - 1986     GOOD             NGS
 BK1987  HISTORY     - 1988     GOOD             USPSQD
 BK1987  HISTORY     - 1989     GOOD             USPSQD
 BK1987  HISTORY     - 19960427 GOOD             USPSQD
 BK1987  HISTORY     - 20050402 GOOD             USPSQD
 BK1987
 BK1987                          STATION DESCRIPTION
 BK1987
 BK1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1987'7200
 BK1987'2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 BK1987'IN ORANGE, THENCE 0.45 MILE NORTHWEST ALONG THE MISSOURI PACIFIC
 BK1987'RAILROAD, AT A TRACK ROAD CROSSING, AT THE SOUTHEAST CORNER OF THE
 BK1987'CHAIN LINK FENCE AROUND THE ORANGE BULK SUBSTATION,
 BK1987'86.0 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 25.0 FT. WEST OF THE
 BK1987'CENTERLINE OF GUN STREAM ROAD, 31.0 FT. SOUTH OF THE EXTENDED CENTER
 BK1987'OF THE MAIN GATE OF THE SUBSTATION, 17.0 FT. NORTH OF THE SOUTHEAST
 BK1987'CORNER OF THE FENCE, 13.0 FT. NORTHWEST OF POWERLINE POLE NUMBER
 BK1987'65-211 WITH TRANSFORMER, 5.0 FT. EAST OF THE FENCE.  DATUM POINT IS
 BK1987'4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO
 BK1987'CAP.
 BK1987'THE MARK IS 5 FT  E FROM A WITNESS POST.
 BK1987'THE MARK IS 2 FT BELOW THE TRACKS.
 BK1987
 BK1987                          STATION RECOVERY (1986)
 BK1987
 BK1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1987'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BK1987'THE MARK IS 1.50 METERS (4.9 FT) FROM WITNESS POST.
 BK1987
 BK1987                          STATION RECOVERY (1988)
 BK1987
 BK1987'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAF)
 BK1987'RECOVERED IN GOOD CONDITION.
 BK1987
 BK1987                          STATION RECOVERY (1989)
 BK1987
 BK1987'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1987'RECOVERED IN GOOD CONDITION.
 BK1987
 BK1987                          STATION RECOVERY (1996)
 BK1987
 BK1987'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1987'RECOVERED IN GOOD CONDITION.
 BK1987
 BK1987                          STATION RECOVERY (2005)
 BK1987
 BK1987'RECOVERY NOTE BY US POWER SQUADRON 2005 (HEW)
 BK1987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1972 ***********************************************************************
 BK1972  DESIGNATION -  N 1285
 BK1972  PID         -  BK1972
 BK1972  STATE/COUNTY-  TX/JASPER
 BK1972  USGS QUAD   -  GIST (1984)
 BK1972
 BK1972                         *CURRENT SURVEY CONTROL
 BK1972  ___________________________________________________________________
 BK1972* NAD 83(1986)-  30 17 37.     (N)    093 54 37.     (W)     SCALED    
 BK1972* NAVD 88     -        11.863  (meters)      38.92   (feet)  ADJUSTED  
 BK1972  ___________________________________________________________________
 BK1972  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BK1972  DYNAMIC HT  -          11.848 (meters)      38.87  (feet)  COMP
 BK1972  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 BK1972
 BK1972  VERT ORDER  -  FIRST     CLASS II
 BK1972
 BK1972.The horizontal coordinates were scaled from a topographic map and have
 BK1972.an estimated accuracy of +/- 6 seconds.
 BK1972
 BK1972.The orthometric height was determined by differential leveling
 BK1972.and adjusted by the National Geodetic Survey in June 1991..
 BK1972
 BK1972.The geoid height was determined by GEOID03.
 BK1972
 BK1972.The dynamic height is computed by dividing the NAVD 88
 BK1972.geopotential number by the normal gravity value computed on the
 BK1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1972.degrees latitude (g = 980.6199 gals.).
 BK1972
 BK1972.The modeled gravity was interpolated from observed gravity values.
 BK1972
 BK1972;                    North         East    Units  Estimated Accuracy
 BK1972;SPC TX C     - 3,087,330.    1,317,540.      MT  (+/- 180 meters Scaled)
 BK1972
 BK1972                          SUPERSEDED SURVEY CONTROL
 BK1972
 BK1972  NGVD 29 (??/??/??)   11.830  (m)           38.81   (f) ADJUSTED    1 2
 BK1972
 BK1972.Superseded values are not recommended for survey control.
 BK1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1972.See file dsdata.txt to determine how the superseded data were derived.
 BK1972
 BK1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP124516(NAD 83)
 BK1972_MARKER: I = METAL ROD
 BK1972_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1972_SP_SET: STAINLESS STEEL ROD
 BK1972_STAMPING: N 1285 1979
 BK1972_PROJECTION: RECESSED 5 CENTIMETERS
 BK1972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1972+STABILITY: POSITION/ELEVATION WELL
 BK1972_ROD/PIPE-DEPTH: 7.62 meters
 BK1972
 BK1972  HISTORY     - Date     Condition        Report By
 BK1972  HISTORY     - 1979     MONUMENTED       NGS
 BK1972
 BK1972                          STATION DESCRIPTION
 BK1972
 BK1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1972'5.95 MI NW FROM MAURICEVILLE.
 BK1972'5.95 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1972'HIGHWAY 12 IN MAURICEVILLE, AT THE NORTHWEST CORNER OF THE GIST UNITED
 BK1972'PENTECOSTAL CHURCH, 157.4 FT. EAST OF THE CENTERLINE OF THE HIGHWAY,
 BK1972'48.6 FT. WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 55.7
 BK1972'FT. SOUTHEAST OF A 24-INCH PINE TREE, 5.1 FT. NORTHWEST OF A POWERLINE
 BK1972'POLE WITH STREET LIGHT AND BASKETBALL HOOP, 64.0 FT. EAST OF THE
 BK1972'EAST RAIL OF THE MISSOURI PACIFIC RAILROAD.  DISK IS 4 INCHES BELOW
 BK1972'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1972'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2409 ***********************************************************************
 BY2409  DESIGNATION -  N 1286
 BY2409  PID         -  BY2409
 BY2409  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2409  USGS QUAD   -  CHINQUAPIN (1984)
 BY2409
 BY2409                         *CURRENT SURVEY CONTROL
 BY2409  ___________________________________________________________________
 BY2409* NAD 83(1986)-  31 27 31.     (N)    094 06 17.     (W)     SCALED    
 BY2409* NAVD 88     -        96.654  (meters)     317.11   (feet)  ADJUSTED  
 BY2409  ___________________________________________________________________
 BY2409  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BY2409  DYNAMIC HT  -          96.534 (meters)     316.71  (feet)  COMP
 BY2409  MODELED GRAV-     979,398.4   (mgal)                       NAVD 88
 BY2409
 BY2409  VERT ORDER  -  FIRST     CLASS II
 BY2409
 BY2409.The horizontal coordinates were scaled from a topographic map and have
 BY2409.an estimated accuracy of +/- 6 seconds.
 BY2409
 BY2409.The orthometric height was determined by differential leveling
 BY2409.and adjusted by the National Geodetic Survey in June 1991..
 BY2409
 BY2409.The geoid height was determined by GEOID03.
 BY2409
 BY2409.The dynamic height is computed by dividing the NAVD 88
 BY2409.geopotential number by the normal gravity value computed on the
 BY2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2409.degrees latitude (g = 980.6199 gals.).
 BY2409
 BY2409.The modeled gravity was interpolated from observed gravity values.
 BY2409
 BY2409;                    North         East    Units  Estimated Accuracy
 BY2409;SPC TX C     - 3,215,220.    1,291,630.      MT  (+/- 180 meters Scaled)
 BY2409
 BY2409                          SUPERSEDED SURVEY CONTROL
 BY2409
 BY2409  NGVD 29 (??/??/??)   96.680  (m)          317.19   (f) ADJUSTED    1 2
 BY2409
 BY2409.Superseded values are not recommended for survey control.
 BY2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2409.See file dsdata.txt to determine how the superseded data were derived.
 BY2409
 BY2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ950809(NAD 83)
 BY2409_MARKER: DB = BENCH MARK DISK
 BY2409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2409_SP_SET: STAINLESS STEEL ROD
 BY2409_STAMPING: N 1286 1979
 BY2409_PROJECTION: RECESSED 3 CENTIMETERS
 BY2409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2409_ROD/PIPE-DEPTH: 4.57 meters
 BY2409
 BY2409  HISTORY     - Date     Condition        Report By
 BY2409  HISTORY     - 1979     MONUMENTED       NGS
 BY2409
 BY2409                          STATION DESCRIPTION
 BY2409
 BY2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2409'5.75 MI SOUTH FROM SAN AUGUSTINE.
 BY2409'5.75 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2409'HIGHWAY 21 IN SAN AUGUSTINE, AT A CUTBANK, 0.65 MILE NORTH OF THE
 BY2409'JUNCTION OF FARM ROAD 1751, 0.25 MILE SOUTH OF THE SOUTH END OF A
 BY2409'REST AREA, 240 FT. EAST-SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 BY2409'CENTER OF A GRAVEL ROAD LEADING TO A CLEARED AREA, 71.0 FT. NORTHEAST
 BY2409'OF THE CENTERLINE OF THE HIGHWAY, 4.0 FT. WEST-NORTHWEST OF A HIGHWAY
 BY2409'RIGHT-OF-WAY MARKER, 1.0 FT. SOUTHWEST OF A FENCE.  DISK IS 2 INCHES
 BY2409'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2409'SCREW PLUG.
 BY2409'THE MARK IS 2 FT  S FROM A WITNESS POST.
 BY2409'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2540 ***********************************************************************
 BY2540  DESIGNATION -  N 1287
 BY2540  PID         -  BY2540
 BY2540  STATE/COUNTY-  TX/SHELBY
 BY2540  USGS QUAD   -  TIMPSON (1984)
 BY2540
 BY2540                         *CURRENT SURVEY CONTROL
 BY2540  ___________________________________________________________________
 BY2540* NAD 83(1986)-  31 54 48.     (N)    094 25 27.     (W)     SCALED    
 BY2540* NAVD 88     -       124.187  (meters)     407.44   (feet)  ADJUSTED  
 BY2540  ___________________________________________________________________
 BY2540  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BY2540  DYNAMIC HT  -         124.038 (meters)     406.95  (feet)  COMP
 BY2540  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BY2540
 BY2540  VERT ORDER  -  FIRST     CLASS II
 BY2540
 BY2540.The horizontal coordinates were scaled from a topographic map and have
 BY2540.an estimated accuracy of +/- 6 seconds.
 BY2540
 BY2540.The orthometric height was determined by differential leveling
 BY2540.and adjusted by the National Geodetic Survey in June 1991..
 BY2540
 BY2540.The geoid height was determined by GEOID03.
 BY2540
 BY2540.The dynamic height is computed by dividing the NAVD 88
 BY2540.geopotential number by the normal gravity value computed on the
 BY2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2540.degrees latitude (g = 980.6199 gals.).
 BY2540
 BY2540.The modeled gravity was interpolated from observed gravity values.
 BY2540
 BY2540;                    North         East    Units  Estimated Accuracy
 BY2540;SPC TX C     - 3,263,910.    1,258,640.      MT  (+/- 180 meters Scaled)
 BY2540
 BY2540                          SUPERSEDED SURVEY CONTROL
 BY2540
 BY2540.No superseded survey control is available for this station.
 BY2540
 BY2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR653317(NAD 83)
 BY2540_MARKER: DB = BENCH MARK DISK
 BY2540_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2540_SP_SET: STAINLESS STEEL ROD
 BY2540_STAMPING: N 1287 1979
 BY2540_PROJECTION: FLUSH
 BY2540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2540_ROD/PIPE-DEPTH: 2.29 meters
 BY2540
 BY2540  HISTORY     - Date     Condition        Report By
 BY2540  HISTORY     - 1979     MONUMENTED       NGS
 BY2540
 BY2540                          STATION DESCRIPTION
 BY2540
 BY2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2540'1.9 MI NW FROM TIMPSON.
 BY2540'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 BY2540'HIGHWAY 87 IN TIMPSON, THENCE 1.2 MILES NORTHWEST ALONG U.S. HIGHWAY
 BY2540'84, AT THE JUNCTION OF FARM ROAD 1970 LEADING NORTH, 157 FT.
 BY2540'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 84.0 FT. EAST OF THE
 BY2540'CENTERLINE OF THE ROAD, 30.0 FT. NORTHEAST OF A 30-INCH OAK TREE,
 BY2540'11.8 FT. NORTH OF A GUY CABLE, 4.0 FT. SOUTH OF A POWERLINE POLE WITH
 BY2540'GUY WIRE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2540'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2540'THE MARK IS 3.3 FT  N FROM A WITNESS POST.
 BY2540'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1944 ***********************************************************************
 BK1944  DESIGNATION -  N 1288
 BK1944  PID         -  BK1944
 BK1944  STATE/COUNTY-  TX/JASPER
 BK1944  USGS QUAD   -  KIRBYVILLE (1984)
 BK1944
 BK1944                         *CURRENT SURVEY CONTROL
 BK1944  ___________________________________________________________________
 BK1944* NAD 83(1986)-  30 41 43.     (N)    093 54 15.     (W)     SCALED    
 BK1944* NAVD 88     -        34.188  (meters)     112.17   (feet)  ADJUSTED  
 BK1944  ___________________________________________________________________
 BK1944  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BK1944  DYNAMIC HT  -          34.144 (meters)     112.02  (feet)  COMP
 BK1944  MODELED GRAV-     979,351.9   (mgal)                       NAVD 88
 BK1944
 BK1944  VERT ORDER  -  FIRST     CLASS II
 BK1944
 BK1944.The horizontal coordinates were scaled from a topographic map and have
 BK1944.an estimated accuracy of +/- 6 seconds.
 BK1944
 BK1944.The orthometric height was determined by differential leveling
 BK1944.and adjusted by the National Geodetic Survey in June 1991..
 BK1944
 BK1944.The geoid height was determined by GEOID03.
 BK1944
 BK1944.The dynamic height is computed by dividing the NAVD 88
 BK1944.geopotential number by the normal gravity value computed on the
 BK1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1944.degrees latitude (g = 980.6199 gals.).
 BK1944
 BK1944.The modeled gravity was interpolated from observed gravity values.
 BK1944
 BK1944;                    North         East    Units  Estimated Accuracy
 BK1944;SPC TX C     - 3,131,820.    1,315,550.      MT  (+/- 180 meters Scaled)
 BK1944
 BK1944                          SUPERSEDED SURVEY CONTROL
 BK1944
 BK1944  NGVD 29 (??/??/??)   34.174  (m)          112.12   (f) ADJUSTED    1 2
 BK1944
 BK1944.Superseded values are not recommended for survey control.
 BK1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1944.See file dsdata.txt to determine how the superseded data were derived.
 BK1944
 BK1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP134961(NAD 83)
 BK1944_MARKER: I = METAL ROD
 BK1944_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1944_SP_SET: STAINLESS STEEL ROD
 BK1944_STAMPING: N 1288 1979
 BK1944_PROJECTION: RECESSED 3 CENTIMETERS
 BK1944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1944+STABILITY: POSITION/ELEVATION WELL
 BK1944_ROD/PIPE-DEPTH: 9.14 meters
 BK1944
 BK1944  HISTORY     - Date     Condition        Report By
 BK1944  HISTORY     - 1979     MONUMENTED       NGS
 BK1944  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 BK1944
 BK1944                          STATION DESCRIPTION
 BK1944
 BK1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1944'2.45 MI NW FROM KIRBYVILLE.
 BK1944'2.45 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BK1944'ROAD 1013 IN KIRBYVILLE, 220 FT. SOUTHEAST OF A SMALL POND, 100.0 FT.
 BK1944'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 62.0 FT. NORTHWEST OF
 BK1944'THE CENTERLINE OF A PRIVATE DIRT ROAD LEADING WEST, 38.2 FT.
 BK1944'WEST-SOUTHWEST OF A CORNER FENCE POST, 1.0 FT. SOUTH OF A FENCE LINE,
 BK1944'70.1 FT. WEST OF THE NORTHWEST END OF A 12-INCH PIPE CULVERT, 11.2 FT.
 BK1944'NORTH-NORTHWEST OF POWERLINE POLE NUMBER 18 1/2 WITH TRANSFORMER, 31.1
 BK1944'FT. NORTHEAST OF A 14-INCH PINE TREE, 8.9 FT. WEST-SOUTHWEST OF THE
 BK1944'CENTER OF A METAL GATE, 100.0 FT. NORTHEAST OF THE NORTHEAST CORNER OF
 BK1944'A BRICK HOUSE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BK1944'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1944'THE MARK IS 38 FT  WSW FROM A WITNESS POST.
 BK1944'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1944
 BK1944                          STATION RECOVERY (2004)
 BK1944
 BK1944'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2386 ***********************************************************************
 BX2386  DESIGNATION -  N 1289
 BX2386  PID         -  BX2386
 BX2386  STATE/COUNTY-  TX/SABINE
 BX2386  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2386
 BX2386                         *CURRENT SURVEY CONTROL
 BX2386  ___________________________________________________________________
 BX2386* NAD 83(1986)-  31 14 27.     (N)    093 59 03.     (W)     SCALED    
 BX2386* NAVD 88     -        64.612  (meters)     211.98   (feet)  ADJUSTED  
 BX2386  ___________________________________________________________________
 BX2386  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BX2386  DYNAMIC HT  -          64.530 (meters)     211.71  (feet)  COMP
 BX2386  MODELED GRAV-     979,368.4   (mgal)                       NAVD 88
 BX2386
 BX2386  VERT ORDER  -  FIRST     CLASS II
 BX2386
 BX2386.The horizontal coordinates were scaled from a topographic map and have
 BX2386.an estimated accuracy of +/- 6 seconds.
 BX2386
 BX2386.The orthometric height was determined by differential leveling
 BX2386.and adjusted by the National Geodetic Survey in June 1991..
 BX2386
 BX2386.The geoid height was determined by GEOID03.
 BX2386
 BX2386.The dynamic height is computed by dividing the NAVD 88
 BX2386.geopotential number by the normal gravity value computed on the
 BX2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2386.degrees latitude (g = 980.6199 gals.).
 BX2386
 BX2386.The modeled gravity was interpolated from observed gravity values.
 BX2386
 BX2386;                    North         East    Units  Estimated Accuracy
 BX2386;SPC TX C     - 3,191,760.    1,304,450.      MT  (+/- 180 meters Scaled)
 BX2386
 BX2386                          SUPERSEDED SURVEY CONTROL
 BX2386
 BX2386  NGVD 29 (??/??/??)   64.625  (m)          212.02   (f) ADJUSTED    1 2
 BX2386
 BX2386.Superseded values are not recommended for survey control.
 BX2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2386.See file dsdata.txt to determine how the superseded data were derived.
 BX2386
 BX2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ062567(NAD 83)
 BX2386_MARKER: DB = BENCH MARK DISK
 BX2386_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2386_SP_SET: STAINLESS STEEL ROD
 BX2386_STAMPING: N 1289 1979
 BX2386_PROJECTION: FLUSH
 BX2386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2386+STABILITY: POSITION/ELEVATION WELL
 BX2386_ROD/PIPE-DEPTH: 7.62 meters
 BX2386
 BX2386  HISTORY     - Date     Condition        Report By
 BX2386  HISTORY     - 1979     MONUMENTED       NGS
 BX2386
 BX2386                          STATION DESCRIPTION
 BX2386
 BX2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2386'0.55 MI SOUTH FROM PINELAND.
 BX2386'0.55 MILE SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2386'ROAD 83 IN PINELAND, AT THE JUNCTION OF FARM ROAD 1, 108.0 FT.
 BX2386'EAST OF THE CENTERLINE OF THE HIGHWAY, 50.0 FT. EAST OF THE SOUTHWEST
 BX2386'CORNER OF A FENCE LINE, 49.0 FT. NORTH OF THE CENTERLINE OF THE
 BX2386'ROAD, 24.0 FT. NORTHWEST OF A 15-INCH CULVERT UNDER AN OLD CLOSED
 BX2386'BLACKTOP ROAD, 13.5 FT. SOUTHEAST OF A POWERLINE POLE.  DISK IS
 BX2386'4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BX2386'PLASTIC SCREW PLUG.
 BX2386'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BX2386'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2504 ***********************************************************************
 BY2504  DESIGNATION -  N 1289 A
 BY2504  PID         -  BY2504
 BY2504  STATE/COUNTY-  TX/NACOGDOCHES
 BY2504  USGS QUAD   -  CUSHING (1973)
 BY2504
 BY2504                         *CURRENT SURVEY CONTROL
 BY2504  ___________________________________________________________________
 BY2504* NAD 83(1986)-  31 48 57.     (N)    094 52 05.     (W)     SCALED    
 BY2504* NAVD 88     -       134.377  (meters)     440.87   (feet)  ADJUSTED  
 BY2504  ___________________________________________________________________
 BY2504  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY2504  DYNAMIC HT  -         134.215 (meters)     440.34  (feet)  COMP
 BY2504  MODELED GRAV-     979,432.9   (mgal)                       NAVD 88
 BY2504
 BY2504  VERT ORDER  -  FIRST     CLASS II
 BY2504
 BY2504.The horizontal coordinates were scaled from a topographic map and have
 BY2504.an estimated accuracy of +/- 6 seconds.
 BY2504
 BY2504.The orthometric height was determined by differential leveling
 BY2504.and adjusted by the National Geodetic Survey in June 1991..
 BY2504
 BY2504.The geoid height was determined by GEOID03.
 BY2504
 BY2504.The dynamic height is computed by dividing the NAVD 88
 BY2504.geopotential number by the normal gravity value computed on the
 BY2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2504.degrees latitude (g = 980.6199 gals.).
 BY2504
 BY2504.The modeled gravity was interpolated from observed gravity values.
 BY2504
 BY2504;                    North         East    Units  Estimated Accuracy
 BY2504;SPC TX C     - 3,250,960.    1,217,240.      MT  (+/- 180 meters Scaled)
 BY2504
 BY2504                          SUPERSEDED SURVEY CONTROL
 BY2504
 BY2504.No superseded survey control is available for this station.
 BY2504
 BY2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR231215(NAD 83)
 BY2504_MARKER: DB = BENCH MARK DISK
 BY2504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2504_SP_SET: STAINLESS STEEL ROD
 BY2504_STAMPING: N 1289 A 1979
 BY2504_PROJECTION: FLUSH
 BY2504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2504_ROD/PIPE-DEPTH: 2.74 meters
 BY2504
 BY2504  HISTORY     - Date     Condition        Report By
 BY2504  HISTORY     - 1979     MONUMENTED       NGS
 BY2504  HISTORY     - 19980919 GOOD             USPSQD
 BY2504
 BY2504                          STATION DESCRIPTION
 BY2504
 BY2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2504'1.55 MI WEST FROM CUSHING.
 BY2504'1.55 MILES WEST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM ROAD
 BY2504'225 IN CUSHING, AT A METAL GATE AND A FIELD ROAD LEADING NORTH, 61.0
 BY2504'FT. NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.0 FT. EAST OF THE
 BY2504'CENTER OF THE METAL GATE, 3.5 FT. WEST-SOUTHWEST OF A POWERLINE POLE,
 BY2504'0.7 FT. SOUTH OF A FENCE.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO
 BY2504'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2504'THE MARK IS 1.3 FT  W FROM A WITNESS POST.
 BY2504'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2504
 BY2504                          STATION RECOVERY (1998)
 BY2504
 BY2504'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2478 ***********************************************************************
 BY2478  DESIGNATION -  N 1290
 BY2478  PID         -  BY2478
 BY2478  STATE/COUNTY-  TX/CHEROKEE
 BY2478  USGS QUAD   -  TODD CITY (1982)
 BY2478
 BY2478                         *CURRENT SURVEY CONTROL
 BY2478  ___________________________________________________________________
 BY2478* NAD 83(1986)-  31 54 56.     (N)    095 22 40.     (W)     SCALED    
 BY2478* NAVD 88     -       135.911  (meters)     445.90   (feet)  ADJUSTED  
 BY2478  ___________________________________________________________________
 BY2478  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2478  DYNAMIC HT  -         135.748 (meters)     445.37  (feet)  COMP
 BY2478  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BY2478
 BY2478  VERT ORDER  -  FIRST     CLASS II
 BY2478
 BY2478.The horizontal coordinates were scaled from a topographic map and have
 BY2478.an estimated accuracy of +/- 6 seconds.
 BY2478
 BY2478.The orthometric height was determined by differential leveling
 BY2478.and adjusted by the National Geodetic Survey in June 1991..
 BY2478
 BY2478.The geoid height was determined by GEOID03.
 BY2478
 BY2478.The dynamic height is computed by dividing the NAVD 88
 BY2478.geopotential number by the normal gravity value computed on the
 BY2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2478.degrees latitude (g = 980.6199 gals.).
 BY2478
 BY2478.The modeled gravity was interpolated from observed gravity values.
 BY2478
 BY2478;                    North         East    Units  Estimated Accuracy
 BY2478;SPC TX C     - 3,259,750.    1,168,540.      MT  (+/- 180 meters Scaled)
 BY2478
 BY2478                          SUPERSEDED SURVEY CONTROL
 BY2478
 BY2478.No superseded survey control is available for this station.
 BY2478
 BY2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR751335(NAD 83)
 BY2478_MARKER: DB = BENCH MARK DISK
 BY2478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2478_SP_SET: STAINLESS STEEL ROD
 BY2478_STAMPING: N 1290 1980
 BY2478_PROJECTION: FLUSH
 BY2478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2478_ROD/PIPE-DEPTH: 5.5  meters
 BY2478
 BY2478  HISTORY     - Date     Condition        Report By
 BY2478  HISTORY     - 1980     MONUMENTED       NGS
 BY2478  HISTORY     - 19910420 POOR             USPSQD
 BY2478  HISTORY     - 19960420 GOOD             USPSQD
 BY2478  HISTORY     - 20040609 POOR             USPSQD
 BY2478
 BY2478                          STATION DESCRIPTION
 BY2478
 BY2478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2478'12.35 KM SW FROM JACKSONVILLE.
 BY2478'9.0 KM. (5.6 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF
 BY2478'U.S. HIGHWAY 69 IN JACKSONVILLE, THENCE 3.1 KM. (1.95 MI.)
 BY2478'WEST-SOUTHWEST ALONG OLD U.S. HIGHWAY 79, THENCE 0.1 KM. (0.05 MI.)
 BY2478'NORTHWEST ALONG A PAVED ROAD WHICH CROSSES THE MISSOURI PACIFIC
 BY2478'RAILROAD, THENCE 0.15 KM. (0.1 MI.) NORTHEAST ALONG A PAVED ROAD, AT A
 BY2478'WIRE GATE AND FIELD ROAD LEADING NORTHWEST INTO A PASTURE AND CORRAL,
 BY2478'31.4 M. (103 FT.) NORTHEAST OF THE NORTHEAST RAIL, 23.2 M. (76.0 FT.)
 BY2478'NORTH AND ACROSS THE ROAD FROM A POWERLINE POLE, 8.2 M. (27.0 FT.)
 BY2478'NORTHEAST OF THE CENTERLINE OF THE ROAD, 7.6 M. (25.0 FT.)
 BY2478'WEST-SOUTHWEST OF THE CENTER OF THE FIELD ROAD AND THE WIRE GATE,
 BY2478'0.2 M. (0.5 FT.) SOUTH OF A FENCE.  DISK IS 11 CM. BELOW GROUND,
 BY2478'ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2478'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 BY2478'THE MARK IS 0.3 M BELOW THE ROAD.
 BY2478
 BY2478                          STATION RECOVERY (1991)
 BY2478
 BY2478'RECOVERY NOTE BY US POWER SQUADRON 1991 (BA)
 BY2478'MARK RECOVERED IN POOR CONDITION.
 BY2478
 BY2478                          STATION RECOVERY (1996)
 BY2478
 BY2478'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2478'RECOVERED IN GOOD CONDITION.
 BY2478
 BY2478                          STATION RECOVERY (2004)
 BY2478
 BY2478'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY2478'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2438 ***********************************************************************
 BY2438  DESIGNATION -  N 1291
 BY2438  PID         -  BY2438
 BY2438  STATE/COUNTY-  TX/HOUSTON
 BY2438  USGS QUAD   -  GRAPELAND (1951)
 BY2438
 BY2438                         *CURRENT SURVEY CONTROL
 BY2438  ___________________________________________________________________
 BY2438* NAD 83(1986)-  31 23 40.     (N)    095 28 35.     (W)     SCALED    
 BY2438* NAVD 88     -       114.942  (meters)     377.11   (feet)  ADJUSTED  
 BY2438  ___________________________________________________________________
 BY2438  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY2438  DYNAMIC HT  -         114.799 (meters)     376.64  (feet)  COMP
 BY2438  MODELED GRAV-     979,391.1   (mgal)                       NAVD 88
 BY2438  OBS GRAVITY -     979,392.5   (mgal)                       GRAV_OBS
 BY2438
 BY2438  VERT ORDER  -  FIRST     CLASS II
 BY2438
 BY2438.The horizontal coordinates were scaled from a topographic map and have
 BY2438.an estimated accuracy of +/- 6 seconds.
 BY2438
 BY2438.The orthometric height was determined by differential leveling
 BY2438.and adjusted by the National Geodetic Survey in June 1991..
 BY2438
 BY2438.The geoid height was determined by GEOID03.
 BY2438
 BY2438.The dynamic height is computed by dividing the NAVD 88
 BY2438.geopotential number by the normal gravity value computed on the
 BY2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2438.degrees latitude (g = 980.6199 gals.).
 BY2438
 BY2438.The modeled gravity was interpolated from observed gravity values.
 BY2438.The observed gravity was obtained from relative gravimeter ties
 BY2438.to the IGSN71 gravity network.
 BY2438
 BY2438;                    North         East    Units  Estimated Accuracy
 BY2438;SPC TX C     - 3,201,620.    1,161,750.      MT  (+/- 180 meters Scaled)
 BY2438
 BY2438                          SUPERSEDED SURVEY CONTROL
 BY2438
 BY2438.No superseded survey control is available for this station.
 BY2438
 BY2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ645759(NAD 83)
 BY2438_MARKER: I = METAL ROD
 BY2438_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2438_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2438_STAMPING: N 1291 1980
 BY2438_PROJECTION: FLUSH
 BY2438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2438+STABILITY: POSITION/ELEVATION WELL
 BY2438_ROD/PIPE-DEPTH: 12.2 meters
 BY2438_SLEEVE-DEPTH  : 11.9 meters
 BY2438
 BY2438  HISTORY     - Date     Condition        Report By
 BY2438  HISTORY     - 1980     MONUMENTED       NGS
 BY2438
 BY2438                          STATION DESCRIPTION
 BY2438
 BY2438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2438'9.2 KM NORTH FROM CROCKETT.
 BY2438'9.2 KM. (5.7 MI.) NORTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY2438'FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, AT THE NORTHERN CORNER
 BY2438'OF THE LATEXO UNITED METHODIST CHURCH IN LATEXO, 31.4 M. (103 FT.)
 BY2438'WEST OF THE CENTERLINE OF THE HIGHWAY, 15.8 M. (52.0 FT.) SOUTH OF THE
 BY2438'CENTERLINE OF A GRAVEL ROAD, 21.5 M. (70.5 FT.) SOUTHWEST OF A POLE
 BY2438'SUPPORTING STOP LIGHTS, 1.2 M. (3.8 FT.) NORTHWEST OF THE NORTHEAST
 BY2438'CORNER OF THE CHURCH, 1.1 M. (3.6 FT.) NORTH OF THE NORTH FACE OF THE
 BY2438'CHURCH.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2438'THROUGH A 13-CM. LOGO CAP.
 BY2438'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1134 ***********************************************************************
 BZ1134  DESIGNATION -  N 1294
 BZ1134  PID         -  BZ1134
 BZ1134  STATE/COUNTY-  TX/LEON
 BZ1134  USGS QUAD   -  BUFFALO (1982)
 BZ1134
 BZ1134                         *CURRENT SURVEY CONTROL
 BZ1134  ___________________________________________________________________
 BZ1134* NAD 83(1986)-  31 24 59.     (N)    096 06 11.     (W)     SCALED    
 BZ1134* NAVD 88     -       126.926  (meters)     416.42   (feet)  ADJUSTED  
 BZ1134  ___________________________________________________________________
 BZ1134  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ1134  DYNAMIC HT  -         126.769 (meters)     415.91  (feet)  COMP
 BZ1134  MODELED GRAV-     979,403.9   (mgal)                       NAVD 88
 BZ1134
 BZ1134  VERT ORDER  -  FIRST     CLASS II
 BZ1134
 BZ1134.The horizontal coordinates were scaled from a topographic map and have
 BZ1134.an estimated accuracy of +/- 6 seconds.
 BZ1134
 BZ1134.The orthometric height was determined by differential leveling
 BZ1134.and adjusted by the National Geodetic Survey in June 1991..
 BZ1134
 BZ1134.The geoid height was determined by GEOID03.
 BZ1134
 BZ1134.The dynamic height is computed by dividing the NAVD 88
 BZ1134.geopotential number by the normal gravity value computed on the
 BZ1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1134.degrees latitude (g = 980.6199 gals.).
 BZ1134
 BZ1134.The modeled gravity was interpolated from observed gravity values.
 BZ1134
 BZ1134;                    North         East    Units  Estimated Accuracy
 BZ1134;SPC TX C     - 3,201,610.    1,102,110.      MT  (+/- 180 meters Scaled)
 BZ1134
 BZ1134                          SUPERSEDED SURVEY CONTROL
 BZ1134
 BZ1134.No superseded survey control is available for this station.
 BZ1134
 BZ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV754793(NAD 83)
 BZ1134_MARKER: DB = BENCH MARK DISK
 BZ1134_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1134_SP_SET: STAINLESS STEEL ROD
 BZ1134_STAMPING: N 1294 1980
 BZ1134_PROJECTION: FLUSH
 BZ1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1134_ROD/PIPE-DEPTH: 6.1  meters
 BZ1134
 BZ1134  HISTORY     - Date     Condition        Report By
 BZ1134  HISTORY     - 1980     MONUMENTED       NGS
 BZ1134  HISTORY     - 1990     GOOD             USPSQD
 BZ1134
 BZ1134                          STATION DESCRIPTION
 BZ1134
 BZ1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1134'6.3 KM SW FROM BUFFALO.
 BZ1134'6.3 KM. (3.9 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF
 BZ1134'U.S. HIGHWAY 75 IN BUFFALO, AT A FENCE JUNCTION LEADING SOUTHEAST,
 BZ1134'102 M. (335 FT.) NORTHEAST OF THE CENTER OF THE SOUTHEAST END OF A
 BZ1134'CONCRETE CULVERT UNDER THE HIGHWAY, 42.7 M. (140 FT.) EAST AND
 BZ1134'ACROSS THE HIGHWAY FROM A WHITE TELEPHONE JUNCTION CANISTER, 15.8 M.
 BZ1134'(52.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.8 M.
 BZ1134'(12.5 FT.) NORTHEAST OF THE FENCE JUNCTION, 0.3 M. (1.0 FT.)
 BZ1134'NORTHWEST OF THE FENCE.  DISK IS 10 CM. BELOW GROUND, ACCESS TO WHICH
 BZ1134'IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BZ1134'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 BZ1134'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1134
 BZ1134                          STATION RECOVERY (1990)
 BZ1134
 BZ1134'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1170 ***********************************************************************
 BZ1170  DESIGNATION -  N 1295
 BZ1170  PID         -  BZ1170
 BZ1170  STATE/COUNTY-  TX/HILL
 BZ1170  USGS QUAD   -  IRENE (1978)
 BZ1170
 BZ1170                         *CURRENT SURVEY CONTROL
 BZ1170  ___________________________________________________________________
 BZ1170* NAD 83(1986)-  31 52 37.     (N)    096 49 25.     (W)     SCALED    
 BZ1170* NAVD 88     -       157.577  (meters)     516.98   (feet)  ADJUSTED  
 BZ1170  ___________________________________________________________________
 BZ1170  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BZ1170  DYNAMIC HT  -         157.388 (meters)     516.36  (feet)  COMP
 BZ1170  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 BZ1170
 BZ1170  VERT ORDER  -  FIRST     CLASS II
 BZ1170
 BZ1170.The horizontal coordinates were scaled from a topographic map and have
 BZ1170.an estimated accuracy of +/- 6 seconds.
 BZ1170
 BZ1170.The orthometric height was determined by differential leveling
 BZ1170.and adjusted by the National Geodetic Survey in June 1991..
 BZ1170
 BZ1170.The geoid height was determined by GEOID03.
 BZ1170
 BZ1170.The dynamic height is computed by dividing the NAVD 88
 BZ1170.geopotential number by the normal gravity value computed on the
 BZ1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1170.degrees latitude (g = 980.6199 gals.).
 BZ1170
 BZ1170.The modeled gravity was interpolated from observed gravity values.
 BZ1170
 BZ1170;                    North         East    Units  Estimated Accuracy
 BZ1170;SPC TXNC     - 2,024,590.      758,630.      MT  (+/- 180 meters Scaled)
 BZ1170
 BZ1170                          SUPERSEDED SURVEY CONTROL
 BZ1170
 BZ1170.No superseded survey control is available for this station.
 BZ1170
 BZ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA058288(NAD 83)
 BZ1170_MARKER: I = METAL ROD
 BZ1170_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1170_SP_SET: STAINLESS STEEL ROD
 BZ1170_STAMPING: N 1295 1980
 BZ1170_PROJECTION: FLUSH
 BZ1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1170_ROD/PIPE-DEPTH: 7.6  meters
 BZ1170
 BZ1170  HISTORY     - Date     Condition        Report By
 BZ1170  HISTORY     - 1980     MONUMENTED       NGS
 BZ1170  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ1170  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1170
 BZ1170                          STATION DESCRIPTION
 BZ1170
 BZ1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1170'4.1 KM NW FROM HUBBARD.
 BZ1170'4.1 KM. (2.55 MI) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1170'OF STATE HIGHWAY 31 IN HUBBARD, AT A FIELD ENTRANCE ROAD WITH A METAL
 BZ1170'GATE LEADING SOUTHWEST, 20.7 M. (68.0 FT.) SOUTHWEST OF THE CENTERLINE
 BZ1170'OF THE HIGHWAY, 6.1 M. (20.0 FT.) NORTHWEST OF THE CENTER OF THE FIELD
 BZ1170'ROAD AND THE METAL GATE, 9.1 M. (30.0 FT.) NORTHWEST OF A CORNER FENCE
 BZ1170'POST, 40.2 M. (132 FT.) WEST-NORTHWEST OF THE CENTER OF A BOX CULVERT
 BZ1170'UNDER THE HIGHWAY, 16.5 M. (54.0 FT.) SOUTH-SOUTHEAST OF THE
 BZ1170'SOUTHEAST ONE OF TWO TREES, 19.2 M. (63.0 FT.) SOUTH-SOUTHEAST OF A
 BZ1170'RIGHT-OF-WAY MARKER, 0.3 M. (1.0 FT.) NORTHEAST OF A FENCE.  DATUM
 BZ1170'POINT IS 7 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM.
 BZ1170'LOGO CAP.
 BZ1170'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BZ1170'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BZ1170
 BZ1170                          STATION RECOVERY (1999)
 BZ1170
 BZ1170'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1170'MARK NOT FOUND.
 BZ1170
 BZ1170                          STATION RECOVERY (2002)
 BZ1170
 BZ1170'RECOVERY NOTE BY US POWER SQUADRON 2002 (HRM)
 BZ1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2423 ***********************************************************************
 BY2423  DESIGNATION -  N 1296
 BY2423  PID         -  BY2423
 BY2423  STATE/COUNTY-  TX/TRINITY
 BY2423  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY2423
 BY2423                         *CURRENT SURVEY CONTROL
 BY2423  ___________________________________________________________________
 BY2423* NAD 83(1986)-  31 02 50.     (N)    095 25 16.     (W)     SCALED    
 BY2423* NAVD 88     -        60.563  (meters)     198.70   (feet)  ADJUSTED  
 BY2423  ___________________________________________________________________
 BY2423  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BY2423  DYNAMIC HT  -          60.486 (meters)     198.44  (feet)  COMP
 BY2423  MODELED GRAV-     979,373.1   (mgal)                       NAVD 88
 BY2423
 BY2423  VERT ORDER  -  FIRST     CLASS II
 BY2423
 BY2423.The horizontal coordinates were scaled from a topographic map and have
 BY2423.an estimated accuracy of +/- 6 seconds.
 BY2423
 BY2423.The orthometric height was determined by differential leveling
 BY2423.and adjusted by the National Geodetic Survey in June 1991..
 BY2423
 BY2423.The geoid height was determined by GEOID03.
 BY2423
 BY2423.The dynamic height is computed by dividing the NAVD 88
 BY2423.geopotential number by the normal gravity value computed on the
 BY2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2423.degrees latitude (g = 980.6199 gals.).
 BY2423
 BY2423.The modeled gravity was interpolated from observed gravity values.
 BY2423
 BY2423;                    North         East    Units  Estimated Accuracy
 BY2423;SPC TX C     - 3,163,390.    1,168,700.      MT  (+/- 180 meters Scaled)
 BY2423
 BY2423                          SUPERSEDED SURVEY CONTROL
 BY2423
 BY2423.No superseded survey control is available for this station.
 BY2423
 BY2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ689373(NAD 83)
 BY2423_MARKER: DB = BENCH MARK DISK
 BY2423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2423_SP_SET: STAINLESS STEEL ROD
 BY2423_STAMPING: N 1296 1980
 BY2423_PROJECTION: FLUSH
 BY2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2423_ROD/PIPE-DEPTH: 8.8  meters
 BY2423
 BY2423  HISTORY     - Date     Condition        Report By
 BY2423  HISTORY     - 1980     MONUMENTED       NGS
 BY2423
 BY2423                          STATION DESCRIPTION
 BY2423
 BY2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2423'8.8 KM SOUTH FROM LOVELADY.
 BY2423'8.8 KM. (5.45 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY2423'FARM ROAD 230 IN LOVELADY, AT A DIRT ROAD LEADING NORTHEAST, 23.9 M.
 BY2423'(78.4 FT.) EAST OF THE CENTERLINE OF THE HIGHWAY, 4.3 M. (14.1 FT.)
 BY2423'EAST OF A CORNER FENCE POST, 0.3 M. (1.0 FT.) SOUTH OF A FENCE, 9.2 M.
 BY2423'(30.1 FT.) SOUTHEAST OF THE CENTER OF AN IRON GATE.  DISK IS 12 CM.
 BY2423'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW
 BY2423'PLUG.
 BY2423'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BY2423'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2449 ***********************************************************************
 BY2449  DESIGNATION -  N 1297
 BY2449  PID         -  BY2449
 BY2449  STATE/COUNTY-  TX/ANDERSON
 BY2449  USGS QUAD   -  ELKHART CREEK (1982)
 BY2449
 BY2449                         *CURRENT SURVEY CONTROL
 BY2449  ___________________________________________________________________
 BY2449* NAD 83(1986)-  31 35 29.     (N)    095 30 53.     (W)     SCALED    
 BY2449* NAVD 88     -       143.736  (meters)     471.57   (feet)  ADJUSTED  
 BY2449  ___________________________________________________________________
 BY2449  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY2449  DYNAMIC HT  -         143.557 (meters)     470.99  (feet)  COMP
 BY2449  MODELED GRAV-     979,395.6   (mgal)                       NAVD 88
 BY2449
 BY2449  VERT ORDER  -  FIRST     CLASS II
 BY2449
 BY2449.The horizontal coordinates were scaled from a topographic map and have
 BY2449.an estimated accuracy of +/- 6 seconds.
 BY2449
 BY2449.The orthometric height was determined by differential leveling
 BY2449.and adjusted by the National Geodetic Survey in June 1991..
 BY2449
 BY2449.The geoid height was determined by GEOID03.
 BY2449
 BY2449.The dynamic height is computed by dividing the NAVD 88
 BY2449.geopotential number by the normal gravity value computed on the
 BY2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2449.degrees latitude (g = 980.6199 gals.).
 BY2449
 BY2449.The modeled gravity was interpolated from observed gravity values.
 BY2449
 BY2449;                    North         East    Units  Estimated Accuracy
 BY2449;SPC TX C     - 3,223,270.    1,157,160.      MT  (+/- 180 meters Scaled)
 BY2449
 BY2449                          SUPERSEDED SURVEY CONTROL
 BY2449
 BY2449.No superseded survey control is available for this station.
 BY2449
 BY2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ613978(NAD 83)
 BY2449_MARKER: DB = BENCH MARK DISK
 BY2449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2449_SP_SET: STAINLESS STEEL ROD
 BY2449_STAMPING: N 1297 1980
 BY2449_PROJECTION: RECESSED 4 CENTIMETERS
 BY2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2449_ROD/PIPE-DEPTH: 8.5  meters
 BY2449
 BY2449  HISTORY     - Date     Condition        Report By
 BY2449  HISTORY     - 1980     MONUMENTED       NGS
 BY2449
 BY2449                          STATION DESCRIPTION
 BY2449
 BY2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2449'7.8 KM SE FROM ELKHART.
 BY2449'7.8 KM. (4.85 MI.) SOUTHEAST ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY
 BY2449'287 FROM JUNCTION OF STATE HIGHWAY 294 IN ELKHART, 20.5 M. (67.1 FT.)
 BY2449'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 28.7 M. (94.0 FT.)
 BY2449'NORTH-NORTHWEST OF THE CENTERLINE OF A DIRT ROAD LEADING
 BY2449'WEST-SOUTHWEST, 21.6 M. (71.0 FT.) NORTH-NORTHWEST OF A CORNER FENCE
 BY2449'POST, 0.3 M. (1.0 FT.) EAST-NORTHEAST OF A FENCE, 6.2 M. (20.2 FT.)
 BY2449'SOUTHEAST OF A 80-CM. PINE TREE, 7.3 M. (24.0 FT.) NORTH-NORTHWEST OF
 BY2449'A 80-CM. OAK TREE.  DISK IS 7 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2449'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2449'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 BY2449'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0581 ***********************************************************************
 AB0581  DESIGNATION -  N 13
 AB0581  PID         -  AB0581
 AB0581  STATE/COUNTY-  TX/CAMERON
 AB0581  USGS QUAD   -  HARLINGEN (1983)
 AB0581
 AB0581                         *CURRENT SURVEY CONTROL
 AB0581  ___________________________________________________________________
 AB0581* NAD 83(1986)-  26 14 55.     (N)    097 42 05.     (W)     SCALED    
 AB0581* NAVD 88     -        10.646  (meters)      34.93   (feet)  ADJUSTED  
 AB0581  ___________________________________________________________________
 AB0581  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AB0581  DYNAMIC HT  -          10.629 (meters)      34.87  (feet)  COMP
 AB0581  MODELED GRAV-     979,038.5   (mgal)                       NAVD 88
 AB0581
 AB0581  VERT ORDER  -  SECOND    CLASS 0
 AB0581
 AB0581.The horizontal coordinates were scaled from a topographic map and have
 AB0581.an estimated accuracy of +/- 6 seconds.
 AB0581
 AB0581.The orthometric height was determined by differential leveling
 AB0581.and adjusted by the National Geodetic Survey in June 1991..
 AB0581
 AB0581.The geoid height was determined by GEOID03.
 AB0581
 AB0581.The dynamic height is computed by dividing the NAVD 88
 AB0581.geopotential number by the normal gravity value computed on the
 AB0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0581.degrees latitude (g = 980.6199 gals.).
 AB0581
 AB0581.The modeled gravity was interpolated from observed gravity values.
 AB0581
 AB0581;                    North         East    Units  Estimated Accuracy
 AB0581;SPC TX S     - 5,064,730.      379,780.      MT  (+/- 180 meters Scaled)
 AB0581
 AB0581                          SUPERSEDED SURVEY CONTROL
 AB0581
 AB0581  NGVD 29 (??/??/92)   10.743  (m)           35.25   (f) ADJ UNCH    2 0
 AB0581
 AB0581.Superseded values are not recommended for survey control.
 AB0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0581.See file dsdata.txt to determine how the superseded data were derived.
 AB0581
 AB0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ296038(NAD 83)
 AB0581_MARKER: DD = SURVEY DISK
 AB0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0581_SP_SET: CULVERT
 AB0581_STAMPING: N 13 34.95
 AB0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0581
 AB0581  HISTORY     - Date     Condition        Report By
 AB0581  HISTORY     - UNK      MONUMENTED
 AB0581  HISTORY     - 1942     GOOD             NGS
 AB0581
 AB0581                          STATION DESCRIPTION
 AB0581
 AB0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0581'2.1 MI E FROM COMBES.
 AB0581'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0581'ROAD AND GO 2.1 MILES TO CONCRETE CULVERT.  BENCH MARK IS SET
 AB0581'HORIZONTALLY IN CENTER OF THE TOP OF THE NORTH HEADWALL OF THE
 AB0581'CULVERT.  IT IS 16 FEET NORTH OF AND ABOUT 1.5 FEET ABOVE THE
 AB0581'CENTERLINE OF THE ROAD.  A CAMERON COUNTY STANDARD DISK, STAMPED N 13
 AB0581'34.95 AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0092 ***********************************************************************
 CU0092  DESIGNATION -  N 13
 CU0092  PID         -  CU0092
 CU0092  STATE/COUNTY-  TX/NOLAN
 CU0092  USGS QUAD   -  ESKOTA (1987)
 CU0092
 CU0092                         *CURRENT SURVEY CONTROL
 CU0092  ___________________________________________________________________
 CU0092* NAD 83(1986)-  32 30 19.     (N)    100 20 16.     (W)     SCALED    
 CU0092* NAVD 88     -       607.610  (meters)    1993.47   (feet)  POSTED    
 CU0092  ___________________________________________________________________
 CU0092  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CU0092  DYNAMIC HT  -         606.800 (meters)    1990.81  (feet)  COMP
 CU0092  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 CU0092
 CU0092  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0092
 CU0092.The horizontal coordinates were scaled from a topographic map and have
 CU0092.an estimated accuracy of +/- 6 seconds.
 CU0092
 CU0092.The orthometric height was determined by differential leveling
 CU0092.and adjusted by the National Geodetic Survey in 1992..
 CU0092.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0092.rate of 0.0 thru 1.0 mm/km.
 CU0092
 CU0092.The geoid height was determined by GEOID03.
 CU0092
 CU0092.The dynamic height is computed by dividing the NAVD 88
 CU0092.geopotential number by the normal gravity value computed on the
 CU0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0092.degrees latitude (g = 980.6199 gals.).
 CU0092
 CU0092.The modeled gravity was interpolated from observed gravity values.
 CU0092
 CU0092;                    North         East    Units  Estimated Accuracy
 CU0092;SPC TXNC     - 2,094,510.      427,330.      MT  (+/- 180 meters Scaled)
 CU0092
 CU0092                          SUPERSEDED SURVEY CONTROL
 CU0092
 CU0092.No superseded survey control is available for this station.
 CU0092
 CU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA743972(NAD 83)
 CU0092_MARKER: B = BOLT
 CU0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0092_SP_SET: ABUTMENT
 CU0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0092
 CU0092  HISTORY     - Date     Condition        Report By
 CU0092  HISTORY     - UNK      MONUMENTED       CGS
 CU0092  HISTORY     - 1956     MARK NOT FOUND   NGS
 CU0092
 CU0092                          STATION DESCRIPTION
 CU0092
 CU0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0092'4.9 MI NE FROM SWEETWATER.
 CU0092'ABOUT 4.9 MILES EAST OF SWEETWATER, NOLAN CO., ON THE TEXAS AND
 CU0092'PACIFIC RAILWAY BRIDGE NO. 443C OVER SWEETWATER CREEK, ON THE SOUTH
 CU0092'END OF THE EAST ABUTMENT AT THE LEVEL OF THE BRIDGE SEAT, 1.5 METERS
 CU0092'BELOW THE RAIL, AND 3.3 METERS FROM THE CENTER OF THE TRACK.  A COPPER
 CU0092'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2316 ***********************************************************************
 CS2316  DESIGNATION -  N 130
 CS2316  PID         -  CS2316
 CS2316  STATE/COUNTY-  TX/PARKER
 CS2316  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2316
 CS2316                         *CURRENT SURVEY CONTROL
 CS2316  ___________________________________________________________________
 CS2316* NAD 83(1986)-  32 46 33.     (N)    097 48 49.     (W)     SCALED    
 CS2316* NAVD 88     -       320.142  (meters)    1050.33   (feet)  ADJUSTED  
 CS2316  ___________________________________________________________________
 CS2316  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CS2316  DYNAMIC HT  -         319.750 (meters)    1049.05  (feet)  COMP
 CS2316  MODELED GRAV-     979,405.6   (mgal)                       NAVD 88
 CS2316
 CS2316  VERT ORDER  -  FIRST     CLASS II
 CS2316
 CS2316.The horizontal coordinates were scaled from a topographic map and have
 CS2316.an estimated accuracy of +/- 6 seconds.
 CS2316
 CS2316.The orthometric height was determined by differential leveling
 CS2316.and adjusted by the National Geodetic Survey in June 1991..
 CS2316
 CS2316.The geoid height was determined by GEOID03.
 CS2316
 CS2316.The dynamic height is computed by dividing the NAVD 88
 CS2316.geopotential number by the normal gravity value computed on the
 CS2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2316.degrees latitude (g = 980.6199 gals.).
 CS2316
 CS2316.The modeled gravity was interpolated from observed gravity values.
 CS2316
 CS2316;                    North         East    Units  Estimated Accuracy
 CS2316;SPC TXNC     - 2,123,210.      664,300.      MT  (+/- 180 meters Scaled)
 CS2316
 CS2316                          SUPERSEDED SURVEY CONTROL
 CS2316
 CS2316  NGVD 29 (??/??/92)  320.053  (m)         1050.04   (f) ADJ UNCH    1 2
 CS2316
 CS2316.Superseded values are not recommended for survey control.
 CS2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2316.See file dsdata.txt to determine how the superseded data were derived.
 CS2316
 CS2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB111270(NAD 83)
 CS2316_MARKER: DB = BENCH MARK DISK
 CS2316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2316_SP_SET: PIER
 CS2316_STAMPING: N 130 1952
 CS2316_MARK LOGO: CGS   
 CS2316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2316
 CS2316  HISTORY     - Date     Condition        Report By
 CS2316  HISTORY     - 1952     MONUMENTED       CGS
 CS2316  HISTORY     - 1983     GOOD             NGS
 CS2316  HISTORY     - 19970524 GOOD             USPSQD
 CS2316  HISTORY     - 20040327 GOOD             USPSQD
 CS2316
 CS2316                          STATION DESCRIPTION
 CS2316
 CS2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS2316'1.3 MI W FROM WEATHERFORD.
 CS2316'1.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2316'AT WEATHERFORD, AT BRIDGE 278.0, 1.3 FEET NORTH OF THE NORTH STEEL
 CS2316'BAMNISTER OF THE BRIDGE, 3.5 FEET BELOW THE TOP OF THE RAILS, SET IN
 CS2316'THE TOP OF THE NORTH END OF THE MOST EASTERLY CONCRETE PIER SUPPORTING
 CS2316'THE STEEL SPAN OF THE BRIDGE.
 CS2316
 CS2316                          STATION RECOVERY (1983)
 CS2316
 CS2316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2316'RECOVERED IN GOOD CONDITION.
 CS2316
 CS2316                          STATION RECOVERY (1997)
 CS2316
 CS2316'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2316'RECOVERED IN GOOD CONDITION.
 CS2316
 CS2316                          STATION RECOVERY (2004)
 CS2316
 CS2316'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1121 ***********************************************************************
 BZ1121  DESIGNATION -  N 1300
 BZ1121  PID         -  BZ1121
 BZ1121  STATE/COUNTY-  TX/BELL
 BZ1121  USGS QUAD   -  TROY (1993)
 BZ1121
 BZ1121                         *CURRENT SURVEY CONTROL
 BZ1121  ___________________________________________________________________
 BZ1121* NAD 83(1986)-  31 08 40.     (N)    097 19 37.     (W)     SCALED    
 BZ1121* NAVD 88     -       201.349  (meters)     660.59   (feet)  ADJUSTED  
 BZ1121  ___________________________________________________________________
 BZ1121  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ1121  DYNAMIC HT  -         201.083 (meters)     659.72  (feet)  COMP
 BZ1121  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 BZ1121
 BZ1121  VERT ORDER  -  FIRST     CLASS II
 BZ1121
 BZ1121.The horizontal coordinates were scaled from a topographic map and have
 BZ1121.an estimated accuracy of +/- 6 seconds.
 BZ1121
 BZ1121.The orthometric height was determined by differential leveling
 BZ1121.and adjusted by the National Geodetic Survey in June 1991..
 BZ1121
 BZ1121.The geoid height was determined by GEOID03.
 BZ1121
 BZ1121.The dynamic height is computed by dividing the NAVD 88
 BZ1121.geopotential number by the normal gravity value computed on the
 BZ1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1121.degrees latitude (g = 980.6199 gals.).
 BZ1121
 BZ1121.The modeled gravity was interpolated from observed gravity values.
 BZ1121
 BZ1121;                    North         East    Units  Estimated Accuracy
 BZ1121;SPC TX C     - 3,167,690.      986,620.      MT  (+/- 180 meters Scaled)
 BZ1121
 BZ1121                          SUPERSEDED SURVEY CONTROL
 BZ1121
 BZ1121.No superseded survey control is available for this station.
 BZ1121
 BZ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV594468(NAD 83)
 BZ1121_MARKER: DB = BENCH MARK DISK
 BZ1121_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BZ1121_SP_SET: BRIDGE FOOTING
 BZ1121_STAMPING: N 1300 1980
 BZ1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1121
 BZ1121  HISTORY     - Date     Condition        Report By
 BZ1121  HISTORY     - 1980     MONUMENTED       NGS
 BZ1121  HISTORY     - 19910403 MARK NOT FOUND   USPSQD
 BZ1121  HISTORY     - 19950715 GOOD             USPSQD
 BZ1121  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1121  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1121
 BZ1121                          STATION DESCRIPTION
 BZ1121
 BZ1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1121'5.5 KM NE FROM TEMPLE.
 BZ1121'3.2 KM. (2.0 MI.) NORTHEAST ALONG SPUR 290 (NORTH THIRD STREET) FROM
 BZ1121'THE JUNCTION OF TEXAS HIGHWAY 53 (ADAMS AVENUE) IN TEMPLE, THENCE
 BZ1121'2.2 KM. (1.4 MI.) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BZ1121'35, IN TOP OF THE NORTHEASTERNMOST CORNER OF THE I-35 NORTHBOUND
 BZ1121'BRIDGE OVER LITTLE ELM CREEK, 8.9 M. (29.3 FT.) WEST OF THE CENTERLINE
 BZ1121'OF THE FRONTAGE ROAD, 6.8 M. (22.4 FT.) EAST OF THE CENTERLINE OF I-35
 BZ1121'NORTHBOUND, 2.2 M. (7.2 FT.) SOUTH OF THE NORTHEAST CORNER OF THE
 BZ1121'BRIDGE.  NOTE-THE DEPARTMENT OF HIGHWAY ENGINEERS STATE THAT THIS
 BZ1121'BRIDGE IS SETTING ON SOLID ROCK.
 BZ1121'THE MARK IS ABOVE LEVEL WITH THE ACCESS ROAD.
 BZ1121
 BZ1121                          STATION RECOVERY (1991)
 BZ1121
 BZ1121'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1121'MARK NOT FOUND.
 BZ1121
 BZ1121                          STATION RECOVERY (1995)
 BZ1121
 BZ1121'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1121'RECOVERED IN GOOD CONDITION.
 BZ1121
 BZ1121                          STATION RECOVERY (2001)
 BZ1121
 BZ1121'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ1121'MARK NOT FOUND.
 BZ1121
 BZ1121                          STATION RECOVERY (2003)
 BZ1121
 BZ1121'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1064 ***********************************************************************
 BZ1064  DESIGNATION -  N 1301
 BZ1064  PID         -  BZ1064
 BZ1064  STATE/COUNTY-  TX/MCLENNAN
 BZ1064  USGS QUAD   -  WEST (1979)
 BZ1064
 BZ1064                         *CURRENT SURVEY CONTROL
 BZ1064  ___________________________________________________________________
 BZ1064* NAD 83(1986)-  31 49 42.     (N)    097 05 40.     (W)     SCALED    
 BZ1064* NAVD 88     -       197.186  (meters)     646.93   (feet)  ADJUSTED  
 BZ1064  ___________________________________________________________________
 BZ1064  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BZ1064  DYNAMIC HT  -         196.941 (meters)     646.13  (feet)  COMP
 BZ1064  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 BZ1064
 BZ1064  VERT ORDER  -  FIRST     CLASS II
 BZ1064
 BZ1064.The horizontal coordinates were scaled from a topographic map and have
 BZ1064.an estimated accuracy of +/- 6 seconds.
 BZ1064
 BZ1064.The orthometric height was determined by differential leveling
 BZ1064.and adjusted by the National Geodetic Survey in June 1991..
 BZ1064
 BZ1064.The geoid height was determined by GEOID03.
 BZ1064
 BZ1064.The dynamic height is computed by dividing the NAVD 88
 BZ1064.geopotential number by the normal gravity value computed on the
 BZ1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1064.degrees latitude (g = 980.6199 gals.).
 BZ1064
 BZ1064.The modeled gravity was interpolated from observed gravity values.
 BZ1064
 BZ1064;                    North         East    Units  Estimated Accuracy
 BZ1064;SPC TX C     - 3,244,110.    1,006,570.      MT  (+/- 180 meters Scaled)
 BZ1064
 BZ1064                          SUPERSEDED SURVEY CONTROL
 BZ1064
 BZ1064.No superseded survey control is available for this station.
 BZ1064
 BZ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA803229(NAD 83)
 BZ1064_MARKER: DB = BENCH MARK DISK
 BZ1064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BZ1064_SP_SET: CULVERT HEADWALL
 BZ1064_STAMPING: N 1301 1980
 BZ1064_PROJECTION: FLUSH
 BZ1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1064+STABILITY: SURFACE MOTION
 BZ1064
 BZ1064  HISTORY     - Date     Condition        Report By
 BZ1064  HISTORY     - 1980     MONUMENTED       NGS
 BZ1064  HISTORY     - 19910511 GOOD             USPSQD
 BZ1064  HISTORY     - 19950715 GOOD             USPSQD
 BZ1064  HISTORY     - 20010317 GOOD             USPSQD
 BZ1064  HISTORY     - 20040110 GOOD             USPSQD
 BZ1064
 BZ1064                          STATION DESCRIPTION
 BZ1064
 BZ1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1064'3.1 KM NORTH FROM WEST.
 BZ1064'3.1 KM. (1.95 MI.) NORTH ALONG THE FRONTAGE ROAD, WHICH PARALLELS THE
 BZ1064'WEST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF FARM ROAD 2114 IN
 BZ1064'WEST, IN TOP AND 0.3 M. (1.0 FT.) NORTH OF THE SOUTH END OF A 90-CM.
 BZ1064'BY 90-CM. CONCRETE BOX CULVERT HEADWALL, 7.4 M. (24.3 FT.) WEST OF THE
 BZ1064'CENTERLINE OF THE FRONTAGE ROAD, 15.8 M. (51.9 FT.) SOUTHEAST OF AN
 BZ1064'UNDERGROUND TELEPHONE CABLE WARNING SIGN, 5.0 M. (16.5 FT.) EAST OF A
 BZ1064'FENCE.  NOTE-AN EXCESSIVE ATTEMPT WAS MADE IN THIS AREA TO SET A CLASS
 BZ1064'B ROD MARK. ROCK HARD SHALE WAS ENCOUNTERED AT SURFACE LEVELS,
 BZ1064'THEREFORE CULVERT HEADWALL WAS USED.
 BZ1064'THE MARK IS 5.0 METERS  E FROM A WITNESS POST.
 BZ1064'THE MARK IS 0.6 M BELOW THE ROAD.
 BZ1064
 BZ1064                          STATION RECOVERY (1991)
 BZ1064
 BZ1064'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1064'RECOVERED IN GOOD CONDITION.
 BZ1064
 BZ1064                          STATION RECOVERY (1995)
 BZ1064
 BZ1064'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1064'RECOVERED IN GOOD CONDITION.
 BZ1064
 BZ1064                          STATION RECOVERY (2001)
 BZ1064
 BZ1064'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1064'RECOVERED IN GOOD CONDITION.
 BZ1064
 BZ1064                          STATION RECOVERY (2004)
 BZ1064
 BZ1064'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1092 ***********************************************************************
 BZ1092  DESIGNATION -  N 1302
 BZ1092  PID         -  BZ1092
 BZ1092  STATE/COUNTY-  TX/MCLENNAN
 BZ1092  USGS QUAD   -  WACO WEST (1975)
 BZ1092
 BZ1092                         *CURRENT SURVEY CONTROL
 BZ1092  ___________________________________________________________________
 BZ1092* NAD 83(1986)-  31 30 35.     (N)    097 08 33.     (W)     SCALED    
 BZ1092* NAVD 88     -       151.465  (meters)     496.93   (feet)  ADJUSTED  
 BZ1092  ___________________________________________________________________
 BZ1092  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BZ1092  DYNAMIC HT  -         151.275 (meters)     496.31  (feet)  COMP
 BZ1092  MODELED GRAV-     979,381.6   (mgal)                       NAVD 88
 BZ1092
 BZ1092  VERT ORDER  -  FIRST     CLASS II
 BZ1092
 BZ1092.The horizontal coordinates were scaled from a topographic map and have
 BZ1092.an estimated accuracy of +/- 6 seconds.
 BZ1092
 BZ1092.The orthometric height was determined by differential leveling
 BZ1092.and adjusted by the National Geodetic Survey in June 1991..
 BZ1092
 BZ1092.The geoid height was determined by GEOID03.
 BZ1092
 BZ1092.The dynamic height is computed by dividing the NAVD 88
 BZ1092.geopotential number by the normal gravity value computed on the
 BZ1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1092.degrees latitude (g = 980.6199 gals.).
 BZ1092
 BZ1092.The modeled gravity was interpolated from observed gravity values.
 BZ1092
 BZ1092;                    North         East    Units  Estimated Accuracy
 BZ1092;SPC TX C     - 3,208,660.    1,003,040.      MT  (+/- 180 meters Scaled)
 BZ1092
 BZ1092                          SUPERSEDED SURVEY CONTROL
 BZ1092
 BZ1092.No superseded survey control is available for this station.
 BZ1092
 BZ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV763875(NAD 83)
 BZ1092_MARKER: DB = BENCH MARK DISK
 BZ1092_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1092_SP_SET: OVERPASS PIER
 BZ1092_STAMPING: N 1302 1980
 BZ1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1092+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1092
 BZ1092  HISTORY     - Date     Condition        Report By
 BZ1092  HISTORY     - 1980     MONUMENTED       NGS
 BZ1092  HISTORY     - 19910424 GOOD             USPSQD
 BZ1092  HISTORY     - 19950715 GOOD             USPSQD
 BZ1092  HISTORY     - 20010317 GOOD             USPSQD
 BZ1092  HISTORY     - 20031012 GOOD             USPSQD
 BZ1092  HISTORY     - 20050727 GOOD             USPSQD
 BZ1092
 BZ1092                          STATION DESCRIPTION
 BZ1092
 BZ1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1092'IN WACO.
 BZ1092'IN WACO, AT THE INTERSTATE 35 BRIDGE OVER GOVERNMENT DRIVE, SET
 BZ1092'VERTICALLY IN THE WEST FACE OF THE SOUTHWESTERNMOST CONCRETE PIER OF
 BZ1092'THE I-35 SOUTHBOUND OVERPASS, 6.6 M. (21.6 FT.) SOUTHWEST OF THE
 BZ1092'CENTERLINE OF GOVERNMENT DRIVE EASTBOUND, 35.7 M. (117 FT.)
 BZ1092'EAST-SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD ON THE WEST SIDE
 BZ1092'OF I-35, 32.0 M. (105 FT.) EAST-SOUTHEAST OF A STREET LIGHT POLE.
 BZ1092'NOTE-THE PIER IS SET INTO SHALE AT A DEPTH OF 7.6 M.
 BZ1092'THE MARK IS 1.6 M ABOVE THE DRIVE.
 BZ1092
 BZ1092                          STATION RECOVERY (1991)
 BZ1092
 BZ1092'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1092'RECOVERED IN GOOD CONDITION.
 BZ1092
 BZ1092                          STATION RECOVERY (1995)
 BZ1092
 BZ1092'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1092'RECOVERED IN GOOD CONDITION.
 BZ1092
 BZ1092                          STATION RECOVERY (2001)
 BZ1092
 BZ1092'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1092'RECOVERED IN GOOD CONDITION.
 BZ1092
 BZ1092                          STATION RECOVERY (2003)
 BZ1092
 BZ1092'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1092'GOVERNMENT DRIVE IS CALLED 'NEW ROAD' ON THE WEST SIDE OF IH35.
 BZ1092
 BZ1092                          STATION RECOVERY (2005)
 BZ1092
 BZ1092'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0771 ***********************************************************************
 BM0771  DESIGNATION -  N 1303
 BM0771  PID         -  BM0771
 BM0771  STATE/COUNTY-  TX/BELL
 BM0771  USGS QUAD   -  HOLLAND (1964)
 BM0771
 BM0771                         *CURRENT SURVEY CONTROL
 BM0771  ___________________________________________________________________
 BM0771* NAD 83(1986)-  30 53 03.     (N)    097 23 58.     (W)     SCALED    
 BM0771* NAVD 88     -       163.542  (meters)     536.55   (feet)  ADJUSTED  
 BM0771  ___________________________________________________________________
 BM0771  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BM0771  DYNAMIC HT  -         163.325 (meters)     535.84  (feet)  COMP
 BM0771  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 BM0771
 BM0771  VERT ORDER  -  FIRST     CLASS II
 BM0771
 BM0771.The horizontal coordinates were scaled from a topographic map and have
 BM0771.an estimated accuracy of +/- 6 seconds.
 BM0771
 BM0771.The orthometric height was determined by differential leveling
 BM0771.and adjusted by the National Geodetic Survey in June 1991..
 BM0771
 BM0771.The geoid height was determined by GEOID03.
 BM0771
 BM0771.The dynamic height is computed by dividing the NAVD 88
 BM0771.geopotential number by the normal gravity value computed on the
 BM0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0771.degrees latitude (g = 980.6199 gals.).
 BM0771
 BM0771.The modeled gravity was interpolated from observed gravity values.
 BM0771
 BM0771;                    North         East    Units  Estimated Accuracy
 BM0771;SPC TX C     - 3,138,670.      980,470.      MT  (+/- 180 meters Scaled)
 BM0771
 BM0771                          SUPERSEDED SURVEY CONTROL
 BM0771
 BM0771.No superseded survey control is available for this station.
 BM0771
 BM0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV529178(NAD 83)
 BM0771_MARKER: I = METAL ROD
 BM0771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0771_SP_SET: STAINLESS STEEL ROD
 BM0771_STAMPING: N 1303 1980
 BM0771_MARK LOGO: NGS   
 BM0771_PROJECTION: RECESSED 5 CENTIMETERS
 BM0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0771+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0771_ROD/PIPE-DEPTH: 5.5  meters
 BM0771
 BM0771  HISTORY     - Date     Condition        Report By
 BM0771  HISTORY     - 1980     MONUMENTED       NGS
 BM0771  HISTORY     - 1990     GOOD             USPSQD
 BM0771  HISTORY     - 20010317 GOOD             USPSQD
 BM0771  HISTORY     - 20050725 GOOD             USPSQD
 BM0771
 BM0771                          STATION DESCRIPTION
 BM0771
 BM0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0771'0.7 KM (0.45 MI) NE FROM HOLLAND.
 BM0771'0.7 KM (0.45 MI) NORTHEAST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0771'FARM ROAD 1123 IN HOLLAND, 27.4 METERS (90.0 FT) NORTHWEST OF THE
 BM0771'CENTERLINE OF THE HIGHWAY, 9.1 METERS (30.0 FT) WEST-NORTHWEST OF THE
 BM0771'CENTERLINE OF OLD HIGHWAY 95, 22.6 METERS (74.0 FT) NORTHEAST OF THE
 BM0771'CENTERLINE OF A GRAVEL ROAD LEADING NORTHWEST TO THE CHEMICAL
 BM0771'ENTERPRISES COMPANY, 15.5 METERS (52.0 FT) NORTH-NORTHEAST OF A
 BM0771'TELEPHONE JUNCTION BOX, 7.6 METERS (25.0 FT) SOUTH OF POWERLINE POLE
 BM0771'NUMBER 3579, 1.2 METERS (4.0 FT) NORTH-NORTHEAST OF POWERLINE POLE
 BM0771'NUMBER 56-1.
 BM0771'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 BM0771'THE MARK IS 0.3 M BELOW OLD HIGHWAY 95.
 BM0771
 BM0771                          STATION RECOVERY (1990)
 BM0771
 BM0771'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0771'RECOVERED IN GOOD CONDITION.
 BM0771
 BM0771                          STATION RECOVERY (2001)
 BM0771
 BM0771'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0771'RECOVERED IN GOOD CONDITION.
 BM0771
 BM0771                          STATION RECOVERY (2005)
 BM0771
 BM0771'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0796 ***********************************************************************
 BM0796  DESIGNATION -  N 1304
 BM0796  PID         -  BM0796
 BM0796  STATE/COUNTY-  TX/WILLIAMSON
 BM0796  USGS QUAD   -  ROUND ROCK (1987)
 BM0796
 BM0796                         *CURRENT SURVEY CONTROL
 BM0796  ___________________________________________________________________
 BM0796* NAD 83(1986)-  30 37 23.     (N)    097 40 49.     (W)     SCALED    
 BM0796* NAVD 88     -       233.256  (meters)     765.27   (feet)  ADJUSTED  
 BM0796  ___________________________________________________________________
 BM0796  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BM0796  DYNAMIC HT  -         232.941 (meters)     764.24  (feet)  COMP
 BM0796  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 BM0796
 BM0796  VERT ORDER  -  FIRST     CLASS II
 BM0796
 BM0796.The horizontal coordinates were scaled from a topographic map and have
 BM0796.an estimated accuracy of +/- 6 seconds.
 BM0796
 BM0796.The orthometric height was determined by differential leveling
 BM0796.and adjusted by the National Geodetic Survey in June 1991..
 BM0796
 BM0796.The geoid height was determined by GEOID03.
 BM0796
 BM0796.The dynamic height is computed by dividing the NAVD 88
 BM0796.geopotential number by the normal gravity value computed on the
 BM0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0796.degrees latitude (g = 980.6199 gals.).
 BM0796
 BM0796.The modeled gravity was interpolated from observed gravity values.
 BM0796
 BM0796;                    North         East    Units  Estimated Accuracy
 BM0796;SPC TX C     - 3,109,050.      954,320.      MT  (+/- 180 meters Scaled)
 BM0796
 BM0796                          SUPERSEDED SURVEY CONTROL
 BM0796
 BM0796.No superseded survey control is available for this station.
 BM0796
 BM0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU264885(NAD 83)
 BM0796_MARKER: I = METAL ROD
 BM0796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0796_SP_SET: STAINLESS STEEL ROD
 BM0796_STAMPING: N 1304 1980
 BM0796_MARK LOGO: NGS   
 BM0796_PROJECTION: RECESSED 3 CENTIMETERS
 BM0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0796+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0796_ROD/PIPE-DEPTH: 3.2  meters
 BM0796
 BM0796  HISTORY     - Date     Condition        Report By
 BM0796  HISTORY     - 1980     MONUMENTED       NGS
 BM0796  HISTORY     - 1990     GOOD             USPSQD
 BM0796  HISTORY     - 20050724 GOOD             USPSQD
 BM0796
 BM0796                          STATION DESCRIPTION
 BM0796
 BM0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0796'1.7 KM (1.05 MI) SOUTH FROM GEORGETOWN.
 BM0796'1.7 KM (1.05 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0796'COURTHOUSE IN GEORGETOWN, AT THE JUNCTION OF RANCH ROAD 2243,
 BM0796'15.2 METERS (51.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 BM0796'28.3 METERS (93.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 1.4 METERS
 BM0796'(4.5 FT) SOUTH OF A POWERLINE POLE, 0.9 METER (3.0 FT) SOUTH OF A
 BM0796'HIGHWAY RIGHT-OF-WAY MARKER, 0.3 METER (1.0 FT) EAST OF A CHAIN LINK
 BM0796'FENCE, 0.9 METER (3.0 FT) SOUTH OF A CORNER FENCE POST.
 BM0796'THE MARK IS 0.45 METERS  NNE FROM A WITNESS POST.
 BM0796'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BM0796
 BM0796                          STATION RECOVERY (1990)
 BM0796
 BM0796'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0796'RECOVERED IN GOOD CONDITION.
 BM0796
 BM0796                          STATION RECOVERY (2005)
 BM0796
 BM0796'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0821 ***********************************************************************
 BM0821  DESIGNATION -  N 1306
 BM0821  PID         -  BM0821
 BM0821  STATE/COUNTY-  TX/TRAVIS
 BM0821  USGS QUAD   -  AUSTIN EAST (1988)
 BM0821
 BM0821                         *CURRENT SURVEY CONTROL
 BM0821  ___________________________________________________________________
 BM0821* NAD 83(1986)-  30 19 14.     (N)    097 42 46.     (W)     SCALED    
 BM0821* NAVD 88     -       204.336  (meters)     670.39   (feet)  ADJUSTED  
 BM0821  ___________________________________________________________________
 BM0821  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BM0821  DYNAMIC HT  -         204.057 (meters)     669.48  (feet)  COMP
 BM0821  MODELED GRAV-     979,274.7   (mgal)                       NAVD 88
 BM0821
 BM0821  VERT ORDER  -  FIRST     CLASS II
 BM0821
 BM0821.The horizontal coordinates were scaled from a topographic map and have
 BM0821.an estimated accuracy of +/- 6 seconds.
 BM0821
 BM0821.The orthometric height was determined by differential leveling
 BM0821.and adjusted by the National Geodetic Survey in June 1991..
 BM0821
 BM0821.The geoid height was determined by GEOID03.
 BM0821
 BM0821.The dynamic height is computed by dividing the NAVD 88
 BM0821.geopotential number by the normal gravity value computed on the
 BM0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0821.degrees latitude (g = 980.6199 gals.).
 BM0821
 BM0821.The modeled gravity was interpolated from observed gravity values.
 BM0821
 BM0821;                    North         East    Units  Estimated Accuracy
 BM0821;SPC TX C     - 3,075,460.      952,000.      MT  (+/- 180 meters Scaled)
 BM0821
 BM0821                          SUPERSEDED SURVEY CONTROL
 BM0821
 BM0821.No superseded survey control is available for this station.
 BM0821
 BM0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU237550(NAD 83)
 BM0821_MARKER: DV = VERTICAL CONTROL DISK
 BM0821_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0821_SP_SET: OVERPASS PIER
 BM0821_STAMPING: N 1306 1980
 BM0821_MARK LOGO: NGS   
 BM0821_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0821+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BM0821
 BM0821  HISTORY     - Date     Condition        Report By
 BM0821  HISTORY     - 1980     MONUMENTED       NGS
 BM0821  HISTORY     - 1990     GOOD             USPSQD
 BM0821  HISTORY     - 19910719 GOOD             USPSQD
 BM0821  HISTORY     - 19961120 GOOD             NGS
 BM0821  HISTORY     - 20030607 GOOD             USPSQD
 BM0821  HISTORY     - 20050312 GOOD             USPSQD
 BM0821
 BM0821                          STATION DESCRIPTION
 BM0821
 BM0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0821'IN AUSTIN.
 BM0821'IN AUSTIN, AT THE JUNCTION OF RANCH ROAD 2222, AIRPORT BOULEVARD, AND
 BM0821'U.S. HIGHWAY 290, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 BM0821'NORTHEASTERNMOST SQUARE PIER OF THE HIGHWAY 290 OVERPASS OVER AIRPORT
 BM0821'BOULEVARD, 14.0 METERS (46.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 BM0821'BOULEVARD, 2.9 METERS (9.6 FT) NORTHEAST OF A METAL GUARDRAIL,
 BM0821'1.0 METER (3.4 FT) SOUTHEAST OF A METAL GUARDRAIL.  NOTE-BRIDGE PIERS
 BM0821'ARE DRILLED INTO HARD LIMESTONE AND AUSTIN CHALK.
 BM0821'THE MARK IS 1.8 M ABOVE THE GROUND.
 BM0821
 BM0821                          STATION RECOVERY (1990)
 BM0821
 BM0821'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0821'RECOVERED IN GOOD CONDITION.
 BM0821
 BM0821                          STATION RECOVERY (1991)
 BM0821
 BM0821'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0821'RECOVERED IN GOOD CONDITION.
 BM0821
 BM0821                          STATION RECOVERY (1996)
 BM0821
 BM0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BM0821'IN AUSTIN, AT THE INTERSECTION OF U.S.  HIGHWAY 290 AND AIRPORT
 BM0821'BOULEVARD, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY OF 2
 BM0821'CONCRETE COLUMNS OF THE 1ST PIER WEST OF THE EAST ABUTMENT OF THE
 BM0821'HIGHWAY OVERPASS OF THE BOULEVARD, 14.0 M (45.9 FT) EAST OF THE CENTER
 BM0821'OF THE BOULEVARD, 5.0 M (16.4 FT) NORTH OF THE CENTER OF THE HIGHWAY,
 BM0821'AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 BM0821
 BM0821                          STATION RECOVERY (2003)
 BM0821
 BM0821'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0821'RECOVERED IN GOOD CONDITION.
 BM0821
 BM0821                          STATION RECOVERY (2005)
 BM0821
 BM0821'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2449 ***********************************************************************
 AX2449  DESIGNATION -  N 1307
 AX2449  PID         -  AX2449
 AX2449  STATE/COUNTY-  TX/HAYS
 AX2449  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2449
 AX2449                         *CURRENT SURVEY CONTROL
 AX2449  ___________________________________________________________________
 AX2449* NAD 83(1986)-  29 57 40.     (N)    097 52 38.     (W)     SCALED    
 AX2449* NAVD 88     -       205.861  (meters)     675.40   (feet)  ADJUSTED  
 AX2449  ___________________________________________________________________
 AX2449  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AX2449  DYNAMIC HT  -         205.571 (meters)     674.44  (feet)  COMP
 AX2449  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 AX2449
 AX2449  VERT ORDER  -  FIRST     CLASS II
 AX2449
 AX2449.The horizontal coordinates were scaled from a topographic map and have
 AX2449.an estimated accuracy of +/- 6 seconds.
 AX2449
 AX2449.The orthometric height was determined by differential leveling
 AX2449.and adjusted by the National Geodetic Survey in June 1991..
 AX2449
 AX2449.The geoid height was determined by GEOID03.
 AX2449
 AX2449.The dynamic height is computed by dividing the NAVD 88
 AX2449.geopotential number by the normal gravity value computed on the
 AX2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2449.degrees latitude (g = 980.6199 gals.).
 AX2449
 AX2449.The modeled gravity was interpolated from observed gravity values.
 AX2449
 AX2449;                    North         East    Units  Estimated Accuracy
 AX2449;SPC TXSC     - 4,236,340.      708,370.      MT  (+/- 180 meters Scaled)
 AX2449
 AX2449                          SUPERSEDED SURVEY CONTROL
 AX2449
 AX2449.No superseded survey control is available for this station.
 AX2449
 AX2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU083150(NAD 83)
 AX2449_MARKER: I = METAL ROD
 AX2449_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AX2449+WITH SETTING: INFORMATION.
 AX2449_SP_SET: SHALLOW SET METAL ROD
 AX2449_STAMPING: N 1307 1980
 AX2449_MARK LOGO: NGS   
 AX2449_PROJECTION: FLUSH
 AX2449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2449_ROD/PIPE-DEPTH: 1.4  meters
 AX2449
 AX2449  HISTORY     - Date     Condition        Report By
 AX2449  HISTORY     - 1980     MONUMENTED       NGS
 AX2449  HISTORY     - 1990     GOOD             USPSQD
 AX2449  HISTORY     - 19930808 GOOD             USPSQD
 AX2449  HISTORY     - 19990925 GOOD             USPSQD
 AX2449  HISTORY     - 20020928 GOOD             USPSQD
 AX2449
 AX2449                          STATION DESCRIPTION
 AX2449
 AX2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2449'3.1 KM (1.95 MI) SW FROM KYLE.
 AX2449'3.1 KM (1.95 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AX2449'35 FROM THE JUNCTION OF FARM ROAD 150 IN KYLE, AT THE JUNCTION OF A
 AX2449'ROAD LEADING NORTHWEST, 12.5 METERS (41.0 FT) NORTHWEST OF THE
 AX2449'CENTERLINE OF THE FRONTAGE ROAD, 22.7 METERS (74.5 FT) SOUTHEAST OF
 AX2449'THE SOUTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 107 METERS
 AX2449'(350 FT) NORTHEAST OF THE CENTER OF THE ROAD LEADING NORTHWEST,
 AX2449'0.9 METER (3.0 FT) NORTHEAST OF A POWERLINE POLE WITH A GUY WIRE.
 AX2449'NOTE-ROD DRIVEN TO REFUSAL.
 AX2449'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 AX2449'THE MARK IS 0.9 M BELOW THE FRONTAGE ROAD.
 AX2449
 AX2449                          STATION RECOVERY (1990)
 AX2449
 AX2449'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AX2449'RECOVERED IN GOOD CONDITION.
 AX2449
 AX2449                          STATION RECOVERY (1993)
 AX2449
 AX2449'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2449'RECOVERED IN GOOD CONDITION.
 AX2449
 AX2449                          STATION RECOVERY (1999)
 AX2449
 AX2449'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2449'RECOVERED IN GOOD CONDITION.
 AX2449
 AX2449                          STATION RECOVERY (2002)
 AX2449
 AX2449'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AX2449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1559 ***********************************************************************
 AY1559  DESIGNATION -  N 1308
 AY1559  PID         -  AY1559
 AY1559  STATE/COUNTY-  TX/COMAL
 AY1559  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1559
 AY1559                         *CURRENT SURVEY CONTROL
 AY1559  ___________________________________________________________________
 AY1559* NAD 83(1986)-  29 39 50.     (N)    098 10 09.     (W)     SCALED    
 AY1559* NAVD 88     -       207.908  (meters)     682.11   (feet)  ADJUSTED  
 AY1559  ___________________________________________________________________
 AY1559  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY1559  DYNAMIC HT  -         207.608 (meters)     681.13  (feet)  COMP
 AY1559  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 AY1559
 AY1559  VERT ORDER  -  FIRST     CLASS II
 AY1559
 AY1559.The horizontal coordinates were scaled from a topographic map and have
 AY1559.an estimated accuracy of +/- 6 seconds.
 AY1559
 AY1559.The orthometric height was determined by differential leveling
 AY1559.and adjusted by the National Geodetic Survey in June 1991..
 AY1559
 AY1559.The geoid height was determined by GEOID03.
 AY1559
 AY1559.The dynamic height is computed by dividing the NAVD 88
 AY1559.geopotential number by the normal gravity value computed on the
 AY1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1559.degrees latitude (g = 980.6199 gals.).
 AY1559
 AY1559.The modeled gravity was interpolated from observed gravity values.
 AY1559
 AY1559;                    North         East    Units  Estimated Accuracy
 AY1559;SPC TXSC     - 4,203,160.      680,420.      MT  (+/- 180 meters Scaled)
 AY1559
 AY1559                          SUPERSEDED SURVEY CONTROL
 AY1559
 AY1559.No superseded survey control is available for this station.
 AY1559
 AY1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT804818(NAD 83)
 AY1559_MARKER: I = METAL ROD
 AY1559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1559_SP_SET: STAINLESS STEEL ROD
 AY1559_STAMPING: N 1308 1980
 AY1559_MARK LOGO: NGS   
 AY1559_PROJECTION: FLUSH
 AY1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1559_ROD/PIPE-DEPTH: 3.9  meters
 AY1559
 AY1559  HISTORY     - Date     Condition        Report By
 AY1559  HISTORY     - 1980     MONUMENTED       NGS
 AY1559  HISTORY     - 1989     GOOD             USPSQD
 AY1559  HISTORY     - 1990     GOOD             USPSQD
 AY1559  HISTORY     - 1990     GOOD             USPSQD
 AY1559  HISTORY     - 1991     GOOD             USPSQD
 AY1559  HISTORY     - 19930808 GOOD             USPSQD
 AY1559  HISTORY     - 19990925 GOOD             USPSQD
 AY1559  HISTORY     - 20060719 GOOD             USPSQD
 AY1559
 AY1559                          STATION DESCRIPTION
 AY1559
 AY1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1559'3.6 KM (2.25 MI) SW FROM NEW BRAUNSFELS.
 AY1559'3.6 KM (2.25 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1559'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, 0.15 KM
 AY1559'(0.1 MI) NORTHEAST OF AN EXXON SERVICE STATION AND A SMALL GROCERY
 AY1559'STORE, 12.1 METERS (39.6 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE
 AY1559'FRONTAGE ROAD, 0.3 METER (1.1 FT) SOUTHEAST OF A FENCE, 0.6 METER
 AY1559'(2.1 FT) EAST OF A CORNER FENCE POST, 0.7 METER (2.4 FT) NORTHEAST OF
 AY1559'A POWERLINE POLE WITH A TRANSFORMER, 7.3 METERS (24.0 FT)
 AY1559'SOUTH-SOUTHWEST OF THE SOUTHEAST LEG OF A BILLBOARD, 3.7 METERS
 AY1559'(12.0 FT) NORTH OF AN ABANDONED ASPHALT ROAD LEADING NORTHWEST TO A
 AY1559'FIELD.  NOTE-ROD DRIVEN TO REFUSAL.
 AY1559'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AY1559'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AY1559
 AY1559                          STATION RECOVERY (1989)
 AY1559
 AY1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1559'RECOVERED IN GOOD CONDITION.
 AY1559
 AY1559                          STATION RECOVERY (1990)
 AY1559
 AY1559'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1559'RECOVERED IN GOOD CONDITION.
 AY1559
 AY1559                          STATION RECOVERY (1990)
 AY1559
 AY1559'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1559'RECOVERED IN GOOD CONDITION.
 AY1559
 AY1559                          STATION RECOVERY (1991)
 AY1559
 AY1559'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1559'RECOVERED IN GOOD CONDITION.
 AY1559
 AY1559                          STATION RECOVERY (1993)
 AY1559
 AY1559'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1559'RECOVERED IN GOOD CONDITION.
 AY1559
 AY1559                          STATION RECOVERY (1999)
 AY1559
 AY1559'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1559'RECOVERED IN GOOD CONDITION.
 AY1559
 AY1559                          STATION RECOVERY (2006)
 AY1559
 AY1559'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2288 ***********************************************************************
 CS2288  DESIGNATION -  N 131
 CS2288  PID         -  CS2288
 CS2288  STATE/COUNTY-  TX/PARKER
 CS2288  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2288
 CS2288                         *CURRENT SURVEY CONTROL
 CS2288  ___________________________________________________________________
 CS2288* NAD 83(1986)-  32 46 18.     (N)    097 46 26.     (W)     SCALED    
 CS2288* NAVD 88     -       314.230  (meters)    1030.94   (feet)  ADJUSTED  
 CS2288  ___________________________________________________________________
 CS2288  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CS2288  DYNAMIC HT  -         313.846 (meters)    1029.68  (feet)  COMP
 CS2288  MODELED GRAV-     979,410.1   (mgal)                       NAVD 88
 CS2288
 CS2288  VERT ORDER  -  FIRST     CLASS II
 CS2288
 CS2288.The horizontal coordinates were scaled from a topographic map and have
 CS2288.an estimated accuracy of +/- 6 seconds.
 CS2288
 CS2288.The orthometric height was determined by differential leveling
 CS2288.and adjusted by the National Geodetic Survey in June 1991..
 CS2288
 CS2288.The geoid height was determined by GEOID03.
 CS2288
 CS2288.The dynamic height is computed by dividing the NAVD 88
 CS2288.geopotential number by the normal gravity value computed on the
 CS2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2288.degrees latitude (g = 980.6199 gals.).
 CS2288
 CS2288.The modeled gravity was interpolated from observed gravity values.
 CS2288
 CS2288;                    North         East    Units  Estimated Accuracy
 CS2288;SPC TXNC     - 2,122,770.      668,020.      MT  (+/- 180 meters Scaled)
 CS2288
 CS2288                          SUPERSEDED SURVEY CONTROL
 CS2288
 CS2288  NGVD 29 (??/??/92)  314.147  (m)         1030.66   (f) ADJ UNCH    1 2
 CS2288
 CS2288.Superseded values are not recommended for survey control.
 CS2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2288.See file dsdata.txt to determine how the superseded data were derived.
 CS2288
 CS2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB148266(NAD 83)
 CS2288_MARKER: DB = BENCH MARK DISK
 CS2288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2288_SP_SET: DAM WALL
 CS2288_STAMPING: N 131 1952
 CS2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2288
 CS2288  HISTORY     - Date     Condition        Report By
 CS2288  HISTORY     - 1952     MONUMENTED       CGS
 CS2288  HISTORY     - 1964     GOOD             NGS
 CS2288  HISTORY     - 19950826 GOOD             USPSQD
 CS2288  HISTORY     - 19971128 GOOD             USPSQD
 CS2288  HISTORY     - 20020317 GOOD             USPSQD
 CS2288  HISTORY     - 20040327 GOOD             USPSQD
 CS2288
 CS2288                          STATION DESCRIPTION
 CS2288
 CS2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2288'1.95 MI NE FROM WEATHERFORD.
 CS2288'0.8 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2288'WEATHERFORD, THENCE 1.15 MILES NORTHEAST ALONG DENTON ROAD, 23 FEET
 CS2288'WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE EAST END OF
 CS2288'A 6 BY 12 FT. CONCRETE DAM ACROSS A ROAD DITCH.
 CS2288
 CS2288                          STATION RECOVERY (1995)
 CS2288
 CS2288'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2288'RECOVERED IN GOOD CONDITION.
 CS2288
 CS2288                          STATION RECOVERY (1997)
 CS2288
 CS2288'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2288'RECOVERED IN GOOD CONDITION.
 CS2288
 CS2288                          STATION RECOVERY (2002)
 CS2288
 CS2288'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2288'RECOVERED IN GOOD CONDITION.
 CS2288
 CS2288                          STATION RECOVERY (2004)
 CS2288
 CS2288'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0764 ***********************************************************************
 DN0764  DESIGNATION -  N 132 RESET 1972
 DN0764  PID         -  DN0764
 DN0764  STATE/COUNTY-  TX/WISE
 DN0764  USGS QUAD   -  PECAN CREEK (1978)
 DN0764
 DN0764                         *CURRENT SURVEY CONTROL
 DN0764  ___________________________________________________________________
 DN0764* NAD 83(1986)-  33 15 11.     (N)    097 35 09.     (W)     SCALED    
 DN0764* NAVD 88     -       323.36   (meters)    1060.9    (feet)  RESET     
 DN0764  ___________________________________________________________________
 DN0764  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DN0764
 DN0764  VERT ORDER  -  THIRD
 DN0764
 DN0764.This mark is at Decatur Muni (8F7) Airport (8F7)
 DN0764
 DN0764.The horizontal coordinates were scaled from a topographic map and have
 DN0764.an estimated accuracy of +/- 6 seconds.
 DN0764
 DN0764.The orthometric height was computed from unverified reset data.
 DN0764
 DN0764.The geoid height was determined by GEOID03.
 DN0764
 DN0764;                    North         East    Units  Estimated Accuracy
 DN0764;SPC TXNC     - 2,176,290.      685,180.      MT  (+/- 180 meters Scaled)
 DN0764
 DN0764                          SUPERSEDED SURVEY CONTROL
 DN0764
 DN0764.No superseded survey control is available for this station.
 DN0764
 DN0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB317802(NAD 83)
 DN0764_MARKER: DB = BENCH MARK DISK
 DN0764_SETTING: 66 = SET IN ROCK OUTCROP
 DN0764_SP_SET: BEDROCK
 DN0764_STAMPING: N 132 RESET 1972
 DN0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0764+STABILITY: POSITION/ELEVATION WELL
 DN0764
 DN0764  HISTORY     - Date     Condition        Report By
 DN0764  HISTORY     - 1972     MONUMENTED       NGS
 DN0764
 DN0764                          STATION DESCRIPTION
 DN0764
 DN0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DN0764'1.3 MI N FROM DECATUR.
 DN0764'FROM THE CITY SQUARE IN DECATUR, GO NORTH ON FARM ROAD 730 FOR 1.2
 DN0764'MILES TO A SIDE ROAD ON THE RIGHT AND THE TEXAS NATIONAL GUARD ARMORY
 DN0764'ON THE RIGHT.  TURN RIGHT ON SURFACE ROAD LEADING TO AIRPORT AND GO
 DN0764'0.1 MILE TO MARK ON THE RIGHT.  A STANDARD BENCH MARK DISK, SET IN A
 DN0764'DRILL HOLE IN BEDROCK, THAT IS FLUSH WITH THE GROUND AND THE DISK IS
 DN0764'STAMPED N 132 RESET 1972.  IT IS 380 FEET SOUTHWEST OF THE AIRPORT
 DN0764'TOWER BEACON, 79 FEET SOUTHWEST OF A HIGH-LINE POLE, 60 FEET WEST OF A
 DN0764'TELEPHONE POLE, 17 FEET SOUTH OF THE CENTER OF SURFACE ROAD, 10 FEET
 DN0764'NORTHWEST OF THE WEST END OF GATE AND 8 FEET NORTH OF FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0045 ***********************************************************************
 DO0045  DESIGNATION -  N 133
 DO0045  PID         -  DO0045
 DO0045  STATE/COUNTY-  TX/CLAY
 DO0045  USGS QUAD   -  HENRIETTA (1984)
 DO0045
 DO0045                         *CURRENT SURVEY CONTROL
 DO0045  ___________________________________________________________________
 DO0045* NAD 83(1986)-  33 46 25.     (N)    098 08 27.     (W)     SCALED    
 DO0045* NAVD 88     -       289.849  (meters)     950.95   (feet)  ADJUSTED  
 DO0045  ___________________________________________________________________
 DO0045  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DO0045  DYNAMIC HT  -         289.528 (meters)     949.89  (feet)  COMP
 DO0045  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 DO0045
 DO0045  VERT ORDER  -  FIRST     CLASS II
 DO0045
 DO0045.The horizontal coordinates were scaled from a topographic map and have
 DO0045.an estimated accuracy of +/- 6 seconds.
 DO0045
 DO0045.The orthometric height was determined by differential leveling
 DO0045.and adjusted by the National Geodetic Survey in June 1991..
 DO0045
 DO0045.The geoid height was determined by GEOID03.
 DO0045
 DO0045.The dynamic height is computed by dividing the NAVD 88
 DO0045.geopotential number by the normal gravity value computed on the
 DO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0045.degrees latitude (g = 980.6199 gals.).
 DO0045
 DO0045.The modeled gravity was interpolated from observed gravity values.
 DO0045
 DO0045;                    North         East    Units  Estimated Accuracy
 DO0045;SPC TXNC     - 2,233,700.      633,270.      MT  (+/- 180 meters Scaled)
 DO0045
 DO0045                          SUPERSEDED SURVEY CONTROL
 DO0045
 DO0045  NGVD 29 (??/??/92)  289.783  (m)          950.73   (f) ADJ UNCH    1 2
 DO0045
 DO0045.Superseded values are not recommended for survey control.
 DO0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0045.See file dsdata.txt to determine how the superseded data were derived.
 DO0045
 DO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC795373(NAD 83)
 DO0045_MARKER: DB = BENCH MARK DISK
 DO0045_SETTING: 80 = SET IN A BOULDER
 DO0045_SP_SET: BOULDER
 DO0045_STAMPING: 50.730 N 133 1933
 DO0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0045+STABILITY: SURFACE MOTION
 DO0045
 DO0045  HISTORY     - Date     Condition        Report By
 DO0045  HISTORY     - 1933     MONUMENTED       CGS
 DO0045  HISTORY     - 1950     GOOD             NGS
 DO0045  HISTORY     - 1979     MARK NOT FOUND   USGS
 DO0045  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0045
 DO0045                          STATION DESCRIPTION
 DO0045
 DO0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0045'4.4 MI SE FROM HENRIETTA.
 DO0045'4.4 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0045'HENRIETTA, CLAY, COUNTY, AT MILEAGE 91.65, 300 FEET NORTHEAST OF A
 DO0045'SERVICE STATION, 130 FEET NORTHWEST OF A ROAD CROSSING, 35 FEET
 DO0045'NORTHEAST OF THE CENTERLINE OF THE TRACK, IN A BOULDER, AND 1 FOOT
 DO0045'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 950.73 N 133 1933.
 DO0045'NOTE-- THE SERVICE STATION IS NOW GONE.
 DO0045
 DO0045                          STATION RECOVERY (1979)
 DO0045
 DO0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 DO0045'MARK NOT FOUND.
 DO0045
 DO0045                          STATION RECOVERY (1984)
 DO0045
 DO0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0045'THERE HAS BEEN ROAD CONSTRUCTION AND EXTENSIVE GRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0381 ***********************************************************************
 EM0381  DESIGNATION -  N 134
 EM0381  PID         -  EM0381
 EM0381  STATE/COUNTY-  TX/HARDEMAN
 EM0381  USGS QUAD   -  GOODLETT (1990)
 EM0381
 EM0381                         *CURRENT SURVEY CONTROL
 EM0381  ___________________________________________________________________
 EM0381* NAD 83(1986)-  34 21 00.     (N)    099 57 12.     (W)     SCALED    
 EM0381* NAVD 88     -       510.690  (meters)    1675.49   (feet)  ADJUSTED  
 EM0381  ___________________________________________________________________
 EM0381  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EM0381  DYNAMIC HT  -         510.113 (meters)    1673.60  (feet)  COMP
 EM0381  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 EM0381
 EM0381  VERT ORDER  -  FIRST     CLASS II
 EM0381
 EM0381.The horizontal coordinates were scaled from a topographic map and have
 EM0381.an estimated accuracy of +/- 6 seconds.
 EM0381
 EM0381.The orthometric height was determined by differential leveling
 EM0381.and adjusted by the National Geodetic Survey in June 1991..
 EM0381.WARNING-Repeat measurements at this control monument indicate possible
 EM0381.vertical movement.
 EM0381
 EM0381.The geoid height was determined by GEOID03.
 EM0381
 EM0381.The dynamic height is computed by dividing the NAVD 88
 EM0381.geopotential number by the normal gravity value computed on the
 EM0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0381.degrees latitude (g = 980.6199 gals.).
 EM0381
 EM0381.The modeled gravity was interpolated from observed gravity values.
 EM0381
 EM0381;                    North         East    Units  Estimated Accuracy
 EM0381;SPC TXNC     - 2,298,510.      466,270.      MT  (+/- 180 meters Scaled)
 EM0381
 EM0381                          SUPERSEDED SURVEY CONTROL
 EM0381
 EM0381  NGVD 29 (??/??/92)  510.432  (m)         1674.64   (f) ADJ UNCH    1 2
 EM0381
 EM0381.Superseded values are not recommended for survey control.
 EM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0381.See file dsdata.txt to determine how the superseded data were derived.
 EM0381
 EM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD123013(NAD 83)
 EM0381_MARKER: DB = BENCH MARK DISK
 EM0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0381_STAMPING: N 134 1933 1674.642
 EM0381_MARK LOGO: CGS   
 EM0381_PROJECTION: PROJECTING 2 CENTIMETERS
 EM0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0381+STABILITY: SURFACE MOTION
 EM0381
 EM0381  HISTORY     - Date     Condition        Report By
 EM0381  HISTORY     - 1933     MONUMENTED       CGS
 EM0381  HISTORY     - 1933     GOOD             NGS
 EM0381  HISTORY     - 1967     GOOD             NGS
 EM0381  HISTORY     - 1984     GOOD             NGS
 EM0381
 EM0381                          STATION DESCRIPTION
 EM0381
 EM0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0381'3.8 MI NW FROM GOODLETT.
 EM0381'3.8 MILES NORTHWEST OF 175 FEET EAST OF SIDING SWITCH AT MILEAGE
 EM0381'204.6, 33 FEET NORTH OF CENTER OF TRACK.
 EM0381
 EM0381                          STATION RECOVERY (1967)
 EM0381
 EM0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EM0381'RECOVERED IN GOOD CONDITION.
 EM0381
 EM0381                          STATION RECOVERY (1984)
 EM0381
 EM0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0381'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.9 KM
 EM0381'(12.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EM0381'STATE HIGHWAY 6 IN QUANAH, THENCE 1.0 KM (0.6 MI) WEST ALONG THE
 EM0381'BURLINGTON NORTHERN RAILROAD, 10.4 M (34.1 FT) NORTH OF THE NEAR RAIL,
 EM0381'AND 1.9 M (6.2 FT) SOUTH OF THE CENTER OF A DIRT ROAD.
 EM0381'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 EM0381'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0172 ***********************************************************************
 EN0172  DESIGNATION -  N 135
 EN0172  PID         -  EN0172
 EN0172  STATE/COUNTY-  TX/DONLEY
 EN0172  USGS QUAD   -  GILES (1982)
 EN0172
 EN0172                         *CURRENT SURVEY CONTROL
 EN0172  ___________________________________________________________________
 EN0172* NAD 83(1986)-  34 48 05.     (N)    100 34 52.     (W)     SCALED    
 EN0172* NAVD 88     -       700.485  (meters)    2298.17   (feet)  ADJUSTED  
 EN0172  ___________________________________________________________________
 EN0172  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EN0172  DYNAMIC HT  -         699.698 (meters)    2295.59  (feet)  COMP
 EN0172  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 EN0172
 EN0172  VERT ORDER  -  FIRST     CLASS II
 EN0172
 EN0172.The horizontal coordinates were scaled from a topographic map and have
 EN0172.an estimated accuracy of +/- 6 seconds.
 EN0172
 EN0172.The orthometric height was determined by differential leveling
 EN0172.and adjusted by the National Geodetic Survey in June 1991..
 EN0172
 EN0172.The geoid height was determined by GEOID03.
 EN0172
 EN0172.The dynamic height is computed by dividing the NAVD 88
 EN0172.geopotential number by the normal gravity value computed on the
 EN0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0172.degrees latitude (g = 980.6199 gals.).
 EN0172
 EN0172.The modeled gravity was interpolated from observed gravity values.
 EN0172
 EN0172;                    North         East    Units  Estimated Accuracy
 EN0172;SPC TX N     - 1,089,300.      284,080.      MT  (+/- 180 meters Scaled)
 EN0172
 EN0172                          SUPERSEDED SURVEY CONTROL
 EN0172
 EN0172  NGVD 29 (??/??/92)  700.158  (m)         2297.10   (f) ADJ UNCH    1 2
 EN0172
 EN0172.Superseded values are not recommended for survey control.
 EN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0172.See file dsdata.txt to determine how the superseded data were derived.
 EN0172
 EN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD553521(NAD 83)
 EN0172_MARKER: DB = BENCH MARK DISK
 EN0172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EN0172_STAMPING: N 135 1933 2297.102
 EN0172_MARK LOGO: CGS   
 EN0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0172+STABILITY: SURFACE MOTION
 EN0172
 EN0172  HISTORY     - Date     Condition        Report By
 EN0172  HISTORY     - 1933     MONUMENTED       CGS
 EN0172  HISTORY     - 1933     GOOD             NGS
 EN0172  HISTORY     - 1962     MARK NOT FOUND   NGS
 EN0172  HISTORY     - 1984     GOOD             NGS
 EN0172
 EN0172                          STATION DESCRIPTION
 EN0172
 EN0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0172'1.4 M SE FROM GILES.
 EN0172'AT MILEAGE 256.92, SET IN NORTHWEST CORNER OF SOUTHWEST HEADWALL OF
 EN0172'CONCRETE CULVERT.
 EN0172
 EN0172                          STATION RECOVERY (1962)
 EN0172
 EN0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EN0172'MARK NOT FOUND.
 EN0172
 EN0172                          STATION RECOVERY (1984)
 EN0172
 EN0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0172'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.9 KM
 EN0172'(6.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EN0172'STATE HIGHWAY 256 IN MEMPHIS, 0.2 KM (0.1 MI) SOUTHEAST OF RAILROAD
 EN0172'MILEPOST 257, IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL
 EN0172'OF AN 18- BY 18-FOOT BOX CULVERT UNDER THE BURLINGTON NORTHERN
 EN0172'RAILROAD, 174.3 M (571.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 EN0172'NORTHWEST BOUND LANES OF THE HIGHWAY, AND 15.3 M (50.2 FT) SOUTH OF
 EN0172'THE NEAR RAIL.
 EN0172'THE MARK IS 9.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0073 ***********************************************************************
 GK0073  DESIGNATION -  N 136
 GK0073  PID         -  GK0073
 GK0073  STATE/COUNTY-  TX/OCHILTREE
 GK0073  USGS QUAD   -  PERRYTON (1973)
 GK0073
 GK0073                         *CURRENT SURVEY CONTROL
 GK0073  ___________________________________________________________________
 GK0073* NAD 83(1986)-  36 23 43.     (N)    100 48 33.     (W)     SCALED    
 GK0073* NAVD 88     -       897.334  (meters)    2944.00   (feet)  ADJUSTED  
 GK0073  ___________________________________________________________________
 GK0073  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GK0073  DYNAMIC HT  -         896.396 (meters)    2940.93  (feet)  COMP
 GK0073  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 GK0073
 GK0073  VERT ORDER  -  FIRST     CLASS II
 GK0073
 GK0073.The horizontal coordinates were scaled from a topographic map and have
 GK0073.an estimated accuracy of +/- 6 seconds.
 GK0073
 GK0073.The orthometric height was determined by differential leveling
 GK0073.and adjusted by the National Geodetic Survey in June 1991..
 GK0073
 GK0073.The geoid height was determined by GEOID03.
 GK0073
 GK0073.The dynamic height is computed by dividing the NAVD 88
 GK0073.geopotential number by the normal gravity value computed on the
 GK0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0073.degrees latitude (g = 980.6199 gals.).
 GK0073
 GK0073.The modeled gravity was interpolated from observed gravity values.
 GK0073
 GK0073;                    North         East    Units  Estimated Accuracy
 GK0073;SPC TX N     - 1,265,960.      261,980.      MT  (+/- 180 meters Scaled)
 GK0073
 GK0073                          SUPERSEDED SURVEY CONTROL
 GK0073
 GK0073  NGVD 29 (??/??/92)  896.955  (m)         2942.76   (f) ADJ UNCH    1 2
 GK0073
 GK0073.Superseded values are not recommended for survey control.
 GK0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0073.See file dsdata.txt to determine how the superseded data were derived.
 GK0073
 GK0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF377293(NAD 83)
 GK0073_MARKER: DB = BENCH MARK DISK
 GK0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0073_SP_SET: FLAG POLE BASE
 GK0073_STAMPING: N-136 1934
 GK0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0073+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 GK0073
 GK0073  HISTORY     - Date     Condition        Report By
 GK0073  HISTORY     - 1934     MONUMENTED       CGS
 GK0073  HISTORY     - 1934     GOOD             NGS
 GK0073  HISTORY     - 20040927 GOOD             LOCENG
 GK0073
 GK0073                          STATION DESCRIPTION
 GK0073
 GK0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0073'IN PERRYTON.
 GK0073'AT PERRYTON.  66 FEET EAST OF THE EAST ENTRANCE TO THE PERRYTON PUBLIC
 GK0073'SCHOOL 6 FEET WEST OF THE SIDEWALK ON SOUTHWEST FIFTH STREET. IN NORTH
 GK0073'BASE ONE FOOT OF FLAG POLE.  STANDARD DISK SET ON CONCRETE FLAG POLE
 GK0073'BASE.
 GK0073
 GK0073                          STATION RECOVERY (2004)
 GK0073
 GK0073'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2004 (MFM)
 GK0073'FOUND IN GOOD CONDITION, UPDATED DIRECTIONS ARE AS FOLLOWS. INLINE
 GK0073'WITH THE EXTENDED CENTER OF 5TH ST, 41 FEET WEST OF WEST CURB OF S.
 GK0073'ETON ST. IN CENTER OF SIDEWALK LEADING TO EAST ENTRANCE TO SCHOOL
 GK0073'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0040 ***********************************************************************
 GK0040  DESIGNATION -  N 137
 GK0040  PID         -  GK0040
 GK0040  STATE/COUNTY-  TX/HEMPHILL
 GK0040  USGS QUAD   -  LIPSCOMB SW (1972)
 GK0040
 GK0040                         *CURRENT SURVEY CONTROL
 GK0040  ___________________________________________________________________
 GK0040* NAD 83(1986)-  36 01 34.     (N)    100 29 21.     (W)     SCALED    
 GK0040* NAVD 88     -       777.157  (meters)    2549.72   (feet)  ADJUSTED  
 GK0040  ___________________________________________________________________
 GK0040  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GK0040  DYNAMIC HT  -         776.327 (meters)    2547.00  (feet)  COMP
 GK0040  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 GK0040
 GK0040  VERT ORDER  -  FIRST     CLASS II
 GK0040
 GK0040.The horizontal coordinates were scaled from a topographic map and have
 GK0040.an estimated accuracy of +/- 6 seconds.
 GK0040
 GK0040.The orthometric height was determined by differential leveling
 GK0040.and adjusted by the National Geodetic Survey in June 1991..
 GK0040
 GK0040.The geoid height was determined by GEOID03.
 GK0040
 GK0040.The dynamic height is computed by dividing the NAVD 88
 GK0040.geopotential number by the normal gravity value computed on the
 GK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0040.degrees latitude (g = 980.6199 gals.).
 GK0040
 GK0040.The modeled gravity was interpolated from observed gravity values.
 GK0040
 GK0040;                    North         East    Units  Estimated Accuracy
 GK0040;SPC TX N     - 1,225,240.      291,110.      MT  (+/- 180 meters Scaled)
 GK0040
 GK0040                          SUPERSEDED SURVEY CONTROL
 GK0040
 GK0040  NGVD 29 (??/??/92)  776.801  (m)         2548.55   (f) ADJ UNCH    1 2
 GK0040
 GK0040.Superseded values are not recommended for survey control.
 GK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0040.See file dsdata.txt to determine how the superseded data were derived.
 GK0040
 GK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE658878(NAD 83)
 GK0040_MARKER: DB = BENCH MARK DISK
 GK0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0040_STAMPING: N-137 1934
 GK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0040+STABILITY: SURFACE MOTION
 GK0040
 GK0040  HISTORY     - Date     Condition        Report By
 GK0040  HISTORY     - 1934     MONUMENTED       CGS
 GK0040  HISTORY     - 1941     GOOD             NGS
 GK0040
 GK0040                          STATION DESCRIPTION
 GK0040
 GK0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0040'12.3 MI NW FROM CANADIAN.
 GK0040'12.3 MILES NORTHWEST OF AT AND SF DEPOT,  AT CANADIAN 0.3 MILE
 GK0040'SOUTHEAST OF 50 FOOT CONCRETE HIGHWAY BRIDGE OVER SMALL DRY CREEK BED.
 GK0040'60 FEET NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 83 UNDER
 GK0040'CONSTRUCTION.  ONE FOOT NORTH OF EAST AND WEST SECTION LINE FENCE.
 GK0040
 GK0040                          STATION RECOVERY (1941)
 GK0040
 GK0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 GK0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0041 ***********************************************************************
 GK0041  DESIGNATION -  N 137 RESET 1963
 GK0041  PID         -  GK0041
 GK0041  STATE/COUNTY-  TX/HEMPHILL
 GK0041  USGS QUAD   -  LIPSCOMB SW (1972)
 GK0041
 GK0041                         *CURRENT SURVEY CONTROL
 GK0041  ___________________________________________________________________
 GK0041* NAD 83(1986)-  36 01 34.     (N)    100 29 21.     (W)     SCALED    
 GK0041* NAVD 88     -       777.32   (+/-2cm)    2550.3    (feet)  VERTCON   
 GK0041  ___________________________________________________________________
 GK0041  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GK0041
 GK0041  VERT ORDER  -  THIRD (See Below)
 GK0041
 GK0041.The horizontal coordinates were scaled from a topographic map and have
 GK0041.an estimated accuracy of +/- 6 seconds.
 GK0041
 GK0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0041.The vertical order pertains to the NGVD 29 superseded value.
 GK0041
 GK0041.The geoid height was determined by GEOID03.
 GK0041
 GK0041;                    North         East    Units  Estimated Accuracy
 GK0041;SPC TX N     - 1,225,240.      291,110.      MT  (+/- 180 meters Scaled)
 GK0041
 GK0041                          SUPERSEDED SURVEY CONTROL
 GK0041
 GK0041  NGVD 29 (01/29/03)  776.96   (m)         2549.1    (f) RESET       3  
 GK0041
 GK0041.Superseded values are not recommended for survey control.
 GK0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0041.See file dsdata.txt to determine how the superseded data were derived.
 GK0041
 GK0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE658878(NAD 83)
 GK0041_MARKER: DB = BENCH MARK DISK
 GK0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0041_STAMPING: N 137 RESET 1963
 GK0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0041+STABILITY: SURFACE MOTION
 GK0041
 GK0041  HISTORY     - Date     Condition        Report By
 GK0041  HISTORY     - 1963     MONUMENTED       CGS
 GK0041
 GK0041                          STATION DESCRIPTION
 GK0041
 GK0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GK0041'2.2 MI N FROM CANADIAN.
 GK0041'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAYS 60 AND 83 FROM THE JUNCTION
 GK0041'OF FARM ROAD 2388 AND U.S. HIGHWAYS 60 AND 83 IN CANADIAN, HEMPHILL
 GK0041'COUNTY, THENCE 12.4 MILES NORTHWEST ALONG U.S. HIGHWAY 83 TO BENCH
 GK0041'MARK ON THE RIGHT, 63 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 GK0041'HIGHWAY 83, 3 FEET SOUTHWEST OF A T-FENCE CORNER, AND 2 FEET WEST OF A
 GK0041'METAL WITNESS POST.  IT IS AT TEXAS HIGHWAY DEPARTMENT STATION 124+1.
 GK0041'A STANDARD DISK STAMPED N 137 RESET 1963, SET IN A 10 X 10 IN.
 GK0041'CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1504 ***********************************************************************
 AY1504  DESIGNATION -  N 1377
 AY1504  PID         -  AY1504
 AY1504  STATE/COUNTY-  TX/BEXAR
 AY1504  USGS QUAD   -  ELMENDORF (1992)
 AY1504
 AY1504                         *CURRENT SURVEY CONTROL
 AY1504  ___________________________________________________________________
 AY1504* NAD 83(1986)-  29 15 34.     (N)    098 20 48.     (W)     SCALED    
 AY1504* NAVD 88     -       163.279  (meters)     535.69   (feet)  ADJUSTED  
 AY1504  ___________________________________________________________________
 AY1504  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY1504  DYNAMIC HT  -         163.044 (meters)     534.92  (feet)  COMP
 AY1504  MODELED GRAV-     979,202.9   (mgal)                       NAVD 88
 AY1504
 AY1504  VERT ORDER  -  FIRST     CLASS II
 AY1504
 AY1504.The horizontal coordinates were scaled from a topographic map and have
 AY1504.an estimated accuracy of +/- 6 seconds.
 AY1504
 AY1504.The orthometric height was determined by differential leveling
 AY1504.and adjusted by the National Geodetic Survey in June 1991..
 AY1504
 AY1504.The geoid height was determined by GEOID03.
 AY1504
 AY1504.The dynamic height is computed by dividing the NAVD 88
 AY1504.geopotential number by the normal gravity value computed on the
 AY1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1504.degrees latitude (g = 980.6199 gals.).
 AY1504
 AY1504.The modeled gravity was interpolated from observed gravity values.
 AY1504
 AY1504;                    North         East    Units  Estimated Accuracy
 AY1504;SPC TXSC     - 4,158,230.      663,490.      MT  (+/- 180 meters Scaled)
 AY1504
 AY1504                          SUPERSEDED SURVEY CONTROL
 AY1504
 AY1504.No superseded survey control is available for this station.
 AY1504
 AY1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT634369(NAD 83)
 AY1504_MARKER: I = METAL ROD
 AY1504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1504_SP_SET: STAINLESS STEEL ROD
 AY1504_STAMPING: N 1377 1980
 AY1504_MARK LOGO: NGS   
 AY1504_PROJECTION: RECESSED 6 CENTIMETERS
 AY1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1504_ROD/PIPE-DEPTH: 5.5  meters
 AY1504
 AY1504  HISTORY     - Date     Condition        Report By
 AY1504  HISTORY     - 1980     MONUMENTED       NGS
 AY1504  HISTORY     - 19991103 GOOD             USPSQD
 AY1504  HISTORY     - 20040227 GOOD             USPSQD
 AY1504
 AY1504                          STATION DESCRIPTION
 AY1504
 AY1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1504'1.6 KM (1.0 MI) NW FROM ELMENDORF.
 AY1504'1.6 KM (1.0 MI) NORTHWEST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1504'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT A WHITE HOUSE OWNED BY B.
 AY1504'MARTINEZ, 9.6 METERS (31.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AY1504'THE ROAD, 31.7 METERS (104 FT) WEST-NORTHWEST OF THE CENTERLINE OF A
 AY1504'DRIVE, 10.4 METERS (34.1 FT) WEST-NORTHWEST OF A CORNER FENCE POST,
 AY1504'5.9 METERS (19.3 FT) WEST-NORTHWEST OF POWERLINE POLE NUMBER 518 WITH
 AY1504'A TRANSFORMER, 5.8 METERS (17.7 FT) WEST-NORTHWEST OF AN UNDERGROUND
 AY1504'TELEPHONE CABLE JUNCTION BOX, 0.3 METER (1.0 FT) NORTH-NORTHEAST OF A
 AY1504'FENCE.
 AY1504'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 AY1504'THE MARK IS 0.6 M BELOW THE ROAD..
 AY1504
 AY1504                          STATION RECOVERY (1999)
 AY1504
 AY1504'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1504'RECOVERED IN GOOD CONDITION.
 AY1504
 AY1504                          STATION RECOVERY (2004)
 AY1504
 AY1504'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1962 ***********************************************************************
 AN1962  DESIGNATION -  N 1378
 AN1962  PID         -  AN1962
 AN1962  STATE/COUNTY-  TX/KARNES
 AN1962  USGS QUAD   -  KARNES CITY (1987)
 AN1962
 AN1962                         *CURRENT SURVEY CONTROL
 AN1962  ___________________________________________________________________
 AN1962* NAD 83(1986)-  28 56 48.     (N)    097 58 42.     (W)     SCALED    
 AN1962* NAVD 88     -        92.494  (meters)     303.46   (feet)  ADJUSTED  
 AN1962  ___________________________________________________________________
 AN1962  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AN1962  DYNAMIC HT  -          92.360 (meters)     303.02  (feet)  COMP
 AN1962  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 AN1962
 AN1962  VERT ORDER  -  FIRST     CLASS II
 AN1962
 AN1962.The horizontal coordinates were scaled from a topographic map and have
 AN1962.an estimated accuracy of +/- 6 seconds.
 AN1962
 AN1962.The orthometric height was determined by differential leveling
 AN1962.and adjusted by the National Geodetic Survey in June 1991..
 AN1962
 AN1962.The geoid height was determined by GEOID03.
 AN1962
 AN1962.The dynamic height is computed by dividing the NAVD 88
 AN1962.geopotential number by the normal gravity value computed on the
 AN1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1962.degrees latitude (g = 980.6199 gals.).
 AN1962
 AN1962.The modeled gravity was interpolated from observed gravity values.
 AN1962
 AN1962;                    North         East    Units  Estimated Accuracy
 AN1962;SPC TXSC     - 4,123,820.      699,590.      MT  (+/- 180 meters Scaled)
 AN1962
 AN1962                          SUPERSEDED SURVEY CONTROL
 AN1962
 AN1962.No superseded survey control is available for this station.
 AN1962
 AN1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT995025(NAD 83)
 AN1962_MARKER: I = METAL ROD
 AN1962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1962_SP_SET: STAINLESS STEEL ROD
 AN1962_STAMPING: N 1378 1981
 AN1962_MARK LOGO: NGS   
 AN1962_PROJECTION: RECESSED 8 CENTIMETERS
 AN1962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1962_ROD/PIPE-DEPTH: 7.3  meters
 AN1962
 AN1962  HISTORY     - Date     Condition        Report By
 AN1962  HISTORY     - 1981     MONUMENTED       NGS
 AN1962
 AN1962                          STATION DESCRIPTION
 AN1962
 AN1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1962'5.6 KM (3.5 MI) SE FROM FALLS CITY.
 AN1962'5.6 KM (3.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1962'FARM ROAD 791 IN FALLS CITY, AT A DRIVE AND METAL CATTLE GUARD LEADING
 AN1962'WEST TO A YELLOW BRICK HOUSE, 27.7 METERS (91.0 FT) SOUTHWEST OF THE
 AN1962'CENTERLINE OF THE HIGHWAY, 37.5 METERS (123.5 FT) SOUTHEAST OF A
 AN1962'POWERLINE POLE, 39.0 METERS (128.5 FT) NORTH-NORTHWEST OF THE NORTH
 AN1962'CORNER OF A CHAIN LINK FENCE AROUND A PIPELINE CONTROL VALVE,
 AN1962'2.0 METERS (6.5 FT) SOUTHEAST OF THE SOUTHEAST END OF THE
 AN1962'NORTHWESTERNMOST RAIL OF THE CATTLE GUARD, 6.7 METERS (22.0 FT)
 AN1962'WEST-NORTHWEST OF THE EAST-SOUTHEAST CORNER FENCE POST, 0.3 METER
 AN1962'(1.0 FT) NORTHWEST OF A WIRE FENCE.
 AN1962'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 AN1962'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1526 ***********************************************************************
 AY1526  DESIGNATION -  N 1379
 AY1526  PID         -  AY1526
 AY1526  STATE/COUNTY-  TX/BEXAR
 AY1526  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1526
 AY1526                         *CURRENT SURVEY CONTROL
 AY1526  ___________________________________________________________________
 AY1526* NAD 83(1986)-  29 27 00.     (N)    098 25 24.     (W)     SCALED    
 AY1526* NAVD 88     -       188.988  (meters)     620.04   (feet)  ADJUSTED  
 AY1526  ___________________________________________________________________
 AY1526  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AY1526  DYNAMIC HT  -         188.713 (meters)     619.14  (feet)  COMP
 AY1526  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AY1526
 AY1526  VERT ORDER  -  FIRST     CLASS II
 AY1526
 AY1526.The horizontal coordinates were scaled from a topographic map and have
 AY1526.an estimated accuracy of +/- 6 seconds.
 AY1526
 AY1526.The orthometric height was determined by differential leveling
 AY1526.and adjusted by the National Geodetic Survey in June 1991..
 AY1526
 AY1526.The geoid height was determined by GEOID03.
 AY1526
 AY1526.The dynamic height is computed by dividing the NAVD 88
 AY1526.geopotential number by the normal gravity value computed on the
 AY1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1526.degrees latitude (g = 980.6199 gals.).
 AY1526
 AY1526.The modeled gravity was interpolated from observed gravity values.
 AY1526
 AY1526;                    North         East    Units  Estimated Accuracy
 AY1526;SPC TXSC     - 4,179,310.      655,940.      MT  (+/- 180 meters Scaled)
 AY1526
 AY1526                          SUPERSEDED SURVEY CONTROL
 AY1526
 AY1526.No superseded survey control is available for this station.
 AY1526
 AY1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT559579(NAD 83)
 AY1526_MARKER: DB = BENCH MARK DISK
 AY1526_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1526_SP_SET: BRIDGE PIER
 AY1526_STAMPING: N 1379 1980
 AY1526_MARK LOGO: NGS   
 AY1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1526
 AY1526  HISTORY     - Date     Condition        Report By
 AY1526  HISTORY     - 1980     MONUMENTED       NGS
 AY1526  HISTORY     - 1989     GOOD             USPSQD
 AY1526  HISTORY     - 19990213 GOOD             USPSQD
 AY1526
 AY1526                          STATION DESCRIPTION
 AY1526
 AY1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1526'IN SAN ANTONIO.
 AY1526'IN SAN ANTONIO, 1.0 KM (0.6 MI) SOUTHWEST ALONG INTERSTATE 35
 AY1526'SOUTHBOUND FROM THE JUNCTION OF INTERSTATE 410 EAST, 4.3 KM (2.6 MI)
 AY1526'EAST ALONG INTERSTATE HIGHWAY 35 FROM THE NEW BRAUNFELS AVENUE EXIT,
 AY1526'SET VERTICALLY IN THE NORTHWEST FACE OF THE SIXTH CONCRETE PIER
 AY1526'SOUTHWEST OF THE NORTHWESTERNMOST PIER OF THE INTERSTATE 35 SOUTHBOUND
 AY1526'BRIDGE OVER SALADO CREEK, 28.7 METERS (94.0 FT) SOUTHEAST OF THE
 AY1526'CENTERLINE OF THE NORTH FRONTAGE ROAD OF THE INTERSTATE, 3.0 METERS
 AY1526'(10.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF SALADO CREEK, 22.9 METERS
 AY1526'(75.0 FT) SOUTHEAST OF THE NORTHEAST END OF A METAL GUARDRAIL.
 AY1526'NOTE-PIERS ARE DRILLED INTO HARD SHALE.
 AY1526'THE MARK IS 1.5 M ABOVE THE GROUND.
 AY1526
 AY1526                          STATION RECOVERY (1989)
 AY1526
 AY1526'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1526'RECOVERED IN GOOD CONDITION.
 AY1526
 AY1526                          STATION RECOVERY (1999)
 AY1526
 AY1526'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0412 ***********************************************************************
 FM0412  DESIGNATION -  N 138
 FM0412  PID         -  FM0412
 FM0412  STATE/COUNTY-  TX/OLDHAM
 FM0412  USGS QUAD   -  MOSER RANCH (1981)
 FM0412
 FM0412                         *CURRENT SURVEY CONTROL
 FM0412  ___________________________________________________________________
 FM0412* NAD 83(1986)-  35 11 48.     (N)    102 57 07.     (W)     SCALED    
 FM0412* NAVD 88     -      1183.207  (meters)    3881.91   (feet)  ADJUSTED  
 FM0412  ___________________________________________________________________
 FM0412  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 FM0412  DYNAMIC HT  -        1181.769 (meters)    3877.19  (feet)  COMP
 FM0412  MODELED GRAV-     979,378.3   (mgal)                       NAVD 88
 FM0412
 FM0412  VERT ORDER  -  SECOND    CLASS 0
 FM0412
 FM0412.The horizontal coordinates were scaled from a topographic map and have
 FM0412.an estimated accuracy of +/- 6 seconds.
 FM0412
 FM0412.The orthometric height was determined by differential leveling
 FM0412.and adjusted by the National Geodetic Survey in June 1991..
 FM0412
 FM0412.The geoid height was determined by GEOID03.
 FM0412
 FM0412.The dynamic height is computed by dividing the NAVD 88
 FM0412.geopotential number by the normal gravity value computed on the
 FM0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0412.degrees latitude (g = 980.6199 gals.).
 FM0412
 FM0412.The modeled gravity was interpolated from observed gravity values.
 FM0412
 FM0412;                    North         East    Units  Estimated Accuracy
 FM0412;SPC TX N     - 1,133,730.       67,790.      MT  (+/- 180 meters Scaled)
 FM0412
 FM0412                          SUPERSEDED SURVEY CONTROL
 FM0412
 FM0412  NGVD 29 (??/??/92) 1182.662  (m)         3880.12   (f) ADJ UNCH    2 0
 FM0412
 FM0412.Superseded values are not recommended for survey control.
 FM0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0412.See file dsdata.txt to determine how the superseded data were derived.
 FM0412
 FM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU864967(NAD 83)
 FM0412_MARKER: DB = BENCH MARK DISK
 FM0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0412_STAMPING: N 138 1934
 FM0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0412+STABILITY: SURFACE MOTION
 FM0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0412+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 FM0412
 FM0412  HISTORY     - Date     Condition        Report By
 FM0412  HISTORY     - 1934     MONUMENTED       CGS
 FM0412  HISTORY     - 1966     GOOD             USGS
 FM0412  HISTORY     - 20060119 GOOD             BOHAN
 FM0412
 FM0412                          STATION DESCRIPTION
 FM0412
 FM0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0412'5.0 MI E FROM GLENRIO.
 FM0412'5.0 MILES EAST OF ROCK ISLAND RR DEPOT AT GLENRIO 174 FEET EAST OF
 FM0412'MILE POST 827.  100 FEET SOUTH OF CENTERLINE OF EAST BOUND LANE OF U.
 FM0412'S. HIGHWAY 66.  45 FEET NORTH OF CENTERLINE OF ROCK ISLAND RAILROAD.
 FM0412
 FM0412                          STATION RECOVERY (1966)
 FM0412
 FM0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0412'RECOVERED IN GOOD CONDITION.
 FM0412
 FM0412                          STATION RECOVERY (2006)
 FM0412
 FM0412'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2006 (CRF)
 FM0412'THE MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION ALONG THE
 FM0412'SOUTH SIDE OF INTERSTATE HIGHWAY 40 IN OLDHAM COUNTY, TEXAS,
 FM0412'APPROXIMATELY 5.2 MILES EAST OF THE NEW MEXICO STATE LINE. THE OLD
 FM0412'RAILROAD BED HAS BEEN REMOVED BUT CAN STILL BE DISCERNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1066 ***********************************************************************
 AH1066  DESIGNATION -  N 1380
 AH1066  PID         -  AH1066
 AH1066  STATE/COUNTY-  TX/KLEBERG
 AH1066  USGS QUAD   -  RICARDO (1979)
 AH1066
 AH1066                         *CURRENT SURVEY CONTROL
 AH1066  ___________________________________________________________________
 AH1066* NAD 83(1986)-  27 27 10.     (N)    097 51 35.     (W)     SCALED    
 AH1066* NAVD 88     -        16.861  (meters)      55.32   (feet)  ADJUSTED  
 AH1066  ___________________________________________________________________
 AH1066  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AH1066  DYNAMIC HT  -          16.835 (meters)      55.23  (feet)  COMP
 AH1066  MODELED GRAV-     979,094.9   (mgal)                       NAVD 88
 AH1066
 AH1066  VERT ORDER  -  FIRST     CLASS II
 AH1066
 AH1066.The horizontal coordinates were scaled from a topographic map and have
 AH1066.an estimated accuracy of +/- 6 seconds.
 AH1066
 AH1066.The orthometric height was determined by differential leveling
 AH1066.and adjusted by the National Geodetic Survey in June 1991..
 AH1066
 AH1066.The geoid height was determined by GEOID03.
 AH1066
 AH1066.The dynamic height is computed by dividing the NAVD 88
 AH1066.geopotential number by the normal gravity value computed on the
 AH1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1066.degrees latitude (g = 980.6199 gals.).
 AH1066
 AH1066.The modeled gravity was interpolated from observed gravity values.
 AH1066
 AH1066;                    North         East    Units  Estimated Accuracy
 AH1066;SPC TX S     - 5,198,050.      363,290.      MT  (+/- 180 meters Scaled)
 AH1066
 AH1066                          SUPERSEDED SURVEY CONTROL
 AH1066
 AH1066.No superseded survey control is available for this station.
 AH1066
 AH1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR126371(NAD 83)
 AH1066_MARKER: I = METAL ROD
 AH1066_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1066_SP_SET: STAINLESS STEEL ROD
 AH1066_STAMPING: N 1380 1981
 AH1066_MARK LOGO: NGS   
 AH1066_PROJECTION: FLUSH
 AH1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1066_ROD/PIPE-DEPTH: 6.1  meters
 AH1066
 AH1066  HISTORY     - Date     Condition        Report By
 AH1066  HISTORY     - 1981     MONUMENTED       NGS
 AH1066  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AH1066
 AH1066                          STATION DESCRIPTION
 AH1066
 AH1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1066'8.1 KM (5.05 MI) SSE FROM KINGSVILLE.
 AH1066'2.9 KM (1.8 MI) SOUTH ALONG SIXTH STREET FROM THE POST OFFICE IN
 AH1066'KINGSVILLE, THENCE 5.2 KM (3.25 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY
 AH1066'77 BUSINESS, AT THE JUNCTION OF FARM ROAD 772 WEST, 24.1 METERS
 AH1066'(79.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 38.9 METERS
 AH1066'(127.5 FT) NORTH OF THE CENTERLINE OF THE ROAD, 2.2 METERS (7.1 FT)
 AH1066'SOUTHEAST OF A POWERLINE POLE, 0.6 METER (2.0 FT) SOUTH-SOUTHEAST OF A
 AH1066'CORNER FENCE POST, 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 AH1066'THE MARK IS 0.45 METERS  SSE FROM A WITNESS POST.
 AH1066'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 AH1066
 AH1066                          STATION RECOVERY (1988)
 AH1066
 AH1066'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1944 ***********************************************************************
 AN1944  DESIGNATION -  N 1381
 AN1944  PID         -  AN1944
 AN1944  STATE/COUNTY-  TX/KARNES
 AN1944  USGS QUAD   -  TULSITA (1987)
 AN1944
 AN1944                         *CURRENT SURVEY CONTROL
 AN1944  ___________________________________________________________________
 AN1944* NAD 83(1986)-  28 44 40.     (N)    097 51 06.     (W)     SCALED    
 AN1944* NAVD 88     -       129.117  (meters)     423.61   (feet)  ADJUSTED  
 AN1944  ___________________________________________________________________
 AN1944  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AN1944  DYNAMIC HT  -         128.926 (meters)     422.98  (feet)  COMP
 AN1944  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 AN1944
 AN1944  VERT ORDER  -  FIRST     CLASS II
 AN1944
 AN1944.The horizontal coordinates were scaled from a topographic map and have
 AN1944.an estimated accuracy of +/- 6 seconds.
 AN1944
 AN1944.The orthometric height was determined by differential leveling
 AN1944.and adjusted by the National Geodetic Survey in June 1991..
 AN1944
 AN1944.The geoid height was determined by GEOID03.
 AN1944
 AN1944.The dynamic height is computed by dividing the NAVD 88
 AN1944.geopotential number by the normal gravity value computed on the
 AN1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1944.degrees latitude (g = 980.6199 gals.).
 AN1944
 AN1944.The modeled gravity was interpolated from observed gravity values.
 AN1944
 AN1944;                    North         East    Units  Estimated Accuracy
 AN1944;SPC TXSC     - 4,101,530.      712,160.      MT  (+/- 180 meters Scaled)
 AN1944
 AN1944                          SUPERSEDED SURVEY CONTROL
 AN1944
 AN1944.No superseded survey control is available for this station.
 AN1944
 AN1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS121802(NAD 83)
 AN1944_MARKER: I = METAL ROD
 AN1944_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1944_SP_SET: STAINLESS STEEL ROD
 AN1944_STAMPING: N 1381 1981
 AN1944_MARK LOGO: NGS   
 AN1944_PROJECTION: RECESSED 9 CENTIMETERS
 AN1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1944_ROD/PIPE-DEPTH: 3.2  meters
 AN1944
 AN1944  HISTORY     - Date     Condition        Report By
 AN1944  HISTORY     - 1981     MONUMENTED       NGS
 AN1944  HISTORY     - 1991     GOOD             USPSQD
 AN1944
 AN1944                          STATION DESCRIPTION
 AN1944
 AN1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1944'8.3 KM (5.2 MI) SE FROM KENEDY.
 AN1944'3.95 KM (2.45 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1944'THE POST OFFICE IN KENEDY, THENCE 4.35 KM (2.75 MI) SOUTH ALONG U.S.
 AN1944'HIGHWAY 181, 0.2 KM (0.1 MI) SOUTH OF A SMALL CONCRETE BOX CULVERT
 AN1944'UNDER THE HIGHWAY, AT A YELLOW BRICK HOUSE WITH A WHITE WOODEN FENCE
 AN1944'SURROUNDING IT, 36.8 METERS (121 FT) EAST OF THE CENTERLINE OF THE
 AN1944'HIGHWAY, 42.0 METERS (138 FT) SOUTH OF THE CENTER OF A DRIVE LEADING
 AN1944'TO THE HOUSE, 32.0 METERS (105 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 AN1944'OF THE HOUSE, 1.8 METERS (6.0 FT) SOUTH OF A POWERLINE POLE,
 AN1944'2.4 METERS (8.0 FT) SOUTH OF A CORNER FENCE POST, 2.4 METERS (8.0 FT)
 AN1944'SOUTH OF A TELEPHONE JUNCTION BOX, 0.3 METER (1.0 FT) WEST OF A WIRE
 AN1944'FENCE.  ROD WAS DRIVEN TO REFUSAL.
 AN1944'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 AN1944'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AN1944
 AN1944                          STATION RECOVERY (1991)
 AN1944
 AN1944'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AN1944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1910 ***********************************************************************
 AN1910  DESIGNATION -  N 1382
 AN1910  PID         -  AN1910
 AN1910  STATE/COUNTY-  TX/BEE
 AN1910  USGS QUAD   -  SKIDMORE (1979)
 AN1910
 AN1910                         *CURRENT SURVEY CONTROL
 AN1910  ___________________________________________________________________
 AN1910* NAD 83(1986)-  28 18 13.     (N)    097 42 08.     (W)     SCALED    
 AN1910* NAVD 88     -        47.374  (meters)     155.43   (feet)  ADJUSTED  
 AN1910  ___________________________________________________________________
 AN1910  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1910  DYNAMIC HT  -          47.303 (meters)     155.19  (feet)  COMP
 AN1910  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 AN1910
 AN1910  VERT ORDER  -  FIRST     CLASS II
 AN1910
 AN1910.The horizontal coordinates were scaled from a topographic map and have
 AN1910.an estimated accuracy of +/- 6 seconds.
 AN1910
 AN1910.The orthometric height was determined by differential leveling
 AN1910.and adjusted by the National Geodetic Survey in June 1991..
 AN1910
 AN1910.The geoid height was determined by GEOID03.
 AN1910
 AN1910.The dynamic height is computed by dividing the NAVD 88
 AN1910.geopotential number by the normal gravity value computed on the
 AN1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1910.degrees latitude (g = 980.6199 gals.).
 AN1910
 AN1910.The modeled gravity was interpolated from observed gravity values.
 AN1910
 AN1910;                    North         East    Units  Estimated Accuracy
 AN1910;SPC TXSC     - 4,052,830.      727,290.      MT  (+/- 180 meters Scaled)
 AN1910
 AN1910                          SUPERSEDED SURVEY CONTROL
 AN1910
 AN1910.No superseded survey control is available for this station.
 AN1910
 AN1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS272315(NAD 83)
 AN1910_MARKER: I = METAL ROD
 AN1910_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1910_SP_SET: STAINLESS STEEL ROD
 AN1910_STAMPING: N 1382 1981
 AN1910_MARK LOGO: NGS   
 AN1910_PROJECTION: RECESSED 5 CENTIMETERS
 AN1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1910_ROD/PIPE-DEPTH: 6.2  meters
 AN1910
 AN1910  HISTORY     - Date     Condition        Report By
 AN1910  HISTORY     - 1981     MONUMENTED       NGS
 AN1910  HISTORY     - 19970725 GOOD             USPSQD
 AN1910
 AN1910                          STATION DESCRIPTION
 AN1910
 AN1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1910'6.35 KM (3.95 MI) NW FROM SKIDMORE.
 AN1910'6.35 KM (3.95 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE
 AN1910'JUNCTION OF STATE HIGHWAY 359 IN SKIDMORE, AT THE JUNCTION OF A DIRT
 AN1910'ROAD, 20.1 METERS (66.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AN1910'SOUTHBOUND LANES OF THE HIGHWAY, 26.8 METERS (88.0 FT) SOUTHEAST OF
 AN1910'THE CENTER OF THE ROAD, 3.8 METERS (12.5 FT) SOUTHEAST OF A CORNER
 AN1910'FENCE POST, 19.3 METERS (63.5 FT) NORTH-NORTHWEST OF A POWERLINE POLE,
 AN1910'4.3 METERS (14.0 FT) NORTH-NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 AN1910'MARKER, 0.3 METER (1.0 FT) EAST-NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 AN1910'14.6 METERS (48.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE SOUTH END
 AN1910'OF THE WESTERNMOST CONCRETE PIPE CULVERT UNDER THE ROAD.
 AN1910'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 AN1910'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 AN1910
 AN1910                          STATION RECOVERY (1997)
 AN1910
 AN1910'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0360 ***********************************************************************
 CE0360  DESIGNATION -  N 1383
 CE0360  PID         -  CE0360
 CE0360  STATE/COUNTY-  TX/EL PASO
 CE0360  USGS QUAD   -  EL PASO (1997)
 CE0360
 CE0360                         *CURRENT SURVEY CONTROL
 CE0360  ___________________________________________________________________
 CE0360* NAD 83(1986)-  31 46 17.     (N)    106 28 28.     (W)     SCALED    
 CE0360* NAVD 88     -      1131.995  (meters)    3713.89   (feet)  ADJUSTED  
 CE0360  ___________________________________________________________________
 CE0360  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0360  DYNAMIC HT  -        1130.293 (meters)    3708.30  (feet)  COMP
 CE0360  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 CE0360
 CE0360  VERT ORDER  -  FIRST     CLASS I
 CE0360
 CE0360.The horizontal coordinates were scaled from a topographic map and have
 CE0360.an estimated accuracy of +/- 6 seconds.
 CE0360
 CE0360.The orthometric height was determined by differential leveling
 CE0360.and adjusted by the National Geodetic Survey in November 1996..
 CE0360
 CE0360.The geoid height was determined by GEOID03.
 CE0360
 CE0360.The dynamic height is computed by dividing the NAVD 88
 CE0360.geopotential number by the normal gravity value computed on the
 CE0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0360.degrees latitude (g = 980.6199 gals.).
 CE0360
 CE0360.The modeled gravity was interpolated from observed gravity values.
 CE0360
 CE0360;                    North         East    Units  Estimated Accuracy
 CE0360;SPC TX C     - 3,249,380.      118,580.      MT  (+/- 180 meters Scaled)
 CE0360
 CE0360                          SUPERSEDED SURVEY CONTROL
 CE0360
 CE0360  NAVD 88 (06/15/91) 1132.034  (m)         3714.01   (f) UNKNOWN     1 1
 CE0360
 CE0360.Superseded values are not recommended for survey control.
 CE0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0360.See file dsdata.txt to determine how the superseded data were derived.
 CE0360
 CE0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR603160(NAD 83)
 CE0360_MARKER: DV = VERTICAL CONTROL DISK
 CE0360_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0360_SP_SET: PIER
 CE0360_STAMPING: N 1383 1981
 CE0360_MARK LOGO: NGS   
 CE0360_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0360+STABILITY: POSITION/ELEVATION WELL
 CE0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0360+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1994
 CE0360
 CE0360  HISTORY     - Date     Condition        Report By
 CE0360  HISTORY     - 1981     MONUMENTED       NGS
 CE0360  HISTORY     - 1981     GOOD             NGS
 CE0360  HISTORY     - 1981     GOOD             NGS
 CE0360  HISTORY     - 19921119 GOOD             NGS
 CE0360  HISTORY     - 19940415 GOOD             NGS
 CE0360
 CE0360                          STATION DESCRIPTION
 CE0360
 CE0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0360'IN EL PASO.
 CE0360'THE MARK IS 1.2 M ABOVE THE SIDEWALK.
 CE0360'IN EL PASO, AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND DALLAS
 CE0360'STREET, SET VERTICALLY IN THE EAST FACE OF THE MOST NORTHERLY 1
 CE0360'OF 8 CONCRETE PIERS, ON THE WEST SIDE OF DALLAS STREET, OF THE HIGHWAY
 CE0360'OVERPASS, 23.7 METERS (77.8 FT) NORTHWEST OF THE CENTER OF THE
 CE0360'HIGHWAY AND 12.6 METERS (41.4 FT) SOUTHWEST OF THE CENTERLINE OF
 CE0360'THE STREET.
 CE0360
 CE0360                          STATION RECOVERY (1981)
 CE0360
 CE0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0360'ORIGINAL DESCRIPTION IS IN L24559 PART 4
 CE0360
 CE0360                          STATION RECOVERY (1981)
 CE0360
 CE0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0360'ORIGINAL DESCRIPTION IS IN L24559 PART 4.
 CE0360
 CE0360                          STATION RECOVERY (1992)
 CE0360
 CE0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0360'IN EL PASO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND DALLAS
 CE0360'STREET, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST
 CE0360'NORTHWESTERLY OF 8 CONCRETE COLUMNS OF THE FOURTH PIER NORTHEAST OF
 CE0360'THE SOUTHWEST ABUTMENT OF THE HIGHWAY OVERPASS OF THE STREET, 23.7 M
 CE0360'(77.8 FT) NORTHWEST OF THE HIGHWAY CENTER, 12.6 M (41.3 FT) SOUTHWEST
 CE0360'OF THE STREET CENTERLINE, AND 1.7 M (5.6 FT) ABOVE THE LEVEL OF THE
 CE0360'STREET.
 CE0360
 CE0360                          STATION RECOVERY (1994)
 CE0360
 CE0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0360'IN EL PASO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND DALLAS
 CE0360'STREET, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST
 CE0360'NORTHWESTERLY OF 8 CONCRETE COLUMNS OF THE FOURTH PIER NORTHEAST OF
 CE0360'THE SOUTHEAST ABUTMENT OF THE HIGHWAY OVERPASS OF THE STREET, 23.7 M
 CE0360'(77.8 FT) NORTHWEST OF THE HIGHWAY CENTER, 12.6 M (41.3 FT) SOUTHWEST
 CE0360'OF THE STREET CENTER, AND 1.7 M (5.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0365 ***********************************************************************
 CE0365  DESIGNATION -  N 1384
 CE0365  PID         -  CE0365
 CE0365  STATE/COUNTY-  TX/EL PASO
 CE0365  USGS QUAD   -  YSLETA NW (1994)
 CE0365
 CE0365                         *CURRENT SURVEY CONTROL
 CE0365  ___________________________________________________________________
 CE0365* NAD 83(1986)-  31 44 55.     (N)    106 22 44.     (W)     SCALED    
 CE0365* NAVD 88     -      1124.540  (meters)    3689.43   (feet)  ADJUSTED  
 CE0365  ___________________________________________________________________
 CE0365  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0365  DYNAMIC HT  -        1122.826 (meters)    3683.80  (feet)  COMP
 CE0365  MODELED GRAV-     979,077.1   (mgal)                       NAVD 88
 CE0365
 CE0365  VERT ORDER  -  FIRST     CLASS I
 CE0365
 CE0365.The horizontal coordinates were scaled from a topographic map and have
 CE0365.an estimated accuracy of +/- 6 seconds.
 CE0365
 CE0365.The orthometric height was determined by differential leveling
 CE0365.and adjusted by the National Geodetic Survey in November 1996..
 CE0365
 CE0365.The geoid height was determined by GEOID03.
 CE0365
 CE0365.The dynamic height is computed by dividing the NAVD 88
 CE0365.geopotential number by the normal gravity value computed on the
 CE0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0365.degrees latitude (g = 980.6199 gals.).
 CE0365
 CE0365.The modeled gravity was interpolated from observed gravity values.
 CE0365
 CE0365;                    North         East    Units  Estimated Accuracy
 CE0365;SPC TX C     - 3,246,360.      127,480.      MT  (+/- 180 meters Scaled)
 CE0365
 CE0365                          SUPERSEDED SURVEY CONTROL
 CE0365
 CE0365  NAVD 88 (06/15/91) 1124.574  (m)         3689.54   (f) UNKNOWN     1 1
 CE0365
 CE0365.Superseded values are not recommended for survey control.
 CE0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0365.See file dsdata.txt to determine how the superseded data were derived.
 CE0365
 CE0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR693133(NAD 83)
 CE0365_MARKER: I = METAL ROD
 CE0365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0365_SP_SET: STAINLESS STEEL ROD
 CE0365_STAMPING: N 1384 1981
 CE0365_MARK LOGO: NGS   
 CE0365_PROJECTION: FLUSH
 CE0365_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0365+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1993
 CE0365_ROD/PIPE-DEPTH: 21.9 meters
 CE0365
 CE0365  HISTORY     - Date     Condition        Report By
 CE0365  HISTORY     - 1981     MONUMENTED       NGS
 CE0365  HISTORY     - 19930120 GOOD             NGS
 CE0365
 CE0365                          STATION DESCRIPTION
 CE0365
 CE0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0365'IN EL PASO.
 CE0365'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0365'IN EL PASO, AT THE JUNCTION OF STILES DRIVE AND DODGE ROAD, 88.7
 CE0365'METERS (291.0 FT) SOUTHWEST OF THE CENTER OF THE DRIVE, 19.4 METERS
 CE0365'(63.5 FT) EAST OF A FENCE CORNER, 11.4 METERS (37.3 FT) NORTHEAST
 CE0365'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 9.6 METERS
 CE0365'(31.4 FT) SOUTHEAST OF THE CENTER OF THE ROAD AND 1.8 METERS
 CE0365'(6.0 FT) SOUTHWEST OF A UTILITY POLE WITH A GUY WIRE.  NOTE=ACCESS
 CE0365'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0365'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CE0365
 CE0365                          STATION RECOVERY (1993)
 CE0365
 CE0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0365'IN EL PASO, AT THE INTERSECTION OF STILES DRIVE AND DODGE ROAD, 88.7 M
 CE0365'(291.0 FT) SOUTHWEST OF THE CENTERLINE OF THE DRIVE, 31.4 M
 CE0365'(103.0 FT) NORTHEAST OF THE CENTER OF AN ENTRANCE TO THE MONTGOMERY
 CE0365'WARD SERVICE CENTER PARKING LOT AT 206 DODGE ROAD, 8.2 M (26.9 FT)
 CE0365'SOUTHEAST OF THE CENTER OF THE ROAD, 2.9 M (9.5 FT) NORTHEAST OF A
 CE0365'GATE SWING POST, AND 0.9 M (3.0 FT) SOUTHEAST OF A CHAIN-LINK FENCE.
 CE0365'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1885 ***********************************************************************
 AN1885  DESIGNATION -  N 1385
 AN1885  PID         -  AN1885
 AN1885  STATE/COUNTY-  TX/SAN PATRICIO
 AN1885  USGS QUAD   -  SINTON WEST (1979)
 AN1885
 AN1885                         *CURRENT SURVEY CONTROL
 AN1885  ___________________________________________________________________
 AN1885* NAD 83(1986)-  28 02 18.     (N)    097 30 29.     (W)     SCALED    
 AN1885* NAVD 88     -        14.762  (meters)      48.43   (feet)  ADJUSTED  
 AN1885  ___________________________________________________________________
 AN1885  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1885  DYNAMIC HT  -          14.740 (meters)      48.36  (feet)  COMP
 AN1885  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 AN1885
 AN1885  VERT ORDER  -  FIRST     CLASS II
 AN1885
 AN1885.The horizontal coordinates were scaled from a topographic map and have
 AN1885.an estimated accuracy of +/- 6 seconds.
 AN1885
 AN1885.The orthometric height was determined by differential leveling
 AN1885.and adjusted by the National Geodetic Survey in June 1991..
 AN1885
 AN1885.The geoid height was determined by GEOID03.
 AN1885
 AN1885.The dynamic height is computed by dividing the NAVD 88
 AN1885.geopotential number by the normal gravity value computed on the
 AN1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1885.degrees latitude (g = 980.6199 gals.).
 AN1885
 AN1885.The modeled gravity was interpolated from observed gravity values.
 AN1885
 AN1885;                    North         East    Units  Estimated Accuracy
 AN1885;SPC TX S     - 5,263,160.      397,540.      MT  (+/- 180 meters Scaled)
 AN1885
 AN1885                          SUPERSEDED SURVEY CONTROL
 AN1885
 AN1885.No superseded survey control is available for this station.
 AN1885
 AN1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS466023(NAD 83)
 AN1885_MARKER: I = METAL ROD
 AN1885_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN1885_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN1885_STAMPING: N 1385 1981
 AN1885_MARK LOGO: NGS   
 AN1885_PROJECTION: FLUSH
 AN1885_MAGNETIC: I = MARKER IS A STEEL ROD
 AN1885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AN1885+STABILITY: POSITION/ELEVATION WELL
 AN1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1885+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AN1885_ROD/PIPE-DEPTH: 12.1 meters
 AN1885_SLEEVE-DEPTH  : 9.1 meters
 AN1885
 AN1885  HISTORY     - Date     Condition        Report By
 AN1885  HISTORY     - 1981     MONUMENTED       NGS
 AN1885  HISTORY     - 19950610 GOOD             USPSQD
 AN1885  HISTORY     - 19970203 GOOD             NGS
 AN1885
 AN1885                          STATION DESCRIPTION
 AN1885
 AN1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1885'IN SINTON.
 AN1885'IN SINTON, AT THE CITY HALL AT THE INTERSECTION OF EAST MARKET STREET
 AN1885'AND NORTH KOHLER AVENUE, 6.8 METERS (22.5 FT) NORTH OF THE NORTH CURB
 AN1885'OF THE STREET, 17.8 METERS (58.5 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 AN1885'OF THE BUILDING, 13.4 METERS (44.0 FT) SOUTHWEST OF THE SOUTHEAST
 AN1885'CORNER OF THE BUILDING, 5.6 METERS (18.5 FT) SOUTH OF THE SOUTH FACE
 AN1885'OF THE BUILDING, 8.6 METERS (28.5 FT) SOUTHEAST OF THE CENTER OF THE
 AN1885'TWO DOORS AT THE MAIN ENTRANCE OF THE BUILDING, 1.9 METERS (6.5 FT)
 AN1885'EAST OF THE WESTERNMOST ONE OF TWO FLAGPOLES, 2.2 METERS (7.5 FT) WEST
 AN1885'OF THE EASTERNMOST FLAGPOLE.  ROD WAS DRIVEN TO REFUSAL.
 AN1885'THE MARK IS 0.3 M ABOVE THE STREET.
 AN1885
 AN1885                          STATION RECOVERY (1995)
 AN1885
 AN1885'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1885'RECOVERED IN GOOD CONDITION.
 AN1885
 AN1885                          STATION RECOVERY (1997)
 AN1885
 AN1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1885'IN SINTON, IN THE LAWN AT THE CITY HALL AT 301 KOHLER AVENUE, 39.7 M
 AN1885'(130.2 FT) EAST OF THE CENTER OF EAST MARKET STREET, 16.5 M (54.1 FT)
 AN1885'NORTH OF THE AVENUE CENTER, 8.7 M (28.5 FT) SOUTHEAST OF THE CENTER OF
 AN1885'THE ENTRANCE TO CITY HALL, 2.3 M (7.5 FT) EAST OF A FLAG POLE, 1.9 M
 AN1885'(6.2 FT) EAST OF A FLAG POLE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF
 AN1885'THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AN1885'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0810 ***********************************************************************
 CD0810  DESIGNATION -  N 1389
 CD0810  PID         -  CD0810
 CD0810  STATE/COUNTY-  TX/HUDSPETH
 CD0810  USGS QUAD   -  HACKETT PEAK (1964)
 CD0810
 CD0810                         *CURRENT SURVEY CONTROL
 CD0810  ___________________________________________________________________
 CD0810* NAD 83(1986)-  31 03 39.     (N)    104 58 20.     (W)     SCALED    
 CD0810* NAVD 88     -      1423.864  (meters)    4671.46   (feet)  ADJUSTED  
 CD0810  ___________________________________________________________________
 CD0810  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0810  DYNAMIC HT  -        1421.590 (meters)    4664.00  (feet)  COMP
 CD0810  MODELED GRAV-     978,993.5   (mgal)                       NAVD 88
 CD0810
 CD0810  VERT ORDER  -  FIRST     CLASS II
 CD0810
 CD0810.The horizontal coordinates were scaled from a topographic map and have
 CD0810.an estimated accuracy of +/- 6 seconds.
 CD0810
 CD0810.The orthometric height was determined by differential leveling
 CD0810.and adjusted by the National Geodetic Survey in June 1991..
 CD0810
 CD0810.The geoid height was determined by GEOID03.
 CD0810
 CD0810.The dynamic height is computed by dividing the NAVD 88
 CD0810.geopotential number by the normal gravity value computed on the
 CD0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0810.degrees latitude (g = 980.6199 gals.).
 CD0810
 CD0810.The modeled gravity was interpolated from observed gravity values.
 CD0810
 CD0810;                    North         East    Units  Estimated Accuracy
 CD0810;SPC TX C     - 3,163,780.      257,430.      MT  (+/- 180 meters Scaled)
 CD0810
 CD0810                          SUPERSEDED SURVEY CONTROL
 CD0810
 CD0810.No superseded survey control is available for this station.
 CD0810
 CD0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ026363(NAD 83)
 CD0810_MARKER: DB = BENCH MARK DISK
 CD0810_SETTING: 66 = SET IN ROCK OUTCROP
 CD0810_SP_SET: ROCK OUTCROP
 CD0810_STAMPING: N 1389 1981
 CD0810_MARK LOGO: NGS   
 CD0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0810+STABILITY: POSITION/ELEVATION WELL
 CD0810
 CD0810  HISTORY     - Date     Condition        Report By
 CD0810  HISTORY     - 1981     MONUMENTED       NGS
 CD0810
 CD0810                          STATION DESCRIPTION
 CD0810
 CD0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0810'14.0 KM (8.7 MI) WEST FROM VAN HORN.
 CD0810'14.0 KM (8.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0810'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, IN THE TOP OF A 2 BY 3
 CD0810'FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.6 KM (0.35 MI) EAST OF
 CD0810'MILEPOST 131, 17.1 METERS (56.1 FT) SOUTH OF THE CENTERLINE OF A
 CD0810'FRONTAGE ROAD AND 16.6 METERS (54.5 FT) NORTH OF THE CENTERLINE OF
 CD0810'THE WEST BOUND LANES OF THE HIGHWAY.
 CD0810'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 CD0810'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0187 ***********************************************************************
 FL0187  DESIGNATION -  N 139
 FL0187  PID         -  FL0187
 FL0187  STATE/COUNTY-  TX/WHEELER
 FL0187  USGS QUAD   -  WHEELER (1978)
 FL0187
 FL0187                         *CURRENT SURVEY CONTROL
 FL0187  ___________________________________________________________________
 FL0187* NAD 83(1986)-  35 28 26.     (N)    100 16 39.     (W)     SCALED    
 FL0187* NAVD 88     -       755.622  (meters)    2479.07   (feet)  ADJUSTED  
 FL0187  ___________________________________________________________________
 FL0187  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 FL0187  DYNAMIC HT  -         754.812 (meters)    2476.41  (feet)  COMP
 FL0187  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 FL0187
 FL0187  VERT ORDER  -  FIRST     CLASS II
 FL0187
 FL0187.The horizontal coordinates were scaled from a topographic map and have
 FL0187.an estimated accuracy of +/- 6 seconds.
 FL0187
 FL0187.The orthometric height was determined by differential leveling
 FL0187.and adjusted by the National Geodetic Survey in June 1991..
 FL0187
 FL0187.The geoid height was determined by GEOID03.
 FL0187
 FL0187.The dynamic height is computed by dividing the NAVD 88
 FL0187.geopotential number by the normal gravity value computed on the
 FL0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0187.degrees latitude (g = 980.6199 gals.).
 FL0187
 FL0187.The modeled gravity was interpolated from observed gravity values.
 FL0187
 FL0187;                    North         East    Units  Estimated Accuracy
 FL0187;SPC TX N     - 1,164,190.      310,940.      MT  (+/- 180 meters Scaled)
 FL0187
 FL0187                          SUPERSEDED SURVEY CONTROL
 FL0187
 FL0187  NGVD 29 (??/??/92)  755.302  (m)         2478.02   (f) ADJ UNCH    1 2
 FL0187
 FL0187.Superseded values are not recommended for survey control.
 FL0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0187.See file dsdata.txt to determine how the superseded data were derived.
 FL0187
 FL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE840263(NAD 83)
 FL0187_MARKER: DB = BENCH MARK DISK
 FL0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0187_STAMPING: N-139 1933
 FL0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0187+STABILITY: SURFACE MOTION
 FL0187
 FL0187  HISTORY     - Date     Condition        Report By
 FL0187  HISTORY     - 1933     MONUMENTED       CGS
 FL0187  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL0187
 FL0187                          STATION DESCRIPTION
 FL0187
 FL0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL0187'2.1 MI N FROM WHEELER.
 FL0187'2.1 MILES NORTH WHEELER COUNTY COURT HOUSE AT WHEELER 300 FEET SOUTH
 FL0187'OF TOP OF GRADE TWO MILES NORTH WHEELER, 54 FEET NORTHEAST OF CENTER
 FL0187'LINE OF HIGHWAY, ON RIGHT OF WAY FENCE LINE.
 FL0187
 FL0187                          STATION RECOVERY (1962)
 FL0187
 FL0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0847 ***********************************************************************
 CD0847  DESIGNATION -  N 1390
 CD0847  PID         -  CD0847
 CD0847  STATE/COUNTY-  TX/REEVES
 CD0847  USGS QUAD   -  SCREW BEAN DRAW NE (1973)
 CD0847
 CD0847                         *CURRENT SURVEY CONTROL
 CD0847  ___________________________________________________________________
 CD0847* NAD 83(1986)-  31 58 47.     (N)    104 01 02.     (W)     SCALED    
 CD0847* NAVD 88     -       880.944  (meters)    2890.23   (feet)  ADJUSTED  
 CD0847  ___________________________________________________________________
 CD0847  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CD0847  DYNAMIC HT  -         879.651 (meters)    2885.99  (feet)  COMP
 CD0847  MODELED GRAV-     979,143.2   (mgal)                       NAVD 88
 CD0847
 CD0847  VERT ORDER  -  FIRST     CLASS II
 CD0847
 CD0847.The horizontal coordinates were scaled from a topographic map and have
 CD0847.an estimated accuracy of +/- 6 seconds.
 CD0847
 CD0847.The orthometric height was determined by differential leveling
 CD0847.and adjusted by the National Geodetic Survey in June 1991..
 CD0847
 CD0847.The geoid height was determined by GEOID03.
 CD0847
 CD0847.The dynamic height is computed by dividing the NAVD 88
 CD0847.geopotential number by the normal gravity value computed on the
 CD0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0847.degrees latitude (g = 980.6199 gals.).
 CD0847
 CD0847.The modeled gravity was interpolated from observed gravity values.
 CD0847
 CD0847;                    North         East    Units  Estimated Accuracy
 CD0847;SPC TX C     - 3,262,190.      351,880.      MT  (+/- 180 meters Scaled)
 CD0847
 CD0847                          SUPERSEDED SURVEY CONTROL
 CD0847
 CD0847.No superseded survey control is available for this station.
 CD0847
 CD0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER928386(NAD 83)
 CD0847_MARKER: I = METAL ROD
 CD0847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0847_SP_SET: STAINLESS STEEL ROD
 CD0847_STAMPING: N 1390 1981
 CD0847_MARK LOGO: NGS   
 CD0847_PROJECTION: FLUSH
 CD0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0847+STABILITY: POSITION/ELEVATION WELL
 CD0847_ROD/PIPE-DEPTH: 6.1  meters
 CD0847
 CD0847  HISTORY     - Date     Condition        Report By
 CD0847  HISTORY     - 1981     MONUMENTED       NGS
 CD0847
 CD0847                          STATION DESCRIPTION
 CD0847
 CD0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0847'19.9 KM (12.35 MI) NW FROM ORLA.
 CD0847'19.9 KM (12.35 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CD0847'WITH FARM ROAD 652 IN ORLA, 54.3 METERS (178.0 FT) NORTH OF THE
 CD0847'NORTHEAST CORNER OF A 14-CHANNEL CONCRETE CULVERT, 18.5 METERS
 CD0847'(60.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 13.4 METERS
 CD0847'(44.1 FT) NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER.  NOTE=REFUSAL
 CD0847'WAS REACHED AT 6.1 METERS (20.0 FT). ACCESS TO THE DATUM POINT IS
 CD0847'THROUGH A 5-INCH LOGO CAP.
 CD0847'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 CD0847'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0555 ***********************************************************************
 CC0555  DESIGNATION -  N 1391
 CC0555  PID         -  CC0555
 CC0555  STATE/COUNTY-  TX/REEVES
 CC0555  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0555
 CC0555                         *CURRENT SURVEY CONTROL
 CC0555  ___________________________________________________________________
 CC0555* NAD 83(1986)-  31 42 39.     (N)    103 48 36.     (W)     SCALED    
 CC0555* NAVD 88     -       865.540  (meters)    2839.69   (feet)  ADJUSTED  
 CC0555  ___________________________________________________________________
 CC0555  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CC0555  DYNAMIC HT  -         864.256 (meters)    2835.48  (feet)  COMP
 CC0555  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 CC0555
 CC0555  VERT ORDER  -  FIRST     CLASS II
 CC0555
 CC0555.The horizontal coordinates were scaled from a topographic map and have
 CC0555.an estimated accuracy of +/- 6 seconds.
 CC0555
 CC0555.The orthometric height was determined by differential leveling
 CC0555.and adjusted by the National Geodetic Survey in June 1991..
 CC0555
 CC0555.The geoid height was determined by GEOID03.
 CC0555
 CC0555.The dynamic height is computed by dividing the NAVD 88
 CC0555.geopotential number by the normal gravity value computed on the
 CC0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0555.degrees latitude (g = 980.6199 gals.).
 CC0555
 CC0555.The modeled gravity was interpolated from observed gravity values.
 CC0555
 CC0555;                    North         East    Units  Estimated Accuracy
 CC0555;SPC TX C     - 3,231,760.      370,520.      MT  (+/- 180 meters Scaled)
 CC0555
 CC0555                          SUPERSEDED SURVEY CONTROL
 CC0555
 CC0555.No superseded survey control is available for this station.
 CC0555
 CC0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR127090(NAD 83)
 CC0555_MARKER: I = METAL ROD
 CC0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0555_SP_SET: STAINLESS STEEL ROD
 CC0555_STAMPING: N 1391 1981
 CC0555_MARK LOGO: NGS   
 CC0555_PROJECTION: FLUSH
 CC0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0555_ROD/PIPE-DEPTH: 4.9  meters
 CC0555
 CC0555  HISTORY     - Date     Condition        Report By
 CC0555  HISTORY     - 1981     MONUMENTED       NGS
 CC0555
 CC0555                          STATION DESCRIPTION
 CC0555
 CC0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0555'15.4 KM (9.55 MI) SE FROM ORLA.
 CC0555'15.4 KM (9.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0555'WITH FARM ROAD 652 IN ORLA, 0.5 KM (0.3 MI) NORTHWEST OF A GRAVELED
 CC0555'ROAD LEADING WEST TO 3 SMALL OIL TANKS, 18.4 METERS (60.3 FT)
 CC0555'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 17.4 METERS (57.2 FT)
 CC0555'NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER.  NOTE=REFUSAL WAS
 CC0555'REACHED AT 4.9 METERS (16.0 FT).  ACCESS TO THE DATUM POINT IS
 CC0555'THROUGH A 5-INCH LOGO CAP.
 CC0555'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CC0555'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0833 ***********************************************************************
 CD0833  DESIGNATION -  N 1392
 CD0833  PID         -  CD0833
 CD0833  STATE/COUNTY-  TX/HUDSPETH
 CD0833  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0833
 CD0833                         *CURRENT SURVEY CONTROL
 CD0833  ___________________________________________________________________
 CD0833* NAD 83(1986)-  31 49 35.     (N)    105 43 42.     (W)     SCALED    
 CD0833* NAVD 88     -      1499.479  (meters)    4919.54   (feet)  ADJUSTED  
 CD0833  ___________________________________________________________________
 CD0833  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CD0833  DYNAMIC HT  -        1497.141 (meters)    4911.87  (feet)  COMP
 CD0833  MODELED GRAV-     979,027.0   (mgal)                       NAVD 88
 CD0833
 CD0833  VERT ORDER  -  FIRST     CLASS II
 CD0833
 CD0833.The horizontal coordinates were scaled from a topographic map and have
 CD0833.an estimated accuracy of +/- 6 seconds.
 CD0833
 CD0833.The orthometric height was determined by differential leveling
 CD0833.and adjusted by the National Geodetic Survey in June 1991..
 CD0833
 CD0833.The geoid height was determined by GEOID03.
 CD0833
 CD0833.The dynamic height is computed by dividing the NAVD 88
 CD0833.geopotential number by the normal gravity value computed on the
 CD0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0833.degrees latitude (g = 980.6199 gals.).
 CD0833
 CD0833.The modeled gravity was interpolated from observed gravity values.
 CD0833
 CD0833;                    North         East    Units  Estimated Accuracy
 CD0833;SPC TX C     - 3,251,810.      189,460.      MT  (+/- 180 meters Scaled)
 CD0833
 CD0833                          SUPERSEDED SURVEY CONTROL
 CD0833
 CD0833.No superseded survey control is available for this station.
 CD0833
 CD0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR310214(NAD 83)
 CD0833_MARKER: I = METAL ROD
 CD0833_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0833+WITH SETTING: INFORMATION.
 CD0833_SP_SET: SHALLOW SET METAL ROD
 CD0833_STAMPING: N 1392 1981
 CD0833_MARK LOGO: NGS   
 CD0833_PROJECTION: FLUSH
 CD0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0833_ROD/PIPE-DEPTH: 2.1  meters
 CD0833
 CD0833  HISTORY     - Date     Condition        Report By
 CD0833  HISTORY     - 1981     MONUMENTED       NGS
 CD0833
 CD0833                          STATION DESCRIPTION
 CD0833
 CD0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0833'69.7 KM (43.3 MI) EAST FROM EL PASO.
 CD0833'69.7 KM (43.3 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0833'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0833'1.4 KM (0.85 MI) SOUTHEAST OF A TRACK ROAD LEADING NORTHEAST, 22.9
 CD0833'METERS (75.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 CD0833'0.3 METER (1.0 FT) NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM
 CD0833'POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0833'THE MARK IS 0.8 METERS  NNE FROM  A WITNESS POST AND FENCE
 CD0833'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0758 ***********************************************************************
 CD0758  DESIGNATION -  N 1393
 CD0758  PID         -  CD0758
 CD0758  STATE/COUNTY-  TX/HUDSPETH
 CD0758  USGS QUAD   -  ACALA (1972)
 CD0758
 CD0758                         *CURRENT SURVEY CONTROL
 CD0758  ___________________________________________________________________
 CD0758* NAD 83(1986)-  31 20 02.     (N)    105 54 51.     (W)     SCALED    
 CD0758* NAVD 88     -      1082.814  (meters)    3552.53   (feet)  ADJUSTED  
 CD0758  ___________________________________________________________________
 CD0758  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CD0758  DYNAMIC HT  -        1081.116 (meters)    3546.96  (feet)  COMP
 CD0758  MODELED GRAV-     979,035.7   (mgal)                       NAVD 88
 CD0758
 CD0758  VERT ORDER  -  FIRST     CLASS II
 CD0758
 CD0758.The horizontal coordinates were scaled from a topographic map and have
 CD0758.an estimated accuracy of +/- 6 seconds.
 CD0758
 CD0758.The orthometric height was determined by differential leveling
 CD0758.and adjusted by the National Geodetic Survey in June 1991..
 CD0758
 CD0758.The geoid height was determined by GEOID03.
 CD0758
 CD0758.The dynamic height is computed by dividing the NAVD 88
 CD0758.geopotential number by the normal gravity value computed on the
 CD0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0758.degrees latitude (g = 980.6199 gals.).
 CD0758
 CD0758.The modeled gravity was interpolated from observed gravity values.
 CD0758
 CD0758;                    North         East    Units  Estimated Accuracy
 CD0758;SPC TX C     - 3,198,140.      169,150.      MT  (+/- 180 meters Scaled)
 CD0758
 CD0758                          SUPERSEDED SURVEY CONTROL
 CD0758
 CD0758.No superseded survey control is available for this station.
 CD0758
 CD0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ130669(NAD 83)
 CD0758_MARKER: I = METAL ROD
 CD0758_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0758_SP_SET: STAINLESS STEEL ROD
 CD0758_STAMPING: N 1393 1981
 CD0758_MARK LOGO: NGS   
 CD0758_PROJECTION: FLUSH
 CD0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0758_ROD/PIPE-DEPTH: 18.6 meters
 CD0758
 CD0758  HISTORY     - Date     Condition        Report By
 CD0758  HISTORY     - 1981     MONUMENTED       NGS
 CD0758  HISTORY     - 1990     GOOD             USPSQD
 CD0758
 CD0758                          STATION DESCRIPTION
 CD0758
 CD0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0758'29.8 KM (18.5 MI) SE FROM FABENS.
 CD0758'29.8 KM (18.5 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CD0758'POST OFFICE IN FABENS, AT ACALA, AT THE JUNCTION OF A GRAVELED
 CD0758'ROAD LEADING NORTHEAST, 25.4 METERS (83.4 FT) SOUTHEAST OF THE
 CD0758'CENTER OF THE ROAD, 10.1 METERS (33.2 FT) NORTHEAST OF THE CENTERLINE
 CD0758'OF THE HIGHWAY AND 1.3 METERS (4.3 FT) NORTHWEST OF A UTILITY POLE.
 CD0758'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0758'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CD0758'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CD0758
 CD0758                          STATION RECOVERY (1990)
 CD0758
 CD0758'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0787 ***********************************************************************
 CD0787  DESIGNATION -  N 1394
 CD0787  PID         -  CD0787
 CD0787  STATE/COUNTY-  TX/HUDSPETH
 CD0787  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0787
 CD0787                         *CURRENT SURVEY CONTROL
 CD0787  ___________________________________________________________________
 CD0787* NAD 83(1986)-  31 11 45.     (N)    105 33 31.     (W)     SCALED    
 CD0787* NAVD 88     -      1247.203  (meters)    4091.87   (feet)  ADJUSTED  
 CD0787  ___________________________________________________________________
 CD0787  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CD0787  DYNAMIC HT  -        1245.238 (meters)    4085.42  (feet)  COMP
 CD0787  MODELED GRAV-     979,021.8   (mgal)                       NAVD 88
 CD0787
 CD0787  VERT ORDER  -  FIRST     CLASS II
 CD0787
 CD0787.The horizontal coordinates were scaled from a topographic map and have
 CD0787.an estimated accuracy of +/- 6 seconds.
 CD0787
 CD0787.The orthometric height was determined by differential leveling
 CD0787.and adjusted by the National Geodetic Survey in June 1991..
 CD0787
 CD0787.The geoid height was determined by GEOID03.
 CD0787
 CD0787.The dynamic height is computed by dividing the NAVD 88
 CD0787.geopotential number by the normal gravity value computed on the
 CD0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0787.degrees latitude (g = 980.6199 gals.).
 CD0787
 CD0787.The modeled gravity was interpolated from observed gravity values.
 CD0787
 CD0787;                    North         East    Units  Estimated Accuracy
 CD0787;SPC TX C     - 3,181,210.      202,230.      MT  (+/- 180 meters Scaled)
 CD0787
 CD0787                          SUPERSEDED SURVEY CONTROL
 CD0787
 CD0787.No superseded survey control is available for this station.
 CD0787
 CD0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ467514(NAD 83)
 CD0787_MARKER: I = METAL ROD
 CD0787_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0787_SP_SET: STAINLESS STEEL ROD
 CD0787_STAMPING: N 1394 1981
 CD0787_MARK LOGO: NGS   
 CD0787_PROJECTION: FLUSH
 CD0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0787_ROD/PIPE-DEPTH: 4.9  meters
 CD0787
 CD0787  HISTORY     - Date     Condition        Report By
 CD0787  HISTORY     - 1981     MONUMENTED       NGS
 CD0787
 CD0787                          STATION DESCRIPTION
 CD0787
 CD0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0787'21.6 KM (13.4 MI) NW FROM SIERRA BLANCA.
 CD0787'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0787'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0787'SOUTH ALONG A GRAVELED ROAD, THENCE 15.1 KM (9.4 MI) NORTHWEST ALONG
 CD0787'INTERSTATE HIGHWAY 10, 31.2 METERS (102.5 FT) SOUTH OF THE CENTERLINE
 CD0787'OF THE EAST BOUND LANES OF THE HIGHWAY AND 27.6 METERS (90.5 FT)
 CD0787'SOUTH-SOUTHEAST OF MILE POST 94.  NOTE=ACCESS TO THE DATUM POINT IS
 CD0787'THROUGH A 5-INCH LOGO CAP.
 CD0787'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 CD0787'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0869 ***********************************************************************
 CD0869  DESIGNATION -  N 1395
 CD0869  PID         -  CD0869
 CD0869  STATE/COUNTY-  TX/CULBERSON
 CD0869  USGS QUAD   -  PLATEAU (1979)
 CD0869
 CD0869                         *CURRENT SURVEY CONTROL
 CD0869  ___________________________________________________________________
 CD0869* NAD 83(1986)-  31 03 40.     (N)    104 31 09.     (W)     SCALED    
 CD0869* NAVD 88     -      1226.636  (meters)    4024.39   (feet)  ADJUSTED  
 CD0869  ___________________________________________________________________
 CD0869  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CD0869  DYNAMIC HT  -        1224.731 (meters)    4018.14  (feet)  COMP
 CD0869  MODELED GRAV-     979,045.2   (mgal)                       NAVD 88
 CD0869
 CD0869  VERT ORDER  -  FIRST     CLASS II
 CD0869
 CD0869.The horizontal coordinates were scaled from a topographic map and have
 CD0869.an estimated accuracy of +/- 6 seconds.
 CD0869
 CD0869.The orthometric height was determined by differential leveling
 CD0869.and adjusted by the National Geodetic Survey in June 1991..
 CD0869
 CD0869.The geoid height was determined by GEOID03.
 CD0869
 CD0869.The dynamic height is computed by dividing the NAVD 88
 CD0869.geopotential number by the normal gravity value computed on the
 CD0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0869.degrees latitude (g = 980.6199 gals.).
 CD0869
 CD0869.The modeled gravity was interpolated from observed gravity values.
 CD0869
 CD0869;                    North         East    Units  Estimated Accuracy
 CD0869;SPC TX C     - 3,162,100.      300,630.      MT  (+/- 180 meters Scaled)
 CD0869
 CD0869                          SUPERSEDED SURVEY CONTROL
 CD0869
 CD0869.No superseded survey control is available for this station.
 CD0869
 CD0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ458364(NAD 83)
 CD0869_MARKER: I = METAL ROD
 CD0869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0869_SP_SET: STAINLESS STEEL ROD
 CD0869_STAMPING: N 1395 1981
 CD0869_MARK LOGO: NGS   
 CD0869_PROJECTION: FLUSH
 CD0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0869_ROD/PIPE-DEPTH: 5.2  meters
 CD0869
 CD0869  HISTORY     - Date     Condition        Report By
 CD0869  HISTORY     - 1981     MONUMENTED       NGS
 CD0869
 CD0869                          STATION DESCRIPTION
 CD0869
 CD0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0869'30.3 KM (18.8 MI) EAST FROM VAN HORN.
 CD0869'30.3 KM (18.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0869'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, OR, 29.0 KM (18.0 MI)
 CD0869'WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS JUNCTION WITH FARM
 CD0869'ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 1.2 KM (0.75 MI) WEST OF
 CD0869'MILE POST 159, 0.4 KM (0.25 MI) EAST OF MILE POST 158, 47.2 METERS
 CD0869'(155.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, AND 25.3
 CD0869'METERS (83.0 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CD0869'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0869'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0869'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0893 ***********************************************************************
 CD0893  DESIGNATION -  N 1396
 CD0893  PID         -  CD0893
 CD0893  STATE/COUNTY-  TX/JEFF DAVIS
 CD0893  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0893
 CD0893                         *CURRENT SURVEY CONTROL
 CD0893  ___________________________________________________________________
 CD0893* NAD 83(1986)-  31 04 57.     (N)    104 06 12.     (W)     SCALED    
 CD0893* NAVD 88     -      1237.715  (meters)    4060.74   (feet)  ADJUSTED  
 CD0893  ___________________________________________________________________
 CD0893  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 CD0893  DYNAMIC HT  -        1235.803 (meters)    4054.46  (feet)  COMP
 CD0893  MODELED GRAV-     979,052.7   (mgal)                       NAVD 88
 CD0893
 CD0893  VERT ORDER  -  FIRST     CLASS II
 CD0893
 CD0893.The horizontal coordinates were scaled from a topographic map and have
 CD0893.an estimated accuracy of +/- 6 seconds.
 CD0893
 CD0893.The orthometric height was determined by differential leveling
 CD0893.and adjusted by the National Geodetic Survey in June 1991..
 CD0893
 CD0893.The geoid height was determined by GEOID03.
 CD0893
 CD0893.The dynamic height is computed by dividing the NAVD 88
 CD0893.geopotential number by the normal gravity value computed on the
 CD0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0893.degrees latitude (g = 980.6199 gals.).
 CD0893
 CD0893.The modeled gravity was interpolated from observed gravity values.
 CD0893
 CD0893;                    North         East    Units  Estimated Accuracy
 CD0893;SPC TX C     - 3,163,050.      340,370.      MT  (+/- 180 meters Scaled)
 CD0893
 CD0893                          SUPERSEDED SURVEY CONTROL
 CD0893
 CD0893.No superseded survey control is available for this station.
 CD0893
 CD0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ855390(NAD 83)
 CD0893_MARKER: DB = BENCH MARK DISK
 CD0893_SETTING: 66 = SET IN ROCK OUTCROP
 CD0893_SP_SET: ROCK OUTCROP
 CD0893_STAMPING: N 1396 1981
 CD0893_MARK LOGO: NGS   
 CD0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0893+STABILITY: POSITION/ELEVATION WELL
 CD0893
 CD0893  HISTORY     - Date     Condition        Report By
 CD0893  HISTORY     - 1981     MONUMENTED       NGS
 CD0893  HISTORY     - 1990     GOOD             USPSQD
 CD0893
 CD0893                          STATION DESCRIPTION
 CD0893
 CD0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0893'11.3 KM (7.05 MI) EAST FROM KENT.
 CD0893'11.3 KM (7.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0893'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118, IN THE TOP OF
 CD0893'A 3X6 FT EXPOSED AREA OF BEDROCK, 0.1 KM (0.05 MI) WEST OF MILE
 CD0893'POST 184, 0.1 KM (0.05 MI) WEST OF EXIT 184, AND 17.3 METERS
 CD0893'(56.8 FT) SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD.
 CD0893'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 CD0893'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CD0893
 CD0893                          STATION RECOVERY (1990)
 CD0893
 CD0893'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0596 ***********************************************************************
 CC0596  DESIGNATION -  N 1397
 CC0596  PID         -  CC0596
 CC0596  STATE/COUNTY-  TX/REEVES
 CC0596  USGS QUAD   -  TOYAH (1970)
 CC0596
 CC0596                         *CURRENT SURVEY CONTROL
 CC0596  ___________________________________________________________________
 CC0596* NAD 83(1986)-  31 19 36.     (N)    103 45 43.     (W)     SCALED    
 CC0596* NAVD 88     -       875.897  (meters)    2873.67   (feet)  ADJUSTED  
 CC0596  ___________________________________________________________________
 CC0596  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CC0596  DYNAMIC HT  -         874.601 (meters)    2869.42  (feet)  COMP
 CC0596  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 CC0596
 CC0596  VERT ORDER  -  FIRST     CLASS II
 CC0596
 CC0596.The horizontal coordinates were scaled from a topographic map and have
 CC0596.an estimated accuracy of +/- 6 seconds.
 CC0596
 CC0596.The orthometric height was determined by differential leveling
 CC0596.and adjusted by the National Geodetic Survey in June 1991..
 CC0596
 CC0596.The geoid height was determined by GEOID03.
 CC0596
 CC0596.The dynamic height is computed by dividing the NAVD 88
 CC0596.geopotential number by the normal gravity value computed on the
 CC0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0596.degrees latitude (g = 980.6199 gals.).
 CC0596
 CC0596.The modeled gravity was interpolated from observed gravity values.
 CC0596
 CC0596;                    North         East    Units  Estimated Accuracy
 CC0596;SPC TX C     - 3,189,050.      373,760.      MT  (+/- 180 meters Scaled)
 CC0596
 CC0596                          SUPERSEDED SURVEY CONTROL
 CC0596
 CC0596.No superseded survey control is available for this station.
 CC0596
 CC0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ177664(NAD 83)
 CC0596_MARKER: I = METAL ROD
 CC0596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0596_SP_SET: STAINLESS STEEL ROD
 CC0596_STAMPING: N 1397 1981
 CC0596_MARK LOGO: NGS   
 CC0596_PROJECTION: FLUSH
 CC0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0596+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 CC0596_ROD/PIPE-DEPTH: 4.9  meters
 CC0596
 CC0596  HISTORY     - Date     Condition        Report By
 CC0596  HISTORY     - 1981     MONUMENTED       NGS
 CC0596  HISTORY     - 20001215 GOOD             USPSQD
 CC0596  HISTORY     - 20030908 GOOD             USPSQD
 CC0596  HISTORY     - 20051107 GOOD             USPSQD
 CC0596
 CC0596                          STATION DESCRIPTION
 CC0596
 CC0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0596'3.1 KM (1.95 MI) NE FROM TOYAH.
 CC0596'3.1 KM (1.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0596'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 1.3 KM (0.8 MI) NORTHEAST OF
 CC0596'A HIGHWAY BRIDGE, 0.7 KM (0.45 MI) NORTHEAST OF MILE POST 24, 0.9
 CC0596'KM (0.55 MI) SOUTHWEST OF MILE POST 25, 10.2 METERS (33.5 FT) WEST
 CC0596'OF A UTILITY POLE WITH 3 GUY WIRES, AND 8.5 METERS (27.9 FT)
 CC0596'SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD.  NOTE=ROD WAS DRIVEN
 CC0596'TO REFUSAL AT 16.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 CC0596'5-INCH LOGO CAP.
 CC0596'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CC0596'THE MARK IS 0.6 M BELOW THE ROAD.
 CC0596
 CC0596                          STATION RECOVERY (2000)
 CC0596
 CC0596'RECOVERY NOTE BY US POWER SQUADRON 2000 (JPM)
 CC0596'RECOVERED IN GOOD CONDITION.
 CC0596
 CC0596                          STATION RECOVERY (2003)
 CC0596
 CC0596'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 CC0596'WITNESS POST AND SIGN IN GOOD CONDITION.
 CC0596
 CC0596                          STATION RECOVERY (2005)
 CC0596
 CC0596'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJ)
 CC0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0351 ***********************************************************************
 BQ0351  DESIGNATION -  N 1398
 BQ0351  PID         -  BQ0351
 BQ0351  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0351  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0351
 BQ0351                         *CURRENT SURVEY CONTROL
 BQ0351  ___________________________________________________________________
 BQ0351* NAD 83(1986)-  30 32 22.     (N)    104 26 20.     (W)     SCALED    
 BQ0351* NAVD 88     -      1384.742  (meters)    4543.11   (feet)  ADJUSTED  
 BQ0351  ___________________________________________________________________
 BQ0351  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 BQ0351  DYNAMIC HT  -        1382.445 (meters)    4535.57  (feet)  COMP
 BQ0351  MODELED GRAV-     978,934.2   (mgal)                       NAVD 88
 BQ0351
 BQ0351  VERT ORDER  -  FIRST     CLASS II
 BQ0351
 BQ0351.The horizontal coordinates were scaled from a topographic map and have
 BQ0351.an estimated accuracy of +/- 6 seconds.
 BQ0351
 BQ0351.The orthometric height was determined by differential leveling
 BQ0351.and adjusted by the National Geodetic Survey in June 1991..
 BQ0351
 BQ0351.The geoid height was determined by GEOID03.
 BQ0351
 BQ0351.The dynamic height is computed by dividing the NAVD 88
 BQ0351.geopotential number by the normal gravity value computed on the
 BQ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0351.degrees latitude (g = 980.6199 gals.).
 BQ0351
 BQ0351.The modeled gravity was interpolated from observed gravity values.
 BQ0351
 BQ0351;                    North         East    Units  Estimated Accuracy
 BQ0351;SPC TX C     - 3,104,020.      306,150.      MT  (+/- 180 meters Scaled)
 BQ0351
 BQ0351                          SUPERSEDED SURVEY CONTROL
 BQ0351
 BQ0351.No superseded survey control is available for this station.
 BQ0351
 BQ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP538786(NAD 83)
 BQ0351_MARKER: I = METAL ROD
 BQ0351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0351_SP_SET: STAINLESS STEEL ROD
 BQ0351_STAMPING: N 1398 1981
 BQ0351_MARK LOGO: NGS   
 BQ0351_PROJECTION: FLUSH
 BQ0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0351_ROD/PIPE-DEPTH: 4.9  meters
 BQ0351
 BQ0351  HISTORY     - Date     Condition        Report By
 BQ0351  HISTORY     - 1981     MONUMENTED       NGS
 BQ0351  HISTORY     - 19961009 GOOD             USPSQD
 BQ0351
 BQ0351                          STATION DESCRIPTION
 BQ0351
 BQ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0351'8.4 KM (5.2 MI) SE FROM VALENTINE.
 BQ0351'8.4 KM (5.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0351'IN VALENTINE, 0.3 KM (0.2 MI) SOUTHEAST OF A GRAVELED ROAD LEADING
 BQ0351'WEST TO A SMALL TRAILER PARK, 75.0 METERS (246.0 FT) SOUTHEAST OF OF
 BQ0351'THE CENTER OF A DIRT ROAD LEADING WEST, 58.5 METERS (192.0 FT)
 BQ0351'SOUTHWEST AND ACROSS THE HIGHWAY FROM RAILROAD MILE POST 663, AND 16.0
 BQ0351'METERS (52.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BQ0351'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL
 BQ0351'WAS REACHED AT 16.0 FT.
 BQ0351'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0351'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BQ0351
 BQ0351                          STATION RECOVERY (1996)
 BQ0351
 BQ0351'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0379 ***********************************************************************
 BQ0379  DESIGNATION -  N 1399
 BQ0379  PID         -  BQ0379
 BQ0379  STATE/COUNTY-  TX/PRESIDIO
 BQ0379  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0379
 BQ0379                         *CURRENT SURVEY CONTROL
 BQ0379  ___________________________________________________________________
 BQ0379* NAD 83(1986)-  30 09 50.     (N)    104 05 34.     (W)     SCALED    
 BQ0379* NAVD 88     -      1362.313  (meters)    4469.52   (feet)  ADJUSTED  
 BQ0379  ___________________________________________________________________
 BQ0379  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BQ0379  DYNAMIC HT  -        1360.040 (meters)    4462.06  (feet)  COMP
 BQ0379  MODELED GRAV-     978,926.0   (mgal)                       NAVD 88
 BQ0379
 BQ0379  VERT ORDER  -  FIRST     CLASS II
 BQ0379
 BQ0379.The horizontal coordinates were scaled from a topographic map and have
 BQ0379.an estimated accuracy of +/- 6 seconds.
 BQ0379
 BQ0379.The orthometric height was determined by differential leveling
 BQ0379.and adjusted by the National Geodetic Survey in June 1991..
 BQ0379
 BQ0379.The geoid height was determined by GEOID03.
 BQ0379
 BQ0379.The dynamic height is computed by dividing the NAVD 88
 BQ0379.geopotential number by the normal gravity value computed on the
 BQ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0379.degrees latitude (g = 980.6199 gals.).
 BQ0379
 BQ0379.The modeled gravity was interpolated from observed gravity values.
 BQ0379
 BQ0379;                    North         East    Units  Estimated Accuracy
 BQ0379;SPC TXSC     - 4,268,980.      109,600.      MT  (+/- 180 meters Scaled)
 BQ0379
 BQ0379                          SUPERSEDED SURVEY CONTROL
 BQ0379
 BQ0379.No superseded survey control is available for this station.
 BQ0379
 BQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP873372(NAD 83)
 BQ0379_MARKER: I = METAL ROD
 BQ0379_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0379+WITH SETTING: INFORMATION.
 BQ0379_SP_SET: SHALLOW SET METAL ROD
 BQ0379_STAMPING: N 1399 1981
 BQ0379_MARK LOGO: NGS   
 BQ0379_PROJECTION: FLUSH
 BQ0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0379_ROD/PIPE-DEPTH: 1.8  meters
 BQ0379
 BQ0379  HISTORY     - Date     Condition        Report By
 BQ0379  HISTORY     - 1981     MONUMENTED       NGS
 BQ0379  HISTORY     - 1990     GOOD             USPSQD
 BQ0379  HISTORY     - 19961010 GOOD             USPSQD
 BQ0379
 BQ0379                          STATION DESCRIPTION
 BQ0379
 BQ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0379'17.8 KM (11.05 MI) SOUT FROM MARFA.
 BQ0379'17.8 KM (11.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0379'WITH U.S. HIGHWAY 90 IN MARFA, 28.3 METERS (92.8 FT) WEST-SOUTHWEST
 BQ0379'OF THE SOUTHWEST CORNER OF A 2-CHANNEL CONCRETE CULVERT, 22.1 METERS
 BQ0379'(72.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.7
 BQ0379'METERS (12.0 FT) NORTHEAST OF A CONCRETE RIGHT OF WAY MARKER.
 BQ0379'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0379'REFUSAL WAS REACHED AT 6.0 FT.
 BQ0379'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST AND FENCE
 BQ0379'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BQ0379
 BQ0379                          STATION RECOVERY (1990)
 BQ0379
 BQ0379'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0379'RECOVERED IN GOOD CONDITION.
 BQ0379
 BQ0379                          STATION RECOVERY (1996)
 BQ0379
 BQ0379'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0582 ***********************************************************************
 AB0582  DESIGNATION -  N 14
 AB0582  PID         -  AB0582
 AB0582  STATE/COUNTY-  TX/CAMERON
 AB0582  USGS QUAD   -  HARLINGEN (1983)
 AB0582
 AB0582                         *CURRENT SURVEY CONTROL
 AB0582  ___________________________________________________________________
 AB0582* NAD 83(1986)-  26 14 54.     (N)    097 41 35.     (W)     SCALED    
 AB0582* NAVD 88     -        10.211  (meters)      33.50   (feet)  ADJUSTED  
 AB0582  ___________________________________________________________________
 AB0582  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AB0582  DYNAMIC HT  -          10.195 (meters)      33.45  (feet)  COMP
 AB0582  MODELED GRAV-     979,039.0   (mgal)                       NAVD 88
 AB0582
 AB0582  VERT ORDER  -  SECOND    CLASS 0
 AB0582
 AB0582.The horizontal coordinates were scaled from a topographic map and have
 AB0582.an estimated accuracy of +/- 6 seconds.
 AB0582
 AB0582.The orthometric height was determined by differential leveling
 AB0582.and adjusted by the National Geodetic Survey in June 1991..
 AB0582
 AB0582.The geoid height was determined by GEOID03.
 AB0582
 AB0582.The dynamic height is computed by dividing the NAVD 88
 AB0582.geopotential number by the normal gravity value computed on the
 AB0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0582.degrees latitude (g = 980.6199 gals.).
 AB0582
 AB0582.The modeled gravity was interpolated from observed gravity values.
 AB0582
 AB0582;                    North         East    Units  Estimated Accuracy
 AB0582;SPC TX S     - 5,064,700.      380,620.      MT  (+/- 180 meters Scaled)
 AB0582
 AB0582                          SUPERSEDED SURVEY CONTROL
 AB0582
 AB0582  NGVD 29 (??/??/92)   10.308  (m)           33.82   (f) ADJ UNCH    2 0
 AB0582
 AB0582.Superseded values are not recommended for survey control.
 AB0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0582.See file dsdata.txt to determine how the superseded data were derived.
 AB0582
 AB0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ305038(NAD 83)
 AB0582_MARKER: DD = SURVEY DISK
 AB0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0582_SP_SET: CULVERT
 AB0582_STAMPING: N 14 33.51
 AB0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0582
 AB0582  HISTORY     - Date     Condition        Report By
 AB0582  HISTORY     - UNK      MONUMENTED
 AB0582  HISTORY     - 1942     GOOD             NGS
 AB0582  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0582
 AB0582                          STATION DESCRIPTION
 AB0582
 AB0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0582'2.6 MI E FROM COMBES.
 AB0582'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0582'ROAD AND GO 2.6 MILES TO CONCRETE CULVERT.  BENCH MARK IS SET
 AB0582'HORIZONTALLY IN CENTER OF THE TOP OF THE NORTH HEADWALL OF THE
 AB0582'CONCRETE CULVERT, IT IS 16 FEET NORTH OF AND ABOUT 1.5 FEET ABOVE THE
 AB0582'CENTERLINE OF THE ROAD.  NOTE-- EVIDENCE INDICATES THIS BM HAS BEEN
 AB0582'DESTROYED.  A CAMERON COUNTY DISK, STAMPED N 14 33.51 AND SET IN A
 AB0582'DRILL HOLE.
 AB0582
 AB0582                          STATION RECOVERY (1956)
 AB0582
 AB0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0597 ***********************************************************************
 CU0597  DESIGNATION -  N 14
 CU0597  PID         -  CU0597
 CU0597  STATE/COUNTY-  TX/HOWARD
 CU0597  USGS QUAD   -  ELBOW (1978)
 CU0597
 CU0597                         *CURRENT SURVEY CONTROL
 CU0597  ___________________________________________________________________
 CU0597* NAD 83(1986)-  32 14 38.     (N)    101 32 26.     (W)     SCALED    
 CU0597* NAVD 88     -       736.453  (meters)    2416.18   (feet)  ADJUSTED  
 CU0597  ___________________________________________________________________
 CU0597  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CU0597  DYNAMIC HT  -         735.440 (meters)    2412.86  (feet)  COMP
 CU0597  MODELED GRAV-     979,240.5   (mgal)                       NAVD 88
 CU0597
 CU0597  VERT ORDER  -  FIRST     CLASS II
 CU0597
 CU0597.The horizontal coordinates were scaled from a topographic map and have
 CU0597.an estimated accuracy of +/- 6 seconds.
 CU0597
 CU0597.The orthometric height was determined by differential leveling
 CU0597.and adjusted by the National Geodetic Survey in June 1991..
 CU0597
 CU0597.The geoid height was determined by GEOID03.
 CU0597
 CU0597.The dynamic height is computed by dividing the NAVD 88
 CU0597.geopotential number by the normal gravity value computed on the
 CU0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0597.degrees latitude (g = 980.6199 gals.).
 CU0597
 CU0597.The modeled gravity was interpolated from observed gravity values.
 CU0597
 CU0597;                    North         East    Units  Estimated Accuracy
 CU0597;SPC TXNC     - 2,068,160.      313,500.      MT  (+/- 180 meters Scaled)
 CU0597
 CU0597                          SUPERSEDED SURVEY CONTROL
 CU0597
 CU0597  NGVD 29 (??/??/92)  736.177  (m)         2415.27   (f) ADJ UNCH    1 2
 CU0597
 CU0597.Superseded values are not recommended for survey control.
 CU0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0597.See file dsdata.txt to determine how the superseded data were derived.
 CU0597
 CU0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA606703(NAD 83)
 CU0597_MARKER: P = PIPE CAP
 CU0597_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0597_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0597_STAMPING: N 14 1933
 CU0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0597
 CU0597  HISTORY     - Date     Condition        Report By
 CU0597  HISTORY     - 1933     MONUMENTED       CGS
 CU0597  HISTORY     - 1956     GOOD             NGS
 CU0597
 CU0597                          STATION DESCRIPTION
 CU0597
 CU0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0597'3.95 MI SW FROM BIG SPRING.
 CU0597'3.95 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0597'STATION AT BIG SPRING, 10 POLES SOUTHWEST OF MILEPOST 517, 54 FEET
 CU0597'NORTH OF THE NORTH CORNER OF THE FOUNDATION OF SEMAPHORE 517.5, 43
 CU0597'FEET NORTHWEST OF THE NORTHWEST RAIL, 4.8 FEET SOUTHEAST OF A FENCE,
 CU0597'2.2 FEET NORTHEAST OF A WITNESS POST, 5 FEET BELOW THE TOP OF THE
 CU0597'RAILS, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.5
 CU0597'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0139 ***********************************************************************
 EN0139  DESIGNATION -  N 140
 EN0139  PID         -  EN0139
 EN0139  STATE/COUNTY-  TX/HALL
 EN0139  USGS QUAD   -  TURKEY (1981)
 EN0139
 EN0139                         *CURRENT SURVEY CONTROL
 EN0139  ___________________________________________________________________
 EN0139* NAD 83(1986)-  34 23 50.     (N)    100 53 58.     (W)     SCALED    
 EN0139* NAVD 88     -       716.885  (meters)    2351.98   (feet)  ADJUSTED  
 EN0139  ___________________________________________________________________
 EN0139  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0139  DYNAMIC HT  -         716.034 (meters)    2349.19  (feet)  COMP
 EN0139  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 EN0139
 EN0139  VERT ORDER  -  FIRST     CLASS II
 EN0139
 EN0139.The horizontal coordinates were scaled from a topographic map and have
 EN0139.an estimated accuracy of +/- 6 seconds.
 EN0139
 EN0139.The orthometric height was determined by differential leveling
 EN0139.and adjusted by the National Geodetic Survey in June 1991..
 EN0139
 EN0139.The geoid height was determined by GEOID03.
 EN0139
 EN0139.The dynamic height is computed by dividing the NAVD 88
 EN0139.geopotential number by the normal gravity value computed on the
 EN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0139.degrees latitude (g = 980.6199 gals.).
 EN0139
 EN0139.The modeled gravity was interpolated from observed gravity values.
 EN0139
 EN0139;                    North         East    Units  Estimated Accuracy
 EN0139;SPC TX N     - 1,044,240.      255,230.      MT  (+/- 180 meters Scaled)
 EN0139
 EN0139                          SUPERSEDED SURVEY CONTROL
 EN0139
 EN0139  NGVD 29 (??/??/92)  716.576  (m)         2350.97   (f) ADJ UNCH    1 2
 EN0139
 EN0139.Superseded values are not recommended for survey control.
 EN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0139.See file dsdata.txt to determine how the superseded data were derived.
 EN0139
 EN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD253078(NAD 83)
 EN0139_MARKER: DB = BENCH MARK DISK
 EN0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0139_SP_SET: PLATFORM
 EN0139_STAMPING: N 140 1933
 EN0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0139
 EN0139  HISTORY     - Date     Condition        Report By
 EN0139  HISTORY     - 1933     MONUMENTED       CGS
 EN0139  HISTORY     - 1934     GOOD             NGS
 EN0139
 EN0139                          STATION DESCRIPTION
 EN0139
 EN0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0139'IN TURKEY.
 EN0139'AT TURKEY, HALL COUNTY, AT THE FORT WORTH AND DENVER CITY RAILWAY
 EN0139'STATION, IN THE NORTH FACE OF THE TELEGRAPH VESTIBULE FOUNDATION, 18
 EN0139'INCHES EAST OF THE NORTHWEST CORNER OF THE VESTIBULE, AND ABOUT 1/2
 EN0139'FOOT HIGHER THAN THE PLATFORM.  A STANDARD DISK, STAMPED 2350.966 N
 EN0139'140 1933 AND SET VERTICALLY.
 EN0139
 EN0139                          STATION RECOVERY (1934)
 EN0139
 EN0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0231 ***********************************************************************
 BB0231  DESIGNATION -  N 1400
 BB0231  PID         -  BB0231
 BB0231  STATE/COUNTY-  TX/PRESIDIO
 BB0231  USGS QUAD   -  SHAFTER (1983)
 BB0231
 BB0231                         *CURRENT SURVEY CONTROL
 BB0231  ___________________________________________________________________
 BB0231* NAD 83(1986)-  29 51 09.     (N)    104 17 26.     (W)     SCALED    
 BB0231* NAVD 88     -      1285.431  (meters)    4217.28   (feet)  ADJUSTED  
 BB0231  ___________________________________________________________________
 BB0231  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 BB0231  DYNAMIC HT  -        1283.283 (meters)    4210.24  (feet)  COMP
 BB0231  MODELED GRAV-     978,926.4   (mgal)                       NAVD 88
 BB0231
 BB0231  VERT ORDER  -  FIRST     CLASS II
 BB0231
 BB0231.The horizontal coordinates were scaled from a topographic map and have
 BB0231.an estimated accuracy of +/- 6 seconds.
 BB0231
 BB0231.The orthometric height was determined by differential leveling
 BB0231.and adjusted by the National Geodetic Survey in June 1991..
 BB0231
 BB0231.The geoid height was determined by GEOID03.
 BB0231
 BB0231.The dynamic height is computed by dividing the NAVD 88
 BB0231.geopotential number by the normal gravity value computed on the
 BB0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0231.degrees latitude (g = 980.6199 gals.).
 BB0231
 BB0231.The modeled gravity was interpolated from observed gravity values.
 BB0231
 BB0231;                    North         East    Units  Estimated Accuracy
 BB0231;SPC TXSC     - 4,235,340.       89,000.      MT  (+/- 180 meters Scaled)
 BB0231
 BB0231                          SUPERSEDED SURVEY CONTROL
 BB0231
 BB0231.No superseded survey control is available for this station.
 BB0231
 BB0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP685026(NAD 83)
 BB0231_MARKER: DB = BENCH MARK DISK
 BB0231_SETTING: 66 = SET IN ROCK OUTCROP
 BB0231_SP_SET: ROCK OUTCROP
 BB0231_STAMPING: N 1400 1981
 BB0231_MARK LOGO: NGS   
 BB0231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0231+STABILITY: POSITION/ELEVATION WELL
 BB0231
 BB0231  HISTORY     - Date     Condition        Report By
 BB0231  HISTORY     - 1981     MONUMENTED       NGS
 BB0231  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0231
 BB0231                          STATION DESCRIPTION
 BB0231
 BB0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0231'4.7 KM (2.9 MI) NE FROM SHAFTER.
 BB0231'4.7 KM (2.9 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0231'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, IN THE TOP CENTER
 BB0231'OF A 3X3 FOOT EXPOSED AREA OF ROCK OUTCROPPING WHICH IS FLUSH WITH
 BB0231'THE GROUND, ON THE INSIDE OF A HIGHWAY CURVE, 13.9 METERS (45.6 FT)
 BB0231'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.8 METERS
 BB0231'(9.1 FT) EAST-SOUTHEAST OF A FENCE.
 BB0231'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BB0231'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BB0231
 BB0231                          STATION RECOVERY (1996)
 BB0231
 BB0231'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0696 ***********************************************************************
 BP0696  DESIGNATION -  N 1401
 BP0696  PID         -  BP0696
 BP0696  STATE/COUNTY-  TX/PRESIDIO
 BP0696  USGS QUAD   -  PAISANO (1972)
 BP0696
 BP0696                         *CURRENT SURVEY CONTROL
 BP0696  ___________________________________________________________________
 BP0696* NAD 83(1986)-  30 16 08.     (N)    103 48 48.     (W)     SCALED    
 BP0696* NAVD 88     -      1550.493  (meters)    5086.91   (feet)  ADJUSTED  
 BP0696  ___________________________________________________________________
 BP0696  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 BP0696  DYNAMIC HT  -        1547.918 (meters)    5078.46  (feet)  COMP
 BP0696  MODELED GRAV-     978,925.4   (mgal)                       NAVD 88
 BP0696
 BP0696  VERT ORDER  -  FIRST     CLASS II
 BP0696
 BP0696.The horizontal coordinates were scaled from a topographic map and have
 BP0696.an estimated accuracy of +/- 6 seconds.
 BP0696
 BP0696.The orthometric height was determined by differential leveling
 BP0696.and adjusted by the National Geodetic Survey in June 1991..
 BP0696
 BP0696.The geoid height was determined by GEOID03.
 BP0696
 BP0696.The dynamic height is computed by dividing the NAVD 88
 BP0696.geopotential number by the normal gravity value computed on the
 BP0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0696.degrees latitude (g = 980.6199 gals.).
 BP0696
 BP0696.The modeled gravity was interpolated from observed gravity values.
 BP0696
 BP0696;                    North         East    Units  Estimated Accuracy
 BP0696;SPC TXSC     - 4,279,470.      136,970.      MT  (+/- 180 meters Scaled)
 BP0696
 BP0696                          SUPERSEDED SURVEY CONTROL
 BP0696
 BP0696.No superseded survey control is available for this station.
 BP0696
 BP0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP141491(NAD 83)
 BP0696_MARKER: DB = BENCH MARK DISK
 BP0696_SETTING: 66 = SET IN ROCK OUTCROP
 BP0696_SP_SET: ROCK OUTCROP
 BP0696_STAMPING: N 1401 1981
 BP0696_MARK LOGO: NGS   
 BP0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0696+STABILITY: POSITION/ELEVATION WELL
 BP0696
 BP0696  HISTORY     - Date     Condition        Report By
 BP0696  HISTORY     - 1981     MONUMENTED       NGS
 BP0696  HISTORY     - 20030214 GOOD             USPSQD
 BP0696
 BP0696                          STATION DESCRIPTION
 BP0696
 BP0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0696'21.4 KM (13.3 MI) EAST FROM MARFA.
 BP0696'21.4 KM (13.3 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0696'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, OR 2.9 KM (1.8 MI) WESTERLY
 BP0696'ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE RAILROAD STATION IN
 BP0696'ALPINE, THENCE 18.8 KM (11.65 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND
 BP0696'90, 0.2 KM (0.15 MI) EAST OF THE EAST END OF A REST AREA, 79.2 METERS
 BP0696'(259.8 FT) WEST OF THE EAST END OF A HIGHWAY CUT AND 11.9 METERS (39.0
 BP0696'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 BP0696'THE MARK IS 0.2 METERS  WSW FROM A WITNESS POST.
 BP0696'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 BP0696
 BP0696                          STATION RECOVERY (2003)
 BP0696
 BP0696'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BP0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0720 ***********************************************************************
 BP0720  DESIGNATION -  N 1402
 BP0720  PID         -  BP0720
 BP0720  STATE/COUNTY-  TX/BREWSTER
 BP0720  USGS QUAD   -  ALTUDA (1983)
 BP0720
 BP0720                         *CURRENT SURVEY CONTROL
 BP0720  ___________________________________________________________________
 BP0720* NAD 83(1986)-  30 15 36.     (N)    103 24 33.     (W)     SCALED    
 BP0720* NAVD 88     -      1352.194  (meters)    4436.32   (feet)  ADJUSTED  
 BP0720  ___________________________________________________________________
 BP0720  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 BP0720  DYNAMIC HT  -        1349.968 (meters)    4429.02  (feet)  COMP
 BP0720  MODELED GRAV-     978,948.3   (mgal)                       NAVD 88
 BP0720
 BP0720  VERT ORDER  -  FIRST     CLASS II
 BP0720
 BP0720.The horizontal coordinates were scaled from a topographic map and have
 BP0720.an estimated accuracy of +/- 6 seconds.
 BP0720
 BP0720.The orthometric height was determined by differential leveling
 BP0720.and adjusted by the National Geodetic Survey in June 1991..
 BP0720
 BP0720.The geoid height was determined by GEOID03.
 BP0720
 BP0720.The dynamic height is computed by dividing the NAVD 88
 BP0720.geopotential number by the normal gravity value computed on the
 BP0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0720.degrees latitude (g = 980.6199 gals.).
 BP0720
 BP0720.The modeled gravity was interpolated from observed gravity values.
 BP0720
 BP0720;                    North         East    Units  Estimated Accuracy
 BP0720;SPC TXSC     - 4,276,950.      175,790.      MT  (+/- 180 meters Scaled)
 BP0720
 BP0720                          SUPERSEDED SURVEY CONTROL
 BP0720
 BP0720.No superseded survey control is available for this station.
 BP0720
 BP0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP530486(NAD 83)
 BP0720_MARKER: I = METAL ROD
 BP0720_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0720+WITH SETTING: INFORMATION.
 BP0720_SP_SET: SHALLOW SET METAL ROD
 BP0720_STAMPING: N 1402 1981
 BP0720_MARK LOGO: NGS   
 BP0720_PROJECTION: FLUSH
 BP0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0720_ROD/PIPE-DEPTH: 2.1  meters
 BP0720
 BP0720  HISTORY     - Date     Condition        Report By
 BP0720  HISTORY     - 1981     MONUMENTED       NGS
 BP0720  HISTORY     - 20030214 GOOD             USPSQD
 BP0720
 BP0720                          STATION DESCRIPTION
 BP0720
 BP0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0720'17.6 KM (10.95 MI) NW FROM MARATHON.
 BP0720'17.6 KM (10.95 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0720'IN MARATHON, 20.4 METERS (66.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BP0720'HIGHWAY AND 2.2 METERS (7.2 FT) SOUTHEAST OF A UTILITY POLE NUMBER
 BP0720'3235.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0720'THE MARK IS 0.3 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0720'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 BP0720
 BP0720                          STATION RECOVERY (2003)
 BP0720
 BP0720'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BP0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0744 ***********************************************************************
 BP0744  DESIGNATION -  N 1403
 BP0744  PID         -  BP0744
 BP0744  STATE/COUNTY-  TX/BREWSTER
 BP0744  USGS QUAD   -  HOUSETOP MOUNTAINS (1968)
 BP0744
 BP0744                         *CURRENT SURVEY CONTROL
 BP0744  ___________________________________________________________________
 BP0744* NAD 83(1986)-  30 12 16.     (N)    102 58 11.     (W)     SCALED    
 BP0744* NAVD 88     -      1269.214  (meters)    4164.08   (feet)  ADJUSTED  
 BP0744  ___________________________________________________________________
 BP0744  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BP0744  DYNAMIC HT  -        1267.144 (meters)    4157.29  (feet)  COMP
 BP0744  MODELED GRAV-     978,966.5   (mgal)                       NAVD 88
 BP0744
 BP0744  VERT ORDER  -  FIRST     CLASS II
 BP0744
 BP0744.The horizontal coordinates were scaled from a topographic map and have
 BP0744.an estimated accuracy of +/- 6 seconds.
 BP0744
 BP0744.The orthometric height was determined by differential leveling
 BP0744.and adjusted by the National Geodetic Survey in June 1991..
 BP0744
 BP0744.The geoid height was determined by GEOID03.
 BP0744
 BP0744.The dynamic height is computed by dividing the NAVD 88
 BP0744.geopotential number by the normal gravity value computed on the
 BP0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0744.degrees latitude (g = 980.6199 gals.).
 BP0744
 BP0744.The modeled gravity was interpolated from observed gravity values.
 BP0744
 BP0744;                    North         East    Units  Estimated Accuracy
 BP0744;SPC TXSC     - 4,269,280.      217,850.      MT  (+/- 180 meters Scaled)
 BP0744
 BP0744                          SUPERSEDED SURVEY CONTROL
 BP0744
 BP0744.No superseded survey control is available for this station.
 BP0744
 BP0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP954431(NAD 83)
 BP0744_MARKER: DB = BENCH MARK DISK
 BP0744_SETTING: 66 = SET IN ROCK OUTCROP
 BP0744_SP_SET: ROCK OUTCROP
 BP0744_STAMPING: N 1403 1981
 BP0744_MARK LOGO: NGS   
 BP0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0744+STABILITY: POSITION/ELEVATION WELL
 BP0744
 BP0744  HISTORY     - Date     Condition        Report By
 BP0744  HISTORY     - 1981     MONUMENTED       NGS
 BP0744  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0744
 BP0744                          STATION DESCRIPTION
 BP0744
 BP0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0744'27.5 KM (17.1 MI) EAST FROM MARATHON.
 BP0744'27.5 KM (17.1 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0744'IN MARATHON, ON TOP OF A HIGHWAY CUT, IN A 3 BY 50 FT      SED AREA OF
 BP0744'OUTCROPPING BEDROCK, 0.6 KM (0.35 MI) WEST OF A T-FENCE CORNER, 18.9
 BP0744'METERS (62.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 16.2 METERS
 BP0744'(53.1 FT) EAST OF THE WEST END OF THE CUT BANK, 7.9 METERS (2590 FT)
 BP0744'SOUTH OF THE EDGE OF THE CUT BANK AND 1.2 METERS (3.9 FT) NORTH OF A
 BP0744'FENCE.
 BP0744'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 BP0744'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
 BP0744
 BP0744                          STATION RECOVERY (2001)
 BP0744
 BP0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0744'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1070 ***********************************************************************
 AJ1070  DESIGNATION -  N 1404
 AJ1070  PID         -  AJ1070
 AJ1070  STATE/COUNTY-  TX/ZAPATA
 AJ1070  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1070
 AJ1070                         *CURRENT SURVEY CONTROL
 AJ1070  ___________________________________________________________________
 AJ1070* NAD 83(1986)-  27 07 09.     (N)    099 25 27.     (W)     SCALED    
 AJ1070* NAVD 88     -       105.260  (meters)     345.34   (feet)  ADJUSTED  
 AJ1070  ___________________________________________________________________
 AJ1070  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AJ1070  DYNAMIC HT  -         105.091 (meters)     344.79  (feet)  COMP
 AJ1070  MODELED GRAV-     979,039.8   (mgal)                       NAVD 88
 AJ1070
 AJ1070  VERT ORDER  -  FIRST     CLASS II
 AJ1070
 AJ1070.The horizontal coordinates were scaled from a topographic map and have
 AJ1070.an estimated accuracy of +/- 6 seconds.
 AJ1070
 AJ1070.The orthometric height was determined by differential leveling
 AJ1070.and adjusted by the National Geodetic Survey in June 1991..
 AJ1070
 AJ1070.The geoid height was determined by GEOID03.
 AJ1070
 AJ1070.The dynamic height is computed by dividing the NAVD 88
 AJ1070.geopotential number by the normal gravity value computed on the
 AJ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1070.degrees latitude (g = 980.6199 gals.).
 AJ1070
 AJ1070.The modeled gravity was interpolated from observed gravity values.
 AJ1070
 AJ1070;                    North         East    Units  Estimated Accuracy
 AJ1070;SPC TX S     - 5,161,260.      208,380.      MT  (+/- 180 meters Scaled)
 AJ1070
 AJ1070                          SUPERSEDED SURVEY CONTROL
 AJ1070
 AJ1070.No superseded survey control is available for this station.
 AJ1070
 AJ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ579997(NAD 83)
 AJ1070_MARKER: I = METAL ROD
 AJ1070_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1070_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1070_STAMPING: N 1404 1981
 AJ1070_MARK LOGO: NGS   
 AJ1070_PROJECTION: FLUSH
 AJ1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1070+STABILITY: POSITION/ELEVATION WELL
 AJ1070_ROD/PIPE-DEPTH: 5.5  meters
 AJ1070_SLEEVE-DEPTH  : 5.2 meters
 AJ1070
 AJ1070  HISTORY     - Date     Condition        Report By
 AJ1070  HISTORY     - 1981     MONUMENTED       NGS
 AJ1070
 AJ1070                          STATION DESCRIPTION
 AJ1070
 AJ1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1070'9.0 KM (5.55 MI) NORTH FROM SAN YGNACIO.
 AJ1070'9.0 KM (5.55 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AJ1070'ROAD 3169 AT SAN YGNACIO, AT THE MAIN GATE ENTRANCE TO THE MECOM
 AJ1070'RANCH, ABOUT 61 METERS (200 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 AJ1070'PRIVATE AIRPORT RUNWAY, 27.8 METERS (91.11 FT) EAST OF CENTER OF
 AJ1070'HIGHWAY, 7.0 METERS (23. 0 FT) NORTH OF AN ASPHALT ENTRANCE DRIVE
 AJ1070'LEADING EAST, 2.7 METERS (8.7 FT) EAST OF A BOARD FENCE, 14.0 METERS
 AJ1070'(46.0 FT) SOUTH OF A BOARD FENCE, AND 2.1 METERS (7.0 FT) NORTHEAST OF
 AJ1070'THE NORTHEAST CORNER OF STONE GATE PILLAR.
 AJ1070'THE MARK IS 2.7 METERS  E FROM A WITNESS POST.
 AJ1070'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1073 ***********************************************************************
 AJ1073  DESIGNATION -  N 1405
 AJ1073  PID         -  AJ1073
 AJ1073  STATE/COUNTY-  TX/ZAPATA
 AJ1073  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ1073
 AJ1073                         *CURRENT SURVEY CONTROL
 AJ1073  ___________________________________________________________________
 AJ1073* NAD 83(1986)-  27 09 37.     (N)    099 25 22.     (W)     SCALED    
 AJ1073* NAVD 88     -       105.313  (meters)     345.51   (feet)  ADJUSTED  
 AJ1073  ___________________________________________________________________
 AJ1073  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AJ1073  DYNAMIC HT  -         105.144 (meters)     344.96  (feet)  COMP
 AJ1073  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 AJ1073
 AJ1073  VERT ORDER  -  FIRST     CLASS II
 AJ1073
 AJ1073.The horizontal coordinates were scaled from a topographic map and have
 AJ1073.an estimated accuracy of +/- 6 seconds.
 AJ1073
 AJ1073.The orthometric height was determined by differential leveling
 AJ1073.and adjusted by the National Geodetic Survey in June 1991..
 AJ1073
 AJ1073.The geoid height was determined by GEOID03.
 AJ1073
 AJ1073.The dynamic height is computed by dividing the NAVD 88
 AJ1073.geopotential number by the normal gravity value computed on the
 AJ1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1073.degrees latitude (g = 980.6199 gals.).
 AJ1073
 AJ1073.The modeled gravity was interpolated from observed gravity values.
 AJ1073
 AJ1073;                    North         East    Units  Estimated Accuracy
 AJ1073;SPC TX S     - 5,165,810.      208,550.      MT  (+/- 180 meters Scaled)
 AJ1073
 AJ1073                          SUPERSEDED SURVEY CONTROL
 AJ1073
 AJ1073.No superseded survey control is available for this station.
 AJ1073
 AJ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR581042(NAD 83)
 AJ1073_MARKER: I = METAL ROD
 AJ1073_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1073_SP_SET: STAINLESS STEEL ROD
 AJ1073_STAMPING: N 1405 1981
 AJ1073_MARK LOGO: NGS   
 AJ1073_PROJECTION: RECESSED 4 CENTIMETERS
 AJ1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1073_ROD/PIPE-DEPTH: 9.8  meters
 AJ1073
 AJ1073  HISTORY     - Date     Condition        Report By
 AJ1073  HISTORY     - 1981     MONUMENTED       NGS
 AJ1073
 AJ1073                          STATION DESCRIPTION
 AJ1073
 AJ1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1073'13.4 KM (8.35 MI) NORTH FROM SAN YGNACIO.
 AJ1073'13.4 KM (8.35 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1073'FARM ROAD 1369 AT SAN YGNACIO, AT A DIRT ROAD LEADING EAST AND WEST,
 AJ1073'15.1 METERS (49.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 AJ1073'5.0 METERS (16.4 FT) SOUTH OF THE CENTER OF THE ROAD, 4.9 METERS
 AJ1073'(16.0 FT) NORTH OF A LARGE TRIPLE TRUNKED TREE, 3.6 METERS (11.9 FT)
 AJ1073'WEST OF THE CENTER OF THE SOUTH END OF A CONCRETE PIPE CULVERT UNDER
 AJ1073'HIGHWAY, AND 0.45 METERS (1.5 FT) EAST OF A POWERLINE POLE.
 AJ1073'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 AJ1073'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1202 ***********************************************************************
 AB1202  DESIGNATION -  N 1406
 AB1202  PID         -  AB1202
 AB1202  STATE/COUNTY-  TX/CAMERON
 AB1202  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1202
 AB1202                         *CURRENT SURVEY CONTROL
 AB1202  ___________________________________________________________________
 AB1202* NAD 83(1986)-  25 53 57.     (N)    097 29 45.     (W)     SCALED    
 AB1202* NAVD 88     -        10.430  (meters)      34.22   (feet)  ADJUSTED  
 AB1202  ___________________________________________________________________
 AB1202  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 AB1202  DYNAMIC HT  -          10.413 (meters)      34.16  (feet)  COMP
 AB1202  MODELED GRAV-     979,024.4   (mgal)                       NAVD 88
 AB1202
 AB1202  VERT ORDER  -  FIRST     CLASS II
 AB1202
 AB1202.The horizontal coordinates were scaled from a topographic map and have
 AB1202.an estimated accuracy of +/- 6 seconds.
 AB1202
 AB1202.The orthometric height was determined by differential leveling
 AB1202.and adjusted by the National Geodetic Survey in June 1991..
 AB1202
 AB1202.The geoid height was determined by GEOID03.
 AB1202
 AB1202.The dynamic height is computed by dividing the NAVD 88
 AB1202.geopotential number by the normal gravity value computed on the
 AB1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1202.degrees latitude (g = 980.6199 gals.).
 AB1202
 AB1202.The modeled gravity was interpolated from observed gravity values.
 AB1202
 AB1202;                    North         East    Units  Estimated Accuracy
 AB1202;SPC TX S     - 5,026,160.      400,630.      MT  (+/- 180 meters Scaled)
 AB1202
 AB1202                          SUPERSEDED SURVEY CONTROL
 AB1202
 AB1202.No superseded survey control is available for this station.
 AB1202
 AB1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP506653(NAD 83)
 AB1202_MARKER: I = METAL ROD
 AB1202_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1202_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1202_STAMPING: N 1406 1981
 AB1202_MARK LOGO: NGS   
 AB1202_PROJECTION: RECESSED 4 CENTIMETERS
 AB1202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1202+STABILITY: POSITION/ELEVATION WELL
 AB1202_ROD/PIPE-DEPTH: 15.8 meters
 AB1202_SLEEVE-DEPTH  : 9.1 meters
 AB1202
 AB1202  HISTORY     - Date     Condition        Report By
 AB1202  HISTORY     - 1981     MONUMENTED       NGS
 AB1202  HISTORY     - 1990     GOOD             USPSQD
 AB1202  HISTORY     - 19910322 GOOD             USPSQD
 AB1202
 AB1202                          STATION DESCRIPTION
 AB1202
 AB1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1202'IN BROWNSVILLE.
 AB1202'SET IN THE WEST NORTHWEST CORNER OF THE LAWN AT THE JACOB BROWN
 AB1202'AUDITORIUM IN BROWNSVILLE BY A MONUMENT FOR THE LANDING OF THE FIRST
 AB1202'MISSIONARIES IN THE RIO GRANDE VALLEY AND ABOUT THE EXTENDED LINE OF
 AB1202'THE NORTHWEST FACE OF THE U.S. CUSTOMS BUILDING, LOCATED AT THE
 AB1202'JUNCTION OF INTERNATIONAL BOULEVARD AND ELIZABETH STREET, 12.4 METERS
 AB1202'(41.0 FT) SOUTH SOUTHEAST OF THE SOUTHEAST CURB OF INTERNATIONAL
 AB1202'BOULEVARD, 22.8 METERS (75.0 FT) EAST NORTHEAST OF THE NORTHEAST CURB
 AB1202'OF ELIZABETH STREET, 15.5 METERS (51.0 FT) EAST OF A FIRE HYDRANT,
 AB1202'12.4 METERS (41.0 FT) SOUTHEAST OF A STREET LIGHT POLE, AND 5.1 METERS
 AB1202'(17.0 FT) NORTH NORTHEAST OF THE NORTH NORTHEAST CORNER OF THE BASE OF
 AB1202'THE MONUMENT.
 AB1202'THE MARK IS 0.15 M ABOVE STREETS.
 AB1202
 AB1202                          STATION RECOVERY (1990)
 AB1202
 AB1202'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB1202'RECOVERED IN GOOD CONDITION.
 AB1202
 AB1202                          STATION RECOVERY (1991)
 AB1202
 AB1202'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1268 ***********************************************************************
 AB1268  DESIGNATION -  N 1407
 AB1268  PID         -  AB1268
 AB1268  STATE/COUNTY-  TX/KENEDY
 AB1268  USGS QUAD   -  NORIAS (1982)
 AB1268
 AB1268                         *CURRENT SURVEY CONTROL
 AB1268  ___________________________________________________________________
 AB1268* NAD 83(1986)-  26 47 09.     (N)    097 46 32.     (W)     SCALED    
 AB1268* NAVD 88     -         6.424  (meters)      21.08   (feet)  ADJUSTED  
 AB1268  ___________________________________________________________________
 AB1268  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AB1268  DYNAMIC HT  -           6.414 (meters)      21.04  (feet)  COMP
 AB1268  MODELED GRAV-     979,067.9   (mgal)                       NAVD 88
 AB1268
 AB1268  VERT ORDER  -  FIRST     CLASS II
 AB1268
 AB1268.The horizontal coordinates were scaled from a topographic map and have
 AB1268.an estimated accuracy of +/- 6 seconds.
 AB1268
 AB1268.The orthometric height was determined by differential leveling
 AB1268.and adjusted by the National Geodetic Survey in June 1991..
 AB1268
 AB1268.The geoid height was determined by GEOID03.
 AB1268
 AB1268.The dynamic height is computed by dividing the NAVD 88
 AB1268.geopotential number by the normal gravity value computed on the
 AB1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1268.degrees latitude (g = 980.6199 gals.).
 AB1268
 AB1268.The modeled gravity was interpolated from observed gravity values.
 AB1268
 AB1268;                    North         East    Units  Estimated Accuracy
 AB1268;SPC TX S     - 5,124,200.      372,030.      MT  (+/- 180 meters Scaled)
 AB1268
 AB1268                          SUPERSEDED SURVEY CONTROL
 AB1268
 AB1268.No superseded survey control is available for this station.
 AB1268
 AB1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ217633(NAD 83)
 AB1268_MARKER: I = METAL ROD
 AB1268_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1268_SP_SET: STAINLESS STEEL ROD
 AB1268_STAMPING: N 1407 1981
 AB1268_MARK LOGO: NGS   
 AB1268_PROJECTION: RECESSED 3 CENTIMETERS
 AB1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1268_ROD/PIPE-DEPTH: 9.7  meters
 AB1268
 AB1268  HISTORY     - Date     Condition        Report By
 AB1268  HISTORY     - 1981     MONUMENTED       NGS
 AB1268  HISTORY     - 1990     GOOD             USPSQD
 AB1268
 AB1268                          STATION DESCRIPTION
 AB1268
 AB1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1268'34.6 KM (21.5 MI) NORTH FROM RAYMONDVILLE.
 AB1268'5.1 KM (3.2 MI) NORTH ALONG U.S. BUSINESS HIGHWAY 77 FROM THE JUNCTION
 AB1268'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 29.4 KM (18.3 MI) NORTH
 AB1268'ALONG U.S. HIGHWAY 77 AT AN ASPHALT ROAD LEADING WEST THROUGH A WHITE
 AB1268'WELDED WIRE AND PIPE FRAMED GATE IN THE SMALL COMMUNITY OF NORIAS,
 AB1268'40.2 METERS (132.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 77,
 AB1268'14.9 METERS (49.0 FT) EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE
 AB1268'MISSOURI PACIFIC RAILROAD, 4.7 METERS (15.5 FT) SOUTH OF THE CENTER OF
 AB1268'THE PIPE FRAMED GATE, 8.9 METERS (29.5 FT) SOUTHSOUTHWEST OF A
 AB1268'POWERLINE POLE WITH A SECURITY LIGHT, 1.2 METERS (4.0 FT)
 AB1268'NORTHNORTHEAST OF THE SECOND ONE OF 3 LARGE WHITE FENCE POSTS, AND
 AB1268'0.15 METERS (0.5 FT) EAST OF THE WHITE BOARD FENCE.
 AB1268'THE MARK IS 2.7 METERS  N FROM A WITNESS POST.
 AB1268'THE MARK IS 0.6 M BELOW TRACKS.
 AB1268
 AB1268                          STATION RECOVERY (1990)
 AB1268
 AB1268'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB1268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1295 ***********************************************************************
 AB1295  DESIGNATION -  N 1408
 AB1295  PID         -  AB1295
 AB1295  STATE/COUNTY-  TX/CAMERON
 AB1295  USGS QUAD   -  SANTA ROSA (1982)
 AB1295
 AB1295                         *CURRENT SURVEY CONTROL
 AB1295  ___________________________________________________________________
 AB1295* NAD 83(1986)-  26 18 36.     (N)    097 46 24.     (W)     SCALED    
 AB1295* NAVD 88     -        13.726  (meters)      45.03   (feet)  ADJUSTED  
 AB1295  ___________________________________________________________________
 AB1295  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AB1295  DYNAMIC HT  -          13.704 (meters)      44.96  (feet)  COMP
 AB1295  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 AB1295
 AB1295  VERT ORDER  -  FIRST     CLASS II
 AB1295
 AB1295.The horizontal coordinates were scaled from a topographic map and have
 AB1295.an estimated accuracy of +/- 6 seconds.
 AB1295
 AB1295.The orthometric height was determined by differential leveling
 AB1295.and adjusted by the National Geodetic Survey in June 1991..
 AB1295
 AB1295.The geoid height was determined by GEOID03.
 AB1295
 AB1295.The dynamic height is computed by dividing the NAVD 88
 AB1295.geopotential number by the normal gravity value computed on the
 AB1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1295.degrees latitude (g = 980.6199 gals.).
 AB1295
 AB1295.The modeled gravity was interpolated from observed gravity values.
 AB1295
 AB1295;                    North         East    Units  Estimated Accuracy
 AB1295;SPC TX S     - 5,071,490.      372,560.      MT  (+/- 180 meters Scaled)
 AB1295
 AB1295                          SUPERSEDED SURVEY CONTROL
 AB1295
 AB1295.No superseded survey control is available for this station.
 AB1295
 AB1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ224105(NAD 83)
 AB1295_MARKER: I = METAL ROD
 AB1295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1295_SP_SET: STAINLESS STEEL ROD
 AB1295_STAMPING: N 1408 1981
 AB1295_MARK LOGO: NGS   
 AB1295_PROJECTION: RECESSED 3 CENTIMETERS
 AB1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1295+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AB1295_ROD/PIPE-DEPTH: 12.1 meters
 AB1295
 AB1295  HISTORY     - Date     Condition        Report By
 AB1295  HISTORY     - 1981     MONUMENTED       NGS
 AB1295  HISTORY     - 19910416 GOOD             USPSQD
 AB1295  HISTORY     - 19930123 GOOD             USPSQD
 AB1295  HISTORY     - 20010604 GOOD             JCLS
 AB1295
 AB1295                          STATION DESCRIPTION
 AB1295
 AB1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1295'4.2 KM (2.60 MI) SSE FROM SEBASTIAN.
 AB1295'2.5 KM (1.55 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM
 AB1295'THE SEBASTIAN POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 506 SOUTH,
 AB1295'THENCE 1.7 KM (1.05 MI) SOUTHEAST ALONG THE EAST FRONTAGE ROAD TO THE
 AB1295'ENTRANCE TO THE BALLENGER FARMS LEADING EAST.  13.4 METERS (44.0 FT)
 AB1295'EAST NORTHEAST OF THE CENTER OF THE FRONTAGE ROAD, 7.9 METERS
 AB1295'(26.0 FT) NORTH NORTHWEST OF THE CENTER OF THE FARM ENTRANCE,
 AB1295'3.9 METERS (13.0 FT) NORTH NORTHWEST OF THE SOUTH END OF A CHAIN LINK
 AB1295'FENCE NORTH OF THE DRIVEWAY, AND 0.3 METER (1.0 FT) WEST SOUTHWEST OF
 AB1295'THE CHAIN LINK FENCE.
 AB1295'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 AB1295'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
 AB1295
 AB1295                          STATION RECOVERY (1991)
 AB1295
 AB1295'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1295'RECOVERED IN GOOD CONDITION.
 AB1295
 AB1295                          STATION RECOVERY (1993)
 AB1295
 AB1295'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1295'RECOVERED IN GOOD CONDITION.
 AB1295
 AB1295                          STATION RECOVERY (2001)
 AB1295
 AB1295'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AB1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1260 ***********************************************************************
 AE1260  DESIGNATION -  N 1409
 AE1260  PID         -  AE1260
 AE1260  STATE/COUNTY-  TX/HIDALGO
 AE1260  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1260
 AE1260                         *CURRENT SURVEY CONTROL
 AE1260  ___________________________________________________________________
 AE1260* NAD 83(1986)-  26 15 32.     (N)    098 31 58.     (W)     SCALED    
 AE1260* NAVD 88     -        52.491  (meters)     172.21   (feet)  ADJUSTED  
 AE1260  ___________________________________________________________________
 AE1260  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE1260  DYNAMIC HT  -          52.404 (meters)     171.93  (feet)  COMP
 AE1260  MODELED GRAV-     978,986.8   (mgal)                       NAVD 88
 AE1260
 AE1260  VERT ORDER  -  FIRST     CLASS II
 AE1260
 AE1260.The horizontal coordinates were scaled from a topographic map and have
 AE1260.an estimated accuracy of +/- 6 seconds.
 AE1260
 AE1260.The orthometric height was determined by differential leveling
 AE1260.and adjusted by the National Geodetic Survey in June 1991..
 AE1260
 AE1260.The geoid height was determined by GEOID03.
 AE1260
 AE1260.The dynamic height is computed by dividing the NAVD 88
 AE1260.geopotential number by the normal gravity value computed on the
 AE1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1260.degrees latitude (g = 980.6199 gals.).
 AE1260
 AE1260.The modeled gravity was interpolated from observed gravity values.
 AE1260
 AE1260;                    North         East    Units  Estimated Accuracy
 AE1260;SPC TX S     - 5,065,620.      296,730.      MT  (+/- 180 meters Scaled)
 AE1260
 AE1260                          SUPERSEDED SURVEY CONTROL
 AE1260
 AE1260.No superseded survey control is available for this station.
 AE1260
 AE1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ466044(NAD 83)
 AE1260_MARKER: I = METAL ROD
 AE1260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1260_SP_SET: STAINLESS STEEL ROD
 AE1260_STAMPING: N 1409 1981
 AE1260_MARK LOGO: NGS   
 AE1260_PROJECTION: FLUSH
 AE1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1260_ROD/PIPE-DEPTH: 4.9  meters
 AE1260
 AE1260  HISTORY     - Date     Condition        Report By
 AE1260  HISTORY     - 1981     MONUMENTED       NGS
 AE1260  HISTORY     - 19920707 GOOD             USPSQD
 AE1260
 AE1260                          STATION DESCRIPTION
 AE1260
 AE1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1260'2.6 KM (1.6 MI) EAST FROM SULLIVAN CITY.
 AE1260'2.6 KM (1.6 MI) EAST ALONG U.S. HIGHWAY 83 EASTBOUND FROM THE JUNCTION
 AE1260'OF FARM ROAD 886 SOUTH AT SULLIVAN CITY, AT THE JUNCTION OF A PAVED
 AE1260'ROAD LEADING SOUTHEAST TO A GRAVEL QUARRY (OLD U.S. HIGHWAY 83),
 AE1260'35.7 METERS (117.0 FT) SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES,
 AE1260'10.1 METERS (33.2 FT) NORTH NORTHEAST OF THE CENTER OF THE ROAD,
 AE1260'15.8 METERS (52.0 FT) SOUTHWEST OF A CORNER FENCE POST, 7.6 METERS
 AE1260'(24.8 FT) NORTHEAST OF A CORNER FENCE POST, 0.88 METERS (2.9 FT)
 AE1260'NORTHEAST OF A POWERLINE POLE WITH 2 GUY WIRES SHARING A COMMON
 AE1260'ANCHOR, 6.1 METERS (20.0 FT) SOUTHWEST OF THE GUY WIRE ANCHOR, AND
 AE1260'0.31 METERS (1.0 FT) SOUTHEAST OF A FENCE LINE.  NOTE, ROD DRIVEN TO
 AE1260'REFUSAL.
 AE1260'THE MARK IS 0.31 METERS  SE FROM A WITNESS POST.
 AE1260'THE MARK IS 1.5 M BELOW HIGHWAY.
 AE1260
 AE1260                          STATION RECOVERY (1992)
 AE1260
 AE1260'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0338 ***********************************************************************
 DP0338  DESIGNATION -  N 141
 DP0338  PID         -  DP0338
 DP0338  STATE/COUNTY-  TX/FLOYD
 DP0338  USGS QUAD   -  BARWISE (1968)
 DP0338
 DP0338                         *CURRENT SURVEY CONTROL
 DP0338  ___________________________________________________________________
 DP0338* NAD 83(1986)-  33 57 49.     (N)    101 32 45.     (W)     SCALED    
 DP0338* NAVD 88     -       988.907  (meters)    3244.44   (feet)  POSTED    
 DP0338  ___________________________________________________________________
 DP0338  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DP0338  DYNAMIC HT  -         987.640 (meters)    3240.28  (feet)  COMP
 DP0338  MODELED GRAV-     979,323.1   (mgal)                       NAVD 88
 DP0338
 DP0338  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0338
 DP0338.The horizontal coordinates were scaled from a topographic map and have
 DP0338.an estimated accuracy of +/- 6 seconds.
 DP0338
 DP0338.The orthometric height was determined by differential leveling
 DP0338.and adjusted by the National Geodetic Survey in 1992..
 DP0338.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0338.rate of 1.1 thru 2.0 mm/km.
 DP0338
 DP0338.The geoid height was determined by GEOID03.
 DP0338
 DP0338.The dynamic height is computed by dividing the NAVD 88
 DP0338.geopotential number by the normal gravity value computed on the
 DP0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0338.degrees latitude (g = 980.6199 gals.).
 DP0338
 DP0338.The modeled gravity was interpolated from observed gravity values.
 DP0338
 DP0338;                    North         East    Units  Estimated Accuracy
 DP0338;SPC TXNC     - 2,258,800.      318,530.      MT  (+/- 180 meters Scaled)
 DP0338
 DP0338                          SUPERSEDED SURVEY CONTROL
 DP0338
 DP0338  NGVD 29 (??/??/92)  988.534  (m)         3243.22   (f) ADJ UNCH    1 2
 DP0338
 DP0338.Superseded values are not recommended for survey control.
 DP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0338.See file dsdata.txt to determine how the superseded data were derived.
 DP0338
 DP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC647610(NAD 83)
 DP0338_MARKER: DB = BENCH MARK DISK
 DP0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0338_STAMPING: 3243.215 N 141 1933
 DP0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0338+STABILITY: SURFACE MOTION
 DP0338
 DP0338  HISTORY     - Date     Condition        Report By
 DP0338  HISTORY     - 1933     MONUMENTED       CGS
 DP0338  HISTORY     - 1958     GOOD             NGS
 DP0338
 DP0338                          STATION DESCRIPTION
 DP0338
 DP0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0338'6.8 MI NE FROM PETERSBURG.
 DP0338'6.8 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0338'THE STATION AT PETERSBURG, HALE COUNTY, ABOUT 2.5 MILES SOUTH OF THE
 DP0338'SIGNBOARD AT BARWISE, FLOYD COUNTY, ABOUT 55 RAILS NORTH OF A
 DP0338'PUBLIC-ROAD CROSSING, 43 FEET NORTH OF MILEPOST L 326, 46 FEET WEST OF
 DP0338'THE TRACK, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 DP0338'DISK, STAMPED 3243.215 N 141 1933 AND SET IN THE TOP OF A CONCRETE
 DP0338'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0628 ***********************************************************************
 CC0628  DESIGNATION -  N 1410
 CC0628  PID         -  CC0628
 CC0628  STATE/COUNTY-  TX/PECOS
 CC0628  USGS QUAD   -  DIAMOND Y SPRING NW (1974)
 CC0628
 CC0628                         *CURRENT SURVEY CONTROL
 CC0628  ___________________________________________________________________
 CC0628* NAD 83(1986)-  31 14 50.     (N)    102 53 28.     (W)     SCALED    
 CC0628* NAVD 88     -       752.482  (meters)    2468.77   (feet)  ADJUSTED  
 CC0628  ___________________________________________________________________
 CC0628  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CC0628  DYNAMIC HT  -         751.415 (meters)    2465.27  (feet)  COMP
 CC0628  MODELED GRAV-     979,197.0   (mgal)                       NAVD 88
 CC0628
 CC0628  VERT ORDER  -  FIRST     CLASS II
 CC0628
 CC0628.The horizontal coordinates were scaled from a topographic map and have
 CC0628.an estimated accuracy of +/- 6 seconds.
 CC0628
 CC0628.The orthometric height was determined by differential leveling
 CC0628.and adjusted by the National Geodetic Survey in June 1991..
 CC0628
 CC0628.The geoid height was determined by GEOID03.
 CC0628
 CC0628.The dynamic height is computed by dividing the NAVD 88
 CC0628.geopotential number by the normal gravity value computed on the
 CC0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0628.degrees latitude (g = 980.6199 gals.).
 CC0628
 CC0628.The modeled gravity was interpolated from observed gravity values.
 CC0628
 CC0628;                    North         East    Units  Estimated Accuracy
 CC0628;SPC TX C     - 3,178,010.      456,400.      MT  (+/- 180 meters Scaled)
 CC0628
 CC0628                          SUPERSEDED SURVEY CONTROL
 CC0628
 CC0628.No superseded survey control is available for this station.
 CC0628
 CC0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ008589(NAD 83)
 CC0628_MARKER: I = METAL ROD
 CC0628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0628_SP_SET: STAINLESS STEEL ROD
 CC0628_STAMPING: N 1410 1981
 CC0628_MARK LOGO: NGS   
 CC0628_PROJECTION: FLUSH
 CC0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0628_ROD/PIPE-DEPTH: 4.6  meters
 CC0628
 CC0628  HISTORY     - Date     Condition        Report By
 CC0628  HISTORY     - 1981     MONUMENTED       NGS
 CC0628
 CC0628                          STATION DESCRIPTION
 CC0628
 CC0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0628'11.9 KM (7.4 MI) SOUTH FROM GRANDFALLS.
 CC0628'11.9 KM (7.4 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0628'WITH STATE HIGHWAY 329 IN GRANDFALLS, 0.3 KM (0.2 MI) SOUTH OF THE
 CC0628'JUNCTION OF FARM ROAD 1450, 17.6 METERS (57.7 FT) EAST OF THE
 CC0628'CENTERLINE OF THE HIGHWAY AND 1.4 METERS (4.5 FT) SOUTH OF A UTILITY
 CC0628'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0628'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 CC0628'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0600 ***********************************************************************
 BP0600  DESIGNATION -  N 1411
 BP0600  PID         -  BP0600
 BP0600  STATE/COUNTY-  TX/PECOS
 BP0600  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0600
 BP0600                         *CURRENT SURVEY CONTROL
 BP0600  ___________________________________________________________________
 BP0600* NAD 83(1986)-  30 47 33.     (N)    102 48 52.     (W)     SCALED    
 BP0600* NAVD 88     -       946.293  (meters)    3104.63   (feet)  ADJUSTED  
 BP0600  ___________________________________________________________________
 BP0600  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 BP0600  DYNAMIC HT  -         944.831 (meters)    3099.83  (feet)  COMP
 BP0600  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 BP0600
 BP0600  VERT ORDER  -  FIRST     CLASS II
 BP0600
 BP0600.The horizontal coordinates were scaled from a topographic map and have
 BP0600.an estimated accuracy of +/- 6 seconds.
 BP0600
 BP0600.The orthometric height was determined by differential leveling
 BP0600.and adjusted by the National Geodetic Survey in June 1991..
 BP0600
 BP0600.The geoid height was determined by GEOID03.
 BP0600
 BP0600.The dynamic height is computed by dividing the NAVD 88
 BP0600.geopotential number by the normal gravity value computed on the
 BP0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0600.degrees latitude (g = 980.6199 gals.).
 BP0600
 BP0600.The modeled gravity was interpolated from observed gravity values.
 BP0600
 BP0600;                    North         East    Units  Estimated Accuracy
 BP0600;SPC TX C     - 3,127,450.      462,580.      MT  (+/- 180 meters Scaled)
 BP0600
 BP0600                          SUPERSEDED SURVEY CONTROL
 BP0600
 BP0600.No superseded survey control is available for this station.
 BP0600
 BP0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ091086(NAD 83)
 BP0600_MARKER: I = METAL ROD
 BP0600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0600_SP_SET: STAINLESS STEEL ROD
 BP0600_STAMPING: N 1411 1981
 BP0600_MARK LOGO: NGS   
 BP0600_PROJECTION: FLUSH
 BP0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0600_ROD/PIPE-DEPTH: 3.4  meters
 BP0600
 BP0600  HISTORY     - Date     Condition        Report By
 BP0600  HISTORY     - 1981     MONUMENTED       NGS
 BP0600
 BP0600                          STATION DESCRIPTION
 BP0600
 BP0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0600'12.6 KM (7.85 MI) SE FROM FORT STOCKTON.
 BP0600'12.6 KM (7.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0600'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 0.9 KM (0.55 MI)
 BP0600'NORTHWEST OF A FIELD ENTRANCE ROAD LEADING SOUTHWEST AND 18.4 METERS
 BP0600'(60.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 BP0600'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0600'THE MARK IS 0.5 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0600'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0666 ***********************************************************************
 BP0666  DESIGNATION -  N 1412
 BP0666  PID         -  BP0666
 BP0666  STATE/COUNTY-  TX/TERRELL
 BP0666  USGS QUAD   -  DRYDEN (1968)
 BP0666
 BP0666                         *CURRENT SURVEY CONTROL
 BP0666  ___________________________________________________________________
 BP0666* NAD 83(1986)-  30 01 43.     (N)    102 05 24.     (W)     SCALED    
 BP0666* NAVD 88     -       658.250  (meters)    2159.61   (feet)  ADJUSTED  
 BP0666  ___________________________________________________________________
 BP0666  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 BP0666  DYNAMIC HT  -         657.260 (meters)    2156.36  (feet)  COMP
 BP0666  MODELED GRAV-     979,117.1   (mgal)                       NAVD 88
 BP0666
 BP0666  VERT ORDER  -  FIRST     CLASS II
 BP0666
 BP0666.The horizontal coordinates were scaled from a topographic map and have
 BP0666.an estimated accuracy of +/- 6 seconds.
 BP0666
 BP0666.The orthometric height was determined by differential leveling
 BP0666.and adjusted by the National Geodetic Survey in June 1991..
 BP0666
 BP0666.The geoid height was determined by GEOID03.
 BP0666
 BP0666.The dynamic height is computed by dividing the NAVD 88
 BP0666.geopotential number by the normal gravity value computed on the
 BP0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0666.degrees latitude (g = 980.6199 gals.).
 BP0666
 BP0666.The modeled gravity was interpolated from observed gravity values.
 BP0666
 BP0666;                    North         East    Units  Estimated Accuracy
 BP0666;SPC TXSC     - 4,247,240.      302,000.      MT  (+/- 180 meters Scaled)
 BP0666
 BP0666                          SUPERSEDED SURVEY CONTROL
 BP0666
 BP0666.No superseded survey control is available for this station.
 BP0666
 BP0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP806255(NAD 83)
 BP0666_MARKER: I = METAL ROD
 BP0666_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0666+WITH SETTING: INFORMATION.
 BP0666_SP_SET: SHALLOW SET METAL ROD
 BP0666_STAMPING: N 1412 1981
 BP0666_MARK LOGO: NGS   
 BP0666_PROJECTION: FLUSH
 BP0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0666_ROD/PIPE-DEPTH: 0.9  meters
 BP0666
 BP0666  HISTORY     - Date     Condition        Report By
 BP0666  HISTORY     - 1981     MONUMENTED       NGS
 BP0666
 BP0666                          STATION DESCRIPTION
 BP0666
 BP0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0666'3.0 KM (1.85 MI) SE FROM DRYDEN.
 BP0666'3.0 KM (1.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0666'IN DRYDEN, 0.3 KM (0.2 MI) SOUTHEAST OF A GRAVELED ROAD LEADING
 BP0666'NORTHEAST, 15.8 METERS (51.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 BP0666'HIGHWAY AND 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.  NOTE=ACCESS TO
 BP0666'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0666'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 BP0666'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0622 ***********************************************************************
 BP0622  FBN         -  This is a Federal Base Network Control Station.
 BP0622  DESIGNATION -  N 1414
 BP0622  PID         -  BP0622
 BP0622  STATE/COUNTY-  TX/PECOS
 BP0622  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0622
 BP0622                         *CURRENT SURVEY CONTROL
 BP0622  ___________________________________________________________________
 BP0622* NAD 83(1993)-  30 31 20.99226(N)    102 33 15.59161(W)     ADJUSTED  
 BP0622* NAVD 88     -      1054.976  (meters)    3461.20   (feet)  ADJUSTED  
 BP0622  ___________________________________________________________________
 BP0622  X           -  -1,195,499.601 (meters)                     COMP
 BP0622  Y           -  -5,368,454.075 (meters)                     COMP
 BP0622  Z           -   3,220,927.533 (meters)                     COMP
 BP0622  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BP0622  ELLIP HEIGHT-        1032.17  (meters)          (05/01/00) GPS OBS
 BP0622  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BP0622  DYNAMIC HT  -        1053.328 (meters)    3455.79  (feet)  COMP
 BP0622  MODELED GRAV-     979,042.8   (mgal)                       NAVD 88
 BP0622
 BP0622  HORZ ORDER  -  B
 BP0622  VERT ORDER  -  FIRST     CLASS II
 BP0622  ELLP ORDER  -  THIRD     CLASS I
 BP0622
 BP0622.The horizontal coordinates were established by GPS observations
 BP0622.and adjusted by the National Geodetic Survey in May 1994..
 BP0622
 BP0622.The orthometric height was determined by differential leveling
 BP0622.and adjusted by the National Geodetic Survey in June 1991..
 BP0622
 BP0622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0622
 BP0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0622
 BP0622.The ellipsoidal height was determined by GPS observations
 BP0622.and is referenced to NAD 83.
 BP0622
 BP0622.The geoid height was determined by GEOID03.
 BP0622
 BP0622.The dynamic height is computed by dividing the NAVD 88
 BP0622.geopotential number by the normal gravity value computed on the
 BP0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0622.degrees latitude (g = 980.6199 gals.).
 BP0622
 BP0622.The modeled gravity was interpolated from observed gravity values.
 BP0622
 BP0622;                    North         East     Units Scale Factor Converg.
 BP0622;SPC TX C     - 3,097,001.515   486,867.665   MT  0.99991644   -1 08 38.2
 BP0622;SPC TX C     -10,160,745.80  1,597,331.66   sFT  0.99991644   -1 08 38.2
 BP0622;UTM  13      - 3,379,229.278   734,668.412   MT  1.00027941   +1 14 33.6
 BP0622
 BP0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0622!SPC TX C     -   0.99983793  x   0.99991644  =   0.99975439
 BP0622!UTM  13      -   0.99983793  x   1.00027941  =   1.00011730
 BP0622
 BP0622                          SUPERSEDED SURVEY CONTROL
 BP0622
 BP0622  ELLIP H (05/09/94) 1032.25   (m)                       GP(       ) 4 2
 BP0622  NAVD 88 (05/09/94) 1054.98   (m)         3461.2    (f) LEVELING    3  
 BP0622
 BP0622.Superseded values are not recommended for survey control.
 BP0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0622.See file dsdata.txt to determine how the superseded data were derived.
 BP0622
 BP0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP3466879229(NAD 83)
 BP0622_MARKER: DV = VERTICAL CONTROL DISK
 BP0622_SETTING: 66 = SET IN ROCK OUTCROP
 BP0622_SP_SET: ROCK OUTCROP
 BP0622_STAMPING: N 1414 1981
 BP0622_MARK LOGO: NGS   
 BP0622_MAGNETIC: N = NO MAGNETIC MATERIAL
 BP0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0622+STABILITY: POSITION/ELEVATION WELL
 BP0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0622+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1998
 BP0622
 BP0622  HISTORY     - Date     Condition        Report By
 BP0622  HISTORY     - 1981     MONUMENTED       NGS
 BP0622  HISTORY     - 19930222 GOOD             NGS
 BP0622  HISTORY     - 19980219 GOOD             NGS
 BP0622
 BP0622                          STATION DESCRIPTION
 BP0622
 BP0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0622'49.6 KM (30.8 MI) NW FROM SANDERSON.
 BP0622'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0622'49.6 KM (30.8 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0622'WITH U.S. HIGHWAY 90 IN SANDERSON, 0.2 KM (0.1 MI) SOUTH OF A CONCRETE
 BP0622'HIGHWAY BRIDGE OVER A DRY WASH, IN THE CENTER OF A 4 BY 8 FT EXPOSED
 BP0622'AREA OF OUTCROPPING BEDROCK, 13.1 METERS (43.0 FT) EAST-SOUTHEAST
 BP0622'OF A UTILITY POLE, 10.0 METERS (32.8 FT) WEST-SOUTHWEST OF THE
 BP0622'CENTERLINE OF THE HIGHWAY AND 8.6 METERS (28.2 FT) EAST-NORTHEAST
 BP0622'OF A FENCE.
 BP0622'THE MARK IS 0.4 METERS  NNW FROM A WITNESS POST.
 BP0622
 BP0622                          STATION RECOVERY (1993)
 BP0622
 BP0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BP0622'STATION IS LOCATED ABOUT 52 KM (32.30 MI) SOUTHEAST OF FORT STOCKTON,
 BP0622'46 KM (28.60 MI) NORTHWEST OF SANDERSON, ALONG U.S. HIGHWAY 285, ON
 BP0622'THE RIGHT-OF-WAY, ABOUT MILE 459, 100 METERS (328.1 FT) SOUTHEAST OF
 BP0622'THE SOUTHEAST END OF THE BRIDGE OVER ESCONDIDO DRAW, ACROSS THE
 BP0622'HIGHWAY FROM A ROCK CUT.  OWNERSHIP--TEXAS DEPARTMENT OF
 BP0622'TRANSPORTATION.
 BP0622'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 BUSINESS AND U.S.
 BP0622'HIGHWAYS 285 AND 385 IN THE SOUTHEAST SECTION OF FORT STOCKTON, GO
 BP0622'SOUTHEAST ON HIGHWAY 285 FOR 43.07 KM (26.75 MI) TO A PAVED ROAD LEFT
 BP0622'LEADING TO THE MITCHELL PLANT AND COMPRESSOR STATION OF NORTHERN
 BP0622'NATURAL GAS COMPANIES.  CONTINUE AHEAD FOR 10.26 KM (6.35 MI) TO THE
 BP0622'FAR END OF THE BRIDGE OVER ESCONDIDO DRAW.  CONTINUE AHEAD FOR 100 M
 BP0622'(328.1 FT) TO THE STATION ON THE RIGHT.
 BP0622'STATION MARK IS SET FLUSH IN A ONE-BY-TWO METER NORTHWEST-SOUTHEAST
 BP0622'OUTCROP THAT PROJECTS 5 CM ABOVE GROUND.  IT IS 10.1 M (33.1 FT)
 BP0622'SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTER, 9.0 M (29.5 FT)
 BP0622'NORTHEAST OF THE RIGHT-OF-WAY FENCE ON A LOWER LEVEL, AND 0.4 M
 BP0622'(1.3 FT) NORTHWEST OF A SHORT METAL WITNESS POST IN THE SAME OUTCROP.
 BP0622
 BP0622                          STATION RECOVERY (1998)
 BP0622
 BP0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BP0622'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES  NOTE--THE
 BP0622'PREVIOUS DESCRIPTIONS STATE DB = BENCH MARK DISK, THIS IS INCORRECT.
 BP0622'IT IS A VERTICAL CONTROL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0430 ***********************************************************************
 AZ0430  DESIGNATION -  N 1415
 AZ0430  PID         -  AZ0430
 AZ0430  STATE/COUNTY-  TX/VAL VERDE
 AZ0430  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0430
 AZ0430                         *CURRENT SURVEY CONTROL
 AZ0430  ___________________________________________________________________
 AZ0430* NAD 83(1986)-  29 36 36.     (N)    101 05 13.     (W)     SCALED    
 AZ0430* NAVD 88     -       410.376  (meters)    1346.38   (feet)  ADJUSTED  
 AZ0430  ___________________________________________________________________
 AZ0430  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0430  DYNAMIC HT  -         409.777 (meters)    1344.41  (feet)  COMP
 AZ0430  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 AZ0430
 AZ0430  VERT ORDER  -  FIRST     CLASS II
 AZ0430
 AZ0430.The horizontal coordinates were scaled from a topographic map and have
 AZ0430.an estimated accuracy of +/- 6 seconds.
 AZ0430
 AZ0430.The orthometric height was determined by differential leveling
 AZ0430.and adjusted by the National Geodetic Survey in June 1991..
 AZ0430
 AZ0430.The geoid height was determined by GEOID03.
 AZ0430
 AZ0430.The dynamic height is computed by dividing the NAVD 88
 AZ0430.geopotential number by the normal gravity value computed on the
 AZ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0430.degrees latitude (g = 980.6199 gals.).
 AZ0430
 AZ0430.The modeled gravity was interpolated from observed gravity values.
 AZ0430
 AZ0430;                    North         East    Units  Estimated Accuracy
 AZ0430;SPC TXSC     - 4,198,710.      397,890.      MT  (+/- 180 meters Scaled)
 AZ0430
 AZ0430                          SUPERSEDED SURVEY CONTROL
 AZ0430
 AZ0430.No superseded survey control is available for this station.
 AZ0430
 AZ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT979773(NAD 83)
 AZ0430_MARKER: DB = BENCH MARK DISK
 AZ0430_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0430_SP_SET: ROCK OUTCROP
 AZ0430_STAMPING: N 1415 1981
 AZ0430_MARK LOGO: NGS   
 AZ0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0430+STABILITY: POSITION/ELEVATION WELL
 AZ0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0430+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0430
 AZ0430  HISTORY     - Date     Condition        Report By
 AZ0430  HISTORY     - 1981     MONUMENTED       NGS
 AZ0430  HISTORY     - 19990119 GOOD             USPSQD
 AZ0430  HISTORY     - 20030425 GOOD             USPSQD
 AZ0430
 AZ0430                          STATION DESCRIPTION
 AZ0430
 AZ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0430'12.1 KM (7.5 MI) SE FROM COMSTOCK.
 AZ0430'12.1 KM (7.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0430'WITH STATE HIGHWAY 163 IN COMSTOCK, IN A 5 BY 10 FT EXPOSED AREA OF
 AZ0430'OUTCROPPING BEDROCK, 32.0 METERS (105.0 FT) NORTHEAST OF UTILITY POLE
 AZ0430'NUMBER 3240, 15.0 METERS (49.2 FT) SOUTH-SOUTHWEST OF A FENCE AND 13.0
 AZ0430'METERS (42.7 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0430'THE MARK IS 0.4 METERS  NNW FROM A WITNESS POST.
 AZ0430'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 AZ0430
 AZ0430                          STATION RECOVERY (1999)
 AZ0430
 AZ0430'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0430'RECOVERED IN GOOD CONDITION.
 AZ0430
 AZ0430                          STATION RECOVERY (2003)
 AZ0430
 AZ0430'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0407 ***********************************************************************
 AZ0407  DESIGNATION -  N 1416
 AZ0407  PID         -  AZ0407
 AZ0407  STATE/COUNTY-  TX/VAL VERDE
 AZ0407  USGS QUAD   -  SHUMLA (1973)
 AZ0407
 AZ0407                         *CURRENT SURVEY CONTROL
 AZ0407  ___________________________________________________________________
 AZ0407* NAD 83(1986)-  29 48 13.     (N)    101 28 04.     (W)     SCALED    
 AZ0407* NAVD 88     -       433.351  (meters)    1421.75   (feet)  ADJUSTED  
 AZ0407  ___________________________________________________________________
 AZ0407  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AZ0407  DYNAMIC HT  -         432.721 (meters)    1419.69  (feet)  COMP
 AZ0407  MODELED GRAV-     979,177.4   (mgal)                       NAVD 88
 AZ0407
 AZ0407  VERT ORDER  -  FIRST     CLASS II
 AZ0407
 AZ0407.The horizontal coordinates were scaled from a topographic map and have
 AZ0407.an estimated accuracy of +/- 6 seconds.
 AZ0407
 AZ0407.The orthometric height was determined by differential leveling
 AZ0407.and adjusted by the National Geodetic Survey in June 1991..
 AZ0407
 AZ0407.The geoid height was determined by GEOID03.
 AZ0407
 AZ0407.The dynamic height is computed by dividing the NAVD 88
 AZ0407.geopotential number by the normal gravity value computed on the
 AZ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0407.degrees latitude (g = 980.6199 gals.).
 AZ0407
 AZ0407.The modeled gravity was interpolated from observed gravity values.
 AZ0407
 AZ0407;                    North         East    Units  Estimated Accuracy
 AZ0407;SPC TXSC     - 4,220,880.      361,470.      MT  (+/- 180 meters Scaled)
 AZ0407
 AZ0407                          SUPERSEDED SURVEY CONTROL
 AZ0407
 AZ0407.No superseded survey control is available for this station.
 AZ0407
 AZ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT614995(NAD 83)
 AZ0407_MARKER: DB = BENCH MARK DISK
 AZ0407_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0407_SP_SET: ROCK OUTCROP
 AZ0407_STAMPING: N 1416 1981
 AZ0407_MARK LOGO: NGS   
 AZ0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0407+STABILITY: POSITION/ELEVATION WELL
 AZ0407
 AZ0407  HISTORY     - Date     Condition        Report By
 AZ0407  HISTORY     - 1981     MONUMENTED       NGS
 AZ0407  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0407
 AZ0407                          STATION DESCRIPTION
 AZ0407
 AZ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0407'11.3 KM (7.0 MI) SE FROM LANGTRY.
 AZ0407'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0407'OFFICE IN LANGTRY, THENCE 10.0 KM (6.2 MI) SOUTHEAST ALONG U.S.
 AZ0407'HIGHWAY 90, 0.5 KM (0.3 MI) SOUTHEAST OF A ROAD LEADING NORTH, IN A 6
 AZ0407'BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK AT THE NORTHWEST END OF
 AZ0407'A CUT, 24.4 METERS (80.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY
 AZ0407'AND 6.3 METERS (20.7 FT) NORTH OF A FENCE.
 AZ0407'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AZ0407'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 AZ0407
 AZ0407                          STATION RECOVERY (1999)
 AZ0407
 AZ0407'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0635 ***********************************************************************
 BP0635  DESIGNATION -  N 1417
 BP0635  PID         -  BP0635
 BP0635  STATE/COUNTY-  TX/PECOS
 BP0635  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0635
 BP0635                         *CURRENT SURVEY CONTROL
 BP0635  ___________________________________________________________________
 BP0635* NAD 83(1986)-  30 19 56.     (N)    102 26 06.     (W)     SCALED    
 BP0635* NAVD 88     -      1002.014  (meters)    3287.44   (feet)  ADJUSTED  
 BP0635  ___________________________________________________________________
 BP0635  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 BP0635  DYNAMIC HT  -        1000.455 (meters)    3282.33  (feet)  COMP
 BP0635  MODELED GRAV-     979,051.8   (mgal)                       NAVD 88
 BP0635
 BP0635  VERT ORDER  -  FIRST     CLASS II
 BP0635
 BP0635.The horizontal coordinates were scaled from a topographic map and have
 BP0635.an estimated accuracy of +/- 6 seconds.
 BP0635
 BP0635.The orthometric height was determined by differential leveling
 BP0635.and adjusted by the National Geodetic Survey in June 1991..
 BP0635
 BP0635.The geoid height was determined by GEOID03.
 BP0635
 BP0635.The dynamic height is computed by dividing the NAVD 88
 BP0635.geopotential number by the normal gravity value computed on the
 BP0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0635.degrees latitude (g = 980.6199 gals.).
 BP0635
 BP0635.The modeled gravity was interpolated from observed gravity values.
 BP0635
 BP0635;                    North         East    Units  Estimated Accuracy
 BP0635;SPC TX C     - 3,075,690.      497,920.      MT  (+/- 180 meters Scaled)
 BP0635
 BP0635                          SUPERSEDED SURVEY CONTROL
 BP0635
 BP0635.No superseded survey control is available for this station.
 BP0635
 BP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP466583(NAD 83)
 BP0635_MARKER: DB = BENCH MARK DISK
 BP0635_SETTING: 66 = SET IN ROCK OUTCROP
 BP0635_SP_SET: ROCK OUTCROP
 BP0635_STAMPING: N 1417 1981
 BP0635_MARK LOGO: NGS   
 BP0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0635+STABILITY: POSITION/ELEVATION WELL
 BP0635
 BP0635  HISTORY     - Date     Condition        Report By
 BP0635  HISTORY     - 1981     MONUMENTED       NGS
 BP0635
 BP0635                          STATION DESCRIPTION
 BP0635
 BP0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0635'22.9 KM (14.2 MI) NORTH FROM SANDERSON.
 BP0635'22.9 KM (14.2 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0635'WITH U.S. HIGHWAY 90 IN SANDERSON, IN A 15 BY 30 FT EXPOSED AREA OF
 BP0635'OUTCROPPING BEDROCK, 18.6 METERS (61.0 FT) WEST-NORTHWEST OF THE
 BP0635'CENTERLINE OF THE HIGHWAY AND 12.5 METERS (41.0 FT) EAST-SOUTHEAST OF
 BP0635'A FENCE.
 BP0635'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 BP0635'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0761 ***********************************************************************
 BP0761  DESIGNATION -  N 1419
 BP0761  PID         -  BP0761
 BP0761  STATE/COUNTY-  TX/PECOS
 BP0761  USGS QUAD   -  LONGFELLOW (1968)
 BP0761
 BP0761                         *CURRENT SURVEY CONTROL
 BP0761  ___________________________________________________________________
 BP0761* NAD 83(1986)-  30 09 47.     (N)    102 39 22.     (W)     SCALED    
 BP0761* NAVD 88     -      1039.574  (meters)    3410.67   (feet)  ADJUSTED  
 BP0761  ___________________________________________________________________
 BP0761  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 BP0761  DYNAMIC HT  -        1037.930 (meters)    3405.28  (feet)  COMP
 BP0761  MODELED GRAV-     979,024.9   (mgal)                       NAVD 88
 BP0761
 BP0761  VERT ORDER  -  FIRST     CLASS II
 BP0761
 BP0761.The horizontal coordinates were scaled from a topographic map and have
 BP0761.an estimated accuracy of +/- 6 seconds.
 BP0761
 BP0761.The orthometric height was determined by differential leveling
 BP0761.and adjusted by the National Geodetic Survey in June 1991..
 BP0761
 BP0761.The geoid height was determined by GEOID03.
 BP0761
 BP0761.The dynamic height is computed by dividing the NAVD 88
 BP0761.geopotential number by the normal gravity value computed on the
 BP0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0761.degrees latitude (g = 980.6199 gals.).
 BP0761
 BP0761.The modeled gravity was interpolated from observed gravity values.
 BP0761
 BP0761;                    North         East    Units  Estimated Accuracy
 BP0761;SPC TX C     - 3,057,370.      476,270.      MT  (+/- 180 meters Scaled)
 BP0761
 BP0761                          SUPERSEDED SURVEY CONTROL
 BP0761
 BP0761.No superseded survey control is available for this station.
 BP0761
 BP0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP257391(NAD 83)
 BP0761_MARKER: I = METAL ROD
 BP0761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0761_SP_SET: STAINLESS STEEL ROD
 BP0761_STAMPING: N 1419 1981
 BP0761_MARK LOGO: NGS   
 BP0761_PROJECTION: FLUSH
 BP0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0761_ROD/PIPE-DEPTH: 15.8 meters
 BP0761
 BP0761  HISTORY     - Date     Condition        Report By
 BP0761  HISTORY     - 1981     MONUMENTED       NGS
 BP0761
 BP0761                          STATION DESCRIPTION
 BP0761
 BP0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0761'28.3 KM (17.55 MI) WEST FROM SANDERSON.
 BP0761'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0761'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 28.1 KM (17.45 MI)
 BP0761'WESTERLY ALONG U.S. HIGHWAY 90, 0.2 KM (0.1 MI) EAST OF THE EAST END
 BP0761'OF A MULTI-BOX CULVERT, 0.4 KM (0.25 MI) WEST OF RAILROAD MILEPOST 533
 BP0761'AND 23.2 METERS (76.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 BP0761'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0761'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0761'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0063 ***********************************************************************
 DQ0063  DESIGNATION -  N 142
 DQ0063  PID         -  DQ0063
 DQ0063  STATE/COUNTY-  TX/HOCKLEY
 DQ0063  USGS QUAD   -  ROPESVILLE (1985)
 DQ0063
 DQ0063                         *CURRENT SURVEY CONTROL
 DQ0063  ___________________________________________________________________
 DQ0063* NAD 83(1986)-  33 24 55.     (N)    102 09 24.     (W)     SCALED    
 DQ0063* NAVD 88     -      1026.856  (meters)    3368.94   (feet)  ADJUSTED  
 DQ0063  ___________________________________________________________________
 DQ0063  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 DQ0063  DYNAMIC HT  -        1025.508 (meters)    3364.52  (feet)  COMP
 DQ0063  MODELED GRAV-     979,289.2   (mgal)                       NAVD 88
 DQ0063
 DQ0063  VERT ORDER  -  FIRST     CLASS II
 DQ0063
 DQ0063.The horizontal coordinates were scaled from a topographic map and have
 DQ0063.an estimated accuracy of +/- 6 seconds.
 DQ0063
 DQ0063.The orthometric height was determined by differential leveling
 DQ0063.and adjusted by the National Geodetic Survey in June 1991..
 DQ0063
 DQ0063.The geoid height was determined by GEOID03.
 DQ0063
 DQ0063.The dynamic height is computed by dividing the NAVD 88
 DQ0063.geopotential number by the normal gravity value computed on the
 DQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0063.degrees latitude (g = 980.6199 gals.).
 DQ0063
 DQ0063.The modeled gravity was interpolated from observed gravity values.
 DQ0063
 DQ0063;                    North         East    Units  Estimated Accuracy
 DQ0063;SPC TXNC     - 2,199,820.      259,990.      MT  (+/- 180 meters Scaled)
 DQ0063
 DQ0063                          SUPERSEDED SURVEY CONTROL
 DQ0063
 DQ0063  NGVD 29 (??/??/92) 1026.48   (m)         3367.7    (f) COMPUTED    1 2
 DQ0063
 DQ0063.Superseded values are not recommended for survey control.
 DQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0063.See file dsdata.txt to determine how the superseded data were derived.
 DQ0063
 DQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT644009(NAD 83)
 DQ0063_MARKER: DB = BENCH MARK DISK
 DQ0063_SETTING: 0 = UNSPECIFIED SETTING
 DQ0063_STAMPING: N 142 1934
 DQ0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0063
 DQ0063  HISTORY     - Date     Condition        Report By
 DQ0063  HISTORY     - 1934     MONUMENTED       CGS
 DQ0063  HISTORY     - 1957     MARK NOT FOUND   NGS
 DQ0063
 DQ0063                          STATION DESCRIPTION
 DQ0063
 DQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0063'0.3 MI NE FROM ROPESVILLE.
 DQ0063'0.3 MI. N.E. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0063'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0063'RAILROAD, 28 RAIL LENGTHS, APPROXIMATELY 310 YARDS NORTHEAST OF MILE
 DQ0063'POLE 22, 38 3/4 RAIL LENTHS NORTHEAST OF THE P. AND S.F. STATION AT
 DQ0063'ROPES, 87 FEET NORTHWEST OF THE SWITCH STAND AT NORTHEAST END OF
 DQ0063'SIDING, 94 FEET NORTHWEST OF THE TRACK, 3 FEET SOUTHEAST OF THE RIGHT
 DQ0063'OF WAY FENCE.
 DQ0063
 DQ0063                          STATION RECOVERY (1957)
 DQ0063
 DQ0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DQ0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1294 ***********************************************************************
 AE1294  DESIGNATION -  N 1420
 AE1294  PID         -  AE1294
 AE1294  STATE/COUNTY-  TX/STARR
 AE1294  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1294
 AE1294                         *CURRENT SURVEY CONTROL
 AE1294  ___________________________________________________________________
 AE1294* NAD 83(1986)-  26 25 01.     (N)    099 01 18.     (W)     SCALED    
 AE1294* NAVD 88     -        74.615  (meters)     244.80   (feet)  ADJUSTED  
 AE1294  ___________________________________________________________________
 AE1294  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1294  DYNAMIC HT  -          74.492 (meters)     244.40  (feet)  COMP
 AE1294  MODELED GRAV-     979,008.8   (mgal)                       NAVD 88
 AE1294
 AE1294  VERT ORDER  -  FIRST     CLASS II
 AE1294
 AE1294.The horizontal coordinates were scaled from a topographic map and have
 AE1294.an estimated accuracy of +/- 6 seconds.
 AE1294
 AE1294.The orthometric height was determined by differential leveling
 AE1294.and adjusted by the National Geodetic Survey in June 1991..
 AE1294
 AE1294.The geoid height was determined by GEOID03.
 AE1294
 AE1294.The dynamic height is computed by dividing the NAVD 88
 AE1294.geopotential number by the normal gravity value computed on the
 AE1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1294.degrees latitude (g = 980.6199 gals.).
 AE1294
 AE1294.The modeled gravity was interpolated from observed gravity values.
 AE1294
 AE1294;                    North         East    Units  Estimated Accuracy
 AE1294;SPC TX S     - 5,083,230.      247,960.      MT  (+/- 180 meters Scaled)
 AE1294
 AE1294                          SUPERSEDED SURVEY CONTROL
 AE1294
 AE1294.No superseded survey control is available for this station.
 AE1294
 AE1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ978218(NAD 83)
 AE1294_MARKER: I = METAL ROD
 AE1294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1294_SP_SET: STAINLESS STEEL ROD
 AE1294_STAMPING: N 1420 1981
 AE1294_MARK LOGO: NGS   
 AE1294_PROJECTION: FLUSH
 AE1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1294_ROD/PIPE-DEPTH: 3.0  meters
 AE1294
 AE1294  HISTORY     - Date     Condition        Report By
 AE1294  HISTORY     - 1981     MONUMENTED       NGS
 AE1294
 AE1294                          STATION DESCRIPTION
 AE1294
 AE1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1294'0.6 KM (0.35 MI) NNW FROM ROMA.
 AE1294'0.6 KM (0.35 MI) NORTH NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1294'OFFICE IN ROMA ABOUT 61 METERS (200.0 FT) NORTH OF ROMA CITY LIMIT
 AE1294'SIGN, AND A HIGHWAY CROSSING OF TRAFFIC SIGNAL LIGHTS, ALSO 0.16 KM
 AE1294'(0.1 MI) NORTH NORTHWEST OF CITIZENS BANK IN ROMA, 15.2 METERS
 AE1294'(50.0 FT) EAST NORTHEAST OF CENTER OF HIGHWAY, 0.30 METERS (1.0 FT)
 AE1294'WEST SOUTHWEST OF A FENCE LINE, 2.0 METERS (6.6 FT) SOUTH SOUTHEAST OF
 AE1294'POWERLINE POLE WITH TRANSFORMER, 5.7 METERS (18.8 FT) NORTH NORTHEAST
 AE1294'OF TRAFFIC SIGNAL SUPPORT POLE, 5.0 METERS (16.4 FT) NORTH NORTHWEST
 AE1294'OF A GUY ANCHOR, AND 10.4 METERS (34.0 FT) EAST SOUTHWEST OF A
 AE1294'HISTORICAL MARKER HIGHWAY SIGN POLE.  NOTE, ROD DRIVEN TO REFUSAL
 AE1294'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AE1294'THE MARK IS 0.45 M BELOW HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1309 ***********************************************************************
 AB1309  DESIGNATION -  N 1421
 AB1309  PID         -  AB1309
 AB1309  STATE/COUNTY-  TX/HIDALGO
 AB1309  USGS QUAD   -  MERCEDES (1983)
 AB1309
 AB1309                         *CURRENT SURVEY CONTROL
 AB1309  ___________________________________________________________________
 AB1309* NAD 83(1986)-  26 09 10.     (N)    097 55 07.     (W)     SCALED    
 AB1309* NAVD 88     -        19.555  (meters)      64.16   (feet)  ADJUSTED  
 AB1309  ___________________________________________________________________
 AB1309  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AB1309  DYNAMIC HT  -          19.523 (meters)      64.05  (feet)  COMP
 AB1309  MODELED GRAV-     979,014.8   (mgal)                       NAVD 88
 AB1309
 AB1309  VERT ORDER  -  FIRST     CLASS II
 AB1309
 AB1309.The horizontal coordinates were scaled from a topographic map and have
 AB1309.an estimated accuracy of +/- 6 seconds.
 AB1309
 AB1309.The orthometric height was determined by differential leveling
 AB1309.and adjusted by the National Geodetic Survey in June 1991..
 AB1309
 AB1309.The geoid height was determined by GEOID03.
 AB1309
 AB1309.The dynamic height is computed by dividing the NAVD 88
 AB1309.geopotential number by the normal gravity value computed on the
 AB1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1309.degrees latitude (g = 980.6199 gals.).
 AB1309
 AB1309.The modeled gravity was interpolated from observed gravity values.
 AB1309
 AB1309;                    North         East    Units  Estimated Accuracy
 AB1309;SPC TX S     - 5,053,990.      358,130.      MT  (+/- 180 meters Scaled)
 AB1309
 AB1309                          SUPERSEDED SURVEY CONTROL
 AB1309
 AB1309.No superseded survey control is available for this station.
 AB1309
 AB1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP080930(NAD 83)
 AB1309_MARKER: I = METAL ROD
 AB1309_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1309_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1309_STAMPING: N 1421 1981
 AB1309_MARK LOGO: NGS   
 AB1309_PROJECTION: FLUSH
 AB1309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1309+STABILITY: POSITION/ELEVATION WELL
 AB1309_ROD/PIPE-DEPTH: 12.2 meters
 AB1309_SLEEVE-DEPTH  : 7.6 meters
 AB1309
 AB1309  HISTORY     - Date     Condition        Report By
 AB1309  HISTORY     - 1981     MONUMENTED       NGS
 AB1309  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AB1309
 AB1309                          STATION DESCRIPTION
 AB1309
 AB1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1309'IN MERCEDES.
 AB1309'IN MERCEDES, AT THE KENEDY ELEMENTARY SCHOOL (OLD SECTION), LOCATED AT
 AB1309'THE INTERSECTION OF HIDALGO STREET AND INDIANA AVENUE, 51.2 METERS
 AB1309'(168.0 FT) EAST OF THE CENTER OF INDIANA AVENUE, 11.9 METERS (39.1 FT)
 AB1309'NORTH OF THE CENTER OF HIDALGO STREET, 36.9 METERS (120.9 FT) EAST OF
 AB1309'THE SOUTHWEST CORNER OF THE SCHOOL, 25.1 METERS (82.5 FT) WEST OF THE
 AB1309'SOUTHEAST CORNER OF THE SCHOOL, 10.1 METERS (33.1 FT) NORTHWEST OF A
 AB1309'LIGHTPOLE, 5.8 METERS (19.1 FT) EAST OF THE CENTER OF A SIDEWALK
 AB1309'LEADING TO THE MAIN ENTRANCE TO THE SCHOOL, 3.5 METERS (11.6 FT) NORTH
 AB1309'OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK, 4.4 METERS (13.6 FT) SOUTH
 AB1309'OF THE SOUTH FACE OF THE SCHOOL, 2.3 METERS (7.4 FT) EAST-NORTHEAST OF
 AB1309'A FLAGPOLE.
 AB1309
 AB1309                          STATION RECOVERY (2003)
 AB1309
 AB1309'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AB1309'NOT FOUND. OLD SCHOOL AREA REMODELED AND AREA RESURFACED AS A PARKING
 AB1309'LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1102 ***********************************************************************
 AJ1102  DESIGNATION -  N 1422
 AJ1102  PID         -  AJ1102
 AJ1102  STATE/COUNTY-  TX/WEBB
 AJ1102  USGS QUAD   -  LAREDO EAST (1980)
 AJ1102
 AJ1102                         *CURRENT SURVEY CONTROL
 AJ1102  ___________________________________________________________________
 AJ1102* NAD 83(1986)-  27 35 25.     (N)    099 29 52.     (W)     SCALED    
 AJ1102* NAVD 88     -       139.921  (meters)     459.06   (feet)  ADJUSTED  
 AJ1102  ___________________________________________________________________
 AJ1102  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AJ1102  DYNAMIC HT  -         139.701 (meters)     458.34  (feet)  COMP
 AJ1102  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 AJ1102
 AJ1102  VERT ORDER  -  FIRST     CLASS II
 AJ1102
 AJ1102.The horizontal coordinates were scaled from a topographic map and have
 AJ1102.an estimated accuracy of +/- 6 seconds.
 AJ1102
 AJ1102.The orthometric height was determined by differential leveling
 AJ1102.and adjusted by the National Geodetic Survey in June 1991..
 AJ1102
 AJ1102.The geoid height was determined by GEOID03.
 AJ1102
 AJ1102.The dynamic height is computed by dividing the NAVD 88
 AJ1102.geopotential number by the normal gravity value computed on the
 AJ1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1102.degrees latitude (g = 980.6199 gals.).
 AJ1102
 AJ1102.The modeled gravity was interpolated from observed gravity values.
 AJ1102
 AJ1102;                    North         East    Units  Estimated Accuracy
 AJ1102;SPC TX S     - 5,213,510.      201,490.      MT  (+/- 180 meters Scaled)
 AJ1102
 AJ1102                          SUPERSEDED SURVEY CONTROL
 AJ1102
 AJ1102.No superseded survey control is available for this station.
 AJ1102
 AJ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR508519(NAD 83)
 AJ1102_MARKER: I = METAL ROD
 AJ1102_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1102_SP_SET: STAINLESS STEEL ROD
 AJ1102_STAMPING: N 1422 1981
 AJ1102_MARK LOGO: NGS   
 AJ1102_PROJECTION: FLUSH
 AJ1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1102_ROD/PIPE-DEPTH: 5.8  meters
 AJ1102
 AJ1102  HISTORY     - Date     Condition        Report By
 AJ1102  HISTORY     - 1981     MONUMENTED       NGS
 AJ1102  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ1102
 AJ1102                          STATION DESCRIPTION
 AJ1102
 AJ1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1102'9.8 KM (6.1 MI) NORTH FROM LAREDO.
 AJ1102'ONE AND HALF BOLCKS (0.1 MI) WEST ALONG MATAMOROS STREET FROM THE POST
 AJ1102'OFFICE IN LAREDO, THENCE 9.7 KM (6.0 MI) NORTH ALONG SANTA MARIA
 AJ1102'AVENUE AND INTERSTATE HIGHWAY 35 WEST FRONTAGE ROAD, AT A DIRT ROAD
 AJ1102'LEADING NORTHWEST CROSSING THE MISSOURI PACIFIC RAILROAD, ALSO ABOUT
 AJ1102'0.2 KM (0.15 MI) SOUTH OF RAILROAD MILEPOST 406.
 AJ1102'THE MARK IS 0.55 METERS  NE FROM A WITNESS POST.
 AJ1102'THE MARK IS 0.6 M BELOW TRACKS.
 AJ1102
 AJ1102                          STATION RECOVERY (2002)
 AJ1102
 AJ1102'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0688 ***********************************************************************
 BP0688  DESIGNATION -  N 1426
 BP0688  PID         -  BP0688
 BP0688  STATE/COUNTY-  TX/PECOS
 BP0688  USGS QUAD   -  SADDLE BUTTE (1970)
 BP0688
 BP0688                         *CURRENT SURVEY CONTROL
 BP0688  ___________________________________________________________________
 BP0688* NAD 83(1986)-  30 58 03.     (N)    102 33 52.     (W)     SCALED    
 BP0688* NAVD 88     -       816.939  (meters)    2680.24   (feet)  ADJUSTED  
 BP0688  ___________________________________________________________________
 BP0688  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BP0688  DYNAMIC HT  -         815.748 (meters)    2676.33  (feet)  COMP
 BP0688  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 BP0688
 BP0688  VERT ORDER  -  FIRST     CLASS II
 BP0688
 BP0688.The horizontal coordinates were scaled from a topographic map and have
 BP0688.an estimated accuracy of +/- 6 seconds.
 BP0688
 BP0688.The orthometric height was determined by differential leveling
 BP0688.and adjusted by the National Geodetic Survey in June 1991..
 BP0688
 BP0688.The geoid height was determined by GEOID03.
 BP0688
 BP0688.The dynamic height is computed by dividing the NAVD 88
 BP0688.geopotential number by the normal gravity value computed on the
 BP0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0688.degrees latitude (g = 980.6199 gals.).
 BP0688
 BP0688.The modeled gravity was interpolated from observed gravity values.
 BP0688
 BP0688;                    North         East    Units  Estimated Accuracy
 BP0688;SPC TX C     - 3,146,340.      486,890.      MT  (+/- 180 meters Scaled)
 BP0688
 BP0688                          SUPERSEDED SURVEY CONTROL
 BP0688
 BP0688.No superseded survey control is available for this station.
 BP0688
 BP0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ326285(NAD 83)
 BP0688_MARKER: I = METAL ROD
 BP0688_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0688+WITH SETTING: INFORMATION.
 BP0688_SP_SET: SHALLOW SET METAL ROD
 BP0688_STAMPING: N 1426 1981
 BP0688_MARK LOGO: NGS   
 BP0688_PROJECTION: FLUSH
 BP0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0688_ROD/PIPE-DEPTH: 2.7  meters
 BP0688
 BP0688  HISTORY     - Date     Condition        Report By
 BP0688  HISTORY     - 1981     MONUMENTED       NGS
 BP0688
 BP0688                          STATION DESCRIPTION
 BP0688
 BP0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0688'19.9 KM (12.35 MI) SW FROM GIRVIN.
 BP0688'19.9 KM (12.35 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 BP0688'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN AND 21.9 METERS (71.9 FT)
 BP0688'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 BP0688'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0688'THE MARK IS 0.3 METERS  NNW FROM  A FENCE AND WITNESS POST
 BP0688'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0665 ***********************************************************************
 CC0665  DESIGNATION -  N 1427
 CC0665  PID         -  CC0665
 CC0665  STATE/COUNTY-  TX/UPTON
 CC0665  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0665
 CC0665                         *CURRENT SURVEY CONTROL
 CC0665  ___________________________________________________________________
 CC0665* NAD 83(1986)-  31 09 22.     (N)    102 09 08.     (W)     SCALED    
 CC0665* NAVD 88     -       779.538  (meters)    2557.53   (feet)  ADJUSTED  
 CC0665  ___________________________________________________________________
 CC0665  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CC0665  DYNAMIC HT  -         778.411 (meters)    2553.84  (feet)  COMP
 CC0665  MODELED GRAV-     979,169.1   (mgal)                       NAVD 88
 CC0665
 CC0665  VERT ORDER  -  FIRST     CLASS II
 CC0665
 CC0665.The horizontal coordinates were scaled from a topographic map and have
 CC0665.an estimated accuracy of +/- 6 seconds.
 CC0665
 CC0665.The orthometric height was determined by differential leveling
 CC0665.and adjusted by the National Geodetic Survey in June 1991..
 CC0665
 CC0665.The geoid height was determined by GEOID03.
 CC0665
 CC0665.The dynamic height is computed by dividing the NAVD 88
 CC0665.geopotential number by the normal gravity value computed on the
 CC0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0665.degrees latitude (g = 980.6199 gals.).
 CC0665
 CC0665.The modeled gravity was interpolated from observed gravity values.
 CC0665
 CC0665;                    North         East    Units  Estimated Accuracy
 CC0665;SPC TX C     - 3,166,530.      526,600.      MT  (+/- 180 meters Scaled)
 CC0665
 CC0665                          SUPERSEDED SURVEY CONTROL
 CC0665
 CC0665.No superseded survey control is available for this station.
 CC0665
 CC0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ714503(NAD 83)
 CC0665_MARKER: I = METAL ROD
 CC0665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0665_SP_SET: STAINLESS STEEL ROD
 CC0665_STAMPING: N 1427 1981
 CC0665_MARK LOGO: NGS   
 CC0665_PROJECTION: FLUSH
 CC0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0665_ROD/PIPE-DEPTH: 4.6  meters
 CC0665
 CC0665  HISTORY     - Date     Condition        Report By
 CC0665  HISTORY     - 1981     MONUMENTED       NGS
 CC0665
 CC0665                          STATION DESCRIPTION
 CC0665
 CC0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0665'7.3 KM (4.55 MI) NE FROM MCCAMEY.
 CC0665'7.3 KM (4.55 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CC0665'WITH FARM ROAD 305 IN MCCAMEY, 0.6 KM (0.35 MI) SOUTHWEST OF FARM ROAD
 CC0665'2463 (KING MOUNTAIN ROAD), 28.5 METERS (93.5 FT) SOUTH-SOUTHEAST OF
 CC0665'THE CENTERLINE OF THE HIGHWAY, 12.8 METERS (42.0 FT) NORTH-NORTHWEST
 CC0665'OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 1.2
 CC0665'METERS (3.9 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CC0665'POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0665'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0665'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0683 ***********************************************************************
 CB0683  DESIGNATION -  N 1428
 CB0683  PID         -  CB0683
 CB0683  STATE/COUNTY-  TX/REAGAN
 CB0683  USGS QUAD   -  BEST (1970)
 CB0683
 CB0683                         *CURRENT SURVEY CONTROL
 CB0683  ___________________________________________________________________
 CB0683* NAD 83(1986)-  31 13 30.     (N)    101 37 15.     (W)     SCALED    
 CB0683* NAVD 88     -       834.929  (meters)    2739.26   (feet)  ADJUSTED  
 CB0683  ___________________________________________________________________
 CB0683  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0683  DYNAMIC HT  -         833.711 (meters)    2735.27  (feet)  COMP
 CB0683  MODELED GRAV-     979,153.8   (mgal)                       NAVD 88
 CB0683
 CB0683  VERT ORDER  -  FIRST     CLASS II
 CB0683
 CB0683.The horizontal coordinates were scaled from a topographic map and have
 CB0683.an estimated accuracy of +/- 6 seconds.
 CB0683
 CB0683.The orthometric height was determined by differential leveling
 CB0683.and adjusted by the National Geodetic Survey in June 1991..
 CB0683
 CB0683.The geoid height was determined by GEOID03.
 CB0683
 CB0683.The dynamic height is computed by dividing the NAVD 88
 CB0683.geopotential number by the normal gravity value computed on the
 CB0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0683.degrees latitude (g = 980.6199 gals.).
 CB0683
 CB0683.The modeled gravity was interpolated from observed gravity values.
 CB0683
 CB0683;                    North         East    Units  Estimated Accuracy
 CB0683;SPC TX C     - 3,173,460.      577,340.      MT  (+/- 180 meters Scaled)
 CB0683
 CB0683                          SUPERSEDED SURVEY CONTROL
 CB0683
 CB0683.No superseded survey control is available for this station.
 CB0683
 CB0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV503574(NAD 83)
 CB0683_MARKER: I = METAL ROD
 CB0683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0683_SP_SET: STAINLESS STEEL ROD
 CB0683_STAMPING: N 1428 1981
 CB0683_MARK LOGO: NGS   
 CB0683_PROJECTION: FLUSH
 CB0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0683_ROD/PIPE-DEPTH: 3.4  meters
 CB0683
 CB0683  HISTORY     - Date     Condition        Report By
 CB0683  HISTORY     - 1981     MONUMENTED       NGS
 CB0683
 CB0683                          STATION DESCRIPTION
 CB0683
 CB0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0683'15.0 KM (9.3 MI) WEST FROM BIG LAKE.
 CB0683'15.0 KM (9.3 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0683'STATE HIGHWAY 137 IN BIG LAKE, 27.1 METERS (88.9 FT) NORTH-NORTHEAST
 CB0683'OF THE CENTERLINE OF THE HIGHWAY, 20.2 METERS (66.3 FT) EAST-SOUTHEAST
 CB0683'OF THE CENTER OF A GRAVELED ROAD LEADING NORTH AND 9.4 METERS (30.8
 CB0683'FT) EAST-SOUTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 CB0683'IS THROUGH A 5-INCH LOGO CAP.
 CB0683'THE MARK IS 0.4 METERS  SSW FROM  A FENCE AND WITNESS POST
 CB0683'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0749 ***********************************************************************
 CA0749  DESIGNATION -  N 1429
 CA0749  PID         -  CA0749
 CA0749  STATE/COUNTY-  TX/MCCULLOCH
 CA0749  USGS QUAD   -  MELVIN (1960)
 CA0749
 CA0749                         *CURRENT SURVEY CONTROL
 CA0749  ___________________________________________________________________
 CA0749* NAD 83(1986)-  31 13 01.     (N)    099 35 01.     (W)     SCALED    
 CA0749* NAVD 88     -       563.266  (meters)    1847.98   (feet)  ADJUSTED  
 CA0749  ___________________________________________________________________
 CA0749  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CA0749  DYNAMIC HT  -         562.499 (meters)    1845.47  (feet)  COMP
 CA0749  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 CA0749
 CA0749  VERT ORDER  -  FIRST     CLASS II
 CA0749
 CA0749.The horizontal coordinates were scaled from a topographic map and have
 CA0749.an estimated accuracy of +/- 6 seconds.
 CA0749
 CA0749.The orthometric height was determined by differential leveling
 CA0749.and adjusted by the National Geodetic Survey in June 1991..
 CA0749
 CA0749.The geoid height was determined by GEOID03.
 CA0749
 CA0749.The dynamic height is computed by dividing the NAVD 88
 CA0749.geopotential number by the normal gravity value computed on the
 CA0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0749.degrees latitude (g = 980.6199 gals.).
 CA0749
 CA0749.The modeled gravity was interpolated from observed gravity values.
 CA0749
 CA0749;                    North         East    Units  Estimated Accuracy
 CA0749;SPC TX C     - 3,172,100.      771,430.      MT  (+/- 180 meters Scaled)
 CA0749
 CA0749                          SUPERSEDED SURVEY CONTROL
 CA0749
 CA0749.No superseded survey control is available for this station.
 CA0749
 CA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV444537(NAD 83)
 CA0749_MARKER: I = METAL ROD
 CA0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0749_SP_SET: STAINLESS STEEL ROD
 CA0749_STAMPING: N 1429 1981
 CA0749_MARK LOGO: NGS   
 CA0749_PROJECTION: FLUSH
 CA0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0749_ROD/PIPE-DEPTH: 3.7  meters
 CA0749
 CA0749  HISTORY     - Date     Condition        Report By
 CA0749  HISTORY     - 1981     MONUMENTED       NGS
 CA0749  HISTORY     - 19990221 GOOD             USPSQD
 CA0749
 CA0749                          STATION DESCRIPTION
 CA0749
 CA0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0749'25.6 KM (15.9 MI) NW FROM BRADY.
 CA0749'25.6 KM (15.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE
 CA0749'COURTHOUSE IN BRADY, OR 25.8 KM (16.1 MI) SOUTHEASTERLY ALONG U.S.
 CA0749'HIGHWAY 87 FROM ITS JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 0.2 KM (0.1
 CA0749'MI) WEST OF THE JUNCTION OF FARM ROAD 2028, 43.9 METERS (144.0 FT)
 CA0749'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A MULTI-BOX CULVERT, 14.7
 CA0749'METERS (48.2 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 CA0749'2.4 METERS (7.9 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CA0749'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0749'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CA0749'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0749
 CA0749                          STATION RECOVERY (1999)
 CA0749
 CA0749'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0207 ***********************************************************************
 CV0207  DESIGNATION -  N 143
 CV0207  PID         -  CV0207
 CV0207  STATE/COUNTY-  TX/GAINES
 CV0207  USGS QUAD   -  SEMINOLE (1970)
 CV0207
 CV0207                         *CURRENT SURVEY CONTROL
 CV0207  ___________________________________________________________________
 CV0207* NAD 83(1986)-  32 41 13.     (N)    102 38 39.     (W)     SCALED    
 CV0207* NAVD 88     -       995.307  (meters)    3265.44   (feet)  POSTED    
 CV0207  ___________________________________________________________________
 CV0207  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 CV0207  DYNAMIC HT  -         993.960 (meters)    3261.02  (feet)  COMP
 CV0207  MODELED GRAV-     979,251.3   (mgal)                       NAVD 88
 CV0207
 CV0207  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0207
 CV0207.The horizontal coordinates were scaled from a topographic map and have
 CV0207.an estimated accuracy of +/- 6 seconds.
 CV0207
 CV0207.The orthometric height was determined by differential leveling
 CV0207.and adjusted by the National Geodetic Survey in 1992..
 CV0207.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0207.rate of 3.1 thru 4.0 mm/km.
 CV0207
 CV0207.The geoid height was determined by GEOID03.
 CV0207
 CV0207.The dynamic height is computed by dividing the NAVD 88
 CV0207.geopotential number by the normal gravity value computed on the
 CV0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0207.degrees latitude (g = 980.6199 gals.).
 CV0207
 CV0207.The modeled gravity was interpolated from observed gravity values.
 CV0207
 CV0207;                    North         East    Units  Estimated Accuracy
 CV0207;SPC TXNC     - 2,120,800.      211,500.      MT  (+/- 180 meters Scaled)
 CV0207
 CV0207                          SUPERSEDED SURVEY CONTROL
 CV0207
 CV0207  NGVD 29 (??/??/92)  994.995  (m)         3264.41   (f) ADJ UNCH    1 2
 CV0207
 CV0207.Superseded values are not recommended for survey control.
 CV0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0207.See file dsdata.txt to determine how the superseded data were derived.
 CV0207
 CV0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS208190(NAD 83)
 CV0207_MARKER: DB = BENCH MARK DISK
 CV0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0207_SP_SET: BRIDGE
 CV0207_STAMPING: N 143 1934
 CV0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0207
 CV0207  HISTORY     - Date     Condition        Report By
 CV0207  HISTORY     - 1934     MONUMENTED       CGS
 CV0207
 CV0207                          STATION DESCRIPTION
 CV0207
 CV0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0207'2.2 MI S FROM SEMINOLE.
 CV0207'2.2 MI. S. ALONG STATE HWY NO. 137 FROM COURTHOUSE.  ON THE RIGHT OF
 CV0207'WAY OF STATE HWY. NO. 137, 0.15 MILE NORTH OF HIGHWAY CONCRETE BRIDGE
 CV0207'AT BOTTOM OF DEEP DRAW, AND 50 FEET EAST OF CENTER LINE OF HIGHWAY ON
 CV0207'RIGHT OF WAY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0208 ***********************************************************************
 CV0208  DESIGNATION -  N 143 RESET 1959
 CV0208  PID         -  CV0208
 CV0208  STATE/COUNTY-  TX/GAINES
 CV0208  USGS QUAD   -  SEMINOLE (1970)
 CV0208
 CV0208                         *CURRENT SURVEY CONTROL
 CV0208  ___________________________________________________________________
 CV0208* NAD 83(1986)-  32 41 13.     (N)    102 38 39.     (W)     SCALED    
 CV0208* NAVD 88     -       995.08   (+/-2cm)    3264.7    (feet)  VERTCON   
 CV0208  ___________________________________________________________________
 CV0208  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 CV0208
 CV0208  VERT ORDER  -  THIRD (See Below)
 CV0208
 CV0208.The horizontal coordinates were scaled from a topographic map and have
 CV0208.an estimated accuracy of +/- 6 seconds.
 CV0208
 CV0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0208.The vertical order pertains to the NGVD 29 superseded value.
 CV0208
 CV0208.The geoid height was determined by GEOID03.
 CV0208
 CV0208;                    North         East    Units  Estimated Accuracy
 CV0208;SPC TXNC     - 2,120,800.      211,500.      MT  (+/- 180 meters Scaled)
 CV0208
 CV0208                          SUPERSEDED SURVEY CONTROL
 CV0208
 CV0208  NGVD 29 (01/29/03)  994.76   (m)         3263.6    (f) RESET       3  
 CV0208
 CV0208.Superseded values are not recommended for survey control.
 CV0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0208.See file dsdata.txt to determine how the superseded data were derived.
 CV0208
 CV0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS208190(NAD 83)
 CV0208_MARKER: DB = BENCH MARK DISK
 CV0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0208_STAMPING: N 143 RESET 1959
 CV0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0208+STABILITY: SURFACE MOTION
 CV0208
 CV0208  HISTORY     - Date     Condition        Report By
 CV0208  HISTORY     - 1959     MONUMENTED       TXHD
 CV0208
 CV0208                          STATION DESCRIPTION
 CV0208
 CV0208'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 CV0208'2.2 MI S FROM SEMINOLE.
 CV0208'THE MARK IS LOCATED 2.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE
 CV0208'COURT HOUSE AT SEMINOLE, 0.2 MILE NORTH OF A CONCRETE BRIDGE AT THE
 CV0208'BOTTOM OF A DRAW, 56 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 CV0208'AT THE RIGHT-OF-WAY LINE, AND SET IN THE TOP OF A CONCRETE POST
 CV0208'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0794 ***********************************************************************
 CB0794  DESIGNATION -  N 1430
 CB0794  PID         -  CB0794
 CB0794  STATE/COUNTY-  TX/CONCHO
 CB0794  USGS QUAD   -  BURR OAK CREEK (1979)
 CB0794
 CB0794                         *CURRENT SURVEY CONTROL
 CB0794  ___________________________________________________________________
 CB0794* NAD 83(1986)-  31 14 57.     (N)    100 00 46.     (W)     SCALED    
 CB0794* NAVD 88     -       608.174  (meters)    1995.32   (feet)  ADJUSTED  
 CB0794  ___________________________________________________________________
 CB0794  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CB0794  DYNAMIC HT  -         607.334 (meters)    1992.56  (feet)  COMP
 CB0794  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 CB0794
 CB0794  VERT ORDER  -  FIRST     CLASS II
 CB0794
 CB0794.The horizontal coordinates were scaled from a topographic map and have
 CB0794.an estimated accuracy of +/- 6 seconds.
 CB0794
 CB0794.The orthometric height was determined by differential leveling
 CB0794.and adjusted by the National Geodetic Survey in June 1991..
 CB0794
 CB0794.The geoid height was determined by GEOID03.
 CB0794
 CB0794.The dynamic height is computed by dividing the NAVD 88
 CB0794.geopotential number by the normal gravity value computed on the
 CB0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0794.degrees latitude (g = 980.6199 gals.).
 CB0794
 CB0794.The modeled gravity was interpolated from observed gravity values.
 CB0794
 CB0794;                    North         East    Units  Estimated Accuracy
 CB0794;SPC TX C     - 3,175,470.      730,530.      MT  (+/- 180 meters Scaled)
 CB0794
 CB0794                          SUPERSEDED SURVEY CONTROL
 CB0794
 CB0794.No superseded survey control is available for this station.
 CB0794
 CB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV035576(NAD 83)
 CB0794_MARKER: I = METAL ROD
 CB0794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0794_SP_SET: STAINLESS STEEL ROD
 CB0794_STAMPING: N 1430 1981
 CB0794_MARK LOGO: NGS   
 CB0794_PROJECTION: FLUSH
 CB0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0794_ROD/PIPE-DEPTH: 3.0  meters
 CB0794
 CB0794  HISTORY     - Date     Condition        Report By
 CB0794  HISTORY     - 1981     MONUMENTED       NGS
 CB0794  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CB0794
 CB0794                          STATION DESCRIPTION
 CB0794
 CB0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0794'17.3 KM (10.75 MI) NNW FROM EDEN.
 CB0794'17.3 KM (10.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CB0794'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 1.2 KM (0.75 MI)
 CB0794'NORTH-NORTHEAST OF A TRACK ROAD LEADING SOUTHWEST AND 30.2 METERS
 CB0794'(99.1 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CB0794'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0794'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 CB0794'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 CB0794
 CB0794                          STATION RECOVERY (1999)
 CB0794
 CB0794'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0770 ***********************************************************************
 CB0770  DESIGNATION -  N 1431
 CB0770  PID         -  CB0770
 CB0770  STATE/COUNTY-  TX/TOM GREEN
 CB0770  USGS QUAD   -  VERIBEST (1984)
 CB0770
 CB0770                         *CURRENT SURVEY CONTROL
 CB0770  ___________________________________________________________________
 CB0770* NAD 83(1986)-  31 23 13.     (N)    100 22 26.     (W)     SCALED    
 CB0770* NAVD 88     -       569.072  (meters)    1867.03   (feet)  ADJUSTED  
 CB0770  ___________________________________________________________________
 CB0770  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CB0770  DYNAMIC HT  -         568.289 (meters)    1864.46  (feet)  COMP
 CB0770  MODELED GRAV-     979,247.8   (mgal)                       NAVD 88
 CB0770
 CB0770  VERT ORDER  -  FIRST     CLASS II
 CB0770
 CB0770.The horizontal coordinates were scaled from a topographic map and have
 CB0770.an estimated accuracy of +/- 6 seconds.
 CB0770
 CB0770.The orthometric height was determined by differential leveling
 CB0770.and adjusted by the National Geodetic Survey in June 1991..
 CB0770
 CB0770.The geoid height was determined by GEOID03.
 CB0770
 CB0770.The dynamic height is computed by dividing the NAVD 88
 CB0770.geopotential number by the normal gravity value computed on the
 CB0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0770.degrees latitude (g = 980.6199 gals.).
 CB0770
 CB0770.The modeled gravity was interpolated from observed gravity values.
 CB0770
 CB0770;                    North         East    Units  Estimated Accuracy
 CB0770;SPC TX C     - 3,190,700.      696,140.      MT  (+/- 180 meters Scaled)
 CB0770
 CB0770                          SUPERSEDED SURVEY CONTROL
 CB0770
 CB0770.No superseded survey control is available for this station.
 CB0770
 CB0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV693733(NAD 83)
 CB0770_MARKER: DB = BENCH MARK DISK
 CB0770_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0770_SP_SET: PIER
 CB0770_STAMPING: N 1431 1981
 CB0770_MARK LOGO: NGS   
 CB0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0770+STABILITY: POSITION/ELEVATION WELL
 CB0770
 CB0770  HISTORY     - Date     Condition        Report By
 CB0770  HISTORY     - 1981     MONUMENTED       NGS
 CB0770
 CB0770                          STATION DESCRIPTION
 CB0770
 CB0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0770'10.7 KM (6.65 MI) SE FROM SAN ANGELO.
 CB0770'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0770'1223 FROM THE RAILROAD STATION IN SAN ANGELO, SET VERTICALLY IN THE
 CB0770'EAST FACE OF THE MOST NORTHEASTERLY 1 OF 3 PIERS ON THE NORTH SIDE OF
 CB0770'U. S. HIGHWAY 87 AND 14.3 METERS (46.9 FT) EAST OF THE CENTERLINE OF
 CB0770'THE NORTH BOUND LANES OF THE HIGHWAY.
 CB0770'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0501 ***********************************************************************
 AZ0501  DESIGNATION -  N 1432
 AZ0501  PID         -  AZ0501
 AZ0501  STATE/COUNTY-  TX/KINNEY
 AZ0501  USGS QUAD   -  ANACACHO (1974)
 AZ0501
 AZ0501                         *CURRENT SURVEY CONTROL
 AZ0501  ___________________________________________________________________
 AZ0501* NAD 83(1986)-  29 13 17.     (N)    100 15 21.     (W)     SCALED    
 AZ0501* NAVD 88     -       312.438  (meters)    1025.06   (feet)  ADJUSTED  
 AZ0501  ___________________________________________________________________
 AZ0501  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0501  DYNAMIC HT  -         311.983 (meters)    1023.56  (feet)  COMP
 AZ0501  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 AZ0501
 AZ0501  VERT ORDER  -  FIRST     CLASS II
 AZ0501
 AZ0501.The horizontal coordinates were scaled from a topographic map and have
 AZ0501.an estimated accuracy of +/- 6 seconds.
 AZ0501
 AZ0501.The orthometric height was determined by differential leveling
 AZ0501.and adjusted by the National Geodetic Survey in June 1991..
 AZ0501
 AZ0501.The geoid height was determined by GEOID03.
 AZ0501
 AZ0501.The dynamic height is computed by dividing the NAVD 88
 AZ0501.geopotential number by the normal gravity value computed on the
 AZ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0501.degrees latitude (g = 980.6199 gals.).
 AZ0501
 AZ0501.The modeled gravity was interpolated from observed gravity values.
 AZ0501
 AZ0501;                    North         East    Units  Estimated Accuracy
 AZ0501;SPC TXSC     - 4,154,490.      477,910.      MT  (+/- 180 meters Scaled)
 AZ0501
 AZ0501                          SUPERSEDED SURVEY CONTROL
 AZ0501
 AZ0501.No superseded survey control is available for this station.
 AZ0501
 AZ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT779331(NAD 83)
 AZ0501_MARKER: I = METAL ROD
 AZ0501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0501_SP_SET: STAINLESS STEEL ROD
 AZ0501_STAMPING: N 1432 1982
 AZ0501_MARK LOGO: NGS   
 AZ0501_PROJECTION: FLUSH
 AZ0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0501_ROD/PIPE-DEPTH: 3.5  meters
 AZ0501
 AZ0501  HISTORY     - Date     Condition        Report By
 AZ0501  HISTORY     - 1982     MONUMENTED       NGS
 AZ0501
 AZ0501                          STATION DESCRIPTION
 AZ0501
 AZ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0501'18.1 KM (11.25 MI) ENE FROM SPOFFORD.
 AZ0501'18.1 KM (11.25 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM THE
 AZ0501'JUNCTION OF STATE ROUTE 131 IN SPOFFORD, AT THE SOUTHERN PACIFIC
 AZ0501'RAILROAD MILEPOST NUMBER 330, ABOUT 61 METERS (200.0 FT) NORTHEAST OF
 AZ0501'NORTHEAST END OF A RAILROAD TRESTLE OVER THE EAST FORK OF THE AREONOSA
 AZ0501'CREEK, 32.3 METERS (106.0 FT) SOUTHEAST OF CENTER OF THE ROAD,
 AZ0501'11.5 METERS (37.8 FT) NORTHWEST OF NORTHWEST RAIL, 24.3 METERS
 AZ0501'(79.8 FT) NORTHWEST OF MILEPOST 330, AND 0.91 METERS (3.0 FT)
 AZ0501'NORTHEAST OF A TELEGRAPH POLE.  NOTE, ROD DRIVEN TO REFUSAL.
 AZ0501'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AZ0501'THE MARK IS 0.91 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0524 ***********************************************************************
 AZ0524  DESIGNATION -  N 1433
 AZ0524  PID         -  AZ0524
 AZ0524  STATE/COUNTY-  TX/KINNEY
 AZ0524  USGS QUAD   -  SPOFFORD (1974)
 AZ0524
 AZ0524                         *CURRENT SURVEY CONTROL
 AZ0524  ___________________________________________________________________
 AZ0524* NAD 83(1986)-  29 09 40.     (N)    100 25 18.     (W)     SCALED    
 AZ0524* NAVD 88     -       300.906  (meters)     987.22   (feet)  ADJUSTED  
 AZ0524  ___________________________________________________________________
 AZ0524  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0524  DYNAMIC HT  -         300.466 (meters)     985.78  (feet)  COMP
 AZ0524  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 AZ0524
 AZ0524  VERT ORDER  -  FIRST     CLASS II
 AZ0524
 AZ0524.The horizontal coordinates were scaled from a topographic map and have
 AZ0524.an estimated accuracy of +/- 6 seconds.
 AZ0524
 AZ0524.The orthometric height was determined by differential leveling
 AZ0524.and adjusted by the National Geodetic Survey in June 1991..
 AZ0524
 AZ0524.The geoid height was determined by GEOID03.
 AZ0524
 AZ0524.The dynamic height is computed by dividing the NAVD 88
 AZ0524.geopotential number by the normal gravity value computed on the
 AZ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0524.degrees latitude (g = 980.6199 gals.).
 AZ0524
 AZ0524.The modeled gravity was interpolated from observed gravity values.
 AZ0524
 AZ0524;                    North         East    Units  Estimated Accuracy
 AZ0524;SPC TXSC     - 4,147,990.      461,710.      MT  (+/- 180 meters Scaled)
 AZ0524
 AZ0524                          SUPERSEDED SURVEY CONTROL
 AZ0524
 AZ0524.No superseded survey control is available for this station.
 AZ0524
 AZ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT617266(NAD 83)
 AZ0524_MARKER: I = METAL ROD
 AZ0524_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AZ0524+WITH SETTING: INFORMATION.
 AZ0524_SP_SET: SHALLOW SET METAL ROD
 AZ0524_STAMPING: N 1433 1982
 AZ0524_MARK LOGO: NGS   
 AZ0524_PROJECTION: FLUSH
 AZ0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0524_ROD/PIPE-DEPTH: 2.6  meters
 AZ0524
 AZ0524  HISTORY     - Date     Condition        Report By
 AZ0524  HISTORY     - 1982     MONUMENTED       NGS
 AZ0524  HISTORY     - 19960109 GOOD             USPSQD
 AZ0524
 AZ0524                          STATION DESCRIPTION
 AZ0524
 AZ0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0524'1.5 KM (0.9 MI) SSW FROM SPOFFORD.
 AZ0524'1.5 KM (0.9 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AZ0524'JUNCTION OF FARM ROAD 1572 IN SPOFFORD, ACROSS HIGHWAY AND NORTH
 AZ0524'NORTHWEST OF THE CENTER OF A METAL GATE AND TRACK ROAD LEADING EAST,
 AZ0524'27.1 METERS (89.0 FT) WEST NORTHWEST OF CENTERLINE OF THE HIGHWAY, AND
 AZ0524'0.3 METER (1.0 FT) SOUTHEAST OF A FENCE LINE, NOTE, ROD DRIVEN TO
 AZ0524'REFUSAL.
 AZ0524'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AZ0524'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AZ0524
 AZ0524                          STATION RECOVERY (1996)
 AZ0524
 AZ0524'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1617 ***********************************************************************
 AY1617  DESIGNATION -  N 1434
 AY1617  PID         -  AY1617
 AY1617  STATE/COUNTY-  TX/MEDINA
 AY1617  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1617
 AY1617                         *CURRENT SURVEY CONTROL
 AY1617  ___________________________________________________________________
 AY1617* NAD 83(1986)-  29 21 01.     (N)    099 03 12.     (W)     SCALED    
 AY1617* NAVD 88     -       250.071  (meters)     820.44   (feet)  ADJUSTED  
 AY1617  ___________________________________________________________________
 AY1617  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AY1617  DYNAMIC HT  -         249.707 (meters)     819.25  (feet)  COMP
 AY1617  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AY1617
 AY1617  VERT ORDER  -  FIRST     CLASS II
 AY1617
 AY1617.The horizontal coordinates were scaled from a topographic map and have
 AY1617.an estimated accuracy of +/- 6 seconds.
 AY1617
 AY1617.The orthometric height was determined by differential leveling
 AY1617.and adjusted by the National Geodetic Survey in June 1991..
 AY1617
 AY1617.The geoid height was determined by GEOID03.
 AY1617
 AY1617.The dynamic height is computed by dividing the NAVD 88
 AY1617.geopotential number by the normal gravity value computed on the
 AY1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1617.degrees latitude (g = 980.6199 gals.).
 AY1617
 AY1617.The modeled gravity was interpolated from observed gravity values.
 AY1617
 AY1617;                    North         East    Units  Estimated Accuracy
 AY1617;SPC TXSC     - 4,168,120.      594,820.      MT  (+/- 180 meters Scaled)
 AY1617
 AY1617                          SUPERSEDED SURVEY CONTROL
 AY1617
 AY1617.No superseded survey control is available for this station.
 AY1617
 AY1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT948467(NAD 83)
 AY1617_MARKER: I = METAL ROD
 AY1617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1617_SP_SET: STAINLESS STEEL ROD
 AY1617_STAMPING: N 1434 1982
 AY1617_MARK LOGO: NGS   
 AY1617_PROJECTION: FLUSH
 AY1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1617+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1617_ROD/PIPE-DEPTH: 4.9  meters
 AY1617
 AY1617  HISTORY     - Date     Condition        Report By
 AY1617  HISTORY     - 1982     MONUMENTED       NGS
 AY1617  HISTORY     - 19910614 GOOD             USPSQD
 AY1617  HISTORY     - 19950427 GOOD             USPSQD
 AY1617  HISTORY     - 19950518 GOOD             USPSQD
 AY1617  HISTORY     - 20020913 GOOD             USPSQD
 AY1617  HISTORY     - 20050521 GOOD             USPSQD
 AY1617
 AY1617                          STATION DESCRIPTION
 AY1617
 AY1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1617'9.0 KM (5.55 MI) EAST FROM HONDO.
 AY1617'9.0 KM (5.55 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1617'ROAD 462 NORTH IN HONDO, AT A PRIVATE ENTRANCE LEADING SOUTH,
 AY1617'27.0 METERS (88.6 FT) SOUTH OF CENTERLINE OF HIGHWAY, 8.7 METERS
 AY1617'(28.6 FT) WEST OF GRAVEL ENTRANCE ROAD, 0.30 METERS (1.0 FT) NORTH OF
 AY1617'A FENCE LINE, 2.7 METERS (8.9 FT) EAST OF A 4 BY 4 INCH WOODEN BENCH
 AY1617'MARK WITNESS POST, AND 18.3 METERS (60.0 FT) EAST OF A TELEPHONE CABLE
 AY1617'WARNING POST.
 AY1617'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1617'THE MARK IS 0.61 M BELOW HIGHWAY.
 AY1617
 AY1617                          STATION RECOVERY (1991)
 AY1617
 AY1617'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1617'RECOVERED IN GOOD CONDITION.
 AY1617
 AY1617                          STATION RECOVERY (1995)
 AY1617
 AY1617'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1617'RECOVERED IN GOOD CONDITION.
 AY1617
 AY1617                          STATION RECOVERY (1995)
 AY1617
 AY1617'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1617'RECOVERED IN GOOD CONDITION.
 AY1617
 AY1617                          STATION RECOVERY (2002)
 AY1617
 AY1617'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1617'RECOVERED IN GOOD CONDITION.
 AY1617
 AY1617                          STATION RECOVERY (2005)
 AY1617
 AY1617'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 AY1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1206 ***********************************************************************
 AB1206  DESIGNATION -  N 1435
 AB1206  PID         -  AB1206
 AB1206  STATE/COUNTY-  TX/CAMERON
 AB1206  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1206
 AB1206                         *CURRENT SURVEY CONTROL
 AB1206  ___________________________________________________________________
 AB1206* NAD 83(1986)-  25 57 22.     (N)    097 27 18.     (W)     SCALED    
 AB1206* NAVD 88     -         4.923  (meters)      16.15   (feet)  ADJUSTED  
 AB1206  ___________________________________________________________________
 AB1206  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 AB1206  DYNAMIC HT  -           4.915 (meters)      16.13  (feet)  COMP
 AB1206  MODELED GRAV-     979,034.5   (mgal)                       NAVD 88
 AB1206
 AB1206  VERT ORDER  -  FIRST     CLASS II
 AB1206
 AB1206.The horizontal coordinates were scaled from a topographic map and have
 AB1206.an estimated accuracy of +/- 6 seconds.
 AB1206
 AB1206.The orthometric height was determined by differential leveling
 AB1206.and adjusted by the National Geodetic Survey in June 1991..
 AB1206
 AB1206.The geoid height was determined by GEOID03.
 AB1206
 AB1206.The dynamic height is computed by dividing the NAVD 88
 AB1206.geopotential number by the normal gravity value computed on the
 AB1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1206.degrees latitude (g = 980.6199 gals.).
 AB1206
 AB1206.The modeled gravity was interpolated from observed gravity values.
 AB1206
 AB1206;                    North         East    Units  Estimated Accuracy
 AB1206;SPC TX S     - 5,032,500.      404,670.      MT  (+/- 180 meters Scaled)
 AB1206
 AB1206                          SUPERSEDED SURVEY CONTROL
 AB1206
 AB1206.No superseded survey control is available for this station.
 AB1206
 AB1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP546717(NAD 83)
 AB1206_MARKER: I = METAL ROD
 AB1206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1206_SP_SET: STAINLESS STEEL ROD
 AB1206_STAMPING: N 1435 1982
 AB1206_MARK LOGO: NGS   
 AB1206_PROJECTION: FLUSH
 AB1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1206_ROD/PIPE-DEPTH: 8.5  meters
 AB1206
 AB1206  HISTORY     - Date     Condition        Report By
 AB1206  HISTORY     - 1982     MONUMENTED       NGS
 AB1206  HISTORY     - 1990     GOOD             USPSQD
 AB1206  HISTORY     - 19910306 GOOD             USPSQD
 AB1206
 AB1206                          STATION DESCRIPTION
 AB1206
 AB1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1206'8.9 KM (5.63 MI) NE FROM BROWNSVILLE.
 AB1206'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1206'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB1206'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB1206'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE 3.4 KM
 AB1206'(2.15 MI) NORTH ALONG ROBINDALE ROAD AT THE ENTRANCE TO THE
 AB1206'BROWNSVILLE ROBINDALE WASTEWATER TREATMENT FACILITY, 17.0 METERS
 AB1206'(59.0 FT) EAST OF THE CENTER OF ROBINDALE ROAD, 10.9 METERS (36.0 FT)
 AB1206'SOUTH OF THE CENTER OF THE ENTRANCE TO THE PLANT, 3.8 METERS (12.5 FT)
 AB1206'EAST NORTHEAST OF THE EAST END OF THE CONCRETE TREATMENT FACILITY
 AB1206'SIGN, 14.6 (48.0 FT) NORTH NORTHEAST OF A FIRE HYDRANT, AND 0.3 METER
 AB1206'(1.0 FT) WEST OF A CHAIN LINK SECURITY FENCE.
 AB1206'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 AB1206'THE MARK IS ABOVE LEVEL WITH ROAD.
 AB1206
 AB1206                          STATION RECOVERY (1990)
 AB1206
 AB1206'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB1206'RECOVERED IN GOOD CONDITION.
 AB1206
 AB1206                          STATION RECOVERY (1991)
 AB1206
 AB1206'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0532 ***********************************************************************
 AZ0532  DESIGNATION -  N 1436
 AZ0532  PID         -  AZ0532
 AZ0532  STATE/COUNTY-  TX/VAL VERDE
 AZ0532  USGS QUAD   -  MUD CREEK NORTH (1978)
 AZ0532
 AZ0532                         *CURRENT SURVEY CONTROL
 AZ0532  ___________________________________________________________________
 AZ0532* NAD 83(1986)-  29 23 34.     (N)    100 43 35.     (W)     SCALED    
 AZ0532* NAVD 88     -       333.778  (meters)    1095.07   (feet)  ADJUSTED  
 AZ0532  ___________________________________________________________________
 AZ0532  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0532  DYNAMIC HT  -         333.288 (meters)    1093.46  (feet)  COMP
 AZ0532  MODELED GRAV-     979,164.8   (mgal)                       NAVD 88
 AZ0532
 AZ0532  VERT ORDER  -  FIRST     CLASS II
 AZ0532
 AZ0532.The horizontal coordinates were scaled from a topographic map and have
 AZ0532.an estimated accuracy of +/- 6 seconds.
 AZ0532
 AZ0532.The orthometric height was determined by differential leveling
 AZ0532.and adjusted by the National Geodetic Survey in June 1991..
 AZ0532
 AZ0532.The geoid height was determined by GEOID03.
 AZ0532
 AZ0532.The dynamic height is computed by dividing the NAVD 88
 AZ0532.geopotential number by the normal gravity value computed on the
 AZ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0532.degrees latitude (g = 980.6199 gals.).
 AZ0532
 AZ0532.The modeled gravity was interpolated from observed gravity values.
 AZ0532
 AZ0532;                    North         East    Units  Estimated Accuracy
 AZ0532;SPC TXSC     - 4,174,060.      432,450.      MT  (+/- 180 meters Scaled)
 AZ0532
 AZ0532                          SUPERSEDED SURVEY CONTROL
 AZ0532
 AZ0532.No superseded survey control is available for this station.
 AZ0532
 AZ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT324527(NAD 83)
 AZ0532_MARKER: DB = BENCH MARK DISK
 AZ0532_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0532_SP_SET: ROCK OUTCROP
 AZ0532_STAMPING: N 1436 1982
 AZ0532_MARK LOGO: NGS   
 AZ0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0532+STABILITY: POSITION/ELEVATION WELL
 AZ0532
 AZ0532  HISTORY     - Date     Condition        Report By
 AZ0532  HISTORY     - 1982     MONUMENTED       NGS
 AZ0532  HISTORY     - 19990525 GOOD             USPSQD
 AZ0532
 AZ0532                          STATION DESCRIPTION
 AZ0532
 AZ0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0532'20.3 KM (12.6 MI) EAST FROM DEL RIO.
 AZ0532'2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAYS 90 AND 277 (AVENUE
 AZ0532'F STREET) FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF U.S.
 AZ0532'HIGHWAY 90 EAST (GIBBS STREET), THENCE 18.1 KM (11.2 MI) EAST ALONG
 AZ0532'U.S. HIGHWAY 90, AT A TRACKROAD LEADING EAST SOUTHEAST ALONG THE NORTH
 AZ0532'NORTHEAST SIDE OF THE SOUTHERN PACIFIC RAILROAD, THE DISK IS CEMENTED
 AZ0532'IN OUTCROPPING ROCK ALONG THE SOUTH SIDE AND ABOUT 0.3 METER (1.0 FT)
 AZ0532'ABOVE THE CENTER OF THE HIGHWAY 90, 15.2 METERS (50.0 FT) SOUTH OF THE
 AZ0532'CENTER OF THE HIGHWAY, 8.0 METERS (26.5 FT) SOUTH SOUTHEAST OF A
 AZ0532'CORNER FENCEPOST AND HIGHWAY POST, 9.3 METERS (30.5 FT) SOUTH
 AZ0532'SOUTHEAST OF THE CENTER OF A METAL PIPE GATE, 20.7 METERS (68.0 FT)
 AZ0532'NORTH OF THE CENTER OF THE TRACK ROAD, AND 33.2 METERS (109.0 FT) EAST
 AZ0532'NORTHEAST OF A TELEPHONE POLE WITH A GUY WIRE.
 AZ0532'THE MARK IS 0.3 M ABOVE CENTER OF HIGHWAY 90.
 AZ0532
 AZ0532                          STATION RECOVERY (1999)
 AZ0532
 AZ0532'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1664 ***********************************************************************
 AY1664  DESIGNATION -  N 1437
 AY1664  PID         -  AY1664
 AY1664  STATE/COUNTY-  TX/BEXAR
 AY1664  USGS QUAD   -  CASTLE HILLS (1992)
 AY1664
 AY1664                         *CURRENT SURVEY CONTROL
 AY1664  ___________________________________________________________________
 AY1664* NAD 83(1986)-  29 35 27.     (N)    098 35 50.     (W)     SCALED    
 AY1664* NAVD 88     -       304.106  (meters)     997.72   (feet)  ADJUSTED  
 AY1664  ___________________________________________________________________
 AY1664  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AY1664  DYNAMIC HT  -         303.660 (meters)     996.26  (feet)  COMP
 AY1664  MODELED GRAV-     979,168.6   (mgal)                       NAVD 88
 AY1664
 AY1664  VERT ORDER  -  FIRST     CLASS II
 AY1664
 AY1664.The horizontal coordinates were scaled from a topographic map and have
 AY1664.an estimated accuracy of +/- 6 seconds.
 AY1664
 AY1664.The orthometric height was determined by differential leveling
 AY1664.and adjusted by the National Geodetic Survey in June 1991..
 AY1664
 AY1664.The geoid height was determined by GEOID03.
 AY1664
 AY1664.The dynamic height is computed by dividing the NAVD 88
 AY1664.geopotential number by the normal gravity value computed on the
 AY1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1664.degrees latitude (g = 980.6199 gals.).
 AY1664
 AY1664.The modeled gravity was interpolated from observed gravity values.
 AY1664
 AY1664;                    North         East    Units  Estimated Accuracy
 AY1664;SPC TXSC     - 4,194,850.      639,020.      MT  (+/- 180 meters Scaled)
 AY1664
 AY1664                          SUPERSEDED SURVEY CONTROL
 AY1664
 AY1664.No superseded survey control is available for this station.
 AY1664
 AY1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT390735(NAD 83)
 AY1664_MARKER: DB = BENCH MARK DISK
 AY1664_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1664_SP_SET: PIER OF BRIDGE
 AY1664_STAMPING: N 1437 1982
 AY1664_MARK LOGO: NGS   
 AY1664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1664+STABILITY: POSITION/ELEVATION WELL
 AY1664
 AY1664  HISTORY     - Date     Condition        Report By
 AY1664  HISTORY     - 1982     MONUMENTED       NGS
 AY1664  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1664  HISTORY     - 19991117 GOOD             USPSQD
 AY1664
 AY1664                          STATION DESCRIPTION
 AY1664
 AY1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1664'22.5 KM (14.05 MI) NW FROM SAN ANTONIO.
 AY1664'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1664'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY1664'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY1664'THENCE 14.0 KM (8.75 MI) NORTHWEST ALONG FREDERICKSBURG ROAD, THENCE
 AY1664'0.4 KM (0.25 MI) NORTHEAST ALONG HUEBNER ROAD, THENCE 5.8 KM (3.6 MI)
 AY1664'NORTHWEST ALONG THE EAST FRONTAGE ROAD, AT A BRIDGE PIER UNDER THE
 AY1664'WEST BOUND LANE OF LOOP 1604, THE MARK IS SET VERTICALLY IN THE NORTH
 AY1664'FACE OF THE SECOND PIER WEST OF THE EAST END OF THE BRIDGE,
 AY1664'15.8 METERS (52.0 FT) EAST OF THE CENTERLINE OF FRONTAGE ROAD, AND
 AY1664'24.3 METERS (80.0 FT) NORTH NORTHEAST OF THE EAST END OF A METAL
 AY1664'CULVERT UNDER THE FRONTAGE ROAD.
 AY1664'THE MARK IS 1.4 M ABOVE GROUND.
 AY1664
 AY1664                          STATION RECOVERY (1990)
 AY1664
 AY1664'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1664'MARK NOT FOUND.
 AY1664
 AY1664                          STATION RECOVERY (1999)
 AY1664
 AY1664'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0512 ***********************************************************************
 AO0512  DESIGNATION -  N 1438
 AO0512  PID         -  AO0512
 AO0512  STATE/COUNTY-  TX/DIMMIT
 AO0512  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0512
 AO0512                         *CURRENT SURVEY CONTROL
 AO0512  ___________________________________________________________________
 AO0512* NAD 83(1986)-  28 25 25.     (N)    099 43 29.     (W)     SCALED    
 AO0512* NAVD 88     -       187.886  (meters)     616.42   (feet)  ADJUSTED  
 AO0512  ___________________________________________________________________
 AO0512  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AO0512  DYNAMIC HT  -         187.601 (meters)     615.49  (feet)  COMP
 AO0512  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 AO0512
 AO0512  VERT ORDER  -  FIRST     CLASS II
 AO0512
 AO0512.The horizontal coordinates were scaled from a topographic map and have
 AO0512.an estimated accuracy of +/- 6 seconds.
 AO0512
 AO0512.The orthometric height was determined by differential leveling
 AO0512.and adjusted by the National Geodetic Survey in June 1991..
 AO0512
 AO0512.The geoid height was determined by GEOID03.
 AO0512
 AO0512.The dynamic height is computed by dividing the NAVD 88
 AO0512.geopotential number by the normal gravity value computed on the
 AO0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0512.degrees latitude (g = 980.6199 gals.).
 AO0512
 AO0512.The modeled gravity was interpolated from observed gravity values.
 AO0512
 AO0512;                    North         East    Units  Estimated Accuracy
 AO0512;SPC TXSC     - 4,065,640.      529,000.      MT  (+/- 180 meters Scaled)
 AO0512
 AO0512                          SUPERSEDED SURVEY CONTROL
 AO0512
 AO0512.No superseded survey control is available for this station.
 AO0512
 AO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS290443(NAD 83)
 AO0512_MARKER: I = METAL ROD
 AO0512_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0512+WITH SETTING: INFORMATION.
 AO0512_SP_SET: SHALLOW SET METAL ROD
 AO0512_STAMPING: N 1438 1982
 AO0512_MARK LOGO: NGS   
 AO0512_PROJECTION: FLUSH
 AO0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0512_ROD/PIPE-DEPTH: 3.3  meters
 AO0512
 AO0512  HISTORY     - Date     Condition        Report By
 AO0512  HISTORY     - 1982     MONUMENTED       NGS
 AO0512  HISTORY     - 19970621 GOOD             USPSQD
 AO0512  HISTORY     - 19971025 GOOD             USPSQD
 AO0512
 AO0512                          STATION DESCRIPTION
 AO0512
 AO0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0512'4.4 KM (2.75 MI) SE FROM ASHERTON.
 AO0512'1.0 KM (0.6 MI) NORTH ALONG FARM ROAD 910 FROM THE POST OFFICE IN
 AO0512'ASHERTON, FORMERLY U.S. HIGHWAY 83, THENCE 1.4 KM (0.9 MI) SOUTHEAST
 AO0512'ALONG FARM ROAD 1557 FROM THE JUNCTION OF FARM ROAD 190 AND FARM ROAD
 AO0512'1557, THENCE 2.0 KM (1.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE
 AO0512'JUNCTION OF FARM ROAD 1557 AND U.S. HIGHWAY 83 AT THE JUNCTION OF FARM
 AO0512'ROAD 2522 AND U.S. HIGHWAY 83, SET IN THE SOUTHEAST CORNER OF THE
 AO0512'JUNCTION, 52.1 METERS (171.0 FT) SOUTHEAST OF CENTERLINE OF FARM ROAD
 AO0512'2522, 30.2 METERS (99.0 FT) NORTHEAST OF CENTERLINE OF U.S. HIGHWAY
 AO0512'83, 1.0 METER (3.2 FT) WEST NORTHWEST OF STEEL PIPE FENCE POST,
 AO0512'1.0 METER (3.0 FT) SOUTHEAST OF STEEL PIPE CORNER FENCE POST, AND
 AO0512'0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 AO0512'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AO0512'THE MARK IS 1.0 M BELOW HIGHWAY.
 AO0512
 AO0512                          STATION RECOVERY (1997)
 AO0512
 AO0512'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0512'RECOVERED IN GOOD CONDITION.
 AO0512
 AO0512                          STATION RECOVERY (1997)
 AO0512
 AO0512'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0134 ***********************************************************************
 AP0134  DESIGNATION -  N 1439
 AP0134  PID         -  AP0134
 AP0134  STATE/COUNTY-  TX/MAVERICK
 AP0134  USGS QUAD   -  SACATOSA TANK (1974)
 AP0134
 AP0134                         *CURRENT SURVEY CONTROL
 AP0134  ___________________________________________________________________
 AP0134* NAD 83(1986)-  28 39 06.     (N)    100 13 11.     (W)     SCALED    
 AP0134* NAVD 88     -       238.177  (meters)     781.42   (feet)  ADJUSTED  
 AP0134  ___________________________________________________________________
 AP0134  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AP0134  DYNAMIC HT  -         237.822 (meters)     780.25  (feet)  COMP
 AP0134  MODELED GRAV-     979,146.5   (mgal)                       NAVD 88
 AP0134
 AP0134  VERT ORDER  -  FIRST     CLASS II
 AP0134
 AP0134.The horizontal coordinates were scaled from a topographic map and have
 AP0134.an estimated accuracy of +/- 6 seconds.
 AP0134
 AP0134.The orthometric height was determined by differential leveling
 AP0134.and adjusted by the National Geodetic Survey in June 1991..
 AP0134
 AP0134.The geoid height was determined by GEOID03.
 AP0134
 AP0134.The dynamic height is computed by dividing the NAVD 88
 AP0134.geopotential number by the normal gravity value computed on the
 AP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0134.degrees latitude (g = 980.6199 gals.).
 AP0134
 AP0134.The modeled gravity was interpolated from observed gravity values.
 AP0134
 AP0134;                    North         East    Units  Estimated Accuracy
 AP0134;SPC TXSC     - 4,091,320.      480,770.      MT  (+/- 180 meters Scaled)
 AP0134
 AP0134                          SUPERSEDED SURVEY CONTROL
 AP0134
 AP0134.No superseded survey control is available for this station.
 AP0134
 AP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS807700(NAD 83)
 AP0134_MARKER: I = METAL ROD
 AP0134_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0134_SP_SET: STAINLESS STEEL ROD
 AP0134_STAMPING: N 1439 1982
 AP0134_MARK LOGO: NGS   
 AP0134_PROJECTION: FLUSH
 AP0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0134_ROD/PIPE-DEPTH: 3.0  meters
 AP0134
 AP0134  HISTORY     - Date     Condition        Report By
 AP0134  HISTORY     - 1982     MONUMENTED       NGS
 AP0134
 AP0134                          STATION DESCRIPTION
 AP0134
 AP0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0134'28.9 KM (17.95 MI) EAST FROM EAGLE PASS.
 AP0134'28.9 KM (17.95 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM
 AP0134'THE OLD COURTHOUSE IN EAGLE PASS, 22.7 METERS (74.5 FT) SOUTH OF THE
 AP0134'CENTERLINE OF HIGHWAY 277, 45.5 METERS (149.5 FT) SOUTH AND ACROSS
 AP0134'HIGHWAY FROM A POWER POLE, 28.5 METERS (93.5 FT) SOUTHEAST OF THE
 AP0134'CENTER OF THE TOP OF THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT
 AP0134'UNDER THE HIGHWAY, 0.3 METER (1.0 FT) NORTH OF THE FENCE, AND
 AP0134'28.35 METERS (93.0 FT) SOUTHEAST OF BENCH MARK U 1087.
 AP0134'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AP0134'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0063 ***********************************************************************
 CV0063  DESIGNATION -  N 144
 CV0063  PID         -  CV0063
 CV0063  STATE/COUNTY-  TX/ECTOR
 CV0063  USGS QUAD   -  GARDENDALE (1974)
 CV0063
 CV0063                         *CURRENT SURVEY CONTROL
 CV0063  ___________________________________________________________________
 CV0063* NAD 83(1986)-  32 00 26.     (N)    102 25 30.     (W)     SCALED    
 CV0063* NAVD 88     -       915.068  (meters)    3002.19   (feet)  ADJUSTED  
 CV0063  ___________________________________________________________________
 CV0063  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CV0063  DYNAMIC HT  -         913.771 (meters)    2997.93  (feet)  COMP
 CV0063  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 CV0063
 CV0063  VERT ORDER  -  FIRST     CLASS II
 CV0063
 CV0063.The horizontal coordinates were scaled from a topographic map and have
 CV0063.an estimated accuracy of +/- 6 seconds.
 CV0063
 CV0063.The orthometric height was determined by differential leveling
 CV0063.and adjusted by the National Geodetic Survey in June 1991..
 CV0063
 CV0063.The geoid height was determined by GEOID03.
 CV0063
 CV0063.The dynamic height is computed by dividing the NAVD 88
 CV0063.geopotential number by the normal gravity value computed on the
 CV0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0063.degrees latitude (g = 980.6199 gals.).
 CV0063
 CV0063.The modeled gravity was interpolated from observed gravity values.
 CV0063
 CV0063;                    North         East    Units  Estimated Accuracy
 CV0063;SPC TX C     - 3,261,340.      502,370.      MT  (+/- 180 meters Scaled)
 CV0063
 CV0063                          SUPERSEDED SURVEY CONTROL
 CV0063
 CV0063  NGVD 29 (??/??/92)  914.654  (m)         3000.83   (f) ADJ UNCH    1 2
 CV0063
 CV0063.Superseded values are not recommended for survey control.
 CV0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0063.See file dsdata.txt to determine how the superseded data were derived.
 CV0063
 CV0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR432441(NAD 83)
 CV0063_MARKER: DB = BENCH MARK DISK
 CV0063_SETTING: 0 = UNSPECIFIED SETTING
 CV0063_STAMPING: N 144 1934
 CV0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0063
 CV0063  HISTORY     - Date     Condition        Report By
 CV0063  HISTORY     - 1934     MONUMENTED       CGS
 CV0063  HISTORY     - 1957     MARK NOT FOUND   NGS
 CV0063
 CV0063                          STATION DESCRIPTION
 CV0063
 CV0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0063'11.7 MI NW FROM ODESSA.
 CV0063'ALONG TEXAS STATE HIGHWAY NO. 137, 0.8 MILE NORTHWEST OF ROAD TO R. W.
 CV0063'SMITHS RANCH, 465 FEET SOUTHEAST OF CONCRETE HIGHWAY RIGHT OF WAY
 CV0063'MARKER STATIONED 600, 51 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 1
 CV0063'FOOT SOUTHWEST OF RIGHT OF WAY FENCE.  NOTE-- LOCATION OF BM IS UNDER
 CV0063'HIGHWAY.
 CV0063
 CV0063                          STATION RECOVERY (1957)
 CV0063
 CV0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CV0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0158 ***********************************************************************
 AP0158  DESIGNATION -  N 1440
 AP0158  PID         -  AP0158
 AP0158  STATE/COUNTY-  TX/MAVERICK
 AP0158  USGS QUAD   -  QUEMADO SE (1974)
 AP0158
 AP0158                         *CURRENT SURVEY CONTROL
 AP0158  ___________________________________________________________________
 AP0158* NAD 83(1986)-  28 52 00.     (N)    100 32 17.     (W)     SCALED    
 AP0158* NAVD 88     -       262.426  (meters)     860.98   (feet)  ADJUSTED  
 AP0158  ___________________________________________________________________
 AP0158  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AP0158  DYNAMIC HT  -         262.038 (meters)     859.70  (feet)  COMP
 AP0158  MODELED GRAV-     979,158.8   (mgal)                       NAVD 88
 AP0158
 AP0158  VERT ORDER  -  FIRST     CLASS II
 AP0158
 AP0158.The horizontal coordinates were scaled from a topographic map and have
 AP0158.an estimated accuracy of +/- 6 seconds.
 AP0158
 AP0158.The orthometric height was determined by differential leveling
 AP0158.and adjusted by the National Geodetic Survey in June 1991..
 AP0158
 AP0158.The geoid height was determined by GEOID03.
 AP0158
 AP0158.The dynamic height is computed by dividing the NAVD 88
 AP0158.geopotential number by the normal gravity value computed on the
 AP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0158.degrees latitude (g = 980.6199 gals.).
 AP0158
 AP0158.The modeled gravity was interpolated from observed gravity values.
 AP0158
 AP0158;                    North         East    Units  Estimated Accuracy
 AP0158;SPC TXSC     - 4,115,510.      449,960.      MT  (+/- 180 meters Scaled)
 AP0158
 AP0158                          SUPERSEDED SURVEY CONTROL
 AP0158
 AP0158.No superseded survey control is available for this station.
 AP0158
 AP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS499941(NAD 83)
 AP0158_MARKER: I = METAL ROD
 AP0158_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0158_SP_SET: STAINLESS STEEL ROD
 AP0158_STAMPING: N 1440 1982
 AP0158_MARK LOGO: NGS   
 AP0158_PROJECTION: FLUSH
 AP0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0158_ROD/PIPE-DEPTH: 2.4  meters
 AP0158
 AP0158  HISTORY     - Date     Condition        Report By
 AP0158  HISTORY     - 1982     MONUMENTED       NGS
 AP0158
 AP0158                          STATION DESCRIPTION
 AP0158
 AP0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0158'20.2 KM (12.55 MI) NORT FROM EAGLE PASS.
 AP0158'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0158'EAGLE PASS, THENCE 19.1 KM (11.85 MI) NORTH ALONG CEYLON STREET AND
 AP0158'U.S. HIGHWAY 277, THENCE 0.9 KM (0.55 MI) NORTHEAST ALONG STATE
 AP0158'HIGHWAY 131, BETWEEN TWO CURVES IN THE HIGHWAY, 22.0 METERS (69.5 FT)
 AP0158'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 131, AND 0.4 METER (1.3 FT)
 AP0158'NORTH OF A FENCE.
 AP0158'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AP0158'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0569 ***********************************************************************
 BN0569  DESIGNATION -  N 1441
 BN0569  PID         -  BN0569
 BN0569  STATE/COUNTY-  TX/MASON
 BN0569  USGS QUAD   -  KATEMCY (1970)
 BN0569
 BN0569                         *CURRENT SURVEY CONTROL
 BN0569  ___________________________________________________________________
 BN0569* NAD 83(1986)-  30 54 52.     (N)    099 16 58.     (W)     SCALED    
 BN0569* NAVD 88     -       520.187  (meters)    1706.65   (feet)  ADJUSTED  
 BN0569  ___________________________________________________________________
 BN0569  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 BN0569  DYNAMIC HT  -         519.471 (meters)    1704.30  (feet)  COMP
 BN0569  MODELED GRAV-     979,248.4   (mgal)                       NAVD 88
 BN0569
 BN0569  VERT ORDER  -  FIRST     CLASS II
 BN0569
 BN0569.The horizontal coordinates were scaled from a topographic map and have
 BN0569.an estimated accuracy of +/- 6 seconds.
 BN0569
 BN0569.The orthometric height was determined by differential leveling
 BN0569.and adjusted by the National Geodetic Survey in June 1991..
 BN0569
 BN0569.The geoid height was determined by GEOID03.
 BN0569
 BN0569.The dynamic height is computed by dividing the NAVD 88
 BN0569.geopotential number by the normal gravity value computed on the
 BN0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0569.degrees latitude (g = 980.6199 gals.).
 BN0569
 BN0569.The modeled gravity was interpolated from observed gravity values.
 BN0569
 BN0569;                    North         East    Units  Estimated Accuracy
 BN0569;SPC TX C     - 3,138,800.      800,410.      MT  (+/- 180 meters Scaled)
 BN0569
 BN0569                          SUPERSEDED SURVEY CONTROL
 BN0569
 BN0569.No superseded survey control is available for this station.
 BN0569
 BN0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV729201(NAD 83)
 BN0569_MARKER: I = METAL ROD
 BN0569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0569_SP_SET: STAINLESS STEEL ROD
 BN0569_STAMPING: N 1441 1982
 BN0569_MARK LOGO: NGS   
 BN0569_PROJECTION: FLUSH
 BN0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0569+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0569_ROD/PIPE-DEPTH: 5.4  meters
 BN0569
 BN0569  HISTORY     - Date     Condition        Report By
 BN0569  HISTORY     - 1982     MONUMENTED       NGS
 BN0569  HISTORY     - 19960213 GOOD             USPSQD
 BN0569  HISTORY     - 20060318 GOOD             USPSQD
 BN0569
 BN0569                          STATION DESCRIPTION
 BN0569
 BN0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0569'20.1 KM (12.5 MI) NW FROM MASON.
 BN0569'20.1 KM (12.5 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0569'IN MASON, ACROSS THE HIGHWAY FROM A STONE HOUSE, 18.5 METERS (61.0 FT)
 BN0569'NORTHEAST OF CENTERLINE OF HIGHWAY, 3.0 METERS (10.0 FT) SOUTH
 BN0569'SOUTHEAST OF EXTENDED CENTER OF DRIVE TO STONE HOUSE, 0.3 METER
 BN0569'(1.0 FT) WEST SOUTHWEST OF RIGHT-OF-WAY FENCE, AND 1.4 METERS (4.5 FT)
 BN0569'NORTHWEST OF AN EIGHT INCH DIAMETER OAK FENCE POST.
 BN0569'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BN0569'THE MARK IS 0.3 M BELOW HIGHWAY.
 BN0569
 BN0569                          STATION RECOVERY (1996)
 BN0569
 BN0569'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0569'RECOVERED IN GOOD CONDITION.
 BN0569
 BN0569                          STATION RECOVERY (2006)
 BN0569
 BN0569'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0569'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0711 ***********************************************************************
 CB0711  DESIGNATION -  N 1442
 CB0711  PID         -  CB0711
 CB0711  STATE/COUNTY-  TX/IRION
 CB0711  USGS QUAD   -  BARNHART (1971)
 CB0711
 CB0711                         *CURRENT SURVEY CONTROL
 CB0711  ___________________________________________________________________
 CB0711* NAD 83(1986)-  31 07 56.     (N)    101 14 00.     (W)     SCALED    
 CB0711* NAVD 88     -       805.664  (meters)    2643.25   (feet)  ADJUSTED  
 CB0711  ___________________________________________________________________
 CB0711  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CB0711  DYNAMIC HT  -         804.491 (meters)    2639.40  (feet)  COMP
 CB0711  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 CB0711
 CB0711  VERT ORDER  -  FIRST     CLASS II
 CB0711
 CB0711.The horizontal coordinates were scaled from a topographic map and have
 CB0711.an estimated accuracy of +/- 6 seconds.
 CB0711
 CB0711.The orthometric height was determined by differential leveling
 CB0711.and adjusted by the National Geodetic Survey in June 1991..
 CB0711
 CB0711.The geoid height was determined by GEOID03.
 CB0711
 CB0711.The dynamic height is computed by dividing the NAVD 88
 CB0711.geopotential number by the normal gravity value computed on the
 CB0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0711.degrees latitude (g = 980.6199 gals.).
 CB0711
 CB0711.The modeled gravity was interpolated from observed gravity values.
 CB0711
 CB0711;                    North         East    Units  Estimated Accuracy
 CB0711;SPC TX C     - 3,162,810.      614,180.      MT  (+/- 180 meters Scaled)
 CB0711
 CB0711                          SUPERSEDED SURVEY CONTROL
 CB0711
 CB0711.No superseded survey control is available for this station.
 CB0711
 CB0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV870464(NAD 83)
 CB0711_MARKER: DB = BENCH MARK DISK
 CB0711_SETTING: 66 = SET IN ROCK OUTCROP
 CB0711_SP_SET: ROCK OUTCROP
 CB0711_STAMPING: N 1442 1981
 CB0711_MARK LOGO: NGS   
 CB0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0711+STABILITY: POSITION/ELEVATION WELL
 CB0711
 CB0711  HISTORY     - Date     Condition        Report By
 CB0711  HISTORY     - 1981     MONUMENTED       NGS
 CB0711
 CB0711                          STATION DESCRIPTION
 CB0711
 CB0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0711'23.3 KM (14.45 MI) EAST FROM BIG LAKE.
 CB0711'23.3 KM (14.45 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0711'WITH STATE HIGHWAY 137 IN BIG LAKE, IN TOP OF A 6 BY 3 FT EXPOSED AREA
 CB0711'OF OUTCROPPING BEDROCK AND 25.8 METERS (84.6 FT) SOUTH-SOUTHWEST OF
 CB0711'THE CENTERLINE OF THE HIGHWAY.
 CB0711'THE MARK IS 10.2 METERS  SSW FROM  A WITNESS POST AND FENCE
 CB0711'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0457 ***********************************************************************
 AZ0457  DESIGNATION -  N 1443
 AZ0457  PID         -  AZ0457
 AZ0457  STATE/COUNTY-  TX/VAL VERDE
 AZ0457  USGS QUAD   -  ROUGH CANYON (1972)
 AZ0457
 AZ0457                         *CURRENT SURVEY CONTROL
 AZ0457  ___________________________________________________________________
 AZ0457* NAD 83(1986)-  29 33 19.     (N)    100 53 24.     (W)     SCALED    
 AZ0457* NAVD 88     -       378.051  (meters)    1240.32   (feet)  ADJUSTED  
 AZ0457  ___________________________________________________________________
 AZ0457  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0457  DYNAMIC HT  -         377.501 (meters)    1238.52  (feet)  COMP
 AZ0457  MODELED GRAV-     979,176.6   (mgal)                       NAVD 88
 AZ0457
 AZ0457  VERT ORDER  -  FIRST     CLASS II
 AZ0457
 AZ0457.The horizontal coordinates were scaled from a topographic map and have
 AZ0457.an estimated accuracy of +/- 6 seconds.
 AZ0457
 AZ0457.The orthometric height was determined by differential leveling
 AZ0457.and adjusted by the National Geodetic Survey in June 1991..
 AZ0457
 AZ0457.The geoid height was determined by GEOID03.
 AZ0457
 AZ0457.The dynamic height is computed by dividing the NAVD 88
 AZ0457.geopotential number by the normal gravity value computed on the
 AZ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0457.degrees latitude (g = 980.6199 gals.).
 AZ0457
 AZ0457.The modeled gravity was interpolated from observed gravity values.
 AZ0457
 AZ0457;                    North         East    Units  Estimated Accuracy
 AZ0457;SPC TXSC     - 4,192,320.      416,870.      MT  (+/- 180 meters Scaled)
 AZ0457
 AZ0457                          SUPERSEDED SURVEY CONTROL
 AZ0457
 AZ0457.No superseded survey control is available for this station.
 AZ0457
 AZ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT168709(NAD 83)
 AZ0457_MARKER: DB = BENCH MARK DISK
 AZ0457_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0457_SP_SET: ROCK OUTCROP
 AZ0457_STAMPING: N 1443 1981
 AZ0457_MARK LOGO: NGS   
 AZ0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0457+STABILITY: POSITION/ELEVATION WELL
 AZ0457
 AZ0457  HISTORY     - Date     Condition        Report By
 AZ0457  HISTORY     - 1981     MONUMENTED       NGS
 AZ0457  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0457
 AZ0457                          STATION DESCRIPTION
 AZ0457
 AZ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0457'15.1 KM (9.4 MI) NORTH FROM DEL RIO.
 AZ0457'15.1 KM (9.4 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0457'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN THE TOP
 AZ0457'OF A 2 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 1.0 KM (0.6 MI)
 AZ0457'NORTHEAST OF A SIDE ROAD LEADING EAST-SOUTHEAST AND 11.6 METERS (38.1
 AZ0457'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0457'THE MARK IS 15.6 METERS  SE FROM  A WITNESS POST AND FENCE
 AZ0457'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0457
 AZ0457                          STATION RECOVERY (1999)
 AZ0457
 AZ0457'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0484 ***********************************************************************
 AZ0484  DESIGNATION -  N 1444
 AZ0484  PID         -  AZ0484
 AZ0484  STATE/COUNTY-  TX/EDWARDS
 AZ0484  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0484
 AZ0484                         *CURRENT SURVEY CONTROL
 AZ0484  ___________________________________________________________________
 AZ0484* NAD 83(1986)-  29 53 33.     (N)    100 33 16.     (W)     SCALED    
 AZ0484* NAVD 88     -       724.207  (meters)    2376.00   (feet)  ADJUSTED  
 AZ0484  ___________________________________________________________________
 AZ0484  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 AZ0484  DYNAMIC HT  -         723.127 (meters)    2372.46  (feet)  COMP
 AZ0484  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 AZ0484
 AZ0484  VERT ORDER  -  FIRST     CLASS II
 AZ0484
 AZ0484.The horizontal coordinates were scaled from a topographic map and have
 AZ0484.an estimated accuracy of +/- 6 seconds.
 AZ0484
 AZ0484.The orthometric height was determined by differential leveling
 AZ0484.and adjusted by the National Geodetic Survey in June 1991..
 AZ0484
 AZ0484.The geoid height was determined by GEOID03.
 AZ0484
 AZ0484.The dynamic height is computed by dividing the NAVD 88
 AZ0484.geopotential number by the normal gravity value computed on the
 AZ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0484.degrees latitude (g = 980.6199 gals.).
 AZ0484
 AZ0484.The modeled gravity was interpolated from observed gravity values.
 AZ0484
 AZ0484;                    North         East    Units  Estimated Accuracy
 AZ0484;SPC TXSC     - 4,229,210.      449,870.      MT  (+/- 180 meters Scaled)
 AZ0484
 AZ0484                          SUPERSEDED SURVEY CONTROL
 AZ0484
 AZ0484.No superseded survey control is available for this station.
 AZ0484
 AZ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU499078(NAD 83)
 AZ0484_MARKER: DB = BENCH MARK DISK
 AZ0484_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0484_SP_SET: ROCK OUTCROP
 AZ0484_STAMPING: N 1444 1981
 AZ0484_MARK LOGO: NGS   
 AZ0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0484+STABILITY: POSITION/ELEVATION WELL
 AZ0484
 AZ0484  HISTORY     - Date     Condition        Report By
 AZ0484  HISTORY     - 1981     MONUMENTED       NGS
 AZ0484
 AZ0484                          STATION DESCRIPTION
 AZ0484
 AZ0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0484'42.9 KM (26.65 MI) SW FROM ROCKSPRINGS.
 AZ0484'42.9 KM (26.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0484'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 2 BY 3 FT EXPOSED
 AZ0484'AREA OF OUTCROPPING BEDROCK, 0.6 KM (0.35 MI) SOUTH-SOUTHWEST OF A
 AZ0484'FIELD ENTRANCE ROAD LEADING WEST, 14.4 METERS (47.2 FT) WEST OF THE
 AZ0484'CENTERLINE OF THE HIGHWAY AND 3.8 METERS (12.5 FT) EAST OF A FENCE.
 AZ0484'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 AZ0484'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0423 ***********************************************************************
 BO0423  DESIGNATION -  N 1445
 BO0423  PID         -  BO0423
 BO0423  STATE/COUNTY-  TX/EDWARDS
 BO0423  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0423
 BO0423                         *CURRENT SURVEY CONTROL
 BO0423  ___________________________________________________________________
 BO0423* NAD 83(1986)-  30 09 36.     (N)    100 03 35.     (W)     SCALED    
 BO0423* NAVD 88     -       673.738  (meters)    2210.42   (feet)  ADJUSTED  
 BO0423  ___________________________________________________________________
 BO0423  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0423  DYNAMIC HT  -         672.749 (meters)    2207.18  (feet)  COMP
 BO0423  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 BO0423
 BO0423  VERT ORDER  -  FIRST     CLASS II
 BO0423
 BO0423.The horizontal coordinates were scaled from a topographic map and have
 BO0423.an estimated accuracy of +/- 6 seconds.
 BO0423
 BO0423.The orthometric height was determined by differential leveling
 BO0423.and adjusted by the National Geodetic Survey in June 1991..
 BO0423
 BO0423.The geoid height was determined by GEOID03.
 BO0423
 BO0423.The dynamic height is computed by dividing the NAVD 88
 BO0423.geopotential number by the normal gravity value computed on the
 BO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0423.degrees latitude (g = 980.6199 gals.).
 BO0423
 BO0423.The modeled gravity was interpolated from observed gravity values.
 BO0423
 BO0423;                    North         East    Units  Estimated Accuracy
 BO0423;SPC TXSC     - 4,258,330.      497,920.      MT  (+/- 180 meters Scaled)
 BO0423
 BO0423                          SUPERSEDED SURVEY CONTROL
 BO0423
 BO0423.No superseded survey control is available for this station.
 BO0423
 BO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU979369(NAD 83)
 BO0423_MARKER: DB = BENCH MARK DISK
 BO0423_SETTING: 66 = SET IN ROCK OUTCROP
 BO0423_SP_SET: ROCK OUTCROP
 BO0423_STAMPING: N 1445 1981
 BO0423_MARK LOGO: NGS   
 BO0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0423+STABILITY: POSITION/ELEVATION WELL
 BO0423
 BO0423  HISTORY     - Date     Condition        Report By
 BO0423  HISTORY     - 1981     MONUMENTED       NGS
 BO0423
 BO0423                          STATION DESCRIPTION
 BO0423
 BO0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0423'22.6 KM (14.05 MI) NE FROM ROCKSPRINGS.
 BO0423'22.6 KM (14.05 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0423'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 10 FT EXPOSED
 BO0423'AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) SOUTHWEST OF A SIDE ROAD
 BO0423'LEADING NORTHWEST, 10.1 METERS (33.1 FT) EAST-SOUTHEAST OF A FENCE AND
 BO0423'8.8 METERS (28.9 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BO0423'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BO0423'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0746 ***********************************************************************
 CB0746  DESIGNATION -  N 1446
 CB0746  PID         -  CB0746
 CB0746  STATE/COUNTY-  TX/TOM GREEN
 CB0746  USGS QUAD   -  TWIN BUTTES (1978)
 CB0746
 CB0746                         *CURRENT SURVEY CONTROL
 CB0746  ___________________________________________________________________
 CB0746* NAD 83(1986)-  31 23 10.     (N)    100 35 39.     (W)     SCALED    
 CB0746* NAVD 88     -       601.199  (meters)    1972.43   (feet)  ADJUSTED  
 CB0746  ___________________________________________________________________
 CB0746  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CB0746  DYNAMIC HT  -         600.376 (meters)    1969.73  (feet)  COMP
 CB0746  MODELED GRAV-     979,253.1   (mgal)                       NAVD 88
 CB0746
 CB0746  VERT ORDER  -  FIRST     CLASS II
 CB0746
 CB0746.The horizontal coordinates were scaled from a topographic map and have
 CB0746.an estimated accuracy of +/- 6 seconds.
 CB0746
 CB0746.The orthometric height was determined by differential leveling
 CB0746.and adjusted by the National Geodetic Survey in June 1991..
 CB0746
 CB0746.The geoid height was determined by GEOID03.
 CB0746
 CB0746.The dynamic height is computed by dividing the NAVD 88
 CB0746.geopotential number by the normal gravity value computed on the
 CB0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0746.degrees latitude (g = 980.6199 gals.).
 CB0746
 CB0746.The modeled gravity was interpolated from observed gravity values.
 CB0746
 CB0746;                    North         East    Units  Estimated Accuracy
 CB0746;SPC TX C     - 3,190,640.      675,190.      MT  (+/- 180 meters Scaled)
 CB0746
 CB0746                          SUPERSEDED SURVEY CONTROL
 CB0746
 CB0746.No superseded survey control is available for this station.
 CB0746
 CB0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV484734(NAD 83)
 CB0746_MARKER: I = METAL ROD
 CB0746_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0746_SP_SET: STAINLESS STEEL ROD
 CB0746_STAMPING: N 1446 1981
 CB0746_MARK LOGO: NGS   
 CB0746_PROJECTION: FLUSH
 CB0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0746_ROD/PIPE-DEPTH: 3.0  meters
 CB0746
 CB0746  HISTORY     - Date     Condition        Report By
 CB0746  HISTORY     - 1981     MONUMENTED       NGS
 CB0746
 CB0746                          STATION DESCRIPTION
 CB0746
 CB0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0746'18.3 KM (11.3 MI) SW FROM SAN ANGELO.
 CB0746'1.0 KM (0.6 MI) NORTH ALONG CHADBOURNE STREET FROM THE ATCHISON,
 CB0746'TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE 17.3 KM
 CB0746'(10.7 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 67 (BEAUREGARD AVENUE), 0.4
 CB0746'KM (0.25 MI) SOUTHWEST OF A GRAVELED ROAD LEADING NORTH, 0.1 KM (0.05
 CB0746'MI) NORTHEAST OF A PRIVATE DRIVE, 21.0 METERS (68.9 FT)
 CB0746'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 3.8 METERS (12.5
 CB0746'FT) EAST-NORTHEAST OF A T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 CB0746'POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0746'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST AND FENCE
 CB0746'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1219 ***********************************************************************
 CA1219  DESIGNATION -  N 1447 RESET
 CA1219  PID         -  CA1219
 CA1219  STATE/COUNTY-  TX/MCCULLOCH
 CA1219  USGS QUAD   -  BRADY SW (1987)
 CA1219
 CA1219                         *CURRENT SURVEY CONTROL
 CA1219  ___________________________________________________________________
 CA1219* NAD 83(1986)-  31 01 50.     (N)    099 26 31.     (W)     SCALED    
 CA1219* NAVD 88     -       614.51   (meters)    2016.1    (feet)  RESET     
 CA1219  ___________________________________________________________________
 CA1219  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CA1219
 CA1219  VERT ORDER  -  THIRD
 CA1219
 CA1219.The horizontal coordinates were scaled from a topographic map and have
 CA1219.an estimated accuracy of +/- 6 seconds.
 CA1219
 CA1219.The orthometric height was computed from unverified reset data.
 CA1219
 CA1219.The geoid height was determined by GEOID03.
 CA1219
 CA1219;                    North         East    Units  Estimated Accuracy
 CA1219;SPC TX C     - 3,151,540.      785,090.      MT  (+/- 180 meters Scaled)
 CA1219
 CA1219                          SUPERSEDED SURVEY CONTROL
 CA1219
 CA1219.No superseded survey control is available for this station.
 CA1219
 CA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV578330(NAD 83)
 CA1219_MARKER: DV = VERTICAL CONTROL DISK
 CA1219_SETTING: 66 = SET IN ROCK OUTCROP
 CA1219_SP_SET: ROCK OUTCROP
 CA1219_STAMPING: N 1447 RESET 1989
 CA1219_MARK LOGO: NGS   
 CA1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1219+STABILITY: POSITION/ELEVATION WELL
 CA1219
 CA1219  HISTORY     - Date     Condition        Report By
 CA1219  HISTORY     - 1989     MONUMENTED       TXHD
 CA1219
 CA1219                          STATION DESCRIPTION
 CA1219
 CA1219'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1989
 CA1219'2.3 KM (1.40 MI) SOUTHERLY ALONG US HIGHWAYS 87, 190 AND 377 FROM THE
 CA1219'COURTHOUSE IN BRADY, THENCE 15.3 KM (9.50 MI) SOUTHWESTERLY ALONG US
 CA1219'HIGHWAY 190, IN LIMESTONE BEDROCK, 0.1 KM (0.05 MI) NORTHEAST OF A
 CA1219'FIELD ENTRANCE ROAD LEADING NORTHWEST, 20.3 M (66.6 FT)
 CA1219'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.8 M (5.9 FT)
 CA1219'SOUTH-SOUTHEAST OF A FENCE, 0.6 M (2.0 FT) ABOVE THE HIGHWAY, 1.8 M
 CA1219'(5.9 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0805 ***********************************************************************
 CA0805  DESIGNATION -  N 1448
 CA0805  PID         -  CA0805
 CA0805  STATE/COUNTY-  TX/MCCULLOCH
 CA0805  USGS QUAD   -  BRADY SOUTH (1987)
 CA0805
 CA0805                         *CURRENT SURVEY CONTROL
 CA0805  ___________________________________________________________________
 CA0805* NAD 83(1986)-  31 07 18.     (N)    099 20 08.     (W)     SCALED    
 CA0805* NAVD 88     -       521.702  (meters)    1711.62   (feet)  ADJUSTED  
 CA0805  ___________________________________________________________________
 CA0805  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CA0805  DYNAMIC HT  -         521.002 (meters)    1709.32  (feet)  COMP
 CA0805  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 CA0805
 CA0805  VERT ORDER  -  FIRST     CLASS II
 CA0805
 CA0805.The horizontal coordinates were scaled from a topographic map and have
 CA0805.an estimated accuracy of +/- 6 seconds.
 CA0805
 CA0805.The orthometric height was determined by differential leveling
 CA0805.and adjusted by the National Geodetic Survey in June 1991..
 CA0805
 CA0805.The geoid height was determined by GEOID03.
 CA0805
 CA0805.The dynamic height is computed by dividing the NAVD 88
 CA0805.geopotential number by the normal gravity value computed on the
 CA0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0805.degrees latitude (g = 980.6199 gals.).
 CA0805
 CA0805.The modeled gravity was interpolated from observed gravity values.
 CA0805
 CA0805;                    North         East    Units  Estimated Accuracy
 CA0805;SPC TX C     - 3,161,720.      795,160.      MT  (+/- 180 meters Scaled)
 CA0805
 CA0805                          SUPERSEDED SURVEY CONTROL
 CA0805
 CA0805.No superseded survey control is available for this station.
 CA0805
 CA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV680431(NAD 83)
 CA0805_MARKER: I = METAL ROD
 CA0805_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0805+WITH SETTING: INFORMATION.
 CA0805_SP_SET: SHALLOW SET METAL ROD
 CA0805_STAMPING: N 1448 1981
 CA0805_MARK LOGO: NGS   
 CA0805_PROJECTION: FLUSH
 CA0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0805+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0805_ROD/PIPE-DEPTH: 1.2  meters
 CA0805
 CA0805  HISTORY     - Date     Condition        Report By
 CA0805  HISTORY     - 1981     MONUMENTED       NGS
 CA0805  HISTORY     - 19990106 GOOD             USPSQD
 CA0805  HISTORY     - 20060318 GOOD             USPSQD
 CA0805
 CA0805                          STATION DESCRIPTION
 CA0805
 CA0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0805'IN BRADY.
 CA0805'IN BRADY, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF OF U.S.
 CA0805'HIGHWAYS 87, 190, 377 AND 14TH STREET, 9.3 METERS (30.5 FT) WEST OF
 CA0805'THE CENTERLINE OF THE HIGHWAYS, 7.8 METERS (25.6 FT) NORTH OF THE
 CA0805'CENTER OF THE STREET, 1.3 METERS (4.3 FT) WEST OF THE WEST CURB OF THE
 CA0805'HIGHWAY, 0.9 METER (3.0 FT) NORTH OF A UTILITY POLE AND 0.6 METER (2.0
 CA0805'FT) NORTHWEST OF A STEEL STREET LIGHT POLE.  NOTE=REFUSAL WAS REACHED
 CA0805'AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0805'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0805
 CA0805                          STATION RECOVERY (1999)
 CA0805
 CA0805'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0805'RECOVERED IN GOOD CONDITION.
 CA0805
 CA0805                          STATION RECOVERY (2006)
 CA0805
 CA0805'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0805'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0455 ***********************************************************************
 BN0455  DESIGNATION -  N 1449
 BN0455  PID         -  BN0455
 BN0455  STATE/COUNTY-  TX/KIMBLE
 BN0455  USGS QUAD   -  JULIO DRAW (1970)
 BN0455
 BN0455                         *CURRENT SURVEY CONTROL
 BN0455  ___________________________________________________________________
 BN0455* NAD 83(1986)-  30 39 08.     (N)    099 46 59.     (W)     SCALED    
 BN0455* NAVD 88     -       626.364  (meters)    2055.00   (feet)  ADJUSTED  
 BN0455  ___________________________________________________________________
 BN0455  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 BN0455  DYNAMIC HT  -         625.475 (meters)    2052.08  (feet)  COMP
 BN0455  MODELED GRAV-     979,201.5   (mgal)                       NAVD 88
 BN0455
 BN0455  VERT ORDER  -  FIRST     CLASS II
 BN0455
 BN0455.The horizontal coordinates were scaled from a topographic map and have
 BN0455.an estimated accuracy of +/- 6 seconds.
 BN0455
 BN0455.The orthometric height was determined by differential leveling
 BN0455.and adjusted by the National Geodetic Survey in June 1991..
 BN0455
 BN0455.The geoid height was determined by GEOID03.
 BN0455
 BN0455.The dynamic height is computed by dividing the NAVD 88
 BN0455.geopotential number by the normal gravity value computed on the
 BN0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0455.degrees latitude (g = 980.6199 gals.).
 BN0455
 BN0455.The modeled gravity was interpolated from observed gravity values.
 BN0455
 BN0455;                    North         East    Units  Estimated Accuracy
 BN0455;SPC TX C     - 3,109,380.      752,740.      MT  (+/- 180 meters Scaled)
 BN0455
 BN0455                          SUPERSEDED SURVEY CONTROL
 BN0455
 BN0455.No superseded survey control is available for this station.
 BN0455
 BN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU249913(NAD 83)
 BN0455_MARKER: DB = BENCH MARK DISK
 BN0455_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BN0455_SP_SET: ABUTMENT
 BN0455_STAMPING: N 1449 1982
 BN0455_MARK LOGO: NGS   
 BN0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0455
 BN0455  HISTORY     - Date     Condition        Report By
 BN0455  HISTORY     - 1982     MONUMENTED       NGS
 BN0455  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0455  HISTORY     - 19950731 MARK NOT FOUND   USPSQD
 BN0455
 BN0455                          STATION DESCRIPTION
 BN0455
 BN0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0455'19.1 KM (11.85 MI) NORT FROM JUNCTION.
 BN0455'19.1 KM (11.85 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0455'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, IN TOP OF
 BN0455'THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE OVER GENTRY CREEK,
 BN0455'7.4 METERS (24.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 0.9
 BN0455'METER (3.0 FT) EAST OF THE WEST END OF THE ABUTMENT.
 BN0455'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BN0455
 BN0455                          STATION RECOVERY (1991)
 BN0455
 BN0455'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0455'MARK NOT FOUND.
 BN0455
 BN0455                          STATION RECOVERY (1995)
 BN0455
 BN0455'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0150 ***********************************************************************
 DP0150  DESIGNATION -  N 145
 DP0150  PID         -  DP0150
 DP0150  STATE/COUNTY-  TX/DICKENS
 DP0150  USGS QUAD   -  DICKENS NORTH (1981)
 DP0150
 DP0150                         *CURRENT SURVEY CONTROL
 DP0150  ___________________________________________________________________
 DP0150* NAD 83(1986)-  33 38 05.     (N)    100 50 28.     (W)     SCALED    
 DP0150* NAVD 88     -       803.961  (meters)    2637.66   (feet)  ADJUSTED  
 DP0150  ___________________________________________________________________
 DP0150  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DP0150  DYNAMIC HT  -         802.974 (meters)    2634.42  (feet)  COMP
 DP0150  MODELED GRAV-     979,382.4   (mgal)                       NAVD 88
 DP0150
 DP0150  VERT ORDER  -  SECOND    CLASS 0
 DP0150
 DP0150.The horizontal coordinates were scaled from a topographic map and have
 DP0150.an estimated accuracy of +/- 6 seconds.
 DP0150
 DP0150.The orthometric height was determined by differential leveling
 DP0150.and adjusted by the National Geodetic Survey in June 1991..
 DP0150
 DP0150.The geoid height was determined by GEOID03.
 DP0150
 DP0150.The dynamic height is computed by dividing the NAVD 88
 DP0150.geopotential number by the normal gravity value computed on the
 DP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0150.degrees latitude (g = 980.6199 gals.).
 DP0150
 DP0150.The modeled gravity was interpolated from observed gravity values.
 DP0150
 DP0150;                    North         East    Units  Estimated Accuracy
 DP0150;SPC TXNC     - 2,220,660.      382,830.      MT  (+/- 180 meters Scaled)
 DP0150
 DP0150                          SUPERSEDED SURVEY CONTROL
 DP0150
 DP0150  NGVD 29 (??/??/92)  803.680  (m)         2636.74   (f) ADJ UNCH    2 0
 DP0150
 DP0150.Superseded values are not recommended for survey control.
 DP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0150.See file dsdata.txt to determine how the superseded data were derived.
 DP0150
 DP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC292231(NAD 83)
 DP0150_MARKER: DB = BENCH MARK DISK
 DP0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0150_SP_SET: CULVERT
 DP0150_STAMPING: N 145 1938
 DP0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0150
 DP0150  HISTORY     - Date     Condition        Report By
 DP0150  HISTORY     - 1938     MONUMENTED       CGS
 DP0150  HISTORY     - 1967     GOOD             USGS
 DP0150
 DP0150                          STATION DESCRIPTION
 DP0150
 DP0150'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DP0150'1 MI N FROM DICKENS.
 DP0150'COURTHOUSE IN DICKENS.  0.3 MILES W OF ALONG U S HIGHWAY 82.  THENCE
 DP0150'1.0 MILES N ALONG STATE HIGHWAY 70.  151 FEET W OF THE CENTERLINE OF
 DP0150'THE HIGHWAY.  IN THE CENTER OF THE E HEADWALL OF A CONCRETE CULVERT IN
 DP0150'THE OLD ABANDONED HIGHWAY.  A STANDARD TABLET STAMPED N 145 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0810 ***********************************************************************
 CT0810  DESIGNATION -  N 1450
 CT0810  PID         -  CT0810
 CT0810  STATE/COUNTY-  TX/COLEMAN
 CT0810  USGS QUAD   -  GOLDSBORO (1967)
 CT0810
 CT0810                         *CURRENT SURVEY CONTROL
 CT0810  ___________________________________________________________________
 CT0810* NAD 83(1986)-  32 01 33.     (N)    099 39 25.     (W)     SCALED    
 CT0810* NAVD 88     -       604.020  (meters)    1981.69   (feet)  ADJUSTED  
 CT0810  ___________________________________________________________________
 CT0810  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CT0810  DYNAMIC HT  -         603.226 (meters)    1979.08  (feet)  COMP
 CT0810  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 CT0810
 CT0810  VERT ORDER  -  FIRST     CLASS II
 CT0810
 CT0810.The horizontal coordinates were scaled from a topographic map and have
 CT0810.an estimated accuracy of +/- 6 seconds.
 CT0810
 CT0810.The orthometric height was determined by differential leveling
 CT0810.and adjusted by the National Geodetic Survey in June 1991..
 CT0810
 CT0810.The geoid height was determined by GEOID03.
 CT0810
 CT0810.The dynamic height is computed by dividing the NAVD 88
 CT0810.geopotential number by the normal gravity value computed on the
 CT0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0810.degrees latitude (g = 980.6199 gals.).
 CT0810
 CT0810.The modeled gravity was interpolated from observed gravity values.
 CT0810
 CT0810;                    North         East    Units  Estimated Accuracy
 CT0810;SPC TX C     - 3,261,740.      763,900.      MT  (+/- 180 meters Scaled)
 CT0810
 CT0810                          SUPERSEDED SURVEY CONTROL
 CT0810
 CT0810.No superseded survey control is available for this station.
 CT0810
 CT0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA379434(NAD 83)
 CT0810_MARKER: I = METAL ROD
 CT0810_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CT0810+WITH SETTING: INFORMATION.
 CT0810_SP_SET: SHALLOW SET METAL ROD
 CT0810_STAMPING: N 1450 1982
 CT0810_MARK LOGO: NGS   
 CT0810_PROJECTION: FLUSH
 CT0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0810_ROD/PIPE-DEPTH: 1.2  meters
 CT0810
 CT0810  HISTORY     - Date     Condition        Report By
 CT0810  HISTORY     - 1982     MONUMENTED       NGS
 CT0810
 CT0810                          STATION DESCRIPTION
 CT0810
 CT0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0810'14.6 KM (9.05 MI) SE FROM LAWN.
 CT0810'14.6 KM (9.05 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0810'JUNCTION WITH FARM ROAD 604 IN LAWN AND 20.6 METERS (67.6 FT)
 CT0810'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED
 CT0810'AT 4.0 FT. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0810'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CT0810'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0690 ***********************************************************************
 CC0690  DESIGNATION -  N 1451
 CC0690  PID         -  CC0690
 CC0690  STATE/COUNTY-  TX/ECTOR
 CC0690  USGS QUAD   -  PENWELL (1981)
 CC0690
 CC0690                         *CURRENT SURVEY CONTROL
 CC0690  ___________________________________________________________________
 CC0690* NAD 83(1986)-  31 44 28.     (N)    102 35 35.     (W)     SCALED    
 CC0690* NAVD 88     -       896.277  (meters)    2940.54   (feet)  ADJUSTED  
 CC0690  ___________________________________________________________________
 CC0690  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CC0690  DYNAMIC HT  -         895.019 (meters)    2936.41  (feet)  COMP
 CC0690  MODELED GRAV-     979,206.0   (mgal)                       NAVD 88
 CC0690
 CC0690  VERT ORDER  -  FIRST     CLASS II
 CC0690
 CC0690.The horizontal coordinates were scaled from a topographic map and have
 CC0690.an estimated accuracy of +/- 6 seconds.
 CC0690
 CC0690.The orthometric height was determined by differential leveling
 CC0690.and adjusted by the National Geodetic Survey in June 1991..
 CC0690
 CC0690.The geoid height was determined by GEOID03.
 CC0690
 CC0690.The dynamic height is computed by dividing the NAVD 88
 CC0690.geopotential number by the normal gravity value computed on the
 CC0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0690.degrees latitude (g = 980.6199 gals.).
 CC0690
 CC0690.The modeled gravity was interpolated from observed gravity values.
 CC0690
 CC0690;                    North         East    Units  Estimated Accuracy
 CC0690;SPC TX C     - 3,232,150.      485,900.      MT  (+/- 180 meters Scaled)
 CC0690
 CC0690                          SUPERSEDED SURVEY CONTROL
 CC0690
 CC0690.No superseded survey control is available for this station.
 CC0690
 CC0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR280142(NAD 83)
 CC0690_MARKER: I = METAL ROD
 CC0690_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0690+WITH SETTING: INFORMATION.
 CC0690_SP_SET: SHALLOW SET METAL ROD
 CC0690_STAMPING: N 1451 1982
 CC0690_MARK LOGO: NGS   
 CC0690_PROJECTION: FLUSH
 CC0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0690_ROD/PIPE-DEPTH: 1.2  meters
 CC0690
 CC0690  HISTORY     - Date     Condition        Report By
 CC0690  HISTORY     - 1982     MONUMENTED       NGS
 CC0690  HISTORY     - 20010202 GOOD             USPSQD
 CC0690
 CC0690                          STATION DESCRIPTION
 CC0690
 CC0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0690'25.4 KM (15.8 MI) SW FROM ODESSA.
 CC0690'25.4 KM (15.8 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0690'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 18.7 METERS (61.4
 CC0690'FT) NORTHWEST OF THE CENTER OF A T-ROAD, 15.5 METERS (50.9 FT)
 CC0690'SOUTHEAST OF THE NEAR RAIL, 14.6 METERS (47.9 FT) NORTHWEST OF THE
 CC0690'CENTER OF A PAVED ROAD AND 1.5 METERS (4.9 FT) NORTHEAST OF A UTILITY
 CC0690'POLE.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT
 CC0690'IS THROUGH A 5-INCH LOGO CAP.
 CC0690'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CC0690'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CC0690
 CC0690                          STATION RECOVERY (2001)
 CC0690
 CC0690'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0820 ***********************************************************************
 CU0820  DESIGNATION -  N 1452
 CU0820  PID         -  CU0820
 CU0820  STATE/COUNTY-  TX/MARTIN
 CU0820  USGS QUAD   -  GERMANIA (1974)
 CU0820
 CU0820                         *CURRENT SURVEY CONTROL
 CU0820  ___________________________________________________________________
 CU0820* NAD 83(1986)-  32 05 24.     (N)    101 53 24.     (W)     SCALED    
 CU0820* NAVD 88     -       817.639  (meters)    2682.54   (feet)  ADJUSTED  
 CU0820  ___________________________________________________________________
 CU0820  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 CU0820  DYNAMIC HT  -         816.499 (meters)    2678.80  (feet)  COMP
 CU0820  MODELED GRAV-     979,218.4   (mgal)                       NAVD 88
 CU0820
 CU0820  VERT ORDER  -  FIRST     CLASS II
 CU0820
 CU0820.The horizontal coordinates were scaled from a topographic map and have
 CU0820.an estimated accuracy of +/- 6 seconds.
 CU0820
 CU0820.The orthometric height was determined by differential leveling
 CU0820.and adjusted by the National Geodetic Survey in June 1991..
 CU0820
 CU0820.The geoid height was determined by GEOID03.
 CU0820
 CU0820.The dynamic height is computed by dividing the NAVD 88
 CU0820.geopotential number by the normal gravity value computed on the
 CU0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0820.degrees latitude (g = 980.6199 gals.).
 CU0820
 CU0820.The modeled gravity was interpolated from observed gravity values.
 CU0820
 CU0820;                    North         East    Units  Estimated Accuracy
 CU0820;SPC TXNC     - 2,052,110.      280,030.      MT  (+/- 180 meters Scaled)
 CU0820
 CU0820                          SUPERSEDED SURVEY CONTROL
 CU0820
 CU0820.No superseded survey control is available for this station.
 CU0820
 CU0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA272540(NAD 83)
 CU0820_MARKER: I = METAL ROD
 CU0820_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0820+WITH SETTING: INFORMATION.
 CU0820_SP_SET: SHALLOW SET METAL ROD
 CU0820_STAMPING: N 1452 1982
 CU0820_MARK LOGO: NGS   
 CU0820_PROJECTION: FLUSH
 CU0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0820_ROD/PIPE-DEPTH: 1.8  meters
 CU0820
 CU0820  HISTORY     - Date     Condition        Report By
 CU0820  HISTORY     - 1982     MONUMENTED       NGS
 CU0820
 CU0820                          STATION DESCRIPTION
 CU0820
 CU0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0820'20.0 KM (12.4 MI) NE FROM MIDLAND.
 CU0820'20.0 KM (12.4 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0820'FROM THE POST OFFICE IN MIDLAND, 0.3 KM (0.2 MI) NORTHEAST OF HIGHWAY
 CU0820'MILEPOST 150, 19.3 METERS (63.3 FT) EAST-NORTHEAST OF UTILITY POLE
 CU0820'NUMBER 9, 18.7 METERS (61.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CU0820'EAST BOUND LANES OF INTERSTATE HIGHWAY 20, 8.1 METERS (26.6 FT)
 CU0820'NORTHWEST OF THE NEAR RAIL AND 4.0 METERS (13.1 FT) NORTHEAST OF A
 CU0820'UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE
 CU0820'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0820'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CU0820'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0793 ***********************************************************************
 CU0793  DESIGNATION -  N 1453
 CU0793  PID         -  CU0793
 CU0793  STATE/COUNTY-  TX/HOWARD
 CU0793  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0793
 CU0793                         *CURRENT SURVEY CONTROL
 CU0793  ___________________________________________________________________
 CU0793* NAD 83(1986)-  32 16 04.     (N)    101 24 11.     (W)     SCALED    
 CU0793* NAVD 88     -       748.805  (meters)    2456.70   (feet)  ADJUSTED  
 CU0793  ___________________________________________________________________
 CU0793  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CU0793  DYNAMIC HT  -         747.776 (meters)    2453.33  (feet)  COMP
 CU0793  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 CU0793
 CU0793  VERT ORDER  -  FIRST     CLASS II
 CU0793
 CU0793.The horizontal coordinates were scaled from a topographic map and have
 CU0793.an estimated accuracy of +/- 6 seconds.
 CU0793
 CU0793.The orthometric height was determined by differential leveling
 CU0793.and adjusted by the National Geodetic Survey in June 1991..
 CU0793
 CU0793.The geoid height was determined by GEOID03.
 CU0793
 CU0793.The dynamic height is computed by dividing the NAVD 88
 CU0793.geopotential number by the normal gravity value computed on the
 CU0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0793.degrees latitude (g = 980.6199 gals.).
 CU0793
 CU0793.The modeled gravity was interpolated from observed gravity values.
 CU0793
 CU0793;                    North         East    Units  Estimated Accuracy
 CU0793;SPC TXNC     - 2,070,440.      326,530.      MT  (+/- 180 meters Scaled)
 CU0793
 CU0793                          SUPERSEDED SURVEY CONTROL
 CU0793
 CU0793.No superseded survey control is available for this station.
 CU0793
 CU0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA736726(NAD 83)
 CU0793_MARKER: DB = BENCH MARK DISK
 CU0793_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0793_SP_SET: PIER
 CU0793_STAMPING: N 1453 1982
 CU0793_MARK LOGO: NGS   
 CU0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0793+STABILITY: POSITION/ELEVATION WELL
 CU0793
 CU0793  HISTORY     - Date     Condition        Report By
 CU0793  HISTORY     - 1982     MONUMENTED       NGS
 CU0793
 CU0793                          STATION DESCRIPTION
 CU0793
 CU0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0793'8.6 KM (5.35 MI) NE FROM BIG SPRING.
 CU0793'8.6 KM (5.35 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0793'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0793'NORTH FACE OF THE MOST WESTERLY 1 OF 2 PIERS OF THE MIDWAY ROAD (EXIT
 CU0793'182) OVERPASS AND 9.8 METERS (32.2 FT) SOUTH OF THE CENTERLINE OF THE
 CU0793'EAST BOUND LANES OF THE HIGHWAY.
 CU0793'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0427 ***********************************************************************
 BN0427  DESIGNATION -  N 1454
 BN0427  PID         -  BN0427
 BN0427  STATE/COUNTY-  TX/KIMBLE
 BN0427  USGS QUAD   -  TELEGRAPH (1974)
 BN0427
 BN0427                         *CURRENT SURVEY CONTROL
 BN0427  ___________________________________________________________________
 BN0427* NAD 83(1986)-  30 18 56.     (N)    099 54 52.     (W)     SCALED    
 BN0427* NAVD 88     -       602.365  (meters)    1976.26   (feet)  ADJUSTED  
 BN0427  ___________________________________________________________________
 BN0427  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0427  DYNAMIC HT  -         601.494 (meters)    1973.40  (feet)  COMP
 BN0427  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 BN0427
 BN0427  VERT ORDER  -  FIRST     CLASS II
 BN0427
 BN0427.The horizontal coordinates were scaled from a topographic map and have
 BN0427.an estimated accuracy of +/- 6 seconds.
 BN0427
 BN0427.The orthometric height was determined by differential leveling
 BN0427.and adjusted by the National Geodetic Survey in June 1991..
 BN0427
 BN0427.The geoid height was determined by GEOID03.
 BN0427
 BN0427.The dynamic height is computed by dividing the NAVD 88
 BN0427.geopotential number by the normal gravity value computed on the
 BN0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0427.degrees latitude (g = 980.6199 gals.).
 BN0427
 BN0427.The modeled gravity was interpolated from observed gravity values.
 BN0427
 BN0427;                    North         East    Units  Estimated Accuracy
 BN0427;SPC TX C     - 3,072,010.      740,290.      MT  (+/- 180 meters Scaled)
 BN0427
 BN0427                          SUPERSEDED SURVEY CONTROL
 BN0427
 BN0427.No superseded survey control is available for this station.
 BN0427
 BN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU120541(NAD 83)
 BN0427_MARKER: DB = BENCH MARK DISK
 BN0427_SETTING: 66 = SET IN ROCK OUTCROP
 BN0427_SP_SET: ROCK OUTCROP
 BN0427_STAMPING: N 1454 1982
 BN0427_MARK LOGO: NGS   
 BN0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0427+STABILITY: POSITION/ELEVATION WELL
 BN0427
 BN0427  HISTORY     - Date     Condition        Report By
 BN0427  HISTORY     - 1982     MONUMENTED       NGS
 BN0427  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0427
 BN0427                          STATION DESCRIPTION
 BN0427
 BN0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0427'27.3 KM (16.95 MI) SW FROM JUNCTION.
 BN0427'27.3 KM (16.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0427'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, NEAR THE TOP OF A
 BN0427'HIGHWAY CUTBANK, IN A 6 BY 15 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 BN0427'0.6 KM (0.35 MI) SOUTH OF A GRAVELED ROAD LEADING WEST, 28.5 METERS
 BN0427'(93.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 15.5 METERS (50.9
 BN0427'FT) WEST OF A FENCE.
 BN0427'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BN0427'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 BN0427
 BN0427                          STATION RECOVERY (1998)
 BN0427
 BN0427'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0824 ***********************************************************************
 CA0824  DESIGNATION -  N 1455
 CA0824  PID         -  CA0824
 CA0824  STATE/COUNTY-  TX/MCCULLOCH
 CA0824  USGS QUAD   -  PLACID (1979)
 CA0824
 CA0824                         *CURRENT SURVEY CONTROL
 CA0824  ___________________________________________________________________
 CA0824* NAD 83(1986)-  31 21 49.     (N)    099 10 38.     (W)     SCALED    
 CA0824* NAVD 88     -       463.021  (meters)    1519.09   (feet)  ADJUSTED  
 CA0824  ___________________________________________________________________
 CA0824  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CA0824  DYNAMIC HT  -         462.403 (meters)    1517.07  (feet)  COMP
 CA0824  MODELED GRAV-     979,292.2   (mgal)                       NAVD 88
 CA0824
 CA0824  VERT ORDER  -  FIRST     CLASS II
 CA0824
 CA0824.The horizontal coordinates were scaled from a topographic map and have
 CA0824.an estimated accuracy of +/- 6 seconds.
 CA0824
 CA0824.The orthometric height was determined by differential leveling
 CA0824.and adjusted by the National Geodetic Survey in June 1991..
 CA0824
 CA0824.The geoid height was determined by GEOID03.
 CA0824
 CA0824.The dynamic height is computed by dividing the NAVD 88
 CA0824.geopotential number by the normal gravity value computed on the
 CA0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0824.degrees latitude (g = 980.6199 gals.).
 CA0824
 CA0824.The modeled gravity was interpolated from observed gravity values.
 CA0824
 CA0824;                    North         East    Units  Estimated Accuracy
 CA0824;SPC TX C     - 3,188,690.      809,980.      MT  (+/- 180 meters Scaled)
 CA0824
 CA0824                          SUPERSEDED SURVEY CONTROL
 CA0824
 CA0824.No superseded survey control is available for this station.
 CA0824
 CA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV831699(NAD 83)
 CA0824_MARKER: I = METAL ROD
 CA0824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0824_SP_SET: STAINLESS STEEL ROD
 CA0824_STAMPING: N 1455 1982
 CA0824_MARK LOGO: NGS   
 CA0824_PROJECTION: FLUSH
 CA0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0824+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0824_ROD/PIPE-DEPTH: 4.6  meters
 CA0824
 CA0824  HISTORY     - Date     Condition        Report By
 CA0824  HISTORY     - 1982     MONUMENTED       NGS
 CA0824  HISTORY     - 19950826 GOOD             USPSQD
 CA0824  HISTORY     - 20060319 GOOD             USPSQD
 CA0824
 CA0824                          STATION DESCRIPTION
 CA0824
 CA0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0824'29.8 KM (18.5 MI) NE FROM BRADY.
 CA0824'29.8 KM (18.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0824'COURTHOUSE IN BRADY, 0.2 KM (0.1 MI) NORTHEAST OF THE BRIDGE OVER CORN
 CA0824'CREEK, 18.4 METERS (60.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CA0824'HIGHWAY, 7.0 METERS (23.0 FT) SOUTHWEST OF A UTILITY POLE, 5.0 METERS
 CA0824'(16.4 FT) SOUTHWEST OF A T-FENCE CORNER AND 2.9 METERS (9.5 FT)
 CA0824'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM
 CA0824'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0824'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CA0824'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 CA0824
 CA0824                          STATION RECOVERY (1995)
 CA0824
 CA0824'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0824'RECOVERED IN GOOD CONDITION.
 CA0824
 CA0824                          STATION RECOVERY (2006)
 CA0824
 CA0824'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0824'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0850 ***********************************************************************
 CA0850  DESIGNATION -  N 1456
 CA0850  PID         -  CA0850
 CA0850  STATE/COUNTY-  TX/BROWN
 CA0850  USGS QUAD   -  BROWNWOOD (1996)
 CA0850
 CA0850                         *CURRENT SURVEY CONTROL
 CA0850  ___________________________________________________________________
 CA0850* NAD 83(1986)-  31 42 07.     (N)    098 59 49.     (W)     SCALED    
 CA0850* NAVD 88     -       424.585  (meters)    1392.99   (feet)  ADJUSTED  
 CA0850  ___________________________________________________________________
 CA0850  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CA0850  DYNAMIC HT  -         424.029 (meters)    1391.17  (feet)  COMP
 CA0850  MODELED GRAV-     979,317.6   (mgal)                       NAVD 88
 CA0850
 CA0850  VERT ORDER  -  FIRST     CLASS II
 CA0850
 CA0850.The horizontal coordinates were scaled from a topographic map and have
 CA0850.an estimated accuracy of +/- 6 seconds.
 CA0850
 CA0850.The orthometric height was determined by differential leveling
 CA0850.and adjusted by the National Geodetic Survey in June 1991..
 CA0850
 CA0850.The geoid height was determined by GEOID03.
 CA0850
 CA0850.The dynamic height is computed by dividing the NAVD 88
 CA0850.geopotential number by the normal gravity value computed on the
 CA0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0850.degrees latitude (g = 980.6199 gals.).
 CA0850
 CA0850.The modeled gravity was interpolated from observed gravity values.
 CA0850
 CA0850;                    North         East    Units  Estimated Accuracy
 CA0850;SPC TX C     - 3,226,390.      826,680.      MT  (+/- 180 meters Scaled)
 CA0850
 CA0850                          SUPERSEDED SURVEY CONTROL
 CA0850
 CA0850.No superseded survey control is available for this station.
 CA0850
 CA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA002073(NAD 83)
 CA0850_MARKER: I = METAL ROD
 CA0850_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0850_SP_SET: STAINLESS STEEL ROD
 CA0850_STAMPING: N 1456 1982
 CA0850_MARK LOGO: NGS   
 CA0850_PROJECTION: FLUSH
 CA0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0850_ROD/PIPE-DEPTH: 3.7  meters
 CA0850
 CA0850  HISTORY     - Date     Condition        Report By
 CA0850  HISTORY     - 1982     MONUMENTED       NGS
 CA0850  HISTORY     - 20060630 MARK NOT FOUND   GEOCAC
 CA0850
 CA0850                          STATION DESCRIPTION
 CA0850
 CA0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0850'3.4 KM (2.1 MI) SW FROM BROWNWOOD.
 CA0850'3.4 KM (2.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS JUNCTION
 CA0850'WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 27.8 METERS (91.2 FT) WEST
 CA0850'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 7.2 METERS
 CA0850'(23.6 FT) NORTH OF THE CENTER OF A ROAD LEADING TO GREEN LEAF
 CA0850'CEMETERY, 6.8 METERS (22.3 FT) EAST OF THE NEAR RAIL OF THE ATCHISON,
 CA0850'TOPEKA AND SANTA FE RAILROAD, 3.8 METERS (12.5 FT) NORTHWEST OF THE
 CA0850'CENTER OF A CORRUGATED PIPE CULVERT AND 3.3 METERS (10.8 FT) NORTHEAST
 CA0850'OF A SIGN (RAILROAD CROSSING).  NOTE=ACCESS TO THE DATUM POINT IS
 CA0850'THROUGH A 5-INCH LOGO CAP.
 CA0850'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CA0850'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0850
 CA0850                          STATION RECOVERY (2006)
 CA0850
 CA0850'RECOVERY NOTE BY GEOCACHING 2006 (MRH)
 CA0850'RECENT RAILWAY CONSTRUCTION.  APPEARS MARK IS EITHER BURIED,
 CA0850'DESTROYED, OR MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0874 ***********************************************************************
 CA0874  DESIGNATION -  N 1457
 CA0874  PID         -  CA0874
 CA0874  STATE/COUNTY-  TX/COLEMAN
 CA0874  USGS QUAD   -  COLEMAN (1987)
 CA0874
 CA0874                         *CURRENT SURVEY CONTROL
 CA0874  ___________________________________________________________________
 CA0874* NAD 83(1986)-  31 47 51.     (N)    099 23 07.     (W)     SCALED    
 CA0874* NAVD 88     -       527.855  (meters)    1731.80   (feet)  ADJUSTED  
 CA0874  ___________________________________________________________________
 CA0874  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CA0874  DYNAMIC HT  -         527.160 (meters)    1729.52  (feet)  COMP
 CA0874  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 CA0874
 CA0874  VERT ORDER  -  FIRST     CLASS II
 CA0874
 CA0874.The horizontal coordinates were scaled from a topographic map and have
 CA0874.an estimated accuracy of +/- 6 seconds.
 CA0874
 CA0874.The orthometric height was determined by differential leveling
 CA0874.and adjusted by the National Geodetic Survey in June 1991..
 CA0874
 CA0874.The geoid height was determined by GEOID03.
 CA0874
 CA0874.The dynamic height is computed by dividing the NAVD 88
 CA0874.geopotential number by the normal gravity value computed on the
 CA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0874.degrees latitude (g = 980.6199 gals.).
 CA0874
 CA0874.The modeled gravity was interpolated from observed gravity values.
 CA0874
 CA0874;                    North         East    Units  Estimated Accuracy
 CA0874;SPC TX C     - 3,236,610.      789,780.      MT  (+/- 180 meters Scaled)
 CA0874
 CA0874                          SUPERSEDED SURVEY CONTROL
 CA0874
 CA0874.No superseded survey control is available for this station.
 CA0874
 CA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA635180(NAD 83)
 CA0874_MARKER: DB = BENCH MARK DISK
 CA0874_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CA0874_SP_SET: PIER
 CA0874_STAMPING: N 1457 1982
 CA0874_MARK LOGO: NGS   
 CA0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0874
 CA0874  HISTORY     - Date     Condition        Report By
 CA0874  HISTORY     - 1982     MONUMENTED       NGS
 CA0874  HISTORY     - 20060320 GOOD             USPSQD
 CA0874
 CA0874                          STATION DESCRIPTION
 CA0874
 CA0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0874'7.7 KM (4.8 MI) SE FROM COLEMAN.
 CA0874'7.7 KM (4.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0874'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, SET
 CA0874'VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHEASTERLY ONE OF FIVE
 CA0874'PIERS OF THE FIRST SET OF PIERS EAST OF THE WEST ABUTMENT OF THE
 CA0874'OVERPASS OVER THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 17.5 METERS
 CA0874'(57.4 FT) SOUTHWEST OF THE NEAR RAIL AND 6.5 METERS (21.3 FT) SOUTH OF
 CA0874'THE CENTERLINE OF THE HIGHWAY.
 CA0874'THE MARK IS 1.0 M ABOVE THE GROUND.
 CA0874
 CA0874                          STATION RECOVERY (2006)
 CA0874
 CA0874'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0874'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0874'VERY EASY TO SPOT.  MARKED REAL WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0738 ***********************************************************************
 CU0738  DESIGNATION -  N 1458
 CU0738  PID         -  CU0738
 CU0738  STATE/COUNTY-  TX/NOLAN
 CU0738  USGS QUAD   -  CHALK PEAK (1984)
 CU0738
 CU0738                         *CURRENT SURVEY CONTROL
 CU0738  ___________________________________________________________________
 CU0738* NAD 83(1986)-  32 29 24.     (N)    100 13 51.     (W)     SCALED    
 CU0738* NAVD 88     -       606.972  (meters)    1991.37   (feet)  ADJUSTED  
 CU0738  ___________________________________________________________________
 CU0738  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CU0738  DYNAMIC HT  -         606.174 (meters)    1988.76  (feet)  COMP
 CU0738  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 CU0738
 CU0738  VERT ORDER  -  FIRST     CLASS II
 CU0738
 CU0738.The horizontal coordinates were scaled from a topographic map and have
 CU0738.an estimated accuracy of +/- 6 seconds.
 CU0738
 CU0738.The orthometric height was determined by differential leveling
 CU0738.and adjusted by the National Geodetic Survey in June 1991..
 CU0738
 CU0738.The geoid height was determined by GEOID03.
 CU0738
 CU0738.The dynamic height is computed by dividing the NAVD 88
 CU0738.geopotential number by the normal gravity value computed on the
 CU0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0738.degrees latitude (g = 980.6199 gals.).
 CU0738
 CU0738.The modeled gravity was interpolated from observed gravity values.
 CU0738
 CU0738;                    North         East    Units  Estimated Accuracy
 CU0738;SPC TXNC     - 2,092,640.      437,340.      MT  (+/- 180 meters Scaled)
 CU0738
 CU0738                          SUPERSEDED SURVEY CONTROL
 CU0738
 CU0738.No superseded survey control is available for this station.
 CU0738
 CU0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA843954(NAD 83)
 CU0738_MARKER: DB = BENCH MARK DISK
 CU0738_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0738_SP_SET: PIER
 CU0738_STAMPING: N 1458 1982
 CU0738_MARK LOGO: NGS   
 CU0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0738+STABILITY: POSITION/ELEVATION WELL
 CU0738
 CU0738  HISTORY     - Date     Condition        Report By
 CU0738  HISTORY     - 1982     MONUMENTED       NGS
 CU0738
 CU0738                          STATION DESCRIPTION
 CU0738
 CU0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0738'17.3 KM (10.75 MI) EAST FROM SWEETWATER.
 CU0738'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0738'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0738'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0738'12.9 KM (8.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, SET VERTICALLY
 CU0738'IN THE EAST FACE OF THE MOST NORTHERLY ONE OF THREE PIERS OF THE
 CU0738'SECOND SET OF PIERS WEST OF THE EAST ABUTMENT OF THE HIGHWAY OVERPASS
 CU0738'OVER THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 27.4 METERS (89.9 FT)
 CU0738'NORTHEAST OF THE NEAR RAIL AND 6.4 METERS (21.0 FT) NORTH OF THE
 CU0738'CENTER OF THE HIGHWAY.
 CU0738'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3623 ***********************************************************************
 AI3623  DESIGNATION -  N 1458 RESET
 AI3623  PID         -  AI3623
 AI3623  STATE/COUNTY-  TX/NOLAN
 AI3623  USGS QUAD   -  CHALK PEAK (1984)
 AI3623
 AI3623                         *CURRENT SURVEY CONTROL
 AI3623  ___________________________________________________________________
 AI3623* NAD 83(1986)-  32 29 24.     (N)    100 13 51.     (W)     SCALED    
 AI3623* NAVD 88     -       607.15   (meters)    1992.0    (feet)  RESET     
 AI3623  ___________________________________________________________________
 AI3623  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AI3623
 AI3623  VERT ORDER  -  THIRD
 AI3623
 AI3623.The horizontal coordinates were scaled from a topographic map and have
 AI3623.an estimated accuracy of +/- 6 seconds.
 AI3623
 AI3623.The orthometric height was computed from unverified reset data.
 AI3623.No vertical observational check was made to the station.
 AI3623
 AI3623.The geoid height was determined by GEOID03.
 AI3623
 AI3623;                    North         East    Units  Estimated Accuracy
 AI3623;SPC TXNC     - 2,092,640.      437,340.      MT  (+/- 180 meters Scaled)
 AI3623
 AI3623                          SUPERSEDED SURVEY CONTROL
 AI3623
 AI3623.No superseded survey control is available for this station.
 AI3623
 AI3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA843954(NAD 83)
 AI3623_MARKER: DV = VERTICAL CONTROL DISK
 AI3623_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3623_SP_SET: BRIDGE COLUMN
 AI3623_STAMPING: N 1458 RESET
 AI3623_MARK LOGO: NGS   
 AI3623_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3623
 AI3623  HISTORY     - Date     Condition        Report By
 AI3623  HISTORY     - 1999     MONUMENTED       TXDOT
 AI3623
 AI3623                          STATION DESCRIPTION
 AI3623
 AI3623'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (RF)
 AI3623'SET VERTICALLY IN THE EAST FACE OF THE MOST SOUTHERLY ONE OF 4 PIERS
 AI3623'(COLUMNS) ON THE FIRST SET OF PIERS WEST OF THE EAST ABUTMENT OF THE
 AI3623'HIGHWAY OVERPASS OVER THE SANTA FE RAILROAD, 42.32 FEET (12.90 M)
 AI3623'NORTHEAST OF THE NEAR RAIL AND 43.96 FEET (13.40 M) SOUTH OF THE
 AI3623'CENTER OF THE HIGHWAY,  1.0 METER (3.3 FT) ABOVE THE GROUND, 20.0
 AI3623'METERS (65.6 FT) SOUTHERLY FROM THE ORIGIAL, 12.9 METERS (42.3 FT) TO
 AI3623'NEAR RAIL, 13.4 METERS (44.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY,
 AI3623'AND 5.0 METERS (16.4 FT) TO NEXT COLUMN NORTHWESTERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0759 ***********************************************************************
 CU0759  DESIGNATION -  N 1459
 CU0759  PID         -  CU0759
 CU0759  STATE/COUNTY-  TX/MITCHELL
 CU0759  USGS QUAD   -  LORAINE (1969)
 CU0759
 CU0759                         *CURRENT SURVEY CONTROL
 CU0759  ___________________________________________________________________
 CU0759* NAD 83(1986)-  32 24 37.     (N)    100 44 29.     (W)     SCALED    
 CU0759* NAVD 88     -       680.101  (meters)    2231.30   (feet)  ADJUSTED  
 CU0759  ___________________________________________________________________
 CU0759  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CU0759  DYNAMIC HT  -         679.187 (meters)    2228.30  (feet)  COMP
 CU0759  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 CU0759
 CU0759  VERT ORDER  -  FIRST     CLASS II
 CU0759
 CU0759.The horizontal coordinates were scaled from a topographic map and have
 CU0759.an estimated accuracy of +/- 6 seconds.
 CU0759
 CU0759.The orthometric height was determined by differential leveling
 CU0759.and adjusted by the National Geodetic Survey in June 1991..
 CU0759
 CU0759.The geoid height was determined by GEOID03.
 CU0759
 CU0759.The dynamic height is computed by dividing the NAVD 88
 CU0759.geopotential number by the normal gravity value computed on the
 CU0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0759.degrees latitude (g = 980.6199 gals.).
 CU0759
 CU0759.The modeled gravity was interpolated from observed gravity values.
 CU0759
 CU0759;                    North         East    Units  Estimated Accuracy
 CU0759;SPC TXNC     - 2,084,710.      389,180.      MT  (+/- 180 meters Scaled)
 CU0759
 CU0759                          SUPERSEDED SURVEY CONTROL
 CU0759
 CU0759.No superseded survey control is available for this station.
 CU0759
 CU0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA362872(NAD 83)
 CU0759_MARKER: I = METAL ROD
 CU0759_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0759+WITH SETTING: INFORMATION.
 CU0759_SP_SET: SHALLOW SET METAL ROD
 CU0759_STAMPING: N 1459 1982
 CU0759_MARK LOGO: NGS   
 CU0759_PROJECTION: FLUSH
 CU0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0759_ROD/PIPE-DEPTH: 3.0  meters
 CU0759
 CU0759  HISTORY     - Date     Condition        Report By
 CU0759  HISTORY     - 1982     MONUMENTED       NGS
 CU0759
 CU0759                          STATION DESCRIPTION
 CU0759
 CU0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0759'11.7 KM (7.25 MI) NE FROM COLORADO CITY.
 CU0759'11.7 KM (7.25 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0759'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 0.2 KM (0.1 MI) EAST
 CU0759'OF MILEPOST 224, 30.5 METERS (100.1 FT) SOUTHEAST OF THE CENTERLINE OF
 CU0759'THE EAST BOUND LANES OF THE HIGHWAY, 10.0 METERS (32.8 FT)
 CU0759'SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD AND 1.3 METERS (4.3
 CU0759'FT) EAST-NORTHEAST OF UTILITY POLE NUMBER 31-3.  NOTE=REFUSAL WAS
 CU0759'REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CU0759'LOGO CAP.
 CU0759'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CU0759'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0860 ***********************************************************************
 CU0860  DESIGNATION -  N 1460
 CU0860  PID         -  CU0860
 CU0860  STATE/COUNTY-  TX/SCURRY
 CU0860  USGS QUAD   -  INADALE (1969)
 CU0860
 CU0860                         *CURRENT SURVEY CONTROL
 CU0860  ___________________________________________________________________
 CU0860* NAD 83(1986)-  32 36 03.     (N)    100 44 24.     (W)     SCALED    
 CU0860* NAVD 88     -       733.676  (meters)    2407.07   (feet)  ADJUSTED  
 CU0860  ___________________________________________________________________
 CU0860  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CU0860  DYNAMIC HT  -         732.690 (meters)    2403.83  (feet)  COMP
 CU0860  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 CU0860
 CU0860  VERT ORDER  -  FIRST     CLASS II
 CU0860
 CU0860.The horizontal coordinates were scaled from a topographic map and have
 CU0860.an estimated accuracy of +/- 6 seconds.
 CU0860
 CU0860.The orthometric height was determined by differential leveling
 CU0860.and adjusted by the National Geodetic Survey in June 1991..
 CU0860
 CU0860.The geoid height was determined by GEOID03.
 CU0860
 CU0860.The dynamic height is computed by dividing the NAVD 88
 CU0860.geopotential number by the normal gravity value computed on the
 CU0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0860.degrees latitude (g = 980.6199 gals.).
 CU0860
 CU0860.The modeled gravity was interpolated from observed gravity values.
 CU0860
 CU0860;                    North         East    Units  Estimated Accuracy
 CU0860;SPC TXNC     - 2,105,830.      389,760.      MT  (+/- 180 meters Scaled)
 CU0860
 CU0860                          SUPERSEDED SURVEY CONTROL
 CU0860
 CU0860.No superseded survey control is available for this station.
 CU0860
 CU0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB367083(NAD 83)
 CU0860_MARKER: I = METAL ROD
 CU0860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0860_SP_SET: STAINLESS STEEL ROD
 CU0860_STAMPING: N 1460 1982
 CU0860_MARK LOGO: NGS   
 CU0860_PROJECTION: FLUSH
 CU0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0860_ROD/PIPE-DEPTH: 4.9  meters
 CU0860
 CU0860  HISTORY     - Date     Condition        Report By
 CU0860  HISTORY     - 1982     MONUMENTED       NGS
 CU0860
 CU0860                          STATION DESCRIPTION
 CU0860
 CU0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0860'17.3 KM (10.75 MI) SE FROM SNYDER.
 CU0860'17.3 KM (10.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0860'JUNCTION WITH U.S. HIGHWAY 180 IN SNYDER, 14.8 METERS (48.6 FT)
 CU0860'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CU0860'HIGHWAY, 14.7 METERS (48.2 FT) NORTHEAST OF THE NEAR RAIL OF THE
 CU0860'ROSCOE, SNYDER AND PACIFIC RAILROAD, 5.5 METERS (18.0 FT) SOUTH OF THE
 CU0860'EXTENDED CENTER OF A GRAVELED ROAD LEADING EAST AND 1.0 METER (3.3 FT)
 CU0860'NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0860'THROUGH A 5-INCH LOGO CAP.
 CU0860'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CU0860'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0845 ***********************************************************************
 CU0845  DESIGNATION -  N 1461
 CU0845  PID         -  CU0845
 CU0845  STATE/COUNTY-  TX/SCURRY
 CU0845  USGS QUAD   -  BRAND (1954)
 CU0845
 CU0845                         *CURRENT SURVEY CONTROL
 CU0845  ___________________________________________________________________
 CU0845* NAD 83(1986)-  32 46 56.     (N)    100 57 07.     (W)     SCALED    
 CU0845* NAVD 88     -       734.466  (meters)    2409.66   (feet)  ADJUSTED  
 CU0845  ___________________________________________________________________
 CU0845  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CU0845  DYNAMIC HT  -         733.503 (meters)    2406.50  (feet)  COMP
 CU0845  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CU0845
 CU0845  VERT ORDER  -  FIRST     CLASS II
 CU0845
 CU0845.The horizontal coordinates were scaled from a topographic map and have
 CU0845.an estimated accuracy of +/- 6 seconds.
 CU0845
 CU0845.The orthometric height was determined by differential leveling
 CU0845.and adjusted by the National Geodetic Survey in June 1991..
 CU0845
 CU0845.The geoid height was determined by GEOID03.
 CU0845
 CU0845.The dynamic height is computed by dividing the NAVD 88
 CU0845.geopotential number by the normal gravity value computed on the
 CU0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0845.degrees latitude (g = 980.6199 gals.).
 CU0845
 CU0845.The modeled gravity was interpolated from observed gravity values.
 CU0845
 CU0845;                    North         East    Units  Estimated Accuracy
 CU0845;SPC TXNC     - 2,126,380.      370,340.      MT  (+/- 180 meters Scaled)
 CU0845
 CU0845                          SUPERSEDED SURVEY CONTROL
 CU0845
 CU0845.No superseded survey control is available for this station.
 CU0845
 CU0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB171288(NAD 83)
 CU0845_MARKER: I = METAL ROD
 CU0845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0845_SP_SET: STAINLESS STEEL ROD
 CU0845_STAMPING: N 1461 1982
 CU0845_MARK LOGO: NGS   
 CU0845_PROJECTION: FLUSH
 CU0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0845_ROD/PIPE-DEPTH: 5.2  meters
 CU0845
 CU0845  HISTORY     - Date     Condition        Report By
 CU0845  HISTORY     - 1982     MONUMENTED       NGS
 CU0845
 CU0845                          STATION DESCRIPTION
 CU0845
 CU0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0845'12.3 KM (7.6 MI) NW FROM SNYDER.
 CU0845'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0845'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 11.7 KM (7.25 MI)
 CU0845'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, 34.7 METERS (113.8 FT)
 CU0845'NORTHEAST OF THE NEAR RAIL, 12.7 METERS (41.7 FT) SOUTH OF THE SOUTH
 CU0845'CORNER OF A CATTLE GUARD, 11.3 METERS (37.1 FT) NORTHEAST OF THE
 CU0845'CENTER OF A GRAVELED ROAD, 6.6 METERS (21.7 FT) SOUTHWEST OF A FENCE
 CU0845'AND 0.9 METER (3.0 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO
 CU0845'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0845'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0845'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0825 ***********************************************************************
 CU0825  DESIGNATION -  N 1462
 CU0825  PID         -  CU0825
 CU0825  STATE/COUNTY-  TX/GARZA
 CU0825  USGS QUAD   -  FLUVANNA (1969)
 CU0825
 CU0825                         *CURRENT SURVEY CONTROL
 CU0825  ___________________________________________________________________
 CU0825* NAD 83(1986)-  32 59 54.     (N)    101 09 16.     (W)     SCALED    
 CU0825* NAVD 88     -       695.307  (meters)    2281.19   (feet)  ADJUSTED  
 CU0825  ___________________________________________________________________
 CU0825  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CU0825  DYNAMIC HT  -         694.423 (meters)    2278.29  (feet)  COMP
 CU0825  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 CU0825
 CU0825  VERT ORDER  -  FIRST     CLASS II
 CU0825
 CU0825.The horizontal coordinates were scaled from a topographic map and have
 CU0825.an estimated accuracy of +/- 6 seconds.
 CU0825
 CU0825.The orthometric height was determined by differential leveling
 CU0825.and adjusted by the National Geodetic Survey in June 1991..
 CU0825
 CU0825.The geoid height was determined by GEOID03.
 CU0825
 CU0825.The dynamic height is computed by dividing the NAVD 88
 CU0825.geopotential number by the normal gravity value computed on the
 CU0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0825.degrees latitude (g = 980.6199 gals.).
 CU0825
 CU0825.The modeled gravity was interpolated from observed gravity values.
 CU0825
 CU0825;                    North         East    Units  Estimated Accuracy
 CU0825;SPC TXNC     - 2,150,800.      351,990.      MT  (+/- 180 meters Scaled)
 CU0825
 CU0825                          SUPERSEDED SURVEY CONTROL
 CU0825
 CU0825.No superseded survey control is available for this station.
 CU0825
 CU0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB987531(NAD 83)
 CU0825_MARKER: I = METAL ROD
 CU0825_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0825+WITH SETTING: INFORMATION.
 CU0825_SP_SET: SHALLOW SET METAL ROD
 CU0825_STAMPING: N 1462 1982
 CU0825_MARK LOGO: NGS   
 CU0825_PROJECTION: FLUSH
 CU0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0825_ROD/PIPE-DEPTH: 1.5  meters
 CU0825
 CU0825  HISTORY     - Date     Condition        Report By
 CU0825  HISTORY     - 1982     MONUMENTED       NGS
 CU0825
 CU0825                          STATION DESCRIPTION
 CU0825
 CU0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0825'30.6 KM (19.0 MI) SE FROM POST.
 CU0825'30.6 KM (19.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0825'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 0.4 KM (0.25
 CU0825'MI) NORTHWEST OF THE JUNCTION OF FARM ROAD 1269, 15.8 METERS (51.8 FT)
 CU0825'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 CU0825'HIGHWAY AND 1.2 METERS (3.9 FT) NORTHWEST OF A UTILITY POLE.
 CU0825'NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS
 CU0825'THROUGH A 5-INCH LOGO CAP.
 CU0825'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CU0825'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0449 ***********************************************************************
 DP0449  DESIGNATION -  N 1463
 DP0449  PID         -  DP0449
 DP0449  STATE/COUNTY-  TX/GARZA
 DP0449  USGS QUAD   -  SOUTH DOKEGOOD CREEK (1968)
 DP0449
 DP0449                         *CURRENT SURVEY CONTROL
 DP0449  ___________________________________________________________________
 DP0449* NAD 83(1986)-  33 15 13.     (N)    101 28 09.     (W)     SCALED    
 DP0449* NAVD 88     -       899.016  (meters)    2949.52   (feet)  ADJUSTED  
 DP0449  ___________________________________________________________________
 DP0449  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 DP0449  DYNAMIC HT  -         897.847 (meters)    2945.69  (feet)  COMP
 DP0449  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 DP0449
 DP0449  VERT ORDER  -  FIRST     CLASS II
 DP0449
 DP0449.The horizontal coordinates were scaled from a topographic map and have
 DP0449.an estimated accuracy of +/- 6 seconds.
 DP0449
 DP0449.The orthometric height was determined by differential leveling
 DP0449.and adjusted by the National Geodetic Survey in June 1991..
 DP0449
 DP0449.The geoid height was determined by GEOID03.
 DP0449
 DP0449.The dynamic height is computed by dividing the NAVD 88
 DP0449.geopotential number by the normal gravity value computed on the
 DP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0449.degrees latitude (g = 980.6199 gals.).
 DP0449
 DP0449.The modeled gravity was interpolated from observed gravity values.
 DP0449
 DP0449;                    North         East    Units  Estimated Accuracy
 DP0449;SPC TXNC     - 2,179,890.      323,390.      MT  (+/- 180 meters Scaled)
 DP0449
 DP0449                          SUPERSEDED SURVEY CONTROL
 DP0449
 DP0449.No superseded survey control is available for this station.
 DP0449
 DP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB699821(NAD 83)
 DP0449_MARKER: I = METAL ROD
 DP0449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0449_SP_SET: STAINLESS STEEL ROD
 DP0449_STAMPING: N 1463 1982
 DP0449_MARK LOGO: NGS   
 DP0449_PROJECTION: FLUSH
 DP0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0449+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0449_ROD/PIPE-DEPTH: 5.2  meters
 DP0449
 DP0449  HISTORY     - Date     Condition        Report By
 DP0449  HISTORY     - 1982     MONUMENTED       NGS
 DP0449  HISTORY     - 19890630 GOOD             NGS
 DP0449
 DP0449                          STATION DESCRIPTION
 DP0449
 DP0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0449'11.6 KM (7.2 MI) NW FROM POST.
 DP0449'11.6 KM (7.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0449'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 0.3 KM (0.2 MI)
 DP0449'SOUTHEAST OF THE JUNCTION OF FARM ROAD 2282, 32.0 METERS (105.0 FT)
 DP0449'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 DP0449'HIGHWAY, 9.0 METERS (29.5 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 DP0449'LEADING SOUTH AND 1.1 METERS (3.6 FT) SOUTH OF A UTILITY POLE.
 DP0449'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0449'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DP0449'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0449
 DP0449                          STATION RECOVERY (1989)
 DP0449
 DP0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1644 ***********************************************************************
 AY1644  DESIGNATION -  N 1464
 AY1644  PID         -  AY1644
 AY1644  STATE/COUNTY-  TX/BEXAR
 AY1644  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1644
 AY1644                         *CURRENT SURVEY CONTROL
 AY1644  ___________________________________________________________________
 AY1644* NAD 83(1986)-  29 25 13.     (N)    098 35 17.     (W)     SCALED    
 AY1644* NAVD 88     -       219.907  (meters)     721.48   (feet)  ADJUSTED  
 AY1644  ___________________________________________________________________
 AY1644  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AY1644  DYNAMIC HT  -         219.588 (meters)     720.43  (feet)  COMP
 AY1644  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AY1644
 AY1644  VERT ORDER  -  FIRST     CLASS II
 AY1644
 AY1644.The horizontal coordinates were scaled from a topographic map and have
 AY1644.an estimated accuracy of +/- 6 seconds.
 AY1644
 AY1644.The orthometric height was determined by differential leveling
 AY1644.and adjusted by the National Geodetic Survey in June 1991..
 AY1644
 AY1644.The geoid height was determined by GEOID03.
 AY1644
 AY1644.The dynamic height is computed by dividing the NAVD 88
 AY1644.geopotential number by the normal gravity value computed on the
 AY1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1644.degrees latitude (g = 980.6199 gals.).
 AY1644
 AY1644.The modeled gravity was interpolated from observed gravity values.
 AY1644
 AY1644;                    North         East    Units  Estimated Accuracy
 AY1644;SPC TXSC     - 4,175,950.      639,970.      MT  (+/- 180 meters Scaled)
 AY1644
 AY1644                          SUPERSEDED SURVEY CONTROL
 AY1644
 AY1644.No superseded survey control is available for this station.
 AY1644
 AY1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT399546(NAD 83)
 AY1644_MARKER: I = METAL ROD
 AY1644_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1644_SP_SET: STAINLESS STEEL ROD
 AY1644_STAMPING: N 1464 1982
 AY1644_MARK LOGO: NGS   
 AY1644_PROJECTION: FLUSH
 AY1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1644_ROD/PIPE-DEPTH: 3.4  meters
 AY1644
 AY1644  HISTORY     - Date     Condition        Report By
 AY1644  HISTORY     - 1982     MONUMENTED       NGS
 AY1644  HISTORY     - 19950510 GOOD             USPSQD
 AY1644
 AY1644                          STATION DESCRIPTION
 AY1644
 AY1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1644'IN SAN ANTONIO.
 AY1644'IN SAN ANTONIO, AT THE JUNCTION OF CASTROVILLE HIGHWAY (OLD HIGHWAY 90
 AY1644'WEST) AND SOUTH ACME ROAD, NEAR THE WEST EDGE OF SAN ANTONIO, SET
 AY1644'BETWEEN TWO METAL WITNESS SIGNS, 16.3 METERS (53.6 FT) NORTHWEST OF
 AY1644'CENTERLINE OF HIGHWAY (OLD HIGHWAY 90), 14.4 METERS (47.3 FT)
 AY1644'SOUTHWEST OF CENTERLINE OF SOUTH ACME ROAD, 7.5 METERS (24.6 FT)
 AY1644'SOUTHWEST OF A STEEL POWERLINE TOWER, AND 1.1 METERS (3.6 FT)
 AY1644'NORTHEAST OF A WOODEN POWERLINE POLE.
 AY1644'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 AY1644'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1644
 AY1644                          STATION RECOVERY (1995)
 AY1644
 AY1644'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1688 ***********************************************************************
 AY1688  DESIGNATION -  N 1465
 AY1688  PID         -  AY1688
 AY1688  STATE/COUNTY-  TX/KENDALL
 AY1688  USGS QUAD   -  WARING (1982)
 AY1688
 AY1688                         *CURRENT SURVEY CONTROL
 AY1688  ___________________________________________________________________
 AY1688* NAD 83(1986)-  29 54 15.     (N)    098 49 33.     (W)     SCALED    
 AY1688* NAVD 88     -       459.086  (meters)    1506.18   (feet)  ADJUSTED  
 AY1688  ___________________________________________________________________
 AY1688  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AY1688  DYNAMIC HT  -         458.429 (meters)    1504.03  (feet)  COMP
 AY1688  MODELED GRAV-     979,197.0   (mgal)                       NAVD 88
 AY1688
 AY1688  VERT ORDER  -  FIRST     CLASS II
 AY1688
 AY1688.The horizontal coordinates were scaled from a topographic map and have
 AY1688.an estimated accuracy of +/- 6 seconds.
 AY1688
 AY1688.The orthometric height was determined by differential leveling
 AY1688.and adjusted by the National Geodetic Survey in June 1991..
 AY1688
 AY1688.The geoid height was determined by GEOID03.
 AY1688
 AY1688.The dynamic height is computed by dividing the NAVD 88
 AY1688.geopotential number by the normal gravity value computed on the
 AY1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1688.degrees latitude (g = 980.6199 gals.).
 AY1688
 AY1688.The modeled gravity was interpolated from observed gravity values.
 AY1688
 AY1688;                    North         East    Units  Estimated Accuracy
 AY1688;SPC TXSC     - 4,229,520.      616,820.      MT  (+/- 180 meters Scaled)
 AY1688
 AY1688                          SUPERSEDED SURVEY CONTROL
 AY1688
 AY1688.No superseded survey control is available for this station.
 AY1688
 AY1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU168081(NAD 83)
 AY1688_MARKER: DB = BENCH MARK DISK
 AY1688_SETTING: 66 = SET IN ROCK OUTCROP
 AY1688_SP_SET: ROCK OUTCROP
 AY1688_STAMPING: N 1465 1982
 AY1688_MARK LOGO: NGS   
 AY1688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1688+STABILITY: POSITION/ELEVATION WELL
 AY1688
 AY1688  HISTORY     - Date     Condition        Report By
 AY1688  HISTORY     - 1982     MONUMENTED       NGS
 AY1688  HISTORY     - 1990     GOOD             USPSQD
 AY1688  HISTORY     - 19940309 GOOD             USPSQD
 AY1688  HISTORY     - 20050521 GOOD             USPSQD
 AY1688
 AY1688                          STATION DESCRIPTION
 AY1688
 AY1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1688'12.1 KM (7.55 MI) SE FROM COMFORT.
 AY1688'2.7 KM (1.7 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1688'JUNCTION OF INTERSTATE HIGHWAY 10 AT THE NORTH EDGE OF COMFORT, THENCE
 AY1688'9.4 KM (5.85 MI) SOUTHEAST ALONG THE SOUTHWEST FRONTAGE ROAD AND IS
 AY1688'SET IN THE TOP OF ROCK OUTCROP, NEAR THE TOP OF A HILL ON THE
 AY1688'NORTHEAST SIDE OF THE HIGHWAY, 9.8 METERS (32.0 FT) EAST OF THE
 AY1688'CENTERLINE OF THE HIGHWAY, 45.4 METERS (149.0 FT) NORTH NORTHWEST OF A
 AY1688'GRAVELED DRIVEWAY LEADING TO A TRAILER HOUSE, AND 10.3 METERS
 AY1688'(33.7 FT) NORTH OF A PASS WITH CARE ROAD SIGN.
 AY1688'THE MARK IS 7.3 METERS  WSW FROM A WITNESS POST.
 AY1688'THE MARK IS 0.6 M ABOVE HIGHWAY 87.
 AY1688
 AY1688                          STATION RECOVERY (1990)
 AY1688
 AY1688'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1688'RECOVERED IN GOOD CONDITION.
 AY1688
 AY1688                          STATION RECOVERY (1994)
 AY1688
 AY1688'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1688'RECOVERED IN GOOD CONDITION.
 AY1688
 AY1688                          STATION RECOVERY (2005)
 AY1688
 AY1688'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY1688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0514 ***********************************************************************
 BN0514  DESIGNATION -  N 1466
 BN0514  PID         -  BN0514
 BN0514  STATE/COUNTY-  TX/GILLESPIE
 BN0514  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0514
 BN0514                         *CURRENT SURVEY CONTROL
 BN0514  ___________________________________________________________________
 BN0514* NAD 83(1986)-  30 10 18.     (N)    098 53 02.     (W)     SCALED    
 BN0514* NAVD 88     -       551.081  (meters)    1808.00   (feet)  ADJUSTED  
 BN0514  ___________________________________________________________________
 BN0514  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BN0514  DYNAMIC HT  -         550.303 (meters)    1805.45  (feet)  COMP
 BN0514  MODELED GRAV-     979,213.2   (mgal)                       NAVD 88
 BN0514
 BN0514  VERT ORDER  -  FIRST     CLASS II
 BN0514
 BN0514.The horizontal coordinates were scaled from a topographic map and have
 BN0514.an estimated accuracy of +/- 6 seconds.
 BN0514
 BN0514.The orthometric height was determined by differential leveling
 BN0514.and adjusted by the National Geodetic Survey in June 1991..
 BN0514
 BN0514.The geoid height was determined by GEOID03.
 BN0514
 BN0514.The dynamic height is computed by dividing the NAVD 88
 BN0514.geopotential number by the normal gravity value computed on the
 BN0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0514.degrees latitude (g = 980.6199 gals.).
 BN0514
 BN0514.The modeled gravity was interpolated from observed gravity values.
 BN0514
 BN0514;                    North         East    Units  Estimated Accuracy
 BN0514;SPC TX C     - 3,056,890.      839,600.      MT  (+/- 180 meters Scaled)
 BN0514
 BN0514                          SUPERSEDED SURVEY CONTROL
 BN0514
 BN0514.No superseded survey control is available for this station.
 BN0514
 BN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU111378(NAD 83)
 BN0514_MARKER: I = METAL ROD
 BN0514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0514_SP_SET: STAINLESS STEEL ROD
 BN0514_STAMPING: N 1466 1982
 BN0514_MARK LOGO: NGS   
 BN0514_PROJECTION: RECESSED 3 CENTIMETERS
 BN0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0514+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0514_ROD/PIPE-DEPTH: 5.0  meters
 BN0514
 BN0514  HISTORY     - Date     Condition        Report By
 BN0514  HISTORY     - 1982     MONUMENTED       NGS
 BN0514  HISTORY     - 19930721 GOOD             USPSQD
 BN0514  HISTORY     - 19960309 GOOD             USPSQD
 BN0514  HISTORY     - 20040325 GOOD             USPSQD
 BN0514  HISTORY     - 20051102 GOOD             USPSQD
 BN0514
 BN0514                          STATION DESCRIPTION
 BN0514
 BN0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0514'12.0 KM (7.45 MI) SOUTH FROM FREDERICKSBURG.
 BN0514'12.0 KM (7.45 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0514'U.S. HIGHWAY 290 IN FREDERICKSBURG, AT THE JUNCTION OF OLD COMFORT
 BN0514'ROAD, 15.2 METERS (50.0 FT) EAST SOUTHEAST OF THE CENTERLINE OF THE
 BN0514'HIGHWAY, 28.9 METERS (95.0 FT) SOUTH SOUTHWEST OF THE CENTER OF OLD
 BN0514'COMFORT ROAD, 12.8 METERS (42.0 FT) SOUTH SOUTHWEST OF A CORNER FENCE
 BN0514'POST, 2.1 METERS (7.0 FT) NORTH NORTHEAST OF A CUTOFF TELEPHONE POLE,
 BN0514'0.3 METER (1.0 FT) WEST NORTHWEST OF THE FENCE LINE, 33.2 METERS
 BN0514'(109.0 FT) NORTH NORTHEAST OF THE CENTER OF A METAL GATE AT FIELD
 BN0514'ENTRANCE.
 BN0514'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 BN0514'THE MARK IS 0.3 M ABOVE HIGHWAY.
 BN0514
 BN0514                          STATION RECOVERY (1993)
 BN0514
 BN0514'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0514'RECOVERED IN GOOD CONDITION.
 BN0514
 BN0514                          STATION RECOVERY (1996)
 BN0514
 BN0514'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0514'RECOVERED IN GOOD CONDITION.
 BN0514
 BN0514                          STATION RECOVERY (2004)
 BN0514
 BN0514'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0514'RECOVERED IN GOOD CONDITION.
 BN0514
 BN0514                          STATION RECOVERY (2005)
 BN0514
 BN0514'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0542 ***********************************************************************
 BN0542  DESIGNATION -  N 1467
 BN0542  PID         -  BN0542
 BN0542  STATE/COUNTY-  TX/MASON
 BN0542  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0542
 BN0542                         *CURRENT SURVEY CONTROL
 BN0542  ___________________________________________________________________
 BN0542* NAD 83(1986)-  30 30 21.     (N)    099 00 44.     (W)     SCALED    
 BN0542* NAVD 88     -       515.687  (meters)    1691.88   (feet)  ADJUSTED  
 BN0542  ___________________________________________________________________
 BN0542  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 BN0542  DYNAMIC HT  -         514.975 (meters)    1689.55  (feet)  COMP
 BN0542  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 BN0542
 BN0542  VERT ORDER  -  FIRST     CLASS II
 BN0542
 BN0542.The horizontal coordinates were scaled from a topographic map and have
 BN0542.an estimated accuracy of +/- 6 seconds.
 BN0542
 BN0542.The orthometric height was determined by differential leveling
 BN0542.and adjusted by the National Geodetic Survey in June 1991..
 BN0542
 BN0542.The geoid height was determined by GEOID03.
 BN0542
 BN0542.The dynamic height is computed by dividing the NAVD 88
 BN0542.geopotential number by the normal gravity value computed on the
 BN0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0542.degrees latitude (g = 980.6199 gals.).
 BN0542
 BN0542.The modeled gravity was interpolated from observed gravity values.
 BN0542
 BN0542;                    North         East    Units  Estimated Accuracy
 BN0542;SPC TX C     - 3,093,780.      826,800.      MT  (+/- 180 meters Scaled)
 BN0542
 BN0542                          SUPERSEDED SURVEY CONTROL
 BN0542
 BN0542.No superseded survey control is available for this station.
 BN0542
 BN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU988748(NAD 83)
 BN0542_MARKER: I = METAL ROD
 BN0542_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0542+WITH SETTING: INFORMATION.
 BN0542_SP_SET: SHALLOW SET METAL ROD
 BN0542_STAMPING: N 1467 1982
 BN0542_MARK LOGO: NGS   
 BN0542_PROJECTION: FLUSH
 BN0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0542+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0542_ROD/PIPE-DEPTH: 1.8  meters
 BN0542
 BN0542  HISTORY     - Date     Condition        Report By
 BN0542  HISTORY     - 1982     MONUMENTED       NGS
 BN0542  HISTORY     - 19960212 GOOD             USPSQD
 BN0542  HISTORY     - 20040326 GOOD             USPSQD
 BN0542  HISTORY     - 20051123 GOOD             USPSQD
 BN0542
 BN0542                          STATION DESCRIPTION
 BN0542
 BN0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0542'7.1 KM (4.4 MI) SOUTH FROM LOYAL VALLEY.
 BN0542'7.1 KM (4.4 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF THE
 BN0542'SOUTH RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY,
 BN0542'36.5 METERS (120.0 FT) NORTH NORTHEAST OF THE CENTERLINE OF THE
 BN0542'HIGHWAY, 28.3 METERS (93.0 FT) OF THE CENTER OF THE NORTH NORTHEAST
 BN0542'HEADWALL OF A ONE CHANNEL CONCRETE CULVERT, 1.0 METER (3.3 FT)
 BN0542'NORTHWEST OF A TELEPHONE POLE, AND 0.3 METER (1.0 FT) SOUTH SOUTHWEST
 BN0542'OF A RIGHT-OF-WAY FENCE, NOTE, ROD DRIVEN TO REFUSAL.
 BN0542'THE MARK IS 0.2 METERS  SSW FROM A WITNESS POST.
 BN0542'THE MARK IS 0.6 M BELOW HIGHWAY.
 BN0542
 BN0542                          STATION RECOVERY (1996)
 BN0542
 BN0542'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0542'RECOVERED IN GOOD CONDITION.
 BN0542
 BN0542                          STATION RECOVERY (2004)
 BN0542
 BN0542'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0542'RECOVERED IN GOOD CONDITION.
 BN0542
 BN0542                          STATION RECOVERY (2005)
 BN0542
 BN0542'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0542'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0425 ***********************************************************************
 DP0425  DESIGNATION -  N 1468
 DP0425  PID         -  DP0425
 DP0425  STATE/COUNTY-  TX/LUBBOCK
 DP0425  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0425
 DP0425                         *CURRENT SURVEY CONTROL
 DP0425  ___________________________________________________________________
 DP0425* NAD 83(1986)-  33 31 46.     (N)    101 47 06.     (W)     SCALED    
 DP0425* NAVD 88     -       960.492  (meters)    3151.21   (feet)  ADJUSTED  
 DP0425  ___________________________________________________________________
 DP0425  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0425  DYNAMIC HT  -         959.253 (meters)    3147.15  (feet)  COMP
 DP0425  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 DP0425
 DP0425  VERT ORDER  -  FIRST     CLASS II
 DP0425
 DP0425.The horizontal coordinates were scaled from a topographic map and have
 DP0425.an estimated accuracy of +/- 6 seconds.
 DP0425
 DP0425.The orthometric height was determined by differential leveling
 DP0425.and adjusted by the National Geodetic Survey in June 1991..
 DP0425
 DP0425.The geoid height was determined by GEOID03.
 DP0425
 DP0425.The dynamic height is computed by dividing the NAVD 88
 DP0425.geopotential number by the normal gravity value computed on the
 DP0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0425.degrees latitude (g = 980.6199 gals.).
 DP0425
 DP0425.The modeled gravity was interpolated from observed gravity values.
 DP0425
 DP0425;                    North         East    Units  Estimated Accuracy
 DP0425;SPC TXNC     - 2,211,340.      294,930.      MT  (+/- 180 meters Scaled)
 DP0425
 DP0425                          SUPERSEDED SURVEY CONTROL
 DP0425
 DP0425.No superseded survey control is available for this station.
 DP0425
 DP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC413134(NAD 83)
 DP0425_MARKER: I = METAL ROD
 DP0425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0425_SP_SET: STAINLESS STEEL ROD
 DP0425_STAMPING: N 1468 1982
 DP0425_MARK LOGO: NGS   
 DP0425_PROJECTION: FLUSH
 DP0425_MAGNETIC: I = MARKER IS A STEEL ROD
 DP0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0425+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1997
 DP0425_ROD/PIPE-DEPTH: 6.1  meters
 DP0425
 DP0425  HISTORY     - Date     Condition        Report By
 DP0425  HISTORY     - 1982     MONUMENTED       NGS
 DP0425  HISTORY     - 19961004 GOOD             NGS
 DP0425  HISTORY     - 19970327 GOOD             NGS
 DP0425
 DP0425                          STATION DESCRIPTION
 DP0425
 DP0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0425'8.1 KM (5.05 MI) SE FROM LUBBOCK.
 DP0425'8.1 KM (5.05 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0425'RAILROAD STATION IN LUBBOCK, 14.0 METERS (45.9 FT) SOUTHWEST OF THE
 DP0425'NEAR RAIL, 2.9 METERS (9.5 FT) SOUTHEAST OF THE CENTER 1 OF 3 UTILITY
 DP0425'POLES (NUMBER 37) AND 2.3 METERS (7.5 FT) NORTHWEST OF THE MOST
 DP0425'SOUTHEASTERLY 1 OF 3 UTILITY POLES.  NOTE=ACCESS TO THE DATUM POINT IS
 DP0425'THROUGH A 5-INCH LOGO CAP.
 DP0425'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DP0425'THE MARK IS 2.0 M BELOW THE TRACKS.
 DP0425
 DP0425                          STATION RECOVERY (1996)
 DP0425
 DP0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 DP0425'7.0 KM (4.35 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84 FROM THE
 DP0425'JUNCTION OF INTERSTATE HIGHWAY 27 IN LUBBOCK, THENCE 1.7 KM (1.05 MI)
 DP0425'NORTHWESTERLY ALONG STATE HIGHWAY 331, 75.0 M (246.1 FT) NORTHEAST OF
 DP0425'THE HIGHWAY CENTER, 14.0 M (45.9 FT) NORTHWEST OF THE NEAR RAIL OF THE
 DP0425'SANTA FE RAILROAD, 2.7 M (8.9 FT) SOUTHEAST OF THE CENTER 1 OF 3
 DP0425'UTILITY POLES, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.2 M
 DP0425'(0.7 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 DP0425'IS THROUGH A 5-INCH LOGO CAP.
 DP0425
 DP0425                          STATION RECOVERY (1997)
 DP0425
 DP0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0425'1.0 KM (0.60 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0425'JUNCTION OF U.S.  HIGHWAY LOOP 289 IN SOUTHEAST LUBBOCK, 14.0 M (45.9
 DP0425'FT) SOUTHWEST OF THE NEAR RAIL, 2.9 M (9.5 FT) SOUTHEAST OF THE CENTER
 DP0425'1 OF 3 UTILITY POLES, 2.3 M (7.5 FT) NORTHWEST OF THE MOST
 DP0425'SOUTHEASTERLY OF 3 UTILITY POLES, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 DP0425'THE TRACK, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 DP0425'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0666 ***********************************************************************
 DQ0666  DESIGNATION -  N 1469
 DQ0666  PID         -  DQ0666
 DQ0666  STATE/COUNTY-  TX/HOCKLEY
 DQ0666  USGS QUAD   -  ANTON (1985)
 DQ0666
 DQ0666                         *CURRENT SURVEY CONTROL
 DQ0666  ___________________________________________________________________
 DQ0666* NAD 83(1986)-  33 47 20.     (N)    102 08 20.     (W)     SCALED    
 DQ0666* NAVD 88     -      1026.384  (meters)    3367.39   (feet)  ADJUSTED  
 DQ0666  ___________________________________________________________________
 DQ0666  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 DQ0666  DYNAMIC HT  -        1025.060 (meters)    3363.05  (feet)  COMP
 DQ0666  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 DQ0666
 DQ0666  VERT ORDER  -  FIRST     CLASS II
 DQ0666
 DQ0666.The horizontal coordinates were scaled from a topographic map and have
 DQ0666.an estimated accuracy of +/- 6 seconds.
 DQ0666
 DQ0666.The orthometric height was determined by differential leveling
 DQ0666.and adjusted by the National Geodetic Survey in June 1991..
 DQ0666
 DQ0666.The geoid height was determined by GEOID03.
 DQ0666
 DQ0666.The dynamic height is computed by dividing the NAVD 88
 DQ0666.geopotential number by the normal gravity value computed on the
 DQ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0666.degrees latitude (g = 980.6199 gals.).
 DQ0666
 DQ0666.The modeled gravity was interpolated from observed gravity values.
 DQ0666
 DQ0666;                    North         East    Units  Estimated Accuracy
 DQ0666;SPC TXNC     - 2,241,180.      263,080.      MT  (+/- 180 meters Scaled)
 DQ0666
 DQ0666                          SUPERSEDED SURVEY CONTROL
 DQ0666
 DQ0666.No superseded survey control is available for this station.
 DQ0666
 DQ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT649424(NAD 83)
 DQ0666_MARKER: I = METAL ROD
 DQ0666_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ0666+WITH SETTING: INFORMATION.
 DQ0666_SP_SET: SHALLOW SET METAL ROD
 DQ0666_STAMPING: N 1469 1982
 DQ0666_MARK LOGO: NGS   
 DQ0666_PROJECTION: FLUSH
 DQ0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0666_ROD/PIPE-DEPTH: 3.0  meters
 DQ0666
 DQ0666  HISTORY     - Date     Condition        Report By
 DQ0666  HISTORY     - 1982     MONUMENTED       NGS
 DQ0666  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 DQ0666  HISTORY     - 20051023 GOOD             GEOCAC
 DQ0666
 DQ0666                          STATION DESCRIPTION
 DQ0666
 DQ0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0666'22.3 KM (13.85 MI) SE FROM LITTLEFIELD.
 DQ0666'22.3 KM (13.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0666'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 46.9 METERS (153.9 FT)
 DQ0666'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DQ0666'HIGHWAY, 14.0 METERS (45.9 FT) WEST OF THE CENTER OF A GRAVELED ROAD
 DQ0666'LEADING NORTH, 12.3 METERS (40.4 FT) NORTHEAST OF THE NEAR RAIL OF THE
 DQ0666'SANTA FE RAILROAD AND 1.2 METERS (3.9 FT) NORTHWEST OF A UTILITY POLE.
 DQ0666'NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS
 DQ0666'THROUGH A 5-INCH LOGO CAP.
 DQ0666'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DQ0666'THE MARK IS 0.9 M BELOW THE TRACKS.
 DQ0666
 DQ0666                          STATION RECOVERY (1994)
 DQ0666
 DQ0666'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0666'MARK NOT FOUND.
 DQ0666
 DQ0666                          STATION RECOVERY (2005)
 DQ0666
 DQ0666'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DQ0666'HANDHELD COORDINATES ARE
 DQ0666'33 47.290N
 DQ0666'102 08.308W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0536 ***********************************************************************
 EO0536  DESIGNATION -  N 1470
 EO0536  PID         -  EO0536
 EO0536  STATE/COUNTY-  TX/BAILEY
 EO0536  USGS QUAD   -  MULESHOE (1980)
 EO0536
 EO0536                         *CURRENT SURVEY CONTROL
 EO0536  ___________________________________________________________________
 EO0536* NAD 83(1986)-  34 14 10.     (N)    102 44 33.     (W)     SCALED    
 EO0536* NAVD 88     -      1158.696  (meters)    3801.49   (feet)  ADJUSTED  
 EO0536  ___________________________________________________________________
 EO0536  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 EO0536  DYNAMIC HT  -        1157.201 (meters)    3796.58  (feet)  COMP
 EO0536  MODELED GRAV-     979,306.3   (mgal)                       NAVD 88
 EO0536
 EO0536  VERT ORDER  -  FIRST     CLASS II
 EO0536
 EO0536.The horizontal coordinates were scaled from a topographic map and have
 EO0536.an estimated accuracy of +/- 6 seconds.
 EO0536
 EO0536.The orthometric height was determined by differential leveling
 EO0536.and adjusted by the National Geodetic Survey in June 1991..
 EO0536
 EO0536.The geoid height was determined by GEOID03.
 EO0536
 EO0536.The dynamic height is computed by dividing the NAVD 88
 EO0536.geopotential number by the normal gravity value computed on the
 EO0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0536.degrees latitude (g = 980.6199 gals.).
 EO0536
 EO0536.The modeled gravity was interpolated from observed gravity values.
 EO0536
 EO0536;                    North         East    Units  Estimated Accuracy
 EO0536;SPC TXNC     - 2,292,840.      209,220.      MT  (+/- 180 meters Scaled)
 EO0536
 EO0536                          SUPERSEDED SURVEY CONTROL
 EO0536
 EO0536.No superseded survey control is available for this station.
 EO0536
 EO0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT079906(NAD 83)
 EO0536_MARKER: I = METAL ROD
 EO0536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0536_SP_SET: STAINLESS STEEL ROD
 EO0536_STAMPING: N 1470 1982
 EO0536_MARK LOGO: NGS   
 EO0536_PROJECTION: FLUSH
 EO0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0536_ROD/PIPE-DEPTH: 3.4  meters
 EO0536
 EO0536  HISTORY     - Date     Condition        Report By
 EO0536  HISTORY     - 1982     MONUMENTED       NGS
 EO0536
 EO0536                          STATION DESCRIPTION
 EO0536
 EO0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0536'IN MULESHOE.
 EO0536'IN MULESHOE, AT THE INTERSECTION OF U.S. HIGHWAY 70 AND 84 AND WEST
 EO0536'PASADENA 100 STREET, 12.2 METERS (40.0 FT) NORTHEAST OF THE CENTERLINE
 EO0536'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 7.0 METERS (23.0 FT) WEST
 EO0536'OF THE CENTER OF THE STREET, 2.4 METERS (7.9 FT) NORTHEAST OF A
 EO0536'UTILITY POLE AND 1.2 METERS (3.9 FT) WEST OF A UTILITY POLE.
 EO0536'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0536'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EO0536'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0550 ***********************************************************************
 EO0550  DESIGNATION -  N 1471
 EO0550  PID         -  EO0550
 EO0550  STATE/COUNTY-  TX/LAMB
 EO0550  USGS QUAD   -  SUDAN (1981)
 EO0550
 EO0550                         *CURRENT SURVEY CONTROL
 EO0550  ___________________________________________________________________
 EO0550* NAD 83(1986)-  34 04 28.     (N)    102 32 07.     (W)     SCALED    
 EO0550* NAVD 88     -      1149.826  (meters)    3772.39   (feet)  ADJUSTED  
 EO0550  ___________________________________________________________________
 EO0550  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 EO0550  DYNAMIC HT  -        1148.330 (meters)    3767.48  (feet)  COMP
 EO0550  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 EO0550
 EO0550  VERT ORDER  -  FIRST     CLASS II
 EO0550
 EO0550.The horizontal coordinates were scaled from a topographic map and have
 EO0550.an estimated accuracy of +/- 6 seconds.
 EO0550
 EO0550.The orthometric height was determined by differential leveling
 EO0550.and adjusted by the National Geodetic Survey in June 1991..
 EO0550
 EO0550.The geoid height was determined by GEOID03.
 EO0550
 EO0550.The dynamic height is computed by dividing the NAVD 88
 EO0550.geopotential number by the normal gravity value computed on the
 EO0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0550.degrees latitude (g = 980.6199 gals.).
 EO0550
 EO0550.The modeled gravity was interpolated from observed gravity values.
 EO0550
 EO0550;                    North         East    Units  Estimated Accuracy
 EO0550;SPC TXNC     - 2,274,170.      227,610.      MT  (+/- 180 meters Scaled)
 EO0550
 EO0550                          SUPERSEDED SURVEY CONTROL
 EO0550
 EO0550.No superseded survey control is available for this station.
 EO0550
 EO0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT274731(NAD 83)
 EO0550_MARKER: I = METAL ROD
 EO0550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0550_SP_SET: STAINLESS STEEL ROD
 EO0550_STAMPING: N 1471 1982
 EO0550_MARK LOGO: NGS   
 EO0550_PROJECTION: FLUSH
 EO0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0550_ROD/PIPE-DEPTH: 9.8  meters
 EO0550
 EO0550  HISTORY     - Date     Condition        Report By
 EO0550  HISTORY     - 1982     MONUMENTED       NGS
 EO0550
 EO0550                          STATION DESCRIPTION
 EO0550
 EO0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0550'24.1 KM (14.95 MI) SE FROM MULESHOE.
 EO0550'24.1 KM (14.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0550'JUNCTION WITH U.S. HIGHWAY 70 IN MULESHOE, 18.0 METERS (59.1 FT)
 EO0550'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EO0550'HIGHWAY, 1.6 METERS (5.2 FT) SOUTHWEST OF UTILITY POLE NUMBER 280 AND
 EO0550'1.4 METERS (4.6 FT) NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 EO0550'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0550'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0550'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4845 ***********************************************************************
 AW4845  DESIGNATION -  N 1472
 AW4845  PID         -  AW4845
 AW4845  STATE/COUNTY-  TX/HARRIS
 AW4845  USGS QUAD   -  SETTEGAST (1995)
 AW4845
 AW4845                         *CURRENT SURVEY CONTROL
 AW4845  ___________________________________________________________________
 AW4845* NAD 83(1986)-  29 45 07.     (N)    095 21 23.     (W)     SCALED    
 AW4845* NAVD 88     -        14.67   (+/-2cm)      48.1    (feet)  VERTCON   
 AW4845  ___________________________________________________________________
 AW4845  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4845
 AW4845  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4845
 AW4845.The horizontal coordinates were scaled from a topographic map and have
 AW4845.an estimated accuracy of +/- 6 seconds.
 AW4845
 AW4845.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4845.The vertical order pertains to the NGVD 29 superseded value.
 AW4845
 AW4845.The geoid height was determined by GEOID03.
 AW4845
 AW4845;                    North         East    Units  Estimated Accuracy
 AW4845;SPC TXSC     - 4,218,120.      952,330.      MT  (+/- 180 meters Scaled)
 AW4845
 AW4845                          SUPERSEDED SURVEY CONTROL
 AW4845
 AW4845  NGVD 29 (??/??/??)   14.671  (m)           48.13   (f) ADJUSTED    1 2
 AW4845
 AW4845.Superseded values are not recommended for survey control.
 AW4845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4845.See file dsdata.txt to determine how the superseded data were derived.
 AW4845
 AW4845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN721936(NAD 83)
 AW4845_MARKER: DB = BENCH MARK DISK
 AW4845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW4845_SP_SET: BRIDGE PIER
 AW4845_STAMPING: N 1472 1983
 AW4845_MARK LOGO: NGS   
 AW4845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4845+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW4845
 AW4845  HISTORY     - Date     Condition        Report By
 AW4845  HISTORY     - 1983     MONUMENTED       NGS
 AW4845  HISTORY     - 1987     GOOD             USPSQD
 AW4845  HISTORY     - 1987     GOOD             NGS
 AW4845  HISTORY     - 19960921 GOOD             USPSQD
 AW4845  HISTORY     - 20040515 GOOD             USPSQD
 AW4845  HISTORY     - 20050705 GOOD             USPSQD
 AW4845
 AW4845                          STATION DESCRIPTION
 AW4845
 AW4845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4845'IN HOUSTON.
 AW4845'IN HOUSTON, AT THE JUNCTION OF MCKINNEY AVENUE AND CHARTRES STREET,
 AW4845'SET VERTICALLY IN THE WEST FACE OF THE NORTHEAST CONCRETE PIER OF U.S.
 AW4845'HIGHWAY 59 AND INTERSTATE 10 NORTHEAST BOUND OVERPASS BRIDGE OVER
 AW4845'MCKINNEY AVENUE, 39.6 METERS (130.0 FT) SOUTHWEST OF THE SOUTHWEST
 AW4845'CORNER OF THE YIT ING HO CHINESE RESTAURANT, 36.3 METERS (119.0 FT)
 AW4845'NORTHEAST OF THE CENTERLINE OF THE AVENUE, 8.2 METERS (27.0 FT) WEST
 AW4845'OF THE CENTERLINE OF CHARTRESS STREET NORTHBOUND, 0.09 METERS (0.3 FT)
 AW4845'SOUTHEAST OF THE SOUTHEAST EDGE OF A NORTHEAST-SOUTHWEST SIDEWALK,
 AW4845'2.1 METERS (7.0 FT) NORTH OF A TRAFFIC LIGHT POLE, AND 5.5 METERS
 AW4845'(18.0 FT) SOUTH OF A TRAFFIC LIGHT POLE, AND 10.7 METERS (35.0 FT)
 AW4845'BELOW INTERSTATE HIGHWAY 10.
 AW4845'THE MARK IS 0.91 M ABOVE STREET.
 AW4845
 AW4845                          STATION RECOVERY (1987)
 AW4845
 AW4845'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4845'RECOVERED IN GOOD CONDITION.
 AW4845
 AW4845                          STATION RECOVERY (1987)
 AW4845
 AW4845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4845'RECOVERED IN GOOD CONDITION.
 AW4845
 AW4845                          STATION RECOVERY (1996)
 AW4845
 AW4845'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4845'RECOVERED IN GOOD CONDITION.
 AW4845
 AW4845                          STATION RECOVERY (2004)
 AW4845
 AW4845'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4845'RECOVERED IN GOOD CONDITION.
 AW4845
 AW4845                          STATION RECOVERY (2005)
 AW4845
 AW4845'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW4845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0923 ***********************************************************************
 CA0923  DESIGNATION -  N 1473
 CA0923  PID         -  CA0923
 CA0923  STATE/COUNTY-  TX/MILLS
 CA0923  USGS QUAD   -  ZEPHYR (1979)
 CA0923
 CA0923                         *CURRENT SURVEY CONTROL
 CA0923  ___________________________________________________________________
 CA0923* NAD 83(1986)-  31 39 06.     (N)    098 45 24.     (W)     SCALED    
 CA0923* NAVD 88     -       441.369  (meters)    1448.06   (feet)  ADJUSTED  
 CA0923  ___________________________________________________________________
 CA0923  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CA0923  DYNAMIC HT  -         440.794 (meters)    1446.17  (feet)  COMP
 CA0923  MODELED GRAV-     979,323.0   (mgal)                       NAVD 88
 CA0923
 CA0923  VERT ORDER  -  FIRST     CLASS II
 CA0923
 CA0923.The horizontal coordinates were scaled from a topographic map and have
 CA0923.an estimated accuracy of +/- 6 seconds.
 CA0923
 CA0923.The orthometric height was determined by differential leveling
 CA0923.and adjusted by the National Geodetic Survey in June 1991..
 CA0923
 CA0923.The geoid height was determined by GEOID03.
 CA0923
 CA0923.The dynamic height is computed by dividing the NAVD 88
 CA0923.geopotential number by the normal gravity value computed on the
 CA0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0923.degrees latitude (g = 980.6199 gals.).
 CA0923
 CA0923.The modeled gravity was interpolated from observed gravity values.
 CA0923
 CA0923;                    North         East    Units  Estimated Accuracy
 CA0923;SPC TX C     - 3,221,110.      849,530.      MT  (+/- 180 meters Scaled)
 CA0923
 CA0923                          SUPERSEDED SURVEY CONTROL
 CA0923
 CA0923.No superseded survey control is available for this station.
 CA0923
 CA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA230018(NAD 83)
 CA0923_MARKER: DB = BENCH MARK DISK
 CA0923_SETTING: 66 = SET IN ROCK OUTCROP
 CA0923_SP_SET: ROCK OUTCROP
 CA0923_STAMPING: N 1473 1983
 CA0923_MARK LOGO: NGS   
 CA0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0923
 CA0923  HISTORY     - Date     Condition        Report By
 CA0923  HISTORY     - 1983     MONUMENTED       NGS
 CA0923
 CA0923                          STATION DESCRIPTION
 CA0923
 CA0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0923'20.8 KM (12.9 MI) SE FROM EARLY.
 CA0923'20.8 KM (12.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS
 CA0923'JUNCTION WITH U.S. HIGHWAYS 67 AND 377 IN EARLY, 1.0 KM (0.6 MI)
 CA0923'NORTHWEST OF A UTILITY LINE CROSSING, IN THE CENTER OF A 2 BY 6 FT
 CA0923'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 30.8 METERS (101.0 FT)
 CA0923'SOUTHEAST OF THE NORTHWEST END OF THE CUT, 17.5 METERS (57.4 FT)
 CA0923'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 12.1 METERS (39.7 FT)
 CA0923'SOUTHEAST OF A UTILITY POLE.
 CA0923'THE MARK IS 4.0 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0923'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0947 ***********************************************************************
 CA0947  DESIGNATION -  N 1474
 CA0947  PID         -  CA0947
 CA0947  STATE/COUNTY-  TX/LAMPASAS
 CA0947  USGS QUAD   -  LOMETA (1959)
 CA0947
 CA0947                         *CURRENT SURVEY CONTROL
 CA0947  ___________________________________________________________________
 CA0947* NAD 83(1986)-  31 14 17.     (N)    098 24 06.     (W)     SCALED    
 CA0947* NAVD 88     -       447.584  (meters)    1468.45   (feet)  ADJUSTED  
 CA0947  ___________________________________________________________________
 CA0947  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CA0947  DYNAMIC HT  -         446.980 (meters)    1466.47  (feet)  COMP
 CA0947  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 CA0947
 CA0947  VERT ORDER  -  FIRST     CLASS II
 CA0947
 CA0947.The horizontal coordinates were scaled from a topographic map and have
 CA0947.an estimated accuracy of +/- 6 seconds.
 CA0947
 CA0947.The orthometric height was determined by differential leveling
 CA0947.and adjusted by the National Geodetic Survey in June 1991..
 CA0947
 CA0947.The geoid height was determined by GEOID03.
 CA0947
 CA0947.The dynamic height is computed by dividing the NAVD 88
 CA0947.geopotential number by the normal gravity value computed on the
 CA0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0947.degrees latitude (g = 980.6199 gals.).
 CA0947
 CA0947.The modeled gravity was interpolated from observed gravity values.
 CA0947
 CA0947;                    North         East    Units  Estimated Accuracy
 CA0947;SPC TX C     - 3,175,800.      883,990.      MT  (+/- 180 meters Scaled)
 CA0947
 CA0947                          SUPERSEDED SURVEY CONTROL
 CA0947
 CA0947.No superseded survey control is available for this station.
 CA0947
 CA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV569561(NAD 83)
 CA0947_MARKER: I = METAL ROD
 CA0947_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0947+WITH SETTING: INFORMATION.
 CA0947_SP_SET: SHALLOW SET METAL ROD
 CA0947_STAMPING: N 1474 1983
 CA0947_MARK LOGO: NGS   
 CA0947_PROJECTION: FLUSH
 CA0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0947_ROD/PIPE-DEPTH: 2.4  meters
 CA0947
 CA0947  HISTORY     - Date     Condition        Report By
 CA0947  HISTORY     - 1983     MONUMENTED       NGS
 CA0947  HISTORY     - 20020420 GOOD             USPSQD
 CA0947
 CA0947                          STATION DESCRIPTION
 CA0947
 CA0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0947'2.5 KM (1.55 MI) NE FROM LOMETA.
 CA0947'0.2 KM (0.1 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0947'RAILROAD STATION IN LOMETA, THENCE 2.3 KM (1.45 MI) NORTHWESTERLY
 CA0947'ALONG FARM ROAD 2942, 15.0 METERS (49.2 FT) WEST OF THE CENTER OF THE
 CA0947'ROAD, 10.4 METERS (34.1 FT) SOUTH OF THE CENTER OF A PRIVATE DRIVEWAY,
 CA0947'1.7 METERS (5.6 FT) SOUTHWEST OF UTILITY POLE NUMBER 156-B AND 1.0
 CA0947'METER (3.3 FT) SOUTH OF A FENCE CORNER.  NOTE, REFUSAL WAS REACHED AT
 CA0947'8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0947'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CA0947'THE MARK IS 1.0 M ABOVE THE ROAD.
 CA0947
 CA0947                          STATION RECOVERY (2002)
 CA0947
 CA0947'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1225 ***********************************************************************
 BZ1225  DESIGNATION -  N 1475
 BZ1225  PID         -  BZ1225
 BZ1225  STATE/COUNTY-  TX/CORYELL
 BZ1225  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ1225
 BZ1225                         *CURRENT SURVEY CONTROL
 BZ1225  ___________________________________________________________________
 BZ1225* NAD 83(1993)-  31 07 13.65627(N)    097 52 14.07414(W)     ADJUSTED  
 BZ1225* NAVD 88     -       310.633  (meters)    1019.14   (feet)  ADJUSTED  
 BZ1225  ___________________________________________________________________
 BZ1225  X           -    -748,401.537 (meters)                     COMP
 BZ1225  Y           -  -5,413,859.739 (meters)                     COMP
 BZ1225  Z           -   3,277,480.962 (meters)                     COMP
 BZ1225  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 BZ1225  ELLIP HEIGHT-         284.06  (meters)          (08/05/04) GPS OBS
 BZ1225  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BZ1225  DYNAMIC HT  -         310.216 (meters)    1017.77  (feet)  COMP
 BZ1225  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 BZ1225
 BZ1225  HORZ ORDER  -  FIRST
 BZ1225  VERT ORDER  -  FIRST     CLASS II
 BZ1225  ELLP ORDER  -  FOURTH    CLASS I
 BZ1225
 BZ1225.The horizontal coordinates were established by GPS observations
 BZ1225.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 BZ1225
 BZ1225.The orthometric height was determined by differential leveling
 BZ1225.and adjusted by the National Geodetic Survey in June 1991..
 BZ1225
 BZ1225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1225
 BZ1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1225
 BZ1225.The ellipsoidal height was determined by GPS observations
 BZ1225.and is referenced to NAD 83.
 BZ1225
 BZ1225.The geoid height was determined by GEOID03.
 BZ1225
 BZ1225.The dynamic height is computed by dividing the NAVD 88
 BZ1225.geopotential number by the normal gravity value computed on the
 BZ1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1225.degrees latitude (g = 980.6199 gals.).
 BZ1225
 BZ1225.The modeled gravity was interpolated from observed gravity values.
 BZ1225
 BZ1225;                    North         East     Units Scale Factor Converg.
 BZ1225;SPC TX C     - 3,163,760.383   934,861.167   MT  0.99988389   +1 16 06.5
 BZ1225;SPC TX C     -10,379,770.52  3,067,123.68   sFT  0.99988389   +1 16 06.5
 BZ1225;UTM  14      - 3,443,500.674   607,689.145   MT  0.99974304   +0 35 01.6
 BZ1225
 BZ1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1225!SPC TX C     -   0.99995540  x   0.99988389  =   0.99983929
 BZ1225!UTM  14      -   0.99995540  x   0.99974304  =   0.99969845
 BZ1225
 BZ1225                          SUPERSEDED SURVEY CONTROL
 BZ1225
 BZ1225  NAVD 88 (08/05/04)  310.63   (m)         1019.1    (f) LEVELING    3  
 BZ1225
 BZ1225.Superseded values are not recommended for survey control.
 BZ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1225.See file dsdata.txt to determine how the superseded data were derived.
 BZ1225
 BZ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV0768943501(NAD 83)
 BZ1225_MARKER: I = METAL ROD
 BZ1225_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1225+WITH SETTING: INFORMATION.
 BZ1225_SP_SET: SHALLOW SET METAL ROD
 BZ1225_STAMPING: N 1475 1983
 BZ1225_MARK LOGO: NGS   
 BZ1225_PROJECTION: FLUSH
 BZ1225_MAGNETIC: I = MARKER IS A STEEL ROD
 BZ1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1225+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 BZ1225_ROD/PIPE-DEPTH: 2.1  meters
 BZ1225
 BZ1225  HISTORY     - Date     Condition        Report By
 BZ1225  HISTORY     - 1983     MONUMENTED       NGS
 BZ1225  HISTORY     - 20040124 GOOD             USPSQD
 BZ1225  HISTORY     - 20040430 GOOD             MSAM
 BZ1225
 BZ1225                          STATION DESCRIPTION
 BZ1225
 BZ1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1225'13.6 KM (8.45 MI) WEST FROM KILLEEN.
 BZ1225'7.1 KM (4.4 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ1225'STATION IN KILLEEN, THENCE 6.5 KM (4.05 MI) WESTERLY ALONG U.S.
 BZ1225'HIGHWAY 190, 20.7 METERS (67.9 FT) SOUTH OF THE CENTERLINE OF THE EAST
 BZ1225'BOUND LANES OF THE HIGHWAY, 12.4 METERS (40.7 FT) SOUTHEAST OF THE
 BZ1225'SOUTHEAST END OF A BOX CULVERT AND 1.0 METER (3.3 FT) WEST OF A
 BZ1225'UTILITY POLE.  NOTE, REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE
 BZ1225'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BZ1225'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 BZ1225'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 BZ1225
 BZ1225                          STATION RECOVERY (2004)
 BZ1225
 BZ1225'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BZ1225'NEARBY POWER POLES MAKE THIS MARK ONLY MARGINALLY GPSABLE.
 BZ1225
 BZ1225                          STATION RECOVERY (2004)
 BZ1225
 BZ1225'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 BZ1225'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 BZ1225'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2464 ***********************************************************************
 CS2464  DESIGNATION -  N 1476
 CS2464  PID         -  CS2464
 CS2464  STATE/COUNTY-  TX/JOHNSON
 CS2464  USGS QUAD   -  GRANDVIEW (1978)
 CS2464
 CS2464                         *CURRENT SURVEY CONTROL
 CS2464  ___________________________________________________________________
 CS2464* NAD 83(1993)-  32 20 26.77885(N)    097 11 30.45208(W)     ADJUSTED  
 CS2464* NAVD 88     -       219.227  (meters)     719.25   (feet)  ADJUSTED  
 CS2464  ___________________________________________________________________
 CS2464  X           -    -675,293.449 (meters)                     COMP
 CS2464  Y           -  -5,351,663.381 (meters)                     COMP
 CS2464  Z           -   3,392,520.609 (meters)                     COMP
 CS2464  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CS2464  ELLIP HEIGHT-         192.10  (meters)          (02/16/96) GPS OBS
 CS2464  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CS2464  DYNAMIC HT  -         218.963 (meters)     718.38  (feet)  COMP
 CS2464  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 CS2464
 CS2464  HORZ ORDER  -  THIRD
 CS2464  VERT ORDER  -  FIRST     CLASS II
 CS2464  ELLP ORDER  -  FIFTH     CLASS I
 CS2464
 CS2464.The horizontal coordinates were established by GPS observations
 CS2464.and adjusted by the National Geodetic Survey in February 1996..
 CS2464
 CS2464.The orthometric height was determined by differential leveling
 CS2464.and adjusted by the National Geodetic Survey in June 1991..
 CS2464
 CS2464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2464
 CS2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2464
 CS2464.The ellipsoidal height was determined by GPS observations
 CS2464.and is referenced to NAD 83.
 CS2464
 CS2464.The geoid height was determined by GEOID03.
 CS2464
 CS2464.The dynamic height is computed by dividing the NAVD 88
 CS2464.geopotential number by the normal gravity value computed on the
 CS2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2464.degrees latitude (g = 980.6199 gals.).
 CS2464
 CS2464.The modeled gravity was interpolated from observed gravity values.
 CS2464
 CS2464;                    North         East     Units Scale Factor Converg.
 CS2464;SPC TXNC     - 2,075,519.496   723,147.811   MT  0.99994901   +0 42 48.6
 CS2464;SPC TXNC     - 6,809,433.55  2,372,527.44   sFT  0.99994901   +0 42 48.6
 CS2464;UTM  14      - 3,579,645.482   670,172.350   MT  0.99995712   +0 58 03.1
 CS2464
 CS2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2464!SPC TXNC     -   0.99996984  x   0.99994901  =   0.99991885
 CS2464!UTM  14      -   0.99996984  x   0.99995712  =   0.99992696
 CS2464
 CS2464                          SUPERSEDED SURVEY CONTROL
 CS2464
 CS2464  NAD 83(1986)-  32 20 26.78208(N)    097 11 30.43614(W) AD(       ) 3
 CS2464  NAD 27      -  32 20 26.27744(N)    097 11 29.40000(W) AD(       ) 3
 CS2464  NGVD 29 (12/08/88)  219.20   (m)          719.2    (f) LEVELING    3  
 CS2464
 CS2464.Superseded values are not recommended for survey control.
 CS2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2464.See file dsdata.txt to determine how the superseded data were derived.
 CS2464
 CS2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7017279645(NAD 83)
 CS2464_MARKER: I = METAL ROD
 CS2464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2464_SP_SET: STAINLESS STEEL ROD
 CS2464_STAMPING: N 1476 1983
 CS2464_MARK LOGO: NGS   
 CS2464_PROJECTION: FLUSH
 CS2464_MAGNETIC: I = MARKER IS A STEEL ROD
 CS2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2464+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 CS2464_ROD/PIPE-DEPTH: 8.8  meters
 CS2464
 CS2464  HISTORY     - Date     Condition        Report By
 CS2464  HISTORY     - 1983     MONUMENTED       NGS
 CS2464  HISTORY     - 19871015 GOOD             NGS
 CS2464  HISTORY     - 19880315 GOOD
 CS2464  HISTORY     - 19940330 GOOD             USPSQD
 CS2464  HISTORY     - 19990608 GOOD             USPSQD
 CS2464  HISTORY     - 20060408 GOOD             JCLS
 CS2464
 CS2464                          STATION DESCRIPTION
 CS2464
 CS2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2464'8.2 KM (5.05 MI) NORTH FROM GRANDVIEW.
 CS2464'0.2 KM (0.1 MI) EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE
 CS2464'MISSOURI, KANSAS AND TEXAS RAILROAD IN GRANDVIEW, THENCE 8.0 KM (4.95
 CS2464'MI) NORTHERLY ALONG U.S. HIGHWAY 81, 0.3 KM (0.2 MI) SOUTH OF MILEPOST
 CS2464'21, 42.1 METERS (138.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 CS2464'LANES OF THE HIGHWAY, 10.7 METERS (35.1 FT) EAST OF THE CENTERLINE OF
 CS2464'A FRONTAGE ROAD AND 4.6 METERS (15.1 FT) SOUTH OF THE CENTER OF A
 CS2464'FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CS2464'LOGO CAP.
 CS2464'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CS2464'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CS2464
 CS2464                          STATION RECOVERY (1987)
 CS2464
 CS2464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CS2464'RECOVERED IN GOOD CONDITION.
 CS2464
 CS2464                          STATION RECOVERY (1988)
 CS2464
 CS2464'RECOVERED 1988
 CS2464'RECOVERED IN GOOD CONDITION.
 CS2464
 CS2464                          STATION RECOVERY (1994)
 CS2464
 CS2464'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2464'RECOVERED IN GOOD CONDITION.
 CS2464
 CS2464                          STATION RECOVERY (1999)
 CS2464
 CS2464'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2464'RECOVERED IN GOOD CONDITION.
 CS2464
 CS2464                          STATION RECOVERY (2006)
 CS2464
 CS2464'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 CS2464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2440 ***********************************************************************
 CS2440  DESIGNATION -  N 1477
 CS2440  PID         -  CS2440
 CS2440  STATE/COUNTY-  TX/PARKER
 CS2440  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2440
 CS2440                         *CURRENT SURVEY CONTROL
 CS2440  ___________________________________________________________________
 CS2440* NAD 83(1986)-  32 43 57.     (N)    097 46 37.     (W)     SCALED    
 CS2440* NAVD 88     -       325.392  (meters)    1067.56   (feet)  ADJUSTED  
 CS2440  ___________________________________________________________________
 CS2440  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CS2440  DYNAMIC HT  -         324.995 (meters)    1066.25  (feet)  COMP
 CS2440  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 CS2440
 CS2440  VERT ORDER  -  FIRST     CLASS II
 CS2440
 CS2440.The horizontal coordinates were scaled from a topographic map and have
 CS2440.an estimated accuracy of +/- 6 seconds.
 CS2440
 CS2440.The orthometric height was determined by differential leveling
 CS2440.and adjusted by the National Geodetic Survey in June 1991..
 CS2440
 CS2440.The geoid height was determined by GEOID03.
 CS2440
 CS2440.The dynamic height is computed by dividing the NAVD 88
 CS2440.geopotential number by the normal gravity value computed on the
 CS2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2440.degrees latitude (g = 980.6199 gals.).
 CS2440
 CS2440.The modeled gravity was interpolated from observed gravity values.
 CS2440
 CS2440;                    North         East    Units  Estimated Accuracy
 CS2440;SPC TXNC     - 2,118,420.      667,770.      MT  (+/- 180 meters Scaled)
 CS2440
 CS2440                          SUPERSEDED SURVEY CONTROL
 CS2440
 CS2440.No superseded survey control is available for this station.
 CS2440
 CS2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB146222(NAD 83)
 CS2440_MARKER: I = METAL ROD
 CS2440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2440_SP_SET: STAINLESS STEEL ROD
 CS2440_STAMPING: N 1477 1983
 CS2440_MARK LOGO: NGS   
 CS2440_PROJECTION: FLUSH
 CS2440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2440_ROD/PIPE-DEPTH: 7.0  meters
 CS2440
 CS2440  HISTORY     - Date     Condition        Report By
 CS2440  HISTORY     - 1983     MONUMENTED       NGS
 CS2440  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 CS2440  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 CS2440  HISTORY     - 19970524 GOOD             USPSQD
 CS2440  HISTORY     - 20020317 GOOD             USPSQD
 CS2440
 CS2440                          STATION DESCRIPTION
 CS2440
 CS2440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2440'1.2 KM (0.7 MI) EAST FROM WEATHERFORD.
 CS2440'1.2 KM (0.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2440'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 105.2 METERS (34.5 FT)
 CS2440'NORTHWEST OF MILEPOST 409, 43.1 METERS (138.1 FT) NORTH OF THE
 CS2440'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CS2440'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2440'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CS2440'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CS2440
 CS2440                          STATION RECOVERY (1991)
 CS2440
 CS2440'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2440'MARK NOT FOUND.
 CS2440
 CS2440                          STATION RECOVERY (1995)
 CS2440
 CS2440'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2440'MARK NOT FOUND.
 CS2440
 CS2440                          STATION RECOVERY (1997)
 CS2440
 CS2440'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2440'RECOVERED IN GOOD CONDITION.
 CS2440
 CS2440                          STATION RECOVERY (2002)
 CS2440
 CS2440'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0895 ***********************************************************************
 CT0895  DESIGNATION -  N 1478
 CT0895  PID         -  CT0895
 CT0895  STATE/COUNTY-  TX/PARKER
 CT0895  USGS QUAD   -  BRAZOS EAST (1984)
 CT0895
 CT0895                         *CURRENT SURVEY CONTROL
 CT0895  ___________________________________________________________________
 CT0895* NAD 83(1986)-  32 39 50.     (N)    098 02 05.     (W)     SCALED    
 CT0895* NAVD 88     -       229.979  (meters)     754.52   (feet)  ADJUSTED  
 CT0895  ___________________________________________________________________
 CT0895  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0895  DYNAMIC HT  -         229.696 (meters)     753.59  (feet)  COMP
 CT0895  MODELED GRAV-     979,406.3   (mgal)                       NAVD 88
 CT0895
 CT0895  VERT ORDER  -  FIRST     CLASS II
 CT0895
 CT0895.The horizontal coordinates were scaled from a topographic map and have
 CT0895.an estimated accuracy of +/- 6 seconds.
 CT0895
 CT0895.The orthometric height was determined by differential leveling
 CT0895.and adjusted by the National Geodetic Survey in June 1991..
 CT0895
 CT0895.The geoid height was determined by GEOID03.
 CT0895
 CT0895.The dynamic height is computed by dividing the NAVD 88
 CT0895.geopotential number by the normal gravity value computed on the
 CT0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0895.degrees latitude (g = 980.6199 gals.).
 CT0895
 CT0895.The modeled gravity was interpolated from observed gravity values.
 CT0895
 CT0895;                    North         East    Units  Estimated Accuracy
 CT0895;SPC TXNC     - 2,110,680.      643,640.      MT  (+/- 180 meters Scaled)
 CT0895
 CT0895                          SUPERSEDED SURVEY CONTROL
 CT0895
 CT0895.No superseded survey control is available for this station.
 CT0895
 CT0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB905144(NAD 83)
 CT0895_MARKER: DB = BENCH MARK DISK
 CT0895_SETTING: 66 = SET IN ROCK OUTCROP
 CT0895_SP_SET: ROCK OUTCROP
 CT0895_STAMPING: N 1478 1983
 CT0895_MARK LOGO: NGS   
 CT0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0895
 CT0895  HISTORY     - Date     Condition        Report By
 CT0895  HISTORY     - 1983     MONUMENTED       NGS
 CT0895  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 CT0895  HISTORY     - 19970524 GOOD             USPSQD
 CT0895  HISTORY     - 20020316 GOOD             USPSQD
 CT0895
 CT0895                          STATION DESCRIPTION
 CT0895
 CT0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0895'24.8 KM (15.4 MI) WEST FROM WEATHERFORD.
 CT0895'24.8 KM (15.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0895'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, IN THE CENTER OF A
 CT0895'3-BY 12-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI)
 CT0895'SOUTHWEST OF MILEPOST 393, 25.3 METERS (83.0 FT) NORTH OF THE WEST
 CT0895'CORNER OF THE HIGHWAY BRIDGE SPANNING THE BRAZOS RIVER, 24.4 METERS
 CT0895'(80.1 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF
 CT0895'THE HIGHWAY AND 4.0 METERS (13.1 FT) EAST OF A FENCE.
 CT0895'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CT0895'THE MARK IS 6.0 M BELOW THE HIGHWAY.
 CT0895
 CT0895                          STATION RECOVERY (1995)
 CT0895
 CT0895'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0895'MARK NOT FOUND.
 CT0895
 CT0895                          STATION RECOVERY (1997)
 CT0895
 CT0895'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0895'RECOVERED IN GOOD CONDITION.
 CT0895
 CT0895                          STATION RECOVERY (2002)
 CT0895
 CT0895'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2418 ***********************************************************************
 CS2418  DESIGNATION -  N 1479
 CS2418  PID         -  CS2418
 CS2418  STATE/COUNTY-  TX/TARRANT
 CS2418  USGS QUAD   -  FORT WORTH (1981)
 CS2418
 CS2418                         *CURRENT SURVEY CONTROL
 CS2418  ___________________________________________________________________
 CS2418* NAD 83(1986)-  32 44 39.     (N)    097 19 10.     (W)     SCALED    
 CS2418* NAVD 88     -       185.735  (meters)     609.37   (feet)  ADJUSTED  
 CS2418  ___________________________________________________________________
 CS2418  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS2418  DYNAMIC HT  -         185.517 (meters)     608.65  (feet)  COMP
 CS2418  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CS2418
 CS2418  VERT ORDER  -  FIRST     CLASS II
 CS2418
 CS2418.The horizontal coordinates were scaled from a topographic map and have
 CS2418.an estimated accuracy of +/- 6 seconds.
 CS2418
 CS2418.The orthometric height was determined by differential leveling
 CS2418.and adjusted by the National Geodetic Survey in June 1991..
 CS2418
 CS2418.The geoid height was determined by GEOID03.
 CS2418
 CS2418.The dynamic height is computed by dividing the NAVD 88
 CS2418.geopotential number by the normal gravity value computed on the
 CS2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2418.degrees latitude (g = 980.6199 gals.).
 CS2418
 CS2418.The modeled gravity was interpolated from observed gravity values.
 CS2418
 CS2418;                    North         East    Units  Estimated Accuracy
 CS2418;SPC TXNC     - 2,120,110.      710,630.      MT  (+/- 180 meters Scaled)
 CS2418
 CS2418                          SUPERSEDED SURVEY CONTROL
 CS2418
 CS2418.No superseded survey control is available for this station.
 CS2418
 CS2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB574241(NAD 83)
 CS2418_MARKER: DB = BENCH MARK DISK
 CS2418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2418_SP_SET: BRIDGE ABUTMENT
 CS2418_STAMPING: N 1479 1983
 CS2418_MARK LOGO: NGS   
 CS2418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2418+STABILITY: POSITION/ELEVATION WELL
 CS2418
 CS2418  HISTORY     - Date     Condition        Report By
 CS2418  HISTORY     - 1983     MONUMENTED       NGS
 CS2418  HISTORY     - 1983     GOOD             NGS
 CS2418  HISTORY     - 1984     GOOD             NGS
 CS2418  HISTORY     - 1986     GOOD             NGS
 CS2418  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2418  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2418
 CS2418                          STATION DESCRIPTION
 CS2418
 CS2418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2418'IN FORT WORTH.
 CS2418'IN FORT WORTH, AT THE JUNCTION OF THE MISSOURI PACIFIC RAILROAD AND
 CS2418'U.S. HIGHWAY 81, IN THE TOP OF AND 0.2 METER (0.7 FT) NORTH OF THE
 CS2418'SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OVER
 CS2418'THE HIGHWAY, 15.5 METERS (50.9 FT) EAST OF THE CENTER OF THE NORTH
 CS2418'BOUND LANES OF THE HIGHWAY AND 2.7 METERS (8.9 FT) SOUTH OF THE NEAR
 CS2418'RAIL.
 CS2418'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CS2418
 CS2418                          STATION RECOVERY (1983)
 CS2418
 CS2418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2418'RECOVERED IN GOOD CONDITION.
 CS2418
 CS2418                          STATION RECOVERY (1984)
 CS2418
 CS2418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS2418'RECOVERED IN GOOD CONDITION.
 CS2418
 CS2418                          STATION RECOVERY (1986)
 CS2418
 CS2418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS2418'RECOVERED IN GOOD CONDITION.
 CS2418
 CS2418                          STATION RECOVERY (1996)
 CS2418
 CS2418'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2418'MARK NOT FOUND.
 CS2418
 CS2418                          STATION RECOVERY (2001)
 CS2418
 CS2418'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1354 ***********************************************************************
 AY1354  DESIGNATION -  N 148
 AY1354  PID         -  AY1354
 AY1354  STATE/COUNTY-  TX/UVALDE
 AY1354  USGS QUAD   -  CHALK BLUFF (1960)
 AY1354
 AY1354                         *CURRENT SURVEY CONTROL
 AY1354  ___________________________________________________________________
 AY1354* NAD 83(1986)-  29 22 09.     (N)    099 58 19.     (W)     SCALED    
 AY1354* NAVD 88     -       328.604  (meters)    1078.10   (feet)  POSTED    
 AY1354  ___________________________________________________________________
 AY1354  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AY1354  DYNAMIC HT  -         328.120 (meters)    1076.51  (feet)  COMP
 AY1354  MODELED GRAV-     979,172.2   (mgal)                       NAVD 88
 AY1354
 AY1354  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1354
 AY1354.The horizontal coordinates were scaled from a topographic map and have
 AY1354.an estimated accuracy of +/- 6 seconds.
 AY1354
 AY1354.The orthometric height was determined by differential leveling
 AY1354.and adjusted by the National Geodetic Survey in 1992..
 AY1354.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1354.rate of 0.0 thru 1.0 mm/km.
 AY1354
 AY1354.The geoid height was determined by GEOID03.
 AY1354
 AY1354.The dynamic height is computed by dividing the NAVD 88
 AY1354.geopotential number by the normal gravity value computed on the
 AY1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1354.degrees latitude (g = 980.6199 gals.).
 AY1354
 AY1354.The modeled gravity was interpolated from observed gravity values.
 AY1354
 AY1354;                    North         East    Units  Estimated Accuracy
 AY1354;SPC TXSC     - 4,170,600.      505,650.      MT  (+/- 180 meters Scaled)
 AY1354
 AY1354                          SUPERSEDED SURVEY CONTROL
 AY1354
 AY1354  NGVD 29 (??/??/92)  328.491  (m)         1077.72   (f) ADJ UNCH    2 0
 AY1354
 AY1354.Superseded values are not recommended for survey control.
 AY1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1354.See file dsdata.txt to determine how the superseded data were derived.
 AY1354
 AY1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT056492(NAD 83)
 AY1354_MARKER: DB = BENCH MARK DISK
 AY1354_SETTING: 66 = SET IN ROCK OUTCROP
 AY1354_SP_SET: BEDROCK
 AY1354_STAMPING: N 148 1939
 AY1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1354+STABILITY: POSITION/ELEVATION WELL
 AY1354
 AY1354  HISTORY     - Date     Condition        Report By
 AY1354  HISTORY     - 1939     MONUMENTED       CGS
 AY1354  HISTORY     - 1940     POOR             NGS
 AY1354  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 AY1354
 AY1354                          STATION DESCRIPTION
 AY1354
 AY1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AY1354'14.2 MI NW FROM UVALDE JUNCTION.
 AY1354'14.2 MILES NORTHWEST ALONG THE UVALDE AND NORTHERN RAILWAY FROM UVALDE
 AY1354'JUNCTION, UVALDE COUNTY, 0.25 MILE SOUTHEAST OF A SMALL RANCH HOUSE, 5
 AY1354'YARDS SOUTH OF A ROAD CROSSING, 20 YARDS EAST OF THE CENTERLINE OF THE
 AY1354'TRACK, AND SOUTHEAST OF CATTLE GUARD 13 G.  A STANDARD DISK, STAMPED N
 AY1354'148 1939 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- MARK CAN ALSO
 AY1354'BE REACHED BY GOING 0.3 MILE WEST OF THE HIGHWAY ON THE CHALK CLIFF
 AY1354'CAMP ROAD, 28 YARDS SOUTHEAST OF CATTLE GUARD 13 G, AND IS SET IN
 AY1354'BEDROCK IN THE BOTTOM OF THE ROAD GUTTER.
 AY1354
 AY1354                          STATION RECOVERY (2002)
 AY1354
 AY1354'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0936 ***********************************************************************
 CT0936  DESIGNATION -  N 1480
 CT0936  PID         -  CT0936
 CT0936  STATE/COUNTY-  TX/EASTLAND
 CT0936  USGS QUAD   -  EASTLAND (1987)
 CT0936
 CT0936                         *CURRENT SURVEY CONTROL
 CT0936  ___________________________________________________________________
 CT0936* NAD 83(1986)-  32 24 50.     (N)    098 45 35.     (W)     SCALED    
 CT0936* NAVD 88     -       473.784  (meters)    1554.41   (feet)  ADJUSTED  
 CT0936  ___________________________________________________________________
 CT0936  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CT0936  DYNAMIC HT  -         473.176 (meters)    1552.41  (feet)  COMP
 CT0936  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 CT0936
 CT0936  VERT ORDER  -  FIRST     CLASS II
 CT0936
 CT0936.The horizontal coordinates were scaled from a topographic map and have
 CT0936.an estimated accuracy of +/- 6 seconds.
 CT0936
 CT0936.The orthometric height was determined by differential leveling
 CT0936.and adjusted by the National Geodetic Survey in June 1991..
 CT0936
 CT0936.The geoid height was determined by GEOID03.
 CT0936
 CT0936.The dynamic height is computed by dividing the NAVD 88
 CT0936.geopotential number by the normal gravity value computed on the
 CT0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0936.degrees latitude (g = 980.6199 gals.).
 CT0936
 CT0936.The modeled gravity was interpolated from observed gravity values.
 CT0936
 CT0936;                    North         East    Units  Estimated Accuracy
 CT0936;SPC TXNC     - 2,082,890.      575,570.      MT  (+/- 180 meters Scaled)
 CT0936
 CT0936                          SUPERSEDED SURVEY CONTROL
 CT0936
 CT0936.No superseded survey control is available for this station.
 CT0936
 CT0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA225863(NAD 83)
 CT0936_MARKER: DB = BENCH MARK DISK
 CT0936_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0936_SP_SET: PIER
 CT0936_STAMPING: N 1480 1983
 CT0936_MARK LOGO: NGS   
 CT0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0936
 CT0936  HISTORY     - Date     Condition        Report By
 CT0936  HISTORY     - 1983     MONUMENTED       NGS
 CT0936  HISTORY     - 20020316 GOOD             USPSQD
 CT0936
 CT0936                          STATION DESCRIPTION
 CT0936
 CT0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0936'6.7 KM (4.15 MI) WEST FROM RANGER.
 CT0936'6.7 KM (4.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0936'JUNCTION WITH FARM ROAD 2461 IN RANGER, SET VERTICALLY IN THE EAST
 CT0936'FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF THE HIGHWAY OVERPASS OF A
 CT0936'PAVED ROAD, 12.9 METERS (42.3 FT) WEST OF THE CENTERLINE OF THE ROAD
 CT0936'AND 5.2 METERS (17.1 FT) SOUTH OF THE CENTER OF THE SOUTHWEST BOUND
 CT0936'LANES OF THE HIGHWAY.
 CT0936'THE MARK IS 1.3 M ABOVE THE GROUND.
 CT0936
 CT0936                          STATION RECOVERY (2002)
 CT0936
 CT0936'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0960 ***********************************************************************
 CT0960  DESIGNATION -  N 1481
 CT0960  PID         -  CT0960
 CT0960  STATE/COUNTY-  TX/CALLAHAN
 CT0960  USGS QUAD   -  BAIRD (1966)
 CT0960
 CT0960                         *CURRENT SURVEY CONTROL
 CT0960  ___________________________________________________________________
 CT0960* NAD 83(1986)-  32 24 09.     (N)    099 28 18.     (W)     SCALED    
 CT0960* NAVD 88     -       603.639  (meters)    1980.44   (feet)  ADJUSTED  
 CT0960  ___________________________________________________________________
 CT0960  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CT0960  DYNAMIC HT  -         602.848 (meters)    1977.84  (feet)  COMP
 CT0960  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 CT0960
 CT0960  VERT ORDER  -  FIRST     CLASS II
 CT0960
 CT0960.The horizontal coordinates were scaled from a topographic map and have
 CT0960.an estimated accuracy of +/- 6 seconds.
 CT0960
 CT0960.The orthometric height was determined by differential leveling
 CT0960.and adjusted by the National Geodetic Survey in June 1991..
 CT0960
 CT0960.The geoid height was determined by GEOID03.
 CT0960
 CT0960.The dynamic height is computed by dividing the NAVD 88
 CT0960.geopotential number by the normal gravity value computed on the
 CT0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0960.degrees latitude (g = 980.6199 gals.).
 CT0960
 CT0960.The modeled gravity was interpolated from observed gravity values.
 CT0960
 CT0960;                    North         East    Units  Estimated Accuracy
 CT0960;SPC TXNC     - 2,082,020.      508,600.      MT  (+/- 180 meters Scaled)
 CT0960
 CT0960                          SUPERSEDED SURVEY CONTROL
 CT0960
 CT0960.No superseded survey control is available for this station.
 CT0960
 CT0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA556851(NAD 83)
 CT0960_MARKER: I = METAL ROD
 CT0960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0960_SP_SET: STAINLESS STEEL ROD
 CT0960_STAMPING: N 1481 1983
 CT0960_MARK LOGO: NGS   
 CT0960_PROJECTION: FLUSH
 CT0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0960_ROD/PIPE-DEPTH: 3.7  meters
 CT0960
 CT0960  HISTORY     - Date     Condition        Report By
 CT0960  HISTORY     - 1983     MONUMENTED       NGS
 CT0960  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0960
 CT0960                          STATION DESCRIPTION
 CT0960
 CT0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0960'25.7 KM (15.95 MI) EAST FROM ABILENE.
 CT0960'25.7 KM (15.95 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0960'THE RAILROAD STATION IN ABILENE, 17.5 METERS (57.4 FT) SOUTH OF THE
 CT0960'NEAR RAIL, 11.6 METERS (38.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 CT0960'AND 1.8 METERS (5.9 FT) SOUTH OF A UTILITY POLE AND FENCE CORNER.
 CT0960'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0960'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CT0960'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0960
 CT0960                          STATION RECOVERY (2001)
 CT0960
 CT0960'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0639 ***********************************************************************
 DO0639  DESIGNATION -  N 1482
 DO0639  PID         -  DO0639
 DO0639  STATE/COUNTY-  TX/WICHITA
 DO0639  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0639
 DO0639                         *CURRENT SURVEY CONTROL
 DO0639  ___________________________________________________________________
 DO0639* NAD 83(1986)-  33 54 54.     (N)    098 29 21.     (W)     SCALED    
 DO0639* NAVD 88     -       289.544  (meters)     949.95   (feet)  ADJUSTED  
 DO0639  ___________________________________________________________________
 DO0639  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DO0639  DYNAMIC HT  -         289.226 (meters)     948.90  (feet)  COMP
 DO0639  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 DO0639
 DO0639  VERT ORDER  -  FIRST     CLASS II
 DO0639
 DO0639.The horizontal coordinates were scaled from a topographic map and have
 DO0639.an estimated accuracy of +/- 6 seconds.
 DO0639
 DO0639.The orthometric height was determined by differential leveling
 DO0639.and adjusted by the National Geodetic Survey in June 1991..
 DO0639
 DO0639.The geoid height was determined by GEOID03.
 DO0639
 DO0639.The dynamic height is computed by dividing the NAVD 88
 DO0639.geopotential number by the normal gravity value computed on the
 DO0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0639.degrees latitude (g = 980.6199 gals.).
 DO0639
 DO0639.The modeled gravity was interpolated from observed gravity values.
 DO0639
 DO0639;                    North         East    Units  Estimated Accuracy
 DO0639;SPC TXNC     - 2,249,330.      601,000.      MT  (+/- 180 meters Scaled)
 DO0639
 DO0639                          SUPERSEDED SURVEY CONTROL
 DO0639
 DO0639.No superseded survey control is available for this station.
 DO0639
 DO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC472528(NAD 83)
 DO0639_MARKER: I = METAL ROD
 DO0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0639_SP_SET: STAINLESS STEEL ROD
 DO0639_STAMPING: N 1482 1984
 DO0639_MARK LOGO: NGS   
 DO0639_PROJECTION: FLUSH
 DO0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0639_ROD/PIPE-DEPTH: 15.2 meters
 DO0639
 DO0639  HISTORY     - Date     Condition        Report By
 DO0639  HISTORY     - 1984     MONUMENTED       NGS
 DO0639  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0639
 DO0639                          STATION DESCRIPTION
 DO0639
 DO0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0639'IN WICHITA FALLS.
 DO0639'IN WICHITA FALLS, AT THE JUNCTION OF THE BURLINGTON NORTHERN RAILROAD
 DO0639'AND 7TH STREET, 46.6 METERS (152.9 FT) NORTHWEST OF THE CENTER OF 7TH
 DO0639'STREET, 6.7 METERS (22.0 FT) NORTHEAST OF THE NEAR RAIL, AND 1.1
 DO0639'METERS (3.6 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 DO0639'POINT IS THROUGH A 5-INCH LOGO CAP.
 DO0639'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DO0639'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DO0639
 DO0639                          STATION RECOVERY (2001)
 DO0639
 DO0639'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0530 ***********************************************************************
 EM0530  DESIGNATION -  N 1483
 EM0530  PID         -  EM0530
 EM0530  STATE/COUNTY-  TX/WILBARGER
 EM0530  USGS QUAD   -  HARROLD (1990)
 EM0530
 EM0530                         *CURRENT SURVEY CONTROL
 EM0530  ___________________________________________________________________
 EM0530* NAD 83(1986)-  34 04 50.     (N)    099 01 54.     (W)     SCALED    
 EM0530* NAVD 88     -       377.507  (meters)    1238.54   (feet)  ADJUSTED  
 EM0530  ___________________________________________________________________
 EM0530  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EM0530  DYNAMIC HT  -         377.087 (meters)    1237.16  (feet)  COMP
 EM0530  MODELED GRAV-     979,513.9   (mgal)                       NAVD 88
 EM0530
 EM0530  VERT ORDER  -  FIRST     CLASS II
 EM0530
 EM0530.The horizontal coordinates were scaled from a topographic map and have
 EM0530.an estimated accuracy of +/- 6 seconds.
 EM0530
 EM0530.The orthometric height was determined by differential leveling
 EM0530.and adjusted by the National Geodetic Survey in June 1991..
 EM0530
 EM0530.The geoid height was determined by GEOID03.
 EM0530
 EM0530.The dynamic height is computed by dividing the NAVD 88
 EM0530.geopotential number by the normal gravity value computed on the
 EM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0530.degrees latitude (g = 980.6199 gals.).
 EM0530
 EM0530.The modeled gravity was interpolated from observed gravity values.
 EM0530
 EM0530;                    North         East    Units  Estimated Accuracy
 EM0530;SPC TXNC     - 2,267,820.      550,930.      MT  (+/- 180 meters Scaled)
 EM0530
 EM0530                          SUPERSEDED SURVEY CONTROL
 EM0530
 EM0530.No superseded survey control is available for this station.
 EM0530
 EM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC970710(NAD 83)
 EM0530_MARKER: DB = BENCH MARK DISK
 EM0530_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0530_SP_SET: PIER
 EM0530_STAMPING: N 1483 1984
 EM0530_MARK LOGO: NGS   
 EM0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0530
 EM0530  HISTORY     - Date     Condition        Report By
 EM0530  HISTORY     - 1984     MONUMENTED       NGS
 EM0530
 EM0530                          STATION DESCRIPTION
 EM0530
 EM0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0530'25.2 KM (15.65 MI) SE FROM VERNON.
 EM0530'25.2 KM (15.65 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 EM0530'RAILROAD FROM THE STATION IN VERNON, SET VERTICALLY IN THE SOUTHWEST
 EM0530'FACE OF THE MOST SOUTHWESTERLY 1 OF 3 COLUMNS OF THE 1ST PIER
 EM0530'SOUTHEAST OF THE NORTHWEST END OF THE SOUTH BOUND OVERPASS OF U.S.
 EM0530'HIGHWAY 287 OVER FARM ROAD 1763, 64.0 METERS (210.0 FT) NORTHEAST OF
 EM0530'THE NEAR RAIL, 10.1 METERS (33.1 FT) NORTHWEST OF THE CENTERLINE OF
 EM0530'THE ROAD, AND 5.4 METERS (17.7 FT) SOUTHWEST OF THE CENTER OF THE
 EM0530'HIGHWAY.
 EM0530'THE MARK IS 1.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0589 ***********************************************************************
 EN0589  DESIGNATION -  N 1484
 EN0589  PID         -  EN0589
 EN0589  STATE/COUNTY-  TX/CHILDRESS
 EN0589  USGS QUAD   -  ESTELLINE SE (1985)
 EN0589
 EN0589                         *CURRENT SURVEY CONTROL
 EN0589  ___________________________________________________________________
 EN0589* NAD 83(1986)-  34 30 02.     (N)    100 21 43.     (W)     SCALED    
 EN0589* NAVD 88     -       563.984  (meters)    1850.34   (feet)  ADJUSTED  
 EN0589  ___________________________________________________________________
 EN0589  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 EN0589  DYNAMIC HT  -         563.346 (meters)    1848.24  (feet)  COMP
 EN0589  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 EN0589
 EN0589  VERT ORDER  -  FIRST     CLASS II
 EN0589
 EN0589.The horizontal coordinates were scaled from a topographic map and have
 EN0589.an estimated accuracy of +/- 6 seconds.
 EN0589
 EN0589.The orthometric height was determined by differential leveling
 EN0589.and adjusted by the National Geodetic Survey in June 1991..
 EN0589
 EN0589.The geoid height was determined by GEOID03.
 EN0589
 EN0589.The dynamic height is computed by dividing the NAVD 88
 EN0589.geopotential number by the normal gravity value computed on the
 EN0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0589.degrees latitude (g = 980.6199 gals.).
 EN0589
 EN0589.The modeled gravity was interpolated from observed gravity values.
 EN0589
 EN0589;                    North         East    Units  Estimated Accuracy
 EN0589;SPC TX N     - 1,056,130.      304,520.      MT  (+/- 180 meters Scaled)
 EN0589
 EN0589                          SUPERSEDED SURVEY CONTROL
 EN0589
 EN0589.No superseded survey control is available for this station.
 EN0589
 EN0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD749185(NAD 83)
 EN0589_MARKER: I = METAL ROD
 EN0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0589_SP_SET: STAINLESS STEEL ROD
 EN0589_STAMPING: N 1484 1984
 EN0589_MARK LOGO: NGS   
 EN0589_PROJECTION: FLUSH
 EN0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0589+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EN0589_ROD/PIPE-DEPTH: 9.1  meters
 EN0589
 EN0589  HISTORY     - Date     Condition        Report By
 EN0589  HISTORY     - 1984     MONUMENTED       NGS
 EN0589  HISTORY     - 20030408 GOOD             GEOCAC
 EN0589
 EN0589                          STATION DESCRIPTION
 EN0589
 EN0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0589'14.7 KM (9.15 MI) NW FROM CHILDRESS.
 EN0589'14.7 KM (9.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0589'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 33.1 M (108.6 FT) NORTH OF
 EN0589'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND 5.4 M
 EN0589'(17.7 FT) EAST OF THE CENTER OF A GATE AND FIELD ENTRANCE ROAD.
 EN0589'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0589'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EN0589'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 EN0589
 EN0589                          STATION RECOVERY (2003)
 EN0589
 EN0589'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 EN0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0926 ***********************************************************************
 DN0926  DESIGNATION -  N 1485
 DN0926  PID         -  DN0926
 DN0926  STATE/COUNTY-  TX/WISE
 DN0926  USGS QUAD   -  DECATUR (1972)
 DN0926
 DN0926                         *CURRENT SURVEY CONTROL
 DN0926  ___________________________________________________________________
 DN0926* NAD 83(1986)-  33 12 22.     (N)    097 33 59.     (W)     SCALED    
 DN0926* NAVD 88     -       313.080  (meters)    1027.16   (feet)  ADJUSTED  
 DN0926  ___________________________________________________________________
 DN0926  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DN0926  DYNAMIC HT  -         312.716 (meters)    1025.97  (feet)  COMP
 DN0926  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 DN0926
 DN0926  VERT ORDER  -  FIRST     CLASS II
 DN0926
 DN0926.The horizontal coordinates were scaled from a topographic map and have
 DN0926.an estimated accuracy of +/- 6 seconds.
 DN0926
 DN0926.The orthometric height was determined by differential leveling
 DN0926.and adjusted by the National Geodetic Survey in June 1991..
 DN0926
 DN0926.The geoid height was determined by GEOID03.
 DN0926
 DN0926.The dynamic height is computed by dividing the NAVD 88
 DN0926.geopotential number by the normal gravity value computed on the
 DN0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0926.degrees latitude (g = 980.6199 gals.).
 DN0926
 DN0926.The modeled gravity was interpolated from observed gravity values.
 DN0926
 DN0926;                    North         East    Units  Estimated Accuracy
 DN0926;SPC TXNC     - 2,171,100.      687,030.      MT  (+/- 180 meters Scaled)
 DN0926
 DN0926                          SUPERSEDED SURVEY CONTROL
 DN0926
 DN0926.No superseded survey control is available for this station.
 DN0926
 DN0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB336750(NAD 83)
 DN0926_MARKER: I = METAL ROD
 DN0926_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0926+WITH SETTING: INFORMATION.
 DN0926_SP_SET: SHALLOW SET METAL ROD
 DN0926_STAMPING: N 1485 1983
 DN0926_MARK LOGO: NGS   
 DN0926_PROJECTION: FLUSH
 DN0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0926_ROD/PIPE-DEPTH: 0.9  meters
 DN0926
 DN0926  HISTORY     - Date     Condition        Report By
 DN0926  HISTORY     - 1984     MONUMENTED       NGS
 DN0926  HISTORY     - 19990827 GOOD             USPSQD
 DN0926
 DN0926                          STATION DESCRIPTION
 DN0926
 DN0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0926'3.4 KM (2.1 MI) SE FROM DECATUR.
 DN0926'3.4 KM (2.1 MI) SOUTHERASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0926'FROM THE STATION IN DECATUR, 16.7 METERS (54.8 FT) EAST OF THE
 DN0926'CENTERLINE OF U.S. HIGHWAYS 287 AND 81 BUSINESS, 13.1 METERS (43.0 FT)
 DN0926'WEST OF THE NEAR RAIL, AND 0.7 METER (2.3 FT) SOUTH OF A UTILITY POLE.
 DN0926'NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM POINT IS
 DN0926'THROUGH A 5-INCH LOGO CAP.
 DN0926'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 DN0926'THE MARK IS 1.0 M BELOW THE TRACKS.
 DN0926
 DN0926                          STATION RECOVERY (1999)
 DN0926
 DN0926'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0615 ***********************************************************************
 DO0615  DESIGNATION -  N 1486
 DO0615  PID         -  DO0615
 DO0615  STATE/COUNTY-  TX/CLAY
 DO0615  USGS QUAD   -  BELLEVUE (1968)
 DO0615
 DO0615                         *CURRENT SURVEY CONTROL
 DO0615  ___________________________________________________________________
 DO0615* NAD 83(1986)-  33 38 28.     (N)    098 01 25.     (W)     SCALED    
 DO0615* NAVD 88     -       308.805  (meters)    1013.14   (feet)  ADJUSTED  
 DO0615  ___________________________________________________________________
 DO0615  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DO0615  DYNAMIC HT  -         308.462 (meters)    1012.01  (feet)  COMP
 DO0615  MODELED GRAV-     979,516.6   (mgal)                       NAVD 88
 DO0615
 DO0615  VERT ORDER  -  FIRST     CLASS II
 DO0615
 DO0615.The horizontal coordinates were scaled from a topographic map and have
 DO0615.an estimated accuracy of +/- 6 seconds.
 DO0615
 DO0615.The orthometric height was determined by differential leveling
 DO0615.and adjusted by the National Geodetic Survey in June 1991..
 DO0615
 DO0615.The geoid height was determined by GEOID03.
 DO0615
 DO0615.The dynamic height is computed by dividing the NAVD 88
 DO0615.geopotential number by the normal gravity value computed on the
 DO0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0615.degrees latitude (g = 980.6199 gals.).
 DO0615
 DO0615.The modeled gravity was interpolated from observed gravity values.
 DO0615
 DO0615;                    North         East    Units  Estimated Accuracy
 DO0615;SPC TXNC     - 2,219,050.      644,190.      MT  (+/- 180 meters Scaled)
 DO0615
 DO0615                          SUPERSEDED SURVEY CONTROL
 DO0615
 DO0615.No superseded survey control is available for this station.
 DO0615
 DO0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC905227(NAD 83)
 DO0615_MARKER: DB = BENCH MARK DISK
 DO0615_SETTING: 66 = SET IN ROCK OUTCROP
 DO0615_SP_SET: ROCK OUTCROP
 DO0615_STAMPING: N 1486 1984
 DO0615_MARK LOGO: NGS   
 DO0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0615+STABILITY: POSITION/ELEVATION WELL
 DO0615
 DO0615  HISTORY     - Date     Condition        Report By
 DO0615  HISTORY     - 1984     MONUMENTED       NGS
 DO0615
 DO0615                          STATION DESCRIPTION
 DO0615
 DO0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0615'18.6 KM (11.55 MI) NW FROM BOWIE.
 DO0615'18.6 KM (11.55 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN
 DO0615'RAILROAD FROM THE STATION IN BOWIE, IN THE CENTER OF THE NORTHEASTERN
 DO0615'1/2 OF A 12- BY 12-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 61.0 METERS
 DO0615'(200.1 FT) WEST OF MILEPOST 80, 19.8 METERS (65.0 FT) NORTHWEST OF A
 DO0615'UTILITY POLE, 12.8 METERS (42.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 DO0615'NORTHWEST BOUND LANES OF U.S. HIGHWAY 287, AND 10.4 METERS (34.1 FT)
 DO0615'SOUTHWEST OF THE NEAR RAIL.
 DO0615'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0562 ***********************************************************************
 EM0562  DESIGNATION -  N 1487
 EM0562  PID         -  EM0562
 EM0562  STATE/COUNTY-  TX/HARDEMAN
 EM0562  USGS QUAD   -  QUANAH EAST (1984)
 EM0562
 EM0562                         *CURRENT SURVEY CONTROL
 EM0562  ___________________________________________________________________
 EM0562* NAD 83(1986)-  34 17 00.     (N)    099 41 54.     (W)     SCALED    
 EM0562* NAVD 88     -       478.235  (meters)    1569.01   (feet)  ADJUSTED  
 EM0562  ___________________________________________________________________
 EM0562  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EM0562  DYNAMIC HT  -         477.697 (meters)    1567.24  (feet)  COMP
 EM0562  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 EM0562
 EM0562  VERT ORDER  -  FIRST     CLASS II
 EM0562
 EM0562.The horizontal coordinates were scaled from a topographic map and have
 EM0562.an estimated accuracy of +/- 6 seconds.
 EM0562
 EM0562.The orthometric height was determined by differential leveling
 EM0562.and adjusted by the National Geodetic Survey in June 1991..
 EM0562
 EM0562.The geoid height was determined by GEOID03.
 EM0562
 EM0562.The dynamic height is computed by dividing the NAVD 88
 EM0562.geopotential number by the normal gravity value computed on the
 EM0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0562.degrees latitude (g = 980.6199 gals.).
 EM0562
 EM0562.The modeled gravity was interpolated from observed gravity values.
 EM0562
 EM0562;                    North         East    Units  Estimated Accuracy
 EM0562;SPC TXNC     - 2,290,820.      489,650.      MT  (+/- 180 meters Scaled)
 EM0562
 EM0562                          SUPERSEDED SURVEY CONTROL
 EM0562
 EM0562.No superseded survey control is available for this station.
 EM0562
 EM0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC357937(NAD 83)
 EM0562_MARKER: I = METAL ROD
 EM0562_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0562_SP_SET: STAINLESS STEEL ROD
 EM0562_STAMPING: N 1487 1984
 EM0562_MARK LOGO: NGS   
 EM0562_PROJECTION: FLUSH
 EM0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0562_ROD/PIPE-DEPTH: 3.4  meters
 EM0562
 EM0562  HISTORY     - Date     Condition        Report By
 EM0562  HISTORY     - 1984     MONUMENTED       NGS
 EM0562
 EM0562                          STATION DESCRIPTION
 EM0562
 EM0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0562'4.1 KM (2.55 MI) SE FROM QUANAH.
 EM0562'4.1 KM (2.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0562'JUNCTION WITH STATE HIGHWAY 6 IN QUANAH, AT A T-FENCE, 0.2 KM (0.1 MI)
 EM0562'SOUTHEAST OF A GRAVELED ROAD LEADING EAST, 15.4 M (50.5 FT) SOUTHWEST
 EM0562'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 0.5 M
 EM0562'(1.6 FT) SOUTHEAST OF A BOARD FENCE CORNER, AND 0.3 M (1.0 FT)
 EM0562'NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 EM0562'5-INCH LOGO CAP.
 EM0562'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EM0562'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1293 ***********************************************************************
 GL1293  DESIGNATION -  N 1488
 GL1293  PID         -  GL1293
 GL1293  STATE/COUNTY-  TX/DALLAM
 GL1293  USGS QUAD   -  BOLIN NE (1973)
 GL1293
 GL1293                         *CURRENT SURVEY CONTROL
 GL1293  ___________________________________________________________________
 GL1293* NAD 83(1986)-  36 13 53.     (N)    102 31 01.     (W)     SCALED    
 GL1293* NAVD 88     -      1242.440  (meters)    4076.24   (feet)  ADJUSTED  
 GL1293  ___________________________________________________________________
 GL1293  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 GL1293  DYNAMIC HT  -        1241.013 (meters)    4071.56  (feet)  COMP
 GL1293  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 GL1293
 GL1293  VERT ORDER  -  FIRST     CLASS II
 GL1293
 GL1293.The horizontal coordinates were scaled from a topographic map and have
 GL1293.an estimated accuracy of +/- 6 seconds.
 GL1293
 GL1293.The orthometric height was determined by differential leveling
 GL1293.and adjusted by the National Geodetic Survey in June 1991..
 GL1293
 GL1293.The geoid height was determined by GEOID03.
 GL1293
 GL1293.The dynamic height is computed by dividing the NAVD 88
 GL1293.geopotential number by the normal gravity value computed on the
 GL1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1293.degrees latitude (g = 980.6199 gals.).
 GL1293
 GL1293.The modeled gravity was interpolated from observed gravity values.
 GL1293
 GL1293;                    North         East    Units  Estimated Accuracy
 GL1293;SPC TX N     - 1,248,020.      108,580.      MT  (+/- 180 meters Scaled)
 GL1293
 GL1293                          SUPERSEDED SURVEY CONTROL
 GL1293
 GL1293.No superseded survey control is available for this station.
 GL1293
 GL1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA231124(NAD 83)
 GL1293_MARKER: I = METAL ROD
 GL1293_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GL1293+WITH SETTING: INFORMATION.
 GL1293_SP_SET: SHALLOW-SET METAL ROD
 GL1293_STAMPING: N 1488 1985
 GL1293_MARK LOGO: NGS   
 GL1293_PROJECTION: FLUSH
 GL1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1293_ROD/PIPE-DEPTH: 1.8  meters
 GL1293
 GL1293  HISTORY     - Date     Condition        Report By
 GL1293  HISTORY     - 1985     MONUMENTED       NGS
 GL1293
 GL1293                          STATION DESCRIPTION
 GL1293
 GL1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1293'19.0 KM (11.8 MI) NORTH FROM DALHART.
 GL1293'19.0 KM (11.8 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1293'WITH U.S. HIGHWAY 54 IN DALHART, 1.1 KM (0.7 MI) SOUTH OF THE
 GL1293'INTERSECTION OF A DIRT ROAD LEADING WEST TO L.J. FIELD AND SONS RANCH,
 GL1293'24.1 M (79.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.8 M
 GL1293'(55.1 FT) NORTHEAST OF A UTILITY POLE WITH A GUY WIRE, AND 6.8 M
 GL1293'(22.3 FT) NORTHWEST OF THE CENTER OF A DIRT FIELD ROAD LEADING EAST.
 GL1293'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1293'THE MARK IS 0.8 METERS  NE FROM  A WITNESS POST AND FENCE
 GL1293'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0575 ***********************************************************************
 EN0575  DESIGNATION -  N 1489
 EN0575  PID         -  EN0575
 EN0575  STATE/COUNTY-  TX/CHILDRESS
 EN0575  USGS QUAD   -  KIRKLAND NORTH (1981)
 EN0575
 EN0575                         *CURRENT SURVEY CONTROL
 EN0575  ___________________________________________________________________
 EN0575* NAD 83(1986)-  34 23 52.     (N)    100 07 25.     (W)     SCALED    
 EN0575* NAVD 88     -       520.243  (meters)    1706.83   (feet)  ADJUSTED  
 EN0575  ___________________________________________________________________
 EN0575  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 EN0575  DYNAMIC HT  -         519.652 (meters)    1704.89  (feet)  COMP
 EN0575  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 EN0575
 EN0575  VERT ORDER  -  FIRST     CLASS II
 EN0575
 EN0575.The horizontal coordinates were scaled from a topographic map and have
 EN0575.an estimated accuracy of +/- 6 seconds.
 EN0575
 EN0575.The orthometric height was determined by differential leveling
 EN0575.and adjusted by the National Geodetic Survey in June 1991..
 EN0575
 EN0575.The geoid height was determined by GEOID03.
 EN0575
 EN0575.The dynamic height is computed by dividing the NAVD 88
 EN0575.geopotential number by the normal gravity value computed on the
 EN0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0575.degrees latitude (g = 980.6199 gals.).
 EN0575
 EN0575.The modeled gravity was interpolated from observed gravity values.
 EN0575
 EN0575;                    North         East    Units  Estimated Accuracy
 EN0575;SPC TX N     - 1,045,010.      326,570.      MT  (+/- 180 meters Scaled)
 EN0575
 EN0575                          SUPERSEDED SURVEY CONTROL
 EN0575
 EN0575.No superseded survey control is available for this station.
 EN0575
 EN0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD967068(NAD 83)
 EN0575_MARKER: I = METAL ROD
 EN0575_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0575_SP_SET: STAINLESS STEEL ROD
 EN0575_STAMPING: N 1489 1984
 EN0575_MARK LOGO: NGS   
 EN0575_PROJECTION: FLUSH
 EN0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0575_ROD/PIPE-DEPTH: 5.5  meters
 EN0575
 EN0575  HISTORY     - Date     Condition        Report By
 EN0575  HISTORY     - 1984     MONUMENTED       NGS
 EN0575
 EN0575                          STATION DESCRIPTION
 EN0575
 EN0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0575'10.3 KM (6.4 MI) SE FROM CHILDRESS.
 EN0575'10.3 KM (6.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0575'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 84.8 M (278.2 FT)
 EN0575'NORTHWEST OF RAILROAD MILEPOST 215, 59.7 M (195.9 FT) SOUTHWEST OF THE
 EN0575'CENTERLINE OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY, 14.2 M
 EN0575'(46.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 EN0575'RAILROAD, AND 2.8 M (19.2 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO
 EN0575'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0575'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EN0575'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1119 ***********************************************************************
 CS1119  DESIGNATION -  N 149
 CS1119  PID         -  CS1119
 CS1119  STATE/COUNTY-  TX/DALLAS
 CS1119  USGS QUAD   -  GARLAND (1973)
 CS1119
 CS1119                         *CURRENT SURVEY CONTROL
 CS1119  ___________________________________________________________________
 CS1119* NAD 83(1986)-  32 54 48.     (N)    096 39 07.     (W)     SCALED    
 CS1119* NAVD 88     -       167.815  (meters)     550.57   (feet)  ADJUSTED  
 CS1119  ___________________________________________________________________
 CS1119  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CS1119  DYNAMIC HT  -         167.630 (meters)     549.97  (feet)  COMP
 CS1119  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 CS1119
 CS1119  VERT ORDER  -  FIRST     CLASS II
 CS1119
 CS1119.The horizontal coordinates were scaled from a topographic map and have
 CS1119.an estimated accuracy of +/- 6 seconds.
 CS1119
 CS1119.The orthometric height was determined by differential leveling
 CS1119.and adjusted by the National Geodetic Survey in June 1991..
 CS1119
 CS1119.The geoid height was determined by GEOID03.
 CS1119
 CS1119.The dynamic height is computed by dividing the NAVD 88
 CS1119.geopotential number by the normal gravity value computed on the
 CS1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1119.degrees latitude (g = 980.6199 gals.).
 CS1119
 CS1119.The modeled gravity was interpolated from observed gravity values.
 CS1119
 CS1119;                    North         East    Units  Estimated Accuracy
 CS1119;SPC TXNC     - 2,139,760.      772,850.      MT  (+/- 180 meters Scaled)
 CS1119
 CS1119                          SUPERSEDED SURVEY CONTROL
 CS1119
 CS1119  NGVD 29 (??/??/92)  167.831  (m)          550.63   (f) ADJ UNCH    1 2
 CS1119
 CS1119.Superseded values are not recommended for survey control.
 CS1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1119.See file dsdata.txt to determine how the superseded data were derived.
 CS1119
 CS1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB195441(NAD 83)
 CS1119_MARKER: DB = BENCH MARK DISK
 CS1119_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 CS1119_SP_SET: BRIDGE ABUTMENT
 CS1119_STAMPING: N 149 1939
 CS1119_MARK LOGO: CGS   
 CS1119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS1119+STABILITY: POSITION/ELEVATION WELL
 CS1119
 CS1119  HISTORY     - Date     Condition        Report By
 CS1119  HISTORY     - 1939     MONUMENTED       CGS
 CS1119  HISTORY     - 1970     GOOD             DOD
 CS1119  HISTORY     - 1986     GOOD             NGS
 CS1119  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1119
 CS1119                          STATION DESCRIPTION
 CS1119
 CS1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CS1119'0.9 MI SW FROM GARLAND.
 CS1119'ON THE KATY RAILROAD 0.9 MILES SOUTHWEST OF DEPOT.  ON TOP OF THE
 CS1119'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE STEEL RAILROAD
 CS1119'BRIDGE NO. 751.8 OVER DUCK CREEK.  7.0 NORTHWEST OF THE CENTERLINE OF
 CS1119'TRACK.  1.0 FT BELOW THE TOP OF RAIL.
 CS1119
 CS1119                          STATION RECOVERY (1970)
 CS1119
 CS1119'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 CS1119'RECOVERED IN GOOD CONDITION.
 CS1119
 CS1119                          STATION RECOVERY (1986)
 CS1119
 CS1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1119'RECOVERED IN GOOD CONDITION.
 CS1119
 CS1119                          STATION RECOVERY (1999)
 CS1119
 CS1119'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1568 ***********************************************************************
 FL1568  DESIGNATION -  N 1490
 FL1568  PID         -  FL1568
 FL1568  STATE/COUNTY-  TX/DONLEY
 FL1568  USGS QUAD   -  ROACH RANCH (1978)
 FL1568
 FL1568                         *CURRENT SURVEY CONTROL
 FL1568  ___________________________________________________________________
 FL1568* NAD 83(1986)-  35 05 59.     (N)    100 53 39.     (W)     SCALED    
 FL1568* NAVD 88     -       906.199  (meters)    2973.09   (feet)  ADJUSTED  
 FL1568  ___________________________________________________________________
 FL1568  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 FL1568  DYNAMIC HT  -         905.161 (meters)    2969.68  (feet)  COMP
 FL1568  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 FL1568
 FL1568  VERT ORDER  -  FIRST     CLASS II
 FL1568
 FL1568.The horizontal coordinates were scaled from a topographic map and have
 FL1568.an estimated accuracy of +/- 6 seconds.
 FL1568
 FL1568.The orthometric height was determined by differential leveling
 FL1568.and adjusted by the National Geodetic Survey in June 1991..
 FL1568
 FL1568.The geoid height was determined by GEOID03.
 FL1568
 FL1568.The dynamic height is computed by dividing the NAVD 88
 FL1568.geopotential number by the normal gravity value computed on the
 FL1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1568.degrees latitude (g = 980.6199 gals.).
 FL1568
 FL1568.The modeled gravity was interpolated from observed gravity values.
 FL1568
 FL1568;                    North         East    Units  Estimated Accuracy
 FL1568;SPC TX N     - 1,122,170.      255,230.      MT  (+/- 180 meters Scaled)
 FL1568
 FL1568                          SUPERSEDED SURVEY CONTROL
 FL1568
 FL1568.No superseded survey control is available for this station.
 FL1568
 FL1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD273857(NAD 83)
 FL1568_MARKER: I = METAL ROD
 FL1568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1568_SP_SET: STAINLESS STEEL ROD
 FL1568_STAMPING: N 1490 1984
 FL1568_MARK LOGO: NGS   
 FL1568_PROJECTION: FLUSH
 FL1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1568_ROD/PIPE-DEPTH: 3.4  meters
 FL1568
 FL1568  HISTORY     - Date     Condition        Report By
 FL1568  HISTORY     - 1984     MONUMENTED       NGS
 FL1568
 FL1568                          STATION DESCRIPTION
 FL1568
 FL1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1568'9.3 KM (5.8 MI) SOUTH FROM JERICHO.
 FL1568'9.3 KM (5.8 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1568'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, 18.4 M (60.4 FT) EAST
 FL1568'OF THE CENTERLINE OF THE HIGHWAY, 12.5 M (41.0 FT) NORTH OF A UTILITY
 FL1568'POLE, AND 8.5 M (27.9 FT) NORTH OF THE CENTER OF A GATE AND FIELD
 FL1568'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FL1568'CAP.
 FL1568'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FL1568'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0579 ***********************************************************************
 EO0579  DESIGNATION -  N 1491
 EO0579  PID         -  EO0579
 EO0579  STATE/COUNTY-  TX/DEAF SMITH
 EO0579  USGS QUAD   -  UMBARGER (1984)
 EO0579
 EO0579                         *CURRENT SURVEY CONTROL
 EO0579  ___________________________________________________________________
 EO0579* NAD 83(1986)-  34 57 23.     (N)    102 06 10.     (W)     SCALED    
 EO0579* NAVD 88     -      1147.761  (meters)    3765.61   (feet)  ADJUSTED  
 EO0579  ___________________________________________________________________
 EO0579  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 EO0579  DYNAMIC HT  -        1146.351 (meters)    3760.99  (feet)  COMP
 EO0579  MODELED GRAV-     979,366.8   (mgal)                       NAVD 88
 EO0579
 EO0579  VERT ORDER  -  FIRST     CLASS II
 EO0579
 EO0579.The horizontal coordinates were scaled from a topographic map and have
 EO0579.an estimated accuracy of +/- 6 seconds.
 EO0579
 EO0579.The orthometric height was determined by differential leveling
 EO0579.and adjusted by the National Geodetic Survey in June 1991..
 EO0579
 EO0579.The geoid height was determined by GEOID03.
 EO0579
 EO0579.The dynamic height is computed by dividing the NAVD 88
 EO0579.geopotential number by the normal gravity value computed on the
 EO0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0579.degrees latitude (g = 980.6199 gals.).
 EO0579
 EO0579.The modeled gravity was interpolated from observed gravity values.
 EO0579
 EO0579;                    North         East    Units  Estimated Accuracy
 EO0579;SPC TX N     - 1,106,270.      144,950.      MT  (+/- 180 meters Scaled)
 EO0579
 EO0579                          SUPERSEDED SURVEY CONTROL
 EO0579
 EO0579.No superseded survey control is available for this station.
 EO0579
 EO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU645720(NAD 83)
 EO0579_MARKER: I = METAL ROD
 EO0579_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0579_SP_SET: STAINLESS STEEL ROD
 EO0579_STAMPING: N 1491 1984
 EO0579_MARK LOGO: NGS   
 EO0579_PROJECTION: FLUSH
 EO0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0579_ROD/PIPE-DEPTH: 3.4  meters
 EO0579
 EO0579  HISTORY     - Date     Condition        Report By
 EO0579  HISTORY     - 1984     MONUMENTED       NGS
 EO0579
 EO0579                          STATION DESCRIPTION
 EO0579
 EO0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0579'15.8 KM (9.8 MI) SE FROM CANYON.
 EO0579'15.8 KM (9.8 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0579'RAILROAD FROM THE STATION IN CANYON, 0.3 KM (0.2 MI) NORTHEAST OF FARM
 EO0579'ROAD 168, 0.3 KM (0.2 MI) SOUTHWEST OF MILE POST 580, 25.5 METERS
 EO0579'(83.7 FT) SOUTHEAST OF THE NEAR RAIL, AND 15.2 METERS (49.9 FT)
 EO0579'NORTHEAST OF A UTILITY POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM
 EO0579'POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0579'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 EO0579'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0824 ***********************************************************************
 FM0824  DESIGNATION -  N 1492
 FM0824  PID         -  FM0824
 FM0824  STATE/COUNTY-  TX/OLDHAM
 FM0824  USGS QUAD   -  ADY (1966)
 FM0824
 FM0824                         *CURRENT SURVEY CONTROL
 FM0824  ___________________________________________________________________
 FM0824* NAD 83(1986)-  35 29 07.     (N)    102 11 36.     (W)     SCALED    
 FM0824* NAVD 88     -       969.300  (meters)    3180.11   (feet)  ADJUSTED  
 FM0824  ___________________________________________________________________
 FM0824  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 FM0824  DYNAMIC HT  -         968.169 (meters)    3176.40  (feet)  COMP
 FM0824  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 FM0824
 FM0824  VERT ORDER  -  FIRST     CLASS II
 FM0824
 FM0824.The horizontal coordinates were scaled from a topographic map and have
 FM0824.an estimated accuracy of +/- 6 seconds.
 FM0824
 FM0824.The orthometric height was determined by differential leveling
 FM0824.and adjusted by the National Geodetic Survey in June 1991..
 FM0824
 FM0824.The geoid height was determined by GEOID03.
 FM0824
 FM0824.The dynamic height is computed by dividing the NAVD 88
 FM0824.geopotential number by the normal gravity value computed on the
 FM0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0824.degrees latitude (g = 980.6199 gals.).
 FM0824
 FM0824.The modeled gravity was interpolated from observed gravity values.
 FM0824
 FM0824;                    North         East    Units  Estimated Accuracy
 FM0824;SPC TX N     - 1,164,990.      137,090.      MT  (+/- 180 meters Scaled)
 FM0824
 FM0824                          SUPERSEDED SURVEY CONTROL
 FM0824
 FM0824.No superseded survey control is available for this station.
 FM0824
 FM0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV546304(NAD 83)
 FM0824_MARKER: I = METAL ROD
 FM0824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0824_SP_SET: STAINLESS STEEL ROD
 FM0824_STAMPING: N 1492 1985
 FM0824_MARK LOGO: NGS   
 FM0824_PROJECTION: FLUSH
 FM0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0824_ROD/PIPE-DEPTH: 16.2 meters
 FM0824
 FM0824  HISTORY     - Date     Condition        Report By
 FM0824  HISTORY     - 1985     MONUMENTED       NGS
 FM0824
 FM0824                          STATION DESCRIPTION
 FM0824
 FM0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0824'47.7 KM (29.65 MI) NW FROM AMARILLO.
 FM0824'47.7 KM (29.65 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0824'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 32.2 M (105.6 FT)
 FM0824'EAST-SOUTHEAST THE SOUTHEAST CORNER OF A CULVERT, AND 14.9 M (48.9 FT)
 FM0824'NORTHEAST OF THE CENTERLINE OF THE ROAD. NOTE--ACCESS TO DATUM POINT
 FM0824'IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0824'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0824'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0832 ***********************************************************************
 FM0832  DESIGNATION -  N 1493
 FM0832  PID         -  FM0832
 FM0832  STATE/COUNTY-  TX/OLDHAM
 FM0832  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0832
 FM0832                         *CURRENT SURVEY CONTROL
 FM0832  ___________________________________________________________________
 FM0832* NAD 83(1986)-  35 34 08.     (N)    102 16 33.     (W)     SCALED    
 FM0832* NAVD 88     -      1023.641  (meters)    3358.40   (feet)  ADJUSTED  
 FM0832  ___________________________________________________________________
 FM0832  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 FM0832  DYNAMIC HT  -        1022.449 (meters)    3354.48  (feet)  COMP
 FM0832  MODELED GRAV-     979,434.5   (mgal)                       NAVD 88
 FM0832
 FM0832  VERT ORDER  -  FIRST     CLASS II
 FM0832
 FM0832.The horizontal coordinates were scaled from a topographic map and have
 FM0832.an estimated accuracy of +/- 6 seconds.
 FM0832
 FM0832.The orthometric height was determined by differential leveling
 FM0832.and adjusted by the National Geodetic Survey in June 1991..
 FM0832
 FM0832.The geoid height was determined by GEOID03.
 FM0832
 FM0832.The dynamic height is computed by dividing the NAVD 88
 FM0832.geopotential number by the normal gravity value computed on the
 FM0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0832.degrees latitude (g = 980.6199 gals.).
 FM0832
 FM0832.The modeled gravity was interpolated from observed gravity values.
 FM0832
 FM0832;                    North         East    Units  Estimated Accuracy
 FM0832;SPC TX N     - 1,174,320.      129,680.      MT  (+/- 180 meters Scaled)
 FM0832
 FM0832                          SUPERSEDED SURVEY CONTROL
 FM0832
 FM0832.No superseded survey control is available for this station.
 FM0832
 FM0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV468395(NAD 83)
 FM0832_MARKER: I = METAL ROD
 FM0832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0832_SP_SET: STAINLESS STEEL ROD
 FM0832_STAMPING: N 1493 1985
 FM0832_MARK LOGO: NGS   
 FM0832_PROJECTION: FLUSH
 FM0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0832_ROD/PIPE-DEPTH: 12.2 meters
 FM0832
 FM0832  HISTORY     - Date     Condition        Report By
 FM0832  HISTORY     - 1985     MONUMENTED       NGS
 FM0832
 FM0832                          STATION DESCRIPTION
 FM0832
 FM0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0832'61.7 KM (38.35 MI) NW FROM AMARILLO.
 FM0832'54.0 KM (33.5 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0832'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, THENCE 7.7 KM (4.8 MI)
 FM0832'NORTH ALONG U.S. HIGHWAY 385, 0.4 KM (0.25 MI) NORTH OF A HIGHWAY
 FM0832'BRIDGE OVER RICA CREEK, OR 61.5 KM (38.2 MI) SOUTHERLY ALONG U.S.
 FM0832'HIGHWAY 385 FROM ITS JUNCTION WITH U.S. HIGHWAY 54 IN DALHART, AND
 FM0832'24.9 M (81.7 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY.  NOTE--ACCESS
 FM0832'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0832'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0832'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0840 ***********************************************************************
 FM0840  DESIGNATION -  N 1494
 FM0840  PID         -  FM0840
 FM0840  STATE/COUNTY-  TX/HARTLEY
 FM0840  USGS QUAD   -  CHANNING (1971)
 FM0840
 FM0840                         *CURRENT SURVEY CONTROL
 FM0840  ___________________________________________________________________
 FM0840* NAD 83(1986)-  35 40 10.     (N)    102 20 05.     (W)     SCALED    
 FM0840* NAVD 88     -      1148.206  (meters)    3767.07   (feet)  ADJUSTED  
 FM0840  ___________________________________________________________________
 FM0840  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0840  DYNAMIC HT  -        1146.856 (meters)    3762.64  (feet)  COMP
 FM0840  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 FM0840
 FM0840  VERT ORDER  -  FIRST     CLASS II
 FM0840
 FM0840.The horizontal coordinates were scaled from a topographic map and have
 FM0840.an estimated accuracy of +/- 6 seconds.
 FM0840
 FM0840.The orthometric height was determined by differential leveling
 FM0840.and adjusted by the National Geodetic Survey in June 1991..
 FM0840
 FM0840.The geoid height was determined by GEOID03.
 FM0840
 FM0840.The dynamic height is computed by dividing the NAVD 88
 FM0840.geopotential number by the normal gravity value computed on the
 FM0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0840.degrees latitude (g = 980.6199 gals.).
 FM0840
 FM0840.The modeled gravity was interpolated from observed gravity values.
 FM0840
 FM0840;                    North         East    Units  Estimated Accuracy
 FM0840;SPC TX N     - 1,185,520.      124,430.      MT  (+/- 180 meters Scaled)
 FM0840
 FM0840                          SUPERSEDED SURVEY CONTROL
 FM0840
 FM0840.No superseded survey control is available for this station.
 FM0840
 FM0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV412505(NAD 83)
 FM0840_MARKER: I = METAL ROD
 FM0840_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0840_SP_SET: STAINLESS STEEL ROD
 FM0840_STAMPING: N 1494 1985
 FM0840_MARK LOGO: NGS   
 FM0840_PROJECTION: FLUSH
 FM0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0840_ROD/PIPE-DEPTH: 13.0 meters
 FM0840
 FM0840  HISTORY     - Date     Condition        Report By
 FM0840  HISTORY     - 1985     MONUMENTED       NGS
 FM0840
 FM0840                          STATION DESCRIPTION
 FM0840
 FM0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0840'48.7 KM (30.25 MI) SOUT FROM DALHART.
 FM0840'48.7 KM (30.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0840'WITH U.S. HIGHWAY 54 IN DALHART, 18.5 M (60.7 FT) EAST OF THE
 FM0840'CENTERLINE OF THE HIGHWAY, AND 17.8 M (58.4 FT) NORTH OF THE CENTER OF
 FM0840'A DIRT ROAD LEADING EAST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 FM0840'A 5-INCH LOGO CAP.
 FM0840'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FM0840'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2509 ***********************************************************************
 CS2509  PACS        -  This is a Primary Airport Control Station.
 CS2509  DESIGNATION -  N 1495
 CS2509  PID         -  CS2509
 CS2509  STATE/COUNTY-  TX/ROCKWALL
 CS2509  USGS QUAD   -  ROCKWALL (1973)
 CS2509
 CS2509                         *CURRENT SURVEY CONTROL
 CS2509  ___________________________________________________________________
 CS2509* NAD 83(1993)-  32 55 33.75271(N)    096 26 01.82649(W)     ADJUSTED  
 CS2509* NAVD 88     -       172.731  (meters)     566.70   (feet)  ADJUSTED  
 CS2509  ___________________________________________________________________
 CS2509  X           -    -600,514.228 (meters)                     COMP
 CS2509  Y           -  -5,325,309.330 (meters)                     COMP
 CS2509  Z           -   3,447,156.885 (meters)                     COMP
 CS2509  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CS2509  ELLIP HEIGHT-         147.27  (meters)          (10/24/00) GPS OBS
 CS2509  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS2509  DYNAMIC HT  -         172.543 (meters)     566.08  (feet)  COMP
 CS2509  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 CS2509
 CS2509  HORZ ORDER  -  B
 CS2509  VERT ORDER  -  FIRST     CLASS II
 CS2509  ELLP ORDER  -  FOURTH    CLASS II
 CS2509
 CS2509.This mark is at Rockwall Muni (F46) Airport (F46)
 CS2509
 CS2509.The horizontal coordinates were established by GPS observations
 CS2509.and adjusted by the National Geodetic Survey in February 1996..
 CS2509
 CS2509.The orthometric height was determined by differential leveling
 CS2509.and adjusted by the National Geodetic Survey in June 1991..
 CS2509
 CS2509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2509
 CS2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2509
 CS2509.The ellipsoidal height was determined by GPS observations
 CS2509.and is referenced to NAD 83.
 CS2509
 CS2509.The geoid height was determined by GEOID03.
 CS2509
 CS2509.The dynamic height is computed by dividing the NAVD 88
 CS2509.geopotential number by the normal gravity value computed on the
 CS2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2509.degrees latitude (g = 980.6199 gals.).
 CS2509
 CS2509.The modeled gravity was interpolated from observed gravity values.
 CS2509
 CS2509;                    North         East     Units Scale Factor Converg.
 CS2509;SPC TXNC     - 2,141,551.844   793,213.552   MT  0.99987501   +1 07 36.7
 CS2509;SPC TXNC     - 7,026,074.67  2,602,401.46   sFT  0.99987501   +1 07 36.7
 CS2509;UTM  14      - 3,646,010.031   739,952.782   MT  1.00030999   +1 23 43.9
 CS2509
 CS2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2509!SPC TXNC     -   0.99997688  x   0.99987501  =   0.99985189
 CS2509!UTM  14      -   0.99997688  x   1.00030999  =   1.00028686
 CS2509
 CS2509:                Primary Azimuth Mark                     Grid Az
 CS2509:SPC TXNC     -  BOREN                                    346 43 14.3
 CS2509:UTM  14      -  BOREN                                    346 27 07.1
 CS2509
 CS2509|---------------------------------------------------------------------|
 CS2509| PID    Reference Object                     Distance      Geod. Az  |
 CS2509|                                                           dddmmss.s |
 CS2509| CS2510 BOREN                               APPROX. 0.6 KM 3475051.0 |
 CS2509|---------------------------------------------------------------------|
 CS2509
 CS2509                          SUPERSEDED SURVEY CONTROL
 CS2509
 CS2509  ELLIP H (02/20/96)  147.43   (m)                       GP(       ) 1 1
 CS2509  NAVD 88 (02/20/96)  172.73   (m)          566.7    (f) LEVELING    3  
 CS2509
 CS2509.Superseded values are not recommended for survey control.
 CS2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2509.See file dsdata.txt to determine how the superseded data were derived.
 CS2509
 CS2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3995346010(NAD 83)
 CS2509_MARKER: I = METAL ROD
 CS2509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2509_SP_SET: STAINLESS STEEL ROD
 CS2509_STAMPING: N 1495 1986
 CS2509_MARK LOGO: NGS   
 CS2509_PROJECTION: FLUSH
 CS2509_MAGNETIC: I = MARKER IS A STEEL ROD
 CS2509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2509+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS2509_ROD/PIPE-DEPTH: 5.5  meters
 CS2509
 CS2509  HISTORY     - Date     Condition        Report By
 CS2509  HISTORY     - 1986     MONUMENTED       NGS
 CS2509  HISTORY     - 19941220 GOOD             NGS
 CS2509  HISTORY     - 20010404 GOOD             JCLS
 CS2509  HISTORY     - 20010414 GOOD             JCLS
 CS2509  HISTORY     - 20031030 GOOD             JCLS
 CS2509  HISTORY     - 20051031 GOOD             BOHAN
 CS2509
 CS2509                          STATION DESCRIPTION
 CS2509
 CS2509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2509'7.0 KM (4.35 MI) NE FROM ROCKWALL.
 CS2509'4.3 KM (2.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS
 CS2509'JUNCTION WITH STATE HIGHWAY 205 IN ROCKWALL, THENCE 1.2 KM (0.75 MI)
 CS2509'SOUTH ALONG FARM ROAD 549, THENCE 1.5 KM (0.95 MI) WEST ALONG AIRPORT
 CS2509'ROAD, 14.8 M (48.6 FT) NORTH OF THE CENTER OF THE ROAD, 9.9 M (32.5
 CS2509'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF AN AIRPORT HANGAR, 7.5 M
 CS2509'(24.6 FT) WEST OF THE CENTER OF A PAVED ROAD LEADING TO THE ROCKWALL
 CS2509'MUNICIPAL AIRPORT, 5.0 M (16.4 FT) SOUTH OF A UTILITY POLE WITH A
 CS2509'TRANSFORMER AND LIGHT, 0.6 M (2.0 FT) WEST OF THE NORTH LEG OF A SIGN.
 CS2509'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2509'THE MARK IS 0.3 M BELOW AIRPORT ROAD.
 CS2509
 CS2509                          STATION RECOVERY (1994)
 CS2509
 CS2509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS2509'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF ROCKWALL AT THE
 CS2509'ROCKWALL MUNICIPAL AIRPORT, IN THE NORTHWEST QUADRANT OF THE JUNCTION
 CS2509'OF AIRPORT ROAD AND THE AIRPORT ENTRANCE ROAD.  OWNERSHIP--CITY OF
 CS2509'ROCKWALL.  AIRPORT MANAGERS ARE R.E.  JOHNSON AND EDDY WALKOWICZ, 1701
 CS2509'AIRPORT ROAD, ROCKWALL, TX, 75087.  PHONE 214-771-0151.  CHECK IN AT
 CS2509'THE OFFICE TO LET THEM KNOW OF THE STATION OCCUPATION.  TO REACH FROM
 CS2509'THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 30 AND FARM ROAD
 CS2509'549 (EXIT 70) ON THE EAST SIDE OF ROCKWALL, GO NORTH ON FARM ROAD 549
 CS2509'FOR 0.69 KM (0.40 MI) TO A PAVED ROAD LEFT (AIRPORT ROAD) .  TURN
 CS2509'LEFT, WEST, ON AIRPORT ROAD FOR 1.61 KM (1.00 MI) TO THE AIRPORT
 CS2509'ENTRANCE ROAD ON THE RIGHT AND THE STATION ON THE RIGHT. THE STATION
 CS2509'IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 CS2509'FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED
 CS2509'BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 15.2 M (49.9 FT) NORTH
 CS2509'OF THE CENTER OF AIRPORT ROAD, 9.9 M (32.5 FT) EAST-SOUTHEAST OF THE
 CS2509'SOUTHEAST CORNER OF A HANGAR, 9.0 M (29.5 FT) NORTHEAST OF A FIRE
 CS2509'HYDRANT, 8.0 M (26.2 FT) WEST OF THE CENTER OF THE ENTRANCE ROAD, 4.9
 CS2509'M (16.1 FT) SOUTH OF POWER POLE NUMBER 2327 459 1574 (WITH TWO
 CS2509'TRANSFORMERS AND A LIGHT, AND 1.55 M (5.09 FT) NORTHWEST OF A PLASTIC
 CS2509'WITNESS POST.  DESCRIBED BY D.G.  AUG NOTE--ACTUAL ROD DEPTH IS
 CS2509'UNKNOWN.
 CS2509
 CS2509                          STATION RECOVERY (2001)
 CS2509
 CS2509'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 CS2509'RECOVERED IN GOOD CONDITION.
 CS2509
 CS2509                          STATION RECOVERY (2001)
 CS2509
 CS2509'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 CS2509' 
 CS2509' 
 CS2509
 CS2509                          STATION RECOVERY (2003)
 CS2509
 CS2509'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 CS2509'RECOVERED IN GOOD CONDITION.
 CS2509
 CS2509                          STATION RECOVERY (2005)
 CS2509
 CS2509'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS2509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2553 ***********************************************************************
 CS2553  DESIGNATION -  N 1496
 CS2553  PID         -  CS2553
 CS2553  STATE/COUNTY-  TX/TARRANT
 CS2553  USGS QUAD   -  ARLINGTON (1981)
 CS2553
 CS2553                         *CURRENT SURVEY CONTROL
 CS2553  ___________________________________________________________________
 CS2553* NAD 83(1986)-  32 44 12.     (N)    097 03 13.     (W)     SCALED    
 CS2553* NAVD 88     -       180.724  (meters)     592.93   (feet)  ADJUSTED  
 CS2553  ___________________________________________________________________
 CS2553  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CS2553  DYNAMIC HT  -         180.515 (meters)     592.24  (feet)  COMP
 CS2553  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 CS2553
 CS2553  VERT ORDER  -  FIRST     CLASS II
 CS2553
 CS2553.The horizontal coordinates were scaled from a topographic map and have
 CS2553.an estimated accuracy of +/- 6 seconds.
 CS2553
 CS2553.The orthometric height was determined by differential leveling
 CS2553.and adjusted by the National Geodetic Survey in June 1991..
 CS2553
 CS2553.The geoid height was determined by GEOID03.
 CS2553
 CS2553.The dynamic height is computed by dividing the NAVD 88
 CS2553.geopotential number by the normal gravity value computed on the
 CS2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2553.degrees latitude (g = 980.6199 gals.).
 CS2553
 CS2553.The modeled gravity was interpolated from observed gravity values.
 CS2553
 CS2553;                    North         East    Units  Estimated Accuracy
 CS2553;SPC TXNC     - 2,119,590.      735,550.      MT  (+/- 180 meters Scaled)
 CS2553
 CS2553                          SUPERSEDED SURVEY CONTROL
 CS2553
 CS2553.No superseded survey control is available for this station.
 CS2553
 CS2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB823237(NAD 83)
 CS2553_MARKER: I = METAL ROD
 CS2553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2553_SP_SET: STAINLESS STEEL ROD
 CS2553_STAMPING: N 1496 1986
 CS2553_MARK LOGO: NGS   
 CS2553_PROJECTION: FLUSH
 CS2553_MAGNETIC: I = MARKER IS A STEEL ROD
 CS2553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2553+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 CS2553_ROD/PIPE-DEPTH: 7.3  meters
 CS2553
 CS2553  HISTORY     - Date     Condition        Report By
 CS2553  HISTORY     - 1986     MONUMENTED       NGS
 CS2553  HISTORY     - 19941003 GOOD             NGS
 CS2553  HISTORY     - 19960921 GOOD             USPSQD
 CS2553
 CS2553                          STATION DESCRIPTION
 CS2553
 CS2553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2553'IN ARLINGTON.
 CS2553'IN ARLINGTON, AT THE INTERSECTION OF ABRAM AND PEE WEE STREETS, 15.8 M
 CS2553'(51.8 FT) WEST OF THE CENTER OF THE WEST ENTRANCE TO A CAR WASH, 8.7 M
 CS2553'(28.5 FT) EAST OF THE CENTER OF PEE WEE STREET, 7.2 M (23.6 FT) SOUTH
 CS2553'OF THE CENTERLINE OF THE EAST BOUND LANES OF ABRAM STREET, AND 0.7 M
 CS2553'(2.3 FT) EAST OF A UTILITY POLE WITH 1 GUY WIRE.  NOTE--ACCESS TO
 CS2553'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2553'THE MARK IS 0.2 M ABOVE PEE WEE STREET.
 CS2553
 CS2553                          STATION RECOVERY (1994)
 CS2553
 CS2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS2553'IN ARLINGTON, AT THE INTERSECTION OF EAST ABRAM AND PEE WEE STREETS,
 CS2553'15.8 M (51.8 FT) WEST OF THE CENTER OF THE WEST ENTRANCE ROAD TO AN
 CS2553'ABANDONED CAR WASH, 8.7 M (28.5 FT) EAST OF THE CENTER OF PEE WEE
 CS2553'STREET, 7.2 M (23.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 CS2553'OF ABRAM STREET, 0.6 M (2.0 FT) EAST OF A UTILITY POLE WITH 1 GUY
 CS2553'CABLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREETS. NOTE--ACCESS
 CS2553'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2553
 CS2553                          STATION RECOVERY (1996)
 CS2553
 CS2553'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1004 ***********************************************************************
 DN1004  DESIGNATION -  N 1497
 DN1004  PID         -  DN1004
 DN1004  STATE/COUNTY-  TX/HUNT
 DN1004  USGS QUAD   -  CELESTE (1964)
 DN1004
 DN1004                         *CURRENT SURVEY CONTROL
 DN1004  ___________________________________________________________________
 DN1004* NAD 83(1986)-  33 17 53.     (N)    096 11 54.     (W)     SCALED    
 DN1004* NAVD 88     -       204.696  (meters)     671.57   (feet)  ADJUSTED  
 DN1004  ___________________________________________________________________
 DN1004  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN1004  DYNAMIC HT  -         204.475 (meters)     670.85  (feet)  COMP
 DN1004  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 DN1004
 DN1004  VERT ORDER  -  FIRST     CLASS II
 DN1004
 DN1004.The horizontal coordinates were scaled from a topographic map and have
 DN1004.an estimated accuracy of +/- 6 seconds.
 DN1004
 DN1004.The orthometric height was determined by differential leveling
 DN1004.and adjusted by the National Geodetic Survey in June 1991..
 DN1004
 DN1004.The geoid height was determined by GEOID03.
 DN1004
 DN1004.The dynamic height is computed by dividing the NAVD 88
 DN1004.geopotential number by the normal gravity value computed on the
 DN1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1004.degrees latitude (g = 980.6199 gals.).
 DN1004
 DN1004.The modeled gravity was interpolated from observed gravity values.
 DN1004
 DN1004;                    North         East    Units  Estimated Accuracy
 DN1004;SPC TXNC     - 2,183,250.      814,330.      MT  (+/- 180 meters Scaled)
 DN1004
 DN1004                          SUPERSEDED SURVEY CONTROL
 DN1004
 DN1004.No superseded survey control is available for this station.
 DN1004
 DN1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB608878(NAD 83)
 DN1004_MARKER: I = METAL ROD
 DN1004_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1004_SP_SET: STAINLESS STEEL ROD
 DN1004_STAMPING: N 1497 1986
 DN1004_MARK LOGO: NGS   
 DN1004_PROJECTION: RECESSED 1 CENTIMETERS
 DN1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1004_ROD/PIPE-DEPTH: 8.2  meters
 DN1004
 DN1004  HISTORY     - Date     Condition        Report By
 DN1004  HISTORY     - 1986     MONUMENTED       NGS
 DN1004  HISTORY     - 19940416 GOOD             USPSQD
 DN1004
 DN1004                          STATION DESCRIPTION
 DN1004
 DN1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1004'IN CELESTE.
 DN1004'IN CELESTE, AT THE INTERSECTION OF U.S. HIGHWAY 69 AND CLARK STREET,
 DN1004'18.5 M (60.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 3.9 M (12.8
 DN1004'FT) SOUTH OF THE CENTER OF CLARK STREET, AND 0.7 M (2.3 FT) EAST OF A
 DN1004'UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN1004'THROUGH A 5-INCH LOGO CAP.
 DN1004'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DN1004'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DN1004
 DN1004                          STATION RECOVERY (1994)
 DN1004
 DN1004'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2515 ***********************************************************************
 CS2515  DESIGNATION -  N 1498
 CS2515  PID         -  CS2515
 CS2515  STATE/COUNTY-  TX/ROCKWALL
 CS2515  USGS QUAD   -  ROCKWALL (1973)
 CS2515
 CS2515                         *CURRENT SURVEY CONTROL
 CS2515  ___________________________________________________________________
 CS2515* NAD 83(1986)-  32 54 32.     (N)    096 27 00.     (W)     SCALED    
 CS2515* NAVD 88     -       171.339  (meters)     562.13   (feet)  ADJUSTED  
 CS2515  ___________________________________________________________________
 CS2515  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS2515  DYNAMIC HT  -         171.153 (meters)     561.52  (feet)  COMP
 CS2515  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 CS2515
 CS2515  VERT ORDER  -  FIRST     CLASS II
 CS2515
 CS2515.The horizontal coordinates were scaled from a topographic map and have
 CS2515.an estimated accuracy of +/- 6 seconds.
 CS2515
 CS2515.The orthometric height was determined by differential leveling
 CS2515.and adjusted by the National Geodetic Survey in June 1991..
 CS2515
 CS2515.The geoid height was determined by GEOID03.
 CS2515
 CS2515.The dynamic height is computed by dividing the NAVD 88
 CS2515.geopotential number by the normal gravity value computed on the
 CS2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2515.degrees latitude (g = 980.6199 gals.).
 CS2515
 CS2515.The modeled gravity was interpolated from observed gravity values.
 CS2515
 CS2515;                    North         East    Units  Estimated Accuracy
 CS2515;SPC TXNC     - 2,139,620.      791,740.      MT  (+/- 180 meters Scaled)
 CS2515
 CS2515                          SUPERSEDED SURVEY CONTROL
 CS2515
 CS2515.No superseded survey control is available for this station.
 CS2515
 CS2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB384440(NAD 83)
 CS2515_MARKER: DB = BENCH MARK DISK
 CS2515_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2515_SP_SET: BRIDGE ABUTMENT
 CS2515_STAMPING: N 1498 1986
 CS2515_MARK LOGO: NGS   
 CS2515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2515+STABILITY: POSITION/ELEVATION WELL
 CS2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2515+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS2515
 CS2515  HISTORY     - Date     Condition        Report By
 CS2515  HISTORY     - 1986     MONUMENTED       NGS
 CS2515  HISTORY     - 20030909 GOOD             GEOCAC
 CS2515  HISTORY     - 20051031 GOOD             BOHAN
 CS2515
 CS2515                          STATION DESCRIPTION
 CS2515
 CS2515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2515'2.7 KM (1.7 MI) SW FROM ROCKWALL.
 CS2515'2.7 KM (1.7 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 205 FROM ITS
 CS2515'JUNCTION WITH STATE HIGHWAY 66 IN ROCKWALL, SET VERTICALLY IN THE
 CS2515'NORTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 7 COLUMNS OF THE FIRST
 CS2515'PIER NORTHEAST OF THE SOUTHWEST ABUTMENT OF THE SOUTHWEST BOUND
 CS2515'INTERSTATE HIGHWAY 30 OVERPASS OF THE HIGHWAY (EXIT 68), AND 4.4 M
 CS2515'(14.4 FT) SOUTHWEST OF THE CENTER OF THE SOUTHEAST BOUND LANES OF THE
 CS2515'STATE HIGHWAY.
 CS2515'THE MARK IS 1.4 M ABOVE THE GROUND.
 CS2515
 CS2515                          STATION RECOVERY (2003)
 CS2515
 CS2515'RECOVERY NOTE BY GEOCACHING 2003 (GOE)
 CS2515'RECOVERED IN GOOD CONDITION.
 CS2515
 CS2515                          STATION RECOVERY (2005)
 CS2515
 CS2515'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS2515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5602 ***********************************************************************
 AW5602  DESIGNATION -  N 1499
 AW5602  PID         -  AW5602
 AW5602  STATE/COUNTY-  TX/HARRIS
 AW5602  USGS QUAD   -  KATY (1980)
 AW5602
 AW5602                         *CURRENT SURVEY CONTROL
 AW5602  ___________________________________________________________________
 AW5602* NAD 83(1986)-  29 47 09.     (N)    095 47 09.     (W)     SCALED    
 AW5602* NAVD 88     -        41.077  (meters)     134.77   (feet)  ADJUSTED  
 AW5602  ___________________________________________________________________
 AW5602  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW5602  DYNAMIC HT  -          41.021 (meters)     134.58  (feet)  COMP
 AW5602  MODELED GRAV-     979,275.5   (mgal)                       NAVD 88
 AW5602
 AW5602  VERT ORDER  -  FIRST     CLASS II
 AW5602
 AW5602.The horizontal coordinates were scaled from a topographic map and have
 AW5602.an estimated accuracy of +/- 6 seconds.
 AW5602
 AW5602.The orthometric height was determined by differential leveling
 AW5602.and adjusted by the National Geodetic Survey in June 1991..
 AW5602
 AW5602.The geoid height was determined by GEOID03.
 AW5602
 AW5602.The dynamic height is computed by dividing the NAVD 88
 AW5602.geopotential number by the normal gravity value computed on the
 AW5602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5602.degrees latitude (g = 980.6199 gals.).
 AW5602
 AW5602.The modeled gravity was interpolated from observed gravity values.
 AW5602
 AW5602;                    North         East    Units  Estimated Accuracy
 AW5602;SPC TXSC     - 4,220,660.      910,720.      MT  (+/- 180 meters Scaled)
 AW5602
 AW5602                          SUPERSEDED SURVEY CONTROL
 AW5602
 AW5602  NGVD 29 (12/23/87)   41.066  (m)          134.73   (f) ADJUSTED    1 2
 AW5602
 AW5602.Superseded values are not recommended for survey control.
 AW5602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5602.See file dsdata.txt to determine how the superseded data were derived.
 AW5602
 AW5602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN306983(NAD 83)
 AW5602_MARKER: I = METAL ROD
 AW5602_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5602_SP_SET: STAINLESS STEEL ROD
 AW5602_STAMPING: N 1499 1986
 AW5602_MARK LOGO: NGS   
 AW5602_PROJECTION: RECESSED 2 CENTIMETERS
 AW5602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5602_ROD/PIPE-DEPTH: 4.6  meters
 AW5602
 AW5602  HISTORY     - Date     Condition        Report By
 AW5602  HISTORY     - 1986     MONUMENTED       NGS
 AW5602  HISTORY     - 19940625 GOOD             USPSQD
 AW5602
 AW5602                          STATION DESCRIPTION
 AW5602
 AW5602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5602'3.4 KM (2.1 MI) EAST FROM KATY.
 AW5602'3.4 KM (2.1 MI) EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 AW5602'FROM ITS JUNCTION WITH AVENUE A IN KATY, 61.5 M (201.8 FT) WEST OF
 AW5602'THE CENTER OF A PRIVATE GRAVELED ROAD, 30.2 M (99.1 FT)
 AW5602'EAST-SOUTHEAST OF THE EAST END OF THE SOUTH HEADWALL OF A CULVERT
 AW5602'UNDER THE TRACKS, 27.6 M (90.6 FT) EAST-NORTHEAST OF THE EAST END OF
 AW5602'THE NORTH HEADWALL OF A CULVERT UNDER A FRONTAGE ROAD, 14.4 M (47.2
 AW5602'FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 11.2 M (36.7 FT)
 AW5602'SOUTH OF THE NEAR RAIL, AND 2.1 M (6.9 FT) SOUTHWEST OF THE MOST
 AW5602'SOUTHWESTERLY 1 OF 3 POLES SUPPORTING A BILLBOARD.  NOTE--ACCESS TO
 AW5602'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5602'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5602'THE MARK IS 0.9 M BELOW THE TRACKS.
 AW5602
 AW5602                          STATION RECOVERY (1994)
 AW5602
 AW5602'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0583 ***********************************************************************
 AB0583  DESIGNATION -  N 15
 AB0583  PID         -  AB0583
 AB0583  STATE/COUNTY-  TX/CAMERON
 AB0583  USGS QUAD   -  HARLINGEN (1983)
 AB0583
 AB0583                         *CURRENT SURVEY CONTROL
 AB0583  ___________________________________________________________________
 AB0583* NAD 83(1986)-  26 14 54.     (N)    097 40 58.     (W)     SCALED    
 AB0583* NAVD 88     -        11.104  (meters)      36.43   (feet)  ADJUSTED  
 AB0583  ___________________________________________________________________
 AB0583  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AB0583  DYNAMIC HT  -          11.086 (meters)      36.37  (feet)  COMP
 AB0583  MODELED GRAV-     979,039.7   (mgal)                       NAVD 88
 AB0583
 AB0583  VERT ORDER  -  SECOND    CLASS 0
 AB0583
 AB0583.The horizontal coordinates were scaled from a topographic map and have
 AB0583.an estimated accuracy of +/- 6 seconds.
 AB0583
 AB0583.The orthometric height was determined by differential leveling
 AB0583.and adjusted by the National Geodetic Survey in June 1991..
 AB0583
 AB0583.The geoid height was determined by GEOID03.
 AB0583
 AB0583.The dynamic height is computed by dividing the NAVD 88
 AB0583.geopotential number by the normal gravity value computed on the
 AB0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0583.degrees latitude (g = 980.6199 gals.).
 AB0583
 AB0583.The modeled gravity was interpolated from observed gravity values.
 AB0583
 AB0583;                    North         East    Units  Estimated Accuracy
 AB0583;SPC TX S     - 5,064,710.      381,640.      MT  (+/- 180 meters Scaled)
 AB0583
 AB0583                          SUPERSEDED SURVEY CONTROL
 AB0583
 AB0583  NGVD 29 (??/??/92)   11.200  (m)           36.75   (f) ADJ UNCH    2 0
 AB0583
 AB0583.Superseded values are not recommended for survey control.
 AB0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0583.See file dsdata.txt to determine how the superseded data were derived.
 AB0583
 AB0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ315038(NAD 83)
 AB0583_MARKER: DD = SURVEY DISK
 AB0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0583_SP_SET: CULVERT
 AB0583_STAMPING: N 15 36.46
 AB0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0583
 AB0583  HISTORY     - Date     Condition        Report By
 AB0583  HISTORY     - UNK      MONUMENTED
 AB0583  HISTORY     - 1942     GOOD             NGS
 AB0583
 AB0583                          STATION DESCRIPTION
 AB0583
 AB0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0583'3.2 MI E FROM COMBES.
 AB0583'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0583'ROAD AND GO 3.2 MILES TO A CONCRETE CULVERT.  BENCH MARK IS SET
 AB0583'HORIZONTALLY IN CENTER OF THE TOP OF THE NORTH HEADWALL OF THE
 AB0583'CULVERT, IT IS 21 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE
 AB0583'CENTERLINE OF THE ROAD.  A CAMERON COUNTY DISK, STAMPED N 15 36.46 AND
 AB0583'SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0219 ***********************************************************************
 CC0219  DESIGNATION -  N 15
 CC0219  PID         -  CC0219
 CC0219  STATE/COUNTY-  TX/WARD
 CC0219  USGS QUAD   -  COWDEN PLACE (1968)
 CC0219
 CC0219                         *CURRENT SURVEY CONTROL
 CC0219  ___________________________________________________________________
 CC0219* NAD 83(1986)-  31 37 53.     (N)    102 46 53.     (W)     SCALED    
 CC0219* NAVD 88     -       837.520  (meters)    2747.76   (feet)  ADJUSTED  
 CC0219  ___________________________________________________________________
 CC0219  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CC0219  DYNAMIC HT  -         836.361 (meters)    2743.96  (feet)  COMP
 CC0219  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 CC0219
 CC0219  VERT ORDER  -  FIRST     CLASS II
 CC0219
 CC0219.The horizontal coordinates were scaled from a topographic map and have
 CC0219.an estimated accuracy of +/- 6 seconds.
 CC0219
 CC0219.The orthometric height was determined by differential leveling
 CC0219.and adjusted by the National Geodetic Survey in June 1991..
 CC0219
 CC0219.The geoid height was determined by GEOID03.
 CC0219
 CC0219.The dynamic height is computed by dividing the NAVD 88
 CC0219.geopotential number by the normal gravity value computed on the
 CC0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0219.degrees latitude (g = 980.6199 gals.).
 CC0219
 CC0219.The modeled gravity was interpolated from observed gravity values.
 CC0219
 CC0219;                    North         East    Units  Estimated Accuracy
 CC0219;SPC TX C     - 3,220,360.      467,790.      MT  (+/- 180 meters Scaled)
 CC0219
 CC0219                          SUPERSEDED SURVEY CONTROL
 CC0219
 CC0219  NGVD 29 (??/??/92)  837.187  (m)         2746.67   (f) ADJ UNCH    1 2
 CC0219
 CC0219.Superseded values are not recommended for survey control.
 CC0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0219.See file dsdata.txt to determine how the superseded data were derived.
 CC0219
 CC0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR104017(NAD 83)
 CC0219_MARKER: P = PIPE CAP
 CC0219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0219_STAMPING: N 15 ELEV 2746.671 FT
 CC0219_MARK LOGO: CGS   
 CC0219_PROJECTION: PROJECTING 80 CENTIMETERS
 CC0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0219
 CC0219  HISTORY     - Date     Condition        Report By
 CC0219  HISTORY     - UNK      MONUMENTED       CGS
 CC0219  HISTORY     - 1956     GOOD             NGS
 CC0219  HISTORY     - 1982     GOOD             NGS
 CC0219
 CC0219                          STATION DESCRIPTION
 CC0219
 CC0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0219'7.1 MI NE FROM MONAHANS.
 CC0219'7.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0219'STATION AT MONAHANS, 8 FEET NORTHEAST OF THE 11TH POLE SOUTHWEST OF
 CC0219'MILEPOST 602, IN LINE WITH A ROW OF TELEPHONE POLES, 39.8 FEET
 CC0219'SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET NORTHEAST OF A WITNESS POST,
 CC0219'SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.8 FOOT
 CC0219'ABOVE THE GROUND.
 CC0219
 CC0219                          STATION RECOVERY (1982)
 CC0219
 CC0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0219'11.4 KM (7.1 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0219'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 19.4 METERS (63.6
 CC0219'FT) EAST-SOUTHEAST OF RAILROAD SIGNAL NUMBER 6023, 12.1 METERS (39.7
 CC0219'FT) SOUTHEAST OF THE NEAR RAIL, 10.0 METERS (32.8 FT) NORTHWEST OF THE
 CC0219'CENTERLINE OF THE WEST BOUND LANES OF U. S. HIGHWAY 80 AND 0.3 METER
 CC0219'(1.0 FT) NORTH OF A WOODEN WITNESS POST.
 CC0219'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 CC0219'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0538 ***********************************************************************
 CS0538  DESIGNATION -  N 150
 CS0538  PID         -  CS0538
 CS0538  STATE/COUNTY-  TX/NAVARRO
 CS0538  USGS QUAD   -  CORSICANA (1978)
 CS0538
 CS0538                         *CURRENT SURVEY CONTROL
 CS0538  ___________________________________________________________________
 CS0538* NAD 83(1986)-  32 03 39.     (N)    096 29 53.     (W)     SCALED    
 CS0538* NAVD 88     -       139.714  (meters)     458.38   (feet)  ADJUSTED  
 CS0538  ___________________________________________________________________
 CS0538  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0538  DYNAMIC HT  -         139.550 (meters)     457.84  (feet)  COMP
 CS0538  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 CS0538
 CS0538  VERT ORDER  -  SECOND    CLASS 0
 CS0538
 CS0538.The horizontal coordinates were scaled from a topographic map and have
 CS0538.an estimated accuracy of +/- 6 seconds.
 CS0538
 CS0538.The orthometric height was determined by differential leveling
 CS0538.and adjusted by the National Geodetic Survey in June 1991..
 CS0538
 CS0538.The geoid height was determined by GEOID03.
 CS0538
 CS0538.The dynamic height is computed by dividing the NAVD 88
 CS0538.geopotential number by the normal gravity value computed on the
 CS0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0538.degrees latitude (g = 980.6199 gals.).
 CS0538
 CS0538.The modeled gravity was interpolated from observed gravity values.
 CS0538
 CS0538;                    North         East    Units  Estimated Accuracy
 CS0538;SPC TXNC     - 2,045,510.      789,040.      MT  (+/- 180 meters Scaled)
 CS0538
 CS0538                          SUPERSEDED SURVEY CONTROL
 CS0538
 CS0538  NGVD 29 (??/??/92)  139.698  (m)          458.33   (f) ADJ UNCH    2 0
 CS0538
 CS0538.Superseded values are not recommended for survey control.
 CS0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0538.See file dsdata.txt to determine how the superseded data were derived.
 CS0538
 CS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA361499(NAD 83)
 CS0538_MARKER: DB = BENCH MARK DISK
 CS0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0538_SP_SET: CURB
 CS0538_STAMPING: N 150 1933 458.300
 CS0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0538
 CS0538  HISTORY     - Date     Condition        Report By
 CS0538  HISTORY     - 1933     MONUMENTED       CGS
 CS0538  HISTORY     - 1947     GOOD             NGS
 CS0538
 CS0538                          STATION DESCRIPTION
 CS0538
 CS0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0538'3.0 MI SW FROM CORSICANA.
 CS0538'3.0 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY TRACK
 CS0538'FROM THE UNION STATION AT CORSICANA, AT THE OLD OAK VALLEY SCHOOL
 CS0538'WHICH IS 1.4 MILES SOUTH ALONG A DIRT ROAD FROM THE STATE ORPHANS
 CS0538'HOME, 0.15 MILE SOUTH OF THE SOUTHWEST CORNER OF THE CORSICANA
 CS0538'COMMERCIAL AIRPORT, ABOUT 200 FEET NORTHWEST OF THE RAILROAD TRACK,
 CS0538'105.0 FEET EAST OF THE EAST EDGE OF A ONE LANE CONCRETE ROAD, 15.3
 CS0538'FEET EAST OF THE SOUTHEAST CORNER OF THE OLD SCHOOL BUILDING, SET IN
 CS0538'THE TOP OF THE EAST SIDE OF CIRCULAR CONCRETE CURB AROUND A WELL, 2.3
 CS0538'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1984 ***********************************************************************
 BL1984  DESIGNATION -  N 1500
 BL1984  PID         -  BL1984
 BL1984  STATE/COUNTY-  TX/HARRIS
 BL1984  USGS QUAD   -  ROSE HILL (1980)
 BL1984
 BL1984                         *CURRENT SURVEY CONTROL
 BL1984  ___________________________________________________________________
 BL1984* NAD 83(1986)-  30 04 57.     (N)    095 39 34.     (W)     SCALED    
 BL1984* NAVD 88     -        53.310  (meters)     174.90   (feet)  ADJUSTED  
 BL1984  ___________________________________________________________________
 BL1984  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL1984  DYNAMIC HT  -          53.238 (meters)     174.66  (feet)  COMP
 BL1984  MODELED GRAV-     979,289.5   (mgal)                       NAVD 88
 BL1984
 BL1984  VERT ORDER  -  FIRST     CLASS II
 BL1984
 BL1984.The horizontal coordinates were scaled from a topographic map and have
 BL1984.an estimated accuracy of +/- 6 seconds.
 BL1984
 BL1984.The orthometric height was determined by differential leveling
 BL1984.and adjusted by the National Geodetic Survey in June 1991..
 BL1984
 BL1984.The geoid height was determined by GEOID03.
 BL1984
 BL1984.The dynamic height is computed by dividing the NAVD 88
 BL1984.geopotential number by the normal gravity value computed on the
 BL1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1984.degrees latitude (g = 980.6199 gals.).
 BL1984
 BL1984.The modeled gravity was interpolated from observed gravity values.
 BL1984
 BL1984;                    North         East    Units  Estimated Accuracy
 BL1984;SPC TXSC     - 4,253,870.      921,990.      MT  (+/- 180 meters Scaled)
 BL1984
 BL1984                          SUPERSEDED SURVEY CONTROL
 BL1984
 BL1984  NGVD 29 (12/23/87)   53.304  (m)          174.88   (f) ADJUSTED    1 2
 BL1984
 BL1984.Superseded values are not recommended for survey control.
 BL1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1984.See file dsdata.txt to determine how the superseded data were derived.
 BL1984
 BL1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP436309(NAD 83)
 BL1984_MARKER: I = METAL ROD
 BL1984_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1984_SP_SET: STAINLESS STEEL ROD
 BL1984_STAMPING: N 1500 1986
 BL1984_MARK LOGO: NGS   
 BL1984_PROJECTION: FLUSH
 BL1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1984+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1984_ROD/PIPE-DEPTH: 8.4  meters
 BL1984
 BL1984  HISTORY     - Date     Condition        Report By
 BL1984  HISTORY     - 1986     MONUMENTED       NGS
 BL1984  HISTORY     - 20050108 GOOD             USPSQD
 BL1984
 BL1984                          STATION DESCRIPTION
 BL1984
 BL1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL1984'4.9 KM (3.05 MI) WEST FROM TOMBALL.
 BL1984'4.9 KM (3.05 MI) WESTERLY ALONG FARM ROAD 2920 FROM ITS JUNCTION WITH
 BL1984'THE BURLINGTON NORTHERN RAILROAD IN TOMBALL, 47.5 M (155.8 FT)
 BL1984'NORTHEAST OF THE CENTER OF TREICHEL ROAD, 27.2 M (89.2 FT) SOUTHWEST
 BL1984'OF A UTILITY PEDESTAL, 17.9 M (58.7 FT) SOUTHEAST OF THE CENTERLINE OF
 BL1984'THE ROAD, AND 1.3 M (4.3 FT) NORTHEAST OF A UTILITY POLE.
 BL1984'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL1984'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 BL1984'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL1984
 BL1984                          STATION RECOVERY (2005)
 BL1984
 BL1984'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 BL1984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0985 ***********************************************************************
 DN0985  DESIGNATION -  N 1501
 DN0985  PID         -  DN0985
 DN0985  STATE/COUNTY-  TX/GRAYSON
 DN0985  USGS QUAD   -  AMBROSE (1984)
 DN0985
 DN0985                         *CURRENT SURVEY CONTROL
 DN0985  ___________________________________________________________________
 DN0985* NAD 83(1986)-  33 38 01.     (N)    096 25 22.     (W)     SCALED    
 DN0985* NAVD 88     -       201.139  (meters)     659.90   (feet)  ADJUSTED  
 DN0985  ___________________________________________________________________
 DN0985  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DN0985  DYNAMIC HT  -         200.924 (meters)     659.20  (feet)  COMP
 DN0985  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 DN0985
 DN0985  VERT ORDER  -  FIRST     CLASS II
 DN0985
 DN0985.The horizontal coordinates were scaled from a topographic map and have
 DN0985.an estimated accuracy of +/- 6 seconds.
 DN0985
 DN0985.The orthometric height was determined by differential leveling
 DN0985.and adjusted by the National Geodetic Survey in June 1991..
 DN0985
 DN0985.The geoid height was determined by GEOID03.
 DN0985
 DN0985.The dynamic height is computed by dividing the NAVD 88
 DN0985.geopotential number by the normal gravity value computed on the
 DN0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0985.degrees latitude (g = 980.6199 gals.).
 DN0985
 DN0985.The modeled gravity was interpolated from observed gravity values.
 DN0985
 DN0985;                    North         East    Units  Estimated Accuracy
 DN0985;SPC TXNC     - 2,220,020.      792,700.      MT  (+/- 180 meters Scaled)
 DN0985
 DN0985                          SUPERSEDED SURVEY CONTROL
 DN0985
 DN0985.No superseded survey control is available for this station.
 DN0985
 DN0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC390245(NAD 83)
 DN0985_MARKER: I = METAL ROD
 DN0985_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0985_SP_SET: STAINLESS STEEL ROD
 DN0985_STAMPING: N 1501 1986
 DN0985_MARK LOGO: NGS   
 DN0985_PROJECTION: FLUSH
 DN0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0985_ROD/PIPE-DEPTH: 5.0  meters
 DN0985
 DN0985  HISTORY     - Date     Condition        Report By
 DN0985  HISTORY     - 1986     MONUMENTED       NGS
 DN0985  HISTORY     - 20060520 MARK NOT FOUND   USPSQD
 DN0985
 DN0985                          STATION DESCRIPTION
 DN0985
 DN0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0985'18.4 KM (11.45 MI) SE FROM DENISON.
 DN0985'18.4 KM (11.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS
 DN0985'JUNCTION WITH FARM ROAD 120 IN DENISON, 55.8 M (183.1 FT) SOUTHEAST OF
 DN0985'THE CENTER OF THE HEADWALL OF A CONCRETE CULVERT, 15.6 M (51.2 FT)
 DN0985'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT)
 DN0985'NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN0985'THROUGH A 5-INCH LOGO CAP.
 DN0985'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST AND FENCE
 DN0985'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DN0985
 DN0985                          STATION RECOVERY (2006)
 DN0985
 DN0985'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBM)
 DN0985'NEW HIGHWAY CONSTRUCTION IS BELIEVED TO HAVE COVERED UP THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5522 ***********************************************************************
 AW5522  DESIGNATION -  N 1502
 AW5522  PID         -  AW5522
 AW5522  STATE/COUNTY-  TX/HARRIS
 AW5522  USGS QUAD   -  CYPRESS (1995)
 AW5522
 AW5522                         *CURRENT SURVEY CONTROL
 AW5522  ___________________________________________________________________
 AW5522* NAD 83(1986)-  29 59 05.     (N)    095 39 25.     (W)     SCALED    
 AW5522* NAVD 88     -        44.236  (meters)     145.13   (feet)  ADJUSTED  
 AW5522  ___________________________________________________________________
 AW5522  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AW5522  DYNAMIC HT  -          44.176 (meters)     144.93  (feet)  COMP
 AW5522  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 AW5522
 AW5522  VERT ORDER  -  FIRST     CLASS II
 AW5522
 AW5522.The horizontal coordinates were scaled from a topographic map and have
 AW5522.an estimated accuracy of +/- 6 seconds.
 AW5522
 AW5522.The orthometric height was determined by differential leveling
 AW5522.and adjusted by the National Geodetic Survey in June 1991..
 AW5522
 AW5522.The geoid height was determined by GEOID03.
 AW5522
 AW5522.The dynamic height is computed by dividing the NAVD 88
 AW5522.geopotential number by the normal gravity value computed on the
 AW5522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5522.degrees latitude (g = 980.6199 gals.).
 AW5522
 AW5522.The modeled gravity was interpolated from observed gravity values.
 AW5522
 AW5522;                    North         East    Units  Estimated Accuracy
 AW5522;SPC TXSC     - 4,243,050.      922,540.      MT  (+/- 180 meters Scaled)
 AW5522
 AW5522                          SUPERSEDED SURVEY CONTROL
 AW5522
 AW5522  NGVD 29 (12/23/87)   44.229  (m)          145.11   (f) ADJUSTED    1 2
 AW5522
 AW5522.Superseded values are not recommended for survey control.
 AW5522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5522.See file dsdata.txt to determine how the superseded data were derived.
 AW5522
 AW5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP436200(NAD 83)
 AW5522_MARKER: I = METAL ROD
 AW5522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5522_SP_SET: STAINLESS STEEL ROD
 AW5522_STAMPING: N 1502 1986
 AW5522_MARK LOGO: NGS   
 AW5522_PROJECTION: FLUSH
 AW5522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5522_ROD/PIPE-DEPTH: 8.2  meters
 AW5522
 AW5522  HISTORY     - Date     Condition        Report By
 AW5522  HISTORY     - 1986     MONUMENTED       NGS
 AW5522  HISTORY     - 1990     GOOD             USPSQD
 AW5522
 AW5522                          STATION DESCRIPTION
 AW5522
 AW5522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5522'4.4 KM (2.75 MI) NE FROM CYPRESS.
 AW5522'4.4 KM (2.75 MI) NORTHEASTERLY ALONG SPRING-CYPRESS ROAD FROM ITS
 AW5522'INTERSECTION WITH U.S. HIGHWAY 290 IN CYPRESS, 16.5 M (54.1 FT)
 AW5522'NORTHWEST OF THE CENTERLINE OF THE ROAD, 13.2 M (43.3 FT) NORTHEAST OF
 AW5522'THE CENTERLINE OF HUFFMEISTER ROAD, 7.4 M (24.3 FT) NORTH-NORTHEAST OF
 AW5522'THE NORTHEAST END OF THE MOST NORTHWESTERLY 1 OF 2 CONCRETE DRAINAGE
 AW5522'PIPES, AND 1.1 M (3.6 FT) NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS
 AW5522'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5522'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 AW5522'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW5522
 AW5522                          STATION RECOVERY (1990)
 AW5522
 AW5522'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW5522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5525 ***********************************************************************
 AW5525  DESIGNATION -  N 1503
 AW5525  PID         -  AW5525
 AW5525  STATE/COUNTY-  TX/HARRIS
 AW5525  USGS QUAD   -  SETTEGAST (1995)
 AW5525
 AW5525                         *CURRENT SURVEY CONTROL
 AW5525  ___________________________________________________________________
 AW5525* NAD 83(1986)-  29 45 29.     (N)    095 21 07.     (W)     SCALED    
 AW5525* NAVD 88     -        14.267  (meters)      46.81   (feet)  ADJUSTED  
 AW5525  ___________________________________________________________________
 AW5525  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW5525  DYNAMIC HT  -          14.247 (meters)      46.74  (feet)  COMP
 AW5525  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 AW5525
 AW5525  VERT ORDER  -  FIRST     CLASS II
 AW5525
 AW5525.The horizontal coordinates were scaled from a topographic map and have
 AW5525.an estimated accuracy of +/- 6 seconds.
 AW5525
 AW5525.The orthometric height was determined by differential leveling
 AW5525.and adjusted by the National Geodetic Survey in June 1991..
 AW5525
 AW5525.The geoid height was determined by GEOID03.
 AW5525
 AW5525.The dynamic height is computed by dividing the NAVD 88
 AW5525.geopotential number by the normal gravity value computed on the
 AW5525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5525.degrees latitude (g = 980.6199 gals.).
 AW5525
 AW5525.The modeled gravity was interpolated from observed gravity values.
 AW5525
 AW5525;                    North         East    Units  Estimated Accuracy
 AW5525;SPC TXSC     - 4,218,810.      952,740.      MT  (+/- 180 meters Scaled)
 AW5525
 AW5525                          SUPERSEDED SURVEY CONTROL
 AW5525
 AW5525  NGVD 29 (12/23/87)   14.263  (m)           46.79   (f) ADJUSTED    1 2
 AW5525
 AW5525.Superseded values are not recommended for survey control.
 AW5525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5525.See file dsdata.txt to determine how the superseded data were derived.
 AW5525
 AW5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN725942(NAD 83)
 AW5525_MARKER: DB = BENCH MARK DISK
 AW5525_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5525_SP_SET: BRIDGE PIER
 AW5525_STAMPING: N 1503 1987
 AW5525_MARK LOGO: NGS   
 AW5525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5525+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW5525
 AW5525  HISTORY     - Date     Condition        Report By
 AW5525  HISTORY     - 1987     MONUMENTED       NGS
 AW5525  HISTORY     - 1990     GOOD             USPSQD
 AW5525  HISTORY     - 19960921 GOOD             USPSQD
 AW5525  HISTORY     - 20040515 GOOD             USPSQD
 AW5525  HISTORY     - 20050705 GOOD             USPSQD
 AW5525
 AW5525                          STATION DESCRIPTION
 AW5525
 AW5525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5525'IN HOUSTON.
 AW5525'IN HOUSTON, ALONG FRANKLIN STREET BETWEEN CHARTRES AND HAMILTON
 AW5525'STREETS, SET VERTICALLY ON THE SOUTHWEST SIDE OF THE NORTHWEST PIER
 AW5525'FOR THE OVERPASS BRIDGE OF U.S. HIGHWAY 59, 8.84 METERS (39.0 FT)
 AW5525'NORTHEAST OF THE CENTER OF GRANKLIN STREET, 16.58 METERS (54.4 FT)
 AW5525'SOUTHEAST OF THE SOUTH CORNER OF A LARGE GRAY BRICK BUILDING.
 AW5525'THE MARK IS 1.12 M ABOVE GROUND.
 AW5525
 AW5525                          STATION RECOVERY (1990)
 AW5525
 AW5525'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5525'RECOVERED IN GOOD CONDITION.
 AW5525
 AW5525                          STATION RECOVERY (1996)
 AW5525
 AW5525'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5525'RECOVERED IN GOOD CONDITION.
 AW5525
 AW5525                          STATION RECOVERY (2004)
 AW5525
 AW5525'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5525'RECOVERED IN GOOD CONDITION.
 AW5525
 AW5525                          STATION RECOVERY (2005)
 AW5525
 AW5525'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5415 ***********************************************************************
 AW5415  DESIGNATION -  N 1504
 AW5415  PID         -  AW5415
 AW5415  STATE/COUNTY-  TX/HARRIS
 AW5415  USGS QUAD   -  KATY (1980)
 AW5415
 AW5415                         *CURRENT SURVEY CONTROL
 AW5415  ___________________________________________________________________
 AW5415* NAD 83(1986)-  29 47 45.     (N)    095 49 30.     (W)     SCALED    
 AW5415* NAVD 88     -        43.429  (meters)     142.48   (feet)  ADJUSTED  
 AW5415  ___________________________________________________________________
 AW5415  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW5415  DYNAMIC HT  -          43.370 (meters)     142.29  (feet)  COMP
 AW5415  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 AW5415
 AW5415  VERT ORDER  -  FIRST     CLASS II
 AW5415
 AW5415.The horizontal coordinates were scaled from a topographic map and have
 AW5415.an estimated accuracy of +/- 6 seconds.
 AW5415
 AW5415.The orthometric height was determined by differential leveling
 AW5415.and adjusted by the National Geodetic Survey in June 1991..
 AW5415
 AW5415.The geoid height was determined by GEOID03.
 AW5415
 AW5415.The dynamic height is computed by dividing the NAVD 88
 AW5415.geopotential number by the normal gravity value computed on the
 AW5415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5415.degrees latitude (g = 980.6199 gals.).
 AW5415
 AW5415.The modeled gravity was interpolated from observed gravity values.
 AW5415
 AW5415;                    North         East    Units  Estimated Accuracy
 AW5415;SPC TXSC     - 4,221,670.      906,900.      MT  (+/- 180 meters Scaled)
 AW5415
 AW5415                          SUPERSEDED SURVEY CONTROL
 AW5415
 AW5415  NGVD 29 (12/23/87)   43.417  (m)          142.44   (f) ADJUSTED    1 2
 AW5415
 AW5415.Superseded values are not recommended for survey control.
 AW5415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5415.See file dsdata.txt to determine how the superseded data were derived.
 AW5415
 AW5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN269995(NAD 83)
 AW5415_MARKER: I = METAL ROD
 AW5415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5415_SP_SET: STAINLESS STEEL ROD
 AW5415_STAMPING: N 1504 1986
 AW5415_MARK LOGO: NGS   
 AW5415_PROJECTION: FLUSH
 AW5415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5415+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 AW5415_ROD/PIPE-DEPTH: 12.2 meters
 AW5415
 AW5415  HISTORY     - Date     Condition        Report By
 AW5415  HISTORY     - 1986     MONUMENTED       NGS
 AW5415  HISTORY     - 19940625 GOOD             USPSQD
 AW5415  HISTORY     - 20030928 GOOD             GEOCAC
 AW5415  HISTORY     - 20041013 GOOD             USPSQD
 AW5415
 AW5415                          STATION DESCRIPTION
 AW5415
 AW5415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5415'1.0 KM (0.6 MI) NORTH FROM KATY.
 AW5415'1.0 KM (0.65 MI) NORTH ALONG KATY-HOCKLEY ROAD (AVENUE D) FROM THE
 AW5415'JUNCTION OF US HIGHWAY 90 IN KATY, 9.4 METERS (31.0 FT) EAST OF THE
 AW5415'CENTERLINE OF AVENUE D, 9.8 METERS (32.0 FT) SOUTH OF THE EXTENDED
 AW5415'CENTERLINE OF Y STREET LEADING WEST, 3.0 METERS (9.7 FT) EAST OF THE
 AW5415'EAST CURB OF THE AVENUE, 0.73 METER (2.4 FT) SOUTH OF A POWER POLE.
 AW5415'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5415'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW5415'THE MARK IS 0.6 M ABOVE THE ROAD.
 AW5415
 AW5415                          STATION RECOVERY (1994)
 AW5415
 AW5415'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5415'RECOVERED IN GOOD CONDITION.
 AW5415
 AW5415                          STATION RECOVERY (2003)
 AW5415
 AW5415'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AW5415'MARK IS MISSING 5 INCH CAP AND WITNESS POST, BUT OTHERWISE IN GOOD
 AW5415'CONDITION.
 AW5415
 AW5415                          STATION RECOVERY (2004)
 AW5415
 AW5415'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5479 ***********************************************************************
 AW5479  DESIGNATION -  N 1505
 AW5479  PID         -  AW5479
 AW5479  STATE/COUNTY-  TX/FORT BEND
 AW5479  USGS QUAD   -  RICHMOND (1980)
 AW5479
 AW5479                         *CURRENT SURVEY CONTROL
 AW5479  ___________________________________________________________________
 AW5479* NAD 83(1986)-  29 33 52.     (N)    095 47 13.     (W)     SCALED    
 AW5479* NAVD 88     -        30.152  (meters)      98.92   (feet)  ADJUSTED  
 AW5479  ___________________________________________________________________
 AW5479  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW5479  DYNAMIC HT  -          30.111 (meters)      98.79  (feet)  COMP
 AW5479  MODELED GRAV-     979,265.4   (mgal)                       NAVD 88
 AW5479
 AW5479  VERT ORDER  -  FIRST     CLASS II
 AW5479
 AW5479.The horizontal coordinates were scaled from a topographic map and have
 AW5479.an estimated accuracy of +/- 6 seconds.
 AW5479
 AW5479.The orthometric height was determined by differential leveling
 AW5479.and adjusted by the National Geodetic Survey in June 1991..
 AW5479
 AW5479.The geoid height was determined by GEOID03.
 AW5479
 AW5479.The dynamic height is computed by dividing the NAVD 88
 AW5479.geopotential number by the normal gravity value computed on the
 AW5479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5479.degrees latitude (g = 980.6199 gals.).
 AW5479
 AW5479.The modeled gravity was interpolated from observed gravity values.
 AW5479
 AW5479;                    North         East    Units  Estimated Accuracy
 AW5479;SPC TXSC     - 4,196,130.      911,280.      MT  (+/- 180 meters Scaled)
 AW5479
 AW5479                          SUPERSEDED SURVEY CONTROL
 AW5479
 AW5479  NGVD 29 (12/23/87)   30.149  (m)           98.91   (f) ADJUSTED    1 2
 AW5479
 AW5479.Superseded values are not recommended for survey control.
 AW5479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5479.See file dsdata.txt to determine how the superseded data were derived.
 AW5479
 AW5479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN299737(NAD 83)
 AW5479_MARKER: I = METAL ROD
 AW5479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5479_SP_SET: STAINLESS STEEL ROD
 AW5479_STAMPING: N 1505 1987
 AW5479_MARK LOGO: NGS   
 AW5479_PROJECTION: FLUSH
 AW5479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5479_ROD/PIPE-DEPTH: 7.3  meters
 AW5479
 AW5479  HISTORY     - Date     Condition        Report By
 AW5479  HISTORY     - 1987     MONUMENTED       NGS
 AW5479  HISTORY     - 19931204 GOOD             USPSQD
 AW5479  HISTORY     - 19991120 GOOD             USPSQD
 AW5479  HISTORY     - 20040323 MARK NOT FOUND   USPSQD
 AW5479
 AW5479                          STATION DESCRIPTION
 AW5479
 AW5479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5479'3.2 KM (2.0 MI) SW FROM RICHMOND.
 AW5479'1.4 KM (0.85 MI) SOUTHWEST ALONG US HIGHWAY 90 ALTERNATE FROM THE
 AW5479'COUNTY COURTHOUSE IN RICHMOND, THENCE 1.8 KM (1.15 MI) WEST-SOUTHWEST
 AW5479'ALONG OLD RICHMOND ROAD AND THE SOUTHERN PACIFIC COMPANY RAILROAD, AT
 AW5479'AN ENTRANCE ROAD SOUTH TO A LARGE RADIO TOWER, 6.7 METERS (22.0 FT)
 AW5479'SOUTHEAST OF THE CENTERLINE OF THE OLD RICHMOND ROAD, 20.7 METERS
 AW5479'(68.0 FT) NORTHEAST OF THE CENTERLINE OF THE ENTRANCE ROAD, 8.2 METERS
 AW5479'(27.0 FT) SOUTHWEST OF A TELEPHONE JUNCTION BOX, 1.3 METERS (4.3 FT)
 AW5479'SOUTHWEST OF A POWER POLE, 0.79 METER (2.6 FT) NORTHWEST OF A SECURITY
 AW5479'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5479'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 AW5479'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW5479
 AW5479                          STATION RECOVERY (1993)
 AW5479
 AW5479'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5479'RECOVERED IN GOOD CONDITION.
 AW5479
 AW5479                          STATION RECOVERY (1999)
 AW5479
 AW5479'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5479'RECOVERED IN GOOD CONDITION.
 AW5479
 AW5479                          STATION RECOVERY (2004)
 AW5479
 AW5479'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5483 ***********************************************************************
 AW5483  DESIGNATION -  N 1505 X
 AW5483  PID         -  AW5483
 AW5483  STATE/COUNTY-  TX/FORT BEND
 AW5483  USGS QUAD   -  FULSHEAR (1980)
 AW5483
 AW5483                         *CURRENT SURVEY CONTROL
 AW5483  ___________________________________________________________________
 AW5483* NAD 83(1986)-  29 41 10.     (N)    095 55 09.     (W)     SCALED    
 AW5483* NAVD 88     -        33.375  (meters)     109.50   (feet)  ADJUSTED  
 AW5483  ___________________________________________________________________
 AW5483  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW5483  DYNAMIC HT  -          33.329 (meters)     109.35  (feet)  COMP
 AW5483  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 AW5483
 AW5483  VERT ORDER  -  FIRST     CLASS II
 AW5483
 AW5483.The horizontal coordinates were scaled from a topographic map and have
 AW5483.an estimated accuracy of +/- 6 seconds.
 AW5483
 AW5483.The orthometric height was determined by differential leveling
 AW5483.and adjusted by the National Geodetic Survey in June 1991..
 AW5483
 AW5483.The geoid height was determined by GEOID03.
 AW5483
 AW5483.The dynamic height is computed by dividing the NAVD 88
 AW5483.geopotential number by the normal gravity value computed on the
 AW5483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5483.degrees latitude (g = 980.6199 gals.).
 AW5483
 AW5483.The modeled gravity was interpolated from observed gravity values.
 AW5483
 AW5483;                    North         East    Units  Estimated Accuracy
 AW5483;SPC TXSC     - 4,209,270.      898,120.      MT  (+/- 180 meters Scaled)
 AW5483
 AW5483                          SUPERSEDED SURVEY CONTROL
 AW5483
 AW5483  NGVD 29 (12/23/87)   33.368  (m)          109.47   (f) ADJUSTED    1 2
 AW5483
 AW5483.Superseded values are not recommended for survey control.
 AW5483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5483.See file dsdata.txt to determine how the superseded data were derived.
 AW5483
 AW5483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN175875(NAD 83)
 AW5483_MARKER: I = METAL ROD
 AW5483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5483_SP_SET: STAINLESS STEEL ROD
 AW5483_STAMPING: N 1505 X 1987
 AW5483_MARK LOGO: NGS   
 AW5483_PROJECTION: FLUSH
 AW5483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5483_ROD/PIPE-DEPTH: 16.4 meters
 AW5483
 AW5483  HISTORY     - Date     Condition        Report By
 AW5483  HISTORY     - 1987     MONUMENTED       NGS
 AW5483  HISTORY     - 19950108 GOOD             USPSQD
 AW5483
 AW5483                          STATION DESCRIPTION
 AW5483
 AW5483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5483'2.3 KM (1.4 MI) WEST FROM FULSHEAR.
 AW5483'0.15 KM (0.1 MI) SOUTH ALONG FM ROAD 359 FROM THE POST OFFICE IN
 AW5483'FULSHEAR, THENCE 2.15 KM (1.34 MI) WEST ALONG FM ROAD 1093, IN THE
 AW5483'NORTHWEST CORNER OF THE T-JUNCTION OF A DIRT ROAD, 43.3 METERS (142
 AW5483'FT) NORTH OF THE CENTERLINE OF FM ROAD 1093, 15.2 METERS (50.0 FT)
 AW5483'NORTH OF THE NORTH RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD,
 AW5483'3.9 METERS (13.0 FT) WEST OF THE CENTER OF THE DIRT ROAD, 0.9 METER
 AW5483'(3.0 FT) SOUTH OF THE WEST POST OF A GATE.  NOTE--ACCESS TO DATUM
 AW5483'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5483'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5483'THE MARK IS 0.7 M ABOVE FM ROAD 1093.
 AW5483
 AW5483                          STATION RECOVERY (1995)
 AW5483
 AW5483'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5501 ***********************************************************************
 AW5501  DESIGNATION -  N 1506
 AW5501  PID         -  AW5501
 AW5501  STATE/COUNTY-  TX/WALLER
 AW5501  USGS QUAD   -  BROOKSHIRE (1980)
 AW5501
 AW5501                         *CURRENT SURVEY CONTROL
 AW5501  ___________________________________________________________________
 AW5501* NAD 83(1986)-  29 47 10.     (N)    095 55 15.     (W)     SCALED    
 AW5501* NAVD 88     -        48.657  (meters)     159.64   (feet)  ADJUSTED  
 AW5501  ___________________________________________________________________
 AW5501  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW5501  DYNAMIC HT  -          48.591 (meters)     159.42  (feet)  COMP
 AW5501  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 AW5501
 AW5501  VERT ORDER  -  FIRST     CLASS I
 AW5501
 AW5501.The horizontal coordinates were scaled from a topographic map and have
 AW5501.an estimated accuracy of +/- 6 seconds.
 AW5501
 AW5501.The orthometric height was determined by differential leveling
 AW5501.and adjusted by the National Geodetic Survey in June 1991..
 AW5501
 AW5501.The geoid height was determined by GEOID03.
 AW5501
 AW5501.The dynamic height is computed by dividing the NAVD 88
 AW5501.geopotential number by the normal gravity value computed on the
 AW5501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5501.degrees latitude (g = 980.6199 gals.).
 AW5501
 AW5501.The modeled gravity was interpolated from observed gravity values.
 AW5501
 AW5501;                    North         East    Units  Estimated Accuracy
 AW5501;SPC TXSC     - 4,220,340.      897,670.      MT  (+/- 180 meters Scaled)
 AW5501
 AW5501                          SUPERSEDED SURVEY CONTROL
 AW5501
 AW5501  NGVD 29 (12/23/87)   48.642  (m)          159.59   (f) ADJUSTED    1 1
 AW5501
 AW5501.Superseded values are not recommended for survey control.
 AW5501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5501.See file dsdata.txt to determine how the superseded data were derived.
 AW5501
 AW5501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN176986(NAD 83)
 AW5501_MARKER: I = METAL ROD
 AW5501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5501_SP_SET: STAINLESS STEEL ROD
 AW5501_STAMPING: N 1506 1987
 AW5501_MARK LOGO: NGS   
 AW5501_PROJECTION: FLUSH
 AW5501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5501+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 AW5501_ROD/PIPE-DEPTH: 7.3  meters
 AW5501
 AW5501  HISTORY     - Date     Condition        Report By
 AW5501  HISTORY     - 1987     MONUMENTED       NGS
 AW5501  HISTORY     - 20041012 GOOD             USPSQD
 AW5501
 AW5501                          STATION DESCRIPTION
 AW5501
 AW5501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5501'3.1 KM (1.9 MI) EAST FROM BROOKSHIRE.
 AW5501'3.1 KM (1.9 MI) EAST ALONG US HIGHWAY 90 FROM THE JUNCTION OF FM ROAD
 AW5501'359 SOUTH IN BROOKSHIRE, 14.8 METERS (48.6 FT) NORTH OF THE CENTERLINE
 AW5501'OF THE HIGHWAY, 15.2 METERS (50.0 FT) SOUTH OF THE SOUTH RAIL OF THE
 AW5501'MISSOURI-KANSAS-TEXAS RAILROAD, 13.7 METERS (45.0 FT) EAST OF THE
 AW5501'EXTENDED CENTERLINE OF WOODS ROAD SOUTH, 14.3 METERS (47.0 FT) WEST OF
 AW5501'THE CENTER OF A GRAVEL ROAD, 7.9 METERS (26.0 FT) WEST OF A STOP SIGN,
 AW5501'0.7 METERS (2.3 FT) EAST OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT
 AW5501'IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5501'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5501'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 AW5501
 AW5501                          STATION RECOVERY (2004)
 AW5501
 AW5501'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5501'WITNESS POST STILL HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5559 ***********************************************************************
 AW5559  DESIGNATION -  N 1509
 AW5559  PID         -  AW5559
 AW5559  STATE/COUNTY-  TX/HARRIS
 AW5559  USGS QUAD   -  PARK PLACE (1995)
 AW5559
 AW5559                         *CURRENT SURVEY CONTROL
 AW5559  ___________________________________________________________________
 AW5559* NAD 83(1986)-  29 44 17.     (N)    095 20 28.     (W)     SCALED    
 AW5559* NAVD 88     -        11.990  (meters)      39.34   (feet)  ADJUSTED  
 AW5559  ___________________________________________________________________
 AW5559  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW5559  DYNAMIC HT  -          11.974 (meters)      39.28  (feet)  COMP
 AW5559  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 AW5559
 AW5559  VERT ORDER  -  FIRST     CLASS II
 AW5559
 AW5559.The horizontal coordinates were scaled from a topographic map and have
 AW5559.an estimated accuracy of +/- 6 seconds.
 AW5559
 AW5559.The orthometric height was determined by differential leveling
 AW5559.and adjusted by the National Geodetic Survey in June 1991..
 AW5559
 AW5559.The geoid height was determined by GEOID03.
 AW5559
 AW5559.The dynamic height is computed by dividing the NAVD 88
 AW5559.geopotential number by the normal gravity value computed on the
 AW5559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5559.degrees latitude (g = 980.6199 gals.).
 AW5559
 AW5559.The modeled gravity was interpolated from observed gravity values.
 AW5559
 AW5559;                    North         East    Units  Estimated Accuracy
 AW5559;SPC TXSC     - 4,216,630.      953,860.      MT  (+/- 180 meters Scaled)
 AW5559
 AW5559                          SUPERSEDED SURVEY CONTROL
 AW5559
 AW5559  NGVD 29 (12/23/87)   11.986  (m)           39.32   (f) ADJUSTED    1 2
 AW5559
 AW5559.Superseded values are not recommended for survey control.
 AW5559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5559.See file dsdata.txt to determine how the superseded data were derived.
 AW5559
 AW5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN735920(NAD 83)
 AW5559_MARKER: I = METAL ROD
 AW5559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5559_SP_SET: STAINLESS STEEL ROD
 AW5559_STAMPING: N 1509 1986
 AW5559_MARK LOGO: NGS   
 AW5559_PROJECTION: FLUSH
 AW5559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5559+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW5559_ROD/PIPE-DEPTH: 11.6 meters
 AW5559
 AW5559  HISTORY     - Date     Condition        Report By
 AW5559  HISTORY     - 1986     MONUMENTED       NGS
 AW5559  HISTORY     - 19950624 GOOD             USPSQD
 AW5559  HISTORY     - 20040515 GOOD             USPSQD
 AW5559  HISTORY     - 20050705 GOOD             USPSQD
 AW5559
 AW5559                          STATION DESCRIPTION
 AW5559
 AW5559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5559'IN HOUSTON.
 AW5559'IN HOUSTON, AT THE INTERSECTION OF THE ATCHISON TOPEKA AND SANTA FE
 AW5559'RAILROAD AND LEELAND AVENUE, 48.8 M (160.1 FT) NORTHWEST OF THE
 AW5559'CENTERLINE OF THE WEST BOUND LANE OF THE AVENUE, 10.9 M (35.8 FT)
 AW5559'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE BUILDING, 9.2 M (30.2 FT)
 AW5559'SOUTHWEST OF THE NEAR RAIL, AND 1.4 M (4.6 FT) NORTHWEST OF A UTILITY
 AW5559'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5559'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AW5559'THE MARK IS 0.3 M BELOW THE TRACKS.
 AW5559
 AW5559                          STATION RECOVERY (1995)
 AW5559
 AW5559'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5559'RECOVERED IN GOOD CONDITION.
 AW5559
 AW5559                          STATION RECOVERY (2004)
 AW5559
 AW5559'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5559'A NEW TELEPHONE POLE HAS BEEN INSTALLED THE NEW DISTANCE IS 3.6 METERS
 AW5559'(11.9 FEET).
 AW5559
 AW5559                          STATION RECOVERY (2005)
 AW5559
 AW5559'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5559'FOUND BUT THE TELEPHONE POLE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0608 ***********************************************************************
 CS0608  DESIGNATION -  N 151
 CS0608  PID         -  CS0608
 CS0608  STATE/COUNTY-  TX/HENDERSON
 CS0608  USGS QUAD   -  MALAKOFF (1981)
 CS0608
 CS0608                         *CURRENT SURVEY CONTROL
 CS0608  ___________________________________________________________________
 CS0608* NAD 83(1986)-  32 08 39.     (N)    096 05 26.     (W)     SCALED    
 CS0608* NAVD 88     -        92.393  (meters)     303.13   (feet)  ADJUSTED  
 CS0608  ___________________________________________________________________
 CS0608  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0608  DYNAMIC HT  -          92.286 (meters)     302.77  (feet)  COMP
 CS0608  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 CS0608
 CS0608  VERT ORDER  -  SECOND    CLASS 0
 CS0608
 CS0608.The horizontal coordinates were scaled from a topographic map and have
 CS0608.an estimated accuracy of +/- 6 seconds.
 CS0608
 CS0608.The orthometric height was determined by differential leveling
 CS0608.and adjusted by the National Geodetic Survey in June 1991..
 CS0608.WARNING-Repeat measurements at this control monument indicate possible
 CS0608.vertical movement.
 CS0608
 CS0608.The geoid height was determined by GEOID03.
 CS0608
 CS0608.The dynamic height is computed by dividing the NAVD 88
 CS0608.geopotential number by the normal gravity value computed on the
 CS0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0608.degrees latitude (g = 980.6199 gals.).
 CS0608
 CS0608.The modeled gravity was interpolated from observed gravity values.
 CS0608
 CS0608;                    North         East    Units  Estimated Accuracy
 CS0608;SPC TXNC     - 2,055,560.      827,300.      MT  (+/- 180 meters Scaled)
 CS0608
 CS0608                          SUPERSEDED SURVEY CONTROL
 CS0608
 CS0608  NGVD 29 (??/??/92)   92.394  (m)          303.13   (f) ADJ UNCH    2 0
 CS0608
 CS0608.Superseded values are not recommended for survey control.
 CS0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0608.See file dsdata.txt to determine how the superseded data were derived.
 CS0608
 CS0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA744601(NAD 83)
 CS0608_MARKER: DB = BENCH MARK DISK
 CS0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0608_STAMPING: N 151 1933 303.024
 CS0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0608+STABILITY: SURFACE MOTION
 CS0608
 CS0608  HISTORY     - Date     Condition        Report By
 CS0608  HISTORY     - 1933     MONUMENTED       CGS
 CS0608  HISTORY     - 1947     GOOD             NGS
 CS0608  HISTORY     - 1960     POOR             TXHD
 CS0608  HISTORY     - 19950909 POOR             USPSQD
 CS0608
 CS0608                          STATION DESCRIPTION
 CS0608
 CS0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0608'IN TRINIDAD.
 CS0608'AT TRINIDAD, 79.6 FEET EAST OF THE SOUTHEAST CORNER OF THE ST. LOUIS
 CS0608'SOUTHWESTERN RAILWAY STATION, 47.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 CS0608'MAIN TRACK, 3.3 FEET NORTHWEST OF A TELEPHONE POLE, 2.5 FEET EAST OF A
 CS0608'REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE TRACK
 CS0608'AND PROJECTING 0.4 FOOT.
 CS0608
 CS0608                          STATION RECOVERY (1960)
 CS0608
 CS0608'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1960
 CS0608'MARK RECOVERED IN POOR CONDITION.
 CS0608
 CS0608                          STATION RECOVERY (1995)
 CS0608
 CS0608'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0608'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2004 ***********************************************************************
 BL2004  DESIGNATION -  N 1510
 BL2004  PID         -  BL2004
 BL2004  STATE/COUNTY-  TX/HARRIS
 BL2004  USGS QUAD   -  OKLAHOMA (1979)
 BL2004
 BL2004                         *CURRENT SURVEY CONTROL
 BL2004  ___________________________________________________________________
 BL2004* NAD 83(1986)-  30 08 05.     (N)    095 37 05.     (W)     SCALED    
 BL2004* NAVD 88     -        47.609  (meters)     156.20   (feet)  ADJUSTED  
 BL2004  ___________________________________________________________________
 BL2004  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL2004  DYNAMIC HT  -          47.544 (meters)     155.98  (feet)  COMP
 BL2004  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 BL2004
 BL2004  VERT ORDER  -  FIRST     CLASS II
 BL2004
 BL2004.The horizontal coordinates were scaled from a topographic map and have
 BL2004.an estimated accuracy of +/- 6 seconds.
 BL2004
 BL2004.The orthometric height was determined by differential leveling
 BL2004.and adjusted by the National Geodetic Survey in June 1991..
 BL2004
 BL2004.The geoid height was determined by GEOID03.
 BL2004
 BL2004.The dynamic height is computed by dividing the NAVD 88
 BL2004.geopotential number by the normal gravity value computed on the
 BL2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2004.degrees latitude (g = 980.6199 gals.).
 BL2004
 BL2004.The modeled gravity was interpolated from observed gravity values.
 BL2004
 BL2004;                    North         East    Units  Estimated Accuracy
 BL2004;SPC TXSC     - 4,259,770.      925,810.      MT  (+/- 180 meters Scaled)
 BL2004
 BL2004                          SUPERSEDED SURVEY CONTROL
 BL2004
 BL2004  NGVD 29 (12/23/87)   47.605  (m)          156.18   (f) ADJUSTED    1 2
 BL2004
 BL2004.Superseded values are not recommended for survey control.
 BL2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2004.See file dsdata.txt to determine how the superseded data were derived.
 BL2004
 BL2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP477366(NAD 83)
 BL2004_MARKER: DB = BENCH MARK DISK
 BL2004_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL2004_SP_SET: BRIDGE ABUTMENT
 BL2004_STAMPING: N 1510 1987
 BL2004_MARK LOGO: NGS   
 BL2004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2004
 BL2004  HISTORY     - Date     Condition        Report By
 BL2004  HISTORY     - 1987     MONUMENTED       NGS
 BL2004
 BL2004                          STATION DESCRIPTION
 BL2004
 BL2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2004'2.4 KM (1.5 MI) NW FROM HUFSMITH.
 BL2004'2.4 KM (1.5 MI) NORTHWESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL2004'ITS JUNCTION WITH STANOLIND ROAD IN HUFSMITH, IN TOP OF AND 1.7 M
 BL2004'(5.6 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 BL2004'ABUTMENT OF A RAILROAD BRIDGE SPANNING SPRING CREEK, AND 2.0 M (6.6
 BL2004'FT) NORTHEAST OF THE NEAR RAIL.
 BL2004'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1986 ***********************************************************************
 BL1986  DESIGNATION -  N 1511
 BL1986  PID         -  BL1986
 BL1986  STATE/COUNTY-  TX/HARRIS
 BL1986  USGS QUAD   -  ROSE HILL (1980)
 BL1986
 BL1986                         *CURRENT SURVEY CONTROL
 BL1986  ___________________________________________________________________
 BL1986* NAD 83(1986)-  30 02 40.     (N)    095 39 37.     (W)     SCALED    
 BL1986* NAVD 88     -        49.390  (meters)     162.04   (feet)  ADJUSTED  
 BL1986  ___________________________________________________________________
 BL1986  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1986  DYNAMIC HT  -          49.323 (meters)     161.82  (feet)  COMP
 BL1986  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 BL1986
 BL1986  VERT ORDER  -  FIRST     CLASS II
 BL1986
 BL1986.The horizontal coordinates were scaled from a topographic map and have
 BL1986.an estimated accuracy of +/- 6 seconds.
 BL1986
 BL1986.The orthometric height was determined by differential leveling
 BL1986.and adjusted by the National Geodetic Survey in June 1991..
 BL1986
 BL1986.The geoid height was determined by GEOID03.
 BL1986
 BL1986.The dynamic height is computed by dividing the NAVD 88
 BL1986.geopotential number by the normal gravity value computed on the
 BL1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1986.degrees latitude (g = 980.6199 gals.).
 BL1986
 BL1986.The modeled gravity was interpolated from observed gravity values.
 BL1986
 BL1986;                    North         East    Units  Estimated Accuracy
 BL1986;SPC TXSC     - 4,249,650.      922,030.      MT  (+/- 180 meters Scaled)
 BL1986
 BL1986                          SUPERSEDED SURVEY CONTROL
 BL1986
 BL1986  NGVD 29 (12/23/87)   49.384  (m)          162.02   (f) ADJUSTED    1 2
 BL1986
 BL1986.Superseded values are not recommended for survey control.
 BL1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1986.See file dsdata.txt to determine how the superseded data were derived.
 BL1986
 BL1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP434266(NAD 83)
 BL1986_MARKER: I = METAL ROD
 BL1986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1986_SP_SET: STAINLESS STEEL ROD
 BL1986_STAMPING: N 1511 1987
 BL1986_MARK LOGO: NGS   
 BL1986_PROJECTION: FLUSH
 BL1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1986+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1986_ROD/PIPE-DEPTH: 9.1  meters
 BL1986
 BL1986  HISTORY     - Date     Condition        Report By
 BL1986  HISTORY     - 1987     MONUMENTED       NGS
 BL1986  HISTORY     - 19931106 GOOD             USPSQD
 BL1986  HISTORY     - 20050108 GOOD             USPSQD
 BL1986
 BL1986                          STATION DESCRIPTION
 BL1986
 BL1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL1986'9.6 KM (5.95 MI) SW FROM TOMBALL.
 BL1986'5.5 KM (3.4 MI) WESTERLY ALONG FARM ROAD 2920 FROM ITS JUNCTION WITH
 BL1986'THE BURLINGTON NORTHERN RAILROAD IN TOMBALL, THENCE 4.1 KM (2.55 MI)
 BL1986'SOUTHERLY ALONG TELGE ROAD, 27.1 M (88.9 FT) EAST OF A FENCE, 21.8 M
 BL1986'(71.5 FT) WEST OF THE CENTERLINE OF THE ROAD, 12.9 M (42.3 FT) NORTH
 BL1986'OF THE CENTER OF A DRIVEWAY LEADING WEST TO 18635 TELGE ROAD (SAND
 BL1986'BLAST AND PAINT BUILDING AND OFFICE), 9.9 M (32.5 FT) SOUTH OF THE
 BL1986'SOUTHEAST CORNER OF A CONCRETE HELIPORT, 9.7 M (31.8 FT) WEST OF A
 BL1986'FENCE CORNER, AND 0.2 M (0.7 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO
 BL1986'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL1986'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL1986
 BL1986                          STATION RECOVERY (1993)
 BL1986
 BL1986'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1986'RECOVERED IN GOOD CONDITION.
 BL1986
 BL1986                          STATION RECOVERY (2005)
 BL1986
 BL1986'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2026 ***********************************************************************
 BL2026  DESIGNATION -  N 1512
 BL2026  PID         -  BL2026
 BL2026  STATE/COUNTY-  TX/HARRIS
 BL2026  USGS QUAD   -  MOONSHINE HILL (1980)
 BL2026
 BL2026                         *CURRENT SURVEY CONTROL
 BL2026  ___________________________________________________________________
 BL2026* NAD 83(1986)-  30 00 32.     (N)    095 08 35.     (W)     SCALED    
 BL2026* NAVD 88     -        19.653  (meters)      64.48   (feet)  ADJUSTED  
 BL2026  ___________________________________________________________________
 BL2026  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2026  DYNAMIC HT  -          19.627 (meters)      64.39  (feet)  COMP
 BL2026  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 BL2026
 BL2026  VERT ORDER  -  FIRST     CLASS II
 BL2026
 BL2026.The horizontal coordinates were scaled from a topographic map and have
 BL2026.an estimated accuracy of +/- 6 seconds.
 BL2026
 BL2026.The orthometric height was determined by differential leveling
 BL2026.and adjusted by the National Geodetic Survey in June 1991..
 BL2026
 BL2026.The geoid height was determined by GEOID03.
 BL2026
 BL2026.The dynamic height is computed by dividing the NAVD 88
 BL2026.geopotential number by the normal gravity value computed on the
 BL2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2026.degrees latitude (g = 980.6199 gals.).
 BL2026
 BL2026.The modeled gravity was interpolated from observed gravity values.
 BL2026
 BL2026;                    North         East    Units  Estimated Accuracy
 BL2026;SPC TXSC     - 4,247,250.      972,020.      MT  (+/- 180 meters Scaled)
 BL2026
 BL2026                          SUPERSEDED SURVEY CONTROL
 BL2026
 BL2026  NGVD 29 (12/23/87)   19.652  (m)           64.47   (f) ADJUSTED    1 2
 BL2026
 BL2026.Superseded values are not recommended for survey control.
 BL2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2026.See file dsdata.txt to determine how the superseded data were derived.
 BL2026
 BL2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP933217(NAD 83)
 BL2026_MARKER: I = METAL ROD
 BL2026_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2026_SP_SET: STAINLESS STEEL ROD
 BL2026_STAMPING: N 1512 1987
 BL2026_MARK LOGO: NGS   
 BL2026_PROJECTION: FLUSH
 BL2026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2026+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL2026_ROD/PIPE-DEPTH: 6.7  meters
 BL2026
 BL2026  HISTORY     - Date     Condition        Report By
 BL2026  HISTORY     - 1987     MONUMENTED       NGS
 BL2026  HISTORY     - 20040316 GOOD             USPSQD
 BL2026
 BL2026                          STATION DESCRIPTION
 BL2026
 BL2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2026'8.0 KM (5.0 MI) WEST FROM HUFFMAN.
 BL2026'8.0 KM (4.95 MI) WESTERLY ALONG FARM ROAD 1960 FROM ITS JUNCTION WITH
 BL2026'FARM ROAD 2100 IN HUFFMAN, 16.1 M (52.8 FT) NORTHEAST OF THE CENTER OF
 BL2026'THE NORTHWEST BOUND LANES OF ATASCOCITA SHORES ROAD, 11.2 M (36.7 FT)
 BL2026'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE ROAD, 1.3 M
 BL2026'(4.3 FT) SOUTHWEST OF THE NORTHEAST END OF A WOOD FENCE, AND 0.3 M
 BL2026'(1.0 FT) NORTHWEST OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 BL2026'THROUGH A 5-INCH LOGO CAP.
 BL2026'THE MARK IS 0.3 M BELOW THE ROAD.
 BL2026
 BL2026                          STATION RECOVERY (2004)
 BL2026
 BL2026'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2573 ***********************************************************************
 AX2573  DESIGNATION -  N 1515
 AX2573  PID         -  AX2573
 AX2573  STATE/COUNTY-  TX/JACKSON
 AX2573  USGS QUAD   -  GANADO (1981)
 AX2573
 AX2573                         *CURRENT SURVEY CONTROL
 AX2573  ___________________________________________________________________
 AX2573* NAD 83(1986)-  29 03 00.     (N)    096 30 09.     (W)     SCALED    
 AX2573* NAVD 88     -        19.381  (meters)      63.59   (feet)  ADJUSTED  
 AX2573  ___________________________________________________________________
 AX2573  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2573  DYNAMIC HT  -          19.353 (meters)      63.49  (feet)  COMP
 AX2573  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 AX2573
 AX2573  VERT ORDER  -  FIRST     CLASS I
 AX2573
 AX2573.The horizontal coordinates were scaled from a topographic map and have
 AX2573.an estimated accuracy of +/- 6 seconds.
 AX2573
 AX2573.The orthometric height was determined by differential leveling
 AX2573.and adjusted by the National Geodetic Survey in June 1991..
 AX2573
 AX2573.The geoid height was determined by GEOID03.
 AX2573
 AX2573.The dynamic height is computed by dividing the NAVD 88
 AX2573.geopotential number by the normal gravity value computed on the
 AX2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2573.degrees latitude (g = 980.6199 gals.).
 AX2573
 AX2573.The modeled gravity was interpolated from observed gravity values.
 AX2573
 AX2573;                    North         East    Units  Estimated Accuracy
 AX2573;SPC TXSC     - 4,137,440.      843,190.      MT  (+/- 180 meters Scaled)
 AX2573
 AX2573                          SUPERSEDED SURVEY CONTROL
 AX2573
 AX2573  NGVD 29 (12/23/87)   19.390  (m)           63.62   (f) ADJUSTED    1 1
 AX2573
 AX2573.Superseded values are not recommended for survey control.
 AX2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2573.See file dsdata.txt to determine how the superseded data were derived.
 AX2573
 AX2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT431161(NAD 83)
 AX2573_MARKER: I = METAL ROD
 AX2573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2573_SP_SET: STAINLESS STEEL ROD
 AX2573_STAMPING: N 1515 1987
 AX2573_MARK LOGO: NGS   
 AX2573_PROJECTION: FLUSH
 AX2573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2573_ROD/PIPE-DEPTH: 6.1  meters
 AX2573
 AX2573  HISTORY     - Date     Condition        Report By
 AX2573  HISTORY     - 1987     MONUMENTED       NGS
 AX2573  HISTORY     - 19980725 GOOD             USPSQD
 AX2573
 AX2573                          STATION DESCRIPTION
 AX2573
 AX2573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2573'1.5 KM (0.95 MI) NE FROM GANADO.
 AX2573'1.48 KM (0.92 MI) NORTHEAST ALONG HIGHWAY LOOP 522 FROM THE JUNCTION
 AX2573'OF STATE HIGHWAY 172 IN GANADO, 28.3 METERS (93.0 FT) NORTHWEST OF THE
 AX2573'CENTERLINE OF THE HIGHWAY, 19.5 METERS (64.0 FT) WEST OF THE
 AX2573'CENTERLINE OF AIRPORT ROAD, 37.5 METERS (123 FT) SOUTH OF THE
 AX2573'CENTERLINE OF AN OFF-RAMP FOR US HIGHWAY 59 NORTHBOUND, 7.0 METERS
 AX2573'(23.0 FT) SOUTHWEST OF A POWER POLE, 0.9 METER (3.0 FT) EAST OF A
 AX2573'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2573'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 AX2573'THE MARK IS 0.4 M BELOW AIRPORT ROAD.
 AX2573
 AX2573                          STATION RECOVERY (1998)
 AX2573
 AX2573'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3148 ***********************************************************************
 AA3148  DESIGNATION -  N 1516
 AA3148  PID         -  AA3148
 AA3148  STATE/COUNTY-  TX/HARRIS
 AA3148  USGS QUAD   -  HUMBLE (1995)
 AA3148
 AA3148                         *CURRENT SURVEY CONTROL
 AA3148  ___________________________________________________________________
 AA3148* NAD 83(1986)-  29 55 49.     (N)    095 19 52.     (W)     SCALED    
 AA3148* NAVD 88     -        22.645  (meters)      74.29   (feet)  ADJUSTED  
 AA3148  ___________________________________________________________________
 AA3148  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AA3148  DYNAMIC HT  -          22.614 (meters)      74.19  (feet)  COMP
 AA3148  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 AA3148
 AA3148  VERT ORDER  -  FIRST     CLASS II
 AA3148
 AA3148.The horizontal coordinates were scaled from a topographic map and have
 AA3148.an estimated accuracy of +/- 6 seconds.
 AA3148
 AA3148.The orthometric height was determined by differential leveling
 AA3148.and adjusted by the National Geodetic Survey in July 2002..
 AA3148
 AA3148.The geoid height was determined by GEOID03.
 AA3148
 AA3148.The dynamic height is computed by dividing the NAVD 88
 AA3148.geopotential number by the normal gravity value computed on the
 AA3148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3148.degrees latitude (g = 980.6199 gals.).
 AA3148
 AA3148.The modeled gravity was interpolated from observed gravity values.
 AA3148
 AA3148;                    North         East    Units  Estimated Accuracy
 AA3148;SPC TXSC     - 4,237,960.      954,160.      MT  (+/- 180 meters Scaled)
 AA3148
 AA3148                          SUPERSEDED SURVEY CONTROL
 AA3148
 AA3148  NAVD 88 (04/12/01)   22.870  (m)           75.03   (f) UNKNOWN     1 2
 AA3148
 AA3148.Superseded values are not recommended for survey control.
 AA3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3148.See file dsdata.txt to determine how the superseded data were derived.
 AA3148
 AA3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP749133(NAD 83)
 AA3148_MARKER: I = METAL ROD
 AA3148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA3148_STAMPING: N 1516 1994
 AA3148_MARK LOGO: NGS   
 AA3148_PROJECTION: FLUSH
 AA3148_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3148+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AA3148_ROD/PIPE-DEPTH: 9.2  meters
 AA3148
 AA3148  HISTORY     - Date     Condition        Report By
 AA3148  HISTORY     - 1994     MONUMENTED       NGS
 AA3148  HISTORY     - 19960204 GOOD             NGS
 AA3148  HISTORY     - 20051015 GOOD             USPSQD
 AA3148
 AA3148                          STATION DESCRIPTION
 AA3148
 AA3148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3148'IN HOUSTON, AT THE INTERSECTION OF JOHN F.  KENNEDY BOULEVARD AND
 AA3148'ALDINE BENDER ROAD, 39.2 M (128.6 FT) EAST OF THE CENTERLINE OF THE
 AA3148'NORTHBOUND LANES OF THE BOULEVARD, 34.9 M (114.5 FT) SOUTH OF THE
 AA3148'CENTER OF THE EASTBOUND LANES OF THE ROAD, 27.4 M (89.9 FT) SOUTH OF A
 AA3148'UTILITY POLE, 8.0 M (26.2 FT) EAST OF A FENCE CORNER, 0.3 M (1.0 FT)
 AA3148'ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 AA3148'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AA3148'LOGO CAP.
 AA3148
 AA3148                          STATION RECOVERY (1996)
 AA3148
 AA3148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA3148'IN HUMBLE, AT THE INTERSECTION OF ALDINE ROAD AND JOHN F.  KENNEDY
 AA3148'BOULEVARD, 39.2 M (128.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AA3148'LANES OF THE BOULEVARD, 34.9 M (114.5 FT) SOUTH OF THE CENTERLINE OF
 AA3148'THE EASTBOUND LANES OF THE ROAD, 27.4 M (89.9 FT) SOUTH OF A UTILITY
 AA3148'POLE, 8.0 M (26.2 FT) EAST OF A FENCE CORNER, 0.3 M (1.0 FT) ABOVE THE
 AA3148'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 AA3148'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA3148
 AA3148                          STATION RECOVERY (2005)
 AA3148
 AA3148'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AA3148'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0771 ***********************************************************************
 CE0771  DESIGNATION -  N 1517
 CE0771  PID         -  CE0771
 CE0771  STATE/COUNTY-  TX/EL PASO
 CE0771  USGS QUAD   -  YSLETA (1994)
 CE0771
 CE0771                         *CURRENT SURVEY CONTROL
 CE0771  ___________________________________________________________________
 CE0771* NAD 83(1986)-  31 40 21.     (N)    106 20 17.     (W)     SCALED    
 CE0771* NAVD 88     -      1118.324  (meters)    3669.03   (feet)  ADJUSTED  
 CE0771  ___________________________________________________________________
 CE0771  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CE0771  DYNAMIC HT  -        1116.615 (meters)    3663.43  (feet)  COMP
 CE0771  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 CE0771
 CE0771  VERT ORDER  -  FIRST     CLASS I
 CE0771
 CE0771.The horizontal coordinates were scaled from a topographic map and have
 CE0771.an estimated accuracy of +/- 6 seconds.
 CE0771
 CE0771.The orthometric height was determined by differential leveling
 CE0771.and adjusted by the National Geodetic Survey in November 1996..
 CE0771
 CE0771.The geoid height was determined by GEOID03.
 CE0771
 CE0771.The dynamic height is computed by dividing the NAVD 88
 CE0771.geopotential number by the normal gravity value computed on the
 CE0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0771.degrees latitude (g = 980.6199 gals.).
 CE0771
 CE0771.The modeled gravity was interpolated from observed gravity values.
 CE0771
 CE0771;                    North         East    Units  Estimated Accuracy
 CE0771;SPC TX C     - 3,237,730.      130,890.      MT  (+/- 180 meters Scaled)
 CE0771
 CE0771                          SUPERSEDED SURVEY CONTROL
 CE0771
 CE0771.No superseded survey control is available for this station.
 CE0771
 CE0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR731049(NAD 83)
 CE0771_MARKER: I = METAL ROD
 CE0771_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CE0771_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CE0771_STAMPING: N 1517 1993
 CE0771_MARK LOGO: NGS   
 CE0771_PROJECTION: RECESSED 5 CENTIMETERS
 CE0771_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0771+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0771_ROD/PIPE-DEPTH: 22.5 meters
 CE0771_SLEEVE-DEPTH  : 0.9 meters
 CE0771
 CE0771  HISTORY     - Date     Condition        Report By
 CE0771  HISTORY     - 1993     MONUMENTED       NGS
 CE0771
 CE0771                          STATION DESCRIPTION
 CE0771
 CE0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0771'19.9 KM (12.35 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0771'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0771'EL PASO, 160.0 M (524.9 FT) NORTH OF THE NORTH FACE OF THE MOST
 CE0771'NORTHERLY OF 4 CONCRETE COLUMNS OF THE FIRST PIER WEST OF THE EAST
 CE0771'ABUTMENT OF THE WESTBOUND ZARAGOSA INTERNATIONAL BRIDGE, 29.8 M
 CE0771'(97.8 FT) WEST OF THE ROAD CENTER, 1.7 M (5.6 FT) BELOW THE LEVEL OF
 CE0771'THE ROAD, 1.0 M (3.3 FT) WEST OF A SIGN (THIS AREA IS SUBJECT TO
 CE0771'FLOODING), AND 0.8 M (2.6 FT) EAST OF A 4 BY 4-INCH WOODEN POST.
 CE0771'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 CE0771'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8438 ***********************************************************************
 AC8438  DESIGNATION -  N 1518
 AC8438  PID         -  AC8438
 AC8438  STATE/COUNTY-  TX/NUECES
 AC8438  USGS QUAD   -  PORT ARANSAS (1975)
 AC8438
 AC8438                         *CURRENT SURVEY CONTROL
 AC8438  ___________________________________________________________________
 AC8438* NAD 83(1986)-  27 49 41.     (N)    097 04 06.     (W)     SCALED    
 AC8438* NAVD 88     -         1.586  (meters)       5.20   (feet)  ADJUSTED  
 AC8438  ___________________________________________________________________
 AC8438  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AC8438  DYNAMIC HT  -           1.584 (meters)       5.20  (feet)  COMP
 AC8438  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 AC8438
 AC8438  VERT ORDER  -  FIRST     CLASS II
 AC8438
 AC8438.The horizontal coordinates were scaled from a topographic map and have
 AC8438.an estimated accuracy of +/- 6 seconds.
 AC8438
 AC8438.The orthometric height was determined by differential leveling
 AC8438.and adjusted by the National Geodetic Survey in December 1997..
 AC8438
 AC8438.The geoid height was determined by GEOID03.
 AC8438
 AC8438.The dynamic height is computed by dividing the NAVD 88
 AC8438.geopotential number by the normal gravity value computed on the
 AC8438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8438.degrees latitude (g = 980.6199 gals.).
 AC8438
 AC8438.The modeled gravity was interpolated from observed gravity values.
 AC8438
 AC8438;                    North         East    Units  Estimated Accuracy
 AC8438;SPC TX S     - 5,240,270.      441,040.      MT  (+/- 180 meters Scaled)
 AC8438
 AC8438                          SUPERSEDED SURVEY CONTROL
 AC8438
 AC8438.No superseded survey control is available for this station.
 AC8438
 AC8438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR902796(NAD 83)
 AC8438_MARKER: I = METAL ROD
 AC8438_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8438_STAMPING: N 1518 1996
 AC8438_MARK LOGO: NGS   
 AC8438_PROJECTION: FLUSH
 AC8438_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8438+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8438_ROD/PIPE-DEPTH: 20.7 meters
 AC8438_SLEEVE-DEPTH  : 0.9 meters
 AC8438
 AC8438  HISTORY     - Date     Condition        Report By
 AC8438  HISTORY     - 1996     MONUMENTED       NGS
 AC8438  HISTORY     - 20050820 GOOD             USPSQD
 AC8438
 AC8438                          STATION DESCRIPTION
 AC8438
 AC8438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8438'0.2 KM (0.10 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8438'FROM THE POST OFFICE IN PORT ARANSAS, 57.4 M (188.3 FT) SOUTHWEST OF
 AC8438'THE CENTER OF AVENUE G, 17.4 M (57.1 FT) NORTHWEST OF THE HIGHWAY
 AC8438'CENTER, 5.1 M (16.7 FT) NORTHEAST OF THE NORTHEAST ENTRANCE DRIVEWAYS
 AC8438'TO JAYS SEAFOOD RESTAURANT PARKING LOT, 1.6 M (5.2 FT) NORTHEAST OF A
 AC8438'UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 AC8438'(1.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 AC8438'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC8438'SPECIFICATIONS FOR A CLASS A MARK.
 AC8438
 AC8438                          STATION RECOVERY (2005)
 AC8438
 AC8438'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8401 ***********************************************************************
 AC8401  DESIGNATION -  N 1519
 AC8401  PID         -  AC8401
 AC8401  STATE/COUNTY-  TX/SAN PATRICIO
 AC8401  USGS QUAD   -  ARANSAS PASS (1975)
 AC8401
 AC8401                         *CURRENT SURVEY CONTROL
 AC8401  ___________________________________________________________________
 AC8401* NAD 83(1986)-  27 53 16.     (N)    097 09 32.     (W)     SCALED    
 AC8401* NAVD 88     -         2.076  (meters)       6.81   (feet)  ADJUSTED  
 AC8401  ___________________________________________________________________
 AC8401  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AC8401  DYNAMIC HT  -           2.073 (meters)       6.80  (feet)  COMP
 AC8401  MODELED GRAV-     979,142.7   (mgal)                       NAVD 88
 AC8401
 AC8401  VERT ORDER  -  FIRST     CLASS II
 AC8401
 AC8401.The horizontal coordinates were scaled from a topographic map and have
 AC8401.an estimated accuracy of +/- 6 seconds.
 AC8401
 AC8401.The orthometric height was determined by differential leveling
 AC8401.and adjusted by the National Geodetic Survey in December 1997..
 AC8401
 AC8401.The geoid height was determined by GEOID03.
 AC8401
 AC8401.The dynamic height is computed by dividing the NAVD 88
 AC8401.geopotential number by the normal gravity value computed on the
 AC8401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8401.degrees latitude (g = 980.6199 gals.).
 AC8401
 AC8401.The modeled gravity was interpolated from observed gravity values.
 AC8401
 AC8401;                    North         East    Units  Estimated Accuracy
 AC8401;SPC TX S     - 5,246,790.      432,050.      MT  (+/- 180 meters Scaled)
 AC8401
 AC8401                          SUPERSEDED SURVEY CONTROL
 AC8401
 AC8401.No superseded survey control is available for this station.
 AC8401
 AC8401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR812861(NAD 83)
 AC8401_MARKER: I = METAL ROD
 AC8401_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8401_STAMPING: N 1519 1997
 AC8401_MARK LOGO: NGS   
 AC8401_PROJECTION: FLUSH
 AC8401_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8401+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8401_ROD/PIPE-DEPTH: 12.6 meters
 AC8401_SLEEVE-DEPTH  : 0.9 meters
 AC8401
 AC8401  HISTORY     - Date     Condition        Report By
 AC8401  HISTORY     - 1997     MONUMENTED       NGS
 AC8401
 AC8401                          STATION DESCRIPTION
 AC8401
 AC8401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8401'IN ARANSAS PASS, AT THE INTERSECTION OF JOHNSON AVENUE AND STATE
 AC8401'HIGHWAY 361 (COMMERCIAL STREET) , 16.8 M (55.1 FT) SOUTHEAST OF THE
 AC8401'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.3 M (33.8 FT)
 AC8401'SOUTHWEST OF THE AVENUE CENTER, 6.5 M (21.3 FT) SOUTHEAST OF A UTILITY
 AC8401'POLE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AC8401'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AC8401'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC8401'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8505 ***********************************************************************
 AC8505  DESIGNATION -  N 1520
 AC8505  PID         -  AC8505
 AC8505  STATE/COUNTY-  TX/NUECES
 AC8505  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8505
 AC8505                         *CURRENT SURVEY CONTROL
 AC8505  ___________________________________________________________________
 AC8505* NAD 83(1986)-  27 46 15.     (N)    097 24 55.     (W)     SCALED    
 AC8505* NAVD 88     -        12.909  (meters)      42.35   (feet)  ADJUSTED  
 AC8505  ___________________________________________________________________
 AC8505  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AC8505  DYNAMIC HT  -          12.890 (meters)      42.29  (feet)  COMP
 AC8505  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 AC8505
 AC8505  VERT ORDER  -  FIRST     CLASS II
 AC8505
 AC8505.The horizontal coordinates were scaled from a topographic map and have
 AC8505.an estimated accuracy of +/- 6 seconds.
 AC8505
 AC8505.The orthometric height was determined by differential leveling
 AC8505.and adjusted by the National Geodetic Survey in December 1997..
 AC8505
 AC8505.The geoid height was determined by GEOID03.
 AC8505
 AC8505.The dynamic height is computed by dividing the NAVD 88
 AC8505.geopotential number by the normal gravity value computed on the
 AC8505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8505.degrees latitude (g = 980.6199 gals.).
 AC8505
 AC8505.The modeled gravity was interpolated from observed gravity values.
 AC8505
 AC8505;                    North         East    Units  Estimated Accuracy
 AC8505;SPC TX S     - 5,233,590.      406,920.      MT  (+/- 180 meters Scaled)
 AC8505
 AC8505                          SUPERSEDED SURVEY CONTROL
 AC8505
 AC8505.No superseded survey control is available for this station.
 AC8505
 AC8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR561728(NAD 83)
 AC8505_MARKER: DV = VERTICAL CONTROL DISK
 AC8505_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8505_SP_SET: PIER
 AC8505_STAMPING: N 1520 1997
 AC8505_MARK LOGO: NGS   
 AC8505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8505+STABILITY: POSITION/ELEVATION WELL
 AC8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8505+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8505
 AC8505  HISTORY     - Date     Condition        Report By
 AC8505  HISTORY     - 1997     MONUMENTED       NGS
 AC8505
 AC8505                          STATION DESCRIPTION
 AC8505
 AC8505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8505'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 286 AND
 AC8505'BALDWIN BOULEVARD, SET VERTICALLY IN THE EAST FACE OF THE MOST
 AC8505'EASTERLY OF 3 CONCRETE COLUMNS OF THE 1ST PIER NORTH OF THE SOUTH
 AC8505'ABUTMENT OF THE NORTHBOUND HIGHWAY OVERPASS OF THE BOULEVARD, 9.1 M
 AC8505'(29.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AC8505'BOULEVARD, 6.8 M (22.3 FT) EAST OF THE HIGHWAY CENTER, AND 1.3 M (4.3
 AC8505'FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0165 ***********************************************************************
 DN0165  DESIGNATION -  N 153
 DN0165  PID         -  DN0165
 DN0165  STATE/COUNTY-  TX/HUNT
 DN0165  USGS QUAD   -  GREENVILLE SE (1962)
 DN0165
 DN0165                         *CURRENT SURVEY CONTROL
 DN0165  ___________________________________________________________________
 DN0165* NAD 83(1986)-  33 06 28.     (N)    096 05 54.     (W)     SCALED    
 DN0165* NAVD 88     -       161.428  (meters)     529.62   (feet)  ADJUSTED  
 DN0165  ___________________________________________________________________
 DN0165  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DN0165  DYNAMIC HT  -         161.252 (meters)     529.04  (feet)  COMP
 DN0165  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 DN0165
 DN0165  VERT ORDER  -  SECOND    CLASS 0
 DN0165
 DN0165.The horizontal coordinates were scaled from a topographic map and have
 DN0165.an estimated accuracy of +/- 6 seconds.
 DN0165
 DN0165.The orthometric height was determined by differential leveling
 DN0165.and adjusted by the National Geodetic Survey in June 1991..
 DN0165
 DN0165.The geoid height was determined by GEOID03.
 DN0165
 DN0165.The dynamic height is computed by dividing the NAVD 88
 DN0165.geopotential number by the normal gravity value computed on the
 DN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0165.degrees latitude (g = 980.6199 gals.).
 DN0165
 DN0165.The modeled gravity was interpolated from observed gravity values.
 DN0165
 DN0165;                    North         East    Units  Estimated Accuracy
 DN0165;SPC TXNC     - 2,162,370.      824,120.      MT  (+/- 180 meters Scaled)
 DN0165
 DN0165                          SUPERSEDED SURVEY CONTROL
 DN0165
 DN0165  NGVD 29 (??/??/92)  161.416  (m)          529.58   (f) ADJ UNCH    2 0
 DN0165
 DN0165.Superseded values are not recommended for survey control.
 DN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0165.See file dsdata.txt to determine how the superseded data were derived.
 DN0165
 DN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB707669(NAD 83)
 DN0165_MARKER: DB = BENCH MARK DISK
 DN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0165_STAMPING: N 153 1933
 DN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0165+STABILITY: SURFACE MOTION
 DN0165
 DN0165  HISTORY     - Date     Condition        Report By
 DN0165  HISTORY     - 1933     MONUMENTED       CGS
 DN0165  HISTORY     - 1959     MARK NOT FOUND   NGS
 DN0165  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0165
 DN0165                          STATION DESCRIPTION
 DN0165
 DN0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0165'2.9 MI S FROM GREENVILLE.
 DN0165'2.9 MILES SOUTH OF, ALONG S.P. RY. CONCRETE POST, MILE 70.1, 0.8 MILE
 DN0165'SOUTH OF HIGHWAY NO. 42 CROSSING, 45 FEET NORTHEAST OF ROAD CROSSING,
 DN0165'EAST OF CATTLE-GUARD NO. 70C, 30 FEET EAST OF RAILROAD CENTERLINE.
 DN0165'TABLET ON TOP OF CONCRETE POST.
 DN0165
 DN0165                          STATION RECOVERY (1959)
 DN0165
 DN0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DN0165'MARK NOT FOUND.
 DN0165
 DN0165                          STATION RECOVERY (1994)
 DN0165
 DN0165'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0565 ***********************************************************************
 DM0565  DESIGNATION -  N 154
 DM0565  PID         -  DM0565
 DM0565  STATE/COUNTY-  TX/LAMAR
 DM0565  USGS QUAD   -  BIARDSTOWN (1984)
 DM0565
 DM0565                         *CURRENT SURVEY CONTROL
 DM0565  ___________________________________________________________________
 DM0565* NAD 83(1986)-  33 36 42.     (N)    095 34 30.     (W)     SCALED    
 DM0565* NAVD 88     -       154.907  (meters)     508.22   (feet)  ADJUSTED  
 DM0565  ___________________________________________________________________
 DM0565  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DM0565  DYNAMIC HT  -         154.745 (meters)     507.69  (feet)  COMP
 DM0565  MODELED GRAV-     979,583.3   (mgal)                       NAVD 88
 DM0565
 DM0565  VERT ORDER  -  SECOND    CLASS 0
 DM0565
 DM0565.The horizontal coordinates were scaled from a topographic map and have
 DM0565.an estimated accuracy of +/- 6 seconds.
 DM0565
 DM0565.The orthometric height was determined by differential leveling
 DM0565.and adjusted by the National Geodetic Survey in June 1991..
 DM0565
 DM0565.The geoid height was determined by GEOID03.
 DM0565
 DM0565.The dynamic height is computed by dividing the NAVD 88
 DM0565.geopotential number by the normal gravity value computed on the
 DM0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0565.degrees latitude (g = 980.6199 gals.).
 DM0565
 DM0565.The modeled gravity was interpolated from observed gravity values.
 DM0565
 DM0565;                    North         East    Units  Estimated Accuracy
 DM0565;SPC TXNC     - 2,219,460.      871,390.      MT  (+/- 180 meters Scaled)
 DM0565
 DM0565                          SUPERSEDED SURVEY CONTROL
 DM0565
 DM0565  NGVD 29 (??/??/92)  154.889  (m)          508.17   (f) ADJ UNCH    2 0
 DM0565
 DM0565.Superseded values are not recommended for survey control.
 DM0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0565.See file dsdata.txt to determine how the superseded data were derived.
 DM0565
 DM0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT610220(NAD 83)
 DM0565_MARKER: DB = BENCH MARK DISK
 DM0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0565_STAMPING: N 154 1933
 DM0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0565+STABILITY: SURFACE MOTION
 DM0565
 DM0565  HISTORY     - Date     Condition        Report By
 DM0565  HISTORY     - 1933     MONUMENTED       CGS
 DM0565  HISTORY     - 1935     GOOD             NGS
 DM0565  HISTORY     - 1977     MARK NOT FOUND   USGS
 DM0565  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM0565
 DM0565                          STATION DESCRIPTION
 DM0565
 DM0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0565'3.4 MI S FROM PARIS.
 DM0565'3.4 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RR.  20 FEET SOUTH OF
 DM0565'RAILROAD INTERSECTION WITH OLD COOPER ROAD.  2 TELEGRAPH POSTS SOUTH
 DM0565'OF MILEPOST 121.  OPPOSITE CATTLE GUARD NO. 120 F.  2 FEET WEST OF
 DM0565'RIGHT OF WAY FENCE.  INSIDE OF RIGHT OF WAY, 46 FEET EAST OF TRACK
 DM0565'C.L.  TABLET SET IN TOP OF CONCRETE POST.
 DM0565
 DM0565                          STATION RECOVERY (1935)
 DM0565
 DM0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0565'RECOVERED IN GOOD CONDITION.
 DM0565
 DM0565                          STATION RECOVERY (1977)
 DM0565
 DM0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DM0565'A SEARCH WAS MADE OF THE AREA, BUT THE BENCH MARK WAS NOT RECOVERED.
 DM0565'THE AREA WHERE THE BM WOULD FALL IS NOW A LARGE DRAINAGE DITCH. IT IS
 DM0565'ALMOST CERTAIN THE BENCH MARK HAS BEEN DESTROYED.
 DM0565
 DM0565                          STATION RECOVERY (1995)
 DM0565
 DM0565'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0449 ***********************************************************************
 DM0449  DESIGNATION -  N 155
 DM0449  PID         -  DM0449
 DM0449  STATE/COUNTY-  TX/RED RIVER
 DM0449  USGS QUAD   -  BOGATA (1964)
 DM0449
 DM0449                         *CURRENT SURVEY CONTROL
 DM0449  ___________________________________________________________________
 DM0449* NAD 83(1986)-  33 28 42.     (N)    095 13 57.     (W)     SCALED    
 DM0449* NAVD 88     -       125.197  (meters)     410.75   (feet)  ADJUSTED  
 DM0449  ___________________________________________________________________
 DM0449  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DM0449  DYNAMIC HT  -         125.065 (meters)     410.32  (feet)  COMP
 DM0449  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 DM0449
 DM0449  VERT ORDER  -  SECOND    CLASS 0
 DM0449
 DM0449.The horizontal coordinates were scaled from a topographic map and have
 DM0449.an estimated accuracy of +/- 6 seconds.
 DM0449
 DM0449.The orthometric height was determined by differential leveling
 DM0449.and adjusted by the National Geodetic Survey in June 1991..
 DM0449
 DM0449.The geoid height was determined by GEOID03.
 DM0449
 DM0449.The dynamic height is computed by dividing the NAVD 88
 DM0449.geopotential number by the normal gravity value computed on the
 DM0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0449.degrees latitude (g = 980.6199 gals.).
 DM0449
 DM0449.The modeled gravity was interpolated from observed gravity values.
 DM0449
 DM0449;                    North         East    Units  Estimated Accuracy
 DM0449;SPC TXNC     - 2,205,620.      903,620.      MT  (+/- 180 meters Scaled)
 DM0449
 DM0449                          SUPERSEDED SURVEY CONTROL
 DM0449
 DM0449  NGVD 29 (??/??/92)  125.195  (m)          410.74   (f) ADJ UNCH    2 0
 DM0449
 DM0449.Superseded values are not recommended for survey control.
 DM0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0449.See file dsdata.txt to determine how the superseded data were derived.
 DM0449
 DM0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT925065(NAD 83)
 DM0449_MARKER: DB = BENCH MARK DISK
 DM0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0449_STAMPING: N 155 1933
 DM0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0449+STABILITY: SURFACE MOTION
 DM0449
 DM0449  HISTORY     - Date     Condition        Report By
 DM0449  HISTORY     - 1933     MONUMENTED       CGS
 DM0449  HISTORY     - 1935     GOOD             NGS
 DM0449
 DM0449                          STATION DESCRIPTION
 DM0449
 DM0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0449'2.3 MI E FROM RUGBY.
 DM0449'2.3 MILES EAST OF, ALONG PARIS MT. PLEASANT RY.  AT HIGHWAY, STATE NO.
 DM0449'49, INTERSECTION WITH R.R.  37 FEET SOUTH OF TRACK C.L.  29 FEET
 DM0449'SOUTHEAST OF HIGHWAY C.L.  2 FEET EAST OF TELEGRAPH POST IN HIGHWAY
 DM0449'RIGHT-OF-WAY.  TABLET SET IN TOP OF CONCRETE POST.
 DM0449
 DM0449                          STATION RECOVERY (1935)
 DM0449
 DM0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0275 ***********************************************************************
 DM0275  DESIGNATION -  N 156
 DM0275  PID         -  DM0275
 DM0275  STATE/COUNTY-  TX/CAMP
 DM0275  USGS QUAD   -  HARVARD (1963)
 DM0275
 DM0275                         *CURRENT SURVEY CONTROL
 DM0275  ___________________________________________________________________
 DM0275* NAD 83(1986)-  33 03 19.     (N)    094 58 02.     (W)     SCALED    
 DM0275* NAVD 88     -       103.471  (meters)     339.47   (feet)  ADJUSTED  
 DM0275  ___________________________________________________________________
 DM0275  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0275  DYNAMIC HT  -         103.357 (meters)     339.10  (feet)  COMP
 DM0275  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 DM0275
 DM0275  VERT ORDER  -  SECOND    CLASS 0
 DM0275
 DM0275.The horizontal coordinates were scaled from a topographic map and have
 DM0275.an estimated accuracy of +/- 6 seconds.
 DM0275
 DM0275.The orthometric height was determined by differential leveling
 DM0275.and adjusted by the National Geodetic Survey in June 1991..
 DM0275
 DM0275.The geoid height was determined by GEOID03.
 DM0275
 DM0275.The dynamic height is computed by dividing the NAVD 88
 DM0275.geopotential number by the normal gravity value computed on the
 DM0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0275.degrees latitude (g = 980.6199 gals.).
 DM0275
 DM0275.The modeled gravity was interpolated from observed gravity values.
 DM0275
 DM0275;                    North         East    Units  Estimated Accuracy
 DM0275;SPC TXNC     - 2,159,530.      929,840.      MT  (+/- 180 meters Scaled)
 DM0275
 DM0275                          SUPERSEDED SURVEY CONTROL
 DM0275
 DM0275  NGVD 29 (??/??/92)  103.486  (m)          339.52   (f) ADJ UNCH    2 0
 DM0275
 DM0275.Superseded values are not recommended for survey control.
 DM0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0275.See file dsdata.txt to determine how the superseded data were derived.
 DM0275
 DM0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS163591(NAD 83)
 DM0275_MARKER: DB = BENCH MARK DISK
 DM0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0275_STAMPING: N 156 1933
 DM0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0275+STABILITY: SURFACE MOTION
 DM0275
 DM0275  HISTORY     - Date     Condition        Report By
 DM0275  HISTORY     - 1933     MONUMENTED       CGS
 DM0275  HISTORY     - 1935     GOOD             NGS
 DM0275
 DM0275                          STATION DESCRIPTION
 DM0275
 DM0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0275'7.5 MI S FROM MT PLEASANT.
 DM0275'7.5 MILES SOUTH OF, ALONG ST.LOUIS SOUTHWESTERN R.R.  2 TELEGRAPH
 DM0275'POSTS NORTH OF MILEPOST 487.  8 POLES SOUTH OF HARVARD SIDING.  ABOUT
 DM0275'300 FEET SOUTH OF A DIRT ROAD CROSSING TRACK,(RURAL MAIL ROUTE NO. 6).
 DM0275'OPPOSITE CATTLE GUARD, 60 FEET WEST OF TRACK C.L.  2 FEET NORTH OF
 DM0275'FENCE.  TABLET SET IN TOP OF CONCRETE POST.
 DM0275
 DM0275                          STATION RECOVERY (1935)
 DM0275
 DM0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0170 ***********************************************************************
 DM0170  DESIGNATION -  N 157
 DM0170  PID         -  DM0170
 DM0170  STATE/COUNTY-  TX/BOWIE
 DM0170  USGS QUAD   -  CORLEY (1970)
 DM0170
 DM0170                         *CURRENT SURVEY CONTROL
 DM0170  ___________________________________________________________________
 DM0170* NAD 83(1986)-  33 18 55.     (N)    094 27 37.     (W)     SCALED    
 DM0170* NAVD 88     -        81.508  (meters)     267.41   (feet)  ADJUSTED  
 DM0170  ___________________________________________________________________
 DM0170  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0170  DYNAMIC HT  -          81.420 (meters)     267.13  (feet)  COMP
 DM0170  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 DM0170
 DM0170  VERT ORDER  -  SECOND    CLASS 0
 DM0170
 DM0170.The horizontal coordinates were scaled from a topographic map and have
 DM0170.an estimated accuracy of +/- 6 seconds.
 DM0170
 DM0170.The orthometric height was determined by differential leveling
 DM0170.and adjusted by the National Geodetic Survey in June 1991..
 DM0170
 DM0170.The geoid height was determined by GEOID03.
 DM0170
 DM0170.The dynamic height is computed by dividing the NAVD 88
 DM0170.geopotential number by the normal gravity value computed on the
 DM0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0170.degrees latitude (g = 980.6199 gals.).
 DM0170
 DM0170.The modeled gravity was interpolated from observed gravity values.
 DM0170
 DM0170;                    North         East    Units  Estimated Accuracy
 DM0170;SPC TXNC     - 2,190,050.      976,040.      MT  (+/- 180 meters Scaled)
 DM0170
 DM0170                          SUPERSEDED SURVEY CONTROL
 DM0170
 DM0170  NGVD 29 (??/??/92)   81.522  (m)          267.46   (f) ADJ UNCH    2 0
 DM0170
 DM0170.Superseded values are not recommended for survey control.
 DM0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0170.See file dsdata.txt to determine how the superseded data were derived.
 DM0170
 DM0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS640871(NAD 83)
 DM0170_MARKER: DB = BENCH MARK DISK
 DM0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0170_SP_SET: ABUTMENT
 DM0170_STAMPING: N 157 1934
 DM0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0170
 DM0170  HISTORY     - Date     Condition        Report By
 DM0170  HISTORY     - 1934     MONUMENTED       CGS
 DM0170  HISTORY     - 1935     GOOD             NGS
 DM0170  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0170
 DM0170                          STATION DESCRIPTION
 DM0170
 DM0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0170'7.1 MI W FROM MAUD.
 DM0170'7.1 MILES WEST OF, ALONG ST.L.-S.W.RY.  1.2 MILES WEST OF CARBONDALE
 DM0170'SIDING, BETWEEN 10TH AND 11TH TELEGRAPH POST WEST OF MILEPOST 444.
 DM0170'ABOUT 420 FEET WEST OF DIRT ROAD CROSSING TRACK.  WEST END OF TIMBER
 DM0170'BRIDGE 79.  TABLET CEMENTED IN TOP OF CONCRETE ABUTMENT, 8.5 FEET
 DM0170'SOUTH OF TRACK C.L.
 DM0170
 DM0170                          STATION RECOVERY (1935)
 DM0170
 DM0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0170'RECOVERED IN GOOD CONDITION.
 DM0170
 DM0170                          STATION RECOVERY (1997)
 DM0170
 DM0170'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0224 ***********************************************************************
 DM0224  DESIGNATION -  N 158
 DM0224  PID         -  DM0224
 DM0224  STATE/COUNTY-  TX/CASS
 DM0224  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM0224
 DM0224                         *CURRENT SURVEY CONTROL
 DM0224  ___________________________________________________________________
 DM0224* NAD 83(1986)-  33 05 19.     (N)    094 10 30.     (W)     SCALED    
 DM0224* NAVD 88     -        70.554  (meters)     231.48   (feet)  ADJUSTED  
 DM0224  ___________________________________________________________________
 DM0224  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DM0224  DYNAMIC HT  -          70.477 (meters)     231.22  (feet)  COMP
 DM0224  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 DM0224
 DM0224  VERT ORDER  -  SECOND    CLASS 0
 DM0224
 DM0224.The horizontal coordinates were scaled from a topographic map and have
 DM0224.an estimated accuracy of +/- 6 seconds.
 DM0224
 DM0224.The orthometric height was determined by differential leveling
 DM0224.and adjusted by the National Geodetic Survey in June 1991..
 DM0224
 DM0224.The geoid height was determined by GEOID03.
 DM0224
 DM0224.The dynamic height is computed by dividing the NAVD 88
 DM0224.geopotential number by the normal gravity value computed on the
 DM0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0224.degrees latitude (g = 980.6199 gals.).
 DM0224
 DM0224.The modeled gravity was interpolated from observed gravity values.
 DM0224
 DM0224;                    North         East    Units  Estimated Accuracy
 DM0224;SPC TXNC     - 2,165,990.    1,003,620.      MT  (+/- 180 meters Scaled)
 DM0224
 DM0224                          SUPERSEDED SURVEY CONTROL
 DM0224
 DM0224  NGVD 29 (??/??/92)   70.588  (m)          231.59   (f) ADJ UNCH    2 0
 DM0224
 DM0224.Superseded values are not recommended for survey control.
 DM0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0224.See file dsdata.txt to determine how the superseded data were derived.
 DM0224
 DM0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS903617(NAD 83)
 DM0224_MARKER: DB = BENCH MARK DISK
 DM0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0224_SP_SET: FOUNDATION
 DM0224_STAMPING: N 158 1934
 DM0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0224
 DM0224  HISTORY     - Date     Condition        Report By
 DM0224  HISTORY     - 1934     MONUMENTED       CGS
 DM0224  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0224  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DM0224
 DM0224                          STATION DESCRIPTION
 DM0224
 DM0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0224'1.9 MI S FROM ATLANTA.
 DM0224'ABOUT 1.9 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 DM0224'ATLANTA, CASS COUNTY, BETWEEN THE SEVENTH AND EIGHTH POLES NORTH OF
 DM0224'MILEPOST 26, IN THE CONCRETE FOUNDATION OF SIGNAL TOWER 25.7, AND 10
 DM0224'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED N
 DM0224'158 1934.
 DM0224
 DM0224                          STATION RECOVERY (1935)
 DM0224
 DM0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0224'MARK NOT FOUND.
 DM0224
 DM0224                          STATION RECOVERY (1988)
 DM0224
 DM0224'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFA)
 DM0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0067 ***********************************************************************
 CR0067  DESIGNATION -  N 159
 CR0067  PID         -  CR0067
 CR0067  STATE/COUNTY-  TX/HARRISON
 CR0067  USGS QUAD   -  MARSHALL EAST (1978)
 CR0067
 CR0067                         *CURRENT SURVEY CONTROL
 CR0067  ___________________________________________________________________
 CR0067* NAD 83(1986)-  32 33 26.     (N)    094 22 01.     (W)     SCALED    
 CR0067* NAVD 88     -       113.862  (meters)     373.56   (feet)  ADJUSTED  
 CR0067  ___________________________________________________________________
 CR0067  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR0067  DYNAMIC HT  -         113.732 (meters)     373.14  (feet)  COMP
 CR0067  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 CR0067
 CR0067  VERT ORDER  -  SECOND    CLASS 0
 CR0067
 CR0067.The horizontal coordinates were scaled from a topographic map and have
 CR0067.an estimated accuracy of +/- 6 seconds.
 CR0067
 CR0067.The orthometric height was determined by differential leveling
 CR0067.and adjusted by the National Geodetic Survey in June 1991..
 CR0067
 CR0067.The geoid height was determined by GEOID03.
 CR0067
 CR0067.The dynamic height is computed by dividing the NAVD 88
 CR0067.geopotential number by the normal gravity value computed on the
 CR0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0067.degrees latitude (g = 980.6199 gals.).
 CR0067
 CR0067.The modeled gravity was interpolated from observed gravity values.
 CR0067
 CR0067;                    North         East    Units  Estimated Accuracy
 CR0067;SPC TXNC     - 2,106,390.      988,030.      MT  (+/- 180 meters Scaled)
 CR0067
 CR0067                          SUPERSEDED SURVEY CONTROL
 CR0067
 CR0067  NGVD 29 (??/??/92)  113.895  (m)          373.67   (f) ADJ UNCH    2 0
 CR0067
 CR0067.Superseded values are not recommended for survey control.
 CR0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0067.See file dsdata.txt to determine how the superseded data were derived.
 CR0067
 CR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS716030(NAD 83)
 CR0067_MARKER: DB = BENCH MARK DISK
 CR0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0067_STAMPING: N 159 1934
 CR0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0067+STABILITY: SURFACE MOTION
 CR0067
 CR0067  HISTORY     - Date     Condition        Report By
 CR0067  HISTORY     - 1934     MONUMENTED       CGS
 CR0067  HISTORY     - 1941     GOOD             LOCENG
 CR0067  HISTORY     - 19980117 GOOD             USPSQD
 CR0067  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0067
 CR0067                          STATION DESCRIPTION
 CR0067
 CR0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0067'IN MARSHALL.
 CR0067'TEXAS AND PACIFIC TRACK, 38 FEET SOUTH OF EAST WRIGHT STREET C.L.  7
 CR0067'FEET SOUTH OF TELEPHONE POLE.  35 FEET SOUTHEAST OF RAILROAD CULVERT
 CR0067'OUTLET.  81 FEET EAST OF MAIN LINE TRACK.  TABLET SET IN TOP OF
 CR0067'CONCRETE POST.
 CR0067
 CR0067                          STATION RECOVERY (1941)
 CR0067
 CR0067'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 CR0067'RECOVERED IN GOOD CONDITION.
 CR0067
 CR0067                          STATION RECOVERY (1998)
 CR0067
 CR0067'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0067'RECOVERED IN GOOD CONDITION.
 CR0067
 CR0067                          STATION RECOVERY (2003)
 CR0067
 CR0067'RECOVERY NOTE BY US POWER SQUADRON 2003 (WDW)
 CR0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0348 ***********************************************************************
 CC0348  DESIGNATION -  N 16
 CC0348  PID         -  CC0348
 CC0348  STATE/COUNTY-  TX/REEVES
 CC0348  USGS QUAD   -  HERMOSA SW (1970)
 CC0348
 CC0348                         *CURRENT SURVEY CONTROL
 CC0348  ___________________________________________________________________
 CC0348* NAD 83(1986)-  31 21 32.     (N)    103 41 40.     (W)     SCALED    
 CC0348* NAVD 88     -       850.265  (meters)    2789.58   (feet)  POSTED    
 CC0348  ___________________________________________________________________
 CC0348  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CC0348  DYNAMIC HT  -         849.010 (meters)    2785.46  (feet)  COMP
 CC0348  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 CC0348
 CC0348  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CC0348
 CC0348.The horizontal coordinates were scaled from a topographic map and have
 CC0348.an estimated accuracy of +/- 6 seconds.
 CC0348
 CC0348.The orthometric height was determined by differential leveling
 CC0348.and adjusted by the National Geodetic Survey in 1992..
 CC0348.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CC0348.rate greater than 8.0 mm/km.
 CC0348
 CC0348.The geoid height was determined by GEOID03.
 CC0348
 CC0348.The dynamic height is computed by dividing the NAVD 88
 CC0348.geopotential number by the normal gravity value computed on the
 CC0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0348.degrees latitude (g = 980.6199 gals.).
 CC0348
 CC0348.The modeled gravity was interpolated from observed gravity values.
 CC0348
 CC0348;                    North         East    Units  Estimated Accuracy
 CC0348;SPC TX C     - 3,192,420.      380,290.      MT  (+/- 180 meters Scaled)
 CC0348
 CC0348                          SUPERSEDED SURVEY CONTROL
 CC0348
 CC0348  NGVD 29 (??/??/92)  849.976  (m)         2788.63   (f) ADJ UNCH    1 2
 CC0348
 CC0348.Superseded values are not recommended for survey control.
 CC0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0348.See file dsdata.txt to determine how the superseded data were derived.
 CC0348
 CC0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ241701(NAD 83)
 CC0348_MARKER: P = PIPE CAP
 CC0348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0348_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0348_STAMPING: N 16 ELEV 2788.695 FT
 CC0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0348
 CC0348  HISTORY     - Date     Condition        Report By
 CC0348  HISTORY     - UNK      MONUMENTED       CGS
 CC0348  HISTORY     - 1956     GOOD             NGS
 CC0348
 CC0348                          STATION DESCRIPTION
 CC0348
 CC0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0348'6.5 MI NE FROM TOYAH.
 CC0348'6.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0348'STATION AT TOYAH, 17 POLES SOUTHWEST OF MILEPOST 659, 41 FEET
 CC0348'SOUTHEAST OF THE SOUTHEAST RAIL, 20.7 FEET NORTHEAST OF A TELEPHONE
 CC0348'POLE, 2.5 FEET SOUTHEAST OF A WITNESS POST, 81 FEET NORTHWEST OF THE
 CC0348'CENTER LINE OF U.S. HIGHWAY 80, SCREWED ON THE TOP OF A 3 1/2 INCH
 CC0348'IRON PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.  THIS MARK IS
 CC0348'LEANING SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0173 ***********************************************************************
 CR0173  DESIGNATION -  N 160
 CR0173  PID         -  CR0173
 CR0173  STATE/COUNTY-  TX/GREGG
 CR0173  USGS QUAD   -  KILGORE NE (1971)
 CR0173
 CR0173                         *CURRENT SURVEY CONTROL
 CR0173  ___________________________________________________________________
 CR0173* NAD 83(1986)-  32 23 35.     (N)    094 52 21.     (W)     SCALED    
 CR0173* NAVD 88     -       112.856  (meters)     370.26   (feet)  ADJUSTED  
 CR0173  ___________________________________________________________________
 CR0173  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0173  DYNAMIC HT  -         112.727 (meters)     369.84  (feet)  COMP
 CR0173  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 CR0173
 CR0173  VERT ORDER  -  SECOND    CLASS 0
 CR0173
 CR0173.The horizontal coordinates were scaled from a topographic map and have
 CR0173.an estimated accuracy of +/- 6 seconds.
 CR0173
 CR0173.The orthometric height was determined by differential leveling
 CR0173.and adjusted by the National Geodetic Survey in June 1991..
 CR0173
 CR0173.The geoid height was determined by GEOID03.
 CR0173
 CR0173.The dynamic height is computed by dividing the NAVD 88
 CR0173.geopotential number by the normal gravity value computed on the
 CR0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0173.degrees latitude (g = 980.6199 gals.).
 CR0173
 CR0173.The modeled gravity was interpolated from observed gravity values.
 CR0173
 CR0173;                    North         East    Units  Estimated Accuracy
 CR0173;SPC TXNC     - 2,086,440.      941,220.      MT  (+/- 180 meters Scaled)
 CR0173
 CR0173                          SUPERSEDED SURVEY CONTROL
 CR0173
 CR0173  NGVD 29 (??/??/92)  112.882  (m)          370.35   (f) ADJ UNCH    2 0
 CR0173
 CR0173.Superseded values are not recommended for survey control.
 CR0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0173.See file dsdata.txt to determine how the superseded data were derived.
 CR0173
 CR0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR238855(NAD 83)
 CR0173_MARKER: DB = BENCH MARK DISK
 CR0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0173_SP_SET: BUILDING
 CR0173_STAMPING: N-160 1934
 CR0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0173
 CR0173  HISTORY     - Date     Condition        Report By
 CR0173  HISTORY     - 1934     MONUMENTED       CGS
 CR0173  HISTORY     - 1941     GOOD             NGS
 CR0173
 CR0173                          STATION DESCRIPTION
 CR0173
 CR0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0173'11.3 MI SW FROM LONGVIEW.
 CR0173'11.3 (ABOUT) SOUTHWEST OF, ALONG I. AND G.N.R.R.  IN KILGORE HIGH
 CR0173'SCHOOL, 175 FEET NORTH OF STATE HIGHWAY NO. 26, IN EAST SIDE OF MAIN
 CR0173'ENTRANCE TO BUILDING AND AUDITORIUM, 4 INCHES FROM WALL FACING. TABLET
 CR0173'SET HORIZONTAL IN CONCRETE STAMPED, N-160, 1934.
 CR0173
 CR0173                          STATION RECOVERY (1941)
 CR0173
 CR0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 CR0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0463 ***********************************************************************
 CR0463  DESIGNATION -  N 161
 CR0463  PID         -  CR0463
 CR0463  STATE/COUNTY-  TX/CHEROKEE
 CR0463  USGS QUAD   -  TECULA (1973)
 CR0463
 CR0463                         *CURRENT SURVEY CONTROL
 CR0463  ___________________________________________________________________
 CR0463* NAD 83(1986)-  32 01 29.     (N)    095 10 39.     (W)     SCALED    
 CR0463* NAVD 88     -       106.411  (meters)     349.12   (feet)  ADJUSTED  
 CR0463  ___________________________________________________________________
 CR0463  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR0463  DYNAMIC HT  -         106.285 (meters)     348.70  (feet)  COMP
 CR0463  MODELED GRAV-     979,451.3   (mgal)                       NAVD 88
 CR0463
 CR0463  VERT ORDER  -  SECOND    CLASS 0
 CR0463
 CR0463.The horizontal coordinates were scaled from a topographic map and have
 CR0463.an estimated accuracy of +/- 6 seconds.
 CR0463
 CR0463.The orthometric height was determined by differential leveling
 CR0463.and adjusted by the National Geodetic Survey in June 1991..
 CR0463
 CR0463.The geoid height was determined by GEOID03.
 CR0463
 CR0463.The dynamic height is computed by dividing the NAVD 88
 CR0463.geopotential number by the normal gravity value computed on the
 CR0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0463.degrees latitude (g = 980.6199 gals.).
 CR0463
 CR0463.The modeled gravity was interpolated from observed gravity values.
 CR0463
 CR0463;                    North         East    Units  Estimated Accuracy
 CR0463;SPC TX C     - 3,272,700.    1,186,910.      MT  (+/- 180 meters Scaled)
 CR0463
 CR0463                          SUPERSEDED SURVEY CONTROL
 CR0463
 CR0463  NGVD 29 (??/??/92)  106.449  (m)          349.24   (f) ADJ UNCH    2 0
 CR0463
 CR0463.Superseded values are not recommended for survey control.
 CR0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0463.See file dsdata.txt to determine how the superseded data were derived.
 CR0463
 CR0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR943452(NAD 83)
 CR0463_MARKER: DB = BENCH MARK DISK
 CR0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0463_STAMPING: N-161 1934
 CR0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0463+STABILITY: SURFACE MOTION
 CR0463
 CR0463  HISTORY     - Date     Condition        Report By
 CR0463  HISTORY     - 1934     MONUMENTED       CGS
 CR0463  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0463
 CR0463                          STATION DESCRIPTION
 CR0463
 CR0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0463'8.3 MI NE FROM JACKSONVILLE.
 CR0463'8.3 MILES NORTHEAST OF, ALONG I. AND G.N.R.R. 100 FEET NORTHEAST OF
 CR0463'SIGNAL BOX, 83 FEET NORTH OF TRACK, 45 FEET SOUTH OF ROAD PARALLELING
 CR0463'TRACK AND 2 SOUTH OF RIGHT OF WAY FENCE.  TABLET SET IN PRECASTED POST
 CR0463'STAMPED, N-161, 1934.
 CR0463
 CR0463                          STATION RECOVERY (1973)
 CR0463
 CR0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0513 ***********************************************************************
 CR0513  DESIGNATION -  N 162
 CR0513  PID         -  CR0513
 CR0513  STATE/COUNTY-  TX/HENDERSON
 CR0513  USGS QUAD   -  POYNOR (1984)
 CR0513
 CR0513                         *CURRENT SURVEY CONTROL
 CR0513  ___________________________________________________________________
 CR0513* NAD 83(1986)-  32 04 18.     (N)    095 35 55.     (W)     SCALED    
 CR0513* NAVD 88     -       122.601  (meters)     402.23   (feet)  ADJUSTED  
 CR0513  ___________________________________________________________________
 CR0513  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CR0513  DYNAMIC HT  -         122.456 (meters)     401.76  (feet)  COMP
 CR0513  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 CR0513
 CR0513  VERT ORDER  -  SECOND    CLASS 0
 CR0513
 CR0513.The horizontal coordinates were scaled from a topographic map and have
 CR0513.an estimated accuracy of +/- 6 seconds.
 CR0513
 CR0513.The orthometric height was determined by differential leveling
 CR0513.and adjusted by the National Geodetic Survey in June 1991..
 CR0513
 CR0513.The geoid height was determined by GEOID03.
 CR0513
 CR0513.The dynamic height is computed by dividing the NAVD 88
 CR0513.geopotential number by the normal gravity value computed on the
 CR0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0513.degrees latitude (g = 980.6199 gals.).
 CR0513
 CR0513.The modeled gravity was interpolated from observed gravity values.
 CR0513
 CR0513;                    North         East    Units  Estimated Accuracy
 CR0513;SPC TXNC     - 2,048,700.      873,920.      MT  (+/- 180 meters Scaled)
 CR0513
 CR0513                          SUPERSEDED SURVEY CONTROL
 CR0513
 CR0513  NGVD 29 (??/??/92)  122.623  (m)          402.31   (f) ADJ UNCH    2 0
 CR0513
 CR0513.Superseded values are not recommended for survey control.
 CR0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0513.See file dsdata.txt to determine how the superseded data were derived.
 CR0513
 CR0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR547513(NAD 83)
 CR0513_MARKER: DB = BENCH MARK DISK
 CR0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0513_STAMPING: N-162 1934
 CR0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0513+STABILITY: SURFACE MOTION
 CR0513
 CR0513  HISTORY     - Date     Condition        Report By
 CR0513  HISTORY     - 1934     MONUMENTED       CGS
 CR0513  HISTORY     - 1949     MARK NOT FOUND   USGS
 CR0513  HISTORY     - 1978     MARK NOT FOUND   USGS
 CR0513
 CR0513                          STATION DESCRIPTION
 CR0513
 CR0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0513'19.2 MI SE FROM ATHENS.
 CR0513'19.2 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  IN STATION YARD EAST
 CR0513'OF STATION AT POYNER, 235 FEET EAST OF ROAD CROSSING, 105 FEET EAST OF
 CR0513'EAST END OF STATION, 28 FEET SOUTH OF MAIN LINE TRACK, 12 FEET EAST OF
 CR0513'TELEPHONE POLE IN STATION YARD, AND 1/2 FOOT WEST OF EAST LIMIT OF
 CR0513'STATION YARD.  TABLET SET IN PRECASTED POST STAMPED, N-162, 1934.
 CR0513
 CR0513                          STATION RECOVERY (1949)
 CR0513
 CR0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 CR0513'MARK NOT FOUND.
 CR0513
 CR0513                          STATION RECOVERY (1978)
 CR0513
 CR0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0844 ***********************************************************************
 BY0844  DESIGNATION -  N 163
 BY0844  PID         -  BY0844
 BY0844  STATE/COUNTY-  TX/POLK
 BY0844  USGS QUAD   -  WAKEFIELD (1980)
 BY0844
 BY0844                         *CURRENT SURVEY CONTROL
 BY0844  ___________________________________________________________________
 BY0844* NAD 83(1986)-  31 00 36.     (N)    094 49 33.     (W)     SCALED    
 BY0844* NAVD 88     -        65.80   (+/-2cm)     215.9    (feet)  VERTCON   
 BY0844  ___________________________________________________________________
 BY0844  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BY0844
 BY0844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0844
 BY0844.The horizontal coordinates were scaled from a topographic map and have
 BY0844.an estimated accuracy of +/- 6 seconds.
 BY0844
 BY0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0844.The vertical order pertains to the NGVD 29 superseded value.
 BY0844
 BY0844.The geoid height was determined by GEOID03.
 BY0844
 BY0844;                    North         East    Units  Estimated Accuracy
 BY0844;SPC TX C     - 3,161,930.    1,225,660.      MT  (+/- 180 meters Scaled)
 BY0844
 BY0844                          SUPERSEDED SURVEY CONTROL
 BY0844
 BY0844  NGVD 29 (??/??/92)   65.820  (m)          215.94   (f) ADJ UNCH    2 0
 BY0844
 BY0844.Superseded values are not recommended for survey control.
 BY0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0844.See file dsdata.txt to determine how the superseded data were derived.
 BY0844
 BY0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ256321(NAD 83)
 BY0844_MARKER: DB = BENCH MARK DISK
 BY0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0844_STAMPING: N 163 1934 216.082
 BY0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0844+STABILITY: SURFACE MOTION
 BY0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY0844+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 BY0844
 BY0844  HISTORY     - Date     Condition        Report By
 BY0844  HISTORY     - 1934     MONUMENTED       CGS
 BY0844  HISTORY     - 1947     GOOD             NGS
 BY0844  HISTORY     - 20050709 GOOD             USPSQD
 BY0844
 BY0844                          STATION DESCRIPTION
 BY0844
 BY0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY0844'0.8 MI N FROM CORRIGAN.
 BY0844'0.8 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY0844'STATION AT CORRIGAN, AT A ROAD CROSSING, 80.0 FEET NORTH OF THE CENTER
 BY0844'LINE OF THE ROAD, 48.7 FEET WEST OF AND LEVEL WITH THE WEST RAIL OF
 BY0844'THE TRACK, 44.0 FEET NORTHWEST OF A TELEGRAPH POLE, 2.1 FEET NORTH OF
 BY0844'A REFERENCE POST, 1.6 FEET EAST OF A FENCE, SET IN THE TOP OF A
 BY0844'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY0844
 BY0844                          STATION RECOVERY (2005)
 BY0844
 BY0844'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY0844'GO TO N31 00 34.9  W094 49 32.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0887 ***********************************************************************
 BL0887  DESIGNATION -  N 164
 BL0887  PID         -  BL0887
 BL0887  STATE/COUNTY-  TX/POLK
 BL0887  USGS QUAD   -  ONALASKA (1972)
 BL0887
 BL0887                         *CURRENT SURVEY CONTROL
 BL0887  ___________________________________________________________________
 BL0887* NAD 83(1986)-  30 45 29.     (N)    095 04 19.     (W)     SCALED    
 BL0887* NAVD 88     -        32.85   (+/-2cm)     107.8    (feet)  VERTCON   
 BL0887  ___________________________________________________________________
 BL0887  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL0887
 BL0887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0887
 BL0887.The horizontal coordinates were scaled from a topographic map and have
 BL0887.an estimated accuracy of +/- 6 seconds.
 BL0887
 BL0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0887.The vertical order pertains to the NGVD 29 superseded value.
 BL0887
 BL0887.The geoid height was determined by GEOID03.
 BL0887
 BL0887;                    North         East    Units  Estimated Accuracy
 BL0887;SPC TX C     - 3,132,900.    1,203,510.      MT  (+/- 180 meters Scaled)
 BL0887
 BL0887                          SUPERSEDED SURVEY CONTROL
 BL0887
 BL0887  NGVD 29 (??/??/92)   32.868  (m)          107.83   (f) ADJ UNCH    2 0
 BL0887
 BL0887.Superseded values are not recommended for survey control.
 BL0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0887.See file dsdata.txt to determine how the superseded data were derived.
 BL0887
 BL0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ016046(NAD 83)
 BL0887_MARKER: DB = BENCH MARK DISK
 BL0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0887_STAMPING: N 164 1934
 BL0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0887+STABILITY: SURFACE MOTION
 BL0887
 BL0887  HISTORY     - Date     Condition        Report By
 BL0887  HISTORY     - 1934     MONUMENTED       CGS
 BL0887  HISTORY     - 1948     GOOD             NGS
 BL0887  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL0887
 BL0887                          STATION DESCRIPTION
 BL0887
 BL0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BL0887'2.0 MI W FROM BLANCHARD.
 BL0887'2.0 MILES WEST ALONG THE ABANDONED BRANCH OF THE WACO, BEAUMONT,
 BL0887'TRINITY AND SABINE RAILROAD FROM THE POST OFFICE AT BLANCHARD, 0.3
 BL0887'MILE WEST OF THE MOST WESTERLY OF TWO 350-FOOT BRIDGES, 0.3 MILE WEST
 BL0887'OF THE WEST EDGE OF A SWAMP AND THE EAST EDGE OF A CULTIVATED AREA
 BL0887'53.0 FEET NORTH OF A ROW OF POWER LINE POLES WHICH PARALLELS THE
 BL0887'RAILROAD, 26.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 BL0887'TRESTLE, 18.8 FEET SOUTH OF AND 7.0 FEET LOWER THAN THE SOUTH RAIL,
 BL0887'10.0 FEET EAST OF THE EXTENSION TO THE SOUTH ACROSS THE RAILWAY OF THE
 BL0887'LINE OF A LONG DRAINAGE CONTROL TERRACE WHICH IS IN A LARGE FLAT
 BL0887'CULTIVATED AREA, 2.0 FEET EAST OF A REFERENCE POST, SET IN TOP OF A
 BL0887'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.  NOTE-- LEANING
 BL0887'SLIGHTLY TO THE SOUTHEAST.
 BL0887
 BL0887                          STATION RECOVERY (1960)
 BL0887
 BL0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0045 ***********************************************************************
 BL0045  DESIGNATION -  N 165
 BL0045  PID         -  BL0045
 BL0045  STATE/COUNTY-  TX/TYLER
 BL0045  USGS QUAD   -  BIRDWELL LAKE (1984)
 BL0045
 BL0045                         *CURRENT SURVEY CONTROL
 BL0045  ___________________________________________________________________
 BL0045* NAD 83(1986)-  30 46 38.     (N)    094 18 54.     (W)     SCALED    
 BL0045* NAVD 88     -        79.79   (+/-2cm)     261.8    (feet)  VERTCON   
 BL0045  ___________________________________________________________________
 BL0045  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BL0045
 BL0045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0045
 BL0045.The horizontal coordinates were scaled from a topographic map and have
 BL0045.an estimated accuracy of +/- 6 seconds.
 BL0045
 BL0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0045.The vertical order pertains to the NGVD 29 superseded value.
 BL0045
 BL0045.The geoid height was determined by GEOID03.
 BL0045
 BL0045;                    North         East    Units  Estimated Accuracy
 BL0045;SPC TX C     - 3,138,690.    1,275,760.      MT  (+/- 180 meters Scaled)
 BL0045
 BL0045                          SUPERSEDED SURVEY CONTROL
 BL0045
 BL0045  NGVD 29 (??/??/92)   79.784  (m)          261.76   (f) ADJ UNCH    2 0
 BL0045
 BL0045.Superseded values are not recommended for survey control.
 BL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0045.See file dsdata.txt to determine how the superseded data were derived.
 BL0045
 BL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ741056(NAD 83)
 BL0045_MARKER: DB = BENCH MARK DISK
 BL0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0045_STAMPING: 261.794 N 165 1934
 BL0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0045+STABILITY: SURFACE MOTION
 BL0045
 BL0045  HISTORY     - Date     Condition        Report By
 BL0045  HISTORY     - 1934     MONUMENTED       CGS
 BL0045  HISTORY     - 1934     GOOD             NGS
 BL0045
 BL0045                          STATION DESCRIPTION
 BL0045
 BL0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0045'6.2 MI E FROM WOODVILLE.
 BL0045'6.2 MILES EAST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM WOODVILLE,
 BL0045'TYLER COUNTY, 117 FEET WEST OF THE CROSSING OF THE LONG-BELL TRAM, AND
 BL0045'30 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK,
 BL0045'STAMPED 261.794 N 165 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0464 ***********************************************************************
 BL0464  DESIGNATION -  N 167
 BL0464  PID         -  BL0464
 BL0464  STATE/COUNTY-  TX/LIBERTY
 BL0464  USGS QUAD   -  HARDIN (1984)
 BL0464
 BL0464                         *CURRENT SURVEY CONTROL
 BL0464  ___________________________________________________________________
 BL0464* NAD 83(1986)-  30 14 13.     (N)    094 44 27.     (W)     SCALED    
 BL0464* NAVD 88     -        29.05   (+/-2cm)      95.3    (feet)  VERTCON   
 BL0464  ___________________________________________________________________
 BL0464  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0464
 BL0464  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0464
 BL0464.The horizontal coordinates were scaled from a topographic map and have
 BL0464.an estimated accuracy of +/- 6 seconds.
 BL0464
 BL0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0464.The vertical order pertains to the NGVD 29 superseded value.
 BL0464
 BL0464.The geoid height was determined by GEOID03.
 BL0464
 BL0464;                    North         East    Units  Estimated Accuracy
 BL0464;SPC TX C     - 3,076,750.    1,238,070.      MT  (+/- 180 meters Scaled)
 BL0464
 BL0464                          SUPERSEDED SURVEY CONTROL
 BL0464
 BL0464  NGVD 29 (??/??/92)   29.061  (m)           95.34   (f) ADJ UNCH    2 0
 BL0464
 BL0464.Superseded values are not recommended for survey control.
 BL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0464.See file dsdata.txt to determine how the superseded data were derived.
 BL0464
 BL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP324463(NAD 83)
 BL0464_MARKER: DB = BENCH MARK DISK
 BL0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0464_SP_SET: CULVERT
 BL0464_STAMPING: 95.472 N 167 1934
 BL0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0464
 BL0464  HISTORY     - Date     Condition        Report By
 BL0464  HISTORY     - 1934     MONUMENTED       CGS
 BL0464  HISTORY     - 1935     GOOD             NGS
 BL0464  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL0464
 BL0464                          STATION DESCRIPTION
 BL0464
 BL0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0464'14.1 MI N FROM LIBERTY.
 BL0464'14.1 MILES NORTH ALONG STATE HIGHWAY 146 FROM LIBERTY, LIBERTY COUNTY,
 BL0464'0.8 MILE SOUTH OF MOSS HILL, AT A CULVERT ON A SIDE ROAD LEADING TO
 BL0464'THE PATTERSON HOME, IN THE TOP OF THE NORTH HEADWALL, AND 45 FEET EAST
 BL0464'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 95.472 N
 BL0464'167 1934.
 BL0464
 BL0464                          STATION RECOVERY (2005)
 BL0464
 BL0464'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1635 ***********************************************************************
 AW1635  DESIGNATION -  N 169
 AW1635  PID         -  AW1635
 AW1635  STATE/COUNTY-  TX/GALVESTON
 AW1635  USGS QUAD   -  TEXAS CITY (1994)
 AW1635
 AW1635                         *CURRENT SURVEY CONTROL
 AW1635  ___________________________________________________________________
 AW1635* NAD 83(1986)-  29 23 33.     (N)    094 54 11.     (W)     SCALED    
 AW1635* NAVD 88     -         2.40   (+/-2cm)       7.9    (feet)  VERTCON   
 AW1635  ___________________________________________________________________
 AW1635  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1635
 AW1635  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1635
 AW1635.The horizontal coordinates were scaled from a topographic map and have
 AW1635.an estimated accuracy of +/- 6 seconds.
 AW1635
 AW1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1635.The vertical order pertains to the NGVD 29 superseded value.
 AW1635
 AW1635.The geoid height was determined by GEOID03.
 AW1635
 AW1635;                    North         East    Units  Estimated Accuracy
 AW1635;SPC TXSC     - 4,179,760.      997,550.      MT  (+/- 180 meters Scaled)
 AW1635
 AW1635                          SUPERSEDED SURVEY CONTROL
 AW1635
 AW1635  NGVD 29 (??/??/92)    2.392  (m)            7.85   (f) ADJ UNCH    1 1
 AW1635
 AW1635.Superseded values are not recommended for survey control.
 AW1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1635.See file dsdata.txt to determine how the superseded data were derived.
 AW1635
 AW1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN153529(NAD 83)
 AW1635_MARKER: DB = BENCH MARK DISK
 AW1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1635_SP_SET: STEP
 AW1635_STAMPING: N 169 1936 ELEV 10.768 FT
 AW1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1635
 AW1635  HISTORY     - Date     Condition        Report By
 AW1635  HISTORY     - 1936     MONUMENTED       CGS
 AW1635  HISTORY     - 1973     POOR             NGS
 AW1635  HISTORY     - 1976     SEE DESCRIPTION  NGS
 AW1635  HISTORY     - 1976     GOOD             NGS
 AW1635  HISTORY     - 1978     GOOD             NGS
 AW1635  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW1635  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1635  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1635
 AW1635                          STATION DESCRIPTION
 AW1635
 AW1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1635'0.3 MI N FROM TEXAS CITY.
 AW1635'ABOUT 0.3 MILE NORTH ALONG LOOP 197 (6TH STREET N) FROM THE POST
 AW1635'OFFICE AT TEXAS CITY, ABOUT 141 FEET WEST OF THE CENTER LINE OF 6TH
 AW1635'STREET N, 40 FEET WEST OF THE CENTER LINE OF EIGHTH AVENUE, AT THE
 AW1635'MAINLAND CO. BUILDING (NOW VACATED), 8.3 FEET EAST OF THE SOUTHWEST
 AW1635'CORNER OF THE BUILDING, SET IN THE TOP OF THE WEST END OF THE BOTTOM
 AW1635'ONE OF 3 CONCRETE STEPS AT THE ENTRANCE OF THE BUILDING, AND ABOUT 2
 AW1635'1/2 FEET ABOVE THE LEVEL OF THE AVENUE.  NOTE-- THE CONCRETE STEP IS
 AW1635'CRACKED, THE STRUCTURE IS POOR.
 AW1635
 AW1635                          STATION RECOVERY (1976)
 AW1635
 AW1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1635'THE STEP IS CRACKED.
 AW1635
 AW1635                          STATION RECOVERY (1976)
 AW1635
 AW1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1635'RECOVERED IN GOOD CONDITION.
 AW1635
 AW1635                          STATION RECOVERY (1978)
 AW1635
 AW1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1635'RECOVERED IN GOOD CONDITION.
 AW1635
 AW1635                          STATION RECOVERY (1983)
 AW1635
 AW1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1635'NOT RECOVERED, BUILDING HAS BEEN RENOVATED.
 AW1635
 AW1635                          STATION RECOVERY (1987)
 AW1635
 AW1635'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1635'MARK NOT FOUND.
 AW1635
 AW1635                          STATION RECOVERY (1987)
 AW1635
 AW1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1635'THE STEPS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0195 ***********************************************************************
 CD0195  DESIGNATION -  N 17
 CD0195  PID         -  CD0195
 CD0195  STATE/COUNTY-  TX/CULBERSON
 CD0195  USGS QUAD   -  VAN HORN (1979)
 CD0195
 CD0195                         *CURRENT SURVEY CONTROL
 CD0195  ___________________________________________________________________
 CD0195* NAD 83(1986)-  31 02 38.     (N)    104 47 13.     (W)     SCALED    
 CD0195* NAVD 88     -      1199.622  (meters)    3935.76   (feet)  ADJUSTED  
 CD0195  ___________________________________________________________________
 CD0195  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0195  DYNAMIC HT  -        1197.738 (meters)    3929.58  (feet)  COMP
 CD0195  MODELED GRAV-     979,029.4   (mgal)                       NAVD 88
 CD0195
 CD0195  VERT ORDER  -  FIRST     CLASS II
 CD0195
 CD0195.The horizontal coordinates were scaled from a topographic map and have
 CD0195.an estimated accuracy of +/- 6 seconds.
 CD0195
 CD0195.The orthometric height was determined by differential leveling
 CD0195.and adjusted by the National Geodetic Survey in June 1991..
 CD0195.WARNING-Repeat measurements at this control monument indicate possible
 CD0195.vertical movement.
 CD0195
 CD0195.The geoid height was determined by GEOID03.
 CD0195
 CD0195.The dynamic height is computed by dividing the NAVD 88
 CD0195.geopotential number by the normal gravity value computed on the
 CD0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0195.degrees latitude (g = 980.6199 gals.).
 CD0195
 CD0195.The modeled gravity was interpolated from observed gravity values.
 CD0195
 CD0195;                    North         East    Units  Estimated Accuracy
 CD0195;SPC TX C     - 3,161,180.      275,020.      MT  (+/- 180 meters Scaled)
 CD0195
 CD0195                          SUPERSEDED SURVEY CONTROL
 CD0195
 CD0195  NGVD 29 (??/??/92) 1199.136  (m)         3934.17   (f) ADJ UNCH    1 2
 CD0195
 CD0195.Superseded values are not recommended for survey control.
 CD0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0195.See file dsdata.txt to determine how the superseded data were derived.
 CD0195
 CD0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ203344(NAD 83)
 CD0195_MARKER: DB = BENCH MARK DISK
 CD0195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0195_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0195_STAMPING: N 17 ELEV 3934.165 FT
 CD0195_PROJECTION: PROJECTING 30 CENTIMETERS
 CD0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0195
 CD0195  HISTORY     - Date     Condition        Report By
 CD0195  HISTORY     - UNK      MONUMENTED       CGS
 CD0195  HISTORY     - 1956     GOOD             NGS
 CD0195  HISTORY     - 1981     GOOD             NGS
 CD0195
 CD0195                          STATION DESCRIPTION
 CD0195
 CD0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0195'2.8 MI E FROM VAN HORN.
 CD0195'2.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0195'AT VAN HORN, 10 FEET WEST OF THE 12TH POLE EAST OF MILEPOST 733, 108
 CD0195'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 39.5 FEET SOUTH OF
 CD0195'THE SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 2.8 FEET EAST
 CD0195'OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CD0195'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0195
 CD0195                          STATION RECOVERY (1981)
 CD0195
 CD0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0195'4.3 KM (2.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS JUNCTION
 CD0195'WITH U.S. HIGHWAY 90 IN VAN HORN, 0.3 KM (0.2 MI) EAST OF THE
 CD0195'MISSOURI PACIFIC RAILROAD MILE POST 733, 55.8 METERS (183.0 FT)
 CD0195'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CD0195'32.9 METERS (108.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD,
 CD0195'12.0 METERS (39.5 FT) SOUTH OF THE NEAR RAIL, AND 3.0 METERS (10.0 FT)
 CD0195'WEST OF A UTILITY POLE.
 CD0195'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CD0195'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0585 ***********************************************************************
 AB0585  DESIGNATION -  N 17 C CO
 AB0585  PID         -  AB0585
 AB0585  STATE/COUNTY-  TX/CAMERON
 AB0585  USGS QUAD   -  HARLINGEN (1983)
 AB0585
 AB0585                         *CURRENT SURVEY CONTROL
 AB0585  ___________________________________________________________________
 AB0585* NAD 83(1986)-  26 14 54.     (N)    097 40 10.     (W)     SCALED    
 AB0585* NAVD 88     -        10.845  (meters)      35.58   (feet)  ADJUSTED  
 AB0585  ___________________________________________________________________
 AB0585  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AB0585  DYNAMIC HT  -          10.828 (meters)      35.52  (feet)  COMP
 AB0585  MODELED GRAV-     979,040.6   (mgal)                       NAVD 88
 AB0585
 AB0585  VERT ORDER  -  SECOND    CLASS 0
 AB0585
 AB0585.The horizontal coordinates were scaled from a topographic map and have
 AB0585.an estimated accuracy of +/- 6 seconds.
 AB0585
 AB0585.The orthometric height was determined by differential leveling
 AB0585.and adjusted by the National Geodetic Survey in June 1991..
 AB0585
 AB0585.The geoid height was determined by GEOID03.
 AB0585
 AB0585.The dynamic height is computed by dividing the NAVD 88
 AB0585.geopotential number by the normal gravity value computed on the
 AB0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0585.degrees latitude (g = 980.6199 gals.).
 AB0585
 AB0585.The modeled gravity was interpolated from observed gravity values.
 AB0585
 AB0585;                    North         East    Units  Estimated Accuracy
 AB0585;SPC TX S     - 5,064,720.      382,980.      MT  (+/- 180 meters Scaled)
 AB0585
 AB0585                          SUPERSEDED SURVEY CONTROL
 AB0585
 AB0585  NGVD 29 (??/??/92)   10.941  (m)           35.90   (f) ADJ UNCH    2 0
 AB0585
 AB0585.Superseded values are not recommended for survey control.
 AB0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0585.See file dsdata.txt to determine how the superseded data were derived.
 AB0585
 AB0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ328038(NAD 83)
 AB0585_MARKER: DD = SURVEY DISK
 AB0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0585_SP_SET: SYPHON
 AB0585_STAMPING: N 17 35.59
 AB0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0585
 AB0585  HISTORY     - Date     Condition        Report By
 AB0585  HISTORY     - UNK      MONUMENTED
 AB0585  HISTORY     - 1942     GOOD             NGS
 AB0585  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0585
 AB0585                          STATION DESCRIPTION
 AB0585
 AB0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0585'4.0 MI E FROM COMBES.
 AB0585'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0585'ROAD AND GO 4.0 MILES TO CONCRETE SYPHON.  BENCH MARK IS SET
 AB0585'HORIZONTALLY IN CENTER OF THE TOP OF THE NORTH HEADWALL OF THE SYPHON,
 AB0585'IT IS 15 FEET NORTH OF AND ABOUT 3.5 FEET ABOVE THE CENTERLINE OF THE
 AB0585'ROAD.  A CAMERON COUNTY DISK SET IN A DRILL HOLE AND STAMPED N 17
 AB0585'35.59.  NOTE-- 1.7 MILES NORTH OF THE HARLINGEN ARMY AIR FIELD. THE
 AB0585'AIR FIELD IS 3.4 MILES NORTHEAST OF HARLINGEN.
 AB0585
 AB0585                          STATION RECOVERY (1981)
 AB0585
 AB0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0585'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1682 ***********************************************************************
 AW1682  DESIGNATION -  N 171 RESET 1956
 AW1682  PID         -  AW1682
 AW1682  STATE/COUNTY-  TX/GALVESTON
 AW1682  USGS QUAD   -  FLAKE (1994)
 AW1682
 AW1682                         *CURRENT SURVEY CONTROL
 AW1682  ___________________________________________________________________
 AW1682* NAD 83(1986)-  29 26 17.     (N)    094 40 25.     (W)     SCALED    
 AW1682* NAVD 88     -         2.28   (+/-2cm)       7.5    (feet)  VERTCON   
 AW1682  ___________________________________________________________________
 AW1682  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW1682
 AW1682  VERT ORDER  -  THIRD (See Below)
 AW1682
 AW1682.The horizontal coordinates were scaled from a topographic map and have
 AW1682.an estimated accuracy of +/- 6 seconds.
 AW1682
 AW1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1682.The vertical order pertains to the NGVD 29 superseded value.
 AW1682
 AW1682.The geoid height was determined by GEOID03.
 AW1682
 AW1682;                    North         East    Units  Estimated Accuracy
 AW1682;SPC TXSC     - 4,185,610.    1,019,620.      MT  (+/- 180 meters Scaled)
 AW1682
 AW1682                          SUPERSEDED SURVEY CONTROL
 AW1682
 AW1682  NGVD 29 (??/??/??)    2.28   (m)            7.5    (f) RESET       3  
 AW1682
 AW1682.Superseded values are not recommended for survey control.
 AW1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1682.See file dsdata.txt to determine how the superseded data were derived.
 AW1682
 AW1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN376576(NAD 83)
 AW1682_MARKER: DB = BENCH MARK DISK
 AW1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1682_STAMPING: N 171 RESET 1956
 AW1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1682+STABILITY: SURFACE MOTION
 AW1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1682+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1682
 AW1682  HISTORY     - Date     Condition        Report By
 AW1682  HISTORY     - 1956     MONUMENTED       CGS
 AW1682  HISTORY     - 1958     GOOD             NGS
 AW1682  HISTORY     - 1977     GOOD             NGS
 AW1682  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1682  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1682  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW1682  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 AW1682  HISTORY     - 20020708 MARK NOT FOUND   USPSQD
 AW1682  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 AW1682  HISTORY     - 20041023 GOOD             USPSQD
 AW1682
 AW1682                          STATION DESCRIPTION
 AW1682
 AW1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1682'8.4 MI NE FROM PORT BOLIVAR.
 AW1682'ABOUT 8.4 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1682'LANDING AT PORT BOLIVAR, 70 YARDS NORTHEAST OF A CONCRETE CULVERT
 AW1682'UNDER THE HIGHWAY, 56 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW1682'HIGHWAY, 40 FEET SOUTHWEST OF A FENCE POST, 1/2 FOOT SOUTHEAST OF A
 AW1682'FENCE, 1 FOOT NORTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 AW1682'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1682
 AW1682                          STATION RECOVERY (1977)
 AW1682
 AW1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1682'RECOVERED IN GOOD CONDITION.
 AW1682
 AW1682                          STATION RECOVERY (1978)
 AW1682
 AW1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1682'NOT RECOVERED.
 AW1682
 AW1682                          STATION RECOVERY (1989)
 AW1682
 AW1682'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW1682'MARK NOT FOUND.
 AW1682
 AW1682                          STATION RECOVERY (1999)
 AW1682
 AW1682'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1682'MARK NOT FOUND.
 AW1682
 AW1682                          STATION RECOVERY (2001)
 AW1682
 AW1682'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1682'MARK NOT FOUND.
 AW1682
 AW1682                          STATION RECOVERY (2002)
 AW1682
 AW1682'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1682'MARK NOT FOUND.
 AW1682
 AW1682                          STATION RECOVERY (2003)
 AW1682
 AW1682'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1682'MARK NOT FOUND.
 AW1682
 AW1682                          STATION RECOVERY (2004)
 AW1682
 AW1682'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1198 ***********************************************************************
 AN1198  DESIGNATION -  N 175
 AN1198  PID         -  AN1198
 AN1198  STATE/COUNTY-  TX/SAN PATRICIO
 AN1198  USGS QUAD   -  SINTON EAST (1979)
 AN1198
 AN1198                         *CURRENT SURVEY CONTROL
 AN1198  ___________________________________________________________________
 AN1198* NAD 83(1993)-  28 02 12.81528(N)    097 29 42.28696(W)     ADJUSTED  
 AN1198* NAVD 88     -        15.128  (meters)      49.63   (feet)  ADJUSTED  
 AN1198  ___________________________________________________________________
 AN1198  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AN1198  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1198  DYNAMIC HT  -          15.105 (meters)      49.56  (feet)  COMP
 AN1198  MODELED GRAV-     979,134.1   (mgal)                       NAVD 88
 AN1198
 AN1198  HORZ ORDER  -  SECOND
 AN1198  VERT ORDER  -  FIRST     CLASS II
 AN1198
 AN1198.This mark is at San Patricio Co (T69) Airport (T69)
 AN1198
 AN1198.The horizontal coordinates were established by classical geodetic methods
 AN1198.and adjusted by the National Geodetic Survey in February 1996..
 AN1198
 AN1198.The orthometric height was determined by differential leveling
 AN1198.and adjusted by the National Geodetic Survey in June 1991..
 AN1198
 AN1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1198
 AN1198.The geoid height was determined by GEOID03.
 AN1198
 AN1198.The dynamic height is computed by dividing the NAVD 88
 AN1198.geopotential number by the normal gravity value computed on the
 AN1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1198.degrees latitude (g = 980.6199 gals.).
 AN1198
 AN1198.The modeled gravity was interpolated from observed gravity values.
 AN1198
 AN1198;                    North         East     Units Scale Factor Converg.
 AN1198;SPC TX S     - 5,263,009.439   398,816.825   MT  1.00005787   +0 27 22.5
 AN1198;SPC TX S     -17,267,056.80  1,308,451.53   sFT  1.00005787   +0 27 22.5
 AN1198;SPC TXSC     - 4,023,513.941   747,989.620   MT  1.00011745   +0 44 14.2
 AN1198;SPC TXSC     -13,200,478.65  2,454,029.28   sFT  1.00011745   +0 44 14.2
 AN1198;UTM  14      - 3,102,202.509   647,926.696   MT  0.99987008   +0 42 27.0
 AN1198
 AN1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1198!SPC TX S     -   1.00000186  x   1.00005787  =   1.00005973
 AN1198!SPC TXSC     -   1.00000186  x   1.00011745  =   1.00011931
 AN1198!UTM  14      -   1.00000186  x   0.99987008  =   0.99987194
 AN1198
 AN1198                          SUPERSEDED SURVEY CONTROL
 AN1198
 AN1198  NAD 83(1986)-  28 02 12.82295(N)    097 29 42.26661(W) AD(       ) 2
 AN1198  NAD 27      -  28 02 11.76900(N)    097 29 41.28700(W) AD(       ) 2
 AN1198  NGVD 29 (??/??/92)   15.28   (m)           50.1    (f) COMPUTED    1 2
 AN1198
 AN1198.Superseded values are not recommended for survey control.
 AN1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1198.See file dsdata.txt to determine how the superseded data were derived.
 AN1198
 AN1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4792702203(NAD 83)
 AN1198_MARKER: DB = BENCH MARK DISK
 AN1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1198_STAMPING: N 175 1950
 AN1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1198+STABILITY: SURFACE MOTION
 AN1198
 AN1198  HISTORY     - Date     Condition        Report By
 AN1198  HISTORY     - 1950     MONUMENTED       CGS
 AN1198  HISTORY     - 1953     GOOD             CGS
 AN1198  HISTORY     - 1968     MARK NOT FOUND   LOCENG
 AN1198
 AN1198                          STATION DESCRIPTION
 AN1198
 AN1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN1198'0.75 MI E FROM SINTON.
 AN1198'0.75 MILE EAST ALONG U.S. HIGHWAY 181 FROM THE ST. LOUIS, BROWNSVILLE
 AN1198'AND MEXICO RAILROAD STATION AT SINTON, AT THE SINTON AIRPORT, 193 FEET
 AN1198'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH HANGAR, 103 FEET NORTH
 AN1198'OF THE CENTER LINE OF THE HIGHWAY, 41 FEET EAST OF THE CENTER OF THE
 AN1198'MAIN GATE, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 AN1198'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AN1198
 AN1198                          STATION RECOVERY (1953)
 AN1198
 AN1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AN1198'BENCH MARK N 175, WHICH IS REFEREMCE MARK 2 FOR STATION
 AN1198'SINTON, IS STAMPED
 AN1198'N 175 1950.  IT IS A STANDARD BENCH MARK DISK SET IN A CONCRETE
 AN1198'CYLINDER THAT IS FLUSH WITH THE GROUND LEVEL.  IT IS 35 FEET
 AN1198'EAST OF THE CATTLE GUARD THAT IS THE ENTRANCE TO THE AIRPORT AND
 AN1198'1 FOOT SOUTH OF A WIRE FENCE.
 AN1198
 AN1198                          STATION RECOVERY (1968)
 AN1198
 AN1198'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 AN1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0753 ***********************************************************************
 AH0753  DESIGNATION -  N 176
 AH0753  PID         -  AH0753
 AH0753  STATE/COUNTY-  TX/NUECES
 AH0753  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0753
 AH0753                         *CURRENT SURVEY CONTROL
 AH0753  ___________________________________________________________________
 AH0753* NAD 83(1986)-  27 33 30.     (N)    097 49 56.     (W)     SCALED    
 AH0753* NAVD 88     -        17.343  (meters)      56.90   (feet)  ADJUSTED  
 AH0753  ___________________________________________________________________
 AH0753  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AH0753  DYNAMIC HT  -          17.316 (meters)      56.81  (feet)  COMP
 AH0753  MODELED GRAV-     979,099.2   (mgal)                       NAVD 88
 AH0753
 AH0753  VERT ORDER  -  FIRST     CLASS II
 AH0753
 AH0753.The horizontal coordinates were scaled from a topographic map and have
 AH0753.an estimated accuracy of +/- 6 seconds.
 AH0753
 AH0753.The orthometric height was determined by differential leveling
 AH0753.and adjusted by the National Geodetic Survey in June 1991..
 AH0753.WARNING-Repeat measurements at this control monument indicate possible
 AH0753.vertical movement.
 AH0753
 AH0753.The geoid height was determined by GEOID03.
 AH0753
 AH0753.The dynamic height is computed by dividing the NAVD 88
 AH0753.geopotential number by the normal gravity value computed on the
 AH0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0753.degrees latitude (g = 980.6199 gals.).
 AH0753
 AH0753.The modeled gravity was interpolated from observed gravity values.
 AH0753
 AH0753;                    North         East    Units  Estimated Accuracy
 AH0753;SPC TX S     - 5,209,760.      365,950.      MT  (+/- 180 meters Scaled)
 AH0753
 AH0753                          SUPERSEDED SURVEY CONTROL
 AH0753
 AH0753  NGVD 29 (??/??/92)   17.493  (m)           57.39   (f) ADJ UNCH    1 2
 AH0753
 AH0753.Superseded values are not recommended for survey control.
 AH0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0753.See file dsdata.txt to determine how the superseded data were derived.
 AH0753
 AH0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR152488(NAD 83)
 AH0753_MARKER: DB = BENCH MARK DISK
 AH0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0753_SP_SET: ABUTMENT
 AH0753_STAMPING: N 176 1950
 AH0753_MARK LOGO: CGS   
 AH0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0753
 AH0753  HISTORY     - Date     Condition        Report By
 AH0753  HISTORY     - 1950     MONUMENTED       CGS
 AH0753  HISTORY     - 1981     GOOD             NGS
 AH0753  HISTORY     - 20011006 GOOD             USPSQD
 AH0753
 AH0753                          STATION DESCRIPTION
 AH0753
 AH0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0753'2.6 MI SW FROM BISHOP.
 AH0753'2.6 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0753'RAILROAD FROM THE STATION AT BISHOP, AT THE NUECES - KLEBERG COUNTY
 AH0753'LINE, 6 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 FEET BELOW THE TOP OF
 AH0753'THE RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 AH0753'ABUTMENT OF TRESTLE 122.4.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0753
 AH0753                          STATION RECOVERY (1981)
 AH0753
 AH0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0753'RECOVERED THIS DATE, A NEW DESCRIPTION FOLLOWS, 4.8 KM (3.0 MI)
 AH0753'SOUTHWEST ALONG BUSINESS U.S. HIGHWAY 77 SOUTHBOUND FROM THE JUNCTION
 AH0753'OF MAIN STREET IN BISHOP, AT THE NUECES-KLEBERG COUNTY LINE, SET IN
 AH0753'THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF RAILROAD
 AH0753'TRESTLE 122.4, 28.0 METERS (91.7 FT) NORTHWEST OF THE CENTERLINE OF
 AH0753'BUSINESS U.S. HIGHWAY 77 SOUTHBOUND LANE 1.8 METERS (6.0 FT) NORTHWEST
 AH0753'OF THE NORTHWEST RAIL OF THE MISSOURI PACIFIC RAILROAD.
 AH0753'THE MARK IS 0.61 M BELOW TRACKS.
 AH0753
 AH0753                          STATION RECOVERY (2001)
 AH0753
 AH0753'RECOVERY NOTE BY US POWER SQUADRON 2001 (LKL)
 AH0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0537 ***********************************************************************
 AB0537  DESIGNATION -  N 178
 AB0537  PID         -  AB0537
 AB0537  STATE/COUNTY-  TX/WILLACY
 AB0537  USGS QUAD   -  WILLAMAR SW (1983)
 AB0537
 AB0537                         *CURRENT SURVEY CONTROL
 AB0537  ___________________________________________________________________
 AB0537* NAD 83(1986)-  26 21 27.     (N)    097 37 47.     (W)     SCALED    
 AB0537* NAVD 88     -         7.112  (meters)      23.33   (feet)  ADJUSTED  
 AB0537  ___________________________________________________________________
 AB0537  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB0537  DYNAMIC HT  -           7.100 (meters)      23.29  (feet)  COMP
 AB0537  MODELED GRAV-     979,050.5   (mgal)                       NAVD 88
 AB0537
 AB0537  VERT ORDER  -  FIRST     CLASS II
 AB0537
 AB0537.The horizontal coordinates were scaled from a topographic map and have
 AB0537.an estimated accuracy of +/- 6 seconds.
 AB0537
 AB0537.The orthometric height was determined by differential leveling
 AB0537.and adjusted by the National Geodetic Survey in June 1991..
 AB0537
 AB0537.The geoid height was determined by GEOID03.
 AB0537
 AB0537.The dynamic height is computed by dividing the NAVD 88
 AB0537.geopotential number by the normal gravity value computed on the
 AB0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0537.degrees latitude (g = 980.6199 gals.).
 AB0537
 AB0537.The modeled gravity was interpolated from observed gravity values.
 AB0537
 AB0537;                    North         East    Units  Estimated Accuracy
 AB0537;SPC TX S     - 5,076,840.      386,860.      MT  (+/- 180 meters Scaled)
 AB0537
 AB0537                          SUPERSEDED SURVEY CONTROL
 AB0537
 AB0537  NGVD 29 (??/??/92)    7.186  (m)           23.58   (f) ADJ UNCH    1 2
 AB0537
 AB0537.Superseded values are not recommended for survey control.
 AB0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0537.See file dsdata.txt to determine how the superseded data were derived.
 AB0537
 AB0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ367160(NAD 83)
 AB0537_MARKER: DB = BENCH MARK DISK
 AB0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0537_STAMPING: N 178 1951
 AB0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0537+STABILITY: SURFACE MOTION
 AB0537
 AB0537  HISTORY     - Date     Condition        Report By
 AB0537  HISTORY     - 1951     MONUMENTED       CGS
 AB0537
 AB0537                          STATION DESCRIPTION
 AB0537
 AB0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0537'10.9 MI NE FROM SEBASTIAN.
 AB0537'0.9 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0537'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 10.0 MILES EAST ALONG
 AB0537'FARM ROAD 1018, 0.3 MILE EAST OF A SMALL WHITE HOUSE, 0.2 MILE WEST OF
 AB0537'A ROAD LEADING SOUTH, 40 FEET NORTH OF THE CENTER LINE OF THE FARM
 AB0537'ROAD, 3 FEET EAST OF POWER POLE 15547, SET IN THE TOP OF A CONCRETE
 AB0537'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0528 ***********************************************************************
 AH0528  DESIGNATION -  N 179
 AH0528  PID         -  AH0528
 AH0528  STATE/COUNTY-  TX/KENEDY
 AH0528  USGS QUAD   -  TURCOTTE (1979)
 AH0528
 AH0528                         *CURRENT SURVEY CONTROL
 AH0528  ___________________________________________________________________
 AH0528* NAD 83(1986)-  27 03 11.     (N)    097 47 40.     (W)     SCALED    
 AH0528* NAVD 88     -        12.020  (meters)      39.44   (feet)  ADJUSTED  
 AH0528  ___________________________________________________________________
 AH0528  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AH0528  DYNAMIC HT  -          12.001 (meters)      39.37  (feet)  COMP
 AH0528  MODELED GRAV-     979,082.7   (mgal)                       NAVD 88
 AH0528
 AH0528  VERT ORDER  -  FIRST     CLASS II
 AH0528
 AH0528.The horizontal coordinates were scaled from a topographic map and have
 AH0528.an estimated accuracy of +/- 6 seconds.
 AH0528
 AH0528.The orthometric height was determined by differential leveling
 AH0528.and adjusted by the National Geodetic Survey in June 1991..
 AH0528.WARNING-Repeat measurements at this control monument indicate possible
 AH0528.vertical movement.
 AH0528
 AH0528.The geoid height was determined by GEOID03.
 AH0528
 AH0528.The dynamic height is computed by dividing the NAVD 88
 AH0528.geopotential number by the normal gravity value computed on the
 AH0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0528.degrees latitude (g = 980.6199 gals.).
 AH0528
 AH0528.The modeled gravity was interpolated from observed gravity values.
 AH0528
 AH0528;                    North         East    Units  Estimated Accuracy
 AH0528;SPC TX S     - 5,153,800.      369,990.      MT  (+/- 180 meters Scaled)
 AH0528
 AH0528                          SUPERSEDED SURVEY CONTROL
 AH0528
 AH0528  NGVD 29 (??/??/92)   12.113  (m)           39.74   (f) ADJ UNCH    1 2
 AH0528
 AH0528.Superseded values are not recommended for survey control.
 AH0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0528.See file dsdata.txt to determine how the superseded data were derived.
 AH0528
 AH0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ195928(NAD 83)
 AH0528_MARKER: DB = BENCH MARK DISK
 AH0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0528_STAMPING: N 179 1951
 AH0528_MARK LOGO: CGS   
 AH0528_PROJECTION: FLUSH
 AH0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0528+STABILITY: SURFACE MOTION
 AH0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0528+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AH0528
 AH0528  HISTORY     - Date     Condition        Report By
 AH0528  HISTORY     - 1951     MONUMENTED       CGS
 AH0528  HISTORY     - 1981     GOOD             NGS
 AH0528  HISTORY     - 1988     GOOD             USPSQD
 AH0528  HISTORY     - 20040201 GOOD             USPSQD
 AH0528
 AH0528                          STATION DESCRIPTION
 AH0528
 AH0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0528'3.5 MI N FROM TURCOTTE.
 AH0528'3.5 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0528'FROM THE STATION SIGN AT TURCOTTE, 80 FEET EAST OF AND ACROSS THE
 AH0528'TRACK FROM MILEPOST 86, 67 FEET WEST OF THE CENTER LINE OF U.S.
 AH0528'HIGHWAY 77, 40 FEET EAST OF THE EAST RAIL, 2 FEET NORTH OF A WITNESS
 AH0528'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AH0528'THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0528
 AH0528                          STATION RECOVERY (1981)
 AH0528
 AH0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0528'RECOVERED THIS DATE.  NOTE-19.1 KM (11.85 MI) SOUTH ALONG U.S. HIGHWAY
 AH0528'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0528'POST OFFICE IN SARITA.
 AH0528'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AH0528
 AH0528                          STATION RECOVERY (1988)
 AH0528
 AH0528'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0528'RECOVERED IN GOOD CONDITION.
 AH0528
 AH0528                          STATION RECOVERY (2004)
 AH0528
 AH0528'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0649 ***********************************************************************
 CD0649  DESIGNATION -  N 18
 CD0649  PID         -  CD0649
 CD0649  STATE/COUNTY-  TX/HUDSPETH
 CD0649  USGS QUAD   -  ACALA (1972)
 CD0649
 CD0649                         *CURRENT SURVEY CONTROL
 CD0649  ___________________________________________________________________
 CD0649* NAD 83(1986)-  31 20 09.     (N)    105 53 38.     (W)     SCALED    
 CD0649* NAVD 88     -      1097.391  (meters)    3600.36   (feet)  ADJUSTED  
 CD0649  ___________________________________________________________________
 CD0649  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CD0649  DYNAMIC HT  -        1095.670 (meters)    3594.71  (feet)  COMP
 CD0649  MODELED GRAV-     979,036.1   (mgal)                       NAVD 88
 CD0649
 CD0649  VERT ORDER  -  FIRST     CLASS II
 CD0649
 CD0649.The horizontal coordinates were scaled from a topographic map and have
 CD0649.an estimated accuracy of +/- 6 seconds.
 CD0649
 CD0649.The orthometric height was determined by differential leveling
 CD0649.and adjusted by the National Geodetic Survey in June 1991..
 CD0649
 CD0649.The geoid height was determined by GEOID03.
 CD0649
 CD0649.The dynamic height is computed by dividing the NAVD 88
 CD0649.geopotential number by the normal gravity value computed on the
 CD0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0649.degrees latitude (g = 980.6199 gals.).
 CD0649
 CD0649.The modeled gravity was interpolated from observed gravity values.
 CD0649
 CD0649;                    North         East    Units  Estimated Accuracy
 CD0649;SPC TX C     - 3,198,260.      171,090.      MT  (+/- 180 meters Scaled)
 CD0649
 CD0649                          SUPERSEDED SURVEY CONTROL
 CD0649
 CD0649  NGVD 29 (??/??/92) 1096.796  (m)         3598.40   (f) ADJ UNCH    1 2
 CD0649
 CD0649.Superseded values are not recommended for survey control.
 CD0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0649.See file dsdata.txt to determine how the superseded data were derived.
 CD0649
 CD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ149671(NAD 83)
 CD0649_MARKER: P = PIPE CAP
 CD0649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0649_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0649_STAMPING: N 18 ELEV 3598.405 FT
 CD0649_PROJECTION: PROJECTING 30 CENTIMETERS
 CD0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0649
 CD0649  HISTORY     - Date     Condition        Report By
 CD0649  HISTORY     - UNK      MONUMENTED       CGS
 CD0649  HISTORY     - 1956     GOOD             NGS
 CD0649  HISTORY     - 1981     GOOD             NGS
 CD0649
 CD0649                          STATION DESCRIPTION
 CD0649
 CD0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0649'3.9 MI NW FROM FORT HANCOCK.
 CD0649'3.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0649'STATION AT FORT HANCOCK, 7 1/2 POLES EAST OF THE STATION SIGN AT
 CD0649'ACALA, 41 FEET SOUTH OF THE SOUTH RAIL, 6.5 FEET NORTH OF A FENCE,
 CD0649'10.8 FEET WEST OF MILEPOST 780, SCREWED ON THE TOP OF A 3 1/2 INCH
 CD0649'IRON PIPE WHICH PROJECTS 1.3 FEET ABOVE THE GROUND.
 CD0649
 CD0649                          STATION RECOVERY (1981)
 CD0649
 CD0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0649'29.8 KM (18.5 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CD0649'POST OFFICE IN FABENS, THENCE 1.9 KM (1.2 MI) EASTERLY ALONG A SAND
 CD0649'ROAD, THENCE 0.4 KM (0.25 MI) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CD0649'RAILROAD, 0.4 KM (0.25 MI) SOUTHEAST OF A SAND ROAD CROSSING, 12.5
 CD0649'METERS (41.0 FT) SOUTHWEST OF THE NEAR RAIL AND 3.4 METERS (11.0 FT)
 CD0649'NORTH-NORTHWEST OF MILEPOST 780.
 CD0649'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CD0649'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0593 ***********************************************************************
 AB0593  DESIGNATION -  N 18
 AB0593  PID         -  AB0593
 AB0593  STATE/COUNTY-  TX/CAMERON
 AB0593  USGS QUAD   -  HARLINGEN (1983)
 AB0593
 AB0593                         *CURRENT SURVEY CONTROL
 AB0593  ___________________________________________________________________
 AB0593* NAD 83(1986)-  26 14 52.     (N)    097 38 53.     (W)     SCALED    
 AB0593* NAVD 88     -        10.675  (meters)      35.02   (feet)  ADJUSTED  
 AB0593  ___________________________________________________________________
 AB0593  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AB0593  DYNAMIC HT  -          10.657 (meters)      34.96  (feet)  COMP
 AB0593  MODELED GRAV-     979,042.0   (mgal)                       NAVD 88
 AB0593
 AB0593  VERT ORDER  -  SECOND    CLASS 0
 AB0593
 AB0593.The horizontal coordinates were scaled from a topographic map and have
 AB0593.an estimated accuracy of +/- 6 seconds.
 AB0593
 AB0593.The orthometric height was determined by differential leveling
 AB0593.and adjusted by the National Geodetic Survey in June 1991..
 AB0593
 AB0593.The geoid height was determined by GEOID03.
 AB0593
 AB0593.The dynamic height is computed by dividing the NAVD 88
 AB0593.geopotential number by the normal gravity value computed on the
 AB0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0593.degrees latitude (g = 980.6199 gals.).
 AB0593
 AB0593.The modeled gravity was interpolated from observed gravity values.
 AB0593
 AB0593;                    North         East    Units  Estimated Accuracy
 AB0593;SPC TX S     - 5,064,670.      385,110.      MT  (+/- 180 meters Scaled)
 AB0593
 AB0593                          SUPERSEDED SURVEY CONTROL
 AB0593
 AB0593  NGVD 29 (??/??/92)   10.767  (m)           35.32   (f) ADJ UNCH    2 0
 AB0593
 AB0593.Superseded values are not recommended for survey control.
 AB0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0593.See file dsdata.txt to determine how the superseded data were derived.
 AB0593
 AB0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ350038(NAD 83)
 AB0593_MARKER: DD = SURVEY DISK
 AB0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0593_SP_SET: SYPHON
 AB0593_STAMPING: N 18 35.04
 AB0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0593
 AB0593  HISTORY     - Date     Condition        Report By
 AB0593  HISTORY     - UNK      MONUMENTED
 AB0593  HISTORY     - 1942     GOOD             NGS
 AB0593
 AB0593                          STATION DESCRIPTION
 AB0593
 AB0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0593'5.3 MI E FROM COMBES.
 AB0593'5.3 MILES EAST ALONG FARM MARKET ROAD 508 FROM THE POST OFFICE AT
 AB0593'COMBES, CAMERON COUNTY, 15 FEET NORTH OF AND ABOUT 3 FEET HIGHER THAN
 AB0593'THE CENTER LINE OF THE ROAD, AT A CONCRETE SYPHON, AND IN THE CENTER
 AB0593'OF THE TOP OF THE NORTH HEAD WALL.  A CAMERON COUNTY STANDARD DISK,
 AB0593'STAMPED N 18 35.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0176 ***********************************************************************
 CE0176  DESIGNATION -  N 180 RESET
 CE0176  PID         -  CE0176
 CE0176  STATE/COUNTY-  TX/EL PASO
 CE0176  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0176
 CE0176                         *CURRENT SURVEY CONTROL
 CE0176  ___________________________________________________________________
 CE0176* NAD 83(1986)-  31 50 09.     (N)    106 01 44.     (W)     SCALED    
 CE0176* NAVD 88     -      1400.858  (meters)    4595.98   (feet)  ADJUSTED  
 CE0176  ___________________________________________________________________
 CE0176  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CE0176  DYNAMIC HT  -        1398.713 (meters)    4588.94  (feet)  COMP
 CE0176  MODELED GRAV-     979,059.0   (mgal)                       NAVD 88
 CE0176
 CE0176  VERT ORDER  -  FIRST     CLASS II
 CE0176
 CE0176.The horizontal coordinates were scaled from a topographic map and have
 CE0176.an estimated accuracy of +/- 6 seconds.
 CE0176
 CE0176.The orthometric height was determined by differential leveling
 CE0176.and adjusted by the National Geodetic Survey in June 1991..
 CE0176
 CE0176.The geoid height was determined by GEOID03.
 CE0176
 CE0176.The dynamic height is computed by dividing the NAVD 88
 CE0176.geopotential number by the normal gravity value computed on the
 CE0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0176.degrees latitude (g = 980.6199 gals.).
 CE0176
 CE0176.The modeled gravity was interpolated from observed gravity values.
 CE0176
 CE0176;                    North         East    Units  Estimated Accuracy
 CE0176;SPC TX C     - 3,254,270.      161,100.      MT  (+/- 180 meters Scaled)
 CE0176
 CE0176                          SUPERSEDED SURVEY CONTROL
 CE0176
 CE0176.No superseded survey control is available for this station.
 CE0176
 CE0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR026227(NAD 83)
 CE0176_MARKER: DB = BENCH MARK DISK
 CE0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0176_STAMPING: N 180 RESET 1954
 CE0176_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0176+STABILITY: SURFACE MOTION
 CE0176
 CE0176  HISTORY     - Date     Condition        Report By
 CE0176  HISTORY     - 1954     MONUMENTED       CGS
 CE0176  HISTORY     - 1958     GOOD             NGS
 CE0176  HISTORY     - 1981     GOOD             NGS
 CE0176
 CE0176                          STATION DESCRIPTION
 CE0176
 CE0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0176'23.6 MI E FROM EL PASO.
 CE0176'ABOUT 23.6 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0176'OF LOOP 16 AT EL PASO, 99 FEET SOUTH OF THE CENTER LINE OF THE
 CE0176'HIGHWAY, 200 FEET EAST OF THE CENTER OF A DRY WASH, 1 FOOT NORTH OF A
 CE0176'FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 CE0176'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 CE0176'6 INCHES.
 CE0176
 CE0176                          STATION RECOVERY (1981)
 CE0176
 CE0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0176'38.4 KM (23.85 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0176'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0176'3.5 KM (2.2 MI) EAST OF RANCH ROAD 2775, 61.0 METERS (200.0  FT)
 CE0176'SOUTHEAST OF THE CENTER OF A DRY WASH, 30.2 METERS (99.0 FT)
 CE0176'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER (3.0 FT)
 CE0176'NORTHWEST OF A 4 BY 4 INCH WOODEN WITNESS POST AND 0.3 METER (1.0 FT)
 CE0176'NORTH-NORTHWEST OF A FENCE.
 CE0176'THE MARK IS 0.5 METERS  SSW FROM A WITNESS POST.
 CE0176'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0403 ***********************************************************************
 CD0403  DESIGNATION -  N 181
 CD0403  PID         -  CD0403
 CD0403  STATE/COUNTY-  TX/HUDSPETH
 CD0403  USGS QUAD   -  HUECO STATION (1984)
 CD0403
 CD0403                         *CURRENT SURVEY CONTROL
 CD0403  ___________________________________________________________________
 CD0403* NAD 83(1986)-  31 44 48.     (N)    105 17 10.     (W)     SCALED    
 CD0403* NAVD 88     -      1217.783  (meters)    3995.34   (feet)  ADJUSTED  
 CD0403  ___________________________________________________________________
 CD0403  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0403  DYNAMIC HT  -        1215.966 (meters)    3989.38  (feet)  COMP
 CD0403  MODELED GRAV-     979,104.9   (mgal)                       NAVD 88
 CD0403
 CD0403  VERT ORDER  -  FIRST     CLASS I
 CD0403
 CD0403.The horizontal coordinates were scaled from a topographic map and have
 CD0403.an estimated accuracy of +/- 6 seconds.
 CD0403
 CD0403.The orthometric height was determined by differential leveling
 CD0403.and adjusted by the National Geodetic Survey in June 1991..
 CD0403
 CD0403.The geoid height was determined by GEOID03.
 CD0403
 CD0403.The dynamic height is computed by dividing the NAVD 88
 CD0403.geopotential number by the normal gravity value computed on the
 CD0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0403.degrees latitude (g = 980.6199 gals.).
 CD0403
 CD0403.The modeled gravity was interpolated from observed gravity values.
 CD0403
 CD0403;                    North         East    Units  Estimated Accuracy
 CD0403;SPC TX C     - 3,241,030.      230,890.      MT  (+/- 180 meters Scaled)
 CD0403
 CD0403                          SUPERSEDED SURVEY CONTROL
 CD0403
 CD0403  NGVD 29 (??/??/92) 1217.261  (m)         3993.63   (f) ADJ UNCH    1 1
 CD0403
 CD0403.Superseded values are not recommended for survey control.
 CD0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0403.See file dsdata.txt to determine how the superseded data were derived.
 CD0403
 CD0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR729123(NAD 83)
 CD0403_MARKER: DB = BENCH MARK DISK
 CD0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0403_STAMPING: N 181 1933
 CD0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0403+STABILITY: SURFACE MOTION
 CD0403
 CD0403  HISTORY     - Date     Condition        Report By
 CD0403  HISTORY     - 1933     MONUMENTED       CGS
 CD0403  HISTORY     - 1958     GOOD             NGS
 CD0403  HISTORY     - 1977     GOOD             NGS
 CD0403
 CD0403                          STATION DESCRIPTION
 CD0403
 CD0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0403'67.3 MI E FROM EL PASO.
 CD0403'ABOUT 67.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0403'OF LOOP 16 AT EL PASO, 73 FEET SOUTH OF THE CENTER LINE OF THE
 CD0403'HIGHWAY, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A PRIVATE ROAD LEADING
 CD0403'SOUTH TO A SMALL BUILDING, ABOUT 200 FEET WEST OF THE WEST END OF A
 CD0403'CURVE, 18 FEET SOUTH OF A FENCE, 2 FEET EAST OF A CONCRETE WITNESS
 CD0403'POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CD0403'1977    GNGS
 CD0403
 CD0403                          STATION RECOVERY (1977)
 CD0403
 CD0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0403'35.85 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0403'HIGHWAY MAINTENANCE YARD AT PINE SPINGS, 0.15 MILE EAST OF THE
 CD0403'JUNCTION OF A DIRT ROAD LEADING SOUTH TO A SMALL BUILDING,
 CD0403'73 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 67 YARDS
 CD0403'WEST OF THE WEST END OF A CURVE, 17.5 FT. SOUTH OF THE RIGHT OF
 CD0403'WAY FENCE, 5.05 MILES WEST OF THE JUNCTION OF FARM ROAD 1437,
 CD0403'WITNESS POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0188 ***********************************************************************
 CV0188  DESIGNATION -  N 182
 CV0188  PID         -  CV0188
 CV0188  STATE/COUNTY-  TX/GAINES
 CV0188  USGS QUAD   -  PAYNES CORNER NW (1971)
 CV0188
 CV0188                         *CURRENT SURVEY CONTROL
 CV0188  ___________________________________________________________________
 CV0188* NAD 83(1986)-  32 43 37.     (N)    102 59 45.     (W)     SCALED    
 CV0188* NAVD 88     -      1080.774  (meters)    3545.84   (feet)  ADJUSTED  
 CV0188  ___________________________________________________________________
 CV0188  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 CV0188  DYNAMIC HT  -        1079.322 (meters)    3541.08  (feet)  COMP
 CV0188  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 CV0188
 CV0188  VERT ORDER  -  FIRST     CLASS II
 CV0188
 CV0188.The horizontal coordinates were scaled from a topographic map and have
 CV0188.an estimated accuracy of +/- 6 seconds.
 CV0188
 CV0188.The orthometric height was determined by differential leveling
 CV0188.and adjusted by the National Geodetic Survey in June 1991..
 CV0188
 CV0188.The geoid height was determined by GEOID03.
 CV0188
 CV0188.The dynamic height is computed by dividing the NAVD 88
 CV0188.geopotential number by the normal gravity value computed on the
 CV0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0188.degrees latitude (g = 980.6199 gals.).
 CV0188
 CV0188.The modeled gravity was interpolated from observed gravity values.
 CV0188
 CV0188;                    North         East    Units  Estimated Accuracy
 CV0188;SPC TXNC     - 2,126,590.      178,740.      MT  (+/- 180 meters Scaled)
 CV0188
 CV0188                          SUPERSEDED SURVEY CONTROL
 CV0188
 CV0188  NGVD 29 (??/??/92) 1080.45   (m)         3544.8    (f) COMPUTED    1 2
 CV0188
 CV0188.Superseded values are not recommended for survey control.
 CV0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0188.See file dsdata.txt to determine how the superseded data were derived.
 CV0188
 CV0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS878227(NAD 83)
 CV0188_MARKER: DB = BENCH MARK DISK
 CV0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0188_STAMPING: N-182 1933
 CV0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0188+STABILITY: SURFACE MOTION
 CV0188
 CV0188  HISTORY     - Date     Condition        Report By
 CV0188  HISTORY     - 1933     MONUMENTED       CGS
 CV0188  HISTORY     - 1934     GOOD             NGS
 CV0188  HISTORY     - 1972     MARK NOT FOUND   NGS
 CV0188  HISTORY     - 1978     POOR             DOD
 CV0188
 CV0188                          STATION DESCRIPTION
 CV0188
 CV0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0188'20.5 MI W FROM SEMINOLE.
 CV0188'20.5 MILES WEST OF SEMINOLE COURTHOUSE ON STATE HIGHWAY NO. 83.  FOUR
 CV0188'MILES EAST OF THE STATE LINE ON HIGHWAY NO. 83.  36 FEET SOUTH OF THE
 CV0188'CENTERLINE OF THE HIGHWAY, 270 FEET EAST OF A SECOND CLASS ROAD
 CV0188'RUNNING SOUTHWEST, 2 FEET NORTH OF THE FENCE LINE.
 CV0188
 CV0188                          STATION RECOVERY (1972)
 CV0188
 CV0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CV0188'MARK NOT FOUND.
 CV0188
 CV0188                          STATION RECOVERY (1978)
 CV0188
 CV0188'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CV0188'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1837 ***********************************************************************
 CS1837  DESIGNATION -  N 183
 CS1837  PID         -  CS1837
 CS1837  STATE/COUNTY-  TX/DALLAS
 CS1837  USGS QUAD   -  ARLINGTON (1981)
 CS1837
 CS1837                         *CURRENT SURVEY CONTROL
 CS1837  ___________________________________________________________________
 CS1837* NAD 83(1986)-  32 44 26.     (N)    097 01 12.     (W)     SCALED    
 CS1837* NAVD 88     -       167.734  (meters)     550.31   (feet)  ADJUSTED  
 CS1837  ___________________________________________________________________
 CS1837  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CS1837  DYNAMIC HT  -         167.540 (meters)     549.67  (feet)  COMP
 CS1837  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 CS1837
 CS1837  VERT ORDER  -  FIRST     CLASS II
 CS1837
 CS1837.The horizontal coordinates were scaled from a topographic map and have
 CS1837.an estimated accuracy of +/- 6 seconds.
 CS1837
 CS1837.The orthometric height was determined by differential leveling
 CS1837.and adjusted by the National Geodetic Survey in June 1991..
 CS1837
 CS1837.The geoid height was determined by GEOID03.
 CS1837
 CS1837.The dynamic height is computed by dividing the NAVD 88
 CS1837.geopotential number by the normal gravity value computed on the
 CS1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1837.degrees latitude (g = 980.6199 gals.).
 CS1837
 CS1837.The modeled gravity was interpolated from observed gravity values.
 CS1837
 CS1837;                    North         East    Units  Estimated Accuracy
 CS1837;SPC TXNC     - 2,120,060.      738,690.      MT  (+/- 180 meters Scaled)
 CS1837
 CS1837                          SUPERSEDED SURVEY CONTROL
 CS1837
 CS1837  NGVD 29 (??/??/92)  167.747  (m)          550.35   (f) ADJ UNCH    1 2
 CS1837
 CS1837.Superseded values are not recommended for survey control.
 CS1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1837.See file dsdata.txt to determine how the superseded data were derived.
 CS1837
 CS1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB855242(NAD 83)
 CS1837_MARKER: DB = BENCH MARK DISK
 CS1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1837_STAMPING: N 183 1952
 CS1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1837+STABILITY: SURFACE MOTION
 CS1837
 CS1837  HISTORY     - Date     Condition        Report By
 CS1837  HISTORY     - 1952     MONUMENTED       CGS
 CS1837  HISTORY     - 1966     GOOD             NGS
 CS1837  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1837
 CS1837                          STATION DESCRIPTION
 CS1837
 CS1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1837'1.05 MI W FROM GRAND PRAIRIE.
 CS1837'1.05 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1837'AT GRAND PRAIRIE, AT THE NORTH MAIN ENTRANCE TO THE GRAND PRAIRIE
 CS1837'AIRPORT, 56 FEET EAST OF THE CENTER OF THE ENTRANCE, 46 FEET SOUTH OF
 CS1837'THE SOUTH TRAFFIC LANE OF WEST JEFFERSON STREET, 29 FEET NORTHEAST OF
 CS1837'A JOG IN A FENCE, 28 FEET WEST OF A FENCE CORNER, 12 FEET EAST OF A
 CS1837'POWER POLE, 1 FOOT NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST,
 CS1837'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CS1837'GROUND.
 CS1837
 CS1837                          STATION RECOVERY (1966)
 CS1837
 CS1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1837'RECOVERED IN GOOD CONDITION.
 CS1837
 CS1837                          STATION RECOVERY (1986)
 CS1837
 CS1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1407 ***********************************************************************
 CS1407  DESIGNATION -  N 184
 CS1407  PID         -  CS1407
 CS1407  STATE/COUNTY-  TX/DALLAS
 CS1407  USGS QUAD   -  MESQUITE (1973)
 CS1407
 CS1407                         *CURRENT SURVEY CONTROL
 CS1407  ___________________________________________________________________
 CS1407* NAD 83(1986)-  32 45 17.     (N)    096 35 39.     (W)     SCALED    
 CS1407* NAVD 88     -       140.349  (meters)     460.46   (feet)  ADJUSTED  
 CS1407  ___________________________________________________________________
 CS1407  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS1407  DYNAMIC HT  -         140.193 (meters)     459.95  (feet)  COMP
 CS1407  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 CS1407
 CS1407  VERT ORDER  -  SECOND    CLASS 0
 CS1407
 CS1407.The horizontal coordinates were scaled from a topographic map and have
 CS1407.an estimated accuracy of +/- 6 seconds.
 CS1407
 CS1407.The orthometric height was determined by differential leveling
 CS1407.and adjusted by the National Geodetic Survey in June 1991..
 CS1407
 CS1407.The geoid height was determined by GEOID03.
 CS1407
 CS1407.The dynamic height is computed by dividing the NAVD 88
 CS1407.geopotential number by the normal gravity value computed on the
 CS1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1407.degrees latitude (g = 980.6199 gals.).
 CS1407
 CS1407.The modeled gravity was interpolated from observed gravity values.
 CS1407
 CS1407;                    North         East    Units  Estimated Accuracy
 CS1407;SPC TXNC     - 2,122,270.      778,570.      MT  (+/- 180 meters Scaled)
 CS1407
 CS1407                          SUPERSEDED SURVEY CONTROL
 CS1407
 CS1407  NGVD 29 (??/??/92)  140.360  (m)          460.50   (f) ADJ UNCH    2 0
 CS1407
 CS1407.Superseded values are not recommended for survey control.
 CS1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1407.See file dsdata.txt to determine how the superseded data were derived.
 CS1407
 CS1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB253266(NAD 83)
 CS1407_MARKER: DB = BENCH MARK DISK
 CS1407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1407_SP_SET: CULVERT
 CS1407_STAMPING: N 184 1952
 CS1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1407
 CS1407  HISTORY     - Date     Condition        Report By
 CS1407  HISTORY     - 1952     MONUMENTED       CGS
 CS1407  HISTORY     - 1958     GOOD             NGS
 CS1407  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1407
 CS1407                          STATION DESCRIPTION
 CS1407
 CS1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1407'1.2 MI SE FROM MESQUITE.
 CS1407'0.3 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS1407'MESQUITE, THENCE 0.8 MILE SOUTH ALONG SOUTH CARVER STREET, THENCE 0.1
 CS1407'MILE EAST ALONG AN OILED ROAD, 0.1 MILE WEST OF A CURVE IN THE ROAD,
 CS1407'14 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 CS1407'EAST END OF THE NORTH HEADWALL OF A 12X12 FOOT CONCRETE CULVERT. IT IS
 CS1407'ACROSS THE ROAD, NORTH FROM A SAND AND GRAVEL PLANT.
 CS1407
 CS1407                          STATION RECOVERY (1958)
 CS1407
 CS1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1407'RECOVERED IN GOOD CONDITION.
 CS1407
 CS1407                          STATION RECOVERY (2000)
 CS1407
 CS1407'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0286 ***********************************************************************
 DN0286  DESIGNATION -  N 185
 DN0286  PID         -  DN0286
 DN0286  STATE/COUNTY-  TX/COLLIN
 DN0286  USGS QUAD   -  CELINA (1960)
 DN0286
 DN0286                         *CURRENT SURVEY CONTROL
 DN0286  ___________________________________________________________________
 DN0286* NAD 83(1986)-  33 17 37.     (N)    096 47 31.     (W)     SCALED    
 DN0286* NAVD 88     -       198.357  (meters)     650.78   (feet)  ADJUSTED  
 DN0286  ___________________________________________________________________
 DN0286  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN0286  DYNAMIC HT  -         198.144 (meters)     650.08  (feet)  COMP
 DN0286  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 DN0286
 DN0286  VERT ORDER  -  SECOND    CLASS 0
 DN0286
 DN0286.The horizontal coordinates were scaled from a topographic map and have
 DN0286.an estimated accuracy of +/- 6 seconds.
 DN0286
 DN0286.The orthometric height was determined by differential leveling
 DN0286.and adjusted by the National Geodetic Survey in June 1991..
 DN0286
 DN0286.The geoid height was determined by GEOID03.
 DN0286
 DN0286.The dynamic height is computed by dividing the NAVD 88
 DN0286.geopotential number by the normal gravity value computed on the
 DN0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0286.degrees latitude (g = 980.6199 gals.).
 DN0286
 DN0286.The modeled gravity was interpolated from observed gravity values.
 DN0286
 DN0286;                    North         East    Units  Estimated Accuracy
 DN0286;SPC TXNC     - 2,181,710.      759,070.      MT  (+/- 180 meters Scaled)
 DN0286
 DN0286                          SUPERSEDED SURVEY CONTROL
 DN0286
 DN0286  NGVD 29 (??/??/92)  198.366  (m)          650.81   (f) ADJ UNCH    2 0
 DN0286
 DN0286.Superseded values are not recommended for survey control.
 DN0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0286.See file dsdata.txt to determine how the superseded data were derived.
 DN0286
 DN0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB056860(NAD 83)
 DN0286_MARKER: DB = BENCH MARK DISK
 DN0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0286_SP_SET: CULVERT
 DN0286_STAMPING: N 185 1952
 DN0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0286+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0286
 DN0286  HISTORY     - Date     Condition        Report By
 DN0286  HISTORY     - 1952     MONUMENTED       CGS
 DN0286  HISTORY     - 19940707 GOOD             USPSQD
 DN0286  HISTORY     - 20051031 GOOD             BOHAN
 DN0286
 DN0286                          STATION DESCRIPTION
 DN0286
 DN0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0286'3.9 MI N FROM PROSPER.
 DN0286'3.9 MILES NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0286'FROM THE STATION AT PROSPER, 1 1/2 POLES SOUTH OF MILEPOST 675-20, 33
 DN0286'FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 14 FEET WEST
 DN0286'OF THE WEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 DN0286'THE NORTH END OF THE WEST HEADWALL OF A 4 FOOT CONCRETE CULVERT UNDER
 DN0286'THE RAILROAD.
 DN0286
 DN0286                          STATION RECOVERY (1994)
 DN0286
 DN0286'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0286'RECOVERED IN GOOD CONDITION.
 DN0286
 DN0286                          STATION RECOVERY (2005)
 DN0286
 DN0286'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0334 ***********************************************************************
 DO0334  DESIGNATION -  N 186
 DO0334  PID         -  DO0334
 DO0334  STATE/COUNTY-  TX/ARCHER
 DO0334  USGS QUAD   -  ARCHER CITY WEST (1964)
 DO0334
 DO0334                         *CURRENT SURVEY CONTROL
 DO0334  ___________________________________________________________________
 DO0334* NAD 83(1986)-  33 32 11.     (N)    098 38 52.     (W)     SCALED    
 DO0334* NAVD 88     -       323.230  (meters)    1060.46   (feet)  ADJUSTED  
 DO0334  ___________________________________________________________________
 DO0334  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DO0334  DYNAMIC HT  -         322.863 (meters)    1059.26  (feet)  COMP
 DO0334  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 DO0334
 DO0334  VERT ORDER  -  SECOND    CLASS 0
 DO0334
 DO0334.The horizontal coordinates were scaled from a topographic map and have
 DO0334.an estimated accuracy of +/- 6 seconds.
 DO0334
 DO0334.The orthometric height was determined by differential leveling
 DO0334.and adjusted by the National Geodetic Survey in June 1991..
 DO0334
 DO0334.The geoid height was determined by GEOID03.
 DO0334
 DO0334.The dynamic height is computed by dividing the NAVD 88
 DO0334.geopotential number by the normal gravity value computed on the
 DO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0334.degrees latitude (g = 980.6199 gals.).
 DO0334
 DO0334.The modeled gravity was interpolated from observed gravity values.
 DO0334
 DO0334;                    North         East    Units  Estimated Accuracy
 DO0334;SPC TXNC     - 2,207,350.      586,280.      MT  (+/- 180 meters Scaled)
 DO0334
 DO0334                          SUPERSEDED SURVEY CONTROL
 DO0334
 DO0334  NGVD 29 (??/??/92)  323.136  (m)         1060.16   (f) ADJ UNCH    2 0
 DO0334
 DO0334.Superseded values are not recommended for survey control.
 DO0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0334.See file dsdata.txt to determine how the superseded data were derived.
 DO0334
 DO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC327108(NAD 83)
 DO0334_MARKER: DB = BENCH MARK DISK
 DO0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0334_STAMPING: N 186 1933
 DO0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0334+STABILITY: SURFACE MOTION
 DO0334
 DO0334  HISTORY     - Date     Condition        Report By
 DO0334  HISTORY     - 1933     MONUMENTED       CGS
 DO0334  HISTORY     - 1963     GOOD             USGS
 DO0334
 DO0334                          STATION DESCRIPTION
 DO0334
 DO0334'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO0334'4.3 MI S FROM ARCHER CITY.
 DO0334'4.3 MI. SOUTH ALONG THE ABD. WICHITA FALLS AND SOUTHERN RR. FROM
 DO0334'ARCHER CITY, TEXAS, 4.3 MI. SOUTH-WEST ALONG STATE HWY 79, 400 FT. SW
 DO0334'ALONG HWY FROM HWY AT TRACK RD SE AND 47 FT. SE OF HWY, IN A CONC.
 DO0334'POST PROJECTING 1.0 FT. ABOVE GROUND A STANDARD USC AND GS TABLET
 DO0334'STAMPED N 186 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0358 ***********************************************************************
 CT0358  DESIGNATION -  N 188
 CT0358  PID         -  CT0358
 CT0358  STATE/COUNTY-  TX/CALLAHAN
 CT0358  USGS QUAD   -  PUTNAM NORTH (1966)
 CT0358
 CT0358                         *CURRENT SURVEY CONTROL
 CT0358  ___________________________________________________________________
 CT0358* NAD 83(1986)-  32 29 59.     (N)    099 07 58.     (W)     SCALED    
 CT0358* NAVD 88     -       435.234  (meters)    1427.93   (feet)  ADJUSTED  
 CT0358  ___________________________________________________________________
 CT0358  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CT0358  DYNAMIC HT  -         434.677 (meters)    1426.10  (feet)  COMP
 CT0358  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 CT0358
 CT0358  VERT ORDER  -  SECOND    CLASS 0
 CT0358
 CT0358.The horizontal coordinates were scaled from a topographic map and have
 CT0358.an estimated accuracy of +/- 6 seconds.
 CT0358
 CT0358.The orthometric height was determined by differential leveling
 CT0358.and adjusted by the National Geodetic Survey in June 1991..
 CT0358
 CT0358.The geoid height was determined by GEOID03.
 CT0358
 CT0358.The dynamic height is computed by dividing the NAVD 88
 CT0358.geopotential number by the normal gravity value computed on the
 CT0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0358.degrees latitude (g = 980.6199 gals.).
 CT0358
 CT0358.The modeled gravity was interpolated from observed gravity values.
 CT0358
 CT0358;                    North         East    Units  Estimated Accuracy
 CT0358;SPC TXNC     - 2,092,560.      540,540.      MT  (+/- 180 meters Scaled)
 CT0358
 CT0358                          SUPERSEDED SURVEY CONTROL
 CT0358
 CT0358  NGVD 29 (??/??/92)  435.102  (m)         1427.50   (f) ADJ UNCH    2 0
 CT0358
 CT0358.Superseded values are not recommended for survey control.
 CT0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0358.See file dsdata.txt to determine how the superseded data were derived.
 CT0358
 CT0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA875958(NAD 83)
 CT0358_MARKER: DB = BENCH MARK DISK
 CT0358_SETTING: 80 = SET IN A BOULDER
 CT0358_SP_SET: BOULDER
 CT0358_STAMPING: N 188 1933
 CT0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0358+STABILITY: SURFACE MOTION
 CT0358
 CT0358  HISTORY     - Date     Condition        Report By
 CT0358  HISTORY     - 1933     MONUMENTED       CGS
 CT0358  HISTORY     - 1957     GOOD             NGS
 CT0358
 CT0358                          STATION DESCRIPTION
 CT0358
 CT0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0358'3.7 MI SE FROM MORAN.
 CT0358'IN CALLAHAN COUNTY, 3.7 MILES SOUTHEAST ALONG THE
 CT0358'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM MORAN, SHACKELFORD
 CT0358'COUNTY, 210 FEET SOUTHEAST OF MILEPOST 169, 78 FEET SOUTHWEST OF THE
 CT0358'CENTERLINE OF THE TRACK, AND IN THE TOP OF A SANDSTONE BOULDER. NOTE--
 CT0358'THE MARK IS 15 PACES SOUTHWEST OF RAILROAD RIGHT OF WAY FENCE AND 16
 CT0358'PACES SOUTHEAST OF A PASTURE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0197 ***********************************************************************
 DO0197  DESIGNATION -  N 189
 DO0197  PID         -  DO0197
 DO0197  STATE/COUNTY-  TX/YOUNG
 DO0197  USGS QUAD   -  BRYSON (1981)
 DO0197
 DO0197                         *CURRENT SURVEY CONTROL
 DO0197  ___________________________________________________________________
 DO0197* NAD 83(1986)-  33 08 17.     (N)    098 29 26.     (W)     SCALED    
 DO0197* NAVD 88     -       353.255  (meters)    1158.97   (feet)  ADJUSTED  
 DO0197  ___________________________________________________________________
 DO0197  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DO0197  DYNAMIC HT  -         352.832 (meters)    1157.58  (feet)  COMP
 DO0197  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 DO0197
 DO0197  VERT ORDER  -  SECOND    CLASS 0
 DO0197
 DO0197.The horizontal coordinates were scaled from a topographic map and have
 DO0197.an estimated accuracy of +/- 6 seconds.
 DO0197
 DO0197.The orthometric height was determined by differential leveling
 DO0197.and adjusted by the National Geodetic Survey in June 1991..
 DO0197
 DO0197.The geoid height was determined by GEOID03.
 DO0197
 DO0197.The dynamic height is computed by dividing the NAVD 88
 DO0197.geopotential number by the normal gravity value computed on the
 DO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0197.degrees latitude (g = 980.6199 gals.).
 DO0197
 DO0197.The modeled gravity was interpolated from observed gravity values.
 DO0197
 DO0197;                    North         East    Units  Estimated Accuracy
 DO0197;SPC TXNC     - 2,163,160.      600,880.      MT  (+/- 180 meters Scaled)
 DO0197
 DO0197                          SUPERSEDED SURVEY CONTROL
 DO0197
 DO0197  NGVD 29 (??/??/92)  353.164  (m)         1158.67   (f) ADJ UNCH    2 0
 DO0197
 DO0197.Superseded values are not recommended for survey control.
 DO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0197.See file dsdata.txt to determine how the superseded data were derived.
 DO0197
 DO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB475667(NAD 83)
 DO0197_MARKER: DB = BENCH MARK DISK
 DO0197_SETTING: 80 = SET IN A BOULDER
 DO0197_SP_SET: BOULDER
 DO0197_STAMPING: N-189-1933
 DO0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0197+STABILITY: SURFACE MOTION
 DO0197
 DO0197  HISTORY     - Date     Condition        Report By
 DO0197  HISTORY     - 1933     MONUMENTED       CGS
 DO0197  HISTORY     - 1964     GOOD             USGS
 DO0197  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0197
 DO0197                          STATION DESCRIPTION
 DO0197
 DO0197'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DO0197'6.8 MI E FROM GRAHAM.
 DO0197'6.8 MILES EAST ALONG CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 DO0197'GRAHAM-- 0.45 MILE NE OF A DIRT ROAD CROSSING-- 71 FT SW AND 21 FT NW
 DO0197'OF TRACK AT ROAD -RAILROAD CROSSING, AND IN THE TOP OF GRANITE
 DO0197'BOULDER.
 DO0197
 DO0197                          STATION RECOVERY (2001)
 DO0197
 DO0197'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1524 ***********************************************************************
 FL1524  DESIGNATION -  N 19
 FL1524  PID         -  FL1524
 FL1524  STATE/COUNTY-  TX/CARSON
 FL1524  USGS QUAD   -  LARK (1983)
 FL1524
 FL1524                         *CURRENT SURVEY CONTROL
 FL1524  ___________________________________________________________________
 FL1524* NAD 83(1993)-  35 12 26.27286(N)    101 14 05.42528(W)     ADJUSTED  
 FL1524* NAVD 88     -      1028.661  (meters)    3374.87   (feet)  ADJUSTED  
 FL1524  ___________________________________________________________________
 FL1524  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FL1524  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1524  DYNAMIC HT  -        1027.463 (meters)    3370.93  (feet)  COMP
 FL1524  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 FL1524
 FL1524  HORZ ORDER  -  SECOND
 FL1524  VERT ORDER  -  FIRST     CLASS II
 FL1524
 FL1524.The horizontal coordinates were established by classical geodetic methods
 FL1524.and adjusted by the National Geodetic Survey in February 1996..
 FL1524
 FL1524.The orthometric height was determined by differential leveling
 FL1524.and adjusted by the National Geodetic Survey in June 1991..
 FL1524
 FL1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1524
 FL1524.The geoid height was determined by GEOID03.
 FL1524
 FL1524.The dynamic height is computed by dividing the NAVD 88
 FL1524.geopotential number by the normal gravity value computed on the
 FL1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1524.degrees latitude (g = 980.6199 gals.).
 FL1524
 FL1524.The modeled gravity was interpolated from observed gravity values.
 FL1524
 FL1524;                    North         East     Units Scale Factor Converg.
 FL1524;SPC TX N     - 1,133,965.914   224,142.715   MT  0.99991759   +0 09 13.2
 FL1524;SPC TX N     - 3,720,353.17    735,374.89   sFT  0.99991759   +0 09 13.2
 FL1524;UTM  14      - 3,898,320.122   296,565.330   MT  1.00011006   -1 17 20.1
 FL1524
 FL1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1524!SPC TX N     -   0.99984272  x   0.99991759  =   0.99976032
 FL1524!UTM  14      -   0.99984272  x   1.00011006  =   0.99995276
 FL1524
 FL1524                          SUPERSEDED SURVEY CONTROL
 FL1524
 FL1524  NAD 83(1993)-  35 12 26.27669(N)    101 14 05.42234(W) AD(       ) 2
 FL1524  NAD 83(1986)-  35 12 26.27910(N)    101 14 05.41629(W) AD(       ) 2
 FL1524  NAD 27      -  35 12 26.10200(N)    101 14 03.83800(W) AD(       ) 2
 FL1524  NGVD 29 (??/??/92) 1028.18   (m)         3373.3    (f) COMPUTED    1 2
 FL1524
 FL1524.Superseded values are not recommended for survey control.
 FL1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1524.See file dsdata.txt to determine how the superseded data were derived.
 FL1524
 FL1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9656598320(NAD 83)
 FL1524_MARKER: V = STONE MONUMENT
 FL1524_SETTING: 0 = UNSPECIFIED SETTING
 FL1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1524
 FL1524  HISTORY     - Date     Condition        Report By
 FL1524  HISTORY     - 1951     MONUMENTED       CGS
 FL1524
 FL1524                          STATION DESCRIPTION
 FL1524
 FL1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FL1524'STATION IS LOCATED, AIRLINE, ABOUT 12-1/2 MILES SOUTHEAST
 FL1524'OF PANHANDLE, 8-1/2 MILES EAST OF CONWAY, 7 MILES WEST OF
 FL1524'GROOM, AND ALONG THE SOUTH SIDE OF U.S. HIGHWAY 66.  IT IS
 FL1524'IN THE RAILROAD RIGHT-OF-WAY ABOUT 100 FEET NORTH OF THE
 FL1524'TRACKS.
 FL1524'B.M. N 19 IS A 6 INCH SQUARE CONCRETE POST THAT PROJECTS 14
 FL1524'INCHES AND IS 4 FEET EAST OF A TELEPHONE POLE.  THERE IS NO
 FL1524'DISK SET IN THE POST.  THE CONCRETE COMES TO A RISE IN THE
 FL1524'CENTER WHICH WAS USED FOR THE ELEVATION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0794 ***********************************************************************
 DN0794  DESIGNATION -  N 190
 DN0794  PID         -  DN0794
 DN0794  STATE/COUNTY-  TX/WISE
 DN0794  USGS QUAD   -  BRIDGEPORT WEST (1978)
 DN0794
 DN0794                         *CURRENT SURVEY CONTROL
 DN0794  ___________________________________________________________________
 DN0794* NAD 83(1986)-  33 11 18.     (N)    097 49 07.     (W)     SCALED    
 DN0794* NAVD 88     -       238.923  (meters)     783.87   (feet)  ADJUSTED  
 DN0794  ___________________________________________________________________
 DN0794  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DN0794  DYNAMIC HT  -         238.648 (meters)     782.96  (feet)  COMP
 DN0794  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 DN0794
 DN0794  VERT ORDER  -  SECOND    CLASS 0
 DN0794
 DN0794.The horizontal coordinates were scaled from a topographic map and have
 DN0794.an estimated accuracy of +/- 6 seconds.
 DN0794
 DN0794.The orthometric height was determined by differential leveling
 DN0794.and adjusted by the National Geodetic Survey in June 1991..
 DN0794
 DN0794.The geoid height was determined by GEOID03.
 DN0794
 DN0794.The dynamic height is computed by dividing the NAVD 88
 DN0794.geopotential number by the normal gravity value computed on the
 DN0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0794.degrees latitude (g = 980.6199 gals.).
 DN0794
 DN0794.The modeled gravity was interpolated from observed gravity values.
 DN0794
 DN0794;                    North         East    Units  Estimated Accuracy
 DN0794;SPC TXNC     - 2,168,940.      663,530.      MT  (+/- 180 meters Scaled)
 DN0794
 DN0794                          SUPERSEDED SURVEY CONTROL
 DN0794
 DN0794  NGVD 29 (??/??/92)  238.818  (m)          783.52   (f) ADJ UNCH    2 0
 DN0794
 DN0794.Superseded values are not recommended for survey control.
 DN0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0794.See file dsdata.txt to determine how the superseded data were derived.
 DN0794
 DN0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB101727(NAD 83)
 DN0794_MARKER: DB = BENCH MARK DISK
 DN0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0794_STAMPING: N 190 783.666 1933
 DN0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0794+STABILITY: SURFACE MOTION
 DN0794
 DN0794  HISTORY     - Date     Condition        Report By
 DN0794  HISTORY     - 1933     MONUMENTED       CGS
 DN0794  HISTORY     - 1949     GOOD             NGS
 DN0794  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0794
 DN0794                          STATION DESCRIPTION
 DN0794
 DN0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DN0794'4.5 MI SW FROM BRIDGEPORT.
 DN0794'ABOUT 4.5 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND GULF
 DN0794'RAILWAY FROM BRIDGEPORT AT A NORTH-SOUTH ROAD CROSSING AND 1/4 MILE
 DN0794'SOUTH WEST OF AN EAST-WEST CROSSING, 26 YARDS WEST OF THE CENTER LINE
 DN0794'OF THE ROAD, 16 YARDS NORTH OF THE CENTER LINE OF THE TRACKS, 1 FOOT
 DN0794'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 30 YARDS SOUTH OF A WHITE HOUSE
 DN0794'AND 4 YARDS SOUTH EAST OF THE SOUTH EAST CORNER OF A TILE BUILDING. A
 DN0794'STANDARD DISK SET IN A CONCRETE POST ABOUT LEVEL WITH THE TRACKS AND
 DN0794'PROJECTS 4 INCHES ABOVE THE GROUND.
 DN0794
 DN0794                          STATION RECOVERY (1997)
 DN0794
 DN0794'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0299 ***********************************************************************
 CT0299  DESIGNATION -  N 191
 CT0299  PID         -  CT0299
 CT0299  STATE/COUNTY-  TX/STEPHENS
 CT0299  USGS QUAD   -  ELIASVILLE (1981)
 CT0299
 CT0299                         *CURRENT SURVEY CONTROL
 CT0299  ___________________________________________________________________
 CT0299* NAD 83(1986)-  32 54 22.     (N)    098 48 09.     (W)     SCALED    
 CT0299* NAVD 88     -       353.618  (meters)    1160.16   (feet)  ADJUSTED  
 CT0299  ___________________________________________________________________
 CT0299  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CT0299  DYNAMIC HT  -         353.184 (meters)    1158.74  (feet)  COMP
 CT0299  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 CT0299
 CT0299  VERT ORDER  -  SECOND    CLASS 0
 CT0299
 CT0299.The horizontal coordinates were scaled from a topographic map and have
 CT0299.an estimated accuracy of +/- 6 seconds.
 CT0299
 CT0299.The orthometric height was determined by differential leveling
 CT0299.and adjusted by the National Geodetic Survey in June 1991..
 CT0299
 CT0299.The geoid height was determined by GEOID03.
 CT0299
 CT0299.The dynamic height is computed by dividing the NAVD 88
 CT0299.geopotential number by the normal gravity value computed on the
 CT0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0299.degrees latitude (g = 980.6199 gals.).
 CT0299
 CT0299.The modeled gravity was interpolated from observed gravity values.
 CT0299
 CT0299;                    North         East    Units  Estimated Accuracy
 CT0299;SPC TXNC     - 2,137,480.      571,700.      MT  (+/- 180 meters Scaled)
 CT0299
 CT0299                          SUPERSEDED SURVEY CONTROL
 CT0299
 CT0299  NGVD 29 (??/??/92)  353.519  (m)         1159.84   (f) ADJ UNCH    2 0
 CT0299
 CT0299.Superseded values are not recommended for survey control.
 CT0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0299.See file dsdata.txt to determine how the superseded data were derived.
 CT0299
 CT0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB184408(NAD 83)
 CT0299_MARKER: DB = BENCH MARK DISK
 CT0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0299_STAMPING: N 191 1933
 CT0299_MARK LOGO: CGS   
 CT0299_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0299+STABILITY: SURFACE MOTION
 CT0299
 CT0299  HISTORY     - Date     Condition        Report By
 CT0299  HISTORY     - 1933     MONUMENTED       CGS
 CT0299  HISTORY     - 1957     GOOD             NGS
 CT0299  HISTORY     - 1984     MARK NOT FOUND   NGS
 CT0299  HISTORY     - 19940402 MARK NOT FOUND   LOCENG
 CT0299
 CT0299                          STATION DESCRIPTION
 CT0299
 CT0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0299'4.5 MI SW FROM ELIASVILLE.
 CT0299'IN STEPHENS COUNTY, 4.5 MILES SOUTHWEST ALONG THE WICHITA FALLS AND
 CT0299'SOUTHERN RAILROAD FROM ELIASVILLE, YOUNG COUNTY, 0.3 MILE SOUTH OF
 CT0299'GULF SPUR, AT MILEAGE 88.9, AND 34 FEET WEST OF THE CENTER LINE OF THE
 CT0299'TRACK.  A STANDARD DISK, STAMPED N 191 1933 AND SET IN THE TOP OF A
 CT0299'CONCRETE POST.  NOTE-- THIS MARK WAS FOUND TO BE NEAR MILEAGE 88.7
 CT0299'RATHER THAN 88.9 AS DESCRIBED.  IT IS ABOUT 9 FEET WEST OF A POLE WITH
 CT0299'TWO WHITE STRIPES AND ABOUT 100 FEET SOUTH OF AN OIL WELL.
 CT0299
 CT0299                          STATION RECOVERY (1984)
 CT0299
 CT0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0299'MARK NOT FOUND.
 CT0299
 CT0299                          STATION RECOVERY (1994)
 CT0299
 CT0299'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (JDZ)
 CT0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0334 ***********************************************************************
 CT0334  DESIGNATION -  N 192
 CT0334  PID         -  CT0334
 CT0334  STATE/COUNTY-  TX/SHACKELFORD
 CT0334  USGS QUAD   -  ACAMPO (1987)
 CT0334
 CT0334                         *CURRENT SURVEY CONTROL
 CT0334  ___________________________________________________________________
 CT0334* NAD 83(1986)-  32 42 48.     (N)    099 26 39.     (W)     SCALED    
 CT0334* NAVD 88     -       580.413  (meters)    1904.24   (feet)  ADJUSTED  
 CT0334  ___________________________________________________________________
 CT0334  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CT0334  DYNAMIC HT  -         579.664 (meters)    1901.78  (feet)  COMP
 CT0334  MODELED GRAV-     979,328.8   (mgal)                       NAVD 88
 CT0334
 CT0334  VERT ORDER  -  SECOND    CLASS 0
 CT0334
 CT0334.The horizontal coordinates were scaled from a topographic map and have
 CT0334.an estimated accuracy of +/- 6 seconds.
 CT0334
 CT0334.The orthometric height was determined by differential leveling
 CT0334.and adjusted by the National Geodetic Survey in June 1991..
 CT0334
 CT0334.The geoid height was determined by GEOID03.
 CT0334
 CT0334.The dynamic height is computed by dividing the NAVD 88
 CT0334.geopotential number by the normal gravity value computed on the
 CT0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0334.degrees latitude (g = 980.6199 gals.).
 CT0334
 CT0334.The modeled gravity was interpolated from observed gravity values.
 CT0334
 CT0334;                    North         East    Units  Estimated Accuracy
 CT0334;SPC TXNC     - 2,116,460.      511,490.      MT  (+/- 180 meters Scaled)
 CT0334
 CT0334                          SUPERSEDED SURVEY CONTROL
 CT0334
 CT0334  NGVD 29 (??/??/92)  580.252  (m)         1903.71   (f) ADJ UNCH    2 0
 CT0334
 CT0334.Superseded values are not recommended for survey control.
 CT0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0334.See file dsdata.txt to determine how the superseded data were derived.
 CT0334
 CT0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB583195(NAD 83)
 CT0334_MARKER: DB = BENCH MARK DISK
 CT0334_SETTING: 66 = SET IN ROCK OUTCROP
 CT0334_SP_SET: ROCK OUTCROP
 CT0334_STAMPING: N 192 1933
 CT0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0334+STABILITY: POSITION/ELEVATION WELL
 CT0334
 CT0334  HISTORY     - Date     Condition        Report By
 CT0334  HISTORY     - 1933     MONUMENTED       CGS
 CT0334  HISTORY     - 1957     GOOD             NGS
 CT0334
 CT0334                          STATION DESCRIPTION
 CT0334
 CT0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0334'10.4 MI W FROM ALBANY.
 CT0334'10.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0334'ALBANY, SHACKELFORD COUNTY, 300 FEET WEST OF THE CROSSING OF OLD STATE
 CT0334'HIGHWAY 18, 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 12 FEET
 CT0334'NORTH OF A FENCE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 CT0334'STAMPED N 192 1933.  NOTE-- THE MARK IS ABOUT 300 FEET WEST OF A POINT
 CT0334'WHERE U.S. HIGHWAYS 180 AND 380 CROSSES THE RAILROAD AT ACAMPO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0221 ***********************************************************************
 CT0221  DESIGNATION -  N 193
 CT0221  PID         -  CT0221
 CT0221  STATE/COUNTY-  TX/EASTLAND
 CT0221  USGS QUAD   -  KOKOMO (1966)
 CT0221
 CT0221                         *CURRENT SURVEY CONTROL
 CT0221  ___________________________________________________________________
 CT0221* NAD 83(1986)-  32 15 01.     (N)    098 44 27.     (W)     SCALED    
 CT0221* NAVD 88     -       448.207  (meters)    1470.49   (feet)  ADJUSTED  
 CT0221  ___________________________________________________________________
 CT0221  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CT0221  DYNAMIC HT  -         447.632 (meters)    1468.61  (feet)  COMP
 CT0221  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 CT0221
 CT0221  VERT ORDER  -  SECOND    CLASS 0
 CT0221
 CT0221.The horizontal coordinates were scaled from a topographic map and have
 CT0221.an estimated accuracy of +/- 6 seconds.
 CT0221
 CT0221.The orthometric height was determined by differential leveling
 CT0221.and adjusted by the National Geodetic Survey in June 1991..
 CT0221
 CT0221.The geoid height was determined by GEOID03.
 CT0221
 CT0221.The dynamic height is computed by dividing the NAVD 88
 CT0221.geopotential number by the normal gravity value computed on the
 CT0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0221.degrees latitude (g = 980.6199 gals.).
 CT0221
 CT0221.The modeled gravity was interpolated from observed gravity values.
 CT0221
 CT0221;                    North         East    Units  Estimated Accuracy
 CT0221;SPC TXNC     - 2,064,740.      577,310.      MT  (+/- 180 meters Scaled)
 CT0221
 CT0221                          SUPERSEDED SURVEY CONTROL
 CT0221
 CT0221  NGVD 29 (??/??/92)  448.099  (m)         1470.14   (f) ADJ UNCH    2 0
 CT0221
 CT0221.Superseded values are not recommended for survey control.
 CT0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0221.See file dsdata.txt to determine how the superseded data were derived.
 CT0221
 CT0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA244682(NAD 83)
 CT0221_MARKER: DB = BENCH MARK DISK
 CT0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0221_STAMPING: N-193 1933
 CT0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0221+STABILITY: SURFACE MOTION
 CT0221
 CT0221  HISTORY     - Date     Condition        Report By
 CT0221  HISTORY     - 1933     MONUMENTED       CGS
 CT0221  HISTORY     - 1965     GOOD             USGS
 CT0221
 CT0221                          STATION DESCRIPTION
 CT0221
 CT0221'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT0221'5.6 MI SE FROM CARBON.
 CT0221'CARBON, EASTLAND, CO., TEXAS, 5.6 MILES SE ON HWY. 6 TO A N-S DIRT
 CT0221'X-RD.  THEN NORTH ON COUNTY ROAD 2.0 MILES TO A RAILROAD CROSSING. 47
 CT0221'FEET SOUTH OF RAILROAD CENTER-LINE, 10 FT. EAST OF ROAD C-L, 10 FT.
 CT0221'WEST OF A FENCE, STD. C AND GS DISK IN A CONCRETE POST ABOUT ONE FOOT
 CT0221'UNDER BLOW SAND, STAMPED N 193 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0139 ***********************************************************************
 CT0139  DESIGNATION -  N 194
 CT0139  PID         -  CT0139
 CT0139  STATE/COUNTY-  TX/ERATH
 CT0139  USGS QUAD   -  ALEXANDER (1979)
 CT0139
 CT0139                         *CURRENT SURVEY CONTROL
 CT0139  ___________________________________________________________________
 CT0139* NAD 83(1986)-  32 04 37.     (N)    098 14 49.     (W)     SCALED    
 CT0139* NAVD 88     -       378.960  (meters)    1243.30   (feet)  ADJUSTED  
 CT0139  ___________________________________________________________________
 CT0139  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CT0139  DYNAMIC HT  -         378.477 (meters)    1241.72  (feet)  COMP
 CT0139  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 CT0139
 CT0139  VERT ORDER  -  SECOND    CLASS 0
 CT0139
 CT0139.The horizontal coordinates were scaled from a topographic map and have
 CT0139.an estimated accuracy of +/- 6 seconds.
 CT0139
 CT0139.The orthometric height was determined by differential leveling
 CT0139.and adjusted by the National Geodetic Survey in June 1991..
 CT0139
 CT0139.The geoid height was determined by GEOID03.
 CT0139
 CT0139.The dynamic height is computed by dividing the NAVD 88
 CT0139.geopotential number by the normal gravity value computed on the
 CT0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0139.degrees latitude (g = 980.6199 gals.).
 CT0139
 CT0139.The modeled gravity was interpolated from observed gravity values.
 CT0139
 CT0139;                    North         East    Units  Estimated Accuracy
 CT0139;SPC TXNC     - 2,045,530.      623,890.      MT  (+/- 180 meters Scaled)
 CT0139
 CT0139                          SUPERSEDED SURVEY CONTROL
 CT0139
 CT0139  NGVD 29 (??/??/92)  378.870  (m)         1243.01   (f) ADJ UNCH    2 0
 CT0139
 CT0139.Superseded values are not recommended for survey control.
 CT0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0139.See file dsdata.txt to determine how the superseded data were derived.
 CT0139
 CT0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA710492(NAD 83)
 CT0139_MARKER: DB = BENCH MARK DISK
 CT0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0139_SP_SET: BRIDGE
 CT0139_STAMPING: N 194 1933 1243.009
 CT0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0139
 CT0139  HISTORY     - Date     Condition        Report By
 CT0139  HISTORY     - 1933     MONUMENTED       CGS
 CT0139  HISTORY     - 1954     GOOD             NGS
 CT0139  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0139
 CT0139                          STATION DESCRIPTION
 CT0139
 CT0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0139'2.8 MI W FROM ALEXANDER.
 CT0139'ABOUT 2.8 MILES WEST ALONG THE M.K.T.R.R. FROM THE RAILROAD CROSSING
 CT0139'AT ALEXANDER, ERATH COUNTY, AT BRIDGE 99.9 IN THE TOP OF THE SOUTHEAST
 CT0139'WINGWALL OF THE SOUTH CONCRETE ABUTMENT, 1/4 MILE WEST OF HIGHWAY NO.
 CT0139'6, A STANDARD DISK STAMPED AS ABOVE.
 CT0139
 CT0139                          STATION RECOVERY (1995)
 CT0139
 CT0139'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0754 ***********************************************************************
 BZ0754  DESIGNATION -  N 195
 BZ0754  PID         -  BZ0754
 BZ0754  STATE/COUNTY-  TX/BOSQUE
 BZ0754  USGS QUAD   -  ALLEN BEND (1968)
 BZ0754
 BZ0754                         *CURRENT SURVEY CONTROL
 BZ0754  ___________________________________________________________________
 BZ0754* NAD 83(1986)-  31 59 58.     (N)    097 25 43.     (W)     SCALED    
 BZ0754* NAVD 88     -       155.085  (meters)     508.81   (feet)  ADJUSTED  
 BZ0754  ___________________________________________________________________
 BZ0754  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BZ0754  DYNAMIC HT  -         154.893 (meters)     508.18  (feet)  COMP
 BZ0754  MODELED GRAV-     979,402.5   (mgal)                       NAVD 88
 BZ0754
 BZ0754  VERT ORDER  -  SECOND    CLASS 0
 BZ0754
 BZ0754.The horizontal coordinates were scaled from a topographic map and have
 BZ0754.an estimated accuracy of +/- 6 seconds.
 BZ0754
 BZ0754.The orthometric height was determined by differential leveling
 BZ0754.and adjusted by the National Geodetic Survey in June 1991..
 BZ0754
 BZ0754.The geoid height was determined by GEOID03.
 BZ0754
 BZ0754.The dynamic height is computed by dividing the NAVD 88
 BZ0754.geopotential number by the normal gravity value computed on the
 BZ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0754.degrees latitude (g = 980.6199 gals.).
 BZ0754
 BZ0754.The modeled gravity was interpolated from observed gravity values.
 BZ0754
 BZ0754;                    North         East    Units  Estimated Accuracy
 BZ0754;SPC TX C     - 3,262,200.      974,460.      MT  (+/- 180 meters Scaled)
 BZ0754
 BZ0754                          SUPERSEDED SURVEY CONTROL
 BZ0754
 BZ0754  NGVD 29 (??/??/92)  155.054  (m)          508.71   (f) ADJ UNCH    2 0
 BZ0754
 BZ0754.Superseded values are not recommended for survey control.
 BZ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0754.See file dsdata.txt to determine how the superseded data were derived.
 BZ0754
 BZ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA484414(NAD 83)
 BZ0754_MARKER: DB = BENCH MARK DISK
 BZ0754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0754_SP_SET: BRIDGE ABUTMENT
 BZ0754_STAMPING: N 195 1933 508.706
 BZ0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0754
 BZ0754  HISTORY     - Date     Condition        Report By
 BZ0754  HISTORY     - 1933     MONUMENTED       CGS
 BZ0754  HISTORY     - 1951     GOOD             NGS
 BZ0754  HISTORY     - 1968     MARK NOT FOUND   USGS
 BZ0754  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0754
 BZ0754                          STATION DESCRIPTION
 BZ0754
 BZ0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ0754'01.4 MI E FROM STEINER.
 BZ0754'ABOUT 01.4 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 BZ0754'STEINER, BOSQUE COUNTY, AT THE BRIDGE OVER EAST STEELE CREEK, AND AT
 BZ0754'THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT.  A STANDARD
 BZ0754'DISK, STAMPED N 195 1933 508.706.  NOTE-- THE M.K.T.R.R. IS BEING
 BZ0754'REBUILT TO CLEAR LAKE WHITNEY.  THE PRESENT RIGHT-OF-WAY WILL BE
 BZ0754'ABANDONED AND THE STEEL REMOVED.  THIS MARK IS 62 FEET BELOW THE
 BZ0754'MAXIMUM LAKE LEVEL AND WILL BE LOST.  NOTE-- BRIDGE REMOVED.
 BZ0754
 BZ0754                          STATION RECOVERY (1968)
 BZ0754
 BZ0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BZ0754'MARK NOT FOUND.
 BZ0754
 BZ0754                          STATION RECOVERY (2001)
 BZ0754
 BZ0754'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0383 ***********************************************************************
 BM0383  DESIGNATION -  N 196
 BM0383  PID         -  BM0383
 BM0383  STATE/COUNTY-  TX/MILAM
 BM0383  USGS QUAD   -  THORNDALE (1989)
 BM0383
 BM0383                         *CURRENT SURVEY CONTROL
 BM0383  ___________________________________________________________________
 BM0383* NAD 83(1986)-  30 36 42.     (N)    097 12 41.     (W)     SCALED    
 BM0383* NAVD 88     -       134.55   (+/-2cm)     441.4    (feet)  VERTCON   
 BM0383  ___________________________________________________________________
 BM0383  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BM0383
 BM0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0383
 BM0383.The horizontal coordinates were scaled from a topographic map and have
 BM0383.an estimated accuracy of +/- 6 seconds.
 BM0383
 BM0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0383.The vertical order pertains to the NGVD 29 superseded value.
 BM0383
 BM0383.The geoid height was determined by GEOID03.
 BM0383
 BM0383;                    North         East    Units  Estimated Accuracy
 BM0383;SPC TX C     - 3,108,960.      999,290.      MT  (+/- 180 meters Scaled)
 BM0383
 BM0383                          SUPERSEDED SURVEY CONTROL
 BM0383
 BM0383  NGVD 29 (??/??/92)  134.49   (m)          441.2    (f) COMPUTED    2 0
 BM0383
 BM0383.Superseded values are not recommended for survey control.
 BM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0383.See file dsdata.txt to determine how the superseded data were derived.
 BM0383
 BM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU714879(NAD 83)
 BM0383_MARKER: DB = BENCH MARK DISK
 BM0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0383_SP_SET: CULVERT
 BM0383_STAMPING: N-196 1933 441.305
 BM0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0383
 BM0383  HISTORY     - Date     Condition        Report By
 BM0383  HISTORY     - 1933     MONUMENTED       CGS
 BM0383  HISTORY     - 1952     GOOD             GNRR
 BM0383  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0383
 BM0383                          STATION DESCRIPTION
 BM0383
 BM0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0383'0.3 MI W FROM THORNEDALE.
 BM0383'0.3 MILES WEST OF, ALONG INTERNATIONAL AND GREAT NORTHERN R. R. 0.1
 BM0383'MILES EAST OF MILEPOST 132/20, SET ON TOP AT SOUTHEAST END OF A
 BM0383'CONCRETE CULVERT.
 BM0383
 BM0383                          STATION RECOVERY (1952)
 BM0383
 BM0383'RECOVERY NOTE BY GREAT NORTHERN RAILROAD 1952
 BM0383'RECOVERED IN GOOD CONDITION.
 BM0383
 BM0383                          STATION RECOVERY (1999)
 BM0383
 BM0383'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0384 ***********************************************************************
 BM0384  DESIGNATION -  N 196 RESET 1952
 BM0384  PID         -  BM0384
 BM0384  STATE/COUNTY-  TX/MILAM
 BM0384  USGS QUAD   -  THORNDALE (1989)
 BM0384
 BM0384                         *CURRENT SURVEY CONTROL
 BM0384  ___________________________________________________________________
 BM0384* NAD 83(1986)-  30 36 42.     (N)    097 12 41.     (W)     SCALED    
 BM0384* NAVD 88     -       135.23   (+/-2cm)     443.7    (feet)  VERTCON   
 BM0384  ___________________________________________________________________
 BM0384  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BM0384
 BM0384  VERT ORDER  -  THIRD (See Below)
 BM0384
 BM0384.The horizontal coordinates were scaled from a topographic map and have
 BM0384.an estimated accuracy of +/- 6 seconds.
 BM0384
 BM0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0384.The vertical order pertains to the NGVD 29 superseded value.
 BM0384
 BM0384.The geoid height was determined by GEOID03.
 BM0384
 BM0384;                    North         East    Units  Estimated Accuracy
 BM0384;SPC TX C     - 3,108,960.      999,290.      MT  (+/- 180 meters Scaled)
 BM0384
 BM0384                          SUPERSEDED SURVEY CONTROL
 BM0384
 BM0384  NGVD 29 (??/??/??)  135.17   (m)          443.5    (f) RESET       3  
 BM0384
 BM0384.Superseded values are not recommended for survey control.
 BM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0384.See file dsdata.txt to determine how the superseded data were derived.
 BM0384
 BM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU714879(NAD 83)
 BM0384_MARKER: DB = BENCH MARK DISK
 BM0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0384_SP_SET: CULVERT
 BM0384_STAMPING: N 196 RESET 1952
 BM0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0384
 BM0384  HISTORY     - Date     Condition        Report By
 BM0384  HISTORY     - 1952     MONUMENTED       MPRR
 BM0384  HISTORY     - 19910402 GOOD             USPSQD
 BM0384  HISTORY     - 19991111 GOOD             USPSQD
 BM0384
 BM0384                          STATION DESCRIPTION
 BM0384
 BM0384'DESCRIBED BY MISSOURI PACIFIC RAILROAD 1952
 BM0384'0.3 MI W FROM THORNDALE.
 BM0384'0.3 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0384'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THORNDALE, MILAM COUNTY,
 BM0384'0.1 MILE EAST OF POLE 132/20, AT A DOUBLE 48-INCH CAST-IRON PIPE
 BM0384'CULVERT, AND IN THE TOP OF THE CONCRETE HEADWALL.
 BM0384
 BM0384                          STATION RECOVERY (1991)
 BM0384
 BM0384'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0384'RECOVERED IN GOOD CONDITION.
 BM0384
 BM0384                          STATION RECOVERY (1999)
 BM0384
 BM0384'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0284 ***********************************************************************
 BM0284  DESIGNATION -  N 197
 BM0284  PID         -  BM0284
 BM0284  STATE/COUNTY-  TX/ROBERTSON
 BM0284  USGS QUAD   -  HEARNE SOUTH (1988)
 BM0284
 BM0284                         *CURRENT SURVEY CONTROL
 BM0284  ___________________________________________________________________
 BM0284* NAD 83(1986)-  30 52 16.     (N)    096 35 28.     (W)     SCALED    
 BM0284* NAVD 88     -        87.27   (+/-2cm)     286.3    (feet)  VERTCON   
 BM0284  ___________________________________________________________________
 BM0284  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0284
 BM0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0284
 BM0284.The horizontal coordinates were scaled from a topographic map and have
 BM0284.an estimated accuracy of +/- 6 seconds.
 BM0284
 BM0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0284.The vertical order pertains to the NGVD 29 superseded value.
 BM0284
 BM0284.The geoid height was determined by GEOID03.
 BM0284
 BM0284;                    North         East    Units  Estimated Accuracy
 BM0284;SPC TX C     - 3,139,540.    1,057,770.      MT  (+/- 180 meters Scaled)
 BM0284
 BM0284                          SUPERSEDED SURVEY CONTROL
 BM0284
 BM0284  NGVD 29 (??/??/92)   87.235  (m)          286.20   (f) ADJ UNCH    2 0
 BM0284
 BM0284.Superseded values are not recommended for survey control.
 BM0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0284.See file dsdata.txt to determine how the superseded data were derived.
 BM0284
 BM0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV303178(NAD 83)
 BM0284_MARKER: DB = BENCH MARK DISK
 BM0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0284_SP_SET: STEP
 BM0284_STAMPING: 286.243 N 197 1933
 BM0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0284
 BM0284  HISTORY     - Date     Condition        Report By
 BM0284  HISTORY     - 1933     MONUMENTED       CGS
 BM0284  HISTORY     - 19940820 GOOD             USPSQD
 BM0284
 BM0284                          STATION DESCRIPTION
 BM0284
 BM0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0284'IN HEARNE.
 BM0284'AT HEARNE, ROBERTSON COUNTY, AT THE HIGH SCHOOL, AT THE NORTH ENTRANCE
 BM0284'TO THE AUDITORIUM, AND IN THE TOP OF THE NORTHWEST CORNER OF THE
 BM0284'CONCRETE CELLAR STEP.
 BM0284
 BM0284                          STATION RECOVERY (1994)
 BM0284
 BM0284'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0981 ***********************************************************************
 BZ0981  DESIGNATION -  N 198
 BZ0981  PID         -  BZ0981
 BZ0981  STATE/COUNTY-  TX/CORYELL
 BZ0981  USGS QUAD   -  GATESVILLE WEST (1995)
 BZ0981
 BZ0981                         *CURRENT SURVEY CONTROL
 BZ0981  ___________________________________________________________________
 BZ0981* NAD 83(1986)-  31 29 35.     (N)    097 48 43.     (W)     SCALED    
 BZ0981* NAVD 88     -       245.691  (meters)     806.07   (feet)  ADJUSTED  
 BZ0981  ___________________________________________________________________
 BZ0981  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BZ0981  DYNAMIC HT  -         245.370 (meters)     805.02  (feet)  COMP
 BZ0981  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 BZ0981
 BZ0981  VERT ORDER  -  SECOND    CLASS 0
 BZ0981
 BZ0981.The horizontal coordinates were scaled from a topographic map and have
 BZ0981.an estimated accuracy of +/- 6 seconds.
 BZ0981
 BZ0981.The orthometric height was determined by differential leveling
 BZ0981.and adjusted by the National Geodetic Survey in June 1991..
 BZ0981
 BZ0981.The geoid height was determined by GEOID03.
 BZ0981
 BZ0981.The dynamic height is computed by dividing the NAVD 88
 BZ0981.geopotential number by the normal gravity value computed on the
 BZ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0981.degrees latitude (g = 980.6199 gals.).
 BZ0981
 BZ0981.The modeled gravity was interpolated from observed gravity values.
 BZ0981
 BZ0981;                    North         East    Units  Estimated Accuracy
 BZ0981;SPC TX C     - 3,205,180.      939,520.      MT  (+/- 180 meters Scaled)
 BZ0981
 BZ0981                          SUPERSEDED SURVEY CONTROL
 BZ0981
 BZ0981  NGVD 29 (??/??/92)  245.632  (m)          805.88   (f) ADJ UNCH    2 0
 BZ0981
 BZ0981.Superseded values are not recommended for survey control.
 BZ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0981.See file dsdata.txt to determine how the superseded data were derived.
 BZ0981
 BZ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV128848(NAD 83)
 BZ0981_MARKER: DB = BENCH MARK DISK
 BZ0981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0981_SP_SET: BRIDGE
 BZ0981_STAMPING: N 198 1933
 BZ0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0981
 BZ0981  HISTORY     - Date     Condition        Report By
 BZ0981  HISTORY     - 1933     MONUMENTED       CGS
 BZ0981  HISTORY     - 1957     GOOD             DOD
 BZ0981  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0981
 BZ0981                          STATION DESCRIPTION
 BZ0981
 BZ0981'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0981'6.8 MI NW FROM GATESVILLE.
 BZ0981'6.8 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0981'GATESVILLE, CORYELL COUNTY, NEAR POLE 6+2 IN THE TOP OF THE SOUTHEAST
 BZ0981'CONCRETE PIER OF BRIDGE 815, 8 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BZ0981'TRACK, AND ABOUT 6 FEET LOWER THAN THE TRACK.  NOTE-- MARK IS SET IN
 BZ0981'TOP OF VERTICAL CONCRETE PIER WHICH IS APPROXIMATELY 20 FEET HIGH.
 BZ0981'RAILROAD BRIDGE HAS BEEN DESTROYED.  MARK WOULD BE VERY DIFFICULT TO
 BZ0981'UTILIZE IN FIELD WORK.
 BZ0981
 BZ0981                          STATION RECOVERY (2001)
 BZ0981
 BZ0981'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ0981'ON PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0893 ***********************************************************************
 BZ0893  DESIGNATION -  N 199
 BZ0893  PID         -  BZ0893
 BZ0893  STATE/COUNTY-  TX/BELL
 BZ0893  USGS QUAD   -  TROY (1993)
 BZ0893
 BZ0893                         *CURRENT SURVEY CONTROL
 BZ0893  ___________________________________________________________________
 BZ0893* NAD 83(1986)-  31 13 21.     (N)    097 21 19.     (W)     SCALED    
 BZ0893* NAVD 88     -       229.532  (meters)     753.06   (feet)  ADJUSTED  
 BZ0893  ___________________________________________________________________
 BZ0893  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BZ0893  DYNAMIC HT  -         229.229 (meters)     752.06  (feet)  COMP
 BZ0893  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BZ0893
 BZ0893  VERT ORDER  -  SECOND    CLASS 0
 BZ0893
 BZ0893.The horizontal coordinates were scaled from a topographic map and have
 BZ0893.an estimated accuracy of +/- 6 seconds.
 BZ0893
 BZ0893.The orthometric height was determined by differential leveling
 BZ0893.and adjusted by the National Geodetic Survey in June 1991..
 BZ0893
 BZ0893.The geoid height was determined by GEOID03.
 BZ0893
 BZ0893.The dynamic height is computed by dividing the NAVD 88
 BZ0893.geopotential number by the normal gravity value computed on the
 BZ0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0893.degrees latitude (g = 980.6199 gals.).
 BZ0893
 BZ0893.The modeled gravity was interpolated from observed gravity values.
 BZ0893
 BZ0893;                    North         East    Units  Estimated Accuracy
 BZ0893;SPC TX C     - 3,176,270.      983,690.      MT  (+/- 180 meters Scaled)
 BZ0893
 BZ0893                          SUPERSEDED SURVEY CONTROL
 BZ0893
 BZ0893  NGVD 29 (??/??/92)  229.483  (m)          752.90   (f) ADJ UNCH    2 0
 BZ0893
 BZ0893.Superseded values are not recommended for survey control.
 BZ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0893.See file dsdata.txt to determine how the superseded data were derived.
 BZ0893
 BZ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV566554(NAD 83)
 BZ0893_MARKER: DB = BENCH MARK DISK
 BZ0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0893_SP_SET: CULVERT
 BZ0893_STAMPING: N 199 1933
 BZ0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0893
 BZ0893  HISTORY     - Date     Condition        Report By
 BZ0893  HISTORY     - 1933     MONUMENTED       CGS
 BZ0893  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0893
 BZ0893                          STATION DESCRIPTION
 BZ0893
 BZ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0893'2.3 MI NW FROM PENDLETON.
 BZ0893'2.3 MILES NORTHWEST ALONG THE GULF, AND COLORADO AND SANTA FE RAILWAY
 BZ0893'FROM PENDLETON, BELL COUNTY, 0.3 MILE NORTHWEST OF MILEPOST 227, IN
 BZ0893'THE TOP OF THE EAST HEADWALL OF A CONCRETE CULVERT, 28 FEET EAST OF
 BZ0893'THE CENTERLINE OF THE TRACK, AND 15 FEET LOWER THAN THE TRACK.  A
 BZ0893'STANDARD DISK, STAMPED N 199 1933.
 BZ0893
 BZ0893                          STATION RECOVERY (1995)
 BZ0893
 BZ0893'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0594 ***********************************************************************
 AB0594  DESIGNATION -  N 20
 AB0594  PID         -  AB0594
 AB0594  STATE/COUNTY-  TX/CAMERON
 AB0594  USGS QUAD   -  HARLINGEN (1983)
 AB0594
 AB0594                         *CURRENT SURVEY CONTROL
 AB0594  ___________________________________________________________________
 AB0594* NAD 83(1986)-  26 14 51.     (N)    097 38 21.     (W)     SCALED    
 AB0594* NAVD 88     -         8.337  (meters)      27.35   (feet)  ADJUSTED  
 AB0594  ___________________________________________________________________
 AB0594  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AB0594  DYNAMIC HT  -           8.324 (meters)      27.31  (feet)  COMP
 AB0594  MODELED GRAV-     979,042.6   (mgal)                       NAVD 88
 AB0594
 AB0594  VERT ORDER  -  SECOND    CLASS 0
 AB0594
 AB0594.The horizontal coordinates were scaled from a topographic map and have
 AB0594.an estimated accuracy of +/- 6 seconds.
 AB0594
 AB0594.The orthometric height was determined by differential leveling
 AB0594.and adjusted by the National Geodetic Survey in June 1991..
 AB0594
 AB0594.The geoid height was determined by GEOID03.
 AB0594
 AB0594.The dynamic height is computed by dividing the NAVD 88
 AB0594.geopotential number by the normal gravity value computed on the
 AB0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0594.degrees latitude (g = 980.6199 gals.).
 AB0594
 AB0594.The modeled gravity was interpolated from observed gravity values.
 AB0594
 AB0594;                    North         East    Units  Estimated Accuracy
 AB0594;SPC TX S     - 5,064,650.      386,000.      MT  (+/- 180 meters Scaled)
 AB0594
 AB0594                          SUPERSEDED SURVEY CONTROL
 AB0594
 AB0594  NGVD 29 (??/??/92)    8.431  (m)           27.66   (f) ADJ UNCH    2 0
 AB0594
 AB0594.Superseded values are not recommended for survey control.
 AB0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0594.See file dsdata.txt to determine how the superseded data were derived.
 AB0594
 AB0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ359038(NAD 83)
 AB0594_MARKER: DD = SURVEY DISK
 AB0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0594_SP_SET: CULVERT
 AB0594_STAMPING: N 20 27.41
 AB0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0594
 AB0594  HISTORY     - Date     Condition        Report By
 AB0594  HISTORY     - UNK      MONUMENTED
 AB0594  HISTORY     - 1942     GOOD             NGS
 AB0594  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0594
 AB0594                          STATION DESCRIPTION
 AB0594
 AB0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0594'5.8 MI E FROM COMBES.
 AB0594'5.8 MILES EAST ALONG FARM MARKET ROAD 508 FROM THE POST OFFICE AT
 AB0594'COMBES, CAMERON COUNTY, 23 FEET NORTH OF AND ABOUT 4 FEET LOWER THAN
 AB0594'THE CENTER LINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER
 AB0594'OF THE TOP OF THE NORTH HEAD WALL.  A CAMERON COUNTY STANDARD DISK,
 AB0594'STAMPED N 20 27.41.
 AB0594
 AB0594                          STATION RECOVERY (1956)
 AB0594
 AB0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0813 ***********************************************************************
 AW0813  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0813  DESIGNATION -  N 20
 AW0813  PID         -  AW0813
 AW0813  STATE/COUNTY-  TX/HARRIS
 AW0813  USGS QUAD   -  HUMBLE (1995)
 AW0813
 AW0813                         *CURRENT SURVEY CONTROL
 AW0813  ___________________________________________________________________
 AW0813* NAD 83(1993)-  29 56 18.40075(N)    095 17 01.92454(W)     ADJUSTED  
 AW0813* NAVD 88     -        20.10   (meters)      65.9    (feet)  GPS OBS   
 AW0813  ___________________________________________________________________
 AW0813  X           -    -509,411.745 (meters)                     COMP
 AW0813  Y           -  -5,508,153.099 (meters)                     COMP
 AW0813  Z           -   3,164,458.946 (meters)                     COMP
 AW0813  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW0813  ELLIP HEIGHT-          -7.23  (meters)          (02/14/02) GPS OBS
 AW0813  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW0813  DYNAMIC HT  -          20.07  (meters)      65.8   (feet)  COMP
 AW0813  MODELED GRAV-     979,295.9   (mgal)                       NAVD 88
 AW0813
 AW0813  HORZ ORDER  -  FIRST
 AW0813  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0813  ELLP ORDER  -  FOURTH    CLASS II
 AW0813
 AW0813.The horizontal coordinates were established by GPS observations
 AW0813.and adjusted by the National Geodetic Survey in December 2001..
 AW0813
 AW0813.The orthometric height was determined by GPS observations and a
 AW0813.high-resolution geoid model using precise GPS observation and
 AW0813.processing techniques. It supersedes the leveled height previously
 AW0813.determined for this station.
 AW0813.WARNING-GPS observations at this control monument resulted in a GPS
 AW0813.derived orthometric height which differed from the leveled height by
 AW0813.more than one decimeter (0.1 meter).
 AW0813.The vertical order pertains to the first NAVD 88 superseded value.
 AW0813
 AW0813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0813
 AW0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0813
 AW0813.The ellipsoidal height was determined by GPS observations
 AW0813.and is referenced to NAD 83.
 AW0813
 AW0813.The geoid height was determined by GEOID03.
 AW0813
 AW0813.The dynamic height is computed by dividing the NAVD 88
 AW0813.geopotential number by the normal gravity value computed on the
 AW0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0813.degrees latitude (g = 980.6199 gals.).
 AW0813
 AW0813.The modeled gravity was interpolated from observed gravity values.
 AW0813
 AW0813;                    North         East     Units Scale Factor Converg.
 AW0813;SPC TXSC     - 4,239,005.155   958,687.253   MT  0.99991856   +1 49 14.1
 AW0813;SPC TXSC     -13,907,469.41  3,145,293.10   sFT  0.99991856   +1 49 14.1
 AW0813;UTM  15      - 3,314,157.930   279,560.896   MT  1.00019957   -1 08 25.0
 AW0813
 AW0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0813!SPC TXSC     -   1.00000114  x   0.99991856  =   0.99991970
 AW0813!UTM  15      -   1.00000114  x   1.00019957  =   1.00020071
 AW0813
 AW0813                          SUPERSEDED SURVEY CONTROL
 AW0813
 AW0813  ELLIP H (12/03/01)   -7.27   (m)                       GP(       ) 4 2
 AW0813  ELLIP H (10/25/00)   -7.24   (m)                       GP(       ) 4 1
 AW0813  NAD 83(1993)-  29 56 18.40090(N)    095 17 01.92432(W) AD(       ) 1
 AW0813  ELLIP H (10/17/96)   -7.11   (m)                       GP(       ) 3 1
 AW0813  NAVD 88 (06/15/91)   20.307  (m)           66.62   (f) ADJUSTED    1 2
 AW0813  NGVD 29 (12/23/87)   20.305  (m)           66.62   (f) ADJUSTED    1 2
 AW0813
 AW0813.Superseded values are not recommended for survey control.
 AW0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0813.See file dsdata.txt to determine how the superseded data were derived.
 AW0813
 AW0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7956114158(NAD 83)
 AW0813_MARKER: DD = SURVEY DISK
 AW0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0813_SP_SET: CONCRETE POST
 AW0813_STAMPING: N 20
 AW0813_MARK LOGO: TXHD  
 AW0813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0813+STABILITY: SURFACE MOTION
 AW0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0813+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW0813
 AW0813  HISTORY     - Date     Condition        Report By
 AW0813  HISTORY     - UNK      MONUMENTED       TXHD
 AW0813  HISTORY     - 1978     GOOD             NGS
 AW0813  HISTORY     - 1987     GOOD             NGS
 AW0813  HISTORY     - 19941009 GOOD             NGS
 AW0813  HISTORY     - 19941215 GOOD             HGCSD
 AW0813  HISTORY     - 20040330 GOOD             USPSQD
 AW0813  HISTORY     - 20051015 GOOD             USPSQD
 AW0813
 AW0813                          STATION DESCRIPTION
 AW0813
 AW0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0813'5.0 MI SE FROM HUMBLE.
 AW0813'0.4 MILE EAST ALONG BARRETT STREET, THENCE 4.5 MILES SOUTH ALONG OLD
 AW0813'HUMBLE ROAD, AND THENCE 0.1 MILE EAST ALONG NORTH BELT, 0.1 MILE EAST
 AW0813'OF GULF STATION, AT THE SOUTHEAST CORNER OF ELMTEX ROAD SOUTH, AT THE
 AW0813'NORTHWEST CORNER OF WATER PUMP STATION WITH TWO LARGE WATER TANKS,
 AW0813'(NOTE=CONCRETE POST 20 FEET DEEP WITH REBAR), 267 FEET EAST OF
 AW0813'BENCH MARK N 1249 (JUNCTION MARK), 46 FEET SOUTH OF THE CENTERLINE OF
 AW0813'THE EAST BOUND LANES, 34 FEET EAST OF THE CENTERLINE OF ELMTEX ROAD,
 AW0813'27.2 FEET NORTH OF THE NORTHWEST CORNER CHAIN LINK FENCE AROUND THE
 AW0813'WATER TANKS, AND 1.0 FOOT SOUTH OF 3 INCH PIPE WITNESS POST--
 AW0813'NOTE:  THIS IS A SURVEY DISK (TYPE NOT LISTED), NO STAMPING.
 AW0813
 AW0813                          STATION RECOVERY (1987)
 AW0813
 AW0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0813'IN 1987, STAMPING REPORTED AS--N 20.
 AW0813
 AW0813                          STATION RECOVERY (1994)
 AW0813
 AW0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0813'IN HOUSTON, AT THE INTERSECTION OF ELMTEX STREET AND NORTH SAM HOUSTON
 AW0813'EAST PARKWAY (OLD NORTH BELT DRIVE) , 14.4 M (47.2 FT) NORTH OF THE
 AW0813'NORTHWEST CORNER OF A CHAIN-LINK FENCE AROUND THE CITY OF HOUSTON
 AW0813'WATER TANKS, 14.2 M (46.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AW0813'LANES OF THE PARKWAY, 10.5 M (34.4 FT) EAST OF THE STREET CENTER, 0.5
 AW0813'M (1.6 FT) SOUTHEAST OF A 3-INCH METAL PIPE, 0.3 M (1.0 FT) BELOW THE
 AW0813'LEVEL OF THE PARKWAY, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT)
 AW0813'BELOW THE GROUND SURFACE.  NOTE--THE POST IS 20-FEET DEEP AND ENFORCED
 AW0813'WITH REBAR.
 AW0813
 AW0813                          STATION RECOVERY (1994)
 AW0813
 AW0813'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW0813'RECOVERED AS DESCRIBED.
 AW0813
 AW0813                          STATION RECOVERY (2004)
 AW0813
 AW0813'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0813'RECOVERED IN GOOD CONDITION.
 AW0813
 AW0813                          STATION RECOVERY (2005)
 AW0813
 AW0813'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0813'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0039 ***********************************************************************
 EO0039  DESIGNATION -  N 20
 EO0039  PID         -  EO0039
 EO0039  STATE/COUNTY-  TX/DEAF SMITH
 EO0039  USGS QUAD   -  HEREFORD SE (1971)
 EO0039
 EO0039                         *CURRENT SURVEY CONTROL
 EO0039  ___________________________________________________________________
 EO0039* NAD 83(1986)-  34 50 51.     (N)    102 19 46.     (W)     SCALED    
 EO0039* NAVD 88     -      1148.362  (meters)    3767.58   (feet)  ADJUSTED  
 EO0039  ___________________________________________________________________
 EO0039  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 EO0039  DYNAMIC HT  -        1146.917 (meters)    3762.84  (feet)  COMP
 EO0039  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 EO0039
 EO0039  VERT ORDER  -  FIRST     CLASS II
 EO0039
 EO0039.The horizontal coordinates were scaled from a topographic map and have
 EO0039.an estimated accuracy of +/- 6 seconds.
 EO0039
 EO0039.The orthometric height was determined by differential leveling
 EO0039.and adjusted by the National Geodetic Survey in June 1991..
 EO0039
 EO0039.The geoid height was determined by GEOID03.
 EO0039
 EO0039.The dynamic height is computed by dividing the NAVD 88
 EO0039.geopotential number by the normal gravity value computed on the
 EO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0039.degrees latitude (g = 980.6199 gals.).
 EO0039
 EO0039.The modeled gravity was interpolated from observed gravity values.
 EO0039
 EO0039;                    North         East    Units  Estimated Accuracy
 EO0039;SPC TX N     - 1,094,340.      124,150.      MT  (+/- 180 meters Scaled)
 EO0039
 EO0039                          SUPERSEDED SURVEY CONTROL
 EO0039
 EO0039  NGVD 29 (??/??/92) 1147.848  (m)         3765.90   (f) ADJ UNCH    1 2
 EO0039
 EO0039.Superseded values are not recommended for survey control.
 EO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0039.See file dsdata.txt to determine how the superseded data were derived.
 EO0039
 EO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU441593(NAD 83)
 EO0039_MARKER: B = BOLT
 EO0039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EO0039_MARK LOGO: CGS   
 EO0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0039+STABILITY: SURFACE MOTION
 EO0039
 EO0039  HISTORY     - Date     Condition        Report By
 EO0039  HISTORY     - UNK      MONUMENTED       CGS
 EO0039  HISTORY     - 1958     GOOD             NGS
 EO0039  HISTORY     - 1984     GOOD             NGS
 EO0039
 EO0039                          STATION DESCRIPTION
 EO0039
 EO0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0039'4.4 MI NE FROM HEREFORD.
 EO0039'ABOUT 4.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0039'FROM THE STATION AT HEREFORD, 3 TELEPHONE POLES SOUTHWEST OF MILE POST
 EO0039'595, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST RETAINING WALL
 EO0039'OF A LARGE DOUBLE CULVERT, 20 FEET NORTHWEST OF THE NEAR RAIL, AND
 EO0039'ABOUT 8 FEET BELOW THE TRACK.
 EO0039
 EO0039                          STATION RECOVERY (1984)
 EO0039
 EO0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0039'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD=0.6 M
 EO0039'(2.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE RETAINING WALL, AND 0.3
 EO0039'M (1.0 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0689 ***********************************************************************
 BM0689  DESIGNATION -  N 200
 BM0689  PID         -  BM0689
 BM0689  STATE/COUNTY-  TX/WILLIAMSON
 BM0689  USGS QUAD   -  LIBERTY HILL (1979)
 BM0689
 BM0689                         *CURRENT SURVEY CONTROL
 BM0689  ___________________________________________________________________
 BM0689* NAD 83(1986)-  30 40 25.     (N)    097 55 29.     (W)     SCALED    
 BM0689* NAVD 88     -       321.250  (meters)    1053.97   (feet)  ADJUSTED  
 BM0689  ___________________________________________________________________
 BM0689  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 BM0689  DYNAMIC HT  -         320.816 (meters)    1052.54  (feet)  COMP
 BM0689  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 BM0689
 BM0689  VERT ORDER  -  SECOND    CLASS 0
 BM0689
 BM0689.The horizontal coordinates were scaled from a topographic map and have
 BM0689.an estimated accuracy of +/- 6 seconds.
 BM0689
 BM0689.The orthometric height was determined by differential leveling
 BM0689.and adjusted by the National Geodetic Survey in June 1991..
 BM0689
 BM0689.The geoid height was determined by GEOID03.
 BM0689
 BM0689.The dynamic height is computed by dividing the NAVD 88
 BM0689.geopotential number by the normal gravity value computed on the
 BM0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0689.degrees latitude (g = 980.6199 gals.).
 BM0689
 BM0689.The modeled gravity was interpolated from observed gravity values.
 BM0689
 BM0689;                    North         East    Units  Estimated Accuracy
 BM0689;SPC TX C     - 3,114,120.      930,770.      MT  (+/- 180 meters Scaled)
 BM0689
 BM0689                          SUPERSEDED SURVEY CONTROL
 BM0689
 BM0689  NGVD 29 (??/??/92)  321.174  (m)         1053.72   (f) ADJ UNCH    2 0
 BM0689
 BM0689.Superseded values are not recommended for survey control.
 BM0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0689.See file dsdata.txt to determine how the superseded data were derived.
 BM0689
 BM0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU030939(NAD 83)
 BM0689_MARKER: DB = BENCH MARK DISK
 BM0689_SETTING: 66 = SET IN ROCK OUTCROP
 BM0689_SP_SET: LEDGE
 BM0689_STAMPING: N-200 1933
 BM0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0689+STABILITY: POSITION/ELEVATION WELL
 BM0689
 BM0689  HISTORY     - Date     Condition        Report By
 BM0689  HISTORY     - 1933     MONUMENTED       CGS
 BM0689  HISTORY     - 1962     MARK NOT FOUND   USGS
 BM0689
 BM0689                          STATION DESCRIPTION
 BM0689
 BM0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0689'0.7 MI NW FROM LIBERTY HILL.
 BM0689'ALONG TEXAS AND NEW ORLEANS RAILROAD, 525 FEET SOUTHEAST OF MILEPOST
 BM0689'40, 8 FEET NORTHEAST OF CENTER OF TRACK, IN LIMESTONE LEDGE.
 BM0689
 BM0689                          STATION RECOVERY (1962)
 BM0689
 BM0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BM0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0629 ***********************************************************************
 BM0629  DESIGNATION -  N 201
 BM0629  PID         -  BM0629
 BM0629  STATE/COUNTY-  TX/TRAVIS
 BM0629  USGS QUAD   -  AUSTIN EAST (1988)
 BM0629
 BM0629                         *CURRENT SURVEY CONTROL
 BM0629  ___________________________________________________________________
 BM0629* NAD 83(1986)-  30 16 07.     (N)    097 44 43.     (W)     SCALED    
 BM0629* NAVD 88     -       152.810  (meters)     501.34   (feet)  ADJUSTED  
 BM0629  ___________________________________________________________________
 BM0629  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BM0629  DYNAMIC HT  -         152.601 (meters)     500.66  (feet)  COMP
 BM0629  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 BM0629
 BM0629  VERT ORDER  -  FIRST     CLASS II
 BM0629
 BM0629.The horizontal coordinates were scaled from a topographic map and have
 BM0629.an estimated accuracy of +/- 6 seconds.
 BM0629
 BM0629.The orthometric height was determined by differential leveling
 BM0629.and adjusted by the National Geodetic Survey in June 1991..
 BM0629
 BM0629.The geoid height was determined by GEOID03.
 BM0629
 BM0629.The dynamic height is computed by dividing the NAVD 88
 BM0629.geopotential number by the normal gravity value computed on the
 BM0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0629.degrees latitude (g = 980.6199 gals.).
 BM0629
 BM0629.The modeled gravity was interpolated from observed gravity values.
 BM0629
 BM0629;                    North         East    Units  Estimated Accuracy
 BM0629;SPC TX C     - 3,069,630.      949,010.      MT  (+/- 180 meters Scaled)
 BM0629
 BM0629                          SUPERSEDED SURVEY CONTROL
 BM0629
 BM0629  NGVD 29 (??/??/92)  152.727  (m)          501.07   (f) ADJ UNCH    1 2
 BM0629
 BM0629.Superseded values are not recommended for survey control.
 BM0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0629.See file dsdata.txt to determine how the superseded data were derived.
 BM0629
 BM0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU206492(NAD 83)
 BM0629_MARKER: DB = BENCH MARK DISK
 BM0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0629_SP_SET: PORCH
 BM0629_STAMPING: N-201 1933
 BM0629_MARK LOGO: CGS   
 BM0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0629
 BM0629  HISTORY     - Date     Condition        Report By
 BM0629  HISTORY     - 1933     MONUMENTED       CGS
 BM0629  HISTORY     - 1953     GOOD             NGS
 BM0629  HISTORY     - 1980     GOOD             NGS
 BM0629  HISTORY     - 1990     GOOD             USPSQD
 BM0629  HISTORY     - 19910208 GOOD             USPSQD
 BM0629  HISTORY     - 19950624 GOOD             USPSQD
 BM0629  HISTORY     - 20010224 GOOD             USPSQD
 BM0629  HISTORY     - 20030308 GOOD             USPSQD
 BM0629  HISTORY     - 20050226 GOOD             USPSQD
 BM0629
 BM0629                          STATION DESCRIPTION
 BM0629
 BM0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0629'IN AUSTIN.
 BM0629'AT POST OFFICE BUILDING, IN WEST END OF SOUTH ENTRANCE, IN PORCH
 BM0629'HEADWALL.
 BM0629
 BM0629                          STATION RECOVERY (1953)
 BM0629
 BM0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BM0629'RECOVERED IN GOOD CONDITION.
 BM0629
 BM0629                          STATION RECOVERY (1980)
 BM0629
 BM0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0629'IN AUSTIN, 1.1 KM (0.65 MI) WEST ALONG WEST SIXTH STREET FROM THE
 BM0629'JUNCTION OF INTERSTATE 35, IN THE NORTHEAST QUADRANT OF THE
 BM0629'INTERSECTION OF SIXTH STREET AND LAVACA STREET, IN TOP OF THE WEST
 BM0629'GRANITE HEADWALL OF A PORCH AT THE SOUTH ENTRANCE OF THE OLD POST
 BM0629'OFFICE BUILDING OF THE UNIVERSITY OF TEXAS.
 BM0629'THE MARK IS 1.3 M ABOVE WEST SIXTH STREET.
 BM0629
 BM0629                          STATION RECOVERY (1990)
 BM0629
 BM0629'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0629'RECOVERED IN GOOD CONDITION.
 BM0629
 BM0629                          STATION RECOVERY (1991)
 BM0629
 BM0629'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0629'RECOVERED IN GOOD CONDITION.
 BM0629
 BM0629                          STATION RECOVERY (1995)
 BM0629
 BM0629'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0629'RECOVERED IN GOOD CONDITION.
 BM0629
 BM0629                          STATION RECOVERY (2001)
 BM0629
 BM0629'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM0629'RECOVERED IN GOOD CONDITION.
 BM0629
 BM0629                          STATION RECOVERY (2003)
 BM0629
 BM0629'RECOVERY NOTE BY US POWER SQUADRON 2003 (TSC)
 BM0629'RECOVERED IN GOOD CONDITION.
 BM0629
 BM0629                          STATION RECOVERY (2005)
 BM0629
 BM0629'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 BM0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0088 ***********************************************************************
 BN0088  DESIGNATION -  N 202 RESET 1939
 BN0088  PID         -  BN0088
 BN0088  STATE/COUNTY-  TX/BLANCO
 BN0088  USGS QUAD   -  YEAGER CREEK (1986)
 BN0088
 BN0088                         *CURRENT SURVEY CONTROL
 BN0088  ___________________________________________________________________
 BN0088* NAD 83(1986)-  30 11 48.     (N)    098 20 00.     (W)     SCALED    
 BN0088* NAVD 88     -       346.20   (meters)    1135.8    (feet)  RESET     
 BN0088  ___________________________________________________________________
 BN0088  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 BN0088
 BN0088  VERT ORDER  -  THIRD
 BN0088
 BN0088.The horizontal coordinates were scaled from a topographic map and have
 BN0088.an estimated accuracy of +/- 6 seconds.
 BN0088
 BN0088.The orthometric height was computed from unverified reset data.
 BN0088
 BN0088.The geoid height was determined by GEOID03.
 BN0088
 BN0088;                    North         East    Units  Estimated Accuracy
 BN0088;SPC TX C     - 3,060,490.      892,580.      MT  (+/- 180 meters Scaled)
 BN0088
 BN0088                          SUPERSEDED SURVEY CONTROL
 BN0088
 BN0088.No superseded survey control is available for this station.
 BN0088
 BN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU641407(NAD 83)
 BN0088_MARKER: DB = BENCH MARK DISK
 BN0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0088_SP_SET: BRIDGE
 BN0088_STAMPING: N 202 RESET 1939
 BN0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0088
 BN0088  HISTORY     - Date     Condition        Report By
 BN0088  HISTORY     - 1939     MONUMENTED       CGS
 BN0088  HISTORY     - 1953     GOOD             NGS
 BN0088  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0088  HISTORY     - 1991     GOOD             USPSQD
 BN0088  HISTORY     - 20060130 MARK NOT FOUND   USPSQD
 BN0088
 BN0088                          STATION DESCRIPTION
 BN0088
 BN0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0088'9.05 MI SE FROM JOHNSON CITY.
 BN0088'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0088'CITY, THENCE 8.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 290, 11.3 FEET
 BN0088'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 BN0088'SOUTHWEST END OF THE NORTHWEST GUARD RAIL OF A CONCRETE BRIDGE OVER
 BN0088'MCCALL CREEK.
 BN0088
 BN0088                          STATION RECOVERY (1990)
 BN0088
 BN0088'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0088'MARK NOT FOUND.
 BN0088
 BN0088                          STATION RECOVERY (1991)
 BN0088
 BN0088'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0088'RECOVERED IN GOOD CONDITION.
 BN0088
 BN0088                          STATION RECOVERY (2006)
 BN0088
 BN0088'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BN0088'THIS IS FOUR LANE HWY WITH PRECAST SUPPORTS FOR THE ROAD, CERTAINLY
 BN0088'NOT 1939 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0670 ***********************************************************************
 AH0670  DESIGNATION -  N 203
 AH0670  PID         -  AH0670
 AH0670  STATE/COUNTY-  TX/KLEBERG
 AH0670  USGS QUAD   -  PAISANO LAKE (1979)
 AH0670
 AH0670                         *CURRENT SURVEY CONTROL
 AH0670  ___________________________________________________________________
 AH0670* NAD 83(1986)-  27 15 27.     (N)    097 56 14.     (W)     SCALED    
 AH0670* NAVD 88     -        20.221  (meters)      66.34   (feet)  ADJUSTED  
 AH0670  ___________________________________________________________________
 AH0670  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH0670  DYNAMIC HT  -          20.190 (meters)      66.24  (feet)  COMP
 AH0670  MODELED GRAV-     979,083.0   (mgal)                       NAVD 88
 AH0670
 AH0670  VERT ORDER  -  SECOND    CLASS 0
 AH0670
 AH0670.The horizontal coordinates were scaled from a topographic map and have
 AH0670.an estimated accuracy of +/- 6 seconds.
 AH0670
 AH0670.The orthometric height was determined by differential leveling
 AH0670.and adjusted by the National Geodetic Survey in June 1991..
 AH0670
 AH0670.The geoid height was determined by GEOID03.
 AH0670
 AH0670.The dynamic height is computed by dividing the NAVD 88
 AH0670.geopotential number by the normal gravity value computed on the
 AH0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0670.degrees latitude (g = 980.6199 gals.).
 AH0670
 AH0670.The modeled gravity was interpolated from observed gravity values.
 AH0670
 AH0670;                    North         East    Units  Estimated Accuracy
 AH0670;SPC TX S     - 5,176,380.      355,730.      MT  (+/- 180 meters Scaled)
 AH0670
 AH0670                          SUPERSEDED SURVEY CONTROL
 AH0670
 AH0670  NGVD 29 (??/??/92)   20.348  (m)           66.76   (f) ADJ UNCH    2 0
 AH0670
 AH0670.Superseded values are not recommended for survey control.
 AH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0670.See file dsdata.txt to determine how the superseded data were derived.
 AH0670
 AH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR052154(NAD 83)
 AH0670_MARKER: DB = BENCH MARK DISK
 AH0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0670_STAMPING: N 203 1934
 AH0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0670+STABILITY: SURFACE MOTION
 AH0670
 AH0670  HISTORY     - Date     Condition        Report By
 AH0670  HISTORY     - 1934     MONUMENTED       CGS
 AH0670  HISTORY     - 1942     GOOD             NGS
 AH0670  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0670
 AH0670                          STATION DESCRIPTION
 AH0670
 AH0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AH0670'8.4 MI W FROM RIVIERA.
 AH0670'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT RIVIERA-- PROCEED
 AH0670'WESTERLY ALONG STATE HIGHWAY NO. 285, 8.4 MILES TO SITE OF BENCH MARK.
 AH0670'BENCH MARK IS ABOUT 1.3 MILE WEST OF A CALICHE PIT, 38.0 FEET NORTH
 AH0670'OF AND ABOUT 1.0 FOOT BELOW CENTERLINE OF HIGHWAY.  IT IS 3.0 FEET
 AH0670'NORTH OF HIGHWAY FENCE, 2.0 FEET SOUTH OF 4 X 4 INCH WOODEN MARKER
 AH0670'POST.  THE MONUMENT PROJECTS ABOUT 0.1 FOOT.  A STANDARD DISK SET IN
 AH0670'CONCRETE POST.
 AH0670
 AH0670                          STATION RECOVERY (1975)
 AH0670
 AH0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0424 ***********************************************************************
 BZ0424  DESIGNATION -  N 204
 BZ0424  PID         -  BZ0424
 BZ0424  STATE/COUNTY-  TX/LEON
 BZ0424  USGS QUAD   -  MARGIE (1982)
 BZ0424
 BZ0424                         *CURRENT SURVEY CONTROL
 BZ0424  ___________________________________________________________________
 BZ0424* NAD 83(1986)-  31 09 35.     (N)    096 07 40.     (W)     SCALED    
 BZ0424* NAVD 88     -       142.08   (+/-2cm)     466.1    (feet)  VERTCON   
 BZ0424  ___________________________________________________________________
 BZ0424  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BZ0424
 BZ0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0424
 BZ0424.The horizontal coordinates were scaled from a topographic map and have
 BZ0424.an estimated accuracy of +/- 6 seconds.
 BZ0424
 BZ0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0424.The vertical order pertains to the NGVD 29 superseded value.
 BZ0424
 BZ0424.The geoid height was determined by GEOID03.
 BZ0424
 BZ0424;                    North         East    Units  Estimated Accuracy
 BZ0424;SPC TX C     - 3,173,090.    1,100,840.      MT  (+/- 180 meters Scaled)
 BZ0424
 BZ0424                          SUPERSEDED SURVEY CONTROL
 BZ0424
 BZ0424  NGVD 29 (??/??/92)  142.048  (m)          466.04   (f) ADJ UNCH    2 0
 BZ0424
 BZ0424.Superseded values are not recommended for survey control.
 BZ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0424.See file dsdata.txt to determine how the superseded data were derived.
 BZ0424
 BZ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV737508(NAD 83)
 BZ0424_MARKER: DB = BENCH MARK DISK
 BZ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0424_STAMPING: N 204 466.082 1933
 BZ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0424+STABILITY: SURFACE MOTION
 BZ0424
 BZ0424  HISTORY     - Date     Condition        Report By
 BZ0424  HISTORY     - 1933     MONUMENTED       CGS
 BZ0424  HISTORY     - 1947     GOOD             NGS
 BZ0424  HISTORY     - 20001030 MARK NOT FOUND   LOCSUR
 BZ0424
 BZ0424                          STATION DESCRIPTION
 BZ0424
 BZ0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0424'0.6 MI N FROM FLYNN.
 BZ0424'ABOUT 0.6 MILE NORTH ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM
 BZ0424'THE STATION AT FLYNN, 52.6 FEET WEST OF AND ABOUT 5.0 FEET LOWER THAN
 BZ0424'THE CENTER LINE OF THE TRACK, 16.0 FEET WEST OF MILE POST 169, 2.5
 BZ0424'FEET WEST OF THE RIGHT OF WAY FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN.
 BZ0424'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BZ0424'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 BZ0424
 BZ0424                          STATION RECOVERY (2000)
 BZ0424
 BZ0424'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 BZ0424'DOZED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1674 ***********************************************************************
 BL1674  DESIGNATION -  N 205
 BL1674  PID         -  BL1674
 BL1674  STATE/COUNTY-  TX/WALKER
 BL1674  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1674
 BL1674                         *CURRENT SURVEY CONTROL
 BL1674  ___________________________________________________________________
 BL1674* NAD 83(1986)-  30 47 12.     (N)    095 40 50.     (W)     SCALED    
 BL1674* NAVD 88     -        81.20   (+/-2cm)     266.4    (feet)  VERTCON   
 BL1674  ___________________________________________________________________
 BL1674  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BL1674
 BL1674  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1674
 BL1674.The horizontal coordinates were scaled from a topographic map and have
 BL1674.an estimated accuracy of +/- 6 seconds.
 BL1674
 BL1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1674.The vertical order pertains to the NGVD 29 superseded value.
 BL1674
 BL1674.The geoid height was determined by GEOID03.
 BL1674
 BL1674;                    North         East    Units  Estimated Accuracy
 BL1674;SPC TX C     - 3,133,470.    1,145,170.      MT  (+/- 180 meters Scaled)
 BL1674
 BL1674                          SUPERSEDED SURVEY CONTROL
 BL1674
 BL1674  NGVD 29 (??/??/92)   81.202  (m)          266.41   (f) ADJ UNCH    2 0
 BL1674
 BL1674.Superseded values are not recommended for survey control.
 BL1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1674.See file dsdata.txt to determine how the superseded data were derived.
 BL1674
 BL1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ434090(NAD 83)
 BL1674_MARKER: DB = BENCH MARK DISK
 BL1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1674_STAMPING: N 205 1933 266.410
 BL1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1674+STABILITY: SURFACE MOTION
 BL1674
 BL1674  HISTORY     - Date     Condition        Report By
 BL1674  HISTORY     - 1933     MONUMENTED       CGS
 BL1674  HISTORY     - 1947     GOOD             NGS
 BL1674  HISTORY     - 19960601 GOOD             USPSQD
 BL1674
 BL1674                          STATION DESCRIPTION
 BL1674
 BL1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1674'9.5 MI NW FROM HUNTSVILLE.
 BL1674'9.5 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE COURT HOUSE AT
 BL1674'HUNTSVILLE, 0.25 MILE NORTHWEST OF THE BRIDGE OVER NELSONS CREEK, 0.1
 BL1674'MILE SOUTHEAST OF A CURVE IN THE HIGHWAY, AT THE TOP OF A HILL AND AT
 BL1674'THE JUNCTION OF A PRIVATE ROAD LEADING EAST TO A FARM HOUSE, 70.7 FEET
 BL1674'NORTHEAST OF THE CENTER OF THE HIGHWAY, 34.3 FEET EAST OF TELEPHONE
 BL1674'POLE NO.355, 27.0 FEET NORTHEAST OF THE NORTHEAST RIGHT OF WAY FENCE,
 BL1674'10.0 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD, 1.4 FOOT SOUTH OF A
 BL1674'REFERENCE POST, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE HIGHWAY
 BL1674'AND PROJECTING 0.2 FOOT.
 BL1674
 BL1674                          STATION RECOVERY (1996)
 BL1674
 BL1674'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1486 ***********************************************************************
 BL1486  DESIGNATION -  N 206
 BL1486  PID         -  BL1486
 BL1486  STATE/COUNTY-  TX/GRIMES
 BL1486  USGS QUAD   -  ANDERSON (1961)
 BL1486
 BL1486                         *CURRENT SURVEY CONTROL
 BL1486  ___________________________________________________________________
 BL1486* NAD 83(1986)-  30 28 17.     (N)    095 59 35.     (W)     SCALED    
 BL1486* NAVD 88     -        80.78   (+/-2cm)     265.0    (feet)  VERTCON   
 BL1486  ___________________________________________________________________
 BL1486  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BL1486
 BL1486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1486
 BL1486.The horizontal coordinates were scaled from a topographic map and have
 BL1486.an estimated accuracy of +/- 6 seconds.
 BL1486
 BL1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1486.The vertical order pertains to the NGVD 29 superseded value.
 BL1486
 BL1486.The geoid height was determined by GEOID03.
 BL1486
 BL1486;                    North         East    Units  Estimated Accuracy
 BL1486;SPC TX C     - 3,097,340.    1,116,650.      MT  (+/- 180 meters Scaled)
 BL1486
 BL1486                          SUPERSEDED SURVEY CONTROL
 BL1486
 BL1486  NGVD 29 (??/??/92)   80.758  (m)          264.95   (f) ADJ UNCH    2 0
 BL1486
 BL1486.Superseded values are not recommended for survey control.
 BL1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1486.See file dsdata.txt to determine how the superseded data were derived.
 BL1486
 BL1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP126748(NAD 83)
 BL1486_MARKER: DB = BENCH MARK DISK
 BL1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1486_STAMPING: N 206 1933
 BL1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1486+STABILITY: SURFACE MOTION
 BL1486
 BL1486  HISTORY     - Date     Condition        Report By
 BL1486  HISTORY     - 1933     MONUMENTED       CGS
 BL1486  HISTORY     - 1954     GOOD             NGS
 BL1486  HISTORY     - 19940820 GOOD             USPSQD
 BL1486  HISTORY     - 19991107 GOOD             USPSQD
 BL1486
 BL1486                          STATION DESCRIPTION
 BL1486
 BL1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1486'1.5 MI SW FROM ANDERSON.
 BL1486'0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 90 FROM THE COURTHOUSE AT
 BL1486'ANDERSON, THENCE 0.75 MILE SOUTH ALONG A DIRT ROAD, 15 FEET WEST OF
 BL1486'THE CENTER LINE OF THE ROAD, 37 FEET SOUTHEAST OF THE CENTER LINE OF
 BL1486'AN OLD RAILROAD GRADE, 2 FEET EAST OF A FENCE, 3 FEET SOUTH OF A
 BL1486'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BL1486'FOOT ABOVE THE GROUND.
 BL1486
 BL1486                          STATION RECOVERY (1994)
 BL1486
 BL1486'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1486'RECOVERED IN GOOD CONDITION.
 BL1486
 BL1486                          STATION RECOVERY (1999)
 BL1486
 BL1486'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0112 ***********************************************************************
 BM0112  DESIGNATION -  N 207
 BM0112  PID         -  BM0112
 BM0112  STATE/COUNTY-  TX/WASHINGTON
 BM0112  USGS QUAD   -  BRENHAM (1989)
 BM0112
 BM0112                         *CURRENT SURVEY CONTROL
 BM0112  ___________________________________________________________________
 BM0112* NAD 83(1986)-  30 10 03.     (N)    096 23 40.     (W)     SCALED    
 BM0112* NAVD 88     -       105.88   (+/-2cm)     347.4    (feet)  VERTCON   
 BM0112  ___________________________________________________________________
 BM0112  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BM0112
 BM0112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0112
 BM0112.The horizontal coordinates were scaled from a topographic map and have
 BM0112.an estimated accuracy of +/- 6 seconds.
 BM0112
 BM0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0112.The vertical order pertains to the NGVD 29 superseded value.
 BM0112
 BM0112.The geoid height was determined by GEOID03.
 BM0112
 BM0112;                    North         East    Units  Estimated Accuracy
 BM0112;SPC TX C     - 3,062,240.    1,079,330.      MT  (+/- 180 meters Scaled)
 BM0112
 BM0112                          SUPERSEDED SURVEY CONTROL
 BM0112
 BM0112  NGVD 29 (??/??/92)  105.845  (m)          347.26   (f) ADJ UNCH    2 0
 BM0112
 BM0112.Superseded values are not recommended for survey control.
 BM0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0112.See file dsdata.txt to determine how the superseded data were derived.
 BM0112
 BM0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU509402(NAD 83)
 BM0112_MARKER: DB = BENCH MARK DISK
 BM0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0112_SP_SET: WINDOW SEAT
 BM0112_STAMPING: N 207 1933 347.335
 BM0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0112+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 BM0112
 BM0112  HISTORY     - Date     Condition        Report By
 BM0112  HISTORY     - 1933     MONUMENTED       CGS
 BM0112  HISTORY     - 1963     GOOD             USGS
 BM0112  HISTORY     - 19910623 GOOD             USPSQD
 BM0112  HISTORY     - 19941105 GOOD             USPSQD
 BM0112  HISTORY     - 19991009 GOOD             USPSQD
 BM0112  HISTORY     - 20040327 GOOD             USPSQD
 BM0112
 BM0112                          STATION DESCRIPTION
 BM0112
 BM0112'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BM0112'IN BRENHAM.
 BM0112'AT BRENHAM, WASHINGTON COUNTY, AT THE POST OFFICE, AT THE MAIN
 BM0112'ENTRANCE, JUST NORTH OF THE ENTRANCE, NEAR THE THIRD COLUMN FROM THE
 BM0112'NORTH, AND IN THE TOP OF THE STONE WINDOW SEAT.  A STANDARD DISK,
 BM0112'STAMPED 347.355 N 207 1933.
 BM0112
 BM0112                          STATION RECOVERY (1991)
 BM0112
 BM0112'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0112'RECOVERED IN GOOD CONDITION.
 BM0112
 BM0112                          STATION RECOVERY (1994)
 BM0112
 BM0112'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0112'RECOVERED IN GOOD CONDITION.
 BM0112
 BM0112                          STATION RECOVERY (1999)
 BM0112
 BM0112'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0112'RECOVERED IN GOOD CONDITION.
 BM0112
 BM0112                          STATION RECOVERY (2004)
 BM0112
 BM0112'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0112'GO TO N30 10 03.5 W096 23 46.2. AT 105 S MAIN ST.  THE OLD POST OFFICE
 BM0112'IS NOT THE BREHAM HERATIGE MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0327 ***********************************************************************
 BM0327  DESIGNATION -  N 208
 BM0327  PID         -  BM0327
 BM0327  STATE/COUNTY-  TX/MILAM
 BM0327  USGS QUAD   -  MILANO (1989)
 BM0327
 BM0327                         *CURRENT SURVEY CONTROL
 BM0327  ___________________________________________________________________
 BM0327* NAD 83(1986)-  30 39 40.     (N)    096 49 59.     (W)     SCALED    
 BM0327* NAVD 88     -       146.29   (+/-2cm)     480.0    (feet)  VERTCON   
 BM0327  ___________________________________________________________________
 BM0327  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0327
 BM0327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0327
 BM0327.The horizontal coordinates were scaled from a topographic map and have
 BM0327.an estimated accuracy of +/- 6 seconds.
 BM0327
 BM0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0327.The vertical order pertains to the NGVD 29 superseded value.
 BM0327
 BM0327.The geoid height was determined by GEOID03.
 BM0327
 BM0327;                    North         East    Units  Estimated Accuracy
 BM0327;SPC TX C     - 3,115,520.    1,035,380.      MT  (+/- 180 meters Scaled)
 BM0327
 BM0327                          SUPERSEDED SURVEY CONTROL
 BM0327
 BM0327  NGVD 29 (??/??/92)  146.236  (m)          479.78   (f) ADJ UNCH    2 0
 BM0327
 BM0327.Superseded values are not recommended for survey control.
 BM0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0327.See file dsdata.txt to determine how the superseded data were derived.
 BM0327
 BM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU076940(NAD 83)
 BM0327_MARKER: DB = BENCH MARK DISK
 BM0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0327_STAMPING: N-208 1934
 BM0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0327+STABILITY: SURFACE MOTION
 BM0327
 BM0327  HISTORY     - Date     Condition        Report By
 BM0327  HISTORY     - 1934     MONUMENTED       CGS
 BM0327  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0327
 BM0327                          STATION DESCRIPTION
 BM0327
 BM0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0327'3.9 MI SE FROM MILANO.
 BM0327'3.9 MILES SOUTHEAST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD.
 BM0327'563 YARDS SOUTHEAST OF MILEPOST 171, 72 FEET NORTHWEST OF CENTER OF
 BM0327'TRACK, 3 FEET NORTHEAST OF RIGHT OF WAY FENCE.
 BM0327
 BM0327                          STATION RECOVERY (1999)
 BM0327
 BM0327'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0344 ***********************************************************************
 BM0344  DESIGNATION -  N 209
 BM0344  PID         -  BM0344
 BM0344  STATE/COUNTY-  TX/WILLIAMSON
 BM0344  USGS QUAD   -  BARTLETT (1989)
 BM0344
 BM0344                         *CURRENT SURVEY CONTROL
 BM0344  ___________________________________________________________________
 BM0344* NAD 83(1986)-  30 45 13.     (N)    097 26 20.     (W)     SCALED    
 BM0344* NAVD 88     -       177.402  (meters)     582.03   (feet)  ADJUSTED  
 BM0344  ___________________________________________________________________
 BM0344  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BM0344  DYNAMIC HT  -         177.165 (meters)     581.25  (feet)  COMP
 BM0344  MODELED GRAV-     979,305.2   (mgal)                       NAVD 88
 BM0344
 BM0344  VERT ORDER  -  FIRST     CLASS II
 BM0344
 BM0344.The horizontal coordinates were scaled from a topographic map and have
 BM0344.an estimated accuracy of +/- 6 seconds.
 BM0344
 BM0344.The orthometric height was determined by differential leveling
 BM0344.and adjusted by the National Geodetic Survey in June 1991..
 BM0344
 BM0344.The geoid height was determined by GEOID03.
 BM0344
 BM0344.The dynamic height is computed by dividing the NAVD 88
 BM0344.geopotential number by the normal gravity value computed on the
 BM0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0344.degrees latitude (g = 980.6199 gals.).
 BM0344
 BM0344.The modeled gravity was interpolated from observed gravity values.
 BM0344
 BM0344;                    North         East    Units  Estimated Accuracy
 BM0344;SPC TX C     - 3,124,100.      977,080.      MT  (+/- 180 meters Scaled)
 BM0344
 BM0344                          SUPERSEDED SURVEY CONTROL
 BM0344
 BM0344  NGVD 29 (??/??/92)  177.323  (m)          581.77   (f) ADJ UNCH    1 2
 BM0344
 BM0344.Superseded values are not recommended for survey control.
 BM0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0344.See file dsdata.txt to determine how the superseded data were derived.
 BM0344
 BM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV494033(NAD 83)
 BM0344_MARKER: DB = BENCH MARK DISK
 BM0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0344_SP_SET: CULVERT
 BM0344_STAMPING: N-209 1933
 BM0344_MARK LOGO: CGS   
 BM0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0344
 BM0344  HISTORY     - Date     Condition        Report By
 BM0344  HISTORY     - 1933     MONUMENTED       CGS
 BM0344  HISTORY     - 1935     GOOD             NGS
 BM0344  HISTORY     - 1980     GOOD             NGS
 BM0344  HISTORY     - 1990     GOOD             USPSQD
 BM0344
 BM0344                          STATION DESCRIPTION
 BM0344
 BM0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0344'2.5 MI N FROM GRANGER.
 BM0344'2.5 MILES NORTH OF, ALONG M. K. T. RAILROAD, 0.3 MILES NORTH OF MILE
 BM0344'POST 906, AT RAILROAD CULVERT, SET HORIZONTAL IN TOP OF CONCRETE
 BM0344'ABUTMENT ON SOUTH END OF CULVERT, 16 FEET WEST OF CENTER OF TRACK.
 BM0344
 BM0344                          STATION RECOVERY (1935)
 BM0344
 BM0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0344'RECOVERED IN GOOD CONDITION.
 BM0344
 BM0344                          STATION RECOVERY (1980)
 BM0344
 BM0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0344'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF FARM
 BM0344'ROAD 487 IN BARTLETT, 21.3 METERS (70.0 FT) WEST OF THE CENTERLINE OF
 BM0344'THE HIGHWAY, IN TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 BM0344'MISSOURI KANSAS AND TEXAS RAILROAD BRIDGE OVER A CREEK.  NOTE-THE
 BM0344'STAMPING IS NOT N 209 1933 AS STATED IN THE DESCRIPTION IN TEXAS LINE
 BM0344'253, JANUARY, 1964.
 BM0344'THE MARK IS 1.0 M BELOW THE TRACKS.
 BM0344
 BM0344                          STATION RECOVERY (1990)
 BM0344
 BM0344'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0595 ***********************************************************************
 AB0595  DESIGNATION -  N 21
 AB0595  PID         -  AB0595
 AB0595  STATE/COUNTY-  TX/CAMERON
 AB0595  USGS QUAD   -  HARLINGEN (1983)
 AB0595
 AB0595                         *CURRENT SURVEY CONTROL
 AB0595  ___________________________________________________________________
 AB0595* NAD 83(1986)-  26 14 51.     (N)    097 38 05.     (W)     SCALED    
 AB0595* NAVD 88     -        10.646  (meters)      34.93   (feet)  ADJUSTED  
 AB0595  ___________________________________________________________________
 AB0595  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AB0595  DYNAMIC HT  -          10.629 (meters)      34.87  (feet)  COMP
 AB0595  MODELED GRAV-     979,042.9   (mgal)                       NAVD 88
 AB0595
 AB0595  VERT ORDER  -  SECOND    CLASS 0
 AB0595
 AB0595.The horizontal coordinates were scaled from a topographic map and have
 AB0595.an estimated accuracy of +/- 6 seconds.
 AB0595
 AB0595.The orthometric height was determined by differential leveling
 AB0595.and adjusted by the National Geodetic Survey in June 1991..
 AB0595
 AB0595.The geoid height was determined by GEOID03.
 AB0595
 AB0595.The dynamic height is computed by dividing the NAVD 88
 AB0595.geopotential number by the normal gravity value computed on the
 AB0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0595.degrees latitude (g = 980.6199 gals.).
 AB0595
 AB0595.The modeled gravity was interpolated from observed gravity values.
 AB0595
 AB0595;                    North         East    Units  Estimated Accuracy
 AB0595;SPC TX S     - 5,064,650.      386,450.      MT  (+/- 180 meters Scaled)
 AB0595
 AB0595                          SUPERSEDED SURVEY CONTROL
 AB0595
 AB0595  NGVD 29 (??/??/92)   10.739  (m)           35.23   (f) ADJ UNCH    2 0
 AB0595
 AB0595.Superseded values are not recommended for survey control.
 AB0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0595.See file dsdata.txt to determine how the superseded data were derived.
 AB0595
 AB0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ363038(NAD 83)
 AB0595_MARKER: DD = SURVEY DISK
 AB0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0595_SP_SET: SYPHON
 AB0595_STAMPING: N 21 35.01
 AB0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0595
 AB0595  HISTORY     - Date     Condition        Report By
 AB0595  HISTORY     - UNK      MONUMENTED
 AB0595  HISTORY     - 1942     GOOD             NGS
 AB0595
 AB0595                          STATION DESCRIPTION
 AB0595
 AB0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0595'6.1 MI E FROM COMBES.
 AB0595'6.1 MILES EAST ALONG FARM MARKET ROAD 508 FROM THE POST OFFICE AT
 AB0595'COMBES, CAMERON COUNTY, 36 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN
 AB0595'THE CENTER LINE OF THE ROAD, AT A CONCRETE SYPHON, AND IN THE CENTER
 AB0595'OF THE NORTH HEAD WALL.  A CAMERON COUNTY STANDARD DISK, STAMPED N 21
 AB0595'35.01.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0478 ***********************************************************************
 CC0478  DESIGNATION -  N 21
 CC0478  PID         -  CC0478
 CC0478  STATE/COUNTY-  TX/REEVES
 CC0478  USGS QUAD   -  ORLA (1968)
 CC0478
 CC0478                         *CURRENT SURVEY CONTROL
 CC0478  ___________________________________________________________________
 CC0478* NAD 83(1986)-  31 49 40.     (N)    103 53 55.     (W)     SCALED    
 CC0478* NAVD 88     -       872.396  (meters)    2862.19   (feet)  ADJUSTED  
 CC0478  ___________________________________________________________________
 CC0478  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CC0478  DYNAMIC HT  -         871.101 (meters)    2857.94  (feet)  COMP
 CC0478  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 CC0478
 CC0478  VERT ORDER  -  FIRST     CLASS II
 CC0478
 CC0478.The horizontal coordinates were scaled from a topographic map and have
 CC0478.an estimated accuracy of +/- 6 seconds.
 CC0478
 CC0478.The orthometric height was determined by differential leveling
 CC0478.and adjusted by the National Geodetic Survey in June 1991..
 CC0478.WARNING-Repeat measurements at this control monument indicate possible
 CC0478.vertical movement.
 CC0478
 CC0478.The geoid height was determined by GEOID03.
 CC0478
 CC0478.The dynamic height is computed by dividing the NAVD 88
 CC0478.geopotential number by the normal gravity value computed on the
 CC0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0478.degrees latitude (g = 980.6199 gals.).
 CC0478
 CC0478.The modeled gravity was interpolated from observed gravity values.
 CC0478
 CC0478;                    North         East    Units  Estimated Accuracy
 CC0478;SPC TX C     - 3,244,990.      362,540.      MT  (+/- 180 meters Scaled)
 CC0478
 CC0478                          SUPERSEDED SURVEY CONTROL
 CC0478
 CC0478  NGVD 29 (??/??/92)  871.934  (m)         2860.67   (f) ADJ UNCH    1 2
 CC0478
 CC0478.Superseded values are not recommended for survey control.
 CC0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0478.See file dsdata.txt to determine how the superseded data were derived.
 CC0478
 CC0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR042218(NAD 83)
 CC0478_MARKER: X = CHISELED CROSS
 CC0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0478_SP_SET: SECTION RAIL
 CC0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0478
 CC0478  HISTORY     - Date     Condition        Report By
 CC0478  HISTORY     - UNK      MONUMENTED       CGS
 CC0478  HISTORY     - 1957     GOOD             NGS
 CC0478  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0478
 CC0478                          STATION DESCRIPTION
 CC0478
 CC0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0478'0.2 MI SE FROM ORLA.
 CC0478'ABOUT 0.2 MILE SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CC0478'THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 56 FEET NORTHEAST OF
 CC0478'MILEPOST 231, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 249 FEET
 CC0478'SOUTHEAST OF A ROAD CROSSING, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CC0478'TRACK, AND ON THE TOP OF A VERTICAL SECTION OF RAIL WHICH IS THE OLD
 CC0478'MILEPOST 231 AND IS PROJECTING 1 FOOT.
 CC0478
 CC0478                          STATION RECOVERY (1981)
 CC0478
 CC0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0478'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0814 ***********************************************************************
 AW0814  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0814  DESIGNATION -  N 21
 AW0814  PID         -  AW0814
 AW0814  STATE/COUNTY-  TX/HARRIS
 AW0814  USGS QUAD   -  HUMBLE (1995)
 AW0814
 AW0814                         *CURRENT SURVEY CONTROL
 AW0814  ___________________________________________________________________
 AW0814* NAD 83(1993)-  29 56 21.29677(N)    095 16 07.63327(W)     ADJUSTED  
 AW0814* NAVD 88     -        19.93   (meters)      65.4    (feet)  GPS OBS   
 AW0814  ___________________________________________________________________
 AW0814  X           -    -507,957.814 (meters)                     COMP
 AW0814  Y           -  -5,508,242.493 (meters)                     COMP
 AW0814  Z           -   3,164,536.116 (meters)                     COMP
 AW0814  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW0814  ELLIP HEIGHT-          -7.44  (meters)          (12/03/01) GPS OBS
 AW0814  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW0814  DYNAMIC HT  -          19.90  (meters)      65.3   (feet)  COMP
 AW0814  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 AW0814
 AW0814  HORZ ORDER  -  FIRST
 AW0814  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0814  ELLP ORDER  -  FOURTH    CLASS II
 AW0814
 AW0814.The horizontal coordinates were established by GPS observations
 AW0814.and adjusted by the National Geodetic Survey in December 2001..
 AW0814
 AW0814.The orthometric height was determined by GPS observations and a
 AW0814.high-resolution geoid model using precise GPS observation and
 AW0814.processing techniques. It supersedes the leveled height previously
 AW0814.determined for this station.
 AW0814.WARNING-GPS observations at this control monument resulted in a GPS
 AW0814.derived orthometric height which differed from the leveled height by
 AW0814.more than one decimeter (0.1 meter).
 AW0814.The vertical order pertains to the first NAVD 88 superseded value.
 AW0814
 AW0814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0814
 AW0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0814
 AW0814.The ellipsoidal height was determined by GPS observations
 AW0814.and is referenced to NAD 83.
 AW0814
 AW0814.The geoid height was determined by GEOID03.
 AW0814
 AW0814.The dynamic height is computed by dividing the NAVD 88
 AW0814.geopotential number by the normal gravity value computed on the
 AW0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0814.degrees latitude (g = 980.6199 gals.).
 AW0814
 AW0814.The modeled gravity was interpolated from observed gravity values.
 AW0814
 AW0814;                    North         East     Units Scale Factor Converg.
 AW0814;SPC TXSC     - 4,239,140.624   960,139.550   MT  0.99991871   +1 49 40.7
 AW0814;SPC TXSC     -13,907,913.86  3,150,057.84   sFT  0.99991871   +1 49 40.7
 AW0814;UTM  15      - 3,314,218.220   281,018.656   MT  1.00019167   -1 07 57.9
 AW0814
 AW0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0814!SPC TXSC     -   1.00000117  x   0.99991871  =   0.99991988
 AW0814!UTM  15      -   1.00000117  x   1.00019167  =   1.00019284
 AW0814
 AW0814                          SUPERSEDED SURVEY CONTROL
 AW0814
 AW0814  ELLIP H (10/25/00)   -7.29   (m)                       GP(       ) 4 1
 AW0814  NAD 83(1993)-  29 56 21.29721(N)    095 16 07.63198(W) AD(       ) 1
 AW0814  ELLIP H (10/17/96)   -7.16   (m)                       GP(       ) 3 1
 AW0814  NAVD 88 (06/15/91)   20.232  (m)           66.38   (f) ADJUSTED    1 2
 AW0814  NGVD 29 (12/23/87)   20.230  (m)           66.37   (f) ADJUSTED    1 2
 AW0814
 AW0814.Superseded values are not recommended for survey control.
 AW0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0814.See file dsdata.txt to determine how the superseded data were derived.
 AW0814
 AW0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8101914218(NAD 83)
 AW0814_MARKER: DD = SURVEY DISK
 AW0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0814_SP_SET: CONCRETE POST
 AW0814_STAMPING: N 21
 AW0814_MARK LOGO: TXHD  
 AW0814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0814+STABILITY: SURFACE MOTION
 AW0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0814+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1994
 AW0814
 AW0814  HISTORY     - Date     Condition        Report By
 AW0814  HISTORY     - UNK      MONUMENTED       TXHD
 AW0814  HISTORY     - 1978     GOOD             NGS
 AW0814  HISTORY     - 1987     GOOD             NGS
 AW0814  HISTORY     - 19941009 MARK NOT FOUND   NGS
 AW0814  HISTORY     - 19941215 GOOD             HGCSD
 AW0814  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 AW0814
 AW0814                          STATION DESCRIPTION
 AW0814
 AW0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0814'5.9 MI SE FROM HUMBLE.
 AW0814'0.4 MILE EAST ALONG BARRETT ROAD FROM THE POST OFFICE, THENCE 4.5
 AW0814'MILES SOUTH ALONG OLD HUMBLE ROAD, AND THENCE 1.0 MILE EAST ALONG
 AW0814'NORTH BELT, 0.15 MILE EAST OF THE ENTRANCE TO EL DORADO COUNTRY AT
 AW0814'THE T JUNCTION OF MESA DRIVE LEADING NORTH, 88.1 FEET WEST OF THE
 AW0814'WEST CURB OF MESA DRIVE, 59.5 FEET NORTH OF THE CENTERLINE OF THE
 AW0814'WEST BOUND LANES OF NORTH BELT, 39.5 FEET SOUTHWEST OF POWER POLE
 AW0814'WITH TRANSFORMER, AND 1.5 FEET WEST OF METAL WITNESS POST.
 AW0814
 AW0814                          STATION RECOVERY (1987)
 AW0814
 AW0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0814'RECOVERED IN GOOD CONDITION.
 AW0814
 AW0814                          STATION RECOVERY (1994)
 AW0814
 AW0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0814'SEARCHED FOR, NOT RECOVERED.
 AW0814
 AW0814                          STATION RECOVERY (1994)
 AW0814
 AW0814'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW0814'RECOVERED AS DESCRIBED.
 AW0814
 AW0814                          STATION RECOVERY (2004)
 AW0814
 AW0814'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1248 ***********************************************************************
 AX1248  DESIGNATION -  N 210
 AX1248  PID         -  AX1248
 AX1248  STATE/COUNTY-  TX/COLORADO
 AX1248  USGS QUAD   -  ROCK ISLAND (1981)
 AX1248
 AX1248                         *CURRENT SURVEY CONTROL
 AX1248  ___________________________________________________________________
 AX1248* NAD 83(1986)-  29 30 57.     (N)    096 37 18.     (W)     SCALED    
 AX1248* NAVD 88     -        73.88   (+/-2cm)     242.4    (feet)  VERTCON   
 AX1248  ___________________________________________________________________
 AX1248  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX1248
 AX1248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1248
 AX1248.The horizontal coordinates were scaled from a topographic map and have
 AX1248.an estimated accuracy of +/- 6 seconds.
 AX1248
 AX1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1248.The vertical order pertains to the NGVD 29 superseded value.
 AX1248
 AX1248.The geoid height was determined by GEOID03.
 AX1248
 AX1248;                    North         East    Units  Estimated Accuracy
 AX1248;SPC TXSC     - 4,188,810.      830,540.      MT  (+/- 180 meters Scaled)
 AX1248
 AX1248                          SUPERSEDED SURVEY CONTROL
 AX1248
 AX1248  NGVD 29 (??/??/92)   73.864  (m)          242.34   (f) ADJ UNCH    2 0
 AX1248
 AX1248.Superseded values are not recommended for survey control.
 AX1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1248.See file dsdata.txt to determine how the superseded data were derived.
 AX1248
 AX1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT305674(NAD 83)
 AX1248_MARKER: DB = BENCH MARK DISK
 AX1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1248_STAMPING: N 210 1934
 AX1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1248+STABILITY: SURFACE MOTION
 AX1248
 AX1248  HISTORY     - Date     Condition        Report By
 AX1248  HISTORY     - 1934     MONUMENTED       CGS
 AX1248  HISTORY     - 1965     GOOD             USGS
 AX1248  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1248
 AX1248                          STATION DESCRIPTION
 AX1248
 AX1248'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AX1248'1.8 MI NE FROM ROCK ISLAND.
 AX1248'SHERIDAN, 1.8 MI. NE OF ALONG U.S. HIGHWAY ALTERNATE 90, ABOUT 0.5 MI.
 AX1248'SW OF BRIDGE OVER MIDDLE SANDY CREEK.  35 FT. NE. OF TRACK RD. N. 50
 AX1248'FT. SE OF RR GRADE.  62 FT. NW AND 6.5 FT. LOWER THAN HIGHWAY, AND SET
 AX1248'IN THE TOP OF A CONCRETE POST.
 AX1248
 AX1248                          STATION RECOVERY (1991)
 AX1248
 AX1248'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0148 ***********************************************************************
 CB0148  DESIGNATION -  N 211
 CB0148  PID         -  CB0148
 CB0148  STATE/COUNTY-  TX/TOM GREEN
 CB0148  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0148
 CB0148                         *CURRENT SURVEY CONTROL
 CB0148  ___________________________________________________________________
 CB0148* NAD 83(1986)-  31 24 37.     (N)    100 25 42.     (W)     SCALED    
 CB0148* NAVD 88     -       572.745  (meters)    1879.08   (feet)  ADJUSTED  
 CB0148  ___________________________________________________________________
 CB0148  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0148  DYNAMIC HT  -         571.959 (meters)    1876.50  (feet)  COMP
 CB0148  MODELED GRAV-     979,250.1   (mgal)                       NAVD 88
 CB0148
 CB0148  VERT ORDER  -  FIRST     CLASS II
 CB0148
 CB0148.The horizontal coordinates were scaled from a topographic map and have
 CB0148.an estimated accuracy of +/- 6 seconds.
 CB0148
 CB0148.The orthometric height was determined by differential leveling
 CB0148.and adjusted by the National Geodetic Survey in June 1991..
 CB0148
 CB0148.The geoid height was determined by GEOID03.
 CB0148
 CB0148.The dynamic height is computed by dividing the NAVD 88
 CB0148.geopotential number by the normal gravity value computed on the
 CB0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0148.degrees latitude (g = 980.6199 gals.).
 CB0148
 CB0148.The modeled gravity was interpolated from observed gravity values.
 CB0148
 CB0148;                    North         East    Units  Estimated Accuracy
 CB0148;SPC TX C     - 3,193,290.      690,970.      MT  (+/- 180 meters Scaled)
 CB0148
 CB0148                          SUPERSEDED SURVEY CONTROL
 CB0148
 CB0148  NGVD 29 (??/??/92)  572.588  (m)         1878.57   (f) ADJ UNCH    1 2
 CB0148
 CB0148.Superseded values are not recommended for survey control.
 CB0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0148.See file dsdata.txt to determine how the superseded data were derived.
 CB0148
 CB0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV642759(NAD 83)
 CB0148_MARKER: DB = BENCH MARK DISK
 CB0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0148_STAMPING: N 211 1934
 CB0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0148+STABILITY: SURFACE MOTION
 CB0148
 CB0148  HISTORY     - Date     Condition        Report By
 CB0148  HISTORY     - 1934     MONUMENTED       CGS
 CB0148  HISTORY     - 1951     GOOD             NGS
 CB0148
 CB0148                          STATION DESCRIPTION
 CB0148
 CB0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CB0148'4.6 MI S FROM SAN ANGELO.
 CB0148'4.6 MILES SOUTH ALONG U. S. HIGHWAY 277 FROM SAN ANGELO, TOM GREEN
 CB0148'COUNTY, AND 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 CB0148'DISK, STAMPED 1878.458 N 211 1934 AND SET IN THE TOP OF A CONCRETE
 CB0148'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0650 ***********************************************************************
 CA0650  DESIGNATION -  N 212
 CA0650  PID         -  CA0650
 CA0650  STATE/COUNTY-  TX/RUNNELS
 CA0650  USGS QUAD   -  WINTERS (1987)
 CA0650
 CA0650                         *CURRENT SURVEY CONTROL
 CA0650  ___________________________________________________________________
 CA0650* NAD 83(1986)-  31 55 50.     (N)    099 58 08.     (W)     SCALED    
 CA0650* NAVD 88     -       553.032  (meters)    1814.41   (feet)  ADJUSTED  
 CA0650  ___________________________________________________________________
 CA0650  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CA0650  DYNAMIC HT  -         552.309 (meters)    1812.03  (feet)  COMP
 CA0650  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 CA0650
 CA0650  VERT ORDER  -  SECOND    CLASS 0
 CA0650
 CA0650.The horizontal coordinates were scaled from a topographic map and have
 CA0650.an estimated accuracy of +/- 6 seconds.
 CA0650
 CA0650.The orthometric height was determined by differential leveling
 CA0650.and adjusted by the National Geodetic Survey in June 1991..
 CA0650
 CA0650.The geoid height was determined by GEOID03.
 CA0650
 CA0650.The dynamic height is computed by dividing the NAVD 88
 CA0650.geopotential number by the normal gravity value computed on the
 CA0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0650.degrees latitude (g = 980.6199 gals.).
 CA0650
 CA0650.The modeled gravity was interpolated from observed gravity values.
 CA0650
 CA0650;                    North         East    Units  Estimated Accuracy
 CA0650;SPC TX C     - 3,251,030.      734,460.      MT  (+/- 180 meters Scaled)
 CA0650
 CA0650                          SUPERSEDED SURVEY CONTROL
 CA0650
 CA0650  NGVD 29 (??/??/92)  552.919  (m)         1814.04   (f) ADJ UNCH    2 0
 CA0650
 CA0650.Superseded values are not recommended for survey control.
 CA0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0650.See file dsdata.txt to determine how the superseded data were derived.
 CA0650
 CA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA084331(NAD 83)
 CA0650_MARKER: DB = BENCH MARK DISK
 CA0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0650_STAMPING: 1813.812 N 212 1934
 CA0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0650+STABILITY: SURFACE MOTION
 CA0650
 CA0650  HISTORY     - Date     Condition        Report By
 CA0650  HISTORY     - 1934     MONUMENTED       CGS
 CA0650  HISTORY     - 1940     GOOD             NGS
 CA0650
 CA0650                          STATION DESCRIPTION
 CA0650
 CA0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0650'2.0 MI S FROM WINTERS.
 CA0650'2.0 MILES SOUTH ALONG THE ABILENE AND SOUTHERN RAILWAY FROM WINTERS,
 CA0650'126 FEET SOUTHEAST OF MILEPOST 14, 68 FEET EAST OF THE CENTERLINE OF
 CA0650'THE TRACK, AND 20 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 CA0650'DISK, STAMPED 1813.812 N 212 1934 AND SET IN THE TOP OF A CONCRETE
 CA0650'POST.
 CA0650
 CA0650                          STATION RECOVERY (1940)
 CA0650
 CA0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CA0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0074 ***********************************************************************
 AX0074  DESIGNATION -  N 212
 AX0074  PID         -  AX0074
 AX0074  STATE/COUNTY-  TX/COLORADO
 AX0074  USGS QUAD   -  EAGLE LAKE (1981)
 AX0074
 AX0074                         *CURRENT SURVEY CONTROL
 AX0074  ___________________________________________________________________
 AX0074* NAD 83(1986)-  29 35 29.     (N)    096 17 38.     (W)     SCALED    
 AX0074* NAVD 88     -        51.79   (+/-2cm)     169.9    (feet)  VERTCON   
 AX0074  ___________________________________________________________________
 AX0074  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0074
 AX0074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0074
 AX0074.The horizontal coordinates were scaled from a topographic map and have
 AX0074.an estimated accuracy of +/- 6 seconds.
 AX0074
 AX0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0074.The vertical order pertains to the NGVD 29 superseded value.
 AX0074
 AX0074.The geoid height was determined by GEOID03.
 AX0074
 AX0074;                    North         East    Units  Estimated Accuracy
 AX0074;SPC TXSC     - 4,197,870.      862,110.      MT  (+/- 180 meters Scaled)
 AX0074
 AX0074                          SUPERSEDED SURVEY CONTROL
 AX0074
 AX0074  NGVD 29 (??/??/92)   51.777  (m)          169.87   (f) ADJ UNCH    2 0
 AX0074
 AX0074.Superseded values are not recommended for survey control.
 AX0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0074.See file dsdata.txt to determine how the superseded data were derived.
 AX0074
 AX0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT621765(NAD 83)
 AX0074_MARKER: DB = BENCH MARK DISK
 AX0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0074_STAMPING: 169.859 N 212 1934
 AX0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0074+STABILITY: SURFACE MOTION
 AX0074
 AX0074  HISTORY     - Date     Condition        Report By
 AX0074  HISTORY     - 1934     MONUMENTED       CGS
 AX0074  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0074
 AX0074                          STATION DESCRIPTION
 AX0074
 AX0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0074'2.6 MI E FROM EAGLE LAKE.
 AX0074'ABOUT 2.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0074'STATION AT EAGLE LAKE, COLORADO COUNTY, ABOUT 200 FEET WEST OF
 AX0074'MILEPOST 59, ABOUT 45 FEET FROM THE CENTER LINE OF THE TRACK, AND 2
 AX0074'FEET INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 169.859
 AX0074'N 212 1934 AND SET IN THE TOP OF A CONCRETE POST.
 AX0074
 AX0074                          STATION RECOVERY (1991)
 AX0074
 AX0074'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1440 ***********************************************************************
 AY1440  DESIGNATION -  N 214
 AY1440  PID         -  AY1440
 AY1440  STATE/COUNTY-  TX/REAL
 AY1440  USGS QUAD   -  OWL HOLLOW (1971)
 AY1440
 AY1440                         *CURRENT SURVEY CONTROL
 AY1440  ___________________________________________________________________
 AY1440* NAD 83(1986)-  29 45 36.     (N)    099 45 36.     (W)     SCALED    
 AY1440* NAVD 88     -       499.363  (meters)    1638.33   (feet)  ADJUSTED  
 AY1440  ___________________________________________________________________
 AY1440  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 AY1440  DYNAMIC HT  -         498.625 (meters)    1635.91  (feet)  COMP
 AY1440  MODELED GRAV-     979,151.2   (mgal)                       NAVD 88
 AY1440
 AY1440  VERT ORDER  -  SECOND    CLASS 0
 AY1440
 AY1440.The horizontal coordinates were scaled from a topographic map and have
 AY1440.an estimated accuracy of +/- 6 seconds.
 AY1440
 AY1440.The orthometric height was determined by differential leveling
 AY1440.and adjusted by the National Geodetic Survey in June 1991..
 AY1440
 AY1440.The geoid height was determined by GEOID03.
 AY1440
 AY1440.The dynamic height is computed by dividing the NAVD 88
 AY1440.geopotential number by the normal gravity value computed on the
 AY1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1440.degrees latitude (g = 980.6199 gals.).
 AY1440
 AY1440.The modeled gravity was interpolated from observed gravity values.
 AY1440
 AY1440;                    North         East    Units  Estimated Accuracy
 AY1440;SPC TXSC     - 4,213,770.      526,500.      MT  (+/- 180 meters Scaled)
 AY1440
 AY1440                          SUPERSEDED SURVEY CONTROL
 AY1440
 AY1440  NGVD 29 (??/??/92)  499.273  (m)         1638.03   (f) ADJ UNCH    2 0
 AY1440
 AY1440.Superseded values are not recommended for survey control.
 AY1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1440.See file dsdata.txt to determine how the superseded data were derived.
 AY1440
 AY1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT265924(NAD 83)
 AY1440_MARKER: DB = BENCH MARK DISK
 AY1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1440_STAMPING: N 214 1934
 AY1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1440+STABILITY: SURFACE MOTION
 AY1440
 AY1440  HISTORY     - Date     Condition        Report By
 AY1440  HISTORY     - 1934     MONUMENTED       CGS
 AY1440  HISTORY     - 1953     GOOD             NGS
 AY1440  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY1440  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1440  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1440  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1440
 AY1440                          STATION DESCRIPTION
 AY1440
 AY1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1440'2.3 MI NE FROM LEAKEY.
 AY1440'0.8 MILE NORTHEAST ALONG RANCH ROAD 336 AND U.S. HIGHWAY 83 FROM THE
 AY1440'COURTHOUSE AT LEAKEY, THENCE 1.25 MILES NORTH ALONG RANCH ROAD 336,
 AY1440'THENCE 0.25 MILE NORTH ALONG A CLOSED ROAD, 72 YARDS EAST OF THE
 AY1440'CENTER LINE OF RANCH ROAD 336, 37 FEET EAST OF THE CENTER LINE OF THE
 AY1440'CLOSED ROAD, 31 FEET SOUTHEAST OF THE EAST END OF A CATTLE GUARD, 17.5
 AY1440'FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 0.9 FOOT NORTH
 AY1440'OF A WITNESS POST, 0.1 MILE WEST OF THE FRIO RIVER, SET IN THE TOP OF
 AY1440'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1440
 AY1440                          STATION RECOVERY (1964)
 AY1440
 AY1440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1440'MARK NOT FOUND.
 AY1440
 AY1440                          STATION RECOVERY (1989)
 AY1440
 AY1440'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1440'MARK NOT FOUND.
 AY1440
 AY1440                          STATION RECOVERY (2001)
 AY1440
 AY1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1440'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1440
 AY1440                          STATION RECOVERY (2001)
 AY1440
 AY1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1440'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0481 ***********************************************************************
 AO0481  DESIGNATION -  N 216
 AO0481  PID         -  AO0481
 AO0481  STATE/COUNTY-  TX/ZAVALA
 AO0481  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0481
 AO0481                         *CURRENT SURVEY CONTROL
 AO0481  ___________________________________________________________________
 AO0481* NAD 83(1986)-  28 39 53.     (N)    099 48 50.     (W)     SCALED    
 AO0481* NAVD 88     -       170.486  (meters)     559.34   (feet)  ADJUSTED  
 AO0481  ___________________________________________________________________
 AO0481  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AO0481  DYNAMIC HT  -         170.234 (meters)     558.51  (feet)  COMP
 AO0481  MODELED GRAV-     979,165.5   (mgal)                       NAVD 88
 AO0481
 AO0481  VERT ORDER  -  SECOND    CLASS 0
 AO0481
 AO0481.The horizontal coordinates were scaled from a topographic map and have
 AO0481.an estimated accuracy of +/- 6 seconds.
 AO0481
 AO0481.The orthometric height was determined by differential leveling
 AO0481.and adjusted by the National Geodetic Survey in June 1991..
 AO0481
 AO0481.The geoid height was determined by GEOID03.
 AO0481
 AO0481.The dynamic height is computed by dividing the NAVD 88
 AO0481.geopotential number by the normal gravity value computed on the
 AO0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0481.degrees latitude (g = 980.6199 gals.).
 AO0481
 AO0481.The modeled gravity was interpolated from observed gravity values.
 AO0481
 AO0481;                    North         East    Units  Estimated Accuracy
 AO0481;SPC TXSC     - 4,092,420.      520,450.      MT  (+/- 180 meters Scaled)
 AO0481
 AO0481                          SUPERSEDED SURVEY CONTROL
 AO0481
 AO0481  NGVD 29 (??/??/92)  170.391  (m)          559.02   (f) ADJ UNCH    2 0
 AO0481
 AO0481.Superseded values are not recommended for survey control.
 AO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0481.See file dsdata.txt to determine how the superseded data were derived.
 AO0481
 AO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS204711(NAD 83)
 AO0481_MARKER: DB = BENCH MARK DISK
 AO0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0481_STAMPING: N-216 1934
 AO0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0481+STABILITY: SURFACE MOTION
 AO0481
 AO0481  HISTORY     - Date     Condition        Report By
 AO0481  HISTORY     - 1934     MONUMENTED       CGS
 AO0481  HISTORY     - 19970802 GOOD             USPSQD
 AO0481  HISTORY     - 20010823 MARK NOT FOUND   USPSQD
 AO0481
 AO0481                          STATION DESCRIPTION
 AO0481
 AO0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0481'1.8 MI SE FROM CRYSTAL CITY.
 AO0481'1.8 MILES SE OF, AND ALONG THE S. A. U. AND G. R. R. AT CROSSING OF
 AO0481'STATE HWY. NO. 4.  116 FT. E OF CENTER-LINE OF HWY. AND 61 FT. NE OF
 AO0481'CENTER-LINE OF TRACK.  4 FT. W OF AND IN LINE WITH FENCE AT S OF
 AO0481'DWELLING.
 AO0481
 AO0481                          STATION RECOVERY (1997)
 AO0481
 AO0481'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0481'RECOVERED IN GOOD CONDITION.
 AO0481
 AO0481                          STATION RECOVERY (2001)
 AO0481
 AO0481'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0066 ***********************************************************************
 BO0066  DESIGNATION -  N 218
 BO0066  PID         -  BO0066
 BO0066  STATE/COUNTY-  TX/SUTTON
 BO0066  USGS QUAD   -  DUNBAR DRAW SW (1982)
 BO0066
 BO0066                         *CURRENT SURVEY CONTROL
 BO0066  ___________________________________________________________________
 BO0066* NAD 83(1986)-  30 19 39.     (N)    100 38 53.     (W)     SCALED    
 BO0066* NAVD 88     -       651.691  (meters)    2138.09   (feet)  ADJUSTED  
 BO0066  ___________________________________________________________________
 BO0066  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 BO0066  DYNAMIC HT  -         650.741 (meters)    2134.97  (feet)  COMP
 BO0066  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 BO0066
 BO0066  VERT ORDER  -  SECOND    CLASS 0
 BO0066
 BO0066.The horizontal coordinates were scaled from a topographic map and have
 BO0066.an estimated accuracy of +/- 6 seconds.
 BO0066
 BO0066.The orthometric height was determined by differential leveling
 BO0066.and adjusted by the National Geodetic Survey in June 1991..
 BO0066
 BO0066.The geoid height was determined by GEOID03.
 BO0066
 BO0066.The dynamic height is computed by dividing the NAVD 88
 BO0066.geopotential number by the normal gravity value computed on the
 BO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0066.degrees latitude (g = 980.6199 gals.).
 BO0066
 BO0066.The modeled gravity was interpolated from observed gravity values.
 BO0066
 BO0066;                    North         East    Units  Estimated Accuracy
 BO0066;SPC TX C     - 3,073,300.      669,740.      MT  (+/- 180 meters Scaled)
 BO0066
 BO0066                          SUPERSEDED SURVEY CONTROL
 BO0066
 BO0066  NGVD 29 (??/??/92)  651.529  (m)         2137.56   (f) ADJ UNCH    2 0
 BO0066
 BO0066.Superseded values are not recommended for survey control.
 BO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0066.See file dsdata.txt to determine how the superseded data were derived.
 BO0066
 BO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU415562(NAD 83)
 BO0066_MARKER: DB = BENCH MARK DISK
 BO0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0066_STAMPING: 2137.558 N 218 1934
 BO0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0066+STABILITY: SURFACE MOTION
 BO0066
 BO0066  HISTORY     - Date     Condition        Report By
 BO0066  HISTORY     - 1934     MONUMENTED       CGS
 BO0066  HISTORY     - 1958     MARK NOT FOUND   NGS
 BO0066
 BO0066                          STATION DESCRIPTION
 BO0066
 BO0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0066'19.7 MI S FROM SONORA.
 BO0066'19.7 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM SONORA, AT THE MIDDLE OF
 BO0066'A LONG CURVE, 42 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3
 BO0066'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,AND 3 FEET SOUTHEAST OF THE
 BO0066'LINE OF ANOTHER FENCE NEAR AN ANLGE IN THE RIGHT-OF-WAY FENCE.  A
 BO0066'STANDARD DISK, STAMPED 2137.558 N 218 1934 AND SET IN THE TOP OF A
 BO0066'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0296 ***********************************************************************
 BN0296  DESIGNATION -  N 219
 BN0296  PID         -  BN0296
 BN0296  STATE/COUNTY-  TX/KERR
 BN0296  USGS QUAD   -  HUNT (1982)
 BN0296
 BN0296                         *CURRENT SURVEY CONTROL
 BN0296  ___________________________________________________________________
 BN0296* NAD 83(1986)-  30 04 13.     (N)    099 18 04.     (W)     SCALED    
 BN0296* NAVD 88     -       525.443  (meters)    1723.89   (feet)  ADJUSTED  
 BN0296  ___________________________________________________________________
 BN0296  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BN0296  DYNAMIC HT  -         524.695 (meters)    1721.44  (feet)  COMP
 BN0296  MODELED GRAV-     979,201.1   (mgal)                       NAVD 88
 BN0296
 BN0296  VERT ORDER  -  SECOND    CLASS 0
 BN0296
 BN0296.The horizontal coordinates were scaled from a topographic map and have
 BN0296.an estimated accuracy of +/- 6 seconds.
 BN0296
 BN0296.The orthometric height was determined by differential leveling
 BN0296.and adjusted by the National Geodetic Survey in June 1991..
 BN0296
 BN0296.The geoid height was determined by GEOID03.
 BN0296
 BN0296.The dynamic height is computed by dividing the NAVD 88
 BN0296.geopotential number by the normal gravity value computed on the
 BN0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0296.degrees latitude (g = 980.6199 gals.).
 BN0296
 BN0296.The modeled gravity was interpolated from observed gravity values.
 BN0296
 BN0296;                    North         East    Units  Estimated Accuracy
 BN0296;SPC TXSC     - 4,247,960.      570,970.      MT  (+/- 180 meters Scaled)
 BN0296
 BN0296                          SUPERSEDED SURVEY CONTROL
 BN0296
 BN0296  NGVD 29 (??/??/92)  525.379  (m)         1723.68   (f) ADJ UNCH    2 0
 BN0296
 BN0296.Superseded values are not recommended for survey control.
 BN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0296.See file dsdata.txt to determine how the superseded data were derived.
 BN0296
 BN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU709266(NAD 83)
 BN0296_MARKER: DB = BENCH MARK DISK
 BN0296_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BN0296_SP_SET: BRIDGE ABUTMENT
 BN0296_STAMPING: N 219 1934
 BN0296_MARK LOGO: CGS   
 BN0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0296+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0296
 BN0296  HISTORY     - Date     Condition        Report By
 BN0296  HISTORY     - 1934     MONUMENTED       CGS
 BN0296  HISTORY     - 1953     GOOD             NGS
 BN0296  HISTORY     - 1989     GOOD             USPSQD
 BN0296  HISTORY     - 19910827 GOOD             TXHD
 BN0296  HISTORY     - 20040702 GOOD             USPSQD
 BN0296  HISTORY     - 20050718 GOOD             USPSQD
 BN0296
 BN0296                          STATION DESCRIPTION
 BN0296
 BN0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0296'2.0 MI NE FROM HUNT.
 BN0296'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 BN0296'HUNT, 20 FEET WEST OF A 30 INCH CYPRESS TREE, 16 FEET SOUTHEAST OF THE
 BN0296'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 BN0296'SOUTHWEST ABUTMENT OF A 42 FOOT CONCRETE BRIDGE.
 BN0296
 BN0296                          STATION RECOVERY (1989)
 BN0296
 BN0296'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 BN0296'RECOVERED IN GOOD CONDITION.
 BN0296
 BN0296                          STATION RECOVERY (1991)
 BN0296
 BN0296'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1991
 BN0296'RECOVERED IN GOOD CONDITION.
 BN0296
 BN0296                          STATION RECOVERY (2004)
 BN0296
 BN0296'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0296'RECOVERED IN GOOD CONDITION.
 BN0296
 BN0296                          STATION RECOVERY (2005)
 BN0296
 BN0296'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0840 ***********************************************************************
 BN0840  DESIGNATION -  N 219 RESET
 BN0840  PID         -  BN0840
 BN0840  STATE/COUNTY-  TX/KERR
 BN0840  USGS QUAD   -  HUNT (1982)
 BN0840
 BN0840                         *CURRENT SURVEY CONTROL
 BN0840  ___________________________________________________________________
 BN0840* NAD 83(1986)-  30 04 13.     (N)    099 18 04.     (W)     SCALED    
 BN0840* NAVD 88     -       525.43   (meters)    1723.8    (feet)  RESET     
 BN0840  ___________________________________________________________________
 BN0840  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BN0840
 BN0840  VERT ORDER  -  THIRD
 BN0840
 BN0840.The horizontal coordinates were scaled from a topographic map and have
 BN0840.an estimated accuracy of +/- 6 seconds.
 BN0840
 BN0840.The orthometric height was computed from unverified reset data.
 BN0840
 BN0840.The geoid height was determined by GEOID03.
 BN0840
 BN0840;                    North         East    Units  Estimated Accuracy
 BN0840;SPC TXSC     - 4,247,960.      570,970.      MT  (+/- 180 meters Scaled)
 BN0840
 BN0840                          SUPERSEDED SURVEY CONTROL
 BN0840
 BN0840  NGVD 29 (01/29/03)  525.37   (m)         1723.7    (f) RESET       3  
 BN0840
 BN0840.Superseded values are not recommended for survey control.
 BN0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0840.See file dsdata.txt to determine how the superseded data were derived.
 BN0840
 BN0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU709266(NAD 83)
 BN0840_MARKER: DV = VERTICAL CONTROL DISK
 BN0840_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BN0840+WITH SETTING: PAVEMENT
 BN0840_SP_SET: BRIDGE DECK
 BN0840_STAMPING: N 219 RESET 1978
 BN0840_MARK LOGO: NGS   
 BN0840_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0840+STABILITY: SURFACE MOTION
 BN0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0840+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0840
 BN0840  HISTORY     - Date     Condition        Report By
 BN0840  HISTORY     - 1978     MONUMENTED       TXHD
 BN0840  HISTORY     - 20040702 GOOD             USPSQD
 BN0840  HISTORY     - 20050718 GOOD             USPSQD
 BN0840
 BN0840                          STATION DESCRIPTION
 BN0840
 BN0840'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1978
 BN0840'ABOUT 2 1/4 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 39 LEADING TO
 BN0840'KERRVILLE FROM HUNT, AT A STEEL END CONCRETE BRIDGE, AND IN THE TOP
 BN0840'OF THE SOUTH BRIDGE DECK.
 BN0840
 BN0840                          STATION RECOVERY (2004)
 BN0840
 BN0840'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0840'RECOVERED IN GOOD CONDITION.
 BN0840
 BN0840                          STATION RECOVERY (2005)
 BN0840
 BN0840'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0592 ***********************************************************************
 AB0592  DESIGNATION -  N 22
 AB0592  PID         -  AB0592
 AB0592  STATE/COUNTY-  TX/CAMERON
 AB0592  USGS QUAD   -  HARLINGEN (1983)
 AB0592
 AB0592                         *CURRENT SURVEY CONTROL
 AB0592  ___________________________________________________________________
 AB0592* NAD 83(1986)-  26 14 51.     (N)    097 39 41.     (W)     SCALED    
 AB0592* NAVD 88     -        10.232  (meters)      33.57   (feet)  ADJUSTED  
 AB0592  ___________________________________________________________________
 AB0592  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AB0592  DYNAMIC HT  -          10.215 (meters)      33.51  (feet)  COMP
 AB0592  MODELED GRAV-     979,041.1   (mgal)                       NAVD 88
 AB0592
 AB0592  VERT ORDER  -  SECOND    CLASS 0
 AB0592
 AB0592.The horizontal coordinates were scaled from a topographic map and have
 AB0592.an estimated accuracy of +/- 6 seconds.
 AB0592
 AB0592.The orthometric height was determined by differential leveling
 AB0592.and adjusted by the National Geodetic Survey in June 1991..
 AB0592
 AB0592.The geoid height was determined by GEOID03.
 AB0592
 AB0592.The dynamic height is computed by dividing the NAVD 88
 AB0592.geopotential number by the normal gravity value computed on the
 AB0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0592.degrees latitude (g = 980.6199 gals.).
 AB0592
 AB0592.The modeled gravity was interpolated from observed gravity values.
 AB0592
 AB0592;                    North         East    Units  Estimated Accuracy
 AB0592;SPC TX S     - 5,064,630.      383,780.      MT  (+/- 180 meters Scaled)
 AB0592
 AB0592                          SUPERSEDED SURVEY CONTROL
 AB0592
 AB0592  NGVD 29 (??/??/92)   10.324  (m)           33.87   (f) ADJ UNCH    2 0
 AB0592
 AB0592.Superseded values are not recommended for survey control.
 AB0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0592.See file dsdata.txt to determine how the superseded data were derived.
 AB0592
 AB0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ336037(NAD 83)
 AB0592_MARKER: DD = SURVEY DISK
 AB0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0592_SP_SET: CULVERT
 AB0592_STAMPING: N 22 33.58
 AB0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0592
 AB0592  HISTORY     - Date     Condition        Report By
 AB0592  HISTORY     - UNK      MONUMENTED
 AB0592  HISTORY     - 1942     GOOD             NGS
 AB0592
 AB0592                          STATION DESCRIPTION
 AB0592
 AB0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0592'4.5 MI E FROM COMBES.
 AB0592'4.5 MILES EAST ALONG FARM MARKET ROAD 508 FROM THE POST OFFICE AT
 AB0592'COMBES, CAMERON COUNTY, 5.6 MILES NORTHEAST OF HARLINGEN, 2.2 MILES
 AB0592'NORTHEAST OF HARLINGEN ARMY AIR FIELD, AT A ROAD INTERSECTION, 45 FEET
 AB0592'NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 15 FEET WEST OF
 AB0592'THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AT A CONCRETE CULVERT
 AB0592'UNDER THE NORTH-AND-SOUTH ROAD, AND IN THE CENTER OF THE WEST HEAD
 AB0592'WALL.  A CAMERON COUNTY STANDARD DISK, STAMPED N 22 33.58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0345 ***********************************************************************
 BN0345  DESIGNATION -  N 220
 BN0345  PID         -  BN0345
 BN0345  STATE/COUNTY-  TX/KERR
 BN0345  USGS QUAD   -  BONEYARD DRAW (1987)
 BN0345
 BN0345                         *CURRENT SURVEY CONTROL
 BN0345  ___________________________________________________________________
 BN0345* NAD 83(1986)-  30 03 49.     (N)    099 32 39.     (W)     SCALED    
 BN0345* NAVD 88     -       631.460  (meters)    2071.72   (feet)  ADJUSTED  
 BN0345  ___________________________________________________________________
 BN0345  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 BN0345  DYNAMIC HT  -         630.542 (meters)    2068.70  (feet)  COMP
 BN0345  MODELED GRAV-     979,167.9   (mgal)                       NAVD 88
 BN0345
 BN0345  VERT ORDER  -  SECOND    CLASS 0
 BN0345
 BN0345.The horizontal coordinates were scaled from a topographic map and have
 BN0345.an estimated accuracy of +/- 6 seconds.
 BN0345
 BN0345.The orthometric height was determined by differential leveling
 BN0345.and adjusted by the National Geodetic Survey in June 1991..
 BN0345
 BN0345.The geoid height was determined by GEOID03.
 BN0345
 BN0345.The dynamic height is computed by dividing the NAVD 88
 BN0345.geopotential number by the normal gravity value computed on the
 BN0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0345.degrees latitude (g = 980.6199 gals.).
 BN0345
 BN0345.The modeled gravity was interpolated from observed gravity values.
 BN0345
 BN0345;                    North         East    Units  Estimated Accuracy
 BN0345;SPC TXSC     - 4,247,300.      547,530.      MT  (+/- 180 meters Scaled)
 BN0345
 BN0345                          SUPERSEDED SURVEY CONTROL
 BN0345
 BN0345  NGVD 29 (??/??/92)  631.387  (m)         2071.48   (f) ADJ UNCH    2 0
 BN0345
 BN0345.Superseded values are not recommended for survey control.
 BN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0345.See file dsdata.txt to determine how the superseded data were derived.
 BN0345
 BN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU475259(NAD 83)
 BN0345_MARKER: DB = BENCH MARK DISK
 BN0345_SETTING: 66 = SET IN ROCK OUTCROP
 BN0345_SP_SET: ROCK OUTCROP
 BN0345_STAMPING: N 220 1934
 BN0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0345+STABILITY: POSITION/ELEVATION WELL
 BN0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0345+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0345
 BN0345  HISTORY     - Date     Condition        Report By
 BN0345  HISTORY     - 1934     MONUMENTED       CGS
 BN0345  HISTORY     - 1953     GOOD             NGS
 BN0345  HISTORY     - 20050718 GOOD             USPSQD
 BN0345
 BN0345                          STATION DESCRIPTION
 BN0345
 BN0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0345'16.45 MI W FROM HUNT.
 BN0345'10.4 MILES WEST ALONG FARM ROAD 1340 FROM THE POST OFFICE AT HUNT,
 BN0345'THENCE 6.05 MILES WEST ALONG A COUNTY ROAD, 93 FEET WEST OF A GATE, 38
 BN0345'FEET NORTH OF THE CENTER LINE OF THE ROAD, 28 FEET NORTH OF A FENCE,
 BN0345'27.7 FEET NORTH OF A WITNESS POST, 0.2 FOOT ABOVE THE GROUND, SET IN
 BN0345'THE TOP OF A FLAT ROCK OUTCROP, 0.55 MILE EAST OF A ROAD LEADING
 BN0345'NORTH.
 BN0345
 BN0345                          STATION RECOVERY (2005)
 BN0345
 BN0345'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0345'MY GPS SHOWED N30 03 40.4 W099 32 38.3. BUT THE DESCRIPTION IS GOOD
 BN0345'AND THE WITNESS SIGN WAS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0500 ***********************************************************************
 BM0500  DESIGNATION -  N 221
 BM0500  PID         -  BM0500
 BM0500  STATE/COUNTY-  TX/BASTROP
 BM0500  USGS QUAD   -  PAIGE (1982)
 BM0500
 BM0500                         *CURRENT SURVEY CONTROL
 BM0500  ___________________________________________________________________
 BM0500* NAD 83(1986)-  30 12 22.     (N)    097 03 51.     (W)     SCALED    
 BM0500* NAVD 88     -       158.78   (+/-2cm)     520.9    (feet)  VERTCON   
 BM0500  ___________________________________________________________________
 BM0500  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BM0500
 BM0500  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0500
 BM0500.The horizontal coordinates were scaled from a topographic map and have
 BM0500.an estimated accuracy of +/- 6 seconds.
 BM0500
 BM0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0500.The vertical order pertains to the NGVD 29 superseded value.
 BM0500
 BM0500.The geoid height was determined by GEOID03.
 BM0500
 BM0500;                    North         East    Units  Estimated Accuracy
 BM0500;SPC TX C     - 3,064,430.    1,014,720.      MT  (+/- 180 meters Scaled)
 BM0500
 BM0500                          SUPERSEDED SURVEY CONTROL
 BM0500
 BM0500  NGVD 29 (??/??/92)  158.720  (m)          520.73   (f) ADJ UNCH    2 0
 BM0500
 BM0500.Superseded values are not recommended for survey control.
 BM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0500.See file dsdata.txt to determine how the superseded data were derived.
 BM0500
 BM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU863432(NAD 83)
 BM0500_MARKER: P = PIPE CAP
 BM0500_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0500_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0500_STAMPING: N 221
 BM0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0500
 BM0500  HISTORY     - Date     Condition        Report By
 BM0500  HISTORY     - UNK      MONUMENTED       USGS
 BM0500  HISTORY     - 1938     GOOD             NGS
 BM0500
 BM0500                          STATION DESCRIPTION
 BM0500
 BM0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0500'3.0 MI E FROM PAIGE.
 BM0500'3.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0500'PAIGE, BASTROP COUNTY, 138 YARDS WEST OF MILEPOST 64, AT A ROAD
 BM0500'CROSSING, 43 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 20, 44 FEET
 BM0500'SOUTH OF THE CENTERLINE OF THE TRACK, AND AT A FENCE CORNER.  A UNITED
 BM0500'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED N 221 ANDD RIVETED ON
 BM0500'THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0149 ***********************************************************************
 BO0149  DESIGNATION -  N 222
 BO0149  PID         -  BO0149
 BO0149  STATE/COUNTY-  TX/SCHLEICHER
 BO0149  USGS QUAD   -  ELDORADO NE (1982)
 BO0149
 BO0149                         *CURRENT SURVEY CONTROL
 BO0149  ___________________________________________________________________
 BO0149* NAD 83(1986)-  30 57 59.     (N)    100 33 51.     (W)     SCALED    
 BO0149* NAVD 88     -       695.757  (meters)    2282.66   (feet)  ADJUSTED  
 BO0149  ___________________________________________________________________
 BO0149  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BO0149  DYNAMIC HT  -         694.780 (meters)    2279.46  (feet)  COMP
 BO0149  MODELED GRAV-     979,213.5   (mgal)                       NAVD 88
 BO0149
 BO0149  VERT ORDER  -  SECOND    CLASS 0
 BO0149
 BO0149.The horizontal coordinates were scaled from a topographic map and have
 BO0149.an estimated accuracy of +/- 6 seconds.
 BO0149
 BO0149.The orthometric height was determined by differential leveling
 BO0149.and adjusted by the National Geodetic Survey in June 1991..
 BO0149
 BO0149.The geoid height was determined by GEOID03.
 BO0149
 BO0149.The dynamic height is computed by dividing the NAVD 88
 BO0149.geopotential number by the normal gravity value computed on the
 BO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0149.degrees latitude (g = 980.6199 gals.).
 BO0149
 BO0149.The modeled gravity was interpolated from observed gravity values.
 BO0149
 BO0149;                    North         East    Units  Estimated Accuracy
 BO0149;SPC TX C     - 3,144,100.      677,950.      MT  (+/- 180 meters Scaled)
 BO0149
 BO0149                          SUPERSEDED SURVEY CONTROL
 BO0149
 BO0149  NGVD 29 (??/??/92)  695.561  (m)         2282.02   (f) ADJ UNCH    2 0
 BO0149
 BO0149.Superseded values are not recommended for survey control.
 BO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0149.See file dsdata.txt to determine how the superseded data were derived.
 BO0149
 BO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV506269(NAD 83)
 BO0149_MARKER: DB = BENCH MARK DISK
 BO0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0149_STAMPING: 2282.020 N 222 1934
 BO0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0149+STABILITY: SURFACE MOTION
 BO0149
 BO0149  HISTORY     - Date     Condition        Report By
 BO0149  HISTORY     - 1934     MONUMENTED       CGS
 BO0149
 BO0149                          STATION DESCRIPTION
 BO0149
 BO0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0149'7.9 MI N FROM ELDORADO.
 BO0149'7.9 MILES NORTH ALONG U.S. HIGHWAY 277 FROM ELDORADO, 34 FEET SOUTH OF
 BO0149'THE CENTERLINE OF THE ENTRANCE ROAD TO A RANCH WEST OF THE HIGHWAY, 51
 BO0149'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST OF THE
 BO0149'RIGTH-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2282.020 N 222 1934 AND
 BO0149'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0361 ***********************************************************************
 CB0361  DESIGNATION -  N 223
 CB0361  PID         -  CB0361
 CB0361  STATE/COUNTY-  TX/REAGAN
 CB0361  USGS QUAD   -  WITCO (1971)
 CB0361
 CB0361                         *CURRENT SURVEY CONTROL
 CB0361  ___________________________________________________________________
 CB0361* NAD 83(1986)-  31 08 50.     (N)    101 17 53.     (W)     SCALED    
 CB0361* NAVD 88     -       807.692  (meters)    2649.90   (feet)  ADJUSTED  
 CB0361  ___________________________________________________________________
 CB0361  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CB0361  DYNAMIC HT  -         806.516 (meters)    2646.04  (feet)  COMP
 CB0361  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 CB0361
 CB0361  VERT ORDER  -  SECOND    CLASS 0
 CB0361
 CB0361.The horizontal coordinates were scaled from a topographic map and have
 CB0361.an estimated accuracy of +/- 6 seconds.
 CB0361
 CB0361.The orthometric height was determined by differential leveling
 CB0361.and adjusted by the National Geodetic Survey in June 1991..
 CB0361
 CB0361.The geoid height was determined by GEOID03.
 CB0361
 CB0361.The dynamic height is computed by dividing the NAVD 88
 CB0361.geopotential number by the normal gravity value computed on the
 CB0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0361.degrees latitude (g = 980.6199 gals.).
 CB0361
 CB0361.The modeled gravity was interpolated from observed gravity values.
 CB0361
 CB0361;                    North         East    Units  Estimated Accuracy
 CB0361;SPC TX C     - 3,164,530.      608,020.      MT  (+/- 180 meters Scaled)
 CB0361
 CB0361                          SUPERSEDED SURVEY CONTROL
 CB0361
 CB0361  NGVD 29 (??/??/92)  807.401  (m)         2648.95   (f) ADJ UNCH    2 0
 CB0361
 CB0361.Superseded values are not recommended for survey control.
 CB0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0361.See file dsdata.txt to determine how the superseded data were derived.
 CB0361
 CB0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV809481(NAD 83)
 CB0361_MARKER: DB = BENCH MARK DISK
 CB0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0361_SP_SET: CULVERT
 CB0361_STAMPING: N-223 1934
 CB0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0361
 CB0361  HISTORY     - Date     Condition        Report By
 CB0361  HISTORY     - 1934     MONUMENTED       CGS
 CB0361  HISTORY     - 1940     GOOD             NGS
 CB0361
 CB0361                          STATION DESCRIPTION
 CB0361
 CB0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0361'8.5 MI W FROM BARNHART.
 CB0361'8.5 MILES W OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.1 MILE W OF MILE
 CB0361'POST 780.  DISK IS SET IN TOP OF CONCRETE WING WALL AT NE CORNER OF
 CB0361'BRIDGE 780.1
 CB0361
 CB0361                          STATION RECOVERY (1940)
 CB0361
 CB0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0401 ***********************************************************************
 BO0401  DESIGNATION -  N 224
 BO0401  PID         -  BO0401
 BO0401  STATE/COUNTY-  TX/PECOS
 BO0401  USGS QUAD   -  IRAAN (1967)
 BO0401
 BO0401                         *CURRENT SURVEY CONTROL
 BO0401  ___________________________________________________________________
 BO0401* NAD 83(1986)-  30 55 46.     (N)    101 57 33.     (W)     SCALED    
 BO0401* NAVD 88     -       707.703  (meters)    2321.86   (feet)  ADJUSTED  
 BO0401  ___________________________________________________________________
 BO0401  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 BO0401  DYNAMIC HT  -         706.679 (meters)    2318.50  (feet)  COMP
 BO0401  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 BO0401
 BO0401  VERT ORDER  -  SECOND    CLASS 0
 BO0401
 BO0401.The horizontal coordinates were scaled from a topographic map and have
 BO0401.an estimated accuracy of +/- 6 seconds.
 BO0401
 BO0401.The orthometric height was determined by differential leveling
 BO0401.and adjusted by the National Geodetic Survey in June 1991..
 BO0401
 BO0401.The geoid height was determined by GEOID03.
 BO0401
 BO0401.The dynamic height is computed by dividing the NAVD 88
 BO0401.geopotential number by the normal gravity value computed on the
 BO0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0401.degrees latitude (g = 980.6199 gals.).
 BO0401
 BO0401.The modeled gravity was interpolated from observed gravity values.
 BO0401
 BO0401;                    North         East    Units  Estimated Accuracy
 BO0401;SPC TX C     - 3,141,120.      544,640.      MT  (+/- 180 meters Scaled)
 BO0401
 BO0401                          SUPERSEDED SURVEY CONTROL
 BO0401
 BO0401  NGVD 29 (??/??/92)  707.454  (m)         2321.04   (f) ADJ UNCH    2 0
 BO0401
 BO0401.Superseded values are not recommended for survey control.
 BO0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0401.See file dsdata.txt to determine how the superseded data were derived.
 BO0401
 BO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV172255(NAD 83)
 BO0401_MARKER: DB = BENCH MARK DISK
 BO0401_SETTING: 66 = SET IN ROCK OUTCROP
 BO0401_SP_SET: BEDROCK
 BO0401_STAMPING: N-224 1934
 BO0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0401+STABILITY: POSITION/ELEVATION WELL
 BO0401
 BO0401  HISTORY     - Date     Condition        Report By
 BO0401  HISTORY     - 1934     MONUMENTED       CGS
 BO0401  HISTORY     - 1946     GOOD             NGS
 BO0401
 BO0401                          STATION DESCRIPTION
 BO0401
 BO0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0401'4.1 MI NW FROM IRAAN.
 BO0401'4.1 MILES NW OF AND ALONG THE MCCAMEY-IRAAN HIGHWAY. APPROXIMATELY 0.5
 BO0401'MILE SE OF FORK OF ROAD-- ONE ROAD LEADING TO MCCAMEY, THE OTHER TO
 BO0401'RANKIN.  170 FT. SW OF CENTER OF HWY.  A DISK SET IN OUTCROP OF
 BO0401'BEDROCK AND MARKED WITH A CIRCLE OF STONES.
 BO0401
 BO0401                          STATION RECOVERY (1946)
 BO0401
 BO0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 BO0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0128 ***********************************************************************
 FM0128  DESIGNATION -  N 225
 FM0128  PID         -  FM0128
 FM0128  STATE/COUNTY-  TX/HARTLEY
 FM0128  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0128
 FM0128                         *CURRENT SURVEY CONTROL
 FM0128  ___________________________________________________________________
 FM0128* NAD 83(1986)-  35 52 00.     (N)    102 13 18.     (W)     SCALED    
 FM0128* NAVD 88     -      1173.285  (meters)    3849.35   (feet)  ADJUSTED  
 FM0128  ___________________________________________________________________
 FM0128  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FM0128  DYNAMIC HT  -        1171.910 (meters)    3844.84  (feet)  COMP
 FM0128  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 FM0128
 FM0128  VERT ORDER  -  SECOND    CLASS 0
 FM0128
 FM0128.The horizontal coordinates were scaled from a topographic map and have
 FM0128.an estimated accuracy of +/- 6 seconds.
 FM0128
 FM0128.The orthometric height was determined by differential leveling
 FM0128.and adjusted by the National Geodetic Survey in June 1991..
 FM0128
 FM0128.The geoid height was determined by GEOID03.
 FM0128
 FM0128.The dynamic height is computed by dividing the NAVD 88
 FM0128.geopotential number by the normal gravity value computed on the
 FM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0128.degrees latitude (g = 980.6199 gals.).
 FM0128
 FM0128.The modeled gravity was interpolated from observed gravity values.
 FM0128
 FM0128;                    North         East    Units  Estimated Accuracy
 FM0128;SPC TX N     - 1,207,320.      134,830.      MT  (+/- 180 meters Scaled)
 FM0128
 FM0128                          SUPERSEDED SURVEY CONTROL
 FM0128
 FM0128  NGVD 29 (??/??/92) 1172.717  (m)         3847.49   (f) ADJ UNCH    2 0
 FM0128
 FM0128.Superseded values are not recommended for survey control.
 FM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0128.See file dsdata.txt to determine how the superseded data were derived.
 FM0128
 FM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV508727(NAD 83)
 FM0128_MARKER: DB = BENCH MARK DISK
 FM0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0128_STAMPING: N-225 1934
 FM0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0128+STABILITY: SURFACE MOTION
 FM0128
 FM0128  HISTORY     - Date     Condition        Report By
 FM0128  HISTORY     - 1934     MONUMENTED       CGS
 FM0128  HISTORY     - 1935     GOOD             NGS
 FM0128
 FM0128                          STATION DESCRIPTION
 FM0128
 FM0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0128'10.3 MI E FROM HARTLEY.
 FM0128'10.3 MILES E OF AND ALONG THE DUMAS-HARTLEY HWY 93 FT. N OF CENTER OF
 FM0128'HIGHWAY.  6 FT. S OF R/W FENCE.
 FM0128
 FM0128                          STATION RECOVERY (1935)
 FM0128
 FM0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FM0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0129 ***********************************************************************
 FM0129  DESIGNATION -  N 225 RESET 1935
 FM0129  PID         -  FM0129
 FM0129  STATE/COUNTY-  TX/HARTLEY
 FM0129  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0129
 FM0129                         *CURRENT SURVEY CONTROL
 FM0129  ___________________________________________________________________
 FM0129* NAD 83(1986)-  35 52 00.     (N)    102 13 18.     (W)     SCALED    
 FM0129* NAVD 88     -      1173.304  (meters)    3849.41   (feet)  ADJUSTED  
 FM0129  ___________________________________________________________________
 FM0129  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FM0129  DYNAMIC HT  -        1171.928 (meters)    3844.90  (feet)  COMP
 FM0129  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 FM0129
 FM0129  VERT ORDER  -  SECOND    CLASS 0
 FM0129
 FM0129.The horizontal coordinates were scaled from a topographic map and have
 FM0129.an estimated accuracy of +/- 6 seconds.
 FM0129
 FM0129.The orthometric height was determined by differential leveling
 FM0129.and adjusted by the National Geodetic Survey in June 1991..
 FM0129
 FM0129.The geoid height was determined by GEOID03.
 FM0129
 FM0129.The dynamic height is computed by dividing the NAVD 88
 FM0129.geopotential number by the normal gravity value computed on the
 FM0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0129.degrees latitude (g = 980.6199 gals.).
 FM0129
 FM0129.The modeled gravity was interpolated from observed gravity values.
 FM0129
 FM0129;                    North         East    Units  Estimated Accuracy
 FM0129;SPC TX N     - 1,207,320.      134,830.      MT  (+/- 180 meters Scaled)
 FM0129
 FM0129                          SUPERSEDED SURVEY CONTROL
 FM0129
 FM0129  NGVD 29 (??/??/92) 1172.736  (m)         3847.55   (f) ADJ UNCH    2 0
 FM0129
 FM0129.Superseded values are not recommended for survey control.
 FM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0129.See file dsdata.txt to determine how the superseded data were derived.
 FM0129
 FM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV508727(NAD 83)
 FM0129_MARKER: DB = BENCH MARK DISK
 FM0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0129_STAMPING: N 225 1934
 FM0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0129+STABILITY: SURFACE MOTION
 FM0129
 FM0129  HISTORY     - Date     Condition        Report By
 FM0129  HISTORY     - 1935     MONUMENTED       CGS
 FM0129  HISTORY     - 1952     GOOD             NGS
 FM0129  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 FM0129
 FM0129                          STATION DESCRIPTION
 FM0129
 FM0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0129'10.7 MI E FROM HARTLEY.
 FM0129'10.7 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY.
 FM0129'52 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  90 FEET WEST OF A
 FM0129'TELEPHONE POLE, 1.7 FEET NORTH OF A FENCE, 3 FEET NORTH OF A WITNESS
 FM0129'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 FM0129'THE GROUND.
 FM0129
 FM0129                          STATION RECOVERY (2004)
 FM0129
 FM0129'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0505 ***********************************************************************
 FL0505  DESIGNATION -  N 227
 FL0505  PID         -  FL0505
 FL0505  STATE/COUNTY-  TX/GRAY
 FL0505  USGS QUAD   -  POND CREEK NW (1962)
 FL0505
 FL0505                         *CURRENT SURVEY CONTROL
 FL0505  ___________________________________________________________________
 FL0505* NAD 83(1986)-  35 24 09.     (N)    100 40 49.     (W)     SCALED    
 FL0505* NAVD 88     -       806.558  (meters)    2646.18   (feet)  ADJUSTED  
 FL0505  ___________________________________________________________________
 FL0505  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL0505  DYNAMIC HT  -         805.702 (meters)    2643.37  (feet)  COMP
 FL0505  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 FL0505
 FL0505  VERT ORDER  -  SECOND    CLASS 0
 FL0505
 FL0505.The horizontal coordinates were scaled from a topographic map and have
 FL0505.an estimated accuracy of +/- 6 seconds.
 FL0505
 FL0505.The orthometric height was determined by differential leveling
 FL0505.and adjusted by the National Geodetic Survey in June 1991..
 FL0505
 FL0505.The geoid height was determined by GEOID03.
 FL0505
 FL0505.The dynamic height is computed by dividing the NAVD 88
 FL0505.geopotential number by the normal gravity value computed on the
 FL0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0505.degrees latitude (g = 980.6199 gals.).
 FL0505
 FL0505.The modeled gravity was interpolated from observed gravity values.
 FL0505
 FL0505;                    North         East    Units  Estimated Accuracy
 FL0505;SPC TX N     - 1,155,900.      274,460.      MT  (+/- 180 meters Scaled)
 FL0505
 FL0505                          SUPERSEDED SURVEY CONTROL
 FL0505
 FL0505  NGVD 29 (??/??/92)  806.218  (m)         2645.07   (f) ADJ UNCH    2 0
 FL0505
 FL0505.Superseded values are not recommended for survey control.
 FL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0505.See file dsdata.txt to determine how the superseded data were derived.
 FL0505
 FL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE474189(NAD 83)
 FL0505_MARKER: Z = SEE DESCRIPTION
 FL0505_SETTING: 0 = UNSPECIFIED SETTING
 FL0505_STAMPING: N 227 1934
 FL0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0505
 FL0505  HISTORY     - Date     Condition        Report By
 FL0505  HISTORY     - 1934     MONUMENTED       CGS
 FL0505  HISTORY     - 1943     GOOD             NGS
 FL0505
 FL0505                          STATION DESCRIPTION
 FL0505
 FL0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0505'4.2 MI NW FROM DENWORTH.
 FL0505'ABOUT 4.2 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY
 FL0505'FROM THE STATION AT DENWORTH, GRAY COUNTY, 0.1 MILE WEST OF MILEPOST
 FL0505'310, ABOUT 359 FEET EAST OF TRESTLE 310.12, WEST OF CULVERT 310.05,
 FL0505'AND 75.0 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 1.0 FOOT SOUTH OF
 FL0505'A EAST-WEST FENCE, A POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0795 ***********************************************************************
 FL0795  DESIGNATION -  N 228
 FL0795  PID         -  FL0795
 FL0795  STATE/COUNTY-  TX/CARSON
 FL0795  USGS QUAD   -  BORGER SE (1978)
 FL0795
 FL0795                         *CURRENT SURVEY CONTROL
 FL0795  ___________________________________________________________________
 FL0795* NAD 83(1986)-  35 37 08.     (N)    101 15 22.     (W)     SCALED    
 FL0795* NAVD 88     -       960.520  (meters)    3151.31   (feet)  ADJUSTED  
 FL0795  ___________________________________________________________________
 FL0795  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 FL0795  DYNAMIC HT  -         959.442 (meters)    3147.77  (feet)  COMP
 FL0795  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 FL0795
 FL0795  VERT ORDER  -  SECOND    CLASS 0
 FL0795
 FL0795.The horizontal coordinates were scaled from a topographic map and have
 FL0795.an estimated accuracy of +/- 6 seconds.
 FL0795
 FL0795.The orthometric height was determined by differential leveling
 FL0795.and adjusted by the National Geodetic Survey in June 1991..
 FL0795
 FL0795.The geoid height was determined by GEOID03.
 FL0795
 FL0795.The dynamic height is computed by dividing the NAVD 88
 FL0795.geopotential number by the normal gravity value computed on the
 FL0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0795.degrees latitude (g = 980.6199 gals.).
 FL0795
 FL0795.The modeled gravity was interpolated from observed gravity values.
 FL0795
 FL0795;                    North         East    Units  Estimated Accuracy
 FL0795;SPC TX N     - 1,179,620.      222,090.      MT  (+/- 180 meters Scaled)
 FL0795
 FL0795                          SUPERSEDED SURVEY CONTROL
 FL0795
 FL0795  NGVD 29 (??/??/92)  960.083  (m)         3149.87   (f) ADJ UNCH    2 0
 FL0795
 FL0795.Superseded values are not recommended for survey control.
 FL0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0795.See file dsdata.txt to determine how the superseded data were derived.
 FL0795
 FL0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE956440(NAD 83)
 FL0795_MARKER: DB = BENCH MARK DISK
 FL0795_SETTING: 0 = UNSPECIFIED SETTING
 FL0795_STAMPING: N 228 1934
 FL0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0795
 FL0795  HISTORY     - Date     Condition        Report By
 FL0795  HISTORY     - 1934     MONUMENTED       CGS
 FL0795  HISTORY     - 1953     GOOD             USGS
 FL0795
 FL0795                          STATION DESCRIPTION
 FL0795
 FL0795'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0795'6.4 MI NW FROM SKELLYTOWN.
 FL0795'6.4 MILES NORTHWEST ALONG STATE HIGHWAY 152 FROM SKELLYTOWN, CARSON
 FL0795'COUNTY, AT A T JUNCTION WITH A ROAD LEADING SOUTH, AT THE SOUTHWEST
 FL0795'CORNER OF THE INTERSECTION 150 FEET SOUTH OF THE CENTERLINE OF STATE
 FL0795'HIGHWAY 152, 38 FEET WEST OF THE CENTER OF A CATTLEGUARD, AND 6.0 FEET
 FL0795'WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0551 ***********************************************************************
 AB0551  DESIGNATION -  N 23
 AB0551  PID         -  AB0551
 AB0551  STATE/COUNTY-  TX/CAMERON
 AB0551  USGS QUAD   -  WILLAMAR SW (1983)
 AB0551
 AB0551                         *CURRENT SURVEY CONTROL
 AB0551  ___________________________________________________________________
 AB0551* NAD 83(1986)-  26 15 14.     (N)    097 39 42.     (W)     SCALED    
 AB0551* NAVD 88     -        10.797  (meters)      35.42   (feet)  ADJUSTED  
 AB0551  ___________________________________________________________________
 AB0551  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AB0551  DYNAMIC HT  -          10.780 (meters)      35.37  (feet)  COMP
 AB0551  MODELED GRAV-     979,041.5   (mgal)                       NAVD 88
 AB0551
 AB0551  VERT ORDER  -  SECOND    CLASS 0
 AB0551
 AB0551.The horizontal coordinates were scaled from a topographic map and have
 AB0551.an estimated accuracy of +/- 6 seconds.
 AB0551
 AB0551.The orthometric height was determined by differential leveling
 AB0551.and adjusted by the National Geodetic Survey in June 1991..
 AB0551
 AB0551.The geoid height was determined by GEOID03.
 AB0551
 AB0551.The dynamic height is computed by dividing the NAVD 88
 AB0551.geopotential number by the normal gravity value computed on the
 AB0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0551.degrees latitude (g = 980.6199 gals.).
 AB0551
 AB0551.The modeled gravity was interpolated from observed gravity values.
 AB0551
 AB0551;                    North         East    Units  Estimated Accuracy
 AB0551;SPC TX S     - 5,065,340.      383,750.      MT  (+/- 180 meters Scaled)
 AB0551
 AB0551                          SUPERSEDED SURVEY CONTROL
 AB0551
 AB0551  NGVD 29 (??/??/92)   10.889  (m)           35.73   (f) ADJ UNCH    2 0
 AB0551
 AB0551.Superseded values are not recommended for survey control.
 AB0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0551.See file dsdata.txt to determine how the superseded data were derived.
 AB0551
 AB0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ336044(NAD 83)
 AB0551_MARKER: DD = SURVEY DISK
 AB0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0551_SP_SET: CULVERT
 AB0551_STAMPING: N 23 35.55
 AB0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0551
 AB0551  HISTORY     - Date     Condition        Report By
 AB0551  HISTORY     - UNK      MONUMENTED
 AB0551  HISTORY     - 1942     GOOD             NGS
 AB0551  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0551
 AB0551                          STATION DESCRIPTION
 AB0551
 AB0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0551'5.0 MI E FROM COMBES.
 AB0551'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0551'ROAD, GO 4.5 MILES.  TURN NORTHERLY (LEFT) AND GO 0.5 MILE TO AN
 AB0551'IRRIGATION DITCH AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AB0551'HORIZONTALLY IN THE CENTER OF THE TOP OF THE WEST HEADWALL OF THE
 AB0551'CONCRETE CULVERT, IT IS ABOUT 0.1 MILE SOUTH OF THE BRIGGS COLEMAN
 AB0551'SCHOOL.  10 FEET WEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF
 AB0551'THE ROAD.  A CAMERON COUNTY DISK, STAMPED N 23 35.55 SET IN A DRILL
 AB0551'HOLE.
 AB0551
 AB0551                          STATION RECOVERY (1954)
 AB0551
 AB0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0816 ***********************************************************************
 AW0816  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0816  DESIGNATION -  N 23
 AW0816  PID         -  AW0816
 AW0816  STATE/COUNTY-  TX/HARRIS
 AW0816  USGS QUAD   -  HARMASTON (1982)
 AW0816
 AW0816                         *CURRENT SURVEY CONTROL
 AW0816  ___________________________________________________________________
 AW0816* NAD 83(1993)-  29 56 04.41417(N)    095 14 26.50060(W)     ADJUSTED  
 AW0816* NAVD 88     -        16.99   (meters)      55.7    (feet)  GPS OBS   
 AW0816  ___________________________________________________________________
 AW0816  X           -    -505,280.500 (meters)                     COMP
 AW0816  Y           -  -5,508,746.710 (meters)                     COMP
 AW0816  Z           -   3,164,084.171 (meters)                     COMP
 AW0816  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW0816  ELLIP HEIGHT-         -10.36  (meters)          (12/03/01) GPS OBS
 AW0816  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW0816  DYNAMIC HT  -          16.97  (meters)      55.7   (feet)  COMP
 AW0816  MODELED GRAV-     979,296.5   (mgal)                       NAVD 88
 AW0816
 AW0816  HORZ ORDER  -  FIRST
 AW0816  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0816  ELLP ORDER  -  FOURTH    CLASS II
 AW0816
 AW0816.The horizontal coordinates were established by GPS observations
 AW0816.and adjusted by the National Geodetic Survey in December 2001..
 AW0816
 AW0816.The orthometric height was determined by GPS observations and a
 AW0816.high-resolution geoid model using precise GPS observation and
 AW0816.processing techniques. It supersedes the leveled height previously
 AW0816.determined for this station.
 AW0816.WARNING-GPS observations at this control monument resulted in a GPS
 AW0816.derived orthometric height which differed from the leveled height by
 AW0816.more than one decimeter (0.1 meter).
 AW0816.The vertical order pertains to the first NAVD 88 superseded value.
 AW0816
 AW0816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0816
 AW0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0816
 AW0816.The ellipsoidal height was determined by GPS observations
 AW0816.and is referenced to NAD 83.
 AW0816
 AW0816.The geoid height was determined by GEOID03.
 AW0816
 AW0816.The dynamic height is computed by dividing the NAVD 88
 AW0816.geopotential number by the normal gravity value computed on the
 AW0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0816.degrees latitude (g = 980.6199 gals.).
 AW0816
 AW0816.The modeled gravity was interpolated from observed gravity values.
 AW0816
 AW0816;                    North         East     Units Scale Factor Converg.
 AW0816;SPC TXSC     - 4,238,707.919   962,866.826   MT  0.99991785   +1 50 30.2
 AW0816;SPC TXSC     -13,906,494.23  3,159,005.58   sFT  0.99991785   +1 50 30.2
 AW0816;UTM  15      - 3,313,645.082   283,720.663   MT  1.00017716   -1 07 06.8
 AW0816
 AW0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0816!SPC TXSC     -   1.00000163  x   0.99991785  =   0.99991948
 AW0816!UTM  15      -   1.00000163  x   1.00017716  =   1.00017879
 AW0816
 AW0816                          SUPERSEDED SURVEY CONTROL
 AW0816
 AW0816  ELLIP H (10/25/00)  -10.32   (m)                       GP(       ) 4 1
 AW0816  NAD 83(1993)-  29 56 04.41420(N)    095 14 26.49910(W) AD(       ) 1
 AW0816  ELLIP H (10/17/96)  -10.19   (m)                       GP(       ) 3 1
 AW0816  NAVD 88 (06/15/91)   17.152  (m)           56.27   (f) ADJUSTED    1 2
 AW0816  NGVD 29 (12/23/87)   17.151  (m)           56.27   (f) ADJUSTED    1 2
 AW0816
 AW0816.Superseded values are not recommended for survey control.
 AW0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0816.See file dsdata.txt to determine how the superseded data were derived.
 AW0816
 AW0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8372113645(NAD 83)
 AW0816_MARKER: DD = SURVEY DISK
 AW0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0816_SP_SET: CONCRETE POST
 AW0816_STAMPING: N 23 TXHD
 AW0816_MARK LOGO: TXHD  
 AW0816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0816+STABILITY: SURFACE MOTION
 AW0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0816+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AW0816
 AW0816  HISTORY     - Date     Condition        Report By
 AW0816  HISTORY     - UNK      MONUMENTED       TXHD
 AW0816  HISTORY     - 1978     GOOD             NGS
 AW0816  HISTORY     - 1987     GOOD             NGS
 AW0816  HISTORY     - 19950131 GOOD             HGCSD
 AW0816  HISTORY     - 20040330 GOOD             USPSQD
 AW0816
 AW0816                          STATION DESCRIPTION
 AW0816
 AW0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0816'7.6 MI SE FROM HUMBLE.
 AW0816'0.4 MILE EAST ALONG BARRETT ROAD, THENCE 4.5 MILES SOUTH ALONG OLD
 AW0816'HUMBLE ROAD, AND THENCE 2.7 MILES EAST ALONG NORTH BELT, 0.4 MILE
 AW0816'WEST OF GARDNER BAYOU, 72.4 FEET SOUTH OF THE CENTERLINE OF NORTH
 AW0816'BELT.
 AW0816
 AW0816                          STATION RECOVERY (1987)
 AW0816
 AW0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0816'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.5 M
 AW0816'(1.6 FT) SOUTH OF A WITNESS POST.
 AW0816
 AW0816                          STATION RECOVERY (1995)
 AW0816
 AW0816'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0816'RECOVERED AS DESCRIBED  ADD BETWEEN EAST AND WEST BOUND LANES OF
 AW0816'BELTWAY 8  .
 AW0816
 AW0816                          STATION RECOVERY (2004)
 AW0816
 AW0816'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0246 ***********************************************************************
 BQ0246  DESIGNATION -  N 23
 BQ0246  PID         -  BQ0246
 BQ0246  STATE/COUNTY-  TX/CULBERSON
 BQ0246  USGS QUAD   -  LOBO (1972)
 BQ0246
 BQ0246                         *CURRENT SURVEY CONTROL
 BQ0246  ___________________________________________________________________
 BQ0246* NAD 83(1986)-  30 52 07.     (N)    104 46 21.     (W)     SCALED    
 BQ0246* NAVD 88     -      1206.047  (meters)    3956.84   (feet)  ADJUSTED  
 BQ0246  ___________________________________________________________________
 BQ0246  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BQ0246  DYNAMIC HT  -        1204.121 (meters)    3950.52  (feet)  COMP
 BQ0246  MODELED GRAV-     979,003.2   (mgal)                       NAVD 88
 BQ0246
 BQ0246  VERT ORDER  -  FIRST     CLASS II
 BQ0246
 BQ0246.The horizontal coordinates were scaled from a topographic map and have
 BQ0246.an estimated accuracy of +/- 6 seconds.
 BQ0246
 BQ0246.The orthometric height was determined by differential leveling
 BQ0246.and adjusted by the National Geodetic Survey in June 1991..
 BQ0246
 BQ0246.The geoid height was determined by GEOID03.
 BQ0246
 BQ0246.The dynamic height is computed by dividing the NAVD 88
 BQ0246.geopotential number by the normal gravity value computed on the
 BQ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0246.degrees latitude (g = 980.6199 gals.).
 BQ0246
 BQ0246.The modeled gravity was interpolated from observed gravity values.
 BQ0246
 BQ0246;                    North         East    Units  Estimated Accuracy
 BQ0246;SPC TX C     - 3,141,710.      275,620.      MT  (+/- 180 meters Scaled)
 BQ0246
 BQ0246                          SUPERSEDED SURVEY CONTROL
 BQ0246
 BQ0246  NGVD 29 (??/??/92) 1205.518  (m)         3955.10   (f) ADJ UNCH    1 2
 BQ0246
 BQ0246.Superseded values are not recommended for survey control.
 BQ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0246.See file dsdata.txt to determine how the superseded data were derived.
 BQ0246
 BQ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ217150(NAD 83)
 BQ0246_MARKER: DB = BENCH MARK DISK
 BQ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0246_STAMPING: N 23 1917 ELEV. 3955.261 FT.
 BQ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0246+STABILITY: SURFACE MOTION
 BQ0246
 BQ0246  HISTORY     - Date     Condition        Report By
 BQ0246  HISTORY     - 1917     MONUMENTED       CGS
 BQ0246  HISTORY     - 1957     GOOD             NGS
 BQ0246
 BQ0246                          STATION DESCRIPTION
 BQ0246
 BQ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0246'1.6 MI SE FROM LOBO.
 BQ0246'ABOUT 1.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0246'FROM THE COUNTY ROAD CROSSING AT LOBO, 143 FEET NORTHEAST OF AND
 BQ0246'ACROSS THE TRACK FROM MILEPOST 694, 87 FEET EAST-NORTHEAST OF THE NEAR
 BQ0246'RAIL, 8 1/2 FEET WEST-SOUTHWEST OF A FENCE, 4 RAILS SOUTH-SOUTHEAST OF
 BQ0246'A WOODEN TRESTLE, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BQ0246'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0495 ***********************************************************************
 FL0495  DESIGNATION -  N 230
 FL0495  PID         -  FL0495
 FL0495  STATE/COUNTY-  TX/GRAY
 FL0495  USGS QUAD   -  DEEP LAKE (1968)
 FL0495
 FL0495                         *CURRENT SURVEY CONTROL
 FL0495  ___________________________________________________________________
 FL0495* NAD 83(1986)-  35 17 44.     (N)    100 58 25.     (W)     SCALED    
 FL0495* NAVD 88     -       985.396  (meters)    3232.92   (feet)  ADJUSTED  
 FL0495  ___________________________________________________________________
 FL0495  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL0495  DYNAMIC HT  -         984.288 (meters)    3229.28  (feet)  COMP
 FL0495  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 FL0495
 FL0495  VERT ORDER  -  SECOND    CLASS 0
 FL0495
 FL0495.The horizontal coordinates were scaled from a topographic map and have
 FL0495.an estimated accuracy of +/- 6 seconds.
 FL0495
 FL0495.The orthometric height was determined by differential leveling
 FL0495.and adjusted by the National Geodetic Survey in June 1991..
 FL0495
 FL0495.The geoid height was determined by GEOID03.
 FL0495
 FL0495.The dynamic height is computed by dividing the NAVD 88
 FL0495.geopotential number by the normal gravity value computed on the
 FL0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0495.degrees latitude (g = 980.6199 gals.).
 FL0495
 FL0495.The modeled gravity was interpolated from observed gravity values.
 FL0495
 FL0495;                    North         East    Units  Estimated Accuracy
 FL0495;SPC TX N     - 1,143,850.      247,880.      MT  (+/- 180 meters Scaled)
 FL0495
 FL0495                          SUPERSEDED SURVEY CONTROL
 FL0495
 FL0495  NGVD 29 (??/??/92)  984.975  (m)         3231.54   (f) ADJ UNCH    2 0
 FL0495
 FL0495.Superseded values are not recommended for survey control.
 FL0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0495.See file dsdata.txt to determine how the superseded data were derived.
 FL0495
 FL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE205076(NAD 83)
 FL0495_MARKER: DB = BENCH MARK DISK
 FL0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0495_STAMPING: N-230 1934
 FL0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0495+STABILITY: SURFACE MOTION
 FL0495
 FL0495  HISTORY     - Date     Condition        Report By
 FL0495  HISTORY     - 1934     MONUMENTED       CGS
 FL0495  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0495
 FL0495                          STATION DESCRIPTION
 FL0495
 FL0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0495'12.1 MI NW FROM JERICHO.
 FL0495'12.1 MILES NW OF AND ALONG STATE HWY NO. 88 MARK IS 2 FT. N OF A T
 FL0495'FENCE RUNNING E.  40 FT. E OF CENTER OF HIGHWAY.
 FL0495
 FL0495                          STATION RECOVERY (1966)
 FL0495
 FL0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0805 ***********************************************************************
 DN0805  DESIGNATION -  N 231
 DN0805  PID         -  DN0805
 DN0805  STATE/COUNTY-  TX/MONTAGUE
 DN0805  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0805
 DN0805                         *CURRENT SURVEY CONTROL
 DN0805  ___________________________________________________________________
 DN0805* NAD 83(1986)-  33 34 45.     (N)    097 52 33.     (W)     SCALED    
 DN0805* NAVD 88     -       319.382  (meters)    1047.84   (feet)  ADJUSTED  
 DN0805  ___________________________________________________________________
 DN0805  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DN0805  DYNAMIC HT  -         319.029 (meters)    1046.68  (feet)  COMP
 DN0805  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 DN0805
 DN0805  VERT ORDER  -  FIRST     CLASS II
 DN0805
 DN0805.The horizontal coordinates were scaled from a topographic map and have
 DN0805.an estimated accuracy of +/- 6 seconds.
 DN0805
 DN0805.The orthometric height was determined by differential leveling
 DN0805.and adjusted by the National Geodetic Survey in June 1991..
 DN0805
 DN0805.The geoid height was determined by GEOID03.
 DN0805
 DN0805.The dynamic height is computed by dividing the NAVD 88
 DN0805.geopotential number by the normal gravity value computed on the
 DN0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0805.degrees latitude (g = 980.6199 gals.).
 DN0805
 DN0805.The modeled gravity was interpolated from observed gravity values.
 DN0805
 DN0805;                    North         East    Units  Estimated Accuracy
 DN0805;SPC TXNC     - 2,212,250.      657,940.      MT  (+/- 180 meters Scaled)
 DN0805
 DN0805                          SUPERSEDED SURVEY CONTROL
 DN0805
 DN0805  NGVD 29 (??/??/92)  319.275  (m)         1047.49   (f) ADJ UNCH    1 2
 DN0805
 DN0805.Superseded values are not recommended for survey control.
 DN0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0805.See file dsdata.txt to determine how the superseded data were derived.
 DN0805
 DN0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC043160(NAD 83)
 DN0805_MARKER: DB = BENCH MARK DISK
 DN0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0805_STAMPING: N 231 1952
 DN0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0805+STABILITY: SURFACE MOTION
 DN0805
 DN0805  HISTORY     - Date     Condition        Report By
 DN0805  HISTORY     - 1952     MONUMENTED       CGS
 DN0805  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0805
 DN0805                          STATION DESCRIPTION
 DN0805
 DN0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0805'1.8 MI N FROM BOWIE.
 DN0805'1.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0805'FROM THE STATION AT BOWIE, 78 FEET SOUTH OF THE WEST END OF A 36 INCH
 DN0805'IRON PIPE CULVERT, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET
 DN0805'WEST OF MILEPOST 542, 3.2 FEET NORTHEAST OF A FENCE, 2.2 FEET
 DN0805'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0805'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 DN0805
 DN0805                          STATION RECOVERY (1986)
 DN0805
 DN0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1042 ***********************************************************************
 CS1042  DESIGNATION -  N 232
 CS1042  PID         -  CS1042
 CS1042  STATE/COUNTY-  TX/DALLAS
 CS1042  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1042
 CS1042                         *CURRENT SURVEY CONTROL
 CS1042  ___________________________________________________________________
 CS1042* NAD 83(1986)-  32 50 02.     (N)    096 42 06.     (W)     SCALED    
 CS1042* NAVD 88     -       157.883  (meters)     517.99   (feet)  ADJUSTED  
 CS1042  ___________________________________________________________________
 CS1042  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CS1042  DYNAMIC HT  -         157.706 (meters)     517.41  (feet)  COMP
 CS1042  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CS1042
 CS1042  VERT ORDER  -  SECOND    CLASS 0
 CS1042
 CS1042.The horizontal coordinates were scaled from a topographic map and have
 CS1042.an estimated accuracy of +/- 6 seconds.
 CS1042
 CS1042.The orthometric height was determined by differential leveling
 CS1042.and adjusted by the National Geodetic Survey in June 1991..
 CS1042
 CS1042.The geoid height was determined by GEOID03.
 CS1042
 CS1042.The dynamic height is computed by dividing the NAVD 88
 CS1042.geopotential number by the normal gravity value computed on the
 CS1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1042.degrees latitude (g = 980.6199 gals.).
 CS1042
 CS1042.The modeled gravity was interpolated from observed gravity values.
 CS1042
 CS1042;                    North         East    Units  Estimated Accuracy
 CS1042;SPC TXNC     - 2,130,870.      768,350.      MT  (+/- 180 meters Scaled)
 CS1042
 CS1042                          SUPERSEDED SURVEY CONTROL
 CS1042
 CS1042  NGVD 29 (??/??/92)  157.90   (m)          518.0    (f) COMPUTED    2 0
 CS1042
 CS1042.Superseded values are not recommended for survey control.
 CS1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1042.See file dsdata.txt to determine how the superseded data were derived.
 CS1042
 CS1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB151352(NAD 83)
 CS1042_MARKER: DB = BENCH MARK DISK
 CS1042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1042_SP_SET: BUILDING
 CS1042_STAMPING: N 232 1952
 CS1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1042
 CS1042  HISTORY     - Date     Condition        Report By
 CS1042  HISTORY     - 1952     MONUMENTED       CGS
 CS1042  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1042  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1042
 CS1042                          STATION DESCRIPTION
 CS1042
 CS1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1042'IN DALLAS.
 CS1042'AT DALLAS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF GARLAND ROAD
 CS1042'AND BUCKNER BOULEVARD, 99 FEET NORTHWEST OF THE CENTER LINE OF GARLAND
 CS1042'ROAD, 143 FEET NORTHEAST OF THE CENTER LINE OF BUCKNER BOULEVARD, SET
 CS1042'VERTICALLY IN THE EAST BRICK WALL OF THE QUICKIE FOOD MARKET BUILDING,
 CS1042'2.4 FEET ABOVE THE SIDEWALK, 4 FEET NORTH OF THE SOUTHEAST CORNER OF
 CS1042'THE BUILDING.  NOTE-- SITE OF BM IS NOW SHOPPING CENTER.
 CS1042
 CS1042                          STATION RECOVERY (1958)
 CS1042
 CS1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1042'MARK NOT FOUND.
 CS1042
 CS1042                          STATION RECOVERY (1999)
 CS1042
 CS1042'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0515 ***********************************************************************
 DN0515  DESIGNATION -  N 233
 DN0515  PID         -  DN0515
 DN0515  STATE/COUNTY-  TX/GRAYSON
 DN0515  USGS QUAD   -  SHERMAN (1974)
 DN0515
 DN0515                         *CURRENT SURVEY CONTROL
 DN0515  ___________________________________________________________________
 DN0515* NAD 83(1986)-  33 38 35.     (N)    096 36 16.     (W)     SCALED    
 DN0515* NAVD 88     -       224.396  (meters)     736.21   (feet)  ADJUSTED  
 DN0515  ___________________________________________________________________
 DN0515  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DN0515  DYNAMIC HT  -         224.155 (meters)     735.42  (feet)  COMP
 DN0515  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 DN0515
 DN0515  VERT ORDER  -  SECOND    CLASS 0
 DN0515
 DN0515.The horizontal coordinates were scaled from a topographic map and have
 DN0515.an estimated accuracy of +/- 6 seconds.
 DN0515
 DN0515.The orthometric height was determined by differential leveling
 DN0515.and adjusted by the National Geodetic Survey in June 1991..
 DN0515
 DN0515.The geoid height was determined by GEOID03.
 DN0515
 DN0515.The dynamic height is computed by dividing the NAVD 88
 DN0515.geopotential number by the normal gravity value computed on the
 DN0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0515.degrees latitude (g = 980.6199 gals.).
 DN0515
 DN0515.The modeled gravity was interpolated from observed gravity values.
 DN0515
 DN0515;                    North         East    Units  Estimated Accuracy
 DN0515;SPC TXNC     - 2,220,750.      775,830.      MT  (+/- 180 meters Scaled)
 DN0515
 DN0515                          SUPERSEDED SURVEY CONTROL
 DN0515
 DN0515  NGVD 29 (??/??/92)  224.377  (m)          736.14   (f) ADJ UNCH    2 0
 DN0515
 DN0515.Superseded values are not recommended for survey control.
 DN0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0515.See file dsdata.txt to determine how the superseded data were derived.
 DN0515
 DN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC221251(NAD 83)
 DN0515_MARKER: DB = BENCH MARK DISK
 DN0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0515_STAMPING: N 233 1952
 DN0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0515+STABILITY: SURFACE MOTION
 DN0515
 DN0515  HISTORY     - Date     Condition        Report By
 DN0515  HISTORY     - 1952     MONUMENTED       CGS
 DN0515
 DN0515                          STATION DESCRIPTION
 DN0515
 DN0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0515'0.6 MI N FROM SHERMAN.
 DN0515'0.6 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE UNION
 DN0515'STATION AT SHERMAN, 2 POLES SOUTH OF MILEPOST 329, 16 FEET NORTHEAST
 DN0515'OF THE NORTHEAST CORNER OF A CONCRETE SEMAPHORE FOUNDATION, 0.1 MILE
 DN0515'NORTH OF THE CROSSING OF THE TEXAS AND PACIFIC RAILROAD, 24 FEET EAST
 DN0515'OF THE EAST RAIL, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 DN0515'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0424 ***********************************************************************
 FM0424  DESIGNATION -  N 234
 FM0424  PID         -  FM0424
 FM0424  STATE/COUNTY-  TX/HARTLEY
 FM0424  USGS QUAD   -  MIDDLE WATER (1971)
 FM0424
 FM0424                         *CURRENT SURVEY CONTROL
 FM0424  ___________________________________________________________________
 FM0424* NAD 83(1986)-  35 50 56.     (N)    102 47 10.     (W)     SCALED    
 FM0424* NAVD 88     -      1244.739  (meters)    4083.78   (feet)  ADJUSTED  
 FM0424  ___________________________________________________________________
 FM0424  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 FM0424  DYNAMIC HT  -        1243.265 (meters)    4078.95  (feet)  COMP
 FM0424  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 FM0424
 FM0424  VERT ORDER  -  FIRST     CLASS II
 FM0424
 FM0424.The horizontal coordinates were scaled from a topographic map and have
 FM0424.an estimated accuracy of +/- 6 seconds.
 FM0424
 FM0424.The orthometric height was determined by differential leveling
 FM0424.and adjusted by the National Geodetic Survey in June 1991..
 FM0424
 FM0424.The geoid height was determined by GEOID03.
 FM0424
 FM0424.The dynamic height is computed by dividing the NAVD 88
 FM0424.geopotential number by the normal gravity value computed on the
 FM0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0424.degrees latitude (g = 980.6199 gals.).
 FM0424
 FM0424.The modeled gravity was interpolated from observed gravity values.
 FM0424
 FM0424;                    North         East    Units  Estimated Accuracy
 FM0424;SPC TX N     - 1,205,870.       83,830.      MT  (+/- 180 meters Scaled)
 FM0424
 FM0424                          SUPERSEDED SURVEY CONTROL
 FM0424
 FM0424  NGVD 29 (??/??/92) 1244.182  (m)         4081.95   (f) ADJ UNCH    1 2
 FM0424
 FM0424.Superseded values are not recommended for survey control.
 FM0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0424.See file dsdata.txt to determine how the superseded data were derived.
 FM0424
 FM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV999694(NAD 83)
 FM0424_MARKER: DB = BENCH MARK DISK
 FM0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0424_STAMPING: N-234 1933
 FM0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0424+STABILITY: SURFACE MOTION
 FM0424
 FM0424  HISTORY     - Date     Condition        Report By
 FM0424  HISTORY     - 1933     MONUMENTED       CGS
 FM0424  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0424
 FM0424                          STATION DESCRIPTION
 FM0424
 FM0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0424'IN MIDDLEWATER.
 FM0424'ALONG THE ROCK ISLAND RAILROAD.  3 POLES NORTH EAST OF THE DEPOT.  21
 FM0424'POLES SOUTH WEST OF MILE POLE NO. 566.  SET IN POST, 48 FEET SOUTH
 FM0424'EAST OF THE CENTERLINE OF THE TRACKS AND 4 FEET SOUTH WEST OF POLE.
 FM0424'NOTE-- THE RR STA. WAS TORN DOWN.
 FM0424
 FM0424                          STATION RECOVERY (1971)
 FM0424
 FM0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0397 ***********************************************************************
 FM0397  FBN         -  This is a Federal Base Network Control Station.
 FM0397  DESIGNATION -  N 234
 FM0397  PID         -  FM0397
 FM0397  STATE/COUNTY-  TX/OLDHAM
 FM0397  USGS QUAD   -  LANDERGIN (1966)
 FM0397
 FM0397                         *CURRENT SURVEY CONTROL
 FM0397  ___________________________________________________________________
 FM0397* NAD 83(1993)-  35 16 15.83702(N)    102 33 55.43432(W)     ADJUSTED  
 FM0397* NAVD 88     -      1244.953  (meters)    4084.48   (feet)  ADJUSTED  
 FM0397  ___________________________________________________________________
 FM0397  X           -  -1,134,350.909 (meters)                     COMP
 FM0397  Y           -  -5,089,229.092 (meters)                     COMP
 FM0397  Z           -   3,663,164.985 (meters)                     COMP
 FM0397  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 FM0397  ELLIP HEIGHT-        1220.40  (meters)          (05/01/00) GPS OBS
 FM0397  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 FM0397  DYNAMIC HT  -        1243.453 (meters)    4079.56  (feet)  COMP
 FM0397  MODELED GRAV-     979,385.6   (mgal)                       NAVD 88
 FM0397
 FM0397  HORZ ORDER  -  B
 FM0397  VERT ORDER  -  SECOND    CLASS 0
 FM0397  ELLP ORDER  -  THIRD     CLASS I
 FM0397
 FM0397.The horizontal coordinates were established by GPS observations
 FM0397.and adjusted by the National Geodetic Survey in May 1994..
 FM0397
 FM0397.The orthometric height was determined by differential leveling
 FM0397.and adjusted by the National Geodetic Survey in June 1991..
 FM0397
 FM0397.Photographs are available for this station.
 FM0397
 FM0397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FM0397
 FM0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0397
 FM0397.The ellipsoidal height was determined by GPS observations
 FM0397.and is referenced to NAD 83.
 FM0397
 FM0397.The geoid height was determined by GEOID03.
 FM0397
 FM0397.The dynamic height is computed by dividing the NAVD 88
 FM0397.geopotential number by the normal gravity value computed on the
 FM0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0397.degrees latitude (g = 980.6199 gals.).
 FM0397
 FM0397.The modeled gravity was interpolated from observed gravity values.
 FM0397
 FM0397;                    North         East     Units Scale Factor Converg.
 FM0397;SPC TX N     - 1,141,529.919   103,073.751   MT  0.99991414   -0 37 02.8
 FM0397;SPC TX N     - 3,745,169.41    338,167.80   sFT  0.99991414   -0 37 02.8
 FM0397;UTM  13      - 3,905,821.682   721,448.683   MT  1.00020439   +1 24 23.1
 FM0397
 FM0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0397!SPC TX N     -   0.99980848  x   0.99991414  =   0.99972264
 FM0397!UTM  13      -   0.99980848  x   1.00020439  =   1.00001283
 FM0397
 FM0397                          SUPERSEDED SURVEY CONTROL
 FM0397
 FM0397  ELLIP H (05/09/94) 1220.38   (m)                       GP(       ) 4 2
 FM0397  NAVD 88 (01/13/95) 1244.95   (m)         4084.5    (f) LEVELING    3  
 FM0397  NAVD 88 (05/09/94) 1244.93   (m)         4084.4    (f) LEVELING    3  
 FM0397  NGVD 29 (??/??/92) 1244.416  (m)         4082.72   (f) ADJ UNCH    2 0
 FM0397
 FM0397.Superseded values are not recommended for survey control.
 FM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0397.See file dsdata.txt to determine how the superseded data were derived.
 FM0397
 FM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2144905822(NAD 83)
 FM0397_MARKER: DB = BENCH MARK DISK
 FM0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0397_SP_SET: SQUARE CONCRETE MONUMENT
 FM0397_STAMPING: N 234 1934
 FM0397_MARK LOGO: CGS   
 FM0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0397+STABILITY: SURFACE MOTION
 FM0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0397+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 FM0397
 FM0397  HISTORY     - Date     Condition        Report By
 FM0397  HISTORY     - 1934     MONUMENTED       CGS
 FM0397  HISTORY     - 19930521 GOOD             NGS
 FM0397  HISTORY     - 19950729 GOOD             NGS
 FM0397  HISTORY     - 19980127 GOOD             NGS
 FM0397  HISTORY     - 19990413 GOOD             NGS
 FM0397  HISTORY     - 20000309 GOOD             TXDOT
 FM0397
 FM0397                          STATION DESCRIPTION
 FM0397
 FM0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0397'5.8 MI E FROM ADRIAN.
 FM0397'5.8 MILES EAST OF ROCK ISLAND RR DEPOT AT ADRIAN 0.5 MILE WEST OF
 FM0397'LANDERGIN SIDING SIGN BOARD.  84 FEET NORTH OF MILE POST 803.  12 FEET
 FM0397'EAST OF TELEGRAPH POLE.  42 FEET NORTH OF CENTERLINE OF ROCK ISLAND
 FM0397'RAILROAD.  NOTE-- THIS MARK WAS INADVERTENTLY STAMPED N-234. SHOULD
 FM0397'HAVE BEEN N-243 TO CORRESPOND WITH SERIES.
 FM0397
 FM0397                          STATION RECOVERY (1993)
 FM0397
 FM0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FM0397'NOTE, THE DISK WAS INCORRECTLY STAMPED--- N 234 1934 ---.
 FM0397'STATION IS LOCATED ABOUT 12 KM (7.45 MI) WEST OF VEGA, 10 KM
 FM0397'(6.20 MI) EAST OF ADRIAN, 0.7 KM (0.45 MI) WEST OF LANDERGIN, ON AN
 FM0397'OLD RAILROAD RIGHT-OF-WAY, BETWEEN THE NORTH FRONTAGE ROAD OF
 FM0397'INTERSTATE HIGHWAY 40 AND A CULTIVATED FIELD, AT HIGHWAY MILE 28.25,
 FM0397'AT A SMALL, FENCED WATER PUMPING STATION.  OWNERSHIP--TEXAS
 FM0397'DEPARTMENT OF TRANSPORTATION.
 FM0397'TO REACH FROM THE OVERPASS AT THE LANDERGIN EXIT (EXIT 28), GO WEST ON
 FM0397'THE NORTH FRONTAGE ROAD FOR 0.58 KM (0.35 MI) TO THE INTERSTATE RAMP
 FM0397'ON THE LEFT.  CONTINUE ON FRONTAGE ROAD FOR 0.12 KM (0.05 MI) TO THE
 FM0397'STATION ON THE RIGHT.
 FM0397'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 FM0397'PROJECTING 10 CM ABOVE GROUND IN PRAIRIE GRASS.  IT IS 42.4 M
 FM0397'(139.1 FT) NORTH OF, AND LEVEL WITH THE ROAD CENTER, 24.3 M
 FM0397'(79.7 FT) SOUTH-SOUTHEAST OF A POWERLINE POLE WITH THREE TRANSFORMERS
 FM0397'(ONE MARKED 4882 10), 14.3 M (46.9 FT) SOUTHEAST OF THE SOUTHEAST
 FM0397'CORNER OF A CHAIN LINK FENCE AROUND THE PUMP STATION, AND 0.3 M
 FM0397'(1.0 FT) SOUTH OF A METAL WITNESS POST.
 FM0397
 FM0397                          STATION RECOVERY (1995)
 FM0397
 FM0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FM0397'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) EAST OF THE ADRIAN.  TO
 FM0397'REACH THE STATION FROM THE INTERSECTION OF U.S.  INTERSTATE HIGHWAY 40
 FM0397'AND LANDERGIN ROAD, GO WEST ON LANDERGIN ROAD (WHICH PARALLELS THE
 FM0397'INTERSTATE) FOR 0.7 KM (0.45 MI) TO THE STATION ON THE RIGHT.  THE
 FM0397'STATION IS 42.4 M (139.1 FT) NORTH OF THE ROAD CENTERLINE, 24.4 M
 FM0397'(80.1 FT) SOUTH-SOUTHEAST OF A UTILITY POLE WITH TRANSFORMER, 14.3 M
 FM0397'(46.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE ENCLOSEING A
 FM0397'WATER PUMP, AND 0.2 M (0.7 FT) SOUTH OF A METAL WITNESS POST.
 FM0397
 FM0397                          STATION RECOVERY (1998)
 FM0397
 FM0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FM0397'RECOVERED AS DESCRIBED.  BY R.G. HAYES
 FM0397
 FM0397                          STATION RECOVERY (1999)
 FM0397
 FM0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FM0397'RECOVERED AS DESCRIBED USING THE 1993 RECOVERY NOTE.
 FM0397
 FM0397                          STATION RECOVERY (2000)
 FM0397
 FM0397'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 FM0397'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0006 ***********************************************************************
 FM0006  DESIGNATION -  N 235
 FM0006  PID         -  FM0006
 FM0006  STATE/COUNTY-  TX/HARTLEY
 FM0006  USGS QUAD   -  HARTLEY (1973)
 FM0006
 FM0006                         *CURRENT SURVEY CONTROL
 FM0006  ___________________________________________________________________
 FM0006* NAD 83(1986)-  35 53 04.     (N)    102 23 48.     (W)     SCALED    
 FM0006* NAVD 88     -      1190.371  (meters)    3905.41   (feet)  ADJUSTED  
 FM0006  ___________________________________________________________________
 FM0006  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FM0006  DYNAMIC HT  -        1188.972 (meters)    3900.82  (feet)  COMP
 FM0006  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 FM0006
 FM0006  VERT ORDER  -  FIRST     CLASS II
 FM0006
 FM0006.The horizontal coordinates were scaled from a topographic map and have
 FM0006.an estimated accuracy of +/- 6 seconds.
 FM0006
 FM0006.The orthometric height was determined by differential leveling
 FM0006.and adjusted by the National Geodetic Survey in June 1991..
 FM0006
 FM0006.The geoid height was determined by GEOID03.
 FM0006
 FM0006.The dynamic height is computed by dividing the NAVD 88
 FM0006.geopotential number by the normal gravity value computed on the
 FM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0006.degrees latitude (g = 980.6199 gals.).
 FM0006
 FM0006.The modeled gravity was interpolated from observed gravity values.
 FM0006
 FM0006;                    North         East    Units  Estimated Accuracy
 FM0006;SPC TX N     - 1,209,420.      119,040.      MT  (+/- 180 meters Scaled)
 FM0006
 FM0006                          SUPERSEDED SURVEY CONTROL
 FM0006
 FM0006  NGVD 29 (??/??/92) 1189.798  (m)         3903.53   (f) ADJ UNCH    1 2
 FM0006
 FM0006.Superseded values are not recommended for survey control.
 FM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0006.See file dsdata.txt to determine how the superseded data were derived.
 FM0006
 FM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV350742(NAD 83)
 FM0006_MARKER: DB = BENCH MARK DISK
 FM0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0006_STAMPING: N 235 1935
 FM0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0006+STABILITY: SURFACE MOTION
 FM0006
 FM0006  HISTORY     - Date     Condition        Report By
 FM0006  HISTORY     - 1935     MONUMENTED       CGS
 FM0006  HISTORY     - 1943     GOOD             NGS
 FM0006  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0006
 FM0006                          STATION DESCRIPTION
 FM0006
 FM0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FM0006'IN HARTLEY.
 FM0006'AT HARTLEY, 1 POLE SOUTHEAST OF THE RAILROAD STATION, 36 FEET
 FM0006'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 5.0 FEET SOUTHEAST
 FM0006'OF A POLE, 1.0 FOOT NORTHEAST OF THE REFERENCE POST.
 FM0006
 FM0006                          STATION RECOVERY (1985)
 FM0006
 FM0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0006'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0230 ***********************************************************************
 FM0230  DESIGNATION -  N 236
 FM0230  PID         -  FM0230
 FM0230  STATE/COUNTY-  TX/OLDHAM
 FM0230  USGS QUAD   -  ADY (1966)
 FM0230
 FM0230                         *CURRENT SURVEY CONTROL
 FM0230  ___________________________________________________________________
 FM0230* NAD 83(1986)-  35 29 39.     (N)    102 10 24.     (W)     SCALED    
 FM0230* NAVD 88     -       958.241  (meters)    3143.83   (feet)  POSTED    
 FM0230  ___________________________________________________________________
 FM0230  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FM0230  DYNAMIC HT  -         957.130 (meters)    3140.18  (feet)  COMP
 FM0230  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 FM0230
 FM0230  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FM0230
 FM0230.The horizontal coordinates were scaled from a topographic map and have
 FM0230.an estimated accuracy of +/- 6 seconds.
 FM0230
 FM0230.The orthometric height was determined by differential leveling
 FM0230.and adjusted by the National Geodetic Survey in 1992..
 FM0230.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FM0230.rate of 2.1 thru 3.0 mm/km.
 FM0230
 FM0230.The geoid height was determined by GEOID03.
 FM0230
 FM0230.The dynamic height is computed by dividing the NAVD 88
 FM0230.geopotential number by the normal gravity value computed on the
 FM0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0230.degrees latitude (g = 980.6199 gals.).
 FM0230
 FM0230.The modeled gravity was interpolated from observed gravity values.
 FM0230
 FM0230;                    North         East    Units  Estimated Accuracy
 FM0230;SPC TX N     - 1,165,970.      138,910.      MT  (+/- 180 meters Scaled)
 FM0230
 FM0230                          SUPERSEDED SURVEY CONTROL
 FM0230
 FM0230  NGVD 29 (??/??/92)  957.769  (m)         3142.28   (f) ADJ UNCH    1 2
 FM0230
 FM0230.Superseded values are not recommended for survey control.
 FM0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0230.See file dsdata.txt to determine how the superseded data were derived.
 FM0230
 FM0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV564315(NAD 83)
 FM0230_MARKER: DB = BENCH MARK DISK
 FM0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0230_SP_SET: ABUTMENT
 FM0230_STAMPING: N-236 1933
 FM0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0230
 FM0230  HISTORY     - Date     Condition        Report By
 FM0230  HISTORY     - 1933     MONUMENTED       CGS
 FM0230  HISTORY     - 1965     POOR             USGS
 FM0230  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0230
 FM0230                          STATION DESCRIPTION
 FM0230
 FM0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0230'4.6 MI SE FROM TASCOSA.
 FM0230'4.6 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0230'CITY RAILROAD.  AT CONCRETE BRIDGE NO. 367-71.  13 POLES NORTH EAST OF
 FM0230'MILE POLE NO. 368.  SET IN SOUTH EAST SIDE OF THE NORTH EAST ABUTMENT.
 FM0230
 FM0230                          STATION RECOVERY (1965)
 FM0230
 FM0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0230'MARK RECOVERED IN POOR CONDITION.
 FM0230
 FM0230                          STATION RECOVERY (1985)
 FM0230
 FM0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0230'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0025 ***********************************************************************
 GL0025  DESIGNATION -  N 237
 GL0025  PID         -  GL0025
 GL0025  STATE/COUNTY-  TX/DALLAM
 GL0025  USGS QUAD   -  CHAMBERLIN (1973)
 GL0025
 GL0025                         *CURRENT SURVEY CONTROL
 GL0025  ___________________________________________________________________
 GL0025* NAD 83(1986)-  36 07 38.     (N)    102 25 13.     (W)     SCALED    
 GL0025* NAVD 88     -      1217.141  (meters)    3993.24   (feet)  ADJUSTED  
 GL0025  ___________________________________________________________________
 GL0025  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 GL0025  DYNAMIC HT  -        1215.740 (meters)    3988.64  (feet)  COMP
 GL0025  MODELED GRAV-     979,439.1   (mgal)                       NAVD 88
 GL0025
 GL0025  VERT ORDER  -  FIRST     CLASS II
 GL0025
 GL0025.The horizontal coordinates were scaled from a topographic map and have
 GL0025.an estimated accuracy of +/- 6 seconds.
 GL0025
 GL0025.The orthometric height was determined by differential leveling
 GL0025.and adjusted by the National Geodetic Survey in June 1991..
 GL0025
 GL0025.The geoid height was determined by GEOID03.
 GL0025
 GL0025.The dynamic height is computed by dividing the NAVD 88
 GL0025.geopotential number by the normal gravity value computed on the
 GL0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0025.degrees latitude (g = 980.6199 gals.).
 GL0025
 GL0025.The modeled gravity was interpolated from observed gravity values.
 GL0025
 GL0025;                    North         East    Units  Estimated Accuracy
 GL0025;SPC TX N     - 1,236,380.      117,160.      MT  (+/- 180 meters Scaled)
 GL0025
 GL0025                          SUPERSEDED SURVEY CONTROL
 GL0025
 GL0025.No superseded survey control is available for this station.
 GL0025
 GL0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA321011(NAD 83)
 GL0025_MARKER: DB = BENCH MARK DISK
 GL0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0025_STAMPING: N-237, 1933
 GL0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0025+STABILITY: SURFACE MOTION
 GL0025
 GL0025  HISTORY     - Date     Condition        Report By
 GL0025  HISTORY     - 1933     MONUMENTED       CGS
 GL0025  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0025
 GL0025                          STATION DESCRIPTION
 GL0025
 GL0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0025'6.9 MI NE FROM DALHART.
 GL0025'6.9 MILES NORTH EAST OF DALHART DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0025'AT ROAD CROSSING, 18 POLES SOUTH WEST OF MILE POLE NO. 538.  SET IN
 GL0025'POST, 45 FEET NORTH WEST OF THE CENTERLINE OF THE TRACKS AND 3 FEET
 GL0025'NORTH EAST OF POLE.
 GL0025
 GL0025                          STATION RECOVERY (1973)
 GL0025
 GL0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0430 ***********************************************************************
 GK0430  DESIGNATION -  N 238
 GK0430  PID         -  GK0430
 GK0430  STATE/COUNTY-  TX/SHERMAN
 GK0430  USGS QUAD   -  STEVENS (1965)
 GK0430
 GK0430                         *CURRENT SURVEY CONTROL
 GK0430  ___________________________________________________________________
 GK0430* NAD 83(1986)-  36 26 12.     (N)    101 53 45.     (W)     SCALED    
 GK0430* NAVD 88     -      1069.290  (meters)    3508.16   (feet)  ADJUSTED  
 GK0430  ___________________________________________________________________
 GK0430  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 GK0430  DYNAMIC HT  -        1068.130 (meters)    3504.36  (feet)  COMP
 GK0430  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 GK0430
 GK0430  VERT ORDER  -  FIRST     CLASS II
 GK0430
 GK0430.The horizontal coordinates were scaled from a topographic map and have
 GK0430.an estimated accuracy of +/- 6 seconds.
 GK0430
 GK0430.The orthometric height was determined by differential leveling
 GK0430.and adjusted by the National Geodetic Survey in June 1991..
 GK0430
 GK0430.The geoid height was determined by GEOID03.
 GK0430
 GK0430.The dynamic height is computed by dividing the NAVD 88
 GK0430.geopotential number by the normal gravity value computed on the
 GK0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0430.degrees latitude (g = 980.6199 gals.).
 GK0430
 GK0430.The modeled gravity was interpolated from observed gravity values.
 GK0430
 GK0430;                    North         East    Units  Estimated Accuracy
 GK0430;SPC TX N     - 1,270,400.      164,510.      MT  (+/- 180 meters Scaled)
 GK0430
 GK0430                          SUPERSEDED SURVEY CONTROL
 GK0430
 GK0430  NGVD 29 (??/??/92) 1068.800  (m)         3506.55   (f) ADJ UNCH    1 2
 GK0430
 GK0430.Superseded values are not recommended for survey control.
 GK0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0430.See file dsdata.txt to determine how the superseded data were derived.
 GK0430
 GK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF404362(NAD 83)
 GK0430_MARKER: DB = BENCH MARK DISK
 GK0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0430_STAMPING: N-238 1933
 GK0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0430+STABILITY: SURFACE MOTION
 GK0430
 GK0430  HISTORY     - Date     Condition        Report By
 GK0430  HISTORY     - 1933     MONUMENTED       CGS
 GK0430
 GK0430                          STATION DESCRIPTION
 GK0430
 GK0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0430'12.0 MI NE FROM STRATFORD.
 GK0430'12.0 MILES NORTH EAST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GK0430'RAILROAD.  10 POLES SOUTH WEST OF MILE POLE NO. 502.  SET IN POST, 95
 GK0430'FEET SOUTH EAST OF THE CENTER LINE OF THE TRACKS AND 5 FEET NORTH WEST
 GK0430'OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0832 ***********************************************************************
 BZ0832  DESIGNATION -  N 239
 BZ0832  PID         -  BZ0832
 BZ0832  STATE/COUNTY-  TX/BELL
 BZ0832  USGS QUAD   -  BELTON (1993)
 BZ0832
 BZ0832                         *CURRENT SURVEY CONTROL
 BZ0832  ___________________________________________________________________
 BZ0832* NAD 83(1986)-  31 02 39.     (N)    097 28 57.     (W)     SCALED    
 BZ0832* NAVD 88     -       205.161  (meters)     673.10   (feet)  ADJUSTED  
 BZ0832  ___________________________________________________________________
 BZ0832  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ0832  DYNAMIC HT  -         204.889 (meters)     672.21  (feet)  COMP
 BZ0832  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 BZ0832
 BZ0832  VERT ORDER  -  FIRST     CLASS II
 BZ0832
 BZ0832.The horizontal coordinates were scaled from a topographic map and have
 BZ0832.an estimated accuracy of +/- 6 seconds.
 BZ0832
 BZ0832.The orthometric height was determined by differential leveling
 BZ0832.and adjusted by the National Geodetic Survey in June 1991..
 BZ0832
 BZ0832.The geoid height was determined by GEOID03.
 BZ0832
 BZ0832.The dynamic height is computed by dividing the NAVD 88
 BZ0832.geopotential number by the normal gravity value computed on the
 BZ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0832.degrees latitude (g = 980.6199 gals.).
 BZ0832
 BZ0832.The modeled gravity was interpolated from observed gravity values.
 BZ0832
 BZ0832;                    North         East    Units  Estimated Accuracy
 BZ0832;SPC TX C     - 3,156,190.      972,080.      MT  (+/- 180 meters Scaled)
 BZ0832
 BZ0832                          SUPERSEDED SURVEY CONTROL
 BZ0832
 BZ0832  NGVD 29 (??/??/92)  205.095  (m)          672.88   (f) ADJ UNCH    1 2
 BZ0832
 BZ0832.Superseded values are not recommended for survey control.
 BZ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0832.See file dsdata.txt to determine how the superseded data were derived.
 BZ0832
 BZ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV448354(NAD 83)
 BZ0832_MARKER: DB = BENCH MARK DISK
 BZ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0832_STAMPING: N 239 1953
 BZ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0832+STABILITY: SURFACE MOTION
 BZ0832
 BZ0832  HISTORY     - Date     Condition        Report By
 BZ0832  HISTORY     - 1953     MONUMENTED       CGS
 BZ0832  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0832  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0832
 BZ0832                          STATION DESCRIPTION
 BZ0832
 BZ0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0832'IN BELTON.
 BZ0832'AT BELTON AIRPORT, BELL COUNTY, 0.2 MILE SOUTH OF THE ENTRANCE GATE,
 BZ0832'NEAR THE HANGARS, 336 FEET EAST OF THE CENTERLINE OF THE
 BZ0832'NORTH-AND-SOUTH RUNWAY, 2 FEET WEST OF A FENCE, AND 3 FEET SOUTH OF A
 BZ0832'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 BZ0832'PROJECTING 0.2 FOOT ABOVE GROUND.
 BZ0832
 BZ0832                          STATION RECOVERY (1983)
 BZ0832
 BZ0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0832'MARK NOT FOUND.
 BZ0832
 BZ0832                          STATION RECOVERY (2003)
 BZ0832
 BZ0832'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0552 ***********************************************************************
 AB0552  DESIGNATION -  N 24
 AB0552  PID         -  AB0552
 AB0552  STATE/COUNTY-  TX/CAMERON
 AB0552  USGS QUAD   -  WILLAMAR SW (1983)
 AB0552
 AB0552                         *CURRENT SURVEY CONTROL
 AB0552  ___________________________________________________________________
 AB0552* NAD 83(1986)-  26 15 27.     (N)    097 39 42.     (W)     SCALED    
 AB0552* NAVD 88     -         9.070  (meters)      29.76   (feet)  ADJUSTED  
 AB0552  ___________________________________________________________________
 AB0552  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AB0552  DYNAMIC HT  -           9.055 (meters)      29.71  (feet)  COMP
 AB0552  MODELED GRAV-     979,041.8   (mgal)                       NAVD 88
 AB0552
 AB0552  VERT ORDER  -  SECOND    CLASS 0
 AB0552
 AB0552.The horizontal coordinates were scaled from a topographic map and have
 AB0552.an estimated accuracy of +/- 6 seconds.
 AB0552
 AB0552.The orthometric height was determined by differential leveling
 AB0552.and adjusted by the National Geodetic Survey in June 1991..
 AB0552
 AB0552.The geoid height was determined by GEOID03.
 AB0552
 AB0552.The dynamic height is computed by dividing the NAVD 88
 AB0552.geopotential number by the normal gravity value computed on the
 AB0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0552.degrees latitude (g = 980.6199 gals.).
 AB0552
 AB0552.The modeled gravity was interpolated from observed gravity values.
 AB0552
 AB0552;                    North         East    Units  Estimated Accuracy
 AB0552;SPC TX S     - 5,065,740.      383,750.      MT  (+/- 180 meters Scaled)
 AB0552
 AB0552                          SUPERSEDED SURVEY CONTROL
 AB0552
 AB0552  NGVD 29 (??/??/92)    9.163  (m)           30.06   (f) ADJ UNCH    2 0
 AB0552
 AB0552.Superseded values are not recommended for survey control.
 AB0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0552.See file dsdata.txt to determine how the superseded data were derived.
 AB0552
 AB0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ336048(NAD 83)
 AB0552_MARKER: DD = SURVEY DISK
 AB0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0552_SP_SET: BRIDGE
 AB0552_STAMPING: N 24 30 28
 AB0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0552
 AB0552  HISTORY     - Date     Condition        Report By
 AB0552  HISTORY     - UNK      MONUMENTED
 AB0552  HISTORY     - 1942     GOOD             NGS
 AB0552
 AB0552                          STATION DESCRIPTION
 AB0552
 AB0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0552'5.2 MI NE FROM COMBES.
 AB0552'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0552'ROAD, GO 4.5 MILES.  TURN NORTHERLY (LEFT) AND GO 0.7 MILE TO A SMALL
 AB0552'BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP
 AB0552'OF THE NORTHWEST CONCRETE WINGWALL OF THE BRIDGE, IT IS ABOUT 0.1 MILE
 AB0552'NORTH OF THE BRIGGS-COLEMAN SCHOOL.  12 FEET WEST OF AND THE SAME
 AB0552'ELEVATION AS THE CENTERLINE OF THE ROAD.  A CAMERON COUNTY DISK,
 AB0552'STAMPED N 24 30.28 SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0817 ***********************************************************************
 AW0817  DESIGNATION -  N 24
 AW0817  PID         -  AW0817
 AW0817  STATE/COUNTY-  TX/HARRIS
 AW0817  USGS QUAD   -  HARMASTON (1982)
 AW0817
 AW0817                         *CURRENT SURVEY CONTROL
 AW0817  ___________________________________________________________________
 AW0817* NAD 83(1986)-  29 56 03.     (N)    095 14 14.     (W)     SCALED    
 AW0817* NAVD 88     -        15.942  (meters)      52.30   (feet)  ADJUSTED  
 AW0817  ___________________________________________________________________
 AW0817  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW0817  DYNAMIC HT  -          15.921 (meters)      52.23  (feet)  COMP
 AW0817  MODELED GRAV-     979,296.6   (mgal)                       NAVD 88
 AW0817
 AW0817  VERT ORDER  -  FIRST     CLASS II
 AW0817
 AW0817.The horizontal coordinates were scaled from a topographic map and have
 AW0817.an estimated accuracy of +/- 6 seconds.
 AW0817
 AW0817.The orthometric height was determined by differential leveling
 AW0817.and adjusted by the National Geodetic Survey in June 1991..
 AW0817
 AW0817.The geoid height was determined by GEOID03.
 AW0817
 AW0817.The dynamic height is computed by dividing the NAVD 88
 AW0817.geopotential number by the normal gravity value computed on the
 AW0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0817.degrees latitude (g = 980.6199 gals.).
 AW0817
 AW0817.The modeled gravity was interpolated from observed gravity values.
 AW0817
 AW0817;                    North         East    Units  Estimated Accuracy
 AW0817;SPC TXSC     - 4,238,680.      963,200.      MT  (+/- 180 meters Scaled)
 AW0817
 AW0817                          SUPERSEDED SURVEY CONTROL
 AW0817
 AW0817  NGVD 29 (12/23/87)   15.940  (m)           52.30   (f) ADJUSTED    1 2
 AW0817
 AW0817.Superseded values are not recommended for survey control.
 AW0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0817.See file dsdata.txt to determine how the superseded data were derived.
 AW0817
 AW0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP840135(NAD 83)
 AW0817_MARKER: DD = SURVEY DISK
 AW0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0817_SP_SET: CONCRETE POST
 AW0817_STAMPING: N 24
 AW0817_MARK LOGO: TXHD  
 AW0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0817+STABILITY: SURFACE MOTION
 AW0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0817+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AW0817
 AW0817  HISTORY     - Date     Condition        Report By
 AW0817  HISTORY     - UNK      MONUMENTED       TXHD
 AW0817  HISTORY     - 1978     GOOD             NGS
 AW0817  HISTORY     - 1987     GOOD             NGS
 AW0817  HISTORY     - 20040330 GOOD             USPSQD
 AW0817
 AW0817                          STATION DESCRIPTION
 AW0817
 AW0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0817'7.8 MI SE FROM HUMBLE.
 AW0817'0.4 MILE EAST ALONG BARRETT ROAD, THENCE 4.5 MILES SOUTH ALONG HUMBLE
 AW0817'ROAD, AND THENCE 2.9 MILES EAST ALONG NORTH BELT, 0.2 MILES WEST OF
 AW0817'GARDNER BAYOU, 102 FEET SOUTH OF THE CENTERLINE OF OLD NORTH BELT,
 AW0817'25 FEET EAST OF FENCE CORNER, 1 FOOT NORTH OF THE WEST END OF WIRE
 AW0817'GATE, AND 1 FOOT SOUTH OF WITNESS POST.
 AW0817
 AW0817                          STATION RECOVERY (1987)
 AW0817
 AW0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0817'RECOVERED IN GOOD CONDITION.
 AW0817
 AW0817                          STATION RECOVERY (2004)
 AW0817
 AW0817'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0482 ***********************************************************************
 BM0482  DESIGNATION -  N 240
 BM0482  PID         -  BM0482
 BM0482  STATE/COUNTY-  TX/TRAVIS
 BM0482  USGS QUAD   -  ELGIN WEST (1982)
 BM0482
 BM0482                         *CURRENT SURVEY CONTROL
 BM0482  ___________________________________________________________________
 BM0482* NAD 83(1986)-  30 19 45.     (N)    097 29 41.     (W)     SCALED    
 BM0482* NAVD 88     -       148.85   (+/-2cm)     488.4    (feet)  VERTCON   
 BM0482  ___________________________________________________________________
 BM0482  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0482
 BM0482  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0482
 BM0482.The horizontal coordinates were scaled from a topographic map and have
 BM0482.an estimated accuracy of +/- 6 seconds.
 BM0482
 BM0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0482.The vertical order pertains to the NGVD 29 superseded value.
 BM0482
 BM0482.The geoid height was determined by GEOID03.
 BM0482
 BM0482;                    North         East    Units  Estimated Accuracy
 BM0482;SPC TX C     - 3,076,930.      972,940.      MT  (+/- 180 meters Scaled)
 BM0482
 BM0482                          SUPERSEDED SURVEY CONTROL
 BM0482
 BM0482  NGVD 29 (??/??/92)  148.766  (m)          488.08   (f) ADJ UNCH    1 2
 BM0482
 BM0482.Superseded values are not recommended for survey control.
 BM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0482.See file dsdata.txt to determine how the superseded data were derived.
 BM0482
 BM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU447562(NAD 83)
 BM0482_MARKER: DB = BENCH MARK DISK
 BM0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0482_STAMPING: N 240 1953
 BM0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0482+STABILITY: SURFACE MOTION
 BM0482
 BM0482  HISTORY     - Date     Condition        Report By
 BM0482  HISTORY     - 1953     MONUMENTED       CGS
 BM0482  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 BM0482  HISTORY     - 19990123 GOOD             USPSQD
 BM0482  HISTORY     - 20030308 GOOD             USPSQD
 BM0482
 BM0482                          STATION DESCRIPTION
 BM0482
 BM0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0482'8.45 MI W FROM ELGIN.
 BM0482'8.45 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0482'STATION AT ELGIN, 54 FEET EAST OF THE 3RD POLE WEST OF MILEPOST 96,
 BM0482'27.5 FEET SOUTH OF THE SOUTH RAIL, 39 FEET NORTH OF THE CENTER LINE OF
 BM0482'A GRAVELED ROAD, 3.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BM0482'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0482
 BM0482                          STATION RECOVERY (1991)
 BM0482
 BM0482'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0482'MARK NOT FOUND.
 BM0482
 BM0482                          STATION RECOVERY (1999)
 BM0482
 BM0482'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0482'RECOVERED IN GOOD CONDITION.
 BM0482
 BM0482                          STATION RECOVERY (2003)
 BM0482
 BM0482'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0303 ***********************************************************************
 GL0303  DESIGNATION -  N 241
 GL0303  PID         -  GL0303
 GL0303  STATE/COUNTY-  TX/DALLAM
 GL0303  USGS QUAD   -  DALHART WEST (1973)
 GL0303
 GL0303                         *CURRENT SURVEY CONTROL
 GL0303  ___________________________________________________________________
 GL0303* NAD 83(1986)-  36 07 27.     (N)    102 30 32.     (W)     SCALED    
 GL0303* NAVD 88     -      1221.723  (meters)    4008.27   (feet)  ADJUSTED  
 GL0303  ___________________________________________________________________
 GL0303  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 GL0303  DYNAMIC HT  -        1220.310 (meters)    4003.63  (feet)  COMP
 GL0303  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 GL0303
 GL0303  VERT ORDER  -  FIRST     CLASS II
 GL0303
 GL0303.The horizontal coordinates were scaled from a topographic map and have
 GL0303.an estimated accuracy of +/- 6 seconds.
 GL0303
 GL0303.The orthometric height was determined by differential leveling
 GL0303.and adjusted by the National Geodetic Survey in June 1991..
 GL0303
 GL0303.The geoid height was determined by GEOID03.
 GL0303
 GL0303.The dynamic height is computed by dividing the NAVD 88
 GL0303.geopotential number by the normal gravity value computed on the
 GL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0303.degrees latitude (g = 980.6199 gals.).
 GL0303
 GL0303.The modeled gravity was interpolated from observed gravity values.
 GL0303
 GL0303;                    North         East    Units  Estimated Accuracy
 GL0303;SPC TX N     - 1,236,120.      109,180.      MT  (+/- 180 meters Scaled)
 GL0303
 GL0303                          SUPERSEDED SURVEY CONTROL
 GL0303
 GL0303.No superseded survey control is available for this station.
 GL0303
 GL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA241005(NAD 83)
 GL0303_MARKER: DB = BENCH MARK DISK
 GL0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0303_SP_SET: MONUMENT
 GL0303_STAMPING: N - 241 1933
 GL0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0303
 GL0303  HISTORY     - Date     Condition        Report By
 GL0303  HISTORY     - 1933     MONUMENTED       CGS
 GL0303  HISTORY     - 1934     GOOD             NGS
 GL0303  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0303  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0303
 GL0303                          STATION DESCRIPTION
 GL0303
 GL0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0303'4.6 MI N FROM DALHART.
 GL0303'4.6 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 GL0303'HIGHWAY NO. 41.  61 FT. EAST OF THE CENTER OF THE HIGHWAY.  30 FT.
 GL0303'EAST OF FENCE CORNER.  35 FT. SOUTH OF THE CENTER OF AN EAST AND WEST
 GL0303'COUNTY ROAD.  NOTE-- OLD TEXAS HIGHWAY 41 HAS BEEN WIDENED AND IS NOW
 GL0303'US HIGHWAY 385.
 GL0303
 GL0303                          STATION RECOVERY (1973)
 GL0303
 GL0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0303'MARK NOT FOUND.
 GL0303
 GL0303                          STATION RECOVERY (1985)
 GL0303
 GL0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0303'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0584 ***********************************************************************
 DN0584  DESIGNATION -  N 245
 DN0584  PID         -  DN0584
 DN0584  STATE/COUNTY-  TX/COOKE
 DN0584  USGS QUAD   -  MUENSTER EAST (1978)
 DN0584
 DN0584                         *CURRENT SURVEY CONTROL
 DN0584  ___________________________________________________________________
 DN0584* NAD 83(1986)-  33 38 09.     (N)    097 21 01.     (W)     SCALED    
 DN0584* NAVD 88     -       283.890  (meters)     931.40   (feet)  ADJUSTED  
 DN0584  ___________________________________________________________________
 DN0584  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DN0584  DYNAMIC HT  -         283.588 (meters)     930.40  (feet)  COMP
 DN0584  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 DN0584
 DN0584  VERT ORDER  -  SECOND    CLASS 0
 DN0584
 DN0584.The horizontal coordinates were scaled from a topographic map and have
 DN0584.an estimated accuracy of +/- 6 seconds.
 DN0584
 DN0584.The orthometric height was determined by differential leveling
 DN0584.and adjusted by the National Geodetic Survey in June 1991..
 DN0584
 DN0584.The geoid height was determined by GEOID03.
 DN0584
 DN0584.The dynamic height is computed by dividing the NAVD 88
 DN0584.geopotential number by the normal gravity value computed on the
 DN0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0584.degrees latitude (g = 980.6199 gals.).
 DN0584
 DN0584.The modeled gravity was interpolated from observed gravity values.
 DN0584
 DN0584;                    North         East    Units  Estimated Accuracy
 DN0584;SPC TXNC     - 2,218,950.      706,660.      MT  (+/- 180 meters Scaled)
 DN0584
 DN0584                          SUPERSEDED SURVEY CONTROL
 DN0584
 DN0584  NGVD 29 (??/??/92)  283.826  (m)          931.19   (f) ADJ UNCH    2 0
 DN0584
 DN0584.Superseded values are not recommended for survey control.
 DN0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0584.See file dsdata.txt to determine how the superseded data were derived.
 DN0584
 DN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC530229(NAD 83)
 DN0584_MARKER: DB = BENCH MARK DISK
 DN0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0584_STAMPING: N 245 1934
 DN0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0584+STABILITY: SURFACE MOTION
 DN0584
 DN0584  HISTORY     - Date     Condition        Report By
 DN0584  HISTORY     - 1934     MONUMENTED       CGS
 DN0584  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN0584
 DN0584                          STATION DESCRIPTION
 DN0584
 DN0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0584'2.2 MI W FROM MYRA.
 DN0584'ABOUT 2.2 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0584'FROM THE STATION AT MYRA, COOKE COUNTY, ABOUT 500 FEET EAST OF A
 DN0584'BRIDGE, ABOUT 50 FEET NORTH OF THE RAIL, IN A FENCE LINE, AND ABOUT
 DN0584'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N 245 1934 AND SET IN
 DN0584'THE TOP OF A CONCRETE POST.
 DN0584
 DN0584                          STATION RECOVERY (1995)
 DN0584
 DN0584'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2073 ***********************************************************************
 BY2073  DESIGNATION -  N 248
 BY2073  PID         -  BY2073
 BY2073  STATE/COUNTY-  TX/ANDERSON
 BY2073  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2073
 BY2073                         *CURRENT SURVEY CONTROL
 BY2073  ___________________________________________________________________
 BY2073* NAD 83(1986)-  31 48 37.     (N)    095 34 12.     (W)     SCALED    
 BY2073* NAVD 88     -       108.635  (meters)     356.41   (feet)  ADJUSTED  
 BY2073  ___________________________________________________________________
 BY2073  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BY2073  DYNAMIC HT  -         108.503 (meters)     355.98  (feet)  COMP
 BY2073  MODELED GRAV-     979,426.1   (mgal)                       NAVD 88
 BY2073
 BY2073  VERT ORDER  -  FIRST     CLASS II
 BY2073
 BY2073.The horizontal coordinates were scaled from a topographic map and have
 BY2073.an estimated accuracy of +/- 6 seconds.
 BY2073
 BY2073.The orthometric height was determined by differential leveling
 BY2073.and adjusted by the National Geodetic Survey in June 1991..
 BY2073
 BY2073.The geoid height was determined by GEOID03.
 BY2073
 BY2073.The dynamic height is computed by dividing the NAVD 88
 BY2073.geopotential number by the normal gravity value computed on the
 BY2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2073.degrees latitude (g = 980.6199 gals.).
 BY2073
 BY2073.The modeled gravity was interpolated from observed gravity values.
 BY2073
 BY2073;                    North         East    Units  Estimated Accuracy
 BY2073;SPC TX C     - 3,247,290.    1,150,880.      MT  (+/- 180 meters Scaled)
 BY2073
 BY2073                          SUPERSEDED SURVEY CONTROL
 BY2073
 BY2073  NGVD 29 (??/??/92)  108.637  (m)          356.42   (f) ADJ UNCH    1 2
 BY2073
 BY2073.Superseded values are not recommended for survey control.
 BY2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2073.See file dsdata.txt to determine how the superseded data were derived.
 BY2073
 BY2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR567222(NAD 83)
 BY2073_MARKER: DB = BENCH MARK DISK
 BY2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2073_STAMPING: N 248 1952
 BY2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2073+STABILITY: SURFACE MOTION
 BY2073
 BY2073  HISTORY     - Date     Condition        Report By
 BY2073  HISTORY     - 1952     MONUMENTED       CGS
 BY2073  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2073  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2073
 BY2073                          STATION DESCRIPTION
 BY2073
 BY2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2073'5.0 MI NE FROM PALESTINE.
 BY2073'5.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY2073'PALESTINE, 400 FEET SOUTHWEST OF A SINCLAIR SERVICE STATION, AT THE
 BY2073'SOUTHWEST EDGE OF A ROADSIDE PARK, 78 FEET NORTHWEST OF THE CENTER
 BY2073'LINE OF THE HIGHWAY, 14 FEET SOUTHWEST OF A 20 INCH PINE TREE, 1 FOOT
 BY2073'EAST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 BY2073'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY2073
 BY2073                          STATION RECOVERY (1977)
 BY2073
 BY2073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2073'MARK NOT FOUND.
 BY2073
 BY2073                          STATION RECOVERY (1980)
 BY2073
 BY2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2056 ***********************************************************************
 BY2056  DESIGNATION -  N 249 RESET 1960
 BY2056  PID         -  BY2056
 BY2056  STATE/COUNTY-  TX/ANDERSON
 BY2056  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2056
 BY2056                         *CURRENT SURVEY CONTROL
 BY2056  ___________________________________________________________________
 BY2056* NAD 83(1986)-  31 43 30.     (N)    095 41 07.     (W)     SCALED    
 BY2056* NAVD 88     -       108.931  (meters)     357.38   (feet)  ADJUSTED  
 BY2056  ___________________________________________________________________
 BY2056  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2056  DYNAMIC HT  -         108.799 (meters)     356.95  (feet)  COMP
 BY2056  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 BY2056
 BY2056  VERT ORDER  -  FIRST     CLASS II
 BY2056
 BY2056.The horizontal coordinates were scaled from a topographic map and have
 BY2056.an estimated accuracy of +/- 6 seconds.
 BY2056
 BY2056.The orthometric height was determined by differential leveling
 BY2056.and adjusted by the National Geodetic Survey in June 1991..
 BY2056
 BY2056.The geoid height was determined by GEOID03.
 BY2056
 BY2056.The dynamic height is computed by dividing the NAVD 88
 BY2056.geopotential number by the normal gravity value computed on the
 BY2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2056.degrees latitude (g = 980.6199 gals.).
 BY2056
 BY2056.The modeled gravity was interpolated from observed gravity values.
 BY2056
 BY2056;                    North         East    Units  Estimated Accuracy
 BY2056;SPC TX C     - 3,237,390.    1,140,370.      MT  (+/- 180 meters Scaled)
 BY2056
 BY2056                          SUPERSEDED SURVEY CONTROL
 BY2056
 BY2056  NGVD 29 (??/??/??)  108.89   (m)          357.2    (f) RESET       3  
 BY2056
 BY2056.Superseded values are not recommended for survey control.
 BY2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2056.See file dsdata.txt to determine how the superseded data were derived.
 BY2056
 BY2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR455130(NAD 83)
 BY2056_MARKER: DB = BENCH MARK DISK
 BY2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2056_STAMPING: N 249 RESET 1960
 BY2056_PROJECTION: FLUSH
 BY2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2056+STABILITY: SURFACE MOTION
 BY2056
 BY2056  HISTORY     - Date     Condition        Report By
 BY2056  HISTORY     - 1960     MONUMENTED       CGS
 BY2056  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2056  HISTORY     - 1980     GOOD             NGS
 BY2056  HISTORY     - 1990     GOOD             USPSQD
 BY2056  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2056
 BY2056                          STATION DESCRIPTION
 BY2056
 BY2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2056'4.2 MI SW FROM PALESTINE.
 BY2056'4.2 MILES SOUTHWEST OF PALESTINE ALONG THE NORTHWEST RIGHT-OF-WAY LINE
 BY2056'OF U.S. HIGHWAYS NOS. 84 AND 79, 3 FEET NORTHEAST OF A TELEGRAPH POLE
 BY2056'18 INCHES NORTH OF A 4X4 POST AND ABOUT 50 YARDS SOUTH OF A SMALL
 BY2056'WHITE HOUSE, TO REACH FROM THE DEPOT IN PALESTINE, GO SOUTHWEST 0.8
 BY2056'MILE TO THE JUNCTION WITH HIGHWAY NOS. 84 AND 79, SOUTHWEST ON THE
 BY2056'HIGHWAY 3.4 MILES TO THE MARK ON THE RIGHT.
 BY2056
 BY2056                          STATION RECOVERY (1977)
 BY2056
 BY2056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2056'MARK NOT FOUND.
 BY2056
 BY2056                          STATION RECOVERY (1980)
 BY2056
 BY2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2056'2.4 KM. (1.5 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2056'FEDERAL BUILDING IN PALESTINE, THENCE 4.7 KM. (2.9 MI.) SOUTHWEST
 BY2056'ALONG U.S. HIGHWAY 79, AT THE JUNCTION OF A PAVED DRIVE LEADING
 BY2056'NORTHWEST TO STORAGE BUILDINGS OWNED BY MRS. KAISER, AT THE NORTHWEST
 BY2056'RIGHT-OF-WAY OF THE HIGHWAY, 14.9 M. (49.0 FT.) NORTHWEST OF THE
 BY2056'CENTERLINE OF THE HIGHWAY, 4.6 M. (15.0 FT.) SOUTHWEST OF THE
 BY2056'CENTERLINE OF THE DRIVE, 36.9 M. (121 FT.) SOUTH OF THE SOUTH CORNER
 BY2056'OF A SMALL WHITE HOUSE OWNED BY MRS. KAISER, 3.0 M. (10.0 FT.) WEST OF
 BY2056'A 30-CM. ROUND CONCRETE PIPE CULVERT, 0.5 M. (1.5 FT.) SOUTHWEST OF
 BY2056'TELEPHONE POLE NUMBER 82.
 BY2056'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 BY2056
 BY2056                          STATION RECOVERY (1990)
 BY2056
 BY2056'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2056'RECOVERED IN GOOD CONDITION.
 BY2056
 BY2056                          STATION RECOVERY (2002)
 BY2056
 BY2056'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0818 ***********************************************************************
 AW0818  DESIGNATION -  N 25
 AW0818  PID         -  AW0818
 AW0818  STATE/COUNTY-  TX/HARRIS
 AW0818  USGS QUAD   -  HARMASTON (1982)
 AW0818
 AW0818                         *CURRENT SURVEY CONTROL
 AW0818  ___________________________________________________________________
 AW0818* NAD 83(1986)-  29 56 03.     (N)    095 13 22.     (W)     SCALED    
 AW0818* NAVD 88     -        17.956  (meters)      58.91   (feet)  ADJUSTED  
 AW0818  ___________________________________________________________________
 AW0818  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0818  DYNAMIC HT  -          17.931 (meters)      58.83  (feet)  COMP
 AW0818  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 AW0818
 AW0818  VERT ORDER  -  FIRST     CLASS II
 AW0818
 AW0818.The horizontal coordinates were scaled from a topographic map and have
 AW0818.an estimated accuracy of +/- 6 seconds.
 AW0818
 AW0818.The orthometric height was determined by differential leveling
 AW0818.and adjusted by the National Geodetic Survey in June 1991..
 AW0818
 AW0818.The geoid height was determined by GEOID03.
 AW0818
 AW0818.The dynamic height is computed by dividing the NAVD 88
 AW0818.geopotential number by the normal gravity value computed on the
 AW0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0818.degrees latitude (g = 980.6199 gals.).
 AW0818
 AW0818.The modeled gravity was interpolated from observed gravity values.
 AW0818
 AW0818;                    North         East    Units  Estimated Accuracy
 AW0818;SPC TXSC     - 4,238,720.      964,600.      MT  (+/- 180 meters Scaled)
 AW0818
 AW0818                          SUPERSEDED SURVEY CONTROL
 AW0818
 AW0818  NGVD 29 (12/23/87)   17.953  (m)           58.90   (f) ADJUSTED    1 2
 AW0818
 AW0818.Superseded values are not recommended for survey control.
 AW0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0818.See file dsdata.txt to determine how the superseded data were derived.
 AW0818
 AW0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP854135(NAD 83)
 AW0818_MARKER: DD = SURVEY DISK
 AW0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0818_SP_SET: CONCRETE POST
 AW0818_STAMPING: N 25
 AW0818_MARK LOGO: TXHD  
 AW0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0818+STABILITY: SURFACE MOTION
 AW0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0818+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AW0818
 AW0818  HISTORY     - Date     Condition        Report By
 AW0818  HISTORY     - UNK      MONUMENTED       TXHD
 AW0818  HISTORY     - 1978     GOOD             NGS
 AW0818  HISTORY     - 1987     GOOD             NGS
 AW0818  HISTORY     - 20040330 GOOD             USPSQD
 AW0818
 AW0818                          STATION DESCRIPTION
 AW0818
 AW0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0818'8.7 MI SE FROM HUMBLE.
 AW0818'0.45 MILES EAST ALONG BARRETT ROAD, THENCE 4.5 MILES SOUTH ALONG OLD
 AW0818'HUMBLE ROAD, AND THENCE 3.8 MILES EAST ALONG NORTH BELT, 0.7 MILES
 AW0818'EAST OF GARDNER BAYOU, AT THE T JUNCTION OF A PAVED ROAD NORTH NOW
 AW0818'UNDER CONSTRUCTION TO HOUSING AREA, 98 FEET SOUTH OF THE CENTERLINE
 AW0818'OF NORTH BELT, 42 FEET WEST OF THE EXTENDED CENTERLINE OF ROAD NORTH,
 AW0818'11.4 FEET NORTH OF WIRE FENCE, AND 2.0 FEET EAST OF WITNESS POST.
 AW0818
 AW0818                          STATION RECOVERY (1987)
 AW0818
 AW0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0818'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  CHANGE--A
 AW0818'PAVED ROAD NORTH TO CRYSTAL PARK DRIVE.
 AW0818
 AW0818                          STATION RECOVERY (2004)
 AW0818
 AW0818'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0371 ***********************************************************************
 BP0371  DESIGNATION -  N 25
 BP0371  PID         -  BP0371
 BP0371  STATE/COUNTY-  TX/BREWSTER
 BP0371  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0371
 BP0371                         *CURRENT SURVEY CONTROL
 BP0371  ___________________________________________________________________
 BP0371* NAD 83(1986)-  30 22 53.     (N)    103 33 27.     (W)     SCALED    
 BP0371* NAVD 88     -      1355.159  (meters)    4446.05   (feet)  POSTED    
 BP0371  ___________________________________________________________________
 BP0371  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 BP0371  DYNAMIC HT  -        1352.950 (meters)    4438.80  (feet)  COMP
 BP0371  MODELED GRAV-     978,966.5   (mgal)                       NAVD 88
 BP0371
 BP0371  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0371
 BP0371.The horizontal coordinates were scaled from a topographic map and have
 BP0371.an estimated accuracy of +/- 6 seconds.
 BP0371
 BP0371.The orthometric height was determined by differential leveling
 BP0371.and adjusted by the National Geodetic Survey in 1992..
 BP0371.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0371.rate of 0.0 thru 1.0 mm/km.
 BP0371
 BP0371.The geoid height was determined by GEOID03.
 BP0371
 BP0371.The dynamic height is computed by dividing the NAVD 88
 BP0371.geopotential number by the normal gravity value computed on the
 BP0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0371.degrees latitude (g = 980.6199 gals.).
 BP0371
 BP0371.The modeled gravity was interpolated from observed gravity values.
 BP0371
 BP0371;                    North         East    Units  Estimated Accuracy
 BP0371;SPC TXSC     - 4,290,940.      162,050.      MT  (+/- 180 meters Scaled)
 BP0371
 BP0371                          SUPERSEDED SURVEY CONTROL
 BP0371
 BP0371.No superseded survey control is available for this station.
 BP0371
 BP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP385619(NAD 83)
 BP0371_MARKER: DB = BENCH MARK DISK
 BP0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0371_STAMPING: ELEV. 4444.594 FT N 25 1917
 BP0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0371+STABILITY: SURFACE MOTION
 BP0371
 BP0371  HISTORY     - Date     Condition        Report By
 BP0371  HISTORY     - 1917     MONUMENTED       CGS
 BP0371  HISTORY     - 1957     GOOD             NGS
 BP0371  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0371
 BP0371                          STATION DESCRIPTION
 BP0371
 BP0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0371'IN STROBEL.
 BP0371'NEAR STROBEL, BREWSTER COUNTY ON THE TEXAS AND NEW ORLEANS RAILROAD,
 BP0371'ABOUT 3 POLES EAST OF THE STATION SIGN, AT MILEPOST 600, AND 33 FEET
 BP0371'NORTH OF THE TRACK.  A STANDARD DISK, STAMPED ELEV. 4444.594 FT N 25
 BP0371'1917 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 BP0371'ABOVE GROUND.
 BP0371
 BP0371                          STATION RECOVERY (1966)
 BP0371
 BP0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0057 ***********************************************************************
 BY0057  DESIGNATION -  N 250
 BY0057  PID         -  BY0057
 BY0057  STATE/COUNTY-  TX/SHELBY
 BY0057  USGS QUAD   -  TENAHA WEST (1984)
 BY0057
 BY0057                         *CURRENT SURVEY CONTROL
 BY0057  ___________________________________________________________________
 BY0057* NAD 83(1986)-  31 56 19.     (N)    094 15 35.     (W)     SCALED    
 BY0057* NAVD 88     -        97.279  (meters)     319.16   (feet)  ADJUSTED  
 BY0057  ___________________________________________________________________
 BY0057  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BY0057  DYNAMIC HT  -          97.164 (meters)     318.78  (feet)  COMP
 BY0057  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 BY0057
 BY0057  VERT ORDER  -  FIRST     CLASS II
 BY0057
 BY0057.The horizontal coordinates were scaled from a topographic map and have
 BY0057.an estimated accuracy of +/- 6 seconds.
 BY0057
 BY0057.The orthometric height was determined by differential leveling
 BY0057.and adjusted by the National Geodetic Survey in June 1991..
 BY0057.WARNING-Repeat measurements at this control monument indicate possible
 BY0057.vertical movement.
 BY0057
 BY0057.The geoid height was determined by GEOID03.
 BY0057
 BY0057.The dynamic height is computed by dividing the NAVD 88
 BY0057.geopotential number by the normal gravity value computed on the
 BY0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0057.degrees latitude (g = 980.6199 gals.).
 BY0057
 BY0057.The modeled gravity was interpolated from observed gravity values.
 BY0057
 BY0057;                    North         East    Units  Estimated Accuracy
 BY0057;SPC TX C     - 3,267,540.    1,274,020.      MT  (+/- 180 meters Scaled)
 BY0057
 BY0057                          SUPERSEDED SURVEY CONTROL
 BY0057
 BY0057  NGVD 29 (??/??/92)   97.300  (m)          319.23   (f) ADJ UNCH    1 2
 BY0057
 BY0057.Superseded values are not recommended for survey control.
 BY0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0057.See file dsdata.txt to determine how the superseded data were derived.
 BY0057
 BY0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR809343(NAD 83)
 BY0057_MARKER: DB = BENCH MARK DISK
 BY0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0057_STAMPING: N 250 1952
 BY0057_PROJECTION: PROJECTING 5 CENTIMETERS
 BY0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0057+STABILITY: SURFACE MOTION
 BY0057
 BY0057  HISTORY     - Date     Condition        Report By
 BY0057  HISTORY     - 1952     MONUMENTED       CGS
 BY0057  HISTORY     - 1979     GOOD             NGS
 BY0057
 BY0057                          STATION DESCRIPTION
 BY0057
 BY0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0057'0.6 MI W FROM TENAHA.
 BY0057'0.6 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE GULF,
 BY0057'COLORADO AND SANTA FE RAILROAD STATION AT TENAHA, 135 FEET SOUTH OF A
 BY0057'SEMAPHORE, 0.1 MILE WEST OF A GRAVELED ROAD LEADING SOUTHWEST, 54 FEET
 BY0057'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 84, 34 FEET SOUTHWEST OF A 24
 BY0057'INCH OAK TREE, 3 FEET EAST OF A TELEPHONE POLE, 3 FEET WEST OF A
 BY0057'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BY0057'FOOT ABOVE THE GROUND.
 BY0057
 BY0057                          STATION RECOVERY (1979)
 BY0057
 BY0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0057'0.95 MILE WEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF U.S. HIGHWAY
 BY0057'96 IN TENAHA, 0.1 MILE WEST OF A GRAVEL ROAD, 135 FT. SOUTH OF A
 BY0057'SEMAPHORE, 52.0 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY, 97.0 FT.
 BY0057'WEST OF POWERLINE POLE NUMBER 17627 WITH A TRANSFORMER AND GUY WIRE,
 BY0057'1.5 FT. SOUTH OF A FENCE.
 BY0057'THE MARK IS 3 FT  W FROM A WITNESS POST.
 BY0057'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1067 ***********************************************************************
 BY1067  DESIGNATION -  N 251
 BY1067  PID         -  BY1067
 BY1067  STATE/COUNTY-  TX/NACOGDOCHES
 BY1067  USGS QUAD   -  REKLAW (1973)
 BY1067
 BY1067                         *CURRENT SURVEY CONTROL
 BY1067  ___________________________________________________________________
 BY1067* NAD 83(1986)-  31 49 11.     (N)    094 55 25.     (W)     SCALED    
 BY1067* NAVD 88     -        91.144  (meters)     299.03   (feet)  ADJUSTED  
 BY1067  ___________________________________________________________________
 BY1067  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY1067  DYNAMIC HT  -          91.034 (meters)     298.67  (feet)  COMP
 BY1067  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 BY1067
 BY1067  VERT ORDER  -  FIRST     CLASS II
 BY1067
 BY1067.The horizontal coordinates were scaled from a topographic map and have
 BY1067.an estimated accuracy of +/- 6 seconds.
 BY1067
 BY1067.The orthometric height was determined by differential leveling
 BY1067.and adjusted by the National Geodetic Survey in June 1991..
 BY1067
 BY1067.The geoid height was determined by GEOID03.
 BY1067
 BY1067.The dynamic height is computed by dividing the NAVD 88
 BY1067.geopotential number by the normal gravity value computed on the
 BY1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1067.degrees latitude (g = 980.6199 gals.).
 BY1067
 BY1067.The modeled gravity was interpolated from observed gravity values.
 BY1067
 BY1067;                    North         East    Units  Estimated Accuracy
 BY1067;SPC TX C     - 3,251,140.    1,211,970.      MT  (+/- 180 meters Scaled)
 BY1067
 BY1067                          SUPERSEDED SURVEY CONTROL
 BY1067
 BY1067  NGVD 29 (??/??/92)   91.173  (m)          299.12   (f) ADJ UNCH    1 2
 BY1067
 BY1067.Superseded values are not recommended for survey control.
 BY1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1067.See file dsdata.txt to determine how the superseded data were derived.
 BY1067
 BY1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR179220(NAD 83)
 BY1067_MARKER: DB = BENCH MARK DISK
 BY1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1067_STAMPING: N 251 1952
 BY1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1067+STABILITY: SURFACE MOTION
 BY1067
 BY1067  HISTORY     - Date     Condition        Report By
 BY1067  HISTORY     - 1952     MONUMENTED       CGS
 BY1067  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1067  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1067  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1067
 BY1067                          STATION DESCRIPTION
 BY1067
 BY1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1067'5.4 MI W FROM CUSHING.
 BY1067'5.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1067'STATION AT CUSHING, 0.5 MILE WEST OF THE SACUL STATION SIGN, 36 FEET
 BY1067'EAST OF THE 13TH POLE WEST OF MILEPOST 177, 44 FEET SOUTH OF THE SOUTH
 BY1067'RAIL, 22 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 3 FEET
 BY1067'NORTH OF AN EAST AND WEST FENCE, 3 FEET WEST OF A FENCE CORNER, 2 FEET
 BY1067'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1067'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1067
 BY1067                          STATION RECOVERY (1973)
 BY1067
 BY1067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1067'MARK NOT FOUND.
 BY1067
 BY1067                          STATION RECOVERY (1979)
 BY1067
 BY1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1067'MARK NOT FOUND.
 BY1067
 BY1067                          STATION RECOVERY (1998)
 BY1067
 BY1067'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1283 ***********************************************************************
 BY1283  DESIGNATION -  N 252
 BY1283  PID         -  BY1283
 BY1283  STATE/COUNTY-  TX/CHEROKEE
 BY1283  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1283
 BY1283                         *CURRENT SURVEY CONTROL
 BY1283  ___________________________________________________________________
 BY1283* NAD 83(1986)-  31 54 16.     (N)    095 10 55.     (W)     SCALED    
 BY1283* NAVD 88     -       115.817  (meters)     379.98   (feet)  ADJUSTED  
 BY1283  ___________________________________________________________________
 BY1283  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY1283  DYNAMIC HT  -         115.677 (meters)     379.52  (feet)  COMP
 BY1283  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BY1283
 BY1283  VERT ORDER  -  FIRST     CLASS II
 BY1283
 BY1283.The horizontal coordinates were scaled from a topographic map and have
 BY1283.an estimated accuracy of +/- 6 seconds.
 BY1283
 BY1283.The orthometric height was determined by differential leveling
 BY1283.and adjusted by the National Geodetic Survey in June 1991..
 BY1283
 BY1283.The geoid height was determined by GEOID03.
 BY1283
 BY1283.The dynamic height is computed by dividing the NAVD 88
 BY1283.geopotential number by the normal gravity value computed on the
 BY1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1283.degrees latitude (g = 980.6199 gals.).
 BY1283
 BY1283.The modeled gravity was interpolated from observed gravity values.
 BY1283
 BY1283;                    North         East    Units  Estimated Accuracy
 BY1283;SPC TX C     - 3,259,360.    1,187,100.      MT  (+/- 180 meters Scaled)
 BY1283
 BY1283                          SUPERSEDED SURVEY CONTROL
 BY1283
 BY1283  NGVD 29 (??/??/92)  115.838  (m)          380.05   (f) ADJ UNCH    1 2
 BY1283
 BY1283.Superseded values are not recommended for survey control.
 BY1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1283.See file dsdata.txt to determine how the superseded data were derived.
 BY1283
 BY1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR936319(NAD 83)
 BY1283_MARKER: DB = BENCH MARK DISK
 BY1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1283_STAMPING: N 252 1952
 BY1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1283+STABILITY: SURFACE MOTION
 BY1283
 BY1283  HISTORY     - Date     Condition        Report By
 BY1283  HISTORY     - 1952     MONUMENTED       CGS
 BY1283  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1283  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1283
 BY1283                          STATION DESCRIPTION
 BY1283
 BY1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1283'0.9 MI SE FROM TURNEY.
 BY1283'0.9 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1283'STATION AT TURNEY, 3 POLES EAST OF MILEPOST 165, AT A PRIVATE ROAD
 BY1283'CROSSING, 46 FEET SOUTH OF THE SOUTH RAIL, 11 FEET EAST OF THE CENTER
 BY1283'OF A GATE, 11 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD, 15 FEET
 BY1283'SOUTH OF A TELEGRAPH POLE, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 BY1283'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BY1283'FOOT ABOVE THE GROUND.
 BY1283
 BY1283                          STATION RECOVERY (1980)
 BY1283
 BY1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1283'MARK NOT FOUND.
 BY1283
 BY1283                          STATION RECOVERY (1996)
 BY1283
 BY1283'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0285 ***********************************************************************
 GK0285  DESIGNATION -  N 253
 GK0285  PID         -  GK0285
 GK0285  STATE/COUNTY-  TX/HANSFORD
 GK0285  USGS QUAD   -  HANNAS DRAW EAST (1974)
 GK0285
 GK0285                         *CURRENT SURVEY CONTROL
 GK0285  ___________________________________________________________________
 GK0285* NAD 83(1986)-  36 08 23.     (N)    101 28 43.     (W)     SCALED    
 GK0285* NAVD 88     -       975.396  (meters)    3200.11   (feet)  ADJUSTED  
 GK0285  ___________________________________________________________________
 GK0285  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 GK0285  DYNAMIC HT  -         974.328 (meters)    3196.61  (feet)  COMP
 GK0285  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 GK0285
 GK0285  VERT ORDER  -  SECOND    CLASS 0
 GK0285
 GK0285.The horizontal coordinates were scaled from a topographic map and have
 GK0285.an estimated accuracy of +/- 6 seconds.
 GK0285
 GK0285.The orthometric height was determined by differential leveling
 GK0285.and adjusted by the National Geodetic Survey in June 1991..
 GK0285
 GK0285.The geoid height was determined by GEOID03.
 GK0285
 GK0285.The dynamic height is computed by dividing the NAVD 88
 GK0285.geopotential number by the normal gravity value computed on the
 GK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0285.degrees latitude (g = 980.6199 gals.).
 GK0285
 GK0285.The modeled gravity was interpolated from observed gravity values.
 GK0285
 GK0285;                    North         East    Units  Estimated Accuracy
 GK0285;SPC TX N     - 1,237,380.      201,930.      MT  (+/- 180 meters Scaled)
 GK0285
 GK0285                          SUPERSEDED SURVEY CONTROL
 GK0285
 GK0285  NGVD 29 (??/??/92)  974.951  (m)         3198.65   (f) ADJ UNCH    2 0
 GK0285
 GK0285.Superseded values are not recommended for survey control.
 GK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0285.See file dsdata.txt to determine how the superseded data were derived.
 GK0285
 GK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF769022(NAD 83)
 GK0285_MARKER: DB = BENCH MARK DISK
 GK0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0285_STAMPING: N-253 1934
 GK0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0285+STABILITY: SURFACE MOTION
 GK0285
 GK0285  HISTORY     - Date     Condition        Report By
 GK0285  HISTORY     - 1934     MONUMENTED       CGS
 GK0285
 GK0285                          STATION DESCRIPTION
 GK0285
 GK0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0285'5.7 MI N FROM MORSE.
 GK0285'5.7 MILES NORTH OF C. RI. AND G. RR. STATION AT MORSE 42 FEET WEST OF
 GK0285'NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY TRACK. 18 FEET
 GK0285'NORTH OF CENTER LINE OF SECTION LINE ROAD. OPPOSITE FIRST POLE SOUTH
 GK0285'OF MILEPOLE 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0468 ***********************************************************************
 GK0468  DESIGNATION -  N 254
 GK0468  PID         -  GK0468
 GK0468  STATE/COUNTY-  TX/SHERMAN
 GK0468  USGS QUAD   -  COLDWATER CREEK (1974)
 GK0468
 GK0468                         *CURRENT SURVEY CONTROL
 GK0468  ___________________________________________________________________
 GK0468* NAD 83(1986)-  36 19 42.     (N)    101 38 32.     (W)     SCALED    
 GK0468* NAVD 88     -      1028.844  (meters)    3375.47   (feet)  ADJUSTED  
 GK0468  ___________________________________________________________________
 GK0468  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 GK0468  DYNAMIC HT  -        1027.722 (meters)    3371.78  (feet)  COMP
 GK0468  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 GK0468
 GK0468  VERT ORDER  -  SECOND    CLASS 0
 GK0468
 GK0468.The horizontal coordinates were scaled from a topographic map and have
 GK0468.an estimated accuracy of +/- 6 seconds.
 GK0468
 GK0468.The orthometric height was determined by differential leveling
 GK0468.and adjusted by the National Geodetic Survey in June 1991..
 GK0468
 GK0468.The geoid height was determined by GEOID03.
 GK0468
 GK0468.The dynamic height is computed by dividing the NAVD 88
 GK0468.geopotential number by the normal gravity value computed on the
 GK0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0468.degrees latitude (g = 980.6199 gals.).
 GK0468
 GK0468.The modeled gravity was interpolated from observed gravity values.
 GK0468
 GK0468;                    North         East    Units  Estimated Accuracy
 GK0468;SPC TX N     - 1,258,320.      187,230.      MT  (+/- 180 meters Scaled)
 GK0468
 GK0468                          SUPERSEDED SURVEY CONTROL
 GK0468
 GK0468  NGVD 29 (??/??/92) 1028.375  (m)         3373.93   (f) ADJ UNCH    2 0
 GK0468
 GK0468.Superseded values are not recommended for survey control.
 GK0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0468.See file dsdata.txt to determine how the superseded data were derived.
 GK0468
 GK0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF628236(NAD 83)
 GK0468_MARKER: DB = BENCH MARK DISK
 GK0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0468_STAMPING: N 254 1934
 GK0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0468+STABILITY: SURFACE MOTION
 GK0468
 GK0468  HISTORY     - Date     Condition        Report By
 GK0468  HISTORY     - 1934     MONUMENTED       CGS
 GK0468  HISTORY     - 1952     GOOD             NGS
 GK0468
 GK0468                          STATION DESCRIPTION
 GK0468
 GK0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0468'24.4 MI E FROM STRATFORD.
 GK0468'23.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0468'PACIFIC RAILROAD STATION AT STRATFORD, THENCE 0.15 MILE NORTH ALONG A
 GK0468'PRIVATE GRADED DIRT ROAD, THENCE 1.05 MILES EAST ALONG A PRIVATE
 GK0468'GRADED DIRT ROAD, AT A JOG IN THE ROAD, 36 FEET SOUTH OF THE CENTER
 GK0468'LINE OF THE ROAD, 12 FEET NORTHEAST OF A FENCE CORNER, 7.6 FEET NORTH
 GK0468'OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 GK0468'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0111 ***********************************************************************
 GK0111  DESIGNATION -  N 255
 GK0111  PID         -  GK0111
 GK0111  STATE/COUNTY-  TX/OCHILTREE
 GK0111  USGS QUAD   -  PERRYTON SE (1973)
 GK0111
 GK0111                         *CURRENT SURVEY CONTROL
 GK0111  ___________________________________________________________________
 GK0111* NAD 83(1986)-  36 22 12.     (N)    100 52 02.     (W)     SCALED    
 GK0111* NAVD 88     -       901.838  (meters)    2958.78   (feet)  ADJUSTED  
 GK0111  ___________________________________________________________________
 GK0111  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GK0111  DYNAMIC HT  -         900.892 (meters)    2955.68  (feet)  COMP
 GK0111  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 GK0111
 GK0111  VERT ORDER  -  SECOND    CLASS 0
 GK0111
 GK0111.The horizontal coordinates were scaled from a topographic map and have
 GK0111.an estimated accuracy of +/- 6 seconds.
 GK0111
 GK0111.The orthometric height was determined by differential leveling
 GK0111.and adjusted by the National Geodetic Survey in June 1991..
 GK0111
 GK0111.The geoid height was determined by GEOID03.
 GK0111
 GK0111.The dynamic height is computed by dividing the NAVD 88
 GK0111.geopotential number by the normal gravity value computed on the
 GK0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0111.degrees latitude (g = 980.6199 gals.).
 GK0111
 GK0111.The modeled gravity was interpolated from observed gravity values.
 GK0111
 GK0111;                    North         East    Units  Estimated Accuracy
 GK0111;SPC TX N     - 1,263,120.      256,790.      MT  (+/- 180 meters Scaled)
 GK0111
 GK0111                          SUPERSEDED SURVEY CONTROL
 GK0111
 GK0111  NGVD 29 (??/??/92)  901.450  (m)         2957.51   (f) ADJ UNCH    2 0
 GK0111
 GK0111.Superseded values are not recommended for survey control.
 GK0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0111.See file dsdata.txt to determine how the superseded data were derived.
 GK0111
 GK0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF324266(NAD 83)
 GK0111_MARKER: DB = BENCH MARK DISK
 GK0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0111_STAMPING: N-255 1934
 GK0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0111+STABILITY: SURFACE MOTION
 GK0111
 GK0111  HISTORY     - Date     Condition        Report By
 GK0111  HISTORY     - 1934     MONUMENTED       CGS
 GK0111  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0111
 GK0111                          STATION DESCRIPTION
 GK0111
 GK0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0111'4.5 MI SW FROM PERRYTON.
 GK0111'4.5 MILES SOUTHWEST OF PERRYTON P. AND SF. RR. STATION 54 FEET
 GK0111'NORTHWEST OF CENTER-LINE OF HWY 117, 42 FEET SOUTHEAST OF NEAREST RAIL
 GK0111'OF PANHANDLE AND SANTA FE RAILROAD TRACK, ON OPPOSITE SIDE OF TRACK OF
 GK0111'MILEPOST 62.
 GK0111
 GK0111                          STATION RECOVERY (1972)
 GK0111
 GK0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0609 ***********************************************************************
 FL0609  DESIGNATION -  N 256
 FL0609  PID         -  FL0609
 FL0609  STATE/COUNTY-  TX/HEMPHILL
 FL0609  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL0609
 FL0609                         *CURRENT SURVEY CONTROL
 FL0609  ___________________________________________________________________
 FL0609* NAD 83(1986)-  35 45 33.     (N)    100 31 21.     (W)     SCALED    
 FL0609* NAVD 88     -       786.486  (meters)    2580.33   (feet)  ADJUSTED  
 FL0609  ___________________________________________________________________
 FL0609  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FL0609  DYNAMIC HT  -         785.630 (meters)    2577.52  (feet)  COMP
 FL0609  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 FL0609
 FL0609  VERT ORDER  -  SECOND    CLASS 0
 FL0609
 FL0609.The horizontal coordinates were scaled from a topographic map and have
 FL0609.an estimated accuracy of +/- 6 seconds.
 FL0609
 FL0609.The orthometric height was determined by differential leveling
 FL0609.and adjusted by the National Geodetic Survey in June 1991..
 FL0609
 FL0609.The geoid height was determined by GEOID03.
 FL0609
 FL0609.The dynamic height is computed by dividing the NAVD 88
 FL0609.geopotential number by the normal gravity value computed on the
 FL0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0609.degrees latitude (g = 980.6199 gals.).
 FL0609
 FL0609.The modeled gravity was interpolated from observed gravity values.
 FL0609
 FL0609;                    North         East    Units  Estimated Accuracy
 FL0609;SPC TX N     - 1,195,600.      288,390.      MT  (+/- 180 meters Scaled)
 FL0609
 FL0609                          SUPERSEDED SURVEY CONTROL
 FL0609
 FL0609  NGVD 29 (??/??/92)  786.117  (m)         2579.12   (f) ADJ UNCH    2 0
 FL0609
 FL0609.Superseded values are not recommended for survey control.
 FL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0609.See file dsdata.txt to determine how the superseded data were derived.
 FL0609
 FL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE623583(NAD 83)
 FL0609_MARKER: DB = BENCH MARK DISK
 FL0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0609_STAMPING: N-256 1934
 FL0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0609+STABILITY: SURFACE MOTION
 FL0609
 FL0609  HISTORY     - Date     Condition        Report By
 FL0609  HISTORY     - 1934     MONUMENTED       CGS
 FL0609  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0609
 FL0609                          STATION DESCRIPTION
 FL0609
 FL0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0609'8.2 MI NE FROM MIAMI.
 FL0609'8.2 MILES NORTHEAST OF MIAMI P. AND S.F. RR. STATION 0.2 MILE
 FL0609'NORTHEAST OF MILE POLE 469. 475 FEET SOUTHWEST OF PANHANDLE AND SANTA
 FL0609'FE RAILWAY BRIDGE 468-B 85 FEET SOUTHEAST OF NEAREST RAIL OF TRACK. ON
 FL0609'PROPERTY LINE FENCE.
 FL0609
 FL0609                          STATION RECOVERY (1966)
 FL0609
 FL0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0060 ***********************************************************************
 GK0060  DESIGNATION -  N 257
 GK0060  PID         -  GK0060
 GK0060  STATE/COUNTY-  TX/LIPSCOMB
 GK0060  USGS QUAD   -  MAGOUN (1972)
 GK0060
 GK0060                         *CURRENT SURVEY CONTROL
 GK0060  ___________________________________________________________________
 GK0060* NAD 83(1986)-  36 25 12.     (N)    100 06 48.     (W)     SCALED    
 GK0060* NAVD 88     -       793.078  (meters)    2601.96   (feet)  ADJUSTED  
 GK0060  ___________________________________________________________________
 GK0060  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GK0060  DYNAMIC HT  -         792.278 (meters)    2599.33  (feet)  COMP
 GK0060  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 GK0060
 GK0060  VERT ORDER  -  SECOND    CLASS 0
 GK0060
 GK0060.The horizontal coordinates were scaled from a topographic map and have
 GK0060.an estimated accuracy of +/- 6 seconds.
 GK0060
 GK0060.The orthometric height was determined by differential leveling
 GK0060.and adjusted by the National Geodetic Survey in June 1991..
 GK0060
 GK0060.The geoid height was determined by GEOID03.
 GK0060
 GK0060.The dynamic height is computed by dividing the NAVD 88
 GK0060.geopotential number by the normal gravity value computed on the
 GK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0060.degrees latitude (g = 980.6199 gals.).
 GK0060
 GK0060.The modeled gravity was interpolated from observed gravity values.
 GK0060
 GK0060;                    North         East    Units  Estimated Accuracy
 GK0060;SPC TX N     - 1,269,360.      324,370.      MT  (+/- 180 meters Scaled)
 GK0060
 GK0060                          SUPERSEDED SURVEY CONTROL
 GK0060
 GK0060  NGVD 29 (??/??/92)  792.773  (m)         2600.96   (f) ADJ UNCH    2 0
 GK0060
 GK0060.Superseded values are not recommended for survey control.
 GK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0060.See file dsdata.txt to determine how the superseded data were derived.
 GK0060
 GK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF001311(NAD 83)
 GK0060_MARKER: DB = BENCH MARK DISK
 GK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0060_STAMPING: N-257 1934
 GK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0060+STABILITY: SURFACE MOTION
 GK0060
 GK0060  HISTORY     - Date     Condition        Report By
 GK0060  HISTORY     - 1934     MONUMENTED       CGS
 GK0060  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0060
 GK0060                          STATION DESCRIPTION
 GK0060
 GK0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0060'1.9 MI SE FROM FOLLETT.
 GK0060'1.9 MILES SOUTHEAST OF P. AND S.F. RR. STATION AT FOLLETT 180 FEET
 GK0060'EAST OF PANHANDLE AND SANTA FE RAILWAY BRIDGE 16 B.  70 FEET SOUTH OF
 GK0060'NEAREST RAIL OF TRACK.  30 FEET WEST OF SECTION LINE ROAD.  NOTE-- MAY
 GK0060'BE COVERED BY SAND.
 GK0060
 GK0060                          STATION RECOVERY (1971)
 GK0060
 GK0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2063 ***********************************************************************
 CS2063  DESIGNATION -  N 258
 CS2063  PID         -  CS2063
 CS2063  STATE/COUNTY-  TX/HILL
 CS2063  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2063
 CS2063                         *CURRENT SURVEY CONTROL
 CS2063  ___________________________________________________________________
 CS2063* NAD 83(1986)-  32 00 16.     (N)    097 03 41.     (W)     SCALED    
 CS2063* NAVD 88     -       235.632  (meters)     773.07   (feet)  ADJUSTED  
 CS2063  ___________________________________________________________________
 CS2063  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CS2063  DYNAMIC HT  -         235.342 (meters)     772.12  (feet)  COMP
 CS2063  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 CS2063
 CS2063  VERT ORDER  -  FIRST     CLASS II
 CS2063
 CS2063.The horizontal coordinates were scaled from a topographic map and have
 CS2063.an estimated accuracy of +/- 6 seconds.
 CS2063
 CS2063.The orthometric height was determined by differential leveling
 CS2063.and adjusted by the National Geodetic Survey in June 1991..
 CS2063
 CS2063.The geoid height was determined by GEOID03.
 CS2063
 CS2063.The dynamic height is computed by dividing the NAVD 88
 CS2063.geopotential number by the normal gravity value computed on the
 CS2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2063.degrees latitude (g = 980.6199 gals.).
 CS2063
 CS2063.The modeled gravity was interpolated from observed gravity values.
 CS2063
 CS2063;                    North         East    Units  Estimated Accuracy
 CS2063;SPC TXNC     - 2,038,390.      735,930.      MT  (+/- 180 meters Scaled)
 CS2063
 CS2063                          SUPERSEDED SURVEY CONTROL
 CS2063
 CS2063  NGVD 29 (??/??/92)  235.59   (m)          772.9    (f) COMPUTED    1 2
 CS2063
 CS2063.Superseded values are not recommended for survey control.
 CS2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2063.See file dsdata.txt to determine how the superseded data were derived.
 CS2063
 CS2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA831425(NAD 83)
 CS2063_MARKER: DB = BENCH MARK DISK
 CS2063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2063_SP_SET: BRIDGE BANNISTER
 CS2063_STAMPING: N 258 1952
 CS2063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2063
 CS2063  HISTORY     - Date     Condition        Report By
 CS2063  HISTORY     - 1952     MONUMENTED       CGS
 CS2063  HISTORY     - 1980     MARK NOT FOUND   NGS
 CS2063  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS2063
 CS2063                          STATION DESCRIPTION
 CS2063
 CS2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS2063'4.35 MI NW FROM BYNUM.
 CS2063'4.35 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 CS2063'BYNUM, 17 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CS2063'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE BANNISTER OF A
 CS2063'BRIDGE.
 CS2063
 CS2063                          STATION RECOVERY (1980)
 CS2063
 CS2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2063'MARK NOT FOUND.
 CS2063
 CS2063                          STATION RECOVERY (1999)
 CS2063
 CS2063'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1233 ***********************************************************************
 FL1233  DESIGNATION -  N 259
 FL1233  PID         -  FL1233
 FL1233  STATE/COUNTY-  TX/ARMSTRONG
 FL1233  USGS QUAD   -  FAIRVIEW (1973)
 FL1233
 FL1233                         *CURRENT SURVEY CONTROL
 FL1233  ___________________________________________________________________
 FL1233* NAD 83(1986)-  35 06 14.     (N)    101 30 23.     (W)     SCALED    
 FL1233* NAVD 88     -      1057.59   (+/-2cm)    3469.8    (feet)  VERTCON   
 FL1233  ___________________________________________________________________
 FL1233  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1233
 FL1233  VERT ORDER  -  ? (See Below)
 FL1233
 FL1233.The horizontal coordinates were scaled from a topographic map and have
 FL1233.an estimated accuracy of +/- 6 seconds.
 FL1233
 FL1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1233.The vertical order pertains to the NGVD 29 superseded value.
 FL1233
 FL1233.The geoid height was determined by GEOID03.
 FL1233
 FL1233;                    North         East    Units  Estimated Accuracy
 FL1233;SPC TX N     - 1,122,460.      199,420.      MT  (+/- 180 meters Scaled)
 FL1233
 FL1233                          SUPERSEDED SURVEY CONTROL
 FL1233
 FL1233  NGVD 29 (??/??/92) 1057.102  (m)         3468.18   (f) ADJ UNCH    ?  
 FL1233
 FL1233.Superseded values are not recommended for survey control.
 FL1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1233.See file dsdata.txt to determine how the superseded data were derived.
 FL1233
 FL1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD715874(NAD 83)
 FL1233_MARKER: DB = BENCH MARK DISK
 FL1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1233_STAMPING: N 259 1952
 FL1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1233+STABILITY: SURFACE MOTION
 FL1233
 FL1233  HISTORY     - Date     Condition        Report By
 FL1233  HISTORY     - 1952     MONUMENTED       CGS
 FL1233  HISTORY     - 1954     GOOD             USGS
 FL1233
 FL1233                          STATION DESCRIPTION
 FL1233
 FL1233'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FL1233'8.0 MI W FROM CLAUDE.
 FL1233'ABOUT 0.3 MILE SOUTH ALONG A CITY STREET FROM THE COURTHOUSE AT
 FL1233'CLAUDE, ARMSTRONG COUNTY, THENCE ABUT 8.0 MILES WEST ALONG A PAVED
 FL1233'ROAD. AT A ROAD INTERSECTION, 50 FEET NORTH OF THE CENTER LINE
 FL1233'EAST-AND-WEST ROAD, 88 FEET WEST OF A NORTH-AND-SOUTH ROAD, 1 FOOT
 FL1233'SOUTH OF THE EAST-AND-WEST FENCE. A SET IN TOP OF A ROUND CONCRETE
 FL1233'POST 10 INCHES IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0833 ***********************************************************************
 AW0833  DESIGNATION -  N 26
 AW0833  PID         -  AW0833
 AW0833  STATE/COUNTY-  TX/HARRIS
 AW0833  USGS QUAD   -  HARMASTON (1982)
 AW0833
 AW0833                         *CURRENT SURVEY CONTROL
 AW0833  ___________________________________________________________________
 AW0833* NAD 83(1986)-  29 56 06.     (N)    095 12 34.     (W)     SCALED    
 AW0833* NAVD 88     -        16.779  (meters)      55.05   (feet)  ADJUSTED  
 AW0833  ___________________________________________________________________
 AW0833  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW0833  DYNAMIC HT  -          16.756 (meters)      54.97  (feet)  COMP
 AW0833  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 AW0833
 AW0833  VERT ORDER  -  FIRST     CLASS II
 AW0833
 AW0833.The horizontal coordinates were scaled from a topographic map and have
 AW0833.an estimated accuracy of +/- 6 seconds.
 AW0833
 AW0833.The orthometric height was determined by differential leveling
 AW0833.and adjusted by the National Geodetic Survey in June 1991..
 AW0833
 AW0833.The geoid height was determined by GEOID03.
 AW0833
 AW0833.The dynamic height is computed by dividing the NAVD 88
 AW0833.geopotential number by the normal gravity value computed on the
 AW0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0833.degrees latitude (g = 980.6199 gals.).
 AW0833
 AW0833.The modeled gravity was interpolated from observed gravity values.
 AW0833
 AW0833;                    North         East    Units  Estimated Accuracy
 AW0833;SPC TXSC     - 4,238,850.      965,880.      MT  (+/- 180 meters Scaled)
 AW0833
 AW0833                          SUPERSEDED SURVEY CONTROL
 AW0833
 AW0833  NGVD 29 (12/23/87)   16.776  (m)           55.04   (f) ADJUSTED    1 2
 AW0833
 AW0833.Superseded values are not recommended for survey control.
 AW0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0833.See file dsdata.txt to determine how the superseded data were derived.
 AW0833
 AW0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP867136(NAD 83)
 AW0833_MARKER: DD = SURVEY DISK
 AW0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0833_SP_SET: CONCRETE POST
 AW0833_STAMPING: N 26
 AW0833_MARK LOGO: TXHD  
 AW0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0833+STABILITY: SURFACE MOTION
 AW0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0833+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AW0833
 AW0833  HISTORY     - Date     Condition        Report By
 AW0833  HISTORY     - UNK      MONUMENTED       TXHD
 AW0833  HISTORY     - 1978     GOOD             NGS
 AW0833  HISTORY     - 1987     GOOD             NGS
 AW0833  HISTORY     - 20040330 GOOD             USPSQD
 AW0833
 AW0833                          STATION DESCRIPTION
 AW0833
 AW0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0833'9.1 MI SE FROM HUMBLE.
 AW0833'0.45 MILE EAST ALONG BARRETT ROAD, THENCE 4.5 MILES SOUTH ALONG OLD
 AW0833'HUMBLE ROAD, THENCE 4.4 MILES EAST ALONG NORTH BELT, AND THENCE 0.1
 AW0833'MILE EAST ACROSS COUNTRY ALONG UNDERGROUND GAS PIPE LINE, 0.3 MILE
 AW0833'WEST OF BENCH MARK U 1020 AND MILE POLE 389, LOCATED ON THE NORTH SIDE
 AW0833'OF THE NORTH RIGHT OF WAY FENCE FOR PROPOSED NORTH BELT, NEAR THE
 AW0833'NORTH EDGE OF CLEARING IN THICK PINE TREES, 763 FEET EAST OF BENCH
 AW0833'MARK V 1249 (JUNCTION MARK), 674 FEET EAST OF THE CENTERLINE
 AW0833'OF LOCKWOOD, 242 FEET EAST OF CONCRETE RED AND WHITE GAS LINE MARKER,
 AW0833'90 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE FOR NORTH BELT, 50
 AW0833'FEET WEST OF THE EAST EDGE OF CLEARING AND TREES, 12 FEET NORTH OF
 AW0833'A POINT IN LINE WITH PIPE LINE, AND 1 FOOT SOUTH OF METAL STATE
 AW0833'WITNESS POST.
 AW0833
 AW0833                          STATION RECOVERY (1987)
 AW0833
 AW0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0833'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--90
 AW0833'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE FOR NORTH BELT.
 AW0833
 AW0833                          STATION RECOVERY (2004)
 AW0833
 AW0833'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0120 ***********************************************************************
 BP0120  DESIGNATION -  N 26
 BP0120  PID         -  BP0120
 BP0120  STATE/COUNTY-  TX/BREWSTER
 BP0120  USGS QUAD   -  TESNUS SE (1968)
 BP0120
 BP0120                         *CURRENT SURVEY CONTROL
 BP0120  ___________________________________________________________________
 BP0120* NAD 83(1986)-  30 04 36.     (N)    102 51 48.     (W)     SCALED    
 BP0120* NAVD 88     -      1073.683  (meters)    3522.57   (feet)  ADJUSTED  
 BP0120  ___________________________________________________________________
 BP0120  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BP0120  DYNAMIC HT  -        1071.970 (meters)    3516.95  (feet)  COMP
 BP0120  MODELED GRAV-     979,010.2   (mgal)                       NAVD 88
 BP0120
 BP0120  VERT ORDER  -  FIRST     CLASS II
 BP0120
 BP0120.The horizontal coordinates were scaled from a topographic map and have
 BP0120.an estimated accuracy of +/- 6 seconds.
 BP0120
 BP0120.The orthometric height was determined by differential leveling
 BP0120.and adjusted by the National Geodetic Survey in June 1991..
 BP0120
 BP0120.The geoid height was determined by GEOID03.
 BP0120
 BP0120.The dynamic height is computed by dividing the NAVD 88
 BP0120.geopotential number by the normal gravity value computed on the
 BP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0120.degrees latitude (g = 980.6199 gals.).
 BP0120
 BP0120.The modeled gravity was interpolated from observed gravity values.
 BP0120
 BP0120;                    North         East    Units  Estimated Accuracy
 BP0120;SPC TXSC     - 4,254,780.      227,620.      MT  (+/- 180 meters Scaled)
 BP0120
 BP0120                          SUPERSEDED SURVEY CONTROL
 BP0120
 BP0120  NGVD 29 (??/??/92) 1073.370  (m)         3521.55   (f) ADJ UNCH    1 2
 BP0120
 BP0120.Superseded values are not recommended for survey control.
 BP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0120.See file dsdata.txt to determine how the superseded data were derived.
 BP0120
 BP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP059292(NAD 83)
 BP0120_MARKER: DB = BENCH MARK DISK
 BP0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0120_STAMPING: N 26 1917 ELEV. 3521.548 FT.
 BP0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0120+STABILITY: SURFACE MOTION
 BP0120
 BP0120  HISTORY     - Date     Condition        Report By
 BP0120  HISTORY     - 1917     MONUMENTED       CGS
 BP0120  HISTORY     - 1957     GOOD             NGS
 BP0120
 BP0120                          STATION DESCRIPTION
 BP0120
 BP0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0120'15.85 MI SW FROM LONGFELLOW.
 BP0120'ABOUT 15.85 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0120'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 17 FEET EAST-SOUTHEAST
 BP0120'OF MILEPOST 548, 40 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 RAILS
 BP0120'SOUTHEAST OF THE SOUTHEAST END OF TRESTLE NUMBER 548.01, 7 1/2 FEET
 BP0120'NORTHEAST OF A FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 BP0120'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0120'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0444 ***********************************************************************
 GK0444  DESIGNATION -  N 260
 GK0444  PID         -  GK0444
 GK0444  STATE/COUNTY-  TX/SHERMAN
 GK0444  USGS QUAD   -  STEVENS SW (1964)
 GK0444
 GK0444                         *CURRENT SURVEY CONTROL
 GK0444  ___________________________________________________________________
 GK0444* NAD 83(1986)-  36 19 43.     (N)    101 52 48.     (W)     SCALED    
 GK0444* NAVD 88     -      1077.109  (meters)    3533.82   (feet)  ADJUSTED  
 GK0444  ___________________________________________________________________
 GK0444  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 GK0444  DYNAMIC HT  -        1075.927 (meters)    3529.94  (feet)  COMP
 GK0444  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 GK0444
 GK0444  VERT ORDER  -  SECOND    CLASS 0
 GK0444
 GK0444.The horizontal coordinates were scaled from a topographic map and have
 GK0444.an estimated accuracy of +/- 6 seconds.
 GK0444
 GK0444.The orthometric height was determined by differential leveling
 GK0444.and adjusted by the National Geodetic Survey in June 1991..
 GK0444
 GK0444.The geoid height was determined by GEOID03.
 GK0444
 GK0444.The dynamic height is computed by dividing the NAVD 88
 GK0444.geopotential number by the normal gravity value computed on the
 GK0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0444.degrees latitude (g = 980.6199 gals.).
 GK0444
 GK0444.The modeled gravity was interpolated from observed gravity values.
 GK0444
 GK0444;                    North         East    Units  Estimated Accuracy
 GK0444;SPC TX N     - 1,258,410.      165,880.      MT  (+/- 180 meters Scaled)
 GK0444
 GK0444                          SUPERSEDED SURVEY CONTROL
 GK0444
 GK0444  NGVD 29 (??/??/92) 1076.634  (m)         3532.26   (f) ADJ UNCH    2 0
 GK0444
 GK0444.Superseded values are not recommended for survey control.
 GK0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0444.See file dsdata.txt to determine how the superseded data were derived.
 GK0444
 GK0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF414242(NAD 83)
 GK0444_MARKER: DB = BENCH MARK DISK
 GK0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0444_STAMPING: N 260 1952
 GK0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0444+STABILITY: SURFACE MOTION
 GK0444
 GK0444  HISTORY     - Date     Condition        Report By
 GK0444  HISTORY     - 1952     MONUMENTED       CGS
 GK0444  HISTORY     - 1964     MARK NOT FOUND   USGS
 GK0444
 GK0444                          STATION DESCRIPTION
 GK0444
 GK0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0444'10.85 MI E FROM STRATFORD.
 GK0444'10.85 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0444'PACIFIC RAILROAD STATION AT STRATFORD, 0.15 MILE EAST OF A JUNCTION
 GK0444'WITH A ROAD LEADING NORTH, 101 FEET NORTH OF A POWER POLE, 48 FEET
 GK0444'NORTH OF THE CENTER LINE OF THE FARM ROAD, 1.7 FEET SOUTH OF A FENCE,
 GK0444'1.9 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GK0444'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GK0444
 GK0444                          STATION RECOVERY (1964)
 GK0444
 GK0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GK0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0390 ***********************************************************************
 DO0390  DESIGNATION -  N 261
 DO0390  PID         -  DO0390
 DO0390  STATE/COUNTY-  TX/BAYLOR
 DO0390  USGS QUAD   -  SOUTHEAST LAKE KEMP (1966)
 DO0390
 DO0390                         *CURRENT SURVEY CONTROL
 DO0390  ___________________________________________________________________
 DO0390* NAD 83(1986)-  33 43 32.     (N)    099 08 19.     (W)     SCALED    
 DO0390* NAVD 88     -       376.363  (meters)    1234.78   (feet)  ADJUSTED  
 DO0390  ___________________________________________________________________
 DO0390  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DO0390  DYNAMIC HT  -         375.936 (meters)    1233.38  (feet)  COMP
 DO0390  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 DO0390
 DO0390  VERT ORDER  -  SECOND    CLASS 0
 DO0390
 DO0390.The horizontal coordinates were scaled from a topographic map and have
 DO0390.an estimated accuracy of +/- 6 seconds.
 DO0390
 DO0390.The orthometric height was determined by differential leveling
 DO0390.and adjusted by the National Geodetic Survey in June 1991..
 DO0390
 DO0390.The geoid height was determined by GEOID03.
 DO0390
 DO0390.The dynamic height is computed by dividing the NAVD 88
 DO0390.geopotential number by the normal gravity value computed on the
 DO0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0390.degrees latitude (g = 980.6199 gals.).
 DO0390
 DO0390.The modeled gravity was interpolated from observed gravity values.
 DO0390
 DO0390;                    North         East    Units  Estimated Accuracy
 DO0390;SPC TXNC     - 2,228,500.      540,820.      MT  (+/- 180 meters Scaled)
 DO0390
 DO0390                          SUPERSEDED SURVEY CONTROL
 DO0390
 DO0390  NGVD 29 (??/??/92)  376.244  (m)         1234.39   (f) ADJ UNCH    2 0
 DO0390
 DO0390.Superseded values are not recommended for survey control.
 DO0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0390.See file dsdata.txt to determine how the superseded data were derived.
 DO0390
 DO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC871317(NAD 83)
 DO0390_MARKER: DB = BENCH MARK DISK
 DO0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0390_STAMPING: N 261 1934
 DO0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0390+STABILITY: SURFACE MOTION
 DO0390
 DO0390  HISTORY     - Date     Condition        Report By
 DO0390  HISTORY     - 1934     MONUMENTED       CGS
 DO0390  HISTORY     - 1966     POOR             NGS
 DO0390
 DO0390                          STATION DESCRIPTION
 DO0390
 DO0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DO0390'4.1 MI S FROM MABELLE.
 DO0390'4.1 MI. N. ALONG US HWY. 283 FROM MABELLE, BAYLOR COUNTY, ABOUT 100
 DO0390'YARDS N. OF A SMALL EARTHEN DAM, 45 FEET W. OF THE CENTERLINE OF THE
 DO0390'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0759 ***********************************************************************
 CT0759  DESIGNATION -  N 262
 CT0759  PID         -  CT0759
 CT0759  STATE/COUNTY-  TX/JONES
 CT0759  USGS QUAD   -  STAMFORD (1965)
 CT0759
 CT0759                         *CURRENT SURVEY CONTROL
 CT0759  ___________________________________________________________________
 CT0759* NAD 83(1986)-  32 55 23.     (N)    099 48 38.     (W)     SCALED    
 CT0759* NAVD 88     -       490.346  (meters)    1608.74   (feet)  ADJUSTED  
 CT0759  ___________________________________________________________________
 CT0759  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CT0759  DYNAMIC HT  -         489.723 (meters)    1606.70  (feet)  COMP
 CT0759  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 CT0759
 CT0759  VERT ORDER  -  SECOND    CLASS 0
 CT0759
 CT0759.The horizontal coordinates were scaled from a topographic map and have
 CT0759.an estimated accuracy of +/- 6 seconds.
 CT0759
 CT0759.The orthometric height was determined by differential leveling
 CT0759.and adjusted by the National Geodetic Survey in June 1991..
 CT0759
 CT0759.The geoid height was determined by GEOID03.
 CT0759
 CT0759.The dynamic height is computed by dividing the NAVD 88
 CT0759.geopotential number by the normal gravity value computed on the
 CT0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0759.degrees latitude (g = 980.6199 gals.).
 CT0759
 CT0759.The modeled gravity was interpolated from observed gravity values.
 CT0759
 CT0759;                    North         East    Units  Estimated Accuracy
 CT0759;SPC TXNC     - 2,140,090.      477,440.      MT  (+/- 180 meters Scaled)
 CT0759
 CT0759                          SUPERSEDED SURVEY CONTROL
 CT0759
 CT0759  NGVD 29 (??/??/92)  490.184  (m)         1608.21   (f) ADJ UNCH    2 0
 CT0759
 CT0759.Superseded values are not recommended for survey control.
 CT0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0759.See file dsdata.txt to determine how the superseded data were derived.
 CT0759
 CT0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB242430(NAD 83)
 CT0759_MARKER: DB = BENCH MARK DISK
 CT0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0759_STAMPING: N 262 1934
 CT0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0759+STABILITY: SURFACE MOTION
 CT0759
 CT0759  HISTORY     - Date     Condition        Report By
 CT0759  HISTORY     - 1934     MONUMENTED       CGS
 CT0759  HISTORY     - 1958     GOOD             NGS
 CT0759  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0759
 CT0759                          STATION DESCRIPTION
 CT0759
 CT0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0759'0.9 MI SW FROM STAMFORD.
 CT0759'0.9 MILE SOUTHWEST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION
 CT0759'AT STAMFORD, 190 YARDS SOUTH OF MILEPOST 114, AT A ROAD CROSSING, 62
 CT0759'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 46 FEET EAST OF THE
 CT0759'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 262 1934 AND SET
 CT0759'IN THE TOP OF A CONCRETE POST.
 CT0759
 CT0759                          STATION RECOVERY (1965)
 CT0759
 CT0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0298 ***********************************************************************
 DN0298  DESIGNATION -  N 263
 DN0298  PID         -  DN0298
 DN0298  STATE/COUNTY-  TX/GRAYSON
 DN0298  USGS QUAD   -  MARILEE (1961)
 DN0298
 DN0298                         *CURRENT SURVEY CONTROL
 DN0298  ___________________________________________________________________
 DN0298* NAD 83(1986)-  33 24 51.     (N)    096 45 31.     (W)     SCALED    
 DN0298* NAVD 88     -       211.056  (meters)     692.44   (feet)  ADJUSTED  
 DN0298  ___________________________________________________________________
 DN0298  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DN0298  DYNAMIC HT  -         210.835 (meters)     691.71  (feet)  COMP
 DN0298  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 DN0298
 DN0298  VERT ORDER  -  SECOND    CLASS 0
 DN0298
 DN0298.The horizontal coordinates were scaled from a topographic map and have
 DN0298.an estimated accuracy of +/- 6 seconds.
 DN0298
 DN0298.The orthometric height was determined by differential leveling
 DN0298.and adjusted by the National Geodetic Survey in June 1991..
 DN0298
 DN0298.The geoid height was determined by GEOID03.
 DN0298
 DN0298.The dynamic height is computed by dividing the NAVD 88
 DN0298.geopotential number by the normal gravity value computed on the
 DN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0298.degrees latitude (g = 980.6199 gals.).
 DN0298
 DN0298.The modeled gravity was interpolated from observed gravity values.
 DN0298
 DN0298;                    North         East    Units  Estimated Accuracy
 DN0298;SPC TXNC     - 2,195,120.      761,950.      MT  (+/- 180 meters Scaled)
 DN0298
 DN0298                          SUPERSEDED SURVEY CONTROL
 DN0298
 DN0298  NGVD 29 (??/??/92)  211.066  (m)          692.47   (f) ADJ UNCH    2 0
 DN0298
 DN0298.Superseded values are not recommended for survey control.
 DN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0298.See file dsdata.txt to determine how the superseded data were derived.
 DN0298
 DN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB084994(NAD 83)
 DN0298_MARKER: DB = BENCH MARK DISK
 DN0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0298_STAMPING: N 263 1934
 DN0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0298+STABILITY: SURFACE MOTION
 DN0298
 DN0298  HISTORY     - Date     Condition        Report By
 DN0298  HISTORY     - 1934     MONUMENTED       CGS
 DN0298  HISTORY     - 1952     GOOD             NGS
 DN0298
 DN0298                          STATION DESCRIPTION
 DN0298
 DN0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0298'2.4 MI S FROM GUNTER.
 DN0298'2.4 MILES SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0298'FROM THE STATION AT GUNTER, 7 POLES SOUTH OF MILEPOST 667, 57 FEET
 DN0298'WEST OF THE CENTER LINE OF STATE HIGHWAY 289, 39.7 FEET EAST OF THE
 DN0298'EAST RAIL, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 DN0298'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0381 ***********************************************************************
 DN0381  DESIGNATION -  N 264
 DN0381  PID         -  DN0381
 DN0381  STATE/COUNTY-  TX/COLLIN
 DN0381  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0381
 DN0381                         *CURRENT SURVEY CONTROL
 DN0381  ___________________________________________________________________
 DN0381* NAD 83(1986)-  33 09 53.     (N)    096 37 46.     (W)     SCALED    
 DN0381* NAVD 88     -       187.532  (meters)     615.26   (feet)  ADJUSTED  
 DN0381  ___________________________________________________________________
 DN0381  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DN0381  DYNAMIC HT  -         187.328 (meters)     614.59  (feet)  COMP
 DN0381  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 DN0381
 DN0381  VERT ORDER  -  SECOND    CLASS 0
 DN0381
 DN0381.The horizontal coordinates were scaled from a topographic map and have
 DN0381.an estimated accuracy of +/- 6 seconds.
 DN0381
 DN0381.The orthometric height was determined by differential leveling
 DN0381.and adjusted by the National Geodetic Survey in June 1991..
 DN0381.WARNING-Repeat measurements at this control monument indicate possible
 DN0381.vertical movement.
 DN0381
 DN0381.The geoid height was determined by GEOID03.
 DN0381
 DN0381.The dynamic height is computed by dividing the NAVD 88
 DN0381.geopotential number by the normal gravity value computed on the
 DN0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0381.degrees latitude (g = 980.6199 gals.).
 DN0381
 DN0381.The modeled gravity was interpolated from observed gravity values.
 DN0381
 DN0381;                    North         East    Units  Estimated Accuracy
 DN0381;SPC TXNC     - 2,167,670.      774,450.      MT  (+/- 180 meters Scaled)
 DN0381
 DN0381                          SUPERSEDED SURVEY CONTROL
 DN0381
 DN0381  NGVD 29 (??/??/92)  187.549  (m)          615.32   (f) ADJ UNCH    2 0
 DN0381
 DN0381.Superseded values are not recommended for survey control.
 DN0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0381.See file dsdata.txt to determine how the superseded data were derived.
 DN0381
 DN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB210720(NAD 83)
 DN0381_MARKER: DB = BENCH MARK DISK
 DN0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0381_STAMPING: N 264 1934
 DN0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0381+STABILITY: SURFACE MOTION
 DN0381
 DN0381  HISTORY     - Date     Condition        Report By
 DN0381  HISTORY     - 1934     MONUMENTED       CGS
 DN0381  HISTORY     - 1954     GOOD             NGS
 DN0381  HISTORY     - 19910715 MARK NOT FOUND   USPSQD
 DN0381  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0381
 DN0381                          STATION DESCRIPTION
 DN0381
 DN0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0381'2.65 MI S FROM MCKINNEY.
 DN0381'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0381'MCKINNEY, THENCE 1.4 MILES SOUTH ALONG U.S. HIGHWAY 75.  37 FEET EAST
 DN0381'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF
 DN0381'A PRIVATE DRIVEWAY LEADING EAST TO A LARGE BRICK HOUSE, 3 FEET
 DN0381'SOUTHWEST OF A TELEPHONE POLE, 4.5 FEET NORTHEAST OF A WITNESS POST,
 DN0381'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 DN0381'GROUND.
 DN0381
 DN0381                          STATION RECOVERY (1991)
 DN0381
 DN0381'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0381'MARK NOT FOUND.
 DN0381
 DN0381                          STATION RECOVERY (2005)
 DN0381
 DN0381'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1151 ***********************************************************************
 CS1151  DESIGNATION -  N 265
 CS1151  PID         -  CS1151
 CS1151  STATE/COUNTY-  TX/DALLAS
 CS1151  USGS QUAD   -  HUTCHINS (1973)
 CS1151
 CS1151                         *CURRENT SURVEY CONTROL
 CS1151  ___________________________________________________________________
 CS1151* NAD 83(1986)-  32 37 51.     (N)    096 44 37.     (W)     SCALED    
 CS1151* NAVD 88     -       161.149  (meters)     528.70   (feet)  ADJUSTED  
 CS1151  ___________________________________________________________________
 CS1151  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CS1151  DYNAMIC HT  -         160.964 (meters)     528.10  (feet)  COMP
 CS1151  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 CS1151
 CS1151  VERT ORDER  -  SECOND    CLASS 0
 CS1151
 CS1151.The horizontal coordinates were scaled from a topographic map and have
 CS1151.an estimated accuracy of +/- 6 seconds.
 CS1151
 CS1151.The orthometric height was determined by differential leveling
 CS1151.and adjusted by the National Geodetic Survey in June 1991..
 CS1151.WARNING-Repeat measurements at this control monument indicate possible
 CS1151.vertical movement.
 CS1151
 CS1151.The geoid height was determined by GEOID03.
 CS1151
 CS1151.The dynamic height is computed by dividing the NAVD 88
 CS1151.geopotential number by the normal gravity value computed on the
 CS1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1151.degrees latitude (g = 980.6199 gals.).
 CS1151
 CS1151.The modeled gravity was interpolated from observed gravity values.
 CS1151
 CS1151;                    North         East    Units  Estimated Accuracy
 CS1151;SPC TXNC     - 2,108,290.      764,800.      MT  (+/- 180 meters Scaled)
 CS1151
 CS1151                          SUPERSEDED SURVEY CONTROL
 CS1151
 CS1151  NGVD 29 (??/??/92)  161.155  (m)          528.72   (f) ADJ UNCH    2 0
 CS1151
 CS1151.Superseded values are not recommended for survey control.
 CS1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1151.See file dsdata.txt to determine how the superseded data were derived.
 CS1151
 CS1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB116126(NAD 83)
 CS1151_MARKER: DB = BENCH MARK DISK
 CS1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1151_STAMPING: N 265 1934
 CS1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1151+STABILITY: SURFACE MOTION
 CS1151
 CS1151  HISTORY     - Date     Condition        Report By
 CS1151  HISTORY     - 1934     MONUMENTED       CGS
 CS1151  HISTORY     - 1958     GOOD             NGS
 CS1151
 CS1151                          STATION DESCRIPTION
 CS1151
 CS1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1151'2.5 MI N FROM LANCASTER.
 CS1151'ABOUT 2.5 MILES NORTH FROM THE STATION IN LANCASTER, ALONG THE M K T
 CS1151'R.R., ACROSS THE TRACKS SOUTHWEST FROM A LARGE METAL COVERED BARN,
 CS1151'ABOUT 60 FEET NORTH OF AN OLD ROAD CROSSING THE TRACKS TO THE OLD BARN
 CS1151'AND 15 FEET WEST OF MP 779, AND 1 FOOT NORTH OF AN OLD 4 X 4 POST. A
 CS1151'STANDARD DISK STAMPED N 265 1934 IN A CONCRETE POST WHICH PROJECTS
 CS1151'ABOUT 3 INCHES.  MARK CAN BE REACHED FROM BLANCO DRIVE, A BLACK-TOP
 CS1151'ROAD ALONG THE WEST SIDE OF THE TRACKS, BY FOLLOWING AN OLD FARM ROAD
 CS1151'ALONG THE NORTH SIDE OF A SMALL BRUSHY DRAW ABOUT 0.1 MILE TO THE
 CS1151'CROSSING AND THE MARK TO THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0620 ***********************************************************************
 BZ0620  DESIGNATION -  N 266
 BZ0620  PID         -  BZ0620
 BZ0620  STATE/COUNTY-  TX/HILL
 BZ0620  USGS QUAD   -  IRENE (1978)
 BZ0620
 BZ0620                         *CURRENT SURVEY CONTROL
 BZ0620  ___________________________________________________________________
 BZ0620* NAD 83(1986)-  31 57 38.     (N)    096 52 15.     (W)     SCALED    
 BZ0620* NAVD 88     -       155.750  (meters)     510.99   (feet)  ADJUSTED  
 BZ0620  ___________________________________________________________________
 BZ0620  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BZ0620  DYNAMIC HT  -         155.563 (meters)     510.38  (feet)  COMP
 BZ0620  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 BZ0620
 BZ0620  VERT ORDER  -  SECOND    CLASS 0
 BZ0620
 BZ0620.The horizontal coordinates were scaled from a topographic map and have
 BZ0620.an estimated accuracy of +/- 6 seconds.
 BZ0620
 BZ0620.The orthometric height was determined by differential leveling
 BZ0620.and adjusted by the National Geodetic Survey in June 1991..
 BZ0620
 BZ0620.The geoid height was determined by GEOID03.
 BZ0620
 BZ0620.The dynamic height is computed by dividing the NAVD 88
 BZ0620.geopotential number by the normal gravity value computed on the
 BZ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0620.degrees latitude (g = 980.6199 gals.).
 BZ0620
 BZ0620.The modeled gravity was interpolated from observed gravity values.
 BZ0620
 BZ0620;                    North         East    Units  Estimated Accuracy
 BZ0620;SPC TXNC     - 2,033,790.      754,010.      MT  (+/- 180 meters Scaled)
 BZ0620
 BZ0620                          SUPERSEDED SURVEY CONTROL
 BZ0620
 BZ0620  NGVD 29 (??/??/92)  155.710  (m)          510.86   (f) ADJ UNCH    2 0
 BZ0620
 BZ0620.Superseded values are not recommended for survey control.
 BZ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0620.See file dsdata.txt to determine how the superseded data were derived.
 BZ0620
 BZ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA012380(NAD 83)
 BZ0620_MARKER: DB = BENCH MARK DISK
 BZ0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0620_STAMPING: N 266 1934
 BZ0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0620+STABILITY: SURFACE MOTION
 BZ0620
 BZ0620  HISTORY     - Date     Condition        Report By
 BZ0620  HISTORY     - 1934     MONUMENTED       CGS
 BZ0620  HISTORY     - 1956     MARK NOT FOUND   USGS
 BZ0620  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 BZ0620  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0620
 BZ0620                          STATION DESCRIPTION
 BZ0620
 BZ0620'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BZ0620'2.0 MI S FROM IRENE.
 BZ0620'2.0 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 BZ0620'THE STATION AT IRENE, HILL COUNTY, 185 YARDS NORTH OF MILEPOST 206, 90
 BZ0620'YARDS NORTHEAST OF A FARMHOUSE, 51 FEET WEST OF THE CENTERLINE OF THE
 BZ0620'TRACK, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT EAST OF
 BZ0620'A FENCE.  A STANDARD DISK, STAMPED N 266 1934 AND SET IN THE TOP OF A
 BZ0620'CONCRETE POST 5 INCHES UNDERGROUND.
 BZ0620
 BZ0620                          STATION RECOVERY (1999)
 BZ0620
 BZ0620'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0620'MARK NOT FOUND.
 BZ0620
 BZ0620                          STATION RECOVERY (2003)
 BZ0620
 BZ0620'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0327 ***********************************************************************
 CS0327  DESIGNATION -  N 267
 CS0327  PID         -  CS0327
 CS0327  STATE/COUNTY-  TX/HENDERSON
 CS0327  USGS QUAD   -  MABANK (1981)
 CS0327
 CS0327                         *CURRENT SURVEY CONTROL
 CS0327  ___________________________________________________________________
 CS0327* NAD 83(1986)-  32 19 05.     (N)    096 01 51.     (W)     SCALED    
 CS0327* NAVD 88     -       112.764  (meters)     369.96   (feet)  ADJUSTED  
 CS0327  ___________________________________________________________________
 CS0327  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0327  DYNAMIC HT  -         112.635 (meters)     369.54  (feet)  COMP
 CS0327  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 CS0327
 CS0327  VERT ORDER  -  SECOND    CLASS 0
 CS0327
 CS0327.The horizontal coordinates were scaled from a topographic map and have
 CS0327.an estimated accuracy of +/- 6 seconds.
 CS0327
 CS0327.The orthometric height was determined by differential leveling
 CS0327.and adjusted by the National Geodetic Survey in June 1991..
 CS0327
 CS0327.The geoid height was determined by GEOID03.
 CS0327
 CS0327.The dynamic height is computed by dividing the NAVD 88
 CS0327.geopotential number by the normal gravity value computed on the
 CS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0327.degrees latitude (g = 980.6199 gals.).
 CS0327
 CS0327.The modeled gravity was interpolated from observed gravity values.
 CS0327
 CS0327;                    North         East    Units  Estimated Accuracy
 CS0327;SPC TXNC     - 2,074,970.      832,480.      MT  (+/- 180 meters Scaled)
 CS0327
 CS0327                          SUPERSEDED SURVEY CONTROL
 CS0327
 CS0327  NGVD 29 (??/??/92)  112.770  (m)          369.98   (f) ADJ UNCH    2 0
 CS0327
 CS0327.Superseded values are not recommended for survey control.
 CS0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0327.See file dsdata.txt to determine how the superseded data were derived.
 CS0327
 CS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA795795(NAD 83)
 CS0327_MARKER: DB = BENCH MARK DISK
 CS0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0327_STAMPING: N 267 1934
 CS0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0327+STABILITY: SURFACE MOTION
 CS0327
 CS0327  HISTORY     - Date     Condition        Report By
 CS0327  HISTORY     - 1934     MONUMENTED       CGS
 CS0327  HISTORY     - 1947     GOOD             NGS
 CS0327
 CS0327                          STATION DESCRIPTION
 CS0327
 CS0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0327'1.7 MI NW FROM EUSTACE.
 CS0327'1.7 MILE NORTHWEST ALONG THE TRACK FROM THE TEXAS AND NEW ORLEANS
 CS0327'RAILROAD STATION AT EUSTACE, 4 1/2 TELEPHONE POLES SOUTHEAST OF AND
 CS0327'ACROSS THE TRACK FROM MILE POST NO. 257, AT A PRIVATE ROAD CROSSING,
 CS0327'48.5 FEET NORTH OF THE CENTER OF THE NORTHEAST HEAD-WALL OF A 4X4 FOOT
 CS0327'WOODEN CULVERT UNDER THE TRACK, 44.8 FEET NORTHEAST OF THE NORTHEAST
 CS0327'RAIL, 14.0 FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD, 2.3 FEET
 CS0327'SOUTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 CS0327'ELEVATION AS THE TRACK AND PROJECTING 0.9 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0792 ***********************************************************************
 CR0792  DESIGNATION -  N 268
 CR0792  PID         -  CR0792
 CR0792  STATE/COUNTY-  TX/HENDERSON
 CR0792  USGS QUAD   -  BROWNSBORO (1984)
 CR0792
 CR0792                         *CURRENT SURVEY CONTROL
 CR0792  ___________________________________________________________________
 CR0792* NAD 83(1986)-  32 18 24.     (N)    095 31 39.     (W)     SCALED    
 CR0792* NAVD 88     -       108.178  (meters)     354.91   (feet)  ADJUSTED  
 CR0792  ___________________________________________________________________
 CR0792  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CR0792  DYNAMIC HT  -         108.052 (meters)     354.50  (feet)  COMP
 CR0792  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 CR0792
 CR0792  VERT ORDER  -  SECOND    CLASS 0
 CR0792
 CR0792.The horizontal coordinates were scaled from a topographic map and have
 CR0792.an estimated accuracy of +/- 6 seconds.
 CR0792
 CR0792.The orthometric height was determined by differential leveling
 CR0792.and adjusted by the National Geodetic Survey in June 1991..
 CR0792
 CR0792.The geoid height was determined by GEOID03.
 CR0792
 CR0792.The dynamic height is computed by dividing the NAVD 88
 CR0792.geopotential number by the normal gravity value computed on the
 CR0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0792.degrees latitude (g = 980.6199 gals.).
 CR0792
 CR0792.The modeled gravity was interpolated from observed gravity values.
 CR0792
 CR0792;                    North         East    Units  Estimated Accuracy
 CR0792;SPC TXNC     - 2,074,930.      879,890.      MT  (+/- 180 meters Scaled)
 CR0792
 CR0792                          SUPERSEDED SURVEY CONTROL
 CR0792
 CR0792  NGVD 29 (??/??/92)  108.208  (m)          355.01   (f) ADJ UNCH    2 0
 CR0792
 CR0792.Superseded values are not recommended for survey control.
 CR0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0792.See file dsdata.txt to determine how the superseded data were derived.
 CR0792
 CR0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR620772(NAD 83)
 CR0792_MARKER: DB = BENCH MARK DISK
 CR0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0792_STAMPING: N 268 1934
 CR0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0792+STABILITY: SURFACE MOTION
 CR0792
 CR0792  HISTORY     - Date     Condition        Report By
 CR0792  HISTORY     - 1934     MONUMENTED       CGS
 CR0792  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0792
 CR0792                          STATION DESCRIPTION
 CR0792
 CR0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0792'2.7 MI W FROM CHANDLER.
 CR0792'2.7 MILES W OF AND ALONG THE ST. L AND SW R R 17 YARDS N OF TRACK.
 CR0792'ALONG SMALL FILL.  0.4 MILE FROM CROSSING EACH WAY.  400 YARDS W OF
 CR0792'MILE POST 561.
 CR0792
 CR0792                          STATION RECOVERY (2004)
 CR0792
 CR0792'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0792'MARK NOT FOUND.  RR IS INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0071 ***********************************************************************
 BP0071  DESIGNATION -  N 27
 BP0071  PID         -  BP0071
 BP0071  STATE/COUNTY-  TX/TERRELL
 BP0071  USGS QUAD   -  MOFETA (1969)
 BP0071
 BP0071                         *CURRENT SURVEY CONTROL
 BP0071  ___________________________________________________________________
 BP0071* NAD 83(1986)-  30 03 11.     (N)    102 10 06.     (W)     SCALED    
 BP0071* NAVD 88     -       677.587  (meters)    2223.05   (feet)  ADJUSTED  
 BP0071  ___________________________________________________________________
 BP0071  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BP0071  DYNAMIC HT  -         676.561 (meters)    2219.68  (feet)  COMP
 BP0071  MODELED GRAV-     979,107.6   (mgal)                       NAVD 88
 BP0071
 BP0071  VERT ORDER  -  FIRST     CLASS II
 BP0071
 BP0071.The horizontal coordinates were scaled from a topographic map and have
 BP0071.an estimated accuracy of +/- 6 seconds.
 BP0071
 BP0071.The orthometric height was determined by differential leveling
 BP0071.and adjusted by the National Geodetic Survey in June 1991..
 BP0071
 BP0071.The geoid height was determined by GEOID03.
 BP0071
 BP0071.The dynamic height is computed by dividing the NAVD 88
 BP0071.geopotential number by the normal gravity value computed on the
 BP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0071.degrees latitude (g = 980.6199 gals.).
 BP0071
 BP0071.The modeled gravity was interpolated from observed gravity values.
 BP0071
 BP0071;                    North         East    Units  Estimated Accuracy
 BP0071;SPC TXSC     - 4,250,150.      294,520.      MT  (+/- 180 meters Scaled)
 BP0071
 BP0071                          SUPERSEDED SURVEY CONTROL
 BP0071
 BP0071  NGVD 29 (??/??/92)  677.385  (m)         2222.39   (f) ADJ UNCH    1 2
 BP0071
 BP0071.Superseded values are not recommended for survey control.
 BP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0071.See file dsdata.txt to determine how the superseded data were derived.
 BP0071
 BP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP730280(NAD 83)
 BP0071_MARKER: DB = BENCH MARK DISK
 BP0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0071_STAMPING: N 27 1917 ELEV. 2222.689 FT.
 BP0071_MARK LOGO: CGS   
 BP0071_PROJECTION: PROJECTING 15 CENTIMETERS
 BP0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0071+STABILITY: SURFACE MOTION
 BP0071
 BP0071  HISTORY     - Date     Condition        Report By
 BP0071  HISTORY     - 1917     MONUMENTED       CGS
 BP0071  HISTORY     - 1958     GOOD             NGS
 BP0071  HISTORY     - 1981     GOOD             NGS
 BP0071
 BP0071                          STATION DESCRIPTION
 BP0071
 BP0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0071'3.35 MI W FROM DRYDEN.
 BP0071'ABOUT 3.35 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0071'THE STATION AT DRYDEN, 12 1/2 FEET NORTH OF THE 15TH POLE EAST OF
 BP0071'MILEPOST 489, 44 FEET SOUTH OF THE SOUTH RAIL, 11 1/2 RAILS WEST OF
 BP0071'SEMAPHORE NUMBER 488.4, 16 FEET SOUTH OF THE SOUTH END OF A HAND CAR
 BP0071'SET OFF, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 BP0071'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0071'PROJECTING 6 INCHES.
 BP0071
 BP0071                          STATION RECOVERY (1981)
 BP0071
 BP0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0071'5.4 KM (3.35 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0071'IN DRYDEN, 0.9 KM (0.55 MI) EAST OF RAILROAD MILEPOST 489, 0.8 KM
 BP0071'(0.5 MI) WEST OF RAILROAD MILEPOST 488, 128.9 METERS (423.0 FT) WEST
 BP0071'OF TRIANGULATION STATION DRYDEN WEST BASE, 58.5 METERS (191.9 FT)
 BP0071'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 13.1 METERS (43.0 FT)
 BP0071'SOUTH OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 BP0071'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 BP0071'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0074 ***********************************************************************
 CT0074  DESIGNATION -  N 272
 CT0074  PID         -  CT0074
 CT0074  STATE/COUNTY-  TX/PALO PINTO
 CT0074  USGS QUAD   -  MINERAL WELLS WEST (1984)
 CT0074
 CT0074                         *CURRENT SURVEY CONTROL
 CT0074  ___________________________________________________________________
 CT0074* NAD 83(1986)-  32 48 04.     (N)    098 10 52.     (W)     SCALED    
 CT0074* NAVD 88     -       256.614  (meters)     841.91   (feet)  ADJUSTED  
 CT0074  ___________________________________________________________________
 CT0074  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CT0074  DYNAMIC HT  -         256.299 (meters)     840.87  (feet)  COMP
 CT0074  MODELED GRAV-     979,403.8   (mgal)                       NAVD 88
 CT0074
 CT0074  VERT ORDER  -  SECOND    CLASS 0
 CT0074
 CT0074.The horizontal coordinates were scaled from a topographic map and have
 CT0074.an estimated accuracy of +/- 6 seconds.
 CT0074
 CT0074.The orthometric height was determined by differential leveling
 CT0074.and adjusted by the National Geodetic Survey in June 1991..
 CT0074
 CT0074.The geoid height was determined by GEOID03.
 CT0074
 CT0074.The dynamic height is computed by dividing the NAVD 88
 CT0074.geopotential number by the normal gravity value computed on the
 CT0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0074.degrees latitude (g = 980.6199 gals.).
 CT0074
 CT0074.The modeled gravity was interpolated from observed gravity values.
 CT0074
 CT0074;                    North         East    Units  Estimated Accuracy
 CT0074;SPC TXNC     - 2,125,840.      629,860.      MT  (+/- 180 meters Scaled)
 CT0074
 CT0074                          SUPERSEDED SURVEY CONTROL
 CT0074
 CT0074  NGVD 29 (??/??/92)  256.544  (m)          841.68   (f) ADJ UNCH    2 0
 CT0074
 CT0074.Superseded values are not recommended for survey control.
 CT0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0074.See file dsdata.txt to determine how the superseded data were derived.
 CT0074
 CT0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB766295(NAD 83)
 CT0074_MARKER: DB = BENCH MARK DISK
 CT0074_SETTING: 66 = SET IN ROCK OUTCROP
 CT0074_SP_SET: ROCK OUTCROP
 CT0074_STAMPING: N 272 1934
 CT0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0074+STABILITY: POSITION/ELEVATION WELL
 CT0074
 CT0074  HISTORY     - Date     Condition        Report By
 CT0074  HISTORY     - 1934     MONUMENTED       CGS
 CT0074  HISTORY     - 1959     GOOD             USGS
 CT0074  HISTORY     - 20040327 GOOD             USPSQD
 CT0074
 CT0074                          STATION DESCRIPTION
 CT0074
 CT0074'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CT0074'4.3 MI SW FROM MINERAL WELLS.
 CT0074'MINERAL WELLS, 4.3 MI SW OF ALONG U.S. HWY. NO. 180., THENCE 0.25 MI.
 CT0074'NE. ALONG OLD HWY., 460 FT. N. OF CENTERLINE OF OLD HWY. AT BRIDGE.,
 CT0074'45 FT. E. AND 7 FT. HIGHER THAN CENTERLINE OF OLD HWY. OPPOSITE., IN
 CT0074'ROCK OUTCROP.  STAMPED TABLET STAMPED N 272 1934.
 CT0074
 CT0074                          STATION RECOVERY (2004)
 CT0074
 CT0074'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0269 ***********************************************************************
 CT0269  DESIGNATION -  N 273
 CT0269  PID         -  CT0269
 CT0269  STATE/COUNTY-  TX/STEPHENS
 CT0269  USGS QUAD   -  NECESSITY (1967)
 CT0269
 CT0269                         *CURRENT SURVEY CONTROL
 CT0269  ___________________________________________________________________
 CT0269* NAD 83(1986)-  32 39 33.     (N)    098 48 02.     (W)     SCALED    
 CT0269* NAVD 88     -       423.718  (meters)    1390.15   (feet)  ADJUSTED  
 CT0269  ___________________________________________________________________
 CT0269  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CT0269  DYNAMIC HT  -         423.181 (meters)    1388.39  (feet)  COMP
 CT0269  MODELED GRAV-     979,359.9   (mgal)                       NAVD 88
 CT0269
 CT0269  VERT ORDER  -  SECOND    CLASS 0
 CT0269
 CT0269.The horizontal coordinates were scaled from a topographic map and have
 CT0269.an estimated accuracy of +/- 6 seconds.
 CT0269
 CT0269.The orthometric height was determined by differential leveling
 CT0269.and adjusted by the National Geodetic Survey in June 1991..
 CT0269
 CT0269.The geoid height was determined by GEOID03.
 CT0269
 CT0269.The dynamic height is computed by dividing the NAVD 88
 CT0269.geopotential number by the normal gravity value computed on the
 CT0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0269.degrees latitude (g = 980.6199 gals.).
 CT0269
 CT0269.The modeled gravity was interpolated from observed gravity values.
 CT0269
 CT0269;                    North         East    Units  Estimated Accuracy
 CT0269;SPC TXNC     - 2,110,100.      571,810.      MT  (+/- 180 meters Scaled)
 CT0269
 CT0269                          SUPERSEDED SURVEY CONTROL
 CT0269
 CT0269  NGVD 29 (??/??/92)  423.587  (m)         1389.72   (f) ADJ UNCH    2 0
 CT0269
 CT0269.Superseded values are not recommended for survey control.
 CT0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0269.See file dsdata.txt to determine how the superseded data were derived.
 CT0269
 CT0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB187135(NAD 83)
 CT0269_MARKER: DB = BENCH MARK DISK
 CT0269_SETTING: 66 = SET IN ROCK OUTCROP
 CT0269_SP_SET: ROCK OUTCROP
 CT0269_STAMPING: N 273 1934
 CT0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0269+STABILITY: POSITION/ELEVATION WELL
 CT0269
 CT0269  HISTORY     - Date     Condition        Report By
 CT0269  HISTORY     - 1934     MONUMENTED       CGS
 CT0269  HISTORY     - 1957     GOOD             NGS
 CT0269
 CT0269                          STATION DESCRIPTION
 CT0269
 CT0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0269'5.8 MI NW FROM FRANKELL.
 CT0269'5.8 MILES NORTHWEST 0.25 MILES N OF MILE POST 114.  40 FEET E OF THE
 CT0269'CENTER OF THE CROSS ROAD.  18 FEET W OF FENCE LINE.  DISK SET
 CT0269'HORIZONTALLY IN OUTCROP OF ROCK AND MARKED WITH A PYRAMID OF ROCKS.
 CT0269'NOTE-- THE RAILROAD IS GONE BUT THE OLD GRADE IS STILL IN EVIDENCE.
 CT0269'THE MARK IS 15 FEET NORTHWEST OF TELEPHONE POLE NO. 492 AND IS 15 FEET
 CT0269'NORTHEAST OF A CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0442 ***********************************************************************
 CT0442  DESIGNATION -  N 274
 CT0442  PID         -  CT0442
 CT0442  STATE/COUNTY-  TX/EASTLAND
 CT0442  USGS QUAD   -  PIONEER (1987)
 CT0442
 CT0442                         *CURRENT SURVEY CONTROL
 CT0442  ___________________________________________________________________
 CT0442* NAD 83(1986)-  32 06 27.     (N)    099 03 56.     (W)     SCALED    
 CT0442* NAVD 88     -       506.309  (meters)    1661.12   (feet)  ADJUSTED  
 CT0442  ___________________________________________________________________
 CT0442  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CT0442  DYNAMIC HT  -         505.651 (meters)    1658.96  (feet)  COMP
 CT0442  MODELED GRAV-     979,324.0   (mgal)                       NAVD 88
 CT0442
 CT0442  VERT ORDER  -  SECOND    CLASS 0
 CT0442
 CT0442.The horizontal coordinates were scaled from a topographic map and have
 CT0442.an estimated accuracy of +/- 6 seconds.
 CT0442
 CT0442.The orthometric height was determined by differential leveling
 CT0442.and adjusted by the National Geodetic Survey in June 1991..
 CT0442
 CT0442.The geoid height was determined by GEOID03.
 CT0442
 CT0442.The dynamic height is computed by dividing the NAVD 88
 CT0442.geopotential number by the normal gravity value computed on the
 CT0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0442.degrees latitude (g = 980.6199 gals.).
 CT0442
 CT0442.The modeled gravity was interpolated from observed gravity values.
 CT0442
 CT0442;                    North         East    Units  Estimated Accuracy
 CT0442;SPC TXNC     - 2,049,030.      546,620.      MT  (+/- 180 meters Scaled)
 CT0442
 CT0442                          SUPERSEDED SURVEY CONTROL
 CT0442
 CT0442  NGVD 29 (??/??/92)  506.182  (m)         1660.70   (f) ADJ UNCH    2 0
 CT0442
 CT0442.Superseded values are not recommended for survey control.
 CT0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0442.See file dsdata.txt to determine how the superseded data were derived.
 CT0442
 CT0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA938523(NAD 83)
 CT0442_MARKER: DB = BENCH MARK DISK
 CT0442_SETTING: 0 = UNSPECIFIED SETTING
 CT0442_STAMPING: N 274 1934
 CT0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0442
 CT0442  HISTORY     - Date     Condition        Report By
 CT0442  HISTORY     - 1934     MONUMENTED       CGS
 CT0442  HISTORY     - 1969     GOOD             USGS
 CT0442
 CT0442                          STATION DESCRIPTION
 CT0442
 CT0442'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CT0442'6.75 MI W FROM RISING STAR.
 CT0442'PIONEER RR STA., 1.9 MI. EAST ALONG MKT RR RISING STAR, INTERSECTION
 CT0442'OF STATE HIGHWAY 36 AND U.S. 183, 6.1 MILES WEST ON HWY. 36 TO A CROSS
 CT0442'ROAD, THEN NORTH ON GRADED COUNTY ROAD 0.65 MI. TO A WIRE GATE ON THE
 CT0442'RIGHT.  (GATE IS IN CENTER OF OLD RR GRADE) WALK OR DRIVE SE ALONG OLD
 CT0442'RR GRADE 1000 FEET TO AN E-W FENCE AND THE BM ON THE LEFT, 12 FT.
 CT0442'NORTH OF THE FENCE, 20 FT. NE OF OLD RR GRADE CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0502 ***********************************************************************
 DM0502  DESIGNATION -  N 276
 DM0502  PID         -  DM0502
 DM0502  STATE/COUNTY-  TX/HOPKINS
 DM0502  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM0502
 DM0502                         *CURRENT SURVEY CONTROL
 DM0502  ___________________________________________________________________
 DM0502* NAD 83(1986)-  33 08 18.     (N)    095 36 02.     (W)     SCALED    
 DM0502* NAVD 88     -       153.568  (meters)     503.83   (feet)  ADJUSTED  
 DM0502  ___________________________________________________________________
 DM0502  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DM0502  DYNAMIC HT  -         153.400 (meters)     503.28  (feet)  COMP
 DM0502  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 DM0502
 DM0502  VERT ORDER  -  FIRST     CLASS II
 DM0502
 DM0502.The horizontal coordinates were scaled from a topographic map and have
 DM0502.an estimated accuracy of +/- 6 seconds.
 DM0502
 DM0502.The orthometric height was determined by differential leveling
 DM0502.and adjusted by the National Geodetic Survey in June 1991..
 DM0502
 DM0502.The geoid height was determined by GEOID03.
 DM0502
 DM0502.The dynamic height is computed by dividing the NAVD 88
 DM0502.geopotential number by the normal gravity value computed on the
 DM0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0502.degrees latitude (g = 980.6199 gals.).
 DM0502
 DM0502.The modeled gravity was interpolated from observed gravity values.
 DM0502
 DM0502;                    North         East    Units  Estimated Accuracy
 DM0502;SPC TXNC     - 2,166,930.      870,470.      MT  (+/- 180 meters Scaled)
 DM0502
 DM0502                          SUPERSEDED SURVEY CONTROL
 DM0502
 DM0502  NGVD 29 (??/??/92)  153.566  (m)          503.82   (f) ADJ UNCH    1 2
 DM0502
 DM0502.Superseded values are not recommended for survey control.
 DM0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0502.See file dsdata.txt to determine how the superseded data were derived.
 DM0502
 DM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS574696(NAD 83)
 DM0502_MARKER: DB = BENCH MARK DISK
 DM0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0502_SP_SET: ROCK BLOCK
 DM0502_STAMPING: N 276 1934
 DM0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0502
 DM0502  HISTORY     - Date     Condition        Report By
 DM0502  HISTORY     - 1934     MONUMENTED       CGS
 DM0502  HISTORY     - 1954     GOOD             NGS
 DM0502  HISTORY     - 19950622 GOOD             USPSQD
 DM0502
 DM0502                          STATION DESCRIPTION
 DM0502
 DM0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0502'IN SULPHUR SPRINGS.
 DM0502'AT THE COUNTY COURT HOUSE.  DISK IS SET VERTICALLY IN RED ROCK BLOCK.
 DM0502'JUST BELOW THE WINDOW OF THE JUDGES OFFICE.  16 FEET S OF NW ENTRANCE
 DM0502'TO COURT HOUSE.  3 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 DM0502
 DM0502                          STATION RECOVERY (1954)
 DM0502
 DM0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DM0502'RECOVERED IN GOOD CONDITION.
 DM0502
 DM0502                          STATION RECOVERY (1995)
 DM0502
 DM0502'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0263 ***********************************************************************
 CR0263  DESIGNATION -  N 278
 CR0263  PID         -  CR0263
 CR0263  STATE/COUNTY-  TX/GREGG
 CR0263  USGS QUAD   -  GLADEWATER (1960)
 CR0263
 CR0263                         *CURRENT SURVEY CONTROL
 CR0263  ___________________________________________________________________
 CR0263* NAD 83(1986)-  32 32 05.     (N)    094 56 44.     (W)     SCALED    
 CR0263* NAVD 88     -        98.726  (meters)     323.90   (feet)  ADJUSTED  
 CR0263  ___________________________________________________________________
 CR0263  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CR0263  DYNAMIC HT  -          98.613 (meters)     323.53  (feet)  COMP
 CR0263  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CR0263
 CR0263  VERT ORDER  -  SECOND    CLASS 0
 CR0263
 CR0263.The horizontal coordinates were scaled from a topographic map and have
 CR0263.an estimated accuracy of +/- 6 seconds.
 CR0263
 CR0263.The orthometric height was determined by differential leveling
 CR0263.and adjusted by the National Geodetic Survey in June 1991..
 CR0263
 CR0263.The geoid height was determined by GEOID03.
 CR0263
 CR0263.The dynamic height is computed by dividing the NAVD 88
 CR0263.geopotential number by the normal gravity value computed on the
 CR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0263.degrees latitude (g = 980.6199 gals.).
 CR0263
 CR0263.The modeled gravity was interpolated from observed gravity values.
 CR0263
 CR0263;                    North         East    Units  Estimated Accuracy
 CR0263;SPC TXNC     - 2,101,910.      933,810.      MT  (+/- 180 meters Scaled)
 CR0263
 CR0263                          SUPERSEDED SURVEY CONTROL
 CR0263
 CR0263  NGVD 29 (??/??/92)   98.755  (m)          324.00   (f) ADJ UNCH    2 0
 CR0263
 CR0263.Superseded values are not recommended for survey control.
 CR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0263.See file dsdata.txt to determine how the superseded data were derived.
 CR0263
 CR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS172013(NAD 83)
 CR0263_MARKER: DB = BENCH MARK DISK
 CR0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0263_SP_SET: STEP
 CR0263_STAMPING: N 278 1934
 CR0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0263
 CR0263  HISTORY     - Date     Condition        Report By
 CR0263  HISTORY     - 1934     MONUMENTED       CGS
 CR0263  HISTORY     - 20040605 GOOD             USPSQD
 CR0263
 CR0263                          STATION DESCRIPTION
 CR0263
 CR0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0263'IN GLADEWATER.
 CR0263'IN THE CITY HALL.  DISK SET HORIZONTALLY ON S END OF FIRST CONCRETE
 CR0263'STEP INTO THE E OR POLICE ENTRANCE TO BUILDING.
 CR0263
 CR0263                          STATION RECOVERY (2004)
 CR0263
 CR0263'RECOVERY NOTE BY US POWER SQUADRON 2004 (JBL)
 CR0263'CITY HALL HAS MOVED. SITE IS NOW A RESTAURANT CALLED THE OLD FIRE
 CR0263'HOUSE INN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1413 ***********************************************************************
 BL1413  DESIGNATION -  N 279
 BL1413  PID         -  BL1413
 BL1413  STATE/COUNTY-  TX/HARRIS
 BL1413  USGS QUAD   -  TOMBALL (1979)
 BL1413
 BL1413                         *CURRENT SURVEY CONTROL
 BL1413  ___________________________________________________________________
 BL1413* NAD 83(1986)-  30 06 04.     (N)    095 36 56.     (W)     SCALED    
 BL1413* NAVD 88     -        56.723  (meters)     186.10   (feet)  ADJUSTED  
 BL1413  ___________________________________________________________________
 BL1413  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1413  DYNAMIC HT  -          56.646 (meters)     185.85  (feet)  COMP
 BL1413  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 BL1413
 BL1413  VERT ORDER  -  FIRST     CLASS II
 BL1413
 BL1413.The horizontal coordinates were scaled from a topographic map and have
 BL1413.an estimated accuracy of +/- 6 seconds.
 BL1413
 BL1413.The orthometric height was determined by differential leveling
 BL1413.and adjusted by the National Geodetic Survey in June 1991..
 BL1413
 BL1413.The geoid height was determined by GEOID03.
 BL1413
 BL1413.The dynamic height is computed by dividing the NAVD 88
 BL1413.geopotential number by the normal gravity value computed on the
 BL1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1413.degrees latitude (g = 980.6199 gals.).
 BL1413
 BL1413.The modeled gravity was interpolated from observed gravity values.
 BL1413
 BL1413;                    North         East    Units  Estimated Accuracy
 BL1413;SPC TXSC     - 4,256,060.      926,160.      MT  (+/- 180 meters Scaled)
 BL1413
 BL1413                          SUPERSEDED SURVEY CONTROL
 BL1413
 BL1413  NGVD 29 (12/23/87)   56.717  (m)          186.08   (f) ADJUSTED    1 2
 BL1413
 BL1413.Superseded values are not recommended for survey control.
 BL1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1413.See file dsdata.txt to determine how the superseded data were derived.
 BL1413
 BL1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP479328(NAD 83)
 BL1413_MARKER: DB = BENCH MARK DISK
 BL1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1413_SP_SET: CONCRETE POST
 BL1413_STAMPING: N 279 1935
 BL1413_MARK LOGO: CGS   
 BL1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1413+STABILITY: SURFACE MOTION
 BL1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1413+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1413
 BL1413  HISTORY     - Date     Condition        Report By
 BL1413  HISTORY     - 1935     MONUMENTED       CGS
 BL1413  HISTORY     - 1973     GOOD             NGS
 BL1413  HISTORY     - 1978     GOOD             NGS
 BL1413  HISTORY     - 1986     GOOD             NGS
 BL1413  HISTORY     - 20050108 GOOD             USPSQD
 BL1413
 BL1413                          STATION DESCRIPTION
 BL1413
 BL1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1413'IN TOMBALL.
 BL1413'ABOUT 0.25 MILE NORTHWEST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD AT
 BL1413'TOMBALL, FROM THE CROSSING OF WALLER-TOMBALL RD., ABOUT 82 FEET
 BL1413'NORTHEAST OF THE CENTER LINE OF NORTH ELM ST., 37.1 FEET SOUTHWEST OF
 BL1413'THE SOUTHWEST RAIL, 17 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF
 BL1413'EPPS ST., 5.7 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF
 BL1413'A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE RAIL, AND SET IN
 BL1413'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 BL1413
 BL1413                          STATION RECOVERY (1978)
 BL1413
 BL1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1413'RECOVERED IN GOOD CONDITION.
 BL1413
 BL1413                          STATION RECOVERY (1986)
 BL1413
 BL1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1413'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1413'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1413
 BL1413                          STATION RECOVERY (2005)
 BL1413
 BL1413'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 BL1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0526 ***********************************************************************
 DO0526  DESIGNATION -  N 280
 DO0526  PID         -  DO0526
 DO0526  STATE/COUNTY-  TX/HASKELL
 DO0526  USGS QUAD   -  IRBY (1966)
 DO0526
 DO0526                         *CURRENT SURVEY CONTROL
 DO0526  ___________________________________________________________________
 DO0526* NAD 83(1986)-  33 10 46.     (N)    099 31 27.     (W)     SCALED    
 DO0526* NAVD 88     -       445.844  (meters)    1462.74   (feet)  ADJUSTED  
 DO0526  ___________________________________________________________________
 DO0526  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DO0526  DYNAMIC HT  -         445.296 (meters)    1460.94  (feet)  COMP
 DO0526  MODELED GRAV-     979,394.0   (mgal)                       NAVD 88
 DO0526
 DO0526  VERT ORDER  -  SECOND    CLASS 0
 DO0526
 DO0526.The horizontal coordinates were scaled from a topographic map and have
 DO0526.an estimated accuracy of +/- 6 seconds.
 DO0526
 DO0526.The orthometric height was determined by differential leveling
 DO0526.and adjusted by the National Geodetic Survey in June 1991..
 DO0526
 DO0526.The geoid height was determined by GEOID03.
 DO0526
 DO0526.The dynamic height is computed by dividing the NAVD 88
 DO0526.geopotential number by the normal gravity value computed on the
 DO0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0526.degrees latitude (g = 980.6199 gals.).
 DO0526
 DO0526.The modeled gravity was interpolated from observed gravity values.
 DO0526
 DO0526;                    North         East    Units  Estimated Accuracy
 DO0526;SPC TXNC     - 2,168,220.      504,500.      MT  (+/- 180 meters Scaled)
 DO0526
 DO0526                          SUPERSEDED SURVEY CONTROL
 DO0526
 DO0526  NGVD 29 (??/??/92)  445.700  (m)         1462.27   (f) ADJ UNCH    2 0
 DO0526
 DO0526.Superseded values are not recommended for survey control.
 DO0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0526.See file dsdata.txt to determine how the superseded data were derived.
 DO0526
 DO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB511713(NAD 83)
 DO0526_MARKER: DB = BENCH MARK DISK
 DO0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0526_STAMPING: N 280 1934
 DO0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0526+STABILITY: SURFACE MOTION
 DO0526
 DO0526  HISTORY     - Date     Condition        Report By
 DO0526  HISTORY     - 1934     MONUMENTED       CGS
 DO0526  HISTORY     - 1962     GOOD             USGS
 DO0526
 DO0526                          STATION DESCRIPTION
 DO0526
 DO0526'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0526'13.5 MI E FROM HASKELL.
 DO0526'ABOUT 12.5 MILES EAST ALONG STATE HIGHWAY 24 FROM HASKELL, COUNTY
 DO0526'TEXAS, 0.2 MILES WEST OF A TEXICO GAS STATION 75 FEET NORTH OF
 DO0526'HIGHWAY, 36 FEET NORTHEAST OF A POWER POLE, AND 1 FOOT WEST OF A LONE
 DO0526'FENCE POST.  IN A CONCRETE POST A STANDARD U.S.C.AND G.S. TABLET
 DO0526'STAMPED N 280 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0280 ***********************************************************************
 DO0280  DESIGNATION -  N 281
 DO0280  PID         -  DO0280
 DO0280  STATE/COUNTY-  TX/YOUNG
 DO0280  USGS QUAD   -  PROFFITT (1981)
 DO0280
 DO0280                         *CURRENT SURVEY CONTROL
 DO0280  ___________________________________________________________________
 DO0280* NAD 83(1986)-  33 10 31.     (N)    098 45 27.     (W)     SCALED    
 DO0280* NAVD 88     -       335.282  (meters)    1100.00   (feet)  ADJUSTED  
 DO0280  ___________________________________________________________________
 DO0280  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DO0280  DYNAMIC HT  -         334.883 (meters)    1098.70  (feet)  COMP
 DO0280  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 DO0280
 DO0280  VERT ORDER  -  SECOND    CLASS 0
 DO0280
 DO0280.The horizontal coordinates were scaled from a topographic map and have
 DO0280.an estimated accuracy of +/- 6 seconds.
 DO0280
 DO0280.The orthometric height was determined by differential leveling
 DO0280.and adjusted by the National Geodetic Survey in June 1991..
 DO0280
 DO0280.The geoid height was determined by GEOID03.
 DO0280
 DO0280.The dynamic height is computed by dividing the NAVD 88
 DO0280.geopotential number by the normal gravity value computed on the
 DO0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0280.degrees latitude (g = 980.6199 gals.).
 DO0280
 DO0280.The modeled gravity was interpolated from observed gravity values.
 DO0280
 DO0280;                    North         East    Units  Estimated Accuracy
 DO0280;SPC TXNC     - 2,167,320.      575,990.      MT  (+/- 180 meters Scaled)
 DO0280
 DO0280                          SUPERSEDED SURVEY CONTROL
 DO0280
 DO0280  NGVD 29 (??/??/92)  335.188  (m)         1099.70   (f) ADJ UNCH    2 0
 DO0280
 DO0280.Superseded values are not recommended for survey control.
 DO0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0280.See file dsdata.txt to determine how the superseded data were derived.
 DO0280
 DO0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB226707(NAD 83)
 DO0280_MARKER: DB = BENCH MARK DISK
 DO0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0280_SP_SET: FOUNDATION
 DO0280_STAMPING: N 281 1934
 DO0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0280
 DO0280  HISTORY     - Date     Condition        Report By
 DO0280  HISTORY     - 1934     MONUMENTED       CGS
 DO0280  HISTORY     - 1957     GOOD             NGS
 DO0280  HISTORY     - 20010325 GOOD             USPSQD
 DO0280  HISTORY     - 20050416 GOOD             USPSQD
 DO0280
 DO0280                          STATION DESCRIPTION
 DO0280
 DO0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0280'2.4 MI SW FROM NEWCASTLE.
 DO0280'2.4 MILES SW OF AND ALONG STATE HIGHWAY NO 120 DISK SET HORIZONTALLY
 DO0280'IN THE S WINGWALL OF W ABUTMENT OF CONCRETE AND STEEL BRIDGE OVER THE
 DO0280'BRAZOS RIVER.
 DO0280
 DO0280                          STATION RECOVERY (1957)
 DO0280
 DO0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0280'RECOVERED IN GOOD CONDITION.
 DO0280
 DO0280                          STATION RECOVERY (2001)
 DO0280
 DO0280'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0280'RECOVERED IN GOOD CONDITION.
 DO0280
 DO0280                          STATION RECOVERY (2005)
 DO0280
 DO0280'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 DO0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0107 ***********************************************************************
 CT0107  DESIGNATION -  N 282
 CT0107  PID         -  CT0107
 CT0107  STATE/COUNTY-  TX/COMANCHE
 CT0107  USGS QUAD   -  COMYN (1979)
 CT0107
 CT0107                         *CURRENT SURVEY CONTROL
 CT0107  ___________________________________________________________________
 CT0107* NAD 83(1986)-  32 01 00.     (N)    098 24 32.     (W)     SCALED    
 CT0107* NAVD 88     -       383.406  (meters)    1257.89   (feet)  ADJUSTED  
 CT0107  ___________________________________________________________________
 CT0107  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CT0107  DYNAMIC HT  -         382.919 (meters)    1256.29  (feet)  COMP
 CT0107  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 CT0107
 CT0107  VERT ORDER  -  SECOND    CLASS 0
 CT0107
 CT0107.The horizontal coordinates were scaled from a topographic map and have
 CT0107.an estimated accuracy of +/- 6 seconds.
 CT0107
 CT0107.The orthometric height was determined by differential leveling
 CT0107.and adjusted by the National Geodetic Survey in June 1991..
 CT0107
 CT0107.The geoid height was determined by GEOID03.
 CT0107
 CT0107.The dynamic height is computed by dividing the NAVD 88
 CT0107.geopotential number by the normal gravity value computed on the
 CT0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0107.degrees latitude (g = 980.6199 gals.).
 CT0107
 CT0107.The modeled gravity was interpolated from observed gravity values.
 CT0107
 CT0107;                    North         East    Units  Estimated Accuracy
 CT0107;SPC TX C     - 3,262,100.      881,810.      MT  (+/- 180 meters Scaled)
 CT0107
 CT0107                          SUPERSEDED SURVEY CONTROL
 CT0107
 CT0107  NGVD 29 (??/??/92)  383.331  (m)         1257.65   (f) ADJ UNCH    2 0
 CT0107
 CT0107.Superseded values are not recommended for survey control.
 CT0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0107.See file dsdata.txt to determine how the superseded data were derived.
 CT0107
 CT0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA558424(NAD 83)
 CT0107_MARKER: DB = BENCH MARK DISK
 CT0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0107_STAMPING: N 282 1934
 CT0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0107+STABILITY: SURFACE MOTION
 CT0107
 CT0107  HISTORY     - Date     Condition        Report By
 CT0107  HISTORY     - 1934     MONUMENTED       CGS
 CT0107  HISTORY     - 1966     MARK NOT FOUND   NGS
 CT0107
 CT0107                          STATION DESCRIPTION
 CT0107
 CT0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0107'2.5 MI NE FROM PROCTOR.
 CT0107'ABOUT 2.5 MILES NORTHEAST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CT0107'FROM THE STATION AT PROCTOR, COMANCHE COUNTY, AT MILEPOST 831, 43 FEET
 CT0107'WEST OF THE CENTER LINE OF THE TRACK, AND 5 FEET EAST OF THE
 CT0107'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 282 1934 AND SET IN
 CT0107'THE TOP OF A CONCRETE POST.  THIS BENCH MARK WAS SEARCHED FOR BUT NOT
 CT0107'FOUND.  THE AREA AT THE SITE OF MARK HAS BEEN CLEARED WITH A
 CT0107'CATERPILLAR TRACTOR FOR A FIRE BREAK.  IT IS BELIEVED THE MARK MAY
 CT0107'HAVE BEEN DESTROYED OR IS COVERED OVER WITH DIRT DURING THE CLEARING
 CT0107'FOR THE FIRE BREAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2167 ***********************************************************************
 CS2167  DESIGNATION -  N 283
 CS2167  PID         -  CS2167
 CS2167  STATE/COUNTY-  TX/HOOD
 CS2167  USGS QUAD   -  TOLAR (1979)
 CS2167
 CS2167                         *CURRENT SURVEY CONTROL
 CS2167  ___________________________________________________________________
 CS2167* NAD 83(1986)-  32 22 43.     (N)    097 57 26.     (W)     SCALED    
 CS2167* NAVD 88     -       320.420  (meters)    1051.24   (feet)  ADJUSTED  
 CS2167  ___________________________________________________________________
 CS2167  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CS2167  DYNAMIC HT  -         320.025 (meters)    1049.95  (feet)  COMP
 CS2167  MODELED GRAV-     979,397.2   (mgal)                       NAVD 88
 CS2167
 CS2167  VERT ORDER  -  SECOND    CLASS 0
 CS2167
 CS2167.The horizontal coordinates were scaled from a topographic map and have
 CS2167.an estimated accuracy of +/- 6 seconds.
 CS2167
 CS2167.The orthometric height was determined by differential leveling
 CS2167.and adjusted by the National Geodetic Survey in June 1991..
 CS2167
 CS2167.The geoid height was determined by GEOID03.
 CS2167
 CS2167.The dynamic height is computed by dividing the NAVD 88
 CS2167.geopotential number by the normal gravity value computed on the
 CS2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2167.degrees latitude (g = 980.6199 gals.).
 CS2167
 CS2167.The modeled gravity was interpolated from observed gravity values.
 CS2167
 CS2167;                    North         East    Units  Estimated Accuracy
 CS2167;SPC TXNC     - 2,079,080.      651,070.      MT  (+/- 180 meters Scaled)
 CS2167
 CS2167                          SUPERSEDED SURVEY CONTROL
 CS2167
 CS2167  NGVD 29 (??/??/92)  320.356  (m)         1051.03   (f) ADJ UNCH    2 0
 CS2167
 CS2167.Superseded values are not recommended for survey control.
 CS2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2167.See file dsdata.txt to determine how the superseded data were derived.
 CS2167
 CS2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA980828(NAD 83)
 CS2167_MARKER: DB = BENCH MARK DISK
 CS2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2167_STAMPING: N 283 1934
 CS2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2167+STABILITY: SURFACE MOTION
 CS2167
 CS2167  HISTORY     - Date     Condition        Report By
 CS2167  HISTORY     - 1934     MONUMENTED       CGS
 CS2167  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2167
 CS2167                          STATION DESCRIPTION
 CS2167
 CS2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2167'2.4 MI W FROM TOLAR.
 CS2167'ABOUT 2.4 MILES WEST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY FROM
 CS2167'THE STATION AT TOLAR, HOOD COUNTY, ABOUT 44 YARDS SOUTHEAST OF POLE
 CS2167'786 + 30, AT A PRIVATE ROAD CROSSING, 70 FEET EAST OF THE CENTER LINE
 CS2167'OF THE ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 8 FEET
 CS2167'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 283 1934
 CS2167'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK MAY STILL BE
 CS2167'INPLACE AS THE AREA AT SITE OF MARK WAS COVERED WITH VINES AND TALL
 CS2167'GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0009 ***********************************************************************
 CA0009  DESIGNATION -  N 284
 CA0009  PID         -  CA0009
 CA0009  STATE/COUNTY-  TX/COMANCHE
 CA0009  USGS QUAD   -  GUSTINE (1956)
 CA0009
 CA0009                         *CURRENT SURVEY CONTROL
 CA0009  ___________________________________________________________________
 CA0009* NAD 83(1986)-  31 49 15.     (N)    098 28 35.     (W)     SCALED    
 CA0009* NAVD 88     -       382.962  (meters)    1256.43   (feet)  ADJUSTED  
 CA0009  ___________________________________________________________________
 CA0009  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CA0009  DYNAMIC HT  -         382.470 (meters)    1254.82  (feet)  COMP
 CA0009  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 CA0009
 CA0009  VERT ORDER  -  SECOND    CLASS 0
 CA0009
 CA0009.The horizontal coordinates were scaled from a topographic map and have
 CA0009.an estimated accuracy of +/- 6 seconds.
 CA0009
 CA0009.The orthometric height was determined by differential leveling
 CA0009.and adjusted by the National Geodetic Survey in June 1991..
 CA0009
 CA0009.The geoid height was determined by GEOID03.
 CA0009
 CA0009.The dynamic height is computed by dividing the NAVD 88
 CA0009.geopotential number by the normal gravity value computed on the
 CA0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0009.degrees latitude (g = 980.6199 gals.).
 CA0009
 CA0009.The modeled gravity was interpolated from observed gravity values.
 CA0009
 CA0009;                    North         East    Units  Estimated Accuracy
 CA0009;SPC TX C     - 3,240,280.      875,800.      MT  (+/- 180 meters Scaled)
 CA0009
 CA0009                          SUPERSEDED SURVEY CONTROL
 CA0009
 CA0009  NGVD 29 (??/??/92)  382.883  (m)         1256.18   (f) ADJ UNCH    2 0
 CA0009
 CA0009.Superseded values are not recommended for survey control.
 CA0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0009.See file dsdata.txt to determine how the superseded data were derived.
 CA0009
 CA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA495206(NAD 83)
 CA0009_MARKER: DB = BENCH MARK DISK
 CA0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0009_STAMPING: N 284 1934
 CA0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0009+STABILITY: SURFACE MOTION
 CA0009
 CA0009  HISTORY     - Date     Condition        Report By
 CA0009  HISTORY     - 1934     MONUMENTED       CGS
 CA0009
 CA0009                          STATION DESCRIPTION
 CA0009
 CA0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0009'11.4 MI SE FROM COMANCHE.
 CA0009'11.4 MI SE OF AND ALONG STATE HWY 36 OPPOSITE A ROAD RUNNING NE OFF
 CA0009'HIGHWAY TO A FARM HOUSE.  17 FEET N OF A LIVE OAK TREE PAINTED USBM.
 CA0009'25 FEET SW OF CENTER OF HIGHWAY.  6 FEET SW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0131 ***********************************************************************
 CA0131  DESIGNATION -  N 285
 CA0131  PID         -  CA0131
 CA0131  STATE/COUNTY-  TX/LAMPASAS
 CA0131  USGS QUAD   -  ADAMSVILLE (1954)
 CA0131
 CA0131                         *CURRENT SURVEY CONTROL
 CA0131  ___________________________________________________________________
 CA0131* NAD 83(1986)-  31 19 35.     (N)    098 10 20.     (W)     SCALED    
 CA0131* NAVD 88     -       324.820  (meters)    1065.68   (feet)  ADJUSTED  
 CA0131  ___________________________________________________________________
 CA0131  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CA0131  DYNAMIC HT  -         324.390 (meters)    1064.27  (feet)  COMP
 CA0131  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 CA0131
 CA0131  VERT ORDER  -  SECOND    CLASS 0
 CA0131
 CA0131.The horizontal coordinates were scaled from a topographic map and have
 CA0131.an estimated accuracy of +/- 6 seconds.
 CA0131
 CA0131.The orthometric height was determined by differential leveling
 CA0131.and adjusted by the National Geodetic Survey in June 1991..
 CA0131
 CA0131.The geoid height was determined by GEOID03.
 CA0131
 CA0131.The dynamic height is computed by dividing the NAVD 88
 CA0131.geopotential number by the normal gravity value computed on the
 CA0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0131.degrees latitude (g = 980.6199 gals.).
 CA0131
 CA0131.The modeled gravity was interpolated from observed gravity values.
 CA0131
 CA0131;                    North         East    Units  Estimated Accuracy
 CA0131;SPC TX C     - 3,185,990.      905,660.      MT  (+/- 180 meters Scaled)
 CA0131
 CA0131                          SUPERSEDED SURVEY CONTROL
 CA0131
 CA0131  NGVD 29 (??/??/92)  324.724  (m)         1065.37   (f) ADJ UNCH    2 0
 CA0131
 CA0131.Superseded values are not recommended for survey control.
 CA0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0131.See file dsdata.txt to determine how the superseded data were derived.
 CA0131
 CA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV787660(NAD 83)
 CA0131_MARKER: DB = BENCH MARK DISK
 CA0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0131_STAMPING: N 285 1934
 CA0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0131+STABILITY: SURFACE MOTION
 CA0131
 CA0131  HISTORY     - Date     Condition        Report By
 CA0131  HISTORY     - 1934     MONUMENTED       CGS
 CA0131
 CA0131                          STATION DESCRIPTION
 CA0131
 CA0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0131'10.5 MI S FROM EVANT.
 CA0131'10.5 MILES S OF AND ALONG STATE HWY 66.  AT A T ROAD RUNNING W OFF
 CA0131'HIGHWAY WITH A ROCK FENCE ON BOTH SIDES.  53 FEET W OF CENTER OF
 CA0131'HIGHWAY AND IN THE R/W FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0357 ***********************************************************************
 DM0357  DESIGNATION -  N 286
 DM0357  PID         -  DM0357
 DM0357  STATE/COUNTY-  TX/RED RIVER
 DM0357  USGS QUAD   -  ANNONA (1950)
 DM0357
 DM0357                         *CURRENT SURVEY CONTROL
 DM0357  ___________________________________________________________________
 DM0357* NAD 83(1986)-  33 34 26.     (N)    094 53 17.     (W)     SCALED    
 DM0357* NAVD 88     -       113.838  (meters)     373.48   (feet)  ADJUSTED  
 DM0357  ___________________________________________________________________
 DM0357  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DM0357  DYNAMIC HT  -         113.718 (meters)     373.09  (feet)  COMP
 DM0357  MODELED GRAV-     979,586.1   (mgal)                       NAVD 88
 DM0357
 DM0357  VERT ORDER  -  SECOND    CLASS 0
 DM0357
 DM0357.The horizontal coordinates were scaled from a topographic map and have
 DM0357.an estimated accuracy of +/- 6 seconds.
 DM0357
 DM0357.The orthometric height was determined by differential leveling
 DM0357.and adjusted by the National Geodetic Survey in June 1991..
 DM0357
 DM0357.The geoid height was determined by GEOID03.
 DM0357
 DM0357.The dynamic height is computed by dividing the NAVD 88
 DM0357.geopotential number by the normal gravity value computed on the
 DM0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0357.degrees latitude (g = 980.6199 gals.).
 DM0357
 DM0357.The modeled gravity was interpolated from observed gravity values.
 DM0357
 DM0357;                    North         East    Units  Estimated Accuracy
 DM0357;SPC TXNC     - 2,217,260.      935,250.      MT  (+/- 180 meters Scaled)
 DM0357
 DM0357                          SUPERSEDED SURVEY CONTROL
 DM0357
 DM0357  NGVD 29 (??/??/92)  113.836  (m)          373.48   (f) ADJ UNCH    2 0
 DM0357
 DM0357.Superseded values are not recommended for survey control.
 DM0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0357.See file dsdata.txt to determine how the superseded data were derived.
 DM0357
 DM0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT247165(NAD 83)
 DM0357_MARKER: DB = BENCH MARK DISK
 DM0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0357_SP_SET: BRIDGE
 DM0357_STAMPING: N 286 1934
 DM0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0357
 DM0357  HISTORY     - Date     Condition        Report By
 DM0357  HISTORY     - 1934     MONUMENTED       CGS
 DM0357
 DM0357                          STATION DESCRIPTION
 DM0357
 DM0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0357'1.4 MI E FROM ANNONA.
 DM0357'1.4 MI E OF AND ALONG THE T P R R DISK IS SET HORIZONTALLY IN THE E
 DM0357'END OF N HEADWALL OF A CONCRETE BRIDGE.  174 YARDS W OF MILE POST 51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0150 ***********************************************************************
 DN0150  DESIGNATION -  N 288
 DN0150  PID         -  DN0150
 DN0150  STATE/COUNTY-  TX/HUNT
 DN0150  USGS QUAD   -  GREENVILLE NE (1963)
 DN0150
 DN0150                         *CURRENT SURVEY CONTROL
 DN0150  ___________________________________________________________________
 DN0150* NAD 83(1986)-  33 09 11.     (N)    096 02 10.     (W)     SCALED    
 DN0150* NAVD 88     -       170.165  (meters)     558.28   (feet)  ADJUSTED  
 DN0150  ___________________________________________________________________
 DN0150  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN0150  DYNAMIC HT  -         169.980 (meters)     557.68  (feet)  COMP
 DN0150  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 DN0150
 DN0150  VERT ORDER  -  SECOND    CLASS 0
 DN0150
 DN0150.The horizontal coordinates were scaled from a topographic map and have
 DN0150.an estimated accuracy of +/- 6 seconds.
 DN0150
 DN0150.The orthometric height was determined by differential leveling
 DN0150.and adjusted by the National Geodetic Survey in June 1991..
 DN0150
 DN0150.The geoid height was determined by GEOID03.
 DN0150
 DN0150.The dynamic height is computed by dividing the NAVD 88
 DN0150.geopotential number by the normal gravity value computed on the
 DN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0150.degrees latitude (g = 980.6199 gals.).
 DN0150
 DN0150.The modeled gravity was interpolated from observed gravity values.
 DN0150
 DN0150;                    North         East    Units  Estimated Accuracy
 DN0150;SPC TXNC     - 2,167,520.      829,810.      MT  (+/- 180 meters Scaled)
 DN0150
 DN0150                          SUPERSEDED SURVEY CONTROL
 DN0150
 DN0150  NGVD 29 (??/??/92)  170.151  (m)          558.24   (f) ADJ UNCH    2 0
 DN0150
 DN0150.Superseded values are not recommended for survey control.
 DN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0150.See file dsdata.txt to determine how the superseded data were derived.
 DN0150
 DN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB764721(NAD 83)
 DN0150_MARKER: DB = BENCH MARK DISK
 DN0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0150_STAMPING: N 288 1934
 DN0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0150+STABILITY: SURFACE MOTION
 DN0150
 DN0150  HISTORY     - Date     Condition        Report By
 DN0150  HISTORY     - 1934     MONUMENTED       CGS
 DN0150  HISTORY     - 1961     POOR             NGS
 DN0150  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0150
 DN0150                          STATION DESCRIPTION
 DN0150
 DN0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DN0150'4.0 MI E FROM GREENVILLE.
 DN0150'4.0 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DN0150'GREENVILLE, HUNT COUNTY, 60 YARDS EAST OF MILEPOST 166, AT A
 DN0150'PRIVATEROAD CROSSING, 37 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 12
 DN0150'FEET EAST OF THE SOUTH GATE AT THE CROSSING, AND 3 FEET NORTH OF THE
 DN0150'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST. NOTE-- MARK
 DN0150'LOOKS AS IF IT HAD BEEN HIT BY A BULL DOZER AND IS LEANING ABOUT 30
 DN0150'DEG.
 DN0150
 DN0150                          STATION RECOVERY (1994)
 DN0150
 DN0150'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1797 ***********************************************************************
 CS1797  DESIGNATION -  N 289
 CS1797  PID         -  CS1797
 CS1797  STATE/COUNTY-  TX/TARRANT
 CS1797  USGS QUAD   -  FORT WORTH (1981)
 CS1797
 CS1797                         *CURRENT SURVEY CONTROL
 CS1797  ___________________________________________________________________
 CS1797* NAD 83(1986)-  32 43 18.     (N)    097 19 21.     (W)     SCALED    
 CS1797* NAVD 88     -       203.161  (meters)     666.54   (feet)  ADJUSTED  
 CS1797  ___________________________________________________________________
 CS1797  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS1797  DYNAMIC HT  -         202.922 (meters)     665.75  (feet)  COMP
 CS1797  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 CS1797
 CS1797  VERT ORDER  -  FIRST     CLASS II
 CS1797
 CS1797.The horizontal coordinates were scaled from a topographic map and have
 CS1797.an estimated accuracy of +/- 6 seconds.
 CS1797
 CS1797.The orthometric height was determined by differential leveling
 CS1797.and adjusted by the National Geodetic Survey in June 1991..
 CS1797
 CS1797.The geoid height was determined by GEOID03.
 CS1797
 CS1797.The dynamic height is computed by dividing the NAVD 88
 CS1797.geopotential number by the normal gravity value computed on the
 CS1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1797.degrees latitude (g = 980.6199 gals.).
 CS1797
 CS1797.The modeled gravity was interpolated from observed gravity values.
 CS1797
 CS1797;                    North         East    Units  Estimated Accuracy
 CS1797;SPC TXNC     - 2,117,610.      710,370.      MT  (+/- 180 meters Scaled)
 CS1797
 CS1797                          SUPERSEDED SURVEY CONTROL
 CS1797
 CS1797  NGVD 29 (??/??/92)  203.144  (m)          666.48   (f) ADJ UNCH    1 2
 CS1797
 CS1797.Superseded values are not recommended for survey control.
 CS1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1797.See file dsdata.txt to determine how the superseded data were derived.
 CS1797
 CS1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB572216(NAD 83)
 CS1797_MARKER: DB = BENCH MARK DISK
 CS1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1797_STAMPING: N 289 1934
 CS1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1797+STABILITY: SURFACE MOTION
 CS1797
 CS1797  HISTORY     - Date     Condition        Report By
 CS1797  HISTORY     - 1934     MONUMENTED       CGS
 CS1797  HISTORY     - 1946     GOOD             NGS
 CS1797  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1797  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1797
 CS1797                          STATION DESCRIPTION
 CS1797
 CS1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1797'IN FORT WORTH.
 CS1797'ABOUT 2.0 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 CS1797'TEXAS FROM THE UNION STATION AT FORT WORTH, TARRANT COUNTY, AT THE END
 CS1797'OF DAVIS STREET, IN THE ROUNDHOUSE YARDS, AND 75 FEET EAST OF THE
 CS1797'CENTER LINE OF THE EAST TRACK.
 CS1797
 CS1797                          STATION RECOVERY (1983)
 CS1797
 CS1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1797'MARK NOT FOUND.
 CS1797
 CS1797                          STATION RECOVERY (1996)
 CS1797
 CS1797'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0356 ***********************************************************************
 AZ0356  DESIGNATION -  N 29
 AZ0356  PID         -  AZ0356
 AZ0356  STATE/COUNTY-  TX/VAL VERDE
 AZ0356  USGS QUAD   -  PUMPVILLE (1980)
 AZ0356
 AZ0356                         *CURRENT SURVEY CONTROL
 AZ0356  ___________________________________________________________________
 AZ0356* NAD 83(1986)-  29 52 33.     (N)    101 38 34.     (W)     SCALED    
 AZ0356* NAVD 88     -       474.088  (meters)    1555.40   (feet)  POSTED    
 AZ0356  ___________________________________________________________________
 AZ0356  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AZ0356  DYNAMIC HT  -         473.370 (meters)    1553.05  (feet)  COMP
 AZ0356  MODELED GRAV-     979,115.1   (mgal)                       NAVD 88
 AZ0356
 AZ0356  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0356
 AZ0356.The horizontal coordinates were scaled from a topographic map and have
 AZ0356.an estimated accuracy of +/- 6 seconds.
 AZ0356
 AZ0356.The orthometric height was determined by differential leveling
 AZ0356.and adjusted by the National Geodetic Survey in 1992..
 AZ0356.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0356.rate of 0.0 thru 1.0 mm/km.
 AZ0356
 AZ0356.The geoid height was determined by GEOID03.
 AZ0356
 AZ0356.The dynamic height is computed by dividing the NAVD 88
 AZ0356.geopotential number by the normal gravity value computed on the
 AZ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0356.degrees latitude (g = 980.6199 gals.).
 AZ0356
 AZ0356.The modeled gravity was interpolated from observed gravity values.
 AZ0356
 AZ0356;                    North         East    Units  Estimated Accuracy
 AZ0356;SPC TXSC     - 4,229,250.      344,740.      MT  (+/- 180 meters Scaled)
 AZ0356
 AZ0356                          SUPERSEDED SURVEY CONTROL
 AZ0356
 AZ0356.No superseded survey control is available for this station.
 AZ0356
 AZ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU447079(NAD 83)
 AZ0356_MARKER: DB = BENCH MARK DISK
 AZ0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0356_STAMPING: ELEV. 1555.01 FT N 29 1917
 AZ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0356+STABILITY: SURFACE MOTION
 AZ0356
 AZ0356  HISTORY     - Date     Condition        Report By
 AZ0356  HISTORY     - 1917     MONUMENTED       CGS
 AZ0356  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0356
 AZ0356                          STATION DESCRIPTION
 AZ0356
 AZ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0356'IN OSMAN.
 AZ0356'AT OSMAN, VAL VERDE COUNTY, ON THE ABANDONED TEXAS AND NEW ORLEANS
 AZ0356'RAILROAD, AT MILEPOST 454, EAST OF THE FREIGHT HOUSE, AND 65 FEET
 AZ0356'NORTH OF THE TRACK.  A STANDARD DISK, STAMPED ELEV. 1,555.01 FT N 29
 AZ0356'1917.  AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0128 ***********************************************************************
 DO0128  DESIGNATION -  N 290 RESET 1957
 DO0128  PID         -  DO0128
 DO0128  STATE/COUNTY-  TX/JACK
 DO0128  USGS QUAD   -  ANTELOPE (1981)
 DO0128
 DO0128                         *CURRENT SURVEY CONTROL
 DO0128  ___________________________________________________________________
 DO0128* NAD 83(1986)-  33 24 57.     (N)    098 22 10.     (W)     SCALED    
 DO0128* NAVD 88     -       298.533  (meters)     979.44   (feet)  ADJUSTED  
 DO0128  ___________________________________________________________________
 DO0128  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DO0128  DYNAMIC HT  -         298.193 (meters)     978.32  (feet)  COMP
 DO0128  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 DO0128
 DO0128  VERT ORDER  -  SECOND    CLASS 0
 DO0128
 DO0128.The horizontal coordinates were scaled from a topographic map and have
 DO0128.an estimated accuracy of +/- 6 seconds.
 DO0128
 DO0128.The orthometric height was determined by differential leveling
 DO0128.and adjusted by the National Geodetic Survey in June 1991..
 DO0128
 DO0128.The geoid height was determined by GEOID03.
 DO0128
 DO0128.The dynamic height is computed by dividing the NAVD 88
 DO0128.geopotential number by the normal gravity value computed on the
 DO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0128.degrees latitude (g = 980.6199 gals.).
 DO0128
 DO0128.The modeled gravity was interpolated from observed gravity values.
 DO0128
 DO0128;                    North         East    Units  Estimated Accuracy
 DO0128;SPC TXNC     - 2,193,970.      612,140.      MT  (+/- 180 meters Scaled)
 DO0128
 DO0128                          SUPERSEDED SURVEY CONTROL
 DO0128
 DO0128  NGVD 29 (??/??/92)  298.469  (m)          979.23   (f) ADJ UNCH    2 0
 DO0128
 DO0128.Superseded values are not recommended for survey control.
 DO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0128.See file dsdata.txt to determine how the superseded data were derived.
 DO0128
 DO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB586975(NAD 83)
 DO0128_MARKER: DB = BENCH MARK DISK
 DO0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0128_STAMPING: N 290 RESET 1957
 DO0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0128+STABILITY: SURFACE MOTION
 DO0128
 DO0128  HISTORY     - Date     Condition        Report By
 DO0128  HISTORY     - 1957     MONUMENTED       CGS
 DO0128  HISTORY     - 1961     GOOD             NGS
 DO0128  HISTORY     - 20010325 GOOD             USPSQD
 DO0128  HISTORY     - 20050416 GOOD             USPSQD
 DO0128
 DO0128                          STATION DESCRIPTION
 DO0128
 DO0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0128'1.95 MI S FROM ANTELOPE.
 DO0128'ABOUT 1.95 MILES SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0128'ANTELOPE, 313 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MORE
 DO0128'NORTHERLY OF TWO CONCRETE BRIDGES, 251 FEET SOUTHEAST OF THE JUNCTION
 DO0128'OF THE HIGHWAY AND U.S HIGHWAY 281, 174 FEET EAST OF THE CENTER LINE
 DO0128'OF THE HIGHWAY, 52 FEET EAST OF A FENCE, 53 FEET EAST OF A METAL
 DO0128'WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 DO0128'THE TOP OF A CONCRETE POST PROJECTING 1 - INCH.
 DO0128
 DO0128                          STATION RECOVERY (2001)
 DO0128
 DO0128'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0128'RECOVERED IN GOOD CONDITION.
 DO0128
 DO0128                          STATION RECOVERY (2005)
 DO0128
 DO0128'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0100 ***********************************************************************
 CT0100  DESIGNATION -  N 291
 CT0100  PID         -  CT0100
 CT0100  STATE/COUNTY-  TX/PALO PINTO
 CT0100  USGS QUAD   -  WHITT (1984)
 CT0100
 CT0100                         *CURRENT SURVEY CONTROL
 CT0100  ___________________________________________________________________
 CT0100* NAD 83(1986)-  32 52 44.     (N)    098 05 01.     (W)     SCALED    
 CT0100* NAVD 88     -       315.283  (meters)    1034.39   (feet)  ADJUSTED  
 CT0100  ___________________________________________________________________
 CT0100  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CT0100  DYNAMIC HT  -         314.898 (meters)    1033.13  (feet)  COMP
 CT0100  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 CT0100
 CT0100  VERT ORDER  -  SECOND    CLASS 0
 CT0100
 CT0100.The horizontal coordinates were scaled from a topographic map and have
 CT0100.an estimated accuracy of +/- 6 seconds.
 CT0100
 CT0100.The orthometric height was determined by differential leveling
 CT0100.and adjusted by the National Geodetic Survey in June 1991..
 CT0100
 CT0100.The geoid height was determined by GEOID03.
 CT0100
 CT0100.The dynamic height is computed by dividing the NAVD 88
 CT0100.geopotential number by the normal gravity value computed on the
 CT0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0100.degrees latitude (g = 980.6199 gals.).
 CT0100
 CT0100.The modeled gravity was interpolated from observed gravity values.
 CT0100
 CT0100;                    North         East    Units  Estimated Accuracy
 CT0100;SPC TXNC     - 2,134,500.      638,960.      MT  (+/- 180 meters Scaled)
 CT0100
 CT0100                          SUPERSEDED SURVEY CONTROL
 CT0100
 CT0100  NGVD 29 (??/??/92)  315.18   (m)         1034.1    (f) COMPUTED    2 0
 CT0100
 CT0100.Superseded values are not recommended for survey control.
 CT0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0100.See file dsdata.txt to determine how the superseded data were derived.
 CT0100
 CT0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB857382(NAD 83)
 CT0100_MARKER: DB = BENCH MARK DISK
 CT0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0100_STAMPING: N 291 1934
 CT0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0100+STABILITY: SURFACE MOTION
 CT0100
 CT0100  HISTORY     - Date     Condition        Report By
 CT0100  HISTORY     - 1934     MONUMENTED       CGS
 CT0100  HISTORY     - 1958     GOOD             USGS
 CT0100  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0100  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT0100
 CT0100                          STATION DESCRIPTION
 CT0100
 CT0100'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0100'5.1 MI N FROM SALESVILLE.
 CT0100'5.1 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE POST OFFICE, THENCE
 CT0100'0.6 MILE EAST FROM ALONG GRAVEL ROAD, 50 FEET NORTH AND 175 FEET EAST
 CT0100'OF CENTERLINE OF EAST WEST ROAD AT PRIVATE DRIVE NORTH, 30 FEET EAST
 CT0100'OF EAST EDGE OF TIMBER LINE, IN CONCRETE POST PROJECTING 4 INCHES
 CT0100'ABOVE GROUND.  STANDARD TABLET STAMPED N 291 1934.
 CT0100
 CT0100                          STATION RECOVERY (1998)
 CT0100
 CT0100'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0100'MARK NOT FOUND.
 CT0100
 CT0100                          STATION RECOVERY (2005)
 CT0100
 CT0100'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1024 ***********************************************************************
 BZ1024  DESIGNATION -  N 292
 BZ1024  PID         -  BZ1024
 BZ1024  STATE/COUNTY-  TX/BOSQUE
 BZ1024  USGS QUAD   -  PILOT KNOB (1976)
 BZ1024
 BZ1024                         *CURRENT SURVEY CONTROL
 BZ1024  ___________________________________________________________________
 BZ1024* NAD 83(1986)-  31 53 00.     (N)    097 37 04.     (W)     SCALED    
 BZ1024* NAVD 88     -       219.927  (meters)     721.54   (feet)  ADJUSTED  
 BZ1024  ___________________________________________________________________
 BZ1024  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BZ1024  DYNAMIC HT  -         219.650 (meters)     720.63  (feet)  COMP
 BZ1024  MODELED GRAV-     979,374.6   (mgal)                       NAVD 88
 BZ1024
 BZ1024  VERT ORDER  -  SECOND    CLASS 0
 BZ1024
 BZ1024.The horizontal coordinates were scaled from a topographic map and have
 BZ1024.an estimated accuracy of +/- 6 seconds.
 BZ1024
 BZ1024.The orthometric height was determined by differential leveling
 BZ1024.and adjusted by the National Geodetic Survey in June 1991..
 BZ1024
 BZ1024.The geoid height was determined by GEOID03.
 BZ1024
 BZ1024.The dynamic height is computed by dividing the NAVD 88
 BZ1024.geopotential number by the normal gravity value computed on the
 BZ1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1024.degrees latitude (g = 980.6199 gals.).
 BZ1024
 BZ1024.The modeled gravity was interpolated from observed gravity values.
 BZ1024
 BZ1024;                    North         East    Units  Estimated Accuracy
 BZ1024;SPC TX C     - 3,248,880.      956,900.      MT  (+/- 180 meters Scaled)
 BZ1024
 BZ1024                          SUPERSEDED SURVEY CONTROL
 BZ1024
 BZ1024  NGVD 29 (??/??/92)  219.888  (m)          721.42   (f) ADJ UNCH    2 0
 BZ1024
 BZ1024.Superseded values are not recommended for survey control.
 BZ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1024.See file dsdata.txt to determine how the superseded data were derived.
 BZ1024
 BZ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA307283(NAD 83)
 BZ1024_MARKER: DB = BENCH MARK DISK
 BZ1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1024_SP_SET: ABUTMENT
 BZ1024_STAMPING: N 292 1934
 BZ1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1024
 BZ1024  HISTORY     - Date     Condition        Report By
 BZ1024  HISTORY     - 1934     MONUMENTED       CGS
 BZ1024  HISTORY     - 1966     GOOD             NGS
 BZ1024  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1024
 BZ1024                          STATION DESCRIPTION
 BZ1024
 BZ1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1024'2.8 MI S FROM MERIDIAN.
 BZ1024'ABOUT 2.8 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1024'FROM THE STATION AT MERIDIAN, BOSQUE COUNTY, ABOUT 200 YARDS SOUTH OF
 BZ1024'MILEPOST 278, ABOUT 200 YARDS NORTH OF THE CROSSING OF STATE HIGHWAY
 BZ1024'22, AT BRIDGE 277 D, IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT,
 BZ1024'AND 8 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 BZ1024'STAMPED N 292 1934.  NOTE-- THE CROSSING OF STATE HIGHWAY 22 IS NOW F.
 BZ1024'M. HIGHWAY 1991.  NOTE-- THE BENCH MARK MAY BE REACHED FROM THE COURT
 BZ1024'HOUSE IN MERIDIAN, BY GOING SOUTHEAST ON STATE HIGHWAY 22 FOR 0.5 MILE
 BZ1024'TO THE JUNCTION OF F.M. HIGHWAY 1991, THENCE 3.4 MILES EAST ALONG F.M.
 BZ1024'HIGHWAY 1991 TO SITE OF BENCH MARK.
 BZ1024
 BZ1024                          STATION RECOVERY (2001)
 BZ1024
 BZ1024'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2106 ***********************************************************************
 CS2106  DESIGNATION -  N 293
 CS2106  PID         -  CS2106
 CS2106  STATE/COUNTY-  TX/JOHNSON
 CS2106  USGS QUAD   -  KEENE (1978)
 CS2106
 CS2106                         *CURRENT SURVEY CONTROL
 CS2106  ___________________________________________________________________
 CS2106* NAD 83(1986)-  32 23 02.     (N)    097 18 02.     (W)     SCALED    
 CS2106* NAVD 88     -       238.601  (meters)     782.81   (feet)  ADJUSTED  
 CS2106  ___________________________________________________________________
 CS2106  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CS2106  DYNAMIC HT  -         238.313 (meters)     781.87  (feet)  COMP
 CS2106  MODELED GRAV-     979,428.3   (mgal)                       NAVD 88
 CS2106
 CS2106  VERT ORDER  -  SECOND    CLASS 0
 CS2106
 CS2106.The horizontal coordinates were scaled from a topographic map and have
 CS2106.an estimated accuracy of +/- 6 seconds.
 CS2106
 CS2106.The orthometric height was determined by differential leveling
 CS2106.and adjusted by the National Geodetic Survey in June 1991..
 CS2106
 CS2106.The geoid height was determined by GEOID03.
 CS2106
 CS2106.The dynamic height is computed by dividing the NAVD 88
 CS2106.geopotential number by the normal gravity value computed on the
 CS2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2106.degrees latitude (g = 980.6199 gals.).
 CS2106
 CS2106.The modeled gravity was interpolated from observed gravity values.
 CS2106
 CS2106;                    North         East    Units  Estimated Accuracy
 CS2106;SPC TXNC     - 2,080,180.      712,860.      MT  (+/- 180 meters Scaled)
 CS2106
 CS2106                          SUPERSEDED SURVEY CONTROL
 CS2106
 CS2106  NGVD 29 (??/??/92)  238.571  (m)          782.71   (f) ADJ UNCH    2 0
 CS2106
 CS2106.Superseded values are not recommended for survey control.
 CS2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2106.See file dsdata.txt to determine how the superseded data were derived.
 CS2106
 CS2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA598842(NAD 83)
 CS2106_MARKER: DB = BENCH MARK DISK
 CS2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2106_STAMPING: N 293 1934
 CS2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2106+STABILITY: SURFACE MOTION
 CS2106
 CS2106  HISTORY     - Date     Condition        Report By
 CS2106  HISTORY     - 1934     MONUMENTED       GCSFRC
 CS2106  HISTORY     - 1965     MARK NOT FOUND   NGS
 CS2106  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2106  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2106  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2106  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS2106
 CS2106                          STATION DESCRIPTION
 CS2106
 CS2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2106'5.7 MI E FROM CLEBURNE.
 CS2106'5.7 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS2106'STATION AT CLEBURNE, JOHNSON COUNTY, 67 YARDS EAST OF THE MEREDITH
 CS2106'STATION SIGN, 80 FEET SOUTH OF MILEPOST 6, AND 30 FEET SOUTH OF THE
 CS2106'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED N 293 1934 AND SET
 CS2106'IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED THIS MARK COULD
 CS2106'HAVE BEEN COVERED DURING REPAIR OF THE RAIL ROAD TRACKS OR
 CS2106'CULTIVATION.  THE MILE POST NO. 6 HAS BEEN CHANGED.
 CS2106
 CS2106                          STATION RECOVERY (1994)
 CS2106
 CS2106'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2106'MARK NOT FOUND.
 CS2106
 CS2106                          STATION RECOVERY (1999)
 CS2106
 CS2106'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2106'MARK NOT FOUND.
 CS2106
 CS2106                          STATION RECOVERY (2004)
 CS2106
 CS2106'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS2106'MARK NOT FOUND.
 CS2106
 CS2106                          STATION RECOVERY (2005)
 CS2106
 CS2106'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS2106'MARK IS BELIEVED TO BE COVERED OR DESTROYED BY THE CONSTRUCTION OF NEW
 CS2106'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0060 ***********************************************************************
 DN0060  DESIGNATION -  N 295
 DN0060  PID         -  DN0060
 DN0060  STATE/COUNTY-  TX/FANNIN
 DN0060  USGS QUAD   -  BONHAM (1984)
 DN0060
 DN0060                         *CURRENT SURVEY CONTROL
 DN0060  ___________________________________________________________________
 DN0060* NAD 83(1986)-  33 34 12.     (N)    096 13 38.     (W)     SCALED    
 DN0060* NAVD 88     -       202.173  (meters)     663.30   (feet)  ADJUSTED  
 DN0060  ___________________________________________________________________
 DN0060  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DN0060  DYNAMIC HT  -         201.958 (meters)     662.59  (feet)  COMP
 DN0060  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DN0060
 DN0060  VERT ORDER  -  SECOND    CLASS 0
 DN0060
 DN0060.The horizontal coordinates were scaled from a topographic map and have
 DN0060.an estimated accuracy of +/- 6 seconds.
 DN0060
 DN0060.The orthometric height was determined by differential leveling
 DN0060.and adjusted by the National Geodetic Survey in June 1991..
 DN0060
 DN0060.The geoid height was determined by GEOID03.
 DN0060
 DN0060.The dynamic height is computed by dividing the NAVD 88
 DN0060.geopotential number by the normal gravity value computed on the
 DN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0060.degrees latitude (g = 980.6199 gals.).
 DN0060
 DN0060.The modeled gravity was interpolated from observed gravity values.
 DN0060
 DN0060;                    North         East    Units  Estimated Accuracy
 DN0060;SPC TXNC     - 2,213,350.      810,990.      MT  (+/- 180 meters Scaled)
 DN0060
 DN0060                          SUPERSEDED SURVEY CONTROL
 DN0060
 DN0060  NGVD 29 (??/??/92)  202.17   (m)          663.3    (f) COMPUTED    2 0
 DN0060
 DN0060.Superseded values are not recommended for survey control.
 DN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0060.See file dsdata.txt to determine how the superseded data were derived.
 DN0060
 DN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC573179(NAD 83)
 DN0060_MARKER: DB = BENCH MARK DISK
 DN0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0060_STAMPING: N 295 1934
 DN0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0060+STABILITY: SURFACE MOTION
 DN0060
 DN0060  HISTORY     - Date     Condition        Report By
 DN0060  HISTORY     - 1934     MONUMENTED       CGS
 DN0060  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 DN0060
 DN0060                          STATION DESCRIPTION
 DN0060
 DN0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0060'2.4 MI E FROM ECTOR.
 DN0060'2.4 MI E OF AND ALONG THE T P R R 35 FEET N OF THE CENTER OF THE
 DN0060'TRACK.  12 FEET S OF THE R/W FENCE.  100 FEET E OF MILE POST 131.
 DN0060
 DN0060                          STATION RECOVERY (1994)
 DN0060
 DN0060'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0135 ***********************************************************************
 CR0135  DESIGNATION -  N 296
 CR0135  PID         -  CR0135
 CR0135  STATE/COUNTY-  TX/RUSK
 CR0135  USGS QUAD   -  HENDERSON (1973)
 CR0135
 CR0135                         *CURRENT SURVEY CONTROL
 CR0135  ___________________________________________________________________
 CR0135* NAD 83(1986)-  32 12 29.     (N)    094 51 12.     (W)     SCALED    
 CR0135* NAVD 88     -       132.540  (meters)     434.84   (feet)  ADJUSTED  
 CR0135  ___________________________________________________________________
 CR0135  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0135  DYNAMIC HT  -         132.384 (meters)     434.33  (feet)  COMP
 CR0135  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 CR0135
 CR0135  VERT ORDER  -  SECOND    CLASS 0
 CR0135
 CR0135.The horizontal coordinates were scaled from a topographic map and have
 CR0135.an estimated accuracy of +/- 6 seconds.
 CR0135
 CR0135.The orthometric height was determined by differential leveling
 CR0135.and adjusted by the National Geodetic Survey in June 1991..
 CR0135
 CR0135.The geoid height was determined by GEOID03.
 CR0135
 CR0135.The dynamic height is computed by dividing the NAVD 88
 CR0135.geopotential number by the normal gravity value computed on the
 CR0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0135.degrees latitude (g = 980.6199 gals.).
 CR0135
 CR0135.The modeled gravity was interpolated from observed gravity values.
 CR0135
 CR0135;                    North         East    Units  Estimated Accuracy
 CR0135;SPC TXNC     - 2,066,000.      943,730.      MT  (+/- 180 meters Scaled)
 CR0135
 CR0135                          SUPERSEDED SURVEY CONTROL
 CR0135
 CR0135  NGVD 29 (??/??/92)  132.559  (m)          434.90   (f) ADJ UNCH    2 0
 CR0135
 CR0135.Superseded values are not recommended for survey control.
 CR0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0135.See file dsdata.txt to determine how the superseded data were derived.
 CR0135
 CR0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR253650(NAD 83)
 CR0135_MARKER: DB = BENCH MARK DISK
 CR0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0135_STAMPING: N 296 1934
 CR0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0135+STABILITY: SURFACE MOTION
 CR0135
 CR0135  HISTORY     - Date     Condition        Report By
 CR0135  HISTORY     - 1934     MONUMENTED       CGS
 CR0135  HISTORY     - 1938     GOOD             NGS
 CR0135  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR0135
 CR0135                          STATION DESCRIPTION
 CR0135
 CR0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0135'5.6 MI NW FROM HENDERSON.
 CR0135'5.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE HIGH
 CR0135'SCHOOL AT HENDERSON, RUSK COUNTY, 75 FEET EAST OF THE EAST END OF
 CR0135'WOODEN BRIDGE 10.20, 27 FEET NORTH OF THE CENTERLINE OF THE TRACK, 4.0
 CR0135'FEET WEST OF A POLE, IN LINE WITH THE ROW OF POLES, AND ABOUT 1 FOOT
 CR0135'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED N 296 1934 AND SET IN
 CR0135'THE TOP OF A CONCRETE POST.
 CR0135
 CR0135                          STATION RECOVERY (1972)
 CR0135
 CR0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CR0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1306 ***********************************************************************
 BY1306  DESIGNATION -  N 297
 BY1306  PID         -  BY1306
 BY1306  STATE/COUNTY-  TX/CHEROKEE
 BY1306  USGS QUAD   -  RUSK (1973)
 BY1306
 BY1306                         *CURRENT SURVEY CONTROL
 BY1306  ___________________________________________________________________
 BY1306* NAD 83(1986)-  31 52 19.     (N)    095 08 41.     (W)     SCALED    
 BY1306* NAVD 88     -       119.34   (+/-2cm)     391.5    (feet)  VERTCON   
 BY1306  ___________________________________________________________________
 BY1306  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY1306
 BY1306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1306
 BY1306.The horizontal coordinates were scaled from a topographic map and have
 BY1306.an estimated accuracy of +/- 6 seconds.
 BY1306
 BY1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1306.The vertical order pertains to the NGVD 29 superseded value.
 BY1306
 BY1306.The geoid height was determined by GEOID03.
 BY1306
 BY1306;                    North         East    Units  Estimated Accuracy
 BY1306;SPC TX C     - 3,255,930.    1,190,790.      MT  (+/- 180 meters Scaled)
 BY1306
 BY1306                          SUPERSEDED SURVEY CONTROL
 BY1306
 BY1306  NGVD 29 (??/??/92)  119.365  (m)          391.62   (f) ADJ UNCH    2 0
 BY1306
 BY1306.Superseded values are not recommended for survey control.
 BY1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1306.See file dsdata.txt to determine how the superseded data were derived.
 BY1306
 BY1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR971282(NAD 83)
 BY1306_MARKER: DB = BENCH MARK DISK
 BY1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1306_STAMPING: N 297 1934
 BY1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1306+STABILITY: SURFACE MOTION
 BY1306
 BY1306  HISTORY     - Date     Condition        Report By
 BY1306  HISTORY     - 1934     MONUMENTED       CGS
 BY1306  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1306  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1306  HISTORY     - 20050710 MARK NOT FOUND   USPSQD
 BY1306
 BY1306                          STATION DESCRIPTION
 BY1306
 BY1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1306'2.0 MI S FROM GALLATIN.
 BY1306'2.0 MILES S OF AND ALONG ROAD TO RUSK 25 FEET E OF THE CENTER OF THE
 BY1306'ROAD.  AT INTERSECTION OF FENCE LINES.  15 FEET S OF SIDE ROAD TO E
 BY1306'LEADING TO WHITE FARM HOUSE ABOUT 150 YARDS FROM THE ROAD.
 BY1306
 BY1306                          STATION RECOVERY (1973)
 BY1306
 BY1306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1306'MARK NOT FOUND.
 BY1306
 BY1306                          STATION RECOVERY (1996)
 BY1306
 BY1306'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1306'MARK NOT FOUND.
 BY1306
 BY1306                          STATION RECOVERY (2005)
 BY1306
 BY1306'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0671 ***********************************************************************
 BY0671  DESIGNATION -  N 298
 BY0671  PID         -  BY0671
 BY0671  STATE/COUNTY-  TX/ANGELINA
 BY0671  USGS QUAD   -  CLAWSON (1980)
 BY0671
 BY0671                         *CURRENT SURVEY CONTROL
 BY0671  ___________________________________________________________________
 BY0671* NAD 83(1986)-  31 23 38.     (N)    094 47 17.     (W)     SCALED    
 BY0671* NAVD 88     -        98.91   (+/-2cm)     324.5    (feet)  VERTCON   
 BY0671  ___________________________________________________________________
 BY0671  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY0671
 BY0671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0671
 BY0671.The horizontal coordinates were scaled from a topographic map and have
 BY0671.an estimated accuracy of +/- 6 seconds.
 BY0671
 BY0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0671.The vertical order pertains to the NGVD 29 superseded value.
 BY0671
 BY0671.The geoid height was determined by GEOID03.
 BY0671
 BY0671;                    North         East    Units  Estimated Accuracy
 BY0671;SPC TX C     - 3,204,620.    1,227,140.      MT  (+/- 180 meters Scaled)
 BY0671
 BY0671                          SUPERSEDED SURVEY CONTROL
 BY0671
 BY0671  NGVD 29 (??/??/92)   98.958  (m)          324.66   (f) ADJ UNCH    2 0
 BY0671
 BY0671.Superseded values are not recommended for survey control.
 BY0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0671.See file dsdata.txt to determine how the superseded data were derived.
 BY0671
 BY0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ299746(NAD 83)
 BY0671_MARKER: DB = BENCH MARK DISK
 BY0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0671_STAMPING: N 298 1934
 BY0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0671+STABILITY: SURFACE MOTION
 BY0671
 BY0671  HISTORY     - Date     Condition        Report By
 BY0671  HISTORY     - 1934     MONUMENTED       CGS
 BY0671  HISTORY     - 1939     GOOD             NGS
 BY0671  HISTORY     - 20050710 MARK NOT FOUND   USPSQD
 BY0671
 BY0671                          STATION DESCRIPTION
 BY0671
 BY0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0671'5.5 MI NW FROM LUFKIN.
 BY0671'5.5 MILES NW OF AND ALONG THE ST. L. AND SW. R. R. 24 FEET SW OF THE
 BY0671'CENTER OF THE TRACK.  65 FEET SW OF MILE POST 631/0.  0.25 MILES NW OF
 BY0671'A SWITCH AND SIDE TRACK ON R. R.
 BY0671
 BY0671                          STATION RECOVERY (1939)
 BY0671
 BY0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 BY0671'RECOVERED IN GOOD CONDITION.
 BY0671
 BY0671                          STATION RECOVERY (2005)
 BY0671
 BY0671'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0112 ***********************************************************************
 BY0112  DESIGNATION -  N 299
 BY0112  PID         -  BY0112
 BY0112  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0112  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0112
 BY0112                         *CURRENT SURVEY CONTROL
 BY0112  ___________________________________________________________________
 BY0112* NAD 83(1986)-  31 31 02.     (N)    094 13 45.     (W)     SCALED    
 BY0112* NAVD 88     -       105.87   (+/-2cm)     347.3    (feet)  VERTCON   
 BY0112  ___________________________________________________________________
 BY0112  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY0112
 BY0112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0112
 BY0112.The horizontal coordinates were scaled from a topographic map and have
 BY0112.an estimated accuracy of +/- 6 seconds.
 BY0112
 BY0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0112.The vertical order pertains to the NGVD 29 superseded value.
 BY0112
 BY0112.The geoid height was determined by GEOID03.
 BY0112
 BY0112;                    North         East    Units  Estimated Accuracy
 BY0112;SPC TX C     - 3,221,050.    1,279,470.      MT  (+/- 180 meters Scaled)
 BY0112
 BY0112                          SUPERSEDED SURVEY CONTROL
 BY0112
 BY0112  NGVD 29 (??/??/92)  105.904  (m)          347.45   (f) ADJ UNCH    2 0
 BY0112
 BY0112.Superseded values are not recommended for survey control.
 BY0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0112.See file dsdata.txt to determine how the superseded data were derived.
 BY0112
 BY0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ832875(NAD 83)
 BY0112_MARKER: DB = BENCH MARK DISK
 BY0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0112_STAMPING: N 299 1934
 BY0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0112+STABILITY: SURFACE MOTION
 BY0112
 BY0112  HISTORY     - Date     Condition        Report By
 BY0112  HISTORY     - 1934     MONUMENTED       CGS
 BY0112  HISTORY     - 1949     GOOD             NGS
 BY0112  HISTORY     - 1958     POOR             USGS
 BY0112
 BY0112                          STATION DESCRIPTION
 BY0112
 BY0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0112'0.8 MI E FROM DENNING.
 BY0112'0.8 MILE EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0112'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, 0.15 MILE EAST OF AN OLD
 BY0112'CEMETERY, NEAR THE CENTER OF AN S CURVE IN THE HIGHWAY, 281.7 FEET
 BY0112'WEST OF AND ACROSS THE HIGHWAY FROM THE FARMHOUSE OF DRUE TAYLOR, 39.0
 BY0112'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15.5 FEET SOUTH OF A
 BY0112'16-INCH OAK TREE, 12.2 FEET SOUTHEAST OF A FENCE, 2.7 FEET NORTHEAST
 BY0112'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0112'0.3 FOOT ABOVE THE GROUND.  NOTE-- CONCRETE BROKEN OFF AROUND THE TOP
 BY0112'OF THE CONCRETE MONUMENT.  HALF OF THE BRASS CAP MISSING.
 BY0112
 BY0112                          STATION RECOVERY (1958)
 BY0112
 BY0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BY0112'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0087 ***********************************************************************
 AH0087  DESIGNATION -  N 3
 AH0087  PID         -  AH0087
 AH0087  STATE/COUNTY-  TX/NUECES
 AH0087  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0087
 AH0087                         *CURRENT SURVEY CONTROL
 AH0087  ___________________________________________________________________
 AH0087* NAD 83(1986)-  27 49 31.     (N)    097 23 24.     (W)     SCALED    
 AH0087* NAVD 88     -         5.564  (meters)      18.25   (feet)  ADJUSTED  
 AH0087  ___________________________________________________________________
 AH0087  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0087  DYNAMIC HT  -           5.555 (meters)      18.23  (feet)  COMP
 AH0087  MODELED GRAV-     979,130.3   (mgal)                       NAVD 88
 AH0087
 AH0087  VERT ORDER  -  FIRST     CLASS I
 AH0087
 AH0087.The horizontal coordinates were scaled from a topographic map and have
 AH0087.an estimated accuracy of +/- 6 seconds.
 AH0087
 AH0087.The orthometric height was determined by differential leveling
 AH0087.and adjusted by the National Geodetic Survey in December 1997..
 AH0087.WARNING-Repeat measurements at this control monument indicate possible
 AH0087.vertical movement.
 AH0087
 AH0087.The geoid height was determined by GEOID03.
 AH0087
 AH0087.The dynamic height is computed by dividing the NAVD 88
 AH0087.geopotential number by the normal gravity value computed on the
 AH0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0087.degrees latitude (g = 980.6199 gals.).
 AH0087
 AH0087.The modeled gravity was interpolated from observed gravity values.
 AH0087
 AH0087;                    North         East    Units  Estimated Accuracy
 AH0087;SPC TX S     - 5,239,650.      409,360.      MT  (+/- 180 meters Scaled)
 AH0087
 AH0087                          SUPERSEDED SURVEY CONTROL
 AH0087
 AH0087  NAVD 88 (06/15/91)    5.581  (m)           18.31   (f) UNKNOWN     1 1
 AH0087
 AH0087.Superseded values are not recommended for survey control.
 AH0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0087.See file dsdata.txt to determine how the superseded data were derived.
 AH0087
 AH0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR585788(NAD 83)
 AH0087_MARKER: DD = SURVEY DISK
 AH0087_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH0087_SP_SET: OVERPASS ABUTMENT
 AH0087_STAMPING: N 3 1958
 AH0087_MARK LOGO: USE   
 AH0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH0087+STABILITY: POSITION/ELEVATION WELL
 AH0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0087+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1997
 AH0087
 AH0087  HISTORY     - Date     Condition        Report By
 AH0087  HISTORY     - 1958     MONUMENTED       DOD
 AH0087  HISTORY     - 19970201 GOOD             NGS
 AH0087
 AH0087                          STATION DESCRIPTION
 AH0087
 AH0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0087'IN CORPUS CHRISTI, AT THE INTERSECTION OF EAST CAUSEWAY BOULEVARD AND
 AH0087'CHURCHDALE AVENUE, IN TOP OF AND 0.7 M (2.3 FT) NORTHWEST OF THE
 AH0087'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE U.S.  HIGHWAY
 AH0087'181 OVERPASS OF BURLESON STREET, 25.7 M (84.3 FT) NORTHWEST OF THE
 AH0087'BOULEVARD CENTER, 5.5 M (18.0 FT) SOUTHEAST OF THE NORTHBOUND LANES OF
 AH0087'THE HIGHWAY, 3.5 M (11.5 FT) NORTHEAST OF THE EXTENDED AVENUE CENTER,
 AH0087'0.4 M (1.3 FT) NORTHWEST OF THE NORTHWEST EDGE OF A GUARDRAIL, AND 0.2
 AH0087'M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0270 ***********************************************************************
 AZ0270  DESIGNATION -  N 30
 AZ0270  PID         -  AZ0270
 AZ0270  STATE/COUNTY-  TX/VAL VERDE
 AZ0270  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0270
 AZ0270                         *CURRENT SURVEY CONTROL
 AZ0270  ___________________________________________________________________
 AZ0270* NAD 83(1986)-  29 34 05.     (N)    101 07 02.     (W)     SCALED    
 AZ0270* NAVD 88     -       377.599  (meters)    1238.84   (feet)  POSTED    
 AZ0270  ___________________________________________________________________
 AZ0270  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AZ0270  DYNAMIC HT  -         377.050 (meters)    1237.04  (feet)  COMP
 AZ0270  MODELED GRAV-     979,169.4   (mgal)                       NAVD 88
 AZ0270
 AZ0270  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0270
 AZ0270.The horizontal coordinates were scaled from a topographic map and have
 AZ0270.an estimated accuracy of +/- 6 seconds.
 AZ0270
 AZ0270.The orthometric height was determined by differential leveling
 AZ0270.and adjusted by the National Geodetic Survey in 1992..
 AZ0270.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0270.rate of 0.0 thru 1.0 mm/km.
 AZ0270
 AZ0270.The geoid height was determined by GEOID03.
 AZ0270
 AZ0270.The dynamic height is computed by dividing the NAVD 88
 AZ0270.geopotential number by the normal gravity value computed on the
 AZ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0270.degrees latitude (g = 980.6199 gals.).
 AZ0270
 AZ0270.The modeled gravity was interpolated from observed gravity values.
 AZ0270
 AZ0270;                    North         East    Units  Estimated Accuracy
 AZ0270;SPC TXSC     - 4,194,110.      394,880.      MT  (+/- 180 meters Scaled)
 AZ0270
 AZ0270                          SUPERSEDED SURVEY CONTROL
 AZ0270
 AZ0270  NGVD 29 (??/??/92)  377.508  (m)         1238.54   (f) ADJ UNCH    1 2
 AZ0270
 AZ0270.Superseded values are not recommended for survey control.
 AZ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0270.See file dsdata.txt to determine how the superseded data were derived.
 AZ0270
 AZ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT948727(NAD 83)
 AZ0270_MARKER: DB = BENCH MARK DISK
 AZ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0270_STAMPING: N 30 1917 ELEV 1238.541 FT
 AZ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0270+STABILITY: SURFACE MOTION
 AZ0270
 AZ0270  HISTORY     - Date     Condition        Report By
 AZ0270  HISTORY     - 1917     MONUMENTED       CGS
 AZ0270  HISTORY     - 1958     GOOD             NGS
 AZ0270  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0270
 AZ0270                          STATION DESCRIPTION
 AZ0270
 AZ0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0270'9.6 MI SE FROM COMSTOCK.
 AZ0270'ABOUT 9.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0270'FROM THE STATION AT COMSTOCK, 9 FEET NORTHWEST OF MILEPOST 404, 39
 AZ0270'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 3 POLES
 AZ0270'SOUTHEAST OF THE FEELY SIDING SIGN, 11 FEET NORTHEAST OF A FENCE, 2
 AZ0270'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE
 AZ0270'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 AZ0270'INCHES.
 AZ0270
 AZ0270                          STATION RECOVERY (1998)
 AZ0270
 AZ0270'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0207 ***********************************************************************
 AO0207  DESIGNATION -  N 30
 AO0207  PID         -  AO0207
 AO0207  STATE/COUNTY-  TX/FRIO
 AO0207  USGS QUAD   -  DILLEY (1974)
 AO0207
 AO0207                         *CURRENT SURVEY CONTROL
 AO0207  ___________________________________________________________________
 AO0207* NAD 83(1986)-  28 40 27.     (N)    099 10 04.     (W)     SCALED    
 AO0207* NAVD 88     -       168.307  (meters)     552.19   (feet)  ADJUSTED  
 AO0207  ___________________________________________________________________
 AO0207  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AO0207  DYNAMIC HT  -         168.058 (meters)     551.37  (feet)  COMP
 AO0207  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 AO0207
 AO0207  VERT ORDER  -  FIRST     CLASS II
 AO0207
 AO0207.The horizontal coordinates were scaled from a topographic map and have
 AO0207.an estimated accuracy of +/- 6 seconds.
 AO0207
 AO0207.The orthometric height was determined by differential leveling
 AO0207.and adjusted by the National Geodetic Survey in June 1991..
 AO0207
 AO0207.The geoid height was determined by GEOID03.
 AO0207
 AO0207.The dynamic height is computed by dividing the NAVD 88
 AO0207.geopotential number by the normal gravity value computed on the
 AO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0207.degrees latitude (g = 980.6199 gals.).
 AO0207
 AO0207.The modeled gravity was interpolated from observed gravity values.
 AO0207
 AO0207;                    North         East    Units  Estimated Accuracy
 AO0207;SPC TXSC     - 4,093,200.      583,600.      MT  (+/- 180 meters Scaled)
 AO0207
 AO0207                          SUPERSEDED SURVEY CONTROL
 AO0207
 AO0207  NGVD 29 (??/??/92)  168.178  (m)          551.76   (f) ADJ UNCH    1 2
 AO0207
 AO0207.Superseded values are not recommended for survey control.
 AO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0207.See file dsdata.txt to determine how the superseded data were derived.
 AO0207
 AO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS836718(NAD 83)
 AO0207_MARKER: DD = SURVEY DISK
 AO0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0207_STAMPING: PRIM TRAV STA NO 30 LS TEX 1925
 AO0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0207+STABILITY: SURFACE MOTION
 AO0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0207+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 AO0207
 AO0207  HISTORY     - Date     Condition        Report By
 AO0207  HISTORY     - 1925     MONUMENTED       USGS
 AO0207  HISTORY     - 1956     GOOD             NGS
 AO0207  HISTORY     - 1988     POOR             USPSQD
 AO0207  HISTORY     - 19941027 MARK NOT FOUND   USPSQD
 AO0207  HISTORY     - 19961017 GOOD             USPSQD
 AO0207  HISTORY     - 20030815 GOOD             USPSQD
 AO0207
 AO0207                          STATION DESCRIPTION
 AO0207
 AO0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0207'0.3 MI N FROM DILLEY.
 AO0207'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0207'FROM THE STATION AT DILLEY, AT A ROAD CROSSING, 95 FEET EAST OF THE
 AO0207'CENTER LINE OF U.S. HIGHWAY 81, 26.4 FEET WEST OF THE WEST RAIL, 30
 AO0207'FEET NORTH OF THE CENTER LINE OF A ROAD, 1 FOOT NORTH OF A WITNESS
 AO0207'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AO0207'THE GROUND.
 AO0207
 AO0207                          STATION RECOVERY (1988)
 AO0207
 AO0207'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0207'MARK RECOVERED IN POOR CONDITION.
 AO0207
 AO0207                          STATION RECOVERY (1994)
 AO0207
 AO0207'RECOVERY NOTE BY US POWER SQUADRON 1994
 AO0207'MARK NOT FOUND.
 AO0207
 AO0207                          STATION RECOVERY (1996)
 AO0207
 AO0207'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0207'RECOVERED IN GOOD CONDITION.
 AO0207
 AO0207                          STATION RECOVERY (2003)
 AO0207
 AO0207'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2126 ***********************************************************************
 BY2126  DESIGNATION -  N 300 RESET 1958
 BY2126  PID         -  BY2126
 BY2126  STATE/COUNTY-  TX/FREESTONE
 BY2126  USGS QUAD   -  BUTLER (1964)
 BY2126
 BY2126                         *CURRENT SURVEY CONTROL
 BY2126  ___________________________________________________________________
 BY2126* NAD 83(1986)-  31 39 54.     (N)    095 55 37.     (W)     SCALED    
 BY2126* NAVD 88     -       103.54   (+/-2cm)     339.7    (feet)  VERTCON   
 BY2126  ___________________________________________________________________
 BY2126  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BY2126
 BY2126  VERT ORDER  -  THIRD (See Below)
 BY2126
 BY2126.The horizontal coordinates were scaled from a topographic map and have
 BY2126.an estimated accuracy of +/- 6 seconds.
 BY2126
 BY2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2126.The vertical order pertains to the NGVD 29 superseded value.
 BY2126
 BY2126.The geoid height was determined by GEOID03.
 BY2126
 BY2126;                    North         East    Units  Estimated Accuracy
 BY2126;SPC TX C     - 3,229,810.    1,117,750.      MT  (+/- 180 meters Scaled)
 BY2126
 BY2126                          SUPERSEDED SURVEY CONTROL
 BY2126
 BY2126  NGVD 29 (??/??/??)  103.52   (m)          339.6    (f) RESET       3  
 BY2126
 BY2126.Superseded values are not recommended for survey control.
 BY2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2126.See file dsdata.txt to determine how the superseded data were derived.
 BY2126
 BY2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR224070(NAD 83)
 BY2126_MARKER: DB = BENCH MARK DISK
 BY2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2126_STAMPING: N 300 RESET 1958
 BY2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2126+STABILITY: SURFACE MOTION
 BY2126
 BY2126  HISTORY     - Date     Condition        Report By
 BY2126  HISTORY     - 1958     MONUMENTED       CGS
 BY2126
 BY2126                          STATION DESCRIPTION
 BY2126
 BY2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2126'14.1 MI SE FROM FAIRFIELD.
 BY2126'ABOUT 14.1 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 84 FROM THE COURT
 BY2126'HOUSE IN FAIRFIELD, 1.7 MILES EAST OF THE JUNCTION OF HIGHWAY NO. 489,
 BY2126'8.0 MILES WEST OF THE JUNCTION OF HIGHWAYS 79 AND 84, IN THE BACK OR
 BY2126'NORTH SIDE OF A ROADSIDE PARK, 146 FEET NORTH OF THE CENTER LINE OF
 BY2126'THE HIGHWAY AND HIGHWAY SURVEY STA. 1859 + 70, 2 FEET SOUTH OF THE
 BY2126'NORTH FENCE LINE AND 17 YARDS NORTHEAST OF THE WEST UNIT OF THE
 BY2126'FIREPLACE AND PICNIC TABLE COMBINATION.  A STANDARD DISK STAMPED N 300
 BY2126'RESET 1958 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2045 ***********************************************************************
 CS2045  DESIGNATION -  N 301
 CS2045  PID         -  CS2045
 CS2045  STATE/COUNTY-  TX/HILL
 CS2045  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2045
 CS2045                         *CURRENT SURVEY CONTROL
 CS2045  ___________________________________________________________________
 CS2045* NAD 83(1986)-  32 05 24.     (N)    097 07 42.     (W)     SCALED    
 CS2045* NAVD 88     -       197.143  (meters)     646.79   (feet)  ADJUSTED  
 CS2045  ___________________________________________________________________
 CS2045  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS2045  DYNAMIC HT  -         196.900 (meters)     646.00  (feet)  COMP
 CS2045  MODELED GRAV-     979,405.0   (mgal)                       NAVD 88
 CS2045
 CS2045  VERT ORDER  -  FIRST     CLASS II
 CS2045
 CS2045.The horizontal coordinates were scaled from a topographic map and have
 CS2045.an estimated accuracy of +/- 6 seconds.
 CS2045
 CS2045.The orthometric height was determined by differential leveling
 CS2045.and adjusted by the National Geodetic Survey in June 1991..
 CS2045.WARNING-Repeat measurements at this control monument indicate possible
 CS2045.vertical movement.
 CS2045
 CS2045.The geoid height was determined by GEOID03.
 CS2045
 CS2045.The dynamic height is computed by dividing the NAVD 88
 CS2045.geopotential number by the normal gravity value computed on the
 CS2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2045.degrees latitude (g = 980.6199 gals.).
 CS2045
 CS2045.The modeled gravity was interpolated from observed gravity values.
 CS2045
 CS2045;                    North         East    Units  Estimated Accuracy
 CS2045;SPC TXNC     - 2,047,790.      729,480.      MT  (+/- 180 meters Scaled)
 CS2045
 CS2045                          SUPERSEDED SURVEY CONTROL
 CS2045
 CS2045  NGVD 29 (??/??/92)  197.061  (m)          646.52   (f) ADJ UNCH    1 2
 CS2045
 CS2045.Superseded values are not recommended for survey control.
 CS2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2045.See file dsdata.txt to determine how the superseded data were derived.
 CS2045
 CS2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA766519(NAD 83)
 CS2045_MARKER: DB = BENCH MARK DISK
 CS2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2045_STAMPING: N 301 1934
 CS2045_MARK LOGO: CGS   
 CS2045_PROJECTION: PROJECTING 10 CENTIMETERS
 CS2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2045+STABILITY: SURFACE MOTION
 CS2045
 CS2045  HISTORY     - Date     Condition        Report By
 CS2045  HISTORY     - 1934     MONUMENTED       CGS
 CS2045  HISTORY     - 1942     GOOD             NGS
 CS2045  HISTORY     - 1983     GOOD             NGS
 CS2045  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2045  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 CS2045
 CS2045                          STATION DESCRIPTION
 CS2045
 CS2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS2045'5.0 MI S FROM ITASCA.
 CS2045'5.0 MI S OF AND ALONG THE M K AND T R R AT LOVELACE.  158 FEET N OF
 CS2045'THE DEPOT.  38 FEET E OF CENTER OF MAIN TRACK.
 CS2045
 CS2045                          STATION RECOVERY (1942)
 CS2045
 CS2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS2045'RECOVERED IN GOOD CONDITION.
 CS2045
 CS2045                          STATION RECOVERY (1983)
 CS2045
 CS2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2045'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.9 KM (5.55
 CS2045'MI) NORTHERLY ALONG THE MISSOURI, KANSAS AMD TEXAS RAILROAD FROM THE
 CS2045'RAILROAD STATION IN HILLSBORO, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 806,
 CS2045'23.8 METERS (78.1 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 81, 11.0
 CS2045'METERS (36.1 FT) EAST OF THE NEAR RAIL AND 2.2 METERS (7.2 FT) SOUTH
 CS2045'OF A UTILITY POLE.
 CS2045'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CS2045'THE MARK IS 0.9 M BELOW THE TRACKS.
 CS2045
 CS2045                          STATION RECOVERY (1995)
 CS2045
 CS2045'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2045'MARK NOT FOUND.
 CS2045
 CS2045                          STATION RECOVERY (2003)
 CS2045
 CS2045'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS2045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1901 ***********************************************************************
 BK1901  DESIGNATION -  N 302
 BK1901  PID         -  BK1901
 BK1901  STATE/COUNTY-  TX/NEWTON
 BK1901  USGS QUAD   -  JAMESTOWN (1984)
 BK1901
 BK1901                         *CURRENT SURVEY CONTROL
 BK1901  ___________________________________________________________________
 BK1901* NAD 83(1986)-  31 00 00.     (N)    093 46 04.     (W)     SCALED    
 BK1901* NAVD 88     -        86.87   (+/-2cm)     285.0    (feet)  VERTCON   
 BK1901  ___________________________________________________________________
 BK1901  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BK1901
 BK1901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1901
 BK1901.The horizontal coordinates were scaled from a topographic map and have
 BK1901.an estimated accuracy of +/- 6 seconds.
 BK1901
 BK1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1901.The vertical order pertains to the NGVD 29 superseded value.
 BK1901
 BK1901.The geoid height was determined by GEOID03.
 BK1901
 BK1901;                    North         East    Units  Estimated Accuracy
 BK1901;SPC TX C     - 3,166,300.    1,326,600.      MT  (+/- 180 meters Scaled)
 BK1901
 BK1901                          SUPERSEDED SURVEY CONTROL
 BK1901
 BK1901  NGVD 29 (??/??/??)   86.897  (m)          285.09   (f) ADJUSTED    2 0
 BK1901
 BK1901.Superseded values are not recommended for survey control.
 BK1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1901.See file dsdata.txt to determine how the superseded data were derived.
 BK1901
 BK1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ267298(NAD 83)
 BK1901_MARKER: DB = BENCH MARK DISK
 BK1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1901_STAMPING: N 302 1935
 BK1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1901+STABILITY: SURFACE MOTION
 BK1901
 BK1901  HISTORY     - Date     Condition        Report By
 BK1901  HISTORY     - 1935     MONUMENTED       CGS
 BK1901
 BK1901                          STATION DESCRIPTION
 BK1901
 BK1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1901'4 MI SW FROM WIERGATE.
 BK1901'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM WIERGATE, NEWTON
 BK1901'COUNTY, ABOUT 125 YARDS SOUTH OF A SMALL DRY CREEK, AT A PINE FOREST
 BK1901'AT THE TOP OF A HILL, AND 25 FEET NORTHWEST OF THE CENTERLINE OF THE
 BK1901'HIGHWAY.  A STANDARD DISK, STAMPED N 302 1935 AND SET IN THE TOP OF A
 BK1901'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0991 ***********************************************************************
 BY0991  DESIGNATION -  N 303
 BY0991  PID         -  BY0991
 BY0991  STATE/COUNTY-  TX/ANGELINA
 BY0991  USGS QUAD   -  MANNING (1980)
 BY0991
 BY0991                         *CURRENT SURVEY CONTROL
 BY0991  ___________________________________________________________________
 BY0991* NAD 83(1986)-  31 13 26.     (N)    094 31 06.     (W)     SCALED    
 BY0991* NAVD 88     -        84.02   (+/-2cm)     275.7    (feet)  VERTCON   
 BY0991  ___________________________________________________________________
 BY0991  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BY0991
 BY0991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0991
 BY0991.The horizontal coordinates were scaled from a topographic map and have
 BY0991.an estimated accuracy of +/- 6 seconds.
 BY0991
 BY0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0991.The vertical order pertains to the NGVD 29 superseded value.
 BY0991
 BY0991.The geoid height was determined by GEOID03.
 BY0991
 BY0991;                    North         East    Units  Estimated Accuracy
 BY0991;SPC TX C     - 3,187,100.    1,253,740.      MT  (+/- 180 meters Scaled)
 BY0991
 BY0991                          SUPERSEDED SURVEY CONTROL
 BY0991
 BY0991  NGVD 29 (??/??/92)   84.047  (m)          275.74   (f) ADJ UNCH    2 0
 BY0991
 BY0991.Superseded values are not recommended for survey control.
 BY0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0991.See file dsdata.txt to determine how the superseded data were derived.
 BY0991
 BY0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ553554(NAD 83)
 BY0991_MARKER: DB = BENCH MARK DISK
 BY0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0991_STAMPING: N 303 1934
 BY0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0991+STABILITY: SURFACE MOTION
 BY0991
 BY0991  HISTORY     - Date     Condition        Report By
 BY0991  HISTORY     - 1934     MONUMENTED       CGS
 BY0991  HISTORY     - 1949     GOOD             NGS
 BY0991
 BY0991                          STATION DESCRIPTION
 BY0991
 BY0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0991'7.1 MI NW FROM ZAVALLA.
 BY0991'7.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0991'STATION AT ZAVALLA, 1.3 MILES NORTHWEST OF THE SHAWNEE SWITCH, 0.4
 BY0991'MILE NORTHWEST OF MILEPOST 121, AT A ROAD CROSSING, 44.2 FEET
 BY0991'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 36.0 FEET SOUTHEAST OF
 BY0991'THE CENTER OF THE ROAD CROSSING, 36.0 FEET SOUTH OF A 12-INCH IRON
 BY0991'PIPE CULVERT UNDER THE ROAD, 7.0 FEET SOUTHEAST OF AN 18-INCH PINE
 BY0991'TREE, 3.6 FEET NORTHEAST OF A FENCE, 1.3 FEET NORTHWEST OF A REFERENCE
 BY0991'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 BY0991'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0023 ***********************************************************************
 BL0023  DESIGNATION -  N 304
 BL0023  PID         -  BL0023
 BL0023  STATE/COUNTY-  TX/TYLER
 BL0023  USGS QUAD   -  WARREN (1984)
 BL0023
 BL0023                         *CURRENT SURVEY CONTROL
 BL0023  ___________________________________________________________________
 BL0023* NAD 83(1986)-  30 34 31.     (N)    094 24 06.     (W)     SCALED    
 BL0023* NAVD 88     -        41.47   (+/-2cm)     136.1    (feet)  VERTCON   
 BL0023  ___________________________________________________________________
 BL0023  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL0023
 BL0023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0023
 BL0023.The horizontal coordinates were scaled from a topographic map and have
 BL0023.an estimated accuracy of +/- 6 seconds.
 BL0023
 BL0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0023.The vertical order pertains to the NGVD 29 superseded value.
 BL0023
 BL0023.The geoid height was determined by GEOID03.
 BL0023
 BL0023;                    North         East    Units  Estimated Accuracy
 BL0023;SPC TX C     - 3,115,890.    1,268,670.      MT  (+/- 180 meters Scaled)
 BL0023
 BL0023                          SUPERSEDED SURVEY CONTROL
 BL0023
 BL0023  NGVD 29 (??/??/92)   41.466  (m)          136.04   (f) ADJ UNCH    2 0
 BL0023
 BL0023.Superseded values are not recommended for survey control.
 BL0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0023.See file dsdata.txt to determine how the superseded data were derived.
 BL0023
 BL0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP655833(NAD 83)
 BL0023_MARKER: DB = BENCH MARK DISK
 BL0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0023_STAMPING: N 304 1934
 BL0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0023+STABILITY: SURFACE MOTION
 BL0023
 BL0023  HISTORY     - Date     Condition        Report By
 BL0023  HISTORY     - 1934     MONUMENTED       CGS
 BL0023
 BL0023                          STATION DESCRIPTION
 BL0023
 BL0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0023'4.6 MI N FROM VILLAGE MILLS.
 BL0023'4.6 MI N OF AND ALONG THE S P R R AT HYATT SIDING.  10 YARDS W OF THE
 BL0023'CENTER OF TRACK.  35 YARDS S OF ROAD CROSSING.  150 YARDS SW OF HYATT
 BL0023'DEPOT.  AT MILEPOST 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4431 ***********************************************************************
 AW4431  DESIGNATION -  N 306
 AW4431  PID         -  AW4431
 AW4431  STATE/COUNTY-  TX/FORT BEND
 AW4431  USGS QUAD   -  KENDLETON (1981)
 AW4431
 AW4431                         *CURRENT SURVEY CONTROL
 AW4431  ___________________________________________________________________
 AW4431* NAD 83(1986)-  29 28 41.     (N)    095 56 54.     (W)     SCALED    
 AW4431* NAVD 88     -        31.29   (+/-2cm)     102.7    (feet)  VERTCON   
 AW4431  ___________________________________________________________________
 AW4431  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW4431
 AW4431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4431
 AW4431.The horizontal coordinates were scaled from a topographic map and have
 AW4431.an estimated accuracy of +/- 6 seconds.
 AW4431
 AW4431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4431.The vertical order pertains to the NGVD 29 superseded value.
 AW4431
 AW4431.The geoid height was determined by GEOID03.
 AW4431
 AW4431;                    North         East    Units  Estimated Accuracy
 AW4431;SPC TXSC     - 4,186,140.      895,900.      MT  (+/- 180 meters Scaled)
 AW4431
 AW4431                          SUPERSEDED SURVEY CONTROL
 AW4431
 AW4431  NGVD 29 (??/??/92)   31.283  (m)          102.63   (f) ADJ UNCH    2 0
 AW4431
 AW4431.Superseded values are not recommended for survey control.
 AW4431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4431.See file dsdata.txt to determine how the superseded data were derived.
 AW4431
 AW4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN140645(NAD 83)
 AW4431_MARKER: DB = BENCH MARK DISK
 AW4431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4431_STAMPING: N 306 1935
 AW4431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4431+STABILITY: SURFACE MOTION
 AW4431
 AW4431  HISTORY     - Date     Condition        Report By
 AW4431  HISTORY     - 1935     MONUMENTED       CGS
 AW4431  HISTORY     - 1943     GOOD             NGS
 AW4431  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4431  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4431  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4431  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4431
 AW4431                          STATION DESCRIPTION
 AW4431
 AW4431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4431'10.5 MI SW FROM ROSENBERG.
 AW4431'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT ROSENBERG,
 AW4431'PROCEED 10.5 MILES SOUTHWESTERLY ALONG THE TRACK TO MILE POST NO. 10
 AW4431'AND SITE OF BENCH MARK.  BENCH MARK IS 78.0 YARDS NORTHEAST OF AND
 AW4431'ACROSS THE TRACK FROM MILE POST NO. 10.  IT IS 46.6 FEET NORTHWEST OF
 AW4431'AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE TRACK, 31.0 FEET
 AW4431'SOUTHWEST OF THE CENTERLINE OF A DIRT GRADE CROSSING. MONUMENT IS 2.1
 AW4431'FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1
 AW4431'FOOT ABOVE THE GROUND.  A DISK SET IN A CONCRETE POST.
 AW4431
 AW4431                          STATION RECOVERY (1987)
 AW4431
 AW4431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4431'NOT RECOVERED.  BELIEVED DESTROYED BY ROAD WORK.
 AW4431
 AW4431                          STATION RECOVERY (1995)
 AW4431
 AW4431'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4431'MARK NOT FOUND.
 AW4431
 AW4431                          STATION RECOVERY (1997)
 AW4431
 AW4431'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4431'MARK NOT FOUND.
 AW4431
 AW4431                          STATION RECOVERY (1998)
 AW4431
 AW4431'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4432 ***********************************************************************
 AW4432  DESIGNATION -  N 306 RESET 1972
 AW4432  PID         -  AW4432
 AW4432  STATE/COUNTY-  TX/FORT BEND
 AW4432  USGS QUAD   -  KENDLETON (1981)
 AW4432
 AW4432                         *CURRENT SURVEY CONTROL
 AW4432  ___________________________________________________________________
 AW4432* NAD 83(1986)-  29 28 41.     (N)    095 56 53.     (W)     SCALED    
 AW4432* NAVD 88     -        31.12   (+/-2cm)     102.1    (feet)  VERTCON   
 AW4432  ___________________________________________________________________
 AW4432  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW4432
 AW4432  VERT ORDER  -  THIRD (See Below)
 AW4432
 AW4432.The horizontal coordinates were scaled from a topographic map and have
 AW4432.an estimated accuracy of +/- 6 seconds.
 AW4432
 AW4432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4432.The vertical order pertains to the NGVD 29 superseded value.
 AW4432
 AW4432.The geoid height was determined by GEOID03.
 AW4432
 AW4432;                    North         East    Units  Estimated Accuracy
 AW4432;SPC TXSC     - 4,186,140.      895,930.      MT  (+/- 180 meters Scaled)
 AW4432
 AW4432                          SUPERSEDED SURVEY CONTROL
 AW4432
 AW4432  NGVD 29 (01/29/03)   31.12   (m)          102.1    (f) RESET       3  
 AW4432
 AW4432.Superseded values are not recommended for survey control.
 AW4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4432.See file dsdata.txt to determine how the superseded data were derived.
 AW4432
 AW4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN141645(NAD 83)
 AW4432_MARKER: DB = BENCH MARK DISK
 AW4432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4432_SP_SET: CULVERT
 AW4432_STAMPING: N 306 RESET 1972
 AW4432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4432
 AW4432  HISTORY     - Date     Condition        Report By
 AW4432  HISTORY     - 1972     MONUMENTED       LOCENG
 AW4432  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4432
 AW4432                          STATION DESCRIPTION
 AW4432
 AW4432'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 AW4432'10.5 MI SW FROM ROSENBERG.
 AW4432'10.5 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AW4432'STATION AT ROSENBERG, 229.83 FEET NORTHEAST AND ACROSS THE TRACK FROM
 AW4432'MILE POST 10, 49.5 FEET SOUTH 37 DEGREES 04 MINUTES 10 SECONDS EAST,
 AW4432'35.16 FEET SOUTH 52 DEGREES 55 MINUTES 50 SECONDS FROM THE CENTER LINE
 AW4432'OF A GRADE CROSSING, ABOUT 2 FEET BELOW THE CENTER LINE OF THE TRACK
 AW4432'AND SET IN THE TOP OF THE WEST CONCRETE WINGWALL OF A CULVERT UNDER
 AW4432'DIRT ROAD.
 AW4432
 AW4432                          STATION RECOVERY (1997)
 AW4432
 AW4432'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0336 ***********************************************************************
 AX0336  DESIGNATION -  N 307 RESET
 AX0336  PID         -  AX0336
 AX0336  STATE/COUNTY-  TX/WHARTON
 AX0336  USGS QUAD   -  EL CAMPO (1981)
 AX0336
 AX0336                         *CURRENT SURVEY CONTROL
 AX0336  ___________________________________________________________________
 AX0336* NAD 83(1986)-  29 11 51.     (N)    096 16 00.     (W)     SCALED    
 AX0336* NAVD 88     -        32.260  (meters)     105.84   (feet)  ADJUSTED  
 AX0336  ___________________________________________________________________
 AX0336  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0336  DYNAMIC HT  -          32.214 (meters)     105.69  (feet)  COMP
 AX0336  MODELED GRAV-     979,235.9   (mgal)                       NAVD 88
 AX0336
 AX0336  VERT ORDER  -  FIRST     CLASS I
 AX0336
 AX0336.The horizontal coordinates were scaled from a topographic map and have
 AX0336.an estimated accuracy of +/- 6 seconds.
 AX0336
 AX0336.The orthometric height was determined by differential leveling
 AX0336.and adjusted by the National Geodetic Survey in June 1991..
 AX0336
 AX0336.The geoid height was determined by GEOID03.
 AX0336
 AX0336.The dynamic height is computed by dividing the NAVD 88
 AX0336.geopotential number by the normal gravity value computed on the
 AX0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0336.degrees latitude (g = 980.6199 gals.).
 AX0336
 AX0336.The modeled gravity was interpolated from observed gravity values.
 AX0336
 AX0336;                    North         East    Units  Estimated Accuracy
 AX0336;SPC TXSC     - 4,154,290.      865,770.      MT  (+/- 180 meters Scaled)
 AX0336
 AX0336                          SUPERSEDED SURVEY CONTROL
 AX0336
 AX0336  NGVD 29 (12/23/87)   32.265  (m)          105.86   (f) ADJUSTED    1 1
 AX0336
 AX0336.Superseded values are not recommended for survey control.
 AX0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0336.See file dsdata.txt to determine how the superseded data were derived.
 AX0336
 AX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT657329(NAD 83)
 AX0336_MARKER: DB = BENCH MARK DISK
 AX0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0336_SP_SET: CONCRETE STORM DRAIN
 AX0336_STAMPING: N 307 RESET 1968
 AX0336_MARK LOGO: CGS   
 AX0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0336+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AX0336
 AX0336  HISTORY     - Date     Condition        Report By
 AX0336  HISTORY     - 1968     MONUMENTED       CGS
 AX0336  HISTORY     - 1987     GOOD             NGS
 AX0336  HISTORY     - 1990     GOOD             USPSQD
 AX0336  HISTORY     - 20050428 GOOD             USPSQD
 AX0336
 AX0336                          STATION DESCRIPTION
 AX0336
 AX0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AX0336'IN EL CAMPO.
 AX0336'ABOUT 0.2 MILE EAST ALONG MONSERATTE STREET FROM THE FIRE STATION IN
 AX0336'EL CAMPO TO SITE OF BENCH MARK, IT IS IN THE NORTHEAST ANGLE OF THE
 AX0336'INTERSECTION OF MERCHANT STREET AND MONSERATTE STREET.  35 FEET NORTH
 AX0336'OF THE CENTER LINE OF MONSERATTE STREET, 31 FEET EAST OF THE CENTER
 AX0336'LINE OF MERCHANT STREET, AND 1 FOOT EAST OF THE EAST CURB OF MERCHANT
 AX0336'STREET.  A STANDARD C AND GS BENCH MARK DISK CEMENTED IN A DRILL HOLE
 AX0336'IN THE NORTH END OF A CONCRETE WATER INLET.
 AX0336
 AX0336                          STATION RECOVERY (1987)
 AX0336
 AX0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0336'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.25 KM
 AX0336'(0.15 MI) NORTHEAST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION OF STATE
 AX0336'HIGHWAY 71 IN EL CAMPO, THENCE 0.10 KM (0.06 MI) SOUTHEAST ALONG
 AX0336'MERCHANT STREET, 9.4 METERS (31.0 FT) NORTHEAST OF THE CENTERLINE OF
 AX0336'MERCHANT STREET, 10.6 METERS (35.0 FT) NORTHWEST OF THE CENTERLINE OF
 AX0336'MONSERATTE STREET, IN THE NORTHWEST CORNER OF A 4- BY 4-FOOT CONCRETE
 AX0336'MAT FOR A STORM DRAIN.
 AX0336'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 AX0336
 AX0336                          STATION RECOVERY (1990)
 AX0336
 AX0336'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0336'RECOVERED IN GOOD CONDITION.
 AX0336
 AX0336                          STATION RECOVERY (2005)
 AX0336
 AX0336'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0325 ***********************************************************************
 BL0325  DESIGNATION -  N 308
 BL0325  PID         -  BL0325
 BL0325  STATE/COUNTY-  TX/HARDIN
 BL0325  USGS QUAD   -  SILSBEE (1984)
 BL0325
 BL0325                         *CURRENT SURVEY CONTROL
 BL0325  ___________________________________________________________________
 BL0325* NAD 83(1986)-  30 20 55.     (N)    094 10 38.     (W)     SCALED    
 BL0325* NAVD 88     -        24.84   (+/-2cm)      81.5    (feet)  VERTCON   
 BL0325  ___________________________________________________________________
 BL0325  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0325
 BL0325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0325
 BL0325.The horizontal coordinates were scaled from a topographic map and have
 BL0325.an estimated accuracy of +/- 6 seconds.
 BL0325
 BL0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0325.The vertical order pertains to the NGVD 29 superseded value.
 BL0325
 BL0325.The geoid height was determined by GEOID03.
 BL0325
 BL0325;                    North         East    Units  Estimated Accuracy
 BL0325;SPC TX C     - 3,091,970.    1,291,560.      MT  (+/- 180 meters Scaled)
 BL0325
 BL0325                          SUPERSEDED SURVEY CONTROL
 BL0325
 BL0325  NGVD 29 (??/??/92)   24.828  (m)           81.46   (f) ADJ UNCH    2 0
 BL0325
 BL0325.Superseded values are not recommended for survey control.
 BL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0325.See file dsdata.txt to determine how the superseded data were derived.
 BL0325
 BL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP868580(NAD 83)
 BL0325_MARKER: DB = BENCH MARK DISK
 BL0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0325_SP_SET: FOUNDATION
 BL0325_STAMPING: N 308 1934
 BL0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0325+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BL0325
 BL0325  HISTORY     - Date     Condition        Report By
 BL0325  HISTORY     - 1934     MONUMENTED       CGS
 BL0325  HISTORY     - 1976     GOOD             USGS
 BL0325  HISTORY     - 19971101 GOOD             USPSQD
 BL0325  HISTORY     - 20041009 GOOD             USPSQD
 BL0325
 BL0325                          STATION DESCRIPTION
 BL0325
 BL0325'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 BL0325'IN SILSBEE.
 BL0325'AT SILSBEE, HARDIN COUNTY, ON THE AT AND SF RAILWAY, 150 FEET
 BL0325'SOUTHWEST OF THE OLD STATION, 13 FEET SOUTH OF THE CENTERLINE OF THE
 BL0325'TRACK, 90 FEET EAST OF CENTERLINE OF 5TH STREET, IN THE TOP OF THE
 BL0325'SOUTHWEST CORNER OF ON OLD CONCRETE FOUNDATION.  A STATE SURVEY
 BL0325'STANDARD DISK, STAMPED N 308 1934.
 BL0325
 BL0325                          STATION RECOVERY (1997)
 BL0325
 BL0325'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0325'RECOVERED IN GOOD CONDITION.
 BL0325
 BL0325                          STATION RECOVERY (2004)
 BL0325
 BL0325'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BL0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2453 ***********************************************************************
 AW2453  DESIGNATION -  N 310
 AW2453  PID         -  AW2453
 AW2453  STATE/COUNTY-  TX/JEFFERSON
 AW2453  USGS QUAD   -  STAR LAKE (1994)
 AW2453
 AW2453                         *CURRENT SURVEY CONTROL
 AW2453  ___________________________________________________________________
 AW2453* NAD 83(1986)-  29 38 07.     (N)    094 09 44.     (W)     SCALED    
 AW2453* NAVD 88     -         2.06   (+/-2cm)       6.8    (feet)  VERTCON   
 AW2453  ___________________________________________________________________
 AW2453  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2453
 AW2453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2453
 AW2453.The horizontal coordinates were scaled from a topographic map and have
 AW2453.an estimated accuracy of +/- 6 seconds.
 AW2453
 AW2453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2453.The vertical order pertains to the NGVD 29 superseded value.
 AW2453
 AW2453.The geoid height was determined by GEOID03.
 AW2453
 AW2453;                    North         East    Units  Estimated Accuracy
 AW2453;SPC TXSC     - 4,209,390.    1,068,290.      MT  (+/- 180 meters Scaled)
 AW2453
 AW2453                          SUPERSEDED SURVEY CONTROL
 AW2453
 AW2453  NGVD 29 (??/??/92)    2.053  (m)            6.74   (f) ADJ UNCH    2 0
 AW2453
 AW2453.Superseded values are not recommended for survey control.
 AW2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2453.See file dsdata.txt to determine how the superseded data were derived.
 AW2453
 AW2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN874789(NAD 83)
 AW2453_MARKER: DB = BENCH MARK DISK
 AW2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2453_STAMPING: N 310 1935
 AW2453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2453+STABILITY: SURFACE MOTION
 AW2453
 AW2453  HISTORY     - Date     Condition        Report By
 AW2453  HISTORY     - 1935     MONUMENTED       CGS
 AW2453  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2453  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2453
 AW2453                          STATION DESCRIPTION
 AW2453
 AW2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2453'16.9 MI E FROM HIGH ISLAND.
 AW2453'16.9 MILES EAST OF AND ALONG STATE HIGHWAY 87.  64 FEET NORTH OF THE
 AW2453'OLD ROAD BED.  ABOUT 55 YARDS NORTH OF THE GULF.
 AW2453
 AW2453                          STATION RECOVERY (1953)
 AW2453
 AW2453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2453'MARK NOT FOUND.
 AW2453
 AW2453                          STATION RECOVERY (2002)
 AW2453
 AW2453'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0259 ***********************************************************************
 BM0259  DESIGNATION -  N 311
 BM0259  PID         -  BM0259
 BM0259  STATE/COUNTY-  TX/LEE
 BM0259  USGS QUAD   -  LINCOLN (1989)
 BM0259
 BM0259                         *CURRENT SURVEY CONTROL
 BM0259  ___________________________________________________________________
 BM0259* NAD 83(1986)-  30 19 59.     (N)    096 59 35.     (W)     SCALED    
 BM0259* NAVD 88     -       121.39   (+/-2cm)     398.3    (feet)  VERTCON   
 BM0259  ___________________________________________________________________
 BM0259  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BM0259
 BM0259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0259
 BM0259.The horizontal coordinates were scaled from a topographic map and have
 BM0259.an estimated accuracy of +/- 6 seconds.
 BM0259
 BM0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0259.The vertical order pertains to the NGVD 29 superseded value.
 BM0259
 BM0259.The geoid height was determined by GEOID03.
 BM0259
 BM0259;                    North         East    Units  Estimated Accuracy
 BM0259;SPC TX C     - 3,078,700.    1,021,150.      MT  (+/- 180 meters Scaled)
 BM0259
 BM0259                          SUPERSEDED SURVEY CONTROL
 BM0259
 BM0259  NGVD 29 (??/??/92)  121.332  (m)          398.07   (f) ADJ UNCH    2 0
 BM0259
 BM0259.Superseded values are not recommended for survey control.
 BM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0259.See file dsdata.txt to determine how the superseded data were derived.
 BM0259
 BM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU929573(NAD 83)
 BM0259_MARKER: DB = BENCH MARK DISK
 BM0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0259_STAMPING: N 311 1935
 BM0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0259+STABILITY: SURFACE MOTION
 BM0259
 BM0259  HISTORY     - Date     Condition        Report By
 BM0259  HISTORY     - 1935     MONUMENTED       CGS
 BM0259  HISTORY     - 1960     GOOD             USGS
 BM0259  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BM0259
 BM0259                          STATION DESCRIPTION
 BM0259
 BM0259'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BM0259'0.7 MI NE FROM LINCOLN.
 BM0259'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BM0259'LINCOLN, THENCE 1.4 MILES WEST AND 2.5 MILE NORTH ALONG COUNTY ROADS,
 BM0259'305 FEET NORTH OF A ROAD AND FIELD ROAD E, 43 FEET EAST OF AN
 BM0259'ABANDONED RAILROAD GRADE, 39 FEET WEST OF THE CENTERLINE OF THE ROAD.
 BM0259'A STANDARD DISK, STAMPED N 311 1935 AND SET IN THE TOP OF A CONCRETE
 BM0259'POST PROJECTING 0.5 FOOT.
 BM0259
 BM0259                          STATION RECOVERY (1987)
 BM0259
 BM0259'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BM0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1467 ***********************************************************************
 BL1467  DESIGNATION -  N 312
 BL1467  PID         -  BL1467
 BL1467  STATE/COUNTY-  TX/MONTGOMERY
 BL1467  USGS QUAD   -  KEENAN (1976)
 BL1467
 BL1467                         *CURRENT SURVEY CONTROL
 BL1467  ___________________________________________________________________
 BL1467* NAD 83(1986)-  30 19 46.     (N)    095 38 51.     (W)     SCALED    
 BL1467* NAVD 88     -        91.43   (+/-2cm)     300.0    (feet)  VERTCON   
 BL1467  ___________________________________________________________________
 BL1467  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1467
 BL1467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1467
 BL1467.The horizontal coordinates were scaled from a topographic map and have
 BL1467.an estimated accuracy of +/- 6 seconds.
 BL1467
 BL1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1467.The vertical order pertains to the NGVD 29 superseded value.
 BL1467
 BL1467.The geoid height was determined by GEOID03.
 BL1467
 BL1467;                    North         East    Units  Estimated Accuracy
 BL1467;SPC TX C     - 3,082,960.    1,150,460.      MT  (+/- 180 meters Scaled)
 BL1467
 BL1467                          SUPERSEDED SURVEY CONTROL
 BL1467
 BL1467  NGVD 29 (??/??/92)   91.424  (m)          299.95   (f) ADJ UNCH    2 0
 BL1467
 BL1467.Superseded values are not recommended for survey control.
 BL1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1467.See file dsdata.txt to determine how the superseded data were derived.
 BL1467
 BL1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP454582(NAD 83)
 BL1467_MARKER: DB = BENCH MARK DISK
 BL1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1467_STAMPING: N 312 1935
 BL1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1467+STABILITY: SURFACE MOTION
 BL1467
 BL1467  HISTORY     - Date     Condition        Report By
 BL1467  HISTORY     - 1935     MONUMENTED       CGS
 BL1467  HISTORY     - 1954     GOOD             NGS
 BL1467  HISTORY     - 19920314 MARK NOT FOUND   USPSQD
 BL1467
 BL1467                          STATION DESCRIPTION
 BL1467
 BL1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1467'10.1 MI E FROM DOBBIN.
 BL1467'10.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BL1467'THE STATION AT DOBBIN, 0.6 MILE NORTHWEST OF THE STATION AT KEENAN
 BL1467'SIDING, 156 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 BL1467'LEADING NORTHEAST, 89 FEET NORTHEAST OF THE NORTHEAST RAIL, 46 FEET
 BL1467'SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD, 1 1/2 POLES NORTHWEST
 BL1467'OF MILEPOST 60, 8 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A
 BL1467'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1467
 BL1467                          STATION RECOVERY (1992)
 BL1467
 BL1467'RECOVERY NOTE BY US POWER SQUADRON 1992 (DDD)
 BL1467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0128 ***********************************************************************
 BM0128  DESIGNATION -  N 313
 BM0128  PID         -  BM0128
 BM0128  STATE/COUNTY-  TX/BRAZOS
 BM0128  USGS QUAD   -  NAVASOTA (1989)
 BM0128
 BM0128                         *CURRENT SURVEY CONTROL
 BM0128  ___________________________________________________________________
 BM0128* NAD 83(1986)-  30 25 55.     (N)    096 07 15.     (W)     SCALED    
 BM0128* NAVD 88     -        61.76   (+/-2cm)     202.6    (feet)  VERTCON   
 BM0128  ___________________________________________________________________
 BM0128  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BM0128
 BM0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0128
 BM0128.The horizontal coordinates were scaled from a topographic map and have
 BM0128.an estimated accuracy of +/- 6 seconds.
 BM0128
 BM0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0128.The vertical order pertains to the NGVD 29 superseded value.
 BM0128
 BM0128.The geoid height was determined by GEOID03.
 BM0128
 BM0128;                    North         East    Units  Estimated Accuracy
 BM0128;SPC TX C     - 3,092,500.    1,104,550.      MT  (+/- 180 meters Scaled)
 BM0128
 BM0128                          SUPERSEDED SURVEY CONTROL
 BM0128
 BM0128  NGVD 29 (??/??/92)   61.744  (m)          202.57   (f) ADJ UNCH    2 0
 BM0128
 BM0128.Superseded values are not recommended for survey control.
 BM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0128.See file dsdata.txt to determine how the superseded data were derived.
 BM0128
 BM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU765701(NAD 83)
 BM0128_MARKER: DB = BENCH MARK DISK
 BM0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0128_STAMPING: N 313 1935
 BM0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0128+STABILITY: SURFACE MOTION
 BM0128
 BM0128  HISTORY     - Date     Condition        Report By
 BM0128  HISTORY     - 1935     MONUMENTED       CGS
 BM0128  HISTORY     - 1939     GOOD             NGS
 BM0128  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0128  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0128
 BM0128                          STATION DESCRIPTION
 BM0128
 BM0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BM0128'3.9 MI NW FROM NAVASOTA.
 BM0128'IN BRAZOS COUNTY, 3.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS
 BM0128'RAILROAD FROM THE STATION AT NAVASOTA, GRIMES COUNTY, ABOUT 125 YARDS
 BM0128'SOUTHEAST OF MILEPOST 75, NEAR A COTTONGIN, AT AN OLD ROAD CROSSING,
 BM0128'ABOUT 15 YARDS SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 13 YARDS
 BM0128'SOUTHEAST OF THE CENTERLINE OF THE OLD ROAD.  A STANDARD DISK, STAMPED
 BM0128'N 313 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BM0128
 BM0128                          STATION RECOVERY (1991)
 BM0128
 BM0128'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0128'MARK NOT FOUND.
 BM0128
 BM0128                          STATION RECOVERY (1994)
 BM0128
 BM0128'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0394 ***********************************************************************
 AY0394  DESIGNATION -  N 314
 AY0394  PID         -  AY0394
 AY0394  STATE/COUNTY-  TX/BEXAR
 AY0394  USGS QUAD   -  MARTINEZ (1992)
 AY0394
 AY0394                         *CURRENT SURVEY CONTROL
 AY0394  ___________________________________________________________________
 AY0394* NAD 83(1986)-  29 25 07.     (N)    098 20 38.     (W)     SCALED    
 AY0394* NAVD 88     -       211.071  (meters)     692.49   (feet)  ADJUSTED  
 AY0394  ___________________________________________________________________
 AY0394  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AY0394  DYNAMIC HT  -         210.764 (meters)     691.48  (feet)  COMP
 AY0394  MODELED GRAV-     979,185.3   (mgal)                       NAVD 88
 AY0394
 AY0394  VERT ORDER  -  FIRST     CLASS II
 AY0394
 AY0394.The horizontal coordinates were scaled from a topographic map and have
 AY0394.an estimated accuracy of +/- 6 seconds.
 AY0394
 AY0394.The orthometric height was determined by differential leveling
 AY0394.and adjusted by the National Geodetic Survey in June 1991..
 AY0394
 AY0394.The geoid height was determined by GEOID03.
 AY0394
 AY0394.The dynamic height is computed by dividing the NAVD 88
 AY0394.geopotential number by the normal gravity value computed on the
 AY0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0394.degrees latitude (g = 980.6199 gals.).
 AY0394
 AY0394.The modeled gravity was interpolated from observed gravity values.
 AY0394
 AY0394;                    North         East    Units  Estimated Accuracy
 AY0394;SPC TXSC     - 4,175,870.      663,660.      MT  (+/- 180 meters Scaled)
 AY0394
 AY0394                          SUPERSEDED SURVEY CONTROL
 AY0394
 AY0394  NGVD 29 (??/??/92)  210.968  (m)          692.15   (f) ADJ UNCH    1 2
 AY0394
 AY0394.Superseded values are not recommended for survey control.
 AY0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0394.See file dsdata.txt to determine how the superseded data were derived.
 AY0394
 AY0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT636545(NAD 83)
 AY0394_MARKER: DD = SURVEY DISK
 AY0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0394_STAMPING: N 314 1935
 AY0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0394+STABILITY: SURFACE MOTION
 AY0394
 AY0394  HISTORY     - Date     Condition        Report By
 AY0394  HISTORY     - 1935     MONUMENTED       TXGS
 AY0394  HISTORY     - 1943     GOOD             NGS
 AY0394  HISTORY     - 1967     GOOD             USGS
 AY0394  HISTORY     - 1987     MARK NOT FOUND   USGS
 AY0394  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0394
 AY0394                          STATION DESCRIPTION
 AY0394
 AY0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0394'7.0 MI NW FROM ADKINS.
 AY0394'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT ADKINS--
 AY0394'PROCEED 7.0 MILES NORTHWESTERLY ALONG THE RAILROAD TO SITE OF BENCH
 AY0394'MARK.  BENCH MARK IS AT MARTINEZ SIDING, ABOUT 0.4 MILE EAST OF
 AY0394'MILEPOST 31, ABOUT 180.0 FEET EAST OF THE SIGN POST MARTINEZ, AND 49.0
 AY0394'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF AN
 AY0394'ASPHALT ROAD.  IT IS 35.0 FEET WEST OF THE CENTERLINE OF A FARM ROAD
 AY0394'CROSSING THE RAILROAD, 28.8 FEET SOUTH OF AND ABOUT THE SAME ELEVATION
 AY0394'AS THE SOUTH RAIL OF MAIN TRACK, AND 3.0 FEET EAST OF A 4X4-INCH
 AY0394'WOODEN MARKER POST.  A TEXAS STATE SURVEY DISK SET IN A CONCRETE POST.
 AY0394'MONUMENT PROJECTS 0.9 FOOT.
 AY0394
 AY0394                          STATION RECOVERY (1967)
 AY0394
 AY0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0394'ABOUT 0.5 MILE WEST ALONG FARM ROAD 1346 FROM THE CROSS ROADS (FM
 AY0394'1516 AND 1346) AT MARTINEZ, BEXAR COUNTY, ABOUT ONE MILE EAST OF
 AY0394'FOSTER ROAD, ABOUT 375 FEET EAST OF A T ROAD NORTH, 49 FEET NORTH OF
 AY0394'FM 1346, 31 FEET SOUTH OF CENTER LINE OF OLD RAILROAD GRADE, ABOUT
 AY0394'LEVEL WITH OLD GRADE. A STATE SURVEY STANDARD DISK, STAMPED N 314
 AY0394'1935 ETC.
 AY0394
 AY0394                          STATION RECOVERY (1987)
 AY0394
 AY0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0394'MARK NOT FOUND.
 AY0394
 AY0394                          STATION RECOVERY (1999)
 AY0394
 AY0394'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2004 ***********************************************************************
 AX2004  DESIGNATION -  N 315
 AX2004  PID         -  AX2004
 AX2004  STATE/COUNTY-  TX/GONZALES
 AX2004  USGS QUAD   -  SMILEY (1987)
 AX2004
 AX2004                         *CURRENT SURVEY CONTROL
 AX2004  ___________________________________________________________________
 AX2004* NAD 83(1986)-  29 16 33.     (N)    097 42 28.     (W)     SCALED    
 AX2004* NAVD 88     -       111.38   (+/-2cm)     365.4    (feet)  VERTCON   
 AX2004  ___________________________________________________________________
 AX2004  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX2004
 AX2004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2004
 AX2004.The horizontal coordinates were scaled from a topographic map and have
 AX2004.an estimated accuracy of +/- 6 seconds.
 AX2004
 AX2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2004.The vertical order pertains to the NGVD 29 superseded value.
 AX2004
 AX2004.The geoid height was determined by GEOID03.
 AX2004
 AX2004;                    North         East    Units  Estimated Accuracy
 AX2004;SPC TXSC     - 4,160,560.      725,560.      MT  (+/- 180 meters Scaled)
 AX2004
 AX2004                          SUPERSEDED SURVEY CONTROL
 AX2004
 AX2004  NGVD 29 (??/??/92)  111.349  (m)          365.32   (f) ADJ UNCH    2 0
 AX2004
 AX2004.Superseded values are not recommended for survey control.
 AX2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2004.See file dsdata.txt to determine how the superseded data were derived.
 AX2004
 AX2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT255392(NAD 83)
 AX2004_MARKER: DB = BENCH MARK DISK
 AX2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2004_STAMPING: N 315 1935
 AX2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2004+STABILITY: SURFACE MOTION
 AX2004
 AX2004  HISTORY     - Date     Condition        Report By
 AX2004  HISTORY     - 1935     MONUMENTED       CGS
 AX2004  HISTORY     - 1943     GOOD             NGS
 AX2004
 AX2004                          STATION DESCRIPTION
 AX2004
 AX2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2004'3.5 MI E FROM NIXON.
 AX2004'BENCH MARK IS ABOUT 3.5 MILE EASTERLY ALONG THE SOUTHERN PACIFIC (T.
 AX2004'AND N.O.) RAILROAD FROM THE STATION AT NIXON.  IT IS ABOUT 4.2 MILES
 AX2004'WEST OF THE STATION AT SMILEY.  IT IS ABOUT 48.0 FEET NORTH OF THE
 AX2004'CENTERLINE OF U.S. HIGHWAY NO.87, 41.5 FEET SOUTH OF AND ABOUT ONE
 AX2004'FOOT BELOW THE CENTERLINE OF THE TRACKS, 8.0 FEET SOUTH OF MILE POLE
 AX2004'NO.86, ON THE EAST SLOPE OF A SMALL HILL, AND 3.0 FEET WEST OF A
 AX2004'4X4-INCH WOODEN MARKER POST.  A DISK SET IN CONCRETE POST PROJECTING
 AX2004'ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1852 ***********************************************************************
 AX1852  DESIGNATION -  N 316
 AX1852  PID         -  AX1852
 AX1852  STATE/COUNTY-  TX/GUADALUPE
 AX1852  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1852
 AX1852                         *CURRENT SURVEY CONTROL
 AX1852  ___________________________________________________________________
 AX1852* NAD 83(1986)-  29 25 29.     (N)    097 57 05.     (W)     SCALED    
 AX1852* NAVD 88     -       202.31   (+/-2cm)     663.7    (feet)  VERTCON   
 AX1852  ___________________________________________________________________
 AX1852  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AX1852
 AX1852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1852
 AX1852.The horizontal coordinates were scaled from a topographic map and have
 AX1852.an estimated accuracy of +/- 6 seconds.
 AX1852
 AX1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1852.The vertical order pertains to the NGVD 29 superseded value.
 AX1852
 AX1852.The geoid height was determined by GEOID03.
 AX1852
 AX1852;                    North         East    Units  Estimated Accuracy
 AX1852;SPC TXSC     - 4,176,820.      701,740.      MT  (+/- 180 meters Scaled)
 AX1852
 AX1852                          SUPERSEDED SURVEY CONTROL
 AX1852
 AX1852  NGVD 29 (??/??/92)  202.226  (m)          663.47   (f) ADJ UNCH    2 0
 AX1852
 AX1852.Superseded values are not recommended for survey control.
 AX1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1852.See file dsdata.txt to determine how the superseded data were derived.
 AX1852
 AX1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT017555(NAD 83)
 AX1852_MARKER: DB = BENCH MARK DISK
 AX1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1852_STAMPING: N 316 1935
 AX1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1852+STABILITY: SURFACE MOTION
 AX1852
 AX1852  HISTORY     - Date     Condition        Report By
 AX1852  HISTORY     - 1935     MONUMENTED       CGS
 AX1852  HISTORY     - 1943     GOOD             NGS
 AX1852  HISTORY     - 19930808 GOOD             USPSQD
 AX1852  HISTORY     - 19990925 GOOD             USPSQD
 AX1852
 AX1852                          STATION DESCRIPTION
 AX1852
 AX1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1852'10.25 MI S FROM SEGUIN.
 AX1852'SEGUIN - GUADELUPE COUNTY 10.25 MILES SOUTHERLY TO REACH FROM THE
 AX1852'COURT HOUSE AT SEGUIN, PROCEED 10.25 MILES SOUTHERLY ALONG STATE
 AX1852'HIGHWAY NO. 123 TO SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE NORTH
 AX1852'OF AND ACROSS THE HIGHWAY FROM A WINDMILL AND A LARGE DIRT TANK.  IT
 AX1852'IS 47.5 FEET WEST OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE
 AX1852'HIGHWAY, 2.4 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND 1.4
 AX1852'FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.3 FOOT.
 AX1852'A DISK SET IN A CONCRETE POST.
 AX1852
 AX1852                          STATION RECOVERY (1993)
 AX1852
 AX1852'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1852'RECOVERED IN GOOD CONDITION.
 AX1852
 AX1852                          STATION RECOVERY (1999)
 AX1852
 AX1852'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0145 ***********************************************************************
 AH0145  DESIGNATION -  N 317
 AH0145  PID         -  AH0145
 AH0145  STATE/COUNTY-  TX/SAN PATRICIO
 AH0145  USGS QUAD   -  GREGORY (1975)
 AH0145
 AH0145                         *CURRENT SURVEY CONTROL
 AH0145  ___________________________________________________________________
 AH0145* NAD 83(1986)-  27 55 48.     (N)    097 18 16.     (W)     SCALED    
 AH0145* NAVD 88     -         9.596  (meters)      31.48   (feet)  ADJUSTED  
 AH0145  ___________________________________________________________________
 AH0145  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AH0145  DYNAMIC HT  -           9.581 (meters)      31.43  (feet)  COMP
 AH0145  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 AH0145
 AH0145  VERT ORDER  -  FIRST     CLASS I
 AH0145
 AH0145.The horizontal coordinates were scaled from a topographic map and have
 AH0145.an estimated accuracy of +/- 6 seconds.
 AH0145
 AH0145.The orthometric height was determined by differential leveling
 AH0145.and adjusted by the National Geodetic Survey in December 1997..
 AH0145.WARNING-Repeat measurements at this control monument indicate possible
 AH0145.vertical movement.
 AH0145
 AH0145.The geoid height was determined by GEOID03.
 AH0145
 AH0145.The dynamic height is computed by dividing the NAVD 88
 AH0145.geopotential number by the normal gravity value computed on the
 AH0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0145.degrees latitude (g = 980.6199 gals.).
 AH0145
 AH0145.The modeled gravity was interpolated from observed gravity values.
 AH0145
 AH0145;                    North         East    Units  Estimated Accuracy
 AH0145;SPC TX S     - 5,251,330.      417,670.      MT  (+/- 180 meters Scaled)
 AH0145
 AH0145                          SUPERSEDED SURVEY CONTROL
 AH0145
 AH0145  NAVD 88 (06/15/91)    9.611  (m)           31.53   (f) UNKNOWN     1 1
 AH0145  NGVD 29 (??/??/92)    9.780  (m)           32.09   (f) ADJ UNCH    1 1
 AH0145
 AH0145.Superseded values are not recommended for survey control.
 AH0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0145.See file dsdata.txt to determine how the superseded data were derived.
 AH0145
 AH0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR668906(NAD 83)
 AH0145_MARKER: DB = BENCH MARK DISK
 AH0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0145_STAMPING: N 317 1935
 AH0145_MARK LOGO: CGS   
 AH0145_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0145+STABILITY: SURFACE MOTION
 AH0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0145+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0145
 AH0145  HISTORY     - Date     Condition        Report By
 AH0145  HISTORY     - 1935     MONUMENTED       CGS
 AH0145  HISTORY     - 1959     GOOD             NGS
 AH0145  HISTORY     - 1978     GOOD             NGS
 AH0145  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0145  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0145  HISTORY     - 19950610 GOOD             USPSQD
 AH0145  HISTORY     - 19970203 GOOD             NGS
 AH0145
 AH0145                          STATION DESCRIPTION
 AH0145
 AH0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0145'1.0 MI NW FROM GREGORY.
 AH0145'ABOUT 1.0 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AH0145'THE STATION AT GREGORY, AT A DIRT ROAD CROSSING, 23 FEET NORTHEAST OF
 AH0145'THE NORTHEAST RAIL, 91 FEET SOUTHWEST OF THE CENTER LINE OF U. S.
 AH0145'HIGHWAY 181, 61 FEET EAST OF THE CENTER OF THE CROSSING, 25 FEET
 AH0145'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL WOODEN TRESTLE, 0.8 FEET
 AH0145'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT
 AH0145'2 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE
 AH0145'POST PROJECTING 1 INCH.
 AH0145
 AH0145                          STATION RECOVERY (1978)
 AH0145
 AH0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0145'RECOVERED IN GOOD CONDITION.
 AH0145
 AH0145                          STATION RECOVERY (1989)
 AH0145
 AH0145'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0145'MARK NOT FOUND.
 AH0145
 AH0145                          STATION RECOVERY (1989)
 AH0145
 AH0145'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0145'MARK NOT FOUND.
 AH0145
 AH0145                          STATION RECOVERY (1995)
 AH0145
 AH0145'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0145'RECOVERED IN GOOD CONDITION.
 AH0145
 AH0145                          STATION RECOVERY (1997)
 AH0145
 AH0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0145'1.6 KM (1.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 361 AND U.S.
 AH0145'HIGHWAY 181 FROM THE POST OFFICE IN GREGORY, 27.2 M (89.2 FT)
 AH0145'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 AH0145'15.9 M (52.2 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 2986,
 AH0145'7.6 M (24.9 FT) SOUTHWEST OF A UTILITY POLE, 7.0 M (23.0 FT) NORTHEAST
 AH0145'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 2.8 M (9.2 FT) EAST
 AH0145'OF THE EAST CORNER OF A SIGNAL CONTROL BOX, 0.5 M (1.6 FT) SOUTHEAST
 AH0145'OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AH0145'THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0509 ***********************************************************************
 BZ0509  DESIGNATION -  N 319
 BZ0509  PID         -  BZ0509
 BZ0509  STATE/COUNTY-  TX/ROBERTSON
 BZ0509  USGS QUAD   -  BREMOND (1978)
 BZ0509
 BZ0509                         *CURRENT SURVEY CONTROL
 BZ0509  ___________________________________________________________________
 BZ0509* NAD 83(1986)-  31 09 47.     (N)    096 40 42.     (W)     SCALED    
 BZ0509* NAVD 88     -       137.58   (+/-2cm)     451.4    (feet)  VERTCON   
 BZ0509  ___________________________________________________________________
 BZ0509  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BZ0509
 BZ0509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0509
 BZ0509.The horizontal coordinates were scaled from a topographic map and have
 BZ0509.an estimated accuracy of +/- 6 seconds.
 BZ0509
 BZ0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0509.The vertical order pertains to the NGVD 29 superseded value.
 BZ0509
 BZ0509.The geoid height was determined by GEOID03.
 BZ0509
 BZ0509;                    North         East    Units  Estimated Accuracy
 BZ0509;SPC TX C     - 3,171,610.    1,048,370.      MT  (+/- 180 meters Scaled)
 BZ0509
 BZ0509                          SUPERSEDED SURVEY CONTROL
 BZ0509
 BZ0509  NGVD 29 (??/??/92)  137.534  (m)          451.23   (f) ADJ UNCH    2 0
 BZ0509
 BZ0509.Superseded values are not recommended for survey control.
 BZ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0509.See file dsdata.txt to determine how the superseded data were derived.
 BZ0509
 BZ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV212499(NAD 83)
 BZ0509_MARKER: DB = BENCH MARK DISK
 BZ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0509_STAMPING: N 319 1935
 BZ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0509+STABILITY: SURFACE MOTION
 BZ0509
 BZ0509  HISTORY     - Date     Condition        Report By
 BZ0509  HISTORY     - 1935     MONUMENTED       CGS
 BZ0509  HISTORY     - 1935     GOOD             NGS
 BZ0509
 BZ0509                          STATION DESCRIPTION
 BZ0509
 BZ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BZ0509'0.3 MI S FROM BREMOND.
 BZ0509'0.3 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0509'STATION AT BREMOND, ROBERTSON COUNTY, AND 95 FEET WEST OF THE
 BZ0509'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED N 319 1935 AND
 BZ0509'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0530 ***********************************************************************
 BZ0530  DESIGNATION -  N 320
 BZ0530  PID         -  BZ0530
 BZ0530  STATE/COUNTY-  TX/FALLS
 BZ0530  USGS QUAD   -  BREMOND (1978)
 BZ0530
 BZ0530                         *CURRENT SURVEY CONTROL
 BZ0530  ___________________________________________________________________
 BZ0530* NAD 83(1986)-  31 11 36.     (N)    096 39 18.     (W)     SCALED    
 BZ0530* NAVD 88     -       148.83   (+/-2cm)     488.3    (feet)  VERTCON   
 BZ0530  ___________________________________________________________________
 BZ0530  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BZ0530
 BZ0530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0530
 BZ0530.The horizontal coordinates were scaled from a topographic map and have
 BZ0530.an estimated accuracy of +/- 6 seconds.
 BZ0530
 BZ0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0530.The vertical order pertains to the NGVD 29 superseded value.
 BZ0530
 BZ0530.The geoid height was determined by GEOID03.
 BZ0530
 BZ0530;                    North         East    Units  Estimated Accuracy
 BZ0530;SPC TX C     - 3,175,030.    1,050,480.      MT  (+/- 180 meters Scaled)
 BZ0530
 BZ0530                          SUPERSEDED SURVEY CONTROL
 BZ0530
 BZ0530  NGVD 29 (??/??/92)  148.79   (m)          488.2    (f) COMPUTED    2 0
 BZ0530
 BZ0530.Superseded values are not recommended for survey control.
 BZ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0530.See file dsdata.txt to determine how the superseded data were derived.
 BZ0530
 BZ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV234533(NAD 83)
 BZ0530_MARKER: DB = BENCH MARK DISK
 BZ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0530_STAMPING: N 320 1935
 BZ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0530+STABILITY: SURFACE MOTION
 BZ0530
 BZ0530  HISTORY     - Date     Condition        Report By
 BZ0530  HISTORY     - 1935     MONUMENTED       CGS
 BZ0530
 BZ0530                          STATION DESCRIPTION
 BZ0530
 BZ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0530'2.3 MI N FROM BREMOND.
 BZ0530'2.3 MI N OF AND ALONG THE SOUTHERN PACIFIC R R AT MILEPOST 145.  43
 BZ0530'FEET W OF CENTER OF TRACK.  2 FEET E OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0704 ***********************************************************************
 BZ0704  DESIGNATION -  N 321
 BZ0704  PID         -  BZ0704
 BZ0704  STATE/COUNTY-  TX/MCLENNAN
 BZ0704  USGS QUAD   -  WEST (1979)
 BZ0704
 BZ0704                         *CURRENT SURVEY CONTROL
 BZ0704  ___________________________________________________________________
 BZ0704* NAD 83(1986)-  31 46 32.     (N)    097 06 01.     (W)     SCALED    
 BZ0704* NAVD 88     -       186.379  (meters)     611.48   (feet)  ADJUSTED  
 BZ0704  ___________________________________________________________________
 BZ0704  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BZ0704  DYNAMIC HT  -         186.147 (meters)     610.72  (feet)  COMP
 BZ0704  MODELED GRAV-     979,388.0   (mgal)                       NAVD 88
 BZ0704
 BZ0704  VERT ORDER  -  FIRST     CLASS II
 BZ0704
 BZ0704.The horizontal coordinates were scaled from a topographic map and have
 BZ0704.an estimated accuracy of +/- 6 seconds.
 BZ0704
 BZ0704.The orthometric height was determined by differential leveling
 BZ0704.and adjusted by the National Geodetic Survey in June 1991..
 BZ0704
 BZ0704.The geoid height was determined by GEOID03.
 BZ0704
 BZ0704.The dynamic height is computed by dividing the NAVD 88
 BZ0704.geopotential number by the normal gravity value computed on the
 BZ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0704.degrees latitude (g = 980.6199 gals.).
 BZ0704
 BZ0704.The modeled gravity was interpolated from observed gravity values.
 BZ0704
 BZ0704;                    North         East    Units  Estimated Accuracy
 BZ0704;SPC TX C     - 3,238,240.    1,006,190.      MT  (+/- 180 meters Scaled)
 BZ0704
 BZ0704                          SUPERSEDED SURVEY CONTROL
 BZ0704
 BZ0704  NGVD 29 (??/??/92)  186.295  (m)          611.20   (f) ADJ UNCH    1 2
 BZ0704
 BZ0704.Superseded values are not recommended for survey control.
 BZ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0704.See file dsdata.txt to determine how the superseded data were derived.
 BZ0704
 BZ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA798171(NAD 83)
 BZ0704_MARKER: DB = BENCH MARK DISK
 BZ0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0704_STAMPING: N 321 1935
 BZ0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0704+STABILITY: SURFACE MOTION
 BZ0704
 BZ0704  HISTORY     - Date     Condition        Report By
 BZ0704  HISTORY     - 1935     MONUMENTED       CGS
 BZ0704  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0704  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0704  HISTORY     - 20040110 MARK NOT FOUND   USPSQD
 BZ0704
 BZ0704                          STATION DESCRIPTION
 BZ0704
 BZ0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0704'1.8 MI S FROM WEST.
 BZ0704'1.8 MILES SOUTH OF AND ALONG THE M.K.T.R.R. AT A PRIVATE ROAD
 BZ0704'CROSSING.  ABOUT 500 YARDS SOUTH OF MILE POLE 829.  30 FEET NORTH OF
 BZ0704'CENTER OF A CROSS ROAD.  45 FEET WEST OF CENTER OF THE TRACK.
 BZ0704
 BZ0704                          STATION RECOVERY (1995)
 BZ0704
 BZ0704'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0704'MARK NOT FOUND.
 BZ0704
 BZ0704                          STATION RECOVERY (2001)
 BZ0704
 BZ0704'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ0704'MARK NOT FOUND.
 BZ0704
 BZ0704                          STATION RECOVERY (2004)
 BZ0704
 BZ0704'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0062 ***********************************************************************
 BN0062  DESIGNATION -  N 322
 BN0062  PID         -  BN0062
 BN0062  STATE/COUNTY-  TX/BURNET
 BN0062  USGS QUAD   -  MARBLE FALLS (1967)
 BN0062
 BN0062                         *CURRENT SURVEY CONTROL
 BN0062  ___________________________________________________________________
 BN0062* NAD 83(1986)-  30 35 41.     (N)    098 18 02.     (W)     SCALED    
 BN0062* NAVD 88     -       259.388  (meters)     851.01   (feet)  ADJUSTED  
 BN0062  ___________________________________________________________________
 BN0062  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 BN0062  DYNAMIC HT  -         259.042 (meters)     849.87  (feet)  COMP
 BN0062  MODELED GRAV-     979,299.5   (mgal)                       NAVD 88
 BN0062
 BN0062  VERT ORDER  -  SECOND    CLASS 0
 BN0062
 BN0062.The horizontal coordinates were scaled from a topographic map and have
 BN0062.an estimated accuracy of +/- 6 seconds.
 BN0062
 BN0062.The orthometric height was determined by differential leveling
 BN0062.and adjusted by the National Geodetic Survey in June 1991..
 BN0062
 BN0062.The geoid height was determined by GEOID03.
 BN0062
 BN0062.The dynamic height is computed by dividing the NAVD 88
 BN0062.geopotential number by the normal gravity value computed on the
 BN0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0062.degrees latitude (g = 980.6199 gals.).
 BN0062
 BN0062.The modeled gravity was interpolated from observed gravity values.
 BN0062
 BN0062;                    North         East    Units  Estimated Accuracy
 BN0062;SPC TX C     - 3,104,660.      894,930.      MT  (+/- 180 meters Scaled)
 BN0062
 BN0062                          SUPERSEDED SURVEY CONTROL
 BN0062
 BN0062  NGVD 29 (??/??/92)  259.329  (m)          850.82   (f) ADJ UNCH    2 0
 BN0062
 BN0062.Superseded values are not recommended for survey control.
 BN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0062.See file dsdata.txt to determine how the superseded data were derived.
 BN0062
 BN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU670848(NAD 83)
 BN0062_MARKER: DB = BENCH MARK DISK
 BN0062_SETTING: 66 = SET IN ROCK OUTCROP
 BN0062_SP_SET: ROCK OUTCROP
 BN0062_STAMPING: N 322 1935
 BN0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0062+STABILITY: POSITION/ELEVATION WELL
 BN0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0062+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 BN0062
 BN0062  HISTORY     - Date     Condition        Report By
 BN0062  HISTORY     - 1935     MONUMENTED       CGS
 BN0062  HISTORY     - 1966     GOOD             USGS
 BN0062  HISTORY     - 20020223 GOOD             USPSQD
 BN0062  HISTORY     - 20050416 GOOD             USPSQD
 BN0062
 BN0062                          STATION DESCRIPTION
 BN0062
 BN0062'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 BN0062'2.2 MI N FROM BURNET.
 BN0062'MARBLE FALLS POST OFFICE.  0.4 MI. NE ON AVE. I TO P. M. ROAD 1431.
 BN0062'THENCE NW ON F. M. ROAD 1431 FOR 1.7 MI. TO RAILROAD CROSSING. THENCE
 BN0062'0.1 MI. NORTH ALONG RAILROAD TO WOODEN R. R. BRIDGE.  108 FT. NW OF
 BN0062'CENTER OF BRIDGE, 96 FT. NE OF CENTER OF TRACK, ON HIGHEST PART OF
 BN0062'GRANITE OUTCROP.  A STANDARD DISK STAMPED N 322 1935.
 BN0062
 BN0062                          STATION RECOVERY (2002)
 BN0062
 BN0062'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 BN0062'RECOVERED IN GOOD CONDITION.
 BN0062
 BN0062                          STATION RECOVERY (2005)
 BN0062
 BN0062'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BN0062'THE 108 FT. MEASUREMENT OF THE ORIGINAL DESCRIPTION IS CONTINUING
 BN0062'ALONG THE TRACKS TO A POINT WHERE THE 96 FT. MEASUREMENT CAN BE MADE
 BN0062'PERPENDICULAR TO THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0185 ***********************************************************************
 AY0185  DESIGNATION -  N 323
 AY0185  PID         -  AY0185
 AY0185  STATE/COUNTY-  TX/COMAL
 AY0185  USGS QUAD   -  SMITHSON VALLEY (1994)
 AY0185
 AY0185                         *CURRENT SURVEY CONTROL
 AY0185  ___________________________________________________________________
 AY0185* NAD 83(1986)-  29 46 51.     (N)    098 19 03.     (W)     SCALED    
 AY0185* NAVD 88     -       368.481  (meters)    1208.92   (feet)  ADJUSTED  
 AY0185  ___________________________________________________________________
 AY0185  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY0185  DYNAMIC HT  -         367.948 (meters)    1207.18  (feet)  COMP
 AY0185  MODELED GRAV-     979,186.7   (mgal)                       NAVD 88
 AY0185
 AY0185  VERT ORDER  -  SECOND    CLASS 0
 AY0185
 AY0185.The horizontal coordinates were scaled from a topographic map and have
 AY0185.an estimated accuracy of +/- 6 seconds.
 AY0185
 AY0185.The orthometric height was determined by differential leveling
 AY0185.and adjusted by the National Geodetic Survey in June 1991..
 AY0185
 AY0185.The geoid height was determined by GEOID03.
 AY0185
 AY0185.The dynamic height is computed by dividing the NAVD 88
 AY0185.geopotential number by the normal gravity value computed on the
 AY0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0185.degrees latitude (g = 980.6199 gals.).
 AY0185
 AY0185.The modeled gravity was interpolated from observed gravity values.
 AY0185
 AY0185;                    North         East    Units  Estimated Accuracy
 AY0185;SPC TXSC     - 4,216,030.      665,990.      MT  (+/- 180 meters Scaled)
 AY0185
 AY0185                          SUPERSEDED SURVEY CONTROL
 AY0185
 AY0185  NGVD 29 (??/??/92)  368.371  (m)         1208.56   (f) ADJ UNCH    2 0
 AY0185
 AY0185.Superseded values are not recommended for survey control.
 AY0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0185.See file dsdata.txt to determine how the superseded data were derived.
 AY0185
 AY0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT659946(NAD 83)
 AY0185_MARKER: DB = BENCH MARK DISK
 AY0185_SETTING: 66 = SET IN ROCK OUTCROP
 AY0185_SP_SET: ROCK
 AY0185_STAMPING: N 323 1935
 AY0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0185+STABILITY: POSITION/ELEVATION WELL
 AY0185
 AY0185  HISTORY     - Date     Condition        Report By
 AY0185  HISTORY     - 1935     MONUMENTED       CGS
 AY0185  HISTORY     - 1953     GOOD             NGS
 AY0185  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0185  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0185  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0185
 AY0185                          STATION DESCRIPTION
 AY0185
 AY0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0185'9.45 MI SE FROM SPRING BRANCH.
 AY0185'8.2 MILES SOUTHEAST ALONG AN OILED ROAD FROM THE POST OFFICE AT SPRING
 AY0185'BRANCH, THENCE 1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 46, 103 FEET
 AY0185'NORTH OF THE CENTER OF A WOODEN GATE, 120 FEET NORTHEAST OF THE CENTER
 AY0185'LINE OF THE HIGHWAY, 126 FEET NORTHWEST OF THE CENTER LINE OF A
 AY0185'PRIVATE ROAD LEADING NORTHEAST, 70 FEET NORTHEAST OF A FENCE, 47.4
 AY0185'FEET SOUTH OF AN EAST AND WEST FENCE, 70 FEET NORTHEAST OF A WITNESS
 AY0185'POST, 3 FEET WEST OF A SMALL ROCK CAIRN, FLUSH WITH THE GROUND, SET IN
 AY0185'THE TOP OF A LARGE FLAT ROCK.
 AY0185
 AY0185                          STATION RECOVERY (1988)
 AY0185
 AY0185'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0185'MARK NOT FOUND.
 AY0185
 AY0185                          STATION RECOVERY (1989)
 AY0185
 AY0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0185'MARK NOT FOUND.
 AY0185
 AY0185                          STATION RECOVERY (1999)
 AY0185
 AY0185'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0157 ***********************************************************************
 AO0157  DESIGNATION -  N 324
 AO0157  PID         -  AO0157
 AO0157  STATE/COUNTY-  TX/ATASCOSA
 AO0157  USGS QUAD   -  JOURDANTON (1968)
 AO0157
 AO0157                         *CURRENT SURVEY CONTROL
 AO0157  ___________________________________________________________________
 AO0157* NAD 83(1986)-  28 54 25.     (N)    098 36 56.     (W)     SCALED    
 AO0157* NAVD 88     -       152.447  (meters)     500.15   (feet)  ADJUSTED  
 AO0157  ___________________________________________________________________
 AO0157  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AO0157  DYNAMIC HT  -         152.226 (meters)     499.43  (feet)  COMP
 AO0157  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 AO0157
 AO0157  VERT ORDER  -  SECOND    CLASS 0
 AO0157
 AO0157.The horizontal coordinates were scaled from a topographic map and have
 AO0157.an estimated accuracy of +/- 6 seconds.
 AO0157
 AO0157.The orthometric height was determined by differential leveling
 AO0157.and adjusted by the National Geodetic Survey in June 1991..
 AO0157
 AO0157.The geoid height was determined by GEOID03.
 AO0157
 AO0157.The dynamic height is computed by dividing the NAVD 88
 AO0157.geopotential number by the normal gravity value computed on the
 AO0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0157.degrees latitude (g = 980.6199 gals.).
 AO0157
 AO0157.The modeled gravity was interpolated from observed gravity values.
 AO0157
 AO0157;                    North         East    Units  Estimated Accuracy
 AO0157;SPC TXSC     - 4,119,050.      637,490.      MT  (+/- 180 meters Scaled)
 AO0157
 AO0157                          SUPERSEDED SURVEY CONTROL
 AO0157
 AO0157  NGVD 29 (??/??/92)  152.386  (m)          499.95   (f) ADJ UNCH    2 0
 AO0157
 AO0157.Superseded values are not recommended for survey control.
 AO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0157.See file dsdata.txt to determine how the superseded data were derived.
 AO0157
 AO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS374977(NAD 83)
 AO0157_MARKER: DB = BENCH MARK DISK
 AO0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0157_STAMPING: N 324 1935
 AO0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0157+STABILITY: SURFACE MOTION
 AO0157
 AO0157  HISTORY     - Date     Condition        Report By
 AO0157  HISTORY     - 1935     MONUMENTED       CGS
 AO0157  HISTORY     - 1968     GOOD             USGS
 AO0157  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AO0157  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AO0157
 AO0157                          STATION DESCRIPTION
 AO0157
 AO0157'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0157'4.2 MI S FROM JOURDANTON JUNCTION.
 AO0157'JOURDANTON, JUNCTION OF STATE HIGHWAYS 16 AND 97, 4.35 MILES WEST
 AO0157'ALONG STATE HIGHWAY 97, 63 FEET NW OF THE CENTERLINE OF THE HIGHWAY
 AO0157'AND ABOUT 300 FEET EAST OF AN OLD FARM HOUSE.  A STANDARD BRONZE DISK,
 AO0157'STAMPED N 324 1935, SET IN A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 AO0157'THE GROUND.
 AO0157
 AO0157                          STATION RECOVERY (1997)
 AO0157
 AO0157'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0157'MARK NOT FOUND.
 AO0157
 AO0157                          STATION RECOVERY (2005)
 AO0157
 AO0157'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AO0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0299 ***********************************************************************
 BM0299  DESIGNATION -  N 325
 BM0299  PID         -  BM0299
 BM0299  STATE/COUNTY-  TX/MILAM
 BM0299  USGS QUAD   -  CAMERON (1989)
 BM0299
 BM0299                         *CURRENT SURVEY CONTROL
 BM0299  ___________________________________________________________________
 BM0299* NAD 83(1986)-  30 47 00.     (N)    096 58 52.     (W)     SCALED    
 BM0299* NAVD 88     -       115.81   (+/-2cm)     380.0    (feet)  VERTCON   
 BM0299  ___________________________________________________________________
 BM0299  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0299
 BM0299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0299
 BM0299.The horizontal coordinates were scaled from a topographic map and have
 BM0299.an estimated accuracy of +/- 6 seconds.
 BM0299
 BM0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0299.The vertical order pertains to the NGVD 29 superseded value.
 BM0299
 BM0299.The geoid height was determined by GEOID03.
 BM0299
 BM0299;                    North         East    Units  Estimated Accuracy
 BM0299;SPC TX C     - 3,128,620.    1,020,790.      MT  (+/- 180 meters Scaled)
 BM0299
 BM0299                          SUPERSEDED SURVEY CONTROL
 BM0299
 BM0299  NGVD 29 (??/??/92)  115.751  (m)          379.76   (f) ADJ UNCH    2 0
 BM0299
 BM0299.Superseded values are not recommended for survey control.
 BM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0299.See file dsdata.txt to determine how the superseded data were derived.
 BM0299
 BM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV931073(NAD 83)
 BM0299_MARKER: DB = BENCH MARK DISK
 BM0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0299_STAMPING: N 325 1935
 BM0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0299+STABILITY: SURFACE MOTION
 BM0299
 BM0299  HISTORY     - Date     Condition        Report By
 BM0299  HISTORY     - 1935     MONUMENTED       CGS
 BM0299  HISTORY     - 1961     GOOD             USGS
 BM0299  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 BM0299
 BM0299                          STATION DESCRIPTION
 BM0299
 BM0299'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BM0299'1.7 MI NE FROM MINERVA.
 BM0299'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 BM0299'MINERVA, THENCE 0.3 MILE NORTHWEST ALONG A DRIVE TO A FARM HOUSE, AT
 BM0299'FORMER CROSSING, 41 FEET EAST OF THE DISMANTLED RAILROAD, AND 11 FEET
 BM0299'WEST OF THE ROAD.  A STANDARD DISK, STAMPED N 325 1935 AND SET IN THE
 BM0299'TOP OF A CONCRETE POST.
 BM0299
 BM0299                          STATION RECOVERY (1991)
 BM0299
 BM0299'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0236 ***********************************************************************
 BM0236  DESIGNATION -  N 326
 BM0236  PID         -  BM0236
 BM0236  STATE/COUNTY-  TX/WASHINGTON
 BM0236  USGS QUAD   -  LEDBETTER (1988)
 BM0236
 BM0236                         *CURRENT SURVEY CONTROL
 BM0236  ___________________________________________________________________
 BM0236* NAD 83(1986)-  30 08 30.     (N)    096 46 06.     (W)     SCALED    
 BM0236* NAVD 88     -       134.00   (+/-2cm)     439.6    (feet)  VERTCON   
 BM0236  ___________________________________________________________________
 BM0236  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BM0236
 BM0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0236
 BM0236.The horizontal coordinates were scaled from a topographic map and have
 BM0236.an estimated accuracy of +/- 6 seconds.
 BM0236
 BM0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0236.The vertical order pertains to the NGVD 29 superseded value.
 BM0236
 BM0236.The geoid height was determined by GEOID03.
 BM0236
 BM0236;                    North         East    Units  Estimated Accuracy
 BM0236;SPC TX C     - 3,058,160.    1,043,420.      MT  (+/- 180 meters Scaled)
 BM0236
 BM0236                          SUPERSEDED SURVEY CONTROL
 BM0236
 BM0236  NGVD 29 (??/??/92)  133.946  (m)          439.45   (f) ADJ UNCH    2 0
 BM0236
 BM0236.Superseded values are not recommended for survey control.
 BM0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0236.See file dsdata.txt to determine how the superseded data were derived.
 BM0236
 BM0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU149365(NAD 83)
 BM0236_MARKER: DB = BENCH MARK DISK
 BM0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0236_STAMPING: N 326 1935
 BM0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0236+STABILITY: SURFACE MOTION
 BM0236
 BM0236  HISTORY     - Date     Condition        Report By
 BM0236  HISTORY     - 1935     MONUMENTED       CGS
 BM0236  HISTORY     - 1951     MARK NOT FOUND   NGS
 BM0236  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0236
 BM0236                          STATION DESCRIPTION
 BM0236
 BM0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BM0236'1.5 MI E FROM LEDBETTER.
 BM0236'IN WASHINGTON COUNTY, 1.5 MILES EAST ALONG THE SOUTHERN PACIFIC
 BM0236'RAILROAD FROM THE STATION AT LEDBETTER, FAYETTE COUNTY, 55 YARDS WEST
 BM0236'OF MILEPOST 45, 22 FEET SOUTHEAST OF A COUNTY-LINE MARKER, 32 FEET
 BM0236'NORTH OF THE CENTERLINE OF STATE HIGHWAY 20, AND 47 FEET SOUTH OF THE
 BM0236'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 326 1935 AND SET
 BM0236'IN THE TOP OF A CONCRETE POST.
 BM0236
 BM0236                          STATION RECOVERY (1999)
 BM0236
 BM0236'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0750 ***********************************************************************
 BZ0750  DESIGNATION -  N 327
 BZ0750  PID         -  BZ0750
 BZ0750  STATE/COUNTY-  TX/MCLENNAN
 BZ0750  USGS QUAD   -  WACO EAST (1975)
 BZ0750
 BZ0750                         *CURRENT SURVEY CONTROL
 BZ0750  ___________________________________________________________________
 BZ0750* NAD 83(1986)-  31 31 36.     (N)    097 05 31.     (W)     SCALED    
 BZ0750* NAVD 88     -       122.55   (+/-2cm)     402.1    (feet)  VERTCON   
 BZ0750  ___________________________________________________________________
 BZ0750  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BZ0750
 BZ0750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0750
 BZ0750.The horizontal coordinates were scaled from a topographic map and have
 BZ0750.an estimated accuracy of +/- 6 seconds.
 BZ0750
 BZ0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0750.The vertical order pertains to the NGVD 29 superseded value.
 BZ0750
 BZ0750.The geoid height was determined by GEOID03.
 BZ0750
 BZ0750;                    North         East    Units  Estimated Accuracy
 BZ0750;SPC TX C     - 3,210,680.    1,007,790.      MT  (+/- 180 meters Scaled)
 BZ0750
 BZ0750                          SUPERSEDED SURVEY CONTROL
 BZ0750
 BZ0750  NGVD 29 (??/??/92)  122.494  (m)          401.88   (f) ADJ UNCH    2 0
 BZ0750
 BZ0750.Superseded values are not recommended for survey control.
 BZ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0750.See file dsdata.txt to determine how the superseded data were derived.
 BZ0750
 BZ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV811895(NAD 83)
 BZ0750_MARKER: DB = BENCH MARK DISK
 BZ0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0750_STAMPING: N 327 1935
 BZ0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0750+STABILITY: SURFACE MOTION
 BZ0750
 BZ0750  HISTORY     - Date     Condition        Report By
 BZ0750  HISTORY     - 1935     MONUMENTED       CGS
 BZ0750  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0750  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0750  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0750
 BZ0750                          STATION DESCRIPTION
 BZ0750
 BZ0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0750'2.8 MI S FROM WACO.
 BZ0750'2.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BZ0750'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT WACO, 410 YARDS SOUTH OF
 BZ0750'MILEPOST 168, OPPOSITE A SMALL COTTAGE, 31 FEET NORTHEAST OF THE
 BZ0750'CENTER OF THE CROSSING OF U.S. HIGHWAY 77, AND 46 FEET EAST OF THE
 BZ0750'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 327 1935 AND SET
 BZ0750'IN THE TOP OF A CONCRETE POST.
 BZ0750
 BZ0750                          STATION RECOVERY (1980)
 BZ0750
 BZ0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0750'SEARCHED BUT NOT RECOVERED. THE RAILROAD BED HAS BEEN REMOVED.
 BZ0750
 BZ0750                          STATION RECOVERY (1995)
 BZ0750
 BZ0750'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0750'MARK NOT FOUND.
 BZ0750
 BZ0750                          STATION RECOVERY (2001)
 BZ0750
 BZ0750'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0735 ***********************************************************************
 BM0735  DESIGNATION -  N 328
 BM0735  PID         -  BM0735
 BM0735  STATE/COUNTY-  TX/WILLIAMSON
 BM0735  USGS QUAD   -  WEIR (1982)
 BM0735
 BM0735                         *CURRENT SURVEY CONTROL
 BM0735  ___________________________________________________________________
 BM0735* NAD 83(1986)-  30 40 26.     (N)    097 35 12.     (W)     SCALED    
 BM0735* NAVD 88     -       209.001  (meters)     685.70   (feet)  ADJUSTED  
 BM0735  ___________________________________________________________________
 BM0735  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BM0735  DYNAMIC HT  -         208.721 (meters)     684.78  (feet)  COMP
 BM0735  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 BM0735
 BM0735  VERT ORDER  -  FIRST     CLASS II
 BM0735
 BM0735.The horizontal coordinates were scaled from a topographic map and have
 BM0735.an estimated accuracy of +/- 6 seconds.
 BM0735
 BM0735.The orthometric height was determined by differential leveling
 BM0735.and adjusted by the National Geodetic Survey in June 1991..
 BM0735
 BM0735.The geoid height was determined by GEOID03.
 BM0735
 BM0735.The dynamic height is computed by dividing the NAVD 88
 BM0735.geopotential number by the normal gravity value computed on the
 BM0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0735.degrees latitude (g = 980.6199 gals.).
 BM0735
 BM0735.The modeled gravity was interpolated from observed gravity values.
 BM0735
 BM0735;                    North         East    Units  Estimated Accuracy
 BM0735;SPC TX C     - 3,114,910.      963,150.      MT  (+/- 180 meters Scaled)
 BM0735
 BM0735                          SUPERSEDED SURVEY CONTROL
 BM0735
 BM0735  NGVD 29 (??/??/92)  208.923  (m)          685.44   (f) ADJ UNCH    1 2
 BM0735
 BM0735.Superseded values are not recommended for survey control.
 BM0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0735.See file dsdata.txt to determine how the superseded data were derived.
 BM0735
 BM0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU353943(NAD 83)
 BM0735_MARKER: DB = BENCH MARK DISK
 BM0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0735_STAMPING: N 328 1935
 BM0735_MARK LOGO: CGS   
 BM0735_PROJECTION: PROJECTING 3 CENTIMETERS
 BM0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0735+STABILITY: SURFACE MOTION
 BM0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0735+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0735
 BM0735  HISTORY     - Date     Condition        Report By
 BM0735  HISTORY     - 1935     MONUMENTED       CGS
 BM0735  HISTORY     - 1954     GOOD             NGS
 BM0735  HISTORY     - 1980     GOOD             NGS
 BM0735  HISTORY     - 1980     GOOD             USGS
 BM0735  HISTORY     - 1990     POOR             USPSQD
 BM0735  HISTORY     - 19991231 GOOD             USPSQD
 BM0735  HISTORY     - 20020314 GOOD             TXDOT
 BM0735  HISTORY     - 20030426 GOOD             USPSQD
 BM0735  HISTORY     - 20050724 GOOD             USPSQD
 BM0735
 BM0735                          STATION DESCRIPTION
 BM0735
 BM0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0735'IN WEIR.
 BM0735'AT WEIR, 80 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MISSOURI,
 BM0735'KANSAS AND TEXAS RAILROAD OF TEXAS STATION, 35.5 FEET SOUTH OF THE
 BM0735'SOUTH RAIL OF THE MAIN TRACK, 72 FEET SOUTHWEST OF THE CENTER OF AN
 BM0735'OILED ROAD CROSSING, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 BM0735'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BM0735
 BM0735                          STATION RECOVERY (1980)
 BM0735
 BM0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0735'IN WEIR, 24.4 METERS (80.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 BM0735'THE CONCRETE FOUNDATION OF THE OLD MISSOURI KANSAS AND TEXAS RAILROAD
 BM0735'STATION, 41.2 METERS (135 FT) SOUTH OF THE CENTERLINE OF FARM ROAD
 BM0735'971, 18.1 METERS (59.0 FT) NORTHEAST AND ACROSS A ROAD FROM THE
 BM0735'NORTHEAST CORNER OF A GARAGE AND CARPORT, 18.6 METERS (61.0 FT) WEST
 BM0735'OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 5.8 METERS (19.0 FT) NORTH OF
 BM0735'THE CENTERLINE OF AN EAST-WEST ROAD, 10.8 METERS (35.5 FT) SOUTH OF
 BM0735'THE SOUTH RAIL OF THE MAIN TRACKS.
 BM0735'THE MARK IS 0.3 M BELOW THE TRACKS.
 BM0735
 BM0735                          STATION RECOVERY (1980)
 BM0735
 BM0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BM0735'AT WEIR, 72 FEET SOUTHWEST OF THE JUNCTION OF THE MISSOURI, KANSAS
 BM0735'AND TEXAS RAILROAD AND A PAVED ROAD SOUTH, ABOUT 136 FEET SOUTHWEST
 BM0735'OF THE JUNCTION OF HIGHWAYS 971 AND 1105, 35.5 FEET SOUTH OF THE
 BM0735'SOUTH RAIL OF THE MAIN TRACK, IN CONCRETE POST FLUSH WITH THE GROUND,
 BM0735'A STANDARD TABLET STAMPED "N 328 1935". STAMPED "N 328 1935".
 BM0735
 BM0735                          STATION RECOVERY (1990)
 BM0735
 BM0735'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0735'MARK RECOVERED IN POOR CONDITION.
 BM0735
 BM0735                          STATION RECOVERY (1999)
 BM0735
 BM0735'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0735'RECOVERED IN GOOD CONDITION.
 BM0735
 BM0735                          STATION RECOVERY (2002)
 BM0735
 BM0735'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (WEH)
 BM0735'STAMPING IS SLIGHTLY DEFACED, DATUM POINT IS GOOD, NO REMAINS OF
 BM0735'RAILROAD STATION WERE FOUND.
 BM0735
 BM0735                          STATION RECOVERY (2003)
 BM0735
 BM0735'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0735'RECOVERED IN GOOD CONDITION.
 BM0735
 BM0735                          STATION RECOVERY (2005)
 BM0735
 BM0735'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0024 ***********************************************************************
 AY0024  DESIGNATION -  N 329
 AY0024  PID         -  AY0024
 AY0024  STATE/COUNTY-  TX/COMAL
 AY0024  USGS QUAD   -  HUNTER (1994)
 AY0024
 AY0024                         *CURRENT SURVEY CONTROL
 AY0024  ___________________________________________________________________
 AY0024* NAD 83(1986)-  29 47 04.     (N)    098 02 55.     (W)     SCALED    
 AY0024* NAVD 88     -       213.118  (meters)     699.20   (feet)  ADJUSTED  
 AY0024  ___________________________________________________________________
 AY0024  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0024  DYNAMIC HT  -         212.815 (meters)     698.21  (feet)  COMP
 AY0024  MODELED GRAV-     979,216.5   (mgal)                       NAVD 88
 AY0024
 AY0024  VERT ORDER  -  FIRST     CLASS II
 AY0024
 AY0024.The horizontal coordinates were scaled from a topographic map and have
 AY0024.an estimated accuracy of +/- 6 seconds.
 AY0024
 AY0024.The orthometric height was determined by differential leveling
 AY0024.and adjusted by the National Geodetic Survey in June 1991..
 AY0024
 AY0024.The geoid height was determined by GEOID03.
 AY0024
 AY0024.The dynamic height is computed by dividing the NAVD 88
 AY0024.geopotential number by the normal gravity value computed on the
 AY0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0024.degrees latitude (g = 980.6199 gals.).
 AY0024
 AY0024.The modeled gravity was interpolated from observed gravity values.
 AY0024
 AY0024;                    North         East    Units  Estimated Accuracy
 AY0024;SPC TXSC     - 4,216,610.      691,980.      MT  (+/- 180 meters Scaled)
 AY0024
 AY0024                          SUPERSEDED SURVEY CONTROL
 AY0024
 AY0024  NGVD 29 (??/??/92)  213.028  (m)          698.91   (f) ADJ UNCH    1 2
 AY0024
 AY0024.Superseded values are not recommended for survey control.
 AY0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0024.See file dsdata.txt to determine how the superseded data were derived.
 AY0024
 AY0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT919952(NAD 83)
 AY0024_MARKER: DB = BENCH MARK DISK
 AY0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0024_STAMPING: N 329 1935
 AY0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0024+STABILITY: SURFACE MOTION
 AY0024
 AY0024  HISTORY     - Date     Condition        Report By
 AY0024  HISTORY     - 1935     MONUMENTED       CGS
 AY0024  HISTORY     - 1959     GOOD             DOD
 AY0024  HISTORY     - 1989     POOR             USPSQD
 AY0024  HISTORY     - 19930808 GOOD             USPSQD
 AY0024  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0024
 AY0024                          STATION DESCRIPTION
 AY0024
 AY0024'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AY0024'2.1 MI SW FROM HUNTER.
 AY0024'2.1 MILES SOUTHWEST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 AY0024'STATION AT HUNTER, COMAL COUNTY, 155 FEET NORTHEAST OF MILEPOST 219,
 AY0024'14 FEET NORTHEAST OF THE CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE,
 AY0024'46 FEET SOUTHEAST OF THE CENTERLINE THE TRACK, 3 FEET SOUTHWEST OF A
 AY0024'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 AY0024'STAMPED N 329 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AY0024'0.7 FOOT ABOVE GROUND.  NOTE-- 10 FEET NE OF CENTERLINE OF FARM ROAD
 AY0024'AND 98 FEET SE OF CENTERLINE OF RR TRACKS.
 AY0024
 AY0024                          STATION RECOVERY (1989)
 AY0024
 AY0024'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0024'MARK RECOVERED IN POOR CONDITION.
 AY0024
 AY0024                          STATION RECOVERY (1993)
 AY0024
 AY0024'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0024'RECOVERED IN GOOD CONDITION.
 AY0024
 AY0024                          STATION RECOVERY (1999)
 AY0024
 AY0024'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1318 ***********************************************************************
 AY1318  DESIGNATION -  N 33
 AY1318  PID         -  AY1318
 AY1318  STATE/COUNTY-  TX/UVALDE
 AY1318  USGS QUAD   -  KNIPPA (1971)
 AY1318
 AY1318                         *CURRENT SURVEY CONTROL
 AY1318  ___________________________________________________________________
 AY1318* NAD 83(1986)-  29 15 39.     (N)    099 43 25.     (W)     SCALED    
 AY1318* NAVD 88     -       307.702  (meters)    1009.52   (feet)  ADJUSTED  
 AY1318  ___________________________________________________________________
 AY1318  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AY1318  DYNAMIC HT  -         307.255 (meters)    1008.05  (feet)  COMP
 AY1318  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY1318
 AY1318  VERT ORDER  -  FIRST     CLASS II
 AY1318
 AY1318.The horizontal coordinates were scaled from a topographic map and have
 AY1318.an estimated accuracy of +/- 6 seconds.
 AY1318
 AY1318.The orthometric height was determined by differential leveling
 AY1318.and adjusted by the National Geodetic Survey in June 1991..
 AY1318
 AY1318.The geoid height was determined by GEOID03.
 AY1318
 AY1318.The dynamic height is computed by dividing the NAVD 88
 AY1318.geopotential number by the normal gravity value computed on the
 AY1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1318.degrees latitude (g = 980.6199 gals.).
 AY1318
 AY1318.The modeled gravity was interpolated from observed gravity values.
 AY1318
 AY1318;                    North         East    Units  Estimated Accuracy
 AY1318;SPC TXSC     - 4,158,420.      529,680.      MT  (+/- 180 meters Scaled)
 AY1318
 AY1318                          SUPERSEDED SURVEY CONTROL
 AY1318
 AY1318  NGVD 29 (??/??/92)  307.566  (m)         1009.07   (f) ADJ UNCH    1 2
 AY1318
 AY1318.Superseded values are not recommended for survey control.
 AY1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1318.See file dsdata.txt to determine how the superseded data were derived.
 AY1318
 AY1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT296371(NAD 83)
 AY1318_MARKER: DB = BENCH MARK DISK
 AY1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1318_STAMPING: N 33 1917 ELEV 1008.86 FT
 AY1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1318+STABILITY: SURFACE MOTION
 AY1318
 AY1318  HISTORY     - Date     Condition        Report By
 AY1318  HISTORY     - 1917     MONUMENTED       CGS
 AY1318  HISTORY     - 1957     GOOD             NGS
 AY1318  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1318  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 AY1318
 AY1318                          STATION DESCRIPTION
 AY1318
 AY1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1318'4.75 MI NE FROM UVALDE.
 AY1318'4.75 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1318'STATION AT UVALDE, AT THE SOUTHWEST END OF A CUT, 42 FEET SOUTHEAST OF
 AY1318'THE SOUTHEAST RAIL, 79 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 AY1318'HIGHWAY 90, 5 FEET SOUTHWEST OF THE 7TH POLE SOUTHWEST OF MILEPOST
 AY1318'296, 1.8 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AY1318'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1318
 AY1318                          STATION RECOVERY (1982)
 AY1318
 AY1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1318'MARK NOT RECOVERED, PROBABLY TAKEN OUT WHEN NEW RAILROAD BED WAS
 AY1318'BUILT.
 AY1318
 AY1318                          STATION RECOVERY (2003)
 AY1318
 AY1318'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0714 ***********************************************************************
 AN0714  DESIGNATION -  N 330
 AN0714  PID         -  AN0714
 AN0714  STATE/COUNTY-  TX/JACKSON
 AN0714  USGS QUAD   -  EDNA (1995)
 AN0714
 AN0714                         *CURRENT SURVEY CONTROL
 AN0714  ___________________________________________________________________
 AN0714* NAD 83(1986)-  28 58 42.     (N)    096 38 50.     (W)     SCALED    
 AN0714* NAVD 88     -        20.115  (meters)      65.99   (feet)  ADJUSTED  
 AN0714  ___________________________________________________________________
 AN0714  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0714  DYNAMIC HT  -          20.086 (meters)      65.90  (feet)  COMP
 AN0714  MODELED GRAV-     979,215.2   (mgal)                       NAVD 88
 AN0714
 AN0714  VERT ORDER  -  FIRST     CLASS I
 AN0714
 AN0714.The horizontal coordinates were scaled from a topographic map and have
 AN0714.an estimated accuracy of +/- 6 seconds.
 AN0714
 AN0714.The orthometric height was determined by differential leveling
 AN0714.and adjusted by the National Geodetic Survey in June 1991..
 AN0714
 AN0714.The geoid height was determined by GEOID03.
 AN0714
 AN0714.The dynamic height is computed by dividing the NAVD 88
 AN0714.geopotential number by the normal gravity value computed on the
 AN0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0714.degrees latitude (g = 980.6199 gals.).
 AN0714
 AN0714.The modeled gravity was interpolated from observed gravity values.
 AN0714
 AN0714;                    North         East    Units  Estimated Accuracy
 AN0714;SPC TXSC     - 4,129,200.      829,260.      MT  (+/- 180 meters Scaled)
 AN0714
 AN0714                          SUPERSEDED SURVEY CONTROL
 AN0714
 AN0714  NGVD 29 (12/23/87)   20.126  (m)           66.03   (f) ADJUSTED    1 1
 AN0714
 AN0714.Superseded values are not recommended for survey control.
 AN0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0714.See file dsdata.txt to determine how the superseded data were derived.
 AN0714
 AN0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT292078(NAD 83)
 AN0714_MARKER: DB = BENCH MARK DISK
 AN0714_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AN0714+WITH SETTING: PAVEMENT
 AN0714_SP_SET: WATER TOWER LEG
 AN0714_STAMPING: N 330 1935
 AN0714_MARK LOGO: CGS   
 AN0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0714+STABILITY: SURFACE MOTION
 AN0714
 AN0714  HISTORY     - Date     Condition        Report By
 AN0714  HISTORY     - 1935     MONUMENTED       CGS
 AN0714  HISTORY     - 1972     GOOD             NGS
 AN0714  HISTORY     - 1987     GOOD             NGS
 AN0714  HISTORY     - 20060815 MARK NOT FOUND   USPSQD
 AN0714
 AN0714                          STATION DESCRIPTION
 AN0714
 AN0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0714'IN EDNA.
 AN0714'AT EDNA, ABOUT 0.1 MILE WEST OF THE COURTHOUSE, 215 FEET NORTHWEST OF
 AN0714'THE CENTER LINE OF U. S. HIGHWAY 59 (WEST MAIN STREET), 260 FEET
 AN0714'NORTHEAST OF THE CENTER LINE OF ALLEN STREET (FARM ROAD 822), 7.2 FEET
 AN0714'NORTHWEST OF A CHAIN LINK FENCE AROUND A WATER TOWER, SET ON THE TOP
 AN0714'OF THE SOUTHEAST CORNER OF THE SOUTH CONCRETE FOOTING SUPPORTING THE
 AN0714'WATER TOWER AND FLUSH WITH THE GROUND.
 AN0714
 AN0714                          STATION RECOVERY (1987)
 AN0714
 AN0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN0714'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN EDNA,
 AN0714'65.5 METERS (215 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY LOOP 521,
 AN0714'79.2 METERS (260 FT) NORTHEAST OF THE CENTERLINE OF ALLEN STREET, IN
 AN0714'TOP AND AT THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE SOUTH LEG
 AN0714'OF THE CITY WATER TOWER.
 AN0714'THE MARK IS ABOVE LEVEL WITH THE STREET.
 AN0714
 AN0714                          STATION RECOVERY (2006)
 AN0714
 AN0714'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AN0714'NO WATER TANK OR FOUNDATIONS FOR THE TANK AT THIS LOCATION.  ASSUME
 AN0714'MARKER DESTROYED WHEN FOUNDATIONS WERE REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1561 ***********************************************************************
 AN1561  DESIGNATION -  N 334
 AN1561  PID         -  AN1561
 AN1561  STATE/COUNTY-  TX/SAN PATRICIO
 AN1561  USGS QUAD   -  MATHIS (1979)
 AN1561
 AN1561                         *CURRENT SURVEY CONTROL
 AN1561  ___________________________________________________________________
 AN1561* NAD 83(1986)-  28 05 43.     (N)    097 49 35.     (W)     SCALED    
 AN1561* NAVD 88     -        48.427  (meters)     158.88   (feet)  POSTED    
 AN1561  ___________________________________________________________________
 AN1561  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN1561  DYNAMIC HT  -          48.350 (meters)     158.63  (feet)  COMP
 AN1561  MODELED GRAV-     979,131.6   (mgal)                       NAVD 88
 AN1561
 AN1561  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AN1561
 AN1561.The horizontal coordinates were scaled from a topographic map and have
 AN1561.an estimated accuracy of +/- 6 seconds.
 AN1561
 AN1561.The orthometric height was determined by differential leveling
 AN1561.and adjusted by the National Geodetic Survey in 1992..
 AN1561.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AN1561.rate of 1.1 thru 2.0 mm/km.
 AN1561
 AN1561.The geoid height was determined by GEOID03.
 AN1561
 AN1561.The dynamic height is computed by dividing the NAVD 88
 AN1561.geopotential number by the normal gravity value computed on the
 AN1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1561.degrees latitude (g = 980.6199 gals.).
 AN1561
 AN1561.The modeled gravity was interpolated from observed gravity values.
 AN1561
 AN1561;                    North         East    Units  Estimated Accuracy
 AN1561;SPC TX S     - 5,269,260.      366,200.      MT  (+/- 180 meters Scaled)
 AN1561
 AN1561                          SUPERSEDED SURVEY CONTROL
 AN1561
 AN1561  NGVD 29 (??/??/92)   48.477  (m)          159.04   (f) ADJ UNCH    2 0
 AN1561
 AN1561.Superseded values are not recommended for survey control.
 AN1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1561.See file dsdata.txt to determine how the superseded data were derived.
 AN1561
 AN1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS152083(NAD 83)
 AN1561_MARKER: DB = BENCH MARK DISK
 AN1561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1561_SP_SET: PIER
 AN1561_STAMPING: N-334 1935
 AN1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1561
 AN1561  HISTORY     - Date     Condition        Report By
 AN1561  HISTORY     - 1935     MONUMENTED       CGS
 AN1561  HISTORY     - 1941     GOOD             NGS
 AN1561
 AN1561                          STATION DESCRIPTION
 AN1561
 AN1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1561'IN MATHIS.
 AN1561'ALONG S.P.R.R. 25 FEET EAST OF THE MAIN TRACK.  IN TOP OF LARGE
 AN1561'CONCRETE PIER SUPPORTING CENTILEVER SIGNAL TOWER.  200 YDS. SOUTH OF
 AN1561'POINT WHERE MISSOURI PACIFIC RAILROAD TRACKS CROSSES THOSE OF THE
 AN1561'SOUTHERN PACIFIC.
 AN1561
 AN1561                          STATION RECOVERY (1941)
 AN1561
 AN1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 AN1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0073 ***********************************************************************
 AJ0073  DESIGNATION -  N 335
 AJ0073  PID         -  AJ0073
 AJ0073  STATE/COUNTY-  TX/JIM WELLS
 AJ0073  USGS QUAD   -  ALICE NORTH (1963)
 AJ0073
 AJ0073                         *CURRENT SURVEY CONTROL
 AJ0073  ___________________________________________________________________
 AJ0073* NAD 83(1986)-  27 50 01.     (N)    098 05 01.     (W)     SCALED    
 AJ0073* NAVD 88     -        69.891  (meters)     229.30   (feet)  POSTED    
 AJ0073  ___________________________________________________________________
 AJ0073  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AJ0073  DYNAMIC HT  -          69.780 (meters)     228.94  (feet)  COMP
 AJ0073  MODELED GRAV-     979,105.1   (mgal)                       NAVD 88
 AJ0073
 AJ0073  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AJ0073
 AJ0073.The horizontal coordinates were scaled from a topographic map and have
 AJ0073.an estimated accuracy of +/- 6 seconds.
 AJ0073
 AJ0073.The orthometric height was determined by differential leveling
 AJ0073.and adjusted by the National Geodetic Survey in 1992..
 AJ0073.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AJ0073.rate of 2.1 thru 3.0 mm/km.
 AJ0073
 AJ0073.The geoid height was determined by GEOID03.
 AJ0073
 AJ0073.The dynamic height is computed by dividing the NAVD 88
 AJ0073.geopotential number by the normal gravity value computed on the
 AJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0073.degrees latitude (g = 980.6199 gals.).
 AJ0073
 AJ0073.The modeled gravity was interpolated from observed gravity values.
 AJ0073
 AJ0073;                    North         East    Units  Estimated Accuracy
 AJ0073;SPC TX S     - 5,240,160.      341,020.      MT  (+/- 180 meters Scaled)
 AJ0073
 AJ0073                          SUPERSEDED SURVEY CONTROL
 AJ0073
 AJ0073  NGVD 29 (??/??/92)   69.981  (m)          229.60   (f) ADJ UNCH    2 0
 AJ0073
 AJ0073.Superseded values are not recommended for survey control.
 AJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0073.See file dsdata.txt to determine how the superseded data were derived.
 AJ0073
 AJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR902791(NAD 83)
 AJ0073_MARKER: DB = BENCH MARK DISK
 AJ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0073_STAMPING: N-335 1935
 AJ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0073+STABILITY: SURFACE MOTION
 AJ0073
 AJ0073  HISTORY     - Date     Condition        Report By
 AJ0073  HISTORY     - 1935     MONUMENTED       CGS
 AJ0073  HISTORY     - 1945     MARK NOT FOUND   LOCENG
 AJ0073
 AJ0073                          STATION DESCRIPTION
 AJ0073
 AJ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0073'6.2 MI N FROM ALICE.
 AJ0073'6.2 MILES NORTH OF AND ALONG STATE HIGHWAY 66.  52 FEET EAST OF CENTER
 AJ0073'LINE OF HIGHWAY.  CLOSE TO AN INTERSECTION OF AN EAST-WEST FENCE LINE
 AJ0073'WITH RIGHT OF WAY FENCE.  A LARGE DOUBLE GATE LEADING TO A FARM HOUSE
 AJ0073'IS LOCATED ON WEST SIDE OF ROAD DIRECTLY OPPOSITE MARK. HIGHWAY IS
 AJ0073'ALSO WIDENED AT THIS POINT JUST NORTH OF MARK TO PROVIDE FOR A SMALL
 AJ0073'SIDE PARK.
 AJ0073
 AJ0073                          STATION RECOVERY (1945)
 AJ0073
 AJ0073'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 AJ0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0412 ***********************************************************************
 BY0412  DESIGNATION -  N 336
 BY0412  PID         -  BY0412
 BY0412  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0412  USGS QUAD   -  CHINQUAPIN (1984)
 BY0412
 BY0412                         *CURRENT SURVEY CONTROL
 BY0412  ___________________________________________________________________
 BY0412* NAD 83(1986)-  31 22 54.     (N)    094 07 28.     (W)     SCALED    
 BY0412* NAVD 88     -        72.74   (+/-2cm)     238.6    (feet)  VERTCON   
 BY0412  ___________________________________________________________________
 BY0412  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY0412
 BY0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0412
 BY0412.The horizontal coordinates were scaled from a topographic map and have
 BY0412.an estimated accuracy of +/- 6 seconds.
 BY0412
 BY0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0412.The vertical order pertains to the NGVD 29 superseded value.
 BY0412
 BY0412.The geoid height was determined by GEOID03.
 BY0412
 BY0412;                    North         East    Units  Estimated Accuracy
 BY0412;SPC TX C     - 3,206,600.    1,290,240.      MT  (+/- 180 meters Scaled)
 BY0412
 BY0412                          SUPERSEDED SURVEY CONTROL
 BY0412
 BY0412  NGVD 29 (??/??/92)   72.768  (m)          238.74   (f) ADJ UNCH    2 0
 BY0412
 BY0412.Superseded values are not recommended for survey control.
 BY0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0412.See file dsdata.txt to determine how the superseded data were derived.
 BY0412
 BY0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ930724(NAD 83)
 BY0412_MARKER: DB = BENCH MARK DISK
 BY0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0412_STAMPING: N 336 1952
 BY0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0412+STABILITY: SURFACE MOTION
 BY0412
 BY0412  HISTORY     - Date     Condition        Report By
 BY0412  HISTORY     - 1952     MONUMENTED       CGS
 BY0412
 BY0412                          STATION DESCRIPTION
 BY0412
 BY0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0412'11.25 MI NW FROM BRONSON.
 BY0412'2.8 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0412'HIGHWAY 96 AT BRONSON, THENCE 0.4 MILE SOUTHWEST ALONG A CLAY ROAD,
 BY0412'THENCE 1.35 MILES NORTHWEST ALONG A CLAY ROAD, THENCE 0.75 MILE WEST
 BY0412'ALONG A DIRT ROAD, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 BY0412'THENCE 0.75 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.35 MILES
 BY0412'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 BY0412'DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0
 BY0412'MILE SOUTHWEST ALONG A GRADED DIRT ROAD, AT A ROAD INTERSECTION, 63
 BY0412'FEET SOUTH OF THE CENTER LINE OF AN ABANDONED ROAD LEADING WEST, 43
 BY0412'FEET WEST OF THE CENTER LINE OF THE GRADED DIRT ROAD, 29 FEET SOUTH OF
 BY0412'A FENCE CORNER, 4 FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS
 BY0412'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BY0412'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0524 ***********************************************************************
 BY0524  DESIGNATION -  N 337
 BY0524  PID         -  BY0524
 BY0524  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0524  USGS QUAD   -  VEACH (1984)
 BY0524
 BY0524                         *CURRENT SURVEY CONTROL
 BY0524  ___________________________________________________________________
 BY0524* NAD 83(1986)-  31 11 10.     (N)    094 11 49.     (W)     SCALED    
 BY0524* NAVD 88     -        41.77   (+/-2cm)     137.0    (feet)  VERTCON   
 BY0524  ___________________________________________________________________
 BY0524  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BY0524
 BY0524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0524
 BY0524.The horizontal coordinates were scaled from a topographic map and have
 BY0524.an estimated accuracy of +/- 6 seconds.
 BY0524
 BY0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0524.The vertical order pertains to the NGVD 29 superseded value.
 BY0524
 BY0524.The geoid height was determined by GEOID03.
 BY0524
 BY0524;                    North         East    Units  Estimated Accuracy
 BY0524;SPC TX C     - 3,184,570.    1,284,550.      MT  (+/- 180 meters Scaled)
 BY0524
 BY0524                          SUPERSEDED SURVEY CONTROL
 BY0524
 BY0524  NGVD 29 (??/??/92)   41.787  (m)          137.10   (f) ADJ UNCH    2 0
 BY0524
 BY0524.Superseded values are not recommended for survey control.
 BY0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0524.See file dsdata.txt to determine how the superseded data were derived.
 BY0524
 BY0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ859508(NAD 83)
 BY0524_MARKER: DB = BENCH MARK DISK
 BY0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0524_STAMPING: N 337 1952
 BY0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0524+STABILITY: SURFACE MOTION
 BY0524
 BY0524  HISTORY     - Date     Condition        Report By
 BY0524  HISTORY     - 1952     MONUMENTED       CGS
 BY0524
 BY0524                          STATION DESCRIPTION
 BY0524
 BY0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0524'16.7 MI SE FROM ZAVALLA.
 BY0524'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0524'ZAVALLA, THENCE 3.95 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0524'0.35 MILE NORTHEAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHEAST ALONG
 BY0524'AN ABANDONED DIRT ROAD, THENCE 0.65 MILE EAST ALONG A GRADED DIRT
 BY0524'ROAD, THENCE 0.1 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.15
 BY0524'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.15 MILE NORTHWEST OF THE
 BY0524'HARVEY TINGLE FARM HOME, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY0524'GRADED DIRT ROAD, 55 FEET SOUTHWEST OF A 24 INCH CONCRETE PIPE
 BY0524'CULVERT, 35 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 47
 BY0524'FEET NORTH OF A 16 INCH OAK TREE, 5 FEET NORTHEAST OF A POWER POLE,
 BY0524'1.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0524'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0628 ***********************************************************************
 GK0628  DESIGNATION -  N 338
 GK0628  PID         -  GK0628
 GK0628  STATE/COUNTY-  TX/SHERMAN
 GK0628  USGS QUAD   -  SUNRAY (1972)
 GK0628
 GK0628                         *CURRENT SURVEY CONTROL
 GK0628  ___________________________________________________________________
 GK0628* NAD 83(1986)-  36 07 29.     (N)    101 49 43.     (W)     SCALED    
 GK0628* NAVD 88     -      1075.896  (meters)    3529.84   (feet)  ADJUSTED  
 GK0628  ___________________________________________________________________
 GK0628  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 GK0628  DYNAMIC HT  -        1074.690 (meters)    3525.88  (feet)  COMP
 GK0628  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 GK0628
 GK0628  VERT ORDER  -  SECOND    CLASS 0
 GK0628
 GK0628.The horizontal coordinates were scaled from a topographic map and have
 GK0628.an estimated accuracy of +/- 6 seconds.
 GK0628
 GK0628.The orthometric height was determined by differential leveling
 GK0628.and adjusted by the National Geodetic Survey in June 1991..
 GK0628
 GK0628.The geoid height was determined by GEOID03.
 GK0628
 GK0628.The dynamic height is computed by dividing the NAVD 88
 GK0628.geopotential number by the normal gravity value computed on the
 GK0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0628.degrees latitude (g = 980.6199 gals.).
 GK0628
 GK0628.The modeled gravity was interpolated from observed gravity values.
 GK0628
 GK0628;                    North         East    Units  Estimated Accuracy
 GK0628;SPC TX N     - 1,235,770.      170,420.      MT  (+/- 180 meters Scaled)
 GK0628
 GK0628                          SUPERSEDED SURVEY CONTROL
 GK0628
 GK0628  NGVD 29 (??/??/92) 1075.401  (m)         3528.21   (f) ADJ UNCH    2 0
 GK0628
 GK0628.Superseded values are not recommended for survey control.
 GK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0628.See file dsdata.txt to determine how the superseded data were derived.
 GK0628
 GK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF454014(NAD 83)
 GK0628_MARKER: DB = BENCH MARK DISK
 GK0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0628_STAMPING: N 338 1952
 GK0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0628+STABILITY: SURFACE MOTION
 GK0628
 GK0628  HISTORY     - Date     Condition        Report By
 GK0628  HISTORY     - 1952     MONUMENTED       CGS
 GK0628
 GK0628                          STATION DESCRIPTION
 GK0628
 GK0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0628'7.3 MI N FROM SUNRAY.
 GK0628'7.3 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0628'PACIFIC RAILROAD STATION AT SUNRAY, 0.5 MILE NORTHEAST OF A FARMHOUSE,
 GK0628'166 FEET SOUTH OF A FENCE LEADING WEST, 57 FEET WEST OF THE CENTER
 GK0628'LINE OF THE FARM ROAD, 27 FEET NORTH OF A POWER POLE, 1 FOOT EAST OF A
 GK0628'FENCE, 4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GK0628'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0185 ***********************************************************************
 GL0185  DESIGNATION -  N 339
 GL0185  PID         -  GL0185
 GL0185  STATE/COUNTY-  TX/SHERMAN
 GL0185  USGS QUAD   -  CONLEN (1965)
 GL0185
 GL0185                         *CURRENT SURVEY CONTROL
 GL0185  ___________________________________________________________________
 GL0185* NAD 83(1986)-  36 11 51.     (N)    102 08 01.     (W)     SCALED    
 GL0185* NAVD 88     -      1140.120  (meters)    3740.54   (feet)  ADJUSTED  
 GL0185  ___________________________________________________________________
 GL0185  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 GL0185  DYNAMIC HT  -        1138.840 (meters)    3736.34  (feet)  COMP
 GL0185  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 GL0185
 GL0185  VERT ORDER  -  SECOND    CLASS 0
 GL0185
 GL0185.The horizontal coordinates were scaled from a topographic map and have
 GL0185.an estimated accuracy of +/- 6 seconds.
 GL0185
 GL0185.The orthometric height was determined by differential leveling
 GL0185.and adjusted by the National Geodetic Survey in June 1991..
 GL0185
 GL0185.The geoid height was determined by GEOID03.
 GL0185
 GL0185.The dynamic height is computed by dividing the NAVD 88
 GL0185.geopotential number by the normal gravity value computed on the
 GL0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0185.degrees latitude (g = 980.6199 gals.).
 GL0185
 GL0185.The modeled gravity was interpolated from observed gravity values.
 GL0185
 GL0185;                    North         East    Units  Estimated Accuracy
 GL0185;SPC TX N     - 1,243,980.      143,010.      MT  (+/- 180 meters Scaled)
 GL0185
 GL0185                          SUPERSEDED SURVEY CONTROL
 GL0185
 GL0185.No superseded survey control is available for this station.
 GL0185
 GL0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA577096(NAD 83)
 GL0185_MARKER: DB = BENCH MARK DISK
 GL0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0185_STAMPING: N 339 1952
 GL0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0185+STABILITY: SURFACE MOTION
 GL0185
 GL0185  HISTORY     - Date     Condition        Report By
 GL0185  HISTORY     - 1952     MONUMENTED       CGS
 GL0185  HISTORY     - 1962     MARK NOT FOUND   USGS
 GL0185
 GL0185                          STATION DESCRIPTION
 GL0185
 GL0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0185'8.5 MI SE FROM CONLEN.
 GL0185'0.5 MILE SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S. HIGHWAY
 GL0185'54 AT CONLEN, THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 GL0185'2.0 MILES SOUTH ALONG A GRADED DIRT ROAD, 60 FEET WEST OF THE CENTER
 GL0185'LINE OF A NORTH AND SOUTH ROAD, 25 FEET NORTH OF THE CENTER LINE OF A
 GL0185'ROAD LEADING WEST, 38 FEET NORTHWEST OF THE NORTH END OF A 24 INCH
 GL0185'PIPE CULVERT UNDER THE ROAD LEADING WEST, 26 FEET WEST OF A FENCE
 GL0185'CORNER, 1.2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET
 GL0185'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 GL0185'GROUND.
 GL0185
 GL0185                          STATION RECOVERY (1962)
 GL0185
 GL0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0184 ***********************************************************************
 CA0184  DESIGNATION -  N 340
 CA0184  PID         -  CA0184
 CA0184  STATE/COUNTY-  TX/SAN SABA
 CA0184  USGS QUAD   -  WOLF RIDGE (1959)
 CA0184
 CA0184                         *CURRENT SURVEY CONTROL
 CA0184  ___________________________________________________________________
 CA0184* NAD 83(1986)-  31 13 40.     (N)    098 35 45.     (W)     SCALED    
 CA0184* NAVD 88     -       357.588  (meters)    1173.19   (feet)  ADJUSTED  
 CA0184  ___________________________________________________________________
 CA0184  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 CA0184  DYNAMIC HT  -         357.114 (meters)    1171.63  (feet)  COMP
 CA0184  MODELED GRAV-     979,305.7   (mgal)                       NAVD 88
 CA0184
 CA0184  VERT ORDER  -  SECOND    CLASS 0
 CA0184
 CA0184.The horizontal coordinates were scaled from a topographic map and have
 CA0184.an estimated accuracy of +/- 6 seconds.
 CA0184
 CA0184.The orthometric height was determined by differential leveling
 CA0184.and adjusted by the National Geodetic Survey in June 1991..
 CA0184
 CA0184.The geoid height was determined by GEOID03.
 CA0184
 CA0184.The dynamic height is computed by dividing the NAVD 88
 CA0184.geopotential number by the normal gravity value computed on the
 CA0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0184.degrees latitude (g = 980.6199 gals.).
 CA0184
 CA0184.The modeled gravity was interpolated from observed gravity values.
 CA0184
 CA0184;                    North         East    Units  Estimated Accuracy
 CA0184;SPC TX C     - 3,174,350.      865,520.      MT  (+/- 180 meters Scaled)
 CA0184
 CA0184                          SUPERSEDED SURVEY CONTROL
 CA0184
 CA0184  NGVD 29 (??/??/92)  357.528  (m)         1172.99   (f) ADJ UNCH    2 0
 CA0184
 CA0184.Superseded values are not recommended for survey control.
 CA0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0184.See file dsdata.txt to determine how the superseded data were derived.
 CA0184
 CA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV384549(NAD 83)
 CA0184_MARKER: DB = BENCH MARK DISK
 CA0184_SETTING: 66 = SET IN ROCK OUTCROP
 CA0184_SP_SET: SANDSTONE OUTCROP
 CA0184_STAMPING: N 340 1935
 CA0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0184+STABILITY: POSITION/ELEVATION WELL
 CA0184
 CA0184  HISTORY     - Date     Condition        Report By
 CA0184  HISTORY     - 1935     MONUMENTED       CGS
 CA0184
 CA0184                          STATION DESCRIPTION
 CA0184
 CA0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0184'8.3 MI E FROM SAN SABA.
 CA0184'8.3 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. 110 YARDS S.W. OF
 CA0184'MILE POST 16.  25 YARDS N.W. OF CENTER OF THE TRACK.  10 YARDS S.E. OF
 CA0184'THE RIGHT OF WAY FENCE.  23 YARDS N.E. OF A DIRT ROAD.  DISK SET IN
 CA0184'HORIZONTAL IN A SANDSTONE OUTCROP.  MARKED BY A PILE OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0180 ***********************************************************************
 BN0180  DESIGNATION -  N 341
 BN0180  PID         -  BN0180
 BN0180  STATE/COUNTY-  TX/SAN SABA
 BN0180  USGS QUAD   -  CHEROKEE (1956)
 BN0180
 BN0180                         *CURRENT SURVEY CONTROL
 BN0180  ___________________________________________________________________
 BN0180* NAD 83(1986)-  30 55 19.     (N)    098 41 05.     (W)     SCALED    
 BN0180* NAVD 88     -       437.261  (meters)    1434.58   (feet)  ADJUSTED  
 BN0180  ___________________________________________________________________
 BN0180  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BN0180  DYNAMIC HT  -         436.680 (meters)    1432.67  (feet)  COMP
 BN0180  MODELED GRAV-     979,298.4   (mgal)                       NAVD 88
 BN0180
 BN0180  VERT ORDER  -  SECOND    CLASS 0
 BN0180
 BN0180.The horizontal coordinates were scaled from a topographic map and have
 BN0180.an estimated accuracy of +/- 6 seconds.
 BN0180
 BN0180.The orthometric height was determined by differential leveling
 BN0180.and adjusted by the National Geodetic Survey in June 1991..
 BN0180
 BN0180.The geoid height was determined by GEOID03.
 BN0180
 BN0180.The dynamic height is computed by dividing the NAVD 88
 BN0180.geopotential number by the normal gravity value computed on the
 BN0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0180.degrees latitude (g = 980.6199 gals.).
 BN0180
 BN0180.The modeled gravity was interpolated from observed gravity values.
 BN0180
 BN0180;                    North         East    Units  Estimated Accuracy
 BN0180;SPC TX C     - 3,140,320.      857,550.      MT  (+/- 180 meters Scaled)
 BN0180
 BN0180                          SUPERSEDED SURVEY CONTROL
 BN0180
 BN0180  NGVD 29 (??/??/92)  437.206  (m)         1434.40   (f) ADJ UNCH    2 0
 BN0180
 BN0180.Superseded values are not recommended for survey control.
 BN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0180.See file dsdata.txt to determine how the superseded data were derived.
 BN0180
 BN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV301209(NAD 83)
 BN0180_MARKER: DB = BENCH MARK DISK
 BN0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0180_STAMPING: N 341 1935
 BN0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0180+STABILITY: SURFACE MOTION
 BN0180
 BN0180  HISTORY     - Date     Condition        Report By
 BN0180  HISTORY     - 1935     MONUMENTED       CGS
 BN0180
 BN0180                          STATION DESCRIPTION
 BN0180
 BN0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0180'4.2 MI S FROM CHEROKEE.
 BN0180'4.2 MILES SOUTH OF AND ALONG STATE HIGHWAY 81 14 YARDS NORTH OF THE
 BN0180'SAN SABA AND LLANO COUNTY LINE.  20 YARDS WEST OF CENTER OF THE
 BN0180'HIGHWAY.  1 YARD EAST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0039 ***********************************************************************
 AO0039  DESIGNATION -  N 343
 AO0039  PID         -  AO0039
 AO0039  STATE/COUNTY-  TX/ATASCOSA
 AO0039  USGS QUAD   -  PLEASANTON (1985)
 AO0039
 AO0039                         *CURRENT SURVEY CONTROL
 AO0039  ___________________________________________________________________
 AO0039* NAD 83(1986)-  28 57 53.     (N)    098 26 33.     (W)     SCALED    
 AO0039* NAVD 88     -       108.918  (meters)     357.34   (feet)  ADJUSTED  
 AO0039  ___________________________________________________________________
 AO0039  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AO0039  DYNAMIC HT  -         108.761 (meters)     356.83  (feet)  COMP
 AO0039  MODELED GRAV-     979,200.4   (mgal)                       NAVD 88
 AO0039
 AO0039  VERT ORDER  -  SECOND    CLASS 0
 AO0039
 AO0039.The horizontal coordinates were scaled from a topographic map and have
 AO0039.an estimated accuracy of +/- 6 seconds.
 AO0039
 AO0039.The orthometric height was determined by differential leveling
 AO0039.and adjusted by the National Geodetic Survey in June 1991..
 AO0039
 AO0039.The geoid height was determined by GEOID03.
 AO0039
 AO0039.The dynamic height is computed by dividing the NAVD 88
 AO0039.geopotential number by the normal gravity value computed on the
 AO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0039.degrees latitude (g = 980.6199 gals.).
 AO0039
 AO0039.The modeled gravity was interpolated from observed gravity values.
 AO0039
 AO0039;                    North         East    Units  Estimated Accuracy
 AO0039;SPC TXSC     - 4,125,520.      654,330.      MT  (+/- 180 meters Scaled)
 AO0039
 AO0039                          SUPERSEDED SURVEY CONTROL
 AO0039
 AO0039  NGVD 29 (??/??/92)  108.880  (m)          357.22   (f) ADJ UNCH    2 0
 AO0039
 AO0039.Superseded values are not recommended for survey control.
 AO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0039.See file dsdata.txt to determine how the superseded data were derived.
 AO0039
 AO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT543042(NAD 83)
 AO0039_MARKER: DB = BENCH MARK DISK
 AO0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0039_STAMPING: N 343 1935
 AO0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0039+STABILITY: SURFACE MOTION
 AO0039
 AO0039  HISTORY     - Date     Condition        Report By
 AO0039  HISTORY     - 1935     MONUMENTED       CGS
 AO0039  HISTORY     - 19970418 POOR             USPSQD
 AO0039
 AO0039                          STATION DESCRIPTION
 AO0039
 AO0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0039'2.6 MI SE FROM PLEASANTON.
 AO0039'2.6 MILES SE OF AND ALONG THE M P R R AT AN OLD ROAD CROSSING.  17
 AO0039'YARDS SW OF CENTER OF TRACK.  6 YARDS NW OF CENTER OF ROAD.  1 YARD E
 AO0039'OF CORNER OF FENCE.
 AO0039
 AO0039                          STATION RECOVERY (1997)
 AO0039
 AO0039'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0039'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1506 ***********************************************************************
 FL1506  DESIGNATION -  N 345
 FL1506  PID         -  FL1506
 FL1506  STATE/COUNTY-  TX/MOORE
 FL1506  USGS QUAD   -  DUMAS NE (1972)
 FL1506
 FL1506                         *CURRENT SURVEY CONTROL
 FL1506  ___________________________________________________________________
 FL1506* NAD 83(1986)-  35 58 48.     (N)    101 48 37.     (W)     SCALED    
 FL1506* NAVD 88     -      1063.649  (meters)    3489.66   (feet)  ADJUSTED  
 FL1506  ___________________________________________________________________
 FL1506  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1506  DYNAMIC HT  -        1062.442 (meters)    3485.70  (feet)  COMP
 FL1506  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 FL1506
 FL1506  VERT ORDER  -  SECOND    CLASS 0
 FL1506
 FL1506.The horizontal coordinates were scaled from a topographic map and have
 FL1506.an estimated accuracy of +/- 6 seconds.
 FL1506
 FL1506.The orthometric height was determined by differential leveling
 FL1506.and adjusted by the National Geodetic Survey in June 1991..
 FL1506
 FL1506.The geoid height was determined by GEOID03.
 FL1506
 FL1506.The dynamic height is computed by dividing the NAVD 88
 FL1506.geopotential number by the normal gravity value computed on the
 FL1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1506.degrees latitude (g = 980.6199 gals.).
 FL1506
 FL1506.The modeled gravity was interpolated from observed gravity values.
 FL1506
 FL1506;                    North         East    Units  Estimated Accuracy
 FL1506;SPC TX N     - 1,219,700.      172,020.      MT  (+/- 180 meters Scaled)
 FL1506
 FL1506                          SUPERSEDED SURVEY CONTROL
 FL1506
 FL1506  NGVD 29 (??/??/92) 1063.143  (m)         3487.99   (f) ADJ UNCH    2 0
 FL1506
 FL1506.Superseded values are not recommended for survey control.
 FL1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1506.See file dsdata.txt to determine how the superseded data were derived.
 FL1506
 FL1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE466853(NAD 83)
 FL1506_MARKER: DB = BENCH MARK DISK
 FL1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1506_STAMPING: N 345 1952
 FL1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1506+STABILITY: SURFACE MOTION
 FL1506
 FL1506  HISTORY     - Date     Condition        Report By
 FL1506  HISTORY     - 1952     MONUMENTED       CGS
 FL1506
 FL1506                          STATION DESCRIPTION
 FL1506
 FL1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1506'3.8 MI S FROM SUNRAY.
 FL1506'0.55 MILE SOUTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 FL1506'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 0.45 MILE SOUTH ALONG A
 FL1506'GRADED DIRT ROAD, THENCE 0.8 MILE EAST ALONG FARM ROAD 281, THENCE 2.0
 FL1506'MILES SOUTH ALONG A GRADED DIRT ROAD, 111 FEET EAST OF THE CENTER LINE
 FL1506'OF A NORTH AND SOUTH ROAD, 55 FEET SOUTH OF THE CENTER LINE OF A ROAD
 FL1506'LEADING EAST, 74 FEET EAST OF A FENCE CORNER, 9 FEET SOUTHEAST OF A
 FL1506'TELEPHONE POLE, 1 FOOT NORTH OF A FENCE, 2.6 FEET WEST OF A WITNESS
 FL1506'POST, ON THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, SET IN THE
 FL1506'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1391 ***********************************************************************
 FL1391  DESIGNATION -  N 346
 FL1391  PID         -  FL1391
 FL1391  STATE/COUNTY-  TX/MOORE
 FL1391  USGS QUAD   -  POLLARD CREEK (1972)
 FL1391
 FL1391                         *CURRENT SURVEY CONTROL
 FL1391  ___________________________________________________________________
 FL1391* NAD 83(1986)-  35 51 00.     (N)    101 42 18.     (W)     SCALED    
 FL1391* NAVD 88     -      1045.435  (meters)    3429.90   (feet)  ADJUSTED  
 FL1391  ___________________________________________________________________
 FL1391  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL1391  DYNAMIC HT  -        1044.243 (meters)    3425.99  (feet)  COMP
 FL1391  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 FL1391
 FL1391  VERT ORDER  -  SECOND    CLASS 0
 FL1391
 FL1391.The horizontal coordinates were scaled from a topographic map and have
 FL1391.an estimated accuracy of +/- 6 seconds.
 FL1391
 FL1391.The orthometric height was determined by differential leveling
 FL1391.and adjusted by the National Geodetic Survey in June 1991..
 FL1391
 FL1391.The geoid height was determined by GEOID03.
 FL1391
 FL1391.The dynamic height is computed by dividing the NAVD 88
 FL1391.geopotential number by the normal gravity value computed on the
 FL1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1391.degrees latitude (g = 980.6199 gals.).
 FL1391
 FL1391.The modeled gravity was interpolated from observed gravity values.
 FL1391
 FL1391;                    North         East    Units  Estimated Accuracy
 FL1391;SPC TX N     - 1,205,260.      181,480.      MT  (+/- 180 meters Scaled)
 FL1391
 FL1391                          SUPERSEDED SURVEY CONTROL
 FL1391
 FL1391  NGVD 29 (??/??/92) 1044.928  (m)         3428.23   (f) ADJ UNCH    2 0
 FL1391
 FL1391.Superseded values are not recommended for survey control.
 FL1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1391.See file dsdata.txt to determine how the superseded data were derived.
 FL1391
 FL1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE557706(NAD 83)
 FL1391_MARKER: DB = BENCH MARK DISK
 FL1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1391_SP_SET: CULVERT
 FL1391_STAMPING: N 346 1952
 FL1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1391
 FL1391  HISTORY     - Date     Condition        Report By
 FL1391  HISTORY     - 1952     MONUMENTED       CGS
 FL1391
 FL1391                          STATION DESCRIPTION
 FL1391
 FL1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1391'15.65 MI E FROM DUMAS.
 FL1391'15.65 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1391'HIGHWAY 287 AT DUMAS, 0.05 MILE WEST OF AN INTERSECTION WITH A NORTH
 FL1391'AND SOUTH ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.1
 FL1391'MILES WEST OF BENCH MARK P 346, SET IN THE TOP OF THE WEST END OF THE
 FL1391'SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1418 ***********************************************************************
 FL1418  DESIGNATION -  N 347
 FL1418  PID         -  FL1418
 FL1418  STATE/COUNTY-  TX/HUTCHINSON
 FL1418  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1418
 FL1418                         *CURRENT SURVEY CONTROL
 FL1418  ___________________________________________________________________
 FL1418* NAD 83(1986)-  35 57 56.     (N)    101 32 02.     (W)     SCALED    
 FL1418* NAVD 88     -      1015.342  (meters)    3331.17   (feet)  ADJUSTED  
 FL1418  ___________________________________________________________________
 FL1418  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 FL1418  DYNAMIC HT  -        1014.207 (meters)    3327.44  (feet)  COMP
 FL1418  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 FL1418
 FL1418  VERT ORDER  -  SECOND    CLASS 0
 FL1418
 FL1418.The horizontal coordinates were scaled from a topographic map and have
 FL1418.an estimated accuracy of +/- 6 seconds.
 FL1418
 FL1418.The orthometric height was determined by differential leveling
 FL1418.and adjusted by the National Geodetic Survey in June 1991..
 FL1418
 FL1418.The geoid height was determined by GEOID03.
 FL1418
 FL1418.The dynamic height is computed by dividing the NAVD 88
 FL1418.geopotential number by the normal gravity value computed on the
 FL1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1418.degrees latitude (g = 980.6199 gals.).
 FL1418
 FL1418.The modeled gravity was interpolated from observed gravity values.
 FL1418
 FL1418;                    North         East    Units  Estimated Accuracy
 FL1418;SPC TX N     - 1,218,060.      196,940.      MT  (+/- 180 meters Scaled)
 FL1418
 FL1418                          SUPERSEDED SURVEY CONTROL
 FL1418
 FL1418  NGVD 29 (??/??/92) 1014.864  (m)         3329.60   (f) ADJ UNCH    2 0
 FL1418
 FL1418.Superseded values are not recommended for survey control.
 FL1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1418.See file dsdata.txt to determine how the superseded data were derived.
 FL1418
 FL1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE715830(NAD 83)
 FL1418_MARKER: DB = BENCH MARK DISK
 FL1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1418_STAMPING: N 347 1952
 FL1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1418+STABILITY: SURFACE MOTION
 FL1418
 FL1418  HISTORY     - Date     Condition        Report By
 FL1418  HISTORY     - 1952     MONUMENTED       CGS
 FL1418
 FL1418                          STATION DESCRIPTION
 FL1418
 FL1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1418'5.2 MI W FROM PRINGLE.
 FL1418'5.3 MILES WEST ALONG FARM ROAD 1598 FROM ITS JUNCTION WITH FARM ROAD
 FL1418'278 AT PRINGLE, 48 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 54
 FL1418'FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH TO AN OIL
 FL1418'WELL, 30 FEET WEST OF THE CENTER OF A WIRE GATE, 1.6 FEET SOUTH OF A
 FL1418'FENCE, 1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL1418'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0149 ***********************************************************************
 GL0149  DESIGNATION -  N 348
 GL0149  PID         -  GL0149
 GL0149  STATE/COUNTY-  TX/DALLAM
 GL0149  USGS QUAD   -  EXUM (1965)
 GL0149
 GL0149                         *CURRENT SURVEY CONTROL
 GL0149  ___________________________________________________________________
 GL0149* NAD 83(1986)-  36 05 44.     (N)    102 14 26.     (W)     SCALED    
 GL0149* NAVD 88     -      1161.582  (meters)    3810.96   (feet)  ADJUSTED  
 GL0149  ___________________________________________________________________
 GL0149  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 GL0149  DYNAMIC HT  -        1160.253 (meters)    3806.60  (feet)  COMP
 GL0149  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 GL0149
 GL0149  VERT ORDER  -  SECOND    CLASS 0
 GL0149
 GL0149.The horizontal coordinates were scaled from a topographic map and have
 GL0149.an estimated accuracy of +/- 6 seconds.
 GL0149
 GL0149.The orthometric height was determined by differential leveling
 GL0149.and adjusted by the National Geodetic Survey in June 1991..
 GL0149
 GL0149.The geoid height was determined by GEOID03.
 GL0149
 GL0149.The dynamic height is computed by dividing the NAVD 88
 GL0149.geopotential number by the normal gravity value computed on the
 GL0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0149.degrees latitude (g = 980.6199 gals.).
 GL0149
 GL0149.The modeled gravity was interpolated from observed gravity values.
 GL0149
 GL0149;                    North         East    Units  Estimated Accuracy
 GL0149;SPC TX N     - 1,232,730.      133,310.      MT  (+/- 180 meters Scaled)
 GL0149
 GL0149                          SUPERSEDED SURVEY CONTROL
 GL0149
 GL0149  NGVD 29 (??/??/92) 1161.04   (m)         3809.2    (f) COMPUTED    2 0
 GL0149
 GL0149.Superseded values are not recommended for survey control.
 GL0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0149.See file dsdata.txt to determine how the superseded data were derived.
 GL0149
 GL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV484980(NAD 83)
 GL0149_MARKER: DB = BENCH MARK DISK
 GL0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0149_STAMPING: N 348 1952
 GL0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0149+STABILITY: SURFACE MOTION
 GL0149
 GL0149  HISTORY     - Date     Condition        Report By
 GL0149  HISTORY     - 1952     MONUMENTED       CGS
 GL0149  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0149
 GL0149                          STATION DESCRIPTION
 GL0149
 GL0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0149'9.5 MI S FROM CONLEN.
 GL0149'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0149'HIGHWAY 54 AT CONLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GL0149'58 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 79 FEET WEST
 GL0149'OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 38 FEET EAST OF
 GL0149'THE CENTER OF A WIRE GATE, 1 FOOT SOUTH OF AN EAST AND WEST FENCE, 3
 GL0149'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL0149'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THERE IS NOW A
 GL0149'CULTIVATED FIELD IN THIS LOCATION
 GL0149
 GL0149                          STATION RECOVERY (1965)
 GL0149
 GL0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1591 ***********************************************************************
 AX1591  DESIGNATION -  N 350
 AX1591  PID         -  AX1591
 AX1591  STATE/COUNTY-  TX/GONZALES
 AX1591  USGS QUAD   -  GONZALES NORTH (1981)
 AX1591
 AX1591                         *CURRENT SURVEY CONTROL
 AX1591  ___________________________________________________________________
 AX1591* NAD 83(1986)-  29 30 08.     (N)    097 27 09.     (W)     SCALED    
 AX1591* NAVD 88     -        87.60   (+/-2cm)     287.4    (feet)  VERTCON   
 AX1591  ___________________________________________________________________
 AX1591  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AX1591
 AX1591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1591
 AX1591.The horizontal coordinates were scaled from a topographic map and have
 AX1591.an estimated accuracy of +/- 6 seconds.
 AX1591
 AX1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1591.The vertical order pertains to the NGVD 29 superseded value.
 AX1591
 AX1591.The geoid height was determined by GEOID03.
 AX1591
 AX1591;                    North         East    Units  Estimated Accuracy
 AX1591;SPC TXSC     - 4,185,950.      750,030.      MT  (+/- 180 meters Scaled)
 AX1591
 AX1591                          SUPERSEDED SURVEY CONTROL
 AX1591
 AX1591  NGVD 29 (??/??/92)   87.567  (m)          287.29   (f) ADJ UNCH    2 0
 AX1591
 AX1591.Superseded values are not recommended for survey control.
 AX1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1591.See file dsdata.txt to determine how the superseded data were derived.
 AX1591
 AX1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT500646(NAD 83)
 AX1591_MARKER: DD = SURVEY DISK
 AX1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1591_STAMPING: N 350 1935
 AX1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1591+STABILITY: SURFACE MOTION
 AX1591
 AX1591  HISTORY     - Date     Condition        Report By
 AX1591  HISTORY     - 1935     MONUMENTED       USGS
 AX1591  HISTORY     - 1943     GOOD             NGS
 AX1591  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1591  HISTORY     - 20031001 MARK NOT FOUND   USPSQD
 AX1591
 AX1591                          STATION DESCRIPTION
 AX1591
 AX1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1591'IN GONZALES.
 AX1591'AT GONZALES, GONZALES COUNTY, IN THE NORTH CORNER OF THE COUNTY
 AX1591'COURTHOUSE YARD, 34 FEET NORTHEAST OF THE COUNTY JAIL, AND 10 FEET
 AX1591'SOUTH OF THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 AX1591'DISK, STAMPED N 350 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 AX1591'FOOT ABOVE GROUND.
 AX1591
 AX1591                          STATION RECOVERY (1988)
 AX1591
 AX1591'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1591'MARK NOT FOUND.
 AX1591
 AX1591                          STATION RECOVERY (2003)
 AX1591
 AX1591'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0192 ***********************************************************************
 AE0192  DESIGNATION -  N 351
 AE0192  PID         -  AE0192
 AE0192  STATE/COUNTY-  TX/HIDALGO
 AE0192  USGS QUAD   -  LINN NE (1982)
 AE0192
 AE0192                         *CURRENT SURVEY CONTROL
 AE0192  ___________________________________________________________________
 AE0192* NAD 83(1986)-  26 40 59.     (N)    098 06 52.     (W)     SCALED    
 AE0192* NAVD 88     -        25.147  (meters)      82.50   (feet)  ADJUSTED  
 AE0192  ___________________________________________________________________
 AE0192  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AE0192  DYNAMIC HT  -          25.106 (meters)      82.37  (feet)  COMP
 AE0192  MODELED GRAV-     979,043.1   (mgal)                       NAVD 88
 AE0192
 AE0192  VERT ORDER  -  SECOND    CLASS 0
 AE0192
 AE0192.The horizontal coordinates were scaled from a topographic map and have
 AE0192.an estimated accuracy of +/- 6 seconds.
 AE0192
 AE0192.The orthometric height was determined by differential leveling
 AE0192.and adjusted by the National Geodetic Survey in June 1991..
 AE0192
 AE0192.The geoid height was determined by GEOID03.
 AE0192
 AE0192.The dynamic height is computed by dividing the NAVD 88
 AE0192.geopotential number by the normal gravity value computed on the
 AE0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0192.degrees latitude (g = 980.6199 gals.).
 AE0192
 AE0192.The modeled gravity was interpolated from observed gravity values.
 AE0192
 AE0192;                    North         East    Units  Estimated Accuracy
 AE0192;SPC TX S     - 5,112,670.      338,370.      MT  (+/- 180 meters Scaled)
 AE0192
 AE0192                          SUPERSEDED SURVEY CONTROL
 AE0192
 AE0192  NGVD 29 (??/??/92)   25.259  (m)           82.87   (f) ADJ UNCH    2 0
 AE0192
 AE0192.Superseded values are not recommended for survey control.
 AE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0192.See file dsdata.txt to determine how the superseded data were derived.
 AE0192
 AE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ881516(NAD 83)
 AE0192_MARKER: DB = BENCH MARK DISK
 AE0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0192_STAMPING: N-351
 AE0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0192+STABILITY: SURFACE MOTION
 AE0192
 AE0192  HISTORY     - Date     Condition        Report By
 AE0192  HISTORY     - UNK      MONUMENTED       CGS
 AE0192  HISTORY     - 1935     GOOD             NGS
 AE0192  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0192
 AE0192                          STATION DESCRIPTION
 AE0192
 AE0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0192'15.1 MI S FROM RACHAL.
 AE0192'15.1 MILES SOUTH OF AND ALONG U.S. HIGHWAY 281.  45 FEET WEST OF
 AE0192'CENTER LINE OF ROAD.  13 FEET WEST OF FENCE LINE.  15 FEET WEST OF A
 AE0192'ROW OF POLES.
 AE0192
 AE0192                          STATION RECOVERY (1962)
 AE0192
 AE0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0351 ***********************************************************************
 AE0351  DESIGNATION -  N 352
 AE0351  PID         -  AE0351
 AE0351  STATE/COUNTY-  TX/HIDALGO
 AE0351  USGS QUAD   -  PHARR (1983)
 AE0351
 AE0351                         *CURRENT SURVEY CONTROL
 AE0351  ___________________________________________________________________
 AE0351* NAD 83(1986)-  26 12 04.     (N)    098 13 00.     (W)     SCALED    
 AE0351* NAVD 88     -        35.518  (meters)     116.53   (feet)  ADJUSTED  
 AE0351  ___________________________________________________________________
 AE0351  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AE0351  DYNAMIC HT  -          35.459 (meters)     116.34  (feet)  COMP
 AE0351  MODELED GRAV-     978,994.4   (mgal)                       NAVD 88
 AE0351
 AE0351  VERT ORDER  -  FIRST     CLASS II
 AE0351
 AE0351.The horizontal coordinates were scaled from a topographic map and have
 AE0351.an estimated accuracy of +/- 6 seconds.
 AE0351
 AE0351.The orthometric height was determined by differential leveling
 AE0351.and adjusted by the National Geodetic Survey in June 1991..
 AE0351
 AE0351.The geoid height was determined by GEOID03.
 AE0351
 AE0351.The dynamic height is computed by dividing the NAVD 88
 AE0351.geopotential number by the normal gravity value computed on the
 AE0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0351.degrees latitude (g = 980.6199 gals.).
 AE0351
 AE0351.The modeled gravity was interpolated from observed gravity values.
 AE0351
 AE0351;                    North         East    Units  Estimated Accuracy
 AE0351;SPC TX S     - 5,059,250.      328,320.      MT  (+/- 180 meters Scaled)
 AE0351
 AE0351                          SUPERSEDED SURVEY CONTROL
 AE0351
 AE0351  NGVD 29 (??/??/92)   35.642  (m)          116.94   (f) ADJ UNCH    1 2
 AE0351
 AE0351.Superseded values are not recommended for survey control.
 AE0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0351.See file dsdata.txt to determine how the superseded data were derived.
 AE0351
 AE0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP782981(NAD 83)
 AE0351_MARKER: DB = BENCH MARK DISK
 AE0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0351_STAMPING: N-352 1935
 AE0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0351+STABILITY: SURFACE MOTION
 AE0351
 AE0351  HISTORY     - Date     Condition        Report By
 AE0351  HISTORY     - 1935     MONUMENTED       CGS
 AE0351  HISTORY     - 1943     GOOD             USGS
 AE0351  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0351  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0351  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0351
 AE0351                          STATION DESCRIPTION
 AE0351
 AE0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AE0351'1.1 MI E FROM MCALLEN.
 AE0351'1.1 MILES EAST OF AND ALONG MISSOURI PACIFIC R. R.  39 FEET NORTH OF
 AE0351'CENTER LINE OF TRACK.  AT ROAD CROSSING.  51 FEET EAST OF A DIRT ROAD.
 AE0351'118 FEET NORTH OF U.S. HIGHWAY 281.  112 FEET SOUTH OF A SMALL HOUSE.
 AE0351'29 FEET NORTH OF A R. R. SWITCH STAND.
 AE0351
 AE0351                          STATION RECOVERY (1943)
 AE0351
 AE0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0351'BENCH MARK IS ABOUT 1.1 MILES EASTERLY ALONG THE MISSOURI PACIFIC
 AE0351'RAILROAD FROM THE STATION AT MCALLEN. ABOUT 2.0 MILES WESTERLY FROM
 AE0351'THE STATION AT PHARR. IT IS AT A GRADE CROSSING, ABOUT 112.0 FEET
 AE0351'NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 83, 53.0 FEET EAST OF THE
 AE0351'CENTERLINE OF THE NORTH-SOUTH ROAD AND 41.5 FEET NORTH OF AND ABOUT
 AE0351'1.5 FEET BELOW THE CENTERLINE OF THE TRACKS. IT IS 3.0 FEET WEST OF A
 AE0351'4 X 4 INCH WOODEN MARKER POST ACROSS THE HIGHWAY AT RAILROAD FROM THE
 AE0351'VALLEY GOSPEL TABERNACLE BUILDING. A DISK SET IN CONCRETE POST
 AE0351'PROJECTING ABOUT 0.3 FOOT.
 AE0351
 AE0351                          STATION RECOVERY (1981)
 AE0351
 AE0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0351'MARK NOT RECOVERED.
 AE0351
 AE0351                          STATION RECOVERY (1987)
 AE0351
 AE0351'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0351'MARK NOT FOUND.
 AE0351
 AE0351                          STATION RECOVERY (1992)
 AE0351
 AE0351'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0157 ***********************************************************************
 FL0157  DESIGNATION -  N 353
 FL0157  PID         -  FL0157
 FL0157  STATE/COUNTY-  TX/WHEELER
 FL0157  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0157
 FL0157                         *CURRENT SURVEY CONTROL
 FL0157  ___________________________________________________________________
 FL0157* NAD 83(1986)-  35 12 49.     (N)    100 16 15.     (W)     SCALED    
 FL0157* NAVD 88     -       722.172  (meters)    2369.33   (feet)  ADJUSTED  
 FL0157  ___________________________________________________________________
 FL0157  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL0157  DYNAMIC HT  -         721.418 (meters)    2366.85  (feet)  COMP
 FL0157  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 FL0157
 FL0157  VERT ORDER  -  FIRST     CLASS II
 FL0157
 FL0157.The horizontal coordinates were scaled from a topographic map and have
 FL0157.an estimated accuracy of +/- 6 seconds.
 FL0157
 FL0157.The orthometric height was determined by differential leveling
 FL0157.and adjusted by the National Geodetic Survey in June 1991..
 FL0157
 FL0157.The geoid height was determined by GEOID03.
 FL0157
 FL0157.The dynamic height is computed by dividing the NAVD 88
 FL0157.geopotential number by the normal gravity value computed on the
 FL0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0157.degrees latitude (g = 980.6199 gals.).
 FL0157
 FL0157.The modeled gravity was interpolated from observed gravity values.
 FL0157
 FL0157;                    North         East    Units  Estimated Accuracy
 FL0157;SPC TX N     - 1,135,330.      311,900.      MT  (+/- 180 meters Scaled)
 FL0157
 FL0157                          SUPERSEDED SURVEY CONTROL
 FL0157
 FL0157  NGVD 29 (??/??/92)  721.880  (m)         2368.37   (f) ADJ UNCH    1 2
 FL0157
 FL0157.Superseded values are not recommended for survey control.
 FL0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0157.See file dsdata.txt to determine how the superseded data were derived.
 FL0157
 FL0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD843974(NAD 83)
 FL0157_MARKER: DB = BENCH MARK DISK
 FL0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0157_STAMPING: N 353 1953
 FL0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0157+STABILITY: SURFACE MOTION
 FL0157
 FL0157  HISTORY     - Date     Condition        Report By
 FL0157  HISTORY     - 1953     MONUMENTED       CGS
 FL0157
 FL0157                          STATION DESCRIPTION
 FL0157
 FL0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0157'1.5 MI W FROM SHAMROCK.
 FL0157'1.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0157'FROM THE STATION AT SHAMROCK, 1 POLE WEST OF MILEPOST 666, 45 FEET
 FL0157'SOUTH OF THE SOUTH RAIL, 2.5 FEET NORTH OF A FENCE, 2.2 FEET WEST OF A
 FL0157'WITNESS POST, 5 FEET ABOVE THE TOP OF THE RAILS, AT THE WEST END OF A
 FL0157'CUT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 FL0157'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0320 ***********************************************************************
 FL0320  DESIGNATION -  N 354
 FL0320  PID         -  FL0320
 FL0320  STATE/COUNTY-  TX/GRAY
 FL0320  USGS QUAD   -  ALANREED (1976)
 FL0320
 FL0320                         *CURRENT SURVEY CONTROL
 FL0320  ___________________________________________________________________
 FL0320* NAD 83(1986)-  35 12 31.     (N)    100 41 49.     (W)     SCALED    
 FL0320* NAVD 88     -       924.094  (meters)    3031.80   (feet)  ADJUSTED  
 FL0320  ___________________________________________________________________
 FL0320  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FL0320  DYNAMIC HT  -         923.081 (meters)    3028.47  (feet)  COMP
 FL0320  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 FL0320
 FL0320  VERT ORDER  -  FIRST     CLASS II
 FL0320
 FL0320.The horizontal coordinates were scaled from a topographic map and have
 FL0320.an estimated accuracy of +/- 6 seconds.
 FL0320
 FL0320.The orthometric height was determined by differential leveling
 FL0320.and adjusted by the National Geodetic Survey in June 1991..
 FL0320
 FL0320.The geoid height was determined by GEOID03.
 FL0320
 FL0320.The dynamic height is computed by dividing the NAVD 88
 FL0320.geopotential number by the normal gravity value computed on the
 FL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0320.degrees latitude (g = 980.6199 gals.).
 FL0320
 FL0320.The modeled gravity was interpolated from observed gravity values.
 FL0320
 FL0320;                    North         East    Units  Estimated Accuracy
 FL0320;SPC TX N     - 1,134,380.      273,120.      MT  (+/- 180 meters Scaled)
 FL0320
 FL0320                          SUPERSEDED SURVEY CONTROL
 FL0320
 FL0320  NGVD 29 (??/??/92)  923.732  (m)         3030.61   (f) ADJ UNCH    1 2
 FL0320
 FL0320.Superseded values are not recommended for survey control.
 FL0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0320.See file dsdata.txt to determine how the superseded data were derived.
 FL0320
 FL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD455974(NAD 83)
 FL0320_MARKER: DB = BENCH MARK DISK
 FL0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0320_STAMPING: N 354 1953
 FL0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0320+STABILITY: SURFACE MOTION
 FL0320
 FL0320  HISTORY     - Date     Condition        Report By
 FL0320  HISTORY     - 1953     MONUMENTED       CGS
 FL0320
 FL0320                          STATION DESCRIPTION
 FL0320
 FL0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0320'2.35 MI E FROM ALANREED.
 FL0320'2.35 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0320'FROM THE STATION SIGN AT ALANREED, 16.6 FEET WEST OF THE 21ST POLE
 FL0320'WEST OF MILEPOST 693, 52 FEET NORTHWEST OF THE CENTER OF A PRIVATE
 FL0320'ROAD CROSSING, 40.5 FEET NORTH OF THE NORTH RAIL, 27 FEET WEST OF THE
 FL0320'CENTER OF A STEEL GATE, 6.6 FEET SOUTH OF A FENCE, 2.7 FEET WEST OF A
 FL0320'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 FL0320'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0126 ***********************************************************************
 AO0126  DESIGNATION -  N 356
 AO0126  PID         -  AO0126
 AO0126  STATE/COUNTY-  TX/LA SALLE
 AO0126  USGS QUAD   -  CAIMAN CREEK NE (1974)
 AO0126
 AO0126                         *CURRENT SURVEY CONTROL
 AO0126  ___________________________________________________________________
 AO0126* NAD 83(1986)-  28 10 05.     (N)    099 00 38.     (W)     SCALED    
 AO0126* NAVD 88     -        97.658  (meters)     320.40   (feet)  POSTED    
 AO0126  ___________________________________________________________________
 AO0126  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AO0126  DYNAMIC HT  -          97.510 (meters)     319.91  (feet)  COMP
 AO0126  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 AO0126
 AO0126  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0126
 AO0126.The horizontal coordinates were scaled from a topographic map and have
 AO0126.an estimated accuracy of +/- 6 seconds.
 AO0126
 AO0126.The orthometric height was determined by differential leveling
 AO0126.and adjusted by the National Geodetic Survey in 1992..
 AO0126.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0126.rate of 1.1 thru 2.0 mm/km.
 AO0126
 AO0126.The geoid height was determined by GEOID03.
 AO0126
 AO0126.The dynamic height is computed by dividing the NAVD 88
 AO0126.geopotential number by the normal gravity value computed on the
 AO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0126.degrees latitude (g = 980.6199 gals.).
 AO0126
 AO0126.The modeled gravity was interpolated from observed gravity values.
 AO0126
 AO0126;                    North         East    Units  Estimated Accuracy
 AO0126;SPC TXSC     - 4,037,100.      598,960.      MT  (+/- 180 meters Scaled)
 AO0126
 AO0126                          SUPERSEDED SURVEY CONTROL
 AO0126
 AO0126  NGVD 29 (??/??/92)   97.606  (m)          320.23   (f) ADJ UNCH    2 0
 AO0126
 AO0126.Superseded values are not recommended for survey control.
 AO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0126.See file dsdata.txt to determine how the superseded data were derived.
 AO0126
 AO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS989158(NAD 83)
 AO0126_MARKER: DB = BENCH MARK DISK
 AO0126_SETTING: 0 = UNSPECIFIED SETTING
 AO0126_STAMPING: N-356 1935
 AO0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0126
 AO0126  HISTORY     - Date     Condition        Report By
 AO0126  HISTORY     - 1935     MONUMENTED       CGS
 AO0126  HISTORY     - 1974     GOOD             USGS
 AO0126
 AO0126                          STATION DESCRIPTION
 AO0126
 AO0126'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 AO0126'24.3 MI SE FROM COTULLA.
 AO0126'FROM COTULLA TAKE FARM ROAD 468, 21 MILES TO JCT. OF FARM ROAD 624
 AO0126'CONTINUE FOR .7 OF A MILE AROUND CURVE TO COUNTY ROAD SOUTH, TAKE
 AO0126'COUNTY ROAD 2.6 MILES TO TOP OF SMALL HILL AND BM ON THE WEST SIDE OF
 AO0126'ROAD.  BM IS 48 FEET WEST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0091 ***********************************************************************
 AJ0091  DESIGNATION -  N 357
 AJ0091  PID         -  AJ0091
 AJ0091  STATE/COUNTY-  TX/DUVAL
 AJ0091  USGS QUAD   -  ROSITA (1968)
 AJ0091
 AJ0091                         *CURRENT SURVEY CONTROL
 AJ0091  ___________________________________________________________________
 AJ0091* NAD 83(1986)-  27 48 17.     (N)    098 28 16.     (W)     SCALED    
 AJ0091* NAVD 88     -       144.658  (meters)     474.60   (feet)  POSTED    
 AJ0091  ___________________________________________________________________
 AJ0091  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AJ0091  DYNAMIC HT  -         144.430 (meters)     473.85  (feet)  COMP
 AJ0091  MODELED GRAV-     979,082.4   (mgal)                       NAVD 88
 AJ0091
 AJ0091  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0091
 AJ0091.The horizontal coordinates were scaled from a topographic map and have
 AJ0091.an estimated accuracy of +/- 6 seconds.
 AJ0091
 AJ0091.The orthometric height was determined by differential leveling
 AJ0091.and adjusted by the National Geodetic Survey in 1992..
 AJ0091.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0091.rate of 1.1 thru 2.0 mm/km.
 AJ0091
 AJ0091.The geoid height was determined by GEOID03.
 AJ0091
 AJ0091.The dynamic height is computed by dividing the NAVD 88
 AJ0091.geopotential number by the normal gravity value computed on the
 AJ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0091.degrees latitude (g = 980.6199 gals.).
 AJ0091
 AJ0091.The modeled gravity was interpolated from observed gravity values.
 AJ0091
 AJ0091;                    North         East    Units  Estimated Accuracy
 AJ0091;SPC TX S     - 5,236,890.      302,850.      MT  (+/- 180 meters Scaled)
 AJ0091
 AJ0091                          SUPERSEDED SURVEY CONTROL
 AJ0091
 AJ0091  NGVD 29 (??/??/92)  144.698  (m)          474.73   (f) ADJ UNCH    2 0
 AJ0091
 AJ0091.Superseded values are not recommended for survey control.
 AJ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0091.See file dsdata.txt to determine how the superseded data were derived.
 AJ0091
 AJ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR520756(NAD 83)
 AJ0091_MARKER: DB = BENCH MARK DISK
 AJ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0091_STAMPING: N 357 1935
 AJ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0091+STABILITY: SURFACE MOTION
 AJ0091
 AJ0091  HISTORY     - Date     Condition        Report By
 AJ0091  HISTORY     - 1935     MONUMENTED       CGS
 AJ0091  HISTORY     - 1968     GOOD             USGS
 AJ0091
 AJ0091                          STATION DESCRIPTION
 AJ0091
 AJ0091'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0091'15.5 MI SE FROM FREAR.
 AJ0091'FREAR, 13.8 MILES SOUTHEAST ALONG STATE HIGHWAY 44.  THENCE 1.7 MILES
 AJ0091'SOUTHWEST ALONG COUNTY ROAD TO T-ROAD, 320 FEET SOUTHEAST ALONG COUNTY
 AJ0091'ROAD, 36 FEET SOUTHWEST OF CENTERLINE OF ROAD.  A STANDARD TABLET SET
 AJ0091'IN CONCRETE POST PROJECTING 0.4 FEET AND STAMPED N 357 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0647 ***********************************************************************
 GK0647  DESIGNATION -  N 358
 GK0647  PID         -  GK0647
 GK0647  STATE/COUNTY-  TX/MOORE
 GK0647  USGS QUAD   -  SUNRAY (1972)
 GK0647
 GK0647                         *CURRENT SURVEY CONTROL
 GK0647  ___________________________________________________________________
 GK0647* NAD 83(1986)-  36 01 25.     (N)    101 48 25.     (W)     SCALED    
 GK0647* NAVD 88     -      1066.119  (meters)    3497.76   (feet)  ADJUSTED  
 GK0647  ___________________________________________________________________
 GK0647  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 GK0647  DYNAMIC HT  -        1064.913 (meters)    3493.80  (feet)  COMP
 GK0647  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 GK0647
 GK0647  VERT ORDER  -  SECOND    CLASS 0
 GK0647
 GK0647.The horizontal coordinates were scaled from a topographic map and have
 GK0647.an estimated accuracy of +/- 6 seconds.
 GK0647
 GK0647.The orthometric height was determined by differential leveling
 GK0647.and adjusted by the National Geodetic Survey in June 1991..
 GK0647
 GK0647.The geoid height was determined by GEOID03.
 GK0647
 GK0647.The dynamic height is computed by dividing the NAVD 88
 GK0647.geopotential number by the normal gravity value computed on the
 GK0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0647.degrees latitude (g = 980.6199 gals.).
 GK0647
 GK0647.The modeled gravity was interpolated from observed gravity values.
 GK0647
 GK0647;                    North         East    Units  Estimated Accuracy
 GK0647;SPC TX N     - 1,224,540.      172,330.      MT  (+/- 180 meters Scaled)
 GK0647
 GK0647                          SUPERSEDED SURVEY CONTROL
 GK0647
 GK0647  NGVD 29 (??/??/92) 1065.620  (m)         3496.12   (f) ADJ UNCH    2 0
 GK0647
 GK0647.Superseded values are not recommended for survey control.
 GK0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0647.See file dsdata.txt to determine how the superseded data were derived.
 GK0647
 GK0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE470902(NAD 83)
 GK0647_MARKER: DB = BENCH MARK DISK
 GK0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0647_STAMPING: N 358 1943
 GK0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0647+STABILITY: SURFACE MOTION
 GK0647
 GK0647  HISTORY     - Date     Condition        Report By
 GK0647  HISTORY     - 1943     MONUMENTED       CGS
 GK0647
 GK0647                          STATION DESCRIPTION
 GK0647
 GK0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0647'1.0 MI E FROM SUNRAY.
 GK0647'THIS MARK IS ABOUT 1.0 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0647'GULF RAILWAY FROM THE STATION AT SUNRAY, MOORE COUNTY, 118.0 FEET
 GK0647'NORTHEAST OF MILEPOST 19, 2.0 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 GK0647'FENCE, 22.0 FEET NORTHWEST OF POWER POLE NUMBER 95, 47.0 FEET NORTH OF
 GK0647'THE NORTH RAIL, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0694 ***********************************************************************
 CD0694  DESIGNATION -  N 359
 CD0694  PID         -  CD0694
 CD0694  STATE/COUNTY-  TX/HUDSPETH
 CD0694  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0694
 CD0694                         *CURRENT SURVEY CONTROL
 CD0694  ___________________________________________________________________
 CD0694* NAD 83(1986)-  31 48 49.     (N)    105 40 02.     (W)     SCALED    
 CD0694* NAVD 88     -      1457.212  (meters)    4780.87   (feet)  ADJUSTED  
 CD0694  ___________________________________________________________________
 CD0694  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0694  DYNAMIC HT  -        1454.947 (meters)    4773.44  (feet)  COMP
 CD0694  MODELED GRAV-     979,033.9   (mgal)                       NAVD 88
 CD0694
 CD0694  VERT ORDER  -  FIRST     CLASS II
 CD0694
 CD0694.The horizontal coordinates were scaled from a topographic map and have
 CD0694.an estimated accuracy of +/- 6 seconds.
 CD0694
 CD0694.The orthometric height was determined by differential leveling
 CD0694.and adjusted by the National Geodetic Survey in June 1991..
 CD0694
 CD0694.The geoid height was determined by GEOID03.
 CD0694
 CD0694.The dynamic height is computed by dividing the NAVD 88
 CD0694.geopotential number by the normal gravity value computed on the
 CD0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0694.degrees latitude (g = 980.6199 gals.).
 CD0694
 CD0694.The modeled gravity was interpolated from observed gravity values.
 CD0694
 CD0694;                    North         East    Units  Estimated Accuracy
 CD0694;SPC TX C     - 3,250,120.      195,170.      MT  (+/- 180 meters Scaled)
 CD0694
 CD0694                          SUPERSEDED SURVEY CONTROL
 CD0694
 CD0694  NGVD 29 (??/??/92) 1456.559  (m)         4778.73   (f) ADJ UNCH    1 2
 CD0694
 CD0694.Superseded values are not recommended for survey control.
 CD0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0694.See file dsdata.txt to determine how the superseded data were derived.
 CD0694
 CD0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR368199(NAD 83)
 CD0694_MARKER: DB = BENCH MARK DISK
 CD0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0694_STAMPING: N 359 1943
 CD0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0694+STABILITY: SURFACE MOTION
 CD0694
 CD0694  HISTORY     - Date     Condition        Report By
 CD0694  HISTORY     - 1943     MONUMENTED       CGS
 CD0694  HISTORY     - 1976     MARK NOT FOUND   USGS
 CD0694  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0694
 CD0694                          STATION DESCRIPTION
 CD0694
 CD0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0694'51.7 MI E FROM EL PASO.
 CD0694'IN HUDSPETH COUNTY, 51.7 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0694'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 1.9 MILES WEST OF AN
 CD0694'ABANDONED SERVICE STATION AT THE JUNCTION OF A DIRT ROAD LEADING
 CD0694'SOUTH, AND 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 CD0694'DISK, STAMPED N 359 1943 AND SET IN THE TOP OF A CONCRETE POST
 CD0694'PROJECTING 10 INCHES ABOVE GROUND.
 CD0694
 CD0694                          STATION RECOVERY (1976)
 CD0694
 CD0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0694'MARK NOT FOUND.
 CD0694
 CD0694                          STATION RECOVERY (1981)
 CD0694
 CD0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1069 ***********************************************************************
 FL1069  DESIGNATION -  N 361
 FL1069  PID         -  FL1069
 FL1069  STATE/COUNTY-  TX/POTTER
 FL1069  USGS QUAD   -  AMARILLO EAST (1973)
 FL1069
 FL1069                         *CURRENT SURVEY CONTROL
 FL1069  ___________________________________________________________________
 FL1069* NAD 83(1986)-  35 12 57.     (N)    101 47 03.     (W)     SCALED    
 FL1069* NAVD 88     -      1107.453  (meters)    3633.37   (feet)  ADJUSTED  
 FL1069  ___________________________________________________________________
 FL1069  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL1069  DYNAMIC HT  -        1106.140 (meters)    3629.06  (feet)  COMP
 FL1069  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 FL1069
 FL1069  VERT ORDER  -  FIRST     CLASS II
 FL1069
 FL1069.The horizontal coordinates were scaled from a topographic map and have
 FL1069.an estimated accuracy of +/- 6 seconds.
 FL1069
 FL1069.The orthometric height was determined by differential leveling
 FL1069.and adjusted by the National Geodetic Survey in June 1991..
 FL1069
 FL1069.The geoid height was determined by GEOID03.
 FL1069
 FL1069.The dynamic height is computed by dividing the NAVD 88
 FL1069.geopotential number by the normal gravity value computed on the
 FL1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1069.degrees latitude (g = 980.6199 gals.).
 FL1069
 FL1069.The modeled gravity was interpolated from observed gravity values.
 FL1069
 FL1069;                    North         East    Units  Estimated Accuracy
 FL1069;SPC TX N     - 1,134,920.      174,130.      MT  (+/- 180 meters Scaled)
 FL1069
 FL1069                          SUPERSEDED SURVEY CONTROL
 FL1069
 FL1069  NGVD 29 (??/??/92) 1106.954  (m)         3631.73   (f) ADJ UNCH    1 2
 FL1069
 FL1069.Superseded values are not recommended for survey control.
 FL1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1069.See file dsdata.txt to determine how the superseded data were derived.
 FL1069
 FL1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE465005(NAD 83)
 FL1069_MARKER: DB = BENCH MARK DISK
 FL1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1069_SP_SET: CONCRETE POST
 FL1069_STAMPING: N 361 1943
 FL1069_MARK LOGO: CGS   
 FL1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1069+STABILITY: SURFACE MOTION
 FL1069
 FL1069  HISTORY     - Date     Condition        Report By
 FL1069  HISTORY     - 1943     MONUMENTED       CGS
 FL1069  HISTORY     - 1984     GOOD             NGS
 FL1069
 FL1069                          STATION DESCRIPTION
 FL1069
 FL1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1069'1.6 MI E FROM AMARILLO.
 FL1069'1.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AND
 FL1069'THE PANHANDLE AND SANTA FE RAILWAY FROM THE PANHANDLE AND SANTA FE
 FL1069'RAILWAY STATION AT AMARILLO, POTTER COUNTY, 0.5 MILE WEST OF A
 FL1069'CROSSING, 0.3 MILE WEST OF A YARD-LIMIT SIGN, 100 FEET WEST OF A
 FL1069'T-FENCE CORNER, 94 FEET SOUTH OF THE SOUTH RAIL OF THE C.R.I. AND P.
 FL1069'TRACK, 3 FEET NORTH OF A FENCE, AND 2 FEET EAST OF A WHITE WOODEN
 FL1069'WITNESS POST.  A STANDARD DISK, STAMPED N 361 1943 AND SET IN THE TOP
 FL1069'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FL1069
 FL1069                          STATION RECOVERY (1984)
 FL1069
 FL1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1069'RECOVERED IN GOOD CONDITION.  NOTE=THE MILEAGE WAS FOUND TO BE IN
 FL1069'ERROR, IT SHOUND BE 2.45 MILES, AND NOT 1.6 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0489 ***********************************************************************
 EN0489  DESIGNATION -  N 362
 EN0489  PID         -  EN0489
 EN0489  STATE/COUNTY-  TX/ARMSTRONG
 EN0489  USGS QUAD   -  WAYSIDE (1984)
 EN0489
 EN0489                         *CURRENT SURVEY CONTROL
 EN0489  ___________________________________________________________________
 EN0489* NAD 83(1986)-  34 51 21.     (N)    101 32 03.     (W)     SCALED    
 EN0489* NAVD 88     -       791.367  (meters)    2596.34   (feet)  ADJUSTED  
 EN0489  ___________________________________________________________________
 EN0489  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EN0489  DYNAMIC HT  -         790.408 (meters)    2593.20  (feet)  COMP
 EN0489  MODELED GRAV-     979,398.3   (mgal)                       NAVD 88
 EN0489
 EN0489  VERT ORDER  -  SECOND    CLASS 0
 EN0489
 EN0489.The horizontal coordinates were scaled from a topographic map and have
 EN0489.an estimated accuracy of +/- 6 seconds.
 EN0489
 EN0489.The orthometric height was determined by differential leveling
 EN0489.and adjusted by the National Geodetic Survey in June 1991..
 EN0489
 EN0489.The geoid height was determined by GEOID03.
 EN0489
 EN0489.The dynamic height is computed by dividing the NAVD 88
 EN0489.geopotential number by the normal gravity value computed on the
 EN0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0489.degrees latitude (g = 980.6199 gals.).
 EN0489
 EN0489.The modeled gravity was interpolated from observed gravity values.
 EN0489
 EN0489;                    North         East    Units  Estimated Accuracy
 EN0489;SPC TX N     - 1,094,950.      196,880.      MT  (+/- 180 meters Scaled)
 EN0489
 EN0489                          SUPERSEDED SURVEY CONTROL
 EN0489
 EN0489  NGVD 29 (??/??/92)  790.910  (m)         2594.84   (f) ADJ UNCH    2 0
 EN0489
 EN0489.Superseded values are not recommended for survey control.
 EN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0489.See file dsdata.txt to determine how the superseded data were derived.
 EN0489
 EN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD683599(NAD 83)
 EN0489_MARKER: DB = BENCH MARK DISK
 EN0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0489_SP_SET: SHRUB
 EN0489_STAMPING: N 362 1943
 EN0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0489
 EN0489  HISTORY     - Date     Condition        Report By
 EN0489  HISTORY     - 1943     MONUMENTED       CGS
 EN0489  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0489
 EN0489                          STATION DESCRIPTION
 EN0489
 EN0489'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0489'30 MI SE FROM CANYON.
 EN0489'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0489'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 10.0 MILES EAST
 EN0489'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  0.8 MILE
 EN0489'EAST OF OLD HOME RANCH CAMP, ALONG A WAGON ROAD LEADING EAST TO THE
 EN0489'HEDGECOPE PASTURE, AT A FORK IN THE ROAD, 85 FEET WEST OF THE
 EN0489'CENTERLINE OF THE WAGON ROAD, IN THE EAST SIDE OF THE CENTER TRUNK OF
 EN0489'A CEDAR SHRUB, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 EN0489'STAMPED N 362 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0265 ***********************************************************************
 FL0265  DESIGNATION -  N 363
 FL0265  PID         -  FL0265
 FL0265  STATE/COUNTY-  TX/WHEELER
 FL0265  USGS QUAD   -  PAKAN (1976)
 FL0265
 FL0265                         *CURRENT SURVEY CONTROL
 FL0265  ___________________________________________________________________
 FL0265* NAD 83(1986)-  35 16 12.     (N)    100 26 57.     (W)     SCALED    
 FL0265* NAVD 88     -       814.225  (meters)    2671.34   (feet)  ADJUSTED  
 FL0265  ___________________________________________________________________
 FL0265  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL0265  DYNAMIC HT  -         813.365 (meters)    2668.51  (feet)  COMP
 FL0265  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 FL0265
 FL0265  VERT ORDER  -  SECOND    CLASS 0
 FL0265
 FL0265.The horizontal coordinates were scaled from a topographic map and have
 FL0265.an estimated accuracy of +/- 6 seconds.
 FL0265
 FL0265.The orthometric height was determined by differential leveling
 FL0265.and adjusted by the National Geodetic Survey in June 1991..
 FL0265
 FL0265.The geoid height was determined by GEOID03.
 FL0265
 FL0265.The dynamic height is computed by dividing the NAVD 88
 FL0265.geopotential number by the normal gravity value computed on the
 FL0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0265.degrees latitude (g = 980.6199 gals.).
 FL0265
 FL0265.The modeled gravity was interpolated from observed gravity values.
 FL0265
 FL0265;                    North         East    Units  Estimated Accuracy
 FL0265;SPC TX N     - 1,141,400.      295,600.      MT  (+/- 180 meters Scaled)
 FL0265
 FL0265                          SUPERSEDED SURVEY CONTROL
 FL0265
 FL0265  NGVD 29 (??/??/92)  813.917  (m)         2670.33   (f) ADJ UNCH    2 0
 FL0265
 FL0265.Superseded values are not recommended for survey control.
 FL0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0265.See file dsdata.txt to determine how the superseded data were derived.
 FL0265
 FL0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE681039(NAD 83)
 FL0265_MARKER: DB = BENCH MARK DISK
 FL0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0265_STAMPING: N 363 1943
 FL0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0265+STABILITY: SURFACE MOTION
 FL0265
 FL0265  HISTORY     - Date     Condition        Report By
 FL0265  HISTORY     - 1943     MONUMENTED       CGS
 FL0265
 FL0265                          STATION DESCRIPTION
 FL0265
 FL0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0265'9.0 MI NW FROM LELA.
 FL0265'3.0 MILES NORTH AND 6.0 MILES WEST ALONG GRADED DIRT ROADS FROM THE
 FL0265'POST OFFICE AT LELA, NEAR THE SUMMIT OF A HILL, AT THE JUNCTION OF A
 FL0265'ROAD LEADING NORTH, 31 FEET EAST OF THE PROLONGATION OF THE CENTERLINE
 FL0265'OF THE SIDE ROAD, 27 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, AT
 FL0265'A 7-FOOT OFF-SET IN THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF THE
 FL0265'EAST-AND-WEST FENCE LINE, 2 FEET EAST OF THE NORTH-AND-SOUTH OFFSET,
 FL0265'AND 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK,
 FL0265'STAMPED N 363 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FL0265'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0236 ***********************************************************************
 CV0236  DESIGNATION -  N 364
 CV0236  PID         -  CV0236
 CV0236  STATE/COUNTY-  TX/GAINES
 CV0236  USGS QUAD   -  DENVER CITY (1971)
 CV0236
 CV0236                         *CURRENT SURVEY CONTROL
 CV0236  ___________________________________________________________________
 CV0236* NAD 83(1986)-  32 56 39.     (N)    102 47 23.     (W)     SCALED    
 CV0236* NAVD 88     -      1071.899  (meters)    3516.72   (feet)  ADJUSTED  
 CV0236  ___________________________________________________________________
 CV0236  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 CV0236  DYNAMIC HT  -        1070.468 (meters)    3512.03  (feet)  COMP
 CV0236  MODELED GRAV-     979,265.0   (mgal)                       NAVD 88
 CV0236
 CV0236  VERT ORDER  -  SECOND    CLASS 0
 CV0236
 CV0236.The horizontal coordinates were scaled from a topographic map and have
 CV0236.an estimated accuracy of +/- 6 seconds.
 CV0236
 CV0236.The orthometric height was determined by differential leveling
 CV0236.and adjusted by the National Geodetic Survey in June 1991..
 CV0236
 CV0236.The geoid height was determined by GEOID03.
 CV0236
 CV0236.The dynamic height is computed by dividing the NAVD 88
 CV0236.geopotential number by the normal gravity value computed on the
 CV0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0236.degrees latitude (g = 980.6199 gals.).
 CV0236
 CV0236.The modeled gravity was interpolated from observed gravity values.
 CV0236
 CV0236;                    North         East    Units  Estimated Accuracy
 CV0236;SPC TXNC     - 2,149,850.      199,020.      MT  (+/- 180 meters Scaled)
 CV0236
 CV0236                          SUPERSEDED SURVEY CONTROL
 CV0236
 CV0236  NGVD 29 (??/??/92) 1071.545  (m)         3515.56   (f) ADJ UNCH    2 0
 CV0236
 CV0236.Superseded values are not recommended for survey control.
 CV0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0236.See file dsdata.txt to determine how the superseded data were derived.
 CV0236
 CV0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS066472(NAD 83)
 CV0236_MARKER: DB = BENCH MARK DISK
 CV0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0236_SP_SET: CULVERT
 CV0236_STAMPING: N 364 1943
 CV0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0236
 CV0236  HISTORY     - Date     Condition        Report By
 CV0236  HISTORY     - 1943     MONUMENTED       CGS
 CV0236  HISTORY     - 1964     GOOD
 CV0236  HISTORY     - 1973     GOOD             NGS
 CV0236
 CV0236                          STATION DESCRIPTION
 CV0236
 CV0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0236'3.5 MI SE FROM DENVER CITY.
 CV0236'IN GAINES COUNTY, 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 214 FROM THE
 CV0236'POST OFFICE AT DENVER CITY, YOAKUM COUNTY, THENCE 1.1 MILES EAST ALONG
 CV0236'STATE HIGHWAY 328.  0.15 MILE EAST OF A ROAD LEADING NORTH, 21.5 FEET
 CV0236'NORTH OF THE CENTERLINE OF THE HIGHWAY, AT A 15-FOOT CULVERT, IN THE
 CV0236'TOP OF THE WEST END OF THE NORTH HEADWALL, AND ABOUT 6 INCHES HIGHER
 CV0236'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 364 1943.
 CV0236
 CV0236                          STATION RECOVERY (1964)
 CV0236
 CV0236'RECOVERED 1964
 CV0236'HWY NO. 328 IS NOW HWY NO. 83.
 CV0236
 CV0236                          STATION RECOVERY (1973)
 CV0236
 CV0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CV0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0237 ***********************************************************************
 CV0237  DESIGNATION -  N 364 RESET 1973
 CV0237  PID         -  CV0237
 CV0237  STATE/COUNTY-  TX/YOAKUM
 CV0237  USGS QUAD   -  DENVER CITY (1971)
 CV0237
 CV0237                         *CURRENT SURVEY CONTROL
 CV0237  ___________________________________________________________________
 CV0237* NAD 83(1986)-  32 56 39.     (N)    102 47 23.     (W)     SCALED    
 CV0237* NAVD 88     -      1071.72   (+/-2cm)    3516.1    (feet)  VERTCON   
 CV0237  ___________________________________________________________________
 CV0237  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 CV0237
 CV0237  VERT ORDER  -  THIRD (See Below)
 CV0237
 CV0237.The horizontal coordinates were scaled from a topographic map and have
 CV0237.an estimated accuracy of +/- 6 seconds.
 CV0237
 CV0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0237.The vertical order pertains to the NGVD 29 superseded value.
 CV0237
 CV0237.The geoid height was determined by GEOID03.
 CV0237
 CV0237;                    North         East    Units  Estimated Accuracy
 CV0237;SPC TXNC     - 2,149,850.      199,020.      MT  (+/- 180 meters Scaled)
 CV0237
 CV0237                          SUPERSEDED SURVEY CONTROL
 CV0237
 CV0237  NGVD 29 (01/29/03) 1071.37   (m)         3515.0    (f) RESET       3  
 CV0237
 CV0237.Superseded values are not recommended for survey control.
 CV0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0237.See file dsdata.txt to determine how the superseded data were derived.
 CV0237
 CV0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS066472(NAD 83)
 CV0237_MARKER: DB = BENCH MARK DISK
 CV0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0237_SP_SET: CULVERT
 CV0237_STAMPING: N 364 RESET 1973
 CV0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0237
 CV0237  HISTORY     - Date     Condition        Report By
 CV0237  HISTORY     - 1973     MONUMENTED       NGS
 CV0237  HISTORY     - 1975     GOOD             NGS
 CV0237
 CV0237                          STATION DESCRIPTION
 CV0237
 CV0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 CV0237'2.5 MI SE FROM DENVER CITY.
 CV0237'FROM THE INTERSECTION OF STATE HIGHWAYS 83 AND 214, WHICH IS LOCATED
 CV0237'ABOUT 1 MILE SOUTH OF DENVER CITY.  GO EAST ON STATE HIGHWAY 83 FOR
 CV0237'1.1 MILES TO CULVERT AND MARK IN THE NORTH HEADWALL OF CULVERT.
 CV0237'STANDARD BENCH MARK DISK, SET IN THE APPROXIMATE CENTER OF THE NORTH
 CV0237'HEADWALL OF CONCRETE CULVERT, ABOUT THE SAME ELEVATION AS THE ROAD-BED
 CV0237'OF HIGHWAY AND IS STAMPED N 364 RESET 1973.  IT IS 27 FEET NORTH OF
 CV0237'THE CENTER-LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0158 ***********************************************************************
 DQ0158  DESIGNATION -  N 365
 DQ0158  PID         -  DQ0158
 DQ0158  STATE/COUNTY-  TX/YOAKUM
 DQ0158  USGS QUAD   -  TOKIO NW (1970)
 DQ0158
 DQ0158                         *CURRENT SURVEY CONTROL
 DQ0158  ___________________________________________________________________
 DQ0158* NAD 83(1986)-  33 10 54.     (N)    102 42 40.     (W)     SCALED    
 DQ0158* NAVD 88     -      1101.965  (meters)    3615.36   (feet)  ADJUSTED  
 DQ0158  ___________________________________________________________________
 DQ0158  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DQ0158  DYNAMIC HT  -        1100.497 (meters)    3610.55  (feet)  COMP
 DQ0158  MODELED GRAV-     979,266.9   (mgal)                       NAVD 88
 DQ0158
 DQ0158  VERT ORDER  -  SECOND    CLASS 0
 DQ0158
 DQ0158.The horizontal coordinates were scaled from a topographic map and have
 DQ0158.an estimated accuracy of +/- 6 seconds.
 DQ0158
 DQ0158.The orthometric height was determined by differential leveling
 DQ0158.and adjusted by the National Geodetic Survey in June 1991..
 DQ0158
 DQ0158.The geoid height was determined by GEOID03.
 DQ0158
 DQ0158.The dynamic height is computed by dividing the NAVD 88
 DQ0158.geopotential number by the normal gravity value computed on the
 DQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0158.degrees latitude (g = 980.6199 gals.).
 DQ0158
 DQ0158.The modeled gravity was interpolated from observed gravity values.
 DQ0158
 DQ0158;                    North         East    Units  Estimated Accuracy
 DQ0158;SPC TXNC     - 2,175,870.      207,420.      MT  (+/- 180 meters Scaled)
 DQ0158
 DQ0158                          SUPERSEDED SURVEY CONTROL
 DQ0158
 DQ0158  NGVD 29 (??/??/92) 1101.556  (m)         3614.02   (f) ADJ UNCH    2 0
 DQ0158
 DQ0158.Superseded values are not recommended for survey control.
 DQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0158.See file dsdata.txt to determine how the superseded data were derived.
 DQ0158
 DQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS134737(NAD 83)
 DQ0158_MARKER: DB = BENCH MARK DISK
 DQ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0158_STAMPING: N 365 1943
 DQ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0158+STABILITY: SURFACE MOTION
 DQ0158
 DQ0158  HISTORY     - Date     Condition        Report By
 DQ0158  HISTORY     - 1943     MONUMENTED       CGS
 DQ0158  HISTORY     - 1971     MARK NOT FOUND   NGS
 DQ0158
 DQ0158                          STATION DESCRIPTION
 DQ0158
 DQ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0158'7.0 MI E FROM PLAINS.
 DQ0158'7.0 MILES EAST ALONG U. S. HIGHWAY 380 AND 62 FROM THE COURTHOUSE AT
 DQ0158'PLAINS, YOAKUM COUNTY, ACROSS THE HIGHWAY FROM A POWER TRANSMISSION
 DQ0158'LINE POLE, 53 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 49 FEET
 DQ0158'NORTH OF A FENCE PARALLELING THE HIGHWAY, 2 FEET NORTH OF A WHITE
 DQ0158'WOODEN WITNESS POST, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 DQ0158'DISK, STAMPED N 365 1943 AND SET IN THE TOP OF A CONCRETE POST.
 DQ0158
 DQ0158                          STATION RECOVERY (1971)
 DQ0158
 DQ0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DQ0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0141 ***********************************************************************
 DQ0141  DESIGNATION -  N 366
 DQ0141  PID         -  DQ0141
 DQ0141  STATE/COUNTY-  TX/COCHRAN
 DQ0141  USGS QUAD   -  WEST OF SUNDOWN (1965)
 DQ0141
 DQ0141                         *CURRENT SURVEY CONTROL
 DQ0141  ___________________________________________________________________
 DQ0141* NAD 83(1986)-  33 26 10.     (N)    102 36 44.     (W)     SCALED    
 DQ0141* NAVD 88     -      1109.125  (meters)    3638.85   (feet)  ADJUSTED  
 DQ0141  ___________________________________________________________________
 DQ0141  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 DQ0141  DYNAMIC HT  -        1107.671 (meters)    3634.08  (feet)  COMP
 DQ0141  MODELED GRAV-     979,287.4   (mgal)                       NAVD 88
 DQ0141
 DQ0141  VERT ORDER  -  SECOND    CLASS 0
 DQ0141
 DQ0141.The horizontal coordinates were scaled from a topographic map and have
 DQ0141.an estimated accuracy of +/- 6 seconds.
 DQ0141
 DQ0141.The orthometric height was determined by differential leveling
 DQ0141.and adjusted by the National Geodetic Survey in June 1991..
 DQ0141
 DQ0141.The geoid height was determined by GEOID03.
 DQ0141
 DQ0141.The dynamic height is computed by dividing the NAVD 88
 DQ0141.geopotential number by the normal gravity value computed on the
 DQ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0141.degrees latitude (g = 980.6199 gals.).
 DQ0141
 DQ0141.The modeled gravity was interpolated from observed gravity values.
 DQ0141
 DQ0141;                    North         East    Units  Estimated Accuracy
 DQ0141;SPC TXNC     - 2,203,700.      217,740.      MT  (+/- 180 meters Scaled)
 DQ0141
 DQ0141                          SUPERSEDED SURVEY CONTROL
 DQ0141
 DQ0141  NGVD 29 (??/??/92) 1108.730  (m)         3637.56   (f) ADJ UNCH    2 0
 DQ0141
 DQ0141.Superseded values are not recommended for survey control.
 DQ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0141.See file dsdata.txt to determine how the superseded data were derived.
 DQ0141
 DQ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT219021(NAD 83)
 DQ0141_MARKER: DB = BENCH MARK DISK
 DQ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0141_STAMPING: N 366 1943
 DQ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0141+STABILITY: SURFACE MOTION
 DQ0141
 DQ0141  HISTORY     - Date     Condition        Report By
 DQ0141  HISTORY     - 1943     MONUMENTED       CGS
 DQ0141
 DQ0141                          STATION DESCRIPTION
 DQ0141
 DQ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0141'11.4 MI S FROM WHITEFACE.
 DQ0141'THIS MARK IS ABOUT 11.4 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0141'RAILWAY STATION AT WHITEFACE, COCHRAN COUNTY, SET AT A ROAD RUNNING
 DQ0141'EAST, 1.0 FOOT WEST OF A FENCE RUNNING PARALLEL WITH THE ROAD, 53.5
 DQ0141'FEET NORTH OF THE CENTER LINE OF THE ROAD RUNNING EAST, 22.0 FEET EAST
 DQ0141'OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 6-INCHES ABOVE THE
 DQ0141'GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0202 ***********************************************************************
 DQ0202  DESIGNATION -  N 367
 DQ0202  PID         -  DQ0202
 DQ0202  STATE/COUNTY-  TX/COCHRAN
 DQ0202  USGS QUAD   -  MORTON (1971)
 DQ0202
 DQ0202                         *CURRENT SURVEY CONTROL
 DQ0202  ___________________________________________________________________
 DQ0202* NAD 83(1986)-  33 44 34.     (N)    102 45 32.     (W)     SCALED    
 DQ0202* NAVD 88     -      1145.706  (meters)    3758.87   (feet)  POSTED    
 DQ0202  ___________________________________________________________________
 DQ0202  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 DQ0202  DYNAMIC HT  -        1144.200 (meters)    3753.93  (feet)  COMP
 DQ0202  MODELED GRAV-     979,285.6   (mgal)                       NAVD 88
 DQ0202
 DQ0202  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DQ0202
 DQ0202.The horizontal coordinates were scaled from a topographic map and have
 DQ0202.an estimated accuracy of +/- 6 seconds.
 DQ0202
 DQ0202.The orthometric height was determined by differential leveling
 DQ0202.and adjusted by the National Geodetic Survey in 1992..
 DQ0202.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DQ0202.rate of 2.1 thru 3.0 mm/km.
 DQ0202
 DQ0202.The geoid height was determined by GEOID03.
 DQ0202
 DQ0202.The dynamic height is computed by dividing the NAVD 88
 DQ0202.geopotential number by the normal gravity value computed on the
 DQ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0202.degrees latitude (g = 980.6199 gals.).
 DQ0202
 DQ0202.The modeled gravity was interpolated from observed gravity values.
 DQ0202
 DQ0202;                    North         East    Units  Estimated Accuracy
 DQ0202;SPC TXNC     - 2,238,220.      205,490.      MT  (+/- 180 meters Scaled)
 DQ0202
 DQ0202                          SUPERSEDED SURVEY CONTROL
 DQ0202
 DQ0202  NGVD 29 (??/??/92) 1145.260  (m)         3757.41   (f) ADJ UNCH    2 0
 DQ0202
 DQ0202.Superseded values are not recommended for survey control.
 DQ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0202.See file dsdata.txt to determine how the superseded data were derived.
 DQ0202
 DQ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT076358(NAD 83)
 DQ0202_MARKER: DB = BENCH MARK DISK
 DQ0202_SETTING: 0 = UNSPECIFIED SETTING
 DQ0202_STAMPING: N 367 1943
 DQ0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0202
 DQ0202  HISTORY     - Date     Condition        Report By
 DQ0202  HISTORY     - 1943     MONUMENTED       CGS
 DQ0202  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0202
 DQ0202                          STATION DESCRIPTION
 DQ0202
 DQ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0202'1.2 MI N FROM MORTON.
 DQ0202'THIS MARK IS ABOUT 1.2 MI. N. ALONG STATE HIGHWAY 214 FROM THE COURT
 DQ0202'HOUSE AT MORTON, COCHRAN COUNTY, SET AT THE T JUNCTION OF A DIRT ROAD
 DQ0202'RUNNING W., AND NEAR THE S.E. CORNER OF A FENCE, 3 FEET W. OF A POWER
 DQ0202'POLE, 2 FEET N. OF A FENCE RUNNING E-W, 25 FEET N. OF THE CENTERLINE
 DQ0202'OF THE ROAD RUNNING W., 62 FEET W. OF THE CENTERLINE OF THE HIGHWAY,
 DQ0202'PROJECTION ABOUT 7 INCHES ABOVE THE GROUND, 2 FEET S.E. OF A WHITE
 DQ0202'REFERENCE POST.
 DQ0202
 DQ0202                          STATION RECOVERY (1971)
 DQ0202
 DQ0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0073 ***********************************************************************
 GL0073  DESIGNATION -  N 369
 GL0073  PID         -  GL0073
 GL0073  STATE/COUNTY-  TX/MOORE
 GL0073  USGS QUAD   -  EXUM (1965)
 GL0073
 GL0073                         *CURRENT SURVEY CONTROL
 GL0073  ___________________________________________________________________
 GL0073* NAD 83(1986)-  36 01 34.     (N)    102 10 57.     (W)     SCALED    
 GL0073* NAVD 88     -      1160.661  (meters)    3807.94   (feet)  ADJUSTED  
 GL0073  ___________________________________________________________________
 GL0073  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 GL0073  DYNAMIC HT  -        1159.326 (meters)    3803.56  (feet)  COMP
 GL0073  MODELED GRAV-     979,442.6   (mgal)                       NAVD 88
 GL0073
 GL0073  VERT ORDER  -  SECOND    CLASS 0
 GL0073
 GL0073.The horizontal coordinates were scaled from a topographic map and have
 GL0073.an estimated accuracy of +/- 6 seconds.
 GL0073
 GL0073.The orthometric height was determined by differential leveling
 GL0073.and adjusted by the National Geodetic Survey in June 1991..
 GL0073
 GL0073.The geoid height was determined by GEOID03.
 GL0073
 GL0073.The dynamic height is computed by dividing the NAVD 88
 GL0073.geopotential number by the normal gravity value computed on the
 GL0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0073.degrees latitude (g = 980.6199 gals.).
 GL0073
 GL0073.The modeled gravity was interpolated from observed gravity values.
 GL0073
 GL0073;                    North         East    Units  Estimated Accuracy
 GL0073;SPC TX N     - 1,224,990.      138,490.      MT  (+/- 180 meters Scaled)
 GL0073
 GL0073                          SUPERSEDED SURVEY CONTROL
 GL0073
 GL0073.No superseded survey control is available for this station.
 GL0073
 GL0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV538905(NAD 83)
 GL0073_MARKER: DB = BENCH MARK DISK
 GL0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0073_STAMPING: N 369 1943
 GL0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0073+STABILITY: SURFACE MOTION
 GL0073
 GL0073  HISTORY     - Date     Condition        Report By
 GL0073  HISTORY     - 1943     MONUMENTED       CGS
 GL0073  HISTORY     - 1945     GOOD             LOCENG
 GL0073
 GL0073                          STATION DESCRIPTION
 GL0073
 GL0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0073'10.3 MI W FROM ETTER.
 GL0073'10.3 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0073'ETTER.  SET BY MILE POST NUMBER 40.  ABOUT 5 RAILS EAST OF THREE--FOUR
 GL0073'FOOT TIN CORRIGATED CULVERTS, 77.7 FEET NORTH OF THE MILE POST, 35
 GL0073'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 12.8 FEET SOUTH OF THE
 GL0073'RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF THE REFERENCE POST.
 GL0073
 GL0073                          STATION RECOVERY (1945)
 GL0073
 GL0073'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 GL0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0187 ***********************************************************************
 AO0187  DESIGNATION -  N 37
 AO0187  PID         -  AO0187
 AO0187  STATE/COUNTY-  TX/FRIO
 AO0187  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0187
 AO0187                         *CURRENT SURVEY CONTROL
 AO0187  ___________________________________________________________________
 AO0187* NAD 83(1986)-  28 49 03.     (N)    099 07 06.     (W)     SCALED    
 AO0187* NAVD 88     -       170.784  (meters)     560.31   (feet)  ADJUSTED  
 AO0187  ___________________________________________________________________
 AO0187  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AO0187  DYNAMIC HT  -         170.535 (meters)     559.50  (feet)  COMP
 AO0187  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 AO0187
 AO0187  VERT ORDER  -  FIRST     CLASS II
 AO0187
 AO0187.The horizontal coordinates were scaled from a topographic map and have
 AO0187.an estimated accuracy of +/- 6 seconds.
 AO0187
 AO0187.The orthometric height was determined by differential leveling
 AO0187.and adjusted by the National Geodetic Survey in June 1991..
 AO0187
 AO0187.The geoid height was determined by GEOID03.
 AO0187
 AO0187.The dynamic height is computed by dividing the NAVD 88
 AO0187.geopotential number by the normal gravity value computed on the
 AO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0187.degrees latitude (g = 980.6199 gals.).
 AO0187
 AO0187.The modeled gravity was interpolated from observed gravity values.
 AO0187
 AO0187;                    North         East    Units  Estimated Accuracy
 AO0187;SPC TXSC     - 4,109,080.      588,450.      MT  (+/- 180 meters Scaled)
 AO0187
 AO0187                          SUPERSEDED SURVEY CONTROL
 AO0187
 AO0187  NGVD 29 (??/??/92)  170.661  (m)          559.91   (f) ADJ UNCH    1 2
 AO0187
 AO0187.Superseded values are not recommended for survey control.
 AO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0187.See file dsdata.txt to determine how the superseded data were derived.
 AO0187
 AO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS884877(NAD 83)
 AO0187_MARKER: DB = BENCH MARK DISK
 AO0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0187_SP_SET: STONE POST
 AO0187_STAMPING: N 37 1917 ELEV 560.078 FT
 AO0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0187+STABILITY: SURFACE MOTION
 AO0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0187+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AO0187
 AO0187  HISTORY     - Date     Condition        Report By
 AO0187  HISTORY     - 1917     MONUMENTED       CGS
 AO0187  HISTORY     - 1956     GOOD             NGS
 AO0187  HISTORY     - 1988     GOOD             USPSQD
 AO0187  HISTORY     - 19960806 GOOD             USPSQD
 AO0187  HISTORY     - 19980204 GOOD             USPSQD
 AO0187  HISTORY     - 20030524 GOOD             USPSQD
 AO0187  HISTORY     - 20050521 GOOD             USPSQD
 AO0187
 AO0187                          STATION DESCRIPTION
 AO0187
 AO0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0187'5.2 MI S FROM PEARSALL.
 AO0187'5.2 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0187'FROM THE STATION AT PEARSALL, 0.25 MILE SOUTH OF A ROAD CROSSING,
 AO0187'102.5 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 35.7 FEET EAST
 AO0187'OF THE EAST RAIL, 12.3 FEET SOUTH OF MILEPOST 318, IN LINE WITH A ROW
 AO0187'OF TELEPHONE POLES, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF
 AO0187'A STONE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AO0187
 AO0187                          STATION RECOVERY (1988)
 AO0187
 AO0187'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0187'RECOVERED IN GOOD CONDITION.
 AO0187
 AO0187                          STATION RECOVERY (1996)
 AO0187
 AO0187'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0187'RECOVERED IN GOOD CONDITION.
 AO0187
 AO0187                          STATION RECOVERY (1998)
 AO0187
 AO0187'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0187'RECOVERED IN GOOD CONDITION.
 AO0187
 AO0187                          STATION RECOVERY (2003)
 AO0187
 AO0187'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0187'RECOVERED IN GOOD CONDITION.
 AO0187
 AO0187                          STATION RECOVERY (2005)
 AO0187
 AO0187'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AO0187'MILE POSTS AND TELEPHONE POLES NO LONGER EXIST. US HIGHWAY 81 IS NOW
 AO0187'CALLED STATE HIGHWAY 581.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0115 ***********************************************************************
 FM0115  DESIGNATION -  N 371
 FM0115  PID         -  FM0115
 FM0115  STATE/COUNTY-  TX/MOORE
 FM0115  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0115
 FM0115                         *CURRENT SURVEY CONTROL
 FM0115  ___________________________________________________________________
 FM0115* NAD 83(1986)-  35 51 56.     (N)    102 01 03.     (W)     SCALED    
 FM0115* NAVD 88     -      1125.910  (meters)    3693.92   (feet)  POSTED    
 FM0115  ___________________________________________________________________
 FM0115  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FM0115  DYNAMIC HT  -        1124.600 (meters)    3689.63  (feet)  COMP
 FM0115  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 FM0115
 FM0115  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FM0115
 FM0115.The horizontal coordinates were scaled from a topographic map and have
 FM0115.an estimated accuracy of +/- 6 seconds.
 FM0115
 FM0115.The orthometric height was determined by differential leveling
 FM0115.and adjusted by the National Geodetic Survey in 1992..
 FM0115.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FM0115.rate of 4.1 thru 8.0 mm/km.
 FM0115
 FM0115.The geoid height was determined by GEOID03.
 FM0115
 FM0115.The dynamic height is computed by dividing the NAVD 88
 FM0115.geopotential number by the normal gravity value computed on the
 FM0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0115.degrees latitude (g = 980.6199 gals.).
 FM0115
 FM0115.The modeled gravity was interpolated from observed gravity values.
 FM0115
 FM0115;                    North         East    Units  Estimated Accuracy
 FM0115;SPC TX N     - 1,207,080.      153,260.      MT  (+/- 180 meters Scaled)
 FM0115
 FM0115                          SUPERSEDED SURVEY CONTROL
 FM0115
 FM0115  NGVD 29 (??/??/92) 1125.348  (m)         3692.08   (f) ADJ UNCH    2 0
 FM0115
 FM0115.Superseded values are not recommended for survey control.
 FM0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0115.See file dsdata.txt to determine how the superseded data were derived.
 FM0115
 FM0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV693731(NAD 83)
 FM0115_MARKER: DB = BENCH MARK DISK
 FM0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0115_SP_SET: BRIDGE
 FM0115_STAMPING: N 371 1943
 FM0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0115+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0115
 FM0115  HISTORY     - Date     Condition        Report By
 FM0115  HISTORY     - 1943     MONUMENTED       CGS
 FM0115  HISTORY     - 20040805 GOOD             USPSQD
 FM0115
 FM0115                          STATION DESCRIPTION
 FM0115
 FM0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0115'2.9 MI W FROM DUMAS.
 FM0115'2.9 MILES WEST ALONG U.S. HIGHWAY NUMBER 87 FROM THE COURTHOUSE AT
 FM0115'DUMAS.  SET IN THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE
 FM0115'BRIDGE.  22.0 FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY, 1.4 FEET
 FM0115'EAST OF THE WEST END OF THE CONCRETE HEADWALL OF THE BRIDGE.
 FM0115
 FM0115                          STATION RECOVERY (2004)
 FM0115
 FM0115'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0116 ***********************************************************************
 FM0116  DESIGNATION -  N 371 RESET 1975
 FM0116  PID         -  FM0116
 FM0116  STATE/COUNTY-  TX/MOORE
 FM0116  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0116
 FM0116                         *CURRENT SURVEY CONTROL
 FM0116  ___________________________________________________________________
 FM0116* NAD 83(1986)-  35 51 57.     (N)    102 01 03.     (W)     SCALED    
 FM0116* NAVD 88     -      1125.57   (+/-2cm)    3692.8    (feet)  VERTCON   
 FM0116  ___________________________________________________________________
 FM0116  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FM0116
 FM0116  VERT ORDER  -  THIRD (See Below)
 FM0116
 FM0116.The horizontal coordinates were scaled from a topographic map and have
 FM0116.an estimated accuracy of +/- 6 seconds.
 FM0116
 FM0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0116.The vertical order pertains to the NGVD 29 superseded value.
 FM0116
 FM0116.The geoid height was determined by GEOID03.
 FM0116
 FM0116;                    North         East    Units  Estimated Accuracy
 FM0116;SPC TX N     - 1,207,120.      153,260.      MT  (+/- 180 meters Scaled)
 FM0116
 FM0116                          SUPERSEDED SURVEY CONTROL
 FM0116
 FM0116  NGVD 29 (01/29/03) 1125.01   (m)         3691.0    (f) RESET       3  
 FM0116
 FM0116.Superseded values are not recommended for survey control.
 FM0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0116.See file dsdata.txt to determine how the superseded data were derived.
 FM0116
 FM0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV692731(NAD 83)
 FM0116_MARKER: DB = BENCH MARK DISK
 FM0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0116_SP_SET: CULVERT
 FM0116_STAMPING: N 371 RESET 1975
 FM0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0116+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0116
 FM0116  HISTORY     - Date     Condition        Report By
 FM0116  HISTORY     - 1975     MONUMENTED       NGS
 FM0116  HISTORY     - 20040805 GOOD             USPSQD
 FM0116
 FM0116                          STATION DESCRIPTION
 FM0116
 FM0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FM0116'2.5 MI W FROM DUMAS.
 FM0116'FROM THE INTERSECTION OF U.S. HIGHWAYS 87 AND 287 IN DUMAS, GO WEST ON
 FM0116'U.S. HIGHWAY 87 FOR 2.5 MILES TO CULVERT AND MARK ON THE RIGHT.
 FM0116'STANDARD BENCH MARK DISK, SET IN A DRILL HOLE, IN THE NORTH HEADWALL
 FM0116'OF CULVERT.  ITS SET IN THE CENTER OF HEADWALL, 43 FEET NORTH OF THE
 FM0116'CENTER-LINE HIGHWAY AND ABOUT THE SAME ELEVATION OF ROAD-BED OF
 FM0116'HIGHWAY.
 FM0116
 FM0116                          STATION RECOVERY (2004)
 FM0116
 FM0116'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0560 ***********************************************************************
 GK0560  DESIGNATION -  N 372
 GK0560  PID         -  GK0560
 GK0560  STATE/COUNTY-  TX/SHERMAN
 GK0560  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0560
 GK0560                         *CURRENT SURVEY CONTROL
 GK0560  ___________________________________________________________________
 GK0560* NAD 83(1986)-  36 08 24.     (N)    101 55 20.     (W)     SCALED    
 GK0560* NAVD 88     -      1080.763  (meters)    3545.80   (feet)  ADJUSTED  
 GK0560  ___________________________________________________________________
 GK0560  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 GK0560  DYNAMIC HT  -        1079.550 (meters)    3541.82  (feet)  COMP
 GK0560  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 GK0560
 GK0560  VERT ORDER  -  SECOND    CLASS 0
 GK0560
 GK0560.The horizontal coordinates were scaled from a topographic map and have
 GK0560.an estimated accuracy of +/- 6 seconds.
 GK0560
 GK0560.The orthometric height was determined by differential leveling
 GK0560.and adjusted by the National Geodetic Survey in June 1991..
 GK0560
 GK0560.The geoid height was determined by GEOID03.
 GK0560
 GK0560.The dynamic height is computed by dividing the NAVD 88
 GK0560.geopotential number by the normal gravity value computed on the
 GK0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0560.degrees latitude (g = 980.6199 gals.).
 GK0560
 GK0560.The modeled gravity was interpolated from observed gravity values.
 GK0560
 GK0560;                    North         East    Units  Estimated Accuracy
 GK0560;SPC TX N     - 1,237,490.      162,000.      MT  (+/- 180 meters Scaled)
 GK0560
 GK0560                          SUPERSEDED SURVEY CONTROL
 GK0560
 GK0560  NGVD 29 (??/??/92) 1080.258  (m)         3544.15   (f) ADJ UNCH    2 0
 GK0560
 GK0560.Superseded values are not recommended for survey control.
 GK0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0560.See file dsdata.txt to determine how the superseded data were derived.
 GK0560
 GK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF370034(NAD 83)
 GK0560_MARKER: DB = BENCH MARK DISK
 GK0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0560_STAMPING: N 372 1943
 GK0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0560+STABILITY: SURFACE MOTION
 GK0560
 GK0560  HISTORY     - Date     Condition        Report By
 GK0560  HISTORY     - 1943     MONUMENTED       CGS
 GK0560  HISTORY     - 1952     GOOD             NGS
 GK0560
 GK0560                          STATION DESCRIPTION
 GK0560
 GK0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0560'13.8 MI NE FROM ETTER.
 GK0560'7.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT ETTER,
 GK0560'THENCE 6.0 MILES EAST ALONG A NEW FARM TO MARKET ROAD, 244 FEET EAST
 GK0560'OF THE SOUTHEAST CORNER OF A FARMHOUSE, 77 FEET NORTH OF THE CENTER
 GK0560'LINE OF THE ROAD, 63 FEET SOUTH OF THE SOUTHEAST CORNER OF A LARGE
 GK0560'SHEET METAL BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 GK0560'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0502 ***********************************************************************
 GK0502  DESIGNATION -  N 373
 GK0502  PID         -  GK0502
 GK0502  STATE/COUNTY-  TX/SHERMAN
 GK0502  USGS QUAD   -  PLEASURE POND (1974)
 GK0502
 GK0502                         *CURRENT SURVEY CONTROL
 GK0502  ___________________________________________________________________
 GK0502* NAD 83(1986)-  36 11 00.     (N)    101 50 33.     (W)     SCALED    
 GK0502* NAVD 88     -      1069.845  (meters)    3509.98   (feet)  ADJUSTED  
 GK0502  ___________________________________________________________________
 GK0502  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 GK0502  DYNAMIC HT  -        1068.652 (meters)    3506.07  (feet)  COMP
 GK0502  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 GK0502
 GK0502  VERT ORDER  -  SECOND    CLASS 0
 GK0502
 GK0502.The horizontal coordinates were scaled from a topographic map and have
 GK0502.an estimated accuracy of +/- 6 seconds.
 GK0502
 GK0502.The orthometric height was determined by differential leveling
 GK0502.and adjusted by the National Geodetic Survey in June 1991..
 GK0502
 GK0502.The geoid height was determined by GEOID03.
 GK0502
 GK0502.The dynamic height is computed by dividing the NAVD 88
 GK0502.geopotential number by the normal gravity value computed on the
 GK0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0502.degrees latitude (g = 980.6199 gals.).
 GK0502
 GK0502.The modeled gravity was interpolated from observed gravity values.
 GK0502
 GK0502;                    North         East    Units  Estimated Accuracy
 GK0502;SPC TX N     - 1,242,270.      169,190.      MT  (+/- 180 meters Scaled)
 GK0502
 GK0502                          SUPERSEDED SURVEY CONTROL
 GK0502
 GK0502  NGVD 29 (??/??/92) 1069.358  (m)         3508.39   (f) ADJ UNCH    2 0
 GK0502
 GK0502.Superseded values are not recommended for survey control.
 GK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0502.See file dsdata.txt to determine how the superseded data were derived.
 GK0502
 GK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF443080(NAD 83)
 GK0502_MARKER: DB = BENCH MARK DISK
 GK0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0502_STAMPING: N 373 1943
 GK0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0502+STABILITY: SURFACE MOTION
 GK0502
 GK0502  HISTORY     - Date     Condition        Report By
 GK0502  HISTORY     - 1943     MONUMENTED       CGS
 GK0502  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0502
 GK0502                          STATION DESCRIPTION
 GK0502
 GK0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0502'25.2 MI SE FROM STRATFORD.
 GK0502'THIS MARK IS ABOUT 14.0 MILES SOUTHEAST AND 10.2 MILES SOUTH AND 1.0
 GK0502'MILE WEST FROM THE CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION AT
 GK0502'STRATFORD, SHERMAN COUNTY, 0.4 MILE EAST OF A BUNGALOW NORTH OF THE
 GK0502'ROAD, SET AT A FENCE RUNNING NORTH-SOUTH, 0.2 FEET SOUTH OF THE NORTH
 GK0502'RIGHT-OF-WAY FENCE, 1.0 FOOT EAST OF THE NORTH-SOUTH FENCE, 28.0 FEET
 GK0502'NORTH OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 4-INCHES ABOVE
 GK0502'THE GROUND, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE POST.
 GK0502
 GK0502                          STATION RECOVERY (1973)
 GK0502
 GK0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0530 ***********************************************************************
 GK0530  DESIGNATION -  N 374 RESET 1952
 GK0530  PID         -  GK0530
 GK0530  STATE/COUNTY-  TX/HANSFORD
 GK0530  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0530
 GK0530                         *CURRENT SURVEY CONTROL
 GK0530  ___________________________________________________________________
 GK0530* NAD 83(1986)-  36 16 13.     (N)    101 34 07.     (W)     SCALED    
 GK0530* NAVD 88     -      1014.115  (meters)    3327.14   (feet)  ADJUSTED  
 GK0530  ___________________________________________________________________
 GK0530  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 GK0530  DYNAMIC HT  -        1013.004 (meters)    3323.50  (feet)  COMP
 GK0530  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 GK0530
 GK0530  VERT ORDER  -  SECOND    CLASS 0
 GK0530
 GK0530.The horizontal coordinates were scaled from a topographic map and have
 GK0530.an estimated accuracy of +/- 6 seconds.
 GK0530
 GK0530.The orthometric height was determined by differential leveling
 GK0530.and adjusted by the National Geodetic Survey in June 1991..
 GK0530
 GK0530.The geoid height was determined by GEOID03.
 GK0530
 GK0530.The dynamic height is computed by dividing the NAVD 88
 GK0530.geopotential number by the normal gravity value computed on the
 GK0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0530.degrees latitude (g = 980.6199 gals.).
 GK0530
 GK0530.The modeled gravity was interpolated from observed gravity values.
 GK0530
 GK0530;                    North         East    Units  Estimated Accuracy
 GK0530;SPC TX N     - 1,251,870.      193,840.      MT  (+/- 180 meters Scaled)
 GK0530
 GK0530                          SUPERSEDED SURVEY CONTROL
 GK0530
 GK0530  NGVD 29 (??/??/92) 1013.641  (m)         3325.59   (f) ADJ UNCH    2 0
 GK0530
 GK0530.Superseded values are not recommended for survey control.
 GK0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0530.See file dsdata.txt to determine how the superseded data were derived.
 GK0530
 GK0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF692169(NAD 83)
 GK0530_MARKER: DB = BENCH MARK DISK
 GK0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0530_STAMPING: N 374 1943 RESET 1952
 GK0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0530+STABILITY: SURFACE MOTION
 GK0530
 GK0530  HISTORY     - Date     Condition        Report By
 GK0530  HISTORY     - 1952     MONUMENTED       CGS
 GK0530
 GK0530                          STATION DESCRIPTION
 GK0530
 GK0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0530'9.35 MI W FROM GRIVER.
 GK0530'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0530'THENCE 9.0 MILES WEST ALONG FARM ROAD 289, 49 FEET NORTH OF THE CENTER
 GK0530'LINE OF THE FARM ROAD, 25 FEET EAST OF A FENCE CORNER, 41 FEET ESAT OF
 GK0530'THE CENTER OF A WIRE GATE, 1.2 FEET SOUTH OF A FENCE, 2 FEET WEST OF A
 GK0530'WITNESS POST, SET IIN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GK0530'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0203 ***********************************************************************
 GL0203  DESIGNATION -  N 375
 GL0203  PID         -  GL0203
 GL0203  STATE/COUNTY-  TX/DALLAM
 GL0203  USGS QUAD   -  CONLEN (1965)
 GL0203
 GL0203                         *CURRENT SURVEY CONTROL
 GL0203  ___________________________________________________________________
 GL0203* NAD 83(1986)-  36 13 34.     (N)    102 12 19.     (W)     SCALED    
 GL0203* NAVD 88     -      1151.512  (meters)    3777.92   (feet)  ADJUSTED  
 GL0203  ___________________________________________________________________
 GL0203  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 GL0203  DYNAMIC HT  -        1150.217 (meters)    3773.67  (feet)  COMP
 GL0203  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 GL0203
 GL0203  VERT ORDER  -  SECOND    CLASS 0
 GL0203
 GL0203.The horizontal coordinates were scaled from a topographic map and have
 GL0203.an estimated accuracy of +/- 6 seconds.
 GL0203
 GL0203.The orthometric height was determined by differential leveling
 GL0203.and adjusted by the National Geodetic Survey in June 1991..
 GL0203
 GL0203.The geoid height was determined by GEOID03.
 GL0203
 GL0203.The dynamic height is computed by dividing the NAVD 88
 GL0203.geopotential number by the normal gravity value computed on the
 GL0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0203.degrees latitude (g = 980.6199 gals.).
 GL0203
 GL0203.The modeled gravity was interpolated from observed gravity values.
 GL0203
 GL0203;                    North         East    Units  Estimated Accuracy
 GL0203;SPC TX N     - 1,247,190.      136,590.      MT  (+/- 180 meters Scaled)
 GL0203
 GL0203                          SUPERSEDED SURVEY CONTROL
 GL0203
 GL0203.No superseded survey control is available for this station.
 GL0203
 GL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA511126(NAD 83)
 GL0203_MARKER: DB = BENCH MARK DISK
 GL0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0203_STAMPING: N 375 1943
 GL0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0203+STABILITY: SURFACE MOTION
 GL0203
 GL0203  HISTORY     - Date     Condition        Report By
 GL0203  HISTORY     - 1943     MONUMENTED       CGS
 GL0203  HISTORY     - 1952     GOOD             NGS
 GL0203  HISTORY     - 1962     POOR             USGS
 GL0203
 GL0203                          STATION DESCRIPTION
 GL0203
 GL0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0203'2.5 MI SE FROM CONLEN.
 GL0203'0.5 MILE SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S. HIGHWAY
 GL0203'54 AT CONLEN, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, 51 FEET
 GL0203'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 12 FEET WEST OF THE
 GL0203'CENTER LINE OF A TRACK ROAD LEADING SOUTH, 18 FEET SOUTH OF A FENCE
 GL0203'CORNER, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0203'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- THE MONUMENT IS
 GL0203'LOOSE IN THE GROUND.
 GL0203
 GL0203                          STATION RECOVERY (1962)
 GL0203
 GL0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL0203'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0451 ***********************************************************************
 FM0451  DESIGNATION -  N 376
 FM0451  PID         -  FM0451
 FM0451  STATE/COUNTY-  TX/HARTLEY
 FM0451  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0451
 FM0451                         *CURRENT SURVEY CONTROL
 FM0451  ___________________________________________________________________
 FM0451* NAD 83(1986)-  35 42 41.     (N)    102 43 38.     (W)     SCALED    
 FM0451* NAVD 88     -      1162.091  (meters)    3812.63   (feet)  ADJUSTED  
 FM0451  ___________________________________________________________________
 FM0451  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 FM0451  DYNAMIC HT  -        1160.729 (meters)    3808.16  (feet)  COMP
 FM0451  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 FM0451
 FM0451  VERT ORDER  -  SECOND    CLASS 0
 FM0451
 FM0451.The horizontal coordinates were scaled from a topographic map and have
 FM0451.an estimated accuracy of +/- 6 seconds.
 FM0451
 FM0451.The orthometric height was determined by differential leveling
 FM0451.and adjusted by the National Geodetic Survey in June 1991..
 FM0451
 FM0451.The geoid height was determined by GEOID03.
 FM0451
 FM0451.The dynamic height is computed by dividing the NAVD 88
 FM0451.geopotential number by the normal gravity value computed on the
 FM0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0451.degrees latitude (g = 980.6199 gals.).
 FM0451
 FM0451.The modeled gravity was interpolated from observed gravity values.
 FM0451
 FM0451;                    North         East    Units  Estimated Accuracy
 FM0451;SPC TX N     - 1,190,550.       88,960.      MT  (+/- 180 meters Scaled)
 FM0451
 FM0451                          SUPERSEDED SURVEY CONTROL
 FM0451
 FM0451  NGVD 29 (??/??/92) 1161.568  (m)         3810.91   (f) ADJ UNCH    2 0
 FM0451
 FM0451.Superseded values are not recommended for survey control.
 FM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0451.See file dsdata.txt to determine how the superseded data were derived.
 FM0451
 FM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV056543(NAD 83)
 FM0451_MARKER: DB = BENCH MARK DISK
 FM0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0451_STAMPING: N 376 1943
 FM0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0451+STABILITY: SURFACE MOTION
 FM0451
 FM0451  HISTORY     - Date     Condition        Report By
 FM0451  HISTORY     - 1943     MONUMENTED       CGS
 FM0451  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0451
 FM0451                          STATION DESCRIPTION
 FM0451
 FM0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0451'14.85 MI E FROM ROMERO.
 FM0451'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 54, THENCE, 12.85 MILES
 FM0451'EAST ALONG A GRADED ROAD FROM THE RAILROAD STATION AT ROMERO.  SET AT
 FM0451'A SECTION FENCE LEADING SOUTH, AND AT THE NORTHWEST CORNER OF A WIRE
 FM0451'FENCE CORRAL.  27 FEET SOUTH OF THE CENTER-LINE OF THE ROAD, 9.5 FEET
 FM0451'WEST OF THE SECTION FENCE, 1.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 FM0451'1.5 FEET NORTH OF THE REFERENCE POST.
 FM0451
 FM0451                          STATION RECOVERY (1971)
 FM0451
 FM0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0188 ***********************************************************************
 GK0188  DESIGNATION -  N 377 RESET 1959
 GK0188  PID         -  GK0188
 GK0188  STATE/COUNTY-  TX/OCHILTREE
 GK0188  USGS QUAD   -  BARTON CREEK (1973)
 GK0188
 GK0188                         *CURRENT SURVEY CONTROL
 GK0188  ___________________________________________________________________
 GK0188* NAD 83(1986)-  36 05 59.     (N)    100 36 05.     (W)     SCALED    
 GK0188* NAVD 88     -       875.03   (+/-2cm)    2870.8    (feet)  VERTCON   
 GK0188  ___________________________________________________________________
 GK0188  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 GK0188
 GK0188  VERT ORDER  -  THIRD (See Below)
 GK0188
 GK0188.The horizontal coordinates were scaled from a topographic map and have
 GK0188.an estimated accuracy of +/- 6 seconds.
 GK0188
 GK0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0188.The vertical order pertains to the NGVD 29 superseded value.
 GK0188
 GK0188.The geoid height was determined by GEOID03.
 GK0188
 GK0188;                    North         East    Units  Estimated Accuracy
 GK0188;SPC TX N     - 1,233,310.      280,920.      MT  (+/- 180 meters Scaled)
 GK0188
 GK0188                          SUPERSEDED SURVEY CONTROL
 GK0188
 GK0188  NGVD 29 (??/??/??)  874.67   (m)         2869.6    (f) RESET       3  
 GK0188
 GK0188.Superseded values are not recommended for survey control.
 GK0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0188.See file dsdata.txt to determine how the superseded data were derived.
 GK0188
 GK0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE558961(NAD 83)
 GK0188_MARKER: DB = BENCH MARK DISK
 GK0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0188_STAMPING: N 377 RESET 1959
 GK0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0188+STABILITY: SURFACE MOTION
 GK0188
 GK0188  HISTORY     - Date     Condition        Report By
 GK0188  HISTORY     - 1959     MONUMENTED       CGS
 GK0188
 GK0188                          STATION DESCRIPTION
 GK0188
 GK0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GK0188'21.5 MI NW FROM CANADIAN.
 GK0188'IN OCHILTREE COUNTY, 2.1 MILES WEST OF THE JUNCTION OF U.S. NO. 83 AND
 GK0188'FM ROAD NO. 2389, IN THE NORTH RIGHT-OF-WAY LINE OF NO. 2389, IN THE
 GK0188'SOUTHEAST PART OF AN OLD FARM VACANT FARM YARD, ABOUT 20 FEET EAST OF
 GK0188'THE ENTRANCE GATE AND 15 YARDS NORTH OF THE CENTERLINE OF THE FM ROAD.
 GK0188'A STANDARD DISK STAMPED N 377 RESET 1959 IN A CONCRETE POST WHICH
 GK0188'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0248 ***********************************************************************
 FL0248  DESIGNATION -  N 378
 FL0248  PID         -  FL0248
 FL0248  STATE/COUNTY-  TX/WHEELER
 FL0248  USGS QUAD   -  PAKAN (1976)
 FL0248
 FL0248                         *CURRENT SURVEY CONTROL
 FL0248  ___________________________________________________________________
 FL0248* NAD 83(1986)-  35 21 27.     (N)    100 25 54.     (W)     SCALED    
 FL0248* NAVD 88     -       785.967  (meters)    2578.63   (feet)  ADJUSTED  
 FL0248  ___________________________________________________________________
 FL0248  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL0248  DYNAMIC HT  -         785.142 (meters)    2575.92  (feet)  COMP
 FL0248  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 FL0248
 FL0248  VERT ORDER  -  SECOND    CLASS 0
 FL0248
 FL0248.The horizontal coordinates were scaled from a topographic map and have
 FL0248.an estimated accuracy of +/- 6 seconds.
 FL0248
 FL0248.The orthometric height was determined by differential leveling
 FL0248.and adjusted by the National Geodetic Survey in June 1991..
 FL0248
 FL0248.The geoid height was determined by GEOID03.
 FL0248
 FL0248.The dynamic height is computed by dividing the NAVD 88
 FL0248.geopotential number by the normal gravity value computed on the
 FL0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0248.degrees latitude (g = 980.6199 gals.).
 FL0248
 FL0248.The modeled gravity was interpolated from observed gravity values.
 FL0248
 FL0248;                    North         East    Units  Estimated Accuracy
 FL0248;SPC TX N     - 1,151,120.      297,090.      MT  (+/- 180 meters Scaled)
 FL0248
 FL0248                          SUPERSEDED SURVEY CONTROL
 FL0248
 FL0248  NGVD 29 (??/??/92)  785.648  (m)         2577.58   (f) ADJ UNCH    2 0
 FL0248
 FL0248.Superseded values are not recommended for survey control.
 FL0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0248.See file dsdata.txt to determine how the superseded data were derived.
 FL0248
 FL0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE699136(NAD 83)
 FL0248_MARKER: DB = BENCH MARK DISK
 FL0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0248_STAMPING: N 378 1943
 FL0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0248+STABILITY: SURFACE MOTION
 FL0248
 FL0248  HISTORY     - Date     Condition        Report By
 FL0248  HISTORY     - 1943     MONUMENTED       CGS
 FL0248  HISTORY     - 1969     GOOD             NGS
 FL0248
 FL0248                          STATION DESCRIPTION
 FL0248
 FL0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0248'3.5 MI W FROM MAGIC CITY.
 FL0248'3.5 MILES WEST ALONG THE FORT WORTH AND DENVER RAILWAY FROM THE
 FL0248'STATION AT MAGIC CITY, THENCE 1.7 MILES SOUTH ALONG A GRADED ROAD. AT
 FL0248'AT A ROAD INTERSECTION, 77 FEET WEST OF THE CENTERLINE OF THE
 FL0248'NORTH-AND-SOUTH ROAD, 32 FEET NORTH OF THE CENTERLINE OF THE
 FL0248'EAST-AND-WEST ROAD, 4 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTHEAST
 FL0248'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 378 1943
 FL0248'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 FL0248'GROUND.  NOTE-- COVERED W/ 2 TO 3 FEET OF SAND.
 FL0248
 FL0248                          STATION RECOVERY (1969)
 FL0248
 FL0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FL0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0488 ***********************************************************************
 FL0488  DESIGNATION -  N 379
 FL0488  PID         -  FL0488
 FL0488  STATE/COUNTY-  TX/GRAY
 FL0488  USGS QUAD   -  BOWERS CITY (1976)
 FL0488
 FL0488                         *CURRENT SURVEY CONTROL
 FL0488  ___________________________________________________________________
 FL0488* NAD 83(1986)-  35 26 34.     (N)    100 58 19.     (W)     SCALED    
 FL0488* NAVD 88     -       967.212  (meters)    3173.26   (feet)  ADJUSTED  
 FL0488  ___________________________________________________________________
 FL0488  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL0488  DYNAMIC HT  -         966.152 (meters)    3169.78  (feet)  COMP
 FL0488  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 FL0488
 FL0488  VERT ORDER  -  SECOND    CLASS 0
 FL0488
 FL0488.The horizontal coordinates were scaled from a topographic map and have
 FL0488.an estimated accuracy of +/- 6 seconds.
 FL0488
 FL0488.The orthometric height was determined by differential leveling
 FL0488.and adjusted by the National Geodetic Survey in June 1991..
 FL0488
 FL0488.The geoid height was determined by GEOID03.
 FL0488
 FL0488.The dynamic height is computed by dividing the NAVD 88
 FL0488.geopotential number by the normal gravity value computed on the
 FL0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0488.degrees latitude (g = 980.6199 gals.).
 FL0488
 FL0488.The modeled gravity was interpolated from observed gravity values.
 FL0488
 FL0488;                    North         East    Units  Estimated Accuracy
 FL0488;SPC TX N     - 1,160,190.      247,940.      MT  (+/- 180 meters Scaled)
 FL0488
 FL0488                          SUPERSEDED SURVEY CONTROL
 FL0488
 FL0488  NGVD 29 (??/??/92)  966.800  (m)         3171.91   (f) ADJ UNCH    2 0
 FL0488
 FL0488.Superseded values are not recommended for survey control.
 FL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0488.See file dsdata.txt to determine how the superseded data were derived.
 FL0488
 FL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE210239(NAD 83)
 FL0488_MARKER: DB = BENCH MARK DISK
 FL0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0488_STAMPING: N 379 1943
 FL0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0488+STABILITY: SURFACE MOTION
 FL0488
 FL0488  HISTORY     - Date     Condition        Report By
 FL0488  HISTORY     - 1943     MONUMENTED       CGS
 FL0488  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0488
 FL0488                          STATION DESCRIPTION
 FL0488
 FL0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0488'6.5 MI S FROM PAMPA.
 FL0488'THIS MARK IS ABOUT 6.5 MILES SOUTH ALONG STATE HIGHWAY 18
 FL0488'FROM THE COURT HOUSE AT PAMPA, GRAY COUNTY, SET IN A LARGE DIP, 86.0
 FL0488'FEET SOUTHWEST OF THE SOUTH END OF A ROCK CULVERT, 60.0 FEET NORTH OF
 FL0488'A POWER POLE, 7.0 FEET EAST OF A FENCE RUNNING PARALLEL WITH THE
 FL0488'HIGHWAY, 74.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, PROJECTING
 FL0488'ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET NORTHEAST OF A WHITE
 FL0488'REFERENCE POST.
 FL0488
 FL0488                          STATION RECOVERY (1966)
 FL0488
 FL0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0293 ***********************************************************************
 AO0293  DESIGNATION -  N 38
 AO0293  PID         -  AO0293
 AO0293  STATE/COUNTY-  TX/LA SALLE
 AO0293  USGS QUAD   -  ENCINAL (1982)
 AO0293
 AO0293                         *CURRENT SURVEY CONTROL
 AO0293  ___________________________________________________________________
 AO0293* NAD 83(1986)-  28 07 19.     (N)    099 19 45.     (W)     SCALED    
 AO0293* NAVD 88     -       153.308  (meters)     502.98   (feet)  POSTED    
 AO0293  ___________________________________________________________________
 AO0293  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AO0293  DYNAMIC HT  -         153.070 (meters)     502.20  (feet)  COMP
 AO0293  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 AO0293
 AO0293  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AO0293
 AO0293.The horizontal coordinates were scaled from a topographic map and have
 AO0293.an estimated accuracy of +/- 6 seconds.
 AO0293
 AO0293.The orthometric height was determined by differential leveling
 AO0293.and adjusted by the National Geodetic Survey in 1992..
 AO0293.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AO0293.rate of 0.0 thru 1.0 mm/km.
 AO0293
 AO0293.The geoid height was determined by GEOID03.
 AO0293
 AO0293.The dynamic height is computed by dividing the NAVD 88
 AO0293.geopotential number by the normal gravity value computed on the
 AO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0293.degrees latitude (g = 980.6199 gals.).
 AO0293
 AO0293.The modeled gravity was interpolated from observed gravity values.
 AO0293
 AO0293;                    North         East    Units  Estimated Accuracy
 AO0293;SPC TXSC     - 4,032,030.      567,660.      MT  (+/- 180 meters Scaled)
 AO0293
 AO0293                          SUPERSEDED SURVEY CONTROL
 AO0293
 AO0293.No superseded survey control is available for this station.
 AO0293
 AO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS676107(NAD 83)
 AO0293_MARKER: Z = SEE DESCRIPTION
 AO0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0293_SP_SET: STONE POST
 AO0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0293+STABILITY: SURFACE MOTION
 AO0293
 AO0293  HISTORY     - Date     Condition        Report By
 AO0293  HISTORY     - UNK      MONUMENTED       CGS
 AO0293  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0293
 AO0293                          STATION DESCRIPTION
 AO0293
 AO0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0293'0.6 MI S FROM ATLEE.
 AO0293'0.6 MILE SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0293'ATLEE, LA SALLE COUNTY, ONE POLE NORTH OF MILEPOST 368, AND 40 FEET
 AO0293'EAST OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE, FLANKED BY THE
 AO0293'LETTERS USBM IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0663 ***********************************************************************
 GK0663  DESIGNATION -  N 380
 GK0663  PID         -  GK0663
 GK0663  STATE/COUNTY-  TX/HANSFORD
 GK0663  USGS QUAD   -  CAPPS SWITCH SE (1974)
 GK0663
 GK0663                         *CURRENT SURVEY CONTROL
 GK0663  ___________________________________________________________________
 GK0663* NAD 83(1986)-  36 02 16.     (N)    101 32 35.     (W)     SCALED    
 GK0663* NAVD 88     -      1007.298  (meters)    3304.78   (feet)  ADJUSTED  
 GK0663  ___________________________________________________________________
 GK0663  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 GK0663  DYNAMIC HT  -        1006.179 (meters)    3301.11  (feet)  COMP
 GK0663  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 GK0663
 GK0663  VERT ORDER  -  SECOND    CLASS 0
 GK0663
 GK0663.The horizontal coordinates were scaled from a topographic map and have
 GK0663.an estimated accuracy of +/- 6 seconds.
 GK0663
 GK0663.The orthometric height was determined by differential leveling
 GK0663.and adjusted by the National Geodetic Survey in June 1991..
 GK0663
 GK0663.The geoid height was determined by GEOID03.
 GK0663
 GK0663.The dynamic height is computed by dividing the NAVD 88
 GK0663.geopotential number by the normal gravity value computed on the
 GK0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0663.degrees latitude (g = 980.6199 gals.).
 GK0663
 GK0663.The modeled gravity was interpolated from observed gravity values.
 GK0663
 GK0663;                    North         East    Units  Estimated Accuracy
 GK0663;SPC TX N     - 1,226,070.      196,120.      MT  (+/- 180 meters Scaled)
 GK0663
 GK0663                          SUPERSEDED SURVEY CONTROL
 GK0663
 GK0663  NGVD 29 (??/??/92) 1006.825  (m)         3303.22   (f) ADJ UNCH    2 0
 GK0663
 GK0663.Superseded values are not recommended for survey control.
 GK0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0663.See file dsdata.txt to determine how the superseded data were derived.
 GK0663
 GK0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE708911(NAD 83)
 GK0663_MARKER: DB = BENCH MARK DISK
 GK0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0663_STAMPING: N 380 1943
 GK0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0663+STABILITY: SURFACE MOTION
 GK0663
 GK0663  HISTORY     - Date     Condition        Report By
 GK0663  HISTORY     - 1943     MONUMENTED       CGS
 GK0663
 GK0663                          STATION DESCRIPTION
 GK0663
 GK0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0663'4.0 MI W FROM MORSE.
 GK0663'THIS MARK IS ABOUT 4.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0663'GULF RAILWAY FROM THE RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY,
 GK0663'90.0 FEET NORTH OF MILEPOST 4, 2.0 FEET SOUTH OF A EAST-WEST FENCE,
 GK0663'ABOUT 250 FEET EAST OF A NORTH-SOUTH FENCE, 46.0 FEET NORTH OF THE
 GK0663'NORTH RAIL, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET
 GK0663'SOUTHWEST OF A WHITE REFERENCE POST.  STAMPED N 380 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0338 ***********************************************************************
 CA0338  DESIGNATION -  N 381
 CA0338  PID         -  CA0338
 CA0338  STATE/COUNTY-  TX/BROWN
 CA0338  USGS QUAD   -  OWENS (1978)
 CA0338
 CA0338                         *CURRENT SURVEY CONTROL
 CA0338  ___________________________________________________________________
 CA0338* NAD 83(1986)-  31 45 49.     (N)    098 59 41.     (W)     SCALED    
 CA0338* NAVD 88     -       410.891  (meters)    1348.06   (feet)  ADJUSTED  
 CA0338  ___________________________________________________________________
 CA0338  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CA0338  DYNAMIC HT  -         410.356 (meters)    1346.31  (feet)  COMP
 CA0338  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 CA0338
 CA0338  VERT ORDER  -  SECOND    CLASS 0
 CA0338
 CA0338.The horizontal coordinates were scaled from a topographic map and have
 CA0338.an estimated accuracy of +/- 6 seconds.
 CA0338
 CA0338.The orthometric height was determined by differential leveling
 CA0338.and adjusted by the National Geodetic Survey in June 1991..
 CA0338
 CA0338.The geoid height was determined by GEOID03.
 CA0338
 CA0338.The dynamic height is computed by dividing the NAVD 88
 CA0338.geopotential number by the normal gravity value computed on the
 CA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0338.degrees latitude (g = 980.6199 gals.).
 CA0338
 CA0338.The modeled gravity was interpolated from observed gravity values.
 CA0338
 CA0338;                    North         East    Units  Estimated Accuracy
 CA0338;SPC TX C     - 3,233,230.      826,810.      MT  (+/- 180 meters Scaled)
 CA0338
 CA0338                          SUPERSEDED SURVEY CONTROL
 CA0338
 CA0338  NGVD 29 (??/??/92)  410.808  (m)         1347.79   (f) ADJ UNCH    2 0
 CA0338
 CA0338.Superseded values are not recommended for survey control.
 CA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0338.See file dsdata.txt to determine how the superseded data were derived.
 CA0338
 CA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA005142(NAD 83)
 CA0338_MARKER: DB = BENCH MARK DISK
 CA0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0338_STAMPING: N 381 1943
 CA0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0338+STABILITY: SURFACE MOTION
 CA0338
 CA0338  HISTORY     - Date     Condition        Report By
 CA0338  HISTORY     - 1943     MONUMENTED       CGS
 CA0338  HISTORY     - 1966     MARK NOT FOUND   USGS
 CA0338
 CA0338                          STATION DESCRIPTION
 CA0338
 CA0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0338'2.6 MI N FROM BROWNWOOD.
 CA0338'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF 279
 CA0338'WITH U.S. HIGHWAYS 67 AND 84, THENCE 2.0 MILES NORTH ALONG A
 CA0338'BITUMINOUS SURFACED ROAD, 32 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CA0338'38 FEET SOUTHEAST OF THE CENTER OF THE EAST END OF A 4- BY 4-FOOT
 CA0338'CONCRETE BOX CULVERT, 12 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET
 CA0338'SOUTH OF A WHITE REFERENCE POST, AND 2 FEET WEST OF A RIGHT-OF-WAY
 CA0338'FENCE.  A DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8
 CA0338'INCHES ABOVE THE GROUND.
 CA0338
 CA0338                          STATION RECOVERY (1966)
 CA0338
 CA0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CA0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0501 ***********************************************************************
 CA0501  DESIGNATION -  N 383
 CA0501  PID         -  CA0501
 CA0501  STATE/COUNTY-  TX/BROWN
 CA0501  USGS QUAD   -  BYRDS (1987)
 CA0501
 CA0501                         *CURRENT SURVEY CONTROL
 CA0501  ___________________________________________________________________
 CA0501* NAD 83(1986)-  31 55 50.     (N)    099 02 48.     (W)     SCALED    
 CA0501* NAVD 88     -       462.210  (meters)    1516.43   (feet)  ADJUSTED  
 CA0501  ___________________________________________________________________
 CA0501  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CA0501  DYNAMIC HT  -         461.610 (meters)    1514.47  (feet)  COMP
 CA0501  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 CA0501
 CA0501  VERT ORDER  -  SECOND    CLASS 0
 CA0501
 CA0501.The horizontal coordinates were scaled from a topographic map and have
 CA0501.an estimated accuracy of +/- 6 seconds.
 CA0501
 CA0501.The orthometric height was determined by differential leveling
 CA0501.and adjusted by the National Geodetic Survey in June 1991..
 CA0501
 CA0501.The geoid height was determined by GEOID03.
 CA0501
 CA0501.The dynamic height is computed by dividing the NAVD 88
 CA0501.geopotential number by the normal gravity value computed on the
 CA0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0501.degrees latitude (g = 980.6199 gals.).
 CA0501
 CA0501.The modeled gravity was interpolated from observed gravity values.
 CA0501
 CA0501;                    North         East    Units  Estimated Accuracy
 CA0501;SPC TX C     - 3,251,680.      821,670.      MT  (+/- 180 meters Scaled)
 CA0501
 CA0501                          SUPERSEDED SURVEY CONTROL
 CA0501
 CA0501  NGVD 29 (??/??/92)  462.103  (m)         1516.08   (f) ADJ UNCH    2 0
 CA0501
 CA0501.Superseded values are not recommended for survey control.
 CA0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0501.See file dsdata.txt to determine how the superseded data were derived.
 CA0501
 CA0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA955327(NAD 83)
 CA0501_MARKER: DB = BENCH MARK DISK
 CA0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0501_STAMPING: N 383 1943
 CA0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0501+STABILITY: SURFACE MOTION
 CA0501
 CA0501  HISTORY     - Date     Condition        Report By
 CA0501  HISTORY     - 1943     MONUMENTED       CGS
 CA0501  HISTORY     - 1969     GOOD             USGS
 CA0501
 CA0501                          STATION DESCRIPTION
 CA0501
 CA0501'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CA0501'0.5 MI SE FROM BYRDS.
 CA0501'BYRD STORE AND CEMETERY, 1.3 MI. NORTH ALONG MAIN ROAD TO AN OLD PLANK
 CA0501'GATE ON THE LEFT.  35 FT. NORTH OF NORTH END OF GATE, 31 FT. WEST OF
 CA0501'THE ROAD CENTER-LINE, FIVE FT. SOUTH OF A FADED WITNESS POST, TWO FT.
 CA0501'EAST OF THE WEST ROW FENCE, A STD. DISK SET IN A CONCRETE POST,
 CA0501'STAMPED N 383 1943.  NOTE-- BYRD SCHOOL NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2233 ***********************************************************************
 CS2233  DESIGNATION -  N 384
 CS2233  PID         -  CS2233
 CS2233  STATE/COUNTY-  TX/SOMERVELL
 CS2233  USGS QUAD   -  NEMO (1979)
 CS2233
 CS2233                         *CURRENT SURVEY CONTROL
 CS2233  ___________________________________________________________________
 CS2233* NAD 83(1986)-  32 15 36.     (N)    097 39 03.     (W)     SCALED    
 CS2233* NAVD 88     -       238.814  (meters)     783.51   (feet)  ADJUSTED  
 CS2233  ___________________________________________________________________
 CS2233  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS2233  DYNAMIC HT  -         238.523 (meters)     782.55  (feet)  COMP
 CS2233  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 CS2233
 CS2233  VERT ORDER  -  SECOND    CLASS 0
 CS2233
 CS2233.The horizontal coordinates were scaled from a topographic map and have
 CS2233.an estimated accuracy of +/- 6 seconds.
 CS2233
 CS2233.The orthometric height was determined by differential leveling
 CS2233.and adjusted by the National Geodetic Survey in June 1991..
 CS2233
 CS2233.The geoid height was determined by GEOID03.
 CS2233
 CS2233.The dynamic height is computed by dividing the NAVD 88
 CS2233.geopotential number by the normal gravity value computed on the
 CS2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2233.degrees latitude (g = 980.6199 gals.).
 CS2233
 CS2233.The modeled gravity was interpolated from observed gravity values.
 CS2233
 CS2233;                    North         East    Units  Estimated Accuracy
 CS2233;SPC TXNC     - 2,066,120.      680,010.      MT  (+/- 180 meters Scaled)
 CS2233
 CS2233                          SUPERSEDED SURVEY CONTROL
 CS2233
 CS2233  NGVD 29 (??/??/92)  238.782  (m)          783.40   (f) ADJ UNCH    2 0
 CS2233
 CS2233.Superseded values are not recommended for survey control.
 CS2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2233.See file dsdata.txt to determine how the superseded data were derived.
 CS2233
 CS2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA270700(NAD 83)
 CS2233_MARKER: DB = BENCH MARK DISK
 CS2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2233_STAMPING: N 384 1943 783.404
 CS2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2233+STABILITY: SURFACE MOTION
 CS2233
 CS2233  HISTORY     - Date     Condition        Report By
 CS2233  HISTORY     - 1943     MONUMENTED       CGS
 CS2233  HISTORY     - 1952     GOOD             NGS
 CS2233  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2233  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2233  HISTORY     - 20051119 GOOD             USPSQD
 CS2233
 CS2233                          STATION DESCRIPTION
 CS2233
 CS2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2233'IN NEMO.
 CS2233'IT ABOUT 7 1/2 MILES EAST OF GLEN ROSE AT NEMO, A COUNTRY STORE AND
 CS2233'GASOLINE STATION ON STATE ROAD NO. 200, 237 FEET EAST OF THE ROCK
 CS2233'STORE AND SERVICE STATION, ALONG A PASTURE SLOPE, 5 FEET NORTH OF THE
 CS2233'NORTH RIGHT-OF-WAY FENCE, 38 FEET NORTH OF THE CENTERLINE OF THE
 CS2233'HIGHWAY AND 55 FEET EAST OF A BRACED POWER POLE.  A RUSTED IRON DISK
 CS2233'IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 CS2233
 CS2233                          STATION RECOVERY (1999)
 CS2233
 CS2233'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2233'MARK NOT FOUND.
 CS2233
 CS2233                          STATION RECOVERY (2004)
 CS2233
 CS2233'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS2233'MARK NOT FOUND.
 CS2233
 CS2233                          STATION RECOVERY (2005)
 CS2233
 CS2233'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS2233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0420 ***********************************************************************
 CS0420  DESIGNATION -  N 387
 CS0420  PID         -  CS0420
 CS0420  STATE/COUNTY-  TX/HENDERSON
 CS0420  USGS QUAD   -  STYX (1962)
 CS0420
 CS0420                         *CURRENT SURVEY CONTROL
 CS0420  ___________________________________________________________________
 CS0420* NAD 83(1986)-  32 20 33.     (N)    096 19 47.     (W)     SCALED    
 CS0420* NAVD 88     -       112.982  (meters)     370.68   (feet)  ADJUSTED  
 CS0420  ___________________________________________________________________
 CS0420  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0420  DYNAMIC HT  -         112.854 (meters)     370.26  (feet)  COMP
 CS0420  MODELED GRAV-     979,499.0   (mgal)                       NAVD 88
 CS0420
 CS0420  VERT ORDER  -  SECOND    CLASS 0
 CS0420
 CS0420.The horizontal coordinates were scaled from a topographic map and have
 CS0420.an estimated accuracy of +/- 6 seconds.
 CS0420
 CS0420.The orthometric height was determined by differential leveling
 CS0420.and adjusted by the National Geodetic Survey in June 1991..
 CS0420
 CS0420.The geoid height was determined by GEOID03.
 CS0420
 CS0420.The dynamic height is computed by dividing the NAVD 88
 CS0420.geopotential number by the normal gravity value computed on the
 CS0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0420.degrees latitude (g = 980.6199 gals.).
 CS0420
 CS0420.The modeled gravity was interpolated from observed gravity values.
 CS0420
 CS0420;                    North         East    Units  Estimated Accuracy
 CS0420;SPC TXNC     - 2,077,060.      804,290.      MT  (+/- 180 meters Scaled)
 CS0420
 CS0420                          SUPERSEDED SURVEY CONTROL
 CS0420
 CS0420  NGVD 29 (??/??/92)  112.989  (m)          370.70   (f) ADJ UNCH    2 0
 CS0420
 CS0420.Superseded values are not recommended for survey control.
 CS0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0420.See file dsdata.txt to determine how the superseded data were derived.
 CS0420
 CS0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA513815(NAD 83)
 CS0420_MARKER: DB = BENCH MARK DISK
 CS0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0420_STAMPING: N 387 1946
 CS0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0420+STABILITY: SURFACE MOTION
 CS0420
 CS0420  HISTORY     - Date     Condition        Report By
 CS0420  HISTORY     - 1946     MONUMENTED       CGS
 CS0420  HISTORY     - 1961     MARK NOT FOUND   NGS
 CS0420
 CS0420                          STATION DESCRIPTION
 CS0420
 CS0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0420'1.5 MI S FROM STYX.
 CS0420'BENCH MARK IS LOCATED ALONG A GRAVELED ROAD 1.5 MILES SOUTH OF STYX,
 CS0420'36 FEET EAST OF THE CENTER OF THE ROAD, 40 FEET SOUTH OF THE CENTER OF
 CS0420'A ROAD LEADING WEST, 3 FEET WEST OF A NORTH-SOUTH FENCE, 21 FEET SOUTH
 CS0420'OF A 20 INCH TREE, 2 FEET NORTH OF A 4X4 INCH WHITE WITNESS POST. MARK
 CS0420'PROJECTS ABOUT 5 INCHES.
 CS0420
 CS0420                          STATION RECOVERY (1961)
 CS0420
 CS0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CS0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0488 ***********************************************************************
 BZ0488  DESIGNATION -  N 388
 BZ0488  PID         -  BZ0488
 BZ0488  STATE/COUNTY-  TX/MADISON
 BZ0488  USGS QUAD   -  NORMANGEE (1982)
 BZ0488
 BZ0488                         *CURRENT SURVEY CONTROL
 BZ0488  ___________________________________________________________________
 BZ0488* NAD 83(1986)-  31 02 32.     (N)    096 05 15.     (W)     SCALED    
 BZ0488* NAVD 88     -       110.60   (+/-2cm)     362.9    (feet)  VERTCON   
 BZ0488  ___________________________________________________________________
 BZ0488  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BZ0488
 BZ0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0488
 BZ0488.The horizontal coordinates were scaled from a topographic map and have
 BZ0488.an estimated accuracy of +/- 6 seconds.
 BZ0488
 BZ0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0488.The vertical order pertains to the NGVD 29 superseded value.
 BZ0488
 BZ0488.The geoid height was determined by GEOID03.
 BZ0488
 BZ0488;                    North         East    Units  Estimated Accuracy
 BZ0488;SPC TX C     - 3,160,220.    1,105,170.      MT  (+/- 180 meters Scaled)
 BZ0488
 BZ0488                          SUPERSEDED SURVEY CONTROL
 BZ0488
 BZ0488  NGVD 29 (??/??/92)  110.579  (m)          362.79   (f) ADJ UNCH    2 0
 BZ0488
 BZ0488.Superseded values are not recommended for survey control.
 BZ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0488.See file dsdata.txt to determine how the superseded data were derived.
 BZ0488
 BZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV779379(NAD 83)
 BZ0488_MARKER: DB = BENCH MARK DISK
 BZ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0488_STAMPING: N 388 1947
 BZ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0488+STABILITY: SURFACE MOTION
 BZ0488
 BZ0488  HISTORY     - Date     Condition        Report By
 BZ0488  HISTORY     - 1947     MONUMENTED       CGS
 BZ0488  HISTORY     - 1964     MARK NOT FOUND   USGS
 BZ0488
 BZ0488                          STATION DESCRIPTION
 BZ0488
 BZ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0488'1.9 MI NE FROM NORMANGEE.
 BZ0488'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BZ0488'GO EAST 0.3 MILE ALONG A GRAVELED ROAD, THENCE NORTHEAST 1.6 MILES
 BZ0488'ALONG STATE OSR HIGHWAY TO SITE OF MARK, BENCH MARK IS AT A T ROAD
 BZ0488'INTERSECTION, 44.0 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 BZ0488'LINE OF THE HIGHWAY, 29.7 FEET EAST OF THE NORTHEAST END OF A
 BZ0488'CORRUGATED IRON CULVERT, 26.0 FEET NORTHEAST OF THE CENTER LINE OF A
 BZ0488'ROAD LEADING SOUTHEAST, 5.6 FEET NORTHEAST OF A FENCE CORNER, 1.0 FOOT
 BZ0488'NORTHWEST OF A FENCE AND 1.5 FEET SOUTH OF A 4 X 4 IN. MARKER POST. A
 BZ0488'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0488'PROJECTS ABOUT 1 INCH ABOVE GROUND.
 BZ0488
 BZ0488                          STATION RECOVERY (1964)
 BZ0488
 BZ0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BZ0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1923 ***********************************************************************
 BY1923  DESIGNATION -  N 389
 BY1923  PID         -  BY1923
 BY1923  STATE/COUNTY-  TX/MADISON
 BY1923  USGS QUAD   -  ELWOOD (1972)
 BY1923
 BY1923                         *CURRENT SURVEY CONTROL
 BY1923  ___________________________________________________________________
 BY1923* NAD 83(1986)-  31 03 46.     (N)    095 50 02.     (W)     SCALED    
 BY1923* NAVD 88     -        94.31   (+/-2cm)     309.4    (feet)  VERTCON   
 BY1923  ___________________________________________________________________
 BY1923  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY1923
 BY1923  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1923
 BY1923.The horizontal coordinates were scaled from a topographic map and have
 BY1923.an estimated accuracy of +/- 6 seconds.
 BY1923
 BY1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1923.The vertical order pertains to the NGVD 29 superseded value.
 BY1923
 BY1923.The geoid height was determined by GEOID03.
 BY1923
 BY1923;                    North         East    Units  Estimated Accuracy
 BY1923;SPC TX C     - 3,163,450.    1,129,270.      MT  (+/- 180 meters Scaled)
 BY1923
 BY1923                          SUPERSEDED SURVEY CONTROL
 BY1923
 BY1923  NGVD 29 (??/??/92)   94.307  (m)          309.41   (f) ADJ UNCH    2 0
 BY1923
 BY1923.Superseded values are not recommended for survey control.
 BY1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1923.See file dsdata.txt to determine how the superseded data were derived.
 BY1923
 BY1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ295400(NAD 83)
 BY1923_MARKER: DB = BENCH MARK DISK
 BY1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1923_STAMPING: N 389 1947
 BY1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1923+STABILITY: SURFACE MOTION
 BY1923
 BY1923  HISTORY     - Date     Condition        Report By
 BY1923  HISTORY     - 1947     MONUMENTED       CGS
 BY1923
 BY1923                          STATION DESCRIPTION
 BY1923
 BY1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1923'1.4 MI NW FROM ELWOOD.
 BY1923'ABOUT 1.4 MILES NORTHWEST ALONG STATE OSR HIGHWAY FROM THE ELWOOD
 BY1923'SCHOOL AT ELWOOD, ABOUT 65 YARDS WEST OF THE EXTENDED CENTER LINE OF A
 BY1923'ROAD LEADING NORTH, ABOUT 62 YARDS WEST OF A LONE FIFTEEN INCH OAK
 BY1923'TREE, 49.6 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY1923'HIGHWAY, 23.0 FEET EAST OF A FENCE CORNER, 2.0 FEET NORTH OF A FENCE
 BY1923'AND 1.5 FEET EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY1923'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BY1923'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1050 ***********************************************************************
 AJ1050  DESIGNATION -  N 39
 AJ1050  PID         -  AJ1050
 AJ1050  STATE/COUNTY-  TX/WEBB
 AJ1050  USGS QUAD   -  ISLA MESTENO (1979)
 AJ1050
 AJ1050                         *CURRENT SURVEY CONTROL
 AJ1050  ___________________________________________________________________
 AJ1050* NAD 83(1986)-  27 29 57.     (N)    099 31 00.     (W)     SCALED    
 AJ1050* NAVD 88     -       126.869  (meters)     416.24   (feet)  ADJUSTED  
 AJ1050  ___________________________________________________________________
 AJ1050  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AJ1050  DYNAMIC HT  -         126.669 (meters)     415.58  (feet)  COMP
 AJ1050  MODELED GRAV-     979,068.9   (mgal)                       NAVD 88
 AJ1050
 AJ1050  VERT ORDER  -  FIRST     CLASS II
 AJ1050
 AJ1050.The horizontal coordinates were scaled from a topographic map and have
 AJ1050.an estimated accuracy of +/- 6 seconds.
 AJ1050
 AJ1050.The orthometric height was determined by differential leveling
 AJ1050.and adjusted by the National Geodetic Survey in June 1991..
 AJ1050
 AJ1050.The geoid height was determined by GEOID03.
 AJ1050
 AJ1050.The dynamic height is computed by dividing the NAVD 88
 AJ1050.geopotential number by the normal gravity value computed on the
 AJ1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1050.degrees latitude (g = 980.6199 gals.).
 AJ1050
 AJ1050.The modeled gravity was interpolated from observed gravity values.
 AJ1050
 AJ1050;                    North         East    Units  Estimated Accuracy
 AJ1050;SPC TX S     - 5,203,430.      199,550.      MT  (+/- 180 meters Scaled)
 AJ1050
 AJ1050                          SUPERSEDED SURVEY CONTROL
 AJ1050
 AJ1050  NGVD 29 (??/??/92)  126.890  (m)          416.30   (f) ADJ UNCH    1 2
 AJ1050
 AJ1050.Superseded values are not recommended for survey control.
 AJ1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1050.See file dsdata.txt to determine how the superseded data were derived.
 AJ1050
 AJ1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR489418(NAD 83)
 AJ1050_MARKER: DB = BENCH MARK DISK
 AJ1050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ1050_SP_SET: ABUTMENT
 AJ1050_STAMPING: N 39 1917 ELEV 416.334 FT
 AJ1050_MARK LOGO: CGS   
 AJ1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1050
 AJ1050  HISTORY     - Date     Condition        Report By
 AJ1050  HISTORY     - 1917     MONUMENTED       CGS
 AJ1050  HISTORY     - 1957     GOOD             NGS
 AJ1050  HISTORY     - 1964     GOOD             USGS
 AJ1050  HISTORY     - 1981     GOOD             NGS
 AJ1050
 AJ1050                          STATION DESCRIPTION
 AJ1050
 AJ1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1050'0.6 MI S FROM LAREDO.
 AJ1050'ABOUT 0.6 MILE SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AJ1050'RAILROAD FROM THE STATION AT LAREDO, 5.6 FEET EAST OF THE EAST RAIL,
 AJ1050'SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE OVER
 AJ1050'THE RIO GRANDE RIVER.  NOTE-- BRASS CAP LOCATED ABOUT 6 INCHES EAST OF
 AJ1050'THE C AND GS BRASS CAP WHICH COULD BE MISTAKEN FOR THE TABLET ON WHICH
 AJ1050'THE ELEVATION WAS ESTABLISHED.  AT THE TIME OF RECOVERY, THE IB AND WC
 AJ1050'MARK WAS VISIBLE AND THE C AND GS MARK WAS COVERED WITH GRAVEL.
 AJ1050
 AJ1050                          STATION RECOVERY (1964)
 AJ1050
 AJ1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AJ1050'RECOVERED IN GOOD CONDITION.
 AJ1050
 AJ1050                          STATION RECOVERY (1981)
 AJ1050
 AJ1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1050'RECOVERED THIS DATE, NOTE, 0.70 METERS (2.3 FT) WEST
 AJ1050'OF THE EAST END OF THE ABUTEMENT AND 0.70 METERS (2.3 FT) WEST OF A
 AJ1050'IBWC DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0443 ***********************************************************************
 CS0443  DESIGNATION -  N 390
 CS0443  PID         -  CS0443
 CS0443  STATE/COUNTY-  TX/HENDERSON
 CS0443  USGS QUAD   -  KERENS (1981)
 CS0443
 CS0443                         *CURRENT SURVEY CONTROL
 CS0443  ___________________________________________________________________
 CS0443* NAD 83(1986)-  32 12 32.     (N)    096 07 49.     (W)     SCALED    
 CS0443* NAVD 88     -       100.796  (meters)     330.69   (feet)  ADJUSTED  
 CS0443  ___________________________________________________________________
 CS0443  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0443  DYNAMIC HT  -         100.680 (meters)     330.31  (feet)  COMP
 CS0443  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CS0443
 CS0443  VERT ORDER  -  SECOND    CLASS 0
 CS0443
 CS0443.The horizontal coordinates were scaled from a topographic map and have
 CS0443.an estimated accuracy of +/- 6 seconds.
 CS0443
 CS0443.The orthometric height was determined by differential leveling
 CS0443.and adjusted by the National Geodetic Survey in June 1991..
 CS0443
 CS0443.The geoid height was determined by GEOID03.
 CS0443
 CS0443.The dynamic height is computed by dividing the NAVD 88
 CS0443.geopotential number by the normal gravity value computed on the
 CS0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0443.degrees latitude (g = 980.6199 gals.).
 CS0443
 CS0443.The modeled gravity was interpolated from observed gravity values.
 CS0443
 CS0443;                    North         East    Units  Estimated Accuracy
 CS0443;SPC TXNC     - 2,062,650.      823,390.      MT  (+/- 180 meters Scaled)
 CS0443
 CS0443                          SUPERSEDED SURVEY CONTROL
 CS0443
 CS0443  NGVD 29 (??/??/92)  100.81   (m)          330.7    (f) COMPUTED    2 0
 CS0443
 CS0443.Superseded values are not recommended for survey control.
 CS0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0443.See file dsdata.txt to determine how the superseded data were derived.
 CS0443
 CS0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA704672(NAD 83)
 CS0443_MARKER: DB = BENCH MARK DISK
 CS0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0443_SP_SET: CULVERT
 CS0443_STAMPING: N 390 1947
 CS0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0443
 CS0443  HISTORY     - Date     Condition        Report By
 CS0443  HISTORY     - 1947     MONUMENTED       CGS
 CS0443
 CS0443                          STATION DESCRIPTION
 CS0443
 CS0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0443'5.2 MI NW FROM TRINIDAD.
 CS0443'5.2 MILES NORTHWEST ALONG STATE HIGHWAY NO.274 FROM THE ST. LOUIS
 CS0443'SOUTHWESTERN RAILWAY STATION AT TRINIDAD, 0.2 MILE SOUTHEAST OF A DIRT
 CS0443'ROAD WHICH CROSSES THE HIGHWAY AT AN ANGLE, 25.0 FEET NORTHEAST OF THE
 CS0443'CENTER OF THE HIGHWAY, SET IN TOP OF THE NORTHWEST END OF THE
 CS0443'NORTHEAST HEAD-WALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 3
 CS0443'FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1549 ***********************************************************************
 CS1549  DESIGNATION -  N 391
 CS1549  PID         -  CS1549
 CS1549  STATE/COUNTY-  TX/TARRANT
 CS1549  USGS QUAD   -  AVONDALE (1982)
 CS1549
 CS1549                         *CURRENT SURVEY CONTROL
 CS1549  ___________________________________________________________________
 CS1549* NAD 83(1986)-  32 55 55.     (N)    097 24 57.     (W)     SCALED    
 CS1549* NAVD 88     -       253.634  (meters)     832.13   (feet)  ADJUSTED  
 CS1549  ___________________________________________________________________
 CS1549  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CS1549  DYNAMIC HT  -         253.334 (meters)     831.15  (feet)  COMP
 CS1549  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 CS1549
 CS1549  VERT ORDER  -  FIRST     CLASS II
 CS1549
 CS1549.The horizontal coordinates were scaled from a topographic map and have
 CS1549.an estimated accuracy of +/- 6 seconds.
 CS1549
 CS1549.The orthometric height was determined by differential leveling
 CS1549.and adjusted by the National Geodetic Survey in June 1991..
 CS1549
 CS1549.The geoid height was determined by GEOID03.
 CS1549
 CS1549.The dynamic height is computed by dividing the NAVD 88
 CS1549.geopotential number by the normal gravity value computed on the
 CS1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1549.degrees latitude (g = 980.6199 gals.).
 CS1549
 CS1549.The modeled gravity was interpolated from observed gravity values.
 CS1549
 CS1549;                    North         East    Units  Estimated Accuracy
 CS1549;SPC TXNC     - 2,140,830.      701,380.      MT  (+/- 180 meters Scaled)
 CS1549
 CS1549                          SUPERSEDED SURVEY CONTROL
 CS1549
 CS1549  NGVD 29 (??/??/92)  253.603  (m)          832.03   (f) ADJ UNCH    1 2
 CS1549
 CS1549.Superseded values are not recommended for survey control.
 CS1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1549.See file dsdata.txt to determine how the superseded data were derived.
 CS1549
 CS1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB481448(NAD 83)
 CS1549_MARKER: DB = BENCH MARK DISK
 CS1549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1549_SP_SET: CULVERT
 CS1549_STAMPING: N 391 1947
 CS1549_MARK LOGO: CGS   
 CS1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1549
 CS1549  HISTORY     - Date     Condition        Report By
 CS1549  HISTORY     - 1947     MONUMENTED       CGS
 CS1549  HISTORY     - 1957     GOOD             NGS
 CS1549  HISTORY     - 1984     GOOD             NGS
 CS1549  HISTORY     - 19960427 GOOD             USPSQD
 CS1549
 CS1549                          STATION DESCRIPTION
 CS1549
 CS1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1549'6.1 MI NW FROM SAGINAW.
 CS1549'ABOUT 6.1 MILES NORTHWEST ALONG U.S. HIGHWAY NOS.81 AND 287 FROM THE
 CS1549'CROSSING AT SAGINAW, ABOUT 24.4 FEET NORTHEAST OF AND ABOUT LEVEL WITH
 CS1549'THE CENTERLINE OF THE HIGHWAY AT A HIGHWAY CULVERT.  IT IS IN THE TOP
 CS1549'OF THE NORTHEAST HEADWALL OF THE FIRST CONCRETE CULVERT SOUTHEAST OF
 CS1549'AND ABOUT 0.2 MILE FROM BROWDERS STORE AND A CROSS ROAD. A STANDARD
 CS1549'DISK STAMPED N 391 1947.
 CS1549
 CS1549                          STATION RECOVERY (1984)
 CS1549
 CS1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1549'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 CS1549'TO REACH FOLLOWS.  9.3 KM (5.8 MI) NORTHWESTERLY ALONG THE SANTA FE
 CS1549'RAILROAD FROM ITS JUNCTION WITH MC LEROY BOULEVARD IN SAGINAW,
 CS1549
 CS1549                          STATION RECOVERY (1996)
 CS1549
 CS1549'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0326 ***********************************************************************
 CS0326  DESIGNATION -  N 392
 CS0326  PID         -  CS0326
 CS0326  STATE/COUNTY-  TX/HENDERSON
 CS0326  USGS QUAD   -  MABANK (1981)
 CS0326
 CS0326                         *CURRENT SURVEY CONTROL
 CS0326  ___________________________________________________________________
 CS0326* NAD 83(1986)-  32 18 38.     (N)    096 00 58.     (W)     SCALED    
 CS0326* NAVD 88     -       124.809  (meters)     409.48   (feet)  ADJUSTED  
 CS0326  ___________________________________________________________________
 CS0326  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0326  DYNAMIC HT  -         124.666 (meters)     409.01  (feet)  COMP
 CS0326  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CS0326
 CS0326  VERT ORDER  -  SECOND    CLASS 0
 CS0326
 CS0326.The horizontal coordinates were scaled from a topographic map and have
 CS0326.an estimated accuracy of +/- 6 seconds.
 CS0326
 CS0326.The orthometric height was determined by differential leveling
 CS0326.and adjusted by the National Geodetic Survey in June 1991..
 CS0326
 CS0326.The geoid height was determined by GEOID03.
 CS0326
 CS0326.The dynamic height is computed by dividing the NAVD 88
 CS0326.geopotential number by the normal gravity value computed on the
 CS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0326.degrees latitude (g = 980.6199 gals.).
 CS0326
 CS0326.The modeled gravity was interpolated from observed gravity values.
 CS0326
 CS0326;                    North         East    Units  Estimated Accuracy
 CS0326;SPC TXNC     - 2,074,170.      833,880.      MT  (+/- 180 meters Scaled)
 CS0326
 CS0326                          SUPERSEDED SURVEY CONTROL
 CS0326
 CS0326  NGVD 29 (??/??/92)  124.815  (m)          409.50   (f) ADJ UNCH    2 0
 CS0326
 CS0326.Superseded values are not recommended for survey control.
 CS0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0326.See file dsdata.txt to determine how the superseded data were derived.
 CS0326
 CS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA809787(NAD 83)
 CS0326_MARKER: DB = BENCH MARK DISK
 CS0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0326_STAMPING: N 392 1947
 CS0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0326+STABILITY: SURFACE MOTION
 CS0326
 CS0326  HISTORY     - Date     Condition        Report By
 CS0326  HISTORY     - 1947     MONUMENTED       CGS
 CS0326
 CS0326                          STATION DESCRIPTION
 CS0326
 CS0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0326'0.65 MI NW FROM EUSTACE.
 CS0326'0.65 MILE NORTHWEST ALONG THE TRACK FROM THE TEXAS AND NEW ORLEANS
 CS0326'RAILROAD STATION AT EUSTACE, 0.25 MILE NORTHWEST OF A DIRT ROAD
 CS0326'CROSSING, DIRECTLY ACROSS THE TRACK AND A DIRT ROAD FROM THE SIXTH
 CS0326'TELEPHONE POLE SOUTHEAST OF MILE POST NO. 256, 130.0 FEET SOUTHEAST OF
 CS0326'A DIRT DAM WHICH IS AT THE NORTHWEST END OF A SMALL RESEVOIR, 91.3
 CS0326'FEET NORTHEAST OF THE NORTHEAST RAIL, 20.5 FEET NORTHEAST OF THE
 CS0326'CENTER OF A DIRT ROAD, 4.0 FEET SOUTHEAST OF A REFERENCE POST, SET IN
 CS0326'A CONCRETE POST ABOUT 2 FEET BELOW THE TRACK AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0678 ***********************************************************************
 CS0678  DESIGNATION -  N 393
 CS0678  PID         -  CS0678
 CS0678  STATE/COUNTY-  TX/NAVARRO
 CS0678  USGS QUAD   -  GOODLOW PARK (1978)
 CS0678
 CS0678                         *CURRENT SURVEY CONTROL
 CS0678  ___________________________________________________________________
 CS0678* NAD 83(1986)-  32 04 52.     (N)    096 14 54.     (W)     SCALED    
 CS0678* NAVD 88     -       107.583  (meters)     352.96   (feet)  ADJUSTED  
 CS0678  ___________________________________________________________________
 CS0678  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0678  DYNAMIC HT  -         107.457 (meters)     352.55  (feet)  COMP
 CS0678  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 CS0678
 CS0678  VERT ORDER  -  SECOND    CLASS 0
 CS0678
 CS0678.The horizontal coordinates were scaled from a topographic map and have
 CS0678.an estimated accuracy of +/- 6 seconds.
 CS0678
 CS0678.The orthometric height was determined by differential leveling
 CS0678.and adjusted by the National Geodetic Survey in June 1991..
 CS0678
 CS0678.The geoid height was determined by GEOID03.
 CS0678
 CS0678.The dynamic height is computed by dividing the NAVD 88
 CS0678.geopotential number by the normal gravity value computed on the
 CS0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0678.degrees latitude (g = 980.6199 gals.).
 CS0678
 CS0678.The modeled gravity was interpolated from observed gravity values.
 CS0678
 CS0678;                    North         East    Units  Estimated Accuracy
 CS0678;SPC TXNC     - 2,048,240.      812,570.      MT  (+/- 180 meters Scaled)
 CS0678
 CS0678                          SUPERSEDED SURVEY CONTROL
 CS0678
 CS0678  NGVD 29 (??/??/92)  107.580  (m)          352.95   (f) ADJ UNCH    2 0
 CS0678
 CS0678.Superseded values are not recommended for survey control.
 CS0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0678.See file dsdata.txt to determine how the superseded data were derived.
 CS0678
 CS0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA597527(NAD 83)
 CS0678_MARKER: DB = BENCH MARK DISK
 CS0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0678_STAMPING: N 393 1947
 CS0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0678+STABILITY: SURFACE MOTION
 CS0678
 CS0678  HISTORY     - Date     Condition        Report By
 CS0678  HISTORY     - 1947     MONUMENTED       CGS
 CS0678
 CS0678                          STATION DESCRIPTION
 CS0678
 CS0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0678'4.2 MI SE FROM ELM FLAT.
 CS0678'0.3 MILE SOUTH ALONG A DIRT TRACK ROAD FROM THE WOODS CHAPEL A.M.E.
 CS0678'CHURCH AT ELM FLAT, THENCE 1.5 MILES EAST ALONG A GRADED DIRT ROAD TO
 CS0678'A CROSS ROAD, THENCE 1.4 MILES SOUTH ALONG A GRADED DIRT ROAD TO A
 CS0678'ROAD INTERSECTION, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD TO
 CS0678'THE RESIDENCE OF JOHN SIMMONS AND THE SITE OF THE MARK, ABOUT 140 FEET
 CS0678'SOUTHEAST OF A FARM HOUSE WHICH IS THE RESIDENCE OF JOHN SIMMONS, 27
 CS0678'FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF THE CORNER
 CS0678'OF A BARNYARD FENCE, 2 FEET SOUTH OF A BOARD FENCE, 2 FEET WEST OF A
 CS0678'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1020 ***********************************************************************
 CS1020  DESIGNATION -  N 394
 CS1020  PID         -  CS1020
 CS1020  STATE/COUNTY-  TX/DALLAS
 CS1020  USGS QUAD   -  DALLAS (1981)
 CS1020
 CS1020                         *CURRENT SURVEY CONTROL
 CS1020  ___________________________________________________________________
 CS1020* NAD 83(1986)-  32 51 37.     (N)    096 51 27.     (W)     SCALED    
 CS1020* NAVD 88     -       136.354  (meters)     447.35   (feet)  ADJUSTED  
 CS1020  ___________________________________________________________________
 CS1020  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CS1020  DYNAMIC HT  -         136.199 (meters)     446.85  (feet)  COMP
 CS1020  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 CS1020
 CS1020  VERT ORDER  -  FIRST     CLASS II
 CS1020
 CS1020.The horizontal coordinates were scaled from a topographic map and have
 CS1020.an estimated accuracy of +/- 6 seconds.
 CS1020
 CS1020.The orthometric height was determined by differential leveling
 CS1020.and adjusted by the National Geodetic Survey in June 1991..
 CS1020
 CS1020.The geoid height was determined by GEOID03.
 CS1020
 CS1020.The dynamic height is computed by dividing the NAVD 88
 CS1020.geopotential number by the normal gravity value computed on the
 CS1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1020.degrees latitude (g = 980.6199 gals.).
 CS1020
 CS1020.The modeled gravity was interpolated from observed gravity values.
 CS1020
 CS1020;                    North         East    Units  Estimated Accuracy
 CS1020;SPC TXNC     - 2,133,560.      753,710.      MT  (+/- 180 meters Scaled)
 CS1020
 CS1020                          SUPERSEDED SURVEY CONTROL
 CS1020
 CS1020  NGVD 29 (??/??/92)  136.367  (m)          447.40   (f) ADJ UNCH    1 2
 CS1020
 CS1020.Superseded values are not recommended for survey control.
 CS1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1020.See file dsdata.txt to determine how the superseded data were derived.
 CS1020
 CS1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB004378(NAD 83)
 CS1020_MARKER: DD = SURVEY DISK
 CS1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1020_STAMPING: N 394 1947 3 A
 CS1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1020+STABILITY: SURFACE MOTION
 CS1020
 CS1020  HISTORY     - Date     Condition        Report By
 CS1020  HISTORY     - 1947     MONUMENTED       TX1730
 CS1020  HISTORY     - 1947     GOOD             NGS
 CS1020  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1020  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1020
 CS1020                          STATION DESCRIPTION
 CS1020
 CS1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1020'IN DALLAS.
 CS1020'AT DALLAS, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF NORTHWEST
 CS1020'HIGHWAY AND WEBBS CHAPEL RD, 94.0 FEET SOUTHWEST OF THE CENTER LINE OF
 CS1020'LEMMON AVENUE, 40.2 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 CS1020'LINE OF NORTHWEST HIGHWAY.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS1020'POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
 CS1020
 CS1020                          STATION RECOVERY (1958)
 CS1020
 CS1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1020'MARK NOT FOUND.
 CS1020
 CS1020                          STATION RECOVERY (2000)
 CS1020
 CS1020'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1063 ***********************************************************************
 CS1063  DESIGNATION -  N 395
 CS1063  PID         -  CS1063
 CS1063  STATE/COUNTY-  TX/DALLAS
 CS1063  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1063
 CS1063                         *CURRENT SURVEY CONTROL
 CS1063  ___________________________________________________________________
 CS1063* NAD 83(1986)-  32 45 34.     (N)    096 44 25.     (W)     SCALED    
 CS1063* NAVD 88     -       127.250  (meters)     417.49   (feet)  ADJUSTED  
 CS1063  ___________________________________________________________________
 CS1063  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CS1063  DYNAMIC HT  -         127.106 (meters)     417.01  (feet)  COMP
 CS1063  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 CS1063
 CS1063  VERT ORDER  -  FIRST     CLASS II
 CS1063
 CS1063.The horizontal coordinates were scaled from a topographic map and have
 CS1063.an estimated accuracy of +/- 6 seconds.
 CS1063
 CS1063.The orthometric height was determined by differential leveling
 CS1063.and adjusted by the National Geodetic Survey in June 1991..
 CS1063
 CS1063.The geoid height was determined by GEOID03.
 CS1063
 CS1063.The dynamic height is computed by dividing the NAVD 88
 CS1063.geopotential number by the normal gravity value computed on the
 CS1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1063.degrees latitude (g = 980.6199 gals.).
 CS1063
 CS1063.The modeled gravity was interpolated from observed gravity values.
 CS1063
 CS1063;                    North         East    Units  Estimated Accuracy
 CS1063;SPC TXNC     - 2,122,560.      764,870.      MT  (+/- 180 meters Scaled)
 CS1063
 CS1063                          SUPERSEDED SURVEY CONTROL
 CS1063
 CS1063  NGVD 29 (??/??/92)  127.260  (m)          417.52   (f) ADJ UNCH    1 2
 CS1063
 CS1063.Superseded values are not recommended for survey control.
 CS1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1063.See file dsdata.txt to determine how the superseded data were derived.
 CS1063
 CS1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB116268(NAD 83)
 CS1063_MARKER: DD = SURVEY DISK
 CS1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1063_STAMPING: N 395 1947 1T
 CS1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1063+STABILITY: SURFACE MOTION
 CS1063
 CS1063  HISTORY     - Date     Condition        Report By
 CS1063  HISTORY     - 1947     MONUMENTED       TX1730
 CS1063  HISTORY     - 1947     GOOD             NGS
 CS1063  HISTORY     - 1958     GOOD             NGS
 CS1063  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 CS1063
 CS1063                          STATION DESCRIPTION
 CS1063
 CS1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1063'IN DALLAS.
 CS1063'AT DALLAS, AT THE INTERSECTION OF DIXON STREET AND THE BELT LINE
 CS1063'RAILROAD, 26.5 FEET NORTHWEST OF THE CENTER LINE OF DIXON STREET, 21.4
 CS1063'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE RAILROAD,
 CS1063'13.5 FEET SOUTHWEST OF A POWER POLE.  A BRONZE DISK SET IN THE TOP OF
 CS1063'A CONCRETE POST FLUSH WITH THE GROUND.
 CS1063
 CS1063                          STATION RECOVERY (1958)
 CS1063
 CS1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1063'RECOVERED IN GOOD CONDITION.
 CS1063
 CS1063                          STATION RECOVERY (1991)
 CS1063
 CS1063'RECOVERY NOTE BY US POWER SQUADRON 1991 (CES)
 CS1063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0566 ***********************************************************************
 CR0566  DESIGNATION -  N 396
 CR0566  PID         -  CR0566
 CR0566  STATE/COUNTY-  TX/HENDERSON
 CR0566  USGS QUAD   -  CROSS ROADS (1984)
 CR0566
 CR0566                         *CURRENT SURVEY CONTROL
 CR0566  ___________________________________________________________________
 CR0566* NAD 83(1986)-  32 05 18.     (N)    095 53 04.     (W)     SCALED    
 CR0566* NAVD 88     -       135.158  (meters)     443.43   (feet)  ADJUSTED  
 CR0566  ___________________________________________________________________
 CR0566  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CR0566  DYNAMIC HT  -         135.000 (meters)     442.91  (feet)  COMP
 CR0566  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 CR0566
 CR0566  VERT ORDER  -  SECOND    CLASS 0
 CR0566
 CR0566.The horizontal coordinates were scaled from a topographic map and have
 CR0566.an estimated accuracy of +/- 6 seconds.
 CR0566
 CR0566.The orthometric height was determined by differential leveling
 CR0566.and adjusted by the National Geodetic Survey in June 1991..
 CR0566
 CR0566.The geoid height was determined by GEOID03.
 CR0566
 CR0566.The dynamic height is computed by dividing the NAVD 88
 CR0566.geopotential number by the normal gravity value computed on the
 CR0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0566.degrees latitude (g = 980.6199 gals.).
 CR0566
 CR0566.The modeled gravity was interpolated from observed gravity values.
 CR0566
 CR0566;                    North         East    Units  Estimated Accuracy
 CR0566;SPC TXNC     - 2,049,830.      846,890.      MT  (+/- 180 meters Scaled)
 CR0566
 CR0566                          SUPERSEDED SURVEY CONTROL
 CR0566
 CR0566  NGVD 29 (??/??/92)  135.158  (m)          443.43   (f) ADJ UNCH    2 0
 CR0566
 CR0566.Superseded values are not recommended for survey control.
 CR0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0566.See file dsdata.txt to determine how the superseded data were derived.
 CR0566
 CR0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR277538(NAD 83)
 CR0566_MARKER: DB = BENCH MARK DISK
 CR0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0566_STAMPING: N 396 1947
 CR0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0566+STABILITY: SURFACE MOTION
 CR0566
 CR0566  HISTORY     - Date     Condition        Report By
 CR0566  HISTORY     - 1947     MONUMENTED       CGS
 CR0566  HISTORY     - 1978     GOOD             USGS
 CR0566
 CR0566                          STATION DESCRIPTION
 CR0566
 CR0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0566'8.7 MI E FROM CROSS ROADS.
 CR0566'4.0 MILES NORTHEAST ALONG FARM HIGHWAY 59 FROM CROSS ROADS SCHOOL,
 CR0566'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG A
 CR0566'DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.4 MILE
 CR0566'EAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 CR0566'THENCE 1.2 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 1.2 MILES
 CR0566'SOUTHEAST ALONG A DIRT TRACK ROAD TO THE SITE OF THE MARK, 0.3 MILE
 CR0566'SOUTHWEST OF AN UNPAINTED FRAME HOUSE, 20 FEET NORTH OF A TRIANGULAR
 CR0566'BLAZED 18 INCH OAK TREE, 14 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CR0566'2 FEET SOUTH OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CR0566'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 CR0566
 CR0566                          STATION RECOVERY (1978)
 CR0566
 CR0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0566'HENDERSON COUNTY COURTHOUSE AT ATHENS, 3.2 MI. SOUTH OF ALONG STATE
 CR0566'HIGHWAY 19 TO STATE HIGHWAY 753, THEN 3.8 MI. SOUTHWEST ALONG HIGHWAY
 CR0566'753 TO STATE HIGHWAY 2970, THEN 2.3 MI. SOUTHWEST ALONG HIGHWAY 2970
 CR0566'TO ENTRANCE TO CLEMENTS SCOUT RESERVATION, THEN 1.1 MI. EAST ALONG
 CR0566'MAIN ROAD THROUGH SCOUT RESERVATION TO FORK, THEN RIGHT, SOUTH, ALONG
 CR0566'ASPHALT ROAD 0.3 MI. TO SITE OF BENCH MARK TT 2 WW 1946, THEN (ON
 CR0566'FOOT) 0.2 MI, WEST-SOUTHWEST ALONG OLD (BARELY VISIBLE) ROAD TO BENCH
 CR0566'MARK. THE BENCH MARK IS ABOUT 0.3 MI. SOUTHEAST OF A MUSEUM, ABOUT
 CR0566'0.35 MI. SOUTHWEST OF A HOUSE, ABOUT 0.2 MI. SOUTH OF A SMALL DAM,
 CR0566'ABOUT 200 FEET NORTHEAST ALONG OLD ROAD FROM SOUTHEAST CORNER OF
 CR0566'OVERGROWN FIELD, AND 14 FEET NORTH OF THE C/L OF THE OLD ROAD. A
 CR0566'STANDARD TABLET SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 CR0566'INCHES AND STAMPED N 396 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0775 ***********************************************************************
 CS0775  DESIGNATION -  N 397
 CS0775  PID         -  CS0775
 CS0775  STATE/COUNTY-  TX/ELLIS
 CS0775  USGS QUAD   -  ENNIS WEST (1978)
 CS0775
 CS0775                         *CURRENT SURVEY CONTROL
 CS0775  ___________________________________________________________________
 CS0775* NAD 83(1986)-  32 20 35.     (N)    096 38 31.     (W)     SCALED    
 CS0775* NAVD 88     -       161.286  (meters)     529.15   (feet)  ADJUSTED  
 CS0775  ___________________________________________________________________
 CS0775  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CS0775  DYNAMIC HT  -         161.098 (meters)     528.54  (feet)  COMP
 CS0775  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 CS0775
 CS0775  VERT ORDER  -  SECOND    CLASS 0
 CS0775
 CS0775.This mark is at Ennis Muni (F41) Airport (F41)
 CS0775
 CS0775.The horizontal coordinates were scaled from a topographic map and have
 CS0775.an estimated accuracy of +/- 6 seconds.
 CS0775
 CS0775.The orthometric height was determined by differential leveling
 CS0775.and adjusted by the National Geodetic Survey in June 1991..
 CS0775
 CS0775.The geoid height was determined by GEOID03.
 CS0775
 CS0775.The dynamic height is computed by dividing the NAVD 88
 CS0775.geopotential number by the normal gravity value computed on the
 CS0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0775.degrees latitude (g = 980.6199 gals.).
 CS0775
 CS0775.The modeled gravity was interpolated from observed gravity values.
 CS0775
 CS0775;                    North         East    Units  Estimated Accuracy
 CS0775;SPC TXNC     - 2,076,550.      774,900.      MT  (+/- 180 meters Scaled)
 CS0775
 CS0775                          SUPERSEDED SURVEY CONTROL
 CS0775
 CS0775  NGVD 29 (??/??/92)  161.279  (m)          529.13   (f) ADJ UNCH    2 0
 CS0775
 CS0775.Superseded values are not recommended for survey control.
 CS0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0775.See file dsdata.txt to determine how the superseded data were derived.
 CS0775
 CS0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA219809(NAD 83)
 CS0775_MARKER: DB = BENCH MARK DISK
 CS0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0775_STAMPING: N 397 1947
 CS0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0775+STABILITY: SURFACE MOTION
 CS0775
 CS0775  HISTORY     - Date     Condition        Report By
 CS0775  HISTORY     - 1947     MONUMENTED       CGS
 CS0775  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0775
 CS0775                          STATION DESCRIPTION
 CS0775
 CS0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0775'1.5 MI NW FROM ENNIS.
 CS0775'1.5 MILES NORTHWEST OF THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0775'ENNIS, AT THE ENNIS MUNICIPAL AIRPORT, AT THE SOUTHEAST ENTRANCE TO
 CS0775'THE FIELD, 0.15 MILE SOUTHEAST ALONG THE AIRPORT ROAD FROM THE
 CS0775'ADMINISTRATION BUILDING, ON THE INSIDE OF THE FIRST CURVE, 240 FEET
 CS0775'WEST OF AN IRON PIPE CULVERT WHICH IS AT A POINT WHERE THE ROAD
 CS0775'CROSSES THE NORTH END OF A LAKE, 45 FEET NORTHEAST OF THE CENTER LINE
 CS0775'OF THE ROAD, 2 FEET SOUTHEAST OF A 4X4 MARKER POST.  A BRONZE DISK SET
 CS0775'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 CS0775'GROUND.
 CS0775
 CS0775                          STATION RECOVERY (1962)
 CS0775
 CS0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2297 ***********************************************************************
 BY2297  DESIGNATION -  N 398
 BY2297  PID         -  BY2297
 BY2297  STATE/COUNTY-  TX/ANDERSON
 BY2297  USGS QUAD   -  BLACKFOOT (1982)
 BY2297
 BY2297                         *CURRENT SURVEY CONTROL
 BY2297  ___________________________________________________________________
 BY2297* NAD 83(1986)-  31 52 45.     (N)    095 51 04.     (W)     SCALED    
 BY2297* NAVD 88     -        96.052  (meters)     315.13   (feet)  ADJUSTED  
 BY2297  ___________________________________________________________________
 BY2297  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BY2297  DYNAMIC HT  -          95.938 (meters)     314.76  (feet)  COMP
 BY2297  MODELED GRAV-     979,449.6   (mgal)                       NAVD 88
 BY2297
 BY2297  VERT ORDER  -  SECOND    CLASS 0
 BY2297
 BY2297.The horizontal coordinates were scaled from a topographic map and have
 BY2297.an estimated accuracy of +/- 6 seconds.
 BY2297
 BY2297.The orthometric height was determined by differential leveling
 BY2297.and adjusted by the National Geodetic Survey in June 1991..
 BY2297
 BY2297.The geoid height was determined by GEOID03.
 BY2297
 BY2297.The dynamic height is computed by dividing the NAVD 88
 BY2297.geopotential number by the normal gravity value computed on the
 BY2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2297.degrees latitude (g = 980.6199 gals.).
 BY2297
 BY2297.The modeled gravity was interpolated from observed gravity values.
 BY2297
 BY2297;                    North         East    Units  Estimated Accuracy
 BY2297;SPC TX C     - 3,253,820.    1,123,980.      MT  (+/- 180 meters Scaled)
 BY2297
 BY2297                          SUPERSEDED SURVEY CONTROL
 BY2297
 BY2297  NGVD 29 (??/??/92)   96.037  (m)          315.08   (f) ADJ UNCH    2 0
 BY2297
 BY2297.Superseded values are not recommended for survey control.
 BY2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2297.See file dsdata.txt to determine how the superseded data were derived.
 BY2297
 BY2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR302305(NAD 83)
 BY2297_MARKER: DB = BENCH MARK DISK
 BY2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2297_STAMPING: N 398 1947
 BY2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2297+STABILITY: SURFACE MOTION
 BY2297
 BY2297  HISTORY     - Date     Condition        Report By
 BY2297  HISTORY     - 1947     MONUMENTED       CGS
 BY2297  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2297
 BY2297                          STATION DESCRIPTION
 BY2297
 BY2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2297'3.6 MI N FROM TENNESSEE COLONY.
 BY2297'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2297'TENNESSEE COLONY, THENCE 1.0 MILE NORTH ALONG A NARROW OILED ROAD TO
 BY2297'THE SITE OF THE MARK, 36 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY2297'ROAD, 7 FEET SOUTH OF A 10 INCH OAK TREE, 2 FEET NORTHWEST OF A WIRE
 BY2297'FENCE, 2 FEET SOUTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN
 BY2297'THE TOP OF A CONCRETE POST.
 BY2297
 BY2297                          STATION RECOVERY (1977)
 BY2297
 BY2297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0887 ***********************************************************************
 AN0887  DESIGNATION -  N 40
 AN0887  PID         -  AN0887
 AN0887  STATE/COUNTY-  TX/VICTORIA
 AN0887  USGS QUAD   -  MC FADDIN (1987)
 AN0887
 AN0887                         *CURRENT SURVEY CONTROL
 AN0887  ___________________________________________________________________
 AN0887* NAD 83(1986)-  28 31 54.     (N)    097 02 30.     (W)     SCALED    
 AN0887* NAVD 88     -        14.925  (meters)      48.97   (feet)  ADJUSTED  
 AN0887  ___________________________________________________________________
 AN0887  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0887  DYNAMIC HT  -          14.903 (meters)      48.89  (feet)  COMP
 AN0887  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 AN0887
 AN0887  VERT ORDER  -  FIRST     CLASS I
 AN0887
 AN0887.The horizontal coordinates were scaled from a topographic map and have
 AN0887.an estimated accuracy of +/- 6 seconds.
 AN0887
 AN0887.The orthometric height was determined by differential leveling
 AN0887.and adjusted by the National Geodetic Survey in June 1991..
 AN0887
 AN0887.The geoid height was determined by GEOID03.
 AN0887
 AN0887.The dynamic height is computed by dividing the NAVD 88
 AN0887.geopotential number by the normal gravity value computed on the
 AN0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0887.degrees latitude (g = 980.6199 gals.).
 AN0887
 AN0887.The modeled gravity was interpolated from observed gravity values.
 AN0887
 AN0887;                    North         East    Units  Estimated Accuracy
 AN0887;SPC TXSC     - 4,079,000.      791,660.      MT  (+/- 180 meters Scaled)
 AN0887
 AN0887                          SUPERSEDED SURVEY CONTROL
 AN0887
 AN0887  NGVD 29 (??/??/92)   15.065  (m)           49.43   (f) ADJ UNCH    1 1
 AN0887
 AN0887.Superseded values are not recommended for survey control.
 AN0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0887.See file dsdata.txt to determine how the superseded data were derived.
 AN0887
 AN0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS916576(NAD 83)
 AN0887_MARKER: DB = BENCH MARK DISK
 AN0887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0887_SP_SET: PIER
 AN0887_STAMPING: N 40 1918 ELEV 50.499 FT
 AN0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0887
 AN0887  HISTORY     - Date     Condition        Report By
 AN0887  HISTORY     - 1918     MONUMENTED       CGS
 AN0887  HISTORY     - 1950     GOOD             NGS
 AN0887  HISTORY     - 1978     GOOD             NGS
 AN0887  HISTORY     - 1990     GOOD             USPSQD
 AN0887
 AN0887                          STATION DESCRIPTION
 AN0887
 AN0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0887'2.4 MI SW FROM MCFADDIN.
 AN0887'2.4 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN0887'RAILROAD FROM THE STATION AT MCFADDIN, 8 FEET EAST OF THE EAST RAIL, 7
 AN0887'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE
 AN0887'NORTH CONCRETE PIER OF THE BRIDGE OVER THE SAN ANTONIO RIVER.
 AN0887
 AN0887                          STATION RECOVERY (1978)
 AN0887
 AN0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0887'RECOVERED IN GOOD CONDITION.
 AN0887
 AN0887                          STATION RECOVERY (1990)
 AN0887
 AN0887'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2226 ***********************************************************************
 BY2226  DESIGNATION -  N 400
 BY2226  PID         -  BY2226
 BY2226  STATE/COUNTY-  TX/ANDERSON
 BY2226  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2226
 BY2226                         *CURRENT SURVEY CONTROL
 BY2226  ___________________________________________________________________
 BY2226* NAD 83(1986)-  31 47 55.     (N)    095 42 53.     (W)     SCALED    
 BY2226* NAVD 88     -       111.046  (meters)     364.32   (feet)  ADJUSTED  
 BY2226  ___________________________________________________________________
 BY2226  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BY2226  DYNAMIC HT  -         110.911 (meters)     363.88  (feet)  COMP
 BY2226  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 BY2226
 BY2226  VERT ORDER  -  SECOND    CLASS 0
 BY2226
 BY2226.The horizontal coordinates were scaled from a topographic map and have
 BY2226.an estimated accuracy of +/- 6 seconds.
 BY2226
 BY2226.The orthometric height was determined by differential leveling
 BY2226.and adjusted by the National Geodetic Survey in June 1991..
 BY2226
 BY2226.The geoid height was determined by GEOID03.
 BY2226
 BY2226.The dynamic height is computed by dividing the NAVD 88
 BY2226.geopotential number by the normal gravity value computed on the
 BY2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2226.degrees latitude (g = 980.6199 gals.).
 BY2226
 BY2226.The modeled gravity was interpolated from observed gravity values.
 BY2226
 BY2226;                    North         East    Units  Estimated Accuracy
 BY2226;SPC TX C     - 3,245,420.    1,137,240.      MT  (+/- 180 meters Scaled)
 BY2226
 BY2226                          SUPERSEDED SURVEY CONTROL
 BY2226
 BY2226  NGVD 29 (??/??/92)  111.023  (m)          364.25   (f) ADJ UNCH    2 0
 BY2226
 BY2226.Superseded values are not recommended for survey control.
 BY2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2226.See file dsdata.txt to determine how the superseded data were derived.
 BY2226
 BY2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR429213(NAD 83)
 BY2226_MARKER: DB = BENCH MARK DISK
 BY2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2226_STAMPING: N 400 1947
 BY2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2226+STABILITY: SURFACE MOTION
 BY2226
 BY2226  HISTORY     - Date     Condition        Report By
 BY2226  HISTORY     - 1947     MONUMENTED       CGS
 BY2226  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2226
 BY2226                          STATION DESCRIPTION
 BY2226
 BY2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2226'6.0 MI NW FROM PALESTINE.
 BY2226'6.0 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY2226'PALESTINE, 55 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 BY2226'WEST OF THE CENTER OF THE ENTRANCE TO A PRIVATE DRIVEWAY, 2 FEET NORTH
 BY2226'OF A WIRE FENCE, 2 FEET EAST OF A 4X4 MARKER POST.  A BRONZE DISK SET
 BY2226'IN THE TOP OF A CONCRETE POST.
 BY2226
 BY2226                          STATION RECOVERY (1977)
 BY2226
 BY2226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2182 ***********************************************************************
 BY2182  DESIGNATION -  N 401
 BY2182  PID         -  BY2182
 BY2182  STATE/COUNTY-  TX/ANDERSON
 BY2182  USGS QUAD   -  INDIAN LAKE (1982)
 BY2182
 BY2182                         *CURRENT SURVEY CONTROL
 BY2182  ___________________________________________________________________
 BY2182* NAD 83(1986)-  31 32 43.     (N)    095 39 44.     (W)     SCALED    
 BY2182* NAVD 88     -        76.02   (+/-2cm)     249.4    (feet)  VERTCON   
 BY2182  ___________________________________________________________________
 BY2182  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY2182
 BY2182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2182
 BY2182.The horizontal coordinates were scaled from a topographic map and have
 BY2182.an estimated accuracy of +/- 6 seconds.
 BY2182
 BY2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2182.The vertical order pertains to the NGVD 29 superseded value.
 BY2182
 BY2182.The geoid height was determined by GEOID03.
 BY2182
 BY2182;                    North         East    Units  Estimated Accuracy
 BY2182;SPC TX C     - 3,217,570.    1,143,390.      MT  (+/- 180 meters Scaled)
 BY2182
 BY2182                          SUPERSEDED SURVEY CONTROL
 BY2182
 BY2182  NGVD 29 (??/??/92)   76.002  (m)          249.35   (f) ADJ UNCH    2 0
 BY2182
 BY2182.Superseded values are not recommended for survey control.
 BY2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2182.See file dsdata.txt to determine how the superseded data were derived.
 BY2182
 BY2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ472931(NAD 83)
 BY2182_MARKER: DB = BENCH MARK DISK
 BY2182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2182_SP_SET: CULVERT
 BY2182_STAMPING: N 401 1947
 BY2182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2182
 BY2182  HISTORY     - Date     Condition        Report By
 BY2182  HISTORY     - 1947     MONUMENTED       CGS
 BY2182
 BY2182                          STATION DESCRIPTION
 BY2182
 BY2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2182'13.9 MI SW FROM ELKHART.
 BY2182'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY2182'ALONG STATE HIGHWAY NO.294, THENCE SOUTH 4.6 MILES ALONG A GRADED DIRT
 BY2182'ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWEST
 BY2182'3.1 MILES ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS 15.0
 BY2182'FEET SOUTHEAST OF AND ABOUT 3.5 FEET LOWER THAN THE CENTER LINE OF THE
 BY2182'ROAD, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A
 BY2182'CONCRETE BOX CULVERT.  A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN
 BY2182'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1867 ***********************************************************************
 BY1867  DESIGNATION -  N 402
 BY1867  PID         -  BY1867
 BY1867  STATE/COUNTY-  TX/HOUSTON
 BY1867  USGS QUAD   -  AUSTONIO (1972)
 BY1867
 BY1867                         *CURRENT SURVEY CONTROL
 BY1867  ___________________________________________________________________
 BY1867* NAD 83(1986)-  31 13 51.     (N)    095 42 29.     (W)     SCALED    
 BY1867* NAVD 88     -        71.41   (+/-2cm)     234.3    (feet)  VERTCON   
 BY1867  ___________________________________________________________________
 BY1867  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BY1867
 BY1867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1867
 BY1867.The horizontal coordinates were scaled from a topographic map and have
 BY1867.an estimated accuracy of +/- 6 seconds.
 BY1867
 BY1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1867.The vertical order pertains to the NGVD 29 superseded value.
 BY1867
 BY1867.The geoid height was determined by GEOID03.
 BY1867
 BY1867;                    North         East    Units  Estimated Accuracy
 BY1867;SPC TX C     - 3,182,560.    1,140,490.      MT  (+/- 180 meters Scaled)
 BY1867
 BY1867                          SUPERSEDED SURVEY CONTROL
 BY1867
 BY1867  NGVD 29 (??/??/92)   71.412  (m)          234.29   (f) ADJ UNCH    2 0
 BY1867
 BY1867.Superseded values are not recommended for survey control.
 BY1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1867.See file dsdata.txt to determine how the superseded data were derived.
 BY1867
 BY1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ420583(NAD 83)
 BY1867_MARKER: DB = BENCH MARK DISK
 BY1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1867_STAMPING: N 402 1947
 BY1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1867+STABILITY: SURFACE MOTION
 BY1867
 BY1867  HISTORY     - Date     Condition        Report By
 BY1867  HISTORY     - 1947     MONUMENTED       CGS
 BY1867
 BY1867                          STATION DESCRIPTION
 BY1867
 BY1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1867'7.1 MI W FROM PORTER SPRINGS.
 BY1867'TO REACH FROM THE PORTER SPRINGS SCHOOL AT PORTER SPRINGS GO SOUTHWEST
 BY1867'2.3 MILES ALONG A GRADED DIRT ROAD, THENCE WESTERLY 4.8 MILES ALONG A
 BY1867'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 84.5 FEET SOUTHWEST OF
 BY1867'A LONE THIRTY INCH OAK TREE, 39.0 FEET NORTH OF AND ABOUT 2.0 FEET
 BY1867'HIGHER THAN THE CENTER LINE OF THE ROAD, 11.3 FEET NORTH OF A FENCE
 BY1867'CORNER, 2.5 FEET EAST OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4 IN.
 BY1867'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1867'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0470 ***********************************************************************
 BZ0470  DESIGNATION -  N 403
 BZ0470  PID         -  BZ0470
 BZ0470  STATE/COUNTY-  TX/LEON
 BZ0470  USGS QUAD   -  SPRING SEAT (1982)
 BZ0470
 BZ0470                         *CURRENT SURVEY CONTROL
 BZ0470  ___________________________________________________________________
 BZ0470* NAD 83(1986)-  31 14 53.     (N)    096 01 14.     (W)     SCALED    
 BZ0470* NAVD 88     -       100.31   (+/-2cm)     329.1    (feet)  VERTCON   
 BZ0470  ___________________________________________________________________
 BZ0470  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BZ0470
 BZ0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0470
 BZ0470.The horizontal coordinates were scaled from a topographic map and have
 BZ0470.an estimated accuracy of +/- 6 seconds.
 BZ0470
 BZ0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0470.The vertical order pertains to the NGVD 29 superseded value.
 BZ0470
 BZ0470.The geoid height was determined by GEOID03.
 BZ0470
 BZ0470;                    North         East    Units  Estimated Accuracy
 BZ0470;SPC TX C     - 3,183,270.    1,110,670.      MT  (+/- 180 meters Scaled)
 BZ0470
 BZ0470                          SUPERSEDED SURVEY CONTROL
 BZ0470
 BZ0470  NGVD 29 (??/??/92)  100.285  (m)          329.02   (f) ADJ UNCH    2 0
 BZ0470
 BZ0470.Superseded values are not recommended for survey control.
 BZ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0470.See file dsdata.txt to determine how the superseded data were derived.
 BZ0470
 BZ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV837609(NAD 83)
 BZ0470_MARKER: DB = BENCH MARK DISK
 BZ0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0470_SP_SET: CULVERT
 BZ0470_STAMPING: N 403 1947
 BZ0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0470
 BZ0470  HISTORY     - Date     Condition        Report By
 BZ0470  HISTORY     - 1947     MONUMENTED       CGS
 BZ0470
 BZ0470                          STATION DESCRIPTION
 BZ0470
 BZ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0470'2.8 MI W FROM CENTERVILLE.
 BZ0470'ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BZ0470'CENTERVILLE, 22.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 BZ0470'OF THE HIGHWAY, ON TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 10 X
 BZ0470'40 FT. FOUR COMPARTMENT CONCRETE CULVERT.  A BRONZE BENCH MARK DISK
 BZ0470'SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2334 ***********************************************************************
 CS2334  DESIGNATION -  N 404
 CS2334  PID         -  CS2334
 CS2334  STATE/COUNTY-  TX/TARRANT
 CS2334  USGS QUAD   -  ALEDO (1981)
 CS2334
 CS2334                         *CURRENT SURVEY CONTROL
 CS2334  ___________________________________________________________________
 CS2334* NAD 83(1986)-  32 40 53.     (N)    097 32 20.     (W)     SCALED    
 CS2334* NAVD 88     -       281.330  (meters)     923.00   (feet)  POSTED    
 CS2334  ___________________________________________________________________
 CS2334  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CS2334  DYNAMIC HT  -         281.000 (meters)     921.91  (feet)  COMP
 CS2334  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 CS2334
 CS2334  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CS2334
 CS2334.The horizontal coordinates were scaled from a topographic map and have
 CS2334.an estimated accuracy of +/- 6 seconds.
 CS2334
 CS2334.The orthometric height was determined by differential leveling
 CS2334.and adjusted by the National Geodetic Survey in 1992..
 CS2334.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CS2334.rate of 2.1 thru 3.0 mm/km.
 CS2334
 CS2334.The geoid height was determined by GEOID03.
 CS2334
 CS2334.The dynamic height is computed by dividing the NAVD 88
 CS2334.geopotential number by the normal gravity value computed on the
 CS2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2334.degrees latitude (g = 980.6199 gals.).
 CS2334
 CS2334.The modeled gravity was interpolated from observed gravity values.
 CS2334
 CS2334;                    North         East    Units  Estimated Accuracy
 CS2334;SPC TXNC     - 2,112,940.      690,130.      MT  (+/- 180 meters Scaled)
 CS2334
 CS2334                          SUPERSEDED SURVEY CONTROL
 CS2334
 CS2334  NGVD 29 (??/??/92)  281.291  (m)          922.87   (f) ADJ UNCH    1 2
 CS2334
 CS2334.Superseded values are not recommended for survey control.
 CS2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2334.See file dsdata.txt to determine how the superseded data were derived.
 CS2334
 CS2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB369169(NAD 83)
 CS2334_MARKER: DB = BENCH MARK DISK
 CS2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2334_STAMPING: N 404 1947
 CS2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2334+STABILITY: SURFACE MOTION
 CS2334
 CS2334  HISTORY     - Date     Condition        Report By
 CS2334  HISTORY     - 1947     MONUMENTED       CGS
 CS2334  HISTORY     - 1962     GOOD             NGS
 CS2334  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2334  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS2334  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2334
 CS2334                          STATION DESCRIPTION
 CS2334
 CS2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS2334'4.5 MI E FROM ALEDO.
 CS2334'4.5 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2334'AT ALEDO, ABOUT SIXTEEN POLES EAST OF MILE POST 260, AT A ROAD
 CS2334'CROSSING, 73.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 48.2 FEET
 CS2334'NORTH OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK,
 CS2334'41.0 FEET SOUTH OF A TELEPHONE POLE AND 1.0 FOOT WEST OF A 4 X 4 IN.
 CS2334'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS2334'PROJECTS ABOUT 3 INCHES ABOVE GROUND.  NOTE-- THE MARKER POST HAS
 CS2334'ROTTED AWAY.  THE BENCH MARK MAY BE REACHED FROM THE JUNCTION OF U. S.
 CS2334'HIGHWAY 377 AND THE ALEDO ROAD IN BENBROOK, BY GOING 5.1 MILES ALONG
 CS2334'THE PAVED ROAD LEADING NORTH THROUGH THE BENBROOK LUMBER COMPANY AREA
 CS2334'THENCE WEST ALONG THE TEXAS AND PACIFIC RAILROAD.
 CS2334
 CS2334                          STATION RECOVERY (1983)
 CS2334
 CS2334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2334'MARK NOT FOUND.
 CS2334
 CS2334                          STATION RECOVERY (1996)
 CS2334
 CS2334'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2334'MARK NOT FOUND.
 CS2334
 CS2334                          STATION RECOVERY (2004)
 CS2334
 CS2334'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS2334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1784 ***********************************************************************
 BY1784  DESIGNATION -  N 405
 BY1784  PID         -  BY1784
 BY1784  STATE/COUNTY-  TX/HOUSTON
 BY1784  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1784
 BY1784                         *CURRENT SURVEY CONTROL
 BY1784  ___________________________________________________________________
 BY1784* NAD 83(1986)-  31 25 58.     (N)    095 40 49.     (W)     SCALED    
 BY1784* NAVD 88     -        72.34   (+/-2cm)     237.3    (feet)  VERTCON   
 BY1784  ___________________________________________________________________
 BY1784  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY1784
 BY1784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1784
 BY1784.The horizontal coordinates were scaled from a topographic map and have
 BY1784.an estimated accuracy of +/- 6 seconds.
 BY1784
 BY1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1784.The vertical order pertains to the NGVD 29 superseded value.
 BY1784
 BY1784.The geoid height was determined by GEOID03.
 BY1784
 BY1784;                    North         East    Units  Estimated Accuracy
 BY1784;SPC TX C     - 3,205,030.    1,142,200.      MT  (+/- 180 meters Scaled)
 BY1784
 BY1784                          SUPERSEDED SURVEY CONTROL
 BY1784
 BY1784  NGVD 29 (??/??/92)   72.334  (m)          237.32   (f) ADJ UNCH    2 0
 BY1784
 BY1784.Superseded values are not recommended for survey control.
 BY1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1784.See file dsdata.txt to determine how the superseded data were derived.
 BY1784
 BY1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ452806(NAD 83)
 BY1784_MARKER: DB = BENCH MARK DISK
 BY1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1784_STAMPING: N 405 1947
 BY1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1784+STABILITY: SURFACE MOTION
 BY1784
 BY1784  HISTORY     - Date     Condition        Report By
 BY1784  HISTORY     - 1947     MONUMENTED       CGS
 BY1784
 BY1784                          STATION DESCRIPTION
 BY1784
 BY1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1784'15.8 MI SW FROM GRAPELAND.
 BY1784'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1784'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY
 BY1784'13.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHWESTERLY 2.2 MILES
 BY1784'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 34.0 FEET
 BY1784'SOUTHEAST OF A TWENTYFOUR INCH OAK TREE, 36.0 FEET SOUTHEAST OF A
 BY1784'FENCE CORNER, 31.0 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 BY1784'LINE OF THE ROAD, 1.0 FOOT SOUTHWEST OF A FENCE AND 1.0 FOOT NORTHWEST
 BY1784'OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP
 BY1784'OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2166 ***********************************************************************
 BY2166  DESIGNATION -  N 406
 BY2166  PID         -  BY2166
 BY2166  STATE/COUNTY-  TX/ANDERSON
 BY2166  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2166
 BY2166                         *CURRENT SURVEY CONTROL
 BY2166  ___________________________________________________________________
 BY2166* NAD 83(1986)-  31 39 13.     (N)    095 42 18.     (W)     SCALED    
 BY2166* NAVD 88     -        73.16   (+/-2cm)     240.0    (feet)  VERTCON   
 BY2166  ___________________________________________________________________
 BY2166  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2166
 BY2166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2166
 BY2166.The horizontal coordinates were scaled from a topographic map and have
 BY2166.an estimated accuracy of +/- 6 seconds.
 BY2166
 BY2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2166.The vertical order pertains to the NGVD 29 superseded value.
 BY2166
 BY2166.The geoid height was determined by GEOID03.
 BY2166
 BY2166;                    North         East    Units  Estimated Accuracy
 BY2166;SPC TX C     - 3,229,400.    1,138,830.      MT  (+/- 180 meters Scaled)
 BY2166
 BY2166                          SUPERSEDED SURVEY CONTROL
 BY2166
 BY2166  NGVD 29 (??/??/92)   73.144  (m)          239.97   (f) ADJ UNCH    2 0
 BY2166
 BY2166.Superseded values are not recommended for survey control.
 BY2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2166.See file dsdata.txt to determine how the superseded data were derived.
 BY2166
 BY2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR434052(NAD 83)
 BY2166_MARKER: DB = BENCH MARK DISK
 BY2166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2166_SP_SET: CURB
 BY2166_STAMPING: N 406 1947
 BY2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2166
 BY2166  HISTORY     - Date     Condition        Report By
 BY2166  HISTORY     - 1947     MONUMENTED       CGS
 BY2166
 BY2166                          STATION DESCRIPTION
 BY2166
 BY2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2166'8.5 MI W FROM ELKHART.
 BY2166'ABOUT 8.5 MILES WEST ALONG STATE HIGHWAY NO.294 FROM THE ELKHART STATE
 BY2166'BANK AT ELKHART, 12.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT HIGHER THAN
 BY2166'THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTHEAST END OF THE
 BY2166'NORTHEAST CONCRETE CURB OF A BRIDGE.  A BRONZE BENCH MARK DISK SET IN
 BY2166'A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1804 ***********************************************************************
 BY1804  DESIGNATION -  N 407
 BY1804  PID         -  BY1804
 BY1804  STATE/COUNTY-  TX/HOUSTON
 BY1804  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1804
 BY1804                         *CURRENT SURVEY CONTROL
 BY1804  ___________________________________________________________________
 BY1804* NAD 83(1986)-  31 22 26.     (N)    095 32 50.     (W)     SCALED    
 BY1804* NAVD 88     -        91.02   (+/-2cm)     298.6    (feet)  VERTCON   
 BY1804  ___________________________________________________________________
 BY1804  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BY1804
 BY1804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1804
 BY1804.The horizontal coordinates were scaled from a topographic map and have
 BY1804.an estimated accuracy of +/- 6 seconds.
 BY1804
 BY1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1804.The vertical order pertains to the NGVD 29 superseded value.
 BY1804
 BY1804.The geoid height was determined by GEOID03.
 BY1804
 BY1804;                    North         East    Units  Estimated Accuracy
 BY1804;SPC TX C     - 3,199,050.    1,155,120.      MT  (+/- 180 meters Scaled)
 BY1804
 BY1804                          SUPERSEDED SURVEY CONTROL
 BY1804
 BY1804  NGVD 29 (??/??/92)   91.013  (m)          298.60   (f) ADJ UNCH    2 0
 BY1804
 BY1804.Superseded values are not recommended for survey control.
 BY1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1804.See file dsdata.txt to determine how the superseded data were derived.
 BY1804
 BY1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ577738(NAD 83)
 BY1804_MARKER: DB = BENCH MARK DISK
 BY1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1804_STAMPING: N 407 1947
 BY1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1804+STABILITY: SURFACE MOTION
 BY1804
 BY1804  HISTORY     - Date     Condition        Report By
 BY1804  HISTORY     - 1947     MONUMENTED       CGS
 BY1804
 BY1804                          STATION DESCRIPTION
 BY1804
 BY1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1804'7.3 MI NW FROM CROCKETT.
 BY1804'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1804'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1804'NORTHWESTERLY 6.6 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1804'BENCH MARK IS 135.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 BY1804'WOODEN BRIDGE, 32.7 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY1804'OF THE ROAD, 9.3 FEET SOUTHWEST OF A TEN INCH OAK TREE AND 1.0 FOOT
 BY1804'EAST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BY1804'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1805 ***********************************************************************
 BY1805  DESIGNATION -  N 407 RESET 1972
 BY1805  PID         -  BY1805
 BY1805  STATE/COUNTY-  TX/HOUSTON
 BY1805  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1805
 BY1805                         *CURRENT SURVEY CONTROL
 BY1805  ___________________________________________________________________
 BY1805* NAD 83(1986)-  31 22 26.     (N)    095 32 50.     (W)     SCALED    
 BY1805* NAVD 88     -        90.97   (+/-2cm)     298.5    (feet)  VERTCON   
 BY1805  ___________________________________________________________________
 BY1805  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BY1805
 BY1805  VERT ORDER  -  THIRD (See Below)
 BY1805
 BY1805.The horizontal coordinates were scaled from a topographic map and have
 BY1805.an estimated accuracy of +/- 6 seconds.
 BY1805
 BY1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1805.The vertical order pertains to the NGVD 29 superseded value.
 BY1805
 BY1805.The geoid height was determined by GEOID03.
 BY1805
 BY1805;                    North         East    Units  Estimated Accuracy
 BY1805;SPC TX C     - 3,199,050.    1,155,120.      MT  (+/- 180 meters Scaled)
 BY1805
 BY1805                          SUPERSEDED SURVEY CONTROL
 BY1805
 BY1805  NGVD 29 (01/29/03)   90.96   (m)          298.4    (f) RESET       3  
 BY1805
 BY1805.Superseded values are not recommended for survey control.
 BY1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1805.See file dsdata.txt to determine how the superseded data were derived.
 BY1805
 BY1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ577738(NAD 83)
 BY1805_MARKER: DB = BENCH MARK DISK
 BY1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1805_STAMPING: N 407 RESET 1972
 BY1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1805+STABILITY: SURFACE MOTION
 BY1805
 BY1805  HISTORY     - Date     Condition        Report By
 BY1805  HISTORY     - 1972     MONUMENTED       NGS
 BY1805
 BY1805                          STATION DESCRIPTION
 BY1805
 BY1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BY1805'7.2 MI NW FROM CROCKETT.
 BY1805'0.6 MILE WEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE AT CROCKETT,
 BY1805'THENCE 6.6 MILES NORTHWEST ALONG FARM-TO-MARKET ROAD 229, 50 FEET
 BY1805'NORTH OF THE CENTER LINE OF THE ROAD, 90 FEET NORTHWEST OF THE
 BY1805'NORTHEAST END OF A CONCRETE CULVERT AND SET IN THE TOP OF A CONCRETE
 BY1805'POST PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0539 ***********************************************************************
 CS0539  DESIGNATION -  N 408
 CS0539  PID         -  CS0539
 CS0539  STATE/COUNTY-  TX/NAVARRO
 CS0539  USGS QUAD   -  CORSICANA (1978)
 CS0539
 CS0539                         *CURRENT SURVEY CONTROL
 CS0539  ___________________________________________________________________
 CS0539* NAD 83(1986)-  32 03 46.     (N)    096 29 58.     (W)     SCALED    
 CS0539* NAVD 88     -       141.396  (meters)     463.90   (feet)  ADJUSTED  
 CS0539  ___________________________________________________________________
 CS0539  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0539  DYNAMIC HT  -         141.231 (meters)     463.36  (feet)  COMP
 CS0539  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 CS0539
 CS0539  VERT ORDER  -  SECOND    CLASS 0
 CS0539
 CS0539.The horizontal coordinates were scaled from a topographic map and have
 CS0539.an estimated accuracy of +/- 6 seconds.
 CS0539
 CS0539.The orthometric height was determined by differential leveling
 CS0539.and adjusted by the National Geodetic Survey in June 1991..
 CS0539
 CS0539.The geoid height was determined by GEOID03.
 CS0539
 CS0539.The dynamic height is computed by dividing the NAVD 88
 CS0539.geopotential number by the normal gravity value computed on the
 CS0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0539.degrees latitude (g = 980.6199 gals.).
 CS0539
 CS0539.The modeled gravity was interpolated from observed gravity values.
 CS0539
 CS0539;                    North         East    Units  Estimated Accuracy
 CS0539;SPC TXNC     - 2,045,730.      788,900.      MT  (+/- 180 meters Scaled)
 CS0539
 CS0539                          SUPERSEDED SURVEY CONTROL
 CS0539
 CS0539  NGVD 29 (??/??/92)  141.381  (m)          463.85   (f) ADJ UNCH    2 0
 CS0539
 CS0539.Superseded values are not recommended for survey control.
 CS0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0539.See file dsdata.txt to determine how the superseded data were derived.
 CS0539
 CS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA360501(NAD 83)
 CS0539_MARKER: DB = BENCH MARK DISK
 CS0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0539_STAMPING: N 408 1947
 CS0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0539+STABILITY: SURFACE MOTION
 CS0539
 CS0539  HISTORY     - Date     Condition        Report By
 CS0539  HISTORY     - 1947     MONUMENTED       CGS
 CS0539
 CS0539                          STATION DESCRIPTION
 CS0539
 CS0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0539'3.0 MI SW FROM CORSICANA.
 CS0539'AT THE CORSICANA COMMERCIAL AIRPORT WHICH IS 3.0 MILES SOUTHWEST OF
 CS0539'THE UNION RAILROAD STATION AT CORSICANA, 1.25 MILE SOUTH ALONG A DIRT
 CS0539'ROAD FROM THE STATE ORPHANS HOME, 0.15 MILE SOUTH OF THE MAIN ENTRANCE
 CS0539'TO THE FIELD, 0.15 MILE NORTH OF THE OLD OAK VALLEY SCHOOL WHICH IS
 CS0539'ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY TRACK, AT THE SOUTHWEST
 CS0539'CORNER OF THE LANDING FIELD, AT A RIGHT ANGLE TURN IN A ONE LANE
 CS0539'CONCRETE ROAD, 45.0 FEET NORTH OF THE NORTH EDGE OF A ONE LANE
 CS0539'CONCRETE ROAD, 32.0 FEET EAST OF THE CENTER OF A DIRT ROAD, 18.0 FEET
 CS0539'NORTH OF A FENCE CORNER POST, 3.5 FEET SOUTH OF A REFERENCE POST, SET
 CS0539'IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.3
 CS0539'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2327 ***********************************************************************
 BY2327  DESIGNATION -  N 409
 BY2327  PID         -  BY2327
 BY2327  STATE/COUNTY-  TX/FREESTONE
 BY2327  USGS QUAD   -  LONG LAKE (1964)
 BY2327
 BY2327                         *CURRENT SURVEY CONTROL
 BY2327  ___________________________________________________________________
 BY2327* NAD 83(1986)-  31 40 01.     (N)    095 52 21.     (W)     SCALED    
 BY2327* NAVD 88     -        80.853  (meters)     265.27   (feet)  ADJUSTED  
 BY2327  ___________________________________________________________________
 BY2327  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BY2327  DYNAMIC HT  -          80.755 (meters)     264.94  (feet)  COMP
 BY2327  MODELED GRAV-     979,430.0   (mgal)                       NAVD 88
 BY2327
 BY2327  VERT ORDER  -  SECOND    CLASS 0
 BY2327
 BY2327.The horizontal coordinates were scaled from a topographic map and have
 BY2327.an estimated accuracy of +/- 6 seconds.
 BY2327
 BY2327.The orthometric height was determined by differential leveling
 BY2327.and adjusted by the National Geodetic Survey in June 1991..
 BY2327
 BY2327.The geoid height was determined by GEOID03.
 BY2327
 BY2327.The dynamic height is computed by dividing the NAVD 88
 BY2327.geopotential number by the normal gravity value computed on the
 BY2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2327.degrees latitude (g = 980.6199 gals.).
 BY2327
 BY2327.The modeled gravity was interpolated from observed gravity values.
 BY2327
 BY2327;                    North         East    Units  Estimated Accuracy
 BY2327;SPC TX C     - 3,230,230.    1,122,900.      MT  (+/- 180 meters Scaled)
 BY2327
 BY2327                          SUPERSEDED SURVEY CONTROL
 BY2327
 BY2327  NGVD 29 (??/??/92)   80.837  (m)          265.21   (f) ADJ UNCH    2 0
 BY2327
 BY2327.Superseded values are not recommended for survey control.
 BY2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2327.See file dsdata.txt to determine how the superseded data were derived.
 BY2327
 BY2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR276071(NAD 83)
 BY2327_MARKER: DB = BENCH MARK DISK
 BY2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2327_STAMPING: N 409 1947
 BY2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2327+STABILITY: SURFACE MOTION
 BY2327
 BY2327  HISTORY     - Date     Condition        Report By
 BY2327  HISTORY     - 1947     MONUMENTED       CGS
 BY2327
 BY2327                          STATION DESCRIPTION
 BY2327
 BY2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2327'3.9 MI NE FROM BUTLER.
 BY2327'2.8 MILES EAST ALONG U.S. HIGHWAY NO. 84 AND 1.1 MILE NORTHWEST ALONG
 BY2327'A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER, AT THE
 BY2327'NORTHWEST CORNER OF A LAKE AND AT A RIGHT ANGLE TURN IN THE ROAD, 28.0
 BY2327'FEET NORTH OF THE CENTER OF THE EAST-WEST PORTION OF THE ROAD AND IN
 BY2327'LINE WITH THE CENTER-LINE OF THE NORTH-SOUTH PORTION OF THE ROAD, 2.5
 BY2327'FEET EAST OF A REFERENCE POST, 1.0 FOOT SOUTH OF THE NORTH
 BY2327'RIGHT-OF-WAY FENCE, ALSO 0.25 MILE SOUTHEAST AND UP A HILL FROM A
 BY2327'75-FOOT WOODEN BRIDGE OVER A CREEK, SET IN A CONCRETE POST ABOUT THE
 BY2327'SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0338 ***********************************************************************
 BZ0338  DESIGNATION -  N 410
 BZ0338  PID         -  BZ0338
 BZ0338  STATE/COUNTY-  TX/FREESTONE
 BZ0338  USGS QUAD   -  TURLINGTON (1982)
 BZ0338
 BZ0338                         *CURRENT SURVEY CONTROL
 BZ0338  ___________________________________________________________________
 BZ0338* NAD 83(1986)-  31 42 19.     (N)    096 02 59.     (W)     SCALED    
 BZ0338* NAVD 88     -       145.373  (meters)     476.94   (feet)  ADJUSTED  
 BZ0338  ___________________________________________________________________
 BZ0338  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BZ0338  DYNAMIC HT  -         145.197 (meters)     476.37  (feet)  COMP
 BZ0338  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 BZ0338
 BZ0338  VERT ORDER  -  SECOND    CLASS 0
 BZ0338
 BZ0338.The horizontal coordinates were scaled from a topographic map and have
 BZ0338.an estimated accuracy of +/- 6 seconds.
 BZ0338
 BZ0338.The orthometric height was determined by differential leveling
 BZ0338.and adjusted by the National Geodetic Survey in June 1991..
 BZ0338
 BZ0338.The geoid height was determined by GEOID03.
 BZ0338
 BZ0338.The dynamic height is computed by dividing the NAVD 88
 BZ0338.geopotential number by the normal gravity value computed on the
 BZ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0338.degrees latitude (g = 980.6199 gals.).
 BZ0338
 BZ0338.The modeled gravity was interpolated from observed gravity values.
 BZ0338
 BZ0338;                    North         East    Units  Estimated Accuracy
 BZ0338;SPC TX C     - 3,233,810.    1,105,940.      MT  (+/- 180 meters Scaled)
 BZ0338
 BZ0338                          SUPERSEDED SURVEY CONTROL
 BZ0338
 BZ0338  NGVD 29 (??/??/92)  145.36   (m)          476.9    (f) COMPUTED    2 0
 BZ0338
 BZ0338.Superseded values are not recommended for survey control.
 BZ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0338.See file dsdata.txt to determine how the superseded data were derived.
 BZ0338
 BZ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA796115(NAD 83)
 BZ0338_MARKER: DB = BENCH MARK DISK
 BZ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0338_STAMPING: N 410 1947
 BZ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0338+STABILITY: SURFACE MOTION
 BZ0338
 BZ0338  HISTORY     - Date     Condition        Report By
 BZ0338  HISTORY     - 1947     MONUMENTED       CGS
 BZ0338  HISTORY     - 1976     GOOD             LOCENG
 BZ0338
 BZ0338                          STATION DESCRIPTION
 BZ0338
 BZ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0338'1.1 MI NE FROM TURLINGTON.
 BZ0338'TO REACH FROM THE TURLINGTON GROCERY STORE AT TURLINGTON, PROCEED 0.2
 BZ0338'MILE EAST ALONG U.S. HIGHWAY NO. 84, THENCE 0.9 MILE NORTHEAST ALONG A
 BZ0338'DIRT ROAD, BENCH MARK IS 0.2 MILE SOUTH OF THE JUNCTION OF AN
 BZ0338'EAST-WEST DIRT ROAD, 0.15 MILE NORTH OF A SHARP TURN IN THE ROAD,
 BZ0338'300.0 FEET SOUTH OF A POINT WHERE THE SINCLAIR PRAIRIE PIPE LINE
 BZ0338'CROSSES THE ROAD, 28.0 FEET NORTH OF A FENCE CORNER POST, 23.0 FEET
 BZ0338'WEST OF THE CENTER OF THE ROAD, 2.0 FEET SOUTH OF A REFERENCE POST,
 BZ0338'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BZ0338'PROJECTING 0.3 FOOT.
 BZ0338
 BZ0338                          STATION RECOVERY (1976)
 BZ0338
 BZ0338'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 BZ0338'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0241 ***********************************************************************
 BZ0241  DESIGNATION -  N 411
 BZ0241  PID         -  BZ0241
 BZ0241  STATE/COUNTY-  TX/NAVARRO
 BZ0241  USGS QUAD   -  WINKLER (1982)
 BZ0241
 BZ0241                         *CURRENT SURVEY CONTROL
 BZ0241  ___________________________________________________________________
 BZ0241* NAD 83(1986)-  31 55 43.     (N)    096 14 55.     (W)     SCALED    
 BZ0241* NAVD 88     -       122.811  (meters)     402.92   (feet)  ADJUSTED  
 BZ0241  ___________________________________________________________________
 BZ0241  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 BZ0241  DYNAMIC HT  -         122.667 (meters)     402.45  (feet)  COMP
 BZ0241  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 BZ0241
 BZ0241  VERT ORDER  -  SECOND    CLASS 0
 BZ0241
 BZ0241.The horizontal coordinates were scaled from a topographic map and have
 BZ0241.an estimated accuracy of +/- 6 seconds.
 BZ0241
 BZ0241.The orthometric height was determined by differential leveling
 BZ0241.and adjusted by the National Geodetic Survey in June 1991..
 BZ0241
 BZ0241.The geoid height was determined by GEOID03.
 BZ0241
 BZ0241.The dynamic height is computed by dividing the NAVD 88
 BZ0241.geopotential number by the normal gravity value computed on the
 BZ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0241.degrees latitude (g = 980.6199 gals.).
 BZ0241
 BZ0241.The modeled gravity was interpolated from observed gravity values.
 BZ0241
 BZ0241;                    North         East    Units  Estimated Accuracy
 BZ0241;SPC TXNC     - 2,031,330.      812,900.      MT  (+/- 180 meters Scaled)
 BZ0241
 BZ0241                          SUPERSEDED SURVEY CONTROL
 BZ0241
 BZ0241  NGVD 29 (??/??/92)  122.801  (m)          402.89   (f) ADJ UNCH    2 0
 BZ0241
 BZ0241.Superseded values are not recommended for survey control.
 BZ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0241.See file dsdata.txt to determine how the superseded data were derived.
 BZ0241
 BZ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA601358(NAD 83)
 BZ0241_MARKER: DB = BENCH MARK DISK
 BZ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0241_STAMPING: N 411 1947
 BZ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0241+STABILITY: SURFACE MOTION
 BZ0241
 BZ0241  HISTORY     - Date     Condition        Report By
 BZ0241  HISTORY     - 1947     MONUMENTED       CGS
 BZ0241  HISTORY     - 1958     POOR             USGS
 BZ0241
 BZ0241                          STATION DESCRIPTION
 BZ0241
 BZ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0241'2.6 MI W FROM WINKLER.
 BZ0241'2.4 MILES WEST ALONG FM 246 FROM THE POSTOFFICE AT WINKLER, 0.1 MILE
 BZ0241'SOUTH ALONG TRACK ROAD, 0.15 MILES WEST ALONG ABANDONED ROAD AT TOP OF
 BZ0241'HILL, 101.5 FEET NORTH-NORTHEAST OF A LONE 2-FOOT HICKORY TREE, 31.0
 BZ0241'FEET SOUTH OF THE CENTER OF THE ABANDONED ROAD.  SET IN A CONCRETE
 BZ0241'POST PROJECTING 0.4 FEET AND LEANING SLIGHTLY.  NOTE-- MARK WAS FOUND
 BZ0241'IN A LEANING POSITION AS IF IT HAS BEEN HIT BY CULTIVATING TOOLS.
 BZ0241
 BZ0241                          STATION RECOVERY (1958)
 BZ0241
 BZ0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BZ0241'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1339 ***********************************************************************
 BL1339  DESIGNATION -  N 412
 BL1339  PID         -  BL1339
 BL1339  STATE/COUNTY-  TX/SAN JACINTO
 BL1339  USGS QUAD   -  BEAR CREEK (1976)
 BL1339
 BL1339                         *CURRENT SURVEY CONTROL
 BL1339  ___________________________________________________________________
 BL1339* NAD 83(1986)-  30 29 13.     (N)    095 12 00.     (W)     SCALED    
 BL1339* NAVD 88     -        81.27   (+/-2cm)     266.6    (feet)  VERTCON   
 BL1339  ___________________________________________________________________
 BL1339  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1339
 BL1339  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1339
 BL1339.The horizontal coordinates were scaled from a topographic map and have
 BL1339.an estimated accuracy of +/- 6 seconds.
 BL1339
 BL1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1339.The vertical order pertains to the NGVD 29 superseded value.
 BL1339
 BL1339.The geoid height was determined by GEOID03.
 BL1339
 BL1339;                    North         East    Units  Estimated Accuracy
 BL1339;SPC TX C     - 3,102,300.    1,192,650.      MT  (+/- 180 meters Scaled)
 BL1339
 BL1339                          SUPERSEDED SURVEY CONTROL
 BL1339
 BL1339  NGVD 29 (??/??/92)   81.275  (m)          266.65   (f) ADJ UNCH    2 0
 BL1339
 BL1339.Superseded values are not recommended for survey control.
 BL1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1339.See file dsdata.txt to determine how the superseded data were derived.
 BL1339
 BL1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP888748(NAD 83)
 BL1339_MARKER: DB = BENCH MARK DISK
 BL1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1339_STAMPING: N 412 1947
 BL1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1339+STABILITY: SURFACE MOTION
 BL1339
 BL1339  HISTORY     - Date     Condition        Report By
 BL1339  HISTORY     - 1947     MONUMENTED       CGS
 BL1339
 BL1339                          STATION DESCRIPTION
 BL1339
 BL1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1339'5.9 MI S FROM EVERGREEN.
 BL1339'5.9 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1339'POST OFFICE AT EVERGREEN, 51.0 FEET WEST OF THE CENTER LINE OF A DIRT
 BL1339'ROAD LEADING NORTH, 48.7 FEET NORTHWEST OF THE WEST END OF A
 BL1339'CORRUGATED IRON CULVERT, 30.0 FEET NORTH OF AND 1.5 FEET HIGHER THAN
 BL1339'THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTH OF A WITNESS POST, SET
 BL1339'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 BL1339'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0192 ***********************************************************************
 BZ0192  DESIGNATION -  N 413
 BZ0192  PID         -  BZ0192
 BZ0192  STATE/COUNTY-  TX/NAVARRO
 BZ0192  USGS QUAD   -  STREETMAN (1982)
 BZ0192
 BZ0192                         *CURRENT SURVEY CONTROL
 BZ0192  ___________________________________________________________________
 BZ0192* NAD 83(1986)-  31 53 13.     (N)    096 19 46.     (W)     SCALED    
 BZ0192* NAVD 88     -       114.049  (meters)     374.18   (feet)  ADJUSTED  
 BZ0192  ___________________________________________________________________
 BZ0192  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 BZ0192  DYNAMIC HT  -         113.915 (meters)     373.74  (feet)  COMP
 BZ0192  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 BZ0192
 BZ0192  VERT ORDER  -  SECOND    CLASS 0
 BZ0192
 BZ0192.The horizontal coordinates were scaled from a topographic map and have
 BZ0192.an estimated accuracy of +/- 6 seconds.
 BZ0192
 BZ0192.The orthometric height was determined by differential leveling
 BZ0192.and adjusted by the National Geodetic Survey in June 1991..
 BZ0192
 BZ0192.The geoid height was determined by GEOID03.
 BZ0192
 BZ0192.The dynamic height is computed by dividing the NAVD 88
 BZ0192.geopotential number by the normal gravity value computed on the
 BZ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0192.degrees latitude (g = 980.6199 gals.).
 BZ0192
 BZ0192.The modeled gravity was interpolated from observed gravity values.
 BZ0192
 BZ0192;                    North         East    Units  Estimated Accuracy
 BZ0192;SPC TXNC     - 2,026,550.      805,360.      MT  (+/- 180 meters Scaled)
 BZ0192
 BZ0192                          SUPERSEDED SURVEY CONTROL
 BZ0192
 BZ0192  NGVD 29 (??/??/92)  114.035  (m)          374.13   (f) ADJ UNCH    2 0
 BZ0192
 BZ0192.Superseded values are not recommended for survey control.
 BZ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0192.See file dsdata.txt to determine how the superseded data were derived.
 BZ0192
 BZ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA525310(NAD 83)
 BZ0192_MARKER: DB = BENCH MARK DISK
 BZ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0192_STAMPING: N 413 1947
 BZ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0192+STABILITY: SURFACE MOTION
 BZ0192
 BZ0192  HISTORY     - Date     Condition        Report By
 BZ0192  HISTORY     - 1947     MONUMENTED       CGS
 BZ0192  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0192
 BZ0192                          STATION DESCRIPTION
 BZ0192
 BZ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0192'0.8 MI N FROM STREETMAN.
 BZ0192'0.8 MILE NORTH ALONG THE TRACK FROM THE BURLINGTON-ROCK ISLAND
 BZ0192'RAILROAD STATION AT STREETMAN, AT A DIRT ROAD CROSSING, 45.0 FEET WEST
 BZ0192'OF THE WEST RAIL, 36.0 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 10.5
 BZ0192'FEET SOUTH OF A FENCE CORNER POST, 2.2 FEET NORTH OF A REFERENCE POST,
 BZ0192'1.5 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST
 BZ0192'ABOUT 2 FEET ABOVE THE TRACK AND PROJECTING 0.2 FOOT.
 BZ0192
 BZ0192                          STATION RECOVERY (2002)
 BZ0192
 BZ0192'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1976 ***********************************************************************
 BY1976  DESIGNATION -  N 414
 BY1976  PID         -  BY1976
 BY1976  STATE/COUNTY-  TX/HOUSTON
 BY1976  USGS QUAD   -  PEARSONS CHAPEL (1964)
 BY1976
 BY1976                         *CURRENT SURVEY CONTROL
 BY1976  ___________________________________________________________________
 BY1976* NAD 83(1986)-  31 07 59.     (N)    095 32 20.     (W)     SCALED    
 BY1976* NAVD 88     -        99.79   (+/-2cm)     327.4    (feet)  VERTCON   
 BY1976  ___________________________________________________________________
 BY1976  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY1976
 BY1976  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1976
 BY1976.The horizontal coordinates were scaled from a topographic map and have
 BY1976.an estimated accuracy of +/- 6 seconds.
 BY1976
 BY1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1976.The vertical order pertains to the NGVD 29 superseded value.
 BY1976
 BY1976.The geoid height was determined by GEOID03.
 BY1976
 BY1976;                    North         East    Units  Estimated Accuracy
 BY1976;SPC TX C     - 3,172,410.    1,157,060.      MT  (+/- 180 meters Scaled)
 BY1976
 BY1976                          SUPERSEDED SURVEY CONTROL
 BY1976
 BY1976  NGVD 29 (??/??/92)   99.802  (m)          327.43   (f) ADJ UNCH    2 0
 BY1976
 BY1976.Superseded values are not recommended for survey control.
 BY1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1976.See file dsdata.txt to determine how the superseded data were derived.
 BY1976
 BY1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ579471(NAD 83)
 BY1976_MARKER: DB = BENCH MARK DISK
 BY1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1976_STAMPING: N 414 1947
 BY1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1976+STABILITY: SURFACE MOTION
 BY1976
 BY1976  HISTORY     - Date     Condition        Report By
 BY1976  HISTORY     - 1947     MONUMENTED       CGS
 BY1976
 BY1976                          STATION DESCRIPTION
 BY1976
 BY1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1976'1.4 MI S FROM POST OAK.
 BY1976'1.4 MILE SOUTH ALONG A DIRT ROAD WHICH LEADS TO WELDON FROM PEARSONS
 BY1976'CHAPEL SCHOOL AT POST OAK, AT A PRIVATE DRIVE WAY LEADING WEST TO A
 BY1976'FARM HOUSE, 51.0 FEET NORTHEAST OF A 2 1/2-FOOT OAK TREE, 48.0 FEET
 BY1976'SOUTHEAST OF THE SOUTHEAST EDGE OF A SMALL POND, 39.0 FEET NORTH OF
 BY1976'THE CENTER OF A PRIVATE DRIVE WAY, 23.0 FEET WEST OF THE CENTER OF THE
 BY1976'ROAD, 2.0 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF
 BY1976'A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 BY1976'THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1693 ***********************************************************************
 BY1693  DESIGNATION -  N 416
 BY1693  PID         -  BY1693
 BY1693  STATE/COUNTY-  TX/LEON
 BY1693  USGS QUAD   -  CENTERVILLE (1964)
 BY1693
 BY1693                         *CURRENT SURVEY CONTROL
 BY1693  ___________________________________________________________________
 BY1693* NAD 83(1986)-  31 21 15.     (N)    095 59 54.     (W)     SCALED    
 BY1693* NAVD 88     -       109.05   (+/-2cm)     357.8    (feet)  VERTCON   
 BY1693  ___________________________________________________________________
 BY1693  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY1693
 BY1693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1693
 BY1693.The horizontal coordinates were scaled from a topographic map and have
 BY1693.an estimated accuracy of +/- 6 seconds.
 BY1693
 BY1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1693.The vertical order pertains to the NGVD 29 superseded value.
 BY1693
 BY1693.The geoid height was determined by GEOID03.
 BY1693
 BY1693;                    North         East    Units  Estimated Accuracy
 BY1693;SPC TX C     - 3,195,110.    1,112,330.      MT  (+/- 180 meters Scaled)
 BY1693
 BY1693                          SUPERSEDED SURVEY CONTROL
 BY1693
 BY1693  NGVD 29 (??/??/92)  109.023  (m)          357.69   (f) ADJ UNCH    2 0
 BY1693
 BY1693.Superseded values are not recommended for survey control.
 BY1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1693.See file dsdata.txt to determine how the superseded data were derived.
 BY1693
 BY1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ147727(NAD 83)
 BY1693_MARKER: DB = BENCH MARK DISK
 BY1693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1693_SP_SET: CULVERT
 BY1693_STAMPING: N 416 1947
 BY1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1693
 BY1693  HISTORY     - Date     Condition        Report By
 BY1693  HISTORY     - 1947     MONUMENTED       CGS
 BY1693
 BY1693                          STATION DESCRIPTION
 BY1693
 BY1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1693'7.1 MI N FROM CENTERVILLE.
 BY1693'ABOUT 7.1 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE
 BY1693'AT CENTERVILLE, 28.0 FEET WEST OF AND ABOUT 6.0 FEET LOWER THAN THE
 BY1693'CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTH END OF THE EAST
 BY1693'HEADWALL OF A 6 X 12 FT. CONCRETE CULVERT.  A BRONZE BENCH MARK DISK
 BY1693'SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1740 ***********************************************************************
 BY1740  DESIGNATION -  N 417
 BY1740  PID         -  BY1740
 BY1740  STATE/COUNTY-  TX/LEON
 BY1740  USGS QUAD   -  CENTERVILLE (1964)
 BY1740
 BY1740                         *CURRENT SURVEY CONTROL
 BY1740  ___________________________________________________________________
 BY1740* NAD 83(1986)-  31 19 47.     (N)    095 53 17.     (W)     SCALED    
 BY1740* NAVD 88     -       148.00   (+/-2cm)     485.6    (feet)  VERTCON   
 BY1740  ___________________________________________________________________
 BY1740  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY1740
 BY1740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1740
 BY1740.The horizontal coordinates were scaled from a topographic map and have
 BY1740.an estimated accuracy of +/- 6 seconds.
 BY1740
 BY1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1740.The vertical order pertains to the NGVD 29 superseded value.
 BY1740
 BY1740.The geoid height was determined by GEOID03.
 BY1740
 BY1740;                    North         East    Units  Estimated Accuracy
 BY1740;SPC TX C     - 3,192,810.    1,122,920.      MT  (+/- 180 meters Scaled)
 BY1740
 BY1740                          SUPERSEDED SURVEY CONTROL
 BY1740
 BY1740  NGVD 29 (??/??/92)  147.977  (m)          485.49   (f) ADJ UNCH    2 0
 BY1740
 BY1740.Superseded values are not recommended for survey control.
 BY1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1740.See file dsdata.txt to determine how the superseded data were derived.
 BY1740
 BY1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ251697(NAD 83)
 BY1740_MARKER: DB = BENCH MARK DISK
 BY1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1740_STAMPING: N 417 1947
 BY1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1740+STABILITY: SURFACE MOTION
 BY1740
 BY1740  HISTORY     - Date     Condition        Report By
 BY1740  HISTORY     - 1947     MONUMENTED       CGS
 BY1740
 BY1740                          STATION DESCRIPTION
 BY1740
 BY1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1740'5.7 MI SW FROM RUSSELL.
 BY1740'TO REACH FROM THE POST OFFICE AT RUSSELL GO SOUTHWEST 5.7 MILES ALONG
 BY1740'A DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 84 YARDS NORTH OF THE
 BY1740'NORTH ROW OF POLES FOR A POWER LINE, 35.0 FEET NORTHEAST OF AND ABOUT
 BY1740'LEVEL WITH THE CENTER LINE OF THE ROAD, 14.8 FEET SOUTHWEST OF A LONE
 BY1740'TEN INCH OAK TREE AND 1.5 FEET NORTHWEST OF A 4 X 4 IN. MARKER POST. A
 BY1740'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1740'PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0380 ***********************************************************************
 BZ0380  DESIGNATION -  N 418
 BZ0380  PID         -  BZ0380
 BZ0380  STATE/COUNTY-  TX/LEON
 BZ0380  USGS QUAD   -  BUFFALO (1982)
 BZ0380
 BZ0380                         *CURRENT SURVEY CONTROL
 BZ0380  ___________________________________________________________________
 BZ0380* NAD 83(1986)-  31 24 58.     (N)    096 06 12.     (W)     SCALED    
 BZ0380* NAVD 88     -       126.665  (meters)     415.57   (feet)  ADJUSTED  
 BZ0380  ___________________________________________________________________
 BZ0380  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0380  DYNAMIC HT  -         126.509 (meters)     415.05  (feet)  COMP
 BZ0380  MODELED GRAV-     979,403.9   (mgal)                       NAVD 88
 BZ0380
 BZ0380  VERT ORDER  -  SECOND    CLASS 0
 BZ0380
 BZ0380.The horizontal coordinates were scaled from a topographic map and have
 BZ0380.an estimated accuracy of +/- 6 seconds.
 BZ0380
 BZ0380.The orthometric height was determined by differential leveling
 BZ0380.and adjusted by the National Geodetic Survey in June 1991..
 BZ0380
 BZ0380.The geoid height was determined by GEOID03.
 BZ0380
 BZ0380.The dynamic height is computed by dividing the NAVD 88
 BZ0380.geopotential number by the normal gravity value computed on the
 BZ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0380.degrees latitude (g = 980.6199 gals.).
 BZ0380
 BZ0380.The modeled gravity was interpolated from observed gravity values.
 BZ0380
 BZ0380;                    North         East    Units  Estimated Accuracy
 BZ0380;SPC TX C     - 3,201,580.    1,102,080.      MT  (+/- 180 meters Scaled)
 BZ0380
 BZ0380                          SUPERSEDED SURVEY CONTROL
 BZ0380
 BZ0380  NGVD 29 (??/??/92)  126.643  (m)          415.49   (f) ADJ UNCH    2 0
 BZ0380
 BZ0380.Superseded values are not recommended for survey control.
 BZ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0380.See file dsdata.txt to determine how the superseded data were derived.
 BZ0380
 BZ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV753793(NAD 83)
 BZ0380_MARKER: DB = BENCH MARK DISK
 BZ0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0380_SP_SET: CULVERT
 BZ0380_STAMPING: N 418 1947
 BZ0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0380
 BZ0380  HISTORY     - Date     Condition        Report By
 BZ0380  HISTORY     - 1947     MONUMENTED       CGS
 BZ0380  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0380
 BZ0380                          STATION DESCRIPTION
 BZ0380
 BZ0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0380'4.5 MI SW FROM BUFFALO.
 BZ0380'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 4.5 MILES ALONG
 BZ0380'U.S. HIGHWAY NO.79 TO SITE OF MARK, BENCH MARK IS ABOUT 4.7 MILES
 BZ0380'NORTHEAST OF JEWETT, 16.0 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE
 BZ0380'CENTER LINE OF THE HIGHWAY, ON TOP OF THE NORTHEAST END OF THE
 BZ0380'NORTHWEST HEADWALL OF A 4 X 9 FT. THREE COMPARTMENT CONCRETE CULVERT.
 BZ0380'A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 BZ0380
 BZ0380                          STATION RECOVERY (1980)
 BZ0380
 BZ0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1744 ***********************************************************************
 BY1744  DESIGNATION -  N 419
 BY1744  PID         -  BY1744
 BY1744  STATE/COUNTY-  TX/LEON
 BY1744  USGS QUAD   -  EUNICE (1964)
 BY1744
 BY1744                         *CURRENT SURVEY CONTROL
 BY1744  ___________________________________________________________________
 BY1744* NAD 83(1986)-  31 16 50.     (N)    095 52 22.     (W)     SCALED    
 BY1744* NAVD 88     -       126.09   (+/-2cm)     413.7    (feet)  VERTCON   
 BY1744  ___________________________________________________________________
 BY1744  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY1744
 BY1744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1744
 BY1744.The horizontal coordinates were scaled from a topographic map and have
 BY1744.an estimated accuracy of +/- 6 seconds.
 BY1744
 BY1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1744.The vertical order pertains to the NGVD 29 superseded value.
 BY1744
 BY1744.The geoid height was determined by GEOID03.
 BY1744
 BY1744;                    North         East    Units  Estimated Accuracy
 BY1744;SPC TX C     - 3,187,420.    1,124,590.      MT  (+/- 180 meters Scaled)
 BY1744
 BY1744                          SUPERSEDED SURVEY CONTROL
 BY1744
 BY1744  NGVD 29 (??/??/92)  126.067  (m)          413.60   (f) ADJ UNCH    2 0
 BY1744
 BY1744.Superseded values are not recommended for survey control.
 BY1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1744.See file dsdata.txt to determine how the superseded data were derived.
 BY1744
 BY1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ265642(NAD 83)
 BY1744_MARKER: DB = BENCH MARK DISK
 BY1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1744_STAMPING: N 419 1947
 BY1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1744+STABILITY: SURFACE MOTION
 BY1744
 BY1744  HISTORY     - Date     Condition        Report By
 BY1744  HISTORY     - 1947     MONUMENTED       CGS
 BY1744
 BY1744                          STATION DESCRIPTION
 BY1744
 BY1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1744'4.4 MI NW FROM CENTERVIEW.
 BY1744'TO REACH FROM THE CENTERVIEW HIGH SCHOOL AT CENTERVIEW GO NORTHWEST
 BY1744'2.5 MILES ALONG A GRADED DIRT ROAD, THENCE WESTERLY 1.8 MILES ALONG A
 BY1744'GRADED DIRT ROAD, THENCE NORTH 0.1 MILE ALONG A GRADED DIRT ROAD TO
 BY1744'SITE OF MARK, BENCH MARK IS ABOUT 0.8 MILE SOUTH OF STATE HIGHWAY
 BY1744'NO.7, 31.0 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BY1744'THE ROAD, 11.0 FEET NORTHEAST OF A SMALL HICKORY TREE, 2.0 FEET
 BY1744'NORTHEAST OF A FENCE AND 1.5 FEET NORTHWEST OF A 4X4 IN. MARKER POST.
 BY1744'A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1744'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1884 ***********************************************************************
 BY1884  DESIGNATION -  N 420
 BY1884  PID         -  BY1884
 BY1884  STATE/COUNTY-  TX/LEON
 BY1884  USGS QUAD   -  LEONA (1964)
 BY1884
 BY1884                         *CURRENT SURVEY CONTROL
 BY1884  ___________________________________________________________________
 BY1884* NAD 83(1986)-  31 09 48.     (N)    095 53 02.     (W)     SCALED    
 BY1884* NAVD 88     -        79.51   (+/-2cm)     260.9    (feet)  VERTCON   
 BY1884  ___________________________________________________________________
 BY1884  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY1884
 BY1884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1884
 BY1884.The horizontal coordinates were scaled from a topographic map and have
 BY1884.an estimated accuracy of +/- 6 seconds.
 BY1884
 BY1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1884.The vertical order pertains to the NGVD 29 superseded value.
 BY1884
 BY1884.The geoid height was determined by GEOID03.
 BY1884
 BY1884;                    North         East    Units  Estimated Accuracy
 BY1884;SPC TX C     - 3,174,400.    1,124,050.      MT  (+/- 180 meters Scaled)
 BY1884
 BY1884                          SUPERSEDED SURVEY CONTROL
 BY1884
 BY1884  NGVD 29 (??/??/92)   79.499  (m)          260.82   (f) ADJ UNCH    2 0
 BY1884
 BY1884.Superseded values are not recommended for survey control.
 BY1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1884.See file dsdata.txt to determine how the superseded data were derived.
 BY1884
 BY1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ251512(NAD 83)
 BY1884_MARKER: DB = BENCH MARK DISK
 BY1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1884_STAMPING: N 420 1947
 BY1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1884+STABILITY: SURFACE MOTION
 BY1884
 BY1884  HISTORY     - Date     Condition        Report By
 BY1884  HISTORY     - 1947     MONUMENTED       CGS
 BY1884
 BY1884                          STATION DESCRIPTION
 BY1884
 BY1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1884'2.1 MI SW FROM MIDDLETON.
 BY1884'TO REACH FROM THE POST OFFICE AT MIDDLETON GO SOUTH 1.2 MILES ALONG A
 BY1884'GRADED DIRT ROAD, THENCE WESTERLY 0.9 MILE ALONG A GRADED DIRT ROAD TO
 BY1884'SITE OF MARK, BENCH MARK IS ABOUT 49 YARDS WEST OF A FENCE CORNER,
 BY1884'70.5 FEET NORTH OF AND ACROSS THE ROAD FROM A FOURTEEN INCH OAK TREE,
 BY1884'48.5 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY1884'3.0 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER
 BY1884'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1884'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0305 ***********************************************************************
 BZ0305  DESIGNATION -  N 421
 BZ0305  PID         -  BZ0305
 BZ0305  STATE/COUNTY-  TX/FREESTONE
 BZ0305  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0305
 BZ0305                         *CURRENT SURVEY CONTROL
 BZ0305  ___________________________________________________________________
 BZ0305* NAD 83(1986)-  31 53 55.     (N)    096 03 16.     (W)     SCALED    
 BZ0305* NAVD 88     -        75.520  (meters)     247.77   (feet)  ADJUSTED  
 BZ0305  ___________________________________________________________________
 BZ0305  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BZ0305  DYNAMIC HT  -          75.431 (meters)     247.48  (feet)  COMP
 BZ0305  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 BZ0305
 BZ0305  VERT ORDER  -  SECOND    CLASS 0
 BZ0305
 BZ0305.The horizontal coordinates were scaled from a topographic map and have
 BZ0305.an estimated accuracy of +/- 6 seconds.
 BZ0305
 BZ0305.The orthometric height was determined by differential leveling
 BZ0305.and adjusted by the National Geodetic Survey in June 1991..
 BZ0305
 BZ0305.The geoid height was determined by GEOID03.
 BZ0305
 BZ0305.The dynamic height is computed by dividing the NAVD 88
 BZ0305.geopotential number by the normal gravity value computed on the
 BZ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0305.degrees latitude (g = 980.6199 gals.).
 BZ0305
 BZ0305.The modeled gravity was interpolated from observed gravity values.
 BZ0305
 BZ0305;                    North         East    Units  Estimated Accuracy
 BZ0305;SPC TX C     - 3,255,220.    1,104,670.      MT  (+/- 180 meters Scaled)
 BZ0305
 BZ0305                          SUPERSEDED SURVEY CONTROL
 BZ0305
 BZ0305  NGVD 29 (??/??/92)   75.517  (m)          247.76   (f) ADJ UNCH    2 0
 BZ0305
 BZ0305.Superseded values are not recommended for survey control.
 BZ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0305.See file dsdata.txt to determine how the superseded data were derived.
 BZ0305
 BZ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA785329(NAD 83)
 BZ0305_MARKER: DB = BENCH MARK DISK
 BZ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0305_STAMPING: N 421 1947
 BZ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0305+STABILITY: SURFACE MOTION
 BZ0305
 BZ0305  HISTORY     - Date     Condition        Report By
 BZ0305  HISTORY     - 1947     MONUMENTED       CGS
 BZ0305
 BZ0305                          STATION DESCRIPTION
 BZ0305
 BZ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0305'4.6 MI N FROM YOUNG.
 BZ0305'4.6 MILES NORTH ALONG A DIRT ROAD FROM THE GENERAL STORE AT YOUNG, 1.2
 BZ0305'MILES NORTHEAST OF THE AMERADA OIL COMPANY HEADQUARTERS, 0.3 MILE
 BZ0305'NORTHEAST OF A LONG WOODEN BRIDGE OVER TEHUACANA CREEK, 420 FEET
 BZ0305'SOUTHWEST OF A 48 INCH IRON PIPE CULVERT, 30 FEET SOUTHEAST OF THE
 BZ0305'CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A 4X4 MARKER POST.  A
 BZ0305'BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 BZ0305'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0698 ***********************************************************************
 CS0698  DESIGNATION -  N 422
 CS0698  PID         -  CS0698
 CS0698  STATE/COUNTY-  TX/NAVARRO
 CS0698  USGS QUAD   -  GOODLOW PARK (1978)
 CS0698
 CS0698                         *CURRENT SURVEY CONTROL
 CS0698  ___________________________________________________________________
 CS0698* NAD 83(1986)-  32 03 24.     (N)    096 08 05.     (W)     SCALED    
 CS0698* NAVD 88     -       103.780  (meters)     340.48   (feet)  ADJUSTED  
 CS0698  ___________________________________________________________________
 CS0698  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0698  DYNAMIC HT  -         103.660 (meters)     340.09  (feet)  COMP
 CS0698  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 CS0698
 CS0698  VERT ORDER  -  SECOND    CLASS 0
 CS0698
 CS0698.The horizontal coordinates were scaled from a topographic map and have
 CS0698.an estimated accuracy of +/- 6 seconds.
 CS0698
 CS0698.The orthometric height was determined by differential leveling
 CS0698.and adjusted by the National Geodetic Survey in June 1991..
 CS0698
 CS0698.The geoid height was determined by GEOID03.
 CS0698
 CS0698.The dynamic height is computed by dividing the NAVD 88
 CS0698.geopotential number by the normal gravity value computed on the
 CS0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0698.degrees latitude (g = 980.6199 gals.).
 CS0698
 CS0698.The modeled gravity was interpolated from observed gravity values.
 CS0698
 CS0698;                    North         East    Units  Estimated Accuracy
 CS0698;SPC TXNC     - 2,045,760.      823,350.      MT  (+/- 180 meters Scaled)
 CS0698
 CS0698                          SUPERSEDED SURVEY CONTROL
 CS0698
 CS0698  NGVD 29 (??/??/92)  103.782  (m)          340.49   (f) ADJ UNCH    2 0
 CS0698
 CS0698.Superseded values are not recommended for survey control.
 CS0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0698.See file dsdata.txt to determine how the superseded data were derived.
 CS0698
 CS0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA705503(NAD 83)
 CS0698_MARKER: DB = BENCH MARK DISK
 CS0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0698_STAMPING: N 422 1947
 CS0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0698+STABILITY: SURFACE MOTION
 CS0698
 CS0698  HISTORY     - Date     Condition        Report By
 CS0698  HISTORY     - 1947     MONUMENTED       CGS
 CS0698  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS0698
 CS0698                          STATION DESCRIPTION
 CS0698
 CS0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0698'0.8 MI N FROM RURAL SHADE.
 CS0698'0.4 OF A MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE RURAL SHADE
 CS0698'ELEMENTARY SCHOOL, THENCE 0.4 OF A MILE NORTHWEST ALONG A GRADED DIRT
 CS0698'ROAD TO THE SITE OF THE BENCH MARK.  THE MARK IS 75 FEET SOUTHWEST OF
 CS0698'A FARMHOUSE, 29 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF
 CS0698'THE ROAD, 23 FEET WEST OF A WOODEN BRIDGE, AND 3 FEET SOUTHEAST OF A
 CS0698'4X4 MARKER POST.  A BRONZE DISK SET INF THE TOP OF A CONCRETE POST AND
 CS0698'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 CS0698
 CS0698                          STATION RECOVERY (1958)
 CS0698
 CS0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0811 ***********************************************************************
 GL0811  DESIGNATION -  N 423
 GL0811  PID         -  GL0811
 GL0811  STATE/COUNTY-  TX/DALLAM
 GL0811  USGS QUAD   -  SEDAN NE (1970)
 GL0811
 GL0811                         *CURRENT SURVEY CONTROL
 GL0811  ___________________________________________________________________
 GL0811* NAD 83(1986)-  36 13 03.     (N)    103 02 28.     (W)     SCALED    
 GL0811* NAVD 88     -      1388.888  (meters)    4556.71   (feet)  ADJUSTED  
 GL0811  ___________________________________________________________________
 GL0811  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 GL0811  DYNAMIC HT  -        1387.246 (meters)    4551.32  (feet)  COMP
 GL0811  MODELED GRAV-     979,402.2   (mgal)                       NAVD 88
 GL0811
 GL0811  VERT ORDER  -  SECOND    CLASS 0
 GL0811
 GL0811.The horizontal coordinates were scaled from a topographic map and have
 GL0811.an estimated accuracy of +/- 6 seconds.
 GL0811
 GL0811.The orthometric height was determined by differential leveling
 GL0811.and adjusted by the National Geodetic Survey in June 1991..
 GL0811
 GL0811.The geoid height was determined by GEOID03.
 GL0811
 GL0811.The dynamic height is computed by dividing the NAVD 88
 GL0811.geopotential number by the normal gravity value computed on the
 GL0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0811.degrees latitude (g = 980.6199 gals.).
 GL0811
 GL0811.The modeled gravity was interpolated from observed gravity values.
 GL0811
 GL0811;                    North         East    Units  Estimated Accuracy
 GL0811;SPC TX N     - 1,247,090.       61,440.      MT  (+/- 180 meters Scaled)
 GL0811
 GL0811                          SUPERSEDED SURVEY CONTROL
 GL0811
 GL0811  NGVD 29 (??/??/92) 1388.212  (m)         4554.49   (f) ADJ UNCH    2 0
 GL0811
 GL0811.Superseded values are not recommended for survey control.
 GL0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0811.See file dsdata.txt to determine how the superseded data were derived.
 GL0811
 GL0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA760098(NAD 83)
 GL0811_MARKER: DB = BENCH MARK DISK
 GL0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0811_STAMPING: N 423 1955
 GL0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0811+STABILITY: SURFACE MOTION
 GL0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0811+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0811
 GL0811  HISTORY     - Date     Condition        Report By
 GL0811  HISTORY     - 1955     MONUMENTED       CGS
 GL0811  HISTORY     - 20050806 GOOD             USPSQD
 GL0811
 GL0811                          STATION DESCRIPTION
 GL0811
 GL0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0811'11.6 MI S FROM TEXLINE.
 GL0811'11.6 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0811'CITY RAILROAD STATION AT TEXLINE, 51 FEET WEST OF THE CENTER LINE OF
 GL0811'THE FARM ROAD, 78 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 GL0811'WEST, 60 FEET NORTH OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER
 GL0811'THE ROAD LEADING WEST, 4 FEET EAST OF A FENCE, 2 FEET SOUTH OF A
 GL0811'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GL0811'FOOT ABOVE THE GROUND.
 GL0811
 GL0811                          STATION RECOVERY (2005)
 GL0811
 GL0811'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0811'THIS MARK IS VERY VISABLE AS THE POST IS WAY OUT OF THE GROUND. THE
 GL0811'POST HAS ABOUT 24 INCHES SHOWING ABOVE THE GROUND.  THERE IS NOW
 GL0811'WITNESS POST SHOWING FOR THIS MARK. THE MARKING ARE VERY CLEAR AND IN
 GL0811'VERY GOOD CONDITION N-423 1955
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0040 ***********************************************************************
 EN0040  DESIGNATION -  N 425
 EN0040  PID         -  EN0040
 EN0040  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0040  USGS QUAD   -  ROLLA NE (1982)
 EN0040
 EN0040                         *CURRENT SURVEY CONTROL
 EN0040  ___________________________________________________________________
 EN0040* NAD 83(1986)-  34 53 33.     (N)    100 18 06.     (W)     SCALED    
 EN0040* NAVD 88     -       659.312  (meters)    2163.09   (feet)  POSTED    
 EN0040  ___________________________________________________________________
 EN0040  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EN0040  DYNAMIC HT  -         658.590 (meters)    2160.72  (feet)  COMP
 EN0040  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 EN0040
 EN0040  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0040
 EN0040.The horizontal coordinates were scaled from a topographic map and have
 EN0040.an estimated accuracy of +/- 6 seconds.
 EN0040
 EN0040.The orthometric height was determined by differential leveling
 EN0040.and adjusted by the National Geodetic Survey in 1992..
 EN0040.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0040.rate of 1.1 thru 2.0 mm/km.
 EN0040
 EN0040.The geoid height was determined by GEOID03.
 EN0040
 EN0040.The dynamic height is computed by dividing the NAVD 88
 EN0040.geopotential number by the normal gravity value computed on the
 EN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0040.degrees latitude (g = 980.6199 gals.).
 EN0040
 EN0040.The modeled gravity was interpolated from observed gravity values.
 EN0040
 EN0040;                    North         East    Units  Estimated Accuracy
 EN0040;SPC TX N     - 1,099,680.      309,530.      MT  (+/- 180 meters Scaled)
 EN0040
 EN0040                          SUPERSEDED SURVEY CONTROL
 EN0040
 EN0040  NGVD 29 (??/??/92)  659.002  (m)         2162.08   (f) ADJ UNCH    2 0
 EN0040
 EN0040.Superseded values are not recommended for survey control.
 EN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0040.See file dsdata.txt to determine how the superseded data were derived.
 EN0040
 EN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD810618(NAD 83)
 EN0040_MARKER: DB = BENCH MARK DISK
 EN0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0040_STAMPING: N 425 1934
 EN0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0040+STABILITY: SURFACE MOTION
 EN0040
 EN0040  HISTORY     - Date     Condition        Report By
 EN0040  HISTORY     - 1934     MONUMENTED       CGS
 EN0040  HISTORY     - 1939     MARK NOT FOUND   NGS
 EN0040  HISTORY     - 1964     MARK NOT FOUND   USGS
 EN0040
 EN0040                          STATION DESCRIPTION
 EN0040
 EN0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EN0040'5.7 MI E FROM QUAIL.
 EN0040'5.7 MILES EAST ALONG STATE HIGHWAY 203 FROM QUAIL, COLLINGSWORTH
 EN0040'COUNTY, 50 FEET NORTHWEST OF A MAIL BOX, AT A ROAD INTERSECTION, 48
 EN0040'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF THE
 EN0040'CENTERLINE OF THE ROAD, 1-1/2 FEET SOUTH OF A POLE, AND SET IN THE TOP
 EN0040'OF A CONCRETE POST.
 EN0040
 EN0040                          STATION RECOVERY (1964)
 EN0040
 EN0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EN0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0034 ***********************************************************************
 EN0034  DESIGNATION -  N 427
 EN0034  PID         -  EN0034
 EN0034  STATE/COUNTY-  TX/CHILDRESS
 EN0034  USGS QUAD   -  CHILDRESS (1981)
 EN0034
 EN0034                         *CURRENT SURVEY CONTROL
 EN0034  ___________________________________________________________________
 EN0034* NAD 83(1986)-  34 29 29.     (N)    100 12 31.     (W)     SCALED    
 EN0034* NAVD 88     -       532.469  (meters)    1746.94   (feet)  ADJUSTED  
 EN0034  ___________________________________________________________________
 EN0034  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EN0034  DYNAMIC HT  -         531.861 (meters)    1744.95  (feet)  COMP
 EN0034  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 EN0034
 EN0034  VERT ORDER  -  SECOND    CLASS 0
 EN0034
 EN0034.The horizontal coordinates were scaled from a topographic map and have
 EN0034.an estimated accuracy of +/- 6 seconds.
 EN0034
 EN0034.The orthometric height was determined by differential leveling
 EN0034.and adjusted by the National Geodetic Survey in June 1991..
 EN0034
 EN0034.The geoid height was determined by GEOID03.
 EN0034
 EN0034.The dynamic height is computed by dividing the NAVD 88
 EN0034.geopotential number by the normal gravity value computed on the
 EN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0034.degrees latitude (g = 980.6199 gals.).
 EN0034
 EN0034.The modeled gravity was interpolated from observed gravity values.
 EN0034
 EN0034;                    North         East    Units  Estimated Accuracy
 EN0034;SPC TX N     - 1,055,290.      318,620.      MT  (+/- 180 meters Scaled)
 EN0034
 EN0034                          SUPERSEDED SURVEY CONTROL
 EN0034
 EN0034  NGVD 29 (??/??/92)  532.184  (m)         1746.01   (f) ADJ UNCH    2 0
 EN0034
 EN0034.Superseded values are not recommended for survey control.
 EN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0034.See file dsdata.txt to determine how the superseded data were derived.
 EN0034
 EN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD890173(NAD 83)
 EN0034_MARKER: DB = BENCH MARK DISK
 EN0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0034_SP_SET: CULVERT
 EN0034_STAMPING: N 427 1934
 EN0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0034+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 EN0034
 EN0034  HISTORY     - Date     Condition        Report By
 EN0034  HISTORY     - 1934     MONUMENTED       CGS
 EN0034  HISTORY     - 1953     GOOD             NGS
 EN0034  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0034  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0034  HISTORY     - 20060519 GOOD             COMPDA
 EN0034
 EN0034                          STATION DESCRIPTION
 EN0034
 EN0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EN0034'4.0 MI N FROM CHILDRESS.
 EN0034'4.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH U.S.
 EN0034'HIGHWAY 287 AT CHILDRESS, 18 FEET WEST OF THE CENTER LINE OF THE
 EN0034'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 EN0034'CONCRETE CULVERT.  NOTE-- BRIDGE HAS BEEN WIDENED.
 EN0034
 EN0034                          STATION RECOVERY (1968)
 EN0034
 EN0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0034'MARK NOT FOUND.
 EN0034
 EN0034                          STATION RECOVERY (1984)
 EN0034
 EN0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0034'MARK NOT FOUND.
 EN0034
 EN0034                          STATION RECOVERY (2006)
 EN0034
 EN0034'RECOVERY NOTE BY COMPASSDATA INC 2006 (HH)
 EN0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0208 ***********************************************************************
 EN0208  DESIGNATION -  N 428
 EN0208  PID         -  EN0208
 EN0208  STATE/COUNTY-  TX/DONLEY
 EN0208  USGS QUAD   -  CLARENDON (1982)
 EN0208
 EN0208                         *CURRENT SURVEY CONTROL
 EN0208  ___________________________________________________________________
 EN0208* NAD 83(1986)-  34 53 23.     (N)    100 52 57.     (W)     SCALED    
 EN0208* NAVD 88     -       868.877  (meters)    2850.64   (feet)  ADJUSTED  
 EN0208  ___________________________________________________________________
 EN0208  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EN0208  DYNAMIC HT  -         867.862 (meters)    2847.31  (feet)  COMP
 EN0208  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 EN0208
 EN0208  VERT ORDER  -  SECOND    CLASS 0
 EN0208
 EN0208.The horizontal coordinates were scaled from a topographic map and have
 EN0208.an estimated accuracy of +/- 6 seconds.
 EN0208
 EN0208.The orthometric height was determined by differential leveling
 EN0208.and adjusted by the National Geodetic Survey in June 1991..
 EN0208
 EN0208.The geoid height was determined by GEOID03.
 EN0208
 EN0208.The dynamic height is computed by dividing the NAVD 88
 EN0208.geopotential number by the normal gravity value computed on the
 EN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0208.degrees latitude (g = 980.6199 gals.).
 EN0208
 EN0208.The modeled gravity was interpolated from observed gravity values.
 EN0208
 EN0208;                    North         East    Units  Estimated Accuracy
 EN0208;SPC TX N     - 1,098,880.      256,440.      MT  (+/- 180 meters Scaled)
 EN0208
 EN0208                          SUPERSEDED SURVEY CONTROL
 EN0208
 EN0208  NGVD 29 (??/??/92)  868.459  (m)         2849.27   (f) ADJ UNCH    2 0
 EN0208
 EN0208.Superseded values are not recommended for survey control.
 EN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0208.See file dsdata.txt to determine how the superseded data were derived.
 EN0208
 EN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD279624(NAD 83)
 EN0208_MARKER: DB = BENCH MARK DISK
 EN0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0208_STAMPING: N 428 1934
 EN0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0208+STABILITY: SURFACE MOTION
 EN0208
 EN0208  HISTORY     - Date     Condition        Report By
 EN0208  HISTORY     - 1934     MONUMENTED       CGS
 EN0208  HISTORY     - 1941     GOOD             LOCENG
 EN0208  HISTORY     - 1984     GOOD             NGS
 EN0208
 EN0208                          STATION DESCRIPTION
 EN0208
 EN0208'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 EN0208'3.2 MI S FROM CLARENDON.
 EN0208'3.2 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF U.S.
 EN0208'HIGHWAY 287 AT CLARENDON, DONLEY COUNTY, 876 FEET WEST ALONG AN
 EN0208'EAST-AND-WEST COUNTY ROAD.  2 FEET NORTHWEST OF A FENCE CORNER, AND 2
 EN0208'FEET EAST OF A POLE.  A STANDARD DISK, STAMPED N 428 1934 AND SET IN
 EN0208'THE TOP OF A CONCRETE POST.
 EN0208
 EN0208                          STATION RECOVERY (1984)
 EN0208
 EN0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0222 ***********************************************************************
 EO0222  DESIGNATION -  N 429
 EO0222  PID         -  EO0222
 EO0222  STATE/COUNTY-  TX/PARMER
 EO0222  USGS QUAD   -  PARMERTON (1965)
 EO0222
 EO0222                         *CURRENT SURVEY CONTROL
 EO0222  ___________________________________________________________________
 EO0222* NAD 83(1986)-  34 31 25.     (N)    102 51 30.     (W)     SCALED    
 EO0222* NAVD 88     -      1238.661  (meters)    4063.84   (feet)  ADJUSTED  
 EO0222  ___________________________________________________________________
 EO0222  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 EO0222  DYNAMIC HT  -        1237.051 (meters)    4058.56  (feet)  COMP
 EO0222  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 EO0222
 EO0222  VERT ORDER  -  SECOND    CLASS 0
 EO0222
 EO0222.The horizontal coordinates were scaled from a topographic map and have
 EO0222.an estimated accuracy of +/- 6 seconds.
 EO0222
 EO0222.The orthometric height was determined by differential leveling
 EO0222.and adjusted by the National Geodetic Survey in June 1991..
 EO0222
 EO0222.The geoid height was determined by GEOID03.
 EO0222
 EO0222.The dynamic height is computed by dividing the NAVD 88
 EO0222.geopotential number by the normal gravity value computed on the
 EO0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0222.degrees latitude (g = 980.6199 gals.).
 EO0222
 EO0222.The modeled gravity was interpolated from observed gravity values.
 EO0222
 EO0222;                    North         East    Units  Estimated Accuracy
 EO0222;SPC TX N     - 1,058,950.       75,290.      MT  (+/- 180 meters Scaled)
 EO0222
 EO0222                          SUPERSEDED SURVEY CONTROL
 EO0222
 EO0222  NGVD 29 (??/??/92) 1238.113  (m)         4062.04   (f) ADJ UNCH    2 0
 EO0222
 EO0222.Superseded values are not recommended for survey control.
 EO0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0222.See file dsdata.txt to determine how the superseded data were derived.
 EO0222
 EO0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU965222(NAD 83)
 EO0222_MARKER: DB = BENCH MARK DISK
 EO0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0222_STAMPING: N 429 1934
 EO0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0222+STABILITY: SURFACE MOTION
 EO0222
 EO0222  HISTORY     - Date     Condition        Report By
 EO0222  HISTORY     - 1934     MONUMENTED       CGS
 EO0222  HISTORY     - 1964     POOR             USGS
 EO0222
 EO0222                          STATION DESCRIPTION
 EO0222
 EO0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0222'1.6 MI E FROM BOVINA.
 EO0222'1.6 MILES EAST ALONG STATE HIGHWAY 86 FROM BOVINA, 2 POWERLINE POLES
 EO0222'WEST OF A POLE BRACED ON THE SOUTH SIDE, 40 FEET SOUTH OF THE
 EO0222'CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST OF A POLE.  A STANDARD
 EO0222'DISK, STAMPED N 429 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EO0222
 EO0222                          STATION RECOVERY (1964)
 EO0222
 EO0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EO0222'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0276 ***********************************************************************
 AY0276  DESIGNATION -  N 43
 AY0276  PID         -  AY0276
 AY0276  STATE/COUNTY-  TX/BEXAR
 AY0276  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0276
 AY0276                         *CURRENT SURVEY CONTROL
 AY0276  ___________________________________________________________________
 AY0276* NAD 83(1986)-  29 27 12.     (N)    098 25 54.     (W)     SCALED    
 AY0276* NAVD 88     -       196.057  (meters)     643.23   (feet)  ADJUSTED  
 AY0276  ___________________________________________________________________
 AY0276  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AY0276  DYNAMIC HT  -         195.771 (meters)     642.29  (feet)  COMP
 AY0276  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0276
 AY0276  VERT ORDER  -  FIRST     CLASS II
 AY0276
 AY0276.The horizontal coordinates were scaled from a topographic map and have
 AY0276.an estimated accuracy of +/- 6 seconds.
 AY0276
 AY0276.The orthometric height was determined by differential leveling
 AY0276.and adjusted by the National Geodetic Survey in June 1991..
 AY0276
 AY0276.The geoid height was determined by GEOID03.
 AY0276
 AY0276.The dynamic height is computed by dividing the NAVD 88
 AY0276.geopotential number by the normal gravity value computed on the
 AY0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0276.degrees latitude (g = 980.6199 gals.).
 AY0276
 AY0276.The modeled gravity was interpolated from observed gravity values.
 AY0276
 AY0276;                    North         East    Units  Estimated Accuracy
 AY0276;SPC TXSC     - 4,179,670.      655,130.      MT  (+/- 180 meters Scaled)
 AY0276
 AY0276                          SUPERSEDED SURVEY CONTROL
 AY0276
 AY0276  NGVD 29 (??/??/92)  195.942  (m)          642.85   (f) ADJ UNCH    1 2
 AY0276
 AY0276.Superseded values are not recommended for survey control.
 AY0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0276.See file dsdata.txt to determine how the superseded data were derived.
 AY0276
 AY0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT551583(NAD 83)
 AY0276_MARKER: DB = BENCH MARK DISK
 AY0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0276_SP_SET: ABUTMENT
 AY0276_STAMPING: N 43 1917 ELEV. 642.82 FT.
 AY0276_MARK LOGO: CGS   
 AY0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0276
 AY0276  HISTORY     - Date     Condition        Report By
 AY0276  HISTORY     - 1917     MONUMENTED       CGS
 AY0276  HISTORY     - 1943     GOOD             NGS
 AY0276  HISTORY     - 1981     GOOD             NGS
 AY0276  HISTORY     - 1987     GOOD             USPSQD
 AY0276  HISTORY     - 19950504 GOOD             USPSQD
 AY0276
 AY0276                          STATION DESCRIPTION
 AY0276
 AY0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0276'3.1 MI E FROM SAN ANTONIO.
 AY0276'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0276'PROCEED 3.1 MILES EASTERLY ALONG THE TRACKS TO A RAILROAD OVER PASS
 AY0276'OVER THE MISSOURI, KANSAS, AND TEXAS RAILROAD, THENCE 1.2 MILE
 AY0276'NORTHEASTERLY ALONG THE MISSOURI, KANSAS, AND TEXAS RAILROAD TO A
 AY0276'LARGE STEEL BRIDGE OVER SALADA RIVER AND SITE OF BENCH MARK.  BENCH
 AY0276'MARK IS SET HORIZONTALLY IN THE EAST END OF THE NORTH CONCRETE
 AY0276'ABUTMENT OF BRIDGE.  IT IS 12.0 FEET EAST OF AND ABOUT 6.0 FEET BELOW
 AY0276'THE CENTERLINE OF TRACK.  IT IS 3 TELEGRAPH POLES SOUTH OF MILE POST
 AY0276'NO. 1030.
 AY0276
 AY0276                          STATION RECOVERY (1981)
 AY0276
 AY0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0276'RECOVERED IN GOOD CONDITION.
 AY0276
 AY0276                          STATION RECOVERY (1987)
 AY0276
 AY0276'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0276'RECOVERED IN GOOD CONDITION.
 AY0276
 AY0276                          STATION RECOVERY (1995)
 AY0276
 AY0276'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0103 ***********************************************************************
 EO0103  DESIGNATION -  N 430
 EO0103  PID         -  EO0103
 EO0103  STATE/COUNTY-  TX/CASTRO
 EO0103  USGS QUAD   -  NAZARETH (1965)
 EO0103
 EO0103                         *CURRENT SURVEY CONTROL
 EO0103  ___________________________________________________________________
 EO0103* NAD 83(1986)-  34 32 17.     (N)    102 03 16.     (W)     SCALED    
 EO0103* NAVD 88     -      1126.131  (meters)    3694.65   (feet)  ADJUSTED  
 EO0103  ___________________________________________________________________
 EO0103  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 EO0103  DYNAMIC HT  -        1124.709 (meters)    3689.98  (feet)  COMP
 EO0103  MODELED GRAV-     979,333.6   (mgal)                       NAVD 88
 EO0103
 EO0103  VERT ORDER  -  SECOND    CLASS 0
 EO0103
 EO0103.The horizontal coordinates were scaled from a topographic map and have
 EO0103.an estimated accuracy of +/- 6 seconds.
 EO0103
 EO0103.The orthometric height was determined by differential leveling
 EO0103.and adjusted by the National Geodetic Survey in June 1991..
 EO0103
 EO0103.The geoid height was determined by GEOID03.
 EO0103
 EO0103.The dynamic height is computed by dividing the NAVD 88
 EO0103.geopotential number by the normal gravity value computed on the
 EO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0103.degrees latitude (g = 980.6199 gals.).
 EO0103
 EO0103.The modeled gravity was interpolated from observed gravity values.
 EO0103
 EO0103;                    North         East    Units  Estimated Accuracy
 EO0103;SPC TX N     - 1,059,840.      149,100.      MT  (+/- 180 meters Scaled)
 EO0103
 EO0103                          SUPERSEDED SURVEY CONTROL
 EO0103
 EO0103  NGVD 29 (??/??/92) 1125.674  (m)         3693.15   (f) ADJ UNCH    2 0
 EO0103
 EO0103.Superseded values are not recommended for survey control.
 EO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0103.See file dsdata.txt to determine how the superseded data were derived.
 EO0103
 EO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU703257(NAD 83)
 EO0103_MARKER: DB = BENCH MARK DISK
 EO0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0103_SP_SET: CULVERT
 EO0103_STAMPING: N 430 1934
 EO0103_MARK LOGO: CGS   
 EO0103_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0103
 EO0103  HISTORY     - Date     Condition        Report By
 EO0103  HISTORY     - 1934     MONUMENTED       CGS
 EO0103  HISTORY     - 19810722 GOOD             NGS
 EO0103
 EO0103                          STATION DESCRIPTION
 EO0103
 EO0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0103'14.7 MI E FROM DIMMITT.
 EO0103'14.7 MILES EAST ALONG STATE HIGHWAY 86 FROM THE FORT WORTH AND DENVER
 EO0103'RAILWAY STATION AT DIMMITT, AT A CONCRETE CULVERT, IN THE CENTER OF
 EO0103'THE TOP OF THE SOUTH HEADWALL, AND 16 FEET SOUTH OF THE CENTERLINE OF
 EO0103'THE HIGHWAY.  A STANDARD DISK, STAMPED N 430 1934.
 EO0103
 EO0103                          STATION RECOVERY (1981)
 EO0103
 EO0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EO0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0721 ***********************************************************************
 EO0721  DESIGNATION -  N 430 RESET
 EO0721  PID         -  EO0721
 EO0721  STATE/COUNTY-  TX/CASTRO
 EO0721  USGS QUAD   -  NAZARETH (1965)
 EO0721
 EO0721                         *CURRENT SURVEY CONTROL
 EO0721  ___________________________________________________________________
 EO0721* NAD 83(1986)-  34 32 17.     (N)    102 03 16.     (W)     SCALED    
 EO0721* NAVD 88     -      1125.69   (meters)    3693.2    (feet)  RESET     
 EO0721  ___________________________________________________________________
 EO0721  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 EO0721
 EO0721  VERT ORDER  -  THIRD
 EO0721
 EO0721.The horizontal coordinates were scaled from a topographic map and have
 EO0721.an estimated accuracy of +/- 6 seconds.
 EO0721
 EO0721.The orthometric height was computed from unverified reset data.
 EO0721
 EO0721.The geoid height was determined by GEOID03.
 EO0721
 EO0721;                    North         East    Units  Estimated Accuracy
 EO0721;SPC TX N     - 1,059,840.      149,100.      MT  (+/- 180 meters Scaled)
 EO0721
 EO0721                          SUPERSEDED SURVEY CONTROL
 EO0721
 EO0721  NGVD 29 (01/29/03) 1125.23   (m)         3691.7    (f) RESET       3  
 EO0721
 EO0721.Superseded values are not recommended for survey control.
 EO0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0721.See file dsdata.txt to determine how the superseded data were derived.
 EO0721
 EO0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU703257(NAD 83)
 EO0721_MARKER: DV = VERTICAL CONTROL DISK
 EO0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0721_SP_SET: CONCRETE POST
 EO0721_STAMPING: N 430 RESET 1981
 EO0721_MARK LOGO: NGS   
 EO0721_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0721+STABILITY: SURFACE MOTION
 EO0721
 EO0721  HISTORY     - Date     Condition        Report By
 EO0721  HISTORY     - 1981     MONUMENTED       NGS
 EO0721
 EO0721                          STATION DESCRIPTION
 EO0721
 EO0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EO0721'14.4 MI (23.2 KM) EAST OF DIMMITT ALONG STATE HIGHWAY 86 FROM THE
 EO0721'JUNCTION OF HIGHWAY 86 AND THE RAILROAD TRACKS IN DIMMITT, 51.8 FT
 EO0721'(15.8 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.1 NORTH OF A FENCE
 EO0721'AND 12.1 FT (3.7 M) EAST OF A DRAIN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0313 ***********************************************************************
 EN0313  DESIGNATION -  N 431
 EN0313  PID         -  EN0313
 EN0313  STATE/COUNTY-  TX/BRISCOE
 EN0313  USGS QUAD   -  SILVERTON (1965)
 EN0313
 EN0313                         *CURRENT SURVEY CONTROL
 EN0313  ___________________________________________________________________
 EN0313* NAD 83(1986)-  34 28 42.     (N)    101 21 05.     (W)     SCALED    
 EN0313* NAVD 88     -      1003.360  (meters)    3291.86   (feet)  ADJUSTED  
 EN0313  ___________________________________________________________________
 EN0313  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EN0313  DYNAMIC HT  -        1002.115 (meters)    3287.77  (feet)  COMP
 EN0313  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 EN0313
 EN0313  VERT ORDER  -  SECOND    CLASS 0
 EN0313
 EN0313.The horizontal coordinates were scaled from a topographic map and have
 EN0313.an estimated accuracy of +/- 6 seconds.
 EN0313
 EN0313.The orthometric height was determined by differential leveling
 EN0313.and adjusted by the National Geodetic Survey in June 1991..
 EN0313
 EN0313.The geoid height was determined by GEOID03.
 EN0313
 EN0313.The dynamic height is computed by dividing the NAVD 88
 EN0313.geopotential number by the normal gravity value computed on the
 EN0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0313.degrees latitude (g = 980.6199 gals.).
 EN0313
 EN0313.The modeled gravity was interpolated from observed gravity values.
 EN0313
 EN0313;                    North         East    Units  Estimated Accuracy
 EN0313;SPC TX N     - 1,053,080.      213,650.      MT  (+/- 180 meters Scaled)
 EN0313
 EN0313                          SUPERSEDED SURVEY CONTROL
 EN0313
 EN0313  NGVD 29 (??/??/92) 1002.980  (m)         3290.61   (f) ADJ UNCH    2 0
 EN0313
 EN0313.Superseded values are not recommended for survey control.
 EN0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0313.See file dsdata.txt to determine how the superseded data were derived.
 EN0313
 EN0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD840177(NAD 83)
 EN0313_MARKER: DB = BENCH MARK DISK
 EN0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0313_SP_SET: CULVERT
 EN0313_STAMPING: N 431 1934
 EN0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0313
 EN0313  HISTORY     - Date     Condition        Report By
 EN0313  HISTORY     - 1934     MONUMENTED       CGS
 EN0313  HISTORY     - 1965     MARK NOT FOUND   USGS
 EN0313
 EN0313                          STATION DESCRIPTION
 EN0313
 EN0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0313'3.2 MI W FROM SILVERTON.
 EN0313'3.2 MILES WEST ALONG STATE HIGHWAY 86 FROM THE COUNTY COURTHOUSE AT
 EN0313'SILVERTON, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE
 EN0313'SOUTH HEADWALL, AND 14 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A
 EN0313'STANDARD DISK, STAMPED N 431 1934.
 EN0313
 EN0313                          STATION RECOVERY (1965)
 EN0313
 EN0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0407 ***********************************************************************
 EN0407  DESIGNATION -  N 432
 EN0407  PID         -  EN0407
 EN0407  STATE/COUNTY-  TX/SWISHER
 EN0407  USGS QUAD   -  TULIA (1981)
 EN0407
 EN0407                         *CURRENT SURVEY CONTROL
 EN0407  ___________________________________________________________________
 EN0407* NAD 83(1986)-  34 34 58.     (N)    101 47 51.     (W)     SCALED    
 EN0407* NAVD 88     -      1071.060  (meters)    3513.97   (feet)  ADJUSTED  
 EN0407  ___________________________________________________________________
 EN0407  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EN0407  DYNAMIC HT  -        1069.725 (meters)    3509.59  (feet)  COMP
 EN0407  MODELED GRAV-     979,352.8   (mgal)                       NAVD 88
 EN0407
 EN0407  VERT ORDER  -  SECOND    CLASS 0
 EN0407
 EN0407.The horizontal coordinates were scaled from a topographic map and have
 EN0407.an estimated accuracy of +/- 6 seconds.
 EN0407
 EN0407.The orthometric height was determined by differential leveling
 EN0407.and adjusted by the National Geodetic Survey in June 1991..
 EN0407
 EN0407.The geoid height was determined by GEOID03.
 EN0407
 EN0407.The dynamic height is computed by dividing the NAVD 88
 EN0407.geopotential number by the normal gravity value computed on the
 EN0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0407.degrees latitude (g = 980.6199 gals.).
 EN0407
 EN0407.The modeled gravity was interpolated from observed gravity values.
 EN0407
 EN0407;                    North         East    Units  Estimated Accuracy
 EN0407;SPC TX N     - 1,064,690.      172,700.      MT  (+/- 180 meters Scaled)
 EN0407
 EN0407                          SUPERSEDED SURVEY CONTROL
 EN0407
 EN0407  NGVD 29 (??/??/92) 1070.626  (m)         3512.55   (f) ADJ UNCH    2 0
 EN0407
 EN0407.Superseded values are not recommended for survey control.
 EN0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0407.See file dsdata.txt to determine how the superseded data were derived.
 EN0407
 EN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD433303(NAD 83)
 EN0407_MARKER: DB = BENCH MARK DISK
 EN0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0407_STAMPING: N-432 1934
 EN0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0407+STABILITY: SURFACE MOTION
 EN0407
 EN0407  HISTORY     - Date     Condition        Report By
 EN0407  HISTORY     - 1934     MONUMENTED       CGS
 EN0407  HISTORY     - 1965     GOOD             USGS
 EN0407
 EN0407                          STATION DESCRIPTION
 EN0407
 EN0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0407'3.3 MI N FROM TULIA.
 EN0407'3.3 MI. N. ALONG P. AND S.F.RY. 8 FT. E. OF MI. POST NO. 600, 51 FT.
 EN0407'W. OF THE CENTER LINE OF HWY., 44 FT. E. OF THE CENTER LINE OF TRACK,
 EN0407'AND 1 FT. W. OF THE FENCE LINE.  NOTE-- 20 FT. NW. OF MP 600, 51 FT W
 EN0407'OF CENTERLINE OF W LANE OF US NO. 87 AND 50 FT. E OF CENTERLINE OF RR
 EN0407'TRACK.  2 1/2 FEET EAST OF THE BM.
 EN0407
 EN0407                          STATION RECOVERY (1965)
 EN0407
 EN0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0085 ***********************************************************************
 DP0085  DESIGNATION -  N 433
 DP0085  PID         -  DP0085
 DP0085  STATE/COUNTY-  TX/DICKENS
 DP0085  USGS QUAD   -  SPUR (1967)
 DP0085
 DP0085                         *CURRENT SURVEY CONTROL
 DP0085  ___________________________________________________________________
 DP0085* NAD 83(1986)-  33 26 06.     (N)    100 46 05.     (W)     SCALED    
 DP0085* NAVD 88     -       671.927  (meters)    2204.48   (feet)  ADJUSTED  
 DP0085  ___________________________________________________________________
 DP0085  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DP0085  DYNAMIC HT  -         671.114 (meters)    2201.81  (feet)  COMP
 DP0085  MODELED GRAV-     979,404.8   (mgal)                       NAVD 88
 DP0085
 DP0085  VERT ORDER  -  SECOND    CLASS 0
 DP0085
 DP0085.The horizontal coordinates were scaled from a topographic map and have
 DP0085.an estimated accuracy of +/- 6 seconds.
 DP0085
 DP0085.The orthometric height was determined by differential leveling
 DP0085.and adjusted by the National Geodetic Survey in June 1991..
 DP0085
 DP0085.The geoid height was determined by GEOID03.
 DP0085
 DP0085.The dynamic height is computed by dividing the NAVD 88
 DP0085.geopotential number by the normal gravity value computed on the
 DP0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0085.degrees latitude (g = 980.6199 gals.).
 DP0085
 DP0085.The modeled gravity was interpolated from observed gravity values.
 DP0085
 DP0085;                    North         East    Units  Estimated Accuracy
 DP0085;SPC TXNC     - 2,198,370.      389,130.      MT  (+/- 180 meters Scaled)
 DP0085
 DP0085                          SUPERSEDED SURVEY CONTROL
 DP0085
 DP0085  NGVD 29 (??/??/92)  671.678  (m)         2203.66   (f) ADJ UNCH    2 0
 DP0085
 DP0085.Superseded values are not recommended for survey control.
 DP0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0085.See file dsdata.txt to determine how the superseded data were derived.
 DP0085
 DP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC356009(NAD 83)
 DP0085_MARKER: DB = BENCH MARK DISK
 DP0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0085_STAMPING: N-433 1934
 DP0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0085+STABILITY: SURFACE MOTION
 DP0085
 DP0085  HISTORY     - Date     Condition        Report By
 DP0085  HISTORY     - 1934     MONUMENTED       CGS
 DP0085  HISTORY     - 1935     GOOD             NGS
 DP0085
 DP0085                          STATION DESCRIPTION
 DP0085
 DP0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0085'5.8 MI SE FROM SPUR.
 DP0085'5.8 MI. S.E. ALONG F.W. AND D. RY. (8.0 MI. N.W. OF GIRARD) AT THE
 DP0085'N.W. END OF A CUT, AT A GRADE CROSSING, 5 POLES N.W. OF MILE POST NO.
 DP0085'B-189, 80 FT. N.E. OF THE CENTER LINE OF TRACK, AND 2 FT. S.W. OF THE
 DP0085'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0147 ***********************************************************************
 EN0147  DESIGNATION -  N 434
 EN0147  PID         -  EN0147
 EN0147  STATE/COUNTY-  TX/MOTLEY
 EN0147  USGS QUAD   -  MATADOR (1981)
 EN0147
 EN0147                         *CURRENT SURVEY CONTROL
 EN0147  ___________________________________________________________________
 EN0147* NAD 83(1986)-  34 00 48.     (N)    100 48 46.     (W)     SCALED    
 EN0147* NAVD 88     -       718.128  (meters)    2356.06   (feet)  ADJUSTED  
 EN0147  ___________________________________________________________________
 EN0147  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EN0147  DYNAMIC HT  -         717.250 (meters)    2353.18  (feet)  COMP
 EN0147  MODELED GRAV-     979,391.6   (mgal)                       NAVD 88
 EN0147
 EN0147  VERT ORDER  -  SECOND    CLASS 0
 EN0147
 EN0147.The horizontal coordinates were scaled from a topographic map and have
 EN0147.an estimated accuracy of +/- 6 seconds.
 EN0147
 EN0147.The orthometric height was determined by differential leveling
 EN0147.and adjusted by the National Geodetic Survey in June 1991..
 EN0147
 EN0147.The geoid height was determined by GEOID03.
 EN0147
 EN0147.The dynamic height is computed by dividing the NAVD 88
 EN0147.geopotential number by the normal gravity value computed on the
 EN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0147.degrees latitude (g = 980.6199 gals.).
 EN0147
 EN0147.The modeled gravity was interpolated from observed gravity values.
 EN0147
 EN0147;                    North         East    Units  Estimated Accuracy
 EN0147;SPC TXNC     - 2,262,590.      386,380.      MT  (+/- 180 meters Scaled)
 EN0147
 EN0147                          SUPERSEDED SURVEY CONTROL
 EN0147
 EN0147  NGVD 29 (??/??/92)  717.840  (m)         2355.11   (f) ADJ UNCH    2 0
 EN0147
 EN0147.Superseded values are not recommended for survey control.
 EN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0147.See file dsdata.txt to determine how the superseded data were derived.
 EN0147
 EN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC326651(NAD 83)
 EN0147_MARKER: DB = BENCH MARK DISK
 EN0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0147_STAMPING: N-434 1934
 EN0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0147+STABILITY: SURFACE MOTION
 EN0147
 EN0147  HISTORY     - Date     Condition        Report By
 EN0147  HISTORY     - 1934     MONUMENTED       CGS
 EN0147  HISTORY     - 1935     GOOD             NGS
 EN0147  HISTORY     - 1965     GOOD             USGS
 EN0147
 EN0147                          STATION DESCRIPTION
 EN0147
 EN0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0147'IN MATADOR.
 EN0147'AT Q.A. AND P. RY. DEPOT AT THE N.E. CORNER OF THE DEPOT, 30 FT. W. OF
 EN0147'THE CENTER LINE OF MAIN TRACK, AND 12 FT. N. OF WAITING ROOM DOOR,
 EN0147'NOTE-- 105 FT. E AND 48 FT. S OF THE JUNCTION FORMED BY U.S. HWY 62 +
 EN0147'70 AND A GRAVEL RD. S, AND COVERED WITH ABOUT 1 INCH. OF THE GROUND.
 EN0147
 EN0147                          STATION RECOVERY (1965)
 EN0147
 EN0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0419 ***********************************************************************
 EM0419  DESIGNATION -  N 435 RESET 1959
 EM0419  PID         -  EM0419
 EM0419  STATE/COUNTY-  TX/FOARD
 EM0419  USGS QUAD   -  VIVIAN (1990)
 EM0419
 EM0419                         *CURRENT SURVEY CONTROL
 EM0419  ___________________________________________________________________
 EM0419* NAD 83(1986)-  34 04 04.     (N)    099 59 24.     (W)     SCALED    
 EM0419* NAVD 88     -       532.55   (meters)    1747.2    (feet)  RESET     
 EM0419  ___________________________________________________________________
 EM0419  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EM0419
 EM0419  VERT ORDER  -  THIRD
 EM0419
 EM0419.The horizontal coordinates were scaled from a topographic map and have
 EM0419.an estimated accuracy of +/- 6 seconds.
 EM0419
 EM0419.The orthometric height was computed from unverified reset data.
 EM0419
 EM0419.The geoid height was determined by GEOID03.
 EM0419
 EM0419;                    North         East    Units  Estimated Accuracy
 EM0419;SPC TXNC     - 2,267,250.      462,460.      MT  (+/- 180 meters Scaled)
 EM0419
 EM0419                          SUPERSEDED SURVEY CONTROL
 EM0419
 EM0419.No superseded survey control is available for this station.
 EM0419
 EM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC086701(NAD 83)
 EM0419_MARKER: DB = BENCH MARK DISK
 EM0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0419_STAMPING: N 435 RESET 1959
 EM0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0419+STABILITY: SURFACE MOTION
 EM0419
 EM0419  HISTORY     - Date     Condition        Report By
 EM0419  HISTORY     - 1959     MONUMENTED       CGS
 EM0419
 EM0419                          STATION DESCRIPTION
 EM0419
 EM0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EM0419'17.4 MI W FROM CROWELL.
 EM0419'ABOUT 17.4 MILES WEST ALONG U.S. HIGHWAY NO. 70 FROM CROWELL, FOARD
 EM0419'COUNTY, ABOUT 0.2 MILE WEST OF THE SUMMIT OF A DIVIDE AND 0.2 MILE
 EM0419'EAST OF A CONCRETE CULVERT, 20 YARDS NORTH OF THE CENTERLINE OF THE
 EM0419'HIGHWAY AND 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE.  A
 EM0419'STANDARD DISK STAMPED N 435 RESET 1959 IN A CONCRETE POST WHICH
 EM0419'PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0227 ***********************************************************************
 DP0227  DESIGNATION -  N 438
 DP0227  PID         -  DP0227
 DP0227  STATE/COUNTY-  TX/MOTLEY
 DP0227  USGS QUAD   -  MAC BAIN (1981)
 DP0227
 DP0227                         *CURRENT SURVEY CONTROL
 DP0227  ___________________________________________________________________
 DP0227* NAD 83(1986)-  33 53 14.     (N)    100 56 52.     (W)     SCALED    
 DP0227* NAVD 88     -       861.653  (meters)    2826.94   (feet)  ADJUSTED  
 DP0227  ___________________________________________________________________
 DP0227  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DP0227  DYNAMIC HT  -         860.585 (meters)    2823.44  (feet)  COMP
 DP0227  MODELED GRAV-     979,367.8   (mgal)                       NAVD 88
 DP0227
 DP0227  VERT ORDER  -  SECOND    CLASS 0
 DP0227
 DP0227.The horizontal coordinates were scaled from a topographic map and have
 DP0227.an estimated accuracy of +/- 6 seconds.
 DP0227
 DP0227.The orthometric height was determined by differential leveling
 DP0227.and adjusted by the National Geodetic Survey in June 1991..
 DP0227
 DP0227.The geoid height was determined by GEOID03.
 DP0227
 DP0227.The dynamic height is computed by dividing the NAVD 88
 DP0227.geopotential number by the normal gravity value computed on the
 DP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0227.degrees latitude (g = 980.6199 gals.).
 DP0227
 DP0227.The modeled gravity was interpolated from observed gravity values.
 DP0227
 DP0227;                    North         East    Units  Estimated Accuracy
 DP0227;SPC TXNC     - 2,248,890.      373,590.      MT  (+/- 180 meters Scaled)
 DP0227
 DP0227                          SUPERSEDED SURVEY CONTROL
 DP0227
 DP0227  NGVD 29 (??/??/92)  861.321  (m)         2825.85   (f) ADJ UNCH    2 0
 DP0227
 DP0227.Superseded values are not recommended for survey control.
 DP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0227.See file dsdata.txt to determine how the superseded data were derived.
 DP0227
 DP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC198513(NAD 83)
 DP0227_MARKER: DB = BENCH MARK DISK
 DP0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0227_STAMPING: N-438 1934
 DP0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0227+STABILITY: SURFACE MOTION
 DP0227
 DP0227  HISTORY     - Date     Condition        Report By
 DP0227  HISTORY     - 1934     MONUMENTED       CGS
 DP0227  HISTORY     - 1958     GOOD             NGS
 DP0227
 DP0227                          STATION DESCRIPTION
 DP0227
 DP0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0227'6.2 MI W FROM ROARING SPRINGS.
 DP0227'AT THE E. END OF A CUT ON A CURVE, 2 1/2 POLES E. OF MI. POST NO. 86,
 DP0227'99 FT. N. OF THE CENTER LINE OF TRACK, AND 1 FT. S. OF THE FENCE LINE.
 DP0227'ABOUT 6.2 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0227'THE STATION AT ROARING SPRINGS, MOTLEY COUNTY, 2 1/2 POLES EAST OF
 DP0227'MILEPOST 86, AT A CURVE, AT THE EAST END OF A CUT, ABOUT 99 FEET NORTH
 DP0227'OF THE CENTER LINE OF THE TRACK, AND 1 FOOT SOUTH OF THE FENCE. A
 DP0227'STANDARD DISK, STAMPED N 438 1934 AND SET IN THE TOP OF A CONCRETE
 DP0227'POST.
 DP0227
 DP0227                          STATION RECOVERY (1958)
 DP0227
 DP0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0345 ***********************************************************************
 EN0345  DESIGNATION -  N 439
 EN0345  PID         -  EN0345
 EN0345  STATE/COUNTY-  TX/HALE
 EN0345  USGS QUAD   -  PLAINVIEW (1965)
 EN0345
 EN0345                         *CURRENT SURVEY CONTROL
 EN0345  ___________________________________________________________________
 EN0345* NAD 83(1986)-  34 10 37.     (N)    101 37 38.     (W)     SCALED    
 EN0345* NAVD 88     -      1016.663  (meters)    3335.50   (feet)  ADJUSTED  
 EN0345  ___________________________________________________________________
 EN0345  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EN0345  DYNAMIC HT  -        1015.367 (meters)    3331.25  (feet)  COMP
 EN0345  MODELED GRAV-     979,326.2   (mgal)                       NAVD 88
 EN0345
 EN0345  VERT ORDER  -  SECOND    CLASS 0
 EN0345
 EN0345.The horizontal coordinates were scaled from a topographic map and have
 EN0345.an estimated accuracy of +/- 6 seconds.
 EN0345
 EN0345.The orthometric height was determined by differential leveling
 EN0345.and adjusted by the National Geodetic Survey in June 1991..
 EN0345
 EN0345.The geoid height was determined by GEOID03.
 EN0345
 EN0345.The dynamic height is computed by dividing the NAVD 88
 EN0345.geopotential number by the normal gravity value computed on the
 EN0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0345.degrees latitude (g = 980.6199 gals.).
 EN0345
 EN0345.The modeled gravity was interpolated from observed gravity values.
 EN0345
 EN0345;                    North         East    Units  Estimated Accuracy
 EN0345;SPC TXNC     - 2,282,680.      311,720.      MT  (+/- 180 meters Scaled)
 EN0345
 EN0345                          SUPERSEDED SURVEY CONTROL
 EN0345
 EN0345  NGVD 29 (??/??/92) 1016.265  (m)         3334.20   (f) ADJ UNCH    2 0
 EN0345
 EN0345.Superseded values are not recommended for survey control.
 EN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0345.See file dsdata.txt to determine how the superseded data were derived.
 EN0345
 EN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC578848(NAD 83)
 EN0345_MARKER: DB = BENCH MARK DISK
 EN0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0345_STAMPING: N 439 1934
 EN0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0345+STABILITY: SURFACE MOTION
 EN0345
 EN0345  HISTORY     - Date     Condition        Report By
 EN0345  HISTORY     - 1934     MONUMENTED       CGS
 EN0345
 EN0345                          STATION DESCRIPTION
 EN0345
 EN0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0345'4.6 MI E FROM PLAINVIEW.
 EN0345'ABOUT 4.6 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0345'STATION AT PLAINVIEW, HALE COUNTY, ABOUT 60 FEET SOUTHWEST OF MILEPOST
 EN0345'4, 51 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 49 FEET NORTH OF THE
 EN0345'CENTER LINE OF U.S. HIGHWAY 70, 5 FEET NORTHEAST OF A
 EN0345'POWER-TRANSMISSION LINE POLE, AND 1 FOOT SOUTH OF THE FENCE.  A
 EN0345'STANDARD DISK, STAMPED N 439 1934 AND SET IN THE TOP OF A CONCRETE
 EN0345'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0119 ***********************************************************************
 EO0119  DESIGNATION -  N 440
 EO0119  PID         -  EO0119
 EO0119  STATE/COUNTY-  TX/LAMB
 EO0119  USGS QUAD   -  SPRINGLAKE (1979)
 EO0119
 EO0119                         *CURRENT SURVEY CONTROL
 EO0119  ___________________________________________________________________
 EO0119* NAD 83(1986)-  34 13 56.     (N)    102 20 25.     (W)     SCALED    
 EO0119* NAVD 88     -      1128.126  (meters)    3701.19   (feet)  ADJUSTED  
 EO0119  ___________________________________________________________________
 EO0119  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 EO0119  DYNAMIC HT  -        1126.681 (meters)    3696.45  (feet)  COMP
 EO0119  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 EO0119
 EO0119  VERT ORDER  -  SECOND    CLASS 0
 EO0119
 EO0119.The horizontal coordinates were scaled from a topographic map and have
 EO0119.an estimated accuracy of +/- 6 seconds.
 EO0119
 EO0119.The orthometric height was determined by differential leveling
 EO0119.and adjusted by the National Geodetic Survey in June 1991..
 EO0119
 EO0119.The geoid height was determined by GEOID03.
 EO0119
 EO0119.The dynamic height is computed by dividing the NAVD 88
 EO0119.geopotential number by the normal gravity value computed on the
 EO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0119.degrees latitude (g = 980.6199 gals.).
 EO0119
 EO0119.The modeled gravity was interpolated from observed gravity values.
 EO0119
 EO0119;                    North         East    Units  Estimated Accuracy
 EO0119;SPC TXNC     - 2,290,980.      246,230.      MT  (+/- 180 meters Scaled)
 EO0119
 EO0119                          SUPERSEDED SURVEY CONTROL
 EO0119
 EO0119  NGVD 29 (??/??/92) 1127.624  (m)         3699.55   (f) ADJ UNCH    2 0
 EO0119
 EO0119.Superseded values are not recommended for survey control.
 EO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0119.See file dsdata.txt to determine how the superseded data were derived.
 EO0119
 EO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT449911(NAD 83)
 EO0119_MARKER: DB = BENCH MARK DISK
 EO0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0119_STAMPING: N-440 1934
 EO0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0119+STABILITY: SURFACE MOTION
 EO0119
 EO0119  HISTORY     - Date     Condition        Report By
 EO0119  HISTORY     - 1934     MONUMENTED       CGS
 EO0119  HISTORY     - 1963     MARK NOT FOUND   USGS
 EO0119
 EO0119                          STATION DESCRIPTION
 EO0119
 EO0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0119'2.0 MI W FROM SPRING LAKE.
 EO0119'2.0 MI. W. ALONG U.S. NO. 70 IN THE N.E. CORNER OF A CROSS ROAD, 42
 EO0119'FT. N. OF THE CENTER LINE OF HWY., 32 FT. E. OF THE CENTER LINE OF
 EO0119'CROSS ROAD, 2 FT. S.E. OF A FENCE CORNER, AND 1 FT. S. OF R.O.W. FENCE
 EO0119'LINE.
 EO0119
 EO0119                          STATION RECOVERY (1963)
 EO0119
 EO0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EO0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0104 ***********************************************************************
 DQ0104  DESIGNATION -  N 442
 DQ0104  PID         -  DQ0104
 DQ0104  STATE/COUNTY-  TX/TERRY
 DQ0104  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0104
 DQ0104                         *CURRENT SURVEY CONTROL
 DQ0104  ___________________________________________________________________
 DQ0104* NAD 83(1986)-  33 10 52.     (N)    102 20 15.     (W)     SCALED    
 DQ0104* NAVD 88     -      1020.086  (meters)    3346.73   (feet)  POSTED    
 DQ0104  ___________________________________________________________________
 DQ0104  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 DQ0104  DYNAMIC HT  -        1018.730 (meters)    3342.28  (feet)  COMP
 DQ0104  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 DQ0104
 DQ0104  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DQ0104
 DQ0104.The horizontal coordinates were scaled from a topographic map and have
 DQ0104.an estimated accuracy of +/- 6 seconds.
 DQ0104
 DQ0104.The orthometric height was determined by differential leveling
 DQ0104.and adjusted by the National Geodetic Survey in 1992..
 DQ0104.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DQ0104.rate of 1.1 thru 2.0 mm/km.
 DQ0104
 DQ0104.The geoid height was determined by GEOID03.
 DQ0104
 DQ0104.The dynamic height is computed by dividing the NAVD 88
 DQ0104.geopotential number by the normal gravity value computed on the
 DQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0104.degrees latitude (g = 980.6199 gals.).
 DQ0104
 DQ0104.The modeled gravity was interpolated from observed gravity values.
 DQ0104
 DQ0104;                    North         East    Units  Estimated Accuracy
 DQ0104;SPC TXNC     - 2,174,470.      242,230.      MT  (+/- 180 meters Scaled)
 DQ0104
 DQ0104                          SUPERSEDED SURVEY CONTROL
 DQ0104
 DQ0104  NGVD 29 (??/??/92) 1019.723  (m)         3345.54   (f) ADJ UNCH    2 0
 DQ0104
 DQ0104.Superseded values are not recommended for survey control.
 DQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0104.See file dsdata.txt to determine how the superseded data were derived.
 DQ0104
 DQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS482745(NAD 83)
 DQ0104_MARKER: DB = BENCH MARK DISK
 DQ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0104_STAMPING: N-442 1934
 DQ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0104+STABILITY: SURFACE MOTION
 DQ0104
 DQ0104  HISTORY     - Date     Condition        Report By
 DQ0104  HISTORY     - 1934     MONUMENTED       CGS
 DQ0104
 DQ0104                          STATION DESCRIPTION
 DQ0104
 DQ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0104'3.1 MI W FROM BROWNFIELD.
 DQ0104'3.1 MI. W. OF STA. ALONG U.S. NO. 380 0.5 MI. E. OF CROSSROAD, 40 FT.
 DQ0104'N. OF THE CENTER LINE OF HWY., AND 2 FT. S. OF FENCE AND TELEPHONE
 DQ0104'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0105 ***********************************************************************
 DQ0105  DESIGNATION -  N 442 RESET 1953
 DQ0105  PID         -  DQ0105
 DQ0105  STATE/COUNTY-  TX/TERRY
 DQ0105  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0105
 DQ0105                         *CURRENT SURVEY CONTROL
 DQ0105  ___________________________________________________________________
 DQ0105* NAD 83(1986)-  33 10 52.     (N)    102 20 15.     (W)     SCALED    
 DQ0105* NAVD 88     -      1019.57   (+/-2cm)    3345.0    (feet)  VERTCON   
 DQ0105  ___________________________________________________________________
 DQ0105  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 DQ0105
 DQ0105  VERT ORDER  -  THIRD (See Below)
 DQ0105
 DQ0105.The horizontal coordinates were scaled from a topographic map and have
 DQ0105.an estimated accuracy of +/- 6 seconds.
 DQ0105
 DQ0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0105.The vertical order pertains to the NGVD 29 superseded value.
 DQ0105
 DQ0105.The geoid height was determined by GEOID03.
 DQ0105
 DQ0105;                    North         East    Units  Estimated Accuracy
 DQ0105;SPC TXNC     - 2,174,470.      242,230.      MT  (+/- 180 meters Scaled)
 DQ0105
 DQ0105                          SUPERSEDED SURVEY CONTROL
 DQ0105
 DQ0105  NGVD 29 (01/29/03) 1019.21   (m)         3343.9    (f) RESET       3  
 DQ0105
 DQ0105.Superseded values are not recommended for survey control.
 DQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0105.See file dsdata.txt to determine how the superseded data were derived.
 DQ0105
 DQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS482745(NAD 83)
 DQ0105_MARKER: DB = BENCH MARK DISK
 DQ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0105_STAMPING: N 442 RESET 1953
 DQ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0105+STABILITY: SURFACE MOTION
 DQ0105
 DQ0105  HISTORY     - Date     Condition        Report By
 DQ0105  HISTORY     - 1953     MONUMENTED       TXHD
 DQ0105  HISTORY     - 1958     GOOD             NGS
 DQ0105  HISTORY     - 1969     MARK NOT FOUND   USGS
 DQ0105
 DQ0105                          STATION DESCRIPTION
 DQ0105
 DQ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DQ0105'3.1 MI W FROM BROWNFIELD.
 DQ0105'25.7 FEET NORTH OF THE ORIGINAL LOCATION OF N 442 WHICH WAS DESCRIBED
 DQ0105'AS FOLLOWS-- 3.1 MILES WEST ALONG U.S. HIGHWAY 380 FROM THE PANHANDLE
 DQ0105'AND SANTA FE RAILWAY STATION AT BROWNFIELD, TERRY COUNTY, 0.5 MILE
 DQ0105'EAST OF A ROAD INTERSECTION, 40 FEET NORTH OF THE CENTERLINE OF THE
 DQ0105'HIGHWAY, AND 2 FEET SOUTH OF A FENCE AND ROW OF POLES.  A STANDARD
 DQ0105'DISK, STAMPED N 442 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST.
 DQ0105
 DQ0105                          STATION RECOVERY (1969)
 DQ0105
 DQ0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DQ0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0676 ***********************************************************************
 CU0676  DESIGNATION -  N 446
 CU0676  PID         -  CU0676
 CU0676  STATE/COUNTY-  TX/BORDEN
 CU0676  USGS QUAD   -  HOLLOWAY CANYON (1969)
 CU0676
 CU0676                         *CURRENT SURVEY CONTROL
 CU0676  ___________________________________________________________________
 CU0676* NAD 83(1986)-  32 46 52.     (N)    101 33 32.     (W)     SCALED    
 CU0676* NAVD 88     -       816.873  (meters)    2680.02   (feet)  ADJUSTED  
 CU0676  ___________________________________________________________________
 CU0676  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 CU0676  DYNAMIC HT  -         815.798 (meters)    2676.50  (feet)  COMP
 CU0676  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 CU0676
 CU0676  VERT ORDER  -  SECOND    CLASS 0
 CU0676
 CU0676.The horizontal coordinates were scaled from a topographic map and have
 CU0676.an estimated accuracy of +/- 6 seconds.
 CU0676
 CU0676.The orthometric height was determined by differential leveling
 CU0676.and adjusted by the National Geodetic Survey in June 1991..
 CU0676
 CU0676.The geoid height was determined by GEOID03.
 CU0676
 CU0676.The dynamic height is computed by dividing the NAVD 88
 CU0676.geopotential number by the normal gravity value computed on the
 CU0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0676.degrees latitude (g = 980.6199 gals.).
 CU0676
 CU0676.The modeled gravity was interpolated from observed gravity values.
 CU0676
 CU0676;                    North         East    Units  Estimated Accuracy
 CU0676;SPC TXNC     - 2,127,750.      313,510.      MT  (+/- 180 meters Scaled)
 CU0676
 CU0676                          SUPERSEDED SURVEY CONTROL
 CU0676
 CU0676  NGVD 29 (??/??/92)  816.547  (m)         2678.95   (f) ADJ UNCH    2 0
 CU0676
 CU0676.Superseded values are not recommended for survey control.
 CU0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0676.See file dsdata.txt to determine how the superseded data were derived.
 CU0676
 CU0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB603299(NAD 83)
 CU0676_MARKER: DB = BENCH MARK DISK
 CU0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0676_STAMPING: N 446 1934
 CU0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0676+STABILITY: SURFACE MOTION
 CU0676
 CU0676  HISTORY     - Date     Condition        Report By
 CU0676  HISTORY     - 1934     MONUMENTED       CGS
 CU0676
 CU0676                          STATION DESCRIPTION
 CU0676
 CU0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0676'8.6 MI W FROM GAIL.
 CU0676'8.6 MILES WEST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CU0676'GAIL, BORDEN COUNTY, 0.6 MILE WEST OF THE NORTHEAST CORNER OF SECTION
 CU0676'24, BLOCK 32, T 5 N, T. AND P.RR SURVEY, 0.2 MILE EAST OF A DIP, 33
 CU0676'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF THE
 CU0676'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 446 1934 AND SET IN
 CU0676'THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK MAY ALSO BE
 CU0676'REACHED BY GOING 6.0 MILES NORTHWEST ALONG NEW PAVED HIGHWAY 15 FROM
 CU0676'GAIL, THENCE 1 MILE NORTH TO A CURVE IN THE OLD HIGHWAY, AND THENCE
 CU0676'0.6 MILE WEST ALONG THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0396 ***********************************************************************
 BN0396  DESIGNATION -  N 448
 BN0396  PID         -  BN0396
 BN0396  STATE/COUNTY-  TX/MENARD
 BN0396  USGS QUAD   -  SHEEP RUN CREEK (1968)
 BN0396
 BN0396                         *CURRENT SURVEY CONTROL
 BN0396  ___________________________________________________________________
 BN0396* NAD 83(1986)-  30 44 58.     (N)    099 29 22.     (W)     SCALED    
 BN0396* NAVD 88     -       539.850  (meters)    1771.16   (feet)  ADJUSTED  
 BN0396  ___________________________________________________________________
 BN0396  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BN0396  DYNAMIC HT  -         539.103 (meters)    1768.71  (feet)  COMP
 BN0396  MODELED GRAV-     979,240.5   (mgal)                       NAVD 88
 BN0396
 BN0396  VERT ORDER  -  SECOND    CLASS 0
 BN0396
 BN0396.The horizontal coordinates were scaled from a topographic map and have
 BN0396.an estimated accuracy of +/- 6 seconds.
 BN0396
 BN0396.The orthometric height was determined by differential leveling
 BN0396.and adjusted by the National Geodetic Survey in June 1991..
 BN0396
 BN0396.The geoid height was determined by GEOID03.
 BN0396
 BN0396.The dynamic height is computed by dividing the NAVD 88
 BN0396.geopotential number by the normal gravity value computed on the
 BN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0396.degrees latitude (g = 980.6199 gals.).
 BN0396
 BN0396.The modeled gravity was interpolated from observed gravity values.
 BN0396
 BN0396;                    North         East    Units  Estimated Accuracy
 BN0396;SPC TX C     - 3,120,340.      780,800.      MT  (+/- 180 meters Scaled)
 BN0396
 BN0396                          SUPERSEDED SURVEY CONTROL
 BN0396
 BN0396  NGVD 29 (??/??/92)  539.799  (m)         1770.99   (f) ADJ UNCH    2 0
 BN0396
 BN0396.Superseded values are not recommended for survey control.
 BN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0396.See file dsdata.txt to determine how the superseded data were derived.
 BN0396
 BN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV531019(NAD 83)
 BN0396_MARKER: DB = BENCH MARK DISK
 BN0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0396_STAMPING: N 448 1935
 BN0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0396+STABILITY: SURFACE MOTION
 BN0396
 BN0396  HISTORY     - Date     Condition        Report By
 BN0396  HISTORY     - 1935     MONUMENTED       CGS
 BN0396  HISTORY     - 1953     GOOD             NGS
 BN0396  HISTORY     - 1968     POOR             USGS
 BN0396
 BN0396                          STATION DESCRIPTION
 BN0396
 BN0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0396'7.2 MI NE FROM LONDON.
 BN0396'7.2 MILES NORTHEAST ALONG U.S. HIGHWAY 377 FROM THE POST OFFICE AT
 BN0396'LONDON, 0.6 MILE SOUTHWEST OF WOODARDS STORE, 0.3 MILE SOUTHWEST OF
 BN0396'THE MASON AND MENARD COUNTY LINE, 0.1 MILE SOUTH OF A DIRT ROAD
 BN0396'LEADING NORTHWEST, 150 FEET NORTH OF A LONE 18 INCH OAK TREE, 52 FEET
 BN0396'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET SOUTHEAST OF A
 BN0396'FENCE, 0.8 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BN0396'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BN0396
 BN0396                          STATION RECOVERY (1968)
 BN0396
 BN0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BN0396'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0342 ***********************************************************************
 BN0342  DESIGNATION -  N 449
 BN0342  PID         -  BN0342
 BN0342  STATE/COUNTY-  TX/KIMBLE
 BN0342  USGS QUAD   -  MUDGE DRAW (1974)
 BN0342
 BN0342                         *CURRENT SURVEY CONTROL
 BN0342  ___________________________________________________________________
 BN0342* NAD 83(1986)-  30 17 41.     (N)    099 32 20.     (W)     SCALED    
 BN0342* NAVD 88     -       670.856  (meters)    2200.97   (feet)  ADJUSTED  
 BN0342  ___________________________________________________________________
 BN0342  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BN0342  DYNAMIC HT  -         669.890 (meters)    2197.80  (feet)  COMP
 BN0342  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 BN0342
 BN0342  VERT ORDER  -  SECOND    CLASS 0
 BN0342
 BN0342.The horizontal coordinates were scaled from a topographic map and have
 BN0342.an estimated accuracy of +/- 6 seconds.
 BN0342
 BN0342.The orthometric height was determined by differential leveling
 BN0342.and adjusted by the National Geodetic Survey in June 1991..
 BN0342
 BN0342.The geoid height was determined by GEOID03.
 BN0342
 BN0342.The dynamic height is computed by dividing the NAVD 88
 BN0342.geopotential number by the normal gravity value computed on the
 BN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0342.degrees latitude (g = 980.6199 gals.).
 BN0342
 BN0342.The modeled gravity was interpolated from observed gravity values.
 BN0342
 BN0342;                    North         East    Units  Estimated Accuracy
 BN0342;SPC TX C     - 3,069,900.      776,420.      MT  (+/- 180 meters Scaled)
 BN0342
 BN0342                          SUPERSEDED SURVEY CONTROL
 BN0342
 BN0342  NGVD 29 (??/??/92)  670.796  (m)         2200.77   (f) ADJ UNCH    2 0
 BN0342
 BN0342.Superseded values are not recommended for survey control.
 BN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0342.See file dsdata.txt to determine how the superseded data were derived.
 BN0342
 BN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU481515(NAD 83)
 BN0342_MARKER: DB = BENCH MARK DISK
 BN0342_SETTING: 66 = SET IN ROCK OUTCROP
 BN0342_SP_SET: ROCK OUTCROP
 BN0342_STAMPING: N 449 1935
 BN0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0342+STABILITY: POSITION/ELEVATION WELL
 BN0342
 BN0342  HISTORY     - Date     Condition        Report By
 BN0342  HISTORY     - 1935     MONUMENTED       CGS
 BN0342  HISTORY     - 1974     GOOD             NGS
 BN0342  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 BN0342
 BN0342                          STATION DESCRIPTION
 BN0342
 BN0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BN0342'11.6 MI SE FROM SEGOVIA.
 BN0342'11.6 MI SE ALONG STATE HWY 27 FROM PO AT SEGOVIA.  13.3 MILES NW ALONG
 BN0342'STATE HWY 27 AND IH 10 FROM THE    E POST OFFICE AT MOUNTAIN HOME,
 BN0342'TEXAS.  ABOUT 1 MILE NW ALONG IH 10 FROM THE KERR-KIMBLE COUNTY LINE.
 BN0342'95 FT SW OF JCT OF SOUTH SERVICE ROAD AND RANCH ROAD TO R. W. KOTHMAN.
 BN0342'17 FT NW OF WOODEN GATE, AND IN TOP OF LIMESTONE OUTCROP. A STANDARD
 BN0342'DISK STAMPED N 449 1935.
 BN0342
 BN0342                          STATION RECOVERY (1999)
 BN0342
 BN0342'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0247 ***********************************************************************
 CD0247  DESIGNATION -  N 451
 CD0247  PID         -  CD0247
 CD0247  STATE/COUNTY-  TX/CULBERSON
 CD0247  USGS QUAD   -  VICTORIO PEAK (1973)
 CD0247
 CD0247                         *CURRENT SURVEY CONTROL
 CD0247  ___________________________________________________________________
 CD0247* NAD 83(1986)-  31 20 37.     (N)    104 49 12.     (W)     SCALED    
 CD0247* NAVD 88     -      1114.263  (meters)    3655.71   (feet)  ADJUSTED  
 CD0247  ___________________________________________________________________
 CD0247  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CD0247  DYNAMIC HT  -        1112.543 (meters)    3650.07  (feet)  COMP
 CD0247  MODELED GRAV-     979,058.8   (mgal)                       NAVD 88
 CD0247
 CD0247  VERT ORDER  -  SECOND    CLASS 0
 CD0247
 CD0247.The horizontal coordinates were scaled from a topographic map and have
 CD0247.an estimated accuracy of +/- 6 seconds.
 CD0247
 CD0247.The orthometric height was determined by differential leveling
 CD0247.and adjusted by the National Geodetic Survey in June 1991..
 CD0247
 CD0247.The geoid height was determined by GEOID03.
 CD0247
 CD0247.The dynamic height is computed by dividing the NAVD 88
 CD0247.geopotential number by the normal gravity value computed on the
 CD0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0247.degrees latitude (g = 980.6199 gals.).
 CD0247
 CD0247.The modeled gravity was interpolated from observed gravity values.
 CD0247
 CD0247;                    North         East    Units  Estimated Accuracy
 CD0247;SPC TX C     - 3,194,510.      273,210.      MT  (+/- 180 meters Scaled)
 CD0247
 CD0247                          SUPERSEDED SURVEY CONTROL
 CD0247
 CD0247  NGVD 29 (??/??/92) 1113.790  (m)         3654.16   (f) ADJ UNCH    2 0
 CD0247
 CD0247.Superseded values are not recommended for survey control.
 CD0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0247.See file dsdata.txt to determine how the superseded data were derived.
 CD0247
 CD0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ171676(NAD 83)
 CD0247_MARKER: DB = BENCH MARK DISK
 CD0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0247_STAMPING: N 451 1934
 CD0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0247+STABILITY: SURFACE MOTION
 CD0247
 CD0247  HISTORY     - Date     Condition        Report By
 CD0247  HISTORY     - 1934     MONUMENTED       CGS
 CD0247  HISTORY     - 1958     GOOD             NGS
 CD0247
 CD0247                          STATION DESCRIPTION
 CD0247
 CD0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0247'23.05 MI N FROM VAN HORN.
 CD0247'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0247'STATION AT VAN HORN, THENCE ABOUT 22.9 MILES NORTH ALONG STATE HIGHWAY
 CD0247'54.  138 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.5 MILE
 CD0247'SOUTHEAST OF THREE STEEL WINDMILLS, ABOUT 200 FEET NORTH OF A CULVERT,
 CD0247'59 FEET WEST OF A FENCE, 31 FEET EAST OF THE CENTER LINE OF THE OLD
 CD0247'HIGHWAY, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 CD0247'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0504 ***********************************************************************
 BP0504  DESIGNATION -  N 452
 BP0504  PID         -  BP0504
 BP0504  STATE/COUNTY-  TX/REEVES
 BP0504  USGS QUAD   -  TOYAHVALE (1972)
 BP0504
 BP0504                         *CURRENT SURVEY CONTROL
 BP0504  ___________________________________________________________________
 BP0504* NAD 83(1986)-  30 56 53.     (N)    103 51 24.     (W)     SCALED    
 BP0504* NAVD 88     -      1080.361  (meters)    3544.48   (feet)  POSTED    
 BP0504  ___________________________________________________________________
 BP0504  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 BP0504  DYNAMIC HT  -        1078.700 (meters)    3539.03  (feet)  COMP
 BP0504  MODELED GRAV-     979,069.5   (mgal)                       NAVD 88
 BP0504
 BP0504  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0504
 BP0504.The horizontal coordinates were scaled from a topographic map and have
 BP0504.an estimated accuracy of +/- 6 seconds.
 BP0504
 BP0504.The orthometric height was determined by differential leveling
 BP0504.and adjusted by the National Geodetic Survey in 1992..
 BP0504.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0504.rate of 0.0 thru 1.0 mm/km.
 BP0504
 BP0504.The geoid height was determined by GEOID03.
 BP0504
 BP0504.The dynamic height is computed by dividing the NAVD 88
 BP0504.geopotential number by the normal gravity value computed on the
 BP0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0504.degrees latitude (g = 980.6199 gals.).
 BP0504
 BP0504.The modeled gravity was interpolated from observed gravity values.
 BP0504
 BP0504;                    North         East    Units  Estimated Accuracy
 BP0504;SPC TX C     - 3,147,380.      363,420.      MT  (+/- 180 meters Scaled)
 BP0504
 BP0504                          SUPERSEDED SURVEY CONTROL
 BP0504
 BP0504  NGVD 29 (??/??/92) 1079.992  (m)         3543.27   (f) ADJ UNCH    2 0
 BP0504
 BP0504.Superseded values are not recommended for survey control.
 BP0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0504.See file dsdata.txt to determine how the superseded data were derived.
 BP0504
 BP0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ092244(NAD 83)
 BP0504_MARKER: DB = BENCH MARK DISK
 BP0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0504_STAMPING: N 452 1934 3543.382
 BP0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0504+STABILITY: SURFACE MOTION
 BP0504
 BP0504  HISTORY     - Date     Condition        Report By
 BP0504  HISTORY     - 1934     MONUMENTED       CGS
 BP0504  HISTORY     - 1958     GOOD             NGS
 BP0504  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0504
 BP0504                          STATION DESCRIPTION
 BP0504
 BP0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0504'4.3 MI NW FROM TOYAHVALE.
 BP0504'ABOUT 4.3 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE
 BP0504'AT TOYAHVALE, 55 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.3
 BP0504'MILE SOUTHEAST OF THE CREST OF A LONG HILL AND A CURVE IN THE HIGHWAY,
 BP0504'0.75 MILE SOUTHEAST OF THE JEFF DAVIS-REEVES COUNTY LINE, 3 1/2 FEET
 BP0504'SOUTHWEST OF A FENCE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 BP0504'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 BP0504'CONCRETE POST PROJECTING 7 INCHES.
 BP0504
 BP0504                          STATION RECOVERY (1996)
 BP0504
 BP0504'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0255 ***********************************************************************
 BP0255  DESIGNATION -  N 453 RESET 1962
 BP0255  PID         -  BP0255
 BP0255  STATE/COUNTY-  TX/PECOS
 BP0255  USGS QUAD   -  BELDING NW (1970)
 BP0255
 BP0255                         *CURRENT SURVEY CONTROL
 BP0255  ___________________________________________________________________
 BP0255* NAD 83(1986)-  30 55 15.     (N)    103 10 25.     (W)     SCALED    
 BP0255* NAVD 88     -       927.48   (+/-2cm)    3042.9    (feet)  VERTCON   
 BP0255  ___________________________________________________________________
 BP0255  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BP0255
 BP0255  VERT ORDER  -  THIRD (See Below)
 BP0255
 BP0255.The horizontal coordinates were scaled from a topographic map and have
 BP0255.an estimated accuracy of +/- 6 seconds.
 BP0255
 BP0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0255.The vertical order pertains to the NGVD 29 superseded value.
 BP0255
 BP0255.The geoid height was determined by GEOID03.
 BP0255
 BP0255;                    North         East    Units  Estimated Accuracy
 BP0255;SPC TX C     - 3,142,500.      428,580.      MT  (+/- 180 meters Scaled)
 BP0255
 BP0255                          SUPERSEDED SURVEY CONTROL
 BP0255
 BP0255  NGVD 29 (01/29/03)  927.13   (m)         3041.8    (f) RESET       3  
 BP0255
 BP0255.Superseded values are not recommended for survey control.
 BP0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0255.See file dsdata.txt to determine how the superseded data were derived.
 BP0255
 BP0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ745222(NAD 83)
 BP0255_MARKER: DB = BENCH MARK DISK
 BP0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0255_STAMPING: N 453 RESET 1962
 BP0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0255+STABILITY: SURFACE MOTION
 BP0255
 BP0255  HISTORY     - Date     Condition        Report By
 BP0255  HISTORY     - 1962     MONUMENTED       CGS
 BP0255  HISTORY     - 1968     GOOD             NGS
 BP0255
 BP0255                          STATION DESCRIPTION
 BP0255
 BP0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BP0255'17.9 MI W FROM FORT STOCKTON.
 BP0255'ABOUT 10.3 MILES WEST ALONG U.S. HIGHWAY 290 AND 67 FROM THE PANHANDLE
 BP0255'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, THENCE 7.6 MILES WEST
 BP0255'ALONG U.S. HIGHWAY 290.  BENCH MARK IS ABOUT 0.15 MILE NORTHWEST OF
 BP0255'THE JUNCTION OF INTERCHANGE OF RANCH ROADS AND U.S. HIGHWAY 290, 385
 BP0255'FEET NORTH OF THE CENTER LINE OF HIGHWAY, 290 FEET NORTH OF A POWER
 BP0255'LINE POLE, 41 FEET NORTHWEST OF THE RIGHT-OF-WAY OF INTERCHANGE, AND 2
 BP0255'FEET SOUTH OF A WITNESS POST.  A STANDARD DISK SET IN A 12 X 12 IN.
 BP0255'CONCRETE POST, IT PROJECTS 6 INCHES.
 BP0255
 BP0255                          STATION RECOVERY (1968)
 BP0255
 BP0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BP0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0479 ***********************************************************************
 AW0479  DESIGNATION -  N 456
 AW0479  PID         -  AW0479
 AW0479  STATE/COUNTY-  TX/GALVESTON
 AW0479  USGS QUAD   -  HITCHCOCK (1974)
 AW0479
 AW0479                         *CURRENT SURVEY CONTROL
 AW0479  ___________________________________________________________________
 AW0479* NAD 83(1986)-  29 20 33.     (N)    095 00 10.     (W)     SCALED    
 AW0479* NAVD 88     -         3.287  (meters)      10.78   (feet)  ADJUSTED  
 AW0479  ___________________________________________________________________
 AW0479  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW0479  DYNAMIC HT  -           3.282 (meters)      10.77  (feet)  COMP
 AW0479  MODELED GRAV-     979,263.9   (mgal)                       NAVD 88
 AW0479
 AW0479  VERT ORDER  -  FIRST     CLASS I
 AW0479
 AW0479.The horizontal coordinates were scaled from a topographic map and have
 AW0479.an estimated accuracy of +/- 6 seconds.
 AW0479
 AW0479.The orthometric height was determined by differential leveling
 AW0479.and adjusted by the National Geodetic Survey in June 1991..
 AW0479
 AW0479.The geoid height was determined by GEOID03.
 AW0479
 AW0479.The dynamic height is computed by dividing the NAVD 88
 AW0479.geopotential number by the normal gravity value computed on the
 AW0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0479.degrees latitude (g = 980.6199 gals.).
 AW0479
 AW0479.The modeled gravity was interpolated from observed gravity values.
 AW0479
 AW0479;                    North         East    Units  Estimated Accuracy
 AW0479;SPC TXSC     - 4,173,890.      988,070.      MT  (+/- 180 meters Scaled)
 AW0479
 AW0479                          SUPERSEDED SURVEY CONTROL
 AW0479
 AW0479  NGVD 29 (12/23/87)    3.283  (m)           10.77   (f) ADJUSTED    1 1
 AW0479
 AW0479.Superseded values are not recommended for survey control.
 AW0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0479.See file dsdata.txt to determine how the superseded data were derived.
 AW0479
 AW0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN055475(NAD 83)
 AW0479_MARKER: DB = BENCH MARK DISK
 AW0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0479_SP_SET: CONCRETE POST
 AW0479_STAMPING: N 456 1951
 AW0479_MARK LOGO: CGS   
 AW0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0479+STABILITY: SURFACE MOTION
 AW0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0479+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 AW0479
 AW0479  HISTORY     - Date     Condition        Report By
 AW0479  HISTORY     - 1951     MONUMENTED       CGS
 AW0479  HISTORY     - 1973     GOOD             NGS
 AW0479  HISTORY     - 1978     GOOD             NGS
 AW0479  HISTORY     - 1987     GOOD             USPSQD
 AW0479  HISTORY     - 1987     GOOD             USPSQD
 AW0479  HISTORY     - 1987     GOOD             USPSQD
 AW0479  HISTORY     - 1987     GOOD             USPSQD
 AW0479  HISTORY     - 1987     GOOD             USPSQD
 AW0479  HISTORY     - 1987     GOOD             NGS
 AW0479  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0479  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0479  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0479  HISTORY     - 1988     GOOD             USPSQD
 AW0479  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0479  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0479  HISTORY     - 1988     GOOD             USPSQD
 AW0479  HISTORY     - 1988     GOOD             USPSQD
 AW0479  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0479  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0479  HISTORY     - 19940917 GOOD             USPSQD
 AW0479  HISTORY     - 20030719 GOOD             USPSQD
 AW0479  HISTORY     - 20041021 GOOD             USPSQD
 AW0479
 AW0479                          STATION DESCRIPTION
 AW0479
 AW0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0479'1.2 MI E FROM HITCHCOCK.
 AW0479'1.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0479'THE STATION AT HITCHCOCK, 0.3 MILE WEST OF THE CITY WATER TOWER, 4 1/2
 AW0479'RAILS WEST OF MILEPOST 13, 51.3 FEET NORTH OF THE NORTH RAIL, 100 FEET
 AW0479'EAST OF THE CENTER LINE OF SUNSET STREET, 26 FEET SOUTH OF THE CENTER
 AW0479'LINE OF RAILROAD AVENUE, 1.3 FEET WEST OF A WITNESS POST, ABOUT 4 FEET
 AW0479'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT
 AW0479'UNDERGROUND.
 AW0479
 AW0479                          STATION RECOVERY (1978)
 AW0479
 AW0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (1987)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (1987)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (1987)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (1987)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (1987)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (1987)
 AW0479
 AW0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (1988)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0479'MARK NOT FOUND.
 AW0479
 AW0479                          STATION RECOVERY (1988)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0479'MARK NOT FOUND.
 AW0479
 AW0479                          STATION RECOVERY (1988)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0479'MARK NOT FOUND.
 AW0479
 AW0479                          STATION RECOVERY (1988)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (1988)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0479'MARK NOT FOUND.
 AW0479
 AW0479                          STATION RECOVERY (1988)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0479'MARK NOT FOUND.
 AW0479
 AW0479                          STATION RECOVERY (1988)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (1988)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (1988)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0479'MARK NOT FOUND.
 AW0479
 AW0479                          STATION RECOVERY (1989)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0479'MARK NOT FOUND.
 AW0479
 AW0479                          STATION RECOVERY (1994)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (2003)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0479'RECOVERED IN GOOD CONDITION.
 AW0479
 AW0479                          STATION RECOVERY (2004)
 AW0479
 AW0479'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3362 ***********************************************************************
 AW3362  DESIGNATION -  N 457
 AW3362  PID         -  AW3362
 AW3362  STATE/COUNTY-  TX/HARRIS
 AW3362  USGS QUAD   -  BELLAIRE (1995)
 AW3362
 AW3362                         *CURRENT SURVEY CONTROL
 AW3362  ___________________________________________________________________
 AW3362* NAD 83(1986)-  29 38 41.     (N)    095 24 06.     (W)     SCALED    
 AW3362* NAVD 88     -        16.68   (+/-2cm)      54.7    (feet)  VERTCON   
 AW3362  ___________________________________________________________________
 AW3362  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW3362
 AW3362  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3362
 AW3362.The horizontal coordinates were scaled from a topographic map and have
 AW3362.an estimated accuracy of +/- 6 seconds.
 AW3362
 AW3362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3362.The vertical order pertains to the NGVD 29 superseded value.
 AW3362
 AW3362.The geoid height was determined by GEOID03.
 AW3362
 AW3362;                    North         East    Units  Estimated Accuracy
 AW3362;SPC TXSC     - 4,206,110.      948,320.      MT  (+/- 180 meters Scaled)
 AW3362
 AW3362                          SUPERSEDED SURVEY CONTROL
 AW3362
 AW3362  NGVD 29 (??/??/92)   16.674  (m)           54.70   (f) ADJ UNCH    1 2
 AW3362
 AW3362.Superseded values are not recommended for survey control.
 AW3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3362.See file dsdata.txt to determine how the superseded data were derived.
 AW3362
 AW3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN675818(NAD 83)
 AW3362_MARKER: DB = BENCH MARK DISK
 AW3362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3362_STAMPING: N 457 1951
 AW3362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3362+STABILITY: SURFACE MOTION
 AW3362
 AW3362  HISTORY     - Date     Condition        Report By
 AW3362  HISTORY     - 1951     MONUMENTED       CGS
 AW3362  HISTORY     - 1959     GOOD             NGS
 AW3362  HISTORY     - 1964     GOOD             NGS
 AW3362
 AW3362                          STATION DESCRIPTION
 AW3362
 AW3362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3362'11.3 MI S FROM HOUSTON.
 AW3362'ABOUT 4.75 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 AW3362'RAILWAY FROM THE UNION STATION AT HOUSTON, THENCE ABOUT 4.5 MILES
 AW3362'SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD, THENCE ABOUT 1.95
 AW3362'MILES SOUTH ALONG THE HOUSTON BELT AND TERMINAL RAILROAD, THENCE ABOUT
 AW3362'0.1 MILE EAST ALONG A PRIVATE SHELL ROAD, 33 FEET SOUTHWEST OF THE
 AW3362'NORTHWEST CORNER OF A COW SHED, FORMERLY A HANGAR, 7 FEET EAST OF A
 AW3362'POWER POLE, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW3362
 AW3362                          STATION RECOVERY (1964)
 AW3362
 AW3362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3308 ***********************************************************************
 AW3308  DESIGNATION -  N 458
 AW3308  PID         -  AW3308
 AW3308  STATE/COUNTY-  TX/HARRIS
 AW3308  USGS QUAD   -  PASADENA (1995)
 AW3308
 AW3308                         *CURRENT SURVEY CONTROL
 AW3308  ___________________________________________________________________
 AW3308* NAD 83(1986)-  29 37 44.     (N)    095 11 50.     (W)     SCALED    
 AW3308* NAVD 88     -        13.01   (+/-2cm)      42.7    (feet)  VERTCON   
 AW3308  ___________________________________________________________________
 AW3308  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW3308
 AW3308  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3308
 AW3308.The horizontal coordinates were scaled from a topographic map and have
 AW3308.an estimated accuracy of +/- 6 seconds.
 AW3308
 AW3308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3308.The vertical order pertains to the NGVD 29 superseded value.
 AW3308
 AW3308.The geoid height was determined by GEOID03.
 AW3308
 AW3308;                    North         East    Units  Estimated Accuracy
 AW3308;SPC TXSC     - 4,204,980.      968,160.      MT  (+/- 180 meters Scaled)
 AW3308
 AW3308                          SUPERSEDED SURVEY CONTROL
 AW3308
 AW3308  NGVD 29 (??/??/92)   13.004  (m)           42.66   (f) ADJ UNCH    1 2
 AW3308
 AW3308.Superseded values are not recommended for survey control.
 AW3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3308.See file dsdata.txt to determine how the superseded data were derived.
 AW3308
 AW3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN872796(NAD 83)
 AW3308_MARKER: DB = BENCH MARK DISK
 AW3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3308_STAMPING: N 458 1951
 AW3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3308+STABILITY: SURFACE MOTION
 AW3308
 AW3308  HISTORY     - Date     Condition        Report By
 AW3308  HISTORY     - 1951     MONUMENTED       CGS
 AW3308  HISTORY     - 1959     GOOD             NGS
 AW3308  HISTORY     - 1964     GOOD             NGS
 AW3308  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3308  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3308  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW3308  HISTORY     - 20030210 POOR             USPSQD
 AW3308  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW3308
 AW3308                          STATION DESCRIPTION
 AW3308
 AW3308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3308'0.5 MI NE FROM GENOA.
 AW3308'ABOUT 0.25 MILE NORTHEAST ALONG A PAVED ROAD FROM THE GALVESTON,
 AW3308'HOUSTON AND HENDERSON RAILROAD STATION AT GENOA, THENCE ABOUT 0.25
 AW3308'MILE NORTHWEST ALONG THE RUNWAY OF THE EMMETT FLYING SERVICE AIRPORT,
 AW3308'118 FEET SOUTHWEST OF THE CENTER LINE OF THE RUNWAY, AT THE WEST
 AW3308'CORNER OF HANGAR NO. 14, 32 FEET NORTHEAST OF A FENCE, 1 FOOT
 AW3308'SOUTHWEST OF THE SOUTHWEST FACE OF THE HANGAR, AND IN THE TOP OF A
 AW3308'CONCRETE POST FLUSH WITH THE GROUND.
 AW3308
 AW3308                          STATION RECOVERY (1964)
 AW3308
 AW3308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3308'RECOVERED IN GOOD CONDITION.
 AW3308
 AW3308                          STATION RECOVERY (1987)
 AW3308
 AW3308'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW3308'MARK NOT FOUND.
 AW3308
 AW3308                          STATION RECOVERY (1987)
 AW3308
 AW3308'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW3308'MARK NOT FOUND.
 AW3308
 AW3308                          STATION RECOVERY (1998)
 AW3308
 AW3308'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3308'MARK NOT FOUND.
 AW3308
 AW3308                          STATION RECOVERY (2003)
 AW3308
 AW3308'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW3308'THIS AREA IS NOW A SAND PIT.   MARK PROBABLY DESTROYED DURING DURING
 AW3308'REMOVAL OF SAND IN THE AREA.
 AW3308
 AW3308                          STATION RECOVERY (2004)
 AW3308
 AW3308'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0037 ***********************************************************************
 AH0037  DESIGNATION -  N 46
 AH0037  PID         -  AH0037
 AH0037  STATE/COUNTY-  TX/NUECES
 AH0037  USGS QUAD   -  ROBSTOWN (1975)
 AH0037
 AH0037                         *CURRENT SURVEY CONTROL
 AH0037  ___________________________________________________________________
 AH0037* NAD 83(1986)-  27 49 45.     (N)    097 37 43.     (W)     SCALED    
 AH0037* NAVD 88     -        22.044  (meters)      72.32   (feet)  ADJUSTED  
 AH0037  ___________________________________________________________________
 AH0037  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AH0037  DYNAMIC HT  -          22.011 (meters)      72.21  (feet)  COMP
 AH0037  MODELED GRAV-     979,122.6   (mgal)                       NAVD 88
 AH0037
 AH0037  VERT ORDER  -  FIRST     CLASS II
 AH0037
 AH0037.The horizontal coordinates were scaled from a topographic map and have
 AH0037.an estimated accuracy of +/- 6 seconds.
 AH0037
 AH0037.The orthometric height was determined by differential leveling
 AH0037.and adjusted by the National Geodetic Survey in June 1991..
 AH0037.WARNING-Repeat measurements at this control monument indicate possible
 AH0037.vertical movement.
 AH0037
 AH0037.The geoid height was determined by GEOID03.
 AH0037
 AH0037.The dynamic height is computed by dividing the NAVD 88
 AH0037.geopotential number by the normal gravity value computed on the
 AH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0037.degrees latitude (g = 980.6199 gals.).
 AH0037
 AH0037.The modeled gravity was interpolated from observed gravity values.
 AH0037
 AH0037;                    North         East    Units  Estimated Accuracy
 AH0037;SPC TX S     - 5,239,890.      385,850.      MT  (+/- 180 meters Scaled)
 AH0037
 AH0037                          SUPERSEDED SURVEY CONTROL
 AH0037
 AH0037  NGVD 29 (??/??/92)   22.183  (m)           72.78   (f) ADJ UNCH    1 2
 AH0037
 AH0037.Superseded values are not recommended for survey control.
 AH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0037.See file dsdata.txt to determine how the superseded data were derived.
 AH0037
 AH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR350790(NAD 83)
 AH0037_MARKER: DB = BENCH MARK DISK
 AH0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0037_STAMPING: N 46 1917 ELEV 72.716 FT
 AH0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0037+STABILITY: SURFACE MOTION
 AH0037
 AH0037  HISTORY     - Date     Condition        Report By
 AH0037  HISTORY     - 1917     MONUMENTED       CGS
 AH0037  HISTORY     - 1950     GOOD             NGS
 AH0037  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0037  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0037  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0037
 AH0037                          STATION DESCRIPTION
 AH0037
 AH0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0037'3.1 MI S FROM CALALLEN.
 AH0037'3.1 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0037'FROM THE STATION AT CALALLEN, 59 FEET NORTH OF THE NORTHWEST CORNER OF
 AH0037'TRESTLE 145-0, 60 FEET NORTHEAST OF MILEPOST 145, 37 FEET WEST OF THE
 AH0037'WEST RAIL, 1.3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AH0037'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- NOW
 AH0037'THE SOUTHERN PACIFIC LINES.
 AH0037
 AH0037                          STATION RECOVERY (1969)
 AH0037
 AH0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0037'MARK NOT FOUND.
 AH0037
 AH0037                          STATION RECOVERY (1978)
 AH0037
 AH0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0037'NOT RECOVERED THIS DATE.
 AH0037
 AH0037                          STATION RECOVERY (2001)
 AH0037
 AH0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0678 ***********************************************************************
 AW0678  DESIGNATION -  N 460
 AW0678  PID         -  AW0678
 AW0678  STATE/COUNTY-  TX/GALVESTON
 AW0678  USGS QUAD   -  SAN LUIS PASS (1974)
 AW0678
 AW0678                         *CURRENT SURVEY CONTROL
 AW0678  ___________________________________________________________________
 AW0678* NAD 83(1986)-  29 05 33.     (N)    095 06 38.     (W)     SCALED    
 AW0678* NAVD 88     -         1.11   (+/-2cm)       3.6    (feet)  VERTCON   
 AW0678  ___________________________________________________________________
 AW0678  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AW0678
 AW0678  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0678
 AW0678.The horizontal coordinates were scaled from a topographic map and have
 AW0678.an estimated accuracy of +/- 6 seconds.
 AW0678
 AW0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0678.The vertical order pertains to the NGVD 29 superseded value.
 AW0678
 AW0678.The geoid height was determined by GEOID03.
 AW0678
 AW0678;                    North         East    Units  Estimated Accuracy
 AW0678;SPC TXSC     - 4,145,840.      978,530.      MT  (+/- 180 meters Scaled)
 AW0678
 AW0678                          SUPERSEDED SURVEY CONTROL
 AW0678
 AW0678  NGVD 29 (??/??/92)    1.114  (m)            3.65   (f) ADJ UNCH    1 2
 AW0678
 AW0678.Superseded values are not recommended for survey control.
 AW0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0678.See file dsdata.txt to determine how the superseded data were derived.
 AW0678
 AW0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945200(NAD 83)
 AW0678_MARKER: DB = BENCH MARK DISK
 AW0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0678_STAMPING: N 460 1951
 AW0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0678+STABILITY: SURFACE MOTION
 AW0678
 AW0678  HISTORY     - Date     Condition        Report By
 AW0678  HISTORY     - 1951     MONUMENTED       CGS
 AW0678  HISTORY     - 1964     GOOD             NGS
 AW0678  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0678  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0678  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AW0678  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 AW0678  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW0678
 AW0678                          STATION DESCRIPTION
 AW0678
 AW0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0678'26.1 MI SW FROM GALVESTON.
 AW0678'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0678'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0678'NORTHWEST ALONG A PAVED ROAD, THENCE 19.35 MILES SOUTHWEST ALONG
 AW0678'STEWART ROAD, AT THE SOUTHWEST END OF THE ISLAND, ABOUT 0.1 MILE
 AW0678'SOUTHWEST OF THE END OF THE PAVED ROAD, ABOUT 0.1 MILE EAST OF A FENCE
 AW0678'CORNER, 118 FEET SOUTHEAST OF THE CENTER LINE OF A SAND ROAD, 215 FEET
 AW0678'SOUTHEAST OF A FENCE, 1.4 FEET WEST OF A WOODEN WITNESS POST, ABOUT
 AW0678'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW0678'4 INCHES.
 AW0678
 AW0678                          STATION RECOVERY (1973)
 AW0678
 AW0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0678'MARK NOT FOUND.
 AW0678
 AW0678                          STATION RECOVERY (1978)
 AW0678
 AW0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0678'SEARCHED FOR NOT RECOVERED.
 AW0678
 AW0678                          STATION RECOVERY (1999)
 AW0678
 AW0678'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0678'MARK NOT FOUND.
 AW0678
 AW0678                          STATION RECOVERY (2003)
 AW0678
 AW0678'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0678'MARK NOT FOUND.
 AW0678
 AW0678                          STATION RECOVERY (2004)
 AW0678
 AW0678'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1434 ***********************************************************************
 AY1434  DESIGNATION -  N 461
 AY1434  PID         -  AY1434
 AY1434  STATE/COUNTY-  TX/REAL
 AY1434  USGS QUAD   -  OWL HOLLOW (1971)
 AY1434
 AY1434                         *CURRENT SURVEY CONTROL
 AY1434  ___________________________________________________________________
 AY1434* NAD 83(1986)-  29 45 22.     (N)    099 45 36.     (W)     SCALED    
 AY1434* NAVD 88     -       498.603  (meters)    1635.83   (feet)  ADJUSTED  
 AY1434  ___________________________________________________________________
 AY1434  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AY1434  DYNAMIC HT  -         497.867 (meters)    1633.42  (feet)  COMP
 AY1434  MODELED GRAV-     979,151.1   (mgal)                       NAVD 88
 AY1434
 AY1434  VERT ORDER  -  SECOND    CLASS 0
 AY1434
 AY1434.The horizontal coordinates were scaled from a topographic map and have
 AY1434.an estimated accuracy of +/- 6 seconds.
 AY1434
 AY1434.The orthometric height was determined by differential leveling
 AY1434.and adjusted by the National Geodetic Survey in June 1991..
 AY1434
 AY1434.The geoid height was determined by GEOID03.
 AY1434
 AY1434.The dynamic height is computed by dividing the NAVD 88
 AY1434.geopotential number by the normal gravity value computed on the
 AY1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1434.degrees latitude (g = 980.6199 gals.).
 AY1434
 AY1434.The modeled gravity was interpolated from observed gravity values.
 AY1434
 AY1434;                    North         East    Units  Estimated Accuracy
 AY1434;SPC TXSC     - 4,213,340.      526,500.      MT  (+/- 180 meters Scaled)
 AY1434
 AY1434                          SUPERSEDED SURVEY CONTROL
 AY1434
 AY1434  NGVD 29 (??/??/92)  498.516  (m)         1635.55   (f) ADJ UNCH    2 0
 AY1434
 AY1434.Superseded values are not recommended for survey control.
 AY1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1434.See file dsdata.txt to determine how the superseded data were derived.
 AY1434
 AY1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT265920(NAD 83)
 AY1434_MARKER: DB = BENCH MARK DISK
 AY1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1434_STAMPING: N 461 1953
 AY1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1434+STABILITY: SURFACE MOTION
 AY1434
 AY1434  HISTORY     - Date     Condition        Report By
 AY1434  HISTORY     - 1953     MONUMENTED       CGS
 AY1434  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1434  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1434
 AY1434                          STATION DESCRIPTION
 AY1434
 AY1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1434'2.0 MI N FROM LEAKEY.
 AY1434'0.75 MILE NORTH ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1434'COURTHOUSE AT LEAKEY, THENCE 1.25 MILES NORTH ALONG RANCH ROAD 336,
 AY1434'118 FEET NORTHWEST OF A 20 INCH OAK TREE, 117 FEET SOUTHEAST OF THE
 AY1434'CENTER LINE OF A PRIVATE GRAVELED ROAD LEADING NORTHEAST UP THE FRIO
 AY1434'RIVER BED, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE RANCH ROAD, 2
 AY1434'FEET NORTHEAST OF A FENCE, 2.2 FEET SOUTHEAST OF A WITNESS POST, SET
 AY1434'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AY1434'GROUND.
 AY1434
 AY1434                          STATION RECOVERY (2001)
 AY1434
 AY1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1434'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1434
 AY1434                          STATION RECOVERY (2001)
 AY1434
 AY1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1434'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1400 ***********************************************************************
 AY1400  DESIGNATION -  N 462
 AY1400  PID         -  AY1400
 AY1400  STATE/COUNTY-  TX/REAL
 AY1400  USGS QUAD   -  LEAKEY (1971)
 AY1400
 AY1400                         *CURRENT SURVEY CONTROL
 AY1400  ___________________________________________________________________
 AY1400* NAD 83(1986)-  29 44 26.     (N)    099 49 08.     (W)     SCALED    
 AY1400* NAVD 88     -       612.591  (meters)    2009.81   (feet)  ADJUSTED  
 AY1400  ___________________________________________________________________
 AY1400  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 AY1400  DYNAMIC HT  -         611.682 (meters)    2006.83  (feet)  COMP
 AY1400  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 AY1400
 AY1400  VERT ORDER  -  SECOND    CLASS 0
 AY1400
 AY1400.The horizontal coordinates were scaled from a topographic map and have
 AY1400.an estimated accuracy of +/- 6 seconds.
 AY1400
 AY1400.The orthometric height was determined by differential leveling
 AY1400.and adjusted by the National Geodetic Survey in June 1991..
 AY1400
 AY1400.The geoid height was determined by GEOID03.
 AY1400
 AY1400.The dynamic height is computed by dividing the NAVD 88
 AY1400.geopotential number by the normal gravity value computed on the
 AY1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1400.degrees latitude (g = 980.6199 gals.).
 AY1400
 AY1400.The modeled gravity was interpolated from observed gravity values.
 AY1400
 AY1400;                    North         East    Units  Estimated Accuracy
 AY1400;SPC TXSC     - 4,211,650.      520,790.      MT  (+/- 180 meters Scaled)
 AY1400
 AY1400                          SUPERSEDED SURVEY CONTROL
 AY1400
 AY1400  NGVD 29 (??/??/92)  612.495  (m)         2009.49   (f) ADJ UNCH    2 0
 AY1400
 AY1400.Superseded values are not recommended for survey control.
 AY1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1400.See file dsdata.txt to determine how the superseded data were derived.
 AY1400
 AY1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT208903(NAD 83)
 AY1400_MARKER: DB = BENCH MARK DISK
 AY1400_SETTING: 66 = SET IN ROCK OUTCROP
 AY1400_SP_SET: ROCK OUTCROP
 AY1400_STAMPING: N 462 1953
 AY1400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1400+STABILITY: POSITION/ELEVATION WELL
 AY1400
 AY1400  HISTORY     - Date     Condition        Report By
 AY1400  HISTORY     - 1953     MONUMENTED       CGS
 AY1400  HISTORY     - 20010331 GOOD             NGS
 AY1400  HISTORY     - 20010801 GOOD             NGS
 AY1400  HISTORY     - 20020331 GOOD             NGS
 AY1400
 AY1400                          STATION DESCRIPTION
 AY1400
 AY1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1400'4.3 MI W FROM LEAKEY.
 AY1400'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1400'THENCE 4.2 MILES WEST ALONG RANCH ROAD 337, ON TOP OF A ROCKY RIDGE,
 AY1400'101 FEET SOUTHEAST OF THE SOUTH END OF A GUARD RAIL, 88 FEET EAST OF
 AY1400'THE CENTER LINE OF THE RANCH ROAD, AT A CURVE IN THE ROAD, FLUSH WITH
 AY1400'THE GROUND, SET IN THE TOP OF A FLAT ROCK OUTCROP.
 AY1400
 AY1400                          STATION RECOVERY (2001)
 AY1400
 AY1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1400
 AY1400                          STATION RECOVERY (2001)
 AY1400
 AY1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1400'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1400
 AY1400                          STATION RECOVERY (2002)
 AY1400
 AY1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AY1400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1145 ***********************************************************************
 AY1145  DESIGNATION -  N 463
 AY1145  PID         -  AY1145
 AY1145  STATE/COUNTY-  TX/BANDERA
 AY1145  USGS QUAD   -  BANDERA PASS (1982)
 AY1145
 AY1145                         *CURRENT SURVEY CONTROL
 AY1145  ___________________________________________________________________
 AY1145* NAD 83(1986)-  29 45 40.     (N)    099 06 08.     (W)     SCALED    
 AY1145* NAVD 88     -       415.180  (meters)    1362.14   (feet)  ADJUSTED  
 AY1145  ___________________________________________________________________
 AY1145  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AY1145  DYNAMIC HT  -         414.584 (meters)    1360.18  (feet)  COMP
 AY1145  MODELED GRAV-     979,193.5   (mgal)                       NAVD 88
 AY1145
 AY1145  VERT ORDER  -  SECOND    CLASS 0
 AY1145
 AY1145.The horizontal coordinates were scaled from a topographic map and have
 AY1145.an estimated accuracy of +/- 6 seconds.
 AY1145
 AY1145.The orthometric height was determined by differential leveling
 AY1145.and adjusted by the National Geodetic Survey in June 1991..
 AY1145
 AY1145.The geoid height was determined by GEOID03.
 AY1145
 AY1145.The dynamic height is computed by dividing the NAVD 88
 AY1145.geopotential number by the normal gravity value computed on the
 AY1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1145.degrees latitude (g = 980.6199 gals.).
 AY1145
 AY1145.The modeled gravity was interpolated from observed gravity values.
 AY1145
 AY1145;                    North         East    Units  Estimated Accuracy
 AY1145;SPC TXSC     - 4,213,660.      590,120.      MT  (+/- 180 meters Scaled)
 AY1145
 AY1145                          SUPERSEDED SURVEY CONTROL
 AY1145
 AY1145  NGVD 29 (??/??/92)  415.066  (m)         1361.76   (f) ADJ UNCH    2 0
 AY1145
 AY1145.Superseded values are not recommended for survey control.
 AY1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1145.See file dsdata.txt to determine how the superseded data were derived.
 AY1145
 AY1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT901923(NAD 83)
 AY1145_MARKER: DB = BENCH MARK DISK
 AY1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1145_STAMPING: N 463 1953
 AY1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1145+STABILITY: SURFACE MOTION
 AY1145
 AY1145  HISTORY     - Date     Condition        Report By
 AY1145  HISTORY     - 1953     MONUMENTED       CGS
 AY1145  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1145
 AY1145                          STATION DESCRIPTION
 AY1145
 AY1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1145'3.15 MI NW FROM BANDERA.
 AY1145'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1145'BANDERA, THENCE 0.45 MILE NORTH ALONG FARM ROAD 689, THENCE 2.35 MILES
 AY1145'NORTHWEST ALONG A DIRT ROAD, 0.1 MILE SOUTHEAST OF A PRIVATE ROAD
 AY1145'LEADING SOUTHWEST, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT
 AY1145'ROAD, 8.5 FEET NORTHWEST OF A FENCE CORNER, 1.8 FEET NORTHEAST OF A
 AY1145'FENCE, 2.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AY1145'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1145
 AY1145                          STATION RECOVERY (1993)
 AY1145
 AY1145'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0148 ***********************************************************************
 BN0148  DESIGNATION -  N 464
 BN0148  PID         -  BN0148
 BN0148  STATE/COUNTY-  TX/GILLESPIE
 BN0148  USGS QUAD   -  STONEWALL (1961)
 BN0148
 BN0148                         *CURRENT SURVEY CONTROL
 BN0148  ___________________________________________________________________
 BN0148* NAD 83(1986)-  30 14 14.     (N)    098 39 04.     (W)     SCALED    
 BN0148* NAVD 88     -       437.133  (meters)    1434.16   (feet)  POSTED    
 BN0148  ___________________________________________________________________
 BN0148  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BN0148  DYNAMIC HT  -         436.530 (meters)    1432.18  (feet)  COMP
 BN0148  MODELED GRAV-     979,246.4   (mgal)                       NAVD 88
 BN0148
 BN0148  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0148
 BN0148.The horizontal coordinates were scaled from a topographic map and have
 BN0148.an estimated accuracy of +/- 6 seconds.
 BN0148
 BN0148.The orthometric height was determined by differential leveling
 BN0148.and adjusted by the National Geodetic Survey in 1992..
 BN0148.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0148.rate of 0.0 thru 1.0 mm/km.
 BN0148
 BN0148.The geoid height was determined by GEOID03.
 BN0148
 BN0148.The dynamic height is computed by dividing the NAVD 88
 BN0148.geopotential number by the normal gravity value computed on the
 BN0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0148.degrees latitude (g = 980.6199 gals.).
 BN0148
 BN0148.The modeled gravity was interpolated from observed gravity values.
 BN0148
 BN0148;                    North         East    Units  Estimated Accuracy
 BN0148;SPC TX C     - 3,064,480.      861,910.      MT  (+/- 180 meters Scaled)
 BN0148
 BN0148                          SUPERSEDED SURVEY CONTROL
 BN0148
 BN0148  NGVD 29 (??/??/92)  437.075  (m)         1433.97   (f) ADJ UNCH    2 0
 BN0148
 BN0148.Superseded values are not recommended for survey control.
 BN0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0148.See file dsdata.txt to determine how the superseded data were derived.
 BN0148
 BN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU335451(NAD 83)
 BN0148_MARKER: DB = BENCH MARK DISK
 BN0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0148_STAMPING: N 464 1953
 BN0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0148+STABILITY: SURFACE MOTION
 BN0148
 BN0148  HISTORY     - Date     Condition        Report By
 BN0148  HISTORY     - 1953     MONUMENTED       CGS
 BN0148  HISTORY     - 1964     GOOD             NGS
 BN0148  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0148  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0148
 BN0148                          STATION DESCRIPTION
 BN0148
 BN0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BN0148'1.0 MI E FROM STONEWALL.
 BN0148'FROM THE MAIN GATE ENTRANCE TO THE LBJ (PRESIDENT JOHNSON) RANCH ON
 BN0148'TEXAS RANCH ROAD 1 (PEDERNALES LOOP ROAD) GO WEST FOR 1.75 MILES TO
 BN0148'MARK ON LEFT SOUTHEAST OF T-INTERSECTION.  THE MARK IS 95 FEET SE OF
 BN0148'T-INTERSECTION OF ROADS.  13.4 FEET SOUTH OF POWER POLE AND 2 FEET
 BN0148'NORTH OF FENCE LINE.  A STANDARD DISK STAMPED N 464 1953 AND SET IN
 BN0148'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 BN0148
 BN0148                          STATION RECOVERY (1993)
 BN0148
 BN0148'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0148'MARK NOT FOUND.
 BN0148
 BN0148                          STATION RECOVERY (1996)
 BN0148
 BN0148'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0431 ***********************************************************************
 AY0431  DESIGNATION -  N 465
 AY0431  PID         -  AY0431
 AY0431  STATE/COUNTY-  TX/BEXAR
 AY0431  USGS QUAD   -  SOUTHTON (1992)
 AY0431
 AY0431                         *CURRENT SURVEY CONTROL
 AY0431  ___________________________________________________________________
 AY0431* NAD 83(1986)-  29 19 15.     (N)    098 29 10.     (W)     SCALED    
 AY0431* NAVD 88     -       188.250  (meters)     617.62   (feet)  ADJUSTED  
 AY0431  ___________________________________________________________________
 AY0431  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AY0431  DYNAMIC HT  -         187.977 (meters)     616.72  (feet)  COMP
 AY0431  MODELED GRAV-     979,190.0   (mgal)                       NAVD 88
 AY0431
 AY0431  VERT ORDER  -  FIRST     CLASS II
 AY0431
 AY0431.The horizontal coordinates were scaled from a topographic map and have
 AY0431.an estimated accuracy of +/- 6 seconds.
 AY0431
 AY0431.The orthometric height was determined by differential leveling
 AY0431.and adjusted by the National Geodetic Survey in June 1991..
 AY0431
 AY0431.The geoid height was determined by GEOID03.
 AY0431
 AY0431.The dynamic height is computed by dividing the NAVD 88
 AY0431.geopotential number by the normal gravity value computed on the
 AY0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0431.degrees latitude (g = 980.6199 gals.).
 AY0431
 AY0431.The modeled gravity was interpolated from observed gravity values.
 AY0431
 AY0431;                    North         East    Units  Estimated Accuracy
 AY0431;SPC TXSC     - 4,164,960.      649,910.      MT  (+/- 180 meters Scaled)
 AY0431
 AY0431                          SUPERSEDED SURVEY CONTROL
 AY0431
 AY0431  NGVD 29 (??/??/92)  188.157  (m)          617.31   (f) ADJ UNCH    1 2
 AY0431
 AY0431.Superseded values are not recommended for survey control.
 AY0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0431.See file dsdata.txt to determine how the superseded data were derived.
 AY0431
 AY0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT498436(NAD 83)
 AY0431_MARKER: DB = BENCH MARK DISK
 AY0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0431_STAMPING: N 465 1952
 AY0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0431+STABILITY: SURFACE MOTION
 AY0431
 AY0431  HISTORY     - Date     Condition        Report By
 AY0431  HISTORY     - 1952     MONUMENTED       CGS
 AY0431  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0431  HISTORY     - 19990412 GOOD             USPSQD
 AY0431
 AY0431                          STATION DESCRIPTION
 AY0431
 AY0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0431'IN SAN ANTONIO.
 AY0431'AT SAN ANTONIO, 0.5 MILE WEST ALONG CHAVANAUX ROAD FROM ITS JUNCTION
 AY0431'WITH U.S. HIGHWAY 281, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 AY0431'16 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2 FEET SOUTH OF
 AY0431'A FENCE, 23 FEET WEST OF A FENCE LEADING SOUTH, SET IN THE TOP OF A
 AY0431'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AY0431
 AY0431                          STATION RECOVERY (1989)
 AY0431
 AY0431'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0431'MARK NOT FOUND.
 AY0431
 AY0431                          STATION RECOVERY (1999)
 AY0431
 AY0431'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0660 ***********************************************************************
 AY0660  DESIGNATION -  N 466
 AY0660  PID         -  AY0660
 AY0660  STATE/COUNTY-  TX/BEXAR
 AY0660  USGS QUAD   -  MACDONA (1991)
 AY0660
 AY0660                         *CURRENT SURVEY CONTROL
 AY0660  ___________________________________________________________________
 AY0660* NAD 83(1986)-  29 22 09.     (N)    098 38 37.     (W)     SCALED    
 AY0660* NAVD 88     -       216.466  (meters)     710.19   (feet)  ADJUSTED  
 AY0660  ___________________________________________________________________
 AY0660  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AY0660  DYNAMIC HT  -         216.153 (meters)     709.16  (feet)  COMP
 AY0660  MODELED GRAV-     979,190.8   (mgal)                       NAVD 88
 AY0660
 AY0660  VERT ORDER  -  FIRST     CLASS II
 AY0660
 AY0660.The horizontal coordinates were scaled from a topographic map and have
 AY0660.an estimated accuracy of +/- 6 seconds.
 AY0660
 AY0660.The orthometric height was determined by differential leveling
 AY0660.and adjusted by the National Geodetic Survey in June 1991..
 AY0660
 AY0660.The geoid height was determined by GEOID03.
 AY0660
 AY0660.The dynamic height is computed by dividing the NAVD 88
 AY0660.geopotential number by the normal gravity value computed on the
 AY0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0660.degrees latitude (g = 980.6199 gals.).
 AY0660
 AY0660.The modeled gravity was interpolated from observed gravity values.
 AY0660
 AY0660;                    North         East    Units  Estimated Accuracy
 AY0660;SPC TXSC     - 4,170,260.      634,600.      MT  (+/- 180 meters Scaled)
 AY0660
 AY0660                          SUPERSEDED SURVEY CONTROL
 AY0660
 AY0660  NGVD 29 (??/??/92)  216.360  (m)          709.84   (f) ADJ UNCH    1 2
 AY0660
 AY0660.Superseded values are not recommended for survey control.
 AY0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0660.See file dsdata.txt to determine how the superseded data were derived.
 AY0660
 AY0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT345489(NAD 83)
 AY0660_MARKER: DB = BENCH MARK DISK
 AY0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0660_STAMPING: N 466 1952
 AY0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0660+STABILITY: SURFACE MOTION
 AY0660
 AY0660  HISTORY     - Date     Condition        Report By
 AY0660  HISTORY     - 1952     MONUMENTED       CGS
 AY0660  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0660  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0660
 AY0660                          STATION DESCRIPTION
 AY0660
 AY0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0660'IN SAN ANTONIO.
 AY0660'AT SAN ANTONIO, 1.85 MILES SOUTHEAST ALONG DWYER ROAD FROM ITS
 AY0660'JUNCTION WITH U.S. HIGHWAY 90, AT THE SOUTH CORNER OF A CULTIVATED
 AY0660'FIELD, 22 FEET NORTHEAST OF THE CENTER LINE OF DWYER ROAD, 1.5 FEET
 AY0660'NORTHWEST OF A FENCE LEADING NORTHEAST, 2 FEET SOUTHWEST OF A FENCE,
 AY0660'SET IN THE TOP OF A CONCRETE POST WHICH PROJECT 0.4 FOOT ABOVE THE
 AY0660'GROUND.
 AY0660
 AY0660                          STATION RECOVERY (1966)
 AY0660
 AY0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0660'MARK NOT FOUND.
 AY0660
 AY0660                          STATION RECOVERY (1999)
 AY0660
 AY0660'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0202 ***********************************************************************
 BP0202  DESIGNATION -  N 467
 BP0202  PID         -  BP0202
 BP0202  STATE/COUNTY-  TX/PECOS
 BP0202  USGS QUAD   -  EAST MESA (1970)
 BP0202
 BP0202                         *CURRENT SURVEY CONTROL
 BP0202  ___________________________________________________________________
 BP0202* NAD 83(1986)-  30 59 31.     (N)    102 43 03.     (W)     SCALED    
 BP0202* NAVD 88     -       817.165  (meters)    2680.98   (feet)  ADJUSTED  
 BP0202  ___________________________________________________________________
 BP0202  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 BP0202  DYNAMIC HT  -         815.958 (meters)    2677.02  (feet)  COMP
 BP0202  MODELED GRAV-     979,137.0   (mgal)                       NAVD 88
 BP0202
 BP0202  VERT ORDER  -  SECOND    CLASS 0
 BP0202
 BP0202.The horizontal coordinates were scaled from a topographic map and have
 BP0202.an estimated accuracy of +/- 6 seconds.
 BP0202
 BP0202.The orthometric height was determined by differential leveling
 BP0202.and adjusted by the National Geodetic Survey in June 1991..
 BP0202
 BP0202.The geoid height was determined by GEOID03.
 BP0202
 BP0202.The dynamic height is computed by dividing the NAVD 88
 BP0202.geopotential number by the normal gravity value computed on the
 BP0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0202.degrees latitude (g = 980.6199 gals.).
 BP0202
 BP0202.The modeled gravity was interpolated from observed gravity values.
 BP0202
 BP0202;                    North         East    Units  Estimated Accuracy
 BP0202;SPC TX C     - 3,149,350.      472,330.      MT  (+/- 180 meters Scaled)
 BP0202
 BP0202                          SUPERSEDED SURVEY CONTROL
 BP0202
 BP0202  NGVD 29 (??/??/92)  816.888  (m)         2680.07   (f) ADJ UNCH    2 0
 BP0202
 BP0202.Superseded values are not recommended for survey control.
 BP0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0202.See file dsdata.txt to determine how the superseded data were derived.
 BP0202
 BP0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ179309(NAD 83)
 BP0202_MARKER: DB = BENCH MARK DISK
 BP0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0202_STAMPING: N 467 1935 2680.073
 BP0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0202+STABILITY: SURFACE MOTION
 BP0202
 BP0202  HISTORY     - Date     Condition        Report By
 BP0202  HISTORY     - 1935     MONUMENTED       CGS
 BP0202  HISTORY     - 1958     GOOD             NGS
 BP0202
 BP0202                          STATION DESCRIPTION
 BP0202
 BP0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0202'11.7 MI NE FROM FORT STOCKTON.
 BP0202'ABOUT 11.7 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0202'FROM THE STATION AT FORT STOCKTON, 96 FEET SOUTHEAST OF AND ACROSS THE
 BP0202'TRACK FROM MILEPOST 870, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1
 BP0202'FOOT SOUTHEAST OF A FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 BP0202'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0232 ***********************************************************************
 BP0232  DESIGNATION -  N 468
 BP0232  PID         -  BP0232
 BP0232  STATE/COUNTY-  TX/BREWSTER
 BP0232  USGS QUAD   -  HOVEY SW (1980)
 BP0232
 BP0232                         *CURRENT SURVEY CONTROL
 BP0232  ___________________________________________________________________
 BP0232* NAD 83(1986)-  30 36 19.     (N)    103 23 43.     (W)     SCALED    
 BP0232* NAVD 88     -      1099.445  (meters)    3607.10   (feet)  ADJUSTED  
 BP0232  ___________________________________________________________________
 BP0232  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BP0232  DYNAMIC HT  -        1097.720 (meters)    3601.44  (feet)  COMP
 BP0232  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 BP0232
 BP0232  VERT ORDER  -  SECOND    CLASS 0
 BP0232
 BP0232.The horizontal coordinates were scaled from a topographic map and have
 BP0232.an estimated accuracy of +/- 6 seconds.
 BP0232
 BP0232.The orthometric height was determined by differential leveling
 BP0232.and adjusted by the National Geodetic Survey in June 1991..
 BP0232
 BP0232.The geoid height was determined by GEOID03.
 BP0232
 BP0232.The dynamic height is computed by dividing the NAVD 88
 BP0232.geopotential number by the normal gravity value computed on the
 BP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0232.degrees latitude (g = 980.6199 gals.).
 BP0232
 BP0232.The modeled gravity was interpolated from observed gravity values.
 BP0232
 BP0232;                    North         East    Units  Estimated Accuracy
 BP0232;SPC TXSC     - 4,315,150.      178,570.      MT  (+/- 180 meters Scaled)
 BP0232
 BP0232                          SUPERSEDED SURVEY CONTROL
 BP0232
 BP0232  NGVD 29 (??/??/92) 1099.060  (m)         3605.83   (f) ADJ UNCH    2 0
 BP0232
 BP0232.Superseded values are not recommended for survey control.
 BP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0232.See file dsdata.txt to determine how the superseded data were derived.
 BP0232
 BP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP538869(NAD 83)
 BP0232_MARKER: DB = BENCH MARK DISK
 BP0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0232_STAMPING: N 468 1935 3605.833
 BP0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0232+STABILITY: SURFACE MOTION
 BP0232
 BP0232  HISTORY     - Date     Condition        Report By
 BP0232  HISTORY     - 1935     MONUMENTED       CGS
 BP0232  HISTORY     - 1958     GOOD             NGS
 BP0232
 BP0232                          STATION DESCRIPTION
 BP0232
 BP0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0232'25.3 MI NE FROM ALPINE.
 BP0232'ABOUT 25.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0232'FROM THE STATION AT ALPINE, 24 1/2 FEET NORTH OF MILEPOST 919, ABOUT
 BP0232'0.5 MILE SOUTHWEST OF A TRESTLE, ABOUT 0.25 MILE SOUTHWEST OF A PIPE
 BP0232'CATTLE GUARD, 68 FEET NORTHWEST OF THE NORTHWEST RAIL, 27 FEET
 BP0232'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 1 1/2 FEET SOUTHEAST OF A
 BP0232'FENCE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 BP0232'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0450 ***********************************************************************
 BP0450  DESIGNATION -  N 469
 BP0450  PID         -  BP0450
 BP0450  STATE/COUNTY-  TX/JEFF DAVIS
 BP0450  USGS QUAD   -  FORT DAVIS (1972)
 BP0450
 BP0450                         *CURRENT SURVEY CONTROL
 BP0450  ___________________________________________________________________
 BP0450* NAD 83(1986)-  30 35 19.     (N)    103 53 43.     (W)     SCALED    
 BP0450* NAVD 88     -      1494.190  (meters)    4902.19   (feet)  ADJUSTED  
 BP0450  ___________________________________________________________________
 BP0450  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 BP0450  DYNAMIC HT  -        1491.746 (meters)    4894.17  (feet)  COMP
 BP0450  MODELED GRAV-     978,952.0   (mgal)                       NAVD 88
 BP0450  OBS GRAVITY -     978,956.1   (mgal)                       GRAV_OBS
 BP0450
 BP0450  VERT ORDER  -  FIRST     CLASS I
 BP0450
 BP0450.The horizontal coordinates were scaled from a topographic map and have
 BP0450.an estimated accuracy of +/- 6 seconds.
 BP0450
 BP0450.The orthometric height was determined by differential leveling
 BP0450.and adjusted by the National Geodetic Survey in June 1991..
 BP0450.WARNING-Repeat measurements at this control monument indicate possible
 BP0450.vertical movement.
 BP0450
 BP0450.The geoid height was determined by GEOID03.
 BP0450
 BP0450.The dynamic height is computed by dividing the NAVD 88
 BP0450.geopotential number by the normal gravity value computed on the
 BP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0450.degrees latitude (g = 980.6199 gals.).
 BP0450
 BP0450.The modeled gravity was interpolated from observed gravity values.
 BP0450.The observed gravity was obtained from relative gravimeter ties
 BP0450.to the IGSN71 gravity network.
 BP0450
 BP0450;                    North         East    Units  Estimated Accuracy
 BP0450;SPC TX C     - 3,107,670.      358,460.      MT  (+/- 180 meters Scaled)
 BP0450
 BP0450                          SUPERSEDED SURVEY CONTROL
 BP0450
 BP0450  NGVD 29 (??/??/92) 1493.642  (m)         4900.39   (f) ADJ UNCH    1 1
 BP0450
 BP0450.Superseded values are not recommended for survey control.
 BP0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0450.See file dsdata.txt to determine how the superseded data were derived.
 BP0450
 BP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP059845(NAD 83)
 BP0450_MARKER: DB = BENCH MARK DISK
 BP0450_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BP0450_SP_SET: CONCRETE SILL
 BP0450_STAMPING: N 469 1934 4900.610
 BP0450_MARK LOGO: CGS   
 BP0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 BP0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0450+STABILITY: SURFACE MOTION
 BP0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BP0450+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1994
 BP0450
 BP0450  HISTORY     - Date     Condition        Report By
 BP0450  HISTORY     - 1934     MONUMENTED       CGS
 BP0450  HISTORY     - 1958     GOOD             NGS
 BP0450  HISTORY     - 1977     GOOD             NGS
 BP0450  HISTORY     - 1983     GOOD             NGS
 BP0450  HISTORY     - 1988     GOOD             USPSQD
 BP0450  HISTORY     - 1989     GOOD             USPSQD
 BP0450  HISTORY     - 19940918 GOOD             NGS
 BP0450  HISTORY     - 19961007 GOOD             USPSQD
 BP0450  HISTORY     - 20030322 GOOD             USPSQD
 BP0450
 BP0450                          STATION DESCRIPTION
 BP0450
 BP0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0450'IN FORT DAVIS.
 BP0450'AT THE EAST ENTRANCE TO THE JEFF DAVIS COUNTY COURTHOUSE AT FORT
 BP0450'DAVIS, IN THE NORTH END OF THE CONCRETE DOOR SILL WHICH IS ALSO THE
 BP0450'FLOOR OF THE COURTHOUSE, FLUSH AGAINST THE NORTH WOODEN DOOR FRAME,
 BP0450'AND ABOUT 4 1/2 FEET ABOVE THE GROUND.
 BP0450
 BP0450                          STATION RECOVERY (1977)
 BP0450
 BP0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0450'AT THE EAST ENTRANCE TO THE JEFF DAVIS COUNTY COURTHOUSE AT
 BP0450'FORT DAVIS, IN TOP OF THE NORTH END OF THE CONCRETE DOOR SILL
 BP0450'WHICH IS ALSO THE FLOOR OF THE COURTHOUSE, HALF OF THE DISK IS
 BP0450'COVERED BY A NEW DOOR FRAME, 4 FEET ABOVE THE GROUND.
 BP0450
 BP0450                          STATION RECOVERY (1983)
 BP0450
 BP0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BP0450'RECOVERED IN GOOD CONDITION UNDER THE NORTH ONE OF THE DOUBLE DOORS.
 BP0450
 BP0450                          STATION RECOVERY (1988)
 BP0450
 BP0450'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0450'RECOVERED IN GOOD CONDITION.
 BP0450
 BP0450                          STATION RECOVERY (1989)
 BP0450
 BP0450'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0450'RECOVERED IN GOOD CONDITION.
 BP0450
 BP0450                          STATION RECOVERY (1994)
 BP0450
 BP0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 BP0450'OTHER ALIASES INCLUDE GSS 119S06, DOD 5859-4 AND NN 658. STATION IS IN
 BP0450'DOWNTOWN FORT DAVIS, TEXAS, AT THE JEFF DAVIS COUNTY COURT HOUSE.  TO
 BP0450'ACCESS FROM THE NORTHERN INTERSECTION OF ROUTES TX 17 AND TX 118, GO
 BP0450'SOUTH ON TX 17/118 FOR 1.3 MI (2.1 KM) TO COURT HOUSE AND STATION ON
 BP0450'RIGHT.  THIS IS 0.1 MI (0.2 KM) NORTH OF SOUTHERN INTERSECTION OF TX
 BP0450'17 AND TX 118.  STATION IS AT EAST ENTRANCE TO COURT HOUSE, 37.8 M
 BP0450'(124.0 FT) WEST OF CENTER OF TX 17 AND TX 118, 53 M (173.9 FT) NORTH
 BP0450'OF CENTER OF WOODWARD AVENUE (DIRT) , AT NORTH END OF CONCRETE SILL,
 BP0450'WHICH IS ALSO THE FLOOR OF COURT HOUSE, FLUSH AGAINST THE NORTH WOODEN
 BP0450'DOOR FRAME, UNDER THE NORTH END OF NORTH ONE OF THE DOUBLE DOORS AND
 BP0450'ABOUT 1.4 M (4.6 FT) ABOVE GROUND LEVEL.
 BP0450
 BP0450                          STATION RECOVERY (1996)
 BP0450
 BP0450'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0450'RECOVERED IN GOOD CONDITION.
 BP0450
 BP0450                          STATION RECOVERY (2003)
 BP0450
 BP0450'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0479 ***********************************************************************
 AH0479  DESIGNATION -  N 47
 AH0479  PID         -  AH0479
 AH0479  STATE/COUNTY-  TX/KLEBERG
 AH0479  USGS QUAD   -  RIVIERA (1979)
 AH0479
 AH0479                         *CURRENT SURVEY CONTROL
 AH0479  ___________________________________________________________________
 AH0479* NAD 83(1986)-  27 20 30.     (N)    097 49 40.     (W)     SCALED    
 AH0479* NAVD 88     -        12.905  (meters)      42.34   (feet)  POSTED    
 AH0479  ___________________________________________________________________
 AH0479  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH0479  DYNAMIC HT  -          12.880 (meters)      42.26  (feet)  COMP
 AH0479  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 AH0479
 AH0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AH0479
 AH0479.The horizontal coordinates were scaled from a topographic map and have
 AH0479.an estimated accuracy of +/- 6 seconds.
 AH0479
 AH0479.The orthometric height was determined by differential leveling
 AH0479.and adjusted by the National Geodetic Survey in 1992..
 AH0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AH0479.rate of 0.0 thru 1.0 mm/km.
 AH0479
 AH0479.The geoid height was determined by GEOID03.
 AH0479
 AH0479.The dynamic height is computed by dividing the NAVD 88
 AH0479.geopotential number by the normal gravity value computed on the
 AH0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0479.degrees latitude (g = 980.6199 gals.).
 AH0479
 AH0479.The modeled gravity was interpolated from observed gravity values.
 AH0479
 AH0479;                    North         East    Units  Estimated Accuracy
 AH0479;SPC TX S     - 5,185,750.      366,510.      MT  (+/- 180 meters Scaled)
 AH0479
 AH0479                          SUPERSEDED SURVEY CONTROL
 AH0479
 AH0479.No superseded survey control is available for this station.
 AH0479
 AH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR159248(NAD 83)
 AH0479_MARKER: DB = BENCH MARK DISK
 AH0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0479_STAMPING: N 47 1917 ELEV 42.723 FT
 AH0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0479+STABILITY: SURFACE MOTION
 AH0479
 AH0479  HISTORY     - Date     Condition        Report By
 AH0479  HISTORY     - 1917     MONUMENTED       CGS
 AH0479  HISTORY     - 1951     MARK NOT FOUND   NGS
 AH0479
 AH0479                          STATION DESCRIPTION
 AH0479
 AH0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0479'3.0 MI N FROM RIVIERA.
 AH0479'ABOUT 3 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0479'RAILWAY FROM THE STATION AT RIVIERA, KLEBERG COUNTY, ABOUT 65 FEET
 AH0479'NORTH OF MILEPOST 106, AND IN LINE WITH A ROW OF POLES WEST OF THE
 AH0479'TRACK.  A STANDARD DISK, STAMPED ELEV. 42.723 FT. N 47 1917 AND SET IN
 AH0479'THE TOP OF A CONCRETE POST.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0423 ***********************************************************************
 CC0423  DESIGNATION -  N 470
 CC0423  PID         -  CC0423
 CC0423  STATE/COUNTY-  TX/REEVES
 CC0423  USGS QUAD   -  VERHALEN SOUTH (1970)
 CC0423
 CC0423                         *CURRENT SURVEY CONTROL
 CC0423  ___________________________________________________________________
 CC0423* NAD 83(1986)-  31 06 50.     (N)    103 35 50.     (W)     SCALED    
 CC0423* NAVD 88     -       860.821  (meters)    2824.21   (feet)  POSTED    
 CC0423  ___________________________________________________________________
 CC0423  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CC0423  DYNAMIC HT  -         859.550 (meters)    2820.04  (feet)  COMP
 CC0423  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 CC0423
 CC0423  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0423
 CC0423.The horizontal coordinates were scaled from a topographic map and have
 CC0423.an estimated accuracy of +/- 6 seconds.
 CC0423
 CC0423.The orthometric height was determined by differential leveling
 CC0423.and adjusted by the National Geodetic Survey in 1992..
 CC0423.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0423.rate of 4.1 thru 8.0 mm/km.
 CC0423
 CC0423.The geoid height was determined by GEOID03.
 CC0423
 CC0423.The dynamic height is computed by dividing the NAVD 88
 CC0423.geopotential number by the normal gravity value computed on the
 CC0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0423.degrees latitude (g = 980.6199 gals.).
 CC0423
 CC0423.The modeled gravity was interpolated from observed gravity values.
 CC0423
 CC0423;                    North         East    Units  Estimated Accuracy
 CC0423;SPC TX C     - 3,165,000.      388,740.      MT  (+/- 180 meters Scaled)
 CC0423
 CC0423                          SUPERSEDED SURVEY CONTROL
 CC0423
 CC0423  NGVD 29 (??/??/92)  860.612  (m)         2823.52   (f) ADJ UNCH    2 0
 CC0423
 CC0423.Superseded values are not recommended for survey control.
 CC0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0423.See file dsdata.txt to determine how the superseded data were derived.
 CC0423
 CC0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ337430(NAD 83)
 CC0423_MARKER: DB = BENCH MARK DISK
 CC0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0423_STAMPING: N 470 1934 2823.807
 CC0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0423+STABILITY: SURFACE MOTION
 CC0423
 CC0423  HISTORY     - Date     Condition        Report By
 CC0423  HISTORY     - 1934     MONUMENTED       CGS
 CC0423  HISTORY     - 1958     GOOD             NGS
 CC0423
 CC0423                          STATION DESCRIPTION
 CC0423
 CC0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0423'6.35 MI NE FROM SARAGOSA.
 CC0423'ABOUT 6.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILWAY
 CC0423'FROM THE STATION AT SARAGOSA, 4 FEET NORTH OF MILEPOST 23, 45 FEET
 CC0423'EAST OF THE EAST RAIL, 53 FEET WEST OF THE CENTER LINE OF STATE
 CC0423'HIGHWAY 17, 0.15 MILE SOUTH OF A ROAD CROSSING AND A SMALL CONCRETE
 CC0423'BLOCK DWELLING HOUSE ON THE EAST SIDE OF THE HIGHWAY, IN LINE WITH A
 CC0423'ROW OF TELEPHONE POLES, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 CC0423'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES, AND ABOUT LEVEL
 CC0423'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0007 ***********************************************************************
 DP0007  DESIGNATION -  N 471
 DP0007  PID         -  DP0007
 DP0007  STATE/COUNTY-  TX/KING
 DP0007  USGS QUAD   -  DARK CANYON (1967)
 DP0007
 DP0007                         *CURRENT SURVEY CONTROL
 DP0007  ___________________________________________________________________
 DP0007* NAD 83(1986)-  33 34 17.     (N)    100 13 13.     (W)     SCALED    
 DP0007* NAVD 88     -       549.527  (meters)    1802.91   (feet)  ADJUSTED  
 DP0007  ___________________________________________________________________
 DP0007  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DP0007  DYNAMIC HT  -         548.877 (meters)    1800.77  (feet)  COMP
 DP0007  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 DP0007
 DP0007  VERT ORDER  -  SECOND    CLASS 0
 DP0007
 DP0007.The horizontal coordinates were scaled from a topographic map and have
 DP0007.an estimated accuracy of +/- 6 seconds.
 DP0007
 DP0007.The orthometric height was determined by differential leveling
 DP0007.and adjusted by the National Geodetic Survey in June 1991..
 DP0007
 DP0007.The geoid height was determined by GEOID03.
 DP0007
 DP0007.The dynamic height is computed by dividing the NAVD 88
 DP0007.geopotential number by the normal gravity value computed on the
 DP0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0007.degrees latitude (g = 980.6199 gals.).
 DP0007
 DP0007.The modeled gravity was interpolated from observed gravity values.
 DP0007
 DP0007;                    North         East    Units  Estimated Accuracy
 DP0007;SPC TXNC     - 2,212,530.      440,300.      MT  (+/- 180 meters Scaled)
 DP0007
 DP0007                          SUPERSEDED SURVEY CONTROL
 DP0007
 DP0007  NGVD 29 (??/??/92)  549.345  (m)         1802.31   (f) ADJ UNCH    2 0
 DP0007
 DP0007.Superseded values are not recommended for survey control.
 DP0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0007.See file dsdata.txt to determine how the superseded data were derived.
 DP0007
 DP0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC867153(NAD 83)
 DP0007_MARKER: DB = BENCH MARK DISK
 DP0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0007_STAMPING: N 471 1958
 DP0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0007+STABILITY: SURFACE MOTION
 DP0007
 DP0007  HISTORY     - Date     Condition        Report By
 DP0007  HISTORY     - 1958     MONUMENTED       CGS
 DP0007  HISTORY     - 1958     GOOD             NGS
 DP0007
 DP0007                          STATION DESCRIPTION
 DP0007
 DP0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0007'7.4 MI E FROM GUTHRIE.
 DP0007'ON THE NORTH SIDE OF THE OLD ABANDONED HIGHWAY WHICH IS SOUTH OF THE
 DP0007'PRESENT HIGHWAY.  IT IS ABOUT 0.1 MILE WEST AND 0.1 MILE SOUTH OF A
 DP0007'CULVERT ON PRESENT HIGHWAY.  7.4 MILES EAST ALONG U.S. HIGHWAY 82 FROM
 DP0007'GUTHRIE, KING COUNTY, 29 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DP0007'AND 1 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0254 ***********************************************************************
 DP0254  DESIGNATION -  N 473
 DP0254  PID         -  DP0254
 DP0254  STATE/COUNTY-  TX/CROSBY
 DP0254  USGS QUAD   -  RALLS NE (1979)
 DP0254
 DP0254                         *CURRENT SURVEY CONTROL
 DP0254  ___________________________________________________________________
 DP0254* NAD 83(1986)-  33 40 27.     (N)    101 15 23.     (W)     SCALED    
 DP0254* NAVD 88     -       925.856  (meters)    3037.58   (feet)  ADJUSTED  
 DP0254  ___________________________________________________________________
 DP0254  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DP0254  DYNAMIC HT  -         924.681 (meters)    3033.72  (feet)  COMP
 DP0254  MODELED GRAV-     979,335.9   (mgal)                       NAVD 88
 DP0254
 DP0254  VERT ORDER  -  SECOND    CLASS 0
 DP0254
 DP0254.The horizontal coordinates were scaled from a topographic map and have
 DP0254.an estimated accuracy of +/- 6 seconds.
 DP0254
 DP0254.The orthometric height was determined by differential leveling
 DP0254.and adjusted by the National Geodetic Survey in June 1991..
 DP0254
 DP0254.The geoid height was determined by GEOID03.
 DP0254
 DP0254.The dynamic height is computed by dividing the NAVD 88
 DP0254.geopotential number by the normal gravity value computed on the
 DP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0254.degrees latitude (g = 980.6199 gals.).
 DP0254
 DP0254.The modeled gravity was interpolated from observed gravity values.
 DP0254
 DP0254;                    North         East    Units  Estimated Accuracy
 DP0254;SPC TXNC     - 2,225,970.      344,430.      MT  (+/- 180 meters Scaled)
 DP0254
 DP0254                          SUPERSEDED SURVEY CONTROL
 DP0254
 DP0254  NGVD 29 (??/??/92)  925.513  (m)         3036.45   (f) ADJ UNCH    2 0
 DP0254
 DP0254.Superseded values are not recommended for survey control.
 DP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0254.See file dsdata.txt to determine how the superseded data were derived.
 DP0254
 DP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC908283(NAD 83)
 DP0254_MARKER: DB = BENCH MARK DISK
 DP0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0254_STAMPING: N 473 1934
 DP0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0254+STABILITY: SURFACE MOTION
 DP0254
 DP0254  HISTORY     - Date     Condition        Report By
 DP0254  HISTORY     - 1934     MONUMENTED       CGS
 DP0254  HISTORY     - 1966     GOOD             USGS
 DP0254
 DP0254                          STATION DESCRIPTION
 DP0254
 DP0254'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DP0254'2.1 MI W FROM CROSBYTON.
 DP0254'2.1 MILES W. ALONG THE SANTA FE RAILROAD FROM THE STATION AT
 DP0254'CROSBYTON, CROSBY COUNTY, 62 FT. E. AND 36 FT. S. OF MILE POST 36, 48
 DP0254'FT. S. OF CENTERLINE OF THE TRACK, 25 FT. N. OF THE CENTERLINE OF THE
 DP0254'RD.  A STANDARD DISK, STAMPED N 473 1934 AND SET IN THE TOP OF A
 DP0254'CONCRETE POST, PROJECTING 1.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0093 ***********************************************************************
 DP0093  DESIGNATION -  N 474
 DP0093  PID         -  DP0093
 DP0093  STATE/COUNTY-  TX/KENT
 DP0093  USGS QUAD   -  T-O CREEK (1969)
 DP0093
 DP0093                         *CURRENT SURVEY CONTROL
 DP0093  ___________________________________________________________________
 DP0093* NAD 83(1986)-  33 09 31.     (N)    100 56 28.     (W)     SCALED    
 DP0093* NAVD 88     -       701.445  (meters)    2301.32   (feet)  ADJUSTED  
 DP0093  ___________________________________________________________________
 DP0093  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DP0093  DYNAMIC HT  -         700.574 (meters)    2298.47  (feet)  COMP
 DP0093  MODELED GRAV-     979,372.7   (mgal)                       NAVD 88
 DP0093
 DP0093  VERT ORDER  -  SECOND    CLASS 0
 DP0093
 DP0093.The horizontal coordinates were scaled from a topographic map and have
 DP0093.an estimated accuracy of +/- 6 seconds.
 DP0093
 DP0093.The orthometric height was determined by differential leveling
 DP0093.and adjusted by the National Geodetic Survey in June 1991..
 DP0093
 DP0093.The geoid height was determined by GEOID03.
 DP0093
 DP0093.The dynamic height is computed by dividing the NAVD 88
 DP0093.geopotential number by the normal gravity value computed on the
 DP0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0093.degrees latitude (g = 980.6199 gals.).
 DP0093
 DP0093.The modeled gravity was interpolated from observed gravity values.
 DP0093
 DP0093;                    North         East    Units  Estimated Accuracy
 DP0093;SPC TXNC     - 2,168,090.      372,330.      MT  (+/- 180 meters Scaled)
 DP0093
 DP0093                          SUPERSEDED SURVEY CONTROL
 DP0093
 DP0093  NGVD 29 (??/??/92)  701.151  (m)         2300.36   (f) ADJ UNCH    2 0
 DP0093
 DP0093.Superseded values are not recommended for survey control.
 DP0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0093.See file dsdata.txt to determine how the superseded data were derived.
 DP0093
 DP0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB189705(NAD 83)
 DP0093_MARKER: DB = BENCH MARK DISK
 DP0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0093_STAMPING: N 474 1935
 DP0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0093+STABILITY: SURFACE MOTION
 DP0093
 DP0093  HISTORY     - Date     Condition        Report By
 DP0093  HISTORY     - 1935     MONUMENTED       USGS
 DP0093  HISTORY     - 1968     GOOD             USGS
 DP0093
 DP0093                          STATION DESCRIPTION
 DP0093
 DP0093'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0093'13.0 MI W FROM CLAIREMONT.
 DP0093'13.0 MILES WEST ALONG U. S. HIGHWAY 380 FROM CLAIREMONT, KENT COUNTY.
 DP0093'161 FEET SOUTH OF THE HIGHWAY.  ON THE SOUTH EDGE OF THE OLD ROAD.
 DP0093'ABOUT 400 FEET WEST OF THE EAST END OF A CURVE IN THE NEW HIGHWAY.  A
 DP0093'BRONZE DISK SET IN A CONCRETE POST AND PROJECTING 0.6 FEET ABOVE THE
 DP0093'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0209 ***********************************************************************
 CU0209  DESIGNATION -  N 476 RESET 1951
 CU0209  PID         -  CU0209
 CU0209  STATE/COUNTY-  TX/COKE
 CU0209  USGS QUAD   -  BLACKWELL (1987)
 CU0209
 CU0209                         *CURRENT SURVEY CONTROL
 CU0209  ___________________________________________________________________
 CU0209* NAD 83(1986)-  32 02 05.     (N)    100 17 19.     (W)     SCALED    
 CU0209* NAVD 88     -       612.89   (meters)    2010.8    (feet)  RESET     
 CU0209  ___________________________________________________________________
 CU0209  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CU0209
 CU0209  VERT ORDER  -  THIRD
 CU0209
 CU0209.The horizontal coordinates were scaled from a topographic map and have
 CU0209.an estimated accuracy of +/- 6 seconds.
 CU0209
 CU0209.The orthometric height was computed from unverified reset data.
 CU0209
 CU0209.The geoid height was determined by GEOID03.
 CU0209
 CU0209;                    North         East    Units  Estimated Accuracy
 CU0209;SPC TX C     - 3,262,530.      704,230.      MT  (+/- 180 meters Scaled)
 CU0209
 CU0209                          SUPERSEDED SURVEY CONTROL
 CU0209
 CU0209.No superseded survey control is available for this station.
 CU0209
 CU0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA783450(NAD 83)
 CU0209_MARKER: DB = BENCH MARK DISK
 CU0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0209_SP_SET: BRIDGE
 CU0209_STAMPING: N 476 RESET 1951
 CU0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0209
 CU0209  HISTORY     - Date     Condition        Report By
 CU0209  HISTORY     - 1951     MONUMENTED       ATSFRR
 CU0209  HISTORY     - 1952     GOOD             ATSFRR
 CU0209
 CU0209                          STATION DESCRIPTION
 CU0209
 CU0209'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1952
 CU0209'2.5 MI N FROM FT CHADBOURNE.
 CU0209'2.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0209'STATION AT FORT CHADBOURNE, COKE COUNTY, AT MILEPOST 675, AT BRIDGE
 CU0209'674-C, AND IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL.  A
 CU0209'STANDARD DISK, STAMPED N 476 RESET 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0609 ***********************************************************************
 CA0609  DESIGNATION -  N 477
 CA0609  PID         -  CA0609
 CA0609  STATE/COUNTY-  TX/CONCHO
 CA0609  USGS QUAD   -  MILLERSVIEW NW (1987)
 CA0609
 CA0609                         *CURRENT SURVEY CONTROL
 CA0609  ___________________________________________________________________
 CA0609* NAD 83(1986)-  31 26 53.     (N)    099 54 11.     (W)     SCALED    
 CA0609* NAVD 88     -       533.352  (meters)    1749.84   (feet)  ADJUSTED  
 CA0609  ___________________________________________________________________
 CA0609  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CA0609  DYNAMIC HT  -         532.627 (meters)    1747.46  (feet)  COMP
 CA0609  MODELED GRAV-     979,263.4   (mgal)                       NAVD 88
 CA0609
 CA0609  VERT ORDER  -  SECOND    CLASS 0
 CA0609
 CA0609.The horizontal coordinates were scaled from a topographic map and have
 CA0609.an estimated accuracy of +/- 6 seconds.
 CA0609
 CA0609.The orthometric height was determined by differential leveling
 CA0609.and adjusted by the National Geodetic Survey in June 1991..
 CA0609
 CA0609.The geoid height was determined by GEOID03.
 CA0609
 CA0609.The dynamic height is computed by dividing the NAVD 88
 CA0609.geopotential number by the normal gravity value computed on the
 CA0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0609.degrees latitude (g = 980.6199 gals.).
 CA0609
 CA0609.The modeled gravity was interpolated from observed gravity values.
 CA0609
 CA0609;                    North         East    Units  Estimated Accuracy
 CA0609;SPC TX C     - 3,197,560.      740,900.      MT  (+/- 180 meters Scaled)
 CA0609
 CA0609                          SUPERSEDED SURVEY CONTROL
 CA0609
 CA0609  NGVD 29 (??/??/92)  533.234  (m)         1749.45   (f) ADJ UNCH    2 0
 CA0609
 CA0609.Superseded values are not recommended for survey control.
 CA0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0609.See file dsdata.txt to determine how the superseded data were derived.
 CA0609
 CA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV141796(NAD 83)
 CA0609_MARKER: DB = BENCH MARK DISK
 CA0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0609_SP_SET: ABUTMENT
 CA0609_STAMPING: N 477 1935
 CA0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0609
 CA0609  HISTORY     - Date     Condition        Report By
 CA0609  HISTORY     - 1935     MONUMENTED       CGS
 CA0609  HISTORY     - 1940     GOOD             NGS
 CA0609  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0609
 CA0609                          STATION DESCRIPTION
 CA0609
 CA0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0609'4.3 MI S FROM PAINT ROCK.
 CA0609'4.3 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COUNTY COURTHOUSE AT
 CA0609'PAINT ROCK, AT A 3-BY 8-FOOT CONCRETE CULVERT, IN THE TOP OF THE NORTH
 CA0609'END OF THE WEST ABUTMENT, AND 16 FEET WEST OF THE CENTERLINE OF THE
 CA0609'HIGHWAY.  A STANDARD DISK, STAMPED N 477 1935.
 CA0609
 CA0609                          STATION RECOVERY (1999)
 CA0609
 CA0609'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0301 ***********************************************************************
 CS0301  DESIGNATION -  N 478
 CS0301  PID         -  CS0301
 CS0301  STATE/COUNTY-  TX/KAUFMAN
 CS0301  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0301
 CS0301                         *CURRENT SURVEY CONTROL
 CS0301  ___________________________________________________________________
 CS0301* NAD 83(1986)-  32 43 09.     (N)    096 16 28.     (W)     SCALED    
 CS0301* NAVD 88     -       146.368  (meters)     480.21   (feet)  ADJUSTED  
 CS0301  ___________________________________________________________________
 CS0301  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0301  DYNAMIC HT  -         146.206 (meters)     479.68  (feet)  COMP
 CS0301  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 CS0301
 CS0301  VERT ORDER  -  SECOND    CLASS 0
 CS0301
 CS0301.The horizontal coordinates were scaled from a topographic map and have
 CS0301.an estimated accuracy of +/- 6 seconds.
 CS0301
 CS0301.The orthometric height was determined by differential leveling
 CS0301.and adjusted by the National Geodetic Survey in June 1991..
 CS0301
 CS0301.The geoid height was determined by GEOID03.
 CS0301
 CS0301.The dynamic height is computed by dividing the NAVD 88
 CS0301.geopotential number by the normal gravity value computed on the
 CS0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0301.degrees latitude (g = 980.6199 gals.).
 CS0301
 CS0301.The modeled gravity was interpolated from observed gravity values.
 CS0301
 CS0301;                    North         East    Units  Estimated Accuracy
 CS0301;SPC TXNC     - 2,118,920.      808,600.      MT  (+/- 180 meters Scaled)
 CS0301
 CS0301                          SUPERSEDED SURVEY CONTROL
 CS0301
 CS0301  NGVD 29 (??/??/92)  146.377  (m)          480.24   (f) ADJ UNCH    2 0
 CS0301
 CS0301.Superseded values are not recommended for survey control.
 CS0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0301.See file dsdata.txt to determine how the superseded data were derived.
 CS0301
 CS0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB554234(NAD 83)
 CS0301_MARKER: DB = BENCH MARK DISK
 CS0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0301_STAMPING: N 478 1948
 CS0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0301+STABILITY: SURFACE MOTION
 CS0301
 CS0301  HISTORY     - Date     Condition        Report By
 CS0301  HISTORY     - 1948     MONUMENTED       CGS
 CS0301
 CS0301                          STATION DESCRIPTION
 CS0301
 CS0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0301'1.0 MI S FROM TERRELL.
 CS0301'1.0 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE UNION
 CS0301'STATION AT TERRELL, AT THE KAUFMAN COUNTY AIRPORT, 106 YARDS (PACED)
 CS0301'EAST OF THE TRACK, 159 YARDS (PACED) SOUTH SOUTHWEST OF THE OPERATIONS
 CS0301'BUILDING, 25.8 FEET EAST OF THE EAST WALL OF THE MAIN HANGAR (THE MOST
 CS0301'WESTERLY HANGAR AT THE AIRPORT), 42.0 FEET WEST OF THE WEST EDGE OF
 CS0301'THE CONCRETE APRON ALONG THE EAST SIDE OF THE HANGER, 7.2 FEET SOUTH
 CS0301'OF THE SOUTH EDGE OF THE CONCRETE APRON ALONG THE NORTH END OF THE
 CS0301'HANGAR, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 CS0301'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0288 ***********************************************************************
 CS0288  DESIGNATION -  N 479
 CS0288  PID         -  CS0288
 CS0288  STATE/COUNTY-  TX/KAUFMAN
 CS0288  USGS QUAD   -  OLA (1981)
 CS0288
 CS0288                         *CURRENT SURVEY CONTROL
 CS0288  ___________________________________________________________________
 CS0288* NAD 83(1986)-  32 34 22.     (N)    096 09 38.     (W)     SCALED    
 CS0288* NAVD 88     -       143.820  (meters)     471.85   (feet)  ADJUSTED  
 CS0288  ___________________________________________________________________
 CS0288  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0288  DYNAMIC HT  -         143.658 (meters)     471.32  (feet)  COMP
 CS0288  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 CS0288
 CS0288  VERT ORDER  -  SECOND    CLASS 0
 CS0288
 CS0288.The horizontal coordinates were scaled from a topographic map and have
 CS0288.an estimated accuracy of +/- 6 seconds.
 CS0288
 CS0288.The orthometric height was determined by differential leveling
 CS0288.and adjusted by the National Geodetic Survey in June 1991..
 CS0288
 CS0288.The geoid height was determined by GEOID03.
 CS0288
 CS0288.The dynamic height is computed by dividing the NAVD 88
 CS0288.geopotential number by the normal gravity value computed on the
 CS0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0288.degrees latitude (g = 980.6199 gals.).
 CS0288
 CS0288.The modeled gravity was interpolated from observed gravity values.
 CS0288
 CS0288;                    North         East    Units  Estimated Accuracy
 CS0288;SPC TXNC     - 2,102,930.      819,640.      MT  (+/- 180 meters Scaled)
 CS0288
 CS0288                          SUPERSEDED SURVEY CONTROL
 CS0288
 CS0288  NGVD 29 (??/??/92)  143.829  (m)          471.88   (f) ADJ UNCH    2 0
 CS0288
 CS0288.Superseded values are not recommended for survey control.
 CS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0288.See file dsdata.txt to determine how the superseded data were derived.
 CS0288
 CS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB665074(NAD 83)
 CS0288_MARKER: DB = BENCH MARK DISK
 CS0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0288_STAMPING: N 479 1948
 CS0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0288+STABILITY: SURFACE MOTION
 CS0288
 CS0288  HISTORY     - Date     Condition        Report By
 CS0288  HISTORY     - 1948     MONUMENTED       CGS
 CS0288
 CS0288                          STATION DESCRIPTION
 CS0288
 CS0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0288'0.85 MI E FROM OLA.
 CS0288'0.85 MILE EAST ALONG STATE HIGHWAY 243 FROM THE CHURCH OF CHRIST AT
 CS0288'OLA, 110.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 60.5
 CS0288'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 42.0 FEET WEST OF A
 CS0288'FENCE CORNER, 3.4 FEET WEST OF A POWER POLE, 2.0 FEET EAST OF A
 CS0288'REFERENCE POST, 1.6 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A
 CS0288'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0281 ***********************************************************************
 CS0281  DESIGNATION -  N 480
 CS0281  PID         -  CS0281
 CS0281  STATE/COUNTY-  TX/KAUFMAN
 CS0281  USGS QUAD   -  KAUFMAN (1963)
 CS0281
 CS0281                         *CURRENT SURVEY CONTROL
 CS0281  ___________________________________________________________________
 CS0281* NAD 83(1986)-  32 35 04.     (N)    096 16 39.     (W)     SCALED    
 CS0281* NAVD 88     -       138.089  (meters)     453.05   (feet)  ADJUSTED  
 CS0281  ___________________________________________________________________
 CS0281  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0281  DYNAMIC HT  -         137.935 (meters)     452.54  (feet)  COMP
 CS0281  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 CS0281
 CS0281  VERT ORDER  -  SECOND    CLASS 0
 CS0281
 CS0281.The horizontal coordinates were scaled from a topographic map and have
 CS0281.an estimated accuracy of +/- 6 seconds.
 CS0281
 CS0281.The orthometric height was determined by differential leveling
 CS0281.and adjusted by the National Geodetic Survey in June 1991..
 CS0281
 CS0281.The geoid height was determined by GEOID03.
 CS0281
 CS0281.The dynamic height is computed by dividing the NAVD 88
 CS0281.geopotential number by the normal gravity value computed on the
 CS0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0281.degrees latitude (g = 980.6199 gals.).
 CS0281
 CS0281.The modeled gravity was interpolated from observed gravity values.
 CS0281
 CS0281;                    North         East    Units  Estimated Accuracy
 CS0281;SPC TXNC     - 2,103,980.      808,630.      MT  (+/- 180 meters Scaled)
 CS0281
 CS0281                          SUPERSEDED SURVEY CONTROL
 CS0281
 CS0281  NGVD 29 (??/??/92)  138.096  (m)          453.07   (f) ADJ UNCH    2 0
 CS0281
 CS0281.Superseded values are not recommended for survey control.
 CS0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0281.See file dsdata.txt to determine how the superseded data were derived.
 CS0281
 CS0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB555084(NAD 83)
 CS0281_MARKER: DB = BENCH MARK DISK
 CS0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0281_STAMPING: N 480 1948
 CS0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0281+STABILITY: SURFACE MOTION
 CS0281
 CS0281  HISTORY     - Date     Condition        Report By
 CS0281  HISTORY     - 1948     MONUMENTED       CGS
 CS0281
 CS0281                          STATION DESCRIPTION
 CS0281
 CS0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0281'1.15 MI E FROM KAUFMAN.
 CS0281'1.15 MILES EAST ALONG STATE HIGHWAY 243 FROM THE JUNCTION WITH STATE
 CS0281'HIGHWAY 34 AT THE NORTHEAST EDGE OF KAUFMAN, 104.1 FEET WEST OF THE
 CS0281'NORTHWEST CORNER OF THE LEE GRIMES RESIDENCE, 104.0 FEET EAST OF THE
 CS0281'NORTHEAST END OF THE DAM OF A SMALL WATER RESERVOIR, 79.0 FEET SOUTH
 CS0281'OF THE CENTER LINE OF THE HIGHWAY, 58.5 FEET NORTHWEST OF THE
 CS0281'NORTHWEST CORNER OF A SMALL BRICK (COVERED WITH CONCRETE) PUMPHOUSE,
 CS0281'2.0 FEET NORTH OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE POST
 CS0281'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1036 ***********************************************************************
 AY1036  DESIGNATION -  N 481
 AY1036  PID         -  AY1036
 AY1036  STATE/COUNTY-  TX/BEXAR
 AY1036  USGS QUAD   -  HELOTES (1992)
 AY1036
 AY1036                         *CURRENT SURVEY CONTROL
 AY1036  ___________________________________________________________________
 AY1036* NAD 83(1986)-  29 36 31.     (N)    098 42 48.     (W)     SCALED    
 AY1036* NAVD 88     -       348.948  (meters)    1144.84   (feet)  ADJUSTED  
 AY1036  ___________________________________________________________________
 AY1036  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AY1036  DYNAMIC HT  -         348.436 (meters)    1143.16  (feet)  COMP
 AY1036  MODELED GRAV-     979,165.9   (mgal)                       NAVD 88
 AY1036
 AY1036  VERT ORDER  -  SECOND    CLASS 0
 AY1036
 AY1036.The horizontal coordinates were scaled from a topographic map and have
 AY1036.an estimated accuracy of +/- 6 seconds.
 AY1036
 AY1036.The orthometric height was determined by differential leveling
 AY1036.and adjusted by the National Geodetic Survey in June 1991..
 AY1036
 AY1036.The geoid height was determined by GEOID03.
 AY1036
 AY1036.The dynamic height is computed by dividing the NAVD 88
 AY1036.geopotential number by the normal gravity value computed on the
 AY1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1036.degrees latitude (g = 980.6199 gals.).
 AY1036
 AY1036.The modeled gravity was interpolated from observed gravity values.
 AY1036
 AY1036;                    North         East    Units  Estimated Accuracy
 AY1036;SPC TXSC     - 4,196,780.      627,760.      MT  (+/- 180 meters Scaled)
 AY1036
 AY1036                          SUPERSEDED SURVEY CONTROL
 AY1036
 AY1036  NGVD 29 (??/??/92)  348.842  (m)         1144.49   (f) ADJ UNCH    2 0
 AY1036
 AY1036.Superseded values are not recommended for survey control.
 AY1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1036.See file dsdata.txt to determine how the superseded data were derived.
 AY1036
 AY1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT277754(NAD 83)
 AY1036_MARKER: DB = BENCH MARK DISK
 AY1036_SETTING: 66 = SET IN ROCK OUTCROP
 AY1036_SP_SET: ROCK OUTCROP
 AY1036_STAMPING: N-481 1935
 AY1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1036+STABILITY: POSITION/ELEVATION WELL
 AY1036
 AY1036  HISTORY     - Date     Condition        Report By
 AY1036  HISTORY     - 1935     MONUMENTED       CGS
 AY1036  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1036  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY1036
 AY1036                          STATION DESCRIPTION
 AY1036
 AY1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY1036'20.4 MI NW FROM SAN ANTONIO.
 AY1036'20.4 MI. N.W. OF COURTHOUSE, ALONG STATE HWY NO. 81 (.5 MI. N. OF LAS
 AY1036'REYS SCHOOLHOUSE) 2.7 MI NW OF HELOTES 95 FT. EAST OF THE CENTER LINE
 AY1036'OF THE HIGHWAY, 44 FT. SOUTH OF A T ANGLE IN THE W. FENCE, ABOUT 400
 AY1036'FT. EAST OF A SMALL BRICK RANCH HOUSE, 45 FT. EAST OF FENCE LINE,
 AY1036'ABOUT 25 FT. EAST OF A SMALL WASH.
 AY1036
 AY1036                          STATION RECOVERY (1953)
 AY1036
 AY1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1036'MARK NOT FOUND.
 AY1036
 AY1036                          STATION RECOVERY (1995)
 AY1036
 AY1036'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1347 ***********************************************************************
 AY1347  DESIGNATION -  N 482
 AY1347  PID         -  AY1347
 AY1347  STATE/COUNTY-  TX/UVALDE
 AY1347  USGS QUAD   -  SYCAMORE MOUNTAIN (1971)
 AY1347
 AY1347                         *CURRENT SURVEY CONTROL
 AY1347  ___________________________________________________________________
 AY1347* NAD 83(1986)-  29 27 28.     (N)    099 59 47.     (W)     SCALED    
 AY1347* NAVD 88     -       355.204  (meters)    1165.37   (feet)  POSTED    
 AY1347  ___________________________________________________________________
 AY1347  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AY1347  DYNAMIC HT  -         354.680 (meters)    1163.65  (feet)  COMP
 AY1347  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 AY1347
 AY1347  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1347
 AY1347.The horizontal coordinates were scaled from a topographic map and have
 AY1347.an estimated accuracy of +/- 6 seconds.
 AY1347
 AY1347.The orthometric height was determined by differential leveling
 AY1347.and adjusted by the National Geodetic Survey in 1992..
 AY1347.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1347.rate of 2.1 thru 3.0 mm/km.
 AY1347
 AY1347.The geoid height was determined by GEOID03.
 AY1347
 AY1347.The dynamic height is computed by dividing the NAVD 88
 AY1347.geopotential number by the normal gravity value computed on the
 AY1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1347.degrees latitude (g = 980.6199 gals.).
 AY1347
 AY1347.The modeled gravity was interpolated from observed gravity values.
 AY1347
 AY1347;                    North         East    Units  Estimated Accuracy
 AY1347;SPC TXSC     - 4,180,440.      503,360.      MT  (+/- 180 meters Scaled)
 AY1347
 AY1347                          SUPERSEDED SURVEY CONTROL
 AY1347
 AY1347  NGVD 29 (??/??/92)  355.094  (m)         1165.00   (f) ADJ UNCH    2 0
 AY1347
 AY1347.Superseded values are not recommended for survey control.
 AY1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1347.See file dsdata.txt to determine how the superseded data were derived.
 AY1347
 AY1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT033591(NAD 83)
 AY1347_MARKER: DB = BENCH MARK DISK
 AY1347_SETTING: 80 = SET IN A BOULDER
 AY1347_SP_SET: BOULDERS
 AY1347_STAMPING: N 482 1935
 AY1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1347+STABILITY: SURFACE MOTION
 AY1347
 AY1347  HISTORY     - Date     Condition        Report By
 AY1347  HISTORY     - 1935     MONUMENTED       CGS
 AY1347  HISTORY     - 1971     GOOD             USGS
 AY1347  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1347
 AY1347                          STATION DESCRIPTION
 AY1347
 AY1347'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1347'22.5 MI NW FROM UVALDE.
 AY1347'UVALDE, JCT. OF STATE HWY. 55 AND U.S. HWY. 83.  20.8 MILES NORTHWEST
 AY1347'OF ALONG STATE HWY. 55, THENCE 1.35 MILES NE ALONG PRIVATE ROAD ACROSS
 AY1347'MUCCES RIVER, THENCE ABOUT 0.35 MI. SE ALONG TRACK ROAD TO OLD
 AY1347'R.R.BED, CONTINUING ABOUT 0.55 MILES SE ALONG OLD R.R. BED TO STATION
 AY1347'ON THE RIGHT.  200 FT. N. AND 33.0 FT. W. OF OLD R.R. BED AND DRAIN
 AY1347'CROSSING.  IN THE TOP OF THE WEST ONE OF TWO BOULDERS AND ABOUT 4.0
 AY1347'FT. LOWER THAN OLD R.R. BED, A STANDARD DISK, STAMPED N. 482 1935.
 AY1347
 AY1347                          STATION RECOVERY (2004)
 AY1347
 AY1347'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1347'INACCESSIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0621 ***********************************************************************
 CR0621  DESIGNATION -  N 483
 CR0621  PID         -  CR0621
 CR0621  STATE/COUNTY-  TX/VAN ZANDT
 CR0621  USGS QUAD   -  STOCKARD (1984)
 CR0621
 CR0621                         *CURRENT SURVEY CONTROL
 CR0621  ___________________________________________________________________
 CR0621* NAD 83(1986)-  32 21 33.     (N)    095 56 33.     (W)     SCALED    
 CR0621* NAVD 88     -       142.621  (meters)     467.92   (feet)  ADJUSTED  
 CR0621  ___________________________________________________________________
 CR0621  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CR0621  DYNAMIC HT  -         142.456 (meters)     467.37  (feet)  COMP
 CR0621  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 CR0621
 CR0621  VERT ORDER  -  SECOND    CLASS 0
 CR0621
 CR0621.The horizontal coordinates were scaled from a topographic map and have
 CR0621.an estimated accuracy of +/- 6 seconds.
 CR0621
 CR0621.The orthometric height was determined by differential leveling
 CR0621.and adjusted by the National Geodetic Survey in June 1991..
 CR0621
 CR0621.The geoid height was determined by GEOID03.
 CR0621
 CR0621.The dynamic height is computed by dividing the NAVD 88
 CR0621.geopotential number by the normal gravity value computed on the
 CR0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0621.degrees latitude (g = 980.6199 gals.).
 CR0621
 CR0621.The modeled gravity was interpolated from observed gravity values.
 CR0621
 CR0621;                    North         East    Units  Estimated Accuracy
 CR0621;SPC TXNC     - 2,079,720.      840,680.      MT  (+/- 180 meters Scaled)
 CR0621
 CR0621                          SUPERSEDED SURVEY CONTROL
 CR0621
 CR0621  NGVD 29 (??/??/92)  142.628  (m)          467.94   (f) ADJ UNCH    2 0
 CR0621
 CR0621.Superseded values are not recommended for survey control.
 CR0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0621.See file dsdata.txt to determine how the superseded data were derived.
 CR0621
 CR0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR231840(NAD 83)
 CR0621_MARKER: DB = BENCH MARK DISK
 CR0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0621_STAMPING: N 483 1948
 CR0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0621+STABILITY: SURFACE MOTION
 CR0621
 CR0621  HISTORY     - Date     Condition        Report By
 CR0621  HISTORY     - 1948     MONUMENTED       CGS
 CR0621  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0621
 CR0621                          STATION DESCRIPTION
 CR0621
 CR0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0621'11.85 MI NE FROM EUSTACE.
 CR0621'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0621'AT EUSTACE, THENCE 2.75 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 1.1
 CR0621'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE EAST ALONG A
 CR0621'GRADED DIRT ROAD, THENCE 2.9 MILES NORTHWEST ALONG A GRADED DIRT ROAD,
 CR0621'AT A ROAD INTERSECTION, 179.0 FEET NORTHWEST OF THE CENTER LINE OF A
 CR0621'SOUTHWEST-NORTHEAST ROAD, 114.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 CR0621'NORTHWEST-SOUTHEAST ROAD, 8.0 FEET SOUTHWEST OF THE SOUTH CORNER OF
 CR0621'BIG ROCK CHURCH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 CR0621'FOOT ABOVE THE GROUND.
 CR0621
 CR0621                          STATION RECOVERY (1995)
 CR0621
 CR0621'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0241 ***********************************************************************
 BY0241  DESIGNATION -  N 484
 BY0241  PID         -  BY0241
 BY0241  STATE/COUNTY-  TX/SHELBY
 BY0241  USGS QUAD   -  NEUVILLE (1984)
 BY0241
 BY0241                         *CURRENT SURVEY CONTROL
 BY0241  ___________________________________________________________________
 BY0241* NAD 83(1986)-  31 41 43.     (N)    094 14 19.     (W)     SCALED    
 BY0241* NAVD 88     -       148.96   (+/-2cm)     488.7    (feet)  VERTCON   
 BY0241  ___________________________________________________________________
 BY0241  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY0241
 BY0241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0241
 BY0241.The horizontal coordinates were scaled from a topographic map and have
 BY0241.an estimated accuracy of +/- 6 seconds.
 BY0241
 BY0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0241.The vertical order pertains to the NGVD 29 superseded value.
 BY0241
 BY0241.The geoid height was determined by GEOID03.
 BY0241
 BY0241;                    North         East    Units  Estimated Accuracy
 BY0241;SPC TX C     - 3,240,710.    1,277,490.      MT  (+/- 180 meters Scaled)
 BY0241
 BY0241                          SUPERSEDED SURVEY CONTROL
 BY0241
 BY0241  NGVD 29 (??/??/92)  148.986  (m)          488.80   (f) ADJ UNCH    2 0
 BY0241
 BY0241.Superseded values are not recommended for survey control.
 BY0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0241.See file dsdata.txt to determine how the superseded data were derived.
 BY0241
 BY0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR826073(NAD 83)
 BY0241_MARKER: DB = BENCH MARK DISK
 BY0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0241_STAMPING: N 484 1949
 BY0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0241+STABILITY: SURFACE MOTION
 BY0241
 BY0241  HISTORY     - Date     Condition        Report By
 BY0241  HISTORY     - 1949     MONUMENTED       CGS
 BY0241
 BY0241                          STATION DESCRIPTION
 BY0241
 BY0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0241'0.75 MI S FROM JERICHO.
 BY0241'0.75 MILE SOUTH ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL
 BY0241'GROCERY STORE AT JERICHO, AT A ROAD JUNCTION, 105.0 FEET SOUTH OF THE
 BY0241'EXTENDED CENTER LINE OF A ROAD LEADING EAST, 74.0 FEET WEST OF THE
 BY0241'CENTER LINE OF THE JERICHO-CAMP WORTH ROAD, 47.4 FEET WEST OF A
 BY0241'32-INCH OAK TREE, 27.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 BY0241'ABANDONED FARMHOUSE, 1.5 FEET WEST OF A REFERENCE POST, 1.3 FEET SOUTH
 BY0241'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BY0241'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1167 ***********************************************************************
 BY1167  DESIGNATION -  N 486
 BY1167  PID         -  BY1167
 BY1167  STATE/COUNTY-  TX/NACOGDOCHES
 BY1167  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1167
 BY1167                         *CURRENT SURVEY CONTROL
 BY1167  ___________________________________________________________________
 BY1167* NAD 83(1986)-  31 34 44.     (N)    094 41 48.     (W)     SCALED    
 BY1167* NAVD 88     -       114.84   (+/-2cm)     376.8    (feet)  VERTCON   
 BY1167  ___________________________________________________________________
 BY1167  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1167
 BY1167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1167
 BY1167.The horizontal coordinates were scaled from a topographic map and have
 BY1167.an estimated accuracy of +/- 6 seconds.
 BY1167
 BY1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1167.The vertical order pertains to the NGVD 29 superseded value.
 BY1167
 BY1167.The geoid height was determined by GEOID03.
 BY1167
 BY1167;                    North         East    Units  Estimated Accuracy
 BY1167;SPC TX C     - 3,225,540.    1,234,780.      MT  (+/- 180 meters Scaled)
 BY1167
 BY1167                          SUPERSEDED SURVEY CONTROL
 BY1167
 BY1167  NGVD 29 (??/??/92)  114.928  (m)          377.06   (f) ADJ UNCH    2 0
 BY1167
 BY1167.Superseded values are not recommended for survey control.
 BY1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1167.See file dsdata.txt to determine how the superseded data were derived.
 BY1167
 BY1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ390950(NAD 83)
 BY1167_MARKER: DB = BENCH MARK DISK
 BY1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1167_STAMPING: N 486 1949
 BY1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1167+STABILITY: SURFACE MOTION
 BY1167
 BY1167  HISTORY     - Date     Condition        Report By
 BY1167  HISTORY     - 1949     MONUMENTED       CGS
 BY1167  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1167  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1167
 BY1167                          STATION DESCRIPTION
 BY1167
 BY1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1167'3.2 MI W FROM NACOGDOCHES.
 BY1167'1.0 MILE SOUTH ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE AT
 BY1167'NACOGDOCHES, THENCE 2.2 MILES WEST ALONG SPANISH BLUFF ROAD, AT THE
 BY1167'ENTRANCE TO THE NACOGDOCHES AIRPORT, 264.0 FEET SOUTHWEST OF THE
 BY1167'SOUTHWEST CORNER OF A SMALL WHITE HOUSE, 205.0 FEET WEST OF THE CENTER
 BY1167'LINE OF SPANISH BLUFF ROAD, 60.0 FEET NORTH OF THE CENTER LINE OF A
 BY1167'ROAD LEADING TO HANGARS, 53.8 FEET NORTHWEST OF THE NORTHWEST END OF A
 BY1167'CATTLE-GUARD, 2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 BY1167'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1167
 BY1167                          STATION RECOVERY (1977)
 BY1167
 BY1167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1167'MARK NOT FOUND.
 BY1167
 BY1167                          STATION RECOVERY (1998)
 BY1167
 BY1167'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0127 ***********************************************************************
 BY0127  DESIGNATION -  N 487
 BY0127  PID         -  BY0127
 BY0127  STATE/COUNTY-  TX/SHELBY
 BY0127  USGS QUAD   -  CENTER (1984)
 BY0127
 BY0127                         *CURRENT SURVEY CONTROL
 BY0127  ___________________________________________________________________
 BY0127* NAD 83(1986)-  31 48 35.     (N)    094 11 35.     (W)     SCALED    
 BY0127* NAVD 88     -       111.04   (+/-2cm)     364.3    (feet)  VERTCON   
 BY0127  ___________________________________________________________________
 BY0127  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BY0127
 BY0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0127
 BY0127.The horizontal coordinates were scaled from a topographic map and have
 BY0127.an estimated accuracy of +/- 6 seconds.
 BY0127
 BY0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0127.The vertical order pertains to the NGVD 29 superseded value.
 BY0127
 BY0127.The geoid height was determined by GEOID03.
 BY0127
 BY0127;                    North         East    Units  Estimated Accuracy
 BY0127;SPC TX C     - 3,253,620.    1,281,100.      MT  (+/- 180 meters Scaled)
 BY0127
 BY0127                          SUPERSEDED SURVEY CONTROL
 BY0127
 BY0127  NGVD 29 (??/??/92)  111.077  (m)          364.43   (f) ADJ UNCH    2 0
 BY0127
 BY0127.Superseded values are not recommended for survey control.
 BY0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0127.See file dsdata.txt to determine how the superseded data were derived.
 BY0127
 BY0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR870199(NAD 83)
 BY0127_MARKER: DB = BENCH MARK DISK
 BY0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0127_STAMPING: N 487 1949
 BY0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0127+STABILITY: SURFACE MOTION
 BY0127
 BY0127  HISTORY     - Date     Condition        Report By
 BY0127  HISTORY     - 1949     MONUMENTED       CGS
 BY0127  HISTORY     - 1958     MARK NOT FOUND   NGS
 BY0127  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0127
 BY0127                          STATION DESCRIPTION
 BY0127
 BY0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0127'1.2 MI N FROM CENTER.
 BY0127'1.2 MILES NORTH ALONG U. S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0127'COURTHOUSE AT CENTER, AT THE JUNCTION OF U. S. HIGHWAY 96 AND STATE
 BY0127'HIGHWAY 87, 143.0 FEET SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST
 BY0127'HEADWALL FOR A CONCRETE BOX CULVERT UNDER STATE HIGHWAY 87, 48.0 FEET
 BY0127'SOUTH OF THE CENTER LINE OF THE HIGHWAYS (MEASURED FROM A POINT ABOUT
 BY0127'5.0 FEET SOUTH OF THE JUNCTION OF THE CENTER LINES OF THE HIGHWAYS),
 BY0127'2.4 FEET SOUTH OF A REFERENCE POST, 2.0 FEET NORTHEAST OF CORNER IN
 BY0127'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0127'0.5 FOOT ABOVE THE GROUND.
 BY0127
 BY0127                          STATION RECOVERY (1958)
 BY0127
 BY0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BY0127'MARK NOT FOUND.
 BY0127
 BY0127                          STATION RECOVERY (1979)
 BY0127
 BY0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0871 ***********************************************************************
 BY0871  DESIGNATION -  N 488
 BY0871  PID         -  BY0871
 BY0871  STATE/COUNTY-  TX/ANGELINA
 BY0871  USGS QUAD   -  HUNTINGTON (1980)
 BY0871
 BY0871                         *CURRENT SURVEY CONTROL
 BY0871  ___________________________________________________________________
 BY0871* NAD 83(1986)-  31 16 37.     (N)    094 34 38.     (W)     SCALED    
 BY0871* NAVD 88     -       100.39   (+/-2cm)     329.4    (feet)  VERTCON   
 BY0871  ___________________________________________________________________
 BY0871  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY0871
 BY0871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0871
 BY0871.The horizontal coordinates were scaled from a topographic map and have
 BY0871.an estimated accuracy of +/- 6 seconds.
 BY0871
 BY0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0871.The vertical order pertains to the NGVD 29 superseded value.
 BY0871
 BY0871.The geoid height was determined by GEOID03.
 BY0871
 BY0871;                    North         East    Units  Estimated Accuracy
 BY0871;SPC TX C     - 3,192,690.    1,247,840.      MT  (+/- 180 meters Scaled)
 BY0871
 BY0871                          SUPERSEDED SURVEY CONTROL
 BY0871
 BY0871  NGVD 29 (??/??/92)  100.425  (m)          329.48   (f) ADJ UNCH    2 0
 BY0871
 BY0871.Superseded values are not recommended for survey control.
 BY0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0871.See file dsdata.txt to determine how the superseded data were derived.
 BY0871
 BY0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ498613(NAD 83)
 BY0871_MARKER: DB = BENCH MARK DISK
 BY0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0871_SP_SET: WATER TOWER BASE
 BY0871_STAMPING: N 488 1949
 BY0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY0871+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2005
 BY0871
 BY0871  HISTORY     - Date     Condition        Report By
 BY0871  HISTORY     - 1949     MONUMENTED       CGS
 BY0871  HISTORY     - 20040123 GOOD             USPSQD
 BY0871  HISTORY     - 20050122 GOOD             USPSQD
 BY0871
 BY0871                          STATION DESCRIPTION
 BY0871
 BY0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0871'IN HUNTINGTON.
 BY0871'AT HUNTINGTON, 0.4 MILE SOUTH ALONG FARM ROAD 328 FROM THE TEXAS AND
 BY0871'NEW ORLEANS RAILROAD STATION, IN THE BASE OF THE NORTHWEST LEG OF THE
 BY0871'CITY WATER TOWER, 54.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 BY0871'STREET, 41.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST STREET.
 BY0871
 BY0871                          STATION RECOVERY (2004)
 BY0871
 BY0871'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY0871'RECOVERED IN GOOD CONDITION.
 BY0871
 BY0871                          STATION RECOVERY (2005)
 BY0871
 BY0871'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BY0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0910 ***********************************************************************
 BY0910  DESIGNATION -  N 489
 BY0910  PID         -  BY0910
 BY0910  STATE/COUNTY-  TX/ANGELINA
 BY0910  USGS QUAD   -  BALD HILL (1980)
 BY0910
 BY0910                         *CURRENT SURVEY CONTROL
 BY0910  ___________________________________________________________________
 BY0910* NAD 83(1986)-  31 07 51.     (N)    094 41 32.     (W)     SCALED    
 BY0910* NAVD 88     -        45.73   (+/-2cm)     150.0    (feet)  VERTCON   
 BY0910  ___________________________________________________________________
 BY0910  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BY0910
 BY0910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0910
 BY0910.The horizontal coordinates were scaled from a topographic map and have
 BY0910.an estimated accuracy of +/- 6 seconds.
 BY0910
 BY0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0910.The vertical order pertains to the NGVD 29 superseded value.
 BY0910
 BY0910.The geoid height was determined by GEOID03.
 BY0910
 BY0910;                    North         East    Units  Estimated Accuracy
 BY0910;SPC TX C     - 3,175,950.    1,237,720.      MT  (+/- 180 meters Scaled)
 BY0910
 BY0910                          SUPERSEDED SURVEY CONTROL
 BY0910
 BY0910  NGVD 29 (??/??/92)   45.766  (m)          150.15   (f) ADJ UNCH    2 0
 BY0910
 BY0910.Superseded values are not recommended for survey control.
 BY0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0910.See file dsdata.txt to determine how the superseded data were derived.
 BY0910
 BY0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ386453(NAD 83)
 BY0910_MARKER: DB = BENCH MARK DISK
 BY0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0910_STAMPING: N 489 1949
 BY0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0910+STABILITY: SURFACE MOTION
 BY0910
 BY0910  HISTORY     - Date     Condition        Report By
 BY0910  HISTORY     - 1949     MONUMENTED       CGS
 BY0910
 BY0910                          STATION DESCRIPTION
 BY0910
 BY0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0910'9.35 MI SE FROM DIBOLL.
 BY0910'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE TEXAS AND NEW ORLEANS
 BY0910'RAILROAD STATION AT DIBOLL, THENCE 2.0 MILES SOUTH ALONG NEW U.S.
 BY0910'HIGHWAY 59, THENCE 7.1 MILES EAST ALONG AN OLD C.C.C. ROAD, AT A POINT
 BY0910'WHERE A FENCE BLOCKS THE ROAD, 106.0 FEET WEST OF THE WEST END OF AN
 BY0910'ABANDONED BRIDGE OVER A SMALL CREEK, 17.6 FEET NORTHEAST OF A 20 INCH
 BY0910'OAK TREE, 15.8 FEET NORTHWEST OF AN 18 INCH OAK TREE, 12.0 FEET NORTH
 BY0910'OF THE CENTER LINE OF THE ROAD, 1.2 FEET WEST OF A FENCE, 2.0 FEET
 BY0910'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0910'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0817 ***********************************************************************
 BZ0817  DESIGNATION -  N 49
 BZ0817  PID         -  BZ0817
 BZ0817  STATE/COUNTY-  TX/BELL
 BZ0817  USGS QUAD   -  BELTON (1993)
 BZ0817
 BZ0817                         *CURRENT SURVEY CONTROL
 BZ0817  ___________________________________________________________________
 BZ0817* NAD 83(1986)-  31 04 46.     (N)    097 25 06.     (W)     SCALED    
 BZ0817* NAVD 88     -       168.168  (meters)     551.73   (feet)  ADJUSTED  
 BZ0817  ___________________________________________________________________
 BZ0817  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BZ0817  DYNAMIC HT  -         167.946 (meters)     551.00  (feet)  COMP
 BZ0817  MODELED GRAV-     979,316.6   (mgal)                       NAVD 88
 BZ0817
 BZ0817  VERT ORDER  -  FIRST     CLASS II
 BZ0817
 BZ0817.The horizontal coordinates were scaled from a topographic map and have
 BZ0817.an estimated accuracy of +/- 6 seconds.
 BZ0817
 BZ0817.The orthometric height was determined by differential leveling
 BZ0817.and adjusted by the National Geodetic Survey in June 1991..
 BZ0817
 BZ0817.The geoid height was determined by GEOID03.
 BZ0817
 BZ0817.The dynamic height is computed by dividing the NAVD 88
 BZ0817.geopotential number by the normal gravity value computed on the
 BZ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0817.degrees latitude (g = 980.6199 gals.).
 BZ0817
 BZ0817.The modeled gravity was interpolated from observed gravity values.
 BZ0817
 BZ0817;                    North         East    Units  Estimated Accuracy
 BZ0817;SPC TX C     - 3,160,260.      978,100.      MT  (+/- 180 meters Scaled)
 BZ0817
 BZ0817                          SUPERSEDED SURVEY CONTROL
 BZ0817
 BZ0817  NGVD 29 (??/??/92)  168.106  (m)          551.53   (f) ADJ UNCH    1 2
 BZ0817
 BZ0817.Superseded values are not recommended for survey control.
 BZ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0817.See file dsdata.txt to determine how the superseded data were derived.
 BZ0817
 BZ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV508394(NAD 83)
 BZ0817_MARKER: DB = BENCH MARK DISK
 BZ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0817_STAMPING: N 49 1953
 BZ0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0817+STABILITY: SURFACE MOTION
 BZ0817
 BZ0817  HISTORY     - Date     Condition        Report By
 BZ0817  HISTORY     - 1953     MONUMENTED       CGS
 BZ0817  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0817  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 BZ0817  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0817
 BZ0817                          STATION DESCRIPTION
 BZ0817
 BZ0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0817'4.8 MI SW FROM TEMPLE.
 BZ0817'4.8 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0817'THE STATION AT TEMPLE, BELL COUNTY, 3.4 MILES NORTHEAST OF THE STATION
 BZ0817'AT BELTON, 0.2 MILE NORTHEAST OF THE STATION SIGN AT MIDWAY, 72 FEET
 BZ0817'SOUTHWEST OF THE SECOND POLE SOUTHWEST OF MILEPOST 223, 73 FEET
 BZ0817'NORTHWEST OF THE CENTERLINE OF U. S. HIGHWAY 190, 33.5 FEET SOUTHEAST
 BZ0817'OF THE SOUTHEAST RAIL, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 BZ0817'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 BZ0817'GROUND.
 BZ0817
 BZ0817                          STATION RECOVERY (1983)
 BZ0817
 BZ0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0817'THERE HAS BEEN GRADING IN THIS AREA.
 BZ0817
 BZ0817                          STATION RECOVERY (2001)
 BZ0817
 BZ0817'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ0817'MARK NOT FOUND.
 BZ0817
 BZ0817                          STATION RECOVERY (2003)
 BZ0817
 BZ0817'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0645 ***********************************************************************
 BY0645  DESIGNATION -  N 490
 BY0645  PID         -  BY0645
 BY0645  STATE/COUNTY-  TX/ANGELINA
 BY0645  USGS QUAD   -  ROCKLAND (1984)
 BY0645
 BY0645                         *CURRENT SURVEY CONTROL
 BY0645  ___________________________________________________________________
 BY0645* NAD 83(1986)-  31 05 59.     (N)    094 28 48.     (W)     SCALED    
 BY0645* NAVD 88     -        44.59   (+/-2cm)     146.3    (feet)  VERTCON   
 BY0645  ___________________________________________________________________
 BY0645  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BY0645
 BY0645  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0645
 BY0645.The horizontal coordinates were scaled from a topographic map and have
 BY0645.an estimated accuracy of +/- 6 seconds.
 BY0645
 BY0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0645.The vertical order pertains to the NGVD 29 superseded value.
 BY0645
 BY0645.The geoid height was determined by GEOID03.
 BY0645
 BY0645;                    North         East    Units  Estimated Accuracy
 BY0645;SPC TX C     - 3,173,550.    1,258,110.      MT  (+/- 180 meters Scaled)
 BY0645
 BY0645                          SUPERSEDED SURVEY CONTROL
 BY0645
 BY0645  NGVD 29 (??/??/92)   44.609  (m)          146.35   (f) ADJ UNCH    2 0
 BY0645
 BY0645.Superseded values are not recommended for survey control.
 BY0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0645.See file dsdata.txt to determine how the superseded data were derived.
 BY0645
 BY0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ588415(NAD 83)
 BY0645_MARKER: DB = BENCH MARK DISK
 BY0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0645_SP_SET: MONUMENT
 BY0645_STAMPING: N 490 1949
 BY0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0645
 BY0645  HISTORY     - Date     Condition        Report By
 BY0645  HISTORY     - 1949     MONUMENTED       CGS
 BY0645  HISTORY     - 1955     GOOD             NGS
 BY0645  HISTORY     - 1979     GOOD             USGS
 BY0645
 BY0645                          STATION DESCRIPTION
 BY0645
 BY0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BY0645'6.35 MI SSW FROM ZAVALLA.
 BY0645'TO REACH FROM ZAVALLA.  GO SOUTH ON HIGHWAY NO.69, 2.0 MILES.  THEN
 BY0645'TURN RIGHT AND GO WEST AND SOUTHWEST ON F.M. ROAD NO.1270, 1.8 MILES
 BY0645'TO A CROSS ROAD.  THEN CONTINUE ON THE HIGHWAY 2.55 MILES TO THE MARK
 BY0645'ON THE LEFT, 162 FEET WEST OF THE WEST END OF THE MOST WESTERLY BRIDGE
 BY0645'IN A SERIES OF BRIDGES OVER SHAWNEE CREEK, 54 FEET SOUTH OF THE
 BY0645'CENTERLINE OF THE F.M. ROAD, 14 FEET WEST OF THE CENTERLINE OF A DIRT
 BY0645'TRAIL LEADING SOUTH, 1.6 FEET EAST OF A 4 X 4 REFERENCE POST.
 BY0645
 BY0645                          STATION RECOVERY (1979)
 BY0645
 BY0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0645'TO REACH FROM ZAVALLA. GO SOUTH ON HWY. NO. 69, 1.55 MILES. THEN TURN
 BY0645'RIGHT AND GO WEST AND SOUTHWEST ON FM ROAD NO. 1270, 1.9 MILES TO A
 BY0645'CROSS ROAD. THEN CONTINUE ON THE ROAD 2.55 MILES TO THE MARK ON THE
 BY0645'RIGHT, 359 FEET WEST OF THE CENTER OF THE MOST WESTERLY BRIDGE IN A
 BY0645'SERIES OF BRIDGES OVER SHAWNEE CREEK, 70 FT. NORTH OF THE CENTERLINE
 BY0645'OF THE FM ROAD, 1.6 FEET EAST OF A 4 X 4 REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0394 ***********************************************************************
 BY0394  DESIGNATION -  N 491
 BY0394  PID         -  BY0394
 BY0394  STATE/COUNTY-  TX/ANGELINA
 BY0394  USGS QUAD   -  ZAVALLA (1984)
 BY0394
 BY0394                         *CURRENT SURVEY CONTROL
 BY0394  ___________________________________________________________________
 BY0394* NAD 83(1986)-  31 10 37.     (N)    094 22 48.     (W)     SCALED    
 BY0394* NAVD 88     -        60.33   (+/-2cm)     197.9    (feet)  VERTCON   
 BY0394  ___________________________________________________________________
 BY0394  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BY0394
 BY0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0394
 BY0394.The horizontal coordinates were scaled from a topographic map and have
 BY0394.an estimated accuracy of +/- 6 seconds.
 BY0394
 BY0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0394.The vertical order pertains to the NGVD 29 superseded value.
 BY0394
 BY0394.The geoid height was determined by GEOID03.
 BY0394
 BY0394;                    North         East    Units  Estimated Accuracy
 BY0394;SPC TX C     - 3,182,600.    1,267,180.      MT  (+/- 180 meters Scaled)
 BY0394
 BY0394                          SUPERSEDED SURVEY CONTROL
 BY0394
 BY0394  NGVD 29 (??/??/92)   60.348  (m)          197.99   (f) ADJ UNCH    2 0
 BY0394
 BY0394.Superseded values are not recommended for survey control.
 BY0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0394.See file dsdata.txt to determine how the superseded data were derived.
 BY0394
 BY0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ684500(NAD 83)
 BY0394_MARKER: DB = BENCH MARK DISK
 BY0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0394_STAMPING: N 491 1949
 BY0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0394+STABILITY: SURFACE MOTION
 BY0394
 BY0394  HISTORY     - Date     Condition        Report By
 BY0394  HISTORY     - 1949     MONUMENTED       CGS
 BY0394  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0394
 BY0394                          STATION DESCRIPTION
 BY0394
 BY0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0394'3.3 MI NE FROM ZAVALLA.
 BY0394'0.6 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0394'RAILROAD STATION AT ZAVALLA, THENCE 2.7 MILES NORTHEAST ALONG STATE
 BY0394'HIGHWAY 147, 310.0 FEET SOUTHWEST OF THE CENTER LINE OF A T ROAD
 BY0394'LEADING SOUTHEAST, 49.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BY0394'HIGHWAY, 45.0 FEET EAST OF THE NORTHEAST END OF HEADWALL OF A 30-INCH
 BY0394'CONCRETE TUBE CULVERT, 1.7 FEET NORTHWEST OF A REFERENCE POST, AND SET
 BY0394'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0394
 BY0394                          STATION RECOVERY (1979)
 BY0394
 BY0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0536 ***********************************************************************
 BY0536  DESIGNATION -  N 492
 BY0536  PID         -  BY0536
 BY0536  STATE/COUNTY-  TX/ANGELINA
 BY0536  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0536
 BY0536                         *CURRENT SURVEY CONTROL
 BY0536  ___________________________________________________________________
 BY0536* NAD 83(1986)-  31 08 24.     (N)    094 17 24.     (W)     SCALED    
 BY0536* NAVD 88     -        76.97   (+/-2cm)     252.5    (feet)  VERTCON   
 BY0536  ___________________________________________________________________
 BY0536  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BY0536
 BY0536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0536
 BY0536.The horizontal coordinates were scaled from a topographic map and have
 BY0536.an estimated accuracy of +/- 6 seconds.
 BY0536
 BY0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0536.The vertical order pertains to the NGVD 29 superseded value.
 BY0536
 BY0536.The geoid height was determined by GEOID03.
 BY0536
 BY0536;                    North         East    Units  Estimated Accuracy
 BY0536;SPC TX C     - 3,178,980.    1,275,970.      MT  (+/- 180 meters Scaled)
 BY0536
 BY0536                          SUPERSEDED SURVEY CONTROL
 BY0536
 BY0536  NGVD 29 (??/??/92)   76.982  (m)          252.57   (f) ADJ UNCH    2 0
 BY0536
 BY0536.Superseded values are not recommended for survey control.
 BY0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0536.See file dsdata.txt to determine how the superseded data were derived.
 BY0536
 BY0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ770458(NAD 83)
 BY0536_MARKER: DB = BENCH MARK DISK
 BY0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0536_STAMPING: N 492 1949
 BY0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0536+STABILITY: SURFACE MOTION
 BY0536
 BY0536  HISTORY     - Date     Condition        Report By
 BY0536  HISTORY     - 1949     MONUMENTED       CGS
 BY0536  HISTORY     - 1979     GOOD             USGS
 BY0536
 BY0536                          STATION DESCRIPTION
 BY0536
 BY0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0536'8.75 MI E FROM ZAVALLA.
 BY0536'8.75 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0536'RAILROAD STATION AT ZAVALLA, 60 FEET SOUTHEAST OF THE CENTER LINE OF A
 BY0536'GRADED DIRT ROAD LEADING NORTHEAST, 59.5 FEET NORTH OF THE CENTER LINE
 BY0536'OF THE HIGHWAY, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BY0536'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY0536
 BY0536                          STATION RECOVERY (1979)
 BY0536
 BY0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0536'4.6 MILES EAST ALONG STATE HWY. 63 FROM THE RAILROAD CROSSING IN
 BY0536'ZAVALLA, THENCE 4.15 MILES NORTH AND EAST ALONG FARM ROAD 2742, 330
 BY0536'FT. SOUTHEAST OF THE JUNCTION WITH FARM ROAD 3373, 60 FT. NORTHEAST
 BY0536'OF THE CENTER OF FARM ROAD 2742, SET IN THE TOP OF A CONCRETE POST
 BY0536'PROJECTING 0.7 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0386 ***********************************************************************
 BY0386  DESIGNATION -  N 493
 BY0386  PID         -  BY0386
 BY0386  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0386  USGS QUAD   -  BROADDUS (1984)
 BY0386
 BY0386                         *CURRENT SURVEY CONTROL
 BY0386  ___________________________________________________________________
 BY0386* NAD 83(1986)-  31 15 09.     (N)    094 16 23.     (W)     SCALED    
 BY0386* NAVD 88     -        57.95   (+/-2cm)     190.1    (feet)  VERTCON   
 BY0386  ___________________________________________________________________
 BY0386  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BY0386
 BY0386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0386
 BY0386.The horizontal coordinates were scaled from a topographic map and have
 BY0386.an estimated accuracy of +/- 6 seconds.
 BY0386
 BY0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0386.The vertical order pertains to the NGVD 29 superseded value.
 BY0386
 BY0386.The geoid height was determined by GEOID03.
 BY0386
 BY0386;                    North         East    Units  Estimated Accuracy
 BY0386;SPC TX C     - 3,191,520.    1,276,900.      MT  (+/- 180 meters Scaled)
 BY0386
 BY0386                          SUPERSEDED SURVEY CONTROL
 BY0386
 BY0386  NGVD 29 (??/??/92)   57.969  (m)          190.19   (f) ADJ UNCH    2 0
 BY0386
 BY0386.Superseded values are not recommended for survey control.
 BY0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0386.See file dsdata.txt to determine how the superseded data were derived.
 BY0386
 BY0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ787582(NAD 83)
 BY0386_MARKER: DB = BENCH MARK DISK
 BY0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0386_STAMPING: N 493 1949
 BY0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0386+STABILITY: SURFACE MOTION
 BY0386
 BY0386  HISTORY     - Date     Condition        Report By
 BY0386  HISTORY     - 1949     MONUMENTED       CGS
 BY0386  HISTORY     - 1952     GOOD             NGS
 BY0386
 BY0386                          STATION DESCRIPTION
 BY0386
 BY0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0386'4.0 MI SW FROM BROADDUS.
 BY0386'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0386'BROADDUS, 320 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD HOUSE,
 BY0386'153 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 BY0386'SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 32 FEET SOUTH OF THE
 BY0386'SOUTHWEST END OF A WOODEN GATE, 1.4 FEET NORTHWEST OF A WITNESS POST,
 BY0386'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0122 ***********************************************************************
 BY0122  DESIGNATION -  N 494
 BY0122  PID         -  BY0122
 BY0122  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0122  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0122
 BY0122                         *CURRENT SURVEY CONTROL
 BY0122  ___________________________________________________________________
 BY0122* NAD 83(1986)-  31 32 04.     (N)    094 09 16.     (W)     SCALED    
 BY0122* NAVD 88     -        96.85   (+/-2cm)     317.7    (feet)  VERTCON   
 BY0122  ___________________________________________________________________
 BY0122  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY0122
 BY0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0122
 BY0122.The horizontal coordinates were scaled from a topographic map and have
 BY0122.an estimated accuracy of +/- 6 seconds.
 BY0122
 BY0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0122.The vertical order pertains to the NGVD 29 superseded value.
 BY0122
 BY0122.The geoid height was determined by GEOID03.
 BY0122
 BY0122;                    North         East    Units  Estimated Accuracy
 BY0122;SPC TX C     - 3,223,350.    1,286,450.      MT  (+/- 180 meters Scaled)
 BY0122
 BY0122                          SUPERSEDED SURVEY CONTROL
 BY0122
 BY0122  NGVD 29 (??/??/92)   96.877  (m)          317.84   (f) ADJ UNCH    2 0
 BY0122
 BY0122.Superseded values are not recommended for survey control.
 BY0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0122.See file dsdata.txt to determine how the superseded data were derived.
 BY0122
 BY0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ904894(NAD 83)
 BY0122_MARKER: DB = BENCH MARK DISK
 BY0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0122_SP_SET: BRIDGE ABUTMENT
 BY0122_STAMPING: N 494 1949
 BY0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY0122+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 BY0122
 BY0122  HISTORY     - Date     Condition        Report By
 BY0122  HISTORY     - 1949     MONUMENTED       CGS
 BY0122  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0122  HISTORY     - 20020712 GOOD             USPSQD
 BY0122
 BY0122                          STATION DESCRIPTION
 BY0122
 BY0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0122'2.55 MI W FROM SAN AUGUSTINE.
 BY0122'2.55 MILES WEST ALONG STATE HIGHWAY 21 FROM THE COURT HOUSE AT SAN
 BY0122'AUGUSTINE, 14.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 BY0122'NORTH END OF THE EAST ABUTMENT OF THE BRIDGE OVER PURKINS CREEK, AND
 BY0122'LEVEL WITH THE HIGHWAY.
 BY0122
 BY0122                          STATION RECOVERY (1979)
 BY0122
 BY0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0122'MARK NOT FOUND.
 BY0122
 BY0122                          STATION RECOVERY (2002)
 BY0122
 BY0122'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0674 ***********************************************************************
 AY0674  DESIGNATION -  N 495
 AY0674  PID         -  AY0674
 AY0674  STATE/COUNTY-  TX/BEXAR
 AY0674  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0674
 AY0674                         *CURRENT SURVEY CONTROL
 AY0674  ___________________________________________________________________
 AY0674* NAD 83(1986)-  29 24 56.     (N)    098 37 27.     (W)     SCALED    
 AY0674* NAVD 88     -       219.242  (meters)     719.30   (feet)  ADJUSTED  
 AY0674  ___________________________________________________________________
 AY0674  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AY0674  DYNAMIC HT  -         218.924 (meters)     718.25  (feet)  COMP
 AY0674  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 AY0674
 AY0674  VERT ORDER  -  FIRST     CLASS II
 AY0674
 AY0674.The horizontal coordinates were scaled from a topographic map and have
 AY0674.an estimated accuracy of +/- 6 seconds.
 AY0674
 AY0674.The orthometric height was determined by differential leveling
 AY0674.and adjusted by the National Geodetic Survey in June 1991..
 AY0674
 AY0674.The geoid height was determined by GEOID03.
 AY0674
 AY0674.The dynamic height is computed by dividing the NAVD 88
 AY0674.geopotential number by the normal gravity value computed on the
 AY0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0674.degrees latitude (g = 980.6199 gals.).
 AY0674
 AY0674.The modeled gravity was interpolated from observed gravity values.
 AY0674
 AY0674;                    North         East    Units  Estimated Accuracy
 AY0674;SPC TXSC     - 4,175,410.      636,470.      MT  (+/- 180 meters Scaled)
 AY0674
 AY0674                          SUPERSEDED SURVEY CONTROL
 AY0674
 AY0674  NGVD 29 (??/??/92)  219.130  (m)          718.93   (f) ADJ UNCH    1 2
 AY0674
 AY0674.Superseded values are not recommended for survey control.
 AY0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0674.See file dsdata.txt to determine how the superseded data were derived.
 AY0674
 AY0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT364540(NAD 83)
 AY0674_MARKER: DB = BENCH MARK DISK
 AY0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0674_SP_SET: BASE
 AY0674_STAMPING: N 495 1952
 AY0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0674
 AY0674  HISTORY     - Date     Condition        Report By
 AY0674  HISTORY     - 1952     MONUMENTED       CGS
 AY0674  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0674  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY0674
 AY0674                          STATION DESCRIPTION
 AY0674
 AY0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0674'IN SAN ANTONIO.
 AY0674'AT SAN ANTONIO, 0.7 MILE NORTH ALONG PINN ROAD FROM ITS JUNCTION WITH
 AY0674'U.S. HIGHWAY 90, 10 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN
 AY0674'THE TOP OF THE SOUTH END OF THE CONCRETE BASE OF THE WEST BANNISTER OF
 AY0674'A BRIDGE OVER A LARGE CREEK.
 AY0674
 AY0674                          STATION RECOVERY (1967)
 AY0674
 AY0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0674'MARK NOT FOUND.
 AY0674
 AY0674                          STATION RECOVERY (1995)
 AY0674
 AY0674'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0986 ***********************************************************************
 AY0986  DESIGNATION -  N 496
 AY0986  PID         -  AY0986
 AY0986  STATE/COUNTY-  TX/BEXAR
 AY0986  USGS QUAD   -  CASTLE HILLS (1992)
 AY0986
 AY0986                         *CURRENT SURVEY CONTROL
 AY0986  ___________________________________________________________________
 AY0986* NAD 83(1986)-  29 31 08.     (N)    098 36 16.     (W)     SCALED    
 AY0986* NAVD 88     -       265.519  (meters)     871.12   (feet)  POSTED    
 AY0986  ___________________________________________________________________
 AY0986  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AY0986  DYNAMIC HT  -         265.130 (meters)     869.85  (feet)  COMP
 AY0986  MODELED GRAV-     979,174.6   (mgal)                       NAVD 88
 AY0986
 AY0986  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0986
 AY0986.The horizontal coordinates were scaled from a topographic map and have
 AY0986.an estimated accuracy of +/- 6 seconds.
 AY0986
 AY0986.The orthometric height was determined by differential leveling
 AY0986.and adjusted by the National Geodetic Survey in 1992..
 AY0986.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0986.rate of 0.0 thru 1.0 mm/km.
 AY0986
 AY0986.The geoid height was determined by GEOID03.
 AY0986
 AY0986.The dynamic height is computed by dividing the NAVD 88
 AY0986.geopotential number by the normal gravity value computed on the
 AY0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0986.degrees latitude (g = 980.6199 gals.).
 AY0986
 AY0986.The modeled gravity was interpolated from observed gravity values.
 AY0986
 AY0986;                    North         East    Units  Estimated Accuracy
 AY0986;SPC TXSC     - 4,186,870.      638,340.      MT  (+/- 180 meters Scaled)
 AY0986
 AY0986                          SUPERSEDED SURVEY CONTROL
 AY0986
 AY0986  NGVD 29 (??/??/92)  265.398  (m)          870.73   (f) ADJ UNCH    1 2
 AY0986
 AY0986.Superseded values are not recommended for survey control.
 AY0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0986.See file dsdata.txt to determine how the superseded data were derived.
 AY0986
 AY0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT383655(NAD 83)
 AY0986_MARKER: DB = BENCH MARK DISK
 AY0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0986_STAMPING: N 496 1952
 AY0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0986+STABILITY: SURFACE MOTION
 AY0986
 AY0986  HISTORY     - Date     Condition        Report By
 AY0986  HISTORY     - 1952     MONUMENTED       CGS
 AY0986  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0986  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0986  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0986  HISTORY     - 19991201 MARK NOT FOUND   USPSQD
 AY0986
 AY0986                          STATION DESCRIPTION
 AY0986
 AY0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0986'IN SAN ANTONIO.
 AY0986'AT SAN ANTONIO, 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE
 AY0986'LEON VALLEY SCHOOL WHICH IS AT THE INTERSECTION OF STATE HIGHWAY 16
 AY0986'AND GRISSEM ROAD, THENCE 2.1 MILES NORTHEAST ALONG HUEBNER ROAD, AT AN
 AY0986'INTERSECTION WITH FARM ROAD 1517 (ECKHERT ROAD), 27 FEET SOUTHEAST OF
 AY0986'THE CENTER LINE OF HUEBNER ROAD, 68 FEET SOUTH OF THE CENTER LINE OF
 AY0986'FARM ROAD 1517, 1.6 FEET NORTHWEST OF A FENCE, SET IN THE TOP OF A
 AY0986'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0986
 AY0986                          STATION RECOVERY (1986)
 AY0986
 AY0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0986'MARK NOT FOUND.
 AY0986
 AY0986                          STATION RECOVERY (1989)
 AY0986
 AY0986'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0986'MARK NOT FOUND.
 AY0986
 AY0986                          STATION RECOVERY (1990)
 AY0986
 AY0986'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0986'MARK NOT FOUND.
 AY0986
 AY0986                          STATION RECOVERY (1999)
 AY0986
 AY0986'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3252 ***********************************************************************
 AW3252  DESIGNATION -  N 496.672
 AW3252  PID         -  AW3252
 AW3252  STATE/COUNTY-  TX/HARRIS
 AW3252  USGS QUAD   -  JACINTO CITY (1982)
 AW3252
 AW3252                         *CURRENT SURVEY CONTROL
 AW3252  ___________________________________________________________________
 AW3252* NAD 83(1986)-  29 49 21.     (N)    095 13 09.     (W)     SCALED    
 AW3252* NAVD 88     -        11.70   (+/-2cm)      38.4    (feet)  VERTCON   
 AW3252  ___________________________________________________________________
 AW3252  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW3252
 AW3252  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3252
 AW3252.The horizontal coordinates were scaled from a topographic map and have
 AW3252.an estimated accuracy of +/- 6 seconds.
 AW3252
 AW3252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3252.The vertical order pertains to the NGVD 29 superseded value.
 AW3252
 AW3252.The geoid height was determined by GEOID03.
 AW3252
 AW3252;                    North         East    Units  Estimated Accuracy
 AW3252;SPC TXSC     - 4,226,360.      965,350.      MT  (+/- 180 meters Scaled)
 AW3252
 AW3252                          SUPERSEDED SURVEY CONTROL
 AW3252
 AW3252  NGVD 29 (??/??/92)   11.700  (m)           38.39   (f) ADJ UNCH    1 2
 AW3252
 AW3252.Superseded values are not recommended for survey control.
 AW3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3252.See file dsdata.txt to determine how the superseded data were derived.
 AW3252
 AW3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP855011(NAD 83)
 AW3252_MARKER: Z = SEE DESCRIPTION
 AW3252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3252_STAMPING: N 496.672
 AW3252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3252+STABILITY: SURFACE MOTION
 AW3252
 AW3252  HISTORY     - Date     Condition        Report By
 AW3252  HISTORY     - UNK      MONUMENTED       HLPCO
 AW3252  HISTORY     - 1963     GOOD             NGS
 AW3252  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW3252
 AW3252                          STATION DESCRIPTION
 AW3252
 AW3252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3252'6.7 MI SW FROM SHELDON.
 AW3252'ABOUT 6.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION
 AW3252'OF THE SHELDON-DE ZAVALLA ROAD AT SHELDON, THENCE 0.45 MILE SOUTH
 AW3252'ALONG A PAVED ROAD LEADING TO THE HOUSTON LIGHT AND POWER COMPANY
 AW3252'PLANT, 80 FEET WEST OF THE CENTER LINE OF THE ROAD, 69 YARDS NORTHWEST
 AW3252'OF THE MAIN GATE, 91 FEET NORTHEAST OF THE NORTHEAST LEG OF A STEEL
 AW3252'WATER TOWER, 45.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN
 AW3252'COOLING PLANT, 32.8 FEET WEST OF AN 8-INCH OAK TREE, AND SET IN THE
 AW3252'TOP OF AN 18-INCH SQUARE CONCRETE POST WHICH IS ENCASED IN A 12-INCH
 AW3252'TILE AND WHICH IS ABOUT 1 FOOT BELOW GROUND LEVEL.
 AW3252
 AW3252                          STATION RECOVERY (1998)
 AW3252
 AW3252'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0080 ***********************************************************************
 AY0080  DESIGNATION -  N 497
 AY0080  PID         -  AY0080
 AY0080  STATE/COUNTY-  TX/BEXAR
 AY0080  USGS QUAD   -  LONGHORN (1992)
 AY0080
 AY0080                         *CURRENT SURVEY CONTROL
 AY0080  ___________________________________________________________________
 AY0080* NAD 83(1986)-  29 32 59.     (N)    098 28 20.     (W)     SCALED    
 AY0080* NAVD 88     -       240.412  (meters)     788.75   (feet)  POSTED    
 AY0080  ___________________________________________________________________
 AY0080  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AY0080  DYNAMIC HT  -         240.060 (meters)     787.60  (feet)  COMP
 AY0080  MODELED GRAV-     979,184.6   (mgal)                       NAVD 88
 AY0080
 AY0080  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0080
 AY0080.The horizontal coordinates were scaled from a topographic map and have
 AY0080.an estimated accuracy of +/- 6 seconds.
 AY0080
 AY0080.The orthometric height was determined by differential leveling
 AY0080.and adjusted by the National Geodetic Survey in 1992..
 AY0080.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0080.rate of 0.0 thru 1.0 mm/km.
 AY0080
 AY0080.The geoid height was determined by GEOID03.
 AY0080
 AY0080.The dynamic height is computed by dividing the NAVD 88
 AY0080.geopotential number by the normal gravity value computed on the
 AY0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0080.degrees latitude (g = 980.6199 gals.).
 AY0080
 AY0080.The modeled gravity was interpolated from observed gravity values.
 AY0080
 AY0080;                    North         East    Units  Estimated Accuracy
 AY0080;SPC TXSC     - 4,190,340.      651,150.      MT  (+/- 180 meters Scaled)
 AY0080
 AY0080                          SUPERSEDED SURVEY CONTROL
 AY0080
 AY0080  NGVD 29 (??/??/92)  240.282  (m)          788.33   (f) ADJ UNCH    1 2
 AY0080
 AY0080.Superseded values are not recommended for survey control.
 AY0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0080.See file dsdata.txt to determine how the superseded data were derived.
 AY0080
 AY0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT511690(NAD 83)
 AY0080_MARKER: DB = BENCH MARK DISK
 AY0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0080_STAMPING: N 497 1953
 AY0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0080+STABILITY: SURFACE MOTION
 AY0080
 AY0080  HISTORY     - Date     Condition        Report By
 AY0080  HISTORY     - 1953     MONUMENTED       CGS
 AY0080  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0080  HISTORY     - 1989     GOOD             USPSQD
 AY0080  HISTORY     - 1989     GOOD             USPSQD
 AY0080  HISTORY     - 19990222 GOOD             USPSQD
 AY0080
 AY0080                          STATION DESCRIPTION
 AY0080
 AY0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0080'2.5 MI NW FROM SAN ANTONIO.
 AY0080'2.5 MILES NORTHWEST ALONG BITTERS ROAD FROM ITS JUNCTION WITH
 AY0080'NACOGDOCHES ROAD AT SAN ANTONIO, 0.1 MILE NORTHWEST OF A JUNCTION WITH
 AY0080'JONES MALTSBERGER ROAD, AT THE TOP OF A SMALL RISE, 28 FEET SOUTHWEST
 AY0080'OF THE CENTER LINE OF BITTERS ROAD, 22 FEET SOUTHEAST OF A FENCE
 AY0080'CORNER, 5 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS
 AY0080'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY0080'THE GROUND.
 AY0080
 AY0080                          STATION RECOVERY (1987)
 AY0080
 AY0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0080'MARK NOT FOUND.
 AY0080
 AY0080                          STATION RECOVERY (1989)
 AY0080
 AY0080'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0080'RECOVERED IN GOOD CONDITION.
 AY0080
 AY0080                          STATION RECOVERY (1989)
 AY0080
 AY0080'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0080'RECOVERED IN GOOD CONDITION.
 AY0080
 AY0080                          STATION RECOVERY (1999)
 AY0080
 AY0080'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0405 ***********************************************************************
 AY0405  DESIGNATION -  N 499
 AY0405  PID         -  AY0405
 AY0405  STATE/COUNTY-  TX/BEXAR
 AY0405  USGS QUAD   -  SOUTHTON (1992)
 AY0405
 AY0405                         *CURRENT SURVEY CONTROL
 AY0405  ___________________________________________________________________
 AY0405* NAD 83(1986)-  29 21 40.     (N)    098 24 16.     (W)     SCALED    
 AY0405* NAVD 88     -       177.962  (meters)     583.86   (feet)  ADJUSTED  
 AY0405  ___________________________________________________________________
 AY0405  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0405  DYNAMIC HT  -         177.703 (meters)     583.01  (feet)  COMP
 AY0405  MODELED GRAV-     979,186.7   (mgal)                       NAVD 88
 AY0405
 AY0405  VERT ORDER  -  FIRST     CLASS II
 AY0405
 AY0405.The horizontal coordinates were scaled from a topographic map and have
 AY0405.an estimated accuracy of +/- 6 seconds.
 AY0405
 AY0405.The orthometric height was determined by differential leveling
 AY0405.and adjusted by the National Geodetic Survey in June 1991..
 AY0405
 AY0405.The geoid height was determined by GEOID03.
 AY0405
 AY0405.The dynamic height is computed by dividing the NAVD 88
 AY0405.geopotential number by the normal gravity value computed on the
 AY0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0405.degrees latitude (g = 980.6199 gals.).
 AY0405
 AY0405.The modeled gravity was interpolated from observed gravity values.
 AY0405
 AY0405;                    North         East    Units  Estimated Accuracy
 AY0405;SPC TXSC     - 4,169,470.      657,820.      MT  (+/- 180 meters Scaled)
 AY0405
 AY0405                          SUPERSEDED SURVEY CONTROL
 AY0405
 AY0405  NGVD 29 (??/??/92)  177.870  (m)          583.56   (f) ADJ UNCH    1 2
 AY0405
 AY0405.Superseded values are not recommended for survey control.
 AY0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0405.See file dsdata.txt to determine how the superseded data were derived.
 AY0405
 AY0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT578481(NAD 83)
 AY0405_MARKER: DB = BENCH MARK DISK
 AY0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0405_STAMPING: N 499 1953
 AY0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0405+STABILITY: SURFACE MOTION
 AY0405
 AY0405  HISTORY     - Date     Condition        Report By
 AY0405  HISTORY     - 1953     MONUMENTED       CGS
 AY0405  HISTORY     - 1980     GOOD             NGS
 AY0405  HISTORY     - 19950701 GOOD             USPSQD
 AY0405
 AY0405                          STATION DESCRIPTION
 AY0405
 AY0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0405'IN SAN ANTONIO.
 AY0405'AT SAN ANTONIO, 2.4 MILES SOUTH ALONG LOOP 13 FROM ITS JUNCTION WITH
 AY0405'U.S. HIGHWAY 87 (NIXON ROAD), AT A JUNCTION WITH W.W. WHITE ROAD, 300
 AY0405'FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 48 FEET
 AY0405'EAST OF THE CENTER LINE OF W.W. WHITE ROAD, 5 FEET SOUTH OF A POWER
 AY0405'POLE, 2 FEET WEST OF A FENCE, 2.6 FEET NORTH OF A WITNESS POST, SET IN
 AY0405'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0405
 AY0405                          STATION RECOVERY (1980)
 AY0405
 AY0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0405'RECOVERED IN GOOD CONDITION.
 AY0405
 AY0405                          STATION RECOVERY (1995)
 AY0405
 AY0405'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0948 ***********************************************************************
 BY0948  DESIGNATION -  N 500
 BY0948  PID         -  BY0948
 BY0948  STATE/COUNTY-  TX/POLK
 BY0948  USGS QUAD   -  WAKEFIELD (1980)
 BY0948
 BY0948                         *CURRENT SURVEY CONTROL
 BY0948  ___________________________________________________________________
 BY0948* NAD 83(1986)-  31 05 45.     (N)    094 48 48.     (W)     SCALED    
 BY0948* NAVD 88     -        78.26   (+/-2cm)     256.8    (feet)  VERTCON   
 BY0948  ___________________________________________________________________
 BY0948  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY0948
 BY0948  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0948
 BY0948.The horizontal coordinates were scaled from a topographic map and have
 BY0948.an estimated accuracy of +/- 6 seconds.
 BY0948
 BY0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0948.The vertical order pertains to the NGVD 29 superseded value.
 BY0948
 BY0948.The geoid height was determined by GEOID03.
 BY0948
 BY0948;                    North         East    Units  Estimated Accuracy
 BY0948;SPC TX C     - 3,171,490.    1,226,380.      MT  (+/- 180 meters Scaled)
 BY0948
 BY0948                          SUPERSEDED SURVEY CONTROL
 BY0948
 BY0948  NGVD 29 (??/??/92)   78.288  (m)          256.85   (f) ADJ UNCH    2 0
 BY0948
 BY0948.Superseded values are not recommended for survey control.
 BY0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0948.See file dsdata.txt to determine how the superseded data were derived.
 BY0948
 BY0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ270416(NAD 83)
 BY0948_MARKER: DB = BENCH MARK DISK
 BY0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0948_STAMPING: N 500 1949
 BY0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0948+STABILITY: SURFACE MOTION
 BY0948
 BY0948  HISTORY     - Date     Condition        Report By
 BY0948  HISTORY     - 1949     MONUMENTED       CGS
 BY0948  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY0948
 BY0948                          STATION DESCRIPTION
 BY0948
 BY0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0948'1.0 MI SE FROM WAKEFIELD.
 BY0948'0.5 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BY0948'RAILWAY STATION SIGN AT WAKEFIELD, THENCE 0.4 MILE NORTHEAST ALONG A
 BY0948'PAVED ROAD, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, IN THE NORTHEAST
 BY0948'QUARTER OF THE INTERSECTION OF AN EAST-WEST DIRT ROAD AND U.S. HIGHWAY
 BY0948'NO. 59, 125.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 41.0 FEET
 BY0948'NORTH OF THE CENTER LINE OF THE DIRT ROAD, 27.0 FEET EAST OF A CORNER
 BY0948'FENCE POST, 1.3 FEET SOUTH OF A FENCE, 1.2 FEET WEST OF A REFERENCE
 BY0948'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 BY0948'GROUND.
 BY0948
 BY0948                          STATION RECOVERY (1963)
 BY0948
 BY0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0709 ***********************************************************************
 BL0709  DESIGNATION -  N 501
 BL0709  PID         -  BL0709
 BL0709  STATE/COUNTY-  TX/POLK
 BL0709  USGS QUAD   -  CORRIGAN (1984)
 BL0709
 BL0709                         *CURRENT SURVEY CONTROL
 BL0709  ___________________________________________________________________
 BL0709* NAD 83(1986)-  30 54 23.     (N)    094 45 15.     (W)     SCALED    
 BL0709* NAVD 88     -       109.77   (+/-2cm)     360.1    (feet)  VERTCON   
 BL0709  ___________________________________________________________________
 BL0709  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0709
 BL0709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0709
 BL0709.The horizontal coordinates were scaled from a topographic map and have
 BL0709.an estimated accuracy of +/- 6 seconds.
 BL0709
 BL0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0709.The vertical order pertains to the NGVD 29 superseded value.
 BL0709
 BL0709.The geoid height was determined by GEOID03.
 BL0709
 BL0709;                    North         East    Units  Estimated Accuracy
 BL0709;SPC TX C     - 3,150,800.    1,233,070.      MT  (+/- 180 meters Scaled)
 BL0709
 BL0709                          SUPERSEDED SURVEY CONTROL
 BL0709
 BL0709  NGVD 29 (??/??/92)  109.775  (m)          360.15   (f) ADJ UNCH    2 0
 BL0709
 BL0709.Superseded values are not recommended for survey control.
 BL0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0709.See file dsdata.txt to determine how the superseded data were derived.
 BL0709
 BL0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ323205(NAD 83)
 BL0709_MARKER: DB = BENCH MARK DISK
 BL0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0709_STAMPING: N 501 1949
 BL0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0709+STABILITY: SURFACE MOTION
 BL0709
 BL0709  HISTORY     - Date     Condition        Report By
 BL0709  HISTORY     - 1949     MONUMENTED       CGS
 BL0709
 BL0709                          STATION DESCRIPTION
 BL0709
 BL0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0709'1.6 MI W FROM CAMDEN.
 BL0709'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY EXPRESS CO.
 BL0709'OFFICE AT CAMDEN, THENCE 1.5 MILES WEST ALONG FARM ROAD NO. 62, AT A
 BL0709'Y-JUNCTION OF THE OLD AND NEW ROAD, 47.0 FEET SOUTHWEST OF THE CENTER
 BL0709'LINE OF THE MOST SOUTHWESTERLY ONE OF TWO SHORT CONNECTING ROADS, ON
 BL0709'THE OUTSIDE OF A CURVE IN THE NEW ROAD WITH TANGENTS LEADING NORTHEAST
 BL0709'AND WEST, 56.0 FEET SOUTHEAST OF THE CENTER LINE OF THE NEW ROAD, 34.0
 BL0709'FEET NORTHWEST OF THE CENTER LINE OF THE OLD ROAD, 1.8 FEET WEST OF A
 BL0709'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 BL0709'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0574 ***********************************************************************
 BL0574  DESIGNATION -  N 502
 BL0574  PID         -  BL0574
 BL0574  STATE/COUNTY-  TX/POLK
 BL0574  USGS QUAD   -  DALLARDSVILLE (1984)
 BL0574
 BL0574                         *CURRENT SURVEY CONTROL
 BL0574  ___________________________________________________________________
 BL0574* NAD 83(1986)-  30 42 09.     (N)    094 44 56.     (W)     SCALED    
 BL0574* NAVD 88     -       113.83   (+/-2cm)     373.5    (feet)  VERTCON   
 BL0574  ___________________________________________________________________
 BL0574  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0574
 BL0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0574
 BL0574.The horizontal coordinates were scaled from a topographic map and have
 BL0574.an estimated accuracy of +/- 6 seconds.
 BL0574
 BL0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0574.The vertical order pertains to the NGVD 29 superseded value.
 BL0574
 BL0574.The geoid height was determined by GEOID03.
 BL0574
 BL0574;                    North         East    Units  Estimated Accuracy
 BL0574;SPC TX C     - 3,128,250.    1,234,710.      MT  (+/- 180 meters Scaled)
 BL0574
 BL0574                          SUPERSEDED SURVEY CONTROL
 BL0574
 BL0574  NGVD 29 (??/??/92)  113.833  (m)          373.47   (f) ADJ UNCH    2 0
 BL0574
 BL0574.Superseded values are not recommended for survey control.
 BL0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0574.See file dsdata.txt to determine how the superseded data were derived.
 BL0574
 BL0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP325979(NAD 83)
 BL0574_MARKER: DB = BENCH MARK DISK
 BL0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0574_STAMPING: N 502 1949
 BL0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0574+STABILITY: SURFACE MOTION
 BL0574
 BL0574  HISTORY     - Date     Condition        Report By
 BL0574  HISTORY     - 1949     MONUMENTED       CGS
 BL0574
 BL0574                          STATION DESCRIPTION
 BL0574
 BL0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0574'11.3 MI E FROM LIVINGSTON.
 BL0574'8.0 MILES EAST ALONG U. S. HIGHWAY NO. 190 FROM THE POST OFFICE AT
 BL0574'LIVINGSTON, THENCE 3.3 MILES EAST ALONG THE OLD HIGHWAY, 0.5 MILE
 BL0574'SOUTHEAST OF A DIRT ROAD LEADING SOUTHWEST TO THE SODA FIRE TOWER, 0.1
 BL0574'MILE WEST OF THE CROSSING OF THE OLD AND NEW HIGHWAYS AT W. C. KNIGHTS
 BL0574'STORE, 40.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22.0 FEET
 BL0574'NORTHWEST OF THE NORTHEAST CORNER AND 28.2 FEET NORTHEAST OF THE
 BL0574'NORTHWEST CORNER OF THE H. H. HAMMOND FARMHOUSE, 33.3 FEET WEST OF THE
 BL0574'NORTHEAST FENCE CORNER POST OF THE YARD, 1.5 FEET NORTH OF A FENCE,
 BL0574'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 BL0574'GROUND.  NOTE-- THE OLD HIGHWAY MENTIONED ABOVE IS OLD STATE HIGHWAY
 BL0574'NO. 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0062 ***********************************************************************
 BL0062  DESIGNATION -  N 503
 BL0062  PID         -  BL0062
 BL0062  STATE/COUNTY-  TX/TYLER
 BL0062  USGS QUAD   -  COLMESNEIL (1984)
 BL0062
 BL0062                         *CURRENT SURVEY CONTROL
 BL0062  ___________________________________________________________________
 BL0062* NAD 83(1986)-  30 54 31.     (N)    094 26 18.     (W)     SCALED    
 BL0062* NAVD 88     -       106.38   (+/-2cm)     349.0    (feet)  VERTCON   
 BL0062  ___________________________________________________________________
 BL0062  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BL0062
 BL0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0062
 BL0062.The horizontal coordinates were scaled from a topographic map and have
 BL0062.an estimated accuracy of +/- 6 seconds.
 BL0062
 BL0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0062.The vertical order pertains to the NGVD 29 superseded value.
 BL0062
 BL0062.The geoid height was determined by GEOID03.
 BL0062
 BL0062;                    North         East    Units  Estimated Accuracy
 BL0062;SPC TX C     - 3,152,600.    1,263,200.      MT  (+/- 180 meters Scaled)
 BL0062
 BL0062                          SUPERSEDED SURVEY CONTROL
 BL0062
 BL0062  NGVD 29 (??/??/92)  106.384  (m)          349.03   (f) ADJ UNCH    2 0
 BL0062
 BL0062.Superseded values are not recommended for survey control.
 BL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0062.See file dsdata.txt to determine how the superseded data were derived.
 BL0062
 BL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ625203(NAD 83)
 BL0062_MARKER: DB = BENCH MARK DISK
 BL0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0062_STAMPING: N 503 1949
 BL0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0062+STABILITY: SURFACE MOTION
 BL0062
 BL0062  HISTORY     - Date     Condition        Report By
 BL0062  HISTORY     - 1949     MONUMENTED       CGS
 BL0062  HISTORY     - 1963     GOOD             NGS
 BL0062
 BL0062                          STATION DESCRIPTION
 BL0062
 BL0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BL0062'1.0 MI W FROM COLMESNEIL.
 BL0062'0.6 MILE WEST ALONG FARM ROAD NO. 256 FROM THE JUNCTION OF FARM ROAD
 BL0062'256 AND U.S. HIGHWAY 69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG
 BL0062'FARM-TO-MARKET ROAD 2803 AT A Y-JUNCTION OF ROADS, 158.0 FEET
 BL0062'NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING SOUTHWEST, 108.0 FEET
 BL0062'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST AND CURVING TO THE
 BL0062'NORTHWEST, 38.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE L. E.
 BL0062'SMITH FARMHOUSE, AT THE NORTHEAST CORNER OF THE YARD, 1.0 FOOT EAST OF
 BL0062'THE CORNER FENCE POST, 1.5 FEET SOUTHEAST OF A REFERENCE POST, SET IN
 BL0062'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND. NOTE--
 BL0062'THE REFERENCE POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0134 ***********************************************************************
 BL0134  DESIGNATION -  N 504
 BL0134  PID         -  BL0134
 BL0134  STATE/COUNTY-  TX/TYLER
 BL0134  USGS QUAD   -  TOWN BLUFF (1984)
 BL0134
 BL0134                         *CURRENT SURVEY CONTROL
 BL0134  ___________________________________________________________________
 BL0134* NAD 83(1986)-  30 48 51.     (N)    094 12 22.     (W)     SCALED    
 BL0134* NAVD 88     -        63.24   (+/-2cm)     207.5    (feet)  VERTCON   
 BL0134  ___________________________________________________________________
 BL0134  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BL0134
 BL0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0134
 BL0134.The horizontal coordinates were scaled from a topographic map and have
 BL0134.an estimated accuracy of +/- 6 seconds.
 BL0134
 BL0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0134.The vertical order pertains to the NGVD 29 superseded value.
 BL0134
 BL0134.The geoid height was determined by GEOID03.
 BL0134
 BL0134;                    North         East    Units  Estimated Accuracy
 BL0134;SPC TX C     - 3,143,350.    1,285,950.      MT  (+/- 180 meters Scaled)
 BL0134
 BL0134                          SUPERSEDED SURVEY CONTROL
 BL0134
 BL0134  NGVD 29 (??/??/92)   63.238  (m)          207.47   (f) ADJ UNCH    2 0
 BL0134
 BL0134.Superseded values are not recommended for survey control.
 BL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0134.See file dsdata.txt to determine how the superseded data were derived.
 BL0134
 BL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ846096(NAD 83)
 BL0134_MARKER: DB = BENCH MARK DISK
 BL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0134_STAMPING: N 504 1949
 BL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0134+STABILITY: SURFACE MOTION
 BL0134
 BL0134  HISTORY     - Date     Condition        Report By
 BL0134  HISTORY     - 1949     MONUMENTED       CGS
 BL0134
 BL0134                          STATION DESCRIPTION
 BL0134
 BL0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0134'2.25 MI NW FROM TOWN BLUFF.
 BL0134'2.25 MILES NORTHWEST ALONG FARM ROAD NO. 92 FROM THE JUNCTION OF NO.
 BL0134'92 AND OLD STATE HIGHWAY NO. 45 AT TOWN BLUFF, ABOUT 250.0 FEET
 BL0134'SOUTHEAST OF A CHURCH, 109.0 FEET SOUTH OF THE CENTER LINE OF THE
 BL0134'ROAD, 56.5 FEET WEST OF THE NORTHEAST CORNER OF A CEMETERY FENCE, 18.0
 BL0134'FEET EAST OF THE CENTER LINE OF A GATE, 1.1 FEET NORTH OF A FENCE, 1.4
 BL0134'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0134'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0941 ***********************************************************************
 BY0941  DESIGNATION -  N 505
 BY0941  PID         -  BY0941
 BY0941  STATE/COUNTY-  TX/TYLER
 BY0941  USGS QUAD   -  WOLF HILL (1980)
 BY0941
 BY0941                         *CURRENT SURVEY CONTROL
 BY0941  ___________________________________________________________________
 BY0941* NAD 83(1986)-  31 00 53.     (N)    094 33 33.     (W)     SCALED    
 BY0941* NAVD 88     -        61.94   (+/-2cm)     203.2    (feet)  VERTCON   
 BY0941  ___________________________________________________________________
 BY0941  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BY0941
 BY0941  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0941
 BY0941.The horizontal coordinates were scaled from a topographic map and have
 BY0941.an estimated accuracy of +/- 6 seconds.
 BY0941
 BY0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0941.The vertical order pertains to the NGVD 29 superseded value.
 BY0941
 BY0941.The geoid height was determined by GEOID03.
 BY0941
 BY0941;                    North         East    Units  Estimated Accuracy
 BY0941;SPC TX C     - 3,163,740.    1,251,060.      MT  (+/- 180 meters Scaled)
 BY0941
 BY0941                          SUPERSEDED SURVEY CONTROL
 BY0941
 BY0941  NGVD 29 (??/??/92)   61.962  (m)          203.29   (f) ADJ UNCH    2 0
 BY0941
 BY0941.Superseded values are not recommended for survey control.
 BY0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0941.See file dsdata.txt to determine how the superseded data were derived.
 BY0941
 BY0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ511322(NAD 83)
 BY0941_MARKER: DB = BENCH MARK DISK
 BY0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0941_STAMPING: N 505 1949
 BY0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0941+STABILITY: SURFACE MOTION
 BY0941
 BY0941  HISTORY     - Date     Condition        Report By
 BY0941  HISTORY     - 1949     MONUMENTED       CGS
 BY0941
 BY0941                          STATION DESCRIPTION
 BY0941
 BY0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0941'8.20 MI NE FROM CHESTER.
 BY0941'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BY0941'THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.05 MILES
 BY0941'NORTHEAST ALONG A DIRT ROAD, AT THE NORTH END OF A CURVE WITH TANGENTS
 BY0941'LEADING NORTH AND SOUTHWEST, 0.1 MILE SOUTH OF A Y-JUNCTION OF DIRT
 BY0941'ROADS, 21.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 25.5 FEET SOUTH
 BY0941'OF A 12-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE
 BY0941'TREE, 9.0 FEET SOUTHWEST OF A 12-INCH PINE WITH A TRIANGULAR BLAZE ON
 BY0941'THE WEST SIDE OF THE TREE, 32.0 FEET NORTHWEST OF A 12-INCH PINE WITH
 BY0941'A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.1 FEET NORTHWEST OF
 BY0941'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0941'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0681 ***********************************************************************
 BL0681  DESIGNATION -  N 506
 BL0681  PID         -  BL0681
 BL0681  STATE/COUNTY-  TX/TYLER
 BL0681  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL0681
 BL0681                         *CURRENT SURVEY CONTROL
 BL0681  ___________________________________________________________________
 BL0681* NAD 83(1986)-  30 50 12.     (N)    094 30 16.     (W)     SCALED    
 BL0681* NAVD 88     -       116.40   (+/-2cm)     381.9    (feet)  VERTCON   
 BL0681  ___________________________________________________________________
 BL0681  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL0681
 BL0681  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0681
 BL0681.The horizontal coordinates were scaled from a topographic map and have
 BL0681.an estimated accuracy of +/- 6 seconds.
 BL0681
 BL0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0681.The vertical order pertains to the NGVD 29 superseded value.
 BL0681
 BL0681.The geoid height was determined by GEOID03.
 BL0681
 BL0681;                    North         East    Units  Estimated Accuracy
 BL0681;SPC TX C     - 3,144,310.    1,257,310.      MT  (+/- 180 meters Scaled)
 BL0681
 BL0681                          SUPERSEDED SURVEY CONTROL
 BL0681
 BL0681  NGVD 29 (??/??/92)  116.40   (m)          381.9    (f) COMPUTED    2 0
 BL0681
 BL0681.Superseded values are not recommended for survey control.
 BL0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0681.See file dsdata.txt to determine how the superseded data were derived.
 BL0681
 BL0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ561124(NAD 83)
 BL0681_MARKER: DB = BENCH MARK DISK
 BL0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0681_STAMPING: N 506 1949
 BL0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0681+STABILITY: SURFACE MOTION
 BL0681
 BL0681  HISTORY     - Date     Condition        Report By
 BL0681  HISTORY     - 1949     MONUMENTED       CGS
 BL0681
 BL0681                          STATION DESCRIPTION
 BL0681
 BL0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0681'7.0 MI NW FROM WOODVILLE.
 BL0681'7.0 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 287 FROM THE COURT HOUSE
 BL0681'AT WOODVILLE, ABOUT 100.0 FEET WEST OF THE SUMMIT OF A HILL, 49.0 FEET
 BL0681'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30.5 FEET NORTH OF A
 BL0681'POINT IN LINE WITH AN EAST-WEST ROW OF POWER LINE POLES IN A WIDE
 BL0681'CLEARING, 1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 BL0681'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0682 ***********************************************************************
 BL0682  DESIGNATION -  N 506 RESET 1953
 BL0682  PID         -  BL0682
 BL0682  STATE/COUNTY-  TX/TYLER
 BL0682  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL0682
 BL0682                         *CURRENT SURVEY CONTROL
 BL0682  ___________________________________________________________________
 BL0682* NAD 83(1986)-  30 50 11.     (N)    094 30 15.     (W)     SCALED    
 BL0682* NAVD 88     -       115.92   (+/-2cm)     380.3    (feet)  VERTCON   
 BL0682  ___________________________________________________________________
 BL0682  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL0682
 BL0682  VERT ORDER  -  THIRD (See Below)
 BL0682
 BL0682.The horizontal coordinates were scaled from a topographic map and have
 BL0682.an estimated accuracy of +/- 6 seconds.
 BL0682
 BL0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0682.The vertical order pertains to the NGVD 29 superseded value.
 BL0682
 BL0682.The geoid height was determined by GEOID03.
 BL0682
 BL0682;                    North         East    Units  Estimated Accuracy
 BL0682;SPC TX C     - 3,144,280.    1,257,340.      MT  (+/- 180 meters Scaled)
 BL0682
 BL0682                          SUPERSEDED SURVEY CONTROL
 BL0682
 BL0682  NGVD 29 (??/??/??)  115.92   (m)          380.3    (f) RESET       3  
 BL0682
 BL0682.Superseded values are not recommended for survey control.
 BL0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0682.See file dsdata.txt to determine how the superseded data were derived.
 BL0682
 BL0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ561124(NAD 83)
 BL0682_MARKER: DB = BENCH MARK DISK
 BL0682_SETTING: 0 = UNSPECIFIED SETTING
 BL0682_STAMPING: N 506 RESET 1953
 BL0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0682
 BL0682  HISTORY     - Date     Condition        Report By
 BL0682  HISTORY     - 1953     MONUMENTED       TXHD
 BL0682
 BL0682                          STATION DESCRIPTION
 BL0682
 BL0682'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 BL0682'7.0 MI NW FROM WOODVILLE.
 BL0682'7.0 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE COURTHOUSE AT
 BL0682'WOODVILLE, 225 FEET NORTHWEST OF A POWERLINE CROSSING, 100 FEET NORTH
 BL0682'OF A GULF STATES UTILITIES POWER-TRANSMISSION LINE, 60 FEET SOUTH OF
 BL0682'THE CENTERLINE OF THE HIGHWAY, AND 12 FEET NORTH OF AN R.E.A. POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0742 ***********************************************************************
 BL0742  DESIGNATION -  N 507
 BL0742  PID         -  BL0742
 BL0742  STATE/COUNTY-  TX/POLK
 BL0742  USGS QUAD   -  HORTENSE (1984)
 BL0742
 BL0742                         *CURRENT SURVEY CONTROL
 BL0742  ___________________________________________________________________
 BL0742* NAD 83(1986)-  30 51 15.     (N)    094 40 49.     (W)     SCALED    
 BL0742* NAVD 88     -       101.18   (+/-2cm)     332.0    (feet)  VERTCON   
 BL0742  ___________________________________________________________________
 BL0742  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0742
 BL0742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0742
 BL0742.The horizontal coordinates were scaled from a topographic map and have
 BL0742.an estimated accuracy of +/- 6 seconds.
 BL0742
 BL0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0742.The vertical order pertains to the NGVD 29 superseded value.
 BL0742
 BL0742.The geoid height was determined by GEOID03.
 BL0742
 BL0742;                    North         East    Units  Estimated Accuracy
 BL0742;SPC TX C     - 3,145,380.    1,240,420.      MT  (+/- 180 meters Scaled)
 BL0742
 BL0742                          SUPERSEDED SURVEY CONTROL
 BL0742
 BL0742  NGVD 29 (??/??/92)  101.184  (m)          331.97   (f) ADJ UNCH    2 0
 BL0742
 BL0742.Superseded values are not recommended for survey control.
 BL0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0742.See file dsdata.txt to determine how the superseded data were derived.
 BL0742
 BL0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ393146(NAD 83)
 BL0742_MARKER: DB = BENCH MARK DISK
 BL0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0742_STAMPING: N 507 1949
 BL0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0742+STABILITY: SURFACE MOTION
 BL0742
 BL0742  HISTORY     - Date     Condition        Report By
 BL0742  HISTORY     - 1949     MONUMENTED       CGS
 BL0742
 BL0742                          STATION DESCRIPTION
 BL0742
 BL0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0742'8.5 MI SE FROM CAMDEN.
 BL0742'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0742'EXPRESS CO. OFFICE AT CAMDEN, THENCE 3.7 MILES SOUTH ALONG A DIRT
 BL0742'ROAD, THENCE 2.1 MILES NORTHEAST ALONG A ABANDONED ROAD, 0.2 MILE EAST
 BL0742'OF A JUNCTION OF DIRT ROADS AT AN OLD FARMHOUSE SITE, 158.0 FEET WEST
 BL0742'OF THE WEST BANK OF AN OLD BRIDGE SITE OVER BEAR CREEK, 19.0 FEET
 BL0742'SOUTHEAST OF AN 8-INCH OAK WITH A TRIANGULAR BLAZE ON THE NORTH SIDE
 BL0742'OF THE TREE, 25.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10.0 FEET
 BL0742'WEST OF A 20-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF
 BL0742'THE TREE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 BL0742'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 BL0742'MARK IS ALSO 10.65 MILES SOUTHWEST OF THE POST OFFICE AT CHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0298 ***********************************************************************
 BY0298  DESIGNATION -  N 508
 BY0298  PID         -  BY0298
 BY0298  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0298  USGS QUAD   -  CHINQUAPIN (1984)
 BY0298
 BY0298                         *CURRENT SURVEY CONTROL
 BY0298  ___________________________________________________________________
 BY0298* NAD 83(1986)-  31 28 43.     (N)    094 05 58.     (W)     SCALED    
 BY0298* NAVD 88     -        93.91   (+/-2cm)     308.1    (feet)  VERTCON   
 BY0298  ___________________________________________________________________
 BY0298  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY0298
 BY0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0298
 BY0298.The horizontal coordinates were scaled from a topographic map and have
 BY0298.an estimated accuracy of +/- 6 seconds.
 BY0298
 BY0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0298.The vertical order pertains to the NGVD 29 superseded value.
 BY0298
 BY0298.The geoid height was determined by GEOID03.
 BY0298
 BY0298;                    North         East    Units  Estimated Accuracy
 BY0298;SPC TX C     - 3,217,460.    1,292,010.      MT  (+/- 180 meters Scaled)
 BY0298
 BY0298                          SUPERSEDED SURVEY CONTROL
 BY0298
 BY0298  NGVD 29 (??/??/92)   93.931  (m)          308.17   (f) ADJ UNCH    2 0
 BY0298
 BY0298.Superseded values are not recommended for survey control.
 BY0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0298.See file dsdata.txt to determine how the superseded data were derived.
 BY0298
 BY0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ955831(NAD 83)
 BY0298_MARKER: DB = BENCH MARK DISK
 BY0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0298_STAMPING: N 508 1949
 BY0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0298+STABILITY: SURFACE MOTION
 BY0298
 BY0298  HISTORY     - Date     Condition        Report By
 BY0298  HISTORY     - 1949     MONUMENTED       CGS
 BY0298
 BY0298                          STATION DESCRIPTION
 BY0298
 BY0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0298'4.6 MI SE FROM SAN AUGUSTINE.
 BY0298'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURT HOUSE AT
 BY0298'SAN AUGUSTINE, THENCE 1.65 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 BY0298'0.6 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.1 MILES SOUTHEAST
 BY0298'ALONG THE GULF COLORADO AND SANTA FE RAILROAD, 6 RAILS NORTHWEST OF
 BY0298'BRIDGE NO. 116 A, 150.0 FEET NORTHWEST OF MILE POST 116, 52.0 FEET
 BY0298'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 48.0 FEET NORTHEAST OF
 BY0298'THE RIGHT-OF-WAY FENCE, 23.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY0298'ROAD, 1.6 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0298'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0994 ***********************************************************************
 BY0994  DESIGNATION -  N 509
 BY0994  PID         -  BY0994
 BY0994  STATE/COUNTY-  TX/NACOGDOCHES
 BY0994  USGS QUAD   -  BROADDUS (1984)
 BY0994
 BY0994                         *CURRENT SURVEY CONTROL
 BY0994  ___________________________________________________________________
 BY0994* NAD 83(1986)-  31 18 38.     (N)    094 20 21.     (W)     SCALED    
 BY0994* NAVD 88     -        64.25   (+/-2cm)     210.8    (feet)  VERTCON   
 BY0994  ___________________________________________________________________
 BY0994  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0994
 BY0994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0994
 BY0994.The horizontal coordinates were scaled from a topographic map and have
 BY0994.an estimated accuracy of +/- 6 seconds.
 BY0994
 BY0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0994.The vertical order pertains to the NGVD 29 superseded value.
 BY0994
 BY0994.The geoid height was determined by GEOID03.
 BY0994
 BY0994;                    North         East    Units  Estimated Accuracy
 BY0994;SPC TX C     - 3,197,600.    1,270,270.      MT  (+/- 180 meters Scaled)
 BY0994
 BY0994                          SUPERSEDED SURVEY CONTROL
 BY0994
 BY0994  NGVD 29 (??/??/92)   64.278  (m)          210.89   (f) ADJ UNCH    2 0
 BY0994
 BY0994.Superseded values are not recommended for survey control.
 BY0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0994.See file dsdata.txt to determine how the superseded data were derived.
 BY0994
 BY0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ725647(NAD 83)
 BY0994_MARKER: DB = BENCH MARK DISK
 BY0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0994_STAMPING: N 509 1949
 BY0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0994+STABILITY: SURFACE MOTION
 BY0994
 BY0994  HISTORY     - Date     Condition        Report By
 BY0994  HISTORY     - 1949     MONUMENTED       CGS
 BY0994
 BY0994                          STATION DESCRIPTION
 BY0994
 BY0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0994'8.8 MI SE FROM ETOILE.
 BY0994'8.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0994'ETOILE, AT A JUNCTION OF T ROAD LEADING NORTH, IN LINE WITH THE
 BY0994'EXTENDED CENTER LINE OF T ROAD NORTH, 46.0 FEET SOUTH OF THE CENTER
 BY0994'LINE OF THE EAST-WEST ROAD, 23.0 FEET NORTHEAST OF A 30-INCH OAK WITH
 BY0994'A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 1.8 FEET EAST OF A
 BY0994'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 BY0994'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0154 ***********************************************************************
 AM0154  DESIGNATION -  N 51
 AM0154  PID         -  AM0154
 AM0154  STATE/COUNTY-  TX/MATAGORDA
 AM0154  USGS QUAD   -  BAY CITY (1972)
 AM0154
 AM0154                         *CURRENT SURVEY CONTROL
 AM0154  ___________________________________________________________________
 AM0154* NAD 83(1986)-  28 55 54.     (N)    095 56 43.     (W)     SCALED    
 AM0154* NAVD 88     -        10.61   (+/-2cm)      34.8    (feet)  VERTCON   
 AM0154  ___________________________________________________________________
 AM0154  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AM0154
 AM0154  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0154
 AM0154.The horizontal coordinates were scaled from a topographic map and have
 AM0154.an estimated accuracy of +/- 6 seconds.
 AM0154
 AM0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0154.The vertical order pertains to the NGVD 29 superseded value.
 AM0154
 AM0154.The geoid height was determined by GEOID03.
 AM0154
 AM0154;                    North         East    Units  Estimated Accuracy
 AM0154;SPC TXSC     - 4,125,620.      897,780.      MT  (+/- 180 meters Scaled)
 AM0154
 AM0154                          SUPERSEDED SURVEY CONTROL
 AM0154
 AM0154  NGVD 29 (??/??/92)   10.643  (m)           34.92   (f) ADJ UNCH    1 2
 AM0154
 AM0154.Superseded values are not recommended for survey control.
 AM0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0154.See file dsdata.txt to determine how the superseded data were derived.
 AM0154
 AM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN128039(NAD 83)
 AM0154_MARKER: DB = BENCH MARK DISK
 AM0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0154_STAMPING: N 51 1918 ELEV 34.74 FT
 AM0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0154+STABILITY: SURFACE MOTION
 AM0154
 AM0154  HISTORY     - Date     Condition        Report By
 AM0154  HISTORY     - 1918     MONUMENTED       CGS
 AM0154  HISTORY     - 1951     GOOD             NGS
 AM0154  HISTORY     - 1978     POOR             NGS
 AM0154
 AM0154                          STATION DESCRIPTION
 AM0154
 AM0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0154'4.0 MI S FROM BAY CITY.
 AM0154'4.0 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0154'THE CITY WATER TANK AT BAY CITY, 5 POLES NORTH OF MILEPOST 75, 92 FEET
 AM0154'SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 86.7 FEET SOUTH OF
 AM0154'THE CENTER OF A STEEL GATE, 42 FEET WEST OF THE WEST RAIL, 5.6 FEET
 AM0154'EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AM0154'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 AM0154
 AM0154                          STATION RECOVERY (1978)
 AM0154
 AM0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0154'THIS BENCH MARK WAS FOUND LOOSE IN THE GROUND AND ONLY
 AM0154'5-INCHES OF MONUMENT UNDER GROUND. SURFACE NOT FIT FOR
 AM0154'ELEVATIONS, AND INACESSIBLE TO NEW LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0068 ***********************************************************************
 FM0068  DESIGNATION -  N 511
 FM0068  PID         -  FM0068
 FM0068  STATE/COUNTY-  TX/MOORE
 FM0068  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0068
 FM0068                         *CURRENT SURVEY CONTROL
 FM0068  ___________________________________________________________________
 FM0068* NAD 83(1986)-  35 59 48.     (N)    102 06 19.     (W)     SCALED    
 FM0068* NAVD 88     -      1139.509  (meters)    3738.54   (feet)  ADJUSTED  
 FM0068  ___________________________________________________________________
 FM0068  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 FM0068  DYNAMIC HT  -        1138.198 (meters)    3734.24  (feet)  COMP
 FM0068  MODELED GRAV-     979,443.2   (mgal)                       NAVD 88
 FM0068
 FM0068  VERT ORDER  -  SECOND    CLASS 0
 FM0068
 FM0068.The horizontal coordinates were scaled from a topographic map and have
 FM0068.an estimated accuracy of +/- 6 seconds.
 FM0068
 FM0068.The orthometric height was determined by differential leveling
 FM0068.and adjusted by the National Geodetic Survey in June 1991..
 FM0068
 FM0068.The geoid height was determined by GEOID03.
 FM0068
 FM0068.The dynamic height is computed by dividing the NAVD 88
 FM0068.geopotential number by the normal gravity value computed on the
 FM0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0068.degrees latitude (g = 980.6199 gals.).
 FM0068
 FM0068.The modeled gravity was interpolated from observed gravity values.
 FM0068
 FM0068;                    North         East    Units  Estimated Accuracy
 FM0068;SPC TX N     - 1,221,680.      145,430.      MT  (+/- 180 meters Scaled)
 FM0068
 FM0068                          SUPERSEDED SURVEY CONTROL
 FM0068
 FM0068  NGVD 29 (??/??/92) 1138.961  (m)         3736.74   (f) ADJ UNCH    2 0
 FM0068
 FM0068.Superseded values are not recommended for survey control.
 FM0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0068.See file dsdata.txt to determine how the superseded data were derived.
 FM0068
 FM0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV609874(NAD 83)
 FM0068_MARKER: DB = BENCH MARK DISK
 FM0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0068_STAMPING: N 511 1935
 FM0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0068+STABILITY: SURFACE MOTION
 FM0068
 FM0068  HISTORY     - Date     Condition        Report By
 FM0068  HISTORY     - 1935     MONUMENTED       CGS
 FM0068  HISTORY     - 1952     MARK NOT FOUND   NGS
 FM0068
 FM0068                          STATION DESCRIPTION
 FM0068
 FM0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0068'16.6 MI NW FROM DUMAS.
 FM0068'TO REACH FROM DUMAS COURTHOUSE GO 0.4 MILE NORTH, THENCE 7.2 MILES
 FM0068'WEST, THENCE 9.0 MILES NORTH, ALONG GRADED ROADS.  2.0 MILES NORTH OF
 FM0068'ROAD INTERSECTION, ON LEVEL GROUND.  44.7 FEET WEST OF CENTERLINE OF
 FM0068'ROAD, AND 27.6 FEET NORTHWEST OF FENCE CORNER.
 FM0068
 FM0068                          STATION RECOVERY (1952)
 FM0068
 FM0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FM0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0146 ***********************************************************************
 GL0146  DESIGNATION -  N 512
 GL0146  PID         -  GL0146
 GL0146  STATE/COUNTY-  TX/DALLAM
 GL0146  USGS QUAD   -  WILCO (1965)
 GL0146
 GL0146                         *CURRENT SURVEY CONTROL
 GL0146  ___________________________________________________________________
 GL0146* NAD 83(1986)-  36 04 40.     (N)    102 15 10.     (W)     SCALED    
 GL0146* NAVD 88     -      1168.715  (meters)    3834.36   (feet)  POSTED    
 GL0146  ___________________________________________________________________
 GL0146  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 GL0146  DYNAMIC HT  -        1167.370 (meters)    3829.95  (feet)  COMP
 GL0146  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 GL0146
 GL0146  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GL0146
 GL0146.The horizontal coordinates were scaled from a topographic map and have
 GL0146.an estimated accuracy of +/- 6 seconds.
 GL0146
 GL0146.The orthometric height was determined by differential leveling
 GL0146.and adjusted by the National Geodetic Survey in 1992..
 GL0146.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GL0146.rate of 0.0 thru 1.0 mm/km.
 GL0146
 GL0146.The geoid height was determined by GEOID03.
 GL0146
 GL0146.The dynamic height is computed by dividing the NAVD 88
 GL0146.geopotential number by the normal gravity value computed on the
 GL0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0146.degrees latitude (g = 980.6199 gals.).
 GL0146
 GL0146.The modeled gravity was interpolated from observed gravity values.
 GL0146
 GL0146;                    North         East    Units  Estimated Accuracy
 GL0146;SPC TX N     - 1,230,770.      132,200.      MT  (+/- 180 meters Scaled)
 GL0146
 GL0146                          SUPERSEDED SURVEY CONTROL
 GL0146
 GL0146  NGVD 29 (??/??/92) 1168.193  (m)         3832.65   (f) ADJ UNCH    2 0
 GL0146
 GL0146.Superseded values are not recommended for survey control.
 GL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0146.See file dsdata.txt to determine how the superseded data were derived.
 GL0146
 GL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV473960(NAD 83)
 GL0146_MARKER: DB = BENCH MARK DISK
 GL0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0146_STAMPING: N 512 1935
 GL0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0146+STABILITY: SURFACE MOTION
 GL0146
 GL0146  HISTORY     - Date     Condition        Report By
 GL0146  HISTORY     - 1935     MONUMENTED       CGS
 GL0146  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0146
 GL0146                          STATION DESCRIPTION
 GL0146
 GL0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0146'12.7 MI S FROM CONLEN.
 GL0146'12.7 MILES SOUTH OF POST OFFICE BY ROADS.  TO REACH FROM CONLEN POST
 GL0146'OFFICE GO 8.9 MILES SOUTH, THENCE 0.6 MILES WEST, THENCE 1.2 MILES
 GL0146'SOUTH, ALONG GRADED ROADS.  0.7 MILE NORTH OF ROAD JUNCTION, AND 0.3
 GL0146'MILE WEST OF RANCH HOUSE.  40.3 FEET WEST OF CENTERLINE OF ROAD, AND
 GL0146'3.4 FEET EAST OF FENCE.  NOTE-- MAY BE COVERED WITH DRIFTED SAND.
 GL0146
 GL0146                          STATION RECOVERY (1952)
 GL0146
 GL0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0788 ***********************************************************************
 GK0788  DESIGNATION -  N 513
 GK0788  PID         -  GK0788
 GK0788  STATE/COUNTY-  TX/MOORE
 GK0788  USGS QUAD   -  CACTUS EAST (1963)
 GK0788
 GK0788                         *CURRENT SURVEY CONTROL
 GK0788  ___________________________________________________________________
 GK0788* NAD 83(1986)-  36 01 26.     (N)    101 59 45.     (W)     SCALED    
 GK0788* NAVD 88     -      1102.903  (meters)    3618.44   (feet)  ADJUSTED  
 GK0788  ___________________________________________________________________
 GK0788  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 GK0788  DYNAMIC HT  -        1101.643 (meters)    3614.31  (feet)  COMP
 GK0788  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 GK0788
 GK0788  VERT ORDER  -  SECOND    CLASS 0
 GK0788
 GK0788.The horizontal coordinates were scaled from a topographic map and have
 GK0788.an estimated accuracy of +/- 6 seconds.
 GK0788
 GK0788.The orthometric height was determined by differential leveling
 GK0788.and adjusted by the National Geodetic Survey in June 1991..
 GK0788
 GK0788.The geoid height was determined by GEOID03.
 GK0788
 GK0788.The dynamic height is computed by dividing the NAVD 88
 GK0788.geopotential number by the normal gravity value computed on the
 GK0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0788.degrees latitude (g = 980.6199 gals.).
 GK0788
 GK0788.The modeled gravity was interpolated from observed gravity values.
 GK0788
 GK0788;                    North         East    Units  Estimated Accuracy
 GK0788;SPC TX N     - 1,224,640.      155,310.      MT  (+/- 180 meters Scaled)
 GK0788
 GK0788                          SUPERSEDED SURVEY CONTROL
 GK0788
 GK0788  NGVD 29 (??/??/92) 1102.38   (m)         3616.7    (f) COMPUTED    2 0
 GK0788
 GK0788.Superseded values are not recommended for survey control.
 GK0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0788.See file dsdata.txt to determine how the superseded data were derived.
 GK0788
 GK0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE300907(NAD 83)
 GK0788_MARKER: DB = BENCH MARK DISK
 GK0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0788_STAMPING: N 513 1935
 GK0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0788+STABILITY: SURFACE MOTION
 GK0788
 GK0788  HISTORY     - Date     Condition        Report By
 GK0788  HISTORY     - 1935     MONUMENTED       CGS
 GK0788  HISTORY     - 1943     GOOD             NGS
 GK0788  HISTORY     - 1963     MARK NOT FOUND   USGS
 GK0788
 GK0788                          STATION DESCRIPTION
 GK0788
 GK0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0788'IN ETTER.
 GK0788'AT ETTER, BY THE NORTHEAST CORNER OF A TRAIN COACH USED AS A STATION.
 GK0788'14.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE STATION, 12 FEET
 GK0788'WEST OF A POWER-LINE POLE BY THE NORTHEAST CORNER OF THE TRAIN COACH,
 GK0788'7.4 FEET NORTH OF THE STATION, 4.0 FEET WEST OF THE REFERENCE POST.
 GK0788'NOTE-- THE TRAIN COACH HAS BEEN REMOVED AND A NEW STATION BUILT.
 GK0788
 GK0788                          STATION RECOVERY (1963)
 GK0788
 GK0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GK0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0148 ***********************************************************************
 GK0148  DESIGNATION -  N 515
 GK0148  PID         -  GK0148
 GK0148  STATE/COUNTY-  TX/OCHILTREE
 GK0148  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK0148
 GK0148                         *CURRENT SURVEY CONTROL
 GK0148  ___________________________________________________________________
 GK0148* NAD 83(1986)-  36 11 15.     (N)    100 52 20.     (W)     SCALED    
 GK0148* NAVD 88     -       912.644  (meters)    2994.23   (feet)  ADJUSTED  
 GK0148  ___________________________________________________________________
 GK0148  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GK0148  DYNAMIC HT  -         911.671 (meters)    2991.04  (feet)  COMP
 GK0148  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 GK0148
 GK0148  VERT ORDER  -  SECOND    CLASS 0
 GK0148
 GK0148.The horizontal coordinates were scaled from a topographic map and have
 GK0148.an estimated accuracy of +/- 6 seconds.
 GK0148
 GK0148.The orthometric height was determined by differential leveling
 GK0148.and adjusted by the National Geodetic Survey in June 1991..
 GK0148.WARNING-Repeat measurements at this control monument indicate possible
 GK0148.vertical movement.
 GK0148
 GK0148.The geoid height was determined by GEOID03.
 GK0148
 GK0148.The dynamic height is computed by dividing the NAVD 88
 GK0148.geopotential number by the normal gravity value computed on the
 GK0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0148.degrees latitude (g = 980.6199 gals.).
 GK0148
 GK0148.The modeled gravity was interpolated from observed gravity values.
 GK0148
 GK0148;                    North         East    Units  Estimated Accuracy
 GK0148;SPC TX N     - 1,242,860.      256,470.      MT  (+/- 180 meters Scaled)
 GK0148
 GK0148                          SUPERSEDED SURVEY CONTROL
 GK0148
 GK0148  NGVD 29 (??/??/92)  912.254  (m)         2992.95   (f) ADJ UNCH    2 0
 GK0148
 GK0148.Superseded values are not recommended for survey control.
 GK0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0148.See file dsdata.txt to determine how the superseded data were derived.
 GK0148
 GK0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF316063(NAD 83)
 GK0148_MARKER: DB = BENCH MARK DISK
 GK0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0148_STAMPING: N 515 1935
 GK0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0148+STABILITY: SURFACE MOTION
 GK0148
 GK0148  HISTORY     - Date     Condition        Report By
 GK0148  HISTORY     - 1935     MONUMENTED       CGS
 GK0148  HISTORY     - 1973     GOOD             USGS
 GK0148
 GK0148                          STATION DESCRIPTION
 GK0148
 GK0148'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0148'4.9 MI NW FROM BULER.
 GK0148'JCT. STATE HWY 70 AND FARM ROAD 759, 2.85 MI. WEST ALONG FARM ROAD
 GK0148'759, 0.15 MI. EAST OF A COUNTY ROAD LEADING SOUTH, AT THE EAST END OF
 GK0148'A SMALL FILL, 42 FT. SOUTH OF THE CENTERLINE OF THE HWY, PROJECTING
 GK0148'0.5 FT., A STANDARD DISK, STAMPED N 515 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1515 ***********************************************************************
 FL1515  DESIGNATION -  N 516
 FL1515  PID         -  FL1515
 FL1515  STATE/COUNTY-  TX/MOORE
 FL1515  USGS QUAD   -  DUMAS NORTH (1965)
 FL1515
 FL1515                         *CURRENT SURVEY CONTROL
 FL1515  ___________________________________________________________________
 FL1515* NAD 83(1986)-  35 54 52.     (N)    101 58 52.     (W)     SCALED    
 FL1515* NAVD 88     -      1108.419  (meters)    3636.54   (feet)  ADJUSTED  
 FL1515  ___________________________________________________________________
 FL1515  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL1515  DYNAMIC HT  -        1107.140 (meters)    3632.34  (feet)  COMP
 FL1515  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 FL1515
 FL1515  VERT ORDER  -  SECOND    CLASS 0
 FL1515
 FL1515.The horizontal coordinates were scaled from a topographic map and have
 FL1515.an estimated accuracy of +/- 6 seconds.
 FL1515
 FL1515.The orthometric height was determined by differential leveling
 FL1515.and adjusted by the National Geodetic Survey in June 1991..
 FL1515
 FL1515.The geoid height was determined by GEOID03.
 FL1515
 FL1515.The dynamic height is computed by dividing the NAVD 88
 FL1515.geopotential number by the normal gravity value computed on the
 FL1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1515.degrees latitude (g = 980.6199 gals.).
 FL1515
 FL1515.The modeled gravity was interpolated from observed gravity values.
 FL1515
 FL1515;                    North         East    Units  Estimated Accuracy
 FL1515;SPC TX N     - 1,212,490.      156,580.      MT  (+/- 180 meters Scaled)
 FL1515
 FL1515                          SUPERSEDED SURVEY CONTROL
 FL1515
 FL1515  NGVD 29 (??/??/92) 1107.874  (m)         3634.75   (f) ADJ UNCH    2 0
 FL1515
 FL1515.Superseded values are not recommended for survey control.
 FL1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1515.See file dsdata.txt to determine how the superseded data were derived.
 FL1515
 FL1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE309785(NAD 83)
 FL1515_MARKER: DB = BENCH MARK DISK
 FL1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1515_STAMPING: N 516 1935
 FL1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1515+STABILITY: SURFACE MOTION
 FL1515
 FL1515  HISTORY     - Date     Condition        Report By
 FL1515  HISTORY     - 1935     MONUMENTED       CGS
 FL1515  HISTORY     - 1962     GOOD             USGS
 FL1515
 FL1515                          STATION DESCRIPTION
 FL1515
 FL1515'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FL1515'3.7 MI N FROM DUMAS.
 FL1515'3.7 MILES NORTH ALONG THE PANHANDLE AND SANTE FE RAILWAY FROM THE
 FL1515'STATION AT DUMAS, MOORE COUNTY, NEAR MILEPOST 56, 205 FEET SOUTH OF A
 FL1515'SMALL CONCRETE CULVERT UNDER U.S. HIGHWAY 287, 95 FEET EAST OF THE
 FL1515'EAST RAIL OF THE MAIN TRACK, 51.6 FEET WEST OF THE CENTER LINE OF THE
 FL1515'HIGHWAY.  A STANDARD DISK, STAMPED N 516 1935 AND SET IN TOP OF A
 FL1515'CONCRETE POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0350 ***********************************************************************
 GK0350  DESIGNATION -  N 518
 GK0350  PID         -  GK0350
 GK0350  STATE/COUNTY-  TX/HUTCHINSON
 GK0350  USGS QUAD   -  HOLT (1974)
 GK0350
 GK0350                         *CURRENT SURVEY CONTROL
 GK0350  ___________________________________________________________________
 GK0350* NAD 83(1986)-  36 02 19.     (N)    101 11 55.     (W)     SCALED    
 GK0350* NAVD 88     -       965.794  (meters)    3168.61   (feet)  ADJUSTED  
 GK0350  ___________________________________________________________________
 GK0350  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 GK0350  DYNAMIC HT  -         964.732 (meters)    3165.12  (feet)  COMP
 GK0350  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 GK0350
 GK0350  VERT ORDER  -  SECOND    CLASS 0
 GK0350
 GK0350.The horizontal coordinates were scaled from a topographic map and have
 GK0350.an estimated accuracy of +/- 6 seconds.
 GK0350
 GK0350.The orthometric height was determined by differential leveling
 GK0350.and adjusted by the National Geodetic Survey in June 1991..
 GK0350
 GK0350.The geoid height was determined by GEOID03.
 GK0350
 GK0350.The dynamic height is computed by dividing the NAVD 88
 GK0350.geopotential number by the normal gravity value computed on the
 GK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0350.degrees latitude (g = 980.6199 gals.).
 GK0350
 GK0350.The modeled gravity was interpolated from observed gravity values.
 GK0350
 GK0350;                    North         East    Units  Estimated Accuracy
 GK0350;SPC TX N     - 1,226,200.      227,160.      MT  (+/- 180 meters Scaled)
 GK0350
 GK0350                          SUPERSEDED SURVEY CONTROL
 GK0350
 GK0350  NGVD 29 (??/??/92)  965.346  (m)         3167.14   (f) ADJ UNCH    2 0
 GK0350
 GK0350.Superseded values are not recommended for survey control.
 GK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0350.See file dsdata.txt to determine how the superseded data were derived.
 GK0350
 GK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE019904(NAD 83)
 GK0350_MARKER: DB = BENCH MARK DISK
 GK0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0350_STAMPING: N 518 1935
 GK0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0350+STABILITY: SURFACE MOTION
 GK0350
 GK0350  HISTORY     - Date     Condition        Report By
 GK0350  HISTORY     - 1935     MONUMENTED       CGS
 GK0350  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0350
 GK0350                          STATION DESCRIPTION
 GK0350
 GK0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0350'11.5 MI S FROM SPEARMAN.
 GK0350'IN HUTCHINSON COUNTY, 11.5 MILES SOUTH OF SPEARMAN, HANSFORD COUNTY.
 GK0350'THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING 5
 GK0350'BLOCKS WEST ALONG STATE HIGHWAY 282, THENCE 11.2 MILES SOUTH ALONG A
 GK0350'GRADED ROAD.  0.5 MILE NORTHWEST OF A SMALL YELLOW RANCH HOUSE, 100
 GK0350'FEET NORTHWEST OF A ROAD INTERSECTION, 37 FEET NORTH OF THE CENTERLINE
 GK0350'OF THE EAST-AND-WEST ROAD, AND 2.3 FEET NORTH OF THE RIGHT-OF-WAY
 GK0350'FENCE.  A STANDARD DISK, STAMPED N 518 1935 AND SET IN THE TOP OF A
 GK0350'CONCRETE POST.
 GK0350
 GK0350                          STATION RECOVERY (1973)
 GK0350
 GK0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0398 ***********************************************************************
 GK0398  DESIGNATION -  N 519
 GK0398  PID         -  GK0398
 GK0398  STATE/COUNTY-  TX/HANSFORD
 GK0398  USGS QUAD   -  SPEARMAN (1974)
 GK0398
 GK0398                         *CURRENT SURVEY CONTROL
 GK0398  ___________________________________________________________________
 GK0398* NAD 83(1986)-  36 08 58.     (N)    101 13 55.     (W)     SCALED    
 GK0398* NAVD 88     -       956.411  (meters)    3137.83   (feet)  ADJUSTED  
 GK0398  ___________________________________________________________________
 GK0398  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GK0398  DYNAMIC HT  -         955.372 (meters)    3134.42  (feet)  COMP
 GK0398  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 GK0398
 GK0398  VERT ORDER  -  SECOND    CLASS 0
 GK0398
 GK0398.The horizontal coordinates were scaled from a topographic map and have
 GK0398.an estimated accuracy of +/- 6 seconds.
 GK0398
 GK0398.The orthometric height was determined by differential leveling
 GK0398.and adjusted by the National Geodetic Survey in June 1991..
 GK0398
 GK0398.The geoid height was determined by GEOID03.
 GK0398
 GK0398.The dynamic height is computed by dividing the NAVD 88
 GK0398.geopotential number by the normal gravity value computed on the
 GK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0398.degrees latitude (g = 980.6199 gals.).
 GK0398
 GK0398.The modeled gravity was interpolated from observed gravity values.
 GK0398
 GK0398;                    North         East    Units  Estimated Accuracy
 GK0398;SPC TX N     - 1,238,490.      224,120.      MT  (+/- 180 meters Scaled)
 GK0398
 GK0398                          SUPERSEDED SURVEY CONTROL
 GK0398
 GK0398  NGVD 29 (??/??/92)  955.971  (m)         3136.38   (f) ADJ UNCH    2 0
 GK0398
 GK0398.Superseded values are not recommended for survey control.
 GK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0398.See file dsdata.txt to determine how the superseded data were derived.
 GK0398
 GK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF992028(NAD 83)
 GK0398_MARKER: DB = BENCH MARK DISK
 GK0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0398_STAMPING: N 519 1935
 GK0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0398+STABILITY: SURFACE MOTION
 GK0398
 GK0398  HISTORY     - Date     Condition        Report By
 GK0398  HISTORY     - 1935     MONUMENTED       CGS
 GK0398  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0398
 GK0398                          STATION DESCRIPTION
 GK0398
 GK0398'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GK0398'3.3 MI SW FROM SPEARMAN.
 GK0398'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 117 FROM THE COUNTY COURTHOUSE
 GK0398'AT SPEARMAN, 0.2 MILE NORTHEAST OF A SMALL RANCH HOUSE, AND 84 FEET
 GK0398'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N
 GK0398'519 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1203 ***********************************************************************
 AY1203  DESIGNATION -  N 520
 AY1203  PID         -  AY1203
 AY1203  STATE/COUNTY-  TX/MEDINA
 AY1203  USGS QUAD   -  TWIN HOLLOW (1969)
 AY1203
 AY1203                         *CURRENT SURVEY CONTROL
 AY1203  ___________________________________________________________________
 AY1203* NAD 83(1986)-  29 30 05.     (N)    099 12 07.     (W)     SCALED    
 AY1203* NAVD 88     -       331.514  (meters)    1087.64   (feet)  POSTED    
 AY1203  ___________________________________________________________________
 AY1203  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AY1203  DYNAMIC HT  -         331.030 (meters)    1086.05  (feet)  COMP
 AY1203  MODELED GRAV-     979,163.9   (mgal)                       NAVD 88
 AY1203
 AY1203  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1203
 AY1203.The horizontal coordinates were scaled from a topographic map and have
 AY1203.an estimated accuracy of +/- 6 seconds.
 AY1203
 AY1203.The orthometric height was determined by differential leveling
 AY1203.and adjusted by the National Geodetic Survey in 1992..
 AY1203.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1203.rate of 0.0 thru 1.0 mm/km.
 AY1203
 AY1203.The geoid height was determined by GEOID03.
 AY1203
 AY1203.The dynamic height is computed by dividing the NAVD 88
 AY1203.geopotential number by the normal gravity value computed on the
 AY1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1203.degrees latitude (g = 980.6199 gals.).
 AY1203
 AY1203.The modeled gravity was interpolated from observed gravity values.
 AY1203
 AY1203;                    North         East    Units  Estimated Accuracy
 AY1203;SPC TXSC     - 4,184,880.      580,420.      MT  (+/- 180 meters Scaled)
 AY1203
 AY1203                          SUPERSEDED SURVEY CONTROL
 AY1203
 AY1203  NGVD 29 (??/??/92)  331.374  (m)         1087.18   (f) ADJ UNCH    2 0
 AY1203
 AY1203.Superseded values are not recommended for survey control.
 AY1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1203.See file dsdata.txt to determine how the superseded data were derived.
 AY1203
 AY1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT804635(NAD 83)
 AY1203_MARKER: DB = BENCH MARK DISK
 AY1203_SETTING: 66 = SET IN ROCK OUTCROP
 AY1203_SP_SET: OUTCROP
 AY1203_STAMPING: N 520 1953
 AY1203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1203+STABILITY: POSITION/ELEVATION WELL
 AY1203
 AY1203  HISTORY     - Date     Condition        Report By
 AY1203  HISTORY     - 1953     MONUMENTED       CGS
 AY1203  HISTORY     - 1968     GOOD             USGS
 AY1203  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1203  HISTORY     - 19950518 MARK NOT FOUND   USPSQD
 AY1203  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1203  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AY1203
 AY1203                          STATION DESCRIPTION
 AY1203
 AY1203'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AY1203'12.9 MI SE FROM TARPLEY.
 AY1203'12.9 MILES SOUTHEAST ALONG FARM ROAD 462 FROM THE POST OFFICE AT
 AY1203'TARPLEY, OPPOSITE THE OUTSIDE OF A CURVE IN FARM ROAD 462, 172 FEET
 AY1203'NORTHEAST OF THE FARM ROAD CENTERLINE, 169 FEET NE OF THE CENTER LINE
 AY1203'OF THE OLD ROAD BEND AND DRIVE NORTHEAST, AND 41 FEET SOUTHEAST OF THE
 AY1203'CENTER LINE OF THE DRIVEWAY.  A STANDARD DISK SET IN ROCK OUTCROP,
 AY1203'NEAR THE WEST CENTER, AND WHICH PROJECTS ABOUT 3-4 FEET ABOVE THE
 AY1203'GROUND TO THE WEST.  NOTE-- THE ROCK OUTCROP IS GENERALLY FLAT AND
 AY1203'ABOUT 12 FT X 15 FT IN SIZE.
 AY1203
 AY1203                          STATION RECOVERY (1995)
 AY1203
 AY1203'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1203'MARK NOT FOUND.
 AY1203
 AY1203                          STATION RECOVERY (1995)
 AY1203
 AY1203'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1203'MARK NOT FOUND.
 AY1203
 AY1203                          STATION RECOVERY (2001)
 AY1203
 AY1203'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1203'MARK NOT FOUND.
 AY1203
 AY1203                          STATION RECOVERY (2004)
 AY1203
 AY1203'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0818 ***********************************************************************
 AY0818  DESIGNATION -  N 524
 AY0818  PID         -  AY0818
 AY0818  STATE/COUNTY-  TX/BEXAR
 AY0818  USGS QUAD   -  TERRELL WELLS (1992)
 AY0818
 AY0818                         *CURRENT SURVEY CONTROL
 AY0818  ___________________________________________________________________
 AY0818* NAD 83(1986)-  29 19 30.     (N)    098 36 20.     (W)     SCALED    
 AY0818* NAVD 88     -       197.702  (meters)     648.63   (feet)  ADJUSTED  
 AY0818  ___________________________________________________________________
 AY0818  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AY0818  DYNAMIC HT  -         197.417 (meters)     647.69  (feet)  COMP
 AY0818  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 AY0818
 AY0818  VERT ORDER  -  FIRST     CLASS II
 AY0818
 AY0818.The horizontal coordinates were scaled from a topographic map and have
 AY0818.an estimated accuracy of +/- 6 seconds.
 AY0818
 AY0818.The orthometric height was determined by differential leveling
 AY0818.and adjusted by the National Geodetic Survey in June 1991..
 AY0818
 AY0818.The geoid height was determined by GEOID03.
 AY0818
 AY0818.The dynamic height is computed by dividing the NAVD 88
 AY0818.geopotential number by the normal gravity value computed on the
 AY0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0818.degrees latitude (g = 980.6199 gals.).
 AY0818
 AY0818.The modeled gravity was interpolated from observed gravity values.
 AY0818
 AY0818;                    North         East    Units  Estimated Accuracy
 AY0818;SPC TXSC     - 4,165,380.      638,310.      MT  (+/- 180 meters Scaled)
 AY0818
 AY0818                          SUPERSEDED SURVEY CONTROL
 AY0818
 AY0818  NGVD 29 (??/??/92)  197.601  (m)          648.30   (f) ADJ UNCH    1 2
 AY0818
 AY0818.Superseded values are not recommended for survey control.
 AY0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0818.See file dsdata.txt to determine how the superseded data were derived.
 AY0818
 AY0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT382440(NAD 83)
 AY0818_MARKER: DB = BENCH MARK DISK
 AY0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0818_STAMPING: N 524 1953
 AY0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0818+STABILITY: SURFACE MOTION
 AY0818
 AY0818  HISTORY     - Date     Condition        Report By
 AY0818  HISTORY     - 1953     MONUMENTED       CGS
 AY0818  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0818
 AY0818                          STATION DESCRIPTION
 AY0818
 AY0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0818'3.35 MI SW FROM SAN ANTONIO.
 AY0818'3.35 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0818'RAILROAD FROM THE OVERPASS ON LOOP 13 (MILITARY DRIVE) AT SAN ANTONIO,
 AY0818'38 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 38 FEET NORTHWEST OF THE
 AY0818'CENTER LINE OF QUINTANA ROAD, 7 FEET SOUTHWEST OF A TELEGRAPH POLE, 10
 AY0818'FEET NORTHWEST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN
 AY0818'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0818
 AY0818                          STATION RECOVERY (1999)
 AY0818
 AY0818'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0639 ***********************************************************************
 AY0639  DESIGNATION -  N 525
 AY0639  PID         -  AY0639
 AY0639  STATE/COUNTY-  TX/BEXAR
 AY0639  USGS QUAD   -  CULEBRA HILL (1993)
 AY0639
 AY0639                         *CURRENT SURVEY CONTROL
 AY0639  ___________________________________________________________________
 AY0639* NAD 83(1986)-  29 28 39.     (N)    098 41 54.     (W)     SCALED    
 AY0639* NAVD 88     -       284.735  (meters)     934.17   (feet)  POSTED    
 AY0639  ___________________________________________________________________
 AY0639  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AY0639  DYNAMIC HT  -         284.320 (meters)     932.81  (feet)  COMP
 AY0639  MODELED GRAV-     979,177.9   (mgal)                       NAVD 88
 AY0639
 AY0639  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0639
 AY0639.The horizontal coordinates were scaled from a topographic map and have
 AY0639.an estimated accuracy of +/- 6 seconds.
 AY0639
 AY0639.The orthometric height was determined by differential leveling
 AY0639.and adjusted by the National Geodetic Survey in 1992..
 AY0639.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0639.rate of 0.0 thru 1.0 mm/km.
 AY0639
 AY0639.The geoid height was determined by GEOID03.
 AY0639
 AY0639.The dynamic height is computed by dividing the NAVD 88
 AY0639.geopotential number by the normal gravity value computed on the
 AY0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0639.degrees latitude (g = 980.6199 gals.).
 AY0639
 AY0639.The modeled gravity was interpolated from observed gravity values.
 AY0639
 AY0639;                    North         East    Units  Estimated Accuracy
 AY0639;SPC TXSC     - 4,182,260.      629,250.      MT  (+/- 180 meters Scaled)
 AY0639
 AY0639                          SUPERSEDED SURVEY CONTROL
 AY0639
 AY0639  NGVD 29 (??/??/92)  284.619  (m)          933.79   (f) ADJ UNCH    1 2
 AY0639
 AY0639.Superseded values are not recommended for survey control.
 AY0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0639.See file dsdata.txt to determine how the superseded data were derived.
 AY0639
 AY0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT292609(NAD 83)
 AY0639_MARKER: DB = BENCH MARK DISK
 AY0639_SETTING: 66 = SET IN ROCK OUTCROP
 AY0639_SP_SET: ROCK OUTCROP
 AY0639_STAMPING: N 525 1953
 AY0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0639+STABILITY: POSITION/ELEVATION WELL
 AY0639
 AY0639  HISTORY     - Date     Condition        Report By
 AY0639  HISTORY     - 1953     MONUMENTED       CGS
 AY0639  HISTORY     - 1957     GOOD             DOD
 AY0639  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0639
 AY0639                          STATION DESCRIPTION
 AY0639
 AY0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0639'6.0 MI NW FROM SAN ANTONIO.
 AY0639'3.0 MILES WEST ALONG POTRANCO ROAD FROM ITS JUNCTION WITH CULEBRA ROAD
 AY0639'AT SAN ANTONIO, THENCE 3.0 MILES NORTHWEST ALONG RODGERS ROAD, 85 FEET
 AY0639'NORTHEAST OF THE CENTER LINE OF THE ROAD, 70 FEET NORTHEAST OF A
 AY0639'FENCE, 70 FEET NORTHEAST OF A WITNESS POST, FLUSH WITH THE GROUND, SET
 AY0639'IN THE TOP OF A LARGE FLAT LIMESTONE OUTCROP.
 AY0639
 AY0639                          STATION RECOVERY (1957)
 AY0639
 AY0639'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0639'RECOVERED IN GOOD CONDITION.
 AY0639
 AY0639                          STATION RECOVERY (1999)
 AY0639
 AY0639'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0196 ***********************************************************************
 GK0196  DESIGNATION -  N 527
 GK0196  PID         -  GK0196
 GK0196  STATE/COUNTY-  TX/ROBERTS
 GK0196  USGS QUAD   -  SOURDOUGH CREEK (1973)
 GK0196
 GK0196                         *CURRENT SURVEY CONTROL
 GK0196  ___________________________________________________________________
 GK0196* NAD 83(1986)-  36 02 28.     (N)    100 47 26.     (W)     SCALED    
 GK0196* NAVD 88     -       894.442  (meters)    2934.52   (feet)  ADJUSTED  
 GK0196  ___________________________________________________________________
 GK0196  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GK0196  DYNAMIC HT  -         893.485 (meters)    2931.38  (feet)  COMP
 GK0196  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 GK0196
 GK0196  VERT ORDER  -  SECOND    CLASS 0
 GK0196
 GK0196.The horizontal coordinates were scaled from a topographic map and have
 GK0196.an estimated accuracy of +/- 6 seconds.
 GK0196
 GK0196.The orthometric height was determined by differential leveling
 GK0196.and adjusted by the National Geodetic Survey in June 1991..
 GK0196
 GK0196.The geoid height was determined by GEOID03.
 GK0196
 GK0196.The dynamic height is computed by dividing the NAVD 88
 GK0196.geopotential number by the normal gravity value computed on the
 GK0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0196.degrees latitude (g = 980.6199 gals.).
 GK0196
 GK0196.The modeled gravity was interpolated from observed gravity values.
 GK0196
 GK0196;                    North         East    Units  Estimated Accuracy
 GK0196;SPC TX N     - 1,226,670.      263,930.      MT  (+/- 180 meters Scaled)
 GK0196
 GK0196                          SUPERSEDED SURVEY CONTROL
 GK0196
 GK0196  NGVD 29 (??/??/92)  894.064  (m)         2933.28   (f) ADJ UNCH    2 0
 GK0196
 GK0196.Superseded values are not recommended for survey control.
 GK0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0196.See file dsdata.txt to determine how the superseded data were derived.
 GK0196
 GK0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE386899(NAD 83)
 GK0196_MARKER: DB = BENCH MARK DISK
 GK0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0196_STAMPING: N 527 1935
 GK0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0196+STABILITY: SURFACE MOTION
 GK0196
 GK0196  HISTORY     - Date     Condition        Report By
 GK0196  HISTORY     - 1935     MONUMENTED       CGS
 GK0196  HISTORY     - 1973     GOOD             USGS
 GK0196
 GK0196                          STATION DESCRIPTION
 GK0196
 GK0196'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0196'4.5 MI SE FROM BULER.
 GK0196'JCT STATE HWY 70 AND FARM RD. 281, 0.37 MI. EAST ALONG FARM RD. 281,
 GK0196'THENCE 3.9 MI. SOUTH ALONG A DIRT RD., THENCE 0.75 MI. SE. ALONG A
 GK0196'DIRT RD. FROM A RD FORK. 70 FT. SOUTH OF A FENCE CORNER, 32 FT. WEST
 GK0196'OF THE CENTERLINE OF THE RD., PROJECTING 0.4 FT., A STANDARD TABLET
 GK0196'SET IN THE TOP OF A CONCRETE POST STAMPED N 527 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1291 ***********************************************************************
 FL1291  DESIGNATION -  N 528
 FL1291  PID         -  FL1291
 FL1291  STATE/COUNTY-  TX/POTTER
 FL1291  USGS QUAD   -  AMARILLO WEST (1973)
 FL1291
 FL1291                         *CURRENT SURVEY CONTROL
 FL1291  ___________________________________________________________________
 FL1291* NAD 83(1986)-  35 13 40.     (N)    101 56 17.     (W)     SCALED    
 FL1291* NAVD 88     -      1111.883  (meters)    3647.90   (feet)  ADJUSTED  
 FL1291  ___________________________________________________________________
 FL1291  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FL1291  DYNAMIC HT  -        1110.562 (meters)    3643.57  (feet)  COMP
 FL1291  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 FL1291
 FL1291  VERT ORDER  -  SECOND    CLASS 0
 FL1291
 FL1291.The horizontal coordinates were scaled from a topographic map and have
 FL1291.an estimated accuracy of +/- 6 seconds.
 FL1291
 FL1291.The orthometric height was determined by differential leveling
 FL1291.and adjusted by the National Geodetic Survey in June 1991..
 FL1291
 FL1291.The geoid height was determined by GEOID03.
 FL1291
 FL1291.The dynamic height is computed by dividing the NAVD 88
 FL1291.geopotential number by the normal gravity value computed on the
 FL1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1291.degrees latitude (g = 980.6199 gals.).
 FL1291
 FL1291.The modeled gravity was interpolated from observed gravity values.
 FL1291
 FL1291;                    North         East    Units  Estimated Accuracy
 FL1291;SPC TX N     - 1,136,290.      160,130.      MT  (+/- 180 meters Scaled)
 FL1291
 FL1291                          SUPERSEDED SURVEY CONTROL
 FL1291
 FL1291  NGVD 29 (??/??/92) 1111.382  (m)         3646.26   (f) ADJ UNCH    2 0
 FL1291
 FL1291.Superseded values are not recommended for survey control.
 FL1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1291.See file dsdata.txt to determine how the superseded data were derived.
 FL1291
 FL1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE326022(NAD 83)
 FL1291_MARKER: DB = BENCH MARK DISK
 FL1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1291_STAMPING: N 528 1935
 FL1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1291+STABILITY: SURFACE MOTION
 FL1291
 FL1291  HISTORY     - Date     Condition        Report By
 FL1291  HISTORY     - 1935     MONUMENTED       CGS
 FL1291  HISTORY     - 1943     GOOD             NGS
 FL1291
 FL1291                          STATION DESCRIPTION
 FL1291
 FL1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1291'9.55 MI NE FROM BUSHLAND.
 FL1291'TO REACH FROM BUSHLAND POST OFFICE GO 7 MILES EAST ALONG U.S. HIGHWAY
 FL1291'NO. 66, THENCE 2.55 MILES NORTH ALONG GRADED ROAD.  1.8 MILES SOUTH OF
 FL1291'JUNCTION WITH EAST AND WEST GRADED ROAD LEADING TO AMARILLO, TEXAS.
 FL1291'ALSO 1.8 MILES SOUTH OF SMALL ARTIFICIAL LAKE.  ON TOP OF HIGH RIDGE,
 FL1291'25 FEET WEST OF CENTERLINE OF ROAD, 1.3 FEET WEST OF WEST RIGHT OF WAY
 FL1291'FENCE.
 FL1291
 FL1291                          STATION RECOVERY (1943)
 FL1291
 FL1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0707 ***********************************************************************
 FL0707  DESIGNATION -  N 529
 FL0707  PID         -  FL0707
 FL0707  STATE/COUNTY-  TX/HUTCHINSON
 FL0707  USGS QUAD   -  PLEMONS (1978)
 FL0707
 FL0707                         *CURRENT SURVEY CONTROL
 FL0707  ___________________________________________________________________
 FL0707* NAD 83(1986)-  35 46 35.     (N)    101 19 50.     (W)     SCALED    
 FL0707* NAVD 88     -       833.411  (meters)    2734.28   (feet)  ADJUSTED  
 FL0707  ___________________________________________________________________
 FL0707  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FL0707  DYNAMIC HT  -         832.493 (meters)    2731.27  (feet)  COMP
 FL0707  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 FL0707
 FL0707  VERT ORDER  -  SECOND    CLASS 0
 FL0707
 FL0707.The horizontal coordinates were scaled from a topographic map and have
 FL0707.an estimated accuracy of +/- 6 seconds.
 FL0707
 FL0707.The orthometric height was determined by differential leveling
 FL0707.and adjusted by the National Geodetic Survey in June 1991..
 FL0707
 FL0707.The geoid height was determined by GEOID03.
 FL0707
 FL0707.The dynamic height is computed by dividing the NAVD 88
 FL0707.geopotential number by the normal gravity value computed on the
 FL0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0707.degrees latitude (g = 980.6199 gals.).
 FL0707
 FL0707.The modeled gravity was interpolated from observed gravity values.
 FL0707
 FL0707;                    North         East    Units  Estimated Accuracy
 FL0707;SPC TX N     - 1,197,080.      215,320.      MT  (+/- 180 meters Scaled)
 FL0707
 FL0707                          SUPERSEDED SURVEY CONTROL
 FL0707
 FL0707  NGVD 29 (??/??/92)  832.986  (m)         2732.89   (f) ADJ UNCH    2 0
 FL0707
 FL0707.Superseded values are not recommended for survey control.
 FL0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0707.See file dsdata.txt to determine how the superseded data were derived.
 FL0707
 FL0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE893616(NAD 83)
 FL0707_MARKER: DB = BENCH MARK DISK
 FL0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0707_STAMPING: N 529 1935
 FL0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0707+STABILITY: SURFACE MOTION
 FL0707
 FL0707  HISTORY     - Date     Condition        Report By
 FL0707  HISTORY     - 1935     MONUMENTED       CGS
 FL0707  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0707
 FL0707                          STATION DESCRIPTION
 FL0707
 FL0707'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0707'2.1 MI SW FROM PLEMONS.
 FL0707'2.1 MILES SOUTHWEST ALONG THE BORGER ROAD FROM THE POST OFFICE AT
 FL0707'PLEMONS, 0.3 MILE NORTHEAST OF A ROAD JUNCTION, ABOUT 1,000 FEET NORTH
 FL0707'OF THE NORTH BANK OF CANADIAN RIVER, AND 48.7 FEET NORTH OF THE
 FL0707'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED N 529 1935 AND SET
 FL0707'IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARKER MAY BE BURIED BY
 FL0707'BLOWN SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3905 ***********************************************************************
 AW3905  DESIGNATION -  N 53
 AW3905  PID         -  AW3905
 AW3905  STATE/COUNTY-  TX/BRAZORIA
 AW3905  USGS QUAD   -  LIVERPOOL (1963)
 AW3905
 AW3905                         *CURRENT SURVEY CONTROL
 AW3905  ___________________________________________________________________
 AW3905* NAD 83(1986)-  29 17 43.     (N)    095 16 46.     (W)     SCALED    
 AW3905* NAVD 88     -         6.17   (+/-2cm)      20.2    (feet)  VERTCON   
 AW3905  ___________________________________________________________________
 AW3905  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW3905
 AW3905  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3905
 AW3905.The horizontal coordinates were scaled from a topographic map and have
 AW3905.an estimated accuracy of +/- 6 seconds.
 AW3905
 AW3905.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3905.The vertical order pertains to the NGVD 29 superseded value.
 AW3905
 AW3905.The geoid height was determined by GEOID03.
 AW3905
 AW3905;                    North         East    Units  Estimated Accuracy
 AW3905;SPC TXSC     - 4,167,770.      961,380.      MT  (+/- 180 meters Scaled)
 AW3905
 AW3905                          SUPERSEDED SURVEY CONTROL
 AW3905
 AW3905  NGVD 29 (??/??/92)    6.174  (m)           20.26   (f) ADJ UNCH    1 2
 AW3905
 AW3905.Superseded values are not recommended for survey control.
 AW3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3905.See file dsdata.txt to determine how the superseded data were derived.
 AW3905
 AW3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN785428(NAD 83)
 AW3905_MARKER: DB = BENCH MARK DISK
 AW3905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3905_STAMPING: N 53 1918 ELEV 20.840 FT
 AW3905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3905+STABILITY: SURFACE MOTION
 AW3905
 AW3905  HISTORY     - Date     Condition        Report By
 AW3905  HISTORY     - 1918     MONUMENTED       CGS
 AW3905  HISTORY     - 1967     GOOD             NGS
 AW3905  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3905  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW3905
 AW3905                          STATION DESCRIPTION
 AW3905
 AW3905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW3905'IN LIVERPOOL.
 AW3905'AT LIVERPOOL, ABOUT 0.1 MILE WEST OF THE POST OFFICE, 31-1/2 FEET
 AW3905'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 41 FEET
 AW3905'WEST-SOUTHWEST OF THE LIVERPOOL STATION SIGN, 354 FEET SOUTHWEST OF
 AW3905'THE CENTER OF RAILROAD CROSSING, 91 FEET SOUTHEAST OF THE CENTER LINE
 AW3905'OF ROAD, 19-1/2 FEET SOUTH OF A DOUBLE BRACED TELEPHONE POLE, ABOUT 4
 AW3905'FEET BELOW THE LEVEL OF RAILROAD TRACKS.  A C AND GS BENCH MARK DISK
 AW3905'SET IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 AW3905
 AW3905                          STATION RECOVERY (1973)
 AW3905
 AW3905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3905'MARK NOT FOUND.
 AW3905
 AW3905                          STATION RECOVERY (2004)
 AW3905
 AW3905'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0521 ***********************************************************************
 FL0521  DESIGNATION -  N 530
 FL0521  PID         -  FL0521
 FL0521  STATE/COUNTY-  TX/ROBERTS
 FL0521  USGS QUAD   -  DRY CREEK NE (1971)
 FL0521
 FL0521                         *CURRENT SURVEY CONTROL
 FL0521  ___________________________________________________________________
 FL0521* NAD 83(1986)-  35 59 19.     (N)    100 47 09.     (W)     SCALED    
 FL0521* NAVD 88     -       756.523  (meters)    2482.03   (feet)  ADJUSTED  
 FL0521  ___________________________________________________________________
 FL0521  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FL0521  DYNAMIC HT  -         755.720 (meters)    2479.39  (feet)  COMP
 FL0521  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 FL0521
 FL0521  VERT ORDER  -  SECOND    CLASS 0
 FL0521
 FL0521.The horizontal coordinates were scaled from a topographic map and have
 FL0521.an estimated accuracy of +/- 6 seconds.
 FL0521
 FL0521.The orthometric height was determined by differential leveling
 FL0521.and adjusted by the National Geodetic Survey in June 1991..
 FL0521
 FL0521.The geoid height was determined by GEOID03.
 FL0521
 FL0521.The dynamic height is computed by dividing the NAVD 88
 FL0521.geopotential number by the normal gravity value computed on the
 FL0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0521.degrees latitude (g = 980.6199 gals.).
 FL0521
 FL0521.The modeled gravity was interpolated from observed gravity values.
 FL0521
 FL0521;                    North         East    Units  Estimated Accuracy
 FL0521;SPC TX N     - 1,220,850.      264,400.      MT  (+/- 180 meters Scaled)
 FL0521
 FL0521                          SUPERSEDED SURVEY CONTROL
 FL0521
 FL0521  NGVD 29 (??/??/92)  756.166  (m)         2480.85   (f) ADJ UNCH    2 0
 FL0521
 FL0521.Superseded values are not recommended for survey control.
 FL0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0521.See file dsdata.txt to determine how the superseded data were derived.
 FL0521
 FL0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE390841(NAD 83)
 FL0521_MARKER: DB = BENCH MARK DISK
 FL0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0521_STAMPING: N 530 1935
 FL0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0521+STABILITY: SURFACE MOTION
 FL0521
 FL0521  HISTORY     - Date     Condition        Report By
 FL0521  HISTORY     - 1935     MONUMENTED       CGS
 FL0521  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0521
 FL0521                          STATION DESCRIPTION
 FL0521
 FL0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0521'28.0 MI NW FROM CANADIAN.
 FL0521'IN ROBERTS COUNTY, 9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE
 FL0521'POST OFFICE AT CANADIAN, HEMPHILL COUNTY, THENCE 19.0 MILES WEST ALONG
 FL0521'A ROAD.  ABOUT 400 FEET EAST OF A SMALL HILL, IN A HOLLOW, 16. FEET
 FL0521'NORTH OF THE CENTERLINE OF THE ROAD, 6.1 FEET WEST OF THE WEST END OF
 FL0521'A FIELD GATE, AND 1.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 FL0521'STANDARD DISK, STAMPED NO 530 1935 AND SET IN THE TOP OF A CONCRETE
 FL0521'POST.
 FL0521
 FL0521                          STATION RECOVERY (1971)
 FL0521
 FL0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0467 ***********************************************************************
 FM0467  DESIGNATION -  N 531
 FM0467  PID         -  FM0467
 FM0467  STATE/COUNTY-  TX/OLDHAM
 FM0467  USGS QUAD   -  HUMDINGER SPRING (1971)
 FM0467
 FM0467                         *CURRENT SURVEY CONTROL
 FM0467  ___________________________________________________________________
 FM0467* NAD 83(1986)-  35 34 03.     (N)    102 38 56.     (W)     SCALED    
 FM0467* NAVD 88     -      1076.725  (meters)    3532.56   (feet)  ADJUSTED  
 FM0467  ___________________________________________________________________
 FM0467  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 FM0467  DYNAMIC HT  -        1075.465 (meters)    3528.42  (feet)  COMP
 FM0467  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 FM0467
 FM0467  VERT ORDER  -  SECOND    CLASS 0
 FM0467
 FM0467.The horizontal coordinates were scaled from a topographic map and have
 FM0467.an estimated accuracy of +/- 6 seconds.
 FM0467
 FM0467.The orthometric height was determined by differential leveling
 FM0467.and adjusted by the National Geodetic Survey in June 1991..
 FM0467
 FM0467.The geoid height was determined by GEOID03.
 FM0467
 FM0467.The dynamic height is computed by dividing the NAVD 88
 FM0467.geopotential number by the normal gravity value computed on the
 FM0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0467.degrees latitude (g = 980.6199 gals.).
 FM0467
 FM0467.The modeled gravity was interpolated from observed gravity values.
 FM0467
 FM0467;                    North         East    Units  Estimated Accuracy
 FM0467;SPC TX N     - 1,174,500.       95,860.      MT  (+/- 180 meters Scaled)
 FM0467
 FM0467                          SUPERSEDED SURVEY CONTROL
 FM0467
 FM0467  NGVD 29 (??/??/92) 1076.22   (m)         3530.9    (f) COMPUTED    2 0
 FM0467
 FM0467.Superseded values are not recommended for survey control.
 FM0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0467.See file dsdata.txt to determine how the superseded data were derived.
 FM0467
 FM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV130385(NAD 83)
 FM0467_MARKER: DB = BENCH MARK DISK
 FM0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0467_STAMPING: N 531 1935
 FM0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0467+STABILITY: SURFACE MOTION
 FM0467
 FM0467  HISTORY     - Date     Condition        Report By
 FM0467  HISTORY     - 1935     MONUMENTED       CGS
 FM0467  HISTORY     - 1971     GOOD             USGS
 FM0467
 FM0467                          STATION DESCRIPTION
 FM0467
 FM0467'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0467'23.6 MI NE FROM ADRIAN.
 FM0467'TO REACH FROM THE JCT OF US HWY 385 AND FARM ROAD 767 IN CHANNING GO
 FM0467'WEST ON FM 767 FOR 12.0 MILES TO A BLADED ROAD ON THE LEFT, TURN LEFT
 FM0467'THROUGH CATTLEGUARD AND GO SOUTH 4.0 MILES THROUGH FOY PROCTOR RANCH
 FM0467'TO CG AT ENTRANCE TO R H FULTON RANCH, CONTINUE S 3.6 MILES TO FULTONS
 FM0467'MANY POST CAMP, CONTINUE WESTERLY FROM MANY POST ALONG MAIN GRADED
 FM0467'ROAD FOR 5.0 MILES TO FULTONS OLD FARM CAMP.  CONTINUE SOUTHWEST
 FM0467'ACROSS SAND WASH FROM OLD FARM CAMP THENCE WEST, THENCE NORTHWEST
 FM0467'ALONG MAIN BLADED ROAD FOR 2.1 MILES TO A CATTLEGUARD, CONTINUE
 FM0467'NORTHWEST FOR 2.0 MILES TO THE BM ON LEFT.  BM IS 43 FEET SOUTHWEST OF
 FM0467'THE ROAD AND 130 FEET WEST OF AN ABANDONED ROAD LEADING
 FM0467'NORTH-NORTHEAST TOWARDS A WINDMILL.  A STANDARD DISK STAMPED N 531
 FM0467'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1372 ***********************************************************************
 FL1372  DESIGNATION -  N 533
 FL1372  PID         -  FL1372
 FL1372  STATE/COUNTY-  TX/CARSON
 FL1372  USGS QUAD   -  DEAL (1953)
 FL1372
 FL1372                         *CURRENT SURVEY CONTROL
 FL1372  ___________________________________________________________________
 FL1372* NAD 83(1986)-  35 35 44.     (N)    101 34 20.     (W)     SCALED    
 FL1372* NAVD 88     -      1003.154  (meters)    3291.18   (feet)  ADJUSTED  
 FL1372  ___________________________________________________________________
 FL1372  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 FL1372  DYNAMIC HT  -        1001.999 (meters)    3287.39  (feet)  COMP
 FL1372  MODELED GRAV-     979,448.5   (mgal)                       NAVD 88
 FL1372
 FL1372  VERT ORDER  -  SECOND    CLASS 0
 FL1372
 FL1372.The horizontal coordinates were scaled from a topographic map and have
 FL1372.an estimated accuracy of +/- 6 seconds.
 FL1372
 FL1372.The orthometric height was determined by differential leveling
 FL1372.and adjusted by the National Geodetic Survey in June 1991..
 FL1372
 FL1372.The geoid height was determined by GEOID03.
 FL1372
 FL1372.The dynamic height is computed by dividing the NAVD 88
 FL1372.geopotential number by the normal gravity value computed on the
 FL1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1372.degrees latitude (g = 980.6199 gals.).
 FL1372
 FL1372.The modeled gravity was interpolated from observed gravity values.
 FL1372
 FL1372;                    North         East    Units  Estimated Accuracy
 FL1372;SPC TX N     - 1,177,010.      193,460.      MT  (+/- 180 meters Scaled)
 FL1372
 FL1372                          SUPERSEDED SURVEY CONTROL
 FL1372
 FL1372  NGVD 29 (??/??/92) 1002.686  (m)         3289.65   (f) ADJ UNCH    2 0
 FL1372
 FL1372.Superseded values are not recommended for survey control.
 FL1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1372.See file dsdata.txt to determine how the superseded data were derived.
 FL1372
 FL1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE669421(NAD 83)
 FL1372_MARKER: DB = BENCH MARK DISK
 FL1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1372_STAMPING: N-533 1935
 FL1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1372+STABILITY: SURFACE MOTION
 FL1372
 FL1372  HISTORY     - Date     Condition        Report By
 FL1372  HISTORY     - 1935     MONUMENTED       CGS
 FL1372
 FL1372                          STATION DESCRIPTION
 FL1372
 FL1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1372'33.2 MI NE FROM AMARILLO.
 FL1372'33.2 MILES NORTHEAST OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED
 FL1372'AT THE FIRST CROSSING NORTH OF DEAL POST-OFFICE IN THE SOUTHWEST
 FL1372'CORNER OF FENCED FIELD.  20 RAIL LENGTHS SOUTH OF BRIDGE NO. 333. 152
 FL1372'FEET NORTHEAST OF THE CENTER-LINE OF ROAD CROSSING.  102 FEET EAST OF
 FL1372'EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0474 ***********************************************************************
 FM0474  DESIGNATION -  N 534
 FM0474  PID         -  FM0474
 FM0474  STATE/COUNTY-  TX/OLDHAM
 FM0474  USGS QUAD   -  MANY POST CAMP (1971)
 FM0474
 FM0474                         *CURRENT SURVEY CONTROL
 FM0474  ___________________________________________________________________
 FM0474* NAD 83(1986)-  35 32 22.     (N)    102 34 11.     (W)     SCALED    
 FM0474* NAVD 88     -      1011.199  (meters)    3317.58   (feet)  POSTED    
 FM0474  ___________________________________________________________________
 FM0474  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 FM0474  DYNAMIC HT  -        1010.010 (meters)    3313.67  (feet)  COMP
 FM0474  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 FM0474
 FM0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FM0474
 FM0474.The horizontal coordinates were scaled from a topographic map and have
 FM0474.an estimated accuracy of +/- 6 seconds.
 FM0474
 FM0474.The orthometric height was determined by differential leveling
 FM0474.and adjusted by the National Geodetic Survey in 1992..
 FM0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FM0474.rate of 0.0 thru 1.0 mm/km.
 FM0474
 FM0474.The geoid height was determined by GEOID03.
 FM0474
 FM0474.The dynamic height is computed by dividing the NAVD 88
 FM0474.geopotential number by the normal gravity value computed on the
 FM0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0474.degrees latitude (g = 980.6199 gals.).
 FM0474
 FM0474.The modeled gravity was interpolated from observed gravity values.
 FM0474
 FM0474;                    North         East    Units  Estimated Accuracy
 FM0474;SPC TX N     - 1,171,310.      103,000.      MT  (+/- 180 meters Scaled)
 FM0474
 FM0474                          SUPERSEDED SURVEY CONTROL
 FM0474
 FM0474  NGVD 29 (??/??/92) 1010.696  (m)         3315.93   (f) ADJ UNCH    2 0
 FM0474
 FM0474.Superseded values are not recommended for survey control.
 FM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0474.See file dsdata.txt to determine how the superseded data were derived.
 FM0474
 FM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV203355(NAD 83)
 FM0474_MARKER: DB = BENCH MARK DISK
 FM0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0474_STAMPING: N 534 1935
 FM0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0474+STABILITY: SURFACE MOTION
 FM0474
 FM0474  HISTORY     - Date     Condition        Report By
 FM0474  HISTORY     - 1935     MONUMENTED       CGS
 FM0474  HISTORY     - 1971     GOOD             USGS
 FM0474
 FM0474                          STATION DESCRIPTION
 FM0474
 FM0474'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0474'21.3 MI NE FROM ARDIAN.
 FM0474'TO REACH THE JCT ON US HWY 385 AND FARM ROAD 767 IN CHANNING GO WEST
 FM0474'ON FM 767 FOR 12.0 MILES TO A BLADED ROAD ON THE LEFT, TURN LEFT
 FM0474'THROUGH CATTLEGUARD AND GO SOUTH 4.0 MILE THROUGH FOY PROCTOR RANCH TO
 FM0474'CG AT ENTRANCE TO R H FULTON RANCH, CONTINUE S 3.6 MILES TO A CG WHICH
 FM0474'IS LOCATED 1 MILE SOUTHEAST OF FULTONS MANY POST CAMP, CONTINUE
 FM0474'WESTERLY ALONG GRADED ROAD ALONG THE NORTH BANK OF THE CANADIAN RIVER
 FM0474'FOR 2.7 MILES TO THE JCT WITH A ROAD LEADING NORTHWEST, CONTINUE
 FM0474'SOUTHWEST FOR 650 FEET TO THE BM ON THE RIGHT.  BM IS 28 FEET
 FM0474'NORTHWEST OF ROAD 21 FEET SOUTH-SOUTHEAST OF OLD ABANDONED ROAD, 600
 FM0474'FEET SOUTHWEST OF A CATTLEGUARD AND 800 FEET NORTHEAST OF A LARGE SAND
 FM0474'WASH.  A STANDARD DISK STAMPED N 534 1935 AND SET IN THE TOP OF A
 FM0474'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0548 ***********************************************************************
 EN0548  DESIGNATION -  N 535
 EN0548  PID         -  EN0548
 EN0548  STATE/COUNTY-  TX/SWISHER
 EN0548  USGS QUAD   -  TULE LAKE NW (1969)
 EN0548
 EN0548                         *CURRENT SURVEY CONTROL
 EN0548  ___________________________________________________________________
 EN0548* NAD 83(1986)-  34 44 57.     (N)    101 38 05.     (W)     SCALED    
 EN0548* NAVD 88     -      1051.463  (meters)    3449.67   (feet)  ADJUSTED  
 EN0548  ___________________________________________________________________
 EN0548  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EN0548  DYNAMIC HT  -        1050.174 (meters)    3445.45  (feet)  COMP
 EN0548  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 EN0548
 EN0548  VERT ORDER  -  SECOND    CLASS 0
 EN0548
 EN0548.The horizontal coordinates were scaled from a topographic map and have
 EN0548.an estimated accuracy of +/- 6 seconds.
 EN0548
 EN0548.The orthometric height was determined by differential leveling
 EN0548.and adjusted by the National Geodetic Survey in June 1991..
 EN0548
 EN0548.The geoid height was determined by GEOID03.
 EN0548
 EN0548.The dynamic height is computed by dividing the NAVD 88
 EN0548.geopotential number by the normal gravity value computed on the
 EN0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0548.degrees latitude (g = 980.6199 gals.).
 EN0548
 EN0548.The modeled gravity was interpolated from observed gravity values.
 EN0548
 EN0548;                    North         East    Units  Estimated Accuracy
 EN0548;SPC TX N     - 1,083,120.      187,660.      MT  (+/- 180 meters Scaled)
 EN0548
 EN0548                          SUPERSEDED SURVEY CONTROL
 EN0548
 EN0548  NGVD 29 (??/??/92) 1051.017  (m)         3448.21   (f) ADJ UNCH    2 0
 EN0548
 EN0548.Superseded values are not recommended for survey control.
 EN0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0548.See file dsdata.txt to determine how the superseded data were derived.
 EN0548
 EN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD588483(NAD 83)
 EN0548_MARKER: DB = BENCH MARK DISK
 EN0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0548_STAMPING: N 535 1935
 EN0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0548+STABILITY: SURFACE MOTION
 EN0548
 EN0548  HISTORY     - Date     Condition        Report By
 EN0548  HISTORY     - 1935     MONUMENTED       CGS
 EN0548
 EN0548                          STATION DESCRIPTION
 EN0548
 EN0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0548'9.8 MI SW FROM WAYSIDE.
 EN0548'IN SWISHER COUNTY, 9.8 MILES SOUTHWEST OF WAYSIDE, ARMSTRONG COUNTY.
 EN0548'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE
 EN0548'WEST ALONG A GRADED ROAD, THENCE ALONG ROADS 1.0 MILE NORTH, 3.8 MILES
 EN0548'WEST AND 4.0 MILES SOUTH.  IT IS AT A ROAD INTERSECTION, 73 FEET
 EN0548'NORTHWEST OF THE CENTER OF THE INTERSECTION, 68 FEET NORTHEAST OF THE
 EN0548'BILL JAMES MAIL BOX, AND 44 FEET WEST OF THE CENTERLINE OF THE
 EN0548'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED N 535 1935 AND SET IN
 EN0548'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1307 ***********************************************************************
 FL1307  DESIGNATION -  N 536
 FL1307  PID         -  FL1307
 FL1307  STATE/COUNTY-  TX/CARSON
 FL1307  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1307
 FL1307                         *CURRENT SURVEY CONTROL
 FL1307  ___________________________________________________________________
 FL1307* NAD 83(1986)-  35 17 13.     (N)    101 32 23.     (W)     SCALED    
 FL1307* NAVD 88     -      1071.400  (meters)    3515.08   (feet)  ADJUSTED  
 FL1307  ___________________________________________________________________
 FL1307  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL1307  DYNAMIC HT  -        1070.128 (meters)    3510.91  (feet)  COMP
 FL1307  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 FL1307
 FL1307  VERT ORDER  -  SECOND    CLASS 0
 FL1307
 FL1307.The horizontal coordinates were scaled from a topographic map and have
 FL1307.an estimated accuracy of +/- 6 seconds.
 FL1307
 FL1307.The orthometric height was determined by differential leveling
 FL1307.and adjusted by the National Geodetic Survey in June 1991..
 FL1307
 FL1307.The geoid height was determined by GEOID03.
 FL1307
 FL1307.The dynamic height is computed by dividing the NAVD 88
 FL1307.geopotential number by the normal gravity value computed on the
 FL1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1307.degrees latitude (g = 980.6199 gals.).
 FL1307
 FL1307.The modeled gravity was interpolated from observed gravity values.
 FL1307
 FL1307;                    North         East    Units  Estimated Accuracy
 FL1307;SPC TX N     - 1,142,770.      196,390.      MT  (+/- 180 meters Scaled)
 FL1307
 FL1307                          SUPERSEDED SURVEY CONTROL
 FL1307
 FL1307  NGVD 29 (??/??/92) 1070.898  (m)         3513.44   (f) ADJ UNCH    2 0
 FL1307
 FL1307.Superseded values are not recommended for survey control.
 FL1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1307.See file dsdata.txt to determine how the superseded data were derived.
 FL1307
 FL1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE690078(NAD 83)
 FL1307_MARKER: DB = BENCH MARK DISK
 FL1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1307_STAMPING: N 536 1935
 FL1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1307+STABILITY: SURFACE MOTION
 FL1307
 FL1307  HISTORY     - Date     Condition        Report By
 FL1307  HISTORY     - 1935     MONUMENTED       CGS
 FL1307
 FL1307                          STATION DESCRIPTION
 FL1307
 FL1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1307'3.3 MI W FROM LEE.
 FL1307'3.3 MILES WEST OF DEPOT BY RAIL.  ALONG SANTE FE RAILROAD BETWEEN LEE
 FL1307'AND ST FRANCIS.  44 RAILS EAST OF SEMAPHORE SIGNAL NO. 5361-2, 5 RAILS
 FL1307'EAST OF MILE POST NO. 536, IN SOUTHWEST CORNER OF CULTIVATED FIELD, AT
 FL1307'GRADE CROSSING.  77 FEET NORTH OF NORTH RAIL OF NORTH TRACK, 72 FEET
 FL1307'EAST OF CENTERLINE OF NORTH AND SOUTH GRADED ROAD, 33 FEET EAST OF
 FL1307'CORNER FENCE POST, AND 2.1 FEET NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1358 ***********************************************************************
 FL1358  DESIGNATION -  N 537
 FL1358  PID         -  FL1358
 FL1358  STATE/COUNTY-  TX/MOORE
 FL1358  USGS QUAD   -  MASTERSON (1953)
 FL1358
 FL1358                         *CURRENT SURVEY CONTROL
 FL1358  ___________________________________________________________________
 FL1358* NAD 83(1986)-  35 41 23.     (N)    101 53 33.     (W)     SCALED    
 FL1358* NAVD 88     -      1080.583  (meters)    3545.21   (feet)  ADJUSTED  
 FL1358  ___________________________________________________________________
 FL1358  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1358  DYNAMIC HT  -        1079.325 (meters)    3541.09  (feet)  COMP
 FL1358  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 FL1358
 FL1358  VERT ORDER  -  SECOND    CLASS 0
 FL1358
 FL1358.The horizontal coordinates were scaled from a topographic map and have
 FL1358.an estimated accuracy of +/- 6 seconds.
 FL1358
 FL1358.The orthometric height was determined by differential leveling
 FL1358.and adjusted by the National Geodetic Survey in June 1991..
 FL1358
 FL1358.The geoid height was determined by GEOID03.
 FL1358
 FL1358.The dynamic height is computed by dividing the NAVD 88
 FL1358.geopotential number by the normal gravity value computed on the
 FL1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1358.degrees latitude (g = 980.6199 gals.).
 FL1358
 FL1358.The modeled gravity was interpolated from observed gravity values.
 FL1358
 FL1358;                    North         East    Units  Estimated Accuracy
 FL1358;SPC TX N     - 1,187,520.      164,480.      MT  (+/- 180 meters Scaled)
 FL1358
 FL1358                          SUPERSEDED SURVEY CONTROL
 FL1358
 FL1358  NGVD 29 (??/??/92) 1080.041  (m)         3543.43   (f) ADJ UNCH    2 0
 FL1358
 FL1358.Superseded values are not recommended for survey control.
 FL1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1358.See file dsdata.txt to determine how the superseded data were derived.
 FL1358
 FL1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE382533(NAD 83)
 FL1358_MARKER: DB = BENCH MARK DISK
 FL1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1358_STAMPING: N 537 1935
 FL1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1358+STABILITY: SURFACE MOTION
 FL1358
 FL1358  HISTORY     - Date     Condition        Report By
 FL1358  HISTORY     - 1935     MONUMENTED       CGS
 FL1358  HISTORY     - 1943     GOOD             NGS
 FL1358
 FL1358                          STATION DESCRIPTION
 FL1358
 FL1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1358'16.2 MI SE FROM DUMAS.
 FL1358'THIS MARK IS ABOUT 12.0 MILES SOUTH ALONG U.S. HIGHWAY 287 AND ABOUT
 FL1358'4.2 MILES EAST ALONG A GRADED ROAD FROM THE COURT HOUSE AT DUMAS,
 FL1358'MOORE COUNTY, SET ON THE NORTH SLOPE OF A HILL, 1.2 MILE EAST OF A
 FL1358'CATTLE GUARD, 0.1 MILE EAST OF A FENCE GATE IN THE SOUTH RIGHT-OF-WAY
 FL1358'FENCE, 62.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, PROJECTING
 FL1358'ABOUT 5-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0154 ***********************************************************************
 FM0154  DESIGNATION -  N 538
 FM0154  PID         -  FM0154
 FM0154  STATE/COUNTY-  TX/MOORE
 FM0154  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0154
 FM0154                         *CURRENT SURVEY CONTROL
 FM0154  ___________________________________________________________________
 FM0154* NAD 83(1986)-  35 45 52.     (N)    102 09 35.     (W)     SCALED    
 FM0154* NAVD 88     -      1154.091  (meters)    3786.38   (feet)  ADJUSTED  
 FM0154  ___________________________________________________________________
 FM0154  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0154  DYNAMIC HT  -        1152.732 (meters)    3781.92  (feet)  COMP
 FM0154  MODELED GRAV-     979,416.2   (mgal)                       NAVD 88
 FM0154
 FM0154  VERT ORDER  -  SECOND    CLASS 0
 FM0154
 FM0154.The horizontal coordinates were scaled from a topographic map and have
 FM0154.an estimated accuracy of +/- 6 seconds.
 FM0154
 FM0154.The orthometric height was determined by differential leveling
 FM0154.and adjusted by the National Geodetic Survey in June 1991..
 FM0154
 FM0154.The geoid height was determined by GEOID03.
 FM0154
 FM0154.The dynamic height is computed by dividing the NAVD 88
 FM0154.geopotential number by the normal gravity value computed on the
 FM0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0154.degrees latitude (g = 980.6199 gals.).
 FM0154
 FM0154.The modeled gravity was interpolated from observed gravity values.
 FM0154
 FM0154;                    North         East    Units  Estimated Accuracy
 FM0154;SPC TX N     - 1,195,940.      140,350.      MT  (+/- 180 meters Scaled)
 FM0154
 FM0154                          SUPERSEDED SURVEY CONTROL
 FM0154
 FM0154  NGVD 29 (??/??/92) 1153.532  (m)         3784.55   (f) ADJ UNCH    2 0
 FM0154
 FM0154.Superseded values are not recommended for survey control.
 FM0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0154.See file dsdata.txt to determine how the superseded data were derived.
 FM0154
 FM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV567615(NAD 83)
 FM0154_MARKER: DB = BENCH MARK DISK
 FM0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0154_STAMPING: N-538 1935
 FM0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0154+STABILITY: SURFACE MOTION
 FM0154
 FM0154  HISTORY     - Date     Condition        Report By
 FM0154  HISTORY     - 1935     MONUMENTED       CGS
 FM0154  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0154
 FM0154                          STATION DESCRIPTION
 FM0154
 FM0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0154'16.7 MI SW FROM DUMAS.
 FM0154'TO REACH BENCHMARK FROM COURTHOUSE GO 0.5 MILE SOUTH ALONG GRADED
 FM0154'HIGHWAY NO. 9, THENCE 2.4 MILES WEST TO SOUTH TURN IN ROAD, CONTINUE
 FM0154'THENCE WEST 1.0 MILE ALONG TRAIL AND POLE LINE, THENCE SOUTH ALONG
 FM0154'FENCE AND POLE LINE 1.9 MILES TO JUNCTION OF TRAIL AND ROAD, CONTINUE
 FM0154'THENCE SOUTH ALONG GRADED ROAD 1.1 MILES TO ROAD JUNCTION, THENCE WEST
 FM0154'4.9 MILES TO FENCE CROSSING ROAD, THENCE SOUTH 3.0 MILES ALONG TRAIL
 FM0154'TO MIDDLE WELLS SCHOOL, THENCE 1.9 MILES WEST.  BENCHMARK IS SET AT
 FM0154'JUNCTION OF E-W GRADED ROAD AND TASCOSA TRAIL.  BEING 106.0 FEET SOUTH
 FM0154'OF CENTER-LINE OF GRADED ROAD, 18.0 FEET EAST OF CENTER-LINE OF TRAIL,
 FM0154'AND 2.0 FEET EAST OF N-S FENCE.
 FM0154
 FM0154                          STATION RECOVERY (1963)
 FM0154
 FM0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0222 ***********************************************************************
 FM0222  DESIGNATION -  N 539
 FM0222  PID         -  FM0222
 FM0222  STATE/COUNTY-  TX/HARTLEY
 FM0222  USGS QUAD   -  CHANNING NW (1971)
 FM0222
 FM0222                         *CURRENT SURVEY CONTROL
 FM0222  ___________________________________________________________________
 FM0222* NAD 83(1986)-  35 40 24.     (N)    102 29 40.     (W)     SCALED    
 FM0222* NAVD 88     -      1046.193  (meters)    3432.38   (feet)  ADJUSTED  
 FM0222  ___________________________________________________________________
 FM0222  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 FM0222  DYNAMIC HT  -        1044.975 (meters)    3428.39  (feet)  COMP
 FM0222  MODELED GRAV-     979,433.9   (mgal)                       NAVD 88
 FM0222
 FM0222  VERT ORDER  -  SECOND    CLASS 0
 FM0222
 FM0222.The horizontal coordinates were scaled from a topographic map and have
 FM0222.an estimated accuracy of +/- 6 seconds.
 FM0222
 FM0222.The orthometric height was determined by differential leveling
 FM0222.and adjusted by the National Geodetic Survey in June 1991..
 FM0222
 FM0222.The geoid height was determined by GEOID03.
 FM0222
 FM0222.The dynamic height is computed by dividing the NAVD 88
 FM0222.geopotential number by the normal gravity value computed on the
 FM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0222.degrees latitude (g = 980.6199 gals.).
 FM0222
 FM0222.The modeled gravity was interpolated from observed gravity values.
 FM0222
 FM0222;                    North         East    Units  Estimated Accuracy
 FM0222;SPC TX N     - 1,186,090.      109,980.      MT  (+/- 180 meters Scaled)
 FM0222
 FM0222                          SUPERSEDED SURVEY CONTROL
 FM0222
 FM0222  NGVD 29 (??/??/92) 1045.671  (m)         3430.67   (f) ADJ UNCH    2 0
 FM0222
 FM0222.Superseded values are not recommended for survey control.
 FM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0222.See file dsdata.txt to determine how the superseded data were derived.
 FM0222
 FM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV267506(NAD 83)
 FM0222_MARKER: DB = BENCH MARK DISK
 FM0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0222_STAMPING: N 539 1943
 FM0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0222+STABILITY: SURFACE MOTION
 FM0222
 FM0222  HISTORY     - Date     Condition        Report By
 FM0222  HISTORY     - 1943     MONUMENTED       CGS
 FM0222  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0222
 FM0222                          STATION DESCRIPTION
 FM0222
 FM0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0222'12.0 MI NW FROM CHANNING.
 FM0222'THIS MARK IS ABOUT 0.5 MILE NORTH AND 11.5 MILES WEST ALONG GRADED
 FM0222'ROADS FROM THE POST OFFICE AT CHANNING, HARTLEY COUNTY, 0.65 MILE
 FM0222'SOUTH OF A LARGE SAND DRAW, SET IN THE SOUTHEAST CORNER OF A FENCE, ON
 FM0222'THE OUTSIDE OF A 90 DEGREE CURVE, 3.5 FEET NORTHWEST OF A CORNER FENCE
 FM0222'POST, 27.0 FEET EAST OF A FENCE RUNNING SOUTH, 84.0 FEET SOUTHEAST OF
 FM0222'THE CENTER LINE OF THE ROAD, ABOUT 2.0 FEET LOWER THAN THE LEVEL OF
 FM0222'THE GROUND, 4.0 FEET EAST OF A WHITE REFERENCE POST.
 FM0222
 FM0222                          STATION RECOVERY (1971)
 FM0222
 FM0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2339 ***********************************************************************
 AW2339  DESIGNATION -  N 54
 AW2339  PID         -  AW2339
 AW2339  STATE/COUNTY-  TX/HARRIS
 AW2339  USGS QUAD   -  SETTEGAST (1995)
 AW2339
 AW2339                         *CURRENT SURVEY CONTROL
 AW2339  ___________________________________________________________________
 AW2339* NAD 83(1986)-  29 45 29.     (N)    095 21 41.     (W)     SCALED    
 AW2339* NAVD 88     -        15.351  (meters)      50.36   (feet)  ADJUSTED  
 AW2339  ___________________________________________________________________
 AW2339  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2339  DYNAMIC HT  -          15.331 (meters)      50.30  (feet)  COMP
 AW2339  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AW2339
 AW2339  VERT ORDER  -  FIRST     CLASS II
 AW2339
 AW2339.The horizontal coordinates were scaled from a topographic map and have
 AW2339.an estimated accuracy of +/- 6 seconds.
 AW2339
 AW2339.The orthometric height was determined by differential leveling
 AW2339.and adjusted by the National Geodetic Survey in July 2002..
 AW2339
 AW2339.The geoid height was determined by GEOID03.
 AW2339
 AW2339.The dynamic height is computed by dividing the NAVD 88
 AW2339.geopotential number by the normal gravity value computed on the
 AW2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2339.degrees latitude (g = 980.6199 gals.).
 AW2339
 AW2339.The modeled gravity was interpolated from observed gravity values.
 AW2339
 AW2339;                    North         East    Units  Estimated Accuracy
 AW2339;SPC TXSC     - 4,218,790.      951,830.      MT  (+/- 180 meters Scaled)
 AW2339
 AW2339                          SUPERSEDED SURVEY CONTROL
 AW2339
 AW2339  NAVD 88 (06/15/91)   15.435  (m)           50.64   (f) UNKNOWN     1 2
 AW2339  NGVD 29 (12/23/87)   15.432  (m)           50.63   (f) ADJUSTED    1 2
 AW2339
 AW2339.Superseded values are not recommended for survey control.
 AW2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2339.See file dsdata.txt to determine how the superseded data were derived.
 AW2339
 AW2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN716943(NAD 83)
 AW2339_MARKER: DB = BENCH MARK DISK
 AW2339_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW2339_SP_SET: BUILDING WALL
 AW2339_STAMPING: N 54 1918 ELEV 57.08 FT
 AW2339_MARK LOGO: CGS   
 AW2339_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW2339+STABILITY: POSITION/ELEVATION WELL
 AW2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2339+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW2339
 AW2339  HISTORY     - Date     Condition        Report By
 AW2339  HISTORY     - 1918     MONUMENTED       CGS
 AW2339  HISTORY     - 1973     GOOD             NGS
 AW2339  HISTORY     - 1975     GOOD             LOCSUR
 AW2339  HISTORY     - 1978     GOOD             NGS
 AW2339  HISTORY     - 1983     GOOD             NGS
 AW2339  HISTORY     - 1984     GOOD             USPSQD
 AW2339  HISTORY     - 1986     GOOD             NGS
 AW2339  HISTORY     - 1987     GOOD             USPSQD
 AW2339  HISTORY     - 1987     GOOD             USPSQD
 AW2339  HISTORY     - 1987     GOOD             USPSQD
 AW2339  HISTORY     - 19870601 GOOD             USPSQD
 AW2339  HISTORY     - 1988     GOOD             USPSQD
 AW2339  HISTORY     - 1988     GOOD             USPSQD
 AW2339  HISTORY     - 1989     GOOD             USPSQD
 AW2339  HISTORY     - 1989     GOOD             USPSQD
 AW2339  HISTORY     - 1989     GOOD             USPSQD
 AW2339  HISTORY     - 1991     GOOD             USPSQD
 AW2339  HISTORY     - 19960206 GOOD             NGS
 AW2339  HISTORY     - 19960921 GOOD             USPSQD
 AW2339  HISTORY     - 20040517 GOOD             USPSQD
 AW2339  HISTORY     - 20050705 GOOD             USPSQD
 AW2339
 AW2339                          STATION DESCRIPTION
 AW2339
 AW2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2339'IN HOUSTON.
 AW2339'AT HOUSTON, AT THE SOUTH CORNER OF THE INTERSECTION OF SAN JACINTO AND
 AW2339'CAPITOL STREETS, SET VERTICALLY IN THE NORTHWEST FACE OF THE UNITED
 AW2339'STATES POST OFFICE BUILDING, 2.5 FEET SOUTHWEST OF THE NORTH CORNER OF
 AW2339'THE BUILDING, 30 FEET NORTHEAST OF THE CENTER OF THE NORTHEAST ONE OF
 AW2339'TWO ENTRANCES, AND ABOUT 3 FEET HIGHER THAN THE GROUND.
 AW2339
 AW2339                          STATION RECOVERY (1975)
 AW2339
 AW2339'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1978)
 AW2339
 AW2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1983)
 AW2339
 AW2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2339'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2339'IN HOUSTON, AT THE SOUTH CORNER OF THE INTERSECTION OF SAN JACINTO AND
 AW2339'CAPITOL STREETS, SET VERTICALLY IN THE NORTHWEST FACE OF THE OLD POST
 AW2339'OFFICE BUILDING, 9.1 METERS (30.0 FT) NORTHEAST OF THE CENTER OF THE
 AW2339'NORTHEAST ONE OF TWO ENTRANCES, AND 0.76 METERS (2.5 FT) SOUTHWEST OF
 AW2339'THE NORTH CORNER OF THE BUILDING.
 AW2339'THE MARK IS 0.9 M ABOVE GROUND.
 AW2339
 AW2339                          STATION RECOVERY (1984)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1986)
 AW2339
 AW2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1987)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1987)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1987)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1987)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1988)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1988)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1989)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1989)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1989)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1991)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (1996)
 AW2339
 AW2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW2339'IN HOUSTON, AT THE INTERSECTION OF NORTH SAN JACINTO AND CAPITOL
 AW2339'STREETS, SET VERTICALLY IN THE NORTHWEST FACE OF THE POST OFFICE, 26.5
 AW2339'M (86.9 FT) SOUTHWEST OF THE CENTER OF CAPITOL STREET, 24.3 M (79.7
 AW2339'FT) SOUTHEAST OF THE CENTER OF SAN JACINTO, 9.1 M (29.9 FT) NORTHEAST
 AW2339'OF THE CENTER OF THE MOST NORTHEASTERLY OF 2 ENTRANCES, 1.4 M (4.6 FT)
 AW2339'ABOVE THE LEVEL OF A SIDEWALK, AND 0.8 M (2.6 FT) SOUTHWEST OF THE
 AW2339'NORTH CORNER OF THE BUILDING.
 AW2339
 AW2339                          STATION RECOVERY (1996)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (2004)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2339'RECOVERED IN GOOD CONDITION.
 AW2339
 AW2339                          STATION RECOVERY (2005)
 AW2339
 AW2339'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0362 ***********************************************************************
 FM0362  DESIGNATION -  N 540
 FM0362  PID         -  FM0362
 FM0362  STATE/COUNTY-  TX/RANDALL
 FM0362  USGS QUAD   -  BIVINS LAKE (1984)
 FM0362
 FM0362                         *CURRENT SURVEY CONTROL
 FM0362  ___________________________________________________________________
 FM0362* NAD 83(1986)-  35 04 41.     (N)    102 05 56.     (W)     SCALED    
 FM0362* NAVD 88     -      1154.755  (meters)    3788.56   (feet)  ADJUSTED  
 FM0362  ___________________________________________________________________
 FM0362  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 FM0362  DYNAMIC HT  -        1153.344 (meters)    3783.93  (feet)  COMP
 FM0362  MODELED GRAV-     979,373.0   (mgal)                       NAVD 88
 FM0362
 FM0362  VERT ORDER  -  SECOND    CLASS 0
 FM0362
 FM0362.The horizontal coordinates were scaled from a topographic map and have
 FM0362.an estimated accuracy of +/- 6 seconds.
 FM0362
 FM0362.The orthometric height was determined by differential leveling
 FM0362.and adjusted by the National Geodetic Survey in June 1991..
 FM0362
 FM0362.The geoid height was determined by GEOID03.
 FM0362
 FM0362.The dynamic height is computed by dividing the NAVD 88
 FM0362.geopotential number by the normal gravity value computed on the
 FM0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0362.degrees latitude (g = 980.6199 gals.).
 FM0362
 FM0362.The modeled gravity was interpolated from observed gravity values.
 FM0362
 FM0362;                    North         East    Units  Estimated Accuracy
 FM0362;SPC TX N     - 1,119,760.      145,390.      MT  (+/- 180 meters Scaled)
 FM0362
 FM0362                          SUPERSEDED SURVEY CONTROL
 FM0362
 FM0362  NGVD 29 (??/??/92) 1154.238  (m)         3786.86   (f) ADJ UNCH    2 0
 FM0362
 FM0362.Superseded values are not recommended for survey control.
 FM0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0362.See file dsdata.txt to determine how the superseded data were derived.
 FM0362
 FM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU645855(NAD 83)
 FM0362_MARKER: DB = BENCH MARK DISK
 FM0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0362_STAMPING: N 540 1935
 FM0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0362+STABILITY: SURFACE MOTION
 FM0362
 FM0362  HISTORY     - Date     Condition        Report By
 FM0362  HISTORY     - 1935     MONUMENTED       CGS
 FM0362  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0362  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0362
 FM0362                          STATION DESCRIPTION
 FM0362
 FM0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0362'7.3 MI S FROM BUSHLAND.
 FM0362'IN RANDALL COUNTY, 7.3 MILES SOUTH ALONG THE UMBARGER ROAD FROM THE
 FM0362'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT BUSHLAND, POTTER
 FM0362'COUNTY, THENCE 1.6 MILES WEST, 0.9 MILE SOUTH ALONG GRADED ROADS, 0.5
 FM0362'MILE SOUTH OF A ROAD INTERSECTION, 0.3 MILE NORTH OF A JOG OF 0.1 MILE
 FM0362'IN THE ROAD, 300 YARDS WEST OF A LARGE WOODEN WINDMILL AND WATER
 FM0362'TANKS, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF THE
 FM0362'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 FM0362
 FM0362                          STATION RECOVERY (1961)
 FM0362
 FM0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0362'MARK NOT FOUND.
 FM0362
 FM0362                          STATION RECOVERY (1980)
 FM0362
 FM0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0347 ***********************************************************************
 FM0347  DESIGNATION -  N 541
 FM0347  PID         -  FM0347
 FM0347  STATE/COUNTY-  TX/OLDHAM
 FM0347  USGS QUAD   -  WILDORADO (1984)
 FM0347
 FM0347                         *CURRENT SURVEY CONTROL
 FM0347  ___________________________________________________________________
 FM0347* NAD 83(1986)-  35 11 19.     (N)    102 12 10.     (W)     SCALED    
 FM0347* NAVD 88     -      1187.249  (meters)    3895.17   (feet)  ADJUSTED  
 FM0347  ___________________________________________________________________
 FM0347  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 FM0347  DYNAMIC HT  -        1185.803 (meters)    3890.42  (feet)  COMP
 FM0347  MODELED GRAV-     979,375.5   (mgal)                       NAVD 88
 FM0347
 FM0347  VERT ORDER  -  SECOND    CLASS 0
 FM0347
 FM0347.The horizontal coordinates were scaled from a topographic map and have
 FM0347.an estimated accuracy of +/- 6 seconds.
 FM0347
 FM0347.The orthometric height was determined by differential leveling
 FM0347.and adjusted by the National Geodetic Survey in June 1991..
 FM0347
 FM0347.The geoid height was determined by GEOID03.
 FM0347
 FM0347.The dynamic height is computed by dividing the NAVD 88
 FM0347.geopotential number by the normal gravity value computed on the
 FM0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0347.degrees latitude (g = 980.6199 gals.).
 FM0347
 FM0347.The modeled gravity was interpolated from observed gravity values.
 FM0347
 FM0347;                    North         East    Units  Estimated Accuracy
 FM0347;SPC TX N     - 1,132,090.      136,000.      MT  (+/- 180 meters Scaled)
 FM0347
 FM0347                          SUPERSEDED SURVEY CONTROL
 FM0347
 FM0347  NGVD 29 (??/??/92) 1186.742  (m)         3893.50   (f) ADJ UNCH    2 0
 FM0347
 FM0347.Superseded values are not recommended for survey control.
 FM0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0347.See file dsdata.txt to determine how the superseded data were derived.
 FM0347
 FM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU546975(NAD 83)
 FM0347_MARKER: DB = BENCH MARK DISK
 FM0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0347_STAMPING: N 541 1935
 FM0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0347+STABILITY: SURFACE MOTION
 FM0347
 FM0347  HISTORY     - Date     Condition        Report By
 FM0347  HISTORY     - 1935     MONUMENTED       CGS
 FM0347  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0347
 FM0347                          STATION DESCRIPTION
 FM0347
 FM0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0347'1.6 MI S FROM WILDORADO.
 FM0347'1.6 MILES SOUTH ALONG A GRADED ROAD FROM THE CHICAGO, ROCK ISLAND AND
 FM0347'PACIFIC RAILROAD STATION AT WILDORADO, OLDHAM COUNTY, 300 FEET
 FM0347'SOUTHWEST OF A SMALL YELLOW RANCH HOUSE, 68 FEET WEST OF A FENCE
 FM0347'JUNCTION, 32 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF
 FM0347'THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 FM0347
 FM0347                          STATION RECOVERY (1980)
 FM0347
 FM0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0729 ***********************************************************************
 FL0729  DESIGNATION -  N 541
 FL0729  PID         -  FL0729
 FL0729  STATE/COUNTY-  TX/ROBERTS
 FL0729  USGS QUAD   -  ADOBE CREEK SE (1971)
 FL0729
 FL0729                         *CURRENT SURVEY CONTROL
 FL0729  ___________________________________________________________________
 FL0729* NAD 83(1986)-  35 48 34.     (N)    101 01 36.     (W)     SCALED    
 FL0729* NAVD 88     -       899.956  (meters)    2952.61   (feet)  ADJUSTED  
 FL0729  ___________________________________________________________________
 FL0729  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FL0729  DYNAMIC HT  -         898.966 (meters)    2949.36  (feet)  COMP
 FL0729  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 FL0729
 FL0729  VERT ORDER  -  SECOND    CLASS 0
 FL0729
 FL0729.The horizontal coordinates were scaled from a topographic map and have
 FL0729.an estimated accuracy of +/- 6 seconds.
 FL0729
 FL0729.The orthometric height was determined by differential leveling
 FL0729.and adjusted by the National Geodetic Survey in June 1991..
 FL0729
 FL0729.The geoid height was determined by GEOID03.
 FL0729
 FL0729.The dynamic height is computed by dividing the NAVD 88
 FL0729.geopotential number by the normal gravity value computed on the
 FL0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0729.degrees latitude (g = 980.6199 gals.).
 FL0729
 FL0729.The modeled gravity was interpolated from observed gravity values.
 FL0729
 FL0729;                    North         East    Units  Estimated Accuracy
 FL0729;SPC TX N     - 1,200,840.      242,780.      MT  (+/- 180 meters Scaled)
 FL0729
 FL0729                          SUPERSEDED SURVEY CONTROL
 FL0729
 FL0729  NGVD 29 (??/??/92)  899.536  (m)         2951.23   (f) ADJ UNCH    2 0
 FL0729
 FL0729.Superseded values are not recommended for survey control.
 FL0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0729.See file dsdata.txt to determine how the superseded data were derived.
 FL0729
 FL0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE168647(NAD 83)
 FL0729_MARKER: DB = BENCH MARK DISK
 FL0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0729_STAMPING: N 541 1935
 FL0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0729+STABILITY: SURFACE MOTION
 FL0729
 FL0729  HISTORY     - Date     Condition        Report By
 FL0729  HISTORY     - 1935     MONUMENTED       CGS
 FL0729  HISTORY     - 1961     MARK NOT FOUND   LOCENG
 FL0729  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0729
 FL0729                          STATION DESCRIPTION
 FL0729
 FL0729'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 FL0729'22.0 MI N FROM PAMPA.
 FL0729'IN ROBERTS COUNTY, 22.0 MILES NORTH OF PAMPA, GRAY COUNTY.  THIS BENCH
 FL0729'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 7.4 MILES NORTH, 2.0
 FL0729'MILES WEST, AND 0.8 MILE NORTH ALONG GRADED ROADS AND THENCE 11.8
 FL0729'MILES NORTHWEST ALONG A TRAIL.  IT IS 25.2 FEET EAST OF THE EAST END
 FL0729'OF AN AUTOMOBILE GATE, 28.6 FEET EAST OF THE CENTERLINE OF THE TRAIL,
 FL0729'AND 4.7 FEET NORTH OF THE SECTION-LINE FENCE.  A STANDARD DISK,
 FL0729'STAMPED N 541 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- RD.
 FL0729'WORK IN AREA.
 FL0729
 FL0729                          STATION RECOVERY (1971)
 FL0729
 FL0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0768 ***********************************************************************
 FL0768  DESIGNATION -  N 542
 FL0768  PID         -  FL0768
 FL0768  STATE/COUNTY-  TX/HUTCHINSON
 FL0768  USGS QUAD   -  PHILLIPS (1978)
 FL0768
 FL0768                         *CURRENT SURVEY CONTROL
 FL0768  ___________________________________________________________________
 FL0768* NAD 83(1986)-  35 44 54.     (N)    101 19 34.     (W)     SCALED    
 FL0768* NAVD 88     -       833.657  (meters)    2735.09   (feet)  ADJUSTED  
 FL0768  ___________________________________________________________________
 FL0768  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FL0768  DYNAMIC HT  -         832.738 (meters)    2732.07  (feet)  COMP
 FL0768  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 FL0768
 FL0768  VERT ORDER  -  SECOND    CLASS 0
 FL0768
 FL0768.The horizontal coordinates were scaled from a topographic map and have
 FL0768.an estimated accuracy of +/- 6 seconds.
 FL0768
 FL0768.The orthometric height was determined by differential leveling
 FL0768.and adjusted by the National Geodetic Survey in June 1991..
 FL0768
 FL0768.The geoid height was determined by GEOID03.
 FL0768
 FL0768.The dynamic height is computed by dividing the NAVD 88
 FL0768.geopotential number by the normal gravity value computed on the
 FL0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0768.degrees latitude (g = 980.6199 gals.).
 FL0768
 FL0768.The modeled gravity was interpolated from observed gravity values.
 FL0768
 FL0768;                    North         East    Units  Estimated Accuracy
 FL0768;SPC TX N     - 1,193,970.      215,730.      MT  (+/- 180 meters Scaled)
 FL0768
 FL0768                          SUPERSEDED SURVEY CONTROL
 FL0768
 FL0768  NGVD 29 (??/??/92)  833.230  (m)         2733.69   (f) ADJ UNCH    2 0
 FL0768
 FL0768.Superseded values are not recommended for survey control.
 FL0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0768.See file dsdata.txt to determine how the superseded data were derived.
 FL0768
 FL0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE896585(NAD 83)
 FL0768_MARKER: DB = BENCH MARK DISK
 FL0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0768_STAMPING: N 542 1935
 FL0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0768+STABILITY: SURFACE MOTION
 FL0768
 FL0768  HISTORY     - Date     Condition        Report By
 FL0768  HISTORY     - 1935     MONUMENTED       CGS
 FL0768  HISTORY     - 1953     MARK NOT FOUND   NGS
 FL0768
 FL0768                          STATION DESCRIPTION
 FL0768
 FL0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0768'4.9 MI SW FROM PLEMONS.
 FL0768'4.9 MILES SOUTHWEST ALONG A ROAD FROM THE POST OFFICE AT PLEMONS,
 FL0768'THENCE 1.1 MILES SOUTHEAST ALONG A TRAIL.  1.2 MILES SOUTHEAST OF AN
 FL0768'OLD BRIDGE OVER CANADIAN RIVER, 0.7 MILE WEST OF A WHITE RANCH HOUSE,
 FL0768'0.2 MILE SOUTH OF THE SOUTH BANK OF CANADIAN RIVER, 12.2 FEET NORTH OF
 FL0768'THE CENTERLINE OF THE TRAIL, AND 3.6 FEET NORTH OF THE SECTIONLINE
 FL0768'FENCE.  A STANDARD DISK, STAMPED N 542 1935 AND SET IN THE TOP OF A
 FL0768'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0575 ***********************************************************************
 FL0575  DESIGNATION -  N 543
 FL0575  PID         -  FL0575
 FL0575  STATE/COUNTY-  TX/ROBERTS
 FL0575  USGS QUAD   -  MIAMI (1972)
 FL0575
 FL0575                         *CURRENT SURVEY CONTROL
 FL0575  ___________________________________________________________________
 FL0575* NAD 83(1986)-  35 44 58.     (N)    100 40 46.     (W)     SCALED    
 FL0575* NAVD 88     -       930.051  (meters)    3051.34   (feet)  ADJUSTED  
 FL0575  ___________________________________________________________________
 FL0575  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FL0575  DYNAMIC HT  -         929.022 (meters)    3047.97  (feet)  COMP
 FL0575  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 FL0575
 FL0575  VERT ORDER  -  SECOND    CLASS 0
 FL0575
 FL0575.The horizontal coordinates were scaled from a topographic map and have
 FL0575.an estimated accuracy of +/- 6 seconds.
 FL0575
 FL0575.The orthometric height was determined by differential leveling
 FL0575.and adjusted by the National Geodetic Survey in June 1991..
 FL0575
 FL0575.The geoid height was determined by GEOID03.
 FL0575
 FL0575.The dynamic height is computed by dividing the NAVD 88
 FL0575.geopotential number by the normal gravity value computed on the
 FL0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0575.degrees latitude (g = 980.6199 gals.).
 FL0575
 FL0575.The modeled gravity was interpolated from observed gravity values.
 FL0575
 FL0575;                    North         East    Units  Estimated Accuracy
 FL0575;SPC TX N     - 1,194,390.      274,210.      MT  (+/- 180 meters Scaled)
 FL0575
 FL0575                          SUPERSEDED SURVEY CONTROL
 FL0575
 FL0575  NGVD 29 (??/??/92)  929.651  (m)         3050.03   (f) ADJ UNCH    2 0
 FL0575
 FL0575.Superseded values are not recommended for survey control.
 FL0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0575.See file dsdata.txt to determine how the superseded data were derived.
 FL0575
 FL0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE481574(NAD 83)
 FL0575_MARKER: DB = BENCH MARK DISK
 FL0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0575_STAMPING: N 543 1935
 FL0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0575+STABILITY: SURFACE MOTION
 FL0575
 FL0575  HISTORY     - Date     Condition        Report By
 FL0575  HISTORY     - 1935     MONUMENTED       CGS
 FL0575  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0575
 FL0575                          STATION DESCRIPTION
 FL0575
 FL0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0575'5.2 MI N FROM MIAMI.
 FL0575'5.2 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT MIAMI, 0.7
 FL0575'MILE NORTH OF A ROAD JUNCTION AND THE W.J. JOHNSON RANCH HOUSE, 48.4
 FL0575'FEET EAST OF THE EAST OF A CATTLE GUARD, 36.6 FEET EAST OF THE
 FL0575'CENTERLINE OF THE ROAD, AND 2.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FL0575'A STANDARD DESK, STAMPED N 543 1935 AND SET IN THE TOP OF A CONCRETE
 FL0575'POST.
 FL0575
 FL0575                          STATION RECOVERY (1972)
 FL0575
 FL0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0552 ***********************************************************************
 FL0552  DESIGNATION -  N 544
 FL0552  PID         -  FL0552
 FL0552  STATE/COUNTY-  TX/ROBERTS
 FL0552  USGS QUAD   -  HORSE CREEK NORTH (1972)
 FL0552
 FL0552                         *CURRENT SURVEY CONTROL
 FL0552  ___________________________________________________________________
 FL0552* NAD 83(1986)-  35 52 37.     (N)    100 44 37.     (W)     SCALED    
 FL0552* NAVD 88     -       875.747  (meters)    2873.18   (feet)  ADJUSTED  
 FL0552  ___________________________________________________________________
 FL0552  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FL0552  DYNAMIC HT  -         874.795 (meters)    2870.06  (feet)  COMP
 FL0552  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 FL0552
 FL0552  VERT ORDER  -  SECOND    CLASS 0
 FL0552
 FL0552.The horizontal coordinates were scaled from a topographic map and have
 FL0552.an estimated accuracy of +/- 6 seconds.
 FL0552
 FL0552.The orthometric height was determined by differential leveling
 FL0552.and adjusted by the National Geodetic Survey in June 1991..
 FL0552
 FL0552.The geoid height was determined by GEOID03.
 FL0552
 FL0552.The dynamic height is computed by dividing the NAVD 88
 FL0552.geopotential number by the normal gravity value computed on the
 FL0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0552.degrees latitude (g = 980.6199 gals.).
 FL0552
 FL0552.The modeled gravity was interpolated from observed gravity values.
 FL0552
 FL0552;                    North         East    Units  Estimated Accuracy
 FL0552;SPC TX N     - 1,208,490.      268,300.      MT  (+/- 180 meters Scaled)
 FL0552
 FL0552                          SUPERSEDED SURVEY CONTROL
 FL0552
 FL0552  NGVD 29 (??/??/92)  875.371  (m)         2871.95   (f) ADJ UNCH    2 0
 FL0552
 FL0552.Superseded values are not recommended for survey control.
 FL0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0552.See file dsdata.txt to determine how the superseded data were derived.
 FL0552
 FL0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE426717(NAD 83)
 FL0552_MARKER: DB = BENCH MARK DISK
 FL0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0552_STAMPING: N 544 1935
 FL0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0552+STABILITY: SURFACE MOTION
 FL0552
 FL0552  HISTORY     - Date     Condition        Report By
 FL0552  HISTORY     - 1935     MONUMENTED       CGS
 FL0552  HISTORY     - 1972     GOOD             USGS
 FL0552
 FL0552                          STATION DESCRIPTION
 FL0552
 FL0552'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0552'17.3 MI NW FROM MIAMI.
 FL0552'11.0 MI. NW ALONG FARM ROAD 283, FROM THE POST OFFICE AT MIAMI,
 FL0552'ROBERTS CO., THENCE 6.35 MI. N. ALONG A GRADED RD., 99.0 FT. E. OF THE
 FL0552'CENTERLINE OF RD., 36.3 FT. S. OF A FENCE CORNER, 1.7 FT. W. OF THE
 FL0552'N-S FENCE.  A STANDARD DISK STAMPED N 544 1935 AND SET IN THE TOP OF A
 FL0552'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0968 ***********************************************************************
 FL0968  DESIGNATION -  N 545
 FL0968  PID         -  FL0968
 FL0968  STATE/COUNTY-  TX/CARSON
 FL0968  USGS QUAD   -  CUYLER (1978)
 FL0968
 FL0968                         *CURRENT SURVEY CONTROL
 FL0968  ___________________________________________________________________
 FL0968* NAD 83(1986)-  35 29 13.     (N)    101 15 26.     (W)     SCALED    
 FL0968* NAVD 88     -      1039.593  (meters)    3410.73   (feet)  ADJUSTED  
 FL0968  ___________________________________________________________________
 FL0968  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0968  DYNAMIC HT  -        1038.415 (meters)    3406.87  (feet)  COMP
 FL0968  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 FL0968
 FL0968  VERT ORDER  -  SECOND    CLASS 0
 FL0968
 FL0968.The horizontal coordinates were scaled from a topographic map and have
 FL0968.an estimated accuracy of +/- 6 seconds.
 FL0968
 FL0968.The orthometric height was determined by differential leveling
 FL0968.and adjusted by the National Geodetic Survey in June 1991..
 FL0968
 FL0968.The geoid height was determined by GEOID03.
 FL0968
 FL0968.The dynamic height is computed by dividing the NAVD 88
 FL0968.geopotential number by the normal gravity value computed on the
 FL0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0968.degrees latitude (g = 980.6199 gals.).
 FL0968
 FL0968.The modeled gravity was interpolated from observed gravity values.
 FL0968
 FL0968;                    North         East    Units  Estimated Accuracy
 FL0968;SPC TX N     - 1,164,980.      222,030.      MT  (+/- 180 meters Scaled)
 FL0968
 FL0968                          SUPERSEDED SURVEY CONTROL
 FL0968
 FL0968  NGVD 29 (??/??/92) 1039.132  (m)         3409.22   (f) ADJ UNCH    2 0
 FL0968
 FL0968.Superseded values are not recommended for survey control.
 FL0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0968.See file dsdata.txt to determine how the superseded data were derived.
 FL0968
 FL0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE952293(NAD 83)
 FL0968_MARKER: DB = BENCH MARK DISK
 FL0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0968_STAMPING: N 545 1935
 FL0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0968+STABILITY: SURFACE MOTION
 FL0968
 FL0968  HISTORY     - Date     Condition        Report By
 FL0968  HISTORY     - 1935     MONUMENTED       CGS
 FL0968
 FL0968                          STATION DESCRIPTION
 FL0968
 FL0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0968'5.7 MI SW FROM WHITE DEER.
 FL0968'5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 FL0968'WHITE DEER, CARSON COUNTY, 7.5 MILES NORTH ALONG A GRADED ROAD.  2.0
 FL0968'MILES SOUTH OF A ROAD JUNCTION, 0.2 MILE SOUTH OF AN AUTOMOBILE GAT,
 FL0968'30.5 FEET WEST OF THE CENTERLINE OF THE ROAD, AT A FENCE JUNCTION,
 FL0968'10.6 FEET NORTH OF THE EAST-AND-WEST FENCE, AND 3.2 FEET EAST OF THE
 FL0968'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED N 545 1935 AND SET IN
 FL0968'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0683 ***********************************************************************
 FL0683  DESIGNATION -  N 546
 FL0683  PID         -  FL0683
 FL0683  STATE/COUNTY-  TX/HEMPHILL
 FL0683  USGS QUAD   -  LORA (1967)
 FL0683
 FL0683                         *CURRENT SURVEY CONTROL
 FL0683  ___________________________________________________________________
 FL0683* NAD 83(1986)-  35 41 57.     (N)    100 32 30.     (W)     SCALED    
 FL0683* NAVD 88     -       867.674  (meters)    2846.69   (feet)  ADJUSTED  
 FL0683  ___________________________________________________________________
 FL0683  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FL0683  DYNAMIC HT  -         866.723 (meters)    2843.57  (feet)  COMP
 FL0683  MODELED GRAV-     979,508.0   (mgal)                       NAVD 88
 FL0683
 FL0683  VERT ORDER  -  SECOND    CLASS 0
 FL0683
 FL0683.The horizontal coordinates were scaled from a topographic map and have
 FL0683.an estimated accuracy of +/- 6 seconds.
 FL0683
 FL0683.The orthometric height was determined by differential leveling
 FL0683.and adjusted by the National Geodetic Survey in June 1991..
 FL0683
 FL0683.The geoid height was determined by GEOID03.
 FL0683
 FL0683.The dynamic height is computed by dividing the NAVD 88
 FL0683.geopotential number by the normal gravity value computed on the
 FL0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0683.degrees latitude (g = 980.6199 gals.).
 FL0683
 FL0683.The modeled gravity was interpolated from observed gravity values.
 FL0683
 FL0683;                    North         East    Units  Estimated Accuracy
 FL0683;SPC TX N     - 1,188,920.      286,730.      MT  (+/- 180 meters Scaled)
 FL0683
 FL0683                          SUPERSEDED SURVEY CONTROL
 FL0683
 FL0683  NGVD 29 (??/??/92)  867.298  (m)         2845.46   (f) ADJ UNCH    2 0
 FL0683
 FL0683.Superseded values are not recommended for survey control.
 FL0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0683.See file dsdata.txt to determine how the superseded data were derived.
 FL0683
 FL0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE605516(NAD 83)
 FL0683_MARKER: DB = BENCH MARK DISK
 FL0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0683_STAMPING: N-546 1935
 FL0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0683+STABILITY: SURFACE MOTION
 FL0683
 FL0683  HISTORY     - Date     Condition        Report By
 FL0683  HISTORY     - 1935     MONUMENTED       CGS
 FL0683
 FL0683                          STATION DESCRIPTION
 FL0683
 FL0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0683'8.7 MI SE FROM MIAMI.
 FL0683'TO REACH BENCHMARK FROM COURT HOUSE GO 5.5 MILES EAST ALONG U.S.
 FL0683'HIGHWAY NO. 60, THENCE 3.2 MILES SOUTH ALONG GRADED ROAD.  BENCHMARK
 FL0683'IS HALF WAY UP SHORT STEEP HILL ON THE OUTSIDE OF  CURVE IN ROAD. 0.1
 FL0683'MILE WEST OF SOUTH TURN OF ROAD.  72.4 FEET SOUTHWEST OF CENTER-LINE
 FL0683'OF ROAD AT CURVE.  3.4 FEET NORTH OF E-W FENCE.  3.3 FEET EAST OF N-S
 FL0683'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0105 ***********************************************************************
 FL0105  DESIGNATION -  N 548
 FL0105  PID         -  FL0105
 FL0105  STATE/COUNTY-  TX/WHEELER
 FL0105  USGS QUAD   -  MOBEETIE (1963)
 FL0105
 FL0105                         *CURRENT SURVEY CONTROL
 FL0105  ___________________________________________________________________
 FL0105* NAD 83(1986)-  35 32 47.     (N)    100 24 29.     (W)     SCALED    
 FL0105* NAVD 88     -       806.132  (meters)    2644.78   (feet)  ADJUSTED  
 FL0105  ___________________________________________________________________
 FL0105  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 FL0105  DYNAMIC HT  -         805.256 (meters)    2641.91  (feet)  COMP
 FL0105  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 FL0105
 FL0105  VERT ORDER  -  SECOND    CLASS 0
 FL0105
 FL0105.The horizontal coordinates were scaled from a topographic map and have
 FL0105.an estimated accuracy of +/- 6 seconds.
 FL0105
 FL0105.The orthometric height was determined by differential leveling
 FL0105.and adjusted by the National Geodetic Survey in June 1991..
 FL0105
 FL0105.The geoid height was determined by GEOID03.
 FL0105
 FL0105.The dynamic height is computed by dividing the NAVD 88
 FL0105.geopotential number by the normal gravity value computed on the
 FL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0105.degrees latitude (g = 980.6199 gals.).
 FL0105
 FL0105.The modeled gravity was interpolated from observed gravity values.
 FL0105
 FL0105;                    North         East    Units  Estimated Accuracy
 FL0105;SPC TX N     - 1,172,100.      299,000.      MT  (+/- 180 meters Scaled)
 FL0105
 FL0105                          SUPERSEDED SURVEY CONTROL
 FL0105
 FL0105  NGVD 29 (??/??/92)  805.792  (m)         2643.67   (f) ADJ UNCH    2 0
 FL0105
 FL0105.Superseded values are not recommended for survey control.
 FL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0105.See file dsdata.txt to determine how the superseded data were derived.
 FL0105
 FL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE723345(NAD 83)
 FL0105_MARKER: DB = BENCH MARK DISK
 FL0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0105_STAMPING: N-548 1935
 FL0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0105+STABILITY: SURFACE MOTION
 FL0105
 FL0105  HISTORY     - Date     Condition        Report By
 FL0105  HISTORY     - 1935     MONUMENTED       CGS
 FL0105
 FL0105                          STATION DESCRIPTION
 FL0105
 FL0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0105'1.8 MI E FROM MOBEETIE.
 FL0105'1.8 MILES EAST ALONG A.T. AND S.F. RAILROAD BETWEEN PAMPA AND GAGEBY.
 FL0105'0.1 MILE EAST OF MILE POST NO. 32.  51.6 FEET SOUTH OF SOUTH RAIL.
 FL0105'47.6 FEET NORTH OF RIGHT-OF-WAY FENCE.  126.3 FEET NORTHEAST OF EAST
 FL0105'END OF IRON GATE.  79.2 FEET SOUTHEAST OF SOUTHEAST CORNER OF CULVERT
 FL0105'NO. 32-A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0471 ***********************************************************************
 FL0471  DESIGNATION -  N 550 RESET 1968
 FL0471  PID         -  FL0471
 FL0471  STATE/COUNTY-  TX/GRAY
 FL0471  USGS QUAD   -  POND CREEK (1976)
 FL0471
 FL0471                         *CURRENT SURVEY CONTROL
 FL0471  ___________________________________________________________________
 FL0471* NAD 83(1986)-  35 27 33.     (N)    100 35 32.     (W)     SCALED    
 FL0471* NAVD 88     -       849.34   (meters)    2786.5    (feet)  RESET     
 FL0471  ___________________________________________________________________
 FL0471  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FL0471
 FL0471  VERT ORDER  -  THIRD
 FL0471
 FL0471.The horizontal coordinates were scaled from a topographic map and have
 FL0471.an estimated accuracy of +/- 6 seconds.
 FL0471
 FL0471.The orthometric height was computed from unverified reset data.
 FL0471
 FL0471.The geoid height was determined by GEOID03.
 FL0471
 FL0471;                    North         East    Units  Estimated Accuracy
 FL0471;SPC TX N     - 1,162,250.      282,400.      MT  (+/- 180 meters Scaled)
 FL0471
 FL0471                          SUPERSEDED SURVEY CONTROL
 FL0471
 FL0471.No superseded survey control is available for this station.
 FL0471
 FL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE555251(NAD 83)
 FL0471_MARKER: DB = BENCH MARK DISK
 FL0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0471_STAMPING: N 550 RESET 1968
 FL0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0471+STABILITY: SURFACE MOTION
 FL0471
 FL0471  HISTORY     - Date     Condition        Report By
 FL0471  HISTORY     - 1968     MONUMENTED       CGS
 FL0471
 FL0471                          STATION DESCRIPTION
 FL0471
 FL0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FL0471'7.0 MI SE FROM LAKETON.
 FL0471'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF F.M.
 FL0471'HIGHWAY 748 IN LAKETON, THENCE 4.0 MILES SOUTH ALONG F. M. ROAD 2857
 FL0471'TO SITE OF BENCHMARK, 63 FEET EAST OF CENTER LINE OF F.M. ROAD 2857,
 FL0471'128 FEET NORTH OF AN EAST-WEST FENCE, 87 FEET SOUTH OF A CATTLE GUARD,
 FL0471'1 FOOT EAST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, AND AT
 FL0471'TEXAS HIGHWAY DEPARTMENT STATION 187 + 04.  A C AND GS BENCH MARK DISK
 FL0471'SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 FL0471'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0934 ***********************************************************************
 FL0934  DESIGNATION -  N 551
 FL0934  PID         -  FL0934
 FL0934  STATE/COUNTY-  TX/GRAY
 FL0934  USGS QUAD   -  KINGSMILL (1966)
 FL0934
 FL0934                         *CURRENT SURVEY CONTROL
 FL0934  ___________________________________________________________________
 FL0934* NAD 83(1986)-  35 26 42.     (N)    101 03 37.     (W)     SCALED    
 FL0934* NAVD 88     -      1003.314  (meters)    3291.71   (feet)  ADJUSTED  
 FL0934  ___________________________________________________________________
 FL0934  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL0934  DYNAMIC HT  -        1002.197 (meters)    3288.04  (feet)  COMP
 FL0934  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 FL0934
 FL0934  VERT ORDER  -  SECOND    CLASS 0
 FL0934
 FL0934.The horizontal coordinates were scaled from a topographic map and have
 FL0934.an estimated accuracy of +/- 6 seconds.
 FL0934
 FL0934.The orthometric height was determined by differential leveling
 FL0934.and adjusted by the National Geodetic Survey in June 1991..
 FL0934
 FL0934.The geoid height was determined by GEOID03.
 FL0934
 FL0934.The dynamic height is computed by dividing the NAVD 88
 FL0934.geopotential number by the normal gravity value computed on the
 FL0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0934.degrees latitude (g = 980.6199 gals.).
 FL0934
 FL0934.The modeled gravity was interpolated from observed gravity values.
 FL0934
 FL0934;                    North         East    Units  Estimated Accuracy
 FL0934;SPC TX N     - 1,160,390.      239,920.      MT  (+/- 180 meters Scaled)
 FL0934
 FL0934                          SUPERSEDED SURVEY CONTROL
 FL0934
 FL0934  NGVD 29 (??/??/92) 1002.890  (m)         3290.31   (f) ADJ UNCH    2 0
 FL0934
 FL0934.Superseded values are not recommended for survey control.
 FL0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0934.See file dsdata.txt to determine how the superseded data were derived.
 FL0934
 FL0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE130243(NAD 83)
 FL0934_MARKER: DB = BENCH MARK DISK
 FL0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0934_STAMPING: N 551 1935
 FL0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0934+STABILITY: SURFACE MOTION
 FL0934
 FL0934  HISTORY     - Date     Condition        Report By
 FL0934  HISTORY     - 1935     MONUMENTED       CGS
 FL0934
 FL0934                          STATION DESCRIPTION
 FL0934
 FL0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0934'0.2 MI E FROM KINGS MILL.
 FL0934'0.2 MILE EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT KINGS MILL,
 FL0934'GRAY COUNTY, 2.6 MILES SOUTH ALONG ANOTHER GRADED ROAD.  110 FEET
 FL0934'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 53.7 FEET EAST OF THE
 FL0934'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 63 FEET NORTH OF A FENCE
 FL0934'CORNER, AND 6.3 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FL0934'STAMPED N 551 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0929 ***********************************************************************
 FL0929  DESIGNATION -  N 552
 FL0929  PID         -  FL0929
 FL0929  STATE/COUNTY-  TX/CARSON
 FL0929  USGS QUAD   -  WHITE DEER (1965)
 FL0929
 FL0929                         *CURRENT SURVEY CONTROL
 FL0929  ___________________________________________________________________
 FL0929* NAD 83(1986)-  35 29 14.     (N)    101 10 46.     (W)     SCALED    
 FL0929* NAVD 88     -      1019.980  (meters)    3346.38   (feet)  ADJUSTED  
 FL0929  ___________________________________________________________________
 FL0929  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL0929  DYNAMIC HT  -        1018.834 (meters)    3342.62  (feet)  COMP
 FL0929  MODELED GRAV-     979,474.8   (mgal)                       NAVD 88
 FL0929
 FL0929  VERT ORDER  -  SECOND    CLASS 0
 FL0929
 FL0929.The horizontal coordinates were scaled from a topographic map and have
 FL0929.an estimated accuracy of +/- 6 seconds.
 FL0929
 FL0929.The orthometric height was determined by differential leveling
 FL0929.and adjusted by the National Geodetic Survey in June 1991..
 FL0929
 FL0929.The geoid height was determined by GEOID03.
 FL0929
 FL0929.The dynamic height is computed by dividing the NAVD 88
 FL0929.geopotential number by the normal gravity value computed on the
 FL0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0929.degrees latitude (g = 980.6199 gals.).
 FL0929
 FL0929.The modeled gravity was interpolated from observed gravity values.
 FL0929
 FL0929;                    North         East    Units  Estimated Accuracy
 FL0929;SPC TX N     - 1,165,040.      229,090.      MT  (+/- 180 meters Scaled)
 FL0929
 FL0929                          SUPERSEDED SURVEY CONTROL
 FL0929
 FL0929  NGVD 29 (??/??/92) 1019.534  (m)         3344.92   (f) ADJ UNCH    2 0
 FL0929
 FL0929.Superseded values are not recommended for survey control.
 FL0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0929.See file dsdata.txt to determine how the superseded data were derived.
 FL0929
 FL0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE022292(NAD 83)
 FL0929_MARKER: DB = BENCH MARK DISK
 FL0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0929_STAMPING: N 552 1935
 FL0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0929+STABILITY: SURFACE MOTION
 FL0929
 FL0929  HISTORY     - Date     Condition        Report By
 FL0929  HISTORY     - 1935     MONUMENTED       CGS
 FL0929  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0929
 FL0929                          STATION DESCRIPTION
 FL0929
 FL0929'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0929'4.3 MI N FROM WHITE DEER.
 FL0929'4.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0929'STATION AT WHITE DEER, CARSON COUNTY, 27-1/2 RAILS NORTH OF MILEPOST
 FL0929'4, AT A ROAD CROSSING, 53 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 FL0929'52.2 FEET EAST OF THE EAST RAIL, 38.7 FEET NORTHEAST OF THE NORTHEAST
 FL0929'CORNER OF CULVERT 4 A, AND 4.6 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 FL0929'STANDARD DISK, STAMPED N 552 1935 AND SET IN THE TOP OF A CONCRETE
 FL0929'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0414 ***********************************************************************
 FL0414  DESIGNATION -  N 553
 FL0414  PID         -  FL0414
 FL0414  STATE/COUNTY-  TX/GRAY
 FL0414  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0414
 FL0414                         *CURRENT SURVEY CONTROL
 FL0414  ___________________________________________________________________
 FL0414* NAD 83(1986)-  35 18 49.     (N)    100 41 54.     (W)     SCALED    
 FL0414* NAVD 88     -       847.396  (meters)    2780.16   (feet)  ADJUSTED  
 FL0414  ___________________________________________________________________
 FL0414  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL0414  DYNAMIC HT  -         846.491 (meters)    2777.20  (feet)  COMP
 FL0414  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 FL0414
 FL0414  VERT ORDER  -  SECOND    CLASS 0
 FL0414
 FL0414.The horizontal coordinates were scaled from a topographic map and have
 FL0414.an estimated accuracy of +/- 6 seconds.
 FL0414
 FL0414.The orthometric height was determined by differential leveling
 FL0414.and adjusted by the National Geodetic Survey in June 1991..
 FL0414
 FL0414.The geoid height was determined by GEOID03.
 FL0414
 FL0414.The dynamic height is computed by dividing the NAVD 88
 FL0414.geopotential number by the normal gravity value computed on the
 FL0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0414.degrees latitude (g = 980.6199 gals.).
 FL0414
 FL0414.The modeled gravity was interpolated from observed gravity values.
 FL0414
 FL0414;                    North         East    Units  Estimated Accuracy
 FL0414;SPC TX N     - 1,146,020.      272,900.      MT  (+/- 180 meters Scaled)
 FL0414
 FL0414                          SUPERSEDED SURVEY CONTROL
 FL0414
 FL0414  NGVD 29 (??/??/92)  847.048  (m)         2779.02   (f) ADJ UNCH    2 0
 FL0414
 FL0414.Superseded values are not recommended for survey control.
 FL0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0414.See file dsdata.txt to determine how the superseded data were derived.
 FL0414
 FL0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE456091(NAD 83)
 FL0414_MARKER: DB = BENCH MARK DISK
 FL0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0414_STAMPING: N 553 1935
 FL0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0414+STABILITY: SURFACE MOTION
 FL0414
 FL0414  HISTORY     - Date     Condition        Report By
 FL0414  HISTORY     - 1935     MONUMENTED       CGS
 FL0414  HISTORY     - 1943     GOOD             NGS
 FL0414
 FL0414                          STATION DESCRIPTION
 FL0414
 FL0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0414'11.7 MI SE FROM LEFORS.
 FL0414'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 273 FROM THE POST OFFICE AT
 FL0414'LEFORS, THENCE 4.4 MILES SOUTH ALONG THE ALANREED ROAD.  ON THE SOUTH
 FL0414'SLOPE OF A LONG HILL, 21.7 FEET WEST OF THE CENTERLINE OF THE ROAD, 20
 FL0414'FEET NORTH OF A GATE, AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 FL0414'STANDARD DISK, STAMPED N 553 1935 AND SET IN THE TOP OF A CONCRETE
 FL0414'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0284 ***********************************************************************
 FL0284  DESIGNATION -  N 554 RESET 1943
 FL0284  PID         -  FL0284
 FL0284  STATE/COUNTY-  TX/WHEELER
 FL0284  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0284
 FL0284                         *CURRENT SURVEY CONTROL
 FL0284  ___________________________________________________________________
 FL0284* NAD 83(1986)-  35 14 07.     (N)    100 20 35.     (W)     SCALED    
 FL0284* NAVD 88     -       740.012  (meters)    2427.86   (feet)  ADJUSTED  
 FL0284  ___________________________________________________________________
 FL0284  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL0284  DYNAMIC HT  -         739.238 (meters)    2425.32  (feet)  COMP
 FL0284  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 FL0284
 FL0284  VERT ORDER  -  FIRST     CLASS II
 FL0284
 FL0284.The horizontal coordinates were scaled from a topographic map and have
 FL0284.an estimated accuracy of +/- 6 seconds.
 FL0284
 FL0284.The orthometric height was determined by differential leveling
 FL0284.and adjusted by the National Geodetic Survey in June 1991..
 FL0284
 FL0284.The geoid height was determined by GEOID03.
 FL0284
 FL0284.The dynamic height is computed by dividing the NAVD 88
 FL0284.geopotential number by the normal gravity value computed on the
 FL0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0284.degrees latitude (g = 980.6199 gals.).
 FL0284
 FL0284.The modeled gravity was interpolated from observed gravity values.
 FL0284
 FL0284;                    North         East    Units  Estimated Accuracy
 FL0284;SPC TX N     - 1,137,650.      305,300.      MT  (+/- 180 meters Scaled)
 FL0284
 FL0284                          SUPERSEDED SURVEY CONTROL
 FL0284
 FL0284  NGVD 29 (??/??/92)  739.720  (m)         2426.90   (f) ADJ UNCH    1 2
 FL0284
 FL0284.Superseded values are not recommended for survey control.
 FL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0284.See file dsdata.txt to determine how the superseded data were derived.
 FL0284
 FL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD777999(NAD 83)
 FL0284_MARKER: DB = BENCH MARK DISK
 FL0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0284_STAMPING: N 554 1935 RESET 1943
 FL0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0284+STABILITY: SURFACE MOTION
 FL0284
 FL0284  HISTORY     - Date     Condition        Report By
 FL0284  HISTORY     - 1943     MONUMENTED       CGS
 FL0284  HISTORY     - 1953     GOOD             NGS
 FL0284  HISTORY     - 1955     GOOD             NGS
 FL0284
 FL0284                          STATION DESCRIPTION
 FL0284
 FL0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0284'0.6 MI N FROM LELA.
 FL0284'0.6 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT LELA,
 FL0284'47 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING WEST TO A SMALL
 FL0284'STUCCO HOUSE, 39 FEET WEST OF THE CENTER LINE OF A ROAD, 123 FEET
 FL0284'NORTHEAST OF THE NORTHEAST CORNER OF THE STUCCO HOUSE, 5 FEET
 FL0284'SOUTHEAST OF A POWER POLE, 1.8 FEET EAST OF A WITNESS POST, 4 FEET
 FL0284'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0284'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 FL0284
 FL0284                          STATION RECOVERY (1955)
 FL0284
 FL0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1249 ***********************************************************************
 BL1249  DESIGNATION -  N 555
 BL1249  PID         -  BL1249
 BL1249  STATE/COUNTY-  TX/MONTGOMERY
 BL1249  USGS QUAD   -  CONROE (1976)
 BL1249
 BL1249                         *CURRENT SURVEY CONTROL
 BL1249  ___________________________________________________________________
 BL1249* NAD 83(1986)-  30 19 28.     (N)    095 26 30.     (W)     SCALED    
 BL1249* NAVD 88     -        60.966  (meters)     200.02   (feet)  ADJUSTED  
 BL1249  ___________________________________________________________________
 BL1249  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1249  DYNAMIC HT  -          60.885 (meters)     199.75  (feet)  COMP
 BL1249  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 BL1249
 BL1249  VERT ORDER  -  FIRST     CLASS I
 BL1249
 BL1249.The horizontal coordinates were scaled from a topographic map and have
 BL1249.an estimated accuracy of +/- 6 seconds.
 BL1249
 BL1249.The orthometric height was determined by differential leveling
 BL1249.and adjusted by the National Geodetic Survey in June 1991..
 BL1249
 BL1249.The geoid height was determined by GEOID03.
 BL1249
 BL1249.The dynamic height is computed by dividing the NAVD 88
 BL1249.geopotential number by the normal gravity value computed on the
 BL1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1249.degrees latitude (g = 980.6199 gals.).
 BL1249
 BL1249.The modeled gravity was interpolated from observed gravity values.
 BL1249
 BL1249;                    North         East    Units  Estimated Accuracy
 BL1249;SPC TX C     - 3,083,260.    1,170,260.      MT  (+/- 180 meters Scaled)
 BL1249
 BL1249                          SUPERSEDED SURVEY CONTROL
 BL1249
 BL1249  NGVD 29 (12/23/87)   60.969  (m)          200.03   (f) ADJUSTED    1 1
 BL1249
 BL1249.Superseded values are not recommended for survey control.
 BL1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1249.See file dsdata.txt to determine how the superseded data were derived.
 BL1249
 BL1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP652572(NAD 83)
 BL1249_MARKER: DB = BENCH MARK DISK
 BL1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1249_SP_SET: CONCRETE POST
 BL1249_STAMPING: N 555 1947
 BL1249_MARK LOGO: CGS   
 BL1249_PROJECTION: PROJECTING 6 CENTIMETERS
 BL1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1249+STABILITY: SURFACE MOTION
 BL1249
 BL1249  HISTORY     - Date     Condition        Report By
 BL1249  HISTORY     - 1947     MONUMENTED       CGS
 BL1249  HISTORY     - 1960     GOOD             NGS
 BL1249  HISTORY     - 1978     GOOD             NGS
 BL1249  HISTORY     - 1987     GOOD             NGS
 BL1249
 BL1249                          STATION DESCRIPTION
 BL1249
 BL1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL1249'1.65 MI NE FROM CONROE.
 BL1249'ABOUT 0.15 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL1249'STATION AT CONROE, THENCE 0.7 MILE EAST-NORTHEAST ALONG STATE HIGHWAY
 BL1249'105, THENCE 0.8 MILE NORTHEAST ALONG FARM ROAD 1484, ON THE CREST OF A
 BL1249'SLIGHT RISE, 42 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BL1249'11 FEET NORTH OF A TELEPHONE POLE, 14 1/2 FEET SOUTH OF AN 8-INCH OAK
 BL1249'TREE MARKED WITH A TRIANGULAR BLAZE ON ITS SOUTHEAST SIDE, 112 FEET
 BL1249'WEST AND ACROSS THE HIGHWAY FROM POWER POLE NO. 2099, IN THE TOP OF A
 BL1249'CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 BL1249
 BL1249                          STATION RECOVERY (1978)
 BL1249
 BL1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1249'ADD=10 FEET NORTH OF A CABLE ROUTE POST, 1 FOOT SOUTHWEST OF
 BL1249'WITNESS POST.  NOTE=BENCH MARK IS NO LONGER 11 FEET NORTH OF A TELEPHO
 BL1249
 BL1249                          STATION RECOVERY (1987)
 BL1249
 BL1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1249'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.10
 BL1249'MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH
 BL1249'AVENUE A IN CONROE, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG STATE
 BL1249'HIGHWAY 105, THENCE 1.3 KM (0.80 MI) NORTHEASTERLY ALONG FARM ROAD
 BL1249'1484, 34.1 M (111.9 FT) WEST OF A UTILITY POLE, 13.0 M (42.7 FT)
 BL1249'NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.6 M (11.8 FT) SOUTH OF A
 BL1249'FIRE HYDRANT, AND 3.0 M (9.8 FT) NORTH OF AN UNDERGROUND CABLE MARKER.
 BL1249'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 BL1249'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1474 ***********************************************************************
 BY1474  DESIGNATION -  N 556
 BY1474  PID         -  BY1474
 BY1474  STATE/COUNTY-  TX/TRINITY
 BY1474  USGS QUAD   -  CENTRALIA (1950)
 BY1474
 BY1474                         *CURRENT SURVEY CONTROL
 BY1474  ___________________________________________________________________
 BY1474* NAD 83(1986)-  31 20 00.     (N)    095 00 13.     (W)     SCALED    
 BY1474* NAVD 88     -        67.02   (+/-2cm)     219.9    (feet)  VERTCON   
 BY1474  ___________________________________________________________________
 BY1474  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BY1474
 BY1474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1474
 BY1474.The horizontal coordinates were scaled from a topographic map and have
 BY1474.an estimated accuracy of +/- 6 seconds.
 BY1474
 BY1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1474.The vertical order pertains to the NGVD 29 superseded value.
 BY1474
 BY1474.The geoid height was determined by GEOID03.
 BY1474
 BY1474;                    North         East    Units  Estimated Accuracy
 BY1474;SPC TX C     - 3,196,910.    1,206,990.      MT  (+/- 180 meters Scaled)
 BY1474
 BY1474                          SUPERSEDED SURVEY CONTROL
 BY1474
 BY1474  NGVD 29 (??/??/92)   67.058  (m)          220.01   (f) ADJ UNCH    2 0
 BY1474
 BY1474.Superseded values are not recommended for survey control.
 BY1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1474.See file dsdata.txt to determine how the superseded data were derived.
 BY1474
 BY1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ093682(NAD 83)
 BY1474_MARKER: DB = BENCH MARK DISK
 BY1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1474_STAMPING: N 556 1947
 BY1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1474+STABILITY: SURFACE MOTION
 BY1474
 BY1474  HISTORY     - Date     Condition        Report By
 BY1474  HISTORY     - 1947     MONUMENTED       CGS
 BY1474
 BY1474                          STATION DESCRIPTION
 BY1474
 BY1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1474'8.3 MI N FROM APPLE SPRINGS.
 BY1474'0.1 MILE WEST ALONG STATE HIGHWAY NO.94 FROM THE POST OFFICE AT APPLE
 BY1474'SPRINGS, THENCE NORTH 6.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTH
 BY1474'1.6 MILES ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY NO.11, 0.15 MILE
 BY1474'NORTH OF A WOODEN BRIDGE ACROSS TAR KILN BRANCH, 35.0 FEET SOUTHWEST
 BY1474'OF AND ABOUT 4.0 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 19.0
 BY1474'FEET NORTH OF THE CENTER LINE OF A WOODS ROAD LEADING SOUTHWEST, 55.7
 BY1474'FEET NORTHWEST OF A 14 INCH OAK TREE, 1.5 FEET SOUTH OF A 4 X 4 IN.
 BY1474'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1474'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0698 ***********************************************************************
 BY0698  DESIGNATION -  N 557
 BY0698  PID         -  BY0698
 BY0698  STATE/COUNTY-  TX/ANGELINA
 BY0698  USGS QUAD   -  WELLS (1980)
 BY0698
 BY0698                         *CURRENT SURVEY CONTROL
 BY0698  ___________________________________________________________________
 BY0698* NAD 83(1986)-  31 23 35.     (N)    094 54 18.     (W)     SCALED    
 BY0698* NAVD 88     -        84.26   (+/-2cm)     276.4    (feet)  VERTCON   
 BY0698  ___________________________________________________________________
 BY0698  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY0698
 BY0698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0698
 BY0698.The horizontal coordinates were scaled from a topographic map and have
 BY0698.an estimated accuracy of +/- 6 seconds.
 BY0698
 BY0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0698.The vertical order pertains to the NGVD 29 superseded value.
 BY0698
 BY0698.The geoid height was determined by GEOID03.
 BY0698
 BY0698;                    North         East    Units  Estimated Accuracy
 BY0698;SPC TX C     - 3,203,970.    1,216,040.      MT  (+/- 180 meters Scaled)
 BY0698
 BY0698                          SUPERSEDED SURVEY CONTROL
 BY0698
 BY0698  NGVD 29 (??/??/92)   84.311  (m)          276.61   (f) ADJ UNCH    2 0
 BY0698
 BY0698.Superseded values are not recommended for survey control.
 BY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0698.See file dsdata.txt to determine how the superseded data were derived.
 BY0698
 BY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ188747(NAD 83)
 BY0698_MARKER: DB = BENCH MARK DISK
 BY0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0698_STAMPING: N 557 1948
 BY0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0698+STABILITY: SURFACE MOTION
 BY0698
 BY0698  HISTORY     - Date     Condition        Report By
 BY0698  HISTORY     - 1948     MONUMENTED       CGS
 BY0698
 BY0698                          STATION DESCRIPTION
 BY0698
 BY0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0698'6.7 MI E FROM POLLOCK.
 BY0698'6.0 MILES SOUTHWEST ALONG FARM TO MARKET ROAD 327 FROM THE POST OFFICE
 BY0698'AT POLLOCK, THENCE 0.7 MILE EAST ALONG STATE HIGHWAY 103, 220.5 FEET
 BY0698'EAST OF HIGHWAY STATION MARKER 1768 + 00, 63.0 FEET NORTH OF THE
 BY0698'CENTER LINE OF THE HIGHWAY, 31.0 FEET EAST OF THE CENTER LINE OF A DIM
 BY0698'TRAIL LEADING NORTH, 10.8 FEET EAST OF A 30-INCH OAK TREE, 1.6 FEET
 BY0698'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0698'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0782 ***********************************************************************
 BY0782  DESIGNATION -  N 558
 BY0782  PID         -  BY0782
 BY0782  STATE/COUNTY-  TX/TRINITY
 BY0782  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0782
 BY0782                         *CURRENT SURVEY CONTROL
 BY0782  ___________________________________________________________________
 BY0782* NAD 83(1986)-  31 09 42.     (N)    094 57 42.     (W)     SCALED    
 BY0782* NAVD 88     -        91.13   (+/-2cm)     299.0    (feet)  VERTCON   
 BY0782  ___________________________________________________________________
 BY0782  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0782
 BY0782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0782
 BY0782.The horizontal coordinates were scaled from a topographic map and have
 BY0782.an estimated accuracy of +/- 6 seconds.
 BY0782
 BY0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0782.The vertical order pertains to the NGVD 29 superseded value.
 BY0782
 BY0782.The geoid height was determined by GEOID03.
 BY0782
 BY0782;                    North         East    Units  Estimated Accuracy
 BY0782;SPC TX C     - 3,178,090.    1,211,890.      MT  (+/- 180 meters Scaled)
 BY0782
 BY0782                          SUPERSEDED SURVEY CONTROL
 BY0782
 BY0782  NGVD 29 (??/??/92)   91.156  (m)          299.07   (f) ADJ UNCH    2 0
 BY0782
 BY0782.Superseded values are not recommended for survey control.
 BY0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0782.See file dsdata.txt to determine how the superseded data were derived.
 BY0782
 BY0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ130491(NAD 83)
 BY0782_MARKER: DB = BENCH MARK DISK
 BY0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0782_STAMPING: N 558 1948
 BY0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0782+STABILITY: SURFACE MOTION
 BY0782
 BY0782  HISTORY     - Date     Condition        Report By
 BY0782  HISTORY     - 1948     MONUMENTED       CGS
 BY0782
 BY0782                          STATION DESCRIPTION
 BY0782
 BY0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0782'11.1 MI SE FROM APPLE SPRINGS.
 BY0782'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY0782'LODGE AT APPLE SPRINGS, THENCE 4.5 MILES EAST ALONG A GRADED DIRT
 BY0782'ROAD, THENCE 1.4 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.1 MILE
 BY0782'SOUTH OF A T ROAD JUNCTION, 103.3 FEET NORTHWEST OF A FENCE CORNER,
 BY0782'53.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTHEAST OF A
 BY0782'REFERENCE POST, 1.0 FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A
 BY0782'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1654 ***********************************************************************
 BY1654  DESIGNATION -  N 559
 BY1654  PID         -  BY1654
 BY1654  STATE/COUNTY-  TX/TRINITY
 BY1654  USGS QUAD   -  GROVETON WEST (1963)
 BY1654
 BY1654                         *CURRENT SURVEY CONTROL
 BY1654  ___________________________________________________________________
 BY1654* NAD 83(1986)-  31 04 26.     (N)    095 09 46.     (W)     SCALED    
 BY1654* NAVD 88     -        99.45   (+/-2cm)     326.3    (feet)  VERTCON   
 BY1654  ___________________________________________________________________
 BY1654  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BY1654
 BY1654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1654
 BY1654.The horizontal coordinates were scaled from a topographic map and have
 BY1654.an estimated accuracy of +/- 6 seconds.
 BY1654
 BY1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1654.The vertical order pertains to the NGVD 29 superseded value.
 BY1654
 BY1654.The geoid height was determined by GEOID03.
 BY1654
 BY1654;                    North         East    Units  Estimated Accuracy
 BY1654;SPC TX C     - 3,167,460.    1,193,190.      MT  (+/- 180 meters Scaled)
 BY1654
 BY1654                          SUPERSEDED SURVEY CONTROL
 BY1654
 BY1654  NGVD 29 (??/??/92)   99.461  (m)          326.31   (f) ADJ UNCH    2 0
 BY1654
 BY1654.Superseded values are not recommended for survey control.
 BY1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1654.See file dsdata.txt to determine how the superseded data were derived.
 BY1654
 BY1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ936398(NAD 83)
 BY1654_MARKER: DB = BENCH MARK DISK
 BY1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1654_STAMPING: N 559 1948
 BY1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1654+STABILITY: SURFACE MOTION
 BY1654
 BY1654  HISTORY     - Date     Condition        Report By
 BY1654  HISTORY     - 1948     MONUMENTED       CGS
 BY1654  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1654
 BY1654                          STATION DESCRIPTION
 BY1654
 BY1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1654'2.5 MI NW FROM GROVETON.
 BY1654'2.5 MILES NORTHWEST ALONG U. S. HIGHWAY 287 AND STATE HIGHWAY 94 FROM
 BY1654'THE COURTHOUSE AT GROVETON, AT A Y JUNCTION OF THE HIGHWAYS, 85 YARDS
 BY1654'(PACED) SOUTHEAST OF A GULF SERVICE STATION, 154.3 FEET SOUTHWEST OF
 BY1654'THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 117.0 FEET
 BY1654'SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES OF THE TWO HIGHWAYS
 BY1654'(THE INTERSECTION OF THE CENTER LINES AT THE SOUTHEAST CORNER OF A
 BY1654'TRIANGLE AT THE INTERSECTION), 52.4 FEET SOUTH OF THE CENTER LINE OF
 BY1654'THE HIGHWAY (U. S. HIGHWAY 287 AND STATE HIGHWAY 94), 1.8 FEET EAST OF
 BY1654'A REFERENCE POST, 1.3 FEET NORTH OF A FENCE, SET IN THE TOP OF A
 BY1654'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY1654
 BY1654                          STATION RECOVERY (1996)
 BY1654
 BY1654'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1542 ***********************************************************************
 BY1542  DESIGNATION -  N 560
 BY1542  PID         -  BY1542
 BY1542  STATE/COUNTY-  TX/TRINITY
 BY1542  USGS QUAD   -  CRECY (1963)
 BY1542
 BY1542                         *CURRENT SURVEY CONTROL
 BY1542  ___________________________________________________________________
 BY1542* NAD 83(1986)-  31 11 32.     (N)    095 04 57.     (W)     SCALED    
 BY1542* NAVD 88     -       102.59   (+/-2cm)     336.6    (feet)  VERTCON   
 BY1542  ___________________________________________________________________
 BY1542  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BY1542
 BY1542  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1542
 BY1542.The horizontal coordinates were scaled from a topographic map and have
 BY1542.an estimated accuracy of +/- 6 seconds.
 BY1542
 BY1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1542.The vertical order pertains to the NGVD 29 superseded value.
 BY1542
 BY1542.The geoid height was determined by GEOID03.
 BY1542
 BY1542;                    North         East    Units  Estimated Accuracy
 BY1542;SPC TX C     - 3,180,920.    1,200,230.      MT  (+/- 180 meters Scaled)
 BY1542
 BY1542                          SUPERSEDED SURVEY CONTROL
 BY1542
 BY1542  NGVD 29 (??/??/92)  102.612  (m)          336.65   (f) ADJ UNCH    2 0
 BY1542
 BY1542.Superseded values are not recommended for survey control.
 BY1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1542.See file dsdata.txt to determine how the superseded data were derived.
 BY1542
 BY1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ015527(NAD 83)
 BY1542_MARKER: DB = BENCH MARK DISK
 BY1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1542_STAMPING: N 560 1948
 BY1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1542+STABILITY: SURFACE MOTION
 BY1542
 BY1542  HISTORY     - Date     Condition        Report By
 BY1542  HISTORY     - 1948     MONUMENTED       CGS
 BY1542
 BY1542                          STATION DESCRIPTION
 BY1542
 BY1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1542'7.95 MI W FROM APPLE SPRINGS.
 BY1542'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1542'LODGE AT APPLE SPRINGS, THENCE 2.75 MILES WEST ALONG A GRADED DIRT
 BY1542'ROAD, AT THE INTERSECTION OF TWO DIRT ROADS, ON TOP OF A RISE, 301.0
 BY1542'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 34.0 FEET NORTHEAST
 BY1542'OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 59.1 FEET
 BY1542'NORTHEAST OF AND ACROSS THE ROAD FROM THE THIRD TELEPHONE POLE
 BY1542'NORTHWEST OF THE INTERSECTION, 1.7 FEET NORTHEAST OF A REFERENCE POST,
 BY1542'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY1542'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1226 ***********************************************************************
 FL1226  DESIGNATION -  N 561
 FL1226  PID         -  FL1226
 FL1226  STATE/COUNTY-  TX/ARMSTRONG
 FL1226  USGS QUAD   -  FAIRVIEW (1973)
 FL1226
 FL1226                         *CURRENT SURVEY CONTROL
 FL1226  ___________________________________________________________________
 FL1226* NAD 83(1986)-  35 06 11.     (N)    101 35 41.     (W)     SCALED    
 FL1226* NAVD 88     -      1073.702  (meters)    3522.64   (feet)  ADJUSTED  
 FL1226  ___________________________________________________________________
 FL1226  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1226  DYNAMIC HT  -        1072.419 (meters)    3518.43  (feet)  COMP
 FL1226  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 FL1226
 FL1226  VERT ORDER  -  SECOND    CLASS 0
 FL1226
 FL1226.The horizontal coordinates were scaled from a topographic map and have
 FL1226.an estimated accuracy of +/- 6 seconds.
 FL1226
 FL1226.The orthometric height was determined by differential leveling
 FL1226.and adjusted by the National Geodetic Survey in June 1991..
 FL1226
 FL1226.The geoid height was determined by GEOID03.
 FL1226
 FL1226.The dynamic height is computed by dividing the NAVD 88
 FL1226.geopotential number by the normal gravity value computed on the
 FL1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1226.degrees latitude (g = 980.6199 gals.).
 FL1226
 FL1226.The modeled gravity was interpolated from observed gravity values.
 FL1226
 FL1226;                    North         East    Units  Estimated Accuracy
 FL1226;SPC TX N     - 1,122,370.      191,360.      MT  (+/- 180 meters Scaled)
 FL1226
 FL1226                          SUPERSEDED SURVEY CONTROL
 FL1226
 FL1226  NGVD 29 (??/??/92) 1073.207  (m)         3521.01   (f) ADJ UNCH    2 0
 FL1226
 FL1226.Superseded values are not recommended for survey control.
 FL1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1226.See file dsdata.txt to determine how the superseded data were derived.
 FL1226
 FL1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD634875(NAD 83)
 FL1226_MARKER: DB = BENCH MARK DISK
 FL1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1226_STAMPING: N 561 1935
 FL1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1226+STABILITY: SURFACE MOTION
 FL1226
 FL1226  HISTORY     - Date     Condition        Report By
 FL1226  HISTORY     - 1935     MONUMENTED       CGS
 FL1226  HISTORY     - 1943     GOOD             NGS
 FL1226
 FL1226                          STATION DESCRIPTION
 FL1226
 FL1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1226'13.4 MI W FROM CLAUDE.
 FL1226'0.4 MILE SOUTH ALONG A CITY STREET FROM THE COURTHOUSE AT CLAUDE,
 FL1226'ARMSTRONG COUNTY, THENCE 13.0 MILES WEST ALONG A GRANDED SECTION-LINE
 FL1226'ROAD.  1.2 MILES SOUTH OF A RANCH HOUSE AND A WINDMILL, ABOUT 600 FEET
 FL1226'EAST OF A WINDMILL WITH A WATER TANK, 109 FEET SOUTHEAST OF A ROAD
 FL1226'JUNCTION, AND 45 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FL1226'DISK, STAMPED N 561 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0378 ***********************************************************************
 FM0378  DESIGNATION -  N 562
 FM0378  PID         -  FM0378
 FM0378  STATE/COUNTY-  TX/RANDALL
 FM0378  USGS QUAD   -  WILDORADO SW (1984)
 FM0378
 FM0378                         *CURRENT SURVEY CONTROL
 FM0378  ___________________________________________________________________
 FM0378* NAD 83(1986)-  35 00 53.     (N)    102 11 07.     (W)     SCALED    
 FM0378* NAVD 88     -      1154.497  (meters)    3787.71   (feet)  ADJUSTED  
 FM0378  ___________________________________________________________________
 FM0378  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 FM0378  DYNAMIC HT  -        1153.081 (meters)    3783.07  (feet)  COMP
 FM0378  MODELED GRAV-     979,367.8   (mgal)                       NAVD 88
 FM0378
 FM0378  VERT ORDER  -  SECOND    CLASS 0
 FM0378
 FM0378.The horizontal coordinates were scaled from a topographic map and have
 FM0378.an estimated accuracy of +/- 6 seconds.
 FM0378
 FM0378.The orthometric height was determined by differential leveling
 FM0378.and adjusted by the National Geodetic Survey in June 1991..
 FM0378
 FM0378.The geoid height was determined by GEOID03.
 FM0378
 FM0378.The dynamic height is computed by dividing the NAVD 88
 FM0378.geopotential number by the normal gravity value computed on the
 FM0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0378.degrees latitude (g = 980.6199 gals.).
 FM0378
 FM0378.The modeled gravity was interpolated from observed gravity values.
 FM0378
 FM0378;                    North         East    Units  Estimated Accuracy
 FM0378;SPC TX N     - 1,112,790.      137,460.      MT  (+/- 180 meters Scaled)
 FM0378
 FM0378                          SUPERSEDED SURVEY CONTROL
 FM0378
 FM0378  NGVD 29 (??/??/92) 1153.985  (m)         3786.03   (f) ADJ UNCH    2 0
 FM0378
 FM0378.Superseded values are not recommended for survey control.
 FM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0378.See file dsdata.txt to determine how the superseded data were derived.
 FM0378
 FM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU568782(NAD 83)
 FM0378_MARKER: DB = BENCH MARK DISK
 FM0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0378_STAMPING: N 562 1935
 FM0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0378+STABILITY: SURFACE MOTION
 FM0378
 FM0378  HISTORY     - Date     Condition        Report By
 FM0378  HISTORY     - 1935     MONUMENTED       CGS
 FM0378  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0378
 FM0378                          STATION DESCRIPTION
 FM0378
 FM0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0378'4.3 MI N FROM UMBARGER.
 FM0378'4.3 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT UMBARGER,
 FM0378'RANDALL COUNTY, 5.1 MILES WEST ALONG GRADED ROADS, IN A LARGE VALLEY
 FM0378'AT THE NORTH END OF A LARGE POND, 300 FEET NORTHEAST OF THE POND, 84
 FM0378'FEET EAST OF A CONCRETE APRON ACROSS THE ROAD, 37 FEET SOUTH OF THE
 FM0378'CENTERLINE OF THE ROAD, 1.3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 FM0378'FENCE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS
 FM0378'ABOUT 7.5 MILES NORTH OF DAWN.
 FM0378
 FM0378                          STATION RECOVERY (1961)
 FM0378
 FM0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1279 ***********************************************************************
 FL1279  DESIGNATION -  N 563
 FL1279  PID         -  FL1279
 FL1279  STATE/COUNTY-  TX/ARMSTRONG
 FL1279  USGS QUAD   -  CLAUDE SW (1983)
 FL1279
 FL1279                         *CURRENT SURVEY CONTROL
 FL1279  ___________________________________________________________________
 FL1279* NAD 83(1986)-  35 00 03.     (N)    101 28 09.     (W)     SCALED    
 FL1279* NAVD 88     -      1041.708  (meters)    3417.67   (feet)  ADJUSTED  
 FL1279  ___________________________________________________________________
 FL1279  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1279  DYNAMIC HT  -        1040.469 (meters)    3413.61  (feet)  COMP
 FL1279  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 FL1279
 FL1279  VERT ORDER  -  SECOND    CLASS 0
 FL1279
 FL1279.The horizontal coordinates were scaled from a topographic map and have
 FL1279.an estimated accuracy of +/- 6 seconds.
 FL1279
 FL1279.The orthometric height was determined by differential leveling
 FL1279.and adjusted by the National Geodetic Survey in June 1991..
 FL1279
 FL1279.The geoid height was determined by GEOID03.
 FL1279
 FL1279.The dynamic height is computed by dividing the NAVD 88
 FL1279.geopotential number by the normal gravity value computed on the
 FL1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1279.degrees latitude (g = 980.6199 gals.).
 FL1279
 FL1279.The modeled gravity was interpolated from observed gravity values.
 FL1279
 FL1279;                    North         East    Units  Estimated Accuracy
 FL1279;SPC TX N     - 1,111,030.      202,820.      MT  (+/- 180 meters Scaled)
 FL1279
 FL1279                          SUPERSEDED SURVEY CONTROL
 FL1279
 FL1279  NGVD 29 (??/??/92) 1041.24   (m)         3416.1    (f) COMPUTED    2 0
 FL1279
 FL1279.Superseded values are not recommended for survey control.
 FL1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1279.See file dsdata.txt to determine how the superseded data were derived.
 FL1279
 FL1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD746759(NAD 83)
 FL1279_MARKER: DB = BENCH MARK DISK
 FL1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1279_STAMPING: N-563 1935
 FL1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1279+STABILITY: SURFACE MOTION
 FL1279
 FL1279  HISTORY     - Date     Condition        Report By
 FL1279  HISTORY     - 1935     MONUMENTED       CGS
 FL1279  HISTORY     - 1959     MARK NOT FOUND   NGS
 FL1279
 FL1279                          STATION DESCRIPTION
 FL1279
 FL1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1279'17.4 MI SW FROM CLAUDE.
 FL1279'ALONG GRADED ROAD BETWEEN WASHBURN AND LAKEVIEW.  TO REACH BENCH MARK
 FL1279'FROM COURT HOUSE GO 9.4 MILES SOUTH ALONG GRADED ROAD TO LAKEVIEW
 FL1279'SCHOOL, THEN GO WEST 1.9 MILES, THEN NORTH 1.1 MILES THEN WEST 4.0
 FL1279'MILES THENCE NORTH 1.0 MILE.  MARK IS LOCATED AT FENCE CORNER WHERE
 FL1279'MAIN GRADED ROAD TURNS SOUTH ACROSS ROAD TO THE WEST FROM F. B.
 FL1279'DOSHIER RANCH HOUSE.  IN TELEPHONE POLE LINE, IS APPROXIMATELY .25
 FL1279'MILE NORTH WEST OF LARGE POND IN CENTER OF LARGE BASIN SHAPED PLAT OF
 FL1279'LAND.  220 FEET SOUTH OF FENCE CORNER, 38 FEET WEST OF CENTER LINE OF
 FL1279'GRADED ROAD, 3 FEET WEST OF WEST RIGHT OF WAY FENCE.
 FL1279
 FL1279                          STATION RECOVERY (1959)
 FL1279
 FL1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FL1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1174 ***********************************************************************
 AY1174  DESIGNATION -  N 564
 AY1174  PID         -  AY1174
 AY1174  STATE/COUNTY-  TX/BANDERA
 AY1174  USGS QUAD   -  TARPLEY (1964)
 AY1174
 AY1174                         *CURRENT SURVEY CONTROL
 AY1174  ___________________________________________________________________
 AY1174* NAD 83(1986)-  29 39 26.     (N)    099 16 33.     (W)     SCALED    
 AY1174* NAVD 88     -       400.434  (meters)    1313.76   (feet)  ADJUSTED  
 AY1174  ___________________________________________________________________
 AY1174  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AY1174  DYNAMIC HT  -         399.846 (meters)    1311.83  (feet)  COMP
 AY1174  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AY1174
 AY1174  VERT ORDER  -  SECOND    CLASS 0
 AY1174
 AY1174.The horizontal coordinates were scaled from a topographic map and have
 AY1174.an estimated accuracy of +/- 6 seconds.
 AY1174
 AY1174.The orthometric height was determined by differential leveling
 AY1174.and adjusted by the National Geodetic Survey in June 1991..
 AY1174
 AY1174.The geoid height was determined by GEOID03.
 AY1174
 AY1174.The dynamic height is computed by dividing the NAVD 88
 AY1174.geopotential number by the normal gravity value computed on the
 AY1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1174.degrees latitude (g = 980.6199 gals.).
 AY1174
 AY1174.The modeled gravity was interpolated from observed gravity values.
 AY1174
 AY1174;                    North         East    Units  Estimated Accuracy
 AY1174;SPC TXSC     - 4,202,170.      573,300.      MT  (+/- 180 meters Scaled)
 AY1174
 AY1174                          SUPERSEDED SURVEY CONTROL
 AY1174
 AY1174  NGVD 29 (??/??/92)  400.296  (m)         1313.30   (f) ADJ UNCH    2 0
 AY1174
 AY1174.Superseded values are not recommended for survey control.
 AY1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1174.See file dsdata.txt to determine how the superseded data were derived.
 AY1174
 AY1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT733808(NAD 83)
 AY1174_MARKER: DB = BENCH MARK DISK
 AY1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1174_STAMPING: N 564 1953
 AY1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1174+STABILITY: SURFACE MOTION
 AY1174
 AY1174  HISTORY     - Date     Condition        Report By
 AY1174  HISTORY     - 1953     MONUMENTED       CGS
 AY1174  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1174
 AY1174                          STATION DESCRIPTION
 AY1174
 AY1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1174'IN TARPLEY.
 AY1174'AT TARPLEY, 119 FEET WEST OF THE SOUTHWEST CORNER OF THE T.T. SLEZAK
 AY1174'FOOD STORE, 58 FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD 1888, 81
 AY1174'FEET NORTHEAST OF A 24 INCH PECAN TREE, 11 FEET NORTHWEST OF A FENCE
 AY1174'CORNER, 2.0 FEET SOUTHWEST OF A TILE FENCE, SET IN THE TOP OF A
 AY1174'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AY1174
 AY1174                          STATION RECOVERY (1993)
 AY1174
 AY1174'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1016 ***********************************************************************
 FL1016  DESIGNATION -  N 565
 FL1016  PID         -  FL1016
 FL1016  STATE/COUNTY-  TX/ARMSTRONG
 FL1016  USGS QUAD   -  CLAUDE SW (1983)
 FL1016
 FL1016                         *CURRENT SURVEY CONTROL
 FL1016  ___________________________________________________________________
 FL1016* NAD 83(1986)-  35 04 30.     (N)    101 27 08.     (W)     SCALED    
 FL1016* NAVD 88     -      1042.038  (meters)    3418.75   (feet)  ADJUSTED  
 FL1016  ___________________________________________________________________
 FL1016  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1016  DYNAMIC HT  -        1040.799 (meters)    3414.69  (feet)  COMP
 FL1016  MODELED GRAV-     979,410.3   (mgal)                       NAVD 88
 FL1016
 FL1016  VERT ORDER  -  SECOND    CLASS 0
 FL1016
 FL1016.The horizontal coordinates were scaled from a topographic map and have
 FL1016.an estimated accuracy of +/- 6 seconds.
 FL1016
 FL1016.The orthometric height was determined by differential leveling
 FL1016.and adjusted by the National Geodetic Survey in June 1991..
 FL1016
 FL1016.The geoid height was determined by GEOID03.
 FL1016
 FL1016.The dynamic height is computed by dividing the NAVD 88
 FL1016.geopotential number by the normal gravity value computed on the
 FL1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1016.degrees latitude (g = 980.6199 gals.).
 FL1016
 FL1016.The modeled gravity was interpolated from observed gravity values.
 FL1016
 FL1016;                    North         East    Units  Estimated Accuracy
 FL1016;SPC TX N     - 1,119,260.      204,360.      MT  (+/- 180 meters Scaled)
 FL1016
 FL1016                          SUPERSEDED SURVEY CONTROL
 FL1016
 FL1016  NGVD 29 (??/??/92) 1041.562  (m)         3417.19   (f) ADJ UNCH    2 0
 FL1016
 FL1016.Superseded values are not recommended for survey control.
 FL1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1016.See file dsdata.txt to determine how the superseded data were derived.
 FL1016
 FL1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD764841(NAD 83)
 FL1016_MARKER: DB = BENCH MARK DISK
 FL1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1016_STAMPING: N 565 1935
 FL1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1016+STABILITY: SURFACE MOTION
 FL1016
 FL1016  HISTORY     - Date     Condition        Report By
 FL1016  HISTORY     - 1935     MONUMENTED       CGS
 FL1016  HISTORY     - 1979     GOOD             USGS
 FL1016
 FL1016                          STATION DESCRIPTION
 FL1016
 FL1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1016'15 MI SW FROM CONWAY.
 FL1016'IN ARMSTRONG COUNTY, 15.0 MILES SOUTHWEST OF CONWAY, CARSON COUNTY.
 FL1016'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 5.0 MILES
 FL1016'WEST ALONG U.S. HIGHWAY 66, THENCE 2.2 MILES SOUTH ALONG A DIM DIRT
 FL1016'ROAD, AND THENCE ALONG GRADED ROADS 2.1 MILES SOUTH, 1.0 MILE EAST,
 FL1016'AND 4.7 MILES SOUTH.  IT IS 84 FEET NORTHWEST OF THE CENTER OF A ROAD
 FL1016'INTERSECTION, 28 FEET NORTH OF A ONE-WIRE TELEPHONE LINE, AND 22 FEET
 FL1016'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK,
 FL1016'STAMPED N 565 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL1016
 FL1016                          STATION RECOVERY (1979)
 FL1016
 FL1016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FL1016'IN ARMSTRONG COUNTY, ABOUT 7.0 MILES SW OF CLAUDE. TO REACH FROM
 FL1016'COURTHOUSE IN CLAUDE, GO S. 0.5 MILES ALONG FM 1151 TO JCT. OF 207
 FL1016'STATE HWY; FROM JUNCTION OF STATE HWY 207 AND FM 1151 GO W. ALONG
 FL1016'1151 A DISTANCE OF 5.0 MILES TO A X-RD; THENCE, SOUTH ON COUNTY ROAD
 FL1016'(DIRT) 2.0 MILES TO A X-RD AND SITE OF BM. BM IS 114 FT NORTH, AND 23
 FL1016'FT WEST OF CENTERLINE OF X-RD. AND ABOUT 2.0 FEET HIGHER. BM IS A
 FL1016'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND STAMPED "N 565
 FL1016'1935".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0083 ***********************************************************************
 EO0083  DESIGNATION -  N 566
 EO0083  PID         -  EO0083
 EO0083  STATE/COUNTY-  TX/RANDALL
 EO0083  USGS QUAD   -  UMBARGER (1984)
 EO0083
 EO0083                         *CURRENT SURVEY CONTROL
 EO0083  ___________________________________________________________________
 EO0083* NAD 83(1986)-  34 54 44.     (N)    102 03 39.     (W)     SCALED    
 EO0083* NAVD 88     -      1148.786  (meters)    3768.98   (feet)  ADJUSTED  
 EO0083  ___________________________________________________________________
 EO0083  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 EO0083  DYNAMIC HT  -        1147.365 (meters)    3764.31  (feet)  COMP
 EO0083  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 EO0083
 EO0083  VERT ORDER  -  SECOND    CLASS 0
 EO0083
 EO0083.The horizontal coordinates were scaled from a topographic map and have
 EO0083.an estimated accuracy of +/- 6 seconds.
 EO0083
 EO0083.The orthometric height was determined by differential leveling
 EO0083.and adjusted by the National Geodetic Survey in June 1991..
 EO0083
 EO0083.The geoid height was determined by GEOID03.
 EO0083
 EO0083.The dynamic height is computed by dividing the NAVD 88
 EO0083.geopotential number by the normal gravity value computed on the
 EO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0083.degrees latitude (g = 980.6199 gals.).
 EO0083
 EO0083.The modeled gravity was interpolated from observed gravity values.
 EO0083
 EO0083;                    North         East    Units  Estimated Accuracy
 EO0083;SPC TX N     - 1,101,350.      148,750.      MT  (+/- 180 meters Scaled)
 EO0083
 EO0083                          SUPERSEDED SURVEY CONTROL
 EO0083
 EO0083  NGVD 29 (??/??/92) 1148.264  (m)         3767.26   (f) ADJ UNCH    2 0
 EO0083
 EO0083.Superseded values are not recommended for survey control.
 EO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0083.See file dsdata.txt to determine how the superseded data were derived.
 EO0083
 EO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU685672(NAD 83)
 EO0083_MARKER: DB = BENCH MARK DISK
 EO0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0083_STAMPING: N 566 1935
 EO0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0083+STABILITY: SURFACE MOTION
 EO0083
 EO0083  HISTORY     - Date     Condition        Report By
 EO0083  HISTORY     - 1935     MONUMENTED       CGS
 EO0083  HISTORY     - 1961     MARK NOT FOUND   USGS
 EO0083
 EO0083                          STATION DESCRIPTION
 EO0083
 EO0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0083'3.3 MI S FROM UMBARGER.
 EO0083'ALONG GRADED ROAD.  TO REACH FROM UMBARGER P.O. GO 0.7 MILE SOUTH WEST
 EO0083'ON STATE HIGHWAY 33 THENCE 2.67 MILES SOUTH ALONG GRADED ROAD, 3.2
 EO0083'MILES EAST ON GRADED ROAD.  MARK IS LOCATED AT JOG IN NORTH AND SOUTH
 EO0083'FENCE APPROXIMATELY 32.2 FEET WEST OF LINE FENCE RUNNING NORTH. 30.5
 EO0083'FEET NORTH OF CENTER LINE OF ROAD.  6.0 FEET WEST OF WEST END OF FIELD
 EO0083'ENTRANCE.  1.5 FEET NORTH OF RIGHT OF WAY FENCE.
 EO0083
 EO0083                          STATION RECOVERY (1961)
 EO0083
 EO0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0546 ***********************************************************************
 EN0546  DESIGNATION -  N 568
 EN0546  PID         -  EN0546
 EN0546  STATE/COUNTY-  TX/ARMSTRONG
 EN0546  USGS QUAD   -  WAYSIDE (1984)
 EN0546
 EN0546                         *CURRENT SURVEY CONTROL
 EN0546  ___________________________________________________________________
 EN0546* NAD 83(1986)-  34 47 33.     (N)    101 32 16.     (W)     SCALED    
 EN0546* NAVD 88     -      1033.997  (meters)    3392.37   (feet)  ADJUSTED  
 EN0546  ___________________________________________________________________
 EN0546  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EN0546  DYNAMIC HT  -        1032.742 (meters)    3388.25  (feet)  COMP
 EN0546  MODELED GRAV-     979,386.0   (mgal)                       NAVD 88
 EN0546
 EN0546  VERT ORDER  -  SECOND    CLASS 0
 EN0546
 EN0546.The horizontal coordinates were scaled from a topographic map and have
 EN0546.an estimated accuracy of +/- 6 seconds.
 EN0546
 EN0546.The orthometric height was determined by differential leveling
 EN0546.and adjusted by the National Geodetic Survey in June 1991..
 EN0546.WARNING-Repeat measurements at this control monument indicate possible
 EN0546.vertical movement.
 EN0546
 EN0546.The geoid height was determined by GEOID03.
 EN0546
 EN0546.The dynamic height is computed by dividing the NAVD 88
 EN0546.geopotential number by the normal gravity value computed on the
 EN0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0546.degrees latitude (g = 980.6199 gals.).
 EN0546
 EN0546.The modeled gravity was interpolated from observed gravity values.
 EN0546
 EN0546;                    North         East    Units  Estimated Accuracy
 EN0546;SPC TX N     - 1,087,920.      196,540.      MT  (+/- 180 meters Scaled)
 EN0546
 EN0546                          SUPERSEDED SURVEY CONTROL
 EN0546
 EN0546  NGVD 29 (??/??/92) 1033.555  (m)         3390.92   (f) ADJ UNCH    2 0
 EN0546
 EN0546.Superseded values are not recommended for survey control.
 EN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0546.See file dsdata.txt to determine how the superseded data were derived.
 EN0546
 EN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD678529(NAD 83)
 EN0546_MARKER: DB = BENCH MARK DISK
 EN0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0546_STAMPING: N 568 1935
 EN0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0546+STABILITY: SURFACE MOTION
 EN0546
 EN0546  HISTORY     - Date     Condition        Report By
 EN0546  HISTORY     - 1935     MONUMENTED       CGS
 EN0546  HISTORY     - 1943     GOOD             NGS
 EN0546
 EN0546                          STATION DESCRIPTION
 EN0546
 EN0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0546'0.6 MI E FROM WAYSIDE.
 EN0546'0.6 MILE EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT WAYSIDE,
 EN0546'ARMSTRONG COUNTY, 0.3 MILE WEST OF A DIP, 53.3 FEET SOUTH OF THE
 EN0546'CENTERLINE OF THE ROAD, 9.2 FEET WEST OF THE CENTERLINE OF A ROAD
 EN0546'ENTERING A FIELD, 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 0.6
 EN0546'FOOT WEST OF A FENCE LEADING SOUTH.  A STANDARD DISK, STAMPED N 568
 EN0546'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0552 ***********************************************************************
 EN0552  DESIGNATION -  N 569
 EN0552  PID         -  EN0552
 EN0552  STATE/COUNTY-  TX/SWISHER
 EN0552  USGS QUAD   -  JACKSON HILL (1969)
 EN0552
 EN0552                         *CURRENT SURVEY CONTROL
 EN0552  ___________________________________________________________________
 EN0552* NAD 83(1986)-  34 42 19.     (N)    101 34 22.     (W)     SCALED    
 EN0552* NAVD 88     -      1044.994  (meters)    3428.45   (feet)  ADJUSTED  
 EN0552  ___________________________________________________________________
 EN0552  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EN0552  DYNAMIC HT  -        1043.714 (meters)    3424.25  (feet)  COMP
 EN0552  MODELED GRAV-     979,374.5   (mgal)                       NAVD 88
 EN0552
 EN0552  VERT ORDER  -  SECOND    CLASS 0
 EN0552
 EN0552.The horizontal coordinates were scaled from a topographic map and have
 EN0552.an estimated accuracy of +/- 6 seconds.
 EN0552
 EN0552.The orthometric height was determined by differential leveling
 EN0552.and adjusted by the National Geodetic Survey in June 1991..
 EN0552
 EN0552.The geoid height was determined by GEOID03.
 EN0552
 EN0552.The dynamic height is computed by dividing the NAVD 88
 EN0552.geopotential number by the normal gravity value computed on the
 EN0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0552.degrees latitude (g = 980.6199 gals.).
 EN0552
 EN0552.The modeled gravity was interpolated from observed gravity values.
 EN0552
 EN0552;                    North         East    Units  Estimated Accuracy
 EN0552;SPC TX N     - 1,078,250.      193,330.      MT  (+/- 180 meters Scaled)
 EN0552
 EN0552                          SUPERSEDED SURVEY CONTROL
 EN0552
 EN0552  NGVD 29 (??/??/92) 1044.557  (m)         3427.02   (f) ADJ UNCH    2 0
 EN0552
 EN0552.Superseded values are not recommended for survey control.
 EN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0552.See file dsdata.txt to determine how the superseded data were derived.
 EN0552
 EN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD643433(NAD 83)
 EN0552_MARKER: DB = BENCH MARK DISK
 EN0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0552_STAMPING: N 569 1935
 EN0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0552+STABILITY: SURFACE MOTION
 EN0552
 EN0552  HISTORY     - Date     Condition        Report By
 EN0552  HISTORY     - 1935     MONUMENTED       CGS
 EN0552  HISTORY     - 1943     GOOD             NGS
 EN0552  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0552
 EN0552                          STATION DESCRIPTION
 EN0552
 EN0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0552'18.1 MI E FROM HAPPY.
 EN0552'18.1 MILES EAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0552'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0552'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 4.9 MILES
 EN0552'EAST TO A DRY LAKE BED, AND THENCE ALONG ROADS 0.1 MILE NORTHEAST, 0.7
 EN0552'MILE SOUTH, AND 7.4 MILES EAST.  IT IS 0.9 MILE WEST OF THE E.D. DAVIS
 EN0552'RANCH HOUSE, 0.6 MILE EAST OF SAILM SCHOOL, 21 FEET NORTH OF THE
 EN0552'CENTERLINE OF THE ROAD, AND 3 FEET NORTH OF THE FENCE.  A STANDARD
 EN0552'DISK, STAMPED N 569 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 EN0552'FENCE SET BACK.
 EN0552
 EN0552                          STATION RECOVERY (1968)
 EN0552
 EN0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0250 ***********************************************************************
 FM0250  DESIGNATION -  N 570
 FM0250  PID         -  FM0250
 FM0250  STATE/COUNTY-  TX/OLDHAM
 FM0250  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0250
 FM0250                         *CURRENT SURVEY CONTROL
 FM0250  ___________________________________________________________________
 FM0250* NAD 83(1986)-  35 30 10.     (N)    102 15 14.     (W)     SCALED    
 FM0250* NAVD 88     -       976.080  (meters)    3202.36   (feet)  POSTED    
 FM0250  ___________________________________________________________________
 FM0250  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 FM0250  DYNAMIC HT  -         974.940 (meters)    3198.62  (feet)  COMP
 FM0250  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 FM0250
 FM0250  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FM0250
 FM0250.The horizontal coordinates were scaled from a topographic map and have
 FM0250.an estimated accuracy of +/- 6 seconds.
 FM0250
 FM0250.The orthometric height was determined by differential leveling
 FM0250.and adjusted by the National Geodetic Survey in 1992..
 FM0250.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FM0250.rate of 1.1 thru 2.0 mm/km.
 FM0250
 FM0250.The geoid height was determined by GEOID03.
 FM0250
 FM0250.The dynamic height is computed by dividing the NAVD 88
 FM0250.geopotential number by the normal gravity value computed on the
 FM0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0250.degrees latitude (g = 980.6199 gals.).
 FM0250
 FM0250.The modeled gravity was interpolated from observed gravity values.
 FM0250
 FM0250;                    North         East    Units  Estimated Accuracy
 FM0250;SPC TX N     - 1,166,970.      131,610.      MT  (+/- 180 meters Scaled)
 FM0250
 FM0250                          SUPERSEDED SURVEY CONTROL
 FM0250
 FM0250  NGVD 29 (??/??/92)  975.610  (m)         3200.81   (f) ADJ UNCH    2 0
 FM0250
 FM0250.Superseded values are not recommended for survey control.
 FM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0250.See file dsdata.txt to determine how the superseded data were derived.
 FM0250
 FM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV490322(NAD 83)
 FM0250_MARKER: DB = BENCH MARK DISK
 FM0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0250_STAMPING: N 570 1935
 FM0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0250+STABILITY: SURFACE MOTION
 FM0250
 FM0250  HISTORY     - Date     Condition        Report By
 FM0250  HISTORY     - 1935     MONUMENTED       CGS
 FM0250  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0250
 FM0250                          STATION DESCRIPTION
 FM0250
 FM0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0250'1.0 MI S FROM TASCOSA.
 FM0250'ALONG GRADED ROAD BETWEEN TASCOSA AND VEGA.  125 FEET NORTHWEST OF
 FM0250'LARGE SANDSTONE BOULDER, 75 FEET EAST OF DRY WASH, AND 35 FEET NORTH
 FM0250'OF CENTERLINE OF ROAD.
 FM0250
 FM0250                          STATION RECOVERY (1985)
 FM0250
 FM0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0383 ***********************************************************************
 AM0383  DESIGNATION -  N 572 RESET 1951
 AM0383  PID         -  AM0383
 AM0383  STATE/COUNTY-  TX/MATAGORDA
 AM0383  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0383
 AM0383                         *CURRENT SURVEY CONTROL
 AM0383  ___________________________________________________________________
 AM0383* NAD 83(1986)-  28 50 35.     (N)    095 50 59.     (W)     SCALED    
 AM0383* NAVD 88     -         6.07   (+/-2cm)      19.9    (feet)  VERTCON   
 AM0383  ___________________________________________________________________
 AM0383  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AM0383
 AM0383  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0383
 AM0383.The horizontal coordinates were scaled from a topographic map and have
 AM0383.an estimated accuracy of +/- 6 seconds.
 AM0383
 AM0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0383.The vertical order pertains to the NGVD 29 superseded value.
 AM0383
 AM0383.The geoid height was determined by GEOID03.
 AM0383
 AM0383;                    North         East    Units  Estimated Accuracy
 AM0383;SPC TXSC     - 4,116,050.      907,350.      MT  (+/- 180 meters Scaled)
 AM0383
 AM0383                          SUPERSEDED SURVEY CONTROL
 AM0383
 AM0383  NGVD 29 (??/??/92)    6.113  (m)           20.06   (f) ADJ UNCH    1 2
 AM0383
 AM0383.Superseded values are not recommended for survey control.
 AM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0383.See file dsdata.txt to determine how the superseded data were derived.
 AM0383
 AM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM219939(NAD 83)
 AM0383_MARKER: DB = BENCH MARK DISK
 AM0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0383_STAMPING: N 572 1941 RESET 1951
 AM0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0383+STABILITY: SURFACE MOTION
 AM0383
 AM0383  HISTORY     - Date     Condition        Report By
 AM0383  HISTORY     - 1951     MONUMENTED       CGS
 AM0383
 AM0383                          STATION DESCRIPTION
 AM0383
 AM0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AM0383'5.6 MI E FROM WADSWORTH.
 AM0383'5.6 MILES EAST ALONG A SHELL ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0383'RAILROAD STATION AT WADSWORTH, 64 FEET NORTHWEST OF THE CENTER LINE OF
 AM0383'THE ROAD, 29 FEET NORTH OF THE CENTER OF A WIRE GATE, 15.3 FEET
 AM0383'NORTHWEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, 1 FOOT EAST OF A
 AM0383'NORTH AND SOUTH FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AM0383'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0236 ***********************************************************************
 AM0236  DESIGNATION -  N 573
 AM0236  PID         -  AM0236
 AM0236  STATE/COUNTY-  TX/MATAGORDA
 AM0236  USGS QUAD   -  CEDAR LANE (1972)
 AM0236
 AM0236                         *CURRENT SURVEY CONTROL
 AM0236  ___________________________________________________________________
 AM0236* NAD 83(1986)-  28 53 24.     (N)    095 38 44.     (W)     SCALED    
 AM0236* NAVD 88     -         4.92   (+/-2cm)      16.1    (feet)  VERTCON   
 AM0236  ___________________________________________________________________
 AM0236  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AM0236
 AM0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0236
 AM0236.The horizontal coordinates were scaled from a topographic map and have
 AM0236.an estimated accuracy of +/- 6 seconds.
 AM0236
 AM0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0236.The vertical order pertains to the NGVD 29 superseded value.
 AM0236
 AM0236.The geoid height was determined by GEOID03.
 AM0236
 AM0236;                    North         East    Units  Estimated Accuracy
 AM0236;SPC TXSC     - 4,121,800.      927,120.      MT  (+/- 180 meters Scaled)
 AM0236
 AM0236                          SUPERSEDED SURVEY CONTROL
 AM0236
 AM0236  NGVD 29 (??/??/92)    4.955  (m)           16.26   (f) ADJ UNCH    2 0
 AM0236
 AM0236.Superseded values are not recommended for survey control.
 AM0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0236.See file dsdata.txt to determine how the superseded data were derived.
 AM0236
 AM0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM420986(NAD 83)
 AM0236_MARKER: DB = BENCH MARK DISK
 AM0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0236_STAMPING: N 573 1941
 AM0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0236+STABILITY: SURFACE MOTION
 AM0236
 AM0236  HISTORY     - Date     Condition        Report By
 AM0236  HISTORY     - 1941     MONUMENTED       CGS
 AM0236  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0236
 AM0236                          STATION DESCRIPTION
 AM0236
 AM0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0236'1.0 MI SW FROM CEDAR LAKE.
 AM0236'1.0 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT CEDAR
 AM0236'LAKE, 0.25 MILE SOUTHWEST OF A SMALL STORE ON THE SOUTH SIDE OF THE
 AM0236'ROAD, AT A DRIVEWAY TO A HOUSE ON THE NORTH SIDE OF THE ROAD, 42 FEET
 AM0236'NORTH OF THE CENTERLINE OF THE ROAD, 14 FEET SOUTH OF A A POWER-LINE
 AM0236'POLE, 11 FEET EAST OF A WIRE GATE, 1 FOOT SOUTH OF A FENCE, 3 FEET
 AM0236'WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 AM0236'STANDARD DISK, STAMPED N 573 1941 AND SET IN THE TOP OF A CONCRETE
 AM0236'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AM0236
 AM0236                          STATION RECOVERY (2003)
 AM0236
 AM0236'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0236'SIGNIFICANT ROAD AND DITCH GRADING MODIFICATIONS HAVE OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0510 ***********************************************************************
 AX0510  DESIGNATION -  N 574
 AX0510  PID         -  AX0510
 AX0510  STATE/COUNTY-  TX/WHARTON
 AX0510  USGS QUAD   -  PIERCE (1980)
 AX0510
 AX0510                         *CURRENT SURVEY CONTROL
 AX0510  ___________________________________________________________________
 AX0510* NAD 83(1986)-  29 11 01.     (N)    096 10 19.     (W)     SCALED    
 AX0510* NAVD 88     -        26.71   (+/-2cm)      87.6    (feet)  VERTCON   
 AX0510  ___________________________________________________________________
 AX0510  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0510
 AX0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0510
 AX0510.The horizontal coordinates were scaled from a topographic map and have
 AX0510.an estimated accuracy of +/- 6 seconds.
 AX0510
 AX0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0510.The vertical order pertains to the NGVD 29 superseded value.
 AX0510
 AX0510.The geoid height was determined by GEOID03.
 AX0510
 AX0510;                    North         East    Units  Estimated Accuracy
 AX0510;SPC TXSC     - 4,152,970.      875,010.      MT  (+/- 180 meters Scaled)
 AX0510
 AX0510                          SUPERSEDED SURVEY CONTROL
 AX0510
 AX0510  NGVD 29 (??/??/92)   26.714  (m)           87.64   (f) ADJ UNCH    2 0
 AX0510
 AX0510.Superseded values are not recommended for survey control.
 AX0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0510.See file dsdata.txt to determine how the superseded data were derived.
 AX0510
 AX0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT750316(NAD 83)
 AX0510_MARKER: DB = BENCH MARK DISK
 AX0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0510_STAMPING: N 574 1941
 AX0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0510+STABILITY: SURFACE MOTION
 AX0510
 AX0510  HISTORY     - Date     Condition        Report By
 AX0510  HISTORY     - 1941     MONUMENTED       CGS
 AX0510  HISTORY     - 1943     GOOD             NGS
 AX0510
 AX0510                          STATION DESCRIPTION
 AX0510
 AX0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0510'4.5 MI SE FROM PIERCE.
 AX0510'BENCH MARK IS ABOUT 4.5 MILES SOUTHEAST OF PIERCE, ALONG THE
 AX0510'PIERCE-MARKHAM GRAVELED ROAD AND ABOUT 0.2 MILE NORTHWEST OF A T ROAD
 AX0510'INTERSECTION.  IT IS ABOUT 0.2 MILE SOUTHEAST OF PIPE LINE CROSSING
 AX0510'THE ROAD, 27.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0510'CENTERLINE OF THE ROAD, 3.0 FEET NORTHWEST 4X4-INCH WOODEN MARKER POST
 AX0510'AND 1.0 FOOT SOUTHWEST OF RIGHT-OF-WAY FENCE.  A DISK SET IN CONCRETEE
 AX0510'POST PROJECTING ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0545 ***********************************************************************
 AX0545  DESIGNATION -  N 575
 AX0545  PID         -  AX0545
 AX0545  STATE/COUNTY-  TX/WHARTON
 AX0545  USGS QUAD   -  DANEVANG (1951)
 AX0545
 AX0545                         *CURRENT SURVEY CONTROL
 AX0545  ___________________________________________________________________
 AX0545* NAD 83(1986)-  29 02 34.     (N)    096 12 28.     (W)     SCALED    
 AX0545* NAVD 88     -        20.31   (+/-2cm)      66.6    (feet)  VERTCON   
 AX0545  ___________________________________________________________________
 AX0545  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0545
 AX0545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0545
 AX0545.The horizontal coordinates were scaled from a topographic map and have
 AX0545.an estimated accuracy of +/- 6 seconds.
 AX0545
 AX0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0545.The vertical order pertains to the NGVD 29 superseded value.
 AX0545
 AX0545.The geoid height was determined by GEOID03.
 AX0545
 AX0545;                    North         East    Units  Estimated Accuracy
 AX0545;SPC TXSC     - 4,137,290.      871,900.      MT  (+/- 180 meters Scaled)
 AX0545
 AX0545                          SUPERSEDED SURVEY CONTROL
 AX0545
 AX0545  NGVD 29 (??/??/92)   20.329  (m)           66.70   (f) ADJ UNCH    2 0
 AX0545
 AX0545.Superseded values are not recommended for survey control.
 AX0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0545.See file dsdata.txt to determine how the superseded data were derived.
 AX0545
 AX0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT719159(NAD 83)
 AX0545_MARKER: DB = BENCH MARK DISK
 AX0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0545_SP_SET: CULVERT
 AX0545_STAMPING: N 575 1941
 AX0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0545
 AX0545  HISTORY     - Date     Condition        Report By
 AX0545  HISTORY     - 1941     MONUMENTED       CGS
 AX0545  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0545
 AX0545                          STATION DESCRIPTION
 AX0545
 AX0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0545'1.0 MI S FROM DANEVANG.
 AX0545'TO REACH THE BENCH MARK FROM THE CROSSROADS IN DANEVANG.  GO 1.0 MILE
 AX0545'SOUTH ALONG STATE HIGHWAY 71 TO A CROSSROAD AND THE SITE OF THE MARK.
 AX0545'BENCH MARK IS IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 AX0545'3X5 FOOT CONCRETE BOX CULVERT UNDER THE EAST-WEST ROAD, 43.0 FEET WEST
 AX0545'OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE HIGHWAY, 12.0 FEET
 AX0545'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND IS STAMPED N 575
 AX0545'1941.
 AX0545
 AX0545                          STATION RECOVERY (1990)
 AX0545
 AX0545'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0231 ***********************************************************************
 AN0231  DESIGNATION -  N 576
 AN0231  PID         -  AN0231
 AN0231  STATE/COUNTY-  TX/MATAGORDA
 AN0231  USGS QUAD   -  MARKHAM (1995)
 AN0231
 AN0231                         *CURRENT SURVEY CONTROL
 AN0231  ___________________________________________________________________
 AN0231* NAD 83(1986)-  28 58 27.     (N)    096 04 30.     (W)     SCALED    
 AN0231* NAVD 88     -        17.14   (+/-2cm)      56.2    (feet)  VERTCON   
 AN0231  ___________________________________________________________________
 AN0231  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN0231
 AN0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0231
 AN0231.The horizontal coordinates were scaled from a topographic map and have
 AN0231.an estimated accuracy of +/- 6 seconds.
 AN0231
 AN0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0231.The vertical order pertains to the NGVD 29 superseded value.
 AN0231
 AN0231.The geoid height was determined by GEOID03.
 AN0231
 AN0231;                    North         East    Units  Estimated Accuracy
 AN0231;SPC TXSC     - 4,130,000.      885,020.      MT  (+/- 180 meters Scaled)
 AN0231
 AN0231                          SUPERSEDED SURVEY CONTROL
 AN0231
 AN0231  NGVD 29 (??/??/92)   17.166  (m)           56.32   (f) ADJ UNCH    2 0
 AN0231
 AN0231.Superseded values are not recommended for survey control.
 AN0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0231.See file dsdata.txt to determine how the superseded data were derived.
 AN0231
 AN0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT850086(NAD 83)
 AN0231_MARKER: DB = BENCH MARK DISK
 AN0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0231_SP_SET: CULVERT
 AN0231_STAMPING: N 576 1941
 AN0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0231
 AN0231  HISTORY     - Date     Condition        Report By
 AN0231  HISTORY     - 1941     MONUMENTED
 AN0231  HISTORY     - 1943     GOOD             NGS
 AN0231  HISTORY     - 1991     GOOD             USPSQD
 AN0231  HISTORY     - 20060312 MARK NOT FOUND   USPSQD
 AN0231
 AN0231                          STATION DESCRIPTION
 AN0231
 AN0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0231'1.1 MI N FROM MARKHAM.
 AN0231'ABOUT 1.1 MILES NORTH ALONG A PAVED ROAD FROM THE TEXAS AND NEW
 AN0231'ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, ABOUT 140 FEET
 AN0231'NORTH OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING WEST, AT A
 AN0231'LARGE CONCRETE CULVERT OVER A RICE CANAL, IN THE TOP OF THE NORTHEAST
 AN0231'WING WALL, 17 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 AN0231'LEVEL WITH THE ROAD.  A TEXAS RECLAMATION DEPARTMENT STANDARD DISK,
 AN0231'STAMPED N 576 1941.
 AN0231
 AN0231                          STATION RECOVERY (1991)
 AN0231
 AN0231'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0231'RECOVERED IN GOOD CONDITION.
 AN0231
 AN0231                          STATION RECOVERY (2006)
 AN0231
 AN0231'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0231'NOT FOUND.  IT WAS COVERED WITH A PLANK USED AS A FISHING PIER AND
 AN0231'COULD NOT BE CONFIRMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0489 ***********************************************************************
 AX0489  DESIGNATION -  N 577
 AX0489  PID         -  AX0489
 AX0489  STATE/COUNTY-  TX/WHARTON
 AX0489  USGS QUAD   -  LANE CITY (1980)
 AX0489
 AX0489                         *CURRENT SURVEY CONTROL
 AX0489  ___________________________________________________________________
 AX0489* NAD 83(1986)-  29 09 43.     (N)    096 02 36.     (W)     SCALED    
 AX0489* NAVD 88     -        23.94   (+/-2cm)      78.5    (feet)  VERTCON   
 AX0489  ___________________________________________________________________
 AX0489  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0489
 AX0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0489
 AX0489.The horizontal coordinates were scaled from a topographic map and have
 AX0489.an estimated accuracy of +/- 6 seconds.
 AX0489
 AX0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0489.The vertical order pertains to the NGVD 29 superseded value.
 AX0489
 AX0489.The geoid height was determined by GEOID03.
 AX0489
 AX0489;                    North         East    Units  Estimated Accuracy
 AX0489;SPC TXSC     - 4,150,880.      887,580.      MT  (+/- 180 meters Scaled)
 AX0489
 AX0489                          SUPERSEDED SURVEY CONTROL
 AX0489
 AX0489  NGVD 29 (??/??/92)   23.948  (m)           78.57   (f) ADJ UNCH    2 0
 AX0489
 AX0489.Superseded values are not recommended for survey control.
 AX0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0489.See file dsdata.txt to determine how the superseded data were derived.
 AX0489
 AX0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT875295(NAD 83)
 AX0489_MARKER: DB = BENCH MARK DISK
 AX0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0489_STAMPING: N 577 1941
 AX0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0489+STABILITY: SURFACE MOTION
 AX0489
 AX0489  HISTORY     - Date     Condition        Report By
 AX0489  HISTORY     - 1941     MONUMENTED       CGS
 AX0489
 AX0489                          STATION DESCRIPTION
 AX0489
 AX0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0489'15.4 MI SE FROM PIERCE.
 AX0489'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PIERCE--
 AX0489'PROCEED 0.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 59 TO THE
 AX0489'INTERSECTION OF GRAVELED ROAD.  THENCE, GO 9.2 MILES SOUTHEAST ALONG
 AX0489'GRAVELED ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO 5.7 MILES
 AX0489'NORTHEASTERLY ALONG ROAD TO THE SITE OF BENCH MARK.  BENCH MARK IS
 AX0489'ABOUT 60.0 FEET WEST OF THE EDGE OF THE COLORADO RIVER NEAR THE END OF
 AX0489'COUNTY ROAD, 45.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AX0489'THE CENTERLINE OF THE ROAD AND 3.0 FEET NORTH OF A 4X4 INCH WOODEN
 AX0489'MARKER POST, THE MONUMET PROJECTS 0.5 FOOT.  STAMPED N 577 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0021 ***********************************************************************
 AN0021  DESIGNATION -  N 578
 AN0021  PID         -  AN0021
 AN0021  STATE/COUNTY-  TX/JACKSON
 AN0021  USGS QUAD   -  FRANCITAS (1995)
 AN0021
 AN0021                         *CURRENT SURVEY CONTROL
 AN0021  ___________________________________________________________________
 AN0021* NAD 83(1986)-  28 51 36.     (N)    096 19 38.     (W)     SCALED    
 AN0021* NAVD 88     -         9.08   (+/-2cm)      29.8    (feet)  VERTCON   
 AN0021  ___________________________________________________________________
 AN0021  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN0021
 AN0021  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0021
 AN0021.The horizontal coordinates were scaled from a topographic map and have
 AN0021.an estimated accuracy of +/- 6 seconds.
 AN0021
 AN0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0021.The vertical order pertains to the NGVD 29 superseded value.
 AN0021
 AN0021.The geoid height was determined by GEOID03.
 AN0021
 AN0021;                    North         East    Units  Estimated Accuracy
 AN0021;SPC TXSC     - 4,116,760.      860,730.      MT  (+/- 180 meters Scaled)
 AN0021
 AN0021                          SUPERSEDED SURVEY CONTROL
 AN0021
 AN0021  NGVD 29 (??/??/92)    9.127  (m)           29.94   (f) ADJ UNCH    1 1
 AN0021
 AN0021.Superseded values are not recommended for survey control.
 AN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0021.See file dsdata.txt to determine how the superseded data were derived.
 AN0021
 AN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS607954(NAD 83)
 AN0021_MARKER: DB = BENCH MARK DISK
 AN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0021_STAMPING: N 578 1941
 AN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0021+STABILITY: SURFACE MOTION
 AN0021
 AN0021  HISTORY     - Date     Condition        Report By
 AN0021  HISTORY     - 1941     MONUMENTED       CGS
 AN0021  HISTORY     - 1972     GOOD             NGS
 AN0021  HISTORY     - 1978     GOOD             NGS
 AN0021
 AN0021                          STATION DESCRIPTION
 AN0021
 AN0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0021'6.7 MI W FROM BLESSING.
 AN0021'6.7 MILES WEST ALONG FARM-TO-MARKET ROAD 616 FROM THE CITY WATER TOWER
 AN0021'AT BLESSING, 0.15 MILE WEST OF THE CROSSING OF A SMALL CREEK, 0.15
 AN0021'MILE WEST OF RAILROAD MILEPOLE 258, 62 FEET NORTH OF THE CENTER LINE
 AN0021'OF THE ROAD, 45.6 FEET SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC
 AN0021'RAILROAD, 0.6 FOOT NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 AN0021'THE ROAD, ABOUT 4 FEET LOWER THAN THE RAILROAD, AND SET IN THE TOP OF
 AN0021'A CONCRETE POST PROJECTING 1.3 FOOT ABOVE THE GROUND.
 AN0021
 AN0021                          STATION RECOVERY (1978)
 AN0021
 AN0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0107 ***********************************************************************
 AN0107  DESIGNATION -  N 579
 AN0107  PID         -  AN0107
 AN0107  STATE/COUNTY-  TX/JACKSON
 AN0107  USGS QUAD   -  FRANCITAS NW (1995)
 AN0107
 AN0107                         *CURRENT SURVEY CONTROL
 AN0107  ___________________________________________________________________
 AN0107* NAD 83(1986)-  28 57 04.     (N)    096 27 41.     (W)     SCALED    
 AN0107* NAVD 88     -        15.64   (+/-2cm)      51.3    (feet)  VERTCON   
 AN0107  ___________________________________________________________________
 AN0107  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0107
 AN0107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0107
 AN0107.The horizontal coordinates were scaled from a topographic map and have
 AN0107.an estimated accuracy of +/- 6 seconds.
 AN0107
 AN0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0107.The vertical order pertains to the NGVD 29 superseded value.
 AN0107
 AN0107.The geoid height was determined by GEOID03.
 AN0107
 AN0107;                    North         East    Units  Estimated Accuracy
 AN0107;SPC TXSC     - 4,126,570.      847,430.      MT  (+/- 180 meters Scaled)
 AN0107
 AN0107                          SUPERSEDED SURVEY CONTROL
 AN0107
 AN0107  NGVD 29 (??/??/92)   15.655  (m)           51.36   (f) ADJ UNCH    2 0
 AN0107
 AN0107.Superseded values are not recommended for survey control.
 AN0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0107.See file dsdata.txt to determine how the superseded data were derived.
 AN0107
 AN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT474052(NAD 83)
 AN0107_MARKER: DB = BENCH MARK DISK
 AN0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0107_SP_SET: ABUTMENT
 AN0107_STAMPING: N 579 1941
 AN0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0107
 AN0107  HISTORY     - Date     Condition        Report By
 AN0107  HISTORY     - 1941     MONUMENTED       CGS
 AN0107  HISTORY     - 1972     GOOD             NGS
 AN0107  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AN0107
 AN0107                          STATION DESCRIPTION
 AN0107
 AN0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0107'7.75 MI SE FROM GANADO.
 AN0107'ABOUT 6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE
 AN0107'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, THENCE 1.15 MILES EAST
 AN0107'ALONG STATE HIGHWAY 111, SET IN THE TOP OF THE SOUTH END OF THE EAST
 AN0107'CONCRETE ABUTMENT OF A 105-FOOT HIGHWAY BRIDGE OVER WEST CARANCAHUA
 AN0107'CREEK, 14 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 AN0107'LEVEL WITH THE HIGHWAY.
 AN0107
 AN0107                          STATION RECOVERY (1991)
 AN0107
 AN0107'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1748 ***********************************************************************
 BK1748  DESIGNATION -  N 58
 BK1748  PID         -  BK1748
 BK1748  STATE/COUNTY-  TX/ORANGE
 BK1748  USGS QUAD   -  ORANGE (1996)
 BK1748
 BK1748                         *CURRENT SURVEY CONTROL
 BK1748  ___________________________________________________________________
 BK1748* NAD 83(1986)-  30 05 36.     (N)    093 44 30.     (W)     SCALED    
 BK1748* NAVD 88     -         4.208  (meters)      13.81   (feet)  ADJUSTED  
 BK1748  ___________________________________________________________________
 BK1748  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK1748  DYNAMIC HT  -           4.202 (meters)      13.79  (feet)  COMP
 BK1748  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 BK1748
 BK1748  VERT ORDER  -  FIRST     CLASS I
 BK1748
 BK1748.The horizontal coordinates were scaled from a topographic map and have
 BK1748.an estimated accuracy of +/- 6 seconds.
 BK1748
 BK1748.The orthometric height was determined by differential leveling
 BK1748.and adjusted by the National Geodetic Survey in June 1991..
 BK1748
 BK1748.The geoid height was determined by GEOID03.
 BK1748
 BK1748.The dynamic height is computed by dividing the NAVD 88
 BK1748.geopotential number by the normal gravity value computed on the
 BK1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1748.degrees latitude (g = 980.6199 gals.).
 BK1748
 BK1748.The modeled gravity was interpolated from observed gravity values.
 BK1748
 BK1748;                    North         East    Units  Estimated Accuracy
 BK1748;SPC TX C     - 3,066,120.    1,335,040.      MT  (+/- 180 meters Scaled)
 BK1748
 BK1748                          SUPERSEDED SURVEY CONTROL
 BK1748
 BK1748  NGVD 29 (??/??/??)    4.155  (m)           13.63   (f) ADJUSTED    1 1
 BK1748
 BK1748.Superseded values are not recommended for survey control.
 BK1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1748.See file dsdata.txt to determine how the superseded data were derived.
 BK1748
 BK1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP285293(NAD 83)
 BK1748_MARKER: DB = BENCH MARK DISK
 BK1748_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BK1748_SP_SET: BRICK WALL
 BK1748_STAMPING: N 58 1918 ELEV 14.452 FT
 BK1748_MARK LOGO: CGS   
 BK1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1748+STABILITY: SURFACE MOTION
 BK1748
 BK1748  HISTORY     - Date     Condition        Report By
 BK1748  HISTORY     - 1918     MONUMENTED       CGS
 BK1748  HISTORY     - 1972     GOOD             NGS
 BK1748  HISTORY     - 1979     GOOD             NGS
 BK1748  HISTORY     - 1981     GOOD             NGS
 BK1748  HISTORY     - 1985     GOOD             USPSQD
 BK1748  HISTORY     - 1986     GOOD             NGS
 BK1748  HISTORY     - 1987     GOOD             USPSQD
 BK1748  HISTORY     - 1988     GOOD             USPSQD
 BK1748  HISTORY     - 1988     GOOD             USPSQD
 BK1748  HISTORY     - 1989     GOOD             USPSQD
 BK1748  HISTORY     - 1989     GOOD             USPSQD
 BK1748  HISTORY     - 1990     GOOD             USPSQD
 BK1748  HISTORY     - 1990     GOOD             USPSQD
 BK1748  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 BK1748  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1748  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1748  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 BK1748
 BK1748                          STATION DESCRIPTION
 BK1748
 BK1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1748'IN ORANGE.
 BK1748'AT ORANGE, ALONG THE SOUTHERN PACIFIC RAILROAD, SET VERTICALLY IN THE
 BK1748'WEST FACE OF BRICK WALL FOR THE STATION, 1.8 FEET NORTH OF THE
 BK1748'SOUTHWEST CORNER, 31 FEET EAST OF THE EAST RAIL AND 3 FEET ABOVE THE
 BK1748'LEVEL OF THE SIDEWALK.
 BK1748
 BK1748                          STATION RECOVERY (1979)
 BK1748
 BK1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1748'NOT LEVELED TO AT THIS DATE.
 BK1748
 BK1748                          STATION RECOVERY (1981)
 BK1748
 BK1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1748'IN ORANGE, AT THE JUNCTION OF WEST GREEN AVENUE AND NORTH 11TH STREET,
 BK1748'SET VERTICALLY IN THE WEST BRICK FACE OF THE ABANDONED SOUTHERN
 BK1748'PACIFIC RAILROAD STATION, NOW OCCUPIED BY INLAND WEST ENGINEERING
 BK1748'COMPANY.  9.44 METERS (31.0 FEET) EAST OF THE EAST RAIL OF THE TRACK,
 BK1748'0.54 METER (1.8 FEET) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 BK1748'THE MARK IS 0.91 M ABOVE SIDEWALK.
 BK1748
 BK1748                          STATION RECOVERY (1985)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 1985
 BK1748'RAILROAD STATION BUILDING NO LONGER IN USE AND IN BAD STATE OF REPAIR
 BK1748'AND BOARDED UP.
 BK1748
 BK1748                          STATION RECOVERY (1986)
 BK1748
 BK1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1748'RECOVERED IN GOOD CONDITION.
 BK1748
 BK1748                          STATION RECOVERY (1987)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 BK1748'RECOVERED IN GOOD CONDITION.
 BK1748
 BK1748                          STATION RECOVERY (1988)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BK1748'RECOVERED IN GOOD CONDITION.
 BK1748
 BK1748                          STATION RECOVERY (1988)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1748'RECOVERED IN GOOD CONDITION.
 BK1748
 BK1748                          STATION RECOVERY (1989)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1748'RECOVERED IN GOOD CONDITION.
 BK1748
 BK1748                          STATION RECOVERY (1989)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BK1748'RECOVERED IN GOOD CONDITION.
 BK1748
 BK1748                          STATION RECOVERY (1990)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 BK1748'RECOVERED IN GOOD CONDITION.
 BK1748
 BK1748                          STATION RECOVERY (1990)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BK1748'RECOVERED IN GOOD CONDITION.
 BK1748
 BK1748                          STATION RECOVERY (1996)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1748'MARK NOT FOUND.
 BK1748
 BK1748                          STATION RECOVERY (2001)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1748'MARK NOT FOUND.
 BK1748
 BK1748                          STATION RECOVERY (2002)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK1748'MARK NOT FOUND.
 BK1748
 BK1748                          STATION RECOVERY (2004)
 BK1748
 BK1748'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BK1748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0871 ***********************************************************************
 AN0871  DESIGNATION -  N 580
 AN0871  PID         -  AN0871
 AN0871  STATE/COUNTY-  TX/CALHOUN
 AN0871  USGS QUAD   -  SEADRIFT (1973)
 AN0871
 AN0871                         *CURRENT SURVEY CONTROL
 AN0871  ___________________________________________________________________
 AN0871* NAD 83(1986)-  28 29 50.     (N)    096 39 05.     (W)     SCALED    
 AN0871* NAVD 88     -         4.19   (+/-2cm)      13.7    (feet)  VERTCON   
 AN0871  ___________________________________________________________________
 AN0871  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0871
 AN0871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0871
 AN0871.The horizontal coordinates were scaled from a topographic map and have
 AN0871.an estimated accuracy of +/- 6 seconds.
 AN0871
 AN0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0871.The vertical order pertains to the NGVD 29 superseded value.
 AN0871
 AN0871.The geoid height was determined by GEOID03.
 AN0871
 AN0871;                    North         East    Units  Estimated Accuracy
 AN0871;SPC TXSC     - 4,075,890.      829,920.      MT  (+/- 180 meters Scaled)
 AN0871
 AN0871                          SUPERSEDED SURVEY CONTROL
 AN0871
 AN0871  NGVD 29 (??/??/92)    4.315  (m)           14.16   (f) ADJ UNCH    2 0
 AN0871
 AN0871.Superseded values are not recommended for survey control.
 AN0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0871.See file dsdata.txt to determine how the superseded data were derived.
 AN0871
 AN0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS298545(NAD 83)
 AN0871_MARKER: DB = BENCH MARK DISK
 AN0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0871_STAMPING: N 580 1942
 AN0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0871+STABILITY: SURFACE MOTION
 AN0871
 AN0871  HISTORY     - Date     Condition        Report By
 AN0871  HISTORY     - 1942     MONUMENTED       CGS
 AN0871  HISTORY     - 1951     MARK NOT FOUND   USGS
 AN0871  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0871
 AN0871                          STATION DESCRIPTION
 AN0871
 AN0871'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AN0871'9.3 MI S FROM PORT LAVACA.
 AN0871'9.3 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0871'PORT LAVACA, CALHOUN COUNTY, 0.4 MILE SOUTHWEST OF A CURVE, 0.4 MILE
 AN0871'NORTHEAST OF A TURN IN THE HIGHWAY, 40 FEET SOUTHEAST OF THE
 AN0871'CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AN0871'POST, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE
 AN0871'HIGHWAY.  A STANDARD DISK, STAMPED N 580 1942 AND SET IN THE TOP OF A
 AN0871'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0871
 AN0871                          STATION RECOVERY (1988)
 AN0871
 AN0871'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0282 ***********************************************************************
 AN0282  DESIGNATION -  N 582
 AN0282  PID         -  AN0282
 AN0282  STATE/COUNTY-  TX/MATAGORDA
 AN0282  USGS QUAD   -  PALACIOS (1995)
 AN0282
 AN0282                         *CURRENT SURVEY CONTROL
 AN0282  ___________________________________________________________________
 AN0282* NAD 83(1986)-  28 41 57.     (N)    096 09 45.     (W)     SCALED    
 AN0282* NAVD 88     -         4.17   (+/-2cm)      13.7    (feet)  VERTCON   
 AN0282  ___________________________________________________________________
 AN0282  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN0282
 AN0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0282
 AN0282.The horizontal coordinates were scaled from a topographic map and have
 AN0282.an estimated accuracy of +/- 6 seconds.
 AN0282
 AN0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0282.The vertical order pertains to the NGVD 29 superseded value.
 AN0282
 AN0282.The geoid height was determined by GEOID03.
 AN0282
 AN0282;                    North         East    Units  Estimated Accuracy
 AN0282;SPC TXSC     - 4,099,320.      877,230.      MT  (+/- 180 meters Scaled)
 AN0282
 AN0282                          SUPERSEDED SURVEY CONTROL
 AN0282
 AN0282  NGVD 29 (??/??/92)    4.232  (m)           13.88   (f) ADJ UNCH    2 0
 AN0282
 AN0282.Superseded values are not recommended for survey control.
 AN0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0282.See file dsdata.txt to determine how the superseded data were derived.
 AN0282
 AN0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS772779(NAD 83)
 AN0282_MARKER: DB = BENCH MARK DISK
 AN0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0282_STAMPING: N 582 1941
 AN0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0282+STABILITY: SURFACE MOTION
 AN0282
 AN0282  HISTORY     - Date     Condition        Report By
 AN0282  HISTORY     - 1941     MONUMENTED       CGS
 AN0282  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AN0282
 AN0282                          STATION DESCRIPTION
 AN0282
 AN0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0282'2.4 MI SE FROM COLLEGEPORT.
 AN0282'2.4 MILES SOUTHEAST OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH MARK
 AN0282'MAY BE REACHED FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A PAVED
 AN0282'COUNTY ROAD, THENCE 1.8 MILES SOUTH ALONG THE OYSTER LAKE ROAD. IT IS
 AN0282'46 FEET WEST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTH OF AN
 AN0282'EAST-AND-WEST FENCE ON THE OPPOSITE SIDE OF THE ROAD, 0.6 FOOT WEST OF
 AN0282'A NORTH-AND-SOUTH FENCE, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN0282'POST.  A STANDARD DISK, STAMPED N 582 1941 AND SET IN THE TOP OF A
 AN0282'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0282
 AN0282                          STATION RECOVERY (1996)
 AN0282
 AN0282'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0198 ***********************************************************************
 AN0198  DESIGNATION -  N 583
 AN0198  PID         -  AN0198
 AN0198  STATE/COUNTY-  TX/MATAGORDA
 AN0198  USGS QUAD   -  BLESSING (1995)
 AN0198
 AN0198                         *CURRENT SURVEY CONTROL
 AN0198  ___________________________________________________________________
 AN0198* NAD 83(1986)-  28 47 20.     (N)    096 12 35.     (W)     SCALED    
 AN0198* NAVD 88     -         7.92   (+/-2cm)      26.0    (feet)  VERTCON   
 AN0198  ___________________________________________________________________
 AN0198  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN0198
 AN0198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0198
 AN0198.The horizontal coordinates were scaled from a topographic map and have
 AN0198.an estimated accuracy of +/- 6 seconds.
 AN0198
 AN0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0198.The vertical order pertains to the NGVD 29 superseded value.
 AN0198
 AN0198.The geoid height was determined by GEOID03.
 AN0198
 AN0198;                    North         East    Units  Estimated Accuracy
 AN0198;SPC TXSC     - 4,109,150.      872,380.      MT  (+/- 180 meters Scaled)
 AN0198
 AN0198                          SUPERSEDED SURVEY CONTROL
 AN0198
 AN0198  NGVD 29 (??/??/92)    7.982  (m)           26.19   (f) ADJ UNCH    2 0
 AN0198
 AN0198.Superseded values are not recommended for survey control.
 AN0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0198.See file dsdata.txt to determine how the superseded data were derived.
 AN0198
 AN0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS723877(NAD 83)
 AN0198_MARKER: DB = BENCH MARK DISK
 AN0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0198_STAMPING: N 583 1941
 AN0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0198+STABILITY: SURFACE MOTION
 AN0198
 AN0198  HISTORY     - Date     Condition        Report By
 AN0198  HISTORY     - 1941     MONUMENTED       CGS
 AN0198
 AN0198                          STATION DESCRIPTION
 AN0198
 AN0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0198'5.5 MI S FROM BLESSING.
 AN0198'5.5 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0198'HIGHWAY 93 AT BLESSING, MATAGORDA COUNTY, AT THE NORTHEAST CORNER OF
 AN0198'THE INTERSECTION OF A ROAD LEADING EAST TO COLLEGEPORT, 53 FEET EAST
 AN0198'OF THE CENTER LINE OF THE HIGHWAY, 49 FEET NORTH OF THE CENTER LINE OF
 AN0198'THE COLLEGEPORT ROAD, 2 FEET EAST OF A NORTH-AND-SOUTH FENCE, 1 FOOT
 AN0198'SOUTH OF AN EAST-AND-WEST FENCE, AND 4 FEET WEST OF A WHITE WOODEN
 AN0198'WITNESS POST.  A STANDARD DISK, STAMPED N 583 1941 AND SET IN THE TOP
 AN0198'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0178 ***********************************************************************
 AN0178  DESIGNATION -  N 584 RESET 1967
 AN0178  PID         -  AN0178
 AN0178  STATE/COUNTY-  TX/JACKSON
 AN0178  USGS QUAD   -  TURTLE BAY (1995)
 AN0178
 AN0178                         *CURRENT SURVEY CONTROL
 AN0178  ___________________________________________________________________
 AN0178* NAD 83(1986)-  28 43 08.     (N)    096 20 28.     (W)     SCALED    
 AN0178* NAVD 88     -         4.95   (+/-2cm)      16.2    (feet)  VERTCON   
 AN0178  ___________________________________________________________________
 AN0178  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN0178
 AN0178  VERT ORDER  -  THIRD (See Below)
 AN0178
 AN0178.The horizontal coordinates were scaled from a topographic map and have
 AN0178.an estimated accuracy of +/- 6 seconds.
 AN0178
 AN0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0178.The vertical order pertains to the NGVD 29 superseded value.
 AN0178
 AN0178.The geoid height was determined by GEOID03.
 AN0178
 AN0178;                    North         East    Units  Estimated Accuracy
 AN0178;SPC TXSC     - 4,101,100.      859,730.      MT  (+/- 180 meters Scaled)
 AN0178
 AN0178                          SUPERSEDED SURVEY CONTROL
 AN0178
 AN0178  NGVD 29 (??/??/??)    5.03   (m)           16.5    (f) RESET       3  
 AN0178
 AN0178.Superseded values are not recommended for survey control.
 AN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0178.See file dsdata.txt to determine how the superseded data were derived.
 AN0178
 AN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS597797(NAD 83)
 AN0178_MARKER: DB = BENCH MARK DISK
 AN0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0178_SP_SET: CULVERT
 AN0178_STAMPING: N 584 RESET 1967
 AN0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0178
 AN0178  HISTORY     - Date     Condition        Report By
 AN0178  HISTORY     - 1967     MONUMENTED       TXHD
 AN0178  HISTORY     - 1968     GOOD             TXHD
 AN0178
 AN0178                          STATION DESCRIPTION
 AN0178
 AN0178'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 AN0178'8 MI W FROM PALACIOS.
 AN0178'ABOUT 8 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0178'ORLEANS RAILROAD STATION AT PALACIOS, AT A ROAD INTERSECTION, 23.5
 AN0178'FEET WEST OF THE CENTER LINE OF A CROSS ROAD, SET IN A 3 X 38 FT.
 AN0178'CONCRETE BOX CULVERT UNDER THE HIGHWAY AND IN THE TOP OF THE CENTER OF
 AN0178'THE SOUTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0261 ***********************************************************************
 AM0261  DESIGNATION -  N 585
 AM0261  PID         -  AM0261
 AM0261  STATE/COUNTY-  TX/MATAGORDA
 AM0261  USGS QUAD   -  MATAGORDA (1972)
 AM0261
 AM0261                         *CURRENT SURVEY CONTROL
 AM0261  ___________________________________________________________________
 AM0261* NAD 83(1986)-  28 43 38.     (N)    095 53 31.     (W)     SCALED    
 AM0261* NAVD 88     -         5.24   (+/-2cm)      17.2    (feet)  VERTCON   
 AM0261  ___________________________________________________________________
 AM0261  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AM0261
 AM0261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0261
 AM0261.The horizontal coordinates were scaled from a topographic map and have
 AM0261.an estimated accuracy of +/- 6 seconds.
 AM0261
 AM0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0261.The vertical order pertains to the NGVD 29 superseded value.
 AM0261
 AM0261.The geoid height was determined by GEOID03.
 AM0261
 AM0261;                    North         East    Units  Estimated Accuracy
 AM0261;SPC TXSC     - 4,103,100.      903,580.      MT  (+/- 180 meters Scaled)
 AM0261
 AM0261                          SUPERSEDED SURVEY CONTROL
 AM0261
 AM0261  NGVD 29 (??/??/92)    5.293  (m)           17.37   (f) ADJ UNCH    2 0
 AM0261
 AM0261.Superseded values are not recommended for survey control.
 AM0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0261.See file dsdata.txt to determine how the superseded data were derived.
 AM0261
 AM0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM175811(NAD 83)
 AM0261_MARKER: DB = BENCH MARK DISK
 AM0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0261_SP_SET: WATER TANK BASE
 AM0261_STAMPING: N 585 1941
 AM0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0261
 AM0261  HISTORY     - Date     Condition        Report By
 AM0261  HISTORY     - 1941     MONUMENTED       CGS
 AM0261
 AM0261                          STATION DESCRIPTION
 AM0261
 AM0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0261'IN GULF.
 AM0261'AT GULF, AT THE NORTH EDGE OF TOWN, AT THE CITY WATER TANK, IN THE TOP
 AM0261'OF THE CONCRETE BASE OF THE NORTHWEST LEG, 0.2 MILE NORTH OF AN OLD
 AM0261'SCHOOL BUILDING, AND 214 FEET EAST OF THE CENTERLINE OF A SHELL ROAD.
 AM0261'A STANDARD DISK, STAMPED N 585 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0107 ***********************************************************************
 AW0107  DESIGNATION -  N 586
 AW0107  PID         -  AW0107
 AW0107  STATE/COUNTY-  TX/BRAZORIA
 AW0107  USGS QUAD   -  BRAZORIA (1952)
 AW0107
 AW0107                         *CURRENT SURVEY CONTROL
 AW0107  ___________________________________________________________________
 AW0107* NAD 83(1986)-  29 00 10.     (N)    095 32 13.     (W)     SCALED    
 AW0107* NAVD 88     -         6.44   (+/-2cm)      21.1    (feet)  VERTCON   
 AW0107  ___________________________________________________________________
 AW0107  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW0107
 AW0107  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0107
 AW0107.The horizontal coordinates were scaled from a topographic map and have
 AW0107.an estimated accuracy of +/- 6 seconds.
 AW0107
 AW0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0107.The vertical order pertains to the NGVD 29 superseded value.
 AW0107
 AW0107.The geoid height was determined by GEOID03.
 AW0107
 AW0107;                    North         East    Units  Estimated Accuracy
 AW0107;SPC TXSC     - 4,134,600.      937,340.      MT  (+/- 180 meters Scaled)
 AW0107
 AW0107                          SUPERSEDED SURVEY CONTROL
 AW0107
 AW0107  NGVD 29 (??/??/92)    6.466  (m)           21.21   (f) ADJ UNCH    1 1
 AW0107
 AW0107.Superseded values are not recommended for survey control.
 AW0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0107.See file dsdata.txt to determine how the superseded data were derived.
 AW0107
 AW0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN528109(NAD 83)
 AW0107_MARKER: DB = BENCH MARK DISK
 AW0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0107_SP_SET: CULVERT
 AW0107_STAMPING: N 586 1942
 AW0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0107
 AW0107  HISTORY     - Date     Condition        Report By
 AW0107  HISTORY     - 1942     MONUMENTED       CGS
 AW0107  HISTORY     - 1943     GOOD             NGS
 AW0107  HISTORY     - 1963     GOOD             NGS
 AW0107  HISTORY     - 1978     GOOD             NGS
 AW0107  HISTORY     - 1987     GOOD             USPSQD
 AW0107  HISTORY     - 1989     GOOD             USPSQD
 AW0107  HISTORY     - 19940416 GOOD             USPSQD
 AW0107  HISTORY     - 20010428 MARK NOT FOUND   USPSQD
 AW0107
 AW0107                          STATION DESCRIPTION
 AW0107
 AW0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW0107'3.6 MI SE FROM BRAZORIA.
 AW0107'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE MISSOURI PACIFIC
 AW0107'RAILROAD STATION AT BRAZORIA, AT CLEMENS STATE (PRISON) FARM, 1.25
 AW0107'MILES NORTHWEST OF THE JUNCTION OF THE DRIVEWAY TO THE FARM
 AW0107'HEADQUATERS, 1.2 MILES SOUTHEAST OF THE NORTHWEST EDGE OF THE FARM, AT
 AW0107'THE INTERSECTION OF A FARM ROAD, 58 FEET SOUTHWEST OF THE CENTERLINE
 AW0107'OF THE HIGHWAY, 9 FEET SOUTHEAST OF THE CENTERLINE OF THE FARM ROAD,
 AW0107'75 FEET WEST OF THE CENTER OF A DOUBLE-ARCH CONCRETE CULVERT UNDER THE
 AW0107'HIGHWAY, AT A CONCRETE-BOX CULVERT UNDER THE FARM ROAD, IN THE TOP OF
 AW0107'THE NORTHEAST END OF THE SOUTHEAST HEADWALL, AND ABOUT 1-1/2 FEET
 AW0107'BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 586 1942.
 AW0107
 AW0107                          STATION RECOVERY (1963)
 AW0107
 AW0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW0107'RECOVERED IN GOOD CONDITION.
 AW0107
 AW0107                          STATION RECOVERY (1978)
 AW0107
 AW0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0107'RECOVERED IN GOOD CONDITION.
 AW0107
 AW0107                          STATION RECOVERY (1987)
 AW0107
 AW0107'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW0107'RECOVERED IN GOOD CONDITION.
 AW0107
 AW0107                          STATION RECOVERY (1989)
 AW0107
 AW0107'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW0107'RECOVERED IN GOOD CONDITION.
 AW0107
 AW0107                          STATION RECOVERY (1994)
 AW0107
 AW0107'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0107'RECOVERED IN GOOD CONDITION.
 AW0107
 AW0107                          STATION RECOVERY (2001)
 AW0107
 AW0107'RECOVERY NOTE BY US POWER SQUADRON 2001
 AW0107'MARKER WITH TX DOT MARKINGS FOUND AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0306 ***********************************************************************
 AH0306  DESIGNATION -  N 587
 AH0306  PID         -  AH0306
 AH0306  STATE/COUNTY-  TX/SAN PATRICIO
 AH0306  USGS QUAD   -  TAFT (1975)
 AH0306
 AH0306                         *CURRENT SURVEY CONTROL
 AH0306  ___________________________________________________________________
 AH0306* NAD 83(1986)-  27 52 59.     (N)    097 28 40.     (W)     SCALED    
 AH0306* NAVD 88     -        17.75   (+/-2cm)      58.2    (feet)  VERTCON   
 AH0306  ___________________________________________________________________
 AH0306  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AH0306
 AH0306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0306
 AH0306.The horizontal coordinates were scaled from a topographic map and have
 AH0306.an estimated accuracy of +/- 6 seconds.
 AH0306
 AH0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0306.The vertical order pertains to the NGVD 29 superseded value.
 AH0306
 AH0306.The geoid height was determined by GEOID03.
 AH0306
 AH0306;                    North         East    Units  Estimated Accuracy
 AH0306;SPC TX S     - 5,245,980.      400,660.      MT  (+/- 180 meters Scaled)
 AH0306
 AH0306                          SUPERSEDED SURVEY CONTROL
 AH0306
 AH0306  NGVD 29 (??/??/92)   17.941  (m)           58.86   (f) ADJ UNCH    2 0
 AH0306
 AH0306.Superseded values are not recommended for survey control.
 AH0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0306.See file dsdata.txt to determine how the superseded data were derived.
 AH0306
 AH0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR498851(NAD 83)
 AH0306_MARKER: DB = BENCH MARK DISK
 AH0306_SETTING: 0 = UNSPECIFIED SETTING
 AH0306_STAMPING: N 587 1942
 AH0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0306
 AH0306  HISTORY     - Date     Condition        Report By
 AH0306  HISTORY     - 1942     MONUMENTED       CGS
 AH0306  HISTORY     - 1949     GOOD             NGS
 AH0306  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0306
 AH0306                          STATION DESCRIPTION
 AH0306
 AH0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0306'9.4 MI SW FROM TAFT.
 AH0306'ABOUT 6.0 MILES SW FROM TAFT ALONG FARM ROAD 631, THENCE ABOUT 2.7
 AH0306'MILES S ALONG A PAVED ROAD TO THE END OF PAVEMENT, THENCE ABOUT 1.3
 AH0306'MILES S ALONG A DIRT ROAD TO THE MARK AT THE INSIDE OF A CURVE.  IT IS
 AH0306'58 FT. E OF THE CENTER LINE OF THE ROAD, 42 FT. E OF A FENCE CORNER,
 AH0306'1.3 FT. NORTH OF THE FENCE, 3 FT. E OF A WHITE WOODEN WITNESS POST,
 AH0306'AND ABOUT LEVEL WITH THE ROAD.  MONUMENT PROJECTS ABOUT 0.4 FT. ABOVE
 AH0306'THE GROUND.
 AH0306
 AH0306                          STATION RECOVERY (1996)
 AH0306
 AH0306'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0715 ***********************************************************************
 AH0715  DESIGNATION -  N 588
 AH0715  PID         -  AH0715
 AH0715  STATE/COUNTY-  TX/SAN PATRICIO
 AH0715  USGS QUAD   -  ODEM (1975)
 AH0715
 AH0715                         *CURRENT SURVEY CONTROL
 AH0715  ___________________________________________________________________
 AH0715* NAD 83(1986)-  27 57 59.     (N)    097 34 03.     (W)     SCALED    
 AH0715* NAVD 88     -        21.269  (meters)      69.78   (feet)  ADJUSTED  
 AH0715  ___________________________________________________________________
 AH0715  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AH0715  DYNAMIC HT  -          21.237 (meters)      69.68  (feet)  COMP
 AH0715  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 AH0715
 AH0715  VERT ORDER  -  FIRST     CLASS II
 AH0715
 AH0715.The horizontal coordinates were scaled from a topographic map and have
 AH0715.an estimated accuracy of +/- 6 seconds.
 AH0715
 AH0715.The orthometric height was determined by differential leveling
 AH0715.and adjusted by the National Geodetic Survey in June 1991..
 AH0715
 AH0715.The geoid height was determined by GEOID03.
 AH0715
 AH0715.The dynamic height is computed by dividing the NAVD 88
 AH0715.geopotential number by the normal gravity value computed on the
 AH0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0715.degrees latitude (g = 980.6199 gals.).
 AH0715
 AH0715.The modeled gravity was interpolated from observed gravity values.
 AH0715
 AH0715;                    North         East    Units  Estimated Accuracy
 AH0715;SPC TX S     - 5,255,140.      391,750.      MT  (+/- 180 meters Scaled)
 AH0715
 AH0715                          SUPERSEDED SURVEY CONTROL
 AH0715
 AH0715  NGVD 29 (??/??/92)   21.42   (m)           70.3    (f) COMPUTED    1 2
 AH0715
 AH0715.Superseded values are not recommended for survey control.
 AH0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0715.See file dsdata.txt to determine how the superseded data were derived.
 AH0715
 AH0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR408943(NAD 83)
 AH0715_MARKER: DB = BENCH MARK DISK
 AH0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0715_SP_SET: CULVERT
 AH0715_STAMPING: N 588 1942
 AH0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0715
 AH0715  HISTORY     - Date     Condition        Report By
 AH0715  HISTORY     - 1942     MONUMENTED       CGS
 AH0715  HISTORY     - 1950     GOOD             NGS
 AH0715  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0715
 AH0715                          STATION DESCRIPTION
 AH0715
 AH0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0715'1.4 MI NE FROM ODEM.
 AH0715'1.4 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0715'RAILROAD FROM THE STATION AT ODEM, 0.1 MILE SOUTHWEST OF A ROAD
 AH0715'LEADING NORTHWEST, 82 FEET NORTHWEST OF THE NORTHWEST RAIL, 82 FEET
 AH0715'NORTHWEST OF THE CENTER OF TRESTLE 1559, 15 FEET SOUTHEAST OF THE
 AH0715'CENTER LINE OF U.S. HIGHWAY 77, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 AH0715'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A
 AH0715'CONCRETE CULVERT UNDER THE HIGHWAY.
 AH0715
 AH0715                          STATION RECOVERY (1996)
 AH0715
 AH0715'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0004 ***********************************************************************
 AH0004  DESIGNATION -  N 588 RESET 1951
 AH0004  PID         -  AH0004
 AH0004  STATE/COUNTY-  TX/SAN PATRICIO
 AH0004  USGS QUAD   -  ODEM (1975)
 AH0004
 AH0004                         *CURRENT SURVEY CONTROL
 AH0004  ___________________________________________________________________
 AH0004* NAD 83(1986)-  27 57 59.     (N)    097 34 05.     (W)     SCALED    
 AH0004* NAVD 88     -        21.157  (meters)      69.41   (feet)  ADJUSTED  
 AH0004  ___________________________________________________________________
 AH0004  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AH0004  DYNAMIC HT  -          21.125 (meters)      69.31  (feet)  COMP
 AH0004  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 AH0004
 AH0004  VERT ORDER  -  FIRST     CLASS I
 AH0004
 AH0004.The horizontal coordinates were scaled from a topographic map and have
 AH0004.an estimated accuracy of +/- 6 seconds.
 AH0004
 AH0004.The orthometric height was determined by differential leveling
 AH0004.and adjusted by the National Geodetic Survey in June 1991..
 AH0004
 AH0004.The geoid height was determined by GEOID03.
 AH0004
 AH0004.The dynamic height is computed by dividing the NAVD 88
 AH0004.geopotential number by the normal gravity value computed on the
 AH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0004.degrees latitude (g = 980.6199 gals.).
 AH0004
 AH0004.The modeled gravity was interpolated from observed gravity values.
 AH0004
 AH0004;                    North         East    Units  Estimated Accuracy
 AH0004;SPC TX S     - 5,255,140.      391,700.      MT  (+/- 180 meters Scaled)
 AH0004
 AH0004                          SUPERSEDED SURVEY CONTROL
 AH0004
 AH0004  NGVD 29 (??/??/??)   21.32   (m)           69.9    (f) RESET       3  
 AH0004
 AH0004.Superseded values are not recommended for survey control.
 AH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0004.See file dsdata.txt to determine how the superseded data were derived.
 AH0004
 AH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR408943(NAD 83)
 AH0004_MARKER: DB = BENCH MARK DISK
 AH0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0004_SP_SET: CULVERT BARREL
 AH0004_STAMPING: N 588 RESET 1951
 AH0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0004
 AH0004  HISTORY     - Date     Condition        Report By
 AH0004  HISTORY     - 1951     MONUMENTED       TXHD
 AH0004  HISTORY     - 1966     GOOD             BOR
 AH0004  HISTORY     - 1978     GOOD             NGS
 AH0004  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0004
 AH0004                          STATION DESCRIPTION
 AH0004
 AH0004'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AH0004'1.4 MI NE FROM ODEM.
 AH0004'1.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AH0004'AT ODEM, SAN PATRICIO COUNTY, 0.1 MILE SOUTHWEST OF THE INTERSECTION
 AH0004'OF U. S. HIGHWAY 77 AND A ROAD LEADING WEST, 2-1/2 POLES SOUTHWEST OF
 AH0004'MILEPOST 156, OPPOSITE A TRESTLE, 122 FEET NORTHWEST OF THE CENTERLINE
 AH0004'OF THE TRACK, AT A MULTIPLE CONCRETE BOX CULVERT UNDER U. S. HIGHWAY
 AH0004'77, IN THE NORTHWEST HEADWALL ABOVE THE NORTHWEST CORNER OF THE
 AH0004'CULVERT BARREL, AND 0.2 FOOT LOWER THAN THE CENTERLINE OF THE HIGHWAY.
 AH0004'A STANDARD DISK.
 AH0004
 AH0004                          STATION RECOVERY (1966)
 AH0004
 AH0004'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0004'RECOVERED IN GOOD CONDITION.
 AH0004
 AH0004                          STATION RECOVERY (1978)
 AH0004
 AH0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0004'RECOVERED IN GOOD CONDITION.
 AH0004
 AH0004                          STATION RECOVERY (1996)
 AH0004
 AH0004'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0737 ***********************************************************************
 AH0737  DESIGNATION -  N 590
 AH0737  PID         -  AH0737
 AH0737  STATE/COUNTY-  TX/NUECES
 AH0737  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0737
 AH0737                         *CURRENT SURVEY CONTROL
 AH0737  ___________________________________________________________________
 AH0737* NAD 83(1986)-  27 40 28.     (N)    097 44 58.     (W)     SCALED    
 AH0737* NAVD 88     -        18.387  (meters)      60.32   (feet)  ADJUSTED  
 AH0737  ___________________________________________________________________
 AH0737  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH0737  DYNAMIC HT  -          18.359 (meters)      60.23  (feet)  COMP
 AH0737  MODELED GRAV-     979,109.0   (mgal)                       NAVD 88
 AH0737
 AH0737  VERT ORDER  -  FIRST     CLASS II
 AH0737
 AH0737.The horizontal coordinates were scaled from a topographic map and have
 AH0737.an estimated accuracy of +/- 6 seconds.
 AH0737
 AH0737.The orthometric height was determined by differential leveling
 AH0737.and adjusted by the National Geodetic Survey in June 1991..
 AH0737.WARNING-Repeat measurements at this control monument indicate possible
 AH0737.vertical movement.
 AH0737
 AH0737.The geoid height was determined by GEOID03.
 AH0737
 AH0737.The dynamic height is computed by dividing the NAVD 88
 AH0737.geopotential number by the normal gravity value computed on the
 AH0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0737.degrees latitude (g = 980.6199 gals.).
 AH0737
 AH0737.The modeled gravity was interpolated from observed gravity values.
 AH0737
 AH0737;                    North         East    Units  Estimated Accuracy
 AH0737;SPC TX S     - 5,222,670.      374,040.      MT  (+/- 180 meters Scaled)
 AH0737
 AH0737                          SUPERSEDED SURVEY CONTROL
 AH0737
 AH0737  NGVD 29 (??/??/92)   18.505  (m)           60.71   (f) ADJ UNCH    1 2
 AH0737
 AH0737.Superseded values are not recommended for survey control.
 AH0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0737.See file dsdata.txt to determine how the superseded data were derived.
 AH0737
 AH0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR233617(NAD 83)
 AH0737_MARKER: DB = BENCH MARK DISK
 AH0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0737_STAMPING: N 590 1942
 AH0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0737+STABILITY: SURFACE MOTION
 AH0737
 AH0737  HISTORY     - Date     Condition        Report By
 AH0737  HISTORY     - 1942     MONUMENTED       CGS
 AH0737  HISTORY     - 1951     GOOD             NGS
 AH0737  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0737
 AH0737                          STATION DESCRIPTION
 AH0737
 AH0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0737'0.25 MI NE FROM DRISCOLL.
 AH0737'0.25 MILE NORTHEAST ALONG THE ST. LOUIS,
 AH0737'BROWNSVILLE AND MEXICO RAILROAD (NOW THE SOUTHERN PACIFIC LINES), FROM
 AH0737'THE STATION AT DRISCOLL, AT THE CROSSING OF FARM ROAD 666, 321.5 FEET
 AH0737'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 42 FEET SOUTHWEST
 AH0737'OF THE CENTERLINE OF THE FARM ROAD, 15.3 FEET SOUTHEAST OF THE
 AH0737'SOUTHEAST RAIL OF A SIDE TRACK, 4 FEET SOUTHWEST OF MILEPOST 132, 2
 AH0737'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AH0737'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN
 AH0737'PACIFIC LINES.
 AH0737
 AH0737                          STATION RECOVERY (1981)
 AH0737
 AH0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0737'NOT RECOVERED THIS DATE, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0824 ***********************************************************************
 AN0824  DESIGNATION -  N 591
 AN0824  PID         -  AN0824
 AN0824  STATE/COUNTY-  TX/CALHOUN
 AN0824  USGS QUAD   -  GREEN LAKE (1995)
 AN0824
 AN0824                         *CURRENT SURVEY CONTROL
 AN0824  ___________________________________________________________________
 AN0824* NAD 83(1986)-  28 30 51.     (N)    096 46 59.     (W)     SCALED    
 AN0824* NAVD 88     -         9.08   (+/-2cm)      29.8    (feet)  VERTCON   
 AN0824  ___________________________________________________________________
 AN0824  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN0824
 AN0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0824
 AN0824.The horizontal coordinates were scaled from a topographic map and have
 AN0824.an estimated accuracy of +/- 6 seconds.
 AN0824
 AN0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0824.The vertical order pertains to the NGVD 29 superseded value.
 AN0824
 AN0824.The geoid height was determined by GEOID03.
 AN0824
 AN0824;                    North         East    Units  Estimated Accuracy
 AN0824;SPC TXSC     - 4,077,510.      817,000.      MT  (+/- 180 meters Scaled)
 AN0824
 AN0824                          SUPERSEDED SURVEY CONTROL
 AN0824
 AN0824  NGVD 29 (??/??/92)    9.204  (m)           30.20   (f) ADJ UNCH    2 0
 AN0824
 AN0824.Superseded values are not recommended for survey control.
 AN0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0824.See file dsdata.txt to determine how the superseded data were derived.
 AN0824
 AN0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS169561(NAD 83)
 AN0824_MARKER: DB = BENCH MARK DISK
 AN0824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0824_SP_SET: CULVERT
 AN0824_STAMPING: N 591 1942
 AN0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0824
 AN0824  HISTORY     - Date     Condition        Report By
 AN0824  HISTORY     - 1942     MONUMENTED       CGS
 AN0824  HISTORY     - 1974     MARK NOT FOUND   NGS
 AN0824
 AN0824                          STATION DESCRIPTION
 AN0824
 AN0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0824'0.9 MI SE FROM GREEN LAKE.
 AN0824'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 185 FROM THE INTERSECTION OF
 AN0824'STATE HIGHWAY 35 AT GREEN LAKE, CALHOUN COUNTY, AT A CONCRETE CULVERT,
 AN0824'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL, 18 FEET
 AN0824'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 AN0824'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 591 1942.
 AN0824
 AN0824                          STATION RECOVERY (1974)
 AN0824
 AN0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AN0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0334 ***********************************************************************
 AN0334  DESIGNATION -  N 592
 AN0334  PID         -  AN0334
 AN0334  STATE/COUNTY-  TX/CALHOUN
 AN0334  USGS QUAD   -  PORT O'CONNOR (1973)
 AN0334
 AN0334                         *CURRENT SURVEY CONTROL
 AN0334  ___________________________________________________________________
 AN0334* NAD 83(1986)-  28 26 29.     (N)    096 25 15.     (W)     SCALED    
 AN0334* NAVD 88     -         2.29   (+/-2cm)       7.5    (feet)  VERTCON   
 AN0334  ___________________________________________________________________
 AN0334  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN0334
 AN0334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0334
 AN0334.The horizontal coordinates were scaled from a topographic map and have
 AN0334.an estimated accuracy of +/- 6 seconds.
 AN0334
 AN0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0334.The vertical order pertains to the NGVD 29 superseded value.
 AN0334
 AN0334.The geoid height was determined by GEOID03.
 AN0334
 AN0334;                    North         East    Units  Estimated Accuracy
 AN0334;SPC TXSC     - 4,070,180.      852,630.      MT  (+/- 180 meters Scaled)
 AN0334
 AN0334                          SUPERSEDED SURVEY CONTROL
 AN0334
 AN0334  NGVD 29 (??/??/92)    2.393  (m)            7.85   (f) ADJ UNCH    2 0
 AN0334
 AN0334.Superseded values are not recommended for survey control.
 AN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0334.See file dsdata.txt to determine how the superseded data were derived.
 AN0334
 AN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS525488(NAD 83)
 AN0334_MARKER: DB = BENCH MARK DISK
 AN0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0334_STAMPING: N 592 1942
 AN0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0334+STABILITY: SURFACE MOTION
 AN0334
 AN0334  HISTORY     - Date     Condition        Report By
 AN0334  HISTORY     - 1942     MONUMENTED       CGS
 AN0334  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0334  HISTORY     - 19980721 MARK NOT FOUND   USPSQD
 AN0334
 AN0334                          STATION DESCRIPTION
 AN0334
 AN0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0334'1.0 MI W FROM PORT OCONNOR.
 AN0334'1.0 MILE WEST ALONG STATE HIGHWAY 185 FROM THE INTERSECTION OF ADAMS
 AN0334'STREET AND PARK AVENUE AT PORT OCONNOR, CALHOUN COUNTY, AT THE
 AN0334'JUNCTION OF A PRIVATE ROAD LEADING SOUTH, AT THE EDGE OF AN ABANDONED
 AN0334'AUXILIARY AIRPORT, 72 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 45
 AN0334'FEET EAST OF THE CENTERLINE OF THE PRIVATE ROAD, ON THE NORTH EDGE OF
 AN0334'A SAND KNOLL COVERED WITH LIVE OAK BRUSH, 3 FEET EAST OF A WHITE
 AN0334'WOODENT WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 AN0334'STAMPED N 592 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0334'ABOUT 0.5 FOOT ABOVE GROUND.
 AN0334
 AN0334                          STATION RECOVERY (1990)
 AN0334
 AN0334'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0334'MARK NOT FOUND.
 AN0334
 AN0334                          STATION RECOVERY (1998)
 AN0334
 AN0334'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0855 ***********************************************************************
 AN0855  DESIGNATION -  N 593
 AN0855  PID         -  AN0855
 AN0855  STATE/COUNTY-  TX/CALHOUN
 AN0855  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0855
 AN0855                         *CURRENT SURVEY CONTROL
 AN0855  ___________________________________________________________________
 AN0855* NAD 83(1986)-  28 33 42.     (N)    096 34 34.     (W)     SCALED    
 AN0855* NAVD 88     -         3.70   (+/-2cm)      12.1    (feet)  VERTCON   
 AN0855  ___________________________________________________________________
 AN0855  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0855
 AN0855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0855
 AN0855.The horizontal coordinates were scaled from a topographic map and have
 AN0855.an estimated accuracy of +/- 6 seconds.
 AN0855
 AN0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0855.The vertical order pertains to the NGVD 29 superseded value.
 AN0855
 AN0855.The geoid height was determined by GEOID03.
 AN0855
 AN0855;                    North         East    Units  Estimated Accuracy
 AN0855;SPC TXSC     - 4,083,180.      837,140.      MT  (+/- 180 meters Scaled)
 AN0855
 AN0855                          SUPERSEDED SURVEY CONTROL
 AN0855
 AN0855  NGVD 29 (??/??/92)    3.821  (m)           12.54   (f) ADJ UNCH    2 0
 AN0855
 AN0855.Superseded values are not recommended for survey control.
 AN0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0855.See file dsdata.txt to determine how the superseded data were derived.
 AN0855
 AN0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS371618(NAD 83)
 AN0855_MARKER: DB = BENCH MARK DISK
 AN0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0855_STAMPING: N 593 1942
 AN0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0855+STABILITY: SURFACE MOTION
 AN0855
 AN0855  HISTORY     - Date     Condition        Report By
 AN0855  HISTORY     - 1942     MONUMENTED       CGS
 AN0855  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0855
 AN0855                          STATION DESCRIPTION
 AN0855
 AN0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0855'4.4 MI S FROM PORT LAVACA.
 AN0855'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0855'PORT LAVACA, CALHOUN COUNTY, 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0855'316.  AND 1.8 MILES NORTHEAST ALONG THE MAGNOLIA BEACH ROAD.  90 FEET
 AN0855'NORTHEAST OF A WINDMILL, 45 FEET NORTH OF A CONCRETE WATER TANK, 28
 AN0855'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHWEST OF A
 AN0855'WHITE WOODEN WITNESS POST, 1 FOOT NORTHWEST OF A FENCE, AND LEVEL WITH
 AN0855'THE ROAD.  A STANDARD DISK, STAMPED N 593 1942 AND SET IN THE TOP OF A
 AN0855'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0855
 AN0855                          STATION RECOVERY (1998)
 AN0855
 AN0855'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0856 ***********************************************************************
 AN0856  DESIGNATION -  N 593 RESET 1963
 AN0856  PID         -  AN0856
 AN0856  STATE/COUNTY-  TX/CALHOUN
 AN0856  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0856
 AN0856                         *CURRENT SURVEY CONTROL
 AN0856  ___________________________________________________________________
 AN0856* NAD 83(1986)-  28 33 42.     (N)    096 34 34.     (W)     SCALED    
 AN0856* NAVD 88     -         3.45   (+/-2cm)      11.3    (feet)  VERTCON   
 AN0856  ___________________________________________________________________
 AN0856  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0856
 AN0856  VERT ORDER  -  THIRD (See Below)
 AN0856
 AN0856.The horizontal coordinates were scaled from a topographic map and have
 AN0856.an estimated accuracy of +/- 6 seconds.
 AN0856
 AN0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0856.The vertical order pertains to the NGVD 29 superseded value.
 AN0856
 AN0856.The geoid height was determined by GEOID03.
 AN0856
 AN0856;                    North         East    Units  Estimated Accuracy
 AN0856;SPC TXSC     - 4,083,180.      837,140.      MT  (+/- 180 meters Scaled)
 AN0856
 AN0856                          SUPERSEDED SURVEY CONTROL
 AN0856
 AN0856  NGVD 29 (??/??/??)    3.57   (m)           11.7    (f) RESET       3  
 AN0856
 AN0856.Superseded values are not recommended for survey control.
 AN0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0856.See file dsdata.txt to determine how the superseded data were derived.
 AN0856
 AN0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS371618(NAD 83)
 AN0856_MARKER: DB = BENCH MARK DISK
 AN0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0856_STAMPING: N 593 RESET 1963
 AN0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0856+STABILITY: SURFACE MOTION
 AN0856
 AN0856  HISTORY     - Date     Condition        Report By
 AN0856  HISTORY     - 1963     MONUMENTED       CGS
 AN0856  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0856
 AN0856                          STATION DESCRIPTION
 AN0856
 AN0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0856'9.05 MI SE FROM PORT LAVACA.
 AN0856'ABOUT 4.7 MILES SOUTHERLY ALONG STATE HIGHWAY 238 FROM THE JUNCTION OF
 AN0856'STATE HIGHWAY 238 AND U.S. HIGHWAY 87 IN PORT LAVACA, CALHOUN COUNTY,
 AN0856'TO THE JUNCTION OF STATE HIGHWAYS 238 AND 316.  THENCE 2.5 MILES
 AN0856'SOUTHEAST ALONG STATE HIGHWAY 316.  THENCE 1.85 MILES NORTHEAST ALONG
 AN0856'THE MAGNOLIA BEACH ROAD AND BENCH MARK ON THE RIGHT, 50 FEET SOUTHEAST
 AN0856'OF THE CENTERLINE OF HIGHWAY IN THE RIGHT-OF-WAY FENCE, 128 FEET EAST
 AN0856'OF A CONCRETE TANK, 41 FEET NORTH OF A CONCRETE TANK, AND 1 FOOT SOUTH
 AN0856'OF A METAL WITNESS POST.  A STANDARD DISK STAMPED N 593 RESET 1963,
 AN0856'SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 5 INCHES.
 AN0856
 AN0856                          STATION RECOVERY (1998)
 AN0856
 AN0856'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0404 ***********************************************************************
 AN0404  DESIGNATION -  N 594
 AN0404  PID         -  AN0404
 AN0404  STATE/COUNTY-  TX/REFUGIO
 AN0404  USGS QUAD   -  TIVOLI SE (1952)
 AN0404
 AN0404                         *CURRENT SURVEY CONTROL
 AN0404  ___________________________________________________________________
 AN0404* NAD 83(1986)-  28 18 41.     (N)    096 48 02.     (W)     SCALED    
 AN0404* NAVD 88     -         3.90   (+/-2cm)      12.8    (feet)  VERTCON   
 AN0404  ___________________________________________________________________
 AN0404  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0404
 AN0404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0404
 AN0404.The horizontal coordinates were scaled from a topographic map and have
 AN0404.an estimated accuracy of +/- 6 seconds.
 AN0404
 AN0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0404.The vertical order pertains to the NGVD 29 superseded value.
 AN0404
 AN0404.The geoid height was determined by GEOID03.
 AN0404
 AN0404;                    North         East    Units  Estimated Accuracy
 AN0404;SPC TXSC     - 4,055,010.      815,710.      MT  (+/- 180 meters Scaled)
 AN0404
 AN0404                          SUPERSEDED SURVEY CONTROL
 AN0404
 AN0404  NGVD 29 (??/??/92)    4.017  (m)           13.18   (f) ADJ UNCH    2 0
 AN0404
 AN0404.Superseded values are not recommended for survey control.
 AN0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0404.See file dsdata.txt to determine how the superseded data were derived.
 AN0404
 AN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS156336(NAD 83)
 AN0404_MARKER: DB = BENCH MARK DISK
 AN0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0404_STAMPING: N 594 1942
 AN0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0404+STABILITY: SURFACE MOTION
 AN0404
 AN0404  HISTORY     - Date     Condition        Report By
 AN0404  HISTORY     - 1942     MONUMENTED       CGS
 AN0404  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN0404
 AN0404                          STATION DESCRIPTION
 AN0404
 AN0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0404'6.9 MI SSE FROM AUSTWELL.
 AN0404'6.9 MILES SOUTH-SOUTHEAST ALONG A SHELL ROAD FROM THE CITY WATER TOWER
 AN0404'AT AUSTWELL, REFUGIO COUNTY, 1.8 MILES SOUTH OF AIR BEACON CC-H, AT
 AN0404'THE ENTRANCE TO ST. CHARLES RANCH, 250 FEET NORTH OF A LARGE GUARD, 50
 AN0404'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WHITE
 AN0404'WOODEN WITNESS POST, 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 2
 AN0404'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED N 594 1942 AND
 AN0404'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN0404'GROUND.
 AN0404
 AN0404                          STATION RECOVERY (1999)
 AN0404
 AN0404'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0369 ***********************************************************************
 AN0369  DESIGNATION -  N 595
 AN0369  PID         -  AN0369
 AN0369  STATE/COUNTY-  TX/REFUGIO
 AN0369  USGS QUAD   -  TIVOLI SW (1952)
 AN0369
 AN0369                         *CURRENT SURVEY CONTROL
 AN0369  ___________________________________________________________________
 AN0369* NAD 83(1986)-  28 18 29.     (N)    096 56 30.     (W)     SCALED    
 AN0369* NAVD 88     -         4.12   (+/-2cm)      13.5    (feet)  VERTCON   
 AN0369  ___________________________________________________________________
 AN0369  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN0369
 AN0369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0369
 AN0369.The horizontal coordinates were scaled from a topographic map and have
 AN0369.an estimated accuracy of +/- 6 seconds.
 AN0369
 AN0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0369.The vertical order pertains to the NGVD 29 superseded value.
 AN0369
 AN0369.The geoid height was determined by GEOID03.
 AN0369
 AN0369;                    North         East    Units  Estimated Accuracy
 AN0369;SPC TXSC     - 4,054,390.      801,880.      MT  (+/- 180 meters Scaled)
 AN0369
 AN0369                          SUPERSEDED SURVEY CONTROL
 AN0369
 AN0369  NGVD 29 (??/??/92)    4.244  (m)           13.92   (f) ADJ UNCH    2 0
 AN0369
 AN0369.Superseded values are not recommended for survey control.
 AN0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0369.See file dsdata.txt to determine how the superseded data were derived.
 AN0369
 AN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS018330(NAD 83)
 AN0369_MARKER: DB = BENCH MARK DISK
 AN0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0369_STAMPING: N 595 1942
 AN0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0369+STABILITY: SURFACE MOTION
 AN0369
 AN0369  HISTORY     - Date     Condition        Report By
 AN0369  HISTORY     - 1942     MONUMENTED       CGS
 AN0369  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0369  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0369  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0369
 AN0369                          STATION DESCRIPTION
 AN0369
 AN0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0369'10.6 MI S FROM TIVOLI.
 AN0369'10.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0369'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 1.0 MILE SOUTH OF THE JUNCTION
 AN0369'OF A ROAD LEADING WEST TO REFUGIO, 49 FEET WEST OF THE CENTERLINE OF
 AN0369'THE HIGHWAY, 30 FEET EAST OF A LONE MESQUITE BUSH, 3 FEET NORTH OF A
 AN0369'WHITE WOODEN WITNESS POST, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND
 AN0369'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED N 595 1942 AND SET
 AN0369'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0369
 AN0369                          STATION RECOVERY (1988)
 AN0369
 AN0369'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0369'MARK NOT FOUND.
 AN0369
 AN0369                          STATION RECOVERY (1990)
 AN0369
 AN0369'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0369'MARK NOT FOUND.
 AN0369
 AN0369                          STATION RECOVERY (1999)
 AN0369
 AN0369'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0147 ***********************************************************************
 AN0147  DESIGNATION -  N 596
 AN0147  PID         -  AN0147
 AN0147  STATE/COUNTY-  TX/JACKSON
 AN0147  USGS QUAD   -  OLIVIA (1995)
 AN0147
 AN0147                         *CURRENT SURVEY CONTROL
 AN0147  ___________________________________________________________________
 AN0147* NAD 83(1986)-  28 42 56.     (N)    096 28 06.     (W)     SCALED    
 AN0147* NAVD 88     -         4.82   (+/-2cm)      15.8    (feet)  VERTCON   
 AN0147  ___________________________________________________________________
 AN0147  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN0147
 AN0147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0147
 AN0147.The horizontal coordinates were scaled from a topographic map and have
 AN0147.an estimated accuracy of +/- 6 seconds.
 AN0147
 AN0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0147.The vertical order pertains to the NGVD 29 superseded value.
 AN0147
 AN0147.The geoid height was determined by GEOID03.
 AN0147
 AN0147;                    North         East    Units  Estimated Accuracy
 AN0147;SPC TXSC     - 4,100,450.      847,320.      MT  (+/- 180 meters Scaled)
 AN0147
 AN0147                          SUPERSEDED SURVEY CONTROL
 AN0147
 AN0147  NGVD 29 (??/??/92)    4.919  (m)           16.14   (f) ADJ UNCH    2 0
 AN0147
 AN0147.Superseded values are not recommended for survey control.
 AN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0147.See file dsdata.txt to determine how the superseded data were derived.
 AN0147
 AN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS473790(NAD 83)
 AN0147_MARKER: DB = BENCH MARK DISK
 AN0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0147_STAMPING: N 596 1942
 AN0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0147+STABILITY: SURFACE MOTION
 AN0147
 AN0147  HISTORY     - Date     Condition        Report By
 AN0147  HISTORY     - 1942     MONUMENTED       CGS
 AN0147
 AN0147                          STATION DESCRIPTION
 AN0147
 AN0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0147'16.1 MI W FROM PALACIOS.
 AN0147'1.0 MILE WEST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0147'HIGHWAY 172 ABOUT 8.3 MILES SOUTH OF LA WARD, JACKSON COUNTY, 0.2 MILE
 AN0147'WEST OF THE JUNCTION OF A DRIVEWAY LEADING TO A FARMHOUSE, 52 FEET
 AN0147'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE
 AN0147'CORNER, 1 FOOT SOUTH OF THE FENCE, 4 FEET EAST OF A WHITE WOODEN
 AN0147'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED N
 AN0147'596 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AN0147'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0099 ***********************************************************************
 AN0099  DESIGNATION -  N 597
 AN0099  PID         -  AN0099
 AN0099  STATE/COUNTY-  TX/CALHOUN
 AN0099  USGS QUAD   -  OLIVIA (1995)
 AN0099
 AN0099                         *CURRENT SURVEY CONTROL
 AN0099  ___________________________________________________________________
 AN0099* NAD 83(1986)-  28 38 12.     (N)    096 27 20.     (W)     SCALED    
 AN0099* NAVD 88     -         2.74   (+/-2cm)       9.0    (feet)  VERTCON   
 AN0099  ___________________________________________________________________
 AN0099  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN0099
 AN0099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0099
 AN0099.The horizontal coordinates were scaled from a topographic map and have
 AN0099.an estimated accuracy of +/- 6 seconds.
 AN0099
 AN0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0099.The vertical order pertains to the NGVD 29 superseded value.
 AN0099
 AN0099.The geoid height was determined by GEOID03.
 AN0099
 AN0099;                    North         East    Units  Estimated Accuracy
 AN0099;SPC TXSC     - 4,091,740.      848,760.      MT  (+/- 180 meters Scaled)
 AN0099
 AN0099                          SUPERSEDED SURVEY CONTROL
 AN0099
 AN0099  NGVD 29 (??/??/92)    2.838  (m)            9.31   (f) ADJ UNCH    2 0
 AN0099
 AN0099.Superseded values are not recommended for survey control.
 AN0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0099.See file dsdata.txt to determine how the superseded data were derived.
 AN0099
 AN0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS487703(NAD 83)
 AN0099_MARKER: DB = BENCH MARK DISK
 AN0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0099_SP_SET: CULVERT
 AN0099_STAMPING: N 597 1942
 AN0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0099
 AN0099  HISTORY     - Date     Condition        Report By
 AN0099  HISTORY     - 1942     MONUMENTED       CGS
 AN0099
 AN0099                          STATION DESCRIPTION
 AN0099
 AN0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0099'6.0 MI S FROM LA WARD.
 AN0099'IN CALHOUN COUNTY, 6.0 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE
 AN0099'JUNCTION OF STATE HIGHWAY 35 ABOUT 8.3 MILES SOUTH OF LA WARD, JACKSON
 AN0099'COUNTY, AT OLIVIA, ON MATAGORDA BAY, 400 FEET NORTH OF THE EDGE OF THE
 AN0099'BAY, 300 FEET SOUTH OF A SMALL HOUSE, AT A CONCRETE CULVERT UNDER THE
 AN0099'HIGHWAY, IN THE TOP OF THE WEST HEADWALL, 15 FEET WEST OF THE CENTER
 AN0099'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY. A
 AN0099'STANDARD DISK, STAMPED N 597 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0157 ***********************************************************************
 AJ0157  DESIGNATION -  N 598
 AJ0157  PID         -  AJ0157
 AJ0157  STATE/COUNTY-  TX/JIM WELLS
 AJ0157  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0157
 AJ0157                         *CURRENT SURVEY CONTROL
 AJ0157  ___________________________________________________________________
 AJ0157* NAD 83(1986)-  27 34 39.     (N)    098 11 19.     (W)     SCALED    
 AJ0157* NAVD 88     -        63.497  (meters)     208.32   (feet)  ADJUSTED  
 AJ0157  ___________________________________________________________________
 AJ0157  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AJ0157  DYNAMIC HT  -          63.398 (meters)     208.00  (feet)  COMP
 AJ0157  MODELED GRAV-     979,083.8   (mgal)                       NAVD 88
 AJ0157
 AJ0157  VERT ORDER  -  SECOND    CLASS 0
 AJ0157
 AJ0157.The horizontal coordinates were scaled from a topographic map and have
 AJ0157.an estimated accuracy of +/- 6 seconds.
 AJ0157
 AJ0157.The orthometric height was determined by differential leveling
 AJ0157.and adjusted by the National Geodetic Survey in June 1991..
 AJ0157
 AJ0157.The geoid height was determined by GEOID03.
 AJ0157
 AJ0157.The dynamic height is computed by dividing the NAVD 88
 AJ0157.geopotential number by the normal gravity value computed on the
 AJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0157.degrees latitude (g = 980.6199 gals.).
 AJ0157
 AJ0157.The modeled gravity was interpolated from observed gravity values.
 AJ0157
 AJ0157;                    North         East    Units  Estimated Accuracy
 AJ0157;SPC TX S     - 5,211,750.      330,750.      MT  (+/- 180 meters Scaled)
 AJ0157
 AJ0157                          SUPERSEDED SURVEY CONTROL
 AJ0157
 AJ0157  NGVD 29 (??/??/92)   63.64   (m)          208.8    (f) COMPUTED    2 0
 AJ0157
 AJ0157.Superseded values are not recommended for survey control.
 AJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0157.See file dsdata.txt to determine how the superseded data were derived.
 AJ0157
 AJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR800506(NAD 83)
 AJ0157_MARKER: DB = BENCH MARK DISK
 AJ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0157_STAMPING: N 598 1942
 AJ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0157+STABILITY: SURFACE MOTION
 AJ0157
 AJ0157  HISTORY     - Date     Condition        Report By
 AJ0157  HISTORY     - 1942     MONUMENTED       CGS
 AJ0157
 AJ0157                          STATION DESCRIPTION
 AJ0157
 AJ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0157'16.7 MI SW FROM ALICE.
 AJ0157'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0157'7.9 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0157'INTERSECTION OF DIRT ROAD LEADING WESTERLY.  THENCE, GO WESTERLY ALONG
 AJ0157'DIRT ROAD TO PALITO BLANCO SCHOOL HOUSE 7.8 MILES.  THENCE, GO 1.0
 AJ0157'MILE SOUTHWEST ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK. BENCH
 AJ0157'MARK IS ABOUT 0.1 MILE SOUTH OF A WOODEN BRIDGE, AT THE INTERSECTION
 AJ0157'OF SIDE ROAD AND 63.0 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD.
 AJ0157'IT IS 27.0 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3.0 FEET SOUTH
 AJ0157'OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0217 ***********************************************************************
 AJ0217  DESIGNATION -  N 599
 AJ0217  PID         -  AJ0217
 AJ0217  STATE/COUNTY-  TX/DUVAL
 AJ0217  USGS QUAD   -  SAN JOSE (1968)
 AJ0217
 AJ0217                         *CURRENT SURVEY CONTROL
 AJ0217  ___________________________________________________________________
 AJ0217* NAD 83(1986)-  27 34 55.     (N)    098 16 54.     (W)     SCALED    
 AJ0217* NAVD 88     -        96.586  (meters)     316.88   (feet)  ADJUSTED  
 AJ0217  ___________________________________________________________________
 AJ0217  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AJ0217  DYNAMIC HT  -          96.434 (meters)     316.38  (feet)  COMP
 AJ0217  MODELED GRAV-     979,080.5   (mgal)                       NAVD 88
 AJ0217
 AJ0217  VERT ORDER  -  SECOND    CLASS 0
 AJ0217
 AJ0217.The horizontal coordinates were scaled from a topographic map and have
 AJ0217.an estimated accuracy of +/- 6 seconds.
 AJ0217
 AJ0217.The orthometric height was determined by differential leveling
 AJ0217.and adjusted by the National Geodetic Survey in June 1991..
 AJ0217
 AJ0217.The geoid height was determined by GEOID03.
 AJ0217
 AJ0217.The dynamic height is computed by dividing the NAVD 88
 AJ0217.geopotential number by the normal gravity value computed on the
 AJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0217.degrees latitude (g = 980.6199 gals.).
 AJ0217
 AJ0217.The modeled gravity was interpolated from observed gravity values.
 AJ0217
 AJ0217;                    North         East    Units  Estimated Accuracy
 AJ0217;SPC TX S     - 5,212,220.      321,560.      MT  (+/- 180 meters Scaled)
 AJ0217
 AJ0217                          SUPERSEDED SURVEY CONTROL
 AJ0217
 AJ0217  NGVD 29 (??/??/92)   96.66   (m)          317.1    (f) COMPUTED    2 0
 AJ0217
 AJ0217.Superseded values are not recommended for survey control.
 AJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0217.See file dsdata.txt to determine how the superseded data were derived.
 AJ0217
 AJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR709510(NAD 83)
 AJ0217_MARKER: DB = BENCH MARK DISK
 AJ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0217_STAMPING: N 599 1942
 AJ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0217+STABILITY: SURFACE MOTION
 AJ0217
 AJ0217  HISTORY     - Date     Condition        Report By
 AJ0217  HISTORY     - 1942     MONUMENTED       CGS
 AJ0217  HISTORY     - 1976     MARK NOT FOUND   NGS
 AJ0217
 AJ0217                          STATION DESCRIPTION
 AJ0217
 AJ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0217'9.5 MI E FROM BENAVIDES.
 AJ0217'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BENAVIDES--
 AJ0217'PROCEED 9.5 MILES EASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AJ0217'MARK.  BENCH MARK IS ABOUT 0.2 MILE EAST OF A CATTLE GUARD AND
 AJ0217'WINDMILL, ABOUT 72.0 FEET WEST OF END OF CURVE AND 18.0 FEET NORTH OF
 AJ0217'THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AJ0217'MARKER POST.  THE MONUMENT PROJECTS 0.7 FOOT.
 AJ0217
 AJ0217                          STATION RECOVERY (1976)
 AJ0217
 AJ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AJ0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0315 ***********************************************************************
 AJ0315  DESIGNATION -  N 600
 AJ0315  PID         -  AJ0315
 AJ0315  STATE/COUNTY-  TX/JIM WELLS
 AJ0315  USGS QUAD   -  SEELIGSON RANCH (1963)
 AJ0315
 AJ0315                         *CURRENT SURVEY CONTROL
 AJ0315  ___________________________________________________________________
 AJ0315* NAD 83(1986)-  27 27 41.     (N)    098 12 22.     (W)     SCALED    
 AJ0315* NAVD 88     -        65.592  (meters)     215.20   (feet)  ADJUSTED  
 AJ0315  ___________________________________________________________________
 AJ0315  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AJ0315  DYNAMIC HT  -          65.489 (meters)     214.86  (feet)  COMP
 AJ0315  MODELED GRAV-     979,077.6   (mgal)                       NAVD 88
 AJ0315
 AJ0315  VERT ORDER  -  SECOND    CLASS 0
 AJ0315
 AJ0315.The horizontal coordinates were scaled from a topographic map and have
 AJ0315.an estimated accuracy of +/- 6 seconds.
 AJ0315
 AJ0315.The orthometric height was determined by differential leveling
 AJ0315.and adjusted by the National Geodetic Survey in June 1991..
 AJ0315
 AJ0315.The geoid height was determined by GEOID03.
 AJ0315
 AJ0315.The dynamic height is computed by dividing the NAVD 88
 AJ0315.geopotential number by the normal gravity value computed on the
 AJ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0315.degrees latitude (g = 980.6199 gals.).
 AJ0315
 AJ0315.The modeled gravity was interpolated from observed gravity values.
 AJ0315
 AJ0315;                    North         East    Units  Estimated Accuracy
 AJ0315;SPC TX S     - 5,198,880.      329,050.      MT  (+/- 180 meters Scaled)
 AJ0315
 AJ0315                          SUPERSEDED SURVEY CONTROL
 AJ0315
 AJ0315  NGVD 29 (??/??/92)   65.71   (m)          215.6    (f) COMPUTED    2 0
 AJ0315
 AJ0315.Superseded values are not recommended for survey control.
 AJ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0315.See file dsdata.txt to determine how the superseded data were derived.
 AJ0315
 AJ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR784377(NAD 83)
 AJ0315_MARKER: DB = BENCH MARK DISK
 AJ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0315_STAMPING: N 600 1942
 AJ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0315+STABILITY: SURFACE MOTION
 AJ0315
 AJ0315  HISTORY     - Date     Condition        Report By
 AJ0315  HISTORY     - 1942     MONUMENTED       CGS
 AJ0315  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0315
 AJ0315                          STATION DESCRIPTION
 AJ0315
 AJ0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0315'14.3 MI NW FROM PREMONT.
 AJ0315'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0315'PROCEED 7.7 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO
 AJ0315'TRACK ROAD CROSSING.  THENCE, GO 6.6 MILES WESTERLY ALONG TRACK ROAD
 AJ0315'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE EAST OF
 AJ0315'INTERSECTION OF FARM ROAD, 25.0 FEET NORTH OF THE CENTERLINE OF THE
 AJ0315'ROAD, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET
 AJ0315'SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
 AJ0315
 AJ0315                          STATION RECOVERY (1962)
 AJ0315
 AJ0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1388 ***********************************************************************
 AN1388  DESIGNATION -  N 601
 AN1388  PID         -  AN1388
 AN1388  STATE/COUNTY-  TX/ARANSAS
 AN1388  USGS QUAD   -  ROCKPORT (1979)
 AN1388
 AN1388                         *CURRENT SURVEY CONTROL
 AN1388  ___________________________________________________________________
 AN1388* NAD 83(1986)-  28 05 47.     (N)    097 01 57.     (W)     SCALED    
 AN1388* NAVD 88     -         4.89   (+/-2cm)      16.0    (feet)  VERTCON   
 AN1388  ___________________________________________________________________
 AN1388  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1388
 AN1388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1388
 AN1388.The horizontal coordinates were scaled from a topographic map and have
 AN1388.an estimated accuracy of +/- 6 seconds.
 AN1388
 AN1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1388.The vertical order pertains to the NGVD 29 superseded value.
 AN1388
 AN1388.The geoid height was determined by GEOID03.
 AN1388
 AN1388;                    North         East    Units  Estimated Accuracy
 AN1388;SPC TXSC     - 4,030,780.      793,360.      MT  (+/- 180 meters Scaled)
 AN1388
 AN1388                          SUPERSEDED SURVEY CONTROL
 AN1388
 AN1388  NGVD 29 (??/??/92)    5.029  (m)           16.50   (f) ADJ UNCH    2 0
 AN1388
 AN1388.Superseded values are not recommended for survey control.
 AN1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1388.See file dsdata.txt to determine how the superseded data were derived.
 AN1388
 AN1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS932094(NAD 83)
 AN1388_MARKER: DB = BENCH MARK DISK
 AN1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1388_STAMPING: N 601 1942
 AN1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1388+STABILITY: SURFACE MOTION
 AN1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1388+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 AN1388
 AN1388  HISTORY     - Date     Condition        Report By
 AN1388  HISTORY     - 1942     MONUMENTED       CGS
 AN1388  HISTORY     - 1945     GOOD             NGS
 AN1388  HISTORY     - 20051105 GOOD             USPSQD
 AN1388
 AN1388                          STATION DESCRIPTION
 AN1388
 AN1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AN1388'5.2 MI N FROM ROCKPORT.
 AN1388'5.2 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN1388'ROCKPORT, ARANSAS COUNTY, 0.5 MILE NORTH OF THE NORTH END OF A CURVE,
 AN1388'49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET SOUTH OF POLE L
 AN1388'16, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT EAST OF THE
 AN1388'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 AN1388'STAMPED N 601 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1388'ABOUT 0.5 FOOT ABOVE GROUND.
 AN1388
 AN1388                          STATION RECOVERY (2005)
 AN1388
 AN1388'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AN1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1286 ***********************************************************************
 AN1286  DESIGNATION -  N 602
 AN1286  PID         -  AN1286
 AN1286  STATE/COUNTY-  TX/REFUGIO
 AN1286  USGS QUAD   -  TWIN MOTT LAKE (1978)
 AN1286
 AN1286                         *CURRENT SURVEY CONTROL
 AN1286  ___________________________________________________________________
 AN1286* NAD 83(1986)-  28 18 20.     (N)    097 05 58.     (W)     SCALED    
 AN1286* NAVD 88     -        12.25   (+/-2cm)      40.2    (feet)  VERTCON   
 AN1286  ___________________________________________________________________
 AN1286  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1286
 AN1286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1286
 AN1286.The horizontal coordinates were scaled from a topographic map and have
 AN1286.an estimated accuracy of +/- 6 seconds.
 AN1286
 AN1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1286.The vertical order pertains to the NGVD 29 superseded value.
 AN1286
 AN1286.The geoid height was determined by GEOID03.
 AN1286
 AN1286;                    North         East    Units  Estimated Accuracy
 AN1286;SPC TXSC     - 4,053,850.      786,410.      MT  (+/- 180 meters Scaled)
 AN1286
 AN1286                          SUPERSEDED SURVEY CONTROL
 AN1286
 AN1286  NGVD 29 (??/??/92)   12.395  (m)           40.67   (f) ADJ UNCH    2 0
 AN1286
 AN1286.Superseded values are not recommended for survey control.
 AN1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1286.See file dsdata.txt to determine how the superseded data were derived.
 AN1286
 AN1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS863325(NAD 83)
 AN1286_MARKER: DB = BENCH MARK DISK
 AN1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1286_SP_SET: CULVERT
 AN1286_STAMPING: N 602 1942
 AN1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1286
 AN1286  HISTORY     - Date     Condition        Report By
 AN1286  HISTORY     - 1942     MONUMENTED       CGS
 AN1286  HISTORY     - 1988     GOOD             USPSQD
 AN1286  HISTORY     - 1990     GOOD             USPSQD
 AN1286  HISTORY     - 19990726 GOOD             USPSQD
 AN1286
 AN1286                          STATION DESCRIPTION
 AN1286
 AN1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1286'10.8 MI E FROM REFUGIO.
 AN1286'10.8 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1286'REFUGIO, REFUGIO COUNTY, 0.8 MILE EAST OF THE CONCRETE BRIDGE OVER
 AN1286'CAVASSO CREEK, AT A 3-BY-6-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF
 AN1286'THE WEST END OF THE NORTH HEADWALL, 22 FEET NORTH OF THE CENTERLINE OF
 AN1286'THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 AN1286'STAMPED N 602 1942.
 AN1286
 AN1286                          STATION RECOVERY (1988)
 AN1286
 AN1286'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1286'RECOVERED IN GOOD CONDITION.
 AN1286
 AN1286                          STATION RECOVERY (1990)
 AN1286
 AN1286'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1286'RECOVERED IN GOOD CONDITION.
 AN1286
 AN1286                          STATION RECOVERY (1999)
 AN1286
 AN1286'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0267 ***********************************************************************
 AH0267  DESIGNATION -  N 603
 AH0267  PID         -  AH0267
 AH0267  STATE/COUNTY-  TX/SAN PATRICIO
 AH0267  USGS QUAD   -  GREGORY (1975)
 AH0267
 AH0267                         *CURRENT SURVEY CONTROL
 AH0267  ___________________________________________________________________
 AH0267* NAD 83(1986)-  27 59 08.     (N)    097 22 29.     (W)     SCALED    
 AH0267* NAVD 88     -        12.45   (+/-2cm)      40.8    (feet)  VERTCON   
 AH0267  ___________________________________________________________________
 AH0267  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AH0267
 AH0267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0267
 AH0267.The horizontal coordinates were scaled from a topographic map and have
 AH0267.an estimated accuracy of +/- 6 seconds.
 AH0267
 AH0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0267.The vertical order pertains to the NGVD 29 superseded value.
 AH0267
 AH0267.The geoid height was determined by GEOID03.
 AH0267
 AH0267;                    North         East    Units  Estimated Accuracy
 AH0267;SPC TX S     - 5,257,420.      410,700.      MT  (+/- 180 meters Scaled)
 AH0267
 AH0267                          SUPERSEDED SURVEY CONTROL
 AH0267
 AH0267  NGVD 29 (??/??/92)   12.627  (m)           41.43   (f) ADJ UNCH    2 0
 AH0267
 AH0267.Superseded values are not recommended for survey control.
 AH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0267.See file dsdata.txt to determine how the superseded data were derived.
 AH0267
 AH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR598966(NAD 83)
 AH0267_MARKER: DB = BENCH MARK DISK
 AH0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0267_STAMPING: N 603 1942
 AH0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0267+STABILITY: SURFACE MOTION
 AH0267
 AH0267  HISTORY     - Date     Condition        Report By
 AH0267  HISTORY     - 1942     MONUMENTED       CGS
 AH0267  HISTORY     - 1949     GOOD             NGS
 AH0267  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0267  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0267  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AH0267  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0267
 AH0267                          STATION DESCRIPTION
 AH0267
 AH0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0267'1.0 MI E FROM TAFT.
 AH0267'1.0 MILE EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT TAFT, SAN
 AH0267'PATRICIO COUNTY, 155 FEET NORTH OF A WOODEN BRIDGE AT THE JUNCTION OF
 AH0267'A PRIVATE ROAD LEADING EAST, 66 FEET EAST OF THE CENTERLINE OF THE
 AH0267'ROAD, ON THE OUTSIDE OF A CURVE, 3 FEET NORTH OF A POLE, 2 FEET WEST
 AH0267'OF A FENCE, AND LEVEL WITH THE COUNTY ROAD.  A STANDARD DISK, STAMPED
 AH0267'N 603 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AH0267'FOOT ABOVE GROUND.
 AH0267
 AH0267                          STATION RECOVERY (1969)
 AH0267
 AH0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0267'MARK NOT FOUND.
 AH0267
 AH0267                          STATION RECOVERY (1984)
 AH0267
 AH0267'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0267'MARK NOT FOUND.
 AH0267
 AH0267                          STATION RECOVERY (1988)
 AH0267
 AH0267'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AH0267'MARK NOT FOUND.
 AH0267
 AH0267                          STATION RECOVERY (1995)
 AH0267
 AH0267'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0160 ***********************************************************************
 AH0160  DESIGNATION -  N 605
 AH0160  PID         -  AH0160
 AH0160  STATE/COUNTY-  TX/SAN PATRICIO
 AH0160  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0160
 AH0160                         *CURRENT SURVEY CONTROL
 AH0160  ___________________________________________________________________
 AH0160* NAD 83(1986)-  27 51 09.     (N)    097 11 09.     (W)     SCALED    
 AH0160* NAVD 88     -         2.673  (meters)       8.77   (feet)  ADJUSTED  
 AH0160  ___________________________________________________________________
 AH0160  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH0160  DYNAMIC HT  -           2.669 (meters)       8.76  (feet)  COMP
 AH0160  MODELED GRAV-     979,140.3   (mgal)                       NAVD 88
 AH0160
 AH0160  VERT ORDER  -  FIRST     CLASS I
 AH0160
 AH0160.The horizontal coordinates were scaled from a topographic map and have
 AH0160.an estimated accuracy of +/- 6 seconds.
 AH0160
 AH0160.The orthometric height was determined by differential leveling
 AH0160.and adjusted by the National Geodetic Survey in December 1997..
 AH0160.WARNING-Repeat measurements at this control monument indicate possible
 AH0160.vertical movement.
 AH0160
 AH0160.The geoid height was determined by GEOID03.
 AH0160
 AH0160.The dynamic height is computed by dividing the NAVD 88
 AH0160.geopotential number by the normal gravity value computed on the
 AH0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0160.degrees latitude (g = 980.6199 gals.).
 AH0160
 AH0160.The modeled gravity was interpolated from observed gravity values.
 AH0160
 AH0160;                    North         East    Units  Estimated Accuracy
 AH0160;SPC TX S     - 5,242,860.      429,440.      MT  (+/- 180 meters Scaled)
 AH0160
 AH0160                          SUPERSEDED SURVEY CONTROL
 AH0160
 AH0160  NAVD 88 (06/15/91)    2.708  (m)            8.88   (f) UNKNOWN     1 1
 AH0160  NGVD 29 (??/??/92)    2.892  (m)            9.49   (f) ADJ UNCH    1 1
 AH0160
 AH0160.Superseded values are not recommended for survey control.
 AH0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0160.See file dsdata.txt to determine how the superseded data were derived.
 AH0160
 AH0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR786821(NAD 83)
 AH0160_MARKER: DB = BENCH MARK DISK
 AH0160_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH0160_SP_SET: CULVERT HEADWALL
 AH0160_STAMPING: N 605 1942
 AH0160_MARK LOGO: CGS   
 AH0160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0160+STABILITY: SURFACE MOTION
 AH0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0160+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0160
 AH0160  HISTORY     - Date     Condition        Report By
 AH0160  HISTORY     - 1942     MONUMENTED       CGS
 AH0160  HISTORY     - 1959     GOOD             NGS
 AH0160  HISTORY     - 1977     GOOD             NGS
 AH0160  HISTORY     - 1978     GOOD             NGS
 AH0160  HISTORY     - 1984     GOOD             USPSQD
 AH0160  HISTORY     - 1987     GOOD             USPSQD
 AH0160  HISTORY     - 1989     GOOD             USPSQD
 AH0160  HISTORY     - 1989     GOOD             USPSQD
 AH0160  HISTORY     - 19910720 GOOD             USPSQD
 AH0160  HISTORY     - 19950610 GOOD             USPSQD
 AH0160  HISTORY     - 19970203 GOOD             NGS
 AH0160
 AH0160                          STATION DESCRIPTION
 AH0160
 AH0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0160'4.4 MI SW FROM ARANSAS PASS.
 AH0160'ABOUT 1.9 MILES SOUTHWEST ALONG FARM ROAD 632 FROM THE POSTOFFICE AT
 AH0160'ARANSAS PASS, THENCE ABOUT 2.5 MILES SOUTHWEST ALONG A PAVED ROAD, 16
 AH0160'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE
 AH0160'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 6 X 6 FOOT CONCRETE
 AH0160'CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AH0160
 AH0160                          STATION RECOVERY (1977)
 AH0160
 AH0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0160'RECOVERED IN GOOD CONDITION.
 AH0160
 AH0160                          STATION RECOVERY (1978)
 AH0160
 AH0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0160'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 361 FROM THE JUNCTION OF
 AH0160'STATE HIGHWAY 361 EAST AND STATE HIGHWAY 35 BUSINESS IN ARANSAS PASS
 AH0160'(THIS IS ALSO THE JUNCTION OF GOODNIGHT AVENUE AND COMMERCIAL STREET),
 AH0160'THEN 2.4 MILES SOUTHWEST ALONG FARM ROAD 2725 TO SITE OF BENCH MARK.
 AH0160'16 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND SET IN THE TOP OF
 AH0160'THE NORTHEAST END OF THE SOUTHEAST GUARD RAIL OF A 6 FOOT BY 6 FOOT
 AH0160'CONCRETE CULVERT.
 AH0160
 AH0160                          STATION RECOVERY (1984)
 AH0160
 AH0160'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0160'RECOVERED IN GOOD CONDITION.
 AH0160
 AH0160                          STATION RECOVERY (1987)
 AH0160
 AH0160'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0160'RECOVERED IN GOOD CONDITION.
 AH0160
 AH0160                          STATION RECOVERY (1989)
 AH0160
 AH0160'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0160'RECOVERED IN GOOD CONDITION.
 AH0160
 AH0160                          STATION RECOVERY (1989)
 AH0160
 AH0160'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0160'RECOVERED IN GOOD CONDITION.
 AH0160
 AH0160                          STATION RECOVERY (1991)
 AH0160
 AH0160'RECOVERY NOTE BY US POWER SQUADRON 1991 (RM)
 AH0160'RECOVERED IN GOOD CONDITION.
 AH0160
 AH0160                          STATION RECOVERY (1995)
 AH0160
 AH0160'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0160'RECOVERED IN GOOD CONDITION.
 AH0160
 AH0160                          STATION RECOVERY (1997)
 AH0160
 AH0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0160'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AH0160'OFFICE IN ARANSAS PASS, THENCE 3.8 KM (2.35 MI) SOUTHERLY ALONG FARM
 AH0160'ROAD 2725, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END
 AH0160'OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 5.3 M
 AH0160'(17.4 FT) SOUTHEAST OF THE ROAD CENTERLINE, AND 0.3 M (1.0 FT) ABOVE
 AH0160'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0858 ***********************************************************************
 AH0858  DESIGNATION -  N 607
 AH0858  PID         -  AH0858
 AH0858  STATE/COUNTY-  TX/NUECES
 AH0858  USGS QUAD   -  LAURELES RANCH (1975)
 AH0858
 AH0858                         *CURRENT SURVEY CONTROL
 AH0858  ___________________________________________________________________
 AH0858* NAD 83(1986)-  27 35 08.     (N)    097 35 06.     (W)     SCALED    
 AH0858* NAVD 88     -         9.069  (meters)      29.75   (feet)  ADJUSTED  
 AH0858  ___________________________________________________________________
 AH0858  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AH0858  DYNAMIC HT  -           9.055 (meters)      29.71  (feet)  COMP
 AH0858  MODELED GRAV-     979,113.8   (mgal)                       NAVD 88
 AH0858
 AH0858  VERT ORDER  -  SECOND    CLASS 0
 AH0858
 AH0858.The horizontal coordinates were scaled from a topographic map and have
 AH0858.an estimated accuracy of +/- 6 seconds.
 AH0858
 AH0858.The orthometric height was determined by differential leveling
 AH0858.and adjusted by the National Geodetic Survey in June 1991..
 AH0858.WARNING-Repeat measurements at this control monument indicate possible
 AH0858.vertical movement.
 AH0858
 AH0858.The geoid height was determined by GEOID03.
 AH0858
 AH0858.The dynamic height is computed by dividing the NAVD 88
 AH0858.geopotential number by the normal gravity value computed on the
 AH0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0858.degrees latitude (g = 980.6199 gals.).
 AH0858
 AH0858.The modeled gravity was interpolated from observed gravity values.
 AH0858
 AH0858;                    North         East    Units  Estimated Accuracy
 AH0858;SPC TX S     - 5,212,930.      390,340.      MT  (+/- 180 meters Scaled)
 AH0858
 AH0858                          SUPERSEDED SURVEY CONTROL
 AH0858
 AH0858  NGVD 29 (??/??/92)    9.201  (m)           30.19   (f) ADJ UNCH    2 0
 AH0858
 AH0858.Superseded values are not recommended for survey control.
 AH0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0858.See file dsdata.txt to determine how the superseded data were derived.
 AH0858
 AH0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR396520(NAD 83)
 AH0858_MARKER: DB = BENCH MARK DISK
 AH0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0858_STAMPING: N 607 1942
 AH0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0858+STABILITY: SURFACE MOTION
 AH0858
 AH0858  HISTORY     - Date     Condition        Report By
 AH0858  HISTORY     - 1942     MONUMENTED       CGS
 AH0858  HISTORY     - 1951     GOOD             NGS
 AH0858  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0858
 AH0858                          STATION DESCRIPTION
 AH0858
 AH0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0858'8.0 MI W FROM CHAPMAN RANCH.
 AH0858'0.2 MILE SOUTH ALONG STATE HIGHWAY 286 FROM THE HEADQUARTERS AT
 AH0858'CHAPMAN RANCH, THENCE 7.8 MILES WEST ALONG AN ASPHALT ROAD, AT A
 AH0858'CATTLE GUARD, AT THE WESTERN BOUNDARY OF THE RANCH, 57 FEET SOUTH OF
 AH0858'THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A NORTH AND SOUTH FENCE, 3
 AH0858'FEET NORTH OF AN EAST AND WEST FENCE, 3.2 FEET SOUTH OF A WITNESS
 AH0858'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AH0858'THE GROUND.
 AH0858
 AH0858                          STATION RECOVERY (1969)
 AH0858
 AH0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0359 ***********************************************************************
 AH0359  DESIGNATION -  N 608
 AH0359  PID         -  AH0359
 AH0359  STATE/COUNTY-  TX/NUECES
 AH0359  USGS QUAD   -  OSO CREEK NW (1975)
 AH0359
 AH0359                         *CURRENT SURVEY CONTROL
 AH0359  ___________________________________________________________________
 AH0359* NAD 83(1986)-  27 39 07.     (N)    097 27 14.     (W)     SCALED    
 AH0359* NAVD 88     -         8.344  (meters)      27.38   (feet)  ADJUSTED  
 AH0359  ___________________________________________________________________
 AH0359  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH0359  DYNAMIC HT  -           8.331 (meters)      27.33  (feet)  COMP
 AH0359  MODELED GRAV-     979,121.1   (mgal)                       NAVD 88
 AH0359
 AH0359  VERT ORDER  -  SECOND    CLASS 0
 AH0359
 AH0359.The horizontal coordinates were scaled from a topographic map and have
 AH0359.an estimated accuracy of +/- 6 seconds.
 AH0359
 AH0359.The orthometric height was determined by differential leveling
 AH0359.and adjusted by the National Geodetic Survey in June 1991..
 AH0359
 AH0359.The geoid height was determined by GEOID03.
 AH0359
 AH0359.The dynamic height is computed by dividing the NAVD 88
 AH0359.geopotential number by the normal gravity value computed on the
 AH0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0359.degrees latitude (g = 980.6199 gals.).
 AH0359
 AH0359.The modeled gravity was interpolated from observed gravity values.
 AH0359
 AH0359;                    North         East    Units  Estimated Accuracy
 AH0359;SPC TX S     - 5,220,390.      403,220.      MT  (+/- 180 meters Scaled)
 AH0359
 AH0359                          SUPERSEDED SURVEY CONTROL
 AH0359
 AH0359  NGVD 29 (??/??/92)    8.510  (m)           27.92   (f) ADJ UNCH    2 0
 AH0359
 AH0359.Superseded values are not recommended for survey control.
 AH0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0359.See file dsdata.txt to determine how the superseded data were derived.
 AH0359
 AH0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR525596(NAD 83)
 AH0359_MARKER: DB = BENCH MARK DISK
 AH0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0359_SP_SET: CULVERT
 AH0359_STAMPING: N 608 1942
 AH0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0359
 AH0359  HISTORY     - Date     Condition        Report By
 AH0359  HISTORY     - 1942     MONUMENTED       CGS
 AH0359  HISTORY     - 1949     GOOD             NGS
 AH0359  HISTORY     - 1966     GOOD             BOR
 AH0359  HISTORY     - 1984     GOOD             USPSQD
 AH0359  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0359  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0359  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0359
 AH0359                          STATION DESCRIPTION
 AH0359
 AH0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0359'4.4 MI N FROM CHAPMAN RANCH.
 AH0359'4.4 MILES NORTH ALONG STATE HIGHWAY 286 FROM CHAPMAN RANCH
 AH0359'HEADQUARTERS, NUECES COUNTY, AT A ROAD INTERSECTION, 40 FEET NORTH OF
 AH0359'THE CENTERLINE OF THE ROAD, 20 FEET EAST OF AND ABOUT LEVEL WITH THE
 AH0359'CENTERLINE OF THE HIGHWAY, AT A 3- BY 4- FOOT CONCRETE CULVERT, AND IN
 AH0359'THE NORTH END OF THE EAST HEAD WALL.  A STANDARD DISK, STAMPED N 608
 AH0359'1942.
 AH0359
 AH0359                          STATION RECOVERY (1966)
 AH0359
 AH0359'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0359'RECOVERED IN GOOD CONDITION.
 AH0359
 AH0359                          STATION RECOVERY (1984)
 AH0359
 AH0359'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0359'RECOVERED IN GOOD CONDITION.
 AH0359
 AH0359                          STATION RECOVERY (1991)
 AH0359
 AH0359'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0359'MARK NOT FOUND.
 AH0359
 AH0359                          STATION RECOVERY (1997)
 AH0359
 AH0359'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0359'MARK NOT FOUND.
 AH0359
 AH0359                          STATION RECOVERY (2001)
 AH0359
 AH0359'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0820 ***********************************************************************
 AH0820  DESIGNATION -  N 609
 AH0820  PID         -  AH0820
 AH0820  STATE/COUNTY-  TX/NUECES
 AH0820  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0820
 AH0820                         *CURRENT SURVEY CONTROL
 AH0820  ___________________________________________________________________
 AH0820* NAD 83(1986)-  27 39 55.     (N)    097 42 57.     (W)     SCALED    
 AH0820* NAVD 88     -        16.672  (meters)      54.70   (feet)  ADJUSTED  
 AH0820  ___________________________________________________________________
 AH0820  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH0820  DYNAMIC HT  -          16.646 (meters)      54.61  (feet)  COMP
 AH0820  MODELED GRAV-     979,110.3   (mgal)                       NAVD 88
 AH0820
 AH0820  VERT ORDER  -  FIRST     CLASS II
 AH0820
 AH0820.The horizontal coordinates were scaled from a topographic map and have
 AH0820.an estimated accuracy of +/- 6 seconds.
 AH0820
 AH0820.The orthometric height was determined by differential leveling
 AH0820.and adjusted by the National Geodetic Survey in June 1991..
 AH0820
 AH0820.The geoid height was determined by GEOID03.
 AH0820
 AH0820.The dynamic height is computed by dividing the NAVD 88
 AH0820.geopotential number by the normal gravity value computed on the
 AH0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0820.degrees latitude (g = 980.6199 gals.).
 AH0820
 AH0820.The modeled gravity was interpolated from observed gravity values.
 AH0820
 AH0820;                    North         East    Units  Estimated Accuracy
 AH0820;SPC TX S     - 5,221,680.      377,370.      MT  (+/- 180 meters Scaled)
 AH0820
 AH0820                          SUPERSEDED SURVEY CONTROL
 AH0820
 AH0820  NGVD 29 (??/??/92)   16.788  (m)           55.08   (f) ADJ UNCH    1 2
 AH0820
 AH0820.Superseded values are not recommended for survey control.
 AH0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0820.See file dsdata.txt to determine how the superseded data were derived.
 AH0820
 AH0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR266607(NAD 83)
 AH0820_MARKER: DB = BENCH MARK DISK
 AH0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0820_STAMPING: N 609 1942
 AH0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0820+STABILITY: SURFACE MOTION
 AH0820
 AH0820  HISTORY     - Date     Condition        Report By
 AH0820  HISTORY     - 1942     MONUMENTED       CGS
 AH0820  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0820  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0820
 AH0820                          STATION DESCRIPTION
 AH0820
 AH0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0820'2.0 MI E FROM DRISCOLL.
 AH0820'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 96 AND THE ROAD TO
 AH0820'PETRONILLA AT DRISCOLL.  PROCEED 2 MILES EASTERLY ON PAVED ROAD TO A
 AH0820'LARGE FARM HOUSE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE
 AH0820'EAST OF A SMALL BRIDGE, ABOUT 250 FEET NORTHEAST OF AN EARTHEN STOCK
 AH0820'TANK, 75 FEET WEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 39 FEET
 AH0820'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3
 AH0820'FEET EAST OF A 4X4-INCH WOODEN MARKER POST, AND 1 FOOT NORTH OF THE
 AH0820'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 AH0820
 AH0820                          STATION RECOVERY (1969)
 AH0820
 AH0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0820'MARK NOT FOUND.
 AH0820
 AH0820                          STATION RECOVERY (1981)
 AH0820
 AH0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0820'SEARCHED FOR, NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1205 ***********************************************************************
 AE1205  DESIGNATION -  N 61
 AE1205  PID         -  AE1205
 AE1205  STATE/COUNTY-  TX/STARR
 AE1205  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1205
 AE1205                         *CURRENT SURVEY CONTROL
 AE1205  ___________________________________________________________________
 AE1205* NAD 83(1986)-  26 24 36.     (N)    099 01 06.     (W)     SCALED    
 AE1205* NAVD 88     -        70.963  (meters)     232.82   (feet)  ADJUSTED  
 AE1205  ___________________________________________________________________
 AE1205  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1205  DYNAMIC HT  -          70.847 (meters)     232.44  (feet)  COMP
 AE1205  MODELED GRAV-     979,011.5   (mgal)                       NAVD 88
 AE1205
 AE1205  VERT ORDER  -  FIRST     CLASS II
 AE1205
 AE1205.The horizontal coordinates were scaled from a topographic map and have
 AE1205.an estimated accuracy of +/- 6 seconds.
 AE1205
 AE1205.The orthometric height was determined by differential leveling
 AE1205.and adjusted by the National Geodetic Survey in June 1991..
 AE1205
 AE1205.The geoid height was determined by GEOID03.
 AE1205
 AE1205.The dynamic height is computed by dividing the NAVD 88
 AE1205.geopotential number by the normal gravity value computed on the
 AE1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1205.degrees latitude (g = 980.6199 gals.).
 AE1205
 AE1205.The modeled gravity was interpolated from observed gravity values.
 AE1205
 AE1205;                    North         East    Units  Estimated Accuracy
 AE1205;SPC TX S     - 5,082,460.      248,290.      MT  (+/- 180 meters Scaled)
 AE1205
 AE1205                          SUPERSEDED SURVEY CONTROL
 AE1205
 AE1205  NGVD 29 (??/??/92)   71.007  (m)          232.96   (f) ADJ UNCH    1 2
 AE1205
 AE1205.Superseded values are not recommended for survey control.
 AE1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1205.See file dsdata.txt to determine how the superseded data were derived.
 AE1205
 AE1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ981210(NAD 83)
 AE1205_MARKER: DB = BENCH MARK DISK
 AE1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1205_SP_SET: BUILDING
 AE1205_STAMPING: N 61 1918 232.963
 AE1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1205
 AE1205  HISTORY     - Date     Condition        Report By
 AE1205  HISTORY     - 1918     MONUMENTED       CGS
 AE1205  HISTORY     - 1956     GOOD             NGS
 AE1205  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1205
 AE1205                          STATION DESCRIPTION
 AE1205
 AE1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1205'0.25 MI NW FROM ROMA.
 AE1205'0.25 MILE NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE1205'ROMA, 32 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET
 AE1205'SOUTHEAST OF THE WEST CORNER OF A SMALL STUCCOED BRICK BUILDING, 2.4
 AE1205'FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE SOUTHWEST WALL OF THE
 AE1205'BUILDING.
 AE1205
 AE1205                          STATION RECOVERY (1981)
 AE1205
 AE1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1205'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0410 ***********************************************************************
 AH0410  DESIGNATION -  N 610
 AH0410  PID         -  AH0410
 AH0410  STATE/COUNTY-  TX/NUECES
 AH0410  USGS QUAD   -  OSO CREEK NE (1975)
 AH0410
 AH0410                         *CURRENT SURVEY CONTROL
 AH0410  ___________________________________________________________________
 AH0410* NAD 83(1986)-  27 38 57.     (N)    097 17 40.     (W)     SCALED    
 AH0410* NAVD 88     -         6.227  (meters)      20.43   (feet)  ADJUSTED  
 AH0410  ___________________________________________________________________
 AH0410  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AH0410  DYNAMIC HT  -           6.218 (meters)      20.40  (feet)  COMP
 AH0410  MODELED GRAV-     979,126.0   (mgal)                       NAVD 88
 AH0410
 AH0410  VERT ORDER  -  SECOND    CLASS 0
 AH0410
 AH0410.The horizontal coordinates were scaled from a topographic map and have
 AH0410.an estimated accuracy of +/- 6 seconds.
 AH0410
 AH0410.The orthometric height was determined by differential leveling
 AH0410.and adjusted by the National Geodetic Survey in June 1991..
 AH0410
 AH0410.The geoid height was determined by GEOID03.
 AH0410
 AH0410.The dynamic height is computed by dividing the NAVD 88
 AH0410.geopotential number by the normal gravity value computed on the
 AH0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0410.degrees latitude (g = 980.6199 gals.).
 AH0410
 AH0410.The modeled gravity was interpolated from observed gravity values.
 AH0410
 AH0410;                    North         East    Units  Estimated Accuracy
 AH0410;SPC TX S     - 5,220,220.      418,960.      MT  (+/- 180 meters Scaled)
 AH0410
 AH0410                          SUPERSEDED SURVEY CONTROL
 AH0410
 AH0410  NGVD 29 (??/??/92)    6.384  (m)           20.94   (f) ADJ UNCH    2 0
 AH0410
 AH0410.Superseded values are not recommended for survey control.
 AH0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0410.See file dsdata.txt to determine how the superseded data were derived.
 AH0410
 AH0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR682595(NAD 83)
 AH0410_MARKER: DB = BENCH MARK DISK
 AH0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0410_SP_SET: BUILDING
 AH0410_STAMPING: N 610 1942
 AH0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0410
 AH0410  HISTORY     - Date     Condition        Report By
 AH0410  HISTORY     - 1942     MONUMENTED       CGS
 AH0410  HISTORY     - 1949     GOOD             NGS
 AH0410  HISTORY     - 1977     GOOD             NGS
 AH0410  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AH0410  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 AH0410
 AH0410                          STATION DESCRIPTION
 AH0410
 AH0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0410'1.2 MI S FROM CORPUS CHRISTI.
 AH0410'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0410'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0410'SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST ALONG LEXINGTON
 AH0410'BOULEVARD (STATE HIGHWAY 358), AND THENCE 1.5 MILES SOUTH ALONG THE
 AH0410'ROAD LEADING FROM CORPUS CHRISTI NAVAL AIR STATION TO OUTLYING FIELD
 AH0410'42.  AT FLOUR BLUFF SCHOOL, IN THE EAST WALL OF THE MAIN BRICK
 AH0410'BUILDING, 7 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE, IN THE
 AH0410'CENTER OF THE BRICK COLUMN BETWEEN THE DOOR AND WINDOW, AND 4 FEET
 AH0410'ABOVE THE GROUND.  A STANDARD DISK, STAMPED N 610 1942.
 AH0410
 AH0410                          STATION RECOVERY (1977)
 AH0410
 AH0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0410'RECOVERED IN GOOD CONDITION.
 AH0410
 AH0410                          STATION RECOVERY (1985)
 AH0410
 AH0410'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH0410'MARK NOT FOUND.
 AH0410
 AH0410                          STATION RECOVERY (1991)
 AH0410
 AH0410'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0107 ***********************************************************************
 AJ0107  DESIGNATION -  N 612
 AJ0107  PID         -  AJ0107
 AJ0107  STATE/COUNTY-  TX/JIM WELLS
 AJ0107  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0107
 AJ0107                         *CURRENT SURVEY CONTROL
 AJ0107  ___________________________________________________________________
 AJ0107* NAD 83(1986)-  27 42 51.     (N)    098 03 23.     (W)     SCALED    
 AJ0107* NAVD 88     -        58.365  (meters)     191.49   (feet)  ADJUSTED  
 AJ0107  ___________________________________________________________________
 AJ0107  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ0107  DYNAMIC HT  -          58.274 (meters)     191.19  (feet)  COMP
 AJ0107  MODELED GRAV-     979,095.2   (mgal)                       NAVD 88
 AJ0107
 AJ0107  VERT ORDER  -  SECOND    CLASS 0
 AJ0107
 AJ0107.The horizontal coordinates were scaled from a topographic map and have
 AJ0107.an estimated accuracy of +/- 6 seconds.
 AJ0107
 AJ0107.The orthometric height was determined by differential leveling
 AJ0107.and adjusted by the National Geodetic Survey in June 1991..
 AJ0107
 AJ0107.The geoid height was determined by GEOID03.
 AJ0107
 AJ0107.The dynamic height is computed by dividing the NAVD 88
 AJ0107.geopotential number by the normal gravity value computed on the
 AJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0107.degrees latitude (g = 980.6199 gals.).
 AJ0107
 AJ0107.The modeled gravity was interpolated from observed gravity values.
 AJ0107
 AJ0107;                    North         East    Units  Estimated Accuracy
 AJ0107;SPC TX S     - 5,226,930.      343,750.      MT  (+/- 180 meters Scaled)
 AJ0107
 AJ0107                          SUPERSEDED SURVEY CONTROL
 AJ0107
 AJ0107  NGVD 29 (??/??/92)   58.46   (m)          191.8    (f) COMPUTED    2 0
 AJ0107
 AJ0107.Superseded values are not recommended for survey control.
 AJ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0107.See file dsdata.txt to determine how the superseded data were derived.
 AJ0107
 AJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR930658(NAD 83)
 AJ0107_MARKER: DB = BENCH MARK DISK
 AJ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0107_STAMPING: N 611 1942
 AJ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0107+STABILITY: SURFACE MOTION
 AJ0107
 AJ0107  HISTORY     - Date     Condition        Report By
 AJ0107  HISTORY     - 1942     MONUMENTED       CGS
 AJ0107  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0107
 AJ0107                          STATION DESCRIPTION
 AJ0107
 AJ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0107'2.6 MI SE FROM ALICE.
 AJ0107'TO REACH FROM POST OFFICE FROM ALICE-- PROCEED SOUTHEASTERLY 2.6 MILES
 AJ0107'ON GRADED DIRT ROAD TO SITE OF MARK.  BENCH MARK IS AT THE ENTRANCE TO
 AJ0107'SHELL OIL CO., EMMA LITTLE, LEASE, ON THE WEST SIDE OF THE DRIVE. IT
 AJ0107'IS 8.0 FEET WEST OF CATTLE GUARD 33.5 FEET SOUTHWEST OF AND ABOUT 2.0
 AJ0107'FEET ABOVE CENTERLINE OF ROAD, IN LINE WITH FENCE RUNNING SOUTHEAST
 AJ0107'AND NORTHWEST, 3.0 FEET SOUTHEAST OF SHELL OIL CO. SIGN, 3.0 FEET
 AJ0107'NORTHWEST OF 4 X 4 INCH WOODEN MARKER POST AND MONUMENT PROJECTS ABOUT
 AJ0107'0.4 FOOT.
 AJ0107
 AJ0107                          STATION RECOVERY (1963)
 AJ0107
 AJ0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0108 ***********************************************************************
 AJ0108  DESIGNATION -  N 612 RESET 1951
 AJ0108  PID         -  AJ0108
 AJ0108  STATE/COUNTY-  TX/JIM WELLS
 AJ0108  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0108
 AJ0108                         *CURRENT SURVEY CONTROL
 AJ0108  ___________________________________________________________________
 AJ0108* NAD 83(1986)-  27 42 52.     (N)    098 03 23.     (W)     SCALED    
 AJ0108* NAVD 88     -        58.18   (meters)     190.9    (feet)  RESET     
 AJ0108  ___________________________________________________________________
 AJ0108  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ0108
 AJ0108  VERT ORDER  -  THIRD
 AJ0108
 AJ0108.The horizontal coordinates were scaled from a topographic map and have
 AJ0108.an estimated accuracy of +/- 6 seconds.
 AJ0108
 AJ0108.The orthometric height was computed from unverified reset data.
 AJ0108
 AJ0108.The geoid height was determined by GEOID03.
 AJ0108
 AJ0108;                    North         East    Units  Estimated Accuracy
 AJ0108;SPC TX S     - 5,226,960.      343,750.      MT  (+/- 180 meters Scaled)
 AJ0108
 AJ0108                          SUPERSEDED SURVEY CONTROL
 AJ0108
 AJ0108  NGVD 29 (??/??/??)   58.29   (m)          191.2    (f) RESET       3  
 AJ0108
 AJ0108.Superseded values are not recommended for survey control.
 AJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0108.See file dsdata.txt to determine how the superseded data were derived.
 AJ0108
 AJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR930659(NAD 83)
 AJ0108_MARKER: DB = BENCH MARK DISK
 AJ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0108_STAMPING: N 612 RESET 1951
 AJ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0108+STABILITY: SURFACE MOTION
 AJ0108
 AJ0108  HISTORY     - Date     Condition        Report By
 AJ0108  HISTORY     - 1951     MONUMENTED       CGS
 AJ0108
 AJ0108                          STATION DESCRIPTION
 AJ0108
 AJ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AJ0108'3.0 MI SE FROM ALICE.
 AJ0108'3.0 MILES SOUTHEAST ALONG FARM-TO-MARKET HIGHWAY 1352 FROM THE POST
 AJ0108'OFFICE AT ALICE, AT THE ENTRANCE TO THE SHELL OIL CO. LITTLE EMMA
 AJ0108'LEASE ON THE WEST SIDE OF THE DRIVE, 39 FEET SOUTHWEST OF THE
 AJ0108'CENTERLINE OF THE HIGHWAY, 31 FEET NORTHWEST OF A FENCE LEADING WEST,
 AJ0108'11 FEET SOUTHWEST AND 7 FEET NORTHWEST OF THE NORTH END OF A DOUBLE
 AJ0108'12-INCH CONCRETE-PIPE CULVERT IN THE HIGHWAY DITCH, 1 FOOT SOUTHWEST
 AJ0108'OF A POWER-LINE, AND 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0305 ***********************************************************************
 AJ0305  DESIGNATION -  N 614
 AJ0305  PID         -  AJ0305
 AJ0305  STATE/COUNTY-  TX/KLEBERG
 AJ0305  USGS QUAD   -  ELLA (1963)
 AJ0305
 AJ0305                         *CURRENT SURVEY CONTROL
 AJ0305  ___________________________________________________________________
 AJ0305* NAD 83(1986)-  27 22 34.     (N)    098 02 25.     (W)     SCALED    
 AJ0305* NAVD 88     -        35.697  (meters)     117.12   (feet)  ADJUSTED  
 AJ0305  ___________________________________________________________________
 AJ0305  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AJ0305  DYNAMIC HT  -          35.642 (meters)     116.94  (feet)  COMP
 AJ0305  MODELED GRAV-     979,080.6   (mgal)                       NAVD 88
 AJ0305
 AJ0305  VERT ORDER  -  SECOND    CLASS 0
 AJ0305
 AJ0305.The horizontal coordinates were scaled from a topographic map and have
 AJ0305.an estimated accuracy of +/- 6 seconds.
 AJ0305
 AJ0305.The orthometric height was determined by differential leveling
 AJ0305.and adjusted by the National Geodetic Survey in June 1991..
 AJ0305
 AJ0305.The geoid height was determined by GEOID03.
 AJ0305
 AJ0305.The dynamic height is computed by dividing the NAVD 88
 AJ0305.geopotential number by the normal gravity value computed on the
 AJ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0305.degrees latitude (g = 980.6199 gals.).
 AJ0305
 AJ0305.The modeled gravity was interpolated from observed gravity values.
 AJ0305
 AJ0305;                    North         East    Units  Estimated Accuracy
 AJ0305;SPC TX S     - 5,189,480.      345,470.      MT  (+/- 180 meters Scaled)
 AJ0305
 AJ0305                          SUPERSEDED SURVEY CONTROL
 AJ0305
 AJ0305  NGVD 29 (??/??/??)   35.80   (m)          117.5    (f) RESET       3  
 AJ0305
 AJ0305.Superseded values are not recommended for survey control.
 AJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0305.See file dsdata.txt to determine how the superseded data were derived.
 AJ0305
 AJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR949284(NAD 83)
 AJ0305_MARKER: DB = BENCH MARK DISK
 AJ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0305_STAMPING: N 614 1942
 AJ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0305+STABILITY: SURFACE MOTION
 AJ0305
 AJ0305  HISTORY     - Date     Condition        Report By
 AJ0305  HISTORY     - 1942     MONUMENTED       CGS
 AJ0305
 AJ0305                          STATION DESCRIPTION
 AJ0305
 AJ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0305'5.0 MI E FROM PREMONT.
 AJ0305'TO REACH FROM POST OFFICE AT PREMONT-- PROCEED EASTERLY 5.0 MILES
 AJ0305'ALONG OLD PREMONT-KINGSVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AJ0305'IS ON NORTH AND SOUTH FENCE LINE ABOUT 0.9 MILE SOUTH OF THE EBONITA
 AJ0305'RANCH HOUSE ON KING PROPERTY.  IT IS 8.0 FEET EAST OF ROAD, 0.6 FOOT
 AJ0305'WEST OF FENCE, 3.0 FEET NORTH OF 4 X 4 INCH WOODEN MARKER POST.  THE
 AJ0305'MONUMENT PROJECTS ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0270 ***********************************************************************
 AJ0270  DESIGNATION -  N 616
 AJ0270  PID         -  AJ0270
 AJ0270  STATE/COUNTY-  TX/BROOKS
 AJ0270  USGS QUAD   -  CAGE RANCH (1963)
 AJ0270
 AJ0270                         *CURRENT SURVEY CONTROL
 AJ0270  ___________________________________________________________________
 AJ0270* NAD 83(1986)-  27 04 40.     (N)    098 08 39.     (W)     SCALED    
 AJ0270* NAVD 88     -        36.457  (meters)     119.61   (feet)  ADJUSTED  
 AJ0270  ___________________________________________________________________
 AJ0270  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AJ0270  DYNAMIC HT  -          36.399 (meters)     119.42  (feet)  COMP
 AJ0270  MODELED GRAV-     979,058.8   (mgal)                       NAVD 88
 AJ0270
 AJ0270  VERT ORDER  -  SECOND    CLASS 0
 AJ0270
 AJ0270.The horizontal coordinates were scaled from a topographic map and have
 AJ0270.an estimated accuracy of +/- 6 seconds.
 AJ0270
 AJ0270.The orthometric height was determined by differential leveling
 AJ0270.and adjusted by the National Geodetic Survey in June 1991..
 AJ0270
 AJ0270.The geoid height was determined by GEOID03.
 AJ0270
 AJ0270.The dynamic height is computed by dividing the NAVD 88
 AJ0270.geopotential number by the normal gravity value computed on the
 AJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0270.degrees latitude (g = 980.6199 gals.).
 AJ0270
 AJ0270.The modeled gravity was interpolated from observed gravity values.
 AJ0270
 AJ0270;                    North         East    Units  Estimated Accuracy
 AJ0270;SPC TX S     - 5,156,390.      335,290.      MT  (+/- 180 meters Scaled)
 AJ0270
 AJ0270                          SUPERSEDED SURVEY CONTROL
 AJ0270
 AJ0270  NGVD 29 (??/??/92)   36.561  (m)          119.95   (f) ADJ UNCH    2 0
 AJ0270
 AJ0270.Superseded values are not recommended for survey control.
 AJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0270.See file dsdata.txt to determine how the superseded data were derived.
 AJ0270
 AJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ848953(NAD 83)
 AJ0270_MARKER: DB = BENCH MARK DISK
 AJ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0270_STAMPING: N 616 1942
 AJ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0270+STABILITY: SURFACE MOTION
 AJ0270
 AJ0270  HISTORY     - Date     Condition        Report By
 AJ0270  HISTORY     - 1942     MONUMENTED       CGS
 AJ0270  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0270
 AJ0270                          STATION DESCRIPTION
 AJ0270
 AJ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0270'IN BARROSO.
 AJ0270'BENCH MARK IS ABOUT 116.0 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 AJ0270'THE SOUTHEAST CORNER OF SOUTHERN PACIFIC RAILROAD STATION AT BARROSO.
 AJ0270'IT IS 17.0 FEET NORTH OF THE CENTER OF WOODEN GATE ACROSS RANCH ROAD
 AJ0270'LEADING EAST, 100.0 FEET EAST OF AND ABOUT 2.0 FEET BELOW THE
 AJ0270'CENTERLINE OF THE RAILROAD TRACKS.  THE MONUMENT PROJECTS 0.4 FOOT.
 AJ0270
 AJ0270                          STATION RECOVERY (1962)
 AJ0270
 AJ0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1094 ***********************************************************************
 AB1094  DESIGNATION -  N 617
 AB1094  PID         -  AB1094
 AB1094  STATE/COUNTY-  TX/KENEDY
 AB1094  USGS QUAD   -  PITA CAMP (1982)
 AB1094
 AB1094                         *CURRENT SURVEY CONTROL
 AB1094  ___________________________________________________________________
 AB1094* NAD 83(1986)-  26 55 17.     (N)    097 53 04.     (W)     SCALED    
 AB1094* NAVD 88     -         9.883  (meters)      32.42   (feet)  ADJUSTED  
 AB1094  ___________________________________________________________________
 AB1094  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AB1094  DYNAMIC HT  -           9.867 (meters)      32.37  (feet)  COMP
 AB1094  MODELED GRAV-     979,069.4   (mgal)                       NAVD 88
 AB1094
 AB1094  VERT ORDER  -  SECOND    CLASS 0
 AB1094
 AB1094.The horizontal coordinates were scaled from a topographic map and have
 AB1094.an estimated accuracy of +/- 6 seconds.
 AB1094
 AB1094.The orthometric height was determined by differential leveling
 AB1094.and adjusted by the National Geodetic Survey in June 1991..
 AB1094
 AB1094.The geoid height was determined by GEOID03.
 AB1094
 AB1094.The dynamic height is computed by dividing the NAVD 88
 AB1094.geopotential number by the normal gravity value computed on the
 AB1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1094.degrees latitude (g = 980.6199 gals.).
 AB1094
 AB1094.The modeled gravity was interpolated from observed gravity values.
 AB1094
 AB1094;                    North         East    Units  Estimated Accuracy
 AB1094;SPC TX S     - 5,139,160.      361,130.      MT  (+/- 180 meters Scaled)
 AB1094
 AB1094                          SUPERSEDED SURVEY CONTROL
 AB1094
 AB1094  NGVD 29 (??/??/92)    9.971  (m)           32.71   (f) ADJ UNCH    2 0
 AB1094
 AB1094.Superseded values are not recommended for survey control.
 AB1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1094.See file dsdata.txt to determine how the superseded data were derived.
 AB1094
 AB1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ107782(NAD 83)
 AB1094_MARKER: DB = BENCH MARK DISK
 AB1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1094_STAMPING: N 617 1942
 AB1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1094+STABILITY: SURFACE MOTION
 AB1094
 AB1094  HISTORY     - Date     Condition        Report By
 AB1094  HISTORY     - 1942     MONUMENTED       CGS
 AB1094
 AB1094                          STATION DESCRIPTION
 AB1094
 AB1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1094'6.0 MI W FROM ARMSTRONG.
 AB1094'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1094'PROCEED 5.9 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1094'MARK.  BENCH MARK IS ABOUT 0.5 MILE EAST OF THE ARMSTRONG AND KING
 AB1094'RANCH PROPERTY LINE, 21.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION
 AB1094'AS THE CENTERLINE OF THE ROAD AND 4.0 FEET EAST OF A 4X4-INCH WOODEN
 AB1094'MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1132 ***********************************************************************
 AJ1132  DESIGNATION -  N 618
 AJ1132  PID         -  AJ1132
 AJ1132  STATE/COUNTY-  TX/BROOKS
 AJ1132  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ1132
 AJ1132                         *CURRENT SURVEY CONTROL
 AJ1132  ___________________________________________________________________
 AJ1132* NAD 83(1986)-  27 04 51.     (N)    098 00 26.     (W)     SCALED    
 AJ1132* NAVD 88     -        22.982  (meters)      75.40   (feet)  ADJUSTED  
 AJ1132  ___________________________________________________________________
 AJ1132  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AJ1132  DYNAMIC HT  -          22.945 (meters)      75.28  (feet)  COMP
 AJ1132  MODELED GRAV-     979,069.1   (mgal)                       NAVD 88
 AJ1132
 AJ1132  VERT ORDER  -  SECOND    CLASS 0
 AJ1132
 AJ1132.The horizontal coordinates were scaled from a topographic map and have
 AJ1132.an estimated accuracy of +/- 6 seconds.
 AJ1132
 AJ1132.The orthometric height was determined by differential leveling
 AJ1132.and adjusted by the National Geodetic Survey in June 1991..
 AJ1132
 AJ1132.The geoid height was determined by GEOID03.
 AJ1132
 AJ1132.The dynamic height is computed by dividing the NAVD 88
 AJ1132.geopotential number by the normal gravity value computed on the
 AJ1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1132.degrees latitude (g = 980.6199 gals.).
 AJ1132
 AJ1132.The modeled gravity was interpolated from observed gravity values.
 AJ1132
 AJ1132;                    North         East    Units  Estimated Accuracy
 AJ1132;SPC TX S     - 5,156,770.      348,870.      MT  (+/- 180 meters Scaled)
 AJ1132
 AJ1132                          SUPERSEDED SURVEY CONTROL
 AJ1132
 AJ1132  NGVD 29 (??/??/92)   23.083  (m)           75.73   (f) ADJ UNCH    2 0
 AJ1132
 AJ1132.Superseded values are not recommended for survey control.
 AJ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1132.See file dsdata.txt to determine how the superseded data were derived.
 AJ1132
 AJ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ984957(NAD 83)
 AJ1132_MARKER: DB = BENCH MARK DISK
 AJ1132_SETTING: 0 = UNSPECIFIED SETTING
 AJ1132_STAMPING: N 618 1942
 AJ1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1132
 AJ1132  HISTORY     - Date     Condition        Report By
 AJ1132  HISTORY     - 1942     MONUMENTED       CGS
 AJ1132  HISTORY     - 1962     GOOD             USGS
 AJ1132
 AJ1132                          STATION DESCRIPTION
 AJ1132
 AJ1132'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ1132'8.9 MI SE FROM BARROSO.
 AJ1132'FROM THE INTERSECTION OF U.S. HIGHWAY 281 AND FARM ROAD 2191 IN
 AJ1132'FALFURRIAS, BROOKS COUNTY, PROCEED EAST 5.2 MILES TO A CROSS ROAD,
 AJ1132'SOUTH 3.6 MILES TO THE GATEKEEPERS HOUSE AT THE MARIPOSA RANCH,
 AJ1132'CONTINUE SOUTH 5.4 MILES TO A CATTLE GUARD AND A T-ROAD EAST SOUTH OF
 AJ1132'THE FENCE, THENCE EAST 1.3 MILES TO A NORTH-SOUTH FENCE, NORTH AND
 AJ1132'EAST TO A FENCE CORNER FROM WHICH THE BENCH MARK LIES 18 FEET WEST AND
 AJ1132'1 FOOT SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0963 ***********************************************************************
 AB0963  DESIGNATION -  N 619
 AB0963  PID         -  AB0963
 AB0963  STATE/COUNTY-  TX/KENEDY
 AB0963  USGS QUAD   -  NORIAS (1982)
 AB0963
 AB0963                         *CURRENT SURVEY CONTROL
 AB0963  ___________________________________________________________________
 AB0963* NAD 83(1986)-  26 47 38.     (N)    097 46 33.     (W)     SCALED    
 AB0963* NAVD 88     -         5.524  (meters)      18.12   (feet)  ADJUSTED  
 AB0963  ___________________________________________________________________
 AB0963  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AB0963  DYNAMIC HT  -           5.515 (meters)      18.09  (feet)  COMP
 AB0963  MODELED GRAV-     979,068.4   (mgal)                       NAVD 88
 AB0963
 AB0963  VERT ORDER  -  FIRST     CLASS II
 AB0963
 AB0963.The horizontal coordinates were scaled from a topographic map and have
 AB0963.an estimated accuracy of +/- 6 seconds.
 AB0963
 AB0963.The orthometric height was determined by differential leveling
 AB0963.and adjusted by the National Geodetic Survey in June 1991..
 AB0963
 AB0963.The geoid height was determined by GEOID03.
 AB0963
 AB0963.The dynamic height is computed by dividing the NAVD 88
 AB0963.geopotential number by the normal gravity value computed on the
 AB0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0963.degrees latitude (g = 980.6199 gals.).
 AB0963
 AB0963.The modeled gravity was interpolated from observed gravity values.
 AB0963
 AB0963;                    North         East    Units  Estimated Accuracy
 AB0963;SPC TX S     - 5,125,090.      372,000.      MT  (+/- 180 meters Scaled)
 AB0963
 AB0963                          SUPERSEDED SURVEY CONTROL
 AB0963
 AB0963  NGVD 29 (??/??/92)    5.613  (m)           18.42   (f) ADJ UNCH    1 2
 AB0963
 AB0963.Superseded values are not recommended for survey control.
 AB0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0963.See file dsdata.txt to determine how the superseded data were derived.
 AB0963
 AB0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ216641(NAD 83)
 AB0963_MARKER: DB = BENCH MARK DISK
 AB0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0963_SP_SET: CULVERT
 AB0963_STAMPING: N 619 1942
 AB0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0963
 AB0963  HISTORY     - Date     Condition        Report By
 AB0963  HISTORY     - 1942     MONUMENTED       CGS
 AB0963  HISTORY     - 1951     GOOD             NGS
 AB0963  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0963
 AB0963                          STATION DESCRIPTION
 AB0963
 AB0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0963'0.6 MI N FROM NORIAS.
 AB0963'0.6 MILE NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0963'FROM THE STATION AT NORIAS, 1 1/2 POLES NORTH OF MILEPOST 68, 118 FEET
 AB0963'EAST OF THE EAST RAIL, 31 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 AB0963'77, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 AB0963'CENTER OF THE WEST HEADWALL OF A 16 INCH CONCRETE PIPE CULVERT UNDER
 AB0963'THE HIGHWAY.
 AB0963
 AB0963                          STATION RECOVERY (2004)
 AB0963
 AB0963'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0964 ***********************************************************************
 AB0964  DESIGNATION -  N 619 RESET 1951
 AB0964  PID         -  AB0964
 AB0964  STATE/COUNTY-  TX/KENEDY
 AB0964  USGS QUAD   -  NORIAS (1982)
 AB0964
 AB0964                         *CURRENT SURVEY CONTROL
 AB0964  ___________________________________________________________________
 AB0964* NAD 83(1986)-  26 47 38.     (N)    097 46 32.     (W)     SCALED    
 AB0964* NAVD 88     -         5.38   (meters)      17.7    (feet)  RESET     
 AB0964  ___________________________________________________________________
 AB0964  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AB0964
 AB0964  VERT ORDER  -  THIRD
 AB0964
 AB0964.The horizontal coordinates were scaled from a topographic map and have
 AB0964.an estimated accuracy of +/- 6 seconds.
 AB0964
 AB0964.The orthometric height was computed from unverified reset data.
 AB0964
 AB0964.The geoid height was determined by GEOID03.
 AB0964
 AB0964;                    North         East    Units  Estimated Accuracy
 AB0964;SPC TX S     - 5,125,090.      372,030.      MT  (+/- 180 meters Scaled)
 AB0964
 AB0964                          SUPERSEDED SURVEY CONTROL
 AB0964
 AB0964.No superseded survey control is available for this station.
 AB0964
 AB0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ217641(NAD 83)
 AB0964_MARKER: DB = BENCH MARK DISK
 AB0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0964_SP_SET: CULVERT
 AB0964_STAMPING: N 619 RESET 1951
 AB0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0964
 AB0964  HISTORY     - Date     Condition        Report By
 AB0964  HISTORY     - 1951     MONUMENTED       TXHD
 AB0964  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0964  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0964
 AB0964                          STATION DESCRIPTION
 AB0964
 AB0964'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AB0964'0.6 MI N FROM NORIAS.
 AB0964'0.6 MILE NORTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0964'NORIAS, KENEDY COUNTY, 1-1/2 POLES NORTH OF MILEPOST 68, 118 FEET EAST
 AB0964'OF THE EAST RAIL, 31 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77,
 AB0964'AT HIGHWAY STATION 717, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, 120
 AB0964'FEET EAST AND 1 FOOT INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK
 AB0964'SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A 16-INCH
 AB0964'CONCRETE PIPE CULVERT UNDER THE HIGHWAY.
 AB0964
 AB0964                          STATION RECOVERY (1981)
 AB0964
 AB0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0964'NOT RECOVERED THIS DATE, NEW CULVERT HAS BEEN BUILT, PROBABLY
 AB0964'DESTROYED BY ROAD CONSTRUCTION.
 AB0964
 AB0964                          STATION RECOVERY (2004)
 AB0964
 AB0964'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0819 ***********************************************************************
 AJ0819  DESIGNATION -  N 62
 AJ0819  PID         -  AJ0819
 AJ0819  STATE/COUNTY-  TX/ZAPATA
 AJ0819  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0819
 AJ0819                         *CURRENT SURVEY CONTROL
 AJ0819  ___________________________________________________________________
 AJ0819* NAD 83(1986)-  27 11 21.     (N)    099 25 14.     (W)     SCALED    
 AJ0819* NAVD 88     -       106.538  (meters)     349.53   (feet)  ADJUSTED  
 AJ0819  ___________________________________________________________________
 AJ0819  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AJ0819  DYNAMIC HT  -         106.367 (meters)     348.97  (feet)  COMP
 AJ0819  MODELED GRAV-     979,040.9   (mgal)                       NAVD 88
 AJ0819
 AJ0819  VERT ORDER  -  FIRST     CLASS II
 AJ0819
 AJ0819.The horizontal coordinates were scaled from a topographic map and have
 AJ0819.an estimated accuracy of +/- 6 seconds.
 AJ0819
 AJ0819.The orthometric height was determined by differential leveling
 AJ0819.and adjusted by the National Geodetic Survey in June 1991..
 AJ0819
 AJ0819.The geoid height was determined by GEOID03.
 AJ0819
 AJ0819.The dynamic height is computed by dividing the NAVD 88
 AJ0819.geopotential number by the normal gravity value computed on the
 AJ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0819.degrees latitude (g = 980.6199 gals.).
 AJ0819
 AJ0819.The modeled gravity was interpolated from observed gravity values.
 AJ0819
 AJ0819;                    North         East    Units  Estimated Accuracy
 AJ0819;SPC TX S     - 5,169,010.      208,790.      MT  (+/- 180 meters Scaled)
 AJ0819
 AJ0819                          SUPERSEDED SURVEY CONTROL
 AJ0819
 AJ0819  NGVD 29 (??/??/92)  106.59   (m)          349.7    (f) COMPUTED    1 2
 AJ0819
 AJ0819.Superseded values are not recommended for survey control.
 AJ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0819.See file dsdata.txt to determine how the superseded data were derived.
 AJ0819
 AJ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR583074(NAD 83)
 AJ0819_MARKER: DB = BENCH MARK DISK
 AJ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0819_STAMPING: N 62 1919
 AJ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0819+STABILITY: SURFACE MOTION
 AJ0819
 AJ0819  HISTORY     - Date     Condition        Report By
 AJ0819  HISTORY     - 1919     MONUMENTED       CGS
 AJ0819  HISTORY     - 1943     GOOD             NGS
 AJ0819  HISTORY     - 1951     MARK NOT FOUND   NGS
 AJ0819
 AJ0819                          STATION DESCRIPTION
 AJ0819
 AJ0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0819'10.2 MI N FROM SAN YGNACIO.
 AJ0819'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 10.2 MILES
 AJ0819'NORTH ALONG U.S. HIGHWAY NO. 83 TO THE TOP OF A HILL AT HIGHWAY RIGHT
 AJ0819'OF WAY MARKER POST NO. 2470, THENCE WEST ABOUT 0.05 MILE THROUGH A
 AJ0819'FIELD TO THE OLD ABANDONED U.S. HIGHWAY NO. 83 AND SITE OF BENCH MARK.
 AJ0819'BENCH MARK IS 60.0 FEET NORTH OF THE CENTERLINE OF INTERSECTION OF A
 AJ0819'DIRT ROAD LEADING WESTERLY.  IT IS 27.0 FEET WEST OF AND ABOUT THE
 AJ0819'SAME ELEVATION AS THE CENTERLINE OF OLD HIGHWAY. MONUMENT IS 3.0 FEET
 AJ0819'SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT.
 AJ0819
 AJ0819                          STATION RECOVERY (1951)
 AJ0819
 AJ0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AJ0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0659 ***********************************************************************
 AB0659  DESIGNATION -  N 620
 AB0659  PID         -  AB0659
 AB0659  STATE/COUNTY-  TX/WILLACY
 AB0659  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0659
 AB0659                         *CURRENT SURVEY CONTROL
 AB0659  ___________________________________________________________________
 AB0659* NAD 83(1986)-  26 29 01.     (N)    097 48 46.     (W)     SCALED    
 AB0659* NAVD 88     -        11.043  (meters)      36.23   (feet)  ADJUSTED  
 AB0659  ___________________________________________________________________
 AB0659  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AB0659  DYNAMIC HT  -          11.025 (meters)      36.17  (feet)  COMP
 AB0659  MODELED GRAV-     979,045.1   (mgal)                       NAVD 88
 AB0659
 AB0659  VERT ORDER  -  SECOND    CLASS 0
 AB0659
 AB0659.The horizontal coordinates were scaled from a topographic map and have
 AB0659.an estimated accuracy of +/- 6 seconds.
 AB0659
 AB0659.The orthometric height was determined by differential leveling
 AB0659.and adjusted by the National Geodetic Survey in June 1991..
 AB0659
 AB0659.The geoid height was determined by GEOID03.
 AB0659
 AB0659.The dynamic height is computed by dividing the NAVD 88
 AB0659.geopotential number by the normal gravity value computed on the
 AB0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0659.degrees latitude (g = 980.6199 gals.).
 AB0659
 AB0659.The modeled gravity was interpolated from observed gravity values.
 AB0659
 AB0659;                    North         East    Units  Estimated Accuracy
 AB0659;SPC TX S     - 5,090,700.      368,510.      MT  (+/- 180 meters Scaled)
 AB0659
 AB0659                          SUPERSEDED SURVEY CONTROL
 AB0659
 AB0659  NGVD 29 (??/??/92)   11.105  (m)           36.43   (f) ADJ UNCH    2 0
 AB0659
 AB0659.Superseded values are not recommended for survey control.
 AB0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0659.See file dsdata.txt to determine how the superseded data were derived.
 AB0659
 AB0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ183297(NAD 83)
 AB0659_MARKER: DB = BENCH MARK DISK
 AB0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0659_SP_SET: CULVERT
 AB0659_STAMPING: N 620 1942
 AB0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0659+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 AB0659
 AB0659  HISTORY     - Date     Condition        Report By
 AB0659  HISTORY     - 1942     MONUMENTED       CGS
 AB0659  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0659  HISTORY     - 20011018 GOOD             SURCON
 AB0659
 AB0659                          STATION DESCRIPTION
 AB0659
 AB0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0659'1.8 MI NW FROM RAYMONDVILLE.
 AB0659'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB0659'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO. 186, THENCE GO 0.1
 AB0659'MILE NORTHERLY ALONG PAVED COUNTY ROAD TO SITE OF BENCH MARK.  BENCH
 AB0659'MARK IS SET HORIZONTALLY IN THE NORTH END OF THE EAST HEADWALL OF A
 AB0659'CONCRETE CULVERT ABOUT 0.1 MILE NORTH OF STATE HIGHWAY NO. 186.  A
 AB0659'STANDARD DISK, STAMPED N 620 1942 AND SET IN A DRILL HOLE.
 AB0659
 AB0659                          STATION RECOVERY (1987)
 AB0659
 AB0659'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0659'MARK NOT FOUND.
 AB0659
 AB0659                          STATION RECOVERY (2001)
 AB0659
 AB0659'RECOVERY NOTE BY SURVEYING CONSULTANTS 2001 (JGH)
 AB0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0220 ***********************************************************************
 AJ0220  DESIGNATION -  N 621
 AJ0220  PID         -  AJ0220
 AJ0220  STATE/COUNTY-  TX/DUVAL
 AJ0220  USGS QUAD   -  BENAVIDES (1968)
 AJ0220
 AJ0220                         *CURRENT SURVEY CONTROL
 AJ0220  ___________________________________________________________________
 AJ0220* NAD 83(1986)-  27 33 35.     (N)    098 24 29.     (W)     SCALED    
 AJ0220* NAVD 88     -       111.902  (meters)     367.13   (feet)  ADJUSTED  
 AJ0220  ___________________________________________________________________
 AJ0220  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AJ0220  DYNAMIC HT  -         111.726 (meters)     366.55  (feet)  COMP
 AJ0220  MODELED GRAV-     979,072.5   (mgal)                       NAVD 88
 AJ0220
 AJ0220  VERT ORDER  -  SECOND    CLASS 0
 AJ0220
 AJ0220.The horizontal coordinates were scaled from a topographic map and have
 AJ0220.an estimated accuracy of +/- 6 seconds.
 AJ0220
 AJ0220.The orthometric height was determined by differential leveling
 AJ0220.and adjusted by the National Geodetic Survey in June 1991..
 AJ0220
 AJ0220.The geoid height was determined by GEOID03.
 AJ0220
 AJ0220.The dynamic height is computed by dividing the NAVD 88
 AJ0220.geopotential number by the normal gravity value computed on the
 AJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0220.degrees latitude (g = 980.6199 gals.).
 AJ0220
 AJ0220.The modeled gravity was interpolated from observed gravity values.
 AJ0220
 AJ0220;                    North         East    Units  Estimated Accuracy
 AJ0220;SPC TX S     - 5,209,740.      309,080.      MT  (+/- 180 meters Scaled)
 AJ0220
 AJ0220                          SUPERSEDED SURVEY CONTROL
 AJ0220
 AJ0220  NGVD 29 (??/??/92)  111.96   (m)          367.3    (f) COMPUTED    2 0
 AJ0220
 AJ0220.Superseded values are not recommended for survey control.
 AJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0220.See file dsdata.txt to determine how the superseded data were derived.
 AJ0220
 AJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR584485(NAD 83)
 AJ0220_MARKER: DB = BENCH MARK DISK
 AJ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0220_STAMPING: N 621 1942
 AJ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0220+STABILITY: SURFACE MOTION
 AJ0220
 AJ0220  HISTORY     - Date     Condition        Report By
 AJ0220  HISTORY     - 1942     MONUMENTED       CGS
 AJ0220
 AJ0220                          STATION DESCRIPTION
 AJ0220
 AJ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0220'3.0 MI S FROM BENAVIDES.
 AJ0220'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0220'BENAVIDES-- PROCEED 3.0 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339 TO
 AJ0220'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF
 AJ0220'INTERSECTION OF PRIVATE ROAD LEADING TO AN OIL WELL, 18.0 FEET WEST OF
 AJ0220'AND ABOUT 1.4 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.  IT IS SET
 AJ0220'HORIZONTALLY IN THE SOUTH END OF THE WEST HEADWALL OF 6X14-FOOT
 AJ0220'CONCRETE BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0144 ***********************************************************************
 AJ0144  DESIGNATION -  N 622
 AJ0144  PID         -  AJ0144
 AJ0144  STATE/COUNTY-  TX/JIM WELLS
 AJ0144  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0144
 AJ0144                         *CURRENT SURVEY CONTROL
 AJ0144  ___________________________________________________________________
 AJ0144* NAD 83(1986)-  27 35 14.     (N)    098 10 28.     (W)     SCALED    
 AJ0144* NAVD 88     -        66.403  (meters)     217.86   (feet)  ADJUSTED  
 AJ0144  ___________________________________________________________________
 AJ0144  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AJ0144  DYNAMIC HT  -          66.300 (meters)     217.52  (feet)  COMP
 AJ0144  MODELED GRAV-     979,084.8   (mgal)                       NAVD 88
 AJ0144
 AJ0144  VERT ORDER  -  SECOND    CLASS 0
 AJ0144
 AJ0144.The horizontal coordinates were scaled from a topographic map and have
 AJ0144.an estimated accuracy of +/- 6 seconds.
 AJ0144
 AJ0144.The orthometric height was determined by differential leveling
 AJ0144.and adjusted by the National Geodetic Survey in June 1991..
 AJ0144
 AJ0144.The geoid height was determined by GEOID03.
 AJ0144
 AJ0144.The dynamic height is computed by dividing the NAVD 88
 AJ0144.geopotential number by the normal gravity value computed on the
 AJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0144.degrees latitude (g = 980.6199 gals.).
 AJ0144
 AJ0144.The modeled gravity was interpolated from observed gravity values.
 AJ0144
 AJ0144;                    North         East    Units  Estimated Accuracy
 AJ0144;SPC TX S     - 5,212,830.      332,140.      MT  (+/- 180 meters Scaled)
 AJ0144
 AJ0144                          SUPERSEDED SURVEY CONTROL
 AJ0144
 AJ0144  NGVD 29 (??/??/92)   66.49   (m)          218.1    (f) COMPUTED    2 0
 AJ0144
 AJ0144.Superseded values are not recommended for survey control.
 AJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0144.See file dsdata.txt to determine how the superseded data were derived.
 AJ0144
 AJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR814517(NAD 83)
 AJ0144_MARKER: DB = BENCH MARK DISK
 AJ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0144_STAMPING: N 622 1942
 AJ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0144+STABILITY: SURFACE MOTION
 AJ0144
 AJ0144  HISTORY     - Date     Condition        Report By
 AJ0144  HISTORY     - 1942     MONUMENTED       CGS
 AJ0144
 AJ0144                          STATION DESCRIPTION
 AJ0144
 AJ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0144'17.2 MI SW FROM ALICE.
 AJ0144'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0144'11.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0144'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 5.5 MILES
 AJ0144'WESTERLY ALONG THE TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH
 AJ0144'MARK IS AT THE INTERSECTION OF LANE LEADING TO FARM HOUSE, 40.0 FEET
 AJ0144'WEST OF THE CENTERLINE OF THE LANE AND 15.0 FEET SOUTHWEST OF THE
 AJ0144'CENTERLINE OF CATTLE GUARD ACROSS THE ROAD.  IT IS 14.0 FEET WEST OF A
 AJ0144'FENCE CORNER, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0
 AJ0144'FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0347 ***********************************************************************
 AJ0347  DESIGNATION -  N 623
 AJ0347  PID         -  AJ0347
 AJ0347  STATE/COUNTY-  TX/DUVAL
 AJ0347  USGS QUAD   -  CONCEPCION (1968)
 AJ0347
 AJ0347                         *CURRENT SURVEY CONTROL
 AJ0347  ___________________________________________________________________
 AJ0347* NAD 83(1986)-  27 23 08.     (N)    098 18 10.     (W)     SCALED    
 AJ0347* NAVD 88     -        81.669  (meters)     267.94   (feet)  ADJUSTED  
 AJ0347  ___________________________________________________________________
 AJ0347  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AJ0347  DYNAMIC HT  -          81.540 (meters)     267.52  (feet)  COMP
 AJ0347  MODELED GRAV-     979,070.4   (mgal)                       NAVD 88
 AJ0347
 AJ0347  VERT ORDER  -  SECOND    CLASS 0
 AJ0347
 AJ0347.The horizontal coordinates were scaled from a topographic map and have
 AJ0347.an estimated accuracy of +/- 6 seconds.
 AJ0347
 AJ0347.The orthometric height was determined by differential leveling
 AJ0347.and adjusted by the National Geodetic Survey in June 1991..
 AJ0347
 AJ0347.The geoid height was determined by GEOID03.
 AJ0347
 AJ0347.The dynamic height is computed by dividing the NAVD 88
 AJ0347.geopotential number by the normal gravity value computed on the
 AJ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0347.degrees latitude (g = 980.6199 gals.).
 AJ0347
 AJ0347.The modeled gravity was interpolated from observed gravity values.
 AJ0347
 AJ0347;                    North         East    Units  Estimated Accuracy
 AJ0347;SPC TX S     - 5,190,460.      319,510.      MT  (+/- 180 meters Scaled)
 AJ0347
 AJ0347                          SUPERSEDED SURVEY CONTROL
 AJ0347
 AJ0347  NGVD 29 (??/??/92)   81.766  (m)          268.26   (f) ADJ UNCH    2 0
 AJ0347
 AJ0347.Superseded values are not recommended for survey control.
 AJ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0347.See file dsdata.txt to determine how the superseded data were derived.
 AJ0347
 AJ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR689293(NAD 83)
 AJ0347_MARKER: DB = BENCH MARK DISK
 AJ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0347_STAMPING: N 623 1942
 AJ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0347+STABILITY: SURFACE MOTION
 AJ0347
 AJ0347  HISTORY     - Date     Condition        Report By
 AJ0347  HISTORY     - 1942     MONUMENTED       CGS
 AJ0347  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0347
 AJ0347                          STATION DESCRIPTION
 AJ0347
 AJ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0347'4.0 MI E FROM CONCEPCION.
 AJ0347'TO REACH FROM THE POST OFFICE AT CONCEPCION-- PROCEED 4.0 MILES EAST
 AJ0347'ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AJ0347'275.0 FEET WEST OF INTERSECTION OF DRIVEWAY LEADING TO RANCH HOUSE,
 AJ0347'22.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A
 AJ0347'4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT
 AJ0347'PROJECTS 0.5 FOOT.
 AJ0347
 AJ0347                          STATION RECOVERY (1968)
 AJ0347
 AJ0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0178 ***********************************************************************
 AJ0178  DESIGNATION -  N 624
 AJ0178  PID         -  AJ0178
 AJ0178  STATE/COUNTY-  TX/JIM WELLS
 AJ0178  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0178
 AJ0178                         *CURRENT SURVEY CONTROL
 AJ0178  ___________________________________________________________________
 AJ0178* NAD 83(1986)-  27 42 41.     (N)    098 11 33.     (W)     SCALED    
 AJ0178* NAVD 88     -        84.613  (meters)     277.60   (feet)  ADJUSTED  
 AJ0178  ___________________________________________________________________
 AJ0178  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AJ0178  DYNAMIC HT  -          84.481 (meters)     277.17  (feet)  COMP
 AJ0178  MODELED GRAV-     979,092.2   (mgal)                       NAVD 88
 AJ0178
 AJ0178  VERT ORDER  -  SECOND    CLASS 0
 AJ0178
 AJ0178.The horizontal coordinates were scaled from a topographic map and have
 AJ0178.an estimated accuracy of +/- 6 seconds.
 AJ0178
 AJ0178.The orthometric height was determined by differential leveling
 AJ0178.and adjusted by the National Geodetic Survey in June 1991..
 AJ0178
 AJ0178.The geoid height was determined by GEOID03.
 AJ0178
 AJ0178.The dynamic height is computed by dividing the NAVD 88
 AJ0178.geopotential number by the normal gravity value computed on the
 AJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0178.degrees latitude (g = 980.6199 gals.).
 AJ0178
 AJ0178.The modeled gravity was interpolated from observed gravity values.
 AJ0178
 AJ0178;                    North         East    Units  Estimated Accuracy
 AJ0178;SPC TX S     - 5,226,580.      330,330.      MT  (+/- 180 meters Scaled)
 AJ0178
 AJ0178                          SUPERSEDED SURVEY CONTROL
 AJ0178
 AJ0178  NGVD 29 (??/??/92)   84.700  (m)          277.89   (f) ADJ UNCH    2 0
 AJ0178
 AJ0178.Superseded values are not recommended for survey control.
 AJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0178.See file dsdata.txt to determine how the superseded data were derived.
 AJ0178
 AJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR796654(NAD 83)
 AJ0178_MARKER: DB = BENCH MARK DISK
 AJ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0178_STAMPING: N 624 1942
 AJ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0178+STABILITY: SURFACE MOTION
 AJ0178
 AJ0178  HISTORY     - Date     Condition        Report By
 AJ0178  HISTORY     - 1942     MONUMENTED       CGS
 AJ0178  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0178
 AJ0178                          STATION DESCRIPTION
 AJ0178
 AJ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0178'8.1 MI SE FROM SAN DIEGO.
 AJ0178'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0178'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO THE INTERSECTION OF ROADLEADING
 AJ0178'SOUTH.  THENCE, GO 2.6 MILES SOUTHERLY ALONG ROAD TO INTERSECTION OF
 AJ0178'ROAD LEADING EAST.  THENCE, GO 3.8 MILES EASTERLY ALONG ROAD TO
 AJ0178'INTERSECTION OF ROAD LEADING SOUTH.  THENCE, GO 0.2 MILES SOUTH TO THE
 AJ0178'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 290.0 FEET NORTH OF A
 AJ0178'FARM HOUSE, 21.0 FEET EAST OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE
 AJ0178'OF THE ROAD.  IT IS 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST
 AJ0178'AND 2.0 FEET EAST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0178
 AJ0178                          STATION RECOVERY (1963)
 AJ0178
 AJ0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0530 ***********************************************************************
 AJ0530  DESIGNATION -  N 626
 AJ0530  PID         -  AJ0530
 AJ0530  STATE/COUNTY-  TX/JIM HOGG
 AJ0530  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0530
 AJ0530                         *CURRENT SURVEY CONTROL
 AJ0530  ___________________________________________________________________
 AJ0530* NAD 83(1986)-  27 12 16.     (N)    098 37 29.     (W)     SCALED    
 AJ0530* NAVD 88     -       147.271  (meters)     483.17   (feet)  ADJUSTED  
 AJ0530  ___________________________________________________________________
 AJ0530  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AJ0530  DYNAMIC HT  -         147.035 (meters)     482.40  (feet)  COMP
 AJ0530  MODELED GRAV-     979,043.9   (mgal)                       NAVD 88
 AJ0530
 AJ0530  VERT ORDER  -  SECOND    CLASS 0
 AJ0530
 AJ0530.The horizontal coordinates were scaled from a topographic map and have
 AJ0530.an estimated accuracy of +/- 6 seconds.
 AJ0530
 AJ0530.The orthometric height was determined by differential leveling
 AJ0530.and adjusted by the National Geodetic Survey in June 1991..
 AJ0530
 AJ0530.The geoid height was determined by GEOID03.
 AJ0530
 AJ0530.The dynamic height is computed by dividing the NAVD 88
 AJ0530.geopotential number by the normal gravity value computed on the
 AJ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0530.degrees latitude (g = 980.6199 gals.).
 AJ0530
 AJ0530.The modeled gravity was interpolated from observed gravity values.
 AJ0530
 AJ0530;                    North         East    Units  Estimated Accuracy
 AJ0530;SPC TX S     - 5,170,380.      287,640.      MT  (+/- 180 meters Scaled)
 AJ0530
 AJ0530                          SUPERSEDED SURVEY CONTROL
 AJ0530
 AJ0530  NGVD 29 (??/??/92)  147.309  (m)          483.30   (f) ADJ UNCH    2 0
 AJ0530
 AJ0530.Superseded values are not recommended for survey control.
 AJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0530.See file dsdata.txt to determine how the superseded data were derived.
 AJ0530
 AJ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR371091(NAD 83)
 AJ0530_MARKER: DB = BENCH MARK DISK
 AJ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0530_STAMPING: N 626 1942
 AJ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0530+STABILITY: SURFACE MOTION
 AJ0530
 AJ0530  HISTORY     - Date     Condition        Report By
 AJ0530  HISTORY     - 1942     MONUMENTED       CGS
 AJ0530  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0530
 AJ0530                          STATION DESCRIPTION
 AJ0530
 AJ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0530'8.8 MI SE FROM HEBBRONVILLE.
 AJ0530'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0530'PROCEED 8.8 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTAVISTA TO THE
 AJ0530'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE NORTH OF
 AJ0530'INTERSECTION OF ROAD LEADING EAST, 30.0 FEET WEST OF AND ABOUT 1.0
 AJ0530'FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS ABOUT 0.1 MILE SOUTH OF
 AJ0530'A CURVE IN THE ROAD, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST
 AJ0530'AND 1.0 FOOT EAST OF FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
 AJ0530
 AJ0530                          STATION RECOVERY (1972)
 AJ0530
 AJ0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0396 ***********************************************************************
 AJ0396  DESIGNATION -  N 627
 AJ0396  PID         -  AJ0396
 AJ0396  STATE/COUNTY-  TX/BROOKS
 AJ0396  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0396
 AJ0396                         *CURRENT SURVEY CONTROL
 AJ0396  ___________________________________________________________________
 AJ0396* NAD 83(1986)-  27 13 36.     (N)    098 23 54.     (W)     SCALED    
 AJ0396* NAVD 88     -        99.053  (meters)     324.98   (feet)  ADJUSTED  
 AJ0396  ___________________________________________________________________
 AJ0396  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AJ0396  DYNAMIC HT  -          98.895 (meters)     324.46  (feet)  COMP
 AJ0396  MODELED GRAV-     979,056.5   (mgal)                       NAVD 88
 AJ0396
 AJ0396  VERT ORDER  -  SECOND    CLASS 0
 AJ0396
 AJ0396.The horizontal coordinates were scaled from a topographic map and have
 AJ0396.an estimated accuracy of +/- 6 seconds.
 AJ0396
 AJ0396.The orthometric height was determined by differential leveling
 AJ0396.and adjusted by the National Geodetic Survey in June 1991..
 AJ0396
 AJ0396.The geoid height was determined by GEOID03.
 AJ0396
 AJ0396.The dynamic height is computed by dividing the NAVD 88
 AJ0396.geopotential number by the normal gravity value computed on the
 AJ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0396.degrees latitude (g = 980.6199 gals.).
 AJ0396
 AJ0396.The modeled gravity was interpolated from observed gravity values.
 AJ0396
 AJ0396;                    North         East    Units  Estimated Accuracy
 AJ0396;SPC TX S     - 5,172,840.      310,070.      MT  (+/- 180 meters Scaled)
 AJ0396
 AJ0396                          SUPERSEDED SURVEY CONTROL
 AJ0396
 AJ0396  NGVD 29 (??/??/92)   99.137  (m)          325.25   (f) ADJ UNCH    2 0
 AJ0396
 AJ0396.Superseded values are not recommended for survey control.
 AJ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0396.See file dsdata.txt to determine how the superseded data were derived.
 AJ0396
 AJ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR595116(NAD 83)
 AJ0396_MARKER: DB = BENCH MARK DISK
 AJ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0396_STAMPING: N 627 1942
 AJ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0396+STABILITY: SURFACE MOTION
 AJ0396
 AJ0396  HISTORY     - Date     Condition        Report By
 AJ0396  HISTORY     - 1942     MONUMENTED       CGS
 AJ0396  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0396
 AJ0396                          STATION DESCRIPTION
 AJ0396
 AJ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0396'18.6 MI SW FROM FALFURRIAS.
 AJ0396'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 15.6
 AJ0396'MILES WESTERLY ALONG STATE HIGHWAY TO THE INTERSECTION OF ROAD LEADING
 AJ0396'SOUTH TO SEJITA.  THENCE, GO 3.0 MILES SOUTHERLY ALONG THE TRACK ROAD
 AJ0396'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 1.4 MILES NORTH OF
 AJ0396'THE PALOS RANCH HOUSE, 15.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AJ0396'CENTERLINE OF THE ROAD.  IT IS ABOUT 0.1 MILE SOUTH OF A GATE ACROSS
 AJ0396'THE ROAD AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE
 AJ0396'MONUMENT PROJECTS 0.8 FOOT.
 AJ0396
 AJ0396                          STATION RECOVERY (1968)
 AJ0396
 AJ0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0121 ***********************************************************************
 AE0121  DESIGNATION -  N 628
 AE0121  PID         -  AE0121
 AE0121  STATE/COUNTY-  TX/BROOKS
 AE0121  USGS QUAD   -  TACUBAYA (1993)
 AE0121
 AE0121                         *CURRENT SURVEY CONTROL
 AE0121  ___________________________________________________________________
 AE0121* NAD 83(1986)-  26 55 32.     (N)    098 22 02.     (W)     SCALED    
 AE0121* NAVD 88     -        71.587  (meters)     234.87   (feet)  ADJUSTED  
 AE0121  ___________________________________________________________________
 AE0121  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AE0121  DYNAMIC HT  -          71.471 (meters)     234.48  (feet)  COMP
 AE0121  MODELED GRAV-     979,026.6   (mgal)                       NAVD 88
 AE0121
 AE0121  VERT ORDER  -  SECOND    CLASS 0
 AE0121
 AE0121.The horizontal coordinates were scaled from a topographic map and have
 AE0121.an estimated accuracy of +/- 6 seconds.
 AE0121
 AE0121.The orthometric height was determined by differential leveling
 AE0121.and adjusted by the National Geodetic Survey in June 1991..
 AE0121
 AE0121.The geoid height was determined by GEOID03.
 AE0121
 AE0121.The dynamic height is computed by dividing the NAVD 88
 AE0121.geopotential number by the normal gravity value computed on the
 AE0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0121.degrees latitude (g = 980.6199 gals.).
 AE0121
 AE0121.The modeled gravity was interpolated from observed gravity values.
 AE0121
 AE0121;                    North         East    Units  Estimated Accuracy
 AE0121;SPC TX S     - 5,139,480.      313,190.      MT  (+/- 180 meters Scaled)
 AE0121
 AE0121                          SUPERSEDED SURVEY CONTROL
 AE0121
 AE0121  NGVD 29 (??/??/92)   71.646  (m)          235.06   (f) ADJ UNCH    2 0
 AE0121
 AE0121.Superseded values are not recommended for survey control.
 AE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0121.See file dsdata.txt to determine how the superseded data were derived.
 AE0121
 AE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ628783(NAD 83)
 AE0121_MARKER: DB = BENCH MARK DISK
 AE0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0121_STAMPING: N 628 1942
 AE0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0121+STABILITY: SURFACE MOTION
 AE0121
 AE0121  HISTORY     - Date     Condition        Report By
 AE0121  HISTORY     - 1942     MONUMENTED       CGS
 AE0121
 AE0121                          STATION DESCRIPTION
 AE0121
 AE0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0121'16.0 MI W FROM RACHAL.
 AE0121'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0121'PROCEED 16.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0121'MARK.  BENCH MARK IS 8.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AE0121'THE CENTERLINE OF THE ROAD, 12.0 FEET EAST OF THE CENTER OF WOODEN
 AE0121'GATE IN LINE FENCE, 2.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND
 AE0121'1.0 FOOT NORTH OF FENCE, THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0110 ***********************************************************************
 AE0110  DESIGNATION -  N 629
 AE0110  PID         -  AE0110
 AE0110  STATE/COUNTY-  TX/BROOKS
 AE0110  USGS QUAD   -  TACUBAYA (1993)
 AE0110
 AE0110                         *CURRENT SURVEY CONTROL
 AE0110  ___________________________________________________________________
 AE0110* NAD 83(1986)-  26 54 31.     (N)    098 18 23.     (W)     SCALED    
 AE0110* NAVD 88     -        86.463  (meters)     283.67   (feet)  ADJUSTED  
 AE0110  ___________________________________________________________________
 AE0110  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AE0110  DYNAMIC HT  -          86.323 (meters)     283.21  (feet)  COMP
 AE0110  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 AE0110
 AE0110  VERT ORDER  -  SECOND    CLASS 0
 AE0110
 AE0110.The horizontal coordinates were scaled from a topographic map and have
 AE0110.an estimated accuracy of +/- 6 seconds.
 AE0110
 AE0110.The orthometric height was determined by differential leveling
 AE0110.and adjusted by the National Geodetic Survey in June 1991..
 AE0110
 AE0110.The geoid height was determined by GEOID03.
 AE0110
 AE0110.The dynamic height is computed by dividing the NAVD 88
 AE0110.geopotential number by the normal gravity value computed on the
 AE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0110.degrees latitude (g = 980.6199 gals.).
 AE0110
 AE0110.The modeled gravity was interpolated from observed gravity values.
 AE0110
 AE0110;                    North         East    Units  Estimated Accuracy
 AE0110;SPC TX S     - 5,137,610.      319,230.      MT  (+/- 180 meters Scaled)
 AE0110
 AE0110                          SUPERSEDED SURVEY CONTROL
 AE0110
 AE0110  NGVD 29 (??/??/92)   86.524  (m)          283.87   (f) ADJ UNCH    2 0
 AE0110
 AE0110.Superseded values are not recommended for survey control.
 AE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0110.See file dsdata.txt to determine how the superseded data were derived.
 AE0110
 AE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ688765(NAD 83)
 AE0110_MARKER: DB = BENCH MARK DISK
 AE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0110_STAMPING: N 629 1942
 AE0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0110+STABILITY: SURFACE MOTION
 AE0110
 AE0110  HISTORY     - Date     Condition        Report By
 AE0110  HISTORY     - 1942     MONUMENTED       CGS
 AE0110
 AE0110                          STATION DESCRIPTION
 AE0110
 AE0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0110'12.3 MI W FROM RACHAL.
 AE0110'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0110'PROCEED 11.7 MILES WESTERLY ALONG TRACK ROAD TO INTERSECTION OF
 AE0110'NORTH-SOUTH ROAD.  THENCE, GO 0.6 MILE SOUTH ALONG ROAD TO THE SITE OF
 AE0110'THE BENCH MARK.  BENCH MARK IS ABOUT 400.0 FEET NORTH OF AN OIL WELL
 AE0110'PUMPING STATION, 26.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0110'CENTERLINE OF THE ROAD.  IT IS 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AE0110'MARKER POST AND 1.0 FOOT EAST OF FENCE.  THE MONUMENT PROJECTS 0.4
 AE0110'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0063 ***********************************************************************
 AE0063  DESIGNATION -  N 630
 AE0063  PID         -  AE0063
 AE0063  STATE/COUNTY-  TX/HIDALGO
 AE0063  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0063
 AE0063                         *CURRENT SURVEY CONTROL
 AE0063  ___________________________________________________________________
 AE0063* NAD 83(1986)-  26 36 37.     (N)    098 15 46.     (W)     SCALED    
 AE0063* NAVD 88     -        43.267  (meters)     141.95   (feet)  ADJUSTED  
 AE0063  ___________________________________________________________________
 AE0063  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AE0063  DYNAMIC HT  -          43.197 (meters)     141.72  (feet)  COMP
 AE0063  MODELED GRAV-     979,029.6   (mgal)                       NAVD 88
 AE0063
 AE0063  VERT ORDER  -  SECOND    CLASS 0
 AE0063
 AE0063.The horizontal coordinates were scaled from a topographic map and have
 AE0063.an estimated accuracy of +/- 6 seconds.
 AE0063
 AE0063.The orthometric height was determined by differential leveling
 AE0063.and adjusted by the National Geodetic Survey in June 1991..
 AE0063
 AE0063.The geoid height was determined by GEOID03.
 AE0063
 AE0063.The dynamic height is computed by dividing the NAVD 88
 AE0063.geopotential number by the normal gravity value computed on the
 AE0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0063.degrees latitude (g = 980.6199 gals.).
 AE0063
 AE0063.The modeled gravity was interpolated from observed gravity values.
 AE0063
 AE0063;                    North         East    Units  Estimated Accuracy
 AE0063;SPC TX S     - 5,104,570.      323,620.      MT  (+/- 180 meters Scaled)
 AE0063
 AE0063                          SUPERSEDED SURVEY CONTROL
 AE0063
 AE0063  NGVD 29 (??/??/92)   43.365  (m)          142.27   (f) ADJ UNCH    2 0
 AE0063
 AE0063.Superseded values are not recommended for survey control.
 AE0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0063.See file dsdata.txt to determine how the superseded data were derived.
 AE0063
 AE0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ733434(NAD 83)
 AE0063_MARKER: DB = BENCH MARK DISK
 AE0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0063_STAMPING: N 630 1942
 AE0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0063+STABILITY: SURFACE MOTION
 AE0063
 AE0063  HISTORY     - Date     Condition        Report By
 AE0063  HISTORY     - 1942     MONUMENTED       CGS
 AE0063  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0063  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0063
 AE0063                          STATION DESCRIPTION
 AE0063
 AE0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0063'8.2 MI W FROM LINN.
 AE0063'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT LINN-- PROCEED
 AE0063'8.2 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AE0063'BENCH MARK IS 26.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AE0063'CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST
 AE0063'AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0063
 AE0063                          STATION RECOVERY (1961)
 AE0063
 AE0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AE0063'MARK NOT FOUND.
 AE0063
 AE0063                          STATION RECOVERY (1992)
 AE0063
 AE0063'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0389 ***********************************************************************
 AX0389  DESIGNATION -  N 631
 AX0389  PID         -  AX0389
 AX0389  STATE/COUNTY-  TX/WHARTON
 AX0389  USGS QUAD   -  LANE CITY (1980)
 AX0389
 AX0389                         *CURRENT SURVEY CONTROL
 AX0389  ___________________________________________________________________
 AX0389* NAD 83(1986)-  29 14 43.     (N)    096 02 41.     (W)     SCALED    
 AX0389* NAVD 88     -        27.39   (+/-2cm)      89.9    (feet)  VERTCON   
 AX0389  ___________________________________________________________________
 AX0389  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0389
 AX0389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0389
 AX0389.The horizontal coordinates were scaled from a topographic map and have
 AX0389.an estimated accuracy of +/- 6 seconds.
 AX0389
 AX0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0389.The vertical order pertains to the NGVD 29 superseded value.
 AX0389
 AX0389.The geoid height was determined by GEOID03.
 AX0389
 AX0389;                    North         East    Units  Estimated Accuracy
 AX0389;SPC TXSC     - 4,160,110.      887,210.      MT  (+/- 180 meters Scaled)
 AX0389
 AX0389                          SUPERSEDED SURVEY CONTROL
 AX0389
 AX0389  NGVD 29 (??/??/92)   27.396  (m)           89.88   (f) ADJ UNCH    2 0
 AX0389
 AX0389.Superseded values are not recommended for survey control.
 AX0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0389.See file dsdata.txt to determine how the superseded data were derived.
 AX0389
 AX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT872387(NAD 83)
 AX0389_MARKER: DB = BENCH MARK DISK
 AX0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0389_SP_SET: CULVERT
 AX0389_STAMPING: N 631 1942
 AX0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0389
 AX0389  HISTORY     - Date     Condition        Report By
 AX0389  HISTORY     - 1942     MONUMENTED       CGS
 AX0389
 AX0389                          STATION DESCRIPTION
 AX0389
 AX0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AX0389'2.5 MI NW FROM LANE CITY.
 AX0389'TO REACH FROM THE POWERLINE SUBSTATION AT LANE CITY-- PROCEED 2.5
 AX0389'MILES NORTHWESTERLY ALONG STATE HIGHWAY NO.60 TO THE SITE OF THE BENCH
 AX0389'MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTH OF RAILROAD MILE POLE NO.
 AX0389'40, ABOUT 85.0 FEET WEST OF THE CENTERLINE OF THE SANTA FE TRACK AND
 AX0389'15.0 FEET EAST OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE
 AX0389'HIGHWAY.  IT IS SET HORIZONTALLY IN THE NORTH END OF THE EAST HEADWALL
 AX0389'OF A MULTIPLE 6X6 FOOT CONCRETE BOX CULVERT.  A STANDARD DISK STAMPED
 AX0389'N 631 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0915 ***********************************************************************
 AH0915  DESIGNATION -  N 632
 AH0915  PID         -  AH0915
 AH0915  STATE/COUNTY-  TX/KLEBERG
 AH0915  USGS QUAD   -  LAURELES RANCH (1975)
 AH0915
 AH0915                         *CURRENT SURVEY CONTROL
 AH0915  ___________________________________________________________________
 AH0915* NAD 83(1986)-  27 31 55.     (N)    097 32 10.     (W)     SCALED    
 AH0915* NAVD 88     -         5.813  (meters)      19.07   (feet)  ADJUSTED  
 AH0915  ___________________________________________________________________
 AH0915  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH0915  DYNAMIC HT  -           5.804 (meters)      19.04  (feet)  COMP
 AH0915  MODELED GRAV-     979,114.4   (mgal)                       NAVD 88
 AH0915
 AH0915  VERT ORDER  -  SECOND    CLASS 0
 AH0915
 AH0915.The horizontal coordinates were scaled from a topographic map and have
 AH0915.an estimated accuracy of +/- 6 seconds.
 AH0915
 AH0915.The orthometric height was determined by differential leveling
 AH0915.and adjusted by the National Geodetic Survey in June 1991..
 AH0915
 AH0915.The geoid height was determined by GEOID03.
 AH0915
 AH0915.The dynamic height is computed by dividing the NAVD 88
 AH0915.geopotential number by the normal gravity value computed on the
 AH0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0915.degrees latitude (g = 980.6199 gals.).
 AH0915
 AH0915.The modeled gravity was interpolated from observed gravity values.
 AH0915
 AH0915;                    North         East    Units  Estimated Accuracy
 AH0915;SPC TX S     - 5,207,020.      395,210.      MT  (+/- 180 meters Scaled)
 AH0915
 AH0915                          SUPERSEDED SURVEY CONTROL
 AH0915
 AH0915  NGVD 29 (??/??/92)    5.946  (m)           19.51   (f) ADJ UNCH    2 0
 AH0915
 AH0915.Superseded values are not recommended for survey control.
 AH0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0915.See file dsdata.txt to determine how the superseded data were derived.
 AH0915
 AH0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR445462(NAD 83)
 AH0915_MARKER: DB = BENCH MARK DISK
 AH0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0915_STAMPING: N 632 1942
 AH0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0915+STABILITY: SURFACE MOTION
 AH0915
 AH0915  HISTORY     - Date     Condition        Report By
 AH0915  HISTORY     - 1942     MONUMENTED       CGS
 AH0915  HISTORY     - 1951     GOOD             NGS
 AH0915
 AH0915                          STATION DESCRIPTION
 AH0915
 AH0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0915'1.7 MI SW FROM LAURELES RANCH.
 AH0915'1.7 MILES SOUTHWEST ALONG AN ASPHALT ROAD FROM THE HEADQUARTERS AT
 AH0915'LAURELES RANCH, 393 FEET WEST OF THE SOUTHWEST CORNER OF A BRIDGE OVER
 AH0915'AGUA DULCE CREEK, 86 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40
 AH0915'FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 3
 AH0915'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0915'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0454 ***********************************************************************
 AH0454  DESIGNATION -  N 633
 AH0454  PID         -  AH0454
 AH0454  STATE/COUNTY-  TX/KLEBERG
 AH0454  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH0454
 AH0454                         *CURRENT SURVEY CONTROL
 AH0454  ___________________________________________________________________
 AH0454* NAD 83(1986)-  27 27 22.     (N)    097 22 48.     (W)     SCALED    
 AH0454* NAVD 88     -         6.192  (meters)      20.31   (feet)  ADJUSTED  
 AH0454  ___________________________________________________________________
 AH0454  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH0454  DYNAMIC HT  -           6.182 (meters)      20.28  (feet)  COMP
 AH0454  MODELED GRAV-     979,117.0   (mgal)                       NAVD 88
 AH0454
 AH0454  VERT ORDER  -  SECOND    CLASS 0
 AH0454
 AH0454.The horizontal coordinates were scaled from a topographic map and have
 AH0454.an estimated accuracy of +/- 6 seconds.
 AH0454
 AH0454.The orthometric height was determined by differential leveling
 AH0454.and adjusted by the National Geodetic Survey in June 1991..
 AH0454
 AH0454.The geoid height was determined by GEOID03.
 AH0454
 AH0454.The dynamic height is computed by dividing the NAVD 88
 AH0454.geopotential number by the normal gravity value computed on the
 AH0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0454.degrees latitude (g = 980.6199 gals.).
 AH0454
 AH0454.The modeled gravity was interpolated from observed gravity values.
 AH0454
 AH0454;                    North         East    Units  Estimated Accuracy
 AH0454;SPC TX S     - 5,198,750.      410,700.      MT  (+/- 180 meters Scaled)
 AH0454
 AH0454                          SUPERSEDED SURVEY CONTROL
 AH0454
 AH0454  NGVD 29 (??/??/92)    6.334  (m)           20.78   (f) ADJ UNCH    2 0
 AH0454
 AH0454.Superseded values are not recommended for survey control.
 AH0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0454.See file dsdata.txt to determine how the superseded data were derived.
 AH0454
 AH0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR600379(NAD 83)
 AH0454_MARKER: DB = BENCH MARK DISK
 AH0454_SETTING: 0 = UNSPECIFIED SETTING
 AH0454_STAMPING: N 633 1942
 AH0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0454
 AH0454  HISTORY     - Date     Condition        Report By
 AH0454  HISTORY     - 1942     MONUMENTED       CGS
 AH0454  HISTORY     - 1949     GOOD             NGS
 AH0454
 AH0454                          STATION DESCRIPTION
 AH0454
 AH0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0454'10.8 MI SE FROM LAURELES RANCH.
 AH0454'TO REACH FROM LAURELES RANCH FOLLOW SINGLE LANE BLACK TOP E 3.8 MILES
 AH0454'TO ENTRANCE TO FORMER FLYING FIELD 12, TURN S AND CONTINUE ON BLACK
 AH0454'TOP ROAD 4.0 MILES TO A GATE AT OJO DE AGUA CAMP AND CORRALS, PASS
 AH0454'THROUGH GATE AND CONTINUE 1.7 MILES TO JUNCTION WITH ANOTHER SINGLE
 AH0454'LANE BLACK TOP ROAD, TURN NE ON SECOND BLACK TOP ROAD AND GO 1.4 MILE
 AH0454'TO BENCH MARK.  BENCH MARK IS 1.0 MILES WEST OF GATE ACROSS ROAD ALONG
 AH0454'SHORE OF LAGUNA MADRE, 0.7 MILE W OF NOVILLO WINDMILL, 330 FEET N OF
 AH0454'BLACK TOP ROAD, 3 FT. W OF A WITNESS POST, AND 1.0 FT. N OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0898 ***********************************************************************
 AH0898  DESIGNATION -  N 636
 AH0898  PID         -  AH0898
 AH0898  STATE/COUNTY-  TX/KLEBERG
 AH0898  USGS QUAD   -  CONCORDIA (1975)
 AH0898
 AH0898                         *CURRENT SURVEY CONTROL
 AH0898  ___________________________________________________________________
 AH0898* NAD 83(1986)-  27 31 48.     (N)    097 41 00.     (W)     SCALED    
 AH0898* NAVD 88     -        10.278  (meters)      33.72   (feet)  ADJUSTED  
 AH0898  ___________________________________________________________________
 AH0898  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AH0898  DYNAMIC HT  -          10.262 (meters)      33.67  (feet)  COMP
 AH0898  MODELED GRAV-     979,107.5   (mgal)                       NAVD 88
 AH0898
 AH0898  VERT ORDER  -  SECOND    CLASS 0
 AH0898
 AH0898.The horizontal coordinates were scaled from a topographic map and have
 AH0898.an estimated accuracy of +/- 6 seconds.
 AH0898
 AH0898.The orthometric height was determined by differential leveling
 AH0898.and adjusted by the National Geodetic Survey in June 1991..
 AH0898
 AH0898.The geoid height was determined by GEOID03.
 AH0898
 AH0898.The dynamic height is computed by dividing the NAVD 88
 AH0898.geopotential number by the normal gravity value computed on the
 AH0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0898.degrees latitude (g = 980.6199 gals.).
 AH0898
 AH0898.The modeled gravity was interpolated from observed gravity values.
 AH0898
 AH0898;                    North         East    Units  Estimated Accuracy
 AH0898;SPC TX S     - 5,206,710.      380,670.      MT  (+/- 180 meters Scaled)
 AH0898
 AH0898                          SUPERSEDED SURVEY CONTROL
 AH0898
 AH0898  NGVD 29 (??/??/92)   10.400  (m)           34.12   (f) ADJ UNCH    2 0
 AH0898
 AH0898.Superseded values are not recommended for survey control.
 AH0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0898.See file dsdata.txt to determine how the superseded data were derived.
 AH0898
 AH0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR300458(NAD 83)
 AH0898_MARKER: DB = BENCH MARK DISK
 AH0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0898_STAMPING: N 636 1942
 AH0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0898+STABILITY: SURFACE MOTION
 AH0898
 AH0898  HISTORY     - Date     Condition        Report By
 AH0898  HISTORY     - 1942     MONUMENTED       CGS
 AH0898  HISTORY     - 1949     GOOD             NGS
 AH0898
 AH0898                          STATION DESCRIPTION
 AH0898
 AH0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0898'11.5 MI E FROM KINGSVILLE.
 AH0898'LOCATED ON KING RANCH, 11.5 MILES E OF KINGSVILLE.  FROM JUNCTION OF
 AH0898'US HWY 77 AND ANGLE ROAD 0.4 MILE E OF COUNTY HOSPITAL IN KINGSVILLE,
 AH0898'GO 1.9 MILES DUE E TO T ROAD INTERSECTION, THEN WIND 1.6 MILES NE
 AH0898'ALONG PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED GATE
 AH0898'ENTERING KING RANCH AT THE SAN FERNANDO CREEK, AND CONTINUE 7.6 MILES
 AH0898'E ALONG PAVED ROAD TO BENCH MARK.  0.9 MILES W OF BUMP-GATE, 1.5 MILES
 AH0898'E OF NORIA HONDA WINDMILL, 52 FT. S OF ROAD CENTERLINE AND 3 FT. W OF
 AH0898'WITNESS POST.  STANDARD DISK STAMPED N 636 1942 SET IN TOP OF A 6X6
 AH0898'INCH CONCRETE MONUMENT PROJECTING 0.6 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0623 ***********************************************************************
 AH0623  DESIGNATION -  N 637
 AH0623  PID         -  AH0623
 AH0623  STATE/COUNTY-  TX/KENEDY
 AH0623  USGS QUAD   -  LA PARRA RANCH NE (1975)
 AH0623
 AH0623                         *CURRENT SURVEY CONTROL
 AH0623  ___________________________________________________________________
 AH0623* NAD 83(1986)-  27 14 33.     (N)    097 35 48.     (W)     SCALED    
 AH0623* NAVD 88     -         2.663  (meters)       8.74   (feet)  ADJUSTED  
 AH0623  ___________________________________________________________________
 AH0623  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AH0623  DYNAMIC HT  -           2.659 (meters)       8.72  (feet)  COMP
 AH0623  MODELED GRAV-     979,104.6   (mgal)                       NAVD 88
 AH0623
 AH0623  VERT ORDER  -  SECOND    CLASS 0
 AH0623
 AH0623.The horizontal coordinates were scaled from a topographic map and have
 AH0623.an estimated accuracy of +/- 6 seconds.
 AH0623
 AH0623.The orthometric height was determined by differential leveling
 AH0623.and adjusted by the National Geodetic Survey in June 1991..
 AH0623
 AH0623.The geoid height was determined by GEOID03.
 AH0623
 AH0623.The dynamic height is computed by dividing the NAVD 88
 AH0623.geopotential number by the normal gravity value computed on the
 AH0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0623.degrees latitude (g = 980.6199 gals.).
 AH0623
 AH0623.The modeled gravity was interpolated from observed gravity values.
 AH0623
 AH0623;                    North         East    Units  Estimated Accuracy
 AH0623;SPC TX S     - 5,174,910.      389,460.      MT  (+/- 180 meters Scaled)
 AH0623
 AH0623                          SUPERSEDED SURVEY CONTROL
 AH0623
 AH0623  NGVD 29 (??/??/92)    2.751  (m)            9.03   (f) ADJ UNCH    2 0
 AH0623
 AH0623.Superseded values are not recommended for survey control.
 AH0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0623.See file dsdata.txt to determine how the superseded data were derived.
 AH0623
 AH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR389140(NAD 83)
 AH0623_MARKER: DB = BENCH MARK DISK
 AH0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0623_STAMPING: N 637 1942
 AH0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0623+STABILITY: SURFACE MOTION
 AH0623
 AH0623  HISTORY     - Date     Condition        Report By
 AH0623  HISTORY     - 1942     MONUMENTED       CGS
 AH0623  HISTORY     - 1949     GOOD             NGS
 AH0623
 AH0623                          STATION DESCRIPTION
 AH0623
 AH0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0623'11.5 MI NE FROM SARITA.
 AH0623'LOCATED ON KENEDY RANCH, 11.5 MILES NE OF SARITA.  TO REACH FROM POST
 AH0623'OFFICE IN SARITA, GO E ON DIRT ROAD 5.8 MILES TO Y JUST W OF RANCH
 AH0623'HOUSE, THEN 0.8 MILE ALONG LEFT FORK TO Y, THEN TAKE RIGHT FORK AND
 AH0623'FOLLOW GRADED ROAD 4.1 MILES NE TO BAFFIN BAY, THEN SE ALONG BAY SHORE
 AH0623'TRAIL 3.4 MILES TO BENCH MARK.  BENCH MARK IS 119 FT. S OF BLUFF LINE,
 AH0623'51 FT. N OF N EDGE OF A CLUMP OF LIVE OAK BUSHES, 27 FT. S OF THE
 AH0623'ROAD, AND 3 FT. N OF A WITNESS POST.  A STANDARD DISK STAMPED N 637
 AH0623'1942 SET IN TOP OF A 6 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.5
 AH0623'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0631 ***********************************************************************
 AH0631  DESIGNATION -  N 638
 AH0631  PID         -  AH0631
 AH0631  STATE/COUNTY-  TX/KENEDY
 AH0631  USGS QUAD   -  LA PARRA RANCH SW (1975)
 AH0631
 AH0631                         *CURRENT SURVEY CONTROL
 AH0631  ___________________________________________________________________
 AH0631* NAD 83(1986)-  27 00 53.     (N)    097 40 07.     (W)     SCALED    
 AH0631* NAVD 88     -         6.476  (meters)      21.25   (feet)  ADJUSTED  
 AH0631  ___________________________________________________________________
 AH0631  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AH0631  DYNAMIC HT  -           6.466 (meters)      21.21  (feet)  COMP
 AH0631  MODELED GRAV-     979,088.2   (mgal)                       NAVD 88
 AH0631
 AH0631  VERT ORDER  -  SECOND    CLASS 0
 AH0631
 AH0631.The horizontal coordinates were scaled from a topographic map and have
 AH0631.an estimated accuracy of +/- 6 seconds.
 AH0631
 AH0631.The orthometric height was determined by differential leveling
 AH0631.and adjusted by the National Geodetic Survey in June 1991..
 AH0631
 AH0631.The geoid height was determined by GEOID03.
 AH0631
 AH0631.The dynamic height is computed by dividing the NAVD 88
 AH0631.geopotential number by the normal gravity value computed on the
 AH0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0631.degrees latitude (g = 980.6199 gals.).
 AH0631
 AH0631.The modeled gravity was interpolated from observed gravity values.
 AH0631
 AH0631;                    North         East    Units  Estimated Accuracy
 AH0631;SPC TX S     - 5,149,630.      382,500.      MT  (+/- 180 meters Scaled)
 AH0631
 AH0631                          SUPERSEDED SURVEY CONTROL
 AH0631
 AH0631  NGVD 29 (??/??/92)    6.545  (m)           21.47   (f) ADJ UNCH    2 0
 AH0631
 AH0631.Superseded values are not recommended for survey control.
 AH0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0631.See file dsdata.txt to determine how the superseded data were derived.
 AH0631
 AH0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ320887(NAD 83)
 AH0631_MARKER: DB = BENCH MARK DISK
 AH0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0631_STAMPING: N 638 1942
 AH0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0631+STABILITY: SURFACE MOTION
 AH0631
 AH0631  HISTORY     - Date     Condition        Report By
 AH0631  HISTORY     - 1942     MONUMENTED       CGS
 AH0631  HISTORY     - 1949     GOOD             NGS
 AH0631  HISTORY     - 1953     GOOD             USGS
 AH0631
 AH0631                          STATION DESCRIPTION
 AH0631
 AH0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0631'10 MI NE FROM TURCOTTE.
 AH0631'LOCATED ABOUT 10 MILES NE OF TURCOTTE.  TO REACH FROM TWO HOUSES ON W
 AH0631'SIDE OF ROAD AT TURCOTTE, GO N ON U.S. HWY 77 2.25 MILES TO LOCKED
 AH0631'GATE, TURN RIGHT AND GO E ALONG RANCH ROAD 9.3 MILES TO METAL GATE,
 AH0631'PASS THROUGH GATE AND GO 0.1 MILE TO MARANA RANCH BUILDINGS AND
 AH0631'WINDMILL, TURN RIGHT AND GO S ON GRADED ROAD 0.8 MILE TO BENCH MARK.
 AH0631'BENCH MARK IS 128 FT. W OF ROAD, 192 FT. E OF FENCE, AND 440 FT. SE OF
 AH0631'GATE.  A STANDARD DISK STAMPED N 638 1942 IN TOP OF A 6 INCH SQUARE
 AH0631'CONCRETE MONUMENT PROJECTING 0.5 FT.
 AH0631
 AH0631                          STATION RECOVERY (1953)
 AH0631
 AH0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AH0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7072 ***********************************************************************
 AW7072  DESIGNATION -  N 639 RESET
 AW7072  PID         -  AW7072
 AW7072  STATE/COUNTY-  TX/HARRIS
 AW7072  USGS QUAD   -  LEAGUE CITY (1995)
 AW7072
 AW7072                         *CURRENT SURVEY CONTROL
 AW7072  ___________________________________________________________________
 AW7072* NAD 83(1986)-  29 31 20.     (N)    095 06 12.     (W)     SCALED    
 AW7072* NAVD 88     -         4.391  (meters)      14.41   (feet)  ADJUSTED  
 AW7072  ___________________________________________________________________
 AW7072  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW7072  DYNAMIC HT  -           4.385 (meters)      14.39  (feet)  COMP
 AW7072  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 AW7072
 AW7072  VERT ORDER  -  FIRST     CLASS II
 AW7072
 AW7072.The horizontal coordinates were scaled from a topographic map and have
 AW7072.an estimated accuracy of +/- 6 seconds.
 AW7072
 AW7072.The orthometric height was determined by differential leveling
 AW7072.and adjusted by the National Geodetic Survey in March 1997..
 AW7072
 AW7072.The geoid height was determined by GEOID03.
 AW7072
 AW7072.The dynamic height is computed by dividing the NAVD 88
 AW7072.geopotential number by the normal gravity value computed on the
 AW7072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW7072.degrees latitude (g = 980.6199 gals.).
 AW7072
 AW7072.The modeled gravity was interpolated from observed gravity values.
 AW7072
 AW7072;                    North         East    Units  Estimated Accuracy
 AW7072;SPC TXSC     - 4,193,470.      977,640.      MT  (+/- 180 meters Scaled)
 AW7072
 AW7072                          SUPERSEDED SURVEY CONTROL
 AW7072
 AW7072  NGVD 29 (01/29/03)    4.42   (m)           14.5    (f) RESET       3  
 AW7072
 AW7072.Superseded values are not recommended for survey control.
 AW7072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7072.See file dsdata.txt to determine how the superseded data were derived.
 AW7072
 AW7072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN961676(NAD 83)
 AW7072_MARKER: DV = VERTICAL CONTROL DISK
 AW7072_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW7072_SP_SET: BRIDGE ABUTMENT
 AW7072_STAMPING: N 639 RESET 1987
 AW7072_MARK LOGO: NGS   
 AW7072_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW7072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7072+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW7072
 AW7072  HISTORY     - Date     Condition        Report By
 AW7072  HISTORY     - 1987     MONUMENTED       LOCENG
 AW7072  HISTORY     - 19961203 GOOD             NGS
 AW7072  HISTORY     - 20031104 GOOD             USPSQD
 AW7072  HISTORY     - 20050114 GOOD             USPSQD
 AW7072
 AW7072                          STATION DESCRIPTION
 AW7072
 AW7072'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 AW7072'1.05 MILES (1.69 KM) NORTHWEST OF THE GALVESTON, HOUSTON, AND
 AW7072'HENDERSON RAILROAD FROM CROSSING OF FARM ROAD 518 AT LEAGUE CITY,
 AW7072'0.25 MILES (0.40 KM) SOUTHEAST OF THE CROSSING OF NORTH FONDREN ROAD,
 AW7072'DIRECTLY OPPOSITE RAILROAD BRIDGE, IN THE NORTH APPROACH SLAB, 53.20
 AW7072'FEET (16.22 M) EAST OF STATE HIGHWAY 3 CENTERLINE AND 0.92 FEET
 AW7072'(28.04 CM) NORTH OF NORTH ABUTMENT AT CLEAR CREEK AT COUNTY LINE
 AW7072'BRIDGE.
 AW7072
 AW7072                          STATION RECOVERY (1996)
 AW7072
 AW7072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW7072'2.3 KM (1.40 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW7072'OF NASA 1 HIGHWAY IN WEBSTER, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST
 AW7072'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF A HIGHWAY
 AW7072'BRIDGE SPANNING CLEAR CREEK, 8.6 M (28.2 FT) NORTHEAST OF AND LEVEL
 AW7072'WITH THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY.
 AW7072
 AW7072                          STATION RECOVERY (2003)
 AW7072
 AW7072'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW7072'RECOVERED IN GOOD CONDITION.
 AW7072
 AW7072                          STATION RECOVERY (2005)
 AW7072
 AW7072'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0051 ***********************************************************************
 AP0051  DESIGNATION -  N 64
 AP0051  PID         -  AP0051
 AP0051  STATE/COUNTY-  TX/MAVERICK
 AP0051  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0051
 AP0051                         *CURRENT SURVEY CONTROL
 AP0051  ___________________________________________________________________
 AP0051* NAD 83(1986)-  28 40 23.     (N)    100 18 57.     (W)     SCALED    
 AP0051* NAVD 88     -       256.509  (meters)     841.56   (feet)  POSTED    
 AP0051  ___________________________________________________________________
 AP0051  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AP0051  DYNAMIC HT  -         256.130 (meters)     840.32  (feet)  COMP
 AP0051  MODELED GRAV-     979,142.5   (mgal)                       NAVD 88
 AP0051
 AP0051  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AP0051
 AP0051.The horizontal coordinates were scaled from a topographic map and have
 AP0051.an estimated accuracy of +/- 6 seconds.
 AP0051
 AP0051.The orthometric height was determined by differential leveling
 AP0051.and adjusted by the National Geodetic Survey in 1992..
 AP0051.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AP0051.rate of 0.0 thru 1.0 mm/km.
 AP0051
 AP0051.The geoid height was determined by GEOID03.
 AP0051
 AP0051.The dynamic height is computed by dividing the NAVD 88
 AP0051.geopotential number by the normal gravity value computed on the
 AP0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0051.degrees latitude (g = 980.6199 gals.).
 AP0051
 AP0051.The modeled gravity was interpolated from observed gravity values.
 AP0051
 AP0051;                    North         East    Units  Estimated Accuracy
 AP0051;SPC TXSC     - 4,093,790.      471,400.      MT  (+/- 180 meters Scaled)
 AP0051
 AP0051                          SUPERSEDED SURVEY CONTROL
 AP0051
 AP0051.No superseded survey control is available for this station.
 AP0051
 AP0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS714724(NAD 83)
 AP0051_MARKER: DB = BENCH MARK DISK
 AP0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0051_STAMPING: N 64 1919
 AP0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0051+STABILITY: SURFACE MOTION
 AP0051
 AP0051  HISTORY     - Date     Condition        Report By
 AP0051  HISTORY     - 1919     MONUMENTED       CGS
 AP0051  HISTORY     - 1957     MARK NOT FOUND   NGS
 AP0051
 AP0051                          STATION DESCRIPTION
 AP0051
 AP0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0051'12.4 MI E FROM EAGLE PASS.
 AP0051'ABOUT 12.4 MILES SOUTH OF EAGLE PASS, MAVERICK COUNTY, ON THE WEST
 AP0051'SIDE OF THE EAGLE PASS-CARRIZO SPRINGS ROAD AND ABOUT 15 FEET SOUTH OF
 AP0051'A GATE.  A STANDARD DISK, STAMPED N 64 1919 AND SE. IN THE TOP OF A
 AP0051'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0567 ***********************************************************************
 AE0567  DESIGNATION -  N 641
 AE0567  PID         -  AE0567
 AE0567  STATE/COUNTY-  TX/HIDALGO
 AE0567  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0567
 AE0567                         *CURRENT SURVEY CONTROL
 AE0567  ___________________________________________________________________
 AE0567* NAD 83(1986)-  26 27 46.     (N)    098 18 54.     (W)     SCALED    
 AE0567* NAVD 88     -        66.178  (meters)     217.12   (feet)  ADJUSTED  
 AE0567  ___________________________________________________________________
 AE0567  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AE0567  DYNAMIC HT  -          66.070 (meters)     216.76  (feet)  COMP
 AE0567  MODELED GRAV-     979,013.6   (mgal)                       NAVD 88
 AE0567
 AE0567  VERT ORDER  -  SECOND    CLASS 0
 AE0567
 AE0567.The horizontal coordinates were scaled from a topographic map and have
 AE0567.an estimated accuracy of +/- 6 seconds.
 AE0567
 AE0567.The orthometric height was determined by differential leveling
 AE0567.and adjusted by the National Geodetic Survey in June 1991..
 AE0567
 AE0567.The geoid height was determined by GEOID03.
 AE0567
 AE0567.The dynamic height is computed by dividing the NAVD 88
 AE0567.geopotential number by the normal gravity value computed on the
 AE0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0567.degrees latitude (g = 980.6199 gals.).
 AE0567
 AE0567.The modeled gravity was interpolated from observed gravity values.
 AE0567
 AE0567;                    North         East    Units  Estimated Accuracy
 AE0567;SPC TX S     - 5,088,220.      318,450.      MT  (+/- 180 meters Scaled)
 AE0567
 AE0567                          SUPERSEDED SURVEY CONTROL
 AE0567
 AE0567  NGVD 29 (??/??/92)   66.272  (m)          217.43   (f) ADJ UNCH    2 0
 AE0567
 AE0567.Superseded values are not recommended for survey control.
 AE0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0567.See file dsdata.txt to determine how the superseded data were derived.
 AE0567
 AE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ682271(NAD 83)
 AE0567_MARKER: DB = BENCH MARK DISK
 AE0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0567_STAMPING: N 641 1942
 AE0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0567+STABILITY: SURFACE MOTION
 AE0567
 AE0567  HISTORY     - Date     Condition        Report By
 AE0567  HISTORY     - 1942     MONUMENTED       CGS
 AE0567  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0567
 AE0567                          STATION DESCRIPTION
 AE0567
 AE0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0567'6.1 MI E FROM MCCOOK.
 AE0567'TO REACH FROM SCHOOL HOUSE AT MCCOOK-- PROCEED 5.1 MILES EASTERLY
 AE0567'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING SOUTH.  THENCE, GO 1.0
 AE0567'MILE SOUTH ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AE0567'20.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0567'THE ROAD, 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AE0567'WEST OF FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
 AE0567
 AE0567                          STATION RECOVERY (1962)
 AE0567
 AE0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0025 ***********************************************************************
 AE0025  DESIGNATION -  N 642 RESET 1957
 AE0025  PID         -  AE0025
 AE0025  STATE/COUNTY-  TX/STARR
 AE0025  USGS QUAD   -  SAN ISIDRO (1993)
 AE0025
 AE0025                         *CURRENT SURVEY CONTROL
 AE0025  ___________________________________________________________________
 AE0025* NAD 83(1986)-  26 41 08.     (N)    098 26 01.     (W)     SCALED    
 AE0025* NAVD 88     -        91.74   (meters)     301.0    (feet)  RESET     
 AE0025  ___________________________________________________________________
 AE0025  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AE0025
 AE0025  VERT ORDER  -  THIRD
 AE0025
 AE0025.The horizontal coordinates were scaled from a topographic map and have
 AE0025.an estimated accuracy of +/- 6 seconds.
 AE0025
 AE0025.The orthometric height was computed from unverified reset data.
 AE0025
 AE0025.The geoid height was determined by GEOID03.
 AE0025
 AE0025;                    North         East    Units  Estimated Accuracy
 AE0025;SPC TX S     - 5,112,890.      306,610.      MT  (+/- 180 meters Scaled)
 AE0025
 AE0025                          SUPERSEDED SURVEY CONTROL
 AE0025
 AE0025.No superseded survey control is available for this station.
 AE0025
 AE0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ563517(NAD 83)
 AE0025_MARKER: DD = SURVEY DISK
 AE0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0025_STAMPING: N 642 RESET 1957
 AE0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0025+STABILITY: SURFACE MOTION
 AE0025
 AE0025  HISTORY     - Date     Condition        Report By
 AE0025  HISTORY     - 1957     MONUMENTED       TXHD
 AE0025  HISTORY     - 1959     GOOD             TXHD
 AE0025
 AE0025                          STATION DESCRIPTION
 AE0025
 AE0025'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AE0025'1.7 MI NW FROM DELMITA.
 AE0025'ABOUT 1.3 MILES WEST ALONG A BLACKTOP FM ROAD FROM THE POST OFFICE IN
 AE0025'DELMITA, STARR COUNTY, TO A T ROAD JUNCTION WITH FM ROAD 2294.  THEN
 AE0025'NORTH ALONG NO. 2294, 0.4 MILE TO THE MARK ON THE LEFT OR WEST IN THE
 AE0025'NORTHEAST CORNER OF A GARDEN AREA AND ABOUT 30 YARDS NORTHEAST OF A
 AE0025'SMALL FARM HOUSE.  IT IS 42 YARDS NORTH OF THE ENTRANCE GATE TO THE
 AE0025'HOUSE, 41 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST
 AE0025'OF THE WEST RIGHT-OF-WAY FENCE, 41 FEET LEFT OF HIGHWAY STA. 796+51. A
 AE0025'STANDARD C. AND G.S. BENCH MARK DISK STAMPED N 642 RESET 1957 IN A
 AE0025'CONCRETE FILLED IRON CYLINDER 6 INCHES IN DIAMETER AND PROJECTING
 AE0025'ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0999 ***********************************************************************
 AE0999  DESIGNATION -  N 643
 AE0999  PID         -  AE0999
 AE0999  STATE/COUNTY-  TX/STARR
 AE0999  USGS QUAD   -  RINCON (1993)
 AE0999
 AE0999                         *CURRENT SURVEY CONTROL
 AE0999  ___________________________________________________________________
 AE0999* NAD 83(1986)-  26 33 25.     (N)    098 32 27.     (W)     SCALED    
 AE0999* NAVD 88     -       126.166  (meters)     413.93   (feet)  ADJUSTED  
 AE0999  ___________________________________________________________________
 AE0999  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AE0999  DYNAMIC HT  -         125.959 (meters)     413.25  (feet)  COMP
 AE0999  MODELED GRAV-     979,000.4   (mgal)                       NAVD 88
 AE0999
 AE0999  VERT ORDER  -  SECOND    CLASS 0
 AE0999
 AE0999.The horizontal coordinates were scaled from a topographic map and have
 AE0999.an estimated accuracy of +/- 6 seconds.
 AE0999
 AE0999.The orthometric height was determined by differential leveling
 AE0999.and adjusted by the National Geodetic Survey in June 1991..
 AE0999
 AE0999.The geoid height was determined by GEOID03.
 AE0999
 AE0999.The dynamic height is computed by dividing the NAVD 88
 AE0999.geopotential number by the normal gravity value computed on the
 AE0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0999.degrees latitude (g = 980.6199 gals.).
 AE0999
 AE0999.The modeled gravity was interpolated from observed gravity values.
 AE0999
 AE0999;                    North         East    Units  Estimated Accuracy
 AE0999;SPC TX S     - 5,098,640.      295,930.      MT  (+/- 180 meters Scaled)
 AE0999
 AE0999                          SUPERSEDED SURVEY CONTROL
 AE0999
 AE0999  NGVD 29 (??/??/92)  126.231  (m)          414.14   (f) ADJ UNCH    2 0
 AE0999
 AE0999.Superseded values are not recommended for survey control.
 AE0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0999.See file dsdata.txt to determine how the superseded data were derived.
 AE0999
 AE0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ457374(NAD 83)
 AE0999_MARKER: DB = BENCH MARK DISK
 AE0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0999_STAMPING: N 643 1942
 AE0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0999+STABILITY: SURFACE MOTION
 AE0999
 AE0999  HISTORY     - Date     Condition        Report By
 AE0999  HISTORY     - 1942     MONUMENTED       CGS
 AE0999  HISTORY     - 1942     GOOD             NGS
 AE0999  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0999
 AE0999                          STATION DESCRIPTION
 AE0999
 AE0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0999'23.8 MI NE FROM RIO GRANDE CITY.
 AE0999'TO REACH FROM THE POST OFFICE AT RIO GRANDE CITY, PROCEED 16.4 MILES
 AE0999'NORTH ALONG THE HEBBRONVILLE ROAD TO THE INTERSECTION OF A DIRT ROAD
 AE0999'LEADING EAST, THENCE 7.4 MILES EAST ALONG DIRT ROAD TO SITE OF BENCH
 AE0999'MARK.  BENCH MARK IS 25.0 FEET NORTHWEST OF THE CENTERLINE OF
 AE0999'INTERSECTION OF CROSSROAD.  IT IS 20.0 FEET NORTH OF AND ABOUT 1.0
 AE0999'FEET ABOVE THE CENTERLINE OF THE EAST AND WEST ROAD, 15.0 FEET WEST OF
 AE0999'A CATTLE GUARD.  IT IS 1.5 FOOT SOUTH OF THE EAST AND WEST FENCE.
 AE0999'MONUMENT IS 3.0 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AE0999'PROJECTS 0.4 FOOT.
 AE0999
 AE0999                          STATION RECOVERY (1965)
 AE0999
 AE0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0562 ***********************************************************************
 AE0562  DESIGNATION -  N 645
 AE0562  PID         -  AE0562
 AE0562  STATE/COUNTY-  TX/HIDALGO
 AE0562  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0562
 AE0562                         *CURRENT SURVEY CONTROL
 AE0562  ___________________________________________________________________
 AE0562* NAD 83(1986)-  26 25 39.     (N)    098 21 49.     (W)     SCALED    
 AE0562* NAVD 88     -        81.399  (meters)     267.06   (feet)  ADJUSTED  
 AE0562  ___________________________________________________________________
 AE0562  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0562  DYNAMIC HT  -          81.265 (meters)     266.62  (feet)  COMP
 AE0562  MODELED GRAV-     979,006.7   (mgal)                       NAVD 88
 AE0562
 AE0562  VERT ORDER  -  SECOND    CLASS 0
 AE0562
 AE0562.The horizontal coordinates were scaled from a topographic map and have
 AE0562.an estimated accuracy of +/- 6 seconds.
 AE0562
 AE0562.The orthometric height was determined by differential leveling
 AE0562.and adjusted by the National Geodetic Survey in June 1991..
 AE0562
 AE0562.The geoid height was determined by GEOID03.
 AE0562
 AE0562.The dynamic height is computed by dividing the NAVD 88
 AE0562.geopotential number by the normal gravity value computed on the
 AE0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0562.degrees latitude (g = 980.6199 gals.).
 AE0562
 AE0562.The modeled gravity was interpolated from observed gravity values.
 AE0562
 AE0562;                    North         East    Units  Estimated Accuracy
 AE0562;SPC TX S     - 5,084,300.      313,600.      MT  (+/- 180 meters Scaled)
 AE0562
 AE0562                          SUPERSEDED SURVEY CONTROL
 AE0562
 AE0562  NGVD 29 (??/??/92)   81.49   (m)          267.4    (f) COMPUTED    2 0
 AE0562
 AE0562.Superseded values are not recommended for survey control.
 AE0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0562.See file dsdata.txt to determine how the superseded data were derived.
 AE0562
 AE0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ634231(NAD 83)
 AE0562_MARKER: DB = BENCH MARK DISK
 AE0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0562_STAMPING: N 645 1942
 AE0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0562+STABILITY: SURFACE MOTION
 AE0562
 AE0562  HISTORY     - Date     Condition        Report By
 AE0562  HISTORY     - 1942     MONUMENTED       CGS
 AE0562
 AE0562                          STATION DESCRIPTION
 AE0562
 AE0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0562'3.6 MI S FROM MCCOOK.
 AE0562'3.6 MILES SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT MCCOOK,
 AE0562'HIDALGO COUNTY, THENCE 2.1 MILES EAST ALONG A ROAD.  AT THE JUNCTION
 AE0562'OF A ROAD LEADING NORTH, ON THE OUTSIDE OF AN S-CURVE, 32 FEET
 AE0562'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 3 FEET NORTH OF A WHITE
 AE0562'WOODEN WITNESS POST, 1 FOOT WEST OF A FENCE, AND LEVEL WITH THE ROAD.
 AE0562'A STANDARD DISK, STAMPED N 645 1942 AND SET IN THE TOP OF A CONCRETE
 AE0562'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0563 ***********************************************************************
 AE0563  DESIGNATION -  N 645 RESET 1949
 AE0563  PID         -  AE0563
 AE0563  STATE/COUNTY-  TX/HIDALGO
 AE0563  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0563
 AE0563                         *CURRENT SURVEY CONTROL
 AE0563  ___________________________________________________________________
 AE0563* NAD 83(1986)-  26 25 39.     (N)    098 21 49.     (W)     SCALED    
 AE0563* NAVD 88     -        81.40   (meters)     267.1    (feet)  RESET     
 AE0563  ___________________________________________________________________
 AE0563  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0563
 AE0563  VERT ORDER  -  THIRD
 AE0563
 AE0563.The horizontal coordinates were scaled from a topographic map and have
 AE0563.an estimated accuracy of +/- 6 seconds.
 AE0563
 AE0563.The orthometric height was computed from unverified reset data.
 AE0563
 AE0563.The geoid height was determined by GEOID03.
 AE0563
 AE0563;                    North         East    Units  Estimated Accuracy
 AE0563;SPC TX S     - 5,084,300.      313,600.      MT  (+/- 180 meters Scaled)
 AE0563
 AE0563                          SUPERSEDED SURVEY CONTROL
 AE0563
 AE0563.No superseded survey control is available for this station.
 AE0563
 AE0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ634231(NAD 83)
 AE0563_MARKER: DB = BENCH MARK DISK
 AE0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0563_STAMPING: N 645 RESET 1949
 AE0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0563+STABILITY: SURFACE MOTION
 AE0563
 AE0563  HISTORY     - Date     Condition        Report By
 AE0563  HISTORY     - 1949     MONUMENTED       TXHD
 AE0563
 AE0563                          STATION DESCRIPTION
 AE0563
 AE0563'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AE0563'3.6 MI S FROM MCCOOK.
 AE0563'3.6 MILES SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT MCCOOK,
 AE0563'HIDALGO COUNTY, THENCE 2.1 MILES EAST ALONG A DIRT ROAD.  AT THE
 AE0563'BEGINNING OF A ROAD CURVE, AT THE JUNCTION OF FARM-TO-MARKET ROAD 681,
 AE0563'40 FEET EAST OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AE0563'STAMPED N 645 RESET 1949 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1038 ***********************************************************************
 AW1038  DESIGNATION -  N 646
 AW1038  PID         -  AW1038
 AW1038  STATE/COUNTY-  TX/HARRIS
 AW1038  USGS QUAD   -  LEAGUE CITY (1995)
 AW1038
 AW1038                         *CURRENT SURVEY CONTROL
 AW1038  ___________________________________________________________________
 AW1038* NAD 83(1986)-  29 33 28.     (N)    095 04 26.     (W)     SCALED    
 AW1038* NAVD 88     -         0.45   (+/-2cm)       1.5    (feet)  VERTCON   
 AW1038  ___________________________________________________________________
 AW1038  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1038
 AW1038  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1038
 AW1038.The horizontal coordinates were scaled from a topographic map and have
 AW1038.an estimated accuracy of +/- 6 seconds.
 AW1038
 AW1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1038.The vertical order pertains to the NGVD 29 superseded value.
 AW1038
 AW1038.The geoid height was determined by GEOID03.
 AW1038
 AW1038;                    North         East    Units  Estimated Accuracy
 AW1038;SPC TXSC     - 4,197,500.      980,360.      MT  (+/- 180 meters Scaled)
 AW1038
 AW1038                          SUPERSEDED SURVEY CONTROL
 AW1038
 AW1038  NGVD 29 (??/??/92)    0.442  (m)            1.45   (f) ADJ UNCH    1 2
 AW1038
 AW1038.Superseded values are not recommended for survey control.
 AW1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1038.See file dsdata.txt to determine how the superseded data were derived.
 AW1038
 AW1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN990715(NAD 83)
 AW1038_MARKER: DB = BENCH MARK DISK
 AW1038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1038_SP_SET: CULVERT
 AW1038_STAMPING: N 646 1942
 AW1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1038
 AW1038  HISTORY     - Date     Condition        Report By
 AW1038  HISTORY     - 1942     MONUMENTED       CGS
 AW1038  HISTORY     - 1973     GOOD             NGS
 AW1038  HISTORY     - 1974     GOOD             LOCENG
 AW1038  HISTORY     - 1976     MARK NOT FOUND   NGS
 AW1038  HISTORY     - 1976     MARK NOT FOUND   NGS
 AW1038  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1038  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW1038  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1038  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1038  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1038  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1038  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1038  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW1038
 AW1038                          STATION DESCRIPTION
 AW1038
 AW1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1038'3.0 MI NE FROM WEBSTER.
 AW1038'3.0 MILES NORTHEAST ALONG NASA 1 ROAD FROM THE JUNCTION OF STATE
 AW1038'HIGHWAY 3 AT WEBSTER, ALSO 3.55 MILES WEST ALONG NASA 1 ROAD FROM
 AW1038'SEABROOK, SET IN THE TOP AND AT THE NORTH END OF THE EAST CONCRETE
 AW1038'HEADWALL OF A CULVERT UNDER THE OLD HIGHWAY, 167.0 FEET NORTHEAST OF
 AW1038'THE NORTHEAST CORNER OF BRIDGE OVER A CANAL, 141.0 FEET SOUTH OF THE
 AW1038'SOUTHWEST CORNER OF A FENCE AROUND A BARGE DOCK, 99.0 FEET NORTH OF A
 AW1038'POWER POLE, 24.0 FEET EAST OF THE OLD CENTER LINE OF OLD HIGHWAY, AND
 AW1038'ABOUT 2 FEET LOWER THAN THE ROAD.
 AW1038
 AW1038                          STATION RECOVERY (1974)
 AW1038
 AW1038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW1038'RECOVERED IN GOOD CONDITION.
 AW1038
 AW1038                          STATION RECOVERY (1976)
 AW1038
 AW1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1038'NOT RECOVERED, BELIEVED DESTROYED, A LOT OF CONCRETE WAS FOUND AT THIS
 AW1038'LOCATION.
 AW1038
 AW1038                          STATION RECOVERY (1976)
 AW1038
 AW1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1038'MARK NOT FOUND.
 AW1038
 AW1038                          STATION RECOVERY (1978)
 AW1038
 AW1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1038'NOT RECOVERED.  CULVERT PRESUMED TO HAVE BEEN REMOVED.
 AW1038
 AW1038                          STATION RECOVERY (1983)
 AW1038
 AW1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1038'NOT RECOVERED, POSSIBLY DESTROYED BY CONSTRUCTION, REMAINS OF A
 AW1038'DESTROYED CULVERT WERE FOUND IN THE AREA, DISK NOT RECOVERED.
 AW1038
 AW1038                          STATION RECOVERY (1987)
 AW1038
 AW1038'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1038'MARK NOT FOUND.
 AW1038
 AW1038                          STATION RECOVERY (1987)
 AW1038
 AW1038'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW1038'MARK NOT FOUND.
 AW1038
 AW1038                          STATION RECOVERY (1987)
 AW1038
 AW1038'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1038'MARK NOT FOUND.
 AW1038
 AW1038                          STATION RECOVERY (1989)
 AW1038
 AW1038'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1038'MARK NOT FOUND.
 AW1038
 AW1038                          STATION RECOVERY (1993)
 AW1038
 AW1038'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1038'MARK NOT FOUND.
 AW1038
 AW1038                          STATION RECOVERY (2005)
 AW1038
 AW1038'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2516 ***********************************************************************
 AW2516  DESIGNATION -  N 648
 AW2516  PID         -  AW2516
 AW2516  STATE/COUNTY-  TX/CHAMBERS
 AW2516  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW2516
 AW2516                         *CURRENT SURVEY CONTROL
 AW2516  ___________________________________________________________________
 AW2516* NAD 83(1986)-  29 44 11.     (N)    094 22 31.     (W)     SCALED    
 AW2516* NAVD 88     -         4.58   (+/-2cm)      15.0    (feet)  VERTCON   
 AW2516  ___________________________________________________________________
 AW2516  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2516
 AW2516  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2516
 AW2516.The horizontal coordinates were scaled from a topographic map and have
 AW2516.an estimated accuracy of +/- 6 seconds.
 AW2516
 AW2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2516.The vertical order pertains to the NGVD 29 superseded value.
 AW2516
 AW2516.The geoid height was determined by GEOID03.
 AW2516
 AW2516;                    North         East    Units  Estimated Accuracy
 AW2516;SPC TXSC     - 4,219,750.    1,047,230.      MT  (+/- 180 meters Scaled)
 AW2516
 AW2516                          SUPERSEDED SURVEY CONTROL
 AW2516
 AW2516  NGVD 29 (??/??/92)    4.576  (m)           15.01   (f) ADJ UNCH    1 2
 AW2516
 AW2516.Superseded values are not recommended for survey control.
 AW2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2516.See file dsdata.txt to determine how the superseded data were derived.
 AW2516
 AW2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN670903(NAD 83)
 AW2516_MARKER: DB = BENCH MARK DISK
 AW2516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2516_SP_SET: CULVERT
 AW2516_STAMPING: N 648 1942
 AW2516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2516
 AW2516  HISTORY     - Date     Condition        Report By
 AW2516  HISTORY     - 1942     MONUMENTED       CGS
 AW2516  HISTORY     - 1958     GOOD             NGS
 AW2516  HISTORY     - 19890120 MARK NOT FOUND   USPSQD
 AW2516  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW2516  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2516  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2516  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2516
 AW2516                          STATION DESCRIPTION
 AW2516
 AW2516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2516'3.95 MI S FROM STOWELL.
 AW2516'ABOUT 3.95 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2516'STOWELL, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 AW2516'THE NORTH END OF THE EAST HEADWALL OF A 20-FOOT CONCRETE HEADWALL, 1
 AW2516'POLE SOUTH OF THE GULF, COLORADO AND SANTA FE RAILROAD MILEPOST 46,
 AW2516'ABOUT 0.15 MILE NORTH OF THE INTERSECTION OF A SHELL ROAD, AND ABOUT
 AW2516'LEVEL WITH THE HIGHWAY.
 AW2516
 AW2516                          STATION RECOVERY (1989)
 AW2516
 AW2516'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW2516'MARK NOT FOUND.
 AW2516
 AW2516                          STATION RECOVERY (1996)
 AW2516
 AW2516'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2516'MARK NOT FOUND.
 AW2516
 AW2516                          STATION RECOVERY (2001)
 AW2516
 AW2516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2516'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2516
 AW2516                          STATION RECOVERY (2004)
 AW2516
 AW2516'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2516'MARK NOT FOUND.
 AW2516
 AW2516                          STATION RECOVERY (2005)
 AW2516
 AW2516'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0520 ***********************************************************************
 BL0520  DESIGNATION -  N 649 RESET 1948
 BL0520  PID         -  BL0520
 BL0520  STATE/COUNTY-  TX/LIBERTY
 BL0520  USGS QUAD   -  DEVERS (1984)
 BL0520
 BL0520                         *CURRENT SURVEY CONTROL
 BL0520  ___________________________________________________________________
 BL0520* NAD 83(1986)-  30 00 51.     (N)    094 35 56.     (W)     SCALED    
 BL0520* NAVD 88     -        17.09   (+/-2cm)      56.1    (feet)  VERTCON   
 BL0520  ___________________________________________________________________
 BL0520  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0520
 BL0520  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0520
 BL0520.The horizontal coordinates were scaled from a topographic map and have
 BL0520.an estimated accuracy of +/- 6 seconds.
 BL0520
 BL0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0520.The vertical order pertains to the NGVD 29 superseded value.
 BL0520
 BL0520.The geoid height was determined by GEOID03.
 BL0520
 BL0520;                    North         East    Units  Estimated Accuracy
 BL0520;SPC TX C     - 3,052,780.    1,252,990.      MT  (+/- 180 meters Scaled)
 BL0520
 BL0520                          SUPERSEDED SURVEY CONTROL
 BL0520
 BL0520  NGVD 29 (??/??/92)   17.100  (m)           56.10   (f) ADJ UNCH    1 2
 BL0520
 BL0520.Superseded values are not recommended for survey control.
 BL0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0520.See file dsdata.txt to determine how the superseded data were derived.
 BL0520
 BL0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP458214(NAD 83)
 BL0520_MARKER: DB = BENCH MARK DISK
 BL0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0520_STAMPING: N 649 RESET 1948
 BL0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0520+STABILITY: SURFACE MOTION
 BL0520
 BL0520  HISTORY     - Date     Condition        Report By
 BL0520  HISTORY     - 1948     MONUMENTED       CGS
 BL0520  HISTORY     - 1954     GOOD             NGS
 BL0520  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL0520  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 BL0520
 BL0520                          STATION DESCRIPTION
 BL0520
 BL0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0520'1.4 MI SW FROM DEVERS.
 BL0520'0.4 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT DEVERS,
 BL0520'THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 61, 50 YARDS NORTHEAST OF A
 BL0520'FARMHOUSE, 20 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO A
 BL0520'FARMHOUSE, 59 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6.5 FEET
 BL0520'EAST OF A 6 INCH OAK TREE, 2 FEET EAST OF A WITNESS POST, SET IN THE
 BL0520'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  6.7
 BL0520'FEET WEST OF A POWER POLE.
 BL0520
 BL0520                          STATION RECOVERY (1973)
 BL0520
 BL0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL0520'MARK NOT FOUND.
 BL0520
 BL0520                          STATION RECOVERY (1995)
 BL0520
 BL0520'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0168 ***********************************************************************
 BL0168  DESIGNATION -  N 650
 BL0168  PID         -  BL0168
 BL0168  STATE/COUNTY-  TX/LIBERTY
 BL0168  USGS QUAD   -  NOME (1984)
 BL0168
 BL0168                         *CURRENT SURVEY CONTROL
 BL0168  ___________________________________________________________________
 BL0168* NAD 83(1986)-  30 01 37.     (N)    094 29 05.     (W)     SCALED    
 BL0168* NAVD 88     -        13.595  (meters)      44.60   (feet)  ADJUSTED  
 BL0168  ___________________________________________________________________
 BL0168  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0168  DYNAMIC HT  -          13.577 (meters)      44.54  (feet)  COMP
 BL0168  MODELED GRAV-     979,303.2   (mgal)                       NAVD 88
 BL0168
 BL0168  VERT ORDER  -  FIRST     CLASS I
 BL0168
 BL0168.The horizontal coordinates were scaled from a topographic map and have
 BL0168.an estimated accuracy of +/- 6 seconds.
 BL0168
 BL0168.The orthometric height was determined by differential leveling
 BL0168.and adjusted by the National Geodetic Survey in June 1991..
 BL0168
 BL0168.The geoid height was determined by GEOID03.
 BL0168
 BL0168.The dynamic height is computed by dividing the NAVD 88
 BL0168.geopotential number by the normal gravity value computed on the
 BL0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0168.degrees latitude (g = 980.6199 gals.).
 BL0168
 BL0168.The modeled gravity was interpolated from observed gravity values.
 BL0168
 BL0168;                    North         East    Units  Estimated Accuracy
 BL0168;SPC TX C     - 3,054,770.    1,263,910.      MT  (+/- 180 meters Scaled)
 BL0168
 BL0168                          SUPERSEDED SURVEY CONTROL
 BL0168
 BL0168  NGVD 29 (??/??/92)   13.602  (m)           44.63   (f) ADJ UNCH    1 1
 BL0168
 BL0168.Superseded values are not recommended for survey control.
 BL0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0168.See file dsdata.txt to determine how the superseded data were derived.
 BL0168
 BL0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP568226(NAD 83)
 BL0168_MARKER: DB = BENCH MARK DISK
 BL0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0168_STAMPING: N 650 1942
 BL0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0168+STABILITY: SURFACE MOTION
 BL0168
 BL0168  HISTORY     - Date     Condition        Report By
 BL0168  HISTORY     - 1942     MONUMENTED       CGS
 BL0168  HISTORY     - 1972     GOOD             NGS
 BL0168  HISTORY     - 1988     GOOD             USPSQD
 BL0168  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0168  HISTORY     - 19900412 GOOD             USPSQD
 BL0168  HISTORY     - 19930127 GOOD             USPSQD
 BL0168  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0168  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0168
 BL0168                          STATION DESCRIPTION
 BL0168
 BL0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0168'3.7 MI W FROM NOME.
 BL0168'ABOUT 3.7 MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE THENCE
 BL0168'ABOUT 0.75 MILE WEST OF A 90-FOOT CONCRETE BRIDGE OVER A DRAINAGE
 BL0168'DITCH, 82.5 FEET SOUTH OF THE SOUTHERN PACIFIC RAILROAD SEMAPHORE
 BL0168'NO.30.18, 78.5 FEET SOUTHWEST OF TELEGRAPH POLE NO.E32F, 89.8 FEET
 BL0168'SOUTH OF THE SOUTH RAIL, 67 FEET NORTH OF THE CENTER LINE OF THE
 BL0168'HIGHWAY, 1.2 FEET SOUTH OF A METAL WITNESS POST AND ABOUT 2.5 FEET
 BL0168'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BL0168'PROJECTING 0.5 FOOT.
 BL0168
 BL0168                          STATION RECOVERY (1988)
 BL0168
 BL0168'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0168'RECOVERED IN GOOD CONDITION.
 BL0168
 BL0168                          STATION RECOVERY (1988)
 BL0168
 BL0168'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0168'MARK NOT FOUND.
 BL0168
 BL0168                          STATION RECOVERY (1990)
 BL0168
 BL0168'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0168'RECOVERED IN GOOD CONDITION.
 BL0168
 BL0168                          STATION RECOVERY (1993)
 BL0168
 BL0168'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0168'RECOVERED IN GOOD CONDITION.
 BL0168
 BL0168                          STATION RECOVERY (1995)
 BL0168
 BL0168'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0168'MARK NOT FOUND.
 BL0168
 BL0168                          STATION RECOVERY (2004)
 BL0168
 BL0168'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1462 ***********************************************************************
 AY1462  DESIGNATION -  N 651
 AY1462  PID         -  AY1462
 AY1462  STATE/COUNTY-  TX/UVALDE
 AY1462  USGS QUAD   -  UTOPIA (1969)
 AY1462
 AY1462                         *CURRENT SURVEY CONTROL
 AY1462  ___________________________________________________________________
 AY1462* NAD 83(1986)-  29 36 04.     (N)    099 32 57.     (W)     SCALED    
 AY1462* NAVD 88     -       433.427  (meters)    1422.00   (feet)  ADJUSTED  
 AY1462  ___________________________________________________________________
 AY1462  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AY1462  DYNAMIC HT  -         432.788 (meters)    1419.91  (feet)  COMP
 AY1462  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 AY1462
 AY1462  VERT ORDER  -  SECOND    CLASS 0
 AY1462
 AY1462.The horizontal coordinates were scaled from a topographic map and have
 AY1462.an estimated accuracy of +/- 6 seconds.
 AY1462
 AY1462.The orthometric height was determined by differential leveling
 AY1462.and adjusted by the National Geodetic Survey in June 1991..
 AY1462
 AY1462.The geoid height was determined by GEOID03.
 AY1462
 AY1462.The dynamic height is computed by dividing the NAVD 88
 AY1462.geopotential number by the normal gravity value computed on the
 AY1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1462.degrees latitude (g = 980.6199 gals.).
 AY1462
 AY1462.The modeled gravity was interpolated from observed gravity values.
 AY1462
 AY1462;                    North         East    Units  Estimated Accuracy
 AY1462;SPC TXSC     - 4,196,040.      546,810.      MT  (+/- 180 meters Scaled)
 AY1462
 AY1462                          SUPERSEDED SURVEY CONTROL
 AY1462
 AY1462  NGVD 29 (??/??/92)  433.331  (m)         1421.69   (f) ADJ UNCH    2 0
 AY1462
 AY1462.Superseded values are not recommended for survey control.
 AY1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1462.See file dsdata.txt to determine how the superseded data were derived.
 AY1462
 AY1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT468747(NAD 83)
 AY1462_MARKER: DB = BENCH MARK DISK
 AY1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1462_STAMPING: N 651 1953
 AY1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1462+STABILITY: SURFACE MOTION
 AY1462
 AY1462  HISTORY     - Date     Condition        Report By
 AY1462  HISTORY     - 1953     MONUMENTED       CGS
 AY1462  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 AY1462
 AY1462                          STATION DESCRIPTION
 AY1462
 AY1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1462'1.9 MI W FROM UTOPIA.
 AY1462'0.2 MILE SOUTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1462'THENCE 1.7 MILES WEST ALONG FARM ROAD 1050, 77 FEET SOUTHWEST OF A 14
 AY1462'INCH OAK TREE, 45 FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD,
 AY1462'2 FEET SOUTHEAST OF A FENCE, 3.5 FEET SOUTHWEST OF A WITNESS POST, SET
 AY1462'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AY1462'GROUND.
 AY1462
 AY1462                          STATION RECOVERY (2005)
 AY1462
 AY1462'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0221 ***********************************************************************
 AE0221  DESIGNATION -  N 652
 AE0221  PID         -  AE0221
 AE0221  STATE/COUNTY-  TX/HIDALGO
 AE0221  USGS QUAD   -  LINN (1982)
 AE0221
 AE0221                         *CURRENT SURVEY CONTROL
 AE0221  ___________________________________________________________________
 AE0221* NAD 83(1986)-  26 34 28.     (N)    098 00 24.     (W)     SCALED    
 AE0221* NAVD 88     -        16.555  (meters)      54.31   (feet)  ADJUSTED  
 AE0221  ___________________________________________________________________
 AE0221  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0221  DYNAMIC HT  -          16.529 (meters)      54.23  (feet)  COMP
 AE0221  MODELED GRAV-     979,043.9   (mgal)                       NAVD 88
 AE0221
 AE0221  VERT ORDER  -  SECOND    CLASS 0
 AE0221
 AE0221.The horizontal coordinates were scaled from a topographic map and have
 AE0221.an estimated accuracy of +/- 6 seconds.
 AE0221
 AE0221.The orthometric height was determined by differential leveling
 AE0221.and adjusted by the National Geodetic Survey in June 1991..
 AE0221
 AE0221.The geoid height was determined by GEOID03.
 AE0221
 AE0221.The dynamic height is computed by dividing the NAVD 88
 AE0221.geopotential number by the normal gravity value computed on the
 AE0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0221.degrees latitude (g = 980.6199 gals.).
 AE0221
 AE0221.The modeled gravity was interpolated from observed gravity values.
 AE0221
 AE0221;                    North         East    Units  Estimated Accuracy
 AE0221;SPC TX S     - 5,100,670.      349,150.      MT  (+/- 180 meters Scaled)
 AE0221
 AE0221                          SUPERSEDED SURVEY CONTROL
 AE0221
 AE0221  NGVD 29 (??/??/92)   16.652  (m)           54.63   (f) ADJ UNCH    2 0
 AE0221
 AE0221.Superseded values are not recommended for survey control.
 AE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0221.See file dsdata.txt to determine how the superseded data were derived.
 AE0221
 AE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ989396(NAD 83)
 AE0221_MARKER: DB = BENCH MARK DISK
 AE0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0221_STAMPING: N 652 1942
 AE0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0221+STABILITY: SURFACE MOTION
 AE0221
 AE0221  HISTORY     - Date     Condition        Report By
 AE0221  HISTORY     - 1942     MONUMENTED       CGS
 AE0221
 AE0221                          STATION DESCRIPTION
 AE0221
 AE0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0221'8.6 MI E FROM SAN MANUEL.
 AE0221'ABOUT 8.6 MILES EAST ALONG A GRADED DIRT ROAD FROM SAN MANUEL CHURCH
 AE0221'AT SAN MANUEL, HIDALGO COUNTY, AT THE SOUTH END OF A 200-FOOT JOG IN
 AE0221'THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8 FEET
 AE0221'NORTHWEST OF A LARGE MESQUITE TREE, 1.5 FEET EAST OF THE ROAD FENCE, 3
 AE0221'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER
 AE0221'THAN THE ROAD.  A STANDARD DISK, STAMPED N 652 1942 AND SET IN THE TOP
 AE0221'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0455 ***********************************************************************
 AE0455  DESIGNATION -  N 653
 AE0455  PID         -  AE0455
 AE0455  STATE/COUNTY-  TX/HIDALGO
 AE0455  USGS QUAD   -  HARGILL (1963)
 AE0455
 AE0455                         *CURRENT SURVEY CONTROL
 AE0455  ___________________________________________________________________
 AE0455* NAD 83(1986)-  26 29 48.     (N)    098 01 41.     (W)     SCALED    
 AE0455* NAVD 88     -        17.455  (meters)      57.27   (feet)  ADJUSTED  
 AE0455  ___________________________________________________________________
 AE0455  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0455  DYNAMIC HT  -          17.427 (meters)      57.18  (feet)  COMP
 AE0455  MODELED GRAV-     979,036.7   (mgal)                       NAVD 88
 AE0455
 AE0455  VERT ORDER  -  SECOND    CLASS 0
 AE0455
 AE0455.The horizontal coordinates were scaled from a topographic map and have
 AE0455.an estimated accuracy of +/- 6 seconds.
 AE0455
 AE0455.The orthometric height was determined by differential leveling
 AE0455.and adjusted by the National Geodetic Survey in June 1991..
 AE0455
 AE0455.The geoid height was determined by GEOID03.
 AE0455
 AE0455.The dynamic height is computed by dividing the NAVD 88
 AE0455.geopotential number by the normal gravity value computed on the
 AE0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0455.degrees latitude (g = 980.6199 gals.).
 AE0455
 AE0455.The modeled gravity was interpolated from observed gravity values.
 AE0455
 AE0455;                    North         East    Units  Estimated Accuracy
 AE0455;SPC TX S     - 5,092,050.      347,050.      MT  (+/- 180 meters Scaled)
 AE0455
 AE0455                          SUPERSEDED SURVEY CONTROL
 AE0455
 AE0455  NGVD 29 (??/??/92)   17.548  (m)           57.57   (f) ADJ UNCH    2 0
 AE0455
 AE0455.Superseded values are not recommended for survey control.
 AE0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0455.See file dsdata.txt to determine how the superseded data were derived.
 AE0455
 AE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ968310(NAD 83)
 AE0455_MARKER: DB = BENCH MARK DISK
 AE0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0455_SP_SET: CULVERT
 AE0455_STAMPING: N 653 1942
 AE0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0455
 AE0455  HISTORY     - Date     Condition        Report By
 AE0455  HISTORY     - 1942     MONUMENTED       CGS
 AE0455
 AE0455                          STATION DESCRIPTION
 AE0455
 AE0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0455'10.8 MI SE FROM SAN MANUEL.
 AE0455'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 4.2 MILES
 AE0455'SOUTHERLY ALONG U.S. HIGHWAY NO. 281, THENCE GO 6.6 MILES EASTERLY
 AE0455'ALONG RED GATE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0455'HORIZONTALLY IN CENTER OF NORTH HEADWALL OF CONCRETE CULVERT ON STATE
 AE0455'HIGHWAY NO. 186, 60.0 FEET EAST OF A LANE LEADING SOUTH BETWEEN
 AE0455'CULTIVATED FIELDS, ABOUT 1.1 MILES EAST OF WHERE HIGHWAY CURVES TO THE
 AE0455'NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0417 ***********************************************************************
 AE0417  DESIGNATION -  N 654
 AE0417  PID         -  AE0417
 AE0417  STATE/COUNTY-  TX/HIDALGO
 AE0417  USGS QUAD   -  HARGILL (1963)
 AE0417
 AE0417                         *CURRENT SURVEY CONTROL
 AE0417  ___________________________________________________________________
 AE0417* NAD 83(1986)-  26 26 07.     (N)    098 00 52.     (W)     SCALED    
 AE0417* NAVD 88     -        19.049  (meters)      62.50   (feet)  ADJUSTED  
 AE0417  ___________________________________________________________________
 AE0417  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE0417  DYNAMIC HT  -          19.018 (meters)      62.39  (feet)  COMP
 AE0417  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AE0417
 AE0417  VERT ORDER  -  SECOND    CLASS 0
 AE0417
 AE0417.The horizontal coordinates were scaled from a topographic map and have
 AE0417.an estimated accuracy of +/- 6 seconds.
 AE0417
 AE0417.The orthometric height was determined by differential leveling
 AE0417.and adjusted by the National Geodetic Survey in June 1991..
 AE0417
 AE0417.The geoid height was determined by GEOID03.
 AE0417
 AE0417.The dynamic height is computed by dividing the NAVD 88
 AE0417.geopotential number by the normal gravity value computed on the
 AE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0417.degrees latitude (g = 980.6199 gals.).
 AE0417
 AE0417.The modeled gravity was interpolated from observed gravity values.
 AE0417
 AE0417;                    North         East    Units  Estimated Accuracy
 AE0417;SPC TX S     - 5,085,250.      348,430.      MT  (+/- 180 meters Scaled)
 AE0417
 AE0417                          SUPERSEDED SURVEY CONTROL
 AE0417
 AE0417  NGVD 29 (??/??/92)   19.148  (m)           62.82   (f) ADJ UNCH    2 0
 AE0417
 AE0417.Superseded values are not recommended for survey control.
 AE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0417.See file dsdata.txt to determine how the superseded data were derived.
 AE0417
 AE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ982242(NAD 83)
 AE0417_MARKER: DB = BENCH MARK DISK
 AE0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0417_STAMPING: N 654 1942
 AE0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0417+STABILITY: SURFACE MOTION
 AE0417
 AE0417  HISTORY     - Date     Condition        Report By
 AE0417  HISTORY     - 1942     MONUMENTED       CGS
 AE0417  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0417
 AE0417                          STATION DESCRIPTION
 AE0417
 AE0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0417'0.5 MI S FROM HARGILL.
 AE0417'TO REACH FROM THE POST OFFICE AT HARGILL.  PROCEED 0.5 MILE SOUTHERLY
 AE0417'ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AE0417'NORTHEAST CORNER OF A CATTLE CORRAL AT THE INTERSECTION OF TWO GRADED
 AE0417'DIRT ROADS, 35.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE CENTERLINE OF
 AE0417'NORTH-SOUTH ROAD, 53.0 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD, 1.0
 AE0417'FOOT EAST OF CORRAL FENCE AND 200.0 FEET EAST OF A SMALL FRAME HOUSE,
 AE0417'AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AE0417'PROJECTS 0.5 FOOT.
 AE0417
 AE0417                          STATION RECOVERY (1962)
 AE0417
 AE0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0689 ***********************************************************************
 AB0689  DESIGNATION -  N 655
 AB0689  PID         -  AB0689
 AB0689  STATE/COUNTY-  TX/HIDALGO
 AB0689  USGS QUAD   -  LASARA (1970)
 AB0689
 AB0689                         *CURRENT SURVEY CONTROL
 AB0689  ___________________________________________________________________
 AB0689* NAD 83(1986)-  26 23 39.     (N)    097 55 52.     (W)     SCALED    
 AB0689* NAVD 88     -        17.872  (meters)      58.64   (feet)  ADJUSTED  
 AB0689  ___________________________________________________________________
 AB0689  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AB0689  DYNAMIC HT  -          17.844 (meters)      58.54  (feet)  COMP
 AB0689  MODELED GRAV-     979,034.3   (mgal)                       NAVD 88
 AB0689
 AB0689  VERT ORDER  -  SECOND    CLASS 0
 AB0689
 AB0689.The horizontal coordinates were scaled from a topographic map and have
 AB0689.an estimated accuracy of +/- 6 seconds.
 AB0689
 AB0689.The orthometric height was determined by differential leveling
 AB0689.and adjusted by the National Geodetic Survey in June 1991..
 AB0689
 AB0689.The geoid height was determined by GEOID03.
 AB0689
 AB0689.The dynamic height is computed by dividing the NAVD 88
 AB0689.geopotential number by the normal gravity value computed on the
 AB0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0689.degrees latitude (g = 980.6199 gals.).
 AB0689
 AB0689.The modeled gravity was interpolated from observed gravity values.
 AB0689
 AB0689;                    North         East    Units  Estimated Accuracy
 AB0689;SPC TX S     - 5,080,730.      356,760.      MT  (+/- 180 meters Scaled)
 AB0689
 AB0689                          SUPERSEDED SURVEY CONTROL
 AB0689
 AB0689  NGVD 29 (??/??/92)   17.959  (m)           58.92   (f) ADJ UNCH    2 0
 AB0689
 AB0689.Superseded values are not recommended for survey control.
 AB0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0689.See file dsdata.txt to determine how the superseded data were derived.
 AB0689
 AB0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ066197(NAD 83)
 AB0689_MARKER: DB = BENCH MARK DISK
 AB0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0689_STAMPING: N 655 1942
 AB0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0689+STABILITY: SURFACE MOTION
 AB0689
 AB0689  HISTORY     - Date     Condition        Report By
 AB0689  HISTORY     - 1942     MONUMENTED       CGS
 AB0689  HISTORY     - 1959     GOOD             NGS
 AB0689  HISTORY     - 1987     GOOD             USPSQD
 AB0689
 AB0689                          STATION DESCRIPTION
 AB0689
 AB0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AB0689'2.5 MI S FROM LYFORD.
 AB0689'IN HIDALGO COUNTY, ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 96 FROM
 AB0689'THE MISSOURI PACIFIC RAILROAD STATION AT LYFORD, WILLACY COUNTY, ABOUT
 AB0689'4.4 MILES WEST ALONG A GRADED DIRT ROAD, ABOUT 0.9 MILE NORTH ALONG A
 AB0689'GRADED DIRT ROAD, 3.5 MILES WEST ALONG A ROAD, 0.5 MILE NORTH ALONG A
 AB0689'ROAD, ABOUT 0.9 MILE WEST ALONG A ROAD.  ABOUT 132 FEET SOUTHEAST OF
 AB0689'THE HUGHES RANCH HOUSE, ABOUT 470 FEET EAST OF THE HUGHES PRIVATE
 AB0689'ROAD, 29 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD, 5 FEET
 AB0689'NORTHEAST OF A CONCRETE STANDPIPE, 3 FEET SOUTH OF A WHITE WOODEN
 AB0689'WITNESS POST, AND ABOUT LEVEL WITH THE MAIN ROAD.  A STANDARD DISK,
 AB0689'STAMPED N 655 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0689'ABOUT 0.7 FOOT ABOVE GROUND.
 AB0689
 AB0689                          STATION RECOVERY (1987)
 AB0689
 AB0689'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0412 ***********************************************************************
 AE0412  DESIGNATION -  N 656
 AE0412  PID         -  AE0412
 AE0412  STATE/COUNTY-  TX/HIDALGO
 AE0412  USGS QUAD   -  LA BLANCA (1982)
 AE0412
 AE0412                         *CURRENT SURVEY CONTROL
 AE0412  ___________________________________________________________________
 AE0412* NAD 83(1986)-  26 16 54.     (N)    098 02 14.     (W)     SCALED    
 AE0412* NAVD 88     -        22.486  (meters)      73.77   (feet)  ADJUSTED  
 AE0412  ___________________________________________________________________
 AE0412  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AE0412  DYNAMIC HT  -          22.449 (meters)      73.65  (feet)  COMP
 AE0412  MODELED GRAV-     978,998.2   (mgal)                       NAVD 88
 AE0412
 AE0412  VERT ORDER  -  SECOND    CLASS 0
 AE0412
 AE0412.The horizontal coordinates were scaled from a topographic map and have
 AE0412.an estimated accuracy of +/- 6 seconds.
 AE0412
 AE0412.The orthometric height was determined by differential leveling
 AE0412.and adjusted by the National Geodetic Survey in June 1991..
 AE0412
 AE0412.The geoid height was determined by GEOID03.
 AE0412
 AE0412.The dynamic height is computed by dividing the NAVD 88
 AE0412.geopotential number by the normal gravity value computed on the
 AE0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0412.degrees latitude (g = 980.6199 gals.).
 AE0412
 AE0412.The modeled gravity was interpolated from observed gravity values.
 AE0412
 AE0412;                    North         East    Units  Estimated Accuracy
 AE0412;SPC TX S     - 5,068,220.      346,220.      MT  (+/- 180 meters Scaled)
 AE0412
 AE0412                          SUPERSEDED SURVEY CONTROL
 AE0412
 AE0412  NGVD 29 (??/??/92)   22.596  (m)           74.13   (f) ADJ UNCH    2 0
 AE0412
 AE0412.Superseded values are not recommended for survey control.
 AE0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0412.See file dsdata.txt to determine how the superseded data were derived.
 AE0412
 AE0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ961072(NAD 83)
 AE0412_MARKER: DB = BENCH MARK DISK
 AE0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0412_STAMPING: N 656 1942
 AE0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0412+STABILITY: SURFACE MOTION
 AE0412
 AE0412  HISTORY     - Date     Condition        Report By
 AE0412  HISTORY     - 1942     MONUMENTED       CGS
 AE0412  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE0412
 AE0412                          STATION DESCRIPTION
 AE0412
 AE0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0412'8.3 MI N FROM DONNA.
 AE0412'0.4 MILE WEST OF RR STATION AT LA BLANCA, THENCE 0.7 MILE SOUTH TO
 AE0412'REACH FROM THE U.S. POST OFFICE AT DONNA-- PROCEED 3.BLOCKS EAST TO
 AE0412'SEVENTH STREET, THENCE NORTHERLY 8.1 MILES ALONG PAVED ROAD LEADING TO
 AE0412'LA BLANCA TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT NORTHWEST
 AE0412'CORNER OF AN ORCHARD AND ABOUT 400.FEET NORTH OF POWER POLE NUMBERED
 AE0412'3G2.  IT IS ABOUT 0.7 MILE SOUTH OF STATE HIGHWAY NO. 107 AT LA
 AE0412'BLANCA, 35.FEET EAST OF AND ABOUT 0.4 FOOT ABOVE THE CENTER LINE OF
 AE0412'PAVEMENT AND 3.FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE
 AE0412'MONUMENT PROJECTS 0.5 FOOT.
 AE0412
 AE0412                          STATION RECOVERY (2004)
 AE0412
 AE0412'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0413 ***********************************************************************
 AE0413  DESIGNATION -  N 656 RESET 1959
 AE0413  PID         -  AE0413
 AE0413  STATE/COUNTY-  TX/HIDALGO
 AE0413  USGS QUAD   -  LA BLANCA (1982)
 AE0413
 AE0413                         *CURRENT SURVEY CONTROL
 AE0413  ___________________________________________________________________
 AE0413* NAD 83(1986)-  26 16 54.     (N)    098 02 15.     (W)     SCALED    
 AE0413* NAVD 88     -        22.31   (meters)      73.2    (feet)  RESET     
 AE0413  ___________________________________________________________________
 AE0413  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AE0413
 AE0413  VERT ORDER  -  THIRD
 AE0413
 AE0413.The horizontal coordinates were scaled from a topographic map and have
 AE0413.an estimated accuracy of +/- 6 seconds.
 AE0413
 AE0413.The orthometric height was computed from unverified reset data.
 AE0413
 AE0413.The geoid height was determined by GEOID03.
 AE0413
 AE0413;                    North         East    Units  Estimated Accuracy
 AE0413;SPC TX S     - 5,068,220.      346,190.      MT  (+/- 180 meters Scaled)
 AE0413
 AE0413                          SUPERSEDED SURVEY CONTROL
 AE0413
 AE0413.No superseded survey control is available for this station.
 AE0413
 AE0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ960072(NAD 83)
 AE0413_MARKER: DB = BENCH MARK DISK
 AE0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0413_STAMPING: N 656 RESET 1959
 AE0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0413+STABILITY: SURFACE MOTION
 AE0413
 AE0413  HISTORY     - Date     Condition        Report By
 AE0413  HISTORY     - 1959     MONUMENTED       TXHD
 AE0413  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE0413
 AE0413                          STATION DESCRIPTION
 AE0413
 AE0413'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AE0413'2.0 MI S FROM LA BLANCA.
 AE0413'THE MARK IS LOCATED ABOUT 1.0 MILE SOUTH ALONG THE TEXAS AND NEW
 AE0413'ORLEANS RAILROAD FROM THE STATION AT LA BLANCA, THENCE ABOUT 1.0 MILE
 AE0413'SOUTH ALONG THE PAVED DONNA ROAD.  AT THE NORTHWEST CORNER OF AN
 AE0413'ORCHARD, ABOUT 400 FEET NORTH OF POWER-TRANSMISSION LINE POLE 3G2, 35
 AE0413'FEET EAST OF THE CENTERLINE OF THE PAVEMENT, 3 FEET NORTH OF A WHITE
 AE0413'WOODEN WITNESS POST, AND ABOUT 0.4 FOOT HIGHER THAN THE PAVEMENT, AND
 AE0413'SET ON A CONCRETE MONUMENT 44 FEET EAST OF STATION 592+32, F.M. 493,
 AE0413'CENTER LINE, 10 FEET EAST AND 17 FEET SOUTH OF THE ORIGINAL POSITION.
 AE0413
 AE0413                          STATION RECOVERY (2004)
 AE0413
 AE0413'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0723 ***********************************************************************
 AB0723  DESIGNATION -  N 657
 AB0723  PID         -  AB0723
 AB0723  STATE/COUNTY-  TX/HIDALGO
 AB0723  USGS QUAD   -  EDCOUCH (1980)
 AB0723
 AB0723                         *CURRENT SURVEY CONTROL
 AB0723  ___________________________________________________________________
 AB0723* NAD 83(1986)-  26 17 52.     (N)    097 56 09.     (W)     SCALED    
 AB0723* NAVD 88     -        16.791  (meters)      55.09   (feet)  ADJUSTED  
 AB0723  ___________________________________________________________________
 AB0723  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AB0723  DYNAMIC HT  -          16.763 (meters)      55.00  (feet)  COMP
 AB0723  MODELED GRAV-     979,027.9   (mgal)                       NAVD 88
 AB0723
 AB0723  VERT ORDER  -  SECOND    CLASS 0
 AB0723
 AB0723.The horizontal coordinates were scaled from a topographic map and have
 AB0723.an estimated accuracy of +/- 6 seconds.
 AB0723
 AB0723.The orthometric height was determined by differential leveling
 AB0723.and adjusted by the National Geodetic Survey in June 1991..
 AB0723
 AB0723.The geoid height was determined by GEOID03.
 AB0723
 AB0723.The dynamic height is computed by dividing the NAVD 88
 AB0723.geopotential number by the normal gravity value computed on the
 AB0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0723.degrees latitude (g = 980.6199 gals.).
 AB0723
 AB0723.The modeled gravity was interpolated from observed gravity values.
 AB0723
 AB0723;                    North         East    Units  Estimated Accuracy
 AB0723;SPC TX S     - 5,070,050.      356,340.      MT  (+/- 180 meters Scaled)
 AB0723
 AB0723                          SUPERSEDED SURVEY CONTROL
 AB0723
 AB0723  NGVD 29 (??/??/92)   16.900  (m)           55.45   (f) ADJ UNCH    2 0
 AB0723
 AB0723.Superseded values are not recommended for survey control.
 AB0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0723.See file dsdata.txt to determine how the superseded data were derived.
 AB0723
 AB0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ062090(NAD 83)
 AB0723_MARKER: DB = BENCH MARK DISK
 AB0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0723_SP_SET: CONCRETE POST
 AB0723_STAMPING: N 657 1942
 AB0723_MARK LOGO: CGS   
 AB0723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0723+STABILITY: SURFACE MOTION
 AB0723
 AB0723  HISTORY     - Date     Condition        Report By
 AB0723  HISTORY     - 1942     MONUMENTED       CGS
 AB0723  HISTORY     - 1958     GOOD             NGS
 AB0723  HISTORY     - 19920702 POOR             USPSQD
 AB0723
 AB0723                          STATION DESCRIPTION
 AB0723
 AB0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AB0723'0.4 MI W FROM LA VILLA.
 AB0723'0.4 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AB0723'STATION AT LA VILLA, HIDALGO COUNTY, ABOUT 172 FEET EAST OF CULVERT
 AB0723'157.14, ABOUT 75 FEET NORTH ACROSS THE TRACK FROM A ROW OF SALT CEDAR
 AB0723'TREES, 31.2 FEET NORTH OF THE CENTER LINE OF THE TRACK, 5.5 FEET
 AB0723'SOUTHWEST OF A POLE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AB0723'ABOUT 1 FOOT LOWER THAN THE RAILROAD BED.  A STANDARD DISK, STAMPED N
 AB0723'657 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 AB0723'FOOT ABOVE GROUND.
 AB0723
 AB0723                          STATION RECOVERY (1992)
 AB0723
 AB0723'RECOVERY NOTE BY US POWER SQUADRON 1992
 AB0723'RECOVERED IN POOR CONDITION.  NOTE--MARK BURIED 2 FEET, PRIVATE
 AB0723'MARKER 1/2 POST WITH RED FLAG OVER SITE.  POST WITH RED FLAG OVER
 AB0723'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0371 ***********************************************************************
 BZ0371  DESIGNATION -  N 66
 BZ0371  PID         -  BZ0371
 BZ0371  STATE/COUNTY-  TX/LIMESTONE
 BZ0371  USGS QUAD   -  JEWETT (1982)
 BZ0371
 BZ0371                         *CURRENT SURVEY CONTROL
 BZ0371  ___________________________________________________________________
 BZ0371* NAD 83(1986)-  31 21 13.     (N)    096 08 53.     (W)     SCALED    
 BZ0371* NAVD 88     -       150.18   (+/-2cm)     492.7    (feet)  VERTCON   
 BZ0371  ___________________________________________________________________
 BZ0371  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0371
 BZ0371  VERT ORDER  -  FIRST     CLASS II (See Below)
 BZ0371
 BZ0371.The horizontal coordinates were scaled from a topographic map and have
 BZ0371.an estimated accuracy of +/- 6 seconds.
 BZ0371
 BZ0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0371.The vertical order pertains to the NGVD 29 superseded value.
 BZ0371
 BZ0371.The geoid height was determined by GEOID03.
 BZ0371
 BZ0371;                    North         East    Units  Estimated Accuracy
 BZ0371;SPC TX C     - 3,194,500.    1,098,100.      MT  (+/- 180 meters Scaled)
 BZ0371
 BZ0371                          SUPERSEDED SURVEY CONTROL
 BZ0371
 BZ0371  NGVD 29 (??/??/92)  150.149  (m)          492.61   (f) ADJ UNCH    1 2
 BZ0371
 BZ0371.Superseded values are not recommended for survey control.
 BZ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0371.See file dsdata.txt to determine how the superseded data were derived.
 BZ0371
 BZ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV713723(NAD 83)
 BZ0371_MARKER: DB = BENCH MARK DISK
 BZ0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0371_SP_SET: BASE
 BZ0371_STAMPING: ELEV 492.624 FT N 66 1929
 BZ0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0371
 BZ0371  HISTORY     - Date     Condition        Report By
 BZ0371  HISTORY     - 1929     MONUMENTED       CGS
 BZ0371  HISTORY     - 1952     MARK NOT FOUND   NGS
 BZ0371
 BZ0371                          STATION DESCRIPTION
 BZ0371
 BZ0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0371'0.7 MI W FROM JEWETT.
 BZ0371'0.7 MILE WEST ALONG THE OLD ROUTE OF THE ABANDONED HOUSTON AND TEXAS
 BZ0371'CENTRAL RAILROAD FROM JEWETT, LEON COUNTY, 220 YARDS EAST OF THE OLD
 BZ0371'STATION, AT THE NORTHWEST CORNER OF THE OVERHEAD CROSSING OF THE
 BZ0371'MISSOURI PACIFIC RAILROAD, AND ON THE UPPER HORIZONTAL BASE.  A
 BZ0371'STANDARD DISK, STAMPED ELEV 492.624 FT N 66 1929.  NOTE-- IT IS
 BZ0371'BELIEVED TO BE UNDER A 3 FOOT FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0692 ***********************************************************************
 AW0692  DESIGNATION -  N 662
 AW0692  PID         -  AW0692
 AW0692  STATE/COUNTY-  TX/HARRIS
 AW0692  USGS QUAD   -  HARMASTON (1982)
 AW0692
 AW0692                         *CURRENT SURVEY CONTROL
 AW0692  ___________________________________________________________________
 AW0692* NAD 83(1993)-  29 59 53.19501(N)    095 09 48.17406(W)     ADJUSTED  
 AW0692* NAVD 88     -        20.51   (+/-2cm)      67.3    (feet)  VERTCON   
 AW0692  ___________________________________________________________________
 AW0692  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AW0692  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0692
 AW0692  HORZ ORDER  -  SECOND
 AW0692  VERT ORDER  -  THIRD (See Below)
 AW0692
 AW0692.The horizontal coordinates were established by classical geodetic methods
 AW0692.and adjusted by the National Geodetic Survey in February 1996..
 AW0692
 AW0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0692.The vertical order pertains to the NGVD 29 superseded value.
 AW0692
 AW0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0692
 AW0692.The geoid height was determined by GEOID03.
 AW0692
 AW0692;                    North         East     Units Scale Factor Converg.
 AW0692;SPC TXSC     - 4,245,990.601   970,095.760   MT  0.99993005   +1 52 46.6
 AW0692;SPC TXSC     -13,930,387.50  3,182,722.51   sFT  0.99993005   +1 52 46.6
 AW0692;UTM  15      - 3,320,546.235   291,317.910   MT  1.00013731   -1 04 55.3
 AW0692
 AW0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0692!SPC TXSC     -   1.00000109  x   0.99993005  =   0.99993114
 AW0692!UTM  15      -   1.00000109  x   1.00013731  =   1.00013840
 AW0692
 AW0692                          SUPERSEDED SURVEY CONTROL
 AW0692
 AW0692  NAD 83(1986)-  29 59 53.21032(N)    095 09 48.15584(W) AD(       ) 2
 AW0692  NAD 27      -  29 59 52.41971(N)    095 09 47.40561(W) AD(       ) 2
 AW0692  NGVD 29 (07/19/86)   20.51   (m)           67.3    (f) LEVELING    3  
 AW0692
 AW0692.Superseded values are not recommended for survey control.
 AW0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0692.See file dsdata.txt to determine how the superseded data were derived.
 AW0692
 AW0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9131820546(NAD 83)
 AW0692_MARKER: DB = BENCH MARK DISK
 AW0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0692_SP_SET: CULVERT
 AW0692_STAMPING: N 662 1942
 AW0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0692
 AW0692  HISTORY     - Date     Condition        Report By
 AW0692  HISTORY     - 1942     MONUMENTED       CGS
 AW0692  HISTORY     - 1973     GOOD             NGS
 AW0692  HISTORY     - 1973     GOOD             NGS
 AW0692  HISTORY     - 1978     GOOD             NGS
 AW0692  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0692  HISTORY     - 19990916 MARK NOT FOUND   USPSQD
 AW0692  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AW0692
 AW0692                          STATION DESCRIPTION
 AW0692
 AW0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 AW0692'THE STATION MAY BE REACHED BY GOING 4.9 MILES WEST ALONG FARM
 AW0692'ROAD 1960 FROM THE INTERSECTION OF FARM ROAD 2100 AT HUFFMAN.
 AW0692'BENCH MARK N 662 1942 IS 23
 AW0692'FEET NORTH OF THE CENTER LINE OF THE EASTBOUND LANE OF FARM
 AW0692'ROAD 1960, 75 FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND
 AW0692'LANE OF THE ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH
 AW0692'HEADWALL FOR A 36 INCH PIPE CULVERT, 3-1/2 FEET WEST OF THE EAST
 AW0692'END OF THE HEADWALL AND 1 FOOT BELOW THE LEVEL OF THE ROAD.
 AW0692'THE B.M. DISK IS STAMPED N 662 1942.
 AW0692'
 AW0692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 AW0692'WEST OF HUFFMAN
 AW0692
 AW0692                          STATION RECOVERY (1973)
 AW0692
 AW0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0692'4.85 MI W FROM HUFFMAN.
 AW0692'ABOUT 4.85 MILES WEST ALONG HIGHWAY FM 1960 FROM THE INTERSECTION OF
 AW0692'FM 1960 AND FM 2100 AT HUFFMAN.  SET IN THE WEST END OF THE NORTH
 AW0692'HEADWALL OF A 3 FOOT PIPE CULVERT WHICH IS AT THE INTERSECTION OF THE
 AW0692'EAST BOUND LANE OF FM 1960 AND ATASCOCITA ROAD, 23 FEET NORTH OF THE
 AW0692'CENTER LINE OF THE EAST BOUND LANE OF FM 1960, 75 FEET SOUTH OF THE
 AW0692'CENTER LINE OF THE WEST BOUND LANE OF FM 1960, 3 1/2 FEET WEST OF THE
 AW0692'EAST END OF THE HEADWALL.  A C AND GS DISK ABOUT 1 FOOT BELOW THE
 AW0692'LEVEL OF THE HIGHWAY AND CEMENTED IN A DRILL HOLE IN THE HEADWALL.
 AW0692
 AW0692                          STATION RECOVERY (1978)
 AW0692
 AW0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0692'RECOVERED IN GOOD CONDITION.
 AW0692
 AW0692                          STATION RECOVERY (1987)
 AW0692
 AW0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0692'THERE IS A NEW CULVERT AT THIS LOCATION.
 AW0692
 AW0692                          STATION RECOVERY (1999)
 AW0692
 AW0692'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0692'MARK NOT FOUND.
 AW0692
 AW0692                          STATION RECOVERY (2004)
 AW0692
 AW0692'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3085 ***********************************************************************
 AW3085  DESIGNATION -  N 663 RESET 1960
 AW3085  PID         -  AW3085
 AW3085  STATE/COUNTY-  TX/LIBERTY
 AW3085  USGS QUAD   -  SHILOH (1993)
 AW3085
 AW3085                         *CURRENT SURVEY CONTROL
 AW3085  ___________________________________________________________________
 AW3085* NAD 83(1986)-  29 55 57.     (N)    094 42 14.     (W)     SCALED    
 AW3085* NAVD 88     -         9.21   (+/-2cm)      30.2    (feet)  VERTCON   
 AW3085  ___________________________________________________________________
 AW3085  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3085
 AW3085  VERT ORDER  -  THIRD (See Below)
 AW3085
 AW3085.The horizontal coordinates were scaled from a topographic map and have
 AW3085.an estimated accuracy of +/- 6 seconds.
 AW3085
 AW3085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3085.The vertical order pertains to the NGVD 29 superseded value.
 AW3085
 AW3085.The geoid height was determined by GEOID03.
 AW3085
 AW3085;                    North         East    Units  Estimated Accuracy
 AW3085;SPC TX C     - 3,043,220.    1,243,330.      MT  (+/- 180 meters Scaled)
 AW3085
 AW3085                          SUPERSEDED SURVEY CONTROL
 AW3085
 AW3085  NGVD 29 (??/??/??)    9.22   (m)           30.2    (f) RESET       3  
 AW3085
 AW3085.Superseded values are not recommended for survey control.
 AW3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3085.See file dsdata.txt to determine how the superseded data were derived.
 AW3085
 AW3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP355125(NAD 83)
 AW3085_MARKER: DB = BENCH MARK DISK
 AW3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3085_STAMPING: N 663 RESET 1960
 AW3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3085+STABILITY: SURFACE MOTION
 AW3085
 AW3085  HISTORY     - Date     Condition        Report By
 AW3085  HISTORY     - 1960     MONUMENTED       CGS
 AW3085  HISTORY     - 1971     GOOD             NGS
 AW3085  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW3085
 AW3085                          STATION DESCRIPTION
 AW3085
 AW3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AW3085'11.6 MI SE FROM LIBERTY.
 AW3085'ABOUT 11.6 MILES SOUTHEAST OF LIBERTY, WHICH IS 0.8 MILE EAST ALONG
 AW3085'U.S. HIGHWAY NO. 90 FROM THE T. AND N.O.R.R. DEPOT AND THEN SOUTH ON
 AW3085'F.M. ROAD NO. 563, 10.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A
 AW3085'STANDARD DISK STAMPED N 663 RESET 1960 IN A CONCRETE POST WHICH
 AW3085'PROJECTS ABOUT 3 INCHES, IN THE EAST SIDE OF THE WEST RIGHT-OF-WAY
 AW3085'FENCE LINE, 2 FEET NORTH OF A 4 X 4 POST, 5 FEET SOUTH OF A POWER POLE
 AW3085'AND ABOUT 0.2 MILE NORTH OF A SMALL BRIDGE.
 AW3085
 AW3085                          STATION RECOVERY (1971)
 AW3085
 AW3085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW3085'RECOVERED IN GOOD CONDITION.
 AW3085
 AW3085                          STATION RECOVERY (2005)
 AW3085
 AW3085'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3086 ***********************************************************************
 AW3086  DESIGNATION -  N 663 RESET 1971
 AW3086  PID         -  AW3086
 AW3086  STATE/COUNTY-  TX/LIBERTY
 AW3086  USGS QUAD   -  SHILOH (1993)
 AW3086
 AW3086                         *CURRENT SURVEY CONTROL
 AW3086  ___________________________________________________________________
 AW3086* NAD 83(1986)-  29 55 56.     (N)    094 42 14.     (W)     SCALED    
 AW3086* NAVD 88     -         9.63   (+/-2cm)      31.6    (feet)  VERTCON   
 AW3086  ___________________________________________________________________
 AW3086  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3086
 AW3086  VERT ORDER  -  THIRD (See Below)
 AW3086
 AW3086.The horizontal coordinates were scaled from a topographic map and have
 AW3086.an estimated accuracy of +/- 6 seconds.
 AW3086
 AW3086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3086.The vertical order pertains to the NGVD 29 superseded value.
 AW3086
 AW3086.The geoid height was determined by GEOID03.
 AW3086
 AW3086;                    North         East    Units  Estimated Accuracy
 AW3086;SPC TX C     - 3,043,190.    1,243,330.      MT  (+/- 180 meters Scaled)
 AW3086
 AW3086                          SUPERSEDED SURVEY CONTROL
 AW3086
 AW3086  NGVD 29 (01/29/03)    9.63   (m)           31.6    (f) RESET       3  
 AW3086
 AW3086.Superseded values are not recommended for survey control.
 AW3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3086.See file dsdata.txt to determine how the superseded data were derived.
 AW3086
 AW3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP355124(NAD 83)
 AW3086_MARKER: DB = BENCH MARK DISK
 AW3086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3086_SP_SET: ABUTMENT
 AW3086_STAMPING: N 663 RESET 1971
 AW3086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3086+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3086
 AW3086  HISTORY     - Date     Condition        Report By
 AW3086  HISTORY     - 1971     MONUMENTED       NGS
 AW3086  HISTORY     - 20040407 GOOD             USPSQD
 AW3086  HISTORY     - 20050515 GOOD             USPSQD
 AW3086
 AW3086                          STATION DESCRIPTION
 AW3086
 AW3086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AW3086'11.0 MI S FROM LIBERTY.
 AW3086'ABOUT 10.7 MILES SOUTH FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND
 AW3086'FARM ROAD 563 IN LIBERTY, AT THE NORTH END, ON THE WEST SIDE OF A
 AW3086'CONCRETE BRIDGE ABUTMENT, ALONG FARM ROAD 563, 22.6 FEET SOUTH OF THE
 AW3086'NORTH END OF A METAL GUARD RAIL, 22 FEET WEST OF THE CENTER LINE OF
 AW3086'FARM ROAD 563, 2.9 FEET SOUTH OF THE NORTH END OF THE ABUTMENT, 3 FEET
 AW3086'NORTH OF THE NORTH EDGE OF CONCRETE SLAB OF BRIDGE CROSSING ROAD AND
 AW3086'THE ABUTMENT IS ABOUT THE SAME ELEVATION AS THE ROAD-BED.
 AW3086
 AW3086                          STATION RECOVERY (2004)
 AW3086
 AW3086'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3086'RECOVERED IN GOOD CONDITION.
 AW3086
 AW3086                          STATION RECOVERY (2005)
 AW3086
 AW3086'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0702 ***********************************************************************
 AW0702  DESIGNATION -  N 664
 AW0702  PID         -  AW0702
 AW0702  STATE/COUNTY-  TX/HARRIS
 AW0702  USGS QUAD   -  SHEEKS (1993)
 AW0702
 AW0702                         *CURRENT SURVEY CONTROL
 AW0702  ___________________________________________________________________
 AW0702* NAD 83(1986)-  29 57 59.     (N)    094 59 41.     (W)     SCALED    
 AW0702* NAVD 88     -        18.438  (meters)      60.49   (feet)  ADJUSTED  
 AW0702  ___________________________________________________________________
 AW0702  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW0702  DYNAMIC HT  -          18.413 (meters)      60.41  (feet)  COMP
 AW0702  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 AW0702
 AW0702  VERT ORDER  -  FIRST     CLASS II
 AW0702
 AW0702.The horizontal coordinates were scaled from a topographic map and have
 AW0702.an estimated accuracy of +/- 6 seconds.
 AW0702
 AW0702.The orthometric height was determined by differential leveling
 AW0702.and adjusted by the National Geodetic Survey in June 1991..
 AW0702
 AW0702.The geoid height was determined by GEOID03.
 AW0702
 AW0702.The dynamic height is computed by dividing the NAVD 88
 AW0702.geopotential number by the normal gravity value computed on the
 AW0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0702.degrees latitude (g = 980.6199 gals.).
 AW0702
 AW0702.The modeled gravity was interpolated from observed gravity values.
 AW0702
 AW0702;                    North         East    Units  Estimated Accuracy
 AW0702;SPC TXSC     - 4,243,020.      986,480.      MT  (+/- 180 meters Scaled)
 AW0702
 AW0702                          SUPERSEDED SURVEY CONTROL
 AW0702
 AW0702  NGVD 29 (12/23/87)   18.438  (m)           60.49   (f) ADJUSTED    1 2
 AW0702
 AW0702.Superseded values are not recommended for survey control.
 AW0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0702.See file dsdata.txt to determine how the superseded data were derived.
 AW0702
 AW0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP075167(NAD 83)
 AW0702_MARKER: DB = BENCH MARK DISK
 AW0702_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0702+WITH SETTING: PAVEMENT
 AW0702_SP_SET: ABANDONED SEMAPHORE BASE
 AW0702_STAMPING: N 664 1942
 AW0702_MARK LOGO: CGS   
 AW0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0702+STABILITY: SURFACE MOTION
 AW0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0702+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0702
 AW0702  HISTORY     - Date     Condition        Report By
 AW0702  HISTORY     - 1942     MONUMENTED       CGS
 AW0702  HISTORY     - 1972     GOOD             NGS
 AW0702  HISTORY     - 1978     GOOD             NGS
 AW0702  HISTORY     - 1987     GOOD             NGS
 AW0702  HISTORY     - 19971115 GOOD             USPSQD
 AW0702  HISTORY     - 20040317 GOOD             USPSQD
 AW0702
 AW0702                          STATION DESCRIPTION
 AW0702
 AW0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0702'5.9 MI NE FROM CROSBY.
 AW0702'ABOUT 5.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0702'CROSSING OF MAIN STREET, 0.7 MILE SOUTHWEST OF THE SOUTHWEST END OF
 AW0702'THE US HIGHWAY 90 BRIDGE OVER CEDAR BAYOU, SET IN THE TOP OF THE NORTH
 AW0702'CORNER OF A 1 1/2-FOOT SQUARE CONCRETE BLOCK WHICH PROJECTS 0.3 FOOT,
 AW0702'8.9 FEET NORTHWEST OF THE NORTHWEST RAIL, 7.5 FEET NORTHEAST OF THE
 AW0702'NORTH CORNER OF THE CONCRETE BASE TO SEMAPHORE NO. 335.3 ABOUT LEVEL
 AW0702'WITH US HIGHWAY 90 AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 AW0702
 AW0702                          STATION RECOVERY (1978)
 AW0702
 AW0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0702'RECOVERED IN GOOD CONDITION.
 AW0702
 AW0702                          STATION RECOVERY (1987)
 AW0702
 AW0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0702'RECOVERED IN GOOD CONDITION.
 AW0702
 AW0702                          STATION RECOVERY (1997)
 AW0702
 AW0702'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0702'RECOVERED IN GOOD CONDITION.
 AW0702
 AW0702                          STATION RECOVERY (2004)
 AW0702
 AW0702'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0172 ***********************************************************************
 BL0172  DESIGNATION -  N 665
 BL0172  PID         -  BL0172
 BL0172  STATE/COUNTY-  TX/LIBERTY
 BL0172  USGS QUAD   -  NOME (1984)
 BL0172
 BL0172                         *CURRENT SURVEY CONTROL
 BL0172  ___________________________________________________________________
 BL0172* NAD 83(1986)-  30 01 55.     (N)    094 27 11.     (W)     SCALED    
 BL0172* NAVD 88     -        13.438  (meters)      44.09   (feet)  ADJUSTED  
 BL0172  ___________________________________________________________________
 BL0172  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0172  DYNAMIC HT  -          13.420 (meters)      44.03  (feet)  COMP
 BL0172  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 BL0172
 BL0172  VERT ORDER  -  FIRST     CLASS I
 BL0172
 BL0172.The horizontal coordinates were scaled from a topographic map and have
 BL0172.an estimated accuracy of +/- 6 seconds.
 BL0172
 BL0172.The orthometric height was determined by differential leveling
 BL0172.and adjusted by the National Geodetic Survey in June 1991..
 BL0172
 BL0172.The geoid height was determined by GEOID03.
 BL0172
 BL0172.The dynamic height is computed by dividing the NAVD 88
 BL0172.geopotential number by the normal gravity value computed on the
 BL0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0172.degrees latitude (g = 980.6199 gals.).
 BL0172
 BL0172.The modeled gravity was interpolated from observed gravity values.
 BL0172
 BL0172;                    North         East    Units  Estimated Accuracy
 BL0172;SPC TX C     - 3,055,480.    1,266,930.      MT  (+/- 180 meters Scaled)
 BL0172
 BL0172                          SUPERSEDED SURVEY CONTROL
 BL0172
 BL0172  NGVD 29 (??/??/92)   13.446  (m)           44.11   (f) ADJ UNCH    1 1
 BL0172
 BL0172.Superseded values are not recommended for survey control.
 BL0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0172.See file dsdata.txt to determine how the superseded data were derived.
 BL0172
 BL0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP598232(NAD 83)
 BL0172_MARKER: DB = BENCH MARK DISK
 BL0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0172_STAMPING: N 665 1942
 BL0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0172+STABILITY: SURFACE MOTION
 BL0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0172+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0172
 BL0172  HISTORY     - Date     Condition        Report By
 BL0172  HISTORY     - 1942     MONUMENTED       CGS
 BL0172  HISTORY     - 1972     GOOD             NGS
 BL0172  HISTORY     - 1988     GOOD             USPSQD
 BL0172  HISTORY     - 19900412 GOOD             USPSQD
 BL0172  HISTORY     - 19930127 GOOD             USPSQD
 BL0172  HISTORY     - 19950817 GOOD             USPSQD
 BL0172  HISTORY     - 20041004 GOOD             USPSQD
 BL0172
 BL0172                          STATION DESCRIPTION
 BL0172
 BL0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0172'1.75 MI W FROM NOME.
 BL0172'ABOUT 1.75 MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE, ABOUT
 BL0172'0.15 MILE EAST OF THE SOUTHERN PACIFIC RAILROAD MILE POST NO.300,
 BL0172'ABOUT 70 YARDS WEST OF RAILROAD SEMAPHORE NO.299-8, 98.3 FEET NORTH OF
 BL0172'THE CENTER LINE OF THE HIGHWAY, 59.1 FEET SOUTH OF THE SOUTH RAIL, 53
 BL0172'FEET SOUTHEAST OF TELEGRAPH POLE NO.E13F - THE FOURTH POLE EAST OF THE
 BL0172'MILE POST, 3 FEET WEST OF THE CENTER OF A FOOT PATH, 1.3 FEET NORTH OF
 BL0172'A CONCRETE WITNESS POST, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 BL0172'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BL0172'CONCRETE POST PROJECTING 0.6 FOOT.
 BL0172
 BL0172                          STATION RECOVERY (1988)
 BL0172
 BL0172'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0172'RECOVERED IN GOOD CONDITION.
 BL0172
 BL0172                          STATION RECOVERY (1990)
 BL0172
 BL0172'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0172'RECOVERED IN GOOD CONDITION.
 BL0172
 BL0172                          STATION RECOVERY (1993)
 BL0172
 BL0172'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0172'RECOVERED IN GOOD CONDITION.
 BL0172
 BL0172                          STATION RECOVERY (1995)
 BL0172
 BL0172'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0172'RECOVERED IN GOOD CONDITION.
 BL0172
 BL0172                          STATION RECOVERY (2004)
 BL0172
 BL0172'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0821 ***********************************************************************
 AW0821  DESIGNATION -  N 666
 AW0821  PID         -  AW0821
 AW0821  STATE/COUNTY-  TX/HARRIS
 AW0821  USGS QUAD   -  HARMASTON (1982)
 AW0821
 AW0821                         *CURRENT SURVEY CONTROL
 AW0821  ___________________________________________________________________
 AW0821* NAD 83(1986)-  29 55 04.     (N)    095 13 15.     (W)     SCALED    
 AW0821* NAVD 88     -        17.530  (meters)      57.51   (feet)  ADJUSTED  
 AW0821  ___________________________________________________________________
 AW0821  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW0821  DYNAMIC HT  -          17.506 (meters)      57.43  (feet)  COMP
 AW0821  MODELED GRAV-     979,297.2   (mgal)                       NAVD 88
 AW0821
 AW0821  VERT ORDER  -  FIRST     CLASS II
 AW0821
 AW0821.The horizontal coordinates were scaled from a topographic map and have
 AW0821.an estimated accuracy of +/- 6 seconds.
 AW0821
 AW0821.The orthometric height was determined by differential leveling
 AW0821.and adjusted by the National Geodetic Survey in June 1991..
 AW0821
 AW0821.The geoid height was determined by GEOID03.
 AW0821
 AW0821.The dynamic height is computed by dividing the NAVD 88
 AW0821.geopotential number by the normal gravity value computed on the
 AW0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0821.degrees latitude (g = 980.6199 gals.).
 AW0821
 AW0821.The modeled gravity was interpolated from observed gravity values.
 AW0821
 AW0821;                    North         East    Units  Estimated Accuracy
 AW0821;SPC TXSC     - 4,236,910.      964,840.      MT  (+/- 180 meters Scaled)
 AW0821
 AW0821                          SUPERSEDED SURVEY CONTROL
 AW0821
 AW0821  NGVD 29 (12/23/87)   17.528  (m)           57.51   (f) ADJUSTED    1 2
 AW0821
 AW0821.Superseded values are not recommended for survey control.
 AW0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0821.See file dsdata.txt to determine how the superseded data were derived.
 AW0821
 AW0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP856117(NAD 83)
 AW0821_MARKER: DB = BENCH MARK DISK
 AW0821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0821_SP_SET: HEADWALL
 AW0821_STAMPING: N 666 1947
 AW0821_MARK LOGO: CGS   
 AW0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0821+STABILITY: SURFACE MOTION
 AW0821
 AW0821  HISTORY     - Date     Condition        Report By
 AW0821  HISTORY     - 1947     MONUMENTED       CGS
 AW0821  HISTORY     - 1973     GOOD             NGS
 AW0821  HISTORY     - 1978     GOOD             NGS
 AW0821  HISTORY     - 1987     GOOD             NGS
 AW0821
 AW0821                          STATION DESCRIPTION
 AW0821
 AW0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0821'2.4 MI NE FROM DYERSDALE.
 AW0821'ABOUT 2.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW0821'CROSSING OF THE LAKE HOUSTON PARKWAY AT DYERSDALE, SET IN THE TOP OF
 AW0821'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL FOR A 5-BY-5-FOOT
 AW0821'BOX CULVERT UNDER THE TRACK, 0.2 MILE SOUTHWEST OF THE CROSSING OF AN
 AW0821'OVERHEAD POWER LINE, 8 1/2 RAILS SOUTHWEST OF BLOCK SIGNAL NO. 387.4,
 AW0821'9 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT NORTHEAST OF THE
 AW0821'SOUTHWEST END OF THE HEADWALL AND 3 FEET BELOW THE LEVEL OF THE TRACK.
 AW0821
 AW0821                          STATION RECOVERY (1978)
 AW0821
 AW0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0821'RECOVERED IN GOOD CONDITION.
 AW0821
 AW0821                          STATION RECOVERY (1987)
 AW0821
 AW0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3426 ***********************************************************************
 AW3426  DESIGNATION -  N 667 RESET 1958
 AW3426  PID         -  AW3426
 AW3426  STATE/COUNTY-  TX/HARRIS
 AW3426  USGS QUAD   -  HARMASTON (1982)
 AW3426
 AW3426                         *CURRENT SURVEY CONTROL
 AW3426  ___________________________________________________________________
 AW3426* NAD 83(1986)-  29 56 04.     (N)    095 13 45.     (W)     SCALED    
 AW3426* NAVD 88     -        16.96   (+/-2cm)      55.6    (feet)  VERTCON   
 AW3426  ___________________________________________________________________
 AW3426  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3426
 AW3426  VERT ORDER  -  THIRD (See Below)
 AW3426
 AW3426.The horizontal coordinates were scaled from a topographic map and have
 AW3426.an estimated accuracy of +/- 6 seconds.
 AW3426
 AW3426.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3426.The vertical order pertains to the NGVD 29 superseded value.
 AW3426
 AW3426.The geoid height was determined by GEOID03.
 AW3426
 AW3426;                    North         East    Units  Estimated Accuracy
 AW3426;SPC TXSC     - 4,238,730.      963,980.      MT  (+/- 180 meters Scaled)
 AW3426
 AW3426                          SUPERSEDED SURVEY CONTROL
 AW3426
 AW3426  NGVD 29 (01/29/03)   16.96   (m)           55.6    (f) RESET       3  
 AW3426
 AW3426.Superseded values are not recommended for survey control.
 AW3426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3426.See file dsdata.txt to determine how the superseded data were derived.
 AW3426
 AW3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP848136(NAD 83)
 AW3426_MARKER: DB = BENCH MARK DISK
 AW3426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3426_STAMPING: N 667 RESET 1958
 AW3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3426+STABILITY: SURFACE MOTION
 AW3426
 AW3426  HISTORY     - Date     Condition        Report By
 AW3426  HISTORY     - 1958     MONUMENTED       LOCENG
 AW3426  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 AW3426
 AW3426                          STATION DESCRIPTION
 AW3426
 AW3426'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 AW3426'8.5 MI E FROM ALDINE.
 AW3426'0.20 MILE SOUTH ALONG FARM ROAD 525 FROM THE OLD HIGH SCHOOL AT
 AW3426'ALDINE, THENCE 3.35 MILES EAST ALONG FARM ROAD 525, THENE 0.4 MILE
 AW3426'EAST ALONG ALDINE-BENDER ROAD, THENCE 0.8 MILE NORTHEAST ALONG OLD
 AW3426'HUMBLE ROAD, THENCE 3.65 MILES EAST ALONG NORTH BELT DRIVE.  0.3 MILE
 AW3426'EAST OF A BRIDGE, 1.5 FEET SOUTH OF NORTH RIGHT-OF-WAY FENCE, 4 FEET
 AW3426'WEST OF A 4 X 4 INCH WOOD POST, AND SET IN THE TOP OF A CONCRETE POST
 AW3426'PROJECTING 0.5 FOOT.
 AW3426
 AW3426                          STATION RECOVERY (2004)
 AW3426
 AW3426'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3375 ***********************************************************************
 AW3375  DESIGNATION -  N 668
 AW3375  PID         -  AW3375
 AW3375  STATE/COUNTY-  TX/FORT BEND
 AW3375  USGS QUAD   -  ALMEDA (1995)
 AW3375
 AW3375                         *CURRENT SURVEY CONTROL
 AW3375  ___________________________________________________________________
 AW3375* NAD 83(1986)-  29 33 09.     (N)    095 26 36.     (W)     SCALED    
 AW3375* NAVD 88     -        21.30   (+/-2cm)      69.9    (feet)  VERTCON   
 AW3375  ___________________________________________________________________
 AW3375  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3375
 AW3375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3375
 AW3375.The horizontal coordinates were scaled from a topographic map and have
 AW3375.an estimated accuracy of +/- 6 seconds.
 AW3375
 AW3375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3375.The vertical order pertains to the NGVD 29 superseded value.
 AW3375
 AW3375.The geoid height was determined by GEOID03.
 AW3375
 AW3375;                    North         East    Units  Estimated Accuracy
 AW3375;SPC TXSC     - 4,195,770.      944,600.      MT  (+/- 180 meters Scaled)
 AW3375
 AW3375                          SUPERSEDED SURVEY CONTROL
 AW3375
 AW3375  NGVD 29 (??/??/92)   21.293  (m)           69.86   (f) ADJ UNCH    2 0
 AW3375
 AW3375.Superseded values are not recommended for survey control.
 AW3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3375.See file dsdata.txt to determine how the superseded data were derived.
 AW3375
 AW3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN632716(NAD 83)
 AW3375_MARKER: DB = BENCH MARK DISK
 AW3375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3375_SP_SET: CULVERT
 AW3375_STAMPING: N 668 1942
 AW3375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3375
 AW3375  HISTORY     - Date     Condition        Report By
 AW3375  HISTORY     - 1942     MONUMENTED       CGS
 AW3375  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW3375
 AW3375                          STATION DESCRIPTION
 AW3375
 AW3375'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3375'3.25 MI N FROM ARCOLA.
 AW3375'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 6 AND NO. 288 AT
 AW3375'ARCOLA-- PROCEED 3.25 MILES NORTHERLY ALONG STATE HIGHWAY NO. 288 TO
 AW3375'SITE OF BENCH MARK.  BENCH MARK IS 15.0 FEET WEST OF AND ABOUT 0.5
 AW3375'FOOT ABOVE THE CENTERLINE OF HIGHWAY AND SET HORIZONTALLY IN THE SOUTH
 AW3375'END OF THE WEST HEADWALL OF A CONCRETE CULVERT.  NOTE-- BENCH MARK IS
 AW3375'ALSO 3.85 MILES SOUTH OF ALMEDA.
 AW3375
 AW3375                          STATION RECOVERY (1994)
 AW3375
 AW3375'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2038 ***********************************************************************
 AW2038  DESIGNATION -  N 668 RESET
 AW2038  PID         -  AW2038
 AW2038  STATE/COUNTY-  TX/FORT BEND
 AW2038  USGS QUAD   -  ALMEDA (1995)
 AW2038
 AW2038                         *CURRENT SURVEY CONTROL
 AW2038  ___________________________________________________________________
 AW2038* NAD 83(1986)-  29 33 10.     (N)    095 26 36.     (W)     SCALED    
 AW2038* NAVD 88     -        19.907  (meters)      65.31   (feet)  ADJUSTED  
 AW2038  ___________________________________________________________________
 AW2038  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW2038  DYNAMIC HT  -          19.880 (meters)      65.22  (feet)  COMP
 AW2038  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 AW2038
 AW2038  VERT ORDER  -  FIRST     CLASS II
 AW2038
 AW2038.The horizontal coordinates were scaled from a topographic map and have
 AW2038.an estimated accuracy of +/- 6 seconds.
 AW2038
 AW2038.The orthometric height was determined by differential leveling
 AW2038.and adjusted by the National Geodetic Survey in June 1991..
 AW2038
 AW2038.The geoid height was determined by GEOID03.
 AW2038
 AW2038.The dynamic height is computed by dividing the NAVD 88
 AW2038.geopotential number by the normal gravity value computed on the
 AW2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2038.degrees latitude (g = 980.6199 gals.).
 AW2038
 AW2038.The modeled gravity was interpolated from observed gravity values.
 AW2038
 AW2038;                    North         East    Units  Estimated Accuracy
 AW2038;SPC TXSC     - 4,195,800.      944,600.      MT  (+/- 180 meters Scaled)
 AW2038
 AW2038                          SUPERSEDED SURVEY CONTROL
 AW2038
 AW2038  NGVD 29 (12/23/87)   19.903  (m)           65.30   (f) ADJUSTED    1 2
 AW2038
 AW2038.Superseded values are not recommended for survey control.
 AW2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2038.See file dsdata.txt to determine how the superseded data were derived.
 AW2038
 AW2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN632717(NAD 83)
 AW2038_MARKER: DB = BENCH MARK DISK
 AW2038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2038_SP_SET: HEADWALL
 AW2038_STAMPING: N 668 RESET 1948
 AW2038_MARK LOGO: TXHD  
 AW2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2038+STABILITY: SURFACE MOTION
 AW2038
 AW2038  HISTORY     - Date     Condition        Report By
 AW2038  HISTORY     - 1948     MONUMENTED       TXHD
 AW2038  HISTORY     - 1973     GOOD             NGS
 AW2038  HISTORY     - 1978     GOOD             NGS
 AW2038  HISTORY     - 1987     GOOD             USPSQD
 AW2038  HISTORY     - 1987     GOOD             NGS
 AW2038  HISTORY     - 1988     GOOD             USPSQD
 AW2038  HISTORY     - 1988     GOOD             USPSQD
 AW2038  HISTORY     - 1989     GOOD             USPSQD
 AW2038  HISTORY     - 1989     GOOD             USPSQD
 AW2038  HISTORY     - 1989     GOOD             USPSQD
 AW2038  HISTORY     - 19900805 GOOD             USPSQD
 AW2038  HISTORY     - 19901208 GOOD             USPSQD
 AW2038  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW2038  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW2038
 AW2038                          STATION DESCRIPTION
 AW2038
 AW2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2038'3.3 MI N FROM ARCOLA.
 AW2038'3.3 MILES NORTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION OF STATE
 AW2038'HIGHWAY 6 AT ARCOLA, 0.55 MILE NORTH OF THE CROSSING OF AMERICAN
 AW2038'CANAL, IN THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END OF THE WEST
 AW2038'CONCRETE HEADWALL OF A PIPE CULVERT, 24 1/2 FEET WEST OF THE CENTER
 AW2038'LINE OF THE HIGHWAY, 0.15 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD
 AW2038'WEST TO STOCK PENS, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2038
 AW2038                          STATION RECOVERY (1978)
 AW2038
 AW2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2038'RECOVERED IN GOOD CONDITION.
 AW2038
 AW2038                          STATION RECOVERY (1987)
 AW2038
 AW2038'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2038'RECOVERED IN GOOD CONDITION.
 AW2038
 AW2038                          STATION RECOVERY (1987)
 AW2038
 AW2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2038'RECOVERED IN GOOD CONDITION.
 AW2038
 AW2038                          STATION RECOVERY (1988)
 AW2038
 AW2038'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2038'RECOVERED IN GOOD CONDITION.
 AW2038
 AW2038                          STATION RECOVERY (1988)
 AW2038
 AW2038'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2038'RECOVERED IN GOOD CONDITION.
 AW2038
 AW2038                          STATION RECOVERY (1989)
 AW2038
 AW2038'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2038'RECOVERED IN GOOD CONDITION.
 AW2038
 AW2038                          STATION RECOVERY (1989)
 AW2038
 AW2038'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2038'RECOVERED IN GOOD CONDITION.
 AW2038
 AW2038                          STATION RECOVERY (1989)
 AW2038
 AW2038'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2038'RECOVERED IN GOOD CONDITION.
 AW2038
 AW2038                          STATION RECOVERY (1990)
 AW2038
 AW2038'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2038'RECOVERED IN GOOD CONDITION.
 AW2038
 AW2038                          STATION RECOVERY (1990)
 AW2038
 AW2038'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2038'RECOVERED IN GOOD CONDITION.
 AW2038
 AW2038                          STATION RECOVERY (1994)
 AW2038
 AW2038'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2038'MARK NOT FOUND.
 AW2038
 AW2038                          STATION RECOVERY (2005)
 AW2038
 AW2038'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3328 ***********************************************************************
 AW3328  DESIGNATION -  N 669 RESET 1955
 AW3328  PID         -  AW3328
 AW3328  STATE/COUNTY-  TX/HARRIS
 AW3328  USGS QUAD   -  BELLAIRE (1995)
 AW3328
 AW3328                         *CURRENT SURVEY CONTROL
 AW3328  ___________________________________________________________________
 AW3328* NAD 83(1986)-  29 44 17.     (N)    095 29 18.     (W)     SCALED    
 AW3328* NAVD 88     -        20.65   (+/-2cm)      67.7    (feet)  VERTCON   
 AW3328  ___________________________________________________________________
 AW3328  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW3328
 AW3328  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3328
 AW3328.The horizontal coordinates were scaled from a topographic map and have
 AW3328.an estimated accuracy of +/- 6 seconds.
 AW3328
 AW3328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3328.The vertical order pertains to the NGVD 29 superseded value.
 AW3328
 AW3328.The geoid height was determined by GEOID03.
 AW3328
 AW3328;                    North         East    Units  Estimated Accuracy
 AW3328;SPC TXSC     - 4,216,190.      939,630.      MT  (+/- 180 meters Scaled)
 AW3328
 AW3328                          SUPERSEDED SURVEY CONTROL
 AW3328
 AW3328  NGVD 29 (??/??/92)   20.641  (m)           67.72   (f) ADJ UNCH    1 2
 AW3328
 AW3328.Superseded values are not recommended for survey control.
 AW3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3328.See file dsdata.txt to determine how the superseded data were derived.
 AW3328
 AW3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN593923(NAD 83)
 AW3328_MARKER: DB = BENCH MARK DISK
 AW3328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3328_SP_SET: CULVERT
 AW3328_STAMPING: N 669 RESET 1955
 AW3328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3328
 AW3328  HISTORY     - Date     Condition        Report By
 AW3328  HISTORY     - 1955     MONUMENTED       CGS
 AW3328  HISTORY     - 1964     GOOD             NGS
 AW3328  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3328  HISTORY     - 19931123 MARK NOT FOUND   USPSQD
 AW3328
 AW3328                          STATION DESCRIPTION
 AW3328
 AW3328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3328'3.6  MI NW FROM BELLAIRE.
 AW3328'ABOUT 0.25 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW3328'BELLAIRE, THENCE 2.1 MILES NORTH ALONG RICE AVENUE, THENCE 0.35 MILE
 AW3328'WEST ALONG WEST ALABAMA STREET, THENCE 0.9 MILE WEST ALONG WESTHEIMER
 AW3328'ROAD, AT THE INTERSECTION OF POTOMAC DRIVE, 46 FEET NORTH OF THE
 AW3328'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST
 AW3328'CONCRETE HEAD WALL OF A 24-INCH CULVERT UNDER POTOMAC DRIVE, 74 FEET
 AW3328'SOUTH OF THE SOUTHEAST CORNER OF THE BERING LUMBER COMPANY OFFICE
 AW3328'BUILDING, 19 FEET WEST OF THE CENTER LINE OF POTOMAC DRIVE, AND ABOUT
 AW3328'LEVEL WITH THE ROADS.
 AW3328
 AW3328                          STATION RECOVERY (1973)
 AW3328
 AW3328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3328'MARK NOT FOUND.
 AW3328
 AW3328                          STATION RECOVERY (1993)
 AW3328
 AW3328'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1034 ***********************************************************************
 AB1034  DESIGNATION -  N 670
 AB1034  PID         -  AB1034
 AB1034  STATE/COUNTY-  TX/KENEDY
 AB1034  USGS QUAD   -  ROSITA LAKE (1975)
 AB1034
 AB1034                         *CURRENT SURVEY CONTROL
 AB1034  ___________________________________________________________________
 AB1034* NAD 83(1986)-  26 42 25.     (N)    097 38 50.     (W)     SCALED    
 AB1034* NAVD 88     -         4.847  (meters)      15.90   (feet)  ADJUSTED  
 AB1034  ___________________________________________________________________
 AB1034  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AB1034  DYNAMIC HT  -           4.839 (meters)      15.88  (feet)  COMP
 AB1034  MODELED GRAV-     979,071.0   (mgal)                       NAVD 88
 AB1034
 AB1034  VERT ORDER  -  SECOND    CLASS 0
 AB1034
 AB1034.The horizontal coordinates were scaled from a topographic map and have
 AB1034.an estimated accuracy of +/- 6 seconds.
 AB1034
 AB1034.The orthometric height was determined by differential leveling
 AB1034.and adjusted by the National Geodetic Survey in June 1991..
 AB1034
 AB1034.The geoid height was determined by GEOID03.
 AB1034
 AB1034.The dynamic height is computed by dividing the NAVD 88
 AB1034.geopotential number by the normal gravity value computed on the
 AB1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1034.degrees latitude (g = 980.6199 gals.).
 AB1034
 AB1034.The modeled gravity was interpolated from observed gravity values.
 AB1034
 AB1034;                    North         East    Units  Estimated Accuracy
 AB1034;SPC TX S     - 5,115,540.      384,850.      MT  (+/- 180 meters Scaled)
 AB1034
 AB1034                          SUPERSEDED SURVEY CONTROL
 AB1034
 AB1034  NGVD 29 (??/??/92)    4.926  (m)           16.16   (f) ADJ UNCH    2 0
 AB1034
 AB1034.Superseded values are not recommended for survey control.
 AB1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1034.See file dsdata.txt to determine how the superseded data were derived.
 AB1034
 AB1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ345546(NAD 83)
 AB1034_MARKER: DB = BENCH MARK DISK
 AB1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1034_STAMPING: N 670 1942
 AB1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1034+STABILITY: SURFACE MOTION
 AB1034
 AB1034  HISTORY     - Date     Condition        Report By
 AB1034  HISTORY     - 1942     MONUMENTED       CGS
 AB1034  HISTORY     - 1956     GOOD             USGS
 AB1034
 AB1034                          STATION DESCRIPTION
 AB1034
 AB1034'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1034'5.0 MI SE FROM NORIAS RANCH.
 AB1034'FROM NORIAS RANCH PROCEED 1.1 MILE SOUTHEAST ALONG HARD SURFACE ROAD
 AB1034'TO A GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 3.9 MILES ALONG TRACK
 AB1034'ROAD, 15 FEET EAST OF CENTERLINE ROAD, AND SET IN THE TOP OF A
 AB1034'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0506 ***********************************************************************
 AB0506  DESIGNATION -  N 671
 AB0506  PID         -  AB0506
 AB0506  STATE/COUNTY-  TX/WILLACY
 AB0506  USGS QUAD   -  WILLAMAR (1982)
 AB0506
 AB0506                         *CURRENT SURVEY CONTROL
 AB0506  ___________________________________________________________________
 AB0506* NAD 83(1986)-  26 28 51.     (N)    097 35 59.     (W)     SCALED    
 AB0506* NAVD 88     -         5.069  (meters)      16.63   (feet)  ADJUSTED  
 AB0506  ___________________________________________________________________
 AB0506  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AB0506  DYNAMIC HT  -           5.061 (meters)      16.60  (feet)  COMP
 AB0506  MODELED GRAV-     979,059.8   (mgal)                       NAVD 88
 AB0506
 AB0506  VERT ORDER  -  SECOND    CLASS 0
 AB0506
 AB0506.The horizontal coordinates were scaled from a topographic map and have
 AB0506.an estimated accuracy of +/- 6 seconds.
 AB0506
 AB0506.The orthometric height was determined by differential leveling
 AB0506.and adjusted by the National Geodetic Survey in June 1991..
 AB0506
 AB0506.The geoid height was determined by GEOID03.
 AB0506
 AB0506.The dynamic height is computed by dividing the NAVD 88
 AB0506.geopotential number by the normal gravity value computed on the
 AB0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0506.degrees latitude (g = 980.6199 gals.).
 AB0506
 AB0506.The modeled gravity was interpolated from observed gravity values.
 AB0506
 AB0506;                    North         East    Units  Estimated Accuracy
 AB0506;SPC TX S     - 5,090,520.      389,760.      MT  (+/- 180 meters Scaled)
 AB0506
 AB0506                          SUPERSEDED SURVEY CONTROL
 AB0506
 AB0506  NGVD 29 (??/??/92)    5.136  (m)           16.85   (f) ADJ UNCH    2 0
 AB0506
 AB0506.Superseded values are not recommended for survey control.
 AB0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0506.See file dsdata.txt to determine how the superseded data were derived.
 AB0506
 AB0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ395296(NAD 83)
 AB0506_MARKER: DB = BENCH MARK DISK
 AB0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0506_STAMPING: N 671 1942
 AB0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0506+STABILITY: SURFACE MOTION
 AB0506
 AB0506  HISTORY     - Date     Condition        Report By
 AB0506  HISTORY     - 1942     MONUMENTED       CGS
 AB0506  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0506  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0506
 AB0506                          STATION DESCRIPTION
 AB0506
 AB0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0506'11.2 MI E FROM RAYMONDVILLE.
 AB0506'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0506'PROCEED EASTERLY ON STATE HIGHWAY NO. 186 AND GO 8.7 MILES TO THE
 AB0506'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0506'AND DIRT ROAD 2.5 MILES TO A RIGHT ANGLE TURN AND SITE OF BENCH MARK.
 AB0506'BENCH MARK IS ABOUT 1.2 MILES EAST OF THE INTERSECTION OF THE PAVED
 AB0506'ROAD SOUTH TO WILLAMAR, 69.0 FEET WEST OF THE CENTERLINE OF THE
 AB0506'NORTH-SOUTH ROAD EXTENDED, 33.0 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW
 AB0506'THE CENTERLINE OF THE EAST-WEST ROAD, 4.0 FEET NORTHWEST OF A DIVISION
 AB0506'FENCE CORNER, 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST AND ON
 AB0506'THE OUTSIDE OF THE SHARP TURN.  MONUMENT PROJECTS 0.5 FOOT. A STANDARD
 AB0506'DISK, STAMPED N 671 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AB0506
 AB0506                          STATION RECOVERY (1987)
 AB0506
 AB0506'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0506'MARK NOT FOUND.
 AB0506
 AB0506                          STATION RECOVERY (1988)
 AB0506
 AB0506'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1018 ***********************************************************************
 AB1018  DESIGNATION -  N 672
 AB1018  PID         -  AB1018
 AB1018  STATE/COUNTY-  TX/KENEDY
 AB1018  USGS QUAD   -  ARMSTRONG (1982)
 AB1018
 AB1018                         *CURRENT SURVEY CONTROL
 AB1018  ___________________________________________________________________
 AB1018* NAD 83(1986)-  26 56 09.     (N)    097 45 56.     (W)     SCALED    
 AB1018* NAVD 88     -         8.142  (meters)      26.71   (feet)  ADJUSTED  
 AB1018  ___________________________________________________________________
 AB1018  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AB1018  DYNAMIC HT  -           8.129 (meters)      26.67  (feet)  COMP
 AB1018  MODELED GRAV-     979,078.3   (mgal)                       NAVD 88
 AB1018
 AB1018  VERT ORDER  -  SECOND    CLASS 0
 AB1018
 AB1018.The horizontal coordinates were scaled from a topographic map and have
 AB1018.an estimated accuracy of +/- 6 seconds.
 AB1018
 AB1018.The orthometric height was determined by differential leveling
 AB1018.and adjusted by the National Geodetic Survey in June 1991..
 AB1018
 AB1018.The geoid height was determined by GEOID03.
 AB1018
 AB1018.The dynamic height is computed by dividing the NAVD 88
 AB1018.geopotential number by the normal gravity value computed on the
 AB1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1018.degrees latitude (g = 980.6199 gals.).
 AB1018
 AB1018.The modeled gravity was interpolated from observed gravity values.
 AB1018
 AB1018;                    North         East    Units  Estimated Accuracy
 AB1018;SPC TX S     - 5,140,830.      372,930.      MT  (+/- 180 meters Scaled)
 AB1018
 AB1018                          SUPERSEDED SURVEY CONTROL
 AB1018
 AB1018  NGVD 29 (??/??/92)    8.222  (m)           26.98   (f) ADJ UNCH    2 0
 AB1018
 AB1018.Superseded values are not recommended for survey control.
 AB1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1018.See file dsdata.txt to determine how the superseded data were derived.
 AB1018
 AB1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ225799(NAD 83)
 AB1018_MARKER: DB = BENCH MARK DISK
 AB1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1018_STAMPING: N 672 1942
 AB1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1018+STABILITY: SURFACE MOTION
 AB1018
 AB1018  HISTORY     - Date     Condition        Report By
 AB1018  HISTORY     - 1942     MONUMENTED       CGS
 AB1018  HISTORY     - 1951     MARK NOT FOUND   NGS
 AB1018
 AB1018                          STATION DESCRIPTION
 AB1018
 AB1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1018'1.9 MI E FROM ARMSTRONG.
 AB1018'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG.
 AB1018'PROCEED EASTERLY ON GRADED ROAD 1.9 MILES TO THE ARMSTRONG RANCH
 AB1018'HEADQUARTERS AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 135 FEET
 AB1018'WEST OF THE SOUTH ONE OF TWO CATTLE GUARDS AT THE ENTRANCE TO THE
 AB1018'RANCH BUILDINGS, 45 FEET NORTH OF AND ABOUT 2.0 FEET ABOVE THE
 AB1018'CENTERLINE THE ROAD.  19 FEET WEST OF A FENCE CORNER.  2.5 FEET WEST
 AB1018'OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5 FEET SOUTH OF A FENCE.
 AB1018'MONUMENT PROJECTS 0.5 FEET.
 AB1018
 AB1018                          STATION RECOVERY (1951)
 AB1018
 AB1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0995 ***********************************************************************
 AB0995  DESIGNATION -  N 673
 AB0995  PID         -  AB0995
 AB0995  STATE/COUNTY-  TX/WILLACY
 AB0995  USGS QUAD   -  YTURRIA (1982)
 AB0995
 AB0995                         *CURRENT SURVEY CONTROL
 AB0995  ___________________________________________________________________
 AB0995* NAD 83(1986)-  26 35 26.     (N)    097 46 03.     (W)     SCALED    
 AB0995* NAVD 88     -         9.431  (meters)      30.94   (feet)  ADJUSTED  
 AB0995  ___________________________________________________________________
 AB0995  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AB0995  DYNAMIC HT  -           9.416 (meters)      30.89  (feet)  COMP
 AB0995  MODELED GRAV-     979,055.1   (mgal)                       NAVD 88
 AB0995
 AB0995  VERT ORDER  -  FIRST     CLASS II
 AB0995
 AB0995.The horizontal coordinates were scaled from a topographic map and have
 AB0995.an estimated accuracy of +/- 6 seconds.
 AB0995
 AB0995.The orthometric height was determined by differential leveling
 AB0995.and adjusted by the National Geodetic Survey in June 1991..
 AB0995.WARNING-Repeat measurements at this control monument indicate possible
 AB0995.vertical movement.
 AB0995
 AB0995.The geoid height was determined by GEOID03.
 AB0995
 AB0995.The dynamic height is computed by dividing the NAVD 88
 AB0995.geopotential number by the normal gravity value computed on the
 AB0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0995.degrees latitude (g = 980.6199 gals.).
 AB0995
 AB0995.The modeled gravity was interpolated from observed gravity values.
 AB0995
 AB0995;                    North         East    Units  Estimated Accuracy
 AB0995;SPC TX S     - 5,102,570.      372,960.      MT  (+/- 180 meters Scaled)
 AB0995
 AB0995                          SUPERSEDED SURVEY CONTROL
 AB0995
 AB0995  NGVD 29 (??/??/92)    9.518  (m)           31.23   (f) ADJ UNCH    1 2
 AB0995
 AB0995.Superseded values are not recommended for survey control.
 AB0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0995.See file dsdata.txt to determine how the superseded data were derived.
 AB0995
 AB0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ227416(NAD 83)
 AB0995_MARKER: DB = BENCH MARK DISK
 AB0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0995_STAMPING: N 673 1942
 AB0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0995+STABILITY: SURFACE MOTION
 AB0995
 AB0995  HISTORY     - Date     Condition        Report By
 AB0995  HISTORY     - 1942     MONUMENTED       CGS
 AB0995  HISTORY     - 1951     GOOD             NGS
 AB0995  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0995  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0995  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0995
 AB0995                          STATION DESCRIPTION
 AB0995
 AB0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0995'7.5 MI N FROM RAYMONDVILLE.
 AB0995'7.5 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0995'FROM THE STATION AT RAYMONDVILLE, 88 FEET EAST OF AND ACROSS THE TRACK
 AB0995'FROM MILEPOST 54, 49 FEET EAST OF THE EAST RAIL, 39 FEET WEST OF THE
 AB0995'CENTERLINE OF U.S. HIGHWAY 77, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF
 AB0995'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AB0995'FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0995
 AB0995                          STATION RECOVERY (1981)
 AB0995
 AB0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0995'NOT RECOVERED, PROBABLY DESTROYED.
 AB0995
 AB0995                          STATION RECOVERY (1987)
 AB0995
 AB0995'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0995'MARK NOT FOUND.
 AB0995
 AB0995                          STATION RECOVERY (1988)
 AB0995
 AB0995'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0523 ***********************************************************************
 AB0523  DESIGNATION -  N 674 RESET 1950
 AB0523  PID         -  AB0523
 AB0523  STATE/COUNTY-  TX/WILLACY
 AB0523  USGS QUAD   -  WILLAMAR SW (1983)
 AB0523
 AB0523                         *CURRENT SURVEY CONTROL
 AB0523  ___________________________________________________________________
 AB0523* NAD 83(1986)-  26 21 27.     (N)    097 44 36.     (W)     SCALED    
 AB0523* NAVD 88     -        12.207  (meters)      40.05   (feet)  ADJUSTED  
 AB0523  ___________________________________________________________________
 AB0523  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AB0523  DYNAMIC HT  -          12.188 (meters)      39.99  (feet)  COMP
 AB0523  MODELED GRAV-     979,043.1   (mgal)                       NAVD 88
 AB0523
 AB0523  VERT ORDER  -  FIRST     CLASS II
 AB0523
 AB0523.The horizontal coordinates were scaled from a topographic map and have
 AB0523.an estimated accuracy of +/- 6 seconds.
 AB0523
 AB0523.The orthometric height was determined by differential leveling
 AB0523.and adjusted by the National Geodetic Survey in June 1991..
 AB0523
 AB0523.The geoid height was determined by GEOID03.
 AB0523
 AB0523.The dynamic height is computed by dividing the NAVD 88
 AB0523.geopotential number by the normal gravity value computed on the
 AB0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0523.degrees latitude (g = 980.6199 gals.).
 AB0523
 AB0523.The modeled gravity was interpolated from observed gravity values.
 AB0523
 AB0523;                    North         East    Units  Estimated Accuracy
 AB0523;SPC TX S     - 5,076,770.      375,520.      MT  (+/- 180 meters Scaled)
 AB0523
 AB0523                          SUPERSEDED SURVEY CONTROL
 AB0523
 AB0523  NGVD 29 (??/??/92)   12.280  (m)           40.29   (f) ADJ UNCH    1 2
 AB0523
 AB0523.Superseded values are not recommended for survey control.
 AB0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0523.See file dsdata.txt to determine how the superseded data were derived.
 AB0523
 AB0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ253158(NAD 83)
 AB0523_MARKER: DB = BENCH MARK DISK
 AB0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0523_STAMPING: N 674 1942 RESET 1950
 AB0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0523+STABILITY: SURFACE MOTION
 AB0523
 AB0523  HISTORY     - Date     Condition        Report By
 AB0523  HISTORY     - 1950     MONUMENTED       CGS
 AB0523  HISTORY     - 1951     GOOD             NGS
 AB0523  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0523
 AB0523                          STATION DESCRIPTION
 AB0523
 AB0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0523'3.8 MI NE FROM SEBASTIAN.
 AB0523'0.9 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0523'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 2.9 MILES EAST ALONG
 AB0523'FARM ROAD 1018, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET
 AB0523'EAST OF A POWER POLE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 AB0523'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0523
 AB0523                          STATION RECOVERY (1987)
 AB0523
 AB0523'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0327 ***********************************************************************
 AB0327  DESIGNATION -  N 676
 AB0327  PID         -  AB0327
 AB0327  STATE/COUNTY-  TX/CAMERON
 AB0327  USGS QUAD   -  THREE ISLANDS (1983)
 AB0327
 AB0327                         *CURRENT SURVEY CONTROL
 AB0327  ___________________________________________________________________
 AB0327* NAD 83(1986)-  26 15 22.     (N)    097 20 09.     (W)     SCALED    
 AB0327* NAVD 88     -         2.923  (meters)       9.59   (feet)  ADJUSTED  
 AB0327  ___________________________________________________________________
 AB0327  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 AB0327  DYNAMIC HT  -           2.919 (meters)       9.58  (feet)  COMP
 AB0327  MODELED GRAV-     979,068.4   (mgal)                       NAVD 88
 AB0327
 AB0327  VERT ORDER  -  SECOND    CLASS 0
 AB0327
 AB0327.The horizontal coordinates were scaled from a topographic map and have
 AB0327.an estimated accuracy of +/- 6 seconds.
 AB0327
 AB0327.The orthometric height was determined by differential leveling
 AB0327.and adjusted by the National Geodetic Survey in June 1991..
 AB0327
 AB0327.The geoid height was determined by GEOID03.
 AB0327
 AB0327.The dynamic height is computed by dividing the NAVD 88
 AB0327.geopotential number by the normal gravity value computed on the
 AB0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0327.degrees latitude (g = 980.6199 gals.).
 AB0327
 AB0327.The modeled gravity was interpolated from observed gravity values.
 AB0327
 AB0327;                    North         East    Units  Estimated Accuracy
 AB0327;SPC TX S     - 5,065,840.      416,300.      MT  (+/- 180 meters Scaled)
 AB0327
 AB0327                          SUPERSEDED SURVEY CONTROL
 AB0327
 AB0327  NGVD 29 (??/??/92)    3.025  (m)            9.92   (f) ADJ UNCH    2 0
 AB0327
 AB0327.Superseded values are not recommended for survey control.
 AB0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0327.See file dsdata.txt to determine how the superseded data were derived.
 AB0327
 AB0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ661051(NAD 83)
 AB0327_MARKER: DB = BENCH MARK DISK
 AB0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0327_STAMPING: N 676 1942
 AB0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0327+STABILITY: SURFACE MOTION
 AB0327
 AB0327  HISTORY     - Date     Condition        Report By
 AB0327  HISTORY     - 1942     MONUMENTED       CGS
 AB0327  HISTORY     - 1949     GOOD             NGS
 AB0327
 AB0327                          STATION DESCRIPTION
 AB0327
 AB0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0327'3.1 MI E FROM RIO HONDO.
 AB0327'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0327'MISSOURI PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0327'EAST ALONG A PAVED ROAD, 4.5 MILES NORTH ALONG A ROAD, AND 0.9 MILE
 AB0327'EAST ALONG A ROAD.  AT A CULTIVATED FIELD ON THE NORTH SIDE OF THE
 AB0327'ROAD, AT THE SOUTHEAST CORNER OF THE FIELD, 24 FEET NORTH OF AND LEVEL
 AB0327'WITH THE CENTERLINE OF THE ROAD, AND 3 FEET WEST OF A WHITE WOODEN
 AB0327'WITNESS POST.  A STANDARD DISK, STAMPED N 676 1942 AND SET IN THE TOP
 AB0327'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AB0327
 AB0327                          STATION RECOVERY (1949)
 AB0327
 AB0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0636 ***********************************************************************
 AB0636  DESIGNATION -  N 677
 AB0636  PID         -  AB0636
 AB0636  STATE/COUNTY-  TX/CAMERON
 AB0636  USGS QUAD   -  RIO HONDO (1980)
 AB0636
 AB0636                         *CURRENT SURVEY CONTROL
 AB0636  ___________________________________________________________________
 AB0636* NAD 83(1986)-  26 08 30.     (N)    097 35 05.     (W)     SCALED    
 AB0636* NAVD 88     -         9.231  (meters)      30.29   (feet)  ADJUSTED  
 AB0636  ___________________________________________________________________
 AB0636  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 AB0636  DYNAMIC HT  -           9.216 (meters)      30.24  (feet)  COMP
 AB0636  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 AB0636
 AB0636  VERT ORDER  -  SECOND    CLASS 0
 AB0636
 AB0636.The horizontal coordinates were scaled from a topographic map and have
 AB0636.an estimated accuracy of +/- 6 seconds.
 AB0636
 AB0636.The orthometric height was determined by differential leveling
 AB0636.and adjusted by the National Geodetic Survey in June 1991..
 AB0636
 AB0636.The geoid height was determined by GEOID03.
 AB0636
 AB0636.The dynamic height is computed by dividing the NAVD 88
 AB0636.geopotential number by the normal gravity value computed on the
 AB0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0636.degrees latitude (g = 980.6199 gals.).
 AB0636
 AB0636.The modeled gravity was interpolated from observed gravity values.
 AB0636
 AB0636;                    North         East    Units  Estimated Accuracy
 AB0636;SPC TX S     - 5,052,960.      391,530.      MT  (+/- 180 meters Scaled)
 AB0636
 AB0636                          SUPERSEDED SURVEY CONTROL
 AB0636
 AB0636  NGVD 29 (??/??/92)    9.337  (m)           30.63   (f) ADJ UNCH    2 0
 AB0636
 AB0636.Superseded values are not recommended for survey control.
 AB0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0636.See file dsdata.txt to determine how the superseded data were derived.
 AB0636
 AB0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP414921(NAD 83)
 AB0636_MARKER: DB = BENCH MARK DISK
 AB0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0636_SP_SET: SYPHON
 AB0636_STAMPING: N 677 1942
 AB0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0636
 AB0636  HISTORY     - Date     Condition        Report By
 AB0636  HISTORY     - 1942     MONUMENTED       CGS
 AB0636
 AB0636                          STATION DESCRIPTION
 AB0636
 AB0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0636'3.8 MI E FROM SAN BENITO.
 AB0636'TO REACH FROM THE POST OFFICE AT SAN BENITO, PROCEED NORTHEASTERLY ON
 AB0636'STATE HIGHWAY NUMBER 345, GO 1.8 MILES.  TURN SOUTHEASTERLY (RIGHT)
 AB0636'ONTO PAVED ROAD TO BAYVIEW, AND GO 2.0 MILES TO A CONCRETE SYPHON AND
 AB0636'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF
 AB0636'THE TOP OF THE NORTH HEADWALL OF THE SYPHONE.  IT IS 40 FEET EAST OF
 AB0636'THE BRIDGE.  1.6 FEET NORTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE
 AB0636'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0211 ***********************************************************************
 AB0211  DESIGNATION -  N 678
 AB0211  PID         -  AB0211
 AB0211  STATE/COUNTY-  TX/CAMERON
 AB0211  USGS QUAD   -  LOS FRESNOS (1983)
 AB0211
 AB0211                         *CURRENT SURVEY CONTROL
 AB0211  ___________________________________________________________________
 AB0211* NAD 83(1986)-  26 03 16.     (N)    097 23 36.     (W)     SCALED    
 AB0211* NAVD 88     -         2.293  (meters)       7.52   (feet)  ADJUSTED  
 AB0211  ___________________________________________________________________
 AB0211  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB0211  DYNAMIC HT  -           2.290 (meters)       7.51  (feet)  COMP
 AB0211  MODELED GRAV-     979,050.1   (mgal)                       NAVD 88
 AB0211
 AB0211  VERT ORDER  -  FIRST     CLASS II
 AB0211
 AB0211.The horizontal coordinates were scaled from a topographic map and have
 AB0211.an estimated accuracy of +/- 6 seconds.
 AB0211
 AB0211.The orthometric height was determined by differential leveling
 AB0211.and adjusted by the National Geodetic Survey in June 1991..
 AB0211.WARNING-Repeat measurements at this control monument indicate possible
 AB0211.vertical movement.
 AB0211
 AB0211.The geoid height was determined by GEOID03.
 AB0211
 AB0211.The dynamic height is computed by dividing the NAVD 88
 AB0211.geopotential number by the normal gravity value computed on the
 AB0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0211.degrees latitude (g = 980.6199 gals.).
 AB0211
 AB0211.The modeled gravity was interpolated from observed gravity values.
 AB0211
 AB0211;                    North         East    Units  Estimated Accuracy
 AB0211;SPC TX S     - 5,043,450.      410,750.      MT  (+/- 180 meters Scaled)
 AB0211
 AB0211                          SUPERSEDED SURVEY CONTROL
 AB0211
 AB0211.No superseded survey control is available for this station.
 AB0211
 AB0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP607827(NAD 83)
 AB0211_MARKER: DB = BENCH MARK DISK
 AB0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0211_STAMPING: N 678 1942
 AB0211_MARK LOGO: CGS   
 AB0211_PROJECTION: PROJECTING 7 CENTIMETERS
 AB0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0211+STABILITY: SURFACE MOTION
 AB0211
 AB0211  HISTORY     - Date     Condition        Report By
 AB0211  HISTORY     - 1942     MONUMENTED       CGS
 AB0211  HISTORY     - 1951     GOOD             NGS
 AB0211  HISTORY     - 1982     GOOD             NGS
 AB0211  HISTORY     - 1987     GOOD             USPSQD
 AB0211  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0211  HISTORY     - 19910306 GOOD             USPSQD
 AB0211
 AB0211                          STATION DESCRIPTION
 AB0211
 AB0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0211'6.8 MI SE FROM LOS FRESNOS.
 AB0211'5.8 MILES EAST ALONG STATE HIGHWAY 100 FROM THE INTERSECTION OF
 AB0211'PAREDES LINE ROAD AT LOS FRESNOS, CAMERON COUNTY, THENCE 1.0 MILE
 AB0211'SOUTHWEST ALONG THE BROWNSVILLE-PORT ISABEL ROAD, 400 FEET SOUTHWEST
 AB0211'OF A JOG IN THE RIGHT-OF-WAY FENCE, 39 FEET NORTHWEST OF THE
 AB0211'CENTERLINE OF THE ROAD, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3
 AB0211'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AB0211'ROAD.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0211'0.5 FOOT ABOVE GROUND.
 AB0211
 AB0211                          STATION RECOVERY (1951)
 AB0211
 AB0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0211'RECOVERED IN GOOD CONDITION.
 AB0211
 AB0211                          STATION RECOVERY (1982)
 AB0211
 AB0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0211'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0211'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB0211'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB0211'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE 4.0 KM
 AB0211'(2.5 MI) NORTH ALONG ROBINDALE ROAD, THENCE 2.6 KM (1.6 MI) NORTH
 AB0211'NORTHEAST ALONG OLD PORT ISABEL ROAD TO THE JUNCTION OF STATE HIGHWAY
 AB0211'511, THENCE 10.0 KM (6.25 MI) NORTH NORTHEAST ALONG OLD PORT ISABEL
 AB0211'ROAD, AND SET SIXTEEN AND A HALF FENCE POSTS NORTHEAST OF THE CENTER
 AB0211'ONE OF THREE LARGE CORNER FENCE JUNCTION POSTS, 0.8 KM (0.5 MI)
 AB0211'NORTHEAST OF A WOODEN BRIDGE OVER THE MAIN DITCH NUMBER 2, 12.1 METERS
 AB0211'(40.0 FT) NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 2.7 METERS
 AB0211'(9.0 FT) NORTHWEST OF FOUR WIRE BARBED FENCE LINE, AND 10.6 METERS
 AB0211'(35.0 FT) SOUTH SOUTHEAST OF THE SOUTHEAST END OF AN OIL SPILL ABOUT
 AB0211'30.4 METERS (100.0 FT) LONG X 7.6 METERS (25.0 FT) WIDE.
 AB0211'THE MARK IS 2.7 METERS  NW FROM A WITNESS POST.
 AB0211'THE MARK IS ABOVE LEVEL WITH DIRT ROAD.
 AB0211
 AB0211                          STATION RECOVERY (1987)
 AB0211
 AB0211'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AB0211'RECOVERED IN GOOD CONDITION.
 AB0211
 AB0211                          STATION RECOVERY (1987)
 AB0211
 AB0211'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0211'MARK NOT FOUND.
 AB0211
 AB0211                          STATION RECOVERY (1991)
 AB0211
 AB0211'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0840 ***********************************************************************
 AB0840  DESIGNATION -  N 680
 AB0840  PID         -  AB0840
 AB0840  STATE/COUNTY-  TX/CAMERON
 AB0840  USGS QUAD   -  OLMITO (1983)
 AB0840
 AB0840                         *CURRENT SURVEY CONTROL
 AB0840  ___________________________________________________________________
 AB0840* NAD 83(1986)-  26 05 55.     (N)    097 37 04.     (W)     SCALED    
 AB0840* NAVD 88     -        11.435  (meters)      37.52   (feet)  ADJUSTED  
 AB0840  ___________________________________________________________________
 AB0840  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 AB0840  DYNAMIC HT  -          11.416 (meters)      37.45  (feet)  COMP
 AB0840  MODELED GRAV-     979,031.6   (mgal)                       NAVD 88
 AB0840
 AB0840  VERT ORDER  -  FIRST     CLASS II
 AB0840
 AB0840.The horizontal coordinates were scaled from a topographic map and have
 AB0840.an estimated accuracy of +/- 6 seconds.
 AB0840
 AB0840.The orthometric height was determined by differential leveling
 AB0840.and adjusted by the National Geodetic Survey in June 1991..
 AB0840
 AB0840.The geoid height was determined by GEOID03.
 AB0840
 AB0840.The dynamic height is computed by dividing the NAVD 88
 AB0840.geopotential number by the normal gravity value computed on the
 AB0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0840.degrees latitude (g = 980.6199 gals.).
 AB0840
 AB0840.The modeled gravity was interpolated from observed gravity values.
 AB0840
 AB0840;                    North         East    Units  Estimated Accuracy
 AB0840;SPC TX S     - 5,048,170.      388,250.      MT  (+/- 180 meters Scaled)
 AB0840
 AB0840                          SUPERSEDED SURVEY CONTROL
 AB0840
 AB0840  NGVD 29 (??/??/92)   11.542  (m)           37.87   (f) ADJ UNCH    1 2
 AB0840
 AB0840.Superseded values are not recommended for survey control.
 AB0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0840.See file dsdata.txt to determine how the superseded data were derived.
 AB0840
 AB0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP382873(NAD 83)
 AB0840_MARKER: DB = BENCH MARK DISK
 AB0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0840_STAMPING: N 680 1942
 AB0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0840+STABILITY: SURFACE MOTION
 AB0840
 AB0840  HISTORY     - Date     Condition        Report By
 AB0840  HISTORY     - 1942     MONUMENTED       CGS
 AB0840  HISTORY     - 1951     GOOD             NGS
 AB0840  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 AB0840
 AB0840                          STATION DESCRIPTION
 AB0840
 AB0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0840'3.2 MI SE FROM SAN BENITO.
 AB0840'3.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AB0840'STATION AT SAN BENITO, CAMERON COUNTY, 1.0 MILE SOUTHWEST ALONG A DIRT
 AB0840'ROAD.  AT THE INTERSECTION OF A DIRT ROAD LEADING SOUTHEAST THROUGH A
 AB0840'LARGE CULTIVATED FIELD, AT THE POINT WHERE AN IRRIGATION CANAL TURNS
 AB0840'NORTHWEST, 70 FEET NORTHEAST OF THE NORTHEAST END OF A LONG ROW OF
 AB0840'PALM TREES, 20 FEET NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, IN
 AB0840'LINE WITH THE CENTERLINE OF THE DIRT ROAD THROUGH THE FIELD, 3 FEET
 AB0840'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 AB0840'THE ROAD.  A STANDARD DISK, STAMPED N 680 1942 AND SET IN THE TOP OF A
 AB0840'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AB0840
 AB0840                          STATION RECOVERY (1951)
 AB0840
 AB0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0840'RECOVERED IN GOOD CONDITION.
 AB0840
 AB0840                          STATION RECOVERY (1991)
 AB0840
 AB0840'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0776 ***********************************************************************
 AB0776  DESIGNATION -  N 682
 AB0776  PID         -  AB0776
 AB0776  STATE/COUNTY-  TX/CAMERON
 AB0776  USGS QUAD   -  LA FERIA (1970)
 AB0776
 AB0776                         *CURRENT SURVEY CONTROL
 AB0776  ___________________________________________________________________
 AB0776* NAD 83(1986)-  26 10 05.     (N)    097 47 32.     (W)     SCALED    
 AB0776* NAVD 88     -        16.061  (meters)      52.69   (feet)  ADJUSTED  
 AB0776  ___________________________________________________________________
 AB0776  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AB0776  DYNAMIC HT  -          16.035 (meters)      52.61  (feet)  COMP
 AB0776  MODELED GRAV-     979,026.0   (mgal)                       NAVD 88
 AB0776
 AB0776  VERT ORDER  -  FIRST     CLASS II
 AB0776
 AB0776.The horizontal coordinates were scaled from a topographic map and have
 AB0776.an estimated accuracy of +/- 6 seconds.
 AB0776
 AB0776.The orthometric height was determined by differential leveling
 AB0776.and adjusted by the National Geodetic Survey in June 1991..
 AB0776
 AB0776.The geoid height was determined by GEOID03.
 AB0776
 AB0776.The dynamic height is computed by dividing the NAVD 88
 AB0776.geopotential number by the normal gravity value computed on the
 AB0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0776.degrees latitude (g = 980.6199 gals.).
 AB0776
 AB0776.The modeled gravity was interpolated from observed gravity values.
 AB0776
 AB0776;                    North         East    Units  Estimated Accuracy
 AB0776;SPC TX S     - 5,055,750.      370,760.      MT  (+/- 180 meters Scaled)
 AB0776
 AB0776                          SUPERSEDED SURVEY CONTROL
 AB0776
 AB0776  NGVD 29 (??/??/92)   16.179  (m)           53.08   (f) ADJ UNCH    1 2
 AB0776
 AB0776.Superseded values are not recommended for survey control.
 AB0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0776.See file dsdata.txt to determine how the superseded data were derived.
 AB0776
 AB0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP207948(NAD 83)
 AB0776_MARKER: DB = BENCH MARK DISK
 AB0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0776_STAMPING: N 682 1942
 AB0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0776+STABILITY: SURFACE MOTION
 AB0776
 AB0776  HISTORY     - Date     Condition        Report By
 AB0776  HISTORY     - 1942     MONUMENTED       CGS
 AB0776  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0776  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0776  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0776  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0776
 AB0776                          STATION DESCRIPTION
 AB0776
 AB0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0776'2.15 MI E FROM LA FERIA.
 AB0776'TO REACH FROM THE OLD CAMERON COUNTY BANK BUILDING AT LA FERIA,
 AB0776'PROCEED 2.15 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD TO A
 AB0776'RAILROAD CROSSING AND SITE OF BENCH MARK.  BENCH MARK IS 7 TELEGRAPH
 AB0776'POLES WEST OF MILE POST NO. A6.  83.0 FEET EAST OF THE SOUTHEAST
 AB0776'CORNER OF ADAMS GARDENS PACKING PLANT.  IT IS 39.0 FEET NORTH OF AND
 AB0776'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE MAIN TRACK, 29.6
 AB0776'FEET EAST OF THE CENTERLINE OF DIRT ROAD.  MONUMENT IS 2.0 FEET WEST
 AB0776'OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.  IT IS
 AB0776'3.0 FEET EAST OF A TELEGRAPH POLE.
 AB0776
 AB0776                          STATION RECOVERY (1956)
 AB0776
 AB0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0776'MARK NOT FOUND.
 AB0776
 AB0776                          STATION RECOVERY (1981)
 AB0776
 AB0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0776'MARK NOT RECOVERED.
 AB0776
 AB0776                          STATION RECOVERY (1991)
 AB0776
 AB0776'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0776'MARK NOT FOUND.
 AB0776
 AB0776                          STATION RECOVERY (1993)
 AB0776
 AB0776'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0255 ***********************************************************************
 AE0255  DESIGNATION -  N 683
 AE0255  PID         -  AE0255
 AE0255  STATE/COUNTY-  TX/HIDALGO
 AE0255  USGS QUAD   -  SAN JUAN SE (1962)
 AE0255
 AE0255                         *CURRENT SURVEY CONTROL
 AE0255  ___________________________________________________________________
 AE0255* NAD 83(1986)-  26 04 41.     (N)    098 04 15.     (W)     SCALED    
 AE0255* NAVD 88     -        23.938  (meters)      78.54   (feet)  POSTED    
 AE0255  ___________________________________________________________________
 AE0255  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AE0255  DYNAMIC HT  -          23.900 (meters)      78.41  (feet)  COMP
 AE0255  MODELED GRAV-     978,993.8   (mgal)                       NAVD 88
 AE0255
 AE0255  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0255
 AE0255.The horizontal coordinates were scaled from a topographic map and have
 AE0255.an estimated accuracy of +/- 6 seconds.
 AE0255
 AE0255.The orthometric height was determined by differential leveling
 AE0255.and adjusted by the National Geodetic Survey in 1992..
 AE0255.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0255.rate of 0.0 thru 1.0 mm/km.
 AE0255
 AE0255.The geoid height was determined by GEOID03.
 AE0255
 AE0255.The dynamic height is computed by dividing the NAVD 88
 AE0255.geopotential number by the normal gravity value computed on the
 AE0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0255.degrees latitude (g = 980.6199 gals.).
 AE0255
 AE0255.The modeled gravity was interpolated from observed gravity values.
 AE0255
 AE0255;                    North         East    Units  Estimated Accuracy
 AE0255;SPC TX S     - 5,045,650.      342,940.      MT  (+/- 180 meters Scaled)
 AE0255
 AE0255                          SUPERSEDED SURVEY CONTROL
 AE0255
 AE0255  NGVD 29 (??/??/92)   24.056  (m)           78.92   (f) ADJ UNCH    2 0
 AE0255
 AE0255.Superseded values are not recommended for survey control.
 AE0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0255.See file dsdata.txt to determine how the superseded data were derived.
 AE0255
 AE0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP929846(NAD 83)
 AE0255_MARKER: DB = BENCH MARK DISK
 AE0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0255_STAMPING: N 683 1942
 AE0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0255+STABILITY: SURFACE MOTION
 AE0255
 AE0255  HISTORY     - Date     Condition        Report By
 AE0255  HISTORY     - 1942     MONUMENTED       CGS
 AE0255
 AE0255                          STATION DESCRIPTION
 AE0255
 AE0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0255'0.6 MI W FROM RAY PAUL.
 AE0255'TO REACH FROM THE RUN SCHOOL NO. 1 AT RAY PAUL, PROCEED 0.6 MILE
 AE0255'WESTERLY ALONG THE MILITARY ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0255'ABOUT 0.25 MILE WEST OF A ONE STORY FRAME FARM HOUSE.  IT IS 28.0 FEET
 AE0255'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF DIRT ROAD
 AE0255'(MILITARY ROAD), 30.0 FEET NORTHEAST OF THE NORTH END OF A SMALL
 AE0255'GALVANIZED IRON PIPE CULVERT.  MONUMENT IS 3.0 FEET EAST OF A 4X4 INCH
 AE0255'WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0320 ***********************************************************************
 AE0320  DESIGNATION -  N 684 RESET 1970
 AE0320  PID         -  AE0320
 AE0320  STATE/COUNTY-  TX/HIDALGO
 AE0320  USGS QUAD   -  LAS MILPAS (1983)
 AE0320
 AE0320                         *CURRENT SURVEY CONTROL
 AE0320  ___________________________________________________________________
 AE0320* NAD 83(1986)-  26 06 06.     (N)    098 11 59.     (W)     SCALED    
 AE0320* NAVD 88     -        26.872  (meters)      88.16   (feet)  ADJUSTED  
 AE0320  ___________________________________________________________________
 AE0320  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AE0320  DYNAMIC HT  -          26.827 (meters)      88.01  (feet)  COMP
 AE0320  MODELED GRAV-     978,981.8   (mgal)                       NAVD 88
 AE0320
 AE0320  VERT ORDER  -  FIRST     CLASS II
 AE0320
 AE0320.The horizontal coordinates were scaled from a topographic map and have
 AE0320.an estimated accuracy of +/- 6 seconds.
 AE0320
 AE0320.The orthometric height was determined by differential leveling
 AE0320.and adjusted by the National Geodetic Survey in June 1991..
 AE0320
 AE0320.The geoid height was determined by GEOID03.
 AE0320
 AE0320.The dynamic height is computed by dividing the NAVD 88
 AE0320.geopotential number by the normal gravity value computed on the
 AE0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0320.degrees latitude (g = 980.6199 gals.).
 AE0320
 AE0320.The modeled gravity was interpolated from observed gravity values.
 AE0320
 AE0320;                    North         East    Units  Estimated Accuracy
 AE0320;SPC TX S     - 5,048,230.      330,040.      MT  (+/- 180 meters Scaled)
 AE0320
 AE0320                          SUPERSEDED SURVEY CONTROL
 AE0320
 AE0320.No superseded survey control is available for this station.
 AE0320
 AE0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP800871(NAD 83)
 AE0320_MARKER: DB = BENCH MARK DISK
 AE0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0320_SP_SET: CULVERT
 AE0320_STAMPING: N 684 RESET 1970
 AE0320_MARK LOGO: NGS   
 AE0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0320
 AE0320  HISTORY     - Date     Condition        Report By
 AE0320  HISTORY     - 1970     MONUMENTED       TXHD
 AE0320  HISTORY     - 1970     GOOD             NGS
 AE0320  HISTORY     - 1981     GOOD             NGS
 AE0320
 AE0320                          STATION DESCRIPTION
 AE0320
 AE0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AE0320'7.2 MI S FROM PHARR.
 AE0320'7.2 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF U.S.
 AE0320'HIGHWAY 83 AND 281 (EXPRESSWAY) AT PHARR TO SITE OF BENCH MARK.  24
 AE0320'FEET NORTH OF THE CENTER LINE OF A COUNTY CROSS ROAD, 39 FEET WEST OF
 AE0320'THE CENTER LINE OF HIGHWAY, IN THE TOP OF THE CENTER OF THE WEST WALL
 AE0320'OF A DROP INLET AT THE WEST END OF A 3-FOOT BY 2-FOOT CONCRETE BOX
 AE0320'CULVERT UNDER THE HIGHWAY.
 AE0320
 AE0320                          STATION RECOVERY (1981)
 AE0320
 AE0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0320'10.7 KM (6.65 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE0320'U.S. HIGHWAY 83 BUSINESS IN PHARR, 0.8 KM (0.5 MI) NORTH OF THE
 AE0320'JUNCTION OF THE EXTENDED HIGHWAY AND U.S. HIGHWAY 281 EAST WEST, AT
 AE0320'THE JUNCTION OF AN EAST WEST DIRT ROAD SET IN THE TOP, IN THE MIDDLE,
 AE0320'AT THE WEST END OF A CONCRETE BORDER OF A DROP INLET TO A CONCRETE
 AE0320'CULVERT UNDER THE HIGHWAY. 11.9 METERS (39.0 FT) WEST OF THE CENTER OF
 AE0320'THE HIGHWAY, 7.3 METERS (24.0 FT) NORTH OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0293 ***********************************************************************
 AE0293  DESIGNATION -  N 685
 AE0293  PID         -  AE0293
 AE0293  STATE/COUNTY-  TX/HIDALGO
 AE0293  USGS QUAD   -  LA JOYA (1982)
 AE0293
 AE0293                         *CURRENT SURVEY CONTROL
 AE0293  ___________________________________________________________________
 AE0293* NAD 83(1986)-  26 10 52.     (N)    098 22 38.     (W)     SCALED    
 AE0293* NAVD 88     -        35.435  (meters)     116.26   (feet)  POSTED    
 AE0293  ___________________________________________________________________
 AE0293  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0293  DYNAMIC HT  -          35.380 (meters)     116.08  (feet)  COMP
 AE0293  MODELED GRAV-     978,989.0   (mgal)                       NAVD 88
 AE0293
 AE0293  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0293
 AE0293.The horizontal coordinates were scaled from a topographic map and have
 AE0293.an estimated accuracy of +/- 6 seconds.
 AE0293
 AE0293.The orthometric height was determined by differential leveling
 AE0293.and adjusted by the National Geodetic Survey in 1992..
 AE0293.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0293.rate of 0.0 thru 1.0 mm/km.
 AE0293
 AE0293.The geoid height was determined by GEOID03.
 AE0293
 AE0293.The dynamic height is computed by dividing the NAVD 88
 AE0293.geopotential number by the normal gravity value computed on the
 AE0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0293.degrees latitude (g = 980.6199 gals.).
 AE0293
 AE0293.The modeled gravity was interpolated from observed gravity values.
 AE0293
 AE0293;                    North         East    Units  Estimated Accuracy
 AE0293;SPC TX S     - 5,057,000.      312,270.      MT  (+/- 180 meters Scaled)
 AE0293
 AE0293                          SUPERSEDED SURVEY CONTROL
 AE0293
 AE0293  NGVD 29 (??/??/92)   35.536  (m)          116.59   (f) ADJ UNCH    2 0
 AE0293
 AE0293.Superseded values are not recommended for survey control.
 AE0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0293.See file dsdata.txt to determine how the superseded data were derived.
 AE0293
 AE0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP622958(NAD 83)
 AE0293_MARKER: DB = BENCH MARK DISK
 AE0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0293_STAMPING: N 685 1942
 AE0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0293+STABILITY: SURFACE MOTION
 AE0293
 AE0293  HISTORY     - Date     Condition        Report By
 AE0293  HISTORY     - 1942     MONUMENTED       CGS
 AE0293
 AE0293                          STATION DESCRIPTION
 AE0293
 AE0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0293'3.5 MI NW FROM MADERO.
 AE0293'3.5 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE VALLEY BRICK AND TILE
 AE0293'CO. PROPERTY AT MADERO, HIDALGO COUNTY, 0.1 MILE ACROSS THE ROAD FROM
 AE0293'THE WEST CORNER OF A LARGE FIELD (UNCLEARED IN 1942), AT THE MIDDLE OF
 AE0293'A CURVE, 46 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 AE0293'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST OF A WHITE
 AE0293'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AE0293'STAMPED N 685 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AE0293'0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0525 ***********************************************************************
 AE0525  DESIGNATION -  N 686
 AE0525  PID         -  AE0525
 AE0525  STATE/COUNTY-  TX/HIDALGO
 AE0525  USGS QUAD   -  ALTON (1963)
 AE0525
 AE0525                         *CURRENT SURVEY CONTROL
 AE0525  ___________________________________________________________________
 AE0525* NAD 83(1986)-  26 19 01.     (N)    098 18 30.     (W)     SCALED    
 AE0525* NAVD 88     -        51.541  (meters)     169.10   (feet)  ADJUSTED  
 AE0525  ___________________________________________________________________
 AE0525  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE0525  DYNAMIC HT  -          51.456 (meters)     168.82  (feet)  COMP
 AE0525  MODELED GRAV-     979,003.0   (mgal)                       NAVD 88
 AE0525
 AE0525  VERT ORDER  -  SECOND    CLASS 0
 AE0525
 AE0525.The horizontal coordinates were scaled from a topographic map and have
 AE0525.an estimated accuracy of +/- 6 seconds.
 AE0525
 AE0525.The orthometric height was determined by differential leveling
 AE0525.and adjusted by the National Geodetic Survey in June 1991..
 AE0525
 AE0525.The geoid height was determined by GEOID03.
 AE0525
 AE0525.The dynamic height is computed by dividing the NAVD 88
 AE0525.geopotential number by the normal gravity value computed on the
 AE0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0525.degrees latitude (g = 980.6199 gals.).
 AE0525
 AE0525.The modeled gravity was interpolated from observed gravity values.
 AE0525
 AE0525;                    North         East    Units  Estimated Accuracy
 AE0525;SPC TX S     - 5,072,060.      319,140.      MT  (+/- 180 meters Scaled)
 AE0525
 AE0525                          SUPERSEDED SURVEY CONTROL
 AE0525
 AE0525  NGVD 29 (??/??/92)   51.638  (m)          169.42   (f) ADJ UNCH    2 0
 AE0525
 AE0525.Superseded values are not recommended for survey control.
 AE0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0525.See file dsdata.txt to determine how the superseded data were derived.
 AE0525
 AE0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ690109(NAD 83)
 AE0525_MARKER: DB = BENCH MARK DISK
 AE0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0525_SP_SET: CULVERT
 AE0525_STAMPING: N 686 1942
 AE0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0525
 AE0525  HISTORY     - Date     Condition        Report By
 AE0525  HISTORY     - 1942     MONUMENTED       CGS
 AE0525
 AE0525                          STATION DESCRIPTION
 AE0525
 AE0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0525'7.3 MI N FROM MISSION.
 AE0525'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY BUILDING AT
 AE0525'MISSION, PROCEED 7.2 MILES NORTHERLY ALONG STATE HIGHWAY NO. 107 TO A
 AE0525'RIGHT ANGLE TURN IN THE HIGHWAY TO THE EAST AND THE INTERSECTION OF A
 AE0525'DIRT ROAD LEADING NORTH, THENCE 0.1 MILE NORTHERLY ALONG A DIRT ROAD
 AE0525'TO AN IRRIGATION CANAL AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0525'HORIZONTALLY IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL
 AE0525'OF A CONCRETE IRRIGATION CANAL CULVERT BETWEEN THE RAILROAD AND THE
 AE0525'DIRT ROAD.  IT IS 42.3 FEET SOUTH OF TELEPHONE POLE NO. R1, 37.3 FEET
 AE0525'WEST OF AND ABOUT 3.5 FEET ABOVE THE CENTERLINE OF THE DIRT ROAD, 21.7
 AE0525'FEET EAST OF THE CENTERLINE OF THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0755 ***********************************************************************
 AE0755  DESIGNATION -  N 687
 AE0755  PID         -  AE0755
 AE0755  STATE/COUNTY-  TX/STARR
 AE0755  USGS QUAD   -  VIBORAS (1993)
 AE0755
 AE0755                         *CURRENT SURVEY CONTROL
 AE0755  ___________________________________________________________________
 AE0755* NAD 83(1986)-  26 38 29.     (N)    098 51 37.     (W)     SCALED    
 AE0755* NAVD 88     -       106.464  (meters)     349.29   (feet)  ADJUSTED  
 AE0755  ___________________________________________________________________
 AE0755  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AE0755  DYNAMIC HT  -         106.289 (meters)     348.72  (feet)  COMP
 AE0755  MODELED GRAV-     979,000.9   (mgal)                       NAVD 88
 AE0755
 AE0755  VERT ORDER  -  SECOND    CLASS 0
 AE0755
 AE0755.The horizontal coordinates were scaled from a topographic map and have
 AE0755.an estimated accuracy of +/- 6 seconds.
 AE0755
 AE0755.The orthometric height was determined by differential leveling
 AE0755.and adjusted by the National Geodetic Survey in June 1991..
 AE0755
 AE0755.The geoid height was determined by GEOID03.
 AE0755
 AE0755.The dynamic height is computed by dividing the NAVD 88
 AE0755.geopotential number by the normal gravity value computed on the
 AE0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0755.degrees latitude (g = 980.6199 gals.).
 AE0755
 AE0755.The modeled gravity was interpolated from observed gravity values.
 AE0755
 AE0755;                    North         East    Units  Estimated Accuracy
 AE0755;SPC TX S     - 5,108,040.      264,130.      MT  (+/- 180 meters Scaled)
 AE0755
 AE0755                          SUPERSEDED SURVEY CONTROL
 AE0755
 AE0755  NGVD 29 (??/??/92)  106.517  (m)          349.46   (f) ADJ UNCH    2 0
 AE0755
 AE0755.Superseded values are not recommended for survey control.
 AE0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0755.See file dsdata.txt to determine how the superseded data were derived.
 AE0755
 AE0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ139467(NAD 83)
 AE0755_MARKER: DB = BENCH MARK DISK
 AE0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0755_STAMPING: N 687 1942
 AE0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0755+STABILITY: SURFACE MOTION
 AE0755
 AE0755  HISTORY     - Date     Condition        Report By
 AE0755  HISTORY     - 1942     MONUMENTED       CGS
 AE0755
 AE0755                          STATION DESCRIPTION
 AE0755
 AE0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0755'4.8 MI N FROM EL SAUZ.
 AE0755'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ, PROCEED 4.8 MILES NORTH
 AE0755'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING EAST
 AE0755'AND SITE OF BENCH MARK.  BENCH MARK IS 52.0 FEET NORTH OF THE
 AE0755'CENTERLINE OF DIRT ROAD LEADING EAST.  IT IS 30.0 FEET EAST OF AND
 AE0755'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  IT IS 24.0
 AE0755'FEET EAST OF THE EAST END OF A CATTLE GUARD, 3.0 FEET SOUTH OF THE
 AE0755'RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET WEST OF A 4X4 INCH WHITE
 AE0755'WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0551 ***********************************************************************
 AE0551  DESIGNATION -  N 688
 AE0551  PID         -  AE0551
 AE0551  STATE/COUNTY-  TX/HIDALGO
 AE0551  USGS QUAD   -  MC COOK (1963)
 AE0551
 AE0551                         *CURRENT SURVEY CONTROL
 AE0551  ___________________________________________________________________
 AE0551* NAD 83(1986)-  26 25 24.     (N)    098 27 17.     (W)     SCALED    
 AE0551* NAVD 88     -        92.246  (meters)     302.64   (feet)  ADJUSTED  
 AE0551  ___________________________________________________________________
 AE0551  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0551  DYNAMIC HT  -          92.094 (meters)     302.15  (feet)  COMP
 AE0551  MODELED GRAV-     978,999.0   (mgal)                       NAVD 88
 AE0551
 AE0551  VERT ORDER  -  SECOND    CLASS 0
 AE0551
 AE0551.The horizontal coordinates were scaled from a topographic map and have
 AE0551.an estimated accuracy of +/- 6 seconds.
 AE0551
 AE0551.The orthometric height was determined by differential leveling
 AE0551.and adjusted by the National Geodetic Survey in June 1991..
 AE0551
 AE0551.The geoid height was determined by GEOID03.
 AE0551
 AE0551.The dynamic height is computed by dividing the NAVD 88
 AE0551.geopotential number by the normal gravity value computed on the
 AE0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0551.degrees latitude (g = 980.6199 gals.).
 AE0551
 AE0551.The modeled gravity was interpolated from observed gravity values.
 AE0551
 AE0551;                    North         East    Units  Estimated Accuracy
 AE0551;SPC TX S     - 5,083,830.      304,520.      MT  (+/- 180 meters Scaled)
 AE0551
 AE0551                          SUPERSEDED SURVEY CONTROL
 AE0551
 AE0551  NGVD 29 (??/??/92)   92.341  (m)          302.96   (f) ADJ UNCH    2 0
 AE0551
 AE0551.Superseded values are not recommended for survey control.
 AE0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0551.See file dsdata.txt to determine how the superseded data were derived.
 AE0551
 AE0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ543226(NAD 83)
 AE0551_MARKER: DB = BENCH MARK DISK
 AE0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0551_STAMPING: N 688 1942
 AE0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0551+STABILITY: SURFACE MOTION
 AE0551
 AE0551  HISTORY     - Date     Condition        Report By
 AE0551  HISTORY     - 1942     MONUMENTED       CGS
 AE0551  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0551  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0551
 AE0551                          STATION DESCRIPTION
 AE0551
 AE0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0551'12.5 MI N FROM LA JOYA.
 AE0551'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0551'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0551'GRAVEL ROAD LEADING NORTH, THENCE 12.2 MILES NORTHERLY ALONG A GRAVEL
 AE0551'ROAD TO THE NORTHWEST CORNER OF AN OPEN FIELD AND SITE OF BENCH MARK.
 AE0551'BENCH MARK IS 0.1 MILE SOUTH OF THE NORTHWEST CORNER OF AN OPEN FIELD.
 AE0551'IT IS 35.4 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0551'CENTERLINE OF THE ROAD, 0.8 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 AE0551'MONUMENT IS 3.5 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AE0551'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AE0551
 AE0551                          STATION RECOVERY (1962)
 AE0551
 AE0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0551'MARK NOT FOUND.
 AE0551
 AE0551                          STATION RECOVERY (1992)
 AE0551
 AE0551'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0690 ***********************************************************************
 AE0690  DESIGNATION -  N 689
 AE0690  PID         -  AE0690
 AE0690  STATE/COUNTY-  TX/STARR
 AE0690  USGS QUAD   -  SAGUNADA RANCH (1965)
 AE0690
 AE0690                         *CURRENT SURVEY CONTROL
 AE0690  ___________________________________________________________________
 AE0690* NAD 83(1986)-  26 25 27.     (N)    098 41 46.     (W)     SCALED    
 AE0690* NAVD 88     -       100.943  (meters)     331.18   (feet)  ADJUSTED  
 AE0690  ___________________________________________________________________
 AE0690  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AE0690  DYNAMIC HT  -         100.776 (meters)     330.63  (feet)  COMP
 AE0690  MODELED GRAV-     978,994.8   (mgal)                       NAVD 88
 AE0690
 AE0690  VERT ORDER  -  SECOND    CLASS 0
 AE0690
 AE0690.The horizontal coordinates were scaled from a topographic map and have
 AE0690.an estimated accuracy of +/- 6 seconds.
 AE0690
 AE0690.The orthometric height was determined by differential leveling
 AE0690.and adjusted by the National Geodetic Survey in June 1991..
 AE0690
 AE0690.The geoid height was determined by GEOID03.
 AE0690
 AE0690.The dynamic height is computed by dividing the NAVD 88
 AE0690.geopotential number by the normal gravity value computed on the
 AE0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0690.degrees latitude (g = 980.6199 gals.).
 AE0690
 AE0690.The modeled gravity was interpolated from observed gravity values.
 AE0690
 AE0690;                    North         East    Units  Estimated Accuracy
 AE0690;SPC TX S     - 5,083,940.      280,440.      MT  (+/- 180 meters Scaled)
 AE0690
 AE0690                          SUPERSEDED SURVEY CONTROL
 AE0690
 AE0690  NGVD 29 (??/??/92)  101.008  (m)          331.39   (f) ADJ UNCH    2 0
 AE0690
 AE0690.Superseded values are not recommended for survey control.
 AE0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0690.See file dsdata.txt to determine how the superseded data were derived.
 AE0690
 AE0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ303226(NAD 83)
 AE0690_MARKER: DB = BENCH MARK DISK
 AE0690_SETTING: 66 = SET IN ROCK OUTCROP
 AE0690_SP_SET: LIMESTONE BEDROCK
 AE0690_STAMPING: N 689 1942
 AE0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0690+STABILITY: POSITION/ELEVATION WELL
 AE0690
 AE0690  HISTORY     - Date     Condition        Report By
 AE0690  HISTORY     - 1942     MONUMENTED       CGS
 AE0690
 AE0690                          STATION DESCRIPTION
 AE0690
 AE0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0690'7.5 MI N FROM GARCIASVILLE.
 AE0690'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE0690'LEADING NORTH (7.9 MILES EAST OF THE POST OFFICE AT RIO GRANDE CITY),
 AE0690'PROCEED 6.3 MILES NORTHERLY ALONG A GRAVEL ROAD TO THE SOUTH SLOPE OF
 AE0690'A LONG ROCKY GRADE AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0690'HORIZONTALLY IN THE TOP OF A 5X12 FOOT LIME STONE BED ROCK.  IT IS
 AE0690'34.0 FEET SOUTH OF THE NORTH END OF A SERIES OF LIME STONE ROCK
 AE0690'OUTCROPS IN THE ROAD, 16.5 FEET EAST OF AND ABOUT THE SAME ELEVATION
 AE0690'AS THE CENTERLINE OF THE ROAD, 1.5 FOOT WEST OF THE EAST RIGHT-OF-WAY
 AE0690'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0269 ***********************************************************************
 EO0269  DESIGNATION -  N 69
 EO0269  PID         -  EO0269
 EO0269  STATE/COUNTY-  TX/PARMER
 EO0269  USGS QUAD   -  FARWELL (1985)
 EO0269
 EO0269                         *CURRENT SURVEY CONTROL
 EO0269  ___________________________________________________________________
 EO0269* NAD 83(1986)-  34 23 24.     (N)    103 01 34.     (W)     SCALED    
 EO0269* NAVD 88     -      1257.933  (meters)    4127.07   (feet)  ADJUSTED  
 EO0269  ___________________________________________________________________
 EO0269  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 EO0269  DYNAMIC HT  -        1256.284 (meters)    4121.66  (feet)  COMP
 EO0269  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 EO0269
 EO0269  VERT ORDER  -  FIRST     CLASS II
 EO0269
 EO0269.The horizontal coordinates were scaled from a topographic map and have
 EO0269.an estimated accuracy of +/- 6 seconds.
 EO0269
 EO0269.The orthometric height was determined by differential leveling
 EO0269.and adjusted by the National Geodetic Survey in June 1991..
 EO0269
 EO0269.The geoid height was determined by GEOID03.
 EO0269
 EO0269.The dynamic height is computed by dividing the NAVD 88
 EO0269.geopotential number by the normal gravity value computed on the
 EO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0269.degrees latitude (g = 980.6199 gals.).
 EO0269
 EO0269.The modeled gravity was interpolated from observed gravity values.
 EO0269
 EO0269;                    North         East    Units  Estimated Accuracy
 EO0269;SPC TX N     - 1,044,350.       59,650.      MT  (+/- 180 meters Scaled)
 EO0269
 EO0269                          SUPERSEDED SURVEY CONTROL
 EO0269
 EO0269  NGVD 29 (??/??/92) 1257.340  (m)         4125.12   (f) ADJ UNCH    1 2
 EO0269
 EO0269.Superseded values are not recommended for survey control.
 EO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0269.See file dsdata.txt to determine how the superseded data were derived.
 EO0269
 EO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU814071(NAD 83)
 EO0269_MARKER: DB = BENCH MARK DISK
 EO0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0269_STAMPING: N 69 1930 4125.064
 EO0269_MARK LOGO: CGS   
 EO0269_PROJECTION: PROJECTING 15 CENTIMETERS
 EO0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0269+STABILITY: SURFACE MOTION
 EO0269
 EO0269  HISTORY     - Date     Condition        Report By
 EO0269  HISTORY     - 1930     MONUMENTED       CGS
 EO0269  HISTORY     - 1958     GOOD             NGS
 EO0269  HISTORY     - 1982     GOOD             NGS
 EO0269  HISTORY     - 1985     GOOD             NGS
 EO0269
 EO0269                          STATION DESCRIPTION
 EO0269
 EO0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0269'1.2 MI E FROM TEXICO, NM.
 EO0269'ABOUT 1.2 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EO0269'STATION AT TEXICO, NEW MEXICO, 14 POLES EAST OF MILE POST 1, 40 1/2
 EO0269'FEET NORTH OF THE NEAR RAIL, 100 FEET NORTHEAST OF THE CENTER LINE OF
 EO0269'A ROAD CROSSING, 92 FEET EAST OF A NORTH-SOUTH ROAD, 12 1/2 FEET WEST
 EO0269'OF A TELEPHONE POLE, 7 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WHITE
 EO0269'WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE TRACK, AND IN THE TOP OF A
 EO0269'CONCRETE POST FLUSH WITH THE GROUND.
 EO0269
 EO0269                          STATION RECOVERY (1982)
 EO0269
 EO0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0269'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.8 KM (9.8
 EO0269'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM ITS JUNCTION WITH
 EO0269'STATE HIGHWAY 18 IN CLOVIS, NEW MEXICO, THENCE 0.2 KM (0.1 MI)
 EO0269'NORTHERLY ALONG A DIRT ROAD, 0.5 KM (0.3 MI) EAST OF RAILROAD MILEPOST
 EO0269'1, 28.2 METERS (92.5 FT) EAST OF THE CENTER OF THE ROAD, 16.3 METERS
 EO0269'(53.5 FT) EAST OF A FENCE CORNER, 12.4 METERS (40.7 FT) NORTH OF THE
 EO0269'NEAR RAIL OF THE SANTA FE RAILROAD, 4.0 METERS (13.1 FT) WEST OF
 EO0269'UTILITY POLE NUMBER 4G AND 2.2 METERS (7.2 FT) SOUTH OF A FENCE.
 EO0269'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EO0269'THE MARK IS 1.2 M BELOW THE TRACKS.
 EO0269
 EO0269                          STATION RECOVERY (1985)
 EO0269
 EO0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EO0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3247 ***********************************************************************
 AW3247  DESIGNATION -  N 690
 AW3247  PID         -  AW3247
 AW3247  STATE/COUNTY-  TX/HARRIS
 AW3247  USGS QUAD   -  JACINTO CITY (1982)
 AW3247
 AW3247                         *CURRENT SURVEY CONTROL
 AW3247  ___________________________________________________________________
 AW3247* NAD 83(1986)-  29 49 27.     (N)    095 13 48.     (W)     SCALED    
 AW3247* NAVD 88     -        10.40   (+/-2cm)      34.1    (feet)  VERTCON   
 AW3247  ___________________________________________________________________
 AW3247  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW3247
 AW3247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3247
 AW3247.The horizontal coordinates were scaled from a topographic map and have
 AW3247.an estimated accuracy of +/- 6 seconds.
 AW3247
 AW3247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3247.The vertical order pertains to the NGVD 29 superseded value.
 AW3247
 AW3247.The geoid height was determined by GEOID03.
 AW3247
 AW3247;                    North         East    Units  Estimated Accuracy
 AW3247;SPC TXSC     - 4,226,510.      964,290.      MT  (+/- 180 meters Scaled)
 AW3247
 AW3247                          SUPERSEDED SURVEY CONTROL
 AW3247
 AW3247  NGVD 29 (??/??/92)   10.403  (m)           34.13   (f) ADJ UNCH    2 0
 AW3247
 AW3247.Superseded values are not recommended for survey control.
 AW3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3247.See file dsdata.txt to determine how the superseded data were derived.
 AW3247
 AW3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP845013(NAD 83)
 AW3247_MARKER: DB = BENCH MARK DISK
 AW3247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3247_SP_SET: ABUTMENT
 AW3247_STAMPING: N-690 1942
 AW3247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3247
 AW3247  HISTORY     - Date     Condition        Report By
 AW3247  HISTORY     - 1942     MONUMENTED       CGS
 AW3247  HISTORY     - 1963     MARK NOT FOUND   NGS
 AW3247  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW3247
 AW3247                          STATION DESCRIPTION
 AW3247
 AW3247'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3247'0.8 MI E FROM DAWES.
 AW3247'TO REACH FROM THE RAILROAD STATION SIGN POST AT DAWES, PROCEED 0.8
 AW3247'MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD TO THE GREENS BAYOU
 AW3247'HIGHWAY BRIDGE AND TO SITE OF BENCH MARK.  BENCH MARK IS 3 POLES EAST
 AW3247'OF MILE POST NO.353 AND ABOUT 80.0 FEET SOUTH OF RAILROAD BRIDGE NO.
 AW3247'352.84 AND SET HORIZONTALLY IN THE NORTH END OF THE WEST CONCRETE
 AW3247'ABUTMENT.  IT IS 15.6 FEET NORTH OF AND LEVEL WITH THE CENTERLINE OF
 AW3247'PAVEMENT.
 AW3247
 AW3247                          STATION RECOVERY (1963)
 AW3247
 AW3247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW3247'MARK NOT FOUND.
 AW3247
 AW3247                          STATION RECOVERY (1998)
 AW3247
 AW3247'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1143 ***********************************************************************
 AW1143  DESIGNATION -  N 691
 AW1143  PID         -  AW1143
 AW1143  STATE/COUNTY-  TX/BRAZORIA
 AW1143  USGS QUAD   -  ALGOA (1974)
 AW1143
 AW1143                         *CURRENT SURVEY CONTROL
 AW1143  ___________________________________________________________________
 AW1143* NAD 83(1986)-  29 23 19.     (N)    095 11 10.     (W)     SCALED    
 AW1143* NAVD 88     -        11.196  (meters)      36.73   (feet)  ADJUSTED  
 AW1143  ___________________________________________________________________
 AW1143  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW1143  DYNAMIC HT  -          11.180 (meters)      36.68  (feet)  COMP
 AW1143  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AW1143
 AW1143  VERT ORDER  -  FIRST     CLASS I
 AW1143
 AW1143.The horizontal coordinates were scaled from a topographic map and have
 AW1143.an estimated accuracy of +/- 6 seconds.
 AW1143
 AW1143.The orthometric height was determined by differential leveling
 AW1143.and adjusted by the National Geodetic Survey in June 1991..
 AW1143
 AW1143.The geoid height was determined by GEOID03.
 AW1143
 AW1143.The dynamic height is computed by dividing the NAVD 88
 AW1143.geopotential number by the normal gravity value computed on the
 AW1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1143.degrees latitude (g = 980.6199 gals.).
 AW1143
 AW1143.The modeled gravity was interpolated from observed gravity values.
 AW1143
 AW1143;                    North         East    Units  Estimated Accuracy
 AW1143;SPC TXSC     - 4,178,400.      970,110.      MT  (+/- 180 meters Scaled)
 AW1143
 AW1143                          SUPERSEDED SURVEY CONTROL
 AW1143
 AW1143  NGVD 29 (12/23/87)   11.193  (m)           36.72   (f) ADJUSTED    1 1
 AW1143
 AW1143.Superseded values are not recommended for survey control.
 AW1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1143.See file dsdata.txt to determine how the superseded data were derived.
 AW1143
 AW1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN878530(NAD 83)
 AW1143_MARKER: DB = BENCH MARK DISK
 AW1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1143_SP_SET: CONCRETE POST
 AW1143_STAMPING: N 691 1942
 AW1143_MARK LOGO: CGS   
 AW1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1143+STABILITY: SURFACE MOTION
 AW1143
 AW1143  HISTORY     - Date     Condition        Report By
 AW1143  HISTORY     - 1942     MONUMENTED       CGS
 AW1143  HISTORY     - 1973     GOOD             NGS
 AW1143  HISTORY     - 1978     GOOD             NGS
 AW1143  HISTORY     - 1987     GOOD             USPSQD
 AW1143  HISTORY     - 1987     GOOD             USPSQD
 AW1143  HISTORY     - 1987     GOOD             USPSQD
 AW1143  HISTORY     - 1987     GOOD             USPSQD
 AW1143  HISTORY     - 1987     GOOD             NGS
 AW1143  HISTORY     - 19870120 GOOD             USPSQD
 AW1143  HISTORY     - 1988     GOOD             USPSQD
 AW1143  HISTORY     - 1988     GOOD             USPSQD
 AW1143  HISTORY     - 1988     GOOD             USPSQD
 AW1143  HISTORY     - 1988     GOOD             USPSQD
 AW1143  HISTORY     - 1988     GOOD             USPSQD
 AW1143  HISTORY     - 1988     GOOD             USPSQD
 AW1143  HISTORY     - 1988     GOOD             USPSQD
 AW1143  HISTORY     - 1988     GOOD             USPSQD
 AW1143  HISTORY     - 1988     GOOD             USPSQD
 AW1143  HISTORY     - 1988     GOOD             USPSQD
 AW1143  HISTORY     - 1989     GOOD             USPSQD
 AW1143
 AW1143                          STATION DESCRIPTION
 AW1143
 AW1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1143'1.3 MI SW FROM ALGOA.
 AW1143'1.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1143'NORTHWEST APEX OF A TRIANGLE FORMED BY THE JUNCTION OF THE ATCHISON,
 AW1143'TOPEKA AND SANTA FE RAILWAY AT ALGOA, 178 FEET EAST OF AND ACROSS THE
 AW1143'TRACK FROM MILEPOLE 342, 45.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 48
 AW1143'FEET WEST OF THE CENTER LINE AND ON THE OUTSIDE OF A CURVE OF COUNTY
 AW1143'ROAD 159, 7.5 FEET SOUTHWEST OF A FENCE CORNER, 2.0 FEET NORTHEAST OF
 AW1143'A FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT,
 AW1143'0.5 FOOT SOUTHEAST OF A WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE
 AW1143'TRACK.
 AW1143
 AW1143                          STATION RECOVERY (1978)
 AW1143
 AW1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1987)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1987)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1987 (PM)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1987)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1987)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1987)
 AW1143
 AW1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1987)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1988)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1988)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1988)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1988)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1988)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1988)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1988)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1988)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1988)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1988)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1143'RECOVERED IN GOOD CONDITION.
 AW1143
 AW1143                          STATION RECOVERY (1989)
 AW1143
 AW1143'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4048 ***********************************************************************
 AW4048  DESIGNATION -  N 692
 AW4048  PID         -  AW4048
 AW4048  STATE/COUNTY-  TX/BRAZORIA
 AW4048  USGS QUAD   -  ROSHARON (1974)
 AW4048
 AW4048                         *CURRENT SURVEY CONTROL
 AW4048  ___________________________________________________________________
 AW4048* NAD 83(1986)-  29 18 34.     (N)    095 27 02.     (W)     SCALED    
 AW4048* NAVD 88     -        14.18   (+/-2cm)      46.5    (feet)  VERTCON   
 AW4048  ___________________________________________________________________
 AW4048  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW4048
 AW4048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4048
 AW4048.The horizontal coordinates were scaled from a topographic map and have
 AW4048.an estimated accuracy of +/- 6 seconds.
 AW4048
 AW4048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4048.The vertical order pertains to the NGVD 29 superseded value.
 AW4048
 AW4048.The geoid height was determined by GEOID03.
 AW4048
 AW4048;                    North         East    Units  Estimated Accuracy
 AW4048;SPC TXSC     - 4,168,820.      944,720.      MT  (+/- 180 meters Scaled)
 AW4048
 AW4048                          SUPERSEDED SURVEY CONTROL
 AW4048
 AW4048  NGVD 29 (??/??/92)   14.18   (m)           46.5    (f) COMPUTED    2 0
 AW4048
 AW4048.Superseded values are not recommended for survey control.
 AW4048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4048.See file dsdata.txt to determine how the superseded data were derived.
 AW4048
 AW4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN619447(NAD 83)
 AW4048_MARKER: DB = BENCH MARK DISK
 AW4048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4048_SP_SET: CULVERT
 AW4048_STAMPING: N 692 1942
 AW4048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4048+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4048
 AW4048  HISTORY     - Date     Condition        Report By
 AW4048  HISTORY     - 1942     MONUMENTED       CGS
 AW4048  HISTORY     - 20040312 GOOD             USPSQD
 AW4048
 AW4048                          STATION DESCRIPTION
 AW4048
 AW4048'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4048'3.1 MI S FROM ROSHARON.
 AW4048'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 3.1 MILES SOUTH
 AW4048'ALONG THE MISSOURI PACIFIC RAILROAD TO A DIRT ROAD LEADING EAST AND TO
 AW4048'A 12X4 FOOT, 3 SECTION CONCRETE HIGHWAY CULVERT AND TO SITE OF BENCH
 AW4048'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF THE WEST
 AW4048'HEADWALL OF CULVERT.  IT IS ABOUT 72.0 FEET EAST OF AND ABOUT LEVEL
 AW4048'WITH THE CENTERLINE OF TRACK, ABOUT 18.0 FEET WEST OF AND ABOUT LEVEL
 AW4048'WITH THE CENTERLINE OF STATE HIGHWAY NO. 288.
 AW4048
 AW4048                          STATION RECOVERY (2004)
 AW4048
 AW4048'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4048'GO SOUTH ON HW 521 FROM ARCOLA TO N29 18 34.4 W095 27 02.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4049 ***********************************************************************
 AW4049  DESIGNATION -  N 692 RESET 1958
 AW4049  PID         -  AW4049
 AW4049  STATE/COUNTY-  TX/BRAZORIA
 AW4049  USGS QUAD   -  ROSHARON (1974)
 AW4049
 AW4049                         *CURRENT SURVEY CONTROL
 AW4049  ___________________________________________________________________
 AW4049* NAD 83(1986)-  29 18 34.     (N)    095 27 02.     (W)     SCALED    
 AW4049* NAVD 88     -        13.95   (+/-2cm)      45.8    (feet)  VERTCON   
 AW4049  ___________________________________________________________________
 AW4049  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW4049
 AW4049  VERT ORDER  -  THIRD (See Below)
 AW4049
 AW4049.The horizontal coordinates were scaled from a topographic map and have
 AW4049.an estimated accuracy of +/- 6 seconds.
 AW4049
 AW4049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4049.The vertical order pertains to the NGVD 29 superseded value.
 AW4049
 AW4049.The geoid height was determined by GEOID03.
 AW4049
 AW4049;                    North         East    Units  Estimated Accuracy
 AW4049;SPC TXSC     - 4,168,820.      944,720.      MT  (+/- 180 meters Scaled)
 AW4049
 AW4049                          SUPERSEDED SURVEY CONTROL
 AW4049
 AW4049  NGVD 29 (??/??/??)   13.95   (m)           45.8    (f) RESET       3  
 AW4049
 AW4049.Superseded values are not recommended for survey control.
 AW4049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4049.See file dsdata.txt to determine how the superseded data were derived.
 AW4049
 AW4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN619447(NAD 83)
 AW4049_MARKER: DB = BENCH MARK DISK
 AW4049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4049_SP_SET: CULVERT
 AW4049_STAMPING: N 692 RESET 1958
 AW4049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4049
 AW4049  HISTORY     - Date     Condition        Report By
 AW4049  HISTORY     - 1958     MONUMENTED       TXHD
 AW4049  HISTORY     - 1988     GOOD             USPSQD
 AW4049  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4049
 AW4049                          STATION DESCRIPTION
 AW4049
 AW4049'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4049'3.1 MI S FROM ROSHARON.
 AW4049'3.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 AW4049'OFFICE AT ROSHARON, TO A SHELL ROAD LEADING EAST, AT A 6 X 3 FOOT
 AW4049'2-SECTION CONCRETE HIGHWAY CULVERT.  THE DISK IS SET IN THE TOP OF THE
 AW4049'SOUTH END OF THE WEST END OF THE CULVERT, 64 FEET EAST OF AND ABOUT
 AW4049'LEVEL WITH THE CENTERLINE OF TRACK, AND 26 FEET WEST OF AND ABOUT
 AW4049'LEVEL WITH THE CENTERLINE OF STATE HIGHWAY 288.
 AW4049
 AW4049                          STATION RECOVERY (1988)
 AW4049
 AW4049'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4049'RECOVERED IN GOOD CONDITION.
 AW4049
 AW4049                          STATION RECOVERY (2004)
 AW4049
 AW4049'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4049'GO SOUTH ON HW 521 FROM ARCOLA TO N29 18 34.4 W095 27 02.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3204 ***********************************************************************
 AW3204  DESIGNATION -  N 693
 AW3204  PID         -  AW3204
 AW3204  STATE/COUNTY-  TX/BRAZORIA
 AW3204  USGS QUAD   -  PEARLAND (1995)
 AW3204
 AW3204                         *CURRENT SURVEY CONTROL
 AW3204  ___________________________________________________________________
 AW3204* NAD 83(1986)-  29 33 50.     (N)    095 17 00.     (W)     SCALED    
 AW3204* NAVD 88     -        16.39   (+/-2cm)      53.8    (feet)  VERTCON   
 AW3204  ___________________________________________________________________
 AW3204  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW3204
 AW3204  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3204
 AW3204.The horizontal coordinates were scaled from a topographic map and have
 AW3204.an estimated accuracy of +/- 6 seconds.
 AW3204
 AW3204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3204.The vertical order pertains to the NGVD 29 superseded value.
 AW3204
 AW3204.The geoid height was determined by GEOID03.
 AW3204
 AW3204;                    North         East    Units  Estimated Accuracy
 AW3204;SPC TXSC     - 4,197,510.      960,060.      MT  (+/- 180 meters Scaled)
 AW3204
 AW3204                          SUPERSEDED SURVEY CONTROL
 AW3204
 AW3204  NGVD 29 (??/??/92)   16.382  (m)           53.75   (f) ADJ UNCH    1 2
 AW3204
 AW3204.Superseded values are not recommended for survey control.
 AW3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3204.See file dsdata.txt to determine how the superseded data were derived.
 AW3204
 AW3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN787726(NAD 83)
 AW3204_MARKER: DB = BENCH MARK DISK
 AW3204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3204_SP_SET: CULVERT
 AW3204_STAMPING: N 693 1942
 AW3204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW3204+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2003
 AW3204
 AW3204  HISTORY     - Date     Condition        Report By
 AW3204  HISTORY     - 1942     MONUMENTED       CGS
 AW3204  HISTORY     - 1959     GOOD             NGS
 AW3204  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3204  HISTORY     - 20030311 GOOD             INDIV
 AW3204
 AW3204                          STATION DESCRIPTION
 AW3204
 AW3204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3204'IN PEARLAND.
 AW3204'AT PEARLAND, 225 FEET SOUTH OF THE SOUTH END OF THE GULF, COLORADO AND
 AW3204'SANTA FE RAILROAD STATION, AT THE CROSSING OF FARM ROAD 518, 46 FEET
 AW3204'WEST OF THE WEST RAIL OF THE MAIN TRACK, 15 FEET NORTH OF THE CENTER
 AW3204'LINE OF THE ROAD, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 AW3204'HEAD WALL OF A DOUBLE CHANNEL CULVERT UNDER THE ROAD, AND ABOUT LEVEL
 AW3204'WITH THE ROAD.
 AW3204
 AW3204                          STATION RECOVERY (1964)
 AW3204
 AW3204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3204'MARK NOT FOUND.
 AW3204
 AW3204                          STATION RECOVERY (2003)
 AW3204
 AW3204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RHC)
 AW3204'MONUMENT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1218 ***********************************************************************
 AN1218  DESIGNATION -  N 694
 AN1218  PID         -  AN1218
 AN1218  STATE/COUNTY-  TX/REFUGIO
 AN1218  USGS QUAD   -  WOODSBORO (1978)
 AN1218
 AN1218                         *CURRENT SURVEY CONTROL
 AN1218  ___________________________________________________________________
 AN1218* NAD 83(1986)-  28 11 35.     (N)    097 22 19.     (W)     SCALED    
 AN1218* NAVD 88     -        14.378  (meters)      47.17   (feet)  ADJUSTED  
 AN1218  ___________________________________________________________________
 AN1218  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1218  DYNAMIC HT  -          14.357 (meters)      47.10  (feet)  COMP
 AN1218  MODELED GRAV-     979,147.5   (mgal)                       NAVD 88
 AN1218
 AN1218  VERT ORDER  -  FIRST     CLASS I
 AN1218
 AN1218.The horizontal coordinates were scaled from a topographic map and have
 AN1218.an estimated accuracy of +/- 6 seconds.
 AN1218
 AN1218.The orthometric height was determined by differential leveling
 AN1218.and adjusted by the National Geodetic Survey in June 1991..
 AN1218.WARNING-Repeat measurements at this control monument indicate possible
 AN1218.vertical movement.
 AN1218
 AN1218.The geoid height was determined by GEOID03.
 AN1218
 AN1218.The dynamic height is computed by dividing the NAVD 88
 AN1218.geopotential number by the normal gravity value computed on the
 AN1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1218.degrees latitude (g = 980.6199 gals.).
 AN1218
 AN1218.The modeled gravity was interpolated from observed gravity values.
 AN1218
 AN1218;                    North         East    Units  Estimated Accuracy
 AN1218;SPC TXSC     - 4,040,980.      759,860.      MT  (+/- 180 meters Scaled)
 AN1218
 AN1218                          SUPERSEDED SURVEY CONTROL
 AN1218
 AN1218  NGVD 29 (??/??/92)   14.545  (m)           47.72   (f) ADJ UNCH    1 1
 AN1218
 AN1218.Superseded values are not recommended for survey control.
 AN1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1218.See file dsdata.txt to determine how the superseded data were derived.
 AN1218
 AN1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS598196(NAD 83)
 AN1218_MARKER: DB = BENCH MARK DISK
 AN1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1218_STAMPING: N 694 1942
 AN1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1218+STABILITY: SURFACE MOTION
 AN1218
 AN1218  HISTORY     - Date     Condition        Report By
 AN1218  HISTORY     - 1942     MONUMENTED       CGS
 AN1218  HISTORY     - 1978     GOOD             NGS
 AN1218  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1218  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1218
 AN1218                          STATION DESCRIPTION
 AN1218
 AN1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1218'4.0 MI SW FROM WOODSBORO.
 AN1218'TO REACH FROM THE RAILROAD STATION AT WOODSBORO, PROCEED 4.0 MILES
 AN1218'SOUTHWEST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN1218'POST NO.176 AND SITE OF BENCH MARK.  BENCH MARK IS 51.0 FEET SOUTHEAST
 AN1218'OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF U.S. HIGHWAY NO.77. IT
 AN1218'IS 42.0 FEET NORTHWEST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF
 AN1218'TRACK, 15.0 FEET NORTHEAST OF MILE POST AND IN LINE WITH A ROW OF
 AN1218'POLES.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN
 AN1218'MARKER POST AND PROJECTS 0.5 FOOT.  STAMPED N 694 1942 AND SET IN THE
 AN1218'TOP OF A CONCRETE POST.
 AN1218
 AN1218                          STATION RECOVERY (1978)
 AN1218
 AN1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1218'RECOVERED IN GOOD CONDITION.
 AN1218
 AN1218                          STATION RECOVERY (1990)
 AN1218
 AN1218'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1218'MARK NOT FOUND.
 AN1218
 AN1218                          STATION RECOVERY (1999)
 AN1218
 AN1218'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0557 ***********************************************************************
 AN0557  DESIGNATION -  N 696
 AN0557  PID         -  AN0557
 AN0557  STATE/COUNTY-  TX/JACKSON
 AN0557  USGS QUAD   -  MANSON (1995)
 AN0557
 AN0557                         *CURRENT SURVEY CONTROL
 AN0557  ___________________________________________________________________
 AN0557* NAD 83(1986)-  28 54 30.     (N)    096 35 14.     (W)     SCALED    
 AN0557* NAVD 88     -        14.42   (+/-2cm)      47.3    (feet)  VERTCON   
 AN0557  ___________________________________________________________________
 AN0557  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0557
 AN0557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0557
 AN0557.The horizontal coordinates were scaled from a topographic map and have
 AN0557.an estimated accuracy of +/- 6 seconds.
 AN0557
 AN0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0557.The vertical order pertains to the NGVD 29 superseded value.
 AN0557
 AN0557.The geoid height was determined by GEOID03.
 AN0557
 AN0557;                    North         East    Units  Estimated Accuracy
 AN0557;SPC TXSC     - 4,121,570.      835,260.      MT  (+/- 180 meters Scaled)
 AN0557
 AN0557                          SUPERSEDED SURVEY CONTROL
 AN0557
 AN0557  NGVD 29 (??/??/92)   14.439  (m)           47.37   (f) ADJ UNCH    2 0
 AN0557
 AN0557.Superseded values are not recommended for survey control.
 AN0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0557.See file dsdata.txt to determine how the superseded data were derived.
 AN0557
 AN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT352002(NAD 83)
 AN0557_MARKER: DB = BENCH MARK DISK
 AN0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0557_STAMPING: N 696 1943
 AN0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0557+STABILITY: SURFACE MOTION
 AN0557
 AN0557  HISTORY     - Date     Condition        Report By
 AN0557  HISTORY     - 1943     MONUMENTED       CGS
 AN0557
 AN0557                          STATION DESCRIPTION
 AN0557
 AN0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0557'6.2 MI SE FROM EDNA.
 AN0557'TO REACH FROM THE COUNTY COURT HOUSE AT EDNA, PROCEED 2.2 MILES
 AN0557'SOUTHEAST ALONG STATE HIGHWAY NO. 111 TO THE INTERSECTION OF AN
 AN0557'IMPROVED ROAD LEADING TO LOLITA, THENCE GO 4.0 MILES SOUTHERLY ALONG
 AN0557'LOLITA ROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE
 AN0557'NORTH OF A WOODEN BRIDGE OVER A SMALL STREAM.  IT IS 29.2 FEET EAST OF
 AN0557'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 8.1 FEET SOUTH
 AN0557'OF A TELEPHONE POLE AND 2.0 FEET EAST OF THE RIGHT OF WAY FENCE.
 AN0557'MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WOODEN MARKER POST AND
 AN0557'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0558 ***********************************************************************
 AN0558  DESIGNATION -  N 696 RESET 1954
 AN0558  PID         -  AN0558
 AN0558  STATE/COUNTY-  TX/JACKSON
 AN0558  USGS QUAD   -  MANSON (1995)
 AN0558
 AN0558                         *CURRENT SURVEY CONTROL
 AN0558  ___________________________________________________________________
 AN0558* NAD 83(1986)-  28 54 30.     (N)    096 35 14.     (W)     SCALED    
 AN0558* NAVD 88     -        14.125  (meters)      46.34   (feet)  ADJUSTED  
 AN0558  ___________________________________________________________________
 AN0558  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0558  DYNAMIC HT  -          14.105 (meters)      46.28  (feet)  COMP
 AN0558  MODELED GRAV-     979,211.9   (mgal)                       NAVD 88
 AN0558
 AN0558  VERT ORDER  -  FIRST     CLASS I
 AN0558
 AN0558.The horizontal coordinates were scaled from a topographic map and have
 AN0558.an estimated accuracy of +/- 6 seconds.
 AN0558
 AN0558.The orthometric height was determined by differential leveling
 AN0558.and adjusted by the National Geodetic Survey in June 1991..
 AN0558
 AN0558.The geoid height was determined by GEOID03.
 AN0558
 AN0558.The dynamic height is computed by dividing the NAVD 88
 AN0558.geopotential number by the normal gravity value computed on the
 AN0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0558.degrees latitude (g = 980.6199 gals.).
 AN0558
 AN0558.The modeled gravity was interpolated from observed gravity values.
 AN0558
 AN0558;                    North         East    Units  Estimated Accuracy
 AN0558;SPC TXSC     - 4,121,570.      835,260.      MT  (+/- 180 meters Scaled)
 AN0558
 AN0558                          SUPERSEDED SURVEY CONTROL
 AN0558
 AN0558  NGVD 29 (??/??/92)   14.140  (m)           46.39   (f) ADJ UNCH    1 1
 AN0558
 AN0558.Superseded values are not recommended for survey control.
 AN0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0558.See file dsdata.txt to determine how the superseded data were derived.
 AN0558
 AN0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT352002(NAD 83)
 AN0558_MARKER: DB = BENCH MARK DISK
 AN0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0558_STAMPING: N 696 RESET 1954
 AN0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0558+STABILITY: SURFACE MOTION
 AN0558
 AN0558  HISTORY     - Date     Condition        Report By
 AN0558  HISTORY     - 1954     MONUMENTED       CGS
 AN0558  HISTORY     - 1972     GOOD             NGS
 AN0558
 AN0558                          STATION DESCRIPTION
 AN0558
 AN0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0558'6.2 MI SE FROM EDNA.
 AN0558'ABOUT 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0558'AT EDNA, THENCE 4.0 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO.
 AN0558'1822, 0.35 MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 AN0558'EAST, 165 FEET NORTH OF A POWER LINE POLE, 53 FEET EAST OF THE CENTER
 AN0558'LINE OF THE FARM ROAD, 2 1/2 FEET EAST OF A FENCE LINE, 4 FEET
 AN0558'NORTHEAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE
 AN0558'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 AN0558'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0503 ***********************************************************************
 AN0503  DESIGNATION -  N 697
 AN0503  PID         -  AN0503
 AN0503  STATE/COUNTY-  TX/VICTORIA
 AN0503  USGS QUAD   -  LA SALLE (1995)
 AN0503
 AN0503                         *CURRENT SURVEY CONTROL
 AN0503  ___________________________________________________________________
 AN0503* NAD 83(1986)-  28 45 44.     (N)    096 43 19.     (W)     SCALED    
 AN0503* NAVD 88     -        12.200  (meters)      40.03   (feet)  ADJUSTED  
 AN0503  ___________________________________________________________________
 AN0503  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0503  DYNAMIC HT  -          12.183 (meters)      39.97  (feet)  COMP
 AN0503  MODELED GRAV-     979,199.6   (mgal)                       NAVD 88
 AN0503
 AN0503  VERT ORDER  -  FIRST     CLASS I
 AN0503
 AN0503.The horizontal coordinates were scaled from a topographic map and have
 AN0503.an estimated accuracy of +/- 6 seconds.
 AN0503
 AN0503.The orthometric height was determined by differential leveling
 AN0503.and adjusted by the National Geodetic Survey in June 1991..
 AN0503
 AN0503.The geoid height was determined by GEOID03.
 AN0503
 AN0503.The dynamic height is computed by dividing the NAVD 88
 AN0503.geopotential number by the normal gravity value computed on the
 AN0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0503.degrees latitude (g = 980.6199 gals.).
 AN0503
 AN0503.The modeled gravity was interpolated from observed gravity values.
 AN0503
 AN0503;                    North         East    Units  Estimated Accuracy
 AN0503;SPC TXSC     - 4,105,110.      822,440.      MT  (+/- 180 meters Scaled)
 AN0503
 AN0503                          SUPERSEDED SURVEY CONTROL
 AN0503
 AN0503  NGVD 29 (??/??/92)   12.320  (m)           40.42   (f) ADJ UNCH    1 1
 AN0503
 AN0503.Superseded values are not recommended for survey control.
 AN0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0503.See file dsdata.txt to determine how the superseded data were derived.
 AN0503
 AN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS224837(NAD 83)
 AN0503_MARKER: DB = BENCH MARK DISK
 AN0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0503_STAMPING: N 697 1943
 AN0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0503+STABILITY: SURFACE MOTION
 AN0503
 AN0503  HISTORY     - Date     Condition        Report By
 AN0503  HISTORY     - 1943     MONUMENTED       CGS
 AN0503  HISTORY     - 1972     GOOD             NGS
 AN0503  HISTORY     - 1973     GOOD             NGS
 AN0503  HISTORY     - 1978     GOOD             NGS
 AN0503
 AN0503                          STATION DESCRIPTION
 AN0503
 AN0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0503'3.8 MI SW FROM LA SALLE.
 AN0503'ABOUT 3.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0503'CROSSING OF A PAVED ROAD AT LA SALLE, AT A CROSSING OF THE RAILROAD
 AN0503'AND A PRIVATE ROAD, 0.4 MILE NORTHEAST OF MILEPOST 232, 114 YARDS
 AN0503'SOUTHWEST OF A RAILROAD SIGN WHICH BEARS THE LETTERS KEERAN, 46 FEET
 AN0503'NORTHWEST AND ACROSS A SIDETRACK FROM THE NORTHWEST RAIL OF THE MAIN
 AN0503'TRACK, 23 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 1/2
 AN0503'FEET SOUTHEAST OF A FENCE, 56.3 FEET NORTHEAST AND ACROSS THE ROAD
 AN0503'FROM BENCH MARK A 1192, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST,
 AN0503'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 AN0503'CONCRETE POST WHICH PROJECTS 3 INCHES.
 AN0503
 AN0503                          STATION RECOVERY (1973)
 AN0503
 AN0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0503'RECOVERED IN GOOD CONDITION.
 AN0503
 AN0503                          STATION RECOVERY (1978)
 AN0503
 AN0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0995 ***********************************************************************
 AN0995  DESIGNATION -  N 698
 AN0995  PID         -  AN0995
 AN0995  STATE/COUNTY-  TX/VICTORIA
 AN0995  USGS QUAD   -  VICTORIA WEST (1987)
 AN0995
 AN0995                         *CURRENT SURVEY CONTROL
 AN0995  ___________________________________________________________________
 AN0995* NAD 83(1986)-  28 47 04.     (N)    097 02 26.     (W)     SCALED    
 AN0995* NAVD 88     -        18.62   (+/-2cm)      61.1    (feet)  VERTCON   
 AN0995  ___________________________________________________________________
 AN0995  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN0995
 AN0995  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0995
 AN0995.The horizontal coordinates were scaled from a topographic map and have
 AN0995.an estimated accuracy of +/- 6 seconds.
 AN0995
 AN0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0995.The vertical order pertains to the NGVD 29 superseded value.
 AN0995
 AN0995.The geoid height was determined by GEOID03.
 AN0995
 AN0995;                    North         East    Units  Estimated Accuracy
 AN0995;SPC TXSC     - 4,107,010.      791,300.      MT  (+/- 180 meters Scaled)
 AN0995
 AN0995                          SUPERSEDED SURVEY CONTROL
 AN0995
 AN0995  NGVD 29 (??/??/92)   18.71   (m)           61.4    (f) COMPUTED    2 0
 AN0995
 AN0995.Superseded values are not recommended for survey control.
 AN0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0995.See file dsdata.txt to determine how the superseded data were derived.
 AN0995
 AN0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS912856(NAD 83)
 AN0995_MARKER: DB = BENCH MARK DISK
 AN0995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0995_SP_SET: ABUTMENT
 AN0995_STAMPING: N 698 1943
 AN0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0995
 AN0995  HISTORY     - Date     Condition        Report By
 AN0995  HISTORY     - 1943     MONUMENTED       CGS
 AN0995
 AN0995                          STATION DESCRIPTION
 AN0995
 AN0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0995'2.4 MI SW FROM VICTORIA.
 AN0995'TO REACH FROM THE CITY HALL AT VICTORIA, PROCEED 2.4 MILES SOUTHWEST
 AN0995'ALONG THE TEXAS AND NEW ORLEANS RAILROAD TO THE SOUTHWEST END OF A
 AN0995'LONG TRESTLE AND SITE OF BENCH MARK.  BENCH MARK IS 3 POLES NORTHEAST
 AN0995'OF MILE POST NO 94 AND AT A HIGHWAY BRIDGE.  IT IS SET HORIZONTALLY IN
 AN0995'THE SOUTHWEST END OF THE SOUTHEAST WHEEL GUARD, ABOUT 100.0 FEET
 AN0995'NORTHWEST OF THE CENTERLINE OF TRACK, ABOUT 11.0 FEET SOUTHEAST OF AND
 AN0995'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF U.S. HIGHWAY NO. 59, ABOUT 5.3
 AN0995'FEET NORTHEAST OF THE SOUTHWEST ABUTMENT OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0996 ***********************************************************************
 AN0996  DESIGNATION -  N 698 RESET 1953
 AN0996  PID         -  AN0996
 AN0996  STATE/COUNTY-  TX/VICTORIA
 AN0996  USGS QUAD   -  VICTORIA WEST (1987)
 AN0996
 AN0996                         *CURRENT SURVEY CONTROL
 AN0996  ___________________________________________________________________
 AN0996* NAD 83(1986)-  28 47 05.     (N)    097 02 26.     (W)     SCALED    
 AN0996* NAVD 88     -        18.63   (+/-2cm)      61.1    (feet)  VERTCON   
 AN0996  ___________________________________________________________________
 AN0996  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN0996
 AN0996  VERT ORDER  -  THIRD (See Below)
 AN0996
 AN0996.The horizontal coordinates were scaled from a topographic map and have
 AN0996.an estimated accuracy of +/- 6 seconds.
 AN0996
 AN0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0996.The vertical order pertains to the NGVD 29 superseded value.
 AN0996
 AN0996.The geoid height was determined by GEOID03.
 AN0996
 AN0996;                    North         East    Units  Estimated Accuracy
 AN0996;SPC TXSC     - 4,107,040.      791,290.      MT  (+/- 180 meters Scaled)
 AN0996
 AN0996                          SUPERSEDED SURVEY CONTROL
 AN0996
 AN0996  NGVD 29 (01/29/03)   18.71   (m)           61.4    (f) RESET       3  
 AN0996
 AN0996.Superseded values are not recommended for survey control.
 AN0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0996.See file dsdata.txt to determine how the superseded data were derived.
 AN0996
 AN0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS912857(NAD 83)
 AN0996_MARKER: DB = BENCH MARK DISK
 AN0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0996_SP_SET: WHEEL GUARD
 AN0996_STAMPING: N 698 RESET 1953
 AN0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0996
 AN0996  HISTORY     - Date     Condition        Report By
 AN0996  HISTORY     - 1953     MONUMENTED       TXHD
 AN0996  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AN0996
 AN0996                          STATION DESCRIPTION
 AN0996
 AN0996'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN0996'2.4 MI SW FROM VICTORIA.
 AN0996'2.4 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0996'CITY HALL AT VICTORIA, VICTORIA COUNTY, 3 POLES NORTHEAST OF MILEPOST
 AN0996'94, OPPOSITE THE SOUTHWEST END OF A LONG TRESTLE, 100 FEET NORTHWEST
 AN0996'OF THE CENTER LINE OF THE TRACK, AT A BRIDGE ON U.S. HIGHWAY 59, 5.3
 AN0996'FEET NORTHEAST OF THE SOUTHWEST ABUTMENT, IN THE SOUTHWEST END OF THE
 AN0996'SOUTHEAST WHEEL GUARD, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AN0996'HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 AN0996'N 698 RESET 11 1953.
 AN0996
 AN0996                          STATION RECOVERY (2002)
 AN0996
 AN0996'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN0996'HIGHWAY IS NOW SEVEN LANES WIDE AND MAJOR BRIDGE MODIFICATIONS HAVE
 AN0996'ELIMINATED THIS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1424 ***********************************************************************
 AN1424  DESIGNATION -  N 699
 AN1424  PID         -  AN1424
 AN1424  STATE/COUNTY-  TX/REFUGIO
 AN1424  USGS QUAD   -  REFUGIO (1979)
 AN1424
 AN1424                         *CURRENT SURVEY CONTROL
 AN1424  ___________________________________________________________________
 AN1424* NAD 83(1986)-  28 18 21.     (N)    097 16 29.     (W)     SCALED    
 AN1424* NAVD 88     -        14.64   (+/-2cm)      48.0    (feet)  VERTCON   
 AN1424  ___________________________________________________________________
 AN1424  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1424
 AN1424  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1424
 AN1424.The horizontal coordinates were scaled from a topographic map and have
 AN1424.an estimated accuracy of +/- 6 seconds.
 AN1424
 AN1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1424.The vertical order pertains to the NGVD 29 superseded value.
 AN1424
 AN1424.The geoid height was determined by GEOID03.
 AN1424
 AN1424;                    North         East    Units  Estimated Accuracy
 AN1424;SPC TXSC     - 4,053,620.      769,220.      MT  (+/- 180 meters Scaled)
 AN1424
 AN1424                          SUPERSEDED SURVEY CONTROL
 AN1424
 AN1424  NGVD 29 (??/??/92)   14.80   (m)           48.6    (f) COMPUTED    1 2
 AN1424
 AN1424.Superseded values are not recommended for survey control.
 AN1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1424.See file dsdata.txt to determine how the superseded data were derived.
 AN1424
 AN1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS691322(NAD 83)
 AN1424_MARKER: DB = BENCH MARK DISK
 AN1424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1424_SP_SET: SIDEWALK
 AN1424_STAMPING: N 699 1943
 AN1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1424
 AN1424  HISTORY     - Date     Condition        Report By
 AN1424  HISTORY     - 1943     MONUMENTED       CGS
 AN1424  HISTORY     - 1950     GOOD             NGS
 AN1424  HISTORY     - 1978     GOOD             NGS
 AN1424  HISTORY     - 19910408 GOOD             USPSQD
 AN1424  HISTORY     - 19940716 GOOD             USPSQD
 AN1424  HISTORY     - 19990724 GOOD             USPSQD
 AN1424
 AN1424                          STATION DESCRIPTION
 AN1424
 AN1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1424'0.7 MI NE FROM REFUGIO.
 AN1424'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COUNTY COURTHOUSE AT
 AN1424'REFUGIO, REFUGIO COUNTY, AT THE NEW (1943) STADIUM OF THE PUBLIC
 AN1424'SCHOOL, 0.6 FOOT WEST OF THE NORTH PILLAR, AND IN THE SIDEWALK AT THE
 AN1424'NORTH SIDE OF THE ENTRANCE TO THE STADIUM.  A STANDARD DISK, STAMPED N
 AN1424'699 1943.
 AN1424
 AN1424                          STATION RECOVERY (1978)
 AN1424
 AN1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1424'RECOVERED IN GOOD CONDITION.
 AN1424
 AN1424                          STATION RECOVERY (1991)
 AN1424
 AN1424'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN1424'RECOVERED IN GOOD CONDITION.
 AN1424
 AN1424                          STATION RECOVERY (1994)
 AN1424
 AN1424'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1424'RECOVERED IN GOOD CONDITION.
 AN1424
 AN1424                          STATION RECOVERY (1999)
 AN1424
 AN1424'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0025 ***********************************************************************
 AX0025  DESIGNATION -  N 7
 AX0025  PID         -  AX0025
 AX0025  STATE/COUNTY-  TX/AUSTIN
 AX0025  USGS QUAD   -  SEALY (1981)
 AX0025
 AX0025                         *CURRENT SURVEY CONTROL
 AX0025  ___________________________________________________________________
 AX0025* NAD 83(1986)-  29 48 06.     (N)    096 13 02.     (W)     SCALED    
 AX0025* NAVD 88     -        66.60   (+/-2cm)     218.5    (feet)  VERTCON   
 AX0025  ___________________________________________________________________
 AX0025  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0025
 AX0025  VERT ORDER  -  THIRD (See Below)
 AX0025
 AX0025.The horizontal coordinates were scaled from a topographic map and have
 AX0025.an estimated accuracy of +/- 6 seconds.
 AX0025
 AX0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0025.The vertical order pertains to the NGVD 29 superseded value.
 AX0025
 AX0025.The geoid height was determined by GEOID03.
 AX0025
 AX0025;                    North         East    Units  Estimated Accuracy
 AX0025;SPC TXSC     - 4,221,350.      868,980.      MT  (+/- 180 meters Scaled)
 AX0025
 AX0025                          SUPERSEDED SURVEY CONTROL
 AX0025
 AX0025  NGVD 29 (??/??/??)   66.58   (m)          218.4    (f) RESET       3  
 AX0025
 AX0025.Superseded values are not recommended for survey control.
 AX0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0025.See file dsdata.txt to determine how the superseded data were derived.
 AX0025
 AX0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU689000(NAD 83)
 AX0025_MARKER: Z = SEE DESCRIPTION
 AX0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0025+STABILITY: SURFACE MOTION
 AX0025
 AX0025  HISTORY     - Date     Condition        Report By
 AX0025  HISTORY     - UNK      MONUMENTED       CGS
 AX0025  HISTORY     - 1973     GOOD             NGS
 AX0025  HISTORY     - 1976     POOR             NGS
 AX0025  HISTORY     - 1976     POOR             NGS
 AX0025  HISTORY     - 1978     GOOD             NGS
 AX0025  HISTORY     - 1986     MARK NOT FOUND   NGS
 AX0025
 AX0025                          STATION DESCRIPTION
 AX0025
 AX0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0025'3.8 MI W FROM SEALY.
 AX0025'3.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0025'CROSSING OF STATE HIGHWAY 36 AT SEALY, 14 POLES SOUTHEAST OF MILE POLE
 AX0025'1031, 48.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 61 FEET SOUTHEAST OF
 AX0025'THE 14TH POLE SOUTHEAST OF THE MILE POLE, 18 1/2 FEET SOUTHEAST OF A T
 AX0025'FENCE JUNCTION POST, 1.0 FOOT NORTHEAST OF A FENCE, 0.7 FOOT EAST OF A
 AX0025'FENCE POST, ABOUT 2 FEET LOWER THAN THE TRACK, A CHIZEL SQUARE IN THE
 AX0025'TOP OF A STONE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. NOTE-- THE
 AX0025'POST IS CHIPPED AND WORN BUT A FAINT OUTLINE OF THE SQUARE CAN BE
 AX0025'SEEN.
 AX0025
 AX0025                          STATION RECOVERY (1976)
 AX0025
 AX0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0025'MARK RECOVERED IN POOR CONDITION.
 AX0025
 AX0025                          STATION RECOVERY (1976)
 AX0025
 AX0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0025'MARK RECOVERED IN POOR CONDITION.
 AX0025
 AX0025                          STATION RECOVERY (1978)
 AX0025
 AX0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0025'RECOVERED IN GOOD CONDITION.
 AX0025
 AX0025                          STATION RECOVERY (1986)
 AX0025
 AX0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0025'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0004 ***********************************************************************
 DQ0004  DESIGNATION -  N 70
 DQ0004  PID         -  DQ0004
 DQ0004  STATE/COUNTY-  TX/LAMB
 DQ0004  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0004
 DQ0004                         *CURRENT SURVEY CONTROL
 DQ0004  ___________________________________________________________________
 DQ0004* NAD 83(1986)-  33 55 10.     (N)    102 19 11.     (W)     SCALED    
 DQ0004* NAVD 88     -      1083.520  (meters)    3554.85   (feet)  ADJUSTED  
 DQ0004  ___________________________________________________________________
 DQ0004  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 DQ0004  DYNAMIC HT  -        1082.117 (meters)    3550.25  (feet)  COMP
 DQ0004  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 DQ0004
 DQ0004  VERT ORDER  -  FIRST     CLASS II
 DQ0004
 DQ0004.The horizontal coordinates were scaled from a topographic map and have
 DQ0004.an estimated accuracy of +/- 6 seconds.
 DQ0004
 DQ0004.The orthometric height was determined by differential leveling
 DQ0004.and adjusted by the National Geodetic Survey in June 1991..
 DQ0004
 DQ0004.The geoid height was determined by GEOID03.
 DQ0004
 DQ0004.The dynamic height is computed by dividing the NAVD 88
 DQ0004.geopotential number by the normal gravity value computed on the
 DQ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0004.degrees latitude (g = 980.6199 gals.).
 DQ0004
 DQ0004.The modeled gravity was interpolated from observed gravity values.
 DQ0004
 DQ0004;                    North         East    Units  Estimated Accuracy
 DQ0004;SPC TXNC     - 2,256,240.      246,870.      MT  (+/- 180 meters Scaled)
 DQ0004
 DQ0004                          SUPERSEDED SURVEY CONTROL
 DQ0004
 DQ0004  NGVD 29 (??/??/92) 1083.056  (m)         3553.33   (f) ADJ UNCH    1 2
 DQ0004
 DQ0004.Superseded values are not recommended for survey control.
 DQ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0004.See file dsdata.txt to determine how the superseded data were derived.
 DQ0004
 DQ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT477564(NAD 83)
 DQ0004_MARKER: DB = BENCH MARK DISK
 DQ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0004_STAMPING: 3553.326 N 70 1930
 DQ0004_MARK LOGO: CGS   
 DQ0004_PROJECTION: FLUSH
 DQ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0004+STABILITY: SURFACE MOTION
 DQ0004
 DQ0004  HISTORY     - Date     Condition        Report By
 DQ0004  HISTORY     - 1930     MONUMENTED       CGS
 DQ0004  HISTORY     - 1934     GOOD             NGS
 DQ0004  HISTORY     - 1982     GOOD             NGS
 DQ0004
 DQ0004                          STATION DESCRIPTION
 DQ0004
 DQ0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0004'0.3 MI S FROM LITTLEFIELD.
 DQ0004'0.3 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0004'STATION AT LITTLEFIELD, LAMB COUNTY, 180 FEET NORTH OF BRIDGE 53A, 50
 DQ0004'FEET EAST OF THE CENTERLINE OF THE TRACK, ABOUT 5 FEET NORTH OF AN
 DQ0004'IRON-RAIL PROPERTY MARKER, AND SET IN THE TOP OF A CONCRETE POST
 DQ0004'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 DQ0004
 DQ0004                          STATION RECOVERY (1982)
 DQ0004
 DQ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0004'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.1 KM (1.3 MI)
 DQ0004'NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION WITH U.S. HIGHWAY
 DQ0004'84 IN LITTLEFIELD, THENCE 0.6 KM (0.35 MI) SOUTHEASTERLY ALONG THE
 DQ0004'SANTA FE RAILROAD, 0.3 KM (0.2 MI) NORTHWEST OF THE JUNCTION OF FARM
 DQ0004'ROAD 54, 22.7 METERS (74.5 FT) SOUTHWEST OF THE CENTER OF A PAVED
 DQ0004'ROAD, 18.3 METERS (60.0 FT) NORTHWEST OF UTILITY POLE NUMBER G, 12.3
 DQ0004'METERS (40.4 FT) NORTHEAST OF THE NEAR RAIL AND 1.7 METERS (5.6 FT)
 DQ0004'NORTHEAST OF A VERTICAL STEEL RAIL RIGHT-OF-WAY MARKER.
 DQ0004'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DQ0004'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0202 ***********************************************************************
 BO0202  DESIGNATION -  N 700
 BO0202  PID         -  BO0202
 BO0202  STATE/COUNTY-  TX/CROCKETT
 BO0202  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0202
 BO0202                         *CURRENT SURVEY CONTROL
 BO0202  ___________________________________________________________________
 BO0202* NAD 83(1986)-  30 53 34.     (N)    101 09 39.     (W)     SCALED    
 BO0202* NAVD 88     -       783.937  (meters)    2571.97   (feet)  ADJUSTED  
 BO0202  ___________________________________________________________________
 BO0202  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0202  DYNAMIC HT  -         782.796 (meters)    2568.22  (feet)  COMP
 BO0202  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 BO0202
 BO0202  VERT ORDER  -  SECOND    CLASS 0
 BO0202
 BO0202.The horizontal coordinates were scaled from a topographic map and have
 BO0202.an estimated accuracy of +/- 6 seconds.
 BO0202
 BO0202.The orthometric height was determined by differential leveling
 BO0202.and adjusted by the National Geodetic Survey in June 1991..
 BO0202
 BO0202.The geoid height was determined by GEOID03.
 BO0202
 BO0202.The dynamic height is computed by dividing the NAVD 88
 BO0202.geopotential number by the normal gravity value computed on the
 BO0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0202.degrees latitude (g = 980.6199 gals.).
 BO0202
 BO0202.The modeled gravity was interpolated from observed gravity values.
 BO0202
 BO0202;                    North         East    Units  Estimated Accuracy
 BO0202;SPC TX C     - 3,136,220.      620,890.      MT  (+/- 180 meters Scaled)
 BO0202
 BO0202                          SUPERSEDED SURVEY CONTROL
 BO0202
 BO0202  NGVD 29 (??/??/92)  783.703  (m)         2571.20   (f) ADJ UNCH    2 0
 BO0202
 BO0202.Superseded values are not recommended for survey control.
 BO0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0202.See file dsdata.txt to determine how the superseded data were derived.
 BO0202
 BO0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV934197(NAD 83)
 BO0202_MARKER: DB = BENCH MARK DISK
 BO0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0202_STAMPING: N 700 1942
 BO0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0202+STABILITY: SURFACE MOTION
 BO0202
 BO0202  HISTORY     - Date     Condition        Report By
 BO0202  HISTORY     - 1942     MONUMENTED       CGS
 BO0202  HISTORY     - 1966     GOOD             NGS
 BO0202
 BO0202                          STATION DESCRIPTION
 BO0202
 BO0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0202'13.4 MI N FROM OZONA.
 BO0202'ABOUT 13.4 MILES NORTH ALONG STATE HIGHWAY 163 FORM THE OZONA NATIONAL
 BO0202'BANK AT OZONA, CROCKETT COUNTY, 47 FEET EAST OF THE CENTER LINE OF THE
 BO0202'HIGHWAY, 33 FEET NORTH OF A POLE, IN LINE WITH THE ROW OF POLES, 1.7
 BO0202'FEET WEST OF A WIRE FENCE PARALLELING THE HIGHWAY, 2 FEET SOUTH OF A
 BO0202'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY. A
 BO0202'STANDARD DISK, STAMPED N 700 1942 AND SET IN THE TOP OF A CONCRETE
 BO0202'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0178 ***********************************************************************
 BO0178  DESIGNATION -  N 701
 BO0178  PID         -  BO0178
 BO0178  STATE/COUNTY-  TX/CROCKETT
 BO0178  USGS QUAD   -  HUNT RANCH (1967)
 BO0178
 BO0178                         *CURRENT SURVEY CONTROL
 BO0178  ___________________________________________________________________
 BO0178* NAD 83(1986)-  30 36 14.     (N)    101 16 53.     (W)     SCALED    
 BO0178* NAVD 88     -       762.016  (meters)    2500.05   (feet)  ADJUSTED  
 BO0178  ___________________________________________________________________
 BO0178  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 BO0178  DYNAMIC HT  -         760.888 (meters)    2496.35  (feet)  COMP
 BO0178  MODELED GRAV-     979,136.1   (mgal)                       NAVD 88
 BO0178
 BO0178  VERT ORDER  -  FIRST     CLASS II
 BO0178
 BO0178.The horizontal coordinates were scaled from a topographic map and have
 BO0178.an estimated accuracy of +/- 6 seconds.
 BO0178
 BO0178.The orthometric height was determined by differential leveling
 BO0178.and adjusted by the National Geodetic Survey in June 1991..
 BO0178
 BO0178.The geoid height was determined by GEOID03.
 BO0178
 BO0178.The dynamic height is computed by dividing the NAVD 88
 BO0178.geopotential number by the normal gravity value computed on the
 BO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0178.degrees latitude (g = 980.6199 gals.).
 BO0178
 BO0178.The modeled gravity was interpolated from observed gravity values.
 BO0178
 BO0178;                    North         East    Units  Estimated Accuracy
 BO0178;SPC TX C     - 3,104,280.      609,090.      MT  (+/- 180 meters Scaled)
 BO0178
 BO0178                          SUPERSEDED SURVEY CONTROL
 BO0178
 BO0178  NGVD 29 (??/??/92)  761.803  (m)         2499.35   (f) ADJ UNCH    1 2
 BO0178
 BO0178.Superseded values are not recommended for survey control.
 BO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0178.See file dsdata.txt to determine how the superseded data were derived.
 BO0178
 BO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU812879(NAD 83)
 BO0178_MARKER: DB = BENCH MARK DISK
 BO0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0178_STAMPING: N 701 1942
 BO0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0178+STABILITY: SURFACE MOTION
 BO0178
 BO0178  HISTORY     - Date     Condition        Report By
 BO0178  HISTORY     - 1942     MONUMENTED       CGS
 BO0178  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 BO0178
 BO0178                          STATION DESCRIPTION
 BO0178
 BO0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0178'11.75 MI S FROM OZONA.
 BO0178'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0178'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0178'ABOUT 7.15 MILES SOUTH ALONG A DIRT ROAD, 47.0 FEET SOUTHEAST OF THE
 BO0178'CENTER LINE OF THE DIRT ROAD, 2.0 FEET WEST OF A WIRE FENCE, 39.0 FEET
 BO0178'SOUTH OF THE NORTH END OF A WIRE FENCE WHICH RUNS SOUTH FROM THE ROAD,
 BO0178'ABOUT LEVEL WITH THE ROAD.
 BO0178
 BO0178                          STATION RECOVERY (1966)
 BO0178
 BO0178'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 BO0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0231 ***********************************************************************
 BO0231  DESIGNATION -  N 702
 BO0231  PID         -  BO0231
 BO0231  STATE/COUNTY-  TX/CROCKETT
 BO0231  USGS QUAD   -  HOWARDS WELL SW (1970)
 BO0231
 BO0231                         *CURRENT SURVEY CONTROL
 BO0231  ___________________________________________________________________
 BO0231* NAD 83(1986)-  30 21 32.     (N)    101 29 38.     (W)     SCALED    
 BO0231* NAVD 88     -       583.974  (meters)    1915.92   (feet)  ADJUSTED  
 BO0231  ___________________________________________________________________
 BO0231  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 BO0231  DYNAMIC HT  -         583.105 (meters)    1913.07  (feet)  COMP
 BO0231  MODELED GRAV-     979,135.5   (mgal)                       NAVD 88
 BO0231
 BO0231  VERT ORDER  -  FIRST     CLASS II
 BO0231
 BO0231.The horizontal coordinates were scaled from a topographic map and have
 BO0231.an estimated accuracy of +/- 6 seconds.
 BO0231
 BO0231.The orthometric height was determined by differential leveling
 BO0231.and adjusted by the National Geodetic Survey in June 1991..
 BO0231
 BO0231.The geoid height was determined by GEOID03.
 BO0231
 BO0231.The dynamic height is computed by dividing the NAVD 88
 BO0231.geopotential number by the normal gravity value computed on the
 BO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0231.degrees latitude (g = 980.6199 gals.).
 BO0231
 BO0231.The modeled gravity was interpolated from observed gravity values.
 BO0231
 BO0231;                    North         East    Units  Estimated Accuracy
 BO0231;SPC TX C     - 3,077,320.      588,440.      MT  (+/- 180 meters Scaled)
 BO0231
 BO0231                          SUPERSEDED SURVEY CONTROL
 BO0231
 BO0231  NGVD 29 (??/??/92)  583.804  (m)         1915.36   (f) ADJ UNCH    1 2
 BO0231
 BO0231.Superseded values are not recommended for survey control.
 BO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0231.See file dsdata.txt to determine how the superseded data were derived.
 BO0231
 BO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU603611(NAD 83)
 BO0231_MARKER: DB = BENCH MARK DISK
 BO0231_SETTING: 66 = SET IN ROCK OUTCROP
 BO0231_SP_SET: OUTCROP
 BO0231_STAMPING: N 702 1942
 BO0231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0231+STABILITY: POSITION/ELEVATION WELL
 BO0231
 BO0231  HISTORY     - Date     Condition        Report By
 BO0231  HISTORY     - 1942     MONUMENTED       CGS
 BO0231  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0231
 BO0231                          STATION DESCRIPTION
 BO0231
 BO0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0231'13.65 MI N FROM PANDALE.
 BO0231'THIS MARK IS ABOUT 13.65 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0231'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 13.0 FEET NORTHWEST OF THE
 BO0231'CENTER LINE OF THE DIRT ROAD, 6.4 FEET SOUTHEAST OF A WIRE FENCE, 66.1
 BO0231'FEET SOUTH OF A TELEPHONE POLE, SET IN THE TOP OF A ROCK OUTCROP,
 BO0231'ABOUT 3.0 FEET HIGHER THAN THE ROAD.
 BO0231
 BO0231                          STATION RECOVERY (1970)
 BO0231
 BO0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0301 ***********************************************************************
 BO0301  DESIGNATION -  N 703
 BO0301  PID         -  BO0301
 BO0301  STATE/COUNTY-  TX/VAL VERDE
 BO0301  USGS QUAD   -  LITTLE FIELDER DRAW (1970)
 BO0301
 BO0301                         *CURRENT SURVEY CONTROL
 BO0301  ___________________________________________________________________
 BO0301* NAD 83(1986)-  30 04 18.     (N)    101 34 26.     (W)     SCALED    
 BO0301* NAVD 88     -       578.724  (meters)    1898.70   (feet)  ADJUSTED  
 BO0301  ___________________________________________________________________
 BO0301  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 BO0301  DYNAMIC HT  -         577.871 (meters)    1895.90  (feet)  COMP
 BO0301  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 BO0301
 BO0301  VERT ORDER  -  FIRST     CLASS II
 BO0301
 BO0301.The horizontal coordinates were scaled from a topographic map and have
 BO0301.an estimated accuracy of +/- 6 seconds.
 BO0301
 BO0301.The orthometric height was determined by differential leveling
 BO0301.and adjusted by the National Geodetic Survey in June 1991..
 BO0301
 BO0301.The geoid height was determined by GEOID03.
 BO0301
 BO0301.The dynamic height is computed by dividing the NAVD 88
 BO0301.geopotential number by the normal gravity value computed on the
 BO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0301.degrees latitude (g = 980.6199 gals.).
 BO0301
 BO0301.The modeled gravity was interpolated from observed gravity values.
 BO0301
 BO0301;                    North         East    Units  Estimated Accuracy
 BO0301;SPC TXSC     - 4,250,800.      351,870.      MT  (+/- 180 meters Scaled)
 BO0301
 BO0301                          SUPERSEDED SURVEY CONTROL
 BO0301
 BO0301  NGVD 29 (??/??/92)  578.589  (m)         1898.25   (f) ADJ UNCH    1 2
 BO0301
 BO0301.Superseded values are not recommended for survey control.
 BO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0301.See file dsdata.txt to determine how the superseded data were derived.
 BO0301
 BO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU518295(NAD 83)
 BO0301_MARKER: DB = BENCH MARK DISK
 BO0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0301_STAMPING: N 703 1942
 BO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0301+STABILITY: SURFACE MOTION
 BO0301
 BO0301  HISTORY     - Date     Condition        Report By
 BO0301  HISTORY     - 1942     MONUMENTED       CGS
 BO0301  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0301
 BO0301                          STATION DESCRIPTION
 BO0301
 BO0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0301'10.75 MI S FROM PANDALE.
 BO0301'THIS MARK IS ABOUT 10.75 MILES SOUTH ALONG A DIRT ROAD FROM THE
 BO0301'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 22.7 FEET EAST OF THE CENTER
 BO0301'LINE OF THE DIRT ROAD 1.2 FEET WEST OF A WIRE FENCE WHICH RUNS
 BO0301'PARALLEL WITH THE ROAD.  224.3 FEET SOUTH OF THE SOUTH END OF A WOODEN
 BO0301'GATE, ABOUT LEVEL WITH THE ROAD.
 BO0301
 BO0301                          STATION RECOVERY (1999)
 BO0301
 BO0301'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0562 ***********************************************************************
 CD0562  DESIGNATION -  N 704
 CD0562  PID         -  CD0562
 CD0562  STATE/COUNTY-  TX/HUDSPETH
 CD0562  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0562
 CD0562                         *CURRENT SURVEY CONTROL
 CD0562  ___________________________________________________________________
 CD0562* NAD 83(1986)-  31 11 02.     (N)    105 20 52.     (W)     SCALED    
 CD0562* NAVD 88     -      1380.506  (meters)    4529.21   (feet)  ADJUSTED  
 CD0562  ___________________________________________________________________
 CD0562  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CD0562  DYNAMIC HT  -        1378.302 (meters)    4521.98  (feet)  COMP
 CD0562  MODELED GRAV-     978,995.8   (mgal)                       NAVD 88
 CD0562
 CD0562  VERT ORDER  -  FIRST     CLASS II
 CD0562
 CD0562.The horizontal coordinates were scaled from a topographic map and have
 CD0562.an estimated accuracy of +/- 6 seconds.
 CD0562
 CD0562.The orthometric height was determined by differential leveling
 CD0562.and adjusted by the National Geodetic Survey in June 1991..
 CD0562
 CD0562.The geoid height was determined by GEOID03.
 CD0562
 CD0562.The dynamic height is computed by dividing the NAVD 88
 CD0562.geopotential number by the normal gravity value computed on the
 CD0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0562.degrees latitude (g = 980.6199 gals.).
 CD0562
 CD0562.The modeled gravity was interpolated from observed gravity values.
 CD0562
 CD0562;                    North         East    Units  Estimated Accuracy
 CD0562;SPC TX C     - 3,178,960.      222,240.      MT  (+/- 180 meters Scaled)
 CD0562
 CD0562                          SUPERSEDED SURVEY CONTROL
 CD0562
 CD0562  NGVD 29 (??/??/92) 1379.910  (m)         4527.25   (f) ADJ UNCH    1 2
 CD0562
 CD0562.Superseded values are not recommended for survey control.
 CD0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0562.See file dsdata.txt to determine how the superseded data were derived.
 CD0562
 CD0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ668500(NAD 83)
 CD0562_MARKER: DB = BENCH MARK DISK
 CD0562_SETTING: 66 = SET IN ROCK OUTCROP
 CD0562_SP_SET: OUTCROP
 CD0562_STAMPING: N 704 1942
 CD0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0562+STABILITY: POSITION/ELEVATION WELL
 CD0562
 CD0562  HISTORY     - Date     Condition        Report By
 CD0562  HISTORY     - 1942     MONUMENTED       CGS
 CD0562  HISTORY     - 1956     GOOD             NGS
 CD0562  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0562
 CD0562                          STATION DESCRIPTION
 CD0562
 CD0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0562'1.0 MI NE FROM SIERRA BLANCA.
 CD0562'0.8 MILE NORTH ALONG FARM ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0562'RAILROAD STATION AT SIERRA BLANCA, THENCE 0.2 MILE NORTHEAST ALONG AN
 CD0562'ABANDONED GRADED DIRT ROAD, 500 FEET SOUTHEAST OF THE FOOT OF A
 CD0562'PROMINENT HILL WHICH HAS THE LETTERS S B FORMED ON IT WITH WHITE ROCK,
 CD0562'29 FEET NORTHWEST OF THE CENTER LINE OF THE ABANDONED ROAD, 350 FEET
 CD0562'NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, 29 FEET SOUTHWEST OF
 CD0562'THE CENTER OF A SMALL WASH, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 CD0562'SANDSTONE OUTCROP.
 CD0562
 CD0562                          STATION RECOVERY (1981)
 CD0562
 CD0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0440 ***********************************************************************
 CD0440  DESIGNATION -  N 705
 CD0440  PID         -  CD0440
 CD0440  STATE/COUNTY-  TX/HUDSPETH
 CD0440  USGS QUAD   -  SCRATCH RANCH (1984)
 CD0440
 CD0440                         *CURRENT SURVEY CONTROL
 CD0440  ___________________________________________________________________
 CD0440* NAD 83(1986)-  31 31 53.     (N)    105 20 54.     (W)     SCALED    
 CD0440* NAVD 88     -      1296.994  (meters)    4255.22   (feet)  ADJUSTED  
 CD0440  ___________________________________________________________________
 CD0440  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0440  DYNAMIC HT  -        1294.991 (meters)    4248.65  (feet)  COMP
 CD0440  MODELED GRAV-     979,050.6   (mgal)                       NAVD 88
 CD0440
 CD0440  VERT ORDER  -  FIRST     CLASS II
 CD0440
 CD0440.The horizontal coordinates were scaled from a topographic map and have
 CD0440.an estimated accuracy of +/- 6 seconds.
 CD0440
 CD0440.The orthometric height was determined by differential leveling
 CD0440.and adjusted by the National Geodetic Survey in June 1991..
 CD0440
 CD0440.The geoid height was determined by GEOID03.
 CD0440
 CD0440.The dynamic height is computed by dividing the NAVD 88
 CD0440.geopotential number by the normal gravity value computed on the
 CD0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0440.degrees latitude (g = 980.6199 gals.).
 CD0440
 CD0440.The modeled gravity was interpolated from observed gravity values.
 CD0440
 CD0440;                    North         East    Units  Estimated Accuracy
 CD0440;SPC TX C     - 3,217,450.      223,920.      MT  (+/- 180 meters Scaled)
 CD0440
 CD0440                          SUPERSEDED SURVEY CONTROL
 CD0440
 CD0440  NGVD 29 (??/??/92) 1296.426  (m)         4253.36   (f) ADJ UNCH    1 2
 CD0440
 CD0440.Superseded values are not recommended for survey control.
 CD0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0440.See file dsdata.txt to determine how the superseded data were derived.
 CD0440
 CD0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ669885(NAD 83)
 CD0440_MARKER: DB = BENCH MARK DISK
 CD0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0440_STAMPING: N 705 1942
 CD0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0440+STABILITY: SURFACE MOTION
 CD0440
 CD0440  HISTORY     - Date     Condition        Report By
 CD0440  HISTORY     - 1942     MONUMENTED       CGS
 CD0440  HISTORY     - 1958     GOOD             NGS
 CD0440
 CD0440                          STATION DESCRIPTION
 CD0440
 CD0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0440'26.4 MI N FROM SIERRA BLANCA.
 CD0440'ABOUT 26.2 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0440'PACIFIC RAILROAD STATION AT SIERRA BLANCA, THENCE ABOUT 0.2 MILES EAST
 CD0440'ACROSS A PASTURE TO THE OLD ROAD BED, 40 FEET WEST OF THE CENTER LINE
 CD0440'OF THE OLD ROAD, ABOUT 100 YARDS NORTHEAST OF THE NORTH END OF AN
 CD0440'EARTH DAM, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CD0440'WITH THE OLD ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 CD0440'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0277 ***********************************************************************
 BA0277  DESIGNATION -  N 707
 BA0277  PID         -  BA0277
 BA0277  STATE/COUNTY-  TX/BREWSTER
 BA0277  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0277
 BA0277                         *CURRENT SURVEY CONTROL
 BA0277  ___________________________________________________________________
 BA0277* NAD 83(1986)-  29 57 59.     (N)    103 34 33.     (W)     SCALED    
 BA0277* NAVD 88     -      1248.561  (meters)    4096.32   (feet)  ADJUSTED  
 BA0277  ___________________________________________________________________
 BA0277  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 BA0277  DYNAMIC HT  -        1246.501 (meters)    4089.56  (feet)  COMP
 BA0277  MODELED GRAV-     978,949.2   (mgal)                       NAVD 88
 BA0277
 BA0277  VERT ORDER  -  SECOND    CLASS 0
 BA0277
 BA0277.The horizontal coordinates were scaled from a topographic map and have
 BA0277.an estimated accuracy of +/- 6 seconds.
 BA0277
 BA0277.The orthometric height was determined by differential leveling
 BA0277.and adjusted by the National Geodetic Survey in June 1991..
 BA0277
 BA0277.The geoid height was determined by GEOID03.
 BA0277
 BA0277.The dynamic height is computed by dividing the NAVD 88
 BA0277.geopotential number by the normal gravity value computed on the
 BA0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0277.degrees latitude (g = 980.6199 gals.).
 BA0277
 BA0277.The modeled gravity was interpolated from observed gravity values.
 BA0277
 BA0277;                    North         East    Units  Estimated Accuracy
 BA0277;SPC TXSC     - 4,245,040.      158,490.      MT  (+/- 180 meters Scaled)
 BA0277
 BA0277                          SUPERSEDED SURVEY CONTROL
 BA0277
 BA0277  NGVD 29 (??/??/92) 1248.062  (m)         4094.68   (f) ADJ UNCH    2 0
 BA0277
 BA0277.Superseded values are not recommended for survey control.
 BA0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0277.See file dsdata.txt to determine how the superseded data were derived.
 BA0277
 BA0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP374159(NAD 83)
 BA0277_MARKER: DB = BENCH MARK DISK
 BA0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0277_STAMPING: N 707 1943
 BA0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0277+STABILITY: SURFACE MOTION
 BA0277
 BA0277  HISTORY     - Date     Condition        Report By
 BA0277  HISTORY     - 1943     MONUMENTED       CGS
 BA0277  HISTORY     - 1958     GOOD             NGS
 BA0277  HISTORY     - 1966     MARK NOT FOUND   NGS
 BA0277  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0277
 BA0277                          STATION DESCRIPTION
 BA0277
 BA0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0277'33.25 MI S FROM ALPINE.
 BA0277'ABOUT 1 MILE SOUTH OF THE CATTLEGUARD ENTRANCE TO THE KOKERNOT RANCH,
 BA0277'33.4 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 1.7 FEET EAST OF A
 BA0277'NORTH-AND-SOUTH WIRE FENCE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS
 BA0277'POST, AND 0.5 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED N
 BA0277'707 1943 AND SET IN THE TOP OF A CONCRETE POST.
 BA0277
 BA0277                          STATION RECOVERY (1966)
 BA0277
 BA0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BA0277'MARK NOT FOUND.
 BA0277
 BA0277                          STATION RECOVERY (2001)
 BA0277
 BA0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0277'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0306 ***********************************************************************
 BA0306  DESIGNATION -  N 708
 BA0306  PID         -  BA0306
 BA0306  STATE/COUNTY-  TX/BREWSTER
 BA0306  USGS QUAD   -  DOG CANYON (1983)
 BA0306
 BA0306                         *CURRENT SURVEY CONTROL
 BA0306  ___________________________________________________________________
 BA0306* NAD 83(1986)-  29 37 38.     (N)    103 34 30.     (W)     SCALED    
 BA0306* NAVD 88     -      1041.381  (meters)    3416.60   (feet)  ADJUSTED  
 BA0306  ___________________________________________________________________
 BA0306  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BA0306  DYNAMIC HT  -        1039.683 (meters)    3411.03  (feet)  COMP
 BA0306  MODELED GRAV-     978,977.4   (mgal)                       NAVD 88
 BA0306
 BA0306  VERT ORDER  -  SECOND    CLASS 0
 BA0306
 BA0306.The horizontal coordinates were scaled from a topographic map and have
 BA0306.an estimated accuracy of +/- 6 seconds.
 BA0306
 BA0306.The orthometric height was determined by differential leveling
 BA0306.and adjusted by the National Geodetic Survey in June 1991..
 BA0306
 BA0306.The geoid height was determined by GEOID03.
 BA0306
 BA0306.The dynamic height is computed by dividing the NAVD 88
 BA0306.geopotential number by the normal gravity value computed on the
 BA0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0306.degrees latitude (g = 980.6199 gals.).
 BA0306
 BA0306.The modeled gravity was interpolated from observed gravity values.
 BA0306
 BA0306;                    North         East    Units  Estimated Accuracy
 BA0306;SPC TXSC     - 4,207,480.      157,100.      MT  (+/- 180 meters Scaled)
 BA0306
 BA0306                          SUPERSEDED SURVEY CONTROL
 BA0306
 BA0306  NGVD 29 (??/??/92) 1040.923  (m)         3415.09   (f) ADJ UNCH    2 0
 BA0306
 BA0306.Superseded values are not recommended for survey control.
 BA0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0306.See file dsdata.txt to determine how the superseded data were derived.
 BA0306
 BA0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN379783(NAD 83)
 BA0306_MARKER: DB = BENCH MARK DISK
 BA0306_SETTING: 66 = SET IN ROCK OUTCROP
 BA0306_SP_SET: ROCK OUTCROP
 BA0306_STAMPING: N 708 1943
 BA0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0306+STABILITY: POSITION/ELEVATION WELL
 BA0306
 BA0306  HISTORY     - Date     Condition        Report By
 BA0306  HISTORY     - 1943     MONUMENTED       CGS
 BA0306  HISTORY     - 1958     GOOD             NGS
 BA0306  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0306
 BA0306                          STATION DESCRIPTION
 BA0306
 BA0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0306'26.2 MI N FROM TERLINGUA.
 BA0306'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0306'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0306'THENCE ABOUT 10.8 MILES NORTH ALONG STATE HIGHWAY 118.  IN THE TOP OF
 BA0306'A FLAT ROCK OUTCROP 3 INCHES BELOW THE GROUND, 61 FEET NORTHEAST OF
 BA0306'THE CENTER LINE OF THE HIGHWAY, ABOUT 0.45 MILE NORTHWEST OF A SMALL
 BA0306'HOUSE AND A TRACK ROAD LEADING NORTHEAST, ABOUT 0.2 MILE EAST AND
 BA0306'ACROSS THE HIGHWAY FROM AN OIL STORAGE TANK, 398 FEET SOUTHEAST OF A
 BA0306'SMALL PIPE LINE CROSSING UNDER THE HIGHWAY, 35 FEET SOUTHWEST OF THE
 BA0306'CENTER LINE OF THE OLD ROAD, 5.8 FEET NORTHWEST OF A WHITE WOODEN
 BA0306'WITNESS POST, AND SURROUNDED BY A CIRCLE OF ROCK.
 BA0306
 BA0306                          STATION RECOVERY (2001)
 BA0306
 BA0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0264 ***********************************************************************
 BA0264  DESIGNATION -  N 709
 BA0264  PID         -  BA0264
 BA0264  STATE/COUNTY-  TX/BREWSTER
 BA0264  USGS QUAD   -  TERLINGUA (1971)
 BA0264
 BA0264                         *CURRENT SURVEY CONTROL
 BA0264  ___________________________________________________________________
 BA0264* NAD 83(1986)-  29 18 45.     (N)    103 36 48.     (W)     SCALED    
 BA0264* NAVD 88     -       825.030  (meters)    2706.79   (feet)  ADJUSTED  
 BA0264  ___________________________________________________________________
 BA0264  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BA0264  DYNAMIC HT  -         823.698 (meters)    2702.42  (feet)  COMP
 BA0264  MODELED GRAV-     979,001.7   (mgal)                       NAVD 88
 BA0264
 BA0264  VERT ORDER  -  FIRST     CLASS II
 BA0264
 BA0264.The horizontal coordinates were scaled from a topographic map and have
 BA0264.an estimated accuracy of +/- 6 seconds.
 BA0264
 BA0264.The orthometric height was determined by differential leveling
 BA0264.and adjusted by the National Geodetic Survey in June 1991..
 BA0264
 BA0264.The geoid height was determined by GEOID03.
 BA0264
 BA0264.The dynamic height is computed by dividing the NAVD 88
 BA0264.geopotential number by the normal gravity value computed on the
 BA0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0264.degrees latitude (g = 980.6199 gals.).
 BA0264
 BA0264.The modeled gravity was interpolated from observed gravity values.
 BA0264
 BA0264;                    North         East    Units  Estimated Accuracy
 BA0264;SPC TXSC     - 4,172,770.      152,020.      MT  (+/- 180 meters Scaled)
 BA0264
 BA0264                          SUPERSEDED SURVEY CONTROL
 BA0264
 BA0264  NGVD 29 (??/??/92)  824.584  (m)         2705.32   (f) ADJ UNCH    1 2
 BA0264
 BA0264.Superseded values are not recommended for survey control.
 BA0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0264.See file dsdata.txt to determine how the superseded data were derived.
 BA0264
 BA0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN346434(NAD 83)
 BA0264_MARKER: DB = BENCH MARK DISK
 BA0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0264_STAMPING: N 709 1943
 BA0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0264+STABILITY: SURFACE MOTION
 BA0264
 BA0264  HISTORY     - Date     Condition        Report By
 BA0264  HISTORY     - 1943     MONUMENTED       CGS
 BA0264  HISTORY     - 1958     GOOD             NGS
 BA0264  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 BA0264  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0264
 BA0264                          STATION DESCRIPTION
 BA0264
 BA0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0264'0.95 MI SW FROM TERLINGUA.
 BA0264'ABOUT 0.3 MILE EAST ALONG A GRADED DIRT ROAD FROM THE LA CANTINA
 BA0264'GROCERY STORE AT TERLINGUA, THENCE 0.65 MILES SOUTHWEST ALONG A GRADED
 BA0264'DIRT ROAD.  35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT THE WYE
 BA0264'JUNCTION OF A ROAD LEADING SOUTHEAST, ABOUT MIDWAY BETWEEN THE FORKS
 BA0264'OF THE WYE JUNCTION, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 BA0264'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0264'PROJECTING 5 INCHES.
 BA0264
 BA0264                          STATION RECOVERY (1996)
 BA0264
 BA0264'RECOVERY NOTE BY US POWER SQUADRON 1996
 BA0264'MARK NOT FOUND.
 BA0264
 BA0264                          STATION RECOVERY (2001)
 BA0264
 BA0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0264'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0303 ***********************************************************************
 DP0303  DESIGNATION -  N 71
 DP0303  PID         -  DP0303
 DP0303  STATE/COUNTY-  TX/LYNN
 DP0303  USGS QUAD   -  SLATON NE (1979)
 DP0303
 DP0303                         *CURRENT SURVEY CONTROL
 DP0303  ___________________________________________________________________
 DP0303* NAD 83(1986)-  33 22 42.     (N)    101 33 52.     (W)     SCALED    
 DP0303* NAVD 88     -       924.329  (meters)    3032.57   (feet)  POSTED    
 DP0303  ___________________________________________________________________
 DP0303  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 DP0303  DYNAMIC HT  -         923.130 (meters)    3028.64  (feet)  COMP
 DP0303  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 DP0303
 DP0303  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0303
 DP0303.The horizontal coordinates were scaled from a topographic map and have
 DP0303.an estimated accuracy of +/- 6 seconds.
 DP0303
 DP0303.The orthometric height was determined by differential leveling
 DP0303.and adjusted by the National Geodetic Survey in 1992..
 DP0303.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0303.rate of 1.1 thru 2.0 mm/km.
 DP0303
 DP0303.The geoid height was determined by GEOID03.
 DP0303
 DP0303.The dynamic height is computed by dividing the NAVD 88
 DP0303.geopotential number by the normal gravity value computed on the
 DP0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0303.degrees latitude (g = 980.6199 gals.).
 DP0303
 DP0303.The modeled gravity was interpolated from observed gravity values.
 DP0303
 DP0303;                    North         East    Units  Estimated Accuracy
 DP0303;SPC TXNC     - 2,193,970.      314,920.      MT  (+/- 180 meters Scaled)
 DP0303
 DP0303                          SUPERSEDED SURVEY CONTROL
 DP0303
 DP0303  NGVD 29 (??/??/92)  923.959  (m)         3031.36   (f) ADJ UNCH    1 2
 DP0303
 DP0303.Superseded values are not recommended for survey control.
 DP0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0303.See file dsdata.txt to determine how the superseded data were derived.
 DP0303
 DP0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB614961(NAD 83)
 DP0303_MARKER: DB = BENCH MARK DISK
 DP0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0303_STAMPING: 3031.355 N 71 1931
 DP0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0303+STABILITY: SURFACE MOTION
 DP0303
 DP0303  HISTORY     - Date     Condition        Report By
 DP0303  HISTORY     - 1931     MONUMENTED       CGS
 DP0303  HISTORY     - 1957     GOOD             NGS
 DP0303  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0303  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0303
 DP0303                          STATION DESCRIPTION
 DP0303
 DP0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DP0303'1.4 MI NW FROM SOUTHLAND.
 DP0303'IN LYNN COUNTY, 1.4 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE
 DP0303'RAILWAY FROM SOUTHLAND, GARZA COUNTY, 10 FEET NORTH OF MILEPOST 696,
 DP0303'48 FEET SOUTHWEST OF THE TRACK, ABOUT 1 INCH UNDER GROUND, AND SET IN
 DP0303'THE TOP OF A CONCRETE POST.
 DP0303
 DP0303                          STATION RECOVERY (1965)
 DP0303
 DP0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0303'MARK NOT FOUND.
 DP0303
 DP0303                          STATION RECOVERY (1982)
 DP0303
 DP0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0322 ***********************************************************************
 CB0322  DESIGNATION -  N 710
 CB0322  PID         -  CB0322
 CB0322  STATE/COUNTY-  TX/STERLING
 CB0322  USGS QUAD   -  CURRIE RESERVOIR (1963)
 CB0322
 CB0322                         *CURRENT SURVEY CONTROL
 CB0322  ___________________________________________________________________
 CB0322* NAD 83(1986)-  31 48 02.     (N)    101 15 25.     (W)     SCALED    
 CB0322* NAVD 88     -       763.210  (meters)    2503.96   (feet)  ADJUSTED  
 CB0322  ___________________________________________________________________
 CB0322  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CB0322  DYNAMIC HT  -         762.151 (meters)    2500.49  (feet)  COMP
 CB0322  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 CB0322
 CB0322  VERT ORDER  -  SECOND    CLASS 0
 CB0322
 CB0322.The horizontal coordinates were scaled from a topographic map and have
 CB0322.an estimated accuracy of +/- 6 seconds.
 CB0322
 CB0322.The orthometric height was determined by differential leveling
 CB0322.and adjusted by the National Geodetic Survey in June 1991..
 CB0322
 CB0322.The geoid height was determined by GEOID03.
 CB0322
 CB0322.The dynamic height is computed by dividing the NAVD 88
 CB0322.geopotential number by the normal gravity value computed on the
 CB0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0322.degrees latitude (g = 980.6199 gals.).
 CB0322
 CB0322.The modeled gravity was interpolated from observed gravity values.
 CB0322
 CB0322;                    North         East    Units  Estimated Accuracy
 CB0322;SPC TX C     - 3,236,930.      612,540.      MT  (+/- 180 meters Scaled)
 CB0322
 CB0322                          SUPERSEDED SURVEY CONTROL
 CB0322
 CB0322  NGVD 29 (??/??/92)  762.954  (m)         2503.12   (f) ADJ UNCH    2 0
 CB0322
 CB0322.Superseded values are not recommended for survey control.
 CB0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0322.See file dsdata.txt to determine how the superseded data were derived.
 CB0322
 CB0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA863205(NAD 83)
 CB0322_MARKER: DB = BENCH MARK DISK
 CB0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0322_STAMPING: N 710 1942
 CB0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0322+STABILITY: SURFACE MOTION
 CB0322
 CB0322  HISTORY     - Date     Condition        Report By
 CB0322  HISTORY     - 1942     MONUMENTED       CGS
 CB0322  HISTORY     - 1962     GOOD             USGS
 CB0322  HISTORY     - 1973     GOOD             TXHD
 CB0322
 CB0322                          STATION DESCRIPTION
 CB0322
 CB0322'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0322'18.1 MI NW FROM STERLING CITY.
 CB0322'IN STERLING COUNTY, 3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM
 CB0322'STERLING CITY, STERLING COUNTY, 14.8 MILES WEST ALONG THE GARDEN CITY
 CB0322'HIGHWAY.  14.8 MILES EAST OF THE COURTHOUSE AT GARDEN CITY, GLASSCOCK
 CB0322'COUNTY, 0.5 MILE WEST OF A CURVE IN THE HIGHWAY, 0.4 MILE WEST OF A
 CB0322'DUAL-PIPE CULVERT, NEAR A WINDMILL,296.5 FEET SOUTHEAST ACROSS THE
 CB0322'HIGHWAY FROM THE SOUTHEAST LEG OF THE WINDMILL TOWER, 246 FEET
 CB0322'EAST-SOUTHEAST OF THE SOUTH END OF A CONCRETE WATERING TROUGH, 182
 CB0322'FEET EAST OF A POINT ON THE SOUTH SIDE OF THE HIGHWAY DIRECTLY
 CB0322'OPPOSITE THE WINDMILL, 62 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 CB0322'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 CB0322'GROUND.
 CB0322
 CB0322                          STATION RECOVERY (1973)
 CB0322
 CB0322'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0097 ***********************************************************************
 CC0097  DESIGNATION -  N 712
 CC0097  PID         -  CC0097
 CC0097  STATE/COUNTY-  TX/MIDLAND
 CC0097  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0097
 CC0097                         *CURRENT SURVEY CONTROL
 CC0097  ___________________________________________________________________
 CC0097* NAD 83(1986)-  31 59 20.     (N)    102 03 40.     (W)     SCALED    
 CC0097* NAVD 88     -       844.595  (meters)    2770.98   (feet)  ADJUSTED  
 CC0097  ___________________________________________________________________
 CC0097  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CC0097  DYNAMIC HT  -         843.410 (meters)    2767.09  (feet)  COMP
 CC0097  MODELED GRAV-     979,208.3   (mgal)                       NAVD 88
 CC0097
 CC0097  VERT ORDER  -  FIRST     CLASS II
 CC0097
 CC0097.The horizontal coordinates were scaled from a topographic map and have
 CC0097.an estimated accuracy of +/- 6 seconds.
 CC0097
 CC0097.The orthometric height was determined by differential leveling
 CC0097.and adjusted by the National Geodetic Survey in June 1991..
 CC0097
 CC0097.The geoid height was determined by GEOID03.
 CC0097
 CC0097.The dynamic height is computed by dividing the NAVD 88
 CC0097.geopotential number by the normal gravity value computed on the
 CC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0097.degrees latitude (g = 980.6199 gals.).
 CC0097
 CC0097.The modeled gravity was interpolated from observed gravity values.
 CC0097
 CC0097;                    North         East    Units  Estimated Accuracy
 CC0097;SPC TX C     - 3,258,710.      536,720.      MT  (+/- 180 meters Scaled)
 CC0097
 CC0097                          SUPERSEDED SURVEY CONTROL
 CC0097
 CC0097  NGVD 29 (??/??/92)  844.228  (m)         2769.77   (f) ADJ UNCH    1 2
 CC0097
 CC0097.Superseded values are not recommended for survey control.
 CC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0097.See file dsdata.txt to determine how the superseded data were derived.
 CC0097
 CC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR776429(NAD 83)
 CC0097_MARKER: DB = BENCH MARK DISK
 CC0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0097_STAMPING: N 712 1942
 CC0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0097+STABILITY: SURFACE MOTION
 CC0097
 CC0097  HISTORY     - Date     Condition        Report By
 CC0097  HISTORY     - 1942     MONUMENTED       CGS
 CC0097  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0097
 CC0097                          STATION DESCRIPTION
 CC0097
 CC0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CC0097'1.1 MI SE FROM MIDLAND.
 CC0097'AT MIDLAND, ALONG HIGHWAY 158, 1.1 MILE SOUTHEAST OF THE RAILROAD
 CC0097'STATION, AT THE CITY LIMITS, SOUTH AND ACROSS THE HIGHWAY FROM THE
 CC0097'MIDLAND CITY LIMITS SIGN, AT THE NORTHWEST CORNER OF A PASTURE, 83
 CC0097'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A DIRT ROAD, 47
 CC0097'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF THE
 CC0097'CENTER LINE OF THE DIRT ROAD RUNNING SOUTH, 6 FEET EAST OF STOP SIGN,
 CC0097'2.3 FEET EAST OF A WHITE REFERENCE POST AND IS A BENCH MARK DISK SET
 CC0097'IN TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES.
 CC0097
 CC0097                          STATION RECOVERY (1956)
 CC0097
 CC0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CC0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0424 ***********************************************************************
 CB0424  DESIGNATION -  N 713
 CB0424  PID         -  CB0424
 CB0424  STATE/COUNTY-  TX/REAGAN
 CB0424  USGS QUAD   -  GARDENER DRAW (1970)
 CB0424
 CB0424                         *CURRENT SURVEY CONTROL
 CB0424  ___________________________________________________________________
 CB0424* NAD 83(1986)-  31 21 35.     (N)    101 30 39.     (W)     SCALED    
 CB0424* NAVD 88     -       791.483  (meters)    2596.72   (feet)  ADJUSTED  
 CB0424  ___________________________________________________________________
 CB0424  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0424  DYNAMIC HT  -         790.352 (meters)    2593.01  (feet)  COMP
 CB0424  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 CB0424
 CB0424  VERT ORDER  -  SECOND    CLASS 0
 CB0424
 CB0424.The horizontal coordinates were scaled from a topographic map and have
 CB0424.an estimated accuracy of +/- 6 seconds.
 CB0424
 CB0424.The orthometric height was determined by differential leveling
 CB0424.and adjusted by the National Geodetic Survey in June 1991..
 CB0424
 CB0424.The geoid height was determined by GEOID03.
 CB0424
 CB0424.The dynamic height is computed by dividing the NAVD 88
 CB0424.geopotential number by the normal gravity value computed on the
 CB0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0424.degrees latitude (g = 980.6199 gals.).
 CB0424
 CB0424.The modeled gravity was interpolated from observed gravity values.
 CB0424
 CB0424;                    North         East    Units  Estimated Accuracy
 CB0424;SPC TX C     - 3,188,280.      587,980.      MT  (+/- 180 meters Scaled)
 CB0424
 CB0424                          SUPERSEDED SURVEY CONTROL
 CB0424
 CB0424  NGVD 29 (??/??/92)  791.157  (m)         2595.65   (f) ADJ UNCH    2 0
 CB0424
 CB0424.Superseded values are not recommended for survey control.
 CB0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0424.See file dsdata.txt to determine how the superseded data were derived.
 CB0424
 CB0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV611721(NAD 83)
 CB0424_MARKER: DB = BENCH MARK DISK
 CB0424_SETTING: 66 = SET IN ROCK OUTCROP
 CB0424_SP_SET: FLAT ROCK
 CB0424_STAMPING: N-713 1942
 CB0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0424+STABILITY: POSITION/ELEVATION WELL
 CB0424
 CB0424  HISTORY     - Date     Condition        Report By
 CB0424  HISTORY     - 1942     MONUMENTED       CGS
 CB0424  HISTORY     - 1970     GOOD             USGS
 CB0424
 CB0424                          STATION DESCRIPTION
 CB0424
 CB0424'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0424'12.5 MI NW FROM BIG LAKE.
 CB0424'FROM BIG LAKE AT JCT. OF US HWY 67 AND STATE HWY 137.  PROCEED 11.6
 CB0424'MILES NORTH ALONG STATE HWY 137 TO THE JCT. OF STATE HWY 137 AND RANCH
 CB0424'ROAD 33 THENCE 0.9 MILES WEST ALONG STATE HWY 137.  AT TWO GATES ON
 CB0424'OPPOSITE SIDES OF THE ROAD, IN A PASTURE, 50 FEET NORTH OF THE CENTER
 CB0424'LINE OF THE HWY. 40 FEET EAST NORTHEAST OF THE EAST GATEPOST. OF THE
 CB0424'NORTH GATE, IN TOP OF A FLAT ROCK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0490 ***********************************************************************
 CB0490  DESIGNATION -  N 714
 CB0490  PID         -  CB0490
 CB0490  STATE/COUNTY-  TX/REAGAN
 CB0490  USGS QUAD   -  SAINT LAWRENCE (1973)
 CB0490
 CB0490                         *CURRENT SURVEY CONTROL
 CB0490  ___________________________________________________________________
 CB0490* NAD 83(1986)-  31 37 54.     (N)    101 30 42.     (W)     SCALED    
 CB0490* NAVD 88     -       815.518  (meters)    2675.58   (feet)  ADJUSTED  
 CB0490  ___________________________________________________________________
 CB0490  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CB0490  DYNAMIC HT  -         814.374 (meters)    2671.83  (feet)  COMP
 CB0490  MODELED GRAV-     979,209.9   (mgal)                       NAVD 88
 CB0490
 CB0490  VERT ORDER  -  SECOND    CLASS 0
 CB0490
 CB0490.The horizontal coordinates were scaled from a topographic map and have
 CB0490.an estimated accuracy of +/- 6 seconds.
 CB0490
 CB0490.The orthometric height was determined by differential leveling
 CB0490.and adjusted by the National Geodetic Survey in June 1991..
 CB0490
 CB0490.The geoid height was determined by GEOID03.
 CB0490
 CB0490.The dynamic height is computed by dividing the NAVD 88
 CB0490.geopotential number by the normal gravity value computed on the
 CB0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0490.degrees latitude (g = 980.6199 gals.).
 CB0490
 CB0490.The modeled gravity was interpolated from observed gravity values.
 CB0490
 CB0490;                    North         East    Units  Estimated Accuracy
 CB0490;SPC TX C     - 3,218,430.      588,220.      MT  (+/- 180 meters Scaled)
 CB0490
 CB0490                          SUPERSEDED SURVEY CONTROL
 CB0490
 CB0490  NGVD 29 (??/??/92)  815.221  (m)         2674.60   (f) ADJ UNCH    2 0
 CB0490
 CB0490.Superseded values are not recommended for survey control.
 CB0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0490.See file dsdata.txt to determine how the superseded data were derived.
 CB0490
 CB0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA617023(NAD 83)
 CB0490_MARKER: DB = BENCH MARK DISK
 CB0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0490_STAMPING: N 714 1942
 CB0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0490+STABILITY: SURFACE MOTION
 CB0490
 CB0490  HISTORY     - Date     Condition        Report By
 CB0490  HISTORY     - 1942     MONUMENTED       CGS
 CB0490
 CB0490                          STATION DESCRIPTION
 CB0490
 CB0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0490'21.4 MI S FROM GARDEN CITY.
 CB0490'IN REAGAN COUNTY, 21.4 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG
 CB0490'LAKE-GARDEN CITY ROAD FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK
 CB0490'COUNTY, 1.4 MILES WEST OF THE JUNCTION OF A LANE ENTERING THE WILLEKE
 CB0490'RANCH, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1-1/2 FEET WEST OF
 CB0490'A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 CB0490'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0269 ***********************************************************************
 CD0269  DESIGNATION -  N 715
 CD0269  PID         -  CD0269
 CD0269  STATE/COUNTY-  TX/CULBERSON
 CD0269  USGS QUAD   -  DELAWARE RANCH (1973)
 CD0269
 CD0269                         *CURRENT SURVEY CONTROL
 CD0269  ___________________________________________________________________
 CD0269* NAD 83(1986)-  31 24 39.     (N)    104 36 39.     (W)     SCALED    
 CD0269* NAVD 88     -      1379.073  (meters)    4524.51   (feet)  ADJUSTED  
 CD0269  ___________________________________________________________________
 CD0269  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 CD0269  DYNAMIC HT  -        1376.928 (meters)    4517.47  (feet)  COMP
 CD0269  MODELED GRAV-     979,036.7   (mgal)                       NAVD 88
 CD0269
 CD0269  VERT ORDER  -  SECOND    CLASS 0
 CD0269
 CD0269.The horizontal coordinates were scaled from a topographic map and have
 CD0269.an estimated accuracy of +/- 6 seconds.
 CD0269
 CD0269.The orthometric height was determined by differential leveling
 CD0269.and adjusted by the National Geodetic Survey in June 1991..
 CD0269
 CD0269.The geoid height was determined by GEOID03.
 CD0269
 CD0269.The dynamic height is computed by dividing the NAVD 88
 CD0269.geopotential number by the normal gravity value computed on the
 CD0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0269.degrees latitude (g = 980.6199 gals.).
 CD0269
 CD0269.The modeled gravity was interpolated from observed gravity values.
 CD0269
 CD0269;                    North         East    Units  Estimated Accuracy
 CD0269;SPC TX C     - 3,201,170.      293,380.      MT  (+/- 180 meters Scaled)
 CD0269
 CD0269                          SUPERSEDED SURVEY CONTROL
 CD0269
 CD0269  NGVD 29 (??/??/92) 1378.558  (m)         4522.82   (f) ADJ UNCH    2 0
 CD0269
 CD0269.Superseded values are not recommended for survey control.
 CD0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0269.See file dsdata.txt to determine how the superseded data were derived.
 CD0269
 CD0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ369752(NAD 83)
 CD0269_MARKER: DB = BENCH MARK DISK
 CD0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0269_STAMPING: N 715 1942
 CD0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0269+STABILITY: SURFACE MOTION
 CD0269
 CD0269  HISTORY     - Date     Condition        Report By
 CD0269  HISTORY     - 1942     MONUMENTED       CGS
 CD0269  HISTORY     - 1958     GOOD             NGS
 CD0269
 CD0269                          STATION DESCRIPTION
 CD0269
 CD0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0269'48.1 MI N FROM VAN HORN.
 CD0269'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0269'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0269'HIGHWAY 54, THENCE ABOUT 16.7 MILES EAST ALONG A DIRT ROAD.  21 FEET
 CD0269'NORTH OF THE CENTER LINE OF THE OLD ABANDONED ROAD, IN MAVERICK
 CD0269'CANYON, ABOUT 0.2 MILE EAST-SOUTHEAST OF A WINDMILL AND WATER SUPPLY
 CD0269'TANK, ABOUT 0.1 MILE SOUTHEAST OF THE PRESENT LOCATION OF THE ROAD, 75
 CD0269'FEET EAST-NORTHEAST OF THE CROSSING OF THE OLD ROAD AND THE CANYON
 CD0269'DRAW, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 CD0269'THE OLD ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0168 ***********************************************************************
 CD0168  DESIGNATION -  N 716
 CD0168  PID         -  CD0168
 CD0168  STATE/COUNTY-  TX/CULBERSON
 CD0168  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0168
 CD0168                         *CURRENT SURVEY CONTROL
 CD0168  ___________________________________________________________________
 CD0168* NAD 83(1986)-  31 29 03.     (N)    104 28 31.     (W)     SCALED    
 CD0168* NAVD 88     -      1316.403  (meters)    4318.90   (feet)  ADJUSTED  
 CD0168  ___________________________________________________________________
 CD0168  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CD0168  DYNAMIC HT  -        1314.375 (meters)    4312.25  (feet)  COMP
 CD0168  MODELED GRAV-     979,053.3   (mgal)                       NAVD 88
 CD0168
 CD0168  VERT ORDER  -  SECOND    CLASS 0
 CD0168
 CD0168.The horizontal coordinates were scaled from a topographic map and have
 CD0168.an estimated accuracy of +/- 6 seconds.
 CD0168
 CD0168.The orthometric height was determined by differential leveling
 CD0168.and adjusted by the National Geodetic Survey in June 1991..
 CD0168
 CD0168.The geoid height was determined by GEOID03.
 CD0168
 CD0168.The dynamic height is computed by dividing the NAVD 88
 CD0168.geopotential number by the normal gravity value computed on the
 CD0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0168.degrees latitude (g = 980.6199 gals.).
 CD0168
 CD0168.The modeled gravity was interpolated from observed gravity values.
 CD0168
 CD0168;                    North         East    Units  Estimated Accuracy
 CD0168;SPC TX C     - 3,208,810.      306,560.      MT  (+/- 180 meters Scaled)
 CD0168
 CD0168                          SUPERSEDED SURVEY CONTROL
 CD0168
 CD0168  NGVD 29 (??/??/92) 1315.896  (m)         4317.24   (f) ADJ UNCH    2 0
 CD0168
 CD0168.Superseded values are not recommended for survey control.
 CD0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0168.See file dsdata.txt to determine how the superseded data were derived.
 CD0168
 CD0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ498833(NAD 83)
 CD0168_MARKER: DB = BENCH MARK DISK
 CD0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0168_STAMPING: N 716 1942
 CD0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0168+STABILITY: SURFACE MOTION
 CD0168
 CD0168  HISTORY     - Date     Condition        Report By
 CD0168  HISTORY     - 1942     MONUMENTED       CGS
 CD0168  HISTORY     - 1958     GOOD             NGS
 CD0168
 CD0168                          STATION DESCRIPTION
 CD0168
 CD0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0168'66.3 MI SE FROM PINE SPRINGS.
 CD0168'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0168'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0168'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 37.2 MILES SOUTH ALONG
 CD0168'A GRADED DIRT ROAD.  25 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CD0168'ABOUT 0.35 MILE NORTH OF A CATTLE GUARD, ABOUT 0.15 MILE NORTH OF THE
 CD0168'CREST OF A HILL, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CD0168'2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0168'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0384 ***********************************************************************
 CD0384  DESIGNATION -  N 717
 CD0384  PID         -  CD0384
 CD0384  STATE/COUNTY-  TX/CULBERSON
 CD0384  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0384
 CD0384                         *CURRENT SURVEY CONTROL
 CD0384  ___________________________________________________________________
 CD0384* NAD 83(1986)-  31 43 16.     (N)    104 31 12.     (W)     SCALED    
 CD0384* NAVD 88     -      1255.079  (meters)    4117.70   (feet)  ADJUSTED  
 CD0384  ___________________________________________________________________
 CD0384  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CD0384  DYNAMIC HT  -        1253.129 (meters)    4111.31  (feet)  COMP
 CD0384  MODELED GRAV-     979,043.2   (mgal)                       NAVD 88
 CD0384
 CD0384  VERT ORDER  -  SECOND    CLASS 0
 CD0384
 CD0384.The horizontal coordinates were scaled from a topographic map and have
 CD0384.an estimated accuracy of +/- 6 seconds.
 CD0384
 CD0384.The orthometric height was determined by differential leveling
 CD0384.and adjusted by the National Geodetic Survey in June 1991..
 CD0384
 CD0384.The geoid height was determined by GEOID03.
 CD0384
 CD0384.The dynamic height is computed by dividing the NAVD 88
 CD0384.geopotential number by the normal gravity value computed on the
 CD0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0384.degrees latitude (g = 980.6199 gals.).
 CD0384
 CD0384.The modeled gravity was interpolated from observed gravity values.
 CD0384
 CD0384;                    North         East    Units  Estimated Accuracy
 CD0384;SPC TX C     - 3,235,220.      303,310.      MT  (+/- 180 meters Scaled)
 CD0384
 CD0384                          SUPERSEDED SURVEY CONTROL
 CD0384
 CD0384  NGVD 29 (??/??/92) 1254.519  (m)         4115.87   (f) ADJ UNCH    2 0
 CD0384
 CD0384.Superseded values are not recommended for survey control.
 CD0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0384.See file dsdata.txt to determine how the superseded data were derived.
 CD0384
 CD0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER454096(NAD 83)
 CD0384_MARKER: DB = BENCH MARK DISK
 CD0384_SETTING: 66 = SET IN ROCK OUTCROP
 CD0384_SP_SET: ROCK
 CD0384_STAMPING: N 717 1942
 CD0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0384+STABILITY: POSITION/ELEVATION WELL
 CD0384
 CD0384  HISTORY     - Date     Condition        Report By
 CD0384  HISTORY     - 1942     MONUMENTED       CGS
 CD0384  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0384  HISTORY     - 1973     MARK NOT FOUND   USGS
 CD0384
 CD0384                          STATION DESCRIPTION
 CD0384
 CD0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0384'40.8 MI SE FROM PINE SPRINGS.
 CD0384'ABOUT 1 MILE NORTH OF BENCH MARK M 717 (TEXAS GEOD. S), AT A SHARP
 CD0384'BEND AROUND A SMALL ROUNDING KNOLL, 105 FEET NORTH OF THE CENTERLINE
 CD0384'OF THE ROAD, IN THE BED OF A ROCKY WASH, ON A VERTICAL LEDGE OF THE
 CD0384'TOP LAYER OF ROCK, AND DIRECTLY BELOW THE PAINTED LETTERS BM.  A
 CD0384'STANDARD DISK, STAMPED N 717 1942.
 CD0384
 CD0384                          STATION RECOVERY (1973)
 CD0384
 CD0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CD0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0058 ***********************************************************************
 BB0058  DESIGNATION -  N 718
 BB0058  PID         -  BB0058
 BB0058  STATE/COUNTY-  TX/PRESIDIO
 BB0058  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0058
 BB0058                         *CURRENT SURVEY CONTROL
 BB0058  ___________________________________________________________________
 BB0058* NAD 83(1986)-  29 32 43.     (N)    104 19 55.     (W)     SCALED    
 BB0058* NAVD 88     -       784.273  (meters)    2573.07   (feet)  ADJUSTED  
 BB0058  ___________________________________________________________________
 BB0058  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BB0058  DYNAMIC HT  -         783.002 (meters)    2568.90  (feet)  COMP
 BB0058  MODELED GRAV-     978,997.9   (mgal)                       NAVD 88
 BB0058
 BB0058  VERT ORDER  -  FIRST     CLASS II
 BB0058
 BB0058.The horizontal coordinates were scaled from a topographic map and have
 BB0058.an estimated accuracy of +/- 6 seconds.
 BB0058
 BB0058.The orthometric height was determined by differential leveling
 BB0058.and adjusted by the National Geodetic Survey in June 1991..
 BB0058.WARNING-Repeat measurements at this control monument indicate possible
 BB0058.vertical movement.
 BB0058
 BB0058.The geoid height was determined by GEOID03.
 BB0058
 BB0058.The dynamic height is computed by dividing the NAVD 88
 BB0058.geopotential number by the normal gravity value computed on the
 BB0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0058.degrees latitude (g = 980.6199 gals.).
 BB0058
 BB0058.The modeled gravity was interpolated from observed gravity values.
 BB0058
 BB0058;                    North         East    Units  Estimated Accuracy
 BB0058;SPC TXSC     - 4,201,510.       83,460.      MT  (+/- 180 meters Scaled)
 BB0058
 BB0058                          SUPERSEDED SURVEY CONTROL
 BB0058
 BB0058  NGVD 29 (??/??/92)  783.884  (m)         2571.79   (f) ADJ UNCH    1 2
 BB0058
 BB0058.Superseded values are not recommended for survey control.
 BB0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0058.See file dsdata.txt to determine how the superseded data were derived.
 BB0058
 BB0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN647685(NAD 83)
 BB0058_MARKER: DB = BENCH MARK DISK
 BB0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0058_STAMPING: N 718 1943
 BB0058_MARK LOGO: CGS   
 BB0058_PROJECTION: PROJECTING 30 CENTIMETERS
 BB0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0058+STABILITY: SURFACE MOTION
 BB0058
 BB0058  HISTORY     - Date     Condition        Report By
 BB0058  HISTORY     - 1943     MONUMENTED       CGS
 BB0058  HISTORY     - 1958     GOOD             NGS
 BB0058  HISTORY     - 1973     GOOD             NGS
 BB0058  HISTORY     - 1981     GOOD             NGS
 BB0058  HISTORY     - 1982     GOOD             NGS
 BB0058  HISTORY     - 19961010 GOOD             USPSQD
 BB0058
 BB0058                          STATION DESCRIPTION
 BB0058
 BB0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0058'3.3 MI SE FROM PRESIDIO.
 BB0058'ABOUT 3.3 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0058'PRESIDIO, 107 FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE CREST
 BB0058'OF A HILL, ON THE WEST SIDE OF A WIDE DIP IN THE HIGHWAY, 187 FEET
 BB0058'NORTHEAST OF AND ACROSS THE ROAD FROM A POWER POLE, ABOUT 4 FEET ABOVE
 BB0058'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 BB0058'1 FOOT.
 BB0058
 BB0058                          STATION RECOVERY (1973)
 BB0058
 BB0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0058'RECOVERED IN GOOD CONDITION.
 BB0058
 BB0058                          STATION RECOVERY (1981)
 BB0058
 BB0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0058'5.0 KM (3.1 MI ) SOUTHEASTERLY ALONG FARM ROAD 170 FROM ITS SOUTH
 BB0058'JUNCTION WITH U.S. HIGHWAY 67 IN PRESIDIO, 57.0 M. (187.0 FT) NE AND
 BB0058'ACROSS THE HIGHWAY FROM A UTILITY POLE, AND 32.9 M. (108. FT) NE OF
 BB0058'THE CENTERLINE OF THE HIGHWAY.
 BB0058
 BB0058                          STATION RECOVERY (1982)
 BB0058
 BB0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BB0058'5.0 KM (3.1 MI) SOUTHEASTERLY ALONG FARM ROAD 170 FROM
 BB0058'ITS SOUTH JUNCTION WITH U.S. HIGHWAY 67 IN PRESIDIO,
 BB0058'57.0 METERS (187.0 FT) NORTHEAST AND ACROSS THE HIGHWAY
 BB0058'FROM A UTILITY POLE AND 32.9 METERS (108.0 FT) NORTH-NORTHEAST
 BB0058'OF THE CENTERLINE OF THE HIGHWAY.
 BB0058'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 BB0058'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 BB0058
 BB0058                          STATION RECOVERY (1996)
 BB0058
 BB0058'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0163 ***********************************************************************
 BB0163  DESIGNATION -  N 719
 BB0163  PID         -  BB0163
 BB0163  STATE/COUNTY-  TX/PRESIDIO
 BB0163  USGS QUAD   -  CASA PIEDRA (1983)
 BB0163
 BB0163                         *CURRENT SURVEY CONTROL
 BB0163  ___________________________________________________________________
 BB0163* NAD 83(1986)-  29 43 11.     (N)    104 05 46.     (W)     SCALED    
 BB0163* NAVD 88     -      1023.638  (meters)    3358.39   (feet)  ADJUSTED  
 BB0163  ___________________________________________________________________
 BB0163  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BB0163  DYNAMIC HT  -        1021.982 (meters)    3352.95  (feet)  COMP
 BB0163  MODELED GRAV-     978,990.6   (mgal)                       NAVD 88
 BB0163
 BB0163  VERT ORDER  -  SECOND    CLASS 0
 BB0163
 BB0163.The horizontal coordinates were scaled from a topographic map and have
 BB0163.an estimated accuracy of +/- 6 seconds.
 BB0163
 BB0163.The orthometric height was determined by differential leveling
 BB0163.and adjusted by the National Geodetic Survey in June 1991..
 BB0163
 BB0163.The geoid height was determined by GEOID03.
 BB0163
 BB0163.The dynamic height is computed by dividing the NAVD 88
 BB0163.geopotential number by the normal gravity value computed on the
 BB0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0163.degrees latitude (g = 980.6199 gals.).
 BB0163
 BB0163.The modeled gravity was interpolated from observed gravity values.
 BB0163
 BB0163;                    North         East    Units  Estimated Accuracy
 BB0163;SPC TXSC     - 4,219,800.      107,130.      MT  (+/- 180 meters Scaled)
 BB0163
 BB0163                          SUPERSEDED SURVEY CONTROL
 BB0163
 BB0163  NGVD 29 (??/??/92) 1023.300  (m)         3357.28   (f) ADJ UNCH    2 0
 BB0163
 BB0163.Superseded values are not recommended for survey control.
 BB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0163.See file dsdata.txt to determine how the superseded data were derived.
 BB0163
 BB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN874880(NAD 83)
 BB0163_MARKER: DB = BENCH MARK DISK
 BB0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0163_STAMPING: N 719 1943
 BB0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0163+STABILITY: SURFACE MOTION
 BB0163
 BB0163  HISTORY     - Date     Condition        Report By
 BB0163  HISTORY     - 1943     MONUMENTED       CGS
 BB0163  HISTORY     - 1958     GOOD             NGS
 BB0163
 BB0163                          STATION DESCRIPTION
 BB0163
 BB0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0163'2.95 MI SW FROM CASA PIEDRA.
 BB0163'ABOUT 0.3 MILE WEST ALONG A GRADED DIRT ROAD FROM THE C. L.  VASQUEZ
 BB0163'STORE AT CASA PIEDRA, THENCE ABOUT 2.65 MILES SOUTHWEST ALONG A GRADED
 BB0163'DIRT ROAD.  26 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 154
 BB0163'FEET NORTHWEST OF THE NEAR RAIL OF THE PANHANDLE AND SANTA FE RAILWAY
 BB0163'TRACK, 230 FEET NORTH AND ACROSS THE TRACK FROM MILE POST 1006, 82
 BB0163'FEET NORTHWEST OF THE NORTHWEST RAILWAY RIGHT OF WAY FENCE, 2 FEET
 BB0163'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 BB0163'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0391 ***********************************************************************
 CU0391  DESIGNATION -  N 72
 CU0391  PID         -  CU0391
 CU0391  STATE/COUNTY-  TX/SCURRY
 CU0391  USGS QUAD   -  BRAND (1954)
 CU0391
 CU0391                         *CURRENT SURVEY CONTROL
 CU0391  ___________________________________________________________________
 CU0391* NAD 83(1986)-  32 46 56.     (N)    100 57 08.     (W)     SCALED    
 CU0391* NAVD 88     -       733.405  (meters)    2406.18   (feet)  ADJUSTED  
 CU0391  ___________________________________________________________________
 CU0391  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CU0391  DYNAMIC HT  -         732.444 (meters)    2403.03  (feet)  COMP
 CU0391  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CU0391
 CU0391  VERT ORDER  -  FIRST     CLASS II
 CU0391
 CU0391.The horizontal coordinates were scaled from a topographic map and have
 CU0391.an estimated accuracy of +/- 6 seconds.
 CU0391
 CU0391.The orthometric height was determined by differential leveling
 CU0391.and adjusted by the National Geodetic Survey in June 1991..
 CU0391
 CU0391.The geoid height was determined by GEOID03.
 CU0391
 CU0391.The dynamic height is computed by dividing the NAVD 88
 CU0391.geopotential number by the normal gravity value computed on the
 CU0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0391.degrees latitude (g = 980.6199 gals.).
 CU0391
 CU0391.The modeled gravity was interpolated from observed gravity values.
 CU0391
 CU0391;                    North         East    Units  Estimated Accuracy
 CU0391;SPC TXNC     - 2,126,390.      370,320.      MT  (+/- 180 meters Scaled)
 CU0391
 CU0391                          SUPERSEDED SURVEY CONTROL
 CU0391
 CU0391  NGVD 29 (??/??/92)  733.113  (m)         2405.22   (f) ADJ UNCH    1 2
 CU0391
 CU0391.Superseded values are not recommended for survey control.
 CU0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0391.See file dsdata.txt to determine how the superseded data were derived.
 CU0391
 CU0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB171288(NAD 83)
 CU0391_MARKER: DB = BENCH MARK DISK
 CU0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0391_STAMPING: 2405.222 N 72 1931
 CU0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0391+STABILITY: SURFACE MOTION
 CU0391
 CU0391  HISTORY     - Date     Condition        Report By
 CU0391  HISTORY     - 1931     MONUMENTED       CGS
 CU0391  HISTORY     - 1941     GOOD             NGS
 CU0391  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0391
 CU0391                          STATION DESCRIPTION
 CU0391
 CU0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CU0391'4 MI N FROM SNYDER.
 CU0391'4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0391'STATION AT SNYDER, SCURRY COUNTY, 100 FEET NORTH OF MILEPOST 753,
 CU0391'BETWEEN 2 SHALLOW CUTS, 50 FEET EAST OF THE TRACK, AT THE FENCE, AND
 CU0391'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 CU0391'GROUND.
 CU0391
 CU0391                          STATION RECOVERY (1982)
 CU0391
 CU0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0391'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0239 ***********************************************************************
 BO0239  DESIGNATION -  N 720
 BO0239  PID         -  BO0239
 BO0239  STATE/COUNTY-  TX/VAL VERDE
 BO0239  USGS QUAD   -  DIVIDE WELL DRAW (1970)
 BO0239
 BO0239                         *CURRENT SURVEY CONTROL
 BO0239  ___________________________________________________________________
 BO0239* NAD 83(1986)-  30 12 26.     (N)    101 22 44.     (W)     SCALED    
 BO0239* NAVD 88     -       672.446  (meters)    2206.18   (feet)  ADJUSTED  
 BO0239  ___________________________________________________________________
 BO0239  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 BO0239  DYNAMIC HT  -         671.450 (meters)    2202.92  (feet)  COMP
 BO0239  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 BO0239
 BO0239  VERT ORDER  -  SECOND    CLASS 0
 BO0239
 BO0239.The horizontal coordinates were scaled from a topographic map and have
 BO0239.an estimated accuracy of +/- 6 seconds.
 BO0239
 BO0239.The orthometric height was determined by differential leveling
 BO0239.and adjusted by the National Geodetic Survey in June 1991..
 BO0239
 BO0239.The geoid height was determined by GEOID03.
 BO0239
 BO0239.The dynamic height is computed by dividing the NAVD 88
 BO0239.geopotential number by the normal gravity value computed on the
 BO0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0239.degrees latitude (g = 980.6199 gals.).
 BO0239
 BO0239.The modeled gravity was interpolated from observed gravity values.
 BO0239
 BO0239;                    North         East    Units  Estimated Accuracy
 BO0239;SPC TXSC     - 4,265,430.      370,970.      MT  (+/- 180 meters Scaled)
 BO0239
 BO0239                          SUPERSEDED SURVEY CONTROL
 BO0239
 BO0239  NGVD 29 (??/??/92)  672.301  (m)         2205.71   (f) ADJ UNCH    2 0
 BO0239
 BO0239.Superseded values are not recommended for survey control.
 BO0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0239.See file dsdata.txt to determine how the superseded data were derived.
 BO0239
 BO0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU710441(NAD 83)
 BO0239_MARKER: DB = BENCH MARK DISK
 BO0239_SETTING: 66 = SET IN ROCK OUTCROP
 BO0239_SP_SET: LEDGE
 BO0239_STAMPING: N-720 1942
 BO0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0239+STABILITY: POSITION/ELEVATION WELL
 BO0239
 BO0239  HISTORY     - Date     Condition        Report By
 BO0239  HISTORY     - 1942     MONUMENTED       CGS
 BO0239  HISTORY     - 1970     GOOD             USGS
 BO0239
 BO0239                          STATION DESCRIPTION
 BO0239
 BO0239'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BO0239'12.35 MI E FROM PANDALE.
 BO0239'ABOUT 12.35 MILES EAST ALONG A PUBLIC ROAD LEADING TO JUNO FROM THE
 BO0239'SCHOOLHOUSE AT PANDALE TO A GRAVEL ROAD LEADING SOUTHWEST, 0.2 MILE
 BO0239'SOUTHWEST ALONG THIS ROAD TO A CROSS ROAD, WHICH IS THE OLD HIGHWAY,
 BO0239'120 FEET WEST ALONG THE OLD HIGHWAY, FROM THE CENTER OF THE CROSS
 BO0239'ROAD, IN THE TOP OF A LIMESTONE LEDGE, 23 FEET NORTH OF THE CENTER
 BO0239'LINE OF THE ROAD AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD
 BO0239'DISK, STAMPED N-720 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0263 ***********************************************************************
 BO0263  DESIGNATION -  N 721
 BO0263  PID         -  BO0263
 BO0263  STATE/COUNTY-  TX/VAL VERDE
 BO0263  USGS QUAD   -  BEE CANYON (1970)
 BO0263
 BO0263                         *CURRENT SURVEY CONTROL
 BO0263  ___________________________________________________________________
 BO0263* NAD 83(1986)-  30 08 30.     (N)    101 10 16.     (W)     SCALED    
 BO0263* NAVD 88     -       530.026  (meters)    1738.93   (feet)  ADJUSTED  
 BO0263  ___________________________________________________________________
 BO0263  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 BO0263  DYNAMIC HT  -         529.244 (meters)    1736.36  (feet)  COMP
 BO0263  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 BO0263
 BO0263  VERT ORDER  -  SECOND    CLASS 0
 BO0263
 BO0263.The horizontal coordinates were scaled from a topographic map and have
 BO0263.an estimated accuracy of +/- 6 seconds.
 BO0263
 BO0263.The orthometric height was determined by differential leveling
 BO0263.and adjusted by the National Geodetic Survey in June 1991..
 BO0263
 BO0263.The geoid height was determined by GEOID03.
 BO0263
 BO0263.The dynamic height is computed by dividing the NAVD 88
 BO0263.geopotential number by the normal gravity value computed on the
 BO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0263.degrees latitude (g = 980.6199 gals.).
 BO0263
 BO0263.The modeled gravity was interpolated from observed gravity values.
 BO0263
 BO0263;                    North         East    Units  Estimated Accuracy
 BO0263;SPC TXSC     - 4,257,770.      390,840.      MT  (+/- 180 meters Scaled)
 BO0263
 BO0263                          SUPERSEDED SURVEY CONTROL
 BO0263
 BO0263  NGVD 29 (??/??/92)  529.901  (m)         1738.52   (f) ADJ UNCH    2 0
 BO0263
 BO0263.Superseded values are not recommended for survey control.
 BO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0263.See file dsdata.txt to determine how the superseded data were derived.
 BO0263
 BO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU908364(NAD 83)
 BO0263_MARKER: DB = BENCH MARK DISK
 BO0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0263_STAMPING: N 721 1942
 BO0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0263+STABILITY: SURFACE MOTION
 BO0263
 BO0263  HISTORY     - Date     Condition        Report By
 BO0263  HISTORY     - 1942     MONUMENTED       CGS
 BO0263  HISTORY     - 1971     MARK NOT FOUND   NGS
 BO0263
 BO0263                          STATION DESCRIPTION
 BO0263
 BO0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0263'5.3 MI W FROM JUNO.
 BO0263'THIS MARK IS ABOUT 5.3 MILES WEST ALONG A DIRT ROAD TO PANDALE FROM
 BO0263'THE POST OFFICE AT JUNO, VAL VERDE COUNTY, 0.55 MILE EAST OF A CATTLE
 BO0263'GUARD, SET AT A SLIGHT CURVE IN THE ROAD, 25.0 FEET NORTHEAST OF THE
 BO0263'CENTER LINE OF THE ROAD, 12.5 FEET SOUTHEAST OF A PROMINENT CEDAR
 BO0263'TREE.  NOTE-- BM MAY BE COVERED BY ROCK OR GRADED OUT BY RD. CONSTR.
 BO0263
 BO0263                          STATION RECOVERY (1971)
 BO0263
 BO0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0083 ***********************************************************************
 BO0083  DESIGNATION -  N 722
 BO0083  PID         -  BO0083
 BO0083  STATE/COUNTY-  TX/VAL VERDE
 BO0083  USGS QUAD   -  WHITE DRAW (1973)
 BO0083
 BO0083                         *CURRENT SURVEY CONTROL
 BO0083  ___________________________________________________________________
 BO0083* NAD 83(1986)-  30 04 13.     (N)    100 59 26.     (W)     SCALED    
 BO0083* NAVD 88     -       581.620  (meters)    1908.20   (feet)  ADJUSTED  
 BO0083  ___________________________________________________________________
 BO0083  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BO0083  DYNAMIC HT  -         580.767 (meters)    1905.40  (feet)  COMP
 BO0083  MODELED GRAV-     979,157.7   (mgal)                       NAVD 88
 BO0083
 BO0083  VERT ORDER  -  SECOND    CLASS 0
 BO0083
 BO0083.The horizontal coordinates were scaled from a topographic map and have
 BO0083.an estimated accuracy of +/- 6 seconds.
 BO0083
 BO0083.The orthometric height was determined by differential leveling
 BO0083.and adjusted by the National Geodetic Survey in June 1991..
 BO0083
 BO0083.The geoid height was determined by GEOID03.
 BO0083
 BO0083.The dynamic height is computed by dividing the NAVD 88
 BO0083.geopotential number by the normal gravity value computed on the
 BO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0083.degrees latitude (g = 980.6199 gals.).
 BO0083
 BO0083.The modeled gravity was interpolated from observed gravity values.
 BO0083
 BO0083;                    North         East    Units  Estimated Accuracy
 BO0083;SPC TXSC     - 4,249,550.      408,090.      MT  (+/- 180 meters Scaled)
 BO0083
 BO0083                          SUPERSEDED SURVEY CONTROL
 BO0083
 BO0083  NGVD 29 (??/??/92)  581.497  (m)         1907.79   (f) ADJ UNCH    2 0
 BO0083
 BO0083.Superseded values are not recommended for survey control.
 BO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0083.See file dsdata.txt to determine how the superseded data were derived.
 BO0083
 BO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU081282(NAD 83)
 BO0083_MARKER: DB = BENCH MARK DISK
 BO0083_SETTING: 66 = SET IN ROCK OUTCROP
 BO0083_SP_SET: SET IN ROCK OUTCROP
 BO0083_STAMPING: N 722 1942
 BO0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0083+STABILITY: POSITION/ELEVATION WELL
 BO0083
 BO0083  HISTORY     - Date     Condition        Report By
 BO0083  HISTORY     - 1942     MONUMENTED       CGS
 BO0083
 BO0083                          STATION DESCRIPTION
 BO0083
 BO0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0083'19.05 MI NE FROM JUNO.
 BO0083'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0083'ABOUT 11.05 MILES EAST ALONG A RANCH ROAD TO LOMA ALTA FROM THE POST
 BO0083'OFFICE AT JUNO, VAL VERDE COUNTY, SET AT THE CROSSING OF A SMALL WASH,
 BO0083'31.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 4.0 FEET
 BO0083'HIGHER THAN THE GROUND, ABOUT LEVEL WITH THE ROAD, SET IN THE
 BO0083'NORTHWEST SIDE OF A LIMESTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0390 ***********************************************************************
 BO0390  DESIGNATION -  N 724
 BO0390  PID         -  BO0390
 BO0390  STATE/COUNTY-  TX/TERRELL
 BO0390  USGS QUAD   -  OASIS RANCH (1980)
 BO0390
 BO0390                         *CURRENT SURVEY CONTROL
 BO0390  ___________________________________________________________________
 BO0390* NAD 83(1986)-  30 29 39.     (N)    101 52 01.     (W)     SCALED    
 BO0390* NAVD 88     -       644.239  (meters)    2113.64   (feet)  ADJUSTED  
 BO0390  ___________________________________________________________________
 BO0390  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 BO0390  DYNAMIC HT  -         643.287 (meters)    2110.52  (feet)  COMP
 BO0390  MODELED GRAV-     979,144.5   (mgal)                       NAVD 88
 BO0390
 BO0390  VERT ORDER  -  SECOND    CLASS 0
 BO0390
 BO0390.The horizontal coordinates were scaled from a topographic map and have
 BO0390.an estimated accuracy of +/- 6 seconds.
 BO0390
 BO0390.The orthometric height was determined by differential leveling
 BO0390.and adjusted by the National Geodetic Survey in June 1991..
 BO0390
 BO0390.The geoid height was determined by GEOID03.
 BO0390
 BO0390.The dynamic height is computed by dividing the NAVD 88
 BO0390.geopotential number by the normal gravity value computed on the
 BO0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0390.degrees latitude (g = 980.6199 gals.).
 BO0390
 BO0390.The modeled gravity was interpolated from observed gravity values.
 BO0390
 BO0390;                    North         East    Units  Estimated Accuracy
 BO0390;SPC TXSC     - 4,298,280.      324,770.      MT  (+/- 180 meters Scaled)
 BO0390
 BO0390                          SUPERSEDED SURVEY CONTROL
 BO0390
 BO0390  NGVD 29 (??/??/92)  644.015  (m)         2112.91   (f) ADJ UNCH    2 0
 BO0390
 BO0390.Superseded values are not recommended for survey control.
 BO0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0390.See file dsdata.txt to determine how the superseded data were derived.
 BO0390
 BO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU248770(NAD 83)
 BO0390_MARKER: DB = BENCH MARK DISK
 BO0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0390_STAMPING: N 724 1942
 BO0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0390+STABILITY: SURFACE MOTION
 BO0390
 BO0390  HISTORY     - Date     Condition        Report By
 BO0390  HISTORY     - 1942     MONUMENTED       CGS
 BO0390  HISTORY     - 1958     GOOD             NGS
 BO0390
 BO0390                          STATION DESCRIPTION
 BO0390
 BO0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0390'19.0 MI S FROM SHEFFIELD.
 BO0390'ABOUT 19.0 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE AT
 BO0390'SHEFFIELD, 244 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 BO0390'EAST OF THE CENTER LINE OF THE OLD HIGHWAY, IN THE BOTTOM AND MIDWAY
 BO0390'BETWEEN 2 HILLS ON THE NEW HIGHWAY, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 BO0390'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY, AND IN
 BO0390'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0092 ***********************************************************************
 BP0092  DESIGNATION -  N 725
 BP0092  PID         -  BP0092
 BP0092  STATE/COUNTY-  TX/TERRELL
 BP0092  USGS QUAD   -  CONTINENTAL RANCH (1969)
 BP0092
 BP0092                         *CURRENT SURVEY CONTROL
 BP0092  ___________________________________________________________________
 BP0092* NAD 83(1986)-  30 15 18.     (N)    102 01 11.     (W)     SCALED    
 BP0092* NAVD 88     -       678.967  (meters)    2227.58   (feet)  ADJUSTED  
 BP0092  ___________________________________________________________________
 BP0092  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 BP0092  DYNAMIC HT  -         677.946 (meters)    2224.23  (feet)  COMP
 BP0092  MODELED GRAV-     979,116.7   (mgal)                       NAVD 88
 BP0092
 BP0092  VERT ORDER  -  SECOND    CLASS 0
 BP0092
 BP0092.The horizontal coordinates were scaled from a topographic map and have
 BP0092.an estimated accuracy of +/- 6 seconds.
 BP0092
 BP0092.The orthometric height was determined by differential leveling
 BP0092.and adjusted by the National Geodetic Survey in June 1991..
 BP0092
 BP0092.The geoid height was determined by GEOID03.
 BP0092
 BP0092.The dynamic height is computed by dividing the NAVD 88
 BP0092.geopotential number by the normal gravity value computed on the
 BP0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0092.degrees latitude (g = 980.6199 gals.).
 BP0092
 BP0092.The modeled gravity was interpolated from observed gravity values.
 BP0092
 BP0092;                    North         East    Units  Estimated Accuracy
 BP0092;SPC TXSC     - 4,272,150.      309,420.      MT  (+/- 180 meters Scaled)
 BP0092
 BP0092                          SUPERSEDED SURVEY CONTROL
 BP0092
 BP0092  NGVD 29 (??/??/92)  678.749  (m)         2226.86   (f) ADJ UNCH    2 0
 BP0092
 BP0092.Superseded values are not recommended for survey control.
 BP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0092.See file dsdata.txt to determine how the superseded data were derived.
 BP0092
 BP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP867508(NAD 83)
 BP0092_MARKER: DB = BENCH MARK DISK
 BP0092_SETTING: 66 = SET IN ROCK OUTCROP
 BP0092_SP_SET: FLAT ROCK OUTCROP
 BP0092_STAMPING: N 725 1942
 BP0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0092+STABILITY: POSITION/ELEVATION WELL
 BP0092
 BP0092  HISTORY     - Date     Condition        Report By
 BP0092  HISTORY     - 1942     MONUMENTED       CGS
 BP0092  HISTORY     - 1958     GOOD             NGS
 BP0092
 BP0092                          STATION DESCRIPTION
 BP0092
 BP0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0092'15.85 MI N FROM DRYDEN.
 BP0092'ABOUT 16.55 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0092'ORLEANS RAILROAD STATION AT DRYDEN TO A CONCRETE WATER CROSSING,
 BP0092'THENCE 0.3 MILE NORTHWEST ALONG A TRAIL ROAD, THENCE 1.0 MILE
 BP0092'SOUTHWEST ALONG THE OLD HIGHWAY, IN THE TOP OF A FLAT ROCK OUTCROP
 BP0092'WHICH IS FLUSH WITH THE GROUND, 23 FEET NORTH OF THE CENTER LINE OF
 BP0092'THE OLD ROAD, ABOUT 0.4 MILE EAST OF THE JUNCTION OF THE ROAD LEADING
 BP0092'NORTH TO THE E. W. YOUNG HOUSE, ABOUT 0.15 MILE EAST OF A SHARP CURVE
 BP0092'IN THE OLD HIGHWAY, ON THE SOUTH SLOPE OF A STEEP ROCKY HILL, AND
 BP0092'ABOUT 5 FEET ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0389 ***********************************************************************
 CC0389  DESIGNATION -  N 726
 CC0389  PID         -  CC0389
 CC0389  STATE/COUNTY-  TX/REEVES
 CC0389  USGS QUAD   -  BIG HILL (1970)
 CC0389
 CC0389                         *CURRENT SURVEY CONTROL
 CC0389  ___________________________________________________________________
 CC0389* NAD 83(1986)-  31 22 41.     (N)    103 50 03.     (W)     SCALED    
 CC0389* NAVD 88     -       897.936  (meters)    2945.98   (feet)  ADJUSTED  
 CC0389  ___________________________________________________________________
 CC0389  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CC0389  DYNAMIC HT  -         896.605 (meters)    2941.61  (feet)  COMP
 CC0389  MODELED GRAV-     979,128.7   (mgal)                       NAVD 88
 CC0389
 CC0389  VERT ORDER  -  SECOND    CLASS 0
 CC0389
 CC0389.The horizontal coordinates were scaled from a topographic map and have
 CC0389.an estimated accuracy of +/- 6 seconds.
 CC0389
 CC0389.The orthometric height was determined by differential leveling
 CC0389.and adjusted by the National Geodetic Survey in June 1991..
 CC0389
 CC0389.The geoid height was determined by GEOID03.
 CC0389
 CC0389.The dynamic height is computed by dividing the NAVD 88
 CC0389.geopotential number by the normal gravity value computed on the
 CC0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0389.degrees latitude (g = 980.6199 gals.).
 CC0389
 CC0389.The modeled gravity was interpolated from observed gravity values.
 CC0389
 CC0389;                    North         East    Units  Estimated Accuracy
 CC0389;SPC TX C     - 3,194,960.      367,070.      MT  (+/- 180 meters Scaled)
 CC0389
 CC0389                          SUPERSEDED SURVEY CONTROL
 CC0389
 CC0389  NGVD 29 (??/??/92)  897.570  (m)         2944.78   (f) ADJ UNCH    2 0
 CC0389
 CC0389.Superseded values are not recommended for survey control.
 CC0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0389.See file dsdata.txt to determine how the superseded data were derived.
 CC0389
 CC0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ108720(NAD 83)
 CC0389_MARKER: DB = BENCH MARK DISK
 CC0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0389_STAMPING: N 726 1942
 CC0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0389+STABILITY: SURFACE MOTION
 CC0389
 CC0389  HISTORY     - Date     Condition        Report By
 CC0389  HISTORY     - 1942     MONUMENTED       CGS
 CC0389  HISTORY     - 1958     GOOD             NGS
 CC0389
 CC0389                          STATION DESCRIPTION
 CC0389
 CC0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0389'6.15 MI NW FROM TOYAH.
 CC0389'ABOUT 6.15 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0389'PACIFIC RAILWAY COMPANY STATION AT TOYAH, 46 FEET NORTHEAST OF THE
 CC0389'CENTER LINE OF THE ROAD, ABOUT 0.6 MILE NORTHWEST OF A CATTLE GUARD,
 CC0389'ABOUT 0.4 MILE NORTHWEST OF THE JUNCTION OF A GRADED DIRT ROAD LEADING
 CC0389'NORTH-NORTHEAST, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 CC0389'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CC0389'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0056 ***********************************************************************
 CD0056  DESIGNATION -  N 727
 CD0056  PID         -  CD0056
 CD0056  STATE/COUNTY-  TX/CULBERSON
 CD0056  USGS QUAD   -  TWO MILL DRAW EAST (1973)
 CD0056
 CD0056                         *CURRENT SURVEY CONTROL
 CD0056  ___________________________________________________________________
 CD0056* NAD 83(1986)-  31 31 24.     (N)    104 09 21.     (W)     SCALED    
 CD0056* NAVD 88     -      1045.478  (meters)    3430.04   (feet)  ADJUSTED  
 CD0056  ___________________________________________________________________
 CD0056  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CD0056  DYNAMIC HT  -        1043.905 (meters)    3424.88  (feet)  COMP
 CD0056  MODELED GRAV-     979,099.9   (mgal)                       NAVD 88
 CD0056
 CD0056  VERT ORDER  -  SECOND    CLASS 0
 CD0056
 CD0056.The horizontal coordinates were scaled from a topographic map and have
 CD0056.an estimated accuracy of +/- 6 seconds.
 CD0056
 CD0056.The orthometric height was determined by differential leveling
 CD0056.and adjusted by the National Geodetic Survey in June 1991..
 CD0056
 CD0056.The geoid height was determined by GEOID03.
 CD0056
 CD0056.The dynamic height is computed by dividing the NAVD 88
 CD0056.geopotential number by the normal gravity value computed on the
 CD0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0056.degrees latitude (g = 980.6199 gals.).
 CD0056
 CD0056.The modeled gravity was interpolated from observed gravity values.
 CD0056
 CD0056;                    North         East    Units  Estimated Accuracy
 CD0056;SPC TX C     - 3,212,060.      337,040.      MT  (+/- 180 meters Scaled)
 CD0056
 CD0056                          SUPERSEDED SURVEY CONTROL
 CD0056
 CD0056  NGVD 29 (??/??/92) 1045.040  (m)         3428.60   (f) ADJ UNCH    2 0
 CD0056
 CD0056.Superseded values are not recommended for survey control.
 CD0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0056.See file dsdata.txt to determine how the superseded data were derived.
 CD0056
 CD0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ801879(NAD 83)
 CD0056_MARKER: DB = BENCH MARK DISK
 CD0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0056_STAMPING: N 727 1942
 CD0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0056+STABILITY: SURFACE MOTION
 CD0056
 CD0056  HISTORY     - Date     Condition        Report By
 CD0056  HISTORY     - 1942     MONUMENTED       CGS
 CD0056  HISTORY     - 1958     GOOD             NGS
 CD0056
 CD0056                          STATION DESCRIPTION
 CD0056
 CD0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0056'30.25 MI NW FROM TOYAH.
 CD0056'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0056'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 21.3 MILES
 CD0056'NORTHWEST ALONG A GRADED DIRT ROAD.  25 FEET SOUTH OF THE CENTER LINE
 CD0056'OF THE ROAD, ABOUT 0.2 MILE WEST OF A PRIVATE ROAD LEADING SOUTHWEST
 CD0056'TO A ROCK RANCH HOUSE, 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CD0056'CATTLE GUARD, 2 FEET NORTHEAST OF A FENCE, 1 1/2 FEET NORTHWEST OF A
 CD0056'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 CD0056'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0362 ***********************************************************************
 CC0362  DESIGNATION -  N 728
 CC0362  PID         -  CC0362
 CC0362  STATE/COUNTY-  TX/REEVES
 CC0362  USGS QUAD   -  TOYAH (1970)
 CC0362
 CC0362                         *CURRENT SURVEY CONTROL
 CC0362  ___________________________________________________________________
 CC0362* NAD 83(1986)-  31 15 57.     (N)    103 51 34.     (W)     SCALED    
 CC0362* NAVD 88     -       939.109  (meters)    3081.06   (feet)  ADJUSTED  
 CC0362  ___________________________________________________________________
 CC0362  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CC0362  DYNAMIC HT  -         937.719 (meters)    3076.50  (feet)  COMP
 CC0362  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 CC0362
 CC0362  VERT ORDER  -  FIRST     CLASS II
 CC0362
 CC0362.The horizontal coordinates were scaled from a topographic map and have
 CC0362.an estimated accuracy of +/- 6 seconds.
 CC0362
 CC0362.The orthometric height was determined by differential leveling
 CC0362.and adjusted by the National Geodetic Survey in June 1991..
 CC0362.WARNING-Repeat measurements at this control monument indicate possible
 CC0362.vertical movement.
 CC0362
 CC0362.The geoid height was determined by GEOID03.
 CC0362
 CC0362.The dynamic height is computed by dividing the NAVD 88
 CC0362.geopotential number by the normal gravity value computed on the
 CC0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0362.degrees latitude (g = 980.6199 gals.).
 CC0362
 CC0362.The modeled gravity was interpolated from observed gravity values.
 CC0362
 CC0362;                    North         East    Units  Estimated Accuracy
 CC0362;SPC TX C     - 3,182,600.      364,270.      MT  (+/- 180 meters Scaled)
 CC0362
 CC0362                          SUPERSEDED SURVEY CONTROL
 CC0362
 CC0362  NGVD 29 (??/??/92)  938.741  (m)         3079.85   (f) ADJ UNCH    1 2
 CC0362
 CC0362.Superseded values are not recommended for survey control.
 CC0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0362.See file dsdata.txt to determine how the superseded data were derived.
 CC0362
 CC0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ085596(NAD 83)
 CC0362_MARKER: DB = BENCH MARK DISK
 CC0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0362_STAMPING: N 728 1942
 CC0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0362+STABILITY: SURFACE MOTION
 CC0362
 CC0362  HISTORY     - Date     Condition        Report By
 CC0362  HISTORY     - 1942     MONUMENTED       CGS
 CC0362  HISTORY     - 1956     GOOD             NGS
 CC0362
 CC0362                          STATION DESCRIPTION
 CC0362
 CC0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0362'5.2 MI SW FROM TOYAH.
 CC0362'5.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0362'STATION AT TOYAH, 7 POLES SOUTHWEST OF MILEPOST 671, 62.7 FEET
 CC0362'SOUTHEAST OF THE STATION SIGN AT REEVES, 44.4 FEET SOUTHEAST OF THE
 CC0362'SOUTHEAST RAIL OF THE MAIN TRACK, 21 FEET EAST OF A TELEPHONE BOOTH,
 CC0362'3.6 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, 0.8
 CC0362'MILE NORTHEAST OF BENCH MARK N 1058, SET IN THE TOP OF A CONCRETE POST
 CC0362'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0050 ***********************************************************************
 BQ0050  DESIGNATION -  N 729
 BQ0050  PID         -  BQ0050
 BQ0050  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0050  USGS QUAD   -  BOGGY DRAW (1978)
 BQ0050
 BQ0050                         *CURRENT SURVEY CONTROL
 BQ0050  ___________________________________________________________________
 BQ0050* NAD 83(1986)-  30 52 07.     (N)    104 29 28.     (W)     SCALED    
 BQ0050* NAVD 88     -      1299.845  (meters)    4264.57   (feet)  ADJUSTED  
 BQ0050  ___________________________________________________________________
 BQ0050  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BQ0050  DYNAMIC HT  -        1297.769 (meters)    4257.76  (feet)  COMP
 BQ0050  MODELED GRAV-     978,999.1   (mgal)                       NAVD 88
 BQ0050
 BQ0050  VERT ORDER  -  SECOND    CLASS 0
 BQ0050
 BQ0050.The horizontal coordinates were scaled from a topographic map and have
 BQ0050.an estimated accuracy of +/- 6 seconds.
 BQ0050
 BQ0050.The orthometric height was determined by differential leveling
 BQ0050.and adjusted by the National Geodetic Survey in June 1991..
 BQ0050
 BQ0050.The geoid height was determined by GEOID03.
 BQ0050
 BQ0050.The dynamic height is computed by dividing the NAVD 88
 BQ0050.geopotential number by the normal gravity value computed on the
 BQ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0050.degrees latitude (g = 980.6199 gals.).
 BQ0050
 BQ0050.The modeled gravity was interpolated from observed gravity values.
 BQ0050
 BQ0050;                    North         East    Units  Estimated Accuracy
 BQ0050;SPC TX C     - 3,140,670.      302,510.      MT  (+/- 180 meters Scaled)
 BQ0050
 BQ0050                          SUPERSEDED SURVEY CONTROL
 BQ0050
 BQ0050  NGVD 29 (??/??/92) 1299.307  (m)         4262.81   (f) ADJ UNCH    2 0
 BQ0050
 BQ0050.Superseded values are not recommended for survey control.
 BQ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0050.See file dsdata.txt to determine how the superseded data were derived.
 BQ0050
 BQ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ486151(NAD 83)
 BQ0050_MARKER: DB = BENCH MARK DISK
 BQ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0050_STAMPING: N 729 1942
 BQ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0050+STABILITY: SURFACE MOTION
 BQ0050
 BQ0050  HISTORY     - Date     Condition        Report By
 BQ0050  HISTORY     - 1942     MONUMENTED       CGS
 BQ0050  HISTORY     - 1958     GOOD             NGS
 BQ0050
 BQ0050                          STATION DESCRIPTION
 BQ0050
 BQ0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0050'17.7 MI S FROM BORACHO.
 BQ0050'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0050'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 17.35 MILES
 BQ0050'SOUTH ALONG A VERY POOR DIRT ROAD.  THIS MARK IS ALSO 1.2 MILES
 BQ0050'NORTHEAST ALONG A GRADED DIRT ROAD AND 0.3 MILE NORTHEAST ALONG A
 BQ0050'TRAIL ROAD FROM THE MOON RANCH HEADQUARTERS, 28 FEET NORTHWEST OF THE
 BQ0050'CENTER LINE OF THE ROAD, ABOUT 1.2 MILES SOUTHWEST OF A WINDMILL AND A
 BQ0050'WATER TANK, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BQ0050'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BQ0050'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0474 ***********************************************************************
 CT0474  DESIGNATION -  N 73
 CT0474  PID         -  CT0474
 CT0474  STATE/COUNTY-  TX/TAYLOR
 CT0474  USGS QUAD   -  TUSCOLA (1967)
 CT0474
 CT0474                         *CURRENT SURVEY CONTROL
 CT0474  ___________________________________________________________________
 CT0474* NAD 83(1986)-  32 14 26.     (N)    099 47 20.     (W)     SCALED    
 CT0474* NAVD 88     -       590.821  (meters)    1938.39   (feet)  POSTED    
 CT0474  ___________________________________________________________________
 CT0474  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CT0474  DYNAMIC HT  -         590.050 (meters)    1935.86  (feet)  COMP
 CT0474  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 CT0474
 CT0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0474
 CT0474.The horizontal coordinates were scaled from a topographic map and have
 CT0474.an estimated accuracy of +/- 6 seconds.
 CT0474
 CT0474.The orthometric height was determined by differential leveling
 CT0474.and adjusted by the National Geodetic Survey in 1992..
 CT0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0474.rate of 0.0 thru 1.0 mm/km.
 CT0474
 CT0474.The geoid height was determined by GEOID03.
 CT0474
 CT0474.The dynamic height is computed by dividing the NAVD 88
 CT0474.geopotential number by the normal gravity value computed on the
 CT0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0474.degrees latitude (g = 980.6199 gals.).
 CT0474
 CT0474.The modeled gravity was interpolated from observed gravity values.
 CT0474
 CT0474;                    North         East    Units  Estimated Accuracy
 CT0474;SPC TXNC     - 2,064,390.      478,530.      MT  (+/- 180 meters Scaled)
 CT0474
 CT0474                          SUPERSEDED SURVEY CONTROL
 CT0474
 CT0474  NGVD 29 (??/??/92)  590.653  (m)         1937.83   (f) ADJ UNCH    1 2
 CT0474
 CT0474.Superseded values are not recommended for survey control.
 CT0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0474.See file dsdata.txt to determine how the superseded data were derived.
 CT0474
 CT0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA256673(NAD 83)
 CT0474_MARKER: DB = BENCH MARK DISK
 CT0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0474_STAMPING: 1937.834 N 73 1931
 CT0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0474+STABILITY: SURFACE MOTION
 CT0474
 CT0474  HISTORY     - Date     Condition        Report By
 CT0474  HISTORY     - 1931     MONUMENTED       CGS
 CT0474  HISTORY     - 1958     GOOD             NGS
 CT0474  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 CT0474
 CT0474                          STATION DESCRIPTION
 CT0474
 CT0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0474'2.2 MI N FROM TUSCOLA.
 CT0474'2.2 MILES NORTH ALONG THE ABILENE AND SOUTHERN RAILWAY FROM TUSCOLA,
 CT0474'TAYLOR COUNTY, 0.1 MILE SOUTH OF MILEPOST 39, AT A ROAD CROSSING, 50
 CT0474'FEET SOUTH OF THE CROSSROAD, 45 FEET EAST OF THE TRACK, AND NEAR A
 CT0474'POLE.  A STANDARD DISK, STAMPED 1937.834 N 73 1931 AND SET IN THE TOP
 CT0474'OF A CONCRETE POST.  NOTE-- THE MARK IS ABOUT 0.1 MILE SOUTH OF
 CT0474'MILEPOST 15.
 CT0474
 CT0474                          STATION RECOVERY (1994)
 CT0474
 CT0474'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0064 ***********************************************************************
 BQ0064  DESIGNATION -  N 730
 BQ0064  PID         -  BQ0064
 BQ0064  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0064  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0064
 BQ0064                         *CURRENT SURVEY CONTROL
 BQ0064  ___________________________________________________________________
 BQ0064* NAD 83(1986)-  30 33 33.     (N)    104 29 21.     (W)     SCALED    
 BQ0064* NAVD 88     -      1348.618  (meters)    4424.59   (feet)  POSTED    
 BQ0064  ___________________________________________________________________
 BQ0064  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BQ0064  DYNAMIC HT  -        1346.390 (meters)    4417.28  (feet)  COMP
 BQ0064  MODELED GRAV-     978,940.7   (mgal)                       NAVD 88
 BQ0064
 BQ0064  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0064
 BQ0064.The horizontal coordinates were scaled from a topographic map and have
 BQ0064.an estimated accuracy of +/- 6 seconds.
 BQ0064
 BQ0064.The orthometric height was determined by differential leveling
 BQ0064.and adjusted by the National Geodetic Survey in 1992..
 BQ0064.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0064.rate of 1.1 thru 2.0 mm/km.
 BQ0064
 BQ0064.The geoid height was determined by GEOID03.
 BQ0064
 BQ0064.The dynamic height is computed by dividing the NAVD 88
 BQ0064.geopotential number by the normal gravity value computed on the
 BQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0064.degrees latitude (g = 980.6199 gals.).
 BQ0064
 BQ0064.The modeled gravity was interpolated from observed gravity values.
 BQ0064
 BQ0064;                    North         East    Units  Estimated Accuracy
 BQ0064;SPC TX C     - 3,106,390.      301,410.      MT  (+/- 180 meters Scaled)
 BQ0064
 BQ0064                          SUPERSEDED SURVEY CONTROL
 BQ0064
 BQ0064  NGVD 29 (??/??/92) 1348.036  (m)         4422.68   (f) ADJ UNCH    2 0
 BQ0064
 BQ0064.Superseded values are not recommended for survey control.
 BQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0064.See file dsdata.txt to determine how the superseded data were derived.
 BQ0064
 BQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP489808(NAD 83)
 BQ0064_MARKER: DB = BENCH MARK DISK
 BQ0064_SETTING: 0 = UNSPECIFIED SETTING
 BQ0064_STAMPING: N 730 1942
 BQ0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0064
 BQ0064  HISTORY     - Date     Condition        Report By
 BQ0064  HISTORY     - 1942     MONUMENTED       CGS
 BQ0064  HISTORY     - 1973     GOOD             USGS
 BQ0064
 BQ0064                          STATION DESCRIPTION
 BQ0064
 BQ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BQ0064'1.9 MI S FROM VALENTINE.
 BQ0064'THIS MARK IS 1.9 MILE SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH FROM
 BQ0064'THE POST OFFICE AT VALENTINE, JEFF DAVIS COUNTY, 0.3 MILE SOUTH OF A
 BQ0064'WALL, 2.0 FEET WEST OF A FENCE RUNNING NORTH-SOUTH, 29.0 FEET WEST OF
 BQ0064'THE CENTERLINE OF THE ROAD, PROJECTING 6-INCHES ABOVE THE GROUND.
 BQ0064
 BQ0064                          STATION RECOVERY (1973)
 BQ0064
 BQ0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BQ0064'VALENTINE, 0.9 MILES SOUTHEAST OF POST OFFICE AT, ALONG U.S. HIGHWAY
 BQ0064'90, THENCE 1.5 MILES SOUTH ALONG A COUNTY ROAD LEADING TO THE BRITE
 BQ0064'RANCH. 29 FEET WEST OF THE CENTERLINE OF THE ROAD. 2 FEET EAST OF A
 BQ0064'FENCE. IN A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. A
 BQ0064'STANDARD TABLET STAMPED N-730, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0185 ***********************************************************************
 BQ0185  DESIGNATION -  N 731
 BQ0185  PID         -  BQ0185
 BQ0185  STATE/COUNTY-  TX/PRESIDIO
 BQ0185  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0185
 BQ0185                         *CURRENT SURVEY CONTROL
 BQ0185  ___________________________________________________________________
 BQ0185* NAD 83(1986)-  30 14 58.     (N)    104 32 37.     (W)     SCALED    
 BQ0185* NAVD 88     -      1256.309  (meters)    4121.74   (feet)  POSTED    
 BQ0185  ___________________________________________________________________
 BQ0185  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BQ0185  DYNAMIC HT  -        1254.250 (meters)    4114.99  (feet)  COMP
 BQ0185  MODELED GRAV-     978,959.9   (mgal)                       NAVD 88
 BQ0185
 BQ0185  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0185
 BQ0185.The horizontal coordinates were scaled from a topographic map and have
 BQ0185.an estimated accuracy of +/- 6 seconds.
 BQ0185
 BQ0185.The orthometric height was determined by differential leveling
 BQ0185.and adjusted by the National Geodetic Survey in 1992..
 BQ0185.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0185.rate of 1.1 thru 2.0 mm/km.
 BQ0185
 BQ0185.The geoid height was determined by GEOID03.
 BQ0185
 BQ0185.The dynamic height is computed by dividing the NAVD 88
 BQ0185.geopotential number by the normal gravity value computed on the
 BQ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0185.degrees latitude (g = 980.6199 gals.).
 BQ0185
 BQ0185.The modeled gravity was interpolated from observed gravity values.
 BQ0185
 BQ0185;                    North         East    Units  Estimated Accuracy
 BQ0185;SPC TXSC     - 4,280,420.       66,670.      MT  (+/- 180 meters Scaled)
 BQ0185
 BQ0185                          SUPERSEDED SURVEY CONTROL
 BQ0185
 BQ0185  NGVD 29 (??/??/92) 1255.780  (m)         4120.00   (f) ADJ UNCH    2 0
 BQ0185
 BQ0185.Superseded values are not recommended for survey control.
 BQ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0185.See file dsdata.txt to determine how the superseded data were derived.
 BQ0185
 BQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP439465(NAD 83)
 BQ0185_MARKER: DB = BENCH MARK DISK
 BQ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0185_STAMPING: N 731 1943
 BQ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0185+STABILITY: SURFACE MOTION
 BQ0185
 BQ0185  HISTORY     - Date     Condition        Report By
 BQ0185  HISTORY     - 1943     MONUMENTED       CGS
 BQ0185
 BQ0185                          STATION DESCRIPTION
 BQ0185
 BQ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0185'26.7 MI S FROM VALENTINE.
 BQ0185'THIS MARK IS 26.7 MILES SOUTH ALONG A DIRT ROAD TO CANDELARIA FROM THE
 BQ0185'POST OFFICE AT VALENTINE, 7.4 MILES SOUTH OF THE BRITE RANCH, 1.9 MILE
 BQ0185'NORTH OF THE CIENEGA RANCH, SET ON THE SOUTH SIDE OF THE TIERRA VIEGA
 BQ0185'MOUNTAINS, JUST BEFORE THE ROAD INCLINES TO CROSS THE MOUNTAIN, 21.6
 BQ0185'FEET WEST OF THE CENTERLINE OF THE ROAD, PROJECTING 3-INCHES ABOVE THE
 BQ0185'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0212 ***********************************************************************
 BQ0212  DESIGNATION -  N 732
 BQ0212  PID         -  BQ0212
 BQ0212  STATE/COUNTY-  TX/PRESIDIO
 BQ0212  USGS QUAD   -  PUEBLO NUEVO (1979)
 BQ0212
 BQ0212                         *CURRENT SURVEY CONTROL
 BQ0212  ___________________________________________________________________
 BQ0212* NAD 83(1986)-  30 01 55.     (N)    104 41 26.     (W)     SCALED    
 BQ0212* NAVD 88     -       858.966  (meters)    2818.12   (feet)  POSTED    
 BQ0212  ___________________________________________________________________
 BQ0212  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BQ0212  DYNAMIC HT  -         857.580 (meters)    2813.58  (feet)  COMP
 BQ0212  MODELED GRAV-     978,995.3   (mgal)                       NAVD 88
 BQ0212
 BQ0212  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0212
 BQ0212.The horizontal coordinates were scaled from a topographic map and have
 BQ0212.an estimated accuracy of +/- 6 seconds.
 BQ0212
 BQ0212.The orthometric height was determined by differential leveling
 BQ0212.and adjusted by the National Geodetic Survey in 1992..
 BQ0212.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0212.rate of 1.1 thru 2.0 mm/km.
 BQ0212
 BQ0212.The geoid height was determined by GEOID03.
 BQ0212
 BQ0212.The dynamic height is computed by dividing the NAVD 88
 BQ0212.geopotential number by the normal gravity value computed on the
 BQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0212.degrees latitude (g = 980.6199 gals.).
 BQ0212
 BQ0212.The modeled gravity was interpolated from observed gravity values.
 BQ0212
 BQ0212;                    North         East    Units  Estimated Accuracy
 BQ0212;SPC TXSC     - 4,257,020.       51,370.      MT  (+/- 180 meters Scaled)
 BQ0212
 BQ0212                          SUPERSEDED SURVEY CONTROL
 BQ0212
 BQ0212  NGVD 29 (??/??/92)  858.497  (m)         2816.59   (f) ADJ UNCH    2 0
 BQ0212
 BQ0212.Superseded values are not recommended for survey control.
 BQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0212.See file dsdata.txt to determine how the superseded data were derived.
 BQ0212
 BQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP298223(NAD 83)
 BQ0212_MARKER: DB = BENCH MARK DISK
 BQ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0212_STAMPING: N 732 1943
 BQ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0212+STABILITY: SURFACE MOTION
 BQ0212
 BQ0212  HISTORY     - Date     Condition        Report By
 BQ0212  HISTORY     - 1943     MONUMENTED       CGS
 BQ0212  HISTORY     - 1958     GOOD             NGS
 BQ0212
 BQ0212                          STATION DESCRIPTION
 BQ0212
 BQ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0212'4.0 MI NW FROM RUIDOSA.
 BQ0212'THIS MARK IS 4.0 MILES NORTHWEST ALONG THE ROAD TO CANDELARIA FROM THE
 BQ0212'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, SET ON THE SOUTH SIDE OF A
 BQ0212'ARROYO, 52 FEET NORTH-NORTHWEST OF LARGE LONE BUSH AND IS LEVEL WITH
 BQ0212'BUSH, 22 FEET EAST-SOUTHEAST OF CENTERLINE OF ROAD AND IS 0.4 FEET
 BQ0212'HIGHER IN ELEVATION THAN THE ROAD, PROJECTING 4-INCHES ABOVE THE
 BQ0212'GROUND, 4 FEET SOUTH OF LONE BUSH, 2.0 FEET SOUTH OF A WHITE REFERENCE
 BQ0212'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0045 ***********************************************************************
 CD0045  DESIGNATION -  N 734
 CD0045  PID         -  CD0045
 CD0045  STATE/COUNTY-  TX/CULBERSON
 CD0045  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0045
 CD0045                         *CURRENT SURVEY CONTROL
 CD0045  ___________________________________________________________________
 CD0045* NAD 83(1986)-  31 51 01.     (N)    104 29 34.     (W)     SCALED    
 CD0045* NAVD 88     -      1142.562  (meters)    3748.56   (feet)  ADJUSTED  
 CD0045  ___________________________________________________________________
 CD0045  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CD0045  DYNAMIC HT  -        1140.818 (meters)    3742.83  (feet)  COMP
 CD0045  MODELED GRAV-     979,074.4   (mgal)                       NAVD 88
 CD0045
 CD0045  VERT ORDER  -  SECOND    CLASS 0
 CD0045
 CD0045.The horizontal coordinates were scaled from a topographic map and have
 CD0045.an estimated accuracy of +/- 6 seconds.
 CD0045
 CD0045.The orthometric height was determined by differential leveling
 CD0045.and adjusted by the National Geodetic Survey in June 1991..
 CD0045
 CD0045.The geoid height was determined by GEOID03.
 CD0045
 CD0045.The dynamic height is computed by dividing the NAVD 88
 CD0045.geopotential number by the normal gravity value computed on the
 CD0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0045.degrees latitude (g = 980.6199 gals.).
 CD0045
 CD0045.The modeled gravity was interpolated from observed gravity values.
 CD0045
 CD0045;                    North         East    Units  Estimated Accuracy
 CD0045;SPC TX C     - 3,249,430.      306,420.      MT  (+/- 180 meters Scaled)
 CD0045
 CD0045                          SUPERSEDED SURVEY CONTROL
 CD0045
 CD0045  NGVD 29 (??/??/92) 1142.025  (m)         3746.79   (f) ADJ UNCH    2 0
 CD0045
 CD0045.Superseded values are not recommended for survey control.
 CD0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0045.See file dsdata.txt to determine how the superseded data were derived.
 CD0045
 CD0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER479239(NAD 83)
 CD0045_MARKER: DB = BENCH MARK DISK
 CD0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0045_STAMPING: N 734 1943
 CD0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0045+STABILITY: SURFACE MOTION
 CD0045
 CD0045  HISTORY     - Date     Condition        Report By
 CD0045  HISTORY     - 1943     MONUMENTED       CGS
 CD0045  HISTORY     - 1973     GOOD             USGS
 CD0045
 CD0045                          STATION DESCRIPTION
 CD0045
 CD0045'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0045'37.6 MI W FROM ORLA.
 CD0045'37.6 MI. W. ALONG DIRT ROAD FROM P.O. AT ORLA.  TO REACH FROM THE
 CD0045'STATE LINE BAR AND CAFE ON U S HWY. 62 - 180 ON THE TEXAS-NEW MEX.
 CD0045'STATE LINE GO SOUTH ON TEXAS HWY. 1108 FOR 10 MILES TO THE 9K RANCH
 CD0045'HEADQUARTERS LEAVE HIGHWAY AND CONTINUE SOUTH ON GRADED ROAD FOR 1.3
 CD0045'MILES TO A PIPELINE AND CROSSROAD, TURN WEST (RIGHT) ON PIPELINE ROAD
 CD0045'FOR 1.0 MILE TO BM ON THE RIGHT.  BM IS 36.8 FEET EAST OF TELEPHONE
 CD0045'POLE NO. 117-23 AND 22 FEET NORTH OF CENTERLINE PIPELINE ROAD, IN A
 CD0045'CONCRETE POST, A STANDARD DISK STAMPED N 734 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0317 ***********************************************************************
 BA0317  DESIGNATION -  N 735
 BA0317  PID         -  BA0317
 BA0317  STATE/COUNTY-  TX/PRESIDIO
 BA0317  USGS QUAD   -  PUERTO POTRILLO (1983)
 BA0317
 BA0317                         *CURRENT SURVEY CONTROL
 BA0317  ___________________________________________________________________
 BA0317* NAD 83(1986)-  29 49 25.     (N)    103 59 38.     (W)     SCALED    
 BA0317* NAVD 88     -      1146.928  (meters)    3762.88   (feet)  POSTED    
 BA0317  ___________________________________________________________________
 BA0317  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 BA0317  DYNAMIC HT  -        1145.040 (meters)    3756.69  (feet)  COMP
 BA0317  MODELED GRAV-     978,958.0   (mgal)                       NAVD 88
 BA0317
 BA0317  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0317
 BA0317.The horizontal coordinates were scaled from a topographic map and have
 BA0317.an estimated accuracy of +/- 6 seconds.
 BA0317
 BA0317.The orthometric height was determined by differential leveling
 BA0317.and adjusted by the National Geodetic Survey in 1992..
 BA0317.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0317.rate of 2.1 thru 3.0 mm/km.
 BA0317
 BA0317.The geoid height was determined by GEOID03.
 BA0317
 BA0317.The dynamic height is computed by dividing the NAVD 88
 BA0317.geopotential number by the normal gravity value computed on the
 BA0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0317.degrees latitude (g = 980.6199 gals.).
 BA0317
 BA0317.The modeled gravity was interpolated from observed gravity values.
 BA0317
 BA0317;                    North         East    Units  Estimated Accuracy
 BA0317;SPC TXSC     - 4,230,880.      117,500.      MT  (+/- 180 meters Scaled)
 BA0317
 BA0317                          SUPERSEDED SURVEY CONTROL
 BA0317
 BA0317  NGVD 29 (??/??/92) 1146.541  (m)         3761.61   (f) ADJ UNCH    2 0
 BA0317
 BA0317.Superseded values are not recommended for survey control.
 BA0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0317.See file dsdata.txt to determine how the superseded data were derived.
 BA0317
 BA0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN972996(NAD 83)
 BA0317_MARKER: DB = BENCH MARK DISK
 BA0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0317_STAMPING: N 735 1943
 BA0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0317+STABILITY: SURFACE MOTION
 BA0317
 BA0317  HISTORY     - Date     Condition        Report By
 BA0317  HISTORY     - 1943     MONUMENTED       CGS
 BA0317  HISTORY     - 1958     GOOD             NGS
 BA0317
 BA0317                          STATION DESCRIPTION
 BA0317
 BA0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0317'4.25 MI SE FROM PLATA.
 BA0317'ABOUT 3.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BA0317'SECTION FOREMANS HOUSE AT PLATA, THENCE ABOUT 1.0 MILE EAST ALONG A
 BA0317'PRIVATE TRACK ROAD LEADING TO THE C. L. HANCOCK RANCH.  30 FEET NORTH
 BA0317'OF THE CENTER LINE OF THE ROAD, ABOUT 0.35 MILE EAST OF A CATTLE GUARD
 BA0317'IN THE NORTH-SOUTH FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 BA0317'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0371 ***********************************************************************
 BA0371  DESIGNATION -  N 736
 BA0371  PID         -  BA0371
 BA0371  STATE/COUNTY-  TX/PRESIDIO
 BA0371  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0371
 BA0371                         *CURRENT SURVEY CONTROL
 BA0371  ___________________________________________________________________
 BA0371* NAD 83(1986)-  29 42 23.     (N)    103 54 25.     (W)     SCALED    
 BA0371* NAVD 88     -      1208.085  (meters)    3963.53   (feet)  ADJUSTED  
 BA0371  ___________________________________________________________________
 BA0371  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BA0371  DYNAMIC HT  -        1206.086 (meters)    3956.97  (feet)  COMP
 BA0371  MODELED GRAV-     978,945.6   (mgal)                       NAVD 88
 BA0371
 BA0371  VERT ORDER  -  SECOND    CLASS 0
 BA0371
 BA0371.The horizontal coordinates were scaled from a topographic map and have
 BA0371.an estimated accuracy of +/- 6 seconds.
 BA0371
 BA0371.The orthometric height was determined by differential leveling
 BA0371.and adjusted by the National Geodetic Survey in June 1991..
 BA0371
 BA0371.The geoid height was determined by GEOID03.
 BA0371
 BA0371.The dynamic height is computed by dividing the NAVD 88
 BA0371.geopotential number by the normal gravity value computed on the
 BA0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0371.degrees latitude (g = 980.6199 gals.).
 BA0371
 BA0371.The modeled gravity was interpolated from observed gravity values.
 BA0371
 BA0371;                    North         East    Units  Estimated Accuracy
 BA0371;SPC TXSC     - 4,217,540.      125,350.      MT  (+/- 180 meters Scaled)
 BA0371
 BA0371                          SUPERSEDED SURVEY CONTROL
 BA0371
 BA0371  NGVD 29 (??/??/92) 1207.718  (m)         3962.32   (f) ADJ UNCH    2 0
 BA0371
 BA0371.Superseded values are not recommended for survey control.
 BA0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0371.See file dsdata.txt to determine how the superseded data were derived.
 BA0371
 BA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN057867(NAD 83)
 BA0371_MARKER: DB = BENCH MARK DISK
 BA0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0371_STAMPING: N 736 1943
 BA0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0371+STABILITY: SURFACE MOTION
 BA0371
 BA0371  HISTORY     - Date     Condition        Report By
 BA0371  HISTORY     - 1943     MONUMENTED       CGS
 BA0371  HISTORY     - 1958     GOOD             NGS
 BA0371
 BA0371                          STATION DESCRIPTION
 BA0371
 BA0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0371'11.20 MI SE FROM CASA PIEDRA.
 BA0371'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BA0371'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BA0371'DIRT ROAD, THENCE ABOUT 8.1 MILE SOUTHEAST ALONG A GRADED DIRT ROAD.
 BA0371'33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.3 MILE
 BA0371'WEST-NORTHWEST OF A FLAT TOPPED HILL, ABOUT 1.2 MILE SOUTHEAST OF THE
 BA0371'CENTER LINE OF A WIDE WASH, ABOUT 0.3 MILE NORTHWEST OF A CATTLE GUARD
 BA0371'ACROSS THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0126 ***********************************************************************
 BB0126  DESIGNATION -  N 737
 BB0126  PID         -  BB0126
 BB0126  STATE/COUNTY-  TX/PRESIDIO
 BB0126  USGS QUAD   -  PLATA NE (1983)
 BB0126
 BB0126                         *CURRENT SURVEY CONTROL
 BB0126  ___________________________________________________________________
 BB0126* NAD 83(1986)-  29 59 54.     (N)    104 01 06.     (W)     SCALED    
 BB0126* NAVD 88     -      1247.788  (meters)    4093.78   (feet)  ADJUSTED  
 BB0126  ___________________________________________________________________
 BB0126  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BB0126  DYNAMIC HT  -        1245.715 (meters)    4086.98  (feet)  COMP
 BB0126  MODELED GRAV-     978,937.9   (mgal)                       NAVD 88
 BB0126
 BB0126  VERT ORDER  -  SECOND    CLASS 0
 BB0126
 BB0126.The horizontal coordinates were scaled from a topographic map and have
 BB0126.an estimated accuracy of +/- 6 seconds.
 BB0126
 BB0126.The orthometric height was determined by differential leveling
 BB0126.and adjusted by the National Geodetic Survey in June 1991..
 BB0126
 BB0126.The geoid height was determined by GEOID03.
 BB0126
 BB0126.The dynamic height is computed by dividing the NAVD 88
 BB0126.geopotential number by the normal gravity value computed on the
 BB0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0126.degrees latitude (g = 980.6199 gals.).
 BB0126
 BB0126.The modeled gravity was interpolated from observed gravity values.
 BB0126
 BB0126;                    North         East    Units  Estimated Accuracy
 BB0126;SPC TXSC     - 4,250,330.      115,970.      MT  (+/- 180 meters Scaled)
 BB0126
 BB0126                          SUPERSEDED SURVEY CONTROL
 BB0126
 BB0126  NGVD 29 (??/??/92) 1247.352  (m)         4092.35   (f) ADJ UNCH    2 0
 BB0126
 BB0126.Superseded values are not recommended for survey control.
 BB0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0126.See file dsdata.txt to determine how the superseded data were derived.
 BB0126
 BB0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP946190(NAD 83)
 BB0126_MARKER: DB = BENCH MARK DISK
 BB0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0126_STAMPING: N 737 1943
 BB0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0126+STABILITY: SURFACE MOTION
 BB0126
 BB0126  HISTORY     - Date     Condition        Report By
 BB0126  HISTORY     - 1943     MONUMENTED       CGS
 BB0126  HISTORY     - 1958     GOOD             NGS
 BB0126
 BB0126                          STATION DESCRIPTION
 BB0126
 BB0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0126'9.6 MI N FROM PLATA.
 BB0126'ABOUT 9.6 MILES NORTH ALONG FARM ROAD 169 FROM THE RAILROAD SECTION
 BB0126'FOREMANS HOUSE AT PLATA, 49 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BB0126'ABOUT 0.1 MILE NORTH OF A HILL, ABOUT 0.45 MILE SOUTH OF A PRIVATE
 BB0126'ROAD LEADING SOUTHEAST, 3 1/2 FEET SOUTHWEST OF A TEE FENCE, 2 1/2
 BB0126'FEET WEST OF A WOVEN WIRE FENCE, 1 FOOT NORTH OF A WHITE WOODEN
 BB0126'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0327 ***********************************************************************
 BA0327  DESIGNATION -  N 738
 BA0327  PID         -  BA0327
 BA0327  STATE/COUNTY-  TX/PRESIDIO
 BA0327  USGS QUAD   -  MC KINNEY MOUNTAIN (1983)
 BA0327
 BA0327                         *CURRENT SURVEY CONTROL
 BA0327  ___________________________________________________________________
 BA0327* NAD 83(1986)-  29 48 21.     (N)    103 51 18.     (W)     SCALED    
 BA0327* NAVD 88     -      1155.684  (meters)    3791.61   (feet)  POSTED    
 BA0327  ___________________________________________________________________
 BA0327  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BA0327  DYNAMIC HT  -        1153.790 (meters)    3785.39  (feet)  COMP
 BA0327  MODELED GRAV-     978,962.4   (mgal)                       NAVD 88
 BA0327
 BA0327  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0327
 BA0327.The horizontal coordinates were scaled from a topographic map and have
 BA0327.an estimated accuracy of +/- 6 seconds.
 BA0327
 BA0327.The orthometric height was determined by differential leveling
 BA0327.and adjusted by the National Geodetic Survey in 1992..
 BA0327.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0327.rate of 2.1 thru 3.0 mm/km.
 BA0327
 BA0327.The geoid height was determined by GEOID03.
 BA0327
 BA0327.The dynamic height is computed by dividing the NAVD 88
 BA0327.geopotential number by the normal gravity value computed on the
 BA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0327.degrees latitude (g = 980.6199 gals.).
 BA0327
 BA0327.The modeled gravity was interpolated from observed gravity values.
 BA0327
 BA0327;                    North         East    Units  Estimated Accuracy
 BA0327;SPC TXSC     - 4,228,350.      130,830.      MT  (+/- 180 meters Scaled)
 BA0327
 BA0327                          SUPERSEDED SURVEY CONTROL
 BA0327
 BA0327  NGVD 29 (??/??/92) 1155.292  (m)         3790.32   (f) ADJ UNCH    2 0
 BA0327
 BA0327.Superseded values are not recommended for survey control.
 BA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0327.See file dsdata.txt to determine how the superseded data were derived.
 BA0327
 BA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN106978(NAD 83)
 BA0327_MARKER: DB = BENCH MARK DISK
 BA0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0327_STAMPING: N 738 1943
 BA0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0327+STABILITY: SURFACE MOTION
 BA0327
 BA0327  HISTORY     - Date     Condition        Report By
 BA0327  HISTORY     - 1943     MONUMENTED       CGS
 BA0327  HISTORY     - 1958     GOOD             NGS
 BA0327
 BA0327                          STATION DESCRIPTION
 BA0327
 BA0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0327'12.2 MI SW FROM O 2 RANCH.
 BA0327'ABOUT 4.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH TO
 BA0327'THE WILSON RANCH BUILDINGS, THENCE ABOUT 3.35 MILES WEST ALONG A TRACK
 BA0327'ROAD AND WYE JUNCTION, THENCE ABOUT 0.55 MILE WEST ALONG A DIM TRACK
 BA0327'ROAD TO A CREEK BOTTOM, CONTINUE ACROSS CREEK, THENCE ABOUT 2.0 MILES
 BA0327'WEST ALONG A TRACK ROAD TO GATE AND FENCE CORNER, CONTINUE THROUGH
 BA0327'GATE, THENCE 0.7 MILES WEST ALONG FENCE, THENCE 0.65 MILE NORTHWEST
 BA0327'ALONG A TRACK ROAD TO A WIRE GATE, CONTINUE THROUGH GATE, THENCE 0.7
 BA0327'MILE WEST ALONG A TRACK ROAD TO CREEK.  243 FEET SOUTHWEST OF THE
 BA0327'CENTER LINE OF CREEK, ABOUT 0.1 MILE NORTHWEST OF A DIRT LEVEE, 270
 BA0327'FEET EAST OF A DIRT LEVEE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 BA0327'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. NOTE--
 BA0327'THIS MARK IS ABOUT 2.2 MILES EAST OF THE C. L. HANCOCK RANCH HOUSE, OR
 BA0327'ABOUT 1.0 MILE EAST ACROSS A CULTIVATED FIELD FROM BENCH MARK M 738.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0131 ***********************************************************************
 BB0131  DESIGNATION -  N 739
 BB0131  PID         -  BB0131
 BB0131  STATE/COUNTY-  TX/PRESIDIO
 BB0131  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0131
 BB0131                         *CURRENT SURVEY CONTROL
 BB0131  ___________________________________________________________________
 BB0131* NAD 83(1986)-  29 37 16.     (N)    104 27 24.     (W)     SCALED    
 BB0131* NAVD 88     -       798.625  (meters)    2620.16   (feet)  ADJUSTED  
 BB0131  ___________________________________________________________________
 BB0131  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BB0131  DYNAMIC HT  -         797.330 (meters)    2615.91  (feet)  COMP
 BB0131  MODELED GRAV-     978,996.3   (mgal)                       NAVD 88
 BB0131
 BB0131  VERT ORDER  -  SECOND    CLASS 0
 BB0131
 BB0131.The horizontal coordinates were scaled from a topographic map and have
 BB0131.an estimated accuracy of +/- 6 seconds.
 BB0131
 BB0131.The orthometric height was determined by differential leveling
 BB0131.and adjusted by the National Geodetic Survey in June 1991..
 BB0131
 BB0131.The geoid height was determined by GEOID03.
 BB0131
 BB0131.The dynamic height is computed by dividing the NAVD 88
 BB0131.geopotential number by the normal gravity value computed on the
 BB0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0131.degrees latitude (g = 980.6199 gals.).
 BB0131
 BB0131.The modeled gravity was interpolated from observed gravity values.
 BB0131
 BB0131;                    North         East    Units  Estimated Accuracy
 BB0131;SPC TXSC     - 4,210,460.       71,780.      MT  (+/- 180 meters Scaled)
 BB0131
 BB0131                          SUPERSEDED SURVEY CONTROL
 BB0131
 BB0131  NGVD 29 (??/??/92)  798.206  (m)         2618.78   (f) ADJ UNCH    2 0
 BB0131
 BB0131.Superseded values are not recommended for survey control.
 BB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0131.See file dsdata.txt to determine how the superseded data were derived.
 BB0131
 BB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN526769(NAD 83)
 BB0131_MARKER: DB = BENCH MARK DISK
 BB0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0131_STAMPING: N 739 1943
 BB0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0131+STABILITY: SURFACE MOTION
 BB0131
 BB0131  HISTORY     - Date     Condition        Report By
 BB0131  HISTORY     - 1943     MONUMENTED       CGS
 BB0131  HISTORY     - 1973     GOOD             NGS
 BB0131
 BB0131                          STATION DESCRIPTION
 BB0131
 BB0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0131'7.55 MI NW FROM PRESIDIO.
 BB0131'THIS MARK IS 7.55 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE
 BB0131'POST OFFICE AT PRESIDIO, PRESIDIO COUNTY, 30.0 FEET SOUTHEAST OF THE
 BB0131'CENTERLINE OF A ROAD RUNNING SOUTHWEST TO LUIS V. QUESADAS HOUSE, 88.0
 BB0131'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 50.0 FEET NORTHWEST OF
 BB0131'THE NORTHWEST END OF A BRIDGE, PROJECTING 5-INCHES ABOVE THE GROUND,
 BB0131'2.0 FEET NORTHEAST OF A WHITE REFERENCE POST.
 BB0131
 BB0131                          STATION RECOVERY (1973)
 BB0131
 BB0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0385 ***********************************************************************
 CA0385  DESIGNATION -  N 74
 CA0385  PID         -  CA0385
 CA0385  STATE/COUNTY-  TX/COLEMAN
 CA0385  USGS QUAD   -  BANGS WEST (1987)
 CA0385
 CA0385                         *CURRENT SURVEY CONTROL
 CA0385  ___________________________________________________________________
 CA0385* NAD 83(1986)-  31 43 23.     (N)    099 14 09.     (W)     SCALED    
 CA0385* NAVD 88     -       481.823  (meters)    1580.78   (feet)  ADJUSTED  
 CA0385  ___________________________________________________________________
 CA0385  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA0385  DYNAMIC HT  -         481.190 (meters)    1578.70  (feet)  COMP
 CA0385  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 CA0385
 CA0385  VERT ORDER  -  FIRST     CLASS II
 CA0385
 CA0385.The horizontal coordinates were scaled from a topographic map and have
 CA0385.an estimated accuracy of +/- 6 seconds.
 CA0385
 CA0385.The orthometric height was determined by differential leveling
 CA0385.and adjusted by the National Geodetic Survey in June 1991..
 CA0385
 CA0385.The geoid height was determined by GEOID03.
 CA0385
 CA0385.The dynamic height is computed by dividing the NAVD 88
 CA0385.geopotential number by the normal gravity value computed on the
 CA0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0385.degrees latitude (g = 980.6199 gals.).
 CA0385
 CA0385.The modeled gravity was interpolated from observed gravity values.
 CA0385
 CA0385;                    North         East    Units  Estimated Accuracy
 CA0385;SPC TX C     - 3,228,480.      804,010.      MT  (+/- 180 meters Scaled)
 CA0385
 CA0385                          SUPERSEDED SURVEY CONTROL
 CA0385
 CA0385  NGVD 29 (??/??/92)  481.716  (m)         1580.43   (f) ADJ UNCH    1 2
 CA0385
 CA0385.Superseded values are not recommended for survey control.
 CA0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0385.See file dsdata.txt to determine how the superseded data were derived.
 CA0385
 CA0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA776097(NAD 83)
 CA0385_MARKER: DB = BENCH MARK DISK
 CA0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0385_STAMPING: 1580.256 N 74 1931
 CA0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0385+STABILITY: SURFACE MOTION
 CA0385
 CA0385  HISTORY     - Date     Condition        Report By
 CA0385  HISTORY     - 1931     MONUMENTED       CGS
 CA0385  HISTORY     - 1944     GOOD             NGS
 CA0385  HISTORY     - 1962     GOOD             USGS
 CA0385
 CA0385                          STATION DESCRIPTION
 CA0385
 CA0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CA0385'5.4 MI SE FROM SANTA ANNA.
 CA0385'5.4 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0385'THE STATION AT SANTA ANNA, COLEMAN COUNTY, AT OBREGON, 13-1/2 FEET
 CA0385'SOUTH OF THE STATION SIGN, 11-1/2 POLES WEST OF MILEPOST 364, 32.1
 CA0385'FEET SOUTH OF THE SOUTH RAIL, AND 14 FEET NORTH OF A FENCE.  A
 CA0385'STANDARD DISK, STAMPED 1580.256 N 74 1931 AND SET IN THE TOP OF A
 CA0385'CONCRETE POST.
 CA0385
 CA0385                          STATION RECOVERY (1962)
 CA0385
 CA0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0101 ***********************************************************************
 BA0101  DESIGNATION -  N 741
 BA0101  PID         -  BA0101
 BA0101  STATE/COUNTY-  TX/BREWSTER
 BA0101  USGS QUAD   -  MARAVILLAS GAP (1983)
 BA0101
 BA0101                         *CURRENT SURVEY CONTROL
 BA0101  ___________________________________________________________________
 BA0101* NAD 83(1986)-  29 52 38.     (N)    103 15 03.     (W)     SCALED    
 BA0101* NAVD 88     -       993.767  (meters)    3260.38   (feet)  ADJUSTED  
 BA0101  ___________________________________________________________________
 BA0101  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 BA0101  DYNAMIC HT  -         992.174 (meters)    3255.16  (feet)  COMP
 BA0101  MODELED GRAV-     979,005.8   (mgal)                       NAVD 88
 BA0101
 BA0101  VERT ORDER  -  SECOND    CLASS 0
 BA0101
 BA0101.The horizontal coordinates were scaled from a topographic map and have
 BA0101.an estimated accuracy of +/- 6 seconds.
 BA0101
 BA0101.The orthometric height was determined by differential leveling
 BA0101.and adjusted by the National Geodetic Survey in June 1991..
 BA0101
 BA0101.The geoid height was determined by GEOID03.
 BA0101
 BA0101.The dynamic height is computed by dividing the NAVD 88
 BA0101.geopotential number by the normal gravity value computed on the
 BA0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0101.degrees latitude (g = 980.6199 gals.).
 BA0101
 BA0101.The modeled gravity was interpolated from observed gravity values.
 BA0101
 BA0101;                    North         East    Units  Estimated Accuracy
 BA0101;SPC TXSC     - 4,233,980.      189,480.      MT  (+/- 180 meters Scaled)
 BA0101
 BA0101                          SUPERSEDED SURVEY CONTROL
 BA0101
 BA0101  NGVD 29 (??/??/92)  993.402  (m)         3259.19   (f) ADJ UNCH    2 0
 BA0101
 BA0101.Superseded values are not recommended for survey control.
 BA0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0101.See file dsdata.txt to determine how the superseded data were derived.
 BA0101
 BA0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP689064(NAD 83)
 BA0101_MARKER: DB = BENCH MARK DISK
 BA0101_SETTING: 66 = SET IN ROCK OUTCROP
 BA0101_SP_SET: BEDROCK
 BA0101_STAMPING: N 741 1943
 BA0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0101+STABILITY: POSITION/ELEVATION WELL
 BA0101
 BA0101  HISTORY     - Date     Condition        Report By
 BA0101  HISTORY     - 1943     MONUMENTED       CGS
 BA0101  HISTORY     - 1966     GOOD             NGS
 BA0101  HISTORY     - 1975     MARK NOT FOUND   USGS
 BA0101  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0101
 BA0101                          STATION DESCRIPTION
 BA0101
 BA0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0101'16.45 MI N FROM PERSIMMON GAP.
 BA0101'ABOUT 16.45 MILES NORTH ALONG U.S. HIGHWAY 385 FROM PERSIMMON GAP
 BA0101'MONUMENT, IN THE TOP OF CALICHE BEDROCK IN THE BOTTOM OF A 7-FOOT
 BA0101'WASH, SURROUNDED BY A CIRCLE OF ROCKS, 163 YARDS NORTHEAST OF THE
 BA0101'CENTERLINE OF THE HIGHWAY, 143 YARDS NORTHEAST OF CONCRETE HIGHWAY
 BA0101'MARKER NUMBER 1272+34, 142 YARDS NORTHEAST OF THE NORTHEAST HIGHWAY
 BA0101'RIGHT OF WAY FENCE, AND 40 FEET WEST OF THE CENTERLINE OF THE OLD
 BA0101'ROAD.
 BA0101
 BA0101                          STATION RECOVERY (1975)
 BA0101
 BA0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BA0101'MARK NOT FOUND.
 BA0101
 BA0101                          STATION RECOVERY (2001)
 BA0101
 BA0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0101'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0158 ***********************************************************************
 BA0158  DESIGNATION -  N 742
 BA0158  PID         -  BA0158
 BA0158  STATE/COUNTY-  TX/BREWSTER
 BA0158  USGS QUAD   -  SAN VICENTE (1971)
 BA0158
 BA0158                         *CURRENT SURVEY CONTROL
 BA0158  ___________________________________________________________________
 BA0158* NAD 83(1986)-  29 08 36.     (N)    103 01 29.     (W)     SCALED    
 BA0158* NAVD 88     -       572.565  (meters)    1878.49   (feet)  ADJUSTED  
 BA0158  ___________________________________________________________________
 BA0158  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0158  DYNAMIC HT  -         571.663 (meters)    1875.53  (feet)  COMP
 BA0158  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 BA0158
 BA0158  VERT ORDER  -  FIRST     CLASS II
 BA0158
 BA0158.The horizontal coordinates were scaled from a topographic map and have
 BA0158.an estimated accuracy of +/- 6 seconds.
 BA0158
 BA0158.The orthometric height was determined by differential leveling
 BA0158.and adjusted by the National Geodetic Survey in June 1991..
 BA0158
 BA0158.The geoid height was determined by GEOID03.
 BA0158
 BA0158.The dynamic height is computed by dividing the NAVD 88
 BA0158.geopotential number by the normal gravity value computed on the
 BA0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0158.degrees latitude (g = 980.6199 gals.).
 BA0158
 BA0158.The modeled gravity was interpolated from observed gravity values.
 BA0158
 BA0158;                    North         East    Units  Estimated Accuracy
 BA0158;SPC TXSC     - 4,151,920.      208,510.      MT  (+/- 180 meters Scaled)
 BA0158
 BA0158                          SUPERSEDED SURVEY CONTROL
 BA0158
 BA0158  NGVD 29 (??/??/92)  572.223  (m)         1877.37   (f) ADJ UNCH    1 2
 BA0158
 BA0158.Superseded values are not recommended for survey control.
 BA0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0158.See file dsdata.txt to determine how the superseded data were derived.
 BA0158
 BA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN921254(NAD 83)
 BA0158_MARKER: DB = BENCH MARK DISK
 BA0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0158_STAMPING: N 742 1943
 BA0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0158+STABILITY: SURFACE MOTION
 BA0158
 BA0158  HISTORY     - Date     Condition        Report By
 BA0158  HISTORY     - 1943     MONUMENTED       CGS
 BA0158  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0158  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 BA0158
 BA0158                          STATION DESCRIPTION
 BA0158
 BA0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0158'1.0 MI W FROM SAN VICENTE.
 BA0158'ABOUT 1 MILE EAST OF P 742, 0.2 MILE WEST OF TWO WHITE BUNGALOWS, 0.1
 BA0158'MILE SOUTHEAST OF A DRAW, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BA0158'ROAD, AND 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 BA0158'DISK, STAMPED N 742 1943 AND SET IN THE TOP OF A CONCRETE POST.
 BA0158
 BA0158                          STATION RECOVERY (2003)
 BA0158
 BA0158'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0151 ***********************************************************************
 BP0151  DESIGNATION -  N 743
 BP0151  PID         -  BP0151
 BP0151  STATE/COUNTY-  TX/BREWSTER
 BP0151  USGS QUAD   -  FRESNO CREEK (1968)
 BP0151
 BP0151                         *CURRENT SURVEY CONTROL
 BP0151  ___________________________________________________________________
 BP0151* NAD 83(1986)-  30 01 57.     (N)    102 38 38.     (W)     SCALED    
 BP0151* NAVD 88     -       830.797  (meters)    2725.71   (feet)  ADJUSTED  
 BP0151  ___________________________________________________________________
 BP0151  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BP0151  DYNAMIC HT  -         829.513 (meters)    2721.49  (feet)  COMP
 BP0151  MODELED GRAV-     979,069.5   (mgal)                       NAVD 88
 BP0151
 BP0151  VERT ORDER  -  FIRST     CLASS II
 BP0151
 BP0151.The horizontal coordinates were scaled from a topographic map and have
 BP0151.an estimated accuracy of +/- 6 seconds.
 BP0151
 BP0151.The orthometric height was determined by differential leveling
 BP0151.and adjusted by the National Geodetic Survey in June 1991..
 BP0151
 BP0151.The geoid height was determined by GEOID03.
 BP0151
 BP0151.The dynamic height is computed by dividing the NAVD 88
 BP0151.geopotential number by the normal gravity value computed on the
 BP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0151.degrees latitude (g = 980.6199 gals.).
 BP0151
 BP0151.The modeled gravity was interpolated from observed gravity values.
 BP0151
 BP0151;                    North         East    Units  Estimated Accuracy
 BP0151;SPC TXSC     - 4,249,210.      248,610.      MT  (+/- 180 meters Scaled)
 BP0151
 BP0151                          SUPERSEDED SURVEY CONTROL
 BP0151
 BP0151  NGVD 29 (??/??/92)  830.518  (m)         2724.79   (f) ADJ UNCH    1 2
 BP0151
 BP0151.Superseded values are not recommended for survey control.
 BP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0151.See file dsdata.txt to determine how the superseded data were derived.
 BP0151
 BP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP272247(NAD 83)
 BP0151_MARKER: DB = BENCH MARK DISK
 BP0151_SETTING: 66 = SET IN ROCK OUTCROP
 BP0151_SP_SET: LIMESTONE ROCK
 BP0151_STAMPING: N 743 1943
 BP0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0151+STABILITY: POSITION/ELEVATION WELL
 BP0151
 BP0151  HISTORY     - Date     Condition        Report By
 BP0151  HISTORY     - 1943     MONUMENTED       CGS
 BP0151  HISTORY     - 1958     GOOD             NGS
 BP0151
 BP0151                          STATION DESCRIPTION
 BP0151
 BP0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0151'12.65 MI S FROM LONGFELLOW.
 BP0151'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0151'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 11.65 MILES SOUTH
 BP0151'ALONG A DIRT ROAD.  IN THE TOP OF A LIMESTONE ROCK, 104 FEET EAST OF
 BP0151'THE CENTER LINE OF THE ROAD, ABOUT 0.65 MILE SOUTH OF A CATTLE GUARD
 BP0151'ACROSS THE ROAD, ABOUT 0.35 MILE NORTH OF A CATTLE GUARD ACROSS THE
 BP0151'ROAD 55 FEET EAST OF A FENCE, 1 FOOT NORTHWEST OF A LARGE CAIRN, AND
 BP0151'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0179 ***********************************************************************
 BB0179  DESIGNATION -  N 744
 BB0179  PID         -  BB0179
 BB0179  STATE/COUNTY-  TX/PRESIDIO
 BB0179  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0179
 BB0179                         *CURRENT SURVEY CONTROL
 BB0179  ___________________________________________________________________
 BB0179* NAD 83(1986)-  29 29 35.     (N)    104 04 26.     (W)     SCALED    
 BB0179* NAVD 88     -      1144.545  (meters)    3755.06   (feet)  ADJUSTED  
 BB0179  ___________________________________________________________________
 BB0179  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BB0179  DYNAMIC HT  -        1142.629 (meters)    3748.78  (feet)  COMP
 BB0179  MODELED GRAV-     978,929.7   (mgal)                       NAVD 88
 BB0179
 BB0179  VERT ORDER  -  FIRST     CLASS II
 BB0179
 BB0179.The horizontal coordinates were scaled from a topographic map and have
 BB0179.an estimated accuracy of +/- 6 seconds.
 BB0179
 BB0179.The orthometric height was determined by differential leveling
 BB0179.and adjusted by the National Geodetic Survey in June 1991..
 BB0179
 BB0179.The geoid height was determined by GEOID03.
 BB0179
 BB0179.The dynamic height is computed by dividing the NAVD 88
 BB0179.geopotential number by the normal gravity value computed on the
 BB0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0179.degrees latitude (g = 980.6199 gals.).
 BB0179
 BB0179.The modeled gravity was interpolated from observed gravity values.
 BB0179
 BB0179;                    North         East    Units  Estimated Accuracy
 BB0179;SPC TXSC     - 4,194,610.      108,190.      MT  (+/- 180 meters Scaled)
 BB0179
 BB0179                          SUPERSEDED SURVEY CONTROL
 BB0179
 BB0179  NGVD 29 (??/??/92) 1144.189  (m)         3753.89   (f) ADJ UNCH    1 2
 BB0179
 BB0179.Superseded values are not recommended for survey control.
 BB0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0179.See file dsdata.txt to determine how the superseded data were derived.
 BB0179
 BB0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN897629(NAD 83)
 BB0179_MARKER: DB = BENCH MARK DISK
 BB0179_SETTING: 66 = SET IN ROCK OUTCROP
 BB0179_SP_SET: SANDSTONE OUTCROP
 BB0179_STAMPING: N 744 1943
 BB0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0179+STABILITY: POSITION/ELEVATION WELL
 BB0179
 BB0179  HISTORY     - Date     Condition        Report By
 BB0179  HISTORY     - 1943     MONUMENTED       CGS
 BB0179  HISTORY     - 1971     GOOD             USGS
 BB0179
 BB0179                          STATION DESCRIPTION
 BB0179
 BB0179'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BB0179'10.2 MI SE FROM BOTILLA RANCH HDQTRS.
 BB0179'AT THE TOP OF A RISE ON THE WEST SIDE OF A DRAW, ABOUT 400 FEET NORTH
 BB0179'OF THE CENTERLINE OF THE ROAD, ABOUT 100 FEET WEST OF THE CENTERLINE
 BB0179'OF THE DRAW, AND IN A SANDSTONE OUTCROP.  A DISK, STAMPED N 744 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0059 ***********************************************************************
 BA0059  DESIGNATION -  N 745
 BA0059  PID         -  BA0059
 BA0059  STATE/COUNTY-  TX/BREWSTER
 BA0059  USGS QUAD   -  HOOD SPRING SE (1983)
 BA0059
 BA0059                         *CURRENT SURVEY CONTROL
 BA0059  ___________________________________________________________________
 BA0059* NAD 83(1986)-  29 47 33.     (N)    103 04 49.     (W)     SCALED    
 BA0059* NAVD 88     -       864.453  (meters)    2836.13   (feet)  ADJUSTED  
 BA0059  ___________________________________________________________________
 BA0059  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BA0059  DYNAMIC HT  -         863.086 (meters)    2831.64  (feet)  COMP
 BA0059  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 BA0059
 BA0059  VERT ORDER  -  FIRST     CLASS II
 BA0059
 BA0059.The horizontal coordinates were scaled from a topographic map and have
 BA0059.an estimated accuracy of +/- 6 seconds.
 BA0059
 BA0059.The orthometric height was determined by differential leveling
 BA0059.and adjusted by the National Geodetic Survey in June 1991..
 BA0059
 BA0059.The geoid height was determined by GEOID03.
 BA0059
 BA0059.The dynamic height is computed by dividing the NAVD 88
 BA0059.geopotential number by the normal gravity value computed on the
 BA0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0059.degrees latitude (g = 980.6199 gals.).
 BA0059
 BA0059.The modeled gravity was interpolated from observed gravity values.
 BA0059
 BA0059;                    North         East    Units  Estimated Accuracy
 BA0059;SPC TXSC     - 4,224,010.      205,610.      MT  (+/- 180 meters Scaled)
 BA0059
 BA0059                          SUPERSEDED SURVEY CONTROL
 BA0059
 BA0059  NGVD 29 (??/??/92)  864.119  (m)         2835.03   (f) ADJ UNCH    1 2
 BA0059
 BA0059.Superseded values are not recommended for survey control.
 BA0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0059.See file dsdata.txt to determine how the superseded data were derived.
 BA0059
 BA0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN855973(NAD 83)
 BA0059_MARKER: DB = BENCH MARK DISK
 BA0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0059_STAMPING: N 745 1943
 BA0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0059+STABILITY: SURFACE MOTION
 BA0059
 BA0059  HISTORY     - Date     Condition        Report By
 BA0059  HISTORY     - 1943     MONUMENTED       CGS
 BA0059  HISTORY     - 1966     GOOD             NGS
 BA0059  HISTORY     - 1976     GOOD             USGS
 BA0059
 BA0059                          STATION DESCRIPTION
 BA0059
 BA0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0059'11.75 MI NE FROM PERSIMMON GAP.
 BA0059'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0059'PERSIMMON GAP, THENCE 5.45 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0059'38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.6 MILES NORTHEAST OF
 BA0059'THE JUNCTION OF A TRACK ROAD LEADING NORTH, ON THE INSIDE OF A CURVE,
 BA0059'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BA0059'CONCRETE POST PROJECTING 7 INCHES.
 BA0059
 BA0059                          STATION RECOVERY (1976)
 BA0059
 BA0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0059'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0059'OF THE LANDING STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS, GO WEST
 BA0059'ON THE COUNTY ROAD FOR 6.1 MILES TO A CATTLE GUARD IN A NORTH-SOUTH
 BA0059'FENCE. CROSS THE CATTLE GUARD AND CONTINUE WEST ON THE COUNTY ROAD
 BA0059'FOR 2.7 MILES TO A Y FORK WITH A TRACK ROAD TO THE SOUTHWEST. TAKE
 BA0059'THE LEFT FORK AND GO SOUTHWEST ON THE TRACK ROAD FOR 1.75 MILES TO
 BA0059'THE MARK ON THE LEFT. THE MARK IS ABOUT 0.7 MILE NORTHEAST OF A FENCE
 BA0059'RUNNING NORTHWEST-SOUTHEAST, ON THE INSIDE OF A SLIGHT CURVE IN THE
 BA0059'TRACK ROAD, 38 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 2
 BA0059'FEET NORTH OF A WOODEN WITNESS POST AND AT ABOUT THE SAME ELEVATION
 BA0059'AS THE ROAD. IT IS A STANDARD DISK SET IN THE TOP OF A SIX INCH
 BA0059'SQUARE CONCRETE POST, PROJECTING SIX INCHES, STAMPED N 745 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0133 ***********************************************************************
 BA0133  DESIGNATION -  N 746
 BA0133  PID         -  BA0133
 BA0133  STATE/COUNTY-  TX/BREWSTER
 BA0133  USGS QUAD   -  REED CAMP (1971)
 BA0133
 BA0133                         *CURRENT SURVEY CONTROL
 BA0133  ___________________________________________________________________
 BA0133* NAD 83(1986)-  29 02 38.     (N)    103 16 45.     (W)     SCALED    
 BA0133* NAVD 88     -       665.572  (meters)    2183.63   (feet)  ADJUSTED  
 BA0133  ___________________________________________________________________
 BA0133  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BA0133  DYNAMIC HT  -         664.505 (meters)    2180.13  (feet)  COMP
 BA0133  MODELED GRAV-     979,019.0   (mgal)                       NAVD 88
 BA0133
 BA0133  VERT ORDER  -  FIRST     CLASS II
 BA0133
 BA0133.The horizontal coordinates were scaled from a topographic map and have
 BA0133.an estimated accuracy of +/- 6 seconds.
 BA0133
 BA0133.The orthometric height was determined by differential leveling
 BA0133.and adjusted by the National Geodetic Survey in June 1991..
 BA0133
 BA0133.The geoid height was determined by GEOID03.
 BA0133
 BA0133.The dynamic height is computed by dividing the NAVD 88
 BA0133.geopotential number by the normal gravity value computed on the
 BA0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0133.degrees latitude (g = 980.6199 gals.).
 BA0133
 BA0133.The modeled gravity was interpolated from observed gravity values.
 BA0133
 BA0133;                    North         East    Units  Estimated Accuracy
 BA0133;SPC TXSC     - 4,141,790.      183,360.      MT  (+/- 180 meters Scaled)
 BA0133
 BA0133                          SUPERSEDED SURVEY CONTROL
 BA0133
 BA0133  NGVD 29 (??/??/92)  665.196  (m)         2182.40   (f) ADJ UNCH    1 2
 BA0133
 BA0133.Superseded values are not recommended for survey control.
 BA0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0133.See file dsdata.txt to determine how the superseded data were derived.
 BA0133
 BA0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN675140(NAD 83)
 BA0133_MARKER: DB = BENCH MARK DISK
 BA0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0133_STAMPING: N 746 1943
 BA0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0133+STABILITY: SURFACE MOTION
 BA0133
 BA0133  HISTORY     - Date     Condition        Report By
 BA0133  HISTORY     - 1943     MONUMENTED       CGS
 BA0133  HISTORY     - 1958     GOOD             NGS
 BA0133
 BA0133                          STATION DESCRIPTION
 BA0133
 BA0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0133'22.6 MI SE FROM CASTOLON.
 BA0133'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0133'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0133'5.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  67 FEET SOUTHWEST OF
 BA0133'THE CENTER LINE OF THE ROAD, AT THE CREST OF A SMALL HILL, 2 FEET
 BA0133'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 BA0133'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BA0133'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0038 ***********************************************************************
 BA0038  DESIGNATION -  N 747
 BA0038  PID         -  BA0038
 BA0038  STATE/COUNTY-  TX/BREWSTER
 BA0038  USGS QUAD   -  BONE SPRING (1971)
 BA0038
 BA0038                         *CURRENT SURVEY CONTROL
 BA0038  ___________________________________________________________________
 BA0038* NAD 83(1986)-  29 35 43.     (N)    103 08 30.     (W)     SCALED    
 BA0038* NAVD 88     -       793.040  (meters)    2601.83   (feet)  ADJUSTED  
 BA0038  ___________________________________________________________________
 BA0038  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BA0038  DYNAMIC HT  -         791.787 (meters)    2597.72  (feet)  COMP
 BA0038  MODELED GRAV-     979,037.1   (mgal)                       NAVD 88
 BA0038
 BA0038  VERT ORDER  -  FIRST     CLASS II
 BA0038
 BA0038.The horizontal coordinates were scaled from a topographic map and have
 BA0038.an estimated accuracy of +/- 6 seconds.
 BA0038
 BA0038.The orthometric height was determined by differential leveling
 BA0038.and adjusted by the National Geodetic Survey in June 1991..
 BA0038
 BA0038.The geoid height was determined by GEOID03.
 BA0038
 BA0038.The dynamic height is computed by dividing the NAVD 88
 BA0038.geopotential number by the normal gravity value computed on the
 BA0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0038.degrees latitude (g = 980.6199 gals.).
 BA0038
 BA0038.The modeled gravity was interpolated from observed gravity values.
 BA0038
 BA0038;                    North         East    Units  Estimated Accuracy
 BA0038;SPC TXSC     - 4,202,370.      198,910.      MT  (+/- 180 meters Scaled)
 BA0038
 BA0038                          SUPERSEDED SURVEY CONTROL
 BA0038
 BA0038  NGVD 29 (??/??/92)  792.702  (m)         2600.72   (f) ADJ UNCH    1 2
 BA0038
 BA0038.Superseded values are not recommended for survey control.
 BA0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0038.See file dsdata.txt to determine how the superseded data were derived.
 BA0038
 BA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN799753(NAD 83)
 BA0038_MARKER: DB = BENCH MARK DISK
 BA0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0038_STAMPING: N 747 1943
 BA0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0038+STABILITY: SURFACE MOTION
 BA0038
 BA0038  HISTORY     - Date     Condition        Report By
 BA0038  HISTORY     - 1943     MONUMENTED       CGS
 BA0038  HISTORY     - 1967     GOOD             NGS
 BA0038  HISTORY     - 20010331 GOOD             NGS
 BA0038
 BA0038                          STATION DESCRIPTION
 BA0038
 BA0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0038'5.8 MI S FROM PERSIMMON GAP.
 BA0038'ABOUT 5.8 MILES SOUTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0038'PERSIMMON GAP, 59 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 0.25
 BA0038'MILES SOUTH OF A BRIDGE OVER NINE POINT DRAW, 1 FOOT WEST OF A WHITE
 BA0038'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 BA0038'CONCRETE POST PROJECTING 8 INCHES.
 BA0038
 BA0038                          STATION RECOVERY (2001)
 BA0038
 BA0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0038'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0012 ***********************************************************************
 BA0012  DESIGNATION -  N 748
 BA0012  PID         -  BA0012
 BA0012  STATE/COUNTY-  TX/BREWSTER
 BA0012  USGS QUAD   -  DOVE MOUNTAIN (1983)
 BA0012
 BA0012                         *CURRENT SURVEY CONTROL
 BA0012  ___________________________________________________________________
 BA0012* NAD 83(1986)-  29 49 01.     (N)    102 49 54.     (W)     SCALED    
 BA0012* NAVD 88     -       860.352  (meters)    2822.67   (feet)  ADJUSTED  
 BA0012  ___________________________________________________________________
 BA0012  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BA0012  DYNAMIC HT  -         859.004 (meters)    2818.25  (feet)  COMP
 BA0012  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 BA0012
 BA0012  VERT ORDER  -  FIRST     CLASS II
 BA0012
 BA0012.The horizontal coordinates were scaled from a topographic map and have
 BA0012.an estimated accuracy of +/- 6 seconds.
 BA0012
 BA0012.The orthometric height was determined by differential leveling
 BA0012.and adjusted by the National Geodetic Survey in June 1991..
 BA0012
 BA0012.The geoid height was determined by GEOID03.
 BA0012
 BA0012.The dynamic height is computed by dividing the NAVD 88
 BA0012.geopotential number by the normal gravity value computed on the
 BA0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0012.degrees latitude (g = 980.6199 gals.).
 BA0012
 BA0012.The modeled gravity was interpolated from observed gravity values.
 BA0012
 BA0012;                    North         East    Units  Estimated Accuracy
 BA0012;SPC TXSC     - 4,225,910.      229,720.      MT  (+/- 180 meters Scaled)
 BA0012
 BA0012                          SUPERSEDED SURVEY CONTROL
 BA0012
 BA0012  NGVD 29 (??/??/92)  860.040  (m)         2821.65   (f) ADJ UNCH    1 2
 BA0012
 BA0012.Superseded values are not recommended for survey control.
 BA0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0012.See file dsdata.txt to determine how the superseded data were derived.
 BA0012
 BA0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP095004(NAD 83)
 BA0012_MARKER: DB = BENCH MARK DISK
 BA0012_SETTING: 66 = SET IN ROCK OUTCROP
 BA0012_SP_SET: OUTCROP
 BA0012_STAMPING: N 748 1943
 BA0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0012+STABILITY: POSITION/ELEVATION WELL
 BA0012
 BA0012  HISTORY     - Date     Condition        Report By
 BA0012  HISTORY     - 1943     MONUMENTED       CGS
 BA0012  HISTORY     - 1966     GOOD             NGS
 BA0012  HISTORY     - 1976     MARK NOT FOUND   USGS
 BA0012
 BA0012                          STATION DESCRIPTION
 BA0012
 BA0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0012'26.4 MI NE FROM PERSIMMON GAP.
 BA0012'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0012'PERSIMMON GAP, THENCE 20.1 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0012'IN THE TOP OF A LIMESTONE OUTCROP PROJECTING 4 INCHES, 83 FEET WEST OF
 BA0012'THE CENTERLINE OF THE ROAD, ON THE EAST SIDE OF A MESA, 122 FEET
 BA0012'NORTH-NORTHWEST OF THE CENTER OF A WOODEN GATE, 141 FEET NORTH OF A
 BA0012'FENCE, AND 6 FEET ABOVE THE LEVEL OF THE ROAD.
 BA0012
 BA0012                          STATION RECOVERY (1976)
 BA0012
 BA0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0198 ***********************************************************************
 BA0198  DESIGNATION -  N 749
 BA0198  PID         -  BA0198
 BA0198  STATE/COUNTY-  TX/PRESIDIO
 BA0198  USGS QUAD   -  THE SOLITARIO (1971)
 BA0198
 BA0198                         *CURRENT SURVEY CONTROL
 BA0198  ___________________________________________________________________
 BA0198* NAD 83(1986)-  29 24 06.     (N)    103 51 50.     (W)     SCALED    
 BA0198* NAVD 88     -      1009.596  (meters)    3312.32   (feet)  POSTED    
 BA0198  ___________________________________________________________________
 BA0198  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BA0198  DYNAMIC HT  -        1007.920 (meters)    3306.82  (feet)  COMP
 BA0198  MODELED GRAV-     978,953.2   (mgal)                       NAVD 88
 BA0198
 BA0198  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0198
 BA0198.The horizontal coordinates were scaled from a topographic map and have
 BA0198.an estimated accuracy of +/- 6 seconds.
 BA0198
 BA0198.The orthometric height was determined by differential leveling
 BA0198.and adjusted by the National Geodetic Survey in 1992..
 BA0198.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0198.rate of 4.1 thru 8.0 mm/km.
 BA0198
 BA0198.The geoid height was determined by GEOID03.
 BA0198
 BA0198.The dynamic height is computed by dividing the NAVD 88
 BA0198.geopotential number by the normal gravity value computed on the
 BA0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0198.degrees latitude (g = 980.6199 gals.).
 BA0198
 BA0198.The modeled gravity was interpolated from observed gravity values.
 BA0198
 BA0198;                    North         East    Units  Estimated Accuracy
 BA0198;SPC TXSC     - 4,183,630.      128,110.      MT  (+/- 180 meters Scaled)
 BA0198
 BA0198                          SUPERSEDED SURVEY CONTROL
 BA0198
 BA0198  NGVD 29 (??/??/92) 1009.232  (m)         3311.12   (f) ADJ UNCH    1 2
 BA0198
 BA0198.Superseded values are not recommended for survey control.
 BA0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0198.See file dsdata.txt to determine how the superseded data were derived.
 BA0198
 BA0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN102530(NAD 83)
 BA0198_MARKER: DB = BENCH MARK DISK
 BA0198_SETTING: 80 = SET IN A BOULDER
 BA0198_SP_SET: BOULDER
 BA0198_STAMPING: N 749 1943
 BA0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0198+STABILITY: SURFACE MOTION
 BA0198
 BA0198  HISTORY     - Date     Condition        Report By
 BA0198  HISTORY     - 1943     MONUMENTED       CGS
 BA0198  HISTORY     - 1958     GOOD             NGS
 BA0198
 BA0198                          STATION DESCRIPTION
 BA0198
 BA0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0198'6.35 MI NW FROM FRESNO MINE OFFICE.
 BA0198'ABOUT 0.9 MILE WEST ALONG A GRADED DIRT ROAD FROM THE FRESNO MINE
 BA0198'OFFICE, THENCE 4.05 MILES WEST ALONG A DIM TRACK ROAD, THENCE 0.4 MILE
 BA0198'NORTHWEST ALONG THE FRESNO CREEK BED, THENCE 1.0 MILE NORTHWEST ALONG
 BA0198'AN ABANDONED TRACK ROAD.  SET VERTICALLY IN THE NORTHEAST FACE OF A
 BA0198'15X18-FOOT SANDSTONE BOULDER, 19 FEET SOUTHWEST OF THE CENTER LINE OF
 BA0198'THE ROAD, ON THE SOUTHWEST BANK OF FRESNO CREEK, 122 FEET SOUTHWEST OF
 BA0198'A 30-INCH COTTONWOOD TREE IN THE BED OF THE CREEK, 4 FEET ABOVE THE
 BA0198'GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0514 ***********************************************************************
 CA0514  DESIGNATION -  N 75
 CA0514  PID         -  CA0514
 CA0514  STATE/COUNTY-  TX/MCCULLOCH
 CA0514  USGS QUAD   -  PLACID (1979)
 CA0514
 CA0514                         *CURRENT SURVEY CONTROL
 CA0514  ___________________________________________________________________
 CA0514* NAD 83(1986)-  31 18 10.     (N)    099 11 49.     (W)     SCALED    
 CA0514* NAVD 88     -       509.042  (meters)    1670.08   (feet)  POSTED    
 CA0514  ___________________________________________________________________
 CA0514  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CA0514  DYNAMIC HT  -         508.360 (meters)    1667.84  (feet)  COMP
 CA0514  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 CA0514
 CA0514  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CA0514
 CA0514.The horizontal coordinates were scaled from a topographic map and have
 CA0514.an estimated accuracy of +/- 6 seconds.
 CA0514
 CA0514.The orthometric height was determined by differential leveling
 CA0514.and adjusted by the National Geodetic Survey in 1992..
 CA0514.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CA0514.rate of 2.1 thru 3.0 mm/km.
 CA0514
 CA0514.The geoid height was determined by GEOID03.
 CA0514
 CA0514.The dynamic height is computed by dividing the NAVD 88
 CA0514.geopotential number by the normal gravity value computed on the
 CA0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0514.degrees latitude (g = 980.6199 gals.).
 CA0514
 CA0514.The modeled gravity was interpolated from observed gravity values.
 CA0514
 CA0514;                    North         East    Units  Estimated Accuracy
 CA0514;SPC TX C     - 3,181,930.      808,170.      MT  (+/- 180 meters Scaled)
 CA0514
 CA0514                          SUPERSEDED SURVEY CONTROL
 CA0514
 CA0514  NGVD 29 (??/??/92)  508.919  (m)         1669.68   (f) ADJ UNCH    1 2
 CA0514
 CA0514.Superseded values are not recommended for survey control.
 CA0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0514.See file dsdata.txt to determine how the superseded data were derived.
 CA0514
 CA0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV812631(NAD 83)
 CA0514_MARKER: DB = BENCH MARK DISK
 CA0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0514_STAMPING: 1669.678 N 75 1931
 CA0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0514+STABILITY: SURFACE MOTION
 CA0514
 CA0514  HISTORY     - Date     Condition        Report By
 CA0514  HISTORY     - 1931     MONUMENTED       CGS
 CA0514  HISTORY     - 1975     MARK NOT FOUND   USGS
 CA0514  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0514
 CA0514                          STATION DESCRIPTION
 CA0514
 CA0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0514'1.8 MI S FROM PLACID.
 CA0514'1.8 MILES SOUTH ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY (NOW
 CA0514'PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM PLACID,
 CA0514'MCCULLOCH COUNTY, AT MILEPOST 909, 44 FEET EAST OF THE TRACK, AND 15
 CA0514'FEET WEST OF STATE HIGHWAY 10.  A STANDARD DISK, STAMPED 1669.678 N 75
 CA0514'1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CA0514'GROUND.
 CA0514
 CA0514                          STATION RECOVERY (1975)
 CA0514
 CA0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CA0514'MARK NOT FOUND.
 CA0514
 CA0514                          STATION RECOVERY (1982)
 CA0514
 CA0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0224 ***********************************************************************
 BA0224  DESIGNATION -  N 750
 BA0224  PID         -  BA0224
 BA0224  STATE/COUNTY-  TX/BREWSTER
 BA0224  USGS QUAD   -  TERLINGUA (1971)
 BA0224
 BA0224                         *CURRENT SURVEY CONTROL
 BA0224  ___________________________________________________________________
 BA0224* NAD 83(1986)-  29 16 00.     (N)    103 35 20.     (W)     SCALED    
 BA0224* NAVD 88     -       733.096  (meters)    2405.17   (feet)  ADJUSTED  
 BA0224  ___________________________________________________________________
 BA0224  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 BA0224  DYNAMIC HT  -         731.918 (meters)    2401.30  (feet)  COMP
 BA0224  MODELED GRAV-     979,013.4   (mgal)                       NAVD 88
 BA0224
 BA0224  VERT ORDER  -  FIRST     CLASS II
 BA0224
 BA0224.The horizontal coordinates were scaled from a topographic map and have
 BA0224.an estimated accuracy of +/- 6 seconds.
 BA0224
 BA0224.The orthometric height was determined by differential leveling
 BA0224.and adjusted by the National Geodetic Survey in June 1991..
 BA0224
 BA0224.The geoid height was determined by GEOID03.
 BA0224
 BA0224.The dynamic height is computed by dividing the NAVD 88
 BA0224.geopotential number by the normal gravity value computed on the
 BA0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0224.degrees latitude (g = 980.6199 gals.).
 BA0224
 BA0224.The modeled gravity was interpolated from observed gravity values.
 BA0224
 BA0224;                    North         East    Units  Estimated Accuracy
 BA0224;SPC TXSC     - 4,167,600.      154,190.      MT  (+/- 180 meters Scaled)
 BA0224
 BA0224                          SUPERSEDED SURVEY CONTROL
 BA0224
 BA0224  NGVD 29 (??/??/92)  732.673  (m)         2403.78   (f) ADJ UNCH    1 2
 BA0224
 BA0224.Superseded values are not recommended for survey control.
 BA0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0224.See file dsdata.txt to determine how the superseded data were derived.
 BA0224
 BA0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN370383(NAD 83)
 BA0224_MARKER: DB = BENCH MARK DISK
 BA0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0224_STAMPING: N 750 1943
 BA0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0224+STABILITY: SURFACE MOTION
 BA0224
 BA0224  HISTORY     - Date     Condition        Report By
 BA0224  HISTORY     - 1943     MONUMENTED       CGS
 BA0224  HISTORY     - 1967     GOOD             NGS
 BA0224  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0224
 BA0224                          STATION DESCRIPTION
 BA0224
 BA0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0224'4.95 M SE FROM TERLINGUA.
 BA0224'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0224'TERLINGUA, THENCE 0.65 MILES SOUTHWEST ALONG FARM ROAD 170, THENCE 4.0
 BA0224'MILES SOUTHEAST ALONG A DIRT ROAD, 39 FEET SOUTHWEST OF THE CENTERLINE
 BA0224'OF THE ROAD, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2
 BA0224'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0224'PROJECTING 4 INCHES.
 BA0224
 BA0224                          STATION RECOVERY (2001)
 BA0224
 BA0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0224'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0026 ***********************************************************************
 AW0026  DESIGNATION -  N 752
 AW0026  PID         -  AW0026
 AW0026  STATE/COUNTY-  TX/BRAZORIA
 AW0026  USGS QUAD   -  DANBURY (1974)
 AW0026
 AW0026                         *CURRENT SURVEY CONTROL
 AW0026  ___________________________________________________________________
 AW0026* NAD 83(1986)-  29 09 01.     (N)    095 15 29.     (W)     SCALED    
 AW0026* NAVD 88     -         2.16   (+/-2cm)       7.1    (feet)  VERTCON   
 AW0026  ___________________________________________________________________
 AW0026  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW0026
 AW0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0026
 AW0026.The horizontal coordinates were scaled from a topographic map and have
 AW0026.an estimated accuracy of +/- 6 seconds.
 AW0026
 AW0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0026.The vertical order pertains to the NGVD 29 superseded value.
 AW0026
 AW0026.The geoid height was determined by GEOID03.
 AW0026
 AW0026;                    North         East    Units  Estimated Accuracy
 AW0026;SPC TXSC     - 4,151,780.      963,970.      MT  (+/- 180 meters Scaled)
 AW0026
 AW0026                          SUPERSEDED SURVEY CONTROL
 AW0026
 AW0026  NGVD 29 (??/??/92)    2.166  (m)            7.11   (f) ADJ UNCH    2 0
 AW0026
 AW0026.Superseded values are not recommended for survey control.
 AW0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0026.See file dsdata.txt to determine how the superseded data were derived.
 AW0026
 AW0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN803267(NAD 83)
 AW0026_MARKER: DB = BENCH MARK DISK
 AW0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0026_STAMPING: N 752 1942
 AW0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0026+STABILITY: SURFACE MOTION
 AW0026
 AW0026  HISTORY     - Date     Condition        Report By
 AW0026  HISTORY     - 1942     MONUMENTED       CGS
 AW0026  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0026  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0026
 AW0026                          STATION DESCRIPTION
 AW0026
 AW0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0026'11.6 MI SE FROM LIVERPOOL.
 AW0026'11.6 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0026'LIVERPOOL, 0.5 MILE NORTH OF THE INTERSECTION OF THE DANBURY-HOSKINS
 AW0026'ROAD, 0.3 MILE SOUTH OF A SMALL WOODEN BRIDGE AT THE CROSSING OF TWO
 AW0026'DRAINAGE CANALS, 50 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET
 AW0026'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 AW0026'ROAD.  A STANDARD DISK, STAMPED N 752 1942 AND SET IN THE TOP OF A
 AW0026'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AW0026
 AW0026                          STATION RECOVERY (1978)
 AW0026
 AW0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0026'NOT RECOVERED THIS DATE.
 AW0026
 AW0026                          STATION RECOVERY (2004)
 AW0026
 AW0026'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3936 ***********************************************************************
 AW3936  DESIGNATION -  N 753
 AW3936  PID         -  AW3936
 AW3936  STATE/COUNTY-  TX/BRAZORIA
 AW3936  USGS QUAD   -  LAKE JACKSON (1974)
 AW3936
 AW3936                         *CURRENT SURVEY CONTROL
 AW3936  ___________________________________________________________________
 AW3936* NAD 83(1986)-  29 01 30.     (N)    095 23 53.     (W)     SCALED    
 AW3936* NAVD 88     -         3.61   (+/-2cm)      11.8    (feet)  VERTCON   
 AW3936  ___________________________________________________________________
 AW3936  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW3936
 AW3936  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3936
 AW3936.The horizontal coordinates were scaled from a topographic map and have
 AW3936.an estimated accuracy of +/- 6 seconds.
 AW3936
 AW3936.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3936.The vertical order pertains to the NGVD 29 superseded value.
 AW3936
 AW3936.The geoid height was determined by GEOID03.
 AW3936
 AW3936;                    North         East    Units  Estimated Accuracy
 AW3936;SPC TXSC     - 4,137,470.      950,790.      MT  (+/- 180 meters Scaled)
 AW3936
 AW3936                          SUPERSEDED SURVEY CONTROL
 AW3936
 AW3936  NGVD 29 (??/??/92)    3.624  (m)           11.89   (f) ADJ UNCH    1 2
 AW3936
 AW3936.Superseded values are not recommended for survey control.
 AW3936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3936.See file dsdata.txt to determine how the superseded data were derived.
 AW3936
 AW3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN664131(NAD 83)
 AW3936_MARKER: DB = BENCH MARK DISK
 AW3936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3936_STAMPING: N 753 1942
 AW3936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3936+STABILITY: SURFACE MOTION
 AW3936
 AW3936  HISTORY     - Date     Condition        Report By
 AW3936  HISTORY     - 1942     MONUMENTED       CGS
 AW3936  HISTORY     - 1959     GOOD             NGS
 AW3936  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW3936  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 AW3936
 AW3936                          STATION DESCRIPTION
 AW3936
 AW3936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3936'IN CLUTE.
 AW3936'ABOUT 0.15 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE JUNIOR HIGH
 AW3936'SCHOOL AT CLUTE, 31 FEET EAST OF MILEPOST 7/10, 53 FEET NORTHEAST OF
 AW3936'THE NORTHEAST RAIL OF THE HOUSTON AND BRAZOS VALLEY RAILROAD, 38 FEET
 AW3936'NORTHWEST OF THE CENTER LINE OF EAST MAIN STREET, 4 1/2 FEET SOUTHWEST
 AW3936'OF THE CENTER LINE OF A DRIVEWAY, 4 1/2 FEET NORTHEAST OF A POWER
 AW3936'POLE, 3 1/2 FEET NORTHEAST OF A WOODEN WITNESS POST, AND IN THE TOP OF
 AW3936'A CONCRETE POST 1.8 FEET BELOW THE GROUND.  NOTE-- 8 INCHES BELOW THE
 AW3936'SURFACE OF AN ENTRANCE DRIVE TO THE CLYDE A. GREEN GARAGE AT 600 EAST
 AW3936'MAIN.  MR. GREEN REPORTED THAT HE PLANNED TO PAVE THE DRIVE AND THE
 AW3936'MARK WOULD BE LOST UNDER THE PAVEMENT.  THE MARK WAS LEFT IN PLACE. N
 AW3936'753 RESET 1959 WAS ESTABLISHED IN THE NEAR VICINITY. FRESH FILL IN
 AW3936'AREA POSSIBLY BURIED THE MARK DEEPER THAN ORIGINAL 8 INCHES.
 AW3936
 AW3936                          STATION RECOVERY (1963)
 AW3936
 AW3936'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW3936'MARK NOT FOUND.
 AW3936
 AW3936                          STATION RECOVERY (1992)
 AW3936
 AW3936'RECOVERY NOTE BY US POWER SQUADRON 1992 (RAC)
 AW3936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0092 ***********************************************************************
 AW0092  DESIGNATION -  N 753 RESET 1959
 AW0092  PID         -  AW0092
 AW0092  STATE/COUNTY-  TX/BRAZORIA
 AW0092  USGS QUAD   -  LAKE JACKSON (1974)
 AW0092
 AW0092                         *CURRENT SURVEY CONTROL
 AW0092  ___________________________________________________________________
 AW0092* NAD 83(1986)-  29 01 30.     (N)    095 23 56.     (W)     SCALED    
 AW0092* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 AW0092  ___________________________________________________________________
 AW0092  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW0092
 AW0092  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0092
 AW0092.The horizontal coordinates were scaled from a topographic map and have
 AW0092.an estimated accuracy of +/- 6 seconds.
 AW0092
 AW0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0092.The vertical order pertains to the NGVD 29 superseded value.
 AW0092
 AW0092.The geoid height was determined by GEOID03.
 AW0092
 AW0092;                    North         East    Units  Estimated Accuracy
 AW0092;SPC TXSC     - 4,137,470.      950,710.      MT  (+/- 180 meters Scaled)
 AW0092
 AW0092                          SUPERSEDED SURVEY CONTROL
 AW0092
 AW0092  NGVD 29 (??/??/92)    3.054  (m)           10.02   (f) ADJ UNCH    1 1
 AW0092
 AW0092.Superseded values are not recommended for survey control.
 AW0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0092.See file dsdata.txt to determine how the superseded data were derived.
 AW0092
 AW0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN663131(NAD 83)
 AW0092_MARKER: DB = BENCH MARK DISK
 AW0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0092_STAMPING: N 753 RESET 1959
 AW0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0092+STABILITY: SURFACE MOTION
 AW0092
 AW0092  HISTORY     - Date     Condition        Report By
 AW0092  HISTORY     - 1959     MONUMENTED       CGS
 AW0092  HISTORY     - 1973     GOOD             NGS
 AW0092  HISTORY     - 1978     GOOD             NGS
 AW0092  HISTORY     - 1988     GOOD             USPSQD
 AW0092  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0092  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0092  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 AW0092  HISTORY     - 20041106 POOR             USPSQD
 AW0092
 AW0092                          STATION DESCRIPTION
 AW0092
 AW0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0092'IN CLUTE.
 AW0092'AT CLUTE, ALONG THE MISSOURI PACIFIC RAILROAD, AT THE CROSSING OF MAIN
 AW0092'STREET, 29.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 65 1/2 FEET
 AW0092'NORTHWEST OF THE CENTER LINE OF THE STREET, 48.0 FEET NORTH AND ACROSS
 AW0092'THE TRACK FROM THE CENTER OF A SWITCH STAND, 31 1/2 FEET SOUTHWEST OF
 AW0092'THE CENTER LINE OF A DRIVEWAY TO A HOUSE AT 600 MAIN STREET, 9 1/2
 AW0092'FEET NORTHWEST OF A TELEPHONE POLE WITH A GUY WIRE, 11 FEET SOUTHEAST
 AW0092'OF A GUY WIRE ANCHOR, 1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 5
 AW0092'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AW0092'WITH THE GROUND.
 AW0092
 AW0092                          STATION RECOVERY (1978)
 AW0092
 AW0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0092'RECOVERED IN GOOD CONDITION.
 AW0092
 AW0092                          STATION RECOVERY (1988)
 AW0092
 AW0092'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW0092'RECOVERED IN GOOD CONDITION.
 AW0092
 AW0092                          STATION RECOVERY (1989)
 AW0092
 AW0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0092'MARK NOT FOUND.
 AW0092
 AW0092                          STATION RECOVERY (1990)
 AW0092
 AW0092'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0092'MARK NOT FOUND.
 AW0092
 AW0092                          STATION RECOVERY (1992)
 AW0092
 AW0092'RECOVERY NOTE BY US POWER SQUADRON 1992 (RAC)
 AW0092'MARK NOT FOUND.
 AW0092
 AW0092                          STATION RECOVERY (2004)
 AW0092
 AW0092'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0092'GO TO N 29 01 29.8 W 095 23 56.0  DISK IS GONE BUT THE BASE AND PIN
 AW0092'FROM THE DISK IS GOOD AND BEING USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1189 ***********************************************************************
 AW1189  DESIGNATION -  N 754
 AW1189  PID         -  AW1189
 AW1189  STATE/COUNTY-  TX/BRAZORIA
 AW1189  USGS QUAD   -  BRAZORIA (1952)
 AW1189
 AW1189                         *CURRENT SURVEY CONTROL
 AW1189  ___________________________________________________________________
 AW1189* NAD 83(1986)-  29 02 40.     (N)    095 35 03.     (W)     SCALED    
 AW1189* NAVD 88     -         6.18   (+/-2cm)      20.3    (feet)  VERTCON   
 AW1189  ___________________________________________________________________
 AW1189  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW1189
 AW1189  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1189
 AW1189.The horizontal coordinates were scaled from a topographic map and have
 AW1189.an estimated accuracy of +/- 6 seconds.
 AW1189
 AW1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1189.The vertical order pertains to the NGVD 29 superseded value.
 AW1189
 AW1189.The geoid height was determined by GEOID03.
 AW1189
 AW1189;                    North         East    Units  Estimated Accuracy
 AW1189;SPC TXSC     - 4,139,080.      932,600.      MT  (+/- 180 meters Scaled)
 AW1189
 AW1189                          SUPERSEDED SURVEY CONTROL
 AW1189
 AW1189  NGVD 29 (??/??/92)    6.197  (m)           20.33   (f) ADJ UNCH    1 1
 AW1189
 AW1189.Superseded values are not recommended for survey control.
 AW1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1189.See file dsdata.txt to determine how the superseded data were derived.
 AW1189
 AW1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN483156(NAD 83)
 AW1189_MARKER: DB = BENCH MARK DISK
 AW1189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1189_SP_SET: CULVERT
 AW1189_STAMPING: N 754 1943
 AW1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1189
 AW1189  HISTORY     - Date     Condition        Report By
 AW1189  HISTORY     - 1943     MONUMENTED       CGS
 AW1189  HISTORY     - 1972     GOOD             NGS
 AW1189  HISTORY     - 1978     GOOD             NGS
 AW1189
 AW1189                          STATION DESCRIPTION
 AW1189
 AW1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1189'0.9 MI W FROM BRAZORIA.
 AW1189'0.9 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FIRE
 AW1189'STATION AT BRAZORIA, ABOUT 0.25 MILE WEST OF MILEPOST 308, SET IN THE
 AW1189'TOP OF THE EAST END OF THE NORTH HEADWALL OF A DOUBLE-ARCHED CONCRETE
 AW1189'CULVERT, 11.4 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1.5 FEET BELOW
 AW1189'THE TRACK.
 AW1189
 AW1189                          STATION RECOVERY (1978)
 AW1189
 AW1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0157 ***********************************************************************
 AM0157  DESIGNATION -  N 755
 AM0157  PID         -  AM0157
 AM0157  STATE/COUNTY-  TX/MATAGORDA
 AM0157  USGS QUAD   -  BAY CITY (1972)
 AM0157
 AM0157                         *CURRENT SURVEY CONTROL
 AM0157  ___________________________________________________________________
 AM0157* NAD 83(1986)-  28 57 41.     (N)    095 56 47.     (W)     SCALED    
 AM0157* NAVD 88     -        13.01   (+/-2cm)      42.7    (feet)  VERTCON   
 AM0157  ___________________________________________________________________
 AM0157  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AM0157
 AM0157  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0157
 AM0157.The horizontal coordinates were scaled from a topographic map and have
 AM0157.an estimated accuracy of +/- 6 seconds.
 AM0157
 AM0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0157.The vertical order pertains to the NGVD 29 superseded value.
 AM0157
 AM0157.The geoid height was determined by GEOID03.
 AM0157
 AM0157;                    North         East    Units  Estimated Accuracy
 AM0157;SPC TXSC     - 4,128,900.      897,580.      MT  (+/- 180 meters Scaled)
 AM0157
 AM0157                          SUPERSEDED SURVEY CONTROL
 AM0157
 AM0157  NGVD 29 (??/??/92)   13.044  (m)           42.80   (f) ADJ UNCH    1 2
 AM0157
 AM0157.Superseded values are not recommended for survey control.
 AM0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0157.See file dsdata.txt to determine how the superseded data were derived.
 AM0157
 AM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN128072(NAD 83)
 AM0157_MARKER: DB = BENCH MARK DISK
 AM0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0157_STAMPING: N 755 1943
 AM0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0157+STABILITY: SURFACE MOTION
 AM0157
 AM0157  HISTORY     - Date     Condition        Report By
 AM0157  HISTORY     - 1943     MONUMENTED       CGS
 AM0157  HISTORY     - 1951     GOOD             NGS
 AM0157  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0157  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0157
 AM0157                          STATION DESCRIPTION
 AM0157
 AM0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0157'2.0 MI SE FROM BAY CITY.
 AM0157'2.0 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AM0157'FROM THE CITY WATER TANK AT BAY CITY, 6 POLES NORTH OF MILEPOST 71,
 AM0157'90.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE 70 E, 42.5 FEET
 AM0157'EAST OF THE EAST RAIL, 29.5 FEET WEST OF THE CENTER LINE OF A SHELL
 AM0157'ROAD LEADING TO SOME OIL STORAGE TANKS, 5 FEET WEST OF A FENCE, 3 FEET
 AM0157'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AM0157'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AM0157
 AM0157                          STATION RECOVERY (1978)
 AM0157
 AM0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0157'SEARCHED FOR, NOT  RECOVERED, POSSBLY GRADED OUT.
 AM0157
 AM0157                          STATION RECOVERY (1998)
 AM0157
 AM0157'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4343 ***********************************************************************
 AW4343  DESIGNATION -  N 756
 AW4343  PID         -  AW4343
 AW4343  STATE/COUNTY-  TX/BRAZORIA
 AW4343  USGS QUAD   -  SWEENY (1972)
 AW4343
 AW4343                         *CURRENT SURVEY CONTROL
 AW4343  ___________________________________________________________________
 AW4343* NAD 83(1986)-  29 05 52.     (N)    095 41 21.     (W)     SCALED    
 AW4343* NAVD 88     -         9.83   (+/-2cm)      32.3    (feet)  VERTCON   
 AW4343  ___________________________________________________________________
 AW4343  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW4343
 AW4343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4343
 AW4343.The horizontal coordinates were scaled from a topographic map and have
 AW4343.an estimated accuracy of +/- 6 seconds.
 AW4343
 AW4343.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4343.The vertical order pertains to the NGVD 29 superseded value.
 AW4343
 AW4343.The geoid height was determined by GEOID03.
 AW4343
 AW4343;                    North         East    Units  Estimated Accuracy
 AW4343;SPC TXSC     - 4,144,700.      922,220.      MT  (+/- 180 meters Scaled)
 AW4343
 AW4343                          SUPERSEDED SURVEY CONTROL
 AW4343
 AW4343  NGVD 29 (??/??/92)    9.848  (m)           32.31   (f) ADJ UNCH    2 0
 AW4343
 AW4343.Superseded values are not recommended for survey control.
 AW4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4343.See file dsdata.txt to determine how the superseded data were derived.
 AW4343
 AW4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN382218(NAD 83)
 AW4343_MARKER: DB = BENCH MARK DISK
 AW4343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4343_SP_SET: CULVERT
 AW4343_STAMPING: N 756 1943
 AW4343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4343+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4343
 AW4343  HISTORY     - Date     Condition        Report By
 AW4343  HISTORY     - 1943     MONUMENTED       CGS
 AW4343  HISTORY     - 20041118 GOOD             USPSQD
 AW4343
 AW4343                          STATION DESCRIPTION
 AW4343
 AW4343'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4343'4.3 MI SW FROM WEST COLUMBIA.
 AW4343'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4343'SOUTHWESTERLY 4.3 MILES ALONG STATE HIGHWAY NO. 35 TO THE INTERSECTION
 AW4343'OF A CONCRETE ROAD LEADING SOUTH AND SITE OF BENCH MARK. BENCH MARK IS
 AW4343'119.0 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY NO. 35, 101.0
 AW4343'FEET SOUTH OF THE CENTER OF A TRIANGLE FORMED BY THE Y JUNCTION OF THE
 AW4343'CONCRETE ROADS, 14.5 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE
 AW4343'CENTERLINE OF THE NORTH-SOUTH CONCRETE ROAD AND IS SET HORIZONTALLY IN
 AW4343'THE TOP CENTER OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT.
 AW4343
 AW4343                          STATION RECOVERY (2004)
 AW4343
 AW4343'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4283 ***********************************************************************
 AW4283  DESIGNATION -  N 757
 AW4283  PID         -  AW4283
 AW4283  STATE/COUNTY-  TX/MATAGORDA
 AW4283  USGS QUAD   -  ASHWOOD (1980)
 AW4283
 AW4283                         *CURRENT SURVEY CONTROL
 AW4283  ___________________________________________________________________
 AW4283* NAD 83(1986)-  29 03 25.     (N)    095 52 13.     (W)     SCALED    
 AW4283* NAVD 88     -        14.89   (+/-2cm)      48.9    (feet)  VERTCON   
 AW4283  ___________________________________________________________________
 AW4283  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW4283
 AW4283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4283
 AW4283.The horizontal coordinates were scaled from a topographic map and have
 AW4283.an estimated accuracy of +/- 6 seconds.
 AW4283
 AW4283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4283.The vertical order pertains to the NGVD 29 superseded value.
 AW4283
 AW4283.The geoid height was determined by GEOID03.
 AW4283
 AW4283;                    North         East    Units  Estimated Accuracy
 AW4283;SPC TXSC     - 4,139,690.      904,720.      MT  (+/- 180 meters Scaled)
 AW4283
 AW4283                          SUPERSEDED SURVEY CONTROL
 AW4283
 AW4283  NGVD 29 (??/??/92)   14.91   (m)           48.9    (f) COMPUTED    2 0
 AW4283
 AW4283.Superseded values are not recommended for survey control.
 AW4283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4283.See file dsdata.txt to determine how the superseded data were derived.
 AW4283
 AW4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN205176(NAD 83)
 AW4283_MARKER: DB = BENCH MARK DISK
 AW4283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4283_STAMPING: N 757 1943
 AW4283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4283+STABILITY: SURFACE MOTION
 AW4283
 AW4283  HISTORY     - Date     Condition        Report By
 AW4283  HISTORY     - 1943     MONUMENTED       CGS
 AW4283  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4283  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4283
 AW4283                          STATION DESCRIPTION
 AW4283
 AW4283'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4283'3.4 MI NE FROM VAN VLECK.
 AW4283'TO REACH FROM THE VAN VLECK HIGH SCHOOL AT VAN VLECK.  PROCEED
 AW4283'NORTHERLY 0.7 MILE ALONG DIRT STREET TO THE SOUTHERN PACIFIC RAILROAD,
 AW4283'THENCE NORTHEASTERLY 2.7 MILES ALONG RAILROAD TO MILE POST NO. 28 AND
 AW4283'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTHWEST OF A LARGE
 AW4283'RAILROAD TRESTLE AT A FARM HOUSE, 48.0 FEET SOUTHEAST OF THE
 AW4283'CENTERLINE OF THE TRACK, 33.0 FEET NORTHWEST OF AND ABOUT THE SAME
 AW4283'ELEVATION AS THE CENTERLINE OF A DIRT ROAD PARALLELING THE TRACK, 30.0
 AW4283'FEET SOUTHEAST OF A WHITE WOODEN POST MARKING END SECTIONS NO. 692 AND
 AW4283'NO. 693, 3.0 FEET NORTHEAST OF A 4 BY 4 INCH WOODEN MARKER POST AND
 AW4283'DIRECTLY ACROSS TRACK FROM MILE POST NO. 28. MONUMENT PROJECTS ABOUT
 AW4283'0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4283
 AW4283                          STATION RECOVERY (1999)
 AW4283
 AW4283'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4283'MARK NOT FOUND.
 AW4283
 AW4283                          STATION RECOVERY (2004)
 AW4283
 AW4283'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4283'NO RAIL ROAD IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4321 ***********************************************************************
 AW4321  DESIGNATION -  N 758 RESET 1959
 AW4321  PID         -  AW4321
 AW4321  STATE/COUNTY-  TX/WHARTON
 AW4321  USGS QUAD   -  BOLING (1980)
 AW4321
 AW4321                         *CURRENT SURVEY CONTROL
 AW4321  ___________________________________________________________________
 AW4321* NAD 83(1986)-  29 17 44.     (N)    095 59 24.     (W)     SCALED    
 AW4321* NAVD 88     -        27.65   (+/-2cm)      90.7    (feet)  VERTCON   
 AW4321  ___________________________________________________________________
 AW4321  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW4321
 AW4321  VERT ORDER  -  THIRD (See Below)
 AW4321
 AW4321.The horizontal coordinates were scaled from a topographic map and have
 AW4321.an estimated accuracy of +/- 6 seconds.
 AW4321
 AW4321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4321.The vertical order pertains to the NGVD 29 superseded value.
 AW4321
 AW4321.The geoid height was determined by GEOID03.
 AW4321
 AW4321;                    North         East    Units  Estimated Accuracy
 AW4321;SPC TXSC     - 4,165,820.      892,380.      MT  (+/- 180 meters Scaled)
 AW4321
 AW4321                          SUPERSEDED SURVEY CONTROL
 AW4321
 AW4321  NGVD 29 (01/29/03)   27.65   (m)           90.7    (f) RESET       3  
 AW4321
 AW4321.Superseded values are not recommended for survey control.
 AW4321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4321.See file dsdata.txt to determine how the superseded data were derived.
 AW4321
 AW4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN095444(NAD 83)
 AW4321_MARKER: DB = BENCH MARK DISK
 AW4321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4321_STAMPING: N 758 RESET 1959
 AW4321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4321+STABILITY: SURFACE MOTION
 AW4321
 AW4321  HISTORY     - Date     Condition        Report By
 AW4321  HISTORY     - 1959     MONUMENTED       CGS
 AW4321
 AW4321                          STATION DESCRIPTION
 AW4321
 AW4321'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW4321'2.1 MI NW FROM IAGO.
 AW4321'ABOUT 2.1 MILES NORTHWEST ALONG THE S.P.R.R. AND FM. NO.1301 FROM THE
 AW4321'DEPOT IN IAGO, IN THE FORK OF A FARM ROAD, ABOUT 50 FEET SOUTH WEST OF
 AW4321'THE CENTERLINE OF THE TRACKS, 50 FEET WEST OF A RAILROAD CULVERT IN
 AW4321'THE SOUTHWEST RIGHT-OF-WAY FENCE LINE AND 3 FEET NORTH OF A POWER
 AW4321'POLE.  A STANDARD DISK STAMPED N 758 RESET 1959 IN A CONCRETE CYLINDER
 AW4321'WHICH PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4208 ***********************************************************************
 AW4208  DESIGNATION -  N 759
 AW4208  PID         -  AW4208
 AW4208  STATE/COUNTY-  TX/WHARTON
 AW4208  USGS QUAD   -  BOLING (1980)
 AW4208
 AW4208                         *CURRENT SURVEY CONTROL
 AW4208  ___________________________________________________________________
 AW4208* NAD 83(1986)-  29 15 08.     (N)    095 53 16.     (W)     SCALED    
 AW4208* NAVD 88     -        20.83   (+/-2cm)      68.3    (feet)  VERTCON   
 AW4208  ___________________________________________________________________
 AW4208  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW4208
 AW4208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4208
 AW4208.The horizontal coordinates were scaled from a topographic map and have
 AW4208.an estimated accuracy of +/- 6 seconds.
 AW4208
 AW4208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4208.The vertical order pertains to the NGVD 29 superseded value.
 AW4208
 AW4208.The geoid height was determined by GEOID03.
 AW4208
 AW4208;                    North         East    Units  Estimated Accuracy
 AW4208;SPC TXSC     - 4,161,280.      902,440.      MT  (+/- 180 meters Scaled)
 AW4208
 AW4208                          SUPERSEDED SURVEY CONTROL
 AW4208
 AW4208  NGVD 29 (??/??/92)   20.839  (m)           68.37   (f) ADJ UNCH    2 0
 AW4208
 AW4208.Superseded values are not recommended for survey control.
 AW4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4208.See file dsdata.txt to determine how the superseded data were derived.
 AW4208
 AW4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN193393(NAD 83)
 AW4208_MARKER: DB = BENCH MARK DISK
 AW4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4208_STAMPING: N 759 1943
 AW4208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4208+STABILITY: SURFACE MOTION
 AW4208
 AW4208  HISTORY     - Date     Condition        Report By
 AW4208  HISTORY     - 1943     MONUMENTED       CGS
 AW4208
 AW4208                          STATION DESCRIPTION
 AW4208
 AW4208'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4208'2.4 MI NE FROM NEW GULF.
 AW4208'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4208'SANTA FE RAILROAD AT NEW GULF.  PROCEED NORTHEASTERLY ALONG SANTA FE
 AW4208'RAILROAD TO MILE POST NO. 9 AND SITE OF BENCH MARK.  BENCH MARK IS
 AW4208'ABOUT 0.3 MILE NORTHEAST OF A RAILROAD MOTOR-CAR SHED AT A
 AW4208'ROAD-CROSSING, 220.0 FEET SOUTHWEST OF A YARD LIMIT SIGN POST, 31.0
 AW4208'FEET SOUTHEAST OF AND ABOUT 2.5 FEET BELOW THE CENTERLINE OF THE
 AW4208'TRACK, 8.0 FEET NORTHEAST OF MILE POST NO. 9, 3.0 FEET SOUTHWEST OF A
 AW4208'4 BY 4 INCH WOODEN MARKER POST AND IN LINE WITH TELEGRAPH LINE.
 AW4208'MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0532 ***********************************************************************
 CA0532  DESIGNATION -  N 76
 CA0532  PID         -  CA0532
 CA0532  STATE/COUNTY-  TX/MCCULLOCH
 CA0532  USGS QUAD   -  BRADY SOUTH (1987)
 CA0532
 CA0532                         *CURRENT SURVEY CONTROL
 CA0532  ___________________________________________________________________
 CA0532* NAD 83(1986)-  31 06 08.     (N)    099 19 24.     (W)     SCALED    
 CA0532* NAVD 88     -       517.871  (meters)    1699.05   (feet)  ADJUSTED  
 CA0532  ___________________________________________________________________
 CA0532  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CA0532  DYNAMIC HT  -         517.175 (meters)    1696.77  (feet)  COMP
 CA0532  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 CA0532
 CA0532  VERT ORDER  -  FIRST     CLASS II
 CA0532
 CA0532.The horizontal coordinates were scaled from a topographic map and have
 CA0532.an estimated accuracy of +/- 6 seconds.
 CA0532
 CA0532.The orthometric height was determined by differential leveling
 CA0532.and adjusted by the National Geodetic Survey in June 1991..
 CA0532
 CA0532.The geoid height was determined by GEOID03.
 CA0532
 CA0532.The dynamic height is computed by dividing the NAVD 88
 CA0532.geopotential number by the normal gravity value computed on the
 CA0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0532.degrees latitude (g = 980.6199 gals.).
 CA0532
 CA0532.The modeled gravity was interpolated from observed gravity values.
 CA0532
 CA0532;                    North         East    Units  Estimated Accuracy
 CA0532;SPC TX C     - 3,159,580.      796,340.      MT  (+/- 180 meters Scaled)
 CA0532
 CA0532                          SUPERSEDED SURVEY CONTROL
 CA0532
 CA0532  NGVD 29 (??/??/92)  517.807  (m)         1698.84   (f) ADJ UNCH    1 2
 CA0532
 CA0532.Superseded values are not recommended for survey control.
 CA0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0532.See file dsdata.txt to determine how the superseded data were derived.
 CA0532
 CA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV691409(NAD 83)
 CA0532_MARKER: DB = BENCH MARK DISK
 CA0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0532_STAMPING: N 76 1931
 CA0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0532+STABILITY: SURFACE MOTION
 CA0532
 CA0532  HISTORY     - Date     Condition        Report By
 CA0532  HISTORY     - 1931     MONUMENTED       CGS
 CA0532  HISTORY     - 1962     GOOD             USGS
 CA0532  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0532  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0532  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CA0532
 CA0532                          STATION DESCRIPTION
 CA0532
 CA0532'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CA0532'1.9 MI SE FROM BRADY.
 CA0532'JUNCTION OF U.S. HIGHWAY 87 AND FARM ROAD 2028 AT BRADY, 1.9 MILES
 CA0532'SOUTHEAST OF, 0.5 MILES SOUTHEAST OF A STOCK PEN, 44 FEET NORTHEAST OF
 CA0532'CENTERLINE OF ROAD, 4 FEET SOUTHWEST OF FENCE, 2 FEET NORTHWEST OF A
 CA0532'WHITE WOODEN WITNESS POST.  IN A CONCRETE POST PROJECTING 0.2 FEET
 CA0532'ABOVE THE GROUND, CAN BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 CA0532'87 AND FARM ROAD 2028, GO EAST ALONG 2028 FOR 0.2 MILE.  TURN
 CA0532'SOUTHEAST ALONG PAVED STREET FOR 1.7 MILE TO BENCH MARK ON THE LEFT.
 CA0532
 CA0532                          STATION RECOVERY (1981)
 CA0532
 CA0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0532'MARK NOT FOUND.
 CA0532
 CA0532                          STATION RECOVERY (1982)
 CA0532
 CA0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0532'NOT ACCESSIBLE AT THIS TIME, LOCKED GATE.
 CA0532
 CA0532                          STATION RECOVERY (1999)
 CA0532
 CA0532'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0043 ***********************************************************************
 AN0043  DESIGNATION -  N 761
 AN0043  PID         -  AN0043
 AN0043  STATE/COUNTY-  TX/MATAGORDA
 AN0043  USGS QUAD   -  MIDFIELD (1995)
 AN0043
 AN0043                         *CURRENT SURVEY CONTROL
 AN0043  ___________________________________________________________________
 AN0043* NAD 83(1986)-  28 52 55.     (N)    096 11 16.     (W)     SCALED    
 AN0043* NAVD 88     -        10.77   (+/-2cm)      35.3    (feet)  VERTCON   
 AN0043  ___________________________________________________________________
 AN0043  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0043
 AN0043  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0043
 AN0043.The horizontal coordinates were scaled from a topographic map and have
 AN0043.an estimated accuracy of +/- 6 seconds.
 AN0043
 AN0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0043.The vertical order pertains to the NGVD 29 superseded value.
 AN0043
 AN0043.The geoid height was determined by GEOID03.
 AN0043
 AN0043;                    North         East    Units  Estimated Accuracy
 AN0043;SPC TXSC     - 4,119,510.      874,280.      MT  (+/- 180 meters Scaled)
 AN0043
 AN0043                          SUPERSEDED SURVEY CONTROL
 AN0043
 AN0043  NGVD 29 (??/??/92)   10.814  (m)           35.48   (f) ADJ UNCH    1 1
 AN0043
 AN0043.Superseded values are not recommended for survey control.
 AN0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0043.See file dsdata.txt to determine how the superseded data were derived.
 AN0043
 AN0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS742981(NAD 83)
 AN0043_MARKER: DB = BENCH MARK DISK
 AN0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0043_SP_SET: ABUTMENT
 AN0043_STAMPING: N 761 1942
 AN0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0043
 AN0043  HISTORY     - Date     Condition        Report By
 AN0043  HISTORY     - 1942     MONUMENTED       CGS
 AN0043  HISTORY     - 1972     GOOD             NGS
 AN0043  HISTORY     - 1978     GOOD             NGS
 AN0043  HISTORY     - 1991     GOOD             USPSQD
 AN0043
 AN0043                          STATION DESCRIPTION
 AN0043
 AN0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0043'1.9 MI E FROM BLESSING.
 AN0043'1.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0043'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, 0.9 MILE NORTHEAST ALONG
 AN0043'FORMER STATE HIGHWAY 35 FROM BENCH MARK H 1207, IN THE TOP OF THE
 AN0043'SOUTH END OF THE WEST CONCRETE ABUTMENT OF BRIDGE 266.8 OVER FORMER
 AN0043'HIGHWAY 35, 5.5 FEET SOUTH OF THE SOUTH RAIL, 2.0 FEET NORTH OF THE
 AN0043'SOUTH END OF THE ABUTMENT, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 AN0043
 AN0043                          STATION RECOVERY (1978)
 AN0043
 AN0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0043'RECOVERED IN GOOD CONDITION.
 AN0043
 AN0043                          STATION RECOVERY (1991)
 AN0043
 AN0043'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0933 ***********************************************************************
 AJ0933  DESIGNATION -  N 763
 AJ0933  PID         -  AJ0933
 AJ0933  STATE/COUNTY-  TX/WEBB
 AJ0933  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0933
 AJ0933                         *CURRENT SURVEY CONTROL
 AJ0933  ___________________________________________________________________
 AJ0933* NAD 83(1986)-  27 16 50.     (N)    099 09 31.     (W)     SCALED    
 AJ0933* NAVD 88     -       163.151  (meters)     535.27   (feet)  ADJUSTED  
 AJ0933  ___________________________________________________________________
 AJ0933  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AJ0933  DYNAMIC HT  -         162.890 (meters)     534.41  (feet)  COMP
 AJ0933  MODELED GRAV-     979,040.9   (mgal)                       NAVD 88
 AJ0933
 AJ0933  VERT ORDER  -  SECOND    CLASS 0
 AJ0933
 AJ0933.The horizontal coordinates were scaled from a topographic map and have
 AJ0933.an estimated accuracy of +/- 6 seconds.
 AJ0933
 AJ0933.The orthometric height was determined by differential leveling
 AJ0933.and adjusted by the National Geodetic Survey in June 1991..
 AJ0933
 AJ0933.The geoid height was determined by GEOID03.
 AJ0933
 AJ0933.The dynamic height is computed by dividing the NAVD 88
 AJ0933.geopotential number by the normal gravity value computed on the
 AJ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0933.degrees latitude (g = 980.6199 gals.).
 AJ0933
 AJ0933.The modeled gravity was interpolated from observed gravity values.
 AJ0933
 AJ0933;                    North         East    Units  Estimated Accuracy
 AJ0933;SPC TX S     - 5,178,980.      234,800.      MT  (+/- 180 meters Scaled)
 AJ0933
 AJ0933                          SUPERSEDED SURVEY CONTROL
 AJ0933
 AJ0933  NGVD 29 (??/??/92)  163.195  (m)          535.42   (f) ADJ UNCH    2 0
 AJ0933
 AJ0933.Superseded values are not recommended for survey control.
 AJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0933.See file dsdata.txt to determine how the superseded data were derived.
 AJ0933
 AJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR843175(NAD 83)
 AJ0933_MARKER: DB = BENCH MARK DISK
 AJ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0933_STAMPING: N 763 1943
 AJ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0933+STABILITY: SURFACE MOTION
 AJ0933
 AJ0933  HISTORY     - Date     Condition        Report By
 AJ0933  HISTORY     - 1943     MONUMENTED       CGS
 AJ0933  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0933
 AJ0933                          STATION DESCRIPTION
 AJ0933
 AJ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0933'12.6 MI S FROM AGUILARES.
 AJ0933'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0933'AGUILARES-- PROCEED 12.6 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0933'OF BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE SOUTHEAST OF A CURVE AND
 AJ0933'A SIDE ROAD INTERSECTION LEADING NORTHWEST, AND ABOUT 0.7 MILE
 AJ0933'SOUTHEAST OF A SIDE ROAD INTERSECTION LEADING SOUTHWEST.  IT IS 29.0
 AJ0933'FEET SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD, 4.1
 AJ0933'FEET NORTHWEST OF TELEPHONE POLE NO. 15-10, 2.5 FEET NORTHEAST OF THE
 AJ0933'RIGHT-OF-WAY FENCE, AND 3.5 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER
 AJ0933'POST.  MONUMENT PROJECTS 0.4 FOOT.
 AJ0933
 AJ0933                          STATION RECOVERY (1975)
 AJ0933
 AJ0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1005 ***********************************************************************
 AJ1005  DESIGNATION -  N 764
 AJ1005  PID         -  AJ1005
 AJ1005  STATE/COUNTY-  TX/ZAPATA
 AJ1005  USGS QUAD   -  CHARGOS CREEK (1980)
 AJ1005
 AJ1005                         *CURRENT SURVEY CONTROL
 AJ1005  ___________________________________________________________________
 AJ1005* NAD 83(1986)-  27 09 17.     (N)    099 00 23.     (W)     SCALED    
 AJ1005* NAVD 88     -       158.233  (meters)     519.14   (feet)  POSTED    
 AJ1005  ___________________________________________________________________
 AJ1005  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AJ1005  DYNAMIC HT  -         157.980 (meters)     518.31  (feet)  COMP
 AJ1005  MODELED GRAV-     979,027.2   (mgal)                       NAVD 88
 AJ1005
 AJ1005  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ1005
 AJ1005.The horizontal coordinates were scaled from a topographic map and have
 AJ1005.an estimated accuracy of +/- 6 seconds.
 AJ1005
 AJ1005.The orthometric height was determined by differential leveling
 AJ1005.and adjusted by the National Geodetic Survey in 1992..
 AJ1005.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ1005.rate of 1.1 thru 2.0 mm/km.
 AJ1005
 AJ1005.The geoid height was determined by GEOID03.
 AJ1005
 AJ1005.The dynamic height is computed by dividing the NAVD 88
 AJ1005.geopotential number by the normal gravity value computed on the
 AJ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1005.degrees latitude (g = 980.6199 gals.).
 AJ1005
 AJ1005.The modeled gravity was interpolated from observed gravity values.
 AJ1005
 AJ1005;                    North         East    Units  Estimated Accuracy
 AJ1005;SPC TX S     - 5,164,970.      249,810.      MT  (+/- 180 meters Scaled)
 AJ1005
 AJ1005                          SUPERSEDED SURVEY CONTROL
 AJ1005
 AJ1005  NGVD 29 (??/??/92)  158.265  (m)          519.24   (f) ADJ UNCH    2 0
 AJ1005
 AJ1005.Superseded values are not recommended for survey control.
 AJ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1005.See file dsdata.txt to determine how the superseded data were derived.
 AJ1005
 AJ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR993035(NAD 83)
 AJ1005_MARKER: DB = BENCH MARK DISK
 AJ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1005_STAMPING: N 764 1943
 AJ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1005+STABILITY: SURFACE MOTION
 AJ1005
 AJ1005  HISTORY     - Date     Condition        Report By
 AJ1005  HISTORY     - 1943     MONUMENTED       CGS
 AJ1005  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ1005
 AJ1005                          STATION DESCRIPTION
 AJ1005
 AJ1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ1005'21.1 MI S FROM MIRANDO CITY.
 AJ1005'TO REACH FROM THE POST OFFICE AT MIRANDO CITY-- PROCEED 14.7 MILES
 AJ1005'SOUTHERLY ALONG AN IMPROVED AND DIRT COUNTY ROAD TO A SIDE ROAD
 AJ1005'RUNNING PARALLEL WITH A PIPELINE LEADING SOUTHWEST, THENCE 6.4 MILES
 AJ1005'SOUTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE
 AJ1005'SOUTHWEST OF WINDCHARGER NO. 6091, AND 25.0 FEET SOUTHWEST OF
 AJ1005'TELEPHONE POLE NO. 14.  IT IS 9.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AJ1005'ELEVATION AS THE CENTERLINE OF ROAD, AND 3.0 FEET NORTHEAST OF A
 AJ1005'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AJ1005
 AJ1005                          STATION RECOVERY (1975)
 AJ1005
 AJ1005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1029 ***********************************************************************
 AX1029  DESIGNATION -  N 766
 AX1029  PID         -  AX1029
 AX1029  STATE/COUNTY-  TX/FAYETTE
 AX1029  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1029
 AX1029                         *CURRENT SURVEY CONTROL
 AX1029  ___________________________________________________________________
 AX1029* NAD 83(1986)-  29 54 26.     (N)    096 40 07.     (W)     SCALED    
 AX1029* NAVD 88     -       118.141  (meters)     387.60   (feet)  ADJUSTED  
 AX1029  ___________________________________________________________________
 AX1029  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1029  DYNAMIC HT  -         117.978 (meters)     387.07  (feet)  COMP
 AX1029  MODELED GRAV-     979,263.3   (mgal)                       NAVD 88
 AX1029
 AX1029  VERT ORDER  -  FIRST     CLASS I
 AX1029
 AX1029.The horizontal coordinates were scaled from a topographic map and have
 AX1029.an estimated accuracy of +/- 6 seconds.
 AX1029
 AX1029.The orthometric height was determined by differential leveling
 AX1029.and adjusted by the National Geodetic Survey in June 1991..
 AX1029
 AX1029.The geoid height was determined by GEOID03.
 AX1029
 AX1029.The dynamic height is computed by dividing the NAVD 88
 AX1029.geopotential number by the normal gravity value computed on the
 AX1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1029.degrees latitude (g = 980.6199 gals.).
 AX1029
 AX1029.The modeled gravity was interpolated from observed gravity values.
 AX1029
 AX1029;                    North         East    Units  Estimated Accuracy
 AX1029;SPC TXSC     - 4,232,090.      825,120.      MT  (+/- 180 meters Scaled)
 AX1029
 AX1029                          SUPERSEDED SURVEY CONTROL
 AX1029
 AX1029  NGVD 29 (12/23/87)  118.100  (m)          387.47   (f) ADJUSTED    1 1
 AX1029
 AX1029.Superseded values are not recommended for survey control.
 AX1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1029.See file dsdata.txt to determine how the superseded data were derived.
 AX1029
 AX1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU250107(NAD 83)
 AX1029_MARKER: DB = BENCH MARK DISK
 AX1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1029_SP_SET: CONCRETE POST
 AX1029_STAMPING: N 766 1943
 AX1029_MARK LOGO: CGS   
 AX1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1029+STABILITY: SURFACE MOTION
 AX1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1029+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1029
 AX1029  HISTORY     - Date     Condition        Report By
 AX1029  HISTORY     - 1943     MONUMENTED       CGS
 AX1029  HISTORY     - 1973     GOOD             NGS
 AX1029  HISTORY     - 1976     GOOD             NGS
 AX1029  HISTORY     - 1976     GOOD             NGS
 AX1029  HISTORY     - 1978     GOOD             NGS
 AX1029  HISTORY     - 1986     GOOD             NGS
 AX1029  HISTORY     - 1987     GOOD             USPSQD
 AX1029  HISTORY     - 1987     GOOD             USPSQD
 AX1029  HISTORY     - 20051106 GOOD             USPSQD
 AX1029
 AX1029                          STATION DESCRIPTION
 AX1029
 AX1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1029'0.8 MI E FROM FAYETTEVILLE.
 AX1029'0.8 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1029'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 0.3 MILE EAST OF THE
 AX1029'CROSSING OF FARM ROAD 1291, AT THE CROSSING OF A POWER LINE, 1 POLE
 AX1029'EAST OF MILE POLE 1002, 39.5 FEET NORTH AND ACROSS A SIDE TRACK FROM
 AX1029'THE NORTH RAIL OF THE MAIN TRACK, 24.0 FEET NORTH OF THE NORTH RAIL OF
 AX1029'THE SIDE TRACK, 6 FEET EAST OF THE FIRST TELEPHONE POLE EAST OF THE
 AX1029'MILE POLE, 17 FEET SOUTHEAST OF A POWER POLE, 1.0 FOOT WEST OF A
 AX1029'WITNESS POST, 11.6 FEET SOUTH OF A FENCE, ABOUT 4 1/2 FEET HIGHER THAN
 AX1029'THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1029'THE GROUND.
 AX1029
 AX1029                          STATION RECOVERY (1976)
 AX1029
 AX1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1029'RECOVERED IN GOOD CONDITION.
 AX1029
 AX1029                          STATION RECOVERY (1976)
 AX1029
 AX1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1029'RECOVERED IN GOOD CONDITION.
 AX1029
 AX1029                          STATION RECOVERY (1978)
 AX1029
 AX1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1029'RECOVERED IN GOOD CONDITION.
 AX1029
 AX1029                          STATION RECOVERY (1986)
 AX1029
 AX1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1029'RECOVERED IN GOOD CONDITION.
 AX1029
 AX1029                          STATION RECOVERY (1987)
 AX1029
 AX1029'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AX1029'RECOVERED IN GOOD CONDITION.
 AX1029
 AX1029                          STATION RECOVERY (1987)
 AX1029
 AX1029'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1029'RECOVERED IN GOOD CONDITION.
 AX1029
 AX1029                          STATION RECOVERY (2005)
 AX1029
 AX1029'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1029'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0033 ***********************************************************************
 AX0033  DESIGNATION -  N 767
 AX0033  PID         -  AX0033
 AX0033  STATE/COUNTY-  TX/AUSTIN
 AX0033  USGS QUAD   -  CAT SPRING (1981)
 AX0033
 AX0033                         *CURRENT SURVEY CONTROL
 AX0033  ___________________________________________________________________
 AX0033* NAD 83(1986)-  29 49 42.     (N)    096 16 46.     (W)     SCALED    
 AX0033* NAVD 88     -        76.414  (meters)     250.70   (feet)  ADJUSTED  
 AX0033  ___________________________________________________________________
 AX0033  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX0033  DYNAMIC HT  -          76.309 (meters)     250.36  (feet)  COMP
 AX0033  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 AX0033
 AX0033  VERT ORDER  -  FIRST     CLASS I
 AX0033
 AX0033.The horizontal coordinates were scaled from a topographic map and have
 AX0033.an estimated accuracy of +/- 6 seconds.
 AX0033
 AX0033.The orthometric height was determined by differential leveling
 AX0033.and adjusted by the National Geodetic Survey in June 1991..
 AX0033
 AX0033.The geoid height was determined by GEOID03.
 AX0033
 AX0033.The dynamic height is computed by dividing the NAVD 88
 AX0033.geopotential number by the normal gravity value computed on the
 AX0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0033.degrees latitude (g = 980.6199 gals.).
 AX0033
 AX0033.The modeled gravity was interpolated from observed gravity values.
 AX0033
 AX0033;                    North         East    Units  Estimated Accuracy
 AX0033;SPC TXSC     - 4,224,160.      862,900.      MT  (+/- 180 meters Scaled)
 AX0033
 AX0033                          SUPERSEDED SURVEY CONTROL
 AX0033
 AX0033  NGVD 29 (12/23/87)   76.387  (m)          250.61   (f) ADJUSTED    1 1
 AX0033
 AX0033.Superseded values are not recommended for survey control.
 AX0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0033.See file dsdata.txt to determine how the superseded data were derived.
 AX0033
 AX0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU628028(NAD 83)
 AX0033_MARKER: DB = BENCH MARK DISK
 AX0033_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AX0033_SP_SET: BRIDGE ABUTMENT
 AX0033_STAMPING: N 767 1943
 AX0033_MARK LOGO: CGS   
 AX0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0033
 AX0033  HISTORY     - Date     Condition        Report By
 AX0033  HISTORY     - 1943     MONUMENTED       CGS
 AX0033  HISTORY     - 1973     GOOD             NGS
 AX0033  HISTORY     - 1976     GOOD             NGS
 AX0033  HISTORY     - 1976     GOOD             NGS
 AX0033  HISTORY     - 1978     GOOD             NGS
 AX0033  HISTORY     - 1986     GOOD             NGS
 AX0033
 AX0033                          STATION DESCRIPTION
 AX0033
 AX0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0033'3.05 MI E FROM CAT SPRING.
 AX0033'3.05 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0033'CROSSING OF FARM ROAD 949 AT CAT SPRING, 0.45 MILE WEST OF THE
 AX0033'CROSSING OF PLUM CREEK ROAD, 7 POLES EAST OF MILE POLE 1027, IN THE
 AX0033'TOP AND 1.8 FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 AX0033'OF RAILROAD BRIDGE 1027.2 OVER LITTLE BERNARD CREEK, 6.1 FEET NORTH OF
 AX0033'THE NORTH RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 AX0033
 AX0033                          STATION RECOVERY (1976)
 AX0033
 AX0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0033'RECOVERED IN GOOD CONDITION.
 AX0033
 AX0033                          STATION RECOVERY (1976)
 AX0033
 AX0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0033'RECOVERED IN GOOD CONDITION.
 AX0033
 AX0033                          STATION RECOVERY (1978)
 AX0033
 AX0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0033'RECOVERED IN GOOD CONDITION.
 AX0033
 AX0033                          STATION RECOVERY (1986)
 AX0033
 AX0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0131 ***********************************************************************
 AW0131  DESIGNATION -  N 768
 AW0131  PID         -  AW0131
 AW0131  STATE/COUNTY-  TX/WALLER
 AW0131  USGS QUAD   -  KATY (1980)
 AW0131
 AW0131                         *CURRENT SURVEY CONTROL
 AW0131  ___________________________________________________________________
 AW0131* NAD 83(1986)-  29 47 09.     (N)    095 50 59.     (W)     SCALED    
 AW0131* NAVD 88     -        43.993  (meters)     144.33   (feet)  ADJUSTED  
 AW0131  ___________________________________________________________________
 AW0131  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW0131  DYNAMIC HT  -          43.932 (meters)     144.13  (feet)  COMP
 AW0131  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW0131  OBS GRAVITY -     979,274.9   (mgal)                       GRAV_OBS
 AW0131
 AW0131  VERT ORDER  -  FIRST     CLASS I
 AW0131
 AW0131.The horizontal coordinates were scaled from a topographic map and have
 AW0131.an estimated accuracy of +/- 6 seconds.
 AW0131
 AW0131.The orthometric height was determined by differential leveling
 AW0131.and adjusted by the National Geodetic Survey in June 1991..
 AW0131
 AW0131.The geoid height was determined by GEOID03.
 AW0131
 AW0131.The dynamic height is computed by dividing the NAVD 88
 AW0131.geopotential number by the normal gravity value computed on the
 AW0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0131.degrees latitude (g = 980.6199 gals.).
 AW0131
 AW0131.The modeled gravity was interpolated from observed gravity values.
 AW0131.The observed gravity was obtained from relative gravimeter ties
 AW0131.to the IGSN71 gravity network.
 AW0131
 AW0131;                    North         East    Units  Estimated Accuracy
 AW0131;SPC TXSC     - 4,220,490.      904,540.      MT  (+/- 180 meters Scaled)
 AW0131
 AW0131                          SUPERSEDED SURVEY CONTROL
 AW0131
 AW0131  NGVD 29 (12/23/87)   43.980  (m)          144.29   (f) ADJUSTED    1 1
 AW0131
 AW0131.Superseded values are not recommended for survey control.
 AW0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0131.See file dsdata.txt to determine how the superseded data were derived.
 AW0131
 AW0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN245984(NAD 83)
 AW0131_MARKER: DB = BENCH MARK DISK
 AW0131_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0131_SP_SET: CULVERT HEADWALL
 AW0131_STAMPING: N 768 1943
 AW0131_MARK LOGO: CGS   
 AW0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0131+STABILITY: SURFACE MOTION
 AW0131
 AW0131  HISTORY     - Date     Condition        Report By
 AW0131  HISTORY     - 1943     MONUMENTED       CGS
 AW0131  HISTORY     - 1973     GOOD             NGS
 AW0131  HISTORY     - 1976     GOOD             NGS
 AW0131  HISTORY     - 1978     GOOD             NGS
 AW0131  HISTORY     - 1986     GOOD             NGS
 AW0131  HISTORY     - 1990     GOOD             USPSQD
 AW0131  HISTORY     - 20030825 MARK NOT FOUND   USPSQD
 AW0131
 AW0131                          STATION DESCRIPTION
 AW0131
 AW0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0131'1.7 MI W FROM KATY.
 AW0131'ABOUT 1.7 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0131'STATION AT KATY, ABOUT 0.1 MILE WEST OF A PRIVATE DIRT ROAD LEADING
 AW0131'NORTH TO A HOUSE, 17.2 FEET NORTH OF THE CENTER LINE OF US HIGHWAY 90,
 AW0131'99.8 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF AND 2.2 FEET WEST
 AW0131'OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 AW0131'HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AW0131
 AW0131                          STATION RECOVERY (1976)
 AW0131
 AW0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0131'RECOVERED IN GOOD CONDITION.
 AW0131
 AW0131                          STATION RECOVERY (1978)
 AW0131
 AW0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0131'RECOVERED IN GOOD CONDITION.
 AW0131
 AW0131                          STATION RECOVERY (1986)
 AW0131
 AW0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0131'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0131'ADD--2.7 KM (1.7 MI) WEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF PIN
 AW0131'OAK ROAD IN KATY.
 AW0131
 AW0131                          STATION RECOVERY (1990)
 AW0131
 AW0131'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0131'RECOVERED IN GOOD CONDITION.
 AW0131
 AW0131                          STATION RECOVERY (2003)
 AW0131
 AW0131'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AW0131'IT APPEARS A NEW HEADWALL HAS BEEN CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2231 ***********************************************************************
 AW2231  DESIGNATION -  N 769
 AW2231  PID         -  AW2231
 AW2231  STATE/COUNTY-  TX/HARRIS
 AW2231  USGS QUAD   -  CLODINE (1995)
 AW2231
 AW2231                         *CURRENT SURVEY CONTROL
 AW2231  ___________________________________________________________________
 AW2231* NAD 83(1986)-  29 42 36.     (N)    095 39 08.     (W)     SCALED    
 AW2231* NAVD 88     -        26.18   (+/-2cm)      85.9    (feet)  VERTCON   
 AW2231  ___________________________________________________________________
 AW2231  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2231
 AW2231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2231
 AW2231.The horizontal coordinates were scaled from a topographic map and have
 AW2231.an estimated accuracy of +/- 6 seconds.
 AW2231
 AW2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2231.The vertical order pertains to the NGVD 29 superseded value.
 AW2231
 AW2231.The geoid height was determined by GEOID03.
 AW2231
 AW2231;                    North         East    Units  Estimated Accuracy
 AW2231;SPC TXSC     - 4,212,620.      923,870.      MT  (+/- 180 meters Scaled)
 AW2231
 AW2231                          SUPERSEDED SURVEY CONTROL
 AW2231
 AW2231  NGVD 29 (??/??/92)   26.169  (m)           85.86   (f) ADJ UNCH    2 0
 AW2231
 AW2231.Superseded values are not recommended for survey control.
 AW2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2231.See file dsdata.txt to determine how the superseded data were derived.
 AW2231
 AW2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN434895(NAD 83)
 AW2231_MARKER: DB = BENCH MARK DISK
 AW2231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2231_SP_SET: CULVERT
 AW2231_STAMPING: N 769 1943
 AW2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2231
 AW2231  HISTORY     - Date     Condition        Report By
 AW2231  HISTORY     - 1943     MONUMENTED       CGS
 AW2231  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW2231  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2231  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2231
 AW2231                          STATION DESCRIPTION
 AW2231
 AW2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW2231'2.15 MI E FROM CLODINE.
 AW2231'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2231'STATION AT CLODINE-- PROCEED 2.15 MILES EASTERLY ALONG THE RAILROAD TO
 AW2231'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE EAST OF MILEPOST 19,
 AW2231'AND 30.6 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF THE
 AW2231'WESTHEIMER ROAD.  IT IS 15.0 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AW2231'AS THE CENTERLINE OF THE WINKLEMANN ROAD LEADING SOUTH, AND SET
 AW2231'HORIZONTALLY IN THE NORTH END OF THE WEST HEADWALL OF A SMALL CONCRETE
 AW2231'CULVERT UNDER THE WINKLEMANN ROAD.  A STANDARD DISK, STAMPED N 769
 AW2231'1943.  NOTE-- BENCH MARK IS ALSO 3.55 MILES WEST OF ALIEF.
 AW2231
 AW2231                          STATION RECOVERY (1970)
 AW2231
 AW2231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW2231'MARK NOT FOUND.
 AW2231
 AW2231                          STATION RECOVERY (1978)
 AW2231
 AW2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2231'NOT RECOVERED.  NOTE=THERE IS NO LONGER A HEADWALL OR CULVERT AT
 AW2231'THE DESCRIBED LOCATION.
 AW2231
 AW2231                          STATION RECOVERY (1994)
 AW2231
 AW2231'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0393 ***********************************************************************
 BN0393  DESIGNATION -  N 77
 BN0393  PID         -  BN0393
 BN0393  STATE/COUNTY-  TX/KIMBLE
 BN0393  USGS QUAD   -  ELM SLOUGH (1987)
 BN0393
 BN0393                         *CURRENT SURVEY CONTROL
 BN0393  ___________________________________________________________________
 BN0393* NAD 83(1986)-  30 31 07.     (N)    099 50 06.     (W)     SCALED    
 BN0393* NAVD 88     -       534.314  (meters)    1753.00   (feet)  POSTED    
 BN0393  ___________________________________________________________________
 BN0393  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BN0393  DYNAMIC HT  -         533.560 (meters)    1750.52  (feet)  COMP
 BN0393  MODELED GRAV-     979,208.2   (mgal)                       NAVD 88
 BN0393
 BN0393  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0393
 BN0393.The horizontal coordinates were scaled from a topographic map and have
 BN0393.an estimated accuracy of +/- 6 seconds.
 BN0393
 BN0393.The orthometric height was determined by differential leveling
 BN0393.and adjusted by the National Geodetic Survey in 1992..
 BN0393.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0393.rate of 0.0 thru 1.0 mm/km.
 BN0393
 BN0393.The geoid height was determined by GEOID03.
 BN0393
 BN0393.The dynamic height is computed by dividing the NAVD 88
 BN0393.geopotential number by the normal gravity value computed on the
 BN0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0393.degrees latitude (g = 980.6199 gals.).
 BN0393
 BN0393.The modeled gravity was interpolated from observed gravity values.
 BN0393
 BN0393;                    North         East    Units  Estimated Accuracy
 BN0393;SPC TX C     - 3,094,550.      747,830.      MT  (+/- 180 meters Scaled)
 BN0393
 BN0393                          SUPERSEDED SURVEY CONTROL
 BN0393
 BN0393  NGVD 29 (??/??/92)  534.272  (m)         1752.86   (f) ADJ UNCH    1 2
 BN0393
 BN0393.Superseded values are not recommended for survey control.
 BN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0393.See file dsdata.txt to determine how the superseded data were derived.
 BN0393
 BN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU198765(NAD 83)
 BN0393_MARKER: DB = BENCH MARK DISK
 BN0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0393_STAMPING: 1752.857 N 77 1931
 BN0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0393+STABILITY: SURFACE MOTION
 BN0393
 BN0393  HISTORY     - Date     Condition        Report By
 BN0393  HISTORY     - 1931     MONUMENTED       CGS
 BN0393  HISTORY     - 1970     GOOD             USGS
 BN0393  HISTORY     - 1981     MARK NOT FOUND   NGS
 BN0393  HISTORY     - 19950805 MARK NOT FOUND   USPSQD
 BN0393
 BN0393                          STATION DESCRIPTION
 BN0393
 BN0393'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BN0393'6.0 MI NW FROM JUNCTION.
 BN0393'JUNCTION, 5.8 MILES NORTHWEST ALONG US 290.  0.2 MILE NORTHEAST OF
 BN0393'INTERSECTION OF US 290 AND FR 2291.  120 FT. NORTH OF CENTER LINE OF
 BN0393'US 290.  40 FT. SOUTHEAST OF OLD ROAD.  STANDARD TABLET IN CONCRETE
 BN0393'POST, STAMPED 1752.857 N 77 1931.
 BN0393
 BN0393                          STATION RECOVERY (1981)
 BN0393
 BN0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0393'MARK NOT FOUND.
 BN0393
 BN0393                          STATION RECOVERY (1995)
 BN0393
 BN0393'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0641 ***********************************************************************
 AE0641  DESIGNATION -  N 770 RESET 1955
 AE0641  PID         -  AE0641
 AE0641  STATE/COUNTY-  TX/STARR
 AE0641  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0641
 AE0641                         *CURRENT SURVEY CONTROL
 AE0641  ___________________________________________________________________
 AE0641* NAD 83(1986)-  26 24 15.     (N)    098 59 21.     (W)     SCALED    
 AE0641* NAVD 88     -        57.390  (meters)     188.29   (feet)  ADJUSTED  
 AE0641  ___________________________________________________________________
 AE0641  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AE0641  DYNAMIC HT  -          57.296 (meters)     187.98  (feet)  COMP
 AE0641  MODELED GRAV-     979,018.8   (mgal)                       NAVD 88
 AE0641
 AE0641  VERT ORDER  -  FIRST     CLASS II
 AE0641
 AE0641.The horizontal coordinates were scaled from a topographic map and have
 AE0641.an estimated accuracy of +/- 6 seconds.
 AE0641
 AE0641.The orthometric height was determined by differential leveling
 AE0641.and adjusted by the National Geodetic Survey in June 1991..
 AE0641
 AE0641.The geoid height was determined by GEOID03.
 AE0641
 AE0641.The dynamic height is computed by dividing the NAVD 88
 AE0641.geopotential number by the normal gravity value computed on the
 AE0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0641.degrees latitude (g = 980.6199 gals.).
 AE0641
 AE0641.The modeled gravity was interpolated from observed gravity values.
 AE0641
 AE0641;                    North         East    Units  Estimated Accuracy
 AE0641;SPC TX S     - 5,081,810.      251,200.      MT  (+/- 180 meters Scaled)
 AE0641
 AE0641                          SUPERSEDED SURVEY CONTROL
 AE0641
 AE0641  NGVD 29 (??/??/92)   57.438  (m)          188.44   (f) ADJ UNCH    1 2
 AE0641
 AE0641.Superseded values are not recommended for survey control.
 AE0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0641.See file dsdata.txt to determine how the superseded data were derived.
 AE0641
 AE0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ010204(NAD 83)
 AE0641_MARKER: DB = BENCH MARK DISK
 AE0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0641_SP_SET: CULVERT
 AE0641_STAMPING: N 770 RESET 1955
 AE0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0641
 AE0641  HISTORY     - Date     Condition        Report By
 AE0641  HISTORY     - 1955     MONUMENTED       CGS
 AE0641  HISTORY     - 1956     GOOD             NGS
 AE0641  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0641
 AE0641                          STATION DESCRIPTION
 AE0641
 AE0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0641'1.8 MI E FROM ROMA.
 AE0641'1.8 MILES EAST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT ROMA,
 AE0641'27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF THE
 AE0641'CENTER LINE OF A DIRT ROAD LEADING SOUTH, SET IN THE TOP OF THE WEST
 AE0641'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 AE0641
 AE0641                          STATION RECOVERY (1981)
 AE0641
 AE0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0641'PRESUMED DESTROYED.  N 770 RESET 1979 FOUND IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1290 ***********************************************************************
 AE1290  DESIGNATION -  N 770 RESET 1979
 AE1290  PID         -  AE1290
 AE1290  STATE/COUNTY-  TX/STARR
 AE1290  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1290
 AE1290                         *CURRENT SURVEY CONTROL
 AE1290  ___________________________________________________________________
 AE1290* NAD 83(1986)-  26 24 15.     (N)    098 59 21.     (W)     SCALED    
 AE1290* NAVD 88     -        57.254  (meters)     187.84   (feet)  ADJUSTED  
 AE1290  ___________________________________________________________________
 AE1290  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AE1290  DYNAMIC HT  -          57.160 (meters)     187.53  (feet)  COMP
 AE1290  MODELED GRAV-     979,018.8   (mgal)                       NAVD 88
 AE1290
 AE1290  VERT ORDER  -  FIRST     CLASS II
 AE1290
 AE1290.The horizontal coordinates were scaled from a topographic map and have
 AE1290.an estimated accuracy of +/- 6 seconds.
 AE1290
 AE1290.The orthometric height was determined by differential leveling
 AE1290.and adjusted by the National Geodetic Survey in June 1991..
 AE1290
 AE1290.The geoid height was determined by GEOID03.
 AE1290
 AE1290.The dynamic height is computed by dividing the NAVD 88
 AE1290.geopotential number by the normal gravity value computed on the
 AE1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1290.degrees latitude (g = 980.6199 gals.).
 AE1290
 AE1290.The modeled gravity was interpolated from observed gravity values.
 AE1290
 AE1290;                    North         East    Units  Estimated Accuracy
 AE1290;SPC TX S     - 5,081,810.      251,200.      MT  (+/- 180 meters Scaled)
 AE1290
 AE1290                          SUPERSEDED SURVEY CONTROL
 AE1290
 AE1290.No superseded survey control is available for this station.
 AE1290
 AE1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ010204(NAD 83)
 AE1290_MARKER: DB = BENCH MARK DISK
 AE1290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1290_SP_SET: HEADWALL
 AE1290_STAMPING: N 770 RESET 1979
 AE1290_MARK LOGO: NGS   
 AE1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1290+STABILITY: SURFACE MOTION
 AE1290
 AE1290  HISTORY     - Date     Condition        Report By
 AE1290  HISTORY     - 1979     MONUMENTED       NGS
 AE1290  HISTORY     - 1981     GOOD             NGS
 AE1290
 AE1290                          STATION DESCRIPTION
 AE1290
 AE1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1290'3.8 KM (2.35 MI) EAST FROM ROMA.
 AE1290'NOTE, RECOVERED THIS DATE.  NEW DESCRIPTION FOLLOWS, 3.8 KM
 AE1290'(2.35 MI) EAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN ROMA,
 AE1290'ALSO 2.9 KM (1.8 MI) EAST OF THE CATHOLIC CHURCH IN ROMA, SET IN TOP
 AE1290'OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER
 AE1290'HIGHWAY, 12.8 METERS (42.0 FT) SOUTH OF CENTER OF HIGHWAY AND
 AE1290'0.64 METERS (2.1 FT) EAST OF CENTER OF GRAVEL ROAD LEADING SOUTH.
 AE1290'THE MARK IS ABOVE LEVEL WITH HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0795 ***********************************************************************
 AE0795  DESIGNATION -  N 771
 AE0795  PID         -  AE0795
 AE0795  STATE/COUNTY-  TX/JIM HOGG
 AE0795  USGS QUAD   -  LAS ESCOBAS RANCH (1993)
 AE0795
 AE0795                         *CURRENT SURVEY CONTROL
 AE0795  ___________________________________________________________________
 AE0795* NAD 83(1986)-  26 43 03.     (N)    098 57 19.     (W)     SCALED    
 AE0795* NAVD 88     -       110.942  (meters)     363.98   (feet)  ADJUSTED  
 AE0795  ___________________________________________________________________
 AE0795  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AE0795  DYNAMIC HT  -         110.761 (meters)     363.39  (feet)  COMP
 AE0795  MODELED GRAV-     979,018.0   (mgal)                       NAVD 88
 AE0795
 AE0795  VERT ORDER  -  SECOND    CLASS 0
 AE0795
 AE0795.The horizontal coordinates were scaled from a topographic map and have
 AE0795.an estimated accuracy of +/- 6 seconds.
 AE0795
 AE0795.The orthometric height was determined by differential leveling
 AE0795.and adjusted by the National Geodetic Survey in June 1991..
 AE0795
 AE0795.The geoid height was determined by GEOID03.
 AE0795
 AE0795.The dynamic height is computed by dividing the NAVD 88
 AE0795.geopotential number by the normal gravity value computed on the
 AE0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0795.degrees latitude (g = 980.6199 gals.).
 AE0795
 AE0795.The modeled gravity was interpolated from observed gravity values.
 AE0795
 AE0795;                    North         East    Units  Estimated Accuracy
 AE0795;SPC TX S     - 5,116,510.      254,700.      MT  (+/- 180 meters Scaled)
 AE0795
 AE0795                          SUPERSEDED SURVEY CONTROL
 AE0795
 AE0795  NGVD 29 (??/??/92)  110.996  (m)          364.16   (f) ADJ UNCH    2 0
 AE0795
 AE0795.Superseded values are not recommended for survey control.
 AE0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0795.See file dsdata.txt to determine how the superseded data were derived.
 AE0795
 AE0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ044551(NAD 83)
 AE0795_MARKER: DB = BENCH MARK DISK
 AE0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0795_STAMPING: N 771 1942
 AE0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0795+STABILITY: SURFACE MOTION
 AE0795
 AE0795  HISTORY     - Date     Condition        Report By
 AE0795  HISTORY     - 1942     MONUMENTED       CGS
 AE0795
 AE0795                          STATION DESCRIPTION
 AE0795
 AE0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0795'13.5 MI SW FROM GUERRA.
 AE0795'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0795'GUERRA) PROCEED 10.9 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO THE
 AE0795'JUNCTION OF A COUNTY GRAVEL ROAD LEADING SOUTH TO ROMA AND SITE OF
 AE0795'BENCH MARK.  BENCH MARK IS 80.0 FEET NORTHWEST OF THE CENTERLINE OF
 AE0795'INTERSECTION, 18.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0795'CENTERLINE OF DIRT ROAD.  IT IS 14.0 FEET NORTH OF THE CENTERLINE OF A
 AE0795'GATE IN THE RIGHT OF WAY FENCE, 1.0 FOOT WEST OF THE RIGHT OF WAY
 AE0795'FENCE.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER
 AE0795'POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0857 ***********************************************************************
 AE0857  DESIGNATION -  N 772
 AE0857  PID         -  AE0857
 AE0857  STATE/COUNTY-  TX/STARR
 AE0857  USGS QUAD   -  VIBORAS (1993)
 AE0857
 AE0857                         *CURRENT SURVEY CONTROL
 AE0857  ___________________________________________________________________
 AE0857* NAD 83(1986)-  26 41 10.     (N)    098 49 31.     (W)     SCALED    
 AE0857* NAVD 88     -       121.124  (meters)     397.39   (feet)  ADJUSTED  
 AE0857  ___________________________________________________________________
 AE0857  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0857  DYNAMIC HT  -         120.926 (meters)     396.74  (feet)  COMP
 AE0857  MODELED GRAV-     979,006.9   (mgal)                       NAVD 88
 AE0857
 AE0857  VERT ORDER  -  SECOND    CLASS 0
 AE0857
 AE0857.The horizontal coordinates were scaled from a topographic map and have
 AE0857.an estimated accuracy of +/- 6 seconds.
 AE0857
 AE0857.The orthometric height was determined by differential leveling
 AE0857.and adjusted by the National Geodetic Survey in June 1991..
 AE0857
 AE0857.The geoid height was determined by GEOID03.
 AE0857
 AE0857.The dynamic height is computed by dividing the NAVD 88
 AE0857.geopotential number by the normal gravity value computed on the
 AE0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0857.degrees latitude (g = 980.6199 gals.).
 AE0857
 AE0857.The modeled gravity was interpolated from observed gravity values.
 AE0857
 AE0857;                    North         East    Units  Estimated Accuracy
 AE0857;SPC TX S     - 5,112,990.      267,630.      MT  (+/- 180 meters Scaled)
 AE0857
 AE0857                          SUPERSEDED SURVEY CONTROL
 AE0857
 AE0857  NGVD 29 (??/??/92)  121.175  (m)          397.56   (f) ADJ UNCH    2 0
 AE0857
 AE0857.Superseded values are not recommended for survey control.
 AE0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0857.See file dsdata.txt to determine how the superseded data were derived.
 AE0857
 AE0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ173516(NAD 83)
 AE0857_MARKER: DB = BENCH MARK DISK
 AE0857_SETTING: 66 = SET IN ROCK OUTCROP
 AE0857_SP_SET: LIME STONE BED ROCK
 AE0857_STAMPING: N 772 1942
 AE0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0857+STABILITY: POSITION/ELEVATION WELL
 AE0857
 AE0857  HISTORY     - Date     Condition        Report By
 AE0857  HISTORY     - 1942     MONUMENTED       CGS
 AE0857  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0857
 AE0857                          STATION DESCRIPTION
 AE0857
 AE0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0857'19.7 MI W FROM LA GLORIA.
 AE0857'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 19.7 MILES
 AE0857'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0857'IS SET HORIZONTALLY IN THE TOP OF A 3X4 FOOT LIME STONE BED ROCK. IT
 AE0857'IS 36.0 FEET SOUTH OF AND ACROSS THE ROAD FROM A FENCE LINE RUNNING
 AE0857'EAST AND WEST, 16.5 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE
 AE0857'CENTERLINE OF THE ROAD.  IT IS 0.4 MILE EAST OF A DOUBLE 2.5 FOOT IRON
 AE0857'PIPE CULVERT UNDER THE ROAD.
 AE0857
 AE0857                          STATION RECOVERY (1972)
 AE0857
 AE0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1012 ***********************************************************************
 AE1012  DESIGNATION -  N 774
 AE1012  PID         -  AE1012
 AE1012  STATE/COUNTY-  TX/ZAPATA
 AE1012  USGS QUAD   -  BECKWITH ARM (1980)
 AE1012
 AE1012                         *CURRENT SURVEY CONTROL
 AE1012  ___________________________________________________________________
 AE1012* NAD 83(1986)-  26 40 42.     (N)    099 10 19.     (W)     SCALED    
 AE1012* NAVD 88     -        73.966  (meters)     242.67   (feet)  ADJUSTED  
 AE1012  ___________________________________________________________________
 AE1012  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AE1012  DYNAMIC HT  -          73.846 (meters)     242.28  (feet)  COMP
 AE1012  MODELED GRAV-     979,025.0   (mgal)                       NAVD 88
 AE1012
 AE1012  VERT ORDER  -  SECOND    CLASS 0
 AE1012
 AE1012.The horizontal coordinates were scaled from a topographic map and have
 AE1012.an estimated accuracy of +/- 6 seconds.
 AE1012
 AE1012.The orthometric height was determined by differential leveling
 AE1012.and adjusted by the National Geodetic Survey in June 1991..
 AE1012
 AE1012.The geoid height was determined by GEOID03.
 AE1012
 AE1012.The dynamic height is computed by dividing the NAVD 88
 AE1012.geopotential number by the normal gravity value computed on the
 AE1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1012.degrees latitude (g = 980.6199 gals.).
 AE1012
 AE1012.The modeled gravity was interpolated from observed gravity values.
 AE1012
 AE1012;                    North         East    Units  Estimated Accuracy
 AE1012;SPC TX S     - 5,112,260.      233,120.      MT  (+/- 180 meters Scaled)
 AE1012
 AE1012                          SUPERSEDED SURVEY CONTROL
 AE1012
 AE1012  NGVD 29 (??/??/92)   74.01   (m)          242.8    (f) COMPUTED    2 0
 AE1012
 AE1012.Superseded values are not recommended for survey control.
 AE1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1012.See file dsdata.txt to determine how the superseded data were derived.
 AE1012
 AE1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ828508(NAD 83)
 AE1012_MARKER: DB = BENCH MARK DISK
 AE1012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1012_SP_SET: CULVERT
 AE1012_STAMPING: N 774 1942
 AE1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1012
 AE1012  HISTORY     - Date     Condition        Report By
 AE1012  HISTORY     - 1942     MONUMENTED       CGS
 AE1012  HISTORY     - 1957     MARK NOT FOUND   USGS
 AE1012
 AE1012                          STATION DESCRIPTION
 AE1012
 AE1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE1012'22.0 MI NW FROM ROMA.
 AE1012'TO REACH FROM THE CATHOLIC CHURCH AT ROMA, PROCEED 22.0 MILES
 AE1012'NORTHWESTERLY ALONG U.S. HIGHWAY NO. 83 TO A CONCRETE BRIDGE AND SITE
 AE1012'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST
 AE1012'WINGWALL OF A 140.0 FOOT CONCRETE BRIDGE OVER THE ARROYO DEL TIGRE. IT
 AE1012'IS 15.4 FEET NORTHEAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF
 AE1012'THE HIGHWAY.
 AE1012
 AE1012                          STATION RECOVERY (1957)
 AE1012
 AE1012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AE1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0973 ***********************************************************************
 AJ0973  DESIGNATION -  N 775 RESET 1970
 AJ0973  PID         -  AJ0973
 AJ0973  STATE/COUNTY-  TX/ZAPATA
 AJ0973  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0973
 AJ0973                         *CURRENT SURVEY CONTROL
 AJ0973  ___________________________________________________________________
 AJ0973* NAD 83(1986)-  27 04 04.     (N)    099 23 22.     (W)     SCALED    
 AJ0973* NAVD 88     -       147.18   (meters)     482.9    (feet)  RESET     
 AJ0973  ___________________________________________________________________
 AJ0973  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AJ0973
 AJ0973  VERT ORDER  -  THIRD
 AJ0973
 AJ0973.The horizontal coordinates were scaled from a topographic map and have
 AJ0973.an estimated accuracy of +/- 6 seconds.
 AJ0973
 AJ0973.The orthometric height was computed from unverified reset data.
 AJ0973
 AJ0973.The geoid height was determined by GEOID03.
 AJ0973
 AJ0973;                    North         East    Units  Estimated Accuracy
 AJ0973;SPC TX S     - 5,155,540.      211,780.      MT  (+/- 180 meters Scaled)
 AJ0973
 AJ0973                          SUPERSEDED SURVEY CONTROL
 AJ0973
 AJ0973.No superseded survey control is available for this station.
 AJ0973
 AJ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ613940(NAD 83)
 AJ0973_MARKER: DB = BENCH MARK DISK
 AJ0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0973_STAMPING: N 775 RESET 1970
 AJ0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0973+STABILITY: SURFACE MOTION
 AJ0973
 AJ0973  HISTORY     - Date     Condition        Report By
 AJ0973  HISTORY     - 1970     MONUMENTED       NGS
 AJ0973
 AJ0973                          STATION DESCRIPTION
 AJ0973
 AJ0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AJ0973'4.0 MI NE FROM SAN YGNACIO.
 AJ0973'ABOUT 4.0 MILES NORTHEAST ALONG FARM-TO-MARKET ROAD F.M. 3169 FROM THE
 AJ0973'CATHOLIC CHUCRCH AT SAN YGNACIO, ZAPATA COUNTY, TEXAS, 115 FEET
 AJ0973'NORTHEAST OF THE SUMMIT OF A STEEP HILL, 61 FEET SOUTHEAST OF THE
 AJ0973'CENTER LINE OF THE ROAD, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 4
 AJ0973'FEET SOUTHWEST OF A WHITE WOODEN POST, AND 4.8 FEET HIGHER THAN THE
 AJ0973'ROAD.  A C AND GS DISK, STAMPED N 775 RESET 1970 AND SET IN THE TOP OF
 AJ0973'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0578 ***********************************************************************
 AJ0578  DESIGNATION -  N 778
 AJ0578  PID         -  AJ0578
 AJ0578  STATE/COUNTY-  TX/JIM HOGG
 AJ0578  USGS QUAD   -  MC CAMPBELL RANCH (1972)
 AJ0578
 AJ0578                         *CURRENT SURVEY CONTROL
 AJ0578  ___________________________________________________________________
 AJ0578* NAD 83(1986)-  27 14 23.     (N)    098 43 26.     (W)     SCALED    
 AJ0578* NAVD 88     -       186.066  (meters)     610.45   (feet)  ADJUSTED  
 AJ0578  ___________________________________________________________________
 AJ0578  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AJ0578  DYNAMIC HT  -         185.766 (meters)     609.47  (feet)  COMP
 AJ0578  MODELED GRAV-     979,031.1   (mgal)                       NAVD 88
 AJ0578
 AJ0578  VERT ORDER  -  SECOND    CLASS 0
 AJ0578
 AJ0578.The horizontal coordinates were scaled from a topographic map and have
 AJ0578.an estimated accuracy of +/- 6 seconds.
 AJ0578
 AJ0578.The orthometric height was determined by differential leveling
 AJ0578.and adjusted by the National Geodetic Survey in June 1991..
 AJ0578
 AJ0578.The geoid height was determined by GEOID03.
 AJ0578
 AJ0578.The dynamic height is computed by dividing the NAVD 88
 AJ0578.geopotential number by the normal gravity value computed on the
 AJ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0578.degrees latitude (g = 980.6199 gals.).
 AJ0578
 AJ0578.The modeled gravity was interpolated from observed gravity values.
 AJ0578
 AJ0578;                    North         East    Units  Estimated Accuracy
 AJ0578;SPC TX S     - 5,174,300.      277,830.      MT  (+/- 180 meters Scaled)
 AJ0578
 AJ0578                          SUPERSEDED SURVEY CONTROL
 AJ0578
 AJ0578  NGVD 29 (??/??/92)  186.091  (m)          610.53   (f) ADJ UNCH    2 0
 AJ0578
 AJ0578.Superseded values are not recommended for survey control.
 AJ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0578.See file dsdata.txt to determine how the superseded data were derived.
 AJ0578
 AJ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR273130(NAD 83)
 AJ0578_MARKER: DB = BENCH MARK DISK
 AJ0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0578_STAMPING: N 778 1943
 AJ0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0578+STABILITY: SURFACE MOTION
 AJ0578
 AJ0578  HISTORY     - Date     Condition        Report By
 AJ0578  HISTORY     - 1943     MONUMENTED       CGS
 AJ0578  HISTORY     - 1949     GOOD             NGS
 AJ0578  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0578
 AJ0578                          STATION DESCRIPTION
 AJ0578
 AJ0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0578'5.8 MI SW FROM HEBBRONVILLE.
 AJ0578'A STANDARD DISK SET IN A CONCRETE MONUMENT, PROJECTING 4 INCHES, 45
 AJ0578'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET WEST OF THE EAST
 AJ0578'RIGHT-OF-WAY FENCE, 2.5 FEET NORTH OF A WHITE 4X4 WITNESS POST AND AT
 AJ0578'THE TOP OF A SMALL DIVIDE.  NOTE-- TO REACH FROM HEBBRONVILLE - GO
 AJ0578'SOUTH ON HIGHWAY NO. 285 FROM THE JUNCTION WITH HIGHWAY NO. 59, 0.3
 AJ0578'MILES.  THEN TURN RIGHT AND GO WEST AND SOUTH ON HIGHWAY NO. 496, 5.5
 AJ0578'MILES TO THE BENCH MARK ON THE LEFT OR EAST SIDE OF THE HIGHWAY.
 AJ0578
 AJ0578                          STATION RECOVERY (1968)
 AJ0578
 AJ0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0035 ***********************************************************************
 BO0035  DESIGNATION -  N 78
 BO0035  PID         -  BO0035
 BO0035  STATE/COUNTY-  TX/EDWARDS
 BO0035  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0035
 BO0035                         *CURRENT SURVEY CONTROL
 BO0035  ___________________________________________________________________
 BO0035* NAD 83(1986)-  30 01 07.     (N)    100 12 18.     (W)     SCALED    
 BO0035* NAVD 88     -       730.744  (meters)    2397.45   (feet)  ADJUSTED  
 BO0035  ___________________________________________________________________
 BO0035  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BO0035  DYNAMIC HT  -         729.657 (meters)    2393.88  (feet)  COMP
 BO0035  MODELED GRAV-     979,130.4   (mgal)                       NAVD 88
 BO0035
 BO0035  VERT ORDER  -  FIRST     CLASS II
 BO0035
 BO0035.The horizontal coordinates were scaled from a topographic map and have
 BO0035.an estimated accuracy of +/- 6 seconds.
 BO0035
 BO0035.The orthometric height was determined by differential leveling
 BO0035.and adjusted by the National Geodetic Survey in June 1991..
 BO0035
 BO0035.The geoid height was determined by GEOID03.
 BO0035
 BO0035.The dynamic height is computed by dividing the NAVD 88
 BO0035.geopotential number by the normal gravity value computed on the
 BO0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0035.degrees latitude (g = 980.6199 gals.).
 BO0035
 BO0035.The modeled gravity was interpolated from observed gravity values.
 BO0035
 BO0035;                    North         East    Units  Estimated Accuracy
 BO0035;SPC TXSC     - 4,242,790.      483,770.      MT  (+/- 180 meters Scaled)
 BO0035
 BO0035                          SUPERSEDED SURVEY CONTROL
 BO0035
 BO0035  NGVD 29 (??/??/92)  730.675  (m)         2397.22   (f) ADJ UNCH    1 2
 BO0035
 BO0035.Superseded values are not recommended for survey control.
 BO0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0035.See file dsdata.txt to determine how the superseded data were derived.
 BO0035
 BO0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU837214(NAD 83)
 BO0035_MARKER: DB = BENCH MARK DISK
 BO0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0035_STAMPING: 2397.223 N 78 1931
 BO0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0035+STABILITY: SURFACE MOTION
 BO0035
 BO0035  HISTORY     - Date     Condition        Report By
 BO0035  HISTORY     - 1931     MONUMENTED       CGS
 BO0035  HISTORY     - 1971     MARK NOT FOUND   USGS
 BO0035  HISTORY     - 1981     MARK NOT FOUND   NGS
 BO0035
 BO0035                          STATION DESCRIPTION
 BO0035
 BO0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BO0035'IN ROCK SPRINGS.
 BO0035'AT ROCKSPRINGS, EDWARDS COUNTY, AT THE HIGH SCHOOL, AT THE NORTHWEST
 BO0035'CORNER OF THE SCHOOLYARD, 50 FEET EAST OF STATE HIGHWAY 41, AND JUST
 BO0035'INSIDE OF A CONCRETE WALL.  A STANDARD DISK, STAMPED 2397.223 N 78
 BO0035'1931 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BO0035'NOTE-- SCHOOL HAS BEEN REPLACED WITH NEW BUILDINGS, SCHOOL YARD
 BO0035'EXTENDED NORTH.  THE BM MAY RECOVERED WITH 8 TO 10 INCHES OF SOD.
 BO0035
 BO0035                          STATION RECOVERY (1971)
 BO0035
 BO0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BO0035'MARK NOT FOUND.
 BO0035
 BO0035                          STATION RECOVERY (1981)
 BO0035
 BO0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0683 ***********************************************************************
 AJ0683  DESIGNATION -  N 780
 AJ0683  PID         -  AJ0683
 AJ0683  STATE/COUNTY-  TX/JIM HOGG
 AJ0683  USGS QUAD   -  ARMSTRONG RANCH (1972)
 AJ0683
 AJ0683                         *CURRENT SURVEY CONTROL
 AJ0683  ___________________________________________________________________
 AJ0683* NAD 83(1986)-  27 13 56.     (N)    098 51 00.     (W)     SCALED    
 AJ0683* NAVD 88     -       245.574  (meters)     805.69   (feet)  POSTED    
 AJ0683  ___________________________________________________________________
 AJ0683  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AJ0683  DYNAMIC HT  -         245.180 (meters)     804.39  (feet)  COMP
 AJ0683  MODELED GRAV-     979,023.8   (mgal)                       NAVD 88
 AJ0683
 AJ0683  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0683
 AJ0683.The horizontal coordinates were scaled from a topographic map and have
 AJ0683.an estimated accuracy of +/- 6 seconds.
 AJ0683
 AJ0683.The orthometric height was determined by differential leveling
 AJ0683.and adjusted by the National Geodetic Survey in 1992..
 AJ0683.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0683.rate of 0.0 thru 1.0 mm/km.
 AJ0683
 AJ0683.The geoid height was determined by GEOID03.
 AJ0683
 AJ0683.The dynamic height is computed by dividing the NAVD 88
 AJ0683.geopotential number by the normal gravity value computed on the
 AJ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0683.degrees latitude (g = 980.6199 gals.).
 AJ0683
 AJ0683.The modeled gravity was interpolated from observed gravity values.
 AJ0683
 AJ0683;                    North         East    Units  Estimated Accuracy
 AJ0683;SPC TX S     - 5,173,500.      265,340.      MT  (+/- 180 meters Scaled)
 AJ0683
 AJ0683                          SUPERSEDED SURVEY CONTROL
 AJ0683
 AJ0683  NGVD 29 (??/??/92)  245.593  (m)          805.75   (f) ADJ UNCH    2 0
 AJ0683
 AJ0683.Superseded values are not recommended for survey control.
 AJ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0683.See file dsdata.txt to determine how the superseded data were derived.
 AJ0683
 AJ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR148121(NAD 83)
 AJ0683_MARKER: DB = BENCH MARK DISK
 AJ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0683_STAMPING: N 780 1943
 AJ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0683+STABILITY: SURFACE MOTION
 AJ0683
 AJ0683  HISTORY     - Date     Condition        Report By
 AJ0683  HISTORY     - 1943     MONUMENTED       CGS
 AJ0683
 AJ0683                          STATION DESCRIPTION
 AJ0683
 AJ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0683'14.5 MI SW FROM HEBBRONVILLE.
 AJ0683'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0683'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0683'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.
 AJ0683'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 12.5 MILES TO
 AJ0683'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE EAST OF A
 AJ0683'CATTLEGUARD AND INTERSECTION OF A ROAD LEADING NORTHERLY.  19 FEET
 AJ0683'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AJ0683'3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT NORTH
 AJ0683'OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0549 ***********************************************************************
 AJ0549  DESIGNATION -  N 781
 AJ0549  PID         -  AJ0549
 AJ0549  STATE/COUNTY-  TX/JIM HOGG
 AJ0549  USGS QUAD   -  ALTA VISTA RANCH SW (1972)
 AJ0549
 AJ0549                         *CURRENT SURVEY CONTROL
 AJ0549  ___________________________________________________________________
 AJ0549* NAD 83(1986)-  27 00 41.     (N)    098 37 48.     (W)     SCALED    
 AJ0549* NAVD 88     -       144.161  (meters)     472.97   (feet)  ADJUSTED  
 AJ0549  ___________________________________________________________________
 AJ0549  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AJ0549  DYNAMIC HT  -         143.927 (meters)     472.20  (feet)  COMP
 AJ0549  MODELED GRAV-     979,024.6   (mgal)                       NAVD 88
 AJ0549
 AJ0549  VERT ORDER  -  SECOND    CLASS 0
 AJ0549
 AJ0549.The horizontal coordinates were scaled from a topographic map and have
 AJ0549.an estimated accuracy of +/- 6 seconds.
 AJ0549
 AJ0549.The orthometric height was determined by differential leveling
 AJ0549.and adjusted by the National Geodetic Survey in June 1991..
 AJ0549
 AJ0549.The geoid height was determined by GEOID03.
 AJ0549
 AJ0549.The dynamic height is computed by dividing the NAVD 88
 AJ0549.geopotential number by the normal gravity value computed on the
 AJ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0549.degrees latitude (g = 980.6199 gals.).
 AJ0549
 AJ0549.The modeled gravity was interpolated from observed gravity values.
 AJ0549
 AJ0549;                    North         East    Units  Estimated Accuracy
 AJ0549;SPC TX S     - 5,148,990.      287,100.      MT  (+/- 180 meters Scaled)
 AJ0549
 AJ0549                          SUPERSEDED SURVEY CONTROL
 AJ0549
 AJ0549  NGVD 29 (??/??/92)  144.197  (m)          473.09   (f) ADJ UNCH    2 0
 AJ0549
 AJ0549.Superseded values are not recommended for survey control.
 AJ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0549.See file dsdata.txt to determine how the superseded data were derived.
 AJ0549
 AJ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ367877(NAD 83)
 AJ0549_MARKER: DB = BENCH MARK DISK
 AJ0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0549_STAMPING: N 781 1943
 AJ0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0549+STABILITY: SURFACE MOTION
 AJ0549
 AJ0549  HISTORY     - Date     Condition        Report By
 AJ0549  HISTORY     - 1943     MONUMENTED       CGS
 AJ0549  HISTORY     - 1972     GOOD             NGS
 AJ0549
 AJ0549                          STATION DESCRIPTION
 AJ0549
 AJ0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AJ0549'2.7 MI E FROM PALANGANA RANCH.
 AJ0549'2.7 MILES NORTHEAST ALONG THE ROAD FROM THE PALANGANA RANCH
 AJ0549'HEADQUARTERS TO A BEND IN THE ROAD TO THE NORTH, FROM THIS BEND, 340
 AJ0549'FEET SOUTH TO AN OLD TRACK ROAD PARALELLING THE MAIN ROAD, 0.3 MILE
 AJ0549'SOUTHWEST ALONG TRACK ROAD.  MARKER IS LOCATED IN A SMALL OPEN 16 FEET
 AJ0549'SOUTH OF THE ROAD BED AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AJ0549'STAMPED N 781 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AJ0549'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0946 ***********************************************************************
 AE0946  DESIGNATION -  N 783
 AE0946  PID         -  AE0946
 AE0946  STATE/COUNTY-  TX/STARR
 AE0946  USGS QUAD   -  CUEVITAS (1972)
 AE0946
 AE0946                         *CURRENT SURVEY CONTROL
 AE0946  ___________________________________________________________________
 AE0946* NAD 83(1986)-  26 46 28.     (N)    098 49 06.     (W)     SCALED    
 AE0946* NAVD 88     -       153.197  (meters)     502.61   (feet)  ADJUSTED  
 AE0946  ___________________________________________________________________
 AE0946  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AE0946  DYNAMIC HT  -         152.945 (meters)     501.79  (feet)  COMP
 AE0946  MODELED GRAV-     979,004.2   (mgal)                       NAVD 88
 AE0946
 AE0946  VERT ORDER  -  SECOND    CLASS 0
 AE0946
 AE0946.The horizontal coordinates were scaled from a topographic map and have
 AE0946.an estimated accuracy of +/- 6 seconds.
 AE0946
 AE0946.The orthometric height was determined by differential leveling
 AE0946.and adjusted by the National Geodetic Survey in June 1991..
 AE0946
 AE0946.The geoid height was determined by GEOID03.
 AE0946
 AE0946.The dynamic height is computed by dividing the NAVD 88
 AE0946.geopotential number by the normal gravity value computed on the
 AE0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0946.degrees latitude (g = 980.6199 gals.).
 AE0946
 AE0946.The modeled gravity was interpolated from observed gravity values.
 AE0946
 AE0946;                    North         East    Units  Estimated Accuracy
 AE0946;SPC TX S     - 5,122,770.      268,340.      MT  (+/- 180 meters Scaled)
 AE0946
 AE0946                          SUPERSEDED SURVEY CONTROL
 AE0946
 AE0946  NGVD 29 (??/??/92)  153.238  (m)          502.75   (f) ADJ UNCH    2 0
 AE0946
 AE0946.Superseded values are not recommended for survey control.
 AE0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0946.See file dsdata.txt to determine how the superseded data were derived.
 AE0946
 AE0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ180614(NAD 83)
 AE0946_MARKER: DB = BENCH MARK DISK
 AE0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0946_STAMPING: N 783 1943
 AE0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0946+STABILITY: SURFACE MOTION
 AE0946
 AE0946  HISTORY     - Date     Condition        Report By
 AE0946  HISTORY     - 1943     MONUMENTED       CGS
 AE0946
 AE0946                          STATION DESCRIPTION
 AE0946
 AE0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0946'2.3 MI NE FROM VIBORAS.
 AE0946'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED NORTHEASTERLY ON A
 AE0946'TRACK ROAD TO THE A. C. JONES RANCH AND GO 2.3 MILES TO SITE OF BENCH
 AE0946'MARK.  BENCH MARK IS ABOUT 300 FEET WEST OF WHERE THE ROAD CROSSES A
 AE0946'WASH.  17 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AE0946'OF THE ROAD.  AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1325 ***********************************************************************
 AX1325  DESIGNATION -  N 784
 AX1325  PID         -  AX1325
 AX1325  STATE/COUNTY-  TX/BASTROP
 AX1325  USGS QUAD   -  RED ROCK (1981)
 AX1325
 AX1325                         *CURRENT SURVEY CONTROL
 AX1325  ___________________________________________________________________
 AX1325* NAD 83(1986)-  29 56 26.     (N)    097 22 54.     (W)     SCALED    
 AX1325* NAVD 88     -       150.59   (+/-2cm)     494.1    (feet)  VERTCON   
 AX1325  ___________________________________________________________________
 AX1325  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX1325
 AX1325  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1325
 AX1325.The horizontal coordinates were scaled from a topographic map and have
 AX1325.an estimated accuracy of +/- 6 seconds.
 AX1325
 AX1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1325.The vertical order pertains to the NGVD 29 superseded value.
 AX1325
 AX1325.The geoid height was determined by GEOID03.
 AX1325
 AX1325;                    North         East    Units  Estimated Accuracy
 AX1325;SPC TX C     - 3,034,140.      984,950.      MT  (+/- 180 meters Scaled)
 AX1325
 AX1325                          SUPERSEDED SURVEY CONTROL
 AX1325
 AX1325  NGVD 29 (??/??/92)  150.522  (m)          493.84   (f) ADJ UNCH    1 2
 AX1325
 AX1325.Superseded values are not recommended for survey control.
 AX1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1325.See file dsdata.txt to determine how the superseded data were derived.
 AX1325
 AX1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU561133(NAD 83)
 AX1325_MARKER: DB = BENCH MARK DISK
 AX1325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1325_SP_SET: CULVERT
 AX1325_STAMPING: N 784 1943
 AX1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1325
 AX1325  HISTORY     - Date     Condition        Report By
 AX1325  HISTORY     - 1943     MONUMENTED       CGS
 AX1325
 AX1325                          STATION DESCRIPTION
 AX1325
 AX1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1325'4.4 MI E FROM REDROCK.
 AX1325'4.4 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1325'STATION AT REDROCK, 1.6 MILES WEST OF THE STATION SIGN AT JORDAN, AT A
 AX1325'CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL, 15
 AX1325'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE
 AX1325'TRACK.  A STANDARD DISK, STAMPED N 784 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2178 ***********************************************************************
 AX2178  DESIGNATION -  N 788
 AX2178  PID         -  AX2178
 AX2178  STATE/COUNTY-  TX/GUADALUPE
 AX2178  USGS QUAD   -  KINGSBURY (1994)
 AX2178
 AX2178                         *CURRENT SURVEY CONTROL
 AX2178  ___________________________________________________________________
 AX2178* NAD 83(1986)-  29 41 22.     (N)    097 47 27.     (W)     SCALED    
 AX2178* NAVD 88     -       148.03   (+/-2cm)     485.7    (feet)  VERTCON   
 AX2178  ___________________________________________________________________
 AX2178  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2178
 AX2178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2178
 AX2178.The horizontal coordinates were scaled from a topographic map and have
 AX2178.an estimated accuracy of +/- 6 seconds.
 AX2178
 AX2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2178.The vertical order pertains to the NGVD 29 superseded value.
 AX2178
 AX2178.The geoid height was determined by GEOID03.
 AX2178
 AX2178;                    North         East    Units  Estimated Accuracy
 AX2178;SPC TXSC     - 4,206,310.      717,010.      MT  (+/- 180 meters Scaled)
 AX2178
 AX2178                          SUPERSEDED SURVEY CONTROL
 AX2178
 AX2178  NGVD 29 (??/??/92)  147.961  (m)          485.44   (f) ADJ UNCH    2 0
 AX2178
 AX2178.Superseded values are not recommended for survey control.
 AX2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2178.See file dsdata.txt to determine how the superseded data were derived.
 AX2178
 AX2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT169849(NAD 83)
 AX2178_MARKER: DB = BENCH MARK DISK
 AX2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2178_STAMPING: N 788 1943
 AX2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2178+STABILITY: SURFACE MOTION
 AX2178
 AX2178  HISTORY     - Date     Condition        Report By
 AX2178  HISTORY     - 1943     MONUMENTED       CGS
 AX2178  HISTORY     - 1959     GOOD             DOD
 AX2178  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2178  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2178  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2178  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2178
 AX2178                          STATION DESCRIPTION
 AX2178
 AX2178'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2178'4 MI NE FROM KINGSBURY.
 AX2178'4.0 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO PRAIRIE LEA FROM
 AX2178'THE SOUTHERN PACIFIC CO. RAILROAD STATION AT KINGSBURY, GUADALUPE
 AX2178'COUNTY, AT A SHARP TURN, AT A SMALL CEMETERY, IN LINE WITH THE ROAD
 AX2178'LEADING WEST, 40 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE
 AX2178'CEMETERY, 24 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 AX2178'1 FOOT WEST OF THE CEMETERY FENCE, AND 3 FEET SOUTH OF A WHITE WOODEN
 AX2178'WITNESS POST.  NOTE-- THE MARK IS 92 FEET NORTH OF THE NORTH EDGE OF
 AX2178'THE GRASS POINT FORMED BY THE NORTHEAST-AND-SOUTHWEST ROAD AND A ROAD
 AX2178'TO THE SOUTHEAST, 116 FEET NORTHEAST OF THE CENTERLINE OF THE
 AX2178'NORTHWEST-AND-SOUTHEAST ROAD, AND 68 FEET SOUTHEAST OF THE SOUTHEAST
 AX2178'EDGE OF A LONE TREE.
 AX2178
 AX2178                          STATION RECOVERY (1987)
 AX2178
 AX2178'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2178'MARK NOT FOUND.
 AX2178
 AX2178                          STATION RECOVERY (1990)
 AX2178
 AX2178'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2178'MARK NOT FOUND.
 AX2178
 AX2178                          STATION RECOVERY (1993)
 AX2178
 AX2178'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2178'MARK NOT FOUND.
 AX2178
 AX2178                          STATION RECOVERY (1999)
 AX2178
 AX2178'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2201 ***********************************************************************
 AX2201  DESIGNATION -  N 789
 AX2201  PID         -  AX2201
 AX2201  STATE/COUNTY-  TX/CALDWELL
 AX2201  USGS QUAD   -  MC MAHAN (1981)
 AX2201
 AX2201                         *CURRENT SURVEY CONTROL
 AX2201  ___________________________________________________________________
 AX2201* NAD 83(1986)-  29 48 35.     (N)    097 33 46.     (W)     SCALED    
 AX2201* NAVD 88     -       130.84   (+/-2cm)     429.3    (feet)  VERTCON   
 AX2201  ___________________________________________________________________
 AX2201  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2201
 AX2201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2201
 AX2201.The horizontal coordinates were scaled from a topographic map and have
 AX2201.an estimated accuracy of +/- 6 seconds.
 AX2201
 AX2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2201.The vertical order pertains to the NGVD 29 superseded value.
 AX2201
 AX2201.The geoid height was determined by GEOID03.
 AX2201
 AX2201;                    North         East    Units  Estimated Accuracy
 AX2201;SPC TXSC     - 4,219,890.      738,920.      MT  (+/- 180 meters Scaled)
 AX2201
 AX2201                          SUPERSEDED SURVEY CONTROL
 AX2201
 AX2201  NGVD 29 (??/??/92)  130.771  (m)          429.04   (f) ADJ UNCH    2 0
 AX2201
 AX2201.Superseded values are not recommended for survey control.
 AX2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2201.See file dsdata.txt to determine how the superseded data were derived.
 AX2201
 AX2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT388985(NAD 83)
 AX2201_MARKER: DB = BENCH MARK DISK
 AX2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2201_STAMPING: N 789 1943
 AX2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2201+STABILITY: SURFACE MOTION
 AX2201
 AX2201  HISTORY     - Date     Condition        Report By
 AX2201  HISTORY     - 1943     MONUMENTED       CGS
 AX2201  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2201  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2201  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2201
 AX2201                          STATION DESCRIPTION
 AX2201
 AX2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2201'3.8 MI SW FROM MCMAHAN.
 AX2201'0.1 MILE WEST ALONG A PAVED ROAD LEADING TO LOCKHART FROM THE PUBLIC
 AX2201'SCHOOL AT MCMAHAN, CALDWELL COUNTY, THENCE 3.7 MILES SOUTHWEST ALONG A
 AX2201'GRADED ROAD LEADING TO LULING.  AT AN OLD HOUSE, ABOUT 250 FEET
 AX2201'SOUTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTHEAST, 49 FEET
 AX2201'NORTHWEST OF THE CENTERLINE OF THE ROAD, 15 FEET SOUTHWEST OF THE
 AX2201'CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTHEAST OF THE
 AX2201'RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 AX2201'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED N 789
 AX2201'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AX2201'GROUND.
 AX2201
 AX2201                          STATION RECOVERY (1990)
 AX2201
 AX2201'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2201'MARK NOT FOUND.
 AX2201
 AX2201                          STATION RECOVERY (1993)
 AX2201
 AX2201'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2201'MARK NOT FOUND.
 AX2201
 AX2201                          STATION RECOVERY (1999)
 AX2201
 AX2201'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0201 ***********************************************************************
 AZ0201  DESIGNATION -  N 79
 AZ0201  PID         -  AZ0201
 AZ0201  STATE/COUNTY-  TX/VAL VERDE
 AZ0201  USGS QUAD   -  MIERS RANCH (1972)
 AZ0201
 AZ0201                         *CURRENT SURVEY CONTROL
 AZ0201  ___________________________________________________________________
 AZ0201* NAD 83(1986)-  29 44 58.     (N)    100 45 16.     (W)     SCALED    
 AZ0201* NAVD 88     -       582.972  (meters)    1912.63   (feet)  ADJUSTED  
 AZ0201  ___________________________________________________________________
 AZ0201  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 AZ0201  DYNAMIC HT  -         582.106 (meters)    1909.79  (feet)  COMP
 AZ0201  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 AZ0201
 AZ0201  VERT ORDER  -  FIRST     CLASS II
 AZ0201
 AZ0201.The horizontal coordinates were scaled from a topographic map and have
 AZ0201.an estimated accuracy of +/- 6 seconds.
 AZ0201
 AZ0201.The orthometric height was determined by differential leveling
 AZ0201.and adjusted by the National Geodetic Survey in June 1991..
 AZ0201
 AZ0201.The geoid height was determined by GEOID03.
 AZ0201
 AZ0201.The dynamic height is computed by dividing the NAVD 88
 AZ0201.geopotential number by the normal gravity value computed on the
 AZ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0201.degrees latitude (g = 980.6199 gals.).
 AZ0201
 AZ0201.The modeled gravity was interpolated from observed gravity values.
 AZ0201
 AZ0201;                    North         East    Units  Estimated Accuracy
 AZ0201;SPC TXSC     - 4,213,630.      430,320.      MT  (+/- 180 meters Scaled)
 AZ0201
 AZ0201                          SUPERSEDED SURVEY CONTROL
 AZ0201
 AZ0201  NGVD 29 (??/??/92)  582.916  (m)         1912.45   (f) ADJ UNCH    1 2
 AZ0201
 AZ0201.Superseded values are not recommended for survey control.
 AZ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0201.See file dsdata.txt to determine how the superseded data were derived.
 AZ0201
 AZ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT303923(NAD 83)
 AZ0201_MARKER: DB = BENCH MARK DISK
 AZ0201_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0201_SP_SET: OUTCROP
 AZ0201_STAMPING: 1912.450 N 79 1931
 AZ0201_MARK LOGO: CGS   
 AZ0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0201+STABILITY: POSITION/ELEVATION WELL
 AZ0201
 AZ0201  HISTORY     - Date     Condition        Report By
 AZ0201  HISTORY     - 1931     MONUMENTED       CGS
 AZ0201  HISTORY     - 1981     GOOD             NGS
 AZ0201  HISTORY     - 19990525 GOOD             USPSQD
 AZ0201
 AZ0201                          STATION DESCRIPTION
 AZ0201
 AZ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AZ0201'5.6 MI SW FROM CARTA VALLEY.
 AZ0201'IN VAL VERDE COUNTY, 5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 41 FROM
 AZ0201'CARTA VALLEY, EDWARDS COUNTY, 45 FEET SOUTH OF THE HIGHWAY, 15 FEET
 AZ0201'NORTHEAST OF A 15-INCH MESQUITE TREE, 6 FEET SOUTH OF A FENCE, NEAR A
 AZ0201'ROCK CAIRN, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 AZ0201'STAMPED 1912.450 N 79 1931.
 AZ0201
 AZ0201                          STATION RECOVERY (1981)
 AZ0201
 AZ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0201'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0201'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE 7.6
 AZ0201'KM (4.7 MI) NORTHEAST ALONG U.S. HIGHWAY 377, 0.2 KM (0.1 MI)
 AZ0201'NORTHEAST OF A GRAVELED ROAD LEADING NORTH, IN THE CENTER OF THE
 AZ0201'NORTHWEST END OF A 12 BY 30 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 AZ0201'13.6 METERS (44.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 AZ0201'2.5 METERS (8.2 FT) SOUTHEAST OF A FENCE.
 AZ0201'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 AZ0201
 AZ0201                          STATION RECOVERY (1999)
 AZ0201
 AZ0201'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1535 ***********************************************************************
 AX1535  DESIGNATION -  N 790
 AX1535  PID         -  AX1535
 AX1535  STATE/COUNTY-  TX/CALDWELL
 AX1535  USGS QUAD   -  DELHI (1981)
 AX1535
 AX1535                         *CURRENT SURVEY CONTROL
 AX1535  ___________________________________________________________________
 AX1535* NAD 83(1986)-  29 49 29.     (N)    097 23 46.     (W)     SCALED    
 AX1535* NAVD 88     -       160.53   (+/-2cm)     526.7    (feet)  VERTCON   
 AX1535  ___________________________________________________________________
 AX1535  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AX1535
 AX1535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1535
 AX1535.The horizontal coordinates were scaled from a topographic map and have
 AX1535.an estimated accuracy of +/- 6 seconds.
 AX1535
 AX1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1535.The vertical order pertains to the NGVD 29 superseded value.
 AX1535
 AX1535.The geoid height was determined by GEOID03.
 AX1535
 AX1535;                    North         East    Units  Estimated Accuracy
 AX1535;SPC TXSC     - 4,221,760.      755,000.      MT  (+/- 180 meters Scaled)
 AX1535
 AX1535                          SUPERSEDED SURVEY CONTROL
 AX1535
 AX1535  NGVD 29 (??/??/92)  160.47   (m)          526.5    (f) COMPUTED    2 0
 AX1535
 AX1535.Superseded values are not recommended for survey control.
 AX1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1535.See file dsdata.txt to determine how the superseded data were derived.
 AX1535
 AX1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU549004(NAD 83)
 AX1535_MARKER: DB = BENCH MARK DISK
 AX1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1535_STAMPING: N 790 1943
 AX1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1535+STABILITY: SURFACE MOTION
 AX1535
 AX1535  HISTORY     - Date     Condition        Report By
 AX1535  HISTORY     - 1943     MONUMENTED       CGS
 AX1535  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1535  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1535
 AX1535                          STATION DESCRIPTION
 AX1535
 AX1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1535'IN DELHI.
 AX1535'AT DELHI, CALDWELL COUNTY, AT THE ROAD INTERSECTION, ABOUT 200 FEET
 AX1535'WEST OF A GENERAL STORE, 75 FEET NORTHWEST OF THE CENTER OF THE
 AX1535'INTERSECTION, 60 FEET NORTH OF THE CENTER OF A PRIVATE DRIVE LEADING
 AX1535'WEST, 27 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 1
 AX1535'FOOT EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN
 AX1535'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED N 790
 AX1535'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1535'GROUND.
 AX1535
 AX1535                          STATION RECOVERY (1964)
 AX1535
 AX1535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1535'MARK NOT FOUND.
 AX1535
 AX1535                          STATION RECOVERY (1999)
 AX1535
 AX1535'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0999 ***********************************************************************
 AJ0999  DESIGNATION -  N 793
 AJ0999  PID         -  AJ0999
 AJ0999  STATE/COUNTY-  TX/ZAPATA
 AJ0999  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0999
 AJ0999                         *CURRENT SURVEY CONTROL
 AJ0999  ___________________________________________________________________
 AJ0999* NAD 83(1986)-  27 13 55.     (N)    099 08 30.     (W)     SCALED    
 AJ0999* NAVD 88     -       158.713  (meters)     520.71   (feet)  ADJUSTED  
 AJ0999  ___________________________________________________________________
 AJ0999  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AJ0999  DYNAMIC HT  -         158.458 (meters)     519.87  (feet)  COMP
 AJ0999  MODELED GRAV-     979,036.5   (mgal)                       NAVD 88
 AJ0999
 AJ0999  VERT ORDER  -  SECOND    CLASS 0
 AJ0999
 AJ0999.The horizontal coordinates were scaled from a topographic map and have
 AJ0999.an estimated accuracy of +/- 6 seconds.
 AJ0999
 AJ0999.The orthometric height was determined by differential leveling
 AJ0999.and adjusted by the National Geodetic Survey in June 1991..
 AJ0999
 AJ0999.The geoid height was determined by GEOID03.
 AJ0999
 AJ0999.The dynamic height is computed by dividing the NAVD 88
 AJ0999.geopotential number by the normal gravity value computed on the
 AJ0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0999.degrees latitude (g = 980.6199 gals.).
 AJ0999
 AJ0999.The modeled gravity was interpolated from observed gravity values.
 AJ0999
 AJ0999;                    North         East    Units  Estimated Accuracy
 AJ0999;SPC TX S     - 5,173,580.      236,450.      MT  (+/- 180 meters Scaled)
 AJ0999
 AJ0999                          SUPERSEDED SURVEY CONTROL
 AJ0999
 AJ0999  NGVD 29 (??/??/92)  158.753  (m)          520.84   (f) ADJ UNCH    2 0
 AJ0999
 AJ0999.Superseded values are not recommended for survey control.
 AJ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0999.See file dsdata.txt to determine how the superseded data were derived.
 AJ0999
 AJ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR859121(NAD 83)
 AJ0999_MARKER: DB = BENCH MARK DISK
 AJ0999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0999_SP_SET: CATTLE GUARD
 AJ0999_STAMPING: N 793 1943
 AJ0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0999
 AJ0999  HISTORY     - Date     Condition        Report By
 AJ0999  HISTORY     - 1943     MONUMENTED       CGS
 AJ0999  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0999
 AJ0999                          STATION DESCRIPTION
 AJ0999
 AJ0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0999'25.8 MI NE FROM SAN YGNACIO.
 AJ0999'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 25.8 MILES
 AJ0999'NORTHEASTERLY ALONG A GRAVEL AND DIRT ROAD TO A CATTLE GUARD AND THE
 AJ0999'INTERSECTION OF A DIRT ROAD LEADING NORTH AND SITE OF BENCH MARK.
 AJ0999'BENCH MARK IS 0.8 MILE SOUTHWEST OF THE INTERSECTION OF A GRAVEL ROAD
 AJ0999'AND THE PIPE LINE ROAD.  IT IS SET HORIZONTALLY IN THE SOUTH END OF
 AJ0999'THE WEST HEADWALL OF A CATTLE GUARD.  IT IS 28.0 FEET NORTHWEST OF AND
 AJ0999'ABOUT 2.0 FEET ABOVE THE CENTERLINE OF GRAVEL ROAD, 24.0 FEET
 AJ0999'SOUTHWEST OF THE CENTERLINE OF A GATE.
 AJ0999
 AJ0999                          STATION RECOVERY (1975)
 AJ0999
 AJ0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1191 ***********************************************************************
 AE1191  DESIGNATION -  N 794
 AE1191  PID         -  AE1191
 AE1191  STATE/COUNTY-  TX/ZAPATA
 AE1191  USGS QUAD   -  ARROYO VELENO (1980)
 AE1191
 AE1191                         *CURRENT SURVEY CONTROL
 AE1191  ___________________________________________________________________
 AE1191* NAD 83(1986)-  26 57 38.     (N)    099 11 25.     (W)     SCALED    
 AE1191* NAVD 88     -       118.391  (meters)     388.42   (feet)  ADJUSTED  
 AE1191  ___________________________________________________________________
 AE1191  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AE1191  DYNAMIC HT  -         118.200 (meters)     387.79  (feet)  COMP
 AE1191  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 AE1191
 AE1191  VERT ORDER  -  SECOND    CLASS 0
 AE1191
 AE1191.The horizontal coordinates were scaled from a topographic map and have
 AE1191.an estimated accuracy of +/- 6 seconds.
 AE1191
 AE1191.The orthometric height was determined by differential leveling
 AE1191.and adjusted by the National Geodetic Survey in June 1991..
 AE1191
 AE1191.The geoid height was determined by GEOID03.
 AE1191
 AE1191.The dynamic height is computed by dividing the NAVD 88
 AE1191.geopotential number by the normal gravity value computed on the
 AE1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1191.degrees latitude (g = 980.6199 gals.).
 AE1191
 AE1191.The modeled gravity was interpolated from observed gravity values.
 AE1191
 AE1191;                    North         East    Units  Estimated Accuracy
 AE1191;SPC TX S     - 5,143,540.      231,470.      MT  (+/- 180 meters Scaled)
 AE1191
 AE1191                          SUPERSEDED SURVEY CONTROL
 AE1191
 AE1191  NGVD 29 (??/??/92)  118.434  (m)          388.56   (f) ADJ UNCH    2 0
 AE1191
 AE1191.Superseded values are not recommended for survey control.
 AE1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1191.See file dsdata.txt to determine how the superseded data were derived.
 AE1191
 AE1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ811820(NAD 83)
 AE1191_MARKER: DB = BENCH MARK DISK
 AE1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1191_STAMPING: N 794 1943
 AE1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1191+STABILITY: SURFACE MOTION
 AE1191
 AE1191  HISTORY     - Date     Condition        Report By
 AE1191  HISTORY     - 1943     MONUMENTED       CGS
 AE1191
 AE1191                          STATION DESCRIPTION
 AE1191
 AE1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1191'10.1 MI NE FROM ZAPATA.
 AE1191'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND THE HEBBRONVILLE
 AE1191'ROAD (0.3 MILE EAST OF THE COURT HOUSE AT ZAPATA), PROCEED 9.8 MILES
 AE1191'NORTHEASTERLY ALONG THE HEBBRONVILLE ROAD TO THE TOP OF A SMALL HILL
 AE1191'AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF THE
 AE1191'NORTHEAST END OF A LARGE DIRT DAM.  IT IS 22.5 FEET NORTHWEST OF AND
 AE1191'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. MONUMENT IS
 AE1191'3.8 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AE1191'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1192 ***********************************************************************
 AE1192  DESIGNATION -  N 794 RESET 1947
 AE1192  PID         -  AE1192
 AE1192  STATE/COUNTY-  TX/ZAPATA
 AE1192  USGS QUAD   -  ARROYO VELENO (1980)
 AE1192
 AE1192                         *CURRENT SURVEY CONTROL
 AE1192  ___________________________________________________________________
 AE1192* NAD 83(1986)-  26 57 38.     (N)    099 11 25.     (W)     SCALED    
 AE1192* NAVD 88     -       118.10   (meters)     387.5    (feet)  RESET     
 AE1192  ___________________________________________________________________
 AE1192  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AE1192
 AE1192  VERT ORDER  -  THIRD
 AE1192
 AE1192.The horizontal coordinates were scaled from a topographic map and have
 AE1192.an estimated accuracy of +/- 6 seconds.
 AE1192
 AE1192.The orthometric height was computed from unverified reset data.
 AE1192
 AE1192.The geoid height was determined by GEOID03.
 AE1192
 AE1192;                    North         East    Units  Estimated Accuracy
 AE1192;SPC TX S     - 5,143,540.      231,470.      MT  (+/- 180 meters Scaled)
 AE1192
 AE1192                          SUPERSEDED SURVEY CONTROL
 AE1192
 AE1192.No superseded survey control is available for this station.
 AE1192
 AE1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ811820(NAD 83)
 AE1192_MARKER: DB = BENCH MARK DISK
 AE1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1192_STAMPING: N 794 RESET 1947
 AE1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1192+STABILITY: SURFACE MOTION
 AE1192
 AE1192  HISTORY     - Date     Condition        Report By
 AE1192  HISTORY     - 1947     MONUMENTED       CGS
 AE1192  HISTORY     - 1977     GOOD             USGS
 AE1192
 AE1192                          STATION DESCRIPTION
 AE1192
 AE1192'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AE1192'6.3 MI NE FROM ZAPATA.
 AE1192'6.3 MILES NE ALONG STATE HWY 16 FROM THE JUNCTION WITH U.S. HWY 83 IN
 AE1192'ZAPATA, 148 FEET NW OF THE CENTERLINE OF HWY 16 AT A PRIVATE ROAD SE,
 AE1192'5 FEET SE OF A WITNESS POST, A STD DISC STAMPED N 794 RESET 1947 SET
 AE1192'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0890 ***********************************************************************
 AJ0890  DESIGNATION -  N 795
 AJ0890  PID         -  AJ0890
 AJ0890  STATE/COUNTY-  TX/WEBB
 AJ0890  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0890
 AJ0890                         *CURRENT SURVEY CONTROL
 AJ0890  ___________________________________________________________________
 AJ0890* NAD 83(1986)-  27 22 58.     (N)    099 24 36.     (W)     SCALED    
 AJ0890* NAVD 88     -       154.485  (meters)     506.84   (feet)  ADJUSTED  
 AJ0890  ___________________________________________________________________
 AJ0890  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ0890  DYNAMIC HT  -         154.239 (meters)     506.03  (feet)  COMP
 AJ0890  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 AJ0890
 AJ0890  VERT ORDER  -  SECOND    CLASS 0
 AJ0890
 AJ0890.The horizontal coordinates were scaled from a topographic map and have
 AJ0890.an estimated accuracy of +/- 6 seconds.
 AJ0890
 AJ0890.The orthometric height was determined by differential leveling
 AJ0890.and adjusted by the National Geodetic Survey in June 1991..
 AJ0890
 AJ0890.The geoid height was determined by GEOID03.
 AJ0890
 AJ0890.The dynamic height is computed by dividing the NAVD 88
 AJ0890.geopotential number by the normal gravity value computed on the
 AJ0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0890.degrees latitude (g = 980.6199 gals.).
 AJ0890
 AJ0890.The modeled gravity was interpolated from observed gravity values.
 AJ0890
 AJ0890;                    North         East    Units  Estimated Accuracy
 AJ0890;SPC TX S     - 5,190,460.      209,990.      MT  (+/- 180 meters Scaled)
 AJ0890
 AJ0890                          SUPERSEDED SURVEY CONTROL
 AJ0890
 AJ0890  NGVD 29 (??/??/92)  154.543  (m)          507.03   (f) ADJ UNCH    2 0
 AJ0890
 AJ0890.Superseded values are not recommended for survey control.
 AJ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0890.See file dsdata.txt to determine how the superseded data were derived.
 AJ0890
 AJ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR594288(NAD 83)
 AJ0890_MARKER: DB = BENCH MARK DISK
 AJ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0890_STAMPING: N 795 1943
 AJ0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0890+STABILITY: SURFACE MOTION
 AJ0890
 AJ0890  HISTORY     - Date     Condition        Report By
 AJ0890  HISTORY     - 1943     MONUMENTED       CGS
 AJ0890  HISTORY     - 1977     GOOD             USGS
 AJ0890
 AJ0890                          STATION DESCRIPTION
 AJ0890
 AJ0890'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0890'12.45 MI S FROM LAREDO.
 AJ0890'LAREDO, JCT. US HWY. 83 AND STATE HWY. 359, 7.1 MI. SOUTH FROM, ALONG
 AJ0890'U.S. HWY. 83, THENCE 5.1 MI. EAST AND SE. ALONG AN OIL SURFACED COUNTY
 AJ0890'RD.  0.25 MI. NW. OF A RANCH HOUSE, 171 FT NW. OF A FENCE LEADING NE.,
 AJ0890'28 FT SW OF THE CENTERLINE OF THE RD.  A STANDARD TABLET SET IN THE
 AJ0890'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1169 ***********************************************************************
 AE1169  DESIGNATION -  N 796
 AE1169  PID         -  AE1169
 AE1169  STATE/COUNTY-  TX/ZAPATA
 AE1169  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1169
 AE1169                         *CURRENT SURVEY CONTROL
 AE1169  ___________________________________________________________________
 AE1169* NAD 83(1986)-  26 49 42.     (N)    099 02 48.     (W)     SCALED    
 AE1169* NAVD 88     -       129.385  (meters)     424.49   (feet)  ADJUSTED  
 AE1169  ___________________________________________________________________
 AE1169  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AE1169  DYNAMIC HT  -         129.175 (meters)     423.80  (feet)  COMP
 AE1169  MODELED GRAV-     979,024.6   (mgal)                       NAVD 88
 AE1169
 AE1169  VERT ORDER  -  SECOND    CLASS 0
 AE1169
 AE1169.The horizontal coordinates were scaled from a topographic map and have
 AE1169.an estimated accuracy of +/- 6 seconds.
 AE1169
 AE1169.The orthometric height was determined by differential leveling
 AE1169.and adjusted by the National Geodetic Survey in June 1991..
 AE1169
 AE1169.The geoid height was determined by GEOID03.
 AE1169
 AE1169.The dynamic height is computed by dividing the NAVD 88
 AE1169.geopotential number by the normal gravity value computed on the
 AE1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1169.degrees latitude (g = 980.6199 gals.).
 AE1169
 AE1169.The modeled gravity was interpolated from observed gravity values.
 AE1169
 AE1169;                    North         East    Units  Estimated Accuracy
 AE1169;SPC TX S     - 5,128,820.      245,660.      MT  (+/- 180 meters Scaled)
 AE1169
 AE1169                          SUPERSEDED SURVEY CONTROL
 AE1169
 AE1169  NGVD 29 (??/??/92)  129.428  (m)          424.63   (f) ADJ UNCH    2 0
 AE1169
 AE1169.Superseded values are not recommended for survey control.
 AE1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1169.See file dsdata.txt to determine how the superseded data were derived.
 AE1169
 AE1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ953674(NAD 83)
 AE1169_MARKER: DB = BENCH MARK DISK
 AE1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1169_STAMPING: N 796 1943
 AE1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1169+STABILITY: SURFACE MOTION
 AE1169
 AE1169  HISTORY     - Date     Condition        Report By
 AE1169  HISTORY     - 1943     MONUMENTED       CGS
 AE1169
 AE1169                          STATION DESCRIPTION
 AE1169
 AE1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1169'12.85 MI NE FROM SANTA ROSA.
 AE1169'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE1169'LEADING NORTHEAST (0.9 MILE NORTH OF SANTA ROSA), PROCEED 11.95 MILES
 AE1169'NORTHEASTERLY ALONG A GRAVEL ROAD TO A POINT WHERE A PIPE LINE
 AE1169'TELEPHONE LINE CROSSES THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS
 AE1169'0.05 MILE NORTHEAST OF A PIPE LINE TELEPHONE LINE ACROSS THE ROAD. IT
 AE1169'IS 15.0 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE1169'CENTERLINE OF THE ROAD, 0.8 FOOT SOUTHEAST OF THE NORTHWEST
 AE1169'RIGHT-OF-WAY FENCE.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH
 AE1169'WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1170 ***********************************************************************
 AE1170  DESIGNATION -  N 796 RESET 1962
 AE1170  PID         -  AE1170
 AE1170  STATE/COUNTY-  TX/ZAPATA
 AE1170  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1170
 AE1170                         *CURRENT SURVEY CONTROL
 AE1170  ___________________________________________________________________
 AE1170* NAD 83(1986)-  26 49 41.     (N)    099 02 47.     (W)     SCALED    
 AE1170* NAVD 88     -       129.17   (meters)     423.8    (feet)  RESET     
 AE1170  ___________________________________________________________________
 AE1170  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AE1170
 AE1170  VERT ORDER  -  THIRD
 AE1170
 AE1170.The horizontal coordinates were scaled from a topographic map and have
 AE1170.an estimated accuracy of +/- 6 seconds.
 AE1170
 AE1170.The orthometric height was computed from unverified reset data.
 AE1170
 AE1170.The geoid height was determined by GEOID03.
 AE1170
 AE1170;                    North         East    Units  Estimated Accuracy
 AE1170;SPC TX S     - 5,128,790.      245,690.      MT  (+/- 180 meters Scaled)
 AE1170
 AE1170                          SUPERSEDED SURVEY CONTROL
 AE1170
 AE1170.No superseded survey control is available for this station.
 AE1170
 AE1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ953673(NAD 83)
 AE1170_MARKER: DB = BENCH MARK DISK
 AE1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1170_STAMPING: N 796 RESET 1962
 AE1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1170+STABILITY: SURFACE MOTION
 AE1170
 AE1170  HISTORY     - Date     Condition        Report By
 AE1170  HISTORY     - 1962     MONUMENTED       TXHD
 AE1170  HISTORY     - 1975     MARK NOT FOUND   USGS
 AE1170
 AE1170                          STATION DESCRIPTION
 AE1170
 AE1170'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AE1170'12.85 MI NE FROM SANTA ROSA.
 AE1170'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 83 FROM SANTA ROSA, ZAPATA,
 AE1170'COUNTY, THENCE 11.95 MILES NORTHEAST ALONG A GRAVEL ROAD.  0.05 MILE
 AE1170'NORTHEAST OF A PIPE-LINE TELEPHONE LINE CROSSING, AND ABOUT 60 FEET
 AE1170'SOUTHEAST OF THE CENTER OF ROAD.  A STANDARD DISK STAMPED N 797 RESET
 AE1170'1962, IS SET IN TOP OF A 6-1/2 INCH CONCRETE POST WHICH PROJECTS 4
 AE1170'INCHES ABOVE THE GROUND.  NOTE-- THIS BENCH MARK WAS SET 59.5 FEET
 AE1170'SOUTHEAST OF THE ORIGINAL BENCH MARK.
 AE1170
 AE1170                          STATION RECOVERY (1975)
 AE1170
 AE1170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AE1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0017 ***********************************************************************
 AY0017  DESIGNATION -  N 797
 AY0017  PID         -  AY0017
 AY0017  STATE/COUNTY-  TX/BEXAR
 AY0017  USGS QUAD   -  SCHERTZ (1992)
 AY0017
 AY0017                         *CURRENT SURVEY CONTROL
 AY0017  ___________________________________________________________________
 AY0017* NAD 83(1986)-  29 34 15.     (N)    098 21 09.     (W)     SCALED    
 AY0017* NAVD 88     -       274.673  (meters)     901.16   (feet)  POSTED    
 AY0017  ___________________________________________________________________
 AY0017  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AY0017  DYNAMIC HT  -         274.270 (meters)     899.83  (feet)  COMP
 AY0017  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 AY0017
 AY0017  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0017
 AY0017.The horizontal coordinates were scaled from a topographic map and have
 AY0017.an estimated accuracy of +/- 6 seconds.
 AY0017
 AY0017.The orthometric height was determined by differential leveling
 AY0017.and adjusted by the National Geodetic Survey in 1992..
 AY0017.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0017.rate of 0.0 thru 1.0 mm/km.
 AY0017
 AY0017.The geoid height was determined by GEOID03.
 AY0017
 AY0017.The dynamic height is computed by dividing the NAVD 88
 AY0017.geopotential number by the normal gravity value computed on the
 AY0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0017.degrees latitude (g = 980.6199 gals.).
 AY0017
 AY0017.The modeled gravity was interpolated from observed gravity values.
 AY0017
 AY0017;                    North         East    Units  Estimated Accuracy
 AY0017;SPC TXSC     - 4,192,740.      662,730.      MT  (+/- 180 meters Scaled)
 AY0017
 AY0017                          SUPERSEDED SURVEY CONTROL
 AY0017
 AY0017  NGVD 29 (??/??/92)  274.50   (m)          900.6    (f) COMPUTED    1 2
 AY0017
 AY0017.Superseded values are not recommended for survey control.
 AY0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0017.See file dsdata.txt to determine how the superseded data were derived.
 AY0017
 AY0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT627714(NAD 83)
 AY0017_MARKER: DB = BENCH MARK DISK
 AY0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0017_STAMPING: N 797 1943
 AY0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0017+STABILITY: SURFACE MOTION
 AY0017
 AY0017  HISTORY     - Date     Condition        Report By
 AY0017  HISTORY     - 1943     MONUMENTED       CGS
 AY0017  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0017  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0017  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AY0017
 AY0017                          STATION DESCRIPTION
 AY0017
 AY0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0017'16.7 MI SW FROM NEW BRAUNFELS.
 AY0017'IN BEXAR COUNTY, 16.7 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 AY0017'RAILROAD OF TEXAS FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 1
 AY0017'POLE NORTHEAST OF MILEPOST 1020, AT A DEEP CUT, 34.5 FEET SOUTHEAST OF
 AY0017'THE CENTERLINE OF THE TRACK, 3 FEET SOUTHWEST OF A WHITE WOODEN
 AY0017'WITNESS POST, AND 5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, SET
 AY0017'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AY0017
 AY0017                          STATION RECOVERY (1980)
 AY0017
 AY0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0017'SEARCHED FOR, NOT RECOVERED.
 AY0017
 AY0017                          STATION RECOVERY (1988)
 AY0017
 AY0017'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0017'MARK NOT FOUND.
 AY0017
 AY0017                          STATION RECOVERY (1999)
 AY0017
 AY0017'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1133 ***********************************************************************
 AJ1133  DESIGNATION -  N 798
 AJ1133  PID         -  AJ1133
 AJ1133  STATE/COUNTY-  TX/ZAPATA
 AJ1133  USGS QUAD   -  ESCOBAS (1980)
 AJ1133
 AJ1133                         *CURRENT SURVEY CONTROL
 AJ1133  ___________________________________________________________________
 AJ1133* NAD 83(1986)-  27 01 24.     (N)    099 02 39.     (W)     SCALED    
 AJ1133* NAVD 88     -       149.268  (meters)     489.72   (feet)  ADJUSTED  
 AJ1133  ___________________________________________________________________
 AJ1133  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AJ1133  DYNAMIC HT  -         149.027 (meters)     488.93  (feet)  COMP
 AJ1133  MODELED GRAV-     979,029.9   (mgal)                       NAVD 88
 AJ1133
 AJ1133  VERT ORDER  -  SECOND    CLASS 0
 AJ1133
 AJ1133.The horizontal coordinates were scaled from a topographic map and have
 AJ1133.an estimated accuracy of +/- 6 seconds.
 AJ1133
 AJ1133.The orthometric height was determined by differential leveling
 AJ1133.and adjusted by the National Geodetic Survey in June 1991..
 AJ1133
 AJ1133.The geoid height was determined by GEOID03.
 AJ1133
 AJ1133.The dynamic height is computed by dividing the NAVD 88
 AJ1133.geopotential number by the normal gravity value computed on the
 AJ1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1133.degrees latitude (g = 980.6199 gals.).
 AJ1133
 AJ1133.The modeled gravity was interpolated from observed gravity values.
 AJ1133
 AJ1133;                    North         East    Units  Estimated Accuracy
 AJ1133;SPC TX S     - 5,150,420.      246,010.      MT  (+/- 180 meters Scaled)
 AJ1133
 AJ1133                          SUPERSEDED SURVEY CONTROL
 AJ1133
 AJ1133  NGVD 29 (??/??/92)  149.297  (m)          489.82   (f) ADJ UNCH    2 0
 AJ1133
 AJ1133.Superseded values are not recommended for survey control.
 AJ1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1133.See file dsdata.txt to determine how the superseded data were derived.
 AJ1133
 AJ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ956890(NAD 83)
 AJ1133_MARKER: DB = BENCH MARK DISK
 AJ1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ1133_SP_SET: CULVERT
 AJ1133_STAMPING: N 798 1943
 AJ1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1133
 AJ1133  HISTORY     - Date     Condition        Report By
 AJ1133  HISTORY     - 1943     MONUMENTED       CGS
 AJ1133  HISTORY     - 1975     GOOD             USGS
 AJ1133
 AJ1133                          STATION DESCRIPTION
 AJ1133
 AJ1133'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ1133'17.85 MI NE FROM ZAPATA.
 AJ1133'FROM THE JUNCTION OF US HIGHWAY 83 AND STATE HIGHWAY 16 IN ZAPATA
 AJ1133'PROCEED NORTHEAST ON STATE 16 FOR 16.4 MI. TO TRACK ROAD ON RIGHT, 4.2
 AJ1133'MI. NE OF BUSTAMANTE, THENCE RIGHT ON TRACK ROAD THRU 2 GATES TO
 AJ1133'CATTLEGUARD ON TRACK ROAD LEADING SOUTH ON RIGHT SIDE OF MAIN ROAD. BM
 AJ1133'IS STANDARD CAP SET IN TOP OF THE NORTHEAST CONCRETE HEADWALL 10 FT.
 AJ1133'EAST OF CENTERLINE OF ROAD AND 1.0 FT. HIGHER, STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0756 ***********************************************************************
 AY0756  DESIGNATION -  N 799
 AY0756  PID         -  AY0756
 AY0756  STATE/COUNTY-  TX/BEXAR
 AY0756  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0756
 AY0756                         *CURRENT SURVEY CONTROL
 AY0756  ___________________________________________________________________
 AY0756* NAD 83(1986)-  29 22 54.     (N)    098 34 25.     (W)     SCALED    
 AY0756* NAVD 88     -       207.136  (meters)     679.58   (feet)  POSTED    
 AY0756  ___________________________________________________________________
 AY0756  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AY0756  DYNAMIC HT  -         206.840 (meters)     678.61  (feet)  COMP
 AY0756  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AY0756
 AY0756  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0756
 AY0756.The horizontal coordinates were scaled from a topographic map and have
 AY0756.an estimated accuracy of +/- 6 seconds.
 AY0756
 AY0756.The orthometric height was determined by differential leveling
 AY0756.and adjusted by the National Geodetic Survey in 1992..
 AY0756.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0756.rate of 0.0 thru 1.0 mm/km.
 AY0756
 AY0756.The geoid height was determined by GEOID03.
 AY0756
 AY0756.The dynamic height is computed by dividing the NAVD 88
 AY0756.geopotential number by the normal gravity value computed on the
 AY0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0756.degrees latitude (g = 980.6199 gals.).
 AY0756
 AY0756.The modeled gravity was interpolated from observed gravity values.
 AY0756
 AY0756;                    North         East    Units  Estimated Accuracy
 AY0756;SPC TXSC     - 4,171,670.      641,390.      MT  (+/- 180 meters Scaled)
 AY0756
 AY0756                          SUPERSEDED SURVEY CONTROL
 AY0756
 AY0756  NGVD 29 (??/??/92)  207.016  (m)          679.18   (f) ADJ UNCH    1 2
 AY0756
 AY0756.Superseded values are not recommended for survey control.
 AY0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0756.See file dsdata.txt to determine how the superseded data were derived.
 AY0756
 AY0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT413503(NAD 83)
 AY0756_MARKER: DB = BENCH MARK DISK
 AY0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0756_SP_SET: STEP
 AY0756_STAMPING: N 799 1943
 AY0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0756
 AY0756  HISTORY     - Date     Condition        Report By
 AY0756  HISTORY     - 1943     MONUMENTED       CGS
 AY0756  HISTORY     - 1959     GOOD             NGS
 AY0756  HISTORY     - 1986     GOOD             DMA
 AY0756  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY0756
 AY0756                          STATION DESCRIPTION
 AY0756
 AY0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0756'9.3 MI SW FROM SAN ANTONIO.
 AY0756'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0756'PROCEED 8.2 MILES SOUTHWESTERLY ALONG THE TRACKS TO THE SOUTH ENTRANCE
 AY0756'TO DUNCAN FIELD, THENCE 1.1 MILE NORTHWEST ACROSS THE AIR PORT TO THE
 AY0756'OPERATIONS BUILDING AT KELLY FIELD AND SITE OF BENCH MARK. BENCH MARK
 AY0756'IS SET HORIZONTALLY IN THE EAST END OF THE TOP STEP AT THE SOUTH
 AY0756'ENTRANCE TO THE OPERATIONS BUILDING AT KELLY FIELD.  IT IS 3.6 FEET
 AY0756'EAST OF THE CENTERLINE OF ENTRANCE DOOR, AND ABOUT 1.0 FOOT ABOVE THE
 AY0756'PAVEMENT.  NOTE-- DUNCAN AND KELLY FIELD WILL BE MERGED AFTER MARCH
 AY0756'15, 1943.
 AY0756
 AY0756                          STATION RECOVERY (1959)
 AY0756
 AY0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AY0756'RECOVERED IN GOOD CONDITION.
 AY0756
 AY0756                          STATION RECOVERY (1986)
 AY0756
 AY0756'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (JBS)
 AY0756'RECOVERED IN GOOD CONDITION.
 AY0756
 AY0756                          STATION RECOVERY (1995)
 AY0756
 AY0756'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1142 ***********************************************************************
 AW1142  DESIGNATION -  N 8
 AW1142  PID         -  AW1142
 AW1142  STATE/COUNTY-  TX/HARRIS
 AW1142  USGS QUAD   -  PARK PLACE (1995)
 AW1142
 AW1142                         *CURRENT SURVEY CONTROL
 AW1142  ___________________________________________________________________
 AW1142* NAD 83(1986)-  29 43 36.     (N)    095 17 25.     (W)     SCALED    
 AW1142* NAVD 88     -         5.61   (+/-2cm)      18.4    (feet)  VERTCON   
 AW1142  ___________________________________________________________________
 AW1142  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW1142
 AW1142  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1142
 AW1142.The horizontal coordinates were scaled from a topographic map and have
 AW1142.an estimated accuracy of +/- 6 seconds.
 AW1142
 AW1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1142.The vertical order pertains to the NGVD 29 superseded value.
 AW1142
 AW1142.The geoid height was determined by GEOID03.
 AW1142
 AW1142;                    North         East    Units  Estimated Accuracy
 AW1142;SPC TXSC     - 4,215,520.      958,810.      MT  (+/- 180 meters Scaled)
 AW1142
 AW1142                          SUPERSEDED SURVEY CONTROL
 AW1142
 AW1142  NGVD 29 (??/??/92)    5.608  (m)           18.40   (f) ADJ UNCH    1 2
 AW1142
 AW1142.Superseded values are not recommended for survey control.
 AW1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1142.See file dsdata.txt to determine how the superseded data were derived.
 AW1142
 AW1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN784906(NAD 83)
 AW1142_MARKER: B = BOLT
 AW1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1142_SP_SET: CULVERT
 AW1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1142+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 AW1142
 AW1142  HISTORY     - Date     Condition        Report By
 AW1142  HISTORY     - 1906     MONUMENTED       CGS
 AW1142  HISTORY     - 1973     GOOD             NGS
 AW1142  HISTORY     - 1976     GOOD             NGS
 AW1142  HISTORY     - 1976     GOOD             NGS
 AW1142  HISTORY     - 1978     MARK NOT FOUND   USPSQD
 AW1142  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1142  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1142  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1142  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1142  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1142  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1142  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1142  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1142  HISTORY     - 20040510 GOOD             USPSQD
 AW1142  HISTORY     - 20050705 GOOD             USPSQD
 AW1142
 AW1142                          STATION DESCRIPTION
 AW1142
 AW1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1142'4.7 MI SE FROM HOUSTON.
 AW1142'0.75 MILE SOUTHEAST ALONG CONGRESS STREET FROM THE COUNTY COURTHOUSE
 AW1142'AT HOUSTON, THENCE 3.95 MILES SOUTHEAST ALONG THE GALVESTON, HOUSTON
 AW1142'AND HENDERSON RAILROAD, 5.4 MILES NORTHWEST OF SOUTH HOUSTON, 1 1/4
 AW1142'POLES NORTHWEST OF SIGNAL 5.2, 6-3/4 POLES SOUTHEAST OF MILEPOLE 5, IN
 AW1142'THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A LARGE
 AW1142'CONCRETE BOX CULVERT, 24.5 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT
 AW1142'300 FEET SOUTH OF THE JUNCTION OF GLENDALE AND GLENDORA STREETS, 108
 AW1142'FEET SOUTHWEST OF THE CENTER LINE OF GLENDORA STREET, AND ABOUT 11
 AW1142'FEET LOWER THAN THE TRACK.
 AW1142
 AW1142                          STATION RECOVERY (1976)
 AW1142
 AW1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1142'RECOVERED IN GOOD CONDITION.
 AW1142
 AW1142                          STATION RECOVERY (1976)
 AW1142
 AW1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1142'RECOVERED IN GOOD CONDITION.
 AW1142
 AW1142                          STATION RECOVERY (1978)
 AW1142
 AW1142'RECOVERY NOTE BY US POWER SQUADRON 1978 (RP)
 AW1142'MARK NOT FOUND.
 AW1142
 AW1142                          STATION RECOVERY (1978)
 AW1142
 AW1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1142'NOT RECOVERED.  NOTE=THE HEADWALL WAS FOUND, BUT THE BOLT WAS NOT
 AW1142'RECOVERED.
 AW1142
 AW1142                          STATION RECOVERY (1987)
 AW1142
 AW1142'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1142'MARK NOT FOUND.
 AW1142
 AW1142                          STATION RECOVERY (1987)
 AW1142
 AW1142'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1142'MARK NOT FOUND.
 AW1142
 AW1142                          STATION RECOVERY (1987)
 AW1142
 AW1142'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1142'MARK NOT FOUND.
 AW1142
 AW1142                          STATION RECOVERY (1988)
 AW1142
 AW1142'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1142'MARK NOT FOUND.
 AW1142
 AW1142                          STATION RECOVERY (1988)
 AW1142
 AW1142'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1142'MARK NOT FOUND.
 AW1142
 AW1142                          STATION RECOVERY (1988)
 AW1142
 AW1142'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1142'MARK NOT FOUND.
 AW1142
 AW1142                          STATION RECOVERY (1989)
 AW1142
 AW1142'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1142'MARK NOT FOUND.
 AW1142
 AW1142                          STATION RECOVERY (2004)
 AW1142
 AW1142'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1142'RECOVERED IN GOOD CONDITION.
 AW1142
 AW1142                          STATION RECOVERY (2005)
 AW1142
 AW1142'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1142'FOUND BUT IT IS UNDER 2 FEET OF GRAVEL. HEAVY BAMBO TREES COVER THE
 AW1142'AREA SO A GPS IS NOT REAL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0236 ***********************************************************************
 BN0236  DESIGNATION -  N 80
 BN0236  PID         -  BN0236
 BN0236  STATE/COUNTY-  TX/MASON
 BN0236  USGS QUAD   -  PURDY HILL (1979)
 BN0236
 BN0236                         *CURRENT SURVEY CONTROL
 BN0236  ___________________________________________________________________
 BN0236* NAD 83(1986)-  30 45 32.     (N)    099 14 43.     (W)     SCALED    
 BN0236* NAVD 88     -       493.764  (meters)    1619.96   (feet)  ADJUSTED  
 BN0236  ___________________________________________________________________
 BN0236  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 BN0236  DYNAMIC HT  -         493.091 (meters)    1617.75  (feet)  COMP
 BN0236  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 BN0236
 BN0236  VERT ORDER  -  FIRST     CLASS II
 BN0236
 BN0236.The horizontal coordinates were scaled from a topographic map and have
 BN0236.an estimated accuracy of +/- 6 seconds.
 BN0236
 BN0236.The orthometric height was determined by differential leveling
 BN0236.and adjusted by the National Geodetic Survey in June 1991..
 BN0236
 BN0236.The geoid height was determined by GEOID03.
 BN0236
 BN0236.The dynamic height is computed by dividing the NAVD 88
 BN0236.geopotential number by the normal gravity value computed on the
 BN0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0236.degrees latitude (g = 980.6199 gals.).
 BN0236
 BN0236.The modeled gravity was interpolated from observed gravity values.
 BN0236
 BN0236;                    North         East    Units  Estimated Accuracy
 BN0236;SPC TX C     - 3,121,590.      804,160.      MT  (+/- 180 meters Scaled)
 BN0236
 BN0236                          SUPERSEDED SURVEY CONTROL
 BN0236
 BN0236  NGVD 29 (??/??/92)  493.703  (m)         1619.76   (f) ADJ UNCH    1 2
 BN0236
 BN0236.Superseded values are not recommended for survey control.
 BN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0236.See file dsdata.txt to determine how the superseded data were derived.
 BN0236
 BN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV765029(NAD 83)
 BN0236_MARKER: DB = BENCH MARK DISK
 BN0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0236_STAMPING: N 80 1931
 BN0236_MARK LOGO: CGS   
 BN0236_PROJECTION: PROJECTING 5 CENTIMETERS
 BN0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0236+STABILITY: SURFACE MOTION
 BN0236
 BN0236  HISTORY     - Date     Condition        Report By
 BN0236  HISTORY     - 1931     MONUMENTED       CGS
 BN0236  HISTORY     - 1953     GOOD             NGS
 BN0236  HISTORY     - 1982     GOOD             NGS
 BN0236  HISTORY     - 19960213 GOOD             USPSQD
 BN0236
 BN0236                          STATION DESCRIPTION
 BN0236
 BN0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0236'1.1 MI NW FROM MASON.
 BN0236'0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT MASON,
 BN0236'THENCE 0.3 MILE NORTHWEST ALONG OLD U.S. HIGHWAY 87, 0.1 MILE
 BN0236'NORTHWEST OF THE WEST CORNER OF A CEMETERY, 102 FEET SOUTH OF A 24
 BN0236'INCH OAK TREE, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD
 BN0236'HIGHWAY, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BN0236'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BN0236
 BN0236                          STATION RECOVERY (1982)
 BN0236
 BN0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0236'1.3 KM (0.8 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 BN0236'MASON, THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG OLD U.S. HIGHWAY 87, (A
 BN0236'DIRT ROAD), 0.2 KM (0.1 MI) NORTHWEST OF THE WEST CORNER OF A
 BN0236'CEMETERY, SET NEAR THE TOP OF A HILL, 31.0 METERS (102.0 FT) SOUTH OF
 BN0236'A 24 INCH OAK TREE.
 BN0236
 BN0236                          STATION RECOVERY (1996)
 BN0236
 BN0236'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4256 ***********************************************************************
 AW4256  DESIGNATION -  N 800
 AW4256  PID         -  AW4256
 AW4256  STATE/COUNTY-  TX/FORT BEND
 AW4256  USGS QUAD   -  KENDLETON (1981)
 AW4256
 AW4256                         *CURRENT SURVEY CONTROL
 AW4256  ___________________________________________________________________
 AW4256* NAD 83(1986)-  29 26 01.     (N)    095 57 02.     (W)     SCALED    
 AW4256* NAVD 88     -        29.32   (+/-2cm)      96.2    (feet)  VERTCON   
 AW4256  ___________________________________________________________________
 AW4256  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4256
 AW4256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4256
 AW4256.The horizontal coordinates were scaled from a topographic map and have
 AW4256.an estimated accuracy of +/- 6 seconds.
 AW4256
 AW4256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4256.The vertical order pertains to the NGVD 29 superseded value.
 AW4256
 AW4256.The geoid height was determined by GEOID03.
 AW4256
 AW4256;                    North         East    Units  Estimated Accuracy
 AW4256;SPC TXSC     - 4,181,210.      895,810.      MT  (+/- 180 meters Scaled)
 AW4256
 AW4256                          SUPERSEDED SURVEY CONTROL
 AW4256
 AW4256  NGVD 29 (??/??/92)   29.31   (m)           96.2    (f) COMPUTED    2 0
 AW4256
 AW4256.Superseded values are not recommended for survey control.
 AW4256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4256.See file dsdata.txt to determine how the superseded data were derived.
 AW4256
 AW4256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN137596(NAD 83)
 AW4256_MARKER: DB = BENCH MARK DISK
 AW4256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4256_STAMPING: N 800 1943
 AW4256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4256+STABILITY: SURFACE MOTION
 AW4256
 AW4256  HISTORY     - Date     Condition        Report By
 AW4256  HISTORY     - 1943     MONUMENTED       CGS
 AW4256  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4256  HISTORY     - 19980207 POOR             USPSQD
 AW4256  HISTORY     - 20060716 POOR             GEOCAC
 AW4256
 AW4256                          STATION DESCRIPTION
 AW4256
 AW4256'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4256'3.35 MI SE FROM KENDLETON.
 AW4256'TO REACH FROM THE KENDLETON NEGRO SCHOOL NO. 2 (0.75 MILE NORTHEAST OF
 AW4256'THE RAILROAD STATION AT KENDLETON), PROCEED 2.6 MILES SOUTHEASTERLY
 AW4256'ALONG A COUNTY DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.1
 AW4256'MILE SOUTHEAST OF A SMALL WOODEN BRIDGE ACROSS THE ROAD. IT IS 33.0
 AW4256'FEET SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD,
 AW4256'0.5 FOOT SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE. MONUMENT IS
 AW4256'2.2 FEET NORTHWEST OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND
 AW4256'PROJECTS 0.1 FOOT ABOVE THE GROUND, AND SET IN A CONCRETE POST.
 AW4256
 AW4256                          STATION RECOVERY (1995)
 AW4256
 AW4256'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4256'MARK NOT FOUND.
 AW4256
 AW4256                          STATION RECOVERY (1998)
 AW4256
 AW4256'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4256'MARK RECOVERED IN POOR CONDITION.
 AW4256
 AW4256                          STATION RECOVERY (2006)
 AW4256
 AW4256'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AW4256'LEANING TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4379 ***********************************************************************
 AW4379  DESIGNATION -  N 801
 AW4379  PID         -  AW4379
 AW4379  STATE/COUNTY-  TX/MATAGORDA
 AW4379  USGS QUAD   -  DANCIGER (1980)
 AW4379
 AW4379                         *CURRENT SURVEY CONTROL
 AW4379  ___________________________________________________________________
 AW4379* NAD 83(1986)-  29 10 35.     (N)    095 50 18.     (W)     SCALED    
 AW4379* NAVD 88     -        15.42   (+/-2cm)      50.6    (feet)  VERTCON   
 AW4379  ___________________________________________________________________
 AW4379  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW4379
 AW4379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4379
 AW4379.The horizontal coordinates were scaled from a topographic map and have
 AW4379.an estimated accuracy of +/- 6 seconds.
 AW4379
 AW4379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4379.The vertical order pertains to the NGVD 29 superseded value.
 AW4379
 AW4379.The geoid height was determined by GEOID03.
 AW4379
 AW4379;                    North         East    Units  Estimated Accuracy
 AW4379;SPC TXSC     - 4,153,000.      907,470.      MT  (+/- 180 meters Scaled)
 AW4379
 AW4379                          SUPERSEDED SURVEY CONTROL
 AW4379
 AW4379  NGVD 29 (??/??/92)   15.434  (m)           50.64   (f) ADJ UNCH    2 0
 AW4379
 AW4379.Superseded values are not recommended for survey control.
 AW4379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4379.See file dsdata.txt to determine how the superseded data were derived.
 AW4379
 AW4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN239308(NAD 83)
 AW4379_MARKER: DB = BENCH MARK DISK
 AW4379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4379_STAMPING: N 801 1943
 AW4379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4379+STABILITY: SURFACE MOTION
 AW4379
 AW4379  HISTORY     - Date     Condition        Report By
 AW4379  HISTORY     - 1943     MONUMENTED       CGS
 AW4379  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4379  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4379
 AW4379                          STATION DESCRIPTION
 AW4379
 AW4379'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4379'5.7 MI E FROM PLEDGER.
 AW4379'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED EASTERLY
 AW4379'5.7 MILES ALONG PLEDGER-WEST COLUMBIA ROAD TO THE BRAZORIA-MATAGORDA
 AW4379'COUNTY LINE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE WEST
 AW4379'OF THE REVOLVING AERIAL BEACON LIGHT AT DANCIGER, 50.0 FEET NORTH OF
 AW4379'THE CENTERLINE OF THE ROAD DIRECTLY NORTH OF WHERE CONCRETE ROAD AND
 AW4379'OILED ROAD MEET AT COUNTY LINE, 6.0 FEET WEST OF A HIGHWAY PROJECT
 AW4379'CONCRETE MARKER POST, 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER
 AW4379'POST AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. MONUMENT PROJECTS
 AW4379'ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4379
 AW4379                          STATION RECOVERY (1999)
 AW4379
 AW4379'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4379'MARK NOT FOUND.
 AW4379
 AW4379                          STATION RECOVERY (2004)
 AW4379
 AW4379'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4379'FOUND CONCRETE POST PULLED OUT AND BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4403 ***********************************************************************
 AW4403  DESIGNATION -  N 802
 AW4403  PID         -  AW4403
 AW4403  STATE/COUNTY-  TX/BRAZORIA
 AW4403  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4403
 AW4403                         *CURRENT SURVEY CONTROL
 AW4403  ___________________________________________________________________
 AW4403* NAD 83(1986)-  29 12 43.     (N)    095 35 59.     (W)     SCALED    
 AW4403* NAVD 88     -        10.70   (+/-2cm)      35.1    (feet)  VERTCON   
 AW4403  ___________________________________________________________________
 AW4403  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW4403
 AW4403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4403
 AW4403.The horizontal coordinates were scaled from a topographic map and have
 AW4403.an estimated accuracy of +/- 6 seconds.
 AW4403
 AW4403.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4403.The vertical order pertains to the NGVD 29 superseded value.
 AW4403
 AW4403.The geoid height was determined by GEOID03.
 AW4403
 AW4403;                    North         East    Units  Estimated Accuracy
 AW4403;SPC TXSC     - 4,157,590.      930,550.      MT  (+/- 180 meters Scaled)
 AW4403
 AW4403                          SUPERSEDED SURVEY CONTROL
 AW4403
 AW4403  NGVD 29 (??/??/92)   10.706  (m)           35.12   (f) ADJ UNCH    2 0
 AW4403
 AW4403.Superseded values are not recommended for survey control.
 AW4403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4403.See file dsdata.txt to determine how the superseded data were derived.
 AW4403
 AW4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN472342(NAD 83)
 AW4403_MARKER: DB = BENCH MARK DISK
 AW4403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4403_STAMPING: N 802 1943
 AW4403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4403+STABILITY: SURFACE MOTION
 AW4403
 AW4403  HISTORY     - Date     Condition        Report By
 AW4403  HISTORY     - 1943     MONUMENTED       CGS
 AW4403  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AW4403  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 AW4403
 AW4403                          STATION DESCRIPTION
 AW4403
 AW4403'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4403'5.9 MI N FROM EAST COLUMBIA.
 AW4403'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4403'COLUMBIA.  PROCEED NORTHERLY 5.9 MILES ALONG CONCRETE ROAD TO A HOUSE
 AW4403'ON WEST SIDE OF ROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1
 AW4403'MILE NORTH OF A SMALL WOODEN BRIDGE, 53.0 FEET SOUTHEAST OF THE
 AW4403'SOUTHEAST CORNER OF THE HOUSE, 39.0 FEET WEST OF AND ABOUT THE SAME
 AW4403'ELEVATION AS THE CENTERLINE OF THE CONCRETE ROAD, 35.0 FEET SOUTH OF
 AW4403'THE CENTER OF A GATE AT DRIVEWAY, 22.0 FEET SOUTH OF A POWER POLE
 AW4403'CARRYING LEAD WIRES TO HOUSE, 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN
 AW4403'MARKER POST AND DIRECTLY ACROSS ROAD FROM A POWER LINE POLE WITH
 AW4403'TRANSFORMER.  MONUMENT PROJECTS ABOUT 0.3 FOOT, AND SET IN A CONCRETE
 AW4403'POST.  SEARCHED FOR BUT NOT RECOVERED IN NOVEMBER 1951.
 AW4403
 AW4403                          STATION RECOVERY (1998)
 AW4403
 AW4403'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4403'MARK NOT FOUND.
 AW4403
 AW4403                          STATION RECOVERY (2004)
 AW4403
 AW4403'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4417 ***********************************************************************
 AW4417  DESIGNATION -  N 803
 AW4417  PID         -  AW4417
 AW4417  STATE/COUNTY-  TX/BRAZORIA
 AW4417  USGS QUAD   -  OTEY (1980)
 AW4417
 AW4417                         *CURRENT SURVEY CONTROL
 AW4417  ___________________________________________________________________
 AW4417* NAD 83(1986)-  29 17 20.     (N)    095 36 32.     (W)     SCALED    
 AW4417* NAVD 88     -        15.79   (+/-2cm)      51.8    (feet)  VERTCON   
 AW4417  ___________________________________________________________________
 AW4417  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW4417
 AW4417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4417
 AW4417.The horizontal coordinates were scaled from a topographic map and have
 AW4417.an estimated accuracy of +/- 6 seconds.
 AW4417
 AW4417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4417.The vertical order pertains to the NGVD 29 superseded value.
 AW4417
 AW4417.The geoid height was determined by GEOID03.
 AW4417
 AW4417;                    North         East    Units  Estimated Accuracy
 AW4417;SPC TXSC     - 4,166,090.      929,410.      MT  (+/- 180 meters Scaled)
 AW4417
 AW4417                          SUPERSEDED SURVEY CONTROL
 AW4417
 AW4417  NGVD 29 (??/??/92)   15.798  (m)           51.83   (f) ADJ UNCH    2 0
 AW4417
 AW4417.Superseded values are not recommended for survey control.
 AW4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4417.See file dsdata.txt to determine how the superseded data were derived.
 AW4417
 AW4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN465428(NAD 83)
 AW4417_MARKER: DB = BENCH MARK DISK
 AW4417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4417_STAMPING: N 803 1943
 AW4417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4417+STABILITY: SURFACE MOTION
 AW4417
 AW4417  HISTORY     - Date     Condition        Report By
 AW4417  HISTORY     - 1943     MONUMENTED       CGS
 AW4417  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4417  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 AW4417
 AW4417                          STATION DESCRIPTION
 AW4417
 AW4417'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4417'9.2 MI E FROM DAMON.
 AW4417'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHERLY 1.5 MILES
 AW4417'ALONG STATE HIGHWAY NO. 36, THENCE EASTERLY 7.0 MILES ALONG DIRT ROAD
 AW4417'TO A T ROAD INTERSECTION AT END OF A CONCRETE ROAD LEADING SOUTH,
 AW4417'THENCE NORTHERLY 0.7 MILE TO A FARM HOUSE AND SITE OF BENCH MARK.
 AW4417'BENCH MARK IS ABOUT 0.7 MILE NORTH OF THE END OF A CONCRETE ROAD
 AW4417'LEADING SOUTH TO EAST COLUMBIA, ABOUT 0.1 MILE SOUTH OF A CATTLE-GUARD
 AW4417'AND GATE ON DIRT ROAD, 98.0 FEET NORTH OF A PRIVATE DRIVE AND GATE AT
 AW4417'FARM HOUSE, 32.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AW4417'CENTERLINE OF THE DIRT ROAD, 6.5 FEET NORTH OF A POWER LINE POLE WITH
 AW4417'TRANSFORMER, 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST AND
 AW4417'2.5 FEET NORTHWEST OF A T FENCE CORNER POST. MONUMENT PROJECTS ABOUT
 AW4417'0.4 FOOT.
 AW4417
 AW4417                          STATION RECOVERY (1989)
 AW4417
 AW4417'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4417'MARK NOT FOUND.
 AW4417
 AW4417                          STATION RECOVERY (2004)
 AW4417
 AW4417'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0586 ***********************************************************************
 BM0586  DESIGNATION -  N 804
 BM0586  PID         -  BM0586
 BM0586  STATE/COUNTY-  TX/TRAVIS
 BM0586  USGS QUAD   -  AUSTIN WEST (1988)
 BM0586
 BM0586                         *CURRENT SURVEY CONTROL
 BM0586  ___________________________________________________________________
 BM0586* NAD 83(1986)-  30 16 02.     (N)    097 46 16.     (W)     SCALED    
 BM0586* NAVD 88     -       149.823  (meters)     491.54   (feet)  ADJUSTED  
 BM0586  ___________________________________________________________________
 BM0586  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BM0586  DYNAMIC HT  -         149.618 (meters)     490.87  (feet)  COMP
 BM0586  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 BM0586
 BM0586  VERT ORDER  -  FIRST     CLASS I
 BM0586
 BM0586.The horizontal coordinates were scaled from a topographic map and have
 BM0586.an estimated accuracy of +/- 6 seconds.
 BM0586
 BM0586.The orthometric height was determined by differential leveling
 BM0586.and adjusted by the National Geodetic Survey in June 1991..
 BM0586
 BM0586.The geoid height was determined by GEOID03.
 BM0586
 BM0586.The dynamic height is computed by dividing the NAVD 88
 BM0586.geopotential number by the normal gravity value computed on the
 BM0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0586.degrees latitude (g = 980.6199 gals.).
 BM0586
 BM0586.The modeled gravity was interpolated from observed gravity values.
 BM0586
 BM0586;                    North         East    Units  Estimated Accuracy
 BM0586;SPC TX C     - 3,069,420.      946,520.      MT  (+/- 180 meters Scaled)
 BM0586
 BM0586                          SUPERSEDED SURVEY CONTROL
 BM0586
 BM0586  NGVD 29 (??/??/92)  149.752  (m)          491.31   (f) ADJ UNCH    1 1
 BM0586
 BM0586.Superseded values are not recommended for survey control.
 BM0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0586.See file dsdata.txt to determine how the superseded data were derived.
 BM0586
 BM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU182490(NAD 83)
 BM0586_MARKER: DB = BENCH MARK DISK
 BM0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0586_STAMPING: N 804 1953
 BM0586_MARK LOGO: CGS   
 BM0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0586+STABILITY: SURFACE MOTION
 BM0586
 BM0586  HISTORY     - Date     Condition        Report By
 BM0586  HISTORY     - 1953     MONUMENTED       CGS
 BM0586  HISTORY     - 1973     GOOD             NGS
 BM0586  HISTORY     - 1980     GOOD             NGS
 BM0586  HISTORY     - 1983     GOOD             USPSQD
 BM0586  HISTORY     - 1989     GOOD             USPSQD
 BM0586  HISTORY     - 1989     GOOD             USPSQD
 BM0586  HISTORY     - 1989     GOOD             USPSQD
 BM0586  HISTORY     - 1989     GOOD             USPSQD
 BM0586  HISTORY     - 1990     GOOD             USPSQD
 BM0586  HISTORY     - 19950624 GOOD             USPSQD
 BM0586  HISTORY     - 20021103 GOOD             GEOCAC
 BM0586
 BM0586                          STATION DESCRIPTION
 BM0586
 BM0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0586'1.2 MI W FROM AUSTIN.
 BM0586'ABOUT 0.3 MILES SOUTH SOUTHWEST ALONG LAMAR BLVD. FROM THE SOUTH END
 BM0586'OF A CONCRETE BRIDGE OVER THE COLORADO RIVER AT AUSTIN, THENCE 0.9
 BM0586'MILES NORTHWEST ALONG RANCH ROAD 2244 BARTON SPRINGS ROAD, AT ZILKER
 BM0586'PARK, 98.0 FEET WEST OF THE CENTER OF THE JUNCTION WITH STRUTFORD
 BM0586'DRIVE, 266.0 FEET NORTH OF A STEEL TOWER BEARING 4-LIGHT 42.5 FEET
 BM0586'SOUTHEAST OF A LIGHTPOLE, 38.5 FEET SOUTHWEST OF THE CENTER LINE OF
 BM0586'RANCH ROAD 2244, 0.35 MILES SOUTHEAST OF 2-OVERPASSES THE STATE
 BM0586'HIGHWAY AND PARK ROAD 1, 0.2 MILES SOUTHWEST OF THE BENCH MARK Y 1222,
 BM0586'1.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4.0 FEET ABOVE THE
 BM0586'ROAD AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 BM0586
 BM0586                          STATION RECOVERY (1980)
 BM0586
 BM0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0586'RECOVERED IN GOOD CONDITION.
 BM0586
 BM0586                          STATION RECOVERY (1983)
 BM0586
 BM0586'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0586'STRUTFORD DRIVE. SHOULD BE STRATFORD DRIVE. WITNESS POST IS STILL IN
 BM0586'UPRIGHT POSITION BESIDE ROAD RR 2244 'BARTON SPRINGS ROAD AT ZILKER
 BM0586'PARK.
 BM0586
 BM0586                          STATION RECOVERY (1989)
 BM0586
 BM0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0586'RECOVERED IN GOOD CONDITION.
 BM0586
 BM0586                          STATION RECOVERY (1989)
 BM0586
 BM0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0586'RECOVERED IN GOOD CONDITION.
 BM0586
 BM0586                          STATION RECOVERY (1989)
 BM0586
 BM0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (HWB)
 BM0586'RECOVERED IN GOOD CONDITION.
 BM0586
 BM0586                          STATION RECOVERY (1989)
 BM0586
 BM0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDM)
 BM0586'RECOVERED IN GOOD CONDITION.
 BM0586
 BM0586                          STATION RECOVERY (1990)
 BM0586
 BM0586'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0586'RECOVERED IN GOOD CONDITION.
 BM0586
 BM0586                          STATION RECOVERY (1995)
 BM0586
 BM0586'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0586'RECOVERED IN GOOD CONDITION.
 BM0586
 BM0586                          STATION RECOVERY (2002)
 BM0586
 BM0586'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 BM0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2116 ***********************************************************************
 AW2116  DESIGNATION -  N 805
 AW2116  PID         -  AW2116
 AW2116  STATE/COUNTY-  TX/HARRIS
 AW2116  USGS QUAD   -  BELLAIRE (1995)
 AW2116
 AW2116                         *CURRENT SURVEY CONTROL
 AW2116  ___________________________________________________________________
 AW2116* NAD 83(1986)-  29 38 29.     (N)    095 28 50.     (W)     SCALED    
 AW2116* NAVD 88     -        20.37   (+/-2cm)      66.8    (feet)  VERTCON   
 AW2116  ___________________________________________________________________
 AW2116  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2116
 AW2116  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2116
 AW2116.The horizontal coordinates were scaled from a topographic map and have
 AW2116.an estimated accuracy of +/- 6 seconds.
 AW2116
 AW2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2116.The vertical order pertains to the NGVD 29 superseded value.
 AW2116
 AW2116.The geoid height was determined by GEOID03.
 AW2116
 AW2116;                    North         East    Units  Estimated Accuracy
 AW2116;SPC TXSC     - 4,205,510.      940,700.      MT  (+/- 180 meters Scaled)
 AW2116
 AW2116                          SUPERSEDED SURVEY CONTROL
 AW2116
 AW2116  NGVD 29 (04/06/79)   20.366  (m)           66.82   (f) ADJUSTED    1 2
 AW2116
 AW2116.Superseded values are not recommended for survey control.
 AW2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2116.See file dsdata.txt to determine how the superseded data were derived.
 AW2116
 AW2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN598816(NAD 83)
 AW2116_MARKER: DB = BENCH MARK DISK
 AW2116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2116_SP_SET: CULVERT
 AW2116_STAMPING: N 805 1943
 AW2116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2116
 AW2116  HISTORY     - Date     Condition        Report By
 AW2116  HISTORY     - 1943     MONUMENTED       CGS
 AW2116  HISTORY     - 1973     GOOD             NGS
 AW2116  HISTORY     - 1978     GOOD             NGS
 AW2116  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2116
 AW2116                          STATION DESCRIPTION
 AW2116
 AW2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2116'5.1 MI NE FROM STAFFORD.
 AW2116'0.65 MILE EAST ALONG NORTH MAIN STREET FROM THE JUNCTION OF STAFFORD
 AW2116'ROAD AT STAFFORD, THENCE 4.45 MILES NORTHEAST ALONG U.S. HIGHWAY 90
 AW2116'ALT. 0.2 MILE NORTHEAST OF THE JUNCTION OF CHIMNEY ROCK ROAD, IN THE
 AW2116'TOP AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 AW2116'CONCRETE HEADWALL OF AN 18-INCH PIPE CULVERT, 56 1/2 FEET SOUTHEAST OF
 AW2116'THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 23 1/2
 AW2116'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANES OF THE
 AW2116'HIGHWAY, ABOUT 2 FEET LOWER THAN THE TRACK, AND LEVEL WITH THE
 AW2116'HIGHWAY.
 AW2116
 AW2116                          STATION RECOVERY (1978)
 AW2116
 AW2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2116'RECOVERED IN GOOD CONDITION.
 AW2116
 AW2116                          STATION RECOVERY (1986)
 AW2116
 AW2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2116'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0512 ***********************************************************************
 BM0512  DESIGNATION -  N 805
 BM0512  PID         -  BM0512
 BM0512  STATE/COUNTY-  TX/BASTROP
 BM0512  USGS QUAD   -  ELGIN EAST (1982)
 BM0512
 BM0512                         *CURRENT SURVEY CONTROL
 BM0512  ___________________________________________________________________
 BM0512* NAD 83(1986)-  30 19 10.     (N)    097 18 25.     (W)     SCALED    
 BM0512* NAVD 88     -       155.14   (+/-2cm)     509.0    (feet)  VERTCON   
 BM0512  ___________________________________________________________________
 BM0512  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0512
 BM0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0512
 BM0512.The horizontal coordinates were scaled from a topographic map and have
 BM0512.an estimated accuracy of +/- 6 seconds.
 BM0512
 BM0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0512.The vertical order pertains to the NGVD 29 superseded value.
 BM0512
 BM0512.The geoid height was determined by GEOID03.
 BM0512
 BM0512;                    North         East    Units  Estimated Accuracy
 BM0512;SPC TX C     - 3,076,320.      991,020.      MT  (+/- 180 meters Scaled)
 BM0512
 BM0512                          SUPERSEDED SURVEY CONTROL
 BM0512
 BM0512  NGVD 29 (??/??/92)  155.070  (m)          508.76   (f) ADJ UNCH    2 0
 BM0512
 BM0512.Superseded values are not recommended for survey control.
 BM0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0512.See file dsdata.txt to determine how the superseded data were derived.
 BM0512
 BM0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU627553(NAD 83)
 BM0512_MARKER: DB = BENCH MARK DISK
 BM0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0512_STAMPING: N 805 1953
 BM0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0512+STABILITY: SURFACE MOTION
 BM0512
 BM0512  HISTORY     - Date     Condition        Report By
 BM0512  HISTORY     - 1953     MONUMENTED       CGS
 BM0512
 BM0512                          STATION DESCRIPTION
 BM0512
 BM0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0512'4.55 MI E FROM ELGIN.
 BM0512'4.55 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0512'STATION AT ELGIN, 100 YARDS EAST OF A HOUSE, 70 FEET EAST OF THE 2ND
 BM0512'POLE WEST OF MILEPOST 83, 74.5 FEET SOUTH OF THE CENTER OF A ROAD
 BM0512'CROSSING, 48 FEET SOUTHWEST OF THE CENTER LINE OF A GRADED DIRT ROAD,
 BM0512'70.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.8 FEET NORTHWEST OF A
 BM0512'FENCE, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0512'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.  NOTE-- THE TEXAS AND
 BM0512'NEW ORLEANS RAILROAD IS NOW THE SOUTHERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4694 ***********************************************************************
 AW4694  DESIGNATION -  N 806
 AW4694  PID         -  AW4694
 AW4694  STATE/COUNTY-  TX/FORT BEND
 AW4694  USGS QUAD   -  RICHMOND (1980)
 AW4694
 AW4694                         *CURRENT SURVEY CONTROL
 AW4694  ___________________________________________________________________
 AW4694* NAD 83(1986)-  29 36 29.     (N)    095 48 34.     (W)     SCALED    
 AW4694* NAVD 88     -        28.18   (+/-2cm)      92.5    (feet)  VERTCON   
 AW4694  ___________________________________________________________________
 AW4694  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW4694
 AW4694  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4694
 AW4694.The horizontal coordinates were scaled from a topographic map and have
 AW4694.an estimated accuracy of +/- 6 seconds.
 AW4694
 AW4694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4694.The vertical order pertains to the NGVD 29 superseded value.
 AW4694
 AW4694.The geoid height was determined by GEOID03.
 AW4694
 AW4694;                    North         East    Units  Estimated Accuracy
 AW4694;SPC TXSC     - 4,200,900.      908,970.      MT  (+/- 180 meters Scaled)
 AW4694
 AW4694                          SUPERSEDED SURVEY CONTROL
 AW4694
 AW4694  NGVD 29 (??/??/92)   28.17   (m)           92.4    (f) COMPUTED    2 0
 AW4694
 AW4694.Superseded values are not recommended for survey control.
 AW4694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4694.See file dsdata.txt to determine how the superseded data were derived.
 AW4694
 AW4694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN279786(NAD 83)
 AW4694_MARKER: DB = BENCH MARK DISK
 AW4694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4694_SP_SET: CULVERT
 AW4694_STAMPING: N 806 1943
 AW4694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4694
 AW4694  HISTORY     - Date     Condition        Report By
 AW4694  HISTORY     - 1943     MONUMENTED       CGS
 AW4694  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4694
 AW4694                          STATION DESCRIPTION
 AW4694
 AW4694'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4694'3.7 MI N FROM ROSENBERG.
 AW4694'TO REACH FROM THE CITY HALL AT ROSENBERG-- PROCEED 0.3 MILE WESTERLY
 AW4694'ALONG U.S. HIGHWAY NO. 59 TO THE KATY-ROSENBERG ROAD INTERSECTION
 AW4694'LEADING NORTH, THENCE 3.4 MILES NORTHERLY TO SITE OF BENCH MARK. BENCH
 AW4694'MARK IS ABOUT 180.0 FEET SOUTH OF AN UNPAINTED FRAME HOUSE, AND 10.0
 AW4694'FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD. IT IS
 AW4694'SET HORIZONTALLY IN THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE
 AW4694'CULVERT.
 AW4694
 AW4694                          STATION RECOVERY (1993)
 AW4694
 AW4694'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0434 ***********************************************************************
 BM0434  DESIGNATION -  N 806
 BM0434  PID         -  BM0434
 BM0434  STATE/COUNTY-  TX/BASTROP
 BM0434  USGS QUAD   -  BASTROP (1982)
 BM0434
 BM0434                         *CURRENT SURVEY CONTROL
 BM0434  ___________________________________________________________________
 BM0434* NAD 83(1986)-  30 05 46.     (N)    097 18 53.     (W)     SCALED    
 BM0434* NAVD 88     -       110.331  (meters)     361.98   (feet)  ADJUSTED  
 BM0434  ___________________________________________________________________
 BM0434  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BM0434  DYNAMIC HT  -         110.181 (meters)     361.49  (feet)  COMP
 BM0434  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 BM0434
 BM0434  VERT ORDER  -  FIRST     CLASS I
 BM0434
 BM0434.The horizontal coordinates were scaled from a topographic map and have
 BM0434.an estimated accuracy of +/- 6 seconds.
 BM0434
 BM0434.The orthometric height was determined by differential leveling
 BM0434.and adjusted by the National Geodetic Survey in June 1991..
 BM0434.WARNING-Repeat measurements at this control monument indicate possible
 BM0434.vertical movement.
 BM0434
 BM0434.The geoid height was determined by GEOID03.
 BM0434
 BM0434.The dynamic height is computed by dividing the NAVD 88
 BM0434.geopotential number by the normal gravity value computed on the
 BM0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0434.degrees latitude (g = 980.6199 gals.).
 BM0434
 BM0434.The modeled gravity was interpolated from observed gravity values.
 BM0434
 BM0434;                    North         East    Units  Estimated Accuracy
 BM0434;SPC TX C     - 3,051,560.      990,940.      MT  (+/- 180 meters Scaled)
 BM0434
 BM0434                          SUPERSEDED SURVEY CONTROL
 BM0434
 BM0434  NGVD 29 (??/??/92)  110.270  (m)          361.78   (f) ADJ UNCH    1 1
 BM0434
 BM0434.Superseded values are not recommended for survey control.
 BM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0434.See file dsdata.txt to determine how the superseded data were derived.
 BM0434
 BM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU623306(NAD 83)
 BM0434_MARKER: DB = BENCH MARK DISK
 BM0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0434_STAMPING: N 806 1953
 BM0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0434+STABILITY: SURFACE MOTION
 BM0434
 BM0434  HISTORY     - Date     Condition        Report By
 BM0434  HISTORY     - 1953     MONUMENTED       CGS
 BM0434  HISTORY     - 1973     GOOD             NGS
 BM0434  HISTORY     - 1978     GOOD             NGS
 BM0434
 BM0434                          STATION DESCRIPTION
 BM0434
 BM0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0434'1.0 MI SE FROM BASTROP.
 BM0434'ABOUT 1.0 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0434'RAILROAD FROM THE STATION AT BASTROP, 0.6 MILES SOUTH OF STATE HIGHWAY
 BM0434'71 OVERPASS, 0.15 MILES SOUTH OF A DOUBLE ROW OF POWER LINE POLES
 BM0434'CROSSING OVER THE TRACK IN AN EAST-WEST DIRECTION, 23.0 FEET NORTH,
 BM0434'NORTHWEST OF THE MILEPOST 955, 45.0 FEET EAST OF THE EAST RAIL, 1.0
 BM0434'FEET WEST OF A FENCE, 0.6 MILES SOUTH OF BM W 1225, 1.0 FEET EAST OF A
 BM0434'METAL WITNESS POST ABOUT LEVEL WITH THE TRACK.  THE DISK IN THE TOP OF
 BM0434'A CONCRETE POST WAS PROJECTING 6-IN.
 BM0434
 BM0434                          STATION RECOVERY (1978)
 BM0434
 BM0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0155 ***********************************************************************
 AY0155  DESIGNATION -  N 807
 AY0155  PID         -  AY0155
 AY0155  STATE/COUNTY-  TX/GUADALUPE
 AY0155  USGS QUAD   -  MC QUEENEY (1994)
 AY0155
 AY0155                         *CURRENT SURVEY CONTROL
 AY0155  ___________________________________________________________________
 AY0155* NAD 83(1986)-  29 32 34.     (N)    098 03 57.     (W)     SCALED    
 AY0155* NAVD 88     -       187.37   (+/-2cm)     614.7    (feet)  VERTCON   
 AY0155  ___________________________________________________________________
 AY0155  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AY0155
 AY0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0155
 AY0155.The horizontal coordinates were scaled from a topographic map and have
 AY0155.an estimated accuracy of +/- 6 seconds.
 AY0155
 AY0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0155.The vertical order pertains to the NGVD 29 superseded value.
 AY0155
 AY0155.The geoid height was determined by GEOID03.
 AY0155
 AY0155;                    North         East    Units  Estimated Accuracy
 AY0155;SPC TXSC     - 4,189,810.      690,530.      MT  (+/- 180 meters Scaled)
 AY0155
 AY0155                          SUPERSEDED SURVEY CONTROL
 AY0155
 AY0155  NGVD 29 (??/??/92)  187.282  (m)          614.44   (f) ADJ UNCH    2 0
 AY0155
 AY0155.Superseded values are not recommended for survey control.
 AY0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0155.See file dsdata.txt to determine how the superseded data were derived.
 AY0155
 AY0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT905684(NAD 83)
 AY0155_MARKER: DB = BENCH MARK DISK
 AY0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0155_SP_SET: CULVERT
 AY0155_STAMPING: N 807 1943
 AY0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0155
 AY0155  HISTORY     - Date     Condition        Report By
 AY0155  HISTORY     - 1943     MONUMENTED       CGS
 AY0155  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0155  HISTORY     - 19880429 MARK NOT FOUND   USPSQD
 AY0155  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0155  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0155  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0155  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0155  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AY0155
 AY0155                          STATION DESCRIPTION
 AY0155
 AY0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0155'6.7 MI W FROM SEGUIN.
 AY0155'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 90 AND STATE
 AY0155'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 6.7 MILES WESTERLY ALONG U. S.
 AY0155'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.35 MILE
 AY0155'EAST OF A SERVICE STATION, AND 25.0 FEET NORTH OF AND ABOUT 2.0 FEET
 AY0155'BELOW THE CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE WEST
 AY0155'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 AY0155
 AY0155                          STATION RECOVERY (1988)
 AY0155
 AY0155'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0155'MARK NOT FOUND.
 AY0155
 AY0155                          STATION RECOVERY (1988)
 AY0155
 AY0155'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0155'MARK NOT FOUND.
 AY0155
 AY0155                          STATION RECOVERY (1989)
 AY0155
 AY0155'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0155'MARK NOT FOUND.
 AY0155
 AY0155                          STATION RECOVERY (1993)
 AY0155
 AY0155'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0155'MARK NOT FOUND.
 AY0155
 AY0155                          STATION RECOVERY (1999)
 AY0155
 AY0155'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0155'MARK NOT FOUND.
 AY0155
 AY0155                          STATION RECOVERY (2003)
 AY0155
 AY0155'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY0155'INTERSTATE 10 HAS BEEN CONSTRUCTED OVER THE AREA DESCRIBED.
 AY0155
 AY0155                          STATION RECOVERY (2005)
 AY0155
 AY0155'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0580 ***********************************************************************
 AY0580  DESIGNATION -  N 808
 AY0580  PID         -  AY0580
 AY0580  STATE/COUNTY-  TX/GUADALUPE
 AY0580  USGS QUAD   -  NEW BERLIN (1957)
 AY0580
 AY0580                         *CURRENT SURVEY CONTROL
 AY0580  ___________________________________________________________________
 AY0580* NAD 83(1986)-  29 23 10.     (N)    098 05 58.     (W)     SCALED    
 AY0580* NAVD 88     -       160.29   (+/-2cm)     525.9    (feet)  VERTCON   
 AY0580  ___________________________________________________________________
 AY0580  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AY0580
 AY0580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0580
 AY0580.The horizontal coordinates were scaled from a topographic map and have
 AY0580.an estimated accuracy of +/- 6 seconds.
 AY0580
 AY0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0580.The vertical order pertains to the NGVD 29 superseded value.
 AY0580
 AY0580.The geoid height was determined by GEOID03.
 AY0580
 AY0580;                    North         East    Units  Estimated Accuracy
 AY0580;SPC TXSC     - 4,172,430.      687,410.      MT  (+/- 180 meters Scaled)
 AY0580
 AY0580                          SUPERSEDED SURVEY CONTROL
 AY0580
 AY0580  NGVD 29 (??/??/92)  160.208  (m)          525.62   (f) ADJ UNCH    2 0
 AY0580
 AY0580.Superseded values are not recommended for survey control.
 AY0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0580.See file dsdata.txt to determine how the superseded data were derived.
 AY0580
 AY0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT873511(NAD 83)
 AY0580_MARKER: DB = BENCH MARK DISK
 AY0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0580_STAMPING: N 808 1943
 AY0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0580+STABILITY: SURFACE MOTION
 AY0580
 AY0580  HISTORY     - Date     Condition        Report By
 AY0580  HISTORY     - 1943     MONUMENTED       CGS
 AY0580  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0580
 AY0580                          STATION DESCRIPTION
 AY0580
 AY0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0580'2.7 MI N FROM LAVERNIA.
 AY0580'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 2.7 MILES NORTHERLY
 AY0580'ALONG THE LAVERNIA-NEW BERLIN ROAD TO SITE OF BENCH MARK. BENCH MARK
 AY0580'IS IN THE NORTHWEST CORNER OF THE SCHOOL YARD OF THE CONCRETE SCHOOL
 AY0580'(MIDWAY DISTRICT NO. 22) AND 36.0 FEET NORTH OF THE CENTERLINE OF A
 AY0580'DRIVEWAY LEADING TO THE SCHOOL HOUSE.  IT IS 34.0 FEET EAST OF AND
 AY0580'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 4.0 FEET EAST OF A
 AY0580'FENCE CORNER, 1.2 FEET SOUTH OF A FENCE, AND 5.0 FEET NORTHEAST OF A
 AY0580'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT. BENCH MARK
 AY0580'IS ABOUT 63.0 FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE. A
 AY0580'STANDARD DISK, STAMPED N 808 1943 AND SET IN THE TOP OF A CONCRETE
 AY0580'POST.
 AY0580
 AY0580                          STATION RECOVERY (1988)
 AY0580
 AY0580'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1849 ***********************************************************************
 AX1849  DESIGNATION -  N 809
 AX1849  PID         -  AX1849
 AX1849  STATE/COUNTY-  TX/GUADALUPE
 AX1849  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1849
 AX1849                         *CURRENT SURVEY CONTROL
 AX1849  ___________________________________________________________________
 AX1849* NAD 83(1986)-  29 26 49.     (N)    097 56 55.     (W)     SCALED    
 AX1849* NAVD 88     -       186.73   (+/-2cm)     612.6    (feet)  VERTCON   
 AX1849  ___________________________________________________________________
 AX1849  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AX1849
 AX1849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1849
 AX1849.The horizontal coordinates were scaled from a topographic map and have
 AX1849.an estimated accuracy of +/- 6 seconds.
 AX1849
 AX1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1849.The vertical order pertains to the NGVD 29 superseded value.
 AX1849
 AX1849.The geoid height was determined by GEOID03.
 AX1849
 AX1849;                    North         East    Units  Estimated Accuracy
 AX1849;SPC TXSC     - 4,179,290.      701,990.      MT  (+/- 180 meters Scaled)
 AX1849
 AX1849                          SUPERSEDED SURVEY CONTROL
 AX1849
 AX1849  NGVD 29 (??/??/92)  186.647  (m)          612.36   (f) ADJ UNCH    2 0
 AX1849
 AX1849.Superseded values are not recommended for survey control.
 AX1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1849.See file dsdata.txt to determine how the superseded data were derived.
 AX1849
 AX1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT019579(NAD 83)
 AX1849_MARKER: DB = BENCH MARK DISK
 AX1849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1849_SP_SET: CULVERT
 AX1849_STAMPING: N 809 1943
 AX1849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1849
 AX1849  HISTORY     - Date     Condition        Report By
 AX1849  HISTORY     - 1943     MONUMENTED       CGS
 AX1849  HISTORY     - 19930808 GOOD             USPSQD
 AX1849  HISTORY     - 19990925 GOOD             USPSQD
 AX1849  HISTORY     - 20030517 GOOD             USPSQD
 AX1849
 AX1849                          STATION DESCRIPTION
 AX1849
 AX1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1849'8.9 MI S FROM SEGUIN.
 AX1849'TO REACH FROM THE COURT HOUSE AT SEGUIN-- PROCEED 8.9 MILES SOUTHERLY
 AX1849'ALONG STATE HIGHWAY NO. 123 TO A DIRT SIDE ROAD INTERSECTION LEADING
 AX1849'WEST AND TO SITE OF BENCH MARK.  BENCH MARK IS DIRECTLY ACROSS THE
 AX1849'HIGHWAY FROM THE SIDE ROAD INTERSECTION LEADING WEST, AND 36.0 FEET
 AX1849'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY. IT
 AX1849'IS 13.0 FEET NORTH OF THE CENTERLINE OF A FARM ROAD LEADING EAST INTO
 AX1849'THE WEINERT RANCH, AND SET HORIZONTALLY IN THE WEST END OF THE NORTH
 AX1849'HEADWALL OF A CONCRETE CULVERT UNDER THE FARM ROAD.
 AX1849
 AX1849                          STATION RECOVERY (1993)
 AX1849
 AX1849'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1849'RECOVERED IN GOOD CONDITION.
 AX1849
 AX1849                          STATION RECOVERY (1999)
 AX1849
 AX1849'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1849'RECOVERED IN GOOD CONDITION.
 AX1849
 AX1849                          STATION RECOVERY (2003)
 AX1849
 AX1849'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX1849'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 6 SATELLITES) READING OVER MARK
 AX1849'- 29 26 49.3 (N) - 097 56 55.6 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0129 ***********************************************************************
 BN0129  DESIGNATION -  N 81
 BN0129  PID         -  BN0129
 BN0129  STATE/COUNTY-  TX/GILLESPIE
 BN0129  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0129
 BN0129                         *CURRENT SURVEY CONTROL
 BN0129  ___________________________________________________________________
 BN0129* NAD 83(1986)-  30 17 09.     (N)    098 53 13.     (W)     SCALED    
 BN0129* NAVD 88     -       531.528  (meters)    1743.85   (feet)  ADJUSTED  
 BN0129  ___________________________________________________________________
 BN0129  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BN0129  DYNAMIC HT  -         530.781 (meters)    1741.40  (feet)  COMP
 BN0129  MODELED GRAV-     979,219.1   (mgal)                       NAVD 88
 BN0129
 BN0129  VERT ORDER  -  FIRST     CLASS II
 BN0129
 BN0129.The horizontal coordinates were scaled from a topographic map and have
 BN0129.an estimated accuracy of +/- 6 seconds.
 BN0129
 BN0129.The orthometric height was determined by differential leveling
 BN0129.and adjusted by the National Geodetic Survey in June 1991..
 BN0129.WARNING-Repeat measurements at this control monument indicate possible
 BN0129.vertical movement.
 BN0129
 BN0129.The geoid height was determined by GEOID03.
 BN0129
 BN0129.The dynamic height is computed by dividing the NAVD 88
 BN0129.geopotential number by the normal gravity value computed on the
 BN0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0129.degrees latitude (g = 980.6199 gals.).
 BN0129
 BN0129.The modeled gravity was interpolated from observed gravity values.
 BN0129
 BN0129;                    North         East    Units  Estimated Accuracy
 BN0129;SPC TX C     - 3,069,540.      839,150.      MT  (+/- 180 meters Scaled)
 BN0129
 BN0129                          SUPERSEDED SURVEY CONTROL
 BN0129
 BN0129  NGVD 29 (??/??/92)  531.463  (m)         1743.64   (f) ADJ UNCH    1 2
 BN0129
 BN0129.Superseded values are not recommended for survey control.
 BN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0129.See file dsdata.txt to determine how the superseded data were derived.
 BN0129
 BN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU108504(NAD 83)
 BN0129_MARKER: DB = BENCH MARK DISK
 BN0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0129_STAMPING: N 81 1931
 BN0129_MARK LOGO: CGS   
 BN0129_PROJECTION: RECESSED 30 CENTIMETERS
 BN0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0129+STABILITY: SURFACE MOTION
 BN0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0129+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 BN0129
 BN0129  HISTORY     - Date     Condition        Report By
 BN0129  HISTORY     - 1931     MONUMENTED       CGS
 BN0129  HISTORY     - 1953     GOOD             NGS
 BN0129  HISTORY     - 1982     GOOD             NGS
 BN0129  HISTORY     - 19930514 GOOD             USPSQD
 BN0129  HISTORY     - 19960309 GOOD             USPSQD
 BN0129  HISTORY     - 20060314 GOOD             USPSQD
 BN0129
 BN0129                          STATION DESCRIPTION
 BN0129
 BN0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0129'1.1 MI NW FROM FREDERICKSBURG.
 BN0129'1.1 MILES NORTHWEST ALONG U.S. HIGHWAYS 87 AND 290 FROM THE COURTHOUSE
 BN0129'AT FREDERICKSBURG, AT THE INTERSECTION OF THE HIGHWAYS, 118 FEET NORTH
 BN0129'OF THE CENTER LINE OF U.S. HIGHWAY 290, 52 FEET SOUTHWEST OF THE
 BN0129'CENTER LINE OF U.S. HIGHWAY 87, 34.5 FEET NORTHWEST OF THE NORTH
 BN0129'CORNER OF A SINCLAIR SERVICE STATION, 6.4 FEET SOUTHEAST OF THE EAST
 BN0129'CORNER OF A CABIN, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 BN0129'WITH THE GROUND.
 BN0129
 BN0129                          STATION RECOVERY (1982)
 BN0129
 BN0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0129'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 87 AND 290 FROM THE
 BN0129'COURTHOUSE IN FREDERICKSBURG, AT THE JUNCTION OF THE HIGHWAYS,
 BN0129'35.9 METERS (118.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 290,
 BN0129'15.8 METERS (52.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 87,
 BN0129'10.5 METERS (34.5 FT) NORTHWEST OF THE NORTH CORNER OF A STANDARD
 BN0129'SERVICE STATION, 1.6 METERS (6.5 FT) SOUTHEAST OF THE EAST CORNER OF
 BN0129'A SMALL CABIN, AND 6.4 METERS (21.0 FT) WEST OF A POWER POLE.
 BN0129'THE MARK IS ABOVE LEVEL WITH HIGHWAY 87.
 BN0129
 BN0129                          STATION RECOVERY (1993)
 BN0129
 BN0129'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0129'RECOVERED IN GOOD CONDITION.
 BN0129
 BN0129                          STATION RECOVERY (1996)
 BN0129
 BN0129'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0129'RECOVERED IN GOOD CONDITION.
 BN0129
 BN0129                          STATION RECOVERY (2006)
 BN0129
 BN0129'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0129'SERVICE STATION APPEARS TO HAVE BEEN ABANDONDED FOR SEVERAL YEARS.
 BN0129'MARK IS 10 INCHES BELOW GRADE IN A HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4270 ***********************************************************************
 AW4270  DESIGNATION -  N 810
 AW4270  PID         -  AW4270
 AW4270  STATE/COUNTY-  TX/FORT BEND
 AW4270  USGS QUAD   -  BOLING (1980)
 AW4270
 AW4270                         *CURRENT SURVEY CONTROL
 AW4270  ___________________________________________________________________
 AW4270* NAD 83(1986)-  29 20 49.     (N)    095 54 34.     (W)     SCALED    
 AW4270* NAVD 88     -        24.80   (+/-2cm)      81.4    (feet)  VERTCON   
 AW4270  ___________________________________________________________________
 AW4270  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW4270
 AW4270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4270
 AW4270.The horizontal coordinates were scaled from a topographic map and have
 AW4270.an estimated accuracy of +/- 6 seconds.
 AW4270
 AW4270.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4270.The vertical order pertains to the NGVD 29 superseded value.
 AW4270
 AW4270.The geoid height was determined by GEOID03.
 AW4270
 AW4270;                    North         East    Units  Estimated Accuracy
 AW4270;SPC TXSC     - 4,171,710.      900,050.      MT  (+/- 180 meters Scaled)
 AW4270
 AW4270                          SUPERSEDED SURVEY CONTROL
 AW4270
 AW4270  NGVD 29 (??/??/92)   24.803  (m)           81.37   (f) ADJ UNCH    2 0
 AW4270
 AW4270.Superseded values are not recommended for survey control.
 AW4270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4270.See file dsdata.txt to determine how the superseded data were derived.
 AW4270
 AW4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN175499(NAD 83)
 AW4270_MARKER: DB = BENCH MARK DISK
 AW4270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4270_STAMPING: N 810 1943
 AW4270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4270+STABILITY: SURFACE MOTION
 AW4270
 AW4270  HISTORY     - Date     Condition        Report By
 AW4270  HISTORY     - 1943     MONUMENTED       CGS
 AW4270  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4270  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4270
 AW4270                          STATION DESCRIPTION
 AW4270
 AW4270'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4270'6.3 MI SW FROM NEEDVILLE.
 AW4270'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 3.5 MILES
 AW4270'SOUTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS
 AW4270'ROAD (A POINT CALLED FOUR CORNERS OR MARLOW STORE), THENCE 0.7 MILE
 AW4270'NORTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AW4270'LEADING SOUTHWEST, THENCE 2.1 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO
 AW4270'SITE OF BENCH MARK.  BENCH MARK IS IN THE SOUTHWEST CORNER OF A
 AW4270'PASTURE.  IT IS 0.25 MILE SOUTHWEST OF A NEGRO SCHOOL AND CHURCH, 28.0
 AW4270'FEET SOUTHEAST OF AND ABOUT 2.5 FEET BELOW THE CENTERLINE OF THE ROAD,
 AW4270'28.4 FEET NORTHEAST OF A FENCE CORNER POST, 7.5 FEET SOUTHEAST OF THE
 AW4270'SOUTHEAST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.0 FEET NORTHEAST OF A 4X4
 AW4270'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND,
 AW4270'AND SET IN A CONCRETE POST.
 AW4270
 AW4270                          STATION RECOVERY (1995)
 AW4270
 AW4270'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4270'MARK NOT FOUND.
 AW4270
 AW4270                          STATION RECOVERY (1998)
 AW4270
 AW4270'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0090 ***********************************************************************
 AX0090  DESIGNATION -  N 812 RESET 1954
 AX0090  PID         -  AX0090
 AX0090  STATE/COUNTY-  TX/WHARTON
 AX0090  USGS QUAD   -  EAST BERNARD (1980)
 AX0090
 AX0090                         *CURRENT SURVEY CONTROL
 AX0090  ___________________________________________________________________
 AX0090* NAD 83(1986)-  29 31 40.     (N)    096 06 10.     (W)     SCALED    
 AX0090* NAVD 88     -        37.41   (+/-2cm)     122.7    (feet)  VERTCON   
 AX0090  ___________________________________________________________________
 AX0090  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0090
 AX0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0090
 AX0090.The horizontal coordinates were scaled from a topographic map and have
 AX0090.an estimated accuracy of +/- 6 seconds.
 AX0090
 AX0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0090.The vertical order pertains to the NGVD 29 superseded value.
 AX0090
 AX0090.The geoid height was determined by GEOID03.
 AX0090
 AX0090;                    North         East    Units  Estimated Accuracy
 AX0090;SPC TXSC     - 4,191,270.      880,790.      MT  (+/- 180 meters Scaled)
 AX0090
 AX0090                          SUPERSEDED SURVEY CONTROL
 AX0090
 AX0090  NGVD 29 (??/??/92)   37.407  (m)          122.73   (f) ADJ UNCH    2 0
 AX0090
 AX0090.Superseded values are not recommended for survey control.
 AX0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0090.See file dsdata.txt to determine how the superseded data were derived.
 AX0090
 AX0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT808699(NAD 83)
 AX0090_MARKER: DB = BENCH MARK DISK
 AX0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0090_STAMPING: N 812 1943 RESET 1954
 AX0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0090+STABILITY: SURFACE MOTION
 AX0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX0090+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 AX0090
 AX0090  HISTORY     - Date     Condition        Report By
 AX0090  HISTORY     - 1954     MONUMENTED       CGS
 AX0090  HISTORY     - 19910607 GOOD             USPSQD
 AX0090  HISTORY     - 20060415 GOOD             GEOCAC
 AX0090
 AX0090                          STATION DESCRIPTION
 AX0090
 AX0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0090'2.15 MI W FROM EAST BERNARD.
 AX0090'2.15 MILES WEST ALONG U.S. HIGHWAY 90 A FROM THE TEXAS AND NEW ORLEANS
 AX0090'RAILROAD STATION AT EAST BERNARD, ON THE OUTSIDE OF A CURVE IN THE
 AX0090'HIGHWAY, 1 1/2 POLES EAST OF MILEPOST 54, 0.15 MILE WEST OF A
 AX0090'FARMHOUSE, 71 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 AX0090'NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 AX0090'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AX0090
 AX0090                          STATION RECOVERY (1991)
 AX0090
 AX0090'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0090'RECOVERED IN GOOD CONDITION.
 AX0090
 AX0090                          STATION RECOVERY (2006)
 AX0090
 AX0090'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AX0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0121 ***********************************************************************
 AX0121  DESIGNATION -  N 814
 AX0121  PID         -  AX0121
 AX0121  STATE/COUNTY-  TX/WHARTON
 AX0121  USGS QUAD   -  LISSIE (1981)
 AX0121
 AX0121                         *CURRENT SURVEY CONTROL
 AX0121  ___________________________________________________________________
 AX0121* NAD 83(1986)-  29 32 06.     (N)    096 14 17.     (W)     SCALED    
 AX0121* NAVD 88     -        46.95   (+/-2cm)     154.0    (feet)  VERTCON   
 AX0121  ___________________________________________________________________
 AX0121  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0121
 AX0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0121
 AX0121.The horizontal coordinates were scaled from a topographic map and have
 AX0121.an estimated accuracy of +/- 6 seconds.
 AX0121
 AX0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0121.The vertical order pertains to the NGVD 29 superseded value.
 AX0121
 AX0121.The geoid height was determined by GEOID03.
 AX0121
 AX0121;                    North         East    Units  Estimated Accuracy
 AX0121;SPC TXSC     - 4,191,750.      867,660.      MT  (+/- 180 meters Scaled)
 AX0121
 AX0121                          SUPERSEDED SURVEY CONTROL
 AX0121
 AX0121  NGVD 29 (??/??/92)   46.947  (m)          154.03   (f) ADJ UNCH    2 0
 AX0121
 AX0121.Superseded values are not recommended for survey control.
 AX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0121.See file dsdata.txt to determine how the superseded data were derived.
 AX0121
 AX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT676704(NAD 83)
 AX0121_MARKER: DB = BENCH MARK DISK
 AX0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0121_STAMPING: N 814 1943
 AX0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0121+STABILITY: SURFACE MOTION
 AX0121
 AX0121  HISTORY     - Date     Condition        Report By
 AX0121  HISTORY     - 1943     MONUMENTED       CGS
 AX0121  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0121
 AX0121                          STATION DESCRIPTION
 AX0121
 AX0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0121'2.2 MI SW FROM LISSIE.
 AX0121'2.2 MILES SOUTHWEST OF LISSIE, WHARTON COUNTY, FROM THE TEXAS AND NEW
 AX0121'ORLEANS RAILROAD STATION, 0.3 MILE EAST ALONG U.S. HIGHWAY 90 A, 1.9
 AX0121'MILES SOUTHWEST ALONG A GRAVEL ROAD, 0.1 MILE SOUTHWEST OF THE
 AX0121'JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST, 32 FEET SOUTHEAST OF THE
 AX0121'CENTERLINE OF THE ROAD, 2.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AX0121'POST, 0.4 FOOT SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, AND
 AX0121'ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED N 814 1943
 AX0121'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 AX0121'GROUND.
 AX0121
 AX0121                          STATION RECOVERY (1991)
 AX0121
 AX0121'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0159 ***********************************************************************
 AX0159  DESIGNATION -  N 815
 AX0159  PID         -  AX0159
 AX0159  STATE/COUNTY-  TX/COLORADO
 AX0159  USGS QUAD   -  CAT SPRING (1981)
 AX0159
 AX0159                         *CURRENT SURVEY CONTROL
 AX0159  ___________________________________________________________________
 AX0159* NAD 83(1986)-  29 49 04.     (N)    096 20 53.     (W)     SCALED    
 AX0159* NAVD 88     -        86.04   (+/-2cm)     282.3    (feet)  VERTCON   
 AX0159  ___________________________________________________________________
 AX0159  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0159
 AX0159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0159
 AX0159.The horizontal coordinates were scaled from a topographic map and have
 AX0159.an estimated accuracy of +/- 6 seconds.
 AX0159
 AX0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0159.The vertical order pertains to the NGVD 29 superseded value.
 AX0159
 AX0159.The geoid height was determined by GEOID03.
 AX0159
 AX0159;                    North         East    Units  Estimated Accuracy
 AX0159;SPC TXSC     - 4,222,840.      856,290.      MT  (+/- 180 meters Scaled)
 AX0159
 AX0159                          SUPERSEDED SURVEY CONTROL
 AX0159
 AX0159  NGVD 29 (??/??/92)   86.013  (m)          282.19   (f) ADJ UNCH    2 0
 AX0159
 AX0159.Superseded values are not recommended for survey control.
 AX0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0159.See file dsdata.txt to determine how the superseded data were derived.
 AX0159
 AX0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU562015(NAD 83)
 AX0159_MARKER: DB = BENCH MARK DISK
 AX0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0159_STAMPING: N 815 1943
 AX0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0159+STABILITY: SURFACE MOTION
 AX0159
 AX0159  HISTORY     - Date     Condition        Report By
 AX0159  HISTORY     - 1943     MONUMENTED       CGS
 AX0159  HISTORY     - 1963     GOOD             USGS
 AX0159  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0159
 AX0159                          STATION DESCRIPTION
 AX0159
 AX0159'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX0159'2.4 MI SW FROM CAT SPRING.
 AX0159'CAT SPRING, 2.4 MILES SOUTHWEST ALONG FARM ROAD 1088 FROM THE POST
 AX0159'OFFICE AT.  0.6 MILE SOUTHWEST OF BRIDGE OVER SAN BERNARD RIVER.  230
 AX0159'FT. SOUTHEAST OF CENTER OF HIGHWAY AT RIVATE T-ROAD SOUTHEAST.  19 FT.
 AX0159'SOUTHWEST OF CENTER LINE OF PRIVATE ROAD.  A STANDARD DISK, STAMPED N
 AX0159'815, 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FT.
 AX0159'ABOVE GROUND.
 AX0159
 AX0159                          STATION RECOVERY (1991)
 AX0159
 AX0159'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0191 ***********************************************************************
 AX0191  DESIGNATION -  N 816 RESET 1964
 AX0191  PID         -  AX0191
 AX0191  STATE/COUNTY-  TX/COLORADO
 AX0191  USGS QUAD   -  BERNARDO (1981)
 AX0191
 AX0191                         *CURRENT SURVEY CONTROL
 AX0191  ___________________________________________________________________
 AX0191* NAD 83(1986)-  29 45 06.     (N)    096 23 15.     (W)     SCALED    
 AX0191* NAVD 88     -        75.55   (+/-2cm)     247.9    (feet)  VERTCON   
 AX0191  ___________________________________________________________________
 AX0191  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0191
 AX0191  VERT ORDER  -  THIRD (See Below)
 AX0191
 AX0191.The horizontal coordinates were scaled from a topographic map and have
 AX0191.an estimated accuracy of +/- 6 seconds.
 AX0191
 AX0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0191.The vertical order pertains to the NGVD 29 superseded value.
 AX0191
 AX0191.The geoid height was determined by GEOID03.
 AX0191
 AX0191;                    North         East    Units  Estimated Accuracy
 AX0191;SPC TXSC     - 4,215,430.      852,650.      MT  (+/- 180 meters Scaled)
 AX0191
 AX0191                          SUPERSEDED SURVEY CONTROL
 AX0191
 AX0191  NGVD 29 (??/??/??)   75.53   (m)          247.8    (f) RESET       3  
 AX0191
 AX0191.Superseded values are not recommended for survey control.
 AX0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0191.See file dsdata.txt to determine how the superseded data were derived.
 AX0191
 AX0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT526941(NAD 83)
 AX0191_MARKER: DB = BENCH MARK DISK
 AX0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0191_STAMPING: N 816 RESET 1964
 AX0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0191+STABILITY: SURFACE MOTION
 AX0191
 AX0191  HISTORY     - Date     Condition        Report By
 AX0191  HISTORY     - 1964     MONUMENTED       CGS
 AX0191  HISTORY     - 19910608 GOOD             USPSQD
 AX0191  HISTORY     - 20050825 GOOD             USPSQD
 AX0191
 AX0191                          STATION DESCRIPTION
 AX0191
 AX0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AX0191'0.8 MI SE FROM BERNARDO.
 AX0191'TO REACH FROM THE CROSSROADS IN BERNARDO, GO EAST-SOUTHEASTERLY FOR
 AX0191'0.8 MILE TO BENCH MARK ON THE LEFT.  32 FEET NORTHEAST OF THE CENTER
 AX0191'LINE OF ROAD, 130 FEET NORTHWEST OF THE EXTENDED LINE OF A
 AX0191'SOUTHWEST-NORTHEAST FENCE LINE (MEASURED ALONG THE SOUTHEAST-NORTHWEST
 AX0191'FENCE LINE), 1 FOOT NORTHWEST OF A METAL WITNESS POST AND UNDER THE
 AX0191'NORTHEAST RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN A 12 X 12 IN.
 AX0191'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 AX0191
 AX0191                          STATION RECOVERY (1991)
 AX0191
 AX0191'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0191'RECOVERED IN GOOD CONDITION.
 AX0191
 AX0191                          STATION RECOVERY (2005)
 AX0191
 AX0191'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 AX0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1111 ***********************************************************************
 AX1111  DESIGNATION -  N 818
 AX1111  PID         -  AX1111
 AX1111  STATE/COUNTY-  TX/COLORADO
 AX1111  USGS QUAD   -  COLUMBUS (1981)
 AX1111
 AX1111                         *CURRENT SURVEY CONTROL
 AX1111  ___________________________________________________________________
 AX1111* NAD 83(1986)-  29 41 49.     (N)    096 36 55.     (W)     SCALED    
 AX1111* NAVD 88     -        88.54   (+/-2cm)     290.5    (feet)  VERTCON   
 AX1111  ___________________________________________________________________
 AX1111  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1111
 AX1111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1111
 AX1111.The horizontal coordinates were scaled from a topographic map and have
 AX1111.an estimated accuracy of +/- 6 seconds.
 AX1111
 AX1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1111.The vertical order pertains to the NGVD 29 superseded value.
 AX1111
 AX1111.The geoid height was determined by GEOID03.
 AX1111
 AX1111;                    North         East    Units  Estimated Accuracy
 AX1111;SPC TXSC     - 4,208,890.      830,750.      MT  (+/- 180 meters Scaled)
 AX1111
 AX1111                          SUPERSEDED SURVEY CONTROL
 AX1111
 AX1111  NGVD 29 (??/??/92)   88.519  (m)          290.42   (f) ADJ UNCH    2 0
 AX1111
 AX1111.Superseded values are not recommended for survey control.
 AX1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1111.See file dsdata.txt to determine how the superseded data were derived.
 AX1111
 AX1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT307875(NAD 83)
 AX1111_MARKER: DB = BENCH MARK DISK
 AX1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1111_SP_SET: CULVERT
 AX1111_STAMPING: N 818 1943
 AX1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1111+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1111
 AX1111  HISTORY     - Date     Condition        Report By
 AX1111  HISTORY     - 1943     MONUMENTED       CGS
 AX1111  HISTORY     - 1987     GOOD             USPSQD
 AX1111  HISTORY     - 1987     GOOD             USPSQD
 AX1111  HISTORY     - 19970608 GOOD             USPSQD
 AX1111  HISTORY     - 20040318 GOOD             USPSQD
 AX1111  HISTORY     - 20050318 GOOD             USPSQD
 AX1111
 AX1111                          STATION DESCRIPTION
 AX1111
 AX1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1111'1.85 MI W FROM GLIDDEN.
 AX1111'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1111'STATION AT GLIDDEN, PROCEED 1.85 MILE WESTERLY ALONG U.S. HIGHWAY NO.
 AX1111'90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1111'HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 3X4
 AX1111'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 21.3 FEET SOUTH OF
 AX1111'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1111
 AX1111                          STATION RECOVERY (1987)
 AX1111
 AX1111'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1111'RECOVERED IN GOOD CONDITION.
 AX1111
 AX1111                          STATION RECOVERY (1987)
 AX1111
 AX1111'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1111'RECOVERED IN GOOD CONDITION.
 AX1111
 AX1111                          STATION RECOVERY (1997)
 AX1111
 AX1111'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1111'RECOVERED IN GOOD CONDITION.
 AX1111
 AX1111                          STATION RECOVERY (2004)
 AX1111
 AX1111'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1111'RECOVERED IN GOOD CONDITION.
 AX1111
 AX1111                          STATION RECOVERY (2005)
 AX1111
 AX1111'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1081 ***********************************************************************
 AX1081  DESIGNATION -  N 819
 AX1081  PID         -  AX1081
 AX1081  STATE/COUNTY-  TX/FAYETTE
 AX1081  USGS QUAD   -  SCHULENBURG (1981)
 AX1081
 AX1081                         *CURRENT SURVEY CONTROL
 AX1081  ___________________________________________________________________
 AX1081* NAD 83(1986)-  29 41 09.     (N)    096 57 20.     (W)     SCALED    
 AX1081* NAVD 88     -        96.97   (+/-2cm)     318.1    (feet)  VERTCON   
 AX1081  ___________________________________________________________________
 AX1081  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1081
 AX1081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1081
 AX1081.The horizontal coordinates were scaled from a topographic map and have
 AX1081.an estimated accuracy of +/- 6 seconds.
 AX1081
 AX1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1081.The vertical order pertains to the NGVD 29 superseded value.
 AX1081
 AX1081.The geoid height was determined by GEOID03.
 AX1081
 AX1081;                    North         East    Units  Estimated Accuracy
 AX1081;SPC TXSC     - 4,207,040.      797,850.      MT  (+/- 180 meters Scaled)
 AX1081
 AX1081                          SUPERSEDED SURVEY CONTROL
 AX1081
 AX1081  NGVD 29 (??/??/92)   96.932  (m)          318.02   (f) ADJ UNCH    2 0
 AX1081
 AX1081.Superseded values are not recommended for survey control.
 AX1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1081.See file dsdata.txt to determine how the superseded data were derived.
 AX1081
 AX1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT978857(NAD 83)
 AX1081_MARKER: DB = BENCH MARK DISK
 AX1081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1081_SP_SET: CULVERT
 AX1081_STAMPING: N 819 1943
 AX1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1081+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1081
 AX1081  HISTORY     - Date     Condition        Report By
 AX1081  HISTORY     - 1943     MONUMENTED       CGS
 AX1081  HISTORY     - 1970     GOOD             TXHD
 AX1081  HISTORY     - 1987     GOOD             USPSQD
 AX1081  HISTORY     - 1987     GOOD             USPSQD
 AX1081  HISTORY     - 1990     GOOD             USPSQD
 AX1081  HISTORY     - 19970608 GOOD             USPSQD
 AX1081  HISTORY     - 20020812 GOOD             USPSQD
 AX1081  HISTORY     - 20050318 GOOD             USPSQD
 AX1081
 AX1081                          STATION DESCRIPTION
 AX1081
 AX1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1081'3.35 MI W FROM SCHULENBURG.
 AX1081'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 90 AND U.S. HIGHWAY NO.
 AX1081'77 AT SCHULENBURG, PROCEED 3.35 MILES WESTERLY ALONG U.S. HIGHWAY NO.
 AX1081'90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1081'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 2X8
 AX1081'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 22.6 FEET NORTH OF
 AX1081'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 AX1081
 AX1081                          STATION RECOVERY (1970)
 AX1081
 AX1081'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1081'RECOVERED IN GOOD CONDITION.
 AX1081
 AX1081                          STATION RECOVERY (1987)
 AX1081
 AX1081'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1081'RECOVERED IN GOOD CONDITION.
 AX1081
 AX1081                          STATION RECOVERY (1987)
 AX1081
 AX1081'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1081'RECOVERED IN GOOD CONDITION.
 AX1081
 AX1081                          STATION RECOVERY (1990)
 AX1081
 AX1081'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1081'RECOVERED IN GOOD CONDITION.
 AX1081
 AX1081                          STATION RECOVERY (1997)
 AX1081
 AX1081'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1081'RECOVERED IN GOOD CONDITION.
 AX1081
 AX1081                          STATION RECOVERY (2002)
 AX1081
 AX1081'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1081'RECOVERED IN GOOD CONDITION.
 AX1081
 AX1081                          STATION RECOVERY (2005)
 AX1081
 AX1081'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0934 ***********************************************************************
 AY0934  DESIGNATION -  N 82
 AY0934  PID         -  AY0934
 AY0934  STATE/COUNTY-  TX/KENDALL
 AY0934  USGS QUAD   -  BOERNE (1982)
 AY0934
 AY0934                         *CURRENT SURVEY CONTROL
 AY0934  ___________________________________________________________________
 AY0934* NAD 83(1986)-  29 46 28.     (N)    098 41 23.     (W)     SCALED    
 AY0934* NAVD 88     -       411.517  (meters)    1350.12   (feet)  ADJUSTED  
 AY0934  ___________________________________________________________________
 AY0934  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AY0934  DYNAMIC HT  -         410.918 (meters)    1348.15  (feet)  COMP
 AY0934  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AY0934
 AY0934  VERT ORDER  -  FIRST     CLASS II
 AY0934
 AY0934.The horizontal coordinates were scaled from a topographic map and have
 AY0934.an estimated accuracy of +/- 6 seconds.
 AY0934
 AY0934.The orthometric height was determined by differential leveling
 AY0934.and adjusted by the National Geodetic Survey in June 1991..
 AY0934
 AY0934.The geoid height was determined by GEOID03.
 AY0934
 AY0934.The dynamic height is computed by dividing the NAVD 88
 AY0934.geopotential number by the normal gravity value computed on the
 AY0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0934.degrees latitude (g = 980.6199 gals.).
 AY0934
 AY0934.The modeled gravity was interpolated from observed gravity values.
 AY0934
 AY0934;                    North         East    Units  Estimated Accuracy
 AY0934;SPC TXSC     - 4,215,170.      630,000.      MT  (+/- 180 meters Scaled)
 AY0934
 AY0934                          SUPERSEDED SURVEY CONTROL
 AY0934
 AY0934  NGVD 29 (??/??/92)  411.412  (m)         1349.77   (f) ADJ UNCH    1 2
 AY0934
 AY0934.Superseded values are not recommended for survey control.
 AY0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0934.See file dsdata.txt to determine how the superseded data were derived.
 AY0934
 AY0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT299938(NAD 83)
 AY0934_MARKER: DB = BENCH MARK DISK
 AY0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0934_SP_SET: PIER
 AY0934_STAMPING: N 82 1931
 AY0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0934
 AY0934  HISTORY     - Date     Condition        Report By
 AY0934  HISTORY     - 1931     MONUMENTED       CGS
 AY0934  HISTORY     - 1953     GOOD             NGS
 AY0934  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0934  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY0934
 AY0934                          STATION DESCRIPTION
 AY0934
 AY0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0934'2.5 MI SE FROM BOERNE.
 AY0934'ON THE TEXAS AND NEW ORLEANS RAILROAD, 4-1/2-POLES NORTH OF MILE POLE
 AY0934'NO. 267, ON THE OLD PIER OF BRIDGE NO. 267 A WHICH IS ABOUT 6 FEET
 AY0934'SOUTH OF THE PRESENT PIER ON THE SOUTH END, ON THE WEST SIDE OF THE
 AY0934'RAILROAD.
 AY0934
 AY0934                          STATION RECOVERY (1982)
 AY0934
 AY0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0934'NOT SEARCHED FOR, RAILROAD HAS BEEN ABANDONED AND IS NOW INACCESSIBLE.
 AY0934'LEVEL LINE REROUTED.
 AY0934
 AY0934                          STATION RECOVERY (1994)
 AY0934
 AY0934'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1527 ***********************************************************************
 AN1527  DESIGNATION -  N 820
 AN1527  PID         -  AN1527
 AN1527  STATE/COUNTY-  TX/BEE
 AN1527  USGS QUAD   -  SKIDMORE NE (1979)
 AN1527
 AN1527                         *CURRENT SURVEY CONTROL
 AN1527  ___________________________________________________________________
 AN1527* NAD 83(1986)-  28 23 02.     (N)    097 34 54.     (W)     SCALED    
 AN1527* NAVD 88     -        45.85   (+/-2cm)     150.4    (feet)  VERTCON   
 AN1527  ___________________________________________________________________
 AN1527  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN1527
 AN1527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1527
 AN1527.The horizontal coordinates were scaled from a topographic map and have
 AN1527.an estimated accuracy of +/- 6 seconds.
 AN1527
 AN1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1527.The vertical order pertains to the NGVD 29 superseded value.
 AN1527
 AN1527.The geoid height was determined by GEOID03.
 AN1527
 AN1527;                    North         East    Units  Estimated Accuracy
 AN1527;SPC TXSC     - 4,061,860.      739,010.      MT  (+/- 180 meters Scaled)
 AN1527
 AN1527                          SUPERSEDED SURVEY CONTROL
 AN1527
 AN1527  NGVD 29 (??/??/92)   45.889  (m)          150.55   (f) ADJ UNCH    2 0
 AN1527
 AN1527.Superseded values are not recommended for survey control.
 AN1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1527.See file dsdata.txt to determine how the superseded data were derived.
 AN1527
 AN1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS389405(NAD 83)
 AN1527_MARKER: DB = BENCH MARK DISK
 AN1527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1527_SP_SET: CULVERT
 AN1527_STAMPING: N 820 1943
 AN1527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1527
 AN1527  HISTORY     - Date     Condition        Report By
 AN1527  HISTORY     - 1943     MONUMENTED       CGS
 AN1527  HISTORY     - 19960727 GOOD             USPSQD
 AN1527
 AN1527                          STATION DESCRIPTION
 AN1527
 AN1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1527'10.7 MI E FROM BEEVILLE.
 AN1527'10.7 MILES EAST ALONG STATE HIGHWAY 202 FROM THE COUNTY COURTHOUSE AT
 AN1527'BEEVILLE, BEE COUNTY, AT A 4- BY 3-FOOT CONCRETE CULVERT UNDER THE
 AN1527'HIGHWAY, IN THE EAST END OF THE SOUTH CONCRETE HEADWALL, 17.4 FEET
 AN1527'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT ABOVE THE GROUND. A
 AN1527'STANDARD DISK, STAMPED N 820 1943.
 AN1527
 AN1527                          STATION RECOVERY (1996)
 AN1527
 AN1527'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2216 ***********************************************************************
 AX2216  DESIGNATION -  N 821
 AX2216  PID         -  AX2216
 AX2216  STATE/COUNTY-  TX/CALDWELL
 AX2216  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2216
 AX2216                         *CURRENT SURVEY CONTROL
 AX2216  ___________________________________________________________________
 AX2216* NAD 83(1986)-  29 47 20.     (N)    097 40 36.     (W)     SCALED    
 AX2216* NAVD 88     -       132.31   (+/-2cm)     434.1    (feet)  VERTCON   
 AX2216  ___________________________________________________________________
 AX2216  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2216
 AX2216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2216
 AX2216.The horizontal coordinates were scaled from a topographic map and have
 AX2216.an estimated accuracy of +/- 6 seconds.
 AX2216
 AX2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2216.The vertical order pertains to the NGVD 29 superseded value.
 AX2216
 AX2216.The geoid height was determined by GEOID03.
 AX2216
 AX2216;                    North         East    Units  Estimated Accuracy
 AX2216;SPC TXSC     - 4,217,450.      727,940.      MT  (+/- 180 meters Scaled)
 AX2216
 AX2216                          SUPERSEDED SURVEY CONTROL
 AX2216
 AX2216  NGVD 29 (??/??/92)  132.242  (m)          433.86   (f) ADJ UNCH    2 0
 AX2216
 AX2216.Superseded values are not recommended for survey control.
 AX2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2216.See file dsdata.txt to determine how the superseded data were derived.
 AX2216
 AX2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT279961(NAD 83)
 AX2216_MARKER: DB = BENCH MARK DISK
 AX2216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2216_SP_SET: CULVERT
 AX2216_STAMPING: N 821 1943
 AX2216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2216+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2216
 AX2216  HISTORY     - Date     Condition        Report By
 AX2216  HISTORY     - 1943     MONUMENTED       CGS
 AX2216  HISTORY     - 1959     GOOD             DOD
 AX2216  HISTORY     - 19930808 GOOD             USPSQD
 AX2216  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2216  HISTORY     - 20060429 GOOD             USPSQD
 AX2216
 AX2216                          STATION DESCRIPTION
 AX2216
 AX2216'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2216'6.6 MI S FROM LOCKHART.
 AX2216'6.6 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 AX2216'LOCKHART, CALDWELL COUNTY, 1.4 MILES NORTH OF JOLIET, 7.9 MILES NORTH
 AX2216'OF LULING, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF
 AX2216'THE EAST HEADWALL, 10 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AX2216'AND 0.8 FOOT HIGHER THAN THE HIGHWAY.  NOTE-- THE MARK IS 72 FEET
 AX2216'NORTHEAST OF THE INTERSECTING CENTERLINES OF THE HIGHWAY AND A TRAIL
 AX2216'TO THE EAST-SOUTHEAST, AND 58 FEET WEST-SOUTHWEST OF THE SOUTH EDGE OF
 AX2216'A BUSH.
 AX2216
 AX2216                          STATION RECOVERY (1993)
 AX2216
 AX2216'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2216'RECOVERED IN GOOD CONDITION.
 AX2216
 AX2216                          STATION RECOVERY (2003)
 AX2216
 AX2216'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2216'MARK NOT FOUND.
 AX2216
 AX2216                          STATION RECOVERY (2006)
 AX2216
 AX2216'RECOVERY NOTE BY US POWER SQUADRON 2006 (GS)
 AX2216'MONUMENT IS LOCATED ON FM 671 1.5 MILES SOUTH OF JUNCTION AT 183 AND
 AX2216'FM 671
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2217 ***********************************************************************
 AX2217  DESIGNATION -  N 821 RESET 1962
 AX2217  PID         -  AX2217
 AX2217  STATE/COUNTY-  TX/CALDWELL
 AX2217  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2217
 AX2217                         *CURRENT SURVEY CONTROL
 AX2217  ___________________________________________________________________
 AX2217* NAD 83(1986)-  29 47 20.     (N)    097 40 36.     (W)     SCALED    
 AX2217* NAVD 88     -       132.16   (+/-2cm)     433.6    (feet)  VERTCON   
 AX2217  ___________________________________________________________________
 AX2217  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2217
 AX2217  VERT ORDER  -  THIRD (See Below)
 AX2217
 AX2217.The horizontal coordinates were scaled from a topographic map and have
 AX2217.an estimated accuracy of +/- 6 seconds.
 AX2217
 AX2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2217.The vertical order pertains to the NGVD 29 superseded value.
 AX2217
 AX2217.The geoid height was determined by GEOID03.
 AX2217
 AX2217;                    North         East    Units  Estimated Accuracy
 AX2217;SPC TXSC     - 4,217,450.      727,940.      MT  (+/- 180 meters Scaled)
 AX2217
 AX2217                          SUPERSEDED SURVEY CONTROL
 AX2217
 AX2217  NGVD 29 (01/29/03)  132.09   (m)          433.4    (f) RESET       3  
 AX2217
 AX2217.Superseded values are not recommended for survey control.
 AX2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2217.See file dsdata.txt to determine how the superseded data were derived.
 AX2217
 AX2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT279961(NAD 83)
 AX2217_MARKER: DB = BENCH MARK DISK
 AX2217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2217_SP_SET: CULVERT
 AX2217_STAMPING: N 821 1943 RESET 1962
 AX2217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2217
 AX2217  HISTORY     - Date     Condition        Report By
 AX2217  HISTORY     - 1962     MONUMENTED       CGS
 AX2217  HISTORY     - 1988     GOOD             USPSQD
 AX2217  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2217  HISTORY     - 20050222 MARK NOT FOUND   USPSQD
 AX2217
 AX2217                          STATION DESCRIPTION
 AX2217
 AX2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AX2217'6.6 MI S FROM LOCKHART.
 AX2217'6.6 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 AX2217'LOCKHART, CALDWELL COUNTY, 1.4 MILES NORTH OF JOLIET, 7.9 MILES NORTH
 AX2217'OF LULING, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF
 AX2217'THE EAST HEADWALL, 10 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AX2217'AND 0.8 FOOT HIGHER THAN THE HIGHWAY.  NOTE-- THE MARK IS 72 FEET
 AX2217'NORTHEAST OF THE INTERSECTING CENTERLINES OF THE HIGHWAY AND A TRAIL
 AX2217'TO THE EAST-SOUTHEAST, AND 58 FEET WEST-SOUTHWEST OF THE SOUTH EDGE OF
 AX2217'A BUSH.
 AX2217
 AX2217                          STATION RECOVERY (1988)
 AX2217
 AX2217'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2217'RECOVERED IN GOOD CONDITION.
 AX2217
 AX2217                          STATION RECOVERY (2003)
 AX2217
 AX2217'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2217'MARK NOT FOUND.
 AX2217
 AX2217                          STATION RECOVERY (2005)
 AX2217
 AX2217'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1391 ***********************************************************************
 AX1391  DESIGNATION -  N 822
 AX1391  PID         -  AX1391
 AX1391  STATE/COUNTY-  TX/GONZALES
 AX1391  USGS QUAD   -  WAELDER (1981)
 AX1391
 AX1391                         *CURRENT SURVEY CONTROL
 AX1391  ___________________________________________________________________
 AX1391* NAD 83(1986)-  29 41 22.     (N)    097 18 03.     (W)     SCALED    
 AX1391* NAVD 88     -       109.23   (+/-2cm)     358.4    (feet)  VERTCON   
 AX1391  ___________________________________________________________________
 AX1391  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AX1391
 AX1391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1391
 AX1391.The horizontal coordinates were scaled from a topographic map and have
 AX1391.an estimated accuracy of +/- 6 seconds.
 AX1391
 AX1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1391.The vertical order pertains to the NGVD 29 superseded value.
 AX1391
 AX1391.The geoid height was determined by GEOID03.
 AX1391
 AX1391;                    North         East    Units  Estimated Accuracy
 AX1391;SPC TXSC     - 4,206,900.      764,430.      MT  (+/- 180 meters Scaled)
 AX1391
 AX1391                          SUPERSEDED SURVEY CONTROL
 AX1391
 AX1391  NGVD 29 (??/??/92)  109.183  (m)          358.21   (f) ADJ UNCH    2 0
 AX1391
 AX1391.Superseded values are not recommended for survey control.
 AX1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1391.See file dsdata.txt to determine how the superseded data were derived.
 AX1391
 AX1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT644855(NAD 83)
 AX1391_MARKER: DB = BENCH MARK DISK
 AX1391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1391_SP_SET: BRIDGES
 AX1391_STAMPING: N 822 1943
 AX1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1391
 AX1391  HISTORY     - Date     Condition        Report By
 AX1391  HISTORY     - 1943     MONUMENTED       CGS
 AX1391  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1391
 AX1391                          STATION DESCRIPTION
 AX1391
 AX1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1391'0.3 MI S FROM WAELDER.
 AX1391'0.3 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE SOUTHERN PACIFIC CO.
 AX1391'RAILROAD STATION AT WAELDER, GONZALES COUNTY, AT THE NORTH ONE OF TWO
 AX1391'SMALL CONCRETE BRIDGES, IN THE TOP OF THE NORTHEAST WING WALL, 14 FEET
 AX1391'WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 AX1391'HIGHWAY.  A STANDARD DISK, STAMPED N 822 1943.
 AX1391
 AX1391                          STATION RECOVERY (1988)
 AX1391
 AX1391'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1438 ***********************************************************************
 AX1438  DESIGNATION -  N 823
 AX1438  PID         -  AX1438
 AX1438  STATE/COUNTY-  TX/BASTROP
 AX1438  USGS QUAD   -  TOGO (1981)
 AX1438
 AX1438                         *CURRENT SURVEY CONTROL
 AX1438  ___________________________________________________________________
 AX1438* NAD 83(1986)-  29 56 22.     (N)    097 13 11.     (W)     SCALED    
 AX1438* NAVD 88     -       133.31   (+/-2cm)     437.4    (feet)  VERTCON   
 AX1438  ___________________________________________________________________
 AX1438  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AX1438
 AX1438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1438
 AX1438.The horizontal coordinates were scaled from a topographic map and have
 AX1438.an estimated accuracy of +/- 6 seconds.
 AX1438
 AX1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1438.The vertical order pertains to the NGVD 29 superseded value.
 AX1438
 AX1438.The geoid height was determined by GEOID03.
 AX1438
 AX1438;                    North         East    Units  Estimated Accuracy
 AX1438;SPC TX C     - 3,034,450.    1,000,580.      MT  (+/- 180 meters Scaled)
 AX1438
 AX1438                          SUPERSEDED SURVEY CONTROL
 AX1438
 AX1438  NGVD 29 (??/??/92)  133.258  (m)          437.20   (f) ADJ UNCH    2 0
 AX1438
 AX1438.Superseded values are not recommended for survey control.
 AX1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1438.See file dsdata.txt to determine how the superseded data were derived.
 AX1438
 AX1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU718134(NAD 83)
 AX1438_MARKER: DB = BENCH MARK DISK
 AX1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1438_STAMPING: N 823 1943
 AX1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1438+STABILITY: SURFACE MOTION
 AX1438
 AX1438  HISTORY     - Date     Condition        Report By
 AX1438  HISTORY     - 1943     MONUMENTED       CGS
 AX1438
 AX1438                          STATION DESCRIPTION
 AX1438
 AX1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1438'0.9 MI S FROM TOGO SIDING.
 AX1438'0.9 MILE SOUTH ALONG A GRADED ROAD LEADING TO CISTERN FROM THE
 AX1438'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT TOGO SIDING,
 AX1438'BASTROP COUNTY, AT THE JUNCTION OF A DIM TRACK ROAD LEADING EAST, 84
 AX1438'FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 29 FEET EAST OF THE
 AX1438'CENTERLINE OF THE MAIN ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 3
 AX1438'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER
 AX1438'THAN THE MAIN ROAD.  A STANDARD DISK, STAMPED N 823 1943 AND SET IN
 AX1438'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1351 ***********************************************************************
 AX1351  DESIGNATION -  N 824
 AX1351  PID         -  AX1351
 AX1351  STATE/COUNTY-  TX/GONZALES
 AX1351  USGS QUAD   -  WAELDER (1981)
 AX1351
 AX1351                         *CURRENT SURVEY CONTROL
 AX1351  ___________________________________________________________________
 AX1351* NAD 83(1986)-  29 42 02.     (N)    097 19 20.     (W)     SCALED    
 AX1351* NAVD 88     -       121.41   (+/-2cm)     398.3    (feet)  VERTCON   
 AX1351  ___________________________________________________________________
 AX1351  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AX1351
 AX1351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1351
 AX1351.The horizontal coordinates were scaled from a topographic map and have
 AX1351.an estimated accuracy of +/- 6 seconds.
 AX1351
 AX1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1351.The vertical order pertains to the NGVD 29 superseded value.
 AX1351
 AX1351.The geoid height was determined by GEOID03.
 AX1351
 AX1351;                    North         East    Units  Estimated Accuracy
 AX1351;SPC TXSC     - 4,208,100.      762,340.      MT  (+/- 180 meters Scaled)
 AX1351
 AX1351                          SUPERSEDED SURVEY CONTROL
 AX1351
 AX1351  NGVD 29 (??/??/92)  121.362  (m)          398.17   (f) ADJ UNCH    2 0
 AX1351
 AX1351.Superseded values are not recommended for survey control.
 AX1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1351.See file dsdata.txt to determine how the superseded data were derived.
 AX1351
 AX1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT623867(NAD 83)
 AX1351_MARKER: DB = BENCH MARK DISK
 AX1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1351_SP_SET: CULVERT
 AX1351_STAMPING: N 824 1943
 AX1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1351+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1351
 AX1351  HISTORY     - Date     Condition        Report By
 AX1351  HISTORY     - 1943     MONUMENTED       CGS
 AX1351  HISTORY     - 1971     GOOD             NGS
 AX1351  HISTORY     - 1987     GOOD             USPSQD
 AX1351  HISTORY     - 1987     GOOD             USPSQD
 AX1351  HISTORY     - 1988     GOOD             USPSQD
 AX1351  HISTORY     - 1988     POOR             USPSQD
 AX1351  HISTORY     - 1989     GOOD             USPSQD
 AX1351  HISTORY     - 20050318 GOOD             USPSQD
 AX1351
 AX1351                          STATION DESCRIPTION
 AX1351
 AX1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1351'1.4 MI W FROM WAELDER.
 AX1351'1.4 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE CITY WATER TANK AT
 AX1351'WAELDER, GONZALES COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AX1351'THE EAST END OF THE SOUTH HEADWALL, 20 FEET SOUTH OF THE CENTERLINE OF
 AX1351'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 AX1351'DISK, STAMPED N 824 1943.
 AX1351
 AX1351                          STATION RECOVERY (1971)
 AX1351
 AX1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1351'RECOVERED IN GOOD CONDITION.
 AX1351
 AX1351                          STATION RECOVERY (1987)
 AX1351
 AX1351'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1351'RECOVERED IN GOOD CONDITION.
 AX1351
 AX1351                          STATION RECOVERY (1987)
 AX1351
 AX1351'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1351'RECOVERED IN GOOD CONDITION.
 AX1351
 AX1351                          STATION RECOVERY (1988)
 AX1351
 AX1351'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1351'RECOVERED IN GOOD CONDITION.
 AX1351
 AX1351                          STATION RECOVERY (1988)
 AX1351
 AX1351'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1351'MARK RECOVERED IN POOR CONDITION.
 AX1351
 AX1351                          STATION RECOVERY (1989)
 AX1351
 AX1351'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1351'RECOVERED IN GOOD CONDITION.
 AX1351
 AX1351                          STATION RECOVERY (2005)
 AX1351
 AX1351'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1437 ***********************************************************************
 AX1437  DESIGNATION -  N 825
 AX1437  PID         -  AX1437
 AX1437  STATE/COUNTY-  TX/FAYETTE
 AX1437  USGS QUAD   -  FLATONIA (1981)
 AX1437
 AX1437                         *CURRENT SURVEY CONTROL
 AX1437  ___________________________________________________________________
 AX1437* NAD 83(1986)-  29 43 43.     (N)    097 07 16.     (W)     SCALED    
 AX1437* NAVD 88     -       120.77   (+/-2cm)     396.2    (feet)  VERTCON   
 AX1437  ___________________________________________________________________
 AX1437  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX1437
 AX1437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1437
 AX1437.The horizontal coordinates were scaled from a topographic map and have
 AX1437.an estimated accuracy of +/- 6 seconds.
 AX1437
 AX1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1437.The vertical order pertains to the NGVD 29 superseded value.
 AX1437
 AX1437.The geoid height was determined by GEOID03.
 AX1437
 AX1437;                    North         East    Units  Estimated Accuracy
 AX1437;SPC TXSC     - 4,211,510.      781,750.      MT  (+/- 180 meters Scaled)
 AX1437
 AX1437                          SUPERSEDED SURVEY CONTROL
 AX1437
 AX1437  NGVD 29 (??/??/92)  120.726  (m)          396.08   (f) ADJ UNCH    2 0
 AX1437
 AX1437.Superseded values are not recommended for survey control.
 AX1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1437.See file dsdata.txt to determine how the superseded data were derived.
 AX1437
 AX1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT817901(NAD 83)
 AX1437_MARKER: DB = BENCH MARK DISK
 AX1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1437_STAMPING: N 825 1943
 AX1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1437+STABILITY: SURFACE MOTION
 AX1437
 AX1437  HISTORY     - Date     Condition        Report By
 AX1437  HISTORY     - 1943     MONUMENTED       CGS
 AX1437  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1437
 AX1437                          STATION DESCRIPTION
 AX1437
 AX1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1437'3.2 MI N FROM FLATONIA.
 AX1437'3.2 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE INTERSECTION OF U. S.
 AX1437'HIGHWAY 90 AT FLATONIA, FAYETTE COUNTY, 0.7 MILE NORTHWEST OF THE
 AX1437'INTERSECTION OF THE MULDOON ROAD, ABOUT 250 FEET NORTHWEST OF A
 AX1437'DIVISION FENCE, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1
 AX1437'FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHWEST OF A WHITE
 AX1437'WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A
 AX1437'STANDARD DISK, STAMPED N 825 1943 AND SET IN THE TOP OF A CONCRETE
 AX1437'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1437
 AX1437                          STATION RECOVERY (1997)
 AX1437
 AX1437'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1832 ***********************************************************************
 AX1832  DESIGNATION -  N 826
 AX1832  PID         -  AX1832
 AX1832  STATE/COUNTY-  TX/GONZALES
 AX1832  USGS QUAD   -  HAMON (1987)
 AX1832
 AX1832                         *CURRENT SURVEY CONTROL
 AX1832  ___________________________________________________________________
 AX1832* NAD 83(1986)-  29 24 29.     (N)    097 17 11.     (W)     SCALED    
 AX1832* NAVD 88     -        88.69   (+/-2cm)     291.0    (feet)  VERTCON   
 AX1832  ___________________________________________________________________
 AX1832  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AX1832
 AX1832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1832
 AX1832.The horizontal coordinates were scaled from a topographic map and have
 AX1832.an estimated accuracy of +/- 6 seconds.
 AX1832
 AX1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1832.The vertical order pertains to the NGVD 29 superseded value.
 AX1832
 AX1832.The geoid height was determined by GEOID03.
 AX1832
 AX1832;                    North         East    Units  Estimated Accuracy
 AX1832;SPC TXSC     - 4,175,740.      766,280.      MT  (+/- 180 meters Scaled)
 AX1832
 AX1832                          SUPERSEDED SURVEY CONTROL
 AX1832
 AX1832  NGVD 29 (??/??/92)   88.669  (m)          290.91   (f) ADJ UNCH    2 0
 AX1832
 AX1832.Superseded values are not recommended for survey control.
 AX1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1832.See file dsdata.txt to determine how the superseded data were derived.
 AX1832
 AX1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT662544(NAD 83)
 AX1832_MARKER: DB = BENCH MARK DISK
 AX1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1832_STAMPING: N 826 1943
 AX1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1832+STABILITY: SURFACE MOTION
 AX1832
 AX1832  HISTORY     - Date     Condition        Report By
 AX1832  HISTORY     - 1943     MONUMENTED       CGS
 AX1832  HISTORY     - 1959     GOOD             USGS
 AX1832
 AX1832                          STATION DESCRIPTION
 AX1832
 AX1832'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX1832'7 MI SW FROM SHINER.
 AX1832'IN GONZALES COUNTY, 5.9 MILES WEST ALONG U. S. HIGHWAY 90 A FROM THE
 AX1832'CITY HALL AT SHINER, LAVACA COUNTY, THENCE 4.5 MILES SOUTH ALONG
 AX1832'FARM-TO-MARKET ROAD 443.  0.1 MILE EAST OF THE GIN AT GLAZE CITY, 75
 AX1832'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE HOUSE, 35 FEET NORTH
 AX1832'OF THE CENTERLINE OF THE ROAD, 5.8 FEET NORTH OF THE RIGHT-OF-WAY
 AX1832'FENCE, 1.6 FEET EAST OF A NORTH-AND-SOUTH FENCE, AND ABOUT 1 FOOT
 AX1832'HIGHER THAN THE ROAD.  THE CONCRETE POST PROJECTS 0.2 FOOT ABOVE
 AX1832'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0560 ***********************************************************************
 AY0560  DESIGNATION -  N 829
 AY0560  PID         -  AY0560
 AY0560  STATE/COUNTY-  TX/WILSON
 AY0560  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0560
 AY0560                         *CURRENT SURVEY CONTROL
 AY0560  ___________________________________________________________________
 AY0560* NAD 83(1986)-  29 14 51.     (N)    098 01 15.     (W)     SCALED    
 AY0560* NAVD 88     -       122.08   (+/-2cm)     400.5    (feet)  VERTCON   
 AY0560  ___________________________________________________________________
 AY0560  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AY0560
 AY0560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0560
 AY0560.The horizontal coordinates were scaled from a topographic map and have
 AY0560.an estimated accuracy of +/- 6 seconds.
 AY0560
 AY0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0560.The vertical order pertains to the NGVD 29 superseded value.
 AY0560
 AY0560.The geoid height was determined by GEOID03.
 AY0560
 AY0560;                    North         East    Units  Estimated Accuracy
 AY0560;SPC TXSC     - 4,157,130.      695,170.      MT  (+/- 180 meters Scaled)
 AY0560
 AY0560                          SUPERSEDED SURVEY CONTROL
 AY0560
 AY0560  NGVD 29 (??/??/92)  122.02   (m)          400.3    (f) COMPUTED    2 0
 AY0560
 AY0560.Superseded values are not recommended for survey control.
 AY0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0560.See file dsdata.txt to determine how the superseded data were derived.
 AY0560
 AY0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT951358(NAD 83)
 AY0560_MARKER: DB = BENCH MARK DISK
 AY0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0560_SP_SET: BRIDGE
 AY0560_STAMPING: N 829 1943
 AY0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0560
 AY0560  HISTORY     - Date     Condition        Report By
 AY0560  HISTORY     - 1943     MONUMENTED       CGS
 AY0560  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0560  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0560
 AY0560                          STATION DESCRIPTION
 AY0560
 AY0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0560'2.9 MI SE FROM SUTHERLAND SPRINGS.
 AY0560'TO REACH FROM THE POST OFFICE AT SOUTHERLAND SPRINGS-- PROCEED 2.9
 AY0560'MILES SOUTHEASTERLY ALONG U.S. HIGHWAY NO. 87 TO A CONCRETE BRIDGE
 AY0560'OVER CIBOLE CREEK AND TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15
 AY0560'MILE NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY NO. 97 LEADING
 AY0560'SOUTHWEST, AND 10.0 FEET NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AY0560'CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY 15.5 FEET FROM THE
 AY0560'NORTHEAST END OF THE NORTHWEST HEADWALL OF THE BRIDGE.
 AY0560
 AY0560                          STATION RECOVERY (1996)
 AY0560
 AY0560'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0560'MARK NOT FOUND.
 AY0560
 AY0560                          STATION RECOVERY (2003)
 AY0560
 AY0560'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0091 ***********************************************************************
 CA0091  DESIGNATION -  N 83
 CA0091  PID         -  CA0091
 CA0091  STATE/COUNTY-  TX/LAMPASAS
 CA0091  USGS QUAD   -  FLAT TOP PEAK (1979)
 CA0091
 CA0091                         *CURRENT SURVEY CONTROL
 CA0091  ___________________________________________________________________
 CA0091* NAD 83(1986)-  31 07 44.     (N)    098 14 31.     (W)     SCALED    
 CA0091* NAVD 88     -       396.349  (meters)    1300.36   (feet)  ADJUSTED  
 CA0091  ___________________________________________________________________
 CA0091  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CA0091  DYNAMIC HT  -         395.818 (meters)    1298.61  (feet)  COMP
 CA0091  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 CA0091
 CA0091  VERT ORDER  -  FIRST     CLASS II
 CA0091
 CA0091.The horizontal coordinates were scaled from a topographic map and have
 CA0091.an estimated accuracy of +/- 6 seconds.
 CA0091
 CA0091.The orthometric height was determined by differential leveling
 CA0091.and adjusted by the National Geodetic Survey in June 1991..
 CA0091
 CA0091.The geoid height was determined by GEOID03.
 CA0091
 CA0091.The dynamic height is computed by dividing the NAVD 88
 CA0091.geopotential number by the normal gravity value computed on the
 CA0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0091.degrees latitude (g = 980.6199 gals.).
 CA0091
 CA0091.The modeled gravity was interpolated from observed gravity values.
 CA0091
 CA0091;                    North         East    Units  Estimated Accuracy
 CA0091;SPC TX C     - 3,163,970.      899,430.      MT  (+/- 180 meters Scaled)
 CA0091
 CA0091                          SUPERSEDED SURVEY CONTROL
 CA0091
 CA0091  NGVD 29 (??/??/92)  396.248  (m)         1300.02   (f) ADJ UNCH    1 2
 CA0091
 CA0091.Superseded values are not recommended for survey control.
 CA0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0091.See file dsdata.txt to determine how the superseded data were derived.
 CA0091
 CA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV722441(NAD 83)
 CA0091_MARKER: DB = BENCH MARK DISK
 CA0091_SETTING: 0 = UNSPECIFIED SETTING
 CA0091_MARK LOGO: CGS   
 CA0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0091
 CA0091  HISTORY     - Date     Condition        Report By
 CA0091  HISTORY     - UNK      MONUMENTED       CGS
 CA0091  HISTORY     - 1932     GOOD             NGS
 CA0091  HISTORY     - 1934     GOOD             NGS
 CA0091  HISTORY     - 1983     GOOD             NGS
 CA0091
 CA0091                          STATION DESCRIPTION
 CA0091
 CA0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0091'7.2 MI NW FROM LAMPASAS.
 CA0091'ON THE G.C. AND SANTA FE R.R., MARK IS 50 FEET EAST OF TRACK, 15 FEET
 CA0091'NORTH OF GATE TO PRIVATE ROAD GRADE CROSSING, 19 RAILS NORTH OF
 CA0091'LAMPASAS - LOMETA ROAD GRADE CROSSING, 6 1/2 POLES NORTH OF MILE POLE
 CA0091'NO. 280.
 CA0091
 CA0091                          STATION RECOVERY (1934)
 CA0091
 CA0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0091'RECOVERED IN GOOD CONDITION.
 CA0091
 CA0091                          STATION RECOVERY (1983)
 CA0091
 CA0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0091'RECOVERED THIS DATE.  NOTE, ADD 0.3 METER (1.0 FT) SOUTH OF A FENCE
 CA0091'AND 0.3 METER (1.0 FT) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1570 ***********************************************************************
 AX1570  DESIGNATION -  N 830
 AX1570  PID         -  AX1570
 AX1570  STATE/COUNTY-  TX/CALDWELL
 AX1570  USGS QUAD   -  SANDY FORK (1981)
 AX1570
 AX1570                         *CURRENT SURVEY CONTROL
 AX1570  ___________________________________________________________________
 AX1570* NAD 83(1986)-  29 43 35.     (N)    097 26 47.     (W)     SCALED    
 AX1570* NAVD 88     -       138.77   (+/-2cm)     455.3    (feet)  VERTCON   
 AX1570  ___________________________________________________________________
 AX1570  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AX1570
 AX1570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1570
 AX1570.The horizontal coordinates were scaled from a topographic map and have
 AX1570.an estimated accuracy of +/- 6 seconds.
 AX1570
 AX1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1570.The vertical order pertains to the NGVD 29 superseded value.
 AX1570
 AX1570.The geoid height was determined by GEOID03.
 AX1570
 AX1570;                    North         East    Units  Estimated Accuracy
 AX1570;SPC TXSC     - 4,210,800.      750,290.      MT  (+/- 180 meters Scaled)
 AX1570
 AX1570                          SUPERSEDED SURVEY CONTROL
 AX1570
 AX1570  NGVD 29 (??/??/92)  138.718  (m)          455.11   (f) ADJ UNCH    2 0
 AX1570
 AX1570.Superseded values are not recommended for survey control.
 AX1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1570.See file dsdata.txt to determine how the superseded data were derived.
 AX1570
 AX1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT502894(NAD 83)
 AX1570_MARKER: DB = BENCH MARK DISK
 AX1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1570_STAMPING: N 830 1943
 AX1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1570+STABILITY: SURFACE MOTION
 AX1570
 AX1570  HISTORY     - Date     Condition        Report By
 AX1570  HISTORY     - 1943     MONUMENTED       CGS
 AX1570  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX1570  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1570
 AX1570                          STATION DESCRIPTION
 AX1570
 AX1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1570'8.5 MI NE FROM HARWOOD.
 AX1570'IN CALDWELL COUNTY, 8.5 MILES NORTHEAST OF HARWOOD, GONZALES COUNTY.
 AX1570'THIS BENCH MARK MAY BE REACHED FROM THE PUBLIC SCHOOL BY GOING 2.5
 AX1570'MILES NORTH ALONG A GRADED DIRT ROAD, TURN RIGHT AND GO 2.0 MILES
 AX1570'EAST, TURN LEFT AND GO 1.7 MILES NORTH, AND TURN RIGHT AND GO 2.3
 AX1570'MILES EAST.  IT IS AT A SMALL FARMHOUSE, AT THE SOUTHEAST CORNER OF
 AX1570'THE YARD AROUND THE HOUSE, 48 FEET NORTH OF THE CENTERLINE OF THE
 AX1570'ROAD, 5 FEET EAST OF A 10-INCH OAK TREE, 1 FOOT SOUTH OF THE YARD
 AX1570'FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AX1570'ROAD.  A STANDARD DISK, STAMPED N 830 1943 AND SET IN THE TOP OF A
 AX1570'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1570
 AX1570                          STATION RECOVERY (1993)
 AX1570
 AX1570'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1570'MARK NOT FOUND.
 AX1570
 AX1570                          STATION RECOVERY (1999)
 AX1570
 AX1570'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1543 ***********************************************************************
 AX1543  DESIGNATION -  N 831
 AX1543  PID         -  AX1543
 AX1543  STATE/COUNTY-  TX/BASTROP
 AX1543  USGS QUAD   -  JEDDO (1981)
 AX1543
 AX1543                         *CURRENT SURVEY CONTROL
 AX1543  ___________________________________________________________________
 AX1543* NAD 83(1986)-  29 48 23.     (N)    097 17 39.     (W)     SCALED    
 AX1543* NAVD 88     -       134.41   (+/-2cm)     441.0    (feet)  VERTCON   
 AX1543  ___________________________________________________________________
 AX1543  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AX1543
 AX1543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1543
 AX1543.The horizontal coordinates were scaled from a topographic map and have
 AX1543.an estimated accuracy of +/- 6 seconds.
 AX1543
 AX1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1543.The vertical order pertains to the NGVD 29 superseded value.
 AX1543
 AX1543.The geoid height was determined by GEOID03.
 AX1543
 AX1543;                    North         East    Units  Estimated Accuracy
 AX1543;SPC TX C     - 3,019,500.      993,800.      MT  (+/- 180 meters Scaled)
 AX1543
 AX1543                          SUPERSEDED SURVEY CONTROL
 AX1543
 AX1543  NGVD 29 (??/??/92)  134.36   (m)          440.8    (f) COMPUTED    2 0
 AX1543
 AX1543.Superseded values are not recommended for survey control.
 AX1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1543.See file dsdata.txt to determine how the superseded data were derived.
 AX1543
 AX1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT648985(NAD 83)
 AX1543_MARKER: DB = BENCH MARK DISK
 AX1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1543_STAMPING: N 831 1943
 AX1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1543+STABILITY: SURFACE MOTION
 AX1543
 AX1543  HISTORY     - Date     Condition        Report By
 AX1543  HISTORY     - 1943     MONUMENTED       CGS
 AX1543  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1543
 AX1543                          STATION DESCRIPTION
 AX1543
 AX1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1543'1.5 MI E FROM JEDDO.
 AX1543'1.5 MILES EAST ALONG A GRADED ROAD LEADING TO CISTERN FROM THE GENERAL
 AX1543'STORE AT JEDDO, BASTROP COUNTY, AT A SMALL SANDY FLAT, 24 FEET SOUTH
 AX1543'OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 AX1543'3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 AX1543'STANDARD DISK, STAMPED N 831 1943 AND SET IN THE TOP OF A CONCRETE
 AX1543'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AX1543
 AX1543                          STATION RECOVERY (1964)
 AX1543
 AX1543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2369 ***********************************************************************
 AX2369  DESIGNATION -  N 834
 AX2369  PID         -  AX2369
 AX2369  STATE/COUNTY-  TX/GONZALES
 AX2369  USGS QUAD   -  BELMONT (1994)
 AX2369
 AX2369                         *CURRENT SURVEY CONTROL
 AX2369  ___________________________________________________________________
 AX2369* NAD 83(1986)-  29 30 42.     (N)    097 38 42.     (W)     SCALED    
 AX2369* NAVD 88     -       107.82   (+/-2cm)     353.7    (feet)  VERTCON   
 AX2369  ___________________________________________________________________
 AX2369  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX2369
 AX2369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2369
 AX2369.The horizontal coordinates were scaled from a topographic map and have
 AX2369.an estimated accuracy of +/- 6 seconds.
 AX2369
 AX2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2369.The vertical order pertains to the NGVD 29 superseded value.
 AX2369
 AX2369.The geoid height was determined by GEOID03.
 AX2369
 AX2369;                    North         East    Units  Estimated Accuracy
 AX2369;SPC TXSC     - 4,186,770.      731,350.      MT  (+/- 180 meters Scaled)
 AX2369
 AX2369                          SUPERSEDED SURVEY CONTROL
 AX2369
 AX2369  NGVD 29 (??/??/92)  107.773  (m)          353.59   (f) ADJ UNCH    2 0
 AX2369
 AX2369.Superseded values are not recommended for survey control.
 AX2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2369.See file dsdata.txt to determine how the superseded data were derived.
 AX2369
 AX2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT313654(NAD 83)
 AX2369_MARKER: DB = BENCH MARK DISK
 AX2369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2369_SP_SET: CULVERT
 AX2369_STAMPING: N 834 1943
 AX2369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2369
 AX2369  HISTORY     - Date     Condition        Report By
 AX2369  HISTORY     - 1943     MONUMENTED       CGS
 AX2369  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2369  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2369
 AX2369                          STATION DESCRIPTION
 AX2369
 AX2369'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2369'2.5 MI E FROM BELMONT.
 AX2369'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2369'BELMONT, PROCEED 2.5 MI. E. ALONG STATE HIGHWAY NO. 3 TO SITE OF BM.
 AX2369'BENCH MARK IS ABOUT 170 FEET E. OF A WHITE FRAME HOUSE WITH A GREEN
 AX2369'ROOF, AND 13 FEET N. OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF
 AX2369'HIGHWAY IT IS SET HORIZONTALLY IN THE E. END OF THE N. HEADWALL OF A
 AX2369'CONCRETE CULVERT.
 AX2369
 AX2369                          STATION RECOVERY (2003)
 AX2369
 AX2369'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2355 ***********************************************************************
 AX2355  DESIGNATION -  N 835
 AX2355  PID         -  AX2355
 AX2355  STATE/COUNTY-  TX/GONZALES
 AX2355  USGS QUAD   -  BELMONT (1994)
 AX2355
 AX2355                         *CURRENT SURVEY CONTROL
 AX2355  ___________________________________________________________________
 AX2355* NAD 83(1986)-  29 35 09.     (N)    097 40 02.     (W)     SCALED    
 AX2355* NAVD 88     -       145.59   (+/-2cm)     477.7    (feet)  VERTCON   
 AX2355  ___________________________________________________________________
 AX2355  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2355
 AX2355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2355
 AX2355.The horizontal coordinates were scaled from a topographic map and have
 AX2355.an estimated accuracy of +/- 6 seconds.
 AX2355
 AX2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2355.The vertical order pertains to the NGVD 29 superseded value.
 AX2355
 AX2355.The geoid height was determined by GEOID03.
 AX2355
 AX2355;                    North         East    Units  Estimated Accuracy
 AX2355;SPC TXSC     - 4,194,960.      729,110.      MT  (+/- 180 meters Scaled)
 AX2355
 AX2355                          SUPERSEDED SURVEY CONTROL
 AX2355
 AX2355  NGVD 29 (??/??/92)  145.534  (m)          477.47   (f) ADJ UNCH    2 0
 AX2355
 AX2355.Superseded values are not recommended for survey control.
 AX2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2355.See file dsdata.txt to determine how the superseded data were derived.
 AX2355
 AX2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT290736(NAD 83)
 AX2355_MARKER: DB = BENCH MARK DISK
 AX2355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2355_SP_SET: CULVERT
 AX2355_STAMPING: N 835 1943
 AX2355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2355
 AX2355  HISTORY     - Date     Condition        Report By
 AX2355  HISTORY     - 1943     MONUMENTED       CGS
 AX2355  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2355
 AX2355                          STATION DESCRIPTION
 AX2355
 AX2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2355'4.45 MI N FROM BELMONT.
 AX2355'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2355'BELMONT, PROCEED 4.45 MILES N. ALONG STATE HIGHWAY NO. 80 TO SITE OF
 AX2355'BM.  BENCH MARK IS 18 FEET W. OF AND ABOUT 1.0 FOOT BELOW THE
 AX2355'CENTERLINE OF HIGHWAY AND SET HORIZONTALLY IN THE S. END OF THE W.
 AX2355'HEADWALL OF A CONCRETE CULVERT.
 AX2355
 AX2355                          STATION RECOVERY (2003)
 AX2355
 AX2355'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2355'MONUMENT IS PROBABLY COVERED BY 4 INCHES OF ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2088 ***********************************************************************
 AX2088  DESIGNATION -  N 836
 AX2088  PID         -  AX2088
 AX2088  STATE/COUNTY-  TX/GONZALES
 AX2088  USGS QUAD   -  NIXON (1987)
 AX2088
 AX2088                         *CURRENT SURVEY CONTROL
 AX2088  ___________________________________________________________________
 AX2088* NAD 83(1986)-  29 18 57.     (N)    097 45 22.     (W)     SCALED    
 AX2088* NAVD 88     -       100.99   (+/-2cm)     331.3    (feet)  VERTCON   
 AX2088  ___________________________________________________________________
 AX2088  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2088
 AX2088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2088
 AX2088.The horizontal coordinates were scaled from a topographic map and have
 AX2088.an estimated accuracy of +/- 6 seconds.
 AX2088
 AX2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2088.The vertical order pertains to the NGVD 29 superseded value.
 AX2088
 AX2088.The geoid height was determined by GEOID03.
 AX2088
 AX2088;                    North         East    Units  Estimated Accuracy
 AX2088;SPC TXSC     - 4,164,940.      720,810.      MT  (+/- 180 meters Scaled)
 AX2088
 AX2088                          SUPERSEDED SURVEY CONTROL
 AX2088
 AX2088  NGVD 29 (??/??/92)  100.949  (m)          331.20   (f) ADJ UNCH    2 0
 AX2088
 AX2088.Superseded values are not recommended for survey control.
 AX2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2088.See file dsdata.txt to determine how the superseded data were derived.
 AX2088
 AX2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT207436(NAD 83)
 AX2088_MARKER: DB = BENCH MARK DISK
 AX2088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2088_SP_SET: CULVERT
 AX2088_STAMPING: N 836 1943
 AX2088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2088
 AX2088  HISTORY     - Date     Condition        Report By
 AX2088  HISTORY     - 1943     MONUMENTED       CGS
 AX2088
 AX2088                          STATION DESCRIPTION
 AX2088
 AX2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2088'3.35 MI N FROM NIXON.
 AX2088'TO REACH FROM THE NIXON STATE BANK AT NIXON, PROCEED 3.35 MI. N. ALONG
 AX2088'STATE HIGHWAY NO.80 TO SITE OF BM.  BENCH MARK IS ABOUT 0.65 MI. S. OF
 AX2088'THE INTERSECTION OF STATE HIGHWAY NO.200, AND ABOUT 150 FEET S. OF A
 AX2088'DIRT ROAD INTERSECTION LEADING E.  IT IS 18 FEET E. OF AND ABOUT THE
 AX2088'SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN
 AX2088'THE N. END OF THE E. HEADWALL OF A LARGE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2046 ***********************************************************************
 AX2046  DESIGNATION -  N 837
 AX2046  PID         -  AX2046
 AX2046  STATE/COUNTY-  TX/GONZALES
 AX2046  USGS QUAD   -  DEWVILLE (1987)
 AX2046
 AX2046                         *CURRENT SURVEY CONTROL
 AX2046  ___________________________________________________________________
 AX2046* NAD 83(1986)-  29 23 17.     (N)    097 47 40.     (W)     SCALED    
 AX2046* NAVD 88     -       135.93   (+/-2cm)     446.0    (feet)  VERTCON   
 AX2046  ___________________________________________________________________
 AX2046  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX2046
 AX2046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2046
 AX2046.The horizontal coordinates were scaled from a topographic map and have
 AX2046.an estimated accuracy of +/- 6 seconds.
 AX2046
 AX2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2046.The vertical order pertains to the NGVD 29 superseded value.
 AX2046
 AX2046.The geoid height was determined by GEOID03.
 AX2046
 AX2046;                    North         East    Units  Estimated Accuracy
 AX2046;SPC TXSC     - 4,172,910.      717,010.      MT  (+/- 180 meters Scaled)
 AX2046
 AX2046                          SUPERSEDED SURVEY CONTROL
 AX2046
 AX2046  NGVD 29 (??/??/92)  135.878  (m)          445.79   (f) ADJ UNCH    2 0
 AX2046
 AX2046.Superseded values are not recommended for survey control.
 AX2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2046.See file dsdata.txt to determine how the superseded data were derived.
 AX2046
 AX2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT169515(NAD 83)
 AX2046_MARKER: DB = BENCH MARK DISK
 AX2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2046_STAMPING: N 837 1943
 AX2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2046+STABILITY: SURFACE MOTION
 AX2046
 AX2046  HISTORY     - Date     Condition        Report By
 AX2046  HISTORY     - 1943     MONUMENTED       CGS
 AX2046  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2046
 AX2046                          STATION DESCRIPTION
 AX2046
 AX2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2046'4.55 MI SW FROM LEESVILLE.
 AX2046'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 4.55 MI. W. ALONG THE
 AX2046'LEESVILLE-DEWVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AX2046'S. END OF A 0.15 MI. JOG IN THE ROAD, AT A TRACK ROAD INTERSECTION
 AX2046'LEADING SOUTH.  IT IS 16 FEET S. OF AND ABOUT 1 FOOT ABOVE THE
 AX2046'CENTERLINE OF MAIN ROAD, 18.5 FEET WEST OF THE CENTERLINE OF A TRACK
 AX2046'ROAD, 5.3 FEET W. OF A FENCE CORNER, 2 FEET S. OF THE RIGHT OF WAY
 AX2046'FENCE, AND 3 FEET WEST OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT
 AX2046'PROJECTS 0.4 FOOT.
 AX2046
 AX2046                          STATION RECOVERY (2003)
 AX2046
 AX2046'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1682 ***********************************************************************
 AX1682  DESIGNATION -  N 838
 AX1682  PID         -  AX1682
 AX1682  STATE/COUNTY-  TX/DE WITT
 AX1682  USGS QUAD   -  EDGAR (1987)
 AX1682
 AX1682                         *CURRENT SURVEY CONTROL
 AX1682  ___________________________________________________________________
 AX1682* NAD 83(1986)-  29 11 21.     (N)    097 08 20.     (W)     SCALED    
 AX1682* NAVD 88     -        76.72   (+/-2cm)     251.7    (feet)  VERTCON   
 AX1682  ___________________________________________________________________
 AX1682  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX1682
 AX1682  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1682
 AX1682.The horizontal coordinates were scaled from a topographic map and have
 AX1682.an estimated accuracy of +/- 6 seconds.
 AX1682
 AX1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1682.The vertical order pertains to the NGVD 29 superseded value.
 AX1682
 AX1682.The geoid height was determined by GEOID03.
 AX1682
 AX1682;                    North         East    Units  Estimated Accuracy
 AX1682;SPC TXSC     - 4,151,700.      780,980.      MT  (+/- 180 meters Scaled)
 AX1682
 AX1682                          SUPERSEDED SURVEY CONTROL
 AX1682
 AX1682  NGVD 29 (??/??/92)   76.721  (m)          251.71   (f) ADJ UNCH    2 0
 AX1682
 AX1682.Superseded values are not recommended for survey control.
 AX1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1682.See file dsdata.txt to determine how the superseded data were derived.
 AX1682
 AX1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT809303(NAD 83)
 AX1682_MARKER: DB = BENCH MARK DISK
 AX1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1682_STAMPING: N 838 1943
 AX1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1682+STABILITY: SURFACE MOTION
 AX1682
 AX1682  HISTORY     - Date     Condition        Report By
 AX1682  HISTORY     - 1943     MONUMENTED       CGS
 AX1682
 AX1682                          STATION DESCRIPTION
 AX1682
 AX1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1682'8.1 MI S FROM YOAKUM.
 AX1682'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3.65 MILES
 AX1682'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1682'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 4.45 MILES SOUTHERLY TO
 AX1682'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE NORTH OF A CROSS
 AX1682'ROAD INTERSECTION, ABOUT 0.15 MILE NORTH OF A PRIVATE ROAD LEADING
 AX1682'SOUTH TO A FRAME HOUSE, AND ABOUT 225.0 FEET NORTH OF A SIXTEEN-INCH
 AX1682'OAK TREE ON THE ROAD.  IT IS 33.5 FEET EAST OF AND ABOUT THE SAME
 AX1682'ELEVATION AS THE CENTERLINE OF ROAD, 5.0 FEET SOUTH OF A FENCE CORNER,
 AX1682'2.0 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 2.8 FEET NORTH OF A
 AX1682'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1726 ***********************************************************************
 AX1726  DESIGNATION -  N 839
 AX1726  PID         -  AX1726
 AX1726  STATE/COUNTY-  TX/DE WITT
 AX1726  USGS QUAD   -  VERHELLE (1987)
 AX1726
 AX1726                         *CURRENT SURVEY CONTROL
 AX1726  ___________________________________________________________________
 AX1726* NAD 83(1986)-  29 05 54.     (N)    097 08 17.     (W)     SCALED    
 AX1726* NAVD 88     -        79.59   (+/-2cm)     261.1    (feet)  VERTCON   
 AX1726  ___________________________________________________________________
 AX1726  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX1726
 AX1726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1726
 AX1726.The horizontal coordinates were scaled from a topographic map and have
 AX1726.an estimated accuracy of +/- 6 seconds.
 AX1726
 AX1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1726.The vertical order pertains to the NGVD 29 superseded value.
 AX1726
 AX1726.The geoid height was determined by GEOID03.
 AX1726
 AX1726;                    North         East    Units  Estimated Accuracy
 AX1726;SPC TXSC     - 4,141,640.      781,220.      MT  (+/- 180 meters Scaled)
 AX1726
 AX1726                          SUPERSEDED SURVEY CONTROL
 AX1726
 AX1726  NGVD 29 (??/??/92)   79.611  (m)          261.19   (f) ADJ UNCH    2 0
 AX1726
 AX1726.Superseded values are not recommended for survey control.
 AX1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1726.See file dsdata.txt to determine how the superseded data were derived.
 AX1726
 AX1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT811203(NAD 83)
 AX1726_MARKER: DB = BENCH MARK DISK
 AX1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1726_STAMPING: N 839 1943
 AX1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1726+STABILITY: SURFACE MOTION
 AX1726
 AX1726  HISTORY     - Date     Condition        Report By
 AX1726  HISTORY     - 1943     MONUMENTED       CGS
 AX1726  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1726
 AX1726                          STATION DESCRIPTION
 AX1726
 AX1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1726'10.8 MI E FROM CUERO.
 AX1726'TO REACH FROM THE COURTHOUSE AT CUERO-- PROCEED 4.6 MILES SOUHEASTERLY
 AX1726'ALONG U. S. HIGHWAY NO.87 TO A SIDE ROAD INTERSECTION LEADING EAST,
 AX1726'THENCE 6.2 MILES EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX1726'0.8 MILE EAST OF A SMALL WHITE FRAME HOUSE, 0.65 MILE WEST OF A WOODEN
 AX1726'BRIDGE, AND 18.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AX1726'CENTERLINE OF ROAD.  IT IS 18.0 FEET EAST OF A 12-INCH OAK TREE, 2.0
 AX1726'FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 4.5 FEET WEST OF A 4X4-INCH
 AX1726'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AX1726
 AX1726                          STATION RECOVERY (2001)
 AX1726
 AX1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1726'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0121 ***********************************************************************
 CA0121  DESIGNATION -  N 84
 CA0121  PID         -  CA0121
 CA0121  STATE/COUNTY-  TX/MILLS
 CA0121  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0121
 CA0121                         *CURRENT SURVEY CONTROL
 CA0121  ___________________________________________________________________
 CA0121* NAD 83(1986)-  31 20 00.     (N)    098 28 44.     (W)     SCALED    
 CA0121* NAVD 88     -       459.675  (meters)    1508.12   (feet)  ADJUSTED  
 CA0121  ___________________________________________________________________
 CA0121  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CA0121  DYNAMIC HT  -         459.060 (meters)    1506.10  (feet)  COMP
 CA0121  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 CA0121
 CA0121  VERT ORDER  -  FIRST     CLASS II
 CA0121
 CA0121.The horizontal coordinates were scaled from a topographic map and have
 CA0121.an estimated accuracy of +/- 6 seconds.
 CA0121
 CA0121.The orthometric height was determined by differential leveling
 CA0121.and adjusted by the National Geodetic Survey in June 1991..
 CA0121
 CA0121.The geoid height was determined by GEOID03.
 CA0121
 CA0121.The dynamic height is computed by dividing the NAVD 88
 CA0121.geopotential number by the normal gravity value computed on the
 CA0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0121.degrees latitude (g = 980.6199 gals.).
 CA0121
 CA0121.The modeled gravity was interpolated from observed gravity values.
 CA0121
 CA0121;                    North         East    Units  Estimated Accuracy
 CA0121;SPC TX C     - 3,186,230.      876,460.      MT  (+/- 180 meters Scaled)
 CA0121
 CA0121                          SUPERSEDED SURVEY CONTROL
 CA0121
 CA0121  NGVD 29 (??/??/92)  459.562  (m)         1507.75   (f) ADJ UNCH    1 2
 CA0121
 CA0121.Superseded values are not recommended for survey control.
 CA0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0121.See file dsdata.txt to determine how the superseded data were derived.
 CA0121
 CA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV495666(NAD 83)
 CA0121_MARKER: DB = BENCH MARK DISK
 CA0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0121_SP_SET: CULVERT
 CA0121_MARK LOGO: CGS   
 CA0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0121
 CA0121  HISTORY     - Date     Condition        Report By
 CA0121  HISTORY     - UNK      MONUMENTED       CGS
 CA0121  HISTORY     - 1932     GOOD             NGS
 CA0121  HISTORY     - 1934     GOOD             NGS
 CA0121  HISTORY     - 1983     GOOD             NGS
 CA0121
 CA0121                          STATION DESCRIPTION
 CA0121
 CA0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0121'0.25 MI W FROM SCALLORN.
 CA0121'1/4 MILE WEST STATION HOUSE AT SCALLORN ON THE G.C. AND SANTA FE R.R.
 CA0121'MARK IS 10 FEET SOUTH OF THE TRACK IN THE CENTER OF CONCRETE CULVERT
 CA0121'NO. 302-A, 12 RAILS WEST SECTION HOUSE AT SCALLORN, 15 1/2 POLES WEST
 CA0121'MILE POLE NO. 302.
 CA0121
 CA0121                          STATION RECOVERY (1934)
 CA0121
 CA0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0121'RECOVERED IN GOOD CONDITION.
 CA0121
 CA0121                          STATION RECOVERY (1983)
 CA0121
 CA0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0121'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.2 KM
 CA0121'(0.1 MI) EAST ALONG FOURTH STREET FROM THE COURTHOUSE IN GOLDTHWAITE,
 CA0121'THENCE 17.1 KM (10.6 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD, OR
 CA0121'17.3 KM (10.75 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0121'RAILROAD STATION IN LOMETA, 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 302,
 CA0121'IN THE CENTER OF THE SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT AND
 CA0121'3.2 METERS (10.5 FT) SOUTHWEST OF THE NEAR RAIL.
 CA0121'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0148 ***********************************************************************
 AY0148  DESIGNATION -  N 840
 AY0148  PID         -  AY0148
 AY0148  STATE/COUNTY-  TX/BEXAR
 AY0148  USGS QUAD   -  MARION (1992)
 AY0148
 AY0148                         *CURRENT SURVEY CONTROL
 AY0148  ___________________________________________________________________
 AY0148* NAD 83(1986)-  29 31 23.     (N)    098 14 48.     (W)     SCALED    
 AY0148* NAVD 88     -       214.49   (+/-2cm)     703.7    (feet)  VERTCON   
 AY0148  ___________________________________________________________________
 AY0148  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AY0148
 AY0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0148
 AY0148.The horizontal coordinates were scaled from a topographic map and have
 AY0148.an estimated accuracy of +/- 6 seconds.
 AY0148
 AY0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0148.The vertical order pertains to the NGVD 29 superseded value.
 AY0148
 AY0148.The geoid height was determined by GEOID03.
 AY0148
 AY0148;                    North         East    Units  Estimated Accuracy
 AY0148;SPC TXSC     - 4,187,500.      673,020.      MT  (+/- 180 meters Scaled)
 AY0148
 AY0148                          SUPERSEDED SURVEY CONTROL
 AY0148
 AY0148  NGVD 29 (??/??/92)  214.386  (m)          703.36   (f) ADJ UNCH    2 0
 AY0148
 AY0148.Superseded values are not recommended for survey control.
 AY0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0148.See file dsdata.txt to determine how the superseded data were derived.
 AY0148
 AY0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT730661(NAD 83)
 AY0148_MARKER: DB = BENCH MARK DISK
 AY0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0148_STAMPING: N 840 1943
 AY0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0148+STABILITY: SURFACE MOTION
 AY0148
 AY0148  HISTORY     - Date     Condition        Report By
 AY0148  HISTORY     - 1943     MONUMENTED       CGS
 AY0148  HISTORY     - 1958     GOOD             NGS
 AY0148  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0148  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0148  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0148
 AY0148                          STATION DESCRIPTION
 AY0148
 AY0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AY0148'2.0 MI SE FROM RANDOLPH FIELD.
 AY0148'TO REACH FROM THE NORTHEAST CORNER OF RANDOLPH FIELD, GO 2.0 MILES
 AY0148'SOUTH ALONG F.M.HIGHWAY 1316 WHICH IS THE OLD TRAINER-HALE ROAD TO THE
 AY0148'MARK.  THE MARK IS ON THE WEST SIDE OF THE HIGHWAY AND IN THE WEST
 AY0148'SIDE OF A SMALL TRIANGLE FIELD, ABOUT 20 FEET EAST OF THE CENTERLINE
 AY0148'OF THE OLD ROAD, AND 1 1/2 FEET EAST OF THE RIGHT-OF-WAY FENCE OF THE
 AY0148'OLD ROAD.  A STANDARD DISK STAMPED N 840 1943 IN A CONCRETE POST
 AY0148'PROJECTING ABOUT 6 INCHES.
 AY0148
 AY0148                          STATION RECOVERY (1987)
 AY0148
 AY0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0148'MARK NOT FOUND.
 AY0148
 AY0148                          STATION RECOVERY (1988)
 AY0148
 AY0148'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0148'MARK NOT FOUND.
 AY0148
 AY0148                          STATION RECOVERY (1989)
 AY0148
 AY0148'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1133 ***********************************************************************
 AX1133  DESIGNATION -  N 841
 AX1133  PID         -  AX1133
 AX1133  STATE/COUNTY-  TX/FAYETTE
 AX1133  USGS QUAD   -  ELLINGER (1981)
 AX1133
 AX1133                         *CURRENT SURVEY CONTROL
 AX1133  ___________________________________________________________________
 AX1133* NAD 83(1986)-  29 50 51.     (N)    096 44 04.     (W)     SCALED    
 AX1133* NAVD 88     -        88.19   (+/-2cm)     289.3    (feet)  VERTCON   
 AX1133  ___________________________________________________________________
 AX1133  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1133
 AX1133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1133
 AX1133.The horizontal coordinates were scaled from a topographic map and have
 AX1133.an estimated accuracy of +/- 6 seconds.
 AX1133
 AX1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1133.The vertical order pertains to the NGVD 29 superseded value.
 AX1133
 AX1133.The geoid height was determined by GEOID03.
 AX1133
 AX1133;                    North         East    Units  Estimated Accuracy
 AX1133;SPC TXSC     - 4,225,350.      818,890.      MT  (+/- 180 meters Scaled)
 AX1133
 AX1133                          SUPERSEDED SURVEY CONTROL
 AX1133
 AX1133  NGVD 29 (??/??/92)   88.152  (m)          289.21   (f) ADJ UNCH    2 0
 AX1133
 AX1133.Superseded values are not recommended for survey control.
 AX1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1133.See file dsdata.txt to determine how the superseded data were derived.
 AX1133
 AX1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU188040(NAD 83)
 AX1133_MARKER: DB = BENCH MARK DISK
 AX1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1133_STAMPING: N 841 1943
 AX1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1133+STABILITY: SURFACE MOTION
 AX1133
 AX1133  HISTORY     - Date     Condition        Report By
 AX1133  HISTORY     - 1943     MONUMENTED       CGS
 AX1133  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1133
 AX1133                          STATION DESCRIPTION
 AX1133
 AX1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1133'2.65 MI W FROM ELLINGER.
 AX1133'TO REACH FROM THE OLD TEXAS AND NEW ORLEANS RAILROAD STATION (OR THE
 AX1133'POST OFFICE) AT ELLINGER, PROCEED 1.8 MILES NORTHWESTERLY ALONG AN OLD
 AX1133'ABANDONED RAILROAD BED TO A GRAVEL ROAD CROSSING, THENCE 0.85 MILE
 AX1133'SOUTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX1133'IS 0.4 MILE SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY NO.71. IT IS
 AX1133'0.1 MILE NORTHEAST OF AND ACROSS THE ROAD FROM THE CENTERLINE OF A
 AX1133'GRAVEL ROAD LEADING SOUTHEAST, 17.2 FEET NORTHWEST OF AND ABOUT THE
 AX1133'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 1.5 FOOT NORTHWEST OF
 AX1133'THE NORTHWEST RIGHT-OF-WAY FENCE AND 2.5 FEET NORTHEAST OF A 4X4 INCH
 AX1133'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AX1133
 AX1133                          STATION RECOVERY (1997)
 AX1133
 AX1133'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1216 ***********************************************************************
 AX1216  DESIGNATION -  N 842
 AX1216  PID         -  AX1216
 AX1216  STATE/COUNTY-  TX/FAYETTE
 AX1216  USGS QUAD   -  SWISS ALP (1981)
 AX1216
 AX1216                         *CURRENT SURVEY CONTROL
 AX1216  ___________________________________________________________________
 AX1216* NAD 83(1986)-  29 45 27.     (N)    096 55 31.     (W)     SCALED    
 AX1216* NAVD 88     -       128.56   (+/-2cm)     421.8    (feet)  VERTCON   
 AX1216  ___________________________________________________________________
 AX1216  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX1216
 AX1216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1216
 AX1216.The horizontal coordinates were scaled from a topographic map and have
 AX1216.an estimated accuracy of +/- 6 seconds.
 AX1216
 AX1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1216.The vertical order pertains to the NGVD 29 superseded value.
 AX1216
 AX1216.The geoid height was determined by GEOID03.
 AX1216
 AX1216;                    North         East    Units  Estimated Accuracy
 AX1216;SPC TXSC     - 4,215,030.      800,640.      MT  (+/- 180 meters Scaled)
 AX1216
 AX1216                          SUPERSEDED SURVEY CONTROL
 AX1216
 AX1216  NGVD 29 (??/??/92)  128.53   (m)          421.7    (f) COMPUTED    2 0
 AX1216
 AX1216.Superseded values are not recommended for survey control.
 AX1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1216.See file dsdata.txt to determine how the superseded data were derived.
 AX1216
 AX1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT006937(NAD 83)
 AX1216_MARKER: DB = BENCH MARK DISK
 AX1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1216_STAMPING: N 842 1943
 AX1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1216+STABILITY: SURFACE MOTION
 AX1216
 AX1216  HISTORY     - Date     Condition        Report By
 AX1216  HISTORY     - 1943     MONUMENTED       CGS
 AX1216  HISTORY     - 1990     GOOD             USPSQD
 AX1216  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1216
 AX1216                          STATION DESCRIPTION
 AX1216
 AX1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1216'2.8 MI E FROM FREYBURG.
 AX1216'TO REACH FROM GLECKLERS STORE AT FREYBURG, PROCEED 2.8 MILES EASTERLY
 AX1216'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 77.0 YARDS
 AX1216'EAST OF A T FENCE CORNER POST.  IT IS 27.4 FEET NORTH OF AND ABOUT 1.0
 AX1216'FOOT BELOW THE CENTERLINE OF THE ROAD, 2.1 FEET NORTH OF THE NORTH
 AX1216'RIGHT-OF-WAY FENCE AND 3.2 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1216'POST.  MONUMENT PROJECTS 0.3 FOOT.  NOTE-- THIS BENCH MARK IS ALSO
 AX1216'1.05 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY NO. 77 AND THE FREYBURG
 AX1216'ROAD.
 AX1216
 AX1216                          STATION RECOVERY (1990)
 AX1216
 AX1216'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1216'RECOVERED IN GOOD CONDITION.
 AX1216
 AX1216                          STATION RECOVERY (1997)
 AX1216
 AX1216'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1217 ***********************************************************************
 AX1217  DESIGNATION -  N 842 RESET 1950
 AX1217  PID         -  AX1217
 AX1217  STATE/COUNTY-  TX/FAYETTE
 AX1217  USGS QUAD   -  SWISS ALP (1981)
 AX1217
 AX1217                         *CURRENT SURVEY CONTROL
 AX1217  ___________________________________________________________________
 AX1217* NAD 83(1986)-  29 45 27.     (N)    096 55 31.     (W)     SCALED    
 AX1217* NAVD 88     -       128.548  (meters)     421.74   (feet)  ADJUSTED  
 AX1217  ___________________________________________________________________
 AX1217  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX1217  DYNAMIC HT  -         128.369 (meters)     421.16  (feet)  COMP
 AX1217  MODELED GRAV-     979,247.6   (mgal)                       NAVD 88
 AX1217
 AX1217  VERT ORDER  -  FIRST     CLASS I
 AX1217
 AX1217.The horizontal coordinates were scaled from a topographic map and have
 AX1217.an estimated accuracy of +/- 6 seconds.
 AX1217
 AX1217.The orthometric height was determined by differential leveling
 AX1217.and adjusted by the National Geodetic Survey in June 1991..
 AX1217
 AX1217.The geoid height was determined by GEOID03.
 AX1217
 AX1217.The dynamic height is computed by dividing the NAVD 88
 AX1217.geopotential number by the normal gravity value computed on the
 AX1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1217.degrees latitude (g = 980.6199 gals.).
 AX1217
 AX1217.The modeled gravity was interpolated from observed gravity values.
 AX1217
 AX1217;                    North         East    Units  Estimated Accuracy
 AX1217;SPC TXSC     - 4,215,030.      800,640.      MT  (+/- 180 meters Scaled)
 AX1217
 AX1217                          SUPERSEDED SURVEY CONTROL
 AX1217
 AX1217  NGVD 29 (??/??/??)  128.46   (m)          421.5    (f) RESET       3  
 AX1217
 AX1217.Superseded values are not recommended for survey control.
 AX1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1217.See file dsdata.txt to determine how the superseded data were derived.
 AX1217
 AX1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT006937(NAD 83)
 AX1217_MARKER: DB = BENCH MARK DISK
 AX1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1217_STAMPING: N 842 RESET 1950
 AX1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1217+STABILITY: SURFACE MOTION
 AX1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1217+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX1217
 AX1217  HISTORY     - Date     Condition        Report By
 AX1217  HISTORY     - 1950     MONUMENTED       CGS
 AX1217  HISTORY     - 1972     GOOD             NGS
 AX1217  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1217  HISTORY     - 19970608 GOOD             USPSQD
 AX1217  HISTORY     - 20041207 GOOD             USPSQD
 AX1217
 AX1217                          STATION DESCRIPTION
 AX1217
 AX1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1217'6.2 MI NW FROM SCHULENBURG.
 AX1217'ABOUT 5.2 MILES NORTH ALONG U.S HIGHWAY 77 FROM THE INTERSECTION OF
 AX1217'U.S. HIGHWAY 90 AT SCHULENBURG, THENCE 1.0 MILE WEST ALONG FARM ROAD
 AX1217'956, ABOUT 0.2 MILE WEST OF THE INTERSECTION OF A GRAVELED ROAD, ABOUT
 AX1217'0.1 MILE WEST OF A CURVE IN THE ROAD, 202 FEET EAST OF A PRIVATE ROAD
 AX1217'WHICH LEADS NORTH TO A FARMHOUSE, 40 1/2 FEET NORTH OF THE CENTER LINE
 AX1217'OF THE FARM ROAD, 1 1/2 FEET SOUTH OF A FENCE, 0.6 FOOT NORTH OF A
 AX1217'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND
 AX1217'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 AX1217
 AX1217                          STATION RECOVERY (1991)
 AX1217
 AX1217'RECOVERY NOTE BY US POWER SQUADRON 1991 (WGS)
 AX1217'MARK NOT FOUND.
 AX1217
 AX1217                          STATION RECOVERY (1997)
 AX1217
 AX1217'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1217'RECOVERED IN GOOD CONDITION.
 AX1217
 AX1217                          STATION RECOVERY (2004)
 AX1217
 AX1217'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1217'METAL WITNESS POST IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1118 ***********************************************************************
 AX1118  DESIGNATION -  N 843
 AX1118  PID         -  AX1118
 AX1118  STATE/COUNTY-  TX/COLORADO
 AX1118  USGS QUAD   -  COLUMBUS (1981)
 AX1118
 AX1118                         *CURRENT SURVEY CONTROL
 AX1118  ___________________________________________________________________
 AX1118* NAD 83(1986)-  29 37 37.     (N)    096 35 45.     (W)     SCALED    
 AX1118* NAVD 88     -        79.36   (+/-2cm)     260.4    (feet)  VERTCON   
 AX1118  ___________________________________________________________________
 AX1118  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1118
 AX1118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1118
 AX1118.The horizontal coordinates were scaled from a topographic map and have
 AX1118.an estimated accuracy of +/- 6 seconds.
 AX1118
 AX1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1118.The vertical order pertains to the NGVD 29 superseded value.
 AX1118
 AX1118.The geoid height was determined by GEOID03.
 AX1118
 AX1118;                    North         East    Units  Estimated Accuracy
 AX1118;SPC TXSC     - 4,201,170.      832,790.      MT  (+/- 180 meters Scaled)
 AX1118
 AX1118                          SUPERSEDED SURVEY CONTROL
 AX1118
 AX1118  NGVD 29 (??/??/92)   79.338  (m)          260.29   (f) ADJ UNCH    2 0
 AX1118
 AX1118.Superseded values are not recommended for survey control.
 AX1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1118.See file dsdata.txt to determine how the superseded data were derived.
 AX1118
 AX1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT327798(NAD 83)
 AX1118_MARKER: DB = BENCH MARK DISK
 AX1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1118_STAMPING: N 843 1943
 AX1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1118+STABILITY: SURFACE MOTION
 AX1118
 AX1118  HISTORY     - Date     Condition        Report By
 AX1118  HISTORY     - 1943     MONUMENTED       CGS
 AX1118  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1118
 AX1118                          STATION DESCRIPTION
 AX1118
 AX1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1118'6.35 MI S FROM GLIDDEN.
 AX1118'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1118'STATION AT GLIDDEN, PROCEED 0.4 MILE EASTERLY ALONG U.S. HIGHWAY NO.
 AX1118'90 TO THE INTERSECTION OF A GRAVEL ROAD LEADING SOUTH, THENCE 5.95
 AX1118'MILES SOUTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX1118'IS 0.1 MILE NORTH OF A SHARP CURVE IN THE ROAD.  IT IS 24.3 FEET WEST
 AX1118'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 5.5
 AX1118'FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND 2.9 FEET SOUTH OF A 4X4
 AX1118'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AX1118
 AX1118                          STATION RECOVERY (2004)
 AX1118
 AX1118'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1168 ***********************************************************************
 AX1168  DESIGNATION -  N 844
 AX1168  PID         -  AX1168
 AX1168  STATE/COUNTY-  TX/LAVACA
 AX1168  USGS QUAD   -  OAKLAND (1981)
 AX1168
 AX1168                         *CURRENT SURVEY CONTROL
 AX1168  ___________________________________________________________________
 AX1168* NAD 83(1986)-  29 30 40.     (N)    096 46 43.     (W)     SCALED    
 AX1168* NAVD 88     -        83.10   (+/-2cm)     272.6    (feet)  VERTCON   
 AX1168  ___________________________________________________________________
 AX1168  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX1168
 AX1168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1168
 AX1168.The horizontal coordinates were scaled from a topographic map and have
 AX1168.an estimated accuracy of +/- 6 seconds.
 AX1168
 AX1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1168.The vertical order pertains to the NGVD 29 superseded value.
 AX1168
 AX1168.The geoid height was determined by GEOID03.
 AX1168
 AX1168;                    North         East    Units  Estimated Accuracy
 AX1168;SPC TXSC     - 4,187,990.      815,340.      MT  (+/- 180 meters Scaled)
 AX1168
 AX1168                          SUPERSEDED SURVEY CONTROL
 AX1168
 AX1168  NGVD 29 (??/??/92)   83.089  (m)          272.60   (f) ADJ UNCH    2 0
 AX1168
 AX1168.Superseded values are not recommended for survey control.
 AX1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1168.See file dsdata.txt to determine how the superseded data were derived.
 AX1168
 AX1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT153666(NAD 83)
 AX1168_MARKER: DB = BENCH MARK DISK
 AX1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1168_STAMPING: N 844 1943
 AX1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1168+STABILITY: SURFACE MOTION
 AX1168
 AX1168  HISTORY     - Date     Condition        Report By
 AX1168  HISTORY     - 1943     MONUMENTED       CGS
 AX1168  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1168  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1168
 AX1168                          STATION DESCRIPTION
 AX1168
 AX1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1168'15.85 MI S FROM WEIMAR.
 AX1168'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1168'ALONG U.S. HIGHWAY NO. 90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1168'THENCE 15.6 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO SITE OF BENCH
 AX1168'MARK.  BENCH MARK IS 88.8 FEET NORTHEAST OF THE CENTERLINE OF A 4.0
 AX1168'FOOT IRON PIPE CULVERT UNDER THE ROAD.  IT IS 18.4 FEET SOUTHEAST OF
 AX1168'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 2.6 FEET
 AX1168'SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE AND 3.5 FEET SOUTHWEST
 AX1168'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1168
 AX1168                          STATION RECOVERY (1997)
 AX1168
 AX1168'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1168'MARK NOT FOUND.
 AX1168
 AX1168                          STATION RECOVERY (2004)
 AX1168
 AX1168'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1239 ***********************************************************************
 AX1239  DESIGNATION -  N 845
 AX1239  PID         -  AX1239
 AX1239  STATE/COUNTY-  TX/COLORADO
 AX1239  USGS QUAD   -  OAKLAND (1981)
 AX1239
 AX1239                         *CURRENT SURVEY CONTROL
 AX1239  ___________________________________________________________________
 AX1239* NAD 83(1986)-  29 35 57.     (N)    096 49 52.     (W)     SCALED    
 AX1239* NAVD 88     -        88.10   (+/-2cm)     289.0    (feet)  VERTCON   
 AX1239  ___________________________________________________________________
 AX1239  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1239
 AX1239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1239
 AX1239.The horizontal coordinates were scaled from a topographic map and have
 AX1239.an estimated accuracy of +/- 6 seconds.
 AX1239
 AX1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1239.The vertical order pertains to the NGVD 29 superseded value.
 AX1239
 AX1239.The geoid height was determined by GEOID03.
 AX1239
 AX1239;                    North         East    Units  Estimated Accuracy
 AX1239;SPC TXSC     - 4,197,650.      810,070.      MT  (+/- 180 meters Scaled)
 AX1239
 AX1239                          SUPERSEDED SURVEY CONTROL
 AX1239
 AX1239  NGVD 29 (??/??/92)   88.08   (m)          289.0    (f) COMPUTED    2 0
 AX1239
 AX1239.Superseded values are not recommended for survey control.
 AX1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1239.See file dsdata.txt to determine how the superseded data were derived.
 AX1239
 AX1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT100763(NAD 83)
 AX1239_MARKER: DB = BENCH MARK DISK
 AX1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1239_STAMPING: N 845 1943
 AX1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1239+STABILITY: SURFACE MOTION
 AX1239
 AX1239  HISTORY     - Date     Condition        Report By
 AX1239  HISTORY     - 1943     MONUMENTED       CGS
 AX1239  HISTORY     - 1966     MARK NOT FOUND   USGS
 AX1239  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX1239
 AX1239                          STATION DESCRIPTION
 AX1239
 AX1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1239'IN OAKLAND.
 AX1239'BENCH MARK IS AT THE NORTHWEST CORNER OF THE OAKLAND SCHOOL BUILDING
 AX1239'AT OAKLAND.  IT IS 0.25 MILE EAST OF THE COLORADO - LAVACA COUNTY
 AX1239'LINE, 27.5 FEET NORTH OF THE CENTERLINE OF THE WEST ENTRANCE TO THE
 AX1239'OAKLAND SCHOOL BUILDING, 2.7 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 AX1239'BUILDING AND 2.4 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1239'MONUMENT PROJECTS 0.1 FOOT.
 AX1239
 AX1239                          STATION RECOVERY (1966)
 AX1239
 AX1239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AX1239'MARK NOT FOUND.
 AX1239
 AX1239                          STATION RECOVERY (2002)
 AX1239
 AX1239'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1240 ***********************************************************************
 AX1240  DESIGNATION -  N 845 RESET 1964
 AX1240  PID         -  AX1240
 AX1240  STATE/COUNTY-  TX/COLORADO
 AX1240  USGS QUAD   -  OAKLAND (1981)
 AX1240
 AX1240                         *CURRENT SURVEY CONTROL
 AX1240  ___________________________________________________________________
 AX1240* NAD 83(1986)-  29 35 57.     (N)    096 49 52.     (W)     SCALED    
 AX1240* NAVD 88     -        87.42   (+/-2cm)     286.8    (feet)  VERTCON   
 AX1240  ___________________________________________________________________
 AX1240  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1240
 AX1240  VERT ORDER  -  THIRD (See Below)
 AX1240
 AX1240.The horizontal coordinates were scaled from a topographic map and have
 AX1240.an estimated accuracy of +/- 6 seconds.
 AX1240
 AX1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1240.The vertical order pertains to the NGVD 29 superseded value.
 AX1240
 AX1240.The geoid height was determined by GEOID03.
 AX1240
 AX1240;                    North         East    Units  Estimated Accuracy
 AX1240;SPC TXSC     - 4,197,650.      810,070.      MT  (+/- 180 meters Scaled)
 AX1240
 AX1240                          SUPERSEDED SURVEY CONTROL
 AX1240
 AX1240  NGVD 29 (??/??/??)   87.41   (m)          286.8    (f) RESET       3  
 AX1240
 AX1240.Superseded values are not recommended for survey control.
 AX1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1240.See file dsdata.txt to determine how the superseded data were derived.
 AX1240
 AX1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT100763(NAD 83)
 AX1240_MARKER: DB = BENCH MARK DISK
 AX1240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1240_SP_SET: CONCRETE BLOCK
 AX1240_STAMPING: N 845 RESET 1964
 AX1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1240
 AX1240  HISTORY     - Date     Condition        Report By
 AX1240  HISTORY     - 1964     MONUMENTED       CGS
 AX1240  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX1240
 AX1240                          STATION DESCRIPTION
 AX1240
 AX1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AX1240'0.25 MI E FROM OAKLAND.
 AX1240'AT OAKLAND, COLORADO COUNTY, 0.25 MILES EAST ALONG F. M. HIGHWAY 532
 AX1240'FROM THE NAVIDAD RIVER BRIDGE, 51 FEET NORTHWEST FROM CENTER OF
 AX1240'PAVEMENT, SET IN THE TOP OF A 6 IN. X 6 IN. CONCRETE BLOCK WITH A 4
 AX1240'IN. X 4 IN. WHITE WITNESS POST.
 AX1240
 AX1240                          STATION RECOVERY (2002)
 AX1240
 AX1240'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1741 ***********************************************************************
 AX1741  DESIGNATION -  N 847
 AX1741  PID         -  AX1741
 AX1741  STATE/COUNTY-  TX/LAVACA
 AX1741  USGS QUAD   -  WIED (1987)
 AX1741
 AX1741                         *CURRENT SURVEY CONTROL
 AX1741  ___________________________________________________________________
 AX1741* NAD 83(1986)-  29 29 01.     (N)    097 00 30.     (W)     SCALED    
 AX1741* NAVD 88     -        87.09   (+/-2cm)     285.7    (feet)  VERTCON   
 AX1741  ___________________________________________________________________
 AX1741  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1741
 AX1741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1741
 AX1741.The horizontal coordinates were scaled from a topographic map and have
 AX1741.an estimated accuracy of +/- 6 seconds.
 AX1741
 AX1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1741.The vertical order pertains to the NGVD 29 superseded value.
 AX1741
 AX1741.The geoid height was determined by GEOID03.
 AX1741
 AX1741;                    North         East    Units  Estimated Accuracy
 AX1741;SPC TXSC     - 4,184,540.      793,120.      MT  (+/- 180 meters Scaled)
 AX1741
 AX1741                          SUPERSEDED SURVEY CONTROL
 AX1741
 AX1741  NGVD 29 (??/??/92)   87.080  (m)          285.69   (f) ADJ UNCH    2 0
 AX1741
 AX1741.Superseded values are not recommended for survey control.
 AX1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1741.See file dsdata.txt to determine how the superseded data were derived.
 AX1741
 AX1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT930632(NAD 83)
 AX1741_MARKER: DB = BENCH MARK DISK
 AX1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1741_STAMPING: N 847 1943
 AX1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1741+STABILITY: SURFACE MOTION
 AX1741
 AX1741  HISTORY     - Date     Condition        Report By
 AX1741  HISTORY     - 1943     MONUMENTED       CGS
 AX1741
 AX1741                          STATION DESCRIPTION
 AX1741
 AX1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1741'6.5 MI NW FROM HALLETTSVILLE.
 AX1741'TO REACH FROM THE CITY HALL AT HALLETTSVILLE, PROCEED 1.65 MILE
 AX1741'NORTHERLY ALONG U.S. HIGHWAY NO.77 TO THE INTERSECTION OF A DIRT CROSS
 AX1741'ROAD, THENCE 4.85 MILES WESTERLY ALONG A DIRT ROAD TO THE INTERSECTION
 AX1741'OF A DIRT ROAD LEADING NORTH AND SITE OF BENCH MARK. BENCH MARK IS
 AX1741'92.0 FEET WEST OF THE CENTERLINE OF A DIRT ROAD LEADING NORTH. IT IS
 AX1741'32.0 FEET NORTH OF AND ABOUT 1.5 FOOT ABOVE THE CENTERLINE OF THE
 AX1741'ROAD, 6.6 FEET NORTH OF THE CENTERLINE OF A 2.0 FOOT MULBERRY TREE AND
 AX1741'3.0 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX1741'PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1780 ***********************************************************************
 AX1780  DESIGNATION -  N 848
 AX1780  PID         -  AX1780
 AX1780  STATE/COUNTY-  TX/DE WITT
 AX1780  USGS QUAD   -  WESTHOFF (1987)
 AX1780
 AX1780                         *CURRENT SURVEY CONTROL
 AX1780  ___________________________________________________________________
 AX1780* NAD 83(1986)-  29 13 58.     (N)    097 26 10.     (W)     SCALED    
 AX1780* NAVD 88     -        70.57   (+/-2cm)     231.5    (feet)  VERTCON   
 AX1780  ___________________________________________________________________
 AX1780  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AX1780
 AX1780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1780
 AX1780.The horizontal coordinates were scaled from a topographic map and have
 AX1780.an estimated accuracy of +/- 6 seconds.
 AX1780
 AX1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1780.The vertical order pertains to the NGVD 29 superseded value.
 AX1780
 AX1780.The geoid height was determined by GEOID03.
 AX1780
 AX1780;                    North         East    Units  Estimated Accuracy
 AX1780;SPC TXSC     - 4,156,110.      752,020.      MT  (+/- 180 meters Scaled)
 AX1780
 AX1780                          SUPERSEDED SURVEY CONTROL
 AX1780
 AX1780  NGVD 29 (??/??/92)   70.562  (m)          231.50   (f) ADJ UNCH    2 0
 AX1780
 AX1780.Superseded values are not recommended for survey control.
 AX1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1780.See file dsdata.txt to determine how the superseded data were derived.
 AX1780
 AX1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT519347(NAD 83)
 AX1780_MARKER: DB = BENCH MARK DISK
 AX1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1780_STAMPING: N 848 1943
 AX1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1780+STABILITY: SURFACE MOTION
 AX1780
 AX1780  HISTORY     - Date     Condition        Report By
 AX1780  HISTORY     - 1943     MONUMENTED       CGS
 AX1780
 AX1780                          STATION DESCRIPTION
 AX1780
 AX1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1780'4.3 MI SW FROM CHEAPSIDE.
 AX1780'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 1.85 MI. S. ALONG A
 AX1780'GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL CROSS ROAD, THENCE 2.45
 AX1780'MI. S.W. ALONG A GRAVEL ROAD TO THE N.E. SLOPE OF A HILL AND SITE OF
 AX1780'BENCH MARK.  BENCH MARK IS 0.1 MI. N.E. OF THE INTERSECTION OF A
 AX1780'PRIVATE DIRT CROSS ROAD AT THE TOP OF A HILL.  IT IS 26.5 FEET N.W. OF
 AX1780'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 26.3 FEET
 AX1780'N.E. OF A 1 FOOT MESQUITE TREE AND 2.9 FEET S.W. OF A 4X4 INCH WHITE
 AX1780'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0284 ***********************************************************************
 CA0284  DESIGNATION -  N 85
 CA0284  PID         -  CA0284
 CA0284  STATE/COUNTY-  TX/BROWN
 CA0284  USGS QUAD   -  BROWNWOOD (1996)
 CA0284
 CA0284                         *CURRENT SURVEY CONTROL
 CA0284  ___________________________________________________________________
 CA0284* NAD 83(1986)-  31 43 00.     (N)    098 58 12.     (W)     SCALED    
 CA0284* NAVD 88     -       404.725  (meters)    1327.84   (feet)  ADJUSTED  
 CA0284  ___________________________________________________________________
 CA0284  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CA0284  DYNAMIC HT  -         404.198 (meters)    1326.11  (feet)  COMP
 CA0284  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 CA0284
 CA0284  VERT ORDER  -  FIRST     CLASS II
 CA0284
 CA0284.The horizontal coordinates were scaled from a topographic map and have
 CA0284.an estimated accuracy of +/- 6 seconds.
 CA0284
 CA0284.The orthometric height was determined by differential leveling
 CA0284.and adjusted by the National Geodetic Survey in June 1991..
 CA0284
 CA0284.The geoid height was determined by GEOID03.
 CA0284
 CA0284.The dynamic height is computed by dividing the NAVD 88
 CA0284.geopotential number by the normal gravity value computed on the
 CA0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0284.degrees latitude (g = 980.6199 gals.).
 CA0284
 CA0284.The modeled gravity was interpolated from observed gravity values.
 CA0284
 CA0284;                    North         East    Units  Estimated Accuracy
 CA0284;SPC TX C     - 3,228,050.      829,210.      MT  (+/- 180 meters Scaled)
 CA0284
 CA0284                          SUPERSEDED SURVEY CONTROL
 CA0284
 CA0284  NGVD 29 (??/??/92)  404.637  (m)         1327.55   (f) ADJ UNCH    1 2
 CA0284
 CA0284.Superseded values are not recommended for survey control.
 CA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0284.See file dsdata.txt to determine how the superseded data were derived.
 CA0284
 CA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA028090(NAD 83)
 CA0284_MARKER: DB = BENCH MARK DISK
 CA0284_SETTING: 0 = UNSPECIFIED SETTING
 CA0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0284
 CA0284  HISTORY     - Date     Condition        Report By
 CA0284  HISTORY     - UNK      MONUMENTED       CGS
 CA0284  HISTORY     - 1932     GOOD             NGS
 CA0284  HISTORY     - 1976     MARK NOT FOUND   USGS
 CA0284  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0284
 CA0284                          STATION DESCRIPTION
 CA0284
 CA0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0284'1.3 MI S FROM BROWNWOOD.
 CA0284'1.3 MILE SOUTH OF THE STATION AT BROWNWOOD.  ON THE G.C. AND SANTA FE
 CA0284'R.R., 75 FEET NORTH OF THE TRACK MAIN LINE, 75 FEET WEST GRADE OF
 CA0284'GRADE CROSSING, 1 FOOT INSIDE THE FENCE LINE, 0.1 MILE EAST OF THE
 CA0284'YARD OFFICE AT BROWNWOOD, 0.1 MILE WEST OF MILE POLE NO. 347.
 CA0284
 CA0284                          STATION RECOVERY (1976)
 CA0284
 CA0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CA0284'MARK NOT FOUND.
 CA0284
 CA0284                          STATION RECOVERY (1983)
 CA0284
 CA0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0466 ***********************************************************************
 AX0466  DESIGNATION -  N 850
 AX0466  PID         -  AX0466
 AX0466  STATE/COUNTY-  TX/COLORADO
 AX0466  USGS QUAD   -  BONUS (1981)
 AX0466
 AX0466                         *CURRENT SURVEY CONTROL
 AX0466  ___________________________________________________________________
 AX0466* NAD 83(1986)-  29 26 50.     (N)    096 20 33.     (W)     SCALED    
 AX0466* NAVD 88     -        42.12   (+/-2cm)     138.2    (feet)  VERTCON   
 AX0466  ___________________________________________________________________
 AX0466  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0466
 AX0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0466
 AX0466.The horizontal coordinates were scaled from a topographic map and have
 AX0466.an estimated accuracy of +/- 6 seconds.
 AX0466
 AX0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0466.The vertical order pertains to the NGVD 29 superseded value.
 AX0466
 AX0466.The geoid height was determined by GEOID03.
 AX0466
 AX0466;                    North         East    Units  Estimated Accuracy
 AX0466;SPC TXSC     - 4,181,790.      857,760.      MT  (+/- 180 meters Scaled)
 AX0466
 AX0466                          SUPERSEDED SURVEY CONTROL
 AX0466
 AX0466  NGVD 29 (??/??/92)   42.117  (m)          138.18   (f) ADJ UNCH    2 0
 AX0466
 AX0466.Superseded values are not recommended for survey control.
 AX0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0466.See file dsdata.txt to determine how the superseded data were derived.
 AX0466
 AX0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT577604(NAD 83)
 AX0466_MARKER: DB = BENCH MARK DISK
 AX0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0466_STAMPING: N-850 1943
 AX0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0466+STABILITY: SURFACE MOTION
 AX0466
 AX0466  HISTORY     - Date     Condition        Report By
 AX0466  HISTORY     - 1943     MONUMENTED       CGS
 AX0466
 AX0466                          STATION DESCRIPTION
 AX0466
 AX0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0466'4.4 MI W FROM BONUS.
 AX0466'4.4 MILES WEST ALONG THE COUNTY ROAD FROM THE STATION AT BONUS, SET AT
 AX0466'A T ROAD, 38 FEET SOUTHEAST OF THE CENTER-LINES OF THE 2 ROADS, 23
 AX0466'FEET SOUTH OF THE CENTER-LINE OF THE MAIN ROAD, 5 FEET NORTHEAST OF
 AX0466'THE CORNER FENCE POST, 2 FEET NORTH OF THE FENCE, 2.2 FEET EAST OF THE
 AX0466'REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 AX0466'PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0506 ***********************************************************************
 AX0506  DESIGNATION -  N 852
 AX0506  PID         -  AX0506
 AX0506  STATE/COUNTY-  TX/WHARTON
 AX0506  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0506
 AX0506                         *CURRENT SURVEY CONTROL
 AX0506  ___________________________________________________________________
 AX0506* NAD 83(1986)-  29 13 42.     (N)    096 29 16.     (W)     SCALED    
 AX0506* NAVD 88     -        34.59   (+/-2cm)     113.5    (feet)  VERTCON   
 AX0506  ___________________________________________________________________
 AX0506  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0506
 AX0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0506
 AX0506.The horizontal coordinates were scaled from a topographic map and have
 AX0506.an estimated accuracy of +/- 6 seconds.
 AX0506
 AX0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0506.The vertical order pertains to the NGVD 29 superseded value.
 AX0506
 AX0506.The geoid height was determined by GEOID03.
 AX0506
 AX0506;                    North         East    Units  Estimated Accuracy
 AX0506;SPC TXSC     - 4,157,230.      844,200.      MT  (+/- 180 meters Scaled)
 AX0506
 AX0506                          SUPERSEDED SURVEY CONTROL
 AX0506
 AX0506  NGVD 29 (??/??/92)   34.592  (m)          113.49   (f) ADJ UNCH    2 0
 AX0506
 AX0506.Superseded values are not recommended for survey control.
 AX0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0506.See file dsdata.txt to determine how the superseded data were derived.
 AX0506
 AX0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT441358(NAD 83)
 AX0506_MARKER: DB = BENCH MARK DISK
 AX0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0506_STAMPING: N-852 1943
 AX0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0506+STABILITY: SURFACE MOTION
 AX0506
 AX0506  HISTORY     - Date     Condition        Report By
 AX0506  HISTORY     - 1943     MONUMENTED       CGS
 AX0506
 AX0506                          STATION DESCRIPTION
 AX0506
 AX0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0506'13.9 MI NW FROM LOUISE.
 AX0506'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0506'LOUISE, THENCE 8.2 MILES NORTH ALONG THE COUNTY ROAD, THENCE 5.2 MILES
 AX0506'WEST ALONG COUNTY ROAD, SET AT THE NORTHWEST CORNER OF A FARM HOUSE
 AX0506'YARD, ABOUT 125 FEET WEST OF THE HOUSE, 34 FEET WEST OF THE
 AX0506'CENTER-LINE OF THE PRIVATE ROAD, 33 FEET SOUTH OF THE CENTER-LINE OF
 AX0506'THE MAIN ROAD, 2 FEET SOUTHEAST OF THE 3-WAY CORNER FENCE POST, 1.4
 AX0506'FEET NORTH OF REFERENCE POST. BENCH MARK DISK SET IN TOP OF A CONCRETE
 AX0506'POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0732 ***********************************************************************
 AX0732  DESIGNATION -  N 853
 AX0732  PID         -  AX0732
 AX0732  STATE/COUNTY-  TX/COLORADO
 AX0732  USGS QUAD   -  SPEAKS (1981)
 AX0732
 AX0732                         *CURRENT SURVEY CONTROL
 AX0732  ___________________________________________________________________
 AX0732* NAD 83(1986)-  29 16 40.     (N)    096 37 45.     (W)     SCALED    
 AX0732* NAVD 88     -        43.79   (+/-2cm)     143.7    (feet)  VERTCON   
 AX0732  ___________________________________________________________________
 AX0732  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0732
 AX0732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0732
 AX0732.The horizontal coordinates were scaled from a topographic map and have
 AX0732.an estimated accuracy of +/- 6 seconds.
 AX0732
 AX0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0732.The vertical order pertains to the NGVD 29 superseded value.
 AX0732
 AX0732.The geoid height was determined by GEOID03.
 AX0732
 AX0732;                    North         East    Units  Estimated Accuracy
 AX0732;SPC TXSC     - 4,162,420.      830,340.      MT  (+/- 180 meters Scaled)
 AX0732
 AX0732                          SUPERSEDED SURVEY CONTROL
 AX0732
 AX0732  NGVD 29 (??/??/92)   43.788  (m)          143.66   (f) ADJ UNCH    2 0
 AX0732
 AX0732.Superseded values are not recommended for survey control.
 AX0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0732.See file dsdata.txt to determine how the superseded data were derived.
 AX0732
 AX0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT303410(NAD 83)
 AX0732_MARKER: DB = BENCH MARK DISK
 AX0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0732_STAMPING: N 853 1943
 AX0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0732+STABILITY: SURFACE MOTION
 AX0732
 AX0732  HISTORY     - Date     Condition        Report By
 AX0732  HISTORY     - 1943     MONUMENTED       CGS
 AX0732
 AX0732                          STATION DESCRIPTION
 AX0732
 AX0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0732'0.2 MI S FROM PROVIDENT CITY.
 AX0732'0.2 MI.S.ALONG THE COUNTY ROAD FROM THE P.O.AT PROVIDENT CITY,AT
 AX0732'PROVIDENCE CITY, SET AT A T ROAD, IN LINE WITH THE ROAD LEADING N.,65
 AX0732'FEET E. OF THE CENTERLINE OF THE PRIVATE ROAD LEADING S.,30 FEET S.OF
 AX0732'THE CENTERLINE OF THE MAIN ROAD, 2.4 FEET E.OF REFERENCE POST.
 AX0732'PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0819 ***********************************************************************
 AX0819  DESIGNATION -  N 854
 AX0819  PID         -  AX0819
 AX0819  STATE/COUNTY-  TX/LAVACA
 AX0819  USGS QUAD   -  SUBLIME (1981)
 AX0819
 AX0819                         *CURRENT SURVEY CONTROL
 AX0819  ___________________________________________________________________
 AX0819* NAD 83(1986)-  29 24 43.     (N)    096 47 10.     (W)     SCALED    
 AX0819* NAVD 88     -        54.84   (+/-2cm)     179.9    (feet)  VERTCON   
 AX0819  ___________________________________________________________________
 AX0819  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0819
 AX0819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0819
 AX0819.The horizontal coordinates were scaled from a topographic map and have
 AX0819.an estimated accuracy of +/- 6 seconds.
 AX0819
 AX0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0819.The vertical order pertains to the NGVD 29 superseded value.
 AX0819
 AX0819.The geoid height was determined by GEOID03.
 AX0819
 AX0819;                    North         East    Units  Estimated Accuracy
 AX0819;SPC TXSC     - 4,176,990.      814,820.      MT  (+/- 180 meters Scaled)
 AX0819
 AX0819                          SUPERSEDED SURVEY CONTROL
 AX0819
 AX0819  NGVD 29 (??/??/92)   54.848  (m)          179.95   (f) ADJ UNCH    2 0
 AX0819
 AX0819.Superseded values are not recommended for survey control.
 AX0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0819.See file dsdata.txt to determine how the superseded data were derived.
 AX0819
 AX0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT148556(NAD 83)
 AX0819_MARKER: DB = BENCH MARK DISK
 AX0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0819_STAMPING: N 854 1943
 AX0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0819+STABILITY: SURFACE MOTION
 AX0819
 AX0819  HISTORY     - Date     Condition        Report By
 AX0819  HISTORY     - 1943     MONUMENTED       CGS
 AX0819  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0819
 AX0819                          STATION DESCRIPTION
 AX0819
 AX0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0819'4.9 MI S FROM SUBLIME.
 AX0819'4.9 MI. S. ALONG THE COUNTY ROAD FROM THE P.O. AT SUBLIME, SET AT A
 AX0819'3-WAY CORNER FENCE POST, 0.2 MI. S. OF A PRIVATE ROAD LEADING W. TO
 AX0819'HOUSE, 52 FEET W. OF CENTERLINE OF THE ROAD, 3.3 FEET N.E. OF THE
 AX0819'FENCE POST, 2 FEET S. OF REFERENCE POST.  PROJECTS 0.4 FOOT.
 AX0819
 AX0819                          STATION RECOVERY (1997)
 AX0819
 AX0819'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1647 ***********************************************************************
 AN1647  DESIGNATION -  N 855
 AN1647  PID         -  AN1647
 AN1647  STATE/COUNTY-  TX/KARNES
 AN1647  USGS QUAD   -  HELENA (1987)
 AN1647
 AN1647                         *CURRENT SURVEY CONTROL
 AN1647  ___________________________________________________________________
 AN1647* NAD 83(1986)-  28 55 27.     (N)    097 51 00.     (W)     SCALED    
 AN1647* NAVD 88     -        83.44   (+/-2cm)     273.8    (feet)  VERTCON   
 AN1647  ___________________________________________________________________
 AN1647  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AN1647
 AN1647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1647
 AN1647.The horizontal coordinates were scaled from a topographic map and have
 AN1647.an estimated accuracy of +/- 6 seconds.
 AN1647
 AN1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1647.The vertical order pertains to the NGVD 29 superseded value.
 AN1647
 AN1647.The geoid height was determined by GEOID03.
 AN1647
 AN1647;                    North         East    Units  Estimated Accuracy
 AN1647;SPC TXSC     - 4,121,450.      712,120.      MT  (+/- 180 meters Scaled)
 AN1647
 AN1647                          SUPERSEDED SURVEY CONTROL
 AN1647
 AN1647  NGVD 29 (??/??/92)   83.408  (m)          273.65   (f) ADJ UNCH    2 0
 AN1647
 AN1647.Superseded values are not recommended for survey control.
 AN1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1647.See file dsdata.txt to determine how the superseded data were derived.
 AN1647
 AN1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT120001(NAD 83)
 AN1647_MARKER: DB = BENCH MARK DISK
 AN1647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1647_SP_SET: CULVERT
 AN1647_STAMPING: N 855 1943
 AN1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1647+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AN1647
 AN1647  HISTORY     - Date     Condition        Report By
 AN1647  HISTORY     - 1943     MONUMENTED       CGS
 AN1647  HISTORY     - 20040917 GOOD             USPSQD
 AN1647
 AN1647                          STATION DESCRIPTION
 AN1647
 AN1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1647'2.6 MI SW FROM HELENA.
 AN1647'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE FOUR CORNERS
 AN1647'AT HELENA, KARNES COUNTY, ABOUT 0.2 MILE SOUTHWEST OF THE JUNCTION OF
 AN1647'A DIRT ROAD LEADING SOUTHEAST, IN THE TOP OF THE SOUTHWEST END OF THE
 AN1647'NORTHWEST HEAD WALL OF A 2- BY 6-FOOT CONCRETE BOX CULVERT, 14.4 FEET
 AN1647'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 AN1647'HIGHWAY.  A STANDARD DISK, STAMPED N 855 1943.
 AN1647
 AN1647                          STATION RECOVERY (2004)
 AN1647
 AN1647'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1924 ***********************************************************************
 AX1924  DESIGNATION -  N 856
 AX1924  PID         -  AX1924
 AX1924  STATE/COUNTY-  TX/KARNES
 AX1924  USGS QUAD   -  BALD MOUND (1987)
 AX1924
 AX1924                         *CURRENT SURVEY CONTROL
 AX1924  ___________________________________________________________________
 AX1924* NAD 83(1986)-  29 13 08.     (N)    097 44 39.     (W)     SCALED    
 AX1924* NAVD 88     -       102.08   (+/-2cm)     334.9    (feet)  VERTCON   
 AX1924  ___________________________________________________________________
 AX1924  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX1924
 AX1924  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1924
 AX1924.The horizontal coordinates were scaled from a topographic map and have
 AX1924.an estimated accuracy of +/- 6 seconds.
 AX1924
 AX1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1924.The vertical order pertains to the NGVD 29 superseded value.
 AX1924
 AX1924.The geoid height was determined by GEOID03.
 AX1924
 AX1924;                    North         East    Units  Estimated Accuracy
 AX1924;SPC TXSC     - 4,154,210.      722,090.      MT  (+/- 180 meters Scaled)
 AX1924
 AX1924                          SUPERSEDED SURVEY CONTROL
 AX1924
 AX1924  NGVD 29 (??/??/92)  102.046  (m)          334.80   (f) ADJ UNCH    2 0
 AX1924
 AX1924.Superseded values are not recommended for survey control.
 AX1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1924.See file dsdata.txt to determine how the superseded data were derived.
 AX1924
 AX1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT220328(NAD 83)
 AX1924_MARKER: DB = BENCH MARK DISK
 AX1924_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AX1924_SP_SET: CULVERT
 AX1924_STAMPING: N 856 1943
 AX1924_MARK LOGO: CGS   
 AX1924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1924
 AX1924  HISTORY     - Date     Condition        Report By
 AX1924  HISTORY     - 1943     MONUMENTED       CGS
 AX1924  HISTORY     - 1981     GOOD             NGS
 AX1924
 AX1924                          STATION DESCRIPTION
 AX1924
 AX1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1924'6.95 MI N FROM GILLETT.
 AX1924'TO REACH FROM THE FOUR CORNERS AT GILLETT, PROCEED 6.95 MILES
 AX1924'NORTHERLY ALONG STATE HIGHWAY NO.80 TO A CONCRETE CULVERT AND SITE OF
 AX1924'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH
 AX1924'END OF THE EAST HEADWALL OF A 2X5 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1924'HIGHWAY.  IT IS 0.1 MILE SOUTH OF THE INTERSECTION OF A SMALL DIRT
 AX1924'ROAD LEADING WEST, 18.4 FEET EAST OF AND ABOUT 0.5 FOOT ABOVE THE
 AX1924'CENTERLINE OF THE HIGHWAY.  NOTE-- THIS BENCH MARK IS ALSO 3.7 MILES
 AX1924'SOUTH OF THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION
 AX1924'AT NIXON. (A TOWN IN GONZALES COUNTY).
 AX1924
 AX1924                          STATION RECOVERY (1981)
 AX1924
 AX1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AX1924'RECOVERED IN GOOD CONDITION.  MARK TO BE DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2826 ***********************************************************************
 AX2826  DESIGNATION -  N 856 RESET
 AX2826  PID         -  AX2826
 AX2826  STATE/COUNTY-  TX/WILSON
 AX2826  USGS QUAD   -  BALD MOUND (1987)
 AX2826
 AX2826                         *CURRENT SURVEY CONTROL
 AX2826  ___________________________________________________________________
 AX2826* NAD 83(1986)-  29 13 13.     (N)    097 44 42.     (W)     SCALED    
 AX2826* NAVD 88     -       103.43   (+/-2cm)     339.3    (feet)  VERTCON   
 AX2826  ___________________________________________________________________
 AX2826  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2826
 AX2826  VERT ORDER  -  THIRD (See Below)
 AX2826
 AX2826.The horizontal coordinates were scaled from a topographic map and have
 AX2826.an estimated accuracy of +/- 6 seconds.
 AX2826
 AX2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2826.The vertical order pertains to the NGVD 29 superseded value.
 AX2826
 AX2826.The geoid height was determined by GEOID03.
 AX2826
 AX2826;                    North         East    Units  Estimated Accuracy
 AX2826;SPC TXSC     - 4,154,370.      722,010.      MT  (+/- 180 meters Scaled)
 AX2826
 AX2826                          SUPERSEDED SURVEY CONTROL
 AX2826
 AX2826  NGVD 29 (01/29/03)  103.40   (m)          339.2    (f) RESET       3  
 AX2826
 AX2826.Superseded values are not recommended for survey control.
 AX2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2826.See file dsdata.txt to determine how the superseded data were derived.
 AX2826
 AX2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT219330(NAD 83)
 AX2826_MARKER: I = METAL ROD
 AX2826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2826_SP_SET: STAINLESS STEEL ROD
 AX2826_STAMPING: N 856 RESET 1981
 AX2826_MARK LOGO: NGS   
 AX2826_PROJECTION: RECESSED 6 CENTIMETERS
 AX2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2826_ROD/PIPE-DEPTH: 8.8  meters
 AX2826
 AX2826  HISTORY     - Date     Condition        Report By
 AX2826  HISTORY     - 1981     MONUMENTED       NGS
 AX2826  HISTORY     - 20040815 GOOD             USPSQD
 AX2826
 AX2826                          STATION DESCRIPTION
 AX2826
 AX2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AX2826'5.8 KM (3.6 MI) SSE FROM NIXON.
 AX2826'5.8 KM (3.6 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE POST
 AX2826'OFFICE IN NIXON, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 AX2826'WEST-SOUTHWEST, 0.5 KM (0.3 MI) SOUTH-SOUTHEAST OF A HIGH TENSION
 AX2826'POWERLINE CROSSING, 19.5 M (64.5 FT) WEST-SOUTHWEST OF THE CENTERLINE
 AX2826'OF THE HIGHWAY, 5.7 M (19.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 AX2826'ROAD, 11.2 M (37.0 FT) NORTH-NORTHWEST OF A TELEPHONE POLE, 1.0 M
 AX2826'(3.5 FT) OF A 20-CM CEDAR FENCE CORNER POST.
 AX2826'THE MARK IS 1.0 METERS  ENE FROM A WITNESS POST.
 AX2826'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
 AX2826
 AX2826                          STATION RECOVERY (2004)
 AX2826
 AX2826'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1947 ***********************************************************************
 AX1947  DESIGNATION -  N 857
 AX1947  PID         -  AX1947
 AX1947  STATE/COUNTY-  TX/KARNES
 AX1947  USGS QUAD   -  GARFIELD (1987)
 AX1947
 AX1947                         *CURRENT SURVEY CONTROL
 AX1947  ___________________________________________________________________
 AX1947* NAD 83(1986)-  29 06 23.     (N)    097 41 05.     (W)     SCALED    
 AX1947* NAVD 88     -       139.49   (+/-2cm)     457.6    (feet)  VERTCON   
 AX1947  ___________________________________________________________________
 AX1947  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AX1947
 AX1947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1947
 AX1947.The horizontal coordinates were scaled from a topographic map and have
 AX1947.an estimated accuracy of +/- 6 seconds.
 AX1947
 AX1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1947.The vertical order pertains to the NGVD 29 superseded value.
 AX1947
 AX1947.The geoid height was determined by GEOID03.
 AX1947
 AX1947;                    North         East    Units  Estimated Accuracy
 AX1947;SPC TXSC     - 4,141,810.      728,010.      MT  (+/- 180 meters Scaled)
 AX1947
 AX1947                          SUPERSEDED SURVEY CONTROL
 AX1947
 AX1947  NGVD 29 (??/??/92)  139.457  (m)          457.54   (f) ADJ UNCH    2 0
 AX1947
 AX1947.Superseded values are not recommended for survey control.
 AX1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1947.See file dsdata.txt to determine how the superseded data were derived.
 AX1947
 AX1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT279204(NAD 83)
 AX1947_MARKER: DB = BENCH MARK DISK
 AX1947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1947_SP_SET: CULVERT
 AX1947_STAMPING: N 857 1943
 AX1947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1947
 AX1947  HISTORY     - Date     Condition        Report By
 AX1947  HISTORY     - 1943     MONUMENTED       CGS
 AX1947  HISTORY     - 1963     GOOD             USGS
 AX1947
 AX1947                          STATION DESCRIPTION
 AX1947
 AX1947'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX1947'5.5 MI E FROM GILLETT.
 AX1947'ABOUT 5.5 MILES EAST ALONG STATE HIGHWAY 119 FROM THE FOUR CORNERS AT
 AX1947'GILLETT, KARNES COUNTY, TO A DIRT ROAD CROSSING THE HIGHWAY, NORTHEAST
 AX1947'ALONG DIRT ROAD ABOUT 0.8 MILE, ABOUT 0.2 MILE SOUTHWEST OF A T ROAD,
 AX1947'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 2- BY
 AX1947'4-FOOT CONCRETE BOX CULVERT, 12.7 FEET SOUTHEAST OF THE CENTER LINE OF
 AX1947'THE ROAD, AND ABOUT 0.8 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1633 ***********************************************************************
 AN1633  DESIGNATION -  N 858
 AN1633  PID         -  AN1633
 AN1633  STATE/COUNTY-  TX/DE WITT
 AN1633  USGS QUAD   -  RUNGE (1987)
 AN1633
 AN1633                         *CURRENT SURVEY CONTROL
 AN1633  ___________________________________________________________________
 AN1633* NAD 83(1986)-  28 58 07.     (N)    097 41 30.     (W)     SCALED    
 AN1633* NAVD 88     -       138.92   (+/-2cm)     455.8    (feet)  VERTCON   
 AN1633  ___________________________________________________________________
 AN1633  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AN1633
 AN1633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1633
 AN1633.The horizontal coordinates were scaled from a topographic map and have
 AN1633.an estimated accuracy of +/- 6 seconds.
 AN1633
 AN1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1633.The vertical order pertains to the NGVD 29 superseded value.
 AN1633
 AN1633.The geoid height was determined by GEOID03.
 AN1633
 AN1633;                    North         East    Units  Estimated Accuracy
 AN1633;SPC TXSC     - 4,126,530.      727,500.      MT  (+/- 180 meters Scaled)
 AN1633
 AN1633                          SUPERSEDED SURVEY CONTROL
 AN1633
 AN1633  NGVD 29 (??/??/92)  138.894  (m)          455.69   (f) ADJ UNCH    2 0
 AN1633
 AN1633.Superseded values are not recommended for survey control.
 AN1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1633.See file dsdata.txt to determine how the superseded data were derived.
 AN1633
 AN1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT274052(NAD 83)
 AN1633_MARKER: DB = BENCH MARK DISK
 AN1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1633_STAMPING: N 858 1943
 AN1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1633+STABILITY: SURFACE MOTION
 AN1633
 AN1633  HISTORY     - Date     Condition        Report By
 AN1633  HISTORY     - 1943     MONUMENTED       CGS
 AN1633
 AN1633                          STATION DESCRIPTION
 AN1633
 AN1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1633'0.9 MI W FROM NORDHEIM.
 AN1633'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 AN1633'NORDHEIM, DE WITT COUNTY, THENCE ABOUT 6.0 MILES NORTHWEST ALONG A
 AN1633'DIRT ROAD.  ABOUT 0.15 MILE NORTH OF THE SOUTH END OF A DOUBLE TURN IN
 AN1633'THE ROAD, ABOUT 0.05 MILE SOUTH OF THE NORTH END OF THE TURN, 27.6
 AN1633'FEET EAST OF THE CENTER LINE OF THE ROAD, 4.7 FEET EAST OF THE EAST
 AN1633'RIGHT-OF-WAY FENCE, 2.9 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AN1633'ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED N 858
 AN1633'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT
 AN1633'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1965 ***********************************************************************
 AX1965  DESIGNATION -  N 859
 AX1965  PID         -  AX1965
 AX1965  STATE/COUNTY-  TX/DE WITT
 AX1965  USGS QUAD   -  NEW DAVY (1987)
 AX1965
 AX1965                         *CURRENT SURVEY CONTROL
 AX1965  ___________________________________________________________________
 AX1965* NAD 83(1986)-  29 05 47.     (N)    097 35 14.     (W)     SCALED    
 AX1965* NAVD 88     -       130.51   (+/-2cm)     428.2    (feet)  VERTCON   
 AX1965  ___________________________________________________________________
 AX1965  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX1965
 AX1965  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1965
 AX1965.The horizontal coordinates were scaled from a topographic map and have
 AX1965.an estimated accuracy of +/- 6 seconds.
 AX1965
 AX1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1965.The vertical order pertains to the NGVD 29 superseded value.
 AX1965
 AX1965.The geoid height was determined by GEOID03.
 AX1965
 AX1965;                    North         East    Units  Estimated Accuracy
 AX1965;SPC TXSC     - 4,140,810.      737,510.      MT  (+/- 180 meters Scaled)
 AX1965
 AX1965                          SUPERSEDED SURVEY CONTROL
 AX1965
 AX1965  NGVD 29 (??/??/92)  130.488  (m)          428.11   (f) ADJ UNCH    2 0
 AX1965
 AX1965.Superseded values are not recommended for survey control.
 AX1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1965.See file dsdata.txt to determine how the superseded data were derived.
 AX1965
 AX1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT374194(NAD 83)
 AX1965_MARKER: DB = BENCH MARK DISK
 AX1965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1965_SP_SET: CULVERT
 AX1965_STAMPING: N 859 1943
 AX1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1965
 AX1965  HISTORY     - Date     Condition        Report By
 AX1965  HISTORY     - 1943     MONUMENTED       CGS
 AX1965
 AX1965                          STATION DESCRIPTION
 AX1965
 AX1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1965'3.05 MI S FROM NOPAL.
 AX1965'TO REACH FROM THE POST OFFICE AT NOPAL, PROCEED 3.05 MILES SOUTHERLY
 AX1965'ALONG A DIRT ROAD TO A CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH
 AX1965'MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHEAST END OF THE
 AX1965'SOUTHWEST WINGWALL OF A 4X12 FOOT CONCRETE BOX CULVERT UNDER THE ROAD.
 AX1965'IT IS 0.1 MILE NORTH OF THE INTERSECTION OF A DIRT ROAD LEADING EAST,
 AX1965'13.5 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1965'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1368 ***********************************************************************
 BY1368  DESIGNATION -  N 86
 BY1368  PID         -  BY1368
 BY1368  STATE/COUNTY-  TX/HOUSTON
 BY1368  USGS QUAD   -  CROCKETT (1950)
 BY1368
 BY1368                         *CURRENT SURVEY CONTROL
 BY1368  ___________________________________________________________________
 BY1368* NAD 83(1986)-  31 18 58.     (N)    095 27 39.     (W)     SCALED    
 BY1368* NAVD 88     -       107.509  (meters)     352.72   (feet)  ADJUSTED  
 BY1368  ___________________________________________________________________
 BY1368  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1368  DYNAMIC HT  -         107.374 (meters)     352.28  (feet)  COMP
 BY1368  MODELED GRAV-     979,386.3   (mgal)                       NAVD 88
 BY1368
 BY1368  VERT ORDER  -  FIRST     CLASS II
 BY1368
 BY1368.The horizontal coordinates were scaled from a topographic map and have
 BY1368.an estimated accuracy of +/- 6 seconds.
 BY1368
 BY1368.The orthometric height was determined by differential leveling
 BY1368.and adjusted by the National Geodetic Survey in June 1991..
 BY1368
 BY1368.The geoid height was determined by GEOID03.
 BY1368
 BY1368.The dynamic height is computed by dividing the NAVD 88
 BY1368.geopotential number by the normal gravity value computed on the
 BY1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1368.degrees latitude (g = 980.6199 gals.).
 BY1368
 BY1368.The modeled gravity was interpolated from observed gravity values.
 BY1368
 BY1368;                    North         East    Units  Estimated Accuracy
 BY1368;SPC TX C     - 3,193,010.    1,163,610.      MT  (+/- 180 meters Scaled)
 BY1368
 BY1368                          SUPERSEDED SURVEY CONTROL
 BY1368
 BY1368  NGVD 29 (??/??/92)  107.496  (m)          352.68   (f) ADJ UNCH    1 2
 BY1368
 BY1368.Superseded values are not recommended for survey control.
 BY1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1368.See file dsdata.txt to determine how the superseded data were derived.
 BY1368
 BY1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ658672(NAD 83)
 BY1368_MARKER: DB = BENCH MARK DISK
 BY1368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1368_SP_SET: WALL LEDGE
 BY1368_STAMPING: N 86 1932 352.713
 BY1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1368
 BY1368  HISTORY     - Date     Condition        Report By
 BY1368  HISTORY     - 1932     MONUMENTED       CGS
 BY1368  HISTORY     - 1960     GOOD             NGS
 BY1368  HISTORY     - 1980     GOOD             NGS
 BY1368  HISTORY     - 20040318 GOOD             INDIV
 BY1368
 BY1368                          STATION DESCRIPTION
 BY1368
 BY1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1368'IN CROCKETT.
 BY1368'AT CROCKETT, SET VERTICALLY IN THE WEST FACE OF THE MISSOURI PACIFIC
 BY1368'RAILROAD STATION BUILDING, 11.0 FEET SOUTH OF THE NORTHWEST CORNER OF
 BY1368'THE STATION, 1.0 FOOT NORTH OF THE NORTH EDGE OF A DOOR, 1.0 FOOT
 BY1368'SOUTH OF THE SOUTH EDGE OF A WINDOW, ABOUT 3 1/2 FEET ABOVE THE
 BY1368'WALKWAY, IN A LIMESTONE LEDGE IN THE WALL.
 BY1368
 BY1368                          STATION RECOVERY (1980)
 BY1368
 BY1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1368'RECOVERED IN GOOD CONDITION.
 BY1368
 BY1368                          STATION RECOVERY (2004)
 BY1368
 BY1368'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DMW)
 BY1368'THE BUILDING IS CURRENTLY THE HOUSTON COUNTY MUSEUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0698 ***********************************************************************
 AX0698  DESIGNATION -  N 860
 AX0698  PID         -  AX0698
 AX0698  STATE/COUNTY-  TX/COLORADO
 AX0698  USGS QUAD   -  SHERIDAN NE (1981)
 AX0698
 AX0698                         *CURRENT SURVEY CONTROL
 AX0698  ___________________________________________________________________
 AX0698* NAD 83(1986)-  29 28 06.     (N)    096 31 25.     (W)     SCALED    
 AX0698* NAVD 88     -        58.14   (+/-2cm)     190.7    (feet)  VERTCON   
 AX0698  ___________________________________________________________________
 AX0698  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0698
 AX0698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0698
 AX0698.The horizontal coordinates were scaled from a topographic map and have
 AX0698.an estimated accuracy of +/- 6 seconds.
 AX0698
 AX0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0698.The vertical order pertains to the NGVD 29 superseded value.
 AX0698
 AX0698.The geoid height was determined by GEOID03.
 AX0698
 AX0698;                    North         East    Units  Estimated Accuracy
 AX0698;SPC TXSC     - 4,183,740.      840,150.      MT  (+/- 180 meters Scaled)
 AX0698
 AX0698                          SUPERSEDED SURVEY CONTROL
 AX0698
 AX0698  NGVD 29 (??/??/92)   58.136  (m)          190.73   (f) ADJ UNCH    2 0
 AX0698
 AX0698.Superseded values are not recommended for survey control.
 AX0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0698.See file dsdata.txt to determine how the superseded data were derived.
 AX0698
 AX0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT401624(NAD 83)
 AX0698_MARKER: DB = BENCH MARK DISK
 AX0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0698_STAMPING: N 860 1943
 AX0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0698+STABILITY: SURFACE MOTION
 AX0698
 AX0698  HISTORY     - Date     Condition        Report By
 AX0698  HISTORY     - 1943     MONUMENTED       CGS
 AX0698  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0698
 AX0698                          STATION DESCRIPTION
 AX0698
 AX0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0698'6.9 MI SE FROM ROCK ISLAND.
 AX0698'6.9 MI. S.E. ALONG THE COUNTY ROAD FROM THE STATION AT ROCK ISLAND,
 AX0698'SET AT 90-DEGREE TURN FROM THE W. TO THE S., 33 FEET N.E. OF THE
 AX0698'CENTERLINE OF THE ROAD, 15 FEET W. OF THE CENTERLINE OF THE PRIVATE
 AX0698'ROAD LEADING N. TO HOUSE, 2.7 FEET S.W. OF THE W. CONCRETE GATE POST,
 AX0698'2 FEET N. OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE
 AX0698'POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 AX0698
 AX0698                          STATION RECOVERY (1965)
 AX0698
 AX0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0944 ***********************************************************************
 AN0944  DESIGNATION -  N 861
 AN0944  PID         -  AN0944
 AN0944  STATE/COUNTY-  TX/GOLIAD
 AN0944  USGS QUAD   -  MELO (1987)
 AN0944
 AN0944                         *CURRENT SURVEY CONTROL
 AN0944  ___________________________________________________________________
 AN0944* NAD 83(1986)-  28 35 23.     (N)    097 24 12.     (W)     SCALED    
 AN0944* NAVD 88     -        56.46   (+/-2cm)     185.2    (feet)  VERTCON   
 AN0944  ___________________________________________________________________
 AN0944  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0944
 AN0944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0944
 AN0944.The horizontal coordinates were scaled from a topographic map and have
 AN0944.an estimated accuracy of +/- 6 seconds.
 AN0944
 AN0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0944.The vertical order pertains to the NGVD 29 superseded value.
 AN0944
 AN0944.The geoid height was determined by GEOID03.
 AN0944
 AN0944;                    North         East    Units  Estimated Accuracy
 AN0944;SPC TXSC     - 4,084,900.      756,180.      MT  (+/- 180 meters Scaled)
 AN0944
 AN0944                          SUPERSEDED SURVEY CONTROL
 AN0944
 AN0944  NGVD 29 (??/??/92)   56.527  (m)          185.46   (f) ADJ UNCH    2 0
 AN0944
 AN0944.Superseded values are not recommended for survey control.
 AN0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0944.See file dsdata.txt to determine how the superseded data were derived.
 AN0944
 AN0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS561635(NAD 83)
 AN0944_MARKER: DB = BENCH MARK DISK
 AN0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0944_STAMPING: N 861 1943
 AN0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0944+STABILITY: SURFACE MOTION
 AN0944
 AN0944  HISTORY     - Date     Condition        Report By
 AN0944  HISTORY     - 1943     MONUMENTED       CGS
 AN0944
 AN0944                          STATION DESCRIPTION
 AN0944
 AN0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0944'6.1 MI S FROM GOLIAD.
 AN0944'6.1 MILES SOUTH ALONG A COUNTY ROAD FROM THE COURTHOUSE AT GOLIAD,
 AN0944'GOLIAD COUNTY, NEAR THE SUMMIT OF A LONG HILL SLOPING TO THE SOUTH, 41
 AN0944'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1.6 FEET NORTH OF A WHITE
 AN0944'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 861 1943 AND SET IN
 AN0944'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0965 ***********************************************************************
 AN0965  DESIGNATION -  N 862
 AN0965  PID         -  AN0965
 AN0965  STATE/COUNTY-  TX/GOLIAD
 AN0965  USGS QUAD   -  FANNIN (1987)
 AN0965
 AN0965                         *CURRENT SURVEY CONTROL
 AN0965  ___________________________________________________________________
 AN0965* NAD 83(1986)-  28 38 35.     (N)    097 12 19.     (W)     SCALED    
 AN0965* NAVD 88     -        35.05   (+/-2cm)     115.0    (feet)  VERTCON   
 AN0965  ___________________________________________________________________
 AN0965  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0965
 AN0965  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0965
 AN0965.The horizontal coordinates were scaled from a topographic map and have
 AN0965.an estimated accuracy of +/- 6 seconds.
 AN0965
 AN0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0965.The vertical order pertains to the NGVD 29 superseded value.
 AN0965
 AN0965.The geoid height was determined by GEOID03.
 AN0965
 AN0965;                    North         East    Units  Estimated Accuracy
 AN0965;SPC TXSC     - 4,091,090.      775,460.      MT  (+/- 180 meters Scaled)
 AN0965
 AN0965                          SUPERSEDED SURVEY CONTROL
 AN0965
 AN0965  NGVD 29 (??/??/92)   35.154  (m)          115.33   (f) ADJ UNCH    2 0
 AN0965
 AN0965.Superseded values are not recommended for survey control.
 AN0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0965.See file dsdata.txt to determine how the superseded data were derived.
 AN0965
 AN0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS754697(NAD 83)
 AN0965_MARKER: DB = BENCH MARK DISK
 AN0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0965_STAMPING: N 862 1943
 AN0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0965+STABILITY: SURFACE MOTION
 AN0965
 AN0965  HISTORY     - Date     Condition        Report By
 AN0965  HISTORY     - 1943     MONUMENTED       CGS
 AN0965  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0965
 AN0965                          STATION DESCRIPTION
 AN0965
 AN0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0965'4.7 MI S FROM FANNIN.
 AN0965'4.7 MILES SOUTH ALONG A COUNTY ROAD FROM THE TEXAS AND NEW ORLEANS
 AN0965'RAILROAD STATION AT FANNIN, GOLIAD COUNTY, AT A T-ROAD JUNCTION, 34
 AN0965'FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 24 FEET WEST
 AN0965'OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 3 FEET SOUTH OF A FENCE
 AN0965'CORNER, 1.3 FEET WEST OF THE FENCE, AND 1.9 FEET NORTH OF A WHITE
 AN0965'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 862 1943 AND SET IN
 AN0965'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN0965
 AN0965                          STATION RECOVERY (1990)
 AN0965
 AN0965'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1489 ***********************************************************************
 AN1489  DESIGNATION -  N 863
 AN1489  PID         -  AN1489
 AN1489  STATE/COUNTY-  TX/BEE
 AN1489  USGS QUAD   -  SKIDMORE (1979)
 AN1489
 AN1489                         *CURRENT SURVEY CONTROL
 AN1489  ___________________________________________________________________
 AN1489* NAD 83(1986)-  28 15 08.     (N)    097 40 47.     (W)     SCALED    
 AN1489* NAVD 88     -        48.83   (+/-2cm)     160.2    (feet)  VERTCON   
 AN1489  ___________________________________________________________________
 AN1489  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1489
 AN1489  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1489
 AN1489.The horizontal coordinates were scaled from a topographic map and have
 AN1489.an estimated accuracy of +/- 6 seconds.
 AN1489
 AN1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1489.The vertical order pertains to the NGVD 29 superseded value.
 AN1489
 AN1489.The geoid height was determined by GEOID03.
 AN1489
 AN1489;                    North         East    Units  Estimated Accuracy
 AN1489;SPC TXSC     - 4,047,160.      729,560.      MT  (+/- 180 meters Scaled)
 AN1489
 AN1489                          SUPERSEDED SURVEY CONTROL
 AN1489
 AN1489  NGVD 29 (??/??/92)   48.851  (m)          160.27   (f) ADJ UNCH    1 2
 AN1489
 AN1489.Superseded values are not recommended for survey control.
 AN1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1489.See file dsdata.txt to determine how the superseded data were derived.
 AN1489
 AN1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS295258(NAD 83)
 AN1489_MARKER: DB = BENCH MARK DISK
 AN1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1489_STAMPING: N-863 1943
 AN1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1489+STABILITY: SURFACE MOTION
 AN1489
 AN1489  HISTORY     - Date     Condition        Report By
 AN1489  HISTORY     - 1943     MONUMENTED       CGS
 AN1489  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1489  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1489  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1489
 AN1489                          STATION DESCRIPTION
 AN1489
 AN1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1489'IN SKIDMORE.
 AN1489'AT SKIDMORE ALONG THE TEXAS AND NEW ORLEANS RAILROAD, ABOUT 125 FEET
 AN1489'EAST OF THE STATION, 40 FEET NORTHWEST OF THE CENTER-LINE OF THE ROAD,
 AN1489'38 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 9 FEET
 AN1489'NORTH OF A POLE, 1.5 FEET SOUTHEAST OF REFERENCE POST.  BENCH MARK
 AN1489'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE
 AN1489'GROUND.
 AN1489
 AN1489                          STATION RECOVERY (1975)
 AN1489
 AN1489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1489'MARK NOT FOUND.
 AN1489
 AN1489                          STATION RECOVERY (1981)
 AN1489
 AN1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1489'SEARCHED FOR, NOT RECOVERED.
 AN1489
 AN1489                          STATION RECOVERY (1987)
 AN1489
 AN1489'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1455 ***********************************************************************
 AN1455  DESIGNATION -  N 864
 AN1455  PID         -  AN1455
 AN1455  STATE/COUNTY-  TX/BEE
 AN1455  USGS QUAD   -  REFUGIO SW (1978)
 AN1455
 AN1455                         *CURRENT SURVEY CONTROL
 AN1455  ___________________________________________________________________
 AN1455* NAD 83(1986)-  28 21 48.     (N)    097 24 46.     (W)     SCALED    
 AN1455* NAVD 88     -        23.72   (+/-2cm)      77.8    (feet)  VERTCON   
 AN1455  ___________________________________________________________________
 AN1455  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1455
 AN1455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1455
 AN1455.The horizontal coordinates were scaled from a topographic map and have
 AN1455.an estimated accuracy of +/- 6 seconds.
 AN1455
 AN1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1455.The vertical order pertains to the NGVD 29 superseded value.
 AN1455
 AN1455.The geoid height was determined by GEOID03.
 AN1455
 AN1455;                    North         East    Units  Estimated Accuracy
 AN1455;SPC TXSC     - 4,059,800.      755,590.      MT  (+/- 180 meters Scaled)
 AN1455
 AN1455                          SUPERSEDED SURVEY CONTROL
 AN1455
 AN1455  NGVD 29 (??/??/92)   23.827  (m)           78.17   (f) ADJ UNCH    2 0
 AN1455
 AN1455.Superseded values are not recommended for survey control.
 AN1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1455.See file dsdata.txt to determine how the superseded data were derived.
 AN1455
 AN1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS555384(NAD 83)
 AN1455_MARKER: DB = BENCH MARK DISK
 AN1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1455_STAMPING: N 864 1943
 AN1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1455+STABILITY: SURFACE MOTION
 AN1455
 AN1455  HISTORY     - Date     Condition        Report By
 AN1455  HISTORY     - 1943     MONUMENTED       CGS
 AN1455  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1455  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1455  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1455
 AN1455                          STATION DESCRIPTION
 AN1455
 AN1455'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1455'3.5 MI S FROM BLANCONIA.
 AN1455'3.5 MILES SOUTH OF BLANCONIA, BEE COUNTY.  THIS BENCH MARK MAY BE
 AN1455'REACHED FROM THE CATHOLIC CHURCH BY GOING 0.6 MILE SOUTH ALONG A
 AN1455'COUNTY ROAD, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 202, AND THENCE
 AN1455'2.1 MILES SOUTH ALONG A COUNTY ROAD.  IT IS 0.15 MILE NORTHEAST OF A
 AN1455'SHARP TURN IN THE ROAD, 21 FEET NORTH-EAST OF THE CENTERLINE OF THE
 AN1455'ROAD, NEAR THE INTERSECTION OF FENCES, 4.4 FEET
 AN1455'SOUTHEAST-AND-SOUTHWEST FENCE, 0.8 FOOT NORTHEAST OF THE RIGHT-OF-WAY
 AN1455'FENCE, AND 1.6 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST. A
 AN1455'STANDARD DISK, STAMPED N 864 1943 AND SET IN THE TOP OF A CONCRETE
 AN1455'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1455
 AN1455                          STATION RECOVERY (1973)
 AN1455
 AN1455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1455'MARK NOT FOUND.
 AN1455
 AN1455                          STATION RECOVERY (1996)
 AN1455
 AN1455'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0768 ***********************************************************************
 AX0768  DESIGNATION -  N 867
 AX0768  PID         -  AX0768
 AX0768  STATE/COUNTY-  TX/LAVACA
 AX0768  USGS QUAD   -  EZZELL (1981)
 AX0768
 AX0768                         *CURRENT SURVEY CONTROL
 AX0768  ___________________________________________________________________
 AX0768* NAD 83(1986)-  29 17 12.     (N)    096 52 58.     (W)     SCALED    
 AX0768* NAVD 88     -        52.03   (+/-2cm)     170.7    (feet)  VERTCON   
 AX0768  ___________________________________________________________________
 AX0768  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0768
 AX0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0768
 AX0768.The horizontal coordinates were scaled from a topographic map and have
 AX0768.an estimated accuracy of +/- 6 seconds.
 AX0768
 AX0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0768.The vertical order pertains to the NGVD 29 superseded value.
 AX0768
 AX0768.The geoid height was determined by GEOID03.
 AX0768
 AX0768;                    North         East    Units  Estimated Accuracy
 AX0768;SPC TXSC     - 4,162,930.      805,690.      MT  (+/- 180 meters Scaled)
 AX0768
 AX0768                          SUPERSEDED SURVEY CONTROL
 AX0768
 AX0768  NGVD 29 (??/??/92)   52.035  (m)          170.72   (f) ADJ UNCH    2 0
 AX0768
 AX0768.Superseded values are not recommended for survey control.
 AX0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0768.See file dsdata.txt to determine how the superseded data were derived.
 AX0768
 AX0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT056416(NAD 83)
 AX0768_MARKER: DB = BENCH MARK DISK
 AX0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0768_STAMPING: N 867 1943
 AX0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0768+STABILITY: SURFACE MOTION
 AX0768
 AX0768  HISTORY     - Date     Condition        Report By
 AX0768  HISTORY     - 1943     MONUMENTED       CGS
 AX0768  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0768
 AX0768                          STATION DESCRIPTION
 AX0768
 AX0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0768'1.15 MI NE FROM EZZELL.
 AX0768'TO REACH FROM THE SCHOOLHOUSE AT EZZELL-- PROCEED 1.15 MILES
 AX0768'NORTHEASTERLY ALONG THE EZZELL-HALLETTSVILLE ROAD TO SITE OF BENCH
 AX0768'MARK.  BENCH MARK IS ON THE OUTSIDE OF A RIGHT ANGLE CURVE, 27.0 FEET
 AX0768'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, AND
 AX0768'18.0 FEET NORTH OF THE CENTERLINE OF A WOODEN GATE.  IT IS 6.0 FEET
 AX0768'NORTHWEST OF A FENCE CORNER, 1.0 FOOT SOUTHWEST OF THE RIGHT-OF-WAY
 AX0768'FENCE, AND 3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.
 AX0768'MONUMENT PROJECTS 0.5 FOOT.  STAMPED N 867 1943.
 AX0768
 AX0768                          STATION RECOVERY (1997)
 AX0768
 AX0768'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1703 ***********************************************************************
 AX1703  DESIGNATION -  N 868
 AX1703  PID         -  AX1703
 AX1703  STATE/COUNTY-  TX/VICTORIA
 AX1703  USGS QUAD   -  FORDTRAN (1987)
 AX1703
 AX1703                         *CURRENT SURVEY CONTROL
 AX1703  ___________________________________________________________________
 AX1703* NAD 83(1986)-  29 01 14.     (N)    097 01 26.     (W)     SCALED    
 AX1703* NAVD 88     -        56.73   (+/-2cm)     186.1    (feet)  VERTCON   
 AX1703  ___________________________________________________________________
 AX1703  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX1703
 AX1703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1703
 AX1703.The horizontal coordinates were scaled from a topographic map and have
 AX1703.an estimated accuracy of +/- 6 seconds.
 AX1703
 AX1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1703.The vertical order pertains to the NGVD 29 superseded value.
 AX1703
 AX1703.The geoid height was determined by GEOID03.
 AX1703
 AX1703;                    North         East    Units  Estimated Accuracy
 AX1703;SPC TXSC     - 4,133,200.      792,480.      MT  (+/- 180 meters Scaled)
 AX1703
 AX1703                          SUPERSEDED SURVEY CONTROL
 AX1703
 AX1703  NGVD 29 (??/??/92)   56.768  (m)          186.25   (f) ADJ UNCH    2 0
 AX1703
 AX1703.Superseded values are not recommended for survey control.
 AX1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1703.See file dsdata.txt to determine how the superseded data were derived.
 AX1703
 AX1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT924118(NAD 83)
 AX1703_MARKER: DB = BENCH MARK DISK
 AX1703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1703_SP_SET: CULVERT
 AX1703_STAMPING: N 868 1943
 AX1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1703
 AX1703  HISTORY     - Date     Condition        Report By
 AX1703  HISTORY     - 1943     MONUMENTED       CGS
 AX1703
 AX1703                          STATION DESCRIPTION
 AX1703
 AX1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1703'9.7 MI NE FROM NURSERY.
 AX1703'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 9.7 MILES
 AX1703'NORTHEASTERLY ALONG THE NURSERY-FORDTRAN ROAD TO SITE OF BENCH MARK.
 AX1703'BENCH MARK IS 16.0 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN
 AX1703'ENTRANCE TO AUXILIARY FLYING FIELD NO.6, AND 16.0 FEET NORTHWEST OF
 AX1703'AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF ROAD.  IT IS SET
 AX1703'HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 AX1703'CONCRETE CULVERT UNDER THE ENTRANCE TO THE FLYING FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0864 ***********************************************************************
 AX0864  DESIGNATION -  N 869
 AX0864  PID         -  AX0864
 AX0864  STATE/COUNTY-  TX/JACKSON
 AX0864  USGS QUAD   -  NAVIDAD (1981)
 AX0864
 AX0864                         *CURRENT SURVEY CONTROL
 AX0864  ___________________________________________________________________
 AX0864* NAD 83(1986)-  29 03 51.     (N)    096 47 46.     (W)     SCALED    
 AX0864* NAVD 88     -        23.43   (+/-2cm)      76.9    (feet)  VERTCON   
 AX0864  ___________________________________________________________________
 AX0864  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0864
 AX0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0864
 AX0864.The horizontal coordinates were scaled from a topographic map and have
 AX0864.an estimated accuracy of +/- 6 seconds.
 AX0864
 AX0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0864.The vertical order pertains to the NGVD 29 superseded value.
 AX0864
 AX0864.The geoid height was determined by GEOID03.
 AX0864
 AX0864;                    North         East    Units  Estimated Accuracy
 AX0864;SPC TXSC     - 4,138,430.      814,570.      MT  (+/- 180 meters Scaled)
 AX0864
 AX0864                          SUPERSEDED SURVEY CONTROL
 AX0864
 AX0864  NGVD 29 (??/??/92)   23.467  (m)           76.99   (f) ADJ UNCH    2 0
 AX0864
 AX0864.Superseded values are not recommended for survey control.
 AX0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0864.See file dsdata.txt to determine how the superseded data were derived.
 AX0864
 AX0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT145171(NAD 83)
 AX0864_MARKER: DB = BENCH MARK DISK
 AX0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0864_STAMPING: N 869 1943
 AX0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0864+STABILITY: SURFACE MOTION
 AX0864
 AX0864  HISTORY     - Date     Condition        Report By
 AX0864  HISTORY     - 1943     MONUMENTED       CGS
 AX0864
 AX0864                          STATION DESCRIPTION
 AX0864
 AX0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0864'2.1 MI W FROM NAVIDAD.
 AX0864'TO REACH FROM THE SCHOOL AT NAVIDAD-- PROCEED 2.1 MILES WESTERLY ALONG
 AX0864'A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 53.2 FEET NORTHEAST
 AX0864'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD, AND 28.7 FEET WEST
 AX0864'OF THE WEST CORNER OF A LARGE WHITE FRAME HOUSE OWNED BY J. H.
 AX0864'ROBINSON.  IT IS 12.5 FEET NORTHWEST OF THE CENTERLINE OF A CATTLE
 AX0864'GUARD AND A PRIVATE ENTRANCE LEADING TO THE BACK OF THE HOUSE, 1.0
 AX0864'FOOT SOUTHWEST OF A YARD FENCE, AND 2.6 FEET SOUTHEAST OF A 4X4-INCH
 AX0864'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0800 ***********************************************************************
 BL0800  DESIGNATION -  N 87
 BL0800  PID         -  BL0800
 BL0800  STATE/COUNTY-  TX/WALKER
 BL0800  USGS QUAD   -  RIVERSIDE (1997)
 BL0800
 BL0800                         *CURRENT SURVEY CONTROL
 BL0800  ___________________________________________________________________
 BL0800* NAD 83(1986)-  30 47 15.     (N)    095 23 52.     (W)     SCALED    
 BL0800* NAVD 88     -        89.202  (meters)     292.66   (feet)  ADJUSTED  
 BL0800  ___________________________________________________________________
 BL0800  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL0800  DYNAMIC HT  -          89.087 (meters)     292.28  (feet)  COMP
 BL0800  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BL0800
 BL0800  VERT ORDER  -  FIRST     CLASS I
 BL0800
 BL0800.The horizontal coordinates were scaled from a topographic map and have
 BL0800.an estimated accuracy of +/- 6 seconds.
 BL0800
 BL0800.The orthometric height was determined by differential leveling
 BL0800.and adjusted by the National Geodetic Survey in June 1991..
 BL0800
 BL0800.The geoid height was determined by GEOID03.
 BL0800
 BL0800.The dynamic height is computed by dividing the NAVD 88
 BL0800.geopotential number by the normal gravity value computed on the
 BL0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0800.degrees latitude (g = 980.6199 gals.).
 BL0800
 BL0800.The modeled gravity was interpolated from observed gravity values.
 BL0800
 BL0800;                    North         East    Units  Estimated Accuracy
 BL0800;SPC TX C     - 3,134,730.    1,172,200.      MT  (+/- 180 meters Scaled)
 BL0800
 BL0800                          SUPERSEDED SURVEY CONTROL
 BL0800
 BL0800  NGVD 29 (12/23/87)   89.212  (m)          292.69   (f) ADJUSTED    1 1
 BL0800
 BL0800.Superseded values are not recommended for survey control.
 BL0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0800.See file dsdata.txt to determine how the superseded data were derived.
 BL0800
 BL0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ705085(NAD 83)
 BL0800_MARKER: DB = BENCH MARK DISK
 BL0800_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0800_SP_SET: HEADWALL
 BL0800_STAMPING: N 87 1932 292.880
 BL0800_MARK LOGO: CGS   
 BL0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0800+STABILITY: SURFACE MOTION
 BL0800
 BL0800  HISTORY     - Date     Condition        Report By
 BL0800  HISTORY     - 1932     MONUMENTED       CGS
 BL0800  HISTORY     - 1973     GOOD             NGS
 BL0800  HISTORY     - 1978     GOOD             NGS
 BL0800  HISTORY     - 1987     GOOD             NGS
 BL0800
 BL0800                          STATION DESCRIPTION
 BL0800
 BL0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0800'4.65 MI SWS FROM RIVERSIDE.
 BL0800'ABOUT 4.65 MILES SOUTHWEST AND SOUTH ALONG MISSOURI-PACIFIC RAILROAD
 BL0800'FROM THE CROSSING OF FARM ROAD 980, ABOUT 12 POLES SOUTH OF MILE POST
 BL0800'76, SET IN THE TOP CENTER OF THE WEST CONCRETE HEADWALL TO A 1
 BL0800'1/2-FOOT PIPE CULVERT UNDER THE TRACKS, 58 1/2 FEET SOUTHEAST OF A
 BL0800'TELEPHONE POLE, 35.8 FEET EAST OF A FENCE, 9.2 FEET WEST OF THE WEST
 BL0800'RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL.
 BL0800
 BL0800                          STATION RECOVERY (1978)
 BL0800
 BL0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0800'RECOVERED IN GOOD CONDITION.
 BL0800
 BL0800                          STATION RECOVERY (1987)
 BL0800
 BL0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0800'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 BL0800'DELETE--ABOUT 12 POLES SOUTH OF MILE POST 76, 58 1/2 FEET SOUTHEAST OF
 BL0800'A TELEPHONE POLE, AND 35.8 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0855 ***********************************************************************
 AX0855  DESIGNATION -  N 870
 AX0855  PID         -  AX0855
 AX0855  STATE/COUNTY-  TX/VICTORIA
 AX0855  USGS QUAD   -  PECK BRANCH (1981)
 AX0855
 AX0855                         *CURRENT SURVEY CONTROL
 AX0855  ___________________________________________________________________
 AX0855* NAD 83(1986)-  29 00 20.     (N)    096 55 29.     (W)     SCALED    
 AX0855* NAVD 88     -        38.88   (+/-2cm)     127.6    (feet)  VERTCON   
 AX0855  ___________________________________________________________________
 AX0855  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0855
 AX0855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0855
 AX0855.The horizontal coordinates were scaled from a topographic map and have
 AX0855.an estimated accuracy of +/- 6 seconds.
 AX0855
 AX0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0855.The vertical order pertains to the NGVD 29 superseded value.
 AX0855
 AX0855.The geoid height was determined by GEOID03.
 AX0855
 AX0855;                    North         East    Units  Estimated Accuracy
 AX0855;SPC TXSC     - 4,131,710.      802,170.      MT  (+/- 180 meters Scaled)
 AX0855
 AX0855                          SUPERSEDED SURVEY CONTROL
 AX0855
 AX0855  NGVD 29 (??/??/92)   38.918  (m)          127.68   (f) ADJ UNCH    2 0
 AX0855
 AX0855.Superseded values are not recommended for survey control.
 AX0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0855.See file dsdata.txt to determine how the superseded data were derived.
 AX0855
 AX0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT021103(NAD 83)
 AX0855_MARKER: DB = BENCH MARK DISK
 AX0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0855_STAMPING: N 870 1943
 AX0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0855+STABILITY: SURFACE MOTION
 AX0855
 AX0855  HISTORY     - Date     Condition        Report By
 AX0855  HISTORY     - 1943     MONUMENTED       CGS
 AX0855
 AX0855                          STATION DESCRIPTION
 AX0855
 AX0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0855'13.25 MI NW FROM INEZ.
 AX0855'TO REACH FROM THE RAILROAD STATION AT INEZ-- PROCEED 13.25 MILES
 AX0855'NORTHWESTERLY ALONG THE INEZ-SALEM-FORDTRAN ROAD TO SITE OF BENCH
 AX0855'MARK.  BENCH MARK IS ABOUT 0.3 MILE NORTHWEST OF A GRAY FRAME HOUSE ON
 AX0855'THE SOUTHWEST SIDE OF ROAD, AND ABOUT 0.2 MILE NORTHWEST OF A CONCRETE
 AX0855'CULVERT.  IT IS 31.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AX0855'THE CENTERLINE OF ROAD, 4.0 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 AX0855'AND 3.3 FEET NORTHEAST OF A 4X4 INCH WOODEN MARKER POST. MONUMENT
 AX0855'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0763 ***********************************************************************
 AB0763  DESIGNATION -  N 871
 AB0763  PID         -  AB0763
 AB0763  STATE/COUNTY-  TX/CAMERON
 AB0763  USGS QUAD   -  HARLINGEN (1983)
 AB0763
 AB0763                         *CURRENT SURVEY CONTROL
 AB0763  ___________________________________________________________________
 AB0763* NAD 83(1986)-  26 11 18.     (N)    097 43 20.     (W)     SCALED    
 AB0763* NAVD 88     -        12.266  (meters)      40.24   (feet)  ADJUSTED  
 AB0763  ___________________________________________________________________
 AB0763  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AB0763  DYNAMIC HT  -          12.246 (meters)      40.18  (feet)  COMP
 AB0763  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 AB0763
 AB0763  VERT ORDER  -  FIRST     CLASS II
 AB0763
 AB0763.The horizontal coordinates were scaled from a topographic map and have
 AB0763.an estimated accuracy of +/- 6 seconds.
 AB0763
 AB0763.The orthometric height was determined by differential leveling
 AB0763.and adjusted by the National Geodetic Survey in June 1991..
 AB0763
 AB0763.The geoid height was determined by GEOID03.
 AB0763
 AB0763.The dynamic height is computed by dividing the NAVD 88
 AB0763.geopotential number by the normal gravity value computed on the
 AB0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0763.degrees latitude (g = 980.6199 gals.).
 AB0763
 AB0763.The modeled gravity was interpolated from observed gravity values.
 AB0763
 AB0763;                    North         East    Units  Estimated Accuracy
 AB0763;SPC TX S     - 5,058,040.      377,740.      MT  (+/- 180 meters Scaled)
 AB0763
 AB0763                          SUPERSEDED SURVEY CONTROL
 AB0763
 AB0763  NGVD 29 (??/??/92)   12.373  (m)           40.59   (f) ADJ UNCH    1 2
 AB0763
 AB0763.Superseded values are not recommended for survey control.
 AB0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0763.See file dsdata.txt to determine how the superseded data were derived.
 AB0763
 AB0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP276971(NAD 83)
 AB0763_MARKER: DB = BENCH MARK DISK
 AB0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0763_SP_SET: CULVERT
 AB0763_STAMPING: N 871 1943
 AB0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0763
 AB0763  HISTORY     - Date     Condition        Report By
 AB0763  HISTORY     - 1943     MONUMENTED       CGS
 AB0763  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0763  HISTORY     - 1987     GOOD             USPSQD
 AB0763  HISTORY     - 1988     GOOD             USPSQD
 AB0763  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0763  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0763
 AB0763                          STATION DESCRIPTION
 AB0763
 AB0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0763'1.6 MI W FROM HARLINGEN.
 AB0763'BENCH MARK IS ABOUT 1.6 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AB0763'RAILROAD FROM THE STATION AT HARLINGEN.  IT IS 40.0 FEET SOUTH OF THE
 AB0763'CENTERLINE OF THE TRACKS, 30.0 FEET NORTH OF THE CENTERLINE OF U.S.
 AB0763'HIGHWAY NO. 83 AND SET HORIZONTALLY IN THE WEST END OF THE NORTH
 AB0763'HEADWALL OF CONCRETE BOX CULVERT UNDER THE HIGHWAY.
 AB0763
 AB0763                          STATION RECOVERY (1981)
 AB0763
 AB0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0763'MARK WAS NOT RECOVERED. A NEW HEADWALL AND BENCH MARK N 871 RESET 1970
 AB0763'WERE FOUND IN IMMEDIATE VICINITY.
 AB0763
 AB0763                          STATION RECOVERY (1987)
 AB0763
 AB0763'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0763'RECOVERED IN GOOD CONDITION.
 AB0763
 AB0763                          STATION RECOVERY (1988)
 AB0763
 AB0763'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0763'RECOVERED IN GOOD CONDITION.
 AB0763
 AB0763                          STATION RECOVERY (1991)
 AB0763
 AB0763'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0763'MARK NOT FOUND.
 AB0763
 AB0763                          STATION RECOVERY (1993)
 AB0763
 AB0763'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0764 ***********************************************************************
 AB0764  DESIGNATION -  N 871 RESET 1970
 AB0764  PID         -  AB0764
 AB0764  STATE/COUNTY-  TX/CAMERON
 AB0764  USGS QUAD   -  HARLINGEN (1983)
 AB0764
 AB0764                         *CURRENT SURVEY CONTROL
 AB0764  ___________________________________________________________________
 AB0764* NAD 83(1986)-  26 11 19.     (N)    097 43 20.     (W)     SCALED    
 AB0764* NAVD 88     -        12.516  (meters)      41.06   (feet)  ADJUSTED  
 AB0764  ___________________________________________________________________
 AB0764  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AB0764  DYNAMIC HT  -          12.495 (meters)      40.99  (feet)  COMP
 AB0764  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 AB0764
 AB0764  VERT ORDER  -  FIRST     CLASS II
 AB0764
 AB0764.The horizontal coordinates were scaled from a topographic map and have
 AB0764.an estimated accuracy of +/- 6 seconds.
 AB0764
 AB0764.The orthometric height was determined by differential leveling
 AB0764.and adjusted by the National Geodetic Survey in June 1991..
 AB0764
 AB0764.The geoid height was determined by GEOID03.
 AB0764
 AB0764.The dynamic height is computed by dividing the NAVD 88
 AB0764.geopotential number by the normal gravity value computed on the
 AB0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0764.degrees latitude (g = 980.6199 gals.).
 AB0764
 AB0764.The modeled gravity was interpolated from observed gravity values.
 AB0764
 AB0764;                    North         East    Units  Estimated Accuracy
 AB0764;SPC TX S     - 5,058,070.      377,740.      MT  (+/- 180 meters Scaled)
 AB0764
 AB0764                          SUPERSEDED SURVEY CONTROL
 AB0764
 AB0764.No superseded survey control is available for this station.
 AB0764
 AB0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP276972(NAD 83)
 AB0764_MARKER: DB = BENCH MARK DISK
 AB0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0764_SP_SET: CULVERT
 AB0764_STAMPING: N 871 RESET 1970
 AB0764_MARK LOGO: NGS   
 AB0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0764+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 AB0764
 AB0764  HISTORY     - Date     Condition        Report By
 AB0764  HISTORY     - 1970     MONUMENTED       TXHD
 AB0764  HISTORY     - 1981     GOOD             NGS
 AB0764  HISTORY     - 19910329 GOOD             USPSQD
 AB0764  HISTORY     - 19930212 GOOD             USPSQD
 AB0764  HISTORY     - 20040304 GOOD             GEOCAC
 AB0764
 AB0764                          STATION DESCRIPTION
 AB0764
 AB0764'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1970
 AB0764'1.6 MI W FROM HARLINGEN.
 AB0764'ABOUT 1.6 MILES WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AB0764'STATION AT HARLINGEN, 37.5 FEET SOUTH OF THE CENTER LINE OF THE
 AB0764'TRACKS, 36.5 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 83 NORTH
 AB0764'FRONTAGE ROAD AND SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL
 AB0764'OF A CONCRETE PIPE CULVERT UNDER THE NORTH FRONTAGE ROAD.
 AB0764
 AB0764                          STATION RECOVERY (1981)
 AB0764
 AB0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0764'2.7 KM (1.7 MI) WEST ALONG HARRISON AVENUE (U.S. HIGHWAY 83 BUSINESS)
 AB0764'FROM THE JUNCTION OF COMMERCE STREET IN HARLINGEN, SET IN THE TOP
 AB0764'CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 AB0764'0.1 KM (0.05 MI) EAST OF AN ENTRANCE RAMP TO WESTBOUND U.S. HIGHWAY 83
 AB0764'EXPRESSWAY, 8.5 METERS (28.0 FT) NORTH OF THE CENTERLINE OF THE
 AB0764'HIGHWAY, 14.9 METERS (49.0 FT) WEST OF THE EXTENDED CENTER OF A ROAD
 AB0764'UNDER THE EXPRESSWAY.
 AB0764
 AB0764                          STATION RECOVERY (1991)
 AB0764
 AB0764'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0764'RECOVERED IN GOOD CONDITION.
 AB0764
 AB0764                          STATION RECOVERY (1993)
 AB0764
 AB0764'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0764'RECOVERED IN GOOD CONDITION.
 AB0764
 AB0764                          STATION RECOVERY (2004)
 AB0764
 AB0764'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0764'RECOVERED IN GOOD CONDITION.  HANDHELD GPS INDICATED COORDINATES AS
 AB0764'N26 11 19.9 W097 43 20.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0348 ***********************************************************************
 AE0348  DESIGNATION -  N 872
 AE0348  PID         -  AE0348
 AE0348  STATE/COUNTY-  TX/HIDALGO
 AE0348  USGS QUAD   -  PHARR (1983)
 AE0348
 AE0348                         *CURRENT SURVEY CONTROL
 AE0348  ___________________________________________________________________
 AE0348* NAD 83(1986)-  26 11 42.     (N)    098 11 03.     (W)     SCALED    
 AE0348* NAVD 88     -        34.688  (meters)     113.81   (feet)  ADJUSTED  
 AE0348  ___________________________________________________________________
 AE0348  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE0348  DYNAMIC HT  -          34.631 (meters)     113.62  (feet)  COMP
 AE0348  MODELED GRAV-     978,995.7   (mgal)                       NAVD 88
 AE0348
 AE0348  VERT ORDER  -  FIRST     CLASS II
 AE0348
 AE0348.The horizontal coordinates were scaled from a topographic map and have
 AE0348.an estimated accuracy of +/- 6 seconds.
 AE0348
 AE0348.The orthometric height was determined by differential leveling
 AE0348.and adjusted by the National Geodetic Survey in June 1991..
 AE0348.WARNING-Repeat measurements at this control monument indicate possible
 AE0348.vertical movement.
 AE0348
 AE0348.The geoid height was determined by GEOID03.
 AE0348
 AE0348.The dynamic height is computed by dividing the NAVD 88
 AE0348.geopotential number by the normal gravity value computed on the
 AE0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0348.degrees latitude (g = 980.6199 gals.).
 AE0348
 AE0348.The modeled gravity was interpolated from observed gravity values.
 AE0348
 AE0348;                    North         East    Units  Estimated Accuracy
 AE0348;SPC TX S     - 5,058,580.      331,570.      MT  (+/- 180 meters Scaled)
 AE0348
 AE0348                          SUPERSEDED SURVEY CONTROL
 AE0348
 AE0348.No superseded survey control is available for this station.
 AE0348
 AE0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP815975(NAD 83)
 AE0348_MARKER: DB = BENCH MARK DISK
 AE0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0348_SP_SET: CONCRETE BASE
 AE0348_STAMPING: N 872 1943
 AE0348_MARK LOGO: CGS   
 AE0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE0348+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 AE0348
 AE0348  HISTORY     - Date     Condition        Report By
 AE0348  HISTORY     - 1943     MONUMENTED       CGS
 AE0348  HISTORY     - 1981     GOOD             NGS
 AE0348  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0348  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0348  HISTORY     - 20040310 GOOD             GEOCAC
 AE0348
 AE0348                          STATION DESCRIPTION
 AE0348
 AE0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0348'IN PHARR.
 AE0348'BENCH MARK IS IN FRONT OF THE TELEGRAPH OFFICE AT THE MISSOURI PACIFIC
 AE0348'RAILROAD STATION AT PHARR, SET HORIZONTALLY IN THE SOUTHWEST CORNER OF
 AE0348'THE CONCRETE BASE OF SEMIPHORE.  IT IS 10.0 FEET NORTH OF AND ABOUT
 AE0348'1.0 FEET ABOVE THE CENTERLINE OF THE MAIN TRACK.
 AE0348
 AE0348                          STATION RECOVERY (1981)
 AE0348
 AE0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0348'IN PHARR, AT THE SITE OF THE OLD RAILROAD STATION, SET IN THE TOP AT
 AE0348'THE SOUTHWEST CORNER OF A 26 X 26 INCH CONCRETE SEMAPHORE BASE
 AE0348'PROJECTION 12 INCHES, 23.2 METERS (76.0 FT) NORTH OF THE CENTER OF
 AE0348'HIGHWAY 83 BUSINESS, 46.9 METERS (154.0 FT) WEST OF THE CENTER OF CAGE
 AE0348'BOULEVARD, 2.7 METERS (9.0 FT) NORTH OF THE NORTH RAIL OF THE MISSOURI
 AE0348'PACIFIC RAILROAD MAIN TRACK.
 AE0348'THE MARK IS 0.4 M ABOVE GROUND.
 AE0348
 AE0348                          STATION RECOVERY (1987)
 AE0348
 AE0348'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0348'MARK NOT FOUND.
 AE0348
 AE0348                          STATION RECOVERY (1987)
 AE0348
 AE0348'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0348'MARK NOT FOUND.
 AE0348
 AE0348                          STATION RECOVERY (2004)
 AE0348
 AE0348'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AE0348' 
 AE0348'RECOVERED IN GOOD CONDITION.  RAILROAD STATION, FOUNDATION AND
 AE0348'SEMAPHORE ARE GONE.  SEMAPHORE BASE STILL EXISTS BUT NOT IN GOOD
 AE0348'CONDTION.  RAILS SELDOM USED AND MAYBE REMOVED IN NEAR FUTURE.
 AE0348'HANDHELD GPS COORDINATES-   N26 11 43.0   W098 11 03.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0677 ***********************************************************************
 AE0677  DESIGNATION -  N 873
 AE0677  PID         -  AE0677
 AE0677  STATE/COUNTY-  TX/STARR
 AE0677  USGS QUAD   -  LA GRULLA (1965)
 AE0677
 AE0677                         *CURRENT SURVEY CONTROL
 AE0677  ___________________________________________________________________
 AE0677* NAD 83(1986)-  26 19 57.     (N)    098 43 45.     (W)     SCALED    
 AE0677* NAVD 88     -        47.750  (meters)     156.66   (feet)  ADJUSTED  
 AE0677  ___________________________________________________________________
 AE0677  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AE0677  DYNAMIC HT  -          47.671 (meters)     156.40  (feet)  COMP
 AE0677  MODELED GRAV-     978,991.5   (mgal)                       NAVD 88
 AE0677
 AE0677  VERT ORDER  -  FIRST     CLASS II
 AE0677
 AE0677.The horizontal coordinates were scaled from a topographic map and have
 AE0677.an estimated accuracy of +/- 6 seconds.
 AE0677
 AE0677.The orthometric height was determined by differential leveling
 AE0677.and adjusted by the National Geodetic Survey in June 1991..
 AE0677
 AE0677.The geoid height was determined by GEOID03.
 AE0677
 AE0677.The dynamic height is computed by dividing the NAVD 88
 AE0677.geopotential number by the normal gravity value computed on the
 AE0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0677.degrees latitude (g = 980.6199 gals.).
 AE0677
 AE0677.The modeled gravity was interpolated from observed gravity values.
 AE0677
 AE0677;                    North         East    Units  Estimated Accuracy
 AE0677;SPC TX S     - 5,073,790.      277,120.      MT  (+/- 180 meters Scaled)
 AE0677
 AE0677                          SUPERSEDED SURVEY CONTROL
 AE0677
 AE0677.No superseded survey control is available for this station.
 AE0677
 AE0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ270125(NAD 83)
 AE0677_MARKER: DB = BENCH MARK DISK
 AE0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0677_STAMPING: N 873 1943
 AE0677_MARK LOGO: CGS   
 AE0677_PROJECTION: PROJECTING 5 CENTIMETERS
 AE0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0677+STABILITY: SURFACE MOTION
 AE0677
 AE0677  HISTORY     - Date     Condition        Report By
 AE0677  HISTORY     - 1943     MONUMENTED       CGS
 AE0677  HISTORY     - 1965     GOOD             NGS
 AE0677  HISTORY     - 1981     GOOD             NGS
 AE0677  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0677
 AE0677                          STATION DESCRIPTION
 AE0677
 AE0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AE0677'1.7 MI W FROM GARCIASVILLE.
 AE0677'BENCH MARK IS ABOUT 1.7 MILES WESTERLY ALONG FARM ROAD 1430 FROM THE
 AE0677'UNION SCHOOL AT GARCIASVILLE, AND ABOUT 1.3 MILES EASTERLY ALONG FARM
 AE0677'ROAD 1430 FROM INTERSECTION OF FARM ROAD 1430 AND U.S. HIGHWAY NO 83,
 AE0677'ABOUT 35 FT SOUTHWEST OF THE CENTERLINE OF THE MISSOURI PACIFIC
 AE0677'RAILROAD, 19 FEET SOUTHWEST OF FARM ROAD 1430, 67 FEET SE OF THE
 AE0677'SOUTHEAST CORNER OF THE WOOD FRAME HOUSE, 3 FEET NORTHWEST OF A
 AE0677'TELEPHONE POLE, PROJECTS ABOUT 0.5 FEET.
 AE0677
 AE0677                          STATION RECOVERY (1981)
 AE0677
 AE0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0677'8.5 KM (5.25 MI) EAST ALONG U.S. HIGHWAY 83 EASTBOUND FROM THE
 AE0677'JUNCTION OF FARM ROAD 755 NORTH AT RIO GRANDE CITY, THENCE 2.2 KM
 AE0677'(1.35 MI) SOUTHEAST ALONG FARM ROAD 1430, ON THE PORPERTY OF MS.
 AE0677'BASAN, 43.9 METERS (144.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD, AND
 AE0677'13.7 METERS (45.0 FT) SOUTHWEST OF THE WEST CORNER OF THE HOUSE.
 AE0677'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 AE0677
 AE0677                          STATION RECOVERY (1987)
 AE0677
 AE0677'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7393 ***********************************************************************
 AH7393  DESIGNATION -  N 874 RESET
 AH7393  PID         -  AH7393
 AH7393  STATE/COUNTY-  TX/DE WITT
 AH7393  USGS QUAD   -  YORKTOWN WEST (1987)
 AH7393
 AH7393                         *CURRENT SURVEY CONTROL
 AH7393  ___________________________________________________________________
 AH7393* NAD 83(1986)-  28 56 22.     (N)    097 30 02.     (W)     SCALED    
 AH7393* NAVD 88     -        78.47   (+/-2cm)     257.4    (feet)  VERTCON   
 AH7393  ___________________________________________________________________
 AH7393  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AH7393
 AH7393  VERT ORDER  -  THIRD (See Below)
 AH7393
 AH7393.The horizontal coordinates were scaled from a topographic map and have
 AH7393.an estimated accuracy of +/- 6 seconds.
 AH7393
 AH7393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7393.The vertical order pertains to the NGVD 29 superseded value.
 AH7393
 AH7393.The geoid height was determined by GEOID03.
 AH7393
 AH7393;                    North         East    Units  Estimated Accuracy
 AH7393;SPC TXSC     - 4,123,520.      746,170.      MT  (+/- 180 meters Scaled)
 AH7393
 AH7393                          SUPERSEDED SURVEY CONTROL
 AH7393
 AH7393  NGVD 29 (01/29/03)   78.47   (m)          257.4    (f) RESET       3  
 AH7393
 AH7393.Superseded values are not recommended for survey control.
 AH7393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7393.See file dsdata.txt to determine how the superseded data were derived.
 AH7393
 AH7393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT461022(NAD 83)
 AH7393_MARKER: DV = VERTICAL CONTROL DISK
 AH7393_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH7393_SP_SET: BRIDGE WINGWALL
 AH7393_STAMPING: N 874 RESET 1998
 AH7393_MARK LOGO: NGS   
 AH7393_PROJECTION: FLUSH
 AH7393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7393
 AH7393  HISTORY     - Date     Condition        Report By
 AH7393  HISTORY     - 1998     MONUMENTED       TXDOT
 AH7393
 AH7393                          STATION DESCRIPTION
 AH7393
 AH7393'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (JP)
 AH7393'3.0 MILES (4.8 KM) SOUTH ALONG SH 119 FROM THE HIGH SCHOOL AT
 AH7393'YORKTOWN, AT A CONCRETE BRIDGE ACROSS SMITH CREEK.  IN THE TOP OF THE
 AH7393'CONCRETE BRIDGE RAIL ON THE SOUTHWEST CORNER WINGWALL, 8.0 FEET (2.4
 AH7393'M) NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE BRIDGE RAIL, 21 FEET
 AH7393'(6.4 M) NORTHWEST OF THE HIGHWAY CENTERLINE, 2.6 FEET (0.8 M) HIGHER
 AH7393'THAN THE ROADWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1609 ***********************************************************************
 AN1609  DESIGNATION -  N 876
 AN1609  PID         -  AN1609
 AN1609  STATE/COUNTY-  TX/BEE
 AN1609  USGS QUAD   -  TULSITA (1987)
 AN1609
 AN1609                         *CURRENT SURVEY CONTROL
 AN1609  ___________________________________________________________________
 AN1609* NAD 83(1986)-  28 38 10.     (N)    097 48 39.     (W)     SCALED    
 AN1609* NAVD 88     -        94.135  (meters)     308.84   (feet)  ADJUSTED  
 AN1609  ___________________________________________________________________
 AN1609  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AN1609  DYNAMIC HT  -          93.996 (meters)     308.39  (feet)  COMP
 AN1609  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 AN1609
 AN1609  VERT ORDER  -  FIRST     CLASS II
 AN1609
 AN1609.The horizontal coordinates were scaled from a topographic map and have
 AN1609.an estimated accuracy of +/- 6 seconds.
 AN1609
 AN1609.The orthometric height was determined by differential leveling
 AN1609.and adjusted by the National Geodetic Survey in June 1991..
 AN1609
 AN1609.The geoid height was determined by GEOID03.
 AN1609
 AN1609.The dynamic height is computed by dividing the NAVD 88
 AN1609.geopotential number by the normal gravity value computed on the
 AN1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1609.degrees latitude (g = 980.6199 gals.).
 AN1609
 AN1609.The modeled gravity was interpolated from observed gravity values.
 AN1609
 AN1609;                    North         East    Units  Estimated Accuracy
 AN1609;SPC TXSC     - 4,089,560.      716,270.      MT  (+/- 180 meters Scaled)
 AN1609
 AN1609                          SUPERSEDED SURVEY CONTROL
 AN1609
 AN1609  NGVD 29 (??/??/92)   94.134  (m)          308.84   (f) ADJ UNCH    1 2
 AN1609
 AN1609.Superseded values are not recommended for survey control.
 AN1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1609.See file dsdata.txt to determine how the superseded data were derived.
 AN1609
 AN1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS162682(NAD 83)
 AN1609_MARKER: DB = BENCH MARK DISK
 AN1609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1609_SP_SET: CULVERT
 AN1609_STAMPING: N 876 1943
 AN1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1609
 AN1609  HISTORY     - Date     Condition        Report By
 AN1609  HISTORY     - 1943     MONUMENTED       CGS
 AN1609  HISTORY     - 1981     GOOD             NGS
 AN1609  HISTORY     - 1987     GOOD             USPSQD
 AN1609
 AN1609                          STATION DESCRIPTION
 AN1609
 AN1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1609'1.3 MI N FROM PETTUS.
 AN1609'1.3 MILES NORTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1609'PETTUS, BEE COUNTY, 0.35 MILE NORTH OF MILEPOST 76, OPPOSITE THE NORTH
 AN1609'END OF TRESTLE 75.64, 58 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AN1609'TRACK, AT A 10- BY 10-FOOT CONCRETE CULVERT UNDER U.S. HIGHWAY 181, IN
 AN1609'THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL, 27.8 FEET
 AN1609'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET LOWER THAN THE
 AN1609'HIGHWAY.  A STANDARD DISK.
 AN1609
 AN1609                          STATION RECOVERY (1981)
 AN1609
 AN1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1609'2.2 KM (1.4 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1609'FARM ROAD 623 IN PETTUS, 0.3 METER (1.0 FT) SOUTHEAST OF THE NORTHWEST
 AN1609'END OF THE NORTHEAST HEADWALL OF A 3-METER BOX CULVERT UNDER THE
 AN1609'HIGHWAY, OPPOSITE THE NORTH END OF A RAILROAD BRIDGE, 10.0 METERS
 AN1609'(33.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.0 METERS
 AN1609'(56.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC
 AN1609'RAILROAD.
 AN1609'THE MARK IS 0.15 METERS  WSW FROM A WITNESS POST.
 AN1609'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AN1609
 AN1609                          STATION RECOVERY (1987)
 AN1609
 AN1609'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1708 ***********************************************************************
 AN1708  DESIGNATION -  N 877
 AN1708  PID         -  AN1708
 AN1708  STATE/COUNTY-  TX/GOLIAD
 AN1708  USGS QUAD   -  BERCLAIR NW (1987)
 AN1708
 AN1708                         *CURRENT SURVEY CONTROL
 AN1708  ___________________________________________________________________
 AN1708* NAD 83(1986)-  28 44 05.     (N)    097 41 03.     (W)     SCALED    
 AN1708* NAVD 88     -        81.67   (+/-2cm)     267.9    (feet)  VERTCON   
 AN1708  ___________________________________________________________________
 AN1708  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN1708
 AN1708  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1708
 AN1708.The horizontal coordinates were scaled from a topographic map and have
 AN1708.an estimated accuracy of +/- 6 seconds.
 AN1708
 AN1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1708.The vertical order pertains to the NGVD 29 superseded value.
 AN1708
 AN1708.The geoid height was determined by GEOID03.
 AN1708
 AN1708;                    North         East    Units  Estimated Accuracy
 AN1708;SPC TXSC     - 4,100,620.      728,530.      MT  (+/- 180 meters Scaled)
 AN1708
 AN1708                          SUPERSEDED SURVEY CONTROL
 AN1708
 AN1708  NGVD 29 (??/??/92)   81.671  (m)          267.95   (f) ADJ UNCH    2 0
 AN1708
 AN1708.Superseded values are not recommended for survey control.
 AN1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1708.See file dsdata.txt to determine how the superseded data were derived.
 AN1708
 AN1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS284793(NAD 83)
 AN1708_MARKER: DB = BENCH MARK DISK
 AN1708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1708_SP_SET: CULVERT
 AN1708_STAMPING: N 877 1943
 AN1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1708
 AN1708  HISTORY     - Date     Condition        Report By
 AN1708  HISTORY     - 1943     MONUMENTED       CGS
 AN1708  HISTORY     - 20060215 GOOD             USPSQD
 AN1708
 AN1708                          STATION DESCRIPTION
 AN1708
 AN1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1708'4.05 MI E FROM CHOATE.
 AN1708'TO REACH FROM THE SCHOOL BUILDING AT CHOATE, PROCEED 4.05 MILES
 AN1708'EASTERLY ALONG STATE HIGHWAY NO. 239 TO A CONCRETE CULVERT AND SITE OF
 AN1708'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END
 AN1708'OF THE SOUTH HEADWALL OF A 2X6 FOOT CONCRETE ANGLE BOX CULVERT UNDER
 AN1708'THE HIGHWAY.  IT IS 42.0 YARDS EAST OF THE END OF THE PAVEMENT AT THE
 AN1708'KARNES - GOLIAD COUNTY LINE, 22.6 FEET SOUTH OF AND ABOUT 0.5 FOOT
 AN1708'ABOVE THE CENTERLINE OF THE HIGHWAY.  NOTE-- THIS BENCH MARK IS ALSO
 AN1708'4.25 MILES WEST ALONG A WIDE DIRT ROAD FROM THE FOUR CORNERS AT
 AN1708'CHARCO.
 AN1708
 AN1708                          STATION RECOVERY (2006)
 AN1708
 AN1708'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1792 ***********************************************************************
 AN1792  DESIGNATION -  N 879
 AN1792  PID         -  AN1792
 AN1792  STATE/COUNTY-  TX/GOLIAD
 AN1792  USGS QUAD   -  BERCLAIR (1987)
 AN1792
 AN1792                         *CURRENT SURVEY CONTROL
 AN1792  ___________________________________________________________________
 AN1792* NAD 83(1986)-  28 36 25.     (N)    097 32 13.     (W)     SCALED    
 AN1792* NAVD 88     -        70.80   (+/-2cm)     232.3    (feet)  VERTCON   
 AN1792  ___________________________________________________________________
 AN1792  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN1792
 AN1792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1792
 AN1792.The horizontal coordinates were scaled from a topographic map and have
 AN1792.an estimated accuracy of +/- 6 seconds.
 AN1792
 AN1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1792.The vertical order pertains to the NGVD 29 superseded value.
 AN1792
 AN1792.The geoid height was determined by GEOID03.
 AN1792
 AN1792;                    North         East    Units  Estimated Accuracy
 AN1792;SPC TXSC     - 4,086,630.      743,080.      MT  (+/- 180 meters Scaled)
 AN1792
 AN1792                          SUPERSEDED SURVEY CONTROL
 AN1792
 AN1792  NGVD 29 (??/??/92)   70.844  (m)          232.43   (f) ADJ UNCH    2 0
 AN1792
 AN1792.Superseded values are not recommended for survey control.
 AN1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1792.See file dsdata.txt to determine how the superseded data were derived.
 AN1792
 AN1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS430653(NAD 83)
 AN1792_MARKER: DB = BENCH MARK DISK
 AN1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1792_STAMPING: N 879 1943
 AN1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1792+STABILITY: SURFACE MOTION
 AN1792
 AN1792  HISTORY     - Date     Condition        Report By
 AN1792  HISTORY     - 1943     MONUMENTED       CGS
 AN1792
 AN1792                          STATION DESCRIPTION
 AN1792
 AN1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1792'4.45 MI S FROM RIVERDALE.
 AN1792'TO REACH FROM THE SCHOOL BUILDING AT RIVERDALE, PROCEED 4.45 MILES
 AN1792'SOUTHERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 29.6
 AN1792'FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD. IT
 AN1792'IS 10.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE AND 2.8 FEET SOUTH OF
 AN1792'A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1248 ***********************************************************************
 BL1248  DESIGNATION -  N 88 RESET
 BL1248  PID         -  BL1248
 BL1248  STATE/COUNTY-  TX/MONTGOMERY
 BL1248  USGS QUAD   -  CONROE (1976)
 BL1248
 BL1248                         *CURRENT SURVEY CONTROL
 BL1248  ___________________________________________________________________
 BL1248* NAD 83(1986)-  30 18 29.     (N)    095 27 25.     (W)     SCALED    
 BL1248* NAVD 88     -        64.550  (meters)     211.78   (feet)  ADJUSTED  
 BL1248  ___________________________________________________________________
 BL1248  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1248  DYNAMIC HT  -          64.464 (meters)     211.50  (feet)  COMP
 BL1248  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 BL1248
 BL1248  VERT ORDER  -  FIRST     CLASS I
 BL1248
 BL1248.The horizontal coordinates were scaled from a topographic map and have
 BL1248.an estimated accuracy of +/- 6 seconds.
 BL1248
 BL1248.The orthometric height was determined by differential leveling
 BL1248.and adjusted by the National Geodetic Survey in June 1991..
 BL1248
 BL1248.The geoid height was determined by GEOID03.
 BL1248
 BL1248.The dynamic height is computed by dividing the NAVD 88
 BL1248.geopotential number by the normal gravity value computed on the
 BL1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1248.degrees latitude (g = 980.6199 gals.).
 BL1248
 BL1248.The modeled gravity was interpolated from observed gravity values.
 BL1248
 BL1248;                    North         East    Units  Estimated Accuracy
 BL1248;SPC TX C     - 3,081,380.    1,168,870.      MT  (+/- 180 meters Scaled)
 BL1248
 BL1248                          SUPERSEDED SURVEY CONTROL
 BL1248
 BL1248  NGVD 29 (12/23/87)   64.553  (m)          211.79   (f) ADJUSTED    1 1
 BL1248
 BL1248.Superseded values are not recommended for survey control.
 BL1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1248.See file dsdata.txt to determine how the superseded data were derived.
 BL1248
 BL1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP637554(NAD 83)
 BL1248_MARKER: DB = BENCH MARK DISK
 BL1248_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL1248_SP_SET: RETAINING WALL
 BL1248_STAMPING: N 88 RESET 1955
 BL1248_MARK LOGO: CGS   
 BL1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1248+STABILITY: SURFACE MOTION
 BL1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1248+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1248
 BL1248  HISTORY     - Date     Condition        Report By
 BL1248  HISTORY     - 1955     MONUMENTED       CGS
 BL1248  HISTORY     - 1973     GOOD             NGS
 BL1248  HISTORY     - 1978     GOOD             NGS
 BL1248  HISTORY     - 1987     GOOD             USPSQD
 BL1248  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1248  HISTORY     - 1987     GOOD             NGS
 BL1248  HISTORY     - 1990     GOOD             USPSQD
 BL1248  HISTORY     - 20040918 GOOD             USPSQD
 BL1248  HISTORY     - 20050929 GOOD             USPSQD
 BL1248
 BL1248                          STATION DESCRIPTION
 BL1248
 BL1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1248'IN CONROE.
 BL1248'ABOUT 0.05 MILE SOUTHWEST ALONG PACIFIC ST. FROM THE STATION AT
 BL1248'CONROE, THENCE 0.05 MILE SOUTH ALONG MAIN ST., AT THE CITY OF CONROE
 BL1248'WATER PUMP STATION, SET IN THE TOP SOUTHEAST CORNER OF A 7 X 10 FT.
 BL1248'CONCRETE RETAINING WALL AROUND THE VENTURI PIT, 52 FEET EAST OF THE
 BL1248'CENTER LINE OF MAIN ST., 34.7 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BL1248'NORTHWEST CHAIN LINK GATE TO THE STATION, 33.4 FEET SOUTHEAST OF A
 BL1248'POWER POLE SUPPORTING 3 TRANSFORMERS, 4.6 FEET NORTH OF THE NORTHWEST
 BL1248'CORNER OF THE BRICK BUILDING 0.4 FOOT WEST OF THE EAST SIDE OF THE
 BL1248'SOUTHEAST CORNER OF THE RETAINING WALL, AND 1/2-FOOT ABOVE THE LEVEL
 BL1248'OF THE ROAD.
 BL1248
 BL1248                          STATION RECOVERY (1978)
 BL1248
 BL1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1248'RECOVERED IN GOOD CONDITION.
 BL1248
 BL1248                          STATION RECOVERY (1987)
 BL1248
 BL1248'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL1248'RECOVERED IN GOOD CONDITION.
 BL1248
 BL1248                          STATION RECOVERY (1987)
 BL1248
 BL1248'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL1248'MARK NOT FOUND.
 BL1248
 BL1248                          STATION RECOVERY (1987)
 BL1248
 BL1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1248'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN CONROE, AT
 BL1248'104 SOUTH MAIN STREET, AT THE MAIN STREET WATER PLANT.
 BL1248
 BL1248                          STATION RECOVERY (1990)
 BL1248
 BL1248'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1248'RECOVERED IN GOOD CONDITION.
 BL1248
 BL1248                          STATION RECOVERY (2004)
 BL1248
 BL1248'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1248'RECOVERED IN GOOD CONDITION.
 BL1248
 BL1248                          STATION RECOVERY (2005)
 BL1248
 BL1248'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1248'FOUND AS DESCRIBED AT THE WATER PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1725 ***********************************************************************
 AN1725  DESIGNATION -  N 880
 AN1725  PID         -  AN1725
 AN1725  STATE/COUNTY-  TX/KARNES
 AN1725  USGS QUAD   -  CHOATE (1987)
 AN1725
 AN1725                         *CURRENT SURVEY CONTROL
 AN1725  ___________________________________________________________________
 AN1725* NAD 83(1986)-  28 51 47.     (N)    097 41 47.     (W)     SCALED    
 AN1725* NAVD 88     -        90.31   (+/-2cm)     296.3    (feet)  VERTCON   
 AN1725  ___________________________________________________________________
 AN1725  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN1725
 AN1725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1725
 AN1725.The horizontal coordinates were scaled from a topographic map and have
 AN1725.an estimated accuracy of +/- 6 seconds.
 AN1725
 AN1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1725.The vertical order pertains to the NGVD 29 superseded value.
 AN1725
 AN1725.The geoid height was determined by GEOID03.
 AN1725
 AN1725;                    North         East    Units  Estimated Accuracy
 AN1725;SPC TXSC     - 4,114,830.      727,170.      MT  (+/- 180 meters Scaled)
 AN1725
 AN1725                          SUPERSEDED SURVEY CONTROL
 AN1725
 AN1725  NGVD 29 (??/??/92)   90.296  (m)          296.25   (f) ADJ UNCH    2 0
 AN1725
 AN1725.Superseded values are not recommended for survey control.
 AN1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1725.See file dsdata.txt to determine how the superseded data were derived.
 AN1725
 AN1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS271935(NAD 83)
 AN1725_MARKER: DB = BENCH MARK DISK
 AN1725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1725_SP_SET: CULVERT
 AN1725_STAMPING: N 880 1943
 AN1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1725
 AN1725  HISTORY     - Date     Condition        Report By
 AN1725  HISTORY     - 1943     MONUMENTED       CGS
 AN1725  HISTORY     - 20060215 MARK NOT FOUND   USPSQD
 AN1725
 AN1725                          STATION DESCRIPTION
 AN1725
 AN1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1725'1.75 MI SE FROM RUNGE.
 AN1725'TO REACH FROM THE FIRST STATE BANK AT RUNGE, PROCEED 1.75 MILE
 AN1725'SOUTHEASTERLY ALONG A COUNTY PAVED ROAD TO THE INTERSECTION OF A DIRT
 AN1725'ROAD LEADING NORTHEAST AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AN1725'HORIZONTALLY IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL
 AN1725'OF A 2X6 FOOT CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS 40.0 FEET
 AN1725'NORTHWEST OF THE CENTERLINE OF A DIRT ROAD LEADING NORTHEAST, 15.3
 AN1725'FEET NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF A COUNTY
 AN1725'PAVED ROAD.
 AN1725
 AN1725                          STATION RECOVERY (2006)
 AN1725
 AN1725'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1725'HEADWALL OF CULVERT DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1645 ***********************************************************************
 AX1645  DESIGNATION -  N 881
 AX1645  PID         -  AX1645
 AX1645  STATE/COUNTY-  TX/DE WITT
 AX1645  USGS QUAD   -  WESTHOFF (1987)
 AX1645
 AX1645                         *CURRENT SURVEY CONTROL
 AX1645  ___________________________________________________________________
 AX1645* NAD 83(1986)-  29 09 52.     (N)    097 25 18.     (W)     SCALED    
 AX1645* NAVD 88     -        73.14   (+/-2cm)     240.0    (feet)  VERTCON   
 AX1645  ___________________________________________________________________
 AX1645  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AX1645
 AX1645  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1645
 AX1645.The horizontal coordinates were scaled from a topographic map and have
 AX1645.an estimated accuracy of +/- 6 seconds.
 AX1645
 AX1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1645.The vertical order pertains to the NGVD 29 superseded value.
 AX1645
 AX1645.The geoid height was determined by GEOID03.
 AX1645
 AX1645;                    North         East    Units  Estimated Accuracy
 AX1645;SPC TXSC     - 4,148,560.      753,520.      MT  (+/- 180 meters Scaled)
 AX1645
 AX1645                          SUPERSEDED SURVEY CONTROL
 AX1645
 AX1645  NGVD 29 (??/??/92)   73.138  (m)          239.95   (f) ADJ UNCH    2 0
 AX1645
 AX1645.Superseded values are not recommended for survey control.
 AX1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1645.See file dsdata.txt to determine how the superseded data were derived.
 AX1645
 AX1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT534272(NAD 83)
 AX1645_MARKER: DB = BENCH MARK DISK
 AX1645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1645_SP_SET: CULVERT
 AX1645_STAMPING: N 881 1943
 AX1645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1645
 AX1645  HISTORY     - Date     Condition        Report By
 AX1645  HISTORY     - 1943     MONUMENTED       CGS
 AX1645
 AX1645                          STATION DESCRIPTION
 AX1645
 AX1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1645'3.95 MI SE FROM WESTHOFF.
 AX1645'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1645'STATION AT WESTHOFF, PROCEED 3.95 MILES SOUTHEASTERLY ALONG THE TRACK
 AX1645'TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1645'HORIZONTALLY IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 AX1645'OF A DOUBLE 2.5 FOOT CONCRETE PIPE CULVERT UNDER THE TRACK. IT IS 1
 AX1645'1/2 TELEPHONE POLES NORTHWEST OF MILE POST NO.65, 80.0 YARDS NORTHWEST
 AX1645'OF THE CENTERLINE OF A PRIVATE DIRT GRADE CROSSING, 17.0 FEET
 AX1645'SOUTHWEST OF AND ABOUT 2.5 FEET BELOW THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0948 ***********************************************************************
 BL0948  DESIGNATION -  N 882
 BL0948  PID         -  BL0948
 BL0948  STATE/COUNTY-  TX/POLK
 BL0948  USGS QUAD   -  ONALASKA (1972)
 BL0948
 BL0948                         *CURRENT SURVEY CONTROL
 BL0948  ___________________________________________________________________
 BL0948* NAD 83(1986)-  30 49 13.     (N)    095 04 17.     (W)     SCALED    
 BL0948* NAVD 88     -        55.22   (+/-2cm)     181.2    (feet)  VERTCON   
 BL0948  ___________________________________________________________________
 BL0948  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL0948
 BL0948  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0948
 BL0948.The horizontal coordinates were scaled from a topographic map and have
 BL0948.an estimated accuracy of +/- 6 seconds.
 BL0948
 BL0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0948.The vertical order pertains to the NGVD 29 superseded value.
 BL0948
 BL0948.The geoid height was determined by GEOID03.
 BL0948
 BL0948;                    North         East    Units  Estimated Accuracy
 BL0948;SPC TX C     - 3,139,790.    1,203,230.      MT  (+/- 180 meters Scaled)
 BL0948
 BL0948                          SUPERSEDED SURVEY CONTROL
 BL0948
 BL0948  NGVD 29 (??/??/92)   55.232  (m)          181.21   (f) ADJ UNCH    2 0
 BL0948
 BL0948.Superseded values are not recommended for survey control.
 BL0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0948.See file dsdata.txt to determine how the superseded data were derived.
 BL0948
 BL0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ018115(NAD 83)
 BL0948_MARKER: DB = BENCH MARK DISK
 BL0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0948_STAMPING: N 882 1947
 BL0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0948+STABILITY: SURFACE MOTION
 BL0948
 BL0948  HISTORY     - Date     Condition        Report By
 BL0948  HISTORY     - 1947     MONUMENTED       CGS
 BL0948
 BL0948                          STATION DESCRIPTION
 BL0948
 BL0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0948'3.6 MI E FROM ONALASKA.
 BL0948'3.6 MILES EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0948'ONALASKA, AT THE SOUTHWEST END OF A CURVE, AT THE SOUTHWEST END OF A
 BL0948'SHALLOW CUT, 33.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 29.0
 BL0948'FEET NORTHEAST OF A 20 INCH OAK TREE, 22.0 FEET EAST OF A 24 INCH OAK
 BL0948'TREE WITH A TRIANGLE BLAZE, 1.5 FEET WEST OF A REFERENCE POST, SET IN
 BL0948'THE TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1589 ***********************************************************************
 BY1589  DESIGNATION -  N 883
 BY1589  PID         -  BY1589
 BY1589  STATE/COUNTY-  TX/TRINITY
 BY1589  USGS QUAD   -  GROVETON WEST (1963)
 BY1589
 BY1589                         *CURRENT SURVEY CONTROL
 BY1589  ___________________________________________________________________
 BY1589* NAD 83(1986)-  31 00 28.     (N)    095 08 10.     (W)     SCALED    
 BY1589* NAVD 88     -        91.67   (+/-2cm)     300.8    (feet)  VERTCON   
 BY1589  ___________________________________________________________________
 BY1589  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY1589
 BY1589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1589
 BY1589.The horizontal coordinates were scaled from a topographic map and have
 BY1589.an estimated accuracy of +/- 6 seconds.
 BY1589
 BY1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1589.The vertical order pertains to the NGVD 29 superseded value.
 BY1589
 BY1589.The geoid height was determined by GEOID03.
 BY1589
 BY1589;                    North         East    Units  Estimated Accuracy
 BY1589;SPC TX C     - 3,160,260.    1,196,080.      MT  (+/- 180 meters Scaled)
 BY1589
 BY1589                          SUPERSEDED SURVEY CONTROL
 BY1589
 BY1589  NGVD 29 (??/??/92)   91.686  (m)          300.81   (f) ADJ UNCH    2 0
 BY1589
 BY1589.Superseded values are not recommended for survey control.
 BY1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1589.See file dsdata.txt to determine how the superseded data were derived.
 BY1589
 BY1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ960324(NAD 83)
 BY1589_MARKER: DB = BENCH MARK DISK
 BY1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1589_STAMPING: N 883 1947
 BY1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1589+STABILITY: SURFACE MOTION
 BY1589
 BY1589  HISTORY     - Date     Condition        Report By
 BY1589  HISTORY     - 1947     MONUMENTED       CGS
 BY1589  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1589
 BY1589                          STATION DESCRIPTION
 BY1589
 BY1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1589'3.7 MI S FROM GROVETON.
 BY1589'3.7 MILES SOUTH ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE COURTHOUSE
 BY1589'AT GROVETON, APPROXIMATELY 60 YARDS SOUTH OF A CURVE IN THE ROAD,
 BY1589'120.4 FEET SOUTH OF A FENCE CORNER, 38.0 FEET EAST OF THE CENTER LINE
 BY1589'OF THE ROAD, 32.0 FEET SOUTH OF A 12 INCH OAK TREE, 2.0 FEET SOUTH OF
 BY1589'A REFERENCE POST, 1.3 FEET WEST OF A FENCE, SET IN THE TOP OF A
 BY1589'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY1589
 BY1589                          STATION RECOVERY (1996)
 BY1589
 BY1589'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0936 ***********************************************************************
 BL0936  DESIGNATION -  N 884
 BL0936  PID         -  BL0936
 BL0936  STATE/COUNTY-  TX/POLK
 BL0936  USGS QUAD   -  COLITA (1972)
 BL0936
 BL0936                         *CURRENT SURVEY CONTROL
 BL0936  ___________________________________________________________________
 BL0936* NAD 83(1986)-  30 55 21.     (N)    095 02 01.     (W)     SCALED    
 BL0936* NAVD 88     -        68.72   (+/-2cm)     225.5    (feet)  VERTCON   
 BL0936  ___________________________________________________________________
 BL0936  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL0936
 BL0936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0936
 BL0936.The horizontal coordinates were scaled from a topographic map and have
 BL0936.an estimated accuracy of +/- 6 seconds.
 BL0936
 BL0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0936.The vertical order pertains to the NGVD 29 superseded value.
 BL0936
 BL0936.The geoid height was determined by GEOID03.
 BL0936
 BL0936;                    North         East    Units  Estimated Accuracy
 BL0936;SPC TX C     - 3,151,280.    1,206,300.      MT  (+/- 180 meters Scaled)
 BL0936
 BL0936                          SUPERSEDED SURVEY CONTROL
 BL0936
 BL0936  NGVD 29 (??/??/92)   68.732  (m)          225.50   (f) ADJ UNCH    2 0
 BL0936
 BL0936.Superseded values are not recommended for survey control.
 BL0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0936.See file dsdata.txt to determine how the superseded data were derived.
 BL0936
 BL0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ056227(NAD 83)
 BL0936_MARKER: DB = BENCH MARK DISK
 BL0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0936_STAMPING: N 884 1947
 BL0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0936+STABILITY: SURFACE MOTION
 BL0936
 BL0936  HISTORY     - Date     Condition        Report By
 BL0936  HISTORY     - 1947     MONUMENTED       CGS
 BL0936
 BL0936                          STATION DESCRIPTION
 BL0936
 BL0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0936'14.7 MI SE FROM GROVETON.
 BL0936'5.4 MILES SOUTH ALONG THE GROVETON - SEBASTOPOL ROAD FROM THE
 BL0936'COURTHOUSE AT GROVETON, THENCE 3.1 MILES SOUTHEAST ALONG A GRADED DIRT
 BL0936'ROAD, THENCE 1.1 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 5.1 MILES
 BL0936'SOUTHEAST ALONG A GRADED DIRT ROAD, 130.0 FEET SOUTHEAST OF THE
 BL0936'SOUTHWEST END OF A CATTLE GUARD, 39.0 FEET SOUTHWEST OF THE CENTER
 BL0936'LINE OF THE SOUTHEAST AND NORTHWEST ROAD AT A POINT WHERE IT
 BL0936'INTERSECTS THE CENTER LINE OF A TRAIL LEADING NORTHEAST, 16.0 FEET
 BL0936'SOUTHEAST OF A 14 INCH TRIANGULAR BLAZED PINE TREE, 1.9 FEET NORTHWEST
 BL0936'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL0936'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0734 ***********************************************************************
 BY0734  DESIGNATION -  N 885
 BY0734  PID         -  BY0734
 BY0734  STATE/COUNTY-  TX/TRINITY
 BY0734  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0734
 BY0734                         *CURRENT SURVEY CONTROL
 BY0734  ___________________________________________________________________
 BY0734* NAD 83(1986)-  31 14 05.     (N)    094 57 25.     (W)     SCALED    
 BY0734* NAVD 88     -        80.49   (+/-2cm)     264.1    (feet)  VERTCON   
 BY0734  ___________________________________________________________________
 BY0734  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY0734
 BY0734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0734
 BY0734.The horizontal coordinates were scaled from a topographic map and have
 BY0734.an estimated accuracy of +/- 6 seconds.
 BY0734
 BY0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0734.The vertical order pertains to the NGVD 29 superseded value.
 BY0734
 BY0734.The geoid height was determined by GEOID03.
 BY0734
 BY0734;                    North         East    Units  Estimated Accuracy
 BY0734;SPC TX C     - 3,186,200.    1,211,950.      MT  (+/- 180 meters Scaled)
 BY0734
 BY0734                          SUPERSEDED SURVEY CONTROL
 BY0734
 BY0734  NGVD 29 (??/??/92)   80.524  (m)          264.19   (f) ADJ UNCH    2 0
 BY0734
 BY0734.Superseded values are not recommended for survey control.
 BY0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0734.See file dsdata.txt to determine how the superseded data were derived.
 BY0734
 BY0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ136572(NAD 83)
 BY0734_MARKER: DB = BENCH MARK DISK
 BY0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0734_STAMPING: N 885 1947
 BY0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0734+STABILITY: SURFACE MOTION
 BY0734
 BY0734  HISTORY     - Date     Condition        Report By
 BY0734  HISTORY     - 1947     MONUMENTED       CGS
 BY0734
 BY0734                          STATION DESCRIPTION
 BY0734
 BY0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0734'1.0 MI NE FROM APPLE SPRINGS.
 BY0734'1.0 MILE NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY0734'LODGE AT APPLE SPRINGS, 79.7 FEET EAST OF THE EAST CORNER (MOST
 BY0734'NORTHERLY OF THE TWO EAST CORNERS) OF A FARMHOUSE, 71.6 FEET WEST OF
 BY0734'THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A SMALL CONCRETE
 BY0734'CULVERT, 49.0 FEET NORTHWEST OF AND 3.0 FEET ABOVE THE CENTER LINE OF
 BY0734'THE HIGHWAY, 3.3 FEET NORTHEAST OF A FENCE CORNER, 1.5 FEET NORTHEAST
 BY0734'OF A REFERENCE POST, 0.8 FOOT SOUTHEAST OF A FENCE, SET IN THE TOP OF
 BY0734'A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0800 ***********************************************************************
 AX0800  DESIGNATION -  N 886
 AX0800  PID         -  AX0800
 AX0800  STATE/COUNTY-  TX/LAVACA
 AX0800  USGS QUAD   -  HOPE (1981)
 AX0800
 AX0800                         *CURRENT SURVEY CONTROL
 AX0800  ___________________________________________________________________
 AX0800* NAD 83(1986)-  29 09 26.     (N)    096 52 31.     (W)     SCALED    
 AX0800* NAVD 88     -        30.96   (+/-2cm)     101.6    (feet)  VERTCON   
 AX0800  ___________________________________________________________________
 AX0800  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0800
 AX0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0800
 AX0800.The horizontal coordinates were scaled from a topographic map and have
 AX0800.an estimated accuracy of +/- 6 seconds.
 AX0800
 AX0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0800.The vertical order pertains to the NGVD 29 superseded value.
 AX0800
 AX0800.The geoid height was determined by GEOID03.
 AX0800
 AX0800;                    North         East    Units  Estimated Accuracy
 AX0800;SPC TXSC     - 4,148,600.      806,680.      MT  (+/- 180 meters Scaled)
 AX0800
 AX0800                          SUPERSEDED SURVEY CONTROL
 AX0800
 AX0800  NGVD 29 (??/??/92)   30.986  (m)          101.66   (f) ADJ UNCH    2 0
 AX0800
 AX0800.Superseded values are not recommended for survey control.
 AX0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0800.See file dsdata.txt to determine how the superseded data were derived.
 AX0800
 AX0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT066272(NAD 83)
 AX0800_MARKER: DB = BENCH MARK DISK
 AX0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0800_STAMPING: N 886 1943
 AX0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0800+STABILITY: SURFACE MOTION
 AX0800
 AX0800  HISTORY     - Date     Condition        Report By
 AX0800  HISTORY     - 1943     MONUMENTED       CGS
 AX0800  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX0800
 AX0800                          STATION DESCRIPTION
 AX0800
 AX0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0800'12.0 MI S FROM EZZELL.
 AX0800'TO REACH FROM THE SCHOOL AT EZZELL-- PROCEED 9.2 MILES SOUTHEASTERLY
 AX0800'ALONG A DIRT AND TRACK ROAD TO A CROSS ROAD INTERSECTION, THENCE 2.25
 AX0800'MILES SOUTHWESTERLY TO THE INTERSECTION OF STATE HIGHWAY NO. 111,
 AX0800'THENCE 0.6 MILE WESTERLY ALONG THE HIGHWAY TO SITE OF BENCH MARK.
 AX0800'BENCH MARK IS ABOUT 150.0 FEET WEST OF THE WEST BANK OF THE LAVACA
 AX0800'RIVER, AND ABOUT 52.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AX0800'THE CENTERLINE OF HIGHWAY.  IT IS 22.0 FEET WEST OF A FENCE, 1.2 FEET
 AX0800'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET EAST OF A 4X4-INCH
 AX0800'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  STAMPED N 886 1943.
 AX0800'NOTE-- BENCH MARK WAS SET DURING THE CONSTRUCTION OF STATE HIGHWAY NO.
 AX0800'111.
 AX0800
 AX0800                          STATION RECOVERY (1965)
 AX0800
 AX0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1155 ***********************************************************************
 AN1155  DESIGNATION -  N 887
 AN1155  PID         -  AN1155
 AN1155  STATE/COUNTY-  TX/DE WITT
 AN1155  USGS QUAD   -  MEYERSVILLE (1987)
 AN1155
 AN1155                         *CURRENT SURVEY CONTROL
 AN1155  ___________________________________________________________________
 AN1155* NAD 83(1986)-  28 58 54.     (N)    097 17 14.     (W)     SCALED    
 AN1155* NAVD 88     -        62.93   (+/-2cm)     206.5    (feet)  VERTCON   
 AN1155  ___________________________________________________________________
 AN1155  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1155
 AN1155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1155
 AN1155.The horizontal coordinates were scaled from a topographic map and have
 AN1155.an estimated accuracy of +/- 6 seconds.
 AN1155
 AN1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1155.The vertical order pertains to the NGVD 29 superseded value.
 AN1155
 AN1155.The geoid height was determined by GEOID03.
 AN1155
 AN1155;                    North         East    Units  Estimated Accuracy
 AN1155;SPC TXSC     - 4,128,490.      766,900.      MT  (+/- 180 meters Scaled)
 AN1155
 AN1155                          SUPERSEDED SURVEY CONTROL
 AN1155
 AN1155  NGVD 29 (??/??/92)   62.957  (m)          206.55   (f) ADJ UNCH    2 0
 AN1155
 AN1155.Superseded values are not recommended for survey control.
 AN1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1155.See file dsdata.txt to determine how the superseded data were derived.
 AN1155
 AN1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT668071(NAD 83)
 AN1155_MARKER: DB = BENCH MARK DISK
 AN1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1155_STAMPING: N 887 1943
 AN1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1155+STABILITY: SURFACE MOTION
 AN1155
 AN1155  HISTORY     - Date     Condition        Report By
 AN1155  HISTORY     - 1943     MONUMENTED       CGS
 AN1155  HISTORY     - 1958     MARK NOT FOUND   USGS
 AN1155  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1155
 AN1155                          STATION DESCRIPTION
 AN1155
 AN1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1155'1.25 MI W FROM ARNECKEVILLE.
 AN1155'TO REACH FROM THE POST OFFICE AT ARNECKEVILLE-- PROCEED 1.25 MILES
 AN1155'WESTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AN1155'0.45 MILE WEST OF A ROAD CROSSING THE 5-MILE COLETO CREEK, AND ABOUT
 AN1155'0.3 MILE EAST OF A RIGHT ANGLE CURVE TO THE SOUTH.  IT IS 22.0 FEET
 AN1155'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 6.0
 AN1155'FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE, AND 2.8 FEET
 AN1155'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AN1155
 AN1155                          STATION RECOVERY (1958)
 AN1155
 AN1155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 AN1155'MARK NOT FOUND.
 AN1155
 AN1155                          STATION RECOVERY (2001)
 AN1155
 AN1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1155'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1084 ***********************************************************************
 AN1084  DESIGNATION -  N 888
 AN1084  PID         -  AN1084
 AN1084  STATE/COUNTY-  TX/VICTORIA
 AN1084  USGS QUAD   -  SCHROEDER (1987)
 AN1084
 AN1084                         *CURRENT SURVEY CONTROL
 AN1084  ___________________________________________________________________
 AN1084* NAD 83(1986)-  28 52 01.     (N)    097 09 43.     (W)     SCALED    
 AN1084* NAVD 88     -        60.44   (+/-2cm)     198.3    (feet)  VERTCON   
 AN1084  ___________________________________________________________________
 AN1084  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1084
 AN1084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1084
 AN1084.The horizontal coordinates were scaled from a topographic map and have
 AN1084.an estimated accuracy of +/- 6 seconds.
 AN1084
 AN1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1084.The vertical order pertains to the NGVD 29 superseded value.
 AN1084
 AN1084.The geoid height was determined by GEOID03.
 AN1084
 AN1084;                    North         East    Units  Estimated Accuracy
 AN1084;SPC TXSC     - 4,115,960.      779,300.      MT  (+/- 180 meters Scaled)
 AN1084
 AN1084                          SUPERSEDED SURVEY CONTROL
 AN1084
 AN1084  NGVD 29 (??/??/92)   60.494  (m)          198.47   (f) ADJ UNCH    2 0
 AN1084
 AN1084.Superseded values are not recommended for survey control.
 AN1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1084.See file dsdata.txt to determine how the superseded data were derived.
 AN1084
 AN1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS792946(NAD 83)
 AN1084_MARKER: DB = BENCH MARK DISK
 AN1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1084_STAMPING: N 888 1943
 AN1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1084+STABILITY: SURFACE MOTION
 AN1084
 AN1084  HISTORY     - Date     Condition        Report By
 AN1084  HISTORY     - 1943     MONUMENTED       CGS
 AN1084
 AN1084                          STATION DESCRIPTION
 AN1084
 AN1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1084'6.3 MI NE FROM SCHROEDER.
 AN1084'TO REACH FROM THE SCHOOL AT SCHROEDER-- PROCEED 6.3 MILES
 AN1084'NORTHEASTERLY ALONG THE SCHROEDER-NURSERY ROAD TO SITE OF BENCH MARK.
 AN1084'BENCH MARK IS ABOUT 0.25 MILE NORTHEAST OF A RIGHT ANGLE CURVE TO THE
 AN1084'SOUTHEAST, AND ABOUT 0.2 MILE SOUTHWEST OF A WOODEN GATE IN THE
 AN1084'SOUTHEAST RIGHT-OF-WAY FENCE.  IT IS 24.5 FEET SOUTHEAST OF AND ABOUT
 AN1084'THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 7.5 FEET SOUTHEAST OF A
 AN1084'FENCE CORNER, 1.2 FEET NORTHEAST OF A FENCE, AND 3.0 FEET SOUTHEAST OF
 AN1084'A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT. NOTE--
 AN1084'BENCH MARK IS ALSO 6.7 MILES SOUTHWEST OF NURSERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2847 ***********************************************************************
 AX2847  DESIGNATION -  N 889 RESET
 AX2847  PID         -  AX2847
 AX2847  STATE/COUNTY-  TX/DE WITT
 AX2847  USGS QUAD   -  CUERO (1987)
 AX2847
 AX2847                         *CURRENT SURVEY CONTROL
 AX2847  ___________________________________________________________________
 AX2847* NAD 83(1986)-  29 01 35.     (N)    097 18 57.     (W)     SCALED    
 AX2847* NAVD 88     -        77.03   (+/-2cm)     252.7    (feet)  VERTCON   
 AX2847  ___________________________________________________________________
 AX2847  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX2847
 AX2847  VERT ORDER  -  THIRD (See Below)
 AX2847
 AX2847.The horizontal coordinates were scaled from a topographic map and have
 AX2847.an estimated accuracy of +/- 6 seconds.
 AX2847
 AX2847.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2847.The vertical order pertains to the NGVD 29 superseded value.
 AX2847
 AX2847.The geoid height was determined by GEOID03.
 AX2847
 AX2847;                    North         East    Units  Estimated Accuracy
 AX2847;SPC TXSC     - 4,133,400.      764,040.      MT  (+/- 180 meters Scaled)
 AX2847
 AX2847                          SUPERSEDED SURVEY CONTROL
 AX2847
 AX2847  NGVD 29 (01/29/03)   77.05   (m)          252.8    (f) RESET       3  
 AX2847
 AX2847.Superseded values are not recommended for survey control.
 AX2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2847.See file dsdata.txt to determine how the superseded data were derived.
 AX2847
 AX2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT640120(NAD 83)
 AX2847_MARKER: DV = VERTICAL CONTROL DISK
 AX2847_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2847_SP_SET: CULVERT WINGWALL
 AX2847_STAMPING: N 889 RESET 1991
 AX2847_MARK LOGO: NGS   
 AX2847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2847+STABILITY: SURFACE MOTION
 AX2847
 AX2847  HISTORY     - Date     Condition        Report By
 AX2847  HISTORY     - 1992     MONUMENTED       TXHD
 AX2847  HISTORY     - 20010331 GOOD             NGS
 AX2847
 AX2847                          STATION DESCRIPTION
 AX2847
 AX2847'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1992
 AX2847'2.6 MILES (4.2 KM) SOUTHWEST ALONG U.S. HIGHWAY 183 FROM THE
 AX2847'INTERSECTION OF U.S. HIGHWAY 87 SOUTHWEST OF CUERO, AT A LARGE
 AX2847'CONCRETE CULVERT, IN THE SOUTH WINGWALL OF THE WEST END OF THE
 AX2847'CULVERT, 29 FEET (8.8 M) WEST OF THE CENTERLINE OF THE HIGHWAY AND 2
 AX2847'FEET (0.6 M) LOWER THAN THE HIGHWAY.
 AX2847
 AX2847                          STATION RECOVERY (2001)
 AX2847
 AX2847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX2847'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1749 ***********************************************************************
 BK1749  DESIGNATION -  N 89
 BK1749  PID         -  BK1749
 BK1749  STATE/COUNTY-  TX/ORANGE
 BK1749  USGS QUAD   -  ORANGEFIELD (1974)
 BK1749
 BK1749                         *CURRENT SURVEY CONTROL
 BK1749  ___________________________________________________________________
 BK1749* NAD 83(1986)-  30 05 10.     (N)    093 45 05.     (W)     SCALED    
 BK1749* NAVD 88     -         2.35   (+/-2cm)       7.7    (feet)  VERTCON   
 BK1749  ___________________________________________________________________
 BK1749  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK1749
 BK1749  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1749
 BK1749.The horizontal coordinates were scaled from a topographic map and have
 BK1749.an estimated accuracy of +/- 6 seconds.
 BK1749
 BK1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1749.The vertical order pertains to the NGVD 29 superseded value.
 BK1749
 BK1749.The geoid height was determined by GEOID03.
 BK1749
 BK1749;                    North         East    Units  Estimated Accuracy
 BK1749;SPC TX C     - 3,065,270.    1,334,150.      MT  (+/- 180 meters Scaled)
 BK1749
 BK1749                          SUPERSEDED SURVEY CONTROL
 BK1749
 BK1749  NGVD 29 (??/??/??)    2.296  (m)            7.53   (f) ADJUSTED    1 2
 BK1749
 BK1749.Superseded values are not recommended for survey control.
 BK1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1749.See file dsdata.txt to determine how the superseded data were derived.
 BK1749
 BK1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP275285(NAD 83)
 BK1749_MARKER: DB = BENCH MARK DISK
 BK1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1749_STAMPING: 7.533 N 89 1932
 BK1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1749+STABILITY: SURFACE MOTION
 BK1749
 BK1749  HISTORY     - Date     Condition        Report By
 BK1749  HISTORY     - 1932     MONUMENTED       CGS
 BK1749  HISTORY     - 1934     GOOD             CGS
 BK1749  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1749  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 BK1749
 BK1749                          STATION DESCRIPTION
 BK1749
 BK1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BK1749'IN ORANGE.
 BK1749'AT ORANGE, ORANGE COUNTY, ON THE ORANGE AND NORTHWESTERN RAILROAD, 2
 BK1749'1/2 POLES SOUTH OF MILE POST C 489, 250 FEET NORTH OF THE ORANGE
 BK1749'LUMBER CO. PROPERTY, AT THE GUM STREET CROSSING, 60 FEET NORTH OF THE
 BK1749'STREET, AND 50 FEET WEST OF THE TRACK.  SET IN THE TOP OF A CONCRETE
 BK1749'POST.
 BK1749
 BK1749                          STATION RECOVERY (1988)
 BK1749
 BK1749'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1749'MARK NOT FOUND.
 BK1749
 BK1749                          STATION RECOVERY (2004)
 BK1749
 BK1749'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BK1749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1054 ***********************************************************************
 AN1054  DESIGNATION -  N 890
 AN1054  PID         -  AN1054
 AN1054  STATE/COUNTY-  TX/GOLIAD
 AN1054  USGS QUAD   -  GOLIAD (1987)
 AN1054
 AN1054                         *CURRENT SURVEY CONTROL
 AN1054  ___________________________________________________________________
 AN1054* NAD 83(1986)-  28 44 02.     (N)    097 23 10.     (W)     SCALED    
 AN1054* NAVD 88     -        70.79   (+/-2cm)     232.3    (feet)  VERTCON   
 AN1054  ___________________________________________________________________
 AN1054  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1054
 AN1054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1054
 AN1054.The horizontal coordinates were scaled from a topographic map and have
 AN1054.an estimated accuracy of +/- 6 seconds.
 AN1054
 AN1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1054.The vertical order pertains to the NGVD 29 superseded value.
 AN1054
 AN1054.The geoid height was determined by GEOID03.
 AN1054
 AN1054;                    North         East    Units  Estimated Accuracy
 AN1054;SPC TXSC     - 4,100,900.      757,640.      MT  (+/- 180 meters Scaled)
 AN1054
 AN1054                          SUPERSEDED SURVEY CONTROL
 AN1054
 AN1054  NGVD 29 (??/??/92)   70.837  (m)          232.40   (f) ADJ UNCH    2 0
 AN1054
 AN1054.Superseded values are not recommended for survey control.
 AN1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1054.See file dsdata.txt to determine how the superseded data were derived.
 AN1054
 AN1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS576795(NAD 83)
 AN1054_MARKER: DB = BENCH MARK DISK
 AN1054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1054_SP_SET: CULVERT
 AN1054_STAMPING: N 890 1943
 AN1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1054
 AN1054  HISTORY     - Date     Condition        Report By
 AN1054  HISTORY     - 1943     MONUMENTED       CGS
 AN1054  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1054
 AN1054                          STATION DESCRIPTION
 AN1054
 AN1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1054'4.55 MI N FROM GOLIAD.
 AN1054'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1054'HIGHWAY NO.29 AT GOLIAD-- PROCEED 4.55 MILES NORTHERLY ALONG HIGHWAY
 AN1054'NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF A
 AN1054'SIDE ROAD INTERSECTION LEADING EAST, 16.0 FEET WEST OF AND ABOUT THE
 AN1054'SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN
 AN1054'THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 AN1054
 AN1054                          STATION RECOVERY (1990)
 AN1054
 AN1054'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1055 ***********************************************************************
 AN1055  DESIGNATION -  N 890 RESET 1957
 AN1055  PID         -  AN1055
 AN1055  STATE/COUNTY-  TX/GOLIAD
 AN1055  USGS QUAD   -  GOLIAD (1987)
 AN1055
 AN1055                         *CURRENT SURVEY CONTROL
 AN1055  ___________________________________________________________________
 AN1055* NAD 83(1986)-  28 44 02.     (N)    097 23 10.     (W)     SCALED    
 AN1055* NAVD 88     -        70.67   (+/-2cm)     231.9    (feet)  VERTCON   
 AN1055  ___________________________________________________________________
 AN1055  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1055
 AN1055  VERT ORDER  -  THIRD (See Below)
 AN1055
 AN1055.The horizontal coordinates were scaled from a topographic map and have
 AN1055.an estimated accuracy of +/- 6 seconds.
 AN1055
 AN1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1055.The vertical order pertains to the NGVD 29 superseded value.
 AN1055
 AN1055.The geoid height was determined by GEOID03.
 AN1055
 AN1055;                    North         East    Units  Estimated Accuracy
 AN1055;SPC TXSC     - 4,100,900.      757,640.      MT  (+/- 180 meters Scaled)
 AN1055
 AN1055                          SUPERSEDED SURVEY CONTROL
 AN1055
 AN1055  NGVD 29 (01/29/03)   70.72   (m)          232.0    (f) RESET       3  
 AN1055
 AN1055.Superseded values are not recommended for survey control.
 AN1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1055.See file dsdata.txt to determine how the superseded data were derived.
 AN1055
 AN1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS576795(NAD 83)
 AN1055_MARKER: DB = BENCH MARK DISK
 AN1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1055_SP_SET: CULVERT
 AN1055_STAMPING: N 890 RESET 1957
 AN1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1055
 AN1055  HISTORY     - Date     Condition        Report By
 AN1055  HISTORY     - 1957     MONUMENTED       TXHD
 AN1055  HISTORY     - 1990     GOOD             USPSQD
 AN1055
 AN1055                          STATION DESCRIPTION
 AN1055
 AN1055'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AN1055'4.7 MI N FROM GOLIAD.
 AN1055'4.7 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION OF U.S.
 AN1055'HIGHWAY 59 AT GOLIAD, 0.5 MILE NORTH OF THE JUNCTION OF FARM-TO-MARKET
 AN1055'ROAD 622, 0.2 MILE NORTH OF THE JUNCTION OF A ROAD LEADING EAST, AT A
 AN1055'CONCRETE CULVERT, IN THE SOUTH END OF THE WEST HEADWALL, 23.3 FEET
 AN1055'WEST OF AND 0.75 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 AN1055
 AN1055                          STATION RECOVERY (1990)
 AN1055
 AN1055'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1144 ***********************************************************************
 BY1144  DESIGNATION -  N 891
 BY1144  PID         -  BY1144
 BY1144  STATE/COUNTY-  TX/NACOGDOCHES
 BY1144  USGS QUAD   -  APPLEBY (1983)
 BY1144
 BY1144                         *CURRENT SURVEY CONTROL
 BY1144  ___________________________________________________________________
 BY1144* NAD 83(1986)-  31 43 05.     (N)    094 36 21.     (W)     SCALED    
 BY1144* NAVD 88     -       127.26   (+/-2cm)     417.5    (feet)  VERTCON   
 BY1144  ___________________________________________________________________
 BY1144  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY1144
 BY1144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1144
 BY1144.The horizontal coordinates were scaled from a topographic map and have
 BY1144.an estimated accuracy of +/- 6 seconds.
 BY1144
 BY1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1144.The vertical order pertains to the NGVD 29 superseded value.
 BY1144
 BY1144.The geoid height was determined by GEOID03.
 BY1144
 BY1144;                    North         East    Units  Estimated Accuracy
 BY1144;SPC TX C     - 3,241,390.    1,242,600.      MT  (+/- 180 meters Scaled)
 BY1144
 BY1144                          SUPERSEDED SURVEY CONTROL
 BY1144
 BY1144  NGVD 29 (??/??/92)  127.266  (m)          417.54   (f) ADJ UNCH    2 0
 BY1144
 BY1144.Superseded values are not recommended for survey control.
 BY1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1144.See file dsdata.txt to determine how the superseded data were derived.
 BY1144
 BY1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR478103(NAD 83)
 BY1144_MARKER: DB = BENCH MARK DISK
 BY1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1144_STAMPING: N 891 1948
 BY1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1144+STABILITY: SURFACE MOTION
 BY1144
 BY1144  HISTORY     - Date     Condition        Report By
 BY1144  HISTORY     - 1948     MONUMENTED       CGS
 BY1144  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1144  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY1144  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1144
 BY1144                          STATION DESCRIPTION
 BY1144
 BY1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1144'IN APPLEBY.
 BY1144'AT APPLEBY, AT THE FIRST STREET CROSSING NORTH OF THE CROSSING OF THE
 BY1144'RAILROAD AND THE MAIN ROAD, 0.1 MILE NORTH OF THE RAILROAD, 92.0 FEET
 BY1144'NORTH OF THE CENTER LINE OF AN EAST AND WEST STREET, 19.0 FEET
 BY1144'NORTHWEST OF THE NORTHWEST CORNER OF THE TELEPHONE OFFICE, 3.0 FEET
 BY1144'SOUTHEAST OF A GARDEN FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1144'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY1144
 BY1144                          STATION RECOVERY (1977)
 BY1144
 BY1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1144'MARK NOT FOUND.
 BY1144
 BY1144                          STATION RECOVERY (1992)
 BY1144
 BY1144'RECOVERY NOTE BY US POWER SQUADRON 1992
 BY1144'MARK NOT FOUND.
 BY1144
 BY1144                          STATION RECOVERY (1998)
 BY1144
 BY1144'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0174 ***********************************************************************
 BY0174  DESIGNATION -  N 892
 BY0174  PID         -  BY0174
 BY0174  STATE/COUNTY-  TX/NACOGDOCHES
 BY0174  USGS QUAD   -  MARTINSVILLE (1984)
 BY0174
 BY0174                         *CURRENT SURVEY CONTROL
 BY0174  ___________________________________________________________________
 BY0174* NAD 83(1986)-  31 38 35.     (N)    094 24 48.     (W)     SCALED    
 BY0174* NAVD 88     -        86.40   (+/-2cm)     283.5    (feet)  VERTCON   
 BY0174  ___________________________________________________________________
 BY0174  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY0174
 BY0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0174
 BY0174.The horizontal coordinates were scaled from a topographic map and have
 BY0174.an estimated accuracy of +/- 6 seconds.
 BY0174
 BY0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0174.The vertical order pertains to the NGVD 29 superseded value.
 BY0174
 BY0174.The geoid height was determined by GEOID03.
 BY0174
 BY0174;                    North         East    Units  Estimated Accuracy
 BY0174;SPC TX C     - 3,234,040.    1,261,260.      MT  (+/- 180 meters Scaled)
 BY0174
 BY0174                          SUPERSEDED SURVEY CONTROL
 BY0174
 BY0174  NGVD 29 (??/??/92)   86.434  (m)          283.58   (f) ADJ UNCH    2 0
 BY0174
 BY0174.Superseded values are not recommended for survey control.
 BY0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0174.See file dsdata.txt to determine how the superseded data were derived.
 BY0174
 BY0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR659017(NAD 83)
 BY0174_MARKER: DB = BENCH MARK DISK
 BY0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0174_SP_SET: BUILDING
 BY0174_STAMPING: N 892 1948
 BY0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0174
 BY0174  HISTORY     - Date     Condition        Report By
 BY0174  HISTORY     - 1948     MONUMENTED       CGS
 BY0174  HISTORY     - 19980919 GOOD             USPSQD
 BY0174
 BY0174                          STATION DESCRIPTION
 BY0174
 BY0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0174'IN MARTINSVILLE.
 BY0174'AT MARTINSVILLE, ABOUT 75.0 FEET WEST OF THE JUNCTION OF STATE HIGHWAY
 BY0174'7 AND A DIRT ROAD LEADING NORTH, SET VERTICALLY IN THE SOUTH FACE OF
 BY0174'THE ROCK STORE BUILDING OF J. L. BURK, 2.0 FEET WEST OF THE SOUTHEAST
 BY0174'CORNER OF THE STORE, 1.4 FEET EAST OF A WINDOW SILL, AND 2.0 FEET
 BY0174'ABOVE THE SIDEWALK.
 BY0174
 BY0174                          STATION RECOVERY (1998)
 BY0174
 BY0174'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1028 ***********************************************************************
 BY1028  DESIGNATION -  N 893
 BY1028  PID         -  BY1028
 BY1028  STATE/COUNTY-  TX/NACOGDOCHES
 BY1028  USGS QUAD   -  PLATT (1980)
 BY1028
 BY1028                         *CURRENT SURVEY CONTROL
 BY1028  ___________________________________________________________________
 BY1028* NAD 83(1986)-  31 25 03.     (N)    094 30 47.     (W)     SCALED    
 BY1028* NAVD 88     -        56.78   (+/-2cm)     186.3    (feet)  VERTCON   
 BY1028  ___________________________________________________________________
 BY1028  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY1028
 BY1028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1028
 BY1028.The horizontal coordinates were scaled from a topographic map and have
 BY1028.an estimated accuracy of +/- 6 seconds.
 BY1028
 BY1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1028.The vertical order pertains to the NGVD 29 superseded value.
 BY1028
 BY1028.The geoid height was determined by GEOID03.
 BY1028
 BY1028;                    North         East    Units  Estimated Accuracy
 BY1028;SPC TX C     - 3,208,560.    1,253,120.      MT  (+/- 180 meters Scaled)
 BY1028
 BY1028                          SUPERSEDED SURVEY CONTROL
 BY1028
 BY1028  NGVD 29 (??/??/92)   56.834  (m)          186.46   (f) ADJ UNCH    2 0
 BY1028
 BY1028.Superseded values are not recommended for survey control.
 BY1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1028.See file dsdata.txt to determine how the superseded data were derived.
 BY1028
 BY1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ561768(NAD 83)
 BY1028_MARKER: DB = BENCH MARK DISK
 BY1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1028_STAMPING: N 893 1948
 BY1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1028+STABILITY: SURFACE MOTION
 BY1028
 BY1028  HISTORY     - Date     Condition        Report By
 BY1028  HISTORY     - 1948     MONUMENTED       CGS
 BY1028  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1028
 BY1028                          STATION DESCRIPTION
 BY1028
 BY1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1028'7.15 MI SW FROM WODEN.
 BY1028'5.7 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1028'WODEN, THENCE 1.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 0.1 MILE
 BY1028'WEST OF BRIDGE OVER CARRIZO BAYOU, AT THE FARM HOME OF WILLY GILBERT
 BY1028'AND OCCUPIED BY J. D. SOELL, 128.0 FEET SOUTHEAST OF THE SOUTHEAST
 BY1028'CORNER OF THE FARMHOUSE, 46.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY1028'ROAD, 12.8 FEET NORTH OF A FENCE CORNER POST, 1.6 FEET WEST OF A
 BY1028'REFERENCE POST, 1.2 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A
 BY1028'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1028
 BY1028                          STATION RECOVERY (1998)
 BY1028
 BY1028'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0184 ***********************************************************************
 BY0184  DESIGNATION -  N 894
 BY0184  PID         -  BY0184
 BY0184  STATE/COUNTY-  TX/NACOGDOCHES
 BY0184  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0184
 BY0184                         *CURRENT SURVEY CONTROL
 BY0184  ___________________________________________________________________
 BY0184* NAD 83(1986)-  31 32 40.     (N)    094 21 10.     (W)     SCALED    
 BY0184* NAVD 88     -        84.30   (+/-2cm)     276.6    (feet)  VERTCON   
 BY0184  ___________________________________________________________________
 BY0184  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY0184
 BY0184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0184
 BY0184.The horizontal coordinates were scaled from a topographic map and have
 BY0184.an estimated accuracy of +/- 6 seconds.
 BY0184
 BY0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0184.The vertical order pertains to the NGVD 29 superseded value.
 BY0184
 BY0184.The geoid height was determined by GEOID03.
 BY0184
 BY0184;                    North         East    Units  Estimated Accuracy
 BY0184;SPC TX C     - 3,223,430.    1,267,580.      MT  (+/- 180 meters Scaled)
 BY0184
 BY0184                          SUPERSEDED SURVEY CONTROL
 BY0184
 BY0184  NGVD 29 (??/??/92)   84.338  (m)          276.70   (f) ADJ UNCH    2 0
 BY0184
 BY0184.Superseded values are not recommended for survey control.
 BY0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0184.See file dsdata.txt to determine how the superseded data were derived.
 BY0184
 BY0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ715907(NAD 83)
 BY0184_MARKER: DB = BENCH MARK DISK
 BY0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0184_STAMPING: N 894 1949
 BY0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0184+STABILITY: SURFACE MOTION
 BY0184
 BY0184  HISTORY     - Date     Condition        Report By
 BY0184  HISTORY     - 1949     MONUMENTED       CGS
 BY0184  HISTORY     - 19980919 GOOD             USPSQD
 BY0184
 BY0184                          STATION DESCRIPTION
 BY0184
 BY0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0184'1.1 MI S FROM ATTOYAC.
 BY0184'1.1 MILES SOUTH ALONG THE ATTOYAC-CHIRENO ROAD FROM THE POST OFFICE AT
 BY0184'ATTOYAC, AT THE FARM HOME OF W. T. FULLER, 59.0 FEET EAST OF THE
 BY0184'CENTER LINE OF THE ROAD, 57.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 BY0184'OF THE FARMHOUSE, 13.7 FEET NORTHWEST OF A 12-INCH PECAN TREE, 13.0
 BY0184'FEET SOUTH OF AN 8-INCH PECAN TREE, 12.6 FEET NORTHEAST OF A FENCE
 BY0184'CORNER POST, 1.5 FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT
 BY0184'NORTHWEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0184'0.6 FOOT ABOVE THE GROUND.
 BY0184
 BY0184                          STATION RECOVERY (1998)
 BY0184
 BY0184'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0199 ***********************************************************************
 BY0199  DESIGNATION -  N 895
 BY0199  PID         -  BY0199
 BY0199  STATE/COUNTY-  TX/SHELBY
 BY0199  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0199
 BY0199                         *CURRENT SURVEY CONTROL
 BY0199  ___________________________________________________________________
 BY0199* NAD 83(1986)-  31 41 48.     (N)    094 18 52.     (W)     SCALED    
 BY0199* NAVD 88     -       133.71   (+/-2cm)     438.7    (feet)  VERTCON   
 BY0199  ___________________________________________________________________
 BY0199  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY0199
 BY0199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0199
 BY0199.The horizontal coordinates were scaled from a topographic map and have
 BY0199.an estimated accuracy of +/- 6 seconds.
 BY0199
 BY0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0199.The vertical order pertains to the NGVD 29 superseded value.
 BY0199
 BY0199.The geoid height was determined by GEOID03.
 BY0199
 BY0199;                    North         East    Units  Estimated Accuracy
 BY0199;SPC TX C     - 3,240,480.    1,270,300.      MT  (+/- 180 meters Scaled)
 BY0199
 BY0199                          SUPERSEDED SURVEY CONTROL
 BY0199
 BY0199  NGVD 29 (??/??/92)  133.728  (m)          438.74   (f) ADJ UNCH    2 0
 BY0199
 BY0199.Superseded values are not recommended for survey control.
 BY0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0199.See file dsdata.txt to determine how the superseded data were derived.
 BY0199
 BY0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR754075(NAD 83)
 BY0199_MARKER: DB = BENCH MARK DISK
 BY0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0199_STAMPING: N 895 1949
 BY0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0199+STABILITY: SURFACE MOTION
 BY0199
 BY0199  HISTORY     - Date     Condition        Report By
 BY0199  HISTORY     - 1949     MONUMENTED       CGS
 BY0199
 BY0199                          STATION DESCRIPTION
 BY0199
 BY0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0199'1.6 MI NE FROM AIKEN.
 BY0199'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE ELEMENTARY SCHOOL
 BY0199'AT AIKEN, 0.5 MILE SOUTHWEST OF A CHURCH, 171.0 FEET SOUTH OF THE
 BY0199'SOUTH CORNER OF THE FARM HOME OF G. I. HOPKINS, 76.0 FEET NORTHWEST OF
 BY0199'THE CENTER LINE OF THE HIGHWAY, 40.0 FEET WEST OF THE CENTER LINE OF A
 BY0199'PRIVATE DRIVE LEADING TO THE HOPKINS RESIDENCE, 22.3 FEET NORTH OF A
 BY0199'FENCE CORNER, 1.9 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A
 BY0199'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 BY0199'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0371 ***********************************************************************
 BL0371  DESIGNATION -  N 896
 BL0371  PID         -  BL0371
 BL0371  STATE/COUNTY-  TX/LIBERTY
 BL0371  USGS QUAD   -  LIBERTY (1984)
 BL0371
 BL0371                         *CURRENT SURVEY CONTROL
 BL0371  ___________________________________________________________________
 BL0371* NAD 83(1986)-  30 03 21.     (N)    094 50 39.     (W)     SCALED    
 BL0371* NAVD 88     -         7.503  (meters)      24.62   (feet)  ADJUSTED  
 BL0371  ___________________________________________________________________
 BL0371  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0371  DYNAMIC HT  -           7.493 (meters)      24.58  (feet)  COMP
 BL0371  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 BL0371  OBS GRAVITY -     979,309.9   (mgal)                       GRAV_OBS
 BL0371
 BL0371  VERT ORDER  -  FIRST     CLASS I
 BL0371
 BL0371.The horizontal coordinates were scaled from a topographic map and have
 BL0371.an estimated accuracy of +/- 6 seconds.
 BL0371
 BL0371.The orthometric height was determined by differential leveling
 BL0371.and adjusted by the National Geodetic Survey in June 1991..
 BL0371
 BL0371.The geoid height was determined by GEOID03.
 BL0371
 BL0371.The dynamic height is computed by dividing the NAVD 88
 BL0371.geopotential number by the normal gravity value computed on the
 BL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0371.degrees latitude (g = 980.6199 gals.).
 BL0371
 BL0371.The modeled gravity was interpolated from observed gravity values.
 BL0371.The observed gravity was obtained from relative gravimeter ties
 BL0371.to the IGSN71 gravity network.
 BL0371
 BL0371;                    North         East    Units  Estimated Accuracy
 BL0371;SPC TX C     - 3,056,200.    1,229,130.      MT  (+/- 180 meters Scaled)
 BL0371
 BL0371                          SUPERSEDED SURVEY CONTROL
 BL0371
 BL0371  NGVD 29 (12/23/87)    7.505  (m)           24.62   (f) ADJUSTED    1 1
 BL0371
 BL0371.Superseded values are not recommended for survey control.
 BL0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0371.See file dsdata.txt to determine how the superseded data were derived.
 BL0371
 BL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP222264(NAD 83)
 BL0371_MARKER: DB = BENCH MARK DISK
 BL0371_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL0371_SP_SET: BRIDGE ABUTMENT
 BL0371_STAMPING: N 896 1943
 BL0371_MARK LOGO: CGS   
 BL0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0371
 BL0371  HISTORY     - Date     Condition        Report By
 BL0371  HISTORY     - 1943     MONUMENTED       CGS
 BL0371  HISTORY     - 1972     GOOD             NGS
 BL0371  HISTORY     - 1987     GOOD             NGS
 BL0371  HISTORY     - 1988     GOOD             USPSQD
 BL0371  HISTORY     - 1989     GOOD             USPSQD
 BL0371  HISTORY     - 1990     GOOD             USPSQD
 BL0371  HISTORY     - 19960801 GOOD             USPSQD
 BL0371  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0371  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0371
 BL0371                          STATION DESCRIPTION
 BL0371
 BL0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0371'2.85 MI NE FROM DAYTON.
 BL0371'ABOUT 2.85 MILES NORTHEAST ALONG US HIGHWAY 90 FROM THE HIGH SCHOOL AT
 BL0371'DAYTON, ABOUT 2.95 MILES WEST ALONG US HIGHWAY 90 FROM THE EAST
 BL0371'JUNCTION OF STATE HIGHWAY 146 AT LIBERTY, 14 1/2 FEET NORTH OF THE
 BL0371'CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, AT THE HIGHWAY
 BL0371'BRIDGE OVER FRENCH BAYOU, SET IN THE TOP OF THE NORTH END OF THE WEST
 BL0371'CONCRETE ABUTMENT FOR EASTBOUND LANE OF TRAFFIC AND ABOUT LEVEL WITH
 BL0371'THE HIGHWAY.
 BL0371
 BL0371                          STATION RECOVERY (1987)
 BL0371
 BL0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0371'RECOVERED IN GOOD CONDITION.
 BL0371
 BL0371                          STATION RECOVERY (1988)
 BL0371
 BL0371'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0371'RECOVERED IN GOOD CONDITION.
 BL0371
 BL0371                          STATION RECOVERY (1989)
 BL0371
 BL0371'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0371'RECOVERED IN GOOD CONDITION.
 BL0371
 BL0371                          STATION RECOVERY (1990)
 BL0371
 BL0371'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0371'RECOVERED IN GOOD CONDITION.
 BL0371
 BL0371                          STATION RECOVERY (1996)
 BL0371
 BL0371'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0371'RECOVERED IN GOOD CONDITION.
 BL0371
 BL0371                          STATION RECOVERY (2004)
 BL0371
 BL0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0371'NEW HIGHWAY 90 BRIDGE,REPLACED OLD BRIDGE.
 BL0371
 BL0371                          STATION RECOVERY (2005)
 BL0371
 BL0371'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1480 ***********************************************************************
 BY1480  DESIGNATION -  N 897
 BY1480  PID         -  BY1480
 BY1480  STATE/COUNTY-  TX/HOUSTON
 BY1480  USGS QUAD   -  CENTRALIA (1950)
 BY1480
 BY1480                         *CURRENT SURVEY CONTROL
 BY1480  ___________________________________________________________________
 BY1480* NAD 83(1986)-  31 20 47.     (N)    095 05 18.     (W)     SCALED    
 BY1480* NAVD 88     -        86.35   (+/-2cm)     283.3    (feet)  VERTCON   
 BY1480  ___________________________________________________________________
 BY1480  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1480
 BY1480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1480
 BY1480.The horizontal coordinates were scaled from a topographic map and have
 BY1480.an estimated accuracy of +/- 6 seconds.
 BY1480
 BY1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1480.The vertical order pertains to the NGVD 29 superseded value.
 BY1480
 BY1480.The geoid height was determined by GEOID03.
 BY1480
 BY1480;                    North         East    Units  Estimated Accuracy
 BY1480;SPC TX C     - 3,197,970.    1,198,870.      MT  (+/- 180 meters Scaled)
 BY1480
 BY1480                          SUPERSEDED SURVEY CONTROL
 BY1480
 BY1480  NGVD 29 (??/??/92)   86.390  (m)          283.43   (f) ADJ UNCH    2 0
 BY1480
 BY1480.Superseded values are not recommended for survey control.
 BY1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1480.See file dsdata.txt to determine how the superseded data were derived.
 BY1480
 BY1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ013698(NAD 83)
 BY1480_MARKER: DB = BENCH MARK DISK
 BY1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1480_STAMPING: N 897 1948
 BY1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1480+STABILITY: SURFACE MOTION
 BY1480
 BY1480  HISTORY     - Date     Condition        Report By
 BY1480  HISTORY     - 1948     MONUMENTED       CGS
 BY1480
 BY1480                          STATION DESCRIPTION
 BY1480
 BY1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1480'6.25 MI SE FROM KENNARD.
 BY1480'1.3 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE POST OFFICE AT
 BY1480'KENNARD, THENCE 4.95 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT THE
 BY1480'SOUTHEAST END OF A SLIGHT CURVE IN THE ROAD, 100.0 FEET NORTHWEST OF
 BY1480'THE SITE OF A DESTROYED FARM HOUSE, 36.7 FEET NORTHWEST OF THE CENTER
 BY1480'OF A GATE, 23.8 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 5.7 FEET
 BY1480'SOUTHEAST OF THE EXTENDED LINE OF A BARB WIRE FENCE, 3.0 FEET
 BY1480'NORTHEAST OF A WIRE FENCE, 1.8 FEET NORTHWEST OF A WITNESS POST AND
 BY1480'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BY1480'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0149 ***********************************************************************
 BZ0149  DESIGNATION -  N 898
 BZ0149  PID         -  BZ0149
 BZ0149  STATE/COUNTY-  TX/FREESTONE
 BZ0149  USGS QUAD   -  DEW (1982)
 BZ0149
 BZ0149                         *CURRENT SURVEY CONTROL
 BZ0149  ___________________________________________________________________
 BZ0149* NAD 83(1986)-  31 31 30.     (N)    096 08 54.     (W)     SCALED    
 BZ0149* NAVD 88     -       115.813  (meters)     379.96   (feet)  ADJUSTED  
 BZ0149  ___________________________________________________________________
 BZ0149  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BZ0149  DYNAMIC HT  -         115.673 (meters)     379.50  (feet)  COMP
 BZ0149  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 BZ0149
 BZ0149  VERT ORDER  -  SECOND    CLASS 0
 BZ0149
 BZ0149.The horizontal coordinates were scaled from a topographic map and have
 BZ0149.an estimated accuracy of +/- 6 seconds.
 BZ0149
 BZ0149.The orthometric height was determined by differential leveling
 BZ0149.and adjusted by the National Geodetic Survey in June 1991..
 BZ0149
 BZ0149.The geoid height was determined by GEOID03.
 BZ0149
 BZ0149.The dynamic height is computed by dividing the NAVD 88
 BZ0149.geopotential number by the normal gravity value computed on the
 BZ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0149.degrees latitude (g = 980.6199 gals.).
 BZ0149
 BZ0149.The modeled gravity was interpolated from observed gravity values.
 BZ0149
 BZ0149;                    North         East    Units  Estimated Accuracy
 BZ0149;SPC TX C     - 3,213,490.    1,097,360.      MT  (+/- 180 meters Scaled)
 BZ0149
 BZ0149                          SUPERSEDED SURVEY CONTROL
 BZ0149
 BZ0149  NGVD 29 (??/??/92)  115.804  (m)          379.93   (f) ADJ UNCH    2 0
 BZ0149
 BZ0149.Superseded values are not recommended for survey control.
 BZ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0149.See file dsdata.txt to determine how the superseded data were derived.
 BZ0149
 BZ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV707913(NAD 83)
 BZ0149_MARKER: DB = BENCH MARK DISK
 BZ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0149_STAMPING: N 898 1948
 BZ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0149+STABILITY: SURFACE MOTION
 BZ0149
 BZ0149  HISTORY     - Date     Condition        Report By
 BZ0149  HISTORY     - 1948     MONUMENTED       CGS
 BZ0149
 BZ0149                          STATION DESCRIPTION
 BZ0149
 BZ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0149'7.55 MI W FROM BUFFALO.
 BZ0149'0.4 MILE SOUTHWEST ALONG COMMERCE STREET FROM THE POST OFFICE AT
 BZ0149'BUFFALO, THENCE 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75, THENCE
 BZ0149'4.15 MILES WEST ALONG A GRADED DIRT ROAD, 0.3 MILE WEST OF THE BRIDGE
 BZ0149'OVER LINN CREEK, 960.0 FEET WEST OF A NORTH-SOUTH POWER LINE, 0.1 MILE
 BZ0149'EAST OF THE CREST OF A LONG HILL, 43.0 FEET SOUTHWEST AND 1.0 FOOT
 BZ0149'BELOW THE CENTER OF THE ROAD, 2.6 FEET NORTHEAST OF A BARB WIRE FENCE,
 BZ0149'1.7 FEET SOUTHEAST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE
 BZ0149'POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0160 ***********************************************************************
 BZ0160  DESIGNATION -  N 899
 BZ0160  PID         -  BZ0160
 BZ0160  STATE/COUNTY-  TX/FREESTONE
 BZ0160  USGS QUAD   -  LANELY (1982)
 BZ0160
 BZ0160                         *CURRENT SURVEY CONTROL
 BZ0160  ___________________________________________________________________
 BZ0160* NAD 83(1986)-  31 32 39.     (N)    096 06 50.     (W)     SCALED    
 BZ0160* NAVD 88     -       141.116  (meters)     462.98   (feet)  ADJUSTED  
 BZ0160  ___________________________________________________________________
 BZ0160  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BZ0160  DYNAMIC HT  -         140.945 (meters)     462.42  (feet)  COMP
 BZ0160  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 BZ0160
 BZ0160  VERT ORDER  -  SECOND    CLASS 0
 BZ0160
 BZ0160.The horizontal coordinates were scaled from a topographic map and have
 BZ0160.an estimated accuracy of +/- 6 seconds.
 BZ0160
 BZ0160.The orthometric height was determined by differential leveling
 BZ0160.and adjusted by the National Geodetic Survey in June 1991..
 BZ0160
 BZ0160.The geoid height was determined by GEOID03.
 BZ0160
 BZ0160.The dynamic height is computed by dividing the NAVD 88
 BZ0160.geopotential number by the normal gravity value computed on the
 BZ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0160.degrees latitude (g = 980.6199 gals.).
 BZ0160
 BZ0160.The modeled gravity was interpolated from observed gravity values.
 BZ0160
 BZ0160;                    North         East    Units  Estimated Accuracy
 BZ0160;SPC TX C     - 3,215,730.    1,100,540.      MT  (+/- 180 meters Scaled)
 BZ0160
 BZ0160                          SUPERSEDED SURVEY CONTROL
 BZ0160
 BZ0160  NGVD 29 (??/??/92)  141.102  (m)          462.93   (f) ADJ UNCH    2 0
 BZ0160
 BZ0160.Superseded values are not recommended for survey control.
 BZ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0160.See file dsdata.txt to determine how the superseded data were derived.
 BZ0160
 BZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV740935(NAD 83)
 BZ0160_MARKER: DB = BENCH MARK DISK
 BZ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0160_STAMPING: N 899 1948
 BZ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0160+STABILITY: SURFACE MOTION
 BZ0160
 BZ0160  HISTORY     - Date     Condition        Report By
 BZ0160  HISTORY     - 1948     MONUMENTED       CGS
 BZ0160
 BZ0160                          STATION DESCRIPTION
 BZ0160
 BZ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0160'3.95 MI SE FROM DEW.
 BZ0160'3.95 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE METHODIST
 BZ0160'CHURCH AT DEW, 1.05 MILES NORTHWEST OF BENCH MARK P 899 0.15 MILE
 BZ0160'SOUTHEAST OF A SMALL STORE, 59.3 FEET NORTHEAST AND 1.0 FOOT BELOW THE
 BZ0160'CENTER OF THE HIGHWAY, 49.0 FEET NORTHWEST OF A SMALL TELEPHONE POLE,
 BZ0160'1.7 FEET NORTHWEST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE
 BZ0160'POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0783 ***********************************************************************
 AW0783  DESIGNATION -  N 9
 AW0783  PID         -  AW0783
 AW0783  STATE/COUNTY-  TX/HARRIS
 AW0783  USGS QUAD   -  ALDINE (1995)
 AW0783
 AW0783                         *CURRENT SURVEY CONTROL
 AW0783  ___________________________________________________________________
 AW0783* NAD 83(1986)-  29 56 25.     (N)    095 24 53.     (W)     SCALED    
 AW0783* NAVD 88     -        26.722  (meters)      87.67   (feet)  ADJUSTED  
 AW0783  ___________________________________________________________________
 AW0783  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0783  DYNAMIC HT  -          26.686 (meters)      87.55  (feet)  COMP
 AW0783  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 AW0783
 AW0783  VERT ORDER  -  FIRST     CLASS II
 AW0783
 AW0783.The horizontal coordinates were scaled from a topographic map and have
 AW0783.an estimated accuracy of +/- 6 seconds.
 AW0783
 AW0783.The orthometric height was determined by differential leveling
 AW0783.and adjusted by the National Geodetic Survey in June 1991..
 AW0783
 AW0783.The geoid height was determined by GEOID03.
 AW0783
 AW0783.The dynamic height is computed by dividing the NAVD 88
 AW0783.geopotential number by the normal gravity value computed on the
 AW0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0783.degrees latitude (g = 980.6199 gals.).
 AW0783
 AW0783.The modeled gravity was interpolated from observed gravity values.
 AW0783
 AW0783;                    North         East    Units  Estimated Accuracy
 AW0783;SPC TXSC     - 4,238,810.      946,060.      MT  (+/- 180 meters Scaled)
 AW0783
 AW0783                          SUPERSEDED SURVEY CONTROL
 AW0783
 AW0783  NGVD 29 (12/23/87)   26.719  (m)           87.66   (f) ADJUSTED    1 2
 AW0783
 AW0783.Superseded values are not recommended for survey control.
 AW0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0783.See file dsdata.txt to determine how the superseded data were derived.
 AW0783
 AW0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP669146(NAD 83)
 AW0783_MARKER: DD = SURVEY DISK
 AW0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0783_SP_SET: CONCRETE POST
 AW0783_STAMPING: N 9
 AW0783_MARK LOGO: TXHD  
 AW0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0783+STABILITY: SURFACE MOTION
 AW0783
 AW0783  HISTORY     - Date     Condition        Report By
 AW0783  HISTORY     - UNK      MONUMENTED       TXHD
 AW0783  HISTORY     - 1978     GOOD             NGS
 AW0783  HISTORY     - 1987     GOOD             NGS
 AW0783  HISTORY     - 19960204 MARK NOT FOUND   NGS
 AW0783
 AW0783                          STATION DESCRIPTION
 AW0783
 AW0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0783'13.2 MI SOUTH FROM SPRING.
 AW0783'10.5 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD, THENCE 2.0
 AW0783'MILES WEST ALONG FARM ROAD 525, AND THENCE 0.7 MILES NORTH ALONG
 AW0783'I-45 (WEST SIDE), LOCATED 0.1 MILE WEST OF I-45 IN THE CENTER DIVIDER
 AW0783'OF WHAT WILL BE NORTH BELT LEADING WEST, BENCH MARK IS A CONCRETE
 AW0783'POST, 2 INCHES, WHICH IS 20 FEET DEEP WITH REBAR AND SURROUNDED BY
 AW0783'FOUR WOODEN SECTIONS OF TELEPHONE POLES, 118 FEET NORTH OF THE
 AW0783'CENTERLINE OF THE EAST BOUND LANES, 100 FEET SOUTH OF THE CENTERLINE
 AW0783'OF THE WEST BOUND LANES, AND 2 FEET WEST OF NEW METAL WITNESS POST.
 AW0783
 AW0783                          STATION RECOVERY (1987)
 AW0783
 AW0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0783'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.4 KM (3.35
 AW0783'MI) WESTERLY ALONG FARM ROAD 525 FROM THE HIGH SCHOOL IN ALDINE,
 AW0783'THENCE 1.0 KM (0.6 MI) NORTH ALONG INTERSTATE HIGHWAY 45 EAST FRONTAGE
 AW0783'ROAD, THENCE 0.2 KM (0.1 MI) WEST ALONG NORTH BELT.  ADD--0.3 M (1.0
 AW0783'FT) NORTH OF A WITNESS POST.
 AW0783
 AW0783                          STATION RECOVERY (1996)
 AW0783
 AW0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0783'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 AW0783'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1856 ***********************************************************************
 BK1856  DESIGNATION -  N 90
 BK1856  PID         -  BK1856
 BK1856  STATE/COUNTY-  TX/JASPER
 BK1856  USGS QUAD   -  KIRBYVILLE (1984)
 BK1856
 BK1856                         *CURRENT SURVEY CONTROL
 BK1856  ___________________________________________________________________
 BK1856* NAD 83(1986)-  30 38 37.     (N)    093 53 31.     (W)     SCALED    
 BK1856* NAVD 88     -        35.11   (+/-2cm)     115.2    (feet)  VERTCON   
 BK1856  ___________________________________________________________________
 BK1856  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BK1856
 BK1856  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1856
 BK1856.The horizontal coordinates were scaled from a topographic map and have
 BK1856.an estimated accuracy of +/- 6 seconds.
 BK1856
 BK1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1856.The vertical order pertains to the NGVD 29 superseded value.
 BK1856
 BK1856.The geoid height was determined by GEOID03.
 BK1856
 BK1856;                    North         East    Units  Estimated Accuracy
 BK1856;SPC TX C     - 3,126,170.    1,317,050.      MT  (+/- 180 meters Scaled)
 BK1856
 BK1856                          SUPERSEDED SURVEY CONTROL
 BK1856
 BK1856  NGVD 29 (??/??/??)   35.096  (m)          115.14   (f) ADJUSTED    1 2
 BK1856
 BK1856.Superseded values are not recommended for survey control.
 BK1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1856.See file dsdata.txt to determine how the superseded data were derived.
 BK1856
 BK1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP145904(NAD 83)
 BK1856_MARKER: DB = BENCH MARK DISK
 BK1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1856_STAMPING: 115.144 N 90 1932
 BK1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1856+STABILITY: SURFACE MOTION
 BK1856
 BK1856  HISTORY     - Date     Condition        Report By
 BK1856  HISTORY     - 1932     MONUMENTED       CGS
 BK1856  HISTORY     - 1935     GOOD             CGS
 BK1856  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1856  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1856  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1856
 BK1856                          STATION DESCRIPTION
 BK1856
 BK1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1856'3.2 MI N FROM CALL JUNCTION.
 BK1856'3.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1856'STATION AT CALL JUNCTION, JASPER COUNTY, 1.3 MILES SOUTH OF THE
 BK1856'STATION AT KIRBYVILLE, 8-1/2 POLES NORTH OF MILE POLE 51, 4-1/2 POLES
 BK1856'NORTH OF THE CROSSING OF A ROAD, 50 FEET EAST OF THE TRACK, AND AT THE
 BK1856'FENCE LINE.  A STANDARD DISK, STAMPED 115.144 N 90 1932 AND SET IN THE
 BK1856'TOP OF A CONCRETE POST.
 BK1856
 BK1856                          STATION RECOVERY (1935)
 BK1856
 BK1856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BK1856'RECOVERED IN GOOD CONDITION.
 BK1856
 BK1856                          STATION RECOVERY (1978)
 BK1856
 BK1856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1856'MARK NOT FOUND.
 BK1856
 BK1856                          STATION RECOVERY (1979)
 BK1856
 BK1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1856'MARK NOT FOUND.
 BK1856
 BK1856                          STATION RECOVERY (2004)
 BK1856
 BK1856'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0713 ***********************************************************************
 BZ0713  DESIGNATION -  N 900
 BZ0713  PID         -  BZ0713
 BZ0713  STATE/COUNTY-  TX/MCLENNAN
 BZ0713  USGS QUAD   -  ELM MOTT (1975)
 BZ0713
 BZ0713                         *CURRENT SURVEY CONTROL
 BZ0713  ___________________________________________________________________
 BZ0713* NAD 83(1993)-  31 38 19.94135(N)    097 04 43.35518(W)     ADJUSTED  
 BZ0713* NAVD 88     -       143.844  (meters)     471.93   (feet)  ADJUSTED  
 BZ0713  ___________________________________________________________________
 BZ0713  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 BZ0713  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BZ0713  DYNAMIC HT  -         143.665 (meters)     471.34  (feet)  COMP
 BZ0713  MODELED GRAV-     979,394.8   (mgal)                       NAVD 88
 BZ0713
 BZ0713  HORZ ORDER  -  SECOND
 BZ0713  VERT ORDER  -  FIRST     CLASS II
 BZ0713
 BZ0713.This mark is at Tstc Waco (CNW) Airport (CNW)
 BZ0713
 BZ0713.The horizontal coordinates were established by classical geodetic methods
 BZ0713.and adjusted by the National Geodetic Survey in February 1996..
 BZ0713
 BZ0713.The orthometric height was determined by differential leveling
 BZ0713.and adjusted by the National Geodetic Survey in June 1991..
 BZ0713.WARNING-Repeat measurements at this control monument indicate possible
 BZ0713.vertical movement.
 BZ0713
 BZ0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0713
 BZ0713.The geoid height was determined by GEOID03.
 BZ0713
 BZ0713.The dynamic height is computed by dividing the NAVD 88
 BZ0713.geopotential number by the normal gravity value computed on the
 BZ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0713.degrees latitude (g = 980.6199 gals.).
 BZ0713
 BZ0713.The modeled gravity was interpolated from observed gravity values.
 BZ0713
 BZ0713;                    North         East     Units Scale Factor Converg.
 BZ0713;SPC TX C     - 3,223,150.520 1,008,677.381   MT  0.99994347   +1 40 34.8
 BZ0713;SPC TX C     -10,574,619.66  3,309,302.37   sFT  0.99994347   +1 40 34.8
 BZ0713;UTM  14      - 3,502,011.408   682,199.280   MT  1.00000944   +1 00 29.2
 BZ0713
 BZ0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0713!SPC TX C     -   0.99998162  x   0.99994347  =   0.99992509
 BZ0713!UTM  14      -   0.99998162  x   1.00000944  =   0.99999106
 BZ0713
 BZ0713                          SUPERSEDED SURVEY CONTROL
 BZ0713
 BZ0713  NAD 83(1986)-  31 38 19.95114(N)    097 04 43.33691(W) AD(       ) 2
 BZ0713  NAD 27      -  31 38 19.36200(N)    097 04 42.34000(W) AD(       ) 2
 BZ0713  NGVD 29 (??/??/92)  143.676  (m)          471.38   (f) ADJ UNCH    1 2
 BZ0713
 BZ0713.Superseded values are not recommended for survey control.
 BZ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0713.See file dsdata.txt to determine how the superseded data were derived.
 BZ0713
 BZ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8219902011(NAD 83)
 BZ0713_MARKER: DB = BENCH MARK DISK
 BZ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0713_SP_SET: BASE
 BZ0713_STAMPING: N 900 1944
 BZ0713_MARK LOGO: CGS   
 BZ0713_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BZ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0713+STABILITY: SURFACE MOTION
 BZ0713
 BZ0713  HISTORY     - Date     Condition        Report By
 BZ0713  HISTORY     - 1944     MONUMENTED       CGS
 BZ0713  HISTORY     - 1948     GOOD             CGS
 BZ0713  HISTORY     - 1975     GOOD             NGS
 BZ0713  HISTORY     - 1980     POOR             NGS
 BZ0713  HISTORY     - 1981     POOR             USGS
 BZ0713  HISTORY     - 19910527 POOR             USPSQD
 BZ0713  HISTORY     - 19910615 GOOD             NGS
 BZ0713  HISTORY     - 19950715 POOR             USPSQD
 BZ0713  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0713  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0713
 BZ0713                          STATION DESCRIPTION
 BZ0713
 BZ0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BZ0713'IN JAMES CONNALY AFB.
 BZ0713'AT JAMES CONNALLY AFB (FORMERLY WACO ARMY AIR FIELD), MCLENNAN COUNTY,
 BZ0713'AT THE CENTER CONTROL TOWER, IN THE TOP OF THE CONCRETE BASE OF THE
 BZ0713'NORTHEAST LEG.
 BZ0713
 BZ0713                          STATION RECOVERY (1948)
 BZ0713
 BZ0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 BZ0713'THE STATION IS LOCATED ON THE WACO ARMY AIR BASE WHICH IS ABOUT
 BZ0713'6 MILES NORTHEAST OF WACO.
 BZ0713'
 BZ0713'B.M. N-900 (USC AND GS) (REFERENCE MARK NO. 2) IS 311.77 FEET
 BZ0713'EAST OF STATION WAAF.  IN THE CONCRETE BASE OF THE NORTHEAST LEG
 BZ0713'OF THE CONTROL TOWER, 18.5 FEET SOUTHWEST OF A FIRE HYDRANT AND
 BZ0713'30 FEET WEST OF THE WEST EDGE OF THE RUNWAY.  THE DISK IS A
 BZ0713'STANDARD USC AND GS BENCH MARK SET IN A DRILL HOLE IN THE
 BZ0713'CONCRETE BASE OF THE CONTROL TOWER AND IS FLUSH WITH THE
 BZ0713'SURFACE.  THE DISK IS STAMPED N-900.
 BZ0713'
 BZ0713'THE STATION WAS REACHED FROM THE POST OFFICE, IN THE SMALL
 BZ0713'SETTLEMENT OF EL MOTT, WHICH IS ABOUT 8 MILES NORTHEAST OF THE
 BZ0713'COURT HOUSE IN WACO, BY GOING SOUTHEAST ON U.S. HIGHWAY 77 AND
 BZ0713'81 FOR 2.5 MILES TO A T-INTERSECTION AND STATE ROUTE 8 TO THE
 BZ0713'LEFT.  TURN LEFT, ON STATE ROUTE 8 FOR 1.0 MILE TO THE ENTRANCE
 BZ0713'TO THE AIRFIELD ON THE SOUTH OR RIGHT.  TURN RIGHT THRU THE
 BZ0713'GATE AND MAKE WAY TO THE CONTROL TOWER.
 BZ0713
 BZ0713                          STATION RECOVERY (1975)
 BZ0713
 BZ0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 BZ0713'STATION RECOVERED IN GOOD CONDITION.
 BZ0713'
 BZ0713'STATION IS LOCATED 165 FT. S. OF CONTROL TOWER.  29.0 FT. NNE.
 BZ0713'OF NE. CORNER OF CINDER BLOCK BLDG. NO. 6-1.  21.4 FT. E. OF SE.
 BZ0713'CORNER OF FENCE AROUND ELECTRIC TRANSFORMERS.  3.9 FT. W. OF
 BZ0713'SIDEWALK.  1/2 OF DISK IS MISSING.
 BZ0713'
 BZ0713'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT
 BZ0713'JAMES CONNALLY AIRPORT
 BZ0713
 BZ0713                          STATION RECOVERY (1980)
 BZ0713
 BZ0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0713'IN LACY LAKEVIEW,AT THE TEXAS STATE TECHNICAL INSTITUTE, AT THE
 BZ0713'PRESENT AIRPORT CONTROL TOWER, IN TOP OF THE NORTHEAST CONCRETE BASE
 BZ0713'OF THE NORTHEAST LEG OF THE ORIGINAL LOCATION OF THE TOWER, 45.6 M.
 BZ0713'(149.5 FT.) SOUTH OF THE SOUTHEAST CORNER OF THE EXISTING CONTROL
 BZ0713'TOWER, 46.3 M. (152.0 FT.) SOUTHWEST OF THE CENTER OF 60-CM. BY
 BZ0713'0.6-M. BOX CULVERT HEADWALL, 9.0 M. (29.5 FT.) EAST OF THE EAST FACE
 BZ0713'OF BUILDING NUMBER 6-7, 8.8 M. (29.0 FT.) NORTH OF THE NORTHEAST
 BZ0713'CORNER OF BUILDING NUMBER 6-18, 1.2 M. (3.8 FT.) WEST OF THE WEST EDGE
 BZ0713'OF A NORTH-SOUTH SIDEWALK, NOTE-CONTACT SHOULD BE MADE WITH THE
 BZ0713'AIRPORT MANAGER. THE CENTRAL TOWER HAS BEEN MOVED TO THE NORTH FROM
 BZ0713'THE ORIGINAL DESCRIPTION. 1/2 OF THE DISK HAS BEEN REMOVED. HIGH POINT
 BZ0713'HELD THIS SURVEY.
 BZ0713'THE MARK IS ABOVE LEVEL WITH THE GROUND..
 BZ0713
 BZ0713                          STATION RECOVERY (1981)
 BZ0713
 BZ0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BZ0713'STATION RECOVERED, 1/2 OF DISK IS GONE AND DESCRIPTION NO LONGER
 BZ0713'ACCURATE. STATION IS LOCATED AT TEXAS STATE TECHNICAL INSTITUTE--WACO
 BZ0713'AIRPORT. STATION IS CEMENTED IN A CONCRETE PAD IN FRONT (GRASS) OF A
 BZ0713'SMALL BUILDING DIRECTLY SOUTH OF THE CONCTROL TOWER BUILDING. STATION
 BZ0713'IS 165 FEET S OF THE CONTROL TOWER, 3.9 FEET W OF A SIDEWALK , 21.4
 BZ0713'FEET E OF SE CORNER OF A FENCE AROUND SOME TRANSFORMERS, AND 29.0
 BZ0713'FEET NNE OF NE CORNER OF CINDER BLOCK BUILDING NO. 6-1.
 BZ0713
 BZ0713                          STATION RECOVERY (1991)
 BZ0713
 BZ0713'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0713'MARK RECOVERED IN POOR CONDITION.
 BZ0713
 BZ0713                          STATION RECOVERY (1991)
 BZ0713
 BZ0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BZ0713'LOCATED 165 FT (50.3 M) S OF THE CONTROL TOWER, 3.9 FT (1.2 M) W OF A
 BZ0713'SIDEWALK, 21.4 FT (6.5 M) E OF SE CORNER OF FENCE AROUND TRANSFORMERS
 BZ0713'AND 29.0 FT (8.8 M) NNE OF NE CORNER OF CINDER BLOCK BUILDING NO 6-1.
 BZ0713'A STANDARD BENCH MARK DISK STAMPED N 900 1944 SET IN A DRILL HOLE IN A
 BZ0713'SQUARE CONCRETE BLOCK.  NOTE, 1/2 OF THE DISK IS MISSING. NGS QUAD
 BZ0713'310971, STATION 1027.
 BZ0713
 BZ0713                          STATION RECOVERY (1995)
 BZ0713
 BZ0713'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0713'MARK RECOVERED IN POOR CONDITION.
 BZ0713
 BZ0713                          STATION RECOVERY (2001)
 BZ0713
 BZ0713'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ0713'MARK NOT FOUND.
 BZ0713
 BZ0713                          STATION RECOVERY (2003)
 BZ0713
 BZ0713'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ0713'CONTROL TOWER NOW HAS A NEW CONCRETE SLAB AROUND THE ENTIRE BUILDING
 BZ0713'WITH BUILDING RENOVATIONS COMPLETED.  MARKER PROBABLY NO LONGER
 BZ0713'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3251 ***********************************************************************
 AW3251  DESIGNATION -  N 900
 AW3251  PID         -  AW3251
 AW3251  STATE/COUNTY-  TX/MCLENNAN
 AW3251  USGS QUAD   -  JACINTO CITY (1982)
 AW3251
 AW3251                         *CURRENT SURVEY CONTROL
 AW3251  ___________________________________________________________________
 AW3251* NAD 83(1986)-  29 49 21.     (N)    095 13 03.     (W)     SCALED    
 AW3251* NAVD 88     -        11.75   (+/-2cm)      38.5    (feet)  VERTCON   
 AW3251  ___________________________________________________________________
 AW3251  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW3251
 AW3251  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3251
 AW3251.The horizontal coordinates were scaled from a topographic map and have
 AW3251.an estimated accuracy of +/- 6 seconds.
 AW3251
 AW3251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3251.The vertical order pertains to the NGVD 29 superseded value.
 AW3251
 AW3251.The geoid height was determined by GEOID03.
 AW3251
 AW3251;                    North         East    Units  Estimated Accuracy
 AW3251;SPC TX C     - 3,028,650.    1,194,360.      MT  (+/- 180 meters Scaled)
 AW3251
 AW3251                          SUPERSEDED SURVEY CONTROL
 AW3251
 AW3251  NGVD 29 (??/??/92)   11.749  (m)           38.55   (f) ADJ UNCH    1 2
 AW3251
 AW3251.Superseded values are not recommended for survey control.
 AW3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3251.See file dsdata.txt to determine how the superseded data were derived.
 AW3251
 AW3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP857011(NAD 83)
 AW3251_MARKER: DB = BENCH MARK DISK
 AW3251_SETTING: 0 = UNSPECIFIED SETTING
 AW3251_STAMPING: N 900 1944
 AW3251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3251
 AW3251  HISTORY     - Date     Condition        Report By
 AW3251  HISTORY     - 1944     MONUMENTED       CGS
 AW3251  HISTORY     - 1975     POOR             NGS
 AW3251
 AW3251                          STATION DESCRIPTION
 AW3251
 AW3251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AW3251'IN JAMES CONNALLY AIRPORT.
 AW3251'LOCATED 165 FT. S. OF CONTROL TOWER.  29.0 FT. NNE. OF NE. CORNER OF
 AW3251'CINDER BLOCK BLDG. NO. 6-1.  21.4 FT. E. OF SE. CORNER OF FENCE AROUND
 AW3251'ELECTRIC TRANSFORMERS.  3.9 FT. W. OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0508 ***********************************************************************
 DN0508  DESIGNATION -  N 902
 DN0508  PID         -  DN0508
 DN0508  STATE/COUNTY-  TX/GRAYSON
 DN0508  USGS QUAD   -  SHERMAN (1974)
 DN0508
 DN0508                         *CURRENT SURVEY CONTROL
 DN0508  ___________________________________________________________________
 DN0508* NAD 83(1986)-  33 37 58.     (N)    096 35 33.     (W)     SCALED    
 DN0508* NAVD 88     -       220.754  (meters)     724.26   (feet)  ADJUSTED  
 DN0508  ___________________________________________________________________
 DN0508  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN0508  DYNAMIC HT  -         220.516 (meters)     723.48  (feet)  COMP
 DN0508  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 DN0508
 DN0508  VERT ORDER  -  SECOND    CLASS 0
 DN0508
 DN0508.The horizontal coordinates were scaled from a topographic map and have
 DN0508.an estimated accuracy of +/- 6 seconds.
 DN0508
 DN0508.The orthometric height was determined by differential leveling
 DN0508.and adjusted by the National Geodetic Survey in June 1991..
 DN0508
 DN0508.The geoid height was determined by GEOID03.
 DN0508
 DN0508.The dynamic height is computed by dividing the NAVD 88
 DN0508.geopotential number by the normal gravity value computed on the
 DN0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0508.degrees latitude (g = 980.6199 gals.).
 DN0508
 DN0508.The modeled gravity was interpolated from observed gravity values.
 DN0508
 DN0508;                    North         East    Units  Estimated Accuracy
 DN0508;SPC TXNC     - 2,219,630.      776,960.      MT  (+/- 180 meters Scaled)
 DN0508
 DN0508                          SUPERSEDED SURVEY CONTROL
 DN0508
 DN0508  NGVD 29 (??/??/92)  220.734  (m)          724.19   (f) ADJ UNCH    2 0
 DN0508
 DN0508.Superseded values are not recommended for survey control.
 DN0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0508.See file dsdata.txt to determine how the superseded data were derived.
 DN0508
 DN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC233240(NAD 83)
 DN0508_MARKER: DB = BENCH MARK DISK
 DN0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0508_SP_SET: CULVERT
 DN0508_STAMPING: N 902 1945
 DN0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0508
 DN0508  HISTORY     - Date     Condition        Report By
 DN0508  HISTORY     - 1945     MONUMENTED       CGS
 DN0508  HISTORY     - 1952     GOOD             NGS
 DN0508
 DN0508                          STATION DESCRIPTION
 DN0508
 DN0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0508'1.2 MI SE FROM SHERMAN.
 DN0508'0.6 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0508'FROM THE UNION STATION AT SHERMAN, THENCE 0.6 MILE EAST ALONG ODNEAL
 DN0508'STREET, 90 FEET NORTH OF THE CENTER LINE OF ODNEAL STREET, 10 FEET
 DN0508'WEST OF THE CENTER LINE OF GRIBBLE AVENUE, SET IN THE TOP OF THE SOUTH
 DN0508'END OF THE WEST HEADWALL OF A 12 FOOT CONCRETE CULVERT UNDER GRIBBLE
 DN0508'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0046 ***********************************************************************
 CV0046  DESIGNATION -  N 903
 CV0046  PID         -  CV0046
 CV0046  STATE/COUNTY-  TX/MIDLAND
 CV0046  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0046
 CV0046                         *CURRENT SURVEY CONTROL
 CV0046  ___________________________________________________________________
 CV0046* NAD 83(1986)-  32 00 27.     (N)    102 04 44.     (W)     SCALED    
 CV0046* NAVD 88     -       848.758  (meters)    2784.63   (feet)  ADJUSTED  
 CV0046  ___________________________________________________________________
 CV0046  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CV0046  DYNAMIC HT  -         847.564 (meters)    2780.72  (feet)  COMP
 CV0046  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 CV0046
 CV0046  VERT ORDER  -  FIRST     CLASS II
 CV0046
 CV0046.The horizontal coordinates were scaled from a topographic map and have
 CV0046.an estimated accuracy of +/- 6 seconds.
 CV0046
 CV0046.The orthometric height was determined by differential leveling
 CV0046.and adjusted by the National Geodetic Survey in June 1991..
 CV0046
 CV0046.The geoid height was determined by GEOID03.
 CV0046
 CV0046.The dynamic height is computed by dividing the NAVD 88
 CV0046.geopotential number by the normal gravity value computed on the
 CV0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0046.degrees latitude (g = 980.6199 gals.).
 CV0046
 CV0046.The modeled gravity was interpolated from observed gravity values.
 CV0046
 CV0046;                    North         East    Units  Estimated Accuracy
 CV0046;SPC TX C     - 3,260,800.      535,070.      MT  (+/- 180 meters Scaled)
 CV0046
 CV0046                          SUPERSEDED SURVEY CONTROL
 CV0046
 CV0046  NGVD 29 (??/??/92)  848.38   (m)         2783.4    (f) COMPUTED    1 2
 CV0046
 CV0046.Superseded values are not recommended for survey control.
 CV0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0046.See file dsdata.txt to determine how the superseded data were derived.
 CV0046
 CV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR759449(NAD 83)
 CV0046_MARKER: DB = BENCH MARK DISK
 CV0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0046_STAMPING: N 903 1945
 CV0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0046+STABILITY: SURFACE MOTION
 CV0046
 CV0046  HISTORY     - Date     Condition        Report By
 CV0046  HISTORY     - 1945     MONUMENTED       CGS
 CV0046  HISTORY     - 1956     GOOD             NGS
 CV0046  HISTORY     - 1965     MARK NOT FOUND   USGS
 CV0046
 CV0046                          STATION DESCRIPTION
 CV0046
 CV0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CV0046'0.65 MI N FROM MIDLAND.
 CV0046'1 BLOCK WEST ALONG WEST WALL AVENUE FROM THE COURTHOUSE AT MIDLAND,
 CV0046'THENCE 0.65 MILE NORTH ALONG NORTH BIG SPRING STREET, AT A JUNCTION
 CV0046'WITH MAIDEN LANE, 5.4 FEET EAST OF THE EAST CURB OF NORTH BIG SPRING
 CV0046'STREET, 40 FEET SOUTH OF THE CENTER LINE OF MAIDEN LANE, 20.5 FEET
 CV0046'WEST OF A BOARD FENCE, 24.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CV0046'A HOUSE, 0.4 FOOT EAST OF THE EAST EDGE OF A SIDEWALK, SET IN THE TOP
 CV0046'OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CV0046
 CV0046                          STATION RECOVERY (1965)
 CV0046
 CV0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CV0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0988 ***********************************************************************
 CS0988  DESIGNATION -  N 906
 CS0988  PID         -  CS0988
 CS0988  STATE/COUNTY-  TX/ELLIS
 CS0988  USGS QUAD   -  BOZ (1978)
 CS0988
 CS0988                         *CURRENT SURVEY CONTROL
 CS0988  ___________________________________________________________________
 CS0988* NAD 83(1986)-  32 21 06.     (N)    096 58 19.     (W)     SCALED    
 CS0988* NAVD 88     -       198.297  (meters)     650.58   (feet)  ADJUSTED  
 CS0988  ___________________________________________________________________
 CS0988  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CS0988  DYNAMIC HT  -         198.060 (meters)     649.80  (feet)  COMP
 CS0988  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 CS0988
 CS0988  VERT ORDER  -  SECOND    CLASS 0
 CS0988
 CS0988.The horizontal coordinates were scaled from a topographic map and have
 CS0988.an estimated accuracy of +/- 6 seconds.
 CS0988
 CS0988.The orthometric height was determined by differential leveling
 CS0988.and adjusted by the National Geodetic Survey in June 1991..
 CS0988
 CS0988.The geoid height was determined by GEOID03.
 CS0988
 CS0988.The dynamic height is computed by dividing the NAVD 88
 CS0988.geopotential number by the normal gravity value computed on the
 CS0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0988.degrees latitude (g = 980.6199 gals.).
 CS0988
 CS0988.The modeled gravity was interpolated from observed gravity values.
 CS0988
 CS0988;                    North         East    Units  Estimated Accuracy
 CS0988;SPC TXNC     - 2,077,010.      743,820.      MT  (+/- 180 meters Scaled)
 CS0988
 CS0988                          SUPERSEDED SURVEY CONTROL
 CS0988
 CS0988  NGVD 29 (??/??/92)  198.276  (m)          650.51   (f) ADJ UNCH    2 0
 CS0988
 CS0988.Superseded values are not recommended for survey control.
 CS0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0988.See file dsdata.txt to determine how the superseded data were derived.
 CS0988
 CS0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA908812(NAD 83)
 CS0988_MARKER: DB = BENCH MARK DISK
 CS0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0988_STAMPING: N 906 1946
 CS0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0988+STABILITY: SURFACE MOTION
 CS0988
 CS0988  HISTORY     - Date     Condition        Report By
 CS0988  HISTORY     - 1946     MONUMENTED       CGS
 CS0988
 CS0988                          STATION DESCRIPTION
 CS0988
 CS0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0988'8.1 MI SW FROM WAXAHACHIE.
 CS0988'TO REACH FROM THE COURTHOUSE IN WAXAHACHIE GO SOUTHWEST ALONG THE
 CS0988'WAXAHACHIE-MAY PEARL ROAD FOR 8.1 MILES TO SITE OF BENCH MARK.  IT IS
 CS0988'22 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 2 FEET NORTHWEST OF A
 CS0988'FENCE, 60 FEET SOUTHWEST OF SOUTHWEST END OF A BRIDGE.  IT IS A DISK
 CS0988'SET IN TOP OF CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  A 4X4 INCH
 CS0988'WHITE WITNESS POST WAS SET NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2096 ***********************************************************************
 CS2096  DESIGNATION -  N 907 RESET 1956
 CS2096  PID         -  CS2096
 CS2096  STATE/COUNTY-  TX/ELLIS
 CS2096  USGS QUAD   -  MAYPEARL (1978)
 CS2096
 CS2096                         *CURRENT SURVEY CONTROL
 CS2096  ___________________________________________________________________
 CS2096* NAD 83(1986)-  32 21 46.     (N)    097 03 16.     (W)     SCALED    
 CS2096* NAVD 88     -       192.88   (meters)     632.8    (feet)  RESET     
 CS2096  ___________________________________________________________________
 CS2096  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CS2096
 CS2096  VERT ORDER  -  THIRD
 CS2096
 CS2096.The horizontal coordinates were scaled from a topographic map and have
 CS2096.an estimated accuracy of +/- 6 seconds.
 CS2096
 CS2096.The orthometric height was computed from unverified reset data.
 CS2096
 CS2096.The geoid height was determined by GEOID03.
 CS2096
 CS2096;                    North         East    Units  Estimated Accuracy
 CS2096;SPC TXNC     - 2,078,130.      736,040.      MT  (+/- 180 meters Scaled)
 CS2096
 CS2096                          SUPERSEDED SURVEY CONTROL
 CS2096
 CS2096.No superseded survey control is available for this station.
 CS2096
 CS2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA830823(NAD 83)
 CS2096_MARKER: DB = BENCH MARK DISK
 CS2096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2096_SP_SET: MONUMENT
 CS2096_STAMPING: N 907 RESET 1956
 CS2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2096
 CS2096  HISTORY     - Date     Condition        Report By
 CS2096  HISTORY     - 1956     MONUMENTED       CGS
 CS2096
 CS2096                          STATION DESCRIPTION
 CS2096
 CS2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS2096'5.0 MI NW FROM MAYPEARL.
 CS2096'IN ELLIS COUNTY, 5.0 MILES NORTHWEST FROM MAYPEARL, ALONG F.M. HIGHWAY
 CS2096'NO. 157, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY POST, 40 FEET NORTH OF A
 CS2096'FENCE CORNER AND GATE POST AND NORTH, ACROSS A ROAD EAST, FROM A LARGE
 CS2096'WHITE FARM HOUSE AND A SET OF WHITE BUILDINGS.  A DISK STAMPED N 907
 CS2096'RESET 1956 IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0574 ***********************************************************************
 BM0574  DESIGNATION -  N 908
 BM0574  PID         -  BM0574
 BM0574  STATE/COUNTY-  TX/TRAVIS
 BM0574  USGS QUAD   -  MONTOPOLIS (1988)
 BM0574
 BM0574                         *CURRENT SURVEY CONTROL
 BM0574  ___________________________________________________________________
 BM0574* NAD 83(1986)-  30 12 29.     (N)    097 40 16.     (W)     SCALED    
 BM0574* NAVD 88     -       156.34   (+/-2cm)     512.9    (feet)  VERTCON   
 BM0574  ___________________________________________________________________
 BM0574  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BM0574
 BM0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0574
 BM0574.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 BM0574
 BM0574.The horizontal coordinates were scaled from a topographic map and have
 BM0574.an estimated accuracy of +/- 6 seconds.
 BM0574
 BM0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0574.The vertical order pertains to the NGVD 29 superseded value.
 BM0574
 BM0574.The geoid height was determined by GEOID03.
 BM0574
 BM0574;                    North         East    Units  Estimated Accuracy
 BM0574;SPC TX C     - 3,063,080.      956,300.      MT  (+/- 180 meters Scaled)
 BM0574
 BM0574                          SUPERSEDED SURVEY CONTROL
 BM0574
 BM0574  NGVD 29 (??/??/92)  156.259  (m)          512.66   (f) ADJ UNCH    2 0
 BM0574
 BM0574.Superseded values are not recommended for survey control.
 BM0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0574.See file dsdata.txt to determine how the superseded data were derived.
 BM0574
 BM0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU279425(NAD 83)
 BM0574_MARKER: DB = BENCH MARK DISK
 BM0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0574_SP_SET: DOOR STOP
 BM0574_STAMPING: N 908 1944
 BM0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0574
 BM0574  HISTORY     - Date     Condition        Report By
 BM0574  HISTORY     - 1944     MONUMENTED       CGS
 BM0574  HISTORY     - 19860601 MARK NOT FOUND   USGS
 BM0574
 BM0574                          STATION DESCRIPTION
 BM0574
 BM0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0574'8.5 MI SE FROM AUSTIN.
 BM0574'MARK IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF THE POST OFFICE IN AUSTIN
 BM0574'AT BERGSTROM ARMY AIR FIELD AT THE WEST END OF THE MAIN HANGAR, 12
 BM0574'FEET SOUTH OF HANGAR DOOR IN TOP OF 3 FOOT CONCRETE DOOR STOP.
 BM0574
 BM0574                          STATION RECOVERY (1986)
 BM0574
 BM0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 BM0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1535 ***********************************************************************
 AN1535  DESIGNATION -  N 909
 AN1535  PID         -  AN1535
 AN1535  STATE/COUNTY-  TX/BEE
 AN1535  USGS QUAD   -  SKIDMORE (1979)
 AN1535
 AN1535                         *CURRENT SURVEY CONTROL
 AN1535  ___________________________________________________________________
 AN1535* NAD 83(1986)-  28 22 12.     (N)    097 39 44.     (W)     SCALED    
 AN1535* NAVD 88     -        58.24   (+/-2cm)     191.1    (feet)  VERTCON   
 AN1535  ___________________________________________________________________
 AN1535  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1535
 AN1535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1535
 AN1535.The horizontal coordinates were scaled from a topographic map and have
 AN1535.an estimated accuracy of +/- 6 seconds.
 AN1535
 AN1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1535.The vertical order pertains to the NGVD 29 superseded value.
 AN1535
 AN1535.The geoid height was determined by GEOID03.
 AN1535
 AN1535;                    North         East    Units  Estimated Accuracy
 AN1535;SPC TXSC     - 4,060,230.      731,130.      MT  (+/- 180 meters Scaled)
 AN1535
 AN1535                          SUPERSEDED SURVEY CONTROL
 AN1535
 AN1535  NGVD 29 (??/??/92)   58.250  (m)          191.11   (f) ADJ UNCH    2 0
 AN1535
 AN1535.Superseded values are not recommended for survey control.
 AN1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1535.See file dsdata.txt to determine how the superseded data were derived.
 AN1535
 AN1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS310389(NAD 83)
 AN1535_MARKER: DB = BENCH MARK DISK
 AN1535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1535_SP_SET: BUILDING FOUNDATION
 AN1535_STAMPING: N 909 1944
 AN1535_MARK LOGO: CGS   
 AN1535_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1535
 AN1535  HISTORY     - Date     Condition        Report By
 AN1535  HISTORY     - 1944     MONUMENTED       CGS
 AN1535  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1535  HISTORY     - 19920210 GOOD             LOCENG
 AN1535  HISTORY     - 19970725 GOOD             USPSQD
 AN1535
 AN1535                          STATION DESCRIPTION
 AN1535
 AN1535'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1535'IN CHASE NAVAL AUX AIR STA.
 AN1535'AT CHASE NAVAL AUXILIARY AIR STATION, BEE COUNTY, 1.0 MILE SOUTH OF
 AN1535'STATE HIGHWAY 202, AT THE MAIN HANGAR, AT THE EAST END, 1 FOOT WEST OF
 AN1535'THE DOOR, IN THE TOP OF THE CONCRETE FOUNDATION, AND 12 FEET SOUTH OF
 AN1535'THE SOUTHEAST CORNER.  A STANDARD DISK, STAMPED N 909 1944.
 AN1535
 AN1535                          STATION RECOVERY (1992)
 AN1535
 AN1535'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 AN1535'RECOVERED IN GOOD CONDITION.
 AN1535
 AN1535                          STATION RECOVERY (1997)
 AN1535
 AN1535'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2139 ***********************************************************************
 BX2139  DESIGNATION -  N 91
 BX2139  PID         -  BX2139
 BX2139  STATE/COUNTY-  TX/SABINE
 BX2139  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2139
 BX2139                         *CURRENT SURVEY CONTROL
 BX2139  ___________________________________________________________________
 BX2139* NAD 83(1986)-  31 12 53.     (N)    093 58 57.     (W)     SCALED    
 BX2139* NAVD 88     -        59.67   (+/-2cm)     195.8    (feet)  VERTCON   
 BX2139  ___________________________________________________________________
 BX2139  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BX2139
 BX2139  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2139
 BX2139.The horizontal coordinates were scaled from a topographic map and have
 BX2139.an estimated accuracy of +/- 6 seconds.
 BX2139
 BX2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2139.The vertical order pertains to the NGVD 29 superseded value.
 BX2139
 BX2139.The geoid height was determined by GEOID03.
 BX2139
 BX2139;                    North         East    Units  Estimated Accuracy
 BX2139;SPC TX C     - 3,188,880.    1,304,770.      MT  (+/- 180 meters Scaled)
 BX2139
 BX2139                          SUPERSEDED SURVEY CONTROL
 BX2139
 BX2139  NGVD 29 (??/??/??)   59.687  (m)          195.82   (f) ADJUSTED    1 2
 BX2139
 BX2139.Superseded values are not recommended for survey control.
 BX2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2139.See file dsdata.txt to determine how the superseded data were derived.
 BX2139
 BX2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ064538(NAD 83)
 BX2139_MARKER: DB = BENCH MARK DISK
 BX2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2139_STAMPING: N 91 1932 195.823
 BX2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2139+STABILITY: SURFACE MOTION
 BX2139
 BX2139  HISTORY     - Date     Condition        Report By
 BX2139  HISTORY     - 1932     MONUMENTED       CGS
 BX2139  HISTORY     - 1952     GOOD             CGS
 BX2139
 BX2139                          STATION DESCRIPTION
 BX2139
 BX2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2139'2.65 MI S FROM PINELAND.
 BX2139'2.65 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BX2139'THE STATION AT PINELAND, 0.65 MILE SOUTH OF A ROAD CROSSING, 2 POLES
 BX2139'SOUTH OF MILEPOST 95, 96 FEET WEST OF THE RAIL, 23 FEET EAST OF THE
 BX2139'CENTER LINE OF AN ABANDONED ROAD, 1.3 FEET WEST OF A WITNESS POST, 0.6
 BX2139'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE  POST WHICH
 BX2139'PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1846 ***********************************************************************
 CS1846  DESIGNATION -  N 910
 CS1846  PID         -  CS1846
 CS1846  STATE/COUNTY-  TX/TARRANT
 CS1846  USGS QUAD   -  AVONDALE (1982)
 CS1846
 CS1846                         *CURRENT SURVEY CONTROL
 CS1846  ___________________________________________________________________
 CS1846* NAD 83(1986)-  32 59 15.     (N)    097 24 59.     (W)     SCALED    
 CS1846* NAVD 88     -       254.800  (meters)     835.96   (feet)  ADJUSTED  
 CS1846  ___________________________________________________________________
 CS1846  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS1846  DYNAMIC HT  -         254.499 (meters)     834.97  (feet)  COMP
 CS1846  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 CS1846
 CS1846  VERT ORDER  -  FIRST     CLASS II
 CS1846
 CS1846.The horizontal coordinates were scaled from a topographic map and have
 CS1846.an estimated accuracy of +/- 6 seconds.
 CS1846
 CS1846.The orthometric height was determined by differential leveling
 CS1846.and adjusted by the National Geodetic Survey in June 1991..
 CS1846
 CS1846.The geoid height was determined by GEOID03.
 CS1846
 CS1846.The dynamic height is computed by dividing the NAVD 88
 CS1846.geopotential number by the normal gravity value computed on the
 CS1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1846.degrees latitude (g = 980.6199 gals.).
 CS1846
 CS1846.The modeled gravity was interpolated from observed gravity values.
 CS1846
 CS1846;                    North         East    Units  Estimated Accuracy
 CS1846;SPC TXNC     - 2,146,990.      701,270.      MT  (+/- 180 meters Scaled)
 CS1846
 CS1846                          SUPERSEDED SURVEY CONTROL
 CS1846
 CS1846  NGVD 29 (??/??/92)  254.756  (m)          835.81   (f) ADJ UNCH    1 2
 CS1846
 CS1846.Superseded values are not recommended for survey control.
 CS1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1846.See file dsdata.txt to determine how the superseded data were derived.
 CS1846
 CS1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB479510(NAD 83)
 CS1846_MARKER: DB = BENCH MARK DISK
 CS1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1846_STAMPING: N 910 1945
 CS1846_MARK LOGO: CGS   
 CS1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1846+STABILITY: SURFACE MOTION
 CS1846
 CS1846  HISTORY     - Date     Condition        Report By
 CS1846  HISTORY     - 1945     MONUMENTED       CGS
 CS1846  HISTORY     - 1962     GOOD             NGS
 CS1846  HISTORY     - 1984     GOOD             NGS
 CS1846  HISTORY     - 19970301 GOOD             USPSQD
 CS1846
 CS1846                          STATION DESCRIPTION
 CS1846
 CS1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1846'5.7 MI SE FROM RHOME.
 CS1846'TO REACH FROM THE F.W.AND D.C.R.R. STATION IN RHOME, GO SOUTHEASTERLY
 CS1846'ON U.S. HIGHWAY 81, 2.5 MILES.  AT THIS POINT THE HIGHWAY BEARS TO THE
 CS1846'RIGHT.  TAKE THE LEFT FORK AND FOLLOW THE OLD HIGHWAY ROUTE ALONG THE
 CS1846'RIGHT SIDE OF THE TRACKS, 2.9 MILES TO THE POINT OF DIVERGENCE OF THE
 CS1846'OLD HIGHWAY AND THE TRACKS WHICH IS OPPOSITE MILE POST 20.  BEAR TO
 CS1846'THE RIGHT AND CONTINUE ON THE OLD HIGHWAY 0.3 MILE TO THE MARK ON THE
 CS1846'RIGHT.  THE MARK IS A STANDARD DISK STAMPED N 910 1945, IN A CONCRETE
 CS1846'POST PROJECTING ABOUT 3 INCHES, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY
 CS1846'FENCE AND 27 FEET WEST OF AND ABOUT LEVEL WITH THE OLD HIGHWAY. NOTE--
 CS1846'THE BENCH MARK WAS REACHED FROM SAGINAW BY GOING 8.4 MILES NORTH ALONG
 CS1846'U.S. HIGHWAY 81-287 TO A FIVE POINT ROAD INTERSECTION, THENCE 1.3
 CS1846'MILES NORTHEAST ALONG A BLACK TOP ROAD TO BENCH MARK. A METAL WITNESS
 CS1846'POST WAS SET 1 FOOT SOUTH OF THE BENCH MARK.
 CS1846
 CS1846                          STATION RECOVERY (1984)
 CS1846
 CS1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1846'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 CS1846'TO REACH FOLLOWS.  8.8 KM (5.45 MI) SOUTHEASTERLY ALONG THE
 CS1846'BURLINGTON NORTHERN RAILROAD FROM ITS JUNCTION WITH 2ND STREET IN
 CS1846'RHOME, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A PAVED ROAD.
 CS1846
 CS1846                          STATION RECOVERY (1997)
 CS1846
 CS1846'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0846 ***********************************************************************
 AH0846  DESIGNATION -  N 911
 AH0846  PID         -  AH0846
 AH0846  STATE/COUNTY-  TX/NUECES
 AH0846  USGS QUAD   -  PETRONILA NE (1975)
 AH0846
 AH0846                         *CURRENT SURVEY CONTROL
 AH0846  ___________________________________________________________________
 AH0846* NAD 83(1986)-  27 38 29.     (N)    097 32 08.     (W)     SCALED    
 AH0846* NAVD 88     -        14.113  (meters)      46.30   (feet)  ADJUSTED  
 AH0846  ___________________________________________________________________
 AH0846  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AH0846  DYNAMIC HT  -          14.091 (meters)      46.23  (feet)  COMP
 AH0846  MODELED GRAV-     979,117.6   (mgal)                       NAVD 88
 AH0846
 AH0846  VERT ORDER  -  SECOND    CLASS 0
 AH0846
 AH0846.The horizontal coordinates were scaled from a topographic map and have
 AH0846.an estimated accuracy of +/- 6 seconds.
 AH0846
 AH0846.The orthometric height was determined by differential leveling
 AH0846.and adjusted by the National Geodetic Survey in June 1991..
 AH0846
 AH0846.The geoid height was determined by GEOID03.
 AH0846
 AH0846.The dynamic height is computed by dividing the NAVD 88
 AH0846.geopotential number by the normal gravity value computed on the
 AH0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0846.degrees latitude (g = 980.6199 gals.).
 AH0846
 AH0846.The modeled gravity was interpolated from observed gravity values.
 AH0846
 AH0846;                    North         East    Units  Estimated Accuracy
 AH0846;SPC TX S     - 5,219,150.      395,170.      MT  (+/- 180 meters Scaled)
 AH0846
 AH0846                          SUPERSEDED SURVEY CONTROL
 AH0846
 AH0846  NGVD 29 (??/??/92)   14.268  (m)           46.81   (f) ADJ UNCH    2 0
 AH0846
 AH0846.Superseded values are not recommended for survey control.
 AH0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0846.See file dsdata.txt to determine how the superseded data were derived.
 AH0846
 AH0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR444583(NAD 83)
 AH0846_MARKER: DB = BENCH MARK DISK
 AH0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0846_STAMPING: N 911 1945
 AH0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0846+STABILITY: SURFACE MOTION
 AH0846
 AH0846  HISTORY     - Date     Condition        Report By
 AH0846  HISTORY     - 1945     MONUMENTED       CGS
 AH0846  HISTORY     - 1949     GOOD             NGS
 AH0846  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0846  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0846  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0846
 AH0846                          STATION DESCRIPTION
 AH0846
 AH0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0846'8.75 MI N FROM CHAPMAN RANCH.
 AH0846'5.0 MILES WEST ALONG A PAVED ROAD LEADING TO BISHOP FROM CHAPMAN RANCH
 AH0846'HEADQUARTERS, NUECES COUNTY, 3.8 MILES NORTH ALONG A PAVED ROAD. 1.8
 AH0846'MILES NORTH OF THE NORTHWEST CORNER OF OUTLYING FIELD 2-A (ABANDONED),
 AH0846'1.0 MILE SOUTH OF THE ENTRANCE TO OUTLYING FIELD 21, 0.3 MILE NORTH OF
 AH0846'A CATTLE GUARD, AND 40 FEET EAST OF THE CENTERLINE OF THE ROAD. AN
 AH0846'IRON DISK, STAMPED N 911 1945 AND SET IN THE TOP OF A CONCRETE POST
 AH0846'PROJECTING 8 INCHES ABOVE GROUND.
 AH0846
 AH0846                          STATION RECOVERY (1969)
 AH0846
 AH0846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0846'MARK NOT FOUND.
 AH0846
 AH0846                          STATION RECOVERY (2001)
 AH0846
 AH0846'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0846'MARK NOT FOUND.
 AH0846
 AH0846                          STATION RECOVERY (2002)
 AH0846
 AH0846'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0112 ***********************************************************************
 CE0112  DESIGNATION -  N 912
 CE0112  PID         -  CE0112
 CE0112  STATE/COUNTY-  TX/EL PASO
 CE0112  USGS QUAD   -  EL PASO (1997)
 CE0112
 CE0112                         *CURRENT SURVEY CONTROL
 CE0112  ___________________________________________________________________
 CE0112* NAD 83(1986)-  31 47 55.     (N)    106 23 34.     (W)     SCALED    
 CE0112* NAVD 88     -      1195.649  (meters)    3922.73   (feet)  POSTED    
 CE0112  ___________________________________________________________________
 CE0112  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0112  DYNAMIC HT  -        1193.820 (meters)    3916.72  (feet)  COMP
 CE0112  MODELED GRAV-     979,066.8   (mgal)                       NAVD 88
 CE0112
 CE0112  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CE0112
 CE0112.This mark is at El Paso Intl (ELP) Airport (ELP)
 CE0112
 CE0112.The horizontal coordinates were scaled from a topographic map and have
 CE0112.an estimated accuracy of +/- 6 seconds.
 CE0112
 CE0112.The orthometric height was determined by differential leveling
 CE0112.and adjusted by the National Geodetic Survey in 1992..
 CE0112.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CE0112.rate of 1.1 thru 2.0 mm/km.
 CE0112
 CE0112.The geoid height was determined by GEOID03.
 CE0112
 CE0112.The dynamic height is computed by dividing the NAVD 88
 CE0112.geopotential number by the normal gravity value computed on the
 CE0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0112.degrees latitude (g = 980.6199 gals.).
 CE0112
 CE0112.The modeled gravity was interpolated from observed gravity values.
 CE0112
 CE0112;                    North         East    Units  Estimated Accuracy
 CE0112;SPC TX C     - 3,251,970.      126,470.      MT  (+/- 180 meters Scaled)
 CE0112
 CE0112                          SUPERSEDED SURVEY CONTROL
 CE0112
 CE0112  NGVD 29 (??/??/92) 1195.094  (m)         3920.90   (f) ADJ UNCH    1 2
 CE0112
 CE0112.Superseded values are not recommended for survey control.
 CE0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0112.See file dsdata.txt to determine how the superseded data were derived.
 CE0112
 CE0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR681189(NAD 83)
 CE0112_MARKER: DB = BENCH MARK DISK
 CE0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0112_SP_SET: CONCRETE BASE
 CE0112_STAMPING: N 912 1945
 CE0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0112
 CE0112  HISTORY     - Date     Condition        Report By
 CE0112  HISTORY     - 1945     MONUMENTED       CGS
 CE0112  HISTORY     - 1957     GOOD             NGS
 CE0112
 CE0112                          STATION DESCRIPTION
 CE0112
 CE0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CE0112'7.1 MI NE FROM EL PASO.
 CE0112'7.1 MILES NORTHEAST OF THE CITY HALL AT EL PASO ALONG U.S. HIGHWAY 62
 CE0112'AND PAVED ROAD TO THE EL PASO MUNICIPAL AIRPORT (ED ANDERSON FIELD),
 CE0112'125 FEET SOUTH OF THE SOUTH ENTRANCE TO THE AIRPORT OFFICE BUILDING 54
 CE0112'FEET NORTH OF CENTER LINE OF PAVED ROAD, 2 FEET SOUTHWEST OF THE
 CE0112'FLAGPOLE AND IN THE CONCRETE BASE OF THE FLAGPOLE.
 CE0112
 CE0112                          STATION RECOVERY (1957)
 CE0112
 CE0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CE0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0113 ***********************************************************************
 CE0113  DESIGNATION -  N 912 RESET
 CE0113  PID         -  CE0113
 CE0113  STATE/COUNTY-  TX/EL PASO
 CE0113  USGS QUAD   -  EL PASO (1997)
 CE0113
 CE0113                         *CURRENT SURVEY CONTROL
 CE0113  ___________________________________________________________________
 CE0113* NAD 83(1986)-  31 47 55.     (N)    106 23 34.     (W)     SCALED    
 CE0113* NAVD 88     -      1195.817  (meters)    3923.28   (feet)  POSTED    
 CE0113  ___________________________________________________________________
 CE0113  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0113  DYNAMIC HT  -        1193.980 (meters)    3917.25  (feet)  COMP
 CE0113  MODELED GRAV-     979,066.8   (mgal)                       NAVD 88
 CE0113
 CE0113  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CE0113
 CE0113.This mark is at El Paso Intl (ELP) Airport (ELP)
 CE0113
 CE0113.The horizontal coordinates were scaled from a topographic map and have
 CE0113.an estimated accuracy of +/- 6 seconds.
 CE0113
 CE0113.The orthometric height was determined by differential leveling
 CE0113.and adjusted by the National Geodetic Survey in 1992..
 CE0113.No vertical observational check was made to the station.
 CE0113.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CE0113.was located on a no-check spur therefore a value was not computed.
 CE0113
 CE0113.The geoid height was determined by GEOID03.
 CE0113
 CE0113.The dynamic height is computed by dividing the NAVD 88
 CE0113.geopotential number by the normal gravity value computed on the
 CE0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0113.degrees latitude (g = 980.6199 gals.).
 CE0113
 CE0113.The modeled gravity was interpolated from observed gravity values.
 CE0113
 CE0113;                    North         East    Units  Estimated Accuracy
 CE0113;SPC TX C     - 3,251,970.      126,470.      MT  (+/- 180 meters Scaled)
 CE0113
 CE0113                          SUPERSEDED SURVEY CONTROL
 CE0113
 CE0113  NGVD 29 (??/??/92) 1195.26   (m)         3921.4    (f) COMPUTED    1 2
 CE0113
 CE0113.Superseded values are not recommended for survey control.
 CE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0113.See file dsdata.txt to determine how the superseded data were derived.
 CE0113
 CE0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR681189(NAD 83)
 CE0113_MARKER: DB = BENCH MARK DISK
 CE0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0113_STAMPING: N 912 RESET 1957
 CE0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0113+STABILITY: SURFACE MOTION
 CE0113
 CE0113  HISTORY     - Date     Condition        Report By
 CE0113  HISTORY     - 1957     MONUMENTED       CGS
 CE0113  HISTORY     - 1958     GOOD             NGS
 CE0113  HISTORY     - 1962     MARK NOT FOUND   NGS
 CE0113  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0113
 CE0113                          STATION DESCRIPTION
 CE0113
 CE0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0113'2.3 MI NE FROM EL PASO.
 CE0113'ABOUT 1.1 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0113'OF LOOP 16 AT EL PASO, THENCE 0.7 MILE NORTHEAST ALONG AIRPORT ROAD,
 CE0113'THENCE 0.5 MILE EAST ALONG AN ASPHALT ROAD TO THE ADMINISTRATION
 CE0113'BUILDING OF THE EL PASO INTERNATIONAL AIRPORT.  ABOUT 300 FEET SOUTH
 CE0113'OF THE SOUTH ENTRANCE OF THE BUILDING, MIDWAY BETWEEN THE CENTER LINES
 CE0113'OF THE TWO TRAFFIC LANES OF THE ROAD LEADING SOUTH TO U.S. HIGHWAYS 62
 CE0113'AND 180, 4 FEET SOUTH OF THE NORTH CURB OF THE ISLAND BETWEEN THE TWO
 CE0113'TRAFFIC LANES, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CE0113
 CE0113                          STATION RECOVERY (1962)
 CE0113
 CE0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CE0113'MARK NOT FOUND.
 CE0113
 CE0113                          STATION RECOVERY (1981)
 CE0113
 CE0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0568 ***********************************************************************
 CU0568  DESIGNATION -  N 913
 CU0568  PID         -  CU0568
 CU0568  STATE/COUNTY-  TX/HOWARD
 CU0568  USGS QUAD   -  COAHOMA (1971)
 CU0568
 CU0568                         *CURRENT SURVEY CONTROL
 CU0568  ___________________________________________________________________
 CU0568* NAD 83(1986)-  32 16 56.     (N)    101 22 19.     (W)     SCALED    
 CU0568* NAVD 88     -       748.774  (meters)    2456.60   (feet)  ADJUSTED  
 CU0568  ___________________________________________________________________
 CU0568  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CU0568  DYNAMIC HT  -         747.751 (meters)    2453.25  (feet)  COMP
 CU0568  MODELED GRAV-     979,247.7   (mgal)                       NAVD 88
 CU0568
 CU0568  VERT ORDER  -  FIRST     CLASS II
 CU0568
 CU0568.The horizontal coordinates were scaled from a topographic map and have
 CU0568.an estimated accuracy of +/- 6 seconds.
 CU0568
 CU0568.The orthometric height was determined by differential leveling
 CU0568.and adjusted by the National Geodetic Survey in June 1991..
 CU0568
 CU0568.The geoid height was determined by GEOID03.
 CU0568
 CU0568.The dynamic height is computed by dividing the NAVD 88
 CU0568.geopotential number by the normal gravity value computed on the
 CU0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0568.degrees latitude (g = 980.6199 gals.).
 CU0568
 CU0568.The modeled gravity was interpolated from observed gravity values.
 CU0568
 CU0568;                    North         East    Units  Estimated Accuracy
 CU0568;SPC TXNC     - 2,071,960.      329,500.      MT  (+/- 180 meters Scaled)
 CU0568
 CU0568                          SUPERSEDED SURVEY CONTROL
 CU0568
 CU0568  NGVD 29 (??/??/92)  748.509  (m)         2455.73   (f) ADJ UNCH    1 2
 CU0568
 CU0568.Superseded values are not recommended for survey control.
 CU0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0568.See file dsdata.txt to determine how the superseded data were derived.
 CU0568
 CU0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA766741(NAD 83)
 CU0568_MARKER: DB = BENCH MARK DISK
 CU0568_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0568_SP_SET: 40 FT
 CU0568_STAMPING: N 913 1956
 CU0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0568
 CU0568  HISTORY     - Date     Condition        Report By
 CU0568  HISTORY     - 1956     MONUMENTED       CGS
 CU0568  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0568
 CU0568                          STATION DESCRIPTION
 CU0568
 CU0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0568'4.0 MI SW FROM COAHOMA.
 CU0568'4.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0568'STATION AT COAHOMA, AT A ROAD CROSSING 124 FEET NORTHEAST OF THE
 CU0568'CENTER LINE OF A SANDY ROAD, 32 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CU0568'15.6 FEET NORTHWEST OF A FENCE, 5 FEET NORTH OF THE 3RD POLE NORTHEAST
 CU0568'OF MILEPOST 507, 1.3 FEET NORTHWEST OF A WITNESS POST, 153 FEET
 CU0568'NORTHEAST OF BENCH MARK P 913, CLAMPED ON THE TOP OF A 1/2 INCH COPPER
 CU0568'COATED STEEL ROAD WHICH IS DRIVEN 40 FEET IN THE GROUND, INCASED IN A
 CU0568'4 INCH TILEPIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CU0568
 CU0568                          STATION RECOVERY (1982)
 CU0568
 CU0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0568'THE POST WAS FOUND BROKEN BUT THE DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1015 ***********************************************************************
 CS1015  DESIGNATION -  N 914
 CS1015  PID         -  CS1015
 CS1015  STATE/COUNTY-  TX/DALLAS
 CS1015  USGS QUAD   -  IRVING (1981)
 CS1015
 CS1015                         *CURRENT SURVEY CONTROL
 CS1015  ___________________________________________________________________
 CS1015* NAD 83(1986)-  32 51 34.     (N)    096 52 42.     (W)     SCALED    
 CS1015* NAVD 88     -       134.369  (meters)     440.84   (feet)  ADJUSTED  
 CS1015  ___________________________________________________________________
 CS1015  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CS1015  DYNAMIC HT  -         134.216 (meters)     440.34  (feet)  COMP
 CS1015  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CS1015
 CS1015  VERT ORDER  -  FIRST     CLASS II
 CS1015
 CS1015.The horizontal coordinates were scaled from a topographic map and have
 CS1015.an estimated accuracy of +/- 6 seconds.
 CS1015
 CS1015.The orthometric height was determined by differential leveling
 CS1015.and adjusted by the National Geodetic Survey in June 1991..
 CS1015
 CS1015.The geoid height was determined by GEOID03.
 CS1015
 CS1015.The dynamic height is computed by dividing the NAVD 88
 CS1015.geopotential number by the normal gravity value computed on the
 CS1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1015.degrees latitude (g = 980.6199 gals.).
 CS1015
 CS1015.The modeled gravity was interpolated from observed gravity values.
 CS1015
 CS1015;                    North         East    Units  Estimated Accuracy
 CS1015;SPC TXNC     - 2,133,440.      751,770.      MT  (+/- 180 meters Scaled)
 CS1015
 CS1015                          SUPERSEDED SURVEY CONTROL
 CS1015
 CS1015  NGVD 29 (??/??/92)  134.381  (m)          440.88   (f) ADJ UNCH    1 2
 CS1015
 CS1015.Superseded values are not recommended for survey control.
 CS1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1015.See file dsdata.txt to determine how the superseded data were derived.
 CS1015
 CS1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB985377(NAD 83)
 CS1015_MARKER: DB = BENCH MARK DISK
 CS1015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1015_SP_SET: ABUTMENT
 CS1015_STAMPING: N 914 1946
 CS1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1015
 CS1015  HISTORY     - Date     Condition        Report By
 CS1015  HISTORY     - 1946     MONUMENTED       CGS
 CS1015  HISTORY     - 1947     GOOD             NGS
 CS1015  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1015  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS1015
 CS1015                          STATION DESCRIPTION
 CS1015
 CS1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1015'4.6 MI S FROM FARMERS BRANCH.
 CS1015'ABOUT 4.6 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 CS1015'TEXAS FROM THE STATION AT FARMERS BRANCH, AT AN UNDERPASS FOR STATE
 CS1015'HIGHWAY 114, 56.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 CS1015'THE TRACK, ON TOP OF THE WEST END OF THE NORTH ABUTMENT OF THE HIGHWAY
 CS1015'BRIDGE.  A BRONZE DISK, STAMPED N 914 1946 AND SET IN A DRILL HOLE IN
 CS1015'CONCRETE.
 CS1015
 CS1015                          STATION RECOVERY (1958)
 CS1015
 CS1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1015'MARK NOT FOUND.
 CS1015
 CS1015                          STATION RECOVERY (2005)
 CS1015
 CS1015'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0129 ***********************************************************************
 AZ0129  DESIGNATION -  N 915
 AZ0129  PID         -  AZ0129
 AZ0129  STATE/COUNTY-  TX/VAL VERDE
 AZ0129  USGS QUAD   -  DEL RIO SE (1972)
 AZ0129
 AZ0129                         *CURRENT SURVEY CONTROL
 AZ0129  ___________________________________________________________________
 AZ0129* NAD 83(1986)-  29 21 45.     (N)    100 48 36.     (W)     SCALED    
 AZ0129* NAVD 88     -       323.087  (meters)    1059.99   (feet)  POSTED    
 AZ0129  ___________________________________________________________________
 AZ0129  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0129  DYNAMIC HT  -         322.620 (meters)    1058.46  (feet)  COMP
 AZ0129  MODELED GRAV-     979,175.1   (mgal)                       NAVD 88
 AZ0129
 AZ0129  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0129
 AZ0129.The horizontal coordinates were scaled from a topographic map and have
 AZ0129.an estimated accuracy of +/- 6 seconds.
 AZ0129
 AZ0129.The orthometric height was determined by differential leveling
 AZ0129.and adjusted by the National Geodetic Survey in 1992..
 AZ0129.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0129.rate of 1.1 thru 2.0 mm/km.
 AZ0129
 AZ0129.The geoid height was determined by GEOID03.
 AZ0129
 AZ0129.The dynamic height is computed by dividing the NAVD 88
 AZ0129.geopotential number by the normal gravity value computed on the
 AZ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0129.degrees latitude (g = 980.6199 gals.).
 AZ0129
 AZ0129.The modeled gravity was interpolated from observed gravity values.
 AZ0129
 AZ0129;                    North         East    Units  Estimated Accuracy
 AZ0129;SPC TXSC     - 4,170,830.      424,290.      MT  (+/- 180 meters Scaled)
 AZ0129
 AZ0129                          SUPERSEDED SURVEY CONTROL
 AZ0129
 AZ0129  NGVD 29 (??/??/92)  323.021  (m)         1059.78   (f) ADJ UNCH    1 2
 AZ0129
 AZ0129.Superseded values are not recommended for survey control.
 AZ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0129.See file dsdata.txt to determine how the superseded data were derived.
 AZ0129
 AZ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT243495(NAD 83)
 AZ0129_MARKER: DB = BENCH MARK DISK
 AZ0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0129_SP_SET: CONCRETE SUPPORT
 AZ0129_STAMPING: N 915 1944
 AZ0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0129
 AZ0129  HISTORY     - Date     Condition        Report By
 AZ0129  HISTORY     - 1944     MONUMENTED       CGS
 AZ0129  HISTORY     - 1957     GOOD             NGS
 AZ0129  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0129
 AZ0129                          STATION DESCRIPTION
 AZ0129
 AZ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0129'5.8 MI E FROM DEL RIO.
 AZ0129'ABOUT 5.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0129'STATION AT DEL RIO, 110 FEET EAST OF THE FIFTH POLE EAST OF MILE POST
 AZ0129'373, 49 FEET SOUTH OF THE SOUTH RAIL, 56 PACES WEST-SOUTHWEST OF
 AZ0129'SIGNAL 3727, IN THE TOP OF THE CONCRETE SUPPORT AROUND A WOODEN FENCE
 AZ0129'POST AT THE NORTHWEST CORNER OF LAUGHLIN AIR FORCE BASR RESERVATION,
 AZ0129'FLUSH WITH THE GROUND AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 AZ0129
 AZ0129                          STATION RECOVERY (1982)
 AZ0129
 AZ0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0129'NOT SEARCHED FOR THIS DATE, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0770 ***********************************************************************
 AJ0770  DESIGNATION -  N 916
 AJ0770  PID         -  AJ0770
 AJ0770  STATE/COUNTY-  TX/WEBB
 AJ0770  USGS QUAD   -  LAREDO EAST (1980)
 AJ0770
 AJ0770                         *CURRENT SURVEY CONTROL
 AJ0770  ___________________________________________________________________
 AJ0770* NAD 83(1986)-  27 32 27.     (N)    099 28 07.     (W)     SCALED    
 AJ0770* NAVD 88     -       153.197  (meters)     502.61   (feet)  ADJUSTED  
 AJ0770  ___________________________________________________________________
 AJ0770  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AJ0770  DYNAMIC HT  -         152.955 (meters)     501.82  (feet)  COMP
 AJ0770  MODELED GRAV-     979,066.1   (mgal)                       NAVD 88
 AJ0770
 AJ0770  VERT ORDER  -  FIRST     CLASS II
 AJ0770
 AJ0770.This mark is at Laredo Intl (LRD) Airport (LRD)
 AJ0770
 AJ0770.The horizontal coordinates were scaled from a topographic map and have
 AJ0770.an estimated accuracy of +/- 6 seconds.
 AJ0770
 AJ0770.The orthometric height was determined by differential leveling
 AJ0770.and adjusted by the National Geodetic Survey in June 1991..
 AJ0770
 AJ0770.The geoid height was determined by GEOID03.
 AJ0770
 AJ0770.The dynamic height is computed by dividing the NAVD 88
 AJ0770.geopotential number by the normal gravity value computed on the
 AJ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0770.degrees latitude (g = 980.6199 gals.).
 AJ0770
 AJ0770.The modeled gravity was interpolated from observed gravity values.
 AJ0770
 AJ0770;                    North         East    Units  Estimated Accuracy
 AJ0770;SPC TX S     - 5,208,010.      204,330.      MT  (+/- 180 meters Scaled)
 AJ0770
 AJ0770                          SUPERSEDED SURVEY CONTROL
 AJ0770
 AJ0770  NGVD 29 (??/??/92)  153.248  (m)          502.78   (f) ADJ UNCH    1 2
 AJ0770
 AJ0770.Superseded values are not recommended for survey control.
 AJ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0770.See file dsdata.txt to determine how the superseded data were derived.
 AJ0770
 AJ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR537464(NAD 83)
 AJ0770_MARKER: DB = BENCH MARK DISK
 AJ0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0770_SP_SET: CONCRETE BASE
 AJ0770_STAMPING: N 916 1944
 AJ0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0770+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AJ0770
 AJ0770  HISTORY     - Date     Condition        Report By
 AJ0770  HISTORY     - 1944     MONUMENTED       CGS
 AJ0770  HISTORY     - 1957     GOOD             NGS
 AJ0770  HISTORY     - 1966     GOOD             NGS
 AJ0770  HISTORY     - 20011203 GOOD             TXDOT
 AJ0770
 AJ0770                          STATION DESCRIPTION
 AJ0770
 AJ0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0770'4.5 MI NE FROM LAREDO.
 AJ0770'0.2 MILE EAST ALONG THE TEXAS AND MEXICAN RAILROAD FROM THE STATION AT
 AJ0770'LAREDO, THENCE 1.5 MILES NORTH ALONG SAN BERNARDO AVENUE (U.S.
 AJ0770'HIGHWAYS 81 AND 83), THENCE 1.2 MILES EAST ALONG SAUNDERS STREET,
 AJ0770'THENCE 0.7 MILE NORTH ALONG AN OILED ROAD, THENCE 0.9 MILE EAST ALONG
 AJ0770'AN ACCESS ROAD OF THE LAREDO AIR FORCE BASE, 1.0 FOOT ABOVE THE
 AJ0770'GROUND, SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF
 AJ0770'THE NORTHWEST LEG OF THE CONTROL TOWER.
 AJ0770
 AJ0770                          STATION RECOVERY (1966)
 AJ0770
 AJ0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AJ0770'RECOVERED IN GOOD CONDITION.
 AJ0770
 AJ0770                          STATION RECOVERY (2001)
 AJ0770
 AJ0770'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 AJ0770'SINCE SEPTEMBER 11TH, 2001, ACCESS AND ESCORT ARE REQUIRED, FROM
 AJ0770'THE AIRPORT DIRECTOR'S OFFICE, 956-795-2000. CURRENT DIRECTOR IS
 AJ0770'JOSE FLORES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0173 ***********************************************************************
 CB0173  DESIGNATION -  N 917
 CB0173  PID         -  CB0173
 CB0173  STATE/COUNTY-  TX/TOM GREEN
 CB0173  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0173
 CB0173                         *CURRENT SURVEY CONTROL
 CB0173  ___________________________________________________________________
 CB0173* NAD 83(1986)-  31 21 10.     (N)    100 30 13.     (W)     SCALED    
 CB0173* NAVD 88     -       583.390  (meters)    1914.01   (feet)  ADJUSTED  
 CB0173  ___________________________________________________________________
 CB0173  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CB0173  DYNAMIC HT  -         582.585 (meters)    1911.36  (feet)  COMP
 CB0173  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 CB0173
 CB0173  VERT ORDER  -  FIRST     CLASS II
 CB0173
 CB0173.This mark is at Mathis Fld (SJT) Airport (SJT)
 CB0173
 CB0173.The horizontal coordinates were scaled from a topographic map and have
 CB0173.an estimated accuracy of +/- 6 seconds.
 CB0173
 CB0173.The orthometric height was determined by differential leveling
 CB0173.and adjusted by the National Geodetic Survey in June 1991..
 CB0173
 CB0173.The geoid height was determined by GEOID03.
 CB0173
 CB0173.The dynamic height is computed by dividing the NAVD 88
 CB0173.geopotential number by the normal gravity value computed on the
 CB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0173.degrees latitude (g = 980.6199 gals.).
 CB0173
 CB0173.The modeled gravity was interpolated from observed gravity values.
 CB0173
 CB0173;                    North         East    Units  Estimated Accuracy
 CB0173;SPC TX C     - 3,186,930.      683,800.      MT  (+/- 180 meters Scaled)
 CB0173
 CB0173                          SUPERSEDED SURVEY CONTROL
 CB0173
 CB0173  NGVD 29 (??/??/92)  583.232  (m)         1913.49   (f) ADJ UNCH    1 2
 CB0173
 CB0173.Superseded values are not recommended for survey control.
 CB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0173.See file dsdata.txt to determine how the superseded data were derived.
 CB0173
 CB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV569696(NAD 83)
 CB0173_MARKER: DB = BENCH MARK DISK
 CB0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0173_SP_SET: HANGER
 CB0173_STAMPING: N-917 1945
 CB0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0173
 CB0173  HISTORY     - Date     Condition        Report By
 CB0173  HISTORY     - 1945     MONUMENTED       CGS
 CB0173  HISTORY     - 1950     GOOD             NGS
 CB0173  HISTORY     - 1981     GOOD             NGS
 CB0173
 CB0173                          STATION DESCRIPTION
 CB0173
 CB0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CB0173'8.6 MI SW FROM SAN ANGELO.
 CB0173'AT THE SAN ANGELO ARMY AIR FIELD (ALSO KNOWN AS THE CONCHO AIR FIELD)
 CB0173'WHICH IS 8.6 MILES SOUTHWEST ALONG PAVED ROAD BETWEEN SAN ANGELO AND
 CB0173'TANKERSKY, FROM THE PANHANDLE AND SANTA FE RAILWAY STATION AT SAN
 CB0173'ANGELO.  0.8 MILE SOUTHEAST OF THE WEST ENTRANCE, 0.65 MILE SOUTH OF
 CB0173'THE CONTINENTAL AIR LINES OPERATIONS OFFICE, 0.35 MILE SOUTH OF
 CB0173'CONTROL TOWER, IN THE NORTHEAST CORNER OF THE SOUTH WINGWALL OF THE
 CB0173'MOST SOUTHERLY BRICK HANGER, SET VERTICAL 4 FEET ABOVE THE HANGER
 CB0173'APRON.
 CB0173
 CB0173                          STATION RECOVERY (1950)
 CB0173
 CB0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CB0173'RECOVERED IN GOOD CONDITION.
 CB0173
 CB0173                          STATION RECOVERY (1981)
 CB0173
 CB0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0533 ***********************************************************************
 CU0533  DESIGNATION -  N 918
 CU0533  PID         -  CU0533
 CU0533  STATE/COUNTY-  TX/HOWARD
 CU0533  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU0533
 CU0533                         *CURRENT SURVEY CONTROL
 CU0533  ___________________________________________________________________
 CU0533* NAD 83(1986)-  32 13 48.     (N)    101 28 12.     (W)     SCALED    
 CU0533* NAVD 88     -       780.310  (meters)    2560.07   (feet)  ADJUSTED  
 CU0533  ___________________________________________________________________
 CU0533  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CU0533  DYNAMIC HT  -         779.237 (meters)    2556.55  (feet)  COMP
 CU0533  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 CU0533
 CU0533  VERT ORDER  -  FIRST     CLASS II
 CU0533
 CU0533.The horizontal coordinates were scaled from a topographic map and have
 CU0533.an estimated accuracy of +/- 6 seconds.
 CU0533
 CU0533.The orthometric height was determined by differential leveling
 CU0533.and adjusted by the National Geodetic Survey in June 1991..
 CU0533.WARNING-Repeat measurements at this control monument indicate possible
 CU0533.vertical movement.
 CU0533
 CU0533.The geoid height was determined by GEOID03.
 CU0533
 CU0533.The dynamic height is computed by dividing the NAVD 88
 CU0533.geopotential number by the normal gravity value computed on the
 CU0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0533.degrees latitude (g = 980.6199 gals.).
 CU0533
 CU0533.The modeled gravity was interpolated from observed gravity values.
 CU0533
 CU0533;                    North         East    Units  Estimated Accuracy
 CU0533;SPC TXNC     - 2,066,430.      320,100.      MT  (+/- 180 meters Scaled)
 CU0533
 CU0533                          SUPERSEDED SURVEY CONTROL
 CU0533
 CU0533  NGVD 29 (??/??/92)  780.040  (m)         2559.18   (f) ADJ UNCH    1 2
 CU0533
 CU0533.Superseded values are not recommended for survey control.
 CU0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0533.See file dsdata.txt to determine how the superseded data were derived.
 CU0533
 CU0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA672686(NAD 83)
 CU0533_MARKER: DB = BENCH MARK DISK
 CU0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0533_SP_SET: CULVERT
 CU0533_STAMPING: N 918 1945
 CU0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0533
 CU0533  HISTORY     - Date     Condition        Report By
 CU0533  HISTORY     - 1945     MONUMENTED       CGS
 CU0533  HISTORY     - 1956     GOOD             NGS
 CU0533  HISTORY     - 1966     MARK NOT FOUND   USGS
 CU0533
 CU0533                          STATION DESCRIPTION
 CU0533
 CU0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0533'1.95 MI SE FROM BIG SPRING.
 CU0533'0.15 MILE SOUTHEAST ALONG RUNNELS STREET FROM THE TEXAS AND PACIFIC
 CU0533'RAILROAD STATION AT BIG SPRING, THENCE 0.2 MILE SOUTHWEST ALONG 3RD
 CU0533'STREET, THENCE 1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 87, AT A
 CU0533'JUNCTION WITH FARM ROAD 700, 79 FEET EAST OF THE CENTER LINE OF THE
 CU0533'HIGHWAY, AT A JUNCTION WITH SCURRY STREET, 24 FEET NORTHWEST OF THE
 CU0533'CENTER LINE OF SCURRY STREET, 0.15 MILE SOUTHEAST OF THE VETERANS
 CU0533'HOSPITAL, SET IN THE TOP OF THE CENTER OF THE NORTHWEST HEADWALL OF A
 CU0533'CONCRETE CULVERT UNDER SCURRY STREET.
 CU0533
 CU0533                          STATION RECOVERY (1966)
 CU0533
 CU0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0021 ***********************************************************************
 BY0021  DESIGNATION -  N 92
 BY0021  PID         -  BY0021
 BY0021  STATE/COUNTY-  TX/SHELBY
 BY0021  USGS QUAD   -  CENTER (1984)
 BY0021
 BY0021                         *CURRENT SURVEY CONTROL
 BY0021  ___________________________________________________________________
 BY0021* NAD 83(1986)-  31 46 47.     (N)    094 09 42.     (W)     SCALED    
 BY0021* NAVD 88     -        94.99   (+/-2cm)     311.6    (feet)  VERTCON   
 BY0021  ___________________________________________________________________
 BY0021  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY0021
 BY0021  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0021
 BY0021.The horizontal coordinates were scaled from a topographic map and have
 BY0021.an estimated accuracy of +/- 6 seconds.
 BY0021
 BY0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0021.The vertical order pertains to the NGVD 29 superseded value.
 BY0021
 BY0021.The geoid height was determined by GEOID03.
 BY0021
 BY0021;                    North         East    Units  Estimated Accuracy
 BY0021;SPC TX C     - 3,250,460.    1,284,260.      MT  (+/- 180 meters Scaled)
 BY0021
 BY0021                          SUPERSEDED SURVEY CONTROL
 BY0021
 BY0021  NGVD 29 (??/??/92)   95.033  (m)          311.79   (f) ADJ UNCH    1 2
 BY0021
 BY0021.Superseded values are not recommended for survey control.
 BY0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0021.See file dsdata.txt to determine how the superseded data were derived.
 BY0021
 BY0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR900166(NAD 83)
 BY0021_MARKER: DB = BENCH MARK DISK
 BY0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0021+STABILITY: SURFACE MOTION
 BY0021
 BY0021  HISTORY     - Date     Condition        Report By
 BY0021  HISTORY     - UNK      MONUMENTED       CGS
 BY0021  HISTORY     - 1932     GOOD             NGS
 BY0021  HISTORY     - 1934     GOOD             NGS
 BY0021  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0021  HISTORY     - 1980     MARK NOT FOUND   USGS
 BY0021
 BY0021                          STATION DESCRIPTION
 BY0021
 BY0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0021'1.1 MI S FROM CENTER.
 BY0021'1.1 MILES SOUTH OF THE STATION AT CENTER ON THE G.C. AND S.F.R.R., 40
 BY0021'FEET EAST OF THE TRACK ON THE FENCE LINE, 45 FEET SOUTH OF GATE TO
 BY0021'PRIVATE ROAD AND GRADE CROSSING, 5 3/4 POLES SOUTH OF MILE POLE NO.
 BY0021'139, 3 FEET SOUTH OF TELEGRAPH POLE, 30 FEET NORTHWEST OF PINE TREE.
 BY0021
 BY0021                          STATION RECOVERY (1934)
 BY0021
 BY0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0021'RECOVERED IN GOOD CONDITION.
 BY0021
 BY0021                          STATION RECOVERY (1979)
 BY0021
 BY0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0021'MARK NOT FOUND.
 BY0021
 BY0021                          STATION RECOVERY (1980)
 BY0021
 BY0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0412 ***********************************************************************
 DN0412  DESIGNATION -  N 921
 DN0412  PID         -  DN0412
 DN0412  STATE/COUNTY-  TX/COLLIN
 DN0412  USGS QUAD   -  HEBRON (1981)
 DN0412
 DN0412                         *CURRENT SURVEY CONTROL
 DN0412  ___________________________________________________________________
 DN0412* NAD 83(1986)-  33 01 08.     (N)    096 45 45.     (W)     SCALED    
 DN0412* NAVD 88     -       220.519  (meters)     723.49   (feet)  ADJUSTED  
 DN0412  ___________________________________________________________________
 DN0412  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DN0412  DYNAMIC HT  -         220.271 (meters)     722.67  (feet)  COMP
 DN0412  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 DN0412
 DN0412  VERT ORDER  -  SECOND    CLASS 0
 DN0412
 DN0412.The horizontal coordinates were scaled from a topographic map and have
 DN0412.an estimated accuracy of +/- 6 seconds.
 DN0412
 DN0412.The orthometric height was determined by differential leveling
 DN0412.and adjusted by the National Geodetic Survey in June 1991..
 DN0412
 DN0412.The geoid height was determined by GEOID03.
 DN0412
 DN0412.The dynamic height is computed by dividing the NAVD 88
 DN0412.geopotential number by the normal gravity value computed on the
 DN0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0412.degrees latitude (g = 980.6199 gals.).
 DN0412
 DN0412.The modeled gravity was interpolated from observed gravity values.
 DN0412
 DN0412;                    North         East    Units  Estimated Accuracy
 DN0412;SPC TXNC     - 2,151,290.      762,310.      MT  (+/- 180 meters Scaled)
 DN0412
 DN0412                          SUPERSEDED SURVEY CONTROL
 DN0412
 DN0412  NGVD 29 (??/??/92)  220.517  (m)          723.48   (f) ADJ UNCH    2 0
 DN0412
 DN0412.Superseded values are not recommended for survey control.
 DN0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0412.See file dsdata.txt to determine how the superseded data were derived.
 DN0412
 DN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB089556(NAD 83)
 DN0412_MARKER: DB = BENCH MARK DISK
 DN0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0412_STAMPING: N 921 1946
 DN0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0412+STABILITY: SURFACE MOTION
 DN0412
 DN0412  HISTORY     - Date     Condition        Report By
 DN0412  HISTORY     - 1946     MONUMENTED       CGS
 DN0412  HISTORY     - 1959     GOOD             NGS
 DN0412  HISTORY     - 19910704 MARK NOT FOUND   USPSQD
 DN0412  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0412
 DN0412                          STATION DESCRIPTION
 DN0412
 DN0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0412'3.8 MI W FROM PLANO.
 DN0412'3.8 MILES WEST OF PLANO AND 3.0 MILES NORTH OF RENNER AT THE JUNCTION
 DN0412'OF STATE ROAD NO. 544 TO THE EAST AND NORTH AND A BLACKTOP ROAD TO THE
 DN0412'SOUTH.  IT IS IN THE SOUTHEAST CORNER OF A FARMYARD, IN A CURVE IN THE
 DN0412'OFFSET T ROAD JUNCTION, 1 FOOT NORTH OF THE SOUTH YARD FENCE, 6 FEET
 DN0412'WEST OF A FENCE CORNER, 55 FEET SOUTH OF THE EXTENDED CENTERLINE OF
 DN0412'NO. 544 TO THE EAST AND 56 FEET WEST OF THE CENTERLINE OF THE ROAD
 DN0412'LEADING SOUTH TO RENNER.  A DISK STAMPED N 921 1946 IN A CONCRETE POST
 DN0412'PROJECTING 1 FOOT.
 DN0412
 DN0412                          STATION RECOVERY (1991)
 DN0412
 DN0412'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0412'MARK NOT FOUND.
 DN0412
 DN0412                          STATION RECOVERY (2005)
 DN0412
 DN0412'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1321 ***********************************************************************
 CS1321  DESIGNATION -  N 923
 CS1321  PID         -  CS1321
 CS1321  STATE/COUNTY-  TX/COLLIN
 CS1321  USGS QUAD   -  GARLAND (1973)
 CS1321
 CS1321                         *CURRENT SURVEY CONTROL
 CS1321  ___________________________________________________________________
 CS1321* NAD 83(1986)-  32 59 17.     (N)    096 41 56.     (W)     SCALED    
 CS1321* NAVD 88     -       174.821  (meters)     573.56   (feet)  ADJUSTED  
 CS1321  ___________________________________________________________________
 CS1321  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CS1321  DYNAMIC HT  -         174.627 (meters)     572.92  (feet)  COMP
 CS1321  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CS1321
 CS1321  VERT ORDER  -  SECOND    CLASS 0
 CS1321
 CS1321.The horizontal coordinates were scaled from a topographic map and have
 CS1321.an estimated accuracy of +/- 6 seconds.
 CS1321
 CS1321.The orthometric height was determined by differential leveling
 CS1321.and adjusted by the National Geodetic Survey in June 1991..
 CS1321
 CS1321.The geoid height was determined by GEOID03.
 CS1321
 CS1321.The dynamic height is computed by dividing the NAVD 88
 CS1321.geopotential number by the normal gravity value computed on the
 CS1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1321.degrees latitude (g = 980.6199 gals.).
 CS1321
 CS1321.The modeled gravity was interpolated from observed gravity values.
 CS1321
 CS1321;                    North         East    Units  Estimated Accuracy
 CS1321;SPC TXNC     - 2,147,970.      768,310.      MT  (+/- 180 meters Scaled)
 CS1321
 CS1321                          SUPERSEDED SURVEY CONTROL
 CS1321
 CS1321  NGVD 29 (??/??/92)  174.830  (m)          573.59   (f) ADJ UNCH    2 0
 CS1321
 CS1321.Superseded values are not recommended for survey control.
 CS1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1321.See file dsdata.txt to determine how the superseded data were derived.
 CS1321
 CS1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB150523(NAD 83)
 CS1321_MARKER: DB = BENCH MARK DISK
 CS1321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1321_SP_SET: PIER
 CS1321_STAMPING: N 923 1946
 CS1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1321
 CS1321  HISTORY     - Date     Condition        Report By
 CS1321  HISTORY     - 1946     MONUMENTED       CGS
 CS1321  HISTORY     - 1959     GOOD             NGS
 CS1321  HISTORY     - 19910707 GOOD             USPSQD
 CS1321  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1321
 CS1321                          STATION DESCRIPTION
 CS1321
 CS1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1321'2.2 MI S FROM PLANO.
 CS1321'2.2 MILES SOUTH ALONG U.S. HIGHWAY 75 FROM THE CITY HALL AT PLANO.
 CS1321'14.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, A BRONZE DISK SET IN
 CS1321'THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE
 CS1321'ACROSS SPRING CREEK.
 CS1321
 CS1321                          STATION RECOVERY (1959)
 CS1321
 CS1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CS1321'RECOVERED IN GOOD CONDITION.
 CS1321
 CS1321                          STATION RECOVERY (1991)
 CS1321
 CS1321'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS1321'RECOVERED IN GOOD CONDITION.
 CS1321
 CS1321                          STATION RECOVERY (2005)
 CS1321
 CS1321'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0433 ***********************************************************************
 DN0433  DESIGNATION -  N 924
 DN0433  PID         -  DN0433
 DN0433  STATE/COUNTY-  TX/COLLIN
 DN0433  USGS QUAD   -  WYLIE (1973)
 DN0433
 DN0433                         *CURRENT SURVEY CONTROL
 DN0433  ___________________________________________________________________
 DN0433* NAD 83(1986)-  33 03 50.     (N)    096 30 16.     (W)     SCALED    
 DN0433* NAVD 88     -       156.454  (meters)     513.30   (feet)  ADJUSTED  
 DN0433  ___________________________________________________________________
 DN0433  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DN0433  DYNAMIC HT  -         156.285 (meters)     512.75  (feet)  COMP
 DN0433  MODELED GRAV-     979,551.1   (mgal)                       NAVD 88
 DN0433
 DN0433  VERT ORDER  -  SECOND    CLASS 0
 DN0433
 DN0433.The horizontal coordinates were scaled from a topographic map and have
 DN0433.an estimated accuracy of +/- 6 seconds.
 DN0433
 DN0433.The orthometric height was determined by differential leveling
 DN0433.and adjusted by the National Geodetic Survey in June 1991..
 DN0433
 DN0433.The geoid height was determined by GEOID03.
 DN0433
 DN0433.The dynamic height is computed by dividing the NAVD 88
 DN0433.geopotential number by the normal gravity value computed on the
 DN0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0433.degrees latitude (g = 980.6199 gals.).
 DN0433
 DN0433.The modeled gravity was interpolated from observed gravity values.
 DN0433
 DN0433;                    North         East    Units  Estimated Accuracy
 DN0433;SPC TXNC     - 2,156,710.      786,320.      MT  (+/- 180 meters Scaled)
 DN0433
 DN0433                          SUPERSEDED SURVEY CONTROL
 DN0433
 DN0433  NGVD 29 (??/??/92)  156.464  (m)          513.33   (f) ADJ UNCH    2 0
 DN0433
 DN0433.Superseded values are not recommended for survey control.
 DN0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0433.See file dsdata.txt to determine how the superseded data were derived.
 DN0433
 DN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB329611(NAD 83)
 DN0433_MARKER: DB = BENCH MARK DISK
 DN0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0433_STAMPING: N 924 1946
 DN0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0433+STABILITY: SURFACE MOTION
 DN0433
 DN0433  HISTORY     - Date     Condition        Report By
 DN0433  HISTORY     - 1946     MONUMENTED       CGS
 DN0433  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0433  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0433
 DN0433                          STATION DESCRIPTION
 DN0433
 DN0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0433'6.4 MI N FROM WYLIE.
 DN0433'6.4 MILES NORTH ALONG A GRAVEL ROAD FROM THE CITY WATER TOWER AT
 DN0433'WYLIE.  THE MARK IS SET AT A JUNCTION OF THE GRAVEL ROAD AND A T ROAD
 DN0433'LEADING WEST.  31.6 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 DN0433'15 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 5 FEET
 DN0433'NORTH OF A FENCE CORNER, 4.4 FEET WEST OF A POWER POLE, 2.2 FEET WEST
 DN0433'OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 DN0433'CONCRETE POST.
 DN0433
 DN0433                          STATION RECOVERY (1994)
 DN0433
 DN0433'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0433'MARK NOT FOUND.
 DN0433
 DN0433                          STATION RECOVERY (2005)
 DN0433
 DN0433'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0254 ***********************************************************************
 DN0254  DESIGNATION -  N 925
 DN0254  PID         -  DN0254
 DN0254  STATE/COUNTY-  TX/COLLIN
 DN0254  USGS QUAD   -  LAVON (1973)
 DN0254
 DN0254                         *CURRENT SURVEY CONTROL
 DN0254  ___________________________________________________________________
 DN0254* NAD 83(1986)-  33 02 05.     (N)    096 25 48.     (W)     SCALED    
 DN0254* NAVD 88     -       163.449  (meters)     536.25   (feet)  ADJUSTED  
 DN0254  ___________________________________________________________________
 DN0254  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DN0254  DYNAMIC HT  -         163.270 (meters)     535.66  (feet)  COMP
 DN0254  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 DN0254
 DN0254  VERT ORDER  -  SECOND    CLASS 0
 DN0254
 DN0254.The horizontal coordinates were scaled from a topographic map and have
 DN0254.an estimated accuracy of +/- 6 seconds.
 DN0254
 DN0254.The orthometric height was determined by differential leveling
 DN0254.and adjusted by the National Geodetic Survey in June 1991..
 DN0254
 DN0254.The geoid height was determined by GEOID03.
 DN0254
 DN0254.The dynamic height is computed by dividing the NAVD 88
 DN0254.geopotential number by the normal gravity value computed on the
 DN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0254.degrees latitude (g = 980.6199 gals.).
 DN0254
 DN0254.The modeled gravity was interpolated from observed gravity values.
 DN0254
 DN0254;                    North         East    Units  Estimated Accuracy
 DN0254;SPC TXNC     - 2,153,610.      793,340.      MT  (+/- 180 meters Scaled)
 DN0254
 DN0254                          SUPERSEDED SURVEY CONTROL
 DN0254
 DN0254  NGVD 29 (??/??/92)  163.458  (m)          536.28   (f) ADJ UNCH    2 0
 DN0254
 DN0254.Superseded values are not recommended for survey control.
 DN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0254.See file dsdata.txt to determine how the superseded data were derived.
 DN0254
 DN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB400580(NAD 83)
 DN0254_MARKER: DB = BENCH MARK DISK
 DN0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0254_SP_SET: CULVERT
 DN0254_STAMPING: N 925 1946
 DN0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0254
 DN0254  HISTORY     - Date     Condition        Report By
 DN0254  HISTORY     - 1946     MONUMENTED       CGS
 DN0254  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0254  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0254
 DN0254                          STATION DESCRIPTION
 DN0254
 DN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0254'0.6 MI N FROM LAVON.
 DN0254'0.6 MILE NORTH ALONG STATE HIGHWAY 78 FROM THE ST. LOUIS AND
 DN0254'SOUTHWESTERN RAILROAD STATION AT LAVON.  13.4 FEET WEST OF AND LEVEL
 DN0254'WITH THE CENTER LINE OF THE HIGHWAY.  A BRONZE DISK SET IN THE TOP OF
 DN0254'THE NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 DN0254
 DN0254                          STATION RECOVERY (1994)
 DN0254
 DN0254'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0254'MARK NOT FOUND.
 DN0254
 DN0254                          STATION RECOVERY (2005)
 DN0254
 DN0254'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1302 ***********************************************************************
 CS1302  DESIGNATION -  N 926
 CS1302  PID         -  CS1302
 CS1302  STATE/COUNTY-  TX/DALLAS
 CS1302  USGS QUAD   -  CARROLLTON (1981)
 CS1302
 CS1302                         *CURRENT SURVEY CONTROL
 CS1302  ___________________________________________________________________
 CS1302* NAD 83(1986)-  32 58 11.     (N)    096 53 23.     (W)     SCALED    
 CS1302* NAVD 88     -       146.114  (meters)     479.38   (feet)  ADJUSTED  
 CS1302  ___________________________________________________________________
 CS1302  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CS1302  DYNAMIC HT  -         145.948 (meters)     478.83  (feet)  COMP
 CS1302  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 CS1302
 CS1302  VERT ORDER  -  SECOND    CLASS 0
 CS1302
 CS1302.The horizontal coordinates were scaled from a topographic map and have
 CS1302.an estimated accuracy of +/- 6 seconds.
 CS1302
 CS1302.The orthometric height was determined by differential leveling
 CS1302.and adjusted by the National Geodetic Survey in June 1991..
 CS1302
 CS1302.The geoid height was determined by GEOID03.
 CS1302
 CS1302.The dynamic height is computed by dividing the NAVD 88
 CS1302.geopotential number by the normal gravity value computed on the
 CS1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1302.degrees latitude (g = 980.6199 gals.).
 CS1302
 CS1302.The modeled gravity was interpolated from observed gravity values.
 CS1302
 CS1302;                    North         East    Units  Estimated Accuracy
 CS1302;SPC TXNC     - 2,145,650.      750,510.      MT  (+/- 180 meters Scaled)
 CS1302
 CS1302                          SUPERSEDED SURVEY CONTROL
 CS1302
 CS1302  NGVD 29 (??/??/92)  146.114  (m)          479.38   (f) ADJ UNCH    2 0
 CS1302
 CS1302.Superseded values are not recommended for survey control.
 CS1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1302.See file dsdata.txt to determine how the superseded data were derived.
 CS1302
 CS1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB972499(NAD 83)
 CS1302_MARKER: DB = BENCH MARK DISK
 CS1302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1302_SP_SET: CULVERT
 CS1302_STAMPING: N 926 1946
 CS1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1302
 CS1302  HISTORY     - Date     Condition        Report By
 CS1302  HISTORY     - 1946     MONUMENTED       CGS
 CS1302  HISTORY     - 20000209 MARK NOT FOUND   USPSQD
 CS1302
 CS1302                          STATION DESCRIPTION
 CS1302
 CS1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1302'1.7 MI NE FROM CARROLLTON.
 CS1302'1.7 MILES NORTHEAST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 CS1302'RAILROAD FROM THE STATION AT CARROLLTON.  THE MARK IS SET AT A
 CS1302'RAILROAD CROSSING.  106 FEET SOUTHEAST OF MILE POST 699, 79 FEET
 CS1302'SOUTHEAST OF THE CENTER OF THE CROSSING, 60 FEET EAST OF THE EAST
 CS1302'RAIL, 5 FEET BELOW THE LEVEL OF THE TRACK.  A BRONZE DISK SET IN THE
 CS1302'TOP OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 CS1302
 CS1302                          STATION RECOVERY (2000)
 CS1302
 CS1302'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0060 ***********************************************************************
 CS0060  DESIGNATION -  N 928
 CS0060  PID         -  CS0060
 CS0060  STATE/COUNTY-  TX/KAUFMAN
 CS0060  USGS QUAD   -  TERRELL NORTH (1962)
 CS0060
 CS0060                         *CURRENT SURVEY CONTROL
 CS0060  ___________________________________________________________________
 CS0060* NAD 83(1986)-  32 45 39.     (N)    096 17 58.     (W)     SCALED    
 CS0060* NAVD 88     -       155.780  (meters)     511.09   (feet)  ADJUSTED  
 CS0060  ___________________________________________________________________
 CS0060  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0060  DYNAMIC HT  -         155.608 (meters)     510.52  (feet)  COMP
 CS0060  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CS0060
 CS0060  VERT ORDER  -  SECOND    CLASS 0
 CS0060
 CS0060.The horizontal coordinates were scaled from a topographic map and have
 CS0060.an estimated accuracy of +/- 6 seconds.
 CS0060
 CS0060.The orthometric height was determined by differential leveling
 CS0060.and adjusted by the National Geodetic Survey in June 1991..
 CS0060
 CS0060.The geoid height was determined by GEOID03.
 CS0060
 CS0060.The dynamic height is computed by dividing the NAVD 88
 CS0060.geopotential number by the normal gravity value computed on the
 CS0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0060.degrees latitude (g = 980.6199 gals.).
 CS0060
 CS0060.The modeled gravity was interpolated from observed gravity values.
 CS0060
 CS0060;                    North         East    Units  Estimated Accuracy
 CS0060;SPC TXNC     - 2,123,490.      806,160.      MT  (+/- 180 meters Scaled)
 CS0060
 CS0060                          SUPERSEDED SURVEY CONTROL
 CS0060
 CS0060  NGVD 29 (??/??/92)  155.79   (m)          511.1    (f) COMPUTED    2 0
 CS0060
 CS0060.Superseded values are not recommended for survey control.
 CS0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0060.See file dsdata.txt to determine how the superseded data were derived.
 CS0060
 CS0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB529280(NAD 83)
 CS0060_MARKER: DB = BENCH MARK DISK
 CS0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0060_SP_SET: CULVERT
 CS0060_STAMPING: N 928 1946
 CS0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0060
 CS0060  HISTORY     - Date     Condition        Report By
 CS0060  HISTORY     - 1946     MONUMENTED       CGS
 CS0060  HISTORY     - 1987     GOOD             USPSQD
 CS0060
 CS0060                          STATION DESCRIPTION
 CS0060
 CS0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0060'2.2 MI NW FROM TERRELL.
 CS0060'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 205 FROM THE POST OFFICE
 CS0060'TERRELL, NEAR A FARMHOUSE, 29 FEET NORTHEAST OF A POLE, 22 FEET WEST
 CS0060'OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT, IN THE TOP OF
 CS0060'THE WEST HEADWALL, 6 INCHES NORTH OF THE SOUTH END OF THE HEADWALL,
 CS0060'AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 CS0060'STAMPED N 928 1946.
 CS0060
 CS0060                          STATION RECOVERY (1987)
 CS0060
 CS0060'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 CS0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0072 ***********************************************************************
 CS0072  DESIGNATION -  N 929
 CS0072  PID         -  CS0072
 CS0072  STATE/COUNTY-  TX/ROCKWALL
 CS0072  USGS QUAD   -  ROCKWALL (1973)
 CS0072
 CS0072                         *CURRENT SURVEY CONTROL
 CS0072  ___________________________________________________________________
 CS0072* NAD 83(1986)-  32 53 21.     (N)    096 26 04.     (W)     SCALED    
 CS0072* NAVD 88     -       162.941  (meters)     534.58   (feet)  ADJUSTED  
 CS0072  ___________________________________________________________________
 CS0072  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0072  DYNAMIC HT  -         162.763 (meters)     534.00  (feet)  COMP
 CS0072  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CS0072
 CS0072  VERT ORDER  -  SECOND    CLASS 0
 CS0072
 CS0072.The horizontal coordinates were scaled from a topographic map and have
 CS0072.an estimated accuracy of +/- 6 seconds.
 CS0072
 CS0072.The orthometric height was determined by differential leveling
 CS0072.and adjusted by the National Geodetic Survey in June 1991..
 CS0072
 CS0072.The geoid height was determined by GEOID03.
 CS0072
 CS0072.The dynamic height is computed by dividing the NAVD 88
 CS0072.geopotential number by the normal gravity value computed on the
 CS0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0072.degrees latitude (g = 980.6199 gals.).
 CS0072
 CS0072.The modeled gravity was interpolated from observed gravity values.
 CS0072
 CS0072;                    North         East    Units  Estimated Accuracy
 CS0072;SPC TXNC     - 2,137,460.      793,240.      MT  (+/- 180 meters Scaled)
 CS0072
 CS0072                          SUPERSEDED SURVEY CONTROL
 CS0072
 CS0072  NGVD 29 (??/??/92)  162.96   (m)          534.6    (f) COMPUTED    2 0
 CS0072
 CS0072.Superseded values are not recommended for survey control.
 CS0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0072.See file dsdata.txt to determine how the superseded data were derived.
 CS0072
 CS0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB399419(NAD 83)
 CS0072_MARKER: DB = BENCH MARK DISK
 CS0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0072_SP_SET: GUARDRAIL BASE
 CS0072_STAMPING: N 929 1946
 CS0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0072
 CS0072  HISTORY     - Date     Condition        Report By
 CS0072  HISTORY     - 1946     MONUMENTED       CGS
 CS0072  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS0072
 CS0072                          STATION DESCRIPTION
 CS0072
 CS0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0072'3.0 MI SE FROM ROCKWALL.
 CS0072'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 205 FROM THE COURTHOUSE AT
 CS0072'ROCKWALL, ROCKWALL COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE
 CS0072'NORTHWEST END OF THE SOUTHWEST GUARDRAIL BASE, 17 FEET SOUTHWEST OF
 CS0072'THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTHEAST OF THE NORTHWEST
 CS0072'END OF THE GUARDRAIL BASE.  A STANDARD DISK, STAMPED N 929 1946.
 CS0072
 CS0072                          STATION RECOVERY (2005)
 CS0072
 CS0072'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1351 ***********************************************************************
 CS1351  DESIGNATION -  N 930 RESET 1970
 CS1351  PID         -  CS1351
 CS1351  STATE/COUNTY-  TX/DALLAS
 CS1351  USGS QUAD   -  ROWLETT (1973)
 CS1351
 CS1351                         *CURRENT SURVEY CONTROL
 CS1351  ___________________________________________________________________
 CS1351* NAD 83(1986)-  32 52 42.     (N)    096 37 19.     (W)     SCALED    
 CS1351* NAVD 88     -       164.14   (+/-2cm)     538.5    (feet)  VERTCON   
 CS1351  ___________________________________________________________________
 CS1351  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CS1351
 CS1351  VERT ORDER  -  THIRD (See Below)
 CS1351
 CS1351.The horizontal coordinates were scaled from a topographic map and have
 CS1351.an estimated accuracy of +/- 6 seconds.
 CS1351
 CS1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1351.The vertical order pertains to the NGVD 29 superseded value.
 CS1351
 CS1351.The geoid height was determined by GEOID03.
 CS1351
 CS1351;                    North         East    Units  Estimated Accuracy
 CS1351;SPC TXNC     - 2,135,930.      775,720.      MT  (+/- 180 meters Scaled)
 CS1351
 CS1351                          SUPERSEDED SURVEY CONTROL
 CS1351
 CS1351  NGVD 29 (01/29/03)  164.16   (m)          538.6    (f) RESET       3  
 CS1351
 CS1351.Superseded values are not recommended for survey control.
 CS1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1351.See file dsdata.txt to determine how the superseded data were derived.
 CS1351
 CS1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB224403(NAD 83)
 CS1351_MARKER: DB = BENCH MARK DISK
 CS1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1351_SP_SET: WATER INLET
 CS1351_STAMPING: N 930 RESET 1970
 CS1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1351
 CS1351  HISTORY     - Date     Condition        Report By
 CS1351  HISTORY     - 1970     MONUMENTED       NGS
 CS1351  HISTORY     - 19910628 GOOD             USPSQD
 CS1351  HISTORY     - 20010730 GOOD             NGS
 CS1351
 CS1351                          STATION DESCRIPTION
 CS1351
 CS1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CS1351'IN GARLAND.
 CS1351'ABOUT 2.5 MILES SOUTHEAST OF DOWNTOWN GARLAND, NEAR THE INTERSECTION
 CS1351'OF CENTERVILLE ROAD, BELT LINE ROAD, BROADWAY BLVD.  AND E. KINGSLEY
 CS1351'ROAD.  ABOUT 50 YARDS WEST OF CENTERVILLE ROAD, 135 FEET EAST OF THE
 CS1351'EAST ENTRANCE TO THE CENTERVILLE ELEMENTARY SCHOOL, AND 25 FEET SOUTH
 CS1351'OF E. KINGSLEY ROAD CENTERLINE.  A C AND GS BENCH MARK DISK, STAMPED N
 CS1351'930 RESET 1970, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 CS1351'WATER INLET ALONG THE SOUTH CURB OF E. KINGSLEY ROAD.
 CS1351
 CS1351                          STATION RECOVERY (1991)
 CS1351
 CS1351'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1351'RECOVERED IN GOOD CONDITION.
 CS1351
 CS1351                          STATION RECOVERY (2001)
 CS1351
 CS1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS1351'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1756 ***********************************************************************
 CS1756  DESIGNATION -  N 931
 CS1756  PID         -  CS1756
 CS1756  STATE/COUNTY-  TX/TARRANT
 CS1756  USGS QUAD   -  HALTOM CITY (1981)
 CS1756
 CS1756                         *CURRENT SURVEY CONTROL
 CS1756  ___________________________________________________________________
 CS1756* NAD 83(1986)-  32 47 43.     (N)    097 21 53.     (W)     SCALED    
 CS1756* NAVD 88     -       199.719  (meters)     655.24   (feet)  ADJUSTED  
 CS1756  ___________________________________________________________________
 CS1756  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS1756  DYNAMIC HT  -         199.485 (meters)     654.48  (feet)  COMP
 CS1756  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CS1756
 CS1756  VERT ORDER  -  FIRST     CLASS II
 CS1756
 CS1756.The horizontal coordinates were scaled from a topographic map and have
 CS1756.an estimated accuracy of +/- 6 seconds.
 CS1756
 CS1756.The orthometric height was determined by differential leveling
 CS1756.and adjusted by the National Geodetic Survey in June 1991..
 CS1756
 CS1756.The geoid height was determined by GEOID03.
 CS1756
 CS1756.The dynamic height is computed by dividing the NAVD 88
 CS1756.geopotential number by the normal gravity value computed on the
 CS1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1756.degrees latitude (g = 980.6199 gals.).
 CS1756
 CS1756.The modeled gravity was interpolated from observed gravity values.
 CS1756
 CS1756;                    North         East    Units  Estimated Accuracy
 CS1756;SPC TXNC     - 2,125,730.      706,330.      MT  (+/- 180 meters Scaled)
 CS1756
 CS1756                          SUPERSEDED SURVEY CONTROL
 CS1756
 CS1756  NGVD 29 (??/??/92)  199.718  (m)          655.24   (f) ADJ UNCH    1 2
 CS1756
 CS1756.Superseded values are not recommended for survey control.
 CS1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1756.See file dsdata.txt to determine how the superseded data were derived.
 CS1756
 CS1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB531297(NAD 83)
 CS1756_MARKER: DB = BENCH MARK DISK
 CS1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1756_STAMPING: N 931 1946
 CS1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1756+STABILITY: SURFACE MOTION
 CS1756
 CS1756  HISTORY     - Date     Condition        Report By
 CS1756  HISTORY     - 1946     MONUMENTED       CGS
 CS1756  HISTORY     - 1957     GOOD             NGS
 CS1756  HISTORY     - 1984     GOOD             NGS
 CS1756  HISTORY     - 19960217 GOOD             USPSQD
 CS1756  HISTORY     - 19960427 GOOD             USPSQD
 CS1756  HISTORY     - 20021213 GOOD             GEOCAC
 CS1756
 CS1756                          STATION DESCRIPTION
 CS1756
 CS1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1756'IN FORT WORTH.
 CS1756'ABOUT 3.2 MILES NORTHWEST OF THE TARRANT COUNTY COURT HOUSE IN FORT
 CS1756'WORTH, AT THE NORTHWEST CORNER OF THE INTERSECTION OF NORTHWEST 28TH
 CS1756'STREET AND COLUMBUS AVENUE, 33 FEET NORTH OF THE CENTERLINE OF 28TH,
 CS1756'AND 2 FEET NORTH OF THE NORTH CURB, 36 FEET WEST OF THE CENTER LINE OF
 CS1756'COLUMBUS, 6 FEET WEST OF A STREET SIGN POST.  A STANDARD DISK STAMPED
 CS1756'N 931 1946 IN A CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE
 CS1756'SURFACE.
 CS1756
 CS1756                          STATION RECOVERY (1984)
 CS1756
 CS1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1756'RECOVERED IN GOOD CONDITION.
 CS1756
 CS1756                          STATION RECOVERY (1996)
 CS1756
 CS1756'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1756'RECOVERED IN GOOD CONDITION.
 CS1756
 CS1756                          STATION RECOVERY (1996)
 CS1756
 CS1756'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1756'RECOVERED IN GOOD CONDITION.
 CS1756
 CS1756                          STATION RECOVERY (2002)
 CS1756
 CS1756'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1756'MARK FOUND IN A HOLE COVERED BY A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1716 ***********************************************************************
 CS1716  DESIGNATION -  N 932
 CS1716  PID         -  CS1716
 CS1716  STATE/COUNTY-  TX/TARRANT
 CS1716  USGS QUAD   -  FORT WORTH (1981)
 CS1716
 CS1716                         *CURRENT SURVEY CONTROL
 CS1716  ___________________________________________________________________
 CS1716* NAD 83(1986)-  32 43 12.     (N)    097 18 13.     (W)     SCALED    
 CS1716* NAVD 88     -       184.690  (meters)     605.94   (feet)  ADJUSTED  
 CS1716  ___________________________________________________________________
 CS1716  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS1716  DYNAMIC HT  -         184.473 (meters)     605.23  (feet)  COMP
 CS1716  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CS1716
 CS1716  VERT ORDER  -  FIRST     CLASS II
 CS1716
 CS1716.The horizontal coordinates were scaled from a topographic map and have
 CS1716.an estimated accuracy of +/- 6 seconds.
 CS1716
 CS1716.The orthometric height was determined by differential leveling
 CS1716.and adjusted by the National Geodetic Survey in June 1991..
 CS1716
 CS1716.The geoid height was determined by GEOID03.
 CS1716
 CS1716.The dynamic height is computed by dividing the NAVD 88
 CS1716.geopotential number by the normal gravity value computed on the
 CS1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1716.degrees latitude (g = 980.6199 gals.).
 CS1716
 CS1716.The modeled gravity was interpolated from observed gravity values.
 CS1716
 CS1716;                    North         East    Units  Estimated Accuracy
 CS1716;SPC TXNC     - 2,117,440.      712,140.      MT  (+/- 180 meters Scaled)
 CS1716
 CS1716                          SUPERSEDED SURVEY CONTROL
 CS1716
 CS1716  NGVD 29 (??/??/92)  184.698  (m)          605.96   (f) ADJ UNCH    1 2
 CS1716
 CS1716.Superseded values are not recommended for survey control.
 CS1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1716.See file dsdata.txt to determine how the superseded data were derived.
 CS1716
 CS1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB589215(NAD 83)
 CS1716_MARKER: DB = BENCH MARK DISK
 CS1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1716_STAMPING: N 932 1946 605.963
 CS1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1716+STABILITY: SURFACE MOTION
 CS1716
 CS1716  HISTORY     - Date     Condition        Report By
 CS1716  HISTORY     - 1946     MONUMENTED       CGS
 CS1716  HISTORY     - 1966     GOOD             NGS
 CS1716  HISTORY     - 1984     GOOD             NGS
 CS1716
 CS1716                          STATION DESCRIPTION
 CS1716
 CS1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1716'3.1 MI SE FROM FORT WORTH.
 CS1716'ABOUT 3.1 MILES SOUTHEAST OF THE COUNTY COURTHOUSE IN FORT WORTH, AT
 CS1716'THE INTERSECTION OF SOUTH RIVERSIDE DRIVE AND DAVIS AVENUE, IN THE
 CS1716'EAST RIGHT-OF-WAY LINE OF SOUTH RIVERSIDE DRIVE AND ACROSS THE STREET,
 CS1716'EAST, FROM THE BUCY-INGRAM LUMBER COMPANY, 100 FEET SOUTH OF THE
 CS1716'CENTER LINE OF DAVIS AVENUE, IN THE NORTHWEST CORNER OF THE FRONT YARD
 CS1716'OF HOUSE NUMBER 2259, 41.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CS1716'THE HOUSE, 34.0 FEET EAST OF THE CENTER LINE AND 2.9 FEET EAST OF THE
 CS1716'EAST CURB OF SOUTH RIVERSIDE DRIVE, 4.4 FEET SOUTHWEST OF POWER POLE
 CS1716'NUMBER 2259, SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES BELOW
 CS1716'THE LEVEL OF THE GROUND.
 CS1716
 CS1716                          STATION RECOVERY (1984)
 CS1716
 CS1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1558 ***********************************************************************
 CS1558  DESIGNATION -  N 933 RESET 1968
 CS1558  PID         -  CS1558
 CS1558  STATE/COUNTY-  TX/TARRANT
 CS1558  USGS QUAD   -  FORT WORTH (1981)
 CS1558
 CS1558                         *CURRENT SURVEY CONTROL
 CS1558  ___________________________________________________________________
 CS1558* NAD 83(1986)-  32 42 25.     (N)    097 21 54.     (W)     SCALED    
 CS1558* NAVD 88     -       201.71   (+/-2cm)     661.8    (feet)  VERTCON   
 CS1558  ___________________________________________________________________
 CS1558  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS1558
 CS1558  VERT ORDER  -  THIRD (See Below)
 CS1558
 CS1558.The horizontal coordinates were scaled from a topographic map and have
 CS1558.an estimated accuracy of +/- 6 seconds.
 CS1558
 CS1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1558.The vertical order pertains to the NGVD 29 superseded value.
 CS1558
 CS1558.The geoid height was determined by GEOID03.
 CS1558
 CS1558;                    North         East    Units  Estimated Accuracy
 CS1558;SPC TXNC     - 2,115,930.      706,410.      MT  (+/- 180 meters Scaled)
 CS1558
 CS1558                          SUPERSEDED SURVEY CONTROL
 CS1558
 CS1558  NGVD 29 (01/29/03)  201.71   (m)          661.8    (f) RESET       3  
 CS1558
 CS1558.Superseded values are not recommended for survey control.
 CS1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1558.See file dsdata.txt to determine how the superseded data were derived.
 CS1558
 CS1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB532199(NAD 83)
 CS1558_MARKER: DB = BENCH MARK DISK
 CS1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1558_STAMPING: N 933 RESET 1968
 CS1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1558+STABILITY: SURFACE MOTION
 CS1558
 CS1558  HISTORY     - Date     Condition        Report By
 CS1558  HISTORY     - 1968     MONUMENTED       CGS
 CS1558  HISTORY     - 1968     GOOD             USPSQD
 CS1558  HISTORY     - 1991     GOOD             USPSQD
 CS1558  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1558  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1558  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS1558
 CS1558                          STATION DESCRIPTION
 CS1558
 CS1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CS1558'IN FORT WORTH.
 CS1558'ABOUT 4 MILES SOUTHWEST OF DOWNTOWN FORT WORTH, NEAR THE SOUTHWEST
 CS1558'AREA OF THE TEXAS CHRISTIAN UNIVERSITY.  IN THE NORTHWEST ANGLE OF THE
 CS1558'INTERSECTION OF BELLAIRE DRIVE NORTH AND STADIUM DRIVE, 62.5 FEET
 CS1558'NORTH OF THE CENTER LINE OF BELLAIRE DRIVE NORTH, 32 FEET WEST OF THE
 CS1558'CENTER LINE OF STADIUM DRIVE, 5 FEET WEST OF THE WEST CURB OF STADIUM
 CS1558'DRIVE, 6 FEET SOUTH OF A POWER LINE POLE WITH TRANSFORMER, AND IS IN
 CS1558'LINE WITH THE ROW OF TREES WHICH PARALLEL STADIUM DRIVE.  A C AND GS
 CS1558'BENCH MARK DISK SET IN A 10 X 10 IN. CONCRETE POST FLUSH WITH THE
 CS1558'SURFACE OF GROUND.
 CS1558
 CS1558                          STATION RECOVERY (1968)
 CS1558
 CS1558'RECOVERY NOTE BY US POWER SQUADRON 1968 (SS)
 CS1558'RECOVERED IN GOOD CONDITION.
 CS1558
 CS1558                          STATION RECOVERY (1991)
 CS1558
 CS1558'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1558'RECOVERED IN GOOD CONDITION.
 CS1558
 CS1558                          STATION RECOVERY (1996)
 CS1558
 CS1558'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1558'MARK NOT FOUND.
 CS1558
 CS1558                          STATION RECOVERY (2001)
 CS1558
 CS1558'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1558'MARK NOT FOUND.
 CS1558
 CS1558                          STATION RECOVERY (2005)
 CS1558
 CS1558'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHB)
 CS1558'BELIEVED TO BE DESTROYED BY WIDENING OF STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0165 ***********************************************************************
 BZ0165  DESIGNATION -  N 934
 BZ0165  PID         -  BZ0165
 BZ0165  STATE/COUNTY-  TX/FREESTONE
 BZ0165  USGS QUAD   -  FAIRFIELD (1982)
 BZ0165
 BZ0165                         *CURRENT SURVEY CONTROL
 BZ0165  ___________________________________________________________________
 BZ0165* NAD 83(1986)-  31 37 44.     (N)    096 09 05.     (W)     SCALED    
 BZ0165* NAVD 88     -       119.822  (meters)     393.12   (feet)  ADJUSTED  
 BZ0165  ___________________________________________________________________
 BZ0165  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BZ0165  DYNAMIC HT  -         119.677 (meters)     392.64  (feet)  COMP
 BZ0165  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 BZ0165
 BZ0165  VERT ORDER  -  SECOND    CLASS 0
 BZ0165
 BZ0165.The horizontal coordinates were scaled from a topographic map and have
 BZ0165.an estimated accuracy of +/- 6 seconds.
 BZ0165
 BZ0165.The orthometric height was determined by differential leveling
 BZ0165.and adjusted by the National Geodetic Survey in June 1991..
 BZ0165
 BZ0165.The geoid height was determined by GEOID03.
 BZ0165
 BZ0165.The dynamic height is computed by dividing the NAVD 88
 BZ0165.geopotential number by the normal gravity value computed on the
 BZ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0165.degrees latitude (g = 980.6199 gals.).
 BZ0165
 BZ0165.The modeled gravity was interpolated from observed gravity values.
 BZ0165
 BZ0165;                    North         East    Units  Estimated Accuracy
 BZ0165;SPC TX C     - 3,224,980.    1,096,630.      MT  (+/- 180 meters Scaled)
 BZ0165
 BZ0165                          SUPERSEDED SURVEY CONTROL
 BZ0165
 BZ0165  NGVD 29 (??/??/92)  119.812  (m)          393.08   (f) ADJ UNCH    2 0
 BZ0165
 BZ0165.Superseded values are not recommended for survey control.
 BZ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0165.See file dsdata.txt to determine how the superseded data were derived.
 BZ0165
 BZ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA701028(NAD 83)
 BZ0165_MARKER: DB = BENCH MARK DISK
 BZ0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0165_SP_SET: BRIDGE
 BZ0165_STAMPING: N 934 1948
 BZ0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0165
 BZ0165  HISTORY     - Date     Condition        Report By
 BZ0165  HISTORY     - 1948     MONUMENTED       CGS
 BZ0165
 BZ0165                          STATION DESCRIPTION
 BZ0165
 BZ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0165'2.35 MI N FROM DEW.
 BZ0165'2.35 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE METHODIST CHURCH
 BZ0165'AT DEW, 11.5 FEET EAST AND 1.2 FEET ABOVE THE CENTER OF THE HIGHWAY,
 BZ0165'AT THE NORTH END OF THE EAST BANNISTER OF A CONCRETE BRIDGE AND SET IN
 BZ0165'A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1466 ***********************************************************************
 BZ1466  DESIGNATION -  N 935 RESET
 BZ1466  PID         -  BZ1466
 BZ1466  STATE/COUNTY-  TX/FREESTONE
 BZ1466  USGS QUAD   -  FAIRFIELD (1982)
 BZ1466
 BZ1466                         *CURRENT SURVEY CONTROL
 BZ1466  ___________________________________________________________________
 BZ1466* NAD 83(1986)-  31 39 26.     (N)    096 14 19.     (W)     SCALED    
 BZ1466* NAVD 88     -       153.14   (meters)     502.4    (feet)  RESET     
 BZ1466  ___________________________________________________________________
 BZ1466  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 BZ1466
 BZ1466  VERT ORDER  -  THIRD
 BZ1466
 BZ1466.The horizontal coordinates were scaled from a topographic map and have
 BZ1466.an estimated accuracy of +/- 6 seconds.
 BZ1466
 BZ1466.The orthometric height was computed from unverified reset data.
 BZ1466
 BZ1466.The geoid height was determined by GEOID03.
 BZ1466
 BZ1466;                    North         East    Units  Estimated Accuracy
 BZ1466;SPC TX C     - 3,227,820.    1,088,250.      MT  (+/- 180 meters Scaled)
 BZ1466
 BZ1466                          SUPERSEDED SURVEY CONTROL
 BZ1466
 BZ1466  NGVD 29 (01/29/03)  153.13   (m)          502.4    (f) RESET       3  
 BZ1466
 BZ1466.Superseded values are not recommended for survey control.
 BZ1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1466.See file dsdata.txt to determine how the superseded data were derived.
 BZ1466
 BZ1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA618057(NAD 83)
 BZ1466_MARKER: DB = BENCH MARK DISK
 BZ1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1466_SP_SET: CONCRETE POST
 BZ1466_STAMPING: N 935 RESET 1956
 BZ1466_MARK LOGO: CGS   
 BZ1466_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1466+STABILITY: SURFACE MOTION
 BZ1466
 BZ1466  HISTORY     - Date     Condition        Report By
 BZ1466  HISTORY     - 1956     MONUMENTED       CGS
 BZ1466
 BZ1466                          STATION DESCRIPTION
 BZ1466
 BZ1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BZ1466'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 84, FROM THE POST OFFICE IN
 BZ1466'TEAGUE, AT THE TOP OF A DIVIDE, 1 FOOT WEST OF THE WEST RIGHT-OF-WAY
 BZ1466'FENCE, 13 FEET NORTH OF THE GATE POST, 20 FEET NORTH OF A FENCE WEST
 BZ1466'WHICH IS THE NORTH YARD FENCE OF A SMALL WHITE HOUSE, PROJECTS ABOUT
 BZ1466'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0050 ***********************************************************************
 BZ0050  DESIGNATION -  N 936
 BZ0050  PID         -  BZ0050
 BZ0050  STATE/COUNTY-  TX/FREESTONE
 BZ0050  USGS QUAD   -  FAIRFIELD (1982)
 BZ0050
 BZ0050                         *CURRENT SURVEY CONTROL
 BZ0050  ___________________________________________________________________
 BZ0050* NAD 83(1986)-  31 44 08.     (N)    096 13 02.     (W)     SCALED    
 BZ0050* NAVD 88     -       132.067  (meters)     433.29   (feet)  ADJUSTED  
 BZ0050  ___________________________________________________________________
 BZ0050  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BZ0050  DYNAMIC HT  -         131.909 (meters)     432.77  (feet)  COMP
 BZ0050  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 BZ0050
 BZ0050  VERT ORDER  -  SECOND    CLASS 0
 BZ0050
 BZ0050.The horizontal coordinates were scaled from a topographic map and have
 BZ0050.an estimated accuracy of +/- 6 seconds.
 BZ0050
 BZ0050.The orthometric height was determined by differential leveling
 BZ0050.and adjusted by the National Geodetic Survey in June 1991..
 BZ0050
 BZ0050.The geoid height was determined by GEOID03.
 BZ0050
 BZ0050.The dynamic height is computed by dividing the NAVD 88
 BZ0050.geopotential number by the normal gravity value computed on the
 BZ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0050.degrees latitude (g = 980.6199 gals.).
 BZ0050
 BZ0050.The modeled gravity was interpolated from observed gravity values.
 BZ0050
 BZ0050;                    North         East    Units  Estimated Accuracy
 BZ0050;SPC TX C     - 3,236,570.    1,089,950.      MT  (+/- 180 meters Scaled)
 BZ0050
 BZ0050                          SUPERSEDED SURVEY CONTROL
 BZ0050
 BZ0050  NGVD 29 (??/??/92)  132.058  (m)          433.26   (f) ADJ UNCH    2 0
 BZ0050
 BZ0050.Superseded values are not recommended for survey control.
 BZ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0050.See file dsdata.txt to determine how the superseded data were derived.
 BZ0050
 BZ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA636144(NAD 83)
 BZ0050_MARKER: DB = BENCH MARK DISK
 BZ0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0050_SP_SET: CULVERT
 BZ0050_STAMPING: N 936 1948
 BZ0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0050
 BZ0050  HISTORY     - Date     Condition        Report By
 BZ0050  HISTORY     - 1948     MONUMENTED       CGS
 BZ0050  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0050
 BZ0050                          STATION DESCRIPTION
 BZ0050
 BZ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0050'3.05 MI W FROM FAIRFIELD.
 BZ0050'3.05 MILES WEST ALONG FARM HIGHWAY NO.27 FROM THE JUNCTION WITH U.S.
 BZ0050'HIGHWAY NO.84 AT FAIRFIELD, 34.3 FEET SOUTH OF A WIRE GATE, 24.5 FEET
 BZ0050'WEST OF THE CENTER OF A TRAIL CROSSING THE HIGHWAY, 13.1 FEET NORTH OF
 BZ0050'THE CENTER OF THE HIGHWAY, IN THE TOP OF THE WEST END OF THE NORTH
 BZ0050'HEADWALL OF A CONCRETE CULVERT AND SET IN A DRILL HOLE.
 BZ0050
 BZ0050                          STATION RECOVERY (2002)
 BZ0050
 BZ0050'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0680 ***********************************************************************
 BZ0680  DESIGNATION -  N 937
 BZ0680  PID         -  BZ0680
 BZ0680  STATE/COUNTY-  TX/NAVARRO
 BZ0680  USGS QUAD   -  COOLIDGE (1978)
 BZ0680
 BZ0680                         *CURRENT SURVEY CONTROL
 BZ0680  ___________________________________________________________________
 BZ0680* NAD 83(1986)-  31 52 05.     (N)    096 38 21.     (W)     SCALED    
 BZ0680* NAVD 88     -       144.850  (meters)     475.23   (feet)  ADJUSTED  
 BZ0680  ___________________________________________________________________
 BZ0680  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 BZ0680  DYNAMIC HT  -         144.679 (meters)     474.67  (feet)  COMP
 BZ0680  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 BZ0680
 BZ0680  VERT ORDER  -  SECOND    CLASS 0
 BZ0680
 BZ0680.The horizontal coordinates were scaled from a topographic map and have
 BZ0680.an estimated accuracy of +/- 6 seconds.
 BZ0680
 BZ0680.The orthometric height was determined by differential leveling
 BZ0680.and adjusted by the National Geodetic Survey in June 1991..
 BZ0680
 BZ0680.The geoid height was determined by GEOID03.
 BZ0680
 BZ0680.The dynamic height is computed by dividing the NAVD 88
 BZ0680.geopotential number by the normal gravity value computed on the
 BZ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0680.degrees latitude (g = 980.6199 gals.).
 BZ0680
 BZ0680.The modeled gravity was interpolated from observed gravity values.
 BZ0680
 BZ0680;                    North         East    Units  Estimated Accuracy
 BZ0680;SPC TXNC     - 2,023,890.      776,090.      MT  (+/- 180 meters Scaled)
 BZ0680
 BZ0680                          SUPERSEDED SURVEY CONTROL
 BZ0680
 BZ0680  NGVD 29 (??/??/92)  144.828  (m)          475.16   (f) ADJ UNCH    2 0
 BZ0680
 BZ0680.Superseded values are not recommended for survey control.
 BZ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0680.See file dsdata.txt to determine how the superseded data were derived.
 BZ0680
 BZ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA233282(NAD 83)
 BZ0680_MARKER: DB = BENCH MARK DISK
 BZ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0680_STAMPING: N 937 1948
 BZ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0680+STABILITY: SURFACE MOTION
 BZ0680
 BZ0680  HISTORY     - Date     Condition        Report By
 BZ0680  HISTORY     - 1948     MONUMENTED       CGS
 BZ0680
 BZ0680                          STATION DESCRIPTION
 BZ0680
 BZ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0680'6.05 MI SE FROM DAWSON.
 BZ0680'4.15 MILES EAST ALONG FARM ROAD 709 FROM THE RAILWAY STATION AT
 BZ0680'DAWSON, THENCE 1.9 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT A ROAD
 BZ0680'INTERSECTION, 30.0 FEET NORTHEAST OF THE CENTER LINE OF A
 BZ0680'NORTHWEST-SOUTHEAST ROAD, 21.0 FEET NORTHWEST OF THE CENTER LINE OF A
 BZ0680'SOUTHWEST-NORTHEAST ROAD, 7.3 FEET NORTHEAST OF A POWER POLE, 2.0 FEET
 BZ0680'NORTHEAST OF A REFERENCE POST, 0.6 FOOT SOUTHEAST OF A FENCE, SET IN
 BZ0680'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0041 ***********************************************************************
 BZ0041  DESIGNATION -  N 938
 BZ0041  PID         -  BZ0041
 BZ0041  STATE/COUNTY-  TX/NAVARRO
 BZ0041  USGS QUAD   -  WORTHAM (1982)
 BZ0041
 BZ0041                         *CURRENT SURVEY CONTROL
 BZ0041  ___________________________________________________________________
 BZ0041* NAD 83(1986)-  31 50 15.     (N)    096 26 59.     (W)     SCALED    
 BZ0041* NAVD 88     -       128.565  (meters)     421.80   (feet)  ADJUSTED  
 BZ0041  ___________________________________________________________________
 BZ0041  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0041  DYNAMIC HT  -         128.414 (meters)     421.30  (feet)  COMP
 BZ0041  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 BZ0041
 BZ0041  VERT ORDER  -  SECOND    CLASS 0
 BZ0041
 BZ0041.The horizontal coordinates were scaled from a topographic map and have
 BZ0041.an estimated accuracy of +/- 6 seconds.
 BZ0041
 BZ0041.The orthometric height was determined by differential leveling
 BZ0041.and adjusted by the National Geodetic Survey in June 1991..
 BZ0041
 BZ0041.The geoid height was determined by GEOID03.
 BZ0041
 BZ0041.The dynamic height is computed by dividing the NAVD 88
 BZ0041.geopotential number by the normal gravity value computed on the
 BZ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0041.degrees latitude (g = 980.6199 gals.).
 BZ0041
 BZ0041.The modeled gravity was interpolated from observed gravity values.
 BZ0041
 BZ0041;                    North         East    Units  Estimated Accuracy
 BZ0041;SPC TXNC     - 2,020,840.      794,080.      MT  (+/- 180 meters Scaled)
 BZ0041
 BZ0041                          SUPERSEDED SURVEY CONTROL
 BZ0041
 BZ0041  NGVD 29 (??/??/92)  128.550  (m)          421.75   (f) ADJ UNCH    2 0
 BZ0041
 BZ0041.Superseded values are not recommended for survey control.
 BZ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0041.See file dsdata.txt to determine how the superseded data were derived.
 BZ0041
 BZ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA413252(NAD 83)
 BZ0041_MARKER: DB = BENCH MARK DISK
 BZ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0041_STAMPING: N 938 1948
 BZ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0041+STABILITY: SURFACE MOTION
 BZ0041
 BZ0041  HISTORY     - Date     Condition        Report By
 BZ0041  HISTORY     - 1948     MONUMENTED       CGS
 BZ0041  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0041
 BZ0041                          STATION DESCRIPTION
 BZ0041
 BZ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0041'3.15 MI N FROM WORTHAM.
 BZ0041'3.15 MILES NORTH ALONG STATE HIGHWAY NO.14 FROM THE CITY WATER TOWER
 BZ0041'AT WORTHAM, 58.3 FEET EAST OF THE CENTER OF THE HIGHWAY, 43.0 FEET
 BZ0041'WEST OF AND ABOUT 3.0 FEET BELOW THE WEST RAIL OF THE TEXAS AND NEW
 BZ0041'ORLEANS RAILROAD, 21.4 FEET SOUTH OF MILEPOST 192, 3.0 FEET NORTH OF A
 BZ0041'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BZ0041'FOOT ABOVE GROUND.
 BZ0041
 BZ0041                          STATION RECOVERY (2002)
 BZ0041
 BZ0041'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 BZ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0306 ***********************************************************************
 CR0306  DESIGNATION -  N 939
 CR0306  PID         -  CR0306
 CR0306  STATE/COUNTY-  TX/SMITH
 CR0306  USGS QUAD   -  LINDALE (1981)
 CR0306
 CR0306                         *CURRENT SURVEY CONTROL
 CR0306  ___________________________________________________________________
 CR0306* NAD 83(1986)-  32 30 12.     (N)    095 24 11.     (W)     SCALED    
 CR0306* NAVD 88     -       152.505  (meters)     500.34   (feet)  ADJUSTED  
 CR0306  ___________________________________________________________________
 CR0306  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR0306  DYNAMIC HT  -         152.328 (meters)     499.76  (feet)  COMP
 CR0306  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 CR0306
 CR0306  VERT ORDER  -  FIRST     CLASS II
 CR0306
 CR0306.The horizontal coordinates were scaled from a topographic map and have
 CR0306.an estimated accuracy of +/- 6 seconds.
 CR0306
 CR0306.The orthometric height was determined by differential leveling
 CR0306.and adjusted by the National Geodetic Survey in June 1991..
 CR0306
 CR0306.The geoid height was determined by GEOID03.
 CR0306
 CR0306.The dynamic height is computed by dividing the NAVD 88
 CR0306.geopotential number by the normal gravity value computed on the
 CR0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0306.degrees latitude (g = 980.6199 gals.).
 CR0306
 CR0306.The modeled gravity was interpolated from observed gravity values.
 CR0306
 CR0306;                    North         East    Units  Estimated Accuracy
 CR0306;SPC TXNC     - 2,097,070.      890,960.      MT  (+/- 180 meters Scaled)
 CR0306
 CR0306                          SUPERSEDED SURVEY CONTROL
 CR0306
 CR0306  NGVD 29 (??/??/92)  152.537  (m)          500.45   (f) ADJ UNCH    1 2
 CR0306
 CR0306.Superseded values are not recommended for survey control.
 CR0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0306.See file dsdata.txt to determine how the superseded data were derived.
 CR0306
 CR0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR742987(NAD 83)
 CR0306_MARKER: DB = BENCH MARK DISK
 CR0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0306_SP_SET: CULVERT
 CR0306_STAMPING: N 939 1948
 CR0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0306+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0306
 CR0306  HISTORY     - Date     Condition        Report By
 CR0306  HISTORY     - 1948     MONUMENTED       CGS
 CR0306  HISTORY     - 1959     GOOD             NGS
 CR0306  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0306  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0306  HISTORY     - 20040606 GOOD             USPSQD
 CR0306  HISTORY     - 20050712 GOOD             USPSQD
 CR0306
 CR0306                          STATION DESCRIPTION
 CR0306
 CR0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0306'1.0 MI S FROM LINDALE.
 CR0306'ABOUT 1.0 MILE SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0306'FROM THE STATION AT LINDALE, NEAR THE NORTH END OF A LAKE WHICH IS ON
 CR0306'THE SOUTHWEST SIDE OF THE RAILROAD, SOUTH AND ACROSS THE TRACK FROM
 CR0306'POLE 31/20, 31 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN THE TOP OF THE
 CR0306'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A LARGE STONE AND
 CR0306'CONCRETE CULVERT, AND ABOUT 15 FEET BELOW THE LEVEL OF THE TRACKS.
 CR0306
 CR0306                          STATION RECOVERY (1991)
 CR0306
 CR0306'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 CR0306'MARK NOT FOUND.
 CR0306
 CR0306                          STATION RECOVERY (1996)
 CR0306
 CR0306'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0306'MARK NOT FOUND.
 CR0306
 CR0306                          STATION RECOVERY (2004)
 CR0306
 CR0306'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0306'RECOVERED IN GOOD CONDITION.
 CR0306
 CR0306                          STATION RECOVERY (2005)
 CR0306
 CR0306'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0491 ***********************************************************************
 AJ0491  DESIGNATION -  N 94
 AJ0491  PID         -  AJ0491
 AJ0491  STATE/COUNTY-  TX/WEBB
 AJ0491  USGS QUAD   -  BRUNI (1972)
 AJ0491
 AJ0491                         *CURRENT SURVEY CONTROL
 AJ0491  ___________________________________________________________________
 AJ0491* NAD 83(1986)-  27 23 28.     (N)    098 48 00.     (W)     SCALED    
 AJ0491* NAVD 88     -       225.707  (meters)     740.51   (feet)  ADJUSTED  
 AJ0491  ___________________________________________________________________
 AJ0491  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AJ0491  DYNAMIC HT  -         225.344 (meters)     739.32  (feet)  COMP
 AJ0491  MODELED GRAV-     979,033.8   (mgal)                       NAVD 88
 AJ0491
 AJ0491  VERT ORDER  -  FIRST     CLASS II
 AJ0491
 AJ0491.The horizontal coordinates were scaled from a topographic map and have
 AJ0491.an estimated accuracy of +/- 6 seconds.
 AJ0491
 AJ0491.The orthometric height was determined by differential leveling
 AJ0491.and adjusted by the National Geodetic Survey in June 1991..
 AJ0491
 AJ0491.The geoid height was determined by GEOID03.
 AJ0491
 AJ0491.The dynamic height is computed by dividing the NAVD 88
 AJ0491.geopotential number by the normal gravity value computed on the
 AJ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0491.degrees latitude (g = 980.6199 gals.).
 AJ0491
 AJ0491.The modeled gravity was interpolated from observed gravity values.
 AJ0491
 AJ0491;                    North         East    Units  Estimated Accuracy
 AJ0491;SPC TX S     - 5,191,090.      270,330.      MT  (+/- 180 meters Scaled)
 AJ0491
 AJ0491                          SUPERSEDED SURVEY CONTROL
 AJ0491
 AJ0491  NGVD 29 (??/??/92)  225.720  (m)          740.55   (f) ADJ UNCH    1 2
 AJ0491
 AJ0491.Superseded values are not recommended for survey control.
 AJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0491.See file dsdata.txt to determine how the superseded data were derived.
 AJ0491
 AJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR197297(NAD 83)
 AJ0491_MARKER: DB = BENCH MARK DISK
 AJ0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0491_STAMPING: N 94 1933 740.55
 AJ0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0491+STABILITY: SURFACE MOTION
 AJ0491
 AJ0491  HISTORY     - Date     Condition        Report By
 AJ0491  HISTORY     - 1933     MONUMENTED       CGS
 AJ0491  HISTORY     - 1945     MARK NOT FOUND   NGS
 AJ0491
 AJ0491                          STATION DESCRIPTION
 AJ0491
 AJ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0491'3.2 MI SE FROM BRUNI.
 AJ0491'ON THE TEXAS-MEXICAN RR. AT MILE POST 52.  40 FT. N OF TRACK.
 AJ0491
 AJ0491                          STATION RECOVERY (1945)
 AJ0491
 AJ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 AJ0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0079 ***********************************************************************
 BZ0079  DESIGNATION -  N 940
 BZ0079  PID         -  BZ0079
 BZ0079  STATE/COUNTY-  TX/NAVARRO
 BZ0079  USGS QUAD   -  RICHLAND (1978)
 BZ0079
 BZ0079                         *CURRENT SURVEY CONTROL
 BZ0079  ___________________________________________________________________
 BZ0079* NAD 83(1986)-  31 57 43.     (N)    096 28 24.     (W)     SCALED    
 BZ0079* NAVD 88     -       104.064  (meters)     341.42   (feet)  ADJUSTED  
 BZ0079  ___________________________________________________________________
 BZ0079  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 BZ0079  DYNAMIC HT  -         103.942 (meters)     341.02  (feet)  COMP
 BZ0079  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 BZ0079
 BZ0079  VERT ORDER  -  SECOND    CLASS 0
 BZ0079
 BZ0079.The horizontal coordinates were scaled from a topographic map and have
 BZ0079.an estimated accuracy of +/- 6 seconds.
 BZ0079
 BZ0079.The orthometric height was determined by differential leveling
 BZ0079.and adjusted by the National Geodetic Survey in June 1991..
 BZ0079
 BZ0079.The geoid height was determined by GEOID03.
 BZ0079
 BZ0079.The dynamic height is computed by dividing the NAVD 88
 BZ0079.geopotential number by the normal gravity value computed on the
 BZ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0079.degrees latitude (g = 980.6199 gals.).
 BZ0079
 BZ0079.The modeled gravity was interpolated from observed gravity values.
 BZ0079
 BZ0079;                    North         East    Units  Estimated Accuracy
 BZ0079;SPC TXNC     - 2,034,590.      791,580.      MT  (+/- 180 meters Scaled)
 BZ0079
 BZ0079                          SUPERSEDED SURVEY CONTROL
 BZ0079
 BZ0079  NGVD 29 (??/??/92)  104.053  (m)          341.38   (f) ADJ UNCH    2 0
 BZ0079
 BZ0079.Superseded values are not recommended for survey control.
 BZ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0079.See file dsdata.txt to determine how the superseded data were derived.
 BZ0079
 BZ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA387390(NAD 83)
 BZ0079_MARKER: DB = BENCH MARK DISK
 BZ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0079_STAMPING: N 940 1948
 BZ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0079+STABILITY: SURFACE MOTION
 BZ0079
 BZ0079  HISTORY     - Date     Condition        Report By
 BZ0079  HISTORY     - 1948     MONUMENTED       CGS
 BZ0079
 BZ0079                          STATION DESCRIPTION
 BZ0079
 BZ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0079'5.1 MI NW FROM RICHLAND.
 BZ0079'1.0 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BZ0079'RICHLAND, THENCE 4.1 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 0.4
 BZ0079'MILE SOUTH OF THE STEEL BRIDGE OVER RICHLAND CREEK, 500.0 FEET
 BZ0079'NORTHWEST OF A SMALL HOUSE LOCATED ON TOP OF A HILL, AT THE SOUTH END
 BZ0079'OF A CURVE IN THE ROAD, 26.7 FEET SOUTH OF AN 18 INCH HACKBERRY TREE
 BZ0079'WHICH IS USED AS A GATE POST, 2.0 FEET SOUTH OF A WITNESS POST, 1.6
 BZ0079'FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0079'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0722 ***********************************************************************
 DN0722  DESIGNATION -  N 941
 DN0722  PID         -  DN0722
 DN0722  STATE/COUNTY-  TX/DENTON
 DN0722  USGS QUAD   -  ARGYLE (1973)
 DN0722
 DN0722                         *CURRENT SURVEY CONTROL
 DN0722  ___________________________________________________________________
 DN0722* NAD 83(1986)-  33 00 02.     (N)    097 12 56.     (W)     SCALED    
 DN0722* NAVD 88     -       191.648  (meters)     628.77   (feet)  ADJUSTED  
 DN0722  ___________________________________________________________________
 DN0722  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DN0722  DYNAMIC HT  -         191.424 (meters)     628.03  (feet)  COMP
 DN0722  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 DN0722
 DN0722  VERT ORDER  -  SECOND    CLASS 0
 DN0722
 DN0722.The horizontal coordinates were scaled from a topographic map and have
 DN0722.an estimated accuracy of +/- 6 seconds.
 DN0722
 DN0722.The orthometric height was determined by differential leveling
 DN0722.and adjusted by the National Geodetic Survey in June 1991..
 DN0722
 DN0722.The geoid height was determined by GEOID03.
 DN0722
 DN0722.The dynamic height is computed by dividing the NAVD 88
 DN0722.geopotential number by the normal gravity value computed on the
 DN0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0722.degrees latitude (g = 980.6199 gals.).
 DN0722
 DN0722.The modeled gravity was interpolated from observed gravity values.
 DN0722
 DN0722;                    North         East    Units  Estimated Accuracy
 DN0722;SPC TXNC     - 2,148,650.      720,020.      MT  (+/- 180 meters Scaled)
 DN0722
 DN0722                          SUPERSEDED SURVEY CONTROL
 DN0722
 DN0722  NGVD 29 (??/??/92)  191.633  (m)          628.72   (f) ADJ UNCH    2 0
 DN0722
 DN0722.Superseded values are not recommended for survey control.
 DN0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0722.See file dsdata.txt to determine how the superseded data were derived.
 DN0722
 DN0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB667527(NAD 83)
 DN0722_MARKER: DB = BENCH MARK DISK
 DN0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0722_STAMPING: N 941 1946
 DN0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0722+STABILITY: SURFACE MOTION
 DN0722
 DN0722  HISTORY     - Date     Condition        Report By
 DN0722  HISTORY     - 1946     MONUMENTED       CGS
 DN0722  HISTORY     - 1967     MARK NOT FOUND   NGS
 DN0722  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0722  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0722
 DN0722                          STATION DESCRIPTION
 DN0722
 DN0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DN0722'1.0 MI NE FROM ROANOKE.
 DN0722'0.4 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ROANOKE,
 DN0722'DENTON COUNTY, THENCE 0.6 MILE EAST ALONG STATE HIGHWAY 114, AT THE
 DN0722'INTERSECTION OF A NORTHEAST AND SOUTHWEST ROAD, 48.5 FEET SOUTH OF THE
 DN0722'CENTERLINE OF THE HIGHWAY, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DN0722'ROAD, 15 FEET SOUTHEAST OF THE SOUTH END OF THE EAST HEADWALL OF A
 DN0722'CONCRETE CULVERT, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A WHITE
 DN0722'WITNESS POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 DN0722'STAMPED N 941 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DN0722'INCHES ABOVE GROUND.  NOTE-- THE MARK MAY HAVE BEEN DESTROYED WHEN A
 DN0722'DRAINAGE DITCH WAS MADE AND A FIELD ENTRANCE BUILT AT THE SITE OF
 DN0722'MARK.
 DN0722
 DN0722                          STATION RECOVERY (1995)
 DN0722
 DN0722'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0722'MARK NOT FOUND.
 DN0722
 DN0722                          STATION RECOVERY (2005)
 DN0722
 DN0722'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1956 ***********************************************************************
 CS1956  DESIGNATION -  N 942
 CS1956  PID         -  CS1956
 CS1956  STATE/COUNTY-  TX/TARRANT
 CS1956  USGS QUAD   -  HURST (1981)
 CS1956
 CS1956                         *CURRENT SURVEY CONTROL
 CS1956  ___________________________________________________________________
 CS1956* NAD 83(1986)-  32 52 23.     (N)    097 09 51.     (W)     SCALED    
 CS1956* NAVD 88     -       182.659  (meters)     599.27   (feet)  ADJUSTED  
 CS1956  ___________________________________________________________________
 CS1956  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CS1956  DYNAMIC HT  -         182.447 (meters)     598.58  (feet)  COMP
 CS1956  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CS1956
 CS1956  VERT ORDER  -  SECOND    CLASS 0
 CS1956
 CS1956.The horizontal coordinates were scaled from a topographic map and have
 CS1956.an estimated accuracy of +/- 6 seconds.
 CS1956
 CS1956.The orthometric height was determined by differential leveling
 CS1956.and adjusted by the National Geodetic Survey in June 1991..
 CS1956
 CS1956.The geoid height was determined by GEOID03.
 CS1956
 CS1956.The dynamic height is computed by dividing the NAVD 88
 CS1956.geopotential number by the normal gravity value computed on the
 CS1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1956.degrees latitude (g = 980.6199 gals.).
 CS1956
 CS1956.The modeled gravity was interpolated from observed gravity values.
 CS1956
 CS1956;                    North         East    Units  Estimated Accuracy
 CS1956;SPC TXNC     - 2,134,570.      725,000.      MT  (+/- 180 meters Scaled)
 CS1956
 CS1956                          SUPERSEDED SURVEY CONTROL
 CS1956
 CS1956  NGVD 29 (??/??/92)  182.646  (m)          599.23   (f) ADJ UNCH    2 0
 CS1956
 CS1956.Superseded values are not recommended for survey control.
 CS1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1956.See file dsdata.txt to determine how the superseded data were derived.
 CS1956
 CS1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB717387(NAD 83)
 CS1956_MARKER: DB = BENCH MARK DISK
 CS1956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1956_SP_SET: CULVERT
 CS1956_STAMPING: N 942 1946
 CS1956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1956
 CS1956  HISTORY     - Date     Condition        Report By
 CS1956  HISTORY     - 1946     MONUMENTED       CGS
 CS1956  HISTORY     - 1957     GOOD             NGS
 CS1956  HISTORY     - 20020620 MARK NOT FOUND   INDIV
 CS1956
 CS1956                          STATION DESCRIPTION
 CS1956
 CS1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1956'7.1 MI SW FROM GRAPEVINE.
 CS1956'7.1 MILES SOUTHWEST ALONG STATE HIGHWAY 121 FROM THE FIRST NATIONAL
 CS1956'BANK AT GRAPEVINE, TARRANT COUNTY, 130 YARDS SOUTH OF A FARMHOUSE, AT
 CS1956'A 4- BY 8-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END OF
 CS1956'THE NORTHWEST HEADWALL, 20 FEET NORTHWEST OF THE CENTERLINE OF THE
 CS1956'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED N 942
 CS1956'1946.  NOTE-- IT IS 0.7 MILE SOUTHWEST OF COLLEYVILLE.
 CS1956
 CS1956                          STATION RECOVERY (2002)
 CS1956
 CS1956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1956'MARK IS BELIEVED TO HAVE BEEN LOST WHEN HWY 26 WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3392 ***********************************************************************
 CS3392  DESIGNATION -  N 942 RESET
 CS3392  PID         -  CS3392
 CS3392  STATE/COUNTY-  TX/TARRANT
 CS3392  USGS QUAD   -  HURST (1981)
 CS3392
 CS3392                         *CURRENT SURVEY CONTROL
 CS3392  ___________________________________________________________________
 CS3392* NAD 83(1986)-  32 52 23.     (N)    097 09 51.     (W)     SCALED    
 CS3392* NAVD 88     -       182.46   (meters)     598.6    (feet)  RESET     
 CS3392  ___________________________________________________________________
 CS3392  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CS3392
 CS3392  VERT ORDER  -  THIRD
 CS3392
 CS3392.The horizontal coordinates were scaled from a topographic map and have
 CS3392.an estimated accuracy of +/- 6 seconds.
 CS3392
 CS3392.The orthometric height was computed from unverified reset data.
 CS3392.No vertical observational check was made to the station.
 CS3392
 CS3392.The geoid height was determined by GEOID03.
 CS3392
 CS3392;                    North         East    Units  Estimated Accuracy
 CS3392;SPC TXNC     - 2,134,570.      725,000.      MT  (+/- 180 meters Scaled)
 CS3392
 CS3392                          SUPERSEDED SURVEY CONTROL
 CS3392
 CS3392  NGVD 29 (01/29/03)  182.45   (m)          598.6    (f) RESET       3  
 CS3392
 CS3392.Superseded values are not recommended for survey control.
 CS3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3392.See file dsdata.txt to determine how the superseded data were derived.
 CS3392
 CS3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB717387(NAD 83)
 CS3392_MARKER: DB = BENCH MARK DISK
 CS3392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3392_SP_SET: CONCRETE POST
 CS3392_STAMPING: N 942 1946 RESET 1980
 CS3392_MARK LOGO: NGS   
 CS3392_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3392+STABILITY: SURFACE MOTION
 CS3392
 CS3392  HISTORY     - Date     Condition        Report By
 CS3392  HISTORY     - 1980     MONUMENTED       NGS
 CS3392  HISTORY     - 19970301 GOOD             USPSQD
 CS3392  HISTORY     - 20020620 MARK NOT FOUND   INDIV
 CS3392
 CS3392                          STATION DESCRIPTION
 CS3392
 CS3392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CS3392'1.8 MI (2.9 KM) SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE COLLEYVILLE
 CS3392'ELEMENTARY SCHOOL, ACROSS THE ROAD FROM AN ASSEMBLY OF GOD CHURCH,
 CS3392'62.0 FT (18.9 M) NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 35.0
 CS3392'FT (10.7 M) SOUTHWEST OF A CONCRETE CULVERT, 2.1 FT (0.6 M) NORTH OF
 CS3392'AN UTILITY POLE AND 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
 CS3392
 CS3392                          STATION RECOVERY (1997)
 CS3392
 CS3392'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3392'RECOVERED IN GOOD CONDITION.
 CS3392
 CS3392                          STATION RECOVERY (2002)
 CS3392
 CS3392'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS3392'TOP OF CONCRETE POST FOUND IN A HOLE NEXT TO THE WITNESS POST, BUT NO
 CS3392'DISK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1976 ***********************************************************************
 CS1976  DESIGNATION -  N 943
 CS1976  PID         -  CS1976
 CS1976  STATE/COUNTY-  TX/TARRANT
 CS1976  USGS QUAD   -  HURST (1981)
 CS1976
 CS1976                         *CURRENT SURVEY CONTROL
 CS1976  ___________________________________________________________________
 CS1976* NAD 83(1986)-  32 46 42.     (N)    097 13 16.     (W)     SCALED    
 CS1976* NAVD 88     -       152.157  (meters)     499.20   (feet)  ADJUSTED  
 CS1976  ___________________________________________________________________
 CS1976  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS1976  DYNAMIC HT  -         151.980 (meters)     498.62  (feet)  COMP
 CS1976  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CS1976
 CS1976  VERT ORDER  -  SECOND    CLASS 0
 CS1976
 CS1976.The horizontal coordinates were scaled from a topographic map and have
 CS1976.an estimated accuracy of +/- 6 seconds.
 CS1976
 CS1976.The orthometric height was determined by differential leveling
 CS1976.and adjusted by the National Geodetic Survey in June 1991..
 CS1976
 CS1976.The geoid height was determined by GEOID03.
 CS1976
 CS1976.The dynamic height is computed by dividing the NAVD 88
 CS1976.geopotential number by the normal gravity value computed on the
 CS1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1976.degrees latitude (g = 980.6199 gals.).
 CS1976
 CS1976.The modeled gravity was interpolated from observed gravity values.
 CS1976
 CS1976;                    North         East    Units  Estimated Accuracy
 CS1976;SPC TXNC     - 2,124,000.      719,800.      MT  (+/- 180 meters Scaled)
 CS1976
 CS1976                          SUPERSEDED SURVEY CONTROL
 CS1976
 CS1976  NGVD 29 (??/??/92)  152.154  (m)          499.19   (f) ADJ UNCH    2 0
 CS1976
 CS1976.Superseded values are not recommended for survey control.
 CS1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1976.See file dsdata.txt to determine how the superseded data were derived.
 CS1976
 CS1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB666281(NAD 83)
 CS1976_MARKER: DB = BENCH MARK DISK
 CS1976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1976_SP_SET: BRIDGE
 CS1976_STAMPING: N 943 1946 499.192
 CS1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1976
 CS1976  HISTORY     - Date     Condition        Report By
 CS1976  HISTORY     - 1946     MONUMENTED       CGS
 CS1976  HISTORY     - 1956     GOOD             NGS
 CS1976  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1976
 CS1976                          STATION DESCRIPTION
 CS1976
 CS1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1976'4.0 MI N FROM HANDLEY.
 CS1976'4 MILES NORTH ALONG HANDLEY DRIVE FROM THE INTERSECTION WITH HIGHWAY
 CS1976'NO.80 AND THE TRAFFIC LIGHT IN HANDLEY, ON THE TOP OF THE EAST END OF
 CS1976'THE NORTH CONCRETE ABUTMENT OF THE BRIDGE OVER THE TRINITY RIVER. THIS
 CS1976'IS 1.2 MILES SOUTH OF THE INTERSECTION OF HANDLEY DRIVE AND HIGHWAY
 CS1976'NO.183.  A STANDARD DISK STAMPED N 943 1946 499.192.
 CS1976
 CS1976                          STATION RECOVERY (1996)
 CS1976
 CS1976'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2003 ***********************************************************************
 CS2003  DESIGNATION -  N 944
 CS2003  PID         -  CS2003
 CS2003  STATE/COUNTY-  TX/TARRANT
 CS2003  USGS QUAD   -  EULESS (1981)
 CS2003
 CS2003                         *CURRENT SURVEY CONTROL
 CS2003  ___________________________________________________________________
 CS2003* NAD 83(1986)-  32 49 17.     (N)    097 07 06.     (W)     SCALED    
 CS2003* NAVD 88     -       155.243  (meters)     509.33   (feet)  ADJUSTED  
 CS2003  ___________________________________________________________________
 CS2003  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CS2003  DYNAMIC HT  -         155.064 (meters)     508.74  (feet)  COMP
 CS2003  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 CS2003
 CS2003  VERT ORDER  -  SECOND    CLASS 0
 CS2003
 CS2003.The horizontal coordinates were scaled from a topographic map and have
 CS2003.an estimated accuracy of +/- 6 seconds.
 CS2003
 CS2003.The orthometric height was determined by differential leveling
 CS2003.and adjusted by the National Geodetic Survey in June 1991..
 CS2003
 CS2003.The geoid height was determined by GEOID03.
 CS2003
 CS2003.The dynamic height is computed by dividing the NAVD 88
 CS2003.geopotential number by the normal gravity value computed on the
 CS2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2003.degrees latitude (g = 980.6199 gals.).
 CS2003
 CS2003.The modeled gravity was interpolated from observed gravity values.
 CS2003
 CS2003;                    North         East    Units  Estimated Accuracy
 CS2003;SPC TXNC     - 2,128,900.      729,360.      MT  (+/- 180 meters Scaled)
 CS2003
 CS2003                          SUPERSEDED SURVEY CONTROL
 CS2003
 CS2003  NGVD 29 (??/??/92)  155.250  (m)          509.35   (f) ADJ UNCH    2 0
 CS2003
 CS2003.Superseded values are not recommended for survey control.
 CS2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2003.See file dsdata.txt to determine how the superseded data were derived.
 CS2003
 CS2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB761330(NAD 83)
 CS2003_MARKER: DB = BENCH MARK DISK
 CS2003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2003_SP_SET: CULVERT
 CS2003_STAMPING: N 944 1946
 CS2003_MARK LOGO: NGS   
 CS2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2003+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 CS2003
 CS2003  HISTORY     - Date     Condition        Report By
 CS2003  HISTORY     - 1946     MONUMENTED       CGS
 CS2003  HISTORY     - 1950     GOOD             NGS
 CS2003  HISTORY     - 19930910 GOOD             LOCSUR
 CS2003  HISTORY     - 20021228 GOOD             GEOCAC
 CS2003  HISTORY     - 20040418 GOOD             USPSQD
 CS2003
 CS2003                          STATION DESCRIPTION
 CS2003
 CS2003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CS2003'02.4 MI W FROM EULESS.
 CS2003'TO REACH FROM THE MAIN ROAD CROSSING IN EULESS, GO WEST ON HIGHWAY
 CS2003'NO.183, 02.4 MILES TO THE MARK ON THE RIGHT OR NORTH.  IT IS AT THE
 CS2003'INTERSECTION OF THE HIGHWAY AND A GRAVEL ROAD LEADING NORTH, 25 FEET
 CS2003'NORTH AND 5 FEET LOWER THAN THE CENTERLINE OF THE WEST BOUND TRAFFIC
 CS2003'LANE, ON THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 5 X 10 FT.
 CS2003'CONCRETE CULVERT.  A STANDARD DISK STAMPED N 944 1946 SET IN A DRILL
 CS2003'HOLE IN CONCRETE.
 CS2003
 CS2003                          STATION RECOVERY (1993)
 CS2003
 CS2003'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JBD)
 CS2003'RECOVERED AS DESCRIBED.
 CS2003
 CS2003                          STATION RECOVERY (2002)
 CS2003
 CS2003'RECOVERY NOTE BY GEOCACHING 2002
 CS2003'RECOVERED IN GOOD CONDITION.
 CS2003
 CS2003                          STATION RECOVERY (2004)
 CS2003
 CS2003'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 CS2003'IN GOOD CONDITION BUT ACCESS WOULD BE DIFFICULT BECAUSE OF THE STEEP
 CS2003'INCLINE.  GPS OCCUPATION WOULD BE NEARLY IMPOSSIBLE BECAUSE OF ITS
 CS2003'TREACHEROUS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0699 ***********************************************************************
 DN0699  DESIGNATION -  N 945
 DN0699  PID         -  DN0699
 DN0699  STATE/COUNTY-  TX/DENTON
 DN0699  USGS QUAD   -  JUSTIN (1978)
 DN0699
 DN0699                         *CURRENT SURVEY CONTROL
 DN0699  ___________________________________________________________________
 DN0699* NAD 83(1986)-  33 06 05.     (N)    097 16 14.     (W)     SCALED    
 DN0699* NAVD 88     -       197.179  (meters)     646.91   (feet)  ADJUSTED  
 DN0699  ___________________________________________________________________
 DN0699  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DN0699  DYNAMIC HT  -         196.951 (meters)     646.16  (feet)  COMP
 DN0699  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 DN0699
 DN0699  VERT ORDER  -  SECOND    CLASS 0
 DN0699
 DN0699.The horizontal coordinates were scaled from a topographic map and have
 DN0699.an estimated accuracy of +/- 6 seconds.
 DN0699
 DN0699.The orthometric height was determined by differential leveling
 DN0699.and adjusted by the National Geodetic Survey in June 1991..
 DN0699
 DN0699.The geoid height was determined by GEOID03.
 DN0699
 DN0699.The dynamic height is computed by dividing the NAVD 88
 DN0699.geopotential number by the normal gravity value computed on the
 DN0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0699.degrees latitude (g = 980.6199 gals.).
 DN0699
 DN0699.The modeled gravity was interpolated from observed gravity values.
 DN0699
 DN0699;                    North         East    Units  Estimated Accuracy
 DN0699;SPC TXNC     - 2,159,770.      714,750.      MT  (+/- 180 meters Scaled)
 DN0699
 DN0699                          SUPERSEDED SURVEY CONTROL
 DN0699
 DN0699  NGVD 29 (??/??/92)  197.152  (m)          646.82   (f) ADJ UNCH    2 0
 DN0699
 DN0699.Superseded values are not recommended for survey control.
 DN0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0699.See file dsdata.txt to determine how the superseded data were derived.
 DN0699
 DN0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB613638(NAD 83)
 DN0699_MARKER: DB = BENCH MARK DISK
 DN0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0699_STAMPING: N 945 1946
 DN0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0699+STABILITY: SURFACE MOTION
 DN0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0699+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002
 DN0699
 DN0699  HISTORY     - Date     Condition        Report By
 DN0699  HISTORY     - 1946     MONUMENTED       CGS
 DN0699  HISTORY     - 1960     GOOD             NGS
 DN0699  HISTORY     - 1985     GOOD             NGS
 DN0699  HISTORY     - 19920907 MARK NOT FOUND   USPSQD
 DN0699  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0699  HISTORY     - 19980214 GOOD             USPSQD
 DN0699  HISTORY     - 20021025 GOOD             JCLS
 DN0699  HISTORY     - 20031030 GOOD             JCLS
 DN0699  HISTORY     - 20051031 GOOD             BOHAN
 DN0699
 DN0699                          STATION DESCRIPTION
 DN0699
 DN0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0699'2.1 MI NE FROM JUSTIN.
 DN0699'2.1 MILES EAST AND NORTH ALONG F.M.ROAD 407, FROM JUSTIN, ABOUT 50
 DN0699'YARDS NORTHWEST OF THE CENTERLINE OF THE CURVE IN THE HIGHWAY, AND 50
 DN0699'YARDS SOUTHWEST FROM A WHITE FARM HOUSE, 2 FEET EAST OF THE
 DN0699'NORTH-SOUTH FENCE LINE WHICH IS THE WEST RIGHT-OF-WAY FENCE OF THE
 DN0699'HIGHWAY TO THE SOUTH, 9 YARDS NORTHWEST OF THE CENTERLINE OF THE FARM
 DN0699'LANE, IN RANGE WITH THE NORTH GUTTER LINE OF THE HIGHWAY TO THE EAST
 DN0699'AND 1 FOOT NORTH OF A 4 X 4 WITNESS POST.  A STANDARD DISK STAMPED N
 DN0699'945 1946 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 DN0699
 DN0699                          STATION RECOVERY (1985)
 DN0699
 DN0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DN0699'3.36 KM (2.1 MI) NORTHEAST ALONG FM 407 FROM THE JUNCTION OF FM 407
 DN0699'AND STATE HIGHWAY 156 IN JUSTIN, AT A CURVE IN THE ROAD, 48.77 METERS
 DN0699'(160 FT) NORTHWEST OF THE CENTER OF FM 407, 9.14 METERS (30.0 FT)
 DN0699'NORTHWEST OF THE CENTER OF A DRIVEWAY AND 0.61 METER (2.0 FT) EAST OF
 DN0699'A FENCE. THE MARK IS IN THE PROPERTY LINE AT A POWERLINE CROSSING.
 DN0699
 DN0699                          STATION RECOVERY (1992)
 DN0699
 DN0699'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0699'MARK NOT FOUND.
 DN0699
 DN0699                          STATION RECOVERY (1995)
 DN0699
 DN0699'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0699'MARK NOT FOUND.
 DN0699
 DN0699                          STATION RECOVERY (1998)
 DN0699
 DN0699'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0699'RECOVERED IN GOOD CONDITION.
 DN0699
 DN0699                          STATION RECOVERY (2002)
 DN0699
 DN0699'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DN0699'RECOVERED IN GOOD CONDITION.
 DN0699
 DN0699                          STATION RECOVERY (2003)
 DN0699
 DN0699'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 DN0699'RECOVERED IN GOOD CONDITION.
 DN0699
 DN0699                          STATION RECOVERY (2005)
 DN0699
 DN0699'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0706 ***********************************************************************
 DN0706  DESIGNATION -  N 946
 DN0706  PID         -  DN0706
 DN0706  STATE/COUNTY-  TX/DENTON
 DN0706  USGS QUAD   -  ARGYLE (1973)
 DN0706
 DN0706                         *CURRENT SURVEY CONTROL
 DN0706  ___________________________________________________________________
 DN0706* NAD 83(1986)-  33 07 18.     (N)    097 11 05.     (W)     SCALED    
 DN0706* NAVD 88     -       203.238  (meters)     666.79   (feet)  ADJUSTED  
 DN0706  ___________________________________________________________________
 DN0706  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DN0706  DYNAMIC HT  -         203.004 (meters)     666.02  (feet)  COMP
 DN0706  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 DN0706
 DN0706  VERT ORDER  -  SECOND    CLASS 0
 DN0706
 DN0706.The horizontal coordinates were scaled from a topographic map and have
 DN0706.an estimated accuracy of +/- 6 seconds.
 DN0706
 DN0706.The orthometric height was determined by differential leveling
 DN0706.and adjusted by the National Geodetic Survey in June 1991..
 DN0706
 DN0706.The geoid height was determined by GEOID03.
 DN0706
 DN0706.The dynamic height is computed by dividing the NAVD 88
 DN0706.geopotential number by the normal gravity value computed on the
 DN0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0706.degrees latitude (g = 980.6199 gals.).
 DN0706
 DN0706.The modeled gravity was interpolated from observed gravity values.
 DN0706
 DN0706;                    North         East    Units  Estimated Accuracy
 DN0706;SPC TXNC     - 2,162,110.      722,730.      MT  (+/- 180 meters Scaled)
 DN0706
 DN0706                          SUPERSEDED SURVEY CONTROL
 DN0706
 DN0706  NGVD 29 (??/??/92)  203.216  (m)          666.72   (f) ADJ UNCH    2 0
 DN0706
 DN0706.Superseded values are not recommended for survey control.
 DN0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0706.See file dsdata.txt to determine how the superseded data were derived.
 DN0706
 DN0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB693662(NAD 83)
 DN0706_MARKER: DB = BENCH MARK DISK
 DN0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0706_SP_SET: CULVERT
 DN0706_STAMPING: N 946 1946
 DN0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0706+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0706
 DN0706  HISTORY     - Date     Condition        Report By
 DN0706  HISTORY     - 1946     MONUMENTED       CGS
 DN0706  HISTORY     - 1959     GOOD             NGS
 DN0706  HISTORY     - 19950630 GOOD             USPSQD
 DN0706  HISTORY     - 19980214 GOOD             USPSQD
 DN0706  HISTORY     - 20051031 GOOD             BOHAN
 DN0706
 DN0706                          STATION DESCRIPTION
 DN0706
 DN0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0706'IN ARGYLE.
 DN0706'AT ARGYLE, DENTON COUNTY, 86 FEET EAST OF THE TEXAS AND PACIFIC
 DN0706'RAILWAY STATION, ON U.S. HIGHWAY 377, AT A CONCRETE CULVERT, IN THE
 DN0706'TOP OF THE NORTH END OF THE WEST HEADWALL, 27 FEET WEST OF THE
 DN0706'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 DN0706'DISK, STAMPED N 946 1946.
 DN0706
 DN0706                          STATION RECOVERY (1995)
 DN0706
 DN0706'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0706'RECOVERED IN GOOD CONDITION.
 DN0706
 DN0706                          STATION RECOVERY (1998)
 DN0706
 DN0706'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0706'RECOVERED IN GOOD CONDITION.
 DN0706
 DN0706                          STATION RECOVERY (2005)
 DN0706
 DN0706'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0345 ***********************************************************************
 DN0345  DESIGNATION -  N 947
 DN0345  PID         -  DN0345
 DN0345  STATE/COUNTY-  TX/DENTON
 DN0345  USGS QUAD   -  FRISCO (1981)
 DN0345
 DN0345                         *CURRENT SURVEY CONTROL
 DN0345  ___________________________________________________________________
 DN0345* NAD 83(1986)-  33 09 10.     (N)    096 51 26.     (W)     SCALED    
 DN0345* NAVD 88     -       190.007  (meters)     623.38   (feet)  ADJUSTED  
 DN0345  ___________________________________________________________________
 DN0345  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DN0345  DYNAMIC HT  -         189.796 (meters)     622.69  (feet)  COMP
 DN0345  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 DN0345
 DN0345  VERT ORDER  -  SECOND    CLASS 0
 DN0345
 DN0345.The horizontal coordinates were scaled from a topographic map and have
 DN0345.an estimated accuracy of +/- 6 seconds.
 DN0345
 DN0345.The orthometric height was determined by differential leveling
 DN0345.and adjusted by the National Geodetic Survey in June 1991..
 DN0345
 DN0345.The geoid height was determined by GEOID03.
 DN0345
 DN0345.The dynamic height is computed by dividing the NAVD 88
 DN0345.geopotential number by the normal gravity value computed on the
 DN0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0345.degrees latitude (g = 980.6199 gals.).
 DN0345
 DN0345.The modeled gravity was interpolated from observed gravity values.
 DN0345
 DN0345;                    North         East    Units  Estimated Accuracy
 DN0345;SPC TXNC     - 2,165,990.      753,230.      MT  (+/- 180 meters Scaled)
 DN0345
 DN0345                          SUPERSEDED SURVEY CONTROL
 DN0345
 DN0345  NGVD 29 (??/??/92)  190.018  (m)          623.42   (f) ADJ UNCH    2 0
 DN0345
 DN0345.Superseded values are not recommended for survey control.
 DN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0345.See file dsdata.txt to determine how the superseded data were derived.
 DN0345
 DN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB998702(NAD 83)
 DN0345_MARKER: DB = BENCH MARK DISK
 DN0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0345_STAMPING: N 947 1946
 DN0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0345+STABILITY: SURFACE MOTION
 DN0345
 DN0345  HISTORY     - Date     Condition        Report By
 DN0345  HISTORY     - 1946     MONUMENTED       CGS
 DN0345  HISTORY     - 1960     GOOD             NGS
 DN0345  HISTORY     - 19950708 GOOD             USPSQD
 DN0345  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0345  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0345
 DN0345                          STATION DESCRIPTION
 DN0345
 DN0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0345'1.7 MI W FROM FRISCO.
 DN0345'1.7 MILES WEST ALONG F.M. ROAD NO. 720 FROM THE GRAIN ELEVATOR AND
 DN0345'RAILROAD CROSSING AT THE NORTHWEST SIDE OF FRISCO, IN THE SOUTH
 DN0345'RIGHT-OF-WAY LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTERLINE OF
 DN0345'ENTRANCE DRIVE TO THE JOHN W. KIRBY FARM YARD.  IT IS 2 FEET WEST OF A
 DN0345'4 X 4 POST AND AT THE BASE OF A BRACE POST WHICH REMAINS FROM AN OLD
 DN0345'FENCE CORNER.  A STANDARD DISK STAMPED N 947 1946 IN A CONCRETE POST
 DN0345'WHICH PROJECTS ABOUT 2 INCHES.
 DN0345
 DN0345                          STATION RECOVERY (1995)
 DN0345
 DN0345'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0345'RECOVERED IN GOOD CONDITION.
 DN0345
 DN0345                          STATION RECOVERY (1998)
 DN0345
 DN0345'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0345'MARK NOT FOUND.
 DN0345
 DN0345                          STATION RECOVERY (2005)
 DN0345
 DN0345'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0660 ***********************************************************************
 DN0660  DESIGNATION -  N 948
 DN0660  PID         -  DN0660
 DN0660  STATE/COUNTY-  TX/DENTON
 DN0660  USGS QUAD   -  LITTLE ELM (1968)
 DN0660
 DN0660                         *CURRENT SURVEY CONTROL
 DN0660  ___________________________________________________________________
 DN0660* NAD 83(1986)-  33 14 03.     (N)    096 59 18.     (W)     SCALED    
 DN0660* NAVD 88     -       193.460  (meters)     634.71   (feet)  ADJUSTED  
 DN0660  ___________________________________________________________________
 DN0660  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DN0660  DYNAMIC HT  -         193.247 (meters)     634.01  (feet)  COMP
 DN0660  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 DN0660
 DN0660  VERT ORDER  -  SECOND    CLASS 0
 DN0660
 DN0660.The horizontal coordinates were scaled from a topographic map and have
 DN0660.an estimated accuracy of +/- 6 seconds.
 DN0660
 DN0660.The orthometric height was determined by differential leveling
 DN0660.and adjusted by the National Geodetic Survey in June 1991..
 DN0660
 DN0660.The geoid height was determined by GEOID03.
 DN0660
 DN0660.The dynamic height is computed by dividing the NAVD 88
 DN0660.geopotential number by the normal gravity value computed on the
 DN0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0660.degrees latitude (g = 980.6199 gals.).
 DN0660
 DN0660.The modeled gravity was interpolated from observed gravity values.
 DN0660
 DN0660;                    North         East    Units  Estimated Accuracy
 DN0660;SPC TXNC     - 2,174,830.      740,870.      MT  (+/- 180 meters Scaled)
 DN0660
 DN0660                          SUPERSEDED SURVEY CONTROL
 DN0660
 DN0660  NGVD 29 (??/??/92)  193.46   (m)          634.7    (f) COMPUTED    2 0
 DN0660
 DN0660.Superseded values are not recommended for survey control.
 DN0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0660.See file dsdata.txt to determine how the superseded data were derived.
 DN0660
 DN0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB874790(NAD 83)
 DN0660_MARKER: DB = BENCH MARK DISK
 DN0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0660_STAMPING: N 948 1946
 DN0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0660+STABILITY: SURFACE MOTION
 DN0660
 DN0660  HISTORY     - Date     Condition        Report By
 DN0660  HISTORY     - 1946     MONUMENTED       CGS
 DN0660  HISTORY     - 1960     MARK NOT FOUND   NGS
 DN0660  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0660  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0660  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0660
 DN0660                          STATION DESCRIPTION
 DN0660
 DN0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0660'9.3 MI E FROM DENTON.
 DN0660'IN DENTON COUNTY, 0.2 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO
 DN0660'RAILWAY FROM THE STATION AT PROSPER, COLLIN COUNTY, 10.7 MILES WEST
 DN0660'ALONG A GRAVEL ROAD, 9.3 MILES EAST OF THE POST OFFICE AT DENTON,
 DN0660'DENTON COUNTY, 7.2 MILES NORTHWEST OF THE LITTLE ELM RURAL HIGH SCHOOL
 DN0660'AT LITTLE ELM, DENTON COUNTY, NEAR CROSSROADS STORE, 45 YARDS
 DN0660'SOUTHEAST OF A TEXACO SERVICE STATION (IN 1946), AT THE INTERSECTION
 DN0660'OF A NORTH-AND-SOUTH GRAVEL ROAD, 55 YARDS SOUTH OF THE CENTERLINE OF
 DN0660'THE EAST-AND-WEST ROAD, 38.5 FEET EAST OF THE CENTERLINE OF THE
 DN0660'NORTH-AND-SOUTH ROAD, 13 FEET NORTHEAST OF A FENCE CORNER, 9.5 FEET
 DN0660'SOUTHWEST OF A 12-INCH OAK TREE, 1 FOOT NORTHWEST OF THE FENCE, AND 1
 DN0660'FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 DN0660'STAMPED N 948 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DN0660'INCHES ABOVE GROUND.  NOTE-- THE SITE OF THIS MARK IS NOW WITHIN THE
 DN0660'AREA OF AN F.M. HIGHWAY AND NO EVIDENCE OF THE MARK REMAINS.
 DN0660
 DN0660                          STATION RECOVERY (1995)
 DN0660
 DN0660'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0660'MARK NOT FOUND.
 DN0660
 DN0660                          STATION RECOVERY (1998)
 DN0660
 DN0660'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0660'MARK NOT FOUND.
 DN0660
 DN0660                          STATION RECOVERY (2005)
 DN0660
 DN0660'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0685 ***********************************************************************
 DN0685  DESIGNATION -  N 949
 DN0685  PID         -  DN0685
 DN0685  STATE/COUNTY-  TX/DENTON
 DN0685  USGS QUAD   -  DENTON WEST (1960)
 DN0685
 DN0685                         *CURRENT SURVEY CONTROL
 DN0685  ___________________________________________________________________
 DN0685* NAD 83(1986)-  33 13 52.     (N)    097 11 46.     (W)     SCALED    
 DN0685* NAVD 88     -       201.132  (meters)     659.88   (feet)  ADJUSTED  
 DN0685  ___________________________________________________________________
 DN0685  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DN0685  DYNAMIC HT  -         200.906 (meters)     659.14  (feet)  COMP
 DN0685  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 DN0685
 DN0685  VERT ORDER  -  SECOND    CLASS 0
 DN0685
 DN0685.The horizontal coordinates were scaled from a topographic map and have
 DN0685.an estimated accuracy of +/- 6 seconds.
 DN0685
 DN0685.The orthometric height was determined by differential leveling
 DN0685.and adjusted by the National Geodetic Survey in June 1991..
 DN0685
 DN0685.The geoid height was determined by GEOID03.
 DN0685
 DN0685.The dynamic height is computed by dividing the NAVD 88
 DN0685.geopotential number by the normal gravity value computed on the
 DN0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0685.degrees latitude (g = 980.6199 gals.).
 DN0685
 DN0685.The modeled gravity was interpolated from observed gravity values.
 DN0685
 DN0685;                    North         East    Units  Estimated Accuracy
 DN0685;SPC TXNC     - 2,174,240.      721,520.      MT  (+/- 180 meters Scaled)
 DN0685
 DN0685                          SUPERSEDED SURVEY CONTROL
 DN0685
 DN0685  NGVD 29 (??/??/92)  201.106  (m)          659.80   (f) ADJ UNCH    2 0
 DN0685
 DN0685.Superseded values are not recommended for survey control.
 DN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0685.See file dsdata.txt to determine how the superseded data were derived.
 DN0685
 DN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB680783(NAD 83)
 DN0685_MARKER: DB = BENCH MARK DISK
 DN0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0685_STAMPING: N 949 1946
 DN0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0685+STABILITY: SURFACE MOTION
 DN0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0685+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0685
 DN0685  HISTORY     - Date     Condition        Report By
 DN0685  HISTORY     - 1946     MONUMENTED       CGS
 DN0685  HISTORY     - 1960     GOOD             NGS
 DN0685  HISTORY     - 1979     POOR             NGS
 DN0685  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0685  HISTORY     - 19980214 GOOD             USPSQD
 DN0685  HISTORY     - 20051031 GOOD             BOHAN
 DN0685
 DN0685                          STATION DESCRIPTION
 DN0685
 DN0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0685'4.7 MI W FROM DENTON.
 DN0685'4.7 MILES WEST OF DENTON, DENTON COUNTY.  THIS BENCH MARK MAY BE
 DN0685'REACHED FROM THE POST OFFICE BY GOING 0.1 MILE WEST ALONG MCKINNEY
 DN0685'STREET, THENCE 1.0 MILE NORTH ALONG U.S. HIGHWAY 77, AND THENCE 3.6
 DN0685'MILES WEST ALONG STATE HIGHWAY 24.  IT IS AT THE INTERSECTION OF A
 DN0685'NORTH-AND-SOUTH GRAVEL ROAD, 99 FEET EAST OF THE CENTERLINE OF THE
 DN0685'GRAVEL ROAD, 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET
 DN0685'EAST OF A CONCRETE HIGHWAY PROPERTY-LINE MARKER, 1 FOOT SOUTH OF A
 DN0685'FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 DN0685'HIGHWAY.  A STANDARD DISK, STAMPED N 949 1946 AND SET IN THE TOP OF A
 DN0685'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 DN0685
 DN0685                          STATION RECOVERY (1979)
 DN0685
 DN0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DN0685'MARK RECOVERED IN POOR CONDITION.
 DN0685
 DN0685                          STATION RECOVERY (1995)
 DN0685
 DN0685'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0685'MARK NOT FOUND.
 DN0685
 DN0685                          STATION RECOVERY (1998)
 DN0685
 DN0685'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0685'RECOVERED IN GOOD CONDITION.
 DN0685
 DN0685                          STATION RECOVERY (2005)
 DN0685
 DN0685'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0382 ***********************************************************************
 CR0382  DESIGNATION -  N 95
 CR0382  PID         -  CR0382
 CR0382  STATE/COUNTY-  TX/CHEROKEE
 CR0382  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0382
 CR0382                         *CURRENT SURVEY CONTROL
 CR0382  ___________________________________________________________________
 CR0382* NAD 83(1986)-  32 06 20.     (N)    095 17 39.     (W)     SCALED    
 CR0382* NAVD 88     -       169.675  (meters)     556.68   (feet)  ADJUSTED  
 CR0382  ___________________________________________________________________
 CR0382  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0382  DYNAMIC HT  -         169.472 (meters)     556.01  (feet)  COMP
 CR0382  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 CR0382
 CR0382  VERT ORDER  -  FIRST     CLASS II
 CR0382
 CR0382.The horizontal coordinates were scaled from a topographic map and have
 CR0382.an estimated accuracy of +/- 6 seconds.
 CR0382
 CR0382.The orthometric height was determined by differential leveling
 CR0382.and adjusted by the National Geodetic Survey in June 1991..
 CR0382
 CR0382.The geoid height was determined by GEOID03.
 CR0382
 CR0382.The dynamic height is computed by dividing the NAVD 88
 CR0382.geopotential number by the normal gravity value computed on the
 CR0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0382.degrees latitude (g = 980.6199 gals.).
 CR0382
 CR0382.The modeled gravity was interpolated from observed gravity values.
 CR0382
 CR0382;                    North         East    Units  Estimated Accuracy
 CR0382;SPC TX C     - 3,281,150.    1,175,490.      MT  (+/- 180 meters Scaled)
 CR0382
 CR0382                          SUPERSEDED SURVEY CONTROL
 CR0382
 CR0382  NGVD 29 (??/??/92)  169.693  (m)          556.73   (f) ADJ UNCH    1 2
 CR0382
 CR0382.Superseded values are not recommended for survey control.
 CR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0382.See file dsdata.txt to determine how the superseded data were derived.
 CR0382
 CR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR835544(NAD 83)
 CR0382_MARKER: DB = BENCH MARK DISK
 CR0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0382_STAMPING: 566.518 N 95 1933
 CR0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0382+STABILITY: SURFACE MOTION
 CR0382
 CR0382  HISTORY     - Date     Condition        Report By
 CR0382  HISTORY     - 1933     MONUMENTED       CGS
 CR0382  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0382  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0382
 CR0382                          STATION DESCRIPTION
 CR0382
 CR0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0382'10.8 MI N FROM JACKSONVILLE.
 CR0382'10.8 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0382'JACKSONVILE, CHEROKEE COUNTY, 600 FEET SOUTH OF POLE 566.0 AND 35 FEET
 CR0382'WEST OF THE TRACK.  A STANDARD DISK, STAMPED 566.518 N 95 1933 AND SET
 CR0382'IN THE TOP OF A CONCRETE POST.
 CR0382
 CR0382                          STATION RECOVERY (2004)
 CR0382
 CR0382'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0951 ***********************************************************************
 CS0951  DESIGNATION -  N 950
 CS0951  PID         -  CS0951
 CS0951  STATE/COUNTY-  TX/NAVARRO
 CS0951  USGS QUAD   -  CORBET (1978)
 CS0951
 CS0951                         *CURRENT SURVEY CONTROL
 CS0951  ___________________________________________________________________
 CS0951* NAD 83(1986)-  32 00 27.     (N)    096 35 52.     (W)     SCALED    
 CS0951* NAVD 88     -       135.127  (meters)     443.33   (feet)  ADJUSTED  
 CS0951  ___________________________________________________________________
 CS0951  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS0951  DYNAMIC HT  -         134.970 (meters)     442.81  (feet)  COMP
 CS0951  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 CS0951
 CS0951  VERT ORDER  -  SECOND    CLASS 0
 CS0951
 CS0951.The horizontal coordinates were scaled from a topographic map and have
 CS0951.an estimated accuracy of +/- 6 seconds.
 CS0951
 CS0951.The orthometric height was determined by differential leveling
 CS0951.and adjusted by the National Geodetic Survey in June 1991..
 CS0951
 CS0951.The geoid height was determined by GEOID03.
 CS0951
 CS0951.The dynamic height is computed by dividing the NAVD 88
 CS0951.geopotential number by the normal gravity value computed on the
 CS0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0951.degrees latitude (g = 980.6199 gals.).
 CS0951
 CS0951.The modeled gravity was interpolated from observed gravity values.
 CS0951
 CS0951;                    North         East    Units  Estimated Accuracy
 CS0951;SPC TXNC     - 2,039,420.      779,730.      MT  (+/- 180 meters Scaled)
 CS0951
 CS0951                          SUPERSEDED SURVEY CONTROL
 CS0951
 CS0951  NGVD 29 (??/??/92)  135.114  (m)          443.29   (f) ADJ UNCH    2 0
 CS0951
 CS0951.Superseded values are not recommended for survey control.
 CS0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0951.See file dsdata.txt to determine how the superseded data were derived.
 CS0951
 CS0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA269437(NAD 83)
 CS0951_MARKER: DB = BENCH MARK DISK
 CS0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0951_STAMPING: N 950 1946
 CS0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0951+STABILITY: SURFACE MOTION
 CS0951
 CS0951  HISTORY     - Date     Condition        Report By
 CS0951  HISTORY     - 1946     MONUMENTED       CGS
 CS0951
 CS0951                          STATION DESCRIPTION
 CS0951
 CS0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0951'5.3 MI NW FROM CORBET.
 CS0951'TO REACH FROM THE MODEL COTTON GIN AT CORBET GO SOUTHWEST 0.5 MILE
 CS0951'ALONG A PAVED ROAD, THENCE WESTERLY 1.8 MILES ALONG A GRADED DIRT
 CS0951'ROAD, THENCE NORTH 1.7 MILES ALONG A GRADED DIRT ROAD, THENCE WEST 0.7
 CS0951'MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 0.6 MILE ALONG A GRADED
 CS0951'DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 75 YARDS NORTHWEST OF A
 CS0951'FARMHOUSE AT THE INTERSECTION OF TWO DIRT ROADS, 20.0 FEET WEST OF AND
 CS0951'ABOUT 1.5 FEET HIGHER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 CS0951'148.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 3.0 FEET
 CS0951'NORTH OF A REA POWER POLE AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER
 CS0951'POST.  A BRONZE DISK STAMPED N 950 1946 SET IN THE TOP OF A CONCRETE
 CS0951'POST WHICH PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0641 ***********************************************************************
 BZ0641  DESIGNATION -  N 951
 BZ0641  PID         -  BZ0641
 BZ0641  STATE/COUNTY-  TX/NAVARRO
 BZ0641  USGS QUAD   -  DAWSON (1978)
 BZ0641
 BZ0641                         *CURRENT SURVEY CONTROL
 BZ0641  ___________________________________________________________________
 BZ0641* NAD 83(1986)-  31 57 44.     (N)    096 43 39.     (W)     SCALED    
 BZ0641* NAVD 88     -       127.265  (meters)     417.54   (feet)  ADJUSTED  
 BZ0641  ___________________________________________________________________
 BZ0641  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BZ0641  DYNAMIC HT  -         127.115 (meters)     417.04  (feet)  COMP
 BZ0641  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 BZ0641
 BZ0641  VERT ORDER  -  SECOND    CLASS 0
 BZ0641
 BZ0641.The horizontal coordinates were scaled from a topographic map and have
 BZ0641.an estimated accuracy of +/- 6 seconds.
 BZ0641
 BZ0641.The orthometric height was determined by differential leveling
 BZ0641.and adjusted by the National Geodetic Survey in June 1991..
 BZ0641
 BZ0641.The geoid height was determined by GEOID03.
 BZ0641
 BZ0641.The dynamic height is computed by dividing the NAVD 88
 BZ0641.geopotential number by the normal gravity value computed on the
 BZ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0641.degrees latitude (g = 980.6199 gals.).
 BZ0641
 BZ0641.The modeled gravity was interpolated from observed gravity values.
 BZ0641
 BZ0641;                    North         East    Units  Estimated Accuracy
 BZ0641;SPC TXNC     - 2,034,190.      767,560.      MT  (+/- 180 meters Scaled)
 BZ0641
 BZ0641                          SUPERSEDED SURVEY CONTROL
 BZ0641
 BZ0641  NGVD 29 (??/??/92)  127.238  (m)          417.45   (f) ADJ UNCH    2 0
 BZ0641
 BZ0641.Superseded values are not recommended for survey control.
 BZ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0641.See file dsdata.txt to determine how the superseded data were derived.
 BZ0641
 BZ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA147385(NAD 83)
 BZ0641_MARKER: DB = BENCH MARK DISK
 BZ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0641_STAMPING: N 951 1946
 BZ0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0641+STABILITY: SURFACE MOTION
 BZ0641
 BZ0641  HISTORY     - Date     Condition        Report By
 BZ0641  HISTORY     - 1946     MONUMENTED       CGS
 BZ0641  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0641
 BZ0641                          STATION DESCRIPTION
 BZ0641
 BZ0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0641'5.6 MI N FROM DAWSON.
 BZ0641'TO REACH FROM THE HIGH SCHOOL BUILDING AT DAWSON GO EAST 0.2 MILE
 BZ0641'ALONG A GRAVELED STREET, THENCE NORTH 1.7 MILES ALONG A GRADED DIRT
 BZ0641'ROAD, THENCE EAST 1.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTH 2.1
 BZ0641'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT
 BZ0641'100 YARDS SOUTHWEST OF AND ACROSS ROAD FROM A FARMHOUSE, 26.0 FEET
 BZ0641'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 62.5 FEET
 BZ0641'NORTHWEST OF THE NORTHWEST CORNER OF A WELL CURB, 7.5 FEET NORTH OF
 BZ0641'THE NORTH END OF A WIRE GATE, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT
 BZ0641'SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED N 951 1946
 BZ0641'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BZ0641'GROUND.
 BZ0641
 BZ0641                          STATION RECOVERY (2002)
 BZ0641
 BZ0641'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 BZ0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0872 ***********************************************************************
 CS0872  DESIGNATION -  N 952
 CS0872  PID         -  CS0872
 CS0872  STATE/COUNTY-  TX/NAVARRO
 CS0872  USGS QUAD   -  EMHOUSE (1978)
 CS0872
 CS0872                         *CURRENT SURVEY CONTROL
 CS0872  ___________________________________________________________________
 CS0872* NAD 83(1986)-  32 10 51.     (N)    096 37 24.     (W)     SCALED    
 CS0872* NAVD 88     -       147.758  (meters)     484.77   (feet)  ADJUSTED  
 CS0872  ___________________________________________________________________
 CS0872  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS0872  DYNAMIC HT  -         147.586 (meters)     484.21  (feet)  COMP
 CS0872  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 CS0872
 CS0872  VERT ORDER  -  SECOND    CLASS 0
 CS0872
 CS0872.The horizontal coordinates were scaled from a topographic map and have
 CS0872.an estimated accuracy of +/- 6 seconds.
 CS0872
 CS0872.The orthometric height was determined by differential leveling
 CS0872.and adjusted by the National Geodetic Survey in June 1991..
 CS0872
 CS0872.The geoid height was determined by GEOID03.
 CS0872
 CS0872.The dynamic height is computed by dividing the NAVD 88
 CS0872.geopotential number by the normal gravity value computed on the
 CS0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0872.degrees latitude (g = 980.6199 gals.).
 CS0872
 CS0872.The modeled gravity was interpolated from observed gravity values.
 CS0872
 CS0872;                    North         East    Units  Estimated Accuracy
 CS0872;SPC TXNC     - 2,058,600.      776,970.      MT  (+/- 180 meters Scaled)
 CS0872
 CS0872                          SUPERSEDED SURVEY CONTROL
 CS0872
 CS0872  NGVD 29 (??/??/92)  147.750  (m)          484.74   (f) ADJ UNCH    2 0
 CS0872
 CS0872.Superseded values are not recommended for survey control.
 CS0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0872.See file dsdata.txt to determine how the superseded data were derived.
 CS0872
 CS0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA240629(NAD 83)
 CS0872_MARKER: DB = BENCH MARK DISK
 CS0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0872_STAMPING: N 952 1946
 CS0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0872+STABILITY: SURFACE MOTION
 CS0872
 CS0872  HISTORY     - Date     Condition        Report By
 CS0872  HISTORY     - 1946     MONUMENTED       CGS
 CS0872
 CS0872                          STATION DESCRIPTION
 CS0872
 CS0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0872'5.2 MI NW FROM EMHOUSE.
 CS0872'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0872'EMHOUSE GO NORTHWEST 3.0 MILES ALONG A PAVED ROAD, THENCE
 CS0872'SOUTHWESTERLY 2.2 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 CS0872'BENCH MARK IS 0.1 MILE EAST OF A FARMHOUSE, 31.0 FEET SOUTHEAST OF AND
 CS0872'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 18.5 FEET SOUTH OF A
 CS0872'FENCE CORNER, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT NORTH OF A 4 IN. X
 CS0872'4 IN. MARKER POST.  A BRONZE DISK STAMPED N 952 1946 SET IN THE TOP OF
 CS0872'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0894 ***********************************************************************
 CS0894  DESIGNATION -  N 953
 CS0894  PID         -  CS0894
 CS0894  STATE/COUNTY-  TX/ELLIS
 CS0894  USGS QUAD   -  AVALON (1976)
 CS0894
 CS0894                         *CURRENT SURVEY CONTROL
 CS0894  ___________________________________________________________________
 CS0894* NAD 83(1986)-  32 11 13.     (N)    096 49 22.     (W)     SCALED    
 CS0894* NAVD 88     -       136.047  (meters)     446.35   (feet)  ADJUSTED  
 CS0894  ___________________________________________________________________
 CS0894  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CS0894  DYNAMIC HT  -         135.885 (meters)     445.82  (feet)  COMP
 CS0894  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 CS0894
 CS0894  VERT ORDER  -  SECOND    CLASS 0
 CS0894
 CS0894.The horizontal coordinates were scaled from a topographic map and have
 CS0894.an estimated accuracy of +/- 6 seconds.
 CS0894
 CS0894.The orthometric height was determined by differential leveling
 CS0894.and adjusted by the National Geodetic Survey in June 1991..
 CS0894
 CS0894.The geoid height was determined by GEOID03.
 CS0894
 CS0894.The dynamic height is computed by dividing the NAVD 88
 CS0894.geopotential number by the normal gravity value computed on the
 CS0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0894.degrees latitude (g = 980.6199 gals.).
 CS0894
 CS0894.The modeled gravity was interpolated from observed gravity values.
 CS0894
 CS0894;                    North         East    Units  Estimated Accuracy
 CS0894;SPC TXNC     - 2,058,960.      758,160.      MT  (+/- 180 meters Scaled)
 CS0894
 CS0894                          SUPERSEDED SURVEY CONTROL
 CS0894
 CS0894  NGVD 29 (??/??/92)  136.035  (m)          446.31   (f) ADJ UNCH    2 0
 CS0894
 CS0894.Superseded values are not recommended for survey control.
 CS0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0894.See file dsdata.txt to determine how the superseded data were derived.
 CS0894
 CS0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA052632(NAD 83)
 CS0894_MARKER: DB = BENCH MARK DISK
 CS0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0894_SP_SET: ABUTMENT
 CS0894_STAMPING: N 953 1946
 CS0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0894
 CS0894  HISTORY     - Date     Condition        Report By
 CS0894  HISTORY     - 1946     MONUMENTED       CGS
 CS0894
 CS0894                          STATION DESCRIPTION
 CS0894
 CS0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0894'2.3 MI W FROM AVALON.
 CS0894'TO REACH FROM THE POST OFFICE AT AVALON GO WESTERLY 2.3 MILES ALONG
 CS0894'STATE HIGHWAY NO. 34 TO SITE OF MARK, BENCH MARK IS 14.0 FEET NORTH OF
 CS0894'AND ABOUT 0.5 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, ON TOP OF
 CS0894'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A CONCRETE BRIDGE. A
 CS0894'BRONZE DISK STAMPED N 953 1946 SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0824 ***********************************************************************
 CS0824  DESIGNATION -  N 954
 CS0824  PID         -  CS0824
 CS0824  STATE/COUNTY-  TX/NAVARRO
 CS0824  USGS QUAD   -  EMHOUSE (1978)
 CS0824
 CS0824                         *CURRENT SURVEY CONTROL
 CS0824  ___________________________________________________________________
 CS0824* NAD 83(1986)-  32 12 57.     (N)    096 36 35.     (W)     SCALED    
 CS0824* NAVD 88     -       116.423  (meters)     381.96   (feet)  ADJUSTED  
 CS0824  ___________________________________________________________________
 CS0824  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS0824  DYNAMIC HT  -         116.288 (meters)     381.52  (feet)  COMP
 CS0824  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 CS0824
 CS0824  VERT ORDER  -  SECOND    CLASS 0
 CS0824
 CS0824.The horizontal coordinates were scaled from a topographic map and have
 CS0824.an estimated accuracy of +/- 6 seconds.
 CS0824
 CS0824.The orthometric height was determined by differential leveling
 CS0824.and adjusted by the National Geodetic Survey in June 1991..
 CS0824
 CS0824.The geoid height was determined by GEOID03.
 CS0824
 CS0824.The dynamic height is computed by dividing the NAVD 88
 CS0824.geopotential number by the normal gravity value computed on the
 CS0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0824.degrees latitude (g = 980.6199 gals.).
 CS0824
 CS0824.The modeled gravity was interpolated from observed gravity values.
 CS0824
 CS0824;                    North         East    Units  Estimated Accuracy
 CS0824;SPC TXNC     - 2,062,500.      778,190.      MT  (+/- 180 meters Scaled)
 CS0824
 CS0824                          SUPERSEDED SURVEY CONTROL
 CS0824
 CS0824  NGVD 29 (??/??/92)  116.421  (m)          381.96   (f) ADJ UNCH    2 0
 CS0824
 CS0824.Superseded values are not recommended for survey control.
 CS0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0824.See file dsdata.txt to determine how the superseded data were derived.
 CS0824
 CS0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA252668(NAD 83)
 CS0824_MARKER: DB = BENCH MARK DISK
 CS0824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0824_SP_SET: PIER
 CS0824_STAMPING: N 954 1946
 CS0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0824
 CS0824  HISTORY     - Date     Condition        Report By
 CS0824  HISTORY     - 1946     MONUMENTED       CGS
 CS0824  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0824
 CS0824                          STATION DESCRIPTION
 CS0824
 CS0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0824'4.1 MI NW FROM EMHOUSE.
 CS0824'ABOUT 4.1 MILES NORTHWEST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0824'FROM THE STATION AT EMHOUSE, 10.0 FEET SOUTHWEST OF AND ABOUT 4.0 FEET
 CS0824'LOWER THAN THE CENTER LINE OF THE TRACK, ON TOP OF THE SOUTHWEST
 CS0824'CORNER OF THE SOUTHEAST CONCRETE PIER FOR STEEL BRIDGE OVER CHAMBERS
 CS0824'CREEK.  A BRONZE DISK STAMPED N 954 1946 SET IN A DRILL HOLE IN
 CS0824'CONCRETE.
 CS0824
 CS0824                          STATION RECOVERY (1961)
 CS0824
 CS0824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0790 ***********************************************************************
 CS0790  DESIGNATION -  N 956
 CS0790  PID         -  CS0790
 CS0790  STATE/COUNTY-  TX/ELLIS
 CS0790  USGS QUAD   -  ENNIS WEST (1978)
 CS0790
 CS0790                         *CURRENT SURVEY CONTROL
 CS0790  ___________________________________________________________________
 CS0790* NAD 83(1986)-  32 22 02.     (N)    096 38 36.     (W)     SCALED    
 CS0790* NAVD 88     -       153.151  (meters)     502.46   (feet)  ADJUSTED  
 CS0790  ___________________________________________________________________
 CS0790  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CS0790  DYNAMIC HT  -         152.974 (meters)     501.88  (feet)  COMP
 CS0790  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 CS0790
 CS0790  VERT ORDER  -  SECOND    CLASS 0
 CS0790
 CS0790.The horizontal coordinates were scaled from a topographic map and have
 CS0790.an estimated accuracy of +/- 6 seconds.
 CS0790
 CS0790.The orthometric height was determined by differential leveling
 CS0790.and adjusted by the National Geodetic Survey in June 1991..
 CS0790
 CS0790.The geoid height was determined by GEOID03.
 CS0790
 CS0790.The dynamic height is computed by dividing the NAVD 88
 CS0790.geopotential number by the normal gravity value computed on the
 CS0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0790.degrees latitude (g = 980.6199 gals.).
 CS0790
 CS0790.The modeled gravity was interpolated from observed gravity values.
 CS0790
 CS0790;                    North         East    Units  Estimated Accuracy
 CS0790;SPC TXNC     - 2,079,230.      774,720.      MT  (+/- 180 meters Scaled)
 CS0790
 CS0790                          SUPERSEDED SURVEY CONTROL
 CS0790
 CS0790  NGVD 29 (??/??/92)  153.150  (m)          502.46   (f) ADJ UNCH    2 0
 CS0790
 CS0790.Superseded values are not recommended for survey control.
 CS0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0790.See file dsdata.txt to determine how the superseded data were derived.
 CS0790
 CS0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA217835(NAD 83)
 CS0790_MARKER: DB = BENCH MARK DISK
 CS0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0790_SP_SET: CULVERT
 CS0790_STAMPING: N 956 1946
 CS0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0790
 CS0790  HISTORY     - Date     Condition        Report By
 CS0790  HISTORY     - 1946     MONUMENTED       CGS
 CS0790
 CS0790                          STATION DESCRIPTION
 CS0790
 CS0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0790'3.0 MI N FROM ENNIS.
 CS0790'3.0 MILES NORTH ALONG U. S. HIGHWAY NO. 75 FROM THE TEXAS AND NEW
 CS0790'ORLEANS RAILROAD STATION AT ENNIS, TEXAS.  18.6 FEET WEST OF AND ABOUT
 CS0790'0.5 FOOT BELOW THE CENTER LINE OF U. S. HIGHWAY NO. 75.  A BRONZE DISK
 CS0790'SET HORIZONTALLY IN THE MIDDLE OF THE SOUTH HEADWALL OF A QUADRUPLE
 CS0790'4X4 FOOT CONCRETE CULVERT.  STAMPED N 956 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1514 ***********************************************************************
 CS1514  DESIGNATION -  N 957 RESET 1957
 CS1514  PID         -  CS1514
 CS1514  STATE/COUNTY-  TX/ELLIS
 CS1514  USGS QUAD   -  LANCASTER (1981)
 CS1514
 CS1514                         *CURRENT SURVEY CONTROL
 CS1514  ___________________________________________________________________
 CS1514* NAD 83(1986)-  32 30 10.     (N)    096 47 17.     (W)     SCALED    
 CS1514* NAVD 88     -       178.92   (+/-2cm)     587.0    (feet)  VERTCON   
 CS1514  ___________________________________________________________________
 CS1514  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CS1514
 CS1514  VERT ORDER  -  THIRD (See Below)
 CS1514
 CS1514.The horizontal coordinates were scaled from a topographic map and have
 CS1514.an estimated accuracy of +/- 6 seconds.
 CS1514
 CS1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1514.The vertical order pertains to the NGVD 29 superseded value.
 CS1514
 CS1514.The geoid height was determined by GEOID03.
 CS1514
 CS1514;                    North         East    Units  Estimated Accuracy
 CS1514;SPC TXNC     - 2,094,030.      760,860.      MT  (+/- 180 meters Scaled)
 CS1514
 CS1514                          SUPERSEDED SURVEY CONTROL
 CS1514
 CS1514  NGVD 29 (01/29/03)  178.92   (m)          587.0    (f) RESET       3  
 CS1514
 CS1514.Superseded values are not recommended for survey control.
 CS1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1514.See file dsdata.txt to determine how the superseded data were derived.
 CS1514
 CS1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA078983(NAD 83)
 CS1514_MARKER: DB = BENCH MARK DISK
 CS1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1514_STAMPING: N 957 RESET 1957
 CS1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1514+STABILITY: SURFACE MOTION
 CS1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1514+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 CS1514
 CS1514  HISTORY     - Date     Condition        Report By
 CS1514  HISTORY     - 1957     MONUMENTED       CGS
 CS1514  HISTORY     - 20040228 GOOD             USPSQD
 CS1514
 CS1514                          STATION DESCRIPTION
 CS1514
 CS1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CS1514'1.9 MI SE FROM RED OAK.
 CS1514'REACHED FROM THE OLD TEXAS ELECTRIC RAILWAY STATION IN RED OAK BY
 CS1514'GOING SOUTH 0.3 MILE TO STATE HIGHWAY 342.  CROSS THE HIGHWAY AND
 CS1514'CONTINUE SOUTH AND EAST ON F.M. HIGHWAY NO. 2377, 1.6 MILES TO THE
 CS1514'MARK ON THE LEFT.  A STANDARD DISK STAMPED N 957 RESET 1957 IN A
 CS1514'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES, 50 FEET NORTH OF THE
 CS1514'CENTERLINE OF THE HIGHWAY, IN THE NORTH RIGHT-OF-WAY FENCE LINE, 15
 CS1514'FEET WEST OF A FENCE CORNER AND ABOUT 30 FEET WEST OF THE CENTERLINE
 CS1514'OF A PRIVATE ROAD LEADING NORTH TO A WHITE HOUSE.
 CS1514
 CS1514                          STATION RECOVERY (2004)
 CS1514
 CS1514'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CS1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0808 ***********************************************************************
 CS0808  DESIGNATION -  N 958
 CS0808  PID         -  CS0808
 CS0808  STATE/COUNTY-  TX/ELLIS
 CS0808  USGS QUAD   -  BRISTOL (1962)
 CS0808
 CS0808                         *CURRENT SURVEY CONTROL
 CS0808  ___________________________________________________________________
 CS0808* NAD 83(1986)-  32 28 45.     (N)    096 32 54.     (W)     SCALED    
 CS0808* NAVD 88     -       143.310  (meters)     470.18   (feet)  ADJUSTED  
 CS0808  ___________________________________________________________________
 CS0808  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CS0808  DYNAMIC HT  -         143.148 (meters)     469.64  (feet)  COMP
 CS0808  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 CS0808
 CS0808  VERT ORDER  -  SECOND    CLASS 0
 CS0808
 CS0808.The horizontal coordinates were scaled from a topographic map and have
 CS0808.an estimated accuracy of +/- 6 seconds.
 CS0808
 CS0808.The orthometric height was determined by differential leveling
 CS0808.and adjusted by the National Geodetic Survey in June 1991..
 CS0808
 CS0808.The geoid height was determined by GEOID03.
 CS0808
 CS0808.The dynamic height is computed by dividing the NAVD 88
 CS0808.geopotential number by the normal gravity value computed on the
 CS0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0808.degrees latitude (g = 980.6199 gals.).
 CS0808
 CS0808.The modeled gravity was interpolated from observed gravity values.
 CS0808
 CS0808;                    North         East    Units  Estimated Accuracy
 CS0808;SPC TXNC     - 2,091,800.      783,430.      MT  (+/- 180 meters Scaled)
 CS0808
 CS0808                          SUPERSEDED SURVEY CONTROL
 CS0808
 CS0808  NGVD 29 (??/??/92)  143.321  (m)          470.21   (f) ADJ UNCH    2 0
 CS0808
 CS0808.Superseded values are not recommended for survey control.
 CS0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0808.See file dsdata.txt to determine how the superseded data were derived.
 CS0808
 CS0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA303961(NAD 83)
 CS0808_MARKER: DB = BENCH MARK DISK
 CS0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0808_STAMPING: N 958 1946
 CS0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0808+STABILITY: SURFACE MOTION
 CS0808
 CS0808  HISTORY     - Date     Condition        Report By
 CS0808  HISTORY     - 1946     MONUMENTED       CGS
 CS0808  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0808
 CS0808                          STATION DESCRIPTION
 CS0808
 CS0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0808'2.0 MI NE FROM BRISTOL.
 CS0808'TO REACH THE MARK FROM THE BRISTOL SCHOOL BUILDING, GO NORTHWEST 0.2
 CS0808'MILES, THENCE NORTHEAST 1.6 MILES, THENCE EAST 0.2 MILES ALONG GRAVEL
 CS0808'SURFACED AND UNIMPROVED ROADS TO THE SITE OF THE MARK.  BENCH MARK IS
 CS0808'145 FEET SOUTHEAST OF A 4 X 4 FEET WOOD CULVERT, 31 FEET SOUTH OF AND
 CS0808'1.5 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 11 FEET EAST OF AN 18
 CS0808'INCH OAK TREE, 1 FOOT EAST OF A 4 X 4 MARKER POST.  A BRONZE DISC SET
 CS0808'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 CS0808'GROUND.
 CS0808
 CS0808                          STATION RECOVERY (2002)
 CS0808
 CS0808'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0225 ***********************************************************************
 CS0225  DESIGNATION -  N 959
 CS0225  PID         -  CS0225
 CS0225  STATE/COUNTY-  TX/KAUFMAN
 CS0225  USGS QUAD   -  SCURRY (1973)
 CS0225
 CS0225                         *CURRENT SURVEY CONTROL
 CS0225  ___________________________________________________________________
 CS0225* NAD 83(1986)-  32 35 26.     (N)    096 25 40.     (W)     SCALED    
 CS0225* NAVD 88     -       123.484  (meters)     405.13   (feet)  ADJUSTED  
 CS0225  ___________________________________________________________________
 CS0225  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0225  DYNAMIC HT  -         123.347 (meters)     404.68  (feet)  COMP
 CS0225  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 CS0225
 CS0225  VERT ORDER  -  SECOND    CLASS 0
 CS0225
 CS0225.The horizontal coordinates were scaled from a topographic map and have
 CS0225.an estimated accuracy of +/- 6 seconds.
 CS0225
 CS0225.The orthometric height was determined by differential leveling
 CS0225.and adjusted by the National Geodetic Survey in June 1991..
 CS0225
 CS0225.The geoid height was determined by GEOID03.
 CS0225
 CS0225.The dynamic height is computed by dividing the NAVD 88
 CS0225.geopotential number by the normal gravity value computed on the
 CS0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0225.degrees latitude (g = 980.6199 gals.).
 CS0225
 CS0225.The modeled gravity was interpolated from observed gravity values.
 CS0225
 CS0225;                    North         East    Units  Estimated Accuracy
 CS0225;SPC TXNC     - 2,104,370.      794,510.      MT  (+/- 180 meters Scaled)
 CS0225
 CS0225                          SUPERSEDED SURVEY CONTROL
 CS0225
 CS0225  NGVD 29 (??/??/92)  123.498  (m)          405.18   (f) ADJ UNCH    2 0
 CS0225
 CS0225.Superseded values are not recommended for survey control.
 CS0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0225.See file dsdata.txt to determine how the superseded data were derived.
 CS0225
 CS0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB414088(NAD 83)
 CS0225_MARKER: DB = BENCH MARK DISK
 CS0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0225_STAMPING: N 959 1946
 CS0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0225+STABILITY: SURFACE MOTION
 CS0225
 CS0225  HISTORY     - Date     Condition        Report By
 CS0225  HISTORY     - 1946     MONUMENTED       CGS
 CS0225  HISTORY     - 1962     POOR             USGS
 CS0225
 CS0225                          STATION DESCRIPTION
 CS0225
 CS0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0225'3.2 MI SE FROM CRANDALL.
 CS0225'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0225'CRANDALL, GO 1 BLOCK EAST, THENCE SOUTHEAST 3.1 MILES, THENCE
 CS0225'SOUTHWEST 0.1 MILE, ALONG A GRAVEL ROAD TO THE SITE OF THE MARK.  THE
 CS0225'BENCH MARK IS 0.1 MILE SOUTHWEST OF A ROAD JUNCTION, 0.1 MILE SOUTH OF
 CS0225'THE SOUTH SHORE OF AN ARTIFICIAL LAKE, 24 FEET NORTH OF AND LEVEL WITH
 CS0225'THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A
 CS0225'WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS0225'POST.
 CS0225
 CS0225                          STATION RECOVERY (1962)
 CS0225
 CS0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0225'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0815 ***********************************************************************
 CR0815  DESIGNATION -  N 96
 CR0815  PID         -  CR0815
 CR0815  STATE/COUNTY-  TX/WOOD
 CR0815  USGS QUAD   -  GOLDEN (1981)
 CR0815
 CR0815                         *CURRENT SURVEY CONTROL
 CR0815  ___________________________________________________________________
 CR0815* NAD 83(1986)-  32 44 36.     (N)    095 34 49.     (W)     SCALED    
 CR0815* NAVD 88     -       136.019  (meters)     446.26   (feet)  ADJUSTED  
 CR0815  ___________________________________________________________________
 CR0815  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CR0815  DYNAMIC HT  -         135.866 (meters)     445.75  (feet)  COMP
 CR0815  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 CR0815
 CR0815  VERT ORDER  -  FIRST     CLASS II
 CR0815
 CR0815.The horizontal coordinates were scaled from a topographic map and have
 CR0815.an estimated accuracy of +/- 6 seconds.
 CR0815
 CR0815.The orthometric height was determined by differential leveling
 CR0815.and adjusted by the National Geodetic Survey in June 1991..
 CR0815
 CR0815.The geoid height was determined by GEOID03.
 CR0815
 CR0815.The dynamic height is computed by dividing the NAVD 88
 CR0815.geopotential number by the normal gravity value computed on the
 CR0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0815.degrees latitude (g = 980.6199 gals.).
 CR0815
 CR0815.The modeled gravity was interpolated from observed gravity values.
 CR0815
 CR0815;                    North         East    Units  Estimated Accuracy
 CR0815;SPC TXNC     - 2,123,190.      873,580.      MT  (+/- 180 meters Scaled)
 CR0815
 CR0815                          SUPERSEDED SURVEY CONTROL
 CR0815
 CR0815  NGVD 29 (??/??/92)  136.041  (m)          446.33   (f) ADJ UNCH    1 2
 CR0815
 CR0815.Superseded values are not recommended for survey control.
 CR0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0815.See file dsdata.txt to determine how the superseded data were derived.
 CR0815
 CR0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS582257(NAD 83)
 CR0815_MARKER: DB = BENCH MARK DISK
 CR0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0815_STAMPING: N 96 1933
 CR0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0815+STABILITY: SURFACE MOTION
 CR0815
 CR0815  HISTORY     - Date     Condition        Report By
 CR0815  HISTORY     - 1933     MONUMENTED       CGS
 CR0815  HISTORY     - 1959     GOOD             NGS
 CR0815  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0815
 CR0815                          STATION DESCRIPTION
 CR0815
 CR0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0815'1.7 MI NW FROM GOLDEN.
 CR0815'ABOUT 1.2 MILES WEST ALONG FARM ROAD 779 FROM THE JUNCTION WITH FARM
 CR0815'ROAD 1799 AT GOLDEN, THENCE ABOUT 0.5 MILE NORTH ALONG A NARROW PAVED
 CR0815'ROAD, AT THE JUNCTION OF A PAVED ROAD LEADING WEST, 35 FEET WEST OF
 CR0815'THE CENTER LINE OF A PAVED ROAD, 36 FEET NORTH OF THE CENTER LINE OF A
 CR0815'PAVED ROAD, 61 FEET EAST-SOUTHEAST OF A BRACED POWER POLE, 48 FEET
 CR0815'SOUTHWEST OF THE CENTER LINE OF AN ABANDONED RAILROAD GRADE, 9 1/2
 CR0815'FEET NORTH OF A FENCE CORNER, 3 INCHES EAST OF A FENCE, 1.0 FOOT
 CR0815'NORTHWEST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 CR0815'FLUSH WITH THE GROUND.
 CR0815
 CR0815                          STATION RECOVERY (1995)
 CR0815
 CR0815'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0240 ***********************************************************************
 CS0240  DESIGNATION -  N 960
 CS0240  PID         -  CS0240
 CS0240  STATE/COUNTY-  TX/KAUFMAN
 CS0240  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0240
 CS0240                         *CURRENT SURVEY CONTROL
 CS0240  ___________________________________________________________________
 CS0240* NAD 83(1986)-  32 38 15.     (N)    096 22 15.     (W)     SCALED    
 CS0240* NAVD 88     -       126.437  (meters)     414.82   (feet)  ADJUSTED  
 CS0240  ___________________________________________________________________
 CS0240  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0240  DYNAMIC HT  -         126.297 (meters)     414.36  (feet)  COMP
 CS0240  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CS0240
 CS0240  VERT ORDER  -  SECOND    CLASS 0
 CS0240
 CS0240.The horizontal coordinates were scaled from a topographic map and have
 CS0240.an estimated accuracy of +/- 6 seconds.
 CS0240
 CS0240.The orthometric height was determined by differential leveling
 CS0240.and adjusted by the National Geodetic Survey in June 1991..
 CS0240
 CS0240.The geoid height was determined by GEOID03.
 CS0240
 CS0240.The dynamic height is computed by dividing the NAVD 88
 CS0240.geopotential number by the normal gravity value computed on the
 CS0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0240.degrees latitude (g = 980.6199 gals.).
 CS0240
 CS0240.The modeled gravity was interpolated from observed gravity values.
 CS0240
 CS0240;                    North         East    Units  Estimated Accuracy
 CS0240;SPC TXNC     - 2,109,680.      799,750.      MT  (+/- 180 meters Scaled)
 CS0240
 CS0240                          SUPERSEDED SURVEY CONTROL
 CS0240
 CS0240  NGVD 29 (??/??/92)  126.444  (m)          414.84   (f) ADJ UNCH    2 0
 CS0240
 CS0240.Superseded values are not recommended for survey control.
 CS0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0240.See file dsdata.txt to determine how the superseded data were derived.
 CS0240
 CS0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB466141(NAD 83)
 CS0240_MARKER: DB = BENCH MARK DISK
 CS0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0240_STAMPING: N 960 1946
 CS0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0240+STABILITY: SURFACE MOTION
 CS0240
 CS0240  HISTORY     - Date     Condition        Report By
 CS0240  HISTORY     - 1946     MONUMENTED       CGS
 CS0240
 CS0240                          STATION DESCRIPTION
 CS0240
 CS0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0240'6.3 MI NW FROM KAUFMAN.
 CS0240'TO REACH THE MARK FROM THE KAUFMAN COUNTY COURTHOUSE AT KAUFMAN, GO
 CS0240'WEST 1 BLOCK, THENCE NORTHERLY 2.3 MILES ALONG THE KAUFMAN-FORNEY
 CS0240'ROAD, THENCE NORTHWEST 1.5 MILES, THENCE SOUTHWEST 0.7 MILES, THENCE
 CS0240'NORTHWEST 1.2 MILES, THENCE SOUTHWEST 0.6 MILES ALONG AN UNIMPROVED
 CS0240'ROAD TO THE SITE OF THE MARK.  BENCH MARK IS AT A ROAD JUNCTION, 39
 CS0240'FEET NORTHEAST OF AND 4 FEET HIGHER THAN THE CENTER LINE OF THE
 CS0240'NORTHWEST-SOUTHEAST ROAD, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CS0240'NORTHEAST-SOUTHWEST ROAD, 1 FOOT EAST OF A 4 X 4 MARKER POST.  A
 CS0240'BRONZE DISC STAMPED N 960 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS0240'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1430 ***********************************************************************
 CS1430  DESIGNATION -  N 961
 CS1430  PID         -  CS1430
 CS1430  STATE/COUNTY-  TX/DALLAS
 CS1430  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1430
 CS1430                         *CURRENT SURVEY CONTROL
 CS1430  ___________________________________________________________________
 CS1430* NAD 83(1986)-  32 45 26.     (N)    096 40 58.     (W)     SCALED    
 CS1430* NAVD 88     -       162.353  (meters)     532.65   (feet)  ADJUSTED  
 CS1430  ___________________________________________________________________
 CS1430  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS1430  DYNAMIC HT  -         162.171 (meters)     532.06  (feet)  COMP
 CS1430  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 CS1430
 CS1430  VERT ORDER  -  SECOND    CLASS 0
 CS1430
 CS1430.The horizontal coordinates were scaled from a topographic map and have
 CS1430.an estimated accuracy of +/- 6 seconds.
 CS1430
 CS1430.The orthometric height was determined by differential leveling
 CS1430.and adjusted by the National Geodetic Survey in June 1991..
 CS1430
 CS1430.The geoid height was determined by GEOID03.
 CS1430
 CS1430.The dynamic height is computed by dividing the NAVD 88
 CS1430.geopotential number by the normal gravity value computed on the
 CS1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1430.degrees latitude (g = 980.6199 gals.).
 CS1430
 CS1430.The modeled gravity was interpolated from observed gravity values.
 CS1430
 CS1430;                    North         East    Units  Estimated Accuracy
 CS1430;SPC TXNC     - 2,122,400.      770,260.      MT  (+/- 180 meters Scaled)
 CS1430
 CS1430                          SUPERSEDED SURVEY CONTROL
 CS1430
 CS1430  NGVD 29 (??/??/92)  162.364  (m)          532.69   (f) ADJ UNCH    2 0
 CS1430
 CS1430.Superseded values are not recommended for survey control.
 CS1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1430.See file dsdata.txt to determine how the superseded data were derived.
 CS1430
 CS1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB170267(NAD 83)
 CS1430_MARKER: DB = BENCH MARK DISK
 CS1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1430_STAMPING: N 961 1946
 CS1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1430+STABILITY: SURFACE MOTION
 CS1430
 CS1430  HISTORY     - Date     Condition        Report By
 CS1430  HISTORY     - 1946     MONUMENTED       CGS
 CS1430  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1430
 CS1430                          STATION DESCRIPTION
 CS1430
 CS1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1430'1.6 MI N FROM PLEASANT GROVE.
 CS1430'ABOUT 1.6 MILES NORTH ALONG TEXAS LOOP 12 ROAD (BUCKNER BOULEVARD)
 CS1430'FROM THE S.S. CONNER HIGH SCHOOL AT PLEASANT GROVE, AND AT THE
 CS1430'JUNCTION OF A ROAD LEADING WEST, 54 FEET WEST OF AND LEVEL WITH THE
 CS1430'CENTER LINE OF BUCKNER BOULEVARD, 24 FEET NORTH OF THE CENTER LINE OF
 CS1430'THE EAST-WEST ROAD, 1 FOOT SOUTH OF A 4 X 4 MARKER POST.  A BRONZE
 CS1430'DISC SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CS1430'THE GROUND.
 CS1430
 CS1430                          STATION RECOVERY (1958)
 CS1430
 CS1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0264 ***********************************************************************
 AY0264  DESIGNATION -  N 962
 AY0264  PID         -  AY0264
 AY0264  STATE/COUNTY-  TX/BEXAR
 AY0264  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0264
 AY0264                         *CURRENT SURVEY CONTROL
 AY0264  ___________________________________________________________________
 AY0264* NAD 83(1986)-  29 26 46.     (N)    098 28 58.     (W)     SCALED    
 AY0264* NAVD 88     -       203.255  (meters)     666.85   (feet)  ADJUSTED  
 AY0264  ___________________________________________________________________
 AY0264  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AY0264  DYNAMIC HT  -         202.960 (meters)     665.88  (feet)  COMP
 AY0264  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 AY0264
 AY0264  VERT ORDER  -  FIRST     CLASS II
 AY0264
 AY0264.The horizontal coordinates were scaled from a topographic map and have
 AY0264.an estimated accuracy of +/- 6 seconds.
 AY0264
 AY0264.The orthometric height was determined by differential leveling
 AY0264.and adjusted by the National Geodetic Survey in June 1991..
 AY0264
 AY0264.The geoid height was determined by GEOID03.
 AY0264
 AY0264.The dynamic height is computed by dividing the NAVD 88
 AY0264.geopotential number by the normal gravity value computed on the
 AY0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0264.degrees latitude (g = 980.6199 gals.).
 AY0264
 AY0264.The modeled gravity was interpolated from observed gravity values.
 AY0264
 AY0264;                    North         East    Units  Estimated Accuracy
 AY0264;SPC TXSC     - 4,178,850.      650,170.      MT  (+/- 180 meters Scaled)
 AY0264
 AY0264                          SUPERSEDED SURVEY CONTROL
 AY0264
 AY0264  NGVD 29 (??/??/92)  203.134  (m)          666.45   (f) ADJ UNCH    1 2
 AY0264
 AY0264.Superseded values are not recommended for survey control.
 AY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0264.See file dsdata.txt to determine how the superseded data were derived.
 AY0264
 AY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT501575(NAD 83)
 AY0264_MARKER: DB = BENCH MARK DISK
 AY0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0264_SP_SET: BUILDING
 AY0264_STAMPING: N 962 1946
 AY0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0264
 AY0264  HISTORY     - Date     Condition        Report By
 AY0264  HISTORY     - 1946     MONUMENTED       CGS
 AY0264  HISTORY     - 1989     GOOD             USPSQD
 AY0264  HISTORY     - 19990213 GOOD             USPSQD
 AY0264
 AY0264                          STATION DESCRIPTION
 AY0264
 AY0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0264'IN SAN ANTONIO.
 AY0264'AT SAN ANTONIO, APPROXIMATELY 210.0 FEET WEST OF THE JUNCTION OF
 AY0264'JOSEPHINE STREET AND EUCLID AVENUE, 45.0 FEET NORTH OF THE CENTER LINE
 AY0264'OF JOSEPHINE STREET, AT THE HAWTHORNE SCHOOL, SET VERTICALLY IN THE
 AY0264'SOUTH FACE OF THE BUILDING, 6.0 FEET WEST OF THE CENTER OF THE MAIN
 AY0264'ENTRANCE, 2.5 FEET ABOVE THE GROUND.
 AY0264
 AY0264                          STATION RECOVERY (1989)
 AY0264
 AY0264'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0264'RECOVERED IN GOOD CONDITION.
 AY0264
 AY0264                          STATION RECOVERY (1999)
 AY0264
 AY0264'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0721 ***********************************************************************
 AY0721  DESIGNATION -  N 963 C OF SA
 AY0721  PID         -  AY0721
 AY0721  STATE/COUNTY-  TX/BEXAR
 AY0721  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0721
 AY0721                         *CURRENT SURVEY CONTROL
 AY0721  ___________________________________________________________________
 AY0721* NAD 83(1986)-  29 28 06.     (N)    098 30 28.     (W)     SCALED    
 AY0721* NAVD 88     -       214.823  (meters)     704.80   (feet)  ADJUSTED  
 AY0721  ___________________________________________________________________
 AY0721  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AY0721  DYNAMIC HT  -         214.510 (meters)     703.77  (feet)  COMP
 AY0721  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AY0721
 AY0721  VERT ORDER  -  FIRST     CLASS II
 AY0721
 AY0721.The horizontal coordinates were scaled from a topographic map and have
 AY0721.an estimated accuracy of +/- 6 seconds.
 AY0721
 AY0721.The orthometric height was determined by differential leveling
 AY0721.and adjusted by the National Geodetic Survey in June 1991..
 AY0721
 AY0721.The geoid height was determined by GEOID03.
 AY0721
 AY0721.The dynamic height is computed by dividing the NAVD 88
 AY0721.geopotential number by the normal gravity value computed on the
 AY0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0721.degrees latitude (g = 980.6199 gals.).
 AY0721
 AY0721.The modeled gravity was interpolated from observed gravity values.
 AY0721
 AY0721;                    North         East    Units  Estimated Accuracy
 AY0721;SPC TXSC     - 4,181,300.      647,740.      MT  (+/- 180 meters Scaled)
 AY0721
 AY0721                          SUPERSEDED SURVEY CONTROL
 AY0721
 AY0721  NGVD 29 (??/??/92)  214.698  (m)          704.39   (f) ADJ UNCH    1 2
 AY0721
 AY0721.Superseded values are not recommended for survey control.
 AY0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0721.See file dsdata.txt to determine how the superseded data were derived.
 AY0721
 AY0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT477599(NAD 83)
 AY0721_MARKER: DD = SURVEY DISK
 AY0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0721_STAMPING: N 963 1946
 AY0721_MARK LOGO: TX6090
 AY0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0721+STABILITY: SURFACE MOTION
 AY0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY0721+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 AY0721
 AY0721  HISTORY     - Date     Condition        Report By
 AY0721  HISTORY     - 1946     MONUMENTED       TX6090
 AY0721  HISTORY     - 1982     GOOD             NGS
 AY0721  HISTORY     - 1989     GOOD             USPSQD
 AY0721  HISTORY     - 19991013 GOOD             USPSQD
 AY0721  HISTORY     - 20030419 GOOD             USPSQD
 AY0721
 AY0721                          STATION DESCRIPTION
 AY0721
 AY0721'DESCRIBED BY CITY OF SAN ANTONIO TEXAS 1946
 AY0721'IN SAN ANTONIO.
 AY0721'AT SAN ANTONIO, ALONG THE BLANCO ROAD, BETWEEN NORWOOD COURT AND
 AY0721'ELMWOOD AVENUE, 135.0 FEET SOUTH OF THE CENTER LINE OF ELMWOOD AVENUE,
 AY0721'65.0 FEET NORTH OF THE NORTH CURB OF NORWOOD COURT, 6.0 FEET EAST OF
 AY0721'THE EAST CURB OF BLANCO ROAD, SET IN THE TOP OF A 1-FOOT CIRCULAR
 AY0721'CONCRETE POST SURROUNDED BY A 2-FOOT CONCRETE PIPE WITH AN IRON COVER
 AY0721'WHICH IS FLUSH WITH THE GROUND.
 AY0721
 AY0721                          STATION RECOVERY (1982)
 AY0721
 AY0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0721'RECOVERED THIS DATE, NOTE, THE MARK IS NOW 1.0 METER (3.5 FT) EAST
 AY0721'OF THE EAST CURB OF BLANCO ROAD, LINE REROUTED, TOO FAR FOR A TIE.
 AY0721
 AY0721                          STATION RECOVERY (1989)
 AY0721
 AY0721'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0721'RECOVERED IN GOOD CONDITION.
 AY0721
 AY0721                          STATION RECOVERY (1999)
 AY0721
 AY0721'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0721'RECOVERED IN GOOD CONDITION.
 AY0721
 AY0721                          STATION RECOVERY (2003)
 AY0721
 AY0721'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0486 ***********************************************************************
 CR0486  DESIGNATION -  N 965
 CR0486  PID         -  CR0486
 CR0486  STATE/COUNTY-  TX/HENDERSON
 CR0486  USGS QUAD   -  CHANDLER (1973)
 CR0486
 CR0486                         *CURRENT SURVEY CONTROL
 CR0486  ___________________________________________________________________
 CR0486* NAD 83(1986)-  32 18 46.     (N)    095 28 54.     (W)     SCALED    
 CR0486* NAVD 88     -       130.367  (meters)     427.71   (feet)  ADJUSTED  
 CR0486  ___________________________________________________________________
 CR0486  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR0486  DYNAMIC HT  -         130.215 (meters)     427.21  (feet)  COMP
 CR0486  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 CR0486
 CR0486  VERT ORDER  -  SECOND    CLASS 0
 CR0486
 CR0486.The horizontal coordinates were scaled from a topographic map and have
 CR0486.an estimated accuracy of +/- 6 seconds.
 CR0486
 CR0486.The orthometric height was determined by differential leveling
 CR0486.and adjusted by the National Geodetic Survey in June 1991..
 CR0486
 CR0486.The geoid height was determined by GEOID03.
 CR0486
 CR0486.The dynamic height is computed by dividing the NAVD 88
 CR0486.geopotential number by the normal gravity value computed on the
 CR0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0486.degrees latitude (g = 980.6199 gals.).
 CR0486
 CR0486.The modeled gravity was interpolated from observed gravity values.
 CR0486
 CR0486;                    North         East    Units  Estimated Accuracy
 CR0486;SPC TXNC     - 2,075,730.      884,190.      MT  (+/- 180 meters Scaled)
 CR0486
 CR0486                          SUPERSEDED SURVEY CONTROL
 CR0486
 CR0486  NGVD 29 (??/??/92)  130.393  (m)          427.80   (f) ADJ UNCH    2 0
 CR0486
 CR0486.Superseded values are not recommended for survey control.
 CR0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0486.See file dsdata.txt to determine how the superseded data were derived.
 CR0486
 CR0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR663778(NAD 83)
 CR0486_MARKER: DB = BENCH MARK DISK
 CR0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0486_STAMPING: N 965 1948
 CR0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0486+STABILITY: SURFACE MOTION
 CR0486
 CR0486  HISTORY     - Date     Condition        Report By
 CR0486  HISTORY     - 1948     MONUMENTED       CGS
 CR0486  HISTORY     - 20040605 GOOD             USPSQD
 CR0486
 CR0486                          STATION DESCRIPTION
 CR0486
 CR0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0486'IN CHANDLER.
 CR0486'AT CHANDLER, APPROXIMATELY 0.5 MILE NORTH OF THE ST. LOUIS
 CR0486'SOUTHWESTERN RAILWAY OF TEXAS STATION, 276.0 FEET WEST OF THE
 CR0486'NORTHWEST CORNER OF THE HIGH SCHOOL, 244.3 FEET NORTHWEST OF THE
 CR0486'NORTHWEST CORNER OF THE ELEMENTARY SCHOOL, 29.0 FEET EAST OF THE
 CR0486'CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 21.7 FEET SOUTH OF THE CENTER
 CR0486'OF A 24-INCH CORRUGATED IRON CULVERT (MOST SOUTHERLY ONE OF THREE) IN
 CR0486'A ROCK WALL ALONG THE WEST BOUNDARY OF THE SCHOOL GROUNDS, 2.4 FEET
 CR0486'WEST OF THE WALL, 1.8 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 CR0486'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0486
 CR0486                          STATION RECOVERY (2004)
 CR0486
 CR0486'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1555 ***********************************************************************
 BY1555  DESIGNATION -  N 966
 BY1555  PID         -  BY1555
 BY1555  STATE/COUNTY-  TX/TRINITY
 BY1555  USGS QUAD   -  PENNINGTON (1963)
 BY1555
 BY1555                         *CURRENT SURVEY CONTROL
 BY1555  ___________________________________________________________________
 BY1555* NAD 83(1986)-  31 11 06.     (N)    095 14 08.     (W)     SCALED    
 BY1555* NAVD 88     -       103.47   (+/-2cm)     339.5    (feet)  VERTCON   
 BY1555  ___________________________________________________________________
 BY1555  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY1555
 BY1555  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1555
 BY1555.The horizontal coordinates were scaled from a topographic map and have
 BY1555.an estimated accuracy of +/- 6 seconds.
 BY1555
 BY1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1555.The vertical order pertains to the NGVD 29 superseded value.
 BY1555
 BY1555.The geoid height was determined by GEOID03.
 BY1555
 BY1555;                    North         East    Units  Estimated Accuracy
 BY1555;SPC TX C     - 3,179,450.    1,185,690.      MT  (+/- 180 meters Scaled)
 BY1555
 BY1555                          SUPERSEDED SURVEY CONTROL
 BY1555
 BY1555  NGVD 29 (??/??/92)  103.477  (m)          339.49   (f) ADJ UNCH    2 0
 BY1555
 BY1555.Superseded values are not recommended for survey control.
 BY1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1555.See file dsdata.txt to determine how the superseded data were derived.
 BY1555
 BY1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ869522(NAD 83)
 BY1555_MARKER: DB = BENCH MARK DISK
 BY1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1555_STAMPING: N 966 1948
 BY1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1555+STABILITY: SURFACE MOTION
 BY1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1555+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 BY1555
 BY1555  HISTORY     - Date     Condition        Report By
 BY1555  HISTORY     - 1948     MONUMENTED       CGS
 BY1555  HISTORY     - 20050527 GOOD             USPSQD
 BY1555
 BY1555                          STATION DESCRIPTION
 BY1555
 BY1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1555'0.45 MI SE FROM PENNINGTON.
 BY1555'0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE BAPTIST CHURCH AT
 BY1555'PENNINGTON, 170.0 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD
 BY1555'LEADING SOUTHWEST, 46.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BY1555'12.6 FEET WEST OF A FENCE, 3.0 FEET NORTH OF THE NORTH EDGE OF A
 BY1555'GRANITE MONUMENT (5 FEET HIGH) MARKING THE SITE OF STEELS ACADEMY, SET
 BY1555'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE SURFACE OF
 BY1555'THE GROUND.
 BY1555
 BY1555                          STATION RECOVERY (2005)
 BY1555
 BY1555'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BY1555'MARKER IS LOCATED ON FM 2781 ABOUT .2 MILES WEST OF US287.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0753 ***********************************************************************
 CS0753  DESIGNATION -  N 967
 CS0753  PID         -  CS0753
 CS0753  STATE/COUNTY-  TX/ELLIS
 CS0753  USGS QUAD   -  WAXAHACHIE (1978)
 CS0753
 CS0753                         *CURRENT SURVEY CONTROL
 CS0753  ___________________________________________________________________
 CS0753* NAD 83(1986)-  32 22 54.     (N)    096 46 16.     (W)     SCALED    
 CS0753* NAVD 88     -       158.137  (meters)     518.82   (feet)  ADJUSTED  
 CS0753  ___________________________________________________________________
 CS0753  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS0753  DYNAMIC HT  -         157.952 (meters)     518.21  (feet)  COMP
 CS0753  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 CS0753
 CS0753  VERT ORDER  -  SECOND    CLASS 0
 CS0753
 CS0753.The horizontal coordinates were scaled from a topographic map and have
 CS0753.an estimated accuracy of +/- 6 seconds.
 CS0753
 CS0753.The orthometric height was determined by differential leveling
 CS0753.and adjusted by the National Geodetic Survey in June 1991..
 CS0753
 CS0753.The geoid height was determined by GEOID03.
 CS0753
 CS0753.The dynamic height is computed by dividing the NAVD 88
 CS0753.geopotential number by the normal gravity value computed on the
 CS0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0753.degrees latitude (g = 980.6199 gals.).
 CS0753
 CS0753.The modeled gravity was interpolated from observed gravity values.
 CS0753
 CS0753;                    North         East    Units  Estimated Accuracy
 CS0753;SPC TXNC     - 2,080,630.      762,670.      MT  (+/- 180 meters Scaled)
 CS0753
 CS0753                          SUPERSEDED SURVEY CONTROL
 CS0753
 CS0753  NGVD 29 (??/??/92)  158.137  (m)          518.82   (f) ADJ UNCH    2 0
 CS0753
 CS0753.Superseded values are not recommended for survey control.
 CS0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0753.See file dsdata.txt to determine how the superseded data were derived.
 CS0753
 CS0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA096849(NAD 83)
 CS0753_MARKER: DB = BENCH MARK DISK
 CS0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0753_STAMPING: N 967 1946
 CS0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0753+STABILITY: SURFACE MOTION
 CS0753
 CS0753  HISTORY     - Date     Condition        Report By
 CS0753  HISTORY     - 1946     MONUMENTED       CGS
 CS0753  HISTORY     - 1966     GOOD             NGS
 CS0753  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0753
 CS0753                          STATION DESCRIPTION
 CS0753
 CS0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0753'1.8 MI W FROM BOYCE.
 CS0753'1.8 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0753'STATION AT BOYCE, ELLIS COUNTY, 5 POLES WEST OF A ROAD CROSSING, 2
 CS0753'POLES EAST OF A WOODEN BRIDGE, 1.7 FEET SOUTH OF MILE POST 7, 25 FEET
 CS0753'NORTH OF THE CENTER LINE OF THE TRACK, 2.2 FEET WEST OF A WHITE WOODEN
 CS0753'WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 CS0753'STAMPED N 967 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CS0753'INCHES ABOVE GROUND.  NOTE-- THE MARK MAY BE REACHED FROM THE
 CS0753'COURTHOUSE IN WAXAHACHIE, BY GOING 0.3 MILE EAST ON U.S. HIGHWAY 287
 CS0753'TO A STOP LIGHT, THENCE 1.9 MILES EAST NORTHEAST TO THE JUNCTION OF FM
 CS0753'HIGHWAYS 878 AND 879, THENCE 3.45 MILES SOUTHEAST ALONG FM HIGHWAY 789
 CS0753'TO WHERE THE HIGHWAY TURNS LEFT AND A DIRT ROAD CROSSES OVER RAILROAD,
 CS0753'TURN SHARP RIGHT ALONG THE NORTH SIDE OF RAILROAD, THENCE 0.45 MILE
 CS0753'WEST TO SITE OF THE BENCH MARK.
 CS0753
 CS0753                          STATION RECOVERY (2002)
 CS0753
 CS0753'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1537 ***********************************************************************
 BY1537  DESIGNATION -  N 968
 BY1537  PID         -  BY1537
 BY1537  STATE/COUNTY-  TX/TRINITY
 BY1537  USGS QUAD   -  PENNINGTON (1963)
 BY1537
 BY1537                         *CURRENT SURVEY CONTROL
 BY1537  ___________________________________________________________________
 BY1537* NAD 83(1986)-  31 11 50.     (N)    095 09 18.     (W)     SCALED    
 BY1537* NAVD 88     -       105.68   (+/-2cm)     346.7    (feet)  VERTCON   
 BY1537  ___________________________________________________________________
 BY1537  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BY1537
 BY1537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1537
 BY1537.The horizontal coordinates were scaled from a topographic map and have
 BY1537.an estimated accuracy of +/- 6 seconds.
 BY1537
 BY1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1537.The vertical order pertains to the NGVD 29 superseded value.
 BY1537
 BY1537.The geoid height was determined by GEOID03.
 BY1537
 BY1537;                    North         East    Units  Estimated Accuracy
 BY1537;SPC TX C     - 3,181,150.    1,193,300.      MT  (+/- 180 meters Scaled)
 BY1537
 BY1537                          SUPERSEDED SURVEY CONTROL
 BY1537
 BY1537  NGVD 29 (??/??/92)  105.695  (m)          346.77   (f) ADJ UNCH    2 0
 BY1537
 BY1537.Superseded values are not recommended for survey control.
 BY1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1537.See file dsdata.txt to determine how the superseded data were derived.
 BY1537
 BY1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ946534(NAD 83)
 BY1537_MARKER: DB = BENCH MARK DISK
 BY1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1537_STAMPING: N 968 1948
 BY1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1537+STABILITY: SURFACE MOTION
 BY1537
 BY1537  HISTORY     - Date     Condition        Report By
 BY1537  HISTORY     - 1948     MONUMENTED       CGS
 BY1537
 BY1537                          STATION DESCRIPTION
 BY1537
 BY1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1537'4.85 MI E FROM PENNINGTON.
 BY1537'4.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1537'PENNINGTON, AT THE INTERSECTION OF TWO DIRT ROADS, 157.0 FEET EAST OF
 BY1537'THE CENTER LINE OF A NORTH-SOUTH ROAD, 35.0 FEET NORTH OF THE CENTER
 BY1537'LINE OF AN EAST-WEST ROAD, 15.8 FEET NORTH OF A FENCE CORNER, 1.6 FEET
 BY1537'NORTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF
 BY1537'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0396 ***********************************************************************
 CS0396  DESIGNATION -  N 969
 CS0396  PID         -  CS0396
 CS0396  STATE/COUNTY-  TX/ELLIS
 CS0396  USGS QUAD   -  ROSSER (1963)
 CS0396
 CS0396                         *CURRENT SURVEY CONTROL
 CS0396  ___________________________________________________________________
 CS0396* NAD 83(1986)-  32 24 24.     (N)    096 27 33.     (W)     SCALED    
 CS0396* NAVD 88     -        98.707  (meters)     323.84   (feet)  ADJUSTED  
 CS0396  ___________________________________________________________________
 CS0396  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CS0396  DYNAMIC HT  -          98.595 (meters)     323.47  (feet)  COMP
 CS0396  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 CS0396
 CS0396  VERT ORDER  -  SECOND    CLASS 0
 CS0396
 CS0396.The horizontal coordinates were scaled from a topographic map and have
 CS0396.an estimated accuracy of +/- 6 seconds.
 CS0396
 CS0396.The orthometric height was determined by differential leveling
 CS0396.and adjusted by the National Geodetic Survey in June 1991..
 CS0396
 CS0396.The geoid height was determined by GEOID03.
 CS0396
 CS0396.The dynamic height is computed by dividing the NAVD 88
 CS0396.geopotential number by the normal gravity value computed on the
 CS0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0396.degrees latitude (g = 980.6199 gals.).
 CS0396
 CS0396.The modeled gravity was interpolated from observed gravity values.
 CS0396
 CS0396;                    North         East    Units  Estimated Accuracy
 CS0396;SPC TXNC     - 2,083,920.      791,960.      MT  (+/- 180 meters Scaled)
 CS0396
 CS0396                          SUPERSEDED SURVEY CONTROL
 CS0396
 CS0396  NGVD 29 (??/??/92)   98.71   (m)          323.9    (f) COMPUTED    2 0
 CS0396
 CS0396.Superseded values are not recommended for survey control.
 CS0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0396.See file dsdata.txt to determine how the superseded data were derived.
 CS0396
 CS0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA389883(NAD 83)
 CS0396_MARKER: DB = BENCH MARK DISK
 CS0396_SETTING: 0 = UNSPECIFIED SETTING
 CS0396_STAMPING: N 969 1946
 CS0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0396
 CS0396  HISTORY     - Date     Condition        Report By
 CS0396  HISTORY     - 1946     MONUMENTED       CGS
 CS0396  HISTORY     - 1963     GOOD             USGS
 CS0396
 CS0396                          STATION DESCRIPTION
 CS0396
 CS0396'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CS0396'5.3 MI S FROM ROSSER.
 CS0396'TO REACH FROM JCT. STATE HIGHWAY 34 AND FARM ROAD 2451 ONE MILE ESE OF
 CS0396'ROSSER-- GO 3.2 MILES SW ALONG HIGHWAY 34 TO COUNTY ROAD SE. PROCEED
 CS0396'ALONG CO. ROAD 1.05 MILES TO A POINT OPPOSITE A FENCE CORNER NE. BM IS
 CS0396'36 NW AND 22 FT. NE OF FENCE CORNER AND 75 FT. NE OF CENTER LINE OF
 CS0396'COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0118 ***********************************************************************
 DN0118  DESIGNATION -  N 97
 DN0118  PID         -  DN0118
 DN0118  STATE/COUNTY-  TX/FANNIN
 DN0118  USGS QUAD   -  LEONARD (1964)
 DN0118
 DN0118                         *CURRENT SURVEY CONTROL
 DN0118  ___________________________________________________________________
 DN0118* NAD 83(1986)-  33 22 36.     (N)    096 14 50.     (W)     SCALED    
 DN0118* NAVD 88     -       215.210  (meters)     706.07   (feet)  ADJUSTED  
 DN0118  ___________________________________________________________________
 DN0118  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 DN0118  DYNAMIC HT  -         214.979 (meters)     705.31  (feet)  COMP
 DN0118  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 DN0118
 DN0118  VERT ORDER  -  FIRST     CLASS II
 DN0118
 DN0118.The horizontal coordinates were scaled from a topographic map and have
 DN0118.an estimated accuracy of +/- 6 seconds.
 DN0118
 DN0118.The orthometric height was determined by differential leveling
 DN0118.and adjusted by the National Geodetic Survey in June 1991..
 DN0118
 DN0118.The geoid height was determined by GEOID03.
 DN0118
 DN0118.The dynamic height is computed by dividing the NAVD 88
 DN0118.geopotential number by the normal gravity value computed on the
 DN0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0118.degrees latitude (g = 980.6199 gals.).
 DN0118
 DN0118.The modeled gravity was interpolated from observed gravity values.
 DN0118
 DN0118;                    North         East    Units  Estimated Accuracy
 DN0118;SPC TXNC     - 2,191,870.      809,590.      MT  (+/- 180 meters Scaled)
 DN0118
 DN0118                          SUPERSEDED SURVEY CONTROL
 DN0118
 DN0118  NGVD 29 (??/??/92)  215.191  (m)          706.01   (f) ADJ UNCH    1 2
 DN0118
 DN0118.Superseded values are not recommended for survey control.
 DN0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0118.See file dsdata.txt to determine how the superseded data were derived.
 DN0118
 DN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB560964(NAD 83)
 DN0118_MARKER: DB = BENCH MARK DISK
 DN0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0118_STAMPING: 706.006 N 97 1933
 DN0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0118+STABILITY: SURFACE MOTION
 DN0118
 DN0118  HISTORY     - Date     Condition        Report By
 DN0118  HISTORY     - 1933     MONUMENTED       CGS
 DN0118  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0118  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DN0118
 DN0118                          STATION DESCRIPTION
 DN0118
 DN0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0118'IN LEONARD.
 DN0118'AT LEONARD, FANNIN COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0118'TEXAS, 700 FEET SOUTH OF THE STATION, 1,600 FEET NORTH OF MILEPOST
 DN0118'695, 35 FEET EAST OF THE MAIN TRACK, AND IN LINE WITH A ROW OF POLES.
 DN0118'A STANDARD DISK, STAMPED 706.006 N 97 1933 AND SET IN THE TOP OF A
 DN0118'CONCRETE POST.
 DN0118
 DN0118                          STATION RECOVERY (1986)
 DN0118
 DN0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0118'MARK NOT FOUND.
 DN0118
 DN0118                          STATION RECOVERY (1994)
 DN0118
 DN0118'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1386 ***********************************************************************
 CS1386  DESIGNATION -  N 970
 CS1386  PID         -  CS1386
 CS1386  STATE/COUNTY-  TX/DALLAS
 CS1386  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1386
 CS1386                         *CURRENT SURVEY CONTROL
 CS1386  ___________________________________________________________________
 CS1386* NAD 83(1986)-  32 49 07.     (N)    096 41 25.     (W)     SCALED    
 CS1386* NAVD 88     -       149.238  (meters)     489.62   (feet)  ADJUSTED  
 CS1386  ___________________________________________________________________
 CS1386  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS1386  DYNAMIC HT  -         149.070 (meters)     489.07  (feet)  COMP
 CS1386  MODELED GRAV-     979,513.9   (mgal)                       NAVD 88
 CS1386
 CS1386  VERT ORDER  -  SECOND    CLASS 0
 CS1386
 CS1386.The horizontal coordinates were scaled from a topographic map and have
 CS1386.an estimated accuracy of +/- 6 seconds.
 CS1386
 CS1386.The orthometric height was determined by differential leveling
 CS1386.and adjusted by the National Geodetic Survey in June 1991..
 CS1386
 CS1386.The geoid height was determined by GEOID03.
 CS1386
 CS1386.The dynamic height is computed by dividing the NAVD 88
 CS1386.geopotential number by the normal gravity value computed on the
 CS1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1386.degrees latitude (g = 980.6199 gals.).
 CS1386
 CS1386.The modeled gravity was interpolated from observed gravity values.
 CS1386
 CS1386;                    North         East    Units  Estimated Accuracy
 CS1386;SPC TXNC     - 2,129,200.      769,440.      MT  (+/- 180 meters Scaled)
 CS1386
 CS1386                          SUPERSEDED SURVEY CONTROL
 CS1386
 CS1386  NGVD 29 (??/??/92)  149.251  (m)          489.67   (f) ADJ UNCH    2 0
 CS1386
 CS1386.Superseded values are not recommended for survey control.
 CS1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1386.See file dsdata.txt to determine how the superseded data were derived.
 CS1386
 CS1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB162335(NAD 83)
 CS1386_MARKER: DB = BENCH MARK DISK
 CS1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1386_STAMPING: N 970 1946
 CS1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1386+STABILITY: SURFACE MOTION
 CS1386
 CS1386  HISTORY     - Date     Condition        Report By
 CS1386  HISTORY     - 1946     MONUMENTED       CGS
 CS1386  HISTORY     - 1958     GOOD             NGS
 CS1386  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1386
 CS1386                          STATION DESCRIPTION
 CS1386
 CS1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1386'IN DALLAS.
 CS1386'ABOUT 7.3 MILES NORTHEAST AIRLINE FROM THE COUNTY COURT HOUSE IN
 CS1386'DALLAS, 0.1 MILE SOUTH ALONG BUCKNER BLVD. FROM THE JUNCTION WITH
 CS1386'OATES DRI IN THE EAST FRONT YARD OF A LARGE STUCCO HOUSE NO.2433
 CS1386'BUCKNER BLVD., 9 FEET NORTHEAST OF A 12 INCH OAK TREE, IN THE WEST
 CS1386'RIGHT-OF-WAY LINE OF BUCKNER AND IN RANGE WITH THE SOUTH END OF THE
 CS1386'STUCCO HOUSE, IN THE NORTHWEST POINT OF THE INTERSECTION OF BUCKNER
 CS1386'AND PINEWOOD DRIVE TO THE WEST.  A STANDARD DISK STAMPED N 970 1946 IN
 CS1386'A CONCRETE POST PROJECTING ABOUT 4 INCHES, ABOVE THE LEVEL OF THE
 CS1386'LAWN.
 CS1386
 CS1386                          STATION RECOVERY (1991)
 CS1386
 CS1386'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0086 ***********************************************************************
 CS0086  DESIGNATION -  N 971
 CS0086  PID         -  CS0086
 CS0086  STATE/COUNTY-  TX/KAUFMAN
 CS0086  USGS QUAD   -  FORNEY NORTH (1973)
 CS0086
 CS0086                         *CURRENT SURVEY CONTROL
 CS0086  ___________________________________________________________________
 CS0086* NAD 83(1986)-  32 46 03.     (N)    096 27 37.     (W)     SCALED    
 CS0086* NAVD 88     -       144.204  (meters)     473.11   (feet)  ADJUSTED  
 CS0086  ___________________________________________________________________
 CS0086  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0086  DYNAMIC HT  -         144.045 (meters)     472.59  (feet)  COMP
 CS0086  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 CS0086
 CS0086  VERT ORDER  -  SECOND    CLASS 0
 CS0086
 CS0086.The horizontal coordinates were scaled from a topographic map and have
 CS0086.an estimated accuracy of +/- 6 seconds.
 CS0086
 CS0086.The orthometric height was determined by differential leveling
 CS0086.and adjusted by the National Geodetic Survey in June 1991..
 CS0086
 CS0086.The geoid height was determined by GEOID03.
 CS0086
 CS0086.The dynamic height is computed by dividing the NAVD 88
 CS0086.geopotential number by the normal gravity value computed on the
 CS0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0086.degrees latitude (g = 980.6199 gals.).
 CS0086
 CS0086.The modeled gravity was interpolated from observed gravity values.
 CS0086
 CS0086;                    North         East    Units  Estimated Accuracy
 CS0086;SPC TXNC     - 2,123,930.      791,080.      MT  (+/- 180 meters Scaled)
 CS0086
 CS0086                          SUPERSEDED SURVEY CONTROL
 CS0086
 CS0086  NGVD 29 (??/??/92)  144.22   (m)          473.2    (f) COMPUTED    2 0
 CS0086
 CS0086.Superseded values are not recommended for survey control.
 CS0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0086.See file dsdata.txt to determine how the superseded data were derived.
 CS0086
 CS0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB379283(NAD 83)
 CS0086_MARKER: DB = BENCH MARK DISK
 CS0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0086_STAMPING: N 971 1946
 CS0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0086+STABILITY: SURFACE MOTION
 CS0086
 CS0086  HISTORY     - Date     Condition        Report By
 CS0086  HISTORY     - 1946     MONUMENTED       CGS
 CS0086  HISTORY     - 1952     GOOD             NGS
 CS0086  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS0086
 CS0086                          STATION DESCRIPTION
 CS0086
 CS0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0086'2.0 MI NW FROM FORNEY.
 CS0086'0.1 MILE NORTH ALONG AN OILED STREET FROM THE TEXAS AND PACIFIC
 CS0086'RAILROAD STATION AT FORNEY, THENCE 0.4 MILE WEST ALONG U.S. HIGHWAY
 CS0086'80, THENCE 1.5 MILES NORTHWEST ALONG FARM ROAD 740, 83 FEET SOUTHEAST
 CS0086'OF THE SOUTHEAST CORNER OF A FARMHOUSE, 164 FEET NORTHEAST OF A POWER
 CS0086'POLE, 39 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 1 FOOT SOUTH
 CS0086'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS0086'0.6 FOOT ABOVE THE GROUND.  NOTE-- THE FARMHOUSE NO LONGER EXISTS IN
 CS0086'THE MEASURED AREA.  THE MARK MAY BE BURIED UNDER THE PLOWED AREA OF A
 CS0086'CULTIVATED FIELD.  LOCAL REFERENCES COULD FURNISH NO INFORMATION.
 CS0086
 CS0086                          STATION RECOVERY (1958)
 CS0086
 CS0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0498 ***********************************************************************
 BZ0498  DESIGNATION -  N 972
 BZ0498  PID         -  BZ0498
 BZ0498  STATE/COUNTY-  TX/MADISON
 BZ0498  USGS QUAD   -  NORMANGEE (1982)
 BZ0498
 BZ0498                         *CURRENT SURVEY CONTROL
 BZ0498  ___________________________________________________________________
 BZ0498* NAD 83(1986)-  31 00 36.     (N)    096 01 26.     (W)     SCALED    
 BZ0498* NAVD 88     -       101.11   (+/-2cm)     331.7    (feet)  VERTCON   
 BZ0498  ___________________________________________________________________
 BZ0498  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BZ0498
 BZ0498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0498
 BZ0498.The horizontal coordinates were scaled from a topographic map and have
 BZ0498.an estimated accuracy of +/- 6 seconds.
 BZ0498
 BZ0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0498.The vertical order pertains to the NGVD 29 superseded value.
 BZ0498
 BZ0498.The geoid height was determined by GEOID03.
 BZ0498
 BZ0498;                    North         East    Units  Estimated Accuracy
 BZ0498;SPC TX C     - 3,156,880.    1,111,380.      MT  (+/- 180 meters Scaled)
 BZ0498
 BZ0498                          SUPERSEDED SURVEY CONTROL
 BZ0498
 BZ0498  NGVD 29 (??/??/92)  101.091  (m)          331.66   (f) ADJ UNCH    2 0
 BZ0498
 BZ0498.Superseded values are not recommended for survey control.
 BZ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0498.See file dsdata.txt to determine how the superseded data were derived.
 BZ0498
 BZ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV841345(NAD 83)
 BZ0498_MARKER: DB = BENCH MARK DISK
 BZ0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0498_STAMPING: N 972 1947
 BZ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0498+STABILITY: SURFACE MOTION
 BZ0498
 BZ0498  HISTORY     - Date     Condition        Report By
 BZ0498  HISTORY     - 1947     MONUMENTED       CGS
 BZ0498  HISTORY     - 1964     MARK NOT FOUND   USGS
 BZ0498
 BZ0498                          STATION DESCRIPTION
 BZ0498
 BZ0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0498'7.1 MI SE FROM NORMANGEE.
 BZ0498'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BZ0498'GO EAST 0.3 MILE ALONG A GRAVELED ROAD, THENCE NORTHEAST 1.6 MILES
 BZ0498'ALONG STATE OSR HIGHWAY, THENCE SOUTHEAST 2.2 MILES ALONG A GRADED
 BZ0498'DIRT ROAD, THENCE EAST 0.7 MILE ALONG A GRADED DIRT ROAD, THENCE SOUTH
 BZ0498'0.5 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 1.8 MILES ALONG A
 BZ0498'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 51.7 FEET NORTHWEST OF
 BZ0498'THE NORTH END OF A CORRUGATED IRON CULVERT, 33.2 FEET NORTH OF AND
 BZ0498'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 22.5 FEET EAST OF A TEN
 BZ0498'INCH OAK TREE, 2.0 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4
 BZ0498'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BZ0498'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
 BZ0498
 BZ0498                          STATION RECOVERY (1964)
 BZ0498
 BZ0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BZ0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1722 ***********************************************************************
 BY1722  DESIGNATION -  N 973
 BY1722  PID         -  BY1722
 BY1722  STATE/COUNTY-  TX/MADISON
 BY1722  USGS QUAD   -  LEONA SW (1964)
 BY1722
 BY1722                         *CURRENT SURVEY CONTROL
 BY1722  ___________________________________________________________________
 BY1722* NAD 83(1986)-  31 03 17.     (N)    095 55 29.     (W)     SCALED    
 BY1722* NAVD 88     -        97.39   (+/-2cm)     319.5    (feet)  VERTCON   
 BY1722  ___________________________________________________________________
 BY1722  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY1722
 BY1722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1722
 BY1722.The horizontal coordinates were scaled from a topographic map and have
 BY1722.an estimated accuracy of +/- 6 seconds.
 BY1722
 BY1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1722.The vertical order pertains to the NGVD 29 superseded value.
 BY1722
 BY1722.The geoid height was determined by GEOID03.
 BY1722
 BY1722;                    North         East    Units  Estimated Accuracy
 BY1722;SPC TX C     - 3,162,210.    1,120,640.      MT  (+/- 180 meters Scaled)
 BY1722
 BY1722                          SUPERSEDED SURVEY CONTROL
 BY1722
 BY1722  NGVD 29 (??/??/92)   97.372  (m)          319.46   (f) ADJ UNCH    2 0
 BY1722
 BY1722.Superseded values are not recommended for survey control.
 BY1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1722.See file dsdata.txt to determine how the superseded data were derived.
 BY1722
 BY1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ208393(NAD 83)
 BY1722_MARKER: DB = BENCH MARK DISK
 BY1722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1722_SP_SET: CULVERT
 BY1722_STAMPING: N 973 1947
 BY1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1722
 BY1722  HISTORY     - Date     Condition        Report By
 BY1722  HISTORY     - 1947     MONUMENTED       CGS
 BY1722  HISTORY     - 19960601 GOOD             USPSQD
 BY1722
 BY1722                          STATION DESCRIPTION
 BY1722
 BY1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1722'7.5 MI N FROM MADISONVILLE.
 BY1722'ABOUT 7.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE MADISONVILLE
 BY1722'HIGH SCHOOL AT MADISONVILLE, ABOUT 8.0 MILES SOUTH OF LEONA, 16.0 FEET
 BY1722'WEST OF AND ABOUT 0.5 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY,
 BY1722'ON TOP OF THE NORTH END OF THE WEST HEADWALL OF A 6 X 16 FT. TWO
 BY1722'COMPARTMENT CONCRETE CULVERT.  A BRONZE BENCH MARK DISK SET IN A DRILL
 BY1722'HOLE IN CONCRETE.
 BY1722
 BY1722                          STATION RECOVERY (1996)
 BY1722
 BY1722'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1103 ***********************************************************************
 BL1103  DESIGNATION -  N 974
 BL1103  PID         -  BL1103
 BL1103  STATE/COUNTY-  TX/SAN JACINTO
 BL1103  USGS QUAD   -  CAMILLA (1997)
 BL1103
 BL1103                         *CURRENT SURVEY CONTROL
 BL1103  ___________________________________________________________________
 BL1103* NAD 83(1986)-  30 31 22.     (N)    095 03 56.     (W)     SCALED    
 BL1103* NAVD 88     -        78.63   (+/-2cm)     258.0    (feet)  VERTCON   
 BL1103  ___________________________________________________________________
 BL1103  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1103
 BL1103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1103
 BL1103.The horizontal coordinates were scaled from a topographic map and have
 BL1103.an estimated accuracy of +/- 6 seconds.
 BL1103
 BL1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1103.The vertical order pertains to the NGVD 29 superseded value.
 BL1103
 BL1103.The geoid height was determined by GEOID03.
 BL1103
 BL1103;                    North         East    Units  Estimated Accuracy
 BL1103;SPC TX C     - 3,106,870.    1,205,350.      MT  (+/- 180 meters Scaled)
 BL1103
 BL1103                          SUPERSEDED SURVEY CONTROL
 BL1103
 BL1103  NGVD 29 (??/??/92)   78.634  (m)          257.99   (f) ADJ UNCH    2 0
 BL1103
 BL1103.Superseded values are not recommended for survey control.
 BL1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1103.See file dsdata.txt to determine how the superseded data were derived.
 BL1103
 BL1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP018785(NAD 83)
 BL1103_MARKER: DB = BENCH MARK DISK
 BL1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1103_STAMPING: N 974 1947
 BL1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1103+STABILITY: SURFACE MOTION
 BL1103
 BL1103  HISTORY     - Date     Condition        Report By
 BL1103  HISTORY     - 1947     MONUMENTED       CGS
 BL1103
 BL1103                          STATION DESCRIPTION
 BL1103
 BL1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1103'4.6 MI NW FROM SHEPHERD.
 BL1103'4.6 MILES NORTHWEST ALONG STATE HIGHWAY NO. 150 FROM THE POST OFFICE
 BL1103'AT SHEPHERD, 58.3 FEET NORTHWEST OF A SIXTEEN-INCH OAK TREE, 48.0 FEET
 BL1103'SOUTHEAST OF THE CENTER LINE OF THE SAM HOUSTON NATIONAL FOREST
 BL1103'HIGHWAY NO. 217, 46.3 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 BL1103'HIGHWAY NO. 150, 1.5 FEET NORTHWEST OF A REFERENCE POST, ABOUT LEVEL
 BL1103'WITH THE HIGHWAY, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 BL1103'ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1386 ***********************************************************************
 BL1386  DESIGNATION -  N 975
 BL1386  PID         -  BL1386
 BL1386  STATE/COUNTY-  TX/MONTGOMERY
 BL1386  USGS QUAD   -  CONROE NE (1976)
 BL1386
 BL1386                         *CURRENT SURVEY CONTROL
 BL1386  ___________________________________________________________________
 BL1386* NAD 83(1986)-  30 25 07.     (N)    095 19 36.     (W)     SCALED    
 BL1386* NAVD 88     -        90.77   (+/-2cm)     297.8    (feet)  VERTCON   
 BL1386  ___________________________________________________________________
 BL1386  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1386
 BL1386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1386
 BL1386.The horizontal coordinates were scaled from a topographic map and have
 BL1386.an estimated accuracy of +/- 6 seconds.
 BL1386
 BL1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1386.The vertical order pertains to the NGVD 29 superseded value.
 BL1386
 BL1386.The geoid height was determined by GEOID03.
 BL1386
 BL1386;                    North         East    Units  Estimated Accuracy
 BL1386;SPC TX C     - 3,094,180.    1,180,840.      MT  (+/- 180 meters Scaled)
 BL1386
 BL1386                          SUPERSEDED SURVEY CONTROL
 BL1386
 BL1386  NGVD 29 (??/??/92)   90.774  (m)          297.81   (f) ADJ UNCH    2 0
 BL1386
 BL1386.Superseded values are not recommended for survey control.
 BL1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1386.See file dsdata.txt to determine how the superseded data were derived.
 BL1386
 BL1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP765674(NAD 83)
 BL1386_MARKER: DB = BENCH MARK DISK
 BL1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1386_STAMPING: N 975 1947
 BL1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1386+STABILITY: SURFACE MOTION
 BL1386
 BL1386  HISTORY     - Date     Condition        Report By
 BL1386  HISTORY     - 1947     MONUMENTED       CGS
 BL1386
 BL1386                          STATION DESCRIPTION
 BL1386
 BL1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1386'10.4 MI E FROM WILLIS.
 BL1386'0.3 MILE SOUTH AND 9.3 MILES EAST ALONG THE WILLIS-EVERGREEN ROAD FROM
 BL1386'THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT WILLIS, THENCE
 BL1386'0.8 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION AT PEACH
 BL1386'CREEK, 583.0 FEET NORTH OF THE CENTER OF THE EAST END OF A 2-FOOT
 BL1386'CONCRETE PIPE CULVERT UNDER THE ROAD, 171.0 FEET NORTHEAST OF A POWER
 BL1386'LINE POLE WHICH IS ON THE WEST SIDE OF THE ROAD, 42.0 FEET EAST OF THE
 BL1386'CENTER OF THE ROAD, 31.0 FEET NORTHEAST OF THE CENTER OF A ONE TRACK
 BL1386'LOGGING ROAD LEADING SOUTHEAST INTO THE WOODS, 2.0 FEET SOUTH OF A
 BL1386'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 BL1386'ROAD AND ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0964 ***********************************************************************
 BL0964  DESIGNATION -  N 976
 BL0964  PID         -  BL0964
 BL0964  STATE/COUNTY-  TX/SAN JACINTO
 BL0964  USGS QUAD   -  CARLISLE (1972)
 BL0964
 BL0964                         *CURRENT SURVEY CONTROL
 BL0964  ___________________________________________________________________
 BL0964* NAD 83(1986)-  30 50 46.     (N)    095 14 41.     (W)     SCALED    
 BL0964* NAVD 88     -        56.28   (+/-2cm)     184.6    (feet)  VERTCON   
 BL0964  ___________________________________________________________________
 BL0964  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL0964
 BL0964  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0964
 BL0964.The horizontal coordinates were scaled from a topographic map and have
 BL0964.an estimated accuracy of +/- 6 seconds.
 BL0964
 BL0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0964.The vertical order pertains to the NGVD 29 superseded value.
 BL0964
 BL0964.The geoid height was determined by GEOID03.
 BL0964
 BL0964;                    North         East    Units  Estimated Accuracy
 BL0964;SPC TX C     - 3,141,880.    1,186,540.      MT  (+/- 180 meters Scaled)
 BL0964
 BL0964                          SUPERSEDED SURVEY CONTROL
 BL0964
 BL0964  NGVD 29 (??/??/92)   56.291  (m)          184.68   (f) ADJ UNCH    2 0
 BL0964
 BL0964.Superseded values are not recommended for survey control.
 BL0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0964.See file dsdata.txt to determine how the superseded data were derived.
 BL0964
 BL0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ853147(NAD 83)
 BL0964_MARKER: DB = BENCH MARK DISK
 BL0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0964_STAMPING: N 976 1947
 BL0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0964+STABILITY: SURFACE MOTION
 BL0964
 BL0964  HISTORY     - Date     Condition        Report By
 BL0964  HISTORY     - 1947     MONUMENTED       CGS
 BL0964
 BL0964                          STATION DESCRIPTION
 BL0964
 BL0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0964'10.6 MI NE FROM OAKHURST.
 BL0964'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0964'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO A JUNCTION
 BL0964'WITH U.S. HIGHWAY 190, THENCE 6.8 MILES NORTH ALONG A GRADED DIRT
 BL0964'ROAD, THENCE 3.4 MILES EAST ALONG A GRADED DIRT ROAD, 1.0 MILE WEST OF
 BL0964'THE TRINITY RIVER, 39.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF
 BL0964'THE ROAD, 36.0 FEET NORTHEAST OF THE NORTHEAST END OF A GATE, 24.0
 BL0964'FEET SOUTHWEST OF A 12 INCH OAK TREE WHICH IS USED AS A FENCE CORNER
 BL0964'POST, 4.0 FEET SOUTHEAST OF A FENCE, 2.0 FEET EAST OF A WITNESS POST,
 BL0964'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 BL0964'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1781 ***********************************************************************
 BL1781  DESIGNATION -  N 977
 BL1781  PID         -  BL1781
 BL1781  STATE/COUNTY-  TX/WALKER
 BL1781  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1781
 BL1781                         *CURRENT SURVEY CONTROL
 BL1781  ___________________________________________________________________
 BL1781* NAD 83(1986)-  30 57 03.     (N)    095 32 23.     (W)     SCALED    
 BL1781* NAVD 88     -        53.80   (+/-2cm)     176.5    (feet)  VERTCON   
 BL1781  ___________________________________________________________________
 BL1781  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL1781
 BL1781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1781
 BL1781.The horizontal coordinates were scaled from a topographic map and have
 BL1781.an estimated accuracy of +/- 6 seconds.
 BL1781
 BL1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1781.The vertical order pertains to the NGVD 29 superseded value.
 BL1781
 BL1781.The geoid height was determined by GEOID03.
 BL1781
 BL1781;                    North         East    Units  Estimated Accuracy
 BL1781;SPC TX C     - 3,152,220.    1,157,850.      MT  (+/- 180 meters Scaled)
 BL1781
 BL1781                          SUPERSEDED SURVEY CONTROL
 BL1781
 BL1781  NGVD 29 (??/??/92)   53.808  (m)          176.54   (f) ADJ UNCH    2 0
 BL1781
 BL1781.Superseded values are not recommended for survey control.
 BL1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1781.See file dsdata.txt to determine how the superseded data were derived.
 BL1781
 BL1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ573269(NAD 83)
 BL1781_MARKER: DB = BENCH MARK DISK
 BL1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1781_STAMPING: N 977 1947
 BL1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1781+STABILITY: SURFACE MOTION
 BL1781
 BL1781  HISTORY     - Date     Condition        Report By
 BL1781  HISTORY     - 1947     MONUMENTED       CGS
 BL1781  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1781
 BL1781                          STATION DESCRIPTION
 BL1781
 BL1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1781'10.65 MI W FROM TRINITY.
 BL1781'10.65 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL1781'TRINITY, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 43.0 FEET
 BL1781'NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE EAST-WEST
 BL1781'ROAD AND THE ROAD LEADING SOUTH, 40.0 FEET NORTH OF THE CENTER OF THE
 BL1781'MAIN ROAD, 18.0 FEET NORTH OF A FENCE CORNER POST, 2.0 FEET SOUTH OF A
 BL1781'REFERENCE POST, 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE, SET IN A
 BL1781'CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 BL1781
 BL1781                          STATION RECOVERY (1996)
 BL1781
 BL1781'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1740 ***********************************************************************
 BL1740  DESIGNATION -  N 978
 BL1740  PID         -  BL1740
 BL1740  STATE/COUNTY-  TX/WALKER
 BL1740  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1740
 BL1740                         *CURRENT SURVEY CONTROL
 BL1740  ___________________________________________________________________
 BL1740* NAD 83(1986)-  30 55 53.     (N)    095 34 46.     (W)     SCALED    
 BL1740* NAVD 88     -        44.86   (+/-2cm)     147.2    (feet)  VERTCON   
 BL1740  ___________________________________________________________________
 BL1740  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BL1740
 BL1740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1740
 BL1740.The horizontal coordinates were scaled from a topographic map and have
 BL1740.an estimated accuracy of +/- 6 seconds.
 BL1740
 BL1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1740.The vertical order pertains to the NGVD 29 superseded value.
 BL1740
 BL1740.The geoid height was determined by GEOID03.
 BL1740
 BL1740;                    North         East    Units  Estimated Accuracy
 BL1740;SPC TX C     - 3,149,910.    1,154,150.      MT  (+/- 180 meters Scaled)
 BL1740
 BL1740                          SUPERSEDED SURVEY CONTROL
 BL1740
 BL1740  NGVD 29 (??/??/92)   44.863  (m)          147.19   (f) ADJ UNCH    2 0
 BL1740
 BL1740.Superseded values are not recommended for survey control.
 BL1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1740.See file dsdata.txt to determine how the superseded data were derived.
 BL1740
 BL1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ535248(NAD 83)
 BL1740_MARKER: DB = BENCH MARK DISK
 BL1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1740_STAMPING: N 978 1947
 BL1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1740+STABILITY: SURFACE MOTION
 BL1740
 BL1740  HISTORY     - Date     Condition        Report By
 BL1740  HISTORY     - 1947     MONUMENTED       CGS
 BL1740  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1740
 BL1740                          STATION DESCRIPTION
 BL1740
 BL1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1740'14.5 MI SW FROM TRINITY.
 BL1740'13.4 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL1740'TRINITY, THENCE 1.1 MILES SOUTHEAST ALONG AN ABANDONED DIRT ROAD, AT
 BL1740'THE TOP OF A SMALL HILL, 0.25 MILE NORTHWEST OF THE FORD OF A SMALL
 BL1740'CREEK, 66 FEET EAST OF A TRIANGULAR BLAZE ON A 30 INCH OAK TREE, 46
 BL1740'FEET NORTHEAST OF A TRIANGULAR BLAZE ON A 24 INCH OAK TREE, 41 FEET
 BL1740'SOUTHEAST OF THE CENTER OF THE JUNCTION WITH A DIM WOODS ROAD LEADING
 BL1740'EAST, 23 FEET NORTHEAST OF THE CENTER LINE OF THE ABANDONED ROAD, 2
 BL1740'FEET SOUTHEAST OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 BL1740'WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 BL1740
 BL1740                          STATION RECOVERY (1996)
 BL1740
 BL1740'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1729 ***********************************************************************
 BL1729  DESIGNATION -  N 979
 BL1729  PID         -  BL1729
 BL1729  STATE/COUNTY-  TX/HOUSTON
 BL1729  USGS QUAD   -  BAKER LAKE (1972)
 BL1729
 BL1729                         *CURRENT SURVEY CONTROL
 BL1729  ___________________________________________________________________
 BL1729* NAD 83(1986)-  30 58 49.     (N)    095 38 03.     (W)     SCALED    
 BL1729* NAVD 88     -        62.80   (+/-2cm)     206.0    (feet)  VERTCON   
 BL1729  ___________________________________________________________________
 BL1729  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BL1729
 BL1729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1729
 BL1729.The horizontal coordinates were scaled from a topographic map and have
 BL1729.an estimated accuracy of +/- 6 seconds.
 BL1729
 BL1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1729.The vertical order pertains to the NGVD 29 superseded value.
 BL1729
 BL1729.The geoid height was determined by GEOID03.
 BL1729
 BL1729;                    North         East    Units  Estimated Accuracy
 BL1729;SPC TX C     - 3,155,100.    1,148,700.      MT  (+/- 180 meters Scaled)
 BL1729
 BL1729                          SUPERSEDED SURVEY CONTROL
 BL1729
 BL1729  NGVD 29 (??/??/92)   62.809  (m)          206.07   (f) ADJ UNCH    2 0
 BL1729
 BL1729.Superseded values are not recommended for survey control.
 BL1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1729.See file dsdata.txt to determine how the superseded data were derived.
 BL1729
 BL1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ484303(NAD 83)
 BL1729_MARKER: DB = BENCH MARK DISK
 BL1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1729_STAMPING: N 979 1947
 BL1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1729+STABILITY: SURFACE MOTION
 BL1729
 BL1729  HISTORY     - Date     Condition        Report By
 BL1729  HISTORY     - 1947     MONUMENTED       CGS
 BL1729
 BL1729                          STATION DESCRIPTION
 BL1729
 BL1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1729'5.7 MI SW FROM WELDON.
 BL1729'1.55 MILE SOUTH AND 4.15 MILES SOUTHWEST ALONG DIRT ROADS FROM THE
 BL1729'WELDON HIGH SCHOOL AT WELDON, 0.4 MILE SOUTH AND 1.4 MILE WEST ALONG A
 BL1729'DIRT ROAD FROM THE MAIN BUILDING AT THE EASTHAM STATE PRISON FARM
 BL1729'HEADQUARTERS, AT THE PRISON FARM STOCK PENS WHICH ARE AT THE TOP OF A
 BL1729'HILL, 152.5 FEET SOUTH OF THE EAST-WEST BOARD FENCE ALONG THE SOUTH
 BL1729'SIDE OF THE STOCK PENS, 48.0 FEET SOUTHWEST OF THE CENTER OF THE
 BL1729'JUNCTION OF A DIRT ROAD LEADING SOUTH TO NO.2 BUILDING, 39.0 FEET
 BL1729'SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 28.0 FEET WEST OF THE
 BL1729'CENTER OF THE ROAD LEADING SOUTH, 2.8 FEET NORTH OF A REFERENCE POST,
 BL1729'1.0 FOOT EAST OF A NORTH-SOUTH WIRE FENCE LINE, SET IN A CONCRETE POST
 BL1729'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING O.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1831 ***********************************************************************
 CS1831  DESIGNATION -  N 98
 CS1831  PID         -  CS1831
 CS1831  STATE/COUNTY-  TX/TARRANT
 CS1831  USGS QUAD   -  ARLINGTON (1981)
 CS1831
 CS1831                         *CURRENT SURVEY CONTROL
 CS1831  ___________________________________________________________________
 CS1831* NAD 83(1986)-  32 44 34.     (N)    097 03 56.     (W)     SCALED    
 CS1831* NAVD 88     -       181.939  (meters)     596.91   (feet)  ADJUSTED  
 CS1831  ___________________________________________________________________
 CS1831  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CS1831  DYNAMIC HT  -         181.727 (meters)     596.22  (feet)  COMP
 CS1831  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 CS1831
 CS1831  VERT ORDER  -  FIRST     CLASS II
 CS1831
 CS1831.The horizontal coordinates were scaled from a topographic map and have
 CS1831.an estimated accuracy of +/- 6 seconds.
 CS1831
 CS1831.The orthometric height was determined by differential leveling
 CS1831.and adjusted by the National Geodetic Survey in June 1991..
 CS1831
 CS1831.The geoid height was determined by GEOID03.
 CS1831
 CS1831.The dynamic height is computed by dividing the NAVD 88
 CS1831.geopotential number by the normal gravity value computed on the
 CS1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1831.degrees latitude (g = 980.6199 gals.).
 CS1831
 CS1831.The modeled gravity was interpolated from observed gravity values.
 CS1831
 CS1831;                    North         East    Units  Estimated Accuracy
 CS1831;SPC TXNC     - 2,120,250.      734,420.      MT  (+/- 180 meters Scaled)
 CS1831
 CS1831                          SUPERSEDED SURVEY CONTROL
 CS1831
 CS1831  NGVD 29 (??/??/92)  181.932  (m)          596.89   (f) ADJ UNCH    1 2
 CS1831
 CS1831.Superseded values are not recommended for survey control.
 CS1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1831.See file dsdata.txt to determine how the superseded data were derived.
 CS1831
 CS1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB812244(NAD 83)
 CS1831_MARKER: DB = BENCH MARK DISK
 CS1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1831_STAMPING: N 98 1951
 CS1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1831+STABILITY: SURFACE MOTION
 CS1831
 CS1831  HISTORY     - Date     Condition        Report By
 CS1831  HISTORY     - 1951     MONUMENTED       CGS
 CS1831  HISTORY     - 1958     POOR             USGS
 CS1831  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1831  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS1831
 CS1831                          STATION DESCRIPTION
 CS1831
 CS1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS1831'2.4 MI E FROM ARLINGTON.
 CS1831'2.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1831'AT ARLINGTON, 0.2 MILE WEST OF TRESTLE 230, 0.15 MILE WEST OF MILEPOST
 CS1831'230, 55 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, ACROSS THE
 CS1831'HIGHWAY FROM THE ARLINGTON DOWNS RACE TRACK, 30.4 FEET NORTH OF THE
 CS1831'NORTH RAIL OF THE NORTH TRACK, 17 FEET WEST OF A TELEPHONE POLE, 1.8
 CS1831'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CS1831'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- MARK IS LEANING.
 CS1831
 CS1831                          STATION RECOVERY (1958)
 CS1831
 CS1831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1831'MARK RECOVERED IN POOR CONDITION.
 CS1831
 CS1831                          STATION RECOVERY (1986)
 CS1831
 CS1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1831'MARK NOT FOUND.
 CS1831
 CS1831                          STATION RECOVERY (1997)
 CS1831
 CS1831'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1376 ***********************************************************************
 BL1376  DESIGNATION -  N 980
 BL1376  PID         -  BL1376
 BL1376  STATE/COUNTY-  TX/SAN JACINTO
 BL1376  USGS QUAD   -  WESTCOTT (1976)
 BL1376
 BL1376                         *CURRENT SURVEY CONTROL
 BL1376  ___________________________________________________________________
 BL1376* NAD 83(1986)-  30 23 47.     (N)    095 05 10.     (W)     SCALED    
 BL1376* NAVD 88     -        54.31   (+/-2cm)     178.2    (feet)  VERTCON   
 BL1376  ___________________________________________________________________
 BL1376  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1376
 BL1376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1376
 BL1376.The horizontal coordinates were scaled from a topographic map and have
 BL1376.an estimated accuracy of +/- 6 seconds.
 BL1376
 BL1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1376.The vertical order pertains to the NGVD 29 superseded value.
 BL1376
 BL1376.The geoid height was determined by GEOID03.
 BL1376
 BL1376;                    North         East    Units  Estimated Accuracy
 BL1376;SPC TX C     - 3,092,780.    1,204,040.      MT  (+/- 180 meters Scaled)
 BL1376
 BL1376                          SUPERSEDED SURVEY CONTROL
 BL1376
 BL1376  NGVD 29 (??/??/92)   54.321  (m)          178.22   (f) ADJ UNCH    2 0
 BL1376
 BL1376.Superseded values are not recommended for survey control.
 BL1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1376.See file dsdata.txt to determine how the superseded data were derived.
 BL1376
 BL1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP995645(NAD 83)
 BL1376_MARKER: DB = BENCH MARK DISK
 BL1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1376_STAMPING: N 980 1947
 BL1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1376+STABILITY: SURFACE MOTION
 BL1376
 BL1376  HISTORY     - Date     Condition        Report By
 BL1376  HISTORY     - 1947     MONUMENTED       CGS
 BL1376
 BL1376                          STATION DESCRIPTION
 BL1376
 BL1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1376'2.0 MI NW FROM CLEVELAND.
 BL1376'3.0 MILES NORTH ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BL1376'RAILROAD STATION AT CLEVELAND, THENCE 1.7 MILES NORTHWEST ALONG A DIRT
 BL1376'ROAD, 38.0 FEET EAST OF A 12-INCH OAK TREE, 29.0 FEET SOUTHWEST OF AND
 BL1376'LEVEL WITH THE CENTER LINE OF THE ROAD, 4.0 FEET WEST OF A LARGE PINE
 BL1376'STUMP, 2.0 FEET NORTH OF A 4 X 4 IN. MARKER POST, SET IN THE TOP OF A
 BL1376'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1120 ***********************************************************************
 BL1120  DESIGNATION -  N 981
 BL1120  PID         -  BL1120
 BL1120  STATE/COUNTY-  TX/SAN JACINTO
 BL1120  USGS QUAD   -  COLDSPRING (1997)
 BL1120
 BL1120                         *CURRENT SURVEY CONTROL
 BL1120  ___________________________________________________________________
 BL1120* NAD 83(1986)-  30 36 33.     (N)    095 09 32.     (W)     SCALED    
 BL1120* NAVD 88     -        87.02   (+/-2cm)     285.5    (feet)  VERTCON   
 BL1120  ___________________________________________________________________
 BL1120  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL1120
 BL1120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1120
 BL1120.The horizontal coordinates were scaled from a topographic map and have
 BL1120.an estimated accuracy of +/- 6 seconds.
 BL1120
 BL1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1120.The vertical order pertains to the NGVD 29 superseded value.
 BL1120
 BL1120.The geoid height was determined by GEOID03.
 BL1120
 BL1120;                    North         East    Units  Estimated Accuracy
 BL1120;SPC TX C     - 3,116,020.    1,195,960.      MT  (+/- 180 meters Scaled)
 BL1120
 BL1120                          SUPERSEDED SURVEY CONTROL
 BL1120
 BL1120  NGVD 29 (??/??/92)   87.030  (m)          285.53   (f) ADJ UNCH    2 0
 BL1120
 BL1120.Superseded values are not recommended for survey control.
 BL1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1120.See file dsdata.txt to determine how the superseded data were derived.
 BL1120
 BL1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP930882(NAD 83)
 BL1120_MARKER: DB = BENCH MARK DISK
 BL1120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1120_SP_SET: CULVERT
 BL1120_STAMPING: N 981 1947
 BL1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1120
 BL1120  HISTORY     - Date     Condition        Report By
 BL1120  HISTORY     - 1947     MONUMENTED       CGS
 BL1120
 BL1120                          STATION DESCRIPTION
 BL1120
 BL1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1120'2.2 MI NW FROM COLDSPRING.
 BL1120'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1120'COLDSPRING, THENCE 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 156, 11.8
 BL1120'FEET NORTH OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY,
 BL1120'SET IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE NORTH HEADWALL
 BL1120'OF A 4 X 4 FT. CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1346 ***********************************************************************
 BL1346  DESIGNATION -  N 982
 BL1346  PID         -  BL1346
 BL1346  STATE/COUNTY-  TX/MONTGOMERY
 BL1346  USGS QUAD   -  WILLIS (1997)
 BL1346
 BL1346                         *CURRENT SURVEY CONTROL
 BL1346  ___________________________________________________________________
 BL1346* NAD 83(1986)-  30 26 06.     (N)    095 24 53.     (W)     SCALED    
 BL1346* NAVD 88     -        82.12   (+/-2cm)     269.4    (feet)  VERTCON   
 BL1346  ___________________________________________________________________
 BL1346  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1346
 BL1346  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1346
 BL1346.The horizontal coordinates were scaled from a topographic map and have
 BL1346.an estimated accuracy of +/- 6 seconds.
 BL1346
 BL1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1346.The vertical order pertains to the NGVD 29 superseded value.
 BL1346
 BL1346.The geoid height was determined by GEOID03.
 BL1346
 BL1346;                    North         East    Units  Estimated Accuracy
 BL1346;SPC TX C     - 3,095,620.    1,172,310.      MT  (+/- 180 meters Scaled)
 BL1346
 BL1346                          SUPERSEDED SURVEY CONTROL
 BL1346
 BL1346  NGVD 29 (??/??/92)   82.129  (m)          269.45   (f) ADJ UNCH    2 0
 BL1346
 BL1346.Superseded values are not recommended for survey control.
 BL1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1346.See file dsdata.txt to determine how the superseded data were derived.
 BL1346
 BL1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP680694(NAD 83)
 BL1346_MARKER: DB = BENCH MARK DISK
 BL1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1346_STAMPING: N 982 1947
 BL1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1346+STABILITY: SURFACE MOTION
 BL1346
 BL1346  HISTORY     - Date     Condition        Report By
 BL1346  HISTORY     - 1947     MONUMENTED       CGS
 BL1346
 BL1346                          STATION DESCRIPTION
 BL1346
 BL1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1346'4.1 MI E FROM WILLIS.
 BL1346'0.3 MILE SOUTH ALONG THE WILLIS-EVERGREEN ROAD FROM THE INTERNATIONAL
 BL1346'AND GREAT NORTHERN RAILROAD STATION AT WILLIS, THENCE 3.8 MILES EAST
 BL1346'ALONG THE WILLIS - EVERGREEN ROAD, AT THE TOP OF A SANDY KNOLL, 0.15
 BL1346'MILE EAST OF A JUNCTION WITH A ROAD LEADING SOUTH TO A FARMHOUSE, 95.0
 BL1346'FEET EAST OF A 30 INCH LONE OAK TREE, 48.0 FEET NORTH OF THE CENTER
 BL1346'LINE OF THE MAIN ROAD, 42.0 FEET WEST OF THE CENTER LINE OF A PRIVATE
 BL1346'DRIVEWAY LEADING NORTH, 2.0 FEET SOUTH OF THE NORTH RIGHT OF WAY
 BL1346'FENCE, 1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1346'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1746 ***********************************************************************
 BL1746  DESIGNATION -  N 983
 BL1746  PID         -  BL1746
 BL1746  STATE/COUNTY-  TX/WALKER
 BL1746  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1746
 BL1746                         *CURRENT SURVEY CONTROL
 BL1746  ___________________________________________________________________
 BL1746* NAD 83(1986)-  30 48 21.     (N)    095 41 00.     (W)     SCALED    
 BL1746* NAVD 88     -        96.26   (+/-2cm)     315.8    (feet)  VERTCON   
 BL1746  ___________________________________________________________________
 BL1746  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BL1746
 BL1746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1746
 BL1746.The horizontal coordinates were scaled from a topographic map and have
 BL1746.an estimated accuracy of +/- 6 seconds.
 BL1746
 BL1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1746.The vertical order pertains to the NGVD 29 superseded value.
 BL1746
 BL1746.The geoid height was determined by GEOID03.
 BL1746
 BL1746;                    North         East    Units  Estimated Accuracy
 BL1746;SPC TX C     - 3,135,580.    1,144,810.      MT  (+/- 180 meters Scaled)
 BL1746
 BL1746                          SUPERSEDED SURVEY CONTROL
 BL1746
 BL1746  NGVD 29 (??/??/92)   96.256  (m)          315.80   (f) ADJ UNCH    2 0
 BL1746
 BL1746.Superseded values are not recommended for survey control.
 BL1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1746.See file dsdata.txt to determine how the superseded data were derived.
 BL1746
 BL1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ432111(NAD 83)
 BL1746_MARKER: DB = BENCH MARK DISK
 BL1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1746_STAMPING: N 983 1947
 BL1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1746+STABILITY: SURFACE MOTION
 BL1746
 BL1746  HISTORY     - Date     Condition        Report By
 BL1746  HISTORY     - 1947     MONUMENTED       CGS
 BL1746  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1746
 BL1746                          STATION DESCRIPTION
 BL1746
 BL1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1746'11.5 MI NW FROM HUNTSVILLE.
 BL1746'TO REACH FROM THE COURT HOUSE AT HUNTSVILLE, PROCEED 10.5 MILES
 BL1746'NORTHWEST ALONG U.S. HIGHWAY NO.75 TO AN OLD ABANDONED GRADED DIRT
 BL1746'ROAD LEADING EAST, THENCE 0.4 MILE EAST AND 0.6 MILE NORTH ALONG AN
 BL1746'OLD ABANDONED GRADED DIRT ROAD.  BENCH MARK IS AT THE TOP OF A HILL
 BL1746'AND 0.15 MILE NORTH OF THE INTERSECTION OF THE ROAD AND A SMALL LEVEE,
 BL1746'47.0 FEET SOUTH OF A TRIANGULAR BLAZE ON A 1-FOOT HICKORY TREE, 18.0
 BL1746'FEET WEST OF THE CENTER OF THE ROAD, 2.0 FEET NORTH OF A REFERENCE
 BL1746'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BL1746'PROJECTING 0.3 FOOT.
 BL1746
 BL1746                          STATION RECOVERY (1996)
 BL1746
 BL1746'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1791 ***********************************************************************
 BL1791  DESIGNATION -  N 984
 BL1791  PID         -  BL1791
 BL1791  STATE/COUNTY-  TX/WALKER
 BL1791  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1791
 BL1791                         *CURRENT SURVEY CONTROL
 BL1791  ___________________________________________________________________
 BL1791* NAD 83(1986)-  30 53 43.     (N)    095 32 25.     (W)     SCALED    
 BL1791* NAVD 88     -        61.62   (+/-2cm)     202.2    (feet)  VERTCON   
 BL1791  ___________________________________________________________________
 BL1791  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1791
 BL1791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1791
 BL1791.The horizontal coordinates were scaled from a topographic map and have
 BL1791.an estimated accuracy of +/- 6 seconds.
 BL1791
 BL1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1791.The vertical order pertains to the NGVD 29 superseded value.
 BL1791
 BL1791.The geoid height was determined by GEOID03.
 BL1791
 BL1791;                    North         East    Units  Estimated Accuracy
 BL1791;SPC TX C     - 3,146,070.    1,158,060.      MT  (+/- 180 meters Scaled)
 BL1791
 BL1791                          SUPERSEDED SURVEY CONTROL
 BL1791
 BL1791  NGVD 29 (??/??/92)   61.626  (m)          202.18   (f) ADJ UNCH    2 0
 BL1791
 BL1791.Superseded values are not recommended for survey control.
 BL1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1791.See file dsdata.txt to determine how the superseded data were derived.
 BL1791
 BL1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ571207(NAD 83)
 BL1791_MARKER: DB = BENCH MARK DISK
 BL1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1791_STAMPING: N 984 1947
 BL1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1791+STABILITY: SURFACE MOTION
 BL1791
 BL1791  HISTORY     - Date     Condition        Report By
 BL1791  HISTORY     - 1947     MONUMENTED       CGS
 BL1791  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1791
 BL1791                          STATION DESCRIPTION
 BL1791
 BL1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1791'17.05 MI N FROM HUNTSVILLE.
 BL1791'10.1 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1791'AT HUNTSVILLE, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE 6.65
 BL1791'MILES NORTHEAST ALONG AN OLD DIRT ROAD, ON THE OUTSIDE OF A SHARP
 BL1791'CURVE IN THE ROAD, 0.25 MILE SOUTHWEST OF A WOODEN GATE ACROSS THE
 BL1791'ROAD, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 BL1791'NORTHWEST OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 BL1791'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BL1791
 BL1791                          STATION RECOVERY (1996)
 BL1791
 BL1791'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0435 ***********************************************************************
 BZ0435  DESIGNATION -  N 985
 BZ0435  PID         -  BZ0435
 BZ0435  STATE/COUNTY-  TX/MADISON
 BZ0435  USGS QUAD   -  NORMANGEE (1982)
 BZ0435
 BZ0435                         *CURRENT SURVEY CONTROL
 BZ0435  ___________________________________________________________________
 BZ0435* NAD 83(1986)-  31 01 03.     (N)    096 06 43.     (W)     SCALED    
 BZ0435* NAVD 88     -       116.42   (+/-2cm)     382.0    (feet)  VERTCON   
 BZ0435  ___________________________________________________________________
 BZ0435  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BZ0435
 BZ0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0435
 BZ0435.The horizontal coordinates were scaled from a topographic map and have
 BZ0435.an estimated accuracy of +/- 6 seconds.
 BZ0435
 BZ0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0435.The vertical order pertains to the NGVD 29 superseded value.
 BZ0435
 BZ0435.The geoid height was determined by GEOID03.
 BZ0435
 BZ0435;                    North         East    Units  Estimated Accuracy
 BZ0435;SPC TX C     - 3,157,390.    1,102,940.      MT  (+/- 180 meters Scaled)
 BZ0435
 BZ0435                          SUPERSEDED SURVEY CONTROL
 BZ0435
 BZ0435  NGVD 29 (??/??/92)  116.394  (m)          381.87   (f) ADJ UNCH    2 0
 BZ0435
 BZ0435.Superseded values are not recommended for survey control.
 BZ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0435.See file dsdata.txt to determine how the superseded data were derived.
 BZ0435
 BZ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV757351(NAD 83)
 BZ0435_MARKER: DB = BENCH MARK DISK
 BZ0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0435_STAMPING: N 985 1947
 BZ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0435+STABILITY: SURFACE MOTION
 BZ0435
 BZ0435  HISTORY     - Date     Condition        Report By
 BZ0435  HISTORY     - 1947     MONUMENTED       CGS
 BZ0435
 BZ0435                          STATION DESCRIPTION
 BZ0435
 BZ0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0435'0.9 MI S FROM NORMANGEE.
 BZ0435'ABOUT 0.9 OF A MILE SOUTH ALONG THE BURLINGTON-ROCK ISLAND RAILROAD
 BZ0435'FROM THE STATION AT NORMANGEE. THE MARK IS ABOUT 47 YARDS SOUTHEAST OF
 BZ0435'A GATE AND ACROSS THE ROAD FROM IT, 64 FEET NORTH OF A POLE, 62 FEET
 BZ0435'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 51 FEET WEST OF AND 3
 BZ0435'FEET LOWER THAN THE CENTER LINE OF THE TRACK, 5 FEET EAST OF A FENCE,
 BZ0435'AND 2 FEET SOUTH OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP
 BZ0435'OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 BZ0435'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0985 ***********************************************************************
 BL0985  DESIGNATION -  N 986
 BL0985  PID         -  BL0985
 BL0985  STATE/COUNTY-  TX/SAN JACINTO
 BL0985  USGS QUAD   -  CARLISLE (1972)
 BL0985
 BL0985                         *CURRENT SURVEY CONTROL
 BL0985  ___________________________________________________________________
 BL0985* NAD 83(1986)-  30 45 11.     (N)    095 09 21.     (W)     SCALED    
 BL0985* NAVD 88     -        33.26   (+/-2cm)     109.1    (feet)  VERTCON   
 BL0985  ___________________________________________________________________
 BL0985  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL0985
 BL0985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0985
 BL0985.The horizontal coordinates were scaled from a topographic map and have
 BL0985.an estimated accuracy of +/- 6 seconds.
 BL0985
 BL0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0985.The vertical order pertains to the NGVD 29 superseded value.
 BL0985
 BL0985.The geoid height was determined by GEOID03.
 BL0985
 BL0985;                    North         East    Units  Estimated Accuracy
 BL0985;SPC TX C     - 3,131,970.    1,195,510.      MT  (+/- 180 meters Scaled)
 BL0985
 BL0985                          SUPERSEDED SURVEY CONTROL
 BL0985
 BL0985  NGVD 29 (??/??/92)   33.284  (m)          109.20   (f) ADJ UNCH    2 0
 BL0985
 BL0985.Superseded values are not recommended for survey control.
 BL0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0985.See file dsdata.txt to determine how the superseded data were derived.
 BL0985
 BL0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ936042(NAD 83)
 BL0985_MARKER: DB = BENCH MARK DISK
 BL0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0985_STAMPING: N 986 1947
 BL0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0985+STABILITY: SURFACE MOTION
 BL0985
 BL0985  HISTORY     - Date     Condition        Report By
 BL0985  HISTORY     - 1947     MONUMENTED       CGS
 BL0985
 BL0985                          STATION DESCRIPTION
 BL0985
 BL0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0985'3.4 MI E FROM POINT BLANK.
 BL0985'3.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT POINT
 BL0985'BLANK, NEAR THE SOUTHWEST CORNER OF A SMALL LAKE, 56.0 FEET NORTH OF
 BL0985'AND 4.0 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 56.0 FEET
 BL0985'SOUTH OF THE SOUTH EDGE OF THE LAKE, 1.5 FEET WEST OF A WITNESS POST,
 BL0985'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 BL0985'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1681 ***********************************************************************
 BL1681  DESIGNATION -  N 987
 BL1681  PID         -  BL1681
 BL1681  STATE/COUNTY-  TX/WALKER
 BL1681  USGS QUAD   -  HUNTSVILLE (1976)
 BL1681
 BL1681                         *CURRENT SURVEY CONTROL
 BL1681  ___________________________________________________________________
 BL1681* NAD 83(1986)-  30 43 48.     (N)    095 33 58.     (W)     SCALED    
 BL1681* NAVD 88     -       119.86   (+/-2cm)     393.2    (feet)  VERTCON   
 BL1681  ___________________________________________________________________
 BL1681  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BL1681
 BL1681  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1681
 BL1681.The horizontal coordinates were scaled from a topographic map and have
 BL1681.an estimated accuracy of +/- 6 seconds.
 BL1681
 BL1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1681.The vertical order pertains to the NGVD 29 superseded value.
 BL1681
 BL1681.The geoid height was determined by GEOID03.
 BL1681
 BL1681;                    North         East    Units  Estimated Accuracy
 BL1681;SPC TX C     - 3,127,660.    1,156,380.      MT  (+/- 180 meters Scaled)
 BL1681
 BL1681                          SUPERSEDED SURVEY CONTROL
 BL1681
 BL1681  NGVD 29 (??/??/92)  119.863  (m)          393.25   (f) ADJ UNCH    2 0
 BL1681
 BL1681.Superseded values are not recommended for survey control.
 BL1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1681.See file dsdata.txt to determine how the superseded data were derived.
 BL1681
 BL1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ542024(NAD 83)
 BL1681_MARKER: DB = BENCH MARK DISK
 BL1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1681_STAMPING: N 987 1947
 BL1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1681+STABILITY: SURFACE MOTION
 BL1681
 BL1681  HISTORY     - Date     Condition        Report By
 BL1681  HISTORY     - 1947     MONUMENTED       CGS
 BL1681  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1681
 BL1681                          STATION DESCRIPTION
 BL1681
 BL1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1681'1.2 MI NW FROM HUNTSVILLE.
 BL1681'1.2 MILE NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE COURT HOUSE AT
 BL1681'HUNTSVILLE, DIRECTLY ACROSS THE HIGHWAY FROM AND IN LINE WITH THE
 BL1681'CENTER OF A STORE AND SERVICE STATION, 102.0 FEET SOUTHEAST OF THE
 BL1681'CENTER OF A STEEL CATTLE GUARD WHICH IS ACROSS A PRIVATE ROAD LEADING
 BL1681'SOUTHWEST TO A HOUSE, 41.5 FEET SOUTHWEST OF THE CENTER OF THE
 BL1681'HIGHWAY, 2.5 FEET NORTHWEST OF A REFERENCE POST, 1.2 FOOT NORTHEAST OF
 BL1681'A WHITE FENCE WHICH IS MADE OF 4X4 INCH WOODEN TIMBERS, SET IN A
 BL1681'CONCRETE POST ABOUT 2 FEET ABOVE THE HIGHWAY AND PROJECTING 0.3 FOOT.
 BL1681
 BL1681                          STATION RECOVERY (1996)
 BL1681
 BL1681'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1393 ***********************************************************************
 BL1393  DESIGNATION -  N 989
 BL1393  PID         -  BL1393
 BL1393  STATE/COUNTY-  TX/SAN JACINTO
 BL1393  USGS QUAD   -  CONROE NE (1976)
 BL1393
 BL1393                         *CURRENT SURVEY CONTROL
 BL1393  ___________________________________________________________________
 BL1393* NAD 83(1986)-  30 29 15.     (N)    095 20 43.     (W)     SCALED    
 BL1393* NAVD 88     -       116.83   (+/-2cm)     383.3    (feet)  VERTCON   
 BL1393  ___________________________________________________________________
 BL1393  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1393
 BL1393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1393
 BL1393.The horizontal coordinates were scaled from a topographic map and have
 BL1393.an estimated accuracy of +/- 6 seconds.
 BL1393
 BL1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1393.The vertical order pertains to the NGVD 29 superseded value.
 BL1393
 BL1393.The geoid height was determined by GEOID03.
 BL1393
 BL1393;                    North         East    Units  Estimated Accuracy
 BL1393;SPC TX C     - 3,101,730.    1,178,710.      MT  (+/- 180 meters Scaled)
 BL1393
 BL1393                          SUPERSEDED SURVEY CONTROL
 BL1393
 BL1393  NGVD 29 (??/??/92)  116.834  (m)          383.31   (f) ADJ UNCH    2 0
 BL1393
 BL1393.Superseded values are not recommended for survey control.
 BL1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1393.See file dsdata.txt to determine how the superseded data were derived.
 BL1393
 BL1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP748751(NAD 83)
 BL1393_MARKER: DB = BENCH MARK DISK
 BL1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1393_STAMPING: N 989 1947
 BL1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1393+STABILITY: SURFACE MOTION
 BL1393
 BL1393  HISTORY     - Date     Condition        Report By
 BL1393  HISTORY     - 1947     MONUMENTED       CGS
 BL1393
 BL1393                          STATION DESCRIPTION
 BL1393
 BL1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1393'9.9 MI SW FROM EVERGREEN.
 BL1393'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1393'EVERGREEN, THENCE 0.9 MILE SOUTH ALONG A DIM TRAIL, THENCE 0.1 MILE
 BL1393'WEST ALONG A DIM TRAIL, THENCE 0.3 MILE SOUTH ALONG A DIM TRAIL TO A
 BL1393'FORK IN THE TRAIL, THENCE 1.7 MILES SOUTH ALONG A DIM TRAIL, 27.0 FEET
 BL1393'NORTHWEST OF A 20 INCH TRIANGULAR BLAZED OAK TREE, 26.0 FEET SOUTHEAST
 BL1393'OF A 10 INCH TRIANGULAR BLAZED PINE TREE, 15.0 FEET NORTHEAST OF AND
 BL1393'1.0 FOOT HIGHER THAN THE CENTER LINE OF THE TRAIL, 3.0 FEET NORTHWEST
 BL1393'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 BL1393'INCHES AB OVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0940 ***********************************************************************
 CR0940  DESIGNATION -  N 990
 CR0940  PID         -  CR0940
 CR0940  STATE/COUNTY-  TX/VAN ZANDT
 CR0940  USGS QUAD   -  VAN (1981)
 CR0940
 CR0940                         *CURRENT SURVEY CONTROL
 CR0940  ___________________________________________________________________
 CR0940* NAD 83(1986)-  32 35 15.     (N)    095 41 29.     (W)     SCALED    
 CR0940* NAVD 88     -       149.068  (meters)     489.07   (feet)  ADJUSTED  
 CR0940  ___________________________________________________________________
 CR0940  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0940  DYNAMIC HT  -         148.898 (meters)     488.51  (feet)  COMP
 CR0940  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 CR0940
 CR0940  VERT ORDER  -  SECOND    CLASS 0
 CR0940
 CR0940.The horizontal coordinates were scaled from a topographic map and have
 CR0940.an estimated accuracy of +/- 6 seconds.
 CR0940
 CR0940.The orthometric height was determined by differential leveling
 CR0940.and adjusted by the National Geodetic Survey in June 1991..
 CR0940
 CR0940.The geoid height was determined by GEOID03.
 CR0940
 CR0940.The dynamic height is computed by dividing the NAVD 88
 CR0940.geopotential number by the normal gravity value computed on the
 CR0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0940.degrees latitude (g = 980.6199 gals.).
 CR0940
 CR0940.The modeled gravity was interpolated from observed gravity values.
 CR0940
 CR0940;                    North         East    Units  Estimated Accuracy
 CR0940;SPC TXNC     - 2,105,640.      863,630.      MT  (+/- 180 meters Scaled)
 CR0940
 CR0940                          SUPERSEDED SURVEY CONTROL
 CR0940
 CR0940  NGVD 29 (??/??/92)  149.085  (m)          489.12   (f) ADJ UNCH    2 0
 CR0940
 CR0940.Superseded values are not recommended for survey control.
 CR0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0940.See file dsdata.txt to determine how the superseded data were derived.
 CR0940
 CR0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS473087(NAD 83)
 CR0940_MARKER: DB = BENCH MARK DISK
 CR0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0940_STAMPING: N 990 1948
 CR0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0940+STABILITY: SURFACE MOTION
 CR0940
 CR0940  HISTORY     - Date     Condition        Report By
 CR0940  HISTORY     - 1948     MONUMENTED       CGS
 CR0940  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0940  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0940  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0940
 CR0940                          STATION DESCRIPTION
 CR0940
 CR0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0940'6.6 MI NE FROM COLFAX.
 CR0940'0.1 MILE EAST ALONG A DIRT STREET FROM THE METHODIST CHURCH AT COLFAX,
 CR0940'THENCE 3.4 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 3.1 MILES
 CR0940'NORTH ALONG A GRAVELED ROAD, 0.15 MILE SOUTH OF A CONCRETE CULVERT,
 CR0940'135.5 FEET OF THE CENTER OF A WELL, 115.0 FEET WEST SOUTHWEST OF THE
 CR0940'SOUTHWEST CORNER OF AN ABANDONED FARMHOUSE, 47.0 FEET EAST OF THE
 CR0940'CENTER LINE OF THE ROAD, 27.3 FEET NORTHEAST OF A POWER POLE, 2.2 FEET
 CR0940'WEST OF A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF
 CR0940'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0940
 CR0940                          STATION RECOVERY (1995)
 CR0940
 CR0940'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0940'MARK NOT FOUND.
 CR0940
 CR0940                          STATION RECOVERY (2004)
 CR0940
 CR0940'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0940'MARK NOT FOUND.
 CR0940
 CR0940                          STATION RECOVERY (2005)
 CR0940
 CR0940'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0908 ***********************************************************************
 CR0908  DESIGNATION -  N 991
 CR0908  PID         -  CR0908
 CR0908  STATE/COUNTY-  TX/SMITH
 CR0908  USGS QUAD   -  VAN LAKE (1981)
 CR0908
 CR0908                         *CURRENT SURVEY CONTROL
 CR0908  ___________________________________________________________________
 CR0908* NAD 83(1986)-  32 35 01.     (N)    095 35 00.     (W)     SCALED    
 CR0908* NAVD 88     -       133.826  (meters)     439.06   (feet)  ADJUSTED  
 CR0908  ___________________________________________________________________
 CR0908  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR0908  DYNAMIC HT  -         133.672 (meters)     438.56  (feet)  COMP
 CR0908  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 CR0908
 CR0908  VERT ORDER  -  SECOND    CLASS 0
 CR0908
 CR0908.The horizontal coordinates were scaled from a topographic map and have
 CR0908.an estimated accuracy of +/- 6 seconds.
 CR0908
 CR0908.The orthometric height was determined by differential leveling
 CR0908.and adjusted by the National Geodetic Survey in June 1991..
 CR0908
 CR0908.The geoid height was determined by GEOID03.
 CR0908
 CR0908.The dynamic height is computed by dividing the NAVD 88
 CR0908.geopotential number by the normal gravity value computed on the
 CR0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0908.degrees latitude (g = 980.6199 gals.).
 CR0908
 CR0908.The modeled gravity was interpolated from observed gravity values.
 CR0908
 CR0908;                    North         East    Units  Estimated Accuracy
 CR0908;SPC TXNC     - 2,105,480.      873,780.      MT  (+/- 180 meters Scaled)
 CR0908
 CR0908                          SUPERSEDED SURVEY CONTROL
 CR0908
 CR0908  NGVD 29 (??/??/92)  133.847  (m)          439.13   (f) ADJ UNCH    2 0
 CR0908
 CR0908.Superseded values are not recommended for survey control.
 CR0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0908.See file dsdata.txt to determine how the superseded data were derived.
 CR0908
 CR0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS575080(NAD 83)
 CR0908_MARKER: DB = BENCH MARK DISK
 CR0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0908_SP_SET: FOUNDATION
 CR0908_STAMPING: N 991 1948
 CR0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0908+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0908
 CR0908  HISTORY     - Date     Condition        Report By
 CR0908  HISTORY     - 1948     MONUMENTED       CGS
 CR0908  HISTORY     - 19960420 GOOD             USPSQD
 CR0908  HISTORY     - 20040605 GOOD             USPSQD
 CR0908  HISTORY     - 20050712 GOOD             USPSQD
 CR0908
 CR0908                          STATION DESCRIPTION
 CR0908
 CR0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0908'IN JAMESTOWN.
 CR0908'AT JAMESTOWN, 0.45 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE CHURCH OF
 CR0908'CHRIST, 124 YARDS (PACED) SOUTH OF JACKSONS FOOD STORE, 113.0 FEET
 CR0908'EAST OF THE CENTER LINE OF THE ROAD, 21 YARDS (PACED) WEST OF THE WEST
 CR0908'EDGE OF A STOCK POND, 13.0 FEET EAST SOUTHEAST OF A 14-INCH SYCAMORE
 CR0908'TREE, SET IN THE TOP OF A LARGE PROMINENT CONCRETE BLOCK (A PORTION OF
 CR0908'THE CONCRETE FOUNDATION OF AN ABANDONED COTTON GIN), 4.3 FEET EAST OF
 CR0908'THE WEST EDGE OF THE BLOCK, AND 1.2 FEET SOUTH OF THE NORTH EDGE OF
 CR0908'THE BLOCK WHICH PROJECTS 1.5 FEET ABOVE THE GROUND.
 CR0908
 CR0908                          STATION RECOVERY (1996)
 CR0908
 CR0908'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0908'RECOVERED IN GOOD CONDITION.
 CR0908
 CR0908                          STATION RECOVERY (2004)
 CR0908
 CR0908'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0908'RECOVERED IN GOOD CONDITION.
 CR0908
 CR0908                          STATION RECOVERY (2005)
 CR0908
 CR0908'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0883 ***********************************************************************
 CR0883  DESIGNATION -  N 992
 CR0883  PID         -  CR0883
 CR0883  STATE/COUNTY-  TX/VAN ZANDT
 CR0883  USGS QUAD   -  GRAND SALINE (1981)
 CR0883
 CR0883                         *CURRENT SURVEY CONTROL
 CR0883  ___________________________________________________________________
 CR0883* NAD 83(1986)-  32 40 23.     (N)    095 44 22.     (W)     SCALED    
 CR0883* NAVD 88     -       139.901  (meters)     458.99   (feet)  ADJUSTED  
 CR0883  ___________________________________________________________________
 CR0883  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CR0883  DYNAMIC HT  -         139.743 (meters)     458.47  (feet)  COMP
 CR0883  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 CR0883
 CR0883  VERT ORDER  -  SECOND    CLASS 0
 CR0883
 CR0883.The horizontal coordinates were scaled from a topographic map and have
 CR0883.an estimated accuracy of +/- 6 seconds.
 CR0883
 CR0883.The orthometric height was determined by differential leveling
 CR0883.and adjusted by the National Geodetic Survey in June 1991..
 CR0883
 CR0883.The geoid height was determined by GEOID03.
 CR0883
 CR0883.The dynamic height is computed by dividing the NAVD 88
 CR0883.geopotential number by the normal gravity value computed on the
 CR0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0883.degrees latitude (g = 980.6199 gals.).
 CR0883
 CR0883.The modeled gravity was interpolated from observed gravity values.
 CR0883
 CR0883;                    North         East    Units  Estimated Accuracy
 CR0883;SPC TXNC     - 2,115,000.      858,870.      MT  (+/- 180 meters Scaled)
 CR0883
 CR0883                          SUPERSEDED SURVEY CONTROL
 CR0883
 CR0883  NGVD 29 (??/??/92)  139.919  (m)          459.05   (f) ADJ UNCH    2 0
 CR0883
 CR0883.Superseded values are not recommended for survey control.
 CR0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0883.See file dsdata.txt to determine how the superseded data were derived.
 CR0883
 CR0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS431183(NAD 83)
 CR0883_MARKER: DB = BENCH MARK DISK
 CR0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0883_STAMPING: N 992 1948
 CR0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0883+STABILITY: SURFACE MOTION
 CR0883
 CR0883  HISTORY     - Date     Condition        Report By
 CR0883  HISTORY     - 1948     MONUMENTED       CGS
 CR0883  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0883
 CR0883                          STATION DESCRIPTION
 CR0883
 CR0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0883'1.75 MI W FROM GRAND SALINE.
 CR0883'1.75 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION
 CR0883'AT GRAND SALINE, AT A PRIVATE ROAD CROSSING, 125.0 FEET SOUTHEAST OF
 CR0883'THE CENTER OF THE CROSSING, 86.6 FEET NORTH OF THE NORTHEAST CORNER OF
 CR0883'A RAILWAY LABORERS BARRACKS, 37.9 FEET SOUTH OF THE SOUTH RAIL OF THE
 CR0883'TRACK, 2.0 FEET WEST OF THE FOURTH POLE EAST OF MILEPOST 151 AND IN
 CR0883'LINE WITH THE ROW OF POLES, SET IN THE TOP OF A CONCRETE POST
 CR0883'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0883
 CR0883                          STATION RECOVERY (1995)
 CR0883
 CR0883'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0678 ***********************************************************************
 CR0678  DESIGNATION -  N 993
 CR0678  PID         -  CR0678
 CR0678  STATE/COUNTY-  TX/HENDERSON
 CR0678  USGS QUAD   -  MURCHISON WEST (1984)
 CR0678
 CR0678                         *CURRENT SURVEY CONTROL
 CR0678  ___________________________________________________________________
 CR0678* NAD 83(1986)-  32 20 27.     (N)    095 50 50.     (W)     SCALED    
 CR0678* NAVD 88     -       145.454  (meters)     477.21   (feet)  ADJUSTED  
 CR0678  ___________________________________________________________________
 CR0678  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0678  DYNAMIC HT  -         145.285 (meters)     476.66  (feet)  COMP
 CR0678  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 CR0678
 CR0678  VERT ORDER  -  SECOND    CLASS 0
 CR0678
 CR0678.The horizontal coordinates were scaled from a topographic map and have
 CR0678.an estimated accuracy of +/- 6 seconds.
 CR0678
 CR0678.The orthometric height was determined by differential leveling
 CR0678.and adjusted by the National Geodetic Survey in June 1991..
 CR0678
 CR0678.The geoid height was determined by GEOID03.
 CR0678
 CR0678.The dynamic height is computed by dividing the NAVD 88
 CR0678.geopotential number by the normal gravity value computed on the
 CR0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0678.degrees latitude (g = 980.6199 gals.).
 CR0678
 CR0678.The modeled gravity was interpolated from observed gravity values.
 CR0678
 CR0678;                    North         East    Units  Estimated Accuracy
 CR0678;SPC TXNC     - 2,077,910.      849,700.      MT  (+/- 180 meters Scaled)
 CR0678
 CR0678                          SUPERSEDED SURVEY CONTROL
 CR0678
 CR0678  NGVD 29 (??/??/92)  145.465  (m)          477.25   (f) ADJ UNCH    2 0
 CR0678
 CR0678.Superseded values are not recommended for survey control.
 CR0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0678.See file dsdata.txt to determine how the superseded data were derived.
 CR0678
 CR0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR320817(NAD 83)
 CR0678_MARKER: DB = BENCH MARK DISK
 CR0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0678_STAMPING: N 993 1948
 CR0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0678+STABILITY: SURFACE MOTION
 CR0678
 CR0678  HISTORY     - Date     Condition        Report By
 CR0678  HISTORY     - 1948     MONUMENTED       CGS
 CR0678  HISTORY     - 20040608 MARK NOT FOUND   USPSQD
 CR0678
 CR0678                          STATION DESCRIPTION
 CR0678
 CR0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0678'9.5 MI N FROM ATHENS.
 CR0678'9.5 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0678'188.2 FEET SOUTH OF THE SOUTH END OF A WOODEN GATE ACROSS A PRIVATE
 CR0678'ROAD LEADING WEST TO A CORRAL, 99.0 FEET SOUTH OF THE CREST OF A RISE,
 CR0678'59.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT EAST OF A
 CR0678'CONCRETE RIGHT-OF-WAY POST SET IN A FENCE LINE, SET IN THE TOP OF A
 CR0678'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0678
 CR0678                          STATION RECOVERY (2004)
 CR0678
 CR0678'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0138 ***********************************************************************
 BY0138  DESIGNATION -  N 995
 BY0138  PID         -  BY0138
 BY0138  STATE/COUNTY-  TX/SHELBY
 BY0138  USGS QUAD   -  ARCADIA (1984)
 BY0138
 BY0138                         *CURRENT SURVEY CONTROL
 BY0138  ___________________________________________________________________
 BY0138* NAD 83(1986)-  31 51 01.     (N)    094 20 53.     (W)     SCALED    
 BY0138* NAVD 88     -       140.18   (+/-2cm)     459.9    (feet)  VERTCON   
 BY0138  ___________________________________________________________________
 BY0138  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY0138
 BY0138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0138
 BY0138.The horizontal coordinates were scaled from a topographic map and have
 BY0138.an estimated accuracy of +/- 6 seconds.
 BY0138
 BY0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0138.The vertical order pertains to the NGVD 29 superseded value.
 BY0138
 BY0138.The geoid height was determined by GEOID03.
 BY0138
 BY0138;                    North         East    Units  Estimated Accuracy
 BY0138;SPC TX C     - 3,257,310.    1,266,210.      MT  (+/- 180 meters Scaled)
 BY0138
 BY0138                          SUPERSEDED SURVEY CONTROL
 BY0138
 BY0138  NGVD 29 (??/??/92)  140.194  (m)          459.95   (f) ADJ UNCH    2 0
 BY0138
 BY0138.Superseded values are not recommended for survey control.
 BY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0138.See file dsdata.txt to determine how the superseded data were derived.
 BY0138
 BY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR724246(NAD 83)
 BY0138_MARKER: DB = BENCH MARK DISK
 BY0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0138_STAMPING: N 995 1949
 BY0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0138+STABILITY: SURFACE MOTION
 BY0138
 BY0138  HISTORY     - Date     Condition        Report By
 BY0138  HISTORY     - 1949     MONUMENTED       CGS
 BY0138
 BY0138                          STATION DESCRIPTION
 BY0138
 BY0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0138'4.95 MI SE FROM TIMPSON.
 BY0138'4.95 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND NEW
 BY0138'ORLEANS RAILROAD STATION AT TIMPSON, 0.05 MILE NORTHWEST OF GRADY
 BY0138'RHODES FARM HOME, AT TOP OF A GRADE, 36.0 FEET NORTHEAST OF THE CENTER
 BY0138'LINE OF THE HIGHWAY, 32.5 FEET NORTHWEST OF A 14-INCH PINE TREE, 21.4
 BY0138'FEET EAST OF A 10-INCH OAK TREE, 11.6 FEET SOUTHEAST OF THE CENTER OF
 BY0138'A GATE IN WOODS ROAD LEADING NORTHEAST, 1.9 FEET NORTHWEST OF A
 BY0138'REFERENCE POST, 1.0 FOOT SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A
 BY0138'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0104 ***********************************************************************
 CS0104  DESIGNATION -  N 996
 CS0104  PID         -  CS0104
 CS0104  STATE/COUNTY-  TX/KAUFMAN
 CS0104  USGS QUAD   -  KAUFMAN (1963)
 CS0104
 CS0104                         *CURRENT SURVEY CONTROL
 CS0104  ___________________________________________________________________
 CS0104* NAD 83(1986)-  32 34 17.     (N)    096 18 41.     (W)     SCALED    
 CS0104* NAVD 88     -       135.965  (meters)     446.08   (feet)  ADJUSTED  
 CS0104  ___________________________________________________________________
 CS0104  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0104  DYNAMIC HT  -         135.813 (meters)     445.58  (feet)  COMP
 CS0104  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CS0104
 CS0104  VERT ORDER  -  SECOND    CLASS 0
 CS0104
 CS0104.The horizontal coordinates were scaled from a topographic map and have
 CS0104.an estimated accuracy of +/- 6 seconds.
 CS0104
 CS0104.The orthometric height was determined by differential leveling
 CS0104.and adjusted by the National Geodetic Survey in June 1991..
 CS0104
 CS0104.The geoid height was determined by GEOID03.
 CS0104
 CS0104.The dynamic height is computed by dividing the NAVD 88
 CS0104.geopotential number by the normal gravity value computed on the
 CS0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0104.degrees latitude (g = 980.6199 gals.).
 CS0104
 CS0104.The modeled gravity was interpolated from observed gravity values.
 CS0104
 CS0104;                    North         East    Units  Estimated Accuracy
 CS0104;SPC TXNC     - 2,102,470.      805,480.      MT  (+/- 180 meters Scaled)
 CS0104
 CS0104                          SUPERSEDED SURVEY CONTROL
 CS0104
 CS0104  NGVD 29 (??/??/92)  135.967  (m)          446.09   (f) ADJ UNCH    2 0
 CS0104
 CS0104.Superseded values are not recommended for survey control.
 CS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0104.See file dsdata.txt to determine how the superseded data were derived.
 CS0104
 CS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB524069(NAD 83)
 CS0104_MARKER: DB = BENCH MARK DISK
 CS0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0104_STAMPING: N 996 1948
 CS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0104+STABILITY: SURFACE MOTION
 CS0104
 CS0104  HISTORY     - Date     Condition        Report By
 CS0104  HISTORY     - 1948     MONUMENTED       CGS
 CS0104  HISTORY     - 1961     GOOD             USGS
 CS0104
 CS0104                          STATION DESCRIPTION
 CS0104
 CS0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0104'1.25 MI S FROM KAUFMAN.
 CS0104'1.25 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURTHOUSE AT
 CS0104'KAUFMAN, 0.25 MILE SOUTHWEST OF THE JUNCTION OF U. S. HIGHWAY 175 AND
 CS0104'STATE HIGHWAY 34, 0.25 MILE NORTHEAST OF A ROAD INTERSECTION, AT THE
 CS0104'KAUFMAN AIRPORT, 60.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CS0104'HIGHWAY, 1.4 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER POST,
 CS0104'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CS0104'GROUND.
 CS0104
 CS0104                          STATION RECOVERY (1961)
 CS0104
 CS0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0969 ***********************************************************************
 CR0969  DESIGNATION -  N 997
 CR0969  PID         -  CR0969
 CR0969  STATE/COUNTY-  TX/VAN ZANDT
 CR0969  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0969
 CR0969                         *CURRENT SURVEY CONTROL
 CR0969  ___________________________________________________________________
 CR0969* NAD 83(1986)-  32 31 18.     (N)    095 53 55.     (W)     SCALED    
 CR0969* NAVD 88     -       171.613  (meters)     563.03   (feet)  ADJUSTED  
 CR0969  ___________________________________________________________________
 CR0969  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CR0969  DYNAMIC HT  -         171.417 (meters)     562.39  (feet)  COMP
 CR0969  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 CR0969
 CR0969  VERT ORDER  -  SECOND    CLASS 0
 CR0969
 CR0969.The horizontal coordinates were scaled from a topographic map and have
 CR0969.an estimated accuracy of +/- 6 seconds.
 CR0969
 CR0969.The orthometric height was determined by differential leveling
 CR0969.and adjusted by the National Geodetic Survey in June 1991..
 CR0969
 CR0969.The geoid height was determined by GEOID03.
 CR0969
 CR0969.The dynamic height is computed by dividing the NAVD 88
 CR0969.geopotential number by the normal gravity value computed on the
 CR0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0969.degrees latitude (g = 980.6199 gals.).
 CR0969
 CR0969.The modeled gravity was interpolated from observed gravity values.
 CR0969
 CR0969;                    North         East    Units  Estimated Accuracy
 CR0969;SPC TXNC     - 2,097,840.      844,370.      MT  (+/- 180 meters Scaled)
 CR0969
 CR0969                          SUPERSEDED SURVEY CONTROL
 CR0969
 CR0969  NGVD 29 (??/??/92)  171.621  (m)          563.06   (f) ADJ UNCH    2 0
 CR0969
 CR0969.Superseded values are not recommended for survey control.
 CR0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0969.See file dsdata.txt to determine how the superseded data were derived.
 CR0969
 CR0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS277019(NAD 83)
 CR0969_MARKER: DB = BENCH MARK DISK
 CR0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0969_STAMPING: N 997 1948
 CR0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0969+STABILITY: SURFACE MOTION
 CR0969
 CR0969  HISTORY     - Date     Condition        Report By
 CR0969  HISTORY     - 1948     MONUMENTED       CGS
 CR0969  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0969
 CR0969                          STATION DESCRIPTION
 CR0969
 CR0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0969'3.05 MI SW FROM CANTON.
 CR0969'3.05 MILES SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE COURTHOUSE AT
 CR0969'CANTON, 185 YARDS (PACED) SOUTHWEST OF A JUNCTION WITH A DIRT ROAD
 CR0969'LEADING SOUTHWEST, 187.0 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVE
 CR0969'LEADING TO A FARMHOUSE, 50.4 FEET NORTHWEST OF THE CENTER LINE OF THE
 CR0969'HIGHWAY, 1.1 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST,
 CR0969'1.0 FOOT SOUTHEAST OF A FENCE, 1.7 FEET SOUTHWEST OF A REFERENCE POST,
 CR0969'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CR0969'GROUND.
 CR0969
 CR0969                          STATION RECOVERY (1995)
 CR0969
 CR0969'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0637 ***********************************************************************
 CR0637  DESIGNATION -  N 998
 CR0637  PID         -  CR0637
 CR0637  STATE/COUNTY-  TX/VAN ZANDT
 CR0637  USGS QUAD   -  PHALBA (1984)
 CR0637
 CR0637                         *CURRENT SURVEY CONTROL
 CR0637  ___________________________________________________________________
 CR0637* NAD 83(1986)-  32 28 57.     (N)    095 55 48.     (W)     SCALED    
 CR0637* NAVD 88     -       148.043  (meters)     485.70   (feet)  ADJUSTED  
 CR0637  ___________________________________________________________________
 CR0637  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0637  DYNAMIC HT  -         147.874 (meters)     485.15  (feet)  COMP
 CR0637  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 CR0637
 CR0637  VERT ORDER  -  SECOND    CLASS 0
 CR0637
 CR0637.The horizontal coordinates were scaled from a topographic map and have
 CR0637.an estimated accuracy of +/- 6 seconds.
 CR0637
 CR0637.The orthometric height was determined by differential leveling
 CR0637.and adjusted by the National Geodetic Survey in June 1991..
 CR0637
 CR0637.The geoid height was determined by GEOID03.
 CR0637
 CR0637.The dynamic height is computed by dividing the NAVD 88
 CR0637.geopotential number by the normal gravity value computed on the
 CR0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0637.degrees latitude (g = 980.6199 gals.).
 CR0637
 CR0637.The modeled gravity was interpolated from observed gravity values.
 CR0637
 CR0637;                    North         East    Units  Estimated Accuracy
 CR0637;SPC TXNC     - 2,093,420.      841,520.      MT  (+/- 180 meters Scaled)
 CR0637
 CR0637                          SUPERSEDED SURVEY CONTROL
 CR0637
 CR0637  NGVD 29 (??/??/92)  148.052  (m)          485.73   (f) ADJ UNCH    2 0
 CR0637
 CR0637.Superseded values are not recommended for survey control.
 CR0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0637.See file dsdata.txt to determine how the superseded data were derived.
 CR0637
 CR0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR246977(NAD 83)
 CR0637_MARKER: DB = BENCH MARK DISK
 CR0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0637_STAMPING: N 998 1948
 CR0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0637+STABILITY: SURFACE MOTION
 CR0637
 CR0637  HISTORY     - Date     Condition        Report By
 CR0637  HISTORY     - 1948     MONUMENTED       CGS
 CR0637  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0637
 CR0637                          STATION DESCRIPTION
 CR0637
 CR0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0637'IN JACKSON.
 CR0637'AT JACKSON, 223.0 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 CR0637'198, 116.4 FEET EAST OF THE NORTHEAST CORNER OF THE ELEMENTARY SCHOOL
 CR0637'AND IN LINE WITH THE EXTENDED NORTH WALL OF THE SCHOOL BUILDING, 63.5
 CR0637'FEET SOUTH OF A POWER POLE, 1.3 FEET WEST OF A FENCE, 2.0 FEET SOUTH
 CR0637'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CR0637'0.5 FOOT ABOVE THE GROUND.
 CR0637
 CR0637                          STATION RECOVERY (1995)
 CR0637
 CR0637'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1489 ***********************************************************************
 BY1489  DESIGNATION -  N 999
 BY1489  PID         -  BY1489
 BY1489  STATE/COUNTY-  TX/HOUSTON
 BY1489  USGS QUAD   -  KENNARD (1951)
 BY1489
 BY1489                         *CURRENT SURVEY CONTROL
 BY1489  ___________________________________________________________________
 BY1489* NAD 83(1986)-  31 17 45.     (N)    095 09 06.     (W)     SCALED    
 BY1489* NAVD 88     -       102.34   (+/-2cm)     335.8    (feet)  VERTCON   
 BY1489  ___________________________________________________________________
 BY1489  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BY1489
 BY1489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1489
 BY1489.The horizontal coordinates were scaled from a topographic map and have
 BY1489.an estimated accuracy of +/- 6 seconds.
 BY1489
 BY1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1489.The vertical order pertains to the NGVD 29 superseded value.
 BY1489
 BY1489.The geoid height was determined by GEOID03.
 BY1489
 BY1489;                    North         East    Units  Estimated Accuracy
 BY1489;SPC TX C     - 3,192,090.    1,193,110.      MT  (+/- 180 meters Scaled)
 BY1489
 BY1489                          SUPERSEDED SURVEY CONTROL
 BY1489
 BY1489  NGVD 29 (??/??/92)  102.365  (m)          335.84   (f) ADJ UNCH    2 0
 BY1489
 BY1489.Superseded values are not recommended for survey control.
 BY1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1489.See file dsdata.txt to determine how the superseded data were derived.
 BY1489
 BY1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ952643(NAD 83)
 BY1489_MARKER: DB = BENCH MARK DISK
 BY1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1489_STAMPING: N 999 1948
 BY1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1489+STABILITY: SURFACE MOTION
 BY1489
 BY1489  HISTORY     - Date     Condition        Report By
 BY1489  HISTORY     - 1948     MONUMENTED       CGS
 BY1489
 BY1489                          STATION DESCRIPTION
 BY1489
 BY1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1489'5.50 MI E FROM KENNARD.
 BY1489'4.55 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 25
 BY1489'FROM THE FARMERS GUARANTEE STATE BANK AT KENNARD, THENCE 0.95 MILE
 BY1489'EAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 27, 40.7 FEET NORTH
 BY1489'OF THE CENTER LINE OF THE HIGHWAY, 15.7 FEET NORTHEAST OF AN 8-INCH
 BY1489'PINE TREE WITH A TRIANGULAR BLAZE, 7.9 FEET NORTH OF A FENCE CORNER,
 BY1489'1.9 FEET EAST OF A WIRE FENCE, 1.8 FEET WEST OF A REFERENCE POST, SET
 BY1489'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6897 ***********************************************************************
 AW6897  DESIGNATION -  N HOUSTON HL AND P CO TANK
 AW6897  PID         -  AW6897
 AW6897  STATE/COUNTY-  TX/HARRIS
 AW6897  USGS QUAD   -  SATSUMA (1982)
 AW6897
 AW6897                         *CURRENT SURVEY CONTROL
 AW6897  ___________________________________________________________________
 AW6897* NAD 83(1993)-  29 56 32.39336(N)    095 31 51.23415(W)     ADJUSTED  
 AW6897* NAVD 88     -                                                        
 AW6897  ___________________________________________________________________
 AW6897  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6897  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW6897
 AW6897  HORZ ORDER  -  THIRD
 AW6897
 AW6897.The horizontal coordinates were established by classical geodetic methods
 AW6897.and adjusted by the National Geodetic Survey in February 1996..
 AW6897
 AW6897
 AW6897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6897
 AW6897.The geoid height was determined by GEOID03.
 AW6897
 AW6897;                    North         East     Units Scale Factor Converg.
 AW6897;SPC TXSC     - 4,238,703.327   934,837.928   MT  0.99991928   +1 41 58.4
 AW6897;SPC TXSC     -13,906,479.17  3,067,047.44   sFT  0.99991928   +1 41 58.4
 AW6897;UTM  15      - 3,315,089.266   255,719.548   MT  1.00033630   -1 15 49.9
 AW6897
 AW6897                          SUPERSEDED SURVEY CONTROL
 AW6897
 AW6897  NAD 83(1986)-  29 56 32.40811(N)    095 31 51.21581(W) AD(       ) 4
 AW6897  NAD 27      -  29 56 31.60465(N)    095 31 50.42679(W) AD(       ) 3
 AW6897
 AW6897.Superseded values are not recommended for survey control.
 AW6897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6897.See file dsdata.txt to determine how the superseded data were derived.
 AW6897
 AW6897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5572015089(NAD 83)
 AW6897_MARKER: 53 = ELEVATED TANK
 AW6897
 AW6897  HISTORY     - Date     Condition        Report By
 AW6897  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6897  HISTORY     - 20040712 GOOD             USPSQD
 AW6897
 AW6897                          STATION DESCRIPTION
 AW6897
 AW6897'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6897'THE STATION IS LOCATED ABOUT 7-1/4 MILES SOUTH OF WESTFIELD AND 0.3
 AW6897'MILE SOUTHWEST OF FARM ROAD 1960.
 AW6897'
 AW6897'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 1960 AND FARM
 AW6897'ROAD 529, GO SOUTHEAST ON FARM ROAD 529 FOR 1.6 MILES TO THE T.H.
 AW6897'WHARTON GENERATING STATION AND THE WATER TANK ON THE RIGHT.
 AW6897'
 AW6897'THE STATION IS A LARGE METAL WATER TANK SUPPORTED BY 4 TUBULAR
 AW6897'LEGS.  THE OVER-ALL HEIGHT OF THE STRUCTURE IS 150 FEET AND IT IS
 AW6897'PAINTED SILVER IN COLOR.
 AW6897'
 AW6897'THE POINT INTERSECTED WAS THE FINIAL OF THE TANK.
 AW6897
 AW6897                          STATION RECOVERY (2004)
 AW6897
 AW6897'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6765 ***********************************************************************
 AW6765  DESIGNATION -  N HOUSTON KKH 54 RAD MAST
 AW6765  PID         -  AW6765
 AW6765  STATE/COUNTY-  TX/HARRIS
 AW6765  USGS QUAD   -  ALDINE (1995)
 AW6765
 AW6765                         *CURRENT SURVEY CONTROL
 AW6765  ___________________________________________________________________
 AW6765* NAD 83(1993)-  29 57 45.19552(N)    095 29 59.20623(W)     ADJUSTED  
 AW6765* NAVD 88     -                                                        
 AW6765  ___________________________________________________________________
 AW6765  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6765  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW6765
 AW6765  HORZ ORDER  -  THIRD
 AW6765
 AW6765.The horizontal coordinates were established by classical geodetic methods
 AW6765.and adjusted by the National Geodetic Survey in February 1996..
 AW6765
 AW6765
 AW6765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6765
 AW6765.The geoid height was determined by GEOID03.
 AW6765
 AW6765;                    North         East     Units Scale Factor Converg.
 AW6765;SPC TXSC     - 4,241,033.375   937,773.553   MT  0.99992307   +1 42 53.3
 AW6765;SPC TXSC     -13,914,123.66  3,076,678.73   sFT  0.99992307   +1 42 53.3
 AW6765;UTM  15      - 3,317,265.301   258,772.955   MT  1.00031800   -1 14 56.7
 AW6765
 AW6765                          SUPERSEDED SURVEY CONTROL
 AW6765
 AW6765  NAD 83(1986)-  29 57 45.21031(N)    095 29 59.18784(W) AD(       ) 4
 AW6765  NAD 27      -  29 57 44.40927(N)    095 29 58.40245(W) AD(       ) 3
 AW6765
 AW6765.Superseded values are not recommended for survey control.
 AW6765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6765.See file dsdata.txt to determine how the superseded data were derived.
 AW6765
 AW6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5877317265(NAD 83)
 AW6765_MARKER: 42 = RADIO/TV MAST
 AW6765
 AW6765  HISTORY     - Date     Condition        Report By
 AW6765  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6765  HISTORY     - 19930106 GOOD             USPSQD
 AW6765
 AW6765                          STATION DESCRIPTION
 AW6765
 AW6765'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6765'THE STATION IS LOCATED IN THE NORTHWEST PART OF HOUSTON, ABOUT 3
 AW6765'MILES EAST OF THE JUNCTION OF FARM ROADS 1960 AND 149, IN THE
 AW6765'NORTHWEST ANGLE OF THE INTERSECTION OF THE BAMMEL-NORTH HOUSTON
 AW6765'ROAD AND RADENZ ROAD AND OWNED BY THE NATURAL GAS COMPANY OF
 AW6765'AMERICA.
 AW6765'
 AW6765'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6765'CABLES AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE
 AW6765'MAST HAS TWO FLAT SHIELD ANTENNAE NEAR THE TOP.  THE OVER-ALL
 AW6765'HEIGHT IS 240 FEET.
 AW6765'
 AW6765'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6765
 AW6765                          STATION RECOVERY (1993)
 AW6765
 AW6765'RECOVERY NOTE BY US POWER SQUADRON 1993 (LT)
 AW6765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1407 ***********************************************************************
 AB1407  DESIGNATION -  N J 4 500 USE
 AB1407  PID         -  AB1407
 AB1407  STATE/COUNTY-  TX/WILLACY
 AB1407  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1407
 AB1407                         *CURRENT SURVEY CONTROL
 AB1407  ___________________________________________________________________
 AB1407* NAD 83(1993)-  26 33 54.59114(N)    097 16 12.95466(W)     ADJUSTED  
 AB1407* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AB1407  ___________________________________________________________________
 AB1407  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AB1407  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AB1407
 AB1407  HORZ ORDER  -  SECOND
 AB1407
 AB1407.The horizontal coordinates were established by classical geodetic methods
 AB1407.and adjusted by the National Geodetic Survey in February 1996..
 AB1407.No horizontal observational check was made to the station.
 AB1407
 AB1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1407
 AB1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1407
 AB1407.The geoid height was determined by GEOID03.
 AB1407
 AB1407;                    North         East     Units Scale Factor Converg.
 AB1407;SPC TX S     - 5,100,143.569   422,511.849   MT  0.99992354   +0 33 29.9
 AB1407;SPC TX S     -16,732,721.03  1,386,190.96   sFT  0.99992354   +0 33 29.9
 AB1407;UTM  14      - 2,939,437.935   672,286.936   MT  0.99996647   +0 46 25.5
 AB1407
 AB1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1407!SPC TX S     -   1.00000311  x   0.99992354  =   0.99992665
 AB1407!UTM  14      -   1.00000311  x   0.99996647  =   0.99996958
 AB1407
 AB1407                          SUPERSEDED SURVEY CONTROL
 AB1407
 AB1407  NAD 83(1986)-  26 33 54.60750(N)    097 16 12.91993(W) AD(       ) 2
 AB1407  NAD 27      -  26 33 53.37033(N)    097 16 12.00500(W) AD(       ) 2
 AB1407  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AB1407
 AB1407.Superseded values are not recommended for survey control.
 AB1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1407.See file dsdata.txt to determine how the superseded data were derived.
 AB1407
 AB1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7228739438(NAD 83)
 AB1407_MARKER: DD = SURVEY DISK
 AB1407_SETTING: 0 = UNSPECIFIED SETTING
 AB1407_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1407
 AB1407  HISTORY     - Date     Condition        Report By
 AB1407  HISTORY     - 1980     MONUMENTED       NGS
 AB1407
 AB1407                          STATION DESCRIPTION
 AB1407
 AB1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB1407'THE STATION IS LOCATED ABOUT 67 MILES SOUTH OF THE
 AB1407'RANGER STATION AT PADRE ISLAND STATE PARK,
 AB1407'10 MILES EAST OF PORT MANSFIELD, ON PADRE ISLAND,
 AB1407'AT THE EAST END OF THE STONE BREAKWATER, ON THE
 AB1407'NORTH SIDE OF THE PORT MANSFIELD CUT.
 AB1407'
 AB1407'TO REACH THE STATION FROM TRIANGULATION STATION LEIGH, GO
 AB1407'EAST FOR 0.1 MILE TO THE BEACH.  TURN RIGHT AND PROCEED SOUTH
 AB1407'FOR 0.1 MILE TO THE WEST END OF THE STONE BREAKWATER.
 AB1407'FROM HERE PACK EASTERLY FOR 0.5 MILE TO THE END OF THE STONE
 AB1407'BREAKWATER AND THE MARK AS DESCRIBED.  THE BREAKWATER
 AB1407'WAS REACHED BY BOAT AT THIS TIME.  IT CAN ALSO BE
 AB1407'REACHED FROM THE RANGER STATION BY FOUR WHEEL DRIVE
 AB1407'VEHICLE BY DRIVING SOUTH ALONG THE BEACH APPROXIMATELY
 AB1407'67 MILES.
 AB1407'
 AB1407'THE STATION IS A STANDARD USE DISK
 AB1407'WHICH IS UNSTAMPED AND SET INTO A DRILL HOLE IN A 4 FOOT BY 3
 AB1407'FOOT GRANITE BLOCK.
 AB1407'NO LOCATION MEASUREMENTS WERE MADE TO THIS MARK.
 AB1407'
 AB1407'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE
 AB1407'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 AB1407'
 AB1407'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.5 METERS.
 AB1407'
 AB1407'THIS STATION WAS USED AS THE AZIMUTH MARK TO
 AB1407'TRIANGULATION STATION LEIGH AND A TRAVERSE CONNECTION
 AB1407'WAS MADE USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0984 ***********************************************************************
 CD0984  DESIGNATION -  N MOUNTAIN
 CD0984  PID         -  CD0984
 CD0984  STATE/COUNTY-  TX/CULBERSON
 CD0984  USGS QUAD   -  CHICO DRAW WEST (1973)
 CD0984
 CD0984                         *CURRENT SURVEY CONTROL
 CD0984  ___________________________________________________________________
 CD0984* NAD 83(1993)-  31 40 43.21818(N)    104 40 16.04420(W)     ADJUSTED  
 CD0984* NAVD 88     -      1574.     (meters)    5164.     (feet)  SCALED    
 CD0984  ___________________________________________________________________
 CD0984  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 CD0984  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CD0984
 CD0984  HORZ ORDER  -  THIRD
 CD0984
 CD0984.The horizontal coordinates were established by classical geodetic methods
 CD0984.and adjusted by the National Geodetic Survey in February 1996..
 CD0984
 CD0984.The orthometric height was scaled from a topographic map.
 CD0984
 CD0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0984
 CD0984.The geoid height was determined by GEOID03.
 CD0984
 CD0984;                    North         East     Units Scale Factor Converg.
 CD0984;SPC TX C     - 3,231,065.469   288,809.750   MT  0.99995143   -2 14 03.2
 CD0984;SPC TX C     -10,600,587.29    947,536.65   sFT  0.99995143   -2 14 03.2
 CD0984;UTM  13      - 3,504,866.761   531,172.078   MT  0.99961198   +0 10 21.8
 CD0984
 CD0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0984!SPC TX C     -   0.99975662  x   0.99995143  =   0.99970806
 CD0984!UTM  13      -   0.99975662  x   0.99961198  =   0.99936870
 CD0984
 CD0984:                Primary Azimuth Mark                     Grid Az
 CD0984:SPC TX C     -  WANDER                                   120 55 21.7
 CD0984:UTM  13      -  WANDER                                   118 30 56.7
 CD0984
 CD0984|---------------------------------------------------------------------|
 CD0984| PID    Reference Object                     Distance      Geod. Az  |
 CD0984|                                                           dddmmss.s |
 CD0984| CD0974 WANDER                              APPROX. 6.4 KM 1184118.5 |
 CD0984|---------------------------------------------------------------------|
 CD0984
 CD0984                          SUPERSEDED SURVEY CONTROL
 CD0984
 CD0984  NAD 83(1993)-  31 40 43.21904(N)    104 40 16.04265(W) AD(       ) 3
 CD0984  NAD 83(1986)-  31 40 43.21904(N)    104 40 16.04255(W) AD(       ) 3
 CD0984  NAD 27      -  31 40 42.78077(N)    104 40 14.25419(W) AD(       ) 3
 CD0984
 CD0984.Superseded values are not recommended for survey control.
 CD0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0984.See file dsdata.txt to determine how the superseded data were derived.
 CD0984
 CD0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER3117204867(NAD 83)
 CD0984_MARKER: DD = SURVEY DISK
 CD0984_SETTING: 66 = SET IN ROCK OUTCROP
 CD0984_SP_SET: SET IN ROCK OUTCROP
 CD0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0984+STABILITY: POSITION/ELEVATION WELL
 CD0984
 CD0984  HISTORY     - Date     Condition        Report By
 CD0984  HISTORY     - 1946     MONUMENTED       USGS
 CD0984
 CD0984                          STATION DESCRIPTION
 CD0984
 CD0984'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0984'STATION LOCATED APPROXIMATELY 15 MI. SE. OF PINE SPRING CAMP ON U.S.
 CD0984'HIGHWAY 62.  ON RIDGE THAT LIES BETWEEN ROCK HOUSE CANYON AND CHICO
 CD0984'CANYON.  IT IS 1.5 MI. DUE N. OF MADERA RANCH HOUSE ON PROMINENT
 CD0984'MOUNTAIN, KNOWN LOCALLY AS NORTH MOUNTAIN.
 CD0984'
 CD0984'TO REACH FROM U.S. HIGHWAY 62, TAKE VAN HORN STATE LINE COUNTY ROAD
 CD0984'S. FROM STATE LINE BAR /28 MI. S. OF CARLSBAD, NEW MEXICO/.  FOLLOW
 CD0984'COUNTY RD. 5 MI. TO RD. FORK.  TAKE RIGHT FORK STRAIGHT AHEAD TO 9 K
 CD0984'RANCH, CONTINUE ON S., CROSSING DELAWARE RIVER AND PASOTEX PIPE LINE
 CD0984'ROAD.  CONTINUE S. FROM CROSSING APPROXIMATELY 8 MI. TO RD. FORK.
 CD0984'TAKE RIGHT FORK 8 MI. TO MADERA RANCH ROAD AND COUNTY RD. FORK.
 CD0984'FOLLOW RANCH RD. NW. APPROXIMATELY 5 MI. TO MADERA RANCH HOUSE,
 CD0984'STATION IS 1.5 MI. DUE N., ON NORTH MOUNTAIN.
 CD0984'
 CD0984'STATION MARK--STANDARD TABLET SET IN SOLID ROCK FLUSH WITH GROUND,
 CD0984'STAMPED ---N. MOUNTAIN 1946---.
 CD0984'
 CD0984'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5282 ***********************************************************************
 AH5282  DESIGNATION -  NABERS ET
 AH5282  PID         -  AH5282
 AH5282  STATE/COUNTY-  TX/BROWN
 AH5282  USGS QUAD   -  BLANKET (1978)
 AH5282
 AH5282                         *CURRENT SURVEY CONTROL
 AH5282  ___________________________________________________________________
 AH5282* NAD 83(1993)-  31 47 00.86826(N)    098 49 24.27500(W)     ADJUSTED  
 AH5282* NAVD 88     -       528.0    (meters)    1732.     (feet)  VERTCON   
 AH5282  ___________________________________________________________________
 AH5282  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AH5282  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AH5282
 AH5282  HORZ ORDER  -  THIRD
 AH5282
 AH5282.The horizontal coordinates were established by classical geodetic methods
 AH5282.and adjusted by the National Geodetic Survey in July 1998..
 AH5282
 AH5282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5282
 AH5282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5282
 AH5282.The geoid height was determined by GEOID03.
 AH5282
 AH5282;                    North         East     Units Scale Factor Converg.
 AH5282;SPC TX C     - 3,235,649.334   843,003.544   MT  0.99997473   +0 46 39.7
 AH5282;SPC TX C     -10,615,626.19  2,765,754.13   sFT  0.99997473   +0 46 39.7
 AH5282;UTM  14      - 3,516,460.541   516,718.969   MT  0.99960345   +0 05 34.8
 AH5282
 AH5282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5282!SPC TX C     -   0.99992121  x   0.99997473  =   0.99989594
 AH5282!UTM  14      -   0.99992121  x   0.99960345  =   0.99952469
 AH5282
 AH5282                          SUPERSEDED SURVEY CONTROL
 AH5282
 AH5282  NGVD 29 (07/28/98)  527.9    (m)         1732.     (f) VERT ANG       
 AH5282
 AH5282.Superseded values are not recommended for survey control.
 AH5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5282.See file dsdata.txt to determine how the superseded data were derived.
 AH5282
 AH5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA1671916461(NAD 83)
 AH5282_MARKER: DS = TRIANGULATION STATION DISK
 AH5282_SETTING: 66 = SET IN ROCK OUTCROP
 AH5282_PROJECTION: FLUSH
 AH5282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5282+STABILITY: POSITION/ELEVATION WELL
 AH5282
 AH5282  HISTORY     - Date     Condition        Report By
 AH5282  HISTORY     - 1965     MONUMENTED       USGS
 AH5282
 AH5282                          STATION DESCRIPTION
 AH5282
 AH5282'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5282'STATION IS LOCATED 2.5 MI. S. AND 2.0 MI. W. OF BLANKET, BROWN COUNTY,
 AH5282'TEXAS.  IT IS VERY NEAR THE HIGH POINT OF SMALL KNOLL THAT HAS HAD
 AH5282'CALICHE REMOVED IN A CIRCLE COMPLETELY AROUND IT.  THE NABERS FAMILY,
 AH5282'WHICH LIVE ON PROPERTY, CALL THE KNOLL --TATER HILL--.
 AH5282'TO REACH FROM BLANKET, DRIVE SW. ON U.S. HIGHWAY NO. 67 2.0 MI. TO
 AH5282'GRADED CROSSROAD, THENCE S. ON CALICHE RD. 1.2 MI. TO CATTLEGUARD AND
 AH5282'ENTRANCE TO THE NABERS RANCH.  STATION IS 0.8 MI. W. OF HERE.  TURN
 AH5282'RIGHT, FOLLOW MAIN RD. 0.25 MI. TO HOUSE, ATTAIN PERMISSION, DRIVE
 AH5282'ALONG S. OF HOUSE, N. OF BARN, AND CONTINUE W. ON TRACK RD. 0.55 MI.,
 AH5282'THRU ONE GATE, TO TATER HILL AND STATION.
 AH5282'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN OUTCROPPING
 AH5282'LIMESTONE, ABOUT FLUSH WITH GROUND, STAMPED---NABERS ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1173 ***********************************************************************
 BY1173  DESIGNATION -  NACOGDOCHES
 BY1173  PID         -  BY1173
 BY1173  STATE/COUNTY-  TX/NACOGDOCHES
 BY1173  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1173
 BY1173                         *CURRENT SURVEY CONTROL
 BY1173  ___________________________________________________________________
 BY1173* NAD 83(1993)-  31 36 30.59036(N)    094 37 50.29410(W)     ADJUSTED  
 BY1173* NAVD 88     -       138.89   (+/-2cm)     455.7    (feet)  VERTCON   
 BY1173  ___________________________________________________________________
 BY1173  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BY1173  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1173
 BY1173  HORZ ORDER  -  THIRD
 BY1173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1173
 BY1173.The horizontal coordinates were established by classical geodetic methods
 BY1173.and adjusted by the National Geodetic Survey in February 1996..
 BY1173
 BY1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1173.The vertical order pertains to the NGVD 29 superseded value.
 BY1173
 BY1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1173
 BY1173.The geoid height was determined by GEOID03.
 BY1173
 BY1173;                    North         East     Units Scale Factor Converg.
 BY1173;SPC TX C     - 3,229,133.572 1,240,872.103   MT  0.99993772   +2 56 14.0
 BY1173;SPC TX C     -10,594,249.06  4,071,094.56   sFT  0.99993772   +2 56 14.0
 BY1173;UTM  15      - 3,498,195.747   345,317.255   MT  0.99989511   -0 51 17.3
 BY1173
 BY1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1173!SPC TX C     -   0.99998244  x   0.99993772  =   0.99992016
 BY1173!UTM  15      -   0.99998244  x   0.99989511  =   0.99987755
 BY1173
 BY1173:                Primary Azimuth Mark                     Grid Az
 BY1173:SPC TX C     -  NACOGDOCHES RAD STA KSFA MAST            053 19 28.2
 BY1173:UTM  15      -  NACOGDOCHES RAD STA KSFA MAST            057 06 59.5
 BY1173
 BY1173|---------------------------------------------------------------------|
 BY1173| PID    Reference Object                     Distance      Geod. Az  |
 BY1173|                                                           dddmmss.s |
 BY1173| BY2687 NACOGDOCHES RAD STA KSFA MAST       456.086 METERS 0561542.2 |
 BY1173| BY1172 NACOGDOCHES AZ MK                                  1113003.6 |
 BY1173| BY1174 NACOGDOCHES RM 1                     11.255 METERS 20314     |
 BY1173| BY1175 NACOGDOCHES RM 2                     11.332 METERS 29815     |
 BY1173|---------------------------------------------------------------------|
 BY1173
 BY1173                          SUPERSEDED SURVEY CONTROL
 BY1173
 BY1173  NAD 83(1986)-  31 36 30.60121(N)    094 37 50.28181(W) AD(       ) 3
 BY1173  NAD 27      -  31 36 29.95300(N)    094 37 49.52200(W) AD(       ) 3
 BY1173  NGVD 29 (??/??/92)  138.977  (m)          455.96   (f) ADJ UNCH    2 0
 BY1173
 BY1173.Superseded values are not recommended for survey control.
 BY1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1173.See file dsdata.txt to determine how the superseded data were derived.
 BY1173
 BY1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4531798196(NAD 83)
 BY1173_MARKER: DS = TRIANGULATION STATION DISK
 BY1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1173_STAMPING: NACOGDOCHES 1948
 BY1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1173+STABILITY: SURFACE MOTION
 BY1173
 BY1173  HISTORY     - Date     Condition        Report By
 BY1173  HISTORY     - 1949     MONUMENTED       CGS
 BY1173  HISTORY     - 1949     GOOD             NGS
 BY1173  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1173
 BY1173                          STATION DESCRIPTION
 BY1173
 BY1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY1173'STATION IS LOCATED ABOUT 0.75 MILE NORTHEAST OF NACOGDOCHES AND
 BY1173'0.35 MILE SOUTHWEST OF THE KSFA RADIO MAST ON LAND OWNED BY
 BY1173'MRS. CARROL TEAL.  IT IS NEAR THE NORTHWEST CORNER OF A FIELD,
 BY1173'86.5 FEET SOUTH OF AN EAST-WEST FENCE AND 27.5 FEET EAST OF A
 BY1173'WITNESS POST AND NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 BY1173'NACOGDOCHES 1948 AND PROJECTS 5 INCHES.
 BY1173'
 BY1173'REFERENCE MARK NO. 1 IS AT THE WEST EDGE OF THE FIELD, 1 FOOT
 BY1173'EAST OF THE FENCE LINE AND 16 FEET WEST OF THE NORTH ONE OF
 BY1173'TWO CEDAR TREES.  IT IS STAMPED NACOGDOCHES NO 1 1948 AND
 BY1173'PROJECTS 4 INCHES.
 BY1173'
 BY1173'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF THE FENCE LINE AND 2.5
 BY1173'FEET SOUTHEAST OF THE EAST END OF A WIRE GATE.  IT IS STAMPED
 BY1173'NACOGDOCHES NO 2 1948 AND PROJECTS 4 INCHES.
 BY1173'
 BY1173'AZIMUTH MARK IS 16.5 FEET EAST OF THE CENTER OF THE SAND ROAD
 BY1173'AND 3.5 FEET NORTH OF A WITNESS POST.  IT IS STAMPED NACOGDOCHES
 BY1173'1948 AND PROJECTS 6 INCHES.
 BY1173'
 BY1173'TO REACH FROM THE POST OFFICE IN NACOGDOCHES, GO EAST ON STATE
 BY1173'HIGHWAY 21 FOR 1.1 MILES TO THE JUNCTION WITH STATE HIGHWAY 7,
 BY1173'TURN LEFT AND GO NORTHEASTERLY ON STATE HIGHWAY 7 FOR 0.7 MILE
 BY1173'TO A T-ROAD LEADING NORTH, TURN LEFT, NORTH, ON SAND ROAD FOR
 BY1173'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, JUST NORTH OF A JOG
 BY1173'IN THE ROAD.  CONTINUE NORTH FOR 0.15 MILE TO A DRIVEWAY LEFT,
 BY1173'TURN LEFT AND FOLLOW DRIVEWAY TO THE FARM HOUSE, TURN SHARP
 BY1173'LEFT, SOUTH, THROUGH GATE, THEN WEST (ON SOUTH SIDE OF HOUSE)
 BY1173'THROUGH AN OPENING IN THE FENCE LINE AND FOLLOW TRACK ROAD
 BY1173'WEST FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 BY1173'
 BY1173'A 74 FOOT SIGNAL AT APPLEBY 2 IS VISIBLE AT 15 FEET.
 BY1173'
 BY1173'A 113 FOOT SIGNAL AT BAKER IS VISIBLE AT 15 FEET.
 BY1173
 BY1173                          STATION RECOVERY (1949)
 BY1173
 BY1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY1173'1.60 MI W FROM NACOGDOCHES.
 BY1173'0.65 MILE EAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF STATE
 BY1173'HIGHWAYS 7 AND 21 AT NACOGDOCHES, THENCE 0.8 MILE NORTH ALONG A DIRT
 BY1173'ROAD LEADING TO RADIO STATION KSFA TOWER, THENCE 0.15 MILE WEST AND
 BY1173'UPHILL, ABOUT 0.3 MILE SOUTHWEST OF RADIO STATION KSFA TOWER, ABOUT
 BY1173'0.15 MILE SOUTH OF THE WHITE FRAME HOUSE OF CARRIE TEAL AND ON
 BY1173'PROPERTY OF CARRIE TEAL, AT THE TOP OF A KNOLL, 75.0 FEET SOUTH OF AN
 BY1173'EAST-WEST FENCE LINE, 58.0 FEET SOUTHEAST OF A 20-INCH OAK TREE WHICH
 BY1173'IS THE CORNER FOR A FENCE LINE AND THE MOST SOUTHERLY ONE OF OAK TREES
 BY1173'ALONG THE FENCE LINE, 42.0 FEET EAST OF A POWER LINE POLE, 31.2 FEET
 BY1173'NORTH OF THE MOST NORTHERLY ONE OF TWO 12-INCH PINE TREES, 25.9 FEET
 BY1173'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY1173'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY1173
 BY1173                          STATION RECOVERY (1998)
 BY1173
 BY1173'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1172 ***********************************************************************
 BY1172  DESIGNATION -  NACOGDOCHES AZ MK
 BY1172  PID         -  BY1172
 BY1172  STATE/COUNTY-  TX/NACOGDOCHES
 BY1172  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1172
 BY1172                         *CURRENT SURVEY CONTROL
 BY1172  ___________________________________________________________________
 BY1172* NAD 83(1986)-  31 36 26.     (N)    094 37 37.     (W)     SCALED    
 BY1172* NAVD 88     -       131.55   (+/-2cm)     431.6    (feet)  VERTCON   
 BY1172  ___________________________________________________________________
 BY1172  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1172
 BY1172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1172
 BY1172.The horizontal coordinates were scaled from a topographic map and have
 BY1172.an estimated accuracy of +/- 6 seconds.
 BY1172
 BY1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1172.The vertical order pertains to the NGVD 29 superseded value.
 BY1172
 BY1172.The geoid height was determined by GEOID03.
 BY1172
 BY1172;                    North         East    Units  Estimated Accuracy
 BY1172;SPC TX C     - 3,229,010.    1,241,230.      MT  (+/- 180 meters Scaled)
 BY1172
 BY1172                          SUPERSEDED SURVEY CONTROL
 BY1172
 BY1172  NGVD 29 (??/??/92)  131.644  (m)          431.90   (f) ADJ UNCH    2 0
 BY1172
 BY1172.Superseded values are not recommended for survey control.
 BY1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1172.See file dsdata.txt to determine how the superseded data were derived.
 BY1172
 BY1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ456980(NAD 83)
 BY1172_MARKER: DZ = AZIMUTH MARK DISK
 BY1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1172_STAMPING: NACOGDOCHES 1948
 BY1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1172+STABILITY: SURFACE MOTION
 BY1172
 BY1172  HISTORY     - Date     Condition        Report By
 BY1172  HISTORY     - 1948     MONUMENTED       CGS
 BY1172  HISTORY     - 1949     GOOD             NGS
 BY1172  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1172
 BY1172                          STATION DESCRIPTION
 BY1172
 BY1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1172'1.25 MI N FROM NACOGDOCHES.
 BY1172'0.65 MILE EAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF STATE
 BY1172'HIGHWAYS 7 AND 21 AT NACOGDOCHES, THENCE 0.6 MILE NORTH ALONG A DIRT
 BY1172'ROAD LEADING TO RADIO STATION KSFA TOWER, ON PROPERTY OF WILL HALL,
 BY1172'259.0 FEET NORTH OF THE NORTH CORNER OF THE FRAME HOME OF WILL HALL,
 BY1172'131.0 FEET NORTHWEST OF A JOB IN THE ROAD, 18.5 FEET SOUTHWEST OF AN
 BY1172'18-INCH BUSHY TREE, 15.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 BY1172'ROAD, 11.5 FEET SOUTHEAST OF A 10-INCH PINE TREE, 3.5 FEET NORTHWEST
 BY1172'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY1172'0.3 FOOT ABOVE THE GROUND.
 BY1172
 BY1172                          STATION RECOVERY (1998)
 BY1172
 BY1172'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2686 ***********************************************************************
 BY2686  DESIGNATION -  NACOGDOCHES MUNICIPAL TANK
 BY2686  PID         -  BY2686
 BY2686  STATE/COUNTY-  TX/NACOGDOCHES
 BY2686  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY2686
 BY2686                         *CURRENT SURVEY CONTROL
 BY2686  ___________________________________________________________________
 BY2686* NAD 83(1993)-  31 36 36.02301(N)    094 39 40.96830(W)     ADJUSTED  
 BY2686* NAVD 88     -                                                        
 BY2686  ___________________________________________________________________
 BY2686  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BY2686  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY2686
 BY2686  HORZ ORDER  -  THIRD
 BY2686
 BY2686.The horizontal coordinates were established by classical geodetic methods
 BY2686.and adjusted by the National Geodetic Survey in February 1996..
 BY2686
 BY2686
 BY2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2686
 BY2686.The geoid height was determined by GEOID03.
 BY2686
 BY2686;                    North         East     Units Scale Factor Converg.
 BY2686;SPC TX C     - 3,229,151.596 1,237,950.306   MT  0.99993800   +2 55 17.0
 BY2686;SPC TX C     -10,594,308.19  4,061,508.63   sFT  0.99993800   +2 55 17.0
 BY2686;UTM  15      - 3,498,406.966   342,403.156   MT  0.99990633   -0 52 15.5
 BY2686
 BY2686                          SUPERSEDED SURVEY CONTROL
 BY2686
 BY2686  NAD 83(1986)-  31 36 36.03377(N)    094 39 40.95404(W) AD(       ) 4
 BY2686  NAD 27      -  31 36 35.38000(N)    094 39 40.18000(W) AD(       ) 3
 BY2686
 BY2686.Superseded values are not recommended for survey control.
 BY2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2686.See file dsdata.txt to determine how the superseded data were derived.
 BY2686
 BY2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4240398407(NAD 83)
 BY2686_MARKER: 53 = ELEVATED TANK
 BY2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2686+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BY2686
 BY2686  HISTORY     - Date     Condition        Report By
 BY2686  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2686  HISTORY     - 19980919 GOOD             USPSQD
 BY2686  HISTORY     - 20060304 GOOD             LOCENG
 BY2686
 BY2686                          STATION DESCRIPTION
 BY2686
 BY2686'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2686'THE TANK IS LOCATED IN THE WEST SECTION OF TOWN, 0.45 MILE WEST
 BY2686'AND 0.3 MILE NORTH OF THE POST OFFICE AND TOWN SQUARE, ON A
 BY2686'HIGH HILL.
 BY2686'
 BY2686'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING AN ELONGATED TANK,
 BY2686'PAINTED SILVER AND THE HEIGHT IS ABOUT 110 FEET.
 BY2686'
 BY2686'THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
 BY2686
 BY2686                          STATION RECOVERY (1998)
 BY2686
 BY2686'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2686'RECOVERED IN GOOD CONDITION.
 BY2686
 BY2686                          STATION RECOVERY (2006)
 BY2686
 BY2686'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2006 (MFM)
 BY2686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2684 ***********************************************************************
 BY2684  DESIGNATION -  NACOGDOCHES RAD STA KOSF MAST
 BY2684  PID         -  BY2684
 BY2684  STATE/COUNTY-  TX/NACOGDOCHES
 BY2684  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY2684
 BY2684                         *CURRENT SURVEY CONTROL
 BY2684  ___________________________________________________________________
 BY2684* NAD 83(1993)-  31 34 58.44461(N)    094 39 59.56713(W)     ADJUSTED  
 BY2684* NAVD 88     -                                                        
 BY2684  ___________________________________________________________________
 BY2684  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BY2684  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY2684
 BY2684  HORZ ORDER  -  THIRD
 BY2684
 BY2684.The horizontal coordinates were established by classical geodetic methods
 BY2684.and adjusted by the National Geodetic Survey in February 1996..
 BY2684
 BY2684
 BY2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2684
 BY2684.The geoid height was determined by GEOID03.
 BY2684
 BY2684;                    North         East     Units Scale Factor Converg.
 BY2684;SPC TX C     - 3,226,125.307 1,237,613.758   MT  0.99993310   +2 55 07.4
 BY2684;SPC TX C     -10,584,379.44  4,060,404.47   sFT  0.99993310   +2 55 07.4
 BY2684;UTM  15      - 3,495,409.644   341,867.215   MT  0.99990842   -0 52 22.8
 BY2684
 BY2684                          SUPERSEDED SURVEY CONTROL
 BY2684
 BY2684  NAD 83(1986)-  31 34 58.45530(N)    094 39 59.54936(W) AD(       ) 4
 BY2684  NAD 27      -  31 34 57.80900(N)    094 39 58.79200(W) AD(       ) 3
 BY2684
 BY2684.Superseded values are not recommended for survey control.
 BY2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2684.See file dsdata.txt to determine how the superseded data were derived.
 BY2684
 BY2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4186795410(NAD 83)
 BY2684_MARKER: 42 = RADIO/TV MAST
 BY2684
 BY2684  HISTORY     - Date     Condition        Report By
 BY2684  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2684  HISTORY     - 19980919 GOOD             USPSQD
 BY2684
 BY2684                          STATION DESCRIPTION
 BY2684
 BY2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2684'THE RADIO MAST OF STATION KOSF IS LOCATED JUST SOUTH OF THE
 BY2684'CITY LIMITS OF NACOGDOCHES.  IT IS PAINTED ALTERNATELY RED AND
 BY2684'WHITE AND THE HEIGHT IS 179 FEET.
 BY2684'
 BY2684'TO REACH FROM THE CITY LIMITS AT THE SOUTH EDGE OF TOWN, GO SOUTH
 BY2684'ON U.S. HIGHWAY 59 FOR 0.4 MILE TO THE MAST ABOUT 0.15 MILE TO THE
 BY2684'LEFT, EAST SIDE OF THE HIGHWAY.  IT IS IN A CLEARING JUST NORTH OF
 BY2684'A TIMBERED AREA.
 BY2684
 BY2684                          STATION RECOVERY (1998)
 BY2684
 BY2684'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2687 ***********************************************************************
 BY2687  DESIGNATION -  NACOGDOCHES RAD STA KSFA MAST
 BY2687  PID         -  BY2687
 BY2687  STATE/COUNTY-  TX/NACOGDOCHES
 BY2687  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY2687
 BY2687                         *CURRENT SURVEY CONTROL
 BY2687  ___________________________________________________________________
 BY2687* NAD 83(1993)-  31 36 38.81449(N)    094 37 35.90500(W)     ADJUSTED  
 BY2687* NAVD 88     -                                                        
 BY2687  ___________________________________________________________________
 BY2687  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BY2687  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY2687
 BY2687  HORZ ORDER  -  THIRD
 BY2687
 BY2687.The horizontal coordinates were established by classical geodetic methods
 BY2687.and adjusted by the National Geodetic Survey in February 1996..
 BY2687
 BY2687
 BY2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2687
 BY2687.The geoid height was determined by GEOID03.
 BY2687
 BY2687;                    North         East     Units Scale Factor Converg.
 BY2687;SPC TX C     - 3,229,405.967 1,241,237.875   MT  0.99993814   +2 56 21.4
 BY2687;SPC TX C     -10,595,142.74  4,072,294.59   sFT  0.99993814   +2 56 21.4
 BY2687;UTM  15      - 3,498,443.345   345,700.224   MT  0.99989365   -0 51 10.0
 BY2687
 BY2687                          SUPERSEDED SURVEY CONTROL
 BY2687
 BY2687  NAD 83(1986)-  31 36 38.82524(N)    094 37 35.89282(W) AD(       ) 4
 BY2687  NAD 27      -  31 36 38.17800(N)    094 37 35.15500(W) AD(       ) 3
 BY2687
 BY2687.Superseded values are not recommended for survey control.
 BY2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2687.See file dsdata.txt to determine how the superseded data were derived.
 BY2687
 BY2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4570098443(NAD 83)
 BY2687_MARKER: 42 = RADIO/TV MAST
 BY2687
 BY2687  HISTORY     - Date     Condition        Report By
 BY2687  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2687  HISTORY     - 1963     GOOD             CGS
 BY2687  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2687
 BY2687                          STATION DESCRIPTION
 BY2687
 BY2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2687'THE RADIO MAST OF STATION KSFA IS LOCATED ABOUT 0.75 MILE
 BY2687'EAST-NORTHEAST OF NACOGDOCHES.  IT IS PAINTED ALTERNATELY RED
 BY2687'AND WHITE AND THE HEIGHT IS 290 FEET.
 BY2687'
 BY2687'TO REACH FROM THE POST OFFICE IN THE TOWN SQUARE, GO EAST ON STATE
 BY2687'HIGHWAY 21 FOR 1.1 MILES TO THE JUNCTION WITH STATE HIGHWAY
 BY2687'7, TURN LEFT AND GO NORTHEASTERLY ON STATE HIGHWAY 7 FOR 0.7 MILE
 BY2687'TO A T-ROAD LEADING NORTH, TURN LEFT, NORTH, ON SAND ROAD
 BY2687'FOR 0.8 MILE TO A FORK.  TAKE RIGHT FORK NORTH THEN EAST FOR
 BY2687'0.1 MILE TO THE MAST ABOUT 0.05 MILE TO THE LEFT, NORTH SIDE
 BY2687'OF THE ROAD.
 BY2687
 BY2687                          STATION RECOVERY (1963)
 BY2687
 BY2687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 BY2687'THE RADIO MAST OF STATION KSFA WAS RECOVERED AS DESCRIBED
 BY2687'IN THE ORIGINAL DESCRIPTION.  THE TO REACH THE STATION WAS
 BY2687'CHECKED AND FOUND TO BE CORRECT.  THERE IS NOW A TV TOWER ABOUT
 BY2687'1/2 MILE WEST OF THIS INTERSECTION STATION.
 BY2687
 BY2687                          STATION RECOVERY (1998)
 BY2687
 BY2687'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1174 ***********************************************************************
 BY1174  DESIGNATION -  NACOGDOCHES RM 1
 BY1174  PID         -  BY1174
 BY1174  STATE/COUNTY-  TX/NACOGDOCHES
 BY1174  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1174
 BY1174                         *CURRENT SURVEY CONTROL
 BY1174  ___________________________________________________________________
 BY1174* NAD 83(1986)-  31 36 30.     (N)    094 37 50.     (W)     SCALED    
 BY1174* NAVD 88     -       138.90   (+/-2cm)     455.7    (feet)  VERTCON   
 BY1174  ___________________________________________________________________
 BY1174  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1174
 BY1174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1174
 BY1174.The horizontal coordinates were scaled from a topographic map and have
 BY1174.an estimated accuracy of +/- 6 seconds.
 BY1174
 BY1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1174.The vertical order pertains to the NGVD 29 superseded value.
 BY1174
 BY1174.The geoid height was determined by GEOID03.
 BY1174
 BY1174;                    North         East    Units  Estimated Accuracy
 BY1174;SPC TX C     - 3,229,120.    1,240,880.      MT  (+/- 180 meters Scaled)
 BY1174
 BY1174                          SUPERSEDED SURVEY CONTROL
 BY1174
 BY1174  NGVD 29 (??/??/92)  138.989  (m)          456.00   (f) ADJ UNCH    2 0
 BY1174
 BY1174.Superseded values are not recommended for survey control.
 BY1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1174.See file dsdata.txt to determine how the superseded data were derived.
 BY1174
 BY1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ453981(NAD 83)
 BY1174_MARKER: DR = REFERENCE MARK DISK
 BY1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1174_STAMPING: NACOGDOCHES NO 1 1948
 BY1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1174+STABILITY: SURFACE MOTION
 BY1174
 BY1174  HISTORY     - Date     Condition        Report By
 BY1174  HISTORY     - 1948     MONUMENTED       CGS
 BY1174  HISTORY     - 1949     GOOD             NGS
 BY1174  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1174
 BY1174                          STATION DESCRIPTION
 BY1174
 BY1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1174'1.60 MI W FROM NACOGDOCHES.
 BY1174'0.65 MILE EAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF STATE
 BY1174'HIGHWAYS 7 AND 21 AT NACOGDOCHES, THENCE 0.8 MILE NORTH ALONG A DIRT
 BY1174'ROAD LEADING TO RADIO STATION KSFA TOWER, THENCE 0.15 MILE WEST AND
 BY1174'UPHILL, ABOUT 0.3 MILE SOUTHWEST OF RADIO STATION KSFA TOWER, ABOUT
 BY1174'0.15 MILE SOUTH OF THE WHITE FRAME HOUSE OF CARRIE TEAL AND ON
 BY1174'PROPERTY OF CARRIE TEAL, AT THE TOP OF A KNOLL, 55.0 FEET SOUTH OF
 BY1174'NACOGDOCHES R.M. 2 IN., 37.0 FEET SOUTH OF TRIANGULATION STATION
 BY1174'NACOGDOCHES 1948, 31.0 FEET SOUTH OF A REFERENCE POST, 16.2 FEET
 BY1174'NORTHWEST OF THE MOST SOUTHERLY ONE OF TWO 12-INCH PINE TREES, 15.6
 BY1174'FEET WEST OF THE MOST NORTHERLY ONE OF TWO 12-INCH PINE TREES, 1.5
 BY1174'FEET EAST OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 BY1174'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY1174
 BY1174                          STATION RECOVERY (1998)
 BY1174
 BY1174'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1175 ***********************************************************************
 BY1175  DESIGNATION -  NACOGDOCHES RM 2
 BY1175  PID         -  BY1175
 BY1175  STATE/COUNTY-  TX/NACOGDOCHES
 BY1175  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1175
 BY1175                         *CURRENT SURVEY CONTROL
 BY1175  ___________________________________________________________________
 BY1175* NAD 83(1986)-  31 36 30.     (N)    094 37 50.     (W)     SCALED    
 BY1175* NAVD 88     -       139.14   (+/-2cm)     456.5    (feet)  VERTCON   
 BY1175  ___________________________________________________________________
 BY1175  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1175
 BY1175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1175
 BY1175.The horizontal coordinates were scaled from a topographic map and have
 BY1175.an estimated accuracy of +/- 6 seconds.
 BY1175
 BY1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1175.The vertical order pertains to the NGVD 29 superseded value.
 BY1175
 BY1175.The geoid height was determined by GEOID03.
 BY1175
 BY1175;                    North         East    Units  Estimated Accuracy
 BY1175;SPC TX C     - 3,229,120.    1,240,880.      MT  (+/- 180 meters Scaled)
 BY1175
 BY1175                          SUPERSEDED SURVEY CONTROL
 BY1175
 BY1175  NGVD 29 (??/??/92)  139.232  (m)          456.80   (f) ADJ UNCH    2 0
 BY1175
 BY1175.Superseded values are not recommended for survey control.
 BY1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1175.See file dsdata.txt to determine how the superseded data were derived.
 BY1175
 BY1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ453981(NAD 83)
 BY1175_MARKER: DR = REFERENCE MARK DISK
 BY1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1175_STAMPING: NACOGDOCHES NO 2 1948
 BY1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1175+STABILITY: SURFACE MOTION
 BY1175
 BY1175  HISTORY     - Date     Condition        Report By
 BY1175  HISTORY     - 1948     MONUMENTED       CGS
 BY1175  HISTORY     - 1949     GOOD             NGS
 BY1175  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1175
 BY1175                          STATION DESCRIPTION
 BY1175
 BY1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1175'1.60 MI W FROM NACOGDOCHES.
 BY1175'0.65 MILE EAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF STATE
 BY1175'HIGHWAYS 7 AND 21 AT NACOGDOCHES, THENCE 0.8 MILE NORTH ALONG A DIRT
 BY1175'ROAD LEADING TO RADIO STATION KSFA TOWER, THENCE 0.15 MILE WEST AND
 BY1175'UPHILL, ABOUT 0.3 MILE SOUTHWEST OF RADIO STATION KSFA TOWER, ABOUT
 BY1175'0.15 MILE SOUTH OF THE WHITE FRAME HOUSE OF CARRIE TEAL AND ON
 BY1175'PROPERTY OF CARRIE TEAL, AT THE TOP OF A KNOLL, 55.0 FEET NORTH OF
 BY1175'NACOGDOCHES R.M. 1 IN., 37.1 FEET NORTHWEST OF TRIANGULATION STATION
 BY1175'NACOGDOCHE 1948, 26.0 FEET NORTH OF A REFERENCE POST, 24.0 FEET SOUTH
 BY1175'OF A 20-INCH OAK TREE WHICH IS THE CORNER FOR A FENCE LINE AND THE
 BY1175'MOST SOUTHERLY ONE OF OAK TREES ALONG THE FENCE LINE, 2.6 FEET SOUTH
 BY1175'OF CORNER POST FOR A GATE IN FENCE LINE LEADING WEST, 1.0 FOOT EAST OF
 BY1175'A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BY1175'FOOT ABOVE THE GROUND.
 BY1175
 BY1175                          STATION RECOVERY (1998)
 BY1175
 BY1175'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2787 ***********************************************************************
 BY2787  PACS        -  This is a Primary Airport Control Station.
 BY2787  DESIGNATION -  NACPORT
 BY2787  PID         -  BY2787
 BY2787  STATE/COUNTY-  TX/NACOGDOCHES
 BY2787  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY2787
 BY2787                         *CURRENT SURVEY CONTROL
 BY2787  ___________________________________________________________________
 BY2787* NAD 83(1993)-  31 34 41.95713(N)    094 42 32.86942(W)     ADJUSTED  
 BY2787* NAVD 88     -       104.95   (meters)     344.3    (feet)  GPS OBS   
 BY2787  ___________________________________________________________________
 BY2787  X           -    -446,507.318 (meters)                     COMP
 BY2787  Y           -  -5,420,396.329 (meters)                     COMP
 BY2787  Z           -   3,320,729.155 (meters)                     COMP
 BY2787  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BY2787  ELLIP HEIGHT-          77.83  (meters)          (10/24/00) GPS OBS
 BY2787  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY2787
 BY2787  HORZ ORDER  -  B
 BY2787  ELLP ORDER  -  FOURTH    CLASS II
 BY2787
 BY2787.This mark is at A L Mangham Jr Reg (OCH) Airport (OCH)
 BY2787
 BY2787.The horizontal coordinates were established by GPS observations
 BY2787.and adjusted by the National Geodetic Survey in February 1996..
 BY2787
 BY2787.The orthometric height was determined by GPS observations and a
 BY2787.high-resolution geoid model.
 BY2787
 BY2787.GPS derived orthometric heights for airport stations designated as
 BY2787.PACS or SACS are published to 2 decimal places.  This maintains
 BY2787.centimeter relative accuracy between the PACS and SACS.  It does
 BY2787.not indicate centimeter accuracy relative to other marks which are
 BY2787.part of the NAVD 88 network.
 BY2787
 BY2787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BY2787
 BY2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2787
 BY2787.The ellipsoidal height was determined by GPS observations
 BY2787.and is referenced to NAD 83.
 BY2787
 BY2787.The geoid height was determined by GEOID03.
 BY2787
 BY2787;                    North         East     Units Scale Factor Converg.
 BY2787;SPC TX C     - 3,225,413.148 1,233,602.891   MT  0.99993229   +2 53 48.5
 BY2787;SPC TX C     -10,582,042.97  4,047,245.48   sFT  0.99993229   +2 53 48.5
 BY2787;UTM  15      - 3,494,964.299   337,818.098   MT  0.99992442   -0 53 42.7
 BY2787
 BY2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2787!SPC TX C     -   0.99998778  x   0.99993229  =   0.99992007
 BY2787!UTM  15      -   0.99998778  x   0.99992442  =   0.99991220
 BY2787
 BY2787:                Primary Azimuth Mark                     Grid Az
 BY2787:SPC TX C     -  NACPORT AZ MK                            183 53 23.8
 BY2787:UTM  15      -  NACPORT AZ MK                            187 40 55.0
 BY2787
 BY2787|---------------------------------------------------------------------|
 BY2787| PID    Reference Object                     Distance      Geod. Az  |
 BY2787|                                                           dddmmss.s |
 BY2787| BY2788 NACPORT AZ MK                       APPROX. 0.8 KM 1864712.3 |
 BY2787| AB6858 FAA OCH A                           404.349 METERS 1892656.8 |
 BY2787|---------------------------------------------------------------------|
 BY2787
 BY2787                          SUPERSEDED SURVEY CONTROL
 BY2787
 BY2787  ELLIP H (02/20/96)   77.88   (m)                       GP(       ) 1 1
 BY2787  NAD 83(1993)-  31 34 41.95833(N)    094 42 32.87052(W) AD(       ) 3
 BY2787  ELLIP H (02/16/96)   77.82   (m)                       GP(       ) 5 1
 BY2787  ELLIP H (01/21/93)   77.64   (m)                       GP(       ) 4 2
 BY2787  NAD 83(1986)-  31 34 41.97088(N)    094 42 32.85203(W) AD(       ) 3
 BY2787  NAD 27      -  31 34 41.35288(N)    094 42 32.11762(W) AD(       ) 3
 BY2787  NGVD 29 (12/08/88)  104.7    (m)          344.     (f) GPS OBS        
 BY2787
 BY2787.Superseded values are not recommended for survey control.
 BY2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2787.See file dsdata.txt to determine how the superseded data were derived.
 BY2787
 BY2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3781894964(NAD 83)
 BY2787_MARKER: I = METAL ROD
 BY2787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2787_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2787_STAMPING: NACPORT 1987
 BY2787_MARK LOGO: NGS   
 BY2787_PROJECTION: FLUSH
 BY2787_MAGNETIC: I = MARKER IS A STEEL ROD
 BY2787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2787+STABILITY: POSITION/ELEVATION WELL
 BY2787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2787+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1997
 BY2787_ROD/PIPE-DEPTH: 2.9  meters
 BY2787_SLEEVE-DEPTH  : 0.76 meters
 BY2787
 BY2787  HISTORY     - Date     Condition        Report By
 BY2787  HISTORY     - 1987     MONUMENTED       NGS
 BY2787  HISTORY     - 19880404 GOOD
 BY2787  HISTORY     - 19920615 GOOD             NGS
 BY2787  HISTORY     - 19941015 GOOD             NGS
 BY2787  HISTORY     - 19970319 GOOD             NGS
 BY2787  HISTORY     - 19980919 GOOD             USPSQD
 BY2787
 BY2787                          STATION DESCRIPTION
 BY2787
 BY2787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BY2787'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHWEST OF NACODOCHES,
 BY2787'AT THE EAST TEXAS REGIONAL AIRPORT.  OWNERSHIP--CITY OF NACODOCHES
 BY2787'C/O AL JOHNSON JR., P.O. BOX 2280, NACODOCHES, TX 75961.
 BY2787'TELEPHONENUMBER 409-564-5421.
 BY2787'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 BY2787'HIGHWAY 7, ABOUT 3 KM (1.85 MI) SOUTHWEST OF NACODOCHES.  GO
 BY2787'SOUTHWEST ON STATE HIGHWAY 7 FOR 1.9 KM (1.20 MI) TO TERRY CRAWFORD
 BY2787'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE ROAD FOR 0.8 KM
 BY2787'(0.50 MI) TO A GATE.  GO NORTHWEST ACROSS THE APRON FOR 0.1 KM
 BY2787'(0.05 MI) TO A TAXIWAY.  GO NORTHERLY ON THE TAXIWAY FOR 0.2 KM
 BY2787'(0.10 MI) TO A TAXIWAY.  TURN LEFT AND GO SOUTHWEST FOR 0.3 KM
 BY2787'(0.20 MI) TO A RUNWAY.  TRUN LEFT AND GO SOUTH, CROSSING THE
 BY2787'RUNWAY,FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 BY2787'THE STATION MARK IS SET 35.8 M (117.5 FT) SOUTHWEST OF THE RUNWAY,
 BY2787'18.6 M (61.0 FT) WEST OF A RUNWAY LIGHT, 16.6 M (54.5 FT) EAST OF THE
 BY2787'CENTERLINE OF THE TAXIWAY AT THE HOLDING BARS.  15.2 M (49.9 FT)
 BY2787'SOUTHWEST OF THE CENTER OF A MANHOLE COVER, AND 0.3 M (1.0 FT)
 BY2787'SOUTHOF A WITNESS POST.
 BY2787'ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2787'DESCRIBED BY B.L.L.
 BY2787
 BY2787                          STATION RECOVERY (1988)
 BY2787
 BY2787'RECOVERED 1988
 BY2787'RECOVERED IN GOOD CONDITION.
 BY2787
 BY2787                          STATION RECOVERY (1992)
 BY2787
 BY2787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BY2787'THE STATION IS LOCATED SE OF THE INTERSECTION OF RUNWAYS 15-33 AND
 BY2787'18-36, AND SE OF THE INTERSECTION OF THE N-S TAXIWAY AND RUNWAY 15-33,
 BY2787'293.77 FT (89.54 M) E OF THE CENTERLINE OF RUNWAY 18-36, 117.58 FT
 BY2787'(35.84 M) SW OF THE CENTERLINE OF RUNWAY 15-33, 54.44 FT (16.59 M) E
 BY2787'OF THE CENTERLINE OF THE N-S TAXIWAY, AND 49.78 FT (15.17 M) SW OF A
 BY2787'MANHOLE COVER.  THE STATION IS A STANDARD NGS ROD IN SLEEVE WITH LOGO
 BY2787'COVER SET FLUSH WITH THE GROUND AND STAMPED NACPORT 1987.
 BY2787
 BY2787                          STATION RECOVERY (1994)
 BY2787
 BY2787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 BY2787'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF NACODOCHES,
 BY2787'AT THE A.L.  MANGHAM JR.  REGIONAL AIRPORT, IN THE SOUTH QUADRANT OF
 BY2787'THE JUNCTION OF RUNWAY 15-33 AND THE PARALLEL TAXI FOR RUNWAY 18-36.
 BY2787'OWNERSHIP--CITY OF NACODOCHES, P.O.  DRAWER 630648, NACODOCHES, TX
 BY2787'75963-0648.  AIRPORT MANAGER IS KEVIN KELLY.  PHONE 409-560-9567.
 BY2787'CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.
 BY2787'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 59 AND STATE
 BY2787'HIGHWAY 7, ABOUT 3 KM (1.85 MI) SOUTHWEST OF NACODOCHES, GO SOUTHWEST
 BY2787'ON STATE HIGHWAY 7 FOR 1.9 KM (1.20 MI) TO TERRY CRAWFORD ROAD ON THE
 BY2787'RIGHT.  TURN RIGHT, WEST, ON THE ROAD FOR 0.8 KM (0.50 MI) TO THE
 BY2787'AIRPORT OFFICE ON THE LEFT AT THE APRON.  CONTINUE AHEAD, NORTHWEST,
 BY2787'ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO A TAXI. TURN RIGHT, NORTHERLY
 BY2787'ON THE TAXI FOR 0.1 KM (0.05 MI) TO A TAXI. TURN LEFT, SOUTHWEST FOR
 BY2787'0.3 KM (0.20 MI) TO A RUNWAY.  TURN LEFT, SOUTH, CROSSING THE
 BY2787'RUNWAY,FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION
 BY2787'IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED
 BY2787'SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 BY2787'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 35.8 M (117.5 FT) SOUTHWEST
 BY2787'OF THE CENTER OF THE RUNWAY, 18.6 M (61.0 FT) WEST OF A RUNWAY LIGHT,
 BY2787'16.6 M (54.5 FT) EAST OF THE CENTER OF THE TAXI AT THE HOLDING BARS,
 BY2787'15.2 M (49.9 FT) SOUTHWEST OF THE CENTER OF A MANHOLE COVER, AND 0.3 M
 BY2787'(1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
 BY2787'NOTE--ACTUAL ROD DEPTH UNKNOWN.
 BY2787
 BY2787                          STATION RECOVERY (1997)
 BY2787
 BY2787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BY2787'RECOVERED IN GOOD CONDITION.
 BY2787
 BY2787                          STATION RECOVERY (1998)
 BY2787
 BY2787'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2788 ***********************************************************************
 BY2788  SACS        -  This is a Secondary Airport Control Station.
 BY2788  DESIGNATION -  NACPORT AZ MK
 BY2788  PID         -  BY2788
 BY2788  STATE/COUNTY-  TX/NACOGDOCHES
 BY2788  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY2788
 BY2788                         *CURRENT SURVEY CONTROL
 BY2788  ___________________________________________________________________
 BY2788* NAD 83(1993)-  31 34 15.91306(N)    094 42 36.48961(W)     ADJUSTED  
 BY2788* NAVD 88     -        99.31   (meters)     325.8    (feet)  GPS OBS   
 BY2788  ___________________________________________________________________
 BY2788  X           -    -446,636.546 (meters)                     COMP
 BY2788  Y           -  -5,420,802.287 (meters)                     COMP
 BY2788  Z           -   3,320,042.782 (meters)                     COMP
 BY2788  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 BY2788  ELLIP HEIGHT-          72.17  (meters)          (07/24/01) GPS OBS
 BY2788  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BY2788
 BY2788  HORZ ORDER  -  FIRST
 BY2788  ELLP ORDER  -  THIRD     CLASS I
 BY2788
 BY2788.This mark is at A L Mangham Jr Reg (OCH) Airport (OCH)
 BY2788
 BY2788.The horizontal coordinates were established by GPS observations
 BY2788.and adjusted by the National Geodetic Survey in September 1996..
 BY2788
 BY2788.The orthometric height was determined by GPS observations and a
 BY2788.high-resolution geoid model.
 BY2788
 BY2788.GPS derived orthometric heights for airport stations designated as
 BY2788.PACS or SACS are published to 2 decimal places.  This maintains
 BY2788.centimeter relative accuracy between the PACS and SACS.  It does
 BY2788.not indicate centimeter accuracy relative to other marks which are
 BY2788.part of the NAVD 88 network.
 BY2788
 BY2788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BY2788
 BY2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2788
 BY2788.The ellipsoidal height was determined by GPS observations
 BY2788.and is referenced to NAD 83.
 BY2788
 BY2788.The geoid height was determined by GEOID03.
 BY2788
 BY2788;                    North         East     Units Scale Factor Converg.
 BY2788;SPC TX C     - 3,224,607.252 1,233,548.093   MT  0.99993103   +2 53 46.6
 BY2788;SPC TX C     -10,579,398.96  4,047,065.70   sFT  0.99993103   +2 53 46.6
 BY2788;UTM  15      - 3,494,163.796   337,710.124   MT  0.99992485   -0 53 44.0
 BY2788
 BY2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2788!SPC TX C     -   0.99998867  x   0.99993103  =   0.99991970
 BY2788!UTM  15      -   0.99998867  x   0.99992485  =   0.99991352
 BY2788
 BY2788:                Primary Azimuth Mark                     Grid Az
 BY2788:SPC TX C     -  NACPORT                                  003 53 23.8
 BY2788:UTM  15      -  NACPORT                                  007 40 54.4
 BY2788
 BY2788|---------------------------------------------------------------------|
 BY2788| PID    Reference Object                     Distance      Geod. Az  |
 BY2788|                                                           dddmmss.s |
 BY2788| BY2787 NACPORT                             APPROX. 0.8 KM 0064710.4 |
 BY2788|---------------------------------------------------------------------|
 BY2788
 BY2788                          SUPERSEDED SURVEY CONTROL
 BY2788
 BY2788  ELLIP H (09/12/96)   72.22   (m)                       GP(       ) 3 1
 BY2788  NAD 83(1993)-  31 34 15.91438(N)    094 42 36.49069(W) AD(       ) 3
 BY2788  ELLIP H (02/16/96)   72.17   (m)                       GP(       ) 5 1
 BY2788  ELLIP H (01/21/93)   72.00   (m)                       GP(       ) 4 2
 BY2788  NAD 83(1986)-  31 34 15.92692(N)    094 42 36.47219(W) AD(       ) 3
 BY2788  NAD 27      -  31 34 15.30824(N)    094 42 35.73778(W) AD(       ) 3
 BY2788  NGVD 29 (12/08/88)   99.1    (m)          325.     (f) GPS OBS        
 BY2788
 BY2788.Superseded values are not recommended for survey control.
 BY2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2788.See file dsdata.txt to determine how the superseded data were derived.
 BY2788
 BY2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3771094164(NAD 83)
 BY2788_MARKER: I = METAL ROD
 BY2788_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2788_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2788_STAMPING: NACPORT AZ MK 1987
 BY2788_MARK LOGO: NGS   
 BY2788_PROJECTION: FLUSH
 BY2788_MAGNETIC: I = MARKER IS A STEEL ROD
 BY2788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2788+STABILITY: POSITION/ELEVATION WELL
 BY2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2788+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1997
 BY2788_ROD/PIPE-DEPTH: 3    meters
 BY2788_SLEEVE-DEPTH  : 1 meters
 BY2788
 BY2788  HISTORY     - Date     Condition        Report By
 BY2788  HISTORY     - 1987     MONUMENTED       NGS
 BY2788  HISTORY     - 19880404 GOOD
 BY2788  HISTORY     - 19920615 GOOD             NGS
 BY2788  HISTORY     - 19941015 GOOD             NGS
 BY2788  HISTORY     - 19970319 GOOD             NGS
 BY2788  HISTORY     - 19980919 GOOD             USPSQD
 BY2788
 BY2788                          STATION DESCRIPTION
 BY2788
 BY2788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BY2788'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHWEST OF NACODOCHES,
 BY2788'AT THE EAST TEXAS REGIONAL AIRPORT.  OWNERSHIP--CITY OF NACODOCHES
 BY2788'C/O AL JOHNSON JR., P.O. BOX 2280, NACODOCHES, TX 75961.
 BY2788'TELEPHONENUMBER 409-564-5421.
 BY2788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 BY2788'HIGHWAY 7, ABOUT 3 KM (1.85 MI) SOUTHWEST OF NACODOCHES.  GO
 BY2788'SOUTHWEST ON STATE HIGHWAY 7 FOR 1.9 KM (1.20 MI) TO TERRY CRAWFORD
 BY2788'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE ROAD FOR 0.8 KM
 BY2788'(0.50 MI) TO A GATE.  GO NORTHWEST ACROSS THE APRON FOR 0.1 KM
 BY2788'(0.05 MI) TO A TAXIWAY.  GO NORTHERLY ON THE TAXIWAY FOR 0.2 KM
 BY2788'(0.10 MI) TO A TAXIWAY.  TURN LEFT AND GO SOUTHWEST FOR 0.3 KM
 BY2788'(0.20 MI) TO A RUNWAY.  CROSS THE RUNWAY, THEN TURN LEFT AND GO SOUTH
 BY2788'ON THE TAXIWAY, FOR 0.9 KM (0.55 MI) TO THE AZIMUTH MARK ON THERIGHT,
 BY2788'IN A AREA OF BARE GROUND.
 BY2788'THE STATION MARK IS SET 46.0 M (150.9 FT) EAST OF THE EAST EDGE OF
 BY2788'THE RUNWAY, 18.1 M (59.4 FT) NORTH OF THE CENTERLINE OF THE END
 BY2788'CONNECTOR, 17.2 M (56.4 FT) EAST OF THE EAST END OF A CONCRETE
 BY2788'CULVERT HEADWALL, 15.9 M (52.2 FT) WEST OF THE CENTERLINE OF
 BY2788'THETAXIWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 BY2788'ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2788'DESCRIBED BY V.L.F.
 BY2788
 BY2788                          STATION RECOVERY (1988)
 BY2788
 BY2788'RECOVERED 1988
 BY2788'RECOVERED IN GOOD CONDITION.
 BY2788
 BY2788                          STATION RECOVERY (1992)
 BY2788
 BY2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BY2788'THE STATION IS LOCATED NEAR RUNWAY END 36, 203.26 FT (61.95 M) NE OF
 BY2788'THE CENTERLINE END OF RUNWAY 36, 165.20 FT (50.35 M) ESE OF THE FIRST
 BY2788'RUNWAY LIGHT NORTH OF END 36, 139.53 FT (42.53 M) NE OF THE EAST REIL
 BY2788'LIGHT, 59.26 FT (18.06 M) NORTH OF THE CENTERLINE OF THE E-W TAXIWAY
 BY2788'AND 52.35 FT (15.96 M) WEST OF THE N-S TAXIWAY.  THE STATION IS A
 BY2788'STANDARD NGS ROD IN SLEEVE WITH LOGO COVER SET FLUSH WITH THE GROUND
 BY2788'AND STAMPED NACPORT AZ MK 1987.
 BY2788
 BY2788                          STATION RECOVERY (1994)
 BY2788
 BY2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 BY2788'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF NACODOCHES,
 BY2788'AT THE A.L.  MANGHAM JR.  REGIONAL AIRPORT, IN THE GRASS MEDIAN OF
 BY2788'RUNWAY END 36 AND THE PARALLEL TAXI.  OWNERSHIP--CITY OF NACODOCHES,
 BY2788'P.O.  DRAWER 630648, NACODOCHES, TX 75963-0648.  AIRPORT MANAGER IS
 BY2788'KEVIN KELLY.  PHONE 409-560-9567.  CONTACT HIM ONE DAY IN ADVANCE FOR
 BY2788'PERMISSION TO OCCUPY THIS STATION.  TO REACH THE STATION FROM THE
 BY2788'JUNCTION OF U.S.  HIGHWAY 59 AND STATE HIGHWAY 7, ABOUT 3 KM (1.85 MI)
 BY2788'SOUTHWEST OF NACODOCHES, GO SOUTHWEST ON STATE HIGHWAY 7 FOR 1.9 KM
 BY2788'(1.20 MI) TO TERRY CRAWFORD ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON
 BY2788'THE ROAD FOR 0.8 KM (0.50 MI) TO THE AIRPORT OFFICE ON THE LEFT AT THE
 BY2788'APRON.  CONTINUE AHEAD, NORTHWEST, ACROSS THE APRON FOR 0.1 KM (0.05
 BY2788'MI) TO A TAXI.  TURN RIGHT, NORTHERLY ON THE TAXI FOR 0.1 KM (0.05 MI)
 BY2788'TO A TAXI.  TURN LEFT, SOUTHWEST FOR 0.3 KM (0.20 MI) TO A RUNWAY.
 BY2788'TURN LEFT, SOUTH, CROSSING THE RUNWAY,FOR 0.1 KM (0.05 MI) TO THE
 BY2788'PARALLEL TAXI FOR RUNWAY 18-36.  CONTINUE AHEAD, SOUTH, ALONG THE TAXI
 BY2788'FOR 0.85 KM (0.50 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 BY2788'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED
 BY2788'SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 BY2788'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 46.0 M (150.9 FT) EAST OF
 BY2788'THE EAST EDGE OF THE RUNWAY, 18.0 M (59.1 FT) NORTH OF THE CENTER OF
 BY2788'THE END CONNECTOR, 17.2 M (56.4 FT) EAST OF THE EAST END OF A CONCRETE
 BY2788'CULVERT HEADWALL, 15.9 WEST OF THE CENTER OF THE TAXI, AND 0.6 M (2.0
 BY2788'FT) NORTH OF A FIBERGLASS WITNESS POST.  STATION IS AIRPORT SACS.
 BY2788'DESCRIBED BY D.G.  AUG
 BY2788
 BY2788                          STATION RECOVERY (1997)
 BY2788
 BY2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BY2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 19 MAR 1997 (WCW) .
 BY2788'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH NOTES.  THE STATION IS
 BY2788'LOCATED 57.4 M (188.3 FT) EAST FROM RUNWAY 18-36 CENTER.  THE STATION
 BY2788'IS CLEAR OF THE SAFETY AREA OF RUNWAY 18.  NOTE--ACTUAL ROD DEPTH
 BY2788'UNKNOWN.  NOTE--THIS STATION IS A SECONDARY AIRPORT CONTRL STATION
 BY2788'(SACS)
 BY2788
 BY2788                          STATION RECOVERY (1998)
 BY2788
 BY2788'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2711 ***********************************************************************
 AX2711  DESIGNATION -  NADA
 AX2711  PID         -  AX2711
 AX2711  STATE/COUNTY-  TX/COLORADO
 AX2711  USGS QUAD   -  GARWOOD (1981)
 AX2711
 AX2711                         *CURRENT SURVEY CONTROL
 AX2711  ___________________________________________________________________
 AX2711* NAD 83(1993)-  29 23 22.30746(N)    096 22 58.00711(W)     ADJUSTED  
 AX2711* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 AX2711  ___________________________________________________________________
 AX2711  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AX2711  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX2711
 AX2711  HORZ ORDER  -  SECOND
 AX2711
 AX2711.The horizontal coordinates were established by classical geodetic methods
 AX2711.and adjusted by the National Geodetic Survey in February 1996..
 AX2711
 AX2711.The orthometric height was scaled from a topographic map.
 AX2711
 AX2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2711
 AX2711.The geoid height was determined by GEOID03.
 AX2711
 AX2711;                    North         East     Units Scale Factor Converg.
 AX2711;SPC TXSC     - 4,175,309.886   854,001.255   MT  0.99986370   +1 16 56.0
 AX2711;SPC TXSC     -13,698,495.85  2,801,835.78   sFT  0.99986370   +1 16 56.0
 AX2711;UTM  14      - 3,253,991.649   754,001.581   MT  1.00039616   +1 17 06.3
 AX2711
 AX2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2711!SPC TXSC     -   0.99999706  x   0.99986370  =   0.99986076
 AX2711!UTM  14      -   0.99999706  x   1.00039616  =   1.00039321
 AX2711
 AX2711|---------------------------------------------------------------------|
 AX2711| PID    Reference Object                     Distance      Geod. Az  |
 AX2711|                                                           dddmmss.s |
 AX2711| CV6598 NADA RM 1                            32.611 METERS 07415     |
 AX2711| AX2705 NEW TAITON ST JOHNS CATH CH CR      APPROX.10.1 KM 1515444.2 |
 AX2711| CV6599 NADA RM 2                            19.504 METERS 15413     |
 AX2711| CV6597 NADA AZ MK                                         1643103.8 |
 AX2711| AX2706 RAUN RICE DRYER                     APPROX. 7.7 KM 1940604.5 |
 AX2711| AX2714 STALLMAN RICE DRYER                 APPROX. 7.6 KM 3251601.8 |
 AX2711| AX2713 GARWOOD RICE DRY STOR PLANT         APPROX. 6.5 KM 3424931.7 |
 AX2711| AX2712 GARWOOD IRR CO MAST KKA 544         APPROX. 6.5 KM 3434148.6 |
 AX2711|---------------------------------------------------------------------|
 AX2711
 AX2711                          SUPERSEDED SURVEY CONTROL
 AX2711
 AX2711  NAD 83(1986)-  29 23 22.32129(N)    096 22 57.99265(W) AD(       ) 2
 AX2711  NAD 27      -  29 23 21.43718(N)    096 22 57.11241(W) AD(       ) 2
 AX2711
 AX2711.Superseded values are not recommended for survey control.
 AX2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2711.See file dsdata.txt to determine how the superseded data were derived.
 AX2711
 AX2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5400253992(NAD 83)
 AX2711_MARKER: DS = TRIANGULATION STATION DISK
 AX2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2711
 AX2711  HISTORY     - Date     Condition        Report By
 AX2711  HISTORY     - 1954     MONUMENTED       CGS
 AX2711  HISTORY     - 1963     GOOD             CGS
 AX2711
 AX2711                          STATION DESCRIPTION
 AX2711
 AX2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2711'THE STATION IS LOCATED 16 MILES NORTHWEST OF EL CAMPO, 10 MILES WEST
 AX2711'OF EGYPT, 7 MILES NORTHWEST OF NEW TAITON, 1.0 MILE SOUTH OF NADA ON
 AX2711'PROPERTY OF MARY KUBECKA AND APPEARS TO BE ON THE WHARTON-COLORADO
 AX2711'COUNTY LINE.
 AX2711'
 AX2711'TO REACH THE STATION FROM THE PAVED INTERSECTION IN NADA, GO SOUTH
 AX2711'ON STATE HIGHWAY 71 FOR 1.1 MILES TO THE COUNTY LINE AND THE STATION
 AX2711'ON THE RIGHT.  CONTINUE AHEAD, SOUTH, ON HIGHWAY 71 FOR 0.5 MILE TO
 AX2711'WHERE A POWER LINE CROSSES THE HIGHWAY AND THE AZIMUTH MARK ON THE
 AX2711'LEFT.
 AX2711'
 AX2711'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2711'FLUSH.  IT IS 61 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 71,
 AX2711'12.8 FEET SOUTHWEST OF THE COUNTY LINE MARKER, 10.8 FEET WEST OF THE
 AX2711'WEST RIGHT-OF-WAY LINE AND 3 FEET SOUTHWEST OF A WITNESS POST.  THE
 AX2711'MARK IS STAMPED NADA 1954.
 AX2711'
 AX2711'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2711'PROJECTING 6 INCHES.  IT IS 47 FEET EAST OF THE CENTERLINE OF THE
 AX2711'HIGHWAY, 2 FEET NORTH OF STATE MONUMENT FAP 779 STA OPLUS 00 AND
 AX2711'NEAR THE EAST RIGHT-OF-WAY LINE.  THE MARK IS STAMPED NEDA NO 1
 AX2711'1954.
 AX2711'
 AX2711'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2711'PROJECTING 2 INCHES.  IT IS 63 FEET NORTHEAST OF THE CENTERLINE OF
 AX2711'STATE HIGHWAY 71, 44 FEET EAST OF A SMALL TREE, 4 FEET SOUTHWEST OF
 AX2711'POWER LINE POLE REA-CO-OP 7A 18-1, 14 FEET NORTHEAST OF THE
 AX2711'NORTH-EAST RIGHT-OF-WAY LINE AND 3 FEET EAST OF A WITNESS POST.
 AX2711'THE MARK IS NEAR THE NORTHWEST CORNER OF A CULTIVATED FIELD AND IS
 AX2711'STAMPED NADA 1954.
 AX2711'
 AX2711'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AX2711
 AX2711                          STATION RECOVERY (1963)
 AX2711
 AX2711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2711'STATION, REFERENCE MARKS NO 1 AND 2, AND THE AZIMUTH MARK WERE
 AX2711'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 AX2711'PROCEEDINGS TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2710 ***********************************************************************
 AX2710  DESIGNATION -  NADA CATH CH SOUTH CROSS
 AX2710  PID         -  AX2710
 AX2710  STATE/COUNTY-  TX/COLORADO
 AX2710  USGS QUAD   -  GARWOOD (1981)
 AX2710
 AX2710                         *CURRENT SURVEY CONTROL
 AX2710  ___________________________________________________________________
 AX2710* NAD 83(1993)-  29 24 22.33762(N)    096 22 56.11367(W)     ADJUSTED  
 AX2710* NAVD 88     -                                                        
 AX2710  ___________________________________________________________________
 AX2710  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AX2710  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX2710
 AX2710  HORZ ORDER  -  THIRD
 AX2710
 AX2710.The horizontal coordinates were established by classical geodetic methods
 AX2710.and adjusted by the National Geodetic Survey in February 1996..
 AX2710.No horizontal observational check was made to the station.
 AX2710
 AX2710
 AX2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2710
 AX2710.The geoid height was determined by GEOID03.
 AX2710
 AX2710;                    North         East     Units Scale Factor Converg.
 AX2710;SPC TXSC     - 4,177,158.615   854,010.928   MT  0.99986402   +1 16 56.9
 AX2710;SPC TXSC     -13,704,561.22  2,801,867.52   sFT  0.99986402   +1 16 56.9
 AX2710;UTM  14      - 3,255,841.363   754,011.156   MT  1.00039622   +1 17 09.6
 AX2710
 AX2710                          SUPERSEDED SURVEY CONTROL
 AX2710
 AX2710  NAD 83(1986)-  29 24 22.35160(N)    096 22 56.09918(W) AD(       ) 4
 AX2710  NAD 27      -  29 24 21.46886(N)    096 22 55.21905(W) AD(       ) 3
 AX2710
 AX2710.Superseded values are not recommended for survey control.
 AX2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2710.See file dsdata.txt to determine how the superseded data were derived.
 AX2710
 AX2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5401155841(NAD 83)
 AX2710_MARKER: 91 = CHURCH CROSS
 AX2710
 AX2710  HISTORY     - Date     Condition        Report By
 AX2710  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2710
 AX2710                          STATION DESCRIPTION
 AX2710
 AX2710'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1921 ***********************************************************************
 FL1921  DESIGNATION -  NADIAN
 FL1921  PID         -  FL1921
 FL1921  STATE/COUNTY-  TX/HEMPHILL
 FL1921  USGS QUAD   -  CANADIAN WEST (1972)
 FL1921
 FL1921                         *CURRENT SURVEY CONTROL
 FL1921  ___________________________________________________________________
 FL1921* NAD 83(1993)-  35 54 14.86618(N)    100 22 59.52087(W)     ADJUSTED  
 FL1921* NAVD 88     -       757.     (meters)    2484.     (feet)  SCALED    
 FL1921  ___________________________________________________________________
 FL1921  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FL1921  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FL1921
 FL1921  HORZ ORDER  -  FIRST
 FL1921
 FL1921.The horizontal coordinates were established by classical geodetic methods
 FL1921.and adjusted by the National Geodetic Survey in February 1996..
 FL1921
 FL1921.The orthometric height was scaled from a topographic map.
 FL1921
 FL1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1921
 FL1921.The geoid height was determined by GEOID03.
 FL1921
 FL1921;                    North         East     Units Scale Factor Converg.
 FL1921;SPC TX N     - 1,211,810.736   300,809.012   MT  0.99994679   +0 38 50.0
 FL1921;SPC TX N     - 3,975,749.06    986,904.23   sFT  0.99994679   +0 38 50.0
 FL1921;UTM  14      - 3,974,198.746   375,180.918   MT  0.99979198   -0 48 40.5
 FL1921
 FL1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1921!SPC TX N     -   0.99988555  x   0.99994679  =   0.99983235
 FL1921!UTM  14      -   0.99988555  x   0.99979198  =   0.99967756
 FL1921
 FL1921:                Primary Azimuth Mark                     Grid Az
 FL1921:SPC TX N     -  CANADIAN HEMPHILL CO CTHSE               000 50 45.4
 FL1921:UTM  14      -  CANADIAN HEMPHILL CO CTHSE               002 18 15.9
 FL1921
 FL1921|---------------------------------------------------------------------|
 FL1921| PID    Reference Object                     Distance      Geod. Az  |
 FL1921|                                                           dddmmss.s |
 FL1921| FL1922 CANADIAN HEMPHILL CO CTHSE          APPROX. 1.0 KM 0012935.4 |
 FL1921| FL1923 CANADIAN MUNICIPAL TANK              28.216 METERS 17054     |
 FL1921| CK9496 NADIAN RM 1                          23.634 METERS 17811     |
 FL1921| FL1920 NADIAN 2                             53.649 METERS 18216     |
 FL1921| FL1924 CANADIAN HEMPHILL CO APT BCN        APPROX. 1.6 KM 2355209.7 |
 FL1921| FL1927 NADIAN 1952 AZ MK                   APPROX. 1.1 KM 2364820.1 |
 FL1921| CK9497 NADIAN RM 2                          25.585 METERS 26933     |
 FL1921| FL1926 CANADIAN GRAIN COOP ELEVATOR        APPROX. 1.2 KM 3361857.1 |
 FL1921|---------------------------------------------------------------------|
 FL1921
 FL1921                          SUPERSEDED SURVEY CONTROL
 FL1921
 FL1921  NAD 83(1993)-  35 54 14.86653(N)    100 22 59.52099(W) AD(       ) 1
 FL1921  NAD 83(1986)-  35 54 14.87228(N)    100 22 59.50928(W) AD(       ) 1
 FL1921  NAD 27      -  35 54 14.72000(N)    100 22 58.02600(W) AD(       ) 1
 FL1921
 FL1921.Superseded values are not recommended for survey control.
 FL1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1921.See file dsdata.txt to determine how the superseded data were derived.
 FL1921
 FL1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7518174199(NAD 83)
 FL1921_MARKER: DS = TRIANGULATION STATION DISK
 FL1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1921
 FL1921  HISTORY     - Date     Condition        Report By
 FL1921  HISTORY     - 1952     MONUMENTED       CGS
 FL1921  HISTORY     - 1962     GOOD             CGS
 FL1921
 FL1921                          STATION DESCRIPTION
 FL1921
 FL1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1921'THE STATION IS LOCATED AT THE SOUTHEASTERN EDGE OF CANADIAN,
 FL1921'96 FEET SOUTH OF A DIRT ROAD, 91 FEET NORTH OF A WATER TANK,
 FL1921'57 FEET NORTHWEST OF A TELEPHONE POLE, 5 FEET SOUTH OF A WITNESS
 FL1921'POST, AND ON THE PROPERTY OF THE CITY OF CANADIAN.
 FL1921'
 FL1921'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN
 FL1921'INTERSECTION IN CANADIAN.  GO SOUTH ON U.S. HIGHWAY 60 FOR
 FL1921'0.65 MILE TO A CROSS STREET,* TURN LEFT AND GO EAST ON MOODY
 FL1921'STREET FOR 0.4 MILE, TURN RIGHT AND GO SOUTH ON WASHITA
 FL1921'STREET FOR 0.2 MILE TO THE WATER TANK ON THE HIGHEST POINT
 FL1921'AND THE STATION SITE.  *TO REACH THE AZIMUTH MARK FROM HERE,
 FL1921'CONTINUE SOUTH ON U.S. HIGHWAY 60 FOR 0.6 MILE TO THE AZIMUTH
 FL1921'MARK ON THE RIGHT.
 FL1921'
 FL1921'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1921'POSTS.
 FL1921'
 FL1921'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 FL1921'NADIAN 1952.
 FL1921'
 FL1921'REFERENCE MARK NO. 1 IS 2 FEET NORTHEAST OF THE WATER TANK
 FL1921'AND IS 2 FEET HIGHER THAN THE STATION MARK.  THE MARK IS
 FL1921'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED NADIAN NO 1 1952.
 FL1921'
 FL1921'REFERENCE MARK NO. 2 IS 64 FEET WEST OF A DIRT ROAD AND IS
 FL1921'2 FEET LOWER THAN THE STATION MARK.  THE MARK PROJECTS 4 INCHES,
 FL1921'AND THE DISK IS STAMPED NADIAN NO 2 1952.
 FL1921'
 FL1921'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER LINE OF U.S.
 FL1921'HIGHWAY 60, 3 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST
 FL1921'OF A FENCE LINE.  THE MARK PROJECTS 5 INCHES, AND THE DISK
 FL1921'IS STAMPED NADIAN 1952.
 FL1921
 FL1921                          STATION RECOVERY (1962)
 FL1921
 FL1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 FL1921'THE STATION MARK, REFERENCE MARKS NUMBERS 1, 2 AND THE AZIMUTH
 FL1921'MARK WERE RECOVERED IN GOOD CONDITION.  AT THE REQUEST OF
 FL1921'THE CITY OF CANADIAN TRIANGULATION STATION NADIAN 1952, REFERENCE
 FL1921'MARKS NUMBERS 1 AND 2 WERE DESTROYED TO CLEAR FOR AN OLD
 FL1921'FOLKS HOME AFTER NADAIN 2 1962 WAS ESTABLISHED IN THE NEAR
 FL1921'VICINITY.  THE AZIMUTH MARK WAS USED TO SERVE AS THE AZIMUTH
 FL1921'MARK FOR NADAIN 2.  THE OLD FOLKS HOME WILL BE BUILT OVER THE
 FL1921'SUBSTATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1920 ***********************************************************************
 FL1920  DESIGNATION -  NADIAN 2
 FL1920  PID         -  FL1920
 FL1920  STATE/COUNTY-  TX/HEMPHILL
 FL1920  USGS QUAD   -  CANADIAN WEST (1972)
 FL1920
 FL1920                         *CURRENT SURVEY CONTROL
 FL1920  ___________________________________________________________________
 FL1920* NAD 83(1993)-  35 54 13.12692(N)    100 22 59.60550(W)     ADJUSTED  
 FL1920* NAVD 88     -       757.     (meters)    2484.     (feet)  SCALED    
 FL1920  ___________________________________________________________________
 FL1920  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FL1920  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FL1920
 FL1920  HORZ ORDER  -  SECOND
 FL1920
 FL1920.The horizontal coordinates were established by classical geodetic methods
 FL1920.and adjusted by the National Geodetic Survey in February 1996..
 FL1920.No horizontal observational check was made to the station.
 FL1920
 FL1920.The orthometric height was scaled from a topographic map.
 FL1920
 FL1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1920
 FL1920.The geoid height was determined by GEOID03.
 FL1920
 FL1920;                    North         East     Units Scale Factor Converg.
 FL1920;SPC TX N     - 1,211,757.111   300,807.495   MT  0.99994672   +0 38 50.0
 FL1920;SPC TX N     - 3,975,573.12    986,899.26   sFT  0.99994672   +0 38 50.0
 FL1920;UTM  14      - 3,974,145.186   375,178.038   MT  0.99979198   -0 48 40.5
 FL1920
 FL1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1920!SPC TX N     -   0.99988555  x   0.99994672  =   0.99983228
 FL1920!UTM  14      -   0.99988555  x   0.99979198  =   0.99967756
 FL1920
 FL1920|---------------------------------------------------------------------|
 FL1920| PID    Reference Object                     Distance      Geod. Az  |
 FL1920|                                                           dddmmss.s |
 FL1920| FL1921 NADIAN                               53.649 METERS 00216     |
 FL1920| FL1927 NADIAN 1952 AZ MK                   APPROX. 1.0 KM 2391426.4 |
 FL1920| CK9498 NADIAN 2 RM 3                        11.822 METERS 27624     |
 FL1920| CK9499 NADIAN 2 RM 4                        14.050 METERS 33906     |
 FL1920|---------------------------------------------------------------------|
 FL1920
 FL1920                          SUPERSEDED SURVEY CONTROL
 FL1920
 FL1920  NAD 83(1993)-  35 54 13.12728(N)    100 22 59.60561(W) AD(       ) 2
 FL1920  NAD 83(1986)-  35 54 13.13303(N)    100 22 59.59390(W) AD(       ) 2
 FL1920  NAD 27      -  35 54 12.98000(N)    100 22 58.11100(W) AD(       ) 2
 FL1920
 FL1920.Superseded values are not recommended for survey control.
 FL1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1920.See file dsdata.txt to determine how the superseded data were derived.
 FL1920
 FL1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7517874145(NAD 83)
 FL1920_MARKER: DS = TRIANGULATION STATION DISK
 FL1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1920
 FL1920  HISTORY     - Date     Condition        Report By
 FL1920  HISTORY     - 1962     MONUMENTED       CGS
 FL1920
 FL1920                          STATION DESCRIPTION
 FL1920
 FL1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WCR)
 FL1920'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF CANADIAN,
 FL1920'AT THE SOUTH SIDE OF THE CANADIAN MUNICIPAL WATER TANK, ON
 FL1920'PROPERTY OF THE CITY OF CANADIAN.
 FL1920'
 FL1920'TO REACH THE STATION FROM THE MAIN STREET AND SECOND STREET,
 FL1920'AT THE STOP LIGHT, IN CANADIAN, GO WEST ON SECOND STREET
 FL1920'0.1 MILE TO PURCELL AVENUE.  TURN LEFT, SOUTH, GO 0.25 MILE
 FL1920'ON PURCELL AVENUE TO SIXTH STREET.  TURN RIGHT, WEST, GO
 FL1920'0.15 MILE ON SIXTH STREET TO WASHITA AVENUE, AT THE CANADIAN
 FL1920'HIGH SCHOOL.  TURN LEFT, SOUTH, AND FOLLOW SIXTH STREET FOR
 FL1920'0.4 MILE TO THE MUNICIPAL WATER TANK AND THE STATION ON
 FL1920'THE LEFT.
 FL1920'
 FL1920'STATION MARKS ARE STANDARD DISKS STAMPED NADIAN 2 1962.  THE
 FL1920'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 FL1920'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 280
 FL1920'FEET SOUTH OF BIRCH STREET, 180 FEET EAST OF A GRAVEL ROAD
 FL1920'(6TH STREET), 50 FEET SOUTHEAST OF THE CENTER PIPE OF THE
 FL1920'MUNICIPAL WATER TANK, AND 2 FEET WEST OF A METAL WITNESS POST.
 FL1920'
 FL1920'THE UNDER GROUND STATION DISK IS SET IN AN IRREGULAR MASS
 FL1920'OF CONCRETE 60 INCHES BELOW THE SURFACE OF THE GROUND.
 FL1920'
 FL1920'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED NADIAN 2 NO 3
 FL1920'1962, IS SET IN A DRILL HOLE, CEMENTED INTO THE CONCRETE
 FL1920'FOOTING FOR THE MOST SOUTHLY LEG OF THE MUNICIPAL WATER TANK.
 FL1920'FLUSH WITH THE TOP OF CONCRETE.
 FL1920'
 FL1920'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED NADIAN 2 NO 4
 FL1920'1962, IS CEMENTED IN A DRILL HOLE, IN THE CONCRETE FOOTING
 FL1920'FOR THE SOUTHEAST LEG OF THE MUNICIPAL WATER TANK.  FLUSH
 FL1920'WITH THE TOP OF CONCRETE.
 FL1920'
 FL1920'AZIMUTH MARK, A STANDARD DISK STAMPED NADIAN 1952, SET IN
 FL1920'A ROUND CONCRETE POST WHICH IS 10 INCHES IN DIAMETER.  IT IS
 FL1920'48 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND TRAFFIC
 FL1920'LANE OF U.S. HIGHWAYS 60 AND 83, 1 FOOT EAST OF THE RIGHT-OF-WAY
 FL1920'FENCE, AND 3 FEET NORTH OF A 4 IN X 4 IN WOODEN WITNESS
 FL1920'POST.  IT PROJECTS 2 INCHES.
 FL1920'
 FL1920'TO REACH THE AZIMUTH MARK FROM MAIN STREET AND SECOND STREET,
 FL1920'AT THE STOP LIGHT, IN CANADIAN, GO WEST AND SOUTH ON U.S.
 FL1920'HIGHWAYS 60 AND 83 FOR 1.3 MILES TO AZIMUTH MARK ON THE RIGHT.
 FL1920'
 FL1920'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1063 ***********************************************************************
 CT1063  DESIGNATION -  NAIL
 CT1063  PID         -  CT1063
 CT1063  STATE/COUNTY-  TX/SHACKELFORD
 CT1063  USGS QUAD   -  ANTELOPE HILLS (1965)
 CT1063
 CT1063                         *CURRENT SURVEY CONTROL
 CT1063  ___________________________________________________________________
 CT1063* NAD 83(1993)-  32 55 44.46800(N)    099 22 44.29840(W)     ADJUSTED  
 CT1063* NAVD 88     -       524.     (meters)    1719.     (feet)  VERTCON   
 CT1063  ___________________________________________________________________
 CT1063  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CT1063  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CT1063
 CT1063  HORZ ORDER  -  FIRST
 CT1063
 CT1063.The horizontal coordinates were established by classical geodetic methods
 CT1063.and adjusted by the National Geodetic Survey in February 1996..
 CT1063
 CT1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1063
 CT1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1063
 CT1063.The geoid height was determined by GEOID03.
 CT1063
 CT1063;                    North         East     Units Scale Factor Converg.
 CT1063;SPC TXNC     - 2,140,325.685   517,802.794   MT  0.99987490   -0 28 45.8
 CT1063;SPC TXNC     - 7,022,051.85  1,698,824.67   sFT  0.99987490   -0 28 45.8
 CT1063;UTM  14      - 3,643,481.712   464,569.609   MT  0.99961548   -0 12 21.6
 CT1063
 CT1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1063!SPC TXNC     -   0.99992230  x   0.99987490  =   0.99979721
 CT1063!UTM  14      -   0.99992230  x   0.99961548  =   0.99953781
 CT1063
 CT1063|---------------------------------------------------------------------|
 CT1063| PID    Reference Object                     Distance      Geod. Az  |
 CT1063|                                                           dddmmss.s |
 CT1063| CX7803 NAIL RM 1                            18.080 METERS 02223     |
 CT1063| CX7804 NAIL RM 2                            23.584 METERS 15021     |
 CT1063| CX7802 NAIL AZ MK                                         1705828.0 |
 CT1063|---------------------------------------------------------------------|
 CT1063
 CT1063                          SUPERSEDED SURVEY CONTROL
 CT1063
 CT1063  NAD 83(1993)-  32 55 44.47122(N)    099 22 44.29213(W) AD(       ) 1
 CT1063  NAD 83(1986)-  32 55 44.47393(N)    099 22 44.28947(W) AD(       ) 1
 CT1063  NAD 27      -  32 55 44.07700(N)    099 22 43.00200(W) AD(       ) 1
 CT1063  NGVD 29 (07/19/86)  524.     (m)         1719.     (f) VERT ANG       
 CT1063
 CT1063.Superseded values are not recommended for survey control.
 CT1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1063.See file dsdata.txt to determine how the superseded data were derived.
 CT1063
 CT1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB6457043482(NAD 83)
 CT1063_MARKER: DS = TRIANGULATION STATION DISK
 CT1063_SETTING: 66 = SET IN ROCK OUTCROP
 CT1063_SP_SET: PARTIALLY EXPOSED BEDROCK
 CT1063
 CT1063  HISTORY     - Date     Condition        Report By
 CT1063  HISTORY     - 1935     MONUMENTED       CGS
 CT1063  HISTORY     - 1938     GOOD             TXHD
 CT1063  HISTORY     - 1957     GOOD             CGS
 CT1063
 CT1063                          STATION DESCRIPTION
 CT1063
 CT1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1063'STATION IS ON LAND OWNED BY MR. J.H. NAIL, 15 MILES NNW OF
 CT1063'ALBANY, AND 2 MILES S OF THE THROCKMORTON-SCHACKELFORD COUNTY
 CT1063'LINE.  STATION IS ON TOP OF THE HIGHEST AND SOUTHEASTERN OF
 CT1063'SEVERAL VERY PROMINENT KNOBS KNOWN AS ANTELOPE HILLS.
 CT1063'
 CT1063'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BEDROCK.
 CT1063'
 CT1063'REFERENCE MARK NO. 1 IS N OF STATION.
 CT1063'
 CT1063'REFERENCE MARK NO. 2 IS SSE OF STATION.
 CT1063'
 CT1063'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 CT1063'
 CT1063'AZIMUTH MARK IS SET 2 FEET E OF FENCE LINE.  REACHED FROM
 CT1063'STATION BY FOLLOWING A N-S FENCE LINE BY GOING S FOR 0.5 MILE.
 CT1063'
 CT1063'TO REACH STATION FROM THE COURTHOUSE IN ALBANY, GO N ON U.S.
 CT1063'HIGHWAY 283, FOR 7.5 MILES, THEN TURN LEFT OFF OF U.S. HIGHWAY
 CT1063'283, AND THROUGH CATTLE GUARD AT GATE MARKED NAIL RANCH FOR
 CT1063'1.25 MILES, THEN KEEP MAIN RIGHT FORK FOR 2.15 MILES TO NAIL
 CT1063'RANCH HOUSE.  KEEP ROAD TO RIGHT OF RANCH HOUSE AND INTO PASTURE
 CT1063'FOR 0.4 MILE, THEN KEEP RIGHT FORK AFTER PASSING THROUGH PLANK
 CT1063'GATE FOR 2.2 MILES, THEN TAKE LEFT FORK AT TANK ON RIGHT FOR
 CT1063'0.45 MILE, THEN KEEP STRAIGHT AHEAD AT DIM CROSS ROAD FOR 2.75
 CT1063'MILES, OR 1.7 MILES AFTER PASSING THROUGH CATTLE GUARD,
 CT1063'THENCE 2.4 MILES NW ON TRAIL TO CATTLE GUARD AND FENCE
 CT1063'CORNER, THEN TURN RIGHT (N) AND FOLLOW FENCE N FOR 1.7
 CT1063'MILES TO FENCE CORNER AND TAKE RIGHT FORK OF ROAD, AROUND
 CT1063'KNOLL FOR 0.3 MILE AND STATION ON TOP OF PROMINENT KNOLL.
 CT1063'MARK IS SET 8 INCHES BELOW THE SURFACE OF GROUND.  NO
 CT1063'UNDERGROUND MARK WAS SET.
 CT1063'
 CT1063'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 CT1063
 CT1063                          STATION RECOVERY (1938)
 CT1063
 CT1063'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CT1063'DESCRIPTION AS GIVEN BY C.I.A., IN REACHING STATION IS SATISFACTORY.
 CT1063'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CT1063'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CT1063
 CT1063                          STATION RECOVERY (1957)
 CT1063
 CT1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1063'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1063'CONDITION.  THE STATION MARK IS ABOUT 12 INCHES BELOW THE SURFACE
 CT1063'OF THE GROUND.  THE AZIMUTH MARK IS ABOUT 0.7 MILE FROM THE
 CT1063'STATION INSTEAD OF 0.5 MILE AS PREVIOUSLY DESCRIBED.  THE
 CT1063'DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1267 ***********************************************************************
 DM1267  DESIGNATION -  NAPLES
 DM1267  PID         -  DM1267
 DM1267  STATE/COUNTY-  TX/MORRIS
 DM1267  USGS QUAD   -  NAPLES (1980)
 DM1267
 DM1267                         *CURRENT SURVEY CONTROL
 DM1267  ___________________________________________________________________
 DM1267* NAD 83(1993)-  33 12 21.72418(N)    094 40 50.01040(W)     ADJUSTED  
 DM1267* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 DM1267  ___________________________________________________________________
 DM1267  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DM1267  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DM1267
 DM1267  HORZ ORDER  -  FIRST
 DM1267
 DM1267.The horizontal coordinates were established by classical geodetic methods
 DM1267.and adjusted by the National Geodetic Survey in February 1996..
 DM1267
 DM1267.The orthometric height was scaled from a topographic map.
 DM1267
 DM1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1267
 DM1267.The geoid height was determined by GEOID03.
 DM1267
 DM1267;                    North         East     Units Scale Factor Converg.
 DM1267;SPC TXNC     - 2,177,172.511   955,984.662   MT  0.99987624   +2 04 59.2
 DM1267;SPC TXNC     - 7,142,940.15  3,136,426.35   sFT  0.99987624   +2 04 59.2
 DM1267;UTM  15      - 3,675,386.574   343,366.072   MT  0.99990250   -0 55 14.0
 DM1267
 DM1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1267!SPC TXNC     -   0.99998239  x   0.99987624  =   0.99985863
 DM1267!UTM  15      -   0.99998239  x   0.99990250  =   0.99988489
 DM1267
 DM1267:                Primary Azimuth Mark                     Grid Az
 DM1267:SPC TXNC     -  NAPLES AZ MK RESET                       059 18 06.8
 DM1267:UTM  15      -  NAPLES AZ MK RESET                       062 18 20.0
 DM1267
 DM1267|---------------------------------------------------------------------|
 DM1267| PID    Reference Object                     Distance      Geod. Az  |
 DM1267|                                                           dddmmss.s |
 DM1267| CX6817 NAPLES AZ MK RESET                                 0612306.0 |
 DM1267| CX6816 NAPLES AZ MK                                       0630651.8 |
 DM1267| CX6820 NAPLES RM 3                          44.458 METERS 20950     |
 DM1267| DM1266 NAPLES MUNICIPAL TANK               125.062 METERS 23249     |
 DM1267| DM1265 OMAHA MUNICIPAL TANK                APPROX. 6.6 KM 2453201.5 |
 DM1267| CX6819 NAPLES RM 2                          32.028 METERS 24637     |
 DM1267| CX5592 CHIMNEY NE CORNER SCH HOUSE          66.751 METERS 27223     |
 DM1267| CX6821 NAPLES RM 4                          24.396 METERS 32911     |
 DM1267| CX6818 NAPLES RM 1                          50.006 METERS 33413     |
 DM1267|---------------------------------------------------------------------|
 DM1267
 DM1267                          SUPERSEDED SURVEY CONTROL
 DM1267
 DM1267  NAD 83(1993)-  33 12 21.72718(N)    094 40 50.00672(W) AD(       ) 1
 DM1267  NAD 83(1986)-  33 12 21.72838(N)    094 40 49.99841(W) AD(       ) 1
 DM1267  NAD 27      -  33 12 21.29000(N)    094 40 49.26000(W) AD(       ) 1
 DM1267
 DM1267.Superseded values are not recommended for survey control.
 DM1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1267.See file dsdata.txt to determine how the superseded data were derived.
 DM1267
 DM1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS4336675387(NAD 83)
 DM1267_MARKER: DS = TRIANGULATION STATION DISK
 DM1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1267
 DM1267  HISTORY     - Date     Condition        Report By
 DM1267  HISTORY     - 1935     MONUMENTED       CGS
 DM1267  HISTORY     - 1958     GOOD             CGS
 DM1267
 DM1267                          STATION DESCRIPTION
 DM1267
 DM1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1267'THIS STATION IS IN THE TOWN OF NAPLES, ON HILL ON WHICH
 DM1267'THE PUBLIC SCHOOL BUILDING STANDS.  IT IS AT THE SE CORNER
 DM1267'OF SCHOOLYARD, 106.5 FEET ENE OF THE SE CORNER OF SCHOOL
 DM1267'BUILDING, 32 FEET E OF 24-INCH OAK TREE, 45 FEET NW OF DIRT
 DM1267'STREET, WHICH LEADS NE AND SW, 45 FEET SW OF DIRT STREET,
 DM1267'WHICH LEADS NW AND SE.  THE MARK IS FLUSH WITH THE GROUND.
 DM1267'
 DM1267'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 DM1267'SET IN CONCRETE.
 DM1267'
 DM1267'REFERENCE MARK NO. 1 IS NW OF THE STATION, 9 FEET NW OF
 DM1267'FENCE CORNER AT NE CORNER OF SCHOOLYARD, 27 FEET SW OF CENTER
 DM1267'LINE OF DIRT STREET, 2 FEET NE OF SW RIGHT-OF-WAY FENCE
 DM1267'LINE.  THE MARK IS FLUSH WITH THE GROUND.  THE MARK IS AN
 DM1267'8-INCH ROUND TOP BOLT SUNK IN CONCRETE.
 DM1267'
 DM1267'REFERENCE MARK NO. 2 IS SW OF THE STATION, AT THE SE CORNER
 DM1267'OF SCHOOLBUILDING, 2 FEET NE OF THE FACE OF BUILDING, 3.45
 DM1267'FEET NW OF THE SE CORNER OF BUILDING.  THE MARK IS FLUSH
 DM1267'WITH THE GROUND.  THE MARK IS AN 8-INCH ROUND TOP BOLT SUNK
 DM1267'IN CONCRETE.
 DM1267'
 DM1267'THE AZIMUTH MARK IS NE OF THE STATION ALONG RIGHT-OF-WAY
 DM1267'OF U.S. HIGHWAY 67, ABOUT 0.1 MILE NNE OF GULF REFINING
 DM1267'COMPANY GASOLINE STORAGE TANKS, 45 FEET NNW OF CENTER LINE
 DM1267'OF U.S. HIGHWAY 67, 1 FOOT ESE OF RIGHT-OF-WAY FENCE LINE.
 DM1267'THE MARK PROJECTS 8 INCHES.  THIS MARK IS AN 8-INCH ROUND
 DM1267'TOP BOLT SUNK IN CONCRETE.
 DM1267'
 DM1267'REACHED FROM THE RAILROAD DEPOT IN NAPLES BY GOING NW FROM
 DM1267'U.S. HIGHWAY 67 0.1 MILE TO TOP OF HILL AND SCHOOLHOUSE.
 DM1267'
 DM1267'ALL LIGHTS COME INTO VIEW AT 48 FEET.
 DM1267
 DM1267                          STATION RECOVERY (1958)
 DM1267
 DM1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1267'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DM1267'CONDITION.  REFERENCE MARK NUMBER ONE AND REFERENCE MARK
 DM1267'NUMBER TWO AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT
 DM1267'FOUND.  NEW REFERENCE MARK NUMBER THREE AND REFERENCE MARK
 DM1267'NUMBER FOUR AND A NEW AZIMUTH MARK WERE ESTABLISHED.  A NEW
 DM1267'AND COMPLETE DESCRIPTION FOLLOWS--
 DM1267'
 DM1267'THE STATION IS LOCATED IN THE TOWN OF NAPLES, ON A HILL ON
 DM1267'WHICH AN OLD ABANDONED SCHOOL BUILDING STANDS.  IT IS ABOUT
 DM1267'200 FEET EAST OF THE SCHOOL BUILDING, 71 FEET WEST OF A
 DM1267'POWER LINE POLE, 44 FEET NORTH OF THE CENTER OF A DIRT ROAD
 DM1267'AND 42 FEET WEST OF THE CENTER OF A OILED ROAD.  THE MARK
 DM1267'IS SETTING FLUSH WITH THE SURFACE OF THE GROUND AND THE
 DM1267'DISK IS STAMPED NAPLES 1935.
 DM1267'
 DM1267'REFERENCE MARK NUMBER THREE IS 23 FEET SOUTHWEST OF THE
 DM1267'CENTER OF THE DIRT ROAD AND 2 FEET NORTH OF A POWER LINE
 DM1267'POLE.  THE MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE
 DM1267'OF THE GROUND AND THE DISK IS STAMPED NAPLES NO 3 1935.
 DM1267'
 DM1267'REFERENCE MARK NUMBER FOUR IS 42 FEET SOUTHWEST OF THE CENTER
 DM1267'OF THE OILED ROAD AND 2 FEET NORTH OF A 12 X 12 INCH CONCRETE
 DM1267'POST.  THE MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE
 DM1267'OF THE GROUND AND THE DISK IS STAMPED NAPLES NO 4 1935.
 DM1267'
 DM1267'AZIMUTH MARK IS 58 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 DM1267'NUMBER 67, 4 FEET SOUTHEAST OF A POWER LINE POLE, 2 FEET
 DM1267'SOUTHWEST OF A FENCE CORNER AND 1 FOOT SOUTHEAST OF A WHITE
 DM1267'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES ABOVE THE
 DM1267'SURFACE OF THE GROUND AND THE DISK IS STAMPED NAPLES 1935
 DM1267'RESET 1958.
 DM1267'
 DM1267'TO REACH THE STATION FROM THE POST OFFICE IN NAPLES GO EAST
 DM1267'ON U.S. HIGHWAY NUMBER 67 FOR 0.2 MILE TO PINE STREET, *TURN
 DM1267'LEFT ON PINE STREET FOR 0.15 MILE TO THE STATION ON THE
 DM1267'LEFT AS DESCRIBED.
 DM1267'
 DM1267'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON U.S.
 DM1267'HIGHWAY NUMBER 67 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 DM1267'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1266 ***********************************************************************
 DM1266  DESIGNATION -  NAPLES MUNICIPAL TANK
 DM1266  PID         -  DM1266
 DM1266  STATE/COUNTY-  TX/MORRIS
 DM1266  USGS QUAD   -  NAPLES (1980)
 DM1266
 DM1266                         *CURRENT SURVEY CONTROL
 DM1266  ___________________________________________________________________
 DM1266* NAD 83(1993)-  33 12 19.27112(N)    094 40 53.85790(W)     ADJUSTED  
 DM1266* NAVD 88     -                                                        
 DM1266  ___________________________________________________________________
 DM1266  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DM1266  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DM1266
 DM1266  HORZ ORDER  -  THIRD
 DM1266
 DM1266.The horizontal coordinates were established by classical geodetic methods
 DM1266.and adjusted by the National Geodetic Survey in February 1996..
 DM1266
 DM1266
 DM1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1266
 DM1266.The geoid height was determined by GEOID03.
 DM1266
 DM1266;                    North         East     Units Scale Factor Converg.
 DM1266;SPC TXNC     - 2,177,093.376   955,887.840   MT  0.99987621   +2 04 57.1
 DM1266;SPC TXNC     - 7,142,680.52  3,136,108.69   sFT  0.99987621   +2 04 57.1
 DM1266;UTM  15      - 3,675,312.619   343,265.235   MT  0.99990289   -0 55 16.0
 DM1266
 DM1266                          SUPERSEDED SURVEY CONTROL
 DM1266
 DM1266  NAD 83(1993)-  33 12 19.27532(N)    094 40 53.85228(W) AD(       ) 4
 DM1266  NAD 83(1986)-  33 12 19.27493(N)    094 40 53.84654(W) AD(       ) 4
 DM1266  NAD 27      -  33 12 18.83800(N)    094 40 53.10600(W) AD(       ) 3
 DM1266
 DM1266.Superseded values are not recommended for survey control.
 DM1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1266.See file dsdata.txt to determine how the superseded data were derived.
 DM1266
 DM1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS4326575313(NAD 83)
 DM1266_MARKER: 53 = ELEVATED TANK
 DM1266
 DM1266  HISTORY     - Date     Condition        Report By
 DM1266  HISTORY     - 1958     FIRST OBSERVED   CGS
 DM1266
 DM1266                          STATION DESCRIPTION
 DM1266
 DM1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1266'THE STATION IS LOCATED IN ABOUT THE CENTER OF NAPLES.  THE TANK
 DM1266'IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND ITS OVER-ALL
 DM1266'HEIGHT IS ABOUT 100 FEET.  IT IS PAINTED SILVER IN COLOR.  THE
 DM1266'TOP AND CENTER WAS THE POINT INTERSECTED.
 DM1266'
 DM1266'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND CEDAR AVE. JUST
 DM1266'OPPISITE THE RAILROAD IN NAPLES, GO NORTH ON CEDAR AVE. FOR 0.15
 DM1266'MILE TO WATER TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0512 ***********************************************************************
 DP0512  DESIGNATION -  NARCISSO
 DP0512  PID         -  DP0512
 DP0512  STATE/COUNTY-  TX/COTTLE
 DP0512  USGS QUAD   -  GROW NW (1981)
 DP0512
 DP0512                         *CURRENT SURVEY CONTROL
 DP0512  ___________________________________________________________________
 DP0512* NAD 83(1993)-  33 58 38.31605(N)    100 28 37.05154(W)     ADJUSTED  
 DP0512* NAVD 88     -       633.     (meters)    2077.     (feet)  SCALED    
 DP0512  ___________________________________________________________________
 DP0512  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DP0512  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DP0512
 DP0512  HORZ ORDER  -  SECOND
 DP0512
 DP0512.The horizontal coordinates were established by classical geodetic methods
 DP0512.and adjusted by the National Geodetic Survey in February 1996..
 DP0512
 DP0512.The orthometric height was scaled from a topographic map.
 DP0512
 DP0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0512
 DP0512.The geoid height was determined by GEOID03.
 DP0512
 DP0512;                    North         East     Units Scale Factor Converg.
 DP0512;SPC TXNC     - 2,257,959.055   417,320.778   MT  1.00000299   -1 04 41.6
 DP0512;SPC TXNC     - 7,407,987.33  1,369,159.92   sFT  1.00000299   -1 04 41.6
 DP0512;UTM  14      - 3,760,623.060   363,564.087   MT  0.99982947   -0 49 32.0
 DP0512
 DP0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0512!SPC TXNC     -   0.99990494  x   1.00000299  =   0.99990793
 DP0512!UTM  14      -   0.99990494  x   0.99982947  =   0.99973442
 DP0512
 DP0512:                Primary Azimuth Mark                     Grid Az
 DP0512:SPC TXNC     -  NARCISSO AZ MK                           001 20 15.0
 DP0512:UTM  14      -  NARCISSO AZ MK                           001 05 05.4
 DP0512
 DP0512|---------------------------------------------------------------------|
 DP0512| PID    Reference Object                     Distance      Geod. Az  |
 DP0512|                                                           dddmmss.s |
 DP0512| CX7805 NARCISSO AZ MK                                     0001533.4 |
 DP0512| CX7806 NARCISSO RM 1                        21.673 METERS 01006     |
 DP0512| CX7807 NARCISSO RM 2                        27.550 METERS 27154     |
 DP0512|---------------------------------------------------------------------|
 DP0512
 DP0512                          SUPERSEDED SURVEY CONTROL
 DP0512
 DP0512  NAD 83(1993)-  33 58 38.31801(N)    100 28 37.05112(W) AD(       ) 2
 DP0512  NAD 83(1986)-  33 58 38.32182(N)    100 28 37.04443(W) AD(       ) 2
 DP0512  NAD 27      -  33 58 38.03780(N)    100 28 35.61191(W) AD(       ) 2
 DP0512
 DP0512.Superseded values are not recommended for survey control.
 DP0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0512.See file dsdata.txt to determine how the superseded data were derived.
 DP0512
 DP0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC6356460623(NAD 83)
 DP0512_MARKER: DS = TRIANGULATION STATION DISK
 DP0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0512
 DP0512  HISTORY     - Date     Condition        Report By
 DP0512  HISTORY     - 1965     MONUMENTED       CGS
 DP0512
 DP0512                          STATION DESCRIPTION
 DP0512
 DP0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 DP0512'THE STATION IS ABOUT 20 MILES EAST OF MATADOR, 10 MILES
 DP0512'WEST-SOUTHWEST OF PADUCAH, 1-3/4 MILES SOUTH OF THE COMMUNITY OF
 DP0512'NARCISSO, 3/4 MILE SOUTH OF U.S. HIGHWAY 62 AND 70, ON THE EAST
 DP0512'SIDE OF THE ROAD RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED
 DP0512'ROAD.
 DP0512'
 DP0512'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62, 70 AND 83
 DP0512'IN PADUCAH, GO WEST ON U.S. HIGHWAY 62 AND 70 FOR 4.75 MILES TO A
 DP0512'PAVED CROSSROAD (FARM ROAD 1037).  CONTINUE WEST ON THE HIGHWAY FOR
 DP0512'5.95 MILES TO A CROSSROAD AT SIGN SWENSON LAND AND CATTLE CO.
 DP0512'TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.45 MILE TO THE
 DP0512'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, SOUTH, FOR 0.25 MILE TO
 DP0512'THE STATION ON THE LEFT.
 DP0512'
 DP0512'THE STATION MARK IS A STANDARD DISK, STAMPED NARCISSO 1964, SET IN
 DP0512'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0512'PROJECTS 5 INCHES.  IT IS 55 FEET EAST OF THE CENTERLINE OF A
 DP0512'NORTH-SOUTH GRAVELED ROAD, 9 FEET WEST OF A FENCE LINE AND 4
 DP0512'FEET SOUTHEAST OF A WITNESS POST.
 DP0512'
 DP0512'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NARCISSO NO 1 1964, SET
 DP0512'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0512'PROJECTS 5 INCHES.  IT IS 63 FEET EAST OF THE CENTERLINE OF THE
 DP0512'GRAVELED ROAD, 1 FOOT WEST OF THE FENCE LINE AND ABOUT THE SAME
 DP0512'ELEVATION AS THE STATION.
 DP0512'
 DP0512'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NARCISSO NO 2 1964, SET
 DP0512'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0512'PROJECTS 5 INCHES.  IT IS 35 FEET WEST OF THE CENTERLINE OF THE
 DP0512'GRAVELED ROAD, 1.3 FEET WEST OF THE FENCE LINE AND ABOUT THE SAME
 DP0512'ELEVATION AS THE STATION.
 DP0512'
 DP0512'AZIMUTH MARK IS A STANDARD DISK, STAMPED NARCISSO 1964, SET IN THE
 DP0512'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DP0512'4 INCHES.  IT IS 16 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 DP0512'GRAVELED ROAD, 3.8 FEET EAST OF A FENCE LINE AND 2.3 FEET NORTH OF
 DP0512'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1647 ***********************************************************************
 AH1647  DESIGNATION -  NAS CORPUS
 AH1647  PID         -  AH1647
 AH1647  STATE/COUNTY-  TX/NUECES
 AH1647  USGS QUAD   -  OSO CREEK NE (1975)
 AH1647
 AH1647                         *CURRENT SURVEY CONTROL
 AH1647  ___________________________________________________________________
 AH1647* NAD 83(1993)-  27 40 58.14208(N)    097 15 39.87745(W)     ADJUSTED  
 AH1647* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 AH1647  ___________________________________________________________________
 AH1647  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1647  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AH1647
 AH1647  HORZ ORDER  -  THIRD
 AH1647
 AH1647.The horizontal coordinates were established by classical geodetic methods
 AH1647.and adjusted by the National Geodetic Survey in February 1996..
 AH1647
 AH1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1647
 AH1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1647
 AH1647.The geoid height was determined by GEOID03.
 AH1647
 AH1647;                    North         East     Units Scale Factor Converg.
 AH1647;SPC TX S     - 5,223,977.863   422,211.535   MT  0.99996535   +0 33 44.9
 AH1647;SPC TX S     -17,139,000.71  1,385,205.68   sFT  0.99996535   +0 33 44.9
 AH1647;UTM  14      - 3,063,276.443   671,488.373   MT  0.99996300   +0 48 29.0
 AH1647
 AH1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1647!SPC TX S     -   1.00000361  x   0.99996535  =   0.99996896
 AH1647!UTM  14      -   1.00000361  x   0.99996300  =   0.99996661
 AH1647
 AH1647                          SUPERSEDED SURVEY CONTROL
 AH1647
 AH1647  NAD 83(1986)-  27 40 58.15091(N)    097 15 39.85424(W) AD(       ) 3
 AH1647  NGVD 29 (06/28/90)    3.     (m)           10.     (f) VERT ANG       
 AH1647
 AH1647.Superseded values are not recommended for survey control.
 AH1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1647.See file dsdata.txt to determine how the superseded data were derived.
 AH1647
 AH1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7148863276(NAD 83)
 AH1647_MARKER: DD = SURVEY DISK
 AH1647_SETTING: 0 = UNSPECIFIED SETTING
 AH1647_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1647
 AH1647  HISTORY     - Date     Condition        Report By
 AH1647  HISTORY     - 1988     MONUMENTED       NOS
 AH1647
 AH1647                          STATION DESCRIPTION
 AH1647
 AH1647'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1647'THE STATION IS LOCATED AT THE NAVAL AIR BASE AT CORPUS CHRISTI
 AH1647'TEXAS.
 AH1647'
 AH1647'PERMISSION MUST BE OBTAINED FROM THE NAVAL AUTHORITIES PRIOR TO THIS
 AH1647'STATIONS USE.  CONTACT THE BASE ENGINEERS FOR THE STATIONS LOCATION.
 AH1647'
 AH1647'THE STATION IS A STANDARD NOS ALUMINUM DISK ATTACHED TO A 42 INCH
 AH1647'ALUMINUM ROD WHICH IN TURN IS SET IN A 10 INCH DIAMETER CONCRETE
 AH1647'MONUMENT.  THE DISK AND ROD PROJECT 0.25 FEET ABOVE THE SURFACE OF
 AH1647'THE CONCRETE.  THE DISK IS STAMPED---NAS CORPUS 1988---.
 AH1647'
 AH1647'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH1647'DESCRIBED BY GLM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1020 ***********************************************************************
 AW1020  DESIGNATION -  NASA
 AW1020  PID         -  AW1020
 AW1020  STATE/COUNTY-  TX/HARRIS
 AW1020  USGS QUAD   -  LEAGUE CITY (1995)
 AW1020
 AW1020                         *CURRENT SURVEY CONTROL
 AW1020  ___________________________________________________________________
 AW1020* NAD 83(1993)-  29 33 41.12987(N)    095 05 22.20091(W)     ADJUSTED  
 AW1020* NAVD 88     -         4.976  (meters)      16.33   (feet)  ADJUSTED  
 AW1020  ___________________________________________________________________
 AW1020  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW1020  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1020  DYNAMIC HT  -           4.969 (meters)      16.30  (feet)  COMP
 AW1020  MODELED GRAV-     979,273.6   (mgal)                       NAVD 88
 AW1020
 AW1020  HORZ ORDER  -  FIRST
 AW1020  VERT ORDER  -  FIRST     CLASS II
 AW1020
 AW1020.The horizontal coordinates were established by classical geodetic methods
 AW1020.and adjusted by the National Geodetic Survey in February 1996..
 AW1020
 AW1020.The orthometric height was determined by differential leveling
 AW1020.and adjusted by the National Geodetic Survey in June 1991..
 AW1020
 AW1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1020
 AW1020.The geoid height was determined by GEOID03.
 AW1020
 AW1020.The dynamic height is computed by dividing the NAVD 88
 AW1020.geopotential number by the normal gravity value computed on the
 AW1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1020.degrees latitude (g = 980.6199 gals.).
 AW1020
 AW1020.The modeled gravity was interpolated from observed gravity values.
 AW1020
 AW1020;                    North         East     Units Scale Factor Converg.
 AW1020;SPC TXSC     - 4,197,852.799   978,838.115   MT  0.99987103   +1 54 56.9
 AW1020;SPC TXSC     -13,772,455.39  3,211,404.72   sFT  0.99987103   +1 54 56.9
 AW1020;UTM  15      - 3,272,010.886   297,569.106   MT  1.00010565   -1 01 52.4
 AW1020
 AW1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1020!SPC TXSC     -   1.00000346  x   0.99987103  =   0.99987449
 AW1020!UTM  15      -   1.00000346  x   1.00010565  =   1.00010911
 AW1020
 AW1020|---------------------------------------------------------------------|
 AW1020| PID    Reference Object                     Distance      Geod. Az  |
 AW1020|                                                           dddmmss.s |
 AW1020| AW1021 D 1214                               62.715 METERS 02850     |
 AW1020| CV6601 NASA RM 1                            27.304 METERS 13953     |
 AW1020| CV6600 NASA AZ MK                                         2033909.1 |
 AW1020|---------------------------------------------------------------------|
 AW1020
 AW1020                          SUPERSEDED SURVEY CONTROL
 AW1020
 AW1020  NAD 83(1986)-  29 33 41.14644(N)    095 05 22.18100(W) AD(       ) 1
 AW1020  NAD 27      -  29 33 40.30753(N)    095 05 21.42971(W) AD(       ) 1
 AW1020  NGVD 29 (12/23/87)    4.973  (m)           16.32   (f) ADJUSTED    1 2
 AW1020
 AW1020.Superseded values are not recommended for survey control.
 AW1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1020.See file dsdata.txt to determine how the superseded data were derived.
 AW1020
 AW1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9756972011(NAD 83)
 AW1020_MARKER: DS = TRIANGULATION STATION DISK
 AW1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1020_SP_SET: CONCRETE POST
 AW1020_STAMPING: NASA 1968
 AW1020_MARK LOGO: CGS   
 AW1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1020+STABILITY: SURFACE MOTION
 AW1020
 AW1020  HISTORY     - Date     Condition        Report By
 AW1020  HISTORY     - 1968     MONUMENTED       CGS
 AW1020  HISTORY     - 1973     GOOD             NGS
 AW1020  HISTORY     - 1974     GOOD
 AW1020  HISTORY     - 1978     GOOD             NGS
 AW1020  HISTORY     - 19841010 GOOD             NGS
 AW1020  HISTORY     - 1987     GOOD             USPSQD
 AW1020  HISTORY     - 1987     GOOD             USPSQD
 AW1020  HISTORY     - 1987     GOOD             USPSQD
 AW1020  HISTORY     - 1987     GOOD             NGS
 AW1020  HISTORY     - 1988     GOOD             USPSQD
 AW1020  HISTORY     - 1988     GOOD             USPSQD
 AW1020  HISTORY     - 1988     GOOD             USPSQD
 AW1020  HISTORY     - 19890523 MARK NOT FOUND   LOCENG
 AW1020  HISTORY     - 19931122 GOOD             USPSQD
 AW1020
 AW1020                          STATION DESCRIPTION
 AW1020
 AW1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW1020'THE STATION IS LOCATED ABOUT 16 MILES EAST AND 14 MILES SOUTH OF THE
 AW1020'CENTER OF HOUSTON AT THE APPROXIMATE CENTER OF THE NATIONAL
 AW1020'AERONAUTICS AND SPACE ADMINISTRATION MANNED SPACECRAFT CENTER.
 AW1020'
 AW1020'TO REACH THE STATION FROM THE MAIN GATE, WHICH IS JUST NORTH OF THE
 AW1020'INTERSECTION OF NASA 1 ROAD AND SECOND STREET, (THE AZIMUTH MARK IS
 AW1020'ABOUT 165 FEET SOUTH OF THE GATE) GO NORTHEAST ON SECOND STREET FOR
 AW1020'0.8 MILE TO THE STATION ON THE LEFT AT THE SOUTHEAST CORNER OF
 AW1020'BUILDING NUMBER 24.
 AW1020'
 AW1020'THE STATION MARK IS A STANDARD DISK STAMPED NASA 1968 SET IN THE
 AW1020'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 AW1020'THE GROUND.  IT IS 45.8 FEET NORTH-NORTHEAST OF THE NORTH CURB OF A
 AW1020'ROAD GOING TO A FIRE STATION (BUILDING NUMBER 25), 32.8 FEET
 AW1020'NORTH-NORTHWEST OF A METAL LIGHT STANDARD, 28.4 FEET EAST OF
 AW1020'THE SOUTHEAST CORNER OF BUILDING NUMBER 24 AND 27.6 FEET
 AW1020'WEST-NORTHWEST OF THE WEST CURB ALONG SECOND STREET.
 AW1020'
 AW1020'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NASA NO 1 1968 CEMENTED
 AW1020'IN A DRILL HOLE IN THE SOUTH END OF A NARROW CONCRETE CURB AROUND A
 AW1020'TRAFFIC ISLAND.  IT IS 94.4 FEET NORTH-NORTHEAST OF A FIRE HYDRANT,
 AW1020'66.0 FEET SOUTH-SOUTHEAST OF A METAL LIGHT STANDARD THAT IS SET IN
 AW1020'THE CENTER OF THE TRAFFIC ISLAND, 36.5 FEET WEST-SOUTHWEST OF
 AW1020'THE SOUTHWEST CORNER OF THE SOUTH CONCRETE BASE FOR A LARGE
 AW1020'LIQUID NITROGEN TANK AND 18.8 FEET SOUTH-SOUTHWEST OF A GAS MAIN
 AW1020'VALVE SET IN THE EAST CURB OF THE TRAFFIC ISLAND.
 AW1020'
 AW1020'VENUS 1967 IS AN ASTRONOMIC STATION.  IT IS A BRASS HEXAGON ROD SET
 AW1020'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AW1020'WITH THE GROUND.  IT IS 104.4 FEET NORTH OF A METAL LIGHT STANDARD,
 AW1020'56.3 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF BUILDING
 AW1020'NUMBER 24, 14.2 FEET NORTHWEST OF THE WEST CURB ALONG SECOND STREET
 AW1020'AND IS LOCATED IN THE CENTER OF FOUR CONCRETE FILLED STEEL POSTS
 AW1020'THAT ARE CHAINED TOGETHER.
 AW1020'
 AW1020'A GEODIMETER TRAVERSE CONNECTION WAS MADE TO ASTRONOMIC STATION
 AW1020'APOLLO 1965.  SEE DESCRIPTION THEREOF.
 AW1020'
 AW1020'A GEODIMETER TRAVERSE CONNECTION WAS MADE TO ASTRONOMIC STATION
 AW1020'SATURN 1967.  SEE DESCRIPTION THEREOF.
 AW1020'
 AW1020'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NASA 1968 CEMENTED IN A
 AW1020'DRILL HOLE IN THE EAST CURB OF THE EASTERN TRAFFIC ISLAND.  IT IS
 AW1020'165.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A GUARD SHACK, 109 FEET
 AW1020'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK SIGN WITH THE
 AW1020'LETTERING NATIONAL AERONAUTICS AND SPACE ADMINISTRATION MANNED
 AW1020'SPACECRAFT CENTER, 95.7 FEET NORTH-NORTHWEST OF THE NORTH CURB
 AW1020'OF NASA 1 ROAD AND 8.8 FEET EAST-SOUTHEAST OF A METAL LIGHT
 AW1020'STANDARD WITH TWO LIGHTS ATTACHED AT THE TOP.
 AW1020'
 AW1020'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
 AW1020
 AW1020                          STATION RECOVERY (1973)
 AW1020
 AW1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1020'IN JMC.
 AW1020'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, 0.15 MILE SOUTH ALONG
 AW1020'SECOND STREET FROM THE JUNCTION OF AVENUE B, 53.5 FEET WEST OF THE
 AW1020'CENTER LINE OF SECOND STREET, 67 FEET NORTH OF THE CENTER LINE OF A
 AW1020'ROADWAY BETWEEN BUILDINGS 24 AND 25, 32.9 FEET NORTH-NORTHWEST OF A
 AW1020'STREET LIGHT POLE, 28.5 FEET EAST OF THE SOUTHEAST CORNER OF BUILDING
 AW1020'24, SET IN THE TOP OF A CONCRETE POST THAT IS IN THE CENTER OF FOUR
 AW1020'METAL PIPES AND ARE CONNECTED BY CHAIN, AND ABOUT 2-INCHES BELOW THE
 AW1020'SURFACE OF THE GROUND.
 AW1020
 AW1020                          STATION RECOVERY (1974)
 AW1020
 AW1020'RECOVERED 1974
 AW1020'RECOVERED IN GOOD CONDITION.
 AW1020
 AW1020                          STATION RECOVERY (1978)
 AW1020
 AW1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1020'RECOVERED IN GOOD CONDITION.
 AW1020
 AW1020                          STATION RECOVERY (1984)
 AW1020
 AW1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AW1020'STATION RECOVERED AS DESCRIBED.
 AW1020
 AW1020                          STATION RECOVERY (1987)
 AW1020
 AW1020'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1020'RECOVERED IN GOOD CONDITION.
 AW1020
 AW1020                          STATION RECOVERY (1987)
 AW1020
 AW1020'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW1020'RECOVERED IN GOOD CONDITION.
 AW1020
 AW1020                          STATION RECOVERY (1987)
 AW1020
 AW1020'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1020'RECOVERED IN GOOD CONDITION.
 AW1020
 AW1020                          STATION RECOVERY (1987)
 AW1020
 AW1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1020'RECOVERED IN GOOD CONDITION.
 AW1020
 AW1020                          STATION RECOVERY (1988)
 AW1020
 AW1020'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1020'RECOVERED IN GOOD CONDITION.
 AW1020
 AW1020                          STATION RECOVERY (1988)
 AW1020
 AW1020'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1020'RECOVERED IN GOOD CONDITION.
 AW1020
 AW1020                          STATION RECOVERY (1988)
 AW1020
 AW1020'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1020'RECOVERED IN GOOD CONDITION.
 AW1020
 AW1020                          STATION RECOVERY (1989)
 AW1020
 AW1020'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 AW1020'MARK NOT FOUND.
 AW1020
 AW1020                          STATION RECOVERY (1993)
 AW1020
 AW1020'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1018 ***********************************************************************
 AW1018  DESIGNATION -  NASA 770 RESET
 AW1018  PID         -  AW1018
 AW1018  STATE/COUNTY-  TX/HARRIS
 AW1018  USGS QUAD   -  LEAGUE CITY (1995)
 AW1018
 AW1018                         *CURRENT SURVEY CONTROL
 AW1018  ___________________________________________________________________
 AW1018* NAD 83(1986)-  29 33 09.     (N)    095 05 49.     (W)     SCALED    
 AW1018* NAVD 88     -         5.65   (+/-2cm)      18.5    (feet)  VERTCON   
 AW1018  ___________________________________________________________________
 AW1018  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1018
 AW1018  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1018
 AW1018.The horizontal coordinates were scaled from a topographic map and have
 AW1018.an estimated accuracy of +/- 6 seconds.
 AW1018
 AW1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1018.The vertical order pertains to the NGVD 29 superseded value.
 AW1018
 AW1018.The geoid height was determined by GEOID03.
 AW1018
 AW1018;                    North         East    Units  Estimated Accuracy
 AW1018;SPC TXSC     - 4,196,840.      978,150.      MT  (+/- 180 meters Scaled)
 AW1018
 AW1018                          SUPERSEDED SURVEY CONTROL
 AW1018
 AW1018  NGVD 29 (??/??/??)    5.652  (m)           18.54   (f) ADJUSTED    1 2
 AW1018
 AW1018.Superseded values are not recommended for survey control.
 AW1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1018.See file dsdata.txt to determine how the superseded data were derived.
 AW1018
 AW1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN968710(NAD 83)
 AW1018_MARKER: Z = SEE DESCRIPTION
 AW1018_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW1018_SP_SET: GALVANIZED STEEL PIPE
 AW1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1018+STABILITY: POSITION/ELEVATION WELL
 AW1018
 AW1018  HISTORY     - Date     Condition        Report By
 AW1018  HISTORY     - 1978     MONUMENTED       NGS
 AW1018  HISTORY     - 1978     GOOD             NGS
 AW1018  HISTORY     - 1983     GOOD             NGS
 AW1018  HISTORY     - 1987     GOOD             NGS
 AW1018  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1018  HISTORY     - 19931122 GOOD             USPSQD
 AW1018
 AW1018                          STATION DESCRIPTION
 AW1018
 AW1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1018'IN JMC.
 AW1018'IN JMC, 0.15 MI NORTH ALONG THE ENTRANCE ROAD (SECOND STREET), THENCE
 AW1018'0.1 MILE WEST ALONG A SHELL TRACK ROAD NEXT TO A CHAIN LINK FENCE.
 AW1018'POINT HELD WAS BETWEEN 2 FILE MARKS ON A 2-INCH PIPE PROTECTED BY A
 AW1018'5-INCH PIPE INSIDE A SMALL METAL BUILDING MAINTAINED BY THE U.S.
 AW1018'GEOLOGICAL SURVEY.  THE INSIDE PIPE IS 770 FEET DEEP.  NOTE--THE NGS
 AW1018'LEVEL PARTY IN 1976 APPEARS TO HAVE LEVELED TO A DIFFERENT POINT ON
 AW1018'THE WELL CASING THAN THE ONE USED BY THE U.S. ARMY LEVEL PARTY IN
 AW1018'1978.  TO REFLECT THIS, THE DESIGNATION WAS CHANGED AND A DIFFERENT
 AW1018'ARCHIVAL CROSS REFERENCE NUMBER WAS ASSIGNED.
 AW1018
 AW1018                          STATION RECOVERY (1983)
 AW1018
 AW1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1018'RECOVERED IN GOOD CONDITION.
 AW1018
 AW1018                          STATION RECOVERY (1987)
 AW1018
 AW1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1018'RECOVERED IN GOOD CONDITION.
 AW1018
 AW1018                          STATION RECOVERY (1989)
 AW1018
 AW1018'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1018'MARK NOT FOUND.
 AW1018
 AW1018                          STATION RECOVERY (1993)
 AW1018
 AW1018'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4852 ***********************************************************************
 AW4852  DESIGNATION -  NASA 770 RESET
 AW4852  PID         -  AW4852
 AW4852  STATE/COUNTY-  TX/HARRIS
 AW4852  USGS QUAD   -  LEAGUE CITY (1995)
 AW4852
 AW4852                         *CURRENT SURVEY CONTROL
 AW4852  ___________________________________________________________________
 AW4852* NAD 83(1986)-  29 33 09.     (N)    095 05 49.     (W)     SCALED    
 AW4852* NAVD 88     -         5.958  (meters)      19.55   (feet)  ADJUSTED  
 AW4852  ___________________________________________________________________
 AW4852  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW4852  DYNAMIC HT  -           5.950 (meters)      19.52  (feet)  COMP
 AW4852  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 AW4852
 AW4852  VERT ORDER  -  FIRST     CLASS II
 AW4852
 AW4852.The horizontal coordinates were scaled from a topographic map and have
 AW4852.an estimated accuracy of +/- 6 seconds.
 AW4852
 AW4852.The orthometric height was determined by differential leveling
 AW4852.and adjusted by the National Geodetic Survey in June 1991..
 AW4852
 AW4852.The geoid height was determined by GEOID03.
 AW4852
 AW4852.The dynamic height is computed by dividing the NAVD 88
 AW4852.geopotential number by the normal gravity value computed on the
 AW4852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4852.degrees latitude (g = 980.6199 gals.).
 AW4852
 AW4852.The modeled gravity was interpolated from observed gravity values.
 AW4852
 AW4852;                    North         East    Units  Estimated Accuracy
 AW4852;SPC TXSC     - 4,196,840.      978,150.      MT  (+/- 180 meters Scaled)
 AW4852
 AW4852                          SUPERSEDED SURVEY CONTROL
 AW4852
 AW4852  NGVD 29 (12/23/87)    5.955  (m)           19.54   (f) ADJUSTED    1 2
 AW4852
 AW4852.Superseded values are not recommended for survey control.
 AW4852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4852.See file dsdata.txt to determine how the superseded data were derived.
 AW4852
 AW4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN968710(NAD 83)
 AW4852_MARKER: Z = SEE DESCRIPTION
 AW4852_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW4852_SP_SET: GALVANIZED STEEL PIPE
 AW4852_MARK LOGO: NONE  
 AW4852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4852
 AW4852  HISTORY     - Date     Condition        Report By
 AW4852  HISTORY     - 1983     MONUMENTED       NGS
 AW4852  HISTORY     - 1986     GOOD             NGS
 AW4852  HISTORY     - 19931122 GOOD             USPSQD
 AW4852
 AW4852                          STATION DESCRIPTION
 AW4852
 AW4852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4852'NOTE, POINT HELD WAS TOP OF A 2 INCH PIPE BETWEEN TWO FILE MARKS.
 AW4852'THE ELEVATION WAS FOUND TO BE DIFFERENT FROM THOSE FOR 1976 AND
 AW4852'1978 LEVELING TO THIS WELL CASING.  REFER TO DESCRIPTION FOR 1976
 AW4852'BM NASA 770 USGS FOR LOCATION OF THIS MARK.
 AW4852
 AW4852                          STATION RECOVERY (1986)
 AW4852
 AW4852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4852'RECOVERED IN GOOD CONDITION.
 AW4852
 AW4852                          STATION RECOVERY (1993)
 AW4852
 AW4852'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5598 ***********************************************************************
 AW5598  DESIGNATION -  NASA 770 RESET
 AW5598  PID         -  AW5598
 AW5598  STATE/COUNTY-  TX/HARRIS
 AW5598  USGS QUAD   -  LEAGUE CITY (1995)
 AW5598
 AW5598                         *CURRENT SURVEY CONTROL
 AW5598  ___________________________________________________________________
 AW5598* NAD 83(1986)-  29 33 09.     (N)    095 05 49.     (W)     SCALED    
 AW5598* NAVD 88     -         5.934  (meters)      19.47   (feet)  ADJUSTED  
 AW5598  ___________________________________________________________________
 AW5598  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW5598  DYNAMIC HT  -           5.926 (meters)      19.44  (feet)  COMP
 AW5598  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 AW5598
 AW5598  VERT ORDER  -  FIRST     CLASS II
 AW5598
 AW5598.The horizontal coordinates were scaled from a topographic map and have
 AW5598.an estimated accuracy of +/- 6 seconds.
 AW5598
 AW5598.The orthometric height was determined by differential leveling
 AW5598.and adjusted by the National Geodetic Survey in June 1991..
 AW5598
 AW5598.The geoid height was determined by GEOID03.
 AW5598
 AW5598.The dynamic height is computed by dividing the NAVD 88
 AW5598.geopotential number by the normal gravity value computed on the
 AW5598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5598.degrees latitude (g = 980.6199 gals.).
 AW5598
 AW5598.The modeled gravity was interpolated from observed gravity values.
 AW5598
 AW5598;                    North         East    Units  Estimated Accuracy
 AW5598;SPC TXSC     - 4,196,840.      978,150.      MT  (+/- 180 meters Scaled)
 AW5598
 AW5598                          SUPERSEDED SURVEY CONTROL
 AW5598
 AW5598  NGVD 29 (12/23/87)    5.931  (m)           19.46   (f) ADJUSTED    1 2
 AW5598
 AW5598.Superseded values are not recommended for survey control.
 AW5598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5598.See file dsdata.txt to determine how the superseded data were derived.
 AW5598
 AW5598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN968710(NAD 83)
 AW5598_MARKER: H = DRILL HOLE
 AW5598_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AW5598_SP_SET: GALVANIZED STEEL PIPE
 AW5598_MARK LOGO: NONE  
 AW5598_PROJECTION: PROJECTING 60 CENTIMETERS
 AW5598_MAGNETIC: P = MARKER IS A STEEL PIPE
 AW5598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5598+STABILITY: POSITION/ELEVATION WELL
 AW5598_ROD/PIPE-DEPTH: 235  meters
 AW5598
 AW5598  HISTORY     - Date     Condition        Report By
 AW5598  HISTORY     - 1986     MONUMENTED       NGS
 AW5598  HISTORY     - 19931122 GOOD             USPSQD
 AW5598  HISTORY     - 20001024 GOOD             NGS
 AW5598
 AW5598                          STATION DESCRIPTION
 AW5598
 AW5598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5598'IN JOHNSON SPACE CENTER.
 AW5598'0.3 KM (0.15 MI) NORTH ALONG SECOND STREET (ENTRANCE ROAD TO JOHNSON
 AW5598'SPACE CENTER) FROM ITS JUNCTION WITH NASA ROAD 1, THENCE 0.2 KM (0.10
 AW5598'MI) NORTHWEST ALONG A SHELL ROAD, THE CENTER OF A 1/16-INCH DRILL HOLE
 AW5598'PAINTED ORANGE, 1-INCH BELOW THE TOP OF A 2-INCH PIPE, PROTECTED BY A
 AW5598'6-INCH PIPE INSIDE A SMALL METAL BUILDING MAINTAINED BY USGS, 1.04
 AW5598'METERS (3.41 FT) NORTH OF A FENCE.
 AW5598'THE MARK IS 0.6 M ABOVE GROUND.
 AW5598
 AW5598                          STATION RECOVERY (1993)
 AW5598
 AW5598'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5598'RECOVERED IN GOOD CONDITION.
 AW5598
 AW5598                          STATION RECOVERY (2000)
 AW5598
 AW5598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (KAL)
 AW5598'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6848 ***********************************************************************
 AW6848  DESIGNATION -  NASH
 AW6848  PID         -  AW6848
 AW6848  STATE/COUNTY-  TX/BRAZORIA
 AW6848  USGS QUAD   -  OTEY (1980)
 AW6848
 AW6848                         *CURRENT SURVEY CONTROL
 AW6848  ___________________________________________________________________
 AW6848* NAD 83(1993)-  29 16 47.45461(N)    095 36 17.25921(W)     ADJUSTED  
 AW6848* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 AW6848  ___________________________________________________________________
 AW6848  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AW6848  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW6848
 AW6848  HORZ ORDER  -  SECOND
 AW6848
 AW6848.The horizontal coordinates were established by classical geodetic methods
 AW6848.and adjusted by the National Geodetic Survey in February 1996..
 AW6848
 AW6848.The orthometric height was scaled from a topographic map.
 AW6848
 AW6848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6848
 AW6848.The geoid height was determined by GEOID03.
 AW6848
 AW6848;                    North         East     Units Scale Factor Converg.
 AW6848;SPC TXSC     - 4,165,100.199   929,838.816   MT  0.99986370   +1 39 48.1
 AW6848;SPC TXSC     -13,664,999.57  3,050,646.18   sFT  0.99986370   +1 39 48.1
 AW6848;UTM  15      - 3,241,805.712   246,933.804   MT  1.00039032   -1 16 28.6
 AW6848
 AW6848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6848!SPC TXSC     -   1.00000157  x   0.99986370  =   0.99986527
 AW6848!UTM  15      -   1.00000157  x   1.00039032  =   1.00039189
 AW6848
 AW6848:                Primary Azimuth Mark                     Grid Az
 AW6848:SPC TXSC     -  THOMPSONS WEST OIL CO RAD MAST           006 56 53.5
 AW6848:UTM  15      -  THOMPSONS WEST OIL CO RAD MAST           009 53 10.2
 AW6848
 AW6848|---------------------------------------------------------------------|
 AW6848| PID    Reference Object                     Distance      Geod. Az  |
 AW6848|                                                           dddmmss.s |
 AW6848| AW6844 THOMPSONS WEST OIL CO RAD MAST      APPROX.22.1 KM 0083641.6 |
 AW6848| AW6846 OTEY RAMSEY STATE PRISON N TK       APPROX. 7.4 KM 0613944.6 |
 AW6848| AW6845 OTEY RAMSEY ST PRISON S TANK        APPROX. 6.3 KM 0824603.1 |
 AW6848| AW6836 ANGLETON MUNICIPAL TANK             APPROX.20.9 KM 1273051.0 |
 AW6848| AW6871 WEST COLUMBIA MUNICIPAL TANK        APPROX.15.7 KM 1942835.2 |
 AW6848| AW4418 T 802                                13.570 METERS 22339     |
 AW6848| AW6851 CORPUS CHRISTI HOUST AWY BN 14      APPROX.10.2 KM 2682358.8 |
 AW6848| AW4419 U 802                                              2694030.6 |
 AW6848| AW6852 DAMON WEST MUNICIPAL TANK           APPROX.13.2 KM 2744441.4 |
 AW6848| CV6602 NASH RM 1                            32.893 METERS 31750     |
 AW6848| AW6855 LONG PT JEFF LAKE SULPHUR TANK      APPROX.17.3 KM 3182230.6 |
 AW6848|---------------------------------------------------------------------|
 AW6848
 AW6848                          SUPERSEDED SURVEY CONTROL
 AW6848
 AW6848  NAD 83(1986)-  29 16 47.46741(N)    095 36 17.24112(W) AD(       ) 2
 AW6848  NAD 27      -  29 16 46.59200(N)    095 36 16.44000(W) AD(       ) 2
 AW6848
 AW6848.Superseded values are not recommended for survey control.
 AW6848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6848.See file dsdata.txt to determine how the superseded data were derived.
 AW6848
 AW6848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4693441806(NAD 83)
 AW6848_MARKER: DS = TRIANGULATION STATION DISK
 AW6848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6848+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW6848
 AW6848  HISTORY     - Date     Condition        Report By
 AW6848  HISTORY     - 1952     MONUMENTED       CGS
 AW6848  HISTORY     - 20041109 GOOD             USPSQD
 AW6848
 AW6848                          STATION DESCRIPTION
 AW6848
 AW6848'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6848'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF WEST
 AW6848'COLUMBIA, 8 MILES EAST OF DAMON AND 1-1/2 MILES WEST OF THE BRAZOS
 AW6848'RIVER IN THE SOUTHWEST CORNER OF A PASTURE ON LAND OWNED BY MRS.
 AW6848'KITY NASH GROCE.  IT IS 75.0 FEET EAST OF THE CENTER OF A T
 AW6848'INTERSECTION, 45.0 FEET NORTHEAST OF A T FENCE CORNER AND 30.0
 AW6848'FEET SOUTHEAST OF A SYCAMORE TREE.  IT IS 14 INCHES BELOW THE
 AW6848'SURFACE AND THE DISK IS STAMPED NASH 1952.
 AW6848'
 AW6848'REFERENCE MARK NO. 1 IS 30.0 FEET EAST OF THE CENTER OF A
 AW6848'GRAVELED ROAD, 15.0 FEET WEST OF A POWERLINE POLE AND DIRECTLY
 AW6848'UNDER A NORTH-SOUTH FENCE.  IT PROJECTS 4 INCHES AND THE DISK
 AW6848'IS STAMPED NASH NO 1 1952.
 AW6848'
 AW6848'BENCH MARK T 802 1943 WAS USED FOR REFERENCE MARK NO. 2.
 AW6848'IT IS 34.0 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 3.0 FEET
 AW6848'NORTH OF A WITNESS POST AND 2.5 FEET SOUTHEAST OF A FENCE
 AW6848'CORNER.  IT IS A STANDARD U.S.C. AND G.S.  BENCH MARK DISK
 AW6848'SET IN A 6 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES AND
 AW6848'THE DISK IS STAMPED T 802 1943. (NO NOTE).
 AW6848'
 AW6848'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND BENCH MARK T
 AW6848'802 1943 IS 44.52 FEET.
 AW6848'
 AW6848'BENCH MARK U 802 1943 WAS USED AS THE AZIMUTH MARK.  IT IS 33.0
 AW6848'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 3.0 FEET WEST
 AW6848'OF A WITNESS POST AND 1.0 FOOT SOUTH OF A FENCE.  IT IS A
 AW6848'STANDARD U.S.C. AND G.S. BENCH MARK DISK SET IN A 6 INCH
 AW6848'SQUARE CONCRETE POST PROJECTING 5 INCHES AND THE DISK IS
 AW6848'STAMPED U 802 1943.  (NO NOTE).
 AW6848'
 AW6848'TO REACH THE STATION FROM THE POST OFFICE IN DAMON, GO EAST
 AW6848'FOR 0.3 MILE TO STATE HIGHWAY NO. 36, TURN RIGHT AND GO SOUTHEAST
 AW6848'ON STATE HIGHWAY NO. 36 FOR 1.0 MILE TO A T ROAD LEFT, TURN
 AW6848'LEFT AND GO EAST ON A GRAVELED ROAD FOR 4.3 MILES TO A JOG AND
 AW6848'A T ROAD LEFT, CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD FOR
 AW6848'2.0 MILES AND BENCH MARK U 802 (AZIMUTH MARK) ON THE RIGHT,
 AW6848'CONTINUE EAST FOR 1.0 MILE TO A T ROAD AND THE STATION STRAIGHT
 AW6848'AHEAD IN THE SOUTHWEST CORNER OF A PASTURE AS DESCRIBED.
 AW6848'
 AW6848'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW6848
 AW6848                          STATION RECOVERY (2004)
 AW6848
 AW6848'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6848'FOUND REFREANCE MARK 1.  IT HAS A STAKE AND ORANGE TAPE BY IT.
 AW6848'DID NOT FIND NASH 1952 PRIMARY MARK.
 AW6848'DID NOT FIND R 2   BENCH MARK T 802.
 AW6848'DID FIND AZ MARK   BENCH MARK U 802
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1215 ***********************************************************************
 DM1215  DESIGNATION -  NASH
 DM1215  PID         -  DM1215
 DM1215  STATE/COUNTY-  TX/BOWIE
 DM1215  USGS QUAD   -  LEARY (1975)
 DM1215
 DM1215                         *CURRENT SURVEY CONTROL
 DM1215  ___________________________________________________________________
 DM1215* NAD 83(1993)-  33 26 28.00337(N)    094 08 37.90743(W)     ADJUSTED  
 DM1215* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 DM1215  ___________________________________________________________________
 DM1215  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DM1215  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1215
 DM1215  HORZ ORDER  -  THIRD
 DM1215
 DM1215.The horizontal coordinates were established by classical geodetic methods
 DM1215.and adjusted by the National Geodetic Survey in September 1999..
 DM1215
 DM1215.The orthometric height was scaled from a topographic map.
 DM1215
 DM1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1215
 DM1215.The geoid height was determined by GEOID03.
 DM1215
 DM1215;                    North         East     Units Scale Factor Converg.
 DM1215;SPC TXNC     - 2,205,165.949 1,004,898.860   MT  0.99989565   +2 22 32.9
 DM1215;SPC TXNC     - 7,234,781.95  3,296,905.68   sFT  0.99989565   +2 22 32.9
 DM1215;SPC AR S     -   487,983.563   200,672.208   MT  0.99997171   -1 11 59.6
 DM1215;SPC AR S     - 1,600,992.74    658,372.07   sFT  0.99997171   -1 11 59.6
 DM1215;UTM  15      - 3,700,775.323   393,677.160   MT  0.99973937   -0 37 49.5
 DM1215
 DM1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1215!SPC TXNC     -   0.99998680  x   0.99989565  =   0.99988245
 DM1215!SPC AR S     -   0.99998680  x   0.99997171  =   0.99995851
 DM1215!UTM  15      -   0.99998680  x   0.99973937  =   0.99972617
 DM1215
 DM1215:                Primary Azimuth Mark                     Grid Az
 DM1215:SPC TXNC     -  HOLLAND                                  063 03 13.6
 DM1215:SPC AR S     -  HOLLAND                                  066 37 46.1
 DM1215:UTM  15      -  HOLLAND                                  066 03 36.0
 DM1215
 DM1215|---------------------------------------------------------------------|
 DM1215| PID    Reference Object                     Distance      Geod. Az  |
 DM1215|                                                           dddmmss.s |
 DM1215| DM1204 HOLLAND                             APPROX. 5.3 KM 0652546.5 |
 DM1215| DM1209 WAKE VILLAGE MUNICIPAL TANK         APPROX. 3.8 KM 1154801.2 |
 DM1215| CX6826 NASH RM 1                            28.768 METERS 15228     |
 DM1215| CX6828 NASH RM 3                            10.280 METERS 26210     |
 DM1215| CX6825 NASH AZ MK                                         2673702.1 |
 DM1215| CX6827 NASH RM 2                            24.138 METERS 27109     |
 DM1215| DM1218 RED RIVER ARSENAL E WATER TANK      APPROX. 6.4 KM 2845009.9 |
 DM1215|---------------------------------------------------------------------|
 DM1215
 DM1215                          SUPERSEDED SURVEY CONTROL
 DM1215
 DM1215  NAD 83(1993)-  33 26 28.00833(N)    094 08 37.90428(W) AD(       ) 3
 DM1215  NAD 83(1993)-  33 26 28.00810(N)    094 08 37.90151(W) AD(       ) 3
 DM1215  NAD 83(1986)-  33 26 28.01006(N)    094 08 37.89508(W) AD(       ) 3
 DM1215  NAD 27      -  33 26 27.56300(N)    094 08 37.20400(W) AD(       ) 3
 DM1215
 DM1215.Superseded values are not recommended for survey control.
 DM1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1215.See file dsdata.txt to determine how the superseded data were derived.
 DM1215
 DM1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9367700775(NAD 83)
 DM1215_MARKER: DS = TRIANGULATION STATION DISK
 DM1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1215
 DM1215  HISTORY     - Date     Condition        Report By
 DM1215  HISTORY     - 1951     MONUMENTED       CGS
 DM1215  HISTORY     - 1956     GOOD             CGS
 DM1215  HISTORY     - 1967     GOOD             BGAS
 DM1215  HISTORY     - 1968     GOOD             CGS
 DM1215  HISTORY     - 19971025 GOOD             USPSQD
 DM1215
 DM1215                          STATION DESCRIPTION
 DM1215
 DM1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (FRG)
 DM1215'THE STATION IS LOCATED ABOUT 1 MILE WEST-SOUTHWEST OF THE
 DM1215'VILLAGE OF NASH AND IN THE NORTHEAST CORNER OF THE TEXARKANA
 DM1215'COMMERCIAL AIRPORT.  IT IS 38 FEET SOUTH OF THE CENTERLINE
 DM1215'OF AN EAST AND WEST ROAD, 25 FEET WEST OF THE CENTERLINE OF
 DM1215'THE AIRPORT DRIVEWAY, 15 FEET SOUTH OF A LONE OAK TREE AND
 DM1215'14 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS FLUSH WITH
 DM1215'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED NASH 1951.
 DM1215'
 DM1215'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE CENTERLINE OF THE
 DM1215'AIRPORT DRIVEWAY AND 1 FOOT WEST OF THE BOUNDARY FENCE.  THE
 DM1215'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED NASH NO 1 1951.
 DM1215'
 DM1215'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTERLINE OF
 DM1215'THE EAST AND WEST ROAD.  THE MARK PROJECTS 6 INCHES AND THE
 DM1215'DISK IS STAMPED NASH NO 2 1951.
 DM1215'
 DM1215'AZIMUTH MARK IS 25 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 DM1215'ROAD, 7.5 FEET EAST OF A T-FENCE CORNER, 3 FEET EAST OF A
 DM1215'WITNESS POST AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 DM1215'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NASH 1951.
 DM1215'
 DM1215'TO REACH FROM THE CAUTION LIGHT AT THE SCHOOL HOUSE IN NASH,
 DM1215'GO WESTERLY ON U.S. HIGHWAY 82 FOR 0.75 MILE TO A GRAVELED ROAD
 DM1215'FORKING TO THE LEFT, TAKE LEFT FORK ACROSS RAILROAD TRACKS
 DM1215'AND GO WEST FOR 0.4 MILE TO THE STATION AT THE ENTRANCE TO
 DM1215'THE AIRPORT.
 DM1215'
 DM1215'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.15 MILE
 DM1215'TO THE MARK ON THE RIGHT AT A T-FENCE CORNER.
 DM1215'
 DM1215'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1215
 DM1215                          STATION RECOVERY (1956)
 DM1215
 DM1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1215'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION
 DM1215'AS DESCRIBED.
 DM1215'
 DM1215'REFERENCE MARKS NO. 1 AND NO. 2 APPARENTLY HAVE BEEN DESTROYED.
 DM1215'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1215
 DM1215                          STATION RECOVERY (1967)
 DM1215
 DM1215'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DM1215'NASH 1951-GOOD
 DM1215'
 DM1215'NASH NO 1 1951-GOOD
 DM1215'
 DM1215'NASH NO 2 1951-DESTROYED
 DM1215'
 DM1215'NASH 1951 (AZ.MK.)-GOOD
 DM1215'
 DM1215'THE STATION WAS VISITED AND THE STATION, R.M. 1, AND THE
 DM1215'AZIMUTH MARK WERE ALL FOUND IN GOOD CONDITION.
 DM1215'
 DM1215'DIRECTIONS FOR REACHING THE STATION ARE ADEQUATE.
 DM1215'
 DM1215'R.M. 2 WAS FOUND LYING ON TOP OF THE GROUND.
 DM1215
 DM1215                          STATION RECOVERY (1968)
 DM1215
 DM1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DM1215'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 DM1215'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED
 DM1215'AND THE DISK WAS SALVAGED.  REFERENCE MARK 3 WAS SET.  THE
 DM1215'AIRPORT IS ABANDONED AND THE STATION IS NOW ON PROPERTY OWNED
 DM1215'BY MR. S.J. HALL.
 DM1215'
 DM1215'A COMPLETE DESCRIPTION FOLLOWS--STATION IS 1 MILE SOUTHWEST OF NASH.
 DM1215'
 DM1215'TO REACH THE STATION FROM THE SCHOOL HOUSE IN NASH, GO WEST
 DM1215'ON U.S. HIGHWAY 82 FOR 0.4 MILE TO THE JUNCTION OF FARM MARKET ROAD
 DM1215'989.  CONTINUE WEST ON HIGHWAY 82 FOR 0.4 MILE TO A SIDE ROAD
 DM1215'LEFT.  TURN LEFT CROSSING RAILROAD TRACKS AND GO WEST ON
 DM1215'PAVED ROAD FOR 0.15 MILE TO THE STATION MARK ON THE LEFT.
 DM1215'
 DM1215'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST
 DM1215'ON THE PAVED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DM1215'
 DM1215'STATION MARK IS A STANDARD DISK STAMPED NASH 1951, SET IN THE
 DM1215'TOP OF A 12 X 12 INCH CONCRETE POST FLUSH WITH THE SURFACE
 DM1215'OF THE GROUND.  IT IS 123 FEET NORTHEAST OF THE NORTHEAST
 DM1215'CORNER OF A BRICK HOUSE, 95 FEET NORTHWEST OF A METAL WITNESS
 DM1215'POST, 47 FEET WEST OF A POWER POLE, 38 FEET SOUTH OF THE
 DM1215'CENTERLINE OF THE PAVED ROAD, 36 FEET SOUTHEAST OF A FENCE
 DM1215'CORNER, 26 FEET WEST OF THE CENTERLINE OF THE WEST 1 OF 2
 DM1215'FIELD ROADS, 15 FEET SOUTH OF A 20 INCH OAK TREE AND 14 FEET
 DM1215'SOUTH OF A FENCE.
 DM1215'
 DM1215'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NASH NO 1 1951,
 DM1215'SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 DM1215'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 128 FEET
 DM1215'SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 72 FEET SOUTH OF
 DM1215'THE POWER POLE, 21 FEET WEST OF THE CENTERLINE OF A FIELD
 DM1215'ROAD, 18 FEET EAST OF THE CENTERLINE OF A FIELD ROAD AND 1
 DM1215'FOOT WEST OF A FENCE AND METAL WITNESS POST.
 DM1215'
 DM1215'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED NASH 1951 NO
 DM1215'3 1968, SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH
 DM1215'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 100
 DM1215'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 40 FEET
 DM1215'SOUTHWEST OF THE OAK TREE, 39 FEET SOUTH OF THE CENTERLINE OF
 DM1215'THE PAVED ROAD, 14 FEET SOUTH OF THE FENCE CORNER AND 1 FOOT
 DM1215'EAST OF A FENCE.
 DM1215'
 DM1215'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NASH 1951, SET
 DM1215'IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH IS FLUSH WITH
 DM1215'THE SURFACE OF THE GROUND.  IT IS 122 FEET NORTHEAST OF THE
 DM1215'EAST 1 OF 4 PINE TREES IN AN EAST-WEST ROW, 25 FEET NORTH OF
 DM1215'THE CENTERLINE OF THE ROAD, 7 FEET EAST OF A T FENCE CORNER
 DM1215'AND 1 FOOT SOUTH OF A FENCE AND METAL WITNESS POST.
 DM1215'
 DM1215'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DM1215'
 DM1215'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 DM1215'SOUTHWEST OF NASH
 DM1215
 DM1215                          STATION RECOVERY (1997)
 DM1215
 DM1215'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0616 ***********************************************************************
 AW0616  DESIGNATION -  NASS
 AW0616  PID         -  AW0616
 AW0616  STATE/COUNTY-  TX/GALVESTON
 AW0616  USGS QUAD   -  LAKE COMO (1994)
 AW0616
 AW0616                         *CURRENT SURVEY CONTROL
 AW0616  ___________________________________________________________________
 AW0616* NAD 83(1993)-  29 14 35.26813(N)    094 52 52.75545(W)     ADJUSTED  
 AW0616* NAVD 88     -         1.199  (meters)       3.93   (feet)  ADJUSTED  
 AW0616  ___________________________________________________________________
 AW0616  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW0616  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW0616  DYNAMIC HT  -           1.197 (meters)       3.93  (feet)  COMP
 AW0616  MODELED GRAV-     979,256.3   (mgal)                       NAVD 88
 AW0616
 AW0616  HORZ ORDER  -  SECOND
 AW0616  VERT ORDER  -  FIRST     CLASS I
 AW0616
 AW0616.The horizontal coordinates were established by classical geodetic methods
 AW0616.and adjusted by the National Geodetic Survey in February 1996..
 AW0616
 AW0616.The orthometric height was determined by differential leveling
 AW0616.and adjusted by the National Geodetic Survey in June 1991..
 AW0616
 AW0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0616
 AW0616.The geoid height was determined by GEOID03.
 AW0616
 AW0616.The dynamic height is computed by dividing the NAVD 88
 AW0616.geopotential number by the normal gravity value computed on the
 AW0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0616.degrees latitude (g = 980.6199 gals.).
 AW0616
 AW0616.The modeled gravity was interpolated from observed gravity values.
 AW0616
 AW0616;                    North         East     Units Scale Factor Converg.
 AW0616;SPC TXSC     - 4,163,291.139 1,000,239.863   MT  0.99986452   +2 01 04.1
 AW0616;SPC TXSC     -13,659,064.35  3,281,620.28   sFT  0.99986452   +2 01 04.1
 AW0616;UTM  15      - 3,236,389.492   317,172.616   MT  1.00001247   -0 55 09.5
 AW0616
 AW0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0616!SPC TXSC     -   1.00000399  x   0.99986452  =   0.99986851
 AW0616!UTM  15      -   1.00000399  x   1.00001247  =   1.00001646
 AW0616
 AW0616|---------------------------------------------------------------------|
 AW0616| PID    Reference Object                     Distance      Geod. Az  |
 AW0616|                                                           dddmmss.s |
 AW0616| AW0617 NASS RM 1                            11.902 METERS 07538     |
 AW0616| AW5813 NASS 1933 AZ MK USE                 404.009 METERS 1431348.5 |
 AW0616| AW5814 NASS 1933 AZ MK USE PTA             408.387 METERS 1441434.3 |
 AW0616| AW0618 NASS RM 2                            13.715 METERS 23611     |
 AW0616|---------------------------------------------------------------------|
 AW0616
 AW0616                          SUPERSEDED SURVEY CONTROL
 AW0616
 AW0616  NAD 83(1986)-  29 14 35.28253(N)    094 52 52.73574(W) AD(       ) 2
 AW0616  NAD 27      -  29 14 34.42405(N)    094 52 52.02484(W) AD(       ) 2
 AW0616  NGVD 29 (12/23/87)    1.195  (m)            3.92   (f) ADJUSTED    1 1
 AW0616
 AW0616.Superseded values are not recommended for survey control.
 AW0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0616.See file dsdata.txt to determine how the superseded data were derived.
 AW0616
 AW0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1717336389(NAD 83)
 AW0616_MARKER: DS = TRIANGULATION STATION DISK
 AW0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0616_SP_SET: CONCRETE POST
 AW0616_STAMPING: NASS 1933
 AW0616_MARK LOGO: CGS   
 AW0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0616+STABILITY: SURFACE MOTION
 AW0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0616+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0616
 AW0616  HISTORY     - Date     Condition        Report By
 AW0616  HISTORY     - 1933     MONUMENTED       CGS
 AW0616  HISTORY     - 1937     GOOD             CGS
 AW0616  HISTORY     - 1951     GOOD             SUNOCO
 AW0616  HISTORY     - 1960     GOOD             CGS
 AW0616  HISTORY     - 1960     GOOD             HLPCO
 AW0616  HISTORY     - 1962     GOOD             CGS
 AW0616  HISTORY     - 1964     GOOD             CGS
 AW0616  HISTORY     - 1964     GOOD             CGS
 AW0616  HISTORY     - 1964     GOOD             NGS
 AW0616  HISTORY     - 1965     GOOD             CGS
 AW0616  HISTORY     - 1966     GOOD             CGS
 AW0616  HISTORY     - 1974     GOOD             NGS
 AW0616  HISTORY     - 1977     GOOD             LOCSUR
 AW0616  HISTORY     - 1978     GOOD             NGS
 AW0616  HISTORY     - 1978     GOOD             NGS
 AW0616  HISTORY     - 1979     GOOD             NGS
 AW0616  HISTORY     - 1987     POOR             USPSQD
 AW0616  HISTORY     - 1987     POOR             USPSQD
 AW0616  HISTORY     - 1987     GOOD             USPSQD
 AW0616  HISTORY     - 1987     GOOD             USPSQD
 AW0616  HISTORY     - 1987     GOOD             NGS
 AW0616  HISTORY     - 1988     POOR             USPSQD
 AW0616  HISTORY     - 1988     GOOD             USPSQD
 AW0616  HISTORY     - 1988     GOOD             USPSQD
 AW0616  HISTORY     - 1988     GOOD             USPSQD
 AW0616  HISTORY     - 1988     GOOD             USPSQD
 AW0616  HISTORY     - 1988     GOOD             USPSQD
 AW0616  HISTORY     - 1988     GOOD             USPSQD
 AW0616  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0616  HISTORY     - 1989     POOR             USPSQD
 AW0616  HISTORY     - 19940915 POOR             USPSQD
 AW0616  HISTORY     - 20010730 POOR             NGS
 AW0616  HISTORY     - 20031121 POOR             USPSQD
 AW0616  HISTORY     - 20041122 GOOD             USPSQD
 AW0616  HISTORY     - 20051215 GOOD             USPSQD
 AW0616
 AW0616                          STATION DESCRIPTION
 AW0616
 AW0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW0616'ON GALVESTON ISLAND, 7-3/4 MILES W OF GALVESTON COUNTY COURTHOUSE,
 AW0616'ON THE MAIN ISLAND ROAD.  IT IS 515 METERS E OF THE EIGHT MILE
 AW0616'ROAD OR THE ANDERSONS WAYS ROAD, 445 METERS W OF THE FRITZ
 AW0616'FOSTER HOME, 24.02 METERS (78.8 FEET) NE OF THE MAIN ISLAND
 AW0616'ROAD, 1.84 METERS (6.03 FEET) NE OF FENCELINE ON THE N SIDE
 AW0616'OF THE MAIN ISLAND ROAD, AND 5 METERS E OF THE N END OF A
 AW0616'WOOD CULVERT.
 AW0616'
 AW0616'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW0616'IN CONCRETE.
 AW0616'
 AW0616'NO REFERENCE MARK WAS SET.
 AW0616'
 AW0616'HEIGHT OF SIGNAL ABOVE STATION MARK - 7.7 METERS.
 AW0616
 AW0616                          STATION RECOVERY (1937)
 AW0616
 AW0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW0616'RECOVERED AS DESCRIBED.
 AW0616
 AW0616                          STATION RECOVERY (1951)
 AW0616
 AW0616'RECOVERY NOTE BY SUN OIL COMPANY 1951
 AW0616'STATION RECOVERED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1960)
 AW0616
 AW0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW0616'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AW0616'FOLLOWS.  STATION IS LOCATED ON GALVESTON ISLAND, ON THE
 AW0616'NORTH SIDE OF THE MAIN ISLAND ROAD, ABOUT 7.5 MILES WEST
 AW0616'OF GALVESTON, 74.2 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 AW0616'46.0 FEET NORTHEAST OF THE NORTH END OF A WOODEN CULVERT,
 AW0616'42.1 FEET EAST OF A TELEPHONE LINE POLE, 6.0 FEET NORTH OF
 AW0616'A FENCE AND 1.5 FEET SOUTH OF A WITNESS POST.  A STANDARD
 AW0616'DISK STAMPED NASS 1933 IN TOP OF A CONCRETE MONUMENT WHICH
 AW0616'PROJECTS 2 INCHES.
 AW0616'
 AW0616'TO REACH FROM THE INTERSECTION OF 61ST. STREET AND AVENUE S IN
 AW0616'THE WEST PART OF GALVESTON, GO SOUTHWEST ON AVENUE S 1.1
 AW0616'MILES TO THE ENTRANCE TO GALVESTON MUNICIPAL AIRPORT, BEAR
 AW0616'LEFT FOLLOWING FENCE AROUND AIRPORT 1.7 MILES TO A ROAD
 AW0616'RIGHT, CONTINUE STRAIGHT AHEAD 1.4 MILES TO THE STATION ON
 AW0616'THE RIGHT.
 AW0616
 AW0616                          STATION RECOVERY (1960)
 AW0616
 AW0616'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1960 (JMC)
 AW0616'STATION RECOVERED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1962)
 AW0616
 AW0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW0616'RECOVERED IN GOOD CONDITION.  1960 DESCRIPTION ADEQUATE.
 AW0616
 AW0616                          STATION RECOVERY (1964)
 AW0616
 AW0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AW0616'PREVIOUS DESCRIPTION ADEQUATE.  STATION RECOVERED AS DESCRIBED.
 AW0616
 AW0616                          STATION RECOVERY (1964)
 AW0616
 AW0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0616'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE
 AW0616'MOODY CENTER AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG
 AW0616'THE BEACH, THENCE 0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE
 AW0616'0.5 MILE SOUTHWEST ALONG STEWART ROAD, ABOUT 0.1 MILE SOUTHWEST
 AW0616'OF A TWO-STORIED HOUSE ON THE SOUTHEAST SIDE OF THE ROAD,
 AW0616'70 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET
 AW0616'NORTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS
 AW0616'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN
 AW0616'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 AW0616'
 AW0616'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW0616'
 AW0616'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW0616
 AW0616                          STATION RECOVERY (1964)
 AW0616
 AW0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0616'7.25 MI SW FROM GALVESTON.
 AW0616'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0616'CENTER AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE
 AW0616'0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 0.5 MILE SOUTHWEST ALONG
 AW0616'STEWART ROAD, ABOUT 0.1 MILE SOUTHWEST OF A TWO-STORIED HOUSE ON THE
 AW0616'SOUTHEAST SIDE OF THE ROAD, 70 FEET NORTHWEST OF THE CENTER LINE OF
 AW0616'THE ROAD, 6 FEET NORTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF A METAL
 AW0616'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 AW0616'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 AW0616
 AW0616                          STATION RECOVERY (1965)
 AW0616
 AW0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW0616'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS NOW 48
 AW0616'FEET NORTH OF A CONCRETE CULVERT AND 70 FEET FROM THE CENTERLINE
 AW0616'OF A MACADAM ROAD.
 AW0616'
 AW0616'THERE IS NO TELEPHONE LINE POLE NEAR THE STATION.
 AW0616
 AW0616                          STATION RECOVERY (1966)
 AW0616
 AW0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 AW0616'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AW0616'A REVISED DESCRIPTION FOLLOWS--
 AW0616'
 AW0616'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHWEST OF GALVESTON,
 AW0616'74.0 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF STEWART
 AW0616'ROAD, 4 FEET NORTHWEST OF A WIRE FENCE
 AW0616'
 AW0616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.65 MILES
 AW0616'(AIRLINE) SOUTHWEST OF THE ENTRANCE TO SCHOLES FIELD.
 AW0616
 AW0616                          STATION RECOVERY (1974)
 AW0616
 AW0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 AW0616'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1977)
 AW0616
 AW0616'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (RL)
 AW0616'NASS 1933 STATION RECOVERED AS DESCRIBED - GOOD.
 AW0616'
 AW0616'OSTER 1933 SEE DESCRIPTION BELOW.  GOOD CONDITION.
 AW0616'
 AW0616'NASS WAS RECOVERED AS FOLLOWS.
 AW0616'
 AW0616'PROCEED WEST FROM GALVESTON ON HIWAY NO. 87 TO 8 MILE RD.  THEN
 AW0616'3.8 MILES TO A BEACH SUBDIVISION NAMED PIRATES BEACH AND A FLASHING
 AW0616'YELLOW LIGHT.  TURN LEFT ON BUCCANEER STREET FOR APPROXIMATELY 150
 AW0616'FEET TO MUTINY STREET.  THE MONUMENT IS LOCATED IN THE SOUTH EAST
 AW0616'CORNER OF THE INTERSECTION IN THE CENTER OF THE FIRST LOT (CORNER
 AW0616'LOT).
 AW0616
 AW0616                          STATION RECOVERY (1978)
 AW0616
 AW0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW0616'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 AW0616'1 AND 2 WERE ESTABLISHED AT THIS TIME.  THE US ARMY CORPS OF
 AW0616'ENGINEERS EVIDENTLY ESTABLISHED THE AZIMUTH MARK FOR THIS
 AW0616'STATION, HOWEVER NO DATA AVAILABLE.  A COMPLETE NEW DESCRIPTION
 AW0616'FOLLOWS.
 AW0616'
 AW0616'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF GALVESTON BETWEEN
 AW0616'7-1/2 MILE ROAD AND 8 MILE ROAD AND JUST NORTHWEST OF STEWART
 AW0616'ROAD.  THE STATION IS ON PRIVATE PROPERTY, THE OWNER COULD NOT
 AW0616'BE DETERMINED.
 AW0616'
 AW0616'TO REACH THE STATION FROM THE JUNCTION OF SEAWALL BOULEVARD AND
 AW0616'FARM ROAD 3005 IN THE SOUTHWEST EDGE OF GALVESTON, GO SOUTHWESTERLY
 AW0616'ON FARM ROAD 3005 FOR 1.0 MILE TO A SIDE ROAD RIGHT (7-1/2 MILE
 AW0616'ROAD) AND THE AZIMUTH MARK AS DESCRIBED BELOW.  TURN RIGHT AND
 AW0616'GO NORTHWESTERLY ON 7-1/2 MILE ROAD FOR 0.2 MILE TO A T-JUNCTION.
 AW0616'TURN LEFT AND GO SOUTHWESTERLY ON STEWART ROAD FOR 0.15 MILE TO
 AW0616'THE STATION ON THE RIGHT.
 AW0616'
 AW0616'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AW0616'STAMPED---NASS 1933---,
 AW0616'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AW0616'SIDE FLUSH WITH THE GROUND.  IT IS 118 FEET NORTH FROM AND
 AW0616'ACROSS THE ROAD FROM A POWER POLE WITH TRANSFORMER,
 AW0616'69 FEET NORTHWEST FROM THE CENTERLINE OF STEWART ROAD,
 AW0616'6.5 FEET NORTHWEST FROM A METAL WITNESS POST, AND
 AW0616'6.2 FEET NORTHWEST FROM A WIRE FENCE.
 AW0616'
 AW0616'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AW0616'STAMPED---NASS 1933 NO 1 1978---,
 AW0616'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0616'DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AW0616'63 FEET NORTHWEST FROM THE CENTERLINE OF STEWART ROAD,
 AW0616'1.5 FEET WEST-SOUTHWEST FROM A METAL WITNESS POST, AND
 AW0616'1.2 FEET SOUTHEAST FROM A WIRE FENCE.
 AW0616'
 AW0616'REFERENCE MARK 2 IS A STANDARD NGS DISK
 AW0616'STAMPED---NASS 1933 NO 2 1978---,
 AW0616'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0616'DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AW0616'63 FEET NORTHWEST FROM THE CENTERLINE OF THE ROAD,
 AW0616'1.5 FEET EAST-NORTHEAST FROM A METAL WITNESS POST, AND
 AW0616'0.8 FEET SOUTHEAST FROM A WIRE FENCE.
 AW0616'
 AW0616'AZIMUTH MARK IS A US ARMY CORPS OF ENGINEERS DISK
 AW0616'STAMPED---NASS AZIMUTH MK. 1976---
 AW0616'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AW0616'SIDE FLUSH WITH THE GROUND.  IT IS
 AW0616'75 FEET SOUTHWEST FROM THE CENTER OF 7-1/2 MILE ROAD,
 AW0616'1.5 FEET WEST-SOUTHWEST FROM A RIGHT-OF-WAY MARKER, AND
 AW0616'0.5 FOOT SOUTH-SOUTHEAST FROM A WIRE FENCE.
 AW0616'
 AW0616'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
 AW0616'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO BEING ON LINE.
 AW0616
 AW0616                          STATION RECOVERY (1978)
 AW0616
 AW0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0616'RECOVERED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1979)
 AW0616
 AW0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW0616'STATION MARK WAS RECOVERED IN GOOD CONDITION.  ALSO RECOVERED WERE
 AW0616'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2, FOR WHICH NO
 AW0616'DESCRIPTIONS WERE AVAILABLE.
 AW0616'
 AW0616'STATION MARK IS 70 FEET NW OF THE CENTERLINE OF STEWARD ROAD, 0.1
 AW0616'MILE SW OF 7-1/2 MILE ROAD, AND 0.35 MILE NE OF 8 MILE ROAD.
 AW0616'
 AW0616'DESCRIBED--RAH
 AW0616'
 AW0616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7.5 MILES
 AW0616'FROM GALVESTON.
 AW0616
 AW0616                          STATION RECOVERY (1987)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW0616'MARK RECOVERED IN POOR CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1987)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0616'MARK RECOVERED IN POOR CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1987)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0616'RECOVERED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1987)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGS)
 AW0616'RECOVERED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1987)
 AW0616
 AW0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0616'RECOVERED IN GOOD CONDITION.  THE DISK HAS BEEN HIT AND ABOUT 1/2 OF
 AW0616'THE DISK IS MISSING.  NASS IS ALL THAT REMAINS OF THE STAMPING.  THE
 AW0616'MONUMENT SHOWS NO SIGN OF MOVEMENT AND IS SOLID IN THE GROUND.
 AW0616
 AW0616                          STATION RECOVERY (1988)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0616'MARK RECOVERED IN POOR CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1988)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW0616'RECOVERED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1988)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0616'RECOVERED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1988)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0616'RECOVERED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1988)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0616'RECOVERED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1988)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0616'RECOVERED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1988)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0616'RECOVERED IN GOOD CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1989)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0616'MARK NOT FOUND.
 AW0616
 AW0616                          STATION RECOVERY (1989)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0616'MARK RECOVERED IN POOR CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (1994)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0616'MARK RECOVERED IN POOR CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (2001)
 AW0616
 AW0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0616'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0616
 AW0616                          STATION RECOVERY (2003)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0616'MARK RECOVERED IN POOR CONDITION.
 AW0616
 AW0616                          STATION RECOVERY (2004)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0616'NASS F. PART OF DISK IS DAMAGE BUT THE TRIANGLE IS GOOD.
 AW0616'R 1 F
 AW0616'R 2 F
 AW0616'AZ NF
 AW0616
 AW0616                          STATION RECOVERY (2005)
 AW0616
 AW0616'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0616'FOUND AS DESCRIBED.SCRATCH ACROSS THE FACE BUT THE TRIANGLE IS GOOD.
 AW0616'R1 RECOVERED
 AW0616'R2 RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5813 ***********************************************************************
 AW5813  DESIGNATION -  NASS 1933 AZ MK USE
 AW5813  PID         -  AW5813
 AW5813  STATE/COUNTY-  TX/GALVESTON
 AW5813  USGS QUAD   -  LAKE COMO (1994)
 AW5813
 AW5813                         *CURRENT SURVEY CONTROL
 AW5813  ___________________________________________________________________
 AW5813* NAD 83(1993)-  29 14 24.75676(N)    094 52 43.79956(W)     ADJUSTED  
 AW5813* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 AW5813  ___________________________________________________________________
 AW5813  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AW5813  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW5813
 AW5813  HORZ ORDER  -  SECOND
 AW5813
 AW5813.The horizontal coordinates were established by classical geodetic methods
 AW5813.and adjusted by the National Geodetic Survey in February 1996..
 AW5813
 AW5813.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5813
 AW5813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5813
 AW5813.The geoid height was determined by GEOID03.
 AW5813
 AW5813;                    North         East     Units Scale Factor Converg.
 AW5813;SPC TXSC     - 4,162,976.267 1,000,492.914   MT  0.99986460   +2 01 08.4
 AW5813;SPC TXSC     -13,658,031.30  3,282,450.50   sFT  0.99986460   +2 01 08.4
 AW5813;UTM  15      - 3,236,062.020   317,409.237   MT  1.00001141   -0 55 04.8
 AW5813
 AW5813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5813!SPC TXSC     -   1.00000392  x   0.99986460  =   0.99986852
 AW5813!UTM  15      -   1.00000392  x   1.00001141  =   1.00001533
 AW5813
 AW5813:                Primary Azimuth Mark                     Grid Az
 AW5813:SPC TXSC     -  ROBINSON                                 076 33 12.8
 AW5813:UTM  15      -  ROBINSON                                 079 29 26.0
 AW5813
 AW5813|---------------------------------------------------------------------|
 AW5813| PID    Reference Object                     Distance      Geod. Az  |
 AW5813|                                                           dddmmss.s |
 AW5813| AW5795 ROBINSON                            APPROX. 1.0 KM 0783421.2 |
 AW5813| AW5814 NASS 1933 AZ MK USE PTA               8.409 METERS 20222     |
 AW5813| AW0616 NASS                                404.009 METERS 3231352.9 |
 AW5813|---------------------------------------------------------------------|
 AW5813
 AW5813                          SUPERSEDED SURVEY CONTROL
 AW5813
 AW5813  NAD 83(1986)-  29 14 24.77116(N)    094 52 43.77980(W) AD(       ) 2
 AW5813  NAD 27      -  29 14 23.91229(N)    094 52 43.06920(W) AD(       ) 2
 AW5813  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AW5813
 AW5813.Superseded values are not recommended for survey control.
 AW5813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5813.See file dsdata.txt to determine how the superseded data were derived.
 AW5813
 AW5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1740936062(NAD 83)
 AW5813_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW5813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW5813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5813+STABILITY: SURFACE MOTION
 AW5813
 AW5813  HISTORY     - Date     Condition        Report By
 AW5813  HISTORY     - 1978     MONUMENTED       DOD
 AW5813  HISTORY     - 19940915 POOR             USPSQD
 AW5813  HISTORY     - 19960713 MARK NOT FOUND   USPSQD
 AW5813  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW5813  HISTORY     - 20041122 MARK NOT FOUND   USPSQD
 AW5813
 AW5813                          STATION DESCRIPTION
 AW5813
 AW5813'DESCRIBED BY US DEPARTMENT OF DEFENSE 1978 (JRS)
 AW5813'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF GALVESTON AT THE
 AW5813'INTERSECTION OF FARM ROAD 3005 AND 7-1/2 MILE ROAD AND ON
 AW5813'PROPERTY OWNED BY THE CITY OF GALVESTON.  PERMISSION GRANTED TO
 AW5813'USE THE STATION BY MR. PETER H. EARLY, CITY ENGINEER, GALVESTON,
 AW5813'TEXAS 77551.
 AW5813'
 AW5813'TO REACH THE STATION FROM THE JUNCTION OF SEAWALL BOULEVARD AND
 AW5813'FARM ROAD 3005 IN THE SOUTHWEST EDGE OF GALVESTON, GO
 AW5813'SOUTHWESTERLY ON FARM ROAD 3005 FOR 1.0 MILE TO 7-1/2 MILE ROAD
 AW5813'ON THE RIGHT AND THE STATION.
 AW5813'
 AW5813'THE STATION IS A US ARMY CORPS OF ENGINEERS DISK
 AW5813'STAMPED---NASS AZIMUTH MK. 1976---,
 AW5813'SET INTO THE TOP OF SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AW5813'SIDE FLUSH WITH THE GROUND.  IT IS
 AW5813'75 FEET SOUTHWEST FROM THE CENTER OF 7-1/2 MILE ROAD,
 AW5813'1.0 FEET WEST-NORTHWEST FROM A RIGHT-OF-WAY MARKER, AND
 AW5813'0.5 FEET SOUTH-SOUTHEAST FROM A WIRE FENCE.
 AW5813'
 AW5813'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 AW5813
 AW5813                          STATION RECOVERY (1994)
 AW5813
 AW5813'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5813'MARK RECOVERED IN POOR CONDITION.
 AW5813
 AW5813                          STATION RECOVERY (1996)
 AW5813
 AW5813'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5813'MARK NOT FOUND.
 AW5813
 AW5813                          STATION RECOVERY (2003)
 AW5813
 AW5813'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW5813'MARK NOT FOUND.
 AW5813
 AW5813                          STATION RECOVERY (2004)
 AW5813
 AW5813'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0617 ***********************************************************************
 AW0617  FBN         -  This is a Federal Base Network Control Station.
 AW0617  DESIGNATION -  NASS RM 1
 AW0617  PID         -  AW0617
 AW0617  STATE/COUNTY-  TX/GALVESTON
 AW0617  USGS QUAD   -  LAKE COMO (1994)
 AW0617
 AW0617                         *CURRENT SURVEY CONTROL
 AW0617  ___________________________________________________________________
 AW0617* NAD 83(1993)-  29 14 35.36405(N)    094 52 52.32846(W)     ADJUSTED  
 AW0617* NAVD 88     -         1.237  (meters)       4.06   (feet)  ADJUSTED  
 AW0617  ___________________________________________________________________
 AW0617  X           -    -473,925.977 (meters)                     COMP
 AW0617  Y           -  -5,549,500.171 (meters)                     COMP
 AW0617  Z           -   3,097,432.829 (meters)                     COMP
 AW0617  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW0617  ELLIP HEIGHT-         -25.39  (meters)          (05/01/00) GPS OBS
 AW0617  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW0617  DYNAMIC HT  -           1.236 (meters)       4.06  (feet)  COMP
 AW0617  MODELED GRAV-     979,256.3   (mgal)                       NAVD 88
 AW0617
 AW0617  HORZ ORDER  -  A
 AW0617  VERT ORDER  -  FIRST     CLASS I
 AW0617  ELLP ORDER  -  THIRD     CLASS I
 AW0617
 AW0617.The horizontal coordinates were established by GPS observations
 AW0617.and adjusted by the National Geodetic Survey in May 2000..
 AW0617
 AW0617.The orthometric height was determined by differential leveling
 AW0617.and adjusted by the National Geodetic Survey in June 1991..
 AW0617
 AW0617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0617
 AW0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0617
 AW0617.The ellipsoidal height was determined by GPS observations
 AW0617.and is referenced to NAD 83.
 AW0617
 AW0617.The geoid height was determined by GEOID03.
 AW0617
 AW0617.The dynamic height is computed by dividing the NAVD 88
 AW0617.geopotential number by the normal gravity value computed on the
 AW0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0617.degrees latitude (g = 980.6199 gals.).
 AW0617
 AW0617.The modeled gravity was interpolated from observed gravity values.
 AW0617
 AW0617;                    North         East     Units Scale Factor Converg.
 AW0617;SPC TXSC     - 4,163,294.496 1,000,251.280   MT  0.99986452   +2 01 04.3
 AW0617;SPC TXSC     -13,659,075.36  3,281,657.74   sFT  0.99986452   +2 01 04.3
 AW0617;UTM  15      - 3,236,392.260   317,184.192   MT  1.00001242   -0 55 09.3
 AW0617
 AW0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0617!SPC TXSC     -   1.00000399  x   0.99986452  =   0.99986851
 AW0617!UTM  15      -   1.00000399  x   1.00001242  =   1.00001641
 AW0617
 AW0617                          SUPERSEDED SURVEY CONTROL
 AW0617
 AW0617  NAVD 88 (05/01/00)    1.24   (m)            4.1    (f) LEVELING    3  
 AW0617  NGVD 29 (12/23/87)    1.234  (m)            4.05   (f) ADJUSTED    1 1
 AW0617
 AW0617.Superseded values are not recommended for survey control.
 AW0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0617.See file dsdata.txt to determine how the superseded data were derived.
 AW0617
 AW0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1718436392(NAD 83)
 AW0617_MARKER: DR = REFERENCE MARK DISK
 AW0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0617_SP_SET: CONCRETE POST
 AW0617_STAMPING: NASS NO 1 1933 1978
 AW0617_MARK LOGO: NGS   
 AW0617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0617+STABILITY: SURFACE MOTION
 AW0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0617+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0617
 AW0617  HISTORY     - Date     Condition        Report By
 AW0617  HISTORY     - 1978     MONUMENTED       NGS
 AW0617  HISTORY     - 1978     GOOD             NGS
 AW0617  HISTORY     - 1987     GOOD             USPSQD
 AW0617  HISTORY     - 1987     GOOD             NGS
 AW0617  HISTORY     - 1988     GOOD             USPSQD
 AW0617  HISTORY     - 1989     GOOD             USPSQD
 AW0617  HISTORY     - 1989     GOOD             USPSQD
 AW0617  HISTORY     - 19940915 GOOD             USPSQD
 AW0617  HISTORY     - 19980325 GOOD             NGS
 AW0617  HISTORY     - 20031121 GOOD             USPSQD
 AW0617  HISTORY     - 20041122 GOOD             USPSQD
 AW0617  HISTORY     - 20051215 GOOD             USPSQD
 AW0617
 AW0617                          STATION DESCRIPTION
 AW0617
 AW0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0617'2.1 MI SW FROM GALVESTON.
 AW0617'2.1 MILES SOUTHWEST ALONG STEWART ROAD FROM THE JUNCTION OF 89TH
 AW0617'STREET IN GALVESTON, 64 FT. WEST OF THE CENTERLINE OF STEWART ROAD,
 AW0617'85 FT. NORTH OF A POWERLINE POLE, 1 FT. EAST OF A FENCELINE, ABOUT
 AW0617'0.15 MILE SOUTH OF THE EXTENDED CENTERLINE OF 7  1/2  MILE ROAD.
 AW0617
 AW0617                          STATION RECOVERY (1987)
 AW0617
 AW0617'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW0617'RECOVERED IN GOOD CONDITION.
 AW0617
 AW0617                          STATION RECOVERY (1987)
 AW0617
 AW0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0617'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.9 KM (6.15
 AW0617'MI) SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON,
 AW0617'THENCE 0.3 KM (0.2 MI) SOUTHWEST ALONG FARM MARKET ROAD 3005, THENCE
 AW0617'0.6 KM (0.35 MI) NORTHWEST ALONG 7-MILE ROAD, THENCE 0.8 KM (0.5 MI)
 AW0617'SOUTHWEST ALONG STEWART ROAD.
 AW0617
 AW0617                          STATION RECOVERY (1988)
 AW0617
 AW0617'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0617'RECOVERED IN GOOD CONDITION.
 AW0617
 AW0617                          STATION RECOVERY (1989)
 AW0617
 AW0617'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0617'RECOVERED IN GOOD CONDITION.
 AW0617
 AW0617                          STATION RECOVERY (1989)
 AW0617
 AW0617'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0617'RECOVERED IN GOOD CONDITION.
 AW0617
 AW0617                          STATION RECOVERY (1994)
 AW0617
 AW0617'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0617'RECOVERED IN GOOD CONDITION.
 AW0617
 AW0617                          STATION RECOVERY (1998)
 AW0617
 AW0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AW0617'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF GALVESTON.
 AW0617'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45, EXIT
 AW0617'1A, AND SPUR 342, 61ST STREET, IN GALVESTON, GO SOUTH-SOUTHEAST FOR
 AW0617'2.66 KM (1.65 MI) ON SPUR 342 TO A T-JUNCTION WITH SEAWALL BOULEVARD,
 AW0617'FARM MARKET ROAD 3005.  TURN RIGHT AND GO SOUTHWEST ON SEAWALL
 AW0617'BOULEVARD FOR 5.39 KM (3.35 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 AW0617'GO NORTHWEST ON 7 MILE (11.3 KM) ROAD FOR 0.32 KM (0.20 MI) TO A
 AW0617'T-JUNCTION WITH STEWART ROAD.  TURN LEFT AND GO SOUTHWEST ON STEWART
 AW0617'ROAD FOR 0.81 KM (0.50 MI) TO THE STATION ON THE RIGHT.  THE STATION
 AW0617'IS A REFERENCE MARK DISK SET IN THE TOP OF A 27 CM DIAMETER ROUND
 AW0617'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 32.52 M
 AW0617'(106.69 FT) SOUTHWEST FROM A UTILITY POLE NUMBER TH2, 28.9 M (94.8 FT)
 AW0617'NORTHEAST FROM A UTILITY POLE, 25.18 M (82.61 FT) NORTHEAST OF NASS RM
 AW0617'2, 19.32 M (63.39 FT) NORTHWEST FROM THE CENTER OF STEWART ROAD, 17.89
 AW0617'M (58.69 FT) NORTH-NORTHEAST OF A RAISED CONCRETE SEWER MAIN, 0.4 M
 AW0617'(1.3 FT) SOUTHEAST FROM A BARBBED WIRE FENCE AND 0.18 M (0.59 FT) FROM
 AW0617'A FIBERGLASS WITNESS POST.
 AW0617
 AW0617                          STATION RECOVERY (2003)
 AW0617
 AW0617'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0617'RECOVERED IN GOOD CONDITION.
 AW0617
 AW0617                          STATION RECOVERY (2004)
 AW0617
 AW0617'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0617'RECOVERED IN GOOD CONDITION.
 AW0617
 AW0617                          STATION RECOVERY (2005)
 AW0617
 AW0617'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0617'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0618 ***********************************************************************
 AW0618  DESIGNATION -  NASS RM 2
 AW0618  PID         -  AW0618
 AW0618  STATE/COUNTY-  TX/GALVESTON
 AW0618  USGS QUAD   -  LAKE COMO (1994)
 AW0618
 AW0618                         *CURRENT SURVEY CONTROL
 AW0618  ___________________________________________________________________
 AW0618* NAD 83(1986)-  29 14 34.     (N)    094 52 55.     (W)     SCALED    
 AW0618* NAVD 88     -         1.384  (meters)       4.54   (feet)  ADJUSTED  
 AW0618  ___________________________________________________________________
 AW0618  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW0618  DYNAMIC HT  -           1.382 (meters)       4.53  (feet)  COMP
 AW0618  MODELED GRAV-     979,256.3   (mgal)                       NAVD 88
 AW0618
 AW0618  VERT ORDER  -  FIRST     CLASS I
 AW0618
 AW0618.The horizontal coordinates were scaled from a topographic map and have
 AW0618.an estimated accuracy of +/- 6 seconds.
 AW0618
 AW0618.The orthometric height was determined by differential leveling
 AW0618.and adjusted by the National Geodetic Survey in June 1991..
 AW0618
 AW0618.The geoid height was determined by GEOID03.
 AW0618
 AW0618.The dynamic height is computed by dividing the NAVD 88
 AW0618.geopotential number by the normal gravity value computed on the
 AW0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0618.degrees latitude (g = 980.6199 gals.).
 AW0618
 AW0618.The modeled gravity was interpolated from observed gravity values.
 AW0618
 AW0618;                    North         East    Units  Estimated Accuracy
 AW0618;SPC TXSC     - 4,163,250.    1,000,180.      MT  (+/- 180 meters Scaled)
 AW0618
 AW0618                          SUPERSEDED SURVEY CONTROL
 AW0618
 AW0618  NGVD 29 (12/23/87)    1.381  (m)            4.53   (f) ADJUSTED    1 1
 AW0618
 AW0618.Superseded values are not recommended for survey control.
 AW0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0618.See file dsdata.txt to determine how the superseded data were derived.
 AW0618
 AW0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN171363(NAD 83)
 AW0618_MARKER: DR = REFERENCE MARK DISK
 AW0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0618_SP_SET: CONCRETE POST
 AW0618_STAMPING: NASS NO 2 1933 1978
 AW0618_MARK LOGO: NGS   
 AW0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0618+STABILITY: SURFACE MOTION
 AW0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0618+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0618
 AW0618  HISTORY     - Date     Condition        Report By
 AW0618  HISTORY     - 1978     MONUMENTED       NGS
 AW0618  HISTORY     - 1978     GOOD             NGS
 AW0618  HISTORY     - 1987     GOOD             USPSQD
 AW0618  HISTORY     - 1987     GOOD             NGS
 AW0618  HISTORY     - 1988     GOOD             USPSQD
 AW0618  HISTORY     - 1989     GOOD             USPSQD
 AW0618  HISTORY     - 1989     GOOD             USPSQD
 AW0618  HISTORY     - 1989     GOOD             USPSQD
 AW0618  HISTORY     - 19940915 GOOD             USPSQD
 AW0618  HISTORY     - 20010730 GOOD             NGS
 AW0618  HISTORY     - 20031121 GOOD             USPSQD
 AW0618  HISTORY     - 20041122 GOOD             USPSQD
 AW0618  HISTORY     - 20051215 GOOD             USPSQD
 AW0618
 AW0618                          STATION DESCRIPTION
 AW0618
 AW0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0618'2.1 MI SW FROM GALVESTON.
 AW0618'2.1 MILES SOUTHWEST ALONG FROM THE JUNCTION OF 89TH STREET IN
 AW0618'GALVESTON, 64 FT. WEST OF THE CENTERLINE OF STEWART ROAD, 10 FT. NORTH
 AW0618'OF A POWERLINE POLE, 1 FT. EAST OF A FENCELINE, ABOUT 0.15 SOUTH OF
 AW0618'THE EXTENDED CENTERLINE OF 7  1/2 MILE ROAD, 45 FT. SOUTH OF
 AW0618'NASS 1933.
 AW0618
 AW0618                          STATION RECOVERY (1987)
 AW0618
 AW0618'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGS)
 AW0618'RECOVERED IN GOOD CONDITION.
 AW0618
 AW0618                          STATION RECOVERY (1987)
 AW0618
 AW0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0618'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.9 KM (6.15
 AW0618'MI) SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON,
 AW0618'THENCE 0.3 KM (0.2 MI) SOUTHWEST ALONG FARM MARKET ROAD 3005, THENCE
 AW0618'0.6 KM (0.35 MI) NORTHWEST ALONG 7-MILE ROAD, THENCE 0.8 KM (0.5 MI)
 AW0618'SOUTHWEST ALONG STEWART ROAD.
 AW0618
 AW0618                          STATION RECOVERY (1988)
 AW0618
 AW0618'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0618'RECOVERED IN GOOD CONDITION.
 AW0618
 AW0618                          STATION RECOVERY (1989)
 AW0618
 AW0618'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0618'RECOVERED IN GOOD CONDITION.
 AW0618
 AW0618                          STATION RECOVERY (1989)
 AW0618
 AW0618'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0618'RECOVERED IN GOOD CONDITION.
 AW0618
 AW0618                          STATION RECOVERY (1989)
 AW0618
 AW0618'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0618'RECOVERED IN GOOD CONDITION.
 AW0618
 AW0618                          STATION RECOVERY (1994)
 AW0618
 AW0618'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0618'RECOVERED IN GOOD CONDITION.
 AW0618
 AW0618                          STATION RECOVERY (2001)
 AW0618
 AW0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0618'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0618
 AW0618                          STATION RECOVERY (2003)
 AW0618
 AW0618'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0618'RECOVERED IN GOOD CONDITION.
 AW0618
 AW0618                          STATION RECOVERY (2004)
 AW0618
 AW0618'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0618'GO TO N 29 14 33.2 W 094 52 53.3
 AW0618
 AW0618                          STATION RECOVERY (2005)
 AW0618
 AW0618'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0618'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6406 ***********************************************************************
 AW6406  DESIGNATION -  NASSAU BAY WC AND ID NO 83 TK
 AW6406  PID         -  AW6406
 AW6406  STATE/COUNTY-  TX/HARRIS
 AW6406  USGS QUAD   -  LEAGUE CITY (1995)
 AW6406
 AW6406                         *CURRENT SURVEY CONTROL
 AW6406  ___________________________________________________________________
 AW6406* NAD 83(1993)-  29 32 47.53151(N)    095 05 45.81073(W)     ADJUSTED  
 AW6406* NAVD 88     -                                                        
 AW6406  ___________________________________________________________________
 AW6406  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6406  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW6406
 AW6406  HORZ ORDER  -  THIRD
 AW6406
 AW6406.The horizontal coordinates were established by classical geodetic methods
 AW6406.and adjusted by the National Geodetic Survey in February 1996..
 AW6406
 AW6406
 AW6406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6406
 AW6406.The geoid height was determined by GEOID03.
 AW6406
 AW6406;                    North         East     Units Scale Factor Converg.
 AW6406;SPC TXSC     - 4,196,182.397   978,258.075   MT  0.99987004   +1 54 45.3
 AW6406;SPC TXSC     -13,766,975.08  3,209,501.70   sFT  0.99987004   +1 54 45.3
 AW6406;UTM  15      - 3,270,372.125   296,903.802   MT  1.00010898   -1 02 02.3
 AW6406
 AW6406                          SUPERSEDED SURVEY CONTROL
 AW6406
 AW6406  NAD 83(1986)-  29 32 47.54820(N)    095 05 45.79056(W) AD(       ) 4
 AW6406  NAD 27      -  29 32 46.70908(N)    095 05 45.03700(W) AD(       ) 3
 AW6406
 AW6406.Superseded values are not recommended for survey control.
 AW6406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6406.See file dsdata.txt to determine how the superseded data were derived.
 AW6406
 AW6406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9690470372(NAD 83)
 AW6406_MARKER: 53 = ELEVATED TANK
 AW6406
 AW6406  HISTORY     - Date     Condition        Report By
 AW6406  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6406  HISTORY     - 19940514 GOOD             USPSQD
 AW6406  HISTORY     - 20020310 GOOD             USPSQD
 AW6406  HISTORY     - 20040325 GOOD             USPSQD
 AW6406
 AW6406                          STATION DESCRIPTION
 AW6406
 AW6406'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6406'THE STATION IS LOCATED IN NASSAU BAY JUST WEST OF THE JUNCTION OF
 AW6406'POINT LOOKOUT DRIVE AND SPACE PARK DRIVE.
 AW6406'
 AW6406'IT IS A PEDESTAL SPHERE TYPE WATER TANK PAINTED LIGHT BLUE.  ON TOP
 AW6406'OF THE TANK IS A MAST WITH SEVERAL ANTENNAS.  THE OVER-ALL HEIGHT IS
 AW6406'APPROXIMATELY 136 FEET.
 AW6406'
 AW6406'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 AW6406
 AW6406                          STATION RECOVERY (1994)
 AW6406
 AW6406'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6406'RECOVERED IN GOOD CONDITION.
 AW6406
 AW6406                          STATION RECOVERY (2002)
 AW6406
 AW6406'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW6406'RECOVERED IN GOOD CONDITION.
 AW6406
 AW6406                          STATION RECOVERY (2004)
 AW6406
 AW6406'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0839 ***********************************************************************
 AY0839  DESIGNATION -  NATALIA
 AY0839  PID         -  AY0839
 AY0839  STATE/COUNTY-  TX/MEDINA
 AY0839  USGS QUAD   -  LYTLE (1982)
 AY0839
 AY0839                         *CURRENT SURVEY CONTROL
 AY0839  ___________________________________________________________________
 AY0839* NAD 83(1993)-  29 12 43.25183(N)    098 49 55.42059(W)     ADJUSTED  
 AY0839* NAVD 88     -       250.721  (meters)     822.57   (feet)  ADJUSTED  
 AY0839  ___________________________________________________________________
 AY0839  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AY0839  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AY0839  DYNAMIC HT  -         250.362 (meters)     821.40  (feet)  COMP
 AY0839  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 AY0839
 AY0839  HORZ ORDER  -  FIRST
 AY0839  VERT ORDER  -  FIRST     CLASS II
 AY0839
 AY0839.The horizontal coordinates were established by classical geodetic methods
 AY0839.and adjusted by the National Geodetic Survey in February 1996..
 AY0839
 AY0839.The orthometric height was determined by differential leveling
 AY0839.and adjusted by the National Geodetic Survey in June 1991..
 AY0839
 AY0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0839
 AY0839.The geoid height was determined by GEOID03.
 AY0839
 AY0839.The dynamic height is computed by dividing the NAVD 88
 AY0839.geopotential number by the normal gravity value computed on the
 AY0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0839.degrees latitude (g = 980.6199 gals.).
 AY0839
 AY0839.The modeled gravity was interpolated from observed gravity values.
 AY0839
 AY0839;                    North         East     Units Scale Factor Converg.
 AY0839;SPC TXSC     - 4,152,806.107   616,328.060   MT  0.99986553   +0 04 56.2
 AY0839;SPC TXSC     -13,624,664.70  2,022,069.64   sFT  0.99986553   +0 04 56.2
 AY0839;UTM  14      - 3,231,487.041   516,323.742   MT  0.99960329   +0 04 55.1
 AY0839
 AY0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0839!SPC TXSC     -   0.99996446  x   0.99986553  =   0.99982999
 AY0839!UTM  14      -   0.99996446  x   0.99960329  =   0.99956776
 AY0839
 AY0839|---------------------------------------------------------------------|
 AY0839| PID    Reference Object                     Distance      Geod. Az  |
 AY0839|                                                           dddmmss.s |
 AY0839| AY0840 NATALIA RM 1                         17.607 METERS 09036     |
 AY0839| AY0841 NATALIA RM 2                         20.462 METERS 18118     |
 AY0839| AY1941 NATALIA WATER TANK                  APPROX. 3.3 KM 2232459.0 |
 AY0839| AY0838 NATALIA AZ MK                                      3530926.6 |
 AY0839|---------------------------------------------------------------------|
 AY0839
 AY0839                          SUPERSEDED SURVEY CONTROL
 AY0839
 AY0839  NAD 83(1986)-  29 12 43.25505(N)    098 49 55.40208(W) AD(       ) 1
 AY0839  NAD 27      -  29 12 42.39600(N)    098 49 54.30800(W) AD(       ) 1
 AY0839  NGVD 29 (??/??/92)  250.599  (m)          822.17   (f) ADJ UNCH    1 2
 AY0839
 AY0839.Superseded values are not recommended for survey control.
 AY0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0839.See file dsdata.txt to determine how the superseded data were derived.
 AY0839
 AY0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1632431487(NAD 83)
 AY0839_MARKER: DS = TRIANGULATION STATION DISK
 AY0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0839_STAMPING: NATALIA 1953
 AY0839_PROJECTION: FLUSH
 AY0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0839+STABILITY: SURFACE MOTION
 AY0839
 AY0839  HISTORY     - Date     Condition        Report By
 AY0839  HISTORY     - 1953     MONUMENTED       CGS
 AY0839  HISTORY     - 1956     GOOD             AMS
 AY0839  HISTORY     - 1956     GOOD             NGS
 AY0839  HISTORY     - 1960     GOOD             CGS
 AY0839  HISTORY     - 19950522 GOOD             USPSQD
 AY0839  HISTORY     - 19970917 GOOD             USPSQD
 AY0839  HISTORY     - 20020129 GOOD             USPSQD
 AY0839
 AY0839                          STATION DESCRIPTION
 AY0839
 AY0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0839'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF NATALIA,
 AY0839'0.15 MILE SOUTH OF U.S. HIGHWAY 81, ON THE CREST OF A RIDGE
 AY0839'NEAR THE HOME OF MR. H.G. BALES.
 AY0839'
 AY0839'TO REACH FROM THE POST OFFICE IN NATALIA, GO NORTHEASTERLY ON
 AY0839'U.S. HIGHWAY 81 FOR 2.1 MILES TO THE HUMBLE OIL CO. TANKS
 AY0839'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 81
 AY0839'FOR 0.15 MILE TO A DRIVE WAY AND A CATTLE GUARD ON THE RIGHT.
 AY0839'TURN RIGHT CROSS THE CATTLE GUARD AND GO 0.1 MILE TO MR. BALES
 AY0839'HOME.  PASS TO THE LEFT OF THE HOUSE AND GO TO THE HIGHEST POINT
 AY0839'OF WHICH IS 80 YARDS SOUTHEAST OF THE HOUSE.
 AY0839'
 AY0839'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AY0839'POSTS.
 AY0839'
 AY0839'THE STATION MARK IS STAMPED NATALIA 1953, AND IT PROJECTS
 AY0839'4 INCHES.  THE MARK IS LOCATED 206 FEET SOUTHEAST OF THE
 AY0839'SOUTHEAST CORNER OF THE HOUSE AND ABOUT 10 FEET NORTH OF A
 AY0839'BRUSH LINE WHICH RUNS EAST AND WEST.  THE STATION SITE APPEARS
 AY0839'TO BE THE HIGHEST POINT IN THE NEAR VICINITY.
 AY0839'
 AY0839'REFERENCE MARK NO. 1 IS STAMPED NATALIA NO 1 1953, AND IT
 AY0839'PROJECTS 4 INCHES.  THE MARK IS LOCATED ABOUT 12 FEET NORTH
 AY0839'OF AN EAST-WEST BRUSH LINE AND IT IS ABOUT 1-1/2 FOOT LOWER
 AY0839'THAN THE STATION.
 AY0839'
 AY0839'REFERENCE MARK NO. 2 IS STAMPED NATALIA NO 2 1953, AND IT
 AY0839'PROJECTS 6 INCHES.  THE MARK IS LOCATED ABOUT 57 FEET SOUTH
 AY0839'OF AN EAST-WEST BRUSH LINE AND IT IS ABOUT 1-1/2 FOOT LOWER
 AY0839'THAN THE STATION.
 AY0839'
 AY0839'THE AZIMUTH MARK IS STAMPED NATALIA 1953, AND IT PROJECTS
 AY0839'5 INCHES.  THE MARK IS LOCATED ABOUT 0.25 MILE NORTH OF
 AY0839'THE STATION.  180 FEET WEST OF A TELEPHONE POLE WHICH HAS
 AY0839'A MARKER NO. 284 - 10 ON IT.  49 FEET NORTH OF THE CENTER
 AY0839'LINE OF U.S. HIGHWAY 81, 38 FEET SOUTH OF THE SOUTH RAIL
 AY0839'OF A RAILROAD TRACK.  AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 AY0839'FENCE LINE.
 AY0839'
 AY0839'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO U.S.
 AY0839'HIGHWAY 81, TURN RIGHT AND GO EAST ON U.S. HIGHWAY 81 FOR 0.1
 AY0839'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AY0839'
 AY0839'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AY0839
 AY0839                          STATION RECOVERY (1956)
 AY0839
 AY0839'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY0839'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED 73
 AY0839'FT. E. OF CENTER OF LONE BUSH, 18 FT. W OF W TIP OF BUSH,
 AY0839'43 FT. E. OF NE TIP OF POINTED TREE LINES, 35 FT. SW OF DIM
 AY0839'TRAIL.
 AY0839
 AY0839                          STATION RECOVERY (1956)
 AY0839
 AY0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AY0839'2.65 MI SW FROM LYTLE.
 AY0839'2.4 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0839'RAILROAD FROM THE STATION AT LYTLE, THENCE 0.25 MILE SOUTH ACROSS A
 AY0839'SANDY FIELD, AT THE NORTH EDGE OF A GROUP OF TREES, 207 FEET SOUTHEAST
 AY0839'OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 20.7 FEET SOUTHEAST OF A
 AY0839'POWER POLE, 0.4 FOOT SOUTH OF A FENCE, 1 FOOT NORTHEAST OF A WITNESS
 AY0839'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AY0839'GROUND.
 AY0839
 AY0839                          STATION RECOVERY (1960)
 AY0839
 AY0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RS)
 AY0839'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED
 AY0839'AND ARE IN VERY GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AY0839'IS ADEQUATE AND COMPLETE.
 AY0839
 AY0839                          STATION RECOVERY (1995)
 AY0839
 AY0839'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0839'RECOVERED IN GOOD CONDITION.
 AY0839
 AY0839                          STATION RECOVERY (1997)
 AY0839
 AY0839'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0839'RECOVERED IN GOOD CONDITION.
 AY0839
 AY0839                          STATION RECOVERY (2002)
 AY0839
 AY0839'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0838 ***********************************************************************
 AY0838  DESIGNATION -  NATALIA AZ MK
 AY0838  PID         -  AY0838
 AY0838  STATE/COUNTY-  TX/MEDINA
 AY0838  USGS QUAD   -  LYTLE (1982)
 AY0838
 AY0838                         *CURRENT SURVEY CONTROL
 AY0838  ___________________________________________________________________
 AY0838* NAD 83(1986)-  29 12 54.     (N)    098 49 55.     (W)     SCALED    
 AY0838* NAVD 88     -       240.988  (meters)     790.64   (feet)  ADJUSTED  
 AY0838  ___________________________________________________________________
 AY0838  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AY0838  DYNAMIC HT  -         240.642 (meters)     789.51  (feet)  COMP
 AY0838  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 AY0838
 AY0838  VERT ORDER  -  FIRST     CLASS II
 AY0838
 AY0838.The horizontal coordinates were scaled from a topographic map and have
 AY0838.an estimated accuracy of +/- 6 seconds.
 AY0838
 AY0838.The orthometric height was determined by differential leveling
 AY0838.and adjusted by the National Geodetic Survey in June 1991..
 AY0838
 AY0838.The geoid height was determined by GEOID03.
 AY0838
 AY0838.The dynamic height is computed by dividing the NAVD 88
 AY0838.geopotential number by the normal gravity value computed on the
 AY0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0838.degrees latitude (g = 980.6199 gals.).
 AY0838
 AY0838.The modeled gravity was interpolated from observed gravity values.
 AY0838
 AY0838;                    North         East    Units  Estimated Accuracy
 AY0838;SPC TXSC     - 4,153,140.      616,340.      MT  (+/- 180 meters Scaled)
 AY0838
 AY0838                          SUPERSEDED SURVEY CONTROL
 AY0838
 AY0838  NGVD 29 (??/??/92)  240.866  (m)          790.24   (f) ADJ UNCH    1 2
 AY0838
 AY0838.Superseded values are not recommended for survey control.
 AY0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0838.See file dsdata.txt to determine how the superseded data were derived.
 AY0838
 AY0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT163318(NAD 83)
 AY0838_MARKER: DZ = AZIMUTH MARK DISK
 AY0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0838_STAMPING: NATALIA 1953
 AY0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0838+STABILITY: SURFACE MOTION
 AY0838
 AY0838  HISTORY     - Date     Condition        Report By
 AY0838  HISTORY     - 1953     MONUMENTED       CGS
 AY0838  HISTORY     - 1956     GOOD             NGS
 AY0838  HISTORY     - 19950522 MARK NOT FOUND   USPSQD
 AY0838  HISTORY     - 19970917 MARK NOT FOUND   USPSQD
 AY0838  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0838
 AY0838                          STATION DESCRIPTION
 AY0838
 AY0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0838'2.4 MI SW FROM LYTLE.
 AY0838'2.4 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0838'RAILROAD FROM THE STATION AT LYTLE, 0.25 MILE NORTH OF A LARGE WHITE
 AY0838'HOUSE, 49.5 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 37.3
 AY0838'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET SOUTHEAST OF A TELEPHONE
 AY0838'POLE, 1.4 FEET SOUTHEAST OF A FENCE, 1.4 FEET NORTHEAST OF A WITNESS
 AY0838'POST, 0.25 MILE NORTH OF TRIANGULATION STATION NATALIA 1953, SET IN
 AY0838'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0838
 AY0838                          STATION RECOVERY (1995)
 AY0838
 AY0838'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0838'MARK NOT FOUND.
 AY0838
 AY0838                          STATION RECOVERY (1997)
 AY0838
 AY0838'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0838'MARK NOT FOUND.
 AY0838
 AY0838                          STATION RECOVERY (2002)
 AY0838
 AY0838'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0840 ***********************************************************************
 AY0840  DESIGNATION -  NATALIA RM 1
 AY0840  PID         -  AY0840
 AY0840  STATE/COUNTY-  TX/MEDINA
 AY0840  USGS QUAD   -  LYTLE (1982)
 AY0840
 AY0840                         *CURRENT SURVEY CONTROL
 AY0840  ___________________________________________________________________
 AY0840* NAD 83(1986)-  29 12 43.     (N)    098 49 55.     (W)     SCALED    
 AY0840* NAVD 88     -       250.533  (meters)     821.96   (feet)  ADJUSTED  
 AY0840  ___________________________________________________________________
 AY0840  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AY0840  DYNAMIC HT  -         250.174 (meters)     820.78  (feet)  COMP
 AY0840  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 AY0840
 AY0840  VERT ORDER  -  FIRST     CLASS II
 AY0840
 AY0840.The horizontal coordinates were scaled from a topographic map and have
 AY0840.an estimated accuracy of +/- 6 seconds.
 AY0840
 AY0840.The orthometric height was determined by differential leveling
 AY0840.and adjusted by the National Geodetic Survey in June 1991..
 AY0840
 AY0840.The geoid height was determined by GEOID03.
 AY0840
 AY0840.The dynamic height is computed by dividing the NAVD 88
 AY0840.geopotential number by the normal gravity value computed on the
 AY0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0840.degrees latitude (g = 980.6199 gals.).
 AY0840
 AY0840.The modeled gravity was interpolated from observed gravity values.
 AY0840
 AY0840;                    North         East    Units  Estimated Accuracy
 AY0840;SPC TXSC     - 4,152,800.      616,340.      MT  (+/- 180 meters Scaled)
 AY0840
 AY0840                          SUPERSEDED SURVEY CONTROL
 AY0840
 AY0840  NGVD 29 (??/??/92)  250.411  (m)          821.56   (f) ADJ UNCH    1 2
 AY0840
 AY0840.Superseded values are not recommended for survey control.
 AY0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0840.See file dsdata.txt to determine how the superseded data were derived.
 AY0840
 AY0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT163314(NAD 83)
 AY0840_MARKER: DR = REFERENCE MARK DISK
 AY0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0840_STAMPING: NATALIA NO 1 1953
 AY0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0840+STABILITY: SURFACE MOTION
 AY0840
 AY0840  HISTORY     - Date     Condition        Report By
 AY0840  HISTORY     - 1953     MONUMENTED       CGS
 AY0840  HISTORY     - 1956     GOOD             NGS
 AY0840  HISTORY     - 19950522 GOOD             USPSQD
 AY0840  HISTORY     - 19970917 GOOD             USPSQD
 AY0840  HISTORY     - 20020129 GOOD             USPSQD
 AY0840
 AY0840                          STATION DESCRIPTION
 AY0840
 AY0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0840'2.65 MI SW FROM LYTLE.
 AY0840'2.4 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0840'RAILROAD FROM THE STATION AT LYTLE, THENCE 0.25 MILE SOUTH ACROSS A
 AY0840'SANDY FIELD, AT THE NORTH EDGE OF A GROUP OF TREES, 58.0 FEET EAST OF
 AY0840'TRIANGULATION STATION NATALIA 1953, 28 FEET NORTHEAST OF A 15 INCH OAK
 AY0840'TREE, 0.3 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 AY0840'WHICH IS FLUSH WITH THE GROUND.
 AY0840
 AY0840                          STATION RECOVERY (1995)
 AY0840
 AY0840'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0840'RECOVERED IN GOOD CONDITION.
 AY0840
 AY0840                          STATION RECOVERY (1997)
 AY0840
 AY0840'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0840'RECOVERED IN GOOD CONDITION.
 AY0840
 AY0840                          STATION RECOVERY (2002)
 AY0840
 AY0840'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0841 ***********************************************************************
 AY0841  DESIGNATION -  NATALIA RM 2
 AY0841  PID         -  AY0841
 AY0841  STATE/COUNTY-  TX/MEDINA
 AY0841  USGS QUAD   -  LYTLE (1982)
 AY0841
 AY0841                         *CURRENT SURVEY CONTROL
 AY0841  ___________________________________________________________________
 AY0841* NAD 83(1986)-  29 12 43.     (N)    098 49 55.     (W)     SCALED    
 AY0841* NAVD 88     -       250.306  (meters)     821.21   (feet)  ADJUSTED  
 AY0841  ___________________________________________________________________
 AY0841  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AY0841  DYNAMIC HT  -         249.948 (meters)     820.04  (feet)  COMP
 AY0841  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 AY0841
 AY0841  VERT ORDER  -  FIRST     CLASS II
 AY0841
 AY0841.The horizontal coordinates were scaled from a topographic map and have
 AY0841.an estimated accuracy of +/- 6 seconds.
 AY0841
 AY0841.The orthometric height was determined by differential leveling
 AY0841.and adjusted by the National Geodetic Survey in June 1991..
 AY0841
 AY0841.The geoid height was determined by GEOID03.
 AY0841
 AY0841.The dynamic height is computed by dividing the NAVD 88
 AY0841.geopotential number by the normal gravity value computed on the
 AY0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0841.degrees latitude (g = 980.6199 gals.).
 AY0841
 AY0841.The modeled gravity was interpolated from observed gravity values.
 AY0841
 AY0841;                    North         East    Units  Estimated Accuracy
 AY0841;SPC TXSC     - 4,152,800.      616,340.      MT  (+/- 180 meters Scaled)
 AY0841
 AY0841                          SUPERSEDED SURVEY CONTROL
 AY0841
 AY0841  NGVD 29 (??/??/92)  250.184  (m)          820.81   (f) ADJ UNCH    1 2
 AY0841
 AY0841.Superseded values are not recommended for survey control.
 AY0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0841.See file dsdata.txt to determine how the superseded data were derived.
 AY0841
 AY0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT163314(NAD 83)
 AY0841_MARKER: DR = REFERENCE MARK DISK
 AY0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0841_STAMPING: NATALIA NO 2 1953
 AY0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0841+STABILITY: SURFACE MOTION
 AY0841
 AY0841  HISTORY     - Date     Condition        Report By
 AY0841  HISTORY     - 1953     MONUMENTED       CGS
 AY0841  HISTORY     - 1956     GOOD             NGS
 AY0841  HISTORY     - 19950522 GOOD             USPSQD
 AY0841  HISTORY     - 19970917 GOOD             USPSQD
 AY0841  HISTORY     - 20020129 GOOD             USPSQD
 AY0841
 AY0841                          STATION DESCRIPTION
 AY0841
 AY0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0841'2.65 MI SW FROM LYTLE.
 AY0841'2.4 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0841'RAILROAD FROM THE STATION AT LYTLE, THENCE 0.25 MILE SOUTH ACROSS A
 AY0841'SANDY FIELD, AT THE NORTH EDGE OF A GROUP OF TREES, 67.1 FEET SOUTH OF
 AY0841'TRIANGULATION STATION NATALIA 1953, SET IN THE TOP OF A CONCRETE POST
 AY0841'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0841
 AY0841                          STATION RECOVERY (1995)
 AY0841
 AY0841'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0841'RECOVERED IN GOOD CONDITION.
 AY0841
 AY0841                          STATION RECOVERY (1997)
 AY0841
 AY0841'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0841'RECOVERED IN GOOD CONDITION.
 AY0841
 AY0841                          STATION RECOVERY (2002)
 AY0841
 AY0841'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1941 ***********************************************************************
 AY1941  DESIGNATION -  NATALIA WATER TANK
 AY1941  PID         -  AY1941
 AY1941  STATE/COUNTY-  TX/MEDINA
 AY1941  USGS QUAD   -  LYTLE (1982)
 AY1941
 AY1941                         *CURRENT SURVEY CONTROL
 AY1941  ___________________________________________________________________
 AY1941* NAD 83(1993)-  29 11 25.07019(N)    098 51 19.71591(W)     ADJUSTED  
 AY1941* NAVD 88     -                                                        
 AY1941  ___________________________________________________________________
 AY1941  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AY1941  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AY1941
 AY1941  HORZ ORDER  -  THIRD
 AY1941
 AY1941.The horizontal coordinates were established by classical geodetic methods
 AY1941.and adjusted by the National Geodetic Survey in February 1996..
 AY1941
 AY1941
 AY1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1941
 AY1941.The geoid height was determined by GEOID03.
 AY1941
 AY1941;                    North         East     Units Scale Factor Converg.
 AY1941;SPC TXSC     - 4,150,396.284   614,054.446   MT  0.99986641   +0 04 14.9
 AY1941;SPC TXSC     -13,616,758.48  2,014,610.29   sFT  0.99986641   +0 04 14.9
 AY1941;UTM  14      - 3,229,077.865   514,050.713   MT  0.99960244   +0 04 13.7
 AY1941
 AY1941                          SUPERSEDED SURVEY CONTROL
 AY1941
 AY1941  NAD 83(1986)-  29 11 25.07311(N)    098 51 19.69717(W) AD(       ) 4
 AY1941  NAD 27      -  29 11 24.21000(N)    098 51 18.59000(W) AD(       ) 3
 AY1941
 AY1941.Superseded values are not recommended for survey control.
 AY1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1941.See file dsdata.txt to determine how the superseded data were derived.
 AY1941
 AY1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1405129078(NAD 83)
 AY1941_MARKER: 51 = TANK
 AY1941
 AY1941  HISTORY     - Date     Condition        Report By
 AY1941  HISTORY     - 1935     FIRST OBSERVED   CGS
 AY1941  HISTORY     - 1956     GOOD             AMS
 AY1941  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1941  HISTORY     - 19970917 GOOD             USPSQD
 AY1941  HISTORY     - 20021028 GOOD             USPSQD
 AY1941
 AY1941                          STATION DESCRIPTION
 AY1941
 AY1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY1941'POINT OBSERVED UPON IS FINIAL OF WATER TANK.  PROBABLY MUNICIPAL
 AY1941'WATER SUPPLY.  LOCATED IN TOWN OF NATALIA.  STATION WAS NOT
 AY1941'VISITED.  HOWEVER, THIS IS THE ONLY TANK IN TOWN.
 AY1941'
 AY1941'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MOORE
 AY1941'AND RACKLEY.
 AY1941
 AY1941                          STATION RECOVERY (1956)
 AY1941
 AY1941'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1941'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED 84
 AY1941'FT. SE OF NE-SW STREET, 234 FT. SW OF NW-SE STREET, 241 FT.
 AY1941'NE OF NW-SE STREET, AND 26 FT. NW OF CENTER OF SMALL CONCRETE
 AY1941'FOUNDATION.
 AY1941
 AY1941                          STATION RECOVERY (1995)
 AY1941
 AY1941'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1941'MARK NOT FOUND.
 AY1941
 AY1941                          STATION RECOVERY (1997)
 AY1941
 AY1941'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1941'RECOVERED IN GOOD CONDITION.
 AY1941
 AY1941                          STATION RECOVERY (2002)
 AY1941
 AY1941'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1296 ***********************************************************************
 AH1296  DESIGNATION -  NATANZA WINDMILL
 AH1296  PID         -  AH1296
 AH1296  STATE/COUNTY-  TX/NUECES
 AH1296  USGS QUAD   -  PITA ISLAND (1975)
 AH1296
 AH1296                         *CURRENT SURVEY CONTROL
 AH1296  ___________________________________________________________________
 AH1296* NAD 83(1993)-  27 34 23.79243(N)    097 19 12.84828(W)     ADJUSTED  
 AH1296* NAVD 88     -                                                        
 AH1296  ___________________________________________________________________
 AH1296  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1296  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AH1296
 AH1296  HORZ ORDER  -  THIRD
 AH1296
 AH1296.The horizontal coordinates were established by classical geodetic methods
 AH1296.and adjusted by the National Geodetic Survey in February 1996..
 AH1296
 AH1296
 AH1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1296
 AH1296.The geoid height was determined by GEOID03.
 AH1296
 AH1296;                    North         East     Units Scale Factor Converg.
 AH1296;SPC TX S     - 5,211,784.340   416,489.579   MT  0.99994448   +0 32 08.2
 AH1296;SPC TX S     -17,098,995.79  1,366,432.89   sFT  0.99994448   +0 32 08.2
 AH1296;UTM  14      - 3,051,058.724   665,818.377   MT  0.99993940   +0 46 39.8
 AH1296
 AH1296                          SUPERSEDED SURVEY CONTROL
 AH1296
 AH1296  NAD 83(1986)-  27 34 23.80306(N)    097 19 12.82349(W) AD(       ) 4
 AH1296  NAD 27      -  27 34 22.66400(N)    097 19 11.85400(W) AD(       ) 3
 AH1296
 AH1296.Superseded values are not recommended for survey control.
 AH1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1296.See file dsdata.txt to determine how the superseded data were derived.
 AH1296
 AH1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6581851059(NAD 83)
 AH1296_MARKER: 66 = WINDMILL
 AH1296
 AH1296  HISTORY     - Date     Condition        Report By
 AH1296  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1296  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1296
 AH1296                          STATION DESCRIPTION
 AH1296
 AH1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1296'LOCATED ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 9.0
 AH1296'MILES S OF THE NAVAL AIR STATION, CORPUS CHRISTI.
 AH1296'
 AH1296'TO REACH FROM THE S GATE OF THE NAVAL AIR STATION, PROCEED
 AH1296'0.6 MILE SW ON S.H. 358 TO WALDRON FIELD ROAD, SW 4.4 MILES
 AH1296'TO THE N GATE OF THE KING RANCH, 3.5 S ON THE MAIN ROAD TO
 AH1296'A TRAIL TO THE E, E 0.2 MILE TO THE STATION.
 AH1296'
 AH1296'STATION IS A STEEL WINDMILL 30 FEET HIGH.  THIS WINDMILL IS
 AH1296'SOMETIMES CALLED RED WINDMILL.
 AH1296'
 AH1296'THE NAME MATANZA IS A PROPER NAME.
 AH1296
 AH1296                          STATION RECOVERY (2001)
 AH1296
 AH1296'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0858 ***********************************************************************
 BP0858  DESIGNATION -  NATION
 BP0858  PID         -  BP0858
 BP0858  STATE/COUNTY-  TX/PECOS
 BP0858  USGS QUAD   -  MARATHON GAP (1968)
 BP0858
 BP0858                         *CURRENT SURVEY CONTROL
 BP0858  ___________________________________________________________________
 BP0858* NAD 83(1993)-  30 24 03.84569(N)    102 57 51.11276(W)     ADJUSTED  
 BP0858* NAVD 88     -      1562.4    (meters)    5126.     (feet)  VERTCON   
 BP0858  ___________________________________________________________________
 BP0858  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 BP0858  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BP0858
 BP0858  HORZ ORDER  -  FIRST
 BP0858
 BP0858.The horizontal coordinates were established by classical geodetic methods
 BP0858.and adjusted by the National Geodetic Survey in February 1996..
 BP0858
 BP0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0858
 BP0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0858
 BP0858.The geoid height was determined by GEOID03.
 BP0858
 BP0858;                    North         East     Units Scale Factor Converg.
 BP0858;SPC TX C     - 3,084,402.290   447,224.277   MT  0.99993624   -1 21 18.2
 BP0858;SPC TX C     -10,119,409.85  1,467,268.32   sFT  0.99993624   -1 21 18.2
 BP0858;SPC TXSC     - 4,291,044.738   219,115.858   MT  1.00003613   -1 56 31.6
 BP0858;SPC TXSC     -14,078,202.61    718,882.61   sFT  1.00003613   -1 56 31.6
 BP0858;UTM  13      - 3,364,987.067   695,574.276   MT  1.00007189   +1 01 50.0
 BP0858
 BP0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0858!SPC TX C     -   0.99975817  x   0.99993624  =   0.99969443
 BP0858!SPC TXSC     -   0.99975817  x   1.00003613  =   0.99979429
 BP0858!UTM  13      -   0.99975817  x   1.00007189  =   0.99983004
 BP0858
 BP0858|---------------------------------------------------------------------|
 BP0858| PID    Reference Object                     Distance      Geod. Az  |
 BP0858|                                                           dddmmss.s |
 BP0858| CH9139 NATION RM                            11.710 METERS 13224     |
 BP0858| CH9138 NATION AZ MK                                       2822220.7 |
 BP0858| CH9140 NATION RM 2                                        31003     |
 BP0858|---------------------------------------------------------------------|
 BP0858
 BP0858                          SUPERSEDED SURVEY CONTROL
 BP0858
 BP0858  NAD 83(1986)-  30 24 03.83373(N)    102 57 51.11991(W) AD(       ) 1
 BP0858  NAD 27      -  30 24 03.21500(N)    102 57 49.55400(W) AD(       ) 1
 BP0858  NGVD 29 (07/19/86) 1561.9    (m)         5124.     (f) VERT ANG       
 BP0858
 BP0858.Superseded values are not recommended for survey control.
 BP0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0858.See file dsdata.txt to determine how the superseded data were derived.
 BP0858
 BP0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP9557464987(NAD 83)
 BP0858_MARKER: DS = TRIANGULATION STATION DISK
 BP0858_SETTING: 80 = SET IN A BOULDER
 BP0858_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BP0858
 BP0858  HISTORY     - Date     Condition        Report By
 BP0858  HISTORY     - 1917     MONUMENTED       CGS
 BP0858  HISTORY     - 1935     GOOD             CGS
 BP0858  HISTORY     - 1968     SEE DESCRIPTION  USGS
 BP0858
 BP0858                          STATION DESCRIPTION
 BP0858
 BP0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BP0858'ABOUT 15 MILES N FROM MARATHON AND THREE-FOURTHS MILE EAST
 BP0858'OF THE MARATHON-FORT STOCKTON ROAD, 1 MILE N FROM THE PUMPKIN
 BP0858'CENTER SCHOOLHOUSE, ON A PROMINENT ROUNDED KNOB AT THE SW
 BP0858'END OF THE RANGE OF HILLS.  STATION MARK IS A STANDARD DISK
 BP0858'STATION MARK IN BOULDER, UNDERGROUND MARK IS STANDARD DISK
 BP0858'STATION MARK IN BEDROCK, REFERENCE MARK IS STANDARD REFERENCE
 BP0858'DISK IN BOULDER, AND FLUSH WITH THE GROUND ON THE EASTERN SLOPE
 BP0858'OF THE KNOB, 1-1/2 METERS (5 FEET) LOWER THAN, AND 11.71
 BP0858'METERS (38.4 FEET) FROM STATION S 71 DEG 41 MIN E.
 BP0858'ELEVATION OF STATION, 1561.9 METERS (5,124 FEET).
 BP0858
 BP0858                          STATION RECOVERY (1935)
 BP0858
 BP0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0858'STATION IS ABOUT 35 MILES S OF FORT STOCKTON.  THE STATION
 BP0858'IS ON A PROMINENT ROUNDED KNOB AT THE SW END OF A RANGE OF
 BP0858'ROUGH HILLS.  IT IS ABOUT 1.0 MILE E OF THE FORT STOCKTON-MARATHON
 BP0858'ROAD.  THE STATION IS MARKED WITH A BRONZE DISK SET IN A
 BP0858'BOULDER.
 BP0858'
 BP0858'THE REFERENCE MARK ESTABLISHED IN 1918 WAS RECOVERED.  IT IS ON
 BP0858'THE SE SLOPE OF THE KNOB.  THE MARK IS UNSTABLE AND THE ORIGINAL
 BP0858'MEASUREMENT WAS NOT CHECKED.  THE MARK IS A STANDARD DISK SET
 BP0858'IN A SMALL BOULDER.  (NOTE DISCREPANCY IN AZIMUTH TO IT.)
 BP0858'
 BP0858'A NEW REFERENCE MARK WAS ESTABLISHED.  IT IS A STANDARD DISK SET
 BP0858'IN A SMALL BOULDER AND IS ON THE NW SLOPE OF THE KNOB.
 BP0858'
 BP0858'AN AZIMUTH MARK WAS ESTABLISHED.  IT IS ABOUT 1.0 MILE WNW OF
 BP0858'THE STATION.  IT IS 44-1/2 FEET E OF A CONCRETE CATTLE GUARD,
 BP0858'AND IS 7-1/2 FEET S OF A FENCE CORNER ON THE E SIDE OF THE
 BP0858'FORT STOCKTON-MARATHON ROAD.  THE MARK IS A STANDARD DISK SET
 BP0858'IN A CONCRETE POST AND PROJECTS 2 INCHES.
 BP0858'
 BP0858'THE STATION IS REACHED FROM FORT STOCKTON BY GOING W FROM THE
 BP0858'COURTHOUSE 0.4 MILE, THEN SOUTHERLY ON THE MARATHON ROAD
 BP0858'28.0 MILES TO INTERSECTION OF LONGFELLOW AND MARATHON ROADS.
 BP0858'THEN TAKE RIGHT FORK ON THE MARATHON ROAD AND GO 4.0 MILES TO
 BP0858'A CONCRETE CATTLE GUARD (THE AZIMUTH MARK IS ON THE E SIDE OF THE
 BP0858'ROAD AT THIS POINT).  CONTINUE ON THE ROAD 0.4 MILE.  TURN
 BP0858'OFF THE ROAD TO THE E AND DRIVE ACROSS COUNTRY ABOUT 1.0 MILE
 BP0858'TO THE SW FOOT OF THE SLOPE.  FROM THIS POINT PACK UP THE S
 BP0858'SLOPE TO THE FOOT OF THE CLIFF.  GO E AROUND THE BASE OF
 BP0858'THE CLIFF AND CLIMB NORTHERLY THROUGH A NICHE IN THE CLIFF.
 BP0858'FROM THE TOP OF THE CLIFF PACK NORTHEASTERLY ALONG THE RIDGE TO
 BP0858'THE TOP OF THE KNOB AND THE STATION.
 BP0858'
 BP0858'A FOUR-FOOT STAND WAS ERECTED.
 BP0858
 BP0858                          STATION RECOVERY (1968)
 BP0858
 BP0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BP0858'RECOVERED WITH FOLLOWING REMARKS, STATION WAS REACHED
 BP0858'BY HELICOPTER.  THE SURFACE STATION MARK WAS FOUND LOOSE,AND BATTERED.
 BP0858'THE 1917 AND 1935 REFERENCE MARKS - WERE FOUND. AND FROM THESE THE
 BP0858'UNDERGROUND STATION MARK WAS LOCATED IT IS A NGS DISK SET IN BEDROCK
 BP0858'0.3 FT. BELOW NORMAL GROUND, STAMPED ---NATION---.
 BP0858'
 BP0858'STATION MARK - STANDARD NGS DISK, STAMPED ---NATION---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1834 ***********************************************************************
 FL1834  DESIGNATION -  NATURAL GAS PLINE PLANT 22 STK
 FL1834  PID         -  FL1834
 FL1834  STATE/COUNTY-  TX/MOORE
 FL1834  USGS QUAD   -  POLLARD CREEK (1972)
 FL1834
 FL1834                         *CURRENT SURVEY CONTROL
 FL1834  ___________________________________________________________________
 FL1834* NAD 83(1993)-  35 47 00.21971(N)    101 41 59.14066(W)     ADJUSTED  
 FL1834* NAVD 88     -                                                        
 FL1834  ___________________________________________________________________
 FL1834  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 FL1834  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL1834
 FL1834  HORZ ORDER  -  THIRD
 FL1834
 FL1834.The horizontal coordinates were established by classical geodetic methods
 FL1834.and adjusted by the National Geodetic Survey in February 1996..
 FL1834
 FL1834
 FL1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1834
 FL1834.The geoid height was determined by GEOID03.
 FL1834
 FL1834;                    North         East     Units Scale Factor Converg.
 FL1834;SPC TX N     - 1,197,864.116   181,940.916   MT  0.99993116   -0 06 56.8
 FL1834;SPC TX N     - 3,929,992.52    596,917.82   sFT  0.99993116   -0 06 56.8
 FL1834;UTM  14      - 3,963,287.164   255,984.489   MT  1.00033379   -1 34 45.8
 FL1834
 FL1834                          SUPERSEDED SURVEY CONTROL
 FL1834
 FL1834  NAD 83(1993)-  35 47 00.22229(N)    101 41 59.13829(W) AD(       ) 4
 FL1834  NAD 83(1986)-  35 47 00.22595(N)    101 41 59.12874(W) AD(       ) 4
 FL1834  NAD 27      -  35 47 00.08200(N)    101 41 57.50300(W) AD(       ) 3
 FL1834
 FL1834.Superseded values are not recommended for survey control.
 FL1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1834.See file dsdata.txt to determine how the superseded data were derived.
 FL1834
 FL1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5598463287(NAD 83)
 FL1834_MARKER: 63 = STACK
 FL1834
 FL1834  HISTORY     - Date     Condition        Report By
 FL1834  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1834
 FL1834                          STATION DESCRIPTION
 FL1834
 FL1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1834'LOCATED ABOUT 15 MILES, AIRLINE, EAST-SOUTHEAST OF DUMAS,
 FL1834'AND 5 MILES SOUTH OF HIGHWAY TEXAS 152, IN THE CENTER OF THE
 FL1834'PUMPING PLANT AREA AND ON THE EAST EDGE OF THE CAMP AREA
 FL1834'OF THE NATURAL GAS PIPELINE CO. OF AMERICA.
 FL1834'
 FL1834'STATION IS THE CENTER OF THE TOP OF THE WHITE, CONCRETE
 FL1834'STACK, WHICH IS ABOUT 150 FEET HIGH AND IS THE MOST PROMINENT
 FL1834'OBJECT IN THE SURROUNDING COUNTRY SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3821 ***********************************************************************
 AW3821  DESIGNATION -  NAV. DIST. CORNER
 AW3821  PID         -  AW3821
 AW3821  STATE/COUNTY-  TX/HARRIS
 AW3821  USGS QUAD   -  SETTEGAST (1995)
 AW3821
 AW3821                         *CURRENT SURVEY CONTROL
 AW3821  ___________________________________________________________________
 AW3821* NAD 83(1986)-  29 45 03.     (N)    095 17 01.     (W)     SCALED    
 AW3821* NAVD 88     -        11.51   (+/-2cm)      37.8    (feet)  VERTCON   
 AW3821  ___________________________________________________________________
 AW3821  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW3821
 AW3821  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3821
 AW3821.The horizontal coordinates were scaled from a topographic map and have
 AW3821.an estimated accuracy of +/- 6 seconds.
 AW3821
 AW3821.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3821.The vertical order pertains to the NGVD 29 superseded value.
 AW3821
 AW3821.The geoid height was determined by GEOID03.
 AW3821
 AW3821;                    North         East    Units  Estimated Accuracy
 AW3821;SPC TXSC     - 4,218,220.      959,370.      MT  (+/- 180 meters Scaled)
 AW3821
 AW3821                          SUPERSEDED SURVEY CONTROL
 AW3821
 AW3821  NGVD 29 (??/??/92)   11.509  (m)           37.76   (f) ADJ UNCH    1 2
 AW3821
 AW3821.Superseded values are not recommended for survey control.
 AW3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3821.See file dsdata.txt to determine how the superseded data were derived.
 AW3821
 AW3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN791933(NAD 83)
 AW3821_MARKER: DD = SURVEY DISK
 AW3821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3821+STABILITY: SURFACE MOTION
 AW3821
 AW3821  HISTORY     - Date     Condition        Report By
 AW3821  HISTORY     - UNK      MONUMENTED       USE
 AW3821  HISTORY     - 1964     GOOD             NGS
 AW3821  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3821
 AW3821                          STATION DESCRIPTION
 AW3821
 AW3821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3821'0.5 MI N FROM HOUSTON.
 AW3821'ABOUT 0.25 MILE NORTHWEST ALONG A PAVED ROAD FROM THE NEW PORT
 AW3821'TERMINAL BUILDING ON THE NORTHEAST SIDE OF THE HOUSTON SHIP CHANNEL
 AW3821'AND THE TURNING BASIN AT HOUSTON, THENCE 0.25 MILE SOUTHEAST ALONG
 AW3821'CLINTON DRIVE, 213 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 85
 AW3821'FEET NORTH OF THE EXTENDED CENTER LINE OF BENNETT STREET, 80 FEET
 AW3821'NORTHEAST OF THE NORTHEAST RAIL OF THE PORT TERMINAL RAILROAD, 43 FEET
 AW3821'WEST OF THE CENTER LINE OF MC CARTY ROAD, 8 1/2 FEET WEST OF A POWER
 AW3821'POLE, SOUTH OF THE SOUTHEAST CORNER OF A METAL BUILDING, AND SET IN
 AW3821'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW3821
 AW3821                          STATION RECOVERY (1973)
 AW3821
 AW3821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1656 ***********************************************************************
 AW1656  DESIGNATION -  NAV USN
 AW1656  PID         -  AW1656
 AW1656  STATE/COUNTY-  TX/HARRIS
 AW1656  USGS QUAD   -  MORGANS POINT (1993)
 AW1656
 AW1656                         *CURRENT SURVEY CONTROL
 AW1656  ___________________________________________________________________
 AW1656* NAD 83(1986)-  29 40 53.     (N)    094 58 59.     (W)     SCALED    
 AW1656* NAVD 88     -         2.25   (+/-2cm)       7.4    (feet)  VERTCON   
 AW1656  ___________________________________________________________________
 AW1656  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1656
 AW1656  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1656
 AW1656.The horizontal coordinates were scaled from a topographic map and have
 AW1656.an estimated accuracy of +/- 6 seconds.
 AW1656
 AW1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1656.The vertical order pertains to the NGVD 29 superseded value.
 AW1656
 AW1656.The geoid height was determined by GEOID03.
 AW1656
 AW1656;                    North         East    Units  Estimated Accuracy
 AW1656;SPC TXSC     - 4,211,490.      988,690.      MT  (+/- 180 meters Scaled)
 AW1656
 AW1656                          SUPERSEDED SURVEY CONTROL
 AW1656
 AW1656  NGVD 29 (??/??/92)    2.248  (m)            7.38   (f) ADJ UNCH    1 2
 AW1656
 AW1656.Superseded values are not recommended for survey control.
 AW1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1656.See file dsdata.txt to determine how the superseded data were derived.
 AW1656
 AW1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN081851(NAD 83)
 AW1656_MARKER: DD = SURVEY DISK
 AW1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1656_STAMPING: NAV DIST EL CORNER
 AW1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1656+STABILITY: SURFACE MOTION
 AW1656
 AW1656  HISTORY     - Date     Condition        Report By
 AW1656  HISTORY     - UNK      MONUMENTED       USN
 AW1656  HISTORY     - 1973     GOOD             NGS
 AW1656  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1656  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1656
 AW1656                          STATION DESCRIPTION
 AW1656
 AW1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1656'IN MORGANS POINT.
 AW1656'AT MORGANS POINT, ABOUT 0.1 MILE EAST OF BARBOUR CUT LASH CB MOORING
 AW1656'FACILITY, ABOUT 59 YARDS (P) SOUTHWEST OF THE SHORE LINE OF THE
 AW1656'HOUSTON SHIP CHANNEL, 168 FEET SOUTHWEST OF THE WEST CORNER OF THE
 AW1656'HOUSTON MARITIME REPORTING STATION (WHICH IS TO BE TORN DOWN), 80 FEET
 AW1656'SOUTHWEST OF A POWER POLE SUPPORTING A TRANSFORMER, 50 FEET SOUTHEAST
 AW1656'OF THE CENTER LINE OF MORGANS POINT RD., AND ABOUT 4 FEET ABOVE THE
 AW1656'LEVEL OF THE ROAD, AND IS A US NAVY DISK SET IN THE TOP OF A CONCRETE
 AW1656'POST WHICH PROJECTS 10 INCHES.
 AW1656
 AW1656                          STATION RECOVERY (1978)
 AW1656
 AW1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1656'NOT RECOVERED.
 AW1656
 AW1656                          STATION RECOVERY (2001)
 AW1656
 AW1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1656'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2813 ***********************************************************************
 CS2813  DESIGNATION -  NAVAL AIR STATION WATER TANK
 CS2813  PID         -  CS2813
 CS2813  STATE/COUNTY-  TX/DALLAS
 CS2813  USGS QUAD   -  DUNCANVILLE (1981)
 CS2813
 CS2813                         *CURRENT SURVEY CONTROL
 CS2813  ___________________________________________________________________
 CS2813* NAD 83(1993)-  32 44 11.54229(N)    096 57 37.83899(W)     ADJUSTED  
 CS2813* NAVD 88     -                                                        
 CS2813  ___________________________________________________________________
 CS2813  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 CS2813  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CS2813
 CS2813  HORZ ORDER  -  THIRD
 CS2813
 CS2813.The horizontal coordinates were established by classical geodetic methods
 CS2813.and adjusted by the National Geodetic Survey in February 1996..
 CS2813
 CS2813
 CS2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2813
 CS2813.The geoid height was determined by GEOID03.
 CS2813
 CS2813;                    North         East     Units Scale Factor Converg.
 CS2813;SPC TXNC     - 2,119,695.265   744,274.902   MT  0.99988765   +0 50 22.7
 CS2813;SPC TXNC     - 6,954,366.88  2,441,841.91   sFT  0.99988765   +0 50 22.7
 CS2813;UTM  14      - 3,623,920.076   691,101.683   MT  1.00005033   +1 06 11.7
 CS2813
 CS2813                          SUPERSEDED SURVEY CONTROL
 CS2813
 CS2813  NAD 83(1986)-  32 44 11.54806(N)    096 57 37.82161(W) AD(       ) 4
 CS2813  NAD 27      -  32 44 11.07500(N)    096 57 36.80300(W) AD(       ) 3
 CS2813
 CS2813.Superseded values are not recommended for survey control.
 CS2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2813.See file dsdata.txt to determine how the superseded data were derived.
 CS2813
 CS2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9110223920(NAD 83)
 CS2813_MARKER: 53 = ELEVATED TANK
 CS2813_SETTING: 0 = UNSPECIFIED SETTING
 CS2813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2813+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 CS2813
 CS2813  HISTORY     - Date     Condition        Report By
 CS2813  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2813  HISTORY     - 1954     GOOD             CGS
 CS2813  HISTORY     - 1959     GOOD             CGS
 CS2813  HISTORY     - 1960     GOOD             CGS
 CS2813  HISTORY     - 1979     GOOD             LOCSUR
 CS2813  HISTORY     - 20031110 GOOD             USPSQD
 CS2813
 CS2813                          STATION DESCRIPTION
 CS2813
 CS2813'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2813'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF THE
 CS2813'GRAND PRAIRIE POST OFFICE, ABOUT 1/4 MILE SOUTH OF THE AIR
 CS2813'STATION MAIN GATE AND ABOUT 20 FEET SOUTH OF A BOILERHOUSE.
 CS2813'IT IS A 75 FOOT, 4 LEGGED, ORANGE PAINTED, STEEL WATERTANK
 CS2813'WITH A RED LIGHT ON TOP.
 CS2813'
 CS2813'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP OF THE TANK.
 CS2813'
 CS2813'TO REACH FROM THE GRAND PRAIRIE POST OFFICE GO EAST 0.1 MILE
 CS2813'TO CORNER WITH TRAFFIC LIGHT, TURN RIGHT HERE AND GO ACROSS
 CS2813'TRACKS AND TO NEXT STREET.  TURN LEFT HERE AND GO 2.6 MILES TO
 CS2813'ROAD RIGHT.  TURN HERE AND GO SOUTH 0.45 MILE TO NAVAL AIR
 CS2813'STATION MAIN GATE.  CONTINUE SOUTH THROUGH GATE FOR 0.05 MILE
 CS2813'CURVING TO RIGHT ON ONE WAY STREET, THEN TURN RIGHT AND GO 0.05
 CS2813'MILE WEST CROSSING SINGLE RAILROAD TRACK AND GOING THROUGH
 CS2813'GATE.  TURN LEFT AFTER PASSING THROUGH GATE AND GO SOUTH
 CS2813'ON LEFT OF SMALL CONCRETE APRON FOR 0.05 MILE, THEN TURN
 CS2813'RIGHT AND FOLLOW ROAD BETWEEN BUILDINGS TO FORK IN ROAD, TAKE
 CS2813'LEFT FORK TO BOILERHOUSE AND STATION ON RIGHT.
 CS2813
 CS2813                          STATION RECOVERY (1954)
 CS2813
 CS2813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFV)
 CS2813'STATION RECOVERED AS DESCRIBED EXCEPT TANK IS NOW PAINTED
 CS2813'IN YELLOW AND ORANGE SQUARES.
 CS2813
 CS2813                          STATION RECOVERY (1959)
 CS2813
 CS2813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CS2813'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 CS2813'DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 CS2813
 CS2813                          STATION RECOVERY (1960)
 CS2813
 CS2813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 CS2813'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED, AND WAS
 CS2813'FOUND TO BE IN GOOD CONDITION.
 CS2813
 CS2813                          STATION RECOVERY (1979)
 CS2813
 CS2813'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2813'INTERSECTION STATION FOUND IN GOOD CONDITION DESCRIPTION
 CS2813'ADEQUATE.
 CS2813'
 CS2813'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI SOUTHEAST GRAND
 CS2813'PRAIRIE CITY HALL.
 CS2813
 CS2813                          STATION RECOVERY (2003)
 CS2813
 CS2813'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS2813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1106 ***********************************************************************
 BM1106  SACS        -  This is a Secondary Airport Control Station.
 BM1106  DESIGNATION -  NAVAPORT
 BM1106  PID         -  BM1106
 BM1106  STATE/COUNTY-  TX/GRIMES
 BM1106  USGS QUAD   -  COURTNEY (1989)
 BM1106
 BM1106                         *CURRENT SURVEY CONTROL
 BM1106  ___________________________________________________________________
 BM1106* NAD 83(1993)-  30 22 25.49617(N)    096 06 49.15835(W)     ADJUSTED  
 BM1106* NAVD 88     -        68.40   (meters)     224.4    (feet)  GPS OBS   
 BM1106  ___________________________________________________________________
 BM1106  X           -    -586,550.150 (meters)                     COMP
 BM1106  Y           -  -5,476,135.914 (meters)                     COMP
 BM1106  Z           -   3,206,207.975 (meters)                     COMP
 BM1106  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BM1106  ELLIP HEIGHT-          41.05  (meters)          (07/17/01) GPS OBS
 BM1106  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BM1106
 BM1106  HORZ ORDER  -  FIRST
 BM1106  ELLP ORDER  -  FIFTH     CLASS I
 BM1106
 BM1106.This mark is at Navasota Muni (60R) Airport (60R)
 BM1106
 BM1106.The horizontal coordinates were established by GPS observations
 BM1106.and adjusted by the National Geodetic Survey in September 1996..
 BM1106
 BM1106.The orthometric height was determined by GPS observations and a
 BM1106.high-resolution geoid model.
 BM1106
 BM1106.GPS derived orthometric heights for airport stations designated as
 BM1106.PACS or SACS are published to 2 decimal places.  This maintains
 BM1106.centimeter relative accuracy between the PACS and SACS.  It does
 BM1106.not indicate centimeter accuracy relative to other marks which are
 BM1106.part of the NAVD 88 network.
 BM1106
 BM1106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1106
 BM1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1106
 BM1106.The ellipsoidal height was determined by GPS observations
 BM1106.and is referenced to NAD 83.
 BM1106
 BM1106.The geoid height was determined by GEOID03.
 BM1106
 BM1106;                    North         East     Units Scale Factor Converg.
 BM1106;SPC TX C     - 3,086,076.163 1,105,485.703   MT  0.99994131   +2 10 24.2
 BM1106;SPC TX C     -10,124,901.54  3,626,914.34   sFT  0.99994131   +2 10 24.2
 BM1106;UTM  14      - 3,363,735.683   777,389.969   MT  1.00054937   +1 27 37.4
 BM1106
 BM1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1106!SPC TX C     -   0.99999355  x   0.99994131  =   0.99993486
 BM1106!UTM  14      -   0.99999355  x   1.00054937  =   1.00054292
 BM1106
 BM1106:                Primary Azimuth Mark                     Grid Az
 BM1106:SPC TX C     -  NAVAPORT AZ MK                           174 41 48.6
 BM1106:UTM  14      -  NAVAPORT AZ MK                           175 24 35.4
 BM1106
 BM1106|---------------------------------------------------------------------|
 BM1106| PID    Reference Object                     Distance      Geod. Az  |
 BM1106|                                                           dddmmss.s |
 BM1106| BM1107 NAVAPORT AZ MK                      APPROX. 0.7 KM 1765212.8 |
 BM1106|---------------------------------------------------------------------|
 BM1106
 BM1106                          SUPERSEDED SURVEY CONTROL
 BM1106
 BM1106  ELLIP H (09/10/96)   41.10   (m)                       GP(       ) 5 1
 BM1106  NAD 83(1993)-  30 22 25.49660(N)    096 06 49.15727(W) AD(       ) 3
 BM1106  ELLIP H (02/16/96)   41.10   (m)                       GP(       ) 5 1
 BM1106  NAD 83(1986)-  30 22 25.50925(N)    096 06 49.13778(W) AD(       ) 3
 BM1106  NAD 27      -  30 22 24.75633(N)    096 06 48.27396(W) AD(       ) 3
 BM1106  NGVD 29 (12/08/88)   68.3    (m)          224.     (f) GPS OBS        
 BM1106
 BM1106.Superseded values are not recommended for survey control.
 BM1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1106.See file dsdata.txt to determine how the superseded data were derived.
 BM1106
 BM1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7739063736(NAD 83)
 BM1106_MARKER: I = METAL ROD
 BM1106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1106_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1106_STAMPING: NAVAPORT 1988
 BM1106_MARK LOGO: NGS   
 BM1106_PROJECTION: RECESSED 1 CENTIMETERS
 BM1106_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1106+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 BM1106_ROD/PIPE-DEPTH: 5.8  meters
 BM1106_SLEEVE-DEPTH  : 0.76 meters
 BM1106
 BM1106  HISTORY     - Date     Condition        Report By
 BM1106  HISTORY     - 1988     MONUMENTED       NGS
 BM1106  HISTORY     - 19950224 GOOD             NGS
 BM1106  HISTORY     - 19991107 GOOD             USPSQD
 BM1106  HISTORY     - 20040417 GOOD             TXAM
 BM1106
 BM1106                          STATION DESCRIPTION
 BM1106
 BM1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1106'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF NAVASOTA AT
 BM1106'THE NAVASOTA MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF NAVASOTA, C/O
 BM1106'MARVIN CATES, P.O. BOX 2280, NAVASOTA TX 75961.  TELEPHONE NUMBER
 BM1106'409-825-7284.
 BM1106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 105 AND FARM
 BM1106'ROAD 159, ABOUT 5 KM (3.10 MI) SOUTHWEST OF NAVASOTA.  GO NORTHEAST
 BM1106'ON STATE HIGHWAY 105 FOR 3.2 KM (2.00 MI) TO THE ENTRANCE ON THE
 BM1106'RIGHT.  TURN RIGHT FOR 0.7 KM (0.45 MI) TO A GATE ON THE LEFT.  TURN
 BM1106'LEFT, PASSING THROUGH THE GATE, AND GO NORTHEAST ACROSS THE APRON FOR
 BM1106'0.2 KM (0.10 MI) TO A TAXIWAY ON THE RIGHT.  TURN RIGHT ON THE
 BM1106'TAXIWAY FOR ABOUT 150 FEET TO THE STATION ON THE RIGHT.
 BM1106'THE MARK IS SET 30.7 M (100.7 FT) WEST OF THE CENTERLINE OF THE
 BM1106'RUNWAY, 21.8 M (71.5 FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY, 18.2
 BM1106'M (59.7 FT) WEST-NORTHWEST OF A TAXIWAY INDICATOR SIGN AND 0.3 M
 BM1106'(1.0 FT) NORTH OF A WITNESS POST.
 BM1106'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1106'DESCRIBED BY B.L.L.
 BM1106
 BM1106                          STATION RECOVERY (1995)
 BM1106
 BM1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1106'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF NAVASOTA AT
 BM1106'THE MUNICIPAL AIRPORT, NEAR MIDFIELD ON THE SOUTH SIDE OF THE RUNWAY
 BM1106'CONNECTOR.  OWNERSHIP--CITY OF NAVASOTA, BOX 910, NAVASOTA TX 77868,
 BM1106'AIRPORT MANAGER IS BOBBY WHITE.  PHONE 409-825-6458.  TO REACH THE
 BM1106'STATION FROM THE JUNCTION OF STATE HIGHWAY 105 AND AND U.S.  HIGHWAY 6
 BM1106'BUSINESS IN NAVASOTA, GO SOUTHWEST ON HIGHWAY 105 FOR 3 KM (1.85 MI)
 BM1106'TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST, ON THE
 BM1106'ENTRANCE ROAD FOR 0.5 KM (0.30 MI) TO THE AIRPORT APRON GATE. PASS
 BM1106'THROUGH THE GATE, TURN LEFT, NORTHEAST, FOR 170 M (557.7 FT) ACROSS
 BM1106'THE APRON TO THE RUNWAY CONECTOR AND THE STATION ON THE RIGHT.
 BM1106'STATION IS 30.8 M (101.0 FT) WEST OF THE RUNWAY CENTERLINE, 21.8 M
 BM1106'(71.5 FT) SOUTH OF THE RUNWAY CONECTOR CENTERLINE,17.7 M WEST
 BM1106'NORTHWEST OF A CONECTOR SIGN, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 BM1106'RUNWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO
 BM1106'THE DATUM POINT IS THRU A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 BM1106'CLASS A REQUIREMENTS.  BY DEB
 BM1106
 BM1106                          STATION RECOVERY (1999)
 BM1106
 BM1106'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1106'RECOVERED IN GOOD CONDITION.
 BM1106
 BM1106                          STATION RECOVERY (2004)
 BM1106
 BM1106'RECOVERY NOTE BY TEXAS A+M UNIVERSITY 2004
 BM1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1107 ***********************************************************************
 BM1107  SACS        -  This is a Secondary Airport Control Station.
 BM1107  DESIGNATION -  NAVAPORT AZ MK
 BM1107  PID         -  BM1107
 BM1107  STATE/COUNTY-  TX/GRIMES
 BM1107  USGS QUAD   -  COURTNEY (1989)
 BM1107
 BM1107                         *CURRENT SURVEY CONTROL
 BM1107  ___________________________________________________________________
 BM1107* NAD 83(1993)-  30 22 04.27649(N)    096 06 47.82028(W)     ADJUSTED  
 BM1107* NAVD 88     -        62.81   (meters)     206.1    (feet)  GPS OBS   
 BM1107  ___________________________________________________________________
 BM1107  X           -    -586,549.295 (meters)                     COMP
 BM1107  Y           -  -5,476,463.423 (meters)                     COMP
 BM1107  Z           -   3,205,641.375 (meters)                     COMP
 BM1107  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BM1107  ELLIP HEIGHT-          35.46  (meters)          (07/17/01) GPS OBS
 BM1107  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BM1107
 BM1107  HORZ ORDER  -  FIRST
 BM1107  ELLP ORDER  -  FIFTH     CLASS I
 BM1107
 BM1107.This mark is at Navasota Muni (60R) Airport (60R)
 BM1107
 BM1107.The horizontal coordinates were established by GPS observations
 BM1107.and adjusted by the National Geodetic Survey in September 1996..
 BM1107
 BM1107.The orthometric height was determined by GPS observations and a
 BM1107.high-resolution geoid model.
 BM1107
 BM1107.GPS derived orthometric heights for airport stations designated as
 BM1107.PACS or SACS are published to 2 decimal places.  This maintains
 BM1107.centimeter relative accuracy between the PACS and SACS.  It does
 BM1107.not indicate centimeter accuracy relative to other marks which are
 BM1107.part of the NAVD 88 network.
 BM1107
 BM1107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1107
 BM1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1107
 BM1107.The ellipsoidal height was determined by GPS observations
 BM1107.and is referenced to NAD 83.
 BM1107
 BM1107.The geoid height was determined by GEOID03.
 BM1107
 BM1107;                    North         East     Units Scale Factor Converg.
 BM1107;SPC TX C     - 3,085,424.586 1,105,546.184   MT  0.99994243   +2 10 24.9
 BM1107;SPC TX C     -10,122,763.83  3,627,112.77   sFT  0.99994243   +2 10 24.9
 BM1107;UTM  14      - 3,363,083.007   777,442.368   MT  1.00054973   +1 27 37.1
 BM1107
 BM1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1107!SPC TX C     -   0.99999443  x   0.99994243  =   0.99993686
 BM1107!UTM  14      -   0.99999443  x   1.00054973  =   1.00054416
 BM1107
 BM1107:                Primary Azimuth Mark                     Grid Az
 BM1107:SPC TX C     -  60R A                                    326 46 15.5
 BM1107:UTM  14      -  60R A                                    327 29 03.3
 BM1107
 BM1107|---------------------------------------------------------------------|
 BM1107| PID    Reference Object                     Distance      Geod. Az  |
 BM1107|                                                           dddmmss.s |
 BM1107| AB2829 60R A                               APPROX. 0.6 KM 3285640.4 |
 BM1107| BM1106 NAVAPORT                            APPROX. 0.7 KM 3565213.5 |
 BM1107|---------------------------------------------------------------------|
 BM1107
 BM1107                          SUPERSEDED SURVEY CONTROL
 BM1107
 BM1107  ELLIP H (09/10/96)   35.52   (m)                       GP(       ) 5 1
 BM1107  NAD 83(1993)-  30 22 04.27634(N)    096 06 47.81930(W) AD(       ) 3
 BM1107  ELLIP H (02/16/96)   35.52   (m)                       GP(       ) 5 1
 BM1107  NAD 83(1986)-  30 22 04.28898(N)    096 06 47.79981(W) AD(       ) 3
 BM1107  NAD 27      -  30 22 03.53546(N)    096 06 46.93611(W) AD(       ) 3
 BM1107  NGVD 29 (12/08/88)   62.7    (m)          206.     (f) GPS OBS        
 BM1107
 BM1107.Superseded values are not recommended for survey control.
 BM1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1107.See file dsdata.txt to determine how the superseded data were derived.
 BM1107
 BM1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7744263083(NAD 83)
 BM1107_MARKER: I = METAL ROD
 BM1107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1107_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1107_STAMPING: NAVAPORT AZ MK 1988
 BM1107_MARK LOGO: NGS   
 BM1107_PROJECTION: FLUSH
 BM1107_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1107+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 BM1107_ROD/PIPE-DEPTH: 6.7  meters
 BM1107_SLEEVE-DEPTH  : 0.76 meters
 BM1107
 BM1107  HISTORY     - Date     Condition        Report By
 BM1107  HISTORY     - 1988     MONUMENTED       NGS
 BM1107  HISTORY     - 19950224 GOOD             NGS
 BM1107  HISTORY     - 19991107 GOOD             USPSQD
 BM1107
 BM1107                          STATION DESCRIPTION
 BM1107
 BM1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1107'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF NAVASOTA AT
 BM1107'THE NAVASOTA MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF NAVASOTA, C/O
 BM1107'MARVIN CATES, P.O. BOX 2280, NAVASOTA TX 75961.  TELEPHONE NUMBER
 BM1107'409-825-7284.
 BM1107'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 105 AND FARM
 BM1107'ROAD 159, ABOUT 5 KM (3.10 MI) SOUTHWEST OF NAVASOTA.  GO NORTHEAST
 BM1107'ON STATE HIGHWAY 105 FOR 3.2 KM (2.00 MI) TO THE ENTRANCE ON THE
 BM1107'RIGHT.  TURN RIGHT FOR 0.7 KM (0.45 MI) TO A GATE ON THE LEFT.  TURN
 BM1107'LEFT, PASSING THROUGH THE GATE, AND GO NORTHEAST ACROSS THE APRON FOR
 BM1107'0.2 KM (0.10 MI) TO A TAXIWAY ON THE RIGHT.  TURN RIGHT ON THE
 BM1107'TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO SOUTH ON THE RUNWAY FOR 0.7
 BM1107'KM (0.45 MI) TO THE AZIMUTH ON THE RIGHT, NEAR THE END OF THE RUNWAY.
 BM1107'THE MARK IS SET 15.6 M (51.2 FT) WEST OF THE CENTERLINE OF THE RUNWAY,
 BM1107'13.3 M (43.6 FT) SOUTH-SOUTHWEST OF A RUNWAY LIGHT, 3.5 M (11.5 FT)
 BM1107'NORTHWEST OF THE NORTHWEST EDGE OF THE TURN AROUND AND 0.3 M (1.0 FT)
 BM1107'EAST OF A WITNESS POST.
 BM1107'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1107'DESCRIBED BY R.D.B.
 BM1107
 BM1107                          STATION RECOVERY (1995)
 BM1107
 BM1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1107'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF NAVASOTA AT
 BM1107'THE NAVASOTA MUNICIPAL AIRPORT, ALONG THE WEST SIDE OF THE RUNWAY, AND
 BM1107'NORTHWEST OF THE NORTHWEST EDGE OF THE TURN-AROUND. OWNERSHIP--CITY OF
 BM1107'NAVASOTA, BOX 910, NAVASOTA TX 77868.  AIRPORT MANAGER IS BOBBY WHITE.
 BM1107'PHONE 409-825-6458.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 BM1107'HIGHWAY 105 AND AND U.S.  HIGHWAY 6 BUSINESS IN NAVASOTA, GO SOUTHWEST
 BM1107'ON HIGHWAY 105 FOR 3 KM (1.85 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 BM1107'TURN LEFT, SOUTHEAST, FOR 0.5 KM (0.30 MI) TO THE AIRPORT APRON GATE.
 BM1107'PASS THROUGH THE GATE, TURN LEFT, NORTHEAST, FOR 0.18 KM (0.10 MI)
 BM1107'ACROSS THE APRON TO THE TAXIWAY.  TURN RIGHT, SOUTH, FOR 0.65 KM (0.40
 BM1107'MI) ALONG THE RUNWAY TO THE STATION ON THE RIGHT JUST BEFORE A
 BM1107'TURN-AROUND.  THE STATION IS 63.1 M (207.0 FT) EAST OF A FENCE.  45.3
 BM1107'M (148.6 FT) NORTH OF THE WEST 1 OF 6 RUNWAY END LIGHTS, 15.6 M (51.2
 BM1107'FT) WEST OF THE RUNWAY CENTERLINE, 13.3 M (43.6 FT) SOUTH-SOUTHWEST OF
 BM1107'A RUNWAY LIGHT, 3.5 M (11.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF A
 BM1107'TURN-A-ROUND, AND 0.3 BELOW THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO
 BM1107'THE DATUM POINT IS THRU A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES ON MEET
 BM1107'CLASS A REQUIREMENTS.  BY DEB.
 BM1107
 BM1107                          STATION RECOVERY (1999)
 BM1107
 BM1107'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8992 ***********************************************************************
 DF8992  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8992  DESIGNATION -  NAVARRO CORS ARP
 DF8992  CORS_ID     -  TXNA
 DF8992  PID         -  DF8992
 DF8992  STATE/COUNTY-  TX/NAVARRO
 DF8992  USGS QUAD   -  CORBET (1978)
 DF8992
 DF8992                         *CURRENT SURVEY CONTROL
 DF8992  ___________________________________________________________________
 DF8992* NAD 83(CORS)-  32 02 30.39786(N)    096 32 19.44614(W)     ADJUSTED  
 DF8992* NAVD 88     -                                                        
 DF8992  ___________________________________________________________________
 DF8992  EPOCH DATE  -        2002.00
 DF8992  X           -    -616,255.900 (meters)                     COMP
 DF8992  Y           -  -5,376,489.787 (meters)                     COMP
 DF8992  Z           -   3,364,415.754 (meters)                     COMP
 DF8992  ELLIP HEIGHT-         106.66  (meters)          (11/??/03) GPS OBS
 DF8992  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DF8992
 DF8992  HORZ ORDER  -  SPECIAL (CORS)
 DF8992  ELLP ORDER  -  SPECIAL (CORS)
 DF8992
 DF8992.ITRF positions are available for this station.
 DF8992.The coordinates were established by GPS observations
 DF8992.and adjusted by the National Geodetic Survey in November 2003..
 DF8992.The coordinates are valid at the epoch date displayed above.
 DF8992.The epoch date for horizontal control is a decimal equivalence
 DF8992.of Year/Month/Day.
 DF8992
 DF8992
 DF8992.The PID for the CORS L1 Phase Center is DG4083.
 DF8992
 DF8992.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8992
 DF8992.The ellipsoidal height was determined by GPS observations
 DF8992.and is referenced to NAD 83.
 DF8992
 DF8992.The geoid height was determined by GEOID03.
 DF8992
 DF8992;                    North         East     Units Scale Factor Converg.
 DF8992;SPC TXNC     - 2,043,326.778   785,236.177   MT  1.00002662   +1 04 10.8
 DF8992;SPC TXNC     - 6,703,814.60  2,576,229.02   sFT  1.00002662   +1 04 10.8
 DF8992
 DF8992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8992!SPC TXNC     -   0.99998325  x   1.00002662  =   1.00000987
 DF8992
 DF8992                          SUPERSEDED SURVEY CONTROL
 DF8992
 DF8992.No superseded survey control is available for this station.
 DF8992
 DF8992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3240647716(NAD 83)
 DF8992_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8992
 DF8992                          STATION DESCRIPTION
 DF8992
 DF8992'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8992'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8992'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8992'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8992'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8992'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4083 ***********************************************************************
 DG4083  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4083  DESIGNATION -  NAVARRO CORS L1 PHASE CENTER
 DG4083  CORS_ID     -  TXNA
 DG4083  PID         -  DG4083
 DG4083  STATE/COUNTY-  TX/NAVARRO
 DG4083  USGS QUAD   -  CORBET (1978)
 DG4083
 DG4083                         *CURRENT SURVEY CONTROL
 DG4083  ___________________________________________________________________
 DG4083* NAD 83(CORS)-  32 02 30.39794(N)    096 32 19.44609(W)     ADJUSTED  
 DG4083* NAVD 88     -                                                        
 DG4083  ___________________________________________________________________
 DG4083  EPOCH DATE  -        2002.00
 DG4083  X           -    -616,255.909 (meters)                     COMP
 DG4083  Y           -  -5,376,489.878 (meters)                     COMP
 DG4083  Z           -   3,364,415.815 (meters)                     COMP
 DG4083  ELLIP HEIGHT-         106.77  (meters)          (11/??/03) GPS OBS
 DG4083  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DG4083
 DG4083  HORZ ORDER  -  SPECIAL (CORS)
 DG4083  ELLP ORDER  -  SPECIAL (CORS)
 DG4083
 DG4083.ITRF positions are available for this station.
 DG4083.The coordinates were established by GPS observations
 DG4083.and adjusted by the National Geodetic Survey in November 2003..
 DG4083.The coordinates are valid at the epoch date displayed above.
 DG4083.The epoch date for horizontal control is a decimal equivalence
 DG4083.of Year/Month/Day.
 DG4083
 DG4083
 DG4083.The PID for the CORS ARP is DF8992.
 DG4083
 DG4083.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4083
 DG4083.The ellipsoidal height was determined by GPS observations
 DG4083.and is referenced to NAD 83.
 DG4083
 DG4083.The geoid height was determined by GEOID03.
 DG4083
 DG4083;                    North         East     Units Scale Factor Converg.
 DG4083;SPC TXNC     - 2,043,326.780   785,236.178   MT  1.00002662   +1 04 10.8
 DG4083;SPC TXNC     - 6,703,814.61  2,576,229.03   sFT  1.00002662   +1 04 10.8
 DG4083
 DG4083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4083!SPC TXNC     -   0.99998324  x   1.00002662  =   1.00000986
 DG4083
 DG4083                          SUPERSEDED SURVEY CONTROL
 DG4083
 DG4083.No superseded survey control is available for this station.
 DG4083
 DG4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3240647716(NAD 83)
 DG4083_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4083
 DG4083                          STATION DESCRIPTION
 DG4083
 DG4083'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4083'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4083'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4083'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4083'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4083'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1066 ***********************************************************************
 BM1066  DESIGNATION -  NAVASOTA
 BM1066  PID         -  BM1066
 BM1066  STATE/COUNTY-  TX/GRIMES
 BM1066  USGS QUAD   -  NAVASOTA (1989)
 BM1066
 BM1066                         *CURRENT SURVEY CONTROL
 BM1066  ___________________________________________________________________
 BM1066* NAD 83(1993)-  30 22 35.23005(N)    096 04 55.98620(W)     ADJUSTED  
 BM1066* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 BM1066  ___________________________________________________________________
 BM1066  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BM1066  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BM1066
 BM1066  HORZ ORDER  -  FIRST
 BM1066
 BM1066.The horizontal coordinates were established by classical geodetic methods
 BM1066.and adjusted by the National Geodetic Survey in February 1996..
 BM1066
 BM1066.The orthometric height was scaled from a topographic map.
 BM1066
 BM1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1066
 BM1066.The geoid height was determined by GEOID03.
 BM1066
 BM1066;                    North         East     Units Scale Factor Converg.
 BM1066;SPC TX C     - 3,086,490.690 1,108,493.665   MT  0.99994080   +2 11 22.5
 BM1066;SPC TX C     -10,126,261.54  3,636,782.97   sFT  0.99994080   +2 11 22.5
 BM1066;SPC TXSC     - 4,285,358.366   880,436.081   MT  1.00002823   +1 25 46.0
 BM1066;SPC TXSC     -14,059,546.57  2,888,564.04   sFT  1.00002823   +1 25 46.0
 BM1066;UTM  14      - 3,364,112.976   780,404.721   MT  1.00057012   +1 28 35.1
 BM1066;UTM  15      - 3,364,531.970   203,785.272   MT  1.00068262   -1 33 35.1
 BM1066
 BM1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1066!SPC TX C     -   0.99999387  x   0.99994080  =   0.99993467
 BM1066!SPC TXSC     -   0.99999387  x   1.00002823  =   1.00002210
 BM1066!UTM  14      -   0.99999387  x   1.00057012  =   1.00056399
 BM1066!UTM  15      -   0.99999387  x   1.00068262  =   1.00067649
 BM1066
 BM1066|---------------------------------------------------------------------|
 BM1066| PID    Reference Object                     Distance      Geod. Az  |
 BM1066|                                                           dddmmss.s |
 BM1066| CV8908 NAVASOTA RM 1                        28.343 METERS 03710     |
 BM1066| BM0967 GALVESTON WACO AIRWAY BCN 10        APPROX. 4.4 KM 0475349.1 |
 BM1066| CV8909 NAVASOTA RM 2                        35.061 METERS 11523     |
 BM1066| BM0976 NAVASOTA MISSOURI PAC RY CO TK      179.803 METERS 19300     |
 BM1066| BM0981 WASHINGTON EVAN LUTH CH SPIRE       APPROX.12.7 KM 2193013.1 |
 BM1066| BM0971 NAVASOTA SCHUMACHER OIL SPIPE       APPROX. 1.6 KM 3331057.3 |
 BM1066| BM0966 NAVASOTA CITY HALL TOWER            APPROX. 1.3 KM 3345327.4 |
 BM1066| BM0964 NAVASOTA FIRST PRESB CH SPIRE       APPROX. 1.3 KM 3424625.2 |
 BM1066| CV8907 NAVASOTA AZ MK                                     3432603.9 |
 BM1066| BM0969 NAVASOTA FRIENDSHIP BAP CH          379.389 METERS 34411     |
 BM1066| BM0968 NAVASOTA ST PAULS EPIS CH           APPROX. 1.4 KM 3450333.7 |
 BM1066|---------------------------------------------------------------------|
 BM1066
 BM1066                          SUPERSEDED SURVEY CONTROL
 BM1066
 BM1066  NAD 83(1986)-  30 22 35.24414(N)    096 04 55.96886(W) AD(       ) 1
 BM1066  NAD 27      -  30 22 34.49900(N)    096 04 55.12300(W) AD(       ) 1
 BM1066
 BM1066.Superseded values are not recommended for survey control.
 BM1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1066.See file dsdata.txt to determine how the superseded data were derived.
 BM1066
 BM1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8040564113(NAD 83)
 BM1066_MARKER: DS = TRIANGULATION STATION DISK
 BM1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1066
 BM1066  HISTORY     - Date     Condition        Report By
 BM1066  HISTORY     - 1935     MONUMENTED       CGS
 BM1066  HISTORY     - 1937     GOOD             TXHD
 BM1066  HISTORY     - 1959     GOOD             USGS
 BM1066  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM1066
 BM1066                          STATION DESCRIPTION
 BM1066
 BM1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1066'THIS STATION IS IN THE SOUTHERN PART OF THE CITY OF NAVASOTA
 BM1066'IN THE YARD OF THE NAVASOTA PUBLIC SCHOOLS FOR COLORED, WHICH
 BM1066'IS AT THE NW CORNER OF THE INTERSECTION OF HIGHWAYS TEXAS 6
 BM1066'AND 105.  THE STATION IS 51 FEET WSW OF THE CENTER LINE OF
 BM1066'LA SALLE ST. (TEXAS 6), 68 FEET SSE OF THE CENTER LINE OF
 BM1066'ABRAHAM STREET, 94.5 FEET N OF THE NE CORNER OF THE MAIN PART
 BM1066'OF THE HIGH SCHOOL BUILDING, AND 115 FEET ENE OF THE NE CORNER
 BM1066'OF THE ELEMENTARY SCHOOL BUILDING.  MARK PROJECTS 10 INCHES.
 BM1066'
 BM1066'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BM1066'BRONZE DISKS SET IN CONCRETE.
 BM1066'
 BM1066'REFERENCE MARK NO. 1 IS NE OF THE STATION, 29 FEET ENE OF THE
 BM1066'CENTER LINE OF LA SALLE STREET, 7 FEET NNW OF FENCE ALONG SSE
 BM1066'SIDE OF ABRAHAM STREET, AND 5 FEET N OF A POWER LINE POLE.
 BM1066'THE MARK PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS SE OF THE
 BM1066'STATION, 30 FEET ENE OF THE CENTER LINE OF LA SALLE STREET,
 BM1066'1 FOOT NNW OF THE EXTENSION OF THE N SIDE OF THE HIGH SCHOOL
 BM1066'BUILDING, AND 168 FEET NNW OF THE CENTER LINE OF TEXAS 105.
 BM1066'
 BM1066'THE AZIMUTH MARK IS NNW OF THE STATION, 25 FEET ENE OF THE
 BM1066'CENTER LINE OF LA SALLE STREET, AND 96 FEET NNW OF THE N CURB
 BM1066'OF MONTGOMERY STREET WHICH IS TWO BLOCKS N OF ABRAHAM STREET.
 BM1066'THE MARK PROJECTS 8 INCHES.
 BM1066'
 BM1066'TO REACH FROM THE INTERSECTION OF HIGHWAYS TEXAS 6 AND 90 IN
 BM1066'NAVASOTA GO S ON TEXAS 6 FOR 0.9 MILE TO THE STATION IN THE
 BM1066'SCHOOLYARD ON THE RIGHT.
 BM1066'
 BM1066'A 64-FOOT TOWER WAS USED.
 BM1066'
 BM1066'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 BM1066
 BM1066                          STATION RECOVERY (1937)
 BM1066
 BM1066'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1066'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK RECOVERED IN
 BM1066'GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN MUTILATED
 BM1066'BEYOND RECOGNITION.
 BM1066
 BM1066                          STATION RECOVERY (1959)
 BM1066
 BM1066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BM1066'STATION MARK IS AT THE NORTHEAST CORNER OF A RECENT ADDITION
 BM1066'OF THE SCHOOL.  REFERENCE MARK 1 IS IN THE DRIVEWAY OF A
 BM1066'SERVICE STATION WHICH IS COVERED BY A CONCRETE SLAB.  REFERENCE
 BM1066'MARK 2 IS IN THE SIDEWALK OF LA SALLE STREET WHICH IS COVERED
 BM1066'BY A CONCRETE SLAB.
 BM1066'
 BM1066'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 BM1066
 BM1066                          STATION RECOVERY (1994)
 BM1066
 BM1066'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0975 ***********************************************************************
 BM0975  DESIGNATION -  NAVASOTA CHAMPION CO RAD MAST
 BM0975  PID         -  BM0975
 BM0975  STATE/COUNTY-  TX/GRIMES
 BM0975  USGS QUAD   -  NAVASOTA (1989)
 BM0975
 BM0975                         *CURRENT SURVEY CONTROL
 BM0975  ___________________________________________________________________
 BM0975* NAD 83(1993)-  30 24 58.43609(N)    096 04 43.97076(W)     ADJUSTED  
 BM0975* NAVD 88     -                                                        
 BM0975  ___________________________________________________________________
 BM0975  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BM0975  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BM0975
 BM0975  HORZ ORDER  -  THIRD
 BM0975
 BM0975.The horizontal coordinates were established by classical geodetic methods
 BM0975.and adjusted by the National Geodetic Survey in February 1996..
 BM0975
 BM0975
 BM0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0975
 BM0975.The geoid height was determined by GEOID03.
 BM0975
 BM0975;                    North         East     Units Scale Factor Converg.
 BM0975;SPC TX C     - 3,090,909.365 1,108,645.617   MT  0.99993353   +2 11 28.7
 BM0975;SPC TX C     -10,140,758.48  3,637,281.50   sFT  0.99993353   +2 11 28.7
 BM0975;UTM  14      - 3,368,532.220   780,611.723   MT  1.00057154   +1 28 47.5
 BM0975;UTM  15      - 3,368,934.518   204,226.241   MT  1.00067939   -1 33 35.7
 BM0975
 BM0975                          SUPERSEDED SURVEY CONTROL
 BM0975
 BM0975  NAD 83(1986)-  30 24 58.44996(N)    096 04 43.95323(W) AD(       ) 4
 BM0975  NAD 27      -  30 24 57.70939(N)    096 04 43.10990(W) AD(       ) 3
 BM0975
 BM0975.Superseded values are not recommended for survey control.
 BM0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0975.See file dsdata.txt to determine how the superseded data were derived.
 BM0975
 BM0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8061268532(NAD 83)
 BM0975_MARKER: 42 = RADIO/TV MAST
 BM0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0975+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2003
 BM0975
 BM0975  HISTORY     - Date     Condition        Report By
 BM0975  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM0975  HISTORY     - 19941105 GOOD             USPSQD
 BM0975  HISTORY     - 19991107 GOOD             USPSQD
 BM0975  HISTORY     - 20030720 GOOD             USPSQD
 BM0975
 BM0975                          STATION DESCRIPTION
 BM0975
 BM0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0975'THE RED LIGHT AT THE TOP OF THE CHAMPION PAPER COMPANY RADIO
 BM0975'MAST, LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF NAVASOTA AND
 BM0975'NEAR FARM ROAD 244.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN
 BM0975'CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 BM0975'AND IS ABOUT 310 FEET TALL.
 BM0975
 BM0975                          STATION RECOVERY (1994)
 BM0975
 BM0975'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0975'RECOVERED IN GOOD CONDITION.
 BM0975
 BM0975                          STATION RECOVERY (1999)
 BM0975
 BM0975'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0975'RECOVERED IN GOOD CONDITION.
 BM0975
 BM0975                          STATION RECOVERY (2003)
 BM0975
 BM0975'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 BM0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0966 ***********************************************************************
 BM0966  DESIGNATION -  NAVASOTA CITY HALL TOWER
 BM0966  PID         -  BM0966
 BM0966  STATE/COUNTY-  TX/GRIMES
 BM0966  USGS QUAD   -  NAVASOTA (1989)
 BM0966
 BM0966                         *CURRENT SURVEY CONTROL
 BM0966  ___________________________________________________________________
 BM0966* NAD 83(1993)-  30 23 14.15165(N)    096 05 17.02534(W)     ADJUSTED  
 BM0966* NAVD 88     -                                                        
 BM0966  ___________________________________________________________________
 BM0966  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BM0966  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BM0966
 BM0966  HORZ ORDER  -  THIRD
 BM0966
 BM0966.The horizontal coordinates were established by classical geodetic methods
 BM0966.and adjusted by the National Geodetic Survey in February 1996..
 BM0966
 BM0966
 BM0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0966
 BM0966.The geoid height was determined by GEOID03.
 BM0966
 BM0966;                    North         East     Units Scale Factor Converg.
 BM0966;SPC TX C     - 3,087,666.856 1,107,886.636   MT  0.99993878   +2 11 11.6
 BM0966;SPC TX C     -10,130,120.34  3,634,791.40   sFT  0.99993878   +2 11 11.6
 BM0966;SPC TXSC     - 4,286,542.588   879,844.654   MT  1.00003168   +1 25 35.7
 BM0966;SPC TXSC     -14,063,431.81  2,886,623.67   sFT  1.00003168   +1 25 35.7
 BM0966;UTM  14      - 3,365,297.347   779,812.001   MT  1.00056602   +1 28 26.2
 BM0966
 BM0966                          SUPERSEDED SURVEY CONTROL
 BM0966
 BM0966  NAD 83(1986)-  30 23 14.16565(N)    096 05 17.00794(W) AD(       ) 4
 BM0966  NAD 27      -  30 23 13.42200(N)    096 05 16.16200(W) AD(       ) 3
 BM0966
 BM0966.Superseded values are not recommended for survey control.
 BM0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0966.See file dsdata.txt to determine how the superseded data were derived.
 BM0966
 BM0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7981265297(NAD 83)
 BM0966_MARKER: 82 = FINIAL
 BM0966
 BM0966  HISTORY     - Date     Condition        Report By
 BM0966  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0966  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0966
 BM0966                          STATION DESCRIPTION
 BM0966
 BM0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0966'THIS STATION IS THE BASE OF THE FINIAL AT THE TOP OF THE TOWER
 BM0966'ON THE NAVASOTA CITY HALL.  THE CITY HALL IS A RED BRICK
 BM0966'BUILDING WITH A RED HIP ROOF.  THERE IS A SQUARE RED BRICK
 BM0966'TOWER ABOUT 15 FEET SW OF THE NE CORNER OF THE BUILDING.  THE
 BM0966'UPPER PART OF THE TOWER IS AN OPEN BELFRY.  ABOVE THE BELFRY
 BM0966'IS A WHITE ORNAMENTAL CORNICE.  TOWER HAS A SQUARE PYRAMIDAL
 BM0966'ROOF COVERED WITH SHEET METAL SHINGLES PAINTED RED.  THERE
 BM0966'IS AN ORNAMENTAL WHITE FINIAL AT THE TIP OF THE ROOF.  THE
 BM0966'ROOF HAS A DORMER WITH A CLOCK FACE ON EACH SIDE.  THE
 BM0966'DORMERS ARE TRIMMED IN WHITE.  THE TOP OF THE TOWER IS ABOUT
 BM0966'75 FEET ABOVE THE GROUND AND IS NOT VERY PROMINENT.  THE
 BM0966'BUILDING WAS ERECTED IN 1903.
 BM0966'
 BM0966'THE CITY HALL IS NEAR THE CENTER OF TOWN AT THE E CORNER OF
 BM0966'THE INTERSECTION OF MC ALPINE AND FARGUHAR STREETS.  FARGUHAR
 BM0966'STREET IS ONE BLOCK SW OF TEXAS HIGHWAY 6.  MC ALPINE STREET
 BM0966'IS ONE BLOCK SE OF TEXAS 90 WHICH IS THE MAIN STREET OF TOWN.
 BM0966
 BM0966                          STATION RECOVERY (1994)
 BM0966
 BM0966'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0964 ***********************************************************************
 BM0964  DESIGNATION -  NAVASOTA FIRST PRESB CH SPIRE
 BM0964  PID         -  BM0964
 BM0964  STATE/COUNTY-  TX/GRIMES
 BM0964  USGS QUAD   -  NAVASOTA (1989)
 BM0964
 BM0964                         *CURRENT SURVEY CONTROL
 BM0964  ___________________________________________________________________
 BM0964* NAD 83(1993)-  30 23 14.30315(N)    096 05 09.96031(W)     ADJUSTED  
 BM0964* NAVD 88     -                                                        
 BM0964  ___________________________________________________________________
 BM0964  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BM0964  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BM0964
 BM0964  HORZ ORDER  -  THIRD
 BM0964
 BM0964.The horizontal coordinates were established by classical geodetic methods
 BM0964.and adjusted by the National Geodetic Survey in February 1996..
 BM0964
 BM0964
 BM0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0964
 BM0964.The geoid height was determined by GEOID03.
 BM0964
 BM0964;                    North         East     Units Scale Factor Converg.
 BM0964;SPC TX C     - 3,087,678.715 1,108,074.925   MT  0.99993877   +2 11 15.3
 BM0964;SPC TX C     -10,130,159.25  3,635,409.15   sFT  0.99993877   +2 11 15.3
 BM0964;SPC TXSC     - 4,286,551.949   880,033.101   MT  1.00003169   +1 25 39.2
 BM0964;SPC TXSC     -14,063,462.52  2,887,241.93   sFT  1.00003169   +1 25 39.2
 BM0964;UTM  14      - 3,365,306.870   780,000.540   MT  1.00056732   +1 28 29.8
 BM0964
 BM0964                          SUPERSEDED SURVEY CONTROL
 BM0964
 BM0964  NAD 83(1986)-  30 23 14.31711(N)    096 05 09.94290(W) AD(       ) 4
 BM0964  NAD 27      -  30 23 13.57700(N)    096 05 09.09700(W) AD(       ) 3
 BM0964
 BM0964.Superseded values are not recommended for survey control.
 BM0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0964.See file dsdata.txt to determine how the superseded data were derived.
 BM0964
 BM0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8000165307(NAD 83)
 BM0964_MARKER: 90 = CHURCH SPIRE
 BM0964
 BM0964  HISTORY     - Date     Condition        Report By
 BM0964  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0964  HISTORY     - 19940820 GOOD             USPSQD
 BM0964  HISTORY     - 19991107 GOOD             USPSQD
 BM0964
 BM0964                          STATION DESCRIPTION
 BM0964
 BM0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0964'THIS STATION IS THE BASE OF THE FINIAL AT THE TIP OF THE
 BM0964'SPIRE ON THE FIRST PRESBYTERIAN CHURCH AT NAVASOTA.  THE
 BM0964'CHURCH IS A WHITE CONCRETE BUILDING WITH A SQUARE TOWER AND
 BM0964'BELFRY AT THE N CORNER OF THE ENTRANCE.  THE NE AND SW CORNERS
 BM0964'OF THE TOWER HAVE BUTTRESS CORNERS.  THE UPPER PART OF THE
 BM0964'TOWER IS A BELFRY WITH LOUVERED WINDOWS.  AN OCTAGONAL GRAY
 BM0964'SPIRE SURMOUNTS THE TOWER.  THE SPIRE HAS LOUVERED DORMERS ON
 BM0964'FOUR SIDES NEAR THE BASE.  THERE IS AN ORNAMENTAL WEATHER VANE
 BM0964'ON THE FINIAL AT THE TIP OF THE SPIRE.  THE SPIRE IS ABOUT
 BM0964'110 FEET HIGH AND IS ONE OF TWO MOST PROMINENT OBJECTS IN
 BM0964'TOWN.  THE BUILDING WAS ERECTED IN 1894.
 BM0964'
 BM0964'THE CHURCH IS AT THE S CORNER OF THE INTERSECTION OF NOLAN
 BM0964'AND HOLLAND STREETS.  IT IS TWO BLOCKS SE AND TWO BLOCKS NE
 BM0964'OF THE INTERSECTION OF HIGHWAYS TEXAS 90 AND TEXAS 6.  TEXAS 90
 BM0964'IS THE MAIN STREET OF TOWN.
 BM0964
 BM0964                          STATION RECOVERY (1994)
 BM0964
 BM0964'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0964'RECOVERED IN GOOD CONDITION.
 BM0964
 BM0964                          STATION RECOVERY (1999)
 BM0964
 BM0964'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0969 ***********************************************************************
 BM0969  DESIGNATION -  NAVASOTA FRIENDSHIP BAP CH
 BM0969  PID         -  BM0969
 BM0969  STATE/COUNTY-  TX/GRIMES
 BM0969  USGS QUAD   -  NAVASOTA (1989)
 BM0969
 BM0969                         *CURRENT SURVEY CONTROL
 BM0969  ___________________________________________________________________
 BM0969* NAD 83(1993)-  30 22 47.08386(N)    096 04 59.85881(W)     ADJUSTED  
 BM0969* NAVD 88     -                                                        
 BM0969  ___________________________________________________________________
 BM0969  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BM0969  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BM0969
 BM0969  HORZ ORDER  -  THIRD
 BM0969
 BM0969.The horizontal coordinates were established by classical geodetic methods
 BM0969.and adjusted by the National Geodetic Survey in February 1996..
 BM0969
 BM0969
 BM0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0969
 BM0969.The geoid height was determined by GEOID03.
 BM0969
 BM0969;                    North         East     Units Scale Factor Converg.
 BM0969;SPC TX C     - 3,086,851.479 1,108,376.406   MT  0.99994018   +2 11 20.5
 BM0969;SPC TX C     -10,127,445.23  3,636,398.26   sFT  0.99994018   +2 11 20.5
 BM0969;SPC TXSC     - 4,285,720.711   880,323.608   MT  1.00002927   +1 25 44.2
 BM0969;SPC TXSC     -14,060,735.37  2,888,195.04   sFT  1.00002927   +1 25 44.2
 BM0969;UTM  14      - 3,364,475.425   780,291.890   MT  1.00056934   +1 28 33.7
 BM0969;UTM  15      - 3,364,899.928   203,691.787   MT  1.00068330   -1 33 37.6
 BM0969
 BM0969                          SUPERSEDED SURVEY CONTROL
 BM0969
 BM0969  NAD 83(1986)-  30 22 47.09783(N)    096 04 59.84144(W) AD(       ) 4
 BM0969  NAD 27      -  30 22 46.35300(N)    096 04 58.99600(W) AD(       ) 3
 BM0969
 BM0969.Superseded values are not recommended for survey control.
 BM0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0969.See file dsdata.txt to determine how the superseded data were derived.
 BM0969
 BM0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8029264475(NAD 83)
 BM0969_MARKER: 90 = CHURCH SPIRE
 BM0969
 BM0969  HISTORY     - Date     Condition        Report By
 BM0969  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0969  HISTORY     - 19940820 GOOD             USPSQD
 BM0969  HISTORY     - 19991107 GOOD             USPSQD
 BM0969
 BM0969                          STATION DESCRIPTION
 BM0969
 BM0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0969'THIS STATION IS THE BASE OF THE FINIAL ON THE TALLER SPIRE
 BM0969'OF THE FRIENDSHIP BAPTIST CHURCH AT NAVASOTA.  THE CHURCH IS
 BM0969'A WHITE STONE BUILDING OF RUBBLE MASONRY.  IT HAS A SQUARE
 BM0969'BELFRY AT THE NW CORNER OVER THE ENTRANCE.  A SQUARE BROWN
 BM0969'SHEET METAL SHINGLE COVERED SPIRE SURMOUNTS BELFRY.  SPIRE HAS
 BM0969'A ORNAMENTAL FINIAL AT THE TIP.  THERE IS A SIMILAR BUT SMALLER
 BM0969'SPIRE AT THE SW CORNER OF THE CHURCH.  THE TALL SPIRE IS ABOUT
 BM0969'60 FEET HIGH AND IS NOT VERY PROMINENT.
 BM0969'
 BM0969'THE CHURCH IS ABOUT 50 FEET E OF LA SALLE STREET (TEXAS 6),
 BM0969'ABOUT MIDWAY BETWEEN LEE AND DAVIS STREETS, AND ABOUT 0.7 MILE
 BM0969'S OF THE MAIN STREET OF TOWN.
 BM0969
 BM0969                          STATION RECOVERY (1994)
 BM0969
 BM0969'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0969'RECOVERED IN GOOD CONDITION.
 BM0969
 BM0969                          STATION RECOVERY (1999)
 BM0969
 BM0969'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0976 ***********************************************************************
 BM0976  DESIGNATION -  NAVASOTA MISSOURI PAC RY CO TK
 BM0976  PID         -  BM0976
 BM0976  STATE/COUNTY-  TX/GRIMES
 BM0976  USGS QUAD   -  COURTNEY (1989)
 BM0976
 BM0976                         *CURRENT SURVEY CONTROL
 BM0976  ___________________________________________________________________
 BM0976* NAD 83(1993)-  30 22 29.54093(N)    096 04 57.50159(W)     ADJUSTED  
 BM0976* NAVD 88     -                                                        
 BM0976  ___________________________________________________________________
 BM0976  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BM0976  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BM0976
 BM0976  HORZ ORDER  -  THIRD
 BM0976
 BM0976.The horizontal coordinates were established by classical geodetic methods
 BM0976.and adjusted by the National Geodetic Survey in February 1996..
 BM0976
 BM0976
 BM0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0976
 BM0976.The geoid height was determined by GEOID03.
 BM0976
 BM0976;                    North         East     Units Scale Factor Converg.
 BM0976;SPC TX C     - 3,086,314.091 1,108,459.928   MT  0.99994110   +2 11 21.7
 BM0976;SPC TX C     -10,125,682.15  3,636,672.28   sFT  0.99994110   +2 11 21.7
 BM0976;SPC TXSC     - 4,285,182.215   880,400.001   MT  1.00002773   +1 25 45.3
 BM0976;SPC TXSC     -14,058,968.65  2,888,445.67   sFT  1.00002773   +1 25 45.3
 BM0976;UTM  14      - 3,363,936.700   780,368.766   MT  1.00056987   +1 28 34.1
 BM0976;UTM  15      - 3,364,357.826   203,740.026   MT  1.00068295   -1 33 35.6
 BM0976
 BM0976                          SUPERSEDED SURVEY CONTROL
 BM0976
 BM0976  NAD 83(1986)-  30 22 29.55495(N)    096 04 57.48426(W) AD(       ) 4
 BM0976  NAD 27      -  30 22 28.81000(N)    096 04 56.63800(W) AD(       ) 3
 BM0976
 BM0976.Superseded values are not recommended for survey control.
 BM0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0976.See file dsdata.txt to determine how the superseded data were derived.
 BM0976
 BM0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8036963937(NAD 83)
 BM0976_MARKER: 53 = ELEVATED TANK
 BM0976
 BM0976  HISTORY     - Date     Condition        Report By
 BM0976  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0976  HISTORY     - 1943     GOOD             CGS
 BM0976  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0976
 BM0976                          STATION DESCRIPTION
 BM0976
 BM0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0976'THIS STATION IS THE CENTER OF THE WATER TANK AT THE PUMPING
 BM0976'STATION OF THE MISSOURI PACIFIC RAILROAD AT NAVASOTA.  IT IS A
 BM0976'LARGE, SQUAT, STEEL TANK WITH A CONICAL BOTTOM AND ROUND TOP AND
 BM0976'HAS A BALL AT THE CENTER OF THE TOP.  THE TANK IS SUPPORTED
 BM0976'BY FOUR LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER WITH A
 BM0976'MISSOURI PACIFIC LINES SEAL ON THREE SIDES.  THERE IS A
 BM0976'LARGE STEEL HOUSING AROUND THE FEED PIPES.  THE TANK IS ABOUT
 BM0976'50 FEET HIGH AND IS NOT VERY PROMINENT.  IT WAS ERECTED IN
 BM0976'1927.
 BM0976'
 BM0976'THE TANK IS IN THE SOUTHERN PART OF TOWN, ABOUT 30 FEET SW OF
 BM0976'THE MAIN TRACK OF THE MISSOURI PACIFIC RAILROAD, ABOUT 65 FEET
 BM0976'NE OF THE SANTA FE RAILROAD TRACKS, AND ABOUT 350 FEET NW OF THE
 BM0976'INTERSECTION OF THE RAILROAD TRACK AND HIGHWAY TEXAS 6.
 BM0976
 BM0976                          STATION RECOVERY (1943)
 BM0976
 BM0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 BM0976'RECOVERED AS DESCRIBED.  THE SEALS ON THE SIDES ARE GONE.
 BM0976
 BM0976                          STATION RECOVERY (1994)
 BM0976
 BM0976'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0965 ***********************************************************************
 BM0965  DESIGNATION -  NAVASOTA MUNICIPAL STANDPIPE
 BM0965  PID         -  BM0965
 BM0965  STATE/COUNTY-  TX/GRIMES
 BM0965  USGS QUAD   -  NAVASOTA (1989)
 BM0965
 BM0965                         *CURRENT SURVEY CONTROL
 BM0965  ___________________________________________________________________
 BM0965* NAD 83(1993)-  30 23 28.23815(N)    096 05 15.85264(W)     ADJUSTED  
 BM0965* NAVD 88     -                                                        
 BM0965  ___________________________________________________________________
 BM0965  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BM0965  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BM0965
 BM0965  HORZ ORDER  -  THIRD
 BM0965
 BM0965.The horizontal coordinates were established by classical geodetic methods
 BM0965.and adjusted by the National Geodetic Survey in February 1996..
 BM0965
 BM0965
 BM0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0965
 BM0965.The geoid height was determined by GEOID03.
 BM0965
 BM0965;                    North         East     Units Scale Factor Converg.
 BM0965;SPC TX C     - 3,088,101.490 1,107,901.369   MT  0.99993805   +2 11 12.2
 BM0965;SPC TX C     -10,131,546.31  3,634,839.74   sFT  0.99993805   +2 11 12.2
 BM0965;SPC TXSC     - 4,286,977.029   879,865.152   MT  1.00003293   +1 25 36.3
 BM0965;SPC TXSC     -14,064,857.14  2,886,690.92   sFT  1.00003293   +1 25 36.3
 BM0965;UTM  14      - 3,365,732.037   779,832.149   MT  1.00056616   +1 28 27.4
 BM0965
 BM0965                          SUPERSEDED SURVEY CONTROL
 BM0965
 BM0965  NAD 83(1986)-  30 23 28.25213(N)    096 05 15.83529(W) AD(       ) 4
 BM0965  NAD 27      -  30 23 27.51000(N)    096 05 14.99000(W) AD(       ) 3
 BM0965
 BM0965.Superseded values are not recommended for survey control.
 BM0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0965.See file dsdata.txt to determine how the superseded data were derived.
 BM0965
 BM0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7983265732(NAD 83)
 BM0965_MARKER: 52 = STANDPIPE TANK
 BM0965
 BM0965  HISTORY     - Date     Condition        Report By
 BM0965  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0965  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0965
 BM0965                          STATION DESCRIPTION
 BM0965
 BM0965'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0974 ***********************************************************************
 BM0974  DESIGNATION -  NAVASOTA MUNICIPAL TANK
 BM0974  PID         -  BM0974
 BM0974  STATE/COUNTY-  TX/GRIMES
 BM0974  USGS QUAD   -  NAVASOTA (1989)
 BM0974
 BM0974                         *CURRENT SURVEY CONTROL
 BM0974  ___________________________________________________________________
 BM0974* NAD 83(1993)-  30 23 34.78214(N)    096 04 29.78734(W)     ADJUSTED  
 BM0974* NAVD 88     -                                                        
 BM0974  ___________________________________________________________________
 BM0974  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BM0974  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BM0974
 BM0974  HORZ ORDER  -  THIRD
 BM0974
 BM0974.The horizontal coordinates were established by classical geodetic methods
 BM0974.and adjusted by the National Geodetic Survey in February 1996..
 BM0974
 BM0974
 BM0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0974
 BM0974.The geoid height was determined by GEOID03.
 BM0974
 BM0974;                    North         East     Units Scale Factor Converg.
 BM0974;SPC TX C     - 3,088,349.838 1,109,122.442   MT  0.99993772   +2 11 36.0
 BM0974;SPC TX C     -10,132,361.09  3,638,845.88   sFT  0.99993772   +2 11 36.0
 BM0974;UTM  14      - 3,365,965.330   781,056.991   MT  1.00057463   +1 28 51.0
 BM0974;UTM  15      - 3,366,347.360   204,534.843   MT  1.00067714   -1 33 24.6
 BM0974
 BM0974                          SUPERSEDED SURVEY CONTROL
 BM0974
 BM0974  NAD 83(1986)-  30 23 34.79602(N)    096 04 29.76982(W) AD(       ) 4
 BM0974  NAD 27      -  30 23 34.05321(N)    096 04 28.92576(W) AD(       ) 3
 BM0974
 BM0974.Superseded values are not recommended for survey control.
 BM0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0974.See file dsdata.txt to determine how the superseded data were derived.
 BM0974
 BM0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8105765965(NAD 83)
 BM0974_MARKER: 51 = TANK
 BM0974
 BM0974  HISTORY     - Date     Condition        Report By
 BM0974  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM0974  HISTORY     - 19940820 GOOD             USPSQD
 BM0974
 BM0974                          STATION DESCRIPTION
 BM0974
 BM0974'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0971 ***********************************************************************
 BM0971  DESIGNATION -  NAVASOTA SCHUMACHER OIL SPIPE
 BM0971  PID         -  BM0971
 BM0971  STATE/COUNTY-  TX/GRIMES
 BM0971  USGS QUAD   -  NAVASOTA (1989)
 BM0971
 BM0971                         *CURRENT SURVEY CONTROL
 BM0971  ___________________________________________________________________
 BM0971* NAD 83(1993)-  30 23 22.35588(N)    096 05 23.46627(W)     ADJUSTED  
 BM0971* NAVD 88     -                                                        
 BM0971  ___________________________________________________________________
 BM0971  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BM0971  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BM0971
 BM0971  HORZ ORDER  -  THIRD
 BM0971
 BM0971.The horizontal coordinates were established by classical geodetic methods
 BM0971.and adjusted by the National Geodetic Survey in February 1996..
 BM0971
 BM0971
 BM0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0971
 BM0971.The geoid height was determined by GEOID03.
 BM0971
 BM0971;                    North         East     Units Scale Factor Converg.
 BM0971;SPC TX C     - 3,087,912.740 1,107,705.183   MT  0.99993835   +2 11 08.3
 BM0971;SPC TX C     -10,130,927.05  3,634,196.09   sFT  0.99993835   +2 11 08.3
 BM0971;SPC TXSC     - 4,286,790.880   879,666.461   MT  1.00003241   +1 25 32.6
 BM0971;SPC TXSC     -14,064,246.41  2,886,039.05   sFT  1.00003241   +1 25 32.6
 BM0971;UTM  14      - 3,365,545.625   779,633.508   MT  1.00056479   +1 28 23.3
 BM0971
 BM0971                          SUPERSEDED SURVEY CONTROL
 BM0971
 BM0971  NAD 83(1986)-  30 23 22.36986(N)    096 05 23.44885(W) AD(       ) 4
 BM0971  NAD 27      -  30 23 21.62600(N)    096 05 22.60200(W) AD(       ) 3
 BM0971
 BM0971.Superseded values are not recommended for survey control.
 BM0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0971.See file dsdata.txt to determine how the superseded data were derived.
 BM0971
 BM0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7963465546(NAD 83)
 BM0971_MARKER: 52 = STANDPIPE TANK
 BM0971
 BM0971  HISTORY     - Date     Condition        Report By
 BM0971  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0971  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0971
 BM0971                          STATION DESCRIPTION
 BM0971
 BM0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0971'THIS STATION IS THE CENTER OF THE WATER STANDPIPE AT THE
 BM0971'SCHUMACHER OIL COMPANY.  IT IS A CYLINDRICAL STEEL STANDPIPE
 BM0971'WITH FLAT TOP, AND IS PAINTED WHITE.  IT IS ABOUT 10 FEET IN
 BM0971'DIAMETER AND ABOUT 100 FEET HIGH AND IS ONE OF THE TWO MOST
 BM0971'PROMINENT OBJECTS IN TOWN.  THE STANDPIPE IS AT THE PLANT OF
 BM0971'THE OIL COMPANY, ABOUT 100 FEET SW OF LA SALLE STREET (TEXAS 6),
 BM0971'ABOUT 50 FEET N OF CEDAR CREEK, AND ABOUT 600 FEET NW OF
 BM0971'WASHINGTON STREET WHICH IS TEXAS 90 AND THE MAIN STREET
 BM0971'OF NAVASOTA.
 BM0971'
 BM0971'THERE IS A SIMILAR STANDPIPE ABOUT 1/4 MILE NE THAT IS OWNED
 BM0971'BY THE CITY AND IS TO BE TAKEN DOWN.
 BM0971
 BM0971                          STATION RECOVERY (1994)
 BM0971
 BM0971'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0968 ***********************************************************************
 BM0968  DESIGNATION -  NAVASOTA ST PAULS EPIS CH
 BM0968  PID         -  BM0968
 BM0968  STATE/COUNTY-  TX/GRIMES
 BM0968  USGS QUAD   -  NAVASOTA (1989)
 BM0968
 BM0968                         *CURRENT SURVEY CONTROL
 BM0968  ___________________________________________________________________
 BM0968* NAD 83(1993)-  30 23 18.52482(N)    096 05 09.31211(W)     ADJUSTED  
 BM0968* NAVD 88     -                                                        
 BM0968  ___________________________________________________________________
 BM0968  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BM0968  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BM0968
 BM0968  HORZ ORDER  -  THIRD
 BM0968
 BM0968.The horizontal coordinates were established by classical geodetic methods
 BM0968.and adjusted by the National Geodetic Survey in February 1996..
 BM0968
 BM0968
 BM0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0968
 BM0968.The geoid height was determined by GEOID03.
 BM0968
 BM0968;                    North         East     Units Scale Factor Converg.
 BM0968;SPC TX C     - 3,087,809.276 1,108,087.254   MT  0.99993855   +2 11 15.6
 BM0968;SPC TX C     -10,130,587.60  3,635,449.60   sFT  0.99993855   +2 11 15.6
 BM0968;SPC TXSC     - 4,286,682.347   880,047.162   MT  1.00003207   +1 25 39.5
 BM0968;SPC TXSC     -14,063,890.33  2,887,288.06   sFT  1.00003207   +1 25 39.5
 BM0968;UTM  14      - 3,365,437.349   780,014.501   MT  1.00056742   +1 28 30.3
 BM0968
 BM0968                          SUPERSEDED SURVEY CONTROL
 BM0968
 BM0968  NAD 83(1986)-  30 23 18.53888(N)    096 05 09.29473(W) AD(       ) 4
 BM0968  NAD 27      -  30 23 17.79500(N)    096 05 08.45000(W) AD(       ) 3
 BM0968
 BM0968.Superseded values are not recommended for survey control.
 BM0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0968.See file dsdata.txt to determine how the superseded data were derived.
 BM0968
 BM0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8001565437(NAD 83)
 BM0968_MARKER: 90 = CHURCH SPIRE
 BM0968
 BM0968  HISTORY     - Date     Condition        Report By
 BM0968  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0968  HISTORY     - 19940820 GOOD             USPSQD
 BM0968  HISTORY     - 19991107 GOOD             USPSQD
 BM0968
 BM0968                          STATION DESCRIPTION
 BM0968
 BM0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0968'THIS STATION IS THE BASE OF THE CROSS AT THE TIP OF THE
 BM0968'SPIRE ON THE ST. PAULS EPISCOPAL CHURCH, AT NAVASOTA.  THE
 BM0968'CHURCH IS A WHITE STONE BUILDING OF RUBBLE MASONRY.  IT HAS
 BM0968'A SQUARE BELFRY AT THE W CORNER OVER THE ENTRANCE.  A SHEET
 BM0968'METAL SHINGLE COVERED SPIRE SURMOUNTS THE BELFRY.  THE LOWER
 BM0968'6 FEET OF THE SPIRE IS SQUARE AND THE UPPER PART IS OCTAGONAL.
 BM0968'SPIRE HAS A SMALL LOUVERED DORMER ON FOUR SIDES NEAR THE
 BM0968'BOTTOM OF THE OCTAGONAL PORTION.  THERE IS A WHITE CROSS AT
 BM0968'THE TIP OF THE SPIRE.  THE SPIRE IS ABOUT 75 FEET HIGH AND
 BM0968'IS NOT VERY PROMINENT.  THE BUILDING WAS ERECTED IN 1891.
 BM0968'
 BM0968'THE CHURCH IS AT THE S CORNER OF CANNON AND MC ALPINE STREETS.
 BM0968'MC ALPINE STREET IS ONE BLOCK SE OF HIGHWAY TEXAS 90 WHICH
 BM0968'IS THE MAIN STREET OF TOWN.  CANNON STREET IS TWO BLOCKS
 BM0968'NE OF HIGHWAY TEXAS 6.
 BM0968
 BM0968                          STATION RECOVERY (1994)
 BM0968
 BM0968'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0968'RECOVERED IN GOOD CONDITION.
 BM0968
 BM0968                          STATION RECOVERY (1999)
 BM0968
 BM0968'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1217 ***********************************************************************
 AJ1217  DESIGNATION -  NAVY
 AJ1217  PID         -  AJ1217
 AJ1217  STATE/COUNTY-  TX/DUVAL
 AJ1217  USGS QUAD   -  BENAVIDES NE (1968)
 AJ1217
 AJ1217                         *CURRENT SURVEY CONTROL
 AJ1217  ___________________________________________________________________
 AJ1217* NAD 83(1993)-  27 43 30.61373(N)    098 15 01.43540(W)     ADJUSTED  
 AJ1217* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 AJ1217  ___________________________________________________________________
 AJ1217  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AJ1217  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AJ1217
 AJ1217  HORZ ORDER  -  THIRD
 AJ1217
 AJ1217.The horizontal coordinates were established by classical geodetic methods
 AJ1217.and adjusted by the National Geodetic Survey in February 1996..
 AJ1217
 AJ1217.The orthometric height was scaled from a topographic map.
 AJ1217
 AJ1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1217
 AJ1217.The geoid height was determined by GEOID03.
 AJ1217
 AJ1217;                    North         East     Units Scale Factor Converg.
 AJ1217;SPC TX S     - 5,228,095.534   324,612.609   MT  0.99997440   +0 06 48.0
 AJ1217;SPC TX S     -17,152,510.10  1,064,999.87   sFT  0.99997440   +0 06 48.0
 AJ1217;UTM  14      - 3,066,983.583   573,890.037   MT  0.99966739   +0 20 55.5
 AJ1217
 AJ1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1217!SPC TX S     -   0.99998824  x   0.99997440  =   0.99996264
 AJ1217!UTM  14      -   0.99998824  x   0.99966739  =   0.99965563
 AJ1217
 AJ1217:                Primary Azimuth Mark                     Grid Az
 AJ1217:SPC TX S     -  SAN DIEGO MUNICIPAL TANK                 012 59 19.2
 AJ1217:UTM  14      -  SAN DIEGO MUNICIPAL TANK                 012 45 11.7
 AJ1217
 AJ1217|---------------------------------------------------------------------|
 AJ1217| PID    Reference Object                     Distance      Geod. Az  |
 AJ1217|                                                           dddmmss.s |
 AJ1217| AJ1189 SAN DIEGO MUNICIPAL TANK            APPROX. 3.8 KM 0130607.2 |
 AJ1217| CV2711 NAVY AZ MK                                         1944717.4 |
 AJ1217| AJ0186 J 599                                33.516 METERS 21044     |
 AJ1217| CV2712 NAVY RM 2                            46.662 METERS 30211     |
 AJ1217| AJ1232 PEREZ                               APPROX. 8.0 KM 3411934.5 |
 AJ1217|---------------------------------------------------------------------|
 AJ1217
 AJ1217                          SUPERSEDED SURVEY CONTROL
 AJ1217
 AJ1217  NAD 83(1986)-  27 43 30.62047(N)    098 15 01.41212(W) AD(       ) 3
 AJ1217  NAD 27      -  27 43 29.52200(N)    098 15 00.38900(W) AD(       ) 3
 AJ1217
 AJ1217.Superseded values are not recommended for survey control.
 AJ1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1217.See file dsdata.txt to determine how the superseded data were derived.
 AJ1217
 AJ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7389066984(NAD 83)
 AJ1217_MARKER: DS = TRIANGULATION STATION DISK
 AJ1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1217
 AJ1217  HISTORY     - Date     Condition        Report By
 AJ1217  HISTORY     - 1953     MONUMENTED       CGS
 AJ1217  HISTORY     - 1960     GOOD             SUNOCO
 AJ1217
 AJ1217                          STATION DESCRIPTION
 AJ1217
 AJ1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1217'THE STATION IS ABOUT 3 MILES SOUTH OF SAN DIEGO, AT THE EAST SIDE
 AJ1217'OF A PAVED COUNTY ROAD.
 AJ1217'
 AJ1217'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE HIGHWAY
 AJ1217'44 IN SAN DIEGO, GO SOUTH ON U.S. HIGHWAY 59 FOR 1.1 MILE TO
 AJ1217'A PAVED ROAD FORKING TO THE LEFT, LEAVE U.S. HIGHWAY 59 AND
 AJ1217'TAKE LEFT FORK, PAVED, SOUTH FOR 1.65 MILE TO STATION SITE ON
 AJ1217'LEFT, EAST, SIDE OF ROAD.
 AJ1217'
 AJ1217'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED NAVY 1953
 AJ1217'AND IS 1 FOOT BELOW THE SURFACE OF THE GROUND.  THE MARK IS
 AJ1217'96 FEET EAST OF CENTERLINE OF ROAD, 41 FEET EAST OF A NORTH-SOUTH
 AJ1217'FENCE, AND 6 FEET EAST OF A WITNESS POST.
 AJ1217'
 AJ1217'R.M. NO. 2 IS A STANDARD BRONZE DISK STAMPED NAVY NO 2 1953,
 AJ1217'AND PROJECTS 3 INCHES.  THE MARK IS 50 FEET WEST OF CENTERLINE
 AJ1217'OF ROAD, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 AJ1217'
 AJ1217'BENCH MARK IS A STANDARD BRONZE DISK STAMPED J 599 1942 AND
 AJ1217'PROJECTS 5 INCHES.  THE MARK IS 54 FEET EAST OF CENTERLINE OF
 AJ1217'ROAD, 3 FEET NORTH OF WITNESS POST, AND 1.5 FEET EAST OF A
 AJ1217'NORTH-SOUTH FENCE LINE.
 AJ1217'
 AJ1217'AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED NAVY 1953, AND
 AJ1217'PROJECTS 4 INCHES.  THE MARK IS 65 FEET SOUTH OF FENCE CORNER,
 AJ1217'49 FEET WEST OF CENTERLINE OF ROAD, AND 1 FOOT EAST OF A
 AJ1217'NORTH-SOUTH FENCE LINE.
 AJ1217'
 AJ1217'ON PROPERTY OF MR. H.P. SALINAS OF RIALITOS, TEXAS.
 AJ1217'
 AJ1217'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AJ1217
 AJ1217                          STATION RECOVERY (1960)
 AJ1217
 AJ1217'RECOVERY NOTE BY SUN OIL COMPANY 1960 (WCR)
 AJ1217'THIS STATION WAS REPORTED RECOVERED BY THE SUN OIL COMPANY.
 AJ1217'THE AZIMUTH MARK WAS FOUND PULLED OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0522 ***********************************************************************
 CE0522  DESIGNATION -  NE 1
 CE0522  PID         -  CE0522
 CE0522  STATE/COUNTY-  TX/EL PASO
 CE0522  USGS QUAD   -  FORT BLISS NE (1995)
 CE0522
 CE0522                         *CURRENT SURVEY CONTROL
 CE0522  ___________________________________________________________________
 CE0522* NAD 83(1993)-  31 58 03.27708(N)    106 20 48.22489(W)     ADJUSTED  
 CE0522* NAVD 88     -      1223.1    (meters)    4013.     (feet)  VERTCON   
 CE0522  ___________________________________________________________________
 CE0522  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 CE0522  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0522
 CE0522  HORZ ORDER  -  SECOND
 CE0522
 CE0522.The horizontal coordinates were established by classical geodetic methods
 CE0522.and adjusted by the National Geodetic Survey in February 1996..
 CE0522
 CE0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0522
 CE0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0522
 CE0522.The geoid height was determined by GEOID03.
 CE0522
 CE0522;                    North         East     Units Scale Factor Converg.
 CE0522;SPC TX C     - 3,270,442.167   131,838.795   MT  1.00002372   -3 05 50.1
 CE0522;SPC TX C     -10,729,775.68    432,541.11   sFT  1.00002372   -3 05 50.1
 CE0522;UTM  13      - 3,537,633.754   372,744.303   MT  0.99979971   -0 42 47.2
 CE0522
 CE0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0522!SPC TX C     -   0.99981175  x   1.00002372  =   0.99983546
 CE0522!UTM  13      -   0.99981175  x   0.99979971  =   0.99961150
 CE0522
 CE0522:                Primary Azimuth Mark                     Grid Az
 CE0522:SPC TX C     -  EL PASO FT BLISS HAWKNEST E TK           204 18 18.9
 CE0522:UTM  13      -  EL PASO FT BLISS HAWKNEST E TK           201 55 16.0
 CE0522
 CE0522|---------------------------------------------------------------------|
 CE0522| PID    Reference Object                     Distance      Geod. Az  |
 CE0522|                                                           dddmmss.s |
 CE0522| CE0590 EL PASO FT BLISS HAWKNEST E TK      APPROX.11.1 KM 2011228.8 |
 CE0522| CE0591 EL PASO FT BLISS HAWKNEST W TK      APPROX.11.3 KM 2031736.8 |
 CE0522| CE0633 EL PASO NATURAL GAS COMPANY TANK    APPROX. 4.8 KM 2730910.4 |
 CE0522| CE0632 REEVES RM A                         APPROX. 4.7 KM 3040416.2 |
 CE0522|---------------------------------------------------------------------|
 CE0522
 CE0522                          SUPERSEDED SURVEY CONTROL
 CE0522
 CE0522  NAD 83(1993)-  31 58 03.27820(N)    106 20 48.22508(W) AD(       ) 2
 CE0522  NAD 83(1986)-  31 58 03.28076(N)    106 20 48.22316(W) AD(       ) 2
 CE0522  NAD 27      -  31 58 02.90621(N)    106 20 46.27715(W) AD(       ) 2
 CE0522  NGVD 29 (07/19/86) 1222.5    (m)         4011.     (f) VERT ANG       
 CE0522
 CE0522.Superseded values are not recommended for survey control.
 CE0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0522.See file dsdata.txt to determine how the superseded data were derived.
 CE0522
 CE0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7274437634(NAD 83)
 CE0522_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0522_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0522+STABILITY: SURFACE MOTION
 CE0522
 CE0522  HISTORY     - Date     Condition        Report By
 CE0522  HISTORY     - 1981     MONUMENTED       TX2190
 CE0522
 CE0522                          STATION DESCRIPTION
 CE0522
 CE0522'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0522'THE STATION IS LOCATED ABOUT 26.6 KM (16-1/2 MI)
 CE0522'NORTH-NORTHEAST FROM THE CENTER OF EL PASO, 24.1 KM
 CE0522'(15 MI) EAST-NORTHEAST FROM THE CENTER OF CANUTILLO AND
 CE0522'4 KM (2-1/2 MI) SOUTH-SOUTHEAST OF NEWMAN.
 CE0522'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND PUBLIC
 CE0522'TRANSP, MR. LYLE D. SCARBROUGH, SUPERVISING
 CE0522'ENGINEER, 212 NORTH CLARK, EL PASO, TX 79905, EL PASO, TX
 CE0522'TELEPHONE NUMBER 915-778-4254.
 CE0522'
 CE0522'TO REACH THE STATION FROM THE JUNCTION OF DYER STREET AND
 CE0522'TRANS MOUNTAIN ROAD, GO NORTHEAST ON DYER STREET FOR 0.4 KM
 CE0522'(0.25 MI) TO A TRAFFIC LIGHT AND MCCOMBS STREET ON THE
 CE0522'RIGHT.  CONTINUE NORTHEAST ON DYER STREET FOR 3.4 KM
 CE0522'(2.1 MI) TO A PAVED SIDE ROAD RIGHT (SOUTH ANGORA ROAD).
 CE0522'CONTINUE AHEAD FOR 4.4 KM (2.7 MI) TO A RAILROAD CROSSING,
 CE0522'CONTINUE AHEAD FOR 1.5 KM (0.95 MI) TO THE STATION ON THE
 CE0522'LEFT ATOP A SMALL KNOLL.
 CE0522'
 CE0522'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0522'STAMPED---EPGS NE 1 1981---,
 CE0522'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0522'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 CE0522'56.4 METERS (185 FT) SOUTH FROM A DIM TRACK ROAD AND
 CE0522'25.6 METERS (84.0 FT) WEST FROM THE CENTERLINE OF US HIGHWAY 54.
 CE0522'
 CE0522'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0522'STAMPED---EPGS NE 1 1981---,
 CE0522'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE
 CE0522'SURFACE.
 CE0522'
 CE0522'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0522'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0613 ***********************************************************************
 CE0613  DESIGNATION -  NE 10
 CE0613  PID         -  CE0613
 CE0613  STATE/COUNTY-  TX/EL PASO
 CE0613  USGS QUAD   -  EL PASO (1997)
 CE0613
 CE0613                         *CURRENT SURVEY CONTROL
 CE0613  ___________________________________________________________________
 CE0613* NAD 83(1993)-  31 50 47.43531(N)    106 27 22.84824(W)     ADJUSTED  
 CE0613* NAVD 88     -      1295.3    (meters)    4250.     (feet)  VERTCON   
 CE0613  ___________________________________________________________________
 CE0613  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 CE0613  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CE0613
 CE0613  HORZ ORDER  -  SECOND
 CE0613
 CE0613.The horizontal coordinates were established by classical geodetic methods
 CE0613.and adjusted by the National Geodetic Survey in February 1996..
 CE0613
 CE0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0613
 CE0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0613
 CE0613.The geoid height was determined by GEOID03.
 CE0613
 CE0613;                    North         East     Units Scale Factor Converg.
 CE0613;SPC TX C     - 3,257,602.821   120,753.654   MT  0.99999032   -3 09 13.4
 CE0613;SPC TX C     -10,687,651.92    396,172.61   sFT  0.99999032   -3 09 13.4
 CE0613;UTM  13      - 3,524,346.826   362,204.975   MT  0.99983417   -0 46 06.8
 CE0613
 CE0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0613!SPC TX C     -   0.99980040  x   0.99999032  =   0.99979073
 CE0613!UTM  13      -   0.99980040  x   0.99983417  =   0.99963461
 CE0613
 CE0613:                Primary Azimuth Mark                     Grid Az
 CE0613:SPC TX C     -  EL PASO FT BLISS HAWKNEST W TK           065 49 42.4
 CE0613:UTM  13      -  EL PASO FT BLISS HAWKNEST W TK           063 26 35.8
 CE0613
 CE0613|---------------------------------------------------------------------|
 CE0613| PID    Reference Object                     Distance      Geod. Az  |
 CE0613|                                                           dddmmss.s |
 CE0613| CE0591 EL PASO FT BLISS HAWKNEST W TK      APPROX. 6.6 KM 0624029.0 |
 CE0613| CE0597 EL PASO NAT GAS NO 3 TANK           APPROX. 4.4 KM 0683424.9 |
 CE0613| CE0575 FORT                                APPROX. 1.1 KM 1014909.4 |
 CE0613| CE0588 EL PASO BIGGS FIELD STEEL TANK      APPROX. 7.0 KM 1045530.0 |
 CE0613| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX.11.2 KM 1452441.6 |
 CE0613| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX. 5.5 KM 1531201.0 |
 CE0613|---------------------------------------------------------------------|
 CE0613
 CE0613                          SUPERSEDED SURVEY CONTROL
 CE0613
 CE0613  NAD 83(1993)-  31 50 47.43631(N)    106 27 22.84772(W) AD(       ) 2
 CE0613  NAD 83(1986)-  31 50 47.43902(N)    106 27 22.84723(W) AD(       ) 2
 CE0613  NAD 27      -  31 50 47.05352(N)    106 27 20.89573(W) AD(       ) 2
 CE0613  NGVD 29 (07/19/86) 1294.8    (m)         4248.     (f) VERT ANG       
 CE0613
 CE0613.Superseded values are not recommended for survey control.
 CE0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0613.See file dsdata.txt to determine how the superseded data were derived.
 CE0613
 CE0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6220524347(NAD 83)
 CE0613_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0613+STABILITY: SURFACE MOTION
 CE0613
 CE0613  HISTORY     - Date     Condition        Report By
 CE0613  HISTORY     - 1981     MONUMENTED       TX2190
 CE0613
 CE0613                          STATION DESCRIPTION
 CE0613
 CE0613'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0613'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) NORTH-NORTHEAST
 CE0613'OF THE CENTER OF EL PASO.
 CE0613'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0613'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0613'915-543-4200.
 CE0613'
 CE0613'TO REACH THE STATION FROM THE JUNCTION OF MAGNETIC STREET
 CE0613'AND ZION AVENUE, GO SOUTH ON MAGNETIC STREET FOR 0.5 KM
 CE0613'(0.3 MI) TO THE FIRST GUARD RAIL ON THE RIGHT.  TURN RIGHT
 CE0613'AND GO WEST DRIVING OVER THE CURB, AND BETWEEN THE GUARD
 CE0613'RAIL AND THE HILLSIDE.  BEAR WEST AND NORTH UPHILL FOR
 CE0613'0.3 KM (0.2 MI) TO A CUTBACK JUST BEFORE A WATER TANK.
 CE0613'TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) TO THE STATION
 CE0613'ON THE RIGHT.
 CE0613'
 CE0613'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0613'STAMPED---NE 10 1980---,
 CE0613'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER
 CE0613'PROJECTING 16 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0613'22.3 METERS (73.2 FT) EAST FROM A FENCE,
 CE0613'14.0 METERS (46.0 FT) EAST FROM THE SOUTHEAST CORNER OF A STONE
 CE0613'BACKYARD ENCLOSURE, AND
 CE0613'3.0 METERS (10.0 FT) NORTH FROM THE CENTER OF A GRAVEL ROAD.
 CE0613'
 CE0613'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0603 ***********************************************************************
 CE0603  DESIGNATION -  NE 11
 CE0603  PID         -  CE0603
 CE0603  STATE/COUNTY-  TX/EL PASO
 CE0603  USGS QUAD   -  EL PASO (1997)
 CE0603
 CE0603                         *CURRENT SURVEY CONTROL
 CE0603  ___________________________________________________________________
 CE0603* NAD 83(1993)-  31 50 28.69674(N)    106 25 32.42640(W)     ADJUSTED  
 CE0603* NAVD 88     -      1178.0    (meters)    3865.     (feet)  VERTCON   
 CE0603  ___________________________________________________________________
 CE0603  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CE0603  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0603
 CE0603  HORZ ORDER  -  SECOND
 CE0603
 CE0603.The horizontal coordinates were established by classical geodetic methods
 CE0603.and adjusted by the National Geodetic Survey in February 1996..
 CE0603
 CE0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0603
 CE0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0603
 CE0603.The geoid height was determined by GEOID03.
 CE0603
 CE0603;                    North         East     Units Scale Factor Converg.
 CE0603;SPC TX C     - 3,256,867.206   123,620.838   MT  0.99998898   -3 08 16.5
 CE0603;SPC TX C     -10,685,238.49    405,579.37   sFT  0.99998898   -3 08 16.5
 CE0603;UTM  13      - 3,523,731.283   365,099.828   MT  0.99982444   -0 45 08.1
 CE0603
 CE0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0603!SPC TX C     -   0.99981883  x   0.99998898  =   0.99980781
 CE0603!UTM  13      -   0.99981883  x   0.99982444  =   0.99964330
 CE0603
 CE0603:                Primary Azimuth Mark                     Grid Az
 CE0603:SPC TX C     -  EL PASO NAT GAS NO 3 TANK                031 22 57.8
 CE0603:UTM  13      -  EL PASO NAT GAS NO 3 TANK                028 59 49.4
 CE0603
 CE0603|---------------------------------------------------------------------|
 CE0603| PID    Reference Object                     Distance      Geod. Az  |
 CE0603|                                                           dddmmss.s |
 CE0603| CE0597 EL PASO NAT GAS NO 3 TANK           APPROX. 2.5 KM 0281441.3 |
 CE0603| CE0591 EL PASO FT BLISS HAWKNEST W TK      APPROX. 4.7 KM 0393733.0 |
 CE0603| CE0587 EL PASO BIGGS FIELD E TANK          APPROX. 4.5 KM 1035303.1 |
 CE0603| CE0588 EL PASO BIGGS FIELD STEEL TANK      APPROX. 4.0 KM 1073941.3 |
 CE0603| CE0605 EL PASO FT BLISS USACC MICRO        APPROX. 3.7 KM 1913354.0 |
 CE0603| CE0578 EL PASO FORT BLISS OLD SECTION TANK APPROX. 3.6 KM 1933827.1 |
 CE0603| CE0575 FORT                                APPROX. 1.9 KM 2805446.0 |
 CE0603|---------------------------------------------------------------------|
 CE0603
 CE0603                          SUPERSEDED SURVEY CONTROL
 CE0603
 CE0603  NAD 83(1993)-  31 50 28.69799(N)    106 25 32.42588(W) AD(       ) 2
 CE0603  NAD 83(1986)-  31 50 28.70047(N)    106 25 32.42525(W) AD(       ) 2
 CE0603  NAD 27      -  31 50 28.31391(N)    106 25 30.47659(W) AD(       ) 2
 CE0603  NGVD 29 (07/19/86) 1177.5    (m)         3863.     (f) VERT ANG       
 CE0603
 CE0603.Superseded values are not recommended for survey control.
 CE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0603.See file dsdata.txt to determine how the superseded data were derived.
 CE0603
 CE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6510023731(NAD 83)
 CE0603_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0603_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0603+STABILITY: SURFACE MOTION
 CE0603
 CE0603  HISTORY     - Date     Condition        Report By
 CE0603  HISTORY     - 1981     MONUMENTED       TX2190
 CE0603
 CE0603                          STATION DESCRIPTION
 CE0603
 CE0603'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0603'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) NORTHEAST OF
 CE0603'DOWNTOWN EL PASO, 4.8 KM (3 MI) NORTHWEST OF THE INTERNATIONAL
 CE0603'AIRPORT AND 1.6 KM (1 MI) SOUTHEAST OF U.S. HIGHWAY 54 (DYER
 CE0603'STREET).
 CE0603'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0603'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0603'915-543-4200.
 CE0603'
 CE0603'TO REACH THE STATION FROM THE JUNCTION OF THE U.S. HIGHWAY 54
 CE0603'GATEWAY AND ELERTHORPE, ON THE NORTHEAST SIDE OF EL PASO,
 CE0603'GO EAST ON ELERTHORPE FOR 1.3 KM (0.8 MI) TO A T-ROAD AT
 CE0603'RAILROAD ROAD AND THE STATION ON THE RIGHT.
 CE0603'
 CE0603'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0603'STAMPED---NE 11 EPGS 1980---,
 CE0603'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0603'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 CE0603'7.0 METERS (23.0 FT) SOUTH FROM A POWER POLE AND
 CE0603'2.3 METERS (7.5 FT) WEST FROM WEST CURB OF RAILROAD ROAD.
 CE0603'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0603'STAMPED---NE 11 EPGS 1980---,
 CE0603'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0603'
 CE0603'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0616 ***********************************************************************
 CE0616  DESIGNATION -  NE 12
 CE0616  PID         -  CE0616
 CE0616  STATE/COUNTY-  TX/EL PASO
 CE0616  USGS QUAD   -  EL PASO (1997)
 CE0616
 CE0616                         *CURRENT SURVEY CONTROL
 CE0616  ___________________________________________________________________
 CE0616* NAD 83(1993)-  31 48 44.40864(N)    106 27 48.52280(W)     ADJUSTED  
 CE0616* NAVD 88     -      1254.6    (meters)    4116.     (feet)  VERTCON   
 CE0616  ___________________________________________________________________
 CE0616  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 CE0616  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0616
 CE0616  HORZ ORDER  -  SECOND
 CE0616
 CE0616.The horizontal coordinates were established by classical geodetic methods
 CE0616.and adjusted by the National Geodetic Survey in February 1996..
 CE0616
 CE0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0616
 CE0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0616
 CE0616.The geoid height was determined by GEOID03.
 CE0616
 CE0616;                    North         East     Units Scale Factor Converg.
 CE0616;SPC TX C     - 3,253,856.432   119,870.945   MT  0.99998170   -3 09 26.6
 CE0616;SPC TX C     -10,675,360.64    393,276.59   sFT  0.99998170   -3 09 26.6
 CE0616;UTM  13      - 3,520,567.512   361,479.074   MT  0.99983665   -0 46 17.7
 CE0616
 CE0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0616!SPC TX C     -   0.99980680  x   0.99998170  =   0.99978851
 CE0616!UTM  13      -   0.99980680  x   0.99983665  =   0.99964348
 CE0616
 CE0616:                Primary Azimuth Mark                     Grid Az
 CE0616:SPC TX C     -  BLISS 2 RM 5                             097 34 37.3
 CE0616:UTM  13      -  BLISS 2 RM 5                             095 11 28.4
 CE0616
 CE0616|---------------------------------------------------------------------|
 CE0616| PID    Reference Object                     Distance      Geod. Az  |
 CE0616|                                                           dddmmss.s |
 CE0616| CE0599 BLISS 2 RM 5                        APPROX. 4.1 KM 0942510.7 |
 CE0616| CE0578 EL PASO FORT BLISS OLD SECTION TANK APPROX. 2.7 KM 0955148.6 |
 CE0616| CE0610 EL PASO AUSTIN SCHOOL CUPOLA        APPROX. 1.8 KM 1432622.2 |
 CE0616| CE0621 EL PASO TV TOWER KTSM               APPROX. 2.0 KM 2464724.1 |
 CE0616| CE0622 EL PASO TV TOWER KCIK               APPROX. 2.4 KM 2765816.0 |
 CE0616|---------------------------------------------------------------------|
 CE0616
 CE0616                          SUPERSEDED SURVEY CONTROL
 CE0616
 CE0616  NAD 83(1993)-  31 48 44.40952(N)    106 27 48.52185(W) AD(       ) 2
 CE0616  NAD 83(1986)-  31 48 44.41195(N)    106 27 48.52145(W) AD(       ) 2
 CE0616  NAD 27      -  31 48 44.02404(N)    106 27 46.56648(W) AD(       ) 2
 CE0616  NGVD 29 (07/19/86) 1254.1    (m)         4114.     (f) VERT ANG       
 CE0616
 CE0616.Superseded values are not recommended for survey control.
 CE0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0616.See file dsdata.txt to determine how the superseded data were derived.
 CE0616
 CE0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6147920568(NAD 83)
 CE0616_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0616_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0616+STABILITY: SURFACE MOTION
 CE0616
 CE0616  HISTORY     - Date     Condition        Report By
 CE0616  HISTORY     - 1980     MONUMENTED       TX2190
 CE0616
 CE0616                          STATION DESCRIPTION
 CE0616
 CE0616'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0616'THE STATION IS LOCATED ABOUT 10.7 KM (6-1/2 MI) SOUTHEAST
 CE0616'OF NORTH FRANKLIN MOUNTAIN,  8.2 KM (5 MI) NORTH-NORTHEAST
 CE0616'OF THE CENTER OF EL PASO, AND 7.8 KM (4-3/4 MI)
 CE0616'WEST-NORTHWEST OF EL PASO INTERNATIONAL AIRPORT CONTROL
 CE0616'TOWER.
 CE0616'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0616'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0616'915-543-4200.
 CE0616'
 CE0616'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 CE0616'HIGHWAY 10 AND FRED WILSON BOULEVARD,
 CE0616'GO WEST ON FRED WILSON BOULEVARD FOR 1.7 KM (1.05 MI)
 CE0616'TO THE INTERSECTION OF ALABAMA STREET.  TURN LEFT, GOING
 CE0616'SOUTHERLY ON TO ALABAMA STREET FOR 1.9 KM (1.2 MI) TO
 CE0616'VAN BUREN AVENUE.  TURN LEFT, EAST, FOR 0.3 KM (0.2 MI)
 CE0616'TO THE TOP OF GRADE AND A DIRT ROAD.  TURN RIGHT, SOUTH,
 CE0616'ON THE DIRT TO THE TOP OF GRADE AND A DIRT ROAD.  TURN RIGHT,
 CE0616'SOUTH, ON THE DIRT ROAD WHICH IS ON THE TOP OF A SMALL
 CE0616'FLOOD CONTROL DAM AND GO 0.1 KM (0.05 MI) TO THE STATION
 CE0616'IN THE ROAD.  THE STATION MARK IS COVERED BY AN IRON BELL
 CE0616'WITH AN IRON COVER MARKED CITY OF EL PASO HORIZONTAL
 CE0616'CONTROL.
 CE0616'
 CE0616'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0616'STAMPED---NE 12 EPGS 1980---,
 CE0616'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0616'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 CE0616'37 METERS (120 FT) SOUTH-SOUTHWEST FROM THE SOUTHERN WALL OF A
 CE0616'CONCRETE OUT FLOW STRUCTURE AND
 CE0616'1.0 METER (3 FT) NORTH FROM THE CENTER OF A DIRT ROAD ON DAM
 CE0616'AROUND WATER BASIN.
 CE0616'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0616'STAMPED---NE 12 EPGS 1980---,
 CE0616'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0616'
 CE0616'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0153 ***********************************************************************
 BB0153  DESIGNATION -  NE 13
 BB0153  PID         -  BB0153
 BB0153  STATE/COUNTY-  TX/PRESIDIO
 BB0153  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0153
 BB0153                         *CURRENT SURVEY CONTROL
 BB0153  ___________________________________________________________________
 BB0153* NAD 83(1986)-  29 34 05.     (N)    104 22 23.     (W)     SCALED    
 BB0153* NAVD 88     -       794.703  (meters)    2607.29   (feet)  ADJUSTED  
 BB0153  ___________________________________________________________________
 BB0153  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BB0153  DYNAMIC HT  -         793.415 (meters)    2603.06  (feet)  COMP
 BB0153  MODELED GRAV-     978,996.0   (mgal)                       NAVD 88
 BB0153
 BB0153  VERT ORDER  -  SECOND    CLASS 0
 BB0153
 BB0153.The horizontal coordinates were scaled from a topographic map and have
 BB0153.an estimated accuracy of +/- 6 seconds.
 BB0153
 BB0153.The orthometric height was determined by differential leveling
 BB0153.and adjusted by the National Geodetic Survey in June 1991..
 BB0153.WARNING-Repeat measurements at this control monument indicate possible
 BB0153.vertical movement.
 BB0153
 BB0153.The geoid height was determined by GEOID03.
 BB0153
 BB0153.The dynamic height is computed by dividing the NAVD 88
 BB0153.geopotential number by the normal gravity value computed on the
 BB0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0153.degrees latitude (g = 980.6199 gals.).
 BB0153
 BB0153.The modeled gravity was interpolated from observed gravity values.
 BB0153
 BB0153;                    North         East    Units  Estimated Accuracy
 BB0153;SPC TXSC     - 4,204,210.       79,590.      MT  (+/- 180 meters Scaled)
 BB0153
 BB0153                          SUPERSEDED SURVEY CONTROL
 BB0153
 BB0153  NGVD 29 (??/??/92)  794.308  (m)         2605.99   (f) ADJ UNCH    2 0
 BB0153
 BB0153.Superseded values are not recommended for survey control.
 BB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0153.See file dsdata.txt to determine how the superseded data were derived.
 BB0153
 BB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN607710(NAD 83)
 BB0153_MARKER: DD = SURVEY DISK
 BB0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0153_STAMPING: N E 13
 BB0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0153+STABILITY: SURFACE MOTION
 BB0153
 BB0153  HISTORY     - Date     Condition        Report By
 BB0153  HISTORY     - UNK      MONUMENTED       IBC
 BB0153  HISTORY     - 1943     GOOD             NGS
 BB0153  HISTORY     - 1973     GOOD             NGS
 BB0153
 BB0153                          STATION DESCRIPTION
 BB0153
 BB0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BB0153'IN PRESIDIO.
 BB0153'THIS MARK IS 0.2 MILE EAST AND 0.5 MILE NORTH ALONG THE ROAD TO
 BB0153'RUIDOSA FROM THE POST OFFICE AT PRESIDIO, 0.5 MILE NORTH OF THE VALLEY
 BB0153'SERVICE STATION, 0.5 MILE SOUTH OF CIBILIO CREEK, 252.0 FEET WEST OF
 BB0153'THE CENTERLINE OF THE ROAD, PROJECTING 6-INCHES ABOVE THE GROUND, 2.0
 BB0153'FEET EAST OF A WHITE REFERENCE POST.
 BB0153
 BB0153                          STATION RECOVERY (1973)
 BB0153
 BB0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0612 ***********************************************************************
 CE0612  DESIGNATION -  NE 13
 CE0612  PID         -  CE0612
 CE0612  STATE/COUNTY-  TX/EL PASO
 CE0612  USGS QUAD   -  EL PASO (1997)
 CE0612
 CE0612                         *CURRENT SURVEY CONTROL
 CE0612  ___________________________________________________________________
 CE0612* NAD 83(1993)-  31 49 33.53832(N)    106 27 21.94832(W)     ADJUSTED  
 CE0612* NAVD 88     -      1249.6    (meters)    4100.     (feet)  VERTCON   
 CE0612  ___________________________________________________________________
 CE0612  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 CE0612  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0612
 CE0612  HORZ ORDER  -  SECOND
 CE0612
 CE0612.The horizontal coordinates were established by classical geodetic methods
 CE0612.and adjusted by the National Geodetic Survey in February 1996..
 CE0612
 CE0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0612
 CE0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0612
 CE0612.The geoid height was determined by GEOID03.
 CE0612
 CE0612;                    North         East     Units Scale Factor Converg.
 CE0612;SPC TX C     - 3,255,328.886   120,652.065   MT  0.99998510   -3 09 12.9
 CE0612;SPC TX C     -10,680,191.52    395,839.32   sFT  0.99998510   -3 09 12.9
 CE0612;UTM  13      - 3,522,070.983   362,198.118   MT  0.99983420   -0 46 04.7
 CE0612
 CE0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0612!SPC TX C     -   0.99980759  x   0.99998510  =   0.99979269
 CE0612!UTM  13      -   0.99980759  x   0.99983420  =   0.99964182
 CE0612
 CE0612:                Primary Azimuth Mark                     Grid Az
 CE0612:SPC TX C     -  BLISS 2 RM 5                             121 44 11.0
 CE0612:UTM  13      -  BLISS 2 RM 5                             119 21 02.8
 CE0612
 CE0612|---------------------------------------------------------------------|
 CE0612| PID    Reference Object                     Distance      Geod. Az  |
 CE0612|                                                           dddmmss.s |
 CE0612| CE0599 BLISS 2 RM 5                        APPROX. 3.8 KM 1183458.1 |
 CE0612| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX. 3.6 KM 1365903.6 |
 CE0612| CE0618 EL PASO TV TOWER KVIA               APPROX. 4.8 KM 2081607.9 |
 CE0612| CE0621 EL PASO TV TOWER KTSM               APPROX. 3.5 KM 2275741.9 |
 CE0612|---------------------------------------------------------------------|
 CE0612
 CE0612                          SUPERSEDED SURVEY CONTROL
 CE0612
 CE0612  NAD 83(1993)-  31 49 33.53931(N)    106 27 21.94759(W) AD(       ) 2
 CE0612  NAD 83(1986)-  31 49 33.54170(N)    106 27 21.94704(W) AD(       ) 2
 CE0612  NAD 27      -  31 49 33.15496(N)    106 27 19.99250(W) AD(       ) 2
 CE0612  NGVD 29 (07/19/86) 1249.1    (m)         4098.     (f) VERT ANG       
 CE0612
 CE0612.Superseded values are not recommended for survey control.
 CE0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0612.See file dsdata.txt to determine how the superseded data were derived.
 CE0612
 CE0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6219822071(NAD 83)
 CE0612_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0612+STABILITY: SURFACE MOTION
 CE0612
 CE0612  HISTORY     - Date     Condition        Report By
 CE0612  HISTORY     - 1981     MONUMENTED       TX2190
 CE0612
 CE0612                          STATION DESCRIPTION
 CE0612
 CE0612'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0612'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTH-NORTHEAST
 CE0612'FROM THE CENTER OF EL PASO.
 CE0612'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0612'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0612'915-543-4200.
 CE0612'
 CE0612'THE STATION IS IN THE NORTHWEST ANGLE OF THE INTERSECTION
 CE0612'OF FRED WILSON DRIVE AND ALABAMA STREET.
 CE0612'
 CE0612'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0612'STAMPED---NE 13 EPGS 1980---,
 CE0612'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0612'FLUSH WITH GROUND.  IT IS LOCATED
 CE0612'21.03 METERS SOUTHWEST FROM A POWER POLE, AND
 CE0612'15.54 METERS NORTHWEST FROM THE CENTER OF SOUTH BOUND LANE OF
 CE0612'ALABAMA STREET.
 CE0612'
 CE0612'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0609 ***********************************************************************
 CE0609  DESIGNATION -  NE 14
 CE0609  PID         -  CE0609
 CE0609  STATE/COUNTY-  TX/EL PASO
 CE0609  USGS QUAD   -  EL PASO (1997)
 CE0609
 CE0609                         *CURRENT SURVEY CONTROL
 CE0609  ___________________________________________________________________
 CE0609* NAD 83(1993)-  31 52 18.39853(N)    106 26 50.18474(W)     ADJUSTED  
 CE0609* NAVD 88     -      1231.0    (meters)    4039.     (feet)  VERTCON   
 CE0609  ___________________________________________________________________
 CE0609  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 CE0609  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CE0609
 CE0609  HORZ ORDER  -  SECOND
 CE0609
 CE0609.The horizontal coordinates were established by classical geodetic methods
 CE0609.and adjusted by the National Geodetic Survey in February 1996..
 CE0609
 CE0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0609
 CE0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0609
 CE0609.The geoid height was determined by GEOID03.
 CE0609
 CE0609;                    North         East     Units Scale Factor Converg.
 CE0609;SPC TX C     - 3,260,353.139   121,765.037   MT  0.99999692   -3 08 56.5
 CE0609;SPC TX C     -10,696,675.26    399,490.79   sFT  0.99999692   -3 08 56.5
 CE0609;UTM  13      - 3,527,136.400   363,100.888   MT  0.99983114   -0 45 51.5
 CE0609
 CE0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0609!SPC TX C     -   0.99981049  x   0.99999692  =   0.99980741
 CE0609!UTM  13      -   0.99981049  x   0.99983114  =   0.99964166
 CE0609
 CE0609:                Primary Azimuth Mark                     Grid Az
 CE0609:SPC TX C     -  TRANS                                    054 40 33.5
 CE0609:UTM  13      -  TRANS                                    052 17 28.5
 CE0609
 CE0609|---------------------------------------------------------------------|
 CE0609| PID    Reference Object                     Distance      Geod. Az  |
 CE0609|                                                           dddmmss.s |
 CE0609| CE0416 TRANS                               APPROX. 4.9 KM 0513137.0 |
 CE0609| CE0591 EL PASO FT BLISS HAWKNEST W TK      APPROX. 5.1 KM 0871016.6 |
 CE0609| CE0590 EL PASO FT BLISS HAWKNEST E TK      APPROX. 5.5 KM 0872340.1 |
 CE0609| CE0597 EL PASO NAT GAS NO 3 TANK           APPROX. 3.4 KM 1103336.2 |
 CE0609|---------------------------------------------------------------------|
 CE0609
 CE0609                          SUPERSEDED SURVEY CONTROL
 CE0609
 CE0609  NAD 83(1993)-  31 52 18.39952(N)    106 26 50.18453(W) AD(       ) 2
 CE0609  NAD 83(1986)-  31 52 18.40250(N)    106 26 50.18363(W) AD(       ) 2
 CE0609  NAD 27      -  31 52 18.02066(N)    106 26 48.23051(W) AD(       ) 2
 CE0609  NGVD 29 (07/19/86) 1230.5    (m)         4037.     (f) VERT ANG       
 CE0609
 CE0609.Superseded values are not recommended for survey control.
 CE0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0609.See file dsdata.txt to determine how the superseded data were derived.
 CE0609
 CE0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6310127136(NAD 83)
 CE0609_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0609+STABILITY: SURFACE MOTION
 CE0609
 CE0609  HISTORY     - Date     Condition        Report By
 CE0609  HISTORY     - 1981     MONUMENTED       TX2190
 CE0609
 CE0609                          STATION DESCRIPTION
 CE0609
 CE0609'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0609'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) NORTHEAST OF
 CE0609'DOWNTOWN EL PASO, 8.9 KM (5.5 MI) NORTH OF EL PASO
 CE0609'INTERNATIONAL AIRPORT AND NEAR THE JUNCTION OF HONDO PASS
 CE0609'ROAD AND ECLIPSE STREET.
 CE0609'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0609'CIVIC CENTER PLAZA, 79999, TELEPHONE NUMBER 915-543-4200.
 CE0609'
 CE0609'TO REACH THE STATION FROM THE JUNCTION OF GATEWAY SOUTH AND
 CE0609'HONDO PASS ROAD, ABOUT 3.2 KM (2 MI) SOUTH OF TRANS MOUNTAIN
 CE0609'ROAD, GO WEST ON HONDO PASS ROAD FOR 0.72 KM (0.45 MI) TO
 CE0609'ECLIPSE STREET ON THE LEFT.  TURN SHARP RIGHT, CROSSING CURB
 CE0609'AND FOLLOW A GRAVEL ROAD NORTHEASTERLY FOR 0.2 KM (0.15 MI)
 CE0609'TO A FORK.  TAKE RIGHT FORK AND FOLLOW GRAVEL ROAD
 CE0609'NORTHEASTERLY FOR 0.2 KM (0.10 MI) TO THE STATION ON THE
 CE0609'RIGHT.
 CE0609'
 CE0609'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0609'STAMPED---NE 14 EPGS 1981---,
 CE0609'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0609'RECESSED 19 CM BELOW THE GROUND.  IT IS LOCATED
 CE0609'2.36 METERS (7.7 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A GRAVEL
 CE0609'ROAD AROUND DAM SITE.
 CE0609'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0609'STAMPED---NE 14 EPGS 1981---,
 CE0609'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 CE0609'
 CE0609'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1572 ***********************************************************************
 CX1572  DESIGNATION -  NE 2
 CX1572  PID         -  CX1572
 CX1572  STATE/COUNTY-  TX/EL PASO
 CX1572  USGS QUAD   -  NEWMAN SW (1955)
 CX1572
 CX1572                         *CURRENT SURVEY CONTROL
 CX1572  ___________________________________________________________________
 CX1572* NAD 83(1993)-  32 00 04.23380(N)    106 26 36.90179(W)     ADJUSTED  
 CX1572* NAVD 88     -      1255.2    (meters)    4118.     (feet)  VERTCON   
 CX1572  ___________________________________________________________________
 CX1572  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 CX1572  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CX1572
 CX1572  HORZ ORDER  -  SECOND
 CX1572
 CX1572.The horizontal coordinates were established by classical geodetic methods
 CX1572.and adjusted by the National Geodetic Survey in February 1996..
 CX1572.No horizontal observational check was made to the station.
 CX1572
 CX1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1572
 CX1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1572
 CX1572.The geoid height was determined by GEOID03.
 CX1572
 CX1572;                    North         East     Units Scale Factor Converg.
 CX1572;SPC TX C     - 3,274,661.004   122,901.392   MT  1.00003378   -3 08 49.7
 CX1572;SPC TX C     -10,743,616.98    403,218.98   sFT  1.00003378   -3 08 49.7
 CX1572;UTM  13      - 3,541,476.494   363,641.159   MT  0.99982931   -0 45 54.5
 CX1572
 CX1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1572!SPC TX C     -   0.99980670  x   1.00003378  =   0.99984047
 CX1572!UTM  13      -   0.99980670  x   0.99982931  =   0.99963604
 CX1572
 CX1572                          SUPERSEDED SURVEY CONTROL
 CX1572
 CX1572  NAD 83(1993)-  32 00 04.23399(N)    106 26 36.90178(W) AD(       ) 2
 CX1572  NAD 83(1986)-  32 00 04.23754(N)    106 26 36.90002(W) AD(       ) 2
 CX1572  NAD 27      -  32 00 03.87091(N)    106 26 34.94317(W) AD(       ) 2
 CX1572  NGVD 29 (07/19/86) 1254.6    (m)         4116.     (f) VERT ANG       
 CX1572
 CX1572.Superseded values are not recommended for survey control.
 CX1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1572.See file dsdata.txt to determine how the superseded data were derived.
 CX1572
 CX1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6364141476(NAD 83)
 CX1572_MARKER: DH = HORIZONTAL CONTROL DISK
 CX1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1572_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1572+STABILITY: SURFACE MOTION
 CX1572
 CX1572  HISTORY     - Date     Condition        Report By
 CX1572  HISTORY     - 1981     MONUMENTED       TX2190
 CX1572
 CX1572                          STATION DESCRIPTION
 CX1572
 CX1572'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CX1572'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI) NORTH-NORTHWEST
 CX1572'OF THE INTERNATIONAL AIRPORT, 13 KM (8 MI) EAST OF WHERE
 CX1572'INTERSTATE HIGHWAY 10 CROSSES THE TEXAS-NEW MEXICO STATE
 CX1572'LINE, AND 11 KM (7 MI) WEST OF WHERE U.S. HIGHWAY 54 CROSSES
 CX1572'THE STATE LINE.
 CX1572'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CX1572'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CX1572'915-543-4200.
 CX1572'
 CX1572'TO REACH THE STATION FROM THE JUNCTION OF LOOP 375 (TRANS
 CX1572'MOUNTAIN ROAD) AND FARM ROAD 3255 (WAR ROAD), GO NORTH ON
 CX1572'FARM ROAD 3255 FOR 9.8 KM (6.1 MI) TO A SIDE ROAD RIGHT
 CX1572'(FARM ROAD 2529).  CONTINUE AHEAD NORTHERLY FOR 1.6 KM
 CX1572'(1.0 MI) TO THE STATE LINE, A DIRT ROAD RIGHT AND THE
 CX1572'STATION ON THE RIGHT JUST NORTH OF THE DIRT ROAD.
 CX1572'
 CX1572'THE STATION IS A STANDARD C OF EL PASO DISK
 CX1572'STAMPED---NE 2 EPGS 1980---,
 CX1572'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CX1572'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CX1572'30.8 METERS (101 FT) EAST FROM THE CENTER OF A PAVED ROAD (WAR
 CX1572'ROAD),
 CX1572'14.8 METERS (48.5 FT) SOUTHEAST FROM A UTILITY POLE AND
 CX1572'9.1 METERS (30 FT) WEST FROM THE CENTER OF A DIRT ROAD.
 CX1572'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CX1572'STAMPED---NE 2 EPGS 1980---,
 CX1572'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CX1572'
 CX1572'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0638 ***********************************************************************
 CE0638  DESIGNATION -  NE 3
 CE0638  PID         -  CE0638
 CE0638  STATE/COUNTY-  TX/EL PASO
 CE0638  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0638
 CE0638                         *CURRENT SURVEY CONTROL
 CE0638  ___________________________________________________________________
 CE0638* NAD 83(1993)-  31 58 19.41078(N)    106 24 29.62354(W)     ADJUSTED  
 CE0638* NAVD 88     -      1222.5    (meters)    4011.     (feet)  VERTCON   
 CE0638  ___________________________________________________________________
 CE0638  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CE0638  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CE0638
 CE0638  HORZ ORDER  -  SECOND
 CE0638
 CE0638.The horizontal coordinates were established by classical geodetic methods
 CE0638.and adjusted by the National Geodetic Survey in February 1996..
 CE0638
 CE0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0638
 CE0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0638
 CE0638.The geoid height was determined by GEOID03.
 CE0638
 CE0638;                    North         East     Units Scale Factor Converg.
 CE0638;SPC TX C     - 3,271,254.096   126,061.025   MT  1.00002504   -3 07 44.1
 CE0638;SPC TX C     -10,732,439.48    413,585.21   sFT  1.00002504   -3 07 44.1
 CE0638;UTM  13      - 3,538,204.557   366,939.014   MT  0.99981835   -0 44 44.8
 CE0638
 CE0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0638!SPC TX C     -   0.99981184  x   1.00002504  =   0.99983687
 CE0638!UTM  13      -   0.99981184  x   0.99981835  =   0.99963022
 CE0638
 CE0638:                Primary Azimuth Mark                     Grid Az
 CE0638:SPC TX C     -  REEVES RM A                              045 04 16.8
 CE0638:UTM  13      -  REEVES RM A                              042 41 17.5
 CE0638
 CE0638|---------------------------------------------------------------------|
 CE0638| PID    Reference Object                     Distance      Geod. Az  |
 CE0638|                                                           dddmmss.s |
 CE0638| CE0632 REEVES RM A                         APPROX. 2.9 KM 0415632.7 |
 CE0638| CE0633 EL PASO NATURAL GAS COMPANY TANK    APPROX. 1.0 KM 1031607.5 |
 CE0638|---------------------------------------------------------------------|
 CE0638
 CE0638                          SUPERSEDED SURVEY CONTROL
 CE0638
 CE0638  NAD 83(1993)-  31 58 19.41160(N)    106 24 29.62369(W) AD(       ) 2
 CE0638  NAD 83(1986)-  31 58 19.41472(N)    106 24 29.62180(W) AD(       ) 2
 CE0638  NAD 27      -  31 58 19.04295(N)    106 24 27.66996(W) AD(       ) 2
 CE0638  NGVD 29 (07/19/86) 1221.9    (m)         4009.     (f) VERT ANG       
 CE0638
 CE0638.Superseded values are not recommended for survey control.
 CE0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0638.See file dsdata.txt to determine how the superseded data were derived.
 CE0638
 CE0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6693938205(NAD 83)
 CE0638_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0638+STABILITY: SURFACE MOTION
 CE0638
 CE0638  HISTORY     - Date     Condition        Report By
 CE0638  HISTORY     - 1981     MONUMENTED       TX2190
 CE0638
 CE0638                          STATION DESCRIPTION
 CE0638
 CE0638'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0638'THE STATION IS LOCATED
 CE0638'ABOUT 25.7 KM (16 MI) NORTHEAST OF DOWNTOWN EL PASO
 CE0638'AND ON THE RIGHT-OF-WAY OF FM 2595.
 CE0638'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAY AND PUBLIC
 CE0638'TRANSP, 212 NORTH CLARK, EL PASO, TEXAS 79905,
 CE0638'TELEPHONE NUMBER 915-778-4254.
 CE0638'
 CE0638'TO REACH THE STATION FROM THE JUNCTION OF TRANS MOUNTAIN
 CE0638'ROAD AND MCCOMBS STREET, GO NORTH ON MCCOMBS STREET FOR
 CE0638'7.9 KM (4.9 MI) TO THE STATION ON THE RIGHT,
 CE0638'6 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER.
 CE0638'
 CE0638'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0638'STAMPED---NE 3 EPGS 1980---,
 CE0638'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0638'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 CE0638'33.8 METERS (111 FT) EAST FROM CENTER OF HIGHWAY FM 2595,
 CE0638'8.7 METERS (28.5 FT) WEST FROM A BARBED WIRE FENCE, AND
 CE0638'3.5 METERS (11.5 FT) NORTH-NORTHWEST FROM A GUYED WOODEN POLE.
 CE0638'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0638'STAMPED---NE 3 EPGS 1980---,
 CE0638'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CE0638'
 CE0638'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0638'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0637 ***********************************************************************
 CE0637  DESIGNATION -  NE 4
 CE0637  PID         -  CE0637
 CE0637  STATE/COUNTY-  TX/EL PASO
 CE0637  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0637
 CE0637                         *CURRENT SURVEY CONTROL
 CE0637  ___________________________________________________________________
 CE0637* NAD 83(1993)-  31 56 34.57623(N)    106 24 28.07607(W)     ADJUSTED  
 CE0637* NAVD 88     -      1211.0    (meters)    3973.     (feet)  VERTCON   
 CE0637  ___________________________________________________________________
 CE0637  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CE0637  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CE0637
 CE0637  HORZ ORDER  -  SECOND
 CE0637
 CE0637.The horizontal coordinates were established by classical geodetic methods
 CE0637.and adjusted by the National Geodetic Survey in February 1996..
 CE0637
 CE0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0637
 CE0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0637
 CE0637.The geoid height was determined by GEOID03.
 CE0637
 CE0637;                    North         East     Units Scale Factor Converg.
 CE0637;SPC TX C     - 3,268,027.544   125,925.352   MT  1.00001656   -3 07 43.3
 CE0637;SPC TX C     -10,721,853.70    413,140.09   sFT  1.00001656   -3 07 43.3
 CE0637;UTM  13      - 3,534,975.807   366,937.642   MT  0.99981836   -0 44 41.8
 CE0637
 CE0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0637!SPC TX C     -   0.99981365  x   1.00001656  =   0.99983021
 CE0637!UTM  13      -   0.99981365  x   0.99981836  =   0.99963204
 CE0637
 CE0637:                Primary Azimuth Mark                     Grid Az
 CE0637:SPC TX C     -  EL PASO NATURAL GAS COMPANY TANK         020 35 59.3
 CE0637:UTM  13      -  EL PASO NATURAL GAS COMPANY TANK         018 12 57.8
 CE0637
 CE0637|---------------------------------------------------------------------|
 CE0637| PID    Reference Object                     Distance      Geod. Az  |
 CE0637|                                                           dddmmss.s |
 CE0637| CE0633 EL PASO NATURAL GAS COMPANY TANK    APPROX. 3.1 KM 0172816.0 |
 CE0637| CE0590 EL PASO FT BLISS HAWKNEST E TK      APPROX. 7.8 KM 1670445.7 |
 CE0637| CE0591 EL PASO FT BLISS HAWKNEST W TK      APPROX. 7.8 KM 1701522.6 |
 CE0637| CE0643 CELIA                               APPROX. 3.2 KM 2720048.6 |
 CE0637|---------------------------------------------------------------------|
 CE0637
 CE0637                          SUPERSEDED SURVEY CONTROL
 CE0637
 CE0637  NAD 83(1993)-  31 56 34.57700(N)    106 24 28.07609(W) AD(       ) 2
 CE0637  NAD 83(1986)-  31 56 34.58018(N)    106 24 28.07455(W) AD(       ) 2
 CE0637  NAD 27      -  31 56 34.20569(N)    106 24 26.12394(W) AD(       ) 2
 CE0637  NGVD 29 (07/19/86) 1210.4    (m)         3971.     (f) VERT ANG       
 CE0637
 CE0637.Superseded values are not recommended for survey control.
 CE0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0637.See file dsdata.txt to determine how the superseded data were derived.
 CE0637
 CE0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6693834976(NAD 83)
 CE0637_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0637+STABILITY: SURFACE MOTION
 CE0637
 CE0637  HISTORY     - Date     Condition        Report By
 CE0637  HISTORY     - 1981     MONUMENTED       TX2190
 CE0637
 CE0637                          STATION DESCRIPTION
 CE0637
 CE0637'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0637'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) NORTH OF THE CENTER
 CE0637'OF EL PASO IN THE MEDIAN OF MCCOMBS STREET.
 CE0637'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0637'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0637'915-543-4200.
 CE0637'
 CE0637'TO REACH THE STATION FROM THE JUNCTION OF DYER STREET
 CE0637'(HIGHWAY 54) AND MCCOMBS (FARM ROAD 2529), ABOUT
 CE0637'16.9 KM (10.5 MI) FROM CENTER OF EL PASO, GO NORTH
 CE0637'ON MCCOMBS (FARM ROAD 2529) FOR 4.7 KM (2.9 MI)
 CE0637'TO THE STATION ON THE LEFT.
 CE0637'
 CE0637'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0637'STAMPED---EPGS NE 4 1981---,
 CE0637'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0637'RECESSED 22 CM BELOW THE GROUND.  IT IS LOCATED
 CE0637'12.0 METERS (39.4 FT) EAST-NORTHEAST FROM CENTER OF SOUTH BOUND
 CE0637'LANE OF MCCOMBS (FARM ROAD 2525) AND
 CE0637'11.9 METERS (39.4 FT) WEST-SOUTHWEST FROM CENTER OF NORTH BOUND
 CE0637'LANE OF MCCOMBS (FARM ROAD 2529).
 CE0637'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0637'STAMPED---EPGS NE 4 1981---,
 CE0637'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0637'
 CE0637'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0639 ***********************************************************************
 CE0639  DESIGNATION -  NE 5
 CE0639  PID         -  CE0639
 CE0639  STATE/COUNTY-  TX/EL PASO
 CE0639  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0639
 CE0639                         *CURRENT SURVEY CONTROL
 CE0639  ___________________________________________________________________
 CE0639* NAD 83(1993)-  31 55 14.56803(N)    106 24 58.73762(W)     ADJUSTED  
 CE0639* NAVD 88     -      1205.1    (meters)    3954.     (feet)  VERTCON   
 CE0639  ___________________________________________________________________
 CE0639  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 CE0639  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CE0639
 CE0639  HORZ ORDER  -  SECOND
 CE0639
 CE0639.The horizontal coordinates were established by classical geodetic methods
 CE0639.and adjusted by the National Geodetic Survey in February 1996..
 CE0639
 CE0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0639
 CE0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0639
 CE0639.The geoid height was determined by GEOID03.
 CE0639
 CE0639;                    North         East     Units Scale Factor Converg.
 CE0639;SPC TX C     - 3,265,610.802   124,986.542   MT  1.00001026   -3 07 59.1
 CE0639;SPC TX C     -10,713,924.77    410,060.01   sFT  1.00001026   -3 07 59.1
 CE0639;UTM  13      - 3,532,522.581   366,100.332   MT  0.99982112   -0 44 56.3
 CE0639
 CE0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0639!SPC TX C     -   0.99981458  x   1.00001026  =   0.99982483
 CE0639!UTM  13      -   0.99981458  x   0.99982112  =   0.99963573
 CE0639
 CE0639:                Primary Azimuth Mark                     Grid Az
 CE0639:SPC TX C     -  EL PASO TV TOWER KDBC                    206 19 16.9
 CE0639:UTM  13      -  EL PASO TV TOWER KDBC                    203 56 14.1
 CE0639
 CE0639|---------------------------------------------------------------------|
 CE0639| PID    Reference Object                     Distance      Geod. Az  |
 CE0639|                                                           dddmmss.s |
 CE0639| CE0619 EL PASO TV TOWER KDBC               APPROX.15.4 KM 2031117.8 |
 CE0639| CE0621 EL PASO TV TOWER KTSM               APPROX.14.3 KM 2061747.0 |
 CE0639| CE0622 EL PASO TV TOWER KCIK               APPROX.13.6 KM 2102844.4 |
 CE0639| CE0643 CELIA                               APPROX. 3.5 KM 3171448.3 |
 CE0639|---------------------------------------------------------------------|
 CE0639
 CE0639                          SUPERSEDED SURVEY CONTROL
 CE0639
 CE0639  NAD 83(1993)-  31 55 14.56878(N)    106 24 58.73749(W) AD(       ) 2
 CE0639  NAD 83(1986)-  31 55 14.57199(N)    106 24 58.73625(W) AD(       ) 2
 CE0639  NAD 27      -  31 55 14.19538(N)    106 24 56.78579(W) AD(       ) 2
 CE0639  NGVD 29 (07/19/86) 1204.5    (m)         3952.     (f) VERT ANG       
 CE0639
 CE0639.Superseded values are not recommended for survey control.
 CE0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0639.See file dsdata.txt to determine how the superseded data were derived.
 CE0639
 CE0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6610032523(NAD 83)
 CE0639_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0639+STABILITY: SURFACE MOTION
 CE0639
 CE0639  HISTORY     - Date     Condition        Report By
 CE0639  HISTORY     - 1981     MONUMENTED       TX2190
 CE0639
 CE0639                          STATION DESCRIPTION
 CE0639
 CE0639'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0639'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) FROM CENTER
 CE0639'OF EL PASO AT JUNCTION OF WADSWORTH AVENUE AND OLGA
 CE0639'STREET.
 CE0639'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0639'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0639'915-543-4200.
 CE0639'
 CE0639'TO REACH THE STATION FROM DYER STREET (U.S. HIGHWAY 54) AND MCCOMBS
 CE0639'(FARM ROAD 2529), ABOUT 16.9 KM (10.5 MI) FROM CENTER OF
 CE0639'EL PASO, GO NORTH ON MCCOMBS (FARM ROAD 2529)
 CE0639'FOR 1.0 KM (1.4 MI) TO WADSWORTH AVE.  TURN WEST ON WADSWORTH
 CE0639'AVENUE AND GO 0.9 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 CE0639'
 CE0639'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0639'STAMPED---EPGS NE 5 1981---,
 CE0639'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0639'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 CE0639'18.1 METERS (59.3 FT) NORTH FROM NORTHEAST SCHOOL FENCE CORNER,
 CE0639'12.9 METERS (42.2 FT) NORTHWEST FROM CITY MONUMENT, AND
 CE0639'9.8 METERS (32.0 FT) WEST FROM SOUTHWEST FENCE CORNER.
 CE0639'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0639'STAMPED---EPGS NE 5 1981---,
 CE0639'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0639'
 CE0639'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0646 ***********************************************************************
 CE0646  DESIGNATION -  NE 6
 CE0646  PID         -  CE0646
 CE0646  STATE/COUNTY-  TX/EL PASO
 CE0646  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0646
 CE0646                         *CURRENT SURVEY CONTROL
 CE0646  ___________________________________________________________________
 CE0646* NAD 83(1993)-  31 55 41.24111(N)    106 27 02.50554(W)     ADJUSTED  
 CE0646* NAVD 88     -      1300.5    (meters)    4267.     (feet)  VERTCON   
 CE0646  ___________________________________________________________________
 CE0646  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 CE0646  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CE0646
 CE0646  HORZ ORDER  -  SECOND
 CE0646
 CE0646.The horizontal coordinates were established by classical geodetic methods
 CE0646.and adjusted by the National Geodetic Survey in February 1996..
 CE0646
 CE0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0646
 CE0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0646
 CE0646.The geoid height was determined by GEOID03.
 CE0646
 CE0646;                    North         East     Units Scale Factor Converg.
 CE0646;SPC TX C     - 3,266,609.355   121,785.089   MT  1.00001234   -3 09 02.9
 CE0646;SPC TX C     -10,717,200.86    399,556.58   sFT  1.00001234   -3 09 02.9
 CE0646;UTM  13      - 3,533,386.952   362,860.716   MT  0.99983195   -0 46 02.4
 CE0646
 CE0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0646!SPC TX C     -   0.99979957  x   1.00001234  =   0.99981191
 CE0646!UTM  13      -   0.99979957  x   0.99983195  =   0.99963155
 CE0646
 CE0646:                Primary Azimuth Mark                     Grid Az
 CE0646:SPC TX C     -  CELIA                                    029 30 01.0
 CE0646:UTM  13      -  CELIA                                    027 07 00.5
 CE0646
 CE0646|---------------------------------------------------------------------|
 CE0646| PID    Reference Object                     Distance      Geod. Az  |
 CE0646|                                                           dddmmss.s |
 CE0646| CE0643 CELIA                               APPROX. 2.0 KM 0262058.1 |
 CE0646| CE0590 EL PASO FT BLISS HAWKNEST E TK      APPROX. 8.4 KM 1355402.9 |
 CE0646| CE0591 EL PASO FT BLISS HAWKNEST W TK      APPROX. 8.1 KM 1380921.9 |
 CE0646|---------------------------------------------------------------------|
 CE0646
 CE0646                          SUPERSEDED SURVEY CONTROL
 CE0646
 CE0646  NAD 83(1993)-  31 55 41.24170(N)    106 27 02.50541(W) AD(       ) 2
 CE0646  NAD 83(1986)-  31 55 41.24526(N)    106 27 02.50419(W) AD(       ) 2
 CE0646  NAD 27      -  31 55 40.87044(N)    106 27 00.55031(W) AD(       ) 2
 CE0646  NGVD 29 (07/19/86) 1300.0    (m)         4265.     (f) VERT ANG       
 CE0646
 CE0646.Superseded values are not recommended for survey control.
 CE0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0646.See file dsdata.txt to determine how the superseded data were derived.
 CE0646
 CE0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6286133387(NAD 83)
 CE0646_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0646_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0646+STABILITY: SURFACE MOTION
 CE0646
 CE0646  HISTORY     - Date     Condition        Report By
 CE0646  HISTORY     - 1981     MONUMENTED       TX2190
 CE0646
 CE0646                          STATION DESCRIPTION
 CE0646
 CE0646'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0646'THE STATION IS LOCATED ABOUT 18.9 KM (11-3/4 MI)
 CE0646'NORTH-NORTHEAST OF DOWNTOWN ELPASO.
 CE0646'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0646'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0646'915-543-4200.
 CE0646'
 CE0646'TO REACH THE STATION FROM THE INTERSECTION OF TRANS MOUNTAIN
 CE0646'ROAD (LOOP 375) AND WAR ROAD 11 (FARM ROAD 3255), GO NORTH
 CE0646'ON WAR ROAD 11 FOR 3.2 KM (2 MI) TO A DIRT ROAD ON THE LEFT.
 CE0646'TURN LEFT AND GO WEST FOR 0.2 KM (0.1 MI) TO A DIRT ROAD
 CE0646'ADJACENT TO A FENCE.  TURN RIGHT AND THEN LEFT AND FOLLOW
 CE0646'ROAD WEST ACROSS THE FENCE FOR 0.2 KM (0.15 MI) TO A
 CE0646'GRAVEL ROAD.  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.4 KM
 CE0646'(0.25 MI) TO A JUNCTION.  CONTINUE ON THE GRAVEL ROAD FOR
 CE0646'0.16 KM (0.1 MI) TO THE STATION ON THE SMALL HILL ON THE
 CE0646'SOUTH SIDE OF THE ROAD.
 CE0646'
 CE0646'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0646'STAMPED---NE 6 EPGS 1980---,
 CE0646'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0646'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0646'9.45 METERS (31.0 FT) SOUTH FROM THE CENTER OF THE GRAVEL ROAD,
 CE0646'AND
 CE0646'7.9 METERS (25.9 FT) NORTH FROM A DROPOFF TO THE SOUTH.
 CE0646'
 CE0646'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0635 ***********************************************************************
 CE0635  DESIGNATION -  NE 7
 CE0635  PID         -  CE0635
 CE0635  STATE/COUNTY-  TX/EL PASO
 CE0635  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0635
 CE0635                         *CURRENT SURVEY CONTROL
 CE0635  ___________________________________________________________________
 CE0635* NAD 83(1993)-  31 55 42.39512(N)    106 23 25.61238(W)     ADJUSTED  
 CE0635* NAVD 88     -      1190.6    (meters)    3906.     (feet)  VERTCON   
 CE0635  ___________________________________________________________________
 CE0635  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CE0635  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0635
 CE0635  HORZ ORDER  -  SECOND
 CE0635
 CE0635.The horizontal coordinates were established by classical geodetic methods
 CE0635.and adjusted by the National Geodetic Survey in February 1996..
 CE0635
 CE0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0635
 CE0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0635
 CE0635.The geoid height was determined by GEOID03.
 CE0635
 CE0635;                    North         East     Units Scale Factor Converg.
 CE0635;SPC TX C     - 3,266,333.228   127,476.034   MT  1.00001243   -3 07 11.2
 CE0635;SPC TX C     -10,716,294.93    418,227.62   sFT  1.00001243   -3 07 11.2
 CE0635;UTM  13      - 3,533,347.786   368,557.140   MT  0.99981308   -0 44 07.6
 CE0635
 CE0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0635!SPC TX C     -   0.99981686  x   1.00001243  =   0.99982929
 CE0635!UTM  13      -   0.99981686  x   0.99981308  =   0.99962997
 CE0635
 CE0635:                Primary Azimuth Mark                     Grid Az
 CE0635:SPC TX C     -  EL PASO FT BLISS HAWKNEST W TK           186 14 39.6
 CE0635:UTM  13      -  EL PASO FT BLISS HAWKNEST W TK           183 51 36.0
 CE0635
 CE0635|---------------------------------------------------------------------|
 CE0635| PID    Reference Object                     Distance      Geod. Az  |
 CE0635|                                                           dddmmss.s |
 CE0635| CE0591 EL PASO FT BLISS HAWKNEST W TK      APPROX. 6.0 KM 1830728.4 |
 CE0635| CE0416 TRANS                               APPROX. 3.6 KM 2054319.1 |
 CE0635| CE0633 EL PASO NATURAL GAS COMPANY TANK    APPROX. 4.7 KM 3512340.4 |
 CE0635|---------------------------------------------------------------------|
 CE0635
 CE0635                          SUPERSEDED SURVEY CONTROL
 CE0635
 CE0635  NAD 83(1993)-  31 55 42.39641(N)    106 23 25.61270(W) AD(       ) 2
 CE0635  NAD 83(1986)-  31 55 42.39894(N)    106 23 25.61106(W) AD(       ) 2
 CE0635  NAD 27      -  31 55 42.02145(N)    106 23 23.66114(W) AD(       ) 2
 CE0635  NGVD 29 (07/19/86) 1190.0    (m)         3904.     (f) VERT ANG       
 CE0635
 CE0635.Superseded values are not recommended for survey control.
 CE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0635.See file dsdata.txt to determine how the superseded data were derived.
 CE0635
 CE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6855733348(NAD 83)
 CE0635_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0635+STABILITY: SURFACE MOTION
 CE0635
 CE0635  HISTORY     - Date     Condition        Report By
 CE0635  HISTORY     - 1981     MONUMENTED       TX2190
 CE0635
 CE0635                          STATION DESCRIPTION
 CE0635
 CE0635'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0635'THE STATION IS LOCATED ABOUT 20.1 KM (12-1/2 MI) NORTHEAST
 CE0635'FROM THE CENTER OF EL PASO, 19.7 KM (12-3/4 MI)EAST-SOUTHEAST
 CE0635'OF ANTHONY, AND 10.9 KM (6-3/4 MI) SOUTHWEST OF NEWMAN,
 CE0635'ON THE ROAD RIGHT-OF-WAY.
 CE0635'OWNERSHIP--EL PASO WATER UTILITIES, 320 S. CAMPBELL,
 CE0635'EL PASO, TX 79901.  PERMISSION BY MR. ROBERT PARSONS.
 CE0635'
 CE0635'TO REACH THE STATION FROM THE JUNCTION OF TRANS MOUNTAIN
 CE0635'ROAD AND DYER STREET (LOOP 375) IN THE NORTH EDGE OF
 CE0635'EL PASO, GO NORTH ON DYER STREET FOR 0.9 KM (0.55 MI) TO
 CE0635'A CROSSROAD (DEER AVENUE).  CONTINUE NORTH ON DYER STREET
 CE0635'FOR 2.8 KM (1.75) MI TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT
 CE0635'AND GO WEST 0.1 KM (0.05 MI) TO A FENCE CORNER AND THE
 CE0635'STATION ON THE RIGHT.
 CE0635'
 CE0635'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0635'STAMPED---EPGS NE 7 1980---,
 CE0635'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0635'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 CE0635'17.07 METERS WEST FROM THE CENTER OF A TRACK ROAD,
 CE0635'7.62 METERS NORTH FROM THE CENTER OF A GRAVEL ROAD, AND
 CE0635'1.21 METERS NORTHEAST FROM THE UTILITY POLE 12-14.
 CE0635'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0635'STAMPED---EPGS NE 7 1980---,
 CE0635'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0635'
 CE0635'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0635'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0641 ***********************************************************************
 CE0641  DESIGNATION -  NE 8
 CE0641  PID         -  CE0641
 CE0641  STATE/COUNTY-  TX/EL PASO
 CE0641  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0641
 CE0641                         *CURRENT SURVEY CONTROL
 CE0641  ___________________________________________________________________
 CE0641* NAD 83(1993)-  31 52 54.57673(N)    106 25 32.77285(W)     ADJUSTED  
 CE0641* NAVD 88     -      1194.0    (meters)    3917.     (feet)  VERTCON   
 CE0641  ___________________________________________________________________
 CE0641  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 CE0641  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0641
 CE0641  HORZ ORDER  -  SECOND
 CE0641
 CE0641.The horizontal coordinates were established by classical geodetic methods
 CE0641.and adjusted by the National Geodetic Survey in February 1996..
 CE0641
 CE0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0641
 CE0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0641
 CE0641.The geoid height was determined by GEOID03.
 CE0641
 CE0641;                    North         East     Units Scale Factor Converg.
 CE0641;SPC TX C     - 3,261,354.224   123,857.705   MT  0.99999960   -3 08 16.7
 CE0641;SPC TX C     -10,699,959.65    406,356.49   sFT  0.99999960   -3 08 16.7
 CE0641;UTM  13      - 3,528,223.508   365,149.740   MT  0.99982427   -0 45 11.4
 CE0641
 CE0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0641!SPC TX C     -   0.99981631  x   0.99999960  =   0.99981591
 CE0641!UTM  13      -   0.99981631  x   0.99982427  =   0.99964061
 CE0641
 CE0641:                Primary Azimuth Mark                     Grid Az
 CE0641:SPC TX C     -  TRANS                                    045 59 24.7
 CE0641:UTM  13      -  TRANS                                    043 36 19.4
 CE0641
 CE0641|---------------------------------------------------------------------|
 CE0641| PID    Reference Object                     Distance      Geod. Az  |
 CE0641|                                                           dddmmss.s |
 CE0641| CE0416 TRANS                               APPROX. 2.6 KM 0425108.0 |
 CE0641| CE0590 EL PASO FT BLISS HAWKNEST E TK      APPROX. 3.6 KM 1040405.4 |
 CE0641| CE0587 EL PASO BIGGS FIELD E TANK          APPROX. 7.1 KM 1415203.4 |
 CE0641| CE0597 EL PASO NAT GAS NO 3 TANK           APPROX. 2.6 KM 1530549.7 |
 CE0641|---------------------------------------------------------------------|
 CE0641
 CE0641                          SUPERSEDED SURVEY CONTROL
 CE0641
 CE0641  NAD 83(1993)-  31 52 54.57784(N)    106 25 32.77274(W) AD(       ) 2
 CE0641  NAD 83(1986)-  31 52 54.58066(N)    106 25 32.77170(W) AD(       ) 2
 CE0641  NAD 27      -  31 52 54.19923(N)    106 25 30.82018(W) AD(       ) 2
 CE0641  NGVD 29 (07/19/86) 1193.5    (m)         3916.     (f) VERT ANG       
 CE0641
 CE0641.Superseded values are not recommended for survey control.
 CE0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0641.See file dsdata.txt to determine how the superseded data were derived.
 CE0641
 CE0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6515028224(NAD 83)
 CE0641_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0641+STABILITY: SURFACE MOTION
 CE0641
 CE0641  HISTORY     - Date     Condition        Report By
 CE0641  HISTORY     - 1981     MONUMENTED       TX2190
 CE0641
 CE0641                          STATION DESCRIPTION
 CE0641
 CE0641'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0641'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) SOUTH OF
 CE0641'LOOP 375 (TRANS MOUNTAIN ROAD), 1.4 KM (0.9 MI) EAST OF
 CE0641'U.S. HIGHWAY 54, AND ON TOP OF A DAM.
 CE0641'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0641'CIVIC CENTER PLAZA, EL PASO, TEXAS 79999, TELEPHONE NUMBER
 CE0641'915-543-4200.
 CE0641'
 CE0641'TO REACH THE STATION FROM THE INTERSECTION OF DYER STREET
 CE0641'AND DIANA AVENUE, GO NORTHWEST ON DIANA AVENUE FOR 1.0 KM
 CE0641'(0.6 MI) TO AN ENTRANCE TO THE TOP OF DAM ON THE RIGHT.
 CE0641'TURN RIGHT ONTO THE DAM AND TURN RIGHT ON THE DAM AND GO
 CE0641'EAST AND NORTHEAST FOR 1.0 KM (0.6 MI) TO THE STATION ON
 CE0641'THE RIGHT.
 CE0641'
 CE0641'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0641'STAMPED---NE 8 EPGS 1980---,
 CE0641'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0641'FLUSH WITH GROUND.  IT IS LOCATED
 CE0641'122.2 METERS (401.0 FT) SOUTH-SOUTHWEST FROM THE GAGE OF A GAGING
 CE0641'STATION AND
 CE0641'2.8 METERS (9.18 FT) EAST-SOUTHEAST FROM A 0.5 METER DIAMETER
 CE0641'ROUND CONCRETE MONUMENT WITH METAL SPIKE.
 CE0641'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0641'STAMPED---NE 8 EPGS 1980---,
 CE0641'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CE0641'
 CE0641'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0645 ***********************************************************************
 CE0645  DESIGNATION -  NE 9
 CE0645  PID         -  CE0645
 CE0645  STATE/COUNTY-  TX/EL PASO
 CE0645  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0645
 CE0645                         *CURRENT SURVEY CONTROL
 CE0645  ___________________________________________________________________
 CE0645* NAD 83(1993)-  31 54 12.49040(N)    106 26 55.83976(W)     ADJUSTED  
 CE0645* NAVD 88     -      1265.0    (meters)    4150.     (feet)  VERTCON   
 CE0645  ___________________________________________________________________
 CE0645  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 CE0645  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CE0645
 CE0645  HORZ ORDER  -  SECOND
 CE0645
 CE0645.The horizontal coordinates were established by classical geodetic methods
 CE0645.and adjusted by the National Geodetic Survey in February 1996..
 CE0645
 CE0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0645
 CE0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0645
 CE0645.The geoid height was determined by GEOID03.
 CE0645
 CE0645;                    North         East     Units Scale Factor Converg.
 CE0645;SPC TX C     - 3,263,870.184   121,809.718   MT  1.00000547   -3 08 59.5
 CE0645;SPC TX C     -10,708,214.10    399,637.38   sFT  1.00000547   -3 08 59.5
 CE0645;UTM  13      - 3,530,651.661   362,999.228   MT  0.99983148   -0 45 56.9
 CE0645
 CE0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0645!SPC TX C     -   0.99980515  x   1.00000547  =   0.99981061
 CE0645!UTM  13      -   0.99980515  x   0.99983148  =   0.99963666
 CE0645
 CE0645:                Primary Azimuth Mark                     Grid Az
 CE0645:SPC TX C     -  TRANS                                    100 13 21.5
 CE0645:UTM  13      -  TRANS                                    097 50 18.9
 CE0645
 CE0645|---------------------------------------------------------------------|
 CE0645| PID    Reference Object                     Distance      Geod. Az  |
 CE0645|                                                           dddmmss.s |
 CE0645| CE0416 TRANS                               APPROX. 4.0 KM 0970422.0 |
 CE0645| CE0590 EL PASO FT BLISS HAWKNEST E TK      APPROX. 6.5 KM 1200429.3 |
 CE0645| CE0587 EL PASO BIGGS FIELD E TANK          APPROX.10.3 KM 1403306.8 |
 CE0645| CE0588 EL PASO BIGGS FIELD STEEL TANK      APPROX.10.1 KM 1432525.6 |
 CE0645|---------------------------------------------------------------------|
 CE0645
 CE0645                          SUPERSEDED SURVEY CONTROL
 CE0645
 CE0645  NAD 83(1993)-  31 54 12.49135(N)    106 26 55.83982(W) AD(       ) 2
 CE0645  NAD 83(1986)-  31 54 12.49441(N)    106 26 55.83863(W) AD(       ) 2
 CE0645  NAD 27      -  31 54 12.11594(N)    106 26 53.88412(W) AD(       ) 2
 CE0645  NGVD 29 (07/19/86) 1264.5    (m)         4149.     (f) VERT ANG       
 CE0645
 CE0645.Superseded values are not recommended for survey control.
 CE0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0645.See file dsdata.txt to determine how the superseded data were derived.
 CE0645
 CE0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6299930652(NAD 83)
 CE0645_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0645+STABILITY: SURFACE MOTION
 CE0645
 CE0645  HISTORY     - Date     Condition        Report By
 CE0645  HISTORY     - 1981     MONUMENTED       TX2190
 CE0645
 CE0645                          STATION DESCRIPTION
 CE0645
 CE0645'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0645'THE STATION IS LOCATED AT THE WILDERNESS PARK MUSEUM ON
 CE0645'TRANS MOUNTAIN ROAD, JUST WEST OF GATEWAY SOUTH BOULEVARD.
 CE0645'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0645'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0645'915 543-4200.
 CE0645'
 CE0645'TO REACH THE STATION FROM THE JUNCTION OF TRANS MOUNTAIN
 CE0645'ROAD AND GATEWAY SOUTH BOULEVARD, GO WESTERLY ON TRANS
 CE0645'MOUNTAIN ROAD FOR 1.0 KM (0.6 MI) TO A PAVED ROAD ON THE
 CE0645'RIGHT LEADING TO THE WILDERNESS PARK MUSEUM.  TURN RIGHT
 CE0645'AND GO 0.1 KM (0.05 MI) TO A PAVED ROAD INTO A PARKING
 CE0645'AREA.  ENTER PARKING AREA AND GO ABOUT 100 FEET TO EAST EDGE OF
 CE0645'PARKING AREA.  JUMP CURB AND GO TO SOUTHEAST CORNER OF
 CE0645'BUILDING TO THE STATION.
 CE0645'
 CE0645'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0645'STAMPED---NE 9 EPGS 1980---,
 CE0645'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0645'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 CE0645'21.7 METERS (71.2 FT) WEST FROM A STONE STRUCTURE HOLDING PROPANE
 CE0645'TANK,
 CE0645'15.0 METERS (49.4 FT) SOUTHWEST FROM A POWERLINE POLE NO 11 AND
 CE0645'8.1 METERS (26.6 FT) EAST FROM SOUTHEAST CORNER OF MUSEUM.
 CE0645'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0645'STAMPED---NE 9 EPGS 1980---,
 CE0645'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0645'
 CE0645'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0645'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6168 ***********************************************************************
 AW6168  DESIGNATION -  NEAL
 AW6168  PID         -  AW6168
 AW6168  STATE/COUNTY-  TX/HARRIS
 AW6168  USGS QUAD   -  MORGANS POINT (1993)
 AW6168
 AW6168                         *CURRENT SURVEY CONTROL
 AW6168  ___________________________________________________________________
 AW6168* NAD 83(1993)-  29 40 00.43781(N)    094 59 54.14816(W)     ADJUSTED  
 AW6168* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AW6168  ___________________________________________________________________
 AW6168  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AW6168  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW6168
 AW6168  HORZ ORDER  -  SECOND
 AW6168
 AW6168.The horizontal coordinates were established by classical geodetic methods
 AW6168.and adjusted by the National Geodetic Survey in February 1996..
 AW6168
 AW6168.The orthometric height was scaled from a topographic map.
 AW6168
 AW6168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6168
 AW6168.The geoid height was determined by GEOID03.
 AW6168
 AW6168;                    North         East     Units Scale Factor Converg.
 AW6168;SPC TXSC     - 4,209,822.225   987,263.227   MT  0.99987996   +1 57 37.6
 AW6168;SPC TXSC     -13,811,725.08  3,239,046.10   sFT  0.99987996   +1 57 37.6
 AW6168;UTM  15      - 3,283,533.498   306,600.625   MT  1.00006152   -0 59 21.9
 AW6168
 AW6168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6168!SPC TXSC     -   1.00000348  x   0.99987996  =   0.99988344
 AW6168!UTM  15      -   1.00000348  x   1.00006152  =   1.00006500
 AW6168
 AW6168|---------------------------------------------------------------------|
 AW6168| PID    Reference Object                     Distance      Geod. Az  |
 AW6168|                                                           dddmmss.s |
 AW6168| CW1076 NEAL RM 1                            25.380 METERS 05924     |
 AW6168| AW6161 OIL DERRICK SE OF GOOSE CREEK       APPROX. 8.8 KM 0901340.4 |
 AW6168| AW6118 HOUSTON YACHT CLUB BEACON           APPROX. 5.0 KM 1771309.3 |
 AW6168| AW6396 HOUSTON YACHT CLUB FLAGPOLE         APPROX. 5.5 KM 1821426.8 |
 AW6168| AW6393 SHOREACRES BLACK TANK               APPROX. 5.5 KM 1982038.6 |
 AW6168| AW6359 LA PORTE ST MARYS SEM STACK         APPROX. 1.7 KM 2183754.0 |
 AW6168| AW6336 LA PORTE ST MARYS CHURCH CROSS      APPROX. 1.7 KM 2234347.6 |
 AW6168|---------------------------------------------------------------------|
 AW6168
 AW6168                          SUPERSEDED SURVEY CONTROL
 AW6168
 AW6168  NAD 83(1986)-  29 40 00.45424(N)    094 59 54.12897(W) AD(       ) 2
 AW6168  NAD 27      -  29 39 59.64505(N)    094 59 53.39009(W) AD(       ) 2
 AW6168
 AW6168.Superseded values are not recommended for survey control.
 AW6168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6168.See file dsdata.txt to determine how the superseded data were derived.
 AW6168
 AW6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0660183533(NAD 83)
 AW6168_MARKER: DS = TRIANGULATION STATION DISK
 AW6168_SETTING: 0 = UNSPECIFIED SETTING
 AW6168
 AW6168  HISTORY     - Date     Condition        Report By
 AW6168  HISTORY     - 1932     MONUMENTED       CGS
 AW6168  HISTORY     - 1952     GOOD             CGS
 AW6168  HISTORY     - 1960     GOOD             CGS
 AW6168  HISTORY     - 1961     GOOD             CGS
 AW6168  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW6168  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AW6168  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW6168
 AW6168                          STATION DESCRIPTION
 AW6168
 AW6168'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6168'STATION IS ABOUT 1 MILE NE OF LA PORTE, IN BAY RIDGE SUBDIVISION,
 AW6168'AND ON THE PROPERTY LINE OF MR. J.W. NEAL AND A.F. SITTIO.
 AW6168'IT IS AT THE TOP OF BLUFF, 42 METERS W OF HIGH-WATER LINE OF
 AW6168'W SHORE OF GALVESTON BAY, ON THE S PROPERTY LINE OF J.W.
 AW6168'NEAL, 23.05 METERS S OF NE CORNER OF THE NEAL HOME, 19.60
 AW6168'METERS E OF NE CORNER OF THE A.F. SITTIO HOME, AND 3.5 METERS
 AW6168'N OF A 12-INCH WATER OAK.
 AW6168'
 AW6168'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW6168'SET IN CONCRETE.
 AW6168'
 AW6168'REFERENCE MARK 1 IS AT THE TOP OF BLUFF, 45 METERS W OF
 AW6168'HIGH-WATER LINE OF W SHORE OF GALVESTON BAY, ON THE PROPERTY
 AW6168'OF MR. J.M. CARY, 13.6 METERS S OF N PROPERTY LINE OF J.M.
 AW6168'CARY, 7.90 METERS S OF CENTER LINE OF CONCRETE WALK IN FRONT
 AW6168'OF THE CARY HOME, 21.5 METERS E OF NE CORNER OF THE J.W. NEAL
 AW6168'HOME, AND 23.6 METERS SSE OF NE CORNER OF THE J.M. CARY HOME.
 AW6168
 AW6168                          STATION RECOVERY (1952)
 AW6168
 AW6168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6168'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE PROPERTY
 AW6168'FORMERLY OWNED BY J.W. NEAL IS NOW OWNED BY A MR. MUCKLEY AND
 AW6168'THE A.F. SITTIO LOT NOW BELONGS TO MR. T.H. METTINGLY.
 AW6168'REFERENCE MEASUREMENTS AS FORMERLY LISTED ARE CORRECT.
 AW6168'
 AW6168'REFERENCE MARK 1 WAS NOT DUG FOR.  IT IS BELIEVED TO EXIST
 AW6168'BUT IS COVERED BY A LAWN.
 AW6168
 AW6168                          STATION RECOVERY (1960)
 AW6168
 AW6168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6168'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.
 AW6168'REVISED DESCRIPTION FOLLOWS.  LOCATED ABOUT 1 MILE NORTHEAST
 AW6168'OF LA PORTE IN THE BAY RIDGE SUB-DIVISION.  STATION IS ON
 AW6168'TOP OF THE BLUFF IN THE BACK YARD OF PROPERTY NOW OWNED BY
 AW6168'BAYSHORE PARK COMMISSION, 104.0 FEET NORTHWEST OF THE SHORELINE
 AW6168'OF GALVESTON BAY, 40.4 FEET EAST OF A POLE WITH BELL MOUNTED
 AW6168'ATOP, 11.0 FEET SOUTHEAST OF END OF HEDGE LINE, 39.5 FEET
 AW6168'SOUTHWEST OF SOUTHWEST EDGE OF A CONCRETE WALK AND 10.0 FEET
 AW6168'NORTH OF A LONE TREE.  A STANDARD DISK STAMPED NEAL 1932 IN
 AW6168'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6168'
 AW6168'R.M. 1 IS NORTHEAST OF THE STATION ALONG THE TOP OF THE
 AW6168'SLOPE, 100.0 FEET NORTHWEST OF THE SHORELINE, 14.8 FEET SOUTHEAST
 AW6168'OF A LONE TREE AND 1.6 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 AW6168'OF A CONCRETE WALK.  A STANDARD DISK STAMPED NEAL 1932 NO 1
 AW6168'IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6168'
 AW6168'TO REACH FROM THE TRAFFIC CIRCLE IN LA PORTE, GO NORTHEAST
 AW6168'ON EAST MAIN STREET 0.8 MILE TO SOUTH BLACKWELL ROAD, TURN
 AW6168'RIGHT ON SOUTH BLACKWELL ROAD 0.4 MILE TO A T-INTERSECTION,
 AW6168'TURN LEFT 100.0 FEET TO A REVERSE Y, CONTINUE STRAIGHT AHEAD
 AW6168'(AROUND 2 SHARP CURVES) 0.4 MILE TO A DRIVEWAY RIGHT, TURN
 AW6168'INTO DRIVEWAY 150.0 FEET TO STATION.
 AW6168
 AW6168                          STATION RECOVERY (1961)
 AW6168
 AW6168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6168'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 AW6168'1960 RECOVERY NOTE IS COMPLETE.
 AW6168
 AW6168                          STATION RECOVERY (2000)
 AW6168
 AW6168'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6168'MARK NOT FOUND.
 AW6168
 AW6168                          STATION RECOVERY (2003)
 AW6168
 AW6168'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6168'MARK NOT FOUND.
 AW6168
 AW6168                          STATION RECOVERY (2005)
 AW6168
 AW6168'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0908 ***********************************************************************
 EN0908  DESIGNATION -  NEAL
 EN0908  PID         -  EN0908
 EN0908  STATE/COUNTY-  TX/RANDALL
 EN0908  USGS QUAD   -  CANYON SE (1984)
 EN0908
 EN0908                         *CURRENT SURVEY CONTROL
 EN0908  ___________________________________________________________________
 EN0908* NAD 83(1993)-  34 50 34.87546(N)    101 51 57.14638(W)     ADJUSTED  
 EN0908* NAVD 88     -      1119.24   (+/-2cm)    3672.0    (feet)  VERTCON   
 EN0908  ___________________________________________________________________
 EN0908  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 EN0908  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EN0908
 EN0908  HORZ ORDER  -  FIRST
 EN0908  VERT ORDER  -  THIRD ? (See Below)
 EN0908
 EN0908.The horizontal coordinates were established by classical geodetic methods
 EN0908.and adjusted by the National Geodetic Survey in February 1996..
 EN0908
 EN0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0908.The vertical order pertains to the NGVD 29 superseded value.
 EN0908
 EN0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0908
 EN0908.The geoid height was determined by GEOID03.
 EN0908
 EN0908;                    North         East     Units Scale Factor Converg.
 EN0908;SPC TX N     - 1,093,584.773   166,537.757   MT  0.99996086   -0 12 43.3
 EN0908;SPC TX N     - 3,587,869.38    546,382.62   sFT  0.99996086   -0 12 43.3
 EN0908;UTM  14      - 3,859,381.139   237,947.559   MT  1.00044646   -1 38 17.9
 EN0908
 EN0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0908!SPC TX N     -   0.99982843  x   0.99996086  =   0.99978930
 EN0908!UTM  14      -   0.99982843  x   1.00044646  =   1.00027482
 EN0908
 EN0908:                Primary Azimuth Mark                     Grid Az
 EN0908:SPC TX N     -  AMARILLO SW MUNICIPAL TANK               001 12 56.1
 EN0908:UTM  14      -  AMARILLO SW MUNICIPAL TANK               002 38 30.7
 EN0908
 EN0908|---------------------------------------------------------------------|
 EN0908| PID    Reference Object                     Distance      Geod. Az  |
 EN0908|                                                           dddmmss.s |
 EN0908| FL1807 AMARILLO SW MUNICIPAL TANK          APPROX.40.6 KM 0010012.8 |
 EN0908| EN0899 HAPPY MUNICIPAL TANK                APPROX.11.0 KM 1751302.7 |
 EN0908| EO0605 AIRWAYS BLINKER                     APPROX.49.3 KM 2710049.9 |
 EN0908| CJ7160 NEAL RM 1                            59.400 METERS 27210     |
 EN0908| EN0909 CANYON RANDALL CTHSE CUP FLAG       APPROX.16.2 KM 3392310.6 |
 EN0908| EN0910 CANYON W TEX ST COLL WATER TK       APPROX.16.1 KM 3434204.8 |
 EN0908| FL1809 AIRWAYS BEACON 28                   APPROX.32.3 KM 3451808.2 |
 EN0908| CJ7161 NEAL RM 2                                          34954     |
 EN0908|---------------------------------------------------------------------|
 EN0908
 EN0908                          SUPERSEDED SURVEY CONTROL
 EN0908
 EN0908  NAD 83(1986)-  34 50 34.88269(N)    101 51 57.13929(W) AD(       ) 1
 EN0908  NAD 27      -  34 50 34.68200(N)    101 51 55.45600(W) AD(       ) 1
 EN0908  NGVD 29 (07/19/86) 1118.76   (m)         3670.5    (f) LEVELING    3  
 EN0908
 EN0908.Superseded values are not recommended for survey control.
 EN0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0908.See file dsdata.txt to determine how the superseded data were derived.
 EN0908
 EN0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3794859381(NAD 83)
 EN0908_MARKER: DS = TRIANGULATION STATION DISK
 EN0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0908
 EN0908  HISTORY     - Date     Condition        Report By
 EN0908  HISTORY     - 1932     MONUMENTED       CGS
 EN0908  HISTORY     - 1938     GOOD             TXHD
 EN0908  HISTORY     - 1956     GOOD             CGS
 EN0908  HISTORY     - 1962     GOOD             CGS
 EN0908  HISTORY     - 1966     GOOD             CGS
 EN0908
 EN0908                          STATION DESCRIPTION
 EN0908
 EN0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 EN0908'STATION IS ABOUT 9-1/2 MILES S AND 4 MILES E OF CANYON, ABOUT
 EN0908'6-1/2 MILES N AND 0.5 MILE W OF HAPPY, ABOUT 1-1/2 MILES E AND
 EN0908'0.5 MILE N OF RALPHS SIDING IN SECTION 53, BLOCK M8, ON LAND
 EN0908'OWNED AND OCCUPIED BY MR. C.L. NEAL.  STATION IS IN THE NE
 EN0908'CORNER OF THE LOT, N OF THE HOUSE, 100.8 FEET NW OF THE NW
 EN0908'CORNER OF THE BARN, ABOUT 14 METERS (46 FEET) N OF 2 SMALL
 EN0908'TREES, 3.10 METERS (10.2 FEET) W OF FENCE, AND 2.60 METERS
 EN0908'(8.5 FEET) S OF FENCE.
 EN0908'
 EN0908'TO REACH THE STATION FROM CANYON, GO E ON MAIN STREET TO ITS
 EN0908'INTERSECTION WITH U.S. HIGHWAY 385 GOING S.  THENCE S 10.3
 EN0908'MILES TO ROAD LEADING E AT A FILLING STATION ABOUT 0.2 MILE
 EN0908'N OF ELEVATOR AT RALPHS SIDING.  HERE TURN LEFT AND GO 1.4 MILES
 EN0908'TO CORNER, THEN N 1/4 MILE TO MR. NEALS HOUSE AND STATION.
 EN0908'
 EN0908'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EN0908'DISKS SET IN CONCRETE.
 EN0908'
 EN0908'REFERENCE MARK NO. 1 IS IN NW CORNER OF LOT, ABOUT 10 METERS
 EN0908'(33 FEET) E OF CENTER OF ROAD, AND 59.40 METERS (194.9 FEET)
 EN0908'FROM STATION, N 87 DEG 50 MIN W.
 EN0908'
 EN0908'REFERENCE MARK NO. 2 IS 1 FOOT E OF FENCE, E OF ROAD, AND 0.2 MILE
 EN0908'(BY SPEEDOMETER) FROM STATION, N 17 DEG 06 MIN W.
 EN0908'BEARING FROM STATION OF HAPPY, MUNICIPAL WATER TANK, IS
 EN0908'S 04 DEG 47 MIN E.
 EN0908
 EN0908                          STATION RECOVERY (1938)
 EN0908
 EN0908'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EN0908'ORIGINAL DESCRIPTION GOOD.  STATION MARK AND REFERENCE MARK NO. 1
 EN0908'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 NOT VISITED ON
 EN0908'ACCOUNT OF VERY SLIPPERY ROADS.
 EN0908
 EN0908                          STATION RECOVERY (1956)
 EN0908
 EN0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 EN0908'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 EN0908'AS DESCRIBED.
 EN0908
 EN0908                          STATION RECOVERY (1962)
 EN0908
 EN0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 EN0908'STATION RECOVERED AS DESCRIBED ALL MARKS FOUND IN GOOD
 EN0908'CONDITION.  ON PROPERTY OWNED BY MR. SUMMERS AND OCCUPIED BY
 EN0908'MR. R.C. STRICKLAND.  A NEW FARM HOME WAS BUILT AND THE OLD
 EN0908'HOUSE REMOVED.  THE STATION MARK IS IN PASTURE LOT S OF THE NEW
 EN0908'HOUSE AND SW OF OLD BARN, THE MARK PROJECTS ABOUT 5 INCHES.
 EN0908'REFERENCE MARK NO. 2 IS 0.2 MILE N OF HOUSE ON E SIDE OF GRADED
 EN0908'DIRT ROAD AT EDGE OF ROAD GRADE 15 INCHES W OF THE E RWY-OF-WAY
 EN0908'FENCELINE.  MR. STRICKLAND WAS INTERVIEW AND PERMISSION TO USE
 EN0908'THE MARK WAS OBTAINED FOR ANY WORK NECESSARY BY OUR SURVEY
 EN0908'PARTIES.
 EN0908'
 EN0908'TO REACH FROM THE COOP SERVICE STATION AND STORE AT RALPHS SIDEING,
 EN0908'GO NORTHERLY ON U.S. HIGHWAY 87 FOR 0.2 MILE.  TURN RIGHT GO
 EN0908'E 1.4 MILE.  TURN LEFT N FOR 0.25 MILE TO RANCH HOUSE AND STATION
 EN0908'ON RIGHT (E) SIDE OF ROAD.
 EN0908
 EN0908                          STATION RECOVERY (1966)
 EN0908
 EN0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 EN0908'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EN0908'IN GOOD CONDITION.
 EN0908'
 EN0908'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHEAST OF CANYON, AND
 EN0908'7 MILES NORTH OF HAPPY, AND 1-1/2 MILES NORTHEAST OF RALPHS SIDING.
 EN0908'
 EN0908'TO REACH THE STATION FROM THE JUNCTION OF F.M. HIGHWAY 1075 AND
 EN0908'U.S. HIGHWAY 87 IN HAPPY, GO NORTH ON U.S. HIGHWAY 87 FOR 6.7
 EN0908'MILES TO OGG SIDING.  CONTINUE ON THE HIGHWAY 0.3 MILE TO A SIDE
 EN0908'ROAD.  TURN RIGHT, EAST, GO 1.3 MILES TO A CROSS ROAD.  TURN
 EN0908'LEFT, NORTH, GO 0.35 MILE TO STATION ON THE RIGHT.  CONTINUE
 EN0908'0.2 MILE TO REFERENCE MARK.
 EN0908'
 EN0908'STATION MARK, A STANDARD DISK, STAMPED NEAL 1931, IS SET IN
 EN0908'A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 EN0908'ABOVE GROUND.
 EN0908'
 EN0908'IT IS IN A BARN LOT, ABOUT 150 FEET SOUTH OF A FARM HOUSE,
 EN0908'AND ABOUT 100 FEET WEST OF AN OLD BARN.
 EN0908'
 EN0908'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED NEAL NO 1 1931,
 EN0908'IS SET IN A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS ABOUT
 EN0908'4 INCHES.  IT IS ABOUT 50 FEET SOUTH OF A PRIVATE DRIVEWAY,
 EN0908'AND 33 FEET EAST OF THE CENTER OF ROAD.
 EN0908'
 EN0908'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED NEAL NO 2
 EN0908'1931, IS SET IN A 14 IN X 14 IN CONCRETE POST FLUSH WITH THE
 EN0908'SURFACE OF GROUND.  IT IS 30 FEET EAST OF THE CENTER OF ROAD, AND
 EN0908'1 FOOT WEST OF A FENCE LINE AND A METAL WITNESS POST.
 EN0908'
 EN0908'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 EN0908'NORTH OF HAPPY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1283 ***********************************************************************
 AH1283  DESIGNATION -  NEAR CHAPPA 1912
 AH1283  PID         -  AH1283
 AH1283  STATE/COUNTY-  TX/KLEBERG
 AH1283  USGS QUAD   -  PITA ISLAND (1975)
 AH1283
 AH1283                         *CURRENT SURVEY CONTROL
 AH1283  ___________________________________________________________________
 AH1283* NAD 83(1993)-  27 33 24.34804(N)    097 17 17.45557(W)     ADJUSTED  
 AH1283* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AH1283  ___________________________________________________________________
 AH1283  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AH1283  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AH1283
 AH1283  HORZ ORDER  -  THIRD
 AH1283
 AH1283.The horizontal coordinates were established by classical geodetic methods
 AH1283.and adjusted by the National Geodetic Survey in February 1996..
 AH1283
 AH1283.The orthometric height was scaled from a topographic map.
 AH1283
 AH1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1283
 AH1283.The geoid height was determined by GEOID03.
 AH1283
 AH1283;                    North         East     Units Scale Factor Converg.
 AH1283;SPC TX S     - 5,209,984.746   419,672.008   MT  0.99994166   +0 33 00.6
 AH1283;SPC TX S     -17,093,091.62  1,376,873.91   sFT  0.99994166   +0 33 00.6
 AH1283;UTM  14      - 3,049,272.583   669,008.388   MT  0.99995259   +0 47 31.6
 AH1283
 AH1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1283!SPC TX S     -   1.00000406  x   0.99994166  =   0.99994572
 AH1283!UTM  14      -   1.00000406  x   0.99995259  =   0.99995665
 AH1283
 AH1283:                Primary Azimuth Mark                     Grid Az
 AH1283:SPC TX S     -  PASS 1912                                069 36 18.9
 AH1283:UTM  14      -  PASS 1912                                069 21 47.9
 AH1283
 AH1283|---------------------------------------------------------------------|
 AH1283| PID    Reference Object                     Distance      Geod. Az  |
 AH1283|                                                           dddmmss.s |
 AH1283| AH1210 PASS 1912                           APPROX. 7.1 KM 0700919.5 |
 AH1283|---------------------------------------------------------------------|
 AH1283
 AH1283                          SUPERSEDED SURVEY CONTROL
 AH1283
 AH1283  NAD 83(1986)-  27 33 24.35833(N)    097 17 17.43050(W) AD(       ) 3
 AH1283  NAD 27      -  27 33 23.21000(N)    097 17 16.47000(W) AD(       ) 3
 AH1283
 AH1283.Superseded values are not recommended for survey control.
 AH1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1283.See file dsdata.txt to determine how the superseded data were derived.
 AH1283
 AH1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6900849273(NAD 83)
 AH1283_MARKER: Z = SEE DESCRIPTION
 AH1283_SETTING: 0 = UNSPECIFIED SETTING
 AH1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1283
 AH1283  HISTORY     - Date     Condition        Report By
 AH1283  HISTORY     - 1912     MONUMENTED       CGS
 AH1283  HISTORY     - 1951     MARK NOT FOUND   CGS
 AH1283
 AH1283                          STATION DESCRIPTION
 AH1283
 AH1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AH1283'THE STATION WAS NOT DESCRIBED ORIGINALLY AND THE AREA OF
 AH1283'THE PLOTTED POSITION IS UNDER WATER.  IT IS RECOMMENDED
 AH1283'THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1181 ***********************************************************************
 DN1181  DESIGNATION -  NEAR GILBRATH
 DN1181  PID         -  DN1181
 DN1181  STATE/COUNTY-  TX/DENTON
 DN1181  USGS QUAD   -  AUBREY (1960)
 DN1181
 DN1181                         *CURRENT SURVEY CONTROL
 DN1181  ___________________________________________________________________
 DN1181* NAD 83(1993)-  33 16 13.02720(N)    097 00 00.98697(W)     ADJUSTED  
 DN1181* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 DN1181  ___________________________________________________________________
 DN1181  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 DN1181  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DN1181
 DN1181  HORZ ORDER  -  SECOND
 DN1181
 DN1181.The horizontal coordinates were established by classical geodetic methods
 DN1181.and adjusted by the National Geodetic Survey in February 1996..
 DN1181
 DN1181.The orthometric height was scaled from a topographic map.
 DN1181
 DN1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1181
 DN1181.The geoid height was determined by GEOID03.
 DN1181
 DN1181;                    North         East     Units Scale Factor Converg.
 DN1181;SPC TXNC     - 2,178,822.847   739,703.776   MT  0.99987988   +0 49 04.6
 DN1181;SPC TXNC     - 7,148,354.62  2,426,844.81   sFT  0.99987988   +0 49 04.6
 DN1181;UTM  14      - 3,683,034.928   686,249.571   MT  1.00002770   +1 05 50.4
 DN1181
 DN1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1181!SPC TXNC     -   0.99997174  x   0.99987988  =   0.99985163
 DN1181!UTM  14      -   0.99997174  x   1.00002770  =   0.99999944
 DN1181
 DN1181                          SUPERSEDED SURVEY CONTROL
 DN1181
 DN1181  NAD 83(1993)-  33 16 13.02844(N)    097 00 00.97936(W) AD(       ) 2
 DN1181  NAD 83(1986)-  33 16 13.03252(N)    097 00 00.97390(W) AD(       ) 2
 DN1181  NAD 27      -  33 16 12.60780(N)    096 59 59.94610(W) AD(       ) 2
 DN1181
 DN1181.Superseded values are not recommended for survey control.
 DN1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1181.See file dsdata.txt to determine how the superseded data were derived.
 DN1181
 DN1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8625083035(NAD 83)
 DN1181_MARKER: DD = SURVEY DISK
 DN1181_SETTING: 0 = UNSPECIFIED SETTING
 DN1181
 DN1181  HISTORY     - Date     Condition        Report By
 DN1181  HISTORY     - 1947     MONUMENTED       USE
 DN1181  HISTORY     - 1955     MARK NOT FOUND   CGS
 DN1181  HISTORY     - 19950706 MARK NOT FOUND   USPSQD
 DN1181
 DN1181                          STATION DESCRIPTION
 DN1181
 DN1181'DESCRIBED BY US ENGINEERS 1947 (FRG)
 DN1181'THIS STATION IS LOCATED ABOUT 10.5 MILES NORTH OF LAKE DALLAS
 DN1181'AND 2 MILES SOUTH OF AUBREY.  IT IS 57 FT. FROM THE APPROXIMATE
 DN1181'CENTER LINE OF A GRAVEL ROAD AND NORTH OF TRIANGULATION STATION
 DN1181'GILBRATH 1935.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 DN1181'HAS NO MARKINGS ON IT.
 DN1181'
 DN1181'TO REACH STATION FROM THE POST OFFICE IN AUBREY, GO SOUTH ON
 DN1181'THE MAIN STREET FOR 0.35 MILE TO A RAILROAD.  BEAR LEFT ACROSS
 DN1181'THE RAILROAD AND GO EAST 0.1 MILE TO INTERSECTION OF A GRAVEL
 DN1181'ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 2.6 MILES TO A
 DN1181'T ROAD RIGHT.  TURN RIGHT AND GO WEST 0.75 MILE TO A CROSS
 DN1181'ROADS.  TURN RIGHT AND GO NORTH 0.65 MILE TO STATION ON LEFT
 DN1181'OR WEST OF ROAD AS DESCRIBED.
 DN1181'
 DN1181'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DN1181'GILBRATH 1935.  THE DISTANCE WAS 65.642 METERS, 215.36 FT.
 DN1181
 DN1181                          STATION RECOVERY (1955)
 DN1181
 DN1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1181'THE BENCH MARK (USED) WAS NOT FOUND AND IS THOUGHT TO HAVE
 DN1181'BEEN DESTROYED BY PLOWING.
 DN1181
 DN1181                          STATION RECOVERY (1995)
 DN1181
 DN1181'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2191 ***********************************************************************
 BL2191  DESIGNATION -  NEBLETT
 BL2191  PID         -  BL2191
 BL2191  STATE/COUNTY-  TX/SAN JACINTO
 BL2191  USGS QUAD   -  BEAR CREEK (1976)
 BL2191
 BL2191                         *CURRENT SURVEY CONTROL
 BL2191  ___________________________________________________________________
 BL2191* NAD 83(1993)-  30 25 57.45055(N)    095 13 48.06544(W)     ADJUSTED  
 BL2191* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 BL2191  ___________________________________________________________________
 BL2191  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BL2191  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL2191
 BL2191  HORZ ORDER  -  FIRST
 BL2191
 BL2191.The horizontal coordinates were established by classical geodetic methods
 BL2191.and adjusted by the National Geodetic Survey in February 1996..
 BL2191
 BL2191.The orthometric height was scaled from a topographic map.
 BL2191
 BL2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2191
 BL2191.The geoid height was determined by GEOID03.
 BL2191
 BL2191;                    North         East     Units Scale Factor Converg.
 BL2191;SPC TX C     - 3,096,153.849 1,190,044.174   MT  0.99993067   +2 37 42.6
 BL2191;SPC TX C     -10,157,964.75  3,904,336.59   sFT  0.99993067   +2 37 42.6
 BL2191;UTM  15      - 3,368,837.082   285,832.417   MT  1.00016588   -1 07 48.0
 BL2191
 BL2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2191!SPC TX C     -   0.99999081  x   0.99993067  =   0.99992148
 BL2191!UTM  15      -   0.99999081  x   1.00016588  =   1.00015669
 BL2191
 BL2191:                Primary Azimuth Mark                     Grid Az
 BL2191:SPC TX C     -  LIBERTY HILL LOOKOUT TOWER               038 05 31.1
 BL2191:UTM  15      -  LIBERTY HILL LOOKOUT TOWER               041 51 01.7
 BL2191
 BL2191|---------------------------------------------------------------------|
 BL2191| PID    Reference Object                     Distance      Geod. Az  |
 BL2191|                                                           dddmmss.s |
 BL2191| BL2172 LIBERTY HILL LOOKOUT TOWER          APPROX.12.5 KM 0404313.7 |
 BL2191| BL2187 CLEVELAND MUNICIPAL TANK            APPROX.17.0 KM 1245940.0 |
 BL2191| CV8914 NEBLETT RM 1                         28.730 METERS 16501     |
 BL2191| CV8915 NEBLETT RM 2                         26.638 METERS 26324     |
 BL2191| BL2230 WILLIS MUNICIPAL TANK               APPROX.23.9 KM 2673114.2 |
 BL2191| CV8913 NEBLETT AZ MK                                      3261029.6 |
 BL2191|---------------------------------------------------------------------|
 BL2191
 BL2191                          SUPERSEDED SURVEY CONTROL
 BL2191
 BL2191  NAD 83(1986)-  30 25 57.46317(N)    095 13 48.05042(W) AD(       ) 1
 BL2191  NAD 27      -  30 25 56.72000(N)    095 13 47.27100(W) AD(       ) 1
 BL2191
 BL2191.Superseded values are not recommended for survey control.
 BL2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2191.See file dsdata.txt to determine how the superseded data were derived.
 BL2191
 BL2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8583268837(NAD 83)
 BL2191_MARKER: DS = TRIANGULATION STATION DISK
 BL2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2191
 BL2191  HISTORY     - Date     Condition        Report By
 BL2191  HISTORY     - 1942     MONUMENTED       CGS
 BL2191  HISTORY     - 1951     GOOD             CGS
 BL2191  HISTORY     - 1952     GOOD             TXHD
 BL2191  HISTORY     - 1958     GOOD             USGS
 BL2191  HISTORY     - 1962     GOOD             USGS
 BL2191
 BL2191                          STATION DESCRIPTION
 BL2191
 BL2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2191'STATION IS IN THE SAM HOUSTON NATIONAL FOREST, 10 MILES NW
 BL2191'OF CLEVELAND AND ON THE SITE OF THE NEBLETT LOOKOUT TOWER.
 BL2191'IT IS 64 FEET NE OF THE NE LEG OF THE LOOKOUT TOWER, 64
 BL2191'FEET E OF THE CENTER LINE OF THE TRACK ROAD TO THE TOWER,
 BL2191'AND 6.5 FEET SW OF A WHITE REFERENCE POST.  IT IS STAMPED
 BL2191'NEBLETT 1942 AND PROJECTS 4 INCHES.
 BL2191'
 BL2191'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2191'BRONZE DISKS SET IN CONCRETE.
 BL2191'
 BL2191'REFERENCE MARK NO. 1 IS SSE OF THE STATION AND 50 FEET SE
 BL2191'OF THE CENTER OF THE LOOKOUT TOWER.  IT IS STAMPED NEBLETT
 BL2191'NO. 1 1942 AND PROJECTS 8 INCHES.
 BL2191'
 BL2191'REFERENCE MARK NO. 2 IS W OF THE STATION, 80 FEET NNW OF
 BL2191'THE CENTER OF THE LOOKOUT TOWER, AND 15 FEET W OF THE CENTER
 BL2191'LINE OF THE TRACK ROAD TO THE TOWER.  IT IS STAMPED NEBLETT
 BL2191'NO. 2 1942 AND PROJECTS 6 INCHES.
 BL2191'
 BL2191'THE AZIMUTH MARK IS ABOUT 0.3 MILE NW BY N OF THE STATION,
 BL2191'45 FEET W OF THE CENTER LINE OF THE N-AND-S TRACK ROAD TO
 BL2191'THE STATION, 15 FEET N OF THE CENTER LINE OF AN E-AND-W TRACK
 BL2191'CROSS ROAD, AND 3 FEET E OF A WHITE REFERENCE POST.  IT IS
 BL2191'STAMPED NEBLETT 1942 AND PROJECTS 3 INCHES.  A 90-FOOT TOWER
 BL2191'AT THE STATION OR SEVERAL HOURS CLEARING FOR 2 MEN IS NECESSARY
 BL2191'TO SEE THE AZIMUTH MARK.
 BL2191'
 BL2191'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 BL2191'AND STATE HIGHWAY 105 IN CLEVELAND, GO W ON STATE HIGHWAY
 BL2191'105 FOR 1.05 MILES AND TURN RIGHT, N, ACROSS RAILROAD TRACKS
 BL2191'JUST AFTER CROSSING A BRIDGE, FOLLOW THE MAIN-TRAVELED ROAD
 BL2191'N AND W FOR 9.85 MILES AND TURN LEFT, WESTERLY, OFF THE ROAD
 BL2191'AT A SIGN NEBLETT LOOKOUT TOWER 2 MILES, GO 0.25 MILE AND
 BL2191'TURN RIGHT, N, GO 1.05 MILES AND TURN LEFT, W, GO 0.2 MILE
 BL2191'AND TURN LEFT, S (THE AZIMUTH MARK IS IN THE NW ANGLE OF THIS
 BL2191'CROSSROADS), GO 0.3 MILE TO THE NEBLETT LOOKOUT TOWER AND
 BL2191'THE STATION.
 BL2191'
 BL2191'90-FOOT SIGNALS AT EVERGREEN, WILLIS LOOKOUT, AND HAWTHORNE
 BL2191'ARE VISIBLE AT 77 FEET.
 BL2191
 BL2191                          STATION RECOVERY (1951)
 BL2191
 BL2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 BL2191'STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 BL2191'WERE ALL RECOVERED AND AND FOUND IN GOOD CONDITION, THE
 BL2191'ORIGINAL DESCRIPTION TO REACH THE STATION IS GOOD EXCEPT
 BL2191'THE LAST 1.85 MILE IS OVER BAD ROAD NOT USED VERY MUCH AND
 BL2191'HARD TO FIND IN PLACES, THE NEBLETT LOOKOUT TOWER (U.S.F.S.)
 BL2191'HAS BEEN REMOVED.
 BL2191
 BL2191                          STATION RECOVERY (1952)
 BL2191
 BL2191'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1952 (JRM)
 BL2191'LOOKOUT TOWER HAS BEEN REMOVED.  IN DESCRIPTION OF ROUTE
 BL2191'TO STATION ADD THAT ROAD TO LEFT IS 0.25 MILE NORTHWEST OF
 BL2191'OIL LINE CROSSING.  GO DOWN ROAD TO PIPE LINE CLEARING, TURN
 BL2191'NORTHWEST AND GO 1.32 MILES, TURN SOUTHWEST OF 0.17 MILE,
 BL2191'THEN SOUTHEAST ON TRACK ROAD FROM REFERENCE MARKER NO. 2
 BL2191'FOR 0.30 MILE.  STATION IS 60 FT FROM ROAD ON LEFT SIDE.
 BL2191'THE OTHER DESCRIPTION IS NOW OVERGROWN AND TREES ACROSS
 BL2191'ROAD ON ROAD NEAR STATION.
 BL2191
 BL2191                          STATION RECOVERY (1958)
 BL2191
 BL2191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL2191'ALL MARKERS RECOVERED AND FOUND IN GOOD CONDITION.
 BL2191'
 BL2191'STATION IS LOCATED IN THE SAM HOUSTON NATIONAL FOREST ABOUT
 BL2191'10 MILES NW OF CLEVELAND AND ABOUT 360 FEET E OF A SMALL
 BL2191'POND.
 BL2191'
 BL2191'TO REACH THE STATION FROM JUNCTION OF U.S. HWY 59 AND STATE
 BL2191'HWY 105 AT CLEVELAND, GO W ON STATE HWY 105 FOR 1.1 MILES,
 BL2191'TURN RIGHT (NW) ON FARM ROAD 1725 AND FOLLOW MAIN ROAD FOR
 BL2191'9.8 MILES TO T-ROAD, TURN LEFT (SW) AND GO 0.9 MILE TO PIPELINE
 BL2191'ROAD, TURN RIGHT (NW) AND GO 0.3 MILE TO ROAD FORK, TAKE
 BL2191'LEFT FORK (W) AND GO 0.1 MILE TO Y-ROAD, TAKE LEFT FORK
 BL2191'(SE) AND GO 0.1 MILE.  (AZIMUTH MARK IS 56 FEET W OF CENTER
 BL2191'OF ROAD) GO 0.4 MILE TO STATION WHICH IS 66 FEET E OF CENTER
 BL2191'OF ROAD IN GROVE OF PINE TREES.
 BL2191'
 BL2191'R.M. 2 IS 87.40 FEET E OF STATION.  R.M. 1 IS 94.26 FEET
 BL2191'SSE OF STATION.
 BL2191
 BL2191                          STATION RECOVERY (1962)
 BL2191
 BL2191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (JSG)
 BL2191'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 BL2191'
 BL2191'STATION IS LOCATED IN THE SAM HOUSTON NATIONAL FOREST ABOUT
 BL2191'10 MI. NW OF CLEVELAND ABOUT 360 FT E OF A SMALL POND.  TO
 BL2191'REACH STATION FROM JCT. OF U.S. HWY 59 AND STATE HWY 105 AT
 BL2191'CLEVELAND, GO W ON STATE HWY 105 FOR 1.1 MI.  TURN RIGHT
 BL2191'(NW) ON FARM ROAD 1725 AND FOLLOW MAIN RD. FOR 9.8 MI. TO
 BL2191'T-RD.  TURN LEFT (SW) AND GO 0.9 MI. TO PIPELINE RD.  TURN
 BL2191'RIGHT (NW) AND GO 0.3 MI. TO RD. FK.  TAKE LEFT FORK (W)
 BL2191'AND GO 0.1 MI. TO Y -RD.  TAKE LEFT FORK (SE) AND (GO 0.1 MI.
 BL2191'
 BL2191'AZIMUTH MARK IS 56 FT W OF CENTER OF RD.  GO 0.4 MI.  STATION
 BL2191'IS 66 FT E OF CENTER OF RD. IN GROVE OF PINE TREES.  STATION
 BL2191'IS LOCATED NEAR THE SITE WHERE NEBLETT FIRE TOWER ONCE STOOD.
 BL2191'AZIMUTH MARK CAN BE SEEN FROM GROUND AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2739 ***********************************************************************
 BY2739  DESIGNATION -  NECHES
 BY2739  PID         -  BY2739
 BY2739  STATE/COUNTY-  TX/ANDERSON
 BY2739  USGS QUAD   -  NECHES (1982)
 BY2739
 BY2739                         *CURRENT SURVEY CONTROL
 BY2739  ___________________________________________________________________
 BY2739* NAD 83(1993)-  31 52 24.37077(N)    095 29 49.39554(W)     ADJUSTED  
 BY2739* NAVD 88     -       188.     (meters)     617.     (feet)  SCALED    
 BY2739  ___________________________________________________________________
 BY2739  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BY2739  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BY2739
 BY2739  HORZ ORDER  -  THIRD
 BY2739
 BY2739.The horizontal coordinates were established by classical geodetic methods
 BY2739.and adjusted by the National Geodetic Survey in February 1996..
 BY2739
 BY2739.The orthometric height was scaled from a topographic map.
 BY2739
 BY2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2739
 BY2739.The geoid height was determined by GEOID03.
 BY2739
 BY2739;                    North         East     Units Scale Factor Converg.
 BY2739;SPC TX C     - 3,254,588.974 1,157,476.477   MT  0.99999736   +2 29 27.5
 BY2739;SPC TX C     -10,677,763.99  3,797,487.41   sFT  0.99999736   +2 29 27.5
 BY2739;UTM  15      - 3,529,126.313   263,783.134   MT  1.00028821   -1 19 09.0
 BY2739
 BY2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2739!SPC TX C     -   0.99997462  x   0.99999736  =   0.99997198
 BY2739!UTM  15      -   0.99997462  x   1.00028821  =   1.00026282
 BY2739
 BY2739|---------------------------------------------------------------------|
 BY2739| PID    Reference Object                     Distance      Geod. Az  |
 BY2739|                                                           dddmmss.s |
 BY2739| BY2740 NECHES LOOKOUT TOWER                  0.197 METERS 06015     |
 BY2739| CV8917 NECHES RM 1                                        06657     |
 BY2739| CV8916 NECHES AZ MK                                       0894146.4 |
 BY2739| CV8918 NECHES RM 2                                        20115     |
 BY2739|---------------------------------------------------------------------|
 BY2739
 BY2739                          SUPERSEDED SURVEY CONTROL
 BY2739
 BY2739  NAD 83(1986)-  31 52 24.38066(N)    095 29 49.38046(W) AD(       ) 3
 BY2739  NAD 27      -  31 52 23.77260(N)    095 29 48.55470(W) AD(       ) 3
 BY2739
 BY2739.Superseded values are not recommended for survey control.
 BY2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2739.See file dsdata.txt to determine how the superseded data were derived.
 BY2739
 BY2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR6378329126(NAD 83)
 BY2739_MARKER: DS = TRIANGULATION STATION DISK
 BY2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2739
 BY2739  HISTORY     - Date     Condition        Report By
 BY2739  HISTORY     - 1958     MONUMENTED       CGS
 BY2739
 BY2739                          STATION DESCRIPTION
 BY2739
 BY2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2739'STATION IS LOCATED ABOUT 1.0 MILE NORTH OF THE SMALL VILLAGE OF
 BY2739'NECHES, SET ON A PROMINENT WOODED HILL.  IT IS 16 FEET SOUTH OF
 BY2739'THE NORTHWEST LEG OF NECHES, T.S.F.S. L.O.T. AND 0.65 FEET
 BY2739'SOUTHWEST OF THE CENTER OF NECHES, T.S.F.S. L.O.T..  THE
 BY2739'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 BY2739'NECHES 1958.
 BY2739'
 BY2739'REFERENCE MARK NO. 1 IS 22 FEET EAST-NORTHEAST OF THE NORTHWEST
 BY2739'LEG OF NECHES, T.S.F.S. L.O.T. AND 4 FEET WEST OF A 20-INCH
 BY2739'TREE.  IT IS A STANDARD AZIMUTH MARK DISK SET IN A SQUARE
 BY2739'BLOCK OF CONCRETE.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE
 BY2739'OF THE GROUND AND IS STAMPED NECHES NO 1 1958.
 BY2739'
 BY2739'REFERENCE MARK NO. 2 IS 42 FEET SOUTHEAST OF THE SOUTHEAST LEG
 BY2739'NECHES, T.S.F. L.O.T. AND 13 FEET WEST OF A POWERLINE POLE.
 BY2739'THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND
 BY2739'AND IS STAMPED NECHES NO 2 1958.
 BY2739'
 BY2739'AZIMUTH MARK IS 60 FEET WEST-NORTHWEST OF THE CENTER OF U.S.
 BY2739'HIGHWAY 79, 54 FEET SOUTHWEST OF A DRIVEWAY TO HOUSE, 3 FEET
 BY2739'EAST OF A SIGN POST POLMER HOTEL COURTS AND 1 FOOT NORTHEAST OF
 BY2739'A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES ABOVE THE
 BY2739'SURFACE OF THE GROUND AND IS STAMPED NECHES 1958.
 BY2739'
 BY2739'NECHES, T.S.F.S. L.O.T. HAS A GLASS ENCLOSED CAB SUPPORTED BY
 BY2739'A 4-LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL HEIGHT OF ABOUT
 BY2739'112 FEET.  IT IS PAINTED GRAY IN COLOR.  THE CENTER OF TOWER AT
 BY2739'GROUND LEVEL WAS POINT INTERSECTED.
 BY2739'
 BY2739'TO REACH FROM THE POST OFFICE IN NECHES, GO NORTH 0.05 MILE TO
 BY2739'A SIGN NECHES FIRE TOWER 1 MILE ON THE RIGHT AND THE JUNCTION
 BY2739'WITH FARM ROAD 2267, TURN LEFT ON FARM ROAD 2267 AND GO 0.7 MILE
 BY2739'TO A SIDE ROAD ON THE LEFT, TURN LEFT ON DIRT ROAD AND GO 0.3
 BY2739'MILE TO THE TOP OF HILL AND STATION.
 BY2739'
 BY2739'TO REACH AZIMUTH MARK FROM THE POST OFFICE IN NECHES, GO
 BY2739'NORTHERLY ON U.S. HIGHWAY 79 FOR 0.7 MILE AND AZIMUTH MARK ON
 BY2739'THE LEFT.
 BY2739'
 BY2739'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2740 ***********************************************************************
 BY2740  DESIGNATION -  NECHES LOOKOUT TOWER
 BY2740  PID         -  BY2740
 BY2740  STATE/COUNTY-  TX/ANDERSON
 BY2740  USGS QUAD   -  NECHES (1982)
 BY2740
 BY2740                         *CURRENT SURVEY CONTROL
 BY2740  ___________________________________________________________________
 BY2740* NAD 83(1993)-  31 52 24.37395(N)    095 29 49.38902(W)     ADJUSTED  
 BY2740* NAVD 88     -                                                        
 BY2740  ___________________________________________________________________
 BY2740  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BY2740  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BY2740
 BY2740  HORZ ORDER  -  THIRD
 BY2740
 BY2740.The horizontal coordinates were established by classical geodetic methods
 BY2740.and adjusted by the National Geodetic Survey in February 1996..
 BY2740
 BY2740
 BY2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2740
 BY2740.The geoid height was determined by GEOID03.
 BY2740
 BY2740;                    North         East     Units Scale Factor Converg.
 BY2740;SPC TX C     - 3,254,589.079 1,157,476.644   MT  0.99999736   +2 29 27.5
 BY2740;SPC TX C     -10,677,764.34  3,797,487.96   sFT  0.99999736   +2 29 27.5
 BY2740;UTM  15      - 3,529,126.407   263,783.307   MT  1.00028821   -1 19 09.0
 BY2740
 BY2740                          SUPERSEDED SURVEY CONTROL
 BY2740
 BY2740  NAD 83(1986)-  31 52 24.38357(N)    095 29 49.37377(W) AD(       ) 4
 BY2740  NAD 27      -  31 52 23.77600(N)    095 29 48.54800(W) AD(       ) 3
 BY2740
 BY2740.Superseded values are not recommended for survey control.
 BY2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2740.See file dsdata.txt to determine how the superseded data were derived.
 BY2740
 BY2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR6378329126(NAD 83)
 BY2740_MARKER: 57 = LOOKOUT TOWER
 BY2740
 BY2740  HISTORY     - Date     Condition        Report By
 BY2740  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2740  HISTORY     - 1953     GOOD             CGS
 BY2740
 BY2740                          STATION DESCRIPTION
 BY2740
 BY2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2740'STATION IS LOCATED ON A HILL ABOUT 0.25 MILE N OF THE TOWN OF
 BY2740'NECHES.  IT IS OF STEEL CONSTRUCTION, HAS AN ENCLOSED CROWS NEST
 BY2740'AT THE TOP.  IT IS 112 FEET HIGH AND WAS BUILT IN 1936.  THIS
 BY2740'TOWER IS NUMBER 45 OF THE TEXAS FOREST SERVICE.
 BY2740'
 BY2740'POINT LOCATED WAS THE APEX OF THE PYRAMIDAL ROOF.
 BY2740'
 BY2740'THIS IS AN INTERSECTION STATION.
 BY2740
 BY2740                          STATION RECOVERY (1953)
 BY2740
 BY2740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWD)
 BY2740'STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2058 ***********************************************************************
 BL2058  DESIGNATION -  NECHES RIVER POWER LINE W TWR
 BL2058  PID         -  BL2058
 BL2058  STATE/COUNTY-  TX/JEFFERSON
 BL2058  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2058
 BL2058                         *CURRENT SURVEY CONTROL
 BL2058  ___________________________________________________________________
 BL2058* NAD 83(1993)-  30 03 22.52796(N)    094 01 53.06673(W)     ADJUSTED  
 BL2058* NAVD 88     -                                                        
 BL2058  ___________________________________________________________________
 BL2058  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BL2058  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL2058
 BL2058  HORZ ORDER  -  THIRD
 BL2058
 BL2058.The horizontal coordinates were established by classical geodetic methods
 BL2058.and adjusted by the National Geodetic Survey in February 1996..
 BL2058
 BL2058
 BL2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2058
 BL2058.The geoid height was determined by GEOID03.
 BL2058
 BL2058;                    North         East     Units Scale Factor Converg.
 BL2058;SPC TXSC     - 4,256,540.627 1,078,958.623   MT  0.99994229   +2 26 03.0
 BL2058;SPC TXSC     -13,965,000.37  3,539,883.42   sFT  0.99994229   +2 26 03.0
 BL2058;SPC TX C     - 3,060,398.926 1,307,391.256   MT  1.00001667   +3 14 45.1
 BL2058;SPC TX C     -10,040,658.81  4,289,332.81   sFT  1.00001667   +3 14 45.1
 BL2058;UTM  15      - 3,325,467.428   400,576.602   MT  0.99972195   -0 30 59.8
 BL2058
 BL2058                          SUPERSEDED SURVEY CONTROL
 BL2058
 BL2058  NAD 83(1993)-  30 03 22.52750(N)    094 01 53.06675(W) AD(       ) 4
 BL2058  NAD 83(1986)-  30 03 22.54490(N)    094 01 53.04841(W) AD(       ) 4
 BL2058  NAD 27      -  30 03 21.77500(N)    094 01 52.42600(W) AD(       ) 3
 BL2058
 BL2058.Superseded values are not recommended for survey control.
 BL2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2058.See file dsdata.txt to determine how the superseded data were derived.
 BL2058
 BL2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0057725467(NAD 83)
 BL2058_MARKER: 55 = TOWER
 BL2058
 BL2058  HISTORY     - Date     Condition        Report By
 BL2058  HISTORY     - 1933     FIRST OBSERVED   CGS
 BL2058  HISTORY     - 1984     GOOD             USPSQD
 BL2058  HISTORY     - 19890819 GOOD             USPSQD
 BL2058  HISTORY     - 19940817 GOOD             USPSQD
 BL2058  HISTORY     - 20010119 GOOD             USPSQD
 BL2058  HISTORY     - 20010331 GOOD             NGS
 BL2058  HISTORY     - 20010331 GOOD             NGS
 BL2058  HISTORY     - 20040102 GOOD             USPSQD
 BL2058
 BL2058                          STATION DESCRIPTION
 BL2058
 BL2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2058'STATIONS ARE THE CENTERS OF THE TOPS OF THE TWO STEEL TOWERS
 BL2058'CARRYING THE POWER LINES OF THE GULF STATES UTILITIES COMPANY
 BL2058'ACROSS THE NECHES RIVER.  HEIGHT ABOUT 250 FEET.
 BL2058
 BL2058                          STATION RECOVERY (1984)
 BL2058
 BL2058'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 BL2058'STATION RECOVERED GOOD.  ORIGINAL TOWER STILL STANDS.
 BL2058
 BL2058                          STATION RECOVERY (1989)
 BL2058
 BL2058'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL2058'RECOVERED IN GOOD CONDITION.
 BL2058
 BL2058                          STATION RECOVERY (1994)
 BL2058
 BL2058'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2058'RECOVERED IN GOOD CONDITION.
 BL2058
 BL2058                          STATION RECOVERY (2001)
 BL2058
 BL2058'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2058'RECOVERED IN GOOD CONDITION.
 BL2058
 BL2058                          STATION RECOVERY (2001)
 BL2058
 BL2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2058
 BL2058                          STATION RECOVERY (2001)
 BL2058
 BL2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2058
 BL2058                          STATION RECOVERY (2004)
 BL2058
 BL2058'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2062 ***********************************************************************
 BL2062  DESIGNATION -  NECHES RIVER POWER LINE E TWR
 BL2062  PID         -  BL2062
 BL2062  STATE/COUNTY-  TX/JEFFERSON
 BL2062  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2062
 BL2062                         *CURRENT SURVEY CONTROL
 BL2062  ___________________________________________________________________
 BL2062* NAD 83(1993)-  30 03 22.54803(N)    094 01 43.96629(W)     ADJUSTED  
 BL2062* NAVD 88     -                                                        
 BL2062  ___________________________________________________________________
 BL2062  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL2062  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL2062
 BL2062  HORZ ORDER  -  THIRD
 BL2062
 BL2062.The horizontal coordinates were established by classical geodetic methods
 BL2062.and adjusted by the National Geodetic Survey in February 1996..
 BL2062
 BL2062
 BL2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2062
 BL2062.The geoid height was determined by GEOID03.
 BL2062
 BL2062;                    North         East     Units Scale Factor Converg.
 BL2062;SPC TXSC     - 4,256,551.600 1,079,202.133   MT  0.99994229   +2 26 07.5
 BL2062;SPC TXSC     -13,965,036.37  3,540,682.33   sFT  0.99994229   +2 26 07.5
 BL2062;SPC TX C     - 3,060,413.348 1,307,634.604   MT  1.00001667   +3 14 49.8
 BL2062;SPC TX C     -10,040,706.13  4,290,131.20   sFT  1.00001667   +3 14 49.8
 BL2062;UTM  15      - 3,325,465.851   400,820.300   MT  0.99972136   -0 30 55.3
 BL2062
 BL2062                          SUPERSEDED SURVEY CONTROL
 BL2062
 BL2062  NAD 83(1993)-  30 03 22.54758(N)    094 01 43.96631(W) AD(       ) 4
 BL2062  NAD 83(1986)-  30 03 22.56494(N)    094 01 43.94804(W) AD(       ) 4
 BL2062  NAD 27      -  30 03 21.78800(N)    094 01 43.33600(W) AD(       ) 3
 BL2062
 BL2062.Superseded values are not recommended for survey control.
 BL2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2062.See file dsdata.txt to determine how the superseded data were derived.
 BL2062
 BL2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0082025466(NAD 83)
 BL2062_MARKER: 55 = TOWER
 BL2062
 BL2062  HISTORY     - Date     Condition        Report By
 BL2062  HISTORY     - 1931     FIRST OBSERVED   CGS
 BL2062  HISTORY     - 1984     GOOD             USPSQD
 BL2062  HISTORY     - 19940817 GOOD             USPSQD
 BL2062  HISTORY     - 20010119 GOOD             USPSQD
 BL2062  HISTORY     - 20010331 GOOD             NGS
 BL2062  HISTORY     - 20010331 GOOD             NGS
 BL2062  HISTORY     - 20040102 GOOD             USPSQD
 BL2062
 BL2062                          STATION DESCRIPTION
 BL2062
 BL2062'DESCRIBED BY US POWER SQUADRON 1984 (EJB)
 BL2062'STATION RECOVERED GOOD.  ORIGINAL TOWER STILL STANDS.
 BL2062
 BL2062                          STATION RECOVERY (1994)
 BL2062
 BL2062'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2062'RECOVERED IN GOOD CONDITION.
 BL2062
 BL2062                          STATION RECOVERY (2001)
 BL2062
 BL2062'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2062'RECOVERED IN GOOD CONDITION.
 BL2062
 BL2062                          STATION RECOVERY (2001)
 BL2062
 BL2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2062'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2062
 BL2062                          STATION RECOVERY (2001)
 BL2062
 BL2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2062'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2062
 BL2062                          STATION RECOVERY (2004)
 BL2062
 BL2062'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0922 ***********************************************************************
 AV0922  DESIGNATION -  NECHES USE 1909
 AV0922  PID         -  AV0922
 AV0922  STATE/COUNTY-  TX/JEFFERSON
 AV0922  USGS QUAD   -  WEST OF GREENS BAYOU (1993)
 AV0922
 AV0922                         *CURRENT SURVEY CONTROL
 AV0922  ___________________________________________________________________
 AV0922* NAD 83(1993)-  29 58 03.28379(N)    093 51 46.27797(W)     ADJUSTED  
 AV0922* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AV0922  ___________________________________________________________________
 AV0922  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AV0922  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AV0922
 AV0922  HORZ ORDER  -  SECOND
 AV0922
 AV0922.The horizontal coordinates were established by classical geodetic methods
 AV0922.and adjusted by the National Geodetic Survey in February 1996..
 AV0922
 AV0922.The orthometric height was scaled from a topographic map.
 AV0922
 AV0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0922
 AV0922.The geoid height was determined by GEOID03.
 AV0922
 AV0922;                    North         East     Units Scale Factor Converg.
 AV0922;SPC TXSC     - 4,247,422.460 1,095,627.967   MT  0.99992403   +2 31 00.3
 AV0922;SPC TXSC     -13,935,085.19  3,594,572.76   sFT  0.99992403   +2 31 00.3
 AV0922;SPC TX C     - 3,051,517.576 1,324,190.050   MT  1.00004313   +3 19 57.6
 AV0922;SPC TX C     -10,011,520.58  4,344,446.86   sFT  1.00004313   +3 19 57.6
 AV0922;SPC LA S     -   165,367.122   755,894.484   MT  0.99992591   -1 15 53.3
 AV0922;SPC LA S     -   542,541.97  2,479,963.82   sFT  0.99992591   -1 15 53.3
 AV0922;UTM  15      - 3,315,505.966   416,751.007   MT  0.99968550   -0 25 51.7
 AV0922
 AV0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0922!SPC TXSC     -   1.00000350  x   0.99992403  =   0.99992753
 AV0922!SPC TX C     -   1.00000350  x   1.00004313  =   1.00004663
 AV0922!SPC LA S     -   1.00000350  x   0.99992591  =   0.99992941
 AV0922!UTM  15      -   1.00000350  x   0.99968550  =   0.99968900
 AV0922
 AV0922                          SUPERSEDED SURVEY CONTROL
 AV0922
 AV0922  NAD 83(1993)-  29 58 03.28338(N)    093 51 46.27792(W) AD(       ) 2
 AV0922  NAD 83(1986)-  29 58 03.30286(N)    093 51 46.26218(W) AD(       ) 2
 AV0922  NAD 27      -  29 58 02.53200(N)    093 51 45.65100(W) AD(       ) 2
 AV0922
 AV0922.Superseded values are not recommended for survey control.
 AV0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0922.See file dsdata.txt to determine how the superseded data were derived.
 AV0922
 AV0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1675115506(NAD 83)
 AV0922_MARKER: I = METAL ROD
 AV0922_SETTING: 0 = UNSPECIFIED SETTING
 AV0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0922
 AV0922  HISTORY     - Date     Condition        Report By
 AV0922  HISTORY     - 1909     MONUMENTED       USE
 AV0922  HISTORY     - 1933     GOOD             CGS
 AV0922  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0922  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 AV0922  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0922  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0922
 AV0922                          STATION DESCRIPTION
 AV0922
 AV0922'DESCRIBED BY US ENGINEERS 1909
 AV0922'ON THE W SIDE OF THE SABINE LAKE CANAL, 1/3 MILE W OF THE
 AV0922'MOUTH OF THE NECHES RIVER AND 1/4 MILE FROM THE CANAL, ON A
 AV0922'SHELL BANK COVERED WITH SCATTERED TREES.  THIS IS THE FIRST
 AV0922'GROVE OF TREES NEAR THE CANAL, ABOVE PORT ARTHUR.
 AV0922'
 AV0922'STATION MARK IS A 3-INCH GALVANIZED-IRON PIPE, FILLED WITH
 AV0922'AND SET IN CONCRETE, PROJECTING 18 INCHES ABOVE THE GROUND.
 AV0922
 AV0922                          STATION RECOVERY (1933)
 AV0922
 AV0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0922'STATION MARK RECOVERED AS DESCRIBED IN 1909 DESCRIPTION AND
 AV0922'FOUND TO BE IN VERY GOOD CONDITION.  THE TOPOGRAPHY HAS CHANGED
 AV0922'CONSIDERABLY SO NEW DESCRIPTION IS SUBMITTED.
 AV0922'
 AV0922'LOCATED ON THE NW SIDE OF THE SABINE NECHES CANAL, W OF ITS
 AV0922'CONFLUENCE WITH THE NECHES RIVER, ON THE SW SIDE OF THE SHELL
 AV0922'ROAD LEADING TO THE YACHT CLUB, ON A SPOIL BANK THROWN UP
 AV0922'BY THE DREDGE.  THERE ARE A NUMBER OF DEAD TREES IN THE VICINITY.
 AV0922'
 AV0922'STATION MARK IS A 3-INCH GALVANIZED-IRON PIPE FILLED WITH
 AV0922'CONCRETE AND PROJECTING ABOUT 18 INCHES ABOVE THE GROUND.
 AV0922'
 AV0922'STATION YACHT IS 41.712 METERS DISTANT S 73 DEG 34 MIN W.
 AV0922
 AV0922                          STATION RECOVERY (1947)
 AV0922
 AV0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0922'STATION SEARCHED FOR BUT NOT RECOVERED.  STATION BELIEVED
 AV0922'TO BE LOST DUE TO DREDGING OPERATIONS.
 AV0922
 AV0922                          STATION RECOVERY (1999)
 AV0922
 AV0922'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0922'MARK NOT FOUND.
 AV0922
 AV0922                          STATION RECOVERY (2001)
 AV0922
 AV0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0922'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0922
 AV0922                          STATION RECOVERY (2001)
 AV0922
 AV0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0922'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1043 ***********************************************************************
 CA1043  DESIGNATION -  NED
 CA1043  PID         -  CA1043
 CA1043  STATE/COUNTY-  TX/COLEMAN
 CA1043  USGS QUAD   -  THRIFTY (1977)
 CA1043
 CA1043                         *CURRENT SURVEY CONTROL
 CA1043  ___________________________________________________________________
 CA1043* NAD 83(1993)-  31 51 12.49127(N)    099 12 34.30324(W)     ADJUSTED  
 CA1043* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 CA1043  ___________________________________________________________________
 CA1043  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 CA1043  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CA1043
 CA1043  HORZ ORDER  -  SECOND
 CA1043
 CA1043.The horizontal coordinates were established by classical geodetic methods
 CA1043.and adjusted by the National Geodetic Survey in February 1996..
 CA1043
 CA1043.The orthometric height was scaled from a topographic map.
 CA1043
 CA1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1043
 CA1043.The geoid height was determined by GEOID03.
 CA1043
 CA1043;                    North         East     Units Scale Factor Converg.
 CA1043;SPC TX C     - 3,242,966.149   806,357.720   MT  0.99999211   +0 34 43.8
 CA1043;SPC TX C     -10,639,631.44  2,645,525.29   sFT  0.99999211   +0 34 43.8
 CA1043;UTM  14      - 3,524,213.242   480,177.467   MT  0.99960485   -0 06 38.1
 CA1043
 CA1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1043!SPC TX C     -   0.99993013  x   0.99999211  =   0.99992224
 CA1043!UTM  14      -   0.99993013  x   0.99960485  =   0.99953501
 CA1043
 CA1043:                Primary Azimuth Mark                     Grid Az
 CA1043:SPC TX C     -  NED AZ MK                                102 11 16.2
 CA1043:UTM  14      -  NED AZ MK                                102 52 38.1
 CA1043
 CA1043|---------------------------------------------------------------------|
 CA1043| PID    Reference Object                     Distance      Geod. Az  |
 CA1043|                                                           dddmmss.s |
 CA1043| CV4895 NED AZ MK                                          1024600.0 |
 CA1043| CV4896 NED RM 1                             23.140 METERS 22411     |
 CA1043| CV4897 NED RM 2                             21.740 METERS 33636     |
 CA1043|---------------------------------------------------------------------|
 CA1043
 CA1043                          SUPERSEDED SURVEY CONTROL
 CA1043
 CA1043  NAD 83(1986)-  31 51 12.49991(N)    099 12 34.28971(W) AD(       ) 2
 CA1043  NAD 27      -  31 51 11.96900(N)    099 12 33.08000(W) AD(       ) 2
 CA1043
 CA1043.Superseded values are not recommended for survey control.
 CA1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1043.See file dsdata.txt to determine how the superseded data were derived.
 CA1043
 CA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA8017724213(NAD 83)
 CA1043_MARKER: DS = TRIANGULATION STATION DISK
 CA1043_SETTING: 0 = UNSPECIFIED SETTING
 CA1043
 CA1043  HISTORY     - Date     Condition        Report By
 CA1043  HISTORY     - 1944     MONUMENTED       CGS
 CA1043
 CA1043                          STATION DESCRIPTION
 CA1043
 CA1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1043'STATION IS LOCATED ABOUT 13 MILES ENE OF COLEMAN, 10.5 MILES
 CA1043'NNW OF BANGS, AND 5.5 MILES NW OF THRIFTY POST OFFICE.  THE
 CA1043'MARK IS SET ON THE HIGHEST PART OF A SMALL HILL ABOUT 0.75
 CA1043'MILE W OF JIM NED CREEK, AND 0.2 MILE W OF AN OLD HOUSE AT
 CA1043'THE FOOT OF THE HILL.  IT PROJECTS ABOUT 5 INCHES AND IS STAMPED
 CA1043'NED 1944.
 CA1043'
 CA1043'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA1043'DISKS SET IN CONCRETE.
 CA1043'
 CA1043'REFERENCE MARK 1 IS W OF THE STATION AND ON THE S SIDE OF THE
 CA1043'TRAIL ROAD.  IT PROJECTS 4 INCHES.
 CA1043'
 CA1043'REFERENCE MARK 2 IS N OF THE STATION AND ON THE W SIDE OF
 CA1043'THE TRAIL ROAD.  IT PROJECTS 2 INCHES.
 CA1043'
 CA1043'AZIMUTH MARK IS E OF THE STATION, 25 FEET N OF THE CENTER LINE
 CA1043'OF THE ROAD, AND AT THE W END OF A HEDGEROW.  IT IS 0.1 MILE
 CA1043'W OF THE DRIVE TO A SQUARE WHITE HOUSE THAT IS ON THE S SIDE
 CA1043'OF THE ROAD AND PROJECTS ABOUT 5 INCHES.  TO REACH FROM THE
 CA1043'OLD HOUSE GO E FOR 0.2 MILE TO MARK ON THE N SIDE OF THE ROAD.
 CA1043'
 CA1043'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CA1043'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CA1043'
 CA1043'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CA1043'67 AND 283 IN THE N PART OF BROWNWOOD, GO W ON HIGHWAY 67
 CA1043'FOR 0.75 MILE TO THE INTERSECTION OF STATE HIGHWAY 279.  TURN
 CA1043'RIGHT ON HIGHWAY 279 AND GO 7.25 MILES TO A SMALL TEXACO
 CA1043'STATION ON THE LEFT.  CONTINUE ON HIGHWAY 279 FOR 1.55 MILES
 CA1043'TO CROSSROADS.  TURN LEFT ON GRADED DIRT ROAD FOR 2.9 MILES
 CA1043'TO THRIFTY POST OFFICE.  TAKE T-ROAD W FOR 2 MILES TO
 CA1043'T-INTERSECTION, TURN RIGHT AND GO N AND W FOR 1.6 MILES TO
 CA1043'T-ROAD RIGHT.  CONTINUE 2.1 MILES TO T-INTERSECTION AT A
 CA1043'SCHOOLHOUSE ON THE LEFT, TURN RIGHT AND FOLLOW MAIN ROAD
 CA1043'NW FOR 1.75 MILES TO T-INTERSECTION.  TURN RIGHT AND FOLLOW
 CA1043'MAIN ROAD NW FOR 1.8 MILES TO A POINT WHERE MAIN ROAD
 CA1043'TURNS RIGHT AT A VACANT HOUSE.  TURN LEFT ON DIM ROAD
 CA1043'THROUGH GATE AT THE LEFT OF HOUSE AND GO 0.1 MILE, TURN
 CA1043'LEFT ON DIM ROAD 0.1 MILE TO TOP OF THE HILL AND THE
 CA1043'STATION ON THE E SIDE OF THE ROAD.
 CA1043'
 CA1043'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0960 ***********************************************************************
 AV0960  DESIGNATION -  NEDERLAND USE 1911
 AV0960  PID         -  AV0960
 AV0960  STATE/COUNTY-  TX/JEFFERSON
 AV0960  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0960
 AV0960                         *CURRENT SURVEY CONTROL
 AV0960  ___________________________________________________________________
 AV0960* NAD 83(1993)-  29 58 44.94128(N)    093 59 16.43303(W)     ADJUSTED  
 AV0960* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AV0960  ___________________________________________________________________
 AV0960  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AV0960  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AV0960
 AV0960  HORZ ORDER  -  SECOND
 AV0960
 AV0960.The horizontal coordinates were established by classical geodetic methods
 AV0960.and adjusted by the National Geodetic Survey in February 1996..
 AV0960
 AV0960.The orthometric height was scaled from a topographic map.
 AV0960
 AV0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0960
 AV0960.The geoid height was determined by GEOID03.
 AV0960
 AV0960;                    North         East     Units Scale Factor Converg.
 AV0960;SPC TXSC     - 4,248,180.437 1,083,516.431   MT  0.99992628   +2 27 19.8
 AV0960;SPC TXSC     -13,937,571.98  3,554,836.82   sFT  0.99992628   +2 27 19.8
 AV0960;SPC TX C     - 3,052,103.407 1,312,067.556   MT  1.00003955   +3 16 05.8
 AV0960;SPC TX C     -10,013,442.59  4,304,674.97   sFT  1.00003955   +3 16 05.8
 AV0960;UTM  15      - 3,316,885.618   404,697.225   MT  0.99971206   -0 29 37.2
 AV0960
 AV0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0960!SPC TXSC     -   1.00000351  x   0.99992628  =   0.99992979
 AV0960!SPC TX C     -   1.00000351  x   1.00003955  =   1.00004306
 AV0960!UTM  15      -   1.00000351  x   0.99971206  =   0.99971557
 AV0960
 AV0960                          SUPERSEDED SURVEY CONTROL
 AV0960
 AV0960  NAD 83(1993)-  29 58 44.94065(N)    093 59 16.43290(W) AD(       ) 2
 AV0960  NAD 83(1986)-  29 58 44.95970(N)    093 59 16.41508(W) AD(       ) 2
 AV0960  NAD 27      -  29 58 44.19000(N)    093 59 15.78800(W) AD(       ) 2
 AV0960
 AV0960.Superseded values are not recommended for survey control.
 AV0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0960.See file dsdata.txt to determine how the superseded data were derived.
 AV0960
 AV0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0469716886(NAD 83)
 AV0960_MARKER: DS = TRIANGULATION STATION DISK
 AV0960_SETTING: 0 = UNSPECIFIED SETTING
 AV0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0960
 AV0960  HISTORY     - Date     Condition        Report By
 AV0960  HISTORY     - 1931     MONUMENTED       USE
 AV0960  HISTORY     - 1930     SEE DESCRIPTION  CGS
 AV0960  HISTORY     - 1965     GOOD             CGS
 AV0960  HISTORY     - 19890819 GOOD             USPSQD
 AV0960  HISTORY     - 19950904 GOOD             USPSQD
 AV0960  HISTORY     - 20010331 GOOD             NGS
 AV0960  HISTORY     - 20010331 GOOD             NGS
 AV0960  HISTORY     - 20020913 GOOD             USPSQD
 AV0960  HISTORY     - 20050821 GOOD             GEOCAC
 AV0960
 AV0960                          STATION DESCRIPTION
 AV0960
 AV0960'DESCRIBED BY US ENGINEERS 1931 (FLG)
 AV0960'IN E OUTSKIRTS OF TOWN OF NEDERLAND, IN W CORNER OF VACANT
 AV0960'LOT BELONGING TO DR. F.H. HAIZLIP OF NEDERLAND, 0.2 MILE NE
 AV0960'OF PAVED HIGHWAY (ROUTE NO. 8), AND OF THE RAILWAY TRACKS
 AV0960'JUST S OF RAILWAY STATION, 50 FEET E OF CENTER LINE OF THE
 AV0960'THIRD CROSS ROAD NE OF TRACKS, 200 FEET W OF THE WILLIS HOUSE,
 AV0960'27.5 FEET NE OF SIDE STREET, AND 39.5 FEET SE OF MAIN STREET.
 AV0960'
 AV0960'THE ORIGINAL ENGINEERS MARK CONSISTED OF A 3-INCH CONCRETE-FILLED
 AV0960'IRON PIPE, UNCAPPED, AND MARKED IN ITS CENTER WITH LEAD
 AV0960'PLUG.  BASE OF PIPE IS IN CONCRETE AND PIPE PROJECTED ABOUT
 AV0960'12 INCHES ABOVE GROUND.  THE PIPE WAS LEFT IN PLACE, A BLOCK
 AV0960'OF CONCRETE 12 INCHES SQUARE WAS CAST AROUND THE EXPOSED
 AV0960'END AND A STANDARD DISK STATION MARK SET IN THE CONCRETE
 AV0960'IN HEAD OF PIPE.  MARK NOW PROJECTS 16 INCHES ABOVE GROUND.
 AV0960'DESCRIPTION STATES THAT AN UNDERGROUND MARK WAS SET, A BRONZE
 AV0960'STATION MARK IN CONCRETE, BUT THIS MAY BE AN ERROR.
 AV0960'
 AV0960'REFERENCE MARKS ARE BRONZE REFERENCE DISKS IN CONCRETE.
 AV0960'
 AV0960'REFERENCE MARK 1 PROJECTS 6 INCHES ABOVE GROUND, IS 0.5 MILE
 AV0960'NE OF RAILWAY STA. AT NEDERLAND, 35 FEET N OF INTERSECTION
 AV0960'OF MAIN ROAD AND SIDE ROAD, 200 FEET SW OF A HOUSE, 25.5 FEET
 AV0960'NE OF SIDE ROAD, 27.5 FEET NW OF MAIN ROAD, 0.25 MILE FROM
 AV0960'STATION, AND 17 DEG 46 MIN 20 SEC TO RIGHT OF NEDERLAND,
 AV0960'PURE OIL REFINERY, TALLEST STACK.
 AV0960'
 AV0960'REFERENCE MARK 2 PROJECTS 12 INCHES ABOVE GROUND, IS IN
 AV0960'S CORNER OF VACANT LOT, 0.2 MILE NE OF RAILWAY STATION, 30
 AV0960'FEET N OF CENTER LINE OF INTERSECTION OF MAIN DIRT ROAD AND
 AV0960'THIRD CROSS ROAD NE OF MAIN PAVED HIGHWAY, 25.5 FEET NW OF
 AV0960'CENTER LINE OF MAIN ROAD, 25.5 FEET NE OF CENTER LINE OF
 AV0960'SIDE ROAD, 65.80 FEET FROM STATION, AND 288 DEG 33 MIN TO RIGHT
 AV0960'OF NEDERLAND, PURE OIL REFINERY, TALLEST STACK.
 AV0960
 AV0960                          STATION RECOVERY (1930)
 AV0960
 AV0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (WM)
 AV0960'IN E OUTSKIRTS OF THE TOWN OF NEDERLAND, ON LOT OWNED BY
 AV0960'J.H. HAIZLIP OF NEDERLAND.
 AV0960'
 AV0960'STATION MARK IS A 3-INCH GALVANIZED-IRON PIPE.  IT IS ABOUT
 AV0960'12 PACES SE OF CENTER LINE OF MAIN ROAD, 9 PACES NE OF CENTER
 AV0960'LINE OF CROSS ROAD, IN AN AREA COVERED WITH WEEDS.
 AV0960'
 AV0960'REACHED FROM ROUTE 18 AT NEDERLAND BY STREET LEADING NE ACROSS
 AV0960'RAILROAD TRACK JUST S OF DEPOT, FOLLOWING IT TO STATION WHICH
 AV0960'IS AT SE CORNER OF THIRD CROSS ROAD E OF TRACK.
 AV0960
 AV0960                          STATION RECOVERY (1965)
 AV0960
 AV0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 AV0960'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AV0960'AS DESCRIBED.
 AV0960
 AV0960                          STATION RECOVERY (1989)
 AV0960
 AV0960'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 AV0960'RECOVERED IN GOOD CONDITION.
 AV0960
 AV0960                          STATION RECOVERY (1995)
 AV0960
 AV0960'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0960'RECOVERED IN GOOD CONDITION.
 AV0960
 AV0960                          STATION RECOVERY (2001)
 AV0960
 AV0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0960'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0960
 AV0960                          STATION RECOVERY (2001)
 AV0960
 AV0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0960'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0960
 AV0960                          STATION RECOVERY (2002)
 AV0960
 AV0960'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0960'RECOVERED IN GOOD CONDITION.
 AV0960
 AV0960                          STATION RECOVERY (2005)
 AV0960
 AV0960'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 AV0960'STATION MARK IS EAST OF THE INTERSECTION OF BOSTON AVENUE AND 9TH
 AV0960'STREET. STATION MARK IS A STANDARD COAST AND GEODETIC SURVEY
 AV0960'TRIANGULATION STATION DISK, STAMPED NEDERLAND USE 1911 1931.
 AV0960' 
 AV0960'REFERENCE MARK 1 IS NORTH OF INTERSECTION OF BOSTON AVENUE AND 6TH
 AV0960'STREET. A STANDARD CGS DISK, STAMPED  USE 1911 NEDERLAND NO 1 1931.
 AV0960' 
 AV0960'REFERENCE MARK 2 IS NORTH OF THE INTERSECTION OF BOSTON AVENUE AND 9TH
 AV0960'STREET, 4 FEET NORTH OF A FIRE HYDRANT. A STANDARD CGS DISK, STAMPED
 AV0960'USE 1911 NEDERLAND NO. 2 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0970 ***********************************************************************
 AV0970  DESIGNATION -  NEDERLAND WATER TANK
 AV0970  PID         -  AV0970
 AV0970  STATE/COUNTY-  TX/JEFFERSON
 AV0970  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0970
 AV0970                         *CURRENT SURVEY CONTROL
 AV0970  ___________________________________________________________________
 AV0970* NAD 83(1993)-  29 57 40.46088(N)    093 59 59.88616(W)     ADJUSTED  
 AV0970* NAVD 88     -                                                        
 AV0970  ___________________________________________________________________
 AV0970  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AV0970  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AV0970
 AV0970  HORZ ORDER  -  THIRD
 AV0970
 AV0970.The horizontal coordinates were established by classical geodetic methods
 AV0970.and adjusted by the National Geodetic Survey in February 1996..
 AV0970
 AV0970
 AV0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0970
 AV0970.The geoid height was determined by GEOID03.
 AV0970
 AV0970;                    North         East     Units Scale Factor Converg.
 AV0970;SPC TXSC     - 4,246,147.065 1,082,437.575   MT  0.99992282   +2 26 58.5
 AV0970;SPC TXSC     -13,930,900.83  3,551,297.28   sFT  0.99992282   +2 26 58.5
 AV0970;SPC TX C     - 3,050,054.697 1,311,017.523   MT  1.00004512   +3 15 43.4
 AV0970;SPC TX C     -10,006,721.12  4,301,229.99   sFT  1.00004512   +3 15 43.4
 AV0970;UTM  15      - 3,314,910.861   403,515.433   MT  0.99971485   -0 29 58.0
 AV0970
 AV0970                          SUPERSEDED SURVEY CONTROL
 AV0970
 AV0970  NAD 83(1993)-  29 57 40.46033(N)    093 59 59.88601(W) AD(       ) 4
 AV0970  NAD 83(1986)-  29 57 40.47945(N)    093 59 59.86781(W) AD(       ) 4
 AV0970  NAD 27      -  29 57 39.70700(N)    093 59 59.23800(W) AD(       ) 3
 AV0970
 AV0970.Superseded values are not recommended for survey control.
 AV0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0970.See file dsdata.txt to determine how the superseded data were derived.
 AV0970
 AV0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0351514911(NAD 83)
 AV0970_MARKER: 53 = ELEVATED TANK
 AV0970_SETTING: 0 = UNSPECIFIED SETTING
 AV0970
 AV0970  HISTORY     - Date     Condition        Report By
 AV0970  HISTORY     - 1960     FIRST OBSERVED   CGS
 AV0970  HISTORY     - 1975     GOOD             NGS
 AV0970  HISTORY     - 1984     GOOD             USPSQD
 AV0970  HISTORY     - 19890819 MARK NOT FOUND   USPSQD
 AV0970
 AV0970                          STATION DESCRIPTION
 AV0970
 AV0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AV0970'LOCATED IN THE SOUTH PART OF THE TOWN OF NEDERLAND, NEAR THE
 AV0970'JUNCTION OF HARDY AVENUE AND AVENUE A, 78 FT. W. OF THE
 AV0970'CENTERLINE OF HARDY AVENUE, AND 75 FT. SE OF THE CENTERLINE
 AV0970'OF AVENUE A.  THE TANK IS 135 FT. HIGH, WITH SIX LEGS AND A
 AV0970'SPHERICAL TOP AND BOTTOM, AND IS SILVER COLORED.  POINT
 AV0970'INTERSECTED WAS THE ROD SUPPORTING THE TWO OBSTRUCTION LIGHTS
 AV0970'ON THE TOP CENTER OF THE TANK.
 AV0970
 AV0970                          STATION RECOVERY (1975)
 AV0970
 AV0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HBA)
 AV0970'RECOVERED AS DESCRIBED.
 AV0970'
 AV0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTH
 AV0970'PART OF NEDERLAND
 AV0970
 AV0970                          STATION RECOVERY (1984)
 AV0970
 AV0970'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 AV0970'STATION RECOVERED GOOD.
 AV0970'
 AV0970'STATION LOCATED AS DESCRIBED IN HORIZONTAL CONTROL DATA, OCTOBER
 AV0970'1966, ISSUE.
 AV0970'
 AV0970'TANK IS NOW PAINTED ORANGE WITH WIDE BLACK BAND WITH NEDERLAND
 AV0970'BULLDOGS PAINTED IN ORANGE ON THE BLACK BAND.
 AV0970
 AV0970                          STATION RECOVERY (1989)
 AV0970
 AV0970'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 AV0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8391 ***********************************************************************
 AH8391  DESIGNATION -  NEED
 AH8391  PID         -  AH8391
 AH8391  STATE/COUNTY-  TX/ARANSAS
 AH8391  USGS QUAD   -  PORT ARANSAS (1975)
 AH8391
 AH8391                         *CURRENT SURVEY CONTROL
 AH8391  ___________________________________________________________________
 AH8391* NAD 83(1993)-  27 50 14.29136(N)    097 07 24.54310(W)     ADJUSTED  
 AH8391* NAVD 88     -         1.2    (meters)       4.     (feet)  VERT ANG  
 AH8391  ___________________________________________________________________
 AH8391  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AH8391  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AH8391
 AH8391  HORZ ORDER  -  THIRD
 AH8391
 AH8391.The horizontal coordinates were established by classical geodetic methods
 AH8391.and adjusted by the National Geodetic Survey in August 1998..
 AH8391
 AH8391.The orthometric height was determined by vertical angle observations.
 AH8391
 AH8391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8391
 AH8391.The geoid height was determined by GEOID03.
 AH8391
 AH8391;                    North         East     Units Scale Factor Converg.
 AH8391;SPC TXSC     - 4,001,923.300   784,883.386   MT  1.00020144   +0 55 09.6
 AH8391;SPC TXSC     -13,129,643.36  2,575,071.58   sFT  1.00020144   +0 55 09.6
 AH8391;UTM  14      - 3,080,593.275   684,798.904   MT  1.00002153   +0 52 35.4
 AH8391
 AH8391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8391!SPC TXSC     -   1.00000396  x   1.00020144  =   1.00020540
 AH8391!UTM  14      -   1.00000396  x   1.00002153  =   1.00002549
 AH8391
 AH8391                          SUPERSEDED SURVEY CONTROL
 AH8391
 AH8391.No superseded survey control is available for this station.
 AH8391
 AH8391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8479980593(NAD 83)
 AH8391_MARKER: DD = SURVEY DISK
 AH8391_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8391_STAMPING: NEED 1989
 AH8391_MARK LOGO: NOS   
 AH8391_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8391+STABILITY: SURFACE MOTION
 AH8391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8391+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8391
 AH8391  HISTORY     - Date     Condition        Report By
 AH8391  HISTORY     - 1989     MONUMENTED       NOS
 AH8391
 AH8391                          STATION DESCRIPTION
 AH8391
 AH8391'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8391'THE STATION IS LOCATED ON THE SW PART OF HARBOR ISLAND ON THE NORTH
 AH8391'SHORE OF THE CORPUS CHRISTI CHANNEL. TO REACH THE STATION FROM THE
 AH8391'MUSTANG BEACH MARINA, GO BY BOAT NW TO CORPUS CHRISTI CHANNEL.  GO
 AH8391'WEST ON THE CHANNEL FOR APPROXIMATELY 0.5 MILE TO THE AREA OF THE
 AH8391'STATION ON THE NORTH SIDE OF THE CHANNEL AND THE WEST END OF HARBOR
 AH8391'ISLAND. THE STATION IS A ALUMINUM DISK ATTACHED TO THE TOP OF A 42
 AH8391'INCH ALUMINUM ROD WHICH IN TURN IS SURROUNDED BY A MASS OF CONCRETE.
 AH8391'THE STATION IS LOCATED APPROXIMATELY 200 METERS ENE FROM LIGHT 14, AND
 AH8391'6 METERS NORTH FROM THE MHWL.  IT IS STAMPED---NEED 1989---. DESCRIBED
 AH8391'BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1914 ***********************************************************************
 FL1914  DESIGNATION -  NEEDA
 FL1914  PID         -  FL1914
 FL1914  STATE/COUNTY-  TX/HEMPHILL
 FL1914  USGS QUAD   -  CANADIAN SE (1967)
 FL1914
 FL1914                         *CURRENT SURVEY CONTROL
 FL1914  ___________________________________________________________________
 FL1914* NAD 83(1993)-  35 47 53.41150(N)    100 20 59.41195(W)     ADJUSTED  
 FL1914* NAVD 88     -       843.     (meters)    2766.     (feet)  SCALED    
 FL1914  ___________________________________________________________________
 FL1914  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 FL1914  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FL1914
 FL1914  HORZ ORDER  -  THIRD
 FL1914
 FL1914.The horizontal coordinates were established by classical geodetic methods
 FL1914.and adjusted by the National Geodetic Survey in February 1996..
 FL1914
 FL1914.The orthometric height was scaled from a topographic map.
 FL1914
 FL1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1914
 FL1914.The geoid height was determined by GEOID03.
 FL1914
 FL1914;                    North         East     Units Scale Factor Converg.
 FL1914;SPC TX N     - 1,200,089.887   303,957.239   MT  0.99993284   +0 39 59.6
 FL1914;SPC TX N     - 3,937,294.90    997,233.04   sFT  0.99993284   +0 39 59.6
 FL1914;UTM  14      - 3,962,403.413   378,029.602   MT  0.99978332   -0 47 22.8
 FL1914
 FL1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1914!SPC TX N     -   0.99987203  x   0.99993284  =   0.99980488
 FL1914!UTM  14      -   0.99987203  x   0.99978332  =   0.99965538
 FL1914
 FL1914|---------------------------------------------------------------------|
 FL1914| PID    Reference Object                     Distance      Geod. Az  |
 FL1914|                                                           dddmmss.s |
 FL1914| CK9506 NEEDA RM 1                            7.798 METERS 08419     |
 FL1914| CK9505 NEEDA AZ MK                                        2693115.2 |
 FL1914| CK9507 NEEDA RM 2                            9.005 METERS 27553     |
 FL1914| FL1915 NEEDA 2                              20.856 METERS 35914     |
 FL1914|---------------------------------------------------------------------|
 FL1914
 FL1914                          SUPERSEDED SURVEY CONTROL
 FL1914
 FL1914  NAD 83(1993)-  35 47 53.41176(N)    100 20 59.41217(W) AD(       ) 3
 FL1914  NAD 83(1986)-  35 47 53.41733(N)    100 20 59.40048(W) AD(       ) 3
 FL1914  NAD 27      -  35 47 53.26300(N)    100 20 57.92200(W) AD(       ) 3
 FL1914
 FL1914.Superseded values are not recommended for survey control.
 FL1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1914.See file dsdata.txt to determine how the superseded data were derived.
 FL1914
 FL1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7803062403(NAD 83)
 FL1914_MARKER: DS = TRIANGULATION STATION DISK
 FL1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1914
 FL1914  HISTORY     - Date     Condition        Report By
 FL1914  HISTORY     - 1952     MONUMENTED       CGS
 FL1914  HISTORY     - 1971     GOOD             NGS
 FL1914
 FL1914                          STATION DESCRIPTION
 FL1914
 FL1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1914'THE STATION IS LOCATED APPROXIMATELY 12-1/2 MILES AIR LINE
 FL1914'WEST OF GEM POST OFFICE.  8 MILES SOUTH-SOUTHEAST OF CANADIAN.
 FL1914'3 MILES EAST OF THE JUNCTION OF U.S. HIGHWAYS 60 AND 83,
 FL1914'AND STATE HIGHWAY 170.  ABOUT 60 FEET NORTH OF THE CENTER
 FL1914'LINE OF STATE HIGHWAY 170 AND AT A POINT WHERE THE HIGHWAY
 FL1914'PASSES THROUGH A CUT IN A HILL.
 FL1914'
 FL1914'TO REACH THE STATION FROM THE SIGNAL LIGHT AT THE INTERSECTION
 FL1914'OF U.S. HIGHWAYS 83 AND 60 WITH MAIN STREET IN CANADIAN, GO
 FL1914'SOUTH ON U.S. HIGHWAYS 83 AND 60 FOR 7.6 MILES TO THE JUNCTION
 FL1914'OF THESE HIGHWAYS WITH STATE HIGHWAY 170.  TURN LEFT, EASTERLY,
 FL1914'ON STATE HIGHWAY 170 AND GO 2.0 MILES TO A T-ROAD RIGHT,
 FL1914'SOUTH, AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY
 FL1914'ON STATE HIGHWAY 170 FOR 1.0 MILE TO A POINT WHERE THE HIGHWAY
 FL1914'PASSES THROUGH A CUT AND THE STATION SITE ON THE LEFT, ABOUT
 FL1914'30 FEET ABOVE THE SURFACE OF THE HIGHWAY.
 FL1914'
 FL1914'THE STATION MARK, STAMPED NEEDA 1951, IS A BRONZE DISK SET
 FL1914'IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 30
 FL1914'FEET EAST OF A FENCE CORNER.  10 FEET NORTH OF A TELEPHONE
 FL1914'LINE.  5 FEET EAST OF A WHITE WITNESS POST AND 3 FEET SOUTH
 FL1914'OF A FENCE LINE.
 FL1914'
 FL1914'REFERENCE MARK NO. 1, STAMPED NEEDA NO 1 1951, IS A BRONZE
 FL1914'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 FL1914'AND IS 1 FOOT SOUTH OF A FENCE LINE.
 FL1914'
 FL1914'REFERENCE MARK NO. 2, STAMPED NEEDA NO 2 1951, IS A BRONZE
 FL1914'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 FL1914'AND IS 1 FOOT SOUTHEAST OF A FENCE CORNER.
 FL1914'
 FL1914'THE AZIMUTH MARK, STAMPED NEEDA 1951, IS A BRONZE DISK SET
 FL1914'IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 FL1914'60 FEET NORTH OF A FENCE LINE.  55 FEET SOUTH OF THE CENTER
 FL1914'LINE OF STATE HIGHWAY 170.  40 FEET EAST OF THE CENTER OF
 FL1914'A DIRT ROAD.  AND 2 FEET NORTH OF A WHITE WITNESS POST.
 FL1914
 FL1914                          STATION RECOVERY (1971)
 FL1914
 FL1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FL1914'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 FL1914'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 FL1914'WERE VERIFIED.
 FL1914'
 FL1914'ALL MARKS WILL BE DESTROYED BY THE RECONSTRUCTION OF STATE
 FL1914'HIGHWAY 33.  THE STATION WAS MOVED BY THE REQUEST OF THE TEXAS
 FL1914'STATE HWY. DEPT.
 FL1914'
 FL1914'NEEDA 2 WAS ESTABLISHED NORTH OF THE ORIGINAL STATION AND
 FL1914'REFERENCE MARK NO. 2 WAS USED FOR R.M. A.
 FL1914'
 FL1914'NO MARKS WERE DESTROYED AT THIS TIME.  THE COUNTY ENGINEERS
 FL1914'OFFICE WAS INFORMED THAT THE OLD STATION MARKS COULD BE DESTROYED
 FL1914'WHEN CONSTRUCTION BEGAN IN THE AREA.
 FL1914'
 FL1914'SEE DESCRIPTION FOR NEEDA 2.
 FL1914'
 FL1914'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CANADIAN--8
 FL1914'MILES SSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1915 ***********************************************************************
 FL1915  DESIGNATION -  NEEDA 2
 FL1915  PID         -  FL1915
 FL1915  STATE/COUNTY-  TX/HEMPHILL
 FL1915  USGS QUAD   -  CANADIAN SE (1967)
 FL1915
 FL1915                         *CURRENT SURVEY CONTROL
 FL1915  ___________________________________________________________________
 FL1915* NAD 83(1993)-  35 47 54.08813(N)    100 20 59.42307(W)     ADJUSTED  
 FL1915* NAVD 88     -       843.     (meters)    2766.     (feet)  SCALED    
 FL1915  ___________________________________________________________________
 FL1915  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 FL1915  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FL1915
 FL1915  HORZ ORDER  -  THIRD
 FL1915
 FL1915.The horizontal coordinates were established by classical geodetic methods
 FL1915.and adjusted by the National Geodetic Survey in February 1996..
 FL1915.No horizontal observational check was made to the station.
 FL1915
 FL1915.The orthometric height was scaled from a topographic map.
 FL1915
 FL1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1915
 FL1915.The geoid height was determined by GEOID03.
 FL1915
 FL1915;                    North         East     Units Scale Factor Converg.
 FL1915;SPC TX N     - 1,200,110.735   303,956.717   MT  0.99993286   +0 39 59.6
 FL1915;SPC TX N     - 3,937,363.30    997,231.33   sFT  0.99993286   +0 39 59.6
 FL1915;UTM  14      - 3,962,424.265   378,029.610   MT  0.99978332   -0 47 22.8
 FL1915
 FL1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1915!SPC TX N     -   0.99987203  x   0.99993286  =   0.99980490
 FL1915!UTM  14      -   0.99987203  x   0.99978332  =   0.99965538
 FL1915
 FL1915|---------------------------------------------------------------------|
 FL1915| PID    Reference Object                     Distance      Geod. Az  |
 FL1915|                                                           dddmmss.s |
 FL1915| CK9509 NEEDA 2 RM 3                          8.169 METERS 09037     |
 FL1915| FL1914 NEEDA                                20.856 METERS 17914     |
 FL1915| CK9507 NEEDA RM 2                                         20332     |
 FL1915| CK9508 NEEDA 2 AZ MK                                      2675659.7 |
 FL1915| CK9505 NEEDA AZ MK                                        2684608.0 |
 FL1915| CK9510 NEEDA 2 RM 4                          8.453 METERS 27003     |
 FL1915|---------------------------------------------------------------------|
 FL1915
 FL1915                          SUPERSEDED SURVEY CONTROL
 FL1915
 FL1915  NAD 83(1993)-  35 47 54.08839(N)    100 20 59.42328(W) AD(       ) 3
 FL1915  NAD 83(1986)-  35 47 54.09397(N)    100 20 59.41160(W) AD(       ) 3
 FL1915  NAD 27      -  35 47 53.93963(N)    100 20 57.93316(W) AD(       ) 3
 FL1915
 FL1915.Superseded values are not recommended for survey control.
 FL1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1915.See file dsdata.txt to determine how the superseded data were derived.
 FL1915
 FL1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7803062424(NAD 83)
 FL1915_MARKER: DS = TRIANGULATION STATION DISK
 FL1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1915
 FL1915  HISTORY     - Date     Condition        Report By
 FL1915  HISTORY     - 1971     MONUMENTED       NGS
 FL1915
 FL1915                          STATION DESCRIPTION
 FL1915
 FL1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FL1915'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF
 FL1915'CANADIAN, 3 MILES EAST-SOUTHEAST OF THE INTERSECTION OF U.S.
 FL1915'HWYS. 68, 83 AND STATE HIGHWAY 33, ON AN EMBANKMENT THAT IS
 FL1915'ABOUT 15 FEET ABOVE THE ROAD-BED OF STATE HWY. 33, AND ON THE
 FL1915'NORTH SIDE OF RIGHT-OF-WAY OF STATE HWY. 33.
 FL1915'
 FL1915'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS. 60,
 FL1915'83 AND STATE HIGHWAY 33, WHICH IS LOCATED ABOUT 8-1/2 MILES
 FL1915'SOUTH OF CANADIAN.  GO EAST ON STATE HIGHWAY 33 FOR 1.9 MILES
 FL1915'TO A SIDE ROAD ON THE RIGHT WITH CATTLE-GUARD AND AZIMUTH
 FL1915'MARK ON THE RIGHT.  CONTINUE EAST ON STATE HWY. 33 FOR 0.95
 FL1915'MILE TO WHERE THE HIGHWAY PASSES THROUGH A CUT IN RIDGE
 FL1915'AND STATION ON THE LEFT.
 FL1915'
 FL1915'IT IS ON AN EMBANKMENT THAT IS ABOUT 15 FEET ABOVE THE ROAD-BED,
 FL1915'135 FEET NORTH OF THE CENTER-LINE OF STATE HWY. 33, 70 FEET
 FL1915'NORTHEAST OF A T FENCE-CORNER, 65 FEET NORTH OF A FENCE-LINE,
 FL1915'AND 28 FEET EAST OF A FENCE-LINE AND METAL WITNESS POST.
 FL1915'
 FL1915'STATION MARKS ARE STANDARD DISKS STAMPED NEEDA 2 1971.  THE
 FL1915'SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST
 FL1915'THAT IS FLUSH WITH THE GROUND.  THE SUB-SURFACE DISK IS SET
 FL1915'IN AN IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW THE
 FL1915'SURFACE OF THE GROUND.
 FL1915'
 FL1915'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED SANTA 2
 FL1915'NO 3 1971, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 FL1915'IS FLUSH WITH THE GROUND.  IT IS 135 FEET NORTH OF THE CENTER-LINE
 FL1915'OF STATE HWY. 33, 84 FEET NORTHEAST OF A T FENCE-CORNER, 65
 FL1915'FEET NORTH OF A FENCE-LINE, 55 FEET EAST OF FENCE-LINE AND
 FL1915'METAL WITNESS POST.
 FL1915'
 FL1915'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED SANTA 2
 FL1915'NO 4 1971, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 FL1915'PROJECTS 4-INCHES.  IT IS 135 FEET NORTH OF THE CENTER-LINE
 FL1915'OF STATE HWY. 33, 65 FEET NORTH OF T FENCE-CORNER, 1 FOOT
 FL1915'EAST OF A NORTH-SOUTH FENCE-LINE AND 1.2 FEET SOUTH OF A
 FL1915'METAL WITNESS POST.
 FL1915'
 FL1915'AZIMUTH MARK IS A STANDARD DISK, STAMPED SANTA 2 1971, SET
 FL1915'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4-INCHES.
 FL1915'IT IS 145 FEET SOUTH OF THE CENTER-LINE OF STATE HWY. 33,
 FL1915'33 FEET EAST OF THE CENTER OF TRACK ROAD, 25 FEET EAST OF THE
 FL1915'EAST END OF CATTLE-GUARD, 2 FEET EAST OF A METAL WITNESS POST
 FL1915'AND 1 FOOT NORTH OF FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0453 ***********************************************************************
 BA0453  DESIGNATION -  NEEDLE PEAK
 BA0453  PID         -  BA0453
 BA0453  STATE/COUNTY-  TX/PRESIDIO
 BA0453  USGS QUAD   -  BANDERA MESA NORTH (1983)
 BA0453
 BA0453                         *CURRENT SURVEY CONTROL
 BA0453  ___________________________________________________________________
 BA0453* NAD 83(1993)-  29 43 11.39847(N)    103 50 10.30158(W)     ADJUSTED  
 BA0453* NAVD 88     -      1288.     (meters)    4226.     (feet)  SCALED    
 BA0453  ___________________________________________________________________
 BA0453  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BA0453  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BA0453
 BA0453  HORZ ORDER  -  SECOND
 BA0453
 BA0453.The horizontal coordinates were established by classical geodetic methods
 BA0453.and adjusted by the National Geodetic Survey in February 1996..
 BA0453
 BA0453.The orthometric height was scaled from a topographic map.
 BA0453
 BA0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0453
 BA0453.The geoid height was determined by GEOID03.
 BA0453
 BA0453;                    North         East     Units Scale Factor Converg.
 BA0453;SPC TXSC     - 4,218,747.937   132,255.203   MT  0.99988573   -2 22 09.5
 BA0453;SPC TXSC     -13,841,008.86    433,907.28   sFT  0.99988573   -2 22 09.5
 BA0453;UTM  13      - 3,288,308.038   612,564.227   MT  0.99975633   +0 34 37.3
 BA0453
 BA0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0453!SPC TXSC     -   0.99980110  x   0.99988573  =   0.99968685
 BA0453!UTM  13      -   0.99980110  x   0.99975633  =   0.99955748
 BA0453
 BA0453:                Primary Azimuth Mark                     Grid Az
 BA0453:SPC TXSC     -  NEEDLE PEAK AZ MK                        069 39 12.2
 BA0453:UTM  13      -  NEEDLE PEAK AZ MK                        066 42 25.4
 BA0453
 BA0453|---------------------------------------------------------------------|
 BA0453| PID    Reference Object                     Distance      Geod. Az  |
 BA0453|                                                           dddmmss.s |
 BA0453| CH9145 NEEDLE PEAK AZ MK                                  0671702.7 |
 BA0453| CH9147 NEEDLE PEAK RM 2                      8.426 METERS 16136     |
 BA0453| CH9146 NEEDLE PEAK RM 1                      8.372 METERS 26123     |
 BA0453|---------------------------------------------------------------------|
 BA0453
 BA0453                          SUPERSEDED SURVEY CONTROL
 BA0453
 BA0453  NAD 83(1986)-  29 43 11.39558(N)    103 50 10.30035(W) AD(       ) 2
 BA0453  NAD 27      -  29 43 10.75900(N)    103 50 08.64700(W) AD(       ) 2
 BA0453
 BA0453.Superseded values are not recommended for survey control.
 BA0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0453.See file dsdata.txt to determine how the superseded data were derived.
 BA0453
 BA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN1256488308(NAD 83)
 BA0453_MARKER: DD = SURVEY DISK
 BA0453_SETTING: 66 = SET IN ROCK OUTCROP
 BA0453
 BA0453  HISTORY     - Date     Condition        Report By
 BA0453  HISTORY     - 1943     MONUMENTED       CGS
 BA0453
 BA0453                          STATION DESCRIPTION
 BA0453
 BA0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0453'LOCATED ABOUT 46 MILES, AIR LINE, SSW OF ALPINE, 7-3/4 MILES SW
 BA0453'OF THE WILSON RANCH, 1 MILE N OF NEEDLE WASH, 2-1/2 MILES W OF THE
 BA0453'PRESIDIO-BREWSTER COUNTY LINE.  IT IS ON THE HIGHEST POINT OF A
 BA0453'DOME-SHAPED HILL AT THE NW END OF A LONE, PINNACLE-SHAPED RIDGE
 BA0453'KNOWN AS NEEDLE PEAK.  THIS MOUNTAIN IS VERY CONSPICUOUS.
 BA0453'
 BA0453'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 BA0453'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 BA0453'GROUND.  IT IS STAMPED NEEDLE PK. 1943.
 BA0453'
 BA0453'NO UNDERGROUND MARK WAS ESTABLISHED.
 BA0453'
 BA0453'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BA0453'IN OUTCROPPING BEDROCK WHICH IS 18 INCHES LOWER THAN THE
 BA0453'STATION MARK AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 BA0453'STAMPED NEEDLE PK. NO. 1 1943.
 BA0453'
 BA0453'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BA0453'IN OUTCROPPING BEDROCK WHICH IS 6 INCHES LOWER THAN THE
 BA0453'STATION MARK AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 BA0453'STAMPED NEEDLE PK. NO. 2 1943.
 BA0453'
 BA0453'THE AZIMUTH MARK IS 1.5 MILES NE BY E, 0.5 MILE N OF THE
 BA0453'RESERVOIR MENTIONED BELOW AND 6.2 MILES BY ROAD FROM THE WILSON
 BA0453'RANCH HOUSE.  IT IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 BA0453'OUTCROPPING BEDROCK ON A LOW ROCKY BENCH.  THIS POINT IS 0.3 MILE
 BA0453'N OF THE POINT WHERE THE TRACK ROAD MAKES A SHARP BEND SOUTHERLY
 BA0453'ABOUT 0.2 MILE N OF THE RESERVOIR MENTIONED BELOW.  THE MARK IS
 BA0453'STAMPED NEEDLE PK. 1943.
 BA0453'
 BA0453'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD DEPOT IN ALPINE
 BA0453'GO E ON U.S. HIGHWAY 90 FOR 0.75 MILE TO THE GRAND VIEW AUTO
 BA0453'CAMP.  TURN RIGHT, S, ON THE TERLINGUA HIGHWAY, GO 0.5 MILE TO
 BA0453'FORKS.  TAKE THE RIGHT FORK 0.25 MILE, THENCE TURN LEFT AND FOLLOW
 BA0453'THE TERLINGUA HIGHWAY SOUTHERLY FOR 31.1 MILES TO A ROAD LEADING
 BA0453'LEFT KOKERNOT HEADQUARTERS RANCH.  CONTINUE S ON THE TERLINGUA
 BA0453'HIGHWAY 3.0 MILES TO THE 02 RANCH ROAD LEADING RIGHT THROUGH A
 BA0453'CATTLE GUARD.  TURN RIGHT AND GO SOUTHWESTERLY 11.8 MILES TO
 BA0453'THE 02 RANCH.  FROM THE 02 RANCH TAKE THE MAIN-TRAVELED ROAD
 BA0453'SOUTHERLY 4.5 MILES TO THE WILSON RANCH.  FROM THE W SIDE OF THE
 BA0453'WILSON RANCH HOUSE TAKE A TRCK ROAD THROUGH A CATTLE GUARD
 BA0453'WESTERLY 0.15 MILE TO A FORKS.  TAKE THE LEFT FORK, AND
 BA0453'FOLLOW THE BLADED ROAD SOUTHERLY 3.8 MILES TO CRYSTAL WASH.
 BA0453'CROSS THE WASH AND CONTINUE 0.4 MILE TO FORKS.  TAKE THE
 BA0453'RIGHT FORK, UNGRADED 1.0 MILE SW TO A RESERVOIR, WIRE
 BA0453'CORRALS, AND AN OLD SHACK.  THE AZIMUTH MARK IS ABOUT 0.5
 BA0453'MILE N OF HERE IN A ROCKY BENCH.  CONTINUE ON THE TRACK
 BA0453'ROAD 0.2 MILE TO A GATE.  PASS THROUGH THE GATE AND TURN RIGHT,
 BA0453'W, GO WESTERLY ALONG THE S SIDE OF A FENCE ACROSS COUNTRY 0.9
 BA0453'MILE TO A GATE IN A N-S FENCE.  PASS THROUGH THE GATE AND GO
 BA0453'ACROSS COUNTRY WESTWARD 0.4 MILE TO THE BASE OF THE HILL AND
 BA0453'THE END OF TRUCK TRAVEL AT THE N END OF THE RIDGE.  PACK W TO A
 BA0453'SADDLE CONNECTING THE KNOB WITH THE MAIN PORTION OF THE
 BA0453'PINNACLES, THENCE RIGHT TO THE HIGHEST POINT AND STATION.  A
 BA0453'20-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1410 ***********************************************************************
 DM1410  DESIGNATION -  NEEDMORE
 DM1410  PID         -  DM1410
 DM1410  STATE/COUNTY-  TX/DELTA
 DM1410  USGS QUAD   -  KLONDIKE (1964)
 DM1410
 DM1410                         *CURRENT SURVEY CONTROL
 DM1410  ___________________________________________________________________
 DM1410* NAD 83(1993)-  33 19 51.05589(N)    095 50 32.32245(W)     ADJUSTED  
 DM1410* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 DM1410  ___________________________________________________________________
 DM1410  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 DM1410  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DM1410
 DM1410  HORZ ORDER  -  THIRD
 DM1410
 DM1410.The horizontal coordinates were established by classical geodetic methods
 DM1410.and adjusted by the National Geodetic Survey in February 1996..
 DM1410
 DM1410.The orthometric height was scaled from a topographic map.
 DM1410
 DM1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1410
 DM1410.The geoid height was determined by GEOID03.
 DM1410
 DM1410;                    North         East     Units Scale Factor Converg.
 DM1410;SPC TXNC     - 2,187,671.299   847,383.409   MT  0.99988445   +1 26 58.2
 DM1410;SPC TXNC     - 7,177,384.92  2,780,123.73   sFT  0.99988445   +1 26 58.2
 DM1410;UTM  15      - 3,691,573.410   235,435.157   MT  1.00046306   -1 33 45.6
 DM1410
 DM1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1410!SPC TXNC     -   0.99997895  x   0.99988445  =   0.99986340
 DM1410!UTM  15      -   0.99997895  x   1.00046306  =   1.00044200
 DM1410
 DM1410:                Primary Azimuth Mark                     Grid Az
 DM1410:SPC TXNC     -  COOPER MUNICIPAL TANK                    069 28 27.4
 DM1410:UTM  15      -  COOPER MUNICIPAL TANK                    072 29 11.2
 DM1410
 DM1410|---------------------------------------------------------------------|
 DM1410| PID    Reference Object                     Distance      Geod. Az  |
 DM1410|                                                           dddmmss.s |
 DM1410| DM1390 COOPER MUNICIPAL TANK               APPROX.15.1 KM 0705525.6 |
 DM1410| CY2645 NEEDMORE RM 1                        31.743 METERS 09554     |
 DM1410| CY2644 NEEDMORE AZ MK                                     1361639.9 |
 DM1410| CY2646 NEEDMORE RM 2                        18.968 METERS 35614     |
 DM1410|---------------------------------------------------------------------|
 DM1410
 DM1410                          SUPERSEDED SURVEY CONTROL
 DM1410
 DM1410  NAD 83(1993)-  33 19 51.05835(N)    095 50 32.32020(W) AD(       ) 3
 DM1410  NAD 83(1986)-  33 19 51.06260(N)    095 50 32.31105(W) AD(       ) 3
 DM1410  NAD 27      -  33 19 50.66700(N)    095 50 31.44100(W) AD(       ) 3
 DM1410
 DM1410.Superseded values are not recommended for survey control.
 DM1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1410.See file dsdata.txt to determine how the superseded data were derived.
 DM1410
 DM1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS3543591573(NAD 83)
 DM1410_MARKER: DS = TRIANGULATION STATION DISK
 DM1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1410
 DM1410  HISTORY     - Date     Condition        Report By
 DM1410  HISTORY     - 1951     MONUMENTED       CGS
 DM1410  HISTORY     - 1957     MARK NOT FOUND   CGS
 DM1410  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 DM1410
 DM1410                          STATION DESCRIPTION
 DM1410
 DM1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1410'STATION IS LOCATED ABOUT 5 MILES WEST OF KLONDIKE JUST SOUTH
 DM1410'OF A SMALL FARMHOUSE.  STATION IS 56 FEET WEST SOUTHWEST OF
 DM1410'THE APPROXIMATE CENTERLINE OF ROAD AT POINT OF CURVE AND 11 FEET
 DM1410'NORTH OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 DM1410'DISK IS STAMPED NEEDMORE 1950.
 DM1410'
 DM1410'REFERENCE MARK NO. 1 IS 14 FEET SOUTH OF THE APPROXIMATE
 DM1410'CENTERLINE OF ROAD AND IN FENCELINE.  THE MARK IS FLUSH WITH
 DM1410'THE GROUND AND THE DISK IS STAMPED NEEDMORE NO 1 1950.
 DM1410'
 DM1410'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE APPROXIMATE
 DM1410'CENTERLINE OF ROAD AND 1 FOOT SOUTHWEST OF THE SOUTHEAST CORNER
 DM1410'OF HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 DM1410'STAMPED NEEDMORE NO 2 1950.
 DM1410'
 DM1410'AZIMUTH MARK IS 20 FEET WEST OF THE APPROXIMATE CENTERLINE
 DM1410'OF ROAD, 4 FEET NORTH OF POWER POLE, 3 FEET NORTH OF WITNESS
 DM1410'POST AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 6
 DM1410'INCHES AND THE DISK IS STAMPED NEEDMORE 1950.
 DM1410'
 DM1410'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 24 AND FARM ROAD
 DM1410'39 IN THE NORTH EDGE OF KLONDIKE GO SOUTHWEST ON STATE HIGHWAY
 DM1410'24 FOR 5.1 MILES TO CROSSROADS.  TURN RIGHT AND GO NORTH AND
 DM1410'WEST FOR 0.8 MILE TO T ROAD RIGHT.  TURN RIGHT AND GO NORTH
 DM1410'FOR 0.6 MILE TO FORKS.  TAKE RIGHT FORK AND CONTINUE NORTH FOR
 DM1410'0.35 MILE TO AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD AS
 DM1410'DESCRIBED.  CONTINUE NORTH FOR 0.15 MILE TO POINT WHERE ROAD
 DM1410'CURVES LEFT.  TURN LEFT AND GO WEST FOR 0.15 MILE TO CURVE
 DM1410'RIGHT AND STATION AS DESCRIBED.
 DM1410'
 DM1410'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1410
 DM1410                          STATION RECOVERY (1957)
 DM1410
 DM1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1410'DID NOT RECOVER STATION.  IT IS COVERED BY CONSTRUCTION OF
 DM1410'DIRT TANK.
 DM1410
 DM1410                          STATION RECOVERY (1995)
 DM1410
 DM1410'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1913 ***********************************************************************
 FL1913  DESIGNATION -  NEEDMORE
 FL1913  PID         -  FL1913
 FL1913  STATE/COUNTY-  TX/HEMPHILL
 FL1913  USGS QUAD   -  CANADIAN SE (1967)
 FL1913
 FL1913                         *CURRENT SURVEY CONTROL
 FL1913  ___________________________________________________________________
 FL1913* NAD 83(1993)-  35 47 40.52548(N)    100 16 13.84916(W)     ADJUSTED  
 FL1913* NAVD 88     -       830.     (meters)    2723.     (feet)  SCALED    
 FL1913  ___________________________________________________________________
 FL1913  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FL1913  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FL1913
 FL1913  HORZ ORDER  -  FIRST
 FL1913
 FL1913.The horizontal coordinates were established by classical geodetic methods
 FL1913.and adjusted by the National Geodetic Survey in February 1996..
 FL1913
 FL1913.The orthometric height was scaled from a topographic map.
 FL1913
 FL1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1913
 FL1913.The geoid height was determined by GEOID03.
 FL1913
 FL1913;                    North         East     Units Scale Factor Converg.
 FL1913;SPC TX N     - 1,199,779.071   311,131.410   MT  0.99993242   +0 42 45.1
 FL1913;SPC TX N     - 3,936,275.17  1,020,770.30   sFT  0.99993242   +0 42 45.1
 FL1913;UTM  14      - 3,961,910.490   385,192.414   MT  0.99976242   -0 44 35.5
 FL1913
 FL1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1913!SPC TX N     -   0.99987409  x   0.99993242  =   0.99980652
 FL1913!UTM  14      -   0.99987409  x   0.99976242  =   0.99963654
 FL1913
 FL1913|---------------------------------------------------------------------|
 FL1913| PID    Reference Object                     Distance      Geod. Az  |
 FL1913|                                                           dddmmss.s |
 FL1913| CK9512 NEEDMORE RM 1                        11.353 METERS 08400     |
 FL1913| CK9513 NEEDMORE RM 2                         9.495 METERS 16939     |
 FL1913| CK9511 NEEDMORE AZ MK                                     2534834.0 |
 FL1913|---------------------------------------------------------------------|
 FL1913
 FL1913                          SUPERSEDED SURVEY CONTROL
 FL1913
 FL1913  NAD 83(1993)-  35 47 40.52567(N)    100 16 13.84924(W) AD(       ) 1
 FL1913  NAD 83(1986)-  35 47 40.53133(N)    100 16 13.83760(W) AD(       ) 1
 FL1913  NAD 27      -  35 47 40.37600(N)    100 16 12.38000(W) AD(       ) 1
 FL1913
 FL1913.Superseded values are not recommended for survey control.
 FL1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1913.See file dsdata.txt to determine how the superseded data were derived.
 FL1913
 FL1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8519261910(NAD 83)
 FL1913_MARKER: DS = TRIANGULATION STATION DISK
 FL1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1913
 FL1913  HISTORY     - Date     Condition        Report By
 FL1913  HISTORY     - 1952     MONUMENTED       CGS
 FL1913  HISTORY     - 1972     GOOD             NGS
 FL1913
 FL1913                          STATION DESCRIPTION
 FL1913
 FL1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1913'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF CANADIAN,
 FL1913'8 MILES WEST OF GEM POST OFFICE, 100 YARDS NORTH OF STATE
 FL1913'HIGHWAY 170, 3 FEET WEST OF A WITNESS POST, AND ON A SMALL
 FL1913'RIDGE IN THE PASTURE LAND OWNED BY MR. HOSTUTLER.
 FL1913'
 FL1913'TO REACH THE STATION FROM THE SIGNAL LIGHT AT THE MAIN INTERSECTION
 FL1913'IN CANADIAN.  GO SOUTH ON U.S. HIGHWAYS 60 AND 83 FOR 7.6
 FL1913'MILES TO THE JUNCTION OF U.S. HIGHWAYS 60 AND 83 AND STATE
 FL1913'HIGHWAY 170.  TURN LEFT AND GO EASTERLY ON STATE HIGHWAY
 FL1913'170 FOR 7.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FL1913'EAST FOR 0.4 MILE TO THE TOP OF THE HILL AND THE STATION
 FL1913'ON THE LEFT.  CONTINUE FOR 0.35 MILE TO A GATE ON THE LEFT.
 FL1913'PASS THROUGH THE GATE, TURN LEFT, AND GO WEST FOR 0.35 MILE
 FL1913'TO THE HIGHEST POINT AND THE STATION.
 FL1913'
 FL1913'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1913'POSTS.
 FL1913'
 FL1913'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 FL1913'NEEDMORE 1952.
 FL1913'
 FL1913'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION
 FL1913'MARK.  THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 FL1913'NEEDMORE NO 1 1952.
 FL1913'
 FL1913'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION
 FL1913'MARK.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 FL1913'NEEDMORE NO 2 1952.
 FL1913'
 FL1913'THE AZIMUTH MARK IS 55 FEET SOUTH-SOUTHWEST OF THE CENTER
 FL1913'LINE OF STATE HIGHWAY 170, 4 FEET NORTH-NORTHWEST OF A WITNESS
 FL1913'POST, AND 1 FOOT NORTHEAST OF A FENCE LINE.  THE MARK PROJECTS
 FL1913'2 INCHES, AND THE DISK IS STAMPED NEEDMORE 1952.
 FL1913
 FL1913                          STATION RECOVERY (1972)
 FL1913
 FL1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (SEJ)
 FL1913'NEEDMORE 1952-SOMETHING HAS PEELED THE BRASS CAP OF THE AZIMUTH
 FL1913'MARK UP OFF OF THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0729 ***********************************************************************
 DQ0729  DESIGNATION -  NEEDMORE MICROWAVE TOWER
 DQ0729  PID         -  DQ0729
 DQ0729  STATE/COUNTY-  TX/TERRY
 DQ0729  USGS QUAD   -  SUNDOWN SE (1969)
 DQ0729
 DQ0729                         *CURRENT SURVEY CONTROL
 DQ0729  ___________________________________________________________________
 DQ0729* NAD 83(1993)-  33 18 16.04142(N)    102 19 44.12209(W)     ADJUSTED  
 DQ0729* NAVD 88     -                                                        
 DQ0729  ___________________________________________________________________
 DQ0729  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DQ0729  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 DQ0729
 DQ0729  HORZ ORDER  -  THIRD
 DQ0729
 DQ0729.The horizontal coordinates were established by classical geodetic methods
 DQ0729.and adjusted by the National Geodetic Survey in February 1996..
 DQ0729
 DQ0729
 DQ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0729
 DQ0729.The geoid height was determined by GEOID03.
 DQ0729
 DQ0729;                    North         East     Units Scale Factor Converg.
 DQ0729;SPC TXNC     - 2,188,111.936   243,529.761   MT  0.99988232   -2 05 17.8
 DQ0729;SPC TXNC     - 7,178,830.58    798,980.56   sFT  0.99988232   -2 05 17.8
 DQ0729;UTM  13      - 3,688,224.244   748,696.438   MT  1.00036262   +1 28 02.7
 DQ0729
 DQ0729                          SUPERSEDED SURVEY CONTROL
 DQ0729
 DQ0729  NAD 83(1986)-  33 18 16.04941(N)    102 19 44.11523(W) AD(       ) 4
 DQ0729  NAD 27      -  33 18 15.71440(N)    102 19 42.44302(W) AD(       ) 3
 DQ0729
 DQ0729.Superseded values are not recommended for survey control.
 DQ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0729.See file dsdata.txt to determine how the superseded data were derived.
 DQ0729
 DQ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4869688224(NAD 83)
 DQ0729_MARKER: 45 = MICROWAVE TOWER
 DQ0729
 DQ0729  HISTORY     - Date     Condition        Report By
 DQ0729  HISTORY     - 1968     FIRST OBSERVED   USGS
 DQ0729
 DQ0729                          STATION DESCRIPTION
 DQ0729
 DQ0729'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0729'STATION IS LOCATED 1.5 MILES SOUTH OF NEEDMORE, TEXAS AND 0.1
 DQ0729'MILE WEST OF SUBSTATION.  STATION IS 180 FEET SOUTH OF A TRACK
 DQ0729'ROAD AND 236 FEET NORTHWEST NORMAL FROM DOUBLE WOODEN POWER POLE
 DQ0729'LINE.  THIS IS A SOUTHWEST PUBLIC SERVICE COMPANY TOWER.
 DQ0729'
 DQ0729'STATION MARK--A RED AND WHITE TRIANGULAR STEEL MICROWAVE TOWER,
 DQ0729'ABOUT 200 FEET HIGH.  POINT SIGHTED WAS THE CENTERLINE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6882 ***********************************************************************
 AW6882  DESIGNATION -  NEEDVILLE HOUSTON GAS CO MAST
 AW6882  PID         -  AW6882
 AW6882  STATE/COUNTY-  TX/FORT BEND
 AW6882  USGS QUAD   -  GUY (1980)
 AW6882
 AW6882                         *CURRENT SURVEY CONTROL
 AW6882  ___________________________________________________________________
 AW6882* NAD 83(1993)-  29 22 13.89552(N)    095 49 09.28728(W)     ADJUSTED  
 AW6882* NAVD 88     -                                                        
 AW6882  ___________________________________________________________________
 AW6882  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AW6882  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6882
 AW6882  HORZ ORDER  -  THIRD
 AW6882
 AW6882.The horizontal coordinates were established by classical geodetic methods
 AW6882.and adjusted by the National Geodetic Survey in February 1996..
 AW6882
 AW6882
 AW6882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6882
 AW6882.The geoid height was determined by GEOID03.
 AW6882
 AW6882;                    North         East     Units Scale Factor Converg.
 AW6882;SPC TXSC     - 4,174,560.239   908,737.149   MT  0.99986344   +1 33 29.8
 AW6882;SPC TXSC     -13,696,036.38  2,981,415.13   sFT  0.99986344   +1 33 29.8
 AW6882;UTM  15      - 3,252,341.808   226,332.882   MT  1.00052424   -1 23 00.9
 AW6882
 AW6882                          SUPERSEDED SURVEY CONTROL
 AW6882
 AW6882  NAD 83(1986)-  29 22 13.90852(N)    095 49 09.27047(W) AD(       ) 4
 AW6882  NAD 27      -  29 22 13.01482(N)    095 49 08.43642(W) AD(       ) 3
 AW6882
 AW6882.Superseded values are not recommended for survey control.
 AW6882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6882.See file dsdata.txt to determine how the superseded data were derived.
 AW6882
 AW6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2633352342(NAD 83)
 AW6882_MARKER: 42 = RADIO/TV MAST
 AW6882
 AW6882  HISTORY     - Date     Condition        Report By
 AW6882  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6882  HISTORY     - 1987     GOOD             USPSQD
 AW6882  HISTORY     - 19980110 GOOD             USPSQD
 AW6882  HISTORY     - 19991120 GOOD             USPSQD
 AW6882
 AW6882                          STATION DESCRIPTION
 AW6882
 AW6882'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6882'LOCATED ABOUT 3 MILES SOUTH OF NEEDVILLE AND 230 FEET SOUTH
 AW6882'OF THE CENTER OF AN EAST-WEST PAVED ROAD.  IT IS A TRUSSWORK
 AW6882'STEEL STRUCTURE SUPPORTED BY GUY CABLES AND HAS A RED BLINKER
 AW6882'LIGHT AND TWO SMALL ANTENNAS AT ITS TOP.  THE OVERALL
 AW6882'HEIGHT IS ABOUT 300 FEET.
 AW6882'
 AW6882'TO REACH THE STATION FROM THE STOP LIGHT IN NEEDVILLE, GO
 AW6882'SOUTH ON FARM ROAD 360 AND STATE HIGHWAY 36 FOR 2.2 MILES TO
 AW6882'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON FARM ROAD
 AW6882'442 FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AW6882'
 AW6882'THE RED BLINKER LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
 AW6882
 AW6882                          STATION RECOVERY (1987)
 AW6882
 AW6882'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6882'RECOVERED IN GOOD CONDITION.
 AW6882
 AW6882                          STATION RECOVERY (1998)
 AW6882
 AW6882'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6882'RECOVERED IN GOOD CONDITION.
 AW6882
 AW6882                          STATION RECOVERY (1999)
 AW6882
 AW6882'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6879 ***********************************************************************
 AW6879  DESIGNATION -  NEEDVILLE MUNICIPAL TANK
 AW6879  PID         -  AW6879
 AW6879  STATE/COUNTY-  TX/FORT BEND
 AW6879  USGS QUAD   -  NEEDVILLE (1980)
 AW6879
 AW6879                         *CURRENT SURVEY CONTROL
 AW6879  ___________________________________________________________________
 AW6879* NAD 83(1993)-  29 24 01.01971(N)    095 50 16.93913(W)     ADJUSTED  
 AW6879* NAVD 88     -                                                        
 AW6879  ___________________________________________________________________
 AW6879  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW6879  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6879
 AW6879  HORZ ORDER  -  THIRD
 AW6879
 AW6879.The horizontal coordinates were established by classical geodetic methods
 AW6879.and adjusted by the National Geodetic Survey in February 1996..
 AW6879
 AW6879
 AW6879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6879
 AW6879.The geoid height was determined by GEOID03.
 AW6879
 AW6879;                    North         East     Units Scale Factor Converg.
 AW6879;SPC TXSC     - 4,177,807.420   906,824.395   MT  0.99986389   +1 32 56.7
 AW6879;SPC TXSC     -13,706,689.84  2,975,139.70   sFT  0.99986389   +1 32 56.7
 AW6879;UTM  15      - 3,255,685.124   224,588.179   MT  1.00053606   -1 23 38.7
 AW6879
 AW6879                          SUPERSEDED SURVEY CONTROL
 AW6879
 AW6879  NAD 83(1986)-  29 24 01.03287(N)    095 50 16.92256(W) AD(       ) 4
 AW6879  NAD 27      -  29 24 00.15011(N)    095 50 16.09614(W) AD(       ) 3
 AW6879
 AW6879.Superseded values are not recommended for survey control.
 AW6879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6879.See file dsdata.txt to determine how the superseded data were derived.
 AW6879
 AW6879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2458855685(NAD 83)
 AW6879_MARKER: 53 = ELEVATED TANK
 AW6879
 AW6879  HISTORY     - Date     Condition        Report By
 AW6879  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6879  HISTORY     - 1987     GOOD             USPSQD
 AW6879  HISTORY     - 19950108 GOOD             USPSQD
 AW6879
 AW6879                          STATION DESCRIPTION
 AW6879
 AW6879'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6879'THE STATION IS LOCATED NEAR THE CENTER AND 1 BLOCK EAST OF THE
 AW6879'MAIN STREET IN NEEDVILLE.  IT IS A 4 LEGGED STEEL STRUCTURE
 AW6879'SUPPORTING THE TANK PROPER AND THE TANK HAS A CONICAL SHAPED
 AW6879'ROOF WITH A BALL AND RED LIGHT AT ITS TOP.  THE OVERALL
 AW6879'HEIGHT IS ABOUT 135 FEET.
 AW6879'
 AW6879'THE BALL AND LIGHT AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 AW6879
 AW6879                          STATION RECOVERY (1987)
 AW6879
 AW6879'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6879'RECOVERED IN GOOD CONDITION.
 AW6879
 AW6879                          STATION RECOVERY (1995)
 AW6879
 AW6879'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5746 ***********************************************************************
 AW5746  DESIGNATION -  NEEL
 AW5746  PID         -  AW5746
 AW5746  STATE/COUNTY-  TX/JEFFERSON
 AW5746  USGS QUAD   -  WHITES RANCH (1993)
 AW5746
 AW5746                         *CURRENT SURVEY CONTROL
 AW5746  ___________________________________________________________________
 AW5746* NAD 83(1993)-  29 37 52.68453(N)    094 18 29.27313(W)     ADJUSTED  
 AW5746* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AW5746  ___________________________________________________________________
 AW5746  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW5746  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW5746
 AW5746  HORZ ORDER  -  SECOND
 AW5746
 AW5746.The horizontal coordinates were established by classical geodetic methods
 AW5746.and adjusted by the National Geodetic Survey in February 1996..
 AW5746
 AW5746.The orthometric height was scaled from a topographic map.
 AW5746
 AW5746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5746
 AW5746.The geoid height was determined by GEOID03.
 AW5746
 AW5746;                    North         East     Units Scale Factor Converg.
 AW5746;SPC TXSC     - 4,208,374.910 1,054,187.065   MT  0.99987657   +2 17 55.0
 AW5746;SPC TXSC     -13,806,976.68  3,458,612.06   sFT  0.99987657   +2 17 55.0
 AW5746;UTM  15      - 3,278,646.506   373,364.320   MT  0.99979787   -0 38 48.7
 AW5746
 AW5746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5746!SPC TXSC     -   1.00000377  x   0.99987657  =   0.99988033
 AW5746!UTM  15      -   1.00000377  x   0.99979787  =   0.99980163
 AW5746
 AW5746:                Primary Azimuth Mark                     Grid Az
 AW5746:SPC TXSC     -  SHELL                                    147 27 36.5
 AW5746:UTM  15      -  SHELL                                    150 24 20.2
 AW5746
 AW5746|---------------------------------------------------------------------|
 AW5746| PID    Reference Object                     Distance      Geod. Az  |
 AW5746|                                                           dddmmss.s |
 AW5746| AW5751 SHELL                               APPROX. 5.2 KM 1494531.5 |
 AW5746| CW1078 NEEL RM 2                            18.090 METERS 24239     |
 AW5746| CW1077 NEEL RM 1                            32.522 METERS 33033     |
 AW5746| AW5748 148                                 118.800 METERS 34931     |
 AW5746|---------------------------------------------------------------------|
 AW5746
 AW5746                          SUPERSEDED SURVEY CONTROL
 AW5746
 AW5746  NAD 83(1993)-  29 37 52.68361(N)    094 18 29.27263(W) AD(       ) 2
 AW5746  NAD 83(1986)-  29 37 52.70448(N)    094 18 29.25357(W) AD(       ) 2
 AW5746  NAD 27      -  29 37 51.88970(N)    094 18 28.58240(W) AD(       ) 2
 AW5746
 AW5746.Superseded values are not recommended for survey control.
 AW5746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5746.See file dsdata.txt to determine how the superseded data were derived.
 AW5746
 AW5746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN7336478647(NAD 83)
 AW5746_MARKER: DS = TRIANGULATION STATION DISK
 AW5746_SETTING: 0 = UNSPECIFIED SETTING
 AW5746
 AW5746  HISTORY     - Date     Condition        Report By
 AW5746  HISTORY     - 1934     MONUMENTED       CGS
 AW5746  HISTORY     - 1947     GOOD             CGS
 AW5746  HISTORY     - 1960     GOOD             CGS
 AW5746  HISTORY     - 20010413 MARK NOT FOUND   USPSQD
 AW5746
 AW5746                          STATION DESCRIPTION
 AW5746
 AW5746'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5746'STATION IS LOCATED ON INTRACOASTAL CANAL, APPROXIMATELY
 AW5746'5.5 MILES NE OF THE BEAUMONT-HIGH ISLAND BRIDGE.  IT IS 320
 AW5746'METERS (PACED) E OF A CATTLE CROSSING NOW UNDER CONSTRUCTION
 AW5746'AND 45 METERS INSHORE ON THE S BANK.  IT IS ATOP AN 8-FOOT-HIGH
 AW5746'SPOIL BANK.  THE SURROUNDING AREA IS LOW MARSHLAND WITH
 AW5746'NO OTHER REFERENCES IN THE IMMEDIATE VICINITY.
 AW5746'
 AW5746'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW5746'6-INCH CONCRETE-FILLED TILE PROJECTING 6 INCHES ABOVE GROUND.
 AW5746'IT IS STAMPED NEEL 1934.
 AW5746'
 AW5746'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5746'OF A 6-INCH CONCRETE-FILLED TILE AND IS ABOUT 2 FEET LOWER
 AW5746'THAN STATION MARK.  IT IS 13 METERS INSHORE AND BETWEEN
 AW5746'THE CANAL AND THE STATION.  STAMPED R.M. 1 1934.
 AW5746'
 AW5746'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5746'OF A 6-INCH CONCRETE-FILLED TILE.  IT IS W ALONG THE SPOIL
 AW5746'BANK AT ABOUT THE SAME ELEVATION AS THE STATION MARK.  STAMPED
 AW5746'R.M. 2 1934.
 AW5746'
 AW5746'B.M. 148 (U.S.E.) IS ACROSS THE CANAL ON THE N BANK.  IT IS
 AW5746'A COPPER BOLT SET IN A CONCRETE-FILLED TILE AND MARKED B.M.
 AW5746'148 IN THE CONCRETE.
 AW5746
 AW5746                          STATION RECOVERY (1947)
 AW5746
 AW5746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5746'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 AW5746'GOOD CONDITION, EXCEPT THE STATION IS 30 METERS E OF A CORRAL
 AW5746'FENCE AND 100 METERS E OF A STABLE.  THERE IS ALSO A SHACK W
 AW5746'OF THE STABLE.
 AW5746
 AW5746                          STATION RECOVERY (1960)
 AW5746
 AW5746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5746'STATION RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 AW5746'TO R.M. 1 PLACES THE MARK OUT IN THE CANAL.  R.M. 2 WAS FOUND
 AW5746'LYING ON THE SPOIL BANK.  R.M. 2 WAS RE-ESTABLISHED USING THE
 AW5746'ORIGINAL MONUMENT AND R.M. 3 WAS ESTABLISHED WITH A NEW
 AW5746'MONUMENT.  REVISED DESCRIPTION FOLLOWS.  STATION IS LOCATED ON
 AW5746'THE SOUTH BANK OF THE INTRACOASTAL WATERWAY, ABOUT 5.5 MILES
 AW5746'NORTHEAST OF THE BEAUMONT HIGH ISLAND BRIDGE, 315.0 FEET
 AW5746'NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE SHED
 AW5746'(NORTHEASTERLY OF 2) AND 96.0 FEET SOUTH OF THE SOUTH BANK OF
 AW5746'THE CANAL, ON TOP OF THE SPOIL BANK.  A WITNESS POST IS
 AW5746'1.5 FEET NORTH OF THE STATION.  A STANDARD DISK STAMPED
 AW5746'NEEL 1934 IN TOP OF A 6 INCH TILE PROJECTING 1 FOOT.
 AW5746'
 AW5746'R.M. 2 IS 16.796 (55.10 FEET) WEST OF THE STATION ALONG THE
 AW5746'TOP OF THE SPOIL BANK.  A STANDARD DISK STAMPED NO. 2 1934
 AW5746'IN TOP OF A 6 INCH TILE PROJECTING 6 INCHES.
 AW5746'
 AW5746'R.M. 3 IS 20.609 METERS (67.61 FEET) SOUTH OF THE STATION.
 AW5746'A STANDARD DISK STAMPED NEEL NO. 3 1934 IN TOP OF A CONCRETE
 AW5746'MONUMENT PROJECTING 6 INCHES.
 AW5746
 AW5746                          STATION RECOVERY (2001)
 AW5746
 AW5746'RECOVERY NOTE BY US POWER SQUADRON 2001 (WF)
 AW5746'DIFFERENTIAL GPS INDICATES THE MARK HAS BEEN DESTROYED BY CANAL BANK
 AW5746'EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1000 ***********************************************************************
 CU1000  DESIGNATION -  NEEL
 CU1000  PID         -  CU1000
 CU1000  STATE/COUNTY-  TX/MITCHELL
 CU1000  USGS QUAD   -  CEDAR BEND (1979)
 CU1000
 CU1000                         *CURRENT SURVEY CONTROL
 CU1000  ___________________________________________________________________
 CU1000* NAD 83(1993)-  32 29 27.96457(N)    100 52 48.13826(W)     ADJUSTED  
 CU1000* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 CU1000  ___________________________________________________________________
 CU1000  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CU1000  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CU1000
 CU1000  HORZ ORDER  -  THIRD
 CU1000
 CU1000.The horizontal coordinates were established by classical geodetic methods
 CU1000.and adjusted by the National Geodetic Survey in February 1996..
 CU1000
 CU1000.The orthometric height was scaled from a topographic map.
 CU1000
 CU1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1000
 CU1000.The geoid height was determined by GEOID03.
 CU1000
 CU1000;                    North         East     Units Scale Factor Converg.
 CU1000;SPC TXNC     - 2,093,955.852   376,346.676   MT  0.99992014   -1 17 53.0
 CU1000;SPC TXNC     - 6,869,920.16  1,234,730.72   sFT  0.99992014   -1 17 53.0
 CU1000;UTM  14      - 3,596,429.754   323,359.854   MT  0.99998477   -1 00 36.6
 CU1000
 CU1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1000!SPC TXNC     -   0.99989410  x   0.99992014  =   0.99981425
 CU1000!UTM  14      -   0.99989410  x   0.99998477  =   0.99987887
 CU1000
 CU1000:                Primary Azimuth Mark                     Grid Az
 CU1000:SPC TXNC     -  STANDPIPE USGS                           163 23 05.4
 CU1000:UTM  14      -  STANDPIPE USGS                           163 05 49.0
 CU1000
 CU1000|---------------------------------------------------------------------|
 CU1000| PID    Reference Object                     Distance      Geod. Az  |
 CU1000|                                                           dddmmss.s |
 CU1000| CU0344 STANDPIPE USGS                      APPROX.12.6 KM 1620512.4 |
 CU1000|---------------------------------------------------------------------|
 CU1000
 CU1000                          SUPERSEDED SURVEY CONTROL
 CU1000
 CU1000  NAD 83(1986)-  32 29 27.96987(N)    100 52 48.12931(W) AD(       ) 3
 CU1000  NAD 27      -  32 29 27.55364(N)    100 52 46.71585(W) AD(       ) 3
 CU1000
 CU1000.Superseded values are not recommended for survey control.
 CU1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1000.See file dsdata.txt to determine how the superseded data were derived.
 CU1000
 CU1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA2336096430(NAD 83)
 CU1000_MARKER: DD = SURVEY DISK
 CU1000_SETTING: 0 = UNSPECIFIED SETTING
 CU1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1000
 CU1000  HISTORY     - Date     Condition        Report By
 CU1000  HISTORY     - 1949     MONUMENTED       USGS
 CU1000
 CU1000                          STATION DESCRIPTION
 CU1000
 CU1000'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 CU1000'BUFORD, 2.0 MI. N. AND 0.9 MI. W. OF, ON LAND OWNED AND OCCUPIED BY
 CU1000'MR. R. A. NEEL, TO REACH FROM BUFORD, GO N. ALONG STATE HIGHWAY 101
 CU1000'2.0 MI. TO CROSSROADS, GO W. ALONG GRADED RD. 0.9 MI. TO T-FENCE N.
 CU1000'STATION IS 410 FT. N. AND 318 FT. W. OF FENCE CORNER AT T-FENCE N.,
 CU1000'ON HIGHEST POINT OF CULTIVATED FIELD.
 CU1000'
 CU1000'STATION MARK--STANDARD TABLET IN CONCRETE POST, SET 2 FT. BELOW
 CU1000'SURFACE OF GROUND, STAMPED ---NEEL 1949---.
 CU1000'
 CU1000'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED ---NEEL NO. 1 1949---,
 CU1000'IN CONCRETE POST AND PROJECTS 2 IN. ABOVE GROUND, 315.03 FT. FROM
 CU1000'STATION, N 73 DEG 37 MIN W.
 CU1000'
 CU1000'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED ---NEEL NO. 2 1949---,
 CU1000'IN CONCRETE POST AND PROJECTS 4 IN. ABOVE GROUND, 409.04 FT. FROM
 CU1000'STATION, N 15 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0632 ***********************************************************************
 AZ0632  DESIGNATION -  NEELYS RANCH WINDMILL
 AZ0632  PID         -  AZ0632
 AZ0632  STATE/COUNTY-  TX/KINNEY
 AZ0632  USGS QUAD   -  TEQUESQUITE SPRING (1978)
 AZ0632
 AZ0632                         *CURRENT SURVEY CONTROL
 AZ0632  ___________________________________________________________________
 AZ0632* NAD 83(1993)-  29 07 22.33272(N)    100 33 22.73163(W)     ADJUSTED  
 AZ0632* NAVD 88     -                                                        
 AZ0632  ___________________________________________________________________
 AZ0632  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AZ0632  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0632
 AZ0632  HORZ ORDER  -  THIRD
 AZ0632
 AZ0632.The horizontal coordinates were established by classical geodetic methods
 AZ0632.and adjusted by the National Geodetic Survey in February 1996..
 AZ0632
 AZ0632
 AZ0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0632
 AZ0632.The geoid height was determined by GEOID03.
 AZ0632
 AZ0632;                    North         East     Units Scale Factor Converg.
 AZ0632;SPC TXSC     - 4,143,922.743   448,558.270   MT  0.99987005   -0 45 44.8
 AZ0632;SPC TXSC     -13,595,519.87  1,471,644.92   sFT  0.99987005   -0 45 44.8
 AZ0632;UTM  14      - 3,222,599.695   348,584.831   MT  0.99988291   -0 45 27.3
 AZ0632
 AZ0632                          SUPERSEDED SURVEY CONTROL
 AZ0632
 AZ0632  NAD 83(1986)-  29 07 22.32641(N)    100 33 22.71087(W) AD(       ) 4
 AZ0632  NAD 27      -  29 07 21.46400(N)    100 33 21.42200(W) AD(       ) 3
 AZ0632
 AZ0632.Superseded values are not recommended for survey control.
 AZ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0632.See file dsdata.txt to determine how the superseded data were derived.
 AZ0632
 AZ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT4858522600(NAD 83)
 AZ0632_MARKER: 66 = WINDMILL
 AZ0632
 AZ0632  HISTORY     - Date     Condition        Report By
 AZ0632  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0632
 AZ0632                          STATION DESCRIPTION
 AZ0632
 AZ0632'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1318 ***********************************************************************
 DM1318  DESIGNATION -  NEGLEY
 DM1318  PID         -  DM1318
 DM1318  STATE/COUNTY-  TX/RED RIVER
 DM1318  USGS QUAD   -  NEGLEY (1951)
 DM1318
 DM1318                         *CURRENT SURVEY CONTROL
 DM1318  ___________________________________________________________________
 DM1318* NAD 83(1993)-  33 45 03.85794(N)    095 03 19.78441(W)     ADJUSTED  
 DM1318* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 DM1318  ___________________________________________________________________
 DM1318  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DM1318  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DM1318
 DM1318  HORZ ORDER  -  FIRST
 DM1318
 DM1318.The horizontal coordinates were established by classical geodetic methods
 DM1318.and adjusted by the National Geodetic Survey in February 1996..
 DM1318
 DM1318.The orthometric height was scaled from a topographic map.
 DM1318
 DM1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1318
 DM1318.The geoid height was determined by GEOID03.
 DM1318
 DM1318;                    North         East     Units Scale Factor Converg.
 DM1318;SPC TXNC     - 2,236,377.759   919,070.925   MT  0.99994698   +1 52 43.0
 DM1318;SPC TXNC     - 7,337,182.70  3,015,318.53   sFT  0.99994698   +1 52 43.0
 DM1318;UTM  15      - 3,736,453.728   309,611.772   MT  1.00004688   -1 08 32.5
 DM1318
 DM1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1318!SPC TXNC     -   0.99998277  x   0.99994698  =   0.99992975
 DM1318!UTM  15      -   0.99998277  x   1.00004688  =   1.00002965
 DM1318
 DM1318:                Primary Azimuth Mark                     Grid Az
 DM1318:SPC TXNC     -  NEGLEY AZ MK                             001 03 51.7
 DM1318:UTM  15      -  NEGLEY AZ MK                             004 05 07.2
 DM1318
 DM1318|---------------------------------------------------------------------|
 DM1318| PID    Reference Object                     Distance      Geod. Az  |
 DM1318|                                                           dddmmss.s |
 DM1318| CY2647 NEGLEY AZ MK                                       0025634.7 |
 DM1318| DM1319 40 WWF USGS 1951                     34.615 METERS 09743     |
 DM1318| DM1327 TEXAS FOREST SERVICE LOT 62         204.574 METERS 19011     |
 DM1318| CY2648 NEGLEY RM 1                          26.368 METERS 20515     |
 DM1318| DM1317 41 WWF USGS 1951                    APPROX. 0.9 KM 3590957.1 |
 DM1318|---------------------------------------------------------------------|
 DM1318
 DM1318                          SUPERSEDED SURVEY CONTROL
 DM1318
 DM1318  NAD 83(1993)-  33 45 03.85804(N)    095 03 19.78450(W) AD(       ) 1
 DM1318  NAD 83(1986)-  33 45 03.86535(N)    095 03 19.77041(W) AD(       ) 1
 DM1318  NAD 27      -  33 45 03.47700(N)    095 03 18.95800(W) AD(       ) 1
 DM1318
 DM1318.Superseded values are not recommended for survey control.
 DM1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1318.See file dsdata.txt to determine how the superseded data were derived.
 DM1318
 DM1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0961236454(NAD 83)
 DM1318_MARKER: DS = TRIANGULATION STATION DISK
 DM1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1318
 DM1318  HISTORY     - Date     Condition        Report By
 DM1318  HISTORY     - 1951     MONUMENTED       CGS
 DM1318  HISTORY     - 1957     GOOD             CGS
 DM1318
 DM1318                          STATION DESCRIPTION
 DM1318
 DM1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1318'STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF CLARKSVILLE
 DM1318'AND 0.15 MILE SOUTH OF THE NEGLEY POST OFFICE ON THE RIGHT OF
 DM1318'WAY OF STATE HIGHWAY 37.  STATION IS 53 FEET WEST OF THE
 DM1318'CENTERLINE OF HIGHWAY AND 29 FEET NORTH OF THE APPROXIMATE
 DM1318'CENTERLINE OF DRIVEWAY.  THE MARK IS ABOUT 8 INCHES BELOW
 DM1318'THE SURFACE AND THE DISK IS STAMPED NEGLEY 1951.
 DM1318'
 DM1318'REFERENCE MARK NO. 1 IS 90 FEET WEST OF THE CENTERLINE OF
 DM1318'HIGHWAY AND 13 FEET NORTH OF FENCE.  THE MARK PROJECTS ABOUT
 DM1318'4 INCHES AND THE DISK IS STAMPED NEGLEY NO 1 1951.
 DM1318'
 DM1318'A TRAVERSE CONNECTION WAS MADE TO 40 WWF (USGS) WHICH WAS
 DM1318'USED AS REFERENCE MARK NO. 2.  THE MARK IS 60 FEET EAST OF
 DM1318'THE CENTERLINE OF HIGHWAY, 28 FEET SOUTH OF THE APPROXIMATE
 DM1318'CENTERLINE OF DRIVEWAY AND 2 FEET WEST OF FENCE.  THE MARK
 DM1318'IS A 6 X 6 CONCRETE POST WITH STANDARD DISK, PROJECTS ABOUT
 DM1318'8 INCHES AND IS STAMPED 40 WWF 1949.
 DM1318'
 DM1318'AZIMUTH MARK IS 61 FEET EAST OF THE CENTERLINE OF HIGHWAY
 DM1318'AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 DM1318'AND THE DISK IS STAMPED NEGLEY 1951.
 DM1318'
 DM1318'A TRAVERSE CONNECTION WAS MADE TO 41 WWF (USGS).  THE MARK
 DM1318'IS 73 FEET NORTHEAST OF CONCRETE CULVERT, 60 FEET EAST OF
 DM1318'THE CENTERLINE OF HIGHWAY AND 3 FEET WEST OF FENCE.  THE
 DM1318'MARK IS A 6 X 6 CONCRETE POST WITH STANDARD DISK, PROJECTS
 DM1318'ABOUT 8 INCHES AND IS STAMPED 41 WWF 1949.
 DM1318'
 DM1318'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DM1318'HIGHWAY 37 ONE BLOCK WEST OF THE SOUTHWEST CORNER OF THE
 DM1318'SQUARE IN CLARKSVILLE GO NORTH ON STATE HIGHWAY 37 FOR 9.9
 DM1318'MILES TO STATION ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 DM1318'CONTINUE NORTH FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT OR
 DM1318'EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.35
 DM1318'MILE TO 41 WWF (USGS) ON RIGHT OR EAST SIDE OF HIGHWAY AS
 DM1318'DESCRIBED.
 DM1318'
 DM1318'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1318
 DM1318                          STATION RECOVERY (1957)
 DM1318
 DM1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1318'STATION AND REFERENCE MARK NO. 1 AND 40 WWF WERE RECOVERED IN
 DM1318'GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK WAS RECOVERED
 DM1318'IN ORIGINAL POSITION BUT HAD A PIECE BROKEN OFF.  DIRECTIONS FOR
 DM1318'PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1302 ***********************************************************************
 AJ1302  DESIGNATION -  NEGRA
 AJ1302  PID         -  AJ1302
 AJ1302  STATE/COUNTY-  TX/DUVAL
 AJ1302  USGS QUAD   -  HEBBRONVILLE NW (1967)
 AJ1302
 AJ1302                         *CURRENT SURVEY CONTROL
 AJ1302  ___________________________________________________________________
 AJ1302* NAD 83(1993)-  27 23 01.81746(N)    098 40 12.69980(W)     ADJUSTED  
 AJ1302* NAVD 88     -       192.3    (meters)     631.     (feet)  VERTCON   
 AJ1302  ___________________________________________________________________
 AJ1302  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AJ1302  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AJ1302
 AJ1302  HORZ ORDER  -  FIRST
 AJ1302
 AJ1302.The horizontal coordinates were established by classical geodetic methods
 AJ1302.and adjusted by the National Geodetic Survey in February 1996..
 AJ1302
 AJ1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1302
 AJ1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1302
 AJ1302.The geoid height was determined by GEOID03.
 AJ1302
 AJ1302;                    North         East     Units Scale Factor Converg.
 AJ1302;SPC TX S     - 5,190,260.891   283,166.510   MT  0.99991702   -0 04 38.2
 AJ1302;SPC TX S     -17,028,380.94    929,022.12   sFT  0.99991702   -0 04 38.2
 AJ1302;UTM  14      - 3,028,993.183   532,609.999   MT  0.99961313   +0 09 06.1
 AJ1302
 AJ1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1302!SPC TX S     -   0.99997374  x   0.99991702  =   0.99989076
 AJ1302!UTM  14      -   0.99997374  x   0.99961313  =   0.99958688
 AJ1302
 AJ1302|---------------------------------------------------------------------|
 AJ1302| PID    Reference Object                     Distance      Geod. Az  |
 AJ1302|                                                           dddmmss.s |
 AJ1302| CV2713 NEGRA RM 1                           31.798 METERS 06321     |
 AJ1302| CV2714 NEGRA RM 2                           15.111 METERS 16553     |
 AJ1302| AJ1293 HEBBRONVILLE CARL DOERFLER MST      APPROX. 9.1 KM 1745620.1 |
 AJ1302| AJ1297 HEBBRONVILLE DOERFLER N MAST        APPROX. 8.3 KM 1755531.9 |
 AJ1302| CV2715 NEGRA RM 3                                         1790408.0 |
 AJ1302|---------------------------------------------------------------------|
 AJ1302
 AJ1302                          SUPERSEDED SURVEY CONTROL
 AJ1302
 AJ1302  NAD 83(1986)-  27 23 01.82235(N)    098 40 12.67305(W) AD(       ) 1
 AJ1302  NAD 27      -  27 23 00.68634(N)    098 40 11.61262(W) AD(       ) 1
 AJ1302  NGVD 29 (07/19/86)  192.3    (m)          631.     (f) VERT ANG       
 AJ1302
 AJ1302.Superseded values are not recommended for survey control.
 AJ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1302.See file dsdata.txt to determine how the superseded data were derived.
 AJ1302
 AJ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3261028993(NAD 83)
 AJ1302_MARKER: DS = TRIANGULATION STATION DISK
 AJ1302_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1302_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AJ1302
 AJ1302  HISTORY     - Date     Condition        Report By
 AJ1302  HISTORY     - 1974     MONUMENTED       NGS
 AJ1302
 AJ1302                          STATION DESCRIPTION
 AJ1302
 AJ1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1302'THE STATION IS ABOUT 5 MILES NORTH OF HEBBRONVILLE, 1.9 MILES NORTH
 AJ1302'OF THE JIM HOGG AND DUVAL COUNTY LINE AND ON THE WEST RIGHT-OF-WAY
 AJ1302'OF STATE HIGHWAY 16.
 AJ1302'
 AJ1302'TO REACH THE STATION FROM THE POST OFFICE IN HEBBRONVILLE, GO WEST
 AJ1302'ON W TILLEY STREET FOR 0.05 MILE TO THE JUNCTION WITH STATE HIGHWAY
 AJ1302'16 AND 359.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 16 AND 359
 AJ1302'FOR 0.3 MILE TO WHERE STATE HIGHWAY 359 TURNS LEFT.  CONTINUE
 AJ1302'NORTH ON STATE HIGHWAY 16 FOR 3.6 MILES TO REFERENCE MARK 3 ON THE
 AJ1302'RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 16 FOR 0.9 MILE TO THE
 AJ1302'STATION ON THE LEFT WHICH IS ABOUT 0.2 MILE SOUTH OF WHERE A POWER
 AJ1302'TRANSMISSION LINE CROSSES THE HIGHWAY.
 AJ1302'
 AJ1302'STATION MARK IS A STANDARD DISK, STAMPED NEGRA 1974, CEMENTED IN A
 AJ1302'DRILL HOLE IN A BEDROCK, THAT IS 8 INCHES BELOW THE GROUND SURFACE.
 AJ1302'IT IS 54 FEET WEST OF THE CENTER OF STATE HIGHWAY 16, 5.3 FEET EAST
 AJ1302'OF A FENCE AND 3.1 FEET SOUTH OF A WITNESS POST.
 AJ1302'
 AJ1302'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEGRA NO 1 1974,
 AJ1302'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS 104 FEET EAST OF
 AJ1302'THE WITNESS POST, 39.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 16,
 AJ1302'22 FEET WEST OF A FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AJ1302'
 AJ1302'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEGRA NO 2 1974,
 AJ1302'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS 52.5 FEET SOUTH
 AJ1302'OF THE WITNESS POST, 43 FEET WEST OF THE CENTER OF STATE HIGHWAY
 AJ1302'16, 17.5 FEET EAST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 AJ1302'STATION.
 AJ1302'
 AJ1302'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED NEGRA NO 3 1974,
 AJ1302'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS 43 FEET EAST OF
 AJ1302'THE CENTER OF STATE HIGHWAY 16, 17.6 FEET WEST OF A FENCE AND 2.2
 AJ1302'FEET WEST OF THE WITNESS POST.  THIS MARK WILL SERVE AS THE
 AJ1302'AZIMUTH MARK.
 AJ1302'
 AJ1302'NEAREST TOWN--HEBBRONVILLE.
 AJ1302'
 AJ1302'HEIGHT OF LIGHT ABOVE STATION MARK 6.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1483 ***********************************************************************
 AB1483  DESIGNATION -  NEGRO
 AB1483  PID         -  AB1483
 AB1483  STATE/COUNTY-  TX/WILLACY
 AB1483  USGS QUAD   -  NORTH OF PORT ISABEL NW (1970)
 AB1483
 AB1483                         *CURRENT SURVEY CONTROL
 AB1483  ___________________________________________________________________
 AB1483* NAD 83(1993)-  26 27 26.99010(N)    097 14 48.77279(W)     ADJUSTED  
 AB1483* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AB1483  ___________________________________________________________________
 AB1483  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AB1483  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 AB1483
 AB1483  HORZ ORDER  -  THIRD
 AB1483
 AB1483.The horizontal coordinates were established by classical geodetic methods
 AB1483.and adjusted by the National Geodetic Survey in February 1996..
 AB1483
 AB1483.The orthometric height was scaled from a topographic map.
 AB1483
 AB1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1483
 AB1483.The geoid height was determined by GEOID03.
 AB1483
 AB1483;                    North         East     Units Scale Factor Converg.
 AB1483;SPC TX S     - 5,088,238.839   424,959.821   MT  0.99993948   +0 34 08.1
 AB1483;SPC TX S     -16,693,663.59  1,394,222.35   sFT  0.99993948   +0 34 08.1
 AB1483;UTM  14      - 2,927,541.944   674,779.436   MT  0.99997716   +0 46 52.6
 AB1483
 AB1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1483!SPC TX S     -   1.00000305  x   0.99993948  =   0.99994253
 AB1483!UTM  14      -   1.00000305  x   0.99997716  =   0.99998021
 AB1483
 AB1483|---------------------------------------------------------------------|
 AB1483| PID    Reference Object                     Distance      Geod. Az  |
 AB1483|                                                           dddmmss.s |
 AB1483| CV2717 NEGRO RM 1                                         04933     |
 AB1483| CV2716 NEGRO AZ MK                                        0572949.0 |
 AB1483| CV2718 NEGRO RM 2                                         30429     |
 AB1483|---------------------------------------------------------------------|
 AB1483
 AB1483                          SUPERSEDED SURVEY CONTROL
 AB1483
 AB1483  NAD 83(1986)-  26 27 27.00684(N)    097 14 48.73600(W) AD(       ) 3
 AB1483  NAD 27      -  26 27 25.76000(N)    097 14 47.81800(W) AD(       ) 3
 AB1483
 AB1483.Superseded values are not recommended for survey control.
 AB1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1483.See file dsdata.txt to determine how the superseded data were derived.
 AB1483
 AB1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7477927542(NAD 83)
 AB1483_MARKER: DS = TRIANGULATION STATION DISK
 AB1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1483_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1483
 AB1483  HISTORY     - Date     Condition        Report By
 AB1483  HISTORY     - 1949     MONUMENTED       CGS
 AB1483  HISTORY     - 1958     GOOD             SHELL
 AB1483  HISTORY     - 1968     GOOD             CGS
 AB1483  HISTORY     - 1979     GOOD             NGS
 AB1483
 AB1483                          STATION DESCRIPTION
 AB1483
 AB1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1483'LOCATED ON THE GULF OF MEXICO SIDE OF PADRE ISLAND, 29.2 MILES
 AB1483'NORTH OF U.S. COAST GUARD PORT ISABEL LIFE SAVING STATION,
 AB1483'18.3 MILES SOUTH OF WRECK (THE NICARAUGUA) IN SURF AND
 AB1483'APPROXIMATELY 0.3 MILE WEST OF THE MHWL OF THE GULF OF MEXICO.
 AB1483'
 AB1483'THE STATION IS A STANDARD DISK STAMPED NEGRO 1949 AND PROJECTS
 AB1483'12 INCHES ABOVE THE SAND FLAT.  IT IS ON THE NORTHERN EDGE OF
 AB1483'A SAND FLAT, JUST SOUTH OF AN ISOLATED GROUP OF GRASS COVERED
 AB1483'DUNES, APPROXIMATELY 200 FEET SOUTHWEST OF THE LARGEST DUNE
 AB1483'IN GROUP, 291 FEET SOUTH-SOUTHWEST OF THE SOUTHMOST OF A
 AB1483'NORTH-SOUTH ROW OF FOUR SMALLER DUNES AND 2 FEET WEST OF A 4 X 4
 AB1483'INCH WITNESS POST.  THE AREA IS COVERED BY 4 TO 10 INCHES OF
 AB1483'WATER FOLLOWING HEAVY RAINS.
 AB1483'
 AB1483'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NEGRO 1949
 AB1483'NO 1 AND PROJECTS 10 INCHES.  IT IS APPROXIMATELY 125 FEET
 AB1483'SOUTH OF THE LARGEST DUNE IN GROUP.
 AB1483'
 AB1483'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED NEGRO 1949 NO 2
 AB1483'AND PROJECTS 10 INCHES.  IT IS APPROXIMATELY 50 FEET SOUTH-SOUTHEAST
 AB1483'OF THE MOST WESTERLY DUNE IN GROUP.
 AB1483'
 AB1483'THE AZIMUTH MARK IS A STANDARD TOPOGRAPHIC STATION DISK STAMPED
 AB1483'DECK 1949 AND SET IN THE TOP OF AN 8 INCH CONCRETE TILE AND
 AB1483'PROJECTS 12 INCHES.  IT IS IN A ROW OF SMALL SAND DUNES ALONG
 AB1483'THE BEACH, 2 FEET EAST OF A WITNESS POST.
 AB1483'
 AB1483'TO REACH THE STATION FROM A POINT ON THE BEACH DIRECTLY EAST
 AB1483'OF THE MAIN BUILDING OF THE U.S. COAST GUARD PORT LIFE SAVING
 AB1483'STATION, GO 29.2 NORTH ALONG BEACH, TURN WEST ACROSS PADRE ISLAND
 AB1483'AND GO ABOUT 200 FEET TO THE AZIMUTH MARK, CONTINUE AS DUE WEST
 AB1483'AS POSSIBLE FOR 0.25 MILE TO STATION AS DESCRIBED.  WHEN
 AB1483'CROSSING THE SAND FLATS, ESPECIALLY IN WET WEATHER, CAUTION
 AB1483'SHOULD BE USED WHEN GOING IN A NORTHWESTERLY DIRECTION IF
 AB1483'FORCED TO DO SO BY DRIFTED SAND.  WHEN THE STATION WAS
 AB1483'ESTABLISHED (DECEMBER 1949) A LARGE AREA OF QUICKSAND WAS
 AB1483'ENCOUNTERED ABOUT 500 FEET NORTH OF A COURSE DUE WEST FROM THE
 AB1483'AZIMUTH MARK
 AB1483
 AB1483                          STATION RECOVERY (1958)
 AB1483
 AB1483'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1483'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AB1483
 AB1483                          STATION RECOVERY (1968)
 AB1483
 AB1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1483'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 AB1483'NO. 2 WAS FOUND LYING ON ITS SIDE AND IS DESTROYED.  REFERENCE
 AB1483'MARK NO. 1 AND THE AZIMUTH MARK WAS NOT FOUND.
 AB1483'
 AB1483'A NEW TO REACH FOLLOWS--
 AB1483'
 AB1483'TO REACH THE STATION FROM THE POST OFFICE IN PORT ISABEL,
 AB1483'GO EASTERLY ON TEXAS PARK ROAD 100, ACROSS LAGUNA MADRE,
 AB1483'2.8 MILES TO A Y INTERSECTION, KEEP LEFT ON PARK ROAD 100
 AB1483'FOR 4.1 MILES TO A ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO
 AB1483'THE GULF MHWL, TURN LEFT (NORTH) AND TRAVEL ALONG MHWL 23.1
 AB1483'MILES TO A BOARD ROAD LEADING WEST, (3.5 MILES NORTH OF THE
 AB1483'WILLACY - CAMERON COUNTY LINE) TO AN OIL WELL.  TURN LEFT ON
 AB1483'BOARD ROAD ACROSS SAND FLATS .25 MILE, WALK SOUTH ABOUT 200
 AB1483'FEET TO STATION AS DESCRIBED.  A FOUR WHEEL DRIVE VEHICLE IS
 AB1483'NECESSARY TO REACH THE STATION.
 AB1483
 AB1483                          STATION RECOVERY (1979)
 AB1483
 AB1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1483'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, REFERENCE
 AB1483'MARKS 1 AND 2 WERE FOUND LAYING ON THEIR SIDES IN THE MUD FLAT,
 AB1483'STATION MARK IS PROJECTING ABOUT 2 FEET IN A LARGE MUD FLAT.  THE
 AB1483'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED, STATION MARK IS
 AB1483'STAMPED NEGRO 1949.  THE 1968 RECOVERY NOTE IS ADEQUATE.
 AB1483'
 AB1483'TO REACH THE STATION FROM THE LIGHT HOUSE IN PORT ISABEL, GO WESTERLY
 AB1483'FOR 2.5 MILE TO A CROSS ROAD, ON PARK ROAD 100, AND WHERE PARK ROAD
 AB1483'100 TURNS LEFT, NORTH.  TURN LEFT NORTHERLY ON PARK ROAD 100 FOR
 AB1483'3.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT EASTERLY AND GO FOR 0.2
 AB1483'MILE TO THE BEACH.  TURN LEFT NORTHERLY AND GO ALONG THE BEACH FOR
 AB1483'23.1 MILE TO AN OLD BOARD ROAD LEFT, PARITY COVERED WITH SAND
 AB1483'DUNES.  FROM HERE PACK WESTERLY ALONG OLD BOARD ROAD FOR ABOUT 0.35
 AB1483'MILE, FROM HERE BEAR SHARP LEFT SOUTH FOR ABOUT 200 FEET AND
 AB1483'STATION IN MUD FLAT, A 2X6 POLE NEAR THE MARK.
 AB1483'
 AB1483'NOTE.  A HELICOPTER CAN LAND NEAR THE STATION, A FOUR-WHEEL DRIVE
 AB1483'VEHICLE IS NECESSARY TO DRIVE ALONG THE BEACH.
 AB1483'
 AB1483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 31 MILES N
 AB1483'OF PORT ISABEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0761 ***********************************************************************
 AO0761  DESIGNATION -  NEGRO
 AO0761  PID         -  AO0761
 AO0761  STATE/COUNTY-  TX/ZAVALA
 AO0761  USGS QUAD   -  WOODARD LAKE (1972)
 AO0761
 AO0761                         *CURRENT SURVEY CONTROL
 AO0761  ___________________________________________________________________
 AO0761* NAD 83(1993)-  28 42 21.22978(N)    099 38 38.36455(W)     ADJUSTED  
 AO0761* NAVD 88     -       196.8    (meters)     646.     (feet)  VERTCON   
 AO0761  ___________________________________________________________________
 AO0761  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AO0761  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AO0761
 AO0761  HORZ ORDER  -  FIRST
 AO0761
 AO0761.The horizontal coordinates were established by classical geodetic methods
 AO0761.and adjusted by the National Geodetic Survey in February 1996..
 AO0761
 AO0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0761
 AO0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0761
 AO0761.The geoid height was determined by GEOID03.
 AO0761
 AO0761;                    North         East     Units Scale Factor Converg.
 AO0761;SPC TXSC     - 4,096,878.363   537,078.663   MT  0.99992305   -0 18 55.8
 AO0761;SPC TXSC     -13,441,175.10  1,762,065.58   sFT  0.99992305   -0 18 55.8
 AO0761;UTM  14      - 3,175,572.050   437,097.956   MT  0.99964883   -0 18 33.6
 AO0761
 AO0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0761!SPC TXSC     -   0.99997282  x   0.99992305  =   0.99989587
 AO0761!UTM  14      -   0.99997282  x   0.99964883  =   0.99962166
 AO0761
 AO0761|---------------------------------------------------------------------|
 AO0761| PID    Reference Object                     Distance      Geod. Az  |
 AO0761|                                                           dddmmss.s |
 AO0761| CV4899 NEGRO RM 1                           18.006 METERS 00102     |
 AO0761| AO0750 BATESVILLE CABLE VISION MAST        APPROX.11.3 KM 0191240.1 |
 AO0761| CV4898 NEGRO AZ MK                                        0905200.6 |
 AO0761| CV4900 NEGRO RM 2                           13.930 METERS 10829     |
 AO0761| AO0757 BIG WELLS MUN TANK                  APPROX.16.1 KM 1534629.9 |
 AO0761|---------------------------------------------------------------------|
 AO0761
 AO0761                          SUPERSEDED SURVEY CONTROL
 AO0761
 AO0761  NAD 83(1986)-  28 42 21.22729(N)    099 38 38.34289(W) AD(       ) 1
 AO0761  NAD 27      -  28 42 20.30247(N)    099 38 37.16456(W) AD(       ) 1
 AO0761  NGVD 29 (07/19/86)  196.7    (m)          645.     (f) VERT ANG       
 AO0761
 AO0761.Superseded values are not recommended for survey control.
 AO0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0761.See file dsdata.txt to determine how the superseded data were derived.
 AO0761
 AO0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS3709875572(NAD 83)
 AO0761_MARKER: DS = TRIANGULATION STATION DISK
 AO0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0761_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0761
 AO0761  HISTORY     - Date     Condition        Report By
 AO0761  HISTORY     - 1971     MONUMENTED       NGS
 AO0761  HISTORY     - 20010823 MARK NOT FOUND   USPSQD
 AO0761
 AO0761                          STATION DESCRIPTION
 AO0761
 AO0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0761'THE STATION IS ABOUT 11 MILES EAST AND 1-1/2 MILES NORTH OF CRYSTAL
 AO0761'CITY, 9 MILES NORTH AND 5 MILES WEST OF BIG WELLS, 5 MILES SOUTH OF
 AO0761'THE JUNCTION OF FARM ROADS 1025 AND 1867, ON THE SOUTH SIDE OF A
 AO0761'RANCH ROAD AND ON PROPERTY OWNED BY RITA MOULDER AND CAL PFIEFFER
 AO0761'OF 425 PECAN STREET, SAN ANTONIO, TEXAS.
 AO0761'
 AO0761'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 582 AND 1433
 AO0761'AT THE CRYSTAL CITY HIGH SCHOOL IN THE NORTHEAST PART OF CRYSTAL
 AO0761'CITY, GO EAST ON FARM ROAD 582 FOR 4.2 MILES TO THE JUNCTION WITH
 AO0761'FARM ROAD 395.  CONTINUE EAST ON FARM ROAD 582 FOR 1.95 MILES TO
 AO0761'WHERE FARM ROAD 582 TURNS LEFT AND A GRADED ROAD CONTINUES
 AO0761'AHEAD.  GO EAST, NORTH, EAST AND SOUTH ON THE GRADED ROAD FOR
 AO0761'3.75 MILES TO A CROSSROAD AND LOCKED GATES.  TURN LEFT, PASSING
 AO0761'THROUGH THE EAST GATE AND GO EAST ON RANCH ROAD FOR 1.45 MILES TO
 AO0761'A SIDE ROAD RIGHT AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 AO0761'ROADS.
 AO0761'
 AO0761'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON RANCH ROAD FOR
 AO0761'0.55 MILE TO A LOCKED GATE AND THE MARK ON THE RIGHT.
 AO0761'
 AO0761'STATION MARKS ARE STANDARD DISKS, STAMPED NEGRO 1971.  THE SURFACE
 AO0761'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0761'THAT IS FLUSH WITH THE GROUND.  IT IS 38.0 FEET SOUTH OF THE CENTER
 AO0761'OF THE GRADED ROAD, 33.0 FEET WEST-NORTHWEST OF THE CENTER OF A
 AO0761'METAL GATE, 23 FEET WEST OF THE CENTER OF A TRACK ROAD AND 14.0 FEET
 AO0761'NORTH OF A WITNESS POST IN A FENCE LINE.  THE UNDERGROUND MARK IS
 AO0761'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 AO0761'SURFACE.
 AO0761'
 AO0761'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEGRO NO 1 1971, SET IN
 AO0761'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AO0761'INCHES ABOVE THE GROUND.  IT IS 41.0 FEET EAST OF A POWER LINE
 AO0761'POLE, 21.0 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 6.8 FEET
 AO0761'SOUTH OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0761'
 AO0761'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEGRO NO 2 1971, SET IN
 AO0761'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AO0761'INCHES ABOVE THE GROUND.  IT IS 56.0 FEET SOUTH OF THE CENTER OF
 AO0761'THE GRADED ROAD, 47.3 FEET EAST OF THE WITNESS POST, 16.0 FEET EAST
 AO0761'OF THE CENTER OF THE METAL GATE, 1.9 FEET NORTHWEST OF A T-FENCE
 AO0761'JUNCTION AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0761'
 AO0761'AZIMUTH MARK IS A STANDARD DISK, STAMPED NEGRO 1971, SET IN THE TOP
 AO0761'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AO0761'GROUND SURFACE.  IT IS 52.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 AO0761'GATE, 44.5 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 28.5 FEET
 AO0761'WEST OF A FENCE AND 23.0 FEET SOUTH OF A WITNESS POST IN A FENCE
 AO0761'LINE.
 AO0761'
 AO0761'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 AO0761
 AO0761                          STATION RECOVERY (2001)
 AO0761
 AO0761'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1231 ***********************************************************************
 AJ1231  DESIGNATION -  NEIL
 AJ1231  PID         -  AJ1231
 AJ1231  STATE/COUNTY-  TX/DUVAL
 AJ1231  USGS QUAD   -  ROSITA SE (1969)
 AJ1231
 AJ1231                         *CURRENT SURVEY CONTROL
 AJ1231  ___________________________________________________________________
 AJ1231* NAD 83(1993)-  27 49 52.96055(N)    098 18 21.01396(W)     ADJUSTED  
 AJ1231* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 AJ1231  ___________________________________________________________________
 AJ1231  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AJ1231  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AJ1231
 AJ1231  HORZ ORDER  -  FIRST
 AJ1231
 AJ1231.The horizontal coordinates were established by classical geodetic methods
 AJ1231.and adjusted by the National Geodetic Survey in February 1996..
 AJ1231
 AJ1231.The orthometric height was scaled from a topographic map.
 AJ1231
 AJ1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1231
 AJ1231.The geoid height was determined by GEOID03.
 AJ1231
 AJ1231;                    North         East     Units Scale Factor Converg.
 AJ1231;SPC TX S     - 5,239,855.225   319,127.844   MT  0.99999951   +0 05 17.3
 AJ1231;SPC TX S     -17,191,091.68  1,047,005.27   sFT  0.99999951   +0 05 17.3
 AJ1231;UTM  14      - 3,078,716.805   568,358.736   MT  0.99965768   +0 19 26.7
 AJ1231
 AJ1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1231!SPC TX S     -   0.99998226  x   0.99999951  =   0.99998177
 AJ1231!UTM  14      -   0.99998226  x   0.99965768  =   0.99963995
 AJ1231
 AJ1231|---------------------------------------------------------------------|
 AJ1231| PID    Reference Object                     Distance      Geod. Az  |
 AJ1231|                                                           dddmmss.s |
 AJ1231| CV2719 NEIL RM 1                            13.610 METERS 08437     |
 AJ1231| AJ1187 SAN DIEGO COTTON GIN WTR TANK       APPROX.10.1 KM 1364005.1 |
 AJ1231| AJ1190 SAN DIEGO DUVAL CO CTHSE TANK       APPROX.10.3 KM 1374306.6 |
 AJ1231| AJ1232 PEREZ                               APPROX. 5.1 KM 1451948.2 |
 AJ1231| CV2720 NEIL RM 2                            14.197 METERS 20333     |
 AJ1231| CV2721 NEIL RM 3                            17.677 METERS 26017     |
 AJ1231|---------------------------------------------------------------------|
 AJ1231
 AJ1231                          SUPERSEDED SURVEY CONTROL
 AJ1231
 AJ1231  NAD 83(1986)-  27 49 52.96641(N)    098 18 20.99068(W) AD(       ) 1
 AJ1231  NAD 27      -  27 49 51.88600(N)    098 18 19.96000(W) AD(       ) 1
 AJ1231
 AJ1231.Superseded values are not recommended for survey control.
 AJ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1231.See file dsdata.txt to determine how the superseded data were derived.
 AJ1231
 AJ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6835978717(NAD 83)
 AJ1231_MARKER: DS = TRIANGULATION STATION DISK
 AJ1231_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1231
 AJ1231  HISTORY     - Date     Condition        Report By
 AJ1231  HISTORY     - 1935     MONUMENTED       CGS
 AJ1231  HISTORY     - 1952     GOOD             CGS
 AJ1231
 AJ1231                          STATION DESCRIPTION
 AJ1231
 AJ1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1231'STATION IS ABOUT 6 MILES NW OF SAN DIEGO AND ABOUT 17 MILES
 AJ1231'NNE OF BENAVIDES.  ABOUT 1 MILE NW OF THE SAN DIEGO-TILDEN
 AJ1231'ROAD.  ON A WELL-ROUNDED FLAT-TOPPED, BRUSH COVERED HILL WHICH IS
 AJ1231'IN THE PASTURE LAND OF THE NEIL ROBINSON RANCH.  IT IS 3/8
 AJ1231'MILE FROM A WOODEN WINDMILL WHOSE MAGNETIC AZIMUTH IS 130 DEG.
 AJ1231'MARK IS 8 INCHES BELOW GROUND.
 AJ1231'
 AJ1231'A U.S.G.S. MARK WAS RECOVERED IN GOOD CONDITION 33.45 FEET
 AJ1231'NNW OF STATION.  MARK (NOT STAMPED WITH NAME OR DATE) IS 6
 AJ1231'INCHES BELOW GROUND.
 AJ1231'
 AJ1231'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 AJ1231'IN OUTCROPPING BEDROCK.
 AJ1231'
 AJ1231'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AJ1231'
 AJ1231'REFERENCE MARK NO. 1 IS E OF STATION.  MARK PROJECTS 8 INCHES
 AJ1231'ABOVE GROUND.
 AJ1231'
 AJ1231'REFERENCE MARK NO. 2 IS S OF STATION.  MARK PROJECTS 8 INCHES
 AJ1231'ABOVE GROUND.
 AJ1231'
 AJ1231'REFERENCE MARK NO. 3 IS W OF STATION.  MARK PROJECTS 8 INCHES
 AJ1231'ABOVE GROUND.
 AJ1231'
 AJ1231'TO REACH STATION FROM THE POST OFFICE IN SAN DIEGO, GO N 0.2
 AJ1231'MILE ON STATE HIGHWAY 12 TO WHERE IT TURNS TO THE RIGHT.  TURN
 AJ1231'LEFT (W) LEAVING STATE HIGHWAY 12 AND GO 0.25 MILE TO STREET
 AJ1231'INTERSECTION.  TURN RIGHT (N) AND GO 0.35 MILE TO CROSS ROAD.
 AJ1231'TURN LEFT (W) AND GO 0.15 MILE TO CROSS ROAD.  BEAR TO RIGHT
 AJ1231'(NW) AND FOLLOW MAIN ROAD 0.25 MILE TO FORK.  CONTINUE STRAIGHT
 AJ1231'AHEAD ON MAIN ROAD (SAN DIEGO-TILDEN ROAD) FOR 2.3 MILES TO
 AJ1231'TELEPHONE LINE CROSSING ROAD.  CONTINUE STRAIGHT AHEAD FOR
 AJ1231'2.4 MILES TO ROAD FORK WHERE MAIN ROAD CURVES TO THE RIGHT.
 AJ1231'TAKE LEFT FORK (W) AND GO 0.65 MILE ON DIM PASTURE ROAD TO
 AJ1231'WINDMILL AND LARGE EARTHEN TANK.  TURN RIGHT (NW) AND
 AJ1231'FOLLOW DIM ROAD FOR 0.25 MILE.  THEN GO 0.15 MILE SW THRU BRUSH
 AJ1231'TO TOP OF HILL AND STATION.
 AJ1231'
 AJ1231'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 AJ1231
 AJ1231                          STATION RECOVERY (1952)
 AJ1231
 AJ1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AJ1231'STATION RECOVERED, ALL MARKS FOUND AS PREVIOUSLY DESCRIBED IN
 AJ1231'1935 AND ARE IN GOOD CONDITION.
 AJ1231'
 AJ1231'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM SAN DIEGO
 AJ1231'IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1233 ***********************************************************************
 AJ1233  DESIGNATION -  NEIL
 AJ1233  PID         -  AJ1233
 AJ1233  STATE/COUNTY-  TX/DUVAL
 AJ1233  USGS QUAD   -  ROSITA SE (1969)
 AJ1233
 AJ1233                         *CURRENT SURVEY CONTROL
 AJ1233  ___________________________________________________________________
 AJ1233* NAD 83(1993)-  27 49 53.28978(N)    098 18 21.04001(W)     ADJUSTED  
 AJ1233* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 AJ1233  ___________________________________________________________________
 AJ1233  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AJ1233  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AJ1233
 AJ1233  HORZ ORDER  -  THIRD
 AJ1233
 AJ1233.The horizontal coordinates were established by classical geodetic methods
 AJ1233.and adjusted by the National Geodetic Survey in February 1996..
 AJ1233
 AJ1233.The orthometric height was scaled from a topographic map.
 AJ1233
 AJ1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1233
 AJ1233.The geoid height was determined by GEOID03.
 AJ1233
 AJ1233;                    North         East     Units Scale Factor Converg.
 AJ1233;SPC TX S     - 5,239,865.358   319,127.116   MT  0.99999953   +0 05 17.3
 AJ1233;SPC TX S     -17,191,124.93  1,047,002.88   sFT  0.99999953   +0 05 17.3
 AJ1233;UTM  14      - 3,078,726.932   568,357.966   MT  0.99965767   +0 19 26.7
 AJ1233
 AJ1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1233!SPC TX S     -   0.99998242  x   0.99999953  =   0.99998195
 AJ1233!UTM  14      -   0.99998242  x   0.99965767  =   0.99964009
 AJ1233
 AJ1233:                Primary Azimuth Mark                     Grid Az
 AJ1233:SPC TX S     -  GRAVIS                                   201 32 56.7
 AJ1233:UTM  14      -  GRAVIS                                   201 18 47.3
 AJ1233
 AJ1233|---------------------------------------------------------------------|
 AJ1233| PID    Reference Object                     Distance      Geod. Az  |
 AJ1233|                                                           dddmmss.s |
 AJ1233| AJ1220 GRAVIS                              APPROX.12.6 KM 2013814.0 |
 AJ1233|---------------------------------------------------------------------|
 AJ1233
 AJ1233                          SUPERSEDED SURVEY CONTROL
 AJ1233
 AJ1233  NAD 83(1986)-  27 49 53.29619(N)    098 18 21.01677(W) AD(       ) 3
 AJ1233  NAD 27      -  27 49 52.21351(N)    098 18 19.98886(W) AD(       ) 3
 AJ1233
 AJ1233.Superseded values are not recommended for survey control.
 AJ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1233.See file dsdata.txt to determine how the superseded data were derived.
 AJ1233
 AJ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6835878727(NAD 83)
 AJ1233
 AJ1233  HISTORY     - Date     Condition        Report By
 AJ1233  HISTORY     - UNK      MONUMENTED
 AJ1233  HISTORY     - 1969     GOOD             USGS
 AJ1233
 AJ1233                          STATION DESCRIPTION
 AJ1233
 AJ1233'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ1233'FROM SAN DIEGO TAKE MAIN RD. NW. 5.0 MI. TO NEIL ROBISONS RANCH WHICH
 AJ1233'IS ON E. SIDE OF RD., THENCE ON SAME RD. TO  A POINT AT NE. CORNER OF
 AJ1233'CLEARED FIELD TO FORKS, THENCE W. ON SECOND CLASS RD. TO WINDMILL,
 AJ1233'THEN 300 YARDS NW. TURN OFF FROM RD. AND GO TO STATION AT TOP OF HILL.
 AJ1233'
 AJ1233'STATION MARK - BRONZE TABLET SET 6 IN. BELOW SURFACE IN SOLID LEDGE.
 AJ1233'
 AJ1233'EARTH WAS CLEARED AWAY IN A CIRCLE 2 FT. IN DIAMETER AND A STONE 15 BY
 AJ1233'15 BY 30 IN. SET OVER TABLET AND MONUMENT OF LOOSE ROCK MADE AROUND IT
 AJ1233'STONE HAS USGS CUT OFF N. FACE AND CROSS MARK ON TOP.
 AJ1233'
 AJ1233'REFERENCE MARK - IRON PIPE DRIVEN IN GROUND 39.50 FT.FROM STATION,
 AJ1233'S 76 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0798 ***********************************************************************
 BN0798  DESIGNATION -  NEIL
 BN0798  PID         -  BN0798
 BN0798  STATE/COUNTY-  TX/MENARD
 BN0798  USGS QUAD   -  SAN AUGUSTINE DRAW (1970)
 BN0798
 BN0798                         *CURRENT SURVEY CONTROL
 BN0798  ___________________________________________________________________
 BN0798* NAD 83(1993)-  30 52 19.60271(N)    099 57 19.05510(W)     ADJUSTED  
 BN0798* NAVD 88     -       651.     (meters)    2136.     (feet)  SCALED    
 BN0798  ___________________________________________________________________
 BN0798  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BN0798  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 BN0798
 BN0798  HORZ ORDER  -  FIRST
 BN0798
 BN0798.The horizontal coordinates were established by classical geodetic methods
 BN0798.and adjusted by the National Geodetic Survey in February 1996..
 BN0798
 BN0798.The orthometric height was scaled from a topographic map.
 BN0798
 BN0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0798
 BN0798.The geoid height was determined by GEOID03.
 BN0798
 BN0798;                    North         East     Units Scale Factor Converg.
 BN0798;SPC TX C     - 3,133,690.934   736,148.295   MT  0.99988428   +0 11 41.0
 BN0798;SPC TX C     -10,281,117.67  2,415,179.86   sFT  0.99988428   +0 11 41.0
 BN0798;UTM  14      - 3,415,819.521   408,678.433   MT  0.99970287   -0 29 24.8
 BN0798
 BN0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0798!SPC TX C     -   0.99990132  x   0.99988428  =   0.99978561
 BN0798!UTM  14      -   0.99990132  x   0.99970287  =   0.99960422
 BN0798
 BN0798:                Primary Azimuth Mark                     Grid Az
 BN0798:SPC TX C     -  LACKEY                                   005 47 27.5
 BN0798:UTM  14      -  LACKEY                                   006 28 33.3
 BN0798
 BN0798|---------------------------------------------------------------------|
 BN0798| PID    Reference Object                     Distance      Geod. Az  |
 BN0798|                                                           dddmmss.s |
 BN0798| CA1135 LACKEY                              APPROX.18.8 KM 0055908.5 |
 BN0798| CV4902 NEIL RM 1                            33.795 METERS 07427     |
 BN0798| CV4901 NEIL AZ MK                                         0753750.9 |
 BN0798| CV4903 NEIL RM 2                            31.562 METERS 17305     |
 BN0798| CV4904 NEIL RM 3                            43.932 METERS 26337     |
 BN0798|---------------------------------------------------------------------|
 BN0798
 BN0798                          SUPERSEDED SURVEY CONTROL
 BN0798
 BN0798  NAD 83(1986)-  30 52 19.60990(N)    099 57 19.04089(W) AD(       ) 1
 BN0798  NAD 27      -  30 52 18.98300(N)    099 57 17.77300(W) AD(       ) 1
 BN0798
 BN0798.Superseded values are not recommended for survey control.
 BN0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0798.See file dsdata.txt to determine how the superseded data were derived.
 BN0798
 BN0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV0867815820(NAD 83)
 BN0798_MARKER: DS = TRIANGULATION STATION DISK
 BN0798_SETTING: 66 = SET IN ROCK OUTCROP
 BN0798_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0798
 BN0798  HISTORY     - Date     Condition        Report By
 BN0798  HISTORY     - 1935     MONUMENTED       CGS
 BN0798  HISTORY     - 1937     GOOD             CGS
 BN0798  HISTORY     - 1937     GOOD             TXHD
 BN0798  HISTORY     - 1939     GOOD             TSI
 BN0798  HISTORY     - 1943     GOOD             CGS
 BN0798
 BN0798                          STATION DESCRIPTION
 BN0798
 BN0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0798'STATION IS LOCATED ON THE LAND OF N.B. WILKINSON, 11 MILES
 BN0798'WSW OF MENARD, 9-1/2 MILES ENE OF FORT MC KAVETT, ON A BLUFF
 BN0798'WHICH RISES TO THE S SIDE OF THE SAN SABA RIVER.
 BN0798'
 BN0798'REACHED FROM THE JUNCTION OF U.S. 83 AND THE MAIN STREET
 BN0798'IN MENARD BY GOING W ON THE MAIN STREET, ARROW FORT MC KAVETT
 BN0798'22, AND FOLLOW THE FORT MC KAVETT ROAD WESTWARD FOR 7.6
 BN0798'MILES, THEN KEEP STRAIGHT AHEAD (W) AT CROSSROADS FOR 0.3
 BN0798'MILE, THEN TAKE MAIN T-ROAD LEFT (S) AT THREE MAIL BOXES
 BN0798'ON LEFT FOR 0.2 MILE, THEN CROSS RIVER AND KEEP STRAIGHT
 BN0798'AHEAD AFTER PASSING CATTLE GUARD FOR 0.05 MILE, THEN TAKE
 BN0798'RIGHT FORK 0.8 MILE, THEN TAKE MAIN LEFT FORK FOR 0.4 MILE
 BN0798'THEN TURN RIGHT AROUND HOUSE ON RIGHT FOR 0.05 MILE, THEN PASS
 BN0798'THROUGH GATE TURN LEFT (SSW) FOR 0.5 MILE, THEN TAKE
 BN0798'RIGHT FORK FOR 2.0 MILES TO HOME OF MR. WILKINSON.
 BN0798'
 BN0798'STATION IS ABOUT 200 FEET W OF MR. WILKINSONS HOUSE, 45.8
 BN0798'FEET W OF THE CENTER OF WINDMILL, 35.8 FEET SW OF JUNCTION
 BN0798'OF FOUR CORRAL FENCES, 29.4 FEET S OF THE E-W FENCE LINE,
 BN0798'AND 19 FEET W OF N-S FENCE LINE.  MARK IS A BRONZE DISK IN A
 BN0798'DRILL HOLE IN BEDROCK ABOUT 9 INCHES BELOW THE SURFACE OF
 BN0798'THE GROUND.
 BN0798'
 BN0798'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BN0798'
 BN0798'REFERENCE MARK NO. 1 IS 33.795 METERS, 110.89 FEET, ENE OF
 BN0798'STATION, 3 FEET S OF E-W FENCE LINE.  MARK PROJECTS ABOUT
 BN0798'10 INCHES ABOVE THE GROUND.
 BN0798'
 BN0798'REFERENCE MARK NO. 2 IS 31.562 METERS, 103.56 FEET, SSE OF
 BN0798'STATION IN FENCE CORNER.  MARK PROJECTS 6 INCHES.
 BN0798'
 BN0798'REFERENCE MARK NO. 3 IS 43.932 METERS, 144.12 FEET, WSW OF
 BN0798'STATION, 68 FEET W OF N-S FENCE LINE.  MARK PROJECTS 6 INCHES.
 BN0798'
 BN0798'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BN0798
 BN0798                          STATION RECOVERY (1937)
 BN0798
 BN0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 BN0798'LOCATED ABOUT 11.6 MILES BY ROAD SW OF MENARD.  ON PROPERTY
 BN0798'BELONGING TO AND OCCUPIED BY MR. N.B. WILKINSON.  THE STATION
 BN0798'IS IN A SMALL STOCK LOT ABOUT 200 FEET DUE W OF MR. WILKINSONS
 BN0798'HOUSE.  45.8 FEET W FROM CENTER OF A WINDMILL AND DIRECTLY
 BN0798'ON LINE WITH CENTER OF THE WINDMILL AND W GABLE OF WILKINSONS
 BN0798'HOUSE.
 BN0798'
 BN0798'REFERENCE MARK NO. 1 IS ON S SIDE OF E-W FENCE.  DISTANT
 BN0798'31.56 METERS.  65 DEG MAGNETIC FROM THE STATION.
 BN0798'
 BN0798'REFERENCE MARK NO. 2 IS SE CORNER OF THE STOCK LOT.  43.89
 BN0798'METERS.  162 DEG MAGNETIC FROM THE STATION.
 BN0798'
 BN0798'THE STATION MARK IS A BRONZE TABLET SET IN CONCRETE 9 INCHES
 BN0798'BELOW THE SURFACE.
 BN0798'
 BN0798'REFERENCE MARK NOS. 1 AND 2 ARE BRONZE TABLET REFERENCE
 BN0798'MARKS SET IN CYLINDERS OF CONCRETE PROJECTING 9 INCHES ABOVE
 BN0798'THE SURFACE.
 BN0798'
 BN0798'TO REACH FROM MENARD, START FROM JUNCTION OF HIGHWAY AT
 BN0798'MAIN STREET AND GO WESTWARD ON THE FORT MC KAVETT ROAD 7.8
 BN0798'MILES TO T-ROAD LEFT AT 4 MAIL BOXES.  THERE TURN LEFT ON
 BN0798'T-ROAD AND GO 0.3 MILE TO FORKS OF ROAD.  JUST AFTER CROSSING
 BN0798'RIVER AND PASSING THROUGH CATTLE GUARDS.  THERE TAKE RIGHT FORK
 BN0798'AND FOLLOW MAIN-TRAVELED ROAD 1.2 MILES TO RANCH HOUSE.
 BN0798'FOLLOW ROAD AROUND TO LEFT OF HOUSE AND FOLLOW MAIN-TRAVELED
 BN0798'ROAD SOUTHWARD 1.4 MILES TO RED GATE.  PASS THROUGH GATE.
 BN0798'THERE ONE ROAD CURVES TO LEFT AND ONE ROAD TURNS TO RIGHT
 BN0798'(W).  TAKE ROAD TO RIGHT AND FOLLOW WESTWARD 1.1 MILES TO
 BN0798'WILKINSONS HOUSE AND THE STATION.
 BN0798
 BN0798                          STATION RECOVERY (1937)
 BN0798
 BN0798'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0798'STATION BURIED.  REFERENCE MARKS RECOVERED IN GOOD CONDITION
 BN0798'AND AS DESCRIBED.
 BN0798'
 BN0798'DIRECTIONS FOR REACHING STATION ARE SATISFACTORY EXCEPT THAT ON
 BN0798'LAST CALL OF 2.0 MILES THERE IS A GATE AT 0.9 MILE AND THEN
 BN0798'ROAD FORKS, TAKE RIGHT FORK W WITH FENCE.
 BN0798
 BN0798                          STATION RECOVERY (1939)
 BN0798
 BN0798'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 BN0798'STATION MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BN0798
 BN0798                          STATION RECOVERY (1943)
 BN0798
 BN0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0798'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION
 BN0798'OF SLIGHT DIFFERENCES IN DIRECTIONS TO THE REFERENCE MARKS.
 BN0798'AN AZIMUTH MARK WAS ESTABLISHED BUT IS NOT VISIBLE FROM
 BN0798'THE GROUND DUE TO THE HEAVY GROWTH OF SCRUB OAK.  THERE ARE
 BN0798'SOME CHANGES IN THE DESCRIPTION DUE TO ROAD CHANGES.  NEW
 BN0798'DESCRIPTION FOLLOWS--
 BN0798'
 BN0798'STATION IS LOCATED ABOUT 11.6 MILES SW OF MENARD ON LAND
 BN0798'BELONGING TO AND OCCUPIED BY N.B. WILKINSON.  IT IS IN A SMALL
 BN0798'STOCK LOT ABOUT 200 FEET DUE W OF MR. WILKINSONS HOUSE, 45.8
 BN0798'FEET W FROM THE CENTER OF A WINDMILL AND DIRECTLY ON LINE
 BN0798'WITH CENTER OF THE WINDMILL AND W GABLE OF THE WILKINSON
 BN0798'HOUSE.  IT IS STAMPED NEIL 1935 AND IS SET IN BEDROCK ABOUT
 BN0798'9 INCHES BELOW THE SURFACE OF THE GROUND.
 BN0798'
 BN0798'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 3 FEET S OF AN
 BN0798'E-W FENCE AND PROJECTS 10 INCHES.  IT IS STAMPED NEIL NO.
 BN0798'1 1935.
 BN0798'
 BN0798'REFERENCE MARK NO. 2 IS SSE OF THE STATION NEAR A FENCE CORNER.
 BN0798'IT IS STAMPED NEIL NO. 2 1935 AND PROJECTS 6 INCHES.
 BN0798'
 BN0798'REFERENCE MARK NO. 3 IS WSW OF THE STATION, 68 FEET W OF A
 BN0798'N-S FENCE.  IT IS STAMPED NEIL NO. 3 1935 AND PROJECTS 6
 BN0798'INCHES.
 BN0798'
 BN0798'AZIMUTH MARK IS 0.2 MILE ENE OF THE STATION, 18 FEET N OF THE
 BN0798'OF THE CENTER LINE OF A GRAVEL ROAD RUNNING E AND N, AND 1
 BN0798'FOOT S OF A FENCE.  IT IS STAMPED NEIL 1943 AND PROJECTS 6
 BN0798'INCHES.
 BN0798'
 BN0798'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 BN0798'U.S. HIGHWAY 83 IN MENARD GO WESTERLY ON MAIN STREET FOR 7.9
 BN0798'MILES TO A T-ROAD LEFT.  TURN LEFT AND GO 0.2 MILE ACROSS RIVER
 BN0798'TO A GATE.  CONTINUE THROUGH GATE 1.6 MILES ON MAIN-TRAVELED ROAD
 BN0798'TO A GATE.  CONTINUE AHEAD THROUGH GATE FOR 0.25 MILE TO A GATE
 BN0798'ON LEFT AND RED CATTLE GUARD AHEAD.  *TURN LEFT THROUGH GATE AND
 BN0798'GO 2.2 MILES TO A GATE ON RIGHT.  TURN RIGHT THROUGH GATE AND
 BN0798'STATION BEHIND RANCH HOUSE.
 BN0798'
 BN0798'*TO REACH THE AZIMUTH FROM THIS POINT, CONTINUE ON STATION
 BN0798'DESCRIPTION FOR 2.0 MILES TO AZIMUTH ON RIGHT.
 BN0798'
 BN0798'A 37-FOOT SIGNAL AT LACKEY 1935 IS VISIBLE AT 64 FEET.
 BN0798'
 BN0798'A 64-FOOT SIGNAL AT LEGGETT IS VISIBLE AT 64 FEET.
 BN0798'
 BN0798'A 64-FOOT SIGNAL AT BENSON IS VISIBLE AT 64 FEET.
 BN0798'
 BN0798'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1488 ***********************************************************************
 DN1488  DESIGNATION -  NEILL
 DN1488  PID         -  DN1488
 DN1488  STATE/COUNTY-  TX/GRAYSON
 DN1488  USGS QUAD   -  GUNTER (1974)
 DN1488
 DN1488                         *CURRENT SURVEY CONTROL
 DN1488  ___________________________________________________________________
 DN1488* NAD 83(1993)-  33 25 00.32665(N)    096 38 16.27530(W)     ADJUSTED  
 DN1488* NAVD 88     -       230.9    (meters)     758.     (feet)  VERTCON   
 DN1488  ___________________________________________________________________
 DN1488  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DN1488  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN1488
 DN1488  HORZ ORDER  -  THIRD
 DN1488
 DN1488.The horizontal coordinates were established by classical geodetic methods
 DN1488.and adjusted by the National Geodetic Survey in February 1996..
 DN1488
 DN1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1488
 DN1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1488
 DN1488.The geoid height was determined by GEOID03.
 DN1488
 DN1488;                    North         East     Units Scale Factor Converg.
 DN1488;SPC TXNC     - 2,195,603.930   773,173.130   MT  0.99989286   +1 00 56.2
 DN1488;SPC TXNC     - 7,203,410.56  2,536,652.18   sFT  0.99989286   +1 00 56.2
 DN1488;UTM  14      - 3,699,984.595   719,643.238   MT  1.00019482   +1 18 05.1
 DN1488
 DN1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1488!SPC TXNC     -   0.99996775  x   0.99989286  =   0.99986061
 DN1488!UTM  14      -   0.99996775  x   1.00019482  =   1.00016256
 DN1488
 DN1488                          SUPERSEDED SURVEY CONTROL
 DN1488
 DN1488  NAD 83(1993)-  33 25 00.32850(N)    096 38 16.27106(W) AD(       ) 3
 DN1488  NAD 83(1986)-  33 25 00.33284(N)    096 38 16.26496(W) AD(       ) 3
 DN1488  NGVD 29 (07/26/91)  230.9    (m)          758.     (f) VERT ANG       
 DN1488
 DN1488.Superseded values are not recommended for survey control.
 DN1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1488.See file dsdata.txt to determine how the superseded data were derived.
 DN1488
 DN1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1964399985(NAD 83)
 DN1488_MARKER: DS = TRIANGULATION STATION DISK
 DN1488_SETTING: 0 = UNSPECIFIED SETTING
 DN1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1488
 DN1488  HISTORY     - Date     Condition        Report By
 DN1488  HISTORY     - 1959     MONUMENTED       USGS
 DN1488  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN1488
 DN1488                          STATION DESCRIPTION
 DN1488
 DN1488'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DN1488'STATION IS IN GRAYSON COUNTY, TEXAS, ABOUT 6.5 MI. ESE. OF GUNTER,
 DN1488'3.5 MI. WSW. OF VAN ALSTYNE, 0.5 MI. S. OF ELMONT, AT THE NEILL FARM
 DN1488'HOUSE, AT THE NW. CORNER OF THE YARD, 36 FT. N. OF THE CENTERLINE OF
 DN1488'A DRIVEWAY, 27 FT. E. OF THE CENTERLINE OF A N-S. RD., 6.5 FT. E. OF
 DN1488'A FENCE CORNER AND 1.8 FT. S. OF AN E-W. FENCE.
 DN1488'
 DN1488'TO REACH THE STATION FROM VAN ALSTYNE, AT THE JUNCTION OF U.S. HIGHWAY
 DN1488'75 AND FARM ROAD 121, GO W. ON FARM ROAD 121 FOR 3.5 MI. TO ELMONT,
 DN1488'TEXAS, TURN LEFT AT BARRETTS GENERAL STORE AND GO S. FOR 0.5 MI. TO
 DN1488'BRICK FARM HOUSE ON THE LEFT AND STATION.
 DN1488'
 DN1488'STATION MARK--STANDARD TABLET SET IN CONCRETE POST FLUSH WITH GROUND,
 DN1488'STAMPED---NEILL - ET 1959---.
 DN1488
 DN1488                          STATION RECOVERY (1999)
 DN1488
 DN1488'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0131 ***********************************************************************
 BM0131  DESIGNATION -  NELLEVA
 BM0131  PID         -  BM0131
 BM0131  STATE/COUNTY-  TX/BRAZOS
 BM0131  USGS QUAD   -  MILLICAN (1980)
 BM0131
 BM0131                         *CURRENT SURVEY CONTROL
 BM0131  ___________________________________________________________________
 BM0131* NAD 83(1993)-  30 26 54.84723(N)    096 09 57.48252(W)     ADJUSTED  
 BM0131* NAVD 88     -        80.57   (+/-2cm)     264.3    (feet)  VERTCON   
 BM0131  ___________________________________________________________________
 BM0131  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BM0131  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BM0131
 BM0131  HORZ ORDER  -  FIRST
 BM0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0131
 BM0131.The horizontal coordinates were established by classical geodetic methods
 BM0131.and adjusted by the National Geodetic Survey in February 1996..
 BM0131
 BM0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0131.The vertical order pertains to the NGVD 29 superseded value.
 BM0131
 BM0131.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0131
 BM0131.The geoid height was determined by GEOID03.
 BM0131
 BM0131;                    North         East     Units Scale Factor Converg.
 BM0131;SPC TX C     - 3,094,174.770 1,100,150.537   MT  0.99992797   +2 08 47.2
 BM0131;SPC TX C     -10,151,471.72  3,609,410.55   sFT  0.99992797   +2 08 47.2
 BM0131;UTM  14      - 3,371,904.761   772,152.609   MT  1.00051384   +1 26 13.5
 BM0131
 BM0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0131!SPC TX C     -   0.99999157  x   0.99992797  =   0.99991954
 BM0131!UTM  14      -   0.99999157  x   1.00051384  =   1.00050540
 BM0131
 BM0131:                Primary Azimuth Mark                     Grid Az
 BM0131:SPC TX C     -  ANDERSON GRIMES CO CTHSE CUP             073 16 15.8
 BM0131:UTM  14      -  ANDERSON GRIMES CO CTHSE CUP             073 58 49.5
 BM0131
 BM0131|---------------------------------------------------------------------|
 BM0131| PID    Reference Object                     Distance      Geod. Az  |
 BM0131|                                                           dddmmss.s |
 BM0131| BL2260 ANDERSON GRIMES CO CTHSE CUP        APPROX.17.8 KM 0752503.0 |
 BM0131| BL2261 ANDERSON INTST PUB SERV CO TK       APPROX.17.8 KM 0754818.3 |
 BM0131| BL2264 ANDERSON ST STANISLAUS CATH CH      APPROX.17.0 KM 0765556.1 |
 BM0131| BM0967 GALVESTON WACO AIRWAY BCN 10        APPROX.12.4 KM 1140737.1 |
 BM0131| BM0974 NAVASOTA MUNICIPAL TANK             APPROX.10.7 KM 1250824.5 |
 BM0131| CV8925 NELLEVA RM 1                         41.136 METERS 12857     |
 BM0131| BM0965 NAVASOTA MUNICIPAL STANDPIPE        APPROX. 9.8 KM 1301340.0 |
 BM0131| BM0968 NAVASOTA ST PAULS EPIS CH           APPROX.10.2 KM 1305238.9 |
 BM0131| BM0964 NAVASOTA FIRST PRESB CH SPIRE       APPROX.10.2 KM 1312924.5 |
 BM0131| BM0971 NAVASOTA SCHUMACHER OIL SPIPE       APPROX. 9.8 KM 1314807.3 |
 BM0131| BM0966 NAVASOTA CITY HALL TOWER            APPROX.10.1 KM 1321307.2 |
 BM0131| BM0969 NAVASOTA FRIENDSHIP BAP CH          APPROX.11.0 KM 1334928.9 |
 BM0131| BM0976 NAVASOTA MISSOURI PAC RY CO TK      APPROX.11.4 KM 1353326.2 |
 BM0131| BM0981 WASHINGTON EVAN LUTH CH SPIRE       APPROX.17.8 KM 1800941.8 |
 BM0131| CV8926 NELLEVA RM 2                         35.451 METERS 21055     |
 BM0131| BM0130 NELLEVA AZ MK                                      2842843.6 |
 BM0131| BM0948 GALVESTON WACO AIRWAY BCN 11        APPROX.13.9 KM 3414737.5 |
 BM0131|---------------------------------------------------------------------|
 BM0131
 BM0131                          SUPERSEDED SURVEY CONTROL
 BM0131
 BM0131  NAD 83(1986)-  30 26 54.86101(N)    096 09 57.46491(W) AD(       ) 1
 BM0131  NAD 27      -  30 26 54.12400(N)    096 09 56.61600(W) AD(       ) 1
 BM0131  NGVD 29 (??/??/92)   80.548  (m)          264.26   (f) ADJ UNCH    2 0
 BM0131
 BM0131.Superseded values are not recommended for survey control.
 BM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0131.See file dsdata.txt to determine how the superseded data were derived.
 BM0131
 BM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7215371905(NAD 83)
 BM0131_MARKER: DS = TRIANGULATION STATION DISK
 BM0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0131_STAMPING: NELLEVA 1935
 BM0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0131+STABILITY: SURFACE MOTION
 BM0131
 BM0131  HISTORY     - Date     Condition        Report By
 BM0131  HISTORY     - 1935     MONUMENTED       CGS
 BM0131  HISTORY     - 1938     GOOD             TXGS
 BM0131  HISTORY     - 1941     GOOD             LOCSUR
 BM0131  HISTORY     - 1943     GOOD             CGS
 BM0131  HISTORY     - 1957     GOOD             CGS
 BM0131  HISTORY     - 1967     GOOD             CGS
 BM0131  HISTORY     - 1967     GOOD             NGS
 BM0131
 BM0131                          STATION DESCRIPTION
 BM0131
 BM0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0131'THIS STATION IS ABOUT 6 MILES NW OF NAVASOTA, 2 MILES SE OF
 BM0131'MILLICAN, AND 11 MILES W OF ANDERSON, ON LAND BELIEVED TO BE
 BM0131'OWNED BY KNOX WILLIAMS, THE MARK IS SET 89 FEET S OF THE
 BM0131'CENTER LINE OF TEXAS HIGHWAY 6, IN A SMALL GROVE OF TREES,
 BM0131'38 FEET E OF DIRT ROAD INTO FARMYARD, 30 FEET ESE OF A 1-FOOT
 BM0131'TREE, 30 FEET NE OF A 20-INCH TREE WITH CROOKED TRUNK.  MARK
 BM0131'PROJECTS 8 INCHES.
 BM0131'
 BM0131'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BM0131'DISKS SET IN CONCRETE.
 BM0131'
 BM0131'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT N OF FENCE
 BM0131'LINE, 12 FEET S OF 2-FOOT OAK TREE, 8 FEET S OF OLD DIRT ROAD
 BM0131'AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS SSW OF THE
 BM0131'STATION, 1 FOOT N OF THE FENCE LINE, 1 FOOT E OF GATE INTO
 BM0131'FARMYARD.
 BM0131'
 BM0131'AZIMUTH MARK IS W OF THE STATION, 30 FEET S OF THE CENTER
 BM0131'LINE OF TEXAS 6, 50 FEET ENE OF A 20-INCH OAK TREE, LARGER
 BM0131'OF TWO, 4 FEET S OF DITCH BANK AND PROJECTS 3 INCHES.
 BM0131'
 BM0131'TO REACH STATION FROM NAVASOTA, GO NW ON TEXAS 6 FROM ITS
 BM0131'INTERSECTION WITH TEXAS 90, FOR 6.6 MILES TO TOP OF RISE
 BM0131'AND STATION ON LEFT.
 BM0131'
 BM0131'LIGHTS 74 FEET ABOVE LOHMEYER AND 87 FEET ABOVE MOODY COME
 BM0131'INTO VIEW AT 20 FEET ABOVE THE GROUND.
 BM0131'
 BM0131'LIGHTS 60 FEET ABOVE HURST AND 100 FEET ABOVE MINS COME INTO
 BM0131'VIEW AT 45 FEET ABOVE THE GROUND.
 BM0131'
 BM0131'A LIGHT 60 FEET ABOVE MICHIE COMES INTO VIEW AT 50 FEET ABOVE
 BM0131'THE GROUND.
 BM0131'
 BM0131'A 77-FOOT TOWER WAS USED.
 BM0131
 BM0131                          STATION RECOVERY (1938)
 BM0131
 BM0131'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 BM0131'FROM A LETTER BY T.C. BITTLE, CIVIL ENGINEER, BRYAN, DATED
 BM0131'JULY 8, 1938--I OCCUPIED THE STATION, FOUND ALL MARKS IN
 BM0131'EXCELLENT SHAPE, BUT ONLY AFTER HOURS OF SEARCH ON THE NEW
 BM0131'TEXAS 6, WHICH IS ABOUT 3 MILES AWAY FROM THE OLD ROAD.  THE
 BM0131'OLD TEXAS 6 PARALLELS THE SOUTHERN PACIFIC RAILROAD, AND IS
 BM0131'UNUSED EXCEPT FOR OLD CARS.
 BM0131'
 BM0131'THIS STATION IS ABOUT 2 MILES SE OF MILLICAN, ON THE SOUTHERN
 BM0131'PACIFIC RAILROAD AT MILEPOST 78, AND ON THE OLD HIGHWAY 6.
 BM0131'
 BM0131'TO REACH FROM MAIN STREET IN NAVASOTA, GO W ON NEW HIGHWAY 6,
 BM0131'AT 2.5 MILES THE NAVASOTA RIVER BRIDGE, AT 2.6 MILES TURN
 BM0131'LEFT, CROSS TRACK, FOLLOW OLD HIGHWAY 6, AT 6.6 MILES A SUMMIT
 BM0131'POINT AND THE STATION ON LEFT, IN SMALL GROVE OF TREES, 38
 BM0131'FEET E OF A FARM ROAD, 89 FEET S OF THE CENTER LINE OF THE OLD
 BM0131'HIGHWAY 6.  MARK PROJECTS 8 INCHES.
 BM0131
 BM0131                          STATION RECOVERY (1941)
 BM0131
 BM0131'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 BM0131'RECOVERED BY PHILLIPS PETROLEUM CO.
 BM0131'
 BM0131'RECOVERED.
 BM0131
 BM0131                          STATION RECOVERY (1943)
 BM0131
 BM0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 BM0131'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1938.
 BM0131
 BM0131                          STATION RECOVERY (1957)
 BM0131
 BM0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 BM0131'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BM0131'FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT THAT TEXAS
 BM0131'HIGHWAY 6 IS NOW A COUNTY ROAD.
 BM0131
 BM0131                          STATION RECOVERY (1967)
 BM0131
 BM0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0131'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 BM0131'CONDITION AND THE DISTANCES AND DIRECTIONS TO THE MARKS COMPARED
 BM0131'FAVORABLY WITH THE 1935 DATA.
 BM0131'
 BM0131'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BM0131'
 BM0131'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF NAVASOTA,
 BM0131'5-1/2 MILES NORTHEAST OF ALLENFARM AND 2 MILES SOUTHEAST OF
 BM0131'MILLICAN, IN A GROVE OF TREES ON PROPERTY OWNED BY CELIA SUMMERS.
 BM0131'
 BM0131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 90
 BM0131'AND 6 IN NAVASOTA, GO NORTH-NORTHWEST ON HIGHWAY 6 FOR 2.35
 BM0131'MILES TO A BRIDGE OVER THE NAVASOTA RIVER.  CONTINUE NORTHWEST
 BM0131'ON HIGHWAY 6 FOR 1.9 MILES TO FARM ROAD 2154 ON THE LEFT.  TURN
 BM0131'LEFT AND GO SOUTHWEST, THEN NORTHWESTERLY ON ROAD 2154 FOR
 BM0131'2.85 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 BM0131'ON A GRAVELED ROAD, CROSSING RAILROAD TRACKS, FOR 0.05 MILE
 BM0131'TO A T-INTERSECTION.  TURN LEFT ON A PAVED ROAD AND GO EAST
 BM0131'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST
 BM0131'ON THE PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT
 BM0131'AT THE SUMMIT OF A GRADE AND THE STATION IN A GROVE OF TREES
 BM0131'IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 BM0131'
 BM0131'THE STATION MARK IS A STANDARD DISK STAMPED NELLEVA 1935, SET
 BM0131'IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES
 BM0131'ABOVE THE SURFACE OF THE GROUND.  IT IS 86 FEET SOUTH OF THE
 BM0131'CENTER OF THE PAVED ROAD, 76 FEET SOUTHEAST OF A CORNER FENCE
 BM0131'POST, 66 FEET SOUTH-SOUTHWEST OF A POWER POLE AND 55 FEET
 BM0131'SOUTH OF AN EAST-WEST FENCE.
 BM0131'
 BM0131'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NELLEVA NO 1
 BM0131'1935, SET IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 BM0131'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 118 FEET SOUTH
 BM0131'OF THE EAST-WEST FENCE, 91 FEET EAST OF A POWER POLE AND 15
 BM0131'FEET NORTHEAST OF AN 18-INCH TREE.
 BM0131'
 BM0131'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED NELLEVA NO 2
 BM0131'1935, SET IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 BM0131'5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 88 FEET EAST
 BM0131'OF AN EAST END GATE POST, 83 FEET WEST-SOUTHWEST OF THE POWER
 BM0131'POLE AND 42 FEET SOUTHEAST OF A TELEPHONE POLE.
 BM0131'
 BM0131'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NELLEVA 1935, SET
 BM0131'IN TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 BM0131'OF THE GROUND.  IT IS 51 FEET EAST OF THE NORTH ONE OF TWO TREES,
 BM0131'29 FEET SOUTH OF THE CENTER OF THE PAVED ROAD AND 6 FEET SOUTH
 BM0131'OF A FENCE.
 BM0131'
 BM0131'HEIGHT OF LIGHT ABOVE STATION MARK 85.8 FEET.
 BM0131'
 BM0131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BM0131'6 MILES NORTHWEST OF NAVASOTA.
 BM0131
 BM0131                          STATION RECOVERY (1967)
 BM0131
 BM0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BM0131'6.9 MI NW FROM NAVASOTA.
 BM0131'FROM THE JUNCTION OF STATE HIGHWAYS 90 AND 6 IN NAVASOTA, GO
 BM0131'NORTH-NORTHWEST ON STATE HIGHWAY 6 FOR 4.25 MILES TO FARM ROAD 2154,
 BM0131'THENCE SOUTHWEST AND NORTHWESTERLY ON FARM ROAD 2154 FOR 2.8 MILES,
 BM0131'THENCE SOUTH CROSSING RAILROAD TRACK FOR 0.05 MILE TO A
 BM0131'T-INTERSECTION, THENCE EAST ON A PAVED ROAD FOR 0.3 MILE TO THE SUMMIT
 BM0131'OF A GRADE, 86 FEET SOUTH OF THE PAVED ROAD, 76 FEET SOUTHEAST OF A
 BM0131'CORNER FENCE POST, 66 FEET SOUTH-SOUTHWEST OF A POWER POLE, 55 FEET
 BM0131'SOUTH OF A EAST-WEST FENCE, SET IN THE TOP OF A 12-INCH SQUARE
 BM0131'CONCRETE POST THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0130 ***********************************************************************
 BM0130  DESIGNATION -  NELLEVA AZ MK
 BM0130  PID         -  BM0130
 BM0130  STATE/COUNTY-  TX/BRAZOS
 BM0130  USGS QUAD   -  MILLICAN (1980)
 BM0130
 BM0130                         *CURRENT SURVEY CONTROL
 BM0130  ___________________________________________________________________
 BM0130* NAD 83(1986)-  30 26 58.     (N)    096 10 08.     (W)     SCALED    
 BM0130* NAVD 88     -        75.89   (+/-2cm)     249.0    (feet)  VERTCON   
 BM0130  ___________________________________________________________________
 BM0130  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BM0130
 BM0130  VERT ORDER  -  THIRD (See Below)
 BM0130
 BM0130.The horizontal coordinates were scaled from a topographic map and have
 BM0130.an estimated accuracy of +/- 6 seconds.
 BM0130
 BM0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0130.The vertical order pertains to the NGVD 29 superseded value.
 BM0130
 BM0130.The geoid height was determined by GEOID03.
 BM0130
 BM0130;                    North         East    Units  Estimated Accuracy
 BM0130;SPC TX C     - 3,094,260.    1,099,870.      MT  (+/- 180 meters Scaled)
 BM0130
 BM0130                          SUPERSEDED SURVEY CONTROL
 BM0130
 BM0130  NGVD 29 (01/29/03)   75.87   (m)          248.9    (f) RESET       3  
 BM0130
 BM0130.Superseded values are not recommended for survey control.
 BM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0130.See file dsdata.txt to determine how the superseded data were derived.
 BM0130
 BM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU718719(NAD 83)
 BM0130_MARKER: DZ = AZIMUTH MARK DISK
 BM0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0130_STAMPING: NELLEVA 1935
 BM0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0130+STABILITY: SURFACE MOTION
 BM0130
 BM0130  HISTORY     - Date     Condition        Report By
 BM0130  HISTORY     - 1935     MONUMENTED       CGS
 BM0130  HISTORY     - 1967     GOOD             NGS
 BM0130
 BM0130                          STATION DESCRIPTION
 BM0130
 BM0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BM0130'7.1 MI NW FROM NAVASOTA.
 BM0130'IN BRAZOS COUNTY, 7.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS
 BM0130'RAILROAD FROM THE STATION AT NAVASOTA, GRIMES COUNTY, ABOUT 260 YARDS
 BM0130'NORTHWEST OF MILEPOST 78, 42 YARDS SOUTH OF CULVERT 78 B, 34 YARDS
 BM0130'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 10 YARDS SOUTHWEST OF THE
 BM0130'CENTERLINE OF MILLICAN ROAD, 50 FEET EAST OF THE LARGER OF TWO OAK
 BM0130'TREES, AND 4 FEET SOUTH OF THE BANK OF A DITCH.  A STANDARD
 BM0130'AZIMUTH-MARK DISK, STAMPED NELLEVA 1935 AND SET IN THE TOP OF A
 BM0130'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1360 ***********************************************************************
 AJ1360  DESIGNATION -  NELSON
 AJ1360  PID         -  AJ1360
 AJ1360  STATE/COUNTY-  TX/DUVAL
 AJ1360  USGS QUAD   -  BIEL LAKE SE (1974)
 AJ1360
 AJ1360                         *CURRENT SURVEY CONTROL
 AJ1360  ___________________________________________________________________
 AJ1360* NAD 83(1993)-  27 50 17.43056(N)    098 45 49.01340(W)     ADJUSTED  
 AJ1360* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AJ1360  ___________________________________________________________________
 AJ1360  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AJ1360  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AJ1360
 AJ1360  HORZ ORDER  -  THIRD
 AJ1360
 AJ1360.The horizontal coordinates were established by classical geodetic methods
 AJ1360.and adjusted by the National Geodetic Survey in February 1996..
 AJ1360
 AJ1360.The orthometric height was scaled from a topographic map.
 AJ1360
 AJ1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1360
 AJ1360.The geoid height was determined by GEOID03.
 AJ1360
 AJ1360;                    North         East     Units Scale Factor Converg.
 AJ1360;SPC TX S     - 5,240,620.879   274,031.707   MT  1.00000123   -0 07 10.9
 AJ1360;SPC TX S     -17,193,603.67    899,052.36   sFT  1.00000123   -0 07 10.9
 AJ1360;UTM  14      - 3,079,298.837   523,276.652   MT  0.99960669   +0 06 37.4
 AJ1360
 AJ1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1360!SPC TX S     -   0.99997602  x   1.00000123  =   0.99997725
 AJ1360!UTM  14      -   0.99997602  x   0.99960669  =   0.99958272
 AJ1360
 AJ1360:                Primary Azimuth Mark                     Grid Az
 AJ1360:SPC TX S     -  BILLINGS                                 199 21 23.1
 AJ1360:UTM  14      -  BILLINGS                                 199 07 34.8
 AJ1360
 AJ1360|---------------------------------------------------------------------|
 AJ1360| PID    Reference Object                     Distance      Geod. Az  |
 AJ1360|                                                           dddmmss.s |
 AJ1360| AJ1349 BILLINGS                            APPROX.24.1 KM 1991412.2 |
 AJ1360|---------------------------------------------------------------------|
 AJ1360
 AJ1360                          SUPERSEDED SURVEY CONTROL
 AJ1360
 AJ1360  NAD 83(1986)-  27 50 17.43521(N)    098 45 48.99067(W) AD(       ) 3
 AJ1360  NAD 27      -  27 50 16.33278(N)    098 45 47.89737(W) AD(       ) 3
 AJ1360
 AJ1360.Superseded values are not recommended for survey control.
 AJ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1360.See file dsdata.txt to determine how the superseded data were derived.
 AJ1360
 AJ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2327779299(NAD 83)
 AJ1360_MARKER: Z = SEE DESCRIPTION
 AJ1360_SETTING: 0 = UNSPECIFIED SETTING
 AJ1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1360
 AJ1360  HISTORY     - Date     Condition        Report By
 AJ1360  HISTORY     - 1920     MONUMENTED       USGS
 AJ1360
 AJ1360                          STATION DESCRIPTION
 AJ1360
 AJ1360'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1360'STATION IS ON THE HIGHEST PART OF RIDGE 0.5 MI. N. OF WELL AND 1.5 MI.
 AJ1360'N. OF A RANCH HOUSE WHICH IS ON SOUTHERLY PART OF RIDGE AND IS 4 MI.
 AJ1360'W. OF SOLEDAD RANCH AND 2.5 MI. W. OF LARGE EARTHEN TANK.  FROM
 AJ1360'BENAVIDES GO TO SOLEDAD RANCH, THEN NORTHWESTERLY 1.5 MI. TO LARGE
 AJ1360'EARTHEN TANK ALONG THE DAM OF WHICH RD. PASSES, THEN TO RANCH HOUSE,
 AJ1360'THEN BY RD. NORTHWARD AND PAST ABANDONED WELL ON
 AJ1360'W, SIDE OF RD. THRU GATE, THEN NORTHWESTERLY 0.25 MI. TO STATION.
 AJ1360'
 AJ1360'STATION MARK - STANDARD IRON POST SET IN GROUND.
 AJ1360'
 AJ1360'REFERENCE MARK - IRON PIPE DRIVEN IN GROUND 26.38 FT. FROM STATION,
 AJ1360'S 87 DEG 11 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6423 ***********************************************************************
 AW6423  DESIGNATION -  NELSON
 AW6423  PID         -  AW6423
 AW6423  STATE/COUNTY-  TX/HARRIS
 AW6423  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6423
 AW6423                         *CURRENT SURVEY CONTROL
 AW6423  ___________________________________________________________________
 AW6423* NAD 83(1993)-  29 35 46.98992(N)    095 14 53.37502(W)     ADJUSTED  
 AW6423* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AW6423  ___________________________________________________________________
 AW6423  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6423  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW6423
 AW6423  HORZ ORDER  -  FIRST
 AW6423
 AW6423.The horizontal coordinates were established by classical geodetic methods
 AW6423.and adjusted by the National Geodetic Survey in February 1996..
 AW6423
 AW6423.The orthometric height was scaled from a topographic map.
 AW6423
 AW6423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6423
 AW6423.The geoid height was determined by GEOID03.
 AW6423
 AW6423;                    North         East     Units Scale Factor Converg.
 AW6423;SPC TXSC     - 4,201,222.068   963,348.736   MT  0.99987362   +1 50 17.1
 AW6423;SPC TXSC     -13,783,509.40  3,160,586.64   sFT  0.99987362   +1 50 17.1
 AW6423;UTM  15      - 3,276,173.422   282,269.331   MT  1.00018497   -1 06 38.8
 AW6423
 AW6423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6423!SPC TXSC     -   1.00000206  x   0.99987362  =   0.99987568
 AW6423!UTM  15      -   1.00000206  x   1.00018497  =   1.00018703
 AW6423
 AW6423|---------------------------------------------------------------------|
 AW6423| PID    Reference Object                     Distance      Geod. Az  |
 AW6423|                                                           dddmmss.s |
 AW6423| AW6422 BL 374 USE 1968                      31.778 METERS 11940     |
 AW6423| CV6044 BL 375                                             1322241.6 |
 AW6423| AW6563 PEARLAND KKU 271 RAD MAST           APPROX.10.5 KM 1901744.3 |
 AW6423| CV6608 NELSON RM 1                                        24541     |
 AW6423|---------------------------------------------------------------------|
 AW6423
 AW6423                          SUPERSEDED SURVEY CONTROL
 AW6423
 AW6423  NAD 83(1986)-  29 35 47.00414(N)    095 14 53.35443(W) AD(       ) 1
 AW6423  NAD 27      -  29 35 46.16800(N)    095 14 52.58530(W) AD(       ) 1
 AW6423
 AW6423.Superseded values are not recommended for survey control.
 AW6423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6423.See file dsdata.txt to determine how the superseded data were derived.
 AW6423
 AW6423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8226976173(NAD 83)
 AW6423_MARKER: DS = TRIANGULATION STATION DISK
 AW6423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6423_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6423
 AW6423  HISTORY     - Date     Condition        Report By
 AW6423  HISTORY     - 1968     MONUMENTED       CGS
 AW6423
 AW6423                          STATION DESCRIPTION
 AW6423
 AW6423'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6423'THE STATION IS IN THE SOUTHEAST EDGE OF HOUSTON, ABOUT 3 MILES
 AW6423'SOUTH AND 1-1/2 EAST OF HOBBY INTERNATIONAL AIRPORT, ABOUT 2-1/2
 AW6423'MILES NORTH AND 2 MILES EAST OF PEARLAND, ABOUT 2 MILES EAST OF A
 AW6423'POINT WHERE STATE HIGHWAY 35 CROSSES OVER CLEAR CREEK AND ON THE
 AW6423'PROPERTY OF MR. W.B. NELSON.
 AW6423'
 AW6423'TO REACH FROM THE JUNCTION OF ALMEDA-GENOA ROAD AND TELEPHONE ROAD
 AW6423'(STATE HIGHWAY 35), GO SOUTH ON TELEPHONE ROAD FOR 1.2 MILES TO A
 AW6423'SIDE ROAD LEFT.  TURN LEFT AND GO EAST, SOUTH, EAST AND SOUTHEAST
 AW6423'ON A SHELL ROAD (HALL ROAD) FOR 2.25 MILES TO A SIDE ROAD LEFT AND
 AW6423'SOME TIN BARNS ON THE LEFT.  CONTINUE AHEAD SOUTHEAST FOR 0.15 MILE
 AW6423'TO A CORRAL AND THE STATION ON THE RIGHT.
 AW6423'
 AW6423'TO REACH BL 375 (USE) (AZIMUTH MARK) FROM THE STATION, GO SOUTHEAST
 AW6423'ON A DIRT ROAD FOR 0.55 MILE TO A T-FENCE CORNER AND THE MARK ON THE
 AW6423'RIGHT.
 AW6423'
 AW6423'THE STATION MARK IS A STANDARD DISK STAMPED NELSON 1968, SET IN THE
 AW6423'TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 AW6423'AND FLUSH WITH THE GROUND.  IT IS 26 FEET SOUTHWEST OF A WIRE
 AW6423'FENCE, 37 FEET SOUTHEAST OF THE SOUTHEAST CORRAL FENCE AND 57 FEET
 AW6423'SOUTHWEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD.
 AW6423'
 AW6423'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NELSON NO 1 1968, SET
 AW6423'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN
 AW6423'DIAMETER AND FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTH OF A METAL
 AW6423'WITNESS POST, 2 FEET SOUTHEAST OF THE SOUTHEAST CORRAL FENCE, 12
 AW6423'FEET SOUTHWEST OF A T-FENCE CORNER AND 40 FEET NORTH OF THE NORTH
 AW6423'SIDE OF A WATERING TROUGH.
 AW6423'
 AW6423'BL 374 (USE) (R.M. 2) IS A U.S. ENGINEERING DEPT. DISK STAMPED BL
 AW6423'374 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 6
 AW6423'INCHES IN DIAMETER PROJECTING 4 INCHES ABOVE AN IRREGULAR MASS OF
 AW6423'CONCRETE THAT IS 18 INCHES IN DIAMETER.  IT IS 3 FEET SOUTHWEST OF
 AW6423'A WIRE FENCE, 32 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 AW6423'DIRT ROAD AND 137 FEET SOUTHEAST OF THE SOUTHEAST CORRAL FENCE.
 AW6423'
 AW6423'BL 375 (USE) (AZIMUTH MARK) IS A U.S. ENGINEERING DEPT. DISK
 AW6423'STAMPED BL 375 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 AW6423'THAT IS 6 INCHES IN DIAMETER PROJECTING 4 INCHES ABOVE AN IRREGULAR
 AW6423'MASS OF CONCRETE THAT IS 18 INCHES IN DIAMETER.  IT IS 2 FEET
 AW6423'SOUTHWEST OF A WIRE FENCE, 2 FEET WEST OF A METAL WITNESS POST, 7
 AW6423'FEET SOUTHEAST OF A T-FENCE CORNER AND 30 FEET SOUTHWEST OF THE
 AW6423'APPROXIMATE CENTER OF A DIRT ROAD.
 AW6423'
 AW6423'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2671 ***********************************************************************
 AX2671  DESIGNATION -  NELSON
 AX2671  PID         -  AX2671
 AX2671  STATE/COUNTY-  TX/AUSTIN
 AX2671  USGS QUAD   -  NEW ULM (1981)
 AX2671
 AX2671                         *CURRENT SURVEY CONTROL
 AX2671  ___________________________________________________________________
 AX2671* NAD 83(1993)-  29 58 34.22506(N)    096 24 49.99869(W)     ADJUSTED  
 AX2671* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 AX2671  ___________________________________________________________________
 AX2671  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AX2671  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX2671
 AX2671  HORZ ORDER  -  THIRD
 AX2671
 AX2671.The horizontal coordinates were established by classical geodetic methods
 AX2671.and adjusted by the National Geodetic Survey in February 1996..
 AX2671
 AX2671.The orthometric height was scaled from a topographic map.
 AX2671
 AX2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2671
 AX2671.The geoid height was determined by GEOID03.
 AX2671
 AX2671;                    North         East     Units Scale Factor Converg.
 AX2671;SPC TXSC     - 4,240,247.186   849,544.980   MT  0.99992570   +1 16 01.1
 AX2671;SPC TXSC     -13,911,544.31  2,787,215.49   sFT  0.99992570   +1 16 01.1
 AX2671;SPC TX C     - 3,040,975.258 1,078,200.002   MT  1.00004047   +2 01 07.5
 AX2671;SPC TX C     - 9,976,932.99  3,537,394.51   sFT  1.00004047   +2 01 07.5
 AX2671;UTM  14      - 3,318,960.052   749,526.762   MT  1.00036826   +1 17 34.1
 AX2671
 AX2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2671!SPC TXSC     -   0.99998870  x   0.99992570  =   0.99991440
 AX2671!SPC TX C     -   0.99998870  x   1.00004047  =   1.00002916
 AX2671!UTM  14      -   0.99998870  x   1.00036826  =   1.00035695
 AX2671
 AX2671|---------------------------------------------------------------------|
 AX2671| PID    Reference Object                     Distance      Geod. Az  |
 AX2671|                                                           dddmmss.s |
 AX2671| CV6606 NELSON RM 1                          16.277 METERS 10856     |
 AX2671| CV6607 NELSON RM 2                          28.956 METERS 20103     |
 AX2671| CV6605 NELSON AZ MK                                       2872024.6 |
 AX2671|---------------------------------------------------------------------|
 AX2671
 AX2671                          SUPERSEDED SURVEY CONTROL
 AX2671
 AX2671  NAD 83(1986)-  29 58 34.24097(N)    096 24 49.98310(W) AD(       ) 3
 AX2671  NAD 27      -  29 58 33.43000(N)    096 24 49.10000(W) AD(       ) 3
 AX2671
 AX2671.Superseded values are not recommended for survey control.
 AX2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2671.See file dsdata.txt to determine how the superseded data were derived.
 AX2671
 AX2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU4952718960(NAD 83)
 AX2671_MARKER: DS = TRIANGULATION STATION DISK
 AX2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2671
 AX2671  HISTORY     - Date     Condition        Report By
 AX2671  HISTORY     - 1954     MONUMENTED       CGS
 AX2671  HISTORY     - 1963     GOOD             CGS
 AX2671  HISTORY     - 19991023 POOR             USPSQD
 AX2671
 AX2671                          STATION DESCRIPTION
 AX2671
 AX2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2671'THE STATION IS ABOUT 10 MILES WEST OF BELLVILLE, 5.4 MILES
 AX2671'EAST OF INDUSTRY, 0.45 MILES WEST OF THE JUNCTION OF STATE
 AX2671'HIGHWAY 159 AND FARM ROAD 332 WHICH IS NEAR THE NELSONVILLE
 AX2671'SCHOOL HOUSE.  IT IS ON THE NORTH RIGHT-OF-WAY OF STATE
 AX2671'HIGHWAY 159 150 YARDS WEST OF A HOUSE AND SHOP BUILDING
 AX2671'OWNED BY MR. MOUDRY.
 AX2671'
 AX2671'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 159 AND FARM
 AX2671'ROAD 109 IN INDUSTRY, GO EASTERLY ON STATE HIGHWAY 159 FOR
 AX2671'4.9 MILES TO A WIDE CURVE AND A POINT WHERE THE HIGHWAY
 AX2671'CROSSES A CULVERT OVER A DRAIN.  CONTINUE STRAIGHT AHEAD
 AX2671'FOR 0.1 MILE TO AN IRON GATE ON THE RIGHT, A FENCE CORNER
 AX2671'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 AX2671'FOR 0.35 MILE TO A FENCE CORNER ON THE RIGHT AND THE STATION
 AX2671'ON THE LEFT.
 AX2671'
 AX2671'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AX2671'
 AX2671'THE STATION MARK IS STAMPED NELSON 1954 AND IT PROJECTS
 AX2671'4 INCHES.  THE MARK IS 287 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 AX2671'CORNER OF MR. MOUDRYS HOUSE.  43 FEET NORTH OF THE CENTER
 AX2671'LINE OF STATE HIGHWAY 59 AND 5 FEET WEST OF A DETERIORATING
 AX2671'FENCE CORNER.
 AX2671'
 AX2671'REFERENCE MARK NO. 1 IS STAMPED NELSON NO 1 1954 AND IT
 AX2671'PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 AX2671'FENCE LINE 50 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 AX2671'159.
 AX2671'
 AX2671'REFERENCE MARK NO. 2 IS STAMPED NELSON NO 2 1954 AND IT
 AX2671'PROJECTS 6 INCHES.  IT IS 42 FEET SOUTH OF THE CENTER LINE
 AX2671'OF STATE HIGHWAY 159.  35 FEET WEST OF A FENCE CORNER.  AND
 AX2671'3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE.
 AX2671'
 AX2671'THE AZIMUTH MARK IS STAMPED NELSON 1954 AND IT PROJECTS
 AX2671'4 INCHES.  THE MARK IS 0.35 MILE NORTHWEST OF THE STATION.
 AX2671'0.1 MILE EAST OF A DEEP DRAIN.  40 FEET NORTH OF THE CENTER
 AX2671'LINE OF STATE HIGHWAY 159 AND 3 FEET SOUTH OF A FENCE CORNER.
 AX2671
 AX2671                          STATION RECOVERY (1963)
 AX2671
 AX2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2671'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 AX2671'MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AX2671'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2671
 AX2671                          STATION RECOVERY (1999)
 AX2671
 AX2671'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2671'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0467 ***********************************************************************
 AV0467  DESIGNATION -  NEMO
 AV0467  PID         -  AV0467
 AV0467  STATE/COUNTY-  TX/JEFFERSON
 AV0467  USGS QUAD   -  TEXAS POINT (1993)
 AV0467
 AV0467                         *CURRENT SURVEY CONTROL
 AV0467  ___________________________________________________________________
 AV0467* NAD 83(1986)-  29 39 03.     (N)    093 49 48.     (W)     SCALED    
 AV0467* NAVD 88     -         1.60   (+/-2cm)       5.2    (feet)  VERTCON   
 AV0467  ___________________________________________________________________
 AV0467  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AV0467
 AV0467  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0467
 AV0467.The horizontal coordinates were scaled from a topographic map and have
 AV0467.an estimated accuracy of +/- 6 seconds.
 AV0467
 AV0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0467.The vertical order pertains to the NGVD 29 superseded value.
 AV0467
 AV0467.The geoid height was determined by GEOID03.
 AV0467
 AV0467;                    North         East    Units  Estimated Accuracy
 AV0467;SPC TXSC     - 4,212,490.    1,100,350.      MT  (+/- 180 meters Scaled)
 AV0467
 AV0467                          SUPERSEDED SURVEY CONTROL
 AV0467
 AV0467  NGVD 29 (??/??/??)    1.594  (m)            5.23   (f) ADJUSTED    1 2
 AV0467
 AV0467.Superseded values are not recommended for survey control.
 AV0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0467.See file dsdata.txt to determine how the superseded data were derived.
 AV0467
 AV0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN196803(NAD 83)
 AV0467_MARKER: Z = SEE DESCRIPTION
 AV0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0467_SP_SET: IRON ROD
 AV0467_STAMPING: 3
 AV0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0467
 AV0467  HISTORY     - Date     Condition        Report By
 AV0467  HISTORY     - UNK      MONUMENTED       CGS
 AV0467  HISTORY     - 1960     GOOD             CGS
 AV0467
 AV0467                          STATION DESCRIPTION
 AV0467
 AV0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AV0467'5.25 MI SE FROM SABINE.
 AV0467'ABOUT 0.1 MILE SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AV0467'SABINE, THENCE 0.25 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 2.1
 AV0467'MILES SOUTHEAST ALONG A PAVED ROAD TO THE SABINE PASS WEST JETTY,
 AV0467'THENCE 2.8 MILES SOUTHEAST ALONG THE JETTY, AN IRON ROD SET IN AND
 AV0467'PROJECTING 2 INCHES ABOVE THE SURFACE OF A GRANITE ROCK, IN THE CENTER
 AV0467'OF THE JETTY, 30 YARDS NORTH OF A POINT IN LINE WITH THE NAVIGATION
 AV0467'STRUCTURE SUPPORTING THE TIDE GAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3115 ***********************************************************************
 CS3115  DESIGNATION -  NEMO
 CS3115  PID         -  CS3115
 CS3115  STATE/COUNTY-  TX/JOHNSON
 CS3115  USGS QUAD   -  BONO (1979)
 CS3115
 CS3115                         *CURRENT SURVEY CONTROL
 CS3115  ___________________________________________________________________
 CS3115* NAD 83(1993)-  32 15 55.23523(N)    097 35 36.35020(W)     ADJUSTED  
 CS3115* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 CS3115  ___________________________________________________________________
 CS3115  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CS3115  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS3115
 CS3115  HORZ ORDER  -  FIRST
 CS3115
 CS3115.The horizontal coordinates were established by classical geodetic methods
 CS3115.and adjusted by the National Geodetic Survey in February 1996..
 CS3115
 CS3115.The orthometric height was scaled from a topographic map.
 CS3115
 CS3115.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3115
 CS3115.The geoid height was determined by GEOID03.
 CS3115
 CS3115;                    North         East     Units Scale Factor Converg.
 CS3115;SPC TXNC     - 2,066,757.162   685,413.008   MT  0.99996605   +0 29 40.0
 CS3115;SPC TXNC     - 6,780,685.79  2,248,725.84   sFT  0.99996605   +0 29 40.0
 CS3115;SPC TX C     - 3,291,282.569   958,159.797   MT  1.00012499   +1 24 40.4
 CS3115;SPC TX C     -10,798,149.56  3,143,562.60   sFT  1.00012499   +1 24 40.4
 CS3115;UTM  14      - 3,570,715.800   632,479.724   MT  0.99981644   +0 45 03.6
 CS3115
 CS3115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3115!SPC TXNC     -   0.99995820  x   0.99996605  =   0.99992425
 CS3115!SPC TX C     -   0.99995820  x   1.00012499  =   1.00008318
 CS3115!UTM  14      -   0.99995820  x   0.99981644  =   0.99977465
 CS3115
 CS3115|---------------------------------------------------------------------|
 CS3115| PID    Reference Object                     Distance      Geod. Az  |
 CS3115|                                                           dddmmss.s |
 CS3115| CY2650 NEMO RM 1                            26.750 METERS 09938     |
 CS3115| CY2651 NEMO RM 2                            28.835 METERS 20623     |
 CS3115| CS3133 GLEN ROSE CITY WATER TANK           APPROX.15.8 KM 2581559.8 |
 CS3115| CY2649 NEMO AZ MK                                         3562915.2 |
 CS3115|---------------------------------------------------------------------|
 CS3115
 CS3115                          SUPERSEDED SURVEY CONTROL
 CS3115
 CS3115  NAD 83(1986)-  32 15 55.24052(N)    097 35 36.32888(W) AD(       ) 1
 CS3115  NAD 27      -  32 15 54.72400(N)    097 35 35.23900(W) AD(       ) 1
 CS3115
 CS3115.Superseded values are not recommended for survey control.
 CS3115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3115.See file dsdata.txt to determine how the superseded data were derived.
 CS3115
 CS3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA3248070716(NAD 83)
 CS3115_MARKER: DD = SURVEY DISK
 CS3115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3115+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 CS3115
 CS3115  HISTORY     - Date     Condition        Report By
 CS3115  HISTORY     - 1944     MONUMENTED       CGS
 CS3115  HISTORY     - 1946     GOOD             CGS
 CS3115  HISTORY     - 1953     GOOD             CGS
 CS3115  HISTORY     - 19940329 MARK NOT FOUND   USPSQD
 CS3115  HISTORY     - 20060315 GOOD             FRONT
 CS3115
 CS3115                          STATION DESCRIPTION
 CS3115
 CS3115'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3115'STATION IS LOCATED ABOUT 10.5 MILES ENE OF GLEN ROSE, 3.5
 CS3115'MILES SE OF NEMO, 4.0 MILES N OF THE BRAZOS RIVER AT BRAZOS
 CS3115'POINT, AND 1.5 MILES S OF U.S. HIGHWAY 67.  ON A HIGH RIDGE
 CS3115'BETWEEN THE HEADWATERS OF CAMP CREEK TO THE E AND BRAZOS
 CS3115'RIVER TO THE W, AND ON LAND OWNED BY LESTER BROGHWELL AND
 CS3115'LEASED BY J.L. EBERHART.  IT IS ABOUT 0.05 MILE SE OF A
 CS3115'BOARD GATE, AND 50 FEET W OF OLD BURIAL GROUNDS.
 CS3115'
 CS3115'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3115'IN THE TOP OF CONCRETE POSTS.  STATION DISK IS STAMPED NEMO
 CS3115'1944 AND PROJECTS 6 INCHES.
 CS3115'
 CS3115'REFERENCE MARK 1 IS SSE OF THE STATION, SET IN THE OPEN
 CS3115'PASTURE FIELD.  IT IS A BRONZE REFERENCE DISK, STAMPED NEMO
 CS3115'NO 1 1944 AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3115'6 INCHES.
 CS3115'
 CS3115'REFERENCE MARK 2 IS SW OF THE STATION, SET IN THE OPEN PASTURE
 CS3115'FIELD.  IT IS A BRONZE REFERENCE DISK, STAMPED NEMO NO 2
 CS3115'1944 AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3115'8 INCHES.
 CS3115'
 CS3115'AZIMUTH MARK IS ABOUT 0.7 MILE NE OF THE STATION, 20 FEET
 CS3115'SW OF THE CENTER OF THE GRADED DIRT ROAD, 100 FEET NE OF
 CS3115'THE WHITE PAINTED RANCH HOUSE, AND 1 FOOT SW OF THE FENCE
 CS3115'LINE.  TO REACH FROM THE STATION, GO BACK THROUGH BOARD GATE.
 CS3115'TURN RIGHT AND GO 0.7 MILE TO THE WHITE RANCH HOUSE ON THE
 CS3115'RIGHT AND STATION JUST NE.  IT IS A BRONZE AZIMUTH DISK,
 CS3115'STAMPED NEMO 1944 AND SET IN THE TOP OF A CONCRETE POST.
 CS3115'IT PROJECTS 6 INCHES.
 CS3115'
 CS3115'TO REACH THE STATION FROM THE POST OFFICE AND SERVICE STATION
 CS3115'IN THE SMALL SETTLEMENT OF NEMO, GO ENE ON U.S. HIGHWAY
 CS3115'67 FOR 3.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 CS3115'MAIN TRAVELED ROAD IN A S DIRECTION FOR 1.45 MILES TO A RED
 CS3115'PAINTED BOARD GATE ON THE LEFT.  TURN LEFT THROUGH BOARD
 CS3115'GATE, AND CONTINUE ACROSS PASTURE IN A SE DIRECTION FOR ABOUT
 CS3115'0.05 MILE TO A SMALL DELAPIDATED BURIAL GROUND ON THE E
 CS3115'SLOPE OF THE RIDGE AND STATION JUST W AS DESCRIBED.
 CS3115'
 CS3115'OBSERVATIONS MADE FROM A 64-FOOT TOWER.
 CS3115'
 CS3115'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CS3115
 CS3115                          STATION RECOVERY (1946)
 CS3115
 CS3115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3115'STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1944 AND
 CS3115'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 CS3115'FOLLOWS.
 CS3115'
 CS3115'THE STATION IS LOCATED ABOUT 13 MILES SW OF CLEBURNE, 3.5
 CS3115'MILES SE OF THE SMALL VILLAGE OF NEMO, 4 MILES N OF THE
 CS3115'BRAZOS RIVER AT BRAZOS POINT, 1.5 MILES S OF U.S. HIGHWAY
 CS3115'67, 50 FEET W OF AN OLD BURIAL GROUND, 6 FEET S OF A WHITE
 CS3115'WOODEN WITNESS POST, AND ON LAND OWNED BY LESTER BROGHWELL.
 CS3115'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED NEMO 1944.
 CS3115'
 CS3115'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CS3115'BRONZE DISKS SET IN CONCRETE.
 CS3115'
 CS3115'REFERENCE MARK 1 IS 26.750 METERS (87.76 FEET) SSE OF THE
 CS3115'STATION.  IT IS SET IN OPEN PASTURE LAND.  THE MARK PROJECTS
 CS3115'6 INCHES AND THE DISK IS STAMPED NEMO NO 1 1944.
 CS3115'
 CS3115'REFERENCE MARK 2 IS 28.835 METERS (94.60 FEET) SW OF THE
 CS3115'STATION.  IT IS SET IN OPEN PASTURE LAND.  THE MARK PROJECTS
 CS3115'6 INCHES AND THE DISK IS STAMPED NEMO NO 1 1944.
 CS3115'
 CS3115'THE AZIMUTH MARK IS 0.7 MILE NE OF THE STATION, 100 FEET
 CS3115'NE OF THE NE CORNER OF A RANCH HOUSE, 40 FEET E OF THE NE
 CS3115'CORNER OF YARD FENCE, 16 FEET S OF THE APPROXIMATE CENTER
 CS3115'LINE OF A FARM ROAD, 3 FEET SW OF A WHITE WOODEN WITNESS
 CS3115'POST, AND 1 FOOT S OF AN E-W FENCE LINE.  THE MARK PROJECTS
 CS3115'7 INCHES AND THE DISK IS STAMPED NEMO 1944.
 CS3115'
 CS3115'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 CS3115'OF NEMO, GO ENE ON U.S. HIGHWAY 67 FOR 3.7 MILES TO A T-ROAD
 CS3115'RIGHT, TURN RIGHT AND GO 0.75 MILE TO A RANCH HOUSE ON THE
 CS3115'LEFT AND AZIMUTH MARK AS DESCRIBED.  CONTINUE ON W AND S
 CS3115'FOR 0.7 MILE TO A BOARD GATE ON THE LEFT, PASS THROUGH GATE
 CS3115'AND GO IN A SE DIRECTION FOR 0.05 MILE AND THE STATION AS
 CS3115'DESCRIBED.
 CS3115'
 CS3115'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3115
 CS3115                          STATION RECOVERY (1953)
 CS3115
 CS3115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3115'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3115'DESCRIBED.  A NEW ROUTE TO THE STATION IS AS FOLLOWS--
 CS3115'
 CS3115'AT A POINT ON HIGHWAY 67 WHICH 13.1 MI. W OF CLEBURNE AND
 CS3115'10.0 MI. E OF GLEN ROSE, LEAVE HIGHWAY 67 AND GO SW ON THE
 CS3115'OLD BLACK TOP HIGHWAY FOR 0.3 MI.  THEN TURN LEFT AND GO
 CS3115'S AND W FOR 0.7 MI. TO THE AZIMUTH MARK ON THE LEFT AT A
 CS3115'WHITE HOUSE, THEN CONTINUE ON THE MAIN ROAD FOR 0.7 MI. TO
 CS3115'A GATE ON THE LEFT MADE OF IRON WHEELS.  TURN LEFT THROUGH
 CS3115'THE GATE AND GO 0.05 MI. TO THE STATION AS DESCRIBED.  THERE
 CS3115'IS LITTLE EVIDENCE OF THE OLD CEMETERY MENTIONED IN THE
 CS3115'DESCRIPTION.
 CS3115
 CS3115                          STATION RECOVERY (1994)
 CS3115
 CS3115'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3115'MARK NOT FOUND.
 CS3115
 CS3115                          STATION RECOVERY (2006)
 CS3115
 CS3115'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2006 (SAF)
 CS3115'MARK RECOVERED IN GOOD CONDITION.  A LOT OF BRUSH AND TREES SURROUND
 CS3115'THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1751 ***********************************************************************
 AB1751  DESIGNATION -  NERIO 627 A
 AB1751  PID         -  AB1751
 AB1751  STATE/COUNTY-  TX/CAMERON
 AB1751  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB1751
 AB1751                         *CURRENT SURVEY CONTROL
 AB1751  ___________________________________________________________________
 AB1751* NAD 83(1993)-  25 57 16.42789(N)    097 08 54.42430(W)     ADJUSTED  
 AB1751* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 AB1751  ___________________________________________________________________
 AB1751  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AB1751  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 AB1751
 AB1751  HORZ ORDER  -  SECOND
 AB1751
 AB1751.The horizontal coordinates were established by GPS observations
 AB1751.and adjusted by the National Geodetic Survey in February 1996..
 AB1751
 AB1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1751
 AB1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1751
 AB1751.The geoid height was determined by GEOID03.
 AB1751
 AB1751;                    North         East     Units Scale Factor Converg.
 AB1751;SPC TX S     - 5,032,623.050   435,371.549   MT  1.00006019   +0 36 49.0
 AB1751;SPC TX S     -16,511,197.46  1,428,381.49   sFT  1.00006019   +0 36 49.0
 AB1751;UTM  14      - 2,871,963.333   685,389.957   MT  1.00002439   +0 48 38.1
 AB1751
 AB1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1751!SPC TX S     -   1.00000308  x   1.00006019  =   1.00006327
 AB1751!UTM  14      -   1.00000308  x   1.00002439  =   1.00002747
 AB1751
 AB1751:                Primary Azimuth Mark                     Grid Az
 AB1751:SPC TX S     -  ROCK                                     006 47 53.7
 AB1751:UTM  14      -  ROCK                                     006 36 04.6
 AB1751
 AB1751|---------------------------------------------------------------------|
 AB1751| PID    Reference Object                     Distance      Geod. Az  |
 AB1751|                                                           dddmmss.s |
 AB1751| AB1753 ROCK                                483.146 METERS 0072442.7 |
 AB1751|---------------------------------------------------------------------|
 AB1751
 AB1751                          SUPERSEDED SURVEY CONTROL
 AB1751
 AB1751  NAD 83(1986)-  25 57 16.44358(N)    097 08 54.37738(W) AD(       ) 2
 AB1751  NGVD 29 (12/03/93)    1.7    (m)            6.     (f) GPS OBS        
 AB1751
 AB1751.Superseded values are not recommended for survey control.
 AB1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1751.See file dsdata.txt to determine how the superseded data were derived.
 AB1751
 AB1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8539071963(NAD 83)
 AB1751_MARKER: DU = BOUNDARY MARKER
 AB1751_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB1751_SP_SET: IRREGULAR CONCRETE MASS
 AB1751_STAMPING: NERIO 627 A 1989
 AB1751_MARK LOGO: NMTXBC
 AB1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1751+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 AB1751
 AB1751  HISTORY     - Date     Condition        Report By
 AB1751  HISTORY     - 1989     MONUMENTED       NMTXBC
 AB1751  HISTORY     - 19920410 GOOD
 AB1751  HISTORY     - 20050103 GOOD             IBWC
 AB1751  HISTORY     - 20050126 GOOD             IBWC
 AB1751
 AB1751                          STATION DESCRIPTION
 AB1751
 AB1751'DESCRIBED BY NM TX BOUNDARY COMM 1989
 AB1751'THE STATION IS LOCATED AT THE MOUTH OF THE RIO GRANDE RIVER.
 AB1751'TO REACH THE STATION FROM
 AB1751'BROWNSVILLE HEAD EAST ON ROUTE 4 UNTIL IT RUNS OUT OF
 AB1751'PAVEMENT AT THE GULF OF MEXICO, PROCEED SOUTH ON THE BEACH FOR 3 MI
 AB1751'(4.83 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 AB1751'THE STATION IS A STANDARD BOUNDARY
 AB1751'AND WATER COMMISSION US AND MEXICO DISK, SET IN THE
 AB1751'TOP OF A CONCRETE FILLED PLASTIC CONTAINER THE BOTTOM OF THE CONTAINER
 AB1751'IS APPROXIMATELY 3 FEET IN DIAMATER AND ANOTHER SMALLER CYLINDER
 AB1751'PROTRUDES FROM THIS LARGE PLASTIC CONTAINER MAKEING THE TOP SECTION
 AB1751'APPROXIMATLY 12 IN IN DIAMETER WHICH THE DISK IS SET INTO THE TOP OF,
 AB1751'THE WHOLE STRUCTURE IS ABOUT 3 FEET ABOVE THE GROUND.
 AB1751
 AB1751                          STATION RECOVERY (1992)
 AB1751
 AB1751'RECOVERED 1992
 AB1751'RECOVERED IN GOOD CONDITION.
 AB1751
 AB1751                          STATION RECOVERY (2005)
 AB1751
 AB1751'RECOVERY NOTE BY INT BDRY WTR COMM 2005 (RGF)
 AB1751'CONCRETE MONUMENT LOCATED NERIO WAS FOUND AND IS IN GOOD CONDITION .IT
 AB1751'IS LOCATED AT BOCA CHICA NEAR MOUTH OF THE RIO GRANDE.
 AB1751
 AB1751                          STATION RECOVERY (2005)
 AB1751
 AB1751'RECOVERY NOTE BY INT BDRY WTR COMM 2005 (RF)
 AB1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1024 ***********************************************************************
 CD1024  DESIGNATION -  NEST
 CD1024  PID         -  CD1024
 CD1024  STATE/COUNTY-  TX/HUDSPETH
 CD1024  USGS QUAD   -  GRAYTON LAKE (1963)
 CD1024
 CD1024                         *CURRENT SURVEY CONTROL
 CD1024  ___________________________________________________________________
 CD1024* NAD 83(1993)-  31 01 51.12312(N)    105 08 28.35305(W)     ADJUSTED  
 CD1024* NAVD 88     -      1436.26   (+/-2cm)    4712.1    (feet)  VERTCON   
 CD1024  ___________________________________________________________________
 CD1024  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 CD1024  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 CD1024
 CD1024  HORZ ORDER  -  THIRD
 CD1024  VERT ORDER  -  THIRD ? (See Below)
 CD1024
 CD1024.The horizontal coordinates were established by classical geodetic methods
 CD1024.and adjusted by the National Geodetic Survey in February 1996..
 CD1024
 CD1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1024.The vertical order pertains to the NGVD 29 superseded value.
 CD1024
 CD1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1024
 CD1024.The geoid height was determined by GEOID03.
 CD1024
 CD1024;                    North         East     Units Scale Factor Converg.
 CD1024;SPC TX C     - 3,161,145.335   241,172.437   MT  0.99988188   -2 28 34.8
 CD1024;SPC TX C     -10,371,190.99    791,246.57   sFT  0.99988188   -2 28 34.8
 CD1024;UTM  13      - 3,433,031.401   486,523.654   MT  0.99960224   -0 04 22.1
 CD1024
 CD1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1024!SPC TX C     -   0.99977812  x   0.99988188  =   0.99966002
 CD1024!UTM  13      -   0.99977812  x   0.99960224  =   0.99938044
 CD1024
 CD1024:                Primary Azimuth Mark                     Grid Az
 CD1024:SPC TX C     -  POINT 1950                               123 57 23.0
 CD1024:UTM  13      -  POINT 1950                               121 33 10.3
 CD1024
 CD1024|---------------------------------------------------------------------|
 CD1024| PID    Reference Object                     Distance      Geod. Az  |
 CD1024|                                                           dddmmss.s |
 CD1024| CD1023 POINT 1950                          APPROX. 3.5 KM 1212848.2 |
 CD1024|---------------------------------------------------------------------|
 CD1024
 CD1024                          SUPERSEDED SURVEY CONTROL
 CD1024
 CD1024  NAD 83(1986)-  31 01 51.13384(N)    105 08 28.35783(W) AD(       ) 3
 CD1024  NAD 27      -  31 01 50.64788(N)    105 08 26.55593(W) AD(       ) 3
 CD1024  NGVD 29 (07/19/86) 1435.66   (m)         4710.2    (f) LEVELING    3  
 CD1024
 CD1024.Superseded values are not recommended for survey control.
 CD1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1024.See file dsdata.txt to determine how the superseded data were derived.
 CD1024
 CD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ8652433031(NAD 83)
 CD1024_MARKER: DD = SURVEY DISK
 CD1024_SETTING: 66 = SET IN ROCK OUTCROP
 CD1024_SP_SET: SET IN ROCK OUTCROP
 CD1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD1024+STABILITY: POSITION/ELEVATION WELL
 CD1024
 CD1024  HISTORY     - Date     Condition        Report By
 CD1024  HISTORY     - 1950     MONUMENTED       USGS
 CD1024
 CD1024                          STATION DESCRIPTION
 CD1024
 CD1024'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 CD1024'TO REACH STATION FROM TORBERT, GO WEST 2.6 MI. ALONG RANCH ROAD
 CD1024'PARALLELING SOUTHERN PACIFIC RAILROAD TO GATE AND ROAD FORKS, THENCE
 CD1024'2.5 MI. SW TO ROAD FORKS, THENCE S. ABOUT 1400 FT. TO SUMMIT OF ROCKY
 CD1024'HILL AND STATION SITE, ON HIGHEST POINT OF HILL.
 CD1024'
 CD1024'STATION MARK--STANDARD TABLET STAMPED -NEST 1950-, CEMENTED IN ROCK
 CD1024'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1110 ***********************************************************************
 BM1110  PACS        -  This is a Primary Airport Control Station.
 BM1110  DESIGNATION -  NESTPORT
 BM1110  PID         -  BM1110
 BM1110  STATE/COUNTY-  TX/TRAVIS
 BM1110  USGS QUAD   -  PFLUGERVILLE EAST (1987)
 BM1110
 BM1110                         *CURRENT SURVEY CONTROL
 BM1110  ___________________________________________________________________
 BM1110* NAD 83(1993)-  30 23 48.83807(N)    097 34 01.76856(W)     ADJUSTED  
 BM1110* NAVD 88     -       187.25   (meters)     614.3    (feet)  GPS OBS   
 BM1110  ___________________________________________________________________
 BM1110  X           -    -725,110.075 (meters)                     COMP
 BM1110  Y           -  -5,458,311.514 (meters)                     COMP
 BM1110  Z           -   3,208,482.689 (meters)                     COMP
 BM1110  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BM1110  ELLIP HEIGHT-         161.16  (meters)          (10/24/00) GPS OBS
 BM1110  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM1110
 BM1110  HORZ ORDER  -  B
 BM1110  ELLP ORDER  -  FOURTH    CLASS II
 BM1110
 BM1110.This mark is at Bird's Nest (6R4) Airport (6R4)
 BM1110
 BM1110.The horizontal coordinates were established by GPS observations
 BM1110.and adjusted by the National Geodetic Survey in February 1996..
 BM1110
 BM1110.The orthometric height was determined by GPS observations and a
 BM1110.high-resolution geoid model.
 BM1110
 BM1110.GPS derived orthometric heights for airport stations designated as
 BM1110.PACS or SACS are published to 2 decimal places.  This maintains
 BM1110.centimeter relative accuracy between the PACS and SACS.  It does
 BM1110.not indicate centimeter accuracy relative to other marks which are
 BM1110.part of the NAVD 88 network.
 BM1110
 BM1110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1110
 BM1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1110
 BM1110.The ellipsoidal height was determined by GPS observations
 BM1110.and is referenced to NAD 83.
 BM1110
 BM1110.The geoid height was determined by GEOID03.
 BM1110
 BM1110;                    North         East     Units Scale Factor Converg.
 BM1110;SPC TX C     - 3,084,255.688   965,785.370   MT  0.99993700   +1 25 29.1
 BM1110;SPC TX C     -10,118,928.87  3,168,580.83   sFT  0.99993700   +1 25 29.1
 BM1110;UTM  14      - 3,363,637.347   637,648.126   MT  0.99983374   +0 43 30.4
 BM1110
 BM1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1110!SPC TX C     -   0.99997469  x   0.99993700  =   0.99991169
 BM1110!UTM  14      -   0.99997469  x   0.99983374  =   0.99980844
 BM1110
 BM1110|---------------------------------------------------------------------|
 BM1110| PID    Reference Object                     Distance      Geod. Az  |
 BM1110|                                                           dddmmss.s |
 BM1110| BM1111 NESTPORT AZ MK                      376.716 METERS 16530     |
 BM1110| AB6452 6R4 A                               353.712 METERS 34623     |
 BM1110|---------------------------------------------------------------------|
 BM1110
 BM1110                          SUPERSEDED SURVEY CONTROL
 BM1110
 BM1110  ELLIP H (02/20/96)  161.19   (m)                       GP(       ) 1 1
 BM1110  NAD 83(1993)-  30 23 48.83749(N)    097 34 01.76807(W) AD(       ) 3
 BM1110  ELLIP H (02/16/96)  161.31   (m)                       GP(       ) 5 1
 BM1110  NAD 83(1986)-  30 23 48.83995(N)    097 34 01.76960(W) AD(       ) 3
 BM1110  NAD 27      -  30 23 48.11481(N)    097 34 00.73850(W) AD(       ) 3
 BM1110  NGVD 29 (12/08/88)  187.1    (m)          614.     (f) GPS OBS        
 BM1110
 BM1110.Superseded values are not recommended for survey control.
 BM1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1110.See file dsdata.txt to determine how the superseded data were derived.
 BM1110
 BM1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3764863637(NAD 83)
 BM1110_MARKER: I = METAL ROD
 BM1110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1110_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1110_STAMPING: NESTPORT 1988
 BM1110_MARK LOGO: NGS   
 BM1110_PROJECTION: FLUSH
 BM1110_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1110+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1995
 BM1110_ROD/PIPE-DEPTH: 7.6  meters
 BM1110_SLEEVE-DEPTH  : 0.76 meters
 BM1110
 BM1110  HISTORY     - Date     Condition        Report By
 BM1110  HISTORY     - 1988     MONUMENTED       NGS
 BM1110  HISTORY     - 19950309 GOOD             NGS
 BM1110  HISTORY     - 20030308 GOOD             USPSQD
 BM1110
 BM1110                          STATION DESCRIPTION
 BM1110
 BM1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1110'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH OF THE TOWN OF MANOR
 BM1110'AT THE BIRDS NEST AIRPORT.  OWNERSHIP--BIRDS NEST AVIATION
 BM1110'INCORPORATED C/O JERRY KAHLBAU, ROUTE 1 BOX 202, MANOR TX 78653.
 BM1110'TELEPHONE NUMBER 512-272-5337.
 BM1110'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 183,
 BM1110'AA THE EAST SIDE OF AUSTIN.  GO EAST ON U.S. HIGHWAY 290 FOR 11.7 KM
 BM1110'(7.25 MI) TO A CROSS ROAD AT A TRAFFIC LIGHT (GREGG MANOR ROAD). TURN
 BM1110'LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) TO A FORK IN THE ROAD. BEAR
 BM1110'RIGHT ON GREGG ROAD FOR 2.1 KM (1.30 MI) TO FUCHS GROVE ROAD, ON THE
 BM1110'RIGHT.  TURN RIGHT AND GO 2.7 KM (1.70 MI) TO A PRIVATE ROAD ON THE
 BM1110'LEFT.  TURN LEFT AND GO NORTHWEST ON THE DIRT ROAD FOR 1.5 KM
 BM1110'(0.95 MI) TO THE OFFICE AND A NORTH-SOUTH TAXIWAY.  GO NORTH-NORTHWEST
 BM1110'ON THE TAXIWAY FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.
 BM1110'THE MARK IS SET 15.0 M (49.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 BM1110'RUNWAY, 9.1 KM (5.65 MI) SOUTHEAST OF THE CENTERLINE OF THE
 BM1110'CONNECTOR, 7.6 M (24.9 FT) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY
 BM1110'AND 3.4 M (11.2 FT) SOUTHEAST OF A TAXI LIGHT.
 BM1110'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1110'DESCRIBED BY B.L.L.
 BM1110
 BM1110                          STATION RECOVERY (1995)
 BM1110
 BM1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1110'NOTE--IN WET WEATHER THIS AIRPORT MAY NOT BE REACHABLE BECAUSE OF THE
 BM1110'DIRT ENTRANCE ROAD 1.55 KM (0.95 MI) LONG.  THE STATION IS LOCATED
 BM1110'ABOUT 6 KM (3.70 MI) NORTH OF THE TOWN OF MANOR AT THE BIRDS NEST
 BM1110'AIRPORT, ON A HIGH POINT IN THE MEDIAN OF THE RUNWAY AND PARALLEL
 BM1110'TAXI, AND ON THE SOUTH SIDE OF A CONNECTOR AT MIDFIELD.
 BM1110'OWNERSHIP--BIRDS NEST AVIATION INCORPORATED C/O JERRY KAHLBAU, ROUTE 1
 BM1110'BOX 202, MANOR, TX 78653.  PHONE 512-272-5337.  TO REACH THE STATION
 BM1110'FROM THE JUNCTION OF U.S.  HIGHWAYS 290 AND 183 ON THE NORTHEAST SIDE
 BM1110'OF AUSTIN, GO EAST ON U.S.  HIGHWAY 290 FOR 11.7 KM (7.25 MI) TO A
 BM1110'CROSS ROAD AT A TRAFFIC LIGHT (GREGG MANOR ROAD) . TURN LEFT, NORTH,
 BM1110'FOR 0.2 KM (0.10 MI) TO A FORK IN THE ROAD.  BEAR RIGHT, NORTH, ON
 BM1110'GREGG MANOR ROAD FOR 2.1 KM (1.30 MI) TO FUCHS GROVE ROAD ON THE
 BM1110'RIGHT.  TURN RIGHT, NORTHEAST, ON FUCHES GROVE ROAD FOR 2.7 KM (1.65
 BM1110'MI) TO A PAVED ROAD RIGHT (GREGG LANE) , AND A PRIVATE ROAD ON THE
 BM1110'LEFT.  TURN LEFT, NORTHWEST, ON THE DIRT ROAD FOR 1.5 KM (0.95 MI) TO
 BM1110'THE OFFICE AND A NORTH-SOUTH TAXI.  TURN RIGHT, NORTH-NORTHWEST, ON
 BM1110'THE TAXI FOR 0.38 KM (0.25 MI) TO THE STATION ON THE LEFT.  THE
 BM1110'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5
 BM1110'CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 BM1110'A LOGO CAP (ACCESS COVER HAS BEEN REMOVED) SURROUNDED BY CONCRETE SET
 BM1110'FLUSH WITH THE GROUND.  IT IS 15.0 M (49.2 FT) NORTHEAST OF THE CENTER
 BM1110'OF THE RUNWAY, 9.1 M (29.9 FT) SOUTHEAST OF THE CENTER OF THE
 BM1110'CONNECTOR, 7.6 M (24.9 FT) SOUTHWEST OF THE CENTER OF THE TAXI, 3.4 M
 BM1110'(11.2 FT) SOUTHEAST OF A TAXI LIGHT, AND 0.2 M (0.7 FT) NORTHEAST OF A
 BM1110'WITNESS POST.  DESCRIBED BY D.G. AUG
 BM1110
 BM1110                          STATION RECOVERY (2003)
 BM1110
 BM1110'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1111 ***********************************************************************
 BM1111  SACS        -  This is a Secondary Airport Control Station.
 BM1111  DESIGNATION -  NESTPORT AZ MK
 BM1111  PID         -  BM1111
 BM1111  STATE/COUNTY-  TX/TRAVIS
 BM1111  USGS QUAD   -  PFLUGERVILLE EAST (1987)
 BM1111
 BM1111                         *CURRENT SURVEY CONTROL
 BM1111  ___________________________________________________________________
 BM1111* NAD 83(1993)-  30 23 36.99402(N)    097 33 58.23686(W)     ADJUSTED  
 BM1111* NAVD 88     -       182.87   (meters)     600.0    (feet)  GPS OBS   
 BM1111  ___________________________________________________________________
 BM1111  X           -    -725,040.417 (meters)                     COMP
 BM1111  Y           -  -5,458,503.112 (meters)                     COMP
 BM1111  Z           -   3,208,165.861 (meters)                     COMP
 BM1111  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BM1111  ELLIP HEIGHT-         156.77  (meters)          (07/23/01) GPS OBS
 BM1111  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM1111
 BM1111  HORZ ORDER  -  FIRST
 BM1111  ELLP ORDER  -  FIFTH     CLASS I
 BM1111
 BM1111.This mark is at Bird's Nest (6R4) Airport (6R4)
 BM1111
 BM1111.The horizontal coordinates were established by GPS observations
 BM1111.and adjusted by the National Geodetic Survey in September 1996..
 BM1111
 BM1111.The orthometric height was determined by GPS observations and a
 BM1111.high-resolution geoid model.
 BM1111
 BM1111.GPS derived orthometric heights for airport stations designated as
 BM1111.PACS or SACS are published to 2 decimal places.  This maintains
 BM1111.centimeter relative accuracy between the PACS and SACS.  It does
 BM1111.not indicate centimeter accuracy relative to other marks which are
 BM1111.part of the NAVD 88 network.
 BM1111
 BM1111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1111
 BM1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1111
 BM1111.The ellipsoidal height was determined by GPS observations
 BM1111.and is referenced to NAD 83.
 BM1111
 BM1111.The geoid height was determined by GEOID03.
 BM1111
 BM1111;                    North         East     Units Scale Factor Converg.
 BM1111;SPC TX C     - 3,083,893.440   965,888.683   MT  0.99993760   +1 25 30.9
 BM1111;SPC TX C     -10,117,740.39  3,168,919.79   sFT  0.99993760   +1 25 30.9
 BM1111;UTM  14      - 3,363,273.902   637,746.997   MT  0.99983408   +0 43 31.9
 BM1111
 BM1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1111!SPC TX C     -   0.99997538  x   0.99993760  =   0.99991298
 BM1111!UTM  14      -   0.99997538  x   0.99983408  =   0.99980946
 BM1111
 BM1111|---------------------------------------------------------------------|
 BM1111| PID    Reference Object                     Distance      Geod. Az  |
 BM1111|                                                           dddmmss.s |
 BM1111| BM1110 NESTPORT                            376.716 METERS 34530     |
 BM1111|---------------------------------------------------------------------|
 BM1111
 BM1111                          SUPERSEDED SURVEY CONTROL
 BM1111
 BM1111  ELLIP H (09/03/96)  156.81   (m)                       GP(       ) 5 1
 BM1111  NAD 83(1993)-  30 23 36.99285(N)    097 33 58.23574(W) AD(       ) 3
 BM1111  ELLIP H (02/16/96)  156.92   (m)                       GP(       ) 5 1
 BM1111  NAD 83(1986)-  30 23 36.99530(N)    097 33 58.23727(W) AD(       ) 3
 BM1111  NAD 27      -  30 23 36.26981(N)    097 33 57.20633(W) AD(       ) 3
 BM1111  NGVD 29 (12/08/88)  182.7    (m)          599.     (f) GPS OBS        
 BM1111
 BM1111.Superseded values are not recommended for survey control.
 BM1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1111.See file dsdata.txt to determine how the superseded data were derived.
 BM1111
 BM1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3774763274(NAD 83)
 BM1111_MARKER: I = METAL ROD
 BM1111_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1111_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1111_STAMPING: NESTPORT AZ MK 1988
 BM1111_MARK LOGO: NGS   
 BM1111_PROJECTION: FLUSH
 BM1111_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1111+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1995
 BM1111_ROD/PIPE-DEPTH: 6.7  meters
 BM1111_SLEEVE-DEPTH  : 0.76 meters
 BM1111
 BM1111  HISTORY     - Date     Condition        Report By
 BM1111  HISTORY     - 1988     MONUMENTED       NGS
 BM1111  HISTORY     - 19950309 GOOD             NGS
 BM1111  HISTORY     - 20030308 GOOD             USPSQD
 BM1111
 BM1111                          STATION DESCRIPTION
 BM1111
 BM1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1111'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH OF THE TOWN OF MANOR
 BM1111'AT THE BIRDS NEST AIRPORT.  OWNERSHIP--BIRDS NEST AVIATION
 BM1111'INCORPORATED C/O JERRY KAHLBAU, ROUTE 1 BOX 202, MANOR TX 78653.
 BM1111'TELEPHONE NUMBER 512-272-5337.
 BM1111'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 183,
 BM1111'AA THE EAST SIDE OF AUSTIN.  GO EAST ON U.S. HIGHWAY 290 FOR 11.7 KM
 BM1111'(7.25 MI) TO A CROSS ROAD AT A TRAFFIC LIGHT (GREGG MANOR ROAD). TURN
 BM1111'LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) TO A FORK IN THE ROAD. BEAR
 BM1111'RIGHT ON GREGG ROAD FOR 2.1 KM (1.30 MI) TO FUCHS GROVE ROAD, ON THE
 BM1111'RIGHT.  TURN RIGHT AND GO 2.7 KM (1.70 MI) TO A PRIVATE ROAD ON THE
 BM1111'LEFT.  TURN LEFT AND GO NORTHWEST ON THE DIRT ROAD FOR 1.5 KM
 BM1111'(0.95 MI) TO THE SOUTHWEST END OF THE OFFICE AND THE AZIMUTH MARK ON
 BM1111'THE LEFT.
 BM1111'THE MARK IS SET 18.0 M (59.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 BM1111'RUNWAY, 16.2 M (53.1 FT) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY
 BM1111'AND 5.4 M (17.7 FT) SOUTHWEST OF THE CENTER OF THE TAXIWAY,
 BM1111'CONNECTING THE RUNWAY END.
 BM1111'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1111'DESCRIBED BY R.D.B.
 BM1111
 BM1111                          STATION RECOVERY (1995)
 BM1111
 BM1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1111'NOTE--IN WET WEATHER THIS AIRPORT MAY NOT BE REACHABLE BECAUSE OF THE
 BM1111'DIRT ENTRANCE ROAD 1.55 KM (0.95 MI) LONG.  THE STATION IS LOCATED
 BM1111'ABOUT 6 KM (3.70 MI) NORTH OF THE TOWN OF MANOR AT THE BIRDS NEST
 BM1111'AIRPORT, JUST SOUTH OF THE OFFICE, IN THE MEDIAN OF THE RUNWAY AND
 BM1111'PARALLEL TAXI, AND ON THE NORTH SIDE OF A CONNECTOR TO RUNWAY END 34R.
 BM1111'OWNERSHIP--BIRDS NEST AVIATION INCORPORATED C/O JERRY KAHLBAU, ROUTE 1
 BM1111'BOX 202, MANOR, TX 78653.  PHONE 512-272-5337. TO REACH THE STATION
 BM1111'FROM THE JUNCTION OF U.S.  HIGHWAYS 290 AND 183 ON THE NORTHEAST SIDE
 BM1111'OF AUSTIN, GO EAST ON U.S.  HIGHWAY 290 FOR 11.7 KM (7.25 MI) TO A
 BM1111'CROSS ROAD AT A TRAFFIC LIGHT (GREGG MANOR ROAD) . TURN LEFT, NORTH,
 BM1111'FOR 0.2 KM (0.10 MI) TO A FORK IN THE ROAD.  BEAR RIGHT, NORTH, ON
 BM1111'GREGG MANOR ROAD FOR 2.1 KM (1.30 MI) TO FUCHS GROVE ROAD ON THE
 BM1111'RIGHT.  TURN RIGHT, NORTHEAST, ON FUCHES GROVE ROAD FOR 2.7 KM (1.65
 BM1111'MI) TO A PAVED ROAD RIGHT (GREGG LANE) , AND A PRIVATE ROAD ON THE
 BM1111'LEFT.  TURN LEFT, NORTHWEST, ON THE DIRT ROAD FOR 1.5 KM (0.95 MI) TO
 BM1111'THE OFFICE AND A NORTH-SOUTH TAXI AND ON THE STATION ON THE LEFT. THE
 BM1111'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5
 BM1111'CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 BM1111'A LOGO CAP (ACCESS COVER HAS BEEN REMOVED) SURROUNDED BY CONCRETE SET
 BM1111'FLUSH WITH THE GROUND.  IT IS 18.0 M (59.1 FT) NORTHEAST OF THE CENTER
 BM1111'OF THE RUNWAY, 16.2 M (53.1 FT) NORTHWEST OF THE CENTER OF THE
 BM1111'CONNECTOR, 4.8 M (15.7 FT) SOUTHWEST OF THE CENTER OF THE TAXI, AND
 BM1111'0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
 BM1111
 BM1111                          STATION RECOVERY (2003)
 BM1111
 BM1111'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2330 ***********************************************************************
 AN2330  DESIGNATION -  NET 1934
 AN2330  PID         -  AN2330
 AN2330  STATE/COUNTY-  TX/CALHOUN
 AN2330  USGS QUAD   -  TIVOLI SE (1952)
 AN2330
 AN2330                         *CURRENT SURVEY CONTROL
 AN2330  ___________________________________________________________________
 AN2330* NAD 83(1993)-  28 16 33.51291(N)    096 47 53.75335(W)     ADJUSTED  
 AN2330* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2330  ___________________________________________________________________
 AN2330  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AN2330  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN2330
 AN2330  HORZ ORDER  -  THIRD
 AN2330
 AN2330.The horizontal coordinates were established by classical geodetic methods
 AN2330.and adjusted by the National Geodetic Survey in February 1996..
 AN2330
 AN2330.The orthometric height was scaled from a topographic map.
 AN2330
 AN2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2330
 AN2330.The geoid height was determined by GEOID03.
 AN2330
 AN2330;                    North         East     Units Scale Factor Converg.
 AN2330;SPC TXSC     - 4,051,092.677   816,006.802   MT  1.00003255   +1 04 43.2
 AN2330;SPC TXSC     -13,290,959.89  2,677,182.32   sFT  1.00003255   +1 04 43.2
 AN2330;UTM  14      - 3,129,740.476   715,955.633   MT  1.00017562   +1 02 36.3
 AN2330
 AN2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2330!SPC TXSC     -   1.00000393  x   1.00003255  =   1.00003648
 AN2330!UTM  14      -   1.00000393  x   1.00017562  =   1.00017955
 AN2330
 AN2330:                Primary Azimuth Mark                     Grid Az
 AN2330:SPC TXSC     -  NETTLE                                   007 56 27.4
 AN2330:UTM  14      -  NETTLE                                   007 58 34.3
 AN2330
 AN2330|---------------------------------------------------------------------|
 AN2330| PID    Reference Object                     Distance      Geod. Az  |
 AN2330|                                                           dddmmss.s |
 AN2330| AN2331 NETTLE                              APPROX. 4.9 KM 0090110.6 |
 AN2330|---------------------------------------------------------------------|
 AN2330
 AN2330                          SUPERSEDED SURVEY CONTROL
 AN2330
 AN2330  NAD 83(1986)-  28 16 33.52131(N)    096 47 53.73597(W) AD(       ) 3
 AN2330  NAD 27      -  28 16 32.49400(N)    096 47 52.78700(W) AD(       ) 3
 AN2330
 AN2330.Superseded values are not recommended for survey control.
 AN2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2330.See file dsdata.txt to determine how the superseded data were derived.
 AN2330
 AN2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1595629740(NAD 83)
 AN2330_MARKER: DS = TRIANGULATION STATION DISK
 AN2330_SETTING: 0 = UNSPECIFIED SETTING
 AN2330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2330
 AN2330  HISTORY     - Date     Condition        Report By
 AN2330  HISTORY     - 1934     MONUMENTED       CGS
 AN2330  HISTORY     - 1944     GOOD             USE
 AN2330  HISTORY     - 1947     GOOD             CGS
 AN2330  HISTORY     - 1969     GOOD             CGS
 AN2330  HISTORY     - 1977     GOOD             CONOCO
 AN2330
 AN2330                          STATION DESCRIPTION
 AN2330
 AN2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2330'STATION IS LOCATED ABOUT 8-1/2 MILES SSE OF AUSTWELL, ABOUT
 AN2330'10-1/2 MILES SW BY S OF SEADRIFT, ON DAGGER POINT.  IT IS
 AN2330'ABOUT 2 MILES N OF THE N END OF MUSTANG LAKE AND 50 METERS
 AN2330'W OF THE W SHORE OF SAN ANTONIO BAY.
 AN2330'
 AN2330'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2330'NO REFERENCE MARK WAS SET.
 AN2330'
 AN2330'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2330'INNER END OF PIER (60 METERS DISTANT), 58 DEG.  NE CORNER
 AN2330'OF WHITE CONCRETE HOUSE (50 METERS DISTANT), 158 DEG.
 AN2330'
 AN2330'HEIGHT OF LIGHT ABOVE STATION MARK - 3.7 METERS.
 AN2330
 AN2330                          STATION RECOVERY (1944)
 AN2330
 AN2330'RECOVERY NOTE BY US ENGINEERS 1944
 AN2330'STATION IN GOOD CONDITION AND MAY BE REACHED BY ROAD THROUGH
 AN2330'THE GAME REFUGE.  THE NEARBY PIER HAS ALMOST BEEN DESTROYED
 AN2330'BY HIGH WATER BUT SOME SIGNS REMAIN.
 AN2330
 AN2330                          STATION RECOVERY (1947)
 AN2330
 AN2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2330'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN2330
 AN2330                          STATION RECOVERY (1969)
 AN2330
 AN2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2330'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 AN2330'COMPLETE NEW DESCRIPTION FOLLOWS--
 AN2330'
 AN2330'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHEAST
 AN2330'OF AUSTWELL, ON DAGGER POINT, IN THE ARANSAS NATIONAL WILDLIFE
 AN2330'REFUGE.  IT IS 71 FEET WEST OF THE SHORE LINE, 52 FEET
 AN2330'NORTH-NORTHWEST OF THE MOST NORTHERLY LIVEOAK TREE ON THE
 AN2330'POINT, 6 FEET NORTH OF THE NORTH EDGE OF A MOWED AREA ON
 AN2330'THE POINT, 1-1/2 FEET SOUTH OF A WITNESS POST AND ABOUT MIDWAY
 AN2330'OF, AND IN LINE WITH A ROAD WHICH CUTS THROUGH THE DUNES
 AN2330'TO THE SOUTHWEST AND AN OLD STONE BREAKWATER TO THE NORTHEAST.
 AN2330'THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 AN2330'NET 1934.
 AN2330'
 AN2330'TO REACH FROM THE ARANSAS NATIONAL WILDLIFE REFUGE HEADQUARTERS
 AN2330'ON BLACKJACK PENINSULA, GO SOUTHERLY ON A SHELL ROAD FOR
 AN2330'1.8 MILES TO A SIDEROAD RIGHT.  CONTINUE STRAIGHT AHEAD,
 AN2330'SOUTH-EASTERLY, FOR 1.05 MILES TO A SIDEROAD LEFT.  TURN
 AN2330'LEFT AND GO NORTHEAST ON A SHELL ROAD FOR 0.6 MILE TO THE
 AN2330'BEACH.  THENCE LEFT, NORTH, ALONG THE BEACH FOR ABOUT 0.1
 AN2330'MILE TO DAGGER POINT AND THE STATION AS DESCRIBED.
 AN2330'
 AN2330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 AN2330'SOUTH-SOUTHEAST OF AUSTWELL
 AN2330
 AN2330                          STATION RECOVERY (1977)
 AN2330
 AN2330'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1977 (CJB)
 AN2330'NET 1934 RECOVERED O.K. - NOW 6 INCHES UNDERGROUND.
 AN2330'
 AN2330'MARK IS NOW 40 FEET FROM SHORE.
 AN2330'
 AN2330'DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES SSE AUSTWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0772 ***********************************************************************
 BN0772  DESIGNATION -  NETHERY
 BN0772  PID         -  BN0772
 BN0772  STATE/COUNTY-  TX/KIMBLE
 BN0772  USGS QUAD   -  SEGOVIA (1974)
 BN0772
 BN0772                         *CURRENT SURVEY CONTROL
 BN0772  ___________________________________________________________________
 BN0772* NAD 83(1993)-  30 27 40.80259(N)    099 43 25.17873(W)     ADJUSTED  
 BN0772* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 BN0772  ___________________________________________________________________
 BN0772  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BN0772  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BN0772
 BN0772  HORZ ORDER  -  SECOND
 BN0772
 BN0772.The horizontal coordinates were established by classical geodetic methods
 BN0772.and adjusted by the National Geodetic Survey in February 1996..
 BN0772
 BN0772.The orthometric height was scaled from a topographic map.
 BN0772
 BN0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0772
 BN0772.The geoid height was determined by GEOID03.
 BN0772
 BN0772;                    North         East     Units Scale Factor Converg.
 BN0772;SPC TX C     - 3,088,254.093   758,546.416   MT  0.99992586   +0 18 50.5
 BN0772;SPC TX C     -10,132,046.97  2,488,664.37   sFT  0.99992586   +0 18 50.5
 BN0772;SPC TXSC     - 4,291,485.241   530,498.414   MT  1.00005627   -0 21 16.3
 BN0772;SPC TXSC     -14,079,647.83  1,740,476.88   sFT  1.00005627   -0 21 16.3
 BN0772;UTM  14      - 3,370,129.121   430,528.776   MT  0.99965954   -0 22 00.8
 BN0772
 BN0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0772!SPC TX C     -   0.99991020  x   0.99992586  =   0.99983607
 BN0772!SPC TXSC     -   0.99991020  x   1.00005627  =   0.99996646
 BN0772!UTM  14      -   0.99991020  x   0.99965954  =   0.99956977
 BN0772
 BN0772|---------------------------------------------------------------------|
 BN0772| PID    Reference Object                     Distance      Geod. Az  |
 BN0772|                                                           dddmmss.s |
 BN0772| CV4906 NETHERY RM 1                         20.188 METERS 02646     |
 BN0772| CV4907 NETHERY RM 2                         21.521 METERS 28010     |
 BN0772| CV4905 NETHERY AZ MK                                      2872505.1 |
 BN0772|---------------------------------------------------------------------|
 BN0772
 BN0772                          SUPERSEDED SURVEY CONTROL
 BN0772
 BN0772  NAD 83(1986)-  30 27 40.80769(N)    099 43 25.16751(W) AD(       ) 2
 BN0772  NAD 27      -  30 27 40.12500(N)    099 43 23.93600(W) AD(       ) 2
 BN0772
 BN0772.Superseded values are not recommended for survey control.
 BN0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0772.See file dsdata.txt to determine how the superseded data were derived.
 BN0772
 BN0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU3052970129(NAD 83)
 BN0772_MARKER: DS = TRIANGULATION STATION DISK
 BN0772_SETTING: 66 = SET IN ROCK OUTCROP
 BN0772_SP_SET: PARTIALLY EXPOSED BEDROCK
 BN0772
 BN0772  HISTORY     - Date     Condition        Report By
 BN0772  HISTORY     - 1943     MONUMENTED       CGS
 BN0772  HISTORY     - 1944     GOOD             CGS
 BN0772  HISTORY     - 1973     GOOD             LOCENG
 BN0772  HISTORY     - 1974     GOOD             USGS
 BN0772
 BN0772                          STATION DESCRIPTION
 BN0772
 BN0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0772'STATION IS LOCATED ABOUT 3 MILES SE OF JUNCTION, ON THE N AND
 BN0772'HIGHER OF TWO LONE HILLS, ABOUT 100 YARDS NE OF U.S. HIGHWAY
 BN0772'290, AND 17 FEET N OF A WHITE WOODEN WITNESS POST THAT IS
 BN0772'WIRED TO A MESQUITE BUSH.  STATION MARK IS SET IN BEDROCK ABOUT
 BN0772'10 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED
 BN0772'NETHERY 1943.
 BN0772'
 BN0772'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN DRILL
 BN0772'HOLES IN OUTCROPPING BEDROCK.
 BN0772'
 BN0772'REFERENCE MARK 1 IS 84.5 FEET N OF THE WHITE WOODEN WITNESS
 BN0772'POST.  IT IS STAMPED NETHERY NO 1 1943.
 BN0772'
 BN0772'REFERENCE MARK 2 IS 58 FEET W OF THE WHITE WOODEN WITNESS
 BN0772'POST.  IT IS STAMPED NETHERY NO 2 1943.
 BN0772'
 BN0772'AZIMUTH MARK IS 28 PACES E OF A RED BOARD GATE, 55 FEET N OF
 BN0772'THE CENTER LINE OF U.S. HIGHWAY 290, 5.5 FEET NNW OF A WHITE
 BN0772'WOODEN WITNESS POST, AND 5 FEET N OF A WIRE FENCE.  IT IS
 BN0772'STAMPED NETHERY 1943.
 BN0772'
 BN0772'TO REACH THE STATION FROM THE COURTHOUSE IN JUNCTION, GO SE ON
 BN0772'U.S. HIGHWAY 290 FOR 2.9 MILES TO THE RED BOARD GATE AND THE
 BN0772'AZIMUTH MARK ON THE LEFT.  TURN LEFT, THROUGH GATE, THEN RIGHT
 BN0772'AND FOLLOW FENCELINE AND HIGHWAY E FOR 0.6 MILE TO THE TOP OF THE
 BN0772'HILL AND THE STATION.
 BN0772'
 BN0772'A 64-FOOT SIGNAL AT ALLEN, A 4-FOOT SIGNAL AT TELEGRAPH, A
 BN0772'4-FOOT SIGNAL AT BLACKBURN, A 10-FOOT SIGNAL AT CLEO, AND A
 BN0772'77-FOOT SIGNAL AT HOD ARE VISIBLE AT 15 FEET.
 BN0772'
 BN0772'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BN0772
 BN0772                          STATION RECOVERY (1944)
 BN0772
 BN0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0772'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 BN0772'
 BN0772'STATION IS LOCATED ABOUT 3 MILES (AIR LINE) ESE OF JUNCTION,
 BN0772'ON A HIGH, FLAT RIDGE.  MARK IS 17 FEET N OF A WHITE WOODEN
 BN0772'WITNESS POST THAT IS WIRED TO A TREE.
 BN0772'
 BN0772'REFERENCE MARK 1 PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 BN0772'
 BN0772'REFERENCE MARK 2 IS FLUSH WITH THE GROUND.
 BN0772'
 BN0772'AZIMUTH MARK IS 50 FEET NE OF THE CENTER LINE OF THE HIGHWAY,
 BN0772'90 FEET E OF THE RED BOARD GATE, 5 FEET NE OF FENCELINE AND
 BN0772'A WHITE WOODEN WITNESS POST.  IT PROJECTS ABOUT 2 INCHES ABOVE
 BN0772'THE GROUND.  SMALL AMOUNT OF CLEARING NEAR STATION NECESSARY
 BN0772'TO SEE THIS MARK FROM THE GROUND.
 BN0772
 BN0772                          STATION RECOVERY (1973)
 BN0772
 BN0772'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RM)
 BN0772'RECOVERED BY MULDROW AND ASSOC INC
 BN0772'
 BN0772'TRIANGULATION STATION NETHERY 1943-GOOD - LOCATED ON ROCKY
 BN0772'RIDGE IN PASURELAND
 BN0772'
 BN0772'NETHERY NO 1 1943-GOOD NO WITNESS POST REQUIRED AT THIS TIME
 BN0772'
 BN0772'NETHERY NO 2 1943-GOOD
 BN0772'
 BN0772'AZIMUTH MK-NETHERY 1943-GOOD BRASS CAP IN BEDROCK - 4 FT N OF ROW
 BN0772'FENCE WITNESS POST SET 5 FT SE OF AZIMUTH MARK.
 BN0772'
 BN0772'NEW DESCRIPTION--TO REACH STATION FROM COURT HOUSE IN JUNCTION, GO
 BN0772'SOUTHEAST ALONG U.S. HWY 83, AT 2.9 MILES AZIMUTH MARK IS ON LEFT
 BN0772'4 FT N.4 ROW FENCE, 100 FT EAST OF RED BOARD GATE AND SOUTH OF
 BN0772'WINDMILL, STATION IS ON NEXT RIDGE EAST, TO REACH STATION PROCEED
 BN0772'ON HWY 83 AT 3.0 MILES ENTER INTERSTATE 10, AT 4.8 MILES EXIT AT
 BN0772'ULVALDE EXIT.  AT 5.3 MILES TURN LEFT ACROSS OVER PASS, AT 6.3
 BN0772'MILES TURN RIGHT ON OLD PAVED ROAD (DO NOT RE-ENTER 1410)
 BN0772'
 BN0772'AT 6.6 MILE, PASS OLD WINDMILL ON RIGHT, STATION IS ON HILL
 BN0772'STRAIGHT AHEAD.  AT 7.3 MILES LEAVE VEHICLE AND PROCEED 100
 BN0772'YARDS EAST TO TOP OF RIDGE AND STATION NETHERY)
 BN0772'
 BN0772'NOTE--PREVIOUS DESCRIPTION OK EXCEPT WHITE WITNESS POSTS ARE
 BN0772'GONE.  ADD NEW METAL POST AND SIGN IN FENCE BY AZIMUTH MARK
 BN0772'PREVIOUS TO REACH PORTION REPLACED BY ABOVE DESCRIPTION TO
 BN0772'REACH STATION ON OTHER SIDE OF 1H10.
 BN0772
 BN0772                          STATION RECOVERY (1974)
 BN0772
 BN0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (BFD)
 BN0772'TO REACH THE STATION FROM THE JCT. OF FR 2169 AND INTERSTATE
 BN0772'HWY. 10 JUST NE OF JUNCTION GO SE ON I-10 FOR ABOUT 3.9 MI.
 BN0772'TO EXIT TO U.S. HWY. 83.  TAKE EXIT S. FOR APPROXIMATELY 0.5
 BN0772'MI. TO INTERSECTION WITH NORTH BOUND TRAFFIC LANE ON U.S. HWY.
 BN0772'83.  TURN LEFT AND GO N. APPROXIMATELY 0.2 MI. CROSSING OVERPASS
 BN0772'OVER I-10.  CONTINUE N. AND NW FOR 0.7 MI. TO OLD U.S. HWY.
 BN0772'290 ON RIGHT AND GO N ALONG OLD U.S. HWY. 290 FOR 1.15 MI.,
 BN0772'END OF TRUCK TRAVEL.  PACK NE ABOUT 400 FT. TO TOP OF HILL
 BN0772'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1688 ***********************************************************************
 FL1688  DESIGNATION -  NETT
 FL1688  PID         -  FL1688
 FL1688  STATE/COUNTY-  TX/HUTCHINSON
 FL1688  USGS QUAD   -  PRINGLE (1978)
 FL1688
 FL1688                         *CURRENT SURVEY CONTROL
 FL1688  ___________________________________________________________________
 FL1688* NAD 83(1993)-  35 54 26.05542(N)    101 29 19.26670(W)     ADJUSTED  
 FL1688* NAVD 88     -      1027.     (meters)    3369.     (feet)  SCALED    
 FL1688  ___________________________________________________________________
 FL1688  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 FL1688  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 FL1688
 FL1688  HORZ ORDER  -  SECOND
 FL1688
 FL1688.The horizontal coordinates were established by classical geodetic methods
 FL1688.and adjusted by the National Geodetic Survey in February 1996..
 FL1688
 FL1688.The orthometric height was scaled from a topographic map.
 FL1688
 FL1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1688
 FL1688.The geoid height was determined by GEOID03.
 FL1688
 FL1688;                    North         East     Units Scale Factor Converg.
 FL1688;SPC TX N     - 1,211,586.258   201,021.324   MT  0.99994726   +0 00 23.6
 FL1688;SPC TX N     - 3,975,012.58    659,517.46   sFT  0.99994726   +0 00 23.6
 FL1688;UTM  14      - 3,976,521.400   275,416.105   MT  1.00022154   -1 27 36.6
 FL1688
 FL1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1688!SPC TX N     -   0.99984299  x   0.99994726  =   0.99979026
 FL1688!UTM  14      -   0.99984299  x   1.00022154  =   1.00006450
 FL1688
 FL1688:                Primary Azimuth Mark                     Grid Az
 FL1688:SPC TX N     -  PRINGLE BARNETT GRAIN CO ELEV            032 19 45.9
 FL1688:UTM  14      -  PRINGLE BARNETT GRAIN CO ELEV            033 47 46.1
 FL1688
 FL1688|---------------------------------------------------------------------|
 FL1688| PID    Reference Object                     Distance      Geod. Az  |
 FL1688|                                                           dddmmss.s |
 FL1688| FL1691 PRINGLE BARNETT GRAIN CO ELEV       APPROX. 5.7 KM 0322009.5 |
 FL1688| FL1690 PRINGLE MARTIN LANE GRAIN ELEV      APPROX. 5.5 KM 0334947.9 |
 FL1688| CJ7166 NETT AZ MK                                         0883837.6 |
 FL1688| CJ7167 NETT RM 1                            13.142 METERS 09740     |
 FL1688| CJ7168 NETT RM 2                            17.499 METERS 26630     |
 FL1688|---------------------------------------------------------------------|
 FL1688
 FL1688                          SUPERSEDED SURVEY CONTROL
 FL1688
 FL1688  NAD 83(1993)-  35 54 26.05525(N)    101 29 19.26601(W) AD(       ) 2
 FL1688  NAD 83(1986)-  35 54 26.06421(N)    101 29 19.25491(W) AD(       ) 2
 FL1688  NAD 27      -  35 54 25.92500(N)    101 29 17.65600(W) AD(       ) 2
 FL1688
 FL1688.Superseded values are not recommended for survey control.
 FL1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1688.See file dsdata.txt to determine how the superseded data were derived.
 FL1688
 FL1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7541676521(NAD 83)
 FL1688_MARKER: DS = TRIANGULATION STATION DISK
 FL1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1688
 FL1688  HISTORY     - Date     Condition        Report By
 FL1688  HISTORY     - 1951     MONUMENTED       CGS
 FL1688
 FL1688                          STATION DESCRIPTION
 FL1688
 FL1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1688'THE STATION IS LOCATED ON HIGH ROLLING LAND ABOUT 1/2 MILE
 FL1688'NORTH OF THE CANADIAN RIVER BREAKS, ABOUT 6 MILES NORTH-NORTHWEST
 FL1688'OF STINNETT, 3.4 MILES SOUTHWEST OF PRINGLE, ON THE SOUTH
 FL1688'SIDE OF A DIRT ROAD, 10 FEET WEST OF WITNESS POST, 5 FEET
 FL1688'NORTH OF FENCE LINE, AND 30 FEET SOUTH OF DIRT ROAD.
 FL1688'
 FL1688'TO REACH STATION FROM THE COURTHOUSE IN STINNETT, GO NORTHERLY
 FL1688'ON STATE HIGHWAY 117 FOR 5.9 MILES TO A DIRT ROAD LEFT, GO
 FL1688'LEFT FOR 1.1 MILES TO A T-INTERSECTION.  TURN LEFT, SOUTH,
 FL1688'AND GO 0.4 MILE TO POINT WHERE ROAD TURNS RIGHT, WEST.  AND
 FL1688'GO 1.45 MILES TO TOP OF GRADE AND STATION ON LEFT.
 FL1688'
 FL1688'ALL MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE POSTS.
 FL1688'
 FL1688'STATION MARK PROJECTS 2 INCHES AND IS STAMPED NETT 1951.
 FL1688'
 FL1688'REFERENCE MARK NO. 1 PROJECTS 1 INCH AND IS STAMPED NETT NO
 FL1688'1 1951.  IT IS 34 FEET SOUTH OF DIRT ROAD AND SET IN FENCE
 FL1688'LINE.
 FL1688'
 FL1688'REFERENCE MARK NO. 2 PROJECTS 1 INCH AND IS STAMPED NETT NO
 FL1688'2 1951.  IT IS 33 FEET SOUTH OF DIRT ROAD AND 1 FOOT NORTH
 FL1688'OF FENCE LINE.
 FL1688'
 FL1688'AZIMUTH MARK PROJECTS 2 INCHES AND IS STAMPED NETT 1951.
 FL1688'IT IS 25 FEET NORTH OF A DIRT ROAD, 25 FEET WEST OF WITNESS
 FL1688'POST, AND 1 FOOT SOUTH OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0922 ***********************************************************************
 DO0922  DESIGNATION -  NETT ET
 DO0922  PID         -  DO0922
 DO0922  STATE/COUNTY-  TX/KNOX
 DO0922  USGS QUAD   -  HEFNER (1967)
 DO0922
 DO0922                         *CURRENT SURVEY CONTROL
 DO0922  ___________________________________________________________________
 DO0922* NAD 83(1993)-  33 37 21.32634(N)    099 37 04.91563(W)     ADJUSTED  
 DO0922* NAVD 88     -       460.2    (meters)    1510.     (feet)  VERTCON   
 DO0922  ___________________________________________________________________
 DO0922  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DO0922  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DO0922
 DO0922  HORZ ORDER  -  SECOND
 DO0922
 DO0922.The horizontal coordinates were established by classical geodetic methods
 DO0922.and adjusted by the National Geodetic Survey in February 1996..
 DO0922
 DO0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0922
 DO0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0922
 DO0922.The geoid height was determined by GEOID03.
 DO0922
 DO0922;                    North         East     Units Scale Factor Converg.
 DO0922;SPC TXNC     - 2,217,448.684   496,266.325   MT  0.99992215   -0 36 35.2
 DO0922;SPC TXNC     - 7,275,079.56  1,628,167.10   sFT  0.99992215   -0 36 35.2
 DO0922;UTM  14      - 3,720,482.062   442,674.471   MT  0.99964051   -0 20 32.0
 DO0922
 DO0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0922!SPC TXNC     -   0.99993220  x   0.99992215  =   0.99985435
 DO0922!UTM  14      -   0.99993220  x   0.99964051  =   0.99957273
 DO0922
 DO0922|---------------------------------------------------------------------|
 DO0922| PID    Reference Object                     Distance      Geod. Az  |
 DO0922|                                                           dddmmss.s |
 DO0922| CX7809 NETT ET RM 2                         14.076 METERS 07900     |
 DO0922| DO0923 BURNETT                             APPROX. 4.9 KM 2530306.1 |
 DO0922| CX7808 NETT ET RM 1                         11.225 METERS 31348     |
 DO0922|---------------------------------------------------------------------|
 DO0922
 DO0922                          SUPERSEDED SURVEY CONTROL
 DO0922
 DO0922  NAD 83(1993)-  33 37 21.32803(N)    099 37 04.91616(W) AD(       ) 2
 DO0922  NAD 83(1986)-  33 37 21.33341(N)    099 37 04.90710(W) AD(       ) 2
 DO0922  NAD 27      -  33 37 21.00342(N)    099 37 03.59910(W) AD(       ) 2
 DO0922  NGVD 29 (07/19/86)  460.1    (m)         1510.     (f) VERT ANG       
 DO0922
 DO0922.Superseded values are not recommended for survey control.
 DO0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0922.See file dsdata.txt to determine how the superseded data were derived.
 DO0922
 DO0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4267420482(NAD 83)
 DO0922_MARKER: DD = SURVEY DISK
 DO0922_SETTING: 0 = UNSPECIFIED SETTING
 DO0922
 DO0922  HISTORY     - Date     Condition        Report By
 DO0922  HISTORY     - 1966     MONUMENTED       USGS
 DO0922
 DO0922                          STATION DESCRIPTION
 DO0922
 DO0922'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DO0922'LOCATED NORTH 74 DEG EAST ABOUT 11 MILES (AIRLINE) FROM BENJAMIN,
 DO0922'TEXAS.  SOUTH 78 DEG WEST ABOUT 3 MILES (AIRLINE) FROM VERA,
 DO0922'TEXAS.  ON A HILL 0.3 MILES NW OF HWY. 82.  6 FEET NORTH OF
 DO0922'FENCE.  30 FEET WNW OF ANGLE POINT IN FENCE LINE.  3.3 FEET ESE OF
 DO0922'A USGS WITNESS SIGN MOUNTED ON A METAL POST.  ON THE BURNETT
 DO0922'RANCH WHICH IS OWNED BY MR. BRUCE BURNETT WHO LIVES IN MUNDAY,
 DO0922'TEXAS.  THE SITE CAN BE LOCATED ON THE WICHITA FALLS (NI 14-8)
 DO0922'1--250,000-SERIES MAP.
 DO0922'
 DO0922'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0922'
 DO0922'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0922'ROD DRIVEN TO A DEPTH OF 15 FEET AND CENTERED IN A 6 INCH TILE,
 DO0922'12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH THE GROUND.
 DO0922'STAMPED NETT ET 1966.
 DO0922'
 DO0922'REFERENCE MARK NO. 1 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DO0922'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET AND CENTERED IN
 DO0922'A 6 INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH
 DO0922'GROUND.  LOCATED 36.83 FEET (11.225 METERS) NW OF THE STATION
 DO0922'MARK AND STAMPED NETT ET NO. 1 1966.
 DO0922'
 DO0922'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DO0922'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET AND CENTERED IN
 DO0922'A 6 INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH
 DO0922'THE GROUND.  LOCATED 46.18 FEET (14.076 METERS) ENE OF THE STATION
 DO0922'MARK AND STAMPED NETT ET NO. 2 1966.
 DO0922'
 DO0922'AZIMUTH MARK--USGS STATION BURNETT IS VISIBLE FROM THE GROUND
 DO0922'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2331 ***********************************************************************
 AN2331  DESIGNATION -  NETTLE
 AN2331  PID         -  AN2331
 AN2331  STATE/COUNTY-  TX/REFUGIO
 AN2331  USGS QUAD   -  TIVOLI SE (1952)
 AN2331
 AN2331                         *CURRENT SURVEY CONTROL
 AN2331  ___________________________________________________________________
 AN2331* NAD 83(1993)-  28 19 12.03316(N)    096 47 25.31792(W)     ADJUSTED  
 AN2331* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AN2331  ___________________________________________________________________
 AN2331  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AN2331  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN2331
 AN2331  HORZ ORDER  -  SECOND
 AN2331
 AN2331.The horizontal coordinates were established by classical geodetic methods
 AN2331.and adjusted by the National Geodetic Survey in February 1996..
 AN2331
 AN2331.The orthometric height was scaled from a topographic map.
 AN2331
 AN2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2331
 AN2331.The geoid height was determined by GEOID03.
 AN2331
 AN2331;                    North         East     Units Scale Factor Converg.
 AN2331;SPC TXSC     - 4,055,986.516   816,689.437   MT  1.00001878   +1 04 57.1
 AN2331;SPC TXSC     -13,307,015.76  2,679,421.93   sFT  1.00001878   +1 04 57.1
 AN2331;UTM  14      - 3,134,634.645   716,641.324   MT  1.00017928   +1 02 55.1
 AN2331
 AN2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2331!SPC TXSC     -   1.00000331  x   1.00001878  =   1.00002209
 AN2331!UTM  14      -   1.00000331  x   1.00017928  =   1.00018259
 AN2331
 AN2331:                Primary Azimuth Mark                     Grid Az
 AN2331:SPC TXSC     -  NETTLE RM 1                              040 30 57.5
 AN2331:UTM  14      -  NETTLE RM 1                              040 32 59.5
 AN2331
 AN2331|---------------------------------------------------------------------|
 AN2331| PID    Reference Object                     Distance      Geod. Az  |
 AN2331|                                                           dddmmss.s |
 AN2331| CV6609 NETTLE RM 1                                        0413554.6 |
 AN2331| CV6610 NETTLE RM 2                          45.800 METERS 12734     |
 AN2331| AN2332 MCDOWELL                            APPROX. 4.4 KM 3575130.6 |
 AN2331|---------------------------------------------------------------------|
 AN2331
 AN2331                          SUPERSEDED SURVEY CONTROL
 AN2331
 AN2331  NAD 83(1986)-  28 19 12.04231(N)    096 47 25.30057(W) AD(       ) 2
 AN2331  NAD 27      -  28 19 11.01900(N)    096 47 24.35400(W) AD(       ) 2
 AN2331
 AN2331.Superseded values are not recommended for survey control.
 AN2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2331.See file dsdata.txt to determine how the superseded data were derived.
 AN2331
 AN2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1664134635(NAD 83)
 AN2331_MARKER: DS = TRIANGULATION STATION DISK
 AN2331_SETTING: 0 = UNSPECIFIED SETTING
 AN2331
 AN2331  HISTORY     - Date     Condition        Report By
 AN2331  HISTORY     - 1934     MONUMENTED       CGS
 AN2331  HISTORY     - 1942     GOOD             USE
 AN2331  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AN2331  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2331  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN2331
 AN2331                          STATION DESCRIPTION
 AN2331
 AN2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2331'STATION IS LOCATED ABOUT 7-1/2 MILES SW OF SEADRIFT, ABOUT
 AN2331'6 MILES SSE OF AUSTWELL, ON WEBB POINT.  IT IS ON A HIGH
 AN2331'SAND RIDGE WHICH IS LOCATED IN A CLEARING OF ABOUT 5 ACRES
 AN2331'AND IS ENCLOSED BY A GROWTH OF SCRUB OAKS ON THREE SIDES.
 AN2331'IT IS 25 METERS W OF THE W SHORE OF SAN ANTONIO BAY AND 100
 AN2331'METERS NNW OF THE EXTREME POINT.
 AN2331'
 AN2331'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2331'SET IN CONCRETE.
 AN2331'
 AN2331'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AN2331
 AN2331                          STATION RECOVERY (1942)
 AN2331
 AN2331'RECOVERY NOTE BY US ENGINEERS 1942
 AN2331'STATION IS ABOUT 6.6 MILES SSE OF MAIN STREET, AUSTWELL,
 AN2331'ON ROAD TO C.C.C. CAMP ON GAME REFUGE, AND 200 FEET NNE OF
 AN2331'A Y FORMED BY CURVE OF ROAD AND A TRAIL LEADING SE TO THE
 AN2331'BAY SHORE.
 AN2331'
 AN2331'REFERENCE MARK 1 IS NEAR W SIDE OF ROAD AND SSW OF STATION.
 AN2331'
 AN2331'REFERENCE MARK 2 IS NEAR A CLUMP OF SCRUB OAKS ON E SIDE
 AN2331'OF ROAD AND NW OF STATION.
 AN2331'
 AN2331'APPARENTLY THERE IS A MIX-UP IN TURNED ANGLES AT STATION
 AN2331'NETTLE WITH ZERO ON STATION MC DOWELL.  IF LISTED ANGLES
 AN2331'WERE USED REFERENCE MARK 1 WOULD BE NE OF STATION AND REFERENCE
 AN2331'MARK 2 WOULD BE SE, WHILE THEY ARE ACTUALLY SW AND NW OF
 AN2331'STATION.  OTHERWISE DESCRIPTION IS GOOD.
 AN2331
 AN2331                          STATION RECOVERY (1965)
 AN2331
 AN2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RMM)
 AN2331'STATION HAS APPARENTLY BEEN MOVED A CONSIDERABLE DISTANCE
 AN2331'(APPROX. 13.5 ENE).  IT IS NO LONGER ON BLUFF, BUT IN FLAT
 AN2331'NEAR EDGE OF BAY.
 AN2331
 AN2331                          STATION RECOVERY (1969)
 AN2331
 AN2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2331'THE STATION SURFACE MONUMENT WAS FOUND LYING ON THE BEACH
 AN2331'AT THE HIGH WATER LINE.  REFERENCE MARKS 1 AND 2 WERE SEARCHED
 AN2331'FOR BUT NOT FOUND.  THE DESCRIPTIONS AND RECOVERY NOTES
 AN2331'ARE INADEQUATE FOR SUBSURFACE MARK RECOVERY.
 AN2331'
 AN2331'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AN2331'SOUTH-SOUTHEAST OF AUSTWELL
 AN2331
 AN2331                          STATION RECOVERY (1999)
 AN2331
 AN2331'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2611 ***********************************************************************
 BY2611  DESIGNATION -  NEUVILLE
 BY2611  PID         -  BY2611
 BY2611  STATE/COUNTY-  TX/SHELBY
 BY2611  USGS QUAD   -  HURSTOWN (1984)
 BY2611
 BY2611                         *CURRENT SURVEY CONTROL
 BY2611  ___________________________________________________________________
 BY2611* NAD 83(1993)-  31 41 12.18678(N)    094 05 08.40569(W)     ADJUSTED  
 BY2611* NAVD 88     -       171.3    (meters)     562.     (feet)  VERTCON   
 BY2611  ___________________________________________________________________
 BY2611  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 BY2611  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY2611
 BY2611  HORZ ORDER  -  FIRST
 BY2611
 BY2611.The horizontal coordinates were established by classical geodetic methods
 BY2611.and adjusted by the National Geodetic Survey in February 1996..
 BY2611
 BY2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2611
 BY2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2611
 BY2611.The geoid height was determined by GEOID03.
 BY2611
 BY2611;                    North         East     Units Scale Factor Converg.
 BY2611;SPC TX C     - 3,240,568.855 1,292,020.860   MT  0.99995310   +3 13 04.5
 BY2611;SPC TX C     -10,631,766.32  4,238,905.10   sFT  0.99995310   +3 13 04.5
 BY2611;UTM  15      - 3,506,223.778   397,102.908   MT  0.99973058   -0 34 13.2
 BY2611
 BY2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2611!SPC TX C     -   0.99997727  x   0.99995310  =   0.99993037
 BY2611!UTM  15      -   0.99997727  x   0.99973058  =   0.99970785
 BY2611
 BY2611|---------------------------------------------------------------------|
 BY2611| PID    Reference Object                     Distance      Geod. Az  |
 BY2611|                                                           dddmmss.s |
 BY2611| CV8928 NEUVILLE RM 1                        35.454 METERS 07148     |
 BY2611| CV8929 NEUVILLE RM 2                        36.972 METERS 16832     |
 BY2611| BY2614 MOLLY                               APPROX.13.4 KM 1752010.7 |
 BY2611| BY2619 HOLT                                               25441     |
 BY2611| CV7888 LOGANSPORT OIL DERRICK                             32551     |
 BY2611| BX3058 NEAR LOGANSPORT OIL DERRICK                        32551     |
 BY2611|---------------------------------------------------------------------|
 BY2611
 BY2611                          SUPERSEDED SURVEY CONTROL
 BY2611
 BY2611  NAD 83(1986)-  31 41 12.19581(N)    094 05 08.39953(W) AD(       ) 1
 BY2611  NAD 27      -  31 41 11.56300(N)    094 05 07.69400(W) AD(       ) 1
 BY2611  NGVD 29 (07/19/86)  171.3    (m)          562.     (f) VERT ANG       
 BY2611
 BY2611.Superseded values are not recommended for survey control.
 BY2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2611.See file dsdata.txt to determine how the superseded data were derived.
 BY2611
 BY2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR9710306224(NAD 83)
 BY2611_MARKER: DS = TRIANGULATION STATION DISK
 BY2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2611
 BY2611  HISTORY     - Date     Condition        Report By
 BY2611  HISTORY     - 1919     MONUMENTED       CGS
 BY2611  HISTORY     - 1930     GOOD             CGS
 BY2611  HISTORY     - 1934     GOOD             CGS
 BY2611  HISTORY     - 1949     GOOD             CGS
 BY2611  HISTORY     - 1961     GOOD             CGS
 BY2611
 BY2611                          STATION DESCRIPTION
 BY2611
 BY2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2611'ABOUT 8 MILES BY ROAD S OF SHELBYVILLE, 1-1/4 MILES W OF THE
 BY2611'SHELBYVILLE-SAN AUGUSTINE ROAD, IN AN OLD ABANDONED FIELD, ON
 BY2611'TOP OF A FLAT HILL KNOWN LOCALLY AS BIG HILL.
 BY2611'
 BY2611'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY2611'DISKS SET IN CONCRETE.
 BY2611'
 BY2611'REFERENCE MARK (1919) IS 36.94 METERS (121.2 FEET) FROM STATION
 BY2611'S 11 DEG 28 MIN W.
 BY2611'
 BY2611'FROM STATION TO STEEL WATER TANK AT CENTER IS S 34 DEG 09 MIN E.
 BY2611'
 BY2611'ELEVATION OF SURFACE MARK IN 1919 WAS 171.27 METERS (561.9
 BY2611'FEET).
 BY2611
 BY2611                          STATION RECOVERY (1930)
 BY2611
 BY2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 BY2611'IN 1930 THE STATION AND REFERENCE MARKS WERE RECOVERED.  THE
 BY2611'DISK OF THE SURFACE MARK HAD BEEN BROKEN OFF, BUT STEM REMAINED.
 BY2611'THE DISK OF THE REFERENCE MARK HAD BEEN BATTERED.  A NEW
 BY2611'REFERENCE MARK WAS SET IN 1931, SIMILAR TO THE OLD REFERENCE
 BY2611'MARK, AND 35.46 METERS (116.3 FEET) FROM STATION
 BY2611'S 71 DEG 47 MIN W.
 BY2611'
 BY2611'IN 1930 STATION WAS REACHED BY HIGHWAY 8 (CENTER TO SAN
 BY2611'AUGUSTINE) AND PROCEEDING TO A POINT 7.1 MILES S OF SHELBYVILLE,
 BY2611'HALFWAY UP A LONG HILL.  A TRIANGLE WAS BLAZED ON A PINE TREE
 BY2611'TO RIGHT (OR N) OF HIGHWAY.  A SMALL WHITE HOUSE IS NEAR THE
 BY2611'FOOT OF THE HILL AND ON THE LEFT (OR S) OF HIGHWAY.  FROM
 BY2611'THIS POINT AN OLD ROAD RUNS N THROUGH THE WOODS.  FOLLOW THIS
 BY2611'ROAD 0.4 MILE, TO POINT WHERE ROADS RUN IN ALL DIRECTIONS.
 BY2611'FOLLOW THE ROAD TO N ALONG TOP OF RIDGE FOR ABOUT 1 MILE TO
 BY2611'A CLEARING.  STATION IS IN THIS CLEARING, ABOUT 25 FEET S OF
 BY2611'ROAD, 30 FEET W OF PINE TREE WITH 4 BLAZES IN IT STANDING
 BY2611'ABOUT 8 FEET S OF ROAD.  ROTTEN LUMBER OF OLD SIGN LAY AT E
 BY2611'OF STATION.
 BY2611'
 BY2611'ELEVATION OF STATION 171.3 METERS (562 FEET).
 BY2611
 BY2611                          STATION RECOVERY (1934)
 BY2611
 BY2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WSD)
 BY2611'STATION WAS FOUND AS DESCRIBED AND APPEARS TO BE IN EXCELLENT
 BY2611'CONDITION.
 BY2611
 BY2611                          STATION RECOVERY (1949)
 BY2611
 BY2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2611'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 BY2611'FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 BY2611'THE COMPLETE DESCRIPTION FOLLOWS--
 BY2611'
 BY2611'STATION IS LOCATED ABOUT 11.5 MILES NORTH-NORTHEAST OF SAN
 BY2611'AUGUSTINE ON TOP OF A FLAT HILL KNOWN LOCALLY AS BIG HILL.
 BY2611'IT IS IN A CLEARING IN THE TIMBER, 9 FEET WEST OF THE NORTH-SOUTH
 BY2611'WOODS ROAD AND 46 FEET SOUTH OF A Y-INTERSECTION FORMED BY THE
 BY2611'WOODS ROAD AND A TRACK ROAD RUNNING NORTHWEST.  IT IS STAMPED
 BY2611'NEUVILLE 1919 1930 AND IS FLUSH WITH THE GROUND.
 BY2611'
 BY2611'REFERENCE MARK NO. 1 IS STAMPED NEUVILLE 1919-30 NO. 1 AND
 BY2611'PROJECTS 3 INCHES.
 BY2611'
 BY2611'REFERENCE MARK NO. 2 IS 17.5 FEET WEST OF THE CENTER OF THE
 BY2611'WOODS ROAD.  IT IS STAMPED NEUVILLE 1919 AND PROJECTS 3 INCHES.
 BY2611'
 BY2611'AZIMUTH MARK IS NEAR THE SOUTHEAST CORNER OF A PASTURE AT THE
 BY2611'WEST EDGE OF A FARM YARD, 12 FEET WEST OF THE FENCE CORNER, 1
 BY2611'FOOT NORTH OF THE FENCE LINE AND WITNESS POST AND 33 FEET NORTH
 BY2611'OF THE CENTER OF AN EAST-WEST DIRT ROAD.  IT IS STAMPED NEUVILLE
 BY2611'1949 AND PROJECTS 5 INCHES.
 BY2611'
 BY2611'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND U.S.
 BY2611'HIGHWAY 96 AT THE EAST EDGE OF SAN AUGUSTINE, GO NORTH ON
 BY2611'U.S. 96 FOR 9.7 MILES TO A CROSSROAD AT THE EVANS SERVICE
 BY2611'STATION AND GROCERY STORE, TURN LEFT AND GO WEST AND NORTHWEST
 BY2611'FOR 1.4 MILES TO A CURVE IN THE ROAD AND A 1-STORY FRAME HOUSE
 BY2611'ON THE LEFT (HOME OF C.W. ASKEW), CONTINUE FOR 0.05 MILE TO A
 BY2611'TRACK ROAD RIGHT.  TURN SHARP RIGHT, NORTHEAST, ON TRACK
 BY2611'ROAD CROSSING CREEK BED AND FOLLOW WOODS ROAD FOR 0.6 MILE TO
 BY2611'A FORK, TAKE RIGHT FORK FOR 0.2 MILE TO ANOTHER FORK AND A
 BY2611'BLAZED PINE TREE IN THE INTERSECTION, TAKE LEFT FORK ON MAIN
 BY2611'ROAD FOR 0.55 MILE TO A CLEARING IN THE TIMBER AND THE
 BY2611'STATION TO THE LEFT OF THE ROAD, NEAR THE NORTH EDGE OF THE
 BY2611'CLEARING.
 BY2611'
 BY2611'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD AT THE EVANS STORE,
 BY2611'GO NORTH ON U.S. HIGHWAY 96 FOR 1.0 MILE TO A SIDE ROAD RIGHT,
 BY2611'TURN RIGHT ON DIRT ROAD AND GO EASTERLY FOR 0.25 MILE TO THE
 BY2611'MARK ON THE LEFT.
 BY2611'
 BY2611'A 100 FOOT SIGNAL AT MOLLY 1931 IS VISIBLE AT 80 FEET.
 BY2611'
 BY2611'A 74 FOOT SIGNAL AT SABINE IS VISIBLE AT 90 FEET.
 BY2611'
 BY2611'A 100 FOOT SIGNAL AT BROWNING IS VISIBLE AT 80 FEET.
 BY2611'
 BY2611'A 100 FOOT SIGNAL AT HOLT 1919 IS VISIBLE AT 70 FEET.
 BY2611
 BY2611                          STATION RECOVERY (1961)
 BY2611
 BY2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LDT)
 BY2611'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 BY2611'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1118 ***********************************************************************
 DN1118  DESIGNATION -  NEVADA
 DN1118  PID         -  DN1118
 DN1118  STATE/COUNTY-  TX/COLLIN
 DN1118  USGS QUAD   -  JOSEPHINE (1963)
 DN1118
 DN1118                         *CURRENT SURVEY CONTROL
 DN1118  ___________________________________________________________________
 DN1118* NAD 83(1993)-  33 02 27.34496(N)    096 22 25.29177(W)     ADJUSTED  
 DN1118* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 DN1118  ___________________________________________________________________
 DN1118  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DN1118  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DN1118
 DN1118  HORZ ORDER  -  SECOND
 DN1118
 DN1118.The horizontal coordinates were established by classical geodetic methods
 DN1118.and adjusted by the National Geodetic Survey in February 1996..
 DN1118
 DN1118.The orthometric height was scaled from a topographic map.
 DN1118
 DN1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1118
 DN1118.The geoid height was determined by GEOID03.
 DN1118
 DN1118;                    North         East     Units Scale Factor Converg.
 DN1118;SPC TXNC     - 2,154,401.275   798,579.650   MT  0.99987264   +1 09 34.8
 DN1118;SPC TXNC     - 7,068,231.52  2,620,006.74   sFT  0.99987264   +1 09 34.8
 DN1118;UTM  14      - 3,658,890.505   745,260.487   MT  1.00034174   +1 25 57.6
 DN1118
 DN1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1118!SPC TXNC     -   0.99997354  x   0.99987264  =   0.99984618
 DN1118!UTM  14      -   0.99997354  x   1.00034174  =   1.00031527
 DN1118
 DN1118:                Primary Azimuth Mark                     Grid Az
 DN1118:SPC TXNC     -  NEVADA AZ MK                             064 28 48.7
 DN1118:UTM  14      -  NEVADA AZ MK                             064 12 25.9
 DN1118
 DN1118|---------------------------------------------------------------------|
 DN1118| PID    Reference Object                     Distance      Geod. Az  |
 DN1118|                                                           dddmmss.s |
 DN1118| CY2652 NEVADA AZ MK                                       0653823.5 |
 DN1118| DN1117 HENDRICKS                           APPROX.11.4 KM 0890055.8 |
 DN1118| CS2600 ROYSE CITY MUNICIPAL TANK           APPROX. 8.3 KM 1504149.5 |
 DN1118| CY2653 NEVADA RM 1                          25.088 METERS 25453     |
 DN1118| CY2654 NEVADA RM 2                          23.857 METERS 34436     |
 DN1118|---------------------------------------------------------------------|
 DN1118
 DN1118                          SUPERSEDED SURVEY CONTROL
 DN1118
 DN1118  NAD 83(1993)-  33 02 27.34939(N)    096 22 25.28498(W) AD(       ) 2
 DN1118  NAD 83(1986)-  33 02 27.35188(N)    096 22 25.27815(W) AD(       ) 2
 DN1118  NAD 27      -  33 02 26.92500(N)    096 22 24.33800(W) AD(       ) 2
 DN1118
 DN1118.Superseded values are not recommended for survey control.
 DN1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1118.See file dsdata.txt to determine how the superseded data were derived.
 DN1118
 DN1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4526058891(NAD 83)
 DN1118_MARKER: DS = TRIANGULATION STATION DISK
 DN1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1118
 DN1118  HISTORY     - Date     Condition        Report By
 DN1118  HISTORY     - 1950     MONUMENTED       CGS
 DN1118  HISTORY     - 1955     MARK NOT FOUND   TXHD
 DN1118  HISTORY     - 1957     MARK NOT FOUND   CGS
 DN1118  HISTORY     - 1960     GOOD             CGS
 DN1118  HISTORY     - 1961     GOOD             CGS
 DN1118  HISTORY     - 1961     GOOD             USGS
 DN1118  HISTORY     - 19940711 POOR             USPSQD
 DN1118
 DN1118                          STATION DESCRIPTION
 DN1118
 DN1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DN1118'STATION IS LOCATED IN THE VILLAGE OF NEVADA, ABOUT 150 YARDS
 DN1118'SOUTH OF THE DISTRICT SCHOOL BUILDING, THE LARGEST BUILDING
 DN1118'IN THE CITY.  (NEVADA IS ABOUT 5 MILES NORTH-NORTHWEST OF ROYSE
 DN1118'CITY AND 8 MILES WEST-SOUTHWEST OF CADDO MILLS, AND ON FARM
 DN1118'ROAD NO. 6) IT IS IN THE SOUTHWEST CORNER OF THE SCHOOL GROUNDS,
 DN1118'23 FEET EAST OF THE EAST EDGE OF THE SIDEWALK AND 56 FEET
 DN1118'EAST OF THE APPROXIMATE CENTER LINE OF THE NORTH-SOUTH STREET.
 DN1118'THE MARK IS ABOUT 2 INCHES BELOW THE GROUND AND THE DISC IS
 DN1118'STAMPED, NEVADA 1950.
 DN1118'
 DN1118'REFERENCE MARK NO. 1 IS ACROSS THE STREET FROM THE STATION,
 DN1118'30 FEET WEST OF THE CENTERLINE OF THE STREET, 3 FEET
 DN1118'NORTH-NORTHWEST OF A MAN-HOLE COVER AND IS SET IN A DRILL
 DN1118'HOLE IN THE CONCRETE SIDEWALK.  THE DISC IS FLUSH WITH THE
 DN1118'SURFACE AND IS STAMPED, NEVADA NO 1 1950.
 DN1118'
 DN1118'REFERENCE MARK NO. 2 IS IN THE SIDEWALK ALONG THE WEST SIDE
 DN1118'OF THE SCHOOLYARD, 30 FEET EAST OF THE CENTERLINE OF THE
 DN1118'STREET AND 27 FEET SOUTH OF A FLOODLIGHT POLE.  THE MARK
 DN1118'IS SET IN A DRILL HOLE WITH THE SURFACE OF THE MARK FLUSH
 DN1118'AND THE DISC IS STAMPED NEVADA NO 2 1950.
 DN1118'
 DN1118'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF FARM ROAD NO. 6, 32-1/2
 DN1118'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, 30 FEET
 DN1118'SOUTHWEST OF THE SOUTH END OF A CULVERT AND 43 FEET EAST OF
 DN1118'A FENCE CORNER.
 DN1118'
 DN1118'THE AZIMUTH MARK MAY BE REACHED FROM THE STATION BY GOING
 DN1118'NORTH FOR 0.1 MILE TO FARM ROAD NO. 6, THENCE EAST ON FARM
 DN1118'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 DN1118'
 DN1118'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 DN1118'
 DN1118'ALL STATIONS WERE VISIBLE AT 50 FEET.
 DN1118'
 DN1118'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DN1118
 DN1118                          STATION RECOVERY (1955)
 DN1118
 DN1118'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1118'COULD NOT FIND STATION IT IS BURIED UNDER 3 FT TO 4 FT GIN
 DN1118'TRASH ASHES.  R.M. WAS NOT STAMPED WITH NUMBER.  IT WAS EAST
 DN1118'OF STATION NEVADA.
 DN1118
 DN1118                          STATION RECOVERY (1957)
 DN1118
 DN1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1118'COULD NOT LOCATE STATION.  R.M. NO. 1 AND R.M. NO. 2 WERE
 DN1118'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1118'PROCEEDING TO STATION SITE ARE CORRECT.
 DN1118
 DN1118                          STATION RECOVERY (1960)
 DN1118
 DN1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1118'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 DN1118'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DN1118'STATION SITE ARE CORRECT.
 DN1118
 DN1118                          STATION RECOVERY (1961)
 DN1118
 DN1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ABD)
 DN1118'OLD DESCRIPTION IS ADEQUATE.
 DN1118'
 DN1118'BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 DN1118'
 DN1118'THE AZIMUTH MARK WAS NOT FOUND AND APPEARS TO BE BURIED
 DN1118'BENEATH SOME COTTONSEED WASTE--RIGHT IN LINE WITH A CINDER
 DN1118'BLOCK INCINERATOR.
 DN1118
 DN1118                          STATION RECOVERY (1961)
 DN1118
 DN1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DN1118'STATION AND R.M.S HAVE BEEN RECOVERED.  THE AZ. MK. IS PROBABLY
 DN1118'BURIED OR TORN OUT.  A COTTON GIN INCINERATOR HAS BEEN BUILT
 DN1118'IN LINE WITH THE STATION.
 DN1118
 DN1118                          STATION RECOVERY (1994)
 DN1118
 DN1118'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1118'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0875 ***********************************************************************
 BP0875  DESIGNATION -  NEVES
 BP0875  PID         -  BP0875
 BP0875  STATE/COUNTY-  TX/PECOS
 BP0875  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0875
 BP0875                         *CURRENT SURVEY CONTROL
 BP0875  ___________________________________________________________________
 BP0875* NAD 83(1993)-  30 56 17.99368(N)    102 47 34.39488(W)     ADJUSTED  
 BP0875* NAVD 88     -       975.     (meters)    3199.     (feet)  SCALED    
 BP0875  ___________________________________________________________________
 BP0875  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BP0875  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0875
 BP0875  HORZ ORDER  -  SECOND
 BP0875
 BP0875.The horizontal coordinates were established by classical geodetic methods
 BP0875.and adjusted by the National Geodetic Survey in February 1996..
 BP0875
 BP0875.The orthometric height was scaled from a topographic map.
 BP0875
 BP0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0875
 BP0875.The geoid height was determined by GEOID03.
 BP0875
 BP0875;                    North         East     Units Scale Factor Converg.
 BP0875;SPC TX C     - 3,143,568.356   464,997.872   MT  0.99988235   -1 16 00.5
 BP0875;SPC TX C     -10,313,523.85  1,525,580.52   sFT  0.99988235   -1 16 00.5
 BP0875;UTM  13      - 3,424,856.227   710,864.578   MT  1.00014851   +1 08 06.5
 BP0875
 BP0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0875!SPC TX C     -   0.99985056  x   0.99988235  =   0.99973293
 BP0875!UTM  13      -   0.99985056  x   1.00014851  =   0.99999905
 BP0875
 BP0875|---------------------------------------------------------------------|
 BP0875| PID    Reference Object                     Distance      Geod. Az  |
 BP0875|                                                           dddmmss.s |
 BP0875| CH9148 NEVES RM 1                            6.163 METERS 05635     |
 BP0875| BP0872 SEVEN MILE                          APPROX. 2.8 KM 1140804.2 |
 BP0875| CH9149 NEVES RM 2                           10.594 METERS 15534     |
 BP0875| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX.10.2 KM 2381457.9 |
 BP0875|---------------------------------------------------------------------|
 BP0875
 BP0875                          SUPERSEDED SURVEY CONTROL
 BP0875
 BP0875  NAD 83(1986)-  30 56 17.99592(N)    102 47 34.38837(W) AD(       ) 2
 BP0875  NAD 27      -  30 56 17.44600(N)    102 47 32.83800(W) AD(       ) 2
 BP0875
 BP0875.Superseded values are not recommended for survey control.
 BP0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0875.See file dsdata.txt to determine how the superseded data were derived.
 BP0875
 BP0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ1086524856(NAD 83)
 BP0875_MARKER: DS = TRIANGULATION STATION DISK
 BP0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0875
 BP0875  HISTORY     - Date     Condition        Report By
 BP0875  HISTORY     - 1943     MONUMENTED       CGS
 BP0875
 BP0875                          STATION DESCRIPTION
 BP0875
 BP0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0875'STATION IS LOCATED ABOUT 5-1/2 MILES EAST AND 3-1/2 MILES NORTH
 BP0875'OF FT. STOCKTON, ON EXTREME NORTHWEST END OF SEVEN MILE MESA.
 BP0875'ON THE SAME MESA AND ABOUT 2.0 MILES NORTHWEST OF STATION
 BP0875'SEVEN MILE.
 BP0875'
 BP0875'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 285 IN FT.
 BP0875'STOCKTON--GO EAST ON U.S. 290 5.0 MILES.  THENCE LEFT AND GO
 BP0875'NORTH ON OILED T ROAD 0.9 MILE TO A T INTERSECTION WHERE SURFACED
 BP0875'ROAD TURNS LEFT.  TURN RIGHT, EAST, ON GRADED DIRT ROAD FOR 1.85
 BP0875'MILES.  THENCE LEFT FORK AND KEEP MAIN ROAD NORTHEASTERLY
 BP0875'2.25 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE
 BP0875'0.1 MILE.  THENCE SHARP LEFT ON TRACK ROAD 0.3 MILE.  THENCE
 BP0875'LEFT FORK 0.2 MILE.  THENCE MIDDLE FORK FOR 0.45 MILE.  THENCE
 BP0875'RIGHT FORK FOR 0.25 MILE TO CROSSROADS ON THE WEST BANK OF A
 BP0875'DRY WASH.  TURN LEFT ON TRACK ROAD SOUTHWESTERLY FOR 0.65
 BP0875'MILE TO WIRE FENCE.  TURN RIGHT ALONG EAST SIDE OF FENCE FOR
 BP0875'ABOUT 0.05 MILE TO A WIRE GATE.  PASS THROUGH WIRE GATE
 BP0875'AND FOR 0.5 MILE TOWARD NORTHWEST END OF MESA TO END OF
 BP0875'TRUCK TRAVEL AT WINDMILL AND BASE OF MESA.  PACK SOUTHERLY
 BP0875'TO POINT OF MESA AND STATION.
 BP0875'
 BP0875'STATION IS ABOUT 100 FEET SOUTHEAST OF EXTREME NORTHWEST END
 BP0875'OF MESA.
 BP0875'
 BP0875'A STANDARD TRIANGULATION DISK IN BEDROCK FLUSH WITH THE GROUND.
 BP0875'STAMPED NEVES 1943.  REFERENCE MARK NO. 1 IS EAST OF THE STATION.
 BP0875'A STANDARD REFERENCE DISK SET IN BEDROCK FLUSH WITH GROUND.
 BP0875'STAMPED NEVES NO 1 1943.
 BP0875'
 BP0875'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  A STANDARD
 BP0875'REFERENCE DISK SET IN BEDROCK FLUSH WITH THE GROUND.  STAMPED
 BP0875'NEVES NO 2 1943.
 BP0875'
 BP0875'STATION SEVEN MILE ABOUT 2.0 MILES SOUTHEAST SERVES AS AN AZIMUTH.
 BP0875'
 BP0875'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0917 ***********************************************************************
 BP0917  DESIGNATION -  NEVILL
 BP0917  PID         -  BP0917
 BP0917  STATE/COUNTY-  TX/BREWSTER
 BP0917  USGS QUAD   -  ELEPHANT MOUNTAIN (1983)
 BP0917
 BP0917                         *CURRENT SURVEY CONTROL
 BP0917  ___________________________________________________________________
 BP0917* NAD 83(1993)-  30 04 16.77353(N)    103 32 59.26810(W)     ADJUSTED  
 BP0917* NAVD 88     -      1533.     (meters)    5030.     (feet)  SCALED    
 BP0917  ___________________________________________________________________
 BP0917  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BP0917  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 BP0917
 BP0917  HORZ ORDER  -  SECOND
 BP0917
 BP0917.The horizontal coordinates were established by classical geodetic methods
 BP0917.and adjusted by the National Geodetic Survey in February 1996..
 BP0917
 BP0917.The orthometric height was scaled from a topographic map.
 BP0917
 BP0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0917
 BP0917.The geoid height was determined by GEOID03.
 BP0917
 BP0917;                    North         East     Units Scale Factor Converg.
 BP0917;SPC TXSC     - 4,256,566.750   161,455.801   MT  0.99994563   -2 13 44.4
 BP0917;SPC TXSC     -13,965,086.08    529,709.57   sFT  0.99994563   -2 13 44.4
 BP0917;UTM  13      - 3,327,575.380   639,776.108   MT  0.99984104   +0 43 36.4
 BP0917
 BP0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0917!SPC TXSC     -   0.99976269  x   0.99994563  =   0.99970834
 BP0917!UTM  13      -   0.99976269  x   0.99984104  =   0.99960377
 BP0917
 BP0917|---------------------------------------------------------------------|
 BP0917| PID    Reference Object                     Distance      Geod. Az  |
 BP0917|                                                           dddmmss.s |
 BP0917| CH9151 NEVILL RM 1                           8.852 METERS 15130     |
 BP0917| CH9150 NEVILL AZ MK                                       2300417.7 |
 BP0917| CH9152 NEVILL RM 2                          19.229 METERS 28128     |
 BP0917|---------------------------------------------------------------------|
 BP0917
 BP0917                          SUPERSEDED SURVEY CONTROL
 BP0917
 BP0917  NAD 83(1986)-  30 04 16.76599(N)    103 32 59.26528(W) AD(       ) 2
 BP0917  NAD 27      -  30 04 16.16300(N)    103 32 57.61300(W) AD(       ) 2
 BP0917
 BP0917.Superseded values are not recommended for survey control.
 BP0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0917.See file dsdata.txt to determine how the superseded data were derived.
 BP0917
 BP0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP3977627575(NAD 83)
 BP0917_MARKER: DS = TRIANGULATION STATION DISK
 BP0917_SETTING: 66 = SET IN ROCK OUTCROP
 BP0917_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BP0917
 BP0917  HISTORY     - Date     Condition        Report By
 BP0917  HISTORY     - 1943     MONUMENTED       CGS
 BP0917  HISTORY     - 1958     GOOD             AMS
 BP0917
 BP0917                          STATION DESCRIPTION
 BP0917
 BP0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0917'STATION IS ON THE SW HIGH POINT OF THE MESA HILLS, LYING
 BP0917'ABOUT 2 MILES E OF THE HIGHWAY RUNNING BETWEEN ALPINE AND
 BP0917'TERLINGUA AND ABOUT 1 MILE N OF THE NEVILL RANCH ROAD LEADING
 BP0917'E ALONG THE BASE OF ELEPHANT MOUNTAIN.  IT IS ABOUT 21 MILES
 BP0917'AIR LINE SSE OF ALPINE AND 1.5 MILES ENE OF THE NEVILL RANCH
 BP0917'HEADQUARTERS.
 BP0917'
 BP0917'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN BEDROCK.
 BP0917'STAMPED NEVILL 1943.
 BP0917'
 BP0917'REFERENCE MARK NO. 1, SE, IS A BRONZE DISK SET IN A DRILL
 BP0917'HOLE IN A BOULDER WHICH PROJECTS 7 INCHES.  STAMPED NEVILL
 BP0917'NO. 1 1943.
 BP0917'
 BP0917'REFERENCE MARK NO. 2, NW, IS A BRONZE DISK SET IN A DRILL
 BP0917'HOLE IN OUTCROPPING BEDROCK.  STAMPED NEVILL NO. 2 1943.
 BP0917'
 BP0917'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER
 BP0917'WHICH PROJECTS 8 INCHES.  STAMPED NEVILL 1943.  THE AZIMUTH
 BP0917'IS LOCATED 80 FEET SW OF THE SE CORNER OF THE IRON FENCE
 BP0917'WHICH SURROUNDS THE NEVILL RANCH HOUSE AND 45 FEET W OF A
 BP0917'BLADED ROAD WHICH PASSES TO THE E OF THE RANCH HOUSE.
 BP0917'
 BP0917'TO REACH FROM ALPINE GO S OF THE HIGHWAY TOWARD TERLINGUA
 BP0917'FOR 25.0 MILES TO THE NEVILL RANCH HEADQUARTERS GATE AND
 BP0917'SIGN READING NEVILL RANCH HEADQUARTERS ON THE LEFT OR E SIDE
 BP0917'OF THE HIGHWAY.  TURN LEFT THROUGH THE GATE AND FOLLOW THE
 BP0917'BLADED ROAD 0.9 MILE TO THE RANCH HEADQUARTERS, CONTINUE SE
 BP0917'AND E ON BLADED ROAD FOR 1.3 MILES TO A LOW CONCRETE TANK
 BP0917'TO THE RIGHT OR S OF THE ROAD, TURN LEFT ON DIM TRACK ROAD FOR
 BP0917'0.2 MILE TO A WIRE GATE, PASS THROUGH THE GATE AND CONTINUE
 BP0917'ON TRACK ROAD FOR 0.8 MILE KEEPING TO THE E AND N TO ANOTHER
 BP0917'WIRE GATE, TURN LEFT, N, FOLLOWING FENCE LINE FOR 0.1 MILE
 BP0917'TO A WIRE GATE IN A FENCE CORNER, PASS THROUGH GATE AND
 BP0917'CONTINUE N AND W UP THE ROCKY SLOPE ABOUT 0.1 MILE TO THE END
 BP0917'OF TRUCK TRAVEL.
 BP0917'
 BP0917'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BP0917
 BP0917                          STATION RECOVERY (1958)
 BP0917
 BP0917'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BP0917'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BP0917'
 BP0917'THE STATION IS LOCATED ABOUT 135 FEET SE OF THE HIGHEST POINT
 BP0917'OF RIDGE AND SET IN A LARGE BLACK BOULDER E OF A LIGHT SPOT.
 BP0917'27 FEET W OF LONE EVERGREEN TREE.  76 FEET S OF LONE EVERGREEN
 BP0917'TREE.  5 FEET E OF E EDGE OF LIGHT SPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0852 ***********************************************************************
 BP0852  DESIGNATION -  NEW
 BP0852  PID         -  BP0852
 BP0852  STATE/COUNTY-  TX/TERRELL
 BP0852  USGS QUAD   -  BIG BRINDLE CANYON (1968)
 BP0852
 BP0852                         *CURRENT SURVEY CONTROL
 BP0852  ___________________________________________________________________
 BP0852* NAD 83(1993)-  30 03 59.00225(N)    102 33 23.46089(W)     ADJUSTED  
 BP0852* NAVD 88     -       922.1    (meters)    3025.     (feet)  VERTCON   
 BP0852  ___________________________________________________________________
 BP0852  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 BP0852  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 BP0852
 BP0852  HORZ ORDER  -  FIRST
 BP0852
 BP0852.The horizontal coordinates were established by classical geodetic methods
 BP0852.and adjusted by the National Geodetic Survey in February 1996..
 BP0852
 BP0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0852
 BP0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0852
 BP0852.The geoid height was determined by GEOID03.
 BP0852
 BP0852;                    North         East     Units Scale Factor Converg.
 BP0852;SPC TXSC     - 4,252,701.599   257,145.425   MT  0.99994453   -1 44 32.6
 BP0852;SPC TXSC     -13,952,405.16    843,651.28   sFT  0.99994453   -1 44 32.6
 BP0852;SPC TX C     - 3,046,454.835   485,647.521   MT  1.00001380   -1 08 42.3
 BP0852;SPC TX C     - 9,994,910.57  1,593,328.58   sFT  1.00001380   -1 08 42.3
 BP0852;UTM  13      - 3,328,659.221   735,547.083   MT  1.00028457   +1 13 29.1
 BP0852
 BP0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0852!SPC TXSC     -   0.99985870  x   0.99994453  =   0.99980324
 BP0852!SPC TX C     -   0.99985870  x   1.00001380  =   0.99987250
 BP0852!UTM  13      -   0.99985870  x   1.00028457  =   1.00014323
 BP0852
 BP0852:                Primary Azimuth Mark                     Grid Az
 BP0852:SPC TXSC     -  NEW AZ MK                                116 44 13.8
 BP0852:SPC TX C     -  NEW AZ MK                                116 08 23.5
 BP0852:UTM  13      -  NEW AZ MK                                113 46 12.1
 BP0852
 BP0852|---------------------------------------------------------------------|
 BP0852| PID    Reference Object                     Distance      Geod. Az  |
 BP0852|                                                           dddmmss.s |
 BP0852| CH9153 NEW AZ MK                                          1145941.2 |
 BP0852| BA0405 SANTA ROSA MOUNTAIN                                1831902.7 |
 BP0852| BA0404 SHARP TIP                           APPROX.78.7 KM 1835025.9 |
 BP0852| CH9155 NEW RM SW                                          23153     |
 BP0852| BP0856 TRES HERMANOS                       APPROX.37.7 KM 2605930.1 |
 BP0852| BP0854 WHITE TIP                           APPROX.25.3 KM 3073907.1 |
 BP0852| CH9154 NEW RM NW                            12.466 METERS 31501     |
 BP0852|---------------------------------------------------------------------|
 BP0852
 BP0852                          SUPERSEDED SURVEY CONTROL
 BP0852
 BP0852  NAD 83(1986)-  30 03 58.97798(N)    102 33 23.48721(W) AD(       ) 1
 BP0852  NAD 27      -  30 03 58.30300(N)    102 33 21.95000(W) AD(       ) 1
 BP0852  NGVD 29 (07/19/86)  921.8    (m)         3024.     (f) VERT ANG       
 BP0852
 BP0852.Superseded values are not recommended for survey control.
 BP0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0852.See file dsdata.txt to determine how the superseded data were derived.
 BP0852
 BP0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP3554728659(NAD 83)
 BP0852_MARKER: DS = TRIANGULATION STATION DISK
 BP0852_SETTING: 66 = SET IN ROCK OUTCROP
 BP0852
 BP0852  HISTORY     - Date     Condition        Report By
 BP0852  HISTORY     - 1918     MONUMENTED       CGS
 BP0852  HISTORY     - 1934     GOOD             CGS
 BP0852  HISTORY     - 1958     GOOD             AMS
 BP0852
 BP0852                          STATION DESCRIPTION
 BP0852
 BP0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BP0852'ABOUT 7 MILES SOUTHWEST OF EMERSON, ON SOUTHERN END OF
 BP0852'FLAT-TOPPED KNOB ON RIDGE.  TO REACH FROM EMERSON RAILROAD
 BP0852'STATION GO WEST ON ROUTE 90, 1.65 MILES TO POINT ABOUT 50 YARDS
 BP0852'EAST OF CONCRETE HIGHWAY BRIDGE, TURN LEFT OFF ROAD THROUGH
 BP0852'GATE, PASS UNDER RAILROAD BRIDGE AND THROUGH SECOND GATE, TAKE
 BP0852'RIGHT FORK AND FOLLOW IMPROVED DIRT ROAD WEST ALONG SOUTH
 BP0852'SIDE OF RAILROAD TRACKS, 1.2 MILES, LEAVE RAILROAD HERE AND
 BP0852'FOLLOW MAIN ROAD SOUTH 1.4 MILES TO GATE JUST NORTH OF DIVIDE,
 BP0852'CONTINUE SOUTH ON MAIN ROAD DOWN CREEK 2.5 MILES TO GATE,
 BP0852'THENCE 1.25 MILES TO FORKS, TAKE LEFT FORK ON MAIN ROAD 0.4
 BP0852'MILE TO DIRT TANK ON RIGHT, LEAVE MAIN ROAD, TAKE U TURN TO
 BP0852'RIGHT AND GO IN EASTERLY DIRECTION ON OLD DIM ROAD 0.15
 BP0852'MILE, TAKE LEFT FORK 0.45 MILE TO POINT ABOUT 50 YARDS WEST
 BP0852'FROM TOP OF DIVIDE AND ROCK CAIRN ABOUT 3 FEET HIGH JUST
 BP0852'NORTH OF ROAD.  THIS IS AN FAR AS TRUCK CAN BE DRIVEN.
 BP0852'FROM THIS POINT STATION SITE IS ABOUT THREE-FOURTHS
 BP0852'MILE NORTHWEST IN APPROXIMATE N 60 DEG W.
 BP0852'STATION IS MARKED BY STANDARD DISK STATION MARK IN
 BP0852'BEDROCK.  REFERENCE MARK IS STANDARD REFERENCE
 BP0852'DISK IN OUTCROPPING BEDROCK, PROJECTING ABOUT 5
 BP0852'INCHES 12.17 METERS (39.9 FEET) FROM STATION
 BP0852'N 44 DEG 58 MIN W.  THERE IS A CAIRN 32.0 METERS (105 FEET)
 BP0852'DISTANT N 00 DEG 59 MIN E.  A GREEN BUSH IS 12.2
 BP0852'METERS (40 FEET) FROM STATION, N 73 DEG 59 MIN E.
 BP0852'AND ANOTHER 3 METERS (10 FEET), S 15 DEG W.  IN 1934 STATION
 BP0852'RECOVERED IN GOOD CONDITION.  NEW REFERENCE MARK AND
 BP0852'AZIMUTH MARK WERE ESTABLISHED MARKED BY BRONZE TABLETS
 BP0852'SET IN BEDROCK.  R.M. (1918) (1934), FLUSH WITH
 BP0852'GROUND, IS 12.47 METERS (40.9 FEET) FROM STATION
 BP0852'S 51 DEG 53 MIN W.  AZIMUTH MARK IS ABOUT 0.25 MILE FROM STATION
 BP0852'S 65 DEG E.  ALL MARKS ARE ON SAME KNOLL.
 BP0852'ELEVATION OF STATION 921.8 METERS (3,024 FEET).
 BP0852
 BP0852                          STATION RECOVERY (1958)
 BP0852
 BP0852'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BP0852'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WAS
 BP0852'RECOVERED AS DESCRIBED.
 BP0852'
 BP0852'THE STATION IS LOCATED ON THE HIGHEST POINT OF NW-SE BRUSHY
 BP0852'RIDGE.  1036 FEET S OF LONE BUSH.  182 FEET NNW OF LONE BUSH.
 BP0852'152 FEET E OF LONE BUSH.  41 FEET W OF LONE BUSH.  356 FEET
 BP0852'W OF LONE BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1246 ***********************************************************************
 DM1246  CBN         -  This is a Cooperative Base Network Control Station.
 DM1246  DESIGNATION -  NEW BOSTON MAGNETIC STA
 DM1246  PID         -  DM1246
 DM1246  STATE/COUNTY-  TX/BOWIE
 DM1246  USGS QUAD   -  NEW BOSTON (1975)
 DM1246
 DM1246                         *CURRENT SURVEY CONTROL
 DM1246  ___________________________________________________________________
 DM1246* NAD 83(1993)-  33 27 23.29524(N)    094 25 13.56488(W)     ADJUSTED  
 DM1246* NAVD 88     -       107.5    (meters)     353.     (feet)  GPS OBS   
 DM1246  ___________________________________________________________________
 DM1246  X           -    -410,561.116 (meters)                     COMP
 DM1246  Y           -  -5,310,954.573 (meters)                     COMP
 DM1246  Z           -   3,496,351.791 (meters)                     COMP
 DM1246  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DM1246  ELLIP HEIGHT-          80.66  (meters)          (10/24/00) GPS OBS
 DM1246  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1246
 DM1246  HORZ ORDER  -  B
 DM1246  ELLP ORDER  -  FOURTH    CLASS II
 DM1246
 DM1246.The horizontal coordinates were established by GPS observations
 DM1246.and adjusted by the National Geodetic Survey in May 1994..
 DM1246
 DM1246.The orthometric height was determined by GPS observations and a
 DM1246.high-resolution geoid model.
 DM1246
 DM1246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1246
 DM1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1246
 DM1246.The ellipsoidal height was determined by GPS observations
 DM1246.and is referenced to NAD 83.
 DM1246
 DM1246.The geoid height was determined by GEOID03.
 DM1246
 DM1246;                    North         East     Units Scale Factor Converg.
 DM1246;SPC TXNC     - 2,205,835.835   979,139.029   MT  0.99989751   +2 13 29.9
 DM1246;SPC TXNC     - 7,236,979.74  3,212,391.96   sFT  0.99989751   +2 13 29.9
 DM1246;SPC AR S     -   490,259.774   175,002.489   MT  0.99996899   -1 21 16.9
 DM1246;SPC AR S     - 1,608,460.61    574,154.00   sFT  0.99996899   -1 21 16.9
 DM1246;UTM  15      - 3,702,795.437   367,991.048   MT  0.99981485   -0 46 59.5
 DM1246
 DM1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1246!SPC TXNC     -   0.99998734  x   0.99989751  =   0.99988485
 DM1246!SPC AR S     -   0.99998734  x   0.99996899  =   0.99995633
 DM1246!UTM  15      -   0.99998734  x   0.99981485  =   0.99980219
 DM1246
 DM1246|---------------------------------------------------------------------|
 DM1246| PID    Reference Object                     Distance      Geod. Az  |
 DM1246|                                                           dddmmss.s |
 DM1246| CX6834 NEW BOSTON MAG STA RM 2              22.644 METERS 18149     |
 DM1246| DM1248 BOSTON BOWIE COUNTY CTHSE TWR       APPROX. 1.6 KM 1852129.9 |
 DM1246| CX6835 NEW BOSTON MAG STA AZ MK                           1861457.7 |
 DM1246| CX6836 NEW BOSTON MAG STA RM 1              25.085 METERS 27844     |
 DM1246|---------------------------------------------------------------------|
 DM1246
 DM1246                          SUPERSEDED SURVEY CONTROL
 DM1246
 DM1246  ELLIP H (05/09/94)   80.78   (m)                       GP(       ) 4 2
 DM1246  NAD 83(1986)-  33 27 23.30427(N)    094 25 13.54447(W) AD(       ) 2
 DM1246  NAD 27      -  33 27 22.87800(N)    094 25 12.81900(W) AD(       ) 2
 DM1246
 DM1246.Superseded values are not recommended for survey control.
 DM1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1246.See file dsdata.txt to determine how the superseded data were derived.
 DM1246
 DM1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6799102795(NAD 83)
 DM1246_MARKER: DM = MAGNETIC STATION DISK
 DM1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1246_SP_SET: SQUARE CONCRETE MONUMENT
 DM1246_STAMPING: NEW BOSTON MAGNETIC 1935
 DM1246_MARK LOGO: CGS   
 DM1246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1246+STABILITY: SURFACE MOTION
 DM1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1246+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004
 DM1246
 DM1246  HISTORY     - Date     Condition        Report By
 DM1246  HISTORY     - 1935     MONUMENTED       CGS
 DM1246  HISTORY     - 1935     GOOD             CGS
 DM1246  HISTORY     - 1937     MARK NOT FOUND   TXHD
 DM1246  HISTORY     - 1956     GOOD             CGS
 DM1246  HISTORY     - 19930408 GOOD             NGS
 DM1246  HISTORY     - 19970407 GOOD             NGS
 DM1246  HISTORY     - 19971025 GOOD             USPSQD
 DM1246  HISTORY     - 20040824 GOOD             ARHD
 DM1246
 DM1246                          STATION DESCRIPTION
 DM1246
 DM1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1246'THIS STATION MARK IS A STANDARD MARKER FOR MAGNETIC STATION
 DM1246'SET IN A 6- BY 6-INCH CONCRETE POST, THE TOP OF WHICH IS 3
 DM1246'INCHES BELOW THE GROUND SURFACE.  IT IS ON THE GROUNDS OF THE
 DM1246'PUBLIC SCHOOL IN THE SW PART OF NEW BOSTON.  THE MARK APPEARED
 DM1246'TO BE SATISFACTORY AS A MAGNETIC STATION.  IT IS 162.5 FEET
 DM1246'S BY W FROM THE SW CORNER OF THE SCHOOLHOUSE.
 DM1246'
 DM1246'THE REFERENCE AND AZIMUTH MARKS ARE 1/2-INCH IRON BOLTS,
 DM1246'6 INCHES LONG SET IN 12-INCH SQUARE CONCRETE POSTS.
 DM1246'
 DM1246'REFERENCE MARK NO. 1 IS IN LINE OF POSTS ON THE W SIDE OF THE
 DM1246'SCHOOL LOT AND 86 FEET N OF THE CORNER POST.
 DM1246'
 DM1246'REFERENCE MARK NO. 2 IS IN THE LINE OF POSTS ON THE S SIDE
 DM1246'OF THE SCHOOL LOT AND 78 FEET E OF CORNER POST.  IT PROJECTS
 DM1246'6 INCHES.
 DM1246'
 DM1246'AZIMUTH MARK IS IN LINE OF FENCE POSTS, 30 FEET W OF CENTER
 DM1246'LINE OF ROAD LEADING PAST THE W SIDE OF THE SCHOOL.  IT PROJECTS
 DM1246'5 INCHES.
 DM1246'
 DM1246'ALL LIGHTS COME INTO VIEW 50 FEET ABOVE GROUND.
 DM1246'
 DM1246'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 DM1246
 DM1246                          STATION RECOVERY (1935)
 DM1246
 DM1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 DM1246'RECOVERED IN GOOD CONDITION.
 DM1246
 DM1246                          STATION RECOVERY (1937)
 DM1246
 DM1246'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1246'DESCRIPTION SATISFACTORY.  AZIMUTH MARK WAS RECOVERED AND
 DM1246'FOUND TO BE IN GOOD CONDITION.  DID NOT ATTEMPT TO RECOVER
 DM1246'OTHER MARKS.
 DM1246
 DM1246                          STATION RECOVERY (1956)
 DM1246
 DM1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1246'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 DM1246'CONDITION AS DESCRIBED EXCEPT STATION IS 32.5 FT. WEST OF A 6 FT.
 DM1246'SIDEWALK.  31 FT. NORTHWEST OF THE NORTHEAST CORNER OF SCHOOL
 DM1246'BUILDING.  16 FT. NORTH OF SCHOOL BUILDING AND 84.3 FT.
 DM1246'EAST-SOUTHEAST OF R.M. NO. 1.  R.M. DESCRIPTIONS ARE CORRECT.
 DM1246'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1246
 DM1246                          STATION RECOVERY (1993)
 DM1246
 DM1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DM1246'THE STATION IS LOCATED IN NEW BOSTON IN THE NORTH LAWN OF A SMALL
 DM1246'SCHOOL BUILDING JUST WEST OF A NEW SCHOOL BUILDING AND ON THE WEST
 DM1246'SIDE OF THE SCHOOL GROUNDS.  OWNERSHIP--NEW BOSTON SCHOOL DISTRICT,
 DM1246'115 WEST COUNTY, NEW BOSTON, TX 75570. PRINCIPAL IS JERRY MAY, PHONE
 DM1246'903-628-6551.
 DM1246'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 30
 DM1246'AND U.S. HIGHWAY 82 (EXIT 199), ABOUT 4 KM (2.50 MI) WEST OF NEW
 DM1246'BOSTON, GO EAST ON HIGHWAY 82 FOR 3.38 KM (2.10 MI) TO FARM ROAD 992
 DM1246'ON THE LEFT. CONTINUE AHEAD, EAST, ON HIGHWAY 82 FOR 0.25 KM
 DM1246'(0.15 MI) TO A SIGN -NEW BOSTON HIGH SCHOOL- AT THE INTERSECTION OF
 DM1246'MERRILL STREET.  TURN RIGHT, SOUTH, ON MERRILL STREET FOR 0.24 KM
 DM1246'(0.15 MI) TO A RAILROAD CROSSING.  CONTINUE AHEAD, SOUTH, ON MERRILL
 DM1246'STREET FOR 0.24 KM (0.15 MI) TO A SIDE STREET ON THE LEFT AT THE
 DM1246'NORTHWEST CORNER OF THE SCHOOL GROUNDS.  CONTINUE AHEAD, SOUTH, ON
 DM1246'MERRILL STREET FOR 0.08 KM (0.05 MI) TO THE ENTRANCE TO A SMALL
 DM1246'PARKING LOT ON THE LEFT.  TURN LEFT, EAST, PASSING THROUGH THE SMALL
 DM1246'PARKING LOT FOR 30 M (98.4 FT) TO A DOUBLE PARKING SPOT ON THE RIGHT
 DM1246'AND A CONCRETE BLOCK TRASH BIN. TURN RIGHT, SOUTH, FOR 10 M
 DM1246'(32.8 FT) TO THE STATION ON THE RIGHT.
 DM1246'THE STATION IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST SET 40
 DM1246'CM BELOW THE GROUND ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 DM1246'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND AND STAMPED NEW
 DM1246'BOSTON MAGNETIC 1935.  IT IS 46.1 M (151.2 FT) WEST-NORTHWEST FROM A
 DM1246'FLAGPOLE AT A BRICK SIGN -NEW BOSTON HIGH SCHOOL- AT THE SOUTH
 DM1246'ENTRANCE TO THE SCHOOL, 32.5 M (106.6 FT) EAST FROM THE CENTER OF
 DM1246'MERRILL STREET, 14.4 M (47.2 FT) WEST-NORTHWEST FROM THE SOUTHWEST
 DM1246'CORNER OF THE NEW SCHOOL BUILDING, 4.85 M (15.91 FT) NORTH FROM THE
 DM1246'NORTH WALL OF THE OLD BUILDING (TO BE TORN DOWN IN 1996), 7.85 M
 DM1246'(25.75 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST AT THE SOUTHWEST
 DM1246'CORNER OF THE CONCRETE BLOCK TRASH BIN AND 0.85 M (2.79 FT) WEST FROM
 DM1246'THE WEST CURB OF A TWO CAR PARKING AREA.
 DM1246
 DM1246                          STATION RECOVERY (1997)
 DM1246
 DM1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 DM1246'RECOVERED AS DESCRIBED.  NOTE--THE OLD BUILDING HAS BEEN REMOVED.
 DM1246
 DM1246                          STATION RECOVERY (1997)
 DM1246
 DM1246'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1246'RECOVERED IN GOOD CONDITION.
 DM1246
 DM1246                          STATION RECOVERY (2004)
 DM1246
 DM1246'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB)
 DM1246'A NEW BUILDING HAS BEEN ERECTED TO THE NORTH AND EAST OBSTRUCTING THE
 DM1246'VIEW OF THE SKY UP TO ABOUT 40 DEGREES. WOULD NOT SUGGEST USING FOR
 DM1246'SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1247 ***********************************************************************
 DM1247  DESIGNATION -  NEW BOSTON MUNICIPAL TANK
 DM1247  PID         -  DM1247
 DM1247  STATE/COUNTY-  TX/BOWIE
 DM1247  USGS QUAD   -  NEW BOSTON (1975)
 DM1247
 DM1247                         *CURRENT SURVEY CONTROL
 DM1247  ___________________________________________________________________
 DM1247* NAD 83(1993)-  33 27 53.04027(N)    094 24 52.01485(W)     ADJUSTED  
 DM1247* NAVD 88     -                                                        
 DM1247  ___________________________________________________________________
 DM1247  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DM1247  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1247
 DM1247  HORZ ORDER  -  THIRD
 DM1247
 DM1247.The horizontal coordinates were established by classical geodetic methods
 DM1247.and adjusted by the National Geodetic Survey in February 1996..
 DM1247
 DM1247
 DM1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1247
 DM1247.The geoid height was determined by GEOID03.
 DM1247
 DM1247;                    North         East     Units Scale Factor Converg.
 DM1247;SPC TXNC     - 2,206,773.085   979,659.449   MT  0.99989853   +2 13 41.7
 DM1247;SPC TXNC     - 7,240,054.70  3,214,099.38   sFT  0.99989853   +2 13 41.7
 DM1247;SPC AR S     -   491,162.766   175,580.452   MT  0.99996756   -1 21 04.8
 DM1247;SPC AR S     - 1,611,423.17    576,050.20   sFT  0.99996756   -1 21 04.8
 DM1247;UTM  15      - 3,703,704.008   368,559.890   MT  0.99981300   -0 46 48.3
 DM1247
 DM1247                          SUPERSEDED SURVEY CONTROL
 DM1247
 DM1247  NAD 83(1993)-  33 27 53.04139(N)    094 24 52.01309(W) AD(       ) 4
 DM1247  NAD 83(1986)-  33 27 53.04341(N)    094 24 52.00390(W) AD(       ) 4
 DM1247  NAD 27      -  33 27 52.61900(N)    094 24 51.28600(W) AD(       ) 3
 DM1247
 DM1247.Superseded values are not recommended for survey control.
 DM1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1247.See file dsdata.txt to determine how the superseded data were derived.
 DM1247
 DM1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6856003704(NAD 83)
 DM1247_MARKER: 53 = ELEVATED TANK
 DM1247
 DM1247  HISTORY     - Date     Condition        Report By
 DM1247  HISTORY     - 1952     FIRST OBSERVED   CGS
 DM1247  HISTORY     - 1956     GOOD             CGS
 DM1247  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1247
 DM1247                          STATION DESCRIPTION
 DM1247
 DM1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1247'THIS STATION IS LOCATED ABOUT 1/2 MILE NORTH-NORTHEAST OF
 DM1247'THE POST OFFICE IN NEW BOSTON AND ABOUT 100 FEET EAST OF STATE
 DM1247'HIGHWAY 8.  IT IS A 4-LEGGED STRUCTURE ABOUT 50 FEET HIGH
 DM1247'AND IS SILVER IN COLOR.
 DM1247'
 DM1247'THE POINT INTERSECTED WAS THE TOP OF THE TANK.
 DM1247
 DM1247                          STATION RECOVERY (1956)
 DM1247
 DM1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1247'THE TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1247'
 DM1247'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1247'
 DM1247'THE TANK IS 99 FT. EAST OF S.H. 8 AND 84 FT. NORTH OF ROAD
 DM1247'TO RED RIVER COURTS.
 DM1247
 DM1247                          STATION RECOVERY (1997)
 DM1247
 DM1247'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1798 ***********************************************************************
 AY1798  DESIGNATION -  NEW BRAUNFELS CATH CH SPIRE
 AY1798  PID         -  AY1798
 AY1798  STATE/COUNTY-  TX/COMAL
 AY1798  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1798
 AY1798                         *CURRENT SURVEY CONTROL
 AY1798  ___________________________________________________________________
 AY1798* NAD 83(1993)-  29 42 12.61206(N)    098 07 41.37937(W)     ADJUSTED  
 AY1798* NAVD 88     -                                                        
 AY1798  ___________________________________________________________________
 AY1798  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 AY1798  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY1798
 AY1798  HORZ ORDER  -  THIRD
 AY1798
 AY1798.The horizontal coordinates were established by classical geodetic methods
 AY1798.and adjusted by the National Geodetic Survey in February 1996..
 AY1798
 AY1798
 AY1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1798
 AY1798.The geoid height was determined by GEOID03.
 AY1798
 AY1798;                    North         East     Units Scale Factor Converg.
 AY1798;SPC TXSC     - 4,207,579.949   684,358.864   MT  0.99988386   +0 25 37.6
 AY1798;SPC TXSC     -13,804,368.55  2,245,267.37   sFT  0.99988386   +0 25 37.6
 AY1798;UTM  14      - 3,286,249.825   584,337.365   MT  0.99968776   +0 25 55.3
 AY1798
 AY1798                          SUPERSEDED SURVEY CONTROL
 AY1798
 AY1798  NAD 83(1986)-  29 42 12.61881(N)    098 07 41.36070(W) AD(       ) 4
 AY1798  NAD 27      -  29 42 11.81000(N)    098 07 40.32700(W) AD(       ) 3
 AY1798
 AY1798.Superseded values are not recommended for survey control.
 AY1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1798.See file dsdata.txt to determine how the superseded data were derived.
 AY1798
 AY1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8433786250(NAD 83)
 AY1798_MARKER: 90 = CHURCH SPIRE
 AY1798
 AY1798  HISTORY     - Date     Condition        Report By
 AY1798  HISTORY     - 1903     FIRST OBSERVED   CGS
 AY1798  HISTORY     - 1935     SEE DESCRIPTION  CGS
 AY1798  HISTORY     - 1955     GOOD             AMS
 AY1798  HISTORY     - 1989     GOOD             USPSQD
 AY1798  HISTORY     - 19930808 GOOD             USPSQD
 AY1798  HISTORY     - 19990925 GOOD             USPSQD
 AY1798
 AY1798                          STATION DESCRIPTION
 AY1798
 AY1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1798'THIS STATION IS STILL STANDING UNCHANGED SINCE 1903.  THIS
 AY1798'SPIRE HAS A CROSS ON THE TOP.
 AY1798
 AY1798                          STATION RECOVERY (1955)
 AY1798
 AY1798'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 AY1798'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 AY1798'A SPIRE LOCATED ON TOP AND IN THE CENTER OF THE S.E. END
 AY1798'OF THE CHURCH.
 AY1798
 AY1798                          STATION RECOVERY (1989)
 AY1798
 AY1798'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1798'RECOVERED IN GOOD CONDITION.
 AY1798
 AY1798                          STATION RECOVERY (1993)
 AY1798
 AY1798'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1798'RECOVERED IN GOOD CONDITION.
 AY1798
 AY1798                          STATION RECOVERY (1999)
 AY1798
 AY1798'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1788 ***********************************************************************
 AY1788  DESIGNATION -  NEW BRAUNFELS COURTHOUSE TOWER
 AY1788  PID         -  AY1788
 AY1788  STATE/COUNTY-  TX/COMAL
 AY1788  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY1788
 AY1788                         *CURRENT SURVEY CONTROL
 AY1788  ___________________________________________________________________
 AY1788* NAD 83(1993)-  29 42 12.58377(N)    098 07 29.74881(W)     ADJUSTED  
 AY1788* NAVD 88     -                                                        
 AY1788  ___________________________________________________________________
 AY1788  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AY1788  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY1788
 AY1788  HORZ ORDER  -  THIRD
 AY1788
 AY1788.The horizontal coordinates were established by classical geodetic methods
 AY1788.and adjusted by the National Geodetic Survey in February 1996..
 AY1788
 AY1788
 AY1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1788
 AY1788.The geoid height was determined by GEOID03.
 AY1788
 AY1788;                    North         East     Units Scale Factor Converg.
 AY1788;SPC TXSC     - 4,207,581.413   684,671.467   MT  0.99988386   +0 25 43.3
 AY1788;SPC TXSC     -13,804,373.35  2,246,292.97   sFT  0.99988386   +0 25 43.3
 AY1788;UTM  14      - 3,286,251.316   584,649.906   MT  0.99968841   +0 26 01.1
 AY1788
 AY1788                          SUPERSEDED SURVEY CONTROL
 AY1788
 AY1788  NAD 83(1986)-  29 42 12.59056(N)    098 07 29.73021(W) AD(       ) 4
 AY1788  NAD 27      -  29 42 11.78100(N)    098 07 28.69800(W) AD(       ) 3
 AY1788
 AY1788.Superseded values are not recommended for survey control.
 AY1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1788.See file dsdata.txt to determine how the superseded data were derived.
 AY1788
 AY1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8465086251(NAD 83)
 AY1788_MARKER: 55 = TOWER
 AY1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1788+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AY1788
 AY1788  HISTORY     - Date     Condition        Report By
 AY1788  HISTORY     - 1903     FIRST OBSERVED   CGS
 AY1788  HISTORY     - 1935     GOOD             CGS
 AY1788  HISTORY     - 1956     GOOD             AMS
 AY1788  HISTORY     - 1989     GOOD             USPSQD
 AY1788  HISTORY     - 1989     GOOD             USPSQD
 AY1788  HISTORY     - 19930808 GOOD             USPSQD
 AY1788  HISTORY     - 19990925 GOOD             USPSQD
 AY1788  HISTORY     - 20030517 GOOD             USPSQD
 AY1788
 AY1788                          STATION DESCRIPTION
 AY1788
 AY1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1788'THIS TOWER IS STILL STANDING UNCHANGED SINCE 1903.
 AY1788
 AY1788                          STATION RECOVERY (1956)
 AY1788
 AY1788'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1788'STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS A
 AY1788'SQUARE STONE TOWER LOCATED ON TOP AND IN THE CENTER OF THE
 AY1788'COURTHOUSE.
 AY1788
 AY1788                          STATION RECOVERY (1989)
 AY1788
 AY1788'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1788'RECOVERED IN GOOD CONDITION.
 AY1788
 AY1788                          STATION RECOVERY (1989)
 AY1788
 AY1788'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1788'RECOVERED IN GOOD CONDITION.
 AY1788
 AY1788                          STATION RECOVERY (1993)
 AY1788
 AY1788'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1788'RECOVERED IN GOOD CONDITION.
 AY1788
 AY1788                          STATION RECOVERY (1999)
 AY1788
 AY1788'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1788'RECOVERED IN GOOD CONDITION.
 AY1788
 AY1788                          STATION RECOVERY (2003)
 AY1788
 AY1788'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AY1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1786 ***********************************************************************
 AY1786  DESIGNATION -  NEW BRAUNFELS MASS BASE SPIRE
 AY1786  PID         -  AY1786
 AY1786  STATE/COUNTY-  TX/COMAL
 AY1786  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY1786
 AY1786                         *CURRENT SURVEY CONTROL
 AY1786  ___________________________________________________________________
 AY1786* NAD 83(1993)-  29 42 03.85700(N)    098 07 21.00767(W)     ADJUSTED  
 AY1786* NAVD 88     -                                                        
 AY1786  ___________________________________________________________________
 AY1786  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AY1786  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AY1786
 AY1786  HORZ ORDER  -  THIRD
 AY1786
 AY1786.The horizontal coordinates were established by classical geodetic methods
 AY1786.and adjusted by the National Geodetic Survey in February 1996..
 AY1786
 AY1786
 AY1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1786
 AY1786.The geoid height was determined by GEOID03.
 AY1786
 AY1786;                    North         East     Units Scale Factor Converg.
 AY1786;SPC TXSC     - 4,207,314.506   684,908.420   MT  0.99988359   +0 25 47.6
 AY1786;SPC TXSC     -13,803,497.68  2,247,070.37   sFT  0.99988359   +0 25 47.6
 AY1786;UTM  14      - 3,285,984.482   584,886.836   MT  0.99968891   +0 26 05.3
 AY1786
 AY1786                          SUPERSEDED SURVEY CONTROL
 AY1786
 AY1786  NAD 83(1986)-  29 42 03.86381(N)    098 07 20.98896(W) AD(       ) 4
 AY1786  NAD 27      -  29 42 03.05600(N)    098 07 19.95800(W) AD(       ) 3
 AY1786
 AY1786.Superseded values are not recommended for survey control.
 AY1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1786.See file dsdata.txt to determine how the superseded data were derived.
 AY1786
 AY1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8488785984(NAD 83)
 AY1786_MARKER: 90 = CHURCH SPIRE
 AY1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1786+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AY1786
 AY1786  HISTORY     - Date     Condition        Report By
 AY1786  HISTORY     - 1903     FIRST OBSERVED   CGS
 AY1786  HISTORY     - 1935     GOOD             CGS
 AY1786  HISTORY     - 1956     GOOD             AMS
 AY1786  HISTORY     - 1989     GOOD             USPSQD
 AY1786  HISTORY     - 19990925 GOOD             USPSQD
 AY1786  HISTORY     - 20030517 GOOD             USPSQD
 AY1786
 AY1786                          STATION DESCRIPTION
 AY1786
 AY1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1786'EVIDENTLY THIS SPIRE WAS THE SPIRE OF THE PROTESTANT CHURCH
 AY1786'OF NEW BRAUNFELS SINCE THIS WAS THE ONLY SPIRE STANDING IN 1903
 AY1786'OTHER THAN THE SPIRE OF THE CATHOLIC CHURCH.  THIS PROTESTANT
 AY1786'CHURCH SPIRE IS STILL STANDING UNCHANGED SINCE 1903.
 AY1786
 AY1786                          STATION RECOVERY (1956)
 AY1786
 AY1786'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1786'STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS A
 AY1786'TALL CHURCH SPIRE WITH A LARGE SQUARE BASE LOCATED AT THE N.
 AY1786'END OF THE CHURCH.
 AY1786
 AY1786                          STATION RECOVERY (1989)
 AY1786
 AY1786'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1786'RECOVERED IN GOOD CONDITION.
 AY1786
 AY1786                          STATION RECOVERY (1999)
 AY1786
 AY1786'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1786'RECOVERED IN GOOD CONDITION.
 AY1786
 AY1786                          STATION RECOVERY (2003)
 AY1786
 AY1786'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AY1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2201 ***********************************************************************
 BL2201  DESIGNATION -  NEW CANEY TEX ILL PIPE CO MAST
 BL2201  PID         -  BL2201
 BL2201  STATE/COUNTY-  TX/MONTGOMERY
 BL2201  USGS QUAD   -  OUTLAW POND (1979)
 BL2201
 BL2201                         *CURRENT SURVEY CONTROL
 BL2201  ___________________________________________________________________
 BL2201* NAD 83(1993)-  30 12 06.15148(N)    095 15 08.92206(W)     ADJUSTED  
 BL2201* NAVD 88     -                                                        
 BL2201  ___________________________________________________________________
 BL2201  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BL2201  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL2201
 BL2201  HORZ ORDER  -  THIRD
 BL2201
 BL2201.The horizontal coordinates were established by classical geodetic methods
 BL2201.and adjusted by the National Geodetic Survey in February 1996..
 BL2201
 BL2201
 BL2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2201
 BL2201.The geoid height was determined by GEOID03.
 BL2201
 BL2201;                    North         East     Units Scale Factor Converg.
 BL2201;SPC TX C     - 3,070,484.132 1,189,057.694   MT  0.99997839   +2 37 01.0
 BL2201;SPC TX C     -10,073,746.69  3,901,100.12   sFT  0.99997839   +2 37 01.0
 BL2201;SPC TXSC     - 4,268,269.063   960,781.054   MT  0.99997744   +1 50 09.4
 BL2201;SPC TXSC     -14,003,479.42  3,152,162.51   sFT  0.99997744   +1 50 09.4
 BL2201;UTM  15      - 3,343,281.438   283,166.575   MT  1.00018009   -1 08 00.8
 BL2201
 BL2201                          SUPERSEDED SURVEY CONTROL
 BL2201
 BL2201  NAD 83(1986)-  30 12 06.16577(N)    095 15 08.90540(W) AD(       ) 4
 BL2201  NAD 27      -  30 12 05.38835(N)    095 15 08.14587(W) AD(       ) 3
 BL2201
 BL2201.Superseded values are not recommended for survey control.
 BL2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2201.See file dsdata.txt to determine how the superseded data were derived.
 BL2201
 BL2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8316743281(NAD 83)
 BL2201_MARKER: 42 = RADIO/TV MAST
 BL2201
 BL2201  HISTORY     - Date     Condition        Report By
 BL2201  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2201
 BL2201                          STATION DESCRIPTION
 BL2201
 BL2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2201'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF CONROE AND
 BL2201'ABOUT 5 MILES NORTHWEST OF NEW CANEY.  IT IS A 4-LEGGED STEEL
 BL2201'STRUCTURE SET IN A CONCRETE BASE.  IT IS PAINTED ALTERNATELY
 BL2201'RED AND WHITE AND HAS AN OVERALL HEIGHT OF 250 FEET.  THE
 BL2201'LIGHT AT THE TOP WAS THE POINT OBSERVED.
 BL2201'
 BL2201'TO REACH THE STATION FROM THE POST OFFICE IN NEW CANEY GO
 BL2201'NORTHWEST ON FARM ROAD 1485 FOR 4.3 MILES TO THE DRIVEWAY
 BL2201'ON THE RIGHT LEADING INTO THE TEXAS ILLINOIS NATURAL GAS PIPELINE
 BL2201'CO. PLANT, TURN RIGHT AND FOLLOW DRIVEWAY EAST FOR 0.1 MILE,
 BL2201'TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE STATION ON THE RIGHT
 BL2201'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5546 ***********************************************************************
 AH5546  DESIGNATION -  NEW DEVINE WT SEC
 AH5546  PID         -  AH5546
 AH5546  STATE/COUNTY-  TX/MEDINA
 AH5546  USGS QUAD   -  DEVINE (1982)
 AH5546
 AH5546                         *CURRENT SURVEY CONTROL
 AH5546  ___________________________________________________________________
 AH5546* NAD 83(1993)-  29 09 04.36967(N)    098 54 57.23461(W)     ADJUSTED  
 AH5546* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 AH5546  ___________________________________________________________________
 AH5546  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 AH5546  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AH5546
 AH5546  HORZ ORDER  -  THIRD
 AH5546
 AH5546.The horizontal coordinates were established by classical geodetic methods
 AH5546.and adjusted by the National Geodetic Survey in July 1998..
 AH5546
 AH5546.The orthometric height was scaled from a topographic map.
 AH5546
 AH5546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5546
 AH5546.The geoid height was determined by GEOID03.
 AH5546
 AH5546;                    North         East     Units Scale Factor Converg.
 AH5546;SPC TXSC     - 4,146,059.159   608,181.725   MT  0.99986835   +0 02 28.3
 AH5546;SPC TXSC     -13,602,529.09  1,995,342.88   sFT  0.99986835   +0 02 28.3
 AH5546;UTM  14      - 3,224,741.922   508,179.531   MT  0.99960083   +0 02 27.5
 AH5546
 AH5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5546!SPC TXSC     -   0.99997159  x   0.99986835  =   0.99983994
 AH5546!UTM  14      -   0.99997159  x   0.99960083  =   0.99957243
 AH5546
 AH5546                          SUPERSEDED SURVEY CONTROL
 AH5546
 AH5546.No superseded survey control is available for this station.
 AH5546
 AH5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT0818024742(NAD 83)
 AH5546_MARKER: 51 = TANK
 AH5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5546+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AH5546
 AH5546  HISTORY     - Date     Condition        Report By
 AH5546  HISTORY     - 1964     FIRST OBSERVED   USGS
 AH5546  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 AH5546  HISTORY     - 20050521 GOOD             USPSQD
 AH5546
 AH5546                          STATION DESCRIPTION
 AH5546
 AH5546'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH5546'STATION LOCATED NEAR THE W. EDGE OF DEVINE, TEXAS.  IT IS THE NEW
 AH5546'FIVE-LEGGED STEEL STRUCTURE BUILT DURING 1963, AND IS LOCATED ON A
 AH5546'PROMINENT RIDGE ABOUT 0.2 MI. NW. OF THE NEW SCHOOL, 1.0 MI. NW. OF
 AH5546'THE OLD WATER TANK.  IT IS PAINTED SILVER.
 AH5546'STATION MARK--POINT OBSERVED ON WAS THE VENT ON TOP.
 AH5546
 AH5546                          STATION RECOVERY (2002)
 AH5546
 AH5546'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AH5546'MARK NOT FOUND.
 AH5546
 AH5546                          STATION RECOVERY (2005)
 AH5546
 AH5546'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AH5546'NOW PAINTED MAROON AND GOLD WITH TOWN'S NAME OF DEVINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6883 ***********************************************************************
 AW6883  DESIGNATION -  NEW GULF MUNICIPAL TANK
 AW6883  PID         -  AW6883
 AW6883  STATE/COUNTY-  TX/WHARTON
 AW6883  USGS QUAD   -  BOLING (1980)
 AW6883
 AW6883                         *CURRENT SURVEY CONTROL
 AW6883  ___________________________________________________________________
 AW6883* NAD 83(1993)-  29 15 23.23759(N)    095 54 05.49492(W)     ADJUSTED  
 AW6883* NAVD 88     -                                                        
 AW6883  ___________________________________________________________________
 AW6883  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW6883  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW6883
 AW6883  HORZ ORDER  -  THIRD
 AW6883
 AW6883.The horizontal coordinates were established by classical geodetic methods
 AW6883.and adjusted by the National Geodetic Survey in February 1996..
 AW6883
 AW6883
 AW6883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6883
 AW6883.The geoid height was determined by GEOID03.
 AW6883
 AW6883;                    North         East     Units Scale Factor Converg.
 AW6883;SPC TXSC     - 4,161,708.191   901,087.511   MT  0.99986417   +1 31 04.7
 AW6883;SPC TXSC     -13,653,870.96  2,956,317.94   sFT  0.99986417   +1 31 04.7
 AW6883;UTM  15      - 3,239,890.369   218,028.532   MT  1.00058121   -1 25 08.3
 AW6883
 AW6883                          SUPERSEDED SURVEY CONTROL
 AW6883
 AW6883  NAD 83(1986)-  29 15 23.24964(N)    095 54 05.47866(W) AD(       ) 4
 AW6883  NAD 27      -  29 15 22.35500(N)    095 54 04.65000(W) AD(       ) 3
 AW6883
 AW6883.Superseded values are not recommended for survey control.
 AW6883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6883.See file dsdata.txt to determine how the superseded data were derived.
 AW6883
 AW6883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1802939890(NAD 83)
 AW6883_MARKER: 53 = ELEVATED TANK
 AW6883
 AW6883  HISTORY     - Date     Condition        Report By
 AW6883  HISTORY     - 1935     FIRST OBSERVED   CGS
 AW6883  HISTORY     - 1952     GOOD             CGS
 AW6883  HISTORY     - 1971     GOOD             NGS
 AW6883
 AW6883                          STATION DESCRIPTION
 AW6883
 AW6883'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW6883'THIS STATION IS THE CENTER OF THE WATER TANK WHICH IS A PART
 AW6883'OF THE WATER SYSTEM OF THE TOWN OF NEW GULF.  THE TOWN AND
 AW6883'TANK ARE OWNED BY THE TEXAS GULF SULPHUR COMPANY.  IT IS A
 AW6883'TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP AND HAS A
 AW6883'BALL AT THE CENTER OF THE TOP.  IT IS SUPPORTED BY FOUR LEGS
 AW6883'AND THE ENTIRE STRUCTURE IS PAINTED BLACK.  THE TANK IS ABOUT
 AW6883'125 FEET HIGH AND IS NOT VERY PROMINENT.  IT WAS ERECTED IN
 AW6883'1929.
 AW6883'
 AW6883'THE TANK IS IN THE W EDGE OF TOWN, ABOUT 75 FEET N OF THE
 AW6883'MAIN STREET OF TOWN JUST E OF POINT WHERE STREET CURVES TO
 AW6883'THE S.
 AW6883'
 AW6883'THE TANK IS ABOUT 1/2 MILE S OF TWO VERY TALL STACKS AT THE
 AW6883'POWER PLANT OF THE TEXAS GULF SULPHUR COMPANY.
 AW6883
 AW6883                          STATION RECOVERY (1952)
 AW6883
 AW6883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6883'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF NEW GULF.
 AW6883'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AW6883'THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 AW6883'THE OVERALL HEIGHT IS ABOUT 135 FEET.
 AW6883'
 AW6883'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 AW6883
 AW6883                          STATION RECOVERY (1971)
 AW6883
 AW6883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AW6883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6884 ***********************************************************************
 AW6884  DESIGNATION -  NEW GULF TEX SULPHUR CO N STK
 AW6884  PID         -  AW6884
 AW6884  STATE/COUNTY-  TX/WHARTON
 AW6884  USGS QUAD   -  BOLING (1980)
 AW6884
 AW6884                         *CURRENT SURVEY CONTROL
 AW6884  ___________________________________________________________________
 AW6884* NAD 83(1993)-  29 15 50.81083(N)    095 53 56.79260(W)     ADJUSTED  
 AW6884* NAVD 88     -                                                        
 AW6884  ___________________________________________________________________
 AW6884  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW6884  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW6884
 AW6884  HORZ ORDER  -  THIRD
 AW6884
 AW6884.The horizontal coordinates were established by classical geodetic methods
 AW6884.and adjusted by the National Geodetic Survey in February 1996..
 AW6884
 AW6884
 AW6884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6884
 AW6884.The geoid height was determined by GEOID03.
 AW6884
 AW6884;                    North         East     Units Scale Factor Converg.
 AW6884;SPC TXSC     - 4,162,562.953   901,299.849   MT  0.99986400   +1 31 09.0
 AW6884;SPC TXSC     -13,656,675.29  2,957,014.59   sFT  0.99986400   +1 31 09.0
 AW6884;UTM  15      - 3,240,733.732   218,284.573   MT  1.00057943   -1 25 05.2
 AW6884
 AW6884                          SUPERSEDED SURVEY CONTROL
 AW6884
 AW6884  NAD 83(1986)-  29 15 50.82288(N)    095 53 56.77638(W) AD(       ) 4
 AW6884  NAD 27      -  29 15 49.93100(N)    095 53 55.94800(W) AD(       ) 3
 AW6884
 AW6884.Superseded values are not recommended for survey control.
 AW6884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6884.See file dsdata.txt to determine how the superseded data were derived.
 AW6884
 AW6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1828540734(NAD 83)
 AW6884_MARKER: 63 = STACK
 AW6884
 AW6884  HISTORY     - Date     Condition        Report By
 AW6884  HISTORY     - 1935     FIRST OBSERVED   CGS
 AW6884  HISTORY     - 1952     GOOD             CGS
 AW6884  HISTORY     - 1971     GOOD             NGS
 AW6884
 AW6884                          STATION DESCRIPTION
 AW6884
 AW6884'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW6884'THIS STATION IS THE CENTER OF THE NORTHERLY OF TWIN STACKS
 AW6884'AT THE POWER PLANT OF THE TEXAS GULF SULPHUR COMPANY.  BOTH
 AW6884'ARE CYLINDRICAL RED BRICK STACKS.  THEY ARE PLAIN WITH
 AW6884'VERY SLIGHT CORBEL AT THE TOP.  THEY ARE ABOUT 20 FEET IN
 AW6884'DIAMETER AT THE TOP, ABOUT 38 FEET IN DIAMETER AT THE BASE,
 AW6884'AND 330 FEET HIGH.  THEY ARE VERY PROMINENT.  THE NORTHERLY
 AW6884'STACK APPEARS TO BE SLIGHTLY DARKER IN COLOR THAN THE
 AW6884'SOUTHERLY ONE.  THE NORHERLY STACK WAS ERECTED IN 1929.
 AW6884'
 AW6884'THE NORTHERLY STACK IS ON THE N SIDE OF THE POWER PLANT OF
 AW6884'THE SULPHUR COMPANY.  THE POWER PLANT IS IN THE NW PART OF
 AW6884'THE TOWN OF NEW GULF AND ABOUT 1/2 MILE SW OF LARGE STORAGE
 AW6884'PILES OF SULPHUR.
 AW6884
 AW6884                          STATION RECOVERY (1952)
 AW6884
 AW6884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6884'THE STATION IS LOCATED AT THE SITE OF THE TEXAS GULF SULPHUR
 AW6884'CO. AT NEW GULF.
 AW6884'
 AW6884'IT IS THE NORTH ONE OF TWO IDENTICAL STACKS, IS OF BRICK
 AW6884'CONSTRUCTION, IS 33.9 FEET IN DIAMETER AT THE BASE AND 20.8
 AW6884'FEET IN DIAMETER AT THE TOP AND HAS AN OVER-ALL HEIGHT OF
 AW6884'330.0 FEET.
 AW6884
 AW6884                          STATION RECOVERY (1971)
 AW6884
 AW6884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AW6884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6885 ***********************************************************************
 AW6885  DESIGNATION -  NEW GULF TEX SULPHUR CO S STK
 AW6885  PID         -  AW6885
 AW6885  STATE/COUNTY-  TX/WHARTON
 AW6885  USGS QUAD   -  BOLING (1980)
 AW6885
 AW6885                         *CURRENT SURVEY CONTROL
 AW6885  ___________________________________________________________________
 AW6885* NAD 83(1993)-  29 15 48.79035(N)    095 53 56.79611(W)     ADJUSTED  
 AW6885* NAVD 88     -                                                        
 AW6885  ___________________________________________________________________
 AW6885  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW6885  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW6885
 AW6885  HORZ ORDER  -  THIRD
 AW6885
 AW6885.The horizontal coordinates were established by classical geodetic methods
 AW6885.and adjusted by the National Geodetic Survey in February 1996..
 AW6885
 AW6885
 AW6885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6885
 AW6885.The geoid height was determined by GEOID03.
 AW6885
 AW6885;                    North         East     Units Scale Factor Converg.
 AW6885;SPC TXSC     - 4,162,500.772   901,301.403   MT  0.99986401   +1 31 09.0
 AW6885;SPC TXSC     -13,656,471.28  2,957,019.69   sFT  0.99986401   +1 31 09.0
 AW6885;UTM  15      - 3,240,671.509   218,282.937   MT  1.00057944   -1 25 05.2
 AW6885
 AW6885                          SUPERSEDED SURVEY CONTROL
 AW6885
 AW6885  NAD 83(1986)-  29 15 48.80241(N)    095 53 56.77988(W) AD(       ) 4
 AW6885  NAD 27      -  29 15 47.90800(N)    095 53 55.95000(W) AD(       ) 3
 AW6885
 AW6885.Superseded values are not recommended for survey control.
 AW6885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6885.See file dsdata.txt to determine how the superseded data were derived.
 AW6885
 AW6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1828340672(NAD 83)
 AW6885_MARKER: 63 = STACK
 AW6885
 AW6885  HISTORY     - Date     Condition        Report By
 AW6885  HISTORY     - 1935     FIRST OBSERVED   CGS
 AW6885  HISTORY     - 1952     GOOD             CGS
 AW6885  HISTORY     - 1972     GOOD             NGS
 AW6885
 AW6885                          STATION DESCRIPTION
 AW6885
 AW6885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW6885'THIS STATION IS THE CENTER OF THE SOUTHERLY OF TWIN STACKS
 AW6885'AT THE POWER PLANT OF THE TEXAS GULF SULPHUR COMPANY.  BOTH
 AW6885'ARE PLAIN, CYLINDRICAL, RED BRICK STACKS WITH VERY SLIGHT
 AW6885'CORBEL AT THE TOP.  THEY ARE ABOUT 20 FEET IN DIAMETER AT
 AW6885'THE TOP, ABOUT 38 FEET IN DIAMETER AT THE BASE, AND ABOUT 330
 AW6885'FEET HIGH.  THEY ARE VERY PROMINENT.  THE SOUTHERLY STACK
 AW6885'APPEARS TO BE SLIGHTLY LIGHTER IN COLOR THAN THE NORTHERLY
 AW6885'ONE.  THE SOUTHERLY STACK WAS ERECTED IN 1930.
 AW6885'
 AW6885'THE SOUTHERLY STACK IS ON THE S SIDE OF THE POWER PLANT OF
 AW6885'THE SULPHUR COMPANY.  THE POWER PLANT IS IN THE NW PART OF
 AW6885'THE TOWN OF NEW GULF AND ABOUT 1/2 MILE SW OF A LARGE STORAGE
 AW6885'PILES OF SULPHUR.
 AW6885
 AW6885                          STATION RECOVERY (1952)
 AW6885
 AW6885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6885'THE STATION IS LOCATED AT THE SITE OF THE TEXAS GULF SULPHUR
 AW6885'CO. AT NEW GULF.
 AW6885'
 AW6885'IT IS THE SOUTH ONE OF TWO IDENTICAL STACKS, IS OF BRICK
 AW6885'CONSTRUCTION, IS 33.9 FEET IN DIAMETER AT THE BASE AND 20.8
 AW6885'FEET IN DIAMETER AT THE TOP AND HAS AN OVER-ALL HEIGHT OF
 AW6885'330.0 FEET.
 AW6885
 AW6885                          STATION RECOVERY (1972)
 AW6885
 AW6885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AW6885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0653 ***********************************************************************
 DP0653  DESIGNATION -  NEW HOME WATER TANK
 DP0653  PID         -  DP0653
 DP0653  STATE/COUNTY-  TX/LYNN
 DP0653  USGS QUAD   -  NEW HOME (1985)
 DP0653
 DP0653                         *CURRENT SURVEY CONTROL
 DP0653  ___________________________________________________________________
 DP0653* NAD 83(1993)-  33 19 30.30800(N)    101 54 38.40529(W)     ADJUSTED  
 DP0653* NAVD 88     -                                                        
 DP0653  ___________________________________________________________________
 DP0653  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 DP0653  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 DP0653
 DP0653  HORZ ORDER  -  THIRD
 DP0653
 DP0653.The horizontal coordinates were established by classical geodetic methods
 DP0653.and adjusted by the National Geodetic Survey in February 1996..
 DP0653
 DP0653
 DP0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0653
 DP0653.The geoid height was determined by GEOID03.
 DP0653
 DP0653;                    North         East     Units Scale Factor Converg.
 DP0653;SPC TXNC     - 2,189,056.750   282,528.740   MT  0.99988397   -1 51 36.6
 DP0653;SPC TXNC     - 7,181,930.35    926,929.71   sFT  0.99988397   -1 51 36.6
 DP0653;UTM  14      - 3,691,109.855   229,052.472   MT  1.00050521   -1 36 00.2
 DP0653
 DP0653                          SUPERSEDED SURVEY CONTROL
 DP0653
 DP0653  NAD 83(1986)-  33 19 30.31624(N)    101 54 38.39612(W) AD(       ) 4
 DP0653  NAD 27      -  33 19 29.99643(N)    101 54 36.82211(W) AD(       ) 3
 DP0653
 DP0653.Superseded values are not recommended for survey control.
 DP0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0653.See file dsdata.txt to determine how the superseded data were derived.
 DP0653
 DP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2905291110(NAD 83)
 DP0653_MARKER: 53 = ELEVATED TANK
 DP0653
 DP0653  HISTORY     - Date     Condition        Report By
 DP0653  HISTORY     - 1968     FIRST OBSERVED   USGS
 DP0653
 DP0653                          STATION DESCRIPTION
 DP0653
 DP0653'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DP0653'THE STATION IS LOCATED ABOUT 500 FEET SOUTH AND 200 FEET EAST
 DP0653'OF THE JUNCTION OF FARM TO MARKET ROADS 211 AND 1730 IN NEW
 DP0653'HOME, TEXAS.
 DP0653'
 DP0653'STATION MARK--A 100 FOOT HIGH SPHERICAL WATER TANK PAINTED
 DP0653'ALUMINUM.  POINT SIGHTED WAS THE CENTERLINE OF THE
 DP0653'STANDPIPE.  (NO FINIAL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2626 ***********************************************************************
 AX2626  DESIGNATION -  NEW LOCKHART WT SEC
 AX2626  PID         -  AX2626
 AX2626  STATE/COUNTY-  TX/CALDWELL
 AX2626  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2626
 AX2626                         *CURRENT SURVEY CONTROL
 AX2626  ___________________________________________________________________
 AX2626* NAD 83(1993)-  29 52 22.42012(N)    097 41 04.05979(W)     ADJUSTED  
 AX2626* NAVD 88     -                                                        
 AX2626  ___________________________________________________________________
 AX2626  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AX2626  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2626
 AX2626  HORZ ORDER  -  THIRD
 AX2626
 AX2626.The horizontal coordinates were established by classical geodetic methods
 AX2626.and adjusted by the National Geodetic Survey in February 1996..
 AX2626
 AX2626
 AX2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2626
 AX2626.The geoid height was determined by GEOID03.
 AX2626
 AX2626;                    North         East     Units Scale Factor Converg.
 AX2626;SPC TXSC     - 4,226,755.089   727,078.427   MT  0.99990719   +0 38 40.2
 AX2626;SPC TXSC     -13,867,278.99  2,385,423.14   sFT  0.99990719   +0 38 40.2
 AX2626;SPC TX C     - 3,025,909.481   955,899.655   MT  1.00007399   +1 21 51.6
 AX2626;SPC TX C     - 9,927,504.69  3,136,147.45   sFT  1.00007399   +1 21 51.6
 AX2626;UTM  14      - 3,305,427.713   627,047.733   MT  0.99979915   +0 39 19.2
 AX2626
 AX2626                          SUPERSEDED SURVEY CONTROL
 AX2626
 AX2626  NAD 83(1986)-  29 52 22.43738(N)    097 41 04.04628(W) AD(       ) 4
 AX2626  NAD 27      -  29 52 21.63780(N)    097 41 03.03990(W) AD(       ) 3
 AX2626
 AX2626.Superseded values are not recommended for survey control.
 AX2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2626.See file dsdata.txt to determine how the superseded data were derived.
 AX2626
 AX2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2704805428(NAD 83)
 AX2626_MARKER: 53 = ELEVATED TANK
 AX2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2626+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2626
 AX2626  HISTORY     - Date     Condition        Report By
 AX2626  HISTORY     - 1963     FIRST OBSERVED   USGS
 AX2626  HISTORY     - 19930808 GOOD             USPSQD
 AX2626  HISTORY     - 19990925 GOOD             USPSQD
 AX2626  HISTORY     - 20030517 GOOD             USPSQD
 AX2626  HISTORY     - 20050222 GOOD             USPSQD
 AX2626
 AX2626                          STATION DESCRIPTION
 AX2626
 AX2626'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2626'STATION LOCATED NEAR THE SW. CORNER OF THE TOWN OF LOCKHART, THE
 AX2626'COUNTY SEAT OF CALDWELL CO., TEXAS.  IT IS A SIX LEGGED STRUCTURE
 AX2626'SUPPORTING A WATER TANK PAINTED SILVER.
 AX2626'
 AX2626'POINT INTERSECTED--THE TANK IS DOMED TOPPED, SO OBSERVATIONS WERE
 AX2626'MADE ON THE VERTICAL STAND PIPE BENEATH THE TANK.
 AX2626
 AX2626                          STATION RECOVERY (1993)
 AX2626
 AX2626'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2626'RECOVERED IN GOOD CONDITION.
 AX2626
 AX2626                          STATION RECOVERY (1999)
 AX2626
 AX2626'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2626'RECOVERED IN GOOD CONDITION.
 AX2626
 AX2626                          STATION RECOVERY (2003)
 AX2626
 AX2626'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2626'RECOVERED IN GOOD CONDITION.
 AX2626
 AX2626                          STATION RECOVERY (2005)
 AX2626
 AX2626'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0765 ***********************************************************************
 CV0765  DESIGNATION -  NEW MEX TEX BDRY MI COR 53
 CV0765  PID         -  CV0765
 CV0765  STATE/COUNTY-  TX/LOVING
 CV0765  USGS QUAD   -  RED BLUFF (1968)
 CV0765
 CV0765                         *CURRENT SURVEY CONTROL
 CV0765  ___________________________________________________________________
 CV0765* NAD 83(1993)-  32 00 00.37957(N)    103 58 04.25886(W)     ADJUSTED  
 CV0765* NAVD 88     -       880.14   (+/-2cm)    2887.6    (feet)  VERTCON   
 CV0765  ___________________________________________________________________
 CV0765  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 CV0765  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CV0765
 CV0765  HORZ ORDER  -  SECOND
 CV0765  VERT ORDER  -  THIRD ? (See Below)
 CV0765
 CV0765.The horizontal coordinates were established by classical geodetic methods
 CV0765.and adjusted by the National Geodetic Survey in February 1996..
 CV0765
 CV0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0765.The vertical order pertains to the NGVD 29 superseded value.
 CV0765
 CV0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0765
 CV0765.The geoid height was determined by GEOID03.
 CV0765
 CV0765;                    North         East     Units Scale Factor Converg.
 CV0765;SPC TX C     - 3,264,299.012   356,613.135   MT  1.00003346   -1 52 19.2
 CV0765;SPC TX C     -10,709,621.01  1,169,988.26   sFT  1.00003346   -1 52 19.2
 CV0765;SPC NM E     -   110,938.087   199,532.623   MT  0.99992379   +0 11 37.2
 CV0765;SPC NM E     -   363,969.37    654,633.28   sFT  0.99992379   +0 11 37.2
 CV0765;UTM  13      - 3,540,912.762   597,494.332   MT  0.99971722   +0 32 49.2
 CV0765
 CV0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0765!SPC TX C     -   0.99986585  x   1.00003346  =   0.99989931
 CV0765!SPC NM E     -   0.99986585  x   0.99992379  =   0.99978965
 CV0765!UTM  13      -   0.99986585  x   0.99971722  =   0.99958311
 CV0765
 CV0765                          SUPERSEDED SURVEY CONTROL
 CV0765
 CV0765  NAD 83(1993)-  32 00 00.37977(N)    103 58 04.25814(W) AD(       ) 2
 CV0765  NAD 83(1986)-  32 00 00.37930(N)    103 58 04.25765(W) AD(       ) 2
 CV0765  NAD 27      -  31 59 59.93000(N)    103 58 02.53000(W) AD(       ) 2
 CV0765  NGVD 29 (07/19/86)  879.68   (m)         2886.1    (f) LEVELING    3  
 CV0765
 CV0765.Superseded values are not recommended for survey control.
 CV0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0765.See file dsdata.txt to determine how the superseded data were derived.
 CV0765
 CV0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER9749440913(NAD 83)
 CV0765_MARKER: P = PIPE CAP
 CV0765_SETTING: 0 = UNSPECIFIED SETTING
 CV0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0765
 CV0765  HISTORY     - Date     Condition        Report By
 CV0765  HISTORY     - 1922     MONUMENTED       CGS
 CV0765
 CV0765                          STATION DESCRIPTION
 CV0765
 CV0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 CV0765'STATION IS ABOUT 7 MILES NE OF ANGELES, ON AN UNDULATING
 CV0765'RIDGE WHICH BEARS N AND S, 10.00 CHAINS (660 FEET) E OF
 CV0765'BEGINNING OF DESCENT TO THE PECOS RIVER, 58.40 CHAINS (3,584
 CV0765'FEET) E OF THE PECOS RIVER, 65.81 CHAINS (4,343 FEET) N 89
 CV0765'DEG 58 MIN 30 SEC E, E OF PECOS MONUMENT (CLARK MONUMENT NO.
 CV0765'25), APPROXIMATELY 12.50 CHAINS (825 FEET) W OF SE CORNER OF
 CV0765'FRACTIONAL SEC. 34, T. 26 S., R. 29 E., NEW MEXICO PRINCIPAL
 CV0765'MERIDIAN, AND 471.174 METERS (1,545.84 FEET) N 24 DEG 46 MIN E.
 CV0765'FROM STATION MILE CORNER 53 ECCENTRIC.
 CV0765'
 CV0765'MARK IS A 3-INCH IRON PIPE, 36 INCHES LONG FILLED WITH CONCRETE,
 CV0765'FLANGED AT BOTTOM, SET 26 INCHES IN GROUND, AND SURMOUNTED BY
 CV0765'BRASS CAP INSCRIBED NEW MEXICO-TEXAS CLARK BOUNDARY 1859.
 CV0765'MILE CORNER NO. 53.  GENERAL LAND OFFICE RE-ESTABLISHMENT, 1911,
 CV0765'UNITED STATES BOUNDARY COMMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0908 ***********************************************************************
 CD0908  DESIGNATION -  NEW MEX TEX BDRY MI COR 61
 CD0908  PID         -  CD0908
 CD0908  STATE/COUNTY-  TX/CULBERSON
 CD0908  USGS QUAD   -  SCREW BEAN DRAW NE (1973)
 CD0908
 CD0908                         *CURRENT SURVEY CONTROL
 CD0908  ___________________________________________________________________
 CD0908* NAD 83(1993)-  31 59 59.83510(N)    104 06 14.93533(W)     ADJUSTED  
 CD0908* NAVD 88     -       950.     (meters)    3117.     (feet)  SCALED    
 CD0908  ___________________________________________________________________
 CD0908  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CD0908  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CD0908
 CD0908  HORZ ORDER  -  SECOND
 CD0908
 CD0908.The horizontal coordinates were established by classical geodetic methods
 CD0908.and adjusted by the National Geodetic Survey in February 1996..
 CD0908
 CD0908.The orthometric height was scaled from a topographic map.
 CD0908
 CD0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0908
 CD0908.The geoid height was determined by GEOID03.
 CD0908
 CD0908;                    North         East     Units Scale Factor Converg.
 CD0908;SPC TX C     - 3,264,710.874   343,739.963   MT  1.00003341   -1 56 31.9
 CD0908;SPC TX C     -10,710,972.26  1,127,753.53   sFT  1.00003341   -1 56 31.9
 CD0908;SPC NM E     -   110,885.903   186,654.443   MT  0.99991487   +0 07 17.2
 CD0908;SPC NM E     -   363,798.17    612,382.12   sFT  0.99991487   +0 07 17.2
 CD0908;UTM  13      - 3,540,781.194   584,619.508   MT  0.99968831   +0 28 29.1
 CD0908
 CD0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0908!SPC TX C     -   0.99985477  x   1.00003341  =   0.99988818
 CD0908!SPC NM E     -   0.99985477  x   0.99991487  =   0.99976966
 CD0908!UTM  13      -   0.99985477  x   0.99968831  =   0.99954313
 CD0908
 CD0908                          SUPERSEDED SURVEY CONTROL
 CD0908
 CD0908  NAD 83(1993)-  31 59 59.83491(N)    104 06 14.93477(W) AD(       ) 2
 CD0908  NAD 83(1986)-  31 59 59.83484(N)    104 06 14.93292(W) AD(       ) 2
 CD0908  NAD 27      -  31 59 59.40000(N)    104 06 13.18000(W) AD(       ) 2
 CD0908
 CD0908.Superseded values are not recommended for survey control.
 CD0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0908.See file dsdata.txt to determine how the superseded data were derived.
 CD0908
 CD0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER8462040781(NAD 83)
 CD0908_MARKER: P = PIPE CAP
 CD0908_SETTING: 0 = UNSPECIFIED SETTING
 CD0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0908
 CD0908  HISTORY     - Date     Condition        Report By
 CD0908  HISTORY     - 1922     MONUMENTED       CGS
 CD0908
 CD0908                          STATION DESCRIPTION
 CD0908
 CD0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 CD0908'$
 CD0908'STATION IS ABOUT 7 MILES NW OF ANGELES, ON ROLLING GROUND,
 CD0908'19.84 CHAINS (1,309 FEET) W OF SE CORNER OF FRACTIONAL SEC.
 CD0908'32, T. 26 S., R. 28 E., NEW MEXICO PRINCIPAL MERIDIAN, AND
 CD0908'562.58 METERS (1,845.7 FEET) N 58 DEG 32 MIN E.
 CD0908'FROM STATION MILE CORNER 61 ECCENTRIC.  CLARK MONUMENT
 CD0908'NO. 22 BEARS S 89 DEG 56 MIN E, DISTANT 21.955 CHAINS (1,449
 CD0908'FEET).  MARKED BY 3-INCH IRON PIPE, 36 INCHES LONG, FILLED
 CD0908'WITH CONCRETE, FLANGED AT BOTTOM, SET 23 INCHES IN GROUND,
 CD0908'AND SURMOUNTED BY BRASS CAP INSCRIBED NEW MEXICO-TEXAS
 CD0908'CLARK BOUNDARY, 1859, MILE CORNER NO. 61 GENERAL LAND OFFICE
 CD0908'RE-ESTABLISHMENT, 1911, UNITED STATES BOUNDARY COMMISSION.
 CD0908'A MOUND OF STONE WITH 3-FOOT BASE, 2-1/2 FEET HIGH, IS E
 CD0908'OF CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5547 ***********************************************************************
 AH5547  DESIGNATION -  NEW PEARSALL WT SEC
 AH5547  PID         -  AH5547
 AH5547  STATE/COUNTY-  TX/FRIO
 AH5547  USGS QUAD   -  PEARSALL NORTH (1982)
 AH5547
 AH5547                         *CURRENT SURVEY CONTROL
 AH5547  ___________________________________________________________________
 AH5547* NAD 83(1993)-  28 53 48.16835(N)    099 05 06.96109(W)     ADJUSTED  
 AH5547* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 AH5547  ___________________________________________________________________
 AH5547  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AH5547  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AH5547
 AH5547  HORZ ORDER  -  THIRD
 AH5547
 AH5547.The horizontal coordinates were established by classical geodetic methods
 AH5547.and adjusted by the National Geodetic Survey in July 1998..
 AH5547
 AH5547.The orthometric height was scaled from a topographic map.
 AH5547
 AH5547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5547
 AH5547.The geoid height was determined by GEOID03.
 AH5547
 AH5547;                    North         East     Units Scale Factor Converg.
 AH5547;SPC TXSC     - 4,117,854.827   591,684.330   MT  0.99989229   -0 02 30.4
 AH5547;SPC TXSC     -13,509,995.38  1,941,217.67   sFT  0.99989229   -0 02 30.4
 AH5547;UTM  14      - 3,196,545.426   491,686.759   MT  0.99960085   -0 02 28.3
 AH5547
 AH5547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5547!SPC TXSC     -   0.99997270  x   0.99989229  =   0.99986500
 AH5547!UTM  14      -   0.99997270  x   0.99960085  =   0.99957356
 AH5547
 AH5547                          SUPERSEDED SURVEY CONTROL
 AH5547
 AH5547.No superseded survey control is available for this station.
 AH5547
 AH5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9168796545(NAD 83)
 AH5547_MARKER: 51 = TANK
 AH5547
 AH5547  HISTORY     - Date     Condition        Report By
 AH5547  HISTORY     - 1964     FIRST OBSERVED   USGS
 AH5547
 AH5547                          STATION DESCRIPTION
 AH5547
 AH5547'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH5547'STATION LOCATED AT THE NE. EDGE OF PEARSALL, TEXAS, ABOUT 100 YDS. SE.
 AH5547'OF THE INTERSECTION OF BIGFOOT ROAD AND MARGO DRIVE.  IT IS ALMOST 0.8
 AH5547'MI. N. OF THE --PEARSALL TANK-- INTERSECTED BY THE NGS IN 1935.
 AH5547'STATION MARK--A SIX-LEGGED STEEL STRUCTURE ABOUT 120 FT. HIGH, PAINTED
 AH5547'SILVER, AND IS INSIDE A FENCED AND LOCKED ENCLOSURE.  THE PART
 AH5547'OBSERVED ON WAS THE VENT ATOP THE TANK, THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0767 ***********************************************************************
 BN0767  DESIGNATION -  NEW RESET
 BN0767  PID         -  BN0767
 BN0767  STATE/COUNTY-  TX/KIMBLE
 BN0767  USGS QUAD   -  TOBE BRANCH (1974)
 BN0767
 BN0767                         *CURRENT SURVEY CONTROL
 BN0767  ___________________________________________________________________
 BN0767* NAD 83(1993)-  30 23 58.29001(N)    099 32 27.28796(W)     ADJUSTED  
 BN0767* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 BN0767  ___________________________________________________________________
 BN0767  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 BN0767  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BN0767
 BN0767  HORZ ORDER  -  THIRD
 BN0767
 BN0767.The horizontal coordinates were established by classical geodetic methods
 BN0767.and adjusted by the National Geodetic Survey in February 1996..
 BN0767
 BN0767.The orthometric height was scaled from a topographic map.
 BN0767
 BN0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0767
 BN0767.The geoid height was determined by GEOID03.
 BN0767
 BN0767;                    North         East     Units Scale Factor Converg.
 BN0767;SPC TX C     - 3,081,513.199   776,144.064   MT  0.99993652   +0 24 29.3
 BN0767;SPC TX C     -10,109,931.22  2,546,399.32   sFT  0.99993652   +0 24 29.3
 BN0767;SPC TXSC     - 4,284,537.976   548,017.943   MT  1.00003563   -0 15 54.0
 BN0767;SPC TXSC     -14,056,855.01  1,797,955.53   sFT  1.00003563   -0 15 54.0
 BN0767;UTM  14      - 3,363,181.423   448,040.022   MT  0.99963331   -0 16 25.4
 BN0767
 BN0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0767!SPC TX C     -   0.99989571  x   0.99993652  =   0.99983223
 BN0767!SPC TXSC     -   0.99989571  x   1.00003563  =   0.99993133
 BN0767!UTM  14      -   0.99989571  x   0.99963331  =   0.99952906
 BN0767
 BN0767:                Primary Azimuth Mark                     Grid Az
 BN0767:SPC TX C     -  NEW AZ MK                                088 04 37.7
 BN0767:SPC TXSC     -  NEW AZ MK                                088 45 01.0
 BN0767:UTM  14      -  NEW AZ MK                                088 45 32.4
 BN0767
 BN0767|---------------------------------------------------------------------|
 BN0767| PID    Reference Object                     Distance      Geod. Az  |
 BN0767|                                                           dddmmss.s |
 BN0767| CV4908 NEW AZ MK                                          0882907.0 |
 BN0767| CV4909 NEW RM 1                             11.632 METERS 09021     |
 BN0767| CV4911 NEW RM 3                             19.788 METERS 10017     |
 BN0767| CV4910 NEW RM 2                             16.977 METERS 17315     |
 BN0767| BN0768 CEDAR                               APPROX. 4.9 KM 2814820.3 |
 BN0767|---------------------------------------------------------------------|
 BN0767
 BN0767                          SUPERSEDED SURVEY CONTROL
 BN0767
 BN0767  NAD 83(1986)-  30 23 58.29705(N)    099 32 27.27815(W) AD(       ) 3
 BN0767  NAD 27      -  30 23 57.61000(N)    099 32 26.08100(W) AD(       ) 3
 BN0767
 BN0767.Superseded values are not recommended for survey control.
 BN0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0767.See file dsdata.txt to determine how the superseded data were derived.
 BN0767
 BN0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU4804063181(NAD 83)
 BN0767_MARKER: DS = TRIANGULATION STATION DISK
 BN0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0767_STAMPING: NEW 1944 1976
 BN0767_MARK LOGO: NGS   
 BN0767_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BN0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0767+STABILITY: SURFACE MOTION
 BN0767
 BN0767  HISTORY     - Date     Condition        Report By
 BN0767  HISTORY     - 1976     MONUMENTED       NGS
 BN0767  HISTORY     - 19830323 GOOD             NGS
 BN0767
 BN0767                          STATION DESCRIPTION
 BN0767
 BN0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BN0767'THE STATION SURFACE MARK AND REFERENCE MARK NO 1, WERE FOUND TO HAVE
 BN0767'BEEN DESTROYED.  THE STATION SUB-SURFACE MARK, REFERENCE MARK NO 2,
 BN0767'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 BN0767'DISTANCE AND DIRECTION TO REFERENCE MARK NO 2 WAS VERIFIED.  STATION
 BN0767'SURFACE MARK AND REFERENCE MARK 3 WERE ESTABLISHED AT THIS TIME.  A
 BN0767'NEW AND COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 15
 BN0767'MILES (24.1 KM) SOUTHEAST OF JUNCTION, 8 MILES (12.9 KM)
 BN0767'EAST-SOUTHEAST OF SEGOVIA, 4-1/2 MILES EAST OF U.S HIGHWAY 290 (I.S
 BN0767'10) , AND ON THE SOUTH RIGHT-OF-WAY OF FARM ROAD 1534.  TO REACH THE
 BN0767'STATION FROM THE INTERSECTION OF U.S HIGHWAY 290 (I.S 10) AND FARM
 BN0767'ROAD 2169 (OLD U.S HWY 290) IN SEGOVIA.  GO SOUTH ON FARM ROAD 2169
 BN0767'FOR 3.5 MILES (5.6 KM) TO THE JUNCTION OF FARM ROAD 1534.  TURN LEFT
 BN0767'AND GO EAST ON FARM ROAD 2169 FOR 4.9 MILES (7.9 KM) TO A GATE AND
 BN0767'TRACK ROAD ON EACH SIDE OF THE ROAD AND STATION ON THE RIGHT, EAST OF
 BN0767'THE GATE.  STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 BN0767'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED--NEW 1944
 BN0767'1976--.  IT IS 42 FT (12.8 M) EAST OF THE CENTER OF A TRACK ROAD, 38
 BN0767'FT (11.6 M) NORTHEAST OF A T FENCE-CORNER, 37 FT (11.3 M) SOUTH OF THE
 BN0767'CENTER-LINE OF FARM ROAD 1534, AND 15 FT (4.6 M) NORTH OF FENCE-LINE
 BN0767'AND WITNESS SIGN.  REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A
 BN0767'DRILL HOLE, IN BEDROCK THAT IS FLUSH WITH THE GROUND AND IS
 BN0767'STAMPED--NEW NO 2 1944--.  IT IS 59 FT (18.0 M) SOUTHEAST OF A T
 BN0767'FENCE-CORNER, 43 FT (13.1 M) EAST OF THE FENCE-LINE AND 41 FT (12.5 M)
 BN0767'SOUTH OF THE FENCE-LINE.  REFERENCE MARK NO 3 IS A STANDARD DISK, SET
 BN0767'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND AND IS
 BN0767'STAMPED--NEW 1944 NO 3 1976--.  IT IS 99 FT (30.2 M) EAST OF A T
 BN0767'FENCE-CORNER, 48 FT (14.6 M) SOUTH OF THE CENTER-LINE OF ROAD, 48 FT
 BN0767'(14.6 M) WEST OF HIGHWAY SURVEY STATION NO 260, AND 3.6 FT (1.1 M)
 BN0767'NORTH OF THE FENCE-LINE.  AZIMUTH MARK IS A STANDARD DISK, SET IN A
 BN0767'DRILL HOLE, IN BEDROCK THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 BN0767'--NEW 1944--.  IT IS ABOUT 100 FT (30.5 M) WEST-NORTHWEST OF WHERE THE
 BN0767'ROAD PASSES OVER THE TOP OF RIDGE, 58 FT (17.7 M) NORTH OF THE CENTER
 BN0767'OF ROAD, 27 FT (8.2 M) NORTH OF THE FENCE-LINE, AND ON THE WEST SLOPE
 BN0767'OF THE LOW RIDGE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST
 BN0767'ON MAIN ROAD FOR 0.5 MILE (0.8 KM) TO MARK ON THE LEFT.
 BN0767
 BN0767                          STATION RECOVERY (1983)
 BN0767
 BN0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 BN0767'STATION AND RERFERENCE MARK 3 WAS FOUND IN GOOD CONDITION.  REFERENCE
 BN0767'MARK 2 WAS NOT FOUND.  A NEW REFERENCE MARK WAS SET AT THIS TIME. THE
 BN0767'AZIMUTH MARK WAS NOT FOUND, AND NO SUITABLE PLACE WAS FOUND TO PUT A
 BN0767'NEW ONE.  THE STATION IS LOCATED 32.0 KM (19.90 MI) SOUTHEAST OF
 BN0767'JUNCTION, 8.8 KM (5.45 MI) EAST OF INTERSTATE HIGHWAY 10 AND ON A
 BN0767'RIDGE ALONG THE SOUTH RIGHT-OF-WAY OF FARM-MARKET ROAD 479.  TO REACH
 BN0767'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND FM 2169 IN SEGOVIA,
 BN0767'WHICH IS 16.00 KM (9.95 MI) SOUTHEAST OF JUNCTION, GO SOUTHERLY ON FM
 BN0767'2169 FOR 5.76 KM (3.55 MI) TO THE JUNCTION WITH FM 479.  TURN LEFT AND
 BN0767'GO EAST ON FM 479 FOR 7.68 KM (4.75 MI) TO THE STATION ON THE SOUTH
 BN0767'RIGHT-OF-WAY.  STATION MARK IS A STANDARD DISK, STAMPED---NEW 1944---,
 BN0767'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BN0767'IT IS 10.97 METERS (35.99 FT) SOUTH OF THE CENTER OF THE ROAD, 13.72
 BN0767'METERS (45.01 FT) NORTHEAST OF THE CENTER OF A GATE AND 4.48 METERS
 BN0767'(14.70 FT) NORTH OF A FENCE AND METAL WITNESS POST. REFERENCE MARK 3,
 BN0767'STAMPED---NEW NO 3 1975---, IS A STANDARD DISK SET IN A DRILL HOLE IN
 BN0767'AN OUTCROP OF ROCK WHICH IS FLUSH WITH THE GROUND.  IT IS 17.68 METERS
 BN0767'(58.01 FT) SOUTH OF THE CENTER OF THE ROAD AND 1.04 METERS (3.41 FT)
 BN0767'NORTH OF THE FENCE.  REFERENCE MARK 4, STAMPED---NEW NO 4 1983---, IS
 BN0767'A STANDARD DISK SET IN A DRILL HOLE OF A ROCK OUTCROP THAT PROJECTS
 BN0767'7.2 CM.  IT IS 14.94 METERS (49.02 FT) SOUTH OF THE CENTER OF THE
 BN0767'ROAD, 1.68 METERS (5.51 FT) NORTH-NORTHWEST OF A POWER-LINE POLE AND
 BN0767'0.61 METER (2.00 FT) NORTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9963 ***********************************************************************
 AG9963  DESIGNATION -  NEW SWEDEN LUTH CH SEC
 AG9963  PID         -  AG9963
 AG9963  STATE/COUNTY-  TX/TRAVIS
 AG9963  USGS QUAD   -  COUPLAND (1982)
 AG9963
 AG9963                         *CURRENT SURVEY CONTROL
 AG9963  ___________________________________________________________________
 AG9963* NAD 83(1993)-  30 24 21.10145(N)    097 29 11.36447(W)     ADJUSTED  
 AG9963* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 AG9963  ___________________________________________________________________
 AG9963  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AG9963  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AG9963
 AG9963  HORZ ORDER  -  THIRD
 AG9963
 AG9963.The horizontal coordinates were established by classical geodetic methods
 AG9963.and adjusted by the National Geodetic Survey in July 1998..
 AG9963
 AG9963.The orthometric height was scaled from a topographic map.
 AG9963
 AG9963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9963
 AG9963.The geoid height was determined by GEOID03.
 AG9963
 AG9963;                    North         East     Units Scale Factor Converg.
 AG9963;SPC TX C     - 3,085,444.373   973,509.171   MT  0.99993538   +1 27 58.7
 AG9963;SPC TX C     -10,122,828.75  3,193,921.34   sFT  0.99993538   +1 27 58.7
 AG9963;UTM  14      - 3,364,731.499   645,385.181   MT  0.99986076   +0 45 58.2
 AG9963
 AG9963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9963!SPC TX C     -   0.99997973  x   0.99993538  =   0.99991512
 AG9963!UTM  14      -   0.99997973  x   0.99986076  =   0.99984050
 AG9963
 AG9963                          SUPERSEDED SURVEY CONTROL
 AG9963
 AG9963.No superseded survey control is available for this station.
 AG9963
 AG9963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4538564731(NAD 83)
 AG9963_MARKER: 90 = CHURCH SPIRE
 AG9963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9963+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 AG9963
 AG9963  HISTORY     - Date     Condition        Report By
 AG9963  HISTORY     - 1954     FIRST OBSERVED   USGS
 AG9963  HISTORY     - 20010224 GOOD             USPSQD
 AG9963  HISTORY     - 20030308 GOOD             USPSQD
 AG9963
 AG9963                          STATION DESCRIPTION
 AG9963
 AG9963'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9963'AN INTERSECTION STATION LOCATED ABOUT 6 MI. NE. OF MANOR AND 1 MI. E.
 AG9963'OF THE SMALL SETTLEMENT OF NEW SWEDEN.
 AG9963'THE CHURCH IS A WHITE FRAME STRUCTURE, THE SPIRE IS ABOUT 110 FT. IN
 AG9963'HEIGHT AND IS ON THE NORTHEAST CORNER OF THE CHURCH.
 AG9963'POINT INTERSECTED--CROSS ON TOP OF SPIRE.
 AG9963
 AG9963                          STATION RECOVERY (2001)
 AG9963
 AG9963'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 AG9963'RECOVERED IN GOOD CONDITION.
 AG9963
 AG9963                          STATION RECOVERY (2003)
 AG9963
 AG9963'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 AG9963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2705 ***********************************************************************
 AX2705  DESIGNATION -  NEW TAITON ST JOHNS CATH CH CR
 AX2705  PID         -  AX2705
 AX2705  STATE/COUNTY-  TX/WHARTON
 AX2705  USGS QUAD   -  NEW TAITON (1981)
 AX2705
 AX2705                         *CURRENT SURVEY CONTROL
 AX2705  ___________________________________________________________________
 AX2705* NAD 83(1993)-  29 18 32.43381(N)    096 20 01.52249(W)     ADJUSTED  
 AX2705* NAVD 88     -                                                        
 AX2705  ___________________________________________________________________
 AX2705  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AX2705  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX2705
 AX2705  HORZ ORDER  -  THIRD
 AX2705
 AX2705.The horizontal coordinates were established by classical geodetic methods
 AX2705.and adjusted by the National Geodetic Survey in February 1996..
 AX2705
 AX2705
 AX2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2705
 AX2705.The geoid height was determined by GEOID03.
 AX2705
 AX2705;                    North         East     Units Scale Factor Converg.
 AX2705;SPC TXSC     - 4,166,495.881   858,961.596   MT  0.99986334   +1 18 22.4
 AX2705;SPC TXSC     -13,669,578.57  2,818,109.84   sFT  0.99986334   +1 18 22.4
 AX2705;UTM  14      - 3,245,172.921   758,964.841   MT  1.00042760   +1 18 21.3
 AX2705
 AX2705                          SUPERSEDED SURVEY CONTROL
 AX2705
 AX2705  NAD 83(1986)-  29 18 32.44757(N)    096 20 01.50796(W) AD(       ) 4
 AX2705  NAD 27      -  29 18 31.55447(N)    096 20 00.63185(W) AD(       ) 3
 AX2705
 AX2705.Superseded values are not recommended for survey control.
 AX2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2705.See file dsdata.txt to determine how the superseded data were derived.
 AX2705
 AX2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5896545173(NAD 83)
 AX2705_MARKER: 91 = CHURCH CROSS
 AX2705
 AX2705  HISTORY     - Date     Condition        Report By
 AX2705  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2705
 AX2705                          STATION DESCRIPTION
 AX2705
 AX2705'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2705'THE STATION IS THE WOODEN CROSS ATOP THE SPIRE OF THE ST. JOHNS
 AX2705'CATHOLIC CHURCH WHICH IS LOCATED 0.5 EAST OF NEW TAITON.  THE CURCH
 AX2705'IS A WOODEN BUILDING AND THE CROSS IS APPROXIMATELY 55 FEET ABOVE
 AX2705'THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2763 ***********************************************************************
 AX2763  DESIGNATION -  NEW ULM
 AX2763  PID         -  AX2763
 AX2763  STATE/COUNTY-  TX/AUSTIN
 AX2763  USGS QUAD   -  INDUSTRY (1981)
 AX2763
 AX2763                         *CURRENT SURVEY CONTROL
 AX2763  ___________________________________________________________________
 AX2763* NAD 83(1993)-  29 54 02.77809(N)    096 31 37.31307(W)     ADJUSTED  
 AX2763* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 AX2763  ___________________________________________________________________
 AX2763  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AX2763  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX2763
 AX2763  HORZ ORDER  -  SECOND
 AX2763
 AX2763.The horizontal coordinates were established by classical geodetic methods
 AX2763.and adjusted by the National Geodetic Survey in February 1996..
 AX2763
 AX2763.The orthometric height was scaled from a topographic map.
 AX2763
 AX2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2763
 AX2763.The geoid height was determined by GEOID03.
 AX2763
 AX2763;                    North         East     Units Scale Factor Converg.
 AX2763;SPC TXSC     - 4,231,655.185   838,805.716   MT  0.99991186   +1 12 41.5
 AX2763;SPC TXSC     -13,883,355.39  2,751,981.75   sFT  0.99991186   +1 12 41.5
 AX2763;SPC TX C     - 3,032,242.186 1,067,572.756   MT  1.00006463   +1 57 37.7
 AX2763;SPC TX C     - 9,948,281.24  3,502,528.28   sFT  1.00006463   +1 57 37.7
 AX2763;UTM  14      - 3,310,360.005   738,786.591   MT  1.00030355   +1 14 00.1
 AX2763
 AX2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2763!SPC TXSC     -   0.99998304  x   0.99991186  =   0.99989490
 AX2763!SPC TX C     -   0.99998304  x   1.00006463  =   1.00004767
 AX2763!UTM  14      -   0.99998304  x   1.00030355  =   1.00028658
 AX2763
 AX2763|---------------------------------------------------------------------|
 AX2763| PID    Reference Object                     Distance      Geod. Az  |
 AX2763|                                                           dddmmss.s |
 AX2763| CV6612 NEW ULM RM 2                         23.762 METERS 13031     |
 AX2763| AX2422 NEW ULM AZ MK                                      2370252.7 |
 AX2763| CV6611 NEW ULM RM 1                         31.736 METERS 25320     |
 AX2763|---------------------------------------------------------------------|
 AX2763
 AX2763                          SUPERSEDED SURVEY CONTROL
 AX2763
 AX2763  NAD 83(1986)-  29 54 02.79394(N)    096 31 37.29837(W) AD(       ) 2
 AX2763  NAD 27      -  29 54 01.97800(N)    096 31 36.40000(W) AD(       ) 2
 AX2763
 AX2763.Superseded values are not recommended for survey control.
 AX2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2763.See file dsdata.txt to determine how the superseded data were derived.
 AX2763
 AX2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3878710360(NAD 83)
 AX2763_MARKER: DS = TRIANGULATION STATION DISK
 AX2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2763
 AX2763  HISTORY     - Date     Condition        Report By
 AX2763  HISTORY     - 1954     MONUMENTED       CGS
 AX2763  HISTORY     - 19991017 GOOD             USPSQD
 AX2763
 AX2763                          STATION DESCRIPTION
 AX2763
 AX2763'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2763'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF NEW ULM,
 AX2763'ON THE HIGHEST POINT OF A WOODED RIDGE THAT IS THE PROPERTY
 AX2763'OF PETER MINER, NEW ULM, TEXAS.
 AX2763'
 AX2763'TO REACH THE STATION FROM THE NEW ULM ELECTRIC CO. IN NEW
 AX2763'ULM, GO WESTERLY ON A SANDY ROAD, ON NORTH SIDE OF RAILROAD
 AX2763'TRACKS 2.4 MILES TO A ROAD LEFT AND A TRACK ROAD RIGHT.  TURN
 AX2763'RIGHT, PASS THROUGH GATE, TURN RIGHT AND GO EASTERLY ABOUT
 AX2763'100 FEET TO THE STATION.
 AX2763'
 AX2763'THE STATION MARK IS A STANDARD DISK STAMPED NEW ULM 1954,
 AX2763'THAT IS SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 AX2763'IT IS 94 FEET NORTH OF THE CENTER LINE OF A BLADED ROAD,
 AX2763'84 FEET EAST OF THE CENTER LINE OF A TRACK ROAD AND 3 FEET
 AX2763'NORTHWEST OF A WITNESS POST.
 AX2763'
 AX2763'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NEW ULM NO 1 1954,
 AX2763'THAT IS SET IN A CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 AX2763'IT IS 20 FEET NORTH OF THE CENTER LINE OF A BLADED ROAD AND
 AX2763'1.5 FEET NORTH OF A WIRE FENCE.
 AX2763'
 AX2763'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NEW ULM NO 2 1954,
 AX2763'THAT IS SET IN A CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 AX2763'IT IS 83 FEET NORTH OF THE CENTER LINE OF A BLADED ROAD.
 AX2763'
 AX2763'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NEW ULM 1954,
 AX2763'THAT IS SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 AX2763'IT IS 60 FEET SOUTH OF THE MISSOURI-KANSAS RAILROAD TRACKS, 18
 AX2763'FEET SOUTHEAST OF THE CENTER LINE OF A ROAD AND 4 FEET NORTH
 AX2763'OF A WITNESS POST.
 AX2763'
 AX2763'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 AX2763'ON A SANDY ROAD 0.3 MILE TO THE RAILROAD TRACKS AND THE MARK
 AX2763'60 FEET BEYOND.
 AX2763'
 AX2763'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AX2763
 AX2763                          STATION RECOVERY (1999)
 AX2763
 AX2763'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2422 ***********************************************************************
 AX2422  DESIGNATION -  NEW ULM AZ MK
 AX2422  PID         -  AX2422
 AX2422  STATE/COUNTY-  TX/COLORADO
 AX2422  USGS QUAD   -  INDUSTRY (1981)
 AX2422
 AX2422                         *CURRENT SURVEY CONTROL
 AX2422  ___________________________________________________________________
 AX2422* NAD 83(1986)-  29 53 55.     (N)    096 31 53.     (W)     SCALED    
 AX2422* NAVD 88     -       117.574  (meters)     385.74   (feet)  ADJUSTED  
 AX2422  ___________________________________________________________________
 AX2422  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX2422  DYNAMIC HT  -         117.413 (meters)     385.21  (feet)  COMP
 AX2422  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 AX2422  OBS GRAVITY -     979,266.0   (mgal)                       GRAV_OBS
 AX2422
 AX2422  VERT ORDER  -  FIRST     CLASS I
 AX2422
 AX2422.The horizontal coordinates were scaled from a topographic map and have
 AX2422.an estimated accuracy of +/- 6 seconds.
 AX2422
 AX2422.The orthometric height was determined by differential leveling
 AX2422.and adjusted by the National Geodetic Survey in June 1991..
 AX2422
 AX2422.The geoid height was determined by GEOID03.
 AX2422
 AX2422.The dynamic height is computed by dividing the NAVD 88
 AX2422.geopotential number by the normal gravity value computed on the
 AX2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2422.degrees latitude (g = 980.6199 gals.).
 AX2422
 AX2422.The modeled gravity was interpolated from observed gravity values.
 AX2422.The observed gravity was obtained from relative gravimeter ties
 AX2422.to the IGSN71 gravity network.
 AX2422
 AX2422;                    North         East    Units  Estimated Accuracy
 AX2422;SPC TXSC     - 4,231,410.      838,390.      MT  (+/- 180 meters Scaled)
 AX2422
 AX2422                          SUPERSEDED SURVEY CONTROL
 AX2422
 AX2422  NGVD 29 (12/23/87)  117.539  (m)          385.63   (f) ADJUSTED    1 1
 AX2422
 AX2422.Superseded values are not recommended for survey control.
 AX2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2422.See file dsdata.txt to determine how the superseded data were derived.
 AX2422
 AX2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU383101(NAD 83)
 AX2422_MARKER: DZ = AZIMUTH MARK DISK
 AX2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2422_SP_SET: CONCRETE POST
 AX2422_STAMPING: NEW ULM 1954
 AX2422_MARK LOGO: CGS   
 AX2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2422+STABILITY: SURFACE MOTION
 AX2422
 AX2422  HISTORY     - Date     Condition        Report By
 AX2422  HISTORY     - 1954     MONUMENTED       CGS
 AX2422  HISTORY     - 1978     GOOD             NGS
 AX2422  HISTORY     - 1986     GOOD             NGS
 AX2422  HISTORY     - 1987     GOOD             USPSQD
 AX2422
 AX2422                          STATION DESCRIPTION
 AX2422
 AX2422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2422'2.6 MI WEST FROM NEW ULM.
 AX2422'2.6 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM FROM THE
 AX2422'CROSSING OF FARM ROAD 109 AT NEW ULM, AT THE CROSSING OF GRAVEL FARM
 AX2422'ROAD, 60 FEET SOUTH OF THE SOUTH RAIL, 20 FEET SOUTHEAST OF THE
 AX2422'CENTERLINE OF GRAVELED ROAD, 5 FEET NORTHEAST OF THE NORTHEAST END OF
 AX2422'A WIRE GATE, AND 1.3 FEET NORTHWEST OF A FENCE.  NOTE=POST IS
 AX2422'LEANING SLIGHTLY BUT STILL SOLID.
 AX2422
 AX2422                          STATION RECOVERY (1986)
 AX2422
 AX2422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX2422'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 AX2422'ADD
 AX2422'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AX2422
 AX2422                          STATION RECOVERY (1987)
 AX2422
 AX2422'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX2422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2176 ***********************************************************************
 BL2176  DESIGNATION -  NEW WAVERLY MUNICIPAL TANK
 BL2176  PID         -  BL2176
 BL2176  STATE/COUNTY-  TX/WALKER
 BL2176  USGS QUAD   -  NEW WAVERLY (1976)
 BL2176
 BL2176                         *CURRENT SURVEY CONTROL
 BL2176  ___________________________________________________________________
 BL2176* NAD 83(1993)-  30 32 15.25689(N)    095 28 50.20882(W)     ADJUSTED  
 BL2176* NAVD 88     -                                                        
 BL2176  ___________________________________________________________________
 BL2176  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BL2176  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL2176
 BL2176  HORZ ORDER  -  THIRD
 BL2176
 BL2176.The horizontal coordinates were established by classical geodetic methods
 BL2176.and adjusted by the National Geodetic Survey in February 1996..
 BL2176
 BL2176
 BL2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2176
 BL2176.The geoid height was determined by GEOID03.
 BL2176
 BL2176;                    North         East     Units Scale Factor Converg.
 BL2176;SPC TX C     - 3,106,699.436 1,165,489.163   MT  0.99991429   +2 29 58.0
 BL2176;SPC TX C     -10,192,563.07  3,823,775.70   sFT  0.99991429   +2 29 58.0
 BL2176;UTM  15      - 3,380,973.720   262,014.328   MT  1.00029875   -1 15 39.6
 BL2176
 BL2176                          SUPERSEDED SURVEY CONTROL
 BL2176
 BL2176  NAD 83(1986)-  30 32 15.26874(N)    095 28 50.19255(W) AD(       ) 4
 BL2176  NAD 27      -  30 32 14.54666(N)    095 28 49.40321(W) AD(       ) 3
 BL2176
 BL2176.Superseded values are not recommended for survey control.
 BL2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2176.See file dsdata.txt to determine how the superseded data were derived.
 BL2176
 BL2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6201480974(NAD 83)
 BL2176_MARKER: 53 = ELEVATED TANK
 BL2176
 BL2176  HISTORY     - Date     Condition        Report By
 BL2176  HISTORY     - 1967     FIRST OBSERVED   CGS
 BL2176  HISTORY     - 20020218 GOOD             USPSQD
 BL2176
 BL2176                          STATION DESCRIPTION
 BL2176
 BL2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2176'THE FINIAL AT THE TOP CENTER OF THE NEW WAVERLY MUNICIPAL WATER
 BL2176'TANK.  THE TANK IS SPHERICAL IN SHAPE AND IS PAINTED GREEN,
 BL2176'SUPPORTED BY A 4 LEGGED STEEL STRUCTURE AND THE OVERALL HEIGHT
 BL2176'IS ABOUT 125 FEET.  IT IS LOCATED IN THE EAST SECTION OF THE
 BL2176'SMALL TOWN OF NEW WAVERLY.
 BL2176
 BL2176                          STATION RECOVERY (2002)
 BL2176
 BL2176'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BL2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2174 ***********************************************************************
 BL2174  DESIGNATION -  NEW WAVERLY ST JOSEPHS CATH CH
 BL2174  PID         -  BL2174
 BL2174  STATE/COUNTY-  TX/WALKER
 BL2174  USGS QUAD   -  NEW WAVERLY (1976)
 BL2174
 BL2174                         *CURRENT SURVEY CONTROL
 BL2174  ___________________________________________________________________
 BL2174* NAD 83(1993)-  30 32 09.49167(N)    095 28 52.43229(W)     ADJUSTED  
 BL2174* NAVD 88     -                                                        
 BL2174  ___________________________________________________________________
 BL2174  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BL2174  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL2174
 BL2174  HORZ ORDER  -  THIRD
 BL2174
 BL2174.The horizontal coordinates were established by classical geodetic methods
 BL2174.and adjusted by the National Geodetic Survey in February 1996..
 BL2174
 BL2174
 BL2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2174
 BL2174.The geoid height was determined by GEOID03.
 BL2174
 BL2174;                    North         East     Units Scale Factor Converg.
 BL2174;SPC TX C     - 3,106,519.496 1,165,437.696   MT  0.99991452   +2 29 56.8
 BL2174;SPC TX C     -10,191,972.71  3,823,606.84   sFT  0.99991452   +2 29 56.8
 BL2174;UTM  15      - 3,380,797.476   261,951.146   MT  1.00029912   -1 15 40.5
 BL2174
 BL2174                          SUPERSEDED SURVEY CONTROL
 BL2174
 BL2174  NAD 83(1986)-  30 32 09.50352(N)    095 28 52.41593(W) AD(       ) 4
 BL2174  NAD 27      -  30 32 08.77900(N)    095 28 51.62500(W) AD(       ) 3
 BL2174
 BL2174.Superseded values are not recommended for survey control.
 BL2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2174.See file dsdata.txt to determine how the superseded data were derived.
 BL2174
 BL2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6195180797(NAD 83)
 BL2174_MARKER: 90 = CHURCH SPIRE
 BL2174
 BL2174  HISTORY     - Date     Condition        Report By
 BL2174  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2174  HISTORY     - 1942     GOOD             CGS
 BL2174  HISTORY     - 1952     GOOD             CGS
 BL2174  HISTORY     - 1967     GOOD             CGS
 BL2174  HISTORY     - 20020218 GOOD             USPSQD
 BL2174
 BL2174                          STATION DESCRIPTION
 BL2174
 BL2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2174'THIS INTERSECTION STATION IS THE SPIRE OF THE ST. JOSEPHS
 BL2174'CATHOLIC CHURCH, IN THE TOWN OF NEW WAVERLY, TEXAS.  IT IS
 BL2174'IN THE SE PART OF THE TOWN, ABOUT 235 FEET S OF THE CENTER
 BL2174'LINE OF MAIN STREET, AND ABOUT 45 FEET E OF THE CENTER LINE
 BL2174'OF MARSTON STREET.  THE CHURCH WAS ERECTED IN 1905 AND THE
 BL2174'SPIRE IS QUITE PROMINENT.
 BL2174'
 BL2174'THE LOWER SECTION IS A GREY TOWER OVER THE MAIN ENTRANCE ABOUT
 BL2174'60 FEET HIGH WITH ORNAMENTAL GRILLED OPENINGS ON EACH SIDE
 BL2174'AND SILVER TURRETS AND CROSSES AT EACH CORNER.  THE OCTAGONAL
 BL2174'GREY SHINGLED SPIRE IS ABOUT 30 FEET HIGH.  THIS HAS NARROW
 BL2174'GOTHIC GABLES ON THE N, W, S, AND E SIDES.  THE BOTTOM PART
 BL2174'IS LOUVRED, THERE IS A CLOCK DIAL IN THE CENTER, AND THE
 BL2174'TOP PART IS GREEN-SHINGLED.  THERE IS A GOLD BALL AT THE
 BL2174'APEX OF THE SPIRE, ON WHICH SETS A 6-FOOT GOLD CROSS.  THE
 BL2174'TOTAL HEIGHT IS ABOUT 100 FEET.
 BL2174
 BL2174                          STATION RECOVERY (1942)
 BL2174
 BL2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2174'THIS INTERSECTION STATION IS IN THE SE PART OF TOWN.  THE
 BL2174'ADJOINING STREETS ARE NOT NAMED.  THE CHURCH IS A FRAME
 BL2174'BUILDING, PAINTED WHITE, AND WAS BUILT IN 1905.  A CROSS
 BL2174'AT THE TOP OF THE SPIRE WAS THE POINT LOCATED.  IT IS ABOUT
 BL2174'70 FEET ABOVE THE GROUND.
 BL2174
 BL2174                          STATION RECOVERY (1952)
 BL2174
 BL2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2174'THE STATION IS LOCATED AT THE SOUTH EDGE OF NEW WAVERLY,
 BL2174'80 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET AND 70 FEET
 BL2174'SOUTH OF THE CENTER OF AN EAST-WEST STREET.  THE CROSS IS
 BL2174'AT THE TOP OF A SHORT SPIRE AND AT THE WEST END AND CENTER
 BL2174'OF THE CHURCH.  THE CROSS IS ABOUT 5 FEET TALL AND THE OVERALL
 BL2174'HEIGHT IS ABOUT 90 FEET.
 BL2174'
 BL2174'THE CROSS WAS OBSERVED.
 BL2174
 BL2174                          STATION RECOVERY (1967)
 BL2174
 BL2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2174'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN 1952.
 BL2174
 BL2174                          STATION RECOVERY (2002)
 BL2174
 BL2174'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BL2174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2159 ***********************************************************************
 BL2159  DESIGNATION -  NEW WILLARD TEX L L LUMBER TK
 BL2159  PID         -  BL2159
 BL2159  STATE/COUNTY-  TX/POLK
 BL2159  USGS QUAD   -  NEW WILLARD (1984)
 BL2159
 BL2159                         *CURRENT SURVEY CONTROL
 BL2159  ___________________________________________________________________
 BL2159* NAD 83(1993)-  30 47 31.62460(N)    094 53 40.37931(W)     ADJUSTED  
 BL2159* NAVD 88     -                                                        
 BL2159  ___________________________________________________________________
 BL2159  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BL2159  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL2159
 BL2159  HORZ ORDER  -  THIRD
 BL2159
 BL2159.The horizontal coordinates were established by classical geodetic methods
 BL2159.and adjusted by the National Geodetic Survey in February 1996..
 BL2159
 BL2159
 BL2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2159
 BL2159.The geoid height was determined by GEOID03.
 BL2159
 BL2159;                    North         East     Units Scale Factor Converg.
 BL2159;SPC TX C     - 3,137,483.236 1,220,284.941   MT  0.99988838   +2 48 04.7
 BL2159;SPC TX C     -10,293,559.58  4,003,551.51   sFT  0.99988838   +2 48 04.7
 BL2159;UTM  15      - 3,408,098.332   318,727.793   MT  1.00000536   -0 58 12.5
 BL2159
 BL2159                          SUPERSEDED SURVEY CONTROL
 BL2159
 BL2159  NAD 83(1986)-  30 47 31.63613(N)    094 53 40.36666(W) AD(       ) 4
 BL2159  NAD 27      -  30 47 30.95500(N)    094 53 39.61000(W) AD(       ) 3
 BL2159
 BL2159.Superseded values are not recommended for survey control.
 BL2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2159.See file dsdata.txt to determine how the superseded data were derived.
 BL2159
 BL2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1872808098(NAD 83)
 BL2159_MARKER: 53 = ELEVATED TANK
 BL2159
 BL2159  HISTORY     - Date     Condition        Report By
 BL2159  HISTORY     - 1949     FIRST OBSERVED   CGS
 BL2159  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL2159
 BL2159                          STATION DESCRIPTION
 BL2159
 BL2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2159'THE STATION IS LOCATED 2.5 MILES SOUTH-SOUTHWEST OF LEGGETT,
 BL2159'0.25 MILE WEST OF THE RAIL ROAD DEPOT IN NEW WILLARD.
 BL2159'
 BL2159'TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A FLAT ROOF.
 BL2159'IT IS SUPPORTED BY A FOUR LEGGED STEEL TRUSSWORK AND HAS AN
 BL2159'OVERALL HEIGHT OF ABOUT 75 FEET.
 BL2159'
 BL2159'THE POINT OBSERVED UPON WAS THE CENTER OF THE TANK.
 BL2159
 BL2159                          STATION RECOVERY (1997)
 BL2159
 BL2159'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0243 ***********************************************************************
 DO0243  DESIGNATION -  NEWCASTLE
 DO0243  PID         -  DO0243
 DO0243  STATE/COUNTY-  TX/YOUNG
 DO0243  USGS QUAD   -  NEWCASTLE (1981)
 DO0243
 DO0243                         *CURRENT SURVEY CONTROL
 DO0243  ___________________________________________________________________
 DO0243* NAD 83(1986)-  33 11 38.     (N)    098 44 19.     (W)     SCALED    
 DO0243* NAVD 88     -       349.776  (meters)    1147.56   (feet)  ADJUSTED  
 DO0243  ___________________________________________________________________
 DO0243  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DO0243  DYNAMIC HT  -         349.361 (meters)    1146.20  (feet)  COMP
 DO0243  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 DO0243
 DO0243  VERT ORDER  -  SECOND    CLASS 0
 DO0243
 DO0243.The horizontal coordinates were scaled from a topographic map and have
 DO0243.an estimated accuracy of +/- 6 seconds.
 DO0243
 DO0243.The orthometric height was determined by differential leveling
 DO0243.and adjusted by the National Geodetic Survey in June 1991..
 DO0243
 DO0243.The geoid height was determined by GEOID03.
 DO0243
 DO0243.The dynamic height is computed by dividing the NAVD 88
 DO0243.geopotential number by the normal gravity value computed on the
 DO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0243.degrees latitude (g = 980.6199 gals.).
 DO0243
 DO0243.The modeled gravity was interpolated from observed gravity values.
 DO0243
 DO0243;                    North         East    Units  Estimated Accuracy
 DO0243;SPC TXNC     - 2,169,380.      577,750.      MT  (+/- 180 meters Scaled)
 DO0243
 DO0243                          SUPERSEDED SURVEY CONTROL
 DO0243
 DO0243  NGVD 29 (??/??/92)  349.69   (m)         1147.3    (f) COMPUTED    2 0
 DO0243
 DO0243.Superseded values are not recommended for survey control.
 DO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0243.See file dsdata.txt to determine how the superseded data were derived.
 DO0243
 DO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB243728(NAD 83)
 DO0243_MARKER: DB = BENCH MARK DISK
 DO0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0243_SP_SET: SLAB
 DO0243_STAMPING: NEWCASTLE 1933
 DO0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0243
 DO0243  HISTORY     - Date     Condition        Report By
 DO0243  HISTORY     - 1933     MONUMENTED       CGS
 DO0243  HISTORY     - 1957     GOOD             NGS
 DO0243  HISTORY     - 20010325 GOOD             USPSQD
 DO0243
 DO0243                          STATION DESCRIPTION
 DO0243
 DO0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0243'IN NEWCASTLE.
 DO0243'AT SOUTHWEST CORNER OF NEW GULF FILLING STA.  NOTE-- AT SINCLAIR
 DO0243'SERVICE STATION AT JUNCTION OF HIGHWAYS NO. 24 AND NO. 251 12.5 FT. N
 DO0243'OF THE S. FACE OF THE BLDG.
 DO0243
 DO0243                          STATION RECOVERY (1957)
 DO0243
 DO0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0243'RECOVERED IN GOOD CONDITION.
 DO0243
 DO0243                          STATION RECOVERY (2001)
 DO0243
 DO0243'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0946 ***********************************************************************
 DO0946  FBN         -  This is a Federal Base Network Control Station.
 DO0946  DESIGNATION -  NEWCASTLE
 DO0946  PID         -  DO0946
 DO0946  STATE/COUNTY-  TX/YOUNG
 DO0946  USGS QUAD   -  NEWCASTLE (1981)
 DO0946
 DO0946                         *CURRENT SURVEY CONTROL
 DO0946  ___________________________________________________________________
 DO0946* NAD 83(1993)-  33 11 38.64313(N)    098 43 40.84666(W)     ADJUSTED  
 DO0946* NAVD 88     -       362.6    (meters)    1190.     (feet)  GPS OBS   
 DO0946  ___________________________________________________________________
 DO0946  X           -    -810,768.865 (meters)                     COMP
 DO0946  Y           -  -5,281,128.143 (meters)                     COMP
 DO0946  Z           -   3,472,172.413 (meters)                     COMP
 DO0946  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DO0946  ELLIP HEIGHT-         333.73  (meters)          (05/01/00) GPS OBS
 DO0946  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DO0946
 DO0946  HORZ ORDER  -  B
 DO0946  ELLP ORDER  -  THIRD     CLASS I
 DO0946
 DO0946.The horizontal coordinates were established by GPS observations
 DO0946.and adjusted by the National Geodetic Survey in May 1994..
 DO0946
 DO0946.The orthometric height was determined by GPS observations and a
 DO0946.high-resolution geoid model.
 DO0946
 DO0946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0946
 DO0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0946
 DO0946.The ellipsoidal height was determined by GPS observations
 DO0946.and is referenced to NAD 83.
 DO0946
 DO0946.The geoid height was determined by GEOID03.
 DO0946
 DO0946;                    North         East     Units Scale Factor Converg.
 DO0946;SPC TXNC     - 2,169,396.536   578,740.887   MT  0.99987570   -0 07 27.7
 DO0946;SPC TXNC     - 7,117,428.47  1,898,752.39   sFT  0.99987570   -0 07 27.7
 DO0946;UTM  14      - 3,672,834.569   525,352.165   MT  0.99960792   +0 08 56.1
 DO0946
 DO0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0946!SPC TXNC     -   0.99994761  x   0.99987570  =   0.99982331
 DO0946!UTM  14      -   0.99994761  x   0.99960792  =   0.99955555
 DO0946
 DO0946|---------------------------------------------------------------------|
 DO0946| PID    Reference Object                     Distance      Geod. Az  |
 DO0946|                                                           dddmmss.s |
 DO0946| CX7810 NEWCASTLE RM 1                       15.433 METERS 08002     |
 DO0946| AI0416 NEWCASTLE RM 3                                     0905828.1 |
 DO0946| DO0770 NEWCASTLE MUN TANK                  APPROX. 1.5 KM 2370623.6 |
 DO0946| DO0771 NEWCASTLE MCI MICROWAVE             APPROX.10.0 KM 2621656.2 |
 DO0946| CX7811 NEWCASTLE RM 2                       21.885 METERS 27709     |
 DO0946|---------------------------------------------------------------------|
 DO0946
 DO0946                          SUPERSEDED SURVEY CONTROL
 DO0946
 DO0946  ELLIP H (05/09/94)  333.79   (m)                       GP(       ) 4 2
 DO0946  NAD 83(1986)-  33 11 38.64681(N)    098 43 40.83329(W) AD(       ) 1
 DO0946  NAD 27      -  33 11 38.24452(N)    098 43 39.61084(W) AD(       ) 1
 DO0946  NGVD 29 (07/19/86)  363.1    (m)         1191.     (f) VERT ANG       
 DO0946
 DO0946.Superseded values are not recommended for survey control.
 DO0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0946.See file dsdata.txt to determine how the superseded data were derived.
 DO0946
 DO0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2535272835(NAD 83)
 DO0946_MARKER: DH = HORIZONTAL CONTROL DISK
 DO0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0946_SP_SET: CONCRETE POST
 DO0946_STAMPING: NEWCASTLE 1975
 DO0946_MARK LOGO: NGS   
 DO0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0946+STABILITY: SURFACE MOTION
 DO0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0946+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1998
 DO0946
 DO0946  HISTORY     - Date     Condition        Report By
 DO0946  HISTORY     - 1975     MONUMENTED       NGS
 DO0946  HISTORY     - 1975     GOOD             NGS
 DO0946  HISTORY     - 1978     GOOD             DMA
 DO0946  HISTORY     - 1981     GOOD             NGS
 DO0946  HISTORY     - 19811010 GOOD             NGS
 DO0946  HISTORY     - 1986     GOOD
 DO0946  HISTORY     - 19930308 GOOD             NGS
 DO0946  HISTORY     - 19980206 GOOD             NGS
 DO0946  HISTORY     - 20010325 GOOD             USPSQD
 DO0946
 DO0946                          STATION DESCRIPTION
 DO0946
 DO0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0946'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF NEWCASTLE AND ON
 DO0946'ROAD RIGHT-OF-WAY.
 DO0946'
 DO0946'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380 AND
 DO0946'STATE HIGHWAY 251 IN NEWCASTLE, GO EAST ON U.S. HIGHWAY 380 FOR
 DO0946'0.65 MILE TO THE STATION ON THE LEFT, CONTINUE EAST ON U.S. HIGHWAY
 DO0946'380 FOR 0.8 MILE TO REFERENCE MARK 3 ON THE RIGHT.
 DO0946'
 DO0946'STATION MARKS ARE STANDARD DISKS STAMPED NEWCASTLE 1975.  THE
 DO0946'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0946'MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 50
 DO0946'FEET EAST OF THE CENTER OF A WIRE GATE, 40 FEET NORTH OF THE
 DO0946'CENTERLINE OF U.S. HIGHWAY 380 AND 9 FEET SOUTH OF A METAL
 DO0946'WITNESS POST AND FENCELINE.  THE UNDERGROUND DISK IS SET IN THE
 DO0946'TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 DO0946'GROUND SURFACE.
 DO0946'
 DO0946'REFERENCE MARK 1, A STANDARD DISK STAMPED NEWCASTLE NO 1 1975,
 DO0946'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0946'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 48 FEET NORTH
 DO0946'OF THE CENTERLINE OF U.S. HIGHWAY 380 AND 1 FOOT SOUTH OF
 DO0946'THE FENCELINE.
 DO0946'
 DO0946'REFERENCE MARK 2, A STANDARD DISK STAMPED NEWCASTLE NO 2 1975,
 DO0946'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0946'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 48 FEET NORTH OF
 DO0946'THE CENTERLINE OF U.S. HIGHWAY 380, 22 FEET WEST OF THE CENTER OF
 DO0946'THE WIRE GATE AND 1 FOOT SOUTH OF THE FENCELINE.
 DO0946'
 DO0946'REFERENCE MARK 3, A STANDARD DISK STAMPED NEWCASTLE NO 3 1975, IS
 DO0946'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0946'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET SOUTH
 DO0946'OF THE CENTERLINE OF U.S. HIGHWAY 380, 5 FEET WEST OF A TELEPHONE
 DO0946'POLE AND 3 FEET WEST OF A METAL WITNESS POST.
 DO0946'
 DO0946'HEIGHT OF LIGHT ABOVE STATION MARK 18.5 METERS.
 DO0946
 DO0946                          STATION RECOVERY (1975)
 DO0946
 DO0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DO0946'RECOVERED IN GOOD CONDITION.
 DO0946
 DO0946                          STATION RECOVERY (1978)
 DO0946
 DO0946'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (P)
 DO0946'NEWCASTLE RECOVERED GOOD.
 DO0946'
 DO0946'DISTANCE AND DIRECTION FROM NEAREST TOWN--NEWCASTLE.
 DO0946
 DO0946                          STATION RECOVERY (1981)
 DO0946
 DO0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DO0946'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1975.  AN
 DO0946'EDM DISTANCE WAS OBSERVED AT THIS TIME TO RM 3.  NO MEASUREMENT
 DO0946'BETWEEN MARKS DUE TO BRUSH AND MARK IN A FENCE LINE.
 DO0946
 DO0946                          STATION RECOVERY (1981)
 DO0946
 DO0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DO0946'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF NEW CASTLE AND ON ROAD
 DO0946'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY
 DO0946'380 AND STATE HIGHWAY 251 IN NEW CASTLE, GO EAST ON U.S HIGHWAY 380
 DO0946'FOR 0.65 MILE (1.05 KM) TO THE STATION ON THE LEFT, CONTINUE EAST ON
 DO0946'U.S HIGHWAY 380 FOR 0.8 MILE (1.3 KM) TO REFERENCE MARK 3 ON THE
 DO0946'RIGHT.  STATION MARKS ARE STANDARD DISKS STAMPED NEW CASTLE 1975. THE
 DO0946'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDER CONCRETE MONUMENT
 DO0946'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 50 FT (15.2 M) EAST
 DO0946'OF THE CENTER OF A WIRE GATE, 40 FT (12.2 M) NORTH OF THE CENTERLINE
 DO0946'OF U.S HIGHWAY 380 AND 9 FT (2.7 M) SOUTH OF A METAL WITNESS POST AND
 DO0946'FENCELINE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 DO0946'MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE. REFERENCE MARK 1,
 DO0946'A STANDARD DISK STAMPED NEW CASTLE NO 1 1975, IS SET IN THE TOP OF A
 DO0946'12-INCH CYLINDERICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 DO0946'THE GROUND SURFACE.  IT IS 48 FT (14.6 M) NORTH OF THE CENTERLINE OF
 DO0946'U.S HIGHWAY 380 AND 1 FOOT (0.3 M) SOUTH OF THE FENCELINE.  REFERENCE
 DO0946'MARK 2, IS A STANDARD DISK STAMPED NEW CASTLE NO 2 1975, IS SET IN THE
 DO0946'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH
 DO0946'ABOVE THE GROUND SURFACE.  IT IS 48 FT (14.6 M) NORTH OF THE
 DO0946'CENTERLIEN OF U.S HIGHWAY 380, 22 FT (6.7 M) WEST OF THE CENTER OF A
 DO0946'WIRE GATE AND 1 FOOT (0.3 M) SOUTH OF THE FENCELINE.  REFERENCE MARK
 DO0946'3, A STANDARD DISK STAMPED NEW CASTLE NO 3 1975, IS SET IN THE TOP OF
 DO0946'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 DO0946'THE GROUND SURFACE.  IT IS 50 FT (15.2 M) SOUTH OF THE CENTERLINE OF
 DO0946'U.S HIGHWAY 380, 5 FT (1.5 M) WEST OF A TELEPHONE POLE AND 3 FT (0.9
 DO0946'M) WEST OF A METAL WITNESS POST.
 DO0946
 DO0946                          STATION RECOVERY (1986)
 DO0946
 DO0946'RECOVERED 1986
 DO0946'RECOVERED IN GOOD CONDITION.
 DO0946
 DO0946                          STATION RECOVERY (1993)
 DO0946
 DO0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DO0946'STATION IS LOCATED 1.0 KM (0.60 MI) EAST OF NEWCASTLE, ALONG U.S.
 DO0946'HIGHWAY 380, ON THE RIGHT-OF-WAY, AT TOP OF RISE, AT HIGHWAY STATION
 DO0946'640, ADJACENT TO A PASTURE, ACROSS HIGHWAY FROM A STATE HISTORICAL
 DO0946'SIGN.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 DO0946'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 380 AND STATE HIGHWAY 251
 DO0946'SOUTH IN NEWCASTLE, GO EAST ON HIGHWAY 380 FOR 1.00 KM (0.60 MI) TO
 DO0946'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK, CONTINUE AHEAD
 DO0946'FOR 1.30 KM (0.80 MI) TO THE MARK ON THE RIGHT.
 DO0946'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST RECESSED
 DO0946'15 CM BELOW GROUND.  IT IS 12.3 M (40.4 FT) NORTH OF, AND 1 M
 DO0946'(3.3 FT) LOWER THAN THE HIGHWAY CENTER, 2.7 M (8.9 FT) SOUTH OF A
 DO0946'METAL WITNESS POST, 2.9 M (9.5 FT) SOUTH OF THE RIGHT-OF-WAY FENCE,
 DO0946'8.1 M (26.6 FT) EAST-SOUTHEAST OF A UTILITY POLE WITH SIGN -TEXAS-NEW
 DO0946'MEXICO POWER COMPANY-, 12.4 M (40.7 FT) WEST OF THE NORTH LEG OF SIGN
 DO0946'-HISTORICAL MARKER-, AND 29.9 M (98.1 FT) NORTH-NORTHWEST OF THE
 DO0946'HISTORICAL SIGN ACROSS THE HIGHWAY.
 DO0946
 DO0946                          STATION RECOVERY (1998)
 DO0946
 DO0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DO0946'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) EAST OF NEWCASTLE, ALONG
 DO0946'THE NORTH SIDE OF U.S. HIGHWAY 380 AT THE TOP OF A RISE, ACROSS THE
 DO0946'HIGHWAY FROM A STATE HISTORICAL MARKER.  OWNERSHIP--TEXAS DEPARTMENT
 DO0946'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DO0946'HIGHWAY 380 SOUTH AND EAST AND FARM ROAD 926 WEST AT THE NORTHWEST
 DO0946'CORNER OF THE CITY PARK IN NEWCASTLE, GO EAST FOR 1.0 KM (0.60 MI)
 DO0946'ALONG HIGHWAY 380 TO THE STATION ON THE LEFT, JUST SOUTH OF THE
 DO0946'RIGHT-OF-WAY FENCE AND METAL WITNESS POST.  STATION IS 29.9 M (98.1
 DO0946'FT) NORTH-NORTHWEST OF THE HISTORICAL MARKER ACROSS THE HIGHWAY, 12.4
 DO0946'M (40.7 FT) WEST OF THE NORTH METAL LEG OF A SIGN -HISTORICAL MARKER-,
 DO0946'12.3 M (40.4 FT) NORTH OF THE HIGHWAY CENTER, 8.1 M (26.6 FT)
 DO0946'EAST-SOUTHEAST OF A UTILITY POLE, 2.9 M (9.5 FT) SOUTH OF THE FENCE,
 DO0946'2.7 M (8.9 FT) SOUTH OF A METAL WITNESS POST, AND THE MONUMENT IS
 DO0946'ABOUT 1.0 M (3.3 FT) BELOW THE HIGHWAY LEVEL AND RECESSED ABOUT 15-CM
 DO0946'BELOW THE GROUND SURFACE.  BY R.G. HAYES
 DO0946
 DO0946                          STATION RECOVERY (2001)
 DO0946
 DO0946'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0771 ***********************************************************************
 DO0771  DESIGNATION -  NEWCASTLE MCI MICROWAVE
 DO0771  PID         -  DO0771
 DO0771  STATE/COUNTY-  TX/YOUNG
 DO0771  USGS QUAD   -  PROFFITT (1981)
 DO0771
 DO0771                         *CURRENT SURVEY CONTROL
 DO0771  ___________________________________________________________________
 DO0771* NAD 83(1993)-  33 10 54.88341(N)    098 50 03.41502(W)     ADJUSTED  
 DO0771* NAVD 88     -                                                        
 DO0771  ___________________________________________________________________
 DO0771  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DO0771  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DO0771
 DO0771  HORZ ORDER  -  THIRD
 DO0771
 DO0771.The horizontal coordinates were established by classical geodetic methods
 DO0771.and adjusted by the National Geodetic Survey in February 1996..
 DO0771
 DO0771
 DO0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0771
 DO0771.The geoid height was determined by GEOID03.
 DO0771
 DO0771;                    North         East     Units Scale Factor Converg.
 DO0771;SPC TXNC     - 2,168,075.090   568,828.486   MT  0.99987520   -0 10 56.3
 DO0771;SPC TXNC     - 7,113,093.02  1,866,231.46   sFT  0.99987520   -0 10 56.3
 DO0771;UTM  14      - 3,671,466.254   515,448.852   MT  0.99960294   +0 05 26.5
 DO0771
 DO0771                          SUPERSEDED SURVEY CONTROL
 DO0771
 DO0771  NAD 83(1993)-  33 10 54.88389(N)    098 50 03.41129(W) AD(       ) 4
 DO0771  NAD 83(1986)-  33 10 54.88795(N)    098 50 03.40017(W) AD(       ) 4
 DO0771  NAD 27      -  33 10 54.48630(N)    098 50 02.17881(W) AD(       ) 3
 DO0771
 DO0771.Superseded values are not recommended for survey control.
 DO0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0771.See file dsdata.txt to determine how the superseded data were derived.
 DO0771
 DO0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1544971466(NAD 83)
 DO0771_MARKER: 44 = MICROWAVE MAST
 DO0771
 DO0771  HISTORY     - Date     Condition        Report By
 DO0771  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0771  HISTORY     - 20010325 GOOD             USPSQD
 DO0771  HISTORY     - 20050416 GOOD             USPSQD
 DO0771
 DO0771                          STATION DESCRIPTION
 DO0771
 DO0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0771'NEWCASTLE, MCI TELE-COMMUNICATIONS CORPORATION, MICROWAVE MAST
 DO0771'IS A TRIANGULAR STEEL STRUCTURE, GUYED, PAINTED SILVER, HAS 4
 DO0771'BLUE REFLECTORS NEAR THE TOP AND AN OVERALL HEIGHT OF 150 FEET.
 DO0771'
 DO0771'THE MAST IS LOCATED ABOUT 6 MILES WEST OF NEWCASTLE ALONG THE
 DO0771'SOUTH SIDE OF U.S. HIGHWAY 380.
 DO0771'
 DO0771'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 380 AND STATE HIGHWAY
 DO0771'251 IN NEWCASTLE, GO SOUTH AND WEST ON HIGHWAY 380 FOR 2.15 MILES
 DO0771'TO BRIDGE OVER THE BRAZOS RIVER.  CONTINUE WEST ON HIGHWAY 380 FOR
 DO0771'4.65 MILES TO MAST ON THE LEFT.
 DO0771'
 DO0771'STATION IS THE TOP CENTER OF THE MAST.
 DO0771
 DO0771                          STATION RECOVERY (2001)
 DO0771
 DO0771'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0771'RECOVERED IN GOOD CONDITION.
 DO0771
 DO0771                          STATION RECOVERY (2005)
 DO0771
 DO0771'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 DO0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0770 ***********************************************************************
 DO0770  DESIGNATION -  NEWCASTLE MUN TANK
 DO0770  PID         -  DO0770
 DO0770  STATE/COUNTY-  TX/YOUNG
 DO0770  USGS QUAD   -  NEWCASTLE (1981)
 DO0770
 DO0770                         *CURRENT SURVEY CONTROL
 DO0770  ___________________________________________________________________
 DO0770* NAD 83(1993)-  33 11 12.66616(N)    098 44 28.60893(W)     ADJUSTED  
 DO0770* NAVD 88     -                                                        
 DO0770  ___________________________________________________________________
 DO0770  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DO0770  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DO0770
 DO0770  HORZ ORDER  -  THIRD
 DO0770
 DO0770.The horizontal coordinates were established by classical geodetic methods
 DO0770.and adjusted by the National Geodetic Survey in February 1996..
 DO0770
 DO0770
 DO0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0770
 DO0770.The geoid height was determined by GEOID03.
 DO0770
 DO0770;                    North         East     Units Scale Factor Converg.
 DO0770;SPC TXNC     - 2,168,599.109   577,502.056   MT  0.99987540   -0 07 53.7
 DO0770;SPC TXNC     - 7,114,812.24  1,894,688.00   sFT  0.99987540   -0 07 53.7
 DO0770;UTM  14      - 3,672,031.458   524,117.481   MT  0.99960717   +0 08 29.8
 DO0770
 DO0770                          SUPERSEDED SURVEY CONTROL
 DO0770
 DO0770  NAD 83(1993)-  33 11 12.66611(N)    098 44 28.60905(W) AD(       ) 4
 DO0770  NAD 83(1986)-  33 11 12.66971(N)    098 44 28.59564(W) AD(       ) 4
 DO0770  NAD 27      -  33 11 12.26707(N)    098 44 27.37282(W) AD(       ) 3
 DO0770
 DO0770.Superseded values are not recommended for survey control.
 DO0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0770.See file dsdata.txt to determine how the superseded data were derived.
 DO0770
 DO0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2411772031(NAD 83)
 DO0770_MARKER: 53 = ELEVATED TANK
 DO0770
 DO0770  HISTORY     - Date     Condition        Report By
 DO0770  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0770  HISTORY     - 20010325 GOOD             USPSQD
 DO0770
 DO0770                          STATION DESCRIPTION
 DO0770
 DO0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0770'NEWCASTLE MUNICIPAL WATER TANK IS A 4 LEGGED STEEL STRUCTURE,
 DO0770'PAINTED SILVER, HAS CONICAL TANK WITH THE LETTERS NEWCASTLE IN
 DO0770'BLACK ON THE NORTHEAST SIDE, AND AN OVERALL HEIGHT OF 110 FEET.
 DO0770'
 DO0770'TANK IS LOCATED IN THE SOUTH EDGE OF NEWCASTLE.
 DO0770'
 DO0770'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 380 AND STATE HIGHWAY
 DO0770'251 IN NEWCASTLE, GO SOUTH ON HIGHWAYS 380 AND 251 FOR 0.45 MILE
 DO0770'TO A GRADED STREET ON THE RIGHT.  TURN RIGHT ON JENNINGS AVENUE
 DO0770'FOR 0.15 MILE TO END OF STREET AND TANK ON THE LEFT.
 DO0770'
 DO0770'STATION IS THE TOP CENTER OF THE TANK.
 DO0770
 DO0770                          STATION RECOVERY (2001)
 DO0770
 DO0770'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0664 ***********************************************************************
 EN0664  DESIGNATION -  NEWLIN
 EN0664  PID         -  EN0664
 EN0664  STATE/COUNTY-  TX/HALL
 EN0664  USGS QUAD   -  ESTELLINE (1985)
 EN0664
 EN0664                         *CURRENT SURVEY CONTROL
 EN0664  ___________________________________________________________________
 EN0664* NAD 83(1993)-  34 35 26.77285(N)    100 25 11.94474(W)     ADJUSTED  
 EN0664* NAVD 88     -       581.     (meters)    1906.     (feet)  SCALED    
 EN0664  ___________________________________________________________________
 EN0664  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 EN0664  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 EN0664
 EN0664  HORZ ORDER  -  SECOND
 EN0664
 EN0664.The horizontal coordinates were established by classical geodetic methods
 EN0664.and adjusted by the National Geodetic Survey in February 1996..
 EN0664
 EN0664.The orthometric height was scaled from a topographic map.
 EN0664
 EN0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0664
 EN0664.The geoid height was determined by GEOID03.
 EN0664
 EN0664;                    North         East     Units Scale Factor Converg.
 EN0664;SPC TX N     - 1,066,080.902   299,080.400   MT  1.00001425   +0 37 33.3
 EN0664;SPC TX N     - 3,497,633.76    981,232.95   sFT  1.00001425   +0 37 33.3
 EN0664;UTM  14      - 3,828,578.784   369,777.477   MT  0.99980902   -0 48 22.5
 EN0664
 EN0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0664!SPC TX N     -   0.99991316  x   1.00001425  =   0.99992741
 EN0664!UTM  14      -   0.99991316  x   0.99980902  =   0.99972220
 EN0664
 EN0664|---------------------------------------------------------------------|
 EN0664| PID    Reference Object                     Distance      Geod. Az  |
 EN0664|                                                           dddmmss.s |
 EN0664| CX7813 NEWLIN RM 1                           6.615 METERS 00149     |
 EN0664| CX7814 NEWLIN RM 2                           4.840 METERS 08931     |
 EN0664| EN0665 ESTELLINE TANK                      APPROX. 5.7 KM 2034936.8 |
 EN0664| CX7812 NEWLIN AZ MK                                       2665639.8 |
 EN0664|---------------------------------------------------------------------|
 EN0664
 EN0664                          SUPERSEDED SURVEY CONTROL
 EN0664
 EN0664  NAD 83(1993)-  34 35 26.77304(N)    100 25 11.94366(W) AD(       ) 2
 EN0664  NAD 83(1986)-  34 35 26.77817(N)    100 25 11.93747(W) AD(       ) 2
 EN0664  NAD 27      -  34 35 26.57624(N)    100 25 10.50319(W) AD(       ) 2
 EN0664
 EN0664.Superseded values are not recommended for survey control.
 EN0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0664.See file dsdata.txt to determine how the superseded data were derived.
 EN0664
 EN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6977728579(NAD 83)
 EN0664_MARKER: DS = TRIANGULATION STATION DISK
 EN0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0664_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0664
 EN0664  HISTORY     - Date     Condition        Report By
 EN0664  HISTORY     - 1965     MONUMENTED       CGS
 EN0664
 EN0664                          STATION DESCRIPTION
 EN0664
 EN0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0664'THE STATION IS LOCATED ABOUT 11-1/2 MILES SOUTH SOUTHEAST OF MEMPHIS,
 EN0664'3-1/2 MILES NORTH NORTHEAST OF ESTELLINE, 1/4 MILE WEST OF THE
 EN0664'HALL-CHILDRESS COUNTY LINE AND ON THE NORTH RIGHT-OF-WAY OF FARM
 EN0664'ROAD 1619.
 EN0664'
 EN0664'TO REACH THE STATION FROM THE JUNCTION OF U.S. 287 AND STATE HIGHWAY
 EN0664'86 IN ESTELLINE, GO NORTHWESTERLY ON U.S. HIGHWAY 287 FOR 3.35 MILES
 EN0664'TO THE JUNCTION OF FARM ROAD 1619.  TURN RIGHT AND GO EAST ON FARM
 EN0664'ROAD 1619 FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 EN0664'CONTINUE EAST FOR 0.35 MILE TO THE TOP OF A LOW HILL AND THE
 EN0664'STATION ON THE LEFT.
 EN0664'
 EN0664'THE STATION MARK IS A STANDARD DISK, STAMPED NEWLIN 1964, SET IN THE
 EN0664'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0664'1 INCH.  IT IS 49 FEET NORTH OF THE CENTERLINE POST, 12 INCHES IN
 EN0664'DIAMETER, THAT PROJECTS 1 INCH.  IT IS 49 FEET NORTH OF THE
 EN0664'CENTERLINE OF FARM ROAD 1619, 41 FEET EAST OF THE CENTERLINE OF A
 EN0664'FIELD ROAD, 5.8 FEET EAST OF A METAL WITNESS POST, DIRECTLY
 EN0664'BENEATH AND IN LINE WITH AN EAST-WEST POWER LINE.
 EN0664'
 EN0664'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEWLIN NO 1 1964, SET
 EN0664'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, AND IS
 EN0664'FLUSH WITH THE GROUND.  IT IS 22.6 FEET NORTH NORTHEAST OF A METAL
 EN0664'WITNESS POST, 34 FEET EAST OF THE CENTERLINE OF THE FIELD ROAD AND
 EN0664'AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0664'
 EN0664'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEWLIN NO 2 1964, SET
 EN0664'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0664'PROJECTS 6 INCHES.  IT IS 49 FEET NORTH OF THE CENTERLINE OF FARM
 EN0664'ROAD 1619, 2.2 FEET WEST OF A SMALL TREE AND AT ABOUT THE SAME
 EN0664'ELEVATION AS THE STATION.
 EN0664'
 EN0664'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED NEWLINE 1964, SET IN THE
 EN0664'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0664'8 INCHES.  IT IS 50 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 1619,
 EN0664'14 FEET EAST OF THE CENTERLINE OF A BLADED ROAD, 1.8 FEET EAST
 EN0664'NORTHEAST OF A FENCE CORNER AND 1.8 FEET EAST OF A METAL WITNESS
 EN0664'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0656 ***********************************************************************
 AZ0656  DESIGNATION -  NEWMAN
 AZ0656  PID         -  AZ0656
 AZ0656  STATE/COUNTY-  TX/EDWARDS
 AZ0656  USGS QUAD   -  CARTA VALLEY (1978)
 AZ0656
 AZ0656                         *CURRENT SURVEY CONTROL
 AZ0656  ___________________________________________________________________
 AZ0656* NAD 83(1993)-  29 52 13.93793(N)    100 40 32.74199(W)     ADJUSTED  
 AZ0656* NAVD 88     -       673.7    (meters)    2210.     (feet)  VERTCON   
 AZ0656  ___________________________________________________________________
 AZ0656  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AZ0656  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 AZ0656
 AZ0656  HORZ ORDER  -  SECOND
 AZ0656
 AZ0656.The horizontal coordinates were established by classical geodetic methods
 AZ0656.and adjusted by the National Geodetic Survey in February 1996..
 AZ0656
 AZ0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0656
 AZ0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0656
 AZ0656.The geoid height was determined by GEOID03.
 AZ0656
 AZ0656;                    North         East     Units Scale Factor Converg.
 AZ0656;SPC TXSC     - 4,226,938.961   438,123.163   MT  0.99990680   -0 49 15.5
 AZ0656;SPC TXSC     -13,867,882.24  1,437,409.08   sFT  0.99990680   -0 49 15.5
 AZ0656;UTM  14      - 3,305,619.057   338,155.581   MT  0.99992318   -0 50 05.2
 AZ0656
 AZ0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0656!SPC TXSC     -   0.99989773  x   0.99990680  =   0.99980454
 AZ0656!UTM  14      -   0.99989773  x   0.99992318  =   0.99982092
 AZ0656
 AZ0656|---------------------------------------------------------------------|
 AZ0656| PID    Reference Object                     Distance      Geod. Az  |
 AZ0656|                                                           dddmmss.s |
 AZ0656| CV4912 NEWMAN RM 1                          12.271 METERS 06846     |
 AZ0656| CV4913 NEWMAN RM 2                          19.159 METERS 15325     |
 AZ0656| AZ0658 BODE                                APPROX. 4.9 KM 3015933.1 |
 AZ0656|---------------------------------------------------------------------|
 AZ0656
 AZ0656                          SUPERSEDED SURVEY CONTROL
 AZ0656
 AZ0656  NAD 83(1986)-  29 52 13.93170(N)    100 40 32.72845(W) AD(       ) 2
 AZ0656  NAD 27      -  29 52 13.16774(N)    100 40 31.39174(W) AD(       ) 2
 AZ0656  NGVD 29 (07/19/86)  673.6    (m)         2210.     (f) VERT ANG       
 AZ0656
 AZ0656.Superseded values are not recommended for survey control.
 AZ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0656.See file dsdata.txt to determine how the superseded data were derived.
 AZ0656
 AZ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3815605619(NAD 83)
 AZ0656_MARKER: DD = SURVEY DISK
 AZ0656_SETTING: 0 = UNSPECIFIED SETTING
 AZ0656
 AZ0656  HISTORY     - Date     Condition        Report By
 AZ0656  HISTORY     - 1941     MONUMENTED       USE
 AZ0656  HISTORY     - 1971     GOOD             USGS
 AZ0656
 AZ0656                          STATION DESCRIPTION
 AZ0656
 AZ0656'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0656'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH.
 AZ0656'
 AZ0656'THE STATION IS LOCATED DUE NORTH, 5 MILES AIRLINE DISTANCE FROM
 AZ0656'CARTA VALLEY, TEXAS, ON THE HIGH POINT OF A RIDGE ON LAND OWNED
 AZ0656'BY PAT BLACK, CARTA VALLEY, TEXAS.
 AZ0656'
 AZ0656'TO REACH FROM CARTA VALLEY, TEXAS, GO 3.5 MILES NORTH ON GRAVEL
 AZ0656'ROAD TO F. ROSE RANCH.  PASS THRU 2 BUMPER GATES NORTHEAST OF
 AZ0656'HOUSE BY WINDMILL, AND WITH A 4 WHEEL-DRIVE VEHICLE GO 2.5 MILES
 AZ0656'NORTH ON TRACK ROAD UP STEEP HILL ON EAST SIDE OF NORTH-SOUTH
 AZ0656'FENCE TO SHEARING SHED, AND STATION SITE.  10 FEET NORTH OF
 AZ0656'WINDMILL, AND APPROXIMATELY 100 FEET WEST-NORTHWEST OF
 AZ0656'SHEARING SHED.
 AZ0656'
 AZ0656'STATION MARK--A BRONZE U.S. ENGINEER DEPARTMENT MARK, SET IN
 AZ0656'CONCRETE POURED IN A 6 INCH STOVE PIPE PROJECTING 0.1 FOOT ABOVE
 AZ0656'GROUND, AND STAMPED NEWMAN 1941.
 AZ0656'
 AZ0656'REFERENCE MARK NO. 1--A USGS TABLET SET IN A LARGE BOULDER,
 AZ0656'PROJECTING 0.6 FEET ABOVE GROUND, AND STAMPED NEWMAN 1941-NO. 1
 AZ0656'1971.
 AZ0656'
 AZ0656'REFERENCE MARK NO. 2--A USGS TABLET SET IN BEDROCK, FLUSH WITH
 AZ0656'THE GROUND, AND STAMPED NEWMAN 1941-NO. 2 1971.
 AZ0656'
 AZ0656'STATION BODE USED 1941, IS VISIBLE FROM THE GROUND AT THIS
 AZ0656'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE
 AZ0656'MADE FROM A SCAFFOLD AT A HEIGHT OF 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0933 ***********************************************************************
 CD0933  DESIGNATION -  NEWMAN
 CD0933  PID         -  CD0933
 CD0933  STATE/COUNTY-  TX/JEFF DAVIS
 CD0933  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0933
 CD0933                         *CURRENT SURVEY CONTROL
 CD0933  ___________________________________________________________________
 CD0933* NAD 83(1993)-  31 00 07.33614(N)    104 04 33.21115(W)     ADJUSTED  
 CD0933* NAVD 88     -      1948.5    (meters)    6393.     (feet)  VERTCON   
 CD0933  ___________________________________________________________________
 CD0933  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CD0933  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 CD0933
 CD0933  HORZ ORDER  -  FIRST
 CD0933
 CD0933.The horizontal coordinates were established by classical geodetic methods
 CD0933.and adjusted by the National Geodetic Survey in February 1996..
 CD0933
 CD0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0933
 CD0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0933
 CD0933.The geoid height was determined by GEOID03.
 CD0933
 CD0933;                    North         East     Units Scale Factor Converg.
 CD0933;SPC TX C     - 3,154,043.721   342,686.981   MT  0.99988174   -1 55 39.5
 CD0933;SPC TX C     -10,347,891.77  1,124,298.87   sFT  0.99988174   -1 55 39.5
 CD0933;UTM  13      - 3,430,194.238   588,220.885   MT  0.99969600   +0 28 33.6
 CD0933
 CD0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0933!SPC TX C     -   0.99969756  x   0.99988174  =   0.99957934
 CD0933!UTM  13      -   0.99969756  x   0.99969600  =   0.99939366
 CD0933
 CD0933:                Primary Azimuth Mark                     Grid Az
 CD0933:SPC TX C     -  GOMEZ PEAK                               010 10 29.5
 CD0933:UTM  13      -  GOMEZ PEAK                               007 46 16.4
 CD0933
 CD0933|---------------------------------------------------------------------|
 CD0933| PID    Reference Object                     Distance      Geod. Az  |
 CD0933|                                                           dddmmss.s |
 CD0933| CD0932 GOMEZ PEAK                          APPROX. 2.7 KM 0081450.0 |
 CD0933| CH9160 NEWMAN RM                            26.178 METERS 04317     |
 CD0933| BP0943 BLACK MOUNTAIN                      APPROX.32.3 KM 1634622.8 |
 CD0933| CH9161 NEWMAN RM 1                           4.988 METERS 17246     |
 CD0933| BQ0412 HIGH OR SAWTOOTH MOUNTAIN           APPROX.38.0 KM 2023313.7 |
 CD0933| CD0931 NEWMAN USGS 1909                    360.869 METERS 23540     |
 CD0933| CH9159 NEWMAN AZ MK                                       2354222.9 |
 CD0933| CH9162 NEWMAN RM 2                           3.929 METERS 25056     |
 CD0933| BQ0422 FLAT CONE SE BORACHO                APPROX.30.8 KM 2573009.5 |
 CD0933|---------------------------------------------------------------------|
 CD0933
 CD0933                          SUPERSEDED SURVEY CONTROL
 CD0933
 CD0933  NAD 83(1986)-  31 00 07.33658(N)    104 04 33.20794(W) AD(       ) 1
 CD0933  NAD 27      -  31 00 06.83000(N)    104 04 31.52200(W) AD(       ) 1
 CD0933  NGVD 29 (07/19/86) 1948.0    (m)         6391.     (f) VERT ANG       
 CD0933
 CD0933.Superseded values are not recommended for survey control.
 CD0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0933.See file dsdata.txt to determine how the superseded data were derived.
 CD0933
 CD0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ8822130194(NAD 83)
 CD0933_MARKER: P = PIPE CAP
 CD0933_SETTING: 80 = SET IN A BOULDER
 CD0933_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CD0933
 CD0933  HISTORY     - Date     Condition        Report By
 CD0933  HISTORY     - 1909     MONUMENTED       CGS
 CD0933  HISTORY     - 1931     GOOD             CGS
 CD0933  HISTORY     - 1937     GOOD             CGS
 CD0933  HISTORY     - 1942     GOOD             CGS
 CD0933  HISTORY     - 1943     GOOD             CGS
 CD0933  HISTORY     - 1968     GOOD             CGS
 CD0933  HISTORY     - 1971     GOOD             NGS
 CD0933
 CD0933                          STATION DESCRIPTION
 CD0933
 CD0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CD0933'THIS STATION IS NEAR THE U.S. GEOLOGICAL SURVEY STATION
 CD0933'OF THE SAME NAME.  IT IS 11 MILES DIRECT, S. 3 DEG E. FROM THE
 CD0933'SECTION HOUSE AT SAN MARTINE, A STATION ON THE TEXAS AND PACIFIC
 CD0933'RAILWAY, ABOUT 2 MILES S OF THE NW END OF THE DAVIS MOUNTAINS,
 CD0933'AND ABOUT 2 MILES S BY E OF J.W. MC ELROYS PLACE.
 CD0933'
 CD0933'SURFACE MARK IS CAP STATION MARK SCREWED TO TOP OF 3-INCH
 CD0933'IRON PIPE.  UNDERGROUND MARK IS BRONZE STATION DISK
 CD0933'IN ROCK.
 CD0933'
 CD0933'THE REFERENCE MARK IS A 20-PENNY NAIL DRIVEN FLUSH IN THE
 CD0933'TOP OF A HARD ROCK AT THE EDGE OF A BLUFF AND IS 26.125 METERS
 CD0933'(85.71 FEET) FROM THE STATION.
 CD0933'
 CD0933'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--HIGH PEAK, ABOUT
 CD0933'3/4 MILE, N 83 DEG 35 MIN E.  NEWMAN (U.S.G.S.), 361.0 METERS
 CD0933'(1,184 FEET), S 55 DEG 40 MIN W.  GOMEZ PEAK, ABOUT 1-1/2
 CD0933'MILES, N 08 DEG 15 MIN E.  A BLAZED PINE TREE IS 2.04
 CD0933'METERS (6.7 FEET) E OF THE STATION.  STATION RECOVERED IN 1917,
 CD0933'AND AGAIN, AS DESCRIBED, IN 1931.
 CD0933
 CD0933                          STATION RECOVERY (1937)
 CD0933
 CD0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CD0933'STATION RECOVERED, MARKS IN GOOD CONDITION.  TWO NEW REFERENCE
 CD0933'MARKS ESTABLISHED.  REVISED DESCRIPTION AS FOLLOWS--
 CD0933'
 CD0933'ABOUT 10 MILES SE OF KENT, AND 6 MILES S OF JUNCTION OF U.S.
 CD0933'HIGHWAYS 80 AND 290, ON A RIDGE-TOPPED HIGH PEAK COVERED
 CD0933'WITH BRUSH, WHICH LIES ABOUT 1-1/2 MILES S OF GOMEZ PEAK.
 CD0933'THIS SUMMIT IS KNOWN LOCALLY AS WOULFTER OR NEWMAN MOUNTAIN,
 CD0933'AND LIES IN THE WOULFTER RANCH PASTURE.
 CD0933'
 CD0933'MARK IS A BRONZE STATION DISK SET IN TOP OF A SMALL BOULDER,
 CD0933'ABOUT 6 INCHES ABOVE GROUND SURFACE, AND NOT A CAP MARK ON
 CD0933'IRON PIPE AS DESCRIBED.  THE BOULDER IS NOT VERY FIRM, BUT
 CD0933'EVIDENTLY UNDISTURBED.  IT IS DOUBTFUL IF SUB-MARK EXISTS.
 CD0933'
 CD0933'REFERENCE MARK 1909 IS A SPIKE NAIL DRIVEN INTO FIRM ROCK, NEAR
 CD0933'EDGE OF BLUFF NE OF STATION.
 CD0933'
 CD0933'REFERENCE MARK 1 1937 IS A BRONZE REFERENCE DISK IN ROCK
 CD0933'OUTCROP, ABOUT 8 INCHES ABOVE GROUND SURFACE.  STAMPED NEWMAN
 CD0933'1909 1937.
 CD0933'
 CD0933'REFERENCE MARK 2 1937 IS BRONZE REFERENCE DISK SET IN SOLID
 CD0933'OUTCROP ABOUT 8 INCHES ABOVE GROUND SURFACE, WSW OF STATION.
 CD0933'STAMPED NEWMAN 1909 1937.
 CD0933'
 CD0933'NO AZIMUTH MARK WAS SET FOR LACK OF CONVENIENT INITIAL.  NEWMAN
 CD0933'(U.S.G.S.), WHICH WAS A ROCK CAIRN ON SUMMIT 361 METERS SW
 CD0933'AND ABOUT 4 FEET HIGHER THAN STATION, WAS FOUND TORN DOWN.  A
 CD0933'SIGNAL POLE STILL ATTACHED TO TWO GUYS FITTED APPROXIMATELY
 CD0933'AT CENTER OF THE CIRCLE OF ROCKS THROWN OUT FROM CAIRN.
 CD0933'
 CD0933'REACHED FROM JUCNTION OF U.S. HIGHWAYS 80 AND 290 BY FOLLOWING
 CD0933'HIGHWAY 290 SE 7.25 MILES TO A RANCH ROAD LEADING RIGHT, SW.
 CD0933'FOLLOW THIS ROAD 3.95 MILES TO WOULFTER RANCH HOUSE, PASS TO
 CD0933'S OF HOUSE, AND FOLLOW ROAD UP VALLEY 2.05 MILES TO AN OLD
 CD0933'HOUSE IN CANYON.  CONTINUE UP CANYON W 0.2 MILE TO END OF
 CD0933'ROAD AND TRUCK TRAVEL.  THENCE, CONTINUE ON STOCK TRAILS UP
 CD0933'CANYON ABOUT 3/4 MILE AND TURN LEFT, S, UP ONE OF THE RIDGES
 CD0933'LEADING TO SUMMIT AND STATION.  THE CLIMB FROM THE CANYON IS
 CD0933'STEEP AND ROUGH THROUGH ROCKS AND CATCLAW BRUSH.  TOTAL PACK
 CD0933'ABOUT 2 HOURS.  IT IS DOUBTFUL IF PACK ANIMALS CAN BE
 CD0933'TAKEN TO STATION BY THIS ROUTE.
 CD0933
 CD0933                          STATION RECOVERY (1942)
 CD0933
 CD0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 CD0933'STATION AND REFERENCE MARKS FOUND TO BE IN GOOD CONDITION.
 CD0933'
 CD0933'LOCATED ABOUT 10 MILES SE OF KENT, AND 6 MILES S OF JUNCTION
 CD0933'OF U.S. HIGHWAYS 80 AND 290, ON A RIDGE-TOPPED HIGH PEAK
 CD0933'COVERED WITH BRUSH, WHICH LIES ABOUT 1-1/2 MILES S OF GOMEZ
 CD0933'PEAK.  THIS SUMMIT IS KNOWN LOCALLY AS WOULFTER OR NEWMAN
 CD0933'MOUNTAIN, AND LIES IN THE WOULFTER RANCH PASTURE.
 CD0933'
 CD0933'REACHED FROM KENT BY GOING E ON HIGHWAY 80 FOR 3.6 MILES,
 CD0933'TURN RIGHT THROUGH GATE AND FOLLOW OLD PAVEMENT 0.9 MILE, CROSS
 CD0933'WASH, CONTINUE 0.3 MILE, TAKE RIGHT FORK, A TRACK ROAD, AND FOLLOW
 CD0933'MAIN-TRAVELED ROAD S FOR 4.5 MILES TO COWDEN RANCH.  FROM COWDEN
 CD0933'RANCH BUILDINGS FOLLOW DIM TRACK ROAD RIGHT AROUND BARN 0.15
 CD0933'MILE TO GATE, PASS THROUGH GATE AND TURN SHARP ACROSS WASH,
 CD0933'FOLLOW DIM TRACK ROAD SSE ALONG FLAT RIDGE 0.8 MILE, GO THROUGH
 CD0933'GATE AND CONTINUE ON DIM TRACK ROAD SE 0.5 MILE, TOWARD DRAW
 CD0933'(THIS DRAW IS N OF A LARGE ROUND GRASSY HILL), CONTINUE ON
 CD0933'VERY DIM TRACKS UP DRAW, CROSSING WASH, ABOUT 0.4 MILE TO
 CD0933'END OF ROAD (ON TOP OF GRASSY RIDGE) AND TRUCK TRAVEL.  A
 CD0933'FENCELINE 150 YARDS S OF HERE, RUNNING E-W WILL BE
 CD0933'OBSERVED.  FROM END OF TRUCK TRAVEL GO S (RIGHT) TO FENCE,
 CD0933'TURNING LEFT (UPHILL) ALONG FENCE.  FOLLOW THIS FENCE TO TOP
 CD0933'OF RIDGE, TO SLIGHT SADDLE ON RIDGE.  HERE THIS FENCE
 CD0933'INTERSECTS A CROSS FENCE RUNNING LEFT ALONG CREST OF RIDGE.
 CD0933'TURN SHARP LEFT FOLLOWING FENCE TO TOP OF HIGHEST POINT OF
 CD0933'THIS RIDGE, ABOUT 250 YARDS.  FROM THIS POINT, TURN RIGHT
 CD0933'(E), CONTINUING TO HIGHEST POINT, ABOUT 250 YARDS, TO
 CD0933'TOP OF HILL BEARING U.S.G.S. STATION.  THENCE TURN LEFT
 CD0933'INTO SADDLE OF CONNECTING RIDGE, BEARING NE (SLIGHTLY RIGHT)
 CD0933'TO HIGHEST POINT AND STATION.  HORSES CANNOT BE TAKEN VIA
 CD0933'THIS ROUTE.
 CD0933
 CD0933                          STATION RECOVERY (1943)
 CD0933
 CD0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0933'STATION NOT OCCUPIED BY AN OBSERVING PARTY.  ALL MARKS RECOVERED
 CD0933'IN GOOD CONDITION.
 CD0933'
 CD0933'STATION IS LOCATED ABOUT 8-1/2 MILES SE OF KENT, 2-1/2
 CD0933'MILES SE OF THE COWDEN RANCH, 1-1/2 MILES S OF GOMEZ PEAK,
 CD0933'WHICH IS A SHARP PEAK AT THE N END OF THE MOUNTAINS AND
 CD0933'WELL-KNOWN LOCALLY.  STATION IS ABOUT 1/4 MILE NE OF NEWMAN
 CD0933'(U.S.G.S.), AND AT ABOUT THE SAME ELEVATION.  LOCATED ON THE
 CD0933'SUMMIT OF A FLAT-TOPPED PEAK THAT IS COVERED WITH SCRUB PINE
 CD0933'TREES.
 CD0933'
 CD0933'STATION MARKED BY A BRONZE STATION DISK, STAMPED NEWMAN 1909,
 CD0933'SET IN A BOULDER PROJECTING ABOUT 5 INCHES ABOVE GROUND.  IT
 CD0933'IS 6.7 FEET W OF A BLAZED PINE TREE.
 CD0933'
 CD0933'REFERENCE MARK 1 IS A BRONZE REFERENCE MARK DISK SET IN A
 CD0933'ROCK OUTCROP, ABOUT 8 INCHES ABOVE THE GROUND, 4.984 METERS
 CD0933'(1937 MEASUREMENT) SSE OF THE STATION.  STAMPED NEWMAN 1909 1937.
 CD0933'
 CD0933'REFERENCE MARK 2 IS A BRONZE REFERENCE MARK DISK, STAMPED NEWMAN
 CD0933'1909 1937, SET IN A ROCK OUTCROP ABOUT 8 INCHES ABOVE THE GROUND,
 CD0933'3.922 METERS WSW OF THE STATION.  (DISTANCE IS 1937 MEASUREMENT.)
 CD0933'
 CD0933'THE 1909 REFERENCE MARK, A SPIKE DRIVEN INTO ROCK NEAR EDGE
 CD0933'OF BLUFF, IS 26.127 METERS (1937 MEASUREMENT) NE OF THE
 CD0933'STATION.
 CD0933'
 CD0933'STATION MAY BE REACHED BY FOLLOWING DIRECTIONS GIVEN BY J.C.S.
 CD0933'IN 1942.
 CD0933
 CD0933                          STATION RECOVERY (1968)
 CD0933
 CD0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0933'THE STATION MARK, REFERENCE POINT 1909, REFERENCE MARKS 1 AND
 CD0933'2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 CD0933'CONDITION.  THE DISTANCE AND THE DIRECTION COMPARED FAVORABLY
 CD0933'WITH THE OLD DATA.  THERE IS NO DATA AVAILABLE ON THE AZIMUTH
 CD0933'MARK.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 CD0933'
 CD0933'THE STATION IS LOCATED ABOUT 20 MILES WEST OF BALMORHEA, 10
 CD0933'MILES SOUTHEAST OF KENT, 7 MILES SOUTH OF THE JUNCTION OF
 CD0933'U.S. HIGHWAY 80 AND 290 AND ON THE HIGHEST POINT OF A FLAT
 CD0933'TOPPED, BRUSH COVERED PEAK ON THE RANCH OWNED BY MR. NELSON
 CD0933'LETHCO.
 CD0933'
 CD0933'TO REACH THE STATION FROM THE POST OFFICE IN BALMORHEA, GO
 CD0933'WEST ON U.S. HIGHWAY 290 AND STATE HIGHWAY 17 FOR 4.6 MILES
 CD0933'TO THE JUNCTION THEREOF.  CONTINUE WEST ON U.S. HIGHWAY 290 FOR
 CD0933'10.1 MILES TO A SIDE ROAD LEFT AND SIGN K.C. RANCH.  CONTINUE
 CD0933'WEST ON HIGHWAY 290 FOR 3.0 MILES TO A SIDE ROAD AND CATTLE
 CD0933'GUARD ON THE LEFT.  TURN LEFT CROSSING THE CATTLE GUARD AND GO
 CD0933'SOUTHWESTERLY ON THE GRADED ROAD FOR 2.1 MILES TO A GATE.
 CD0933'PASS THROUGH THE GATE AND CONTINUE SOUTHWESTERLY ON THE GRADED
 CD0933'ROAD FOR 2.0 MILES TO A RANCH HOUSE ON THE LEFT. CONTINUE
 CD0933'AHEAD FOR 0.05 MILE PASSING BETWEEN THE HOUSE AND THE BARN TO
 CD0933'A FORK.  TAKE THE LEFT FORK AND GO SOUTH AND WESTERLY ON THE BLADED
 CD0933'ROAD FOR 1.5 MILES UP THE VALLEY TO A SQUARE WATER TANK
 CD0933'ON THE RIGHT.  CONTINUE AHEAD SOUTHWESTERLY FOR 0.35 MILE TO A
 CD0933'FORK.  TAKE THE LEFT FORK AND GO SOUTHERLY FOR 0.65 MILE TO A
 CD0933'GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD
 CD0933'SOUTHERLY FOR 0.6 MILE TO A GATE.  PASS THROUGH THE GATE AND
 CD0933'CONTINUE AHEAD SOUTHERLY THENCE WESTERLY UP THE CANYON FOR
 CD0933'1.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO WESTERLY
 CD0933'FOR 0.2 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 CD0933'AHEAD WESTERLY ON A TRACK ROAD UP THE CANYON FOR 1.3 MILES
 CD0933'TO A GATE.  HERE TURN AROUND AND GO BACK EASTERLY FOR 0.2
 CD0933'MILE TO THE END OF TRUCK TRAVEL.  PACK NORTHWESTERLY UP STEEP
 CD0933'SLOPE TO THE TOP OF THE RIDGE AND THE AZIMUTH MARK ON A
 CD0933'ROCKY POINT ON THE SOUTHEAST SIDE OF THE BLUFF.  CONTINUE AHEAD
 CD0933'NORTHEASTERLY ACROSS A SMALL DRAW AND UP A GENTLE SLOPE TO THE
 CD0933'HIGHEST POINT OF THE PEAK AND THE STATION.  THIS IS ABOUT A
 CD0933'1-1/2 HOURS PACK.
 CD0933'
 CD0933'THE STATION MARK IS A STANDARD DISK STAMPED NEWMAN 1909,
 CD0933'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES
 CD0933'ABOVE THE GROUND SURFACE.  IT IS ON THE HIGHEST POINT OF
 CD0933'THE PEAK AND MARKED BY A GUYED POLE.
 CD0933'
 CD0933'REFERENCE POINT 1909 IS AN IRON SPIKE DRIVEN INTO FIRM ROCK
 CD0933'NEAR THE EDGE OF THE BLUFF NORTHEAST OF THE STATION.
 CD0933'
 CD0933'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NEWMAN NO 1 1909
 CD0933'1937, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 CD0933'PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.
 CD0933'
 CD0933'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NEWMAN NO 2 1909
 CD0933'1937, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND PROJECTS
 CD0933'18 INCHES ABOVE THE GROUND SURFACE.
 CD0933'
 CD0933'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NEWMAN 1942, CEMENTED
 CD0933'IN A DRILL HOLE IN OUTCROPPING BEDROCK NEAR THE POINT DESCRIBED
 CD0933'AS A U.S. GEOLOGICAL SURVEY STATION IN THE 1937 DESCRIPTION.
 CD0933'
 CD0933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 CD0933'SOUTHEAST OF KENT
 CD0933
 CD0933                          STATION RECOVERY (1971)
 CD0933
 CD0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CD0933'THE STATION MARK, REFERENCE POINT 1909, REFERENCE MARKS 1 AND
 CD0933'2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 CD0933'CONDITION.  THE DISTANCE AND DIRECTION TO ALL THE MARKS COMPARED
 CD0933'FAVORABLY WITH THE 1968 OBSERVATIONS.  PERMISSION COULD NOT
 CD0933'BE OBTAINED AS PER THE 1968 DESCRIPTION, BUT IF AT ALL POSSIBLE
 CD0933'THE 1968 TO REACH SHOULD BE USED.  A COMPLETE NEW DESCRIPTION
 CD0933'FOLLOWS--
 CD0933'
 CD0933'THE STATION IS LOCATED ABOUT 20 MILES WEST OF BALMORHEA, 10
 CD0933'MILES SOUTHEAST OF KENT, 7 MILES SOUTH OF THE JUNCTION OF
 CD0933'INTERSTATE HIGHWAYS 10 AND 20, AND ON THE HIGHEST POINT OF A FLAT
 CD0933'TOPPED, BRUSH COVERED PEAK ON THE RANCH OWNED BY MR. NELSON
 CD0933'LETHCO.
 CD0933'
 CD0933'TO REACH THE STATION FROM THE CHERRY CREEK ROAD EXIT ON INTERSTATE
 CD0933'HIGHWAY 10 ABOUT 5 MILES EAST OF KENT GO SOUTH ON THE GRAVELED
 CD0933'ROAD FOR 1.4 MILES TO A CORRAL AND TANK ON THE LEFT.  CONTINUE
 CD0933'SOUTHEAST ON THE GRAVELED ROAD FOR 3.5 MILES TO THE RANCH
 CD0933'HOME OF MR. BILL COWDEN.  PASS THROUGH A GATE AT THE WEST SIDE
 CD0933'OF THE RANCH YARD AND GO SOUTHERLY ON THE TRACK ROAD FOR 0.2
 CD0933'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHEAST
 CD0933'ON THE TRACK ROAD FOR 0.1 MILE TO A DIM TRACK ROAD RIGHT.
 CD0933'TURN RIGHT PASSING THROUGH A WASH AND THEN BEAR LEFT AND GO
 CD0933'EASTERLY ON THE TRACK ROAD FOR 0.8 MILE TO A GATE.  PASS
 CD0933'THROUGH THE GATE AND CONTINUE EASTERLY ON THE TRACK
 CD0933'ROAD FOR 0.15 MILE TO A DIM FORK.  TAKE THE RIGHT FORK AND
 CD0933'CONTINUE SOUTHEAST ON THE DIM TRACK ROAD FOR 0.85 MILE TO
 CD0933'AN EARTHEN DAM AND THE END OF TRUCK TRAVEL.  PACK EASTERLY
 CD0933'UPHILL ALONG A FENCE TO THE TOP OF A SADDLE THENCE
 CD0933'NORTHERLY ALONG THE FENCE TO THE TOP OF THE RIDGE.  CROSS
 CD0933'OVER THE FENCE AND GO EASTERLY TO A ROCKY POINT AT THE
 CD0933'SOUTHEAST SIDE OF THE RIDGE AND THE AZIMUTH MARK.  THENCE GO
 CD0933'NORTHEASTERLY ACROSS A SMALL DRAW AND UP A GENTLE SLOPE TO THE
 CD0933'HIGHEST POINT OF THE PEAK AND THE STATION.  THIS IS A 3 HOUR
 CD0933'PACK.
 CD0933'
 CD0933'THE STATION MARK IS A STANDARD DISK STAMPED NEWMAN 1909, CEMENTED
 CD0933'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES ABOVE THE
 CD0933'GROUND SURFACE.  IT IS ON THE HIGHEST POINT OF THE PEAK AND IS
 CD0933'MARKED BY A GUYED POLE.
 CD0933'
 CD0933'REFERENCE POINT 1909 IS AN IRON SPIKE DRIVEN INTO ROCK NEAR
 CD0933'THE NORTHEAST EDGE OF THE RIDGE.
 CD0933'
 CD0933'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NEWMAN NO 1 1909
 CD0933'1937, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 CD0933'PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.
 CD0933'
 CD0933'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NEWMAN NO 2 1909
 CD0933'1937, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 CD0933'PROJECTS 18 INCHES ABOVE THE GROUND SURFACE.
 CD0933'
 CD0933'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NEWMAN 1942,
 CD0933'CEMENTED IN A DRILL HOLE IN A BOULDER ON A ROCKY POINT NEAR
 CD0933'THE SOUTHEAST EDGE OF THE RIDGE.
 CD0933'
 CD0933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 CD0933'SOUTHEAST OF KENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0496 ***********************************************************************
 DP0496  DESIGNATION -  NEWMAN ET
 DP0496  PID         -  DP0496
 DP0496  STATE/COUNTY-  TX/KING
 DP0496  USGS QUAD   -  DARK CANYON (1967)
 DP0496
 DP0496                         *CURRENT SURVEY CONTROL
 DP0496  ___________________________________________________________________
 DP0496* NAD 83(1993)-  33 33 59.91249(N)    100 11 31.35119(W)     ADJUSTED  
 DP0496* NAVD 88     -       553.4    (meters)    1816.     (feet)  VERTCON   
 DP0496  ___________________________________________________________________
 DP0496  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 DP0496  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DP0496
 DP0496  HORZ ORDER  -  SECOND
 DP0496
 DP0496.The horizontal coordinates were established by classical geodetic methods
 DP0496.and adjusted by the National Geodetic Survey in February 1996..
 DP0496
 DP0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0496
 DP0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0496
 DP0496.The geoid height was determined by GEOID03.
 DP0496
 DP0496;                    North         East     Units Scale Factor Converg.
 DP0496;SPC TXNC     - 2,211,956.779   442,912.214   MT  0.99991291   -0 55 22.2
 DP0496;SPC TXNC     - 7,257,061.53  1,453,121.16   sFT  0.99991291   -0 55 22.2
 DP0496;UTM  14      - 3,714,744.257   389,358.524   MT  0.99975092   -0 39 33.0
 DP0496
 DP0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0496!SPC TXNC     -   0.99991747  x   0.99991291  =   0.99983039
 DP0496!UTM  14      -   0.99991747  x   0.99975092  =   0.99966841
 DP0496
 DP0496:                Primary Azimuth Mark                     Grid Az
 DP0496:SPC TXNC     -  BATEMAN                                  013 46 05.9
 DP0496:UTM  14      -  BATEMAN                                  013 30 16.7
 DP0496
 DP0496|---------------------------------------------------------------------|
 DP0496| PID    Reference Object                     Distance      Geod. Az  |
 DP0496|                                                           dddmmss.s |
 DP0496| DP0497 BATEMAN                             APPROX.12.9 KM 0125043.7 |
 DP0496| CX7816 NEWMAN ET RM 2                       11.923 METERS 10129     |
 DP0496| CX7815 NEWMAN ET RM 1                       12.008 METERS 27829     |
 DP0496|---------------------------------------------------------------------|
 DP0496
 DP0496                          SUPERSEDED SURVEY CONTROL
 DP0496
 DP0496  NAD 83(1993)-  33 33 59.91452(N)    100 11 31.35148(W) AD(       ) 2
 DP0496  NAD 83(1986)-  33 33 59.91798(N)    100 11 31.34426(W) AD(       ) 2
 DP0496  NAD 27      -  33 33 59.60573(N)    100 11 29.96524(W) AD(       ) 2
 DP0496  NGVD 29 (07/19/86)  553.2    (m)         1815.     (f) VERT ANG       
 DP0496
 DP0496.Superseded values are not recommended for survey control.
 DP0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0496.See file dsdata.txt to determine how the superseded data were derived.
 DP0496
 DP0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8935914744(NAD 83)
 DP0496_MARKER: DD = SURVEY DISK
 DP0496_SETTING: 0 = UNSPECIFIED SETTING
 DP0496_STAMPING: NEWMAN ET 1966
 DP0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0496
 DP0496  HISTORY     - Date     Condition        Report By
 DP0496  HISTORY     - 1966     MONUMENTED       USGS
 DP0496  HISTORY     - 19990210 POOR             TXDOT
 DP0496
 DP0496                          STATION DESCRIPTION
 DP0496
 DP0496'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DP0496'LOCATED SOUTH 64 DEG EAST ABOUT 8 MILES (AIRLINE) FROM GUTHRIE,
 DP0496'TEXAS.  NORTH 4 DEG EAST ABOUT 30 MILES (AIRLINE) FROM ASPERMONT,
 DP0496'TEXAS.  ABOUT 0.4 MILES WNW OF A LARGE BARN.  ON THE CREST OF A
 DP0496'LOW RIDGE.  48 FEET SOUTH OF THE CENTERLINE OF U.S. HWY. 82.  2.3
 DP0496'FEET NORTH OF RIGHT OF WAY FENCE.  4.0 FEET SOUTH OF A USGS
 DP0496'WITNESS SIGN MOUNTED ON A METAL POST.  THE SITE CAN BE LOCATED
 DP0496'ON THE LUBBOCK (NI 14-7) 1--250,000-SERIES MAP.
 DP0496'
 DP0496'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DP0496'
 DP0496'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DP0496'ROD DRIVEN TO A DEPTH OF 9.5 FEET (REFUSAL) AND CENTERED IN A
 DP0496'6 INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH THE
 DP0496'GROUND.  AND STAMPED NEWMAN ET 1966.
 DP0496'
 DP0496'REFERENCE MARK NO. 1 IS A USGS BRONZE RM TABLET CRIMPED TO
 DP0496'A COPPER-COATED ROD DRIVEN TO A DEPTH OF 7.4 FEET (REFUSAL) AND
 DP0496'CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH
 DP0496'GRAVEL.  FLUSH WITH THE GROUND.  LOCATED 39.40 FEET (12.008
 DP0496'METERS) WNW OF THE STATION MARK.  AND STAMPED NEWMAN ET NO. 1
 DP0496'1966.
 DP0496'
 DP0496'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DP0496'COPPER-COATED ROD DRIVEN TO A DEPTH OF 3.3 FEET (REFUSAL) AND
 DP0496'CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH
 DP0496'GRAVEL.  FLUSH WITH THE GROUND.  LOCATED 39.12 FEET (11.923
 DP0496'METERS) ESE OF THE STATION MARK.  AND STAMPED NEWMAN ET NO. 2
 DP0496'1966.
 DP0496'
 DP0496'AZIMUTH MARK--USC AND GS STATION BATEMAN IS VISIBLE FROM THE
 DP0496'GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 DP0496
 DP0496                          STATION RECOVERY (1999)
 DP0496
 DP0496'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 DP0496'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.  DISK IS ABOUT 4 CM
 DP0496'OUT OF PLUMB, DISK IS ABOUT 15 CM ABOVE GROUND AND TILE IS EXPOSED AND
 DP0496'BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0931 ***********************************************************************
 CD0931  DESIGNATION -  NEWMAN USGS 1909
 CD0931  PID         -  CD0931
 CD0931  STATE/COUNTY-  TX/JEFF DAVIS
 CD0931  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0931
 CD0931                         *CURRENT SURVEY CONTROL
 CD0931  ___________________________________________________________________
 CD0931* NAD 83(1993)-  31 00 00.72728(N)    104 04 44.44406(W)     ADJUSTED  
 CD0931* NAVD 88     -      1948.5    (meters)    6393.     (feet)  VERTCON   
 CD0931  ___________________________________________________________________
 CD0931  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CD0931  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 CD0931
 CD0931  HORZ ORDER  -  SECOND
 CD0931
 CD0931.The horizontal coordinates were established by classical geodetic methods
 CD0931.and adjusted by the National Geodetic Survey in February 1996..
 CD0931
 CD0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0931
 CD0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0931
 CD0931.The geoid height was determined by GEOID03.
 CD0931
 CD0931;                    North         East     Units Scale Factor Converg.
 CD0931;SPC TX C     - 3,153,850.353   342,382.342   MT  0.99988174   -1 55 45.3
 CD0931;SPC TX C     -10,347,257.37  1,123,299.40   sFT  0.99988174   -1 55 45.3
 CD0931;UTM  13      - 3,429,988.303   587,924.679   MT  0.99969536   +0 28 27.8
 CD0931
 CD0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0931!SPC TX C     -   0.99969756  x   0.99988174  =   0.99957934
 CD0931!UTM  13      -   0.99969756  x   0.99969536  =   0.99939301
 CD0931
 CD0931                          SUPERSEDED SURVEY CONTROL
 CD0931
 CD0931  NAD 83(1986)-  31 00 00.72786(N)    104 04 44.44061(W) AD(       ) 2
 CD0931  NAD 27      -  31 00 00.21800(N)    104 04 42.75800(W) AD(       ) 2
 CD0931  NGVD 29 (07/19/86) 1948.0    (m)         6391.     (f) VERT ANG       
 CD0931
 CD0931.Superseded values are not recommended for survey control.
 CD0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0931.See file dsdata.txt to determine how the superseded data were derived.
 CD0931
 CD0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ8792529988(NAD 83)
 CD0931_MARKER: Z = SEE DESCRIPTION
 CD0931_SETTING: 0 = UNSPECIFIED SETTING
 CD0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0931
 CD0931  HISTORY     - Date     Condition        Report By
 CD0931  HISTORY     - 1909     MONUMENTED       USGS
 CD0931
 CD0931                          STATION DESCRIPTION
 CD0931
 CD0931'DESCRIBED BY US GEOLOGICAL SURVEY 1909 (JSH)
 CD0931'STATION MARKED BUT NOT DESCRIBED.  POINT, 361.0 METERS (1,184
 CD0931'FEET) S DEG 55 40 MIN W FROM STATION NEWMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0166 ***********************************************************************
 BM0166  DESIGNATION -  NEWSOM 2
 BM0166  PID         -  BM0166
 BM0166  STATE/COUNTY-  TX/AUSTIN
 BM0166  USGS QUAD   -  BUCKHORN (1989)
 BM0166
 BM0166                         *CURRENT SURVEY CONTROL
 BM0166  ___________________________________________________________________
 BM0166* NAD 83(1993)-  30 01 47.32409(N)    096 07 42.45489(W)     ADJUSTED  
 BM0166* NAVD 88     -        57.60   (+/-2cm)     189.0    (feet)  VERTCON   
 BM0166  ___________________________________________________________________
 BM0166  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BM0166  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BM0166
 BM0166  HORZ ORDER  -  SECOND
 BM0166  VERT ORDER  -  THIRD (See Below)
 BM0166
 BM0166.The horizontal coordinates were established by classical geodetic methods
 BM0166.and adjusted by the National Geodetic Survey in February 1996..
 BM0166.No horizontal observational check was made to the station.
 BM0166
 BM0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0166.The vertical order pertains to the NGVD 29 superseded value.
 BM0166
 BM0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0166
 BM0166.The geoid height was determined by GEOID03.
 BM0166
 BM0166;                    North         East     Units Scale Factor Converg.
 BM0166;SPC TXSC     - 4,246,833.598   876,936.002   MT  0.99993660   +1 24 24.5
 BM0166;SPC TXSC     -13,933,153.23  2,877,080.87   sFT  0.99993660   +1 24 24.5
 BM0166;SPC TX C     - 3,047,922.902 1,105,504.577   MT  1.00002432   +2 09 56.7
 BM0166;SPC TX C     - 9,999,727.05  3,626,976.27   sFT  1.00002432   +2 09 56.7
 BM0166;UTM  14      - 3,325,563.531   776,928.879   MT  1.00054628   +1 26 16.7
 BM0166
 BM0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0166!SPC TXSC     -   0.99999523  x   0.99993660  =   0.99993183
 BM0166!SPC TX C     -   0.99999523  x   1.00002432  =   1.00001955
 BM0166!UTM  14      -   0.99999523  x   1.00054628  =   1.00054151
 BM0166
 BM0166|---------------------------------------------------------------------|
 BM0166| PID    Reference Object                     Distance      Geod. Az  |
 BM0166|                                                           dddmmss.s |
 BM0166| BM0165 NEWSOM                               24.073 METERS 09723     |
 BM0166| BM0164 NEWSOM 2 RM 1                         7.573 METERS 15120     |
 BM0166| BM0168 NEWSOM AZ MK                        432.773 METERS 2295917.4 |
 BM0166|---------------------------------------------------------------------|
 BM0166
 BM0166                          SUPERSEDED SURVEY CONTROL
 BM0166
 BM0166  NAD 83(1986)-  30 01 47.33881(N)    096 07 42.43791(W) AD(       ) 2
 BM0166  NAD 27      -  30 01 46.54250(N)    096 07 41.58890(W) AD(       ) 2
 BM0166  NGVD 29 (??/??/??)   57.59   (m)          188.9    (f) RESET       3  
 BM0166
 BM0166.Superseded values are not recommended for survey control.
 BM0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0166.See file dsdata.txt to determine how the superseded data were derived.
 BM0166
 BM0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7692925564(NAD 83)
 BM0166_MARKER: DS = TRIANGULATION STATION DISK
 BM0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0166_STAMPING: NEWSOM 2 1957
 BM0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0166+STABILITY: SURFACE MOTION
 BM0166
 BM0166  HISTORY     - Date     Condition        Report By
 BM0166  HISTORY     - 1957     MONUMENTED       CGS
 BM0166  HISTORY     - 1957     GOOD             CGS
 BM0166  HISTORY     - 19991023 GOOD             USPSQD
 BM0166
 BM0166                          STATION DESCRIPTION
 BM0166
 BM0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (PT)
 BM0166'THIS STATION IS IN THE VILLAGE OF COCHRAN WHICH IS ON STATE
 BM0166'HIGHWAY NO. 159, 10.0 MILES NORTHEAST OF BELLVILLE AND 6.0 MILES
 BM0166'SOUTHWEST OF HEMPSTEAD.  IT IS 1.5 MILES SOUTHWEST OF THE
 BM0166'BRAZOS RIVER BRIDGE ON THE SUMMIT OF THE FIRST DIVIDE SOUTHWEST
 BM0166'OF THE RIVER BOTTOMS.  THE STATION MARK IS ACROSS THE HIGHWAY
 BM0166'FROM LANGES STORE, 25 YARDS NORTHWEST OF THE CENTERLINE OF THE
 BM0166'HIGHWAY AND 1 FOOT NORTHEAST OF THE DIVIDING PROPERTY LINE
 BM0166'BETWEEN A SMALL GREY HOUSE TO THE WEST AND AN OPEN YARD TO
 BM0166'THE EAST.  IT IS 40 FEET EAST OF THE HOUSE AND ABOUT 25
 BM0166'FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY LINE OF THE
 BM0166'HIGHWAY.  A STANDARD DISK STAMPED NEWSOM 2 1957 IN A
 BM0166'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 BM0166'
 BM0166'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NEWSOM 2
 BM0166'NO. 1 1957 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.  IT
 BM0166'IS 1 FOOT EAST OF THE PROPERTY LINE AND ON THE APPROXIMATE
 BM0166'RIGHT-OF-WAY LINE OF THE HIGHWAY.
 BM0166'
 BM0166'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED NEWSOM NO. 3 1954
 BM0166'IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS ABOUT
 BM0166'100 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 60 FEET
 BM0166'SOUTH OF AN OLD STORE BUILDING AND 17 FEET NORTHEAST OF A
 BM0166'WIRE FENCE.
 BM0166'
 BM0166'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED NEWSOM
 BM0166'AZIMUTH 1935 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES
 BM0166'AND LEANING SLIGHTLY TO THE SOUTHWEST.  IT IS ABOUT 0.4 MILE
 BM0166'SOUTH WEST OF THE STATION, 73 YARDS SOUTHEAST OF THE CENTERLINE
 BM0166'OF STATE HIGHWAY NO. 159 AND IN THE NORTHEAST FENCE LINE
 BM0166'OF A PAVED ROAD LEADING SOUTHEAST TO THE OIL FIELD.
 BM0166
 BM0166                          STATION RECOVERY (1957)
 BM0166
 BM0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 BM0166'IN COCHRAN.
 BM0166'IN THE VILLAGE OF COCHRAN, ABOUT 25 YARDS NORTHWEST OF THE CENTERLINE
 BM0166'OF STATE HIGHWAY NO. 159, ACROSS THE HIGHWAY FROM LANGES STORE, 1 FOOT
 BM0166'NORTHEAST OF THE PROPERTY LINE BETWEEN A SMALL GREY HOUSE TO THE WEST
 BM0166'AND AN OPEN YARD AREA TO THE EAST.  IT IS 40 FEET NORTHEAST OF THE
 BM0166'HOUSE AND ABOUT 25 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY LINE
 BM0166'OF THE HIGHWAY.  A STANDARD TRIANGULATION DISK STAMPED NEWSOM 2 1957
 BM0166'IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 BM0166
 BM0166                          STATION RECOVERY (1999)
 BM0166
 BM0166'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0164 ***********************************************************************
 BM0164  DESIGNATION -  NEWSOM 2 RM 1
 BM0164  PID         -  BM0164
 BM0164  STATE/COUNTY-  TX/AUSTIN
 BM0164  USGS QUAD   -  BUCKHORN (1989)
 BM0164
 BM0164                         *CURRENT SURVEY CONTROL
 BM0164  ___________________________________________________________________
 BM0164* NAD 83(1986)-  30 01 47.     (N)    096 07 43.     (W)     SCALED    
 BM0164* NAVD 88     -        57.43   (+/-2cm)     188.4    (feet)  VERTCON   
 BM0164  ___________________________________________________________________
 BM0164  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BM0164
 BM0164  VERT ORDER  -  THIRD (See Below)
 BM0164
 BM0164.The horizontal coordinates were scaled from a topographic map and have
 BM0164.an estimated accuracy of +/- 6 seconds.
 BM0164
 BM0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0164.The vertical order pertains to the NGVD 29 superseded value.
 BM0164
 BM0164.The geoid height was determined by GEOID03.
 BM0164
 BM0164;                    North         East    Units  Estimated Accuracy
 BM0164;SPC TXSC     - 4,246,820.      876,920.      MT  (+/- 180 meters Scaled)
 BM0164
 BM0164                          SUPERSEDED SURVEY CONTROL
 BM0164
 BM0164  NGVD 29 (01/29/03)   57.41   (m)          188.4    (f) RESET       3  
 BM0164
 BM0164.Superseded values are not recommended for survey control.
 BM0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0164.See file dsdata.txt to determine how the superseded data were derived.
 BM0164
 BM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU769255(NAD 83)
 BM0164_MARKER: DR = REFERENCE MARK DISK
 BM0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0164_STAMPING: NEWSOM 2 NO. 1 1957
 BM0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0164+STABILITY: SURFACE MOTION
 BM0164
 BM0164  HISTORY     - Date     Condition        Report By
 BM0164  HISTORY     - 1957     MONUMENTED       CGS
 BM0164  HISTORY     - 19991023 GOOD             USPSQD
 BM0164
 BM0164                          STATION DESCRIPTION
 BM0164
 BM0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BM0164'IN COCHRAN.
 BM0164'IN THE VILLAGE OF COCHRAN, IN THE APPROXIMATE NORTHWEST RIGHT-OF-WAY
 BM0164'LINE OF STATE HIGHWAY NO.159 AND ACROSS THE HIGHWAY FROM LANGES STORE.
 BM0164'IT IS 1 FOOT NORTHEAST OF THE PROPERTY LINE BETWEEN A SMALL GREY
 BM0164'HOUSE TO THE WEST AND AN OPEN FRONT YARD TO THE EAST AND 24.84 FEET
 BM0164'SOUTHEAST OF TRIANGULATION STATION NEWSOM 2 1957.  A STANDARD
 BM0164'REFERENCE DISK STAMPED NEWSOM 2 NO.1 1957 IN A CONCRETE POST
 BM0164'PROJECTING ABOUT 2 INCHES.
 BM0164
 BM0164                          STATION RECOVERY (1999)
 BM0164
 BM0164'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0168 ***********************************************************************
 BM0168  DESIGNATION -  NEWSOM AZ MK
 BM0168  PID         -  BM0168
 BM0168  STATE/COUNTY-  TX/AUSTIN
 BM0168  USGS QUAD   -  BUCKHORN (1989)
 BM0168
 BM0168                         *CURRENT SURVEY CONTROL
 BM0168  ___________________________________________________________________
 BM0168* NAD 83(1993)-  30 01 38.28765(N)    096 07 54.82559(W)     ADJUSTED  
 BM0168* NAVD 88     -        55.79   (+/-2cm)     183.0    (feet)  VERTCON   
 BM0168  ___________________________________________________________________
 BM0168  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BM0168  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BM0168
 BM0168  HORZ ORDER  -  SECOND
 BM0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0168
 BM0168.The horizontal coordinates were established by classical geodetic methods
 BM0168.and adjusted by the National Geodetic Survey in February 1996..
 BM0168
 BM0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0168.The vertical order pertains to the NGVD 29 superseded value.
 BM0168
 BM0168.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0168
 BM0168.The geoid height was determined by GEOID03.
 BM0168
 BM0168;                    North         East     Units Scale Factor Converg.
 BM0168;SPC TXSC     - 4,246,547.313   876,611.489   MT  0.99993607   +1 24 18.4
 BM0168;SPC TXSC     -13,932,213.98  2,876,016.19   sFT  0.99993607   +1 24 18.4
 BM0168;SPC TX C     - 3,047,632.318 1,105,183.856   MT  1.00002505   +2 09 50.4
 BM0168;SPC TX C     - 9,998,773.70  3,625,924.03   sFT  1.00002505   +2 09 50.4
 BM0168;UTM  14      - 3,325,276.895   776,604.324   MT  1.00054406   +1 26 10.1
 BM0168
 BM0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0168!SPC TXSC     -   0.99999551  x   0.99993607  =   0.99993158
 BM0168!SPC TX C     -   0.99999551  x   1.00002505  =   1.00002056
 BM0168!UTM  14      -   0.99999551  x   1.00054406  =   1.00053957
 BM0168
 BM0168:                Primary Azimuth Mark                     Grid Az
 BM0168:SPC TXSC     -  NEWSOM 2                                 048 34 52.8
 BM0168:SPC TX C     -  NEWSOM 2                                 047 49 20.8
 BM0168:UTM  14      -  NEWSOM 2                                 048 33 01.1
 BM0168
 BM0168|---------------------------------------------------------------------|
 BM0168| PID    Reference Object                     Distance      Geod. Az  |
 BM0168|                                                           dddmmss.s |
 BM0168| BM0166 NEWSOM 2                            432.773 METERS 0495911.2 |
 BM0168| BM0165 NEWSOM                              449.418 METERS 0521445.7 |
 BM0168|---------------------------------------------------------------------|
 BM0168
 BM0168                          SUPERSEDED SURVEY CONTROL
 BM0168
 BM0168  NAD 83(1986)-  30 01 38.30243(N)    096 07 54.80854(W) AD(       ) 2
 BM0168  NAD 27      -  30 01 37.50560(N)    096 07 53.95920(W) AD(       ) 2
 BM0168  NGVD 29 (??/??/92)   55.77   (m)          183.0    (f) COMPUTED    2 0
 BM0168
 BM0168.Superseded values are not recommended for survey control.
 BM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0168.See file dsdata.txt to determine how the superseded data were derived.
 BM0168
 BM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7660425277(NAD 83)
 BM0168_MARKER: DZ = AZIMUTH MARK DISK
 BM0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0168_STAMPING: NEWSOM 1935
 BM0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0168+STABILITY: SURFACE MOTION
 BM0168
 BM0168  HISTORY     - Date     Condition        Report By
 BM0168  HISTORY     - 1935     MONUMENTED       CGS
 BM0168  HISTORY     - 1954     GOOD             NGS
 BM0168  HISTORY     - 1957     GOOD             NGS
 BM0168  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 BM0168
 BM0168                          STATION DESCRIPTION
 BM0168
 BM0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0168'0.45 MI N FROM COCHRAN.
 BM0168'0.45 MILE NORTH ALONG A PAVED ROAD FROM THE ELEMENTARY SCHOOL AT
 BM0168'COCHRAN, 0.05 MILE SOUTH OF BENCH MARK S 1027, 33 FEET NORTHEAST OF
 BM0168'THE CENTER LINE OF A PAVED ROAD, 0.7 FOOT NORTHEAST OF A FENCE, IN
 BM0168'LINE WITH A ROW OF POWER POLES, SET IN THE TOP OF A CONCRETE POST
 BM0168'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.  0.5 MILE WEST OF
 BM0168'TRIANGULATION STATION NEWSOM 1935.
 BM0168
 BM0168                          STATION RECOVERY (1957)
 BM0168
 BM0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BM0168'RECOVERED IN GOOD CONDITION.
 BM0168
 BM0168                          STATION RECOVERY (1999)
 BM0168
 BM0168'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0162 ***********************************************************************
 BM0162  DESIGNATION -  NEWSOM RM 3
 BM0162  PID         -  BM0162
 BM0162  STATE/COUNTY-  TX/AUSTIN
 BM0162  USGS QUAD   -  BUCKHORN (1989)
 BM0162
 BM0162                         *CURRENT SURVEY CONTROL
 BM0162  ___________________________________________________________________
 BM0162* NAD 83(1986)-  30 01 47.     (N)    096 07 44.     (W)     SCALED    
 BM0162* NAVD 88     -        57.89   (+/-2cm)     189.9    (feet)  VERTCON   
 BM0162  ___________________________________________________________________
 BM0162  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BM0162
 BM0162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0162
 BM0162.The horizontal coordinates were scaled from a topographic map and have
 BM0162.an estimated accuracy of +/- 6 seconds.
 BM0162
 BM0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0162.The vertical order pertains to the NGVD 29 superseded value.
 BM0162
 BM0162.The geoid height was determined by GEOID03.
 BM0162
 BM0162;                    North         East    Units  Estimated Accuracy
 BM0162;SPC TXSC     - 4,246,820.      876,900.      MT  (+/- 180 meters Scaled)
 BM0162
 BM0162                          SUPERSEDED SURVEY CONTROL
 BM0162
 BM0162  NGVD 29 (??/??/92)   57.873  (m)          189.87   (f) ADJ UNCH    2 0
 BM0162
 BM0162.Superseded values are not recommended for survey control.
 BM0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0162.See file dsdata.txt to determine how the superseded data were derived.
 BM0162
 BM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU768255(NAD 83)
 BM0162_MARKER: DR = REFERENCE MARK DISK
 BM0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0162_STAMPING: NEWSOM NO 3 1954
 BM0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0162+STABILITY: SURFACE MOTION
 BM0162
 BM0162  HISTORY     - Date     Condition        Report By
 BM0162  HISTORY     - 1954     MONUMENTED       CGS
 BM0162  HISTORY     - 1957     GOOD             NGS
 BM0162  HISTORY     - 19991023 GOOD             USPSQD
 BM0162
 BM0162                          STATION DESCRIPTION
 BM0162
 BM0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0162'5.9 MI S FROM HEMPSTEAD.
 BM0162'5.9 MILES SOUTH ALONG STATE HIGHWAY 159 FROM THE COURTHOUSE AT
 BM0162'HEMPSTEAD, 98 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 77.0
 BM0162'FEET NORTH OF TRIANGULATION STATION NEWSOM 1935, 9 FEET NORTHEAST OF A
 BM0162'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 BM0162'THE GROUND.
 BM0162
 BM0162                          STATION RECOVERY (1957)
 BM0162
 BM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BM0162'RECOVERED IN GOOD CONDITION.
 BM0162
 BM0162                          STATION RECOVERY (1999)
 BM0162
 BM0162'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0376 ***********************************************************************
 DN0376  DESIGNATION -  NEWSOME
 DN0376  PID         -  DN0376
 DN0376  STATE/COUNTY-  TX/COLLIN
 DN0376  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0376
 DN0376                         *CURRENT SURVEY CONTROL
 DN0376  ___________________________________________________________________
 DN0376* NAD 83(1993)-  33 09 41.11438(N)    096 39 23.03404(W)     ADJUSTED  
 DN0376* NAVD 88     -       212.744  (meters)     697.98   (feet)  ADJUSTED  
 DN0376  ___________________________________________________________________
 DN0376  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DN0376  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DN0376  DYNAMIC HT  -         212.512 (meters)     697.22  (feet)  COMP
 DN0376  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 DN0376
 DN0376  HORZ ORDER  -  FIRST
 DN0376  VERT ORDER  -  SECOND    CLASS 0
 DN0376
 DN0376.The horizontal coordinates were established by classical geodetic methods
 DN0376.and adjusted by the National Geodetic Survey in February 1996..
 DN0376
 DN0376.The orthometric height was determined by differential leveling
 DN0376.and adjusted by the National Geodetic Survey in June 1991..
 DN0376
 DN0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0376
 DN0376.The geoid height was determined by GEOID03.
 DN0376
 DN0376.The dynamic height is computed by dividing the NAVD 88
 DN0376.geopotential number by the normal gravity value computed on the
 DN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0376.degrees latitude (g = 980.6199 gals.).
 DN0376
 DN0376.The modeled gravity was interpolated from observed gravity values.
 DN0376
 DN0376;                    North         East     Units Scale Factor Converg.
 DN0376;SPC TXNC     - 2,167,261.916   771,945.666   MT  0.99987445   +1 00 19.8
 DN0376;SPC TXNC     - 7,110,425.14  2,532,625.07   sFT  0.99987445   +1 00 19.8
 DN0376;UTM  14      - 3,671,628.109   718,554.638   MT  1.00018897   +1 16 56.8
 DN0376
 DN0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0376!SPC TXNC     -   0.99997064  x   0.99987445  =   0.99984509
 DN0376!UTM  14      -   0.99997064  x   1.00018897  =   1.00015961
 DN0376
 DN0376:                Primary Azimuth Mark                     Grid Az
 DN0376:SPC TXNC     -  VAN ALSTYNE MUNICIPAL TANK               013 21 12.7
 DN0376:UTM  14      -  VAN ALSTYNE MUNICIPAL TANK               013 04 35.7
 DN0376
 DN0376|---------------------------------------------------------------------|
 DN0376| PID    Reference Object                     Distance      Geod. Az  |
 DN0376|                                                           dddmmss.s |
 DN0376| DN1133 VAN ALSTYNE MUNICIPAL TANK          APPROX.30.0 KM 0142132.5 |
 DN0376| DN1143 MC KINNEY FIRST ME CHURCH TWR       APPROX. 5.6 KM 0395809.6 |
 DN0376| DN1147 MC KINNEY FIRST PRESB CH SPIRE      APPROX. 5.7 KM 0413325.2 |
 DN0376| DN1145 MC KINNEY NEWSOME BLDG CUPOLA       APPROX. 5.5 KM 0441912.7 |
 DN0376| DN1144 MC KINNEY COMP AND WHSE CO TK       APPROX. 6.3 KM 0471522.2 |
 DN0376| DN1152 MC KINNEY MUN STANDPIPE             APPROX. 5.1 KM 0493135.5 |
 DN0376| DN1148 MC KINNEY TEX TEXTILE MILL STK      APPROX. 4.9 KM 0583556.5 |
 DN0376| DN1149 MC KINNEY TEX TEXTILE SHORT TK      APPROX. 4.9 KM 0591608.1 |
 DN0376| DN1150 MC KINNEY TEX TEXTILE TALL TK       APPROX. 4.9 KM 0591707.2 |
 DN0376| DN1121 PRINCETOWN MUNICIPAL TANK           APPROX.15.2 KM 0815247.7 |
 DN0376| DN0378 NEWSOME RM 1                         27.380 METERS 09858     |
 DN0376| DN0379 NEWSOME AZ MK                                      1112540.4 |
 DN0376| DN1153 WYLIE MUNICIPAL TANK                APPROX.19.7 KM 1462106.5 |
 DN0376| DN0377 NEWSOME RM 2                         33.601 METERS 35947     |
 DN0376|---------------------------------------------------------------------|
 DN0376
 DN0376                          SUPERSEDED SURVEY CONTROL
 DN0376
 DN0376  NAD 83(1993)-  33 09 41.11646(N)    096 39 23.02846(W) AD(       ) 1
 DN0376  NAD 83(1986)-  33 09 41.12099(N)    096 39 23.02045(W) AD(       ) 1
 DN0376  NAD 27      -  33 09 40.70200(N)    096 39 22.04400(W) AD(       ) 1
 DN0376  NGVD 29 (??/??/92)  212.772  (m)          698.07   (f) ADJ UNCH    2 0
 DN0376
 DN0376.Superseded values are not recommended for survey control.
 DN0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0376.See file dsdata.txt to determine how the superseded data were derived.
 DN0376
 DN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1855571628(NAD 83)
 DN0376_MARKER: DS = TRIANGULATION STATION DISK
 DN0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0376_STAMPING: NEWSOME 1935
 DN0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0376+STABILITY: SURFACE MOTION
 DN0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0376+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0376
 DN0376  HISTORY     - Date     Condition        Report By
 DN0376  HISTORY     - 1935     MONUMENTED       CGS
 DN0376  HISTORY     - 1937     GOOD             TXHD
 DN0376  HISTORY     - 1938     GOOD             TXGS
 DN0376  HISTORY     - 1946     GOOD             CGS
 DN0376  HISTORY     - 1950     GOOD             CGS
 DN0376  HISTORY     - 1954     GOOD             CGS
 DN0376  HISTORY     - 1954     GOOD             NGS
 DN0376  HISTORY     - 1985     GOOD             USPSQD
 DN0376  HISTORY     - 1988     GOOD             USPSQD
 DN0376  HISTORY     - 19910707 GOOD             USPSQD
 DN0376  HISTORY     - 20051031 GOOD             BOHAN
 DN0376
 DN0376                          STATION DESCRIPTION
 DN0376
 DN0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN0376'STATION IS ABOUT 3 MILES SW OF MC KINNEY, ABOUT 10 MILES E
 DN0376'OF FRISCO, ON PROPERTY OWNED BY MR. NEWSOME AND RENTED BY MR.
 DN0376'MAYNARD.  IT IS 0.15 MILE N OF STATE HIGHWAY 24, AT THE NW
 DN0376'CORNER OF ORCHARD WHICH IS JUST N OF MR. MAYNARDS HOUSE, AT
 DN0376'THE SW CORNER OF PASTURE FIELD, ABOUT 60 YARDS N OF HOUSE,
 DN0376'36 FEET E OF THE CENTER LINE OF DIRT ROAD, 18 FEET E OF FENCE
 DN0376'CORNER AT SW CORNER OF PASTURE, 9.6 FEET E OF FENCE CORNER
 DN0376'AT NW CORNER OF ORCHARD, 2 FEET N OF FENCE LINE AT N SIDE
 DN0376'OF ORCHARD.  THE MARK PROJECTS 4 INCHES.
 DN0376'
 DN0376'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DN0376'DISKS SET IN CONCRETE.
 DN0376'
 DN0376'REFERENCE MARK NO. 1 IS E OF THE STATION, 1-1/2 FEET NW OF
 DN0376'FENCE CORNER AT NE CORNER OF ORCHARD.  MARK PROJECTS 2 INCHES.
 DN0376'
 DN0376'REFERENCE MARK NO. 2 IS N OF THE STATION, 24 FEET E OF THE
 DN0376'CENTER LINE OF DIRT ROAD, 1-1/2 FEET E OF FENCE LINE AT W SIDE
 DN0376'OF PASTURE.  MARK PROJECTS 2 INCHES.
 DN0376'
 DN0376'AZIMUTH MARK IS SE OF THE STATION ALONG RIGHT-OF-WAY OF STATE
 DN0376'HIGHWAY 24, ABOUT 100 YARDS W OF CURVE IN ROAD, ABOUT 75
 DN0376'YARDS W OF YELLOW FARMHOUSE, 42 FEET S OF CENTER LINE OF ROAD,
 DN0376'12 FEET W OF FENCE CORNER AT NE CORNER OF FIELD, 2 FEET N
 DN0376'OF S RIGHT-OF-WAY FENCE LINE, 3 FEET E OF CONCRETE POST
 DN0376'RIGHT-OF-WAY MARKER.  MARK PROJECTS 3 INCHES.
 DN0376'
 DN0376'BENCH MARK M 264 1934 IS APPROXIMATELY 0.15 MILE S OF THE
 DN0376'STATION, AT THE NW CORNER OF INTERSECTION OF STATE HIGHWAY
 DN0376'24, AND DIRT ROAD TO THE N, 40 FEET N OF CENTER LINE OF STATE
 DN0376'HIGHWAY 24, 12 FEET W OF CENTER LINE OF DIRT ROAD, 16 FEET
 DN0376'N OF W END OF SMALL WOODEN BRIDGE.  MARK PROJECTS 1 INCH
 DN0376'AND IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK OR POST
 DN0376'OF CONCRETE.
 DN0376'
 DN0376'TO REACH THE STATION FROM THE SE CORNER OF THE SQUARE IN
 DN0376'MC KINNEY, GO S ON STATE HIGHWAY 24, 2.95 MILES TO JUNCTION
 DN0376'WITH U.S. HIGHWAY 75.  THENCE W ON STATE HIGHWAY 24, 1.5 MILES
 DN0376'TO T-INTERSECTION WITH DIRT ROAD.  THENCE N ON DIRT ROAD,
 DN0376'0.15 MILE TO N SIDE OF ORCHARD AND STATION.
 DN0376'
 DN0376'ALL LIGHTS COME INTO VIEW AT 20 FEET.
 DN0376
 DN0376                          STATION RECOVERY (1937)
 DN0376
 DN0376'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN0376'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO ATTEMPT
 DN0376'MADE TO RECOVER REFERENCE MARKS.
 DN0376
 DN0376                          STATION RECOVERY (1938)
 DN0376
 DN0376'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN0376'STATION RECOVERED IN GOOD CONDITION.
 DN0376
 DN0376                          STATION RECOVERY (1946)
 DN0376
 DN0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 DN0376'STATION RECOVERED IN GOOD CONDITION.  ALL MARKS WERE RECOVERED.
 DN0376'THE PROPERTY IS NOW OWNED BY MR. W.R.E. SUTHERLAND.  THERE
 DN0376'IS NO TENANT IN THE FARM BUILDINGS AND THE HOUSE HAS BEEN
 DN0376'TORN DOWN.  IT IS REPORTED THAT IT WILL BE REBUILT AT A
 DN0376'FUTURE DATE.
 DN0376
 DN0376                          STATION RECOVERY (1950)
 DN0376
 DN0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN0376'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935,
 DN0376'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS
 DN0376'FOUND IN THE DISTANCE TO BOTH REFERENCE MARKS.  A COMPLETE
 DN0376'NEW DESCRIPTION FOLLOWS.
 DN0376'
 DN0376'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MC KINNEY
 DN0376'IN AN OPEN PASTURE.  IT IS 37 FEET EAST OF THE CENTERLINE
 DN0376'OF A NORTH-SOUTH DIRT ROAD, 18 FEET EAST OF A FENCELINE
 DN0376'AND ABOUT 80 YARDS NORTH OF AN OLD HOUSE FOUNDATION.  THE
 DN0376'DISK IS STAMPED NEWSOME 1935 AND IS SET FLUSH.
 DN0376'
 DN0376'REFERENCE MARK NO. 1 IS IN THE PASTURE, EAST OF THE STATION.
 DN0376'THE DISK IS STAMPED NEWSOME NO 1 1935 AND PROJECTS 2 INCHES.
 DN0376'
 DN0376'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF A WITNESS POST, 1
 DN0376'FOOT EAST OF THE FENCELINE AND 19 FEET EAST OF THE CENTERLINE
 DN0376'OF THE ROAD.  THE DISK IS STAMPED NEWSOME NO 2 1935 AND
 DN0376'PROJECTS 3 INCHES.
 DN0376'
 DN0376'THE AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTERLINE OF FARM
 DN0376'ROAD 720, 10 FEET WEST OF A T FENCE CORNER, 2 FEET EAST OF
 DN0376'A WITNESS POST, AND 1 FOOT NORTH OF A FENCELINE.  THE DISK
 DN0376'IS STAMPED NEWSOME AZIMUTH 1935 AND PROJECTS 4 INCHES.
 DN0376'
 DN0376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 DN0376'AND FARM ROAD 720, 3 MILES SOUTH OF THE SQUARE IN MC KINNEY,
 DN0376'GO WEST ON FARM ROAD 720 FOR 1.2 MILES TO THE AZIMUTH MARK
 DN0376'ON THE LEFT.  CONTINUE WEST FOR 0.4 MILE TO A SIDE ROAD RIGHT.
 DN0376'TURN RIGHT AND GO NORTH, ON A DIRT ROAD, FOR 0.2 MILE TO
 DN0376'THE STATION ON THE RIGHT AS DESCRIBED.
 DN0376'
 DN0376'A 47 FOOT SIGNAL AT HEARD 1935 IS VISIBLE FROM THE GROUND.
 DN0376'
 DN0376'A 100 FOOT SIGNAL AT LUCAS IS VISIBLE FROM THE GROUND.
 DN0376'
 DN0376'A 47 FOOT SIGNAL AT WETSEL IS VISIBLE FROM THE GROUND.
 DN0376'
 DN0376'AN 87 FOOT SIGNAL AT GUMBO IS VISIBLE AT 20 FEET.
 DN0376'
 DN0376'A 4 FOOT SIGNAL AT FOOT IS VISIBLE AT 20 FEET.
 DN0376'
 DN0376'A 74 FOOT SIGNAL AT ADAMS 1935 IS VISIBLE AT 20 FEET.
 DN0376'
 DN0376'OBSERVATIONS MADE FROM A 77 FOOT TOWER.
 DN0376
 DN0376                          STATION RECOVERY (1954)
 DN0376
 DN0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 DN0376'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE
 DN0376'AT MC KINNEY, THENCE 1.85 MILES SOUTH ALONG U.S. HIGHWAY 75,
 DN0376'THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 121, THENCE 0.7
 DN0376'MILE WEST ALONG FARM ROAD 720, THENCE 0.15 MILE NORTH ALONG
 DN0376'A DIRT ROAD, 36 FEET EAST OF THE CENTER LINE OF THE ROAD, IN
 DN0376'THE SOUTHWEST CORNER OF A PASTURE, ON TOP OF A SMALL HILL,
 DN0376'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 DN0376'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, STAMPED NEWSOME
 DN0376'1935.
 DN0376'
 DN0376'NEWSOME R.M. 1 IS 88.9 FEET EAST OF TRIANGULATION STATION
 DN0376'NEWSOME 1935, 126 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DN0376'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 DN0376'PROJECTS 0.8 FOOT ABOVE THE GROUND, STAMPED NEWSOME NO 1 1935.
 DN0376'
 DN0376'NEWSOME R.M. 2 IS 110.5 FEET NORTH OF TRIANGULATION STATION
 DN0376'NEWSOME 1935, 24 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DN0376'1 FOOT EAST OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 DN0376'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 DN0376'STAMPED NEWSOME NO 2 1935.
 DN0376'
 DN0376'NEWSOME 1935 AZIMUTH IS 0.65 MILE SOUTHEAST OF TRIANGULATION
 DN0376'STATION NEWSOME 1935, 42 FEET SOUTH OF THE CENTER LINE OF
 DN0376'FARM ROAD 720, 12 FEET WEST OF A FENCE CORNER, 120 FEET WEST
 DN0376'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT NORTH OF
 DN0376'A FENCE, 2.7 FEET EAST OF A WITNESS POST, A REFERENCE MARK
 DN0376'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 DN0376'FOOT ABOVE THE GROUND, STAMPED NEWSOME AZIMUTH 1935.
 DN0376
 DN0376                          STATION RECOVERY (1954)
 DN0376
 DN0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DN0376'4.75 MI SW FROM MCKINNEY.
 DN0376'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0376'MCKINNEY, THENCE 1.85 MILES SOUTH ALONG U.S. HIGHWAY 75, THENCE 0.8
 DN0376'MILE WEST ALONG STATE HIGHWAY 121, THENCE 0.7 MILE WEST ALONG FARM
 DN0376'ROAD 720, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD.  36 FEET EAST OF
 DN0376'THE CENTER LINE OF THE ROAD, IN THE SOUTHWEST CORNER OF A PASTURE, ON
 DN0376'TOP OF A SMALL HILL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DN0376'0.7 FOOT ABOVE THE GROUND.
 DN0376
 DN0376                          STATION RECOVERY (1985)
 DN0376
 DN0376'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 DN0376'RECOVERED IN GOOD CONDITION.
 DN0376
 DN0376                          STATION RECOVERY (1988)
 DN0376
 DN0376'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DN0376'RECOVERED IN GOOD CONDITION.
 DN0376
 DN0376                          STATION RECOVERY (1991)
 DN0376
 DN0376'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0376'RECOVERED IN GOOD CONDITION.
 DN0376
 DN0376                          STATION RECOVERY (2005)
 DN0376
 DN0376'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0379 ***********************************************************************
 DN0379  DESIGNATION -  NEWSOME AZ MK
 DN0379  PID         -  DN0379
 DN0379  STATE/COUNTY-  TX/COLLIN
 DN0379  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0379
 DN0379                         *CURRENT SURVEY CONTROL
 DN0379  ___________________________________________________________________
 DN0379* NAD 83(1986)-  33 09 31.     (N)    096 38 55.     (W)     SCALED    
 DN0379* NAVD 88     -       205.404  (meters)     673.90   (feet)  ADJUSTED  
 DN0379  ___________________________________________________________________
 DN0379  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DN0379  DYNAMIC HT  -         205.181 (meters)     673.16  (feet)  COMP
 DN0379  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 DN0379
 DN0379  VERT ORDER  -  SECOND    CLASS 0
 DN0379
 DN0379.The horizontal coordinates were scaled from a topographic map and have
 DN0379.an estimated accuracy of +/- 6 seconds.
 DN0379
 DN0379.The orthometric height was determined by differential leveling
 DN0379.and adjusted by the National Geodetic Survey in June 1991..
 DN0379
 DN0379.The geoid height was determined by GEOID03.
 DN0379
 DN0379.The dynamic height is computed by dividing the NAVD 88
 DN0379.geopotential number by the normal gravity value computed on the
 DN0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0379.degrees latitude (g = 980.6199 gals.).
 DN0379
 DN0379.The modeled gravity was interpolated from observed gravity values.
 DN0379
 DN0379;                    North         East    Units  Estimated Accuracy
 DN0379;SPC TXNC     - 2,166,960.      772,680.      MT  (+/- 180 meters Scaled)
 DN0379
 DN0379                          SUPERSEDED SURVEY CONTROL
 DN0379
 DN0379  NGVD 29 (??/??/92)  205.42   (m)          673.9    (f) COMPUTED    2 0
 DN0379
 DN0379.Superseded values are not recommended for survey control.
 DN0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0379.See file dsdata.txt to determine how the superseded data were derived.
 DN0379
 DN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB192713(NAD 83)
 DN0379_MARKER: DZ = AZIMUTH MARK DISK
 DN0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0379_STAMPING: NEWSOME AZIMUTH 1935
 DN0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0379+STABILITY: SURFACE MOTION
 DN0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0379+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0379
 DN0379  HISTORY     - Date     Condition        Report By
 DN0379  HISTORY     - 1935     MONUMENTED       CGS
 DN0379  HISTORY     - 1954     GOOD             NGS
 DN0379  HISTORY     - 1985     GOOD             USPSQD
 DN0379  HISTORY     - 19910707 GOOD             USPSQD
 DN0379  HISTORY     - 20051031 GOOD             BOHAN
 DN0379
 DN0379                          STATION DESCRIPTION
 DN0379
 DN0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0379'4.1 MI SW FROM MCKINNEY.
 DN0379'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0379'MCKINNEY, THENCE 1.85 MILES SOUTH ALONG U.S. HIGHWAY 75, THENCE 0.8
 DN0379'MILE WEST ALONG STATE HIGHWAY 121, THENCE 0.2 MILE WEST ALONG FARM
 DN0379'ROAD 720.  42 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 12 FEET
 DN0379'WEST OF A FENCE CORNER, 120 FEET WEST OF THE CENTER LINE OF A PRIVATE
 DN0379'DRIVEWAY, 1 FOOT NORTH OF A FENCE, 2.7 FEET EAST OF A WITNESS POST,
 DN0379'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 DN0379'GROUND.  0.65 MILE SOUTHEAST OF TRIANGULATION STATION NEWSOME 1935.
 DN0379
 DN0379                          STATION RECOVERY (1985)
 DN0379
 DN0379'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 DN0379'RECOVERED IN GOOD CONDITION.
 DN0379
 DN0379                          STATION RECOVERY (1991)
 DN0379
 DN0379'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0379'RECOVERED IN GOOD CONDITION.
 DN0379
 DN0379                          STATION RECOVERY (2005)
 DN0379
 DN0379'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0378 ***********************************************************************
 DN0378  DESIGNATION -  NEWSOME RM 1
 DN0378  PID         -  DN0378
 DN0378  STATE/COUNTY-  TX/COLLIN
 DN0378  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0378
 DN0378                         *CURRENT SURVEY CONTROL
 DN0378  ___________________________________________________________________
 DN0378* NAD 83(1986)-  33 09 40.     (N)    096 39 23.     (W)     SCALED    
 DN0378* NAVD 88     -       211.802  (meters)     694.89   (feet)  ADJUSTED  
 DN0378  ___________________________________________________________________
 DN0378  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DN0378  DYNAMIC HT  -         211.571 (meters)     694.13  (feet)  COMP
 DN0378  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 DN0378
 DN0378  VERT ORDER  -  SECOND    CLASS 0
 DN0378
 DN0378.The horizontal coordinates were scaled from a topographic map and have
 DN0378.an estimated accuracy of +/- 6 seconds.
 DN0378
 DN0378.The orthometric height was determined by differential leveling
 DN0378.and adjusted by the National Geodetic Survey in June 1991..
 DN0378
 DN0378.The geoid height was determined by GEOID03.
 DN0378
 DN0378.The dynamic height is computed by dividing the NAVD 88
 DN0378.geopotential number by the normal gravity value computed on the
 DN0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0378.degrees latitude (g = 980.6199 gals.).
 DN0378
 DN0378.The modeled gravity was interpolated from observed gravity values.
 DN0378
 DN0378;                    North         East    Units  Estimated Accuracy
 DN0378;SPC TXNC     - 2,167,230.      771,950.      MT  (+/- 180 meters Scaled)
 DN0378
 DN0378                          SUPERSEDED SURVEY CONTROL
 DN0378
 DN0378  NGVD 29 (??/??/92)  211.83   (m)          695.0    (f) COMPUTED    2 0
 DN0378
 DN0378.Superseded values are not recommended for survey control.
 DN0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0378.See file dsdata.txt to determine how the superseded data were derived.
 DN0378
 DN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB185715(NAD 83)
 DN0378_MARKER: DR = REFERENCE MARK DISK
 DN0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0378_STAMPING: NEWSOME NO 1 1935
 DN0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0378+STABILITY: SURFACE MOTION
 DN0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0378+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0378
 DN0378  HISTORY     - Date     Condition        Report By
 DN0378  HISTORY     - 1935     MONUMENTED       CGS
 DN0378  HISTORY     - 1954     GOOD             NGS
 DN0378  HISTORY     - 1985     GOOD             USPSQD
 DN0378  HISTORY     - 19910707 GOOD             USPSQD
 DN0378  HISTORY     - 20051031 GOOD             BOHAN
 DN0378
 DN0378                          STATION DESCRIPTION
 DN0378
 DN0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0378'4.75 MI SW FROM MCKINNEY.
 DN0378'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0378'MCKINNEY, THENCE 1.85 MILES SOUTH ALONG U.S. HIGHWAY 75, THENCE 0.8
 DN0378'MILE WEST ALONG STATE HIGHWAY 121, THENCE 0.7 MILE WEST ALONG FARM
 DN0378'ROAD 720, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD.  126 FEET EAST OF
 DN0378'THE CENTER LINE OF THE ROAD, 88.9 FEET EAST OF TRIANGULATION STATION
 DN0378'NEWSOME, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 DN0378'ABOVE THE GROUND.
 DN0378
 DN0378                          STATION RECOVERY (1985)
 DN0378
 DN0378'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 DN0378'RECOVERED IN GOOD CONDITION.
 DN0378
 DN0378                          STATION RECOVERY (1991)
 DN0378
 DN0378'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0378'RECOVERED IN GOOD CONDITION.
 DN0378
 DN0378                          STATION RECOVERY (2005)
 DN0378
 DN0378'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0377 ***********************************************************************
 DN0377  DESIGNATION -  NEWSOME RM 2
 DN0377  PID         -  DN0377
 DN0377  STATE/COUNTY-  TX/COLLIN
 DN0377  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0377
 DN0377                         *CURRENT SURVEY CONTROL
 DN0377  ___________________________________________________________________
 DN0377* NAD 83(1986)-  33 09 40.     (N)    096 39 23.     (W)     SCALED    
 DN0377* NAVD 88     -       212.176  (meters)     696.11   (feet)  ADJUSTED  
 DN0377  ___________________________________________________________________
 DN0377  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DN0377  DYNAMIC HT  -         211.945 (meters)     695.36  (feet)  COMP
 DN0377  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 DN0377
 DN0377  VERT ORDER  -  SECOND    CLASS 0
 DN0377
 DN0377.The horizontal coordinates were scaled from a topographic map and have
 DN0377.an estimated accuracy of +/- 6 seconds.
 DN0377
 DN0377.The orthometric height was determined by differential leveling
 DN0377.and adjusted by the National Geodetic Survey in June 1991..
 DN0377
 DN0377.The geoid height was determined by GEOID03.
 DN0377
 DN0377.The dynamic height is computed by dividing the NAVD 88
 DN0377.geopotential number by the normal gravity value computed on the
 DN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0377.degrees latitude (g = 980.6199 gals.).
 DN0377
 DN0377.The modeled gravity was interpolated from observed gravity values.
 DN0377
 DN0377;                    North         East    Units  Estimated Accuracy
 DN0377;SPC TXNC     - 2,167,230.      771,950.      MT  (+/- 180 meters Scaled)
 DN0377
 DN0377                          SUPERSEDED SURVEY CONTROL
 DN0377
 DN0377  NGVD 29 (??/??/92)  212.20   (m)          696.2    (f) COMPUTED    2 0
 DN0377
 DN0377.Superseded values are not recommended for survey control.
 DN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0377.See file dsdata.txt to determine how the superseded data were derived.
 DN0377
 DN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB185715(NAD 83)
 DN0377_MARKER: DR = REFERENCE MARK DISK
 DN0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0377_STAMPING: NEWSOME NO 2 1935
 DN0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0377+STABILITY: SURFACE MOTION
 DN0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0377+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0377
 DN0377  HISTORY     - Date     Condition        Report By
 DN0377  HISTORY     - 1935     MONUMENTED       CGS
 DN0377  HISTORY     - 1954     GOOD             NGS
 DN0377  HISTORY     - 1985     GOOD             USPSQD
 DN0377  HISTORY     - 19910707 GOOD             USPSQD
 DN0377  HISTORY     - 20051031 GOOD             BOHAN
 DN0377
 DN0377                          STATION DESCRIPTION
 DN0377
 DN0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0377'4.75 MI SW FROM MCKINNEY.
 DN0377'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0377'MCKINNEY, THENCE 1.85 MILES SOUTH ALONG U.S. HIGHWAY 75, THENCE 0.8
 DN0377'MILE WEST ALONG STATE HIGHWAY 121, THENCE 0.7 MILE WEST ALONG FARM
 DN0377'ROAD 720, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD.  24 FEET EAST OF
 DN0377'THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE, 110.5 FEET NORTH
 DN0377'OF TRIANGULATION STATION NEWSOME, SET IN THE TOP OF A CONCRETE POST
 DN0377'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 DN0377
 DN0377                          STATION RECOVERY (1985)
 DN0377
 DN0377'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 DN0377'RECOVERED IN GOOD CONDITION.
 DN0377
 DN0377                          STATION RECOVERY (1991)
 DN0377
 DN0377'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0377'RECOVERED IN GOOD CONDITION.
 DN0377
 DN0377                          STATION RECOVERY (2005)
 DN0377
 DN0377'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2783 ***********************************************************************
 CS2783  PACS        -  This is a Primary Airport Control Station.
 CS2783  DESIGNATION -  NEWTON
 CS2783  PID         -  CS2783
 CS2783  STATE/COUNTY-  TX/DALLAS
 CS2783  USGS QUAD   -  FERRIS (1968)
 CS2783
 CS2783                         *CURRENT SURVEY CONTROL
 CS2783  ___________________________________________________________________
 CS2783* NAD 83(1993)-  32 37 06.48352(N)    096 44 09.29003(W)     ADJUSTED  
 CS2783* NAVD 88     -       175.23   (meters)     574.9    (feet)  GPS OBS   
 CS2783  ___________________________________________________________________
 CS2783  X           -    -630,747.596 (meters)                     COMP
 CS2783  Y           -  -5,340,407.518 (meters)                     COMP
 CS2783  Z           -   3,418,476.325 (meters)                     COMP
 CS2783  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 CS2783  ELLIP HEIGHT-         148.91  (meters)          (10/24/00) GPS OBS
 CS2783  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CS2783
 CS2783  HORZ ORDER  -  B
 CS2783  ELLP ORDER  -  FOURTH    CLASS II
 CS2783
 CS2783.This mark is at Lancaster (LNC) Airport (LNC)
 CS2783
 CS2783.The horizontal coordinates were established by GPS observations
 CS2783.and adjusted by the National Geodetic Survey in February 1996..
 CS2783
 CS2783.The orthometric height was determined by GPS observations and a
 CS2783.high-resolution geoid model.
 CS2783
 CS2783.GPS derived orthometric heights for airport stations designated as
 CS2783.PACS or SACS are published to 2 decimal places.  This maintains
 CS2783.centimeter relative accuracy between the PACS and SACS.  It does
 CS2783.not indicate centimeter accuracy relative to other marks which are
 CS2783.part of the NAVD 88 network.
 CS2783
 CS2783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2783
 CS2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2783
 CS2783.The ellipsoidal height was determined by GPS observations
 CS2783.and is referenced to NAD 83.
 CS2783
 CS2783.The geoid height was determined by GEOID03.
 CS2783
 CS2783;                    North         East     Units Scale Factor Converg.
 CS2783;SPC TXNC     - 2,106,935.423   765,541.239   MT  0.99990101   +0 57 43.6
 CS2783;SPC TXNC     - 6,912,503.97  2,511,613.21   sFT  0.99990101   +0 57 43.6
 CS2783;UTM  14      - 3,611,254.696   712,430.428   MT  1.00015649   +1 13 15.2
 CS2783
 CS2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2783!SPC TXNC     -   0.99997662  x   0.99990101  =   0.99987763
 CS2783!UTM  14      -   0.99997662  x   1.00015649  =   1.00013311
 CS2783
 CS2783:                Primary Azimuth Mark                     Grid Az
 CS2783:SPC TXNC     -  HUTCHINS DALLAS CONVAL HOME TK           015 34 50.5
 CS2783:UTM  14      -  HUTCHINS DALLAS CONVAL HOME TK           015 19 18.9
 CS2783
 CS2783|---------------------------------------------------------------------|
 CS2783| PID    Reference Object                     Distance      Geod. Az  |
 CS2783|                                                           dddmmss.s |
 CS2783| CS2790 HUTCHINS DALLAS CONVAL HOME TK      APPROX. 4.6 KM 0163234.1 |
 CS2783| CS1449 RYLIE                               APPROX.11.8 KM 0384841.4 |
 CS2783| CY2660 NEWTON RM 1                          37.424 METERS 08448     |
 CS2783| CS2784 FERRIS MUNICIPAL TANK               APPROX.11.5 KM 1452316.0 |
 CS2783| CY2659 NEWTON AZ MK                                       2005017.5 |
 CS2783| CS2804 LANCASTER MUNICIPAL TANK            APPROX. 3.0 KM 2103417.9 |
 CS2783| CS2806 LANCASTER FIRST PRESB CH DOME       APPROX. 3.3 KM 2122256.4 |
 CS2783| CY2661 NEWTON RM 2                          25.882 METERS 31311     |
 CS2783| CS2794 BECKLEY DALLAS WATER CO TANK        APPROX.12.7 KM 3255856.7 |
 CS2783| CS2793 LISBON VETERANS HOSPITAL TANK       APPROX.10.1 KM 3303932.9 |
 CS2783| CS2798 JAFFEE COTTON PRODUCTS CO TANK      APPROX.11.1 KM 3474814.9 |
 CS2783|---------------------------------------------------------------------|
 CS2783
 CS2783                          SUPERSEDED SURVEY CONTROL
 CS2783
 CS2783  ELLIP H (02/20/96)  148.98   (m)                       GP(       ) 1 1
 CS2783  NAD 83(1993)-  32 37 06.48329(N)    096 44 09.29019(W) AD(       ) 1
 CS2783  NAD 83(1986)-  32 37 06.48999(N)    096 44 09.27219(W) AD(       ) 1
 CS2783  NAD 27      -  32 37 06.00600(N)    096 44 08.29200(W) AD(       ) 1
 CS2783
 CS2783.Superseded values are not recommended for survey control.
 CS2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2783.See file dsdata.txt to determine how the superseded data were derived.
 CS2783
 CS2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1243011255(NAD 83)
 CS2783_MARKER: DS = TRIANGULATION STATION DISK
 CS2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2783_STAMPING: NEWTON 1947
 CS2783_MARK LOGO: CGS   
 CS2783_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2783+STABILITY: SURFACE MOTION
 CS2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2783+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 CS2783
 CS2783  HISTORY     - Date     Condition        Report By
 CS2783  HISTORY     - 1947     MONUMENTED       CGS
 CS2783  HISTORY     - 1958     GOOD             CGS
 CS2783  HISTORY     - 1960     GOOD             CGS
 CS2783  HISTORY     - 1963     GOOD             CGS
 CS2783  HISTORY     - 1981     GOOD             NGS
 CS2783  HISTORY     - 19950206 GOOD             NGS
 CS2783  HISTORY     - 20030512 GOOD             TX1730
 CS2783
 CS2783                          STATION DESCRIPTION
 CS2783
 CS2783'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2783'THE STATION IS LOCATED ABOUT 2.0 MILES NORTHEAST OF LANCASTER
 CS2783'AND 2.5 MILES SOUTHWEST OF HUTCHINS ON THE TOP OF THE MAIN
 CS2783'DIVIDE BETWEEN TEN MILE CREEK TO THE SOUTH, NEWTON CREEK TO
 CS2783'THE NORTH AND TRINITY RIVER TO THE EAST.  IT IS 75 FEET SOUTHWEST
 CS2783'OF THE CENTER OF THE INTERSECTION OF THE BLACK TOPPED AND GRAVEL
 CS2783'ROADS AND 5 FEET SOUTH OF A REFERENCE POST.  IT IS STAMPED
 CS2783'NEWTON 1947 AND PROJECTS 2 INCHES.
 CS2783'
 CS2783'REFERENCE MARK NO 1 IS EAST OF THE STATION, ON THE EAST SIDE
 CS2783'OF THE ROAD.  IT IS 60 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 CS2783'CROSSROADS AND 13 FEET WEST OF A POWER LINE BRACE POLE.  IT IS
 CS2783'STAMPED NEWTON NO 1 1947 AND PROJECTS 2 INCHES.
 CS2783'
 CS2783'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 20 FEET
 CS2783'NORTH OF THE CENTER OF THE GRAVEL ROAD AND 5 FEET WEST OF A POWER
 CS2783'LINE POLE.  IT IS STAMPED NEWTON NO 2 1947 AND PROJECTS 3 INCHES.
 CS2783'
 CS2783'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF THE STATION, 35 FEET
 CS2783'EAST OF THE CENTER OF THE HUTCHINS-LANCASTER BLACK TOPPED ROAD,
 CS2783'10 FEET SOUTH OF FENCE CORNER AND 1 FOOT WEST OF FENCE LINE.  IT
 CS2783'IS STAMPED NEWTON 1947 AND PROJECTS 2 INCHES.  TO REACH FROM THE
 CS2783'STATION.  GO SOUTH ON BLACK TOPPED ROAD FOR 0.2 MILE TO THE MARK
 CS2783'ON THE LEFT AS DESCRIBED.
 CS2783'
 CS2783'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON STATE ROUTE 342
 CS2783'IN LANCASTER.  GO NORTH ON NO 342 FOR 0.8 MILE, TURN RIGHT AND
 CS2783'GO EAST ON BLACK TOPPED ROAD FOR 0.6 MILE TO A FORK, BEAR LEFT AND
 CS2783'GO NORTH TOWARDS HUTCHINS FOR 1.1 MILE TO GRAVEL CROSSROAD AND
 CS2783'STATION ON THE LEFT AS DESCRIBED.
 CS2783'
 CS2783'AN 87 FOOT SIGNAL AT RYLIE IS VISIBLE AT 12 FEET
 CS2783'
 CS2783'A 74 FOOT SIGNAL AT HUTCHINS IS VISIBLE AT 12 FEET
 CS2783'
 CS2783'AN 87 FOOT SIGNAL AT PRAIRIE IS VISIBLE AT 12 FEET
 CS2783'
 CS2783'AN 87 FOOT SIGNAL AT SEAGO IS VISIBLE FROM THE GROUND
 CS2783'
 CS2783'A 74 FOOT SIGNAL AT WILMER IS VISIBLE FROM THE GROUND
 CS2783'
 CS2783'AN 87 FOOT SIGNAL AT INDIA IS VISIBLE FROM THE GROUND
 CS2783'
 CS2783'A 74 FOOT SIGNAL AT FERRIS IS VISIBLE FROM THE GROUND
 CS2783'
 CS2783'A 74 FOOT SIGNAL AT LANCASTER IS VISIBLE FROM THE GROUND
 CS2783'
 CS2783'A 74 FOOT SIGNAL AT RED OAK IS VISIBLE FROM THE GROUND
 CS2783'
 CS2783'A 15 FOOT SIGNAL AT BEAR IS VISIBLE FROM THE GROUND
 CS2783'
 CS2783'A 74 FOOT SIGNAL AT PATTON IS VISIBLE FROM THE GROUND
 CS2783'
 CS2783'A 74 FOOT SIGNAL AT CEDAR IS VISIBLE AT 37 FEET
 CS2783'
 CS2783'A 74 FOOT SIGNAL AT DUNCAN IS VISIBLE AT 37 FEET
 CS2783'
 CS2783'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2783
 CS2783                          STATION RECOVERY (1958)
 CS2783
 CS2783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2783'STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CS2783'AS DESCRIBED.  THE AZIMUTH MARK AS DESCRIBED IS NOW WITHIN
 CS2783'THE HIGHWAY AREA AND HAS BEEN DESTROYED.  A REVISED DESCRIPTION IS
 CS2783'AS FOLLOWS.
 CS2783'
 CS2783'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF LANCASTER, IN THE
 CS2783'SOUTHWEST POINT OF THE INTERSECTION OF WINTERGREEN ROAD AND
 CS2783'LANCASTER-HUTCHINS ROAD, IN A SMALL POINT OF AN UNCULTIVATED
 CS2783'AREA.  IT IS A STANDARD DISK STAMPED NEWTON 1947 IN A CONCRETE
 CS2783'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, 34.5
 CS2783'FEET SOUTH OF THE CENTERLINE OF WINTERGREEN AND 47.5 FEET WEST
 CS2783'OF THE CENTERLINE OF LANCASTER-HUTCHINS.  IT IS LOCATED IN A
 CS2783'LEVEL, CULTIVATED AREA ABOUT 1/4 MILE NORTH OF A FARM HOUSE.
 CS2783'
 CS2783'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NEWTON 1947
 CS2783'NO. 1 IN A CONCRETE MONUMENT, EAST OF THE STATION, 20 FEET
 CS2783'SOUTH OF THE CENTERLINE OF WINTERGREEN AND 60 FEET EAST OF THE
 CS2783'CENTERLINE OF LANCASTER-HUTCHIN AND IS 3 FEET WEST OF A POWER
 CS2783'LINE BRACE-POLE.  A FLUSH MARK ABOUT 1 FOOT LOWER THAN THE ROADS.
 CS2783'
 CS2783'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, A STANDARD DISK
 CS2783'STAMPED NEWTON 1947 NO. 2 IN A CONCRETE MONUMENT PROJECTING
 CS2783'ABOUT 2 INCHES, 20 FEET NORTH OF THE CENTERLINE OF WINTERGREEN
 CS2783'AND 5 FEET WEST OF A POWER POLE.
 CS2783
 CS2783                          STATION RECOVERY (1960)
 CS2783
 CS2783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2783'STATION AND REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED IN
 CS2783'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CS2783'STATION SITE ARE CORRECT.
 CS2783
 CS2783                          STATION RECOVERY (1963)
 CS2783
 CS2783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2783'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2783'IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  THE 1958
 CS2783'RECOVERY NOTE DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION.
 CS2783
 CS2783                          STATION RECOVERY (1981)
 CS2783
 CS2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JN)
 CS2783'NEWTON-1947 - GOOD CONDITION-SOMEONE HAS BEATEN THE STAMPING AND
 CS2783'UNABL TO READ.
 CS2783'
 CS2783'RM 1 - DID NOT LOCATE.
 CS2783'
 CS2783'RM 2 GOOD CONDITION - ALL DESCRIPTION ADEQUATE.
 CS2783'
 CS2783'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI. S.W. HUTCHINS.
 CS2783
 CS2783                          STATION RECOVERY (1995)
 CS2783
 CS2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS2783'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF DALLAS, 3 KM
 CS2783'(1.85 MI) NORTHEAST OF LANCASTER, IN THE SOUTHWEST QUADRANT OF THE
 CS2783'INTERSECTION OF WINTERGREEN ROAD AND LANCASTER HUTCHINS ROAD.
 CS2783'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 CS2783'JUNCTION OF STATE HIGHWAY 342 (NORTH DALLAS AVENUE) AND PLEASANT RUN
 CS2783'ROAD AT THE MAIN TRAFFIC LIGHT IN LANCASTER, GO NORTH ON HIGHWAY 342
 CS2783'FOR 1.85 KM (1.15 MI) TO A CROSSROAD (WINTERGREEN ROAD) .  TURN RIGHT,
 CS2783'EAST, ON WINTERGREEN ROAD FOR 3.14 KM (1.95 MI) TO THE INTERSECTION OF
 CS2783'LANCASTER HUTCHINS ROAD AND THE STATION ON THE RIGHT.  STATION IS SET
 CS2783'IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 14.7 M
 CS2783'(48.2 FT) WEST OF LANCASTER ROAD, 11.2 M (36.7 FT) SOUTH OF
 CS2783'WINTERGREEN ROAD, 0.35 M (1.15 FT) WEST OF A METAL TEXAS HIGHWAY
 CS2783'DEPARTMENT WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A METAL TEXAS
 CS2783'HIGHWAY DEPARTMENT WITNESS POST.  DESCRIBED BY M.L. BERGMAN, TYPED BY
 CS2783'D.G.  AUG
 CS2783
 CS2783                          STATION RECOVERY (2003)
 CS2783
 CS2783'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS2783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3233 ***********************************************************************
 BK3233  DESIGNATION -  NEWTON LOOKOUT
 BK3233  PID         -  BK3233
 BK3233  STATE/COUNTY-  TX/NEWTON
 BK3233  USGS QUAD   -  SHANKLERVILLE (1984)
 BK3233
 BK3233                         *CURRENT SURVEY CONTROL
 BK3233  ___________________________________________________________________
 BK3233* NAD 83(1993)-  30 53 25.37025(N)    093 42 25.47542(W)     ADJUSTED  
 BK3233* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 BK3233  ___________________________________________________________________
 BK3233  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 BK3233  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK3233
 BK3233  HORZ ORDER  -  SECOND
 BK3233
 BK3233.The horizontal coordinates were established by classical geodetic methods
 BK3233.and adjusted by the National Geodetic Survey in February 1996..
 BK3233
 BK3233.The orthometric height was scaled from a topographic map.
 BK3233
 BK3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3233
 BK3233.The geoid height was determined by GEOID03.
 BK3233
 BK3233;                    North         East     Units Scale Factor Converg.
 BK3233;SPC TX C     - 3,154,516.363 1,333,110.229   MT  0.99988361   +3 24 46.5
 BK3233;SPC TX C     -10,349,442.43  4,373,712.48   sFT  0.99988361   +3 24 46.5
 BK3233;UTM  15      - 3,417,667.547   432,420.281   MT  0.99965633   -0 21 46.9
 BK3233
 BK3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3233!SPC TX C     -   0.99999004  x   0.99988361  =   0.99987365
 BK3233!UTM  15      -   0.99999004  x   0.99965633  =   0.99964637
 BK3233
 BK3233:                Primary Azimuth Mark                     Grid Az
 BK3233:SPC TX C     -  NEWTON LOOKOUT AZ MK                     354 53 17.9
 BK3233:UTM  15      -  NEWTON LOOKOUT AZ MK                     358 39 51.3
 BK3233
 BK3233|---------------------------------------------------------------------|
 BK3233| PID    Reference Object                     Distance      Geod. Az  |
 BK3233|                                                           dddmmss.s |
 BK3233| CV8933 NEWTON LOOKOUT AZ MK                               3581804.4 |
 BK3233|---------------------------------------------------------------------|
 BK3233
 BK3233                          SUPERSEDED SURVEY CONTROL
 BK3233
 BK3233  NAD 83(1986)-  30 53 25.37850(N)    093 42 25.47064(W) AD(       ) 2
 BK3233  NAD 27      -  30 53 24.65100(N)    093 42 24.83300(W) AD(       ) 2
 BK3233
 BK3233.Superseded values are not recommended for survey control.
 BK3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3233.See file dsdata.txt to determine how the superseded data were derived.
 BK3233
 BK3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3242017668(NAD 83)
 BK3233_MARKER: DS = TRIANGULATION STATION DISK
 BK3233_SETTING: 0 = UNSPECIFIED SETTING
 BK3233
 BK3233  HISTORY     - Date     Condition        Report By
 BK3233  HISTORY     - 1935     MONUMENTED       CGS
 BK3233  HISTORY     - 1958     MARK NOT FOUND   CGS
 BK3233
 BK3233                          STATION DESCRIPTION
 BK3233
 BK3233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3233'THIS INTERSECTION STATION IS LOCATED ABOUT 4.4 MILES NE OF
 BK3233'NEWTON AND ABOUT 100 YARDS E OF STATE HIGHWAY 87.
 BK3233'
 BK3233'THE MARK IS A STANDARD DISK SET IN THE CONCRETE BOTTOM OF
 BK3233'THE TOOL BOX AND AT ABOUT THE MID POINT OF THE BASE OF THE
 BK3233'TOWER.  IT IS CENTERED UNDER THE BOLT IN THE APEX OF THE
 BK3233'ROOF OF THE LOOKOUT HOUSE.
 BK3233'
 BK3233'AZIMUTH MARK A STANDARD BRONZE DISKS SET IN CONCRETE,
 BK3233'IS APPROXIMATELY 0.4 MILE N OF THE
 BK3233'LOOKOUT TOWER AND 38 FEET W OF THE CENTER LINE OF THE ROAD
 BK3233'(STATE HIGHWAY 87), WHERE ROAD IS CURVING TO W.  IT IS 1
 BK3233'FOOT W OF THE RIGHT-OF-WAY FENCE LINE AND PROJECTS 4 INCHES.
 BK3233
 BK3233                          STATION RECOVERY (1958)
 BK3233
 BK3233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JRM)
 BK3233'COULD NOT LOCATE THIS STATION.  LOOKOUT TOWER HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3239 ***********************************************************************
 BK3239  DESIGNATION -  NEWTON MUNICIPAL TANK
 BK3239  PID         -  BK3239
 BK3239  STATE/COUNTY-  TX/NEWTON
 BK3239  USGS QUAD   -  NEWTON WEST (1984)
 BK3239
 BK3239                         *CURRENT SURVEY CONTROL
 BK3239  ___________________________________________________________________
 BK3239* NAD 83(1993)-  30 50 51.13548(N)    093 45 35.76104(W)     ADJUSTED  
 BK3239* NAVD 88     -                                                        
 BK3239  ___________________________________________________________________
 BK3239  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 BK3239  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BK3239
 BK3239  HORZ ORDER  -  THIRD
 BK3239
 BK3239.The horizontal coordinates were established by classical geodetic methods
 BK3239.and adjusted by the National Geodetic Survey in February 1996..
 BK3239
 BK3239
 BK3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3239
 BK3239.The geoid height was determined by GEOID03.
 BK3239
 BK3239;                    North         East     Units Scale Factor Converg.
 BK3239;SPC TX C     - 3,149,475.689 1,328,346.344   MT  0.99988533   +3 23 08.5
 BK3239;SPC TX C     -10,332,904.82  4,358,082.96   sFT  0.99988533   +3 23 08.5
 BK3239;UTM  15      - 3,412,952.571   427,335.947   MT  0.99966513   -0 23 22.8
 BK3239
 BK3239                          SUPERSEDED SURVEY CONTROL
 BK3239
 BK3239  NAD 83(1986)-  30 50 51.14390(N)    093 45 35.75651(W) AD(       ) 4
 BK3239  NAD 27      -  30 50 50.41900(N)    093 45 35.11400(W) AD(       ) 3
 BK3239
 BK3239.Superseded values are not recommended for survey control.
 BK3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3239.See file dsdata.txt to determine how the superseded data were derived.
 BK3239
 BK3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2733612953(NAD 83)
 BK3239_MARKER: 53 = ELEVATED TANK
 BK3239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3239+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 BK3239
 BK3239  HISTORY     - Date     Condition        Report By
 BK3239  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK3239  HISTORY     - 1943     GOOD             USE
 BK3239  HISTORY     - 1958     GOOD             CGS
 BK3239  HISTORY     - 20020712 GOOD             USPSQD
 BK3239  HISTORY     - 20040815 GOOD             USPSQD
 BK3239
 BK3239                          STATION DESCRIPTION
 BK3239
 BK3239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3239'THIS INTERSECTION STATION IS THE MUNICIPAL TANK IN THE VILLAGE
 BK3239'OF NEWTON, TEXAS.  IT IS LOCATED IN THE SE CORNER OF THE
 BK3239'COURTHOUSE SQUARE IN THE CENTER OF THE TOWN.  IT IS APPROXIMATELY
 BK3239'40 FEET N OF THE CENTER LINE OF THE STREET ON THE S SIDE OF
 BK3239'THE SQUARE.  THE DATE THAT THE TANK WAS ERECTED WAS NOT
 BK3239'DETERMINED.  IT IS NOT VERY PROMINENT.
 BK3239'
 BK3239'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 90 FEET HIGH.
 BK3239'THE VERTICAL SECTION IS ABOUT 25 FEET HIGH AND IS BLACK IN
 BK3239'COLOR.  THE BLACK CONICAL ROOF HAS A BALL AT ITS APEX.  THE
 BK3239'TOTAL HEIGHT IS ABOUT 120 FEET.
 BK3239
 BK3239                          STATION RECOVERY (1943)
 BK3239
 BK3239'RECOVERY NOTE BY US ENGINEERS 1943
 BK3239'THE TANK IS STILL STANDING.
 BK3239
 BK3239                          STATION RECOVERY (1958)
 BK3239
 BK3239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JRM)
 BK3239'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BK3239'FOR PROCEEDING TO TANK SITE ARE CORRECT.
 BK3239
 BK3239                          STATION RECOVERY (2002)
 BK3239
 BK3239'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK3239'RECOVERED IN GOOD CONDITION.
 BK3239
 BK3239                          STATION RECOVERY (2004)
 BK3239
 BK3239'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 BK3239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6774 ***********************************************************************
 AB6774  SACS        -  This is a Secondary Airport Control Station.
 AB6774  DESIGNATION -  NFW A
 AB6774  PID         -  AB6774
 AB6774  STATE/COUNTY-  TX/TARRANT
 AB6774  USGS QUAD   -  LAKE WORTH (1982)
 AB6774
 AB6774                         *CURRENT SURVEY CONTROL
 AB6774  ___________________________________________________________________
 AB6774* NAD 83(1993)-  32 45 56.23252(N)    097 26 38.40043(W)     ADJUSTED  
 AB6774* NAVD 88     -       193.28   (meters)     634.1    (feet)  GPS OBS   
 AB6774  ___________________________________________________________________
 AB6774  X           -    -695,556.633 (meters)                     COMP
 AB6774  Y           -  -5,323,478.261 (meters)                     COMP
 AB6774  Z           -   3,432,219.390 (meters)                     COMP
 AB6774  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AB6774  ELLIP HEIGHT-         165.27  (meters)          (07/02/01) GPS OBS
 AB6774  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AB6774
 AB6774  HORZ ORDER  -  FIRST
 AB6774  ELLP ORDER  -  FOURTH    CLASS II
 AB6774
 AB6774.This mark is at Fort Worth Nas Airport (NFW)
 AB6774
 AB6774.The horizontal coordinates were established by GPS observations
 AB6774.and adjusted by the National Geodetic Survey in September 1996..
 AB6774
 AB6774.The orthometric height was determined by GPS observations and a
 AB6774.high-resolution geoid model.
 AB6774
 AB6774.GPS derived orthometric heights for airport stations designated as
 AB6774.PACS or SACS are published to 2 decimal places.  This maintains
 AB6774.centimeter relative accuracy between the PACS and SACS.  It does
 AB6774.not indicate centimeter accuracy relative to other marks which are
 AB6774.part of the NAVD 88 network.
 AB6774
 AB6774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6774
 AB6774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6774
 AB6774.The ellipsoidal height was determined by GPS observations
 AB6774.and is referenced to NAD 83.
 AB6774
 AB6774.The geoid height was determined by GEOID03.
 AB6774
 AB6774;                    North         East     Units Scale Factor Converg.
 AB6774;SPC TXNC     - 2,122,360.042   698,933.639   MT  0.99988501   +0 34 33.4
 AB6774;SPC TXNC     - 6,963,109.57  2,293,084.78   sFT  0.99988501   +0 34 33.4
 AB6774;UTM  14      - 3,626,375.278   645,745.605   MT  0.99986193   +0 50 32.1
 AB6774
 AB6774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6774!SPC TXNC     -   0.99997405  x   0.99988501  =   0.99985907
 AB6774!UTM  14      -   0.99997405  x   0.99986193  =   0.99983599
 AB6774
 AB6774                          SUPERSEDED SURVEY CONTROL
 AB6774
 AB6774  ELLIP H (09/11/96)  165.36   (m)                       GP(       ) 4 2
 AB6774
 AB6774.Superseded values are not recommended for survey control.
 AB6774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6774.See file dsdata.txt to determine how the superseded data were derived.
 AB6774
 AB6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4574626375(NAD 83)
 AB6774_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6774_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6774_SP_SET: STORM SEWER ACCESS FOUNDATION
 AB6774_STAMPING: NFW A 1995
 AB6774_MARK LOGO: NGS   
 AB6774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6774+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6774
 AB6774  HISTORY     - Date     Condition        Report By
 AB6774  HISTORY     - 1995     MONUMENTED       NGS
 AB6774
 AB6774                          STATION DESCRIPTION
 AB6774
 AB6774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6774'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF THE CENTER OF
 AB6774'FORT WORTH, 5.0 MI (8.0 KM) NORTH NORTHEAST OF BENBROOK, 1.2 MI (1.9
 AB6774'KM) EAST OF WHITE SETTLEMENT AND WEST OF THE RUNWAY AT THE FORT WORTH
 AB6774'NAVEL AIR STATION.  OWNERSHIP--LOCKHEED, BOX 748, FORT WORTH, TX
 AB6774'76101.  CONTACT IN ADVANCE, KEITH WOLFORD, LEAD ENGINEER FACILITIES,
 AB6774'PHONE (817) 777-7959, FAX (817) 777-5143.  NOTE--THIS IS A SECURED
 AB6774'AREA AND A CONTRACTORS BADGE MUST BE OBTAINED, STATIONS ARE ON THE
 AB6774'FLIGHT LINE AND FOD PROCEDURES WILL NEED TO BE FOLLOWED, ESCORT MIGHT
 AB6774'BE REQUIRED.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AB6774'HIGHWAY 30 AND STATE HIGHWAY 341 IN WESTERN FORT WORTH, GO NORTH ON
 AB6774'STATE HIGHWAY 341 (LOCKHEED BLVD) FOR 0.2 MI (0.3 KM) TO A PAVED ROAD
 AB6774'LEFT AND A GATE AHEAD (NOTE STATION IS ABOUT 0.15 MI (0.24 KM) TO THE
 AB6774'EAST, TURN LEFT AND GO WEST ON CLIFFORD STREET FOR 0.25 MI (0.40 KM)
 AB6774'TO GATE NUMBER 2 ON THE RIGHT, TURN RIGHT AND GO NORTH ON A FACTORY
 AB6774'ROAD FOR 0.8 MI (1.3 KM) TO A OVERHEAD TRESTLE, CONTINUE AHEAD AND GO
 AB6774'NORTH FOR 0.4 MI (0.6 KM) TO A CURVE RIGHT (JUST PAST BUILDING 152) ,
 AB6774'TURN RIGHT AND GO EAST FOR 0.1 MI (0.2 KM) TO A T-JUNCTION (BUILDING
 AB6774'102 AHEAD) , TURN LEFT AND GO NORTH FOR 0.25 MI (0.40 KM) TO A ROAD
 AB6774'RIGHT (JUST BEFORE BUILDING 145) , TURN RIGHT AND GO EAST ALONG THE
 AB6774'NORTH SIDE OF A YELLOW GUARD RAIL FOR 0.25 MI (0.40 KM) TO A DEFOD
 AB6774'AREA, RAMP AND ABOUT 200 FT (61.0 M) TO THE NORTHEAST COMPASS ROWS,
 AB6774'BEAR RIGHT AND GO SOUTH SOUTHEAST ACROSS THE RAMP FOR 0.1 MI (0.2 KM)
 AB6774'TO THE EAST EDGE OF A TAXIWAY, GO SOUTH FOLLOWING ALONG THE EAST EDGE
 AB6774'OF THE TAXIWAY AND RAMP FOR 1.0 MI (1.6 KM) TO THE END OF PAVEMENT AND
 AB6774'A PAVED RUNWAY ACCESS ROAD AND THE STATION ON THE LEFT.  THE STATION
 AB6774'IS SET INTO THE TOP OF THE SOUTHWEST CORNER OF A 5.0 FT (1.5 M) X 6.0
 AB6774'FT (1.8 M) CONCRETE STORM DRAIN ACCESS (SQUARE METAL COVER) , 181.0 FT
 AB6774'(55.2 M) EAST OF THE SOUTHEAST CORNER OF A HANGER LABELED STA 1, 82.8
 AB6774'FT (25.2 M) EAST NORTHEAST OF THE NORTHEAST END OF A DRAINAGE DITCH
 AB6774'WINGWALL NEAR THE JUCTION OF THE ACCESS ROAD AND THE RAMP, 79.0 FT
 AB6774'(24.1 M) SOUTHWEST OF THE SOUTH END OF A SMALL DRAINAGE DITCH DAM,
 AB6774'77.0 FT (23.5 M) WEST NORTHWEST OF THE CENTER OF A ROUND MANHOLE
 AB6774'COVER, 23.8 FT (7.3 M) SOUTHEAST OF THE CENTER OF THE PAVED ACCESS
 AB6774'ROAD AND 5.0 FT (1.5 M) WEST OF A SHORT WITNESS POST.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1261 ***********************************************************************
 AW1261  DESIGNATION -  NGS 1
 AW1261  PID         -  AW1261
 AW1261  STATE/COUNTY-  TX/HARRIS
 AW1261  USGS QUAD   -  PASADENA (1995)
 AW1261
 AW1261                         *CURRENT SURVEY CONTROL
 AW1261  ___________________________________________________________________
 AW1261* NAD 83(1986)-  29 39 57.     (N)    095 09 20.     (W)     SCALED    
 AW1261* NAVD 88     -         8.788  (meters)      28.83   (feet)  ADJUSTED  
 AW1261  ___________________________________________________________________
 AW1261  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1261  DYNAMIC HT  -           8.776 (meters)      28.79  (feet)  COMP
 AW1261  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 AW1261
 AW1261  VERT ORDER  -  FIRST     CLASS II
 AW1261
 AW1261.The horizontal coordinates were scaled from a topographic map and have
 AW1261.an estimated accuracy of +/- 6 seconds.
 AW1261
 AW1261.The orthometric height was determined by differential leveling
 AW1261.and adjusted by the National Geodetic Survey in June 1991..
 AW1261
 AW1261.The geoid height was determined by GEOID03.
 AW1261
 AW1261.The dynamic height is computed by dividing the NAVD 88
 AW1261.geopotential number by the normal gravity value computed on the
 AW1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1261.degrees latitude (g = 980.6199 gals.).
 AW1261
 AW1261.The modeled gravity was interpolated from observed gravity values.
 AW1261
 AW1261;                    North         East    Units  Estimated Accuracy
 AW1261;SPC TXSC     - 4,209,210.      972,060.      MT  (+/- 180 meters Scaled)
 AW1261
 AW1261                          SUPERSEDED SURVEY CONTROL
 AW1261
 AW1261  NGVD 29 (12/23/87)    8.785  (m)           28.82   (f) ADJUSTED    1 2
 AW1261
 AW1261.Superseded values are not recommended for survey control.
 AW1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1261.See file dsdata.txt to determine how the superseded data were derived.
 AW1261
 AW1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN913837(NAD 83)
 AW1261_MARKER: DD = SURVEY DISK
 AW1261_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1261_SP_SET: CURBING
 AW1261_STAMPING: NGS 1 1986
 AW1261_MARK LOGO: TXHD  
 AW1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1261
 AW1261  HISTORY     - Date     Condition        Report By
 AW1261  HISTORY     - UNK      MONUMENTED       TXHD
 AW1261  HISTORY     - 1978     GOOD             NGS
 AW1261  HISTORY     - 1986     GOOD             NGS
 AW1261  HISTORY     - 1989     GOOD             USPSQD
 AW1261  HISTORY     - 1989     GOOD             USPSQD
 AW1261  HISTORY     - 1989     GOOD             USPSQD
 AW1261  HISTORY     - 1989     GOOD             USPSQD
 AW1261  HISTORY     - 1989     GOOD             USPSQD
 AW1261  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1261  HISTORY     - 20000311 GOOD             USPSQD
 AW1261  HISTORY     - 20010331 GOOD             NGS
 AW1261  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 AW1261  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1261
 AW1261                          STATION DESCRIPTION
 AW1261
 AW1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1261'4.8 MI EAST FROM SOUTH HOUSTON.
 AW1261'ABOUT 4.8 MILES EAST ALONG THE SPENCER HIGHWAY FROM THE GALVESTON,
 AW1261'HOUSTON AND HENDERSON RAILROAD STATION IN SOUTH HOUSTON, SET IN THE
 AW1261'CURBING OF THE NORTHWEST CORNER OF INTERSECTION 54 FEET SOUTHEAST
 AW1261'AND ACROSS THE ROAD FROM POWER POLE NUMBER 2819, 30 FEET NORTH OF
 AW1261'THE CENTERLINE OF SPENCER HIGHWAY, 18 FEET WEST OF THE CENTERLINE
 AW1261'OF BELT WAY 8 SOUTH, 15 FEET EAST OF A POLE SUPPORTING SIGNAL LIGHTS,
 AW1261'8 FEET NORTH OF NORTH CURB, AND 1.5 FEET WEST OF WEST CURB.
 AW1261
 AW1261                          STATION RECOVERY (1986)
 AW1261
 AW1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1261'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  7.7 KM (4.8 MI)
 AW1261'EAST ALONG SPENCER HIGHWAY FROM THE JUNCTION OF STATE HIGHWAY 3 IN
 AW1261'SOUTH HOUSTON TO THE MARK ON THE LEFT AT THE EXIT RAMP TO BELT WAY 8
 AW1261'SOUTH, IN TOP OF THE LOWER PORTION OF CURBING OF THE NORTHWEST CORNER
 AW1261'OF THE INTERSECTION, 0.30 METER (1.0 FT) WEST OF THE WEST CURB OF EXIT
 AW1261'RAMP, 6.52 METERS (21.4 FT) SOUTH-SOUTHWEST OF HIGHWAY SIGN (DO NOT
 AW1261'ENTER), 6.37 METERS (20.9 FT) WEST OF HIGHWAY SIGN (SOUTH BELTWAY 8),
 AW1261'1.95 METERS (6.4 FT) WEST OF HIGHWAY SIGN (ONE WAY).  NOTE--THE DISK
 AW1261'HAD NO STAMPING AND WAS STAMPED BY THIS PARTY IN 1986.
 AW1261'THE MARK IS ABOVE LEVEL WITH SPENCER HIGHWAY.
 AW1261
 AW1261                          STATION RECOVERY (1989)
 AW1261
 AW1261'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1261'RECOVERED IN GOOD CONDITION.
 AW1261
 AW1261                          STATION RECOVERY (1989)
 AW1261
 AW1261'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1261'RECOVERED IN GOOD CONDITION.
 AW1261
 AW1261                          STATION RECOVERY (1989)
 AW1261
 AW1261'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1261'RECOVERED IN GOOD CONDITION.
 AW1261
 AW1261                          STATION RECOVERY (1989)
 AW1261
 AW1261'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1261'RECOVERED IN GOOD CONDITION.
 AW1261
 AW1261                          STATION RECOVERY (1989)
 AW1261
 AW1261'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1261'RECOVERED IN GOOD CONDITION.
 AW1261
 AW1261                          STATION RECOVERY (1998)
 AW1261
 AW1261'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1261'MARK NOT FOUND.
 AW1261
 AW1261                          STATION RECOVERY (2000)
 AW1261
 AW1261'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1261'RECOVERED IN GOOD CONDITION.
 AW1261
 AW1261                          STATION RECOVERY (2001)
 AW1261
 AW1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1261'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1261
 AW1261                          STATION RECOVERY (2003)
 AW1261
 AW1261'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1261'MARK NOT FOUND.
 AW1261
 AW1261                          STATION RECOVERY (2004)
 AW1261
 AW1261'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1035 ***********************************************************************
 CA1035  DESIGNATION -  NICHOLS
 CA1035  PID         -  CA1035
 CA1035  STATE/COUNTY-  TX/BROWN
 CA1035  USGS QUAD   -  BYRDS (1987)
 CA1035
 CA1035                         *CURRENT SURVEY CONTROL
 CA1035  ___________________________________________________________________
 CA1035* NAD 83(1993)-  31 54 00.21242(N)    099 02 54.15611(W)     ADJUSTED  
 CA1035* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 CA1035  ___________________________________________________________________
 CA1035  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CA1035  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CA1035
 CA1035  HORZ ORDER  -  SECOND
 CA1035
 CA1035.The horizontal coordinates were established by classical geodetic methods
 CA1035.and adjusted by the National Geodetic Survey in February 1996..
 CA1035
 CA1035.The orthometric height was scaled from a topographic map.
 CA1035
 CA1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1035
 CA1035.The geoid height was determined by GEOID03.
 CA1035
 CA1035;                    North         East     Units Scale Factor Converg.
 CA1035;SPC TX C     - 3,248,296.948   821,548.957   MT  1.00000454   +0 39 42.6
 CA1035;SPC TX C     -10,657,120.90  2,695,365.20   sFT  1.00000454   +0 39 42.6
 CA1035;UTM  14      - 3,529,359.096   495,425.613   MT  0.99960026   -0 01 32.0
 CA1035
 CA1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1035!SPC TX C     -   0.99992987  x   1.00000454  =   0.99993441
 CA1035!UTM  14      -   0.99992987  x   0.99960026  =   0.99953016
 CA1035
 CA1035|---------------------------------------------------------------------|
 CA1035| PID    Reference Object                     Distance      Geod. Az  |
 CA1035|                                                           dddmmss.s |
 CA1035| CV4916 NICHOLS RM 1                         32.870 METERS 10934     |
 CA1035| CV4917 NICHOLS RM 2                         38.030 METERS 19745     |
 CA1035| CV4915 NICHOLS AZ MK 2                                    2234402.3 |
 CA1035| CV4914 NICHOLS AZ MK                                      2274656.0 |
 CA1035| CV4919 NICHOLS RM 4                         13.640 METERS 23707     |
 CA1035| CV4918 NICHOLS RM 3                         20.894 METERS 33956     |
 CA1035|---------------------------------------------------------------------|
 CA1035
 CA1035                          SUPERSEDED SURVEY CONTROL
 CA1035
 CA1035  NAD 83(1986)-  31 54 00.22204(N)    099 02 54.14288(W) AD(       ) 2
 CA1035  NAD 27      -  31 53 59.68500(N)    099 02 52.94300(W) AD(       ) 2
 CA1035
 CA1035.Superseded values are not recommended for survey control.
 CA1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1035.See file dsdata.txt to determine how the superseded data were derived.
 CA1035
 CA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9542629359(NAD 83)
 CA1035_MARKER: DS = TRIANGULATION STATION DISK
 CA1035_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CA1035_PROJECTION: FLUSH
 CA1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1035+STABILITY: SURFACE MOTION
 CA1035
 CA1035  HISTORY     - Date     Condition        Report By
 CA1035  HISTORY     - 1944     MONUMENTED       CGS
 CA1035  HISTORY     - 1960     GOOD             CGS
 CA1035  HISTORY     - 1966     GOOD             USGS
 CA1035
 CA1035                          STATION DESCRIPTION
 CA1035
 CA1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1035'STATION IS LOCATED ABOUT 13.5 MILES NNW OF BROWNWOOD AND 1
 CA1035'MILE SW OF BYRDS POST OFFICE, ON PROPERTY OCCUPIED BY CHARLES
 CA1035'NICHOLS.  THE MARK IS SET 15 FEET N OF THE N RIGHT-OF-WAY
 CA1035'FENCE LINE, 80 FEET E OF THE CATTLEGUARD, 42 PACES E OF THE
 CA1035'GARAGE, AND 55 PACES NE OF THE RANCH HOUSE.  IT PROJECTS 1
 CA1035'INCH AND IS STAMPED NICHOLS 1944.
 CA1035'
 CA1035'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA1035'DISKS SET IN CONCRETE.
 CA1035'
 CA1035'REFERENCE MARK 1 IS SE OF THE STATION, 1 FOOT NW OF THE
 CA1035'RIGHT-OF-WAY FENCE LINE, 30 FEET SE OF THE CENTER LINE OF THE
 CA1035'ROAD, AND 35 FEET W OF LIGHT POLE.  IT PROJECTS ABOUT 10 INCHES.
 CA1035'
 CA1035'REFERENCE MARK 2 IS SW OF THE STATION, 1 FOOT NW OF THE
 CA1035'RIGHT-OF-WAY FENCE LINE, ON THE INSIDE OF THE CURVE, 25 FEET
 CA1035'S OF THE GATE, AND 125 FEET SE OF THE RANCH HOUSE.  IT PROJECTS
 CA1035'ABOUT 10 INCHES.
 CA1035'
 CA1035'AZIMUTH MARK IS 0.3 MILE SW OF THE STATION, 1 FOOT SW OF THE
 CA1035'RIGHT-OF-WAY FENCE LINE, 5 FEET SE OF A TELEPHONE POLE, 75
 CA1035'PACES E OF A SMALL FRAME HOUSE, AND ACROSS THE ROAD FROM
 CA1035'A SMALL BARN.  IT PROJECTS ABOUT 3 INCHES.
 CA1035'
 CA1035'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CA1035'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CA1035'
 CA1035'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CA1035'67 AND 283 IN THE N PART OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA1035'67 FOR 0.75 MILE TO THE INTERSECTION OF STATE HIGHWAY 279.
 CA1035'TURN RIGHT ON HIGHWAY 279 AND GO 18.4 MILES TO A CROSS ROAD
 CA1035'AT A SMALL SERVICE STATION ON THE LEFT AND AN OLD SCHOOLHOUSE
 CA1035'ON THE RIGHT.  TURN LEFT AND GO 1.9 MILES ON DIRT ROAD TO A
 CA1035'T-INTERSECTION.  TURN RIGHT AND GO 1.45 MILES TO STATION ON
 CA1035'THE LEFT SIDE OF THE ROAD.
 CA1035'
 CA1035'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CA1035
 CA1035                          STATION RECOVERY (1960)
 CA1035
 CA1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 CA1035'STATION MARK, THE TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 CA1035'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE REFERENCE MARKS
 CA1035'AND THE AZIMUTH MARK WERE IN THE WAY OF NEW HIGHWAY CONSTRUCTION
 CA1035'AND WERE DESTROYED AFTER NEW MARKS WERE SET OUT OF THE WAY
 CA1035'OF THE CONSTRUCTION.  A NEW DESCRIPTION IS AS FOLLOWS--
 CA1035'
 CA1035'STATION IS LOCATED ABOUT 15.5 MILES NORTH, NORTHWEST OF BROWNWOOD
 CA1035'IN THE NORTH HEADWATERS OF LAKE BROWNWOOD, ABOUT 1 MILE
 CA1035'SOUTHWEST OF BYRDS POST OFFICE AND STORE, ON THE OLD NICHOLS
 CA1035'FARM, ABOUT 55 YARDS EAST OF THE FARM HOUSE.  IT IS ABOUT
 CA1035'11 YARDS NORTH OF THE NORTH RIGHT-OF-WAY LINE OF FM. ROAD
 CA1035'2559, 25 YARDS EAST OF THE EAST YARD FENCE AND IS AT THE TOP
 CA1035'OF A LOW PASTURE SUMMIT.  A STANDARD DISK STAMPED NICHOLS 1944
 CA1035'IN A CONCRETE MONUMENT WHICH IS ABOUT 1 INCH BELOW THE SURFACE
 CA1035'OF THE PASTURE-LAND.
 CA1035'
 CA1035'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED NICHOLS
 CA1035'1944-1960 IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES,
 CA1035'2 FEET WEST OF A 4 X 4 POST, 1 FOOT NORTH OF THE OLD ROAD
 CA1035'RIGHT-OF-WAY FENCE WHICH IS NOW OUT OF THE F.M. 2559 RIGHT-OF-WAY
 CA1035'AREA, ABOUT 50 YARDS WEST OF A CURVE IN THE OLD ROAD AND
 CA1035'24 YARDS NORTHWEST OF A 24 INCH OAK TREE WHICH IS THE END
 CA1035'POST FOR AN OLD FARM-YARD FENCE LINE.
 CA1035'
 CA1035'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED NICHOLS
 CA1035'1944, NO. 3 1960 IN A CONCRETE MONUMENT PROJECTING ABOUT 3
 CA1035'INCHES.  IT IS IN THE OPEN AREA ABOUT 11 YARDS WEST OF A
 CA1035'HEAVY DUTY FENCE LINE WHICH IS IN THE EDGE OF THE TIMBER.
 CA1035'
 CA1035'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED NICHOLS 1944,
 CA1035'NO. 4 1960 IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES,
 CA1035'3 FEET NORTH OF THE OLD RIGHT-OF-WAY FENCE LINE, 11 YARDS
 CA1035'EAST OF THE EAST YARD FENCE LINE AND ABOUT 10 YARDS NORTH OF
 CA1035'THE NORTH RIGHT-OF-WAY LINE OF FM. 2559.
 CA1035'
 CA1035'TO REACH THE STATION FROM BROWNWOOD AND THE JUNCTION OF
 CA1035'HIGHWAYS NOS. 67, 84 AND 279 IN THE NORTHWEST PART OF TOWN.
 CA1035'GO NORTHWEST ON STATE HIGHWAY NO. 279, 14.8 MILES TO THE
 CA1035'JUNCTION WITH PARK 15 TO THE RIGHT.  GO NORTH AND NORTHEAST
 CA1035'ON PARK 15, 03.9 MILES TO A JUNCTION AND A LARGE STONE ENTRANCE
 CA1035'TO THE WEEDONS RANCH.  TURN LEFT HERE AND GO NORTH AND NORTH
 CA1035'EAST ON F.M. ROAD 2559, 03.2 MILES TO THE AZIMUTH MARK ON
 CA1035'THE RIGHT AS DESCRIBED.  THEN CONTINUE NORTHEAST 0.3 MILE
 CA1035'TO THE TOP OF THE DIVIDE, THE FARM YARD ON THE LEFT AND THE
 CA1035'STATION AS DESCRIBED.
 CA1035
 CA1035                          STATION RECOVERY (1966)
 CA1035
 CA1035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CA1035'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31099-1, STATION 1021.
 CA1035'RECOVERED BY USGS IN 1966.
 CA1035'STATION MARK--STANDARD DISK STAMPED---NICHOLS 1944---, IN A CONCRETE
 CA1035'MONUMENT WHICH IS ABOUT 1 IN. BELOW THE SURFACE OF THE PASTURE-LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0834 ***********************************************************************
 DO0834  DESIGNATION -  NICHOLS
 DO0834  PID         -  DO0834
 DO0834  STATE/COUNTY-  TX/BAYLOR
 DO0834  USGS QUAD   -  SOUTHWEST LAKE KEMP (1966)
 DO0834
 DO0834                         *CURRENT SURVEY CONTROL
 DO0834  ___________________________________________________________________
 DO0834* NAD 83(1993)-  33 40 35.26247(N)    099 22 24.14951(W)     ADJUSTED  
 DO0834* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 DO0834  ___________________________________________________________________
 DO0834  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DO0834  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DO0834
 DO0834  HORZ ORDER  -  FIRST
 DO0834
 DO0834.The horizontal coordinates were established by classical geodetic methods
 DO0834.and adjusted by the National Geodetic Survey in February 1996..
 DO0834
 DO0834.The orthometric height was scaled from a topographic map.
 DO0834
 DO0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0834
 DO0834.The geoid height was determined by GEOID03.
 DO0834
 DO0834;                    North         East     Units Scale Factor Converg.
 DO0834;SPC TXNC     - 2,223,208.066   519,015.281   MT  0.99993195   -0 28 34.8
 DO0834;SPC TXNC     - 7,293,975.13  1,702,802.63   sFT  0.99993195   -0 28 34.8
 DO0834;UTM  14      - 3,726,346.180   465,389.373   MT  0.99961477   -0 12 25.3
 DO0834
 DO0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0834!SPC TXNC     -   0.99994102  x   0.99993195  =   0.99987297
 DO0834!UTM  14      -   0.99994102  x   0.99961477  =   0.99955581
 DO0834
 DO0834:                Primary Azimuth Mark                     Grid Az
 DO0834:SPC TXNC     -  SEYMOUR MUNICIPAL TANK                   129 08 09.5
 DO0834:UTM  14      -  SEYMOUR MUNICIPAL TANK                   128 52 00.0
 DO0834
 DO0834|---------------------------------------------------------------------|
 DO0834| PID    Reference Object                     Distance      Geod. Az  |
 DO0834|                                                           dddmmss.s |
 DO0834| DO0836 SEYMOUR MUNICIPAL TANK              APPROX.14.6 KM 1283934.7 |
 DO0834| CX7822 NICHOLS RM 1                         33.324 METERS 13029     |
 DO0834| DO0837 SEYMOUR SCHOOL CUPOLA               APPROX.14.1 KM 1304611.8 |
 DO0834| DO0835 SEYMOUR COURTHOUSE DOME             APPROX.14.4 KM 1332342.9 |
 DO0834| CX7820 NICHOLS AZ MK                                      2275524.0 |
 DO0834| CX7821 NICHOLS AZ MK RESET                                2292920.4 |
 DO0834| CX7823 NICHOLS RM 2                         31.059 METERS 23824     |
 DO0834|---------------------------------------------------------------------|
 DO0834
 DO0834                          SUPERSEDED SURVEY CONTROL
 DO0834
 DO0834  NAD 83(1993)-  33 40 35.26327(N)    099 22 24.14956(W) AD(       ) 1
 DO0834  NAD 83(1986)-  33 40 35.27031(N)    099 22 24.14070(W) AD(       ) 1
 DO0834  NAD 27      -  33 40 34.93600(N)    099 22 22.86100(W) AD(       ) 1
 DO0834
 DO0834.Superseded values are not recommended for survey control.
 DO0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0834.See file dsdata.txt to determine how the superseded data were derived.
 DO0834
 DO0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC6538926346(NAD 83)
 DO0834_MARKER: DS = TRIANGULATION STATION DISK
 DO0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0834
 DO0834  HISTORY     - Date     Condition        Report By
 DO0834  HISTORY     - 1935     MONUMENTED       CGS
 DO0834  HISTORY     - 1935     GOOD             CGS
 DO0834  HISTORY     - 1937     GOOD             TXHD
 DO0834  HISTORY     - 1940     GOOD             TXGS
 DO0834  HISTORY     - 1957     GOOD             CGS
 DO0834  HISTORY     - 1963     GOOD             CGS
 DO0834  HISTORY     - 1989     GOOD             LOCSUR
 DO0834
 DO0834                          STATION DESCRIPTION
 DO0834
 DO0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0834'STATION IS LOCATED ON THE PROPERTY OF MR. W.H. NICHOLS, IN
 DO0834'THE NE 1/4 OF S SECTION 118, 5 MILES NNE OF RED SPRINGS,
 DO0834'AND 9 MILES NW OF SEYMOUR.  IT IS ON A POINT OF A BLUFF
 DO0834'NEAR BREAK, 0.6 MILE NE OF HOME OF L.T. MARTIN, 900 FEET NE
 DO0834'OF POINT AT WHICH FENCE MEETS BREAK.
 DO0834'
 DO0834'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0834'BRONZE DISKS SET IN CONCRETE.
 DO0834'
 DO0834'REFERENCE MARK NO. 1 IS SE OF STATION.  MARK PROJECTS 8 INCHES.
 DO0834'
 DO0834'REFERENCE MARK NO. 2 IS SW OF STATION.  MARK PROJECTS 8 INCHES.
 DO0834'
 DO0834'AZIMUTH MARK IS SW OF STATION, 75 FEET E OF LANE LEADING
 DO0834'TO MARTIN HOME, 500 FEET S OF MARTIN YARD.  TO REACH FROM
 DO0834'MARTIN HOME GO S IN LANE FOR 0.1 MILE TO MARK ON E.
 DO0834'
 DO0834'TO REACH FROM BURLINGTON DEPOT IN SEYMOUR, GO W ON STATE
 DO0834'HIGHWAY 24, FOR 6.85 MILES, THENCE RIGHT (N) FOR 3.05 MILES
 DO0834'TO SCHOOL AND CROSS ROAD, THENCE LEFT (W) 1 MILE THENCE
 DO0834'RIGHT (N) FOR 1.25 MILES TO L.T. MARTIN HOME.  KEEP TO RIGHT
 DO0834'OF HOUSE AND BARN AND FOLLOW FENCE NE FOR 0.2 MILE TO ABANDONED
 DO0834'HOUSE, FOLLOW EDGE OF BREAK NE FOR 0.4 MILE TO FENCE.  STATION
 DO0834'IS 900 FEET NE OF THIS POINT.
 DO0834'
 DO0834'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DO0834
 DO0834                          STATION RECOVERY (1935)
 DO0834
 DO0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0834'ORIGINAL DESCRIPTION ADEQUATE.  ALL MARKS ARE IN GOOD CONDITION.
 DO0834'THE AZIMUTH MARK WAS MOVED AT THE REQUEST OF THE PROPERTY
 DO0834'OWNER TO ALLOW FOR THE ERECTION OF A NEW BUILDING AND WAS
 DO0834'ESTABLISHED ABOUT 250 FEET N OF OLD LOCATION.  IT IS SW OF
 DO0834'STATION, 1.5 FEET W OF FENCE LINE, 120 FEET SE OF SE CORNER
 DO0834'OF MARTIN HOME.
 DO0834
 DO0834                          STATION RECOVERY (1937)
 DO0834
 DO0834'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0834'STATION, REFERENCE MARKERS AND AZIMUTH RECOVERED AS DESCRIBED
 DO0834'AND IN GOOD CONDITION.
 DO0834
 DO0834                          STATION RECOVERY (1940)
 DO0834
 DO0834'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0834'STATION RECOVERED AS DESCRIBED.
 DO0834
 DO0834                          STATION RECOVERY (1957)
 DO0834
 DO0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 DO0834'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DO0834'CONDITION.  THE AZIMUTH MARK WAS RECOVERED IN THE EAST EDGE
 DO0834'OF A GARDEN, ABOUT DUE EAST OF THE MAIN RANCH HOUSE AND
 DO0834'TO SOUTHEAST OF THE TENANT HOUSE.
 DO0834'
 DO0834'THE ORIGINAL DESCRIPTION TO REACH FROM SEYMOUR IS ADEQUATE.
 DO0834
 DO0834                          STATION RECOVERY (1963)
 DO0834
 DO0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JHH)
 DO0834'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 DO0834'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0834'
 DO0834'TO REACH THE STATION FROM THE INTERSECTION OF FM 1919 AND
 DO0834'U.S. 82 IN SEYMOUR, GO WESTERLY ON U.S. 82 FOR 4.6 MILES TO
 DO0834'FM 1789 RIGHT.  TURN RIGHT AND NORTH ON FM 1789 AND GO 3.1
 DO0834'MILES TO INTERSECTION OF FM 2069.  GO WESTERLY ON FM 2069
 DO0834'FOR 2 MILES TO CROSSROAD.  GO NORTHERLY ON GRAVEL ROAD FOR
 DO0834'1 MILE TO ROAD LEFT AND NICHOLS HOME RIGHT.  TURN LEFT THRU
 DO0834'CATTLEGUARD AND GO WESTERLY FOR 0.46 MILE TO TRACK ROAD
 DO0834'RIGHT AT CATTLEGUARD.  TAKE TRACK ROAD RIGHT AND GO NORTH
 DO0834'FOR 0.654 MILE TO EDGE OF BREAKS AND STATION ON THE RIGHT.
 DO0834
 DO0834                          STATION RECOVERY (1989)
 DO0834
 DO0834'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (RHB)
 DO0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0400 ***********************************************************************
 BA0400  DESIGNATION -  NICHOLS
 BA0400  PID         -  BA0400
 BA0400  STATE/COUNTY-  TX/TERRELL
 BA0400  USGS QUAD   -  CANDILLA CANYON EAST (1983)
 BA0400
 BA0400                         *CURRENT SURVEY CONTROL
 BA0400  ___________________________________________________________________
 BA0400* NAD 83(1993)-  29 53 59.78996(N)    102 18 31.60751(W)     ADJUSTED  
 BA0400* NAVD 88     -       636.4    (meters)    2088.     (feet)  VERTCON   
 BA0400  ___________________________________________________________________
 BA0400  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BA0400  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 BA0400
 BA0400  HORZ ORDER  -  FIRST
 BA0400
 BA0400.The horizontal coordinates were established by classical geodetic methods
 BA0400.and adjusted by the National Geodetic Survey in February 1996..
 BA0400
 BA0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 BA0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BA0400
 BA0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0400
 BA0400.The geoid height was determined by GEOID03.
 BA0400
 BA0400;                    North         East     Units Scale Factor Converg.
 BA0400;SPC TXSC     - 4,233,558.237   280,499.196   MT  0.99991172   -1 37 15.6
 BA0400;SPC TXSC     -13,889,598.98    920,271.11   sFT  0.99991172   -1 37 15.6
 BA0400;UTM  13      - 3,310,741.913   759,870.363   MT  1.00043330   +1 20 32.2
 BA0400
 BA0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0400!SPC TXSC     -   0.99990360  x   0.99991172  =   0.99981532
 BA0400!UTM  13      -   0.99990360  x   1.00043330  =   1.00033685
 BA0400
 BA0400|---------------------------------------------------------------------|
 BA0400| PID    Reference Object                     Distance      Geod. Az  |
 BA0400|                                                           dddmmss.s |
 BA0400| CH9164 NICHOLS RM 1                         14.890 METERS 05416     |
 BA0400| CH9165 NICHOLS RM 2                         22.912 METERS 16855     |
 BA0400| CH9163 NICHOLS AZ MK                                      3301405.9 |
 BA0400|---------------------------------------------------------------------|
 BA0400
 BA0400                          SUPERSEDED SURVEY CONTROL
 BA0400
 BA0400  NAD 83(1986)-  29 53 59.76218(N)    102 18 31.64564(W) AD(       ) 1
 BA0400  NAD 27      -  29 53 59.06500(N)    102 18 30.14500(W) AD(       ) 1
 BA0400  NGVD 29 (07/19/86)  636.2    (m)         2087.     (f) VERT ANG       
 BA0400
 BA0400.Superseded values are not recommended for survey control.
 BA0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0400.See file dsdata.txt to determine how the superseded data were derived.
 BA0400
 BA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP5987010742(NAD 83)
 BA0400_MARKER: DS = TRIANGULATION STATION DISK
 BA0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0400
 BA0400  HISTORY     - Date     Condition        Report By
 BA0400  HISTORY     - 1934     MONUMENTED       CGS
 BA0400  HISTORY     - 1943     GOOD             IBC
 BA0400
 BA0400                          STATION DESCRIPTION
 BA0400
 BA0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0400'ABOUT 17 MILES SOUTH-SOUTHEAST OF SANDERSON, 15 MILES SOUTHWEST
 BA0400'OF DRYDEN, 1.5 MILES NORTH OF THE RIO GRANDE AND 1.5 MILES
 BA0400'NORTHEAST OF THE MOUTH OF SAN FRANCISCO CREEK.  STATION IS ON
 BA0400'SOUTH END OF A LONG BRUSH-COVERED RIDGE EXTENDING NORTH AND
 BA0400'SOUTH.
 BA0400'
 BA0400'TO REACH FROM CONCRETE BRIDGE AT EAST EDGE OF SANDERSON, GO
 BA0400'EAST ON U.S. HIGHWAY 90 FOR 5.9 MILES, AT TOP OF GRADE TURN
 BA0400'LEFT (SOUTH) ON UNIMPROVED ROAD AND GO 2.4 MILES TO UNIMPROVED
 BA0400'ROAD TO LEFT.  TURN LEFT AND GO 0.35 MILE TO A GATE, PASS
 BA0400'THROUGH GATE AND CONTINUE IN SOUTHERLY DIRECTION 6.4 MILES TO
 BA0400'A FORK, TAKE RIGHT FORK (SOUTHWEST) AND GO 3.5 MILES TO A DIM
 BA0400'ROAD LEADING SOUTH.  TURN LEFT (SOUTH) AND CONTINUE FOR 1.8
 BA0400'MILES TO STATION ON EAST SIDE OF ROAD.
 BA0400'
 BA0400'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BA0400'BRONZE DISKS SET IN CONCRETE.
 BA0400'
 BA0400'AZIMUTH MARK IS NORTHWEST OF STATION AND ABOUT 10 FEET EAST
 BA0400'OF DIM ROAD WHICH LEADS TO STATION.
 BA0400
 BA0400                          STATION RECOVERY (1943)
 BA0400
 BA0400'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (LML)
 BA0400'LETTER OF MR. L.M. LAWSON, COMMISSIONER, INTERNATION BOUNDARY,
 BA0400'COMMISSION, U.S. AND MEXICO, FIRST NATIONAL BANK BUILDING, EL
 BA0400'PASO, TEXAS, DATED 12/13/43--
 BA0400'
 BA0400'RECOVERED, AND OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1301 ***********************************************************************
 GL1301  DESIGNATION -  NICKEL
 GL1301  PID         -  GL1301
 GL1301  STATE/COUNTY-  TX/DALLAM
 GL1301  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL1301
 GL1301                         *CURRENT SURVEY CONTROL
 GL1301  ___________________________________________________________________
 GL1301* NAD 83(1986)-  36 21 39.     (N)    102 32 11.     (W)     SCALED    
 GL1301* NAVD 88     -      1267.784  (meters)    4159.39   (feet)  ADJUSTED  
 GL1301  ___________________________________________________________________
 GL1301  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 GL1301  DYNAMIC HT  -        1266.348 (meters)    4154.68  (feet)  COMP
 GL1301  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 GL1301
 GL1301  VERT ORDER  -  FIRST     CLASS II
 GL1301
 GL1301.The horizontal coordinates were scaled from a topographic map and have
 GL1301.an estimated accuracy of +/- 6 seconds.
 GL1301
 GL1301.The orthometric height was determined by differential leveling
 GL1301.and adjusted by the National Geodetic Survey in June 1991..
 GL1301
 GL1301.The geoid height was determined by GEOID03.
 GL1301
 GL1301.The dynamic height is computed by dividing the NAVD 88
 GL1301.geopotential number by the normal gravity value computed on the
 GL1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1301.degrees latitude (g = 980.6199 gals.).
 GL1301
 GL1301.The modeled gravity was interpolated from observed gravity values.
 GL1301
 GL1301;                    North         East    Units  Estimated Accuracy
 GL1301;SPC TX N     - 1,262,410.      106,980.      MT  (+/- 180 meters Scaled)
 GL1301
 GL1301                          SUPERSEDED SURVEY CONTROL
 GL1301
 GL1301.No superseded survey control is available for this station.
 GL1301
 GL1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA210267(NAD 83)
 GL1301_MARKER: DS = TRIANGULATION STATION DISK
 GL1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1301_SP_SET: CONCRETE POST
 GL1301_STAMPING: NICKEL 1953
 GL1301_MARK LOGO: CGS   
 GL1301_PROJECTION: FLUSH
 GL1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1301+STABILITY: SURFACE MOTION
 GL1301
 GL1301  HISTORY     - Date     Condition        Report By
 GL1301  HISTORY     - 1953     MONUMENTED       CGS
 GL1301  HISTORY     - 1985     GOOD             NGS
 GL1301
 GL1301                          STATION DESCRIPTION
 GL1301
 GL1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1301'33.7 KM (20.95 MI) NORT FROM DALHART.
 GL1301'33.7 KM (20.95 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1301'WITH U.S. HIGHWAY 54 IN DALHART, 22.0 M (72.2 FT) EAST OF THE
 GL1301'CENTERLINE OF THE HIGHWAY, AND 6.0 M (19.7 FT) NORTH OF THE CENTER OF
 GL1301'A GATE AND FIELD ENTRANCE.
 GL1301'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST AND FENCE
 GL1301'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1376 ***********************************************************************
 GL1376  DESIGNATION -  NICKEL
 GL1376  PID         -  GL1376
 GL1376  STATE/COUNTY-  TX/DALLAM
 GL1376  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL1376
 GL1376                         *CURRENT SURVEY CONTROL
 GL1376  ___________________________________________________________________
 GL1376* NAD 83(1993)-  36 21 39.48035(N)    102 32 10.68148(W)     ADJUSTED  
 GL1376* NAVD 88     -      1267.     (meters)    4157.     (feet)  VERTCON   
 GL1376  ___________________________________________________________________
 GL1376  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 GL1376  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 GL1376
 GL1376  HORZ ORDER  -  SECOND
 GL1376
 GL1376.The horizontal coordinates were established by classical geodetic methods
 GL1376.and adjusted by the National Geodetic Survey in February 1996..
 GL1376
 GL1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1376
 GL1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1376
 GL1376.The geoid height was determined by GEOID03.
 GL1376
 GL1376;                    North         East     Units Scale Factor Converg.
 GL1376;SPC TX N     - 1,262,419.712   106,988.395   MT  1.00004627   -0 36 02.1
 GL1376;SPC TX N     - 4,141,788.67    351,011.09   sFT  1.00004627   -0 36 02.1
 GL1376;UTM  13      - 4,026,804.817   721,051.481   MT  1.00020208   +1 27 40.5
 GL1376
 GL1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1376!SPC TX N     -   0.99980505  x   1.00004627  =   0.99985131
 GL1376!UTM  13      -   0.99980505  x   1.00020208  =   1.00000709
 GL1376
 GL1376|---------------------------------------------------------------------|
 GL1376| PID    Reference Object                     Distance      Geod. Az  |
 GL1376|                                                           dddmmss.s |
 GL1376| CM9609 NICKEL RM 1                          11.221 METERS 00334     |
 GL1376| GL1359 CONLEN JD CRABTREE GRAIN ELEV       APPROX.30.1 KM 1175606.1 |
 GL1376| GL1299 NICKEL AZ MK                                       1805612.1 |
 GL1376| CM9610 NICKEL RM 2                          44.524 METERS 27214     |
 GL1376|---------------------------------------------------------------------|
 GL1376
 GL1376                          SUPERSEDED SURVEY CONTROL
 GL1376
 GL1376  NAD 83(1993)-  36 21 39.48009(N)    102 32 10.68189(W) AD(       ) 2
 GL1376  NAD 83(1993)-  36 21 39.49012(N)    102 32 10.67382(W) AD(       ) 2
 GL1376  NAD 83(1986)-  36 21 39.49158(N)    102 32 10.67319(W) AD(       ) 2
 GL1376  NAD 27      -  36 21 39.39500(N)    102 32 08.99600(W) AD(       ) 2
 GL1376  NGVD 29 (07/19/86) 1266.     (m)         4154.     (f) VERT ANG       
 GL1376
 GL1376.Superseded values are not recommended for survey control.
 GL1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1376.See file dsdata.txt to determine how the superseded data were derived.
 GL1376
 GL1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2105126805(NAD 83)
 GL1376_MARKER: DS = TRIANGULATION STATION DISK
 GL1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1376_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1376
 GL1376  HISTORY     - Date     Condition        Report By
 GL1376  HISTORY     - 1953     MONUMENTED       CGS
 GL1376
 GL1376                          STATION DESCRIPTION
 GL1376
 GL1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1376'THE STATION IS LOCATED ALONG THE EAST SIDE OF U.S. HIGHWAY 51.
 GL1376'IT IS LOCATED AIRLINE ABOUT 20 MILES NORTH OF DALHART AND
 GL1376'ABOUT 20 MILES NORTHWEST OF CONLEN.
 GL1376'
 GL1376'THE STATION IS A STANDARD DISK STAMPED NICKEL 1953 SET IN TOP
 GL1376'OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 GL1376'AND IS ABOUT FLUSH WITH THE GROUND.  IT IS 3 FEET WEST OF A
 GL1376'NORTH-SOUTH FENCE LINE, 6 FEET NORTHWEST OF A FENCE POST WITH
 GL1376'A TRIANGULAR BLAZE, AND 73 FEET EAST OF THE CENTER LINE OF
 GL1376'U.S. HIGHWAY 51.
 GL1376'
 GL1376'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NICKEL NO 1
 GL1376'1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES
 GL1376'IN DIAMETER, PROJECTS ABOUT 4 INCHES ABOVE THE GROUND, AND IS
 GL1376'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT WEST OF
 GL1376'A NORTH-SOUTH FENCE LINE AND 74 FEET EAST OF THE CENTER LINE
 GL1376'OF U.S. HIGHWAY 51.
 GL1376'
 GL1376'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NICKEL NO
 GL1376'2 1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 GL1376'INCHES IN DIAMETER, IS ABOUT FLUSH WITH THE GROUND, AND IS
 GL1376'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 10 INCHES
 GL1376'EAST OF A NORTH-SOUTH FENCE LINE AND 74 FEET WEST OF THE CENTER
 GL1376'LINE OF U.S. HIGHWAY 51.
 GL1376'
 GL1376'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NICKEL 1953 SET
 GL1376'IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN
 GL1376'DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT
 GL1376'IS 3 FEET NORTHWEST OF THE NORTH END OF A WIRE GATE AND 73
 GL1376'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 51.
 GL1376'
 GL1376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 GL1376'AND 87 IN THE NORTH EDGE OF DALHART, GO NORTHERLY ON U.S.
 GL1376'HIGHWAY 51 FOR 20.0 MILES TO A WIRE GATE ON THE RIGHT AND THE
 GL1376'AZIMUTH MARK.  CONTINUE NORTH ON U.S. HIGHWAY 51 FOR 0.5
 GL1376'MILE TO THE TOP OF A SMALL RISE, A FENCE POST WITH A TRIANGULAR
 GL1376'BLAZE, AND THE STATION ON THE RIGHT, EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1299 ***********************************************************************
 GL1299  DESIGNATION -  NICKEL AZ MK
 GL1299  PID         -  GL1299
 GL1299  STATE/COUNTY-  TX/DALLAM
 GL1299  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL1299
 GL1299                         *CURRENT SURVEY CONTROL
 GL1299  ___________________________________________________________________
 GL1299* NAD 83(1986)-  36 21 11.     (N)    102 32 12.     (W)     SCALED    
 GL1299* NAVD 88     -      1261.105  (meters)    4137.48   (feet)  ADJUSTED  
 GL1299  ___________________________________________________________________
 GL1299  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 GL1299  DYNAMIC HT  -        1259.675 (meters)    4132.78  (feet)  COMP
 GL1299  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 GL1299
 GL1299  VERT ORDER  -  FIRST     CLASS II
 GL1299
 GL1299.The horizontal coordinates were scaled from a topographic map and have
 GL1299.an estimated accuracy of +/- 6 seconds.
 GL1299
 GL1299.The orthometric height was determined by differential leveling
 GL1299.and adjusted by the National Geodetic Survey in June 1991..
 GL1299
 GL1299.The geoid height was determined by GEOID03.
 GL1299
 GL1299.The dynamic height is computed by dividing the NAVD 88
 GL1299.geopotential number by the normal gravity value computed on the
 GL1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1299.degrees latitude (g = 980.6199 gals.).
 GL1299
 GL1299.The modeled gravity was interpolated from observed gravity values.
 GL1299
 GL1299;                    North         East    Units  Estimated Accuracy
 GL1299;SPC TX N     - 1,261,540.      106,950.      MT  (+/- 180 meters Scaled)
 GL1299
 GL1299                          SUPERSEDED SURVEY CONTROL
 GL1299
 GL1299.No superseded survey control is available for this station.
 GL1299
 GL1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA210259(NAD 83)
 GL1299_MARKER: DZ = AZIMUTH MARK DISK
 GL1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1299_SP_SET: CONCRETE POST
 GL1299_STAMPING: NICKEL 1953
 GL1299_MARK LOGO: CGS   
 GL1299_PROJECTION: PROJECTING 15 CENTIMETERS
 GL1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1299+STABILITY: SURFACE MOTION
 GL1299
 GL1299  HISTORY     - Date     Condition        Report By
 GL1299  HISTORY     - 1953     MONUMENTED       CGS
 GL1299  HISTORY     - 1985     GOOD             NGS
 GL1299
 GL1299                          STATION DESCRIPTION
 GL1299
 GL1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1299'32.8 KM (20.4 MI) NORTH FROM DALHART.
 GL1299'32.8 KM (20.4 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1299'WITH U.S. HIGHWAY 54 IN DALHART, 22.1 M (72.5 FT) EAST OF THE
 GL1299'CENTERLINE OF THE HIGHWAY, AND 5.5 M (18.0 FT) NORTH OF THE CENTER OF
 GL1299'A GATE AND FIELD ENTRANCE.
 GL1299'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST AND FENCE
 GL1299'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2086 ***********************************************************************
 AY2086  DESIGNATION -  NIG
 AY2086  PID         -  AY2086
 AY2086  STATE/COUNTY-  TX/REAL
 AY2086  USGS QUAD   -  LEAKEY (1971)
 AY2086
 AY2086                         *CURRENT SURVEY CONTROL
 AY2086  ___________________________________________________________________
 AY2086* NAD 83(1993)-  29 43 02.46145(N)    099 50 24.76289(W)     ADJUSTED  
 AY2086* NAVD 88     -       754.     (meters)    2474.     (feet)  SCALED    
 AY2086  ___________________________________________________________________
 AY2086  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AY2086  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AY2086
 AY2086  HORZ ORDER  -  SECOND
 AY2086
 AY2086.The horizontal coordinates were established by classical geodetic methods
 AY2086.and adjusted by the National Geodetic Survey in February 1996..
 AY2086
 AY2086.The orthometric height was scaled from a topographic map.
 AY2086
 AY2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2086
 AY2086.The geoid height was determined by GEOID03.
 AY2086
 AY2086;                    North         East     Units Scale Factor Converg.
 AY2086;SPC TXSC     - 4,209,092.245   518,712.341   MT  0.99988544   -0 24 41.9
 AY2086;SPC TXSC     -13,809,330.14  1,701,808.74   sFT  0.99988544   -0 24 41.9
 AY2086;UTM  14      - 3,287,761.556   418,733.355   MT  0.99968148   -0 24 59.5
 AY2086
 AY2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2086!SPC TXSC     -   0.99988510  x   0.99988544  =   0.99977055
 AY2086!UTM  14      -   0.99988510  x   0.99968148  =   0.99956661
 AY2086
 AY2086:                Primary Azimuth Mark                     Grid Az
 AY2086:SPC TXSC     -  LEAKEY                                   013 19 29.3
 AY2086:UTM  14      -  LEAKEY                                   013 19 46.9
 AY2086
 AY2086|---------------------------------------------------------------------|
 AY2086| PID    Reference Object                     Distance      Geod. Az  |
 AY2086|                                                           dddmmss.s |
 AY2086| AY2089 LEAKEY                              APPROX. 4.0 KM 0125447.4 |
 AY2086| CV4920 NIG RM 1                             21.132 METERS 23431     |
 AY2086| CV4921 NIG RM 2                             22.690 METERS 32239     |
 AY2086|---------------------------------------------------------------------|
 AY2086
 AY2086                          SUPERSEDED SURVEY CONTROL
 AY2086
 AY2086  NAD 83(1986)-  29 43 02.46369(N)    099 50 24.74984(W) AD(       ) 2
 AY2086  NAD 27      -  29 43 01.65700(N)    099 50 23.53400(W) AD(       ) 2
 AY2086
 AY2086.Superseded values are not recommended for survey control.
 AY2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2086.See file dsdata.txt to determine how the superseded data were derived.
 AY2086
 AY2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1873387762(NAD 83)
 AY2086_MARKER: DS = TRIANGULATION STATION DISK
 AY2086_SETTING: 66 = SET IN ROCK OUTCROP
 AY2086_SP_SET: PARTIALLY EXPOSED BEDROCK
 AY2086
 AY2086  HISTORY     - Date     Condition        Report By
 AY2086  HISTORY     - 1944     MONUMENTED       CGS
 AY2086  HISTORY     - 1968     GOOD             CGS
 AY2086  HISTORY     - 1971     GOOD             USGS
 AY2086
 AY2086                          STATION DESCRIPTION
 AY2086
 AY2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2086'STATION IS LOCATED ON THE SUMMIT OF A ROCKY AND CEDAR-COVERED
 AY2086'RIDGE, WHICH IS A W SPUR OF THE MAIN RIDGE BETWEEN THE NUECES
 AY2086'AND FRIO RIVERS, ABOUT 5 MILES WSW OF LEAKEY, AND 4-1/2
 AY2086'MILES N OF THE DRY FRIO SCHOOL.  IT IS 15 FEET SSW OF THE
 AY2086'CENTER LINE OF TRACK ROAD, 7 FEET WSW OF A WHITE WOODEN WITNESS
 AY2086'POST, AND 160 PACES NNW OF DOUBLE POWER-TRANSMISSION LINE POLES
 AY2086'28.
 AY2086'
 AY2086'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK.  IT IS
 AY2086'STAMPED NIG 1944 AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 AY2086'
 AY2086'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK,
 AY2086'PROJECTS ABOUT 2 INCHES ABOVE GROUND, AND IS 2 FEET LOWER THAN
 AY2086'STATION.  IT IS STAMPED NIG NO 1 1944.
 AY2086'
 AY2086'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 AY2086'FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION
 AY2086'AS THE STATION AND IS STAMPED NIG NO 2 1944.
 AY2086'
 AY2086'STATION LEAKEY MAY BE USED AS THE AZIMUTH MARK.  APPROXIMATELY
 AY2086'8 MAN-HOURS OF CLEARING NECESSARY TO MAKE VISIBLE FROM GROUND.
 AY2086'
 AY2086'TO REACH STATION FROM LEAKEY, GO ONE BLOCK S OF THE COURTHOUSE
 AY2086'AND TURN W (RIGHT) ONTO DIRT ROAD.  FOLLOW MAIN ROAD FOR
 AY2086'2.7 MILES TO A BOARD GATE WITH A GROWING TREE USED AS A HINGE
 AY2086'POST, AFTER FIRST PASSING THROUGH TWO BOARD GATES ENROUTE.
 AY2086'CONTINUE 0.05 MILE AND TURN RIGHT AT FENCE CORNER, PASSING
 AY2086'BETWEEN HOUSE AND FENCE.  PROCEED 0.1 MILE TO A BUMPER GATE.
 AY2086'CONTINUE 0.5 MILE AND TURN SHARP RIGHT.  PROCEED UP RIDGE AND
 AY2086'FOLLOW MAIN ROAD FOR 2.2 MILES TO A FORK JUST BEYOND THE THIRD
 AY2086'GATE, 0.6 MILE BEYOND STATION LEAKEY.  THERE IS A SIGN AT
 AY2086'THIS FORKS READING CHAPIN.  TAKE LEFT FORK AND GO 1.1 MILES
 AY2086'TO A BOARD GATE.  PROCEED 0.7 MILE AND TAKE ANOTHER LEFT
 AY2086'FORK.  GO 0.5 MILE TO WIRE GATE, THENCE 0.25 MILE TO
 AY2086'SHARP LEFT TURN UP A HILL.  PROCEED 0.4 MILE TO TOP OF
 AY2086'HILL AND STATION ON RIGHT.  THE ENTIRE DISTANCE FROM
 AY2086'STATION LEAKEY TO NIG IS VERY ROUGH AND ROCKY, THOUGH CAN BE
 AY2086'TRAVELED BY TRUCK, INCLUDING A DOUBLE-UNIT STEEL TRUCK.
 AY2086'
 AY2086'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 AY2086
 AY2086                          STATION RECOVERY (1968)
 AY2086
 AY2086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GDF)
 AY2086'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 AY2086'
 AY2086'TO REACH FROM THE JUNCTION OF U.S. NO. 83 AND RANCH ROAD NO. 337
 AY2086'IN LEAKEY GO W ON 337 FOR 5.5. MILES TO GATE TO GUY ROSSAN RANCH
 AY2086'TURN LEFT THROUGH GATE AND GO 3.8 MILES ON MAIN TRAVELED ROAD TO
 AY2086'RANCH HOUSE.  DOUBLE BACK 0.25 MILES TO CURVE AND FAINT TRACK UP
 AY2086'DRAIN, CONTINUE E UP DRAIN 0.35 MILE TO FORK, CONTINUE UP RIDGE
 AY2086'BETWEEN FORKS 0.35 MILE TO TOP AND STATION ON RIGHT AT THE EDGE
 AY2086'OF TRACK.
 AY2086'
 AY2086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LEAKEY 5 MILES
 AY2086'(AIRLINE) WSW OF.
 AY2086
 AY2086                          STATION RECOVERY (1971)
 AY2086
 AY2086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 AY2086'LEAKEY, JCT. U.S. 83 AND STATE 337, GO WEST 5.4 MILES TO
 AY2086'GATE ON LEFT TO GUY ROSSON RANCH., TURN LEFT AND FOLLOW MAIN
 AY2086'TRAVELED ROAD 5.55 MILES TO POINT ABOUT 0.1 MILE BEFORE
 AY2086'REACHING RANCH, TURN LEFT UP CREEK 0.1 MI., TAKE RIGHT TRACK
 AY2086'UP CREEK THEN RIDGE 0.6 MI. TO TOP AND STA. ON RIGHT EDGE
 AY2086'OF TRACK.  R.M. 1 IS NOW IN THIS TRACK.
 AY2086'
 AY2086'LINES WERE CLEARED TO LEAKEY AND HOOVER, IN ABOUT 1-1/2 HRS.
 AY2086'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1717 ***********************************************************************
 FL1717  DESIGNATION -  NIGHT
 FL1717  PID         -  FL1717
 FL1717  STATE/COUNTY-  TX/ARMSTRONG
 FL1717  USGS QUAD   -  GOODNIGHT (1983)
 FL1717
 FL1717                         *CURRENT SURVEY CONTROL
 FL1717  ___________________________________________________________________
 FL1717* NAD 83(1993)-  35 01 54.94178(N)    101 08 14.27223(W)     ADJUSTED  
 FL1717* NAVD 88     -       930.     (meters)    3051.     (feet)  SCALED    
 FL1717  ___________________________________________________________________
 FL1717  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 FL1717  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 FL1717
 FL1717  HORZ ORDER  -  FIRST
 FL1717
 FL1717.The horizontal coordinates were established by classical geodetic methods
 FL1717.and adjusted by the National Geodetic Survey in February 1996..
 FL1717
 FL1717.The orthometric height was scaled from a topographic map.
 FL1717
 FL1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1717
 FL1717.The geoid height was determined by GEOID03.
 FL1717
 FL1717;                    North         East     Units Scale Factor Converg.
 FL1717;SPC TX N     - 1,114,539.706   233,095.272   MT  0.99993343   +0 12 36.7
 FL1717;SPC TX N     - 3,656,619.02    764,746.74   sFT  0.99993343   +0 12 36.7
 FL1717;UTM  14      - 3,878,671.842   305,028.275   MT  1.00006852   -1 13 38.2
 FL1717
 FL1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1717!SPC TX N     -   0.99985817  x   0.99993343  =   0.99979161
 FL1717!UTM  14      -   0.99985817  x   1.00006852  =   0.99992668
 FL1717
 FL1717|---------------------------------------------------------------------|
 FL1717| PID    Reference Object                     Distance      Geod. Az  |
 FL1717|                                                           dddmmss.s |
 FL1717| CJ7173 NIGHT RM 1                            6.842 METERS 10214     |
 FL1717| EN0791 CLARENDON GRAIN CO ELEVATOR         APPROX.24.8 KM 1140103.3 |
 FL1717| CJ7174 NIGHT RM 2                            6.739 METERS 26400     |
 FL1717| FL0900 D 428                                              2804626.8 |
 FL1717|---------------------------------------------------------------------|
 FL1717
 FL1717                          SUPERSEDED SURVEY CONTROL
 FL1717
 FL1717  NAD 83(1993)-  35 01 54.94507(N)    101 08 14.26911(W) AD(       ) 1
 FL1717  NAD 83(1986)-  35 01 54.94770(N)    101 08 14.26405(W) AD(       ) 1
 FL1717  NAD 27      -  35 01 54.76637(N)    101 08 12.70498(W) AD(       ) 1
 FL1717
 FL1717.Superseded values are not recommended for survey control.
 FL1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1717.See file dsdata.txt to determine how the superseded data were derived.
 FL1717
 FL1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0502878672(NAD 83)
 FL1717_MARKER: DS = TRIANGULATION STATION DISK
 FL1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1717+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 FL1717
 FL1717  HISTORY     - Date     Condition        Report By
 FL1717  HISTORY     - 1964     MONUMENTED       CGS
 FL1717  HISTORY     - 20040804 GOOD             USPSQD
 FL1717
 FL1717                          STATION DESCRIPTION
 FL1717
 FL1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 FL1717'STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF CLARENDON, 14
 FL1717'MILES EAST-SOUTHEAST OF CLAUDE, 3 MILES WEST OF THE VILLAGE OF
 FL1717'GOODNIGHT, AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 287.
 FL1717'
 FL1717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 FL1717'HIGHWAY 70 IN THE WEST EDGE OF CLARENDON.  GO WEST-NORTHWEST ON
 FL1717'U.S. HIGHWAY 287 FOR 13.8 MILES TO LOVELLS TEXACO STATION ON THE
 FL1717'LEFT, CONTINUE WEST ON U.S. HIGHWAY 287 FOR 1.1 MILES TO ROADSIDE
 FL1717'PARK ON THE RIGHT AND STATION ACROSS HIGHWAYS ON THE LEFT.
 FL1717'
 FL1717'THE STATION IS A STANDARD DISK, STAMPED NIGHT 1964, SET IN TOP OF A
 FL1717'12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 112.0
 FL1717'FEET SOUTH OF THE CENTERLINE OF THE SOUTH LANE OF U.S. HIGHWAY 287,
 FL1717'5.2 FEET NORTH OF THE FENCELINE, 5.0 FEET NORTH-NORTHEAST OF
 FL1717'METAL WITNESS POST, AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 FL1717'
 FL1717'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NIGHT NO 1 1964, SET IN
 FL1717'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT
 FL1717'IS 116.0 FEET SOUTH OF THE CENTERLINE OF THE SOUTH LANE OF U.S.
 FL1717'HIGHWAY 287, 1.0 FOOT NORTH OF THE FENCE, AND ABOUT THE SAME
 FL1717'ELEVATION AS THE STATION.
 FL1717'
 FL1717'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NIGHT NO 2 1964, SET IN
 FL1717'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 FL1717'116.0 FEET SOUTH OF THE CENTERLINE OF THE SOUTH LANE OF U.S.
 FL1717'HIGHWAY 287, 1.0 FOOT NORTH OF THE FENCE, AND ABOUT THE SAME
 FL1717'ELEVATION AS THE STATION.
 FL1717'
 FL1717'AZIMUTH MARK IS A STANDARD BENCH MARK, STAMPED D 427, 1934, SET IN
 FL1717'TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS
 FL1717'125.0 FEET NORTH OF THE NORTH LANE OF U.S. HIGHWAY 287, 70.0 FEET
 FL1717'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 4.0 FEET WEST OF A
 FL1717'TELEPHONE LINE POLE, 1.6 FEET EAST OF A METAL WITNESS POST, AND
 FL1717'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  TO REACH THE BENCH MARK
 FL1717'FROM THE STATION CONTINUE WEST ON U.S. HIGHWAY 287 FOR 0.4 MILE TO
 FL1717'THE BENCH MARK ON THE RIGHT.
 FL1717
 FL1717                          STATION RECOVERY (2004)
 FL1717
 FL1717'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1717'R1 FOUND, R2 FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0810 ***********************************************************************
 CB0810  DESIGNATION -  NIHUES ET
 CB0810  PID         -  CB0810
 CB0810  STATE/COUNTY-  TX/RUNNELS
 CB0810  USGS QUAD   -  HERRING RANCH (1987)
 CB0810
 CB0810                         *CURRENT SURVEY CONTROL
 CB0810  ___________________________________________________________________
 CB0810* NAD 83(1993)-  31 51 25.44193(N)    100 06 42.64235(W)     ADJUSTED  
 CB0810* NAVD 88     -       569.0    (meters)    1867.     (feet)  VERTCON   
 CB0810  ___________________________________________________________________
 CB0810  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CB0810  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 CB0810
 CB0810  HORZ ORDER  -  THIRD
 CB0810  VERT ORDER  -  THIRD ? (See Below)
 CB0810
 CB0810.The horizontal coordinates were established by classical geodetic methods
 CB0810.and adjusted by the National Geodetic Survey in February 1996..
 CB0810
 CB0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0810.The vertical order pertains to the NGVD 29 superseded value.
 CB0810
 CB0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0810
 CB0810.The geoid height was determined by GEOID03.
 CB0810
 CB0810;                    North         East     Units Scale Factor Converg.
 CB0810;SPC TX C     - 3,242,848.670   720,961.362   MT  0.99999305   +0 06 50.7
 CB0810;SPC TX C     -10,639,246.01  2,365,354.07   sFT  0.99999305   +0 06 50.7
 CB0810;UTM  14      - 3,525,131.555   394,814.751   MT  0.99973645   -0 35 12.8
 CB0810
 CB0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0810!SPC TX C     -   0.99991461  x   0.99999305  =   0.99990766
 CB0810!UTM  14      -   0.99991461  x   0.99973645  =   0.99965109
 CB0810
 CB0810:                Primary Azimuth Mark                     Grid Az
 CB0810:SPC TX C     -  NORTON RESET                             200 03 04.7
 CB0810:UTM  14      -  NORTON RESET                             200 45 08.2
 CB0810
 CB0810|---------------------------------------------------------------------|
 CB0810| PID    Reference Object                     Distance      Geod. Az  |
 CB0810|                                                           dddmmss.s |
 CB0810| CB0804 NORTON RESET                        APPROX. 3.5 KM 2000955.4 |
 CB0810|---------------------------------------------------------------------|
 CB0810
 CB0810                          SUPERSEDED SURVEY CONTROL
 CB0810
 CB0810  NAD 83(1986)-  31 51 25.44850(N)    100 06 42.62850(W) AD(       ) 3
 CB0810  NAD 27      -  31 51 24.90652(N)    100 06 41.30149(W) AD(       ) 3
 CB0810  NGVD 29 (07/19/86)  568.9    (m)         1866.     (f) LEVELING    3  
 CB0810
 CB0810.Superseded values are not recommended for survey control.
 CB0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0810.See file dsdata.txt to determine how the superseded data were derived.
 CB0810
 CB0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA9481525132(NAD 83)
 CB0810_MARKER: DD = SURVEY DISK
 CB0810_SETTING: 0 = UNSPECIFIED SETTING
 CB0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0810
 CB0810  HISTORY     - Date     Condition        Report By
 CB0810  HISTORY     - 1958     MONUMENTED       USGS
 CB0810
 CB0810                          STATION DESCRIPTION
 CB0810
 CB0810'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0810'STATION IS LOCATED ABOUT 1.5 MI. (AIRLINE) SE. OF NORTON, RUNNELS
 CB0810'COUNTY, TEXAS.  ABOUT 300 FT. W. OF THE NIHUES FARM BUILDINGS ON
 CB0810'THE N. SIDE OF GRADED RD.
 CB0810'
 CB0810'TO REACH THE STATION FROM THE POST OFFICE IN NORTON, PROCEED S. 1.3
 CB0810'MI. ALONG F. M. ROAD 383 TO BEND S. AND GRADED RD. E., CONTINUE E.
 CB0810'0.5 MI. TO FENCE LINE N. (ABOUT 300 FT. W. OF FARM BUILDINGS) AND
 CB0810'THE STATION ON THE LEFT, 24 FT. N. OF CENTERLINE OF RD. AND 19 FT. W.
 CB0810'OF FENCE CORNER IN THE RIGHT-OF-WAY FENCE LINE.
 CB0810'
 CB0810'STATION MARK--A STANDARD USGS ALUMINUM TABLET SET IN CONCRETE POST
 CB0810'PROJECTING ABOUT 0.3 FT. ABOVE GROUND AND STAMPED ---NIHUES - ET
 CB0810'1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0795 ***********************************************************************
 CA0795  DESIGNATION -  NINE
 CA0795  PID         -  CA0795
 CA0795  STATE/COUNTY-  TX/MCCULLOCH
 CA0795  USGS QUAD   -  BRADY SW (1987)
 CA0795
 CA0795                         *CURRENT SURVEY CONTROL
 CA0795  ___________________________________________________________________
 CA0795* NAD 83(1993)-  31 03 06.46081(N)    099 22 31.30692(W)     ADJUSTED  
 CA0795* NAVD 88     -       589.353  (meters)    1933.57   (feet)  ADJUSTED  
 CA0795  ___________________________________________________________________
 CA0795  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CA0795  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CA0795  DYNAMIC HT  -         588.554 (meters)    1930.95  (feet)  COMP
 CA0795  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 CA0795
 CA0795  HORZ ORDER  -  FIRST
 CA0795  VERT ORDER  -  FIRST     CLASS II
 CA0795
 CA0795.The horizontal coordinates were established by classical geodetic methods
 CA0795.and adjusted by the National Geodetic Survey in February 1996..
 CA0795
 CA0795.The orthometric height was determined by differential leveling
 CA0795.and adjusted by the National Geodetic Survey in June 1991..
 CA0795
 CA0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0795
 CA0795.The geoid height was determined by GEOID03.
 CA0795
 CA0795.The dynamic height is computed by dividing the NAVD 88
 CA0795.geopotential number by the normal gravity value computed on the
 CA0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0795.degrees latitude (g = 980.6199 gals.).
 CA0795
 CA0795.The modeled gravity was interpolated from observed gravity values.
 CA0795
 CA0795;                    North         East     Units Scale Factor Converg.
 CA0795;SPC TX C     - 3,153,942.066   791,428.851   MT  0.99988213   +0 29 36.3
 CA0795;SPC TX C     -10,347,558.26  2,596,546.16   sFT  0.99988213   +0 29 36.3
 CA0795;UTM  14      - 3,435,402.622   464,184.832   MT  0.99961582   -0 11 37.0
 CA0795
 CA0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0795!SPC TX C     -   0.99991109  x   0.99988213  =   0.99979323
 CA0795!UTM  14      -   0.99991109  x   0.99961582  =   0.99952694
 CA0795
 CA0795:                Primary Azimuth Mark                     Grid Az
 CA0795:SPC TX C     -  BRADY HIGH SCHOOL CUPOLA                 020 14 30.3
 CA0795:UTM  14      -  BRADY HIGH SCHOOL CUPOLA                 020 55 43.6
 CA0795
 CA0795|---------------------------------------------------------------------|
 CA0795| PID    Reference Object                     Distance      Geod. Az  |
 CA0795|                                                           dddmmss.s |
 CA0795| CA1097 BRADY HIGH SCHOOL CUPOLA            APPROX. 9.0 KM 0204406.6 |
 CA0795| CA1098 BRADY MUNICIPAL TANK                APPROX. 8.8 KM 0211932.6 |
 CA0795| CV4928 NINE AZ MK                                         0290639.0 |
 CA0795| CV4929 NINE RM 1                            31.564 METERS 08517     |
 CA0795| CA0793 NINE 2 AZ MK 2                                     2061942.5 |
 CA0795| CA0797 NINE RM 2                            35.348 METERS 20958     |
 CA0795| CA0796 NINE 2                               28.340 METERS 26438     |
 CA0795| CA0798 NINE 2 RM 3                          15.795 METERS 30631     |
 CA0795|---------------------------------------------------------------------|
 CA0795
 CA0795                          SUPERSEDED SURVEY CONTROL
 CA0795
 CA0795  NAD 83(1986)-  31 03 06.46921(N)    099 22 31.29263(W) AD(       ) 1
 CA0795  NAD 27      -  31 03 05.85500(N)    099 22 30.08600(W) AD(       ) 1
 CA0795  NGVD 29 (07/19/86)  589.27   (m)         1933.3    (f) LEVELING    3  
 CA0795
 CA0795.Superseded values are not recommended for survey control.
 CA0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0795.See file dsdata.txt to determine how the superseded data were derived.
 CA0795
 CA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6418535403(NAD 83)
 CA0795_MARKER: DS = TRIANGULATION STATION DISK
 CA0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0795_SP_SET: CONCRETE POST
 CA0795_STAMPING: NINE 1935
 CA0795_MARK LOGO: CGS   
 CA0795_PROJECTION: PROJECTING 10 CENTIMETERS
 CA0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0795+STABILITY: SURFACE MOTION
 CA0795
 CA0795  HISTORY     - Date     Condition        Report By
 CA0795  HISTORY     - 1935     MONUMENTED       CGS
 CA0795  HISTORY     - 1955     GOOD             CGS
 CA0795  HISTORY     - 1962     GOOD             USGS
 CA0795  HISTORY     - 1966     GOOD             CGS
 CA0795  HISTORY     - 1967     SEE DESCRIPTION  CGS
 CA0795  HISTORY     - 1981     GOOD             NGS
 CA0795  HISTORY     - 1981     GOOD             NGS
 CA0795  HISTORY     - 19950827 GOOD             USPSQD
 CA0795
 CA0795                          STATION DESCRIPTION
 CA0795
 CA0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA0795'STATION IS LOCATED ON HIGH GROUND ALONG BRADY CREEK CALF
 CA0795'ROAD 6 MILES SSW OF BRADY AND 1.0 MILE SE OF WHITE LAND.
 CA0795'STATION IS 54 FEET W OF CENTER LINE OF ROAD, 18 FEET W OF
 CA0795'FENCE LINE.  MARK IS FLUSH.
 CA0795'
 CA0795'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND AZIMUTH MARKS
 CA0795'ARE STANDARD DISKS SET IN CONCRETE.
 CA0795'
 CA0795'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 CA0795'DRILL HOLE IN OUTCROPPING BEDROCK.
 CA0795'
 CA0795'REFERENCE MARK NO. 1 IS 31.564 METERS (103.56 FEET) E BY
 CA0795'N OF STATION, 33 FEET E OF CENTER LINE OF ROAD, 6 FEET E OF
 CA0795'FENCE.
 CA0795'
 CA0795'REFERENCE MARK NO. 2 IS 35.337 METERS (115.93 FEET) S OF
 CA0795'STATION, 59 FEET W OF CENTER LINE OF ROAD, 16 FEET W OF
 CA0795'FENCE.
 CA0795'
 CA0795'AZIMUTH MARK IS 0.6 MILE N OF STATION, 45 FEET W OF CENTER
 CA0795'LINE OF ROAD LEADING TO STATION, 15 FEET E OF FENCE LINE AT
 CA0795'TURN IN ROAD.
 CA0795'
 CA0795'STATION IS REACHED FROM THE SE CORNER OF THE COURTHOUSE
 CA0795'SQUARE IN BRADY BY GOING S ON PAVED STREET FOR 0.55 MILE,
 CA0795'TURN RIGHT ON PAVED STREET AT SOUTH SIDE SERVICE STATION.
 CA0795'GO W 0.45 MILE AND TURN LEFT S AT WATER TANK ONTO WALL STREET.
 CA0795'CONTINUE 0.55 MILE AND KEEP STRAIGHT AT CROSSROADS FOLLOWING
 CA0795'ARROW LONDON 45.  FOLLOW MAIN ROAD 5.15 MILES TO TOP OF
 CA0795'GRADE ABOUT 200 FEET PAST T-ROAD LEFT AND GATE RIGHT.  STATION
 CA0795'IS ABOUT 250 FEET S OF GATE IN OPEN PASTURE.
 CA0795'
 CA0795'HEIGHT OF LIGHT ABOVE STATION MARK- 14 METERS.
 CA0795
 CA0795                          STATION RECOVERY (1955)
 CA0795
 CA0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CH)
 CA0795'STATION LOCATED AND IN GOOD CONDITION.  DESCRIPTION
 CA0795'UNSATISFACTORY.  TO REACH FROM MC CULLOCH COUNTY COURTHOUSE GO
 CA0795'SOUTHWEST 6.2 MILES ON F.M. 42 WHERE STATION IS LOCATED NEAR
 CA0795'R.O.W. FENCE NORTHWEST OF HIGHWAY.
 CA0795
 CA0795                          STATION RECOVERY (1962)
 CA0795
 CA0795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0795'INTERSECTION OF U.S. HWY AND TEXAS RANCH RD 42 AT SOUTH
 CA0795'EDGE OF BRADY, 5.0 MILES SW OF.  245 FT SW OF T-ROAD E., 65
 CA0795'FT NW OF CENTER LINE HWY., 5 FT NW OF FENCE.  IN A CONCRETE
 CA0795'POST, A USC AND GS TABLET STAMPED WINE 1935.
 CA0795
 CA0795                          STATION RECOVERY (1966)
 CA0795
 CA0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WCW)
 CA0795'STATION FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED
 CA0795'BY RELOCATION OF HIGHWAY LEADING TO STATION.
 CA0795
 CA0795                          STATION RECOVERY (1967)
 CA0795
 CA0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0795'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 CA0795'IN GOOD CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK
 CA0795'WERE SEARCHED FOR BUT NOT RECOVERED AND ARE BELIEVED TO HAVE
 CA0795'BEEN DESTROYED BY ROAD CONSTRUCTION IN THE AREA.  DUE TO
 CA0795'POWER LINE WIRES OVER THE MARK THE STATION COULD NOT BE
 CA0795'OCCUPIED.  TRIANGULATION STATION NINE 2 1967 WAS ESTABLISHED
 CA0795'AT THIS DATE, SEE DESCRIPTION THEREOF.
 CA0795
 CA0795                          STATION RECOVERY (1981)
 CA0795
 CA0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CA0795'THE STAION AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD CONDITION
 CA0795'AS DESCRIBED IN 1967.  REFERENCE MARK NO 1 WAS NOT RECOVERED.
 CA0795
 CA0795                          STATION RECOVERY (1981)
 CA0795
 CA0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0795'10.2 KM (6.35 MI) SW FROM BRADY.
 CA0795'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0795'THE COURTHOUSE IN BRADY, THENCE 7.9 KM (4.9 MI) SOUTHWESTERLY ALONG
 CA0795'U.S. HIGHWAY 190, 74.7 METERS (245.0 FT) SOUTHWEST OF THE CENTER OF A
 CA0795'GATE AND FIELD ROAD LEADING NORTHWEST, 28.3 METERS (92.8 FT) EAST OF
 CA0795'NINE 2, 19.8 METERS (65.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 CA0795'HIGHWAY AND 1.5 METERS (4.9 FT) NORTHWEST OF A FENCE.
 CA0795'THE MARK IS 1.8 METERS  N FROM A WITNESS POST.
 CA0795'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 CA0795
 CA0795                          STATION RECOVERY (1995)
 CA0795
 CA0795'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2095 ***********************************************************************
 AN2095  DESIGNATION -  NINE
 AN2095  PID         -  AN2095
 AN2095  STATE/COUNTY-  TX/ARANSAS
 AN2095  USGS QUAD   -  ROCKPORT (1979)
 AN2095
 AN2095                         *CURRENT SURVEY CONTROL
 AN2095  ___________________________________________________________________
 AN2095* NAD 83(1993)-  28 02 00.87375(N)    097 01 32.19032(W)     ADJUSTED  
 AN2095* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2095  ___________________________________________________________________
 AN2095  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AN2095  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN2095
 AN2095  HORZ ORDER  -  SECOND
 AN2095
 AN2095.The horizontal coordinates were established by classical geodetic methods
 AN2095.and adjusted by the National Geodetic Survey in February 1996..
 AN2095
 AN2095.The orthometric height was scaled from a topographic map.
 AN2095
 AN2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2095
 AN2095.The geoid height was determined by GEOID03.
 AN2095
 AN2095;                    North         East     Units Scale Factor Converg.
 AN2095;SPC TXSC     - 4,023,833.073   794,158.446   MT  1.00011875   +0 58 02.2
 AN2095;SPC TXSC     -13,201,525.67  2,605,501.50   sFT  1.00011875   +0 58 02.2
 AN2095;UTM  14      - 3,102,493.867   694,088.554   MT  1.00006497   +0 55 41.6
 AN2095
 AN2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2095!SPC TXSC     -   1.00000392  x   1.00011875  =   1.00012267
 AN2095!UTM  14      -   1.00000392  x   1.00006497  =   1.00006889
 AN2095
 AN2095|---------------------------------------------------------------------|
 AN2095| PID    Reference Object                     Distance      Geod. Az  |
 AN2095|                                                           dddmmss.s |
 AN2095| CV4926 NINE RM 1                            21.460 METERS 02550     |
 AN2095| AN2104 ARANSAS BAY LIGHT 75                APPROX. 2.1 KM 1381826.3 |
 AN2095| AN2097 NINE MILE POINT LIGHT BEACON        APPROX. 1.1 KM 1545043.8 |
 AN2095| AN2093 ARANSAS BAY LIGHT 87                APPROX. 3.6 KM 1823854.6 |
 AN2095| AN2094 NINE 2                               19.090 METERS 18800     |
 AN2095| CV4927 NINE RM 2                            17.220 METERS 19029     |
 AN2095| AH1123 ARANSAS BAY LIGHT 97                APPROX. 5.6 KM 1964307.1 |
 AN2095| AH1132 ARANSAS BAY LIGHT 123               APPROX.10.6 KM 1981901.4 |
 AN2095| AH1126 ARANSAS BAY LIGHT 115               APPROX. 9.0 KM 2001203.6 |
 AN2095| AH1124 ARANSAS BAY LIGHT 108               APPROX. 7.5 KM 2032130.7 |
 AN2095| AN2098 ROCKPORT MUNCIPAL TANK              APPROX. 2.8 KM 2455918.3 |
 AN2095| AN2099 ROCKPORT COURTHOUSE DOME            APPROX. 2.8 KM 2522757.9 |
 AN2095|---------------------------------------------------------------------|
 AN2095
 AN2095                          SUPERSEDED SURVEY CONTROL
 AN2095
 AN2095  NAD 83(1986)-  28 02 00.87972(N)    097 01 32.17016(W) AD(       ) 2
 AN2095  NAD 27      -  28 01 59.81800(N)    097 01 31.20800(W) AD(       ) 2
 AN2095
 AN2095.Superseded values are not recommended for survey control.
 AN2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2095.See file dsdata.txt to determine how the superseded data were derived.
 AN2095
 AN2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9408902494(NAD 83)
 AN2095_MARKER: DS = TRIANGULATION STATION DISK
 AN2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2095
 AN2095  HISTORY     - Date     Condition        Report By
 AN2095  HISTORY     - 1934     MONUMENTED       CGS
 AN2095  HISTORY     - 1942     GOOD             USE
 AN2095  HISTORY     - 1948     GOOD             CGS
 AN2095  HISTORY     - 1949     GOOD             CGS
 AN2095  HISTORY     - 1968     GOOD             CGS
 AN2095  HISTORY     - 1969     GOOD             CGS
 AN2095  HISTORY     - 1971     SEE DESCRIPTION  NGS
 AN2095  HISTORY     - 1974     SEE DESCRIPTION  USGS
 AN2095
 AN2095                          STATION DESCRIPTION
 AN2095
 AN2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2095'STATION IS LOCATED ABOUT 2 MILES NE OF ROCKPORT, ON A POINT
 AN2095'OF LAND KNOWN AS NINE MILE POINT.  IT IS ON A SHELL RIDGE,
 AN2095'6 FEET HIGH AND ABOUT 25 METERS WIDE, EXTENDING THE WHOLE
 AN2095'LENGTH OF THE POINT.  THIS RIDGE IS COVERED WITH A DENSE
 AN2095'GROWTH OF MESQUITE AND CACTI.  STATION IS 7 METERS E OF EDGE
 AN2095'OF RIDGE, 200 METERS N OF THE END OF THE POINT, AND 33 METERS
 AN2095'W OF THE W SHORE OF ARANSAS BAY.
 AN2095'
 AN2095'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2095'SET IN CONCRETE.
 AN2095'
 AN2095'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2095'COURTHOUSE SPIRE, ROCKPORT, 240 DEG.  NINE MILE POINT BEACON,
 AN2095'143 DEG.  FULTON MANSION, CUPOLA (1 MILE DISTANT), 331 DEG.
 AN2095'
 AN2095'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AN2095
 AN2095                          STATION RECOVERY (1942)
 AN2095
 AN2095'RECOVERY NOTE BY US ENGINEERS 1942
 AN2095'DESCRIPTION GOOD.  NO SEARCH MADE FOR REFERENCE MARKS.
 AN2095
 AN2095                          STATION RECOVERY (1948)
 AN2095
 AN2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2095'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AN2095'DESCRIPTION IS GOOD.
 AN2095
 AN2095                          STATION RECOVERY (1949)
 AN2095
 AN2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN2095'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AN2095'PREVIOUS DESCRIPTION IS ADEQUATE AND COMPLETE.
 AN2095'
 AN2095'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 12-INCH
 AN2095'SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND
 AN2095'AND STAMPED NINE 1934.  STATION IS 32.5 METERS W OF MEAN
 AN2095'HIGHWATER LINE OF ARANSAS BAY.
 AN2095'
 AN2095'R.M. 1 IS 21.46 METERS NE OF THE STATION.  IT IS A BRONZE
 AN2095'REFERENCE DISK SET IN TOP OF 12-INCH CONCRETE MONUMENT PROJECTING
 AN2095'4 INCHES ABOVE GROUND AND STAMPED NINE NO 1 1934.
 AN2095'
 AN2095'R.M. 2 IS 17.22 METERS SE OF STATION.  IT IS A BRONZE REFERENCE
 AN2095'DISK SET IN TOP OF A 12-INCH CONCRETE MONUMENT PROJECTING 3
 AN2095'INCHES ABOVE GROUND AND STAMPED NINE NO 2 1934.
 AN2095
 AN2095                          STATION RECOVERY (1968)
 AN2095
 AN2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AN2095'STATION MARK AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M.
 AN2095'2 WAS SEARCHED FOR BUT NOT FOUND.  THE STATION MARK IS 43.0
 AN2095'FEET SOUTHERLY OF THE CENTERLINE OF A SHELL TRAIL IN A SMALL
 AN2095'CLEARING IN THE CACTUS.
 AN2095'
 AN2095'TO REACH THE STATION FROM THE POST OFFICE IN ROCKPORT, GO
 AN2095'EASTERLY ON MARKET STREET (BUSINESS ROUTE 35) 0.15 MILE TO
 AN2095'SOUTH AUSTIN STREET, TURN LEFT AND CONTINUE 1.5 MILES TO A
 AN2095'FORK, TAKE RIGHT FORK (LEAVE TEXAS STATE HIGHWAY 35) AND GO
 AN2095'1.1 MILES TO A Y, KEEP RIGHT AND, CROSSING A SMALL ARCHED
 AN2095'BRIDGE, CONTINUE ON BAY SHORE DRIVE IN A SUBDIVISION CALLED
 AN2095'KEY ALLEGRO 1.1 MILES TO THE END OF THE STREET, TURN LEFT TO
 AN2095'SHORELINE AND PROCEED ON TRAIL ALONG BEACH 0.25 MILE TO A
 AN2095'FORK, TAKE RIGHT FORK 100 FEET TO THE STATION ON THE RIGHT.
 AN2095
 AN2095                          STATION RECOVERY (1969)
 AN2095
 AN2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2095'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 AN2095'MARKS 1 AND 2 WERE FOUND LYING ON THE SHELL BANK, HAVING BEEN
 AN2095'DESTROYED WHEN SHELL WAS LOADED FOR FILL.
 AN2095'
 AN2095'THE STATION IS ON A SHELL ISLAND ABOUT 35 BY 40 FEET IN
 AN2095'SIZE, AND ABOUT 2-1/2 FEET HIGH.  IT IS 3 FEET SOUTHWEST OF
 AN2095'THE NORTHEAST BANK OF THE SHELL ISLAND, 30 FEET NORTHEAST
 AN2095'OF THE SOUTHWEST BANK, 42 FEET WEST OF THE APPROXIMATE
 AN2095'CENTERLINE OF A SHELL ROAD, AND 130 FEET WEST OF THE NORMAL
 AN2095'TIDE LINE.
 AN2095'
 AN2095'THE TO REACH IN THE 1968 RECOVERY NOTE BY J.K.W. IS GOOD.
 AN2095'
 AN2095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 AN2095'NORTHEAST OF ROCKPORT
 AN2095
 AN2095                          STATION RECOVERY (1971)
 AN2095
 AN2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AN2095'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AN2095'
 AN2095'REFERENCE MARKS 1 AND 2 WERE FOUND TO HAVE BEEN DESTROYED BY
 AN2095'EROSION AND WERE FOUND LAYING ALONG THE SHORE-LINE.
 AN2095'
 AN2095'THE STATION MARK WAS FOUND ON A SMALL PYRAMID SHAPE SHELL
 AN2095'MOUND THAT WAS ABOUT 6 FEET HIGH AND IT APPEARED THAT THE
 AN2095'STATION WOULD BE LOST BY EROSION IN A SHORT PERIOD OF TIME.
 AN2095'
 AN2095'NINE 2 WAS ESTABLISHED SOUTH OF THE STATION.
 AN2095'
 AN2095'1971 OBSERVATION TAKEN FROM STATION NINE 1934
 AN2095
 AN2095                          STATION RECOVERY (1974)
 AN2095
 AN2095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (VH)
 AN2095'THIS TRI STATION WAS DESTROYED BY A HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0228 ***********************************************************************
 AP0228  DESIGNATION -  NINE
 AP0228  PID         -  AP0228
 AP0228  STATE/COUNTY-  TX/MAVERICK
 AP0228  USGS QUAD   -  QUEMADO SE (1974)
 AP0228
 AP0228                         *CURRENT SURVEY CONTROL
 AP0228  ___________________________________________________________________
 AP0228* NAD 83(1993)-  28 49 23.13241(N)    100 31 11.80654(W)     ADJUSTED  
 AP0228* NAVD 88     -       267.0    (meters)     876.     (feet)  VERTCON   
 AP0228  ___________________________________________________________________
 AP0228  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AP0228  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AP0228
 AP0228  HORZ ORDER  -  FIRST
 AP0228
 AP0228.The horizontal coordinates were established by classical geodetic methods
 AP0228.and adjusted by the National Geodetic Survey in February 1996..
 AP0228
 AP0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0228
 AP0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0228
 AP0228.The geoid height was determined by GEOID03.
 AP0228
 AP0228;                    North         East     Units Scale Factor Converg.
 AP0228;SPC TXSC     - 4,110,656.878   451,665.214   MT  0.99990286   -0 44 40.7
 AP0228;SPC TXSC     -13,486,380.11  1,481,838.29   sFT  0.99990286   -0 44 40.7
 AP0228;UTM  14      - 3,189,334.516   351,696.590   MT  0.99987142   -0 43 58.5
 AP0228
 AP0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0228!SPC TXSC     -   0.99996164  x   0.99990286  =   0.99986450
 AP0228!UTM  14      -   0.99996164  x   0.99987142  =   0.99983306
 AP0228
 AP0228:                Primary Azimuth Mark                     Grid Az
 AP0228:SPC TXSC     -  WINDMILL NE OF STA NINE                  012 19 06.9
 AP0228:UTM  14      -  WINDMILL NE OF STA NINE                  012 18 24.7
 AP0228
 AP0228|---------------------------------------------------------------------|
 AP0228| PID    Reference Object                     Distance      Geod. Az  |
 AP0228|                                                           dddmmss.s |
 AP0228| AP0230 WINDMILL NE OF STA NINE             APPROX. 2.7 KM 0113426.2 |
 AP0228| AP0207 LAMAR MINE TANK                     APPROX. 5.0 KM 1191408.2 |
 AP0228| CV4925 NINE RM                              13.252 METERS 13943     |
 AP0228| AP0233 EAGLE PASS CONVENT CUPOLA           APPROX.12.0 KM 1710359.7 |
 AP0228| AP0229 WINDMILL S OF STA NINE              APPROX. 2.1 KM 1850253.3 |
 AP0228|---------------------------------------------------------------------|
 AP0228
 AP0228                          SUPERSEDED SURVEY CONTROL
 AP0228
 AP0228  NAD 83(1986)-  28 49 23.12727(N)    100 31 11.78443(W) AD(       ) 1
 AP0228  NAD 27      -  28 49 22.22500(N)    100 31 10.50300(W) AD(       ) 1
 AP0228  NGVD 29 (07/19/86)  266.9    (m)          876.     (f) VERT ANG       
 AP0228
 AP0228.Superseded values are not recommended for survey control.
 AP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0228.See file dsdata.txt to determine how the superseded data were derived.
 AP0228
 AP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5169789335(NAD 83)
 AP0228_MARKER: DS = TRIANGULATION STATION DISK
 AP0228_SETTING: 0 = UNSPECIFIED SETTING
 AP0228
 AP0228  HISTORY     - Date     Condition        Report By
 AP0228  HISTORY     - 1918     MONUMENTED       CGS
 AP0228  HISTORY     - 1940     MARK NOT FOUND   USE
 AP0228
 AP0228                          STATION DESCRIPTION
 AP0228
 AP0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0228'STATION IS 8.4 MILES NW OF EAGLE PASS POST OFFICE, 5 METERS
 AP0228'(16 FEET) S OF WIRE FENCE AND TELEPHONE LINE AT SIDE OF ROAD,
 AP0228'AND 20 METERS (66 FEET) W OF SIGN, 9 MILES TO HEWITTS CAFE,
 AP0228'EAGLE PASS, TEXAS.
 AP0228'
 AP0228'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0228'CONCRETE.
 AP0228'
 AP0228'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0228'
 AP0228'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0228'CONCRETE, 13.252 METERS (43.48 FEET) FROM THE STATION,
 AP0228'S 40 DEG 17 MIN E.
 AP0228
 AP0228                          STATION RECOVERY (1940)
 AP0228
 AP0228'RECOVERY NOTE BY US ENGINEERS 1940
 AP0228'FROM LETTER OF CORPS AREA ENGR., HQ. 8TH CORPS AREA, FORT
 AP0228'SAM HOUSTON, TEXAS, 7/11/40--STATION AND REFERENCE MARKS HAVE
 AP0228'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0796 ***********************************************************************
 CA0796  FBN         -  This is a Federal Base Network Control Station.
 CA0796  DESIGNATION -  NINE 2
 CA0796  PID         -  CA0796
 CA0796  STATE/COUNTY-  TX/MCCULLOCH
 CA0796  USGS QUAD   -  BRADY SW (1987)
 CA0796
 CA0796                         *CURRENT SURVEY CONTROL
 CA0796  ___________________________________________________________________
 CA0796* NAD 83(1993)-  31 03 06.37461(N)    099 22 32.37107(W)     ADJUSTED  
 CA0796* NAVD 88     -       589.568  (meters)    1934.27   (feet)  ADJUSTED  
 CA0796  ___________________________________________________________________
 CA0796  X           -    -891,021.759 (meters)                     COMP
 CA0796  Y           -  -5,396,453.231 (meters)                     COMP
 CA0796  Z           -   3,271,104.355 (meters)                     COMP
 CA0796  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CA0796  ELLIP HEIGHT-         566.47  (meters)          (05/01/00) GPS OBS
 CA0796  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CA0796  DYNAMIC HT  -         588.768 (meters)    1931.65  (feet)  COMP
 CA0796  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 CA0796
 CA0796  HORZ ORDER  -  B
 CA0796  VERT ORDER  -  FIRST     CLASS II
 CA0796  ELLP ORDER  -  THIRD     CLASS I
 CA0796
 CA0796.The horizontal coordinates were established by GPS observations
 CA0796.and adjusted by the National Geodetic Survey in May 1994..
 CA0796
 CA0796.The orthometric height was determined by differential leveling
 CA0796.and adjusted by the National Geodetic Survey in June 1991..
 CA0796
 CA0796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA0796
 CA0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0796
 CA0796.The ellipsoidal height was determined by GPS observations
 CA0796.and is referenced to NAD 83.
 CA0796
 CA0796.The geoid height was determined by GEOID03.
 CA0796
 CA0796.The dynamic height is computed by dividing the NAVD 88
 CA0796.geopotential number by the normal gravity value computed on the
 CA0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0796.degrees latitude (g = 980.6199 gals.).
 CA0796
 CA0796.The modeled gravity was interpolated from observed gravity values.
 CA0796
 CA0796;                    North         East     Units Scale Factor Converg.
 CA0796;SPC TX C     - 3,153,939.169   791,400.663   MT  0.99988213   +0 29 35.7
 CA0796;SPC TX C     -10,347,548.76  2,596,453.68   sFT  0.99988213   +0 29 35.7
 CA0796;UTM  14      - 3,435,400.064   464,156.619   MT  0.99961585   -0 11 37.6
 CA0796
 CA0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0796!SPC TX C     -   0.99991105  x   0.99988213  =   0.99979319
 CA0796!UTM  14      -   0.99991105  x   0.99961585  =   0.99952694
 CA0796
 CA0796:                Primary Azimuth Mark                     Grid Az
 CA0796:SPC TX C     -  BRADY TV ENTERPRISES MAST                026 17 22.0
 CA0796:UTM  14      -  BRADY TV ENTERPRISES MAST                026 58 35.3
 CA0796
 CA0796|---------------------------------------------------------------------|
 CA0796| PID    Reference Object                     Distance      Geod. Az  |
 CA0796|                                                           dddmmss.s |
 CA0796| CA1102 BRADY TV ENTERPRISES MAST           APPROX. 7.3 KM 0264657.7 |
 CA0796| CA0795 NINE                                 28.340 METERS 08437     |
 CA0796| CA0793 NINE 2 AZ MK 2                                     2050439.5 |
 CA0796|---------------------------------------------------------------------|
 CA0796
 CA0796                          SUPERSEDED SURVEY CONTROL
 CA0796
 CA0796  ELLIP H (05/09/94)  566.57   (m)                       GP(       ) 4 2
 CA0796  NAD 83(1986)-  31 03 06.38299(N)    099 22 32.35685(W) AD(       ) 1
 CA0796  NAD 27      -  31 03 05.76914(N)    099 22 31.14619(W) AD(       ) 1
 CA0796  NAVD 88 (05/09/94)  589.57   (m)         1934.3    (f) LEVELING    3  
 CA0796  NGVD 29 (07/19/86)  589.6    (m)         1934.     (f) VERT ANG       
 CA0796
 CA0796.Superseded values are not recommended for survey control.
 CA0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0796.See file dsdata.txt to determine how the superseded data were derived.
 CA0796
 CA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6415735400(NAD 83)
 CA0796_MARKER: DS = TRIANGULATION STATION DISK
 CA0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0796_SP_SET: CONCRETE POST
 CA0796_STAMPING: NINE 2 1967
 CA0796_MARK LOGO: CGS   
 CA0796_PROJECTION: FLUSH
 CA0796_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0796+STABILITY: SURFACE MOTION
 CA0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0796+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1998
 CA0796
 CA0796  HISTORY     - Date     Condition        Report By
 CA0796  HISTORY     - 1967     MONUMENTED       CGS
 CA0796  HISTORY     - 1981     GOOD             NGS
 CA0796  HISTORY     - 1981     GOOD             NGS
 CA0796  HISTORY     - 19930222 GOOD             NGS
 CA0796  HISTORY     - 19950827 GOOD             USPSQD
 CA0796  HISTORY     - 19980217 GOOD             NGS
 CA0796
 CA0796                          STATION DESCRIPTION
 CA0796
 CA0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0796'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF VOCA, 6 MILES
 CA0796'SOUTH-SOUTHWEST OF BRADY AND ON PROPERTY OWNED BY MR. MC WILLIAMS.
 CA0796'
 CA0796'TO REACH THE STATION FROM THE COURTHOUSE IN BRADY, GO SOUTH ON
 CA0796'U.S. HIGHWAYS 87 AND 377 FOR 1.35 MILES TO THE JUNCTION OF RANCH
 CA0796'ROAD 42 ON THE RIGHT.  BEAR RIGHT AND GO SOUTHWEST ON RANCH ROAD
 CA0796'42 FOR 4.9 MILES TO TWO GATES ON THE RIGHT.  (CONTINUE SOUTHWEST
 CA0796'ON RANCH ROAD 42 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 CA0796'LEFT.) TURN RIGHT, PASS THROUGH THE SOUTH ONE OF TWO GATES AND
 CA0796'GO WESTERLY ON FIELD ROAD FOR 0.05 MILE TO THE STATION.
 CA0796'
 CA0796'THE STATION MARK IS A STANDARD DISK, STAMPED NINE 2 1967, SET IN
 CA0796'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CA0796'3-INCHES.  IT IS 144 FEET WEST-NORTHWEST OF THE CENTER OF RANCH
 CA0796'ROAD 42, 98 FEET WEST-NORTHWEST OF A METAL WITNESS POST WITH
 CA0796'SIGN ATTACHED, 89 FEET NORTH OF A 6-INCH OAK TREE AND 15 WEST
 CA0796'WEST OF THE CENTER OF A FIELD ROAD.
 CA0796'
 CA0796'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NINE NO 2 1935,
 CA0796'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 CA0796'3-INCHES.  IT IS 116 FEET SOUTH OF THE METAL WITNESS POST WITH
 CA0796'SIGN, 69 FEET WEST-NORTHWEST OF THE CENTER OF RANCH ROAD 42
 CA0796'AND 8 FEET WEST OF A WIRE FENCE.
 CA0796'
 CA0796'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED NINE 2 NO 3 1967,
 CA0796'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CA0796'4-INCHES.  IT IS 116 FEET WEST-NORTHWEST OF THE CENTER OF RANCH
 CA0796'ROAD 42, 56.5 FEET WEST-NORTHWEST OF THE METAL WITNESS POST WITH
 CA0796'SIGN AND 13 FEET EAST OF THE CENTER OF THE FIELD ROAD.
 CA0796'
 CA0796'TRIANGULATION STATION NINE 1935 IS A STANDARD DISK, STAMPED NINE
 CA0796'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CA0796'PROJECTS 6-INCHES.  IT IS 65 FEET WEST-NORTHWEST OF THE CENTER
 CA0796'OF RANCH ROAD 42, 65 FEET EAST OF THE CENTER OF THE FIELD ROAD
 CA0796'AND 5.0 FEET WEST OF THE METAL WITNESS POST WITH SIGN.
 CA0796'
 CA0796'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED NINE 2 AZ 2 1967,
 CA0796'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CA0796'4-INCHES.  IT IS 61 FEET EAST-NORTHEAST OF THE CENTER OF RANCH
 CA0796'ROAD 42, 31 FEET SOUTH OF A FENCE CORNER POST, 2.0 FEET NORTH OF
 CA0796'A METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT WEST OF A
 CA0796'WIRE FENCE.
 CA0796
 CA0796                          STATION RECOVERY (1981)
 CA0796
 CA0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CA0796'THE STATION MARK AND AZIMUTH 2 WERE RECOVERED AS DESCRIBED IN 1967 IN
 CA0796'GOOD CONDITION.
 CA0796
 CA0796                          STATION RECOVERY (1981)
 CA0796
 CA0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0796'10.2 KM (6.35 MI) SW FROM BRADY.
 CA0796'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 CA0796'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0796'THE COURTHOUSE IN BRADY, THENCE 7.9 KM (4.9 MI) SOUTHWESTERLY ALONG
 CA0796'U.S. HIGHWAY 190, 43.6 METERS (143.0 FT) NORTHWEST OF THE CENTERLINE
 CA0796'OF THE HIGHWAY, 28.3 METERS (92.8 FT) WEST OF TRIANGULATION STATION
 CA0796'NINE, 25.2 METERS (82.7 FT) NORTHWEST OF A FENCE AND 6.9 METERS (22.6
 CA0796'FT) NORTHWEST OF THE CENTER OF A TRACK ROAD.
 CA0796'THE MARK IS 29.9 METERS  W FROM A WITNESS POST.
 CA0796
 CA0796                          STATION RECOVERY (1993)
 CA0796
 CA0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CA0796'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHWEST OF BRADY, ALONG U.S.
 CA0796'HIGHWAY 190 (MENARD HIGHWAY), AT MILE 450.9, AT A GATED DIRT
 CA0796'CROSSROAD, JUST INSIDE THE RIGHT-OF-WAY FENCE, ON THE ZESCH RANCH.
 CA0796'OWNERSHIP--R. C. ZESCH, HC 69, BOX 554, BRADY, TX 76825.  PHONE IS
 CA0796'915-597-1908.  CONTACT IN ADVANCE BEFORE WORKING ON THE PROPERTY DUE
 CA0796'TO CATTLE AND GUARD DOG.
 CA0796'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87, 190 AND 377 ON THE
 CA0796'SOUTH SIDE OF THE COURTHOUSE SQUARE IN BRADY, GO SOUTH ON HIGHWAYS 87
 CA0796'AND 190 FOR 2.24 KM (1.40 MI) TO A FORK.  BEAR RIGHT, SOUTHWEST, ON
 CA0796'HIGHWAY 190 FOR 3.28 KM (2.05 MI) TO A DIRT ROAD RIGHT JUST BEFORE A
 CA0796'DIRT ROAD LEFT.  CONTINUE AHEAD FOR 4.52 KM (2.80 MI) TO HIGH GROUND
 CA0796'AND A GATED DIRT CROSSROAD.  TURN RIGHT, FOR 40 M (131.2 FT) TO A LOW
 CA0796'GATE AT CATTLE GUARD.  CLIMB LOW GATE THEN TURN LEFT,
 CA0796'SOUTH-SOUTHWEST, FOR 59 M (193.6 FT) TO THE STATION AT THE SOUTHWEST
 CA0796'END OF A SMALL OAK GROVE.
 CA0796'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 CA0796'WITH THE GROUND.  IT IS 58.7 M (192.6 FT) SOUTH-SOUTHWEST OF THE
 CA0796'SOUTHWEST CORNER OF THE CATTLE GUARD, 25.3 M (83.0 FT) WEST-NORTHWEST
 CA0796'OF THE RIGHT-OF-WAY FENCE, 29.7 M (97.4 FT) WEST OF A METAL WITNESS
 CA0796'POST AT HORIZONTAL STATION NINE 1935, 37.9 M (124.3 FT) NORTHWEST OF
 CA0796'A FIBERGLASS WITNESS POST AT BENCH MARK J 1447 RESET 1989, 6.5 M
 CA0796'(21.3 FT) WEST-NORTHWEST OF A TRACK ROAD CENTER AND 7 M (23.0 FT)
 CA0796'EAST-NORTHEAST OF A TRACK ROAD CENTER.
 CA0796
 CA0796                          STATION RECOVERY (1995)
 CA0796
 CA0796'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0796'RECOVERED IN GOOD CONDITION.
 CA0796
 CA0796                          STATION RECOVERY (1998)
 CA0796
 CA0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CA0796'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES  NOTE-- (24-HOUR
 CA0796'NOTICE REQUIRED) CALL MR.  R.C. ZESCH AT 915-597-1908 BETWEEN 7 AND 8
 CA0796'AM OR AROUND 8 PM WITH INTENTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2094 ***********************************************************************
 AN2094  DESIGNATION -  NINE 2
 AN2094  PID         -  AN2094
 AN2094  STATE/COUNTY-  TX/ARANSAS
 AN2094  USGS QUAD   -  ROCKPORT (1979)
 AN2094
 AN2094                         *CURRENT SURVEY CONTROL
 AN2094  ___________________________________________________________________
 AN2094* NAD 83(1993)-  28 02 00.25965(N)    097 01 32.28763(W)     ADJUSTED  
 AN2094* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2094  ___________________________________________________________________
 AN2094  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AN2094  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN2094
 AN2094  HORZ ORDER  -  SECOND
 AN2094
 AN2094.The horizontal coordinates were established by classical geodetic methods
 AN2094.and adjusted by the National Geodetic Survey in February 1996..
 AN2094
 AN2094.The orthometric height was scaled from a topographic map.
 AN2094
 AN2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2094
 AN2094.The geoid height was determined by GEOID03.
 AN2094
 AN2094;                    North         East     Units Scale Factor Converg.
 AN2094;SPC TXSC     - 4,023,814.125   794,156.107   MT  1.00011881   +0 58 02.2
 AN2094;SPC TXSC     -13,201,463.51  2,605,493.83   sFT  1.00011881   +0 58 02.2
 AN2094;UTM  14      - 3,102,474.921   694,086.203   MT  1.00006495   +0 55 41.6
 AN2094
 AN2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2094!SPC TXSC     -   1.00000392  x   1.00011881  =   1.00012273
 AN2094!UTM  14      -   1.00000392  x   1.00006495  =   1.00006887
 AN2094
 AN2094|---------------------------------------------------------------------|
 AN2094| PID    Reference Object                     Distance      Geod. Az  |
 AN2094|                                                           dddmmss.s |
 AN2094| AN2106 NINE 3 1972 RM 6                    332.092 METERS 00018     |
 AN2094| AN2105 NINE 3                              320.519 METERS 00057     |
 AN2094| AN2095 NINE                                 19.090 METERS 00800     |
 AN2094| CV4930 NINE 2 RM 3                           9.187 METERS 21635     |
 AN2094| AH0229 SHELL 2                             APPROX. 5.5 KM 2210048.6 |
 AN2094| AN2098 ROCKPORT MUNCIPAL TANK              APPROX. 2.8 KM 2461856.6 |
 AN2094| CV4931 NINE 2 RM 4                           7.397 METERS 32453     |
 AN2094|---------------------------------------------------------------------|
 AN2094
 AN2094                          SUPERSEDED SURVEY CONTROL
 AN2094
 AN2094  NAD 83(1986)-  28 02 00.26561(N)    097 01 32.26747(W) AD(       ) 2
 AN2094  NAD 27      -  28 01 59.20387(N)    097 01 31.30528(W) AD(       ) 2
 AN2094
 AN2094.Superseded values are not recommended for survey control.
 AN2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2094.See file dsdata.txt to determine how the superseded data were derived.
 AN2094
 AN2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9408602475(NAD 83)
 AN2094_MARKER: DS = TRIANGULATION STATION DISK
 AN2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2094
 AN2094  HISTORY     - Date     Condition        Report By
 AN2094  HISTORY     - 1971     MONUMENTED       NGS
 AN2094  HISTORY     - 1972     SEE DESCRIPTION  NGS
 AN2094
 AN2094                          STATION DESCRIPTION
 AN2094
 AN2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AN2094'THE STATION IS LOCATED ON A NARROW STRIP OF LAND THAT IS ABOUT
 AN2094'2 MILES NORTHEAST OF ROCKPORT, ABOUT 0.2 MILE NORTH OF THE
 AN2094'SOUTHERLY END OF THE STRIP, WHICH IS CALLED NINEMILE POINT,
 AN2094'THE AREA NOW IS A HOUSING DEVELOPMENT THAT IS CALLED KEY
 AN2094'ALLEGRO AND ON THE WESTERLY SIDE OF THE STRIP WHERE LOW MARSH
 AN2094'AREA BEGINS.
 AN2094'
 AN2094'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AN2094'BUSINESS ROUTE 35 AND STATE HIGHWAY 35, WHICH IS LOCATED AT
 AN2094'THE NORTH EDGE OF ROCKPORT.  GO NORTHERLY ON STATE HIGHWAY
 AN2094'35 FOR 0.7 MILE TO FORK, KEEP RIGHT FORK AND GO NORTHEASTERLY
 AN2094'ALONG THE SHORE-LINE FOR 1.2 MILES TO AND SIGN READING KEY
 AN2094'ALLEGRO.  KEEP RIGHT ON BAY SHORE DR., PASSING THROUGH HOUSING
 AN2094'AREA FOR 1.05 MILES TO CURLEW DR. ON THE RIGHT, CONTINUE
 AN2094'STRAIGHT AHEAD AROUND INLET, THEN BEAR RIGHT ON TRACK ROAD
 AN2094'FOR ABOUT 100 YARDS, THEN BEAR LEFT AND FOLLOW TRACK ROAD
 AN2094'SOUTHEASTERLY FOR 0.2 MILE TO FORK IN TRACK ROAD AND STATION
 AN2094'ON THE RIGHT.
 AN2094'
 AN2094'STATION SURFACE MARK IS A STANDARD DISK, STAMPED NINE 2 1971,
 AN2094'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 AN2094'SURFACE OF THE GROUND.  IT IS 153 FEET WEST OF THE HIGH-WATER
 AN2094'LINE, 103 FEET WEST OF THE NORTH END OF A NARROW INLET, 117
 AN2094'FEET SOUTHWEST OF THE CENTER OF THE FORK IN TRACK ROADS,
 AN2094'36 FEET WEST OF THE CENTER OF TRACK ROAD, 35 FEET EAST OF LOW
 AN2094'MARSHY AREA AND 31 FEET NORTHEAST OF A METAL WITNESS POST.
 AN2094'(NOTE--NO SUB-SURFACE MARK WAS SET DUE TO WATER-LEVEL)
 AN2094'
 AN2094'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED NINE 2 NO
 AN2094'3 1971, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 AN2094'6-INCHES.  IT IS 52 FEET WEST OF THE CENTER OF TRACK ROAD,
 AN2094'7 FEET EAST OF THE EDGE OF LOW MARSHY AREA AND 2.2 FEET NORTH
 AN2094'OF A METAL WITNESS POST.
 AN2094'
 AN2094'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED NINE 2 NO
 AN2094'4 1971, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 AN2094'10-INCHES.  IT IS 110 FEET SOUTHWEST OF THE CENTER OF FORK
 AN2094'OF TRACK ROADS, 54 FEET WEST OF THE CENTER OF TRACK ROAD, 46.6
 AN2094'FEET NORTH OF A METAL WITNESS POST AND 23 FEET EAST OF THE EDGE
 AN2094'OF LOW MARSHY AREA.
 AN2094'
 AN2094'NO AZIMUTH MARK WAS ESTABLISHED.
 AN2094
 AN2094                          STATION RECOVERY (1972)
 AN2094
 AN2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AN2094'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 AN2094'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 AN2094'MARKS WERE VERIFIED.
 AN2094'
 AN2094'THE STATION MARK AND REFERENCE MARKS WILL BE DESTROYED IN THE
 AN2094'FUTURE BY HOUSING DEVELOPMENT ON ISLAND.
 AN2094'
 AN2094'NINE 3 1972 WAS ESTABLISHED AT THIS TIME.
 AN2094'
 AN2094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ROCKPORT
 AN2094'NE 2 MILES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0793 ***********************************************************************
 CA0793  DESIGNATION -  NINE 2 AZ MK 2
 CA0793  PID         -  CA0793
 CA0793  STATE/COUNTY-  TX/MCCULLOCH
 CA0793  USGS QUAD   -  BRADY SW (1987)
 CA0793
 CA0793                         *CURRENT SURVEY CONTROL
 CA0793  ___________________________________________________________________
 CA0793* NAD 83(1986)-  31 02 34.     (N)    099 22 49.     (W)     SCALED    
 CA0793* NAVD 88     -       585.687  (meters)    1921.54   (feet)  ADJUSTED  
 CA0793  ___________________________________________________________________
 CA0793  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CA0793  DYNAMIC HT  -         584.893 (meters)    1918.94  (feet)  COMP
 CA0793  MODELED GRAV-     979,265.5   (mgal)                       NAVD 88
 CA0793
 CA0793  VERT ORDER  -  FIRST     CLASS II
 CA0793
 CA0793.The horizontal coordinates were scaled from a topographic map and have
 CA0793.an estimated accuracy of +/- 6 seconds.
 CA0793
 CA0793.The orthometric height was determined by differential leveling
 CA0793.and adjusted by the National Geodetic Survey in June 1991..
 CA0793
 CA0793.The geoid height was determined by GEOID03.
 CA0793
 CA0793.The dynamic height is computed by dividing the NAVD 88
 CA0793.geopotential number by the normal gravity value computed on the
 CA0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0793.degrees latitude (g = 980.6199 gals.).
 CA0793
 CA0793.The modeled gravity was interpolated from observed gravity values.
 CA0793
 CA0793;                    North         East    Units  Estimated Accuracy
 CA0793;SPC TX C     - 3,152,940.      790,970.      MT  (+/- 180 meters Scaled)
 CA0793
 CA0793                          SUPERSEDED SURVEY CONTROL
 CA0793
 CA0793.No superseded survey control is available for this station.
 CA0793
 CA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV637344(NAD 83)
 CA0793_MARKER: DZ = AZIMUTH MARK DISK
 CA0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0793_SP_SET: CONCRETE POST
 CA0793_STAMPING: NINE 2 AZ 2 1967
 CA0793_MARK LOGO: CGS   
 CA0793_PROJECTION: PROJECTING 10 CENTIMETERS
 CA0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0793+STABILITY: SURFACE MOTION
 CA0793
 CA0793  HISTORY     - Date     Condition        Report By
 CA0793  HISTORY     - 1967     MONUMENTED       CGS
 CA0793  HISTORY     - 1981     GOOD             NGS
 CA0793  HISTORY     - 19950827 GOOD             USPSQD
 CA0793
 CA0793                          STATION DESCRIPTION
 CA0793
 CA0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0793'11.3 KM (7.05 MI) SW FROM BRADY.
 CA0793'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0793'THE COURTHOUSE IN BRADY, THENCE 9.0 KM (5.6 MI) SOUTHWESTERLY ALONG
 CA0793'U.S. HIGHWAY 190, 0.3 KM (0.2 MI) SOUTHWEST OF A GRAVELED ROAD LEADING
 CA0793'SOUTHWEST, 18.6 METERS (61.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CA0793'HIGHWAY, 0.8 METER (2.6 FT) SOUTHWEST OF A FENCE CORNER AND 0.2 METER
 CA0793'(0.7 FT) NORTHWEST OF A FENCE.
 CA0793'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CA0793'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CA0793
 CA0793                          STATION RECOVERY (1995)
 CA0793
 CA0793'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0798 ***********************************************************************
 CA0798  DESIGNATION -  NINE 2 RM 3
 CA0798  PID         -  CA0798
 CA0798  STATE/COUNTY-  TX/MCCULLOCH
 CA0798  USGS QUAD   -  BRADY SW (1987)
 CA0798
 CA0798                         *CURRENT SURVEY CONTROL
 CA0798  ___________________________________________________________________
 CA0798* NAD 83(1986)-  31 03 07.     (N)    099 22 33.     (W)     SCALED    
 CA0798* NAVD 88     -       589.466  (meters)    1933.94   (feet)  ADJUSTED  
 CA0798  ___________________________________________________________________
 CA0798  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CA0798  DYNAMIC HT  -         588.666 (meters)    1931.32  (feet)  COMP
 CA0798  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 CA0798
 CA0798  VERT ORDER  -  FIRST     CLASS II
 CA0798
 CA0798.The horizontal coordinates were scaled from a topographic map and have
 CA0798.an estimated accuracy of +/- 6 seconds.
 CA0798
 CA0798.The orthometric height was determined by differential leveling
 CA0798.and adjusted by the National Geodetic Survey in June 1991..
 CA0798
 CA0798.The geoid height was determined by GEOID03.
 CA0798
 CA0798.The dynamic height is computed by dividing the NAVD 88
 CA0798.geopotential number by the normal gravity value computed on the
 CA0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0798.degrees latitude (g = 980.6199 gals.).
 CA0798
 CA0798.The modeled gravity was interpolated from observed gravity values.
 CA0798
 CA0798;                    North         East    Units  Estimated Accuracy
 CA0798;SPC TX C     - 3,153,960.      791,380.      MT  (+/- 180 meters Scaled)
 CA0798
 CA0798                          SUPERSEDED SURVEY CONTROL
 CA0798
 CA0798.No superseded survey control is available for this station.
 CA0798
 CA0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV641354(NAD 83)
 CA0798_MARKER: DR = REFERENCE MARK DISK
 CA0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0798_SP_SET: CONCRETE POST
 CA0798_STAMPING: NINE 2 NO 3 1967
 CA0798_MARK LOGO: CGS   
 CA0798_PROJECTION: PROJECTING 10 CENTIMETERS
 CA0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0798+STABILITY: SURFACE MOTION
 CA0798
 CA0798  HISTORY     - Date     Condition        Report By
 CA0798  HISTORY     - 1967     MONUMENTED       CGS
 CA0798  HISTORY     - 1982     GOOD             NGS
 CA0798  HISTORY     - 19950827 GOOD             USPSQD
 CA0798
 CA0798                          STATION DESCRIPTION
 CA0798
 CA0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0798'10.2 KM (6.35 MI) SW FROM BRADY.
 CA0798'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0798'THE COURTHOUSE IN BRADY, THENCE 7.9 KM (4.9 MI) SOUTHWESTERLY ALONG
 CA0798'U.S. HIGHWAY 190, 19.6 METERS (64.3 FT) NORTHEAST OF TRIANGULATION
 CA0798'STATION NINE 2 AND 17.2 METERS (56.4 FT) WEST-NORTHWEST OF A FENCE.
 CA0798'THE MARK IS 16.4 METERS  WNW FROM A WITNESS POST.
 CA0798'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 CA0798
 CA0798                          STATION RECOVERY (1995)
 CA0798
 CA0798'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2105 ***********************************************************************
 AN2105  DESIGNATION -  NINE 3
 AN2105  PID         -  AN2105
 AN2105  STATE/COUNTY-  TX/ARANSAS
 AN2105  USGS QUAD   -  ROCKPORT (1979)
 AN2105
 AN2105                         *CURRENT SURVEY CONTROL
 AN2105  ___________________________________________________________________
 AN2105* NAD 83(1993)-  28 02 10.67032(N)    097 01 32.09257(W)     ADJUSTED  
 AN2105* NAVD 88     -         1.13   (+/-2cm)       3.7    (feet)  VERTCON   
 AN2105  ___________________________________________________________________
 AN2105  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AN2105  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN2105
 AN2105  HORZ ORDER  -  SECOND
 AN2105  VERT ORDER  -  THIRD (See Below)
 AN2105
 AN2105.The horizontal coordinates were established by classical geodetic methods
 AN2105.and adjusted by the National Geodetic Survey in February 1996..
 AN2105
 AN2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2105.The vertical order pertains to the NGVD 29 superseded value.
 AN2105
 AN2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2105
 AN2105.The geoid height was determined by GEOID03.
 AN2105
 AN2105;                    North         East     Units Scale Factor Converg.
 AN2105;SPC TXSC     - 4,024,134.682   794,156.024   MT  1.00011768   +0 58 02.3
 AN2105;SPC TXSC     -13,202,515.20  2,605,493.56   sFT  1.00011768   +0 58 02.3
 AN2105;UTM  14      - 3,102,795.461   694,086.338   MT  1.00006495   +0 55 42.0
 AN2105
 AN2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2105!SPC TXSC     -   1.00000403  x   1.00011768  =   1.00012171
 AN2105!UTM  14      -   1.00000403  x   1.00006495  =   1.00006898
 AN2105
 AN2105|---------------------------------------------------------------------|
 AN2105| PID    Reference Object                     Distance      Geod. Az  |
 AN2105|                                                           dddmmss.s |
 AN2105| AN2094 NINE 2                              320.519 METERS 18057     |
 AN2105| CV4932 NINE 3 RM 5                           3.562 METERS 20548     |
 AN2105| AN2098 ROCKPORT MUNCIPAL TANK              APPROX. 3.0 KM 2404228.2 |
 AN2105| AN2106 NINE 3 1972 RM 6                     12.140 METERS 34303     |
 AN2105|---------------------------------------------------------------------|
 AN2105
 AN2105                          SUPERSEDED SURVEY CONTROL
 AN2105
 AN2105  NAD 83(1986)-  28 02 10.67634(N)    097 01 32.07247(W) AD(       ) 2
 AN2105  NAD 27      -  28 02 09.61494(N)    097 01 31.11049(W) AD(       ) 2
 AN2105  NGVD 29 (06/28/90)    1.27   (m)            4.2    (f) LEVELING    3  
 AN2105
 AN2105.Superseded values are not recommended for survey control.
 AN2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2105.See file dsdata.txt to determine how the superseded data were derived.
 AN2105
 AN2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9408602795(NAD 83)
 AN2105_MARKER: DD = SURVEY DISK
 AN2105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN2105_SP_SET: METAL PIPE IN CONCRETE
 AN2105_STAMPING: NINE 3 1972
 AN2105_MARK LOGO: NGS   
 AN2105_MAGNETIC: P = MARKER IS A STEEL PIPE
 AN2105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2105+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AN2105
 AN2105  HISTORY     - Date     Condition        Report By
 AN2105  HISTORY     - 1972     MONUMENTED       NGS
 AN2105  HISTORY     - 1972     GOOD             NGS
 AN2105  HISTORY     - 1973     GOOD             TXHD
 AN2105  HISTORY     - 1977     GOOD             NGS
 AN2105  HISTORY     - 1985     GOOD             NGS
 AN2105  HISTORY     - 19890215 GOOD             NOS
 AN2105  HISTORY     - 19891019 GOOD             NOS
 AN2105  HISTORY     - 20051105 GOOD             USPSQD
 AN2105  HISTORY     - 20051105 GOOD             USPSQD
 AN2105
 AN2105                          STATION DESCRIPTION
 AN2105
 AN2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AN2105'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF ROCKPORT AND ON
 AN2105'THE EAST SHORE-LINE OF KEY ALLEGRO ISLAND, WHICH IS A HOUSING
 AN2105'DEVELOPMENT IN PROCESS.
 AN2105'
 AN2105'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 35 AND
 AN2105'BUSINESS ROUTE 35, WHICH IS LOCATED ON THE NORTHEAST EDGE OF
 AN2105'ROCKPORT.  GO NORTHEASTERLY ON STATE HWY. 35 FOR 0.7 MILE TO
 AN2105'FORK, KEEP RIGHT AND CONTINUE NORTHEAST ALONG SHORE-LINE FOR
 AN2105'0.9 MILE TO FORK.  KEEP RIGHT CROSSING OVER BRIDGE AND GO
 AN2105'EASTERLY ALONG BAY SHORE DR., THROUGH HOUSEING AREA FOR 0.9
 AN2105'MILE TO CANAL ON THE RIGHT, WHICH IS JUST AFTER PASSING THE
 AN2105'INTERSECTION OF CURLEN ST. ON THE RIGHT AND STATION ON THE
 AN2105'RIGHT, AT NORTH END OF CANAL.
 AN2105'
 AN2105'A STANDARD DISK, CEMENTED IN THE TOP OF A 5-INCH, CAST-IRON PIPE,
 AN2105'THAT IS ABOUT 2-INCHES BELOW THE SURFACE OF THE LAWN AND IS STAMPED
 AN2105'NINE 3 1972.  IT IS 87 FEET WEST OF THE HIGH-WATER LINE, 62 FEET
 AN2105'EAST OF THE NORTHEAST CORNER OF HOUSE, 54 FEET NORTHWEST OF A
 AN2105'FIRE-HYDRANT, 39 FEET EAST OF THE NORTHWEST CORNER OF THE NORTH
 AN2105'END OF CANAL, 36 FEET SOUTHWEST OF THE CENTER OF BAY SHORE DR.,
 AN2105'AND 6 FEET NORTH OF THE CONCRETE WALL OF THE NORTH END OF
 AN2105'CANAL.
 AN2105'
 AN2105'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN A DRILL HOLE OF
 AN2105'THE CONCRETE HEAD-WALL OF THE NORTH END OF CANAL, AND IS STAMPED
 AN2105'NINE 3 NO 5 1972.  IT IS 69 FEET EAST OF THE NORTHEAST CORNER
 AN2105'OF HOUSE, 46 FEET SOUTHWEST OF THE CENTER OF BAY SHORE DR.,
 AN2105'43 FEET WEST OF A FIRE-HYDRANT, AND WILL BE NEAR THE CENTER OF
 AN2105'THE CONCRETE HEAD-WALL OF THE NORTH END OF CANAL ON COMPLETION
 AN2105'OF CONSTRUCTION OF CANAL.
 AN2105'
 AN2105'REFERENCE MARK NO. 6 IS A STANDARD DISK, SET IN A DRILL HOLE AT
 AN2105'THE NORTHWEST CORNER OF THE NORTH END OF HEAD-WALL OF CANAL AND
 AN2105'IS STAMPED NINE 3 1972 NO. 6.  IT IS 43 FEET SOUTH OF THE CENTER OF
 AN2105'BAY SHORE DR., 25 FEET EAST OF THE NORTHEAST CORNER OF HOUSE AND 1
 AN2105'FOOT SOUTH OF THE NORTHWEST CORNER OF CONCRETE OF HEAD-WALL.
 AN2105
 AN2105                          STATION RECOVERY (1972)
 AN2105
 AN2105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN2105'RECOVERED IN GOOD CONDITION.
 AN2105
 AN2105                          STATION RECOVERY (1973)
 AN2105
 AN2105'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973 (MLM)
 AN2105'NINE-3-GOOD
 AN2105'
 AN2105'R.M. 5 AND 6-GOOD
 AN2105
 AN2105                          STATION RECOVERY (1977)
 AN2105
 AN2105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2105'STATION MARK, REFERENCE MARKS 5 AND 6 WERE RECOVERED AND FOUND IN
 AN2105'GOOD CONDITION.  THE 1972 DESCRIPTION IS ADEQUATE.
 AN2105'
 AN2105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 AN2105'NE OF ROCKPORT.
 AN2105
 AN2105                          STATION RECOVERY (1985)
 AN2105
 AN2105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AN2105'THE STATION WAS RECOVERED AT THIS DATE.
 AN2105'THE STATION MARK AND REFERENCE MARKS 5 AND 6 WERE RECOVERED IN GOOD
 AN2105'CONDITION. THE DIRECTIONS AND THE DISTANCES DID COMPARE TO THE 1972
 AN2105'DATA. A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AN2105'
 AN2105'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 AN2105'NORTHEAST OF ROCKPORT AND ON KEY ALLEGRO ISLAND.
 AN2105'OWNERSHIP--KEY ALLEGRO REAL ESTATE COMPANY, POST OFFICE BOX 1765,
 AN2105'ROCKPORT TX 78382, PHONE 512-729-3691.
 AN2105'
 AN2105'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 35
 AN2105'BUSINESS AT THE NORTH SIDE OF ROCKPORT, GO NORTHERLY ON HIGHWAY 35
 AN2105'FOR 1.1 KM (0.7 MI) TO A FORK. BEAR RIGHT ON A PAVED ROAD ALONG THE
 AN2105'WATER FOR 1.9 KM (1.2 MI) TO A FORK JUST AFTER CROSSING A BRIDGE.
 AN2105'KEEP RIGHT, CROSSING ANOTHER BRIDGE, EAST, THEN SOUTHERLY FOR 1.8
 AN2105'KM (1.15 MI) TO CURLEW STREET ON THE RIGHT. CONTINUE AHEAD FOR 50
 AN2105'METERS (164 FT) TO THE STATION ON THE RIGHT AT A CANAL ON THE RIGHT.
 AN2105'
 AN2105'THE STATION IS A STANDARD CGS DISK
 AN2105'STAMPED---NINE 3 1972---,
 AN2105'SET INTO CONCRETE IN A 6-INCH IRON PIPE AND SURROUNDED BY A
 AN2105'IRREGULAR MASS ON CONCRETE. LOCATED
 AN2105'16.4 METERS (53.8 FT) NORTH-NORTHWEST FROM A FIRE HYDRANT,
 AN2105'10.1 METERS (33 FT) WEST FROM THE CENTER OF THE ROAD AND
 AN2105'2.29 METERS (7.5 FT) EAST FROM A HEADWALL.
 AN2105'
 AN2105'REFERENCE MARK NO. 5 IS A STANDARD CGS DISK
 AN2105'STAMPED---NINE 3 NO 5 1972---,
 AN2105'SET INTO A DRILL HOLE IN A CONCRETE HEAD WALL. LOCATED
 AN2105'14.30 METERS (46.9 FT) NORTH-NORTHWEST FROM THE FIRE HYDRANT AND
 AN2105'11.9 METERS (39 FT) WEST FROM THE CENTER OF THE ROAD.
 AN2105'MARK IS 0.2 METER BELOW THE STATION.
 AN2105'
 AN2105'REFERENCE MARK NO. 6 IS A STANDARD CGS DISK
 AN2105'STAMPED---NINE 3 NO 6 1972---,
 AN2105'SET INTO A DRILL HOLE IN A CONCRETE HEAD WALL. LOCATED
 AN2105'11.9 METERS (39 FT) WEST FROM THE CENTER OF THE ROAD,
 AN2105'7.53 METERS (24.7 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 AN2105'HOUSE AND AT THE JUNCTION OF TWO HEAD WALLS.
 AN2105'MARK IS 0.2 METER BELOW THE STATION.
 AN2105'
 AN2105'A TAPED TRAVERSE WAS MADE TO REFERENCE MARK 6.
 AN2105'
 AN2105'DESCRIBED BY R. T. WOODRUFF.
 AN2105
 AN2105                          STATION RECOVERY (1989)
 AN2105
 AN2105'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AN2105'THE STATION IS LOCATED ABOUT 2.0 MI NE OF ROCKPORT AND ON THE E SHORE
 AN2105'OF KEY ALLEGRO ISLAND, WHICH IS A HOUSING DEVELOPMENT IN PROCESS.
 AN2105'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY 35 AND
 AN2105'BUSINESS ROUTE 35, WHICH IS LOCATED ON THE NE EDGE OF ROCKPORT.  GO
 AN2105'NORTHEASTERLY ON STATE HWY 35 FOR 0.70 MI TO FORK, KEEP RIGHT AND
 AN2105'CONTINUE NE ALONG SHORE-LINE FOR 0.9 MI TO FORK.  KEEP RIGHT CROSSING
 AN2105'OVER BRIDGE AND GO EASTERLY ALONG BAY SHORE DRIVE, THROUGH HOUSEING
 AN2105'AREA FOR 0.9 MI TO CANAL ON THE RIGHT, WHICH IS JUST AFTER PASSING THE
 AN2105'INTERSECTION OF CURLEW STREET ON THE RIGHT AND THE STATION ON THE
 AN2105'RIGHT, AT N END OF CANAL.
 AN2105'STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A 5-IN CAST
 AN2105'IRON PIPE, THAT IS ABOUT 2-IN BELOW THE SURFACE OF THE LAWN.  IT IS
 AN2105'LOCATED 26.52 M (87.0 FT) W OF THE HIGH-WATER LINE, 18.9 M (62.0 FT) E
 AN2105'OF THE NE CORNER OF HOUSE, 16.46 M (54.0 FT) NW OF A FIRE HYDRANT,
 AN2105'11.89 M  39.0 FT) E OF THE NW CORNER OF THE N END OF CANAL, 10.97 M
 AN2105'(36.0 FT) SW OF THE CENTER OF BAY SHORE DRIVE, AND 1.83 M (6.0 FT) N
 AN2105'OF THE CONCRETE WALL OF THE N END OF CANAL.
 AN2105
 AN2105                          STATION RECOVERY (1989)
 AN2105
 AN2105'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AN2105'THE STATION WAS RECOVERED AS DESCRIBED.  THE GEODETIC POSITION WAS
 AN2105'VERIFIED AT THIS TIME. RECOVERED BY P B WALBOLT.
 AN2105
 AN2105                          STATION RECOVERY (2005)
 AN2105
 AN2105'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AN2105'RECOVERED IN GOOD CONDITION.
 AN2105
 AN2105                          STATION RECOVERY (2005)
 AN2105
 AN2105'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AN2105'RM 5 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2106 ***********************************************************************
 AN2106  DESIGNATION -  NINE 3 1972 RM 6
 AN2106  PID         -  AN2106
 AN2106  STATE/COUNTY-  TX/ARANSAS
 AN2106  USGS QUAD   -  ROCKPORT (1979)
 AN2106
 AN2106                         *CURRENT SURVEY CONTROL
 AN2106  ___________________________________________________________________
 AN2106* NAD 83(1993)-  28 02 11.04755(N)    097 01 32.22220(W)     ADJUSTED  
 AN2106* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 AN2106  ___________________________________________________________________
 AN2106  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AN2106  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN2106
 AN2106  HORZ ORDER  -  SECOND
 AN2106
 AN2106.The horizontal coordinates were established by classical geodetic methods
 AN2106.and adjusted by the National Geodetic Survey in February 1996..
 AN2106
 AN2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2106
 AN2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2106
 AN2106.The geoid height was determined by GEOID03.
 AN2106
 AN2106;                    North         East     Units Scale Factor Converg.
 AN2106;SPC TXSC     - 4,024,146.235   794,152.287   MT  1.00011764   +0 58 02.2
 AN2106;SPC TXSC     -13,202,553.11  2,605,481.29   sFT  1.00011764   +0 58 02.2
 AN2106;UTM  14      - 3,102,807.016   694,082.609   MT  1.00006494   +0 55 41.9
 AN2106
 AN2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2106!SPC TXSC     -   1.00000406  x   1.00011764  =   1.00012170
 AN2106!UTM  14      -   1.00000406  x   1.00006494  =   1.00006900
 AN2106
 AN2106|---------------------------------------------------------------------|
 AN2106| PID    Reference Object                     Distance      Geod. Az  |
 AN2106|                                                           dddmmss.s |
 AN2106| AN2105 NINE 3                               12.140 METERS 16303     |
 AN2106| AN2094 NINE 2                              332.092 METERS 18019     |
 AN2106|---------------------------------------------------------------------|
 AN2106
 AN2106                          SUPERSEDED SURVEY CONTROL
 AN2106
 AN2106  NAD 83(1986)-  28 02 11.05343(N)    097 01 32.20205(W) AD(       ) 2
 AN2106  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 AN2106
 AN2106.Superseded values are not recommended for survey control.
 AN2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2106.See file dsdata.txt to determine how the superseded data were derived.
 AN2106
 AN2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9408302807(NAD 83)
 AN2106_MARKER: DR = REFERENCE MARK DISK
 AN2106_SETTING: 0 = UNSPECIFIED SETTING
 AN2106_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AN2106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2106
 AN2106  HISTORY     - Date     Condition        Report By
 AN2106  HISTORY     - 1972     MONUMENTED       NGS
 AN2106  HISTORY     - 1985     GOOD             NGS
 AN2106  HISTORY     - 19910720 GOOD             USPSQD
 AN2106  HISTORY     - 20051105 GOOD             USPSQD
 AN2106
 AN2106                          STATION DESCRIPTION
 AN2106
 AN2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AN2106'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF ROCKPORT AND ON
 AN2106'THE EAST SHORE-LINE OF KEY ALLEGRO ISLAND, WHICH IS A HOUSING
 AN2106'DEVELOPMENT IN PROCESS.
 AN2106'
 AN2106'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 35 AND
 AN2106'BUSINESS ROUTE 35, WHICH IS LOCATED ON THE NORTHEAST EDGE OF
 AN2106'ROCKPORT.  GO NORTHEASTERLY ON STATE HWY. 35 FOR 0.7 MILE TO
 AN2106'FORK, KEEP RIGHT AND CONTINUE NORTHEAST ALONG SHORE-LINE FOR
 AN2106'0.9 MILE TO FORK.  KEEP RIGHT CROSSING OVER BRIDGE AND GO
 AN2106'EASTERLY ALONG BAY SHORE DR., THROUGH HOUSEING AREA FOR 0.9
 AN2106'MILE TO CANAL ON THE RIGHT, WHICH IS JUST AFTER PASSING THE
 AN2106'INTERSECTION OF CURLEN ST. ON THE RIGHT AND STATION ON THE
 AN2106'RIGHT, AT NORTH END OF CANAL.
 AN2106'
 AN2106'REFERENCE MARK NO. 6 IS A STANDARD DISK, SET IN A DRILL HOLE AT
 AN2106'THE NORTHWEST CORNER OF THE NORTH END OF HEAD-WALL OF CANAL AND
 AN2106'IS STAMPED NINE 3 1972 NO. 6.  IT IS 43 FEET SOUTH OF THE CENTER OF
 AN2106'BAY SHORE DR., 25 FEET EAST OF THE NORTHEAST CORNER OF HOUSE AND 1
 AN2106'FOOT SOUTH OF THE NORTHWEST CORNER OF CONCRETE OF HEAD-WALL.
 AN2106
 AN2106                          STATION RECOVERY (1985)
 AN2106
 AN2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AN2106'THE STATION WAS RECOVERED AT THIS DATE.
 AN2106'A TAPED TRAVERSE WAS MADE TO STATION NINE 3 1972.
 AN2106'
 AN2106'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 AN2106'NORTHEAST OF ROCKPORT AND ON KEY ALLEGRO ISLAND.
 AN2106'OWNERSHIP--KEY ALLEGRO REAL ESTATE COMPANY, POST OFFICE BOX 1765,
 AN2106'ROCKPORT TX 78382, PHONE 512-729-3691.
 AN2106'
 AN2106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 35
 AN2106'BUSINESS AT THE NORTH SIDE OF ROCKPORT, GO NORTHERLY ON HIGHWAY 35
 AN2106'FOR 1.1 KM (0.7 MI) TO A FORK. BEAR RIGHT ON A PAVED ROAD ALONG THE
 AN2106'WATER FOR 1.9 KM (1.2 MI) TO A FORK JUST AFTER CROSSING A BRIDGE.
 AN2106'KEEP RIGHT, CROSSING ANOTHER BRIDGE, EAST, THEN SOUTHERLY FOR 1.8
 AN2106'KM (1.15 MI) TO CURLEW STREET ON THE RIGHT. CONTINUE AHEAD FOR 50
 AN2106'METERS (164 FT) TO THE STATION ON THE RIGHT AT A CANAL ON THE RIGHT.
 AN2106'
 AN2106'THE STATION IS A STANDARD CGS DISK
 AN2106'STAMPED---NINE 3 NO 6 1972---,
 AN2106'SET INTO A DRILL HOLE IN A CONCRETE HEAD WALL. LOCATED
 AN2106'11.9 METERS (39 FT) WEST FROM THE CENTER OF THE ROAD,
 AN2106'7.53 METERS (24.7 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 AN2106'HOUSE AND AT THE JUNCTION OF TWO HEAD WALLS.
 AN2106'
 AN2106'NO LIGHT WAS SHOWN FROM THIS STATION.
 AN2106'
 AN2106'DESCRIBED BY R. T. WOODRUFF.
 AN2106
 AN2106                          STATION RECOVERY (1991)
 AN2106
 AN2106'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AN2106'RECOVERED IN GOOD CONDITION.
 AN2106
 AN2106                          STATION RECOVERY (2005)
 AN2106
 AN2106'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AN2106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0950 ***********************************************************************
 CB0950  DESIGNATION -  NINE MILE
 CB0950  PID         -  CB0950
 CB0950  STATE/COUNTY-  TX/CROCKETT
 CB0950  USGS QUAD   -  BARNHART SW (1971)
 CB0950
 CB0950                         *CURRENT SURVEY CONTROL
 CB0950  ___________________________________________________________________
 CB0950* NAD 83(1993)-  31 00 33.16630(N)    101 12 42.97152(W)     ADJUSTED  
 CB0950* NAVD 88     -       820.     (meters)    2690.     (feet)  SCALED    
 CB0950  ___________________________________________________________________
 CB0950  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 CB0950  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CB0950
 CB0950  HORZ ORDER  -  THIRD
 CB0950
 CB0950.The horizontal coordinates were established by classical geodetic methods
 CB0950.and adjusted by the National Geodetic Survey in February 1996..
 CB0950
 CB0950.The orthometric height was scaled from a topographic map.
 CB0950
 CB0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0950
 CB0950.The geoid height was determined by GEOID03.
 CB0950
 CB0950;                    North         East     Units Scale Factor Converg.
 CB0950;SPC TX C     - 3,149,159.197   616,108.511   MT  0.99988175   -0 27 09.1
 CB0950;SPC TX C     -10,331,866.47  2,021,349.34   sFT  0.99988175   -0 27 09.1
 CB0950;UTM  14      - 3,432,723.540   288,830.641   MT  1.00015008   -1 08 23.9
 CB0950
 CB0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0950!SPC TX C     -   0.99987493  x   0.99988175  =   0.99975670
 CB0950!UTM  14      -   0.99987493  x   1.00015008  =   1.00002499
 CB0950
 CB0950:                Primary Azimuth Mark                     Grid Az
 CB0950:SPC TX C     -  USGS MARK NEAR STATION BARNHART          041 15 34.7
 CB0950:UTM  14      -  USGS MARK NEAR STATION BARNHART          041 56 49.5
 CB0950
 CB0950|---------------------------------------------------------------------|
 CB0950| PID    Reference Object                     Distance      Geod. Az  |
 CB0950|                                                           dddmmss.s |
 CB0950| CB0945 USGS MARK NEAR STATION BARNHART     APPROX. 8.9 KM 0404825.6 |
 CB0950|---------------------------------------------------------------------|
 CB0950
 CB0950                          SUPERSEDED SURVEY CONTROL
 CB0950
 CB0950  NAD 83(1986)-  31 00 33.17541(N)    101 12 42.95643(W) AD(       ) 3
 CB0950  NAD 27      -  31 00 32.57978(N)    101 12 41.55045(W) AD(       ) 3
 CB0950
 CB0950.Superseded values are not recommended for survey control.
 CB0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0950.See file dsdata.txt to determine how the superseded data were derived.
 CB0950
 CB0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV8883132724(NAD 83)
 CB0950
 CB0950  HISTORY     - Date     Condition        Report By
 CB0950  HISTORY     - UNK      MONUMENTED
 CB0950  HISTORY     - 1971     GOOD             USGS
 CB0950
 CB0950                          STATION DESCRIPTION
 CB0950
 CB0950'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0950'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0950'
 CB0950'BARNHART, JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 163, GO S.
 CB0950'ON HIGHWAY 163 0.5 MI., TURN RIGHT FOLLOW MAIN RD. 6.6 MI. TO BUCK
 CB0950'OWENS RANCH, RETURN N. 0.3 MI. TO CATTLEGUARD, TURN LEFT 0.8 MI.,
 CB0950'TAKE RIGHT FORK 0.15 MI., TAKE RIGHT FORK 0.85 MI., TAKE RIGHT FORK
 CB0950'0.4 MI. TO CATTLEGUARD, CONTINUE AHEAD 0.4 MI., TAKE LEFT FORK 0.3
 CB0950'MI., TAKE LEFT FORK 0.2 MI., TAKE RIGHT FORK 0.85 MI., TURN LEFT
 CB0950'THROUGH GATE 0.35 MI., TAKE LEFT FORK 0.05 MI., TAKE RIGHT FORK 0.55
 CB0950'MI., TAKE LEFT FORK 0.1 MI., TAKE LEFT FORK 0.55 MI., TAKE RIGHT FORK
 CB0950'0.75 MI. TO T-RD., CONTINUE ESE. ACROSS COUNTRY 0.15 MI. TO N-S.
 CB0950'FENCE.  AN IRON 6 IN. CASING PIPE IN CONCRETE IS 13 FT. W. OF FENCE.
 CB0950'THE STATION IS 110.3 FT. WSW. OF PIPE.
 CB0950'
 CB0950'STATION MARK--ALUMINUM TABLET, CEMENTED IN STONE SET IN PLACE, AND
 CB0950'STAMPED ---TEXAS NINE MILE 1920---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2097 ***********************************************************************
 AN2097  DESIGNATION -  NINE MILE POINT LIGHT BEACON
 AN2097  PID         -  AN2097
 AN2097  STATE/COUNTY-  TX/ARANSAS
 AN2097  USGS QUAD   -  ROCKPORT (1979)
 AN2097
 AN2097                         *CURRENT SURVEY CONTROL
 AN2097  ___________________________________________________________________
 AN2097* NAD 83(1993)-  28 01 27.25472(N)    097 01 14.39964(W)     ADJUSTED  
 AN2097* NAVD 88     -                                                        
 AN2097  ___________________________________________________________________
 AN2097  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AN2097  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN2097
 AN2097  HORZ ORDER  -  THIRD
 AN2097
 AN2097.The horizontal coordinates were established by classical geodetic methods
 AN2097.and adjusted by the National Geodetic Survey in February 1996..
 AN2097
 AN2097
 AN2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2097
 AN2097.The geoid height was determined by GEOID03.
 AN2097
 AN2097;                    North         East     Units Scale Factor Converg.
 AN2097;SPC TXSC     - 4,022,806.406   794,661.890   MT  1.00012242   +0 58 10.9
 AN2097;SPC TXSC     -13,198,157.35  2,607,153.22   sFT  1.00012242   +0 58 10.9
 AN2097;UTM  14      - 3,101,466.911   694,591.268   MT  1.00006738   +0 55 49.0
 AN2097
 AN2097                          SUPERSEDED SURVEY CONTROL
 AN2097
 AN2097  NAD 83(1986)-  28 01 27.26055(N)    097 01 14.37941(W) AD(       ) 4
 AN2097  NAD 27      -  28 01 26.19600(N)    097 01 13.41700(W) AD(       ) 3
 AN2097
 AN2097.Superseded values are not recommended for survey control.
 AN2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2097.See file dsdata.txt to determine how the superseded data were derived.
 AN2097
 AN2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9459101467(NAD 83)
 AN2097_MARKER: 14 = NAVIGATION LIGHT
 AN2097
 AN2097  HISTORY     - Date     Condition        Report By
 AN2097  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2097  HISTORY     - 1943     GOOD             USE
 AN2097  HISTORY     - 1948     GOOD             CGS
 AN2097  HISTORY     - 1949     GOOD             CGS
 AN2097  HISTORY     - 1959     GOOD             CGS
 AN2097  HISTORY     - 19910722 GOOD             USPSQD
 AN2097
 AN2097                          STATION DESCRIPTION
 AN2097
 AN2097'DESCRIBED BY US ENGINEERS 1943
 AN2097'STATION IN GOOD CONDITION.
 AN2097
 AN2097                          STATION RECOVERY (1948)
 AN2097
 AN2097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2097'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 1.8 MILES E
 AN2097'OF ROCKPORT, 0.5 MILE SE OF NINE MILE POINT.  IT IS THE LIGHT
 AN2097'ATOP A PYRAMIDAL RED SKELETON TOWER ON PILES.
 AN2097'
 AN2097'THIS STATION, FROM ALL LOCAL INFORMATION AND FROM THE LIGHT LIST,
 AN2097'INTRACOASTAL WATERWAY, HAS NOT BEEN REBUILT SINCE 1933.  IT
 AN2097'DOES NOT APPEAR TO HAVE BEEN HIT AND PROBABLY THE POSITION IS
 AN2097'GOOD.
 AN2097
 AN2097                          STATION RECOVERY (1949)
 AN2097
 AN2097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN2097'ABOUT 2 MILES E OF ROCKPORT, OFF NINE MILE POINT AT S END OF
 AN2097'FRONDOLEG ISLAND IN ARANSAS BAY.
 AN2097'
 AN2097'RED PYRAMIDAL SLATTED STRUCTURE ON PILES
 AN2097'30 FEET HIGH, AT END OF SHOAL, IN 7 FEET OF WATER.  ESTABLISHED
 AN2097'1933.
 AN2097
 AN2097                          STATION RECOVERY (1959)
 AN2097
 AN2097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WG)
 AN2097'STATION RECOVERED IN GOOD CONDITION.  STATION WAS USED, TOGETHER
 AN2097'WITH OTHERS IN AREA, AND POSITION CHECKED WITH U.S.C. AND G.
 AN2097'SURVEY CO-ORDINATE DATA.
 AN2097
 AN2097                          STATION RECOVERY (1991)
 AN2097
 AN2097'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0797 ***********************************************************************
 CA0797  DESIGNATION -  NINE RM 2
 CA0797  PID         -  CA0797
 CA0797  STATE/COUNTY-  TX/MCCULLOCH
 CA0797  USGS QUAD   -  BRADY SW (1987)
 CA0797
 CA0797                         *CURRENT SURVEY CONTROL
 CA0797  ___________________________________________________________________
 CA0797* NAD 83(1986)-  31 03 07.     (N)    099 22 32.     (W)     SCALED    
 CA0797* NAVD 88     -       589.367  (meters)    1933.61   (feet)  ADJUSTED  
 CA0797  ___________________________________________________________________
 CA0797  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CA0797  DYNAMIC HT  -         588.568 (meters)    1930.99  (feet)  COMP
 CA0797  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 CA0797
 CA0797  VERT ORDER  -  FIRST     CLASS II
 CA0797
 CA0797.The horizontal coordinates were scaled from a topographic map and have
 CA0797.an estimated accuracy of +/- 6 seconds.
 CA0797
 CA0797.The orthometric height was determined by differential leveling
 CA0797.and adjusted by the National Geodetic Survey in June 1991..
 CA0797
 CA0797.The geoid height was determined by GEOID03.
 CA0797
 CA0797.The dynamic height is computed by dividing the NAVD 88
 CA0797.geopotential number by the normal gravity value computed on the
 CA0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0797.degrees latitude (g = 980.6199 gals.).
 CA0797
 CA0797.The modeled gravity was interpolated from observed gravity values.
 CA0797
 CA0797;                    North         East    Units  Estimated Accuracy
 CA0797;SPC TX C     - 3,153,960.      791,410.      MT  (+/- 180 meters Scaled)
 CA0797
 CA0797                          SUPERSEDED SURVEY CONTROL
 CA0797
 CA0797.No superseded survey control is available for this station.
 CA0797
 CA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV641354(NAD 83)
 CA0797_MARKER: DR = REFERENCE MARK DISK
 CA0797_SETTING: 66 = SET IN ROCK OUTCROP
 CA0797_SP_SET: ROCK OUTCROP
 CA0797_STAMPING: NINE NO 2 1935
 CA0797_MARK LOGO: CGS   
 CA0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0797+STABILITY: POSITION/ELEVATION WELL
 CA0797
 CA0797  HISTORY     - Date     Condition        Report By
 CA0797  HISTORY     - 1935     MONUMENTED       CGS
 CA0797  HISTORY     - 1981     GOOD             NGS
 CA0797  HISTORY     - 19990108 GOOD             USPSQD
 CA0797
 CA0797                          STATION DESCRIPTION
 CA0797
 CA0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0797'10.2 KM (6.35 MI) SW FROM BRADY.
 CA0797'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0797'THE COURTHOUSE IN BRADY, THENCE 7.9 KM (4.9 MI) SOUTHWESTERLY ALONG
 CA0797'U.S. HIGHWAY 190, IN A 3 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 CA0797'35.4 METERS (116.1 FT) SOUTHWEST OF TRIANGULATION STATION NINE, 20.8
 CA0797'METERS (68.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.5
 CA0797'METERS (8.2 FT) NORTHWEST OF A FENCE.
 CA0797'THE MARK IS 36.0 METERS  SW FROM A WITNESS POST.
 CA0797'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 CA0797
 CA0797                          STATION RECOVERY (1999)
 CA0797
 CA0797'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1687 ***********************************************************************
 FL1687  DESIGNATION -  NINTH
 FL1687  PID         -  FL1687
 FL1687  STATE/COUNTY-  TX/HUTCHINSON
 FL1687  USGS QUAD   -  STINNETT (1978)
 FL1687
 FL1687                         *CURRENT SURVEY CONTROL
 FL1687  ___________________________________________________________________
 FL1687* NAD 83(1993)-  35 50 39.73904(N)    101 23 40.83259(W)     ADJUSTED  
 FL1687* NAVD 88     -       987.     (meters)    3238.     (feet)  SCALED    
 FL1687  ___________________________________________________________________
 FL1687  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FL1687  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FL1687
 FL1687  HORZ ORDER  -  THIRD
 FL1687
 FL1687.The horizontal coordinates were established by classical geodetic methods
 FL1687.and adjusted by the National Geodetic Survey in February 1996..
 FL1687
 FL1687.The orthometric height was scaled from a topographic map.
 FL1687
 FL1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1687
 FL1687.The geoid height was determined by GEOID03.
 FL1687
 FL1687;                    North         East     Units Scale Factor Converg.
 FL1687;SPC TX N     - 1,204,616.301   209,514.462   MT  0.99993850   +0 03 39.7
 FL1687;SPC TX N     - 3,952,145.31    687,382.03   sFT  0.99993850   +0 03 39.7
 FL1687;UTM  14      - 3,969,334.702   283,730.364   MT  1.00017638   -1 24 10.2
 FL1687
 FL1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1687!SPC TX N     -   0.99984929  x   0.99993850  =   0.99978780
 FL1687!UTM  14      -   0.99984929  x   1.00017638  =   1.00002564
 FL1687
 FL1687:                Primary Azimuth Mark                     Grid Az
 FL1687:SPC TX N     -  DIAL                                     139 33 40.3
 FL1687:UTM  14      -  DIAL                                     141 01 30.2
 FL1687
 FL1687|---------------------------------------------------------------------|
 FL1687| PID    Reference Object                     Distance      Geod. Az  |
 FL1687|                                                           dddmmss.s |
 FL1687| FL1676 DIAL                                APPROX. 4.0 KM 1393720.0 |
 FL1687|---------------------------------------------------------------------|
 FL1687
 FL1687                          SUPERSEDED SURVEY CONTROL
 FL1687
 FL1687  NAD 83(1993)-  35 50 39.73930(N)    101 23 40.83144(W) AD(       ) 3
 FL1687  NAD 83(1986)-  35 50 39.74730(N)    101 23 40.82121(W) AD(       ) 3
 FL1687  NAD 27      -  35 50 39.60446(N)    101 23 39.23030(W) AD(       ) 3
 FL1687
 FL1687.Superseded values are not recommended for survey control.
 FL1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1687.See file dsdata.txt to determine how the superseded data were derived.
 FL1687
 FL1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8373069335(NAD 83)
 FL1687_MARKER: DD = SURVEY DISK
 FL1687_SETTING: 0 = UNSPECIFIED SETTING
 FL1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1687
 FL1687  HISTORY     - Date     Condition        Report By
 FL1687  HISTORY     - 1952     MONUMENTED       USGS
 FL1687
 FL1687                          STATION DESCRIPTION
 FL1687
 FL1687'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1687'TO REACH FROM STINNETT POST OFFICE GO E., 2.9 MI. TO FENCE CORNER AND
 FL1687'RD. ON LEFT N., GO 0.1 MI. ALONG FENCE TO GATE.  GO THROUGH GATE,
 FL1687'FOLLOW RD. N., 0.9 MI. TO TOP OF PROMINIENT HILL AND STATION.
 FL1687'
 FL1687'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED ---NINTH
 FL1687'1952---.
 FL1687'
 FL1687'REFERENCE MARK NO.1 - 1 IN. IRON PIPE DRIVEN IN GROUND 47.60 FT. FROM
 FL1687'STATION, S 01 DG 15 MIN 33 SEC E.
 FL1687'
 FL1687'REFERENCE MARK NO.2 - 3/4 IN. IRON PIPE DRIVEN IN GROUND 77.50 FT.
 FL1687'FROM STATION, N 46 DEG 49 MIN 29 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1887 ***********************************************************************
 AY1887  DESIGNATION -  NIX
 AY1887  PID         -  AY1887
 AY1887  STATE/COUNTY-  TX/BEXAR
 AY1887  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1887
 AY1887                         *CURRENT SURVEY CONTROL
 AY1887  ___________________________________________________________________
 AY1887* NAD 83(1993)-  29 25 32.32113(N)    098 29 22.30102(W)     ADJUSTED  
 AY1887* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 AY1887  ___________________________________________________________________
 AY1887  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AY1887  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AY1887
 AY1887  HORZ ORDER  -  FIRST
 AY1887
 AY1887.The horizontal coordinates were established by classical geodetic methods
 AY1887.and adjusted by the National Geodetic Survey in February 1996..
 AY1887
 AY1887.The orthometric height was scaled from a topographic map.
 AY1887
 AY1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1887
 AY1887.The geoid height was determined by GEOID03.
 AY1887
 AY1887;                    North         East     Units Scale Factor Converg.
 AY1887;SPC TXSC     - 4,176,578.263   649,527.815   MT  0.99986449   +0 15 00.3
 AY1887;SPC TXSC     -13,702,657.18  2,130,992.51   sFT  0.99986449   +0 15 00.3
 AY1887;UTM  14      - 3,255,253.276   549,515.212   MT  0.99963025   +0 15 02.9
 AY1887
 AY1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1887!SPC TXSC     -   0.99997319  x   0.99986449  =   0.99983768
 AY1887!UTM  14      -   0.99997319  x   0.99963025  =   0.99960345
 AY1887
 AY1887|---------------------------------------------------------------------|
 AY1887| PID    Reference Object                     Distance      Geod. Az  |
 AY1887|                                                           dddmmss.s |
 AY1887| AY1886 NIX BUILDING FLAGPOLE 1953            3.886 METERS 02036     |
 AY1887| AY1866 SAN ANTONIO PEARL BREWERY STK       APPROX. 2.1 KM 0244348.9 |
 AY1887| AY1855 FORT SAM HOUSTON W WATER TANK       APPROX. 3.4 KM 0511027.3 |
 AY1887| AY1868 FORT SAM HOUSTON MUSHROOM TANK      APPROX. 5.5 KM 0530031.5 |
 AY1887| CV4935 NIX RM 3                              4.766 METERS 07633     |
 AY1887| AY1875 SAN ANTONIO DAK ST STANDPIPE        APPROX. 2.8 KM 1143114.0 |
 AY1887| AY1880 SAN ANTONIO L STAR BREWERY STK      APPROX. 2.6 KM 1814515.5 |
 AY1887| AY1871 SAN ANTONIO SWIFT COTTON CO TK      APPROX. 2.6 KM 1872246.2 |
 AY1887| AY1874 SAN ANTONIO PIONEER MILLS FLAG      APPROX. 1.7 KM 2030748.0 |
 AY1887| AY1869 SAN ANTONIO TRANSIT TWR TV MST      357.202 METERS 21026     |
 AY1887| AY0747 WITHERS NE BASE                     APPROX. 4.4 KM 2450131.2 |
 AY1887| AY1921 SAN ANTONIO LADY LAKE COLL CH       APPROX. 5.2 KM 2695623.9 |
 AY1887| CV4933 NIX RM 1                              3.505 METERS 28746     |
 AY1887| CV4934 NIX RM 2                              8.481 METERS 35430     |
 AY1887| AY1860 SAN ANTONIO WOAI TV MAST            APPROX. 0.6 KM 3555506.7 |
 AY1887|---------------------------------------------------------------------|
 AY1887
 AY1887                          SUPERSEDED SURVEY CONTROL
 AY1887
 AY1887  NAD 83(1986)-  29 25 32.32594(N)    098 29 22.28321(W) AD(       ) 1
 AY1887  NAD 27      -  29 25 31.48700(N)    098 29 21.22100(W) AD(       ) 1
 AY1887
 AY1887.Superseded values are not recommended for survey control.
 AY1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1887.See file dsdata.txt to determine how the superseded data were derived.
 AY1887
 AY1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4951555253(NAD 83)
 AY1887_MARKER: Z = SEE DESCRIPTION
 AY1887_SETTING: 0 = UNSPECIFIED SETTING
 AY1887
 AY1887  HISTORY     - Date     Condition        Report By
 AY1887  HISTORY     - 1953     MONUMENTED       CGS
 AY1887  HISTORY     - 1953     GOOD             AMS
 AY1887  HISTORY     - 19950411 GOOD             USPSQD
 AY1887
 AY1887                          STATION DESCRIPTION
 AY1887
 AY1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1887'THE STATION IS LOCATED ATOP THE 2-STORY PENTHOUSE OF THE
 AY1887'NIX PROFESSIONAL BUILDING AT THE INTERSECTION OF COLLEGE AND
 AY1887'NAVARRO STREETS IN THE CENTRAL PART OF SAN ANTONIO.
 AY1887'
 AY1887'THE STATION MARK, A BRASS SCREW IMBEDDED IN LEAD IN THE
 AY1887'TAR COVERED CONCRETE ROOF, IS 4 FEET NORTH OF THE NORTH PARAPET
 AY1887'WALL, 10.4 FEET EAST OF THE WEST PARAPET WALL, AND 12.75 FEET
 AY1887'SOUTH-SOUTHWEST OF THE FLAG POLE.
 AY1887'
 AY1887'REFERENCE MARKS, BRASS SCREWS IMBEDDED IN LEAD IN THE PARAPET
 AY1887'WALLS, ARE DESCRIBED IN THE BOX-SCORE AND DIAGRAM.
 AY1887'
 AY1887'HEIGHT OF LIGHT ABOVE STATION MARK 2.7 METERS.
 AY1887
 AY1887                          STATION RECOVERY (1953)
 AY1887
 AY1887'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1887'STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS ON THE
 AY1887'HIGHEST PART, SUPERSTRUCTURE OF THE NIX BUILDING.  IT IS 28.5
 AY1887'FEET SOUTH OF THE NORTH RETAINING WALL.  IT IS 15.8 FEET WEST
 AY1887'OF THE EAST RETAINING WALL, 11.3 FEET EAST OF THE WEST RETAINING
 AY1887'WALL, AND IT IS 4.0 FEET NORTH OF THE SOUTH RETAINING WALL.
 AY1887
 AY1887                          STATION RECOVERY (1995)
 AY1887
 AY1887'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1886 ***********************************************************************
 AY1886  DESIGNATION -  NIX BUILDING FLAGPOLE 1953
 AY1886  PID         -  AY1886
 AY1886  STATE/COUNTY-  TX/BEXAR
 AY1886  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1886
 AY1886                         *CURRENT SURVEY CONTROL
 AY1886  ___________________________________________________________________
 AY1886* NAD 83(1993)-  29 25 32.43927(N)    098 29 22.25031(W)     ADJUSTED  
 AY1886* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 AY1886  ___________________________________________________________________
 AY1886  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AY1886  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AY1886
 AY1886  HORZ ORDER  -  SECOND
 AY1886
 AY1886.The horizontal coordinates were established by classical geodetic methods
 AY1886.and adjusted by the National Geodetic Survey in February 1996..
 AY1886
 AY1886.The orthometric height was scaled from a topographic map.
 AY1886
 AY1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1886
 AY1886.The geoid height was determined by GEOID03.
 AY1886
 AY1886;                    North         East     Units Scale Factor Converg.
 AY1886;SPC TXSC     - 4,176,581.906   649,529.166   MT  0.99986449   +0 15 00.3
 AY1886;SPC TXSC     -13,702,669.14  2,130,996.94   sFT  0.99986449   +0 15 00.3
 AY1886;UTM  14      - 3,255,256.918   549,516.563   MT  0.99963025   +0 15 02.9
 AY1886
 AY1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1886!SPC TXSC     -   0.99997319  x   0.99986449  =   0.99983768
 AY1886!UTM  14      -   0.99997319  x   0.99963025  =   0.99960345
 AY1886
 AY1886                          SUPERSEDED SURVEY CONTROL
 AY1886
 AY1886  NAD 83(1986)-  29 25 32.44409(N)    098 29 22.23251(W) AD(       ) 2
 AY1886  NAD 27      -  29 25 31.60500(N)    098 29 21.17000(W) AD(       ) 2
 AY1886
 AY1886.Superseded values are not recommended for survey control.
 AY1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1886.See file dsdata.txt to determine how the superseded data were derived.
 AY1886
 AY1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4951755257(NAD 83)
 AY1886_MARKER: 62 = FLAGPOLE
 AY1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1886+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002
 AY1886
 AY1886  HISTORY     - Date     Condition        Report By
 AY1886  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1886  HISTORY     - 1986     GOOD             USPSQD
 AY1886  HISTORY     - 19950411 GOOD             USPSQD
 AY1886  HISTORY     - 20020915 GOOD             USPSQD
 AY1886
 AY1886                          STATION DESCRIPTION
 AY1886
 AY1886'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5283 ***********************************************************************
 AH5283  DESIGNATION -  NIX ET
 AH5283  PID         -  AH5283
 AH5283  STATE/COUNTY-  TX/HOOD
 AH5283  USGS QUAD   -  PALUXY (1979)
 AH5283
 AH5283                         *CURRENT SURVEY CONTROL
 AH5283  ___________________________________________________________________
 AH5283* NAD 83(1993)-  32 19 30.73953(N)    097 53 21.94002(W)     ADJUSTED  
 AH5283* NAVD 88     -       340.2    (meters)    1116.     (feet)  VERTCON   
 AH5283  ___________________________________________________________________
 AH5283  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AH5283  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AH5283
 AH5283  HORZ ORDER  -  THIRD
 AH5283
 AH5283.The horizontal coordinates were established by classical geodetic methods
 AH5283.and adjusted by the National Geodetic Survey in July 1998..
 AH5283
 AH5283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5283
 AH5283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5283
 AH5283.The geoid height was determined by GEOID03.
 AH5283
 AH5283;                    North         East     Units Scale Factor Converg.
 AH5283;SPC TXNC     - 2,073,193.658   657,487.258   MT  0.99995239   +0 19 58.8
 AH5283;SPC TXNC     - 6,801,802.86  2,157,106.11   sFT  0.99995239   +0 19 58.8
 AH5283;UTM  14      - 3,577,024.939   604,530.365   MT  0.99973474   +0 35 38.1
 AH5283
 AH5283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5283!SPC TXNC     -   0.99995100  x   0.99995239  =   0.99990339
 AH5283!UTM  14      -   0.99995100  x   0.99973474  =   0.99968575
 AH5283
 AH5283                          SUPERSEDED SURVEY CONTROL
 AH5283
 AH5283  NGVD 29 (07/28/98)  340.1    (m)         1116.     (f) VERT ANG       
 AH5283
 AH5283.Superseded values are not recommended for survey control.
 AH5283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5283.See file dsdata.txt to determine how the superseded data were derived.
 AH5283
 AH5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA0453077025(NAD 83)
 AH5283_MARKER: DS = TRIANGULATION STATION DISK
 AH5283_SETTING: 66 = SET IN ROCK OUTCROP
 AH5283_PROJECTION: FLUSH
 AH5283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5283+STABILITY: POSITION/ELEVATION WELL
 AH5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5283+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AH5283
 AH5283  HISTORY     - Date     Condition        Report By
 AH5283  HISTORY     - 1959     MONUMENTED       USGS
 AH5283  HISTORY     - 20000502 GOOD             LOCSUR
 AH5283  HISTORY     - 20060315 GOOD             FRONT
 AH5283
 AH5283                          STATION DESCRIPTION
 AH5283
 AH5283'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5283'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 4.5 MI. (AIRLINE) S.
 AH5283'AND 2 MI. E. OF TOLAR, ABOUT 3.5 MI. N. AND 1 MI. E. OF THE COMMUNITY
 AH5283'OF PALUXY, ON TOP OF A PROMINENT HILL WITH SCATTERED TREES.
 AH5283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377 AND FARM
 AH5283'ROAD 201 IN TOLAR, GO 3.2 MI. S. ON FARM ROAD 201 TO T-RD. W., TURN
 AH5283'RIGHT FOR 1.5 MI., W. AND S. TO T-RD. S., TURN LEFT FOR 0.6 MI. TO AN
 AH5283'IRON GATE AND TRACK RD. LEFT, TURN LEFT FOR 0.1 MI., THENCE LEAVE RD.
 AH5283'TO THE LEFT AND GO UP THE SW. SLOPE TO TOP AND THE STATION, ANOTHER
 AH5283'0.1 MI. APPROXIMATELY.
 AH5283'STATION MARK--STANDARD USGS TABLET CEMENTED IN LIMESTONE OUTCROPPING,
 AH5283'STAMPED---NIX-ET 1959---.
 AH5283
 AH5283                          STATION RECOVERY (2000)
 AH5283
 AH5283'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (LJL)
 AH5283'RECOVERED IN GOOD CONDITION.
 AH5283
 AH5283                          STATION RECOVERY (2006)
 AH5283
 AH5283'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2006 (EF)
 AH5283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1005 ***********************************************************************
 CA1005  DESIGNATION -  NIX TUSC MICROWAVE MAST
 CA1005  PID         -  CA1005
 CA1005  STATE/COUNTY-  TX/LAMPASAS
 CA1005  USGS QUAD   -  NIX (1959)
 CA1005
 CA1005                         *CURRENT SURVEY CONTROL
 CA1005  ___________________________________________________________________
 CA1005* NAD 83(1993)-  31 06 30.44272(N)    098 19 36.81536(W)     ADJUSTED  
 CA1005* NAVD 88     -                                                        
 CA1005  ___________________________________________________________________
 CA1005  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 CA1005  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 CA1005
 CA1005  HORZ ORDER  -  THIRD
 CA1005
 CA1005.The horizontal coordinates were established by classical geodetic methods
 CA1005.and adjusted by the National Geodetic Survey in February 1996..
 CA1005
 CA1005
 CA1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1005
 CA1005.The geoid height was determined by GEOID03.
 CA1005
 CA1005;                    North         East     Units Scale Factor Converg.
 CA1005;SPC TX C     - 3,161,555.710   891,373.691   MT  0.99988348   +1 02 00.4
 CA1005;SPC TX C     -10,372,537.36  2,924,448.52   sFT  0.99988348   +1 02 00.4
 CA1005;UTM  14      - 3,441,816.520   564,186.711   MT  0.99965082   +0 20 52.0
 CA1005
 CA1005                          SUPERSEDED SURVEY CONTROL
 CA1005
 CA1005  NAD 83(1986)-  31 06 30.45452(N)    098 19 36.80030(W) AD(       ) 4
 CA1005  NAD 27      -  31 06 29.84411(N)    098 19 35.68108(W) AD(       ) 3
 CA1005
 CA1005.Superseded values are not recommended for survey control.
 CA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1005.See file dsdata.txt to determine how the superseded data were derived.
 CA1005
 CA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV6418741817(NAD 83)
 CA1005_MARKER: 44 = MICROWAVE MAST
 CA1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA1005+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 CA1005
 CA1005  HISTORY     - Date     Condition        Report By
 CA1005  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA1005  HISTORY     - 20020420 GOOD             USPSQD
 CA1005
 CA1005                          STATION DESCRIPTION
 CA1005
 CA1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1005'THE STATION IS THE RED LIGHT ATOP THE NIX, TELEPHONE UTILITIES
 CA1005'SERVICE CORPORATION MICROWAVE MAST AND IS LOCATED ABOUT 9 MILES
 CA1005'WEST-NORTHWEST OF LAMPASAS, 9 MILES SOUTHEAST OF LOMETA, AND
 CA1005'2 MILES EAST OF THE SMALL SETTLEMENT OF NIX.  THE MAST IS
 CA1005'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED
 CA1005'AND WHITE WITH TWO MICROWAVE SCREENS JUST BELOW THE TOP, AND
 CA1005'200 FEET IN HEIGHT.
 CA1005
 CA1005                          STATION RECOVERY (2002)
 CA1005
 CA1005'RECOVERY NOTE BY US POWER SQUADRON 2002 (CG)
 CA1005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2095 ***********************************************************************
 AX2095  DESIGNATION -  NIXON
 AX2095  PID         -  AX2095
 AX2095  STATE/COUNTY-  TX/GONZALES
 AX2095  USGS QUAD   -  NIXON (1987)
 AX2095
 AX2095                         *CURRENT SURVEY CONTROL
 AX2095  ___________________________________________________________________
 AX2095* NAD 83(1993)-  29 16 05.86610(N)    097 46 05.86722(W)     ADJUSTED  
 AX2095* NAVD 88     -       121.52   (+/-2cm)     398.7    (feet)  VERTCON   
 AX2095  ___________________________________________________________________
 AX2095  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AX2095  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2095
 AX2095  HORZ ORDER  -  FIRST
 AX2095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2095
 AX2095.The horizontal coordinates were established by classical geodetic methods
 AX2095.and adjusted by the National Geodetic Survey in February 1996..
 AX2095
 AX2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2095.The vertical order pertains to the NGVD 29 superseded value.
 AX2095
 AX2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2095
 AX2095.The geoid height was determined by GEOID03.
 AX2095
 AX2095;                    North         East     Units Scale Factor Converg.
 AX2095;SPC TXSC     - 4,159,662.053   719,686.113   MT  0.99986391   +0 36 12.3
 AX2095;SPC TXSC     -13,647,157.92  2,361,170.19   sFT  0.99986391   +0 36 12.3
 AX2095;UTM  14      - 3,238,340.008   619,661.580   MT  0.99977669   +0 36 08.1
 AX2095
 AX2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2095!SPC TXSC     -   0.99998501  x   0.99986391  =   0.99984892
 AX2095!UTM  14      -   0.99998501  x   0.99977669  =   0.99976171
 AX2095
 AX2095:                Primary Azimuth Mark                     Grid Az
 AX2095:SPC TXSC     -  NIXON AZ MK                              026 26 14.0
 AX2095:UTM  14      -  NIXON AZ MK                              026 26 18.2
 AX2095
 AX2095|---------------------------------------------------------------------|
 AX2095| PID    Reference Object                     Distance      Geod. Az  |
 AX2095|                                                           dddmmss.s |
 AX2095| CV4936 NIXON AZ MK                                        0270226.3 |
 AX2095| AX2624 NIXON MUNICIPAL TANK                271.245 METERS 05418     |
 AX2095| AX2619 SAN ANTONIO HOUSTON AWY BCN 4       APPROX. 2.8 KM 1900343.3 |
 AX2095| AX2096 NIXON RM 1                           26.230 METERS 24715     |
 AX2095| AX2094 NIXON RM 2                           30.632 METERS 35516     |
 AX2095|---------------------------------------------------------------------|
 AX2095
 AX2095                          SUPERSEDED SURVEY CONTROL
 AX2095
 AX2095  NAD 83(1986)-  29 16 05.87381(N)    097 46 05.84983(W) AD(       ) 1
 AX2095  NAD 27      -  29 16 05.00400(N)    097 46 04.85600(W) AD(       ) 1
 AX2095  NGVD 29 (??/??/92)  121.48   (m)          398.6    (f) COMPUTED    2 0
 AX2095
 AX2095.Superseded values are not recommended for survey control.
 AX2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2095.See file dsdata.txt to determine how the superseded data were derived.
 AX2095
 AX2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT1966238340(NAD 83)
 AX2095_MARKER: DB = BENCH MARK DISK
 AX2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2095_STAMPING: NIXON 1943
 AX2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2095+STABILITY: SURFACE MOTION
 AX2095
 AX2095  HISTORY     - Date     Condition        Report By
 AX2095  HISTORY     - 1943     MONUMENTED       CGS
 AX2095  HISTORY     - 1943     GOOD             CGS
 AX2095  HISTORY     - 1961     POOR             USGS
 AX2095  HISTORY     - 1963     POOR             CGS
 AX2095
 AX2095                          STATION DESCRIPTION
 AX2095
 AX2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2095'THE STATION IS LOCATED ABOUT 0.2 MILE W OF THE BUSINESS
 AX2095'SECTION OF THE TOWN OF NIXON, ON PROPERTY OWNED BY HERMANN
 AX2095'LORENZ.  IT IS 0.05 MILE NE OF THE TEXACO SERVICE STATION
 AX2095'OPERATED BY HERMANN LORENZ, 50 FEET SW OF THE CENTER OF THE
 AX2095'PAVED ROAD, AND 75 FEET NW OF THE STREET INTERSECTION.  THE
 AX2095'DISK IS STAMPED NIXON 1943, AND PROJECTS 4 INCHES.
 AX2095'
 AX2095'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2095'DISKS SET IN CONCRETE.
 AX2095'
 AX2095'REFERENCE MARK NO. 1 IS W OF THE STATION, 1 FOOT NE OF A
 AX2095'TELEPHONE POLE, 30 FEET NW OF THE CENTER OF THE PAVED STREET,
 AX2095'AND 4 FEET SE OF A FENCE CORNER.  THE DISK IS STAMPED NIXON
 AX2095'NO. 1 1943, AND PROJECTS 2 INCHES.
 AX2095'
 AX2095'REFERENCE MARK NO. 2 IS N OF THE STATION, 1 FOOT SW OF A
 AX2095'TELEPHONE POLE, 50 FEET SE OF THE SE CORNER OF THE FRAME
 AX2095'HOUSE IN THE NW CORNER OF THE JUNCTION OF THE E-W, AND N-S
 AX2095'STREETS.  THE DISK IS STAMPED NIXON NO. 2 1943 AND PROJECTS 2
 AX2095'INCHES.
 AX2095'
 AX2095'THE AZIMUTH MARK IS ABOUT 0.4 MILE NE OF THE STATION, 150
 AX2095'FEET E OF A GREEN PAINTED FRAME HOUSE, 0.1 MILE E OF U.S.
 AX2095'HIGHWAY 80, 2 FEET SW OF A TELEPHONE POLE AND 20 FEET NW OF THE
 AX2095'CENTER OF THE DIRT STREET.  THE DISK IS STAMPED NIXON 1943,
 AX2095'AND PROJECTS 5 INCHES.  TO REACH FROM THE STATION GO NE ON
 AX2095'DIRT STREET FOR 0.3 MILE TO U.S. HIGHWAY 80, CROSS HIGHWAY
 AX2095'AND CONTINUE NE ON DIRT STREET FOR 0.1 MILE TO THE MARK ON
 AX2095'THE LEFT.
 AX2095'
 AX2095'TO REACH THE STATION FROM THE SOUTHWESTERN LUMBER COMPANYS
 AX2095'PLANT IN THE CENTER OF THE TOWN.  GO NW ON PAVED STREET FOR
 AX2095'0.2 MILE TO A CROSS STREET.  TURN LEFT AND CONTINUE ON PAVED
 AX2095'STREET FOR ABOUT 75 FEET TO THE STATION ON THE LEFT.
 AX2095'
 AX2095'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2095'
 AX2095'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX2095
 AX2095                          STATION RECOVERY (1943)
 AX2095
 AX2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX2095'IN NIXON.
 AX2095'BENCH MARK IS LOCATED IN THE W. SIDE OF THE TOWN OF NIXON NEAR THE
 AX2095'INTERSECTION OF CONGRESS STREET AND RANCHO ROAD, ABOUT 28 FEET E. OF
 AX2095'THE CENTERLINE OF RANCHO ROAD, 117 FEET S. OF THE CENTERLINE OF THE
 AX2095'INTERSECTION, 100.5 FEET S.E. OF REFERENCE NO.2, AND 86 FEET N.E. OF
 AX2095'REFERENCE NO. 1.
 AX2095
 AX2095                          STATION RECOVERY (1961)
 AX2095
 AX2095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX2095'TOP OF STATION MARK WAS BROKEN OFF, BUT POST WAS NOT MOVED.
 AX2095'STEM OF TABLET IS IN THE POST.  RMS AND AZIMUTH MARK HAVE
 AX2095'BEEN RECOVERED.
 AX2095
 AX2095                          STATION RECOVERY (1963)
 AX2095
 AX2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2095'STATION WAS RECOVERED IN POOR CONDITION.  THE TOP HAS BEEN
 AX2095'BROKEN OFF AND THE DISK IS GONE.  THE BOTTOM OF CONCRETE
 AX2095'IS INTACT.  REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AX2095'IN GOOD CONDITION AS DESCRIBED.  NO EFFORT MADE TO RECOVER THE
 AX2095'AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 AX2095'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2631 ***********************************************************************
 AX2631  DESIGNATION -  NIXON
 AX2631  PID         -  AX2631
 AX2631  STATE/COUNTY-  TX/GUADALUPE
 AX2631  USGS QUAD   -  BELMONT (1994)
 AX2631
 AX2631                         *CURRENT SURVEY CONTROL
 AX2631  ___________________________________________________________________
 AX2631* NAD 83(1993)-  29 34 05.87745(N)    097 41 51.70444(W)     ADJUSTED  
 AX2631* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AX2631  ___________________________________________________________________
 AX2631  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AX2631  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2631
 AX2631  HORZ ORDER  -  THIRD
 AX2631
 AX2631.The horizontal coordinates were established by classical geodetic methods
 AX2631.and adjusted by the National Geodetic Survey in February 1996..
 AX2631
 AX2631.The orthometric height was scaled from a topographic map.
 AX2631
 AX2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2631
 AX2631.The geoid height was determined by GEOID03.
 AX2631
 AX2631;                    North         East     Units Scale Factor Converg.
 AX2631;SPC TXSC     - 4,192,982.999   726,175.967   MT  0.99987151   +0 38 16.9
 AX2631;SPC TXSC     -13,756,478.39  2,382,462.32   sFT  0.99987151   +0 38 16.9
 AX2631;UTM  14      - 3,271,658.515   626,149.925   MT  0.99979636   +0 38 33.8
 AX2631
 AX2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2631!SPC TXSC     -   0.99997614  x   0.99987151  =   0.99984766
 AX2631!UTM  14      -   0.99997614  x   0.99979636  =   0.99977251
 AX2631
 AX2631:                Primary Azimuth Mark                     Grid Az
 AX2631:SPC TXSC     -  CAPOTE                                   227 13 46.8
 AX2631:UTM  14      -  CAPOTE                                   227 13 29.9
 AX2631
 AX2631|---------------------------------------------------------------------|
 AX2631| PID    Reference Object                     Distance      Geod. Az  |
 AX2631|                                                           dddmmss.s |
 AX2631| AX2623 CAPOTE                              APPROX.12.2 KM 2275203.7 |
 AX2631|---------------------------------------------------------------------|
 AX2631
 AX2631                          SUPERSEDED SURVEY CONTROL
 AX2631
 AX2631  NAD 83(1986)-  29 34 05.88761(N)    097 41 51.68959(W) AD(       ) 3
 AX2631  NAD 27      -  29 34 05.05189(N)    097 41 50.69702(W) AD(       ) 3
 AX2631
 AX2631.Superseded values are not recommended for survey control.
 AX2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2631.See file dsdata.txt to determine how the superseded data were derived.
 AX2631
 AX2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT2615071659(NAD 83)
 AX2631
 AX2631  HISTORY     - Date     Condition        Report By
 AX2631  HISTORY     - UNK      MONUMENTED
 AX2631  HISTORY     - 1963     GOOD             USGS
 AX2631  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2631
 AX2631                          STATION DESCRIPTION
 AX2631
 AX2631'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2631'NEAR THE BOUNDARY LINE OF GUADALUPE COUNTY, ABOUT 5 MI. N. OF BELMONT
 AX2631'AND ABOUT 1 MI. S. OF WILLIAM NIXONS PLACE, ON THE HIGHEST HILL IN
 AX2631'THE VICINITY.
 AX2631'
 AX2631'RECOVERED AND REDESCRIBED AS FOLLOWS
 AX2631'
 AX2631'STATION LOCATED ON A PROMINENT WOODED HILL 3 MI. NW. OF BELMONT.
 AX2631'TABLET IS 12 FT. NNE. FROM W. POINT OF ROCKY PEAK AND 2 FT. LOWER
 AX2631'THAN.
 AX2631'
 AX2631'FROM HIGHWAY JUNCTION IN BELMONT, GO W. 3 MI. ALONG U.S. HIGHWAY 90A,
 AX2631'TURN RIGHT AND GO N. 1.6 MI. ON COUNTY RD., TURN RIGHT AND GO E. 0.6
 AX2631'MI. TO LOCKED GATE.  CONTINUE NORTHEASTERLY ALONG TRACK RD. 1.6 MI.
 AX2631'(PASSING FARM HOUSE AT 0.7 MI. AND STOCK POND AT 1.4 MI.), WALK SE.
 AX2631'1000 FT. AND STATION.  A BRONZE TABLET SET IN DRILL HOLE, UNCEMENTED,
 AX2631'PROJECTS 0.1 FT. (A LOW CIRCULAR ROCK WALL NOW SURROUNDS TABLET).
 AX2631'
 AX2631'STATION MARK--BRONZE TABLET SET IN A STONE AND BURIED 6 IN. BELOW
 AX2631'SURFACE OF THE GROUND.
 AX2631
 AX2631                          STATION RECOVERY (1993)
 AX2631
 AX2631'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2624 ***********************************************************************
 AX2624  DESIGNATION -  NIXON MUNICIPAL TANK
 AX2624  PID         -  AX2624
 AX2624  STATE/COUNTY-  TX/GONZALES
 AX2624  USGS QUAD   -  NIXON (1987)
 AX2624
 AX2624                         *CURRENT SURVEY CONTROL
 AX2624  ___________________________________________________________________
 AX2624* NAD 83(1993)-  29 16 11.00617(N)    097 45 57.70705(W)     ADJUSTED  
 AX2624* NAVD 88     -                                                        
 AX2624  ___________________________________________________________________
 AX2624  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AX2624  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2624
 AX2624  HORZ ORDER  -  THIRD
 AX2624
 AX2624.The horizontal coordinates were established by classical geodetic methods
 AX2624.and adjusted by the National Geodetic Survey in February 1996..
 AX2624
 AX2624
 AX2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2624
 AX2624.The geoid height was determined by GEOID03.
 AX2624
 AX2624;                    North         East     Units Scale Factor Converg.
 AX2624;SPC TXSC     - 4,159,822.602   719,904.694   MT  0.99986389   +0 36 16.3
 AX2624;SPC TXSC     -13,647,684.65  2,361,887.32   sFT  0.99986389   +0 36 16.3
 AX2624;UTM  14      - 3,238,500.539   619,880.146   MT  0.99977733   +0 36 12.2
 AX2624
 AX2624                          SUPERSEDED SURVEY CONTROL
 AX2624
 AX2624  NAD 83(1986)-  29 16 11.01386(N)    097 45 57.68966(W) AD(       ) 4
 AX2624  NAD 27      -  29 16 10.14000(N)    097 45 56.70000(W) AD(       ) 3
 AX2624
 AX2624.Superseded values are not recommended for survey control.
 AX2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2624.See file dsdata.txt to determine how the superseded data were derived.
 AX2624
 AX2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT1988038501(NAD 83)
 AX2624_MARKER: 53 = ELEVATED TANK
 AX2624
 AX2624  HISTORY     - Date     Condition        Report By
 AX2624  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2624  HISTORY     - 1963     GOOD             CGS
 AX2624
 AX2624                          STATION DESCRIPTION
 AX2624
 AX2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2624'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY WATER
 AX2624'SUPPLY, LOCATED 1 BLOCK N OF THE RAILROAD STATION, AND JUST
 AX2624'N OF THE SOUTHWESTERN LUMBER COMPANYS PLANT.  IT IS A FOUR-LEGGED
 AX2624'STEEL STRUCTURE PAINTED ALUMINUM, WITH THE RED LETTERING NIXON
 AX2624'PAINTED ON THE N, S, E, AND W SIDES.  THE TANK IS ABOUT 110
 AX2624'FEET HIGH.  POINT OBSERVED UPON, THE FINIAL ON THE APEX OF
 AX2624'THE ROOF.
 AX2624
 AX2624                          STATION RECOVERY (1963)
 AX2624
 AX2624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2624'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AX2624'
 AX2624'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2096 ***********************************************************************
 AX2096  DESIGNATION -  NIXON RM 1
 AX2096  PID         -  AX2096
 AX2096  STATE/COUNTY-  TX/GONZALES
 AX2096  USGS QUAD   -  NIXON (1987)
 AX2096
 AX2096                         *CURRENT SURVEY CONTROL
 AX2096  ___________________________________________________________________
 AX2096* NAD 83(1986)-  29 16 05.     (N)    097 46 04.     (W)     SCALED    
 AX2096* NAVD 88     -       121.55   (+/-2cm)     398.8    (feet)  VERTCON   
 AX2096  ___________________________________________________________________
 AX2096  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2096
 AX2096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2096
 AX2096.The horizontal coordinates were scaled from a topographic map and have
 AX2096.an estimated accuracy of +/- 6 seconds.
 AX2096
 AX2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2096.The vertical order pertains to the NGVD 29 superseded value.
 AX2096
 AX2096.The geoid height was determined by GEOID03.
 AX2096
 AX2096;                    North         East    Units  Estimated Accuracy
 AX2096;SPC TXSC     - 4,159,640.      719,740.      MT  (+/- 180 meters Scaled)
 AX2096
 AX2096                          SUPERSEDED SURVEY CONTROL
 AX2096
 AX2096  NGVD 29 (??/??/92)  121.511  (m)          398.66   (f) ADJ UNCH    2 0
 AX2096
 AX2096.Superseded values are not recommended for survey control.
 AX2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2096.See file dsdata.txt to determine how the superseded data were derived.
 AX2096
 AX2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT197383(NAD 83)
 AX2096_MARKER: DB = BENCH MARK DISK
 AX2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2096_STAMPING: NIXON REF. NO.1 1943
 AX2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2096+STABILITY: SURFACE MOTION
 AX2096
 AX2096  HISTORY     - Date     Condition        Report By
 AX2096  HISTORY     - 1943     MONUMENTED       CGS
 AX2096
 AX2096                          STATION DESCRIPTION
 AX2096
 AX2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2096'IN NIXON.
 AX2096'BENCH MARK IS LOCATED IN THE W. SIDE OF THE TOWN OF NIXON, NEAR THE
 AX2096'INTERSECTION OF CONGRESS STREET AND RANCHO ROAD, ABOUT 26.5 FEET W. OF
 AX2096'THE CENTERLINE OF RANCHO ROAD, 184 FEET S. OF THE INTERSECTION, 151
 AX2096'FEET S. OF REFERENCE NO.2, 86 FEET S.W. OF TRIANGULATION STATION
 AX2096'NIXON, AND 2 FEET N. OF A TELEPHONE POLE.  MARK PROJECTS ABOUT 0.3
 AX2096'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2094 ***********************************************************************
 AX2094  DESIGNATION -  NIXON RM 2
 AX2094  PID         -  AX2094
 AX2094  STATE/COUNTY-  TX/GONZALES
 AX2094  USGS QUAD   -  NIXON (1987)
 AX2094
 AX2094                         *CURRENT SURVEY CONTROL
 AX2094  ___________________________________________________________________
 AX2094* NAD 83(1986)-  29 16 07.     (N)    097 46 02.     (W)     SCALED    
 AX2094* NAVD 88     -       121.74   (+/-2cm)     399.4    (feet)  VERTCON   
 AX2094  ___________________________________________________________________
 AX2094  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2094
 AX2094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2094
 AX2094.The horizontal coordinates were scaled from a topographic map and have
 AX2094.an estimated accuracy of +/- 6 seconds.
 AX2094
 AX2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2094.The vertical order pertains to the NGVD 29 superseded value.
 AX2094
 AX2094.The geoid height was determined by GEOID03.
 AX2094
 AX2094;                    North         East    Units  Estimated Accuracy
 AX2094;SPC TXSC     - 4,159,700.      719,790.      MT  (+/- 180 meters Scaled)
 AX2094
 AX2094                          SUPERSEDED SURVEY CONTROL
 AX2094
 AX2094  NGVD 29 (??/??/92)  121.700  (m)          399.28   (f) ADJ UNCH    2 0
 AX2094
 AX2094.Superseded values are not recommended for survey control.
 AX2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2094.See file dsdata.txt to determine how the superseded data were derived.
 AX2094
 AX2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT197383(NAD 83)
 AX2094_MARKER: DB = BENCH MARK DISK
 AX2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2094_STAMPING: NIXON NO.2 1943
 AX2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2094+STABILITY: SURFACE MOTION
 AX2094
 AX2094  HISTORY     - Date     Condition        Report By
 AX2094  HISTORY     - 1943     MONUMENTED       CGS
 AX2094
 AX2094                          STATION DESCRIPTION
 AX2094
 AX2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2094'IN NIXON.
 AX2094'BENCH MARK IS LOCATED IN THE WEST SIDE OF THE TOWN OF NIXON, NEAR THE
 AX2094'INTERSECTION OF CONGRESS STREET AND RANCHO ROAD, ABOUT 26.5 FEET W. OF
 AX2094'THE CENTERLINE OF RANCHO ROAD, 33 FEET S. OF THE CENTERLINE OF THE
 AX2094'INTERSECTION, 100.5 FEET N.W. OF TRIANGULATION STATION NIXON, AND
 AX2094'151.5 FEET N. OF REFERENCE NO. 1.  MARK PROJECTS ABOUT 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0735 ***********************************************************************
 CV0735  DESIGNATION -  NN 712 RESET
 CV0735  PID         -  CV0735
 CV0735  STATE/COUNTY-  TX/MIDLAND
 CV0735  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0735
 CV0735                         *CURRENT SURVEY CONTROL
 CV0735  ___________________________________________________________________
 CV0735* NAD 83(1986)-  32 00 46.     (N)    102 02 28.     (W)     SCALED    
 CV0735* NAVD 88     -       838.167  (meters)    2749.89   (feet)  ADJUSTED  
 CV0735  ___________________________________________________________________
 CV0735  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CV0735  DYNAMIC HT  -         836.990 (meters)    2746.02  (feet)  COMP
 CV0735  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 CV0735
 CV0735  VERT ORDER  -  FIRST     CLASS II
 CV0735
 CV0735.The horizontal coordinates were scaled from a topographic map and have
 CV0735.an estimated accuracy of +/- 6 seconds.
 CV0735
 CV0735.The orthometric height was determined by differential leveling
 CV0735.and adjusted by the National Geodetic Survey in June 1991..
 CV0735
 CV0735.The geoid height was determined by GEOID03.
 CV0735
 CV0735.The dynamic height is computed by dividing the NAVD 88
 CV0735.geopotential number by the normal gravity value computed on the
 CV0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0735.degrees latitude (g = 980.6199 gals.).
 CV0735
 CV0735.The modeled gravity was interpolated from observed gravity values.
 CV0735
 CV0735;                    North         East    Units  Estimated Accuracy
 CV0735;SPC TX C     - 3,261,330.      538,650.      MT  (+/- 180 meters Scaled)
 CV0735
 CV0735                          SUPERSEDED SURVEY CONTROL
 CV0735
 CV0735.No superseded survey control is available for this station.
 CV0735
 CV0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR794456(NAD 83)
 CV0735_MARKER: DB = BENCH MARK DISK
 CV0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0735_STAMPING: NN 712 RESET 1963
 CV0735_MARK LOGO: CGS   
 CV0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0735+STABILITY: POSITION/ELEVATION WELL
 CV0735
 CV0735  HISTORY     - Date     Condition        Report By
 CV0735  HISTORY     - 1963     MONUMENTED       TXHD
 CV0735  HISTORY     - 1982     GOOD             NGS
 CV0735  HISTORY     - 20000402 MARK NOT FOUND   LOCSUR
 CV0735
 CV0735                          STATION DESCRIPTION
 CV0735
 CV0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0735'3.5 KM (2.15 MI) NE FROM MIDLAND.
 CV0735'3.5 KM (2.15 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CV0735'FROM THE POST OFFICE IN MIDLAND, IN TOP OF AND 3.0 METERS (10.0 FT)
 CV0735'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A
 CV0735'MULTI-BOX CULVERT OF MIDLAND DRAW, 20.1 METERS (65.9 FT) NORTHWEST OF
 CV0735'THE NEAR RAIL AND 6.7 METERS (22.0 FT) SOUTHEAST OF THE CENTERLINE OF
 CV0735'THE EAST BOUND LANES OF U. S. HIGHWAY 80.
 CV0735
 CV0735                          STATION RECOVERY (2000)
 CV0735
 CV0735'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CV0735'BRIDGE OF US HIGHWAY (NOW KNOWN AS BUSINESS 20) OVER MIDLAND DRAW HAS
 CV0735'RECENTLY BEEN REPLACED BY TXDOT.  NO EVIDENCE OF MARK IN NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2722 ***********************************************************************
 AW2722  DESIGNATION -  NO 1
 AW2722  PID         -  AW2722
 AW2722  STATE/COUNTY-  TX/GALVESTON
 AW2722  USGS QUAD   -  TEXAS CITY (1994)
 AW2722
 AW2722                         *CURRENT SURVEY CONTROL
 AW2722  ___________________________________________________________________
 AW2722* NAD 83(1986)-  29 29 22.     (N)    094 58 48.     (W)     SCALED    
 AW2722* NAVD 88     -         3.75   (+/-2cm)      12.3    (feet)  VERTCON   
 AW2722  ___________________________________________________________________
 AW2722  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW2722
 AW2722  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2722
 AW2722.The horizontal coordinates were scaled from a topographic map and have
 AW2722.an estimated accuracy of +/- 6 seconds.
 AW2722
 AW2722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2722.The vertical order pertains to the NGVD 29 superseded value.
 AW2722
 AW2722.The geoid height was determined by GEOID03.
 AW2722
 AW2722;                    North         East    Units  Estimated Accuracy
 AW2722;SPC TXSC     - 4,190,240.      989,720.      MT  (+/- 180 meters Scaled)
 AW2722
 AW2722                          SUPERSEDED SURVEY CONTROL
 AW2722
 AW2722  NGVD 29 (??/??/92)    3.746  (m)           12.29   (f) ADJ UNCH    1 2
 AW2722
 AW2722.Superseded values are not recommended for survey control.
 AW2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2722.See file dsdata.txt to determine how the superseded data were derived.
 AW2722
 AW2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN080638(NAD 83)
 AW2722_MARKER: B = BOLT
 AW2722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2722_SP_SET: WELL CASING
 AW2722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2722
 AW2722  HISTORY     - Date     Condition        Report By
 AW2722  HISTORY     - UNK      MONUMENTED       LOCENG
 AW2722  HISTORY     - 1964     GOOD             NGS
 AW2722  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 AW2722  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW2722
 AW2722                          STATION DESCRIPTION
 AW2722
 AW2722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2722'9.05 MI SE FROM KEMAH.
 AW2722'ABOUT 5.95 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST
 AW2722'OFFICE AT KEMAH, THENCE 1.9 MILES NORTHEAST ALONG FARM ROAD 517,
 AW2722'THENCE 0.25 MILE NORTH ALONG A SHELL ROAD, THENCE 0.05 MILE WEST ALONG
 AW2722'A SHELL ROAD, THENCE 0.45 MILE NORTHWEST ALONG AN ABANDONED TRAIL
 AW2722'ROAD, THENCE ABOUT 0.45 MILE SOUTHWEST ACROSS PASTURE LAND, ABOUT 0.3
 AW2722'MILE SOUTHWEST OF AN OLD CONCRETE STOCK WATER TANK, ABOUT 133 YARDS
 AW2722'SOUTHEAST OF A FENCE, THE TOP OF A 3/4-INCH BRASS BOLT IN THE TOP OF
 AW2722'AN OIL WELL CASING FILLED WITH CONCRETE AND ENCASED IN AN 18-INCH
 AW2722'CONCRETE TILE WITH A WOODEN LEAD, 1 FOOT SOUTH OF A 2-INCH PIPE WHICH
 AW2722'PROJECTS 5 FEET, 2001 FEET OF 10 5/8-INCH CASING, AND ABOUT 0.8 FOOT
 AW2722'BELOW THE LEVEL OF THE GROUND.
 AW2722
 AW2722                          STATION RECOVERY (1999)
 AW2722
 AW2722'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2722'MARK NOT FOUND.
 AW2722
 AW2722                          STATION RECOVERY (2004)
 AW2722
 AW2722'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2772 ***********************************************************************
 CS2772  DESIGNATION -  NO 1 USE 1947
 CS2772  PID         -  CS2772
 CS2772  STATE/COUNTY-  TX/DALLAS
 CS2772  USGS QUAD   -  SEAGOVILLE (1973)
 CS2772
 CS2772                         *CURRENT SURVEY CONTROL
 CS2772  ___________________________________________________________________
 CS2772* NAD 83(1993)-  32 37 36.58400(N)    096 36 55.34794(W)     ADJUSTED  
 CS2772* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 CS2772  ___________________________________________________________________
 CS2772  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 CS2772  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CS2772
 CS2772  HORZ ORDER  -  THIRD
 CS2772
 CS2772.The horizontal coordinates were established by classical geodetic methods
 CS2772.and adjusted by the National Geodetic Survey in February 1996..
 CS2772.No horizontal observational check was made to the station.
 CS2772
 CS2772.The orthometric height was scaled from a topographic map.
 CS2772
 CS2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2772
 CS2772.The geoid height was determined by GEOID03.
 CS2772
 CS2772;                    North         East     Units Scale Factor Converg.
 CS2772;SPC TXNC     - 2,108,058.857   776,834.816   MT  0.99989993   +1 01 40.3
 CS2772;SPC TXNC     - 6,916,189.77  2,548,665.56   sFT  0.99989993   +1 01 40.3
 CS2772;UTM  14      - 3,612,429.422   723,722.050   MT  1.00021722   +1 17 10.5
 CS2772
 CS2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2772!SPC TXNC     -   0.99998634  x   0.99989993  =   0.99988627
 CS2772!UTM  14      -   0.99998634  x   1.00021722  =   1.00020355
 CS2772
 CS2772                          SUPERSEDED SURVEY CONTROL
 CS2772
 CS2772  NAD 83(1986)-  32 37 36.59113(N)    096 36 55.33010(W) AD(       ) 3
 CS2772  NAD 27      -  32 37 36.10800(N)    096 36 54.35900(W) AD(       ) 3
 CS2772
 CS2772.Superseded values are not recommended for survey control.
 CS2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2772.See file dsdata.txt to determine how the superseded data were derived.
 CS2772
 CS2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2372212429(NAD 83)
 CS2772
 CS2772  HISTORY     - Date     Condition        Report By
 CS2772  HISTORY     - UNK      MONUMENTED
 CS2772  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CS2772
 CS2772                          STATION DESCRIPTION
 CS2772
 CS2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2772'THE STATION MARK, REFERENCE MARK NO. 1 NO 2 AND AZIMUTH MARK
 CS2772'WERE RECOVERED IN GOOD CONDITION.  THIS AZIMUTH MARK WAS
 CS2772'REPORTED DESTROYED IN THE 1958 RECOVERY NOTE.  THE STATION
 CS2772'IS NOW ON LAND OWNED BY MR. R.E. FULLER.  A NEW TO REACHED
 CS2772'FOLLOW.
 CS2772'
 CS2772'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH IN WILMER,
 CS2772'GO NORTHEASTERLY ON BELT LINE ROAD FOR 4.0 MILES TO BRIDGE
 CS2772'OVER TRINITY-RIVER, CONTINUE ON BELT LINE ROAD FOR 1.0 MILES
 CS2772'TO A SIDE ROAD RIGHT.  HERE TURN LEFT THROUGH WIRE GATE AND
 CS2772'FOLLOW FIELD ROAD FOR 0.1 MILE TO ANOTHER WIRE GATE ON LEFT.
 CS2772'TURN LEFT THROUGH WIRE GATE, THAN SHARP LEFT AND FOLLOW FIELD
 CS2772'ROAD FOR 0.15 MILE TO SLOUGH AND ANOTHER WIRE GATE ON LEFT,
 CS2772'GO THROUGH GATE FOR ABOUT 25 YARDS TO STATION.
 CS2772'
 CS2772'TO REACH AZIMUTH MARK FROM BELT LINE ROAD AND SIMONDS ROAD,
 CS2772'GO EAST ON SIMONDS ROAD FOR 0.4 MILE TO AZIMUTH MARK ON
 CS2772'RIGHT IN FENCE LINE.  IT IS 45 FEET SOUTH OF CENTER LINE
 CS2772'OF SIMONDS ROAD, 1 FOOT NORTH OF FENCE LINE AND ABOUT 30 YARDS
 CS2772'FROM A SMALL BUILDING ACROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7577 ***********************************************************************
 DF7577  SACS        -  This is a Secondary Airport Control Station.
 DF7577  DESIGNATION -  NO 102
 DF7577  PID         -  DF7577
 DF7577  STATE/COUNTY-  TX/HILL
 DF7577  USGS QUAD   -  HILLSBORO EAST (1978)
 DF7577
 DF7577                         *CURRENT SURVEY CONTROL
 DF7577  ___________________________________________________________________
 DF7577* NAD 83(1993)-  32 04 41.80723(N)    097 05 44.08938(W)     ADJUSTED  
 DF7577* NAVD 88     -       205.57   (meters)     674.4    (feet)  GPS OBS   
 DF7577  ___________________________________________________________________
 DF7577  X           -    -668,221.040 (meters)                     COMP
 DF7577  Y           -  -5,368,175.018 (meters)                     COMP
 DF7577  Z           -   3,367,884.377 (meters)                     COMP
 DF7577  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 DF7577  ELLIP HEIGHT-         178.54  (meters)          (09/03/03) GPS OBS
 DF7577  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DF7577
 DF7577  HORZ ORDER  -  FIRST
 DF7577  ELLP ORDER  -  FOURTH    CLASS II
 DF7577
 DF7577.This mark is at Hillboro Municipal Airport (5T5)
 DF7577
 DF7577.The horizontal coordinates were established by GPS observations
 DF7577.and adjusted by the National Geodetic Survey in September 2003..
 DF7577
 DF7577.The orthometric height was determined by GPS observations and a
 DF7577.high-resolution geoid model.
 DF7577
 DF7577.GPS derived orthometric heights for airport stations designated as
 DF7577.PACS or SACS are published to 2 decimal places.  This maintains
 DF7577.centimeter relative accuracy between the PACS and SACS.  It does
 DF7577.not indicate centimeter accuracy relative to other marks which are
 DF7577.part of the NAVD 88 network.
 DF7577
 DF7577.Photographs are available for this station.
 DF7577
 DF7577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7577
 DF7577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7577
 DF7577.The ellipsoidal height was determined by GPS observations
 DF7577.and is referenced to NAD 83.
 DF7577
 DF7577.The geoid height was determined by GEOID03.
 DF7577
 DF7577;                    North         East     Units Scale Factor Converg.
 DF7577;SPC TXNC     - 2,046,531.713   732,593.281   MT  1.00001570   +0 45 57.5
 DF7577;SPC TXNC     - 6,714,329.46  2,403,516.46   sFT  1.00001570   +0 45 57.5
 DF7577;UTM  14      - 3,550,699.266   679,744.153   MT  0.99999845   +1 00 42.0
 DF7577
 DF7577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7577!SPC TXNC     -   0.99997197  x   1.00001570  =   0.99998767
 DF7577!UTM  14      -   0.99997197  x   0.99999845  =   0.99997042
 DF7577
 DF7577                          SUPERSEDED SURVEY CONTROL
 DF7577
 DF7577.No superseded survey control is available for this station.
 DF7577
 DF7577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7974450699(NAD 83)
 DF7577_MARKER: DD = SURVEY DISK
 DF7577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7577_STAMPING: NO 102
 DF7577_PROJECTION: PROJECTING 10 CENTIMETERS
 DF7577_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7577+STABILITY: SURFACE MOTION
 DF7577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7577+SATELLITE: SATELLITE OBSERVATIONS - April 31, 2003
 DF7577
 DF7577  HISTORY     - Date     Condition        Report By
 DF7577  HISTORY     - 1997     MONUMENTED       TX3210
 DF7577  HISTORY     - 20030431 GOOD             NGS
 DF7577
 DF7577                          STATION DESCRIPTION
 DF7577
 DF7577'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF7577'THE STATION IS LOCATED ON THE HILLSBORO MUNICIPAL AIRPORT, 5-MILES
 DF7577'NORTH OF HILLSBORO,
 DF7577'AT THE SOUTH END OF THE RUNWAY, WEST OF AND IN LINE WITH THE RUNWAY
 DF7577'END LIGHTS.
 DF7577'OWNERSHIP--CITY OF HILLSBORO, PO BOX 568 HILLSBORO, 76645, 254 582
 DF7577'3271.  AIRPORT PHONE
 DF7577'NUMBER--254 582 3731.
 DF7577'TO REACH THE STATION FROM THE JUNCTION OF I35 AND THE OVERPASS OF
 DF7577'STATE HIGHWAYS 22
 DF7577'AND 171 IN HILLSBORO.  GO 3.1 MILES NORTH ON I35, THEN CONTINUE NORTH
 DF7577'ON I35W (FORT
 DF7577'WORTH ROUTE) FOR 3.0 MILES TO EXIT 3 ON THE RIGHT,  GO NORTH ON THE
 DF7577'EXIT RAMP FOR 0.1 MILE
 DF7577'TO A TURN-BACK ROAD ON THE RIGHT, TURN AND GO SOUTHERLY 0.8 MILE ALONG
 DF7577'HCR 42383
 DF7577'TO AIRPORT BOULIVARD, TURN RIGHT, SOUTH, GO 0.5 MILE TO THE AIRPORT
 DF7577'OFFICE AND A FIELD
 DF7577'ENTRANCE GATE ON THE RIGHT,  NORTH,  PASS THRU THE GATE AND TURN
 DF7577'RIGHT, EAST, GO 0.1 MILE
 DF7577' EASTERLY ACROSS AN APRON AND THEN ALONG A TAXIWAY TO THE RUNWAY, TURN
 DF7577'RIGHT, SOUTH,
 DF7577'GO 0.5 MILE ALONG THE RUNWAY TO ITS END AND THE STATION ON THE RIGHT,
 DF7577'THE STATION IS 33.5 M WEST OF THE EXTENDED CENTER OF THE RUNWAY, 21.3
 DF7577'M WEST OF THE
 DF7577'WEST 1 OF 6 RUNWAY END LIGHTS. 8.2 M SOUTH OF AND LEVEL WITH A TAXI
 DF7577'CENTER LINE  AND THE
 DF7577'MONUMENT PROJECTS 0.1 M ABOVE THE GROUND.  NOTE-- THIS IS A SECONDARY
 DF7577'AIRPORT CONTROL
 DF7577'STATION, (SACS)
 DF7577'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7578 ***********************************************************************
 DF7578  SACS        -  This is a Secondary Airport Control Station.
 DF7578  DESIGNATION -  NO 103
 DF7578  PID         -  DF7578
 DF7578  STATE/COUNTY-  TX/HILL
 DF7578  USGS QUAD   -  HILLSBORO EAST (1978)
 DF7578
 DF7578                         *CURRENT SURVEY CONTROL
 DF7578  ___________________________________________________________________
 DF7578* NAD 83(1993)-  32 05 19.64912(N)    097 05 58.47265(W)     ADJUSTED  
 DF7578* NAVD 88     -       208.55   (meters)     684.2    (feet)  GPS OBS   
 DF7578  ___________________________________________________________________
 DF7578  X           -    -668,519.160 (meters)                     COMP
 DF7578  Y           -  -5,367,516.503 (meters)                     COMP
 DF7578  Z           -   3,368,873.575 (meters)                     COMP
 DF7578  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 DF7578  ELLIP HEIGHT-         181.50  (meters)          (09/03/03) GPS OBS
 DF7578  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DF7578
 DF7578  HORZ ORDER  -  FIRST
 DF7578  ELLP ORDER  -  FOURTH    CLASS II
 DF7578
 DF7578.This mark is at Hillboro Municipal Airport (5T5)
 DF7578
 DF7578.The horizontal coordinates were established by GPS observations
 DF7578.and adjusted by the National Geodetic Survey in September 2003..
 DF7578
 DF7578.The orthometric height was determined by GPS observations and a
 DF7578.high-resolution geoid model.
 DF7578
 DF7578.GPS derived orthometric heights for airport stations designated as
 DF7578.PACS or SACS are published to 2 decimal places.  This maintains
 DF7578.centimeter relative accuracy between the PACS and SACS.  It does
 DF7578.not indicate centimeter accuracy relative to other marks which are
 DF7578.part of the NAVD 88 network.
 DF7578
 DF7578.Photographs are available for this station.
 DF7578
 DF7578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7578
 DF7578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7578
 DF7578.The ellipsoidal height was determined by GPS observations
 DF7578.and is referenced to NAD 83.
 DF7578
 DF7578.The geoid height was determined by GEOID03.
 DF7578
 DF7578;                    North         East     Units Scale Factor Converg.
 DF7578;SPC TXNC     - 2,047,692.208   732,200.559   MT  1.00001263   +0 45 49.6
 DF7578;SPC TXNC     - 6,718,136.85  2,402,228.00   sFT  1.00001263   +0 45 49.6
 DF7578;UTM  14      - 3,551,858.045   679,346.461   MT  0.99999668   +1 00 35.4
 DF7578
 DF7578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7578!SPC TXNC     -   0.99997150  x   1.00001263  =   0.99998413
 DF7578!UTM  14      -   0.99997150  x   0.99999668  =   0.99996818
 DF7578
 DF7578                          SUPERSEDED SURVEY CONTROL
 DF7578
 DF7578.No superseded survey control is available for this station.
 DF7578
 DF7578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7934651858(NAD 83)
 DF7578_MARKER: DD = SURVEY DISK
 DF7578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7578_STAMPING: 103 1997
 DF7578_PROJECTION: PROJECTING 10 CENTIMETERS
 DF7578_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7578+STABILITY: SURFACE MOTION
 DF7578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7578+SATELLITE: SATELLITE OBSERVATIONS - April 31, 2003
 DF7578
 DF7578  HISTORY     - Date     Condition        Report By
 DF7578  HISTORY     - 1997     MONUMENTED       TX3210
 DF7578  HISTORY     - 20030431 GOOD             NGS
 DF7578
 DF7578                          STATION DESCRIPTION
 DF7578
 DF7578'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF7578'THE STATION IS LOCATED ON THE HILLSBORO MUNICIPAL AIRPORT, 5-MILES
 DF7578'NORTH OF HILLSBORO,
 DF7578'AT THE NORTH END OF THE RUNWAY, WEST OF AND IN LINE WITH THE RUNWAY
 DF7578'END LIGHTS.
 DF7578'OWNERSHIP--CITY OF HILLSBORO, PO BOX 568 HILLSBORO, 76645, 254 582
 DF7578'3271.  AIRPORT PHONE
 DF7578'NUMBER--254 582 3731.
 DF7578'TO REACH THE STATION FROM THE JUNCTION OF I35 AND THE OVERPASS OF
 DF7578'STATE HIGHWAYS 22
 DF7578'AND 171 IN HILLSBORO.  GO 3.1 MILES NORTH ON I35, THEN CONTINUE NORTH
 DF7578'ON I35W (FORT
 DF7578'WORTH ROUTE) FOR 3.0 MILES TO EXIT 3 ON THE RIGHT,  GO NORTH ON THE
 DF7578'EXIT RAMP FOR 0.1 MILE
 DF7578'TO A TURN-BACK ROAD ON THE RIGHT, TURN AND GO SOUTHERLY 0.8 MILE ALONG
 DF7578'HCR 42383
 DF7578'TO AIRPORT BOULIVARD, TURN RIGHT, SOUTH, GO 0.5 MILE TO THE AIRPORT
 DF7578'OFFICE AND A FIELD
 DF7578'ENTRANCE GATE ON THE RIGHT,  NORTH,  PASS THRU THE GATE AND GO 0.4
 DF7578'MILE NORTHERLY
 DF7578'CROSSING AN APRON AND THEN ALONG A TAXIWAY TO THE NORTH END OF THE
 DF7578'RUNWAY AND THE
 DF7578'STATION ON THE LEFT.
 DF7578'THE STATION IS 33.5 M WEST OF THE EXTENDED CENTER OF THE RUNWAY, 21.3
 DF7578'M WEST OF THE
 DF7578'WEST 1 OF 6 RUNWAY END LIGHTS. 8.0 M NORTH OF AND LEVEL WITH A TAXI
 DF7578'CENTER LINE  AND THE
 DF7578'MONUMENT PROJECTS 0.1 M ABOVE THE GROUND.  NOTE-- THIS IS A SECONDARY
 DF7578'AIRPORT CONTROL
 DF7578'STATION, (SACS)
 DF7578'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1471 ***********************************************************************
 AB1471  DESIGNATION -  NO 13 USE 1950
 AB1471  PID         -  AB1471
 AB1471  STATE/COUNTY-  TX/KENEDY
 AB1471  USGS QUAD   -  POTRERO LOPENO NW (1975)
 AB1471
 AB1471                         *CURRENT SURVEY CONTROL
 AB1471  ___________________________________________________________________
 AB1471* NAD 83(1993)-  26 56 02.69958(N)    097 28 06.44295(W)     ADJUSTED  
 AB1471* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1471  ___________________________________________________________________
 AB1471  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AB1471  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AB1471
 AB1471  HORZ ORDER  -  THIRD
 AB1471
 AB1471.The horizontal coordinates were established by classical geodetic methods
 AB1471.and adjusted by the National Geodetic Survey in February 1996..
 AB1471
 AB1471.The orthometric height was scaled from a topographic map.
 AB1471
 AB1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1471
 AB1471.The geoid height was determined by GEOID03.
 AB1471
 AB1471;                    North         East     Units Scale Factor Converg.
 AB1471;SPC TX S     - 5,140,837.547   402,433.531   MT  0.99989547   +0 28 06.0
 AB1471;SPC TX S     -16,866,231.19  1,320,317.34   sFT  0.99989547   +0 28 06.0
 AB1471;UTM  14      - 2,980,055.049   652,051.641   MT  0.99988542   +0 41 37.9
 AB1471
 AB1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1471!SPC TX S     -   1.00000300  x   0.99989547  =   0.99989847
 AB1471!UTM  14      -   1.00000300  x   0.99988542  =   0.99988842
 AB1471
 AB1471                          SUPERSEDED SURVEY CONTROL
 AB1471
 AB1471  NAD 83(1986)-  26 56 02.71732(N)    097 28 06.41557(W) AD(       ) 3
 AB1471  NAD 27      -  26 56 01.51600(N)    097 28 05.46600(W) AD(       ) 3
 AB1471
 AB1471.Superseded values are not recommended for survey control.
 AB1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1471.See file dsdata.txt to determine how the superseded data were derived.
 AB1471
 AB1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5205280055(NAD 83)
 AB1471_MARKER: DD = SURVEY DISK
 AB1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1471+STABILITY: SURFACE MOTION
 AB1471
 AB1471  HISTORY     - Date     Condition        Report By
 AB1471  HISTORY     - 1950     MONUMENTED       USE
 AB1471  HISTORY     - 1968     GOOD             LOCENG
 AB1471
 AB1471                          STATION DESCRIPTION
 AB1471
 AB1471'DESCRIBED BY US ENGINEERS 1950 (GEM)
 AB1471'LOCATED ON KENEDY RANCH APPROXIMATELY 30 MILES E OF TURCOTTE,
 AB1471'ON TORO ISLAND, APPROXIMATELY 2200 FEET N OF THE SOUTHERLY
 AB1471'SIDE OF THE ISLAND, APPROXIMATELY 2000 FT. W OF THE E SIDE
 AB1471'OF THE ISLAND, ON A PROMINENT KNOLL, 1650 FT. NW OF THE
 AB1471'CAMP MAINTAINED BY SUN OIL COMPANY ON THE ISLAND.
 AB1471'
 AB1471'THE AREA IS INACCESSIBLE AND THE STATION CAN BE REACHED
 AB1471'ONLY BY BOAT ALONG THE INTRACOASTAL WATERWAY TO A POINT
 AB1471'OPPOSITE TORO ISLAND AND A WALK OF APPROXIMATELY 2.0 MILES
 AB1471'TO THE STATION.
 AB1471'
 AB1471'A USE DISK, GALVESTON DISTRICT, STAMPED 13 IN TOP OF A 4
 AB1471'INCH ROUND CONCRETE MONUMENT PROJECTING 6 INCHES.  THERE
 AB1471'ARE NO REFERENCE MARKS.
 AB1471'
 AB1471'AT THE TIME OF THIS SURVEY AN OBSERVATION TOWER OF LIGHT
 AB1471'WEIGHT STEEL 63 FT. HIGH WAS IN PLACE OVER THE STATION.  THE
 AB1471'TOWER WAS PUT IN PLACE BY THE SUN OIL COMPANY.
 AB1471
 AB1471                          STATION RECOVERY (1968)
 AB1471
 AB1471'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (DDJ)
 AB1471'RECOVERED BY MUNROE AND BASS
 AB1471'
 AB1471'U.S.E. 13-LEANING SLIGHTLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1538 ***********************************************************************
 AB1538  DESIGNATION -  NO 14 USE 1939
 AB1538  PID         -  AB1538
 AB1538  STATE/COUNTY-  TX/CAMERON
 AB1538  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1538
 AB1538                         *CURRENT SURVEY CONTROL
 AB1538  ___________________________________________________________________
 AB1538* NAD 83(1993)-  26 04 16.25831(N)    097 15 09.39359(W)     ADJUSTED  
 AB1538* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AB1538  ___________________________________________________________________
 AB1538  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AB1538  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB1538
 AB1538  HORZ ORDER  -  THIRD
 AB1538
 AB1538.The horizontal coordinates were established by classical geodetic methods
 AB1538.and adjusted by the National Geodetic Survey in February 1996..
 AB1538
 AB1538.The orthometric height was scaled from a topographic map.
 AB1538
 AB1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1538
 AB1538.The geoid height was determined by GEOID03.
 AB1538
 AB1538;                    North         East     Units Scale Factor Converg.
 AB1538;SPC TX S     - 5,045,435.615   424,811.683   MT  1.00002542   +0 33 58.8
 AB1538;SPC TX S     -16,553,233.35  1,393,736.33   sFT  1.00002542   +0 33 58.8
 AB1538;UTM  14      - 2,884,738.530   674,786.003   MT  0.99997722   +0 46 05.3
 AB1538
 AB1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1538!SPC TX S     -   1.00000292  x   1.00002542  =   1.00002834
 AB1538!UTM  14      -   1.00000292  x   0.99997722  =   0.99998014
 AB1538
 AB1538                          SUPERSEDED SURVEY CONTROL
 AB1538
 AB1538  NAD 83(1986)-  26 04 16.27266(N)    097 15 09.34684(W) AD(       ) 3
 AB1538  NAD 27      -  26 04 14.98700(N)    097 15 08.43600(W) AD(       ) 3
 AB1538
 AB1538.Superseded values are not recommended for survey control.
 AB1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1538.See file dsdata.txt to determine how the superseded data were derived.
 AB1538
 AB1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7478684739(NAD 83)
 AB1538_MARKER: DD = SURVEY DISK
 AB1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1538+STABILITY: SURFACE MOTION
 AB1538
 AB1538  HISTORY     - Date     Condition        Report By
 AB1538  HISTORY     - 1939     MONUMENTED       USE
 AB1538  HISTORY     - 1950     GOOD             CGS
 AB1538
 AB1538                          STATION DESCRIPTION
 AB1538
 AB1538'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AB1538'ABOUT 3 MILES WSW OF PORT ISABEL, ABOUT 3/4 MILE S OF TEXAS
 AB1538'HIGHWAY 100, ON NW SIDE OF LARGE SALT LAGOON, 69 FEET N OF
 AB1538'OLD BACO CHICA CUT-OFF ROAD, AMONG SCATTERED SMALL TREES.
 AB1538'MARK IS A U.S.E.D., GALVESTON OFFICE, STANDARD DISK STAMPED
 AB1538'14 1931 AND SET IN THE TOP OF A 6-INCH DIAMETER TERRA-COTTA
 AB1538'PIPE FILLED WITH CONCRETE AND PROJECTING 3 INCHES ABOVE THE
 AB1538'GROUND.  TOP OF PIPE IS CHIPPED OFF.  THIS STATION IS ON A
 AB1538'REFERENCE LINE OF A PROPOSED INTER-COASTAL CANAL FROM CORPUS
 AB1538'CHRISTI TO PORT ISABEL.
 AB1538'
 AB1538'TO REACH FROM PORT ISABEL LIGHTHOUSE, GO W ON TEXAS HIGHWAY
 AB1538'100 FOR 2.8 MILES TO OLD BOCA CHICA CUT-OFF ROAD LEADING S,
 AB1538'ABOUT 0.1 MILE E OF THE E END OF A CURVE.  TURN LEFT AND
 AB1538'FOLLOW DIRT ROAD S 0.5 MILE, CURVE RIGHT ON ROAD AND GO W
 AB1538'0.2 MILE TO STATION.  AN INTERSECTION STATION.
 AB1538
 AB1538                          STATION RECOVERY (1950)
 AB1538
 AB1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1538'STATION RECOVERED IN GOOD CONDITION.  PUBLISHED DESCRIPTION
 AB1538'ADEQUATE WITH THE FOLLOWING CHANGE AND ADDITION--
 AB1538'
 AB1538'DESCRIPTION SHOULD READ, OLD POINT (NOT PORT) ISABEL LIGHTHOUSE.
 AB1538'
 AB1538'STATION IS 2 FEET S OF A 4- BY 4-INCH WOOD WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2721 ***********************************************************************
 AW2721  DESIGNATION -  NO 2
 AW2721  PID         -  AW2721
 AW2721  STATE/COUNTY-  TX/GALVESTON
 AW2721  USGS QUAD   -  TEXAS CITY (1994)
 AW2721
 AW2721                         *CURRENT SURVEY CONTROL
 AW2721  ___________________________________________________________________
 AW2721* NAD 83(1986)-  29 29 39.     (N)    094 58 34.     (W)     SCALED    
 AW2721* NAVD 88     -         4.08   (+/-2cm)      13.4    (feet)  VERTCON   
 AW2721  ___________________________________________________________________
 AW2721  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW2721
 AW2721  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2721
 AW2721.The horizontal coordinates were scaled from a topographic map and have
 AW2721.an estimated accuracy of +/- 6 seconds.
 AW2721
 AW2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2721.The vertical order pertains to the NGVD 29 superseded value.
 AW2721
 AW2721.The geoid height was determined by GEOID03.
 AW2721
 AW2721;                    North         East    Units  Estimated Accuracy
 AW2721;SPC TXSC     - 4,190,780.      990,080.      MT  (+/- 180 meters Scaled)
 AW2721
 AW2721                          SUPERSEDED SURVEY CONTROL
 AW2721
 AW2721  NGVD 29 (??/??/92)    4.074  (m)           13.37   (f) ADJ UNCH    1 2
 AW2721
 AW2721.Superseded values are not recommended for survey control.
 AW2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2721.See file dsdata.txt to determine how the superseded data were derived.
 AW2721
 AW2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN084643(NAD 83)
 AW2721_MARKER: B = BOLT
 AW2721_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2721_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2721
 AW2721  HISTORY     - Date     Condition        Report By
 AW2721  HISTORY     - UNK      MONUMENTED       LOCENG
 AW2721  HISTORY     - 1964     GOOD             NGS
 AW2721  HISTORY     - 1987     GOOD             USPSQD
 AW2721  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2721  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2721  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 AW2721
 AW2721                          STATION DESCRIPTION
 AW2721
 AW2721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2721'8.6 MI SE FROM KEMAH.
 AW2721'ABOUT 5.95 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST
 AW2721'OFFICE AT KEMAH, THENCE 1.9 MILES NORTHEAST ALONG FARM ROAD 517,
 AW2721'THENCE 0.25 MILE NORTH ALONG A SHELL ROAD, THENCE 0.05 MILE WEST ALONG
 AW2721'A SHELL ROAD, THENCE 0.45 MILE NORTHWEST ALONG AN ABANDONED ROAD,
 AW2721'ABOUT 0.15 MILE EAST OF A CONCRETE STOCK WATER TANK, AT THE SITE OF AN
 AW2721'OLD OIL WELL, THE TOP OF A 3/4-INCH BRASS BOLT IN THE TOP OF A
 AW2721'CONCRETE FILLED OIL WELL CASING, ENCASED IN AN 18-INCH CONCRETE TILE
 AW2721'PIPE WITH A WOODEN LEAD, 1.5 FEET NORTH OF A 1-INCH PIPE WHICH
 AW2721'PROJECTS ABOUT 10 FEET, AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE
 AW2721'GROUND.
 AW2721
 AW2721                          STATION RECOVERY (1987)
 AW2721
 AW2721'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW2721'RECOVERED IN GOOD CONDITION.
 AW2721
 AW2721                          STATION RECOVERY (1989)
 AW2721
 AW2721'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW2721'MARK NOT FOUND.
 AW2721
 AW2721                          STATION RECOVERY (1989)
 AW2721
 AW2721'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW2721'MARK NOT FOUND.
 AW2721
 AW2721                          STATION RECOVERY (1999)
 AW2721
 AW2721'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1507 ***********************************************************************
 AB1507  DESIGNATION -  NO 21 PLUS 000 USE 1939
 AB1507  PID         -  AB1507
 AB1507  STATE/COUNTY-  TX/CAMERON
 AB1507  USGS QUAD   -  PORT ISABEL (1983)
 AB1507
 AB1507                         *CURRENT SURVEY CONTROL
 AB1507  ___________________________________________________________________
 AB1507* NAD 83(1993)-  26 02 06.58198(N)    097 12 57.27831(W)     ADJUSTED  
 AB1507* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AB1507  ___________________________________________________________________
 AB1507  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AB1507  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1507
 AB1507  HORZ ORDER  -  THIRD
 AB1507
 AB1507.The horizontal coordinates were established by classical geodetic methods
 AB1507.and adjusted by the National Geodetic Survey in February 1996..
 AB1507
 AB1507.The orthometric height was scaled from a topographic map.
 AB1507
 AB1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1507
 AB1507.The geoid height was determined by GEOID03.
 AB1507
 AB1507;                    North         East     Units Scale Factor Converg.
 AB1507;SPC TX S     - 5,041,481.783   428,524.170   MT  1.00003572   +0 34 58.7
 AB1507;SPC TX S     -16,540,261.48  1,405,916.38   sFT  1.00003572   +0 34 58.7
 AB1507;UTM  14      - 2,880,797.928   678,512.174   MT  0.99999347   +0 46 59.8
 AB1507
 AB1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1507!SPC TX S     -   1.00000322  x   1.00003572  =   1.00003894
 AB1507!UTM  14      -   1.00000322  x   0.99999347  =   0.99999669
 AB1507
 AB1507                          SUPERSEDED SURVEY CONTROL
 AB1507
 AB1507  NAD 83(1986)-  26 02 06.59675(N)    097 12 57.23078(W) AD(       ) 3
 AB1507  NAD 27      -  26 02 05.30900(N)    097 12 56.32400(W) AD(       ) 3
 AB1507
 AB1507.Superseded values are not recommended for survey control.
 AB1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1507.See file dsdata.txt to determine how the superseded data were derived.
 AB1507
 AB1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7851280798(NAD 83)
 AB1507_MARKER: DD = SURVEY DISK
 AB1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1507_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1507+STABILITY: SURFACE MOTION
 AB1507
 AB1507  HISTORY     - Date     Condition        Report By
 AB1507  HISTORY     - 1939     MONUMENTED       USE
 AB1507  HISTORY     - 1950     GOOD             CGS
 AB1507
 AB1507                          STATION DESCRIPTION
 AB1507
 AB1507'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AB1507'STATION IS LOCATED ABOUT 2.5 MILES S OF PORT ISABEL, 4 MILES
 AB1507'SW OF BRAZOS LIGHTHOUSE AND 250 FEET S OF THE EDGE OF THE
 AB1507'BROWNSVILLE SHIP CHANNEL.
 AB1507'
 AB1507'STATION IS MARKED BY A SQUARE BRONZE U.S.E.D. TABLET MARKED
 AB1507'21+000 SET IN AN 18-INCH SQUARE BLOCK OF CONCRETE.
 AB1507
 AB1507                          STATION RECOVERY (1950)
 AB1507
 AB1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1507'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AB1507'CORRECT AND ADEQUATE EXCEPT FOR THE FOLLOWING ADDITION--
 AB1507'
 AB1507'STATION IS 4500 FEET SW OF A TARGET ON CENTER LINE OF
 AB1507'INTRACOASTAL WATERWAY TO PORT ISABEL TURNING BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2890 ***********************************************************************
 CS2890  DESIGNATION -  NO 2368 TXGS 1935
 CS2890  PID         -  CS2890
 CS2890  STATE/COUNTY-  TX/DALLAS
 CS2890  USGS QUAD   -  GRAPEVINE (1981)
 CS2890
 CS2890                         *CURRENT SURVEY CONTROL
 CS2890  ___________________________________________________________________
 CS2890* NAD 83(1993)-  32 54 47.71749(N)    097 01 14.84796(W)     ADJUSTED  
 CS2890* NAVD 88     -       165.16   (+/-2cm)     541.9    (feet)  VERTCON   
 CS2890  ___________________________________________________________________
 CS2890  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 CS2890  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CS2890
 CS2890  HORZ ORDER  -  THIRD
 CS2890  VERT ORDER  -  THIRD ? (See Below)
 CS2890
 CS2890.The horizontal coordinates were established by classical geodetic methods
 CS2890.and adjusted by the National Geodetic Survey in February 1996..
 CS2890
 CS2890.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2890.The vertical order pertains to the NGVD 29 superseded value.
 CS2890
 CS2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2890
 CS2890.The geoid height was determined by GEOID03.
 CS2890
 CS2890;                    North         East     Units Scale Factor Converg.
 CS2890;SPC TXNC     - 2,139,207.790   738,350.145   MT  0.99987552   +0 48 24.3
 CS2890;SPC TXNC     - 7,018,384.22  2,422,403.77   sFT  0.99987552   +0 48 24.3
 CS2890;UTM  14      - 3,643,407.880   685,085.354   MT  1.00002240   +1 04 32.7
 CS2890
 CS2890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2890!SPC TXNC     -   0.99997833  x   0.99987552  =   0.99985385
 CS2890!UTM  14      -   0.99997833  x   1.00002240  =   1.00000073
 CS2890
 CS2890:                Primary Azimuth Mark                     Grid Az
 CS2890:SPC TXNC     -  WFAA                                     302 17 56.9
 CS2890:UTM  14      -  WFAA                                     302 01 48.5
 CS2890
 CS2890|---------------------------------------------------------------------|
 CS2890| PID    Reference Object                     Distance      Geod. Az  |
 CS2890|                                                           dddmmss.s |
 CS2890| CS2892 WFAA                                APPROX. 0.9 KM 3030621.2 |
 CS2890|---------------------------------------------------------------------|
 CS2890
 CS2890                          SUPERSEDED SURVEY CONTROL
 CS2890
 CS2890  NAD 83(1993)-  32 54 47.71996(N)    097 01 14.83301(W) AD(       ) 3
 CS2890  NAD 83(1986)-  32 54 47.72281(N)    097 01 14.83176(W) AD(       ) 3
 CS2890  NAD 27      -  32 54 47.27200(N)    097 01 13.80200(W) AD(       ) 3
 CS2890  NGVD 29 (07/19/86)  165.15   (m)          541.8    (f) LEVELING    3  
 CS2890
 CS2890.Superseded values are not recommended for survey control.
 CS2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2890.See file dsdata.txt to determine how the superseded data were derived.
 CS2890
 CS2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8508543408(NAD 83)
 CS2890_MARKER: DD = SURVEY DISK
 CS2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2890+STABILITY: SURFACE MOTION
 CS2890
 CS2890  HISTORY     - Date     Condition        Report By
 CS2890  HISTORY     - 1947     MONUMENTED       TXGS
 CS2890  HISTORY     - 1959     GOOD             CGS
 CS2890  HISTORY     - 20010730 MARK NOT FOUND   NGS
 CS2890
 CS2890                          STATION DESCRIPTION
 CS2890
 CS2890'DESCRIBED BY TEXAS GEODETIC SURVEY 1947 (FRG)
 CS2890'THE STATION IS LOCATED ABOUT 4.0 MILES EAST-SOUTHEAST OF
 CS2890'GRAPEVINE, 0.5 MILE EAST OF THE WBAP-WFAA RADIO STATION,
 CS2890'23 FEET EAST OF THE CENTERLINE OF A ROAD LEADING SOUTH TO
 CS2890'FARM HOME, 11 FEET SOUTHEAST OF A FENCE CORNER, 7 FEET SOUTH
 CS2890'OF THE EAST AND WEST FENCELINE AND 6 FEET EAST OF THE NORTH
 CS2890'AND SOUTH FENCELINE.  THE MARK IS A USC AND GS AND STATE
 CS2890'SURVEY DISK SET IN AN 8 BY 8 INCH SQUARE CONCRETE POST WHICH
 CS2890'PROJECTS 6 INCHES AND THE DISK IS STAMPED NO 2368.
 CS2890'
 CS2890'TO REACH FROM THE NORTH END OF MAIN STREET IN GRAPEVINE,
 CS2890'GO EAST ON STATE HIGHWAYS NO. 121 AND 114 FOR 0.6 MILE TO
 CS2890'FORKS, KEEP RIGHT ON STATE HIGHWAY NO. 114 FOR 3.0 MILES
 CS2890'TO WBAP-WFAA RADIO STATION ON THE LEFT, CONTINUE ON FOR 0.5
 CS2890'MILE TO A T ROAD RIGHT LEADING TO FARM HOME AND MARK IN
 CS2890'THE SOUTHEAST CORNER OF ROAD JUNCTION.
 CS2890
 CS2890                          STATION RECOVERY (1959)
 CS2890
 CS2890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2890'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CS2890'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2890
 CS2890                          STATION RECOVERY (2001)
 CS2890
 CS2890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS2890'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2775 ***********************************************************************
 CS2775  DESIGNATION -  NO 3 USE 1947
 CS2775  PID         -  CS2775
 CS2775  STATE/COUNTY-  TX/DALLAS
 CS2775  USGS QUAD   -  INDIA (1973)
 CS2775
 CS2775                         *CURRENT SURVEY CONTROL
 CS2775  ___________________________________________________________________
 CS2775* NAD 83(1993)-  32 37 15.71224(N)    096 33 30.91772(W)     ADJUSTED  
 CS2775* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 CS2775  ___________________________________________________________________
 CS2775  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 CS2775  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CS2775
 CS2775  HORZ ORDER  -  SECOND
 CS2775
 CS2775.The horizontal coordinates were established by classical geodetic methods
 CS2775.and adjusted by the National Geodetic Survey in February 1996..
 CS2775
 CS2775.The orthometric height was scaled from a topographic map.
 CS2775
 CS2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2775
 CS2775.The geoid height was determined by GEOID03.
 CS2775
 CS2775;                    North         East     Units Scale Factor Converg.
 CS2775;SPC TXNC     - 2,107,513.104   782,174.357   MT  0.99990068   +1 03 31.8
 CS2775;SPC TXNC     - 6,914,399.24  2,566,183.70   sFT  0.99990068   +1 03 31.8
 CS2775;UTM  14      - 3,611,907.556   729,065.768   MT  1.00024706   +1 19 00.1
 CS2775
 CS2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2775!SPC TXNC     -   0.99998662  x   0.99990068  =   0.99988730
 CS2775!UTM  14      -   0.99998662  x   1.00024706  =   1.00023368
 CS2775
 CS2775                          SUPERSEDED SURVEY CONTROL
 CS2775
 CS2775  NAD 83(1986)-  32 37 15.71954(N)    096 33 30.90027(W) AD(       ) 2
 CS2775  NAD 27      -  32 37 15.23500(N)    096 33 29.93600(W) AD(       ) 2
 CS2775
 CS2775.Superseded values are not recommended for survey control.
 CS2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2775.See file dsdata.txt to determine how the superseded data were derived.
 CS2775
 CS2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2906611908(NAD 83)
 CS2775_MARKER: B = BOLT
 CS2775_SETTING: 0 = UNSPECIFIED SETTING
 CS2775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2775
 CS2775  HISTORY     - Date     Condition        Report By
 CS2775  HISTORY     - 1947     MONUMENTED       USE
 CS2775
 CS2775                          STATION DESCRIPTION
 CS2775
 CS2775'DESCRIBED BY US ENGINEERS 1947
 CS2775'SEE STATION PARSONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1539 ***********************************************************************
 AB1539  DESIGNATION -  NO 34 PLUS 207.99 USE 1939
 AB1539  PID         -  AB1539
 AB1539  STATE/COUNTY-  TX/CAMERON
 AB1539  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1539
 AB1539                         *CURRENT SURVEY CONTROL
 AB1539  ___________________________________________________________________
 AB1539* NAD 83(1993)-  26 01 06.00377(N)    097 15 06.13875(W)     ADJUSTED  
 AB1539* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1539  ___________________________________________________________________
 AB1539  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 AB1539  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB1539
 AB1539  HORZ ORDER  -  SECOND
 AB1539
 AB1539.The horizontal coordinates were established by classical geodetic methods
 AB1539.and adjusted by the National Geodetic Survey in February 1996..
 AB1539
 AB1539.The orthometric height was scaled from a topographic map.
 AB1539
 AB1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1539
 AB1539.The geoid height was determined by GEOID03.
 AB1539
 AB1539;                    North         East     Units Scale Factor Converg.
 AB1539;SPC TX S     - 5,039,581.590   424,960.060   MT  1.00004067   +0 34 00.2
 AB1539;SPC TX S     -16,534,027.27  1,394,223.13   sFT  1.00004067   +0 34 00.2
 AB1539;UTM  14      - 2,878,885.385   674,954.916   MT  0.99997795   +0 46 01.6
 AB1539
 AB1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1539!SPC TX S     -   1.00000306  x   1.00004067  =   1.00004373
 AB1539!UTM  14      -   1.00000306  x   0.99997795  =   0.99998101
 AB1539
 AB1539                          SUPERSEDED SURVEY CONTROL
 AB1539
 AB1539  NAD 83(1986)-  26 01 06.01787(N)    097 15 06.09091(W) AD(       ) 2
 AB1539  NAD 27      -  26 01 04.73000(N)    097 15 05.18000(W) AD(       ) 2
 AB1539
 AB1539.Superseded values are not recommended for survey control.
 AB1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1539.See file dsdata.txt to determine how the superseded data were derived.
 AB1539
 AB1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7495578885(NAD 83)
 AB1539_MARKER: DD = SURVEY DISK
 AB1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1539+STABILITY: SURFACE MOTION
 AB1539
 AB1539  HISTORY     - Date     Condition        Report By
 AB1539  HISTORY     - 1939     MONUMENTED       USE
 AB1539  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AB1539
 AB1539                          STATION DESCRIPTION
 AB1539
 AB1539'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AB1539'STATION WAS USED AS A REFERENCE MARK, FOR U.S.E. J, AND IS
 AB1539'223 FEET NE OF J, 30 FEET E OF THE CENTER LINE OF A ROAD,
 AB1539'5 FEET N OF A POST WITH SIGN P.C.  MARKED BY A U.S.E. MARK
 AB1539'STAMPED 34+207.99, AND SET IN THE TOP OF AN 8-INCH SQUARE
 AB1539'CONCRETE POST PROJECTING 6 INCHES.
 AB1539'
 AB1539'THE STATION WAS LOCATED BY A TRAVERSE.
 AB1539
 AB1539                          STATION RECOVERY (1950)
 AB1539
 AB1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1539'DESTROYED.  MONUMENT HAS BEEN PULLED OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3101 ***********************************************************************
 CS3101  DESIGNATION -  NO 426 TXGS 1948
 CS3101  PID         -  CS3101
 CS3101  STATE/COUNTY-  TX/JOHNSON
 CS3101  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3101
 CS3101                         *CURRENT SURVEY CONTROL
 CS3101  ___________________________________________________________________
 CS3101* NAD 83(1993)-  32 22 18.38543(N)    097 23 25.60962(W)     ADJUSTED  
 CS3101* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 CS3101  ___________________________________________________________________
 CS3101  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 CS3101  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS3101
 CS3101  HORZ ORDER  -  THIRD
 CS3101
 CS3101.The horizontal coordinates were established by classical geodetic methods
 CS3101.and adjusted by the National Geodetic Survey in February 1996..
 CS3101
 CS3101.The orthometric height was scaled from a topographic map.
 CS3101
 CS3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3101
 CS3101.The geoid height was determined by GEOID03.
 CS3101
 CS3101;                    North         East     Units Scale Factor Converg.
 CS3101;SPC TXNC     - 2,078,741.815   704,411.935   MT  0.99994250   +0 36 18.5
 CS3101;SPC TXNC     - 6,820,005.44  2,311,058.16   sFT  0.99994250   +0 36 18.5
 CS3101;UTM  14      - 3,582,784.158   651,422.791   MT  0.99988275   +0 51 43.0
 CS3101
 CS3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3101!SPC TXNC     -   0.99996492  x   0.99994250  =   0.99990742
 CS3101!UTM  14      -   0.99996492  x   0.99988275  =   0.99984768
 CS3101
 CS3101                          SUPERSEDED SURVEY CONTROL
 CS3101
 CS3101  NAD 83(1986)-  32 22 18.39005(N)    097 23 25.58950(W) AD(       ) 3
 CS3101  NAD 27      -  32 22 17.87400(N)    097 23 24.52800(W) AD(       ) 3
 CS3101
 CS3101.Superseded values are not recommended for survey control.
 CS3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3101.See file dsdata.txt to determine how the superseded data were derived.
 CS3101
 CS3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5142382784(NAD 83)
 CS3101_MARKER: DD = SURVEY DISK
 CS3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS3101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3101+STABILITY: SURFACE MOTION
 CS3101
 CS3101  HISTORY     - Date     Condition        Report By
 CS3101  HISTORY     - 1948     MONUMENTED       TXGS
 CS3101  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 CS3101  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3101
 CS3101                          STATION DESCRIPTION
 CS3101
 CS3101'DESCRIBED BY TEXAS GEODETIC SURVEY 1948 (GLS)
 CS3101'THE STATION IS LOCATED IN THE NORTH EDGE OF CLEBURNE AT
 CS3101'INTERSECTION OF EAST PROPERTY LINE OF ERIE STREET WITH SOUTH
 CS3101'PROPERTY LINE OF KILPATRICK AVENUE.  IT IS ABOUT 35 FEET EAST OF
 CS3101'THE T INTERSECTION, 28 FEET EAST OF THE APPROXIMATE CENTERLINE
 CS3101'OF ERIE STREET AND 25 FEET SOUTH OF KILPATRICK AVENUE.  THE
 CS3101'MARK IS A BRONZE DISK SET IN THE TOP OF A 6 BY 6 INCH CONCRETE
 CS3101'POST WHICH PROJECTS ABOUT 8 INCHES AND IS STAMPED 426.
 CS3101'
 CS3101'TO REACH FROM THE COURT HOUSE IN CLEBURNE, GO NORTH ON NORTH
 CS3101'MAIN STREET (STATE HIGHWAY 174 FOR 1.65 MILES, THEN RIGHT
 CS3101'AND GO EAST ON KILPATRICK AVENUE FOR 0.4 MILE TO T-ROAD
 CS3101'RIGHT AND THE MARK IN SOUTHEAST ANGLE OF INTERSECTION.
 CS3101'
 CS3101'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS3101
 CS3101                          STATION RECOVERY (1994)
 CS3101
 CS3101'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3101'MARK NOT FOUND.
 CS3101
 CS3101                          STATION RECOVERY (1999)
 CS3101
 CS3101'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3110 ***********************************************************************
 CS3110  DESIGNATION -  NO 434 TXGS 1948
 CS3110  PID         -  CS3110
 CS3110  STATE/COUNTY-  TX/JOHNSON
 CS3110  USGS QUAD   -  JOSHUA (1978)
 CS3110
 CS3110                         *CURRENT SURVEY CONTROL
 CS3110  ___________________________________________________________________
 CS3110* NAD 83(1993)-  32 23 02.87871(N)    097 26 17.52991(W)     ADJUSTED  
 CS3110* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 CS3110  ___________________________________________________________________
 CS3110  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CS3110  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CS3110
 CS3110  HORZ ORDER  -  THIRD
 CS3110
 CS3110.The horizontal coordinates were established by classical geodetic methods
 CS3110.and adjusted by the National Geodetic Survey in February 1996..
 CS3110
 CS3110.The orthometric height was scaled from a topographic map.
 CS3110
 CS3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3110
 CS3110.The geoid height was determined by GEOID03.
 CS3110
 CS3110;                    North         East     Units Scale Factor Converg.
 CS3110;SPC TXNC     - 2,080,065.782   699,904.305   MT  0.99993998   +0 34 44.8
 CS3110;SPC TXNC     - 6,824,349.15  2,296,269.37   sFT  0.99993998   +0 34 44.8
 CS3110;UTM  14      - 3,584,087.792   646,909.566   MT  0.99986615   +0 50 11.9
 CS3110
 CS3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3110!SPC TXNC     -   0.99996211  x   0.99993998  =   0.99990209
 CS3110!UTM  14      -   0.99996211  x   0.99986615  =   0.99982826
 CS3110
 CS3110                          SUPERSEDED SURVEY CONTROL
 CS3110
 CS3110  NAD 83(1986)-  32 23 02.88325(N)    097 26 17.50993(W) AD(       ) 3
 CS3110  NAD 27      -  32 23 02.36900(N)    097 26 16.44300(W) AD(       ) 3
 CS3110
 CS3110.Superseded values are not recommended for survey control.
 CS3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3110.See file dsdata.txt to determine how the superseded data were derived.
 CS3110
 CS3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4691084088(NAD 83)
 CS3110_MARKER: DD = SURVEY DISK
 CS3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3110+STABILITY: SURFACE MOTION
 CS3110
 CS3110  HISTORY     - Date     Condition        Report By
 CS3110  HISTORY     - 1948     MONUMENTED       TXGS
 CS3110  HISTORY     - 1953     GOOD             CGS
 CS3110  HISTORY     - 19940328 MARK NOT FOUND   USPSQD
 CS3110  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3110
 CS3110                          STATION DESCRIPTION
 CS3110
 CS3110'DESCRIBED BY TEXAS GEODETIC SURVEY 1948 (GLS)
 CS3110'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF CLEBURNE, ON
 CS3110'LAND KNOWN AS THE OLD T.W. MOORE ESTATE.  IT IS 180 FEET
 CS3110'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 63 FEET EAST OF A
 CS3110'BARNYARD FENCE AND 4 FEET NORTH OF A EAST-WEST FENCELINE.
 CS3110'THE MARK IS A BRONZE DISK SET IN THE TOP OF A 6 BY 6 INCH
 CS3110'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED 434.
 CS3110'
 CS3110'TO REACH FROM THE COURT HOUSE IN CLEBURNE, GO NORTH ON STATE
 CS3110'HIGHWAY 174 FOR 1.7 MILES TO JUNCTION WITH STATE HIGHWAY 171.
 CS3110'BEAR LEFT ON STATE HIGHWAY 171 FOR 1.55 MILES TO A DIAGONAL
 CS3110'CROSSROADS.  BEAR LEFT AND FOLLOW MAIN DIRT ROAD WEST FOR
 CS3110'1.5 MILES TO A WHITE HOUSE ON LEFT WITH WINDMILL IN YARD.
 CS3110'STATION IS IN PASTURE ABOUT 500 FEET SOUTHEAST OF HOUSE.
 CS3110'
 CS3110'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS3110
 CS3110                          STATION RECOVERY (1953)
 CS3110
 CS3110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3110'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 CS3110'V.G. AT STATION CONCORD.
 CS3110
 CS3110                          STATION RECOVERY (1994)
 CS3110
 CS3110'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3110'MARK NOT FOUND.
 CS3110
 CS3110                          STATION RECOVERY (1999)
 CS3110
 CS3110'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1277 ***********************************************************************
 AH1277  DESIGNATION -  NO 48 USE 1939
 AH1277  PID         -  AH1277
 AH1277  STATE/COUNTY-  TX/NUECES
 AH1277  USGS QUAD   -  PITA ISLAND (1975)
 AH1277
 AH1277                         *CURRENT SURVEY CONTROL
 AH1277  ___________________________________________________________________
 AH1277* NAD 83(1993)-  27 33 42.11515(N)    097 19 32.44059(W)     ADJUSTED  
 AH1277* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1277  ___________________________________________________________________
 AH1277  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1277  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AH1277
 AH1277  HORZ ORDER  -  SECOND
 AH1277
 AH1277.The horizontal coordinates were established by classical geodetic methods
 AH1277.and adjusted by the National Geodetic Survey in February 1996..
 AH1277
 AH1277.The orthometric height was scaled from a topographic map.
 AH1277
 AH1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1277
 AH1277.The geoid height was determined by GEOID03.
 AH1277
 AH1277;                    North         East     Units Scale Factor Converg.
 AH1277;SPC TX S     - 5,210,496.578   415,964.159   MT  0.99994249   +0 31 59.3
 AH1277;SPC TX S     -17,094,770.86  1,364,709.08   sFT  0.99994249   +0 31 59.3
 AH1277;UTM  14      - 3,049,768.761   665,298.402   MT  0.99993728   +0 46 29.6
 AH1277
 AH1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1277!SPC TX S     -   1.00000360  x   0.99994249  =   0.99994609
 AH1277!UTM  14      -   1.00000360  x   0.99993728  =   0.99994088
 AH1277
 AH1277                          SUPERSEDED SURVEY CONTROL
 AH1277
 AH1277  NAD 83(1986)-  27 33 42.12596(N)    097 19 32.41593(W) AD(       ) 2
 AH1277  NAD 27      -  27 33 40.99200(N)    097 19 31.43700(W) AD(       ) 2
 AH1277
 AH1277.Superseded values are not recommended for survey control.
 AH1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1277.See file dsdata.txt to determine how the superseded data were derived.
 AH1277
 AH1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6529849769(NAD 83)
 AH1277_MARKER: DD = SURVEY DISK
 AH1277_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1277_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AH1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1277
 AH1277  HISTORY     - Date     Condition        Report By
 AH1277  HISTORY     - 1939     MONUMENTED       USE
 AH1277  HISTORY     - 1949     GOOD             CGS
 AH1277  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1277
 AH1277                          STATION DESCRIPTION
 AH1277
 AH1277'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AH1277'STATION IS ABOUT 300 FEET NORTH OF THE NUECES-KLEBERG COUNTY
 AH1277'LINE, ON THE HIGHEST PART OF A LOW RIDGE.  IT IS MARKED BY
 AH1277'A U.S.E. DEPARTMENT (GALVESTON OFFICE) STANDARD DISK STAMPED
 AH1277'48 AND SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.  IT IS
 AH1277'FLUSH WITH THE GROUND.  A TIE WAS MADE FROM THIS STATION TO
 AH1277'STATION HARDPAN.
 AH1277
 AH1277                          STATION RECOVERY (1949)
 AH1277
 AH1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1277'STATION RECOVERED IN GOOD CONDITION.
 AH1277'
 AH1277'TO REACH STATION, PROCEED FROM SOUTH GATE OF CORPUS CHRISTI, NAVAL
 AH1277'AIR BASE SSE 10 MILES OF NUECES COUNTY ROAD NO. 3, AND ON SOUTHWARD
 AH1277'EXTENSION OF SAME ROAD INTO THE KING RANCH 0.4 MILES S OF THE
 AH1277'NE CORNER OF FORMER FLYING FIELD 41 TO VICINITY OF STATION.
 AH1277'
 AH1277'STATION IS 0.4 MILES NE OF THE ENTRANCE GATE OF FORMER FLYING FIELD
 AH1277'NO. 41, ABOUT 800 FT. N OF THE N END OF A TIDAL LAKE, AND ABOUT
 AH1277'200 FT. ESE OF THE CENTERLINE OF THE ROAD.  STATION IS A U.S.E.D.
 AH1277'BRONZE DISK STAMPED 48 SET IN A MASS OF CONCRETE, ON TOP OF A
 AH1277'SMALL KNOLL.
 AH1277
 AH1277                          STATION RECOVERY (2001)
 AH1277
 AH1277'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH1277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0608 ***********************************************************************
 CT0608  DESIGNATION -  NO 5 OPLIN A
 CT0608  PID         -  CT0608
 CT0608  STATE/COUNTY-  TX/CALLAHAN
 CT0608  USGS QUAD   -  OPLIN (1987)
 CT0608
 CT0608                         *CURRENT SURVEY CONTROL
 CT0608  ___________________________________________________________________
 CT0608* NAD 83(1986)-  32 09 42.     (N)    099 33 25.     (W)     SCALED    
 CT0608* NAVD 88     -       620.253  (meters)    2034.95   (feet)  POSTED    
 CT0608  ___________________________________________________________________
 CT0608  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CT0608  DYNAMIC HT  -         619.440 (meters)    2032.28  (feet)  COMP
 CT0608  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 CT0608
 CT0608  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0608
 CT0608.The horizontal coordinates were scaled from a topographic map and have
 CT0608.an estimated accuracy of +/- 6 seconds.
 CT0608
 CT0608.The orthometric height was determined by differential leveling
 CT0608.and adjusted by the National Geodetic Survey in 1992..
 CT0608.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0608.rate of 1.1 thru 2.0 mm/km.
 CT0608
 CT0608.The geoid height was determined by GEOID03.
 CT0608
 CT0608.The dynamic height is computed by dividing the NAVD 88
 CT0608.geopotential number by the normal gravity value computed on the
 CT0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0608.degrees latitude (g = 980.6199 gals.).
 CT0608
 CT0608.The modeled gravity was interpolated from observed gravity values.
 CT0608
 CT0608;                    North         East    Units  Estimated Accuracy
 CT0608;SPC TXNC     - 2,055,390.      500,300.      MT  (+/- 180 meters Scaled)
 CT0608
 CT0608                          SUPERSEDED SURVEY CONTROL
 CT0608
 CT0608  NGVD 29 (??/??/92)  620.102  (m)         2034.45   (f) ADJ UNCH    1 2
 CT0608
 CT0608.Superseded values are not recommended for survey control.
 CT0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0608.See file dsdata.txt to determine how the superseded data were derived.
 CT0608
 CT0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA474584(NAD 83)
 CT0608_MARKER: DD = SURVEY DISK
 CT0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0608_STAMPING: NO 5 OPLIN A 1959
 CT0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0608+STABILITY: SURFACE MOTION
 CT0608
 CT0608  HISTORY     - Date     Condition        Report By
 CT0608  HISTORY     - 1959     MONUMENTED       DOD
 CT0608  HISTORY     - 1961     GOOD             NGS
 CT0608
 CT0608                          STATION DESCRIPTION
 CT0608
 CT0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0608'20.0 MI SW FROM CLYDE.
 CT0608'0.2 MILE WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0608'TO FARM ROAD 604, THENCE 19.8 MILES SOUTHWEST ALONG FARM ROAD 604,
 CT0608'0.05 MILE NORTHWEST OF PECK AZIMUTH, 70 FEET NORTHWEST OF THE CENTER
 CT0608'OF A T INTERSECTION, 42 FEET WEST OF THE CENTER LINE OF FARM ROAD 604,
 CT0608'8 FEET SOUTHWEST OF A TELEPHONE POLE, 7.6 FEET NORTHWEST OF A WATER
 CT0608'METER, 3 FEET SOUTH OF A WOODEN WITNESS POST, 1.8 FEET WEST OF A
 CT0608'FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE
 CT0608'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1430 ***********************************************************************
 AH1430  DESIGNATION -  NO 79 USE 1939
 AH1430  PID         -  AH1430
 AH1430  STATE/COUNTY-  TX/KLEBERG
 AH1430  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1430
 AH1430                         *CURRENT SURVEY CONTROL
 AH1430  ___________________________________________________________________
 AH1430* NAD 83(1993)-  27 28 52.18917(N)    097 21 24.46702(W)     ADJUSTED  
 AH1430* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1430  ___________________________________________________________________
 AH1430  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1430  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH1430
 AH1430  HORZ ORDER  -  SECOND
 AH1430
 AH1430.The horizontal coordinates were established by classical geodetic methods
 AH1430.and adjusted by the National Geodetic Survey in February 1996..
 AH1430
 AH1430.The orthometric height was scaled from a topographic map.
 AH1430
 AH1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1430
 AH1430.The geoid height was determined by GEOID03.
 AH1430
 AH1430;                    North         East     Units Scale Factor Converg.
 AH1430;SPC TX S     - 5,201,545.074   412,972.136   MT  0.99992976   +0 31 08.5
 AH1430;SPC TX S     -17,065,402.46  1,354,892.75   sFT  0.99992976   +0 31 08.5
 AH1430;UTM  14      - 3,040,804.816   662,344.004   MT  0.99992533   +0 45 30.4
 AH1430
 AH1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1430!SPC TX S     -   1.00000372  x   0.99992976  =   0.99993348
 AH1430!UTM  14      -   1.00000372  x   0.99992533  =   0.99992905
 AH1430
 AH1430                          SUPERSEDED SURVEY CONTROL
 AH1430
 AH1430  NAD 83(1986)-  27 28 52.20110(N)    097 21 24.44335(W) AD(       ) 2
 AH1430  NAD 27      -  27 28 51.05700(N)    097 21 23.47400(W) AD(       ) 2
 AH1430
 AH1430.Superseded values are not recommended for survey control.
 AH1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1430.See file dsdata.txt to determine how the superseded data were derived.
 AH1430
 AH1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6234440805(NAD 83)
 AH1430_MARKER: DS = TRIANGULATION STATION DISK
 AH1430_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1430_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AH1430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1430
 AH1430  HISTORY     - Date     Condition        Report By
 AH1430  HISTORY     - 1939     MONUMENTED       USE
 AH1430  HISTORY     - 1949     GOOD             CGS
 AH1430
 AH1430                          STATION DESCRIPTION
 AH1430
 AH1430'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AH1430'STATION IS LOCATED ABOUT 22 MILES S OF CORPUS CHRISTI AND
 AH1430'ABOUT 12 MILES N OF POINT-OF-ROCKS ON BAFFIN BAY, AND ABOUT
 AH1430'10 MILES ESE OF LAURELES RANCH HOUSE ON THE LAURELES SECTION
 AH1430'OF THE KING RANCH, IT IS ABOUT 0.4 MILE W OF THE W SHORE
 AH1430'OF LAGUNA MADRE AND ABOUT 730 FEET NW OF LOBO WINDMILL, ON
 AH1430'A LOW BRUSH COVERED KNOLL, 56.648 METERS NE OF STATION LOBO.
 AH1430'
 AH1430'STATION IS A U.S.E.D. GALVESTON OFFICE STANDARD DISK STAMPED
 AH1430'79 AND SET IN THE TOP OF A MASS OF CONCRETE 15 INCHES IN
 AH1430'DIAMETER AND PROJECTING 3 INCHES ABOVE THE GROUND.
 AH1430'
 AH1430'REACHED FROM CORPUS CHRISTI BY FOLLOWING TRAIL ROAD ALONG W
 AH1430'SHORE OF LAGUNA MADRE, PROVIDING PERMISSION IS OBTAINED FROM
 AH1430'KING RANCH OFFICIALS.
 AH1430
 AH1430                          STATION RECOVERY (1949)
 AH1430
 AH1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1430'STATION RECOVERED IN GOOD CONDITION.
 AH1430'
 AH1430'IT IS LOCATED ON WEST SHORE OF LAGUNA MADRE ABOUT 22 MILES
 AH1430'SE OF CORPUS CHRISTI, 12 MILES N OF POINT OF RICKS, AND 10
 AH1430'MILES ESE OF LAURELES RANCHHOUSE.  0.4 MILE W OF SHORE OF
 AH1430'LAGUNA MADRE, ABOUT 730 FT. NW OF STATION LOBO WINDMILL 1949,
 AH1430'56.468 METERS (REMEASURED BY THIS PARTY) NE OF STATION LOBO
 AH1430'1939, AND ON A LOW, BRUSH COVERED KNOLL.
 AH1430'
 AH1430'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AH1430'44 (AGNES ST) AND STATE HIGHWAY 286 (PORT AVE.) IN THE WESTERN
 AH1430'EDGE OF CORPUS CHRISTI, GO S ON HWY 286 FOR 3.6 MI TO ITS
 AH1430'INTERSECTION WITH STATE HIGHWAY NO. 358 (LEXINGTON BLVD.), TURN
 AH1430'LEFT ON HWY 358 AND GO 10.3 MILES TO A POINT WHERE THE HIGHWAY
 AH1430'CURVES NORTH, TURN SHARP RIGHT AND GO SOUTH ON BLACK TOP ROAD
 AH1430'FOR 4.25 MILES TO THE NORTH GATE OF KING RANCH, GUARD AT GATE,
 AH1430'PASS THROUGH GATE AND CONTINUE SOUTH 9.2 MILES ON PAVED ROAD
 AH1430'TO ITS END AT SITE OF ABANDONED NAVY FIELD NO. 42, TURN E
 AH1430'ON DIRT ROAD AND GO 0.25 MILE, TURN S ON DIRT ROAD AND GO
 AH1430'1.3 MILES TO LOBO WINDMILL 1939 ON THE RIGHT AND THE
 AH1430'STATION ABOUT 730 FT. TO THE NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1364 ***********************************************************************
 AB1364  DESIGNATION -  NO 80 USE 1939
 AB1364  PID         -  AB1364
 AB1364  STATE/COUNTY-  TX/CAMERON
 AB1364  USGS QUAD   -  PALMITO HILL (1983)
 AB1364
 AB1364                         *CURRENT SURVEY CONTROL
 AB1364  ___________________________________________________________________
 AB1364* NAD 83(1993)-  25 57 34.68786(N)    097 22 28.57694(W)     ADJUSTED  
 AB1364* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1364  ___________________________________________________________________
 AB1364  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 AB1364  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 AB1364
 AB1364  HORZ ORDER  -  THIRD
 AB1364
 AB1364.The horizontal coordinates were established by classical geodetic methods
 AB1364.and adjusted by the National Geodetic Survey in February 1996..
 AB1364
 AB1364.The orthometric height was scaled from a topographic map.
 AB1364
 AB1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1364
 AB1364.The geoid height was determined by GEOID03.
 AB1364
 AB1364;                    North         East     Units Scale Factor Converg.
 AB1364;SPC TX S     - 5,032,962.705   412,715.592   MT  1.00005859   +0 30 39.4
 AB1364;SPC TX S     -16,512,311.81  1,354,051.07   sFT  1.00005859   +0 30 39.4
 AB1364;UTM  14      - 2,872,224.337   662,734.878   MT  0.99992700   +0 42 42.0
 AB1364
 AB1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1364!SPC TX S     -   1.00000309  x   1.00005859  =   1.00006168
 AB1364!UTM  14      -   1.00000309  x   0.99992700  =   0.99993009
 AB1364
 AB1364:                Primary Azimuth Mark                     Grid Az
 AB1364:SPC TX S     -  BROWNSVILLE AIRPORT TANK                 227 18 07.7
 AB1364:UTM  14      -  BROWNSVILLE AIRPORT TANK                 227 06 05.1
 AB1364
 AB1364|---------------------------------------------------------------------|
 AB1364| PID    Reference Object                     Distance      Geod. Az  |
 AB1364|                                                           dddmmss.s |
 AB1364| AB1368 BROWNSVILLE AIRPORT TANK            APPROX. 8.6 KM 2274847.1 |
 AB1364| AB1374 PORT BROWNSVLE GULF WHSE CO TK      APPROX. 3.3 KM 2454751.0 |
 AB1364| AB1370 PORT BROWNSVILLE MUNICIPAL TK       APPROX. 3.0 KM 2543842.9 |
 AB1364| AB1372 CONTINENTAL OIL CO RADIO TOWER      APPROX. 1.8 KM 2654459.1 |
 AB1364|---------------------------------------------------------------------|
 AB1364
 AB1364                          SUPERSEDED SURVEY CONTROL
 AB1364
 AB1364  NAD 83(1986)-  25 57 34.69949(N)    097 22 28.52874(W) AD(       ) 3
 AB1364  NAD 27      -  25 57 33.41300(N)    097 22 27.60300(W) AD(       ) 3
 AB1364
 AB1364.Superseded values are not recommended for survey control.
 AB1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1364.See file dsdata.txt to determine how the superseded data were derived.
 AB1364
 AB1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6273572224(NAD 83)
 AB1364_MARKER: DD = SURVEY DISK
 AB1364_SETTING: 0 = UNSPECIFIED SETTING
 AB1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1364
 AB1364  HISTORY     - Date     Condition        Report By
 AB1364  HISTORY     - 1939     MONUMENTED       USE
 AB1364  HISTORY     - 1949     GOOD             CGS
 AB1364
 AB1364                          STATION DESCRIPTION
 AB1364
 AB1364'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AB1364'80 (U.S.E.D.) IS LOCATED IN CAMERON COUNTY, ABOUT 1.2 MILES SE OF
 AB1364'PORT BROWNSVILLE.  IT IS ON THE S SIDE OF THE BROWNSVILLE SHIP
 AB1364'CHANNEL IN LINE WITH A ROW OF POSTS MARKING U.S.E.D. TRIANGULATION
 AB1364'STATIONS.
 AB1364'
 AB1364'THE STATION MARK IS A U.S.E.D. (GALVESTON OFFICE) STANDARD
 AB1364'DISK SET IN TOP OF A CONCRETE POST.
 AB1364'
 AB1364'TO REACH FROM THE INTERSECTION OF TEXAS STATE HIGHWAYS 4 AND 48
 AB1364'IN BROWNSVILLE GO E ON HIGHWAY 4 FOR 5.6 MILES TO A BRIDGE OVER
 AB1364'A CANAL AND A CATTLE GUARD.  TURN LEFT AND FOLLOW ROAD ALONG CANAL
 AB1364'BANK TO ITS END AND STATION.  THIS IS AN INTERSECTION STATION.
 AB1364
 AB1364                          STATION RECOVERY (1949)
 AB1364
 AB1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1364'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AB1364'
 AB1364'STATION IS LOCATED ABOUT 1.2 MILES SE OF PORT BROWNSVILLE, ON
 AB1364'THE S BANK OF THE BROWNSVILLE SHIP CHANNEL.
 AB1364'
 AB1364'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 4 AND 48, NE
 AB1364'OF BROWNSVILLE, GO E ON HIGHWAY 4 FOR 5.6 MILES ACROSS BRIDGE
 AB1364'OVER CANAL AND CATTLE GUARD, TURN N (LEFT) AND FOLLOW E BANK
 AB1364'OF CANAL 2.8 MILES TO YACHT CLUB, CIRCLE CLUBHOUSE AND BOAT BASIN
 AB1364'TO STATION, 262 FEET S OF S BANK OF SHIP CHANNEL, 110 FEET
 AB1364'E OF E BANK OF N-S DRAIN DITCH, 300 FEET N OF NW CORNER OF
 AB1364'YACHT CLUB BOAT BASIN, AND 3 FEET N OF 8- BY 8-INCH POST WITH
 AB1364'SIGN 80.
 AB1364'
 AB1364'MARK IS U.S.E.D. (GALVESTON OFFICE) DISK, STAMPED 80+000, SET IN
 AB1364'TOP OF 6- BY 6-INCH CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1371 ***********************************************************************
 AB1371  DESIGNATION -  NO 87
 AB1371  PID         -  AB1371
 AB1371  STATE/COUNTY-  TX/CAMERON
 AB1371  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1371
 AB1371                         *CURRENT SURVEY CONTROL
 AB1371  ___________________________________________________________________
 AB1371* NAD 83(1993)-  25 57 09.55163(N)    097 23 40.06207(W)     ADJUSTED  
 AB1371* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1371  ___________________________________________________________________
 AB1371  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 AB1371  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 AB1371
 AB1371  HORZ ORDER  -  SECOND
 AB1371
 AB1371.The horizontal coordinates were established by classical geodetic methods
 AB1371.and adjusted by the National Geodetic Survey in February 1996..
 AB1371
 AB1371.The orthometric height was scaled from a topographic map.
 AB1371
 AB1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1371
 AB1371.The geoid height was determined by GEOID03.
 AB1371
 AB1371;                    North         East     Units Scale Factor Converg.
 AB1371;SPC TX S     - 5,032,171.561   410,733.616   MT  1.00006079   +0 30 06.9
 AB1371;SPC TX S     -16,509,716.20  1,347,548.54   sFT  1.00006079   +0 30 06.9
 AB1371;UTM  14      - 2,871,426.362   660,755.956   MT  0.99991909   +0 42 10.0
 AB1371
 AB1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1371!SPC TX S     -   1.00000310  x   1.00006079  =   1.00006389
 AB1371!UTM  14      -   1.00000310  x   0.99991909  =   0.99992219
 AB1371
 AB1371|---------------------------------------------------------------------|
 AB1371| PID    Reference Object                     Distance      Geod. Az  |
 AB1371|                                                           dddmmss.s |
 AB1371| CV2723 NO 87 RM 1                           20.975 METERS 02120     |
 AB1371| AB1364 NO 80 USE 1939                      APPROX. 2.1 KM 0684430.2 |
 AB1371| CV2722 NO 85                                              0684429.7 |
 AB1371| AB1370 PORT BROWNSVILLE MUNICIPAL TK       APPROX. 0.9 KM 2682714.9 |
 AB1371| CV2724 NO 87 RM 2                           25.200 METERS 28109     |
 AB1371|---------------------------------------------------------------------|
 AB1371
 AB1371                          SUPERSEDED SURVEY CONTROL
 AB1371
 AB1371  NAD 83(1986)-  25 57 09.56290(N)    097 23 40.01368(W) AD(       ) 2
 AB1371  NAD 27      -  25 57 08.27600(N)    097 23 39.08100(W) AD(       ) 2
 AB1371
 AB1371.Superseded values are not recommended for survey control.
 AB1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1371.See file dsdata.txt to determine how the superseded data were derived.
 AB1371
 AB1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6075671426(NAD 83)
 AB1371_MARKER: DD = SURVEY DISK
 AB1371_SETTING: 0 = UNSPECIFIED SETTING
 AB1371
 AB1371  HISTORY     - Date     Condition        Report By
 AB1371  HISTORY     - 1939     MONUMENTED       USE
 AB1371  HISTORY     - 1947     GOOD             USE
 AB1371  HISTORY     - 1950     GOOD             USE
 AB1371  HISTORY     - 1955     MARK NOT FOUND   USE
 AB1371  HISTORY     - 19910509 MARK NOT FOUND   USPSQD
 AB1371
 AB1371                          STATION DESCRIPTION
 AB1371
 AB1371'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AB1371'U.S.E. NO. 87 IS LOCATED IN CAMERON COUNTY, ABOUT 0.5 MILE
 AB1371'ESE OF PORT BROWNSVILLE.  ABOUT 6.5 MILES ENE OF BROWNSVILLE
 AB1371'AND ABOUT 9.0 MILES SE OF LOS FRESNOS.  IT IS ABOUT 200 FEET
 AB1371'S OF THE BROWNSVILLE SHIP CHANNEL AND ABOUT 75 FEET W OF
 AB1371'A DITCH THAT DRAINS INTO THE SHIP CHANNEL.
 AB1371'
 AB1371'THE STATION MARK IS A U.S. ENGINEER, GALVESTON OFFICE, STANDARD
 AB1371'DISK SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT IN DIAMETER,
 AB1371'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  THERE IS A
 AB1371'SIGN ABOUT 10 FEET S OF THE STATION ON WHICH IS PAINTED
 AB1371'THE NUMBERS 87.
 AB1371'
 AB1371'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AB1371'
 AB1371'THE REFERENCE MARKS ARE STAMPED NO. 1 AND NO. 2 1939.
 AB1371'
 AB1371'THE AZIMUTH MARK IS A U.S.E.D. TRIANGULATION STATION NO.
 AB1371'80, MARKED THE SAME AS NO. 87, ABOUT 1.2 MILES SE OF STATION
 AB1371'AND ABOUT 200 FEET S OF THE EDGE OF THE BROWNSVILLE SHIP
 AB1371'CHANNEL.
 AB1371'
 AB1371'TO REACH FROM PORT BROWNSVILLE GO S ON A PAVED ROAD, LEAVING
 AB1371'THE HIGHWAY JUST W OF A WAREHOUSE ON THE DOCK, FOR 0.25 MILE.
 AB1371'TURN E AT THE S END OF A WAREHOUSE AND GO 0.6 MILE ALONG
 AB1371'THE S SIDE OF THE SHIP CHANNEL TO THE STATION.
 AB1371'
 AB1371'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 AB1371
 AB1371                          STATION RECOVERY (1947)
 AB1371
 AB1371'RECOVERY NOTE BY US ENGINEERS 1947 (RCB)
 AB1371'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 AB1371'IN GOOD CONDITION.  DUE TO DREDGING IT IS IMPRACTICAL TO USE
 AB1371'THE OLD AZIMUTH MARK.  THE OLD DESCRIPTION FOR STATION AND
 AB1371'REFERENCE MARKS IS ADEQUATE.  A DESCRIPTION FOR NEW AZIMUTH
 AB1371'MARK AND TO REACH IS AS FOLLOWS.
 AB1371'
 AB1371'AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION.  IT IS 48
 AB1371'FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 6 FEET NORTH
 AB1371'OF A BLACK WITNESS POST.  THE MARK IS A U.S. ENGINEER, GALVESTON
 AB1371'OFFICE, STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 AB1371'ABOUT 1 FOOT IN DIAMETER STAMPED 85,000, PROJECTING ABOUT
 AB1371'5 INCHES ABOVE THE GROUND.
 AB1371'
 AB1371'TO REACH STATION FROM THE PORT BROWNSVILLE WATER TANK AND
 AB1371'T-ROAD INTERSECTION GO SOUTH ON CONCRETE ROAD FOR 0.3 MILE
 AB1371'TO GUARD GATE, CONTINUE STRAIGHT AHEAD 0.1 MILE TO CORNER
 AB1371'OF BUILDING, TURN LEFT AND GO 0.5 MILE ALONG THE SOUTH SIDE
 AB1371'OF SHIP CHANNEL TO STATION ON THE RIGHT AS DESCRIBED, CONTINUE
 AB1371'STRAIGHT AHEAD FOR 0.35 MILE TO AZIMUTH MARK ON THE RIGHT.
 AB1371'
 AB1371'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS
 AB1371
 AB1371                          STATION RECOVERY (1950)
 AB1371
 AB1371'RECOVERY NOTE BY US ENGINEERS 1950 (GEM)
 AB1371'STATION, R.M. NO. 1, R.M. NO. 2, AND AZIMUTH MARK, RECOVERED
 AB1371'IN GOOD CONDITION.
 AB1371'
 AB1371'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AB1371'
 AB1371'TO REACH FROM INTERSECTION OF FARM ROAD 511 AND T ROAD
 AB1371'AT GULF ATLANTIC WAREHOUSE COMPANY, IN PORT BROWNSVILLE, GO
 AB1371'E, FOR 0.8 MILE ON SHELL ROAD TO N-S DRAINAGE DITCH.  STATION
 AB1371'IS 110 FT. W. OF DITCH, 240 FT. SSE. OF BROWNSVILLE SHIP
 AB1371'CHANNEL, 5 FT. N. OF AN OLD RAILROAD TIE PROJECTING 5 FT.,
 AB1371'BEARING THE NUMBER 87.
 AB1371'
 AB1371'A USE BRONZE DISK, GALVESTON DISTRICT, STAMPED 87/000 AND
 AB1371'SET IN A CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING
 AB1371'0.2 FT.
 AB1371'
 AB1371'R.M. NO. 1 IS 68.82 FT. N. OF THE STATION.  A STANDARD DISK,
 AB1371'STAMPED NO 1 1939 AND SET IN A CONCRETE MONUMENT PROJECTING
 AB1371'0.4 FT.
 AB1371'
 AB1371'R.M. NO. 2 IS 82.67 FT. W. OF THE STATION.  A STANDARD DISK,
 AB1371'STAMPED NO 2 1939 AND SET IN A CONCRETE MONUMENT PROJECTING
 AB1371'0.5 FT.
 AB1371'
 AB1371'AZIMUTH MARK IS A USED TRIANGULATION STATION NO 80.  IT IS
 AB1371'1.3 MILES NE. OF THE STATION ALONG THE SE. SIDE OF THE CHANNEL.
 AB1371'IT IS APPROXIMATELY 100 FT. NE. OF THE CHANNEL LEADING TO
 AB1371'THE BROWNSVILLE YACHT CLUB, AND 276 FT. S. OF THE S. EDGE OF
 AB1371'THE BROWNSVILLE SHIP CHANNEL.  A USED, GALVESTON OFFICE,
 AB1371'DISK STAMPED 80/000, SET IN A CONCRETE MONUMENT 12 INCHES
 AB1371'IN DIAMETER PROJECTING 0.4 FT.
 AB1371
 AB1371                          STATION RECOVERY (1955)
 AB1371
 AB1371'RECOVERY NOTE BY US ENGINEERS 1955 (AAD)
 AB1371'STATION DESTROYED DUE TO ENLARGEMENT OF TURNING BASIN OF THE
 AB1371'BROWNSVILLE SHIP CHANNEL.  IT WAS NOT DISCOVERED THAT THIS
 AB1371'POINT WAS A TRIANGULATION STATION UNTIL DREDGING HAD DESTROYED
 AB1371'THE STATION.
 AB1371
 AB1371                          STATION RECOVERY (1991)
 AB1371
 AB1371'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0969 ***********************************************************************
 CD0969  DESIGNATION -  NO 9K
 CD0969  PID         -  CD0969
 CD0969  STATE/COUNTY-  TX/CULBERSON
 CD0969  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0969
 CD0969                         *CURRENT SURVEY CONTROL
 CD0969  ___________________________________________________________________
 CD0969* NAD 83(1993)-  31 53 32.88051(N)    104 32 55.50748(W)     ADJUSTED  
 CD0969* NAVD 88     -      1251.     (meters)    4104.     (feet)  SCALED    
 CD0969  ___________________________________________________________________
 CD0969  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 CD0969  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CD0969
 CD0969  HORZ ORDER  -  THIRD
 CD0969
 CD0969.The horizontal coordinates were established by classical geodetic methods
 CD0969.and adjusted by the National Geodetic Survey in February 1996..
 CD0969
 CD0969.The orthometric height was scaled from a topographic map.
 CD0969
 CD0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0969
 CD0969.The geoid height was determined by GEOID03.
 CD0969
 CD0969;                    North         East     Units Scale Factor Converg.
 CD0969;SPC TX C     - 3,254,308.177   301,302.104   MT  1.00000247   -2 10 16.3
 CD0969;SPC TX C     -10,676,842.74    988,521.99   sFT  1.00000247   -2 10 16.3
 CD0969;UTM  13      - 3,528,605.332   542,672.644   MT  0.99962246   +0 14 18.3
 CD0969
 CD0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0969!SPC TX C     -   0.99980743  x   1.00000247  =   0.99980990
 CD0969!UTM  13      -   0.99980743  x   0.99962246  =   0.99942996
 CD0969
 CD0969:                Primary Azimuth Mark                     Grid Az
 CD0969:SPC TX C     -  GYP                                      024 00 17.0
 CD0969:UTM  13      -  GYP                                      021 35 42.4
 CD0969
 CD0969|---------------------------------------------------------------------|
 CD0969| PID    Reference Object                     Distance      Geod. Az  |
 CD0969|                                                           dddmmss.s |
 CD0969| CD0968 GYP                                 APPROX.10.0 KM 0215000.7 |
 CD0969|---------------------------------------------------------------------|
 CD0969
 CD0969                          SUPERSEDED SURVEY CONTROL
 CD0969
 CD0969  NAD 83(1993)-  31 53 32.88189(N)    104 32 55.50655(W) AD(       ) 3
 CD0969  NAD 83(1986)-  31 53 32.88180(N)    104 32 55.50552(W) AD(       ) 3
 CD0969  NAD 27      -  31 53 32.47013(N)    104 32 53.71043(W) AD(       ) 3
 CD0969
 CD0969.Superseded values are not recommended for survey control.
 CD0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0969.See file dsdata.txt to determine how the superseded data were derived.
 CD0969
 CD0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER4267328605(NAD 83)
 CD0969_MARKER: DD = SURVEY DISK
 CD0969_SETTING: 66 = SET IN ROCK OUTCROP
 CD0969_SP_SET: SET IN ROCK OUTCROP
 CD0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0969+STABILITY: POSITION/ELEVATION WELL
 CD0969
 CD0969  HISTORY     - Date     Condition        Report By
 CD0969  HISTORY     - 1932     MONUMENTED       USGS
 CD0969
 CD0969                          STATION DESCRIPTION
 CD0969
 CD0969'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CD0969'ABOUT 3.0 MI. N. OF GUADALUPE LANDING FIELD FORT WORTH - EL PASO AIR
 CD0969'LINE, ON A POINT OF MESA, ABOUT 0.5 MI. N. OF THE DELAWARE RIVER.
 CD0969'STATION IS ABOUT 5.0 MI. NW. OF 9-K RANCH.
 CD0969'
 CD0969'STATION IS BEST REACHED BY LEAVING CARLSBAD - EL PASO HIGHWAY, 0.5 MI.
 CD0969'S. OF NEW MEXICO - TEXAS STATE LINE AND GOING SE. ON RD. TO GUADALUPE
 CD0969'PUMP STATION.  FOLLOW SAID RD. TO THE INTERSECTION OF THE GAS LINE RD.
 CD0969'AND TURN W., 3.3 MI. TO A POINT ABOUT 0.25 MI. S. OF STATION.
 CD0969'
 CD0969'STATION MARK--STANDARD TABLET CEMENTED IN ROCK IN PLACE UNDER CENTER
 CD0969'OF CAIRN, STAMPED ---R 1932---.
 CD0969'
 CD0969'REFERENCE MARK--STANDARD REFERENCE TABLET CEMENTED IN ROCK, STAMPED
 CD0969'---R 1932---, 31.20 FT. FROM STATION, N 73 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1540 ***********************************************************************
 AB1540  DESIGNATION -  NO G 43 USE 1939
 AB1540  PID         -  AB1540
 AB1540  STATE/COUNTY-  TX/CAMERON
 AB1540  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1540
 AB1540                         *CURRENT SURVEY CONTROL
 AB1540  ___________________________________________________________________
 AB1540* NAD 83(1993)-  26 00 20.44606(N)    097 16 27.85983(W)     ADJUSTED  
 AB1540* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AB1540  ___________________________________________________________________
 AB1540  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 AB1540  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB1540
 AB1540  HORZ ORDER  -  THIRD
 AB1540
 AB1540.The horizontal coordinates were established by classical geodetic methods
 AB1540.and adjusted by the National Geodetic Survey in February 1996..
 AB1540
 AB1540.The orthometric height was scaled from a topographic map.
 AB1540
 AB1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1540
 AB1540.The geoid height was determined by GEOID03.
 AB1540
 AB1540;                    North         East     Units Scale Factor Converg.
 AB1540;SPC TX S     - 5,038,157.308   422,701.344   MT  1.00004445   +0 33 23.1
 AB1540;SPC TX S     -16,529,354.43  1,386,812.66   sFT  1.00004445   +0 33 23.1
 AB1540;UTM  14      - 2,877,453.313   672,701.351   MT  0.99996828   +0 45 24.5
 AB1540
 AB1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1540!SPC TX S     -   1.00000275  x   1.00004445  =   1.00004720
 AB1540!UTM  14      -   1.00000275  x   0.99996828  =   0.99997103
 AB1540
 AB1540                          SUPERSEDED SURVEY CONTROL
 AB1540
 AB1540  NAD 83(1986)-  26 00 20.45958(N)    097 16 27.81205(W) AD(       ) 3
 AB1540  NAD 27      -  26 00 19.17200(N)    097 16 26.89700(W) AD(       ) 3
 AB1540
 AB1540.Superseded values are not recommended for survey control.
 AB1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1540.See file dsdata.txt to determine how the superseded data were derived.
 AB1540
 AB1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7270177453(NAD 83)
 AB1540_MARKER: DD = SURVEY DISK
 AB1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1540
 AB1540  HISTORY     - Date     Condition        Report By
 AB1540  HISTORY     - 1939     MONUMENTED       USE
 AB1540  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AB1540
 AB1540                          STATION DESCRIPTION
 AB1540
 AB1540'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AB1540'STATION IS LOCATED ABOUT 8 MILES NE OF PORT BROWNSVILLE,
 AB1540'5.5 MILES SW OF PORT ISABEL AND 220 FEET S OF THE BANK OF THE
 AB1540'BROWNSVILLE SHIP CHANNEL AND ABOUT 12 FEET ABOVE THE WATER.
 AB1540'
 AB1540'STATION IS MARKED BY A STANDARD U.S.E.D., GALVESTON DISTRICT,
 AB1540'BRASS DISK SET IN ABOUT AN 18-INCH CONCRETE POST.  MARK IS
 AB1540'STAMPED U.S.E.D. G-43.  THERE IS A WHITE WITNESS POST,
 AB1540'MARKED 43, SET 5 FEET N OF STATION.  THIS IS AN INTERSECTION
 AB1540'STATION.
 AB1540
 AB1540                          STATION RECOVERY (1950)
 AB1540
 AB1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1540'STATION RECOVERED IN GOOD CONDITION.  THE WHITE WITNESS POST
 AB1540'IS GONE.  A CONCRETE MONUMENT 26 INCHES IN DIAMETER WITH A
 AB1540'3/8-INCH DIAMETER ROD IN THE CENTER WAS FOUND, NOT AN 18-INCH
 AB1540'CONCRETE POST WITH A U.S.E.D. DISK AS DESCRIBED.  A COMPLETE
 AB1540'NEW DESCRIPTION FOLLOWS--
 AB1540'
 AB1540'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 AB1540'4 AND 48 (BOCA CHICA ROAD AND PORT BROWNSVILLE ROAD) GO E ON
 AB1540'STATE HIGHWAY 4 FOR 13.1 MILES TO THE INTERSECTION ON A T-ROAD
 AB1540'N, TURN N (LEFT) AND GO 4.7 MILES TO THE BROWNSVILLE CHANNEL,
 AB1540'TURN SW (LEFT) AND GO 1.8 MILES ALONG THE CHANNEL TO A POST
 AB1540'BEARING THE NUMBER 43, TURN SE (LEFT) AND GO 220 FEET TO
 AB1540'STATION.  STATION IS 5 FEET NW OF AN OLD RAILROAD TIE
 AB1540'PROJECTING 5.0 FEET, A 3/8-INCH DIAMETER ROD WITH AN X AND
 AB1540'CENTER PUNCH MARK, SET IN A CONCRETE MONUMENT 26 INCHES IN
 AB1540'DIAMETER, MARKED G USED, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2360 ***********************************************************************
 AN2360  DESIGNATION -  NOBLE 1934
 AN2360  PID         -  AN2360
 AN2360  STATE/COUNTY-  TX/CALHOUN
 AN2360  USGS QUAD   -  KAMEY (1995)
 AN2360
 AN2360                         *CURRENT SURVEY CONTROL
 AN2360  ___________________________________________________________________
 AN2360* NAD 83(1993)-  28 39 40.77420(N)    096 38 07.07018(W)     ADJUSTED  
 AN2360* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AN2360  ___________________________________________________________________
 AN2360  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AN2360  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN2360
 AN2360  HORZ ORDER  -  THIRD
 AN2360
 AN2360.The horizontal coordinates were established by classical geodetic methods
 AN2360.and adjusted by the National Geodetic Survey in February 1996..
 AN2360
 AN2360.The orthometric height was scaled from a topographic map.
 AN2360
 AN2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2360
 AN2360.The geoid height was determined by GEOID03.
 AN2360
 AN2360;                    North         East     Units Scale Factor Converg.
 AN2360;SPC TXSC     - 4,094,102.409   831,129.596   MT  0.99993182   +1 09 30.6
 AN2360;SPC TXSC     -13,432,067.65  2,726,797.68   sFT  0.99993182   +1 09 30.6
 AN2360;UTM  14      - 3,172,752.622   731,104.319   MT  1.00025917   +1 08 04.9
 AN2360
 AN2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2360!SPC TXSC     -   1.00000318  x   0.99993182  =   0.99993500
 AN2360!UTM  14      -   1.00000318  x   1.00025917  =   1.00026235
 AN2360
 AN2360                          SUPERSEDED SURVEY CONTROL
 AN2360
 AN2360  NAD 83(1986)-  28 39 40.78451(N)    096 38 07.06051(W) AD(       ) 3
 AN2360  NAD 27      -  28 39 39.79800(N)    096 38 06.13900(W) AD(       ) 3
 AN2360
 AN2360.Superseded values are not recommended for survey control.
 AN2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2360.See file dsdata.txt to determine how the superseded data were derived.
 AN2360
 AN2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3110472753(NAD 83)
 AN2360_MARKER: DS = TRIANGULATION STATION DISK
 AN2360_SETTING: 0 = UNSPECIFIED SETTING
 AN2360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2360
 AN2360  HISTORY     - Date     Condition        Report By
 AN2360  HISTORY     - 1934     MONUMENTED       CGS
 AN2360  HISTORY     - 1948     GOOD             CGS
 AN2360  HISTORY     - 1950     GOOD             CGS
 AN2360  HISTORY     - 1956     SEE DESCRIPTION  CONOCO
 AN2360  HISTORY     - 1970     SEE DESCRIPTION  LOCSUR
 AN2360  HISTORY     - 19980725 POOR             USPSQD
 AN2360
 AN2360                          STATION DESCRIPTION
 AN2360
 AN2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2360'STATION IS LOCATED ABOUT 3 MILES NNW FROM PORT LAVACA, ON THE
 AN2360'W SHORE OF LAVACA BAY.  IT IS 85 METERS SW FROM THE BAY SHORE,
 AN2360'90 METERS E OF A LONE WINDMILL, AND 2 MILES NW OF NOBLE
 AN2360'POINT.
 AN2360'
 AN2360'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2360'NO REFERENCE MARK WAS SET.
 AN2360'
 AN2360'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2360'CENTER OF DRAWBRIDGE ON LAVACA BAY CAUSEWAY, 98 DEG.  PORT
 AN2360'LAVACA WATER TANK, 163 DEG.  WINDMILL (90 METERS), 270 DEG.
 AN2360'AND SMALL WHITE HOUSE OWNED BY F.J. MACHACEK (1 MILE), 320 DEG.
 AN2360'
 AN2360'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AN2360
 AN2360                          STATION RECOVERY (1948)
 AN2360
 AN2360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2360'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN2360
 AN2360                          STATION RECOVERY (1950)
 AN2360
 AN2360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN2360'RECOVERED AS DESCRIBED.  DESCRIPTION BY E.O.H. IS ADEQUATE.
 AN2360
 AN2360                          STATION RECOVERY (1956)
 AN2360
 AN2360'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1956
 AN2360'LETTER OF MR. C.J. BYRNES, CHIEF SURVEYOR, CONTINENTAL
 AN2360'OIL CO., PONCA CITY, OKLAHOMA, DATED JANUARY 30, 1956--
 AN2360'
 AN2360'FOUND AS DESCRIBED.  STATION IS IN A PLOWED FIELD IN DANGER
 AN2360'OF BEING DESTROYED BY FARM IMPLEMENTS.
 AN2360
 AN2360                          STATION RECOVERY (1970)
 AN2360
 AN2360'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (MB)
 AN2360'STATION RECOVERED BY MUNROE AND BASS.
 AN2360'
 AN2360'IT WAS REPORTED BY MR. MURRAY BASS, JR. THAT STATION NOBLE
 AN2360'HAS APPARENTLY BEEN STRUCK AND IS SLIGHTLY ASKEW.  WINDMILL
 AN2360'AND REMAINS THEREOF NO LONGER VISIBLE.  TO REACH STATION
 AN2360'FROM THE INTERSECTION OF THE STATE HIGHWAY 35 AND F.M. 1090
 AN2360'NEAR PORT LAVACA GO APPROXIMATELY 2.3 MILES N.W. ON F.M.
 AN2360'1090 FROM HWY 35, TURN RIGHT ON DIRT ROAD (ACTUALLY A TURN
 AN2360'ROW) GO ABOUT 8000 FT ALONG ROAD TO BLUFF, TURN RIGHT ALONG
 AN2360'BLUFF AND GO IN A SOUTHERLY DIRECTION ALONG BLUFF TO A
 AN2360'DRAINAGE DITCH.  STATION IS LOCATED APPROXIMATELY 100 M. SOUTH
 AN2360'OF DITCH IN FIELD AS PREVIOUSLY DESCRIBED.  CAUTION--STATION
 AN2360'IS INACCESSIBLE BY THIS ROUTE IN WET WEATHER.  IF
 AN2360'APPROACHING BY BOAT, STATION IS APPROXIMATELY 2.50 M.
 AN2360'NORTH OF A WHITE HOUSE W/RED ROOF OVERLOOKING BAY.
 AN2360
 AN2360                          STATION RECOVERY (1998)
 AN2360
 AN2360'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2360'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1482 ***********************************************************************
 AH1482  DESIGNATION -  NOCHE BUENO WINDMILL
 AH1482  PID         -  AH1482
 AH1482  STATE/COUNTY-  TX/KLEBERG
 AH1482  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1482
 AH1482                         *CURRENT SURVEY CONTROL
 AH1482  ___________________________________________________________________
 AH1482* NAD 83(1993)-  27 23 27.82503(N)    097 27 25.67871(W)     ADJUSTED  
 AH1482* NAVD 88     -                                                        
 AH1482  ___________________________________________________________________
 AH1482  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AH1482  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AH1482
 AH1482  HORZ ORDER  -  THIRD
 AH1482
 AH1482.The horizontal coordinates were established by classical geodetic methods
 AH1482.and adjusted by the National Geodetic Survey in February 1996..
 AH1482
 AH1482
 AH1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1482
 AH1482.The geoid height was determined by GEOID03.
 AH1482
 AH1482;                    North         East     Units Scale Factor Converg.
 AH1482;SPC TX S     - 5,191,476.153   403,139.543   MT  0.99991786   +0 28 24.5
 AH1482;SPC TX S     -17,032,368.01  1,322,633.65   sFT  0.99991786   +0 28 24.5
 AH1482;UTM  14      - 3,030,695.328   652,553.478   MT  0.99988728   +0 42 35.8
 AH1482
 AH1482                          SUPERSEDED SURVEY CONTROL
 AH1482
 AH1482  NAD 83(1986)-  27 23 27.84014(N)    097 27 25.65347(W) AD(       ) 4
 AH1482  NAD 27      -  27 23 26.70200(N)    097 27 24.68000(W) AD(       ) 3
 AH1482
 AH1482.Superseded values are not recommended for survey control.
 AH1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1482.See file dsdata.txt to determine how the superseded data were derived.
 AH1482
 AH1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5255330695(NAD 83)
 AH1482_MARKER: 66 = WINDMILL
 AH1482
 AH1482  HISTORY     - Date     Condition        Report By
 AH1482  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1482
 AH1482                          STATION DESCRIPTION
 AH1482
 AH1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1482'ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 10 MILES
 AH1482'SOUTH OF LAURELES, ABOUT 3-1/2 MILES NORTH OF MARTILLO CAMP,
 AH1482'67.6 FT. W OF W EDGE CIRCULAR CONCRETE WATER TANK SURROUNDED
 AH1482'BY A BAND OF ASPHALT PAVEMENT.  WINDMILL VANE HAS FOLLOWING
 AH1482'WORDS PRINTED THEREON--SAMSCO, CORPUS CHRISTI NOCHE BUENA
 AH1482'MILL, 1939.
 AH1482'
 AH1482'THE NAME NOCHE BUENO MEANS GOOD NIGHT BUT IS USED MEANING
 AH1482'CHRISTMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1377 ***********************************************************************
 DN1377  DESIGNATION -  NOCONA MUNICIPAL TANK
 DN1377  PID         -  DN1377
 DN1377  STATE/COUNTY-  TX/MONTAGUE
 DN1377  USGS QUAD   -  NOCONA (1982)
 DN1377
 DN1377                         *CURRENT SURVEY CONTROL
 DN1377  ___________________________________________________________________
 DN1377* NAD 83(1993)-  33 47 17.65068(N)    097 43 32.96640(W)     ADJUSTED  
 DN1377* NAVD 88     -                                                        
 DN1377  ___________________________________________________________________
 DN1377  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 DN1377  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DN1377
 DN1377  HORZ ORDER  -  THIRD
 DN1377
 DN1377.The horizontal coordinates were established by classical geodetic methods
 DN1377.and adjusted by the National Geodetic Survey in February 1996..
 DN1377
 DN1377
 DN1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1377
 DN1377.The geoid height was determined by GEOID03.
 DN1377
 DN1377;                    North         East     Units Scale Factor Converg.
 DN1377;SPC TXNC     - 2,235,532.652   671,695.207   MT  0.99995511   +0 25 20.0
 DN1377;SPC TXNC     - 7,334,410.04  2,203,720.02   sFT  0.99995511   +0 25 20.0
 DN1377;UTM  14      - 3,739,405.960   617,962.314   MT  0.99977154   +0 42 31.3
 DN1377
 DN1377                          SUPERSEDED SURVEY CONTROL
 DN1377
 DN1377  NAD 83(1993)-  33 47 17.65331(N)    097 43 32.96555(W) AD(       ) 4
 DN1377  NAD 83(1986)-  33 47 17.65415(N)    097 43 32.95499(W) AD(       ) 4
 DN1377  NAD 27      -  33 47 17.29500(N)    097 43 31.85200(W) AD(       ) 3
 DN1377
 DN1377.Superseded values are not recommended for survey control.
 DN1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1377.See file dsdata.txt to determine how the superseded data were derived.
 DN1377
 DN1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1796239406(NAD 83)
 DN1377_MARKER: 53 = ELEVATED TANK
 DN1377
 DN1377  HISTORY     - Date     Condition        Report By
 DN1377  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1377  HISTORY     - 1969     GOOD             CGS
 DN1377  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN1377
 DN1377                          STATION DESCRIPTION
 DN1377
 DN1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1377'THE STATION IS 120 FEET NORTH OF THE CENTER EAST NORTH FRONT
 DN1377'STREET AND 65 FEET WEST OF THE CENTER OF COOKE STREET.  A
 DN1377'4-LEGGED STEEL STRUCTURE SUPPORTS THE TANK PROPER.  IT HAS
 DN1377'AN OVER-ALL HEIGHT OF 120 FEET AND THE BALL AT THE APEX WAS
 DN1377'THE POINT OBSERVED UPON.
 DN1377
 DN1377                          STATION RECOVERY (1969)
 DN1377
 DN1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1377'STATION RECOVERED IN GOOD CONDITION.
 DN1377
 DN1377                          STATION RECOVERY (1995)
 DN1377
 DN1377'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0925 ***********************************************************************
 AW0925  DESIGNATION -  NOFFKE
 AW0925  PID         -  AW0925
 AW0925  STATE/COUNTY-  TX/HARRIS
 AW0925  USGS QUAD   -  JACINTO CITY (1982)
 AW0925
 AW0925                         *CURRENT SURVEY CONTROL
 AW0925  ___________________________________________________________________
 AW0925* NAD 83(1993)-  29 46 18.71866(N)    095 08 23.06266(W)     ADJUSTED  
 AW0925* NAVD 88     -         8.287  (meters)      27.19   (feet)  ADJUSTED  
 AW0925  ___________________________________________________________________
 AW0925  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW0925  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0925  DYNAMIC HT  -           8.276 (meters)      27.15  (feet)  COMP
 AW0925  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 AW0925
 AW0925  HORZ ORDER  -  FIRST
 AW0925  VERT ORDER  -  FIRST     CLASS II
 AW0925
 AW0925.The horizontal coordinates were established by classical geodetic methods
 AW0925.and adjusted by the National Geodetic Survey in February 1996..
 AW0925
 AW0925.The orthometric height was determined by differential leveling
 AW0925.and adjusted by the National Geodetic Survey in June 1991..
 AW0925
 AW0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0925
 AW0925.The geoid height was determined by GEOID03.
 AW0925
 AW0925.The dynamic height is computed by dividing the NAVD 88
 AW0925.geopotential number by the normal gravity value computed on the
 AW0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0925.degrees latitude (g = 980.6199 gals.).
 AW0925
 AW0925.The modeled gravity was interpolated from observed gravity values.
 AW0925
 AW0925;                    North         East     Units Scale Factor Converg.
 AW0925;SPC TXSC     - 4,221,002.369   973,203.120   MT  0.99989222   +1 53 28.3
 AW0925;SPC TXSC     -13,848,405.27  3,192,917.24   sFT  0.99989222   +1 53 28.3
 AW0925;UTM  15      - 3,295,425.354   293,132.119   MT  1.00012803   -1 03 46.3
 AW0925
 AW0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0925!SPC TXSC     -   1.00000297  x   0.99989222  =   0.99989519
 AW0925!UTM  15      -   1.00000297  x   1.00012803  =   1.00013100
 AW0925
 AW0925|---------------------------------------------------------------------|
 AW0925| PID    Reference Object                     Distance      Geod. Az  |
 AW0925|                                                           dddmmss.s |
 AW0925| AW0926 NOFFKE RM 3                          24.747 METERS 07521     |
 AW0925| AW3465 NOFFKE RM 1                                        0953017.6 |
 AW0925| AW0927 NOFFKE RM 4                          25.027 METERS 10528     |
 AW0925| AW3788 SHELL                               APPROX. 6.8 KM 1721111.2 |
 AW0925| AW3466 NOFFKE RM 2                          43.586 METERS 18435     |
 AW0925|---------------------------------------------------------------------|
 AW0925
 AW0925                          SUPERSEDED SURVEY CONTROL
 AW0925
 AW0925  NAD 83(1986)-  29 46 18.73371(N)    095 08 23.04387(W) AD(       ) 1
 AW0925  NAD 27      -  29 46 17.91955(N)    095 08 22.28944(W) AD(       ) 1
 AW0925  NGVD 29 (12/23/87)    8.284  (m)           27.18   (f) ADJUSTED    1 2
 AW0925
 AW0925.Superseded values are not recommended for survey control.
 AW0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0925.See file dsdata.txt to determine how the superseded data were derived.
 AW0925
 AW0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9313295425(NAD 83)
 AW0925_MARKER: DS = TRIANGULATION STATION DISK
 AW0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0925_SP_SET: CONCRETE POST
 AW0925_STAMPING: NOFFKE 1931
 AW0925_MARK LOGO: CGS   
 AW0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0925+STABILITY: SURFACE MOTION
 AW0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0925+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 AW0925
 AW0925  HISTORY     - Date     Condition        Report By
 AW0925  HISTORY     - 1931     MONUMENTED       CGS
 AW0925  HISTORY     - 1937     GOOD             TXHD
 AW0925  HISTORY     - 1942     GOOD             CGS
 AW0925  HISTORY     - 1949     GOOD             HLPCO
 AW0925  HISTORY     - 1951     GOOD             CGS
 AW0925  HISTORY     - 1952     GOOD             CGS
 AW0925  HISTORY     - 1954     GOOD             CGS
 AW0925  HISTORY     - 1955     GOOD             CGS
 AW0925  HISTORY     - 1964     GOOD             CGS
 AW0925  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AW0925  HISTORY     - 1973     GOOD             NGS
 AW0925  HISTORY     - 1978     GOOD             NGS
 AW0925  HISTORY     - 1986     GOOD             NGS
 AW0925  HISTORY     - 1987     GOOD             USPSQD
 AW0925  HISTORY     - 1987     POOR             USPSQD
 AW0925  HISTORY     - 1988     GOOD             USPSQD
 AW0925  HISTORY     - 1988     GOOD             USPSQD
 AW0925  HISTORY     - 1989     GOOD             USPSQD
 AW0925  HISTORY     - 19981017 GOOD             USPSQD
 AW0925  HISTORY     - 19991113 GOOD             USPSQD
 AW0925  HISTORY     - 20041122 GOOD             USPSQD
 AW0925
 AW0925                          STATION DESCRIPTION
 AW0925
 AW0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW0925'ABOUT 14 MILES E OF HOUSTON, ABOUT 5 MILES W OF THE SAN
 AW0925'JACINTO RIVER BRIDGE, ON N SIDE OF HOUSTON-GOOSE CREEK PAVED
 AW0925'ROAD, ON OLD NOFFKE ESTATE, ON LAND NOW BELONGING TO MRS.
 AW0925'DOROTHY CANION OF HOUSTON, ON TOP OF A RISE ABOUT 10 FEET
 AW0925'HIGH LEFT WHEN ROAD WAS EXCAVATED, AND 24.5 FEET N OF FENCE
 AW0925'AT TOP OF CLAY BANK.
 AW0925'
 AW0925'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW0925'SET IN CONCRETE.
 AW0925'
 AW0925'REFERENCE MARK 1 IS 24 FEET N OF WIRE FENCE, 37 FEET S OF
 AW0925'S EDGE OF CONCRETE PAVEMENT, ON SLIGHT RISE BETWEEN ROAD
 AW0925'AND FENCE, AND 0.2 MILE FROM STATION S 84 DEG 30 MIN E.
 AW0925'
 AW0925'REFERENCE MARK 2 IS 57 FEET S OF S EDGE OF CONCRETE PAVEMENT,
 AW0925'IN FENCELINE S OF ROAD, AND 143.0 FEET FROM STATION S 04 DEG 35 MIN W.
 AW0925'
 AW0925'REACHED FROM HOUSTON VIA HOUSTON-GOOSE CREEK PAVED ROAD ABOUT
 AW0925'14 MILES TO CONCRETE BRIDGE OVER CARPENTERS BAYOU, THENCE
 AW0925'0.2 MILE E TO STATION ON FIRST KNOLL E OF BAYOU.
 AW0925
 AW0925                          STATION RECOVERY (1937)
 AW0925
 AW0925'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW0925'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 AW0925'NO ATTEMPT WAS MADE TO RECOVER REFERENCE MARKS.
 AW0925
 AW0925                          STATION RECOVERY (1942)
 AW0925
 AW0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW0925'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW0925'CONDITION.
 AW0925'
 AW0925'STATION IS ABOUT 5 MILES W OF THE SAN JACINTO RIVER BRIDGE,
 AW0925'ABOUT 0.25 MILE E OF SMALL CONCRETE BRIDGE OVER CARPENTERS
 AW0925'BAYOU, ABOUT 0.1 MILE W OF INTERSECTION OF ROAD LEADING N,
 AW0925'ON THE N SIDE OF THE HOUSTON-GOOSE CREEK PAVED ROAD, ON A SMALL
 AW0925'KNOLL, IN FRONT LAWN SURROUNDING WHITE FRAME HOUSE BELONGING
 AW0925'TO MRS. BESS BELL BENNICK IN 1942, 18.2 FEET S OF THE S
 AW0925'SIDE OF HER HOUSE, 75 FEET N OF THE CENTER LINE OF THE ROAD,
 AW0925'AND 8 FEET E OF THE CENER LINE OF THE DRIVEWAY.
 AW0925'
 AW0925'STATION MARK IS STAMPED NOFFKE 1931 AND PROJECTS ABOUT 0.2
 AW0925'FOOT.
 AW0925'
 AW0925'REFERENCE MARK 1 IS ABOUT 0.2 MILE E OF THE STATION, ABOUT
 AW0925'0.1 MILE E OF THE INTERSECTION OF ROAD LEADING N, ABOUT 132
 AW0925'FEET S OF A SMALL FRAME HOUSE, 50 FEET S OF THE CENTER LINE
 AW0925'OF THE ROAD, AND 24 FEET S OF STEEL FENCE.  IT IS STAMPED
 AW0925'NOFFKE NO 1 1931 AND PROJECTS ABOUT 0.2 FOOT.
 AW0925'
 AW0925'REFERENCE MARK 2 IS 142.3 FEET S OF THE STATION, ABOUT 160
 AW0925'FEET S OF WHITE FRAME HOUSE, 67.3 FEET S OF THE CENTER LINE
 AW0925'OF THE ROAD, AND 3.8 FEET N OF RIGHT-OF-WAY FENCE.  IT IS
 AW0925'STAMPED NOFFKE NO 2 1931 AND PROJECTS ABOUT 0.3 FOOT.
 AW0925
 AW0925                          STATION RECOVERY (1949)
 AW0925
 AW0925'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1949 (THE)
 AW0925'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY
 AW0925'EXCEPT THAT BOTH REFERENCE MARKS HAVE BEEN DESTROYED IN THE
 AW0925'WIDENING OF MARKET STREET ROAD.
 AW0925
 AW0925                          STATION RECOVERY (1951)
 AW0925
 AW0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 AW0925'STATION MARK RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AW0925'IT IS NOW LOCATED IN THE FRONT YARD OF A LARGE HOUSE.  THE
 AW0925'FOLLOWING MEASURMENTS WERE MADE--18.35 FEET S OF THE S FOUNDATION
 AW0925'OF MAIN PART OF THE HOUSE, 20.4 FEET SE OF THE SW CORNER OF THE
 AW0925'GARAGE WHICH IS THE W END OF HOUSE, 62.5 FEET E OF THE W
 AW0925'PROPERTY LINE BOUNDARY, FENCE LINE, AND ABOUT 65.0 FEET N
 AW0925'(SLOPE DISTANCE) OF THE N EDGE OF THE PAVED ROAD.
 AW0925'
 AW0925'BOTH REFERENCE MARKS HAVE EVIDENTLY BEEN DESTROYED BY THE
 AW0925'WIDENING OF THE HIGHWAY.  THE ORIGINAL DESCRIPTION TO REACH
 AW0925'THE STATION IS PROBABLY GOOD BUT WAS NOT CHECKED, STATION
 AW0925'WAS RECOVERED FROM THE 0.2 MILE E ON THE HOUSTON-GOOSE CREEK
 AW0925'ROAD OF CARPENTERS BAYOU, AS PREVIOUSLY STATED.
 AW0925
 AW0925                          STATION RECOVERY (1952)
 AW0925
 AW0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW0925'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 AW0925'1 WAS NOT RECOVERED.  REFERENCE MARK 2 WAS DESTROYED.  THE
 AW0925'MONUMENT WAS FOUND LYING ON THE GROUND.  THE 1942 DESCRIPTION
 AW0925'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 AW0925'
 AW0925'STATION IS LOCATED APPROXIMATELY 1.5 MILES E OF CLOVER LEAF,
 AW0925'AT OLD RIVER TERRACE, 850 FEET W OF THE INTERSECTION OF
 AW0925'MARKET STREET ROAD ANMD DILLDALE AVENUE, ON THE N SIDE
 AW0925'OF MARKET STREET ROAD, ON THE FRONT LAWN OF PROPERTY OWNED
 AW0925'BY M.L. MORTON, 20.5 FEET SE OF THE SW CORNER OF THE HOUSE,
 AW0925'8.5 FEET E OF THE CENTER LINE OF THE DRIVEWAY, AND 4.0 FEET
 AW0925'W OF A LARGE CEDAR BUSH.
 AW0925'
 AW0925'STATION MARK IS A STANDARD DISK, STAMPED NOFFKE 1931, AND
 AW0925'SET IN A 12- BY 12-INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW0925
 AW0925                          STATION RECOVERY (1954)
 AW0925
 AW0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CRR)
 AW0925'3.55 MI. E ALONG MARKET STREET ROAD FROM THE MARKET STREET
 AW0925'BAPTIST CHURCH AT GREENS BAYOU, 0.95 MI. E OF THE N ENTRANCE
 AW0925'TO THE SAN JACINTO ORDNANCE DEPOT, 0.1 MI. W OF A STORE,
 AW0925'75 FT. N OF THE CENTERLINE OF MARKET STREET ROAD, 20.4 FT.
 AW0925'SE OF THE SW CORNER OF A LARGE WHITE HOUSE, 25.4 FT. N OF A
 AW0925'FENCE, 8 FT. E OF THE CENTERLINE OF A DRIVEWAY, 6 FT. NW
 AW0925'OF A 6-IN. CEDAR TREE, A TRIANGULATION-STATION DISK, SET IN
 AW0925'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE
 AW0925'GROUND, AND STAMPED NOFFKE 1931.
 AW0925'
 AW0925'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE
 AW0925'MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW0925
 AW0925                          STATION RECOVERY (1955)
 AW0925
 AW0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW0925'THE STATION WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 AW0925'MARKS PREVIOUSLY REPORTED LOST WERE NOT SEARCHED FOR.  TWO NEW
 AW0925'REFERENCE MARKS WERE ESTABLISHED BY THIS PARTY.  A NEW
 AW0925'DESCRIPTION FOLLOWS--
 AW0925'
 AW0925'THE STATION IS LOCATED 1.0 MI. W OF CHANNELVIEW, ON THE N
 AW0925'SIDE OF MARKET STREET, ON THE FRONT LAWN OF FRONT NUMBER 15309.
 AW0925'
 AW0925'TO REACH THE STATION FROM THE POST OFFICE IN CHANNELVIEW, GO
 AW0925'W ON MARKET STREET FOR 1.0 MI. TO HOUSE NUMBER 15309 AND
 AW0925'THE STATION SITE.
 AW0925'
 AW0925'THE STATION MARK, A STANDARD DISK, STAMPED NOFFKE 1931 AND
 AW0925'SET IN A 12-IN. SQUARE CONCRTE MONUMENT PROJECTING 0.2 FT. IS
 AW0925'20.4 FT. SE OF THE SW CORNER OF THE HOUSE, 41.2 FT. W-SW OF
 AW0925'THE SE CORNER OF THE HOUSE, 79.7 FT. N OF THE CENTERLINE OF
 AW0925'MARKET STREET, 8.1 FT. E OF THE CENTERLINE OF THE DRIVE, AND 4
 AW0925'FT. W OF A CEDAR BUSH.
 AW0925'
 AW0925'REFERENCE MARK 3, A STANDARD DISK, STAMPED NOFFKE 1931 RM NO
 AW0925'3 AND SET IN A CONCRETE MONUMENT 12-IN. IN DIAMETER FLUSH WITH
 AW0925'THE GROUND, IS 42.0 FT. E OF THE SE CORNER OF THE HOUSE, 98.2 FT.
 AW0925'N OF THE CENTERLINE OF MARKET STREET, AND 0.5 FT. E OF A FENCE.
 AW0925'
 AW0925'REFERENCE MARK 4, A STANDARD DISK, STAMPED NOFFKE 1931 RM NO
 AW0925'4 AND SET IN A CONCRETE MONUMENT 12-IN. IN DIAMETER PROJECTING
 AW0925'0.2 FT. ABOVE THE GROUND, IS AT A FENCE CORNER, 1.0 FT. NE OF THE
 AW0925'CORNER POST, 55.0 FT. N OF THE CENTERLINE OF MARKET STREET, AND
 AW0925'59.8 FT. SE OF THE SE CORNER OF THE HOUSE.
 AW0925'
 AW0925'IT WAS NOT PRACTICAL TO SET AN AZIMUTH MARK AT THIS STATION.
 AW0925
 AW0925                          STATION RECOVERY (1964)
 AW0925
 AW0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0925'THIS MARK WAS RECOVERED AS DESCRIBED.
 AW0925'
 AW0925'R.M. 3 WAS RECOVERED AS DESCRIBED.
 AW0925'
 AW0925'R.M. 4 WAS RECOVERED AS DESCRIBED.
 AW0925
 AW0925                          STATION RECOVERY (1968)
 AW0925
 AW0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0925'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 AW0925'RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY L.F.W. 1955.
 AW0925'
 AW0925'A TOWER COULD NOT BE BUILT OVER THE STATION MARK.  NOFFKE
 AW0925'2 WAS ESTABLISHED AND A TRAVERSE CONNECTION WAS MADE AT THIS
 AW0925'TIME.  SEE DESCRIPTION THEREOF.
 AW0925
 AW0925                          STATION RECOVERY (1973)
 AW0925
 AW0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0925'1.6 MI W FROM CHANNELVIEW.
 AW0925'ABOUT 1.6 MILES WEST ALONG MARKET ST. FROM THE POST OFFICE AT
 AW0925'CHANNELVIEW, 75 FEET NORTH OF THE CENTER LINE OF THE ROAD IN THE YARD
 AW0925'OF A LARGE FRAME HOUSE, (FIRST HOUSE WEST OF A TRAILER PARK), 20 1/2
 AW0925'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A GARAGE ON THE WEST SIDE OF
 AW0925'THE HOUSE, 6 FEET NORTHWEST OF A LARGE CEDAR TREE, 8 FEET EAST OF THE
 AW0925'CENTER LINE OF THE DRIVE, 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 AW0925'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW0925
 AW0925                          STATION RECOVERY (1978)
 AW0925
 AW0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0925'RECOVERED IN GOOD CONDITION.
 AW0925
 AW0925                          STATION RECOVERY (1986)
 AW0925
 AW0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0925'RECOVERED IN GOOD CONDITION.
 AW0925
 AW0925                          STATION RECOVERY (1987)
 AW0925
 AW0925'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0925'RECOVERED IN GOOD CONDITION.
 AW0925
 AW0925                          STATION RECOVERY (1987)
 AW0925
 AW0925'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0925'MARK RECOVERED IN POOR CONDITION.
 AW0925
 AW0925                          STATION RECOVERY (1988)
 AW0925
 AW0925'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0925'RECOVERED IN GOOD CONDITION.
 AW0925
 AW0925                          STATION RECOVERY (1988)
 AW0925
 AW0925'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0925'RECOVERED IN GOOD CONDITION.
 AW0925
 AW0925                          STATION RECOVERY (1989)
 AW0925
 AW0925'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0925'RECOVERED IN GOOD CONDITION.
 AW0925
 AW0925                          STATION RECOVERY (1998)
 AW0925
 AW0925'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0925'RECOVERED IN GOOD CONDITION.
 AW0925
 AW0925                          STATION RECOVERY (1999)
 AW0925
 AW0925'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0925'RECOVERED IN GOOD CONDITION.
 AW0925
 AW0925                          STATION RECOVERY (2004)
 AW0925
 AW0925'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0929 ***********************************************************************
 AW0929  DESIGNATION -  NOFFKE 2
 AW0929  PID         -  AW0929
 AW0929  STATE/COUNTY-  TX/HARRIS
 AW0929  USGS QUAD   -  JACINTO CITY (1982)
 AW0929
 AW0929                         *CURRENT SURVEY CONTROL
 AW0929  ___________________________________________________________________
 AW0929* NAD 83(1993)-  29 46 16.95357(N)    095 08 23.27459(W)     ADJUSTED  
 AW0929* NAVD 88     -         5.863  (meters)      19.24   (feet)  ADJUSTED  
 AW0929  ___________________________________________________________________
 AW0929  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW0929  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0929  DYNAMIC HT  -           5.855 (meters)      19.21  (feet)  COMP
 AW0929  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 AW0929
 AW0929  HORZ ORDER  -  FIRST
 AW0929  VERT ORDER  -  FIRST     CLASS II
 AW0929
 AW0929.The horizontal coordinates were established by classical geodetic methods
 AW0929.and adjusted by the National Geodetic Survey in February 1996..
 AW0929
 AW0929.The orthometric height was determined by differential leveling
 AW0929.and adjusted by the National Geodetic Survey in June 1991..
 AW0929
 AW0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0929
 AW0929.The geoid height was determined by GEOID03.
 AW0929
 AW0929.The dynamic height is computed by dividing the NAVD 88
 AW0929.geopotential number by the normal gravity value computed on the
 AW0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0929.degrees latitude (g = 980.6199 gals.).
 AW0929
 AW0929.The modeled gravity was interpolated from observed gravity values.
 AW0929
 AW0929;                    North         East     Units Scale Factor Converg.
 AW0929;SPC TXSC     - 4,220,947.867   973,199.224   MT  0.99989216   +1 53 28.2
 AW0929;SPC TXSC     -13,848,226.46  3,192,904.45   sFT  0.99989216   +1 53 28.2
 AW0929;UTM  15      - 3,295,371.112   293,125.418   MT  1.00012807   -1 03 46.3
 AW0929
 AW0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0929!SPC TXSC     -   1.00000335  x   0.99989216  =   0.99989551
 AW0929!UTM  15      -   1.00000335  x   1.00012807  =   1.00013142
 AW0929
 AW0929|---------------------------------------------------------------------|
 AW0929| PID    Reference Object                     Distance      Geod. Az  |
 AW0929|                                                           dddmmss.s |
 AW0929| AW0925 NOFFKE                               54.647 METERS 00559     |
 AW0929| AW0930 NOFFKE 2 RM 5                        25.347 METERS 07646     |
 AW0929| CV6613 NOFFKE 2 AZ MK                                     0881554.8 |
 AW0929| AW0928 NOFFKE 2 RM 6                        24.231 METERS 19222     |
 AW0929|---------------------------------------------------------------------|
 AW0929
 AW0929                          SUPERSEDED SURVEY CONTROL
 AW0929
 AW0929  NAD 83(1986)-  29 46 16.96942(N)    095 08 23.25570(W) AD(       ) 1
 AW0929  NAD 27      -  29 46 16.15439(N)    095 08 22.50135(W) AD(       ) 1
 AW0929  NGVD 29 (12/23/87)    5.860  (m)           19.23   (f) ADJUSTED    1 2
 AW0929
 AW0929.Superseded values are not recommended for survey control.
 AW0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0929.See file dsdata.txt to determine how the superseded data were derived.
 AW0929
 AW0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9312595371(NAD 83)
 AW0929_MARKER: DS = TRIANGULATION STATION DISK
 AW0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0929_SP_SET: CONCRETE POST
 AW0929_STAMPING: NOFFKE 2 1968
 AW0929_MARK LOGO: CGS   
 AW0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0929+STABILITY: SURFACE MOTION
 AW0929
 AW0929  HISTORY     - Date     Condition        Report By
 AW0929  HISTORY     - 1968     MONUMENTED       CGS
 AW0929  HISTORY     - 1973     GOOD             NGS
 AW0929  HISTORY     - 1978     GOOD             NGS
 AW0929  HISTORY     - 1986     GOOD             NGS
 AW0929  HISTORY     - 1987     GOOD             USPSQD
 AW0929  HISTORY     - 1987     GOOD             USPSQD
 AW0929  HISTORY     - 1988     GOOD             USPSQD
 AW0929  HISTORY     - 1988     GOOD             USPSQD
 AW0929  HISTORY     - 1988     GOOD             USPSQD
 AW0929  HISTORY     - 1988     GOOD             USPSQD
 AW0929  HISTORY     - 1989     GOOD             USPSQD
 AW0929  HISTORY     - 19981017 GOOD             USPSQD
 AW0929  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW0929
 AW0929                          STATION DESCRIPTION
 AW0929
 AW0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0929'THE STATION IS LOCATED ON THE PROPERTY OF THE LOUISIANA LAND
 AW0929'DEVELOPMENT COMPANY, ABOUT 13-1/2 MILES EAST OF THE CENTER OF
 AW0929'HOUSTON, 1 MILE WEST OF CHANNELVIEW AND 0.2 MILE SOUTH OF
 AW0929'INTERSTATE HIGHWAY 10.
 AW0929'
 AW0929'TO REACH THE STATION FROM THE POST OFFICE IN CHANNELVIEW, GO WEST
 AW0929'ON MARKET STREET FOR 0.65 MILE TO A CROSSROAD, (MARKET STREET AND
 AW0929'SHELDON ROAD).  TURN LEFT ON SHELDON ROAD AND GO SOUTH FOR ABOUT
 AW0929'100 FEET TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 AW0929'GRAVELED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AW0929'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.85 MILE TO A GATE ON THE
 AW0929'RIGHT, (ABOUT 0.05 MILE BEFORE REACHING A WOODEN BRIDGE).  TURN
 AW0929'RIGHT, PASS THROUGH THE GATE AND GO ABOUT 80 FEET TO THE STATION.
 AW0929'
 AW0929'THE STATION MARK IS A STANDARD DISK STAMPED NOFFKE 2 1968, SET IN
 AW0929'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 AW0929'INCHES ABOVE THE GROUND.  IT IS 97 FEET SOUTH OF THE CENTER OF
 AW0929'MARKET STREET, 77 FEET NORTH-NORTHEAST OF THE CENTER OF THE GATE, 71
 AW0929'FEET SOUTHWEST OF A POWER LINE AND TELEPHONE POLE WITH NUMBER
 AW0929'15310 AND 31 FEET SOUTH OF AN EAST-WEST WIRE FENCE.
 AW0929'
 AW0929'REFERENCE MARK 5 IS A STANDARD DISK STAMPED NOFFKE 2 NO 5 1968, SET
 AW0929'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW0929'6 INCHES ABOVE THE GROUND.  IT IS 81 FEET SOUTH OF THE CENTER OF
 AW0929'MARKET STREET, 26 FEET SOUTHEAST OF THE POLE WITH NUMBER 15310, 15
 AW0929'FEET SOUTH OF THE EAST-WEST WIRE FENCE AND ABOUT 1 FOOT HIGHER
 AW0929'THAN THE STATION MARK.
 AW0929'
 AW0929'REFERENCE MARK 6 IS A STANDARD DISK STAMPED NOFFKE 2 NO 6 1968, SET
 AW0929'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW0929'6 INCHES ABOVE THE GROUND.  IT IS 62 FEET NORTHWEST OF THE CENTER
 AW0929'OF THE GRAVELED ROAD, 1.4 FEET WEST OF THE WEST GATE POST, 1.1 FEET
 AW0929'NORTHWEST OF THE CHAIN LINK FENCE AND ABOUT 2-1/2 FEET LOWER
 AW0929'THAN THE STATION MARK.
 AW0929'
 AW0929'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NOFFKE 1968, SET IN THE
 AW0929'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 5
 AW0929'INCHES ABOVE THE GROUND.  IT IS 70 FEET SOUTH OF THE CENTER OF MARKET
 AW0929'STREET, 56 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 7
 AW0929'FEET SOUTH OF A POWER LINE POLE, 4 FEET SOUTH OF A CHAIN LINK FENCE
 AW0929'AND 3.9 FEET SOUTHEAST OF A METAL WITNESS POST.
 AW0929'
 AW0929'NOFFKE 1931 IS A STANDARD STATION DISK STAMPED NOFFKE 1931, SET IN
 AW0929'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW0929'THE GROUND.  IT IS 80 FEET NORTH OF THE CENTER OF MARKET STREET,
 AW0929'41.2 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE NUMBER
 AW0929'15309, 20.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE,
 AW0929'8.1 FEET EAST OF THE CENTER OF A DRIVEWAY AND 4 FEET WEST OF A
 AW0929'CEDAR BUSH.
 AW0929'
 AW0929'NOTE--NO MEASUREMENTS BETWEEN R.M.S DUE TO HEAVY BRUSH.
 AW0929'
 AW0929'HEIGHT OF LIGHT ABOVE STATION MARK 33.5 METERS.
 AW0929
 AW0929                          STATION RECOVERY (1973)
 AW0929
 AW0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0929'1.6 MI W FROM CHANNELVIEW.
 AW0929'ABOUT 1.6 MILES WEST ALONG MARKET ST. FROM THE POST OFFICE AT
 AW0929'CHANNELVIEW, SOUTH OF AND ACROSS RD. FROM A LARGE FRAME HOUSE AND THE
 AW0929'ACRE REST TRAILER PARK, 97 FEET SOUTH OF THE CENTER LINE OF MARKET
 AW0929'ST., 71 FEET SOUTHWEST OF POWER POLE 15310, 31 FEET SOUTH OF A ROAD
 AW0929'R.O.W. FENCE, AND ABOUT 172 FEET SOUTH OF AND ACROSS FROM MARKET ST.
 AW0929'FROM NOFFKE 1931.
 AW0929
 AW0929                          STATION RECOVERY (1978)
 AW0929
 AW0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0929'RECOVERED IN GOOD CONDITION.
 AW0929
 AW0929                          STATION RECOVERY (1986)
 AW0929
 AW0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0929'RECOVERED IN GOOD CONDITION.
 AW0929
 AW0929                          STATION RECOVERY (1987)
 AW0929
 AW0929'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0929'RECOVERED IN GOOD CONDITION.
 AW0929
 AW0929                          STATION RECOVERY (1987)
 AW0929
 AW0929'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0929'RECOVERED IN GOOD CONDITION.
 AW0929
 AW0929                          STATION RECOVERY (1988)
 AW0929
 AW0929'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0929'RECOVERED IN GOOD CONDITION.
 AW0929
 AW0929                          STATION RECOVERY (1988)
 AW0929
 AW0929'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0929'RECOVERED IN GOOD CONDITION.
 AW0929
 AW0929                          STATION RECOVERY (1988)
 AW0929
 AW0929'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0929'RECOVERED IN GOOD CONDITION.
 AW0929
 AW0929                          STATION RECOVERY (1988)
 AW0929
 AW0929'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0929'RECOVERED IN GOOD CONDITION.
 AW0929
 AW0929                          STATION RECOVERY (1989)
 AW0929
 AW0929'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0929'RECOVERED IN GOOD CONDITION.
 AW0929
 AW0929                          STATION RECOVERY (1998)
 AW0929
 AW0929'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0929'RECOVERED IN GOOD CONDITION.
 AW0929
 AW0929                          STATION RECOVERY (1999)
 AW0929
 AW0929'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0930 ***********************************************************************
 AW0930  DESIGNATION -  NOFFKE 2 RM 5
 AW0930  PID         -  AW0930
 AW0930  STATE/COUNTY-  TX/HARRIS
 AW0930  USGS QUAD   -  JACINTO CITY (1982)
 AW0930
 AW0930                         *CURRENT SURVEY CONTROL
 AW0930  ___________________________________________________________________
 AW0930* NAD 83(1986)-  29 46 18.     (N)    095 08 21.     (W)     SCALED    
 AW0930* NAVD 88     -         6.206  (meters)      20.36   (feet)  ADJUSTED  
 AW0930  ___________________________________________________________________
 AW0930  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0930  DYNAMIC HT  -           6.198 (meters)      20.33  (feet)  COMP
 AW0930  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 AW0930
 AW0930  VERT ORDER  -  FIRST     CLASS II
 AW0930
 AW0930.The horizontal coordinates were scaled from a topographic map and have
 AW0930.an estimated accuracy of +/- 6 seconds.
 AW0930
 AW0930.The orthometric height was determined by differential leveling
 AW0930.and adjusted by the National Geodetic Survey in June 1991..
 AW0930
 AW0930.The geoid height was determined by GEOID03.
 AW0930
 AW0930.The dynamic height is computed by dividing the NAVD 88
 AW0930.geopotential number by the normal gravity value computed on the
 AW0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0930.degrees latitude (g = 980.6199 gals.).
 AW0930
 AW0930.The modeled gravity was interpolated from observed gravity values.
 AW0930
 AW0930;                    North         East    Units  Estimated Accuracy
 AW0930;SPC TXSC     - 4,220,980.      973,260.      MT  (+/- 180 meters Scaled)
 AW0930
 AW0930                          SUPERSEDED SURVEY CONTROL
 AW0930
 AW0930  NGVD 29 (12/23/87)    6.204  (m)           20.35   (f) ADJUSTED    1 2
 AW0930
 AW0930.Superseded values are not recommended for survey control.
 AW0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0930.See file dsdata.txt to determine how the superseded data were derived.
 AW0930
 AW0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN931954(NAD 83)
 AW0930_MARKER: DR = REFERENCE MARK DISK
 AW0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0930_SP_SET: CONCRETE POST
 AW0930_STAMPING: NOFFKE 2 NO 5 1968
 AW0930_MARK LOGO: CGS   
 AW0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0930+STABILITY: SURFACE MOTION
 AW0930
 AW0930  HISTORY     - Date     Condition        Report By
 AW0930  HISTORY     - 1968     MONUMENTED       CGS
 AW0930  HISTORY     - 1972     GOOD             NGS
 AW0930  HISTORY     - 1978     GOOD             NGS
 AW0930  HISTORY     - 1986     GOOD             NGS
 AW0930  HISTORY     - 1987     GOOD             USPSQD
 AW0930  HISTORY     - 1987     GOOD             USPSQD
 AW0930  HISTORY     - 1988     GOOD             USPSQD
 AW0930  HISTORY     - 1988     GOOD             USPSQD
 AW0930  HISTORY     - 1988     GOOD             USPSQD
 AW0930  HISTORY     - 1988     GOOD             USPSQD
 AW0930  HISTORY     - 1989     GOOD             USPSQD
 AW0930  HISTORY     - 19981017 GOOD             USPSQD
 AW0930  HISTORY     - 19991113 GOOD             USPSQD
 AW0930
 AW0930                          STATION DESCRIPTION
 AW0930
 AW0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0930'1.6 MI W FROM CHANNELVIEW.
 AW0930'ABOUT 1.6 MILES WEST ALONG MARKET ST. FROM THE POST OFFICE AT
 AW0930'CHANNELVIEW, 81 FEET SOUTH OF THE CENTER LINE OF MARKET ST., 15 FEET
 AW0930'SOUTH OF THE SOUTH ROAD R.O.W. FENCE, 26 FEET SOUTHEAST OF POWER POLE
 AW0930'15310, IN A THICKET OF SMALL TREES, 5 FEET ABOVE THE LEVEL OF THE
 AW0930'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW0930
 AW0930                          STATION RECOVERY (1978)
 AW0930
 AW0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0930'RECOVERED IN GOOD CONDITION.
 AW0930
 AW0930                          STATION RECOVERY (1986)
 AW0930
 AW0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0930'RECOVERED IN GOOD CONDITION.
 AW0930
 AW0930                          STATION RECOVERY (1987)
 AW0930
 AW0930'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0930'RECOVERED IN GOOD CONDITION.
 AW0930
 AW0930                          STATION RECOVERY (1987)
 AW0930
 AW0930'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0930'RECOVERED IN GOOD CONDITION.
 AW0930
 AW0930                          STATION RECOVERY (1988)
 AW0930
 AW0930'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0930'RECOVERED IN GOOD CONDITION.
 AW0930
 AW0930                          STATION RECOVERY (1988)
 AW0930
 AW0930'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0930'RECOVERED IN GOOD CONDITION.
 AW0930
 AW0930                          STATION RECOVERY (1988)
 AW0930
 AW0930'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0930'RECOVERED IN GOOD CONDITION.
 AW0930
 AW0930                          STATION RECOVERY (1988)
 AW0930
 AW0930'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0930'RECOVERED IN GOOD CONDITION.
 AW0930
 AW0930                          STATION RECOVERY (1989)
 AW0930
 AW0930'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0930'RECOVERED IN GOOD CONDITION.
 AW0930
 AW0930                          STATION RECOVERY (1998)
 AW0930
 AW0930'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0930'RECOVERED IN GOOD CONDITION.
 AW0930
 AW0930                          STATION RECOVERY (1999)
 AW0930
 AW0930'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0928 ***********************************************************************
 AW0928  DESIGNATION -  NOFFKE 2 RM 6
 AW0928  PID         -  AW0928
 AW0928  STATE/COUNTY-  TX/HARRIS
 AW0928  USGS QUAD   -  JACINTO CITY (1982)
 AW0928
 AW0928                         *CURRENT SURVEY CONTROL
 AW0928  ___________________________________________________________________
 AW0928* NAD 83(1986)-  29 46 17.     (N)    095 08 22.     (W)     SCALED    
 AW0928* NAVD 88     -         5.219  (meters)      17.12   (feet)  ADJUSTED  
 AW0928  ___________________________________________________________________
 AW0928  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0928  DYNAMIC HT  -           5.212 (meters)      17.10  (feet)  COMP
 AW0928  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 AW0928
 AW0928  VERT ORDER  -  FIRST     CLASS II
 AW0928
 AW0928.The horizontal coordinates were scaled from a topographic map and have
 AW0928.an estimated accuracy of +/- 6 seconds.
 AW0928
 AW0928.The orthometric height was determined by differential leveling
 AW0928.and adjusted by the National Geodetic Survey in June 1991..
 AW0928
 AW0928.The geoid height was determined by GEOID03.
 AW0928
 AW0928.The dynamic height is computed by dividing the NAVD 88
 AW0928.geopotential number by the normal gravity value computed on the
 AW0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0928.degrees latitude (g = 980.6199 gals.).
 AW0928
 AW0928.The modeled gravity was interpolated from observed gravity values.
 AW0928
 AW0928;                    North         East    Units  Estimated Accuracy
 AW0928;SPC TXSC     - 4,220,950.      973,230.      MT  (+/- 180 meters Scaled)
 AW0928
 AW0928                          SUPERSEDED SURVEY CONTROL
 AW0928
 AW0928  NGVD 29 (12/23/87)    5.217  (m)           17.12   (f) ADJUSTED    1 2
 AW0928
 AW0928.Superseded values are not recommended for survey control.
 AW0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0928.See file dsdata.txt to determine how the superseded data were derived.
 AW0928
 AW0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN931953(NAD 83)
 AW0928_MARKER: DR = REFERENCE MARK DISK
 AW0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0928_SP_SET: CONCRETE POST
 AW0928_STAMPING: NOFFKE 2 NO 6 1968
 AW0928_MARK LOGO: CGS   
 AW0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0928+STABILITY: SURFACE MOTION
 AW0928
 AW0928  HISTORY     - Date     Condition        Report By
 AW0928  HISTORY     - 1968     MONUMENTED       CGS
 AW0928  HISTORY     - 1973     GOOD             NGS
 AW0928  HISTORY     - 1978     GOOD             NGS
 AW0928  HISTORY     - 1986     GOOD             NGS
 AW0928  HISTORY     - 1987     GOOD             USPSQD
 AW0928  HISTORY     - 1987     GOOD             USPSQD
 AW0928  HISTORY     - 1988     GOOD             USPSQD
 AW0928  HISTORY     - 1988     GOOD             USPSQD
 AW0928  HISTORY     - 1988     GOOD             USPSQD
 AW0928  HISTORY     - 1988     GOOD             USPSQD
 AW0928  HISTORY     - 1989     GOOD             USPSQD
 AW0928  HISTORY     - 19981017 GOOD             USPSQD
 AW0928  HISTORY     - 19991113 GOOD             USPSQD
 AW0928
 AW0928                          STATION DESCRIPTION
 AW0928
 AW0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0928'1.6 MI W FROM CHANNELVIEW.
 AW0928'ABOUT 1.6 MILES WEST ALONG MARKET ST. FROM THE POST OFFICE AT
 AW0928'CHANNELVIEW, 176.5 FEET SOUTH OF THE CENTER LINE OF MARKET ST., 62
 AW0928'FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL ROAD ON OLD ORDNANCE
 AW0928'DEPOT RESERVATION, 79.5 FEET SOUTH OF NOFFKE 2 1968 TRIANGULATION
 AW0928'STATION, 1.1 FEET NORTH OF A CHAIN LINK FENCE, 1.4 FEET NORTHWEST OF A
 AW0928'4-INCH PIPE GATE POST, AND SET IN THE TOP OF A CONCRETE POST
 AW0928'PROJECTING 3 INCHES.
 AW0928
 AW0928                          STATION RECOVERY (1978)
 AW0928
 AW0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0928'RECOVERED IN GOOD CONDITION.
 AW0928
 AW0928                          STATION RECOVERY (1986)
 AW0928
 AW0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0928'RECOVERED IN GOOD CONDITION.
 AW0928
 AW0928                          STATION RECOVERY (1987)
 AW0928
 AW0928'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0928'RECOVERED IN GOOD CONDITION.
 AW0928
 AW0928                          STATION RECOVERY (1987)
 AW0928
 AW0928'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0928'RECOVERED IN GOOD CONDITION.
 AW0928
 AW0928                          STATION RECOVERY (1988)
 AW0928
 AW0928'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0928'RECOVERED IN GOOD CONDITION.
 AW0928
 AW0928                          STATION RECOVERY (1988)
 AW0928
 AW0928'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0928'RECOVERED IN GOOD CONDITION.
 AW0928
 AW0928                          STATION RECOVERY (1988)
 AW0928
 AW0928'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0928'RECOVERED IN GOOD CONDITION.
 AW0928
 AW0928                          STATION RECOVERY (1988)
 AW0928
 AW0928'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0928'RECOVERED IN GOOD CONDITION.
 AW0928
 AW0928                          STATION RECOVERY (1989)
 AW0928
 AW0928'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0928'RECOVERED IN GOOD CONDITION.
 AW0928
 AW0928                          STATION RECOVERY (1998)
 AW0928
 AW0928'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0928'RECOVERED IN GOOD CONDITION.
 AW0928
 AW0928                          STATION RECOVERY (1999)
 AW0928
 AW0928'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0926 ***********************************************************************
 AW0926  DESIGNATION -  NOFFKE RM 3
 AW0926  PID         -  AW0926
 AW0926  STATE/COUNTY-  TX/HARRIS
 AW0926  USGS QUAD   -  JACINTO CITY (1982)
 AW0926
 AW0926                         *CURRENT SURVEY CONTROL
 AW0926  ___________________________________________________________________
 AW0926* NAD 83(1986)-  29 46 21.     (N)    095 08 22.     (W)     SCALED    
 AW0926* NAVD 88     -         7.673  (meters)      25.17   (feet)  ADJUSTED  
 AW0926  ___________________________________________________________________
 AW0926  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0926  DYNAMIC HT  -           7.662 (meters)      25.14  (feet)  COMP
 AW0926  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 AW0926
 AW0926  VERT ORDER  -  FIRST     CLASS II
 AW0926
 AW0926.The horizontal coordinates were scaled from a topographic map and have
 AW0926.an estimated accuracy of +/- 6 seconds.
 AW0926
 AW0926.The orthometric height was determined by differential leveling
 AW0926.and adjusted by the National Geodetic Survey in June 1991..
 AW0926
 AW0926.The geoid height was determined by GEOID03.
 AW0926
 AW0926.The dynamic height is computed by dividing the NAVD 88
 AW0926.geopotential number by the normal gravity value computed on the
 AW0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0926.degrees latitude (g = 980.6199 gals.).
 AW0926
 AW0926.The modeled gravity was interpolated from observed gravity values.
 AW0926
 AW0926;                    North         East    Units  Estimated Accuracy
 AW0926;SPC TXSC     - 4,221,070.      973,230.      MT  (+/- 180 meters Scaled)
 AW0926
 AW0926                          SUPERSEDED SURVEY CONTROL
 AW0926
 AW0926  NGVD 29 (12/23/87)    7.670  (m)           25.16   (f) ADJUSTED    1 2
 AW0926
 AW0926.Superseded values are not recommended for survey control.
 AW0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0926.See file dsdata.txt to determine how the superseded data were derived.
 AW0926
 AW0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN931954(NAD 83)
 AW0926_MARKER: DR = REFERENCE MARK DISK
 AW0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0926_SP_SET: CONCRETE POST
 AW0926_STAMPING: NOFFKE NO 3 1931
 AW0926_MARK LOGO: CGS   
 AW0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0926+STABILITY: SURFACE MOTION
 AW0926
 AW0926  HISTORY     - Date     Condition        Report By
 AW0926  HISTORY     - 1931     MONUMENTED       CGS
 AW0926  HISTORY     - 1973     GOOD             NGS
 AW0926  HISTORY     - 1978     GOOD             NGS
 AW0926  HISTORY     - 1986     GOOD             NGS
 AW0926  HISTORY     - 1987     GOOD             USPSQD
 AW0926  HISTORY     - 1987     GOOD             USPSQD
 AW0926  HISTORY     - 1988     GOOD             USPSQD
 AW0926  HISTORY     - 1988     GOOD             USPSQD
 AW0926  HISTORY     - 1988     GOOD             USPSQD
 AW0926  HISTORY     - 1989     GOOD             USPSQD
 AW0926  HISTORY     - 19981017 GOOD             USPSQD
 AW0926  HISTORY     - 19991113 GOOD             USPSQD
 AW0926
 AW0926                          STATION DESCRIPTION
 AW0926
 AW0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0926'1.6 MI W FROM CHANNELVIEW.
 AW0926'ABOUT 1.6 MILES WEST ALONG MARKET ST. FROM THE POST OFFICE AT
 AW0926'CHANNELVIEW, 27 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A PORCH
 AW0926'ON THE EAST SIDE OF A LARGE FRAME HOUSE, 0.2 FOOT EAST OF A FENCE AND
 AW0926'ON THE WEST EDGE OF THE PROPERTY OF THE ACRE REST TRAILER PARK, AND
 AW0926'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0926
 AW0926                          STATION RECOVERY (1978)
 AW0926
 AW0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0926'RECOVERED IN GOOD CONDITION.
 AW0926
 AW0926                          STATION RECOVERY (1986)
 AW0926
 AW0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0926'RECOVERED IN GOOD CONDITION.
 AW0926
 AW0926                          STATION RECOVERY (1987)
 AW0926
 AW0926'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0926'RECOVERED IN GOOD CONDITION.
 AW0926
 AW0926                          STATION RECOVERY (1987)
 AW0926
 AW0926'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0926'RECOVERED IN GOOD CONDITION.
 AW0926
 AW0926                          STATION RECOVERY (1988)
 AW0926
 AW0926'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0926'RECOVERED IN GOOD CONDITION.
 AW0926
 AW0926                          STATION RECOVERY (1988)
 AW0926
 AW0926'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW0926'RECOVERED IN GOOD CONDITION.
 AW0926
 AW0926                          STATION RECOVERY (1988)
 AW0926
 AW0926'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0926'RECOVERED IN GOOD CONDITION.
 AW0926
 AW0926                          STATION RECOVERY (1989)
 AW0926
 AW0926'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0926'RECOVERED IN GOOD CONDITION.
 AW0926
 AW0926                          STATION RECOVERY (1998)
 AW0926
 AW0926'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0926'RECOVERED IN GOOD CONDITION.
 AW0926
 AW0926                          STATION RECOVERY (1999)
 AW0926
 AW0926'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0927 ***********************************************************************
 AW0927  DESIGNATION -  NOFFKE RM 4
 AW0927  PID         -  AW0927
 AW0927  STATE/COUNTY-  TX/HARRIS
 AW0927  USGS QUAD   -  JACINTO CITY (1982)
 AW0927
 AW0927                         *CURRENT SURVEY CONTROL
 AW0927  ___________________________________________________________________
 AW0927* NAD 83(1986)-  29 46 19.     (N)    095 08 21.     (W)     SCALED    
 AW0927* NAVD 88     -         7.543  (meters)      24.75   (feet)  ADJUSTED  
 AW0927  ___________________________________________________________________
 AW0927  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0927  DYNAMIC HT  -           7.533 (meters)      24.71  (feet)  COMP
 AW0927  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 AW0927
 AW0927  VERT ORDER  -  FIRST     CLASS II
 AW0927
 AW0927.The horizontal coordinates were scaled from a topographic map and have
 AW0927.an estimated accuracy of +/- 6 seconds.
 AW0927
 AW0927.The orthometric height was determined by differential leveling
 AW0927.and adjusted by the National Geodetic Survey in June 1991..
 AW0927
 AW0927.The geoid height was determined by GEOID03.
 AW0927
 AW0927.The dynamic height is computed by dividing the NAVD 88
 AW0927.geopotential number by the normal gravity value computed on the
 AW0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0927.degrees latitude (g = 980.6199 gals.).
 AW0927
 AW0927.The modeled gravity was interpolated from observed gravity values.
 AW0927
 AW0927;                    North         East    Units  Estimated Accuracy
 AW0927;SPC TXSC     - 4,221,010.      973,260.      MT  (+/- 180 meters Scaled)
 AW0927
 AW0927                          SUPERSEDED SURVEY CONTROL
 AW0927
 AW0927  NGVD 29 (12/23/87)    7.540  (m)           24.74   (f) ADJUSTED    1 2
 AW0927
 AW0927.Superseded values are not recommended for survey control.
 AW0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0927.See file dsdata.txt to determine how the superseded data were derived.
 AW0927
 AW0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN931954(NAD 83)
 AW0927_MARKER: DR = REFERENCE MARK DISK
 AW0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0927_SP_SET: CONCRETE POST
 AW0927_STAMPING: NOFFKE NO 4 1931
 AW0927_MARK LOGO: CGS   
 AW0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0927+STABILITY: SURFACE MOTION
 AW0927
 AW0927  HISTORY     - Date     Condition        Report By
 AW0927  HISTORY     - 1931     MONUMENTED       CGS
 AW0927  HISTORY     - 1973     GOOD             NGS
 AW0927  HISTORY     - 1978     GOOD             NGS
 AW0927  HISTORY     - 1986     GOOD             NGS
 AW0927  HISTORY     - 1987     GOOD             USPSQD
 AW0927  HISTORY     - 1987     GOOD             USPSQD
 AW0927  HISTORY     - 1988     GOOD             USPSQD
 AW0927  HISTORY     - 1988     GOOD             USPSQD
 AW0927  HISTORY     - 1989     GOOD             USPSQD
 AW0927  HISTORY     - 19981017 GOOD             USPSQD
 AW0927  HISTORY     - 19991113 GOOD             USPSQD
 AW0927
 AW0927                          STATION DESCRIPTION
 AW0927
 AW0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0927'1.6 MI W FROM CHANNELVIEW.
 AW0927'ABOUT 1.6 MILES WEST ALONG MARKET ST. FROM THE POST OFFICE AT
 AW0927'CHANNELVIEW, 56 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A PORCH ON
 AW0927'THE EAST SIDE OF A LARGE FRAME HOUSE, IN THE SOUTHWEST CORNER OF THE
 AW0927'ACRE REST TRAILER PARK, 82.4 FEET SOUTHEAST OF TRI. STA. NOFFKE 1931,
 AW0927'51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTHWEST OF
 AW0927'POWER POLE 15, 5 INCHES EAST OF A FENCE, AND 4 FEET ABOVE THE LEVEL OF
 AW0927'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0927
 AW0927                          STATION RECOVERY (1978)
 AW0927
 AW0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0927'RECOVERED IN GOOD CONDITION.
 AW0927
 AW0927                          STATION RECOVERY (1986)
 AW0927
 AW0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0927'RECOVERED IN GOOD CONDITION.
 AW0927
 AW0927                          STATION RECOVERY (1987)
 AW0927
 AW0927'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0927'RECOVERED IN GOOD CONDITION.
 AW0927
 AW0927                          STATION RECOVERY (1987)
 AW0927
 AW0927'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0927'RECOVERED IN GOOD CONDITION.
 AW0927
 AW0927                          STATION RECOVERY (1988)
 AW0927
 AW0927'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0927'RECOVERED IN GOOD CONDITION.
 AW0927
 AW0927                          STATION RECOVERY (1988)
 AW0927
 AW0927'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0927'RECOVERED IN GOOD CONDITION.
 AW0927
 AW0927                          STATION RECOVERY (1989)
 AW0927
 AW0927'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0927'RECOVERED IN GOOD CONDITION.
 AW0927
 AW0927                          STATION RECOVERY (1998)
 AW0927
 AW0927'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0927'RECOVERED IN GOOD CONDITION.
 AW0927
 AW0927                          STATION RECOVERY (1999)
 AW0927
 AW0927'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2741 ***********************************************************************
 BY2741  DESIGNATION -  NOGALUS
 BY2741  PID         -  BY2741
 BY2741  STATE/COUNTY-  TX/HOUSTON
 BY2741  USGS QUAD   -  KENNARD (1951)
 BY2741
 BY2741                         *CURRENT SURVEY CONTROL
 BY2741  ___________________________________________________________________
 BY2741* NAD 83(1993)-  31 16 03.51878(N)    095 07 46.40431(W)     ADJUSTED  
 BY2741* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 BY2741  ___________________________________________________________________
 BY2741  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BY2741  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY2741
 BY2741  HORZ ORDER  -  SECOND
 BY2741
 BY2741.The horizontal coordinates were established by classical geodetic methods
 BY2741.and adjusted by the National Geodetic Survey in February 1996..
 BY2741
 BY2741.The orthometric height was scaled from a topographic map.
 BY2741
 BY2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2741
 BY2741.The geoid height was determined by GEOID03.
 BY2741
 BY2741;                    North         East     Units Scale Factor Converg.
 BY2741;SPC TX C     - 3,189,065.647 1,195,355.387   MT  0.99989250   +2 40 48.9
 BY2741;SPC TX C     -10,462,792.88  3,921,761.80   sFT  0.99989250   +2 40 48.9
 BY2741;UTM  15      - 3,461,220.488   297,247.938   MT  1.00010707   -1 06 20.5
 BY2741
 BY2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2741!SPC TX C     -   0.99998496  x   0.99989250  =   0.99987746
 BY2741!UTM  15      -   0.99998496  x   1.00010707  =   1.00009203
 BY2741
 BY2741|---------------------------------------------------------------------|
 BY2741| PID    Reference Object                     Distance      Geod. Az  |
 BY2741|                                                           dddmmss.s |
 BY2741| CV8940 NOGALUS RM 1                         34.750 METERS 23707     |
 BY2741| CV8939 NOGALUS AZ MK                                      2765805.2 |
 BY2741| BY2743 NOGALUS LOOKOUT TOWER                54.938 METERS 35221     |
 BY2741| BY2742 NOGALUS USE 1949                     56.254 METERS 35409     |
 BY2741|---------------------------------------------------------------------|
 BY2741
 BY2741                          SUPERSEDED SURVEY CONTROL
 BY2741
 BY2741  NAD 83(1986)-  31 16 03.52936(N)    095 07 46.39040(W) AD(       ) 2
 BY2741  NAD 27      -  31 16 02.87500(N)    095 07 45.62400(W) AD(       ) 2
 BY2741
 BY2741.Superseded values are not recommended for survey control.
 BY2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2741.See file dsdata.txt to determine how the superseded data were derived.
 BY2741
 BY2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ9724861220(NAD 83)
 BY2741_MARKER: DS = TRIANGULATION STATION DISK
 BY2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2741
 BY2741  HISTORY     - Date     Condition        Report By
 BY2741  HISTORY     - 1949     MONUMENTED       CGS
 BY2741
 BY2741                          STATION DESCRIPTION
 BY2741
 BY2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2741'(THE STATION IS LOCATED IN THE DAVY CROCKETT NATIONAL FOREST,
 BY2741'ABOUT 10 MILES NORTHEAST OF PENNINGTON AND NEAR THE HOUSTON-TRINITY
 BY2741'COUNTY LINE.  IT IS 52.3 FEET NORTH OF THE NORTHWEST CORNER OF
 BY2741'A GARAGE AND STOREROOM, 6.5 FEET SOUTHWEST OF A WITNESS POST, AND
 BY2741'5.5 FEET SOUTH OF A WOVEN WIRE FENCE.)  IT IS SET FLUSH WITH THE
 BY2741'GROUND AND IS STAMPED NOGALUS 1948.
 BY2741'
 BY2741'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS REFERENCE MARK
 BY2741'DISK CEMENTED IN A DRILLHOLE IN A CONCRETE SLAB.  IT IS 19
 BY2741'FEET SOUTH OF THE CENTER OF A ROAD AND 3.7 FEET NORTHWEST OF
 BY2741'THE NORTHWEST CORNER OF A SHED.  IT IS STAMPED NOGALUS NO 1 1948.
 BY2741'
 BY2741'REFERENCE MARK NO. 2 IS A U.S.E. DISK SET IN THE TOP OF A TEN
 BY2741'INCH SQUARE CONCRETE POST THAT PROJECTS ONE INCH.  IT IS UNDER
 BY2741'THE NOGALUS LOOKOUT TOWER AND IS 7.0 FEET SOUTHWEST OF THE
 BY2741'NORTHEAST LEG OF THE TOWER.  IT IS STAMPED NOGALUS.
 BY2741'
 BY2741'AZIMUTH MARK IS 96.0 FEET EAST-NORTHEAST OF THE CENTER OF
 BY2741'INTERSECTION OF A T-ROAD, 18.0 FEET NORTH OF THE CENTER OF
 BY2741'A GRADED ROAD, 4.0 FEET EAST OF A TELEPHONE POLE, 1.5 FEET EAST
 BY2741'OF A WITNESS POST, AND 1.0 FOOT SOUTH OF A WOVEN WIRE FENCE.  IT
 BY2741'PROJECTS 4 INCHES AND IS STAMPED NOGALUS 1948.
 BY2741'
 BY2741'TO REACH THE STATION FROM THE POST OFFICE IN PENNINGTON, GO
 BY2741'SOUTHEAST ON U.S. HIGHWAY NO. 287 FOR 150 FEET, TURN LEFT ON
 BY2741'FARM ROAD NO. 358 AND GO 0.25 MILE TO A T-ROAD LEFT, AND A
 BY2741'SIGN KENNARD 15, TURN LEFT AND GO 2.0 MILES TO A T-ROAD RIGHT,
 BY2741'CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A T-ROAD LEFT, CONTINUE
 BY2741'STRAIGHT AHEAD FOR 1.75 MILES TO A T-ROAD LEFT, CONTINUE
 BY2741'STRAIGHT AHEAD FOR 3.4 MILES TO A T-ROAD LEFT, CONTINUE
 BY2741'STRAIGHT AHEAD FOR 1.75 MILES TO A CROSSROAD, TURN RIGHT AND GO
 BY2741'1.9 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 96 FEET, AZIMUTH
 BY2741'MARK IS ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 1.4 MILES
 BY2741'TO A FORKS, TAKE LEFT FORK AND GO 0.1 MILE TO A FORKS, TAKE
 BY2741'RIGHT FORK AND GO 0.1 MILE TO THE STATION AS DESCRIBED.
 BY2741'
 BY2741'A 113 FOOT SIGNAL AT CENTER 1942 IS VISIBLE AT 90 FEET.
 BY2741'
 BY2741'A 100 FOOT SIGNAL AT RATCLIFF IS VISIBLE AT 103 FEET.
 BY2741'
 BY2741'A 100 FOOT SIGNAL AT SPIKE (USE) IS VISIBLE AT 103 FEET.
 BY2741'
 BY2741'A 100 FOOT SIGNAL AT GRANVILLE (USE) IS VISIBLE AT 90 FEET.
 BY2741'
 BY2741'A 74 FOOT SIGNAL AT APPLE (USE) IS VISIBLE AT 90 FEET.
 BY2741'
 BY2741'A 100 FOOT SIGNAL AT MT ZION IS VISIBLE AT 90 FEET.
 BY2741'
 BY2741'AN 87 FOOT SIGNAL AT CENTERVILLE IS VISIBLE AT 90 FEET.
 BY2741'
 BY2741'A 100 FOOT SIGNAL AT PINEY IS VISIBLE AT 90 FEET.
 BY2741'
 BY2741'A 120 FOOT SIGNAL AT GROVE 1942 IS VISIBLE AT 90 FEET.
 BY2741'
 BY2741'A 100 FOOT SIGNAL AT WESTVILLE IS VISIBLE AT 77 FEET.
 BY2741'
 BY2741'A 100 FOOT SIGNAL AT PENN 1942 IS VISIBLE AT 77 FEET.
 BY2741'
 BY2741'A 123 FOOT SIGNAL AT TATUM 1942 IS VISIBLE AT 103 FEET.
 BY2741'
 BY2741'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2743 ***********************************************************************
 BY2743  DESIGNATION -  NOGALUS LOOKOUT TOWER
 BY2743  PID         -  BY2743
 BY2743  STATE/COUNTY-  TX/HOUSTON
 BY2743  USGS QUAD   -  KENNARD (1951)
 BY2743
 BY2743                         *CURRENT SURVEY CONTROL
 BY2743  ___________________________________________________________________
 BY2743* NAD 83(1993)-  31 16 05.28670(N)    095 07 46.68080(W)     ADJUSTED  
 BY2743* NAVD 88     -                                                        
 BY2743  ___________________________________________________________________
 BY2743  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BY2743  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY2743
 BY2743  HORZ ORDER  -  THIRD
 BY2743
 BY2743.The horizontal coordinates were established by classical geodetic methods
 BY2743.and adjusted by the National Geodetic Survey in February 1996..
 BY2743
 BY2743
 BY2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2743
 BY2743.The geoid height was determined by GEOID03.
 BY2743
 BY2743;                    North         East     Units Scale Factor Converg.
 BY2743;SPC TX C     - 3,189,119.689 1,195,345.536   MT  0.99989254   +2 40 48.8
 BY2743;SPC TX C     -10,462,970.18  3,921,729.48   sFT  0.99989254   +2 40 48.8
 BY2743;UTM  15      - 3,461,275.074   297,241.675   MT  1.00010711   -1 06 20.7
 BY2743
 BY2743                          SUPERSEDED SURVEY CONTROL
 BY2743
 BY2743  NAD 83(1986)-  31 16 05.29715(N)    095 07 46.66787(W) AD(       ) 4
 BY2743  NAD 27      -  31 16 04.64300(N)    095 07 45.90000(W) AD(       ) 3
 BY2743
 BY2743.Superseded values are not recommended for survey control.
 BY2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2743.See file dsdata.txt to determine how the superseded data were derived.
 BY2743
 BY2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ9724261275(NAD 83)
 BY2743_MARKER: 57 = LOOKOUT TOWER
 BY2743
 BY2743  HISTORY     - Date     Condition        Report By
 BY2743  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2743  HISTORY     - 1949     GOOD             CGS
 BY2743
 BY2743                          STATION DESCRIPTION
 BY2743
 BY2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2743'STATION IS LOCATED IN THE CROCKETT NATIONAL FOREST, NEAR THE
 BY2743'HOUSTON-TRINITY COUNTY LINE AND ABOUT 7 MILES SOUTH-SOUTHEAST
 BY2743'OF THE TOWN OF KENNARD.
 BY2743'
 BY2743'THE FOUR-LEG TRUSSWORK TOWER IS CONSTRUCTED OF CREOSOTE TIMBER
 BY2743'WITH A LOOKOUT HOUSE 7 FEET SQUARE AT THE TOP WHICH IS PAINTED
 BY2743'GRAY.  IT IS ABOUT 120 FEET HIGH AND WAS BUILT IN DECEMBER 1939.
 BY2743'
 BY2743'THE POINT LOCATED WAS THE APEX OF THE PYRAMIDAL ROOF OF THE
 BY2743'LOOKOUT HOUSE.
 BY2743
 BY2743                          STATION RECOVERY (1949)
 BY2743
 BY2743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2743'THE STATION IS LOCATED IN THE DAVY CROCKETT NATIONAL FOREST,
 BY2743'ABOUT 10 MILES NORTHEAST OF PENNINGTON AND IS NEAR THE
 BY2743'HOUSTON-TRINITY COUNTY LINE.  IT IS OWNED AND OPERATED BY THE
 BY2743'U.S. FOREST SERVICE.
 BY2743'
 BY2743'IT IS A FOUR LEGGED WOODEN STRUCTURE SUPPORTING A HOUSE AT THE
 BY2743'TOP.  IT HAS AN OVER ALL HEIGHT OF 120 FEET.
 BY2743'
 BY2743'THE POINT TRAVERSED TO AND OBSERVED UPON WAS THE CENTER OF
 BY2743'THE LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2742 ***********************************************************************
 BY2742  DESIGNATION -  NOGALUS USE 1949
 BY2742  PID         -  BY2742
 BY2742  STATE/COUNTY-  TX/HOUSTON
 BY2742  USGS QUAD   -  KENNARD (1951)
 BY2742
 BY2742                         *CURRENT SURVEY CONTROL
 BY2742  ___________________________________________________________________
 BY2742* NAD 83(1993)-  31 16 05.33582(N)    095 07 46.62089(W)     ADJUSTED  
 BY2742* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 BY2742  ___________________________________________________________________
 BY2742  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BY2742  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY2742
 BY2742  HORZ ORDER  -  SECOND
 BY2742
 BY2742.The horizontal coordinates were established by classical geodetic methods
 BY2742.and adjusted by the National Geodetic Survey in February 1996..
 BY2742
 BY2742.The orthometric height was scaled from a topographic map.
 BY2742
 BY2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2742
 BY2742.The geoid height was determined by GEOID03.
 BY2742
 BY2742;                    North         East     Units Scale Factor Converg.
 BY2742;SPC TX C     - 3,189,121.274 1,195,347.048   MT  0.99989254   +2 40 48.8
 BY2742;SPC TX C     -10,462,975.38  3,921,734.44   sFT  0.99989254   +2 40 48.8
 BY2742;UTM  15      - 3,461,276.556   297,243.289   MT  1.00010710   -1 06 20.7
 BY2742
 BY2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2742!SPC TX C     -   0.99998496  x   0.99989254  =   0.99987750
 BY2742!UTM  15      -   0.99998496  x   1.00010710  =   1.00009206
 BY2742
 BY2742                          SUPERSEDED SURVEY CONTROL
 BY2742
 BY2742  NAD 83(1986)-  31 16 05.34638(N)    095 07 46.60698(W) AD(       ) 2
 BY2742  NAD 27      -  31 16 04.69200(N)    095 07 45.84100(W) AD(       ) 2
 BY2742
 BY2742.Superseded values are not recommended for survey control.
 BY2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2742.See file dsdata.txt to determine how the superseded data were derived.
 BY2742
 BY2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ9724361277(NAD 83)
 BY2742_MARKER: DS = TRIANGULATION STATION DISK
 BY2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BY2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2742+STABILITY: SURFACE MOTION
 BY2742
 BY2742  HISTORY     - Date     Condition        Report By
 BY2742  HISTORY     - 1949     MONUMENTED       USE
 BY2742
 BY2742                          STATION DESCRIPTION
 BY2742
 BY2742'DESCRIBED BY US ENGINEERS 1949
 BY2742'(THE STATION IS LOCATED IN THE DAVY CROCKETT NATIONAL FOREST,
 BY2742'ABOUT 10 MILES NORTHEAST OF PENNINGTON AND NEAR THE HOUSTON-TRINITY
 BY2742'COUNTY LINE.  IT IS 52.3 FEET NORTH OF THE NORTHWEST CORNER OF
 BY2742'A GARAGE AND STOREROOM, 6.5 FEET SOUTHWEST OF A WITNESS POST, AND
 BY2742'5.5 FEET SOUTH OF A WOVEN WIRE FENCE.)  IT IS SET FLUSH WITH THE
 BY2742'
 BY2742'REFERENCE MARK NO. 2 IS A U.S.E. DISK SET IN THE TOP OF A TEN
 BY2742'INCH SQUARE CONCRETE POST THAT PROJECTS ONE INCH.  IT IS UNDER
 BY2742'THE NOGALUS LOOKOUT TOWER AND IS 7.0 FEET SOUTHWEST OF THE
 BY2742'NORTHEAST LEG OF THE TOWER.  IT IS STAMPED NOGALUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0607 ***********************************************************************
 BN0607  DESIGNATION -  NOGGERHEAD
 BN0607  PID         -  BN0607
 BN0607  STATE/COUNTY-  TX/BURNET
 BN0607  USGS QUAD   -  LAKE BUCHANAN (1979)
 BN0607
 BN0607                         *CURRENT SURVEY CONTROL
 BN0607  ___________________________________________________________________
 BN0607* NAD 83(1993)-  30 46 48.64702(N)    098 22 45.86780(W)     ADJUSTED  
 BN0607* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 BN0607  ___________________________________________________________________
 BN0607  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 BN0607  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 BN0607
 BN0607  HORZ ORDER  -  SECOND
 BN0607
 BN0607.The horizontal coordinates were established by classical geodetic methods
 BN0607.and adjusted by the National Geodetic Survey in February 1996..
 BN0607
 BN0607.The orthometric height was scaled from a topographic map.
 BN0607
 BN0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0607
 BN0607.The geoid height was determined by GEOID03.
 BN0607
 BN0607;                    North         East     Units Scale Factor Converg.
 BN0607;SPC TX C     - 3,125,080.863   887,004.561   MT  0.99988915   +1 00 23.0
 BN0607;SPC TX C     -10,252,869.46  2,910,114.13   sFT  0.99988915   +1 00 23.0
 BN0607;UTM  14      - 3,405,405.318   559,381.524   MT  0.99964350   +0 19 03.3
 BN0607
 BN0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0607!SPC TX C     -   0.99994255  x   0.99988915  =   0.99983170
 BN0607!UTM  14      -   0.99994255  x   0.99964350  =   0.99958607
 BN0607
 BN0607:                Primary Azimuth Mark                     Grid Az
 BN0607:SPC TX C     -  NOGGERHEAD AZ MK                         038 52 01.8
 BN0607:UTM  14      -  NOGGERHEAD AZ MK                         039 33 21.5
 BN0607
 BN0607|---------------------------------------------------------------------|
 BN0607| PID    Reference Object                     Distance      Geod. Az  |
 BN0607|                                                           dddmmss.s |
 BN0607| CV4922 NOGGERHEAD AZ MK                                   0395224.8 |
 BN0607| CV4923 NOGGERHEAD RM 1                       4.837 METERS 15102     |
 BN0607| BN0602 BUCHANAN DAM RADIO MAST             APPROX. 5.1 KM 2262117.5 |
 BN0607| CV4924 NOGGERHEAD RM 2                       7.148 METERS 24354     |
 BN0607|---------------------------------------------------------------------|
 BN0607
 BN0607                          SUPERSEDED SURVEY CONTROL
 BN0607
 BN0607  NAD 83(1986)-  30 46 48.65792(N)    098 22 45.85380(W) AD(       ) 2
 BN0607  NAD 27      -  30 46 48.00620(N)    098 22 44.74870(W) AD(       ) 2
 BN0607
 BN0607.Superseded values are not recommended for survey control.
 BN0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0607.See file dsdata.txt to determine how the superseded data were derived.
 BN0607
 BN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV5938205405(NAD 83)
 BN0607_MARKER: DS = TRIANGULATION STATION DISK
 BN0607_SETTING: 66 = SET IN ROCK OUTCROP
 BN0607
 BN0607  HISTORY     - Date     Condition        Report By
 BN0607  HISTORY     - 1956     MONUMENTED       CGS
 BN0607
 BN0607                          STATION DESCRIPTION
 BN0607
 BN0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0607'THE STATION IS LOCATED ABOUT 9 MILES WEST OF BURNET, 3 MILES
 BN0607'NORTH-NORTHEAST OF THE BUCHANAN DAM, ON THE SUMMIT OF A ROCKY
 BN0607'PROMINENT PEAK KNOWN AS NIGGERHEAD, AND ON LAND OWNED BY MR.
 BN0607'VERNON DORBANDT.
 BN0607'
 BN0607'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 BN0607'AND STATE HIGHWAY 29 IN BURNET, GO WEST ON STATE HIGHWAY 29
 BN0607'FOR 3.15 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (NORTH
 BN0607'AND NORTHWEST) AND FOLLOW THE MAIN GRAVEL ROAD FOR 3.3 MILES
 BN0607'TO A ROAD FORK, CONTINUE ON THE LEFT ROAD FOR 1.8 MILES TO A
 BN0607'CATTLE GUARD ON THE LEFT AND SIGN VERNON DORBANDT RANCH, TURN
 BN0607'LEFT (WEST) CROSS CATTLE GUARD AND GO FOR 0.45 MILE TO A FORK,
 BN0607'TURN RIGHT (NORTH AND WEST) AND FOLLOW MAIN ROAD FOR 1.95
 BN0607'MILES TO THE RANCH HOME OF MR. DORBANDT, TURN LEFT (SOUTH) AND
 BN0607'FOLLOW TRACK ROAD FOR 0.3 MILE TO A BOARD GATE, PASS THROUGH
 BN0607'GATE AND CONTINUE FOR 0.6 MILE TO ANOTHER GATE, PASS
 BN0607'THROUGH GATE AND CONTINUE FOR 100 FEET TO A FORK, TAKE
 BN0607'RIGHT FORK AND GO 0.1 MILE TO ANOTHER FORK, TAKE THE LEFT
 BN0607'ROAD AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 BN0607'DESCRIBED BELOW, CONTINUE FOR 0.05 MILE TO A TRACK ROAD UNDER A
 BN0607'POWERLINE, TURN RIGHT (WEST) AND FOLLOW TRACK ROAD UNDER THE
 BN0607'POWERLINE FOR 0.4 MILE TO THE END OF TRUCK TRAVEL AT THE
 BN0607'NORTH BASE OF THE PEAK.  PACK SOUTHEASTERLY UP THE
 BN0607'STEEP SLOPE TO THE SUMMIT AND STATION.  A 30 MINUTE PACK.
 BN0607'
 BN0607'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0607'AND THE DISK IS STAMPED NIGGERHEAD 1956.
 BN0607'
 BN0607'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0607'AND THE DISK IS STAMPED NIGGERHEAD NO 1 1956.
 BN0607'
 BN0607'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0607'AND THE DISK IS STAMPED NIGGERHEAD NO 2 1956.
 BN0607'
 BN0607'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF THE TRACK
 BN0607'ROAD, AND 25 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 BN0607'THE MARK IS SET FLUSH WITH THE SURFACE OF BEDROCK, WHICH
 BN0607'PROTRUDES ABOUT 3 FEET, AND THE DISK IS STAMPED NIGGERHEAD
 BN0607'1956.
 BN0607'
 BN0607'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0233 ***********************************************************************
 CU0233  DESIGNATION -  NOLAN
 CU0233  PID         -  CU0233
 CU0233  STATE/COUNTY-  TX/NOLAN
 CU0233  USGS QUAD   -  NOLAN (1984)
 CU0233
 CU0233                         *CURRENT SURVEY CONTROL
 CU0233  ___________________________________________________________________
 CU0233* NAD 83(1986)-  32 18 06.     (N)    100 09 31.     (W)     SCALED    
 CU0233* NAVD 88     -       763.965  (meters)    2506.44   (feet)  ADJUSTED  
 CU0233  ___________________________________________________________________
 CU0233  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0233  DYNAMIC HT  -         762.943 (meters)    2503.09  (feet)  COMP
 CU0233  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 CU0233
 CU0233  VERT ORDER  -  SECOND    CLASS 0
 CU0233
 CU0233.The horizontal coordinates were scaled from a topographic map and have
 CU0233.an estimated accuracy of +/- 6 seconds.
 CU0233
 CU0233.The orthometric height was determined by differential leveling
 CU0233.and adjusted by the National Geodetic Survey in June 1991..
 CU0233
 CU0233.The geoid height was determined by GEOID03.
 CU0233
 CU0233.The dynamic height is computed by dividing the NAVD 88
 CU0233.geopotential number by the normal gravity value computed on the
 CU0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0233.degrees latitude (g = 980.6199 gals.).
 CU0233
 CU0233.The modeled gravity was interpolated from observed gravity values.
 CU0233
 CU0233;                    North         East    Units  Estimated Accuracy
 CU0233;SPC TXNC     - 2,071,650.      443,800.      MT  (+/- 180 meters Scaled)
 CU0233
 CU0233                          SUPERSEDED SURVEY CONTROL
 CU0233
 CU0233  NGVD 29 (??/??/92)  763.76   (m)         2505.8    (f) COMPUTED    2 0
 CU0233
 CU0233.Superseded values are not recommended for survey control.
 CU0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0233.See file dsdata.txt to determine how the superseded data were derived.
 CU0233
 CU0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA909744(NAD 83)
 CU0233_MARKER: DS = TRIANGULATION STATION DISK
 CU0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0233_SP_SET: APRON
 CU0233_STAMPING: NOLAN 1961
 CU0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0233
 CU0233  HISTORY     - Date     Condition        Report By
 CU0233  HISTORY     - 1961     MONUMENTED       CGS
 CU0233
 CU0233                          STATION DESCRIPTION
 CU0233
 CU0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0233'19.35 MI S FROM MERKEL.
 CU0233'19.15 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0233'THENCE 0.2 MILE NORTH ALONG A PAVED ROAD INTO THE SITE, 54 FEET
 CU0233'SOUTHWEST OF RM 1, 49 FEET SOUTHEAST OF RM 2, 0.6 FEET NORTH OF THE
 CU0233'SOUTH EDGE OF A CONCRETE APRON, SET IN CONCRETE AROUND AN EXAUST
 CU0233'INTAKE, FLUSH WITH SILO APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2153 ***********************************************************************
 AN2153  DESIGNATION -  NOLAN
 AN2153  PID         -  AN2153
 AN2153  STATE/COUNTY-  TX/SAN PATRICIO
 AN2153  USGS QUAD   -  WEST SINTON (1979)
 AN2153
 AN2153                         *CURRENT SURVEY CONTROL
 AN2153  ___________________________________________________________________
 AN2153* NAD 83(1993)-  28 00 23.89100(N)    097 43 27.46437(W)     ADJUSTED  
 AN2153* NAVD 88     -        32.1    (meters)     105.     (feet)  VERTCON   
 AN2153  ___________________________________________________________________
 AN2153  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AN2153  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN2153
 AN2153  HORZ ORDER  -  FIRST
 AN2153
 AN2153.The horizontal coordinates were established by classical geodetic methods
 AN2153.and adjusted by the National Geodetic Survey in February 1996..
 AN2153
 AN2153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2153
 AN2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2153
 AN2153.The geoid height was determined by GEOID03.
 AN2153
 AN2153;                    North         East     Units Scale Factor Converg.
 AN2153;SPC TX S     - 5,259,497.267   376,298.270   MT  1.00004846   +0 21 07.8
 AN2153;SPC TX S     -17,255,533.95  1,234,571.91   sFT  1.00004846   +0 21 07.8
 AN2153;SPC TXSC     - 4,019,892.719   725,486.723   MT  1.00012942   +0 37 29.9
 AN2153;SPC TXSC     -13,188,598.03  2,380,201.02   sFT  1.00012942   +0 37 29.9
 AN2153;UTM  14      - 3,098,593.277   625,428.620   MT  0.99979418   +0 35 56.8
 AN2153
 AN2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2153!SPC TX S     -   0.99999918  x   1.00004846  =   1.00004764
 AN2153!SPC TXSC     -   0.99999918  x   1.00012942  =   1.00012860
 AN2153!UTM  14      -   0.99999918  x   0.99979418  =   0.99979336
 AN2153
 AN2153|---------------------------------------------------------------------|
 AN2153| PID    Reference Object                     Distance      Geod. Az  |
 AN2153|                                                           dddmmss.s |
 AN2153| CV4937 NOLAN RM                             44.573 METERS 05850     |
 AN2153| AH1557 KALETA RESET                        APPROX.22.1 KM 1212354.0 |
 AN2153| AH1605 MC NEILLS P E HOUSE WINDMILL        APPROX.18.5 KM 2654417.4 |
 AN2153| AN2162 MATHIS METHODIST CHURCH SPIRE       APPROX.14.2 KM 3131548.3 |
 AN2153| AN2163 MATHIS GIN STACK                    APPROX.14.0 KM 3142503.8 |
 AN2153|---------------------------------------------------------------------|
 AN2153
 AN2153                          SUPERSEDED SURVEY CONTROL
 AN2153
 AN2153  NAD 83(1986)-  28 00 23.89869(N)    097 43 27.44459(W) AD(       ) 1
 AN2153  NAD 27      -  28 00 22.84500(N)    097 43 26.45600(W) AD(       ) 1
 AN2153  NGVD 29 (07/19/86)   32.2    (m)          106.     (f) VERT ANG       
 AN2153
 AN2153.Superseded values are not recommended for survey control.
 AN2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2153.See file dsdata.txt to determine how the superseded data were derived.
 AN2153
 AN2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2542998593(NAD 83)
 AN2153_MARKER: N = NAIL
 AN2153_SETTING: 0 = UNSPECIFIED SETTING
 AN2153
 AN2153  HISTORY     - Date     Condition        Report By
 AN2153  HISTORY     - 1904     MONUMENTED       CGS
 AN2153  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AN2153  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN2153
 AN2153                          STATION DESCRIPTION
 AN2153
 AN2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2153'STATION IS 9 MILES SE FROM MATHIS, 1/4 MILE N OF THE MATHIS
 AN2153'AND SINTON WAGON ROAD, IN A PASTURE OWNED BY CHRISTOPHER
 AN2153'NOLAN, WHO NOW LIVES IN SAN PATRICIO.  THE STATION IS 41.70
 AN2153'METERS (136.8 FEET) NW OF MR. NOLANS RANCH HOUSE, NEAR HIS
 AN2153'STOCK PENS, 85 PACES NW OF HIS WINDMILL, AND 6.75 METERS (22.1
 AN2153'FEET) N OF THE FENCE ON THE S SIDE OF THE PASTURE.
 AN2153'
 AN2153'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL
 AN2153'IN IRON PIPE SET IN CONCRETE.
 AN2153'
 AN2153'REFERENCE MARK IS 10.52 METERS (34.5 FEET) N OF THE GATE
 AN2153'LEADING FROM THE STOCK PENS TO THE PASTURE, 0.47 METER (1.5 FEET)
 AN2153'W OF THE E FENCE OF THE PASTURE IN WHICH THE STATION IS
 AN2153'LOCATED, AND 44.573 METERS (146.24 FEET) FROM THE STATION
 AN2153'N 58 DEG 50 MIN E.  THE FOLLOWING AZIMUTHS AND DISTANCES
 AN2153'ARE FROM THE STATION--WINDMILL IN HARRY TIMONS PASTURE, 1/2
 AN2153'MILE, 29 DEG 08 MIN 01 SEC.  WINDMILL IN WELDER PASTURE,
 AN2153'2 MILES, 259 DEG 54 MIN 57 SEC.  MR. NOLANS WINDMILL, 85
 AN2153'PACES, 309 DEG 29 MIN.  MATHIS, METHODIST CHURCH, SPIRE,
 AN2153'8.9 MILES, 133 DEG 15 MIN 49 SEC.  ELEVATION OF STATION,
 AN2153'32.2 METERS (106 FEET).
 AN2153'
 AN2153'TO REACH THE STATION FROM MATHIS FOLLOW THE MATHIS AND SAN
 AN2153'PATRICIO ROAD FOR ABOUT 4 MILES TO A LARGE BRIDGE, CROSSING
 AN2153'WHICH, TAKE THE MIDDLE OF THREE ROADS, WHICH IN HALF A MILE,
 AN2153'JUST BEFORE REACHING A FARMHOUSE, BRANCHES, ONE BRANCH GOING
 AN2153'E AND THE OTHER S ALONG A LANE.  FOLLOW THE S ROAD, PASSING
 AN2153'THROUGH A GATE AT THE SOUTHERN END, THEN TAKE THE LEFT-HAND
 AN2153'ROAD, WHICH IS THE SINTON ROAD, AND FOLLOW IT FOR 4 MILES.
 AN2153'TAKE ROAD TO LEFT 1/4 MILE TO MR. NOLANS HOUSE, AND STATION
 AN2153'SITE.
 AN2153
 AN2153                          STATION RECOVERY (1952)
 AN2153
 AN2153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AN2153'STATION WAS NOT RECOVERED.  STATION MARK AND REFERENCE MARK
 AN2153'HAS BEEN DESTROYED.  STATION SITE IS NOW IN A PLOWED FIELD,
 AN2153'THE HOUSE, WINDMILL AND FENCE LINE MENTIONED IN ORIGINAL
 AN2153'DESCRIPTION HAVE BEEN REMOVED.
 AN2153'
 AN2153'THE LAND IS NOW OWNED BY BROWNING AND D UNGER, AND IS FARMED
 AN2153'BY MR. JOHN TOBIN.  A NEW STATION TT 12 RLL (USGS) WAS ESTABLISHED.
 AN2153
 AN2153                          STATION RECOVERY (1995)
 AN2153
 AN2153'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN2153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3096 ***********************************************************************
 CS3096  DESIGNATION -  NOLAN
 CS3096  PID         -  CS3096
 CS3096  STATE/COUNTY-  TX/JOHNSON
 CS3096  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3096
 CS3096                         *CURRENT SURVEY CONTROL
 CS3096  ___________________________________________________________________
 CS3096* NAD 83(1993)-  32 16 08.01792(N)    097 23 31.82615(W)     ADJUSTED  
 CS3096* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 CS3096  ___________________________________________________________________
 CS3096  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 CS3096  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CS3096
 CS3096  HORZ ORDER  -  SECOND
 CS3096
 CS3096.The horizontal coordinates were established by classical geodetic methods
 CS3096.and adjusted by the National Geodetic Survey in February 1996..
 CS3096
 CS3096.The orthometric height was scaled from a topographic map.
 CS3096
 CS3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3096
 CS3096.The geoid height was determined by GEOID03.
 CS3096
 CS3096;                    North         East     Units Scale Factor Converg.
 CS3096;SPC TXNC     - 2,067,332.666   704,369.742   MT  0.99996521   +0 36 15.1
 CS3096;SPC TXNC     - 6,782,573.92  2,310,919.73   sFT  0.99996521   +0 36 15.1
 CS3096;SPC TX C     - 3,292,160.439   977,107.976   MT  1.00012636   +1 30 53.5
 CS3096;SPC TX C     -10,801,029.71  3,205,728.42   sFT  1.00012636   +1 30 53.5
 CS3096;UTM  14      - 3,571,375.742   651,431.491   MT  0.99988279   +0 51 30.9
 CS3096
 CS3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3096!SPC TXNC     -   0.99996727  x   0.99996521  =   0.99993248
 CS3096!SPC TX C     -   0.99996727  x   1.00012636  =   1.00009363
 CS3096!UTM  14      -   0.99996727  x   0.99988279  =   0.99985007
 CS3096
 CS3096:                Primary Azimuth Mark                     Grid Az
 CS3096:SPC TXNC     -  CLEBURNE JOHNSON CO CTHSE TWR            003 04 10.4
 CS3096:SPC TX C     -  CLEBURNE JOHNSON CO CTHSE TWR            002 09 32.0
 CS3096:UTM  14      -  CLEBURNE JOHNSON CO CTHSE TWR            002 48 54.6
 CS3096
 CS3096|---------------------------------------------------------------------|
 CS3096| PID    Reference Object                     Distance      Geod. Az  |
 CS3096|                                                           dddmmss.s |
 CS3096| CS3098 CLEBURNE JOHNSON CO CTHSE TWR       APPROX. 8.7 KM 0034025.5 |
 CS3096| CS3100 CLEBURNE SANTA FE RR RDHSE SK       APPROX. 9.7 KM 0061702.2 |
 CS3096| CS3073 WACO FORT WORTH ARIWAY BCN 48       APPROX.10.5 KM 1024628.2 |
 CS3096| CY2669 NOLAN RM 1                           23.123 METERS 13325     |
 CS3096| CS3083 RIO VISTA WATER TANK                APPROX. 4.3 KM 1594748.6 |
 CS3096| CY2670 NOLAN RM 2                           28.895 METERS 34402     |
 CS3096| CY2672 NOLAN RM 4                           19.262 METERS 35653     |
 CS3096| CY2668 NOLAN AZ MK 2                                      35754     |
 CS3096| CY2671 NOLAN RM 3                           35.585 METERS 35830     |
 CS3096| CY2667 NOLAN AZ MK                                        3585513.9 |
 CS3096|---------------------------------------------------------------------|
 CS3096
 CS3096                          SUPERSEDED SURVEY CONTROL
 CS3096
 CS3096  NAD 83(1986)-  32 16 08.02343(N)    097 23 31.80581(W) AD(       ) 2
 CS3096  NAD 27      -  32 16 07.49400(N)    097 23 30.74300(W) AD(       ) 2
 CS3096
 CS3096.Superseded values are not recommended for survey control.
 CS3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3096.See file dsdata.txt to determine how the superseded data were derived.
 CS3096
 CS3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5143171376(NAD 83)
 CS3096_MARKER: DS = TRIANGULATION STATION DISK
 CS3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3096+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 CS3096
 CS3096  HISTORY     - Date     Condition        Report By
 CS3096  HISTORY     - 1948     MONUMENTED       CGS
 CS3096  HISTORY     - 1949     GOOD             CGS
 CS3096  HISTORY     - 1953     GOOD             CGS
 CS3096  HISTORY     - 1977     GOOD             NGS
 CS3096  HISTORY     - 19940325 GOOD             USPSQD
 CS3096  HISTORY     - 19990605 GOOD             USPSQD
 CS3096  HISTORY     - 20060802 GOOD             FRONT
 CS3096
 CS3096                          STATION DESCRIPTION
 CS3096
 CS3096'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3096'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF CLEBURNE, ON
 CS3096'PROPERTY OWNED BY DR. O.N. MORGAN OF CLEBURNE.  IT IS 65 FEET
 CS3096'EAST OF THE CENTERLINE OF THE HIGHWAY LEADING TO RIO VISTA,
 CS3096'19 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY LEADING TO A
 CS3096'HOUSE, 9 FEET SOUTH OF A FENCE LINE, AND 9 FEET SOUTH-SOUTHWEST
 CS3096'OF A WITNESS POST.  THE DISK IS STAMPED NOLAN 1948 AND IS SET
 CS3096'FLUSH WITH THE GROUND.
 CS3096'
 CS3096'R.M. NO. 1 IS 76.01 FEET SOUTHEAST OF THE STATION, 28 FEET
 CS3096'SOUTH OF THE CENTERLINE OF THE DRIVEWAY, AND 1 FOOT NORTH OF
 CS3096'A FENCE LINE.  THE DISK IS STAMPED NOLAN NO 1 1948 AND PROJECTS
 CS3096'4 INCHES.
 CS3096'
 CS3096'R.M. NO. 2 IS 94.80 FEET NORTH-NORTHWEST OF THE STATION, 37
 CS3096'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.4 FEET WEST
 CS3096'OF A FENCE LINE.  THE DISK IS STAMPED NOLAN NO 2 1948 AND
 CS3096'PROJECTS 6 INCHES.
 CS3096'
 CS3096'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTH OF THE STATION,
 CS3096'38 FEET NORTH OF MR. G.W. JOHNSONS MAIL BOX, 25 FEET WEST OF THE
 CS3096'CENTERLINE OF THE HIGHWAY, 7 FEET SOUTH OF A WITNESS POST, AND
 CS3096'1 FOOT EAST OF A FENCE CORNER.  THE DISK IS STAMPED NOLAN 1948
 CS3096'AND PROJECTS 2 INCHES.
 CS3096'
 CS3096'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT
 CS3096'HOUSE SQUARE IN CLEBURNE, GO SOUTH ON STATE HIGHWAY 171 FOR
 CS3096'1.4 MILES TO A FORK, TAKE THE RIGHT FORK AND GO 3.9 MILES TO
 CS3096'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.35
 CS3096'MILE TO A DRIVEWAY LEFT AND THE STATION AS DESCRIBED.
 CS3096'
 CS3096'ADDITIONAL INTERSECTIONS WHICH ARE VISIBLE FROM THE GROUND.
 CS3096'
 CS3096'OBSERVATIONS MADE FROM A 37 FOOT STEEL TOWER.
 CS3096'
 CS3096'A 74 FOOT SIGNAL AT CLEBURNE 1946 CAN BE SEEN FROM THE GROUND.
 CS3096'
 CS3096'D000 FOOT SIGNAL AT PARKER IS VISIBLE AT 37 FEET.
 CS3096'
 CS3096'A 47 FOOT SIGNAL AT RIO 1944 CAN BE SEEN FROM THE GROUND.
 CS3096'
 CS3096'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CS3096
 CS3096                          STATION RECOVERY (1949)
 CS3096
 CS3096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 CS3096'STATION WAS RECOVERED AS DESCRIBED.  DUE TO NEW HIGHWAY
 CS3096'CONSTRUCTION, AN AZIMUTH MARK AND REFERENCE MARK WERE ESTABLISHED
 CS3096'IN 1949 AND THE 1948 AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 CS3096'DESTROYED.  A NEW DESCRIPTION IS AS FOLLOWS.
 CS3096'
 CS3096'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF CLEBURNE ON
 CS3096'PROPERTY OWNED BY DR. O.N. MORGAN OF CLEBURNE.  IT IS MARKED
 CS3096'WITH A STANDARD DISK STAMPED NOLAN 1948, SET IN A CONCRETE
 CS3096'MONUMENT, FLUSH WITH THE SURFACE OF THE GROUND 15 FEET NORTH
 CS3096'FROM THE CENTERLINE OF THE ENTRANCE LANE TO THE MARGAN FARM HOUSE
 CS3096'WHICH IS 0.1 MILE EAST OF THE CLEBURNE-RIO VISTA HIGHWAY.  IT
 CS3096'IS 4 FEET EAST OF THE EAST RIGHT OF WAY FENCE OF THE HIGHWAY
 CS3096'AND 9 FEET SOUTH OF THE NORTH FENCE LINE OF THE ENTRANCE LANE.
 CS3096'
 CS3096'R.M. NO. 1 IS A STANDARD REFERENCE DISK STAMPED NOLAN NO. 1 1948,
 CS3096'SET IN A CONCRETE MONUMENT PROJECTING ABOUT 1 FOOT ABOVE THE
 CS3096'GROUND, 1 FOOT NORTH OF THE SOUTH FENCE LINE OF THE ENTRANCE
 CS3096'LANE, 76.00 FEET SOUTH EAST OF THE STATION.
 CS3096'
 CS3096'R.M. NO. 3 IS A STANDARD DISK STAMPED NOLAN 1948 NO.3 1949, SET
 CS3096'IN A CONCRETE MONUMENT PROJECTING ABOUT 1 FOOT ABOVE THE GROUND,
 CS3096'130 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE LANE, 2 FEET
 CS3096'WEST OF THE EAST RIGHT OF WAY FENCE OF THE HIGHWAY AND IS 116.75
 CS3096'FEET NORTH OF THE STATION.
 CS3096'
 CS3096'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NOLAN 1948, 1949, SET
 CS3096'IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE THE GROUND,
 CS3096'0.35 MILE NORTH OF THE STATION ON THE NORTH SIDE OF THE ENTRANCE
 CS3096'ROAD TO THE G.W. JOHNSON FARM YARD, 3 FEET EAST OF THE WEST RIGHT
 CS3096'OF WAY FENCE LINE OF THE HIGHWAY, 3 FEET NORTH EAST OF THE FENCE
 CS3096'CORNER AND ABOUT 100 FEET NORTH EAST OF MR. JOHNSONS HOUSE.
 CS3096'
 CS3096'TO REACH THE STATION FROM CLEBURNE.  GO SOUTH ON HIGHWAY NO. 171
 CS3096'01.4 MILES FROM THE COURT HOUSE SQUARE TO A HIGHWAY JUNCTION.
 CS3096'TAKE THE RIGHT FORK AND CONTINUE SOUTH TOWARD RIO VISTA 03.9 MILES
 CS3096'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  THEN CONTINUE
 CS3096'SOUTH 0.35 MILE TO THE STATION ON THE LEFT.
 CS3096
 CS3096                          STATION RECOVERY (1953)
 CS3096
 CS3096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3096'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3096'DESCRIBED IN 1949.
 CS3096
 CS3096                          STATION RECOVERY (1977)
 CS3096
 CS3096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS3096'THE STATION MARK, REFERENCE MARK NO.1 AND THE AZIMUTH MARK 1948 1949,
 CS3096'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.3 WAS
 CS3096'FOUND TO HAVE BEEN DESTROYED.
 CS3096'
 CS3096'A DIFFERENCE WAS FOUND IN THE DIRECTION AND DISTANCE TO REFERENCE
 CS3096'MARK NO.1.
 CS3096'
 CS3096'REFERENCE MARK NO.4 WAS ESTABLISHED AT THIS TIME.
 CS3096'
 CS3096'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS3096'
 CS3096'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF CLEBURNE, 2-1/2
 CS3096'MILES NORTH OF THE SMALL SETTLEMENT OF RIO VISTA AND 3 FEET EAST OF
 CS3096'THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 174.
 CS3096'
 CS3096'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 171 AND
 CS3096'174, WHICH IS LOCATED ON THE SOUTH EDGE OF CLEBURNE.  GO SOUTH ON
 CS3096'STATE HIGHWAY 174 FOR 3.75 MILES TO THE AZIMUTH MARK ON THE RIGHT
 CS3096'AND A BRICK HOME ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 174
 CS3096'FOR 0.35 MILE TO A TRACK ROAD, WITH GATE ON THE LEFT AND STATION
 CS3096'ON THE LEFT.
 CS3096'
 CS3096'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS3096'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED NOLAN 1948.  IT
 CS3096'IS 66 FEET EAST OF THE CENTER LINE OF HIGHWAY, 12 FEET SOUTH OF A
 CS3096'T FENCE CORNER, 10 FEET SOUTH OF A FENCE LINE, 6 FEET SOUTH OF THE
 CS3096'COVER OF WATER LINE OUTLET, 7 FEET NORTH-NORTHEAST OF THE NORTH
 CS3096'END OF GATE, AND 3 FEET EAST OF FENCE LINE AND METAL WITNESS POST.
 CS3096'
 CS3096'REFERENCE MARK NO.1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS3096'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED NOLAN NO
 CS3096'1 1948.  IT IS 65 FEET EAST-SOUTHEAST OF THE SOUTH END OF GATE, 60
 CS3096'FEET EAST OF A T FENCE CORNER, 34 FEET SOUTH OF THE CENTER OF A
 CS3096'TRACK ROAD AND 1-FOOT NORTH OF A FENCE LINE.
 CS3096'
 CS3096'REFERENCE MARK NO.4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS3096'CONCRETE POST, THAT PROJECTS ABOUT 3-INCHES AND IS STAMPED NOLAN
 CS3096'1948 NO 4 1975.  IT IS 60 FEET EAST OF THE CENTER LINE OF HIGHWAY,
 CS3096'52 FEET NORTH OF A T FENCE CORNER, 1-FOOT WEST OF A FENCE LINE AND
 CS3096'1.6 FEET SOUTHWEST OF A METAL WITNESS POST.
 CS3096'
 CS3096'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS3096'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED NOLAN 1948 1949.
 CS3096'IT IS 58 FEET WEST OF THE CENTER LINE OF HIGHWAY, 26 FEET NORTH OF
 CS3096'THE CENTER OF A DRIVEWAY, 19 FEET SOUTH OF AN IRON PIPE FENCE, 5 FEET
 CS3096'EAST OF THE EYE OF GUYROD OF GUYWIRE TO HIGH LINE POLE AND 4
 CS3096'FEET SOUTH OF A HIGH LINE POLE.
 CS3096'
 CS3096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CLEBURNE 5-1/2
 CS3096'MILES S.
 CS3096
 CS3096                          STATION RECOVERY (1994)
 CS3096
 CS3096'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3096'RECOVERED IN GOOD CONDITION.
 CS3096
 CS3096                          STATION RECOVERY (1999)
 CS3096
 CS3096'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3096'RECOVERED IN GOOD CONDITION.
 CS3096
 CS3096                          STATION RECOVERY (2006)
 CS3096
 CS3096'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2006 (RLE)
 CS3096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0238 ***********************************************************************
 CU0238  DESIGNATION -  NOLAN AZ MK
 CU0238  PID         -  CU0238
 CU0238  STATE/COUNTY-  TX/NOLAN
 CU0238  USGS QUAD   -  NOLAN (1984)
 CU0238
 CU0238                         *CURRENT SURVEY CONTROL
 CU0238  ___________________________________________________________________
 CU0238* NAD 83(1993)-  32 17 33.73703(N)    100 09 02.24616(W)     ADJUSTED  
 CU0238* NAVD 88     -       759.187  (meters)    2490.77   (feet)  ADJUSTED  
 CU0238  ___________________________________________________________________
 CU0238  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CU0238  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CU0238  DYNAMIC HT  -         758.171 (meters)    2487.43  (feet)  COMP
 CU0238  MODELED GRAV-     979,275.5   (mgal)                       NAVD 88
 CU0238
 CU0238  HORZ ORDER  -  SECOND
 CU0238  VERT ORDER  -  SECOND    CLASS 0
 CU0238
 CU0238.The horizontal coordinates were established by classical geodetic methods
 CU0238.and adjusted by the National Geodetic Survey in February 1996..
 CU0238
 CU0238.The orthometric height was determined by differential leveling
 CU0238.and adjusted by the National Geodetic Survey in June 1991..
 CU0238
 CU0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0238
 CU0238.The geoid height was determined by GEOID03.
 CU0238
 CU0238.The dynamic height is computed by dividing the NAVD 88
 CU0238.geopotential number by the normal gravity value computed on the
 CU0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0238.degrees latitude (g = 980.6199 gals.).
 CU0238
 CU0238.The modeled gravity was interpolated from observed gravity values.
 CU0238
 CU0238;                    North         East     Units Scale Factor Converg.
 CU0238;SPC TXNC     - 2,070,644.035   444,537.561   MT  0.99995967   -0 54 00.9
 CU0238;SPC TXNC     - 6,793,437.97  1,458,453.65   sFT  0.99995967   -0 54 00.9
 CU0238;UTM  14      - 3,573,461.776   391,660.956   MT  0.99974474   -0 36 53.2
 CU0238
 CU0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0238!SPC TXNC     -   0.99988498  x   0.99995967  =   0.99984465
 CU0238!UTM  14      -   0.99988498  x   0.99974474  =   0.99962975
 CU0238
 CU0238:                Primary Azimuth Mark                     Grid Az
 CU0238:SPC TXNC     -  NOLAN                                    346 34 59.2
 CU0238:UTM  14      -  NOLAN                                    346 17 51.5
 CU0238
 CU0238|---------------------------------------------------------------------|
 CU0238| PID    Reference Object                     Distance      Geod. Az  |
 CU0238|                                                           dddmmss.s |
 CU0238| CU0927 NOLAN                               APPROX. 1.0 KM 3454058.3 |
 CU0238|---------------------------------------------------------------------|
 CU0238
 CU0238                          SUPERSEDED SURVEY CONTROL
 CU0238
 CU0238  NAD 83(1986)-  32 17 33.74283(N)    100 09 02.23440(W) AD(       ) 2
 CU0238  NAD 27      -  32 17 33.28140(N)    100 09 00.88390(W) AD(       ) 2
 CU0238  NGVD 29 (??/??/92)  758.982  (m)         2490.09   (f) ADJ UNCH    2 0
 CU0238
 CU0238.Superseded values are not recommended for survey control.
 CU0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0238.See file dsdata.txt to determine how the superseded data were derived.
 CU0238
 CU0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9166173462(NAD 83)
 CU0238_MARKER: DZ = AZIMUTH MARK DISK
 CU0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0238_STAMPING: NOLAN 1961
 CU0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0238+STABILITY: SURFACE MOTION
 CU0238
 CU0238  HISTORY     - Date     Condition        Report By
 CU0238  HISTORY     - 1961     MONUMENTED       CGS
 CU0238  HISTORY     - 1961     GOOD             CGS
 CU0238
 CU0238                          STATION DESCRIPTION
 CU0238
 CU0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CU0238'THE STATION IS LOCATED ABOUT 13.5 MILES SOUTHWEST OF MERKEL,
 CU0238'ABOUT 12.5 MILES SOUTH OF TRENT, AND ABOUT 5.5 MILES EAST-NORTHEAST
 CU0238'OF NOLAN.
 CU0238'
 CU0238'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MERKEL, GO
 CU0238'WEST FOR 0.25 MILE ON U.S. HIGHWAY ALTERNATE 80 AND 84 TO
 CU0238'JUNCTION OF FARM ROAD 126 TURN LEFT AND GO SOUTHERLY STAYING
 CU0238'ON FARM ROAD 126 FOR 18.4 MILES TO WHERE THE HIGHWAY CURVES
 CU0238'TO RIGHT AND A ROAD TO LEFT AT THE TOP OF A MESA.  STATION
 CU0238'TAYLOR ON THE LEFT, CONTINUE ON TO RIGHT ON FARM ROAD 126
 CU0238'WESTERLY FOR 0.9 MILE TO ROAD LEFT.  TURN LEFT AND GO SOUTHERLY
 CU0238'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT IN FENCE
 CU0238'CORNER.
 CU0238'
 CU0238'THE MARK IS A STANDARD AZIMUTH MARK DISK STAMPED NOLAN 1961,
 CU0238'SET IN THE TOP OF A 12X12-INCH CONCRETE MONUMENT WHICH PROJECTS
 CU0238'6 INCHES.  IT IS 23 FEET WEST OF THE CENTER LINE OF A GRAVELED
 CU0238'ROAD, 5.5 FEET SOUTH OF A METAL WITNESS POST, AND 4 FEET
 CU0238'NORTHWEST OF A FENCE CORNER.
 CU0238
 CU0238                          STATION RECOVERY (1961)
 CU0238
 CU0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CU0238'19.4 MI S FROM MERKEL.
 CU0238'18.95 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0238'THENCE 0.45 MILE SOUTH ALONG A GRAVEL ROAD, 19 FEET WEST OF THE CENTER
 CU0238'OF GRAVEL ROAD, 5 FEET NORTHWEST OF A FENCE CORNER, 5 FEET SOUTH OF A
 CU0238'METAL WITNESS POST WITH SIGN, 3 FEET ABOVE THE ROAD, SET IN TOP OF A
 CU0238'SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0240 ***********************************************************************
 CU0240  DESIGNATION -  NOLAN D 1
 CU0240  PID         -  CU0240
 CU0240  STATE/COUNTY-  TX/NOLAN
 CU0240  USGS QUAD   -  NOLAN (1984)
 CU0240
 CU0240                         *CURRENT SURVEY CONTROL
 CU0240  ___________________________________________________________________
 CU0240* NAD 83(1986)-  32 17 53.     (N)    100 09 15.     (W)     SCALED    
 CU0240* NAVD 88     -       759.866  (meters)    2492.99   (feet)  ADJUSTED  
 CU0240  ___________________________________________________________________
 CU0240  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CU0240  DYNAMIC HT  -         758.849 (meters)    2489.66  (feet)  COMP
 CU0240  MODELED GRAV-     979,276.0   (mgal)                       NAVD 88
 CU0240
 CU0240  VERT ORDER  -  SECOND    CLASS 0
 CU0240
 CU0240.The horizontal coordinates were scaled from a topographic map and have
 CU0240.an estimated accuracy of +/- 6 seconds.
 CU0240
 CU0240.The orthometric height was determined by differential leveling
 CU0240.and adjusted by the National Geodetic Survey in June 1991..
 CU0240
 CU0240.The geoid height was determined by GEOID03.
 CU0240
 CU0240.The dynamic height is computed by dividing the NAVD 88
 CU0240.geopotential number by the normal gravity value computed on the
 CU0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0240.degrees latitude (g = 980.6199 gals.).
 CU0240
 CU0240.The modeled gravity was interpolated from observed gravity values.
 CU0240
 CU0240;                    North         East    Units  Estimated Accuracy
 CU0240;SPC TXNC     - 2,071,240.      444,210.      MT  (+/- 180 meters Scaled)
 CU0240
 CU0240                          SUPERSEDED SURVEY CONTROL
 CU0240
 CU0240  NGVD 29 (??/??/92)  759.662  (m)         2492.32   (f) ADJ UNCH    2 0
 CU0240
 CU0240.Superseded values are not recommended for survey control.
 CU0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0240.See file dsdata.txt to determine how the superseded data were derived.
 CU0240
 CU0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA913740(NAD 83)
 CU0240_MARKER: DD = SURVEY DISK
 CU0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0240_STAMPING: NOLAN D1
 CU0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0240+STABILITY: SURFACE MOTION
 CU0240
 CU0240  HISTORY     - Date     Condition        Report By
 CU0240  HISTORY     - UNK      MONUMENTED       DOD
 CU0240  HISTORY     - 1961     GOOD             NGS
 CU0240
 CU0240                          STATION DESCRIPTION
 CU0240
 CU0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0240'19.15 MI S FROM MERKEL.
 CU0240'19.15 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0240'87 FEET SOUTHWEST OF AN INTERSECTION, 38 FEET SOUTH OF THE CENTERLINE
 CU0240'OF THE HIGHWAY, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WOODEN
 CU0240'WITNESS POST, LEVEL WITH THE HIGHWAY, SET IN TOP OF A CYLINDRICAL
 CU0240'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0232 ***********************************************************************
 CU0232  DESIGNATION -  NOLAN D 2
 CU0232  PID         -  CU0232
 CU0232  STATE/COUNTY-  TX/NOLAN
 CU0232  USGS QUAD   -  NOLAN (1984)
 CU0232
 CU0232                         *CURRENT SURVEY CONTROL
 CU0232  ___________________________________________________________________
 CU0232* NAD 83(1993)-  32 17 53.86432(N)    100 09 01.82399(W)     ADJUSTED  
 CU0232* NAVD 88     -       758.923  (meters)    2489.90   (feet)  ADJUSTED  
 CU0232  ___________________________________________________________________
 CU0232  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CU0232  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CU0232  DYNAMIC HT  -         757.908 (meters)    2486.57  (feet)  COMP
 CU0232  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 CU0232
 CU0232  HORZ ORDER  -  SECOND
 CU0232  VERT ORDER  -  SECOND    CLASS 0
 CU0232
 CU0232.The horizontal coordinates were established by classical geodetic methods
 CU0232.and adjusted by the National Geodetic Survey in February 1996..
 CU0232
 CU0232.The orthometric height was determined by differential leveling
 CU0232.and adjusted by the National Geodetic Survey in June 1991..
 CU0232
 CU0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0232
 CU0232.The geoid height was determined by GEOID03.
 CU0232
 CU0232.The dynamic height is computed by dividing the NAVD 88
 CU0232.geopotential number by the normal gravity value computed on the
 CU0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0232.degrees latitude (g = 980.6199 gals.).
 CU0232
 CU0232.The modeled gravity was interpolated from observed gravity values.
 CU0232
 CU0232;                    North         East     Units Scale Factor Converg.
 CU0232;SPC TXNC     - 2,071,263.747   444,558.345   MT  0.99995840   -0 54 00.6
 CU0232;SPC TXNC     - 6,795,471.14  1,458,521.84   sFT  0.99995840   -0 54 00.6
 CU0232;UTM  14      - 3,574,081.452   391,678.649   MT  0.99974469   -0 36 53.3
 CU0232
 CU0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0232!SPC TXNC     -   0.99988502  x   0.99995840  =   0.99984343
 CU0232!UTM  14      -   0.99988502  x   0.99974469  =   0.99962974
 CU0232
 CU0232                          SUPERSEDED SURVEY CONTROL
 CU0232
 CU0232  NAD 83(1986)-  32 17 53.87011(N)    100 09 01.81224(W) AD(       ) 2
 CU0232  NAD 27      -  32 17 53.40930(N)    100 09 00.46150(W) AD(       ) 2
 CU0232  NGVD 29 (??/??/92)  758.719  (m)         2489.23   (f) ADJ UNCH    2 0
 CU0232
 CU0232.Superseded values are not recommended for survey control.
 CU0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0232.See file dsdata.txt to determine how the superseded data were derived.
 CU0232
 CU0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9167974081(NAD 83)
 CU0232_MARKER: DD = SURVEY DISK
 CU0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0232_STAMPING: NOLAN D2
 CU0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0232+STABILITY: SURFACE MOTION
 CU0232
 CU0232  HISTORY     - Date     Condition        Report By
 CU0232  HISTORY     - 1961     MONUMENTED       USE
 CU0232  HISTORY     - 1961     GOOD             NGS
 CU0232
 CU0232                          STATION DESCRIPTION
 CU0232
 CU0232'DESCRIBED BY US ENGINEERS 1961
 CU0232'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF MERKEL,
 CU0232'AND ABOUT 13 MILES SOUTH OF TRENT, AND ABOUT 5 MILES EAST-NORTHEAST
 CU0232'OF NOLAN.
 CU0232'
 CU0232'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MERKEL GO
 CU0232'WEST FOR 0.3 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH AND
 CU0232'WEST ON FARM ROAD 126 FOR 7.45 MILES TO AN INTERSECTION WITH
 CU0232'FARM ROAD 1085, KEEP LEFT, SOUTH AND WEST ON FARM ROAD 126
 CU0232'FOR 12.3 MILES TO THE STATION ON THE LEFT.
 CU0232'
 CU0232'USE DISK STAMPED NOLAN D2, SET IN
 CU0232'THE TOP OF A 6-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES.
 CU0232'IT IS 22 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH DIRT
 CU0232'ROAD, 40 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 126, AND
 CU0232'2 FEET SOUTH OF A WHITE WOOD WITNESS POST.
 CU0232
 CU0232                          STATION RECOVERY (1961)
 CU0232
 CU0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0232'18.95 MI S FROM MERKEL.
 CU0232'18.95 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0232'48 FEET EAST OF THE STATION, 39 FEET SOUTH OF CENTER LINE OF THE ROAD,
 CU0232'18 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF A FENCE
 CU0232'CORNER, 2 FEET SOUTH OF A WOODEN WITNESS POST, 2 FEET BELOW THE LEVEL
 CU0232'OF THE ROAD, SET IN TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES
 CU0232'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0926 ***********************************************************************
 CU0926  DESIGNATION -  NOLAN SW BELL TEL MICROWAVE
 CU0926  PID         -  CU0926
 CU0926  STATE/COUNTY-  TX/NOLAN
 CU0926  USGS QUAD   -  NOLAN (1984)
 CU0926
 CU0926                         *CURRENT SURVEY CONTROL
 CU0926  ___________________________________________________________________
 CU0926* NAD 83(1993)-  32 15 20.74967(N)    100 10 29.11273(W)     ADJUSTED  
 CU0926* NAVD 88     -                                                        
 CU0926  ___________________________________________________________________
 CU0926  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CU0926  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CU0926
 CU0926  HORZ ORDER  -  THIRD
 CU0926
 CU0926.The horizontal coordinates were established by classical geodetic methods
 CU0926.and adjusted by the National Geodetic Survey in February 1996..
 CU0926
 CU0926
 CU0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0926
 CU0926.The geoid height was determined by GEOID03.
 CU0926
 CU0926;                    North         East     Units Scale Factor Converg.
 CU0926;SPC TXNC     - 2,066,584.232   442,199.829   MT  0.99996834   -0 54 48.2
 CU0926;SPC TXNC     - 6,780,118.43  1,450,783.94   sFT  0.99996834   -0 54 48.2
 CU0926;UTM  14      - 3,569,391.238   389,344.013   MT  0.99975100   -0 37 37.3
 CU0926
 CU0926                          SUPERSEDED SURVEY CONTROL
 CU0926
 CU0926  NAD 83(1986)-  32 15 20.75633(N)    100 10 29.10075(W) AD(       ) 4
 CU0926  NAD 27      -  32 15 20.29200(N)    100 10 27.75100(W) AD(       ) 3
 CU0926
 CU0926.Superseded values are not recommended for survey control.
 CU0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0926.See file dsdata.txt to determine how the superseded data were derived.
 CU0926
 CU0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA8934469391(NAD 83)
 CU0926_MARKER: 44 = MICROWAVE MAST
 CU0926
 CU0926  HISTORY     - Date     Condition        Report By
 CU0926  HISTORY     - 1961     FIRST OBSERVED   CGS
 CU0926  HISTORY     - 19780321 MARK NOT FOUND   USGS
 CU0926
 CU0926                          STATION DESCRIPTION
 CU0926
 CU0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0926'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CU0926'4 MILES SOUTHEAST OF NOLAN AND 2-1/2 MILES SOUTH OF FARM
 CU0926'ROAD 126.
 CU0926'
 CU0926'THE MAST IS A GUYED STEEL STRUCTURE PAINTED RED AND WHITE
 CU0926'AND IS 260 FEET HIGH.
 CU0926'
 CU0926'THE MAST HAS TWO REFLECTORS ON THE TOP.
 CU0926
 CU0926                          STATION RECOVERY (1978)
 CU0926
 CU0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RGB)
 CU0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3079 ***********************************************************************
 CS3079  DESIGNATION -  NOLANDS
 CS3079  PID         -  CS3079
 CS3079  STATE/COUNTY-  TX/HILL
 CS3079  USGS QUAD   -  LAKESIDE VILLAGE (1976)
 CS3079
 CS3079                         *CURRENT SURVEY CONTROL
 CS3079  ___________________________________________________________________
 CS3079* NAD 83(1993)-  32 06 12.46027(N)    097 27 55.01176(W)     ADJUSTED  
 CS3079* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 CS3079  ___________________________________________________________________
 CS3079  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CS3079  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS3079
 CS3079  HORZ ORDER  -  SECOND
 CS3079
 CS3079.The horizontal coordinates were established by classical geodetic methods
 CS3079.and adjusted by the National Geodetic Survey in February 1996..
 CS3079
 CS3079.The orthometric height was scaled from a topographic map.
 CS3079
 CS3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3079
 CS3079.The geoid height was determined by GEOID03.
 CS3079
 CS3079;                    North         East     Units Scale Factor Converg.
 CS3079;SPC TXNC     - 2,048,918.734   697,663.137   MT  1.00000841   +0 33 51.6
 CS3079;SPC TXNC     - 6,722,160.88  2,288,916.48   sFT  1.00000841   +0 33 51.6
 CS3079;SPC TX C     - 3,273,640.086   970,694.534   MT  1.00006656   +1 28 38.0
 CS3079;SPC TX C     -10,740,267.52  3,184,686.98   sFT  1.00006656   +1 28 38.0
 CS3079;UTM  14      - 3,552,934.520   644,806.986   MT  0.99985860   +0 48 56.8
 CS3079
 CS3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3079!SPC TXNC     -   0.99997152  x   1.00000841  =   0.99997993
 CS3079!SPC TX C     -   0.99997152  x   1.00006656  =   1.00003808
 CS3079!UTM  14      -   0.99997152  x   0.99985860  =   0.99983013
 CS3079
 CS3079|---------------------------------------------------------------------|
 CS3079| PID    Reference Object                     Distance      Geod. Az  |
 CS3079|                                                           dddmmss.s |
 CS3079| CY2674 NOLANDS RM 1                          9.464 METERS 10423     |
 CS3079| CY2675 NOLANDS RM 2                          9.653 METERS 19406     |
 CS3079| CY2673 NOLANDS AZ MK                                      2241912.3 |
 CS3079|---------------------------------------------------------------------|
 CS3079
 CS3079                          SUPERSEDED SURVEY CONTROL
 CS3079
 CS3079  NAD 83(1986)-  32 06 12.46646(N)    097 27 54.99050(W) AD(       ) 2
 CS3079  NAD 27      -  32 06 11.92600(N)    097 27 53.92200(W) AD(       ) 2
 CS3079
 CS3079.Superseded values are not recommended for survey control.
 CS3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3079.See file dsdata.txt to determine how the superseded data were derived.
 CS3079
 CS3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4480752935(NAD 83)
 CS3079_MARKER: DS = TRIANGULATION STATION DISK
 CS3079_SETTING: 66 = SET IN ROCK OUTCROP
 CS3079_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CS3079
 CS3079  HISTORY     - Date     Condition        Report By
 CS3079  HISTORY     - 1944     MONUMENTED       CGS
 CS3079  HISTORY     - 1976     GOOD             LOCENG
 CS3079  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 CS3079
 CS3079                          STATION DESCRIPTION
 CS3079
 CS3079'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3079'STATION IS LOCATED ON THE NW END OF A SPUR RIDGE N OF THE MOUTH
 CS3079'OF NOLANDS RIVER, 0.6 MILE E OF THE BRAZOS RIVER, 2.2 MILES SE
 CS3079'OF KIMBALL, AND 4.75 MILES SW OF BLUM.  THE MARK IS SET 15
 CS3079'FEET SE OF THE EXTREME END OF THE RIDGE.
 CS3079'
 CS3079'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 CS3079'IN OUTCROPPING BEDROCK.  AZIMUTH MARK IS A BRONZE DISK SET IN
 CS3079'CONCRETE.
 CS3079'
 CS3079'REFERENCE MARK 1 IS E OF THE STATION.
 CS3079'
 CS3079'REFERENCE MARK 2 IS S OF THE STATION AND 15 FEET SE OF THE EDGE
 CS3079'OF THE BLUFF.
 CS3079'
 CS3079'AZIMUTH MARK IS SW OF THE STATION, 1 FOOT N OF THE N ROAD FENCE,
 CS3079'15 FEET N OF THE CENTER LINE OF THE ROAD, 18 FEET W OF THE
 CS3079'FENCE CORNER, AND 0.15 MILE W OF TURN IN THE ROAD.  IT PROJECTS
 CS3079'ABOUT 2 INCHES.
 CS3079'
 CS3079'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CS3079'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CS3079'
 CS3079'TO REACH THE STATION FROM BLUM, GO N ON THE RIO VISTA ROAD
 CS3079'0.9 MILE TO T-ROAD LEFT AT THE TOP OF A HILL.  TURN LEFT AND
 CS3079'FOLLOW MAIN ROAD 1.7 MILES TO FORK, TAKE LEFT FORK AND GO 4.8
 CS3079'MILES TO AN OLD HOUSE WITH A STONE CHIMNEY AT THE W END
 CS3079'OF THE HOUSE.  THIS IS 0.1 MILE BEFORE REACHING THE LEFT TURN
 CS3079'IN THE ROAD (THE AZIMUTH MARK IS 0.15 MILE W OF THIS TURN).
 CS3079'TURN RIGHT THROUGH THE GATE AT THE HOUSE AND DRIVE TO THE POINT
 CS3079'OF THE HILL AND THE END OF TRUCK TRAVEL.  PACK UP THE SIDE
 CS3079'OF THE HILL TO THE STATION AT THE EXTREME END OF THE HILL.
 CS3079'A 5-MINUTE PACK.
 CS3079'
 CS3079'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CS3079
 CS3079                          STATION RECOVERY (1976)
 CS3079
 CS3079'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LWF)
 CS3079'NOLANDS 1944 RECOVERED GOOD.
 CS3079'
 CS3079'R.M. NO. 1 1944 RECOVERED GOOD.
 CS3079'
 CS3079'R.M. NO. 2 1944 RECOVERED GOOD.
 CS3079
 CS3079                          STATION RECOVERY (1999)
 CS3079
 CS3079'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0909 ***********************************************************************
 CU0909  DESIGNATION -  NOLES RESET
 CU0909  PID         -  CU0909
 CU0909  STATE/COUNTY-  TX/FISHER
 CU0909  USGS QUAD   -  ROTAN (1981)
 CU0909
 CU0909                         *CURRENT SURVEY CONTROL
 CU0909  ___________________________________________________________________
 CU0909* NAD 83(1993)-  32 46 18.75640(N)    100 29 27.84965(W)     ADJUSTED  
 CU0909* NAVD 88     -       633.     (meters)    2077.     (feet)  SCALED    
 CU0909  ___________________________________________________________________
 CU0909  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 CU0909  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CU0909
 CU0909  HORZ ORDER  -  FIRST
 CU0909
 CU0909.The horizontal coordinates were established by classical geodetic methods
 CU0909.and adjusted by the National Geodetic Survey in February 1996..
 CU0909
 CU0909.The orthometric height was scaled from a topographic map.
 CU0909
 CU0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0909
 CU0909.The geoid height was determined by GEOID03.
 CU0909
 CU0909;                    North         East     Units Scale Factor Converg.
 CU0909;SPC TXNC     - 2,124,324.143   413,483.525   MT  0.99988447   -1 05 09.3
 CU0909;SPC TXNC     - 6,969,553.46  1,356,570.53   sFT  0.99988447   -1 05 09.3
 CU0909;UTM  14      - 3,626,981.408   360,346.592   MT  0.99984048   -0 48 26.1
 CU0909
 CU0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0909!SPC TXNC     -   0.99990496  x   0.99988447  =   0.99978944
 CU0909!UTM  14      -   0.99990496  x   0.99984048  =   0.99974545
 CU0909
 CU0909:                Primary Azimuth Mark                     Grid Az
 CU0909:SPC TXNC     -  ROTAN NE MUN TANK                        017 07 07.3
 CU0909:UTM  14      -  ROTAN NE MUN TANK                        016 50 24.1
 CU0909
 CU0909|---------------------------------------------------------------------|
 CU0909| PID    Reference Object                     Distance      Geod. Az  |
 CU0909|                                                           dddmmss.s |
 CU0909| CU0913 ROTAN NE MUN TANK                   APPROX.10.6 KM 0160158.0 |
 CU0909| CU0912 ROTAN NATIONAL GYPSUM CO TANK       APPROX. 8.1 KM 0252222.7 |
 CU0909| CX7828 NOLES AZ MK 3                                      0674141.8 |
 CU0909| CX7829 NOLES RM 1                           39.896 METERS 07708     |
 CU0909| CU0910 ROBY SW BELL TEL CO MAST            APPROX.10.2 KM 1014638.2 |
 CU0909| CU0899 ROBY MUNICIPAL TANK                 APPROX.10.4 KM 1042447.0 |
 CU0909| CU0900 ROBY COURTHOUSE DOME                APPROX.11.0 KM 1051209.4 |
 CU0909| CX7826 NOLES AZ MK                                        1235653.7 |
 CU0909| CX7827 NOLES AZ MK RESET                                  1241046.6 |
 CU0909| CX7831 NOLES RM 3                           56.205 METERS 25256     |
 CU0909| CX7832 NOLES RM 4                           80.175 METERS 29906     |
 CU0909| CX7830 NOLES RM 2                           39.607 METERS 30419     |
 CU0909|---------------------------------------------------------------------|
 CU0909
 CU0909                          SUPERSEDED SURVEY CONTROL
 CU0909
 CU0909  NAD 83(1993)-  32 46 18.76162(N)    100 29 27.84144(W) AD(       ) 1
 CU0909  NAD 83(1986)-  32 46 18.76181(N)    100 29 27.84070(W) AD(       ) 1
 CU0909  NAD 27      -  32 46 18.37600(N)    100 29 26.44800(W) AD(       ) 1
 CU0909
 CU0909.Superseded values are not recommended for survey control.
 CU0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0909.See file dsdata.txt to determine how the superseded data were derived.
 CU0909
 CU0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6034726981(NAD 83)
 CU0909_MARKER: DS = TRIANGULATION STATION DISK
 CU0909_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CU0909
 CU0909  HISTORY     - Date     Condition        Report By
 CU0909  HISTORY     - 1968     MONUMENTED       CGS
 CU0909  HISTORY     - 1969     GOOD             CGS
 CU0909
 CU0909                          STATION DESCRIPTION
 CU0909
 CU0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0909'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 CU0909'
 CU0909'STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND FOUND
 CU0909'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD
 CU0909'NOT BE FOUND AND IS PRESUMED DESTROYED.  THE LAND OWNER REQUESTED
 CU0909'THAT THE STATION MARK BE LOWERED BELOW PLOW DEPTH, SO THE STATION
 CU0909'MARKS WERE LOWERED AND A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 CU0909'DIRECTION TO REFERENCE MARKS 3 AND 4 CHECKED THE 1958 DATA BUT A
 CU0909'DIFERENCE IN DISTANCE TO BOTH MARKS WAS NOTED AND CHECKED IN
 CU0909'THE FIELD.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CU0909'
 CU0909'STATION IS LOCATED ABOUT 7.0 MILES WEST-NORTHWEST OF ROBY, 6.0
 CU0909'MILES SOUTH-SOUTHWEST OF ROTAN, 1/2 MILE EAST OF FARM ROAD 1657
 CU0909'AND IS IN A CULTIVATED FIELD.
 CU0909'
 CU0909'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND STATE
 CU0909'HIGHWAY 70 IN ROBY, GO WEST ON U.S. HIGHWAY 180 FOR 7.4 MILES TO
 CU0909'FARM ROAD 1657, TURN RIGHT AND GO NORTH ON FARM ROAD 1657
 CU0909'FOR 2.0 MILES TO CROSSROAD, TURN RIGHT AND GO EAST ON A BLADED
 CU0909'ROAD FOR 0.5 MILE TO A FIELD ROAD RIGHT, (TO REACH THE AZIMUTH
 CU0909'MARK, CONTINUE EAST ON THE BLADED ROAD FOR 0.5 MILE TO THE MARK
 CU0909'ON THE LEFT, NORTHWEST CORNER OF INTERSECTION.) TURN RIGHT AND
 CU0909'GO SOUTH ON FIELD ROAD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 CU0909'
 CU0909'STATION MARK IS A STANDARD DISK, STAMPED NOLES 1935 1968, SET IN
 CU0909'THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 24
 CU0909'INCHES BELOW THE GROUND SURFACE.  IT IS LOCATED IN A CULTIVATED
 CU0909'FIELD, 188 FEET EAST OF A FENCE, 323 FEET SOUTH OF THE CENTER OF A
 CU0909'BLADED ROAD AND 262 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 CU0909'
 CU0909'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED NOLES NO 3 1935,
 CU0909'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 CU0909'4 INCHES ABOVE THE SURFACE.  IT IS 8.0 FEET WEST OF THE CENTER OF
 CU0909'THE FIELD ROAD, 3-1/2 FEET EAST OF A FENCE AND NEAR THE SOUTHEAST
 CU0909'CORNER OF A FENCE AROUND A SMALL PASTURE.
 CU0909'
 CU0909'REFERENCE MARK 4 IS A STANDARD DISK, STAPMED NOLES NO 4 1935, SET
 CU0909'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 CU0909'2.0 INCHES ABOVE THE SURFACE.  IT IS 145 FEET SOUTH OF THE CENTER
 CU0909'OF THE BLADED ROAD, 7.0 FEET WEST OF THE CENTER OF THE FIELD
 CU0909'ROAD, 1.5 FEET NORTHEAST OF A WITNESS POST AND 1.0 FOOT EAST OF
 CU0909'A FENCE.
 CU0909'
 CU0909'AZIMUTH MARK IS A STANDARD DISK, STAMPED NOLES 1935 AZI 3 1968,
 CU0909'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 CU0909'2.0 INCHES.  IT IS 29 FEET WEST OF THE CENTER OF DIRT ROAD, 28.5
 CU0909'FEET NORTH OF CENTER OF ROAD, 3 FEET SOUTH OF WITNESS POST AND
 CU0909'2.7 FEET NORTHWEST OF POWERPOLE.
 CU0909'
 CU0909'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 CU0909'
 CU0909'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU0909'6 MILES SOUTH-SOUTHWEST OF ROTAN.
 CU0909
 CU0909                          STATION RECOVERY (1969)
 CU0909
 CU0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RPD)
 CU0909'SURFACE STATION NOLES 1935 IS DESTROYED.  RM.S NOLES 3 1935
 CU0909'AND NOLES 4 1935 (SEE 1958 RECOVERY) WERE RECOVERED AS DESCRIBED AND
 CU0909'WERE FOUND IN GOOD CONDITION.  THE CONCRETE MONUMENT WHICH WAS
 CU0909'STATION NOLES 1935 WAS FOUND ON TOP OF THE GROUND ON THE WEST SIDE
 CU0909'OF A CULTIVATED COTTON FIELD IN THE VICINITY OF RM 3.  THIS FACT
 CU0909'WAS CONFIRMED BY THE LANDOWNER WHO REMOVED THE CONCRETE
 CU0909'MONUMENT FROM HIS UNCULTIVATED FIELD BEFORE PLOWING AND
 CU0909'PLANTING COTTON.  AN UNDERGROUND MARK LOCATED AT A DEPTH OF
 CU0909'ONLY TWO FEET FEET BELOW GROUNDLINE WAS RECOVERED.  THIS
 CU0909'STANDARD BRONZE USC AND GS TRIANGULATION STATION DISK WAS
 CU0909'SET IN THE TOP NEAR THE CENTER OF A CONCRETE MONUMENT ONE FOOT
 CU0909'IN DIAMETER, AND THE DISK WAS STAMPED NOLES 1935-1968.
 CU0909'
 CU0909'REFERENCE DISTANCES FROM RMS 3 AND NO 4 TO THIS STATION WERE
 CU0909'CHAINED AND COMPAIRED WITH THE PUBLISHED DISTANCES AS FOLLOWS.
 CU0909'
 CU0909'NOLES TO NO 3 CHAINED BY ASTRO PARTY 184.36 FT PUBLISHED
 CU0909'1958 184.29 FT
 CU0909'
 CU0909'NOLES TO NO 4 CHAINED BY ASTRO PARTY 263.00 FT PUBLISHED
 CU0909'1958 262.92 FT
 CU0909'
 CU0909'AT LANDOWNERS REQUEST, USC AND GS LOWERED THE MARK BELOW PLOWING
 CU0909'LEVEL IN 1968.
 CU0909'
 CU0909'SINCE THIS UNDERGROUND STATION MARK IS LOCATED AT A DEPTH OF
 CU0909'ONLY TWO FEET BELOW GROUND LINE, AND SINCE THE DISK IS STAMPED IN
 CU0909'PART WITH THE YEAR 1968, I FEEL THERE IS A GOOD CHANCE THAT THIS
 CU0909'RECOVERED MARK IS NOT THE ORIGINAL UNDERGROUND MARK AND FURTHER
 CU0909'DETAILS OF ITS CONSTRUCTION SHOULD BE INVESTIGATED.
 CU0909'
 CU0909'DESCRIPTION ON HOW TO REACH IS ADEQUATE.
 CU0909'
 CU0909'STATION IS LOCATED 8 FT N OF E-W FENCELINE BETWEEN TWO FIELDS
 CU0909'7 MILES WNW OF ROBY AND 6 MILES SSE OF ROTAN, AND ABOUT 100 YARDS
 CU0909'SOUTH OF SECTION LINE ROAD.  STATION IS REACHED FROM JUNCTION OF
 CU0909'U.S. HGWY 70 AND 83 AT C.H. IN ROBY BY GOING W 6.55 MILES ON RT
 CU0909'83, TURN RIGHT (NORTH) AT TOP OF GRADE AND CROSS ROADS.  GO N
 CU0909'2.15 MILES AND TURN RIGHT.  GO EAST 0.5 MILES TO TOP OF GRADE.
 CU0909'STATION IS 100 YDS. S OF ROAD AND 8 FT NORTH OF E-W FENCE LINE
 CU0909'MARK PROJECTS 10 INCHES AND IS LOCATED ON HIGHEST POINT OF
 CU0909'HILL.  STATION IS 180 FEET EAST OF CORNER POST OF SE
 CU0909'CORNER OF PLOT NOT UNDER CULTIVATION.
 CU0909'
 CU0909'RM 1 AND RM 2 DESTROYED (1958 RECOVERY) RM 3 - 184.29 FT W OF
 CU0909'STATION AND 4 FT NW OF CORNER POST OF SE CORNER OF UNCULTIVATED
 CU0909'PLOT.  PROJECTS 6 INCHES ABOVE G.L.  RM 4 - 262.92 FT NW OF
 CU0909'STATION, 143 FT S OF CENTERLINE OF E-W ROAD, AT E EDGE OF
 CU0909'UNCULTIVATED PLOT.  PROJECTS 6 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0905 ***********************************************************************
 CB0905  DESIGNATION -  NOLKE
 CB0905  PID         -  CB0905
 CB0905  STATE/COUNTY-  TX/TOM GREEN
 CB0905  USGS QUAD   -  MOUNT NEBO (1978)
 CB0905
 CB0905                         *CURRENT SURVEY CONTROL
 CB0905  ___________________________________________________________________
 CB0905* NAD 83(1993)-  31 31 01.55763(N)    100 34 06.60401(W)     ADJUSTED  
 CB0905* NAVD 88     -       614.     (meters)    2014.     (feet)  SCALED    
 CB0905  ___________________________________________________________________
 CB0905  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CB0905  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0905
 CB0905  HORZ ORDER  -  SECOND
 CB0905
 CB0905.The horizontal coordinates were established by classical geodetic methods
 CB0905.and adjusted by the National Geodetic Survey in February 1996..
 CB0905
 CB0905.The orthometric height was scaled from a topographic map.
 CB0905
 CB0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0905
 CB0905.The geoid height was determined by GEOID03.
 CB0905
 CB0905;                    North         East     Units Scale Factor Converg.
 CB0905;SPC TX C     - 3,205,157.026   677,664.338   MT  0.99992212   -0 07 16.1
 CB0905;SPC TX C     -10,515,586.01  2,223,303.75   sFT  0.99992212   -0 07 16.1
 CB0905;UTM  14      - 3,487,977.660   351,066.971   MT  0.99987358   -0 49 12.3
 CB0905
 CB0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0905!SPC TX C     -   0.99990737  x   0.99992212  =   0.99982949
 CB0905!UTM  14      -   0.99990737  x   0.99987358  =   0.99978096
 CB0905
 CB0905:                Primary Azimuth Mark                     Grid Az
 CB0905:SPC TX C     -  NOLKE AZ MK                              001 25 37.2
 CB0905:UTM  14      -  NOLKE AZ MK                              002 07 33.4
 CB0905
 CB0905|---------------------------------------------------------------------|
 CB0905| PID    Reference Object                     Distance      Geod. Az  |
 CB0905|                                                           dddmmss.s |
 CB0905| CV4938 NOLKE AZ MK                                        0011821.1 |
 CB0905| CV4939 NOLKE RM 1                           23.698 METERS 13914     |
 CB0905| CV4940 NOLKE RM 2                           22.802 METERS 24522     |
 CB0905| CB0912 SANATORIUM TB SANATORIUM TK         APPROX.13.0 KM 3231255.6 |
 CB0905| CB0911 SANATORIUM TB SANATORIUM STK        APPROX.12.9 KM 3231614.5 |
 CB0905|---------------------------------------------------------------------|
 CB0905
 CB0905                          SUPERSEDED SURVEY CONTROL
 CB0905
 CB0905  NAD 83(1986)-  31 31 01.56440(N)    100 34 06.58974(W) AD(       ) 2
 CB0905  NAD 27      -  31 31 00.99400(N)    100 34 05.23800(W) AD(       ) 2
 CB0905
 CB0905.Superseded values are not recommended for survey control.
 CB0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0905.See file dsdata.txt to determine how the superseded data were derived.
 CB0905
 CB0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5106787978(NAD 83)
 CB0905_MARKER: DS = TRIANGULATION STATION DISK
 CB0905_SETTING: 0 = UNSPECIFIED SETTING
 CB0905
 CB0905  HISTORY     - Date     Condition        Report By
 CB0905  HISTORY     - 1943     MONUMENTED       CGS
 CB0905
 CB0905                          STATION DESCRIPTION
 CB0905
 CB0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0905'STATION IS LOCATED ABOUT 9.0 MILES NW OF SAN ANGELO, 7.0
 CB0905'MILES SE OF CARLSBAD, ABOUT 2.5 MILES SW OF U.S. HIGHWAY 87,
 CB0905'ON A SMALL RIDGE IN A PASTURE LAND, AND ON LAND OWNED BY
 CB0905'A MR. NOLKE OF SAN ANGELO.  IT IS ABOUT 150 FEET EAST-SOUTHEAST
 CB0905'OF A FENCE CORNER, AND 16 FEET S OF THE E-W FENCE LINE.  IT
 CB0905'IS STAMPED NOLKE 1943.
 CB0905'
 CB0905'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 CB0905'DISKS SET IN THE TOP OF CONCRETE POSTS PROJECTING ABOUT 6
 CB0905'INCHES ABOVE GROUND.
 CB0905'
 CB0905'REFERENCE MARK 1 IS ENE OF THE STATION, 1 FOOT S OF THE E-W
 CB0905'FENCE LINE.  IT IS STAMPED NOLKE NO 1 1943.
 CB0905'
 CB0905'REFERENCE MARK 2 IS S OF THE STATION, AND IN AN OPEN PART OF
 CB0905'THE RIDGE.  IT IS STAMPED NOLKE NO 2 1943.
 CB0905'
 CB0905'AZIMUTH MARK IS ABOUT 0.5 MILES NW OF THE STATION, ON A SMALL
 CB0905'RIDGE, 20 FEET W OF THE CENTER LINE OF THE TRACK ROAD.  IT
 CB0905'IS STAMPED NOLKE 1943.  TO REACH FROM THE STATION, GO BACK
 CB0905'NW ON TRACK ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT AS
 CB0905'DESCRIBED.
 CB0905'
 CB0905'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CB0905'AND 87 IN SAN ANGELO, GO NW ON HIGHWAY 87 FOR 7.55 MILES TO
 CB0905'A SIDE ROAD LEFT OPPOSITE A WHITE RANCHHOUSE ON THE RIGHT.
 CB0905'TURN LEFT ON GRADED DIRT ROAD CROSS RAILROAD TRACKS AND GO
 CB0905'SW FOR 1.25 MILES TO THE END OF THE GRADED DIRT ROAD.  BEAR
 CB0905'RIGHT ON FARM ROAD FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH
 CB0905'GATE, CROSS RIVER, AND CONTINUE FOR 0.1 MILE TO SECOND GATE
 CB0905'IN FENCE LINE JUST BEFORE REACHING RANCHHOUSE.  PASS THROUGH
 CB0905'GATE AND FOLLOW TRACK ROAD ALONG E SIDE OF A LOW BLUFF IN
 CB0905'A N DIRECTION FOR 0.25 MILE TO THIRD GATE IN WIRE FENCE
 CB0905'LINE.  PASS THROUGH GATE AND FOLLOW MAIN-TRAVELED TRACK ROAD
 CB0905'IN A W DIRECTION FOR 0.3 MILE TO A FORK WHERE LEFT FORK
 CB0905'GOES UP GRADE TO A BOARD GATE.  BEAR RIGHT AND CONTINUE IN
 CB0905'A W DIRECTION FOR 0.95 MILE TO A DIM TRACK ROAD LEFT AT A FEED
 CB0905'TROUGH ON THE RIGHT.  TURN LEFT AND FOLLOW MAIN-TRAVELED
 CB0905'TRACK ROAD IN A S DIRECTION FOR 1.2 MILES TO THE TOP OF THE
 CB0905'SMALL RIDGE, AND A DIM TRACK ROAD LEFT.  TURN SHARP LEFT ON
 CB0905'DIM TRACK ROAD IN A N DIRECTION FOR 0.05 MILE TO THE E-W
 CB0905'FENCE LINE AND STATION AS DESCRIBED.
 CB0905'
 CB0905'A 50-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 CB0905'
 CB0905'HEIGHT OF LIGHT ABOVE STATION MARK-18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0983 ***********************************************************************
 CB0983  DESIGNATION -  NOLKE
 CB0983  PID         -  CB0983
 CB0983  STATE/COUNTY-  TX/UPTON
 CB0983  USGS QUAD   -  RANKIN (1970)
 CB0983
 CB0983                         *CURRENT SURVEY CONTROL
 CB0983  ___________________________________________________________________
 CB0983* NAD 83(1993)-  31 08 30.69216(N)    101 54 52.60554(W)     ADJUSTED  
 CB0983* NAVD 88     -       899.     (meters)    2949.     (feet)  SCALED    
 CB0983  ___________________________________________________________________
 CB0983  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 CB0983  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CB0983
 CB0983  HORZ ORDER  -  THIRD
 CB0983
 CB0983.The horizontal coordinates were established by classical geodetic methods
 CB0983.and adjusted by the National Geodetic Survey in February 1996..
 CB0983
 CB0983.The orthometric height was scaled from a topographic map.
 CB0983
 CB0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0983
 CB0983.The geoid height was determined by GEOID03.
 CB0983
 CB0983;                    North         East     Units Scale Factor Converg.
 CB0983;SPC TX C     - 3,164,604.371   549,227.567   MT  0.99988474   -0 48 52.0
 CB0983;SPC TX C     -10,382,539.51  1,801,924.11   sFT  0.99988474   -0 48 52.0
 CB0983;UTM  14      - 3,448,980.920   222,110.014   MT  1.00055264   -1 30 29.8
 CB0983
 CB0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0983!SPC TX C     -   0.99986254  x   0.99988474  =   0.99974729
 CB0983!UTM  14      -   0.99986254  x   1.00055264  =   1.00041510
 CB0983
 CB0983:                Primary Azimuth Mark                     Grid Az
 CB0983:SPC TX C     -  MURPHY                                   177 41 05.4
 CB0983:UTM  14      -  MURPHY                                   178 22 43.2
 CB0983
 CB0983|---------------------------------------------------------------------|
 CB0983| PID    Reference Object                     Distance      Geod. Az  |
 CB0983|                                                           dddmmss.s |
 CB0983| CB0980 MURPHY                              APPROX.15.1 KM 1765213.4 |
 CB0983|---------------------------------------------------------------------|
 CB0983
 CB0983                          SUPERSEDED SURVEY CONTROL
 CB0983
 CB0983  NAD 83(1986)-  31 08 30.70221(N)    101 54 52.59159(W) AD(       ) 3
 CB0983  NAD 27      -  31 08 30.15395(N)    101 54 51.12386(W) AD(       ) 3
 CB0983
 CB0983.Superseded values are not recommended for survey control.
 CB0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0983.See file dsdata.txt to determine how the superseded data were derived.
 CB0983
 CB0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV2211048981(NAD 83)
 CB0983_MARKER: DD = SURVEY DISK
 CB0983_SETTING: 80 = SET IN A BOULDER
 CB0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0983+STABILITY: SURFACE MOTION
 CB0983
 CB0983  HISTORY     - Date     Condition        Report By
 CB0983  HISTORY     - 1970     MONUMENTED       USGS
 CB0983
 CB0983                          STATION DESCRIPTION
 CB0983
 CB0983'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0983'STATION IS ON THE MOST NE. OF THREE PROMINIENT TOPS ON HIGHEST PART OF
 CB0983'MESA.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 67 AND STATE
 CB0983'HIGHWAY 349 -MAIN STREET, RANKIN- GO E. ON U.S. HIGHWAY 67, 2.9 MI.,
 CB0983'THEN RIGHT ON GRAVELED RD. S. ACROSS RAILROAD, 6.4 MI. THEN RIGHT A
 CB0983'CATTLEGUARD AND TRACK RD. SW. 0.6 MI. TO DIM CROSSROADS, CONTINUE SW
 CB0983'TO CATTLEGUARD 0.8 MI., CONTINUE W. 2.3 MI. TO RD. AT SUMMIT, THEN
 CB0983'LEFT S. 0.1 MI. CROSS COUNTRY TO TOP OF KNOB AND STATION.
 CB0983'
 CB0983'STATION MARK - ALUMINUM TABLET IN BOULDER SET FLUSH WITH GROUND.
 CB0983'
 CB0983'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0173 ***********************************************************************
 BL0173  DESIGNATION -  NOME
 BL0173  PID         -  BL0173
 BL0173  STATE/COUNTY-  TX/LIBERTY
 BL0173  USGS QUAD   -  NOME (1984)
 BL0173
 BL0173                         *CURRENT SURVEY CONTROL
 BL0173  ___________________________________________________________________
 BL0173* NAD 83(1993)-  30 01 59.49129(N)    094 26 56.09887(W)     ADJUSTED  
 BL0173* NAVD 88     -        13.485  (meters)      44.24   (feet)  ADJUSTED  
 BL0173  ___________________________________________________________________
 BL0173  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BL0173  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0173  DYNAMIC HT  -          13.467 (meters)      44.18  (feet)  COMP
 BL0173  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 BL0173
 BL0173  HORZ ORDER  -  SECOND
 BL0173  VERT ORDER  -  FIRST     CLASS I
 BL0173
 BL0173.The horizontal coordinates were established by classical geodetic methods
 BL0173.and adjusted by the National Geodetic Survey in February 1996..
 BL0173
 BL0173.The orthometric height was determined by differential leveling
 BL0173.and adjusted by the National Geodetic Survey in June 1991..
 BL0173
 BL0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0173
 BL0173.The geoid height was determined by GEOID03.
 BL0173
 BL0173.The dynamic height is computed by dividing the NAVD 88
 BL0173.geopotential number by the normal gravity value computed on the
 BL0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0173.degrees latitude (g = 980.6199 gals.).
 BL0173
 BL0173.The modeled gravity was interpolated from observed gravity values.
 BL0173
 BL0173;                    North         East     Units Scale Factor Converg.
 BL0173;SPC TX C     - 3,055,641.327 1,267,325.043   MT  1.00002333   +3 01 51.0
 BL0173;SPC TX C     -10,025,049.92  4,157,882.25   sFT  1.00002333   +3 01 51.0
 BL0173;SPC TXSC     - 4,252,347.749 1,038,832.634   MT  0.99993731   +2 13 46.7
 BL0173;SPC TXSC     -13,951,244.24  3,408,236.73   sFT  0.99993731   +2 13 46.7
 BL0173;UTM  15      - 3,323,347.543   360,294.413   MT  0.99984080   -0 43 31.1
 BL0173
 BL0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0173!SPC TX C     -   1.00000220  x   1.00002333  =   1.00002553
 BL0173!SPC TXSC     -   1.00000220  x   0.99993731  =   0.99993951
 BL0173!UTM  15      -   1.00000220  x   0.99984080  =   0.99984300
 BL0173
 BL0173:                Primary Azimuth Mark                     Grid Az
 BL0173:SPC TX C     -  SOUR LAKE MUNICIPAL TANK                 012 50 31.9
 BL0173:SPC TXSC     -  SOUR LAKE MUNICIPAL TANK                 013 38 36.2
 BL0173:UTM  15      -  SOUR LAKE MUNICIPAL TANK                 016 35 54.0
 BL0173
 BL0173|---------------------------------------------------------------------|
 BL0173| PID    Reference Object                     Distance      Geod. Az  |
 BL0173|                                                           dddmmss.s |
 BL0173| BL2097 SOUR LAKE MUNICIPAL TANK            APPROX.12.2 KM 0155222.9 |
 BL0173| BL2094 NOME FIRST BAP CH BELFRY            APPROX. 2.8 KM 0860651.3 |
 BL0173| BL0171 NOME AZ MK                                         2540527.3 |
 BL0173| BL0174 NOME RM 1                            30.160 METERS 26115     |
 BL0173| BL0175 NOME RM 2                            34.962 METERS 33818     |
 BL0173|---------------------------------------------------------------------|
 BL0173
 BL0173                          SUPERSEDED SURVEY CONTROL
 BL0173
 BL0173  NAD 83(1993)-  30 01 59.49652(N)    094 26 56.09463(W) AD(       ) 2
 BL0173  NAD 83(1986)-  30 01 59.51049(N)    094 26 56.08293(W) AD(       ) 2
 BL0173  NAD 27      -  30 01 58.74000(N)    094 26 55.39300(W) AD(       ) 2
 BL0173  NGVD 29 (??/??/92)   13.493  (m)           44.27   (f) ADJ UNCH    1 1
 BL0173
 BL0173.Superseded values are not recommended for survey control.
 BL0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0173.See file dsdata.txt to determine how the superseded data were derived.
 BL0173
 BL0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6029423348(NAD 83)
 BL0173_MARKER: DS = TRIANGULATION STATION DISK
 BL0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0173_STAMPING: NOME 1951
 BL0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0173+STABILITY: SURFACE MOTION
 BL0173
 BL0173  HISTORY     - Date     Condition        Report By
 BL0173  HISTORY     - 1951     MONUMENTED       CGS
 BL0173  HISTORY     - 1955     GOOD             CGS
 BL0173  HISTORY     - 1972     GOOD             NGS
 BL0173  HISTORY     - 1988     GOOD             USPSQD
 BL0173  HISTORY     - 19900412 GOOD             USPSQD
 BL0173  HISTORY     - 19930127 GOOD             USPSQD
 BL0173  HISTORY     - 19950817 GOOD             USPSQD
 BL0173  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0173
 BL0173                          STATION DESCRIPTION
 BL0173
 BL0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL0173'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF NOME AND ABOUT
 BL0173'0.2 MILE WEST OF THE LIBERTY-JEFFERSON COUNTY LINE.  IT IS
 BL0173'ABOUT 100 YARDS NORTH OF THE SOUTHERN PACIFIC, TEXAS AND NEW
 BL0173'ORLEANS RAILROAD TRACK, 100.0 FEET NORTHEAST OF THE NORTHEAST
 BL0173'CORNER OF A HOUSE, 28.0 FEET SOUTH OF A WARNING MARKER FOR AN
 BL0173'UNDERGROUND CABLE LINE AND 5.0 FEET NORTH OF A WITNESS POST.
 BL0173'IT PROJECTS 6 INCHES AND IS STAMPED NOME 1951.
 BL0173'
 BL0173'REFERENCE MARK NO. 1 IS 31.0 FEET NORTHEAST OF THE NORTHEAST
 BL0173'CORNER OF A HOUSE AND 23.5 FEET NORTH OF THE NORTHWEST CORNER
 BL0173'OF A SHED.  IT PROJECTS 5 INCHES AND IS STAMPED NOME NO 1 1951.
 BL0173'
 BL0173'REFERENCE MARK NO. 2 IS LOCATED AT THE SOUTH EDGE OF A WOODED
 BL0173'AREA, PROJECTS 4 INCHES AND IS STAMPED NOME NO 2 1951.
 BL0173'
 BL0173'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL0173'NO. 2 IS 133.64 FEET.
 BL0173'
 BL0173'THE AZIMUTH MARK IS LOCATED AT THE EAST END OF A PINE GROVE,
 BL0173'92.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTHERN PACIFIC,
 BL0173'TEXAS AND NEW ORLEANS RAILROAD TRACK, 58.0 FEET NORTH OF THE
 BL0173'CENTER OF U.S. HIGHWAY NO. 90 AND 1.0 FOOT EAST-SOUTHEAST
 BL0173'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED NOME
 BL0173'1951.
 BL0173'
 BL0173'TO REACH THE STATION FROM A POINT ON U.S. HIGHWAY NO. 90
 BL0173'JUST NORTH OF THE POST OFFICE IN NOME, GO WEST ON U.S. HIGHWAY
 BL0173'NO. 90 FOR 1.45 MILES TO A DRIVEWAY ON THE RIGHT LEADING
 BL0173'INTO A FARM HOUSE, TURN RIGHT ACROSS THE RAILROAD TRACKS
 BL0173'TO A WIRE GATE, TURN RIGHT JUST AFTER PASSING THROUGH THIS
 BL0173'GATE AND GO EAST FOR ABOUT 35 YARDS TO A FENCE CORNER ON THE
 BL0173'LEFT, TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF A FENCE
 BL0173'FOR ABOUT 50 YARDS TO THE STATION IN FENCE LINE.
 BL0173'
 BL0173'TO REACH THE AZIMUTH MARK FROM A POINT ON THE HIGHWAY JUST
 BL0173'SOUTH OF THE STATION, GO WEST ON U.S. HIGHWAY NO. 90 FOR
 BL0173'0.5 MILE TO A T ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE
 BL0173'RIGHT AS DESCRIBED.
 BL0173'
 BL0173'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BL0173
 BL0173                          STATION RECOVERY (1955)
 BL0173
 BL0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 BL0173'1.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0173'THE STATION AT NOME, 278 FEET NORTH OF THE NORTH RAIL, 26.7
 BL0173'FEET SOUTH OF AN UNDERGROUND CABLE MARKER, 4 FEET NORTH OF A
 BL0173'WITNESS POST, 418 FEET NORTHEAST OF THE CENTER OF A PRIVATE
 BL0173'ROAD CROSSING, A TRIANGULATION STATION DISK SET IN THE TOP
 BL0173'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 BL0173'STAMPED NOME 1951.
 BL0173'
 BL0173'NOME R.M. 1 IS 99 FEET SOUTHWEST OF TRIANGULATION STATION
 BL0173'NOME 1951, 23 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BL0173'HOUSE, 1 FOOT NORTH OF A FENCE, 294 FEET NORTHEAST OF THE
 BL0173'CENTER OF A PRIVATE ROAD CROSSING, 265 FEET NORTH OF THE
 BL0173'NORTH RAIL, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 BL0173'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED NOME
 BL0173'NO 1 1951.
 BL0173'
 BL0173'NOME R.M. 2 IS 115 FEET NORTHWEST OF TRIANGULATION STATION
 BL0173'NOME 1951, 428 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 BL0173'CROSSING, 393 FEET NORTH OF THE NORTH RAIL, 19 FEET NORTHEAST
 BL0173'OF A FORKED OAK TREE, A REFERENCE MARK DISK SET IN THE TOP
 BL0173'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 BL0173'STAMPED NOME NO 2 1951.
 BL0173'
 BL0173'NOME 1951 AZIMUTH IS 0.6 MILE WEST OF TRIANGULATION STATION
 BL0173'NOME 1951, 91 FEET SOUTH OF THE SOUTH RAIL, 58 FEET NORTH
 BL0173'OF THE CENTER LINE OF U.S. HIGHWAY 90, 16 FEET EAST OF THE
 BL0173'EXTENDED CENTER LINE OF A TRACK ROAD LEADING SOUTH, 5 FEET
 BL0173'SOUTHWEST OF AN 8 INCH PINE TREE, 1.7 FEET EAST OF A WITNESS
 BL0173'POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 BL0173'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED NOME
 BL0173'1951.
 BL0173
 BL0173                          STATION RECOVERY (1972)
 BL0173
 BL0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0173'1.55 MI W FROM NOME.
 BL0173'ABOUT 1.55 MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE THENCE
 BL0173'ABOUT 150 YARDS NORTH AND ACROSS THE SOUTHERN PACIFIC RAILROAD FROM
 BL0173'THE HIGHWAY, ABOUT 50 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A
 BL0173'SMALL, ONE-STORY WHITE FRAME HOUSE, 420 FEET NORTHEAST OF THE CROSSING
 BL0173'OF THE TRACK AND A PRIVATE DRIVE, 114 FEET EAST NORTHEAST OF THE
 BL0173'NORTHEAST CORNER OF AN OLD UNPAINTED FRAME HOUSE, 27.8 FEET SOUTH OF
 BL0173'AN UNDERGROUND CABLE MARKER POST, 0.9 FOOT SOUTH OF A METAL WITNESS
 BL0173'POST AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 BL0173'OF A CONCRETE POST PROJECTING 0.3 FOOT.
 BL0173
 BL0173                          STATION RECOVERY (1988)
 BL0173
 BL0173'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0173'RECOVERED IN GOOD CONDITION.
 BL0173
 BL0173                          STATION RECOVERY (1990)
 BL0173
 BL0173'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0173'RECOVERED IN GOOD CONDITION.
 BL0173
 BL0173                          STATION RECOVERY (1993)
 BL0173
 BL0173'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0173'RECOVERED IN GOOD CONDITION.
 BL0173
 BL0173                          STATION RECOVERY (1995)
 BL0173
 BL0173'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0173'RECOVERED IN GOOD CONDITION.
 BL0173
 BL0173                          STATION RECOVERY (2004)
 BL0173
 BL0173'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0173'ROAD AND HOUSE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0171 ***********************************************************************
 BL0171  DESIGNATION -  NOME AZ MK
 BL0171  PID         -  BL0171
 BL0171  STATE/COUNTY-  TX/JEFFERSON
 BL0171  USGS QUAD   -  NOME (1984)
 BL0171
 BL0171                         *CURRENT SURVEY CONTROL
 BL0171  ___________________________________________________________________
 BL0171* NAD 83(1986)-  30 01 53.     (N)    094 27 31.     (W)     SCALED    
 BL0171* NAVD 88     -        13.336  (meters)      43.75   (feet)  ADJUSTED  
 BL0171  ___________________________________________________________________
 BL0171  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0171  DYNAMIC HT  -          13.318 (meters)      43.69  (feet)  COMP
 BL0171  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 BL0171
 BL0171  VERT ORDER  -  FIRST     CLASS I
 BL0171
 BL0171.The horizontal coordinates were scaled from a topographic map and have
 BL0171.an estimated accuracy of +/- 6 seconds.
 BL0171
 BL0171.The orthometric height was determined by differential leveling
 BL0171.and adjusted by the National Geodetic Survey in June 1991..
 BL0171
 BL0171.The geoid height was determined by GEOID03.
 BL0171
 BL0171.The dynamic height is computed by dividing the NAVD 88
 BL0171.geopotential number by the normal gravity value computed on the
 BL0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0171.degrees latitude (g = 980.6199 gals.).
 BL0171
 BL0171.The modeled gravity was interpolated from observed gravity values.
 BL0171
 BL0171;                    North         East    Units  Estimated Accuracy
 BL0171;SPC TXSC     - 4,252,110.    1,037,910.      MT  (+/- 180 meters Scaled)
 BL0171
 BL0171                          SUPERSEDED SURVEY CONTROL
 BL0171
 BL0171  NGVD 29 (??/??/92)   13.344  (m)           43.78   (f) ADJ UNCH    1 1
 BL0171
 BL0171.Superseded values are not recommended for survey control.
 BL0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0171.See file dsdata.txt to determine how the superseded data were derived.
 BL0171
 BL0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP593231(NAD 83)
 BL0171_MARKER: DZ = AZIMUTH MARK DISK
 BL0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0171_STAMPING: NOME 1951
 BL0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0171+STABILITY: SURFACE MOTION
 BL0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0171+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0171
 BL0171  HISTORY     - Date     Condition        Report By
 BL0171  HISTORY     - 1951     MONUMENTED       CGS
 BL0171  HISTORY     - 1972     GOOD             NGS
 BL0171  HISTORY     - 19900412 GOOD             USPSQD
 BL0171  HISTORY     - 19930127 GOOD             USPSQD
 BL0171  HISTORY     - 19940423 GOOD             USPSQD
 BL0171  HISTORY     - 20010331 GOOD             NGS
 BL0171  HISTORY     - 20010331 GOOD             NGS
 BL0171  HISTORY     - 20030310 GOOD             USPSQD
 BL0171  HISTORY     - 20041004 GOOD             USPSQD
 BL0171
 BL0171                          STATION DESCRIPTION
 BL0171
 BL0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0171'2.1 MI W FROM NOME.
 BL0171'ABOUT 2.1 MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE THENCE
 BL0171'ABOUT 0.2 MILE WEST OF THE SOUTHERN PACIFIC RAILROAD MILE POST NO.300
 BL0171'AT THE JUNCTION OF AN OLD DIM ROAD THAT LEADS TO THE SOUTH, 57.2 FEET
 BL0171'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST OF THE EXTENDED
 BL0171'CENTER LINE OF THE OLD ROAD, 8 FEET NORTHWEST OF A 12-INCH PINE TREE,
 BL0171'1.2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 91 FEET SOUTH OF THE
 BL0171'SOUTH RAIL OF THE SR TRACK, 1.2 FEET SOUTH OF A METAL WITNESS POST AND
 BL0171'ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BL0171'CONCRETE POST PROJECTING 0.3 FOOT.
 BL0171
 BL0171                          STATION RECOVERY (1990)
 BL0171
 BL0171'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0171'RECOVERED IN GOOD CONDITION.
 BL0171
 BL0171                          STATION RECOVERY (1993)
 BL0171
 BL0171'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0171'RECOVERED IN GOOD CONDITION.
 BL0171
 BL0171                          STATION RECOVERY (1994)
 BL0171
 BL0171'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0171'RECOVERED IN GOOD CONDITION.
 BL0171
 BL0171                          STATION RECOVERY (2001)
 BL0171
 BL0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0171'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0171
 BL0171                          STATION RECOVERY (2001)
 BL0171
 BL0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0171'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0171
 BL0171                          STATION RECOVERY (2003)
 BL0171
 BL0171'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0171'RECOVERED IN GOOD CONDITION.
 BL0171
 BL0171                          STATION RECOVERY (2004)
 BL0171
 BL0171'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2094 ***********************************************************************
 BL2094  DESIGNATION -  NOME FIRST BAP CH BELFRY
 BL2094  PID         -  BL2094
 BL2094  STATE/COUNTY-  TX/JEFFERSON
 BL2094  USGS QUAD   -  NOME (1984)
 BL2094
 BL2094                         *CURRENT SURVEY CONTROL
 BL2094  ___________________________________________________________________
 BL2094* NAD 83(1993)-  30 02 05.59042(N)    094 25 12.70679(W)     ADJUSTED  
 BL2094* NAVD 88     -                                                        
 BL2094  ___________________________________________________________________
 BL2094  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BL2094  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2094
 BL2094  HORZ ORDER  -  THIRD
 BL2094
 BL2094.The horizontal coordinates were established by classical geodetic methods
 BL2094.and adjusted by the National Geodetic Survey in February 1996..
 BL2094
 BL2094
 BL2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2094
 BL2094.The geoid height was determined by GEOID03.
 BL2094
 BL2094;                    North         East     Units Scale Factor Converg.
 BL2094;SPC TXSC     - 4,252,643.506 1,041,593.163   MT  0.99993767   +2 14 37.3
 BL2094;SPC TXSC     -13,952,214.57  3,417,293.57   sFT  0.99993767   +2 14 37.3
 BL2094;SPC TX C     - 3,055,975.702 1,270,081.401   MT  1.00002283   +3 02 44.2
 BL2094;SPC TX C     -10,026,146.95  4,166,925.40   sFT  1.00002283   +3 02 44.2
 BL2094;UTM  15      - 3,323,500.592   363,066.237   MT  0.99983134   -0 42 39.4
 BL2094
 BL2094                          SUPERSEDED SURVEY CONTROL
 BL2094
 BL2094  NAD 83(1993)-  30 02 05.59474(N)    094 25 12.70290(W) AD(       ) 4
 BL2094  NAD 83(1986)-  30 02 05.60999(N)    094 25 12.69115(W) AD(       ) 4
 BL2094  NAD 27      -  30 02 04.84000(N)    094 25 12.00500(W) AD(       ) 3
 BL2094
 BL2094.Superseded values are not recommended for survey control.
 BL2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2094.See file dsdata.txt to determine how the superseded data were derived.
 BL2094
 BL2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6306623501(NAD 83)
 BL2094_MARKER: 75 = BELFRY
 BL2094
 BL2094  HISTORY     - Date     Condition        Report By
 BL2094  HISTORY     - 1951     FIRST OBSERVED   CGS
 BL2094  HISTORY     - 1984     GOOD             USPSQD
 BL2094  HISTORY     - 19870919 GOOD             USPSQD
 BL2094
 BL2094                          STATION DESCRIPTION
 BL2094
 BL2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2094'THE STATION IS LOCATED NEAR THE CENTER OF NOME.  IT IS 105.0 FEET
 BL2094'SOUTH OF THE CENTER OF AN EAST-WEST STREET AND 50.0 FEET
 BL2094'EAST OF THE CENTER OF A NORTH-SOUTH STREET.  THE BELFRY IS
 BL2094'LOCATED AT THE WEST END OF THE CHURCH AND HAS A SPIRE AT ITS TOP
 BL2094'WHICH IS ABOUT 15.0 FEET HIGH.  THE OVERALL HEIGHT IS ABOUT 80.0
 BL2094'FEET.
 BL2094'
 BL2094'THE TOP OF THE SPIRE WAS OBSERVED.
 BL2094
 BL2094                          STATION RECOVERY (1984)
 BL2094
 BL2094'RECOVERY NOTE BY US POWER SQUADRON 1984 (JDS)
 BL2094'STATION RECOVERED GOOD.
 BL2094
 BL2094                          STATION RECOVERY (1987)
 BL2094
 BL2094'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL2094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0174 ***********************************************************************
 BL0174  DESIGNATION -  NOME RM 1
 BL0174  PID         -  BL0174
 BL0174  STATE/COUNTY-  TX/LIBERTY
 BL0174  USGS QUAD   -  NOME (1984)
 BL0174
 BL0174                         *CURRENT SURVEY CONTROL
 BL0174  ___________________________________________________________________
 BL0174* NAD 83(1986)-  30 01 59.     (N)    094 26 55.     (W)     SCALED    
 BL0174* NAVD 88     -        13.247  (meters)      43.46   (feet)  ADJUSTED  
 BL0174  ___________________________________________________________________
 BL0174  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0174  DYNAMIC HT  -          13.230 (meters)      43.41  (feet)  COMP
 BL0174  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 BL0174
 BL0174  VERT ORDER  -  FIRST     CLASS I
 BL0174
 BL0174.The horizontal coordinates were scaled from a topographic map and have
 BL0174.an estimated accuracy of +/- 6 seconds.
 BL0174
 BL0174.The orthometric height was determined by differential leveling
 BL0174.and adjusted by the National Geodetic Survey in June 1991..
 BL0174
 BL0174.The geoid height was determined by GEOID03.
 BL0174
 BL0174.The dynamic height is computed by dividing the NAVD 88
 BL0174.geopotential number by the normal gravity value computed on the
 BL0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0174.degrees latitude (g = 980.6199 gals.).
 BL0174
 BL0174.The modeled gravity was interpolated from observed gravity values.
 BL0174
 BL0174;                    North         East    Units  Estimated Accuracy
 BL0174;SPC TX C     - 3,055,630.    1,267,360.      MT  (+/- 180 meters Scaled)
 BL0174
 BL0174                          SUPERSEDED SURVEY CONTROL
 BL0174
 BL0174  NGVD 29 (??/??/92)   13.255  (m)           43.49   (f) ADJ UNCH    1 1
 BL0174
 BL0174.Superseded values are not recommended for survey control.
 BL0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0174.See file dsdata.txt to determine how the superseded data were derived.
 BL0174
 BL0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP603233(NAD 83)
 BL0174_MARKER: DR = REFERENCE MARK DISK
 BL0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0174_STAMPING: NOME NO. 1 1951
 BL0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0174+STABILITY: SURFACE MOTION
 BL0174
 BL0174  HISTORY     - Date     Condition        Report By
 BL0174  HISTORY     - 1951     MONUMENTED       CGS
 BL0174  HISTORY     - 1972     GOOD             NGS
 BL0174  HISTORY     - 19900412 GOOD             USPSQD
 BL0174  HISTORY     - 19930127 GOOD             USPSQD
 BL0174  HISTORY     - 19950817 GOOD             USPSQD
 BL0174  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0174
 BL0174                          STATION DESCRIPTION
 BL0174
 BL0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0174'1.55 MI W FROM NOME.
 BL0174'99 FEET WEST BY SOUTHWEST OF THE STATION MARK, 280 FEET NORTH OF THE
 BL0174'CROSSING OF A PRIVATE DRIVE AND THE SOUTHERN PACIFIC RAILROAD, 23.5
 BL0174'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD UNPAINTED FRAME
 BL0174'HOUSE, 4.3 FEET EAST NORTHEAST OF A 6-INCH PECAN TREE, 1.8 FEET
 BL0174'NORTHWEST OF THE NORTHWEST CORNER OF AN OUTHOUSE, 133.6 FEET SOUTH OF
 BL0174'RM 2 AND ABOUT LEVEL WITH THE STATION MARK AND SET IN THE TOP OF A
 BL0174'CONCRETE POST PROJECTING 0.3 FOOT.
 BL0174
 BL0174                          STATION RECOVERY (1990)
 BL0174
 BL0174'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0174'RECOVERED IN GOOD CONDITION.
 BL0174
 BL0174                          STATION RECOVERY (1993)
 BL0174
 BL0174'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0174'RECOVERED IN GOOD CONDITION.
 BL0174
 BL0174                          STATION RECOVERY (1995)
 BL0174
 BL0174'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0174'RECOVERED IN GOOD CONDITION.
 BL0174
 BL0174                          STATION RECOVERY (2004)
 BL0174
 BL0174'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0174'ROAD AND HOUSE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0175 ***********************************************************************
 BL0175  DESIGNATION -  NOME RM 2
 BL0175  PID         -  BL0175
 BL0175  STATE/COUNTY-  TX/LIBERTY
 BL0175  USGS QUAD   -  NOME (1984)
 BL0175
 BL0175                         *CURRENT SURVEY CONTROL
 BL0175  ___________________________________________________________________
 BL0175* NAD 83(1986)-  30 01 59.     (N)    094 26 55.     (W)     SCALED    
 BL0175* NAVD 88     -        13.320  (meters)      43.70   (feet)  ADJUSTED  
 BL0175  ___________________________________________________________________
 BL0175  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0175  DYNAMIC HT  -          13.303 (meters)      43.64  (feet)  COMP
 BL0175  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 BL0175
 BL0175  VERT ORDER  -  FIRST     CLASS I
 BL0175
 BL0175.The horizontal coordinates were scaled from a topographic map and have
 BL0175.an estimated accuracy of +/- 6 seconds.
 BL0175
 BL0175.The orthometric height was determined by differential leveling
 BL0175.and adjusted by the National Geodetic Survey in June 1991..
 BL0175
 BL0175.The geoid height was determined by GEOID03.
 BL0175
 BL0175.The dynamic height is computed by dividing the NAVD 88
 BL0175.geopotential number by the normal gravity value computed on the
 BL0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0175.degrees latitude (g = 980.6199 gals.).
 BL0175
 BL0175.The modeled gravity was interpolated from observed gravity values.
 BL0175
 BL0175;                    North         East    Units  Estimated Accuracy
 BL0175;SPC TX C     - 3,055,630.    1,267,360.      MT  (+/- 180 meters Scaled)
 BL0175
 BL0175                          SUPERSEDED SURVEY CONTROL
 BL0175
 BL0175  NGVD 29 (??/??/92)   13.328  (m)           43.73   (f) ADJ UNCH    1 1
 BL0175
 BL0175.Superseded values are not recommended for survey control.
 BL0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0175.See file dsdata.txt to determine how the superseded data were derived.
 BL0175
 BL0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP603233(NAD 83)
 BL0175_MARKER: DR = REFERENCE MARK DISK
 BL0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0175_STAMPING: NOME NO. 2 1951
 BL0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0175+STABILITY: SURFACE MOTION
 BL0175
 BL0175  HISTORY     - Date     Condition        Report By
 BL0175  HISTORY     - 1951     MONUMENTED       CGS
 BL0175  HISTORY     - 1972     GOOD             NGS
 BL0175  HISTORY     - 19900412 GOOD             USPSQD
 BL0175  HISTORY     - 19930127 GOOD             USPSQD
 BL0175  HISTORY     - 19950817 GOOD             USPSQD
 BL0175  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0175
 BL0175                          STATION DESCRIPTION
 BL0175
 BL0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0175'1.55 MI W FROM NOME.
 BL0175'114.7 FEET NORTHWEST OF THE STATION MARK, 430 FEET NORTH OF THE CENTER
 BL0175'OF A PRIVATE ROAD CROSSING THE SOUTHERN PACIFIC RAILROAD, 24 FEET
 BL0175'SOUTHWEST OF A 14-INCH OAK TREE WITH A FORKED TOP, 1 FOOT SOUTHWEST OF
 BL0175'A FENCE LINE, 133.6 FEET NORTH OF RM 1 AND ABOUT LEVEL WITH THE
 BL0175'STATION MARK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BL0175'FOOT.
 BL0175
 BL0175                          STATION RECOVERY (1990)
 BL0175
 BL0175'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0175'RECOVERED IN GOOD CONDITION.
 BL0175
 BL0175                          STATION RECOVERY (1993)
 BL0175
 BL0175'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0175'RECOVERED IN GOOD CONDITION.
 BL0175
 BL0175                          STATION RECOVERY (1995)
 BL0175
 BL0175'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0175'RECOVERED IN GOOD CONDITION.
 BL0175
 BL0175                          STATION RECOVERY (2004)
 BL0175
 BL0175'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0175'ROAD AND HOUSE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1579 ***********************************************************************
 AB1579  DESIGNATION -  NOPAL
 AB1579  PID         -  AB1579
 AB1579  STATE/COUNTY-  TX/WILLACY
 AB1579  USGS QUAD   -  WILLAMAR (1982)
 AB1579
 AB1579                         *CURRENT SURVEY CONTROL
 AB1579  ___________________________________________________________________
 AB1579* NAD 83(1993)-  26 24 12.69313(N)    097 31 10.16204(W)     ADJUSTED  
 AB1579* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AB1579  ___________________________________________________________________
 AB1579  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 AB1579  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AB1579
 AB1579  HORZ ORDER  -  SECOND
 AB1579
 AB1579.The horizontal coordinates were established by classical geodetic methods
 AB1579.and adjusted by the National Geodetic Survey in February 1996..
 AB1579
 AB1579.The orthometric height was scaled from a topographic map.
 AB1579
 AB1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1579
 AB1579.The geoid height was determined by GEOID03.
 AB1579
 AB1579;                    North         East     Units Scale Factor Converg.
 AB1579;SPC TX S     - 5,082,019.046   397,822.673   MT  0.99994878   +0 26 42.6
 AB1579;SPC TX S     -16,673,257.49  1,305,189.89   sFT  0.99994878   +0 26 42.6
 AB1579;UTM  14      - 2,921,221.547   647,666.183   MT  0.99986922   +0 39 30.6
 AB1579
 AB1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1579!SPC TX S     -   1.00000296  x   0.99994878  =   0.99995173
 AB1579!UTM  14      -   1.00000296  x   0.99986922  =   0.99987217
 AB1579
 AB1579|---------------------------------------------------------------------|
 AB1579| PID    Reference Object                     Distance      Geod. Az  |
 AB1579|                                                           dddmmss.s |
 AB1579| CV2727 NOPAL RM 2                           28.490 METERS 00644     |
 AB1579| CV2726 NOPAL RM 1                           26.497 METERS 26341     |
 AB1579| CV2725 NOPAL AZ MK                                        3015815.0 |
 AB1579|---------------------------------------------------------------------|
 AB1579
 AB1579                          SUPERSEDED SURVEY CONTROL
 AB1579
 AB1579  NAD 83(1986)-  26 24 12.70584(N)    097 31 10.12440(W) AD(       ) 2
 AB1579  NAD 27      -  26 24 11.44600(N)    097 31 09.18600(W) AD(       ) 2
 AB1579
 AB1579.Superseded values are not recommended for survey control.
 AB1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1579.See file dsdata.txt to determine how the superseded data were derived.
 AB1579
 AB1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4766621222(NAD 83)
 AB1579_MARKER: DS = TRIANGULATION STATION DISK
 AB1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1579
 AB1579  HISTORY     - Date     Condition        Report By
 AB1579  HISTORY     - 1949     MONUMENTED       CGS
 AB1579  HISTORY     - 1949     GOOD             CGS
 AB1579
 AB1579                          STATION DESCRIPTION
 AB1579
 AB1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1579'THE STATION IS LOCATED ABOUT 18.0 MILES EAST OF RAYMONDVILLE,
 AB1579'5-1/2 MILES EAST OF PARFIRO AND ABOUT 7.0 MILES SOUTH-SOUTHEAST
 AB1579'OF THE SUAZ RANCH HEADQUARTERS, IN THE NOPAL PASTURE OF THE KING
 AB1579'RANCH.  IT IS 135 FEET SOUTH OF THE CENTER OF GATE IN NORTH-SOUTH
 AB1579'FENCE LINE, 14 FEET WEST OF TRIANGULAR BLAZED FENCE POST AND
 AB1579'WITNESS POST, 14 FEET WEST OF NORTH-SOUTH FENCE LINE AND 14 FEET
 AB1579'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED NOPAL 1949 AND
 AB1579'PROJECTS 2 INCHES.
 AB1579'
 AB1579'REFERENCE MARK NO 1 IS WEST OF THE STATION, 1 FOOT NORTH OF
 AB1579'EAST-WEST FENCE LINE.  IT IS STAMPED NOPAL NO 1 1949 AND PROJECTS
 AB1579'4 INCHES.
 AB1579'
 AB1579'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 42 FEET SOUTH OF
 AB1579'THE CENTER OF THE GATE AND 1 FOOT WEST OF FENCE LINE.  IT IS
 AB1579'STAMPED NOPAL NO 2 1949 AND PROJECTS 3 INCHES.
 AB1579'
 AB1579'THE AZIMUTH MARK IS ABOUT 0.35 MILE WEST-NORTHWEST OF THE STATION,
 AB1579'42 FEET NORTH OF THE CENTER OF THE GRADED ROAD AND 1 FOOT
 AB1579'EAST-SOUTHEAST OF WITNESS POST.  IT IS STAMPED NOPAL 1949 AND
 AB1579'PROJECTS 2 INCHES.
 AB1579'
 AB1579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 AB1579'STATE ROUTE 186 IN RAYMONDVILLE, GO EAST ON STATE ROUTE 186
 AB1579'FOR 9.0 MILES TO WHERE HIGHWAY TURNS LEFT, CONTINUE STRAIGHT
 AB1579'AHEAD FOR 1.35 MILES TO END OF HARD SURFACE, CONTINUE EAST AND
 AB1579'NORTH ON DIRT ROAD FOR 2.15 MILES TO T-ROAD RIGHT, TURN RIGHT
 AB1579'AND FOLLOW MACADAM ROAD EAST FOR 2.05 MILES TO IRON GATE ON
 AB1579'RIGHT (GUARD AT GATE AND PERMISSION WILL HAVE TO BE OBTAINED
 AB1579'FROM RANCH FOREMAN MR. BLAND DURHAM TO ENTER), PASS THROUGH
 AB1579'GATE AND GO SOUTH ON MACADAM ROAD FOR 3.75 MILES TO
 AB1579'CROSSROAD, TURN LEFT AND CONTINUE SOUTHEAST FOR 2.85 MILES TO
 AB1579'BUMP GATE, PASS THROUGH GATE AND CONTINUE FOR 0.65 MILE TO
 AB1579'FORK, TAKE LEFT FORK AND FOLLOW GRADED ROAD EAST FOR 0.9 MILE
 AB1579'TO THE AZIMUTH MARK ON THE NORTH SIDE AS DESCRIBED,
 AB1579'CONTINUE EAST ON GRADED ROAD FOR 0.35 MILE TO GATE AND
 AB1579'STATION IN THE SOUTHWEST FENCE CORNER AS DESCRIBED.
 AB1579'
 AB1579'A 74 FOOT SIGNAL AT STATION TENERIAS IS VISIBLE AT 50 FEET
 AB1579'
 AB1579'A 74 FOOT SIGNAL AT STATION LEGION 1939 IS VISIBLE AT 50 FEET
 AB1579'
 AB1579'AN 8 FOOT SIGNAL AT STATION SKIN 2 1939 IS VISIBLE AT 50 FEET
 AB1579'
 AB1579'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 AB1579
 AB1579                          STATION RECOVERY (1949)
 AB1579
 AB1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1579'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN GOOD
 AB1579'CONDITION.  THE 1949 DESCRIPTION BY R.L. ENGDAHL IS ADEQUATE
 AB1579'AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0922 ***********************************************************************
 BP0922  DESIGNATION -  NOPAL
 BP0922  PID         -  BP0922
 BP0922  STATE/COUNTY-  TX/PRESIDIO
 BP0922  USGS QUAD   -  TINAJA (1983)
 BP0922
 BP0922                         *CURRENT SURVEY CONTROL
 BP0922  ___________________________________________________________________
 BP0922* NAD 83(1993)-  30 12 34.56620(N)    103 55 02.82084(W)     ADJUSTED  
 BP0922* NAVD 88     -      1443.     (meters)    4734.     (feet)  SCALED    
 BP0922  ___________________________________________________________________
 BP0922  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 BP0922  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 BP0922
 BP0922  HORZ ORDER  -  SECOND
 BP0922
 BP0922.The horizontal coordinates were established by classical geodetic methods
 BP0922.and adjusted by the National Geodetic Survey in February 1996..
 BP0922
 BP0922.The orthometric height was scaled from a topographic map.
 BP0922
 BP0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0922
 BP0922.The geoid height was determined by GEOID03.
 BP0922
 BP0922;                    North         East     Units Scale Factor Converg.
 BP0922;SPC TXSC     - 4,273,315.455   126,682.952   MT  0.99997953   -2 24 32.8
 BP0922;SPC TXSC     -14,020,035.79    415,625.65   sFT  0.99997953   -2 24 32.8
 BP0922;UTM  13      - 3,342,506.599   604,192.392   MT  0.99973393   +0 32 41.1
 BP0922
 BP0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0922!SPC TXSC     -   0.99977686  x   0.99997953  =   0.99975639
 BP0922!UTM  13      -   0.99977686  x   0.99973393  =   0.99951085
 BP0922
 BP0922|---------------------------------------------------------------------|
 BP0922| PID    Reference Object                     Distance      Geod. Az  |
 BP0922|                                                           dddmmss.s |
 BP0922| CH9169 NOPAL RM 2                           20.159 METERS 15558     |
 BP0922| BP0925 MITCHELLS RANCH TALL WINDMILL       APPROX. 7.5 KM 1584315.4 |
 BP0922| CH9167 NOPAL AZ MK                                        1623705.3 |
 BP0922| CH9168 NOPAL RM 1                           28.641 METERS 34708     |
 BP0922|---------------------------------------------------------------------|
 BP0922
 BP0922                          SUPERSEDED SURVEY CONTROL
 BP0922
 BP0922  NAD 83(1986)-  30 12 34.56203(N)    103 55 02.81771(W) AD(       ) 2
 BP0922  NAD 27      -  30 12 33.98000(N)    103 55 01.15500(W) AD(       ) 2
 BP0922
 BP0922.Superseded values are not recommended for survey control.
 BP0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0922.See file dsdata.txt to determine how the superseded data were derived.
 BP0922
 BP0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0419242507(NAD 83)
 BP0922_MARKER: DS = TRIANGULATION STATION DISK
 BP0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0922_STAMPING: NOPAL 1942
 BP0922_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BP0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0922+STABILITY: SURFACE MOTION
 BP0922
 BP0922  HISTORY     - Date     Condition        Report By
 BP0922  HISTORY     - 1942     MONUMENTED       CGS
 BP0922  HISTORY     - 19990629 GOOD             NGS
 BP0922
 BP0922                          STATION DESCRIPTION
 BP0922
 BP0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0922'STATION IS LOCATED BY AIR LINE DISTANCES, ABOUT 9 MILES SE OF
 BP0922'MARFA, 17 MILES SW OF ALPINE, AND ABOUT 5 MILES S OF U.S.
 BP0922'HIGHWAY 90, ON A LOW PASTURE HILL ABOUT 1/2 MILE S OF THE
 BP0922'ALPINE-PRESIDIO RAILROAD, AND 50 YARDS W OF THE ESCONDIDO ROAD.
 BP0922'
 BP0922'SURFACE MARK IS A STANDARD DISK, STAMPED NOPAL 1942, SET
 BP0922'IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 BP0922'IT IS 10 FEET W OF THE FENCE AND 6 FEET SW OF A WHITE WITNESS
 BP0922'POST.
 BP0922'
 BP0922'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 BP0922'
 BP0922'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED NOPAL NO. 1
 BP0922'1942, SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 BP0922'ABOVE THE GROUND.
 BP0922'
 BP0922'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED NOPAL NO. 2
 BP0922'1942, SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 BP0922'ABOVE THE GROUND.  IT IS IN THE FENCE LINE.
 BP0922'
 BP0922'THE AZIMUTH MARK IS ON A LOW FLAT-TOPPED RIDGE, 0.15 MILE W
 BP0922'OF THE ROAD, AND 1-1/2 FEET W OF THE FENCE.  MARKED BY A
 BP0922'STANDARD DISK, STAMPED NOPAL 1942, SET IN TOP OF A SQUARE
 BP0922'CONCRETE POST WHICH PROJECTS ABOVE THE GROUND.
 BP0922'
 BP0922'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF U.S.
 BP0922'HIGHWAY 90 AND MAIN STREET IN MARFA, GO E ON U.S. HIGHWAY 90,
 BP0922'TOWARD ALPINE, 6.2 MILES, TURN RIGHT OFF HIGHWAY ON DIRT ROAD
 BP0922'AT THE SIGN NOPAL RANCH, AND FOLLOW THIS DIRT ROAD S 5.2 MILES,
 BP0922'CROSS RAILROAD AND CONTINUE S 0.4 MILE TO THE TOP OF A LOW
 BP0922'DIVIDE.  TURN RIGHT OFF THE ROAD AND GO W ACROSS COUNTRY
 BP0922'ABOUT 50 YARDS TO A N-S FENCE LINE AND THE STATION.
 BP0922
 BP0922                          STATION RECOVERY (1999)
 BP0922
 BP0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 BP0922'STATION, RM 1, RM 2 RECOVERED IN GOOD CONDITION.  AZIMUTH MARK NOT
 BP0922'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1818 ***********************************************************************
 AH1818  DESIGNATION -  NORD ET
 AH1818  PID         -  AH1818
 AH1818  STATE/COUNTY-  TX/KARNES
 AH1818  USGS QUAD   -  RUNGE (1987)
 AH1818
 AH1818                         *CURRENT SURVEY CONTROL
 AH1818  ___________________________________________________________________
 AH1818* NAD 83(1993)-  28 52 51.54201(N)    097 38 34.67594(W)     ADJUSTED  
 AH1818* NAVD 88     -       127.4    (meters)     418.     (feet)  VERTCON   
 AH1818  ___________________________________________________________________
 AH1818  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AH1818  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AH1818
 AH1818  HORZ ORDER  -  THIRD
 AH1818
 AH1818.The horizontal coordinates were established by classical geodetic methods
 AH1818.and adjusted by the National Geodetic Survey in July 1998..
 AH1818
 AH1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1818
 AH1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1818
 AH1818.The geoid height was determined by GEOID03.
 AH1818
 AH1818;                    North         East     Units Scale Factor Converg.
 AH1818;SPC TXSC     - 4,116,876.552   732,362.192   MT  0.99989441   +0 39 53.4
 AH1818;SPC TXSC     -13,506,785.82  2,402,758.29   sFT  0.99989441   +0 39 53.4
 AH1818;UTM  14      - 3,195,556.771   632,332.837   MT  0.99981611   +0 39 19.9
 AH1818
 AH1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1818!SPC TXSC     -   0.99998421  x   0.99989441  =   0.99987862
 AH1818!UTM  14      -   0.99998421  x   0.99981611  =   0.99980032
 AH1818
 AH1818                          SUPERSEDED SURVEY CONTROL
 AH1818
 AH1818  NGVD 29 (07/28/98)  127.4    (m)          418.     (f) VERT ANG       
 AH1818
 AH1818.Superseded values are not recommended for survey control.
 AH1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1818.See file dsdata.txt to determine how the superseded data were derived.
 AH1818
 AH1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3233395557(NAD 83)
 AH1818_MARKER: DS = TRIANGULATION STATION DISK
 AH1818
 AH1818  HISTORY     - Date     Condition        Report By
 AH1818  HISTORY     - 1963     MONUMENTED       USGS
 AH1818
 AH1818                          STATION DESCRIPTION
 AH1818
 AH1818'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AH1818'STATION LOCATED APPROXIMATELY 7 MI. (AIRLINE) SW. OF NORDHEIM, TEXAS,
 AH1818'AND 9 MI. (AIRLINE) E. OF RUNGE, TEXAS, ON A ROUND, PARTIALLY
 AH1818'CULTIVATED TOP, ON PROPERTY OWNED BY MR. CARL D. BOLDING.
 AH1818'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND FARM ROAD
 AH1818'239 IN NORDHEIM, TEXAS, FOLLOW FARM ROAD 239 SE. 0.25 MI. TO RIGHT
 AH1818'ANGLE CURVE, THEN SW. 0.25 MI. TO Y-JUNCTION AT CEMETERY, TAKE RIGHT
 AH1818'FORK SW. 2.8 MI. TO CROSSROADS AT END OF PAVEMENT, CONTINUE STRAIGHT
 AH1818'AHEAD (SW.) 0.5 MI. TO A T-RD. JUNCTION NW., THEN RIGHT (NW.) ALONG
 AH1818'FIELD RD. 0.3 MI. TO A Y-RD. FORK, TAKE RIGHT FORK NW. 0.2 MI. TO GATE
 AH1818'AT TOP OF HILL, THEN RIGHT 0.05 MI. TO STATION, 20 FT. SE. OF FIELD
 AH1818'RD. AND 3 FT. NW. OF NE-SW. FENCE LINE.
 AH1818'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---NORD E.T., 1963---,
 AH1818'SET IN A CONCRETE POST PROJECTING 3 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2175 ***********************************************************************
 AN2175  DESIGNATION -  NORDHEIM MUNICIPAL TANK
 AN2175  PID         -  AN2175
 AN2175  STATE/COUNTY-  TX/DE WITT
 AN2175  USGS QUAD   -  YORKTOWN WEST (1987)
 AN2175
 AN2175                         *CURRENT SURVEY CONTROL
 AN2175  ___________________________________________________________________
 AN2175* NAD 83(1993)-  28 55 16.82829(N)    097 36 40.07468(W)     ADJUSTED  
 AN2175* NAVD 88     -                                                        
 AN2175  ___________________________________________________________________
 AN2175  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AN2175  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN2175
 AN2175  HORZ ORDER  -  THIRD
 AN2175
 AN2175.The horizontal coordinates were established by classical geodetic methods
 AN2175.and adjusted by the National Geodetic Survey in February 1996..
 AN2175
 AN2175
 AN2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2175
 AN2175.The geoid height was determined by GEOID03.
 AN2175
 AN2175;                    North         East     Units Scale Factor Converg.
 AN2175;SPC TXSC     - 4,121,385.170   735,413.924   MT  0.99988911   +0 40 49.5
 AN2175;SPC TXSC     -13,521,577.85  2,412,770.52   sFT  0.99988911   +0 40 49.5
 AN2175;UTM  14      - 3,200,064.592   635,385.060   MT  0.99982619   +0 40 18.4
 AN2175
 AN2175                          SUPERSEDED SURVEY CONTROL
 AN2175
 AN2175  NAD 83(1986)-  28 55 16.83335(N)    097 36 40.05956(W) AD(       ) 4
 AN2175  NAD 27      -  28 55 15.93000(N)    097 36 39.06000(W) AD(       ) 3
 AN2175
 AN2175.Superseded values are not recommended for survey control.
 AN2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2175.See file dsdata.txt to determine how the superseded data were derived.
 AN2175
 AN2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT3538500065(NAD 83)
 AN2175_MARKER: 53 = ELEVATED TANK
 AN2175
 AN2175  HISTORY     - Date     Condition        Report By
 AN2175  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2175
 AN2175                          STATION DESCRIPTION
 AN2175
 AN2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2175'LOCATED 1-1/2 BLOCK NORTH OF THE RAILROAD TRACKS, 1 BLOCK
 AN2175'WEST OF THE MAIN STREET, AND 1 BLOCK NORTH OF STATE ROUTE 72.
 AN2175'IT IS A FOUR-LEGGED STEEL STRUCTURE 125 FEET HIGH PAINTED SILVER.
 AN2175'POINT OBSERVED ON, FINIAL ON THE APEX OF THE TANK ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0899 ***********************************************************************
 AH0899  DESIGNATION -  NORIA
 AH0899  PID         -  AH0899
 AH0899  STATE/COUNTY-  TX/KLEBERG
 AH0899  USGS QUAD   -  CONCORDIA (1975)
 AH0899
 AH0899                         *CURRENT SURVEY CONTROL
 AH0899  ___________________________________________________________________
 AH0899* NAD 83(1993)-  27 31 47.07706(N)    097 41 59.05349(W)     ADJUSTED  
 AH0899* NAVD 88     -        10.542  (meters)      34.59   (feet)  ADJUSTED  
 AH0899  ___________________________________________________________________
 AH0899  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH0899  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH0899  DYNAMIC HT  -          10.526 (meters)      34.53  (feet)  COMP
 AH0899  MODELED GRAV-     979,106.5   (mgal)                       NAVD 88
 AH0899
 AH0899  HORZ ORDER  -  THIRD
 AH0899  VERT ORDER  -  SECOND    CLASS 0
 AH0899
 AH0899.The horizontal coordinates were established by classical geodetic methods
 AH0899.and adjusted by the National Geodetic Survey in February 1996..
 AH0899
 AH0899.The orthometric height was determined by differential leveling
 AH0899.and adjusted by the National Geodetic Survey in June 1991..
 AH0899
 AH0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0899
 AH0899.The geoid height was determined by GEOID03.
 AH0899
 AH0899.The dynamic height is computed by dividing the NAVD 88
 AH0899.geopotential number by the normal gravity value computed on the
 AH0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0899.degrees latitude (g = 980.6199 gals.).
 AH0899
 AH0899.The modeled gravity was interpolated from observed gravity values.
 AH0899
 AH0899;                    North         East     Units Scale Factor Converg.
 AH0899;SPC TX S     - 5,206,666.879   379,048.929   MT  0.99993721   +0 21 48.0
 AH0899;SPC TX S     -17,082,206.25  1,243,596.36   sFT  0.99993721   +0 21 48.0
 AH0899;UTM  14      - 3,045,784.939   628,402.183   MT  0.99980351   +0 36 03.9
 AH0899
 AH0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0899!SPC TX S     -   1.00000243  x   0.99993721  =   0.99993964
 AH0899!UTM  14      -   1.00000243  x   0.99980351  =   0.99980594
 AH0899
 AH0899:                Primary Azimuth Mark                     Grid Az
 AH0899:SPC TX S     -  CHILTIPIN                                084 45 43.3
 AH0899:UTM  14      -  CHILTIPIN                                084 31 27.4
 AH0899
 AH0899|---------------------------------------------------------------------|
 AH0899| PID    Reference Object                     Distance      Geod. Az  |
 AH0899|                                                           dddmmss.s |
 AH0899| AH0886 CHILTIPIN                           APPROX.10.2 KM 0850731.3 |
 AH0899| CV2836 PTS 29 Y 5 A                                       0883515.1 |
 AH0899| AH0900 NORIA RM 1                            8.797 METERS 15203     |
 AH0899| AH0901 P 636                                 8.208 METERS 24839     |
 AH0899| AH1587 BISHOP MUNICIPAL TANK               APPROX.10.9 KM 3020725.5 |
 AH0899|---------------------------------------------------------------------|
 AH0899
 AH0899                          SUPERSEDED SURVEY CONTROL
 AH0899
 AH0899  NAD 83(1986)-  27 31 47.08787(N)    097 41 59.02908(W) AD(       ) 3
 AH0899  NAD 27      -  27 31 45.95900(N)    097 41 58.04800(W) AD(       ) 3
 AH0899  NGVD 29 (??/??/92)   10.659  (m)           34.97   (f) ADJ UNCH    2 0
 AH0899
 AH0899.Superseded values are not recommended for survey control.
 AH0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0899.See file dsdata.txt to determine how the superseded data were derived.
 AH0899
 AH0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2840245785(NAD 83)
 AH0899_MARKER: DS = TRIANGULATION STATION DISK
 AH0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0899_STAMPING: NORIA 1949
 AH0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0899+STABILITY: SURFACE MOTION
 AH0899
 AH0899  HISTORY     - Date     Condition        Report By
 AH0899  HISTORY     - 1949     MONUMENTED       CGS
 AH0899  HISTORY     - 1949     GOOD             CGS
 AH0899  HISTORY     - 1951     GOOD             CGS
 AH0899  HISTORY     - 1951     GOOD             NGS
 AH0899  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH0899
 AH0899                          STATION DESCRIPTION
 AH0899
 AH0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0899'THE STATION IS LOCATED ON THE KING RANCH ABOUT 10.25 MILES EAST
 AH0899'OF KINGSVILLE AND 7.5 MILES SOUTHEAST OF BISHOP, 43.5 FEET SOUTH
 AH0899'OF THE CENTER OF A MACADAM ROAD, AND 6.5 FEET SOUTH OF A WITNESS
 AH0899'POST.  IT PROJECTS 3 INCHES AND IS STAMPED NORIA 1949.
 AH0899'
 AH0899'REFERENCE MARK NO. 1 IS 66.0 FEET SOUTH OF THE CENTER OF A
 AH0899'MACADAM ROAD.  IT PROJECTS 1 INCH AND IS STAMPED NORIA NO 1 1949.
 AH0899'
 AH0899'REFERENCE MARK NO. 2 IS BENCH MARK P 636 SET IN AN 8 INCH BY
 AH0899'8 INCH CONCRETE POST PROJECTING 9 INCHES ABOVE THE GROUND.  IT
 AH0899'IS 52.5 FEET SOUTH OF THE CENTER OF A MACADAM ROAD AND 3.8
 AH0899'FEET WEST OF A WITNESS POST.  IT IS STAMPED P 636 1942.
 AH0899'
 AH0899'THE AZIMUTH MARK IS A STANDARD U.S.G.S. DISK SET IN AN 8 INCH
 AH0899'BY 8 INCH CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 AH0899'IT IS 32.0 FEET SOUTH OF THE CENTER OF A BUMP GATE AND MACADAM
 AH0899'ROAD, 2.3 FEET WEST OF A FENCE AND 1.3 FEET WEST OF A WITNESS
 AH0899'POST.  IT IS STAMPED PRIM TRAV STA NO 29Y TEXAS 5A 1923.
 AH0899'
 AH0899'TO REACH THE STATION FROM THE POST OFFICE IN KINGSVILLE, GO
 AH0899'SOUTH ON U.S. HIGHWAY NO. 77 FOR 0.7 MILE TO E. CEASER ST.,
 AH0899'HERE TURN LEFT AND GO 2.7 MILES TO A T INTERSECTION, TURN LEFT
 AH0899'AND FOLLOW WINDING ROAD 1.7 MILES TO GATE INTO KING RANCH, FROM
 AH0899'GATE CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A FORK, TAKE
 AH0899'LEFT FORK AND CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD,
 AH0899'PASSING THROUGH TWO BUMP GATES FOR 6.2 MILES AND STATION ON
 AH0899'THE RIGHT AS DESCRIBED.
 AH0899'
 AH0899'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON MACADAM
 AH0899'ROAD FOR 2.0 MILES TO A BUMP GATE AND MARK ON RIGHT AS DESCRIBED.
 AH0899'
 AH0899'A 74 FOOT SIGNAL AT STATION CHILTIPIN IS VISIBLE AT 4 FEET.
 AH0899'
 AH0899'A 47 FOOT SIGNAL AT STATION PINTO IS VISIBLE AT 4 FEET.
 AH0899'
 AH0899'A 74 FOOT SIGNAL AT STATION BISHOP 1913 IS VISIBLE AT 4 FEET.
 AH0899
 AH0899                          STATION RECOVERY (1949)
 AH0899
 AH0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH0899'STATION RECOVERED IN GOOD CONDITION.  THE 1949 DESCRIPTION BY
 AH0899'R.L.E. IS ADEQUATE.
 AH0899
 AH0899                          STATION RECOVERY (1951)
 AH0899
 AH0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0899'10.5 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0899'KINGSVILLE, 1.9 MILES WEST OF A GATE WHICH IS ACROSS THE ROAD,
 AH0899'0.4 MILE EAST OF A WINDMILL AND WATER TANK, 43 FEET SOUTH OF
 AH0899'THE CENTER LINE OF THE ROAD, 2.6 FEET NORTH OF A WITNESS POST,
 AH0899'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 AH0899'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED NORIA 1949.
 AH0899'
 AH0899'NORIA R.M. 1 IS 28.8 FEET SOUTHEAST OF TRIANGULATION STATION
 AH0899'NORIA 1949, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AH0899'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 69 FEET SOUTH
 AH0899'OF THE CENTER LINE OF THE ROAD, STAMPED NORIA NO 1 1949.
 AH0899'
 AH0899'NORIA R.M. 2 IS BENCH MARK P 636.  IT IS 27 FEET SOUTHWEST
 AH0899'OF TRIANGULATION STATION NORIA 1949, A BENCH MARK DISK STAMPED
 AH0899'P 636 1942.
 AH0899'
 AH0899'NORIA AZIMUTH 1949 IS BENCH MARK P.T.S. 29 Y (U.S.G.S.), IT
 AH0899'IS 1.9 MILES EAST OF TRIANGULATION STATION NORIA 1949, 32
 AH0899'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 32 FEET SOUTH OF THE
 AH0899'CENTER OF A GATE, 2.7 FEET WEST OF A FENCE, 1.3 FEET WEST
 AH0899'OF A WITNESS POST, A U.S.G.S. DISK SET IN THE TOP OF A CONCRETE
 AH0899'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED PRIM
 AH0899'TRAV STA NO 29 Y TEXAS 5 A 1923.
 AH0899
 AH0899                          STATION RECOVERY (1951)
 AH0899
 AH0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0899'10.5 MI E FROM KINGSVILLE.
 AH0899'10.5 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0899'KINGSVILLE, 1.9 MILES WEST OF A GATE WHICH IS ACROSS THE ROAD, 0.4
 AH0899'MILE EAST OF A WINDMILL AND A WATER TANK, 43 FEET SOUTH OF THE CENTER
 AH0899'LINE OF THE ROAD, 2.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 AH0899'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AH0899
 AH0899                          STATION RECOVERY (1969)
 AH0899
 AH0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GDF)
 AH0899'THE AZIMUTH MARK AND BENCH MARK P-636 HAVE BEEN DESTROYED.
 AH0899'REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  THE SURFACE MARK
 AH0899'WAS OUT OF THE GROUND.  UNDERGROUND MARK RECOVERED AND THE SURFACE
 AH0899'MARK RECENTERED OVER IT.  MARK IS 41 FEET SOUTH OF CENTERLINE
 AH0899'OF THE PRESENT ROAD IN THE BOTTOM OF BORROW DITCH AND NOW
 AH0899'PROJECTS ABOUT 4 INCHES ABOVE GROUND.  THE TO REACH DESCRIPTION
 AH0899'AS GIVEN IN 1951 IS SATISFACTORY.
 AH0899'
 AH0899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KINGSVILLE
 AH0899'IS 10-1/4 MILES EAST OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1579 ***********************************************************************
 AH1579  DESIGNATION -  NORIA BEE WINDMILL
 AH1579  PID         -  AH1579
 AH1579  STATE/COUNTY-  TX/KLEBERG
 AH1579  USGS QUAD   -  CONCORDIA (1975)
 AH1579
 AH1579                         *CURRENT SURVEY CONTROL
 AH1579  ___________________________________________________________________
 AH1579* NAD 83(1993)-  27 31 02.88579(N)    097 44 47.10672(W)     ADJUSTED  
 AH1579* NAVD 88     -                                                        
 AH1579  ___________________________________________________________________
 AH1579  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AH1579  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AH1579
 AH1579  HORZ ORDER  -  THIRD
 AH1579
 AH1579.The horizontal coordinates were established by classical geodetic methods
 AH1579.and adjusted by the National Geodetic Survey in February 1996..
 AH1579
 AH1579
 AH1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1579
 AH1579.The geoid height was determined by GEOID03.
 AH1579
 AH1579;                    North         East     Units Scale Factor Converg.
 AH1579;SPC TX S     - 5,205,278.348   374,445.974   MT  0.99993526   +0 20 31.7
 AH1579;SPC TX S     -17,077,650.71  1,228,494.83   sFT  0.99993526   +0 20 31.7
 AH1579;UTM  14      - 3,044,377.543   623,805.665   MT  0.99978920   +0 34 45.3
 AH1579
 AH1579                          SUPERSEDED SURVEY CONTROL
 AH1579
 AH1579  NAD 83(1986)-  27 31 02.89616(N)    097 44 47.08278(W) AD(       ) 4
 AH1579  NAD 27      -  27 31 01.76000(N)    097 44 46.10000(W) AD(       ) 3
 AH1579
 AH1579.Superseded values are not recommended for survey control.
 AH1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1579.See file dsdata.txt to determine how the superseded data were derived.
 AH1579
 AH1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2380644378(NAD 83)
 AH1579_MARKER: 66 = WINDMILL
 AH1579
 AH1579  HISTORY     - Date     Condition        Report By
 AH1579  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1579
 AH1579                          STATION DESCRIPTION
 AH1579
 AH1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1579'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 7-1/2 MILES EAST
 AH1579'OF KINGSVILLE, ABOUT 1-3/4 MILES NE OF LEONCITAS CAMP, 71
 AH1579'FT. NORTH OF CONCRETE WATER RESERVOIR, 70 FT. SOUTH OF SIMILAR
 AH1579'RESERVOIR, AND WITHIN A SMALL FENCED ENCLOSURE.
 AH1579'
 AH1579'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT.
 AH1579'HIGH.
 AH1579'
 AH1579'(NORIA BEE MEANS BEE WELL.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1576 ***********************************************************************
 AH1576  DESIGNATION -  NORIA DAN WINDMILL
 AH1576  PID         -  AH1576
 AH1576  STATE/COUNTY-  TX/KLEBERG
 AH1576  USGS QUAD   -  LAURELES RANCH (1975)
 AH1576
 AH1576                         *CURRENT SURVEY CONTROL
 AH1576  ___________________________________________________________________
 AH1576* NAD 83(1993)-  27 30 42.93922(N)    097 35 37.64602(W)     ADJUSTED  
 AH1576* NAVD 88     -                                                        
 AH1576  ___________________________________________________________________
 AH1576  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH1576  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH1576
 AH1576  HORZ ORDER  -  THIRD
 AH1576
 AH1576.The horizontal coordinates were established by classical geodetic methods
 AH1576.and adjusted by the National Geodetic Survey in February 1996..
 AH1576
 AH1576
 AH1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1576
 AH1576.The geoid height was determined by GEOID03.
 AH1576
 AH1576;                    North         East     Units Scale Factor Converg.
 AH1576;SPC TX S     - 5,204,763.582   389,528.194   MT  0.99993439   +0 24 41.1
 AH1576;SPC TX S     -17,075,961.85  1,277,977.08   sFT  0.99993439   +0 24 41.1
 AH1576;UTM  14      - 3,043,925.404   638,888.056   MT  0.99983811   +0 38 58.8
 AH1576
 AH1576                          SUPERSEDED SURVEY CONTROL
 AH1576
 AH1576  NAD 83(1986)-  27 30 42.95046(N)    097 35 37.62256(W) AD(       ) 4
 AH1576  NAD 27      -  27 30 41.81800(N)    097 35 36.64400(W) AD(       ) 3
 AH1576
 AH1576.Superseded values are not recommended for survey control.
 AH1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1576.See file dsdata.txt to determine how the superseded data were derived.
 AH1576
 AH1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3888843925(NAD 83)
 AH1576_MARKER: 66 = WINDMILL
 AH1576
 AH1576  HISTORY     - Date     Condition        Report By
 AH1576  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1576
 AH1576                          STATION DESCRIPTION
 AH1576
 AH1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1576'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 5 MILES WSW OF
 AH1576'LAURELES, ABOUT 1.5 MILES SOUTH OF THE MAIN ROAD FROM KINGSVILLE
 AH1576'TO LAURELES, ABOUT 1.75 MILES EAST OF AND ACROSS A CREEK FROM
 AH1576'NAVY LANDING FIELD NO. 25 (ABANDONED), 46 FT. WEST OF 30 FT.
 AH1576'DIAMETER WATER TROUGH (CONCRETE), AND 67 FT. SW OF ANOTHER
 AH1576'SIMILAR WATER TROUGH.
 AH1576'
 AH1576'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT.
 AH1576'HIGH SET ON CONCRETE BASE.
 AH1576'
 AH1576'(NORIA DAN MEANS DAN WELL)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1578 ***********************************************************************
 AH1578  DESIGNATION -  NORIA HONDA WINDMILL
 AH1578  PID         -  AH1578
 AH1578  STATE/COUNTY-  TX/KLEBERG
 AH1578  USGS QUAD   -  CONCORDIA (1975)
 AH1578
 AH1578                         *CURRENT SURVEY CONTROL
 AH1578  ___________________________________________________________________
 AH1578* NAD 83(1993)-  27 31 44.86026(N)    097 42 29.09768(W)     ADJUSTED  
 AH1578* NAVD 88     -                                                        
 AH1578  ___________________________________________________________________
 AH1578  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AH1578  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AH1578
 AH1578  HORZ ORDER  -  THIRD
 AH1578
 AH1578.The horizontal coordinates were established by classical geodetic methods
 AH1578.and adjusted by the National Geodetic Survey in February 1996..
 AH1578
 AH1578
 AH1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1578
 AH1578.The geoid height was determined by GEOID03.
 AH1578
 AH1578;                    North         East     Units Scale Factor Converg.
 AH1578;SPC TX S     - 5,206,593.449   378,224.999   MT  0.99993711   +0 21 34.3
 AH1578;SPC TX S     -17,081,965.34  1,240,893.18   sFT  0.99993711   +0 21 34.3
 AH1578;UTM  14      - 3,045,708.102   627,578.676   MT  0.99980091   +0 35 49.9
 AH1578
 AH1578                          SUPERSEDED SURVEY CONTROL
 AH1578
 AH1578  NAD 83(1986)-  27 31 44.87089(N)    097 42 29.07353(W) AD(       ) 4
 AH1578  NAD 27      -  27 31 43.74100(N)    097 42 28.09200(W) AD(       ) 3
 AH1578
 AH1578.Superseded values are not recommended for survey control.
 AH1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1578.See file dsdata.txt to determine how the superseded data were derived.
 AH1578
 AH1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2757945708(NAD 83)
 AH1578_MARKER: 66 = WINDMILL
 AH1578
 AH1578  HISTORY     - Date     Condition        Report By
 AH1578  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1578
 AH1578                          STATION DESCRIPTION
 AH1578
 AH1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1578'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 9-1/2 MILES
 AH1578'EAST OF KINGSVILLE, ABOUT 2-1/2 MILES WEST OF THE GATE
 AH1578'LOCATED 1/4 MILE SOUTH OF LAS PALMAS CAMP, ON THE SOUTH SIDE
 AH1578'OF THE MAIN KINGSVILLE-LAURELES ROAD, ABOUT 1/2 MILE WEST
 AH1578'OF NORIA 1949, ON THE SOUTH SIDE OF THE MAIN ROAD, 200 FT.
 AH1578'SOUTH OF THE ROAD, AT THE NORTH END OF A LARGE EARTHEN WATER
 AH1578'RESERVOIR, AND 15 FT. NE OF A CONCRETE WATER TANK.
 AH1578'
 AH1578'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT.
 AH1578'HIGH.
 AH1578'
 AH1578'(NORIA HONDA MEANS DEEP WELL.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1494 ***********************************************************************
 AH1494  DESIGNATION -  NORIA MARIA WINDMILL
 AH1494  PID         -  AH1494
 AH1494  STATE/COUNTY-  TX/KLEBERG
 AH1494  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH1494
 AH1494                         *CURRENT SURVEY CONTROL
 AH1494  ___________________________________________________________________
 AH1494* NAD 83(1993)-  27 29 11.28203(N)    097 34 25.16746(W)     ADJUSTED  
 AH1494* NAVD 88     -                                                        
 AH1494  ___________________________________________________________________
 AH1494  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AH1494  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AH1494
 AH1494  HORZ ORDER  -  THIRD
 AH1494
 AH1494.The horizontal coordinates were established by classical geodetic methods
 AH1494.and adjusted by the National Geodetic Survey in February 1996..
 AH1494
 AH1494
 AH1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1494
 AH1494.The geoid height was determined by GEOID03.
 AH1494
 AH1494;                    North         East     Units Scale Factor Converg.
 AH1494;SPC TX S     - 5,201,956.994   391,537.882   MT  0.99993054   +0 25 14.0
 AH1494;SPC TX S     -17,066,753.90  1,284,570.53   sFT  0.99993054   +0 25 14.0
 AH1494;UTM  14      - 3,041,127.445   640,909.204   MT  0.99984509   +0 39 30.3
 AH1494
 AH1494                          SUPERSEDED SURVEY CONTROL
 AH1494
 AH1494  NAD 83(1986)-  27 29 11.29357(N)    097 34 25.14298(W) AD(       ) 4
 AH1494  NAD 27      -  27 29 10.15600(N)    097 34 24.16400(W) AD(       ) 3
 AH1494
 AH1494.Superseded values are not recommended for survey control.
 AH1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1494.See file dsdata.txt to determine how the superseded data were derived.
 AH1494
 AH1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4090941127(NAD 83)
 AH1494_MARKER: 66 = WINDMILL
 AH1494
 AH1494  HISTORY     - Date     Condition        Report By
 AH1494  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1494
 AH1494                          STATION DESCRIPTION
 AH1494
 AH1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1494'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 5 MILES SW
 AH1494'OF LAURELES, ABOUT 3.5 MILES SOUTH OF THE MAIN ROAD FROM KINGSVILLE
 AH1494'TO LAURELES, ABOUT 750 FT. EAST OF A SHELL ROAD LEADING TO NAVY
 AH1494'LANDING FIELD NO. 15 (ABANDONED), AND ABOUT 1 MILE NORTH OF WHERE
 AH1494'SHELL ROAD CROSSES CHILTIPIN CREEK, 195 FT. NW OF CONCRETE WATER
 AH1494'TROUGH, 168 FT. SE OF ANOTHER CONCRETE WATER TROUGH, AND
 AH1494'26 FT. SOUTH OF AN E-W FENCE.
 AH1494'
 AH1494'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT.
 AH1494'HIGH.
 AH1494'
 AH1494'(NORIA MARIA MEANS MARIA (MARY) WELL.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0900 ***********************************************************************
 AH0900  DESIGNATION -  NORIA RM 1
 AH0900  PID         -  AH0900
 AH0900  STATE/COUNTY-  TX/KLEBERG
 AH0900  USGS QUAD   -  CONCORDIA (1975)
 AH0900
 AH0900                         *CURRENT SURVEY CONTROL
 AH0900  ___________________________________________________________________
 AH0900* NAD 83(1986)-  27 31 46.     (N)    097 41 57.     (W)     SCALED    
 AH0900* NAVD 88     -        10.590  (meters)      34.74   (feet)  ADJUSTED  
 AH0900  ___________________________________________________________________
 AH0900  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH0900  DYNAMIC HT  -          10.573 (meters)      34.69  (feet)  COMP
 AH0900  MODELED GRAV-     979,106.5   (mgal)                       NAVD 88
 AH0900
 AH0900  VERT ORDER  -  SECOND    CLASS 0
 AH0900
 AH0900.The horizontal coordinates were scaled from a topographic map and have
 AH0900.an estimated accuracy of +/- 6 seconds.
 AH0900
 AH0900.The orthometric height was determined by differential leveling
 AH0900.and adjusted by the National Geodetic Survey in June 1991..
 AH0900
 AH0900.The geoid height was determined by GEOID03.
 AH0900
 AH0900.The dynamic height is computed by dividing the NAVD 88
 AH0900.geopotential number by the normal gravity value computed on the
 AH0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0900.degrees latitude (g = 980.6199 gals.).
 AH0900
 AH0900.The modeled gravity was interpolated from observed gravity values.
 AH0900
 AH0900;                    North         East    Units  Estimated Accuracy
 AH0900;SPC TX S     - 5,206,630.      379,110.      MT  (+/- 180 meters Scaled)
 AH0900
 AH0900                          SUPERSEDED SURVEY CONTROL
 AH0900
 AH0900  NGVD 29 (??/??/92)   10.706  (m)           35.12   (f) ADJ UNCH    2 0
 AH0900
 AH0900.Superseded values are not recommended for survey control.
 AH0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0900.See file dsdata.txt to determine how the superseded data were derived.
 AH0900
 AH0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR284457(NAD 83)
 AH0900_MARKER: DR = REFERENCE MARK DISK
 AH0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0900_STAMPING: NORIA NO 1 1949
 AH0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0900+STABILITY: SURFACE MOTION
 AH0900
 AH0900  HISTORY     - Date     Condition        Report By
 AH0900  HISTORY     - 1949     MONUMENTED       CGS
 AH0900  HISTORY     - 1951     GOOD             NGS
 AH0900
 AH0900                          STATION DESCRIPTION
 AH0900
 AH0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0900'10.5 MI E FROM KINGSVILLE.
 AH0900'10.5 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0900'KINGSVILLE, 1.9 MILES WEST OF A GATE WHICH IS ACROSS THE ROAD, 0.4
 AH0900'MILE EAST OF A WINDMILL AND A WATER TANK, 69 FEET SOUTH OF THE CENTER
 AH0900'LINE OF THE ROAD, 28.8 FEET SOUTHEAST OF TRIANGULATION STATION NORIA
 AH0900'1949, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 AH0900'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0974 ***********************************************************************
 AB0974  DESIGNATION -  NORIAS AZ MK
 AB0974  PID         -  AB0974
 AB0974  STATE/COUNTY-  TX/KENEDY
 AB0974  USGS QUAD   -  NORIAS (1982)
 AB0974
 AB0974                         *CURRENT SURVEY CONTROL
 AB0974  ___________________________________________________________________
 AB0974* NAD 83(1986)-  26 45 02.     (N)    097 46 11.     (W)     SCALED    
 AB0974* NAVD 88     -         6.066  (meters)      19.90   (feet)  ADJUSTED  
 AB0974  ___________________________________________________________________
 AB0974  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AB0974  DYNAMIC HT  -           6.056 (meters)      19.87  (feet)  COMP
 AB0974  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AB0974
 AB0974  VERT ORDER  -  FIRST     CLASS II
 AB0974
 AB0974.The horizontal coordinates were scaled from a topographic map and have
 AB0974.an estimated accuracy of +/- 6 seconds.
 AB0974
 AB0974.The orthometric height was determined by differential leveling
 AB0974.and adjusted by the National Geodetic Survey in June 1991..
 AB0974.WARNING-Repeat measurements at this control monument indicate possible
 AB0974.vertical movement.
 AB0974
 AB0974.The geoid height was determined by GEOID03.
 AB0974
 AB0974.The dynamic height is computed by dividing the NAVD 88
 AB0974.geopotential number by the normal gravity value computed on the
 AB0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0974.degrees latitude (g = 980.6199 gals.).
 AB0974
 AB0974.The modeled gravity was interpolated from observed gravity values.
 AB0974
 AB0974;                    North         East    Units  Estimated Accuracy
 AB0974;SPC TX S     - 5,120,300.      372,640.      MT  (+/- 180 meters Scaled)
 AB0974
 AB0974                          SUPERSEDED SURVEY CONTROL
 AB0974
 AB0974.No superseded survey control is available for this station.
 AB0974
 AB0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ223593(NAD 83)
 AB0974_MARKER: DZ = AZIMUTH MARK DISK
 AB0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0974_STAMPING: NORIAS 1949
 AB0974_MARK LOGO: CGS   
 AB0974_PROJECTION: PROJECTING 3 CENTIMETERS
 AB0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0974+STABILITY: SURFACE MOTION
 AB0974
 AB0974  HISTORY     - Date     Condition        Report By
 AB0974  HISTORY     - 1949     MONUMENTED       CGS
 AB0974  HISTORY     - 1951     GOOD             NGS
 AB0974  HISTORY     - 1981     GOOD             NGS
 AB0974
 AB0974                          STATION DESCRIPTION
 AB0974
 AB0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0974'2.5 MI S FROM NORIAS.
 AB0974'2.5 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0974'AND MEXICO RAILROAD STATION AT NORIAS, 158 FEET EAST OF AND ACROSS THE
 AB0974'TRACK FROM BENCH MARK Z 652, 87 FEET EAST OF THE CENTER LINE OF THE
 AB0974'HIGHWAY, 176 FEET SOUTH OF POWER POLE 10 P 24, 0.7 FOOT WEST OF A
 AB0974'FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AB0974'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. NOTE-- NOW THE SOUTHERN
 AB0974'PACIFIC LINES.
 AB0974
 AB0974                          STATION RECOVERY (1981)
 AB0974
 AB0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0974'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB0974'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 25.4 KM (15.8 MI) NORTH
 AB0974'ALONG U.S. HIGHWAY 77, 26.5 METERS (87.0 FT) EAST OF THE CENTERLINE OF
 AB0974'THE HIGHWAY, 74.3 METERS (244.0 FT) EAST AND ACROSS THE TRACKS FROM
 AB0974'MILEPOST 65, 48.1 METERS (158.0 FT) EAST OF AND ACROSS THE HIGHWAY
 AB0974'FROM BENCH MARK Z 652, 53.6 METERS (176.0 FT) SOUTH OF POWER POLE
 AB0974'NUMBER 10 P 24, AND 0.15 METERS (0.5 FT) WEST OF A FENCE.
 AB0974'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 AB0974'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1691 ***********************************************************************
 AB1691  DESIGNATION -  NORIAS HOUSE SOUTH GABLE
 AB1691  PID         -  AB1691
 AB1691  STATE/COUNTY-  TX/KENEDY
 AB1691  USGS QUAD   -  NORIAS (1982)
 AB1691
 AB1691                         *CURRENT SURVEY CONTROL
 AB1691  ___________________________________________________________________
 AB1691* NAD 83(1993)-  26 47 09.92807(N)    097 46 32.78638(W)     ADJUSTED  
 AB1691* NAVD 88     -                                                        
 AB1691  ___________________________________________________________________
 AB1691  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AB1691  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AB1691
 AB1691  HORZ ORDER  -  THIRD
 AB1691
 AB1691.The horizontal coordinates were established by classical geodetic methods
 AB1691.and adjusted by the National Geodetic Survey in February 1996..
 AB1691
 AB1691
 AB1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1691
 AB1691.The geoid height was determined by GEOID03.
 AB1691
 AB1691;                    North         East     Units Scale Factor Converg.
 AB1691;SPC TX S     - 5,124,229.483   372,011.017   MT  0.99990179   +0 19 43.7
 AB1691;SPC TX S     -16,811,742.90  1,220,506.14   sFT  0.99990179   +0 19 43.7
 AB1691;UTM  14      - 2,963,329.202   621,696.329   MT  0.99978284   +0 33 06.4
 AB1691
 AB1691                          SUPERSEDED SURVEY CONTROL
 AB1691
 AB1691  NAD 83(1986)-  26 47 09.93941(N)    097 46 32.75532(W) AD(       ) 4
 AB1691  NAD 27      -  26 47 08.73000(N)    097 46 31.77000(W) AD(       ) 3
 AB1691
 AB1691.Superseded values are not recommended for survey control.
 AB1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1691.See file dsdata.txt to determine how the superseded data were derived.
 AB1691
 AB1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2169663329(NAD 83)
 AB1691_MARKER: 81 = GABLE
 AB1691
 AB1691  HISTORY     - Date     Condition        Report By
 AB1691  HISTORY     - 1913     FIRST OBSERVED   CGS
 AB1691
 AB1691                          STATION DESCRIPTION
 AB1691
 AB1691'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1670 ***********************************************************************
 AB1670  DESIGNATION -  NORIAS RANCH SILO
 AB1670  PID         -  AB1670
 AB1670  STATE/COUNTY-  TX/KENEDY
 AB1670  USGS QUAD   -  SALTILLO WELL (1975)
 AB1670
 AB1670                         *CURRENT SURVEY CONTROL
 AB1670  ___________________________________________________________________
 AB1670* NAD 83(1993)-  26 46 15.15582(N)    097 42 04.17437(W)     ADJUSTED  
 AB1670* NAVD 88     -                                                        
 AB1670  ___________________________________________________________________
 AB1670  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AB1670  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AB1670
 AB1670  HORZ ORDER  -  THIRD
 AB1670
 AB1670.The horizontal coordinates were established by classical geodetic methods
 AB1670.and adjusted by the National Geodetic Survey in February 1996..
 AB1670
 AB1670
 AB1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1670
 AB1670.The geoid height was determined by GEOID03.
 AB1670
 AB1670;                    North         East     Units Scale Factor Converg.
 AB1670;SPC TX S     - 5,122,588.682   379,440.633   MT  0.99990281   +0 21 45.6
 AB1670;SPC TX S     -16,806,359.70  1,244,881.48   sFT  0.99990281   +0 21 45.6
 AB1670;UTM  14      - 2,961,717.466   629,131.463   MT  0.99980586   +0 35 06.4
 AB1670
 AB1670                          SUPERSEDED SURVEY CONTROL
 AB1670
 AB1670  NAD 83(1986)-  26 46 15.16984(N)    097 42 04.14009(W) AD(       ) 4
 AB1670  NAD 27      -  26 46 13.94200(N)    097 42 03.21400(W) AD(       ) 3
 AB1670
 AB1670.Superseded values are not recommended for survey control.
 AB1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1670.See file dsdata.txt to determine how the superseded data were derived.
 AB1670
 AB1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2913161717(NAD 83)
 AB1670_MARKER: 64 = SILO
 AB1670
 AB1670  HISTORY     - Date     Condition        Report By
 AB1670  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1670  HISTORY     - 1949     GOOD             CGS
 AB1670
 AB1670                          STATION DESCRIPTION
 AB1670
 AB1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AB1670'THE STATION IS LOCATED ABOUT 5.2 MILES EAST OF NORIAS ON
 AB1670'THE PROPERTY OF THE NORIAS SECTION OF KINGS RANCH.  IT IS
 AB1670'45 FEET SOUTHEAST OF GARAGE AND 30 FEET SOUTHWEST OF A GRAVELED
 AB1670'DRIVE.  IT IS A CYLINDRICAL SHAPED OBJECT MADE OF CONCRETE
 AB1670'WITH AN OVERALL HEIGHT OF 50 FEET.  POINT OBSERVED UPON
 AB1670'WAS THE TOP OF THE SILO.
 AB1670'
 AB1670'TO REACH THE STATION FROM NORIAS, GO THROUGH LOCKED GATE
 AB1670'ON THE EAST SIDE OF U.S. HIGHWAY 77, (KEY MUST BE OBTAINED
 AB1670'FROM MR. EDWARD DURHAM AT THE RANCH HEADQUARTERS) GO EAST-SOUTHEAST
 AB1670'ON HARD SURFACED ROAD FOR 5.05 MILES TO A CATTLE GUARD INTO
 AB1670'LARGE YARD SURROUNDING BUILDINGS AT THE RANCH, CROSS GUARD
 AB1670'AND CONTINUE 0.15 MILE TO FORK, TAKE RIGHT FORK AND GO 0.1
 AB1670'MILE TO LARGE GARAGE AND STATION SOUTHEAST AS DESCRIBED.
 AB1670
 AB1670                          STATION RECOVERY (1949)
 AB1670
 AB1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1670'LOCATED AT NORIAS RANCH HEADQUARTERS APPROXIMATELY 5 MILES ESE
 AB1670'OF NORIAS.
 AB1670'
 AB1670'TO REACH FROM NORIAS, FROM LOCKED GATE ON E SIDE OF HIGHWAY,
 AB1670'GO ESE ON HARD SURFACE ROAD 5.05 MILES TO CATTLE GUARD,
 AB1670'CONTINUE 0.15 MILES TO FORK, TAKE RIGHT FORK 600 FEET TO
 AB1670'SILO.
 AB1670'
 AB1670'THE SILO IS LOCATED AT NORIAS RANCH HEADQUARTERS 100 FEET
 AB1670'S OF THE MAIN RANCH HOUSE AND 25 FEET E OF THE GARAGE.  THE
 AB1670'SILO IS PAINTED WHITE AND IS VERY PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1271 ***********************************************************************
 AB1271  DESIGNATION -  NORIAS RESET
 AB1271  PID         -  AB1271
 AB1271  STATE/COUNTY-  TX/KENEDY
 AB1271  USGS QUAD   -  RUDOLPH (1982)
 AB1271
 AB1271                         *CURRENT SURVEY CONTROL
 AB1271  ___________________________________________________________________
 AB1271* NAD 83(1993)-  26 44 30.46983(N)    097 46 02.40125(W)     ADJUSTED  
 AB1271* NAVD 88     -        11.259  (meters)      36.94   (feet)  ADJUSTED  
 AB1271  ___________________________________________________________________
 AB1271  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AB1271  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AB1271  DYNAMIC HT  -          11.241 (meters)      36.88  (feet)  COMP
 AB1271  MODELED GRAV-     979,064.9   (mgal)                       NAVD 88
 AB1271
 AB1271  HORZ ORDER  -  FIRST
 AB1271  VERT ORDER  -  FIRST     CLASS II
 AB1271
 AB1271.The horizontal coordinates were established by classical geodetic methods
 AB1271.and adjusted by the National Geodetic Survey in February 1996..
 AB1271
 AB1271.The orthometric height was determined by differential leveling
 AB1271.and adjusted by the National Geodetic Survey in June 1991..
 AB1271
 AB1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1271
 AB1271.The geoid height was determined by GEOID03.
 AB1271
 AB1271.The dynamic height is computed by dividing the NAVD 88
 AB1271.geopotential number by the normal gravity value computed on the
 AB1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1271.degrees latitude (g = 980.6199 gals.).
 AB1271
 AB1271.The modeled gravity was interpolated from observed gravity values.
 AB1271
 AB1271;                    North         East     Units Scale Factor Converg.
 AB1271;SPC TX S     - 5,119,327.122   372,878.732   MT  0.99990497   +0 19 57.5
 AB1271;SPC TX S     -16,795,659.07  1,223,352.97   sFT  0.99990497   +0 19 57.5
 AB1271;UTM  14      - 2,958,430.832   622,582.972   MT  0.99978551   +0 33 17.0
 AB1271
 AB1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1271!SPC TX S     -   1.00000201  x   0.99990497  =   0.99990698
 AB1271!UTM  14      -   1.00000201  x   0.99978551  =   0.99978752
 AB1271
 AB1271|---------------------------------------------------------------------|
 AB1271| PID    Reference Object                     Distance      Geod. Az  |
 AB1271|                                                           dddmmss.s |
 AB1271| CV2731 NORIAS RM 5                          37.353 METERS 03908     |
 AB1271| AB1670 NORIAS RANCH SILO                   APPROX. 7.3 KM 0635412.0 |
 AB1271| CV2729 NORIAS RM 2                          23.116 METERS 09546     |
 AB1271| AB0975 NORIAS RM 3                          23.112 METERS 09554     |
 AB1271| CV2730 NORIAS RM 4                          33.485 METERS 12747     |
 AB1271| AB1681 RUDOLPH WATER TANK                  APPROX. 6.1 KM 1813819.1 |
 AB1271| AB1682 SITE 6 AIRWAY BEACON                APPROX. 6.2 KM 1821212.2 |
 AB1271| AB1272 NORIAS RM 6                                        21417     |
 AB1271| CV2728 NORIAS AZ MK 2                                     34618     |
 AB1271| AB0974 NORIAS AZ MK                                       3461819.8 |
 AB1271| AB1691 NORIAS HOUSE SOUTH GABLE            APPROX. 5.0 KM 3501742.9 |
 AB1271| AB1693 BROWNSVILLE FT WORTH AWY BCN 7      APPROX. 5.4 KM 3521423.2 |
 AB1271| AB1692 WINDMILL NNE OF NORIAS HSE          APPROX. 5.7 KM 3522418.5 |
 AB1271| AB0977 NORIAS RM 1                          40.983 METERS 35832     |
 AB1271|---------------------------------------------------------------------|
 AB1271
 AB1271                          SUPERSEDED SURVEY CONTROL
 AB1271
 AB1271  NAD 83(1986)-  26 44 30.48121(N)    097 46 02.36970(W) AD(       ) 1
 AB1271
 AB1271.Superseded values are not recommended for survey control.
 AB1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1271.See file dsdata.txt to determine how the superseded data were derived.
 AB1271
 AB1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2258358431(NAD 83)
 AB1271_MARKER: DS = TRIANGULATION STATION DISK
 AB1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1271_SP_SET: CONCRETE POST
 AB1271_STAMPING: NORIAS 1913 1974
 AB1271_MARK LOGO: NGS   
 AB1271_PROJECTION: PROJECTING 18 CENTIMETERS
 AB1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1271+STABILITY: SURFACE MOTION
 AB1271
 AB1271  HISTORY     - Date     Condition        Report By
 AB1271  HISTORY     - 1974     MONUMENTED       NGS
 AB1271  HISTORY     - 1981     GOOD             NGS
 AB1271
 AB1271                          STATION DESCRIPTION
 AB1271
 AB1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AB1271'THE STATION SUB-SURFACE MARK, REFERENCE MARKS 4 AND 5 AND
 AB1271'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 AB1271'THE STATION SUB-SURFACE MARK POINT WAS HELD AND A NEW SURFACE
 AB1271'MARK WAS ESTABLISHED.  AZIMUTH MARK 1949 WILL BE DESTROYED
 AB1271'BY ROAD CONSTRUCTION IN THE FUTURE.  REFERENCE MARK NO. 6
 AB1271'WAS ESTABLISHED.
 AB1271'
 AB1271'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE CHECKED.
 AB1271'
 AB1271'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AB1271'
 AB1271'THE STATION IS LOCATED ON A LOW SANDY COVERED KNOLL, THAT
 AB1271'IS ABOUT 18 MILES NORTH OF RAYMONDVILLE, 4 MILES NORTH OF
 AB1271'RUDOLPH RAILROAD SIDING, 3 MILES SOUTH OF NORIAS RAILROAD
 AB1271'SIDING AND ABOUT 800 FEET EAST OF U.S. HWY. 77.
 AB1271'
 AB1271'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AB1271'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED
 AB1271'NORIAS 1913 1974.  IT IS 104 FEET NORTHWEST OF THE WEST
 AB1271'ONE OF A DOUBLE SET OF HI-LINE POLES, 94 FEET WEST OF A
 AB1271'TRACK ROAD, 29 FEET WEST OF TANGENT OF DOUBLE SET OF HI-LINE
 AB1271'POLES AND 3.8 FEET NORTHEAST OF A METAL WITNESS POST.
 AB1271'
 AB1271'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF
 AB1271'A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND
 AB1271'IS STAMPED NORIAS NO 4 1931 1961.  IT IS 41 FEET EAST OF
 AB1271'TANGENT OF A DOUBLE SET OF HI-LINE POLES AND 21 FEET WEST
 AB1271'OF A TRACK ROAD.
 AB1271'
 AB1271'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP
 AB1271'OF A SQUARE CONCRETE POST, THAT IS ABOUT 6-INCHES BELOW
 AB1271'THE SURFACE OF THE GROUND AND IS STAMPED NORIAS NO 5 1931
 AB1271'1961.  IT IS IN THE CENTER OF A TRACK ROAD AND 36 FEET EAST
 AB1271'OF TANGENT OF A DOUBLE SET OF HI-LINE POLES.
 AB1271'
 AB1271'REFERENCE MARK NO. 6 IS A STANDARD DISK, SET IN THE TOP OF
 AB1271'A ROUND CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND
 AB1271'IS STAMPED NORIAS 1913 NO 6 1974.  IT IS 72 FEET WEST OF
 AB1271'THE CENTER-LINE OF U.S. HWY. 77, 35 FEET EAST OF THE EAST
 AB1271'RAIL OF RAILROAD TRACKS, 33 FEET SOUTHWEST OF A WARNING
 AB1271'SIGN POST FOR BURIED TELEPHONE CABLE LINE AND 2.6 FEET SOUTH
 AB1271'OF A METAL WITNESS POST.
 AB1271'
 AB1271'TO REACH THE STATION FROM THE NORIAS RAILROAD SIDING, GO
 AB1271'SOUTH ON U.S. HWY. 77 FOR 3.1 MILES TO KNOLL ON THE LEFT,
 AB1271'EAST OF HIGHWAY AND STATION.  CONTINUE SOUTH ON U.S. HWY.
 AB1271'77 FOR 0.2 MILE TO REFERENCE MARK NO. 6 ON THE RIGHT.
 AB1271'
 AB1271'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--RAYMONDVILLE
 AB1271'18 MILES NORTH
 AB1271
 AB1271                          STATION RECOVERY (1981)
 AB1271
 AB1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1271'29.9 KM (18.6 MI) NORTH FROM RAYMONDVILLE.
 AB1271'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1271'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 24.5 KM (15.2 MI) NORTH
 AB1271'ALONG U.S. HIGHWAY 77, THENCE 0.3 KM (0.2 MI) EAST ACROSS COUNTRY TO A
 AB1271'HIGH TENSION POWERLINE, 31.6 METERS (104.0 FT) NORTHWEST OF THE WEST
 AB1271'ONE OF A DOUBLE SET OF HIGH LINE POLES, 28.6 METERS (94.0 FT) WEST OF
 AB1271'A TRACK ROAD, AND 8.8 METERS (29.0 FT) WEST OF THE CENTER OF A DOUBLE
 AB1271'SET OF HIGH LINE WIRES.
 AB1271'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 AB1271'THE MARK IS 0.6 M ABOVE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0977 ***********************************************************************
 AB0977  DESIGNATION -  NORIAS RM 1
 AB0977  PID         -  AB0977
 AB0977  STATE/COUNTY-  TX/KENEDY
 AB0977  USGS QUAD   -  RUDOLPH (1982)
 AB0977
 AB0977                         *CURRENT SURVEY CONTROL
 AB0977  ___________________________________________________________________
 AB0977* NAD 83(1986)-  26 44 30.     (N)    097 46 02.     (W)     SCALED    
 AB0977* NAVD 88     -         9.860  (meters)      32.35   (feet)  ADJUSTED  
 AB0977  ___________________________________________________________________
 AB0977  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AB0977  DYNAMIC HT  -           9.845 (meters)      32.30  (feet)  COMP
 AB0977  MODELED GRAV-     979,065.3   (mgal)                       NAVD 88
 AB0977
 AB0977  VERT ORDER  -  FIRST     CLASS II
 AB0977
 AB0977.The horizontal coordinates were scaled from a topographic map and have
 AB0977.an estimated accuracy of +/- 6 seconds.
 AB0977
 AB0977.The orthometric height was determined by differential leveling
 AB0977.and adjusted by the National Geodetic Survey in June 1991..
 AB0977
 AB0977.The geoid height was determined by GEOID03.
 AB0977
 AB0977.The dynamic height is computed by dividing the NAVD 88
 AB0977.geopotential number by the normal gravity value computed on the
 AB0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0977.degrees latitude (g = 980.6199 gals.).
 AB0977
 AB0977.The modeled gravity was interpolated from observed gravity values.
 AB0977
 AB0977;                    North         East    Units  Estimated Accuracy
 AB0977;SPC TX S     - 5,119,310.      372,890.      MT  (+/- 180 meters Scaled)
 AB0977
 AB0977                          SUPERSEDED SURVEY CONTROL
 AB0977
 AB0977  NGVD 29 (??/??/92)    9.943  (m)           32.62   (f) ADJ UNCH    1 2
 AB0977
 AB0977.Superseded values are not recommended for survey control.
 AB0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0977.See file dsdata.txt to determine how the superseded data were derived.
 AB0977
 AB0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ225584(NAD 83)
 AB0977_MARKER: DR = REFERENCE MARK DISK
 AB0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0977_STAMPING: NORIAS NO 1 1913 1931
 AB0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0977+STABILITY: SURFACE MOTION
 AB0977
 AB0977  HISTORY     - Date     Condition        Report By
 AB0977  HISTORY     - 1931     MONUMENTED       CGS
 AB0977  HISTORY     - 1951     GOOD             NGS
 AB0977
 AB0977                          STATION DESCRIPTION
 AB0977
 AB0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0977'3.2 MI S FROM NORIAS.
 AB0977'3.2 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS BROWNSVILLE
 AB0977'AND MEXICO RAILROAD STATION AT NORIAS, 700 FEET EAST OF A FENCE, 134.4
 AB0977'FEET NORTH OF TRIANGULATION STATION NORIAS 1913, 69 FEET WEST OF THE
 AB0977'CENTER LINE OF A TRACK ROAD WHICH RUNS ALONG A POWER LINE, SET IN THE
 AB0977'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- NOW THE
 AB0977'SOUTHERN PACIFIC LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0975 ***********************************************************************
 AB0975  DESIGNATION -  NORIAS RM 3
 AB0975  PID         -  AB0975
 AB0975  STATE/COUNTY-  TX/KENEDY
 AB0975  USGS QUAD   -  RUDOLPH (1982)
 AB0975
 AB0975                         *CURRENT SURVEY CONTROL
 AB0975  ___________________________________________________________________
 AB0975* NAD 83(1986)-  26 44 30.     (N)    097 46 02.     (W)     SCALED    
 AB0975* NAVD 88     -        10.850  (meters)      35.60   (feet)  ADJUSTED  
 AB0975  ___________________________________________________________________
 AB0975  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AB0975  DYNAMIC HT  -          10.833 (meters)      35.54  (feet)  COMP
 AB0975  MODELED GRAV-     979,065.3   (mgal)                       NAVD 88
 AB0975
 AB0975  VERT ORDER  -  FIRST     CLASS II
 AB0975
 AB0975.The horizontal coordinates were scaled from a topographic map and have
 AB0975.an estimated accuracy of +/- 6 seconds.
 AB0975
 AB0975.The orthometric height was determined by differential leveling
 AB0975.and adjusted by the National Geodetic Survey in June 1991..
 AB0975
 AB0975.The geoid height was determined by GEOID03.
 AB0975
 AB0975.The dynamic height is computed by dividing the NAVD 88
 AB0975.geopotential number by the normal gravity value computed on the
 AB0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0975.degrees latitude (g = 980.6199 gals.).
 AB0975
 AB0975.The modeled gravity was interpolated from observed gravity values.
 AB0975
 AB0975;                    North         East    Units  Estimated Accuracy
 AB0975;SPC TX S     - 5,119,310.      372,890.      MT  (+/- 180 meters Scaled)
 AB0975
 AB0975                          SUPERSEDED SURVEY CONTROL
 AB0975
 AB0975  NGVD 29 (??/??/92)   10.933  (m)           35.87   (f) ADJ UNCH    1 2
 AB0975
 AB0975.Superseded values are not recommended for survey control.
 AB0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0975.See file dsdata.txt to determine how the superseded data were derived.
 AB0975
 AB0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ225584(NAD 83)
 AB0975_MARKER: DR = REFERENCE MARK DISK
 AB0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0975_STAMPING: NORIAS NO 3 1949
 AB0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0975+STABILITY: SURFACE MOTION
 AB0975
 AB0975  HISTORY     - Date     Condition        Report By
 AB0975  HISTORY     - 1949     MONUMENTED       CGS
 AB0975  HISTORY     - 1951     GOOD             NGS
 AB0975
 AB0975                          STATION DESCRIPTION
 AB0975
 AB0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0975'3.2 MI S FROM NORIAS.
 AB0975'3.2 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0975'AND MEXICO RAILROAD STATION AT NORIAS, 700 FEET EAST OF A FENCE, 75.8
 AB0975'FEET EAST OF TRIANGULATION STATION NORIAS 1913, 22 FEET WEST OF THE
 AB0975'CENTER LINE OF A TRACK ROAD WHICH RUNS ALONG A POWER LINE, 60 FEET
 AB0975'NORTH OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 AB0975'FLUSH WITH THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1272 ***********************************************************************
 AB1272  DESIGNATION -  NORIAS RM 6
 AB1272  PID         -  AB1272
 AB1272  STATE/COUNTY-  TX/KENEDY
 AB1272  USGS QUAD   -  RUDOLPH (1982)
 AB1272
 AB1272                         *CURRENT SURVEY CONTROL
 AB1272  ___________________________________________________________________
 AB1272* NAD 83(1986)-  26 44 20.     (N)    097 46 11.     (W)     SCALED    
 AB1272* NAVD 88     -         6.611  (meters)      21.69   (feet)  ADJUSTED  
 AB1272  ___________________________________________________________________
 AB1272  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AB1272  DYNAMIC HT  -           6.601 (meters)      21.66  (feet)  COMP
 AB1272  MODELED GRAV-     979,065.0   (mgal)                       NAVD 88
 AB1272
 AB1272  VERT ORDER  -  FIRST     CLASS II
 AB1272
 AB1272.The horizontal coordinates were scaled from a topographic map and have
 AB1272.an estimated accuracy of +/- 6 seconds.
 AB1272
 AB1272.The orthometric height was determined by differential leveling
 AB1272.and adjusted by the National Geodetic Survey in June 1991..
 AB1272
 AB1272.The geoid height was determined by GEOID03.
 AB1272
 AB1272.The dynamic height is computed by dividing the NAVD 88
 AB1272.geopotential number by the normal gravity value computed on the
 AB1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1272.degrees latitude (g = 980.6199 gals.).
 AB1272
 AB1272.The modeled gravity was interpolated from observed gravity values.
 AB1272
 AB1272;                    North         East    Units  Estimated Accuracy
 AB1272;SPC TX S     - 5,119,000.      372,640.      MT  (+/- 180 meters Scaled)
 AB1272
 AB1272                          SUPERSEDED SURVEY CONTROL
 AB1272
 AB1272.No superseded survey control is available for this station.
 AB1272
 AB1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ223581(NAD 83)
 AB1272_MARKER: DR = REFERENCE MARK DISK
 AB1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1272_SP_SET: CONCRETE POST
 AB1272_STAMPING: NORIAS 1913 NO 6 1974
 AB1272_MARK LOGO: NGS   
 AB1272_PROJECTION: PROJECTING 12 CENTIMETERS
 AB1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1272+STABILITY: SURFACE MOTION
 AB1272
 AB1272  HISTORY     - Date     Condition        Report By
 AB1272  HISTORY     - 1974     MONUMENTED       NGS
 AB1272  HISTORY     - 1981     GOOD             NGS
 AB1272
 AB1272                          STATION DESCRIPTION
 AB1272
 AB1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1272'29.2 KM (18.15 MI) NORT FROM RAYMONDVILLE.
 AB1272'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1272'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 24.0 KM (14.95 MI) NORTH
 AB1272'ALONG U.S. HIGHWAY 77, 21.9 METERS (72.0 FT) WEST OF THE CENTERLINE OF
 AB1272'THE HIGHWAY, 10.6 METERS (35.0 FT) EAST OF THE EAST RAIL OF THE
 AB1272'MISSOURI PACIFIC RAILROAD, AND 10.0 METERS (33.0 FT) SOUTHWEST OF A
 AB1272'WARNING SIGN POST FOR BURIED TELEPHONE CABLE LINE POLE NUMBER 329.
 AB1272'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 AB1272'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1932 ***********************************************************************
 AN1932  DESIGNATION -  NORM
 AN1932  PID         -  AN1932
 AN1932  STATE/COUNTY-  TX/BEE
 AN1932  USGS QUAD   -  TULETA (1987)
 AN1932
 AN1932                         *CURRENT SURVEY CONTROL
 AN1932  ___________________________________________________________________
 AN1932* NAD 83(1993)-  28 31 59.59185(N)    097 46 24.60782(W)     ADJUSTED  
 AN1932* NAVD 88     -        97.773  (meters)     320.78   (feet)  ADJUSTED  
 AN1932  ___________________________________________________________________
 AN1932  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AN1932  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN1932  DYNAMIC HT  -          97.628 (meters)     320.30  (feet)  COMP
 AN1932  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AN1932
 AN1932  HORZ ORDER  -  THIRD
 AN1932  VERT ORDER  -  FIRST     CLASS II
 AN1932
 AN1932.The horizontal coordinates were established by classical geodetic methods
 AN1932.and adjusted by the National Geodetic Survey in February 1996..
 AN1932
 AN1932.The orthometric height was determined by differential leveling
 AN1932.and adjusted by the National Geodetic Survey in June 1991..
 AN1932
 AN1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1932
 AN1932.The geoid height was determined by GEOID03.
 AN1932
 AN1932.The dynamic height is computed by dividing the NAVD 88
 AN1932.geopotential number by the normal gravity value computed on the
 AN1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1932.degrees latitude (g = 980.6199 gals.).
 AN1932
 AN1932.The modeled gravity was interpolated from observed gravity values.
 AN1932
 AN1932;                    North         East     Units Scale Factor Converg.
 AN1932;SPC TXSC     - 4,078,197.948   720,034.597   MT  0.99996035   +0 36 03.2
 AN1932;SPC TXSC     -13,379,887.77  2,362,313.51   sFT  0.99996035   +0 36 03.2
 AN1932;UTM  14      - 3,156,885.741   619,998.559   MT  0.99977771   +0 35 09.3
 AN1932
 AN1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1932!SPC TXSC     -   0.99998885  x   0.99996035  =   0.99994920
 AN1932!UTM  14      -   0.99998885  x   0.99977771  =   0.99976657
 AN1932
 AN1932|---------------------------------------------------------------------|
 AN1932| PID    Reference Object                     Distance      Geod. Az  |
 AN1932|                                                           dddmmss.s |
 AN1932| AN1933 NORM RM 1                            23.438 METERS 03518     |
 AN1932| CV4941 NORM AZ MK                                         0971643.3 |
 AN1932| AN1934 NORM AZ MK 2                                       09722     |
 AN1932| AN1931 NORM RM 2                            18.845 METERS 26819     |
 AN1932|---------------------------------------------------------------------|
 AN1932
 AN1932                          SUPERSEDED SURVEY CONTROL
 AN1932
 AN1932  NAD 83(1986)-  28 31 59.59807(N)    097 46 24.58974(W) AD(       ) 3
 AN1932  NAD 27      -  28 31 58.62100(N)    097 46 23.59700(W) AD(       ) 3
 AN1932
 AN1932.Superseded values are not recommended for survey control.
 AN1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1932.See file dsdata.txt to determine how the superseded data were derived.
 AN1932
 AN1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1999956886(NAD 83)
 AN1932_MARKER: DS = TRIANGULATION STATION DISK
 AN1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1932_SP_SET: CONCRETE POST
 AN1932_STAMPING: NORM 1952
 AN1932_MARK LOGO: CGS   
 AN1932_PROJECTION: RECESSED 45 CENTIMETERS
 AN1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1932+STABILITY: SURFACE MOTION
 AN1932
 AN1932  HISTORY     - Date     Condition        Report By
 AN1932  HISTORY     - 1952     MONUMENTED       CGS
 AN1932  HISTORY     - 1963     GOOD             CGS
 AN1932  HISTORY     - 1963     GOOD             CGS
 AN1932  HISTORY     - 1981     GOOD             NGS
 AN1932
 AN1932                          STATION DESCRIPTION
 AN1932
 AN1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN1932'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF BEEVILLE, 0.6
 AN1932'MILE EAST OF NORMANNA, ON THE SUMMIT OF A SLIGHT RISE, ABOUT
 AN1932'40 YARDS SOUTHWEST OF A RANCH HOUSE AND ABOUT 40 YARDS EAST
 AN1932'OF WHERE A POWER LINE CROSSES THE ROAD.
 AN1932'
 AN1932'TO REACH THE STATION FROM THE RAILROAD STATION AT NORMANNA,
 AN1932'GO SOUTH ON U.S. HIGHWAY 181 FOR 0.1 MILE, TURN LEFT, EAST
 AN1932'ACROSS RAILROAD TRACKS AND FOLLOW PAVED ROAD 0.6 MILE TO TOP
 AN1932'OF SMALL GRADE AND STATION ON RIGHT AS DESCRIBED BELOW.
 AN1932'
 AN1932'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AN1932'POST SET 6 INCHES BELOW THE SURFACE.  IT IS 30 FEET SOUTH
 AN1932'OF THE CENTER LINE OF AN EAST-WEST PAVED ROAD, 13.5 FEET
 AN1932'NORTHEAST OF A WITNESS POST AND 10 FEET NORTH OF AN EAST-WEST
 AN1932'FENCE LINE.  IT IS STAMPED NORM 1952.
 AN1932'
 AN1932'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AN1932'POST PROJECTING 5 INCHES.  IT IS 57 FEET WEST OF A POWER LINE
 AN1932'POLE, 35 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST PAVED
 AN1932'ROAD, 30 FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF A
 AN1932'FENCE LINE.  IT IS STAMPED NORM NO 1 1952.
 AN1932'
 AN1932'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AN1932'CONCRETE POST PROJECTING 5 INCHES.  IT IS 40 FEET SOUTH OF THE
 AN1932'CENTER LINE OF AN EAST-WEST PAVED ROAD IN AN EAST-WEST FENCE
 AN1932'LINE.  IT IS STAMPED NORM NO 2 1952.
 AN1932'
 AN1932'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AN1932'POST PROJECTING 3 INCHES.  IT IS 37 FEET SOUTH OF THE CENTER
 AN1932'LINE OF AN EAST-WEST PAVED ROAD, 31 FEET EAST OF THE CENTER
 AN1932'LINE OF A FARM LANE, 5 FEET NORTH OF A FENCE LINE AND 2 FEET
 AN1932'NORTH OF A WITNESS POST.  IT IS STAMPED NORM 1952.
 AN1932'
 AN1932'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PAVED
 AN1932'ROAD 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED ABOVE.
 AN1932'
 AN1932'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AN1932
 AN1932                          STATION RECOVERY (1963)
 AN1932
 AN1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN1932'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BUT
 AN1932'12 IN. BELOW SURFACE.  REFERENCE MARK NO. 1 AND NO. 2 WERE
 AN1932'IN GOOD CONDITION.
 AN1932'
 AN1932'DIRECTIONS FOR PRECEEDING TO STATION SITE ARE CORRECT.
 AN1932
 AN1932                          STATION RECOVERY (1963)
 AN1932
 AN1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AN1932'THE STATION MARK, REFERENCE MARKS NUMBERS 1 AND 2 WERE RECOVERED
 AN1932'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 AN1932'FOUND TO BE DESTROYED.  A NEW AZIMUTH MARK WAS SET.
 AN1932'
 AN1932'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 AN1932'9 MILES NORTH OF BEEVILLE, 0.5 MILE EAST OF THE VILLAGE OF
 AN1932'NORMANNA AND 0.1 MILE NORTHEAST OF A GAS REFINING STATION,
 AN1932'ON THE ROAD RIGHT-OF-WAY OF AN EAST-WEST BLACK-TOP ROAD.
 AN1932'
 AN1932'TO REACH THE STATION FROM THE SMITH 1909 CONCRETE BUILDING
 AN1932'IN THE VILLAGE OF NORMANNA, GO SOUTH ON U.S. HIGHWAY 181 FOR
 AN1932'0.1 MILE, TURN LEFT, CROSS RAILROAD TRACKS AND FOLLOW A
 AN1932'BLACK-TOP ROAD, EASTERLY, FOR 0.65 MILE TO THE STATION.  CONTINUE
 AN1932'ON THE BLACK-TOP ROAD 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AN1932'
 AN1932'STATION MARK, A STANDARD DISK STAMPED NORM 1952, SET IN A
 AN1932'12 IN X 12 IN CONCRETE POST WHICH IS 6 INCHES BELOW THE SURFACE OF
 AN1932'THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTER LINE OF THE
 AN1932'BLACK-TOP ROAD, 13.5 FEET NORTHEAST OF A 4 IN X 4 IN WOODEN
 AN1932'WITNESS POST, AND 10 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 AN1932'THE UNDERGROUND STATION MARK WAS NOT INSPECTED.
 AN1932'
 AN1932'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NORM NO 1 1952,
 AN1932'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4
 AN1932'INCHES.  IT IS 57 FEET WEST OF A POWER LINE POLE, 35 FEET
 AN1932'NORTH OF THE CENTER LINE OF BLACK TOP ROAD, 30 FEET WEST OF
 AN1932'A FENCE CORNER AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 AN1932'FENCE.
 AN1932'
 AN1932'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NORM NO 2 1952,
 AN1932'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2
 AN1932'INCHES.  IT IS 40 FEET SOUTH OF THE CENTER LINE OF THE BLACK-TOP
 AN1932'ROAD, AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 AN1932'
 AN1932'AZIMUTH MARK, A STANDARD DISK STAMPED NORM 1952 RESET 1963,
 AN1932'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 8
 AN1932'INCHES.  IT IS 38 FEET SOUTH OF THE CENTER LINE OF BLACK
 AN1932'TOP ROAD, 27 FEET EAST OF THE CENTER OF A FARM LANE, 3 FEET
 AN1932'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF
 AN1932'A 4 IN X 4 IN WOODEN WITNESS POST.
 AN1932
 AN1932                          STATION RECOVERY (1981)
 AN1932
 AN1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1932'11.3 KM (7.0 MI) SSE FROM PETTUS.
 AN1932'10.3 KM (6.3 MI) SOUTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1932'FARM ROAD 623 IN PETTUS, THENCE 1.0 KM (0.6 MI) EAST-NORTHEAST ALONG
 AN1932'COLONY ROAD, 1.0 KM (0.6 MI) EAST OF THE TOWN OF NORMANNA, AT A
 AN1932'TURNOUT LEADING SOUTHEAST TO TWO STEEL STORAGE TANKS, 9.1 METERS
 AN1932'(30.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 23.3 METERS (76.8 FT)
 AN1932'SOUTHWEST OF NORM RM 1, 18.8 METERS (61.8 FT) EAST OF NORM RM 2,
 AN1932'3.0 METERS (10.0 FT) NORTH OF A CORNER FENCE POST.
 AN1932'THE MARK IS 3.0 METERS  N FROM A WITNESS POST.
 AN1932'THE MARK IS ABOVE LEVEL WITH BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1934 ***********************************************************************
 AN1934  DESIGNATION -  NORM AZ MK 2
 AN1934  PID         -  AN1934
 AN1934  STATE/COUNTY-  TX/BEE
 AN1934  USGS QUAD   -  TULETA (1987)
 AN1934
 AN1934                         *CURRENT SURVEY CONTROL
 AN1934  ___________________________________________________________________
 AN1934* NAD 83(1986)-  28 31 57.     (N)    097 46 09.     (W)     SCALED    
 AN1934* NAVD 88     -        98.149  (meters)     322.01   (feet)  ADJUSTED  
 AN1934  ___________________________________________________________________
 AN1934  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN1934  DYNAMIC HT  -          98.003 (meters)     321.53  (feet)  COMP
 AN1934  MODELED GRAV-     979,157.9   (mgal)                       NAVD 88
 AN1934
 AN1934  VERT ORDER  -  FIRST     CLASS II
 AN1934
 AN1934.The horizontal coordinates were scaled from a topographic map and have
 AN1934.an estimated accuracy of +/- 6 seconds.
 AN1934
 AN1934.The orthometric height was determined by differential leveling
 AN1934.and adjusted by the National Geodetic Survey in June 1991..
 AN1934
 AN1934.The geoid height was determined by GEOID03.
 AN1934
 AN1934.The dynamic height is computed by dividing the NAVD 88
 AN1934.geopotential number by the normal gravity value computed on the
 AN1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1934.degrees latitude (g = 980.6199 gals.).
 AN1934
 AN1934.The modeled gravity was interpolated from observed gravity values.
 AN1934
 AN1934;                    North         East    Units  Estimated Accuracy
 AN1934;SPC TXSC     - 4,078,120.      720,460.      MT  (+/- 180 meters Scaled)
 AN1934
 AN1934                          SUPERSEDED SURVEY CONTROL
 AN1934
 AN1934.No superseded survey control is available for this station.
 AN1934
 AN1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS204568(NAD 83)
 AN1934_MARKER: DZ = AZIMUTH MARK DISK
 AN1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1934_SP_SET: CONCRETE POST
 AN1934_STAMPING: NORM 1952 RESET 1963
 AN1934_MARK LOGO: CGS   
 AN1934_PROJECTION: FLUSH
 AN1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1934+STABILITY: SURFACE MOTION
 AN1934
 AN1934  HISTORY     - Date     Condition        Report By
 AN1934  HISTORY     - 1963     MONUMENTED       CGS
 AN1934  HISTORY     - 1981     GOOD             NGS
 AN1934
 AN1934                          STATION DESCRIPTION
 AN1934
 AN1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1934'11.8 KM (7.3 MI) SSE FROM PETTUS.
 AN1934'10.3 KM (6.4 MI) SOUTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1934'FARM ROAD 623 IN PETTUS, THENCE 1.5 KM (0.9 MI) EAST-NORTHEAST ALONG
 AN1934'COLONY ROAD, 1.5 KM (0.9 MI) EAST OF THE TOWN OF NORMANNA, AT A FARM
 AN1934'LANE LEADING SOUTH ACROSS A CATTLE GUARD, 11.7 METERS (38.5 FT) SOUTH
 AN1934'OF THE CENTER OF THE ROAD, 4.2 METERS (14.0 FT) EAST OF THE CENTER OF
 AN1934'THE CATTLE GUARD, 0.9 METER (3.0 FT) NORTH OF A FENCE.
 AN1934'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 AN1934'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1933 ***********************************************************************
 AN1933  DESIGNATION -  NORM RM 1
 AN1933  PID         -  AN1933
 AN1933  STATE/COUNTY-  TX/BEE
 AN1933  USGS QUAD   -  TULETA (1987)
 AN1933
 AN1933                         *CURRENT SURVEY CONTROL
 AN1933  ___________________________________________________________________
 AN1933* NAD 83(1986)-  28 31 59.     (N)    097 46 25.     (W)     SCALED    
 AN1933* NAVD 88     -        98.760  (meters)     324.02   (feet)  ADJUSTED  
 AN1933  ___________________________________________________________________
 AN1933  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN1933  DYNAMIC HT  -          98.614 (meters)     323.54  (feet)  COMP
 AN1933  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AN1933
 AN1933  VERT ORDER  -  FIRST     CLASS II
 AN1933
 AN1933.The horizontal coordinates were scaled from a topographic map and have
 AN1933.an estimated accuracy of +/- 6 seconds.
 AN1933
 AN1933.The orthometric height was determined by differential leveling
 AN1933.and adjusted by the National Geodetic Survey in June 1991..
 AN1933
 AN1933.The geoid height was determined by GEOID03.
 AN1933
 AN1933.The dynamic height is computed by dividing the NAVD 88
 AN1933.geopotential number by the normal gravity value computed on the
 AN1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1933.degrees latitude (g = 980.6199 gals.).
 AN1933
 AN1933.The modeled gravity was interpolated from observed gravity values.
 AN1933
 AN1933;                    North         East    Units  Estimated Accuracy
 AN1933;SPC TXSC     - 4,078,180.      720,020.      MT  (+/- 180 meters Scaled)
 AN1933
 AN1933                          SUPERSEDED SURVEY CONTROL
 AN1933
 AN1933.No superseded survey control is available for this station.
 AN1933
 AN1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS199568(NAD 83)
 AN1933_MARKER: DR = REFERENCE MARK DISK
 AN1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1933_SP_SET: CONCRETE POST
 AN1933_STAMPING: NORM NO 1 1952
 AN1933_MARK LOGO: CGS   
 AN1933_PROJECTION: FLUSH
 AN1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1933+STABILITY: SURFACE MOTION
 AN1933
 AN1933  HISTORY     - Date     Condition        Report By
 AN1933  HISTORY     - 1952     MONUMENTED       CGS
 AN1933  HISTORY     - 1981     GOOD             NGS
 AN1933
 AN1933                          STATION DESCRIPTION
 AN1933
 AN1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1933'11.3 KM (7.0 MI) SSE FROM PETTUS.
 AN1933'10.3 KM (6.4 MI) SOUTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1933'FARM ROAD 623 IN PETTUS, THENCE 1.0 KM (0.6 MI) EAST-NORTHEAST ALONG
 AN1933'COLONY ROAD, 1.0 KM (0.6 MI) EAST OF THE TOWN OF NORMANNA, AT A
 AN1933'TURNOUT LEADING SOUTHEAST TO TWO STEEL STORAGE TANKS, 10.6 METERS
 AN1933'(35.0 FT) NORTH OF THE CENTER OF THE ROAD, 23.4 METERS (76.8 FT)
 AN1933'NORTHEAST OF TRIANGULATION STATION NORM, 37.8 METERS (124 FT)
 AN1933'EAST-NORTHEAST OF NORM RM 2, 17.3 METERS (57.0 FT) WEST OF A POWERLINE
 AN1933'POLE AND A TELEPHONE JUNCTION BOX, 0.75 METER (2.5 FT) SOUTH OF A WIRE
 AN1933'FENCE.
 AN1933'THE MARK IS 26.5 METERS  NE FROM A WITNESS POST.
 AN1933'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1931 ***********************************************************************
 AN1931  DESIGNATION -  NORM RM 2
 AN1931  PID         -  AN1931
 AN1931  STATE/COUNTY-  TX/BEE
 AN1931  USGS QUAD   -  TULETA (1987)
 AN1931
 AN1931                         *CURRENT SURVEY CONTROL
 AN1931  ___________________________________________________________________
 AN1931* NAD 83(1986)-  28 31 59.     (N)    097 46 25.     (W)     SCALED    
 AN1931* NAVD 88     -        98.190  (meters)     322.14   (feet)  ADJUSTED  
 AN1931  ___________________________________________________________________
 AN1931  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN1931  DYNAMIC HT  -          98.044 (meters)     321.67  (feet)  COMP
 AN1931  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AN1931
 AN1931  VERT ORDER  -  FIRST     CLASS II
 AN1931
 AN1931.The horizontal coordinates were scaled from a topographic map and have
 AN1931.an estimated accuracy of +/- 6 seconds.
 AN1931
 AN1931.The orthometric height was determined by differential leveling
 AN1931.and adjusted by the National Geodetic Survey in June 1991..
 AN1931
 AN1931.The geoid height was determined by GEOID03.
 AN1931
 AN1931.The dynamic height is computed by dividing the NAVD 88
 AN1931.geopotential number by the normal gravity value computed on the
 AN1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1931.degrees latitude (g = 980.6199 gals.).
 AN1931
 AN1931.The modeled gravity was interpolated from observed gravity values.
 AN1931
 AN1931;                    North         East    Units  Estimated Accuracy
 AN1931;SPC TXSC     - 4,078,180.      720,020.      MT  (+/- 180 meters Scaled)
 AN1931
 AN1931                          SUPERSEDED SURVEY CONTROL
 AN1931
 AN1931.No superseded survey control is available for this station.
 AN1931
 AN1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS199568(NAD 83)
 AN1931_MARKER: DR = REFERENCE MARK DISK
 AN1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1931_SP_SET: CONCRETE POST
 AN1931_STAMPING: NORM NO 2 1952
 AN1931_MARK LOGO: CGS   
 AN1931_PROJECTION: PROJECTING 10 CENTIMETERS
 AN1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1931+STABILITY: SURFACE MOTION
 AN1931
 AN1931  HISTORY     - Date     Condition        Report By
 AN1931  HISTORY     - 1952     MONUMENTED       CGS
 AN1931  HISTORY     - 1981     GOOD             NGS
 AN1931
 AN1931                          STATION DESCRIPTION
 AN1931
 AN1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1931'11.3 KM (7.0 MI) SSE FROM PETTUS.
 AN1931'10.3 KM (6.4 MI) SOUTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1931'FARM ROAD 623 IN PETTUS, THENCE 1.0 KM (0.6 MI) EAST-NORTHEAST ALONG
 AN1931'COLONY ROAD, 1.0 KM (0.6 MI) EAST OF THE TOWN OF NORMANNA, AT A
 AN1931'TURNOUT LEADING SOUTHEAST TO TWO STEEL STORAGE TANKS, 12.1 METERS
 AN1931'(40.0 FT) SOUTH OF THE CENTER OF THE ROAD, 18.8 METERS (61.8 FT) WEST
 AN1931'OF TRIANGULATION STATION NORM, 0.3 METER (1.0 FT) NORTH OF THE
 AN1931'RIGHT-OF-WAY FENCE, 37.8 METERS (124 FT) WEST-SOUTHWEST OF NORM RM 1.
 AN1931'THE MARK IS 17.8 METERS  W FROM A WITNESS POST.
 AN1931'THE MARK IS 0.6 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1391 ***********************************************************************
 BZ1391  DESIGNATION -  NORMANGEE
 BZ1391  PID         -  BZ1391
 BZ1391  STATE/COUNTY-  TX/LEON
 BZ1391  USGS QUAD   -  NORMANGEE (1982)
 BZ1391
 BZ1391                         *CURRENT SURVEY CONTROL
 BZ1391  ___________________________________________________________________
 BZ1391* NAD 83(1993)-  31 03 51.87199(N)    096 07 04.60252(W)     ADJUSTED  
 BZ1391* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 BZ1391  ___________________________________________________________________
 BZ1391  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 BZ1391  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BZ1391
 BZ1391  HORZ ORDER  -  FIRST
 BZ1391
 BZ1391.The horizontal coordinates were established by classical geodetic methods
 BZ1391.and adjusted by the National Geodetic Survey in February 1996..
 BZ1391
 BZ1391.The orthometric height was scaled from a topographic map.
 BZ1391
 BZ1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1391
 BZ1391.The geoid height was determined by GEOID03.
 BZ1391
 BZ1391;                    North         East     Units Scale Factor Converg.
 BZ1391;SPC TX C     - 3,162,567.676 1,102,173.094   MT  0.99988235   +2 10 16.2
 BZ1391;SPC TX C     -10,375,857.45  3,616,046.23   sFT  0.99988235   +2 10 16.2
 BZ1391;UTM  14      - 3,440,310.962   775,007.935   MT  1.00053300   +1 29 17.1
 BZ1391
 BZ1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1391!SPC TX C     -   0.99998231  x   0.99988235  =   0.99986466
 BZ1391!UTM  14      -   0.99998231  x   1.00053300  =   1.00051530
 BZ1391
 BZ1391|---------------------------------------------------------------------|
 BZ1391| PID    Reference Object                     Distance      Geod. Az  |
 BZ1391|                                                           dddmmss.s |
 BZ1391| CV8943 NORMANGEE RM 1                       60.707 METERS 07307     |
 BZ1391| CV8942 NORMANGEE AZ MK 2                                  1575132.1 |
 BZ1391| CV8941 NORMANGEE AZ MK                                    1575455.8 |
 BZ1391| BZ1392 NORMANGEE MUNICIPAL TANK            APPROX. 3.8 KM 1765347.3 |
 BZ1391| CV8944 NORMANGEE RM 2                       62.103 METERS 34400     |
 BZ1391|---------------------------------------------------------------------|
 BZ1391
 BZ1391                          SUPERSEDED SURVEY CONTROL
 BZ1391
 BZ1391  NAD 83(1986)-  31 03 51.88594(N)    096 07 04.58230(W) AD(       ) 1
 BZ1391  NAD 27      -  31 03 51.21900(N)    096 07 03.72700(W) AD(       ) 1
 BZ1391
 BZ1391.Superseded values are not recommended for survey control.
 BZ1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1391.See file dsdata.txt to determine how the superseded data were derived.
 BZ1391
 BZ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV7500840311(NAD 83)
 BZ1391_MARKER: DS = TRIANGULATION STATION DISK
 BZ1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1391+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 BZ1391
 BZ1391  HISTORY     - Date     Condition        Report By
 BZ1391  HISTORY     - 1935     MONUMENTED       CGS
 BZ1391  HISTORY     - 1937     GOOD             TXHD
 BZ1391  HISTORY     - 1943     GOOD             CGS
 BZ1391  HISTORY     - 20060419 GOOD             JAC
 BZ1391
 BZ1391                          STATION DESCRIPTION
 BZ1391
 BZ1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BZ1391'THIS STATION IS ABOUT 2 MILES N OF NORMANGEE AND 16 MILES NW
 BZ1391'OF MADISONVILLE, ON LAND FORMERLY OWNED BY THE HOUSTON AND TEXAS
 BZ1391'CENTRAL RAILROAD.  MARK IS SET ON THE TOP OF THE W BANK OF
 BZ1391'OLD RAILROAD GRADE, 0.15 MILE N OF CROSS ROAD.  25 FEET E
 BZ1391'OF FENCE LINE, 37 FEET W OF THE E EDGE OF THE BANK, 95 FEET
 BZ1391'W OF THE ROAD IN THE RAILROAD CUT.  MARK IS FLUSH.
 BZ1391'
 BZ1391'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1391'DISKS SET IN CONCRETE.
 BZ1391'
 BZ1391'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 54 FEET E OF THE
 BZ1391'W EDGE OF THE E BANK, 17 FEET W OF THE FENCE LINE, 110 FEET
 BZ1391'E OF THE ROAD IN THE RAILROAD CUT.  MARK PROJECTS 6 INCHES.
 BZ1391'
 BZ1391'REFERENCE MARK NO. 2 IS NNW OF THE STATION, ON W BANK OF
 BZ1391'RAILROAD CUT, 50 FEET W OF THE E EDGE, 18 FEET E OF THE FENCE
 BZ1391'LINE, 63 FEET S OF 10-INCH OAK.  MARK PROJECTS 10 INCHES.
 BZ1391'
 BZ1391'AZIMUTH MARK IS SSE OF THE STATION, 1 FOOT W OF FENCE LINE,
 BZ1391'75 FEET E OF ROAD IN OLD RAILROAD CUT, 165 FEET S OF FENCE
 BZ1391'CORNER AT E AND W ROAD.  MARK PROJECTS 10 INCHES.
 BZ1391'
 BZ1391'REACHED FROM JUNCTION OF U.S. HIGHWAY 75 AND O.S.R. ABOUT 10
 BZ1391'MILES N OF MADISONVILLE, GO W ON O.S.R. 12.6 MILES TO SIDE
 BZ1391'ROAD TO N LEADING UP OLD RAILROAD GRADE, ROAD IS ON E SIDE
 BZ1391'OF NORMANGEE, JUST W OF RAILROAD STATION.  GO N UP OLD GRADE
 BZ1391'FOR 2.25 MILES TO CROSSROADS, THENCE 0.15 MILE TO STATION
 BZ1391'ON LEFT.
 BZ1391'
 BZ1391'A LIGHT 74 FEET ABOVE WILLIAMSON IS VISIBLE FROM THE GROUND.
 BZ1391'
 BZ1391'A LIGHT 87 FEET ABOVE HENDRIX COMES INTO VIEW AT 13 FEET
 BZ1391'ABOVE THE GROUND.
 BZ1391'
 BZ1391'A LIGHT 74 FEET ABOVE MALONE COMES INTO VIEW AT 20 FEET ABOVE
 BZ1391'THE GROUND.
 BZ1391'
 BZ1391'A LIGHT 100 FEET ABOVE CENTERVILLE COMES INTO VIEW AT 30 FEET
 BZ1391'ABOVE THE GROUND.
 BZ1391'
 BZ1391'A LIGHT 87 FEET ABOVE CONCORD COMES INTO VIEW AT 65 FEET
 BZ1391'ABOVE THE GROUND.
 BZ1391
 BZ1391                          STATION RECOVERY (1937)
 BZ1391
 BZ1391'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1391'DESCRIPTION AS GIVEN BY C.A.S. 1935 SATISFACTORY.
 BZ1391'
 BZ1391'STATION MARKER AND REFERENCE MARKERS NOS. 1 AND 2 RECOVERED
 BZ1391'AND IN GOOD CONDITION.
 BZ1391
 BZ1391                          STATION RECOVERY (1943)
 BZ1391
 BZ1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1391'THE STATION, AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 BZ1391'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AS THERE IS
 BZ1391'A NEW ROAD AND THE CONSTRUCTION CREW APPARENTLY DESTROYED IT.
 BZ1391'A NEW AZIMUTH MARK WAS SET.  FOLLOWING IS A NEW DESCRIPTION--
 BZ1391'
 BZ1391'THE STATION IS LOCATED ABOUT 2.0 MILES N OF NORMANGEE, AND
 BZ1391'16.0 MILES NW OF MADISONVILLE, ON LAND FORMERALLY OWNED BY
 BZ1391'THE HOUSTON AND TEXAS CENTRAL RAILROAD.  IT IS ON THE TOP OF
 BZ1391'THE W BANK OF THE OLD RAILROAD CUT, ABOUT 100 FEET W OF THE
 BZ1391'CENTER OF FARM ROAD NO. 39, AND 30 FEET E OF FENCE LINE.  THE
 BZ1391'DISK IS STAMPED NORMANGEE 1935, AND PROJECTS 6 INCHES.
 BZ1391'
 BZ1391'REFERENCE MARK NO. 1 IS E OF THE STATION, ON THE HIGHEST
 BZ1391'POINT OF THE E BANK OF OLD ROAD CUT, 150 FEET E OF THE CENTER
 BZ1391'OF THE DIRT ROAD.  THE DISK IS STAMPED NORMANGEE NO. 1 1935,
 BZ1391'AND PROJECTS 8 INCHES.
 BZ1391'
 BZ1391'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 20 FEET E OF
 BZ1391'THE FENCE LINE AND 150 FET W OF THE CENTER OF THE DIRT ROAD.  THE
 BZ1391'THE DISK IS STAMPED NORMANGEE NO. 2 1935, AND PROJECTS 1 FOOT.
 BZ1391'
 BZ1391'THE NEW AZIMUTH MARK WAS SET ABOUT 0.2 MILE S OF THE STATION,
 BZ1391'IN THE S END OF THE CONCRETE CULVERT ON THE E SIDE OF THE ROAD.
 BZ1391'IT IS 30 FEET S OF THE CENTER OF THE E AND W ROAD, AND 40 FEET E
 BZ1391'OF THE CENTER OF THE N AND S ROAD, AND 25 FEET NW OF FENCE
 BZ1391'CORNER.  THE DISK IS STAMPED NORMANGEE 1943, AND IS SET FLUSH
 BZ1391'WITH THE CONCRETE SURFACE.  TO REACH FROM THE STATION.  GO
 BZ1391'S ON DIRT ROAD FOR 0.15 MILE TO CROSSROADS, AND MARK ON THE
 BZ1391'LEFT.
 BZ1391'
 BZ1391'TO REACH THE STATION FROM THE RAILROAD STATION IN NORMANGEE.
 BZ1391'GO N ON FARM ROAD NO. 39 ON THE W SIDE OF THE RAILROAD STATION
 BZ1391'FOR 2.25 MILES TO CROSSROADS.  CONTINUE N ON NO. 39 FOR 0.15
 BZ1391'MILE TO THE STATION ON THE W BANK OF THE ROAD CUT.
 BZ1391'
 BZ1391'NOTE--OBSERVATIONS MADE FROM A 77-FOOT TOWER, WITH TWO 10-FOOT
 BZ1391'SUPERSTRUCTURES.
 BZ1391
 BZ1391                          STATION RECOVERY (2006)
 BZ1391
 BZ1391'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BZ1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1392 ***********************************************************************
 BZ1392  DESIGNATION -  NORMANGEE MUNICIPAL TANK
 BZ1392  PID         -  BZ1392
 BZ1392  STATE/COUNTY-  TX/LEON
 BZ1392  USGS QUAD   -  NORMANGEE (1982)
 BZ1392
 BZ1392                         *CURRENT SURVEY CONTROL
 BZ1392  ___________________________________________________________________
 BZ1392* NAD 83(1993)-  31 01 49.44104(N)    096 06 56.89385(W)     ADJUSTED  
 BZ1392* NAVD 88     -                                                        
 BZ1392  ___________________________________________________________________
 BZ1392  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 BZ1392  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BZ1392
 BZ1392  HORZ ORDER  -  THIRD
 BZ1392
 BZ1392.The horizontal coordinates were established by classical geodetic methods
 BZ1392.and adjusted by the National Geodetic Survey in February 1996..
 BZ1392
 BZ1392
 BZ1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1392
 BZ1392.The geoid height was determined by GEOID03.
 BZ1392
 BZ1392;                    North         East     Units Scale Factor Converg.
 BZ1392;SPC TX C     - 3,158,808.031 1,102,520.191   MT  0.99988187   +2 10 20.2
 BZ1392;SPC TX C     -10,363,522.68  3,617,184.99   sFT  0.99988187   +2 10 20.2
 BZ1392;UTM  14      - 3,436,544.988   775,310.335   MT  1.00053506   +1 29 15.8
 BZ1392
 BZ1392                          SUPERSEDED SURVEY CONTROL
 BZ1392
 BZ1392  NAD 83(1986)-  31 01 49.45482(N)    096 06 56.87368(W) AD(       ) 4
 BZ1392  NAD 27      -  31 01 48.78600(N)    096 06 56.02100(W) AD(       ) 3
 BZ1392
 BZ1392.Superseded values are not recommended for survey control.
 BZ1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1392.See file dsdata.txt to determine how the superseded data were derived.
 BZ1392
 BZ1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV7531036545(NAD 83)
 BZ1392_MARKER: 53 = ELEVATED TANK
 BZ1392
 BZ1392  HISTORY     - Date     Condition        Report By
 BZ1392  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1392
 BZ1392                          STATION DESCRIPTION
 BZ1392
 BZ1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1392'THIS INTERSECTION STATION IS LOCATED NEAR THE CENTER OF THE
 BZ1392'TOWN OF NORMANGEE AND ABOUT 200 FEET N OF THE MAIN STREET.
 BZ1392'IT IS ABOUT 125 FEET IN HEIGHT AND IS SUPPORTED BY FOUR STEEL
 BZ1392'LEGS.  THE TANK IS PAINTED BLACK AND HAS THE SIGN NORMANGEE
 BZ1392'IN WHITE LETTERS ON THE E SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0723 ***********************************************************************
 EN0723  DESIGNATION -  NORTH
 EN0723  PID         -  EN0723
 EN0723  STATE/COUNTY-  TX/MOTLEY
 EN0723  USGS QUAD   -  NORTHFIELD (1981)
 EN0723
 EN0723                         *CURRENT SURVEY CONTROL
 EN0723  ___________________________________________________________________
 EN0723* NAD 83(1993)-  34 17 14.93779(N)    100 33 01.07381(W)     ADJUSTED  
 EN0723* NAVD 88     -       616.     (meters)    2021.     (feet)  SCALED    
 EN0723  ___________________________________________________________________
 EN0723  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 EN0723  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EN0723
 EN0723  HORZ ORDER  -  SECOND
 EN0723
 EN0723.The horizontal coordinates were established by classical geodetic methods
 EN0723.and adjusted by the National Geodetic Survey in February 1996..
 EN0723
 EN0723.The orthometric height was scaled from a topographic map.
 EN0723
 EN0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0723
 EN0723.The geoid height was determined by GEOID03.
 EN0723
 EN0723;                    North         East     Units Scale Factor Converg.
 EN0723;SPC TXNC     - 2,292,490.015   411,216.225   MT  1.00010529   -1 07 05.6
 EN0723;SPC TXNC     - 7,521,277.66  1,349,131.90   sFT  1.00010529   -1 07 05.6
 EN0723;SPC TX N     - 1,032,314.040   287,449.043   MT  1.00010374   +0 33 01.4
 EN0723;SPC TX N     - 3,386,850.31    943,072.40   sFT  1.00010374   +0 33 01.4
 EN0723;UTM  14      - 3,795,119.894   357,310.998   MT  0.99985097   -0 52 24.6
 EN0723
 EN0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0723!SPC TXNC     -   0.99990768  x   1.00010529  =   1.00001296
 EN0723!SPC TX N     -   0.99990768  x   1.00010374  =   1.00001141
 EN0723!UTM  14      -   0.99990768  x   0.99985097  =   0.99975866
 EN0723
 EN0723|---------------------------------------------------------------------|
 EN0723| PID    Reference Object                     Distance      Geod. Az  |
 EN0723|                                                           dddmmss.s |
 EN0723| CX7837 NORTH RM 1                           24.715 METERS 00013     |
 EN0723| CX7838 NORTH RM 2                            9.318 METERS 08858     |
 EN0723| CX7836 NORTH AZ MK                                        2720334.2 |
 EN0723|---------------------------------------------------------------------|
 EN0723
 EN0723                          SUPERSEDED SURVEY CONTROL
 EN0723
 EN0723  NAD 83(1993)-  34 17 14.93861(N)    100 33 01.07276(W) AD(       ) 2
 EN0723  NAD 83(1986)-  34 17 14.94319(N)    100 33 01.06665(W) AD(       ) 2
 EN0723  NAD 27      -  34 17 14.70044(N)    100 32 59.63031(W) AD(       ) 2
 EN0723
 EN0723.Superseded values are not recommended for survey control.
 EN0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0723.See file dsdata.txt to determine how the superseded data were derived.
 EN0723
 EN0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC5731195120(NAD 83)
 EN0723_MARKER: DS = TRIANGULATION STATION DISK
 EN0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0723
 EN0723  HISTORY     - Date     Condition        Report By
 EN0723  HISTORY     - 1964     MONUMENTED       CGS
 EN0723
 EN0723                          STATION DESCRIPTION
 EN0723
 EN0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0723'THE STATION IS LOCATED ABOUT 19 MILES SOUTH SOUTHWEST OF ESTELLINE,
 EN0723'7 MILES NORTHWEST OF CEE VEE, 3 MILES EAST OF NORTHFIELD, ON THE
 EN0723'SOUTH RIGHT-OF-WAY OF FARM ROAD 94, AT THE RUINS OF AN OLD GROCERY
 EN0723'STORE.
 EN0723'
 EN0723'TO REACH THE STATION FROM THE POST OFFICE AND SERVICE STATION IN
 EN0723'NORTHFIELD, GO EAST ON FARM ROAD 94 FOR 2.85 MILES TO THE AZIMUTH
 EN0723'MARK ON THE LEFT.  CONTINUE AHEAD ON FARM ROAD 94 FOR 0.35 MILE TO
 EN0723'THE TOP OF A LOW HILL AND THE STATION ON THE RIGHT.
 EN0723'
 EN0723'THE STATION MARK IS A STANDARD DISK, STAMPED NORTH 1964, CEMENTED
 EN0723'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 EN0723'INCHES ABOVE THE GROUND.  IT IS 101.0 FEET NORTHEAST OF A POWER
 EN0723'LINE POLE, 92.8 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 56.5
 EN0723'FEET NORTH OF THE CENTER OF A CONCRETE CISTERN, 43.0 FEET SOUTH
 EN0723'OF THE CENTER OF FARM ROAD 94, AND 3.8 FEET SOUTH OF A WITNESS
 EN0723'POST.
 EN0723'
 EN0723'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NORTH NO 1 1964,
 EN0723'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 EN0723'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 80.2 FEET EAST OF A
 EN0723'POWER LINE POLE, 38.2 FEET NORTH OF THE CENTER OF FARM ROAD 94,
 EN0723'1.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND ABOUT 2 FEET
 EN0723'HIGHER THAN THE STATION.
 EN0723'
 EN0723'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NORTH NO 2 1964,
 EN0723'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 EN0723'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 125.2 FEET NORTH
 EN0723'NORTHEAST OF A POWER LINE POLE, 43.0 FEET SOUTH OF THE CENTER
 EN0723'OF FARM ROAD 94 AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 EN0723'
 EN0723'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED NORTH 1964, CEMENTED IN
 EN0723'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 EN0723'ABOVE THE GROUND.  IT IS 38 FEET NORTH OF THE CENTER OF FARM ROAD
 EN0723'94 AND ABOUT 3 FEET HIGHER, 2.7 FEET SOUTH OF A POWER LINE POLE
 EN0723'WITH WITNESS SIGN ATTACHED AND 2.3 FEET SOUTH OF THE NORTH
 EN0723'RIGHT-OF-WAY FENCE.
 EN0723'
 EN0723'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1275 ***********************************************************************
 AH1275  DESIGNATION -  NORTH BIRD 1912
 AH1275  PID         -  AH1275
 AH1275  STATE/COUNTY-  TX/KLEBERG
 AH1275  USGS QUAD   -  PITA ISLAND (1975)
 AH1275
 AH1275                         *CURRENT SURVEY CONTROL
 AH1275  ___________________________________________________________________
 AH1275* NAD 83(1993)-  27 31 08.44546(N)    097 17 27.97051(W)     ADJUSTED  
 AH1275* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AH1275  ___________________________________________________________________
 AH1275  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AH1275  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH1275
 AH1275  HORZ ORDER  -  THIRD
 AH1275
 AH1275.The horizontal coordinates were established by classical geodetic methods
 AH1275.and adjusted by the National Geodetic Survey in February 1996..
 AH1275
 AH1275.The orthometric height was scaled from a topographic map.
 AH1275
 AH1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1275
 AH1275.The geoid height was determined by GEOID03.
 AH1275
 AH1275;                    North         East     Units Scale Factor Converg.
 AH1275;SPC TX S     - 5,205,799.194   419,423.643   MT  0.99993550   +0 32 55.9
 AH1275;SPC TX S     -17,079,359.52  1,376,059.07   sFT  0.99993550   +0 32 55.9
 AH1275;UTM  14      - 3,045,085.966   668,777.660   MT  0.99995163   +0 47 23.2
 AH1275
 AH1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1275!SPC TX S     -   1.00000404  x   0.99993550  =   0.99993954
 AH1275!UTM  14      -   1.00000404  x   0.99995163  =   0.99995567
 AH1275
 AH1275                          SUPERSEDED SURVEY CONTROL
 AH1275
 AH1275  NAD 83(1986)-  27 31 08.45629(N)    097 17 27.94680(W) AD(       ) 3
 AH1275  NAD 27      -  27 31 07.31000(N)    097 17 26.98400(W) AD(       ) 3
 AH1275
 AH1275.Superseded values are not recommended for survey control.
 AH1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1275.See file dsdata.txt to determine how the superseded data were derived.
 AH1275
 AH1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6877845086(NAD 83)
 AH1275_MARKER: DS = TRIANGULATION STATION DISK
 AH1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1275+STABILITY: SURFACE MOTION
 AH1275
 AH1275  HISTORY     - Date     Condition        Report By
 AH1275  HISTORY     - 1912     MONUMENTED       CGS
 AH1275  HISTORY     - 1939     GOOD             CGS
 AH1275  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1275
 AH1275                          STATION DESCRIPTION
 AH1275
 AH1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1275'ON NORTH BIRD ISLAND IN THE LAGUNA MADRE.  THE ISLAND IS
 AH1275'SMALL AND IS COVERED WITH GRASS AND SMALL BUSHES.  THE STATION
 AH1275'IS ON GROUND SLIGHTLY ABOVE THE GENERAL LEVEL, ABOUT 45 METERS
 AH1275'(148 FEET), 60 METERS (197 FEET), AND 57 METERS (187 FEET),
 AH1275'RESPECTIVELY, FROM HIGH WATER TO THE S, W, AND E.  SURFACE
 AH1275'AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS IN CONCRETE.
 AH1275'
 AH1275'TRENCHES ABOUT 1-1/2 FEET DEEP AND 2 FEET WIDE WERE DUG OUT
 AH1275'FROM THE STATION IN N, E, S, AND W DIRECTIONS TO SERVE AS
 AH1275'REFERENCE OR WITNESS MARKS.  THERE IS NO REFERENCE MARK.
 AH1275
 AH1275                          STATION RECOVERY (1939)
 AH1275
 AH1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1275'STATION IS LOCATED ON NORTH BIRD ISLAND IN LAGUNA MADRE.
 AH1275'ISLAND IS LOCATED ABOUT 20 MILES SE OF CORPUS CHRISTI AND
 AH1275'ABOUT 12 MILES S OF FLOUR BLUFF POINT, BETWEEN MAINLAND AND
 AH1275'PADRE ISLAND.  ISLAND IS COVERED WITH A THICK GROWTH OF GRASS
 AH1275'AND CACTI.  STATION IS LOCATED ON ABOUT THE HIGHEST POINT
 AH1275'IN THE S CENTRAL PART OF THE ISLAND, ABOUT 135 FEET N OF
 AH1275'S END OF ISLAND, AND 140 FEET W OF E SIDE AND 225 FEET E OF
 AH1275'W SIDE OF ISLAND.
 AH1275'
 AH1275'STATION IS MARKED BY A STANDARD UNSTAMPED DISK.
 AH1275'
 AH1275'THERE ARE NO REFERENCE OR AZIMUTH MARKS.  STATION RECOVERED
 AH1275'IN GOOD CONDITION.
 AH1275
 AH1275                          STATION RECOVERY (1949)
 AH1275
 AH1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1275'STATION DESTROYED.  CONCRETE TILE REMAINS, WHICH ARE BELIEVED
 AH1275'TO BE OF STATION NORTH BIRD, WERE FOUND ON THE S TIP OF NORTH
 AH1275'BIRD ISLAND.  THE UNDERGROUND MARK WAS DUG FOR BUT DUE TO WATER
 AH1275'SEEPING IN THE HOLE, POSITIVE RECOVERY COULD NOT BE MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0906 ***********************************************************************
 CB0906  DESIGNATION -  NORTH CONCHO
 CB0906  PID         -  CB0906
 CB0906  STATE/COUNTY-  TX/TOM GREEN
 CB0906  USGS QUAD   -  MOUNT NEBO (1978)
 CB0906
 CB0906                         *CURRENT SURVEY CONTROL
 CB0906  ___________________________________________________________________
 CB0906* NAD 83(1993)-  31 32 23.95264(N)    100 33 50.43313(W)     ADJUSTED  
 CB0906* NAVD 88     -       602.     (meters)    1975.     (feet)  SCALED    
 CB0906  ___________________________________________________________________
 CB0906  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 CB0906  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CB0906
 CB0906  HORZ ORDER  -  SECOND
 CB0906
 CB0906.The horizontal coordinates were established by classical geodetic methods
 CB0906.and adjusted by the National Geodetic Survey in February 1996..
 CB0906
 CB0906.The orthometric height was scaled from a topographic map.
 CB0906
 CB0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0906
 CB0906.The geoid height was determined by GEOID03.
 CB0906
 CB0906;                    North         East     Units Scale Factor Converg.
 CB0906;SPC TX C     - 3,207,693.668   678,096.230   MT  0.99992579   -0 07 07.7
 CB0906;SPC TX C     -10,523,908.31  2,224,720.71   sFT  0.99992579   -0 07 07.7
 CB0906;UTM  14      - 3,490,508.714   351,529.763   MT  0.99987188   -0 49 05.8
 CB0906
 CB0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0906!SPC TX C     -   0.99990926  x   0.99992579  =   0.99983506
 CB0906!UTM  14      -   0.99990926  x   0.99987188  =   0.99978115
 CB0906
 CB0906|---------------------------------------------------------------------|
 CB0906| PID    Reference Object                     Distance      Geod. Az  |
 CB0906|                                                           dddmmss.s |
 CB0906| CV4947 NORTH CONCHO RM 1                     8.378 METERS 06804     |
 CB0906| CV4946 NORTH CONCHO AZ MK                                 1130722.0 |
 CB0906| CV4948 NORTH CONCHO RM 2                     6.940 METERS 16634     |
 CB0906|---------------------------------------------------------------------|
 CB0906
 CB0906                          SUPERSEDED SURVEY CONTROL
 CB0906
 CB0906  NAD 83(1986)-  31 32 23.95943(N)    100 33 50.41884(W) AD(       ) 2
 CB0906  NAD 27      -  31 32 23.39100(N)    100 33 49.06700(W) AD(       ) 2
 CB0906
 CB0906.Superseded values are not recommended for survey control.
 CB0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0906.See file dsdata.txt to determine how the superseded data were derived.
 CB0906
 CB0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5153090509(NAD 83)
 CB0906_MARKER: DS = TRIANGULATION STATION DISK
 CB0906_SETTING: 0 = UNSPECIFIED SETTING
 CB0906
 CB0906  HISTORY     - Date     Condition        Report By
 CB0906  HISTORY     - 1943     MONUMENTED       CGS
 CB0906
 CB0906                          STATION DESCRIPTION
 CB0906
 CB0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0906'STATION IS LOCATED ABOUT 9.0 MILES NW OF SAN ANGELO, 5.75 MILES
 CB0906'SE OF CARLSBAD, AND 1.0 MILE SW OF U.S. HIGHWAY 87, ON THE W
 CB0906'BANK OF THE NORTH CONCHO RIVER, ON A SMALL ROUND-TOPPED
 CB0906'MESQUITE-COVERED RIDGE.  IT IS STAMPED NORTH CONCHO 1943.
 CB0906'
 CB0906'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 CB0906'DISKS SET IN THE TOP OF CONCRETE POSTS.
 CB0906'
 CB0906'REFERENCE MARK 1 IS NNE OF THE STATION, SET IN A SMALL OPEN
 CB0906'SPOT IN THE PASTURE.  IT IS STAMPED NORTH CONCHO NO 1 1943, AND
 CB0906'PROJECTS 6 INCHES.
 CB0906'
 CB0906'REFERENCE MARK 2 IS ESE OF THE STATION, SET IN A SMALL OPEN SPOT
 CB0906'IN THE PASTURE.  IT IS STAMPED NORTH CONCHO NO 2 1943, AND
 CB0906'PROJECTS ABOUT 8 INCHES.
 CB0906'
 CB0906'AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, 15 FEET N OF
 CB0906'THE DIM TRACK ROAD AT THE SALT LICK.  IT IS STAMPED NORTH CONCHO
 CB0906'1943, AND PROJECTS ABOUT 1 FOOT.  TO REACH FROM THE STATION, GO
 CB0906'BACK TO THE SALT LICK AND MARK AS DESCRIBED.
 CB0906'
 CB0906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CB0906'AND 87 IN SAN ANGELO, GO N ON HIGHWAY 87 FOR 6.15 MILES TO THE
 CB0906'PULLIAM SCHOOLHOUSE ON THE LEFT.  CONTINUE N ON HIGHWAY 87 FOR
 CB0906'1.4 MILES TO A GRADED DIRT ROAD LEFT.  TURN LEFT ON GRADED DIRT
 CB0906'ROAD, CROSS RAILROAD TRACKS AND CONTINUE FOR 1.25 MILES TO END
 CB0906'OF GRADED DIRT ROAD.  BEAR RIGHT FOR 0.1 MILE, PASS THROUGH A
 CB0906'WIRE GATE, CROSS RIVER AND CONTINUE FOR 0.1 MILE TO SECOND WIRE
 CB0906'GATE JUST BEFORE REACHING RANCHHOUSE.  PASS THROUGH WIRE GATE
 CB0906'AND CONTINUE IN A N DIRECTION ALONG EDGE OF BLUFF FOR 0.25
 CB0906'MILE TO THIRD WIRE GATE.  PASS THROUGH WIRE GATE AND FOLLOW
 CB0906'MAIN-TRAVELED TRACK ROAD FOR 0.25 MILE TO A REVERSED Y,
 CB0906'TURN SHARP RIGHT IN A NE DIRECTION FOR 0.25 MILE, CROSS
 CB0906'CREEK AND CONTINUE IN A N DIRECTION FOR 0.3 MILE TO A
 CB0906'DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW TRACK ROAD IN A W
 CB0906'DIRECTION FOR 0.65 MILE TO A SALT LICK (AZIMUTH MARK ON
 CB0906'THE RIGHT).  FROM THIS POINT FOLLOW DIM TRUCK TRACKS IN A SW
 CB0906'DIRECTION FOR 0.4 MILE TO A N-S FENCE LINE.  CLIMB OVER FENCE
 CB0906'AND PACK DUE W FOR ABOUT 300 FEET TO THE SMALL KNOLL AND
 CB0906'STATION AS DESCRIBED.
 CB0906'
 CB0906'A 15-FOOT STAND REQUIRED TO CLEAR LINE TO STATION ROBBINS.
 CB0906'4-FOOT STAND REQUIRED TO CLEAR LINES TO STATIONS NOLKE AND CON.
 CB0906'A WHITE 4- BY 4-INCH POST WAS SET 5 FEET SW OF THE STATION MARK.
 CB0906'
 CB0906'HEIGHT OF LIGHT ABOVE STATION MARK-2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0642 ***********************************************************************
 CE0642  DESIGNATION -  NORTH FRANKLIN AZ MK
 CE0642  PID         -  CE0642
 CE0642  STATE/COUNTY-  TX/EL PASO
 CE0642  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0642
 CE0642                         *CURRENT SURVEY CONTROL
 CE0642  ___________________________________________________________________
 CE0642* NAD 83(1993)-  31 55 06.85269(N)    106 26 28.98828(W)     ADJUSTED  
 CE0642* NAVD 88     -      1242.4    (meters)    4076.     (feet)  VERTCON   
 CE0642  ___________________________________________________________________
 CE0642  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 CE0642  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CE0642
 CE0642  HORZ ORDER  -  SECOND
 CE0642
 CE0642.The horizontal coordinates were established by classical geodetic methods
 CE0642.and adjusted by the National Geodetic Survey in February 1996..
 CE0642.No horizontal observational check was made to the station.
 CE0642
 CE0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0642
 CE0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0642
 CE0642.The geoid height was determined by GEOID03.
 CE0642
 CE0642;                    North         East     Units Scale Factor Converg.
 CE0642;SPC TX C     - 3,265,503.367   122,606.090   MT  1.00000966   -3 08 45.6
 CE0642;SPC TX C     -10,713,572.30    402,250.15   sFT  1.00000966   -3 08 45.6
 CE0642;UTM  13      - 3,532,316.261   363,726.848   MT  0.99982903   -0 45 43.9
 CE0642
 CE0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0642!SPC TX C     -   0.99980870  x   1.00000966  =   0.99981835
 CE0642!UTM  13      -   0.99980870  x   0.99982903  =   0.99963776
 CE0642
 CE0642                          SUPERSEDED SURVEY CONTROL
 CE0642
 CE0642  NAD 83(1993)-  31 55 06.85038(N)    106 26 28.98702(W) AD(       ) 2
 CE0642  NAD 83(1986)-  31 55 06.85696(N)    106 26 28.98648(W) AD(       ) 2
 CE0642  NAD 27      -  31 55 06.48181(N)    106 26 27.03275(W) AD(       ) 2
 CE0642  NGVD 29 (07/19/86) 1241.9    (m)         4074.     (f) VERT ANG       
 CE0642
 CE0642.Superseded values are not recommended for survey control.
 CE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0642.See file dsdata.txt to determine how the superseded data were derived.
 CE0642
 CE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6372732316(NAD 83)
 CE0642_MARKER: DZ = AZIMUTH MARK DISK
 CE0642_SETTING: 0 = UNSPECIFIED SETTING
 CE0642_STAMPING: NORTH FRANKLIN USGS 1943
 CE0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0642
 CE0642  HISTORY     - Date     Condition        Report By
 CE0642  HISTORY     - 1981     MONUMENTED       NGS
 CE0642  HISTORY     - 19920430 MARK NOT FOUND   USGS
 CE0642
 CE0642                          STATION DESCRIPTION
 CE0642
 CE0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0642'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) NORTH-NORTHEAST
 CE0642'FROM DOWNTOWN EL PASO, 9.7 KM (6 MI) SOUTH OF THE
 CE0642'TEXAS-NEW MEXICO STATE LINE AND ALONG THE WEST SIDE OF
 CE0642'TEXAS FARM ROAD 3255.
 CE0642'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0642'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0642'915-543-4200.
 CE0642'
 CE0642'TO REACH THE STATION FROM THE JUNCTION OF TRANS MOUNTAIN
 CE0642'ROAD (LOOP 375) AND TEXAS FARM ROAD 3255 (GATEWAY BOULEVARD
 CE0642'NORTH), ABOUT 16.1 KM (10 MI) NORTH-NORTHEAST OF DOWNTOWN
 CE0642'EL PASO, GO NORTH ON FARM ROAD 3255 FOR 2.2 KM (1.4 MI)
 CE0642'TO THE STATION ON THE LEFT IN THE CENTER OF A CONCRETE
 CE0642'HEADWALL.
 CE0642'
 CE0642'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 CE0642'STAMPED---NORTH FRANKLIN USGS 1943---,
 CE0642'CEMENTED IN A DRILL HOLE IN A CONCRETE HEADWALK PROJECTING
 CE0642'0.4 CM ABOVE ROAD SURFACE.
 CE0642'IT IS LOCATED
 CE0642'9.13 METERS (29.9 FT) SOUTH FROM A METAL HIGHWAY REFLECTOR POST
 CE0642'AND
 CE0642'6.8 METERS (22.3 FT) WEST FROM THE CENTER OF FARM ROAD 3255.
 CE0642'
 CE0642'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METERS.
 CE0642
 CE0642                          STATION RECOVERY (1992)
 CE0642
 CE0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (DR)
 CE0642'SEARCHED FOR, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6643 ***********************************************************************
 AW6643  DESIGNATION -  NORTH HOUSTON MUNICIPAL TANK
 AW6643  PID         -  AW6643
 AW6643  STATE/COUNTY-  TX/HARRIS
 AW6643  USGS QUAD   -  SETTEGAST (1995)
 AW6643
 AW6643                         *CURRENT SURVEY CONTROL
 AW6643  ___________________________________________________________________
 AW6643* NAD 83(1993)-  29 50 34.56868(N)    095 20 53.99492(W)     ADJUSTED  
 AW6643* NAVD 88     -                                                        
 AW6643  ___________________________________________________________________
 AW6643  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6643  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW6643
 AW6643  HORZ ORDER  -  THIRD
 AW6643
 AW6643.The horizontal coordinates were established by classical geodetic methods
 AW6643.and adjusted by the National Geodetic Survey in February 1996..
 AW6643
 AW6643
 AW6643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6643
 AW6643.The geoid height was determined by GEOID03.
 AW6643
 AW6643;                    North         East     Units Scale Factor Converg.
 AW6643;SPC TXSC     - 4,228,228.050   952,797.612   MT  0.99990243   +1 47 20.4
 AW6643;SPC TXSC     -13,872,111.53  3,125,970.17   sFT  0.99990243   +1 47 20.4
 AW6643;UTM  15      - 3,303,696.067   273,120.714   MT  1.00023514   -1 10 08.7
 AW6643
 AW6643                          SUPERSEDED SURVEY CONTROL
 AW6643
 AW6643  NAD 83(1986)-  29 50 34.58323(N)    095 20 53.97646(W) AD(       ) 4
 AW6643  NAD 27      -  29 50 33.77108(N)    095 20 53.20444(W) AD(       ) 3
 AW6643
 AW6643.Superseded values are not recommended for survey control.
 AW6643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6643.See file dsdata.txt to determine how the superseded data were derived.
 AW6643
 AW6643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7312103696(NAD 83)
 AW6643_MARKER: 53 = ELEVATED TANK
 AW6643
 AW6643  HISTORY     - Date     Condition        Report By
 AW6643  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6643  HISTORY     - 1963     GOOD             CGS
 AW6643  HISTORY     - 1968     GOOD             CGS
 AW6643
 AW6643                          STATION DESCRIPTION
 AW6643
 AW6643'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6643'THE STATION IS LOCATED IN THE NORTHEAST PART OF HOUSTON,
 AW6643'ABOUT 0.25 MILE WEST OF U.S. HIGHWAY 59, 200 FEET NORTH OF
 AW6643'FIRNAT STREET AND 80 FEET WEST OF LOMAX STREET.  IT IS A
 AW6643'10- LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  IT
 AW6643'IS SILVER COLOR AND HAS AN OVERALL HEIGHT OF 120 FEET.  THE
 AW6643'LID ON THE TOP OF THE TANK WAS THE POINT OBSERVED.
 AW6643
 AW6643                          STATION RECOVERY (1963)
 AW6643
 AW6643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6643'THE STATION WAS RECOVERED AS DESCRIBED, ADDITIONAL INFORMATION
 AW6643'FOLLOWS.  ABOUT SIX MILES NORTH OF DOWNTOWN HOUSTON, ONE
 AW6643'MILE WEST OF THE 9000 BLOCK OF THE EASTEX FREEWAY.  IT IS
 AW6643'AT THE INTERSECTION OF LOMAX AND HECTOR STREETS.
 AW6643
 AW6643                          STATION RECOVERY (1968)
 AW6643
 AW6643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6643'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OVER-ALL
 AW6643'HEIGHT IS 144 FEET.  THE POINT INTERSECTED WAS THE CAP AT
 AW6643'THE APEX OF THE TANK.
 AW6643'
 AW6643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AW6643'NORTH-NORTHEAST OF THE CENTER OF HOUSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7070 ***********************************************************************
 AW7070  DESIGNATION -  NORTH JETTY LIGHT
 AW7070  PID         -  AW7070
 AW7070  STATE/COUNTY-  TX/GALVESTON
 AW7070  USGS QUAD   -  THE JETTIES (1994)
 AW7070
 AW7070                         *CURRENT SURVEY CONTROL
 AW7070  ___________________________________________________________________
 AW7070* NAD 83(1993)-  29 20 42.27906(N)    094 40 41.53681(W)     ADJUSTED  
 AW7070* NAVD 88     -         8.4    (meters)      28.     (feet)  VERTCON   
 AW7070  ___________________________________________________________________
 AW7070  X           -    -453,811.002 (meters)                     COMP
 AW7070  Y           -  -5,545,641.899 (meters)                     COMP
 AW7070  Z           -   3,107,288.786 (meters)                     COMP
 AW7070  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AW7070  ELLIP HEIGHT-         -17.86  (meters)          (06/17/02) GPS OBS
 AW7070  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW7070
 AW7070  HORZ ORDER  -  THIRD
 AW7070  ELLP ORDER  -  FIFTH     CLASS I
 AW7070
 AW7070.The horizontal coordinates were established by GPS observations
 AW7070.and adjusted by the National Geodetic Survey in February 1996..
 AW7070
 AW7070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7070
 AW7070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7070
 AW7070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7070
 AW7070.The ellipsoidal height was determined by GPS observations
 AW7070.and is referenced to NAD 83.
 AW7070
 AW7070.The geoid height was determined by GEOID03.
 AW7070
 AW7070;                    North         East     Units Scale Factor Converg.
 AW7070;SPC TXSC     - 4,175,294.062 1,019,551.846   MT  0.99986326   +2 07 02.3
 AW7070;SPC TXSC     -13,698,443.94  3,344,979.68   sFT  0.99986326   +2 07 02.3
 AW7070;UTM  15      - 3,247,387.762   337,076.639   MT  0.99992754   -0 49 21.4
 AW7070
 AW7070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7070!SPC TXSC     -   1.00000281  x   0.99986326  =   0.99986606
 AW7070!UTM  15      -   1.00000281  x   0.99992754  =   0.99993034
 AW7070
 AW7070                          SUPERSEDED SURVEY CONTROL
 AW7070
 AW7070  ELLIP H (02/16/96)  -18.07   (m)                       GP(       ) 5 1
 AW7070  ELLIP H (01/21/93)  -18.26   (m)                       GP(       ) 4 2
 AW7070  NAD 83(1986)-  29 20 42.29180(N)    094 40 41.51695(W) AD(       ) 3
 AW7070  NGVD 29 (08/10/92)    8.4    (m)           28.     (f) GPS OBS        
 AW7070
 AW7070.Superseded values are not recommended for survey control.
 AW7070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7070.See file dsdata.txt to determine how the superseded data were derived.
 AW7070
 AW7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3707747388(NAD 83)
 AW7070_MARKER: A = ALUMINUM MARKER
 AW7070_SETTING: 0 = UNSPECIFIED SETTING
 AW7070_MARK LOGO: WIMPOL
 AW7070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW7070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW7070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7070+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 AW7070
 AW7070  HISTORY     - Date     Condition        Report By
 AW7070  HISTORY     - 1990     MONUMENTED       WIMPOL
 AW7070  HISTORY     - 19910621 GOOD
 AW7070  HISTORY     - 19960714 GOOD             USPSQD
 AW7070
 AW7070                          STATION DESCRIPTION
 AW7070
 AW7070'DESCRIBED BY WIMPOL INCORPORATED 1990
 AW7070'LIGHT IS ON PILING DRIVEN AT EAST END OF NORTH GALVESTON JETTY
 AW7070'ENTRANCE.
 AW7070
 AW7070                          STATION RECOVERY (1991)
 AW7070
 AW7070'RECOVERED 1991
 AW7070'RECOVERED IN GOOD CONDITION.
 AW7070
 AW7070                          STATION RECOVERY (1996)
 AW7070
 AW7070'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW7070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0824 ***********************************************************************
 CC0824  DESIGNATION -  NORTH MASON CAMP AERIAL TOWER
 CC0824  PID         -  CC0824
 CC0824  STATE/COUNTY-  TX/LOVING
 CC0824  USGS QUAD   -  KYLE RANCH (1969)
 CC0824
 CC0824                         *CURRENT SURVEY CONTROL
 CC0824  ___________________________________________________________________
 CC0824* NAD 83(1993)-  31 58 58.86556(N)    103 44 40.51260(W)     ADJUSTED  
 CC0824* NAVD 88     -                                                        
 CC0824  ___________________________________________________________________
 CC0824  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CC0824  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CC0824
 CC0824  HORZ ORDER  -  THIRD
 CC0824
 CC0824.The horizontal coordinates were established by classical geodetic methods
 CC0824.and adjusted by the National Geodetic Survey in February 1996..
 CC0824
 CC0824
 CC0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0824
 CC0824.The geoid height was determined by GEOID03.
 CC0824
 CC0824;                    North         East     Units Scale Factor Converg.
 CC0824;SPC TX C     - 3,261,737.077   377,641.947   MT  1.00002830   -1 45 25.2
 CC0824;SPC TX C     -10,701,215.73  1,238,980.29   sFT  1.00002830   -1 45 25.2
 CC0824;SPC NM E     -   109,136.561   220,638.132   MT  0.99994725   +0 18 42.7
 CC0824;SPC NM E     -   358,058.87    723,876.94   sFT  0.99994725   +0 18 42.7
 CC0824;UTM  13      - 3,539,241.711   618,606.532   MT  0.99977349   +0 39 54.1
 CC0824
 CC0824                          SUPERSEDED SURVEY CONTROL
 CC0824
 CC0824  NAD 83(1993)-  31 58 58.86678(N)    103 44 40.51144(W) AD(       ) 4
 CC0824  NAD 83(1986)-  31 58 58.86632(N)    103 44 40.51114(W) AD(       ) 4
 CC0824  NAD 27      -  31 58 58.41435(N)    103 44 38.81805(W) AD(       ) 3
 CC0824
 CC0824.Superseded values are not recommended for survey control.
 CC0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0824.See file dsdata.txt to determine how the superseded data were derived.
 CC0824
 CC0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR1860739242(NAD 83)
 CC0824_MARKER: 55 = TOWER
 CC0824
 CC0824  HISTORY     - Date     Condition        Report By
 CC0824  HISTORY     - 1969     FIRST OBSERVED   USGS
 CC0824
 CC0824                          STATION DESCRIPTION
 CC0824
 CC0824'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (EGE)
 CC0824'STATION IS LOCATED NORTH 25 DEG WEST ABOUT 21 MILES AIRLINE
 CC0824'FROM MENTONE.  NORTH 42 DEG EAST ABOUT 15 MILES AIRLINE FROM
 CC0824'ORLA.  IN THE NORTH MASON OIL CAMP OF THE MARATHON OIL COMPANY.
 CC0824'75 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE METAL BUILDING.
 CC0824'
 CC0824'MAST IS RED AND WHITE SECTIONS, 220 FEET HIGH.  POINT INTERSECTED
 CC0824'WAS THE CENTER OF THE MAST OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0338 ***********************************************************************
 CT0338  DESIGNATION -  NORTH MERIDIAN
 CT0338  PID         -  CT0338
 CT0338  STATE/COUNTY-  TX/SHACKELFORD
 CT0338  USGS QUAD   -  ALBANY (1965)
 CT0338
 CT0338                         *CURRENT SURVEY CONTROL
 CT0338  ___________________________________________________________________
 CT0338* NAD 83(1986)-  32 43 24.     (N)    099 17 47.     (W)     SCALED    
 CT0338* NAVD 88     -       430.568  (meters)    1412.62   (feet)  ADJUSTED  
 CT0338  ___________________________________________________________________
 CT0338  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0338  DYNAMIC HT  -         430.022 (meters)    1410.83  (feet)  COMP
 CT0338  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 CT0338
 CT0338  VERT ORDER  -  SECOND    CLASS 0
 CT0338
 CT0338.The horizontal coordinates were scaled from a topographic map and have
 CT0338.an estimated accuracy of +/- 6 seconds.
 CT0338
 CT0338.The orthometric height was determined by differential leveling
 CT0338.and adjusted by the National Geodetic Survey in June 1991..
 CT0338
 CT0338.The geoid height was determined by GEOID03.
 CT0338
 CT0338.The dynamic height is computed by dividing the NAVD 88
 CT0338.geopotential number by the normal gravity value computed on the
 CT0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0338.degrees latitude (g = 980.6199 gals.).
 CT0338
 CT0338.The modeled gravity was interpolated from observed gravity values.
 CT0338
 CT0338;                    North         East    Units  Estimated Accuracy
 CT0338;SPC TXNC     - 2,117,460.      525,350.      MT  (+/- 180 meters Scaled)
 CT0338
 CT0338                          SUPERSEDED SURVEY CONTROL
 CT0338
 CT0338  NGVD 29 (??/??/92)  430.444  (m)         1412.21   (f) ADJ UNCH    2 0
 CT0338
 CT0338.Superseded values are not recommended for survey control.
 CT0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0338.See file dsdata.txt to determine how the superseded data were derived.
 CT0338
 CT0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB722206(NAD 83)
 CT0338_MARKER: Q = CHISELED SQUARE
 CT0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0338+STABILITY: SURFACE MOTION
 CT0338
 CT0338  HISTORY     - Date     Condition        Report By
 CT0338  HISTORY     - UNK      MONUMENTED       CGS
 CT0338  HISTORY     - 1957     GOOD             NGS
 CT0338  HISTORY     - 1961     GOOD             NGS
 CT0338
 CT0338                          STATION DESCRIPTION
 CT0338
 CT0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0338'IN ALBANY.
 CT0338'AT ALBANY, SHACKELFORD COUNTY, AT THE COUNTY COURTHOUSE SQUARE, AND
 CT0338'125 FEET NORTHWEST OF THE COURTHOUSE.  NOTE-- THE CONCRETE POST IS
 CT0338'PROTECTED BY A CIRCLE OF CONCRETE ABOUT 3 FEET IN DIAMETER.
 CT0338
 CT0338                          STATION RECOVERY (1961)
 CT0338
 CT0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0582 ***********************************************************************
 BM0582  DESIGNATION -  NORTH MERIDIAN
 BM0582  PID         -  BM0582
 BM0582  STATE/COUNTY-  TX/TRAVIS
 BM0582  USGS QUAD   -  AUSTIN EAST (1988)
 BM0582
 BM0582                         *CURRENT SURVEY CONTROL
 BM0582  ___________________________________________________________________
 BM0582* NAD 83(1986)-  30 16 27.     (N)    097 44 20.     (W)     SCALED    
 BM0582* NAVD 88     -       166.204  (meters)     545.29   (feet)  ADJUSTED  
 BM0582  ___________________________________________________________________
 BM0582  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0582  DYNAMIC HT  -         165.977 (meters)     544.54  (feet)  COMP
 BM0582  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 BM0582
 BM0582  VERT ORDER  -  FIRST     CLASS II
 BM0582
 BM0582.The horizontal coordinates were scaled from a topographic map and have
 BM0582.an estimated accuracy of +/- 6 seconds.
 BM0582
 BM0582.The orthometric height was determined by differential leveling
 BM0582.and adjusted by the National Geodetic Survey in June 1991..
 BM0582
 BM0582.The geoid height was determined by GEOID03.
 BM0582
 BM0582.The dynamic height is computed by dividing the NAVD 88
 BM0582.geopotential number by the normal gravity value computed on the
 BM0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0582.degrees latitude (g = 980.6199 gals.).
 BM0582
 BM0582.The modeled gravity was interpolated from observed gravity values.
 BM0582
 BM0582;                    North         East    Units  Estimated Accuracy
 BM0582;SPC TX C     - 3,070,260.      949,610.      MT  (+/- 180 meters Scaled)
 BM0582
 BM0582                          SUPERSEDED SURVEY CONTROL
 BM0582
 BM0582  NGVD 29 (??/??/92)  166.121  (m)          545.02   (f) ADJ UNCH    1 2
 BM0582
 BM0582.Superseded values are not recommended for survey control.
 BM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0582.See file dsdata.txt to determine how the superseded data were derived.
 BM0582
 BM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU213498(NAD 83)
 BM0582_MARKER: B = BOLT
 BM0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0582_SP_SET: PIER
 BM0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0582+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2002
 BM0582
 BM0582  HISTORY     - Date     Condition        Report By
 BM0582  HISTORY     - 1872     MONUMENTED       CGS
 BM0582  HISTORY     - 1935     GOOD             CGS
 BM0582  HISTORY     - 1953     GOOD             NGS
 BM0582  HISTORY     - 1983     GOOD             USPSQD
 BM0582  HISTORY     - 1990     GOOD             USPSQD
 BM0582  HISTORY     - 20020225 GOOD             NGS
 BM0582  HISTORY     - 20021103 GOOD             GEOCAC
 BM0582  HISTORY     - 20050226 GOOD             USPSQD
 BM0582
 BM0582                          STATION DESCRIPTION
 BM0582
 BM0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (WE)
 BM0582'STATION IS IN EASTERN PART OF STATE CAPITOL GROUNDS, HIDDEN IN
 BM0582'THICK HEDGE OF PRIVET OR BOXWOOD BETWEEN AUSTIN LONGITUDE
 BM0582'STATION (1911) AND IRON FENCE ALONG BRAZOS STREET.  MARKED
 BM0582'BY COPPER BOLT IN CENTER OF TOP OF MASSIVE MONUMENT BUILT
 BM0582'OF LIMESTONE AND CAPPED WITH VERY HEAVY SLAB.  AUSTIN LATITUDE
 BM0582'STATION IS 369.6 FEET DUE S OF STATION.  AUSTIN LONGITUDE
 BM0582'STATION (1895) IS 14.5 FEET DUE N AUSTIN LONGITUDE STATION
 BM0582'(1911) IS 4.303 METERS (14.12 FEET) N AND 11.707 METERS
 BM0582'(38.41 FEET) W OF STATION.
 BM0582
 BM0582                          STATION RECOVERY (1935)
 BM0582
 BM0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BM0582'THIS MARK WAS RECOVERED, AND IS IN EXCELLENT CONDITION.
 BM0582'IT IS LOCATED ABOUT 12 YARDS S OF THE CAPITOL GREENHOUSE
 BM0582'ON THE BRAZOS STREET SIDE OF THE CAPITOL GROUNDS, AND ABOUT
 BM0582'15 YARDS W OF THE IRON FENCE ALONG THE W SIDE OF BRAZOS
 BM0582'STREET.  THERE IS NO HEDGE HERE NOW.
 BM0582
 BM0582                          STATION RECOVERY (1953)
 BM0582
 BM0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BM0582'IN AUSTIN.
 BM0582'AT AUSTIN, TRAVIS COUNTY, ON CAPITOL HILL, A CROSS ON THE COPPER BOLT
 BM0582'IN THE CENTER OF THE TOP OF THE SQUARE STONE PILLAR MARKING THE NORTH
 BM0582'END OF THE MERIDIAN LINE ESTABLISHED IN 1872., PRACTICALLY IN BRAZOS
 BM0582'STREET, AND PROBABLY HIDDEN IN SHRUBBERY.  ABOUT 14 1/2 FEET NORTH OF
 BM0582'THE COPPER BOLT STANDS A BRICK AND CEMENT PIER, WHICH IN 1911 STOOD IN
 BM0582'THE MIDDLE OF A LARGE FLOWER BED.
 BM0582
 BM0582                          STATION RECOVERY (1983)
 BM0582
 BM0582'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0582'STATION RECOVERED GOOD.  THE CAPITOL GREENHOUSE NO LONGER
 BM0582'EXISTS.  IT IS LOCATED ABOUT 40 FEET EAST OF THE AUSTIN LONGITUDE
 BM0582'STATION, AND AS OTHERWISE DESCRIBED BY 1935 RECOVERY.
 BM0582
 BM0582                          STATION RECOVERY (1990)
 BM0582
 BM0582'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0582'RECOVERED IN GOOD CONDITION.
 BM0582
 BM0582                          STATION RECOVERY (2002)
 BM0582
 BM0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 BM0582'RECOVERED IN GOOD CONDITION.
 BM0582
 BM0582                          STATION RECOVERY (2002)
 BM0582
 BM0582'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 BM0582'RECOVERED IN GOOD CONDITION.
 BM0582
 BM0582                          STATION RECOVERY (2005)
 BM0582
 BM0582'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHG)
 BM0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1305 ***********************************************************************
 AH1305  DESIGNATION -  NORTH ONE OF TWIN WINDMILLS
 AH1305  PID         -  AH1305
 AH1305  STATE/COUNTY-  TX/KLEBERG
 AH1305  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH1305
 AH1305                         *CURRENT SURVEY CONTROL
 AH1305  ___________________________________________________________________
 AH1305* NAD 83(1993)-  27 30 54.61757(N)    097 22 47.85460(W)     ADJUSTED  
 AH1305* NAVD 88     -                                                        
 AH1305  ___________________________________________________________________
 AH1305  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1305  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH1305
 AH1305  HORZ ORDER  -  THIRD
 AH1305
 AH1305.The horizontal coordinates were established by classical geodetic methods
 AH1305.and adjusted by the National Geodetic Survey in February 1996..
 AH1305
 AH1305
 AH1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1305
 AH1305.The geoid height was determined by GEOID03.
 AH1305
 AH1305;                    North         East     Units Scale Factor Converg.
 AH1305;SPC TX S     - 5,205,292.607   410,649.750   MT  0.99993490   +0 30 30.6
 AH1305;SPC TX S     -17,077,697.49  1,347,273.39   sFT  0.99993490   +0 30 30.6
 AH1305;UTM  14      - 3,044,542.555   660,005.984   MT  0.99991603   +0 44 54.9
 AH1305
 AH1305                          SUPERSEDED SURVEY CONTROL
 AH1305
 AH1305  NAD 83(1986)-  27 30 54.62953(N)    097 22 47.83012(W) AD(       ) 4
 AH1305  NAD 27      -  27 30 53.49000(N)    097 22 46.82000(W) AD(       ) 3
 AH1305
 AH1305.Superseded values are not recommended for survey control.
 AH1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1305.See file dsdata.txt to determine how the superseded data were derived.
 AH1305
 AH1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6000644543(NAD 83)
 AH1305_MARKER: 66 = WINDMILL
 AH1305
 AH1305  HISTORY     - Date     Condition        Report By
 AH1305  HISTORY     - 1912     FIRST OBSERVED   CGS
 AH1305
 AH1305                          STATION DESCRIPTION
 AH1305
 AH1305'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0463 ***********************************************************************
 BQ0463  DESIGNATION -  NORTH RIM
 BQ0463  PID         -  BQ0463
 BQ0463  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0463  USGS QUAD   -  NINETYSIX RANCH (1972)
 BQ0463
 BQ0463                         *CURRENT SURVEY CONTROL
 BQ0463  ___________________________________________________________________
 BQ0463* NAD 83(1993)-  30 41 29.92435(N)    104 45 58.63872(W)     ADJUSTED  
 BQ0463* NAVD 88     -      1529.     (meters)    5016.     (feet)  SCALED    
 BQ0463  ___________________________________________________________________
 BQ0463  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 BQ0463  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 BQ0463
 BQ0463  HORZ ORDER  -  FIRST
 BQ0463
 BQ0463.The horizontal coordinates were established by classical geodetic methods
 BQ0463.and adjusted by the National Geodetic Survey in February 1996..
 BQ0463
 BQ0463.The orthometric height was scaled from a topographic map.
 BQ0463
 BQ0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0463
 BQ0463.The geoid height was determined by GEOID03.
 BQ0463
 BQ0463;                    North         East     Units Scale Factor Converg.
 BQ0463;SPC TX C     - 3,122,084.785   275,434.174   MT  0.99989627   -2 16 59.6
 BQ0463;SPC TX C     -10,243,039.83    903,653.62   sFT  0.99989627   -2 16 59.6
 BQ0463;SPC TXSC     - 4,330,424.568    47,675.371   MT  1.00014351   -2 49 29.9
 BQ0463;SPC TXSC     -14,207,401.27    156,414.95   sFT  1.00014351   -2 49 29.9
 BQ0463;UTM  13      - 3,395,452.643   522,383.013   MT  0.99960618   +0 07 09.4
 BQ0463
 BQ0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0463!SPC TX C     -   0.99976361  x   0.99989627  =   0.99965990
 BQ0463!SPC TXSC     -   0.99976361  x   1.00014351  =   0.99990709
 BQ0463!UTM  13      -   0.99976361  x   0.99960618  =   0.99936988
 BQ0463
 BQ0463|---------------------------------------------------------------------|
 BQ0463| PID    Reference Object                     Distance      Geod. Az  |
 BQ0463|                                                           dddmmss.s |
 BQ0463| CH9171 NORTH RIM RM 1                       14.301 METERS 00826     |
 BQ0463| CH9172 NORTH RIM RM 2                       23.223 METERS 13913     |
 BQ0463| BQ0462 CHIMNEY SHAPED PEAK                 APPROX. 1.8 KM 3165526.0 |
 BQ0463| CH9170 NORTH RIM AZ MK                                    3221822.5 |
 BQ0463|---------------------------------------------------------------------|
 BQ0463
 BQ0463                          SUPERSEDED SURVEY CONTROL
 BQ0463
 BQ0463  NAD 83(1986)-  30 41 29.92621(N)    104 45 58.63817(W) AD(       ) 1
 BQ0463  NAD 27      -  30 41 29.41400(N)    104 45 56.88700(W) AD(       ) 1
 BQ0463
 BQ0463.Superseded values are not recommended for survey control.
 BQ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0463.See file dsdata.txt to determine how the superseded data were derived.
 BQ0463
 BQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP2238395453(NAD 83)
 BQ0463_MARKER: DS = TRIANGULATION STATION DISK
 BQ0463_SETTING: 80 = SET IN A BOULDER
 BQ0463_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BQ0463
 BQ0463  HISTORY     - Date     Condition        Report By
 BQ0463  HISTORY     - 1934     MONUMENTED       CGS
 BQ0463
 BQ0463                          STATION DESCRIPTION
 BQ0463
 BQ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0463'ABOUT 24 MILES SOUTH OF VAN HORN AND ABOUT 5 MILES WEST OF
 BQ0463'CHISPA SECTION HOUSE, A STATION ON THE SOUTHERN PACIFIC
 BQ0463'RAILROAD, ON THE HIGHEST POINT AT THE NORTH END OF THE TIERRA
 BQ0463'VIEJA MOUNTAINS, AT THE NORTH END OF WHAT IS LOCALLY KNOWN
 BQ0463'AS THE RIM, ABOUT 1-1/2 MILES SOUTH OF THE ROAD IN THE PASS
 BQ0463'BETWEEN THE TIERRA VIEJA AND THE VAN HORN MOUNTAINS, ABOUT
 BQ0463'ABOUT 1/4 MILE NORTHWEST OF A PROMINENT BLACK PINNACLE
 BQ0463'ROCK, ABOUT 50 YARDS SOUTHWEST OF A FENCE RUNNING NORTHWEST
 BQ0463'AND SOUTHEAST, ABOUT 14 FEET EAST OF EDGE OF RIM AND SET
 BQ0463'IN A BOULDER FLUSH WITH THE GROUND.
 BQ0463'
 BQ0463'TO REACH FROM CHISPA SECTION HOUSE ON THE SOUTHERN PACIFIC
 BQ0463'RAILROAD, GO NORTHWEST 1.0 MILE ON U.S. HIGHWAY 90 TO A PLAIN
 BQ0463'GRADED ROAD TO THE LEFT, TURN LEFT (SOUTHWEST) ON PLAIN GRADED
 BQ0463'ROAD (FIRST TANGENT OF THIS ROAD HEADS FOR THE STATION) GO
 BQ0463'0.5 MILE AND CROSS A WOODEN BRIDGE VISIBLE FROM U.S. HIGHWAY 90,
 BQ0463'CONTINUE 1.3 MILES ON ROAD TOWARD PASS AT THE NORTH END OF THE
 BQ0463'TIERRA VIEJA MOUNTAINS.  AT THIS POINT, THE POINT ON WHICH THE
 BQ0463'STATION IS LOCATED IS PASSING BEHING A 3-PEAKED HILL IN THE
 BQ0463'FOREGROUND.  THE CANYON EAST OF THIS 3-PEAKED HILL IS THE ONE
 BQ0463'TO APPROACH.  CONTINUE ON THE ROAD 1.1 MILES TO A LONE
 BQ0463'WINDMILL AND TANK ON THE RIGHT SIDE OF THE ROAD.  AFTER
 BQ0463'CROSSING ROCK CULVERT JUST SOUTH OF THE WINDMILL TURN LEFT
 BQ0463'AND GO 1.6 MILES ACROSS COUNTRY TO MOUTH OF CANYON EAST OF
 BQ0463'THE 3-PEAKED HILL.  KEEP WELL TO THE RIGHT IN GOING OVER
 BQ0463'THIS GRASS COVERED COUNTRY TO AVOID SUDDEN DEEP GULCHES.  END OF
 BQ0463'TRUCK TRAVEL AT THE MOUTH OF THE CANYON.  FROM THIS POINT
 BQ0463'PACK UP CANYON ABOUT 1/2 MILE TO FORKS, TAKE LEFT FORK AND
 BQ0463'GO UP CANYON TO HIGH GROUND AND STATION AT ITS HEAD.  THERE
 BQ0463'IS A FENCE ON THE HIGH GROUND NEAR THE STATION THAT IS
 BQ0463'VISIBLE FROM THE BOTTOM OF THE CANYON JUST BEFORE THE
 BQ0463'STEEP CLIMB TO THE STATION IS MADE.  ABOUT AN HOUR PACK WITH
 BQ0463'A HEAVY LOAD.
 BQ0463'
 BQ0463'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BQ0463'DISKS SET IN BOULDERS AS DESCRIBED.
 BQ0463'UNDERGROUND MARK IS A STANDARD BRONZE DISK
 BQ0463'SET IN CONCRETE.
 BQ0463'
 BQ0463'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND IS FLUSH
 BQ0463'WITH THE GROUND.
 BQ0463'
 BQ0463'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 2 FEET EAST
 BQ0463'OF THE EDGE OF THE RIM, PROJECTING 4 INCHES.
 BQ0463'
 BQ0463'AZIMUTH MARK IS FLUSH WITH THE GROUND, NORTHWEST OF THE
 BQ0463'STATION, IN THE PASS BETWEEN THE TIERRA VIEJA AND THE VAN HORN
 BQ0463'MOUNTAINS, ON A SMALL HUMP 100 FEET SOUTH OF THE ROAD IN
 BQ0463'THE PASS.  IT IS ABOUT 2.4 MILES WEST ALONG THE ROAD FROM A
 BQ0463'LONE WINDMILL, ON THE NORTH SIDE OF THE ROAD, WHICH POINT
 BQ0463'IS 3.8 MILES SOUTHWEST OF U.S. HIGHWAY 90.
 BQ0463'
 BQ0463'A 4-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5753 ***********************************************************************
 AW5753  DESIGNATION -  NORTH WEST BEND 1861
 AW5753  PID         -  AW5753
 AW5753  STATE/COUNTY-  TX/CHAMBERS
 AW5753  USGS QUAD   -  HIGH ISLAND (1994)
 AW5753
 AW5753                         *CURRENT SURVEY CONTROL
 AW5753  ___________________________________________________________________
 AW5753* NAD 83(1993)-  29 34 40.18020(N)    094 25 03.33088(W)     ADJUSTED  
 AW5753* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5753  ___________________________________________________________________
 AW5753  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW5753  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW5753
 AW5753  HORZ ORDER  -  SECOND
 AW5753
 AW5753.The horizontal coordinates were established by classical geodetic methods
 AW5753.and adjusted by the National Geodetic Survey in February 1996..
 AW5753
 AW5753.The orthometric height was scaled from a topographic map.
 AW5753
 AW5753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5753
 AW5753.The geoid height was determined by GEOID03.
 AW5753
 AW5753;                    North         East     Units Scale Factor Converg.
 AW5753;SPC TXSC     - 4,202,032.758 1,043,828.604   MT  0.99987220   +2 14 41.9
 AW5753;SPC TXSC     -13,786,169.14  3,424,627.68   sFT  0.99987220   +2 14 41.9
 AW5753;UTM  15      - 3,272,845.292   362,694.313   MT  0.99983262   -0 41 59.4
 AW5753
 AW5753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5753!SPC TXSC     -   1.00000407  x   0.99987220  =   0.99987627
 AW5753!UTM  15      -   1.00000407  x   0.99983262  =   0.99983669
 AW5753
 AW5753:                Primary Azimuth Mark                     Grid Az
 AW5753:SPC TXSC     -  H USE 1926                               206 04 12.4
 AW5753:UTM  15      -  H USE 1926                               209 00 53.7
 AW5753
 AW5753|---------------------------------------------------------------------|
 AW5753| PID    Reference Object                     Distance      Geod. Az  |
 AW5753|                                                           dddmmss.s |
 AW5753| AW5756 H USE 1926                          APPROX. 4.3 KM 2081854.3 |
 AW5753|---------------------------------------------------------------------|
 AW5753
 AW5753                          SUPERSEDED SURVEY CONTROL
 AW5753
 AW5753  NAD 83(1993)-  29 34 40.18238(N)    094 25 03.32964(W) AD(       ) 2
 AW5753  NAD 83(1986)-  29 34 40.20003(N)    094 25 03.31075(W) AD(       ) 2
 AW5753  NAD 27      -  29 34 39.37300(N)    094 25 02.61600(W) AD(       ) 2
 AW5753
 AW5753.Superseded values are not recommended for survey control.
 AW5753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5753.See file dsdata.txt to determine how the superseded data were derived.
 AW5753
 AW5753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6269472845(NAD 83)
 AW5753_MARKER: DS = TRIANGULATION STATION DISK
 AW5753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW5753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5753+STABILITY: SURFACE MOTION
 AW5753
 AW5753  HISTORY     - Date     Condition        Report By
 AW5753  HISTORY     - 1861     MONUMENTED       CGS
 AW5753  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AW5753  HISTORY     - 1947     GOOD             CGS
 AW5753  HISTORY     - 1960     GOOD             CGS
 AW5753
 AW5753                          STATION DESCRIPTION
 AW5753
 AW5753'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AW5753'STATION IS 1 MILE NW OF HIGH ISLAND, ON W SIDE AND ABOUT 6
 AW5753'MILES FROM MOUTH OF EAST BAY BAYOU, NEAR SECOND BEND ABOVE
 AW5753'HIGH ISLAND, ABOUT 1-1/2 MILES NW OF HIGH ISLAND RAILROAD
 AW5753'STATION, ON MARSHY GROUND, 240 METERS (787 FEET) SE TO N
 AW5753'BANK OF INTRACOSTAL CANAL, 50 METERS (164 FEET) SE TO 2-FOOT
 AW5753'BANK AT EDGE OF DREDGE DUMP, 15 METERS (49 FEET) NNE TO RIGHT
 AW5753'BANK OF BAYOU.
 AW5753'
 AW5753'SURFACE MARK, AN IRON PIPE, WAS REPLACED IN 1931 WITH A
 AW5753'BRONZE STATION DISK IN CONCRETE, PROJECTING
 AW5753'1 FOOT ABOVE GROUND.  UNDERGROUND MARK IS A 2-GALLON JAR
 AW5753'FILLED WITH CEMENT AND BURIED 3 FEET BELOW THE GROUND.
 AW5753'
 AW5753'IN 1931 TWO NEW REFERENCE MARKS WERE ESTABLISHED.  THEY ARE
 AW5753'BRONZE DISKS SET IN CONCRETE, FLUSH WITH GROUND.
 AW5753'
 AW5753'REFERENCE MARK 1 IS ABOUT 88 FEET S OF EDGE OF BANK, 153.36
 AW5753'FEET SE OF STATION, AND S 43 DEG 46 MIN W TO RIGHT OF HIGH ISLAND
 AW5753'CHURCH STEEPLE.
 AW5753'
 AW5753'REFERENCE MARK 2 IS 100 FEET S OF EDGE OF BANK, 112.52 FEET
 AW5753'W OF STATION, AND N 19 DEG 21 MIN W TO RIGHT OF HIGH ISLAND,
 AW5753'CHURCH STEEPLE.
 AW5753'
 AW5753'BEARING FROM STATION TO CHIMNEY OF SMALL HOUSE ON HIGH ISLAND
 AW5753'IS S 49 DEG 18 MIN E.  AND TO SW END OF LOWER CLUMP OF TREES,
 AW5753'S 43 DEG 18 MIN E.
 AW5753'
 AW5753'TO REACH STATION FROM HIGH ISLAND, GO 1/2 MILE TO LANDING,
 AW5753'CROSS BAYOU, TURN RIGHT AND FOLLOW BAYOU TO SECOND BEND AND
 AW5753'STATION SITE 14 FEET FROM EDGE OF BANK, AND ABOUT 2-1/2 FEET
 AW5753'ABOVE MEAN LOW WATER LEVEL.
 AW5753
 AW5753                          STATION RECOVERY (1947)
 AW5753
 AW5753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5753'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 AW5753'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND AS THE MARSH
 AW5753'WAS FLOODED AT THE TIME THE MARKS WERE SEARCHED FOR.  THE STATION
 AW5753'IS STAMPED NORTHWEST BEND 1900 1931.
 AW5753
 AW5753                          STATION RECOVERY (1960)
 AW5753
 AW5753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5753'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 AW5753'COULD NOT BE FOUND.  THE MARSH IS SOFT AND THE R.M.S HAVE
 AW5753'PROBABLY SUNK INTO THE MARSH.
 AW5753'
 AW5753'THE 1933 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING CHANGES.
 AW5753'
 AW5753'(1) THE STATION MARK IS STAMPED NORTH WEST BEND 1900-1931 AND THE
 AW5753'MONUMENT IS FLUSH WITH THE GROUND.
 AW5753'
 AW5753'(2) THERE IS A 10 FOOT STAND IN PLACE OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4835 ***********************************************************************
 AW4835  DESIGNATION -  NORTHEAST 2250
 AW4835  PID         -  AW4835
 AW4835  STATE/COUNTY-  TX/HARRIS
 AW4835  USGS QUAD   -  SETTEGAST (1995)
 AW4835
 AW4835                         *CURRENT SURVEY CONTROL
 AW4835  ___________________________________________________________________
 AW4835* NAD 83(1986)-  29 47 28.     (N)    095 20 03.     (W)     SCALED    
 AW4835* NAVD 88     -        15.016  (meters)      49.27   (feet)  ADJUSTED  
 AW4835  ___________________________________________________________________
 AW4835  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW4835  DYNAMIC HT  -          14.995 (meters)      49.20  (feet)  COMP
 AW4835  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AW4835
 AW4835  VERT ORDER  -  FIRST     CLASS II
 AW4835
 AW4835.The horizontal coordinates were scaled from a topographic map and have
 AW4835.an estimated accuracy of +/- 6 seconds.
 AW4835
 AW4835.The orthometric height was determined by differential leveling
 AW4835.and adjusted by the National Geodetic Survey in June 1991..
 AW4835
 AW4835.The geoid height was determined by GEOID03.
 AW4835
 AW4835.The dynamic height is computed by dividing the NAVD 88
 AW4835.geopotential number by the normal gravity value computed on the
 AW4835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4835.degrees latitude (g = 980.6199 gals.).
 AW4835
 AW4835.The modeled gravity was interpolated from observed gravity values.
 AW4835
 AW4835;                    North         East    Units  Estimated Accuracy
 AW4835;SPC TXSC     - 4,222,530.      954,350.      MT  (+/- 180 meters Scaled)
 AW4835
 AW4835                          SUPERSEDED SURVEY CONTROL
 AW4835
 AW4835  NGVD 29 (12/23/87)   15.012  (m)           49.25   (f) ADJUSTED    1 2
 AW4835
 AW4835.Superseded values are not recommended for survey control.
 AW4835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4835.See file dsdata.txt to determine how the superseded data were derived.
 AW4835
 AW4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN743979(NAD 83)
 AW4835_MARKER: X = CHISELED CROSS
 AW4835_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW4835_SP_SET: GALVANIZED STEEL PIPE
 AW4835_MARK LOGO: USGS  
 AW4835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW4835+STABILITY: POSITION/ELEVATION WELL
 AW4835
 AW4835  HISTORY     - Date     Condition        Report By
 AW4835  HISTORY     - 1980     MONUMENTED       USGS
 AW4835  HISTORY     - 1983     GOOD             NGS
 AW4835  HISTORY     - 1986     GOOD             NGS
 AW4835  HISTORY     - 19960921 GOOD             USPSQD
 AW4835
 AW4835                          STATION DESCRIPTION
 AW4835
 AW4835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4835'1.2 KM (0.75 MI) ESE FROM HOUSTON.
 AW4835'0.6 KM (0.4 MI) EAST ALONG COLLINGSWORTH STREET FROM THE U.S. HIGHWAY
 AW4835'59 OVERPASS IN NORTHEAST HOUSTON, THENCE 0.3 KM (0.2 MI) SOUTH ON LINN
 AW4835'AND GREGG STREET TO THE INTERSECTION OF ROLAND AND GREGG STREET AND
 AW4835'THE WEST ENTRANCE TO THE CITY OF HOUSTON NORTHEAST PUMPING STATION,
 AW4835'THENCE 0.2 KM (0.15 MI) EAST ALONG A SHELL AND CONCRETE DRIVEWAY TO
 AW4835'THE EAST END OF THE PUMPING STATION BUILDING.  NOTE, THE POINT LEVELED
 AW4835'TO WAS A CHISELED CROSS 0.25 METERS (0.82 FT) BELOW THE TOP OF A
 AW4835'COUPLING ON A 2-INCH PIPE THAT IS PROTECTED BY A 6-INCH PIPE AND IS
 AW4835'INSIDE A SMALL METAL BUILDING MAINTAINED AND PROTECTED BY USGS, THE
 AW4835'PIPE IS UNSTAMPED, 37.95 METERS (124.5 FT) EAST-NORTHEAST OF THE
 AW4835'NORTHEAST CORNER OF THE PUMPING STATION BUILDING, 53.49 METERS
 AW4835'(175.5 FT) NORTH OF THE EAST-WEST SECURITY FENCE AROUND THE PUMPING
 AW4835'STATION, AND 8.84 METERS (29.0 FT) WEST OF THE NORTH-SOUTH SECURITY
 AW4835'FENCE.  THE PIPE WAS DRIVEN TO A DEPTH OF 2250 FEET.
 AW4835
 AW4835                          STATION RECOVERY (1986)
 AW4835
 AW4835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4835'RECOVERED IN GOOD CONDITION.
 AW4835
 AW4835                          STATION RECOVERY (1996)
 AW4835
 AW4835'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9859 ***********************************************************************
 AA9859  DESIGNATION -  NORTHEAST 2250 CORS L1 PHS CTR
 AA9859  PID         -  AA9859
 AA9859  STATE/COUNTY-  TX/HARRIS
 AA9859  USGS QUAD   -  SETTEGAST (1995)
 AA9859
 AA9859                         *CURRENT SURVEY CONTROL
 AA9859  ___________________________________________________________________
 AA9859* NAD 83(1993)-  29 47 28.14303(N)    095 20 03.16516(W)     ADJUSTED  
 AA9859* NAVD 88     -        18.143  (meters)      59.52   (feet)  ADJUSTED  
 AA9859  ___________________________________________________________________
 AA9859  X           -    -515,007.134 (meters)                     COMP
 AA9859  Y           -  -5,515,796.865 (meters)                     COMP
 AA9859  Z           -   3,150,298.720 (meters)                     COMP
 AA9859  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA9859  ELLIP HEIGHT-          -9.15  (meters)          (10/23/00) GPS OBS
 AA9859  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA9859  DYNAMIC HT  -          18.119 (meters)      59.45  (feet)  COMP
 AA9859  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AA9859
 AA9859  HORZ ORDER  -  FIRST
 AA9859  VERT ORDER  -  FIRST     CLASS II
 AA9859  ELLP ORDER  -  FOURTH    CLASS II
 AA9859
 AA9859.The horizontal coordinates were established by GPS observations
 AA9859.and adjusted by the National Geodetic Survey in October 1996..
 AA9859
 AA9859.The orthometric height was determined by differential leveling
 AA9859.and adjusted by the National Geodetic Survey in September 1996..
 AA9859
 AA9859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9859
 AA9859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9859
 AA9859.The ellipsoidal height was determined by GPS observations
 AA9859.and is referenced to NAD 83.
 AA9859
 AA9859.The geoid height was determined by GEOID03.
 AA9859
 AA9859.The dynamic height is computed by dividing the NAVD 88
 AA9859.geopotential number by the normal gravity value computed on the
 AA9859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9859.degrees latitude (g = 980.6199 gals.).
 AA9859
 AA9859.The modeled gravity was interpolated from observed gravity values.
 AA9859
 AA9859;                    North         East     Units Scale Factor Converg.
 AA9859;SPC TXSC     - 4,222,533.803   954,341.158   MT  0.99989484   +1 47 45.3
 AA9859;SPC TXSC     -13,853,429.65  3,131,034.28   sFT  0.99989484   +1 47 45.3
 AA9859;UTM  15      - 3,297,927.853   274,368.864   MT  1.00022817   -1 09 36.8
 AA9859
 AA9859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9859!SPC TXSC     -   1.00000144  x   0.99989484  =   0.99989628
 AA9859!UTM  15      -   1.00000144  x   1.00022817  =   1.00022961
 AA9859
 AA9859|---------------------------------------------------------------------|
 AA9859| PID    Reference Object                     Distance      Geod. Az  |
 AA9859|                                                           dddmmss.s |
 AA9859| AA9856 HGCSD 29 RESET                       25.838 METERS 17856     |
 AA9859|---------------------------------------------------------------------|
 AA9859
 AA9859                          SUPERSEDED SURVEY CONTROL
 AA9859
 AA9859  ELLIP H (10/17/96)   -9.02   (m)                       GP(       ) 3 1
 AA9859  NAVD 88 (10/17/96)   18.14   (m)           59.5    (f) LEVELING    3  
 AA9859
 AA9859.Superseded values are not recommended for survey control.
 AA9859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9859.See file dsdata.txt to determine how the superseded data were derived.
 AA9859
 AA9859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7436997928(NAD 83)
 AA9859_MARK LOGO: NONE  
 AA9859_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9859+STABILITY: POSITION/ELEVATION WELL
 AA9859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9859+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1998
 AA9859
 AA9859  HISTORY     - Date     Condition        Report By
 AA9859  HISTORY     - 1995     FIRST OBSERVED   HGCSD
 AA9859  HISTORY     - 19941118 GOOD             HGCSD
 AA9859  HISTORY     - 19980118 GOOD             NGS
 AA9859  HISTORY     - 19980119 GOOD             NGS
 AA9859
 AA9859                          STATION DESCRIPTION
 AA9859
 AA9859'DESCRIBED BY HARRIS-GALV CO DIST 1995
 AA9859'0.6 KM (0.35 M) EAST ALONG COLLINGSWORTH STREET FROM ITS JUNCTION WITH
 AA9859'HIGHWAY 59 IN NORTHEAST HOUSTON, THENCE 0.3 KM (0.2 MI) SOUTH ALONG
 AA9859'LINN STREET, THENCE 0.3 KM (0.2 MI) EAST ALONG A CONCRETE DRIVEWAY TO
 AA9859'THE EAST END OF THE CITY OF HOUSTON NORTHEAST PUMPING STATION, A 2
 AA9859'INCH PIPE PROTECTED BY A 6 INCH PIPE INSIDE A SMALL METAL BUILDING
 AA9859'MAINTAINED BY USGS, MARK BEING THE PHASE CENTER OF THE GPS ANTENNA
 AA9859'MOUNTED ON THE 2 INCH PIPE, WHICH IS USED FOR BENCH MARK NORTHEAST
 AA9859'2250 RESET, 8.8 M (28.9 FT) WEST OF A FENCE, 37.9 (124.3 FT)
 AA9859'EAST-NORTHEAST OF NORTHEAST CORNER OF PUMPING STATION, 14.1 M (46.3
 AA9859'FT) NORTH OF THE NORTHERLY OF 4 PIEZOMETERS.  25.1 M (82.3 FT)
 AA9859'SOUTHEAST OF A VALVE ON THE SOUTH FACE OF A WATER TANK.
 AA9859
 AA9859                          STATION RECOVERY (1994)
 AA9859
 AA9859'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AA9859'1.2 KM (0.75 MI) SE FROM HOUSTON. 0.6 KM (0.35 MI) EAST ALONG
 AA9859'COLLINGSWORTH STREET FROM ITS JUNCTION WITH U.S. HIGHWAY 59 IN
 AA9859'NORTHEAST HOUSTON, THENCE 0.3 KM (0.2 MI) SOUTH ALONG LINN STREET,
 AA9859'THENCE 0.3 KM (0.2 MI) EAST ALONG A CONCRETE DRIVEWAY TO THE EAST END
 AA9859'OF THE CITY OF HOUSTON NORTHEAST PUMPING STATION, THE CENTER OF A 1/16
 AA9859'INCH DRILL HOLE 1 INCH BELOW THE TOP OF THE COLLAR OF A 2 INCH PIPE
 AA9859'PROTECTED BY A 6 INCH PIPE INSIDE A SMALL METAL BUILDING MAINTAINED BY
 AA9859'THE UNITED STATES GEOLOGICAL SURVEY, 53.5 M (175.5 FT) NORTH OF A
 AA9859'FENCE, 37.9 M (124.3 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 AA9859'PUMPING STATION, AND 8.8 M (28.9 FT) WEST OF A FENCE. THIS MARK IS THE
 AA9859'PHASE CENTER OF THE ANTENNA THAT IS ON TOP OF THE PIPE FOR NORTHEAST
 AA9859'2250 USGS 1986
 AA9859
 AA9859                          STATION RECOVERY (1998)
 AA9859
 AA9859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA9859'THE STATION IS THE L1 PHASE CENTER OF A TRIMBLE 4000ST/SST ANTENNA,
 AA9859'SERIAL 3305A67505.
 AA9859
 AA9859                          STATION RECOVERY (1998)
 AA9859
 AA9859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA9859'THE STATION IS THE L1 PHASE CENTER OF A TRIMBLE 4000ST/SST ANTENNA,
 AA9859'SERIAL 3305A67505.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8805 ***********************************************************************
 AJ8805  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8805  DESIGNATION -  NORTHEAST 2250 CORS ARP
 AJ8805  CORS_ID     -  NETP
 AJ8805  PID         -  AJ8805
 AJ8805  STATE/COUNTY-  TX/HARRIS
 AJ8805  USGS QUAD   -  SETTEGAST (1995)
 AJ8805
 AJ8805                         *CURRENT SURVEY CONTROL
 AJ8805  ___________________________________________________________________
 AJ8805* NAD 83(CORS)-  29 47 28.14293(N)    095 20 03.16517(W)     ADJUSTED  
 AJ8805* NAVD 88     -        18.07   (meters)      59.3    (feet)  LEVELING  
 AJ8805  ___________________________________________________________________
 AJ8805  EPOCH DATE  -        2002.00
 AJ8805  X           -    -515,007.128 (meters)                     COMP
 AJ8805  Y           -  -5,515,796.798 (meters)                     COMP
 AJ8805  Z           -   3,150,298.678 (meters)                     COMP
 AJ8805  ELLIP HEIGHT-          -9.23  (meters)          (04/??/02) GPS OBS
 AJ8805  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ8805
 AJ8805  HORZ ORDER  -  SPECIAL (CORS)
 AJ8805  VERT ORDER  -  THIRD ?
 AJ8805  ELLP ORDER  -  SPECIAL (CORS)
 AJ8805
 AJ8805.ITRF positions are available for this station.
 AJ8805.The coordinates were established by GPS observations
 AJ8805.and adjusted by the National Geodetic Survey in April 2002..
 AJ8805.The coordinates are valid at the epoch date displayed above.
 AJ8805.The epoch date for horizontal control is a decimal equivalence
 AJ8805.of Year/Month/Day.
 AJ8805
 AJ8805.The orthometric height was determined by differential leveling.
 AJ8805.The vertical network tie was performed by a horz. field party for horz.
 AJ8805.obs reductions. Reset procedures were used to establish the elevation.
 AJ8805
 AJ8805.The PID for the CORS L1 Phase Center is AJ8806.
 AJ8805
 AJ8805.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8805
 AJ8805.The ellipsoidal height was determined by GPS observations
 AJ8805.and is referenced to NAD 83.
 AJ8805
 AJ8805.The geoid height was determined by GEOID03.
 AJ8805
 AJ8805;                    North         East     Units Scale Factor Converg.
 AJ8805;SPC TXSC     - 4,222,533.800   954,341.158   MT  0.99989484   +1 47 45.3
 AJ8805;SPC TXSC     -13,853,429.64  3,131,034.28   sFT  0.99989484   +1 47 45.3
 AJ8805
 AJ8805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8805!SPC TXSC     -   1.00000145  x   0.99989484  =   0.99989629
 AJ8805
 AJ8805                          SUPERSEDED SURVEY CONTROL
 AJ8805
 AJ8805.No superseded survey control is available for this station.
 AJ8805
 AJ8805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7436997928(NAD 83)
 AJ8805_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ8805
 AJ8805                          STATION DESCRIPTION
 AJ8805
 AJ8805'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ8805'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8805'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8805'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8805'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8805'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8806 ***********************************************************************
 AJ8806  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8806  DESIGNATION -  NORTHEAST 2250 CORS L1 PHASE CENTER
 AJ8806  CORS_ID     -  NETP
 AJ8806  PID         -  AJ8806
 AJ8806  STATE/COUNTY-  TX/HARRIS
 AJ8806  USGS QUAD   -  SETTEGAST (1995)
 AJ8806
 AJ8806                         *CURRENT SURVEY CONTROL
 AJ8806  ___________________________________________________________________
 AJ8806* NAD 83(CORS)-  29 47 28.14297(N)    095 20 03.16515(W)     ADJUSTED  
 AJ8806* NAVD 88     -                                                        
 AJ8806  ___________________________________________________________________
 AJ8806  EPOCH DATE  -        2002.00
 AJ8806  X           -    -515,007.136 (meters)                     COMP
 AJ8806  Y           -  -5,515,796.892 (meters)                     COMP
 AJ8806  Z           -   3,150,298.733 (meters)                     COMP
 AJ8806  ELLIP HEIGHT-          -9.12  (meters)          (04/??/02) GPS OBS
 AJ8806  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ8806
 AJ8806  HORZ ORDER  -  SPECIAL (CORS)
 AJ8806  ELLP ORDER  -  SPECIAL (CORS)
 AJ8806
 AJ8806.ITRF positions are available for this station.
 AJ8806.The coordinates were established by GPS observations
 AJ8806.and adjusted by the National Geodetic Survey in April 2002..
 AJ8806.The coordinates are valid at the epoch date displayed above.
 AJ8806.The epoch date for horizontal control is a decimal equivalence
 AJ8806.of Year/Month/Day.
 AJ8806
 AJ8806
 AJ8806.The PID for the CORS ARP is AJ8805.
 AJ8806
 AJ8806.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8806
 AJ8806.The ellipsoidal height was determined by GPS observations
 AJ8806.and is referenced to NAD 83.
 AJ8806
 AJ8806.The geoid height was determined by GEOID03.
 AJ8806
 AJ8806;                    North         East     Units Scale Factor Converg.
 AJ8806;SPC TXSC     - 4,222,533.801   954,341.159   MT  0.99989484   +1 47 45.3
 AJ8806;SPC TXSC     -13,853,429.65  3,131,034.29   sFT  0.99989484   +1 47 45.3
 AJ8806
 AJ8806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8806!SPC TXSC     -   1.00000143  x   0.99989484  =   0.99989627
 AJ8806
 AJ8806                          SUPERSEDED SURVEY CONTROL
 AJ8806
 AJ8806.No superseded survey control is available for this station.
 AJ8806
 AJ8806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7436997928(NAD 83)
 AJ8806_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ8806
 AJ8806                          STATION DESCRIPTION
 AJ8806
 AJ8806'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ8806'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8806'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8806'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8806'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8806'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5561 ***********************************************************************
 AW5561  DESIGNATION -  NORTHEAST 2250 RESET
 AW5561  PID         -  AW5561
 AW5561  STATE/COUNTY-  TX/HARRIS
 AW5561  USGS QUAD   -  SETTEGAST (1995)
 AW5561
 AW5561                         *CURRENT SURVEY CONTROL
 AW5561  ___________________________________________________________________
 AW5561* NAD 83(1986)-  29 47 28.     (N)    095 20 03.     (W)     SCALED    
 AW5561* NAVD 88     -        15.141  (meters)      49.68   (feet)  ADJUSTED  
 AW5561  ___________________________________________________________________
 AW5561  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW5561  DYNAMIC HT  -          15.121 (meters)      49.61  (feet)  COMP
 AW5561  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AW5561
 AW5561  VERT ORDER  -  FIRST     CLASS II
 AW5561
 AW5561.The horizontal coordinates were scaled from a topographic map and have
 AW5561.an estimated accuracy of +/- 6 seconds.
 AW5561
 AW5561.The orthometric height was determined by differential leveling
 AW5561.and adjusted by the National Geodetic Survey in June 1991..
 AW5561
 AW5561.The geoid height was determined by GEOID03.
 AW5561
 AW5561.The dynamic height is computed by dividing the NAVD 88
 AW5561.geopotential number by the normal gravity value computed on the
 AW5561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5561.degrees latitude (g = 980.6199 gals.).
 AW5561
 AW5561.The modeled gravity was interpolated from observed gravity values.
 AW5561
 AW5561;                    North         East    Units  Estimated Accuracy
 AW5561;SPC TXSC     - 4,222,530.      954,350.      MT  (+/- 180 meters Scaled)
 AW5561
 AW5561                          SUPERSEDED SURVEY CONTROL
 AW5561
 AW5561  NGVD 29 (12/23/87)   15.138  (m)           49.67   (f) ADJUSTED    1 2
 AW5561
 AW5561.Superseded values are not recommended for survey control.
 AW5561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5561.See file dsdata.txt to determine how the superseded data were derived.
 AW5561
 AW5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN743979(NAD 83)
 AW5561_MARKER: H = DRILL HOLE
 AW5561_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AW5561_SP_SET: GALVANIZED STEEL PIPE
 AW5561_MARK LOGO: NONE  
 AW5561_PROJECTION: PROJECTING 90 CENTIMETERS
 AW5561_MAGNETIC: P = MARKER IS A STEEL PIPE
 AW5561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5561+STABILITY: POSITION/ELEVATION WELL
 AW5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW5561+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW5561_ROD/PIPE-DEPTH: 686  meters
 AW5561
 AW5561  HISTORY     - Date     Condition        Report By
 AW5561  HISTORY     - 1986     MONUMENTED       NGS
 AW5561  HISTORY     - 19941118 GOOD             HGCSD
 AW5561  HISTORY     - 19951007 GOOD             CHANCE
 AW5561  HISTORY     - 19960204 GOOD             NGS
 AW5561  HISTORY     - 19960921 GOOD             USPSQD
 AW5561  HISTORY     - 20001024 GOOD             NGS
 AW5561
 AW5561                          STATION DESCRIPTION
 AW5561
 AW5561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5561'1.2 KM (0.75 MI) SE FROM HOUSTON.
 AW5561'0.6 KM (0.35 MI) EAST ALONG COLLINGSWORTH STREET FROM ITS JUNCTION
 AW5561'WITH U.S. HIGHWAY 59 IN NORTHEAST HOUSTON, THENCE 0.3 KM (0.2 MI)
 AW5561'SOUTH ALONG LINN STREET, THENCE 0.3 KM (0.2 MI) EAST ALONG A CONCRETE
 AW5561'DRIVEWAY TO THE EAST END OF THE CITY OF HOUSTON NORTHEAST PUMPING
 AW5561'STATION, THE CENTER OF A 1/16 INCH DRILL HOLE 1 INCH BELOW THE TOP OF
 AW5561'THE COLLAR OF A 2 INCH PIPE PROTECTED BY A 6 INCH PIPE INSIDE A SMALL
 AW5561'METAL BUILDING MAINTAINED BY THE UNITED STATES GEOLOGICAL SURVEY, 53.5
 AW5561'M (175.5 FT) NORTH OF A FENCE, 37.9 M (124.3 FT) EAST-NORTHEAST OF THE
 AW5561'NORTHEAST CORNER OF THE PUMPING STATION, AND 8.8 M (28.9 FT) WEST OF A
 AW5561'FENCE.
 AW5561'THE MARK IS 0.9 M ABOVE THE GROUND.
 AW5561
 AW5561                          STATION RECOVERY (1994)
 AW5561
 AW5561'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5561'YRECOVERED AS DESCRIBED.
 AW5561
 AW5561                          STATION RECOVERY (1995)
 AW5561
 AW5561'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5561'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5561'ADDITIONAL TIES FOLLOW.  26.2 M (86.0 FT) NORTH OF HGCSD 29 RESET
 AW5561'CONTROL MONUMENT.  14.1 M (46.3 FT) NORTH OF THE NORTHERLY OF 4
 AW5561'PIEZOMETERS.  25.1 M (82.3 FT) SOUTHEAST OF A VALVE ON THE SOUTH FACE
 AW5561'OF A WATER TANK.
 AW5561
 AW5561                          STATION RECOVERY (1996)
 AW5561
 AW5561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5561'IN HOUSTON, ON THE PROPERTY OF THE HOUSTON NORTHEAST PUMPING STATION
 AW5561'AT 3400 STAPLES STREET, THE DATUM POINT IS A 1/16-INCH DRILL HOLE IN A
 AW5561'2-INCH PIPE THAT IS ENCASED IN A 6-INCH PIPE, IT IS 1-INCH BELOW A
 AW5561'2-INCH PIPE COLLAR AND IS ENCLOSED IN A SMALL BUILDING, 37.9 M (124.3
 AW5561'FT) EAST OF THE NORTHEAST CORNER OF THE PUMPING STATION BUILDING, 28.9
 AW5561'M (94.8 FT) WEST OF A PERIMETER FENCE, 26.2 M (86.0 FT) NORTH OF BENCH
 AW5561'MARK HGCSD 29, 14.1 M (46.3 FT) NORTH OF THE MOST NORTHERLY OF 4
 AW5561'STANDPIPES, AND 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE.
 AW5561
 AW5561                          STATION RECOVERY (1996)
 AW5561
 AW5561'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5561'RECOVERED IN GOOD CONDITION.
 AW5561
 AW5561                          STATION RECOVERY (2000)
 AW5561
 AW5561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WMC)
 AW5561'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0969 ***********************************************************************
 GK0969  DESIGNATION -  NORTHEAST CORNER OF TEXAS
 GK0969  PID         -  GK0969
 GK0969  STATE/COUNTY-  TX/LIPSCOMB
 GK0969  USGS QUAD   -  MAGOUN (1972)
 GK0969
 GK0969                         *CURRENT SURVEY CONTROL
 GK0969  ___________________________________________________________________
 GK0969* NAD 83(1993)-  36 29 59.67983(N)    100 00 01.47301(W)     ADJUSTED  
 GK0969* NAVD 88     -       776.08   (+/-2cm)    2546.2    (feet)  VERTCON   
 GK0969  ___________________________________________________________________
 GK0969  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 GK0969  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GK0969
 GK0969  HORZ ORDER  -  SECOND
 GK0969  VERT ORDER  -  THIRD ? (See Below)
 GK0969
 GK0969.The horizontal coordinates were established by classical geodetic methods
 GK0969.and adjusted by the National Geodetic Survey in February 1996..
 GK0969
 GK0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0969.The vertical order pertains to the NGVD 29 superseded value.
 GK0969
 GK0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0969
 GK0969.The geoid height was determined by GEOID03.
 GK0969
 GK0969;                    North         East     Units Scale Factor Converg.
 GK0969;SPC TX N     - 1,278,370.492   334,356.981   MT  1.00008922   +0 52 08.6
 GK0969;SPC TX N     - 4,194,120.52  1,096,969.53   sFT  1.00008922   +0 52 08.6
 GK0969;SPC OK N     -   168,267.933   420,800.392   MT  0.99996219   -1 10 49.9
 GK0969;SPC OK N     -   552,059.04  1,380,575.95   sFT  0.99996219   -1 10 49.9
 GK0969;UTM  14      - 4,039,863.496   410,406.647   MT  0.99969889   -0 35 42.4
 GK0969
 GK0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0969!SPC TX N     -   0.99988261  x   1.00008922  =   0.99997182
 GK0969!SPC OK N     -   0.99988261  x   0.99996219  =   0.99984480
 GK0969!UTM  14      -   0.99988261  x   0.99969889  =   0.99958153
 GK0969
 GK0969|---------------------------------------------------------------------|
 GK0969| PID    Reference Object                     Distance      Geod. Az  |
 GK0969|                                                           dddmmss.s |
 GK0969| CK9503 NE CORNER OF TEXAS RM 1                            17941     |
 GK0969| GK0970 LARKEY                              APPROX. 1.4 KM 2383229.1 |
 GK0969| CK9504 NE CORNER OF TEXAS RM 2              16.230 METERS 28914     |
 GK0969| GK0959 KIDDER MONUMENT GLO 1927             87.469 METERS 31622     |
 GK0969|---------------------------------------------------------------------|
 GK0969
 GK0969                          SUPERSEDED SURVEY CONTROL
 GK0969
 GK0969  NAD 83(1993)-  36 29 59.67983(N)    100 00 01.47301(W) AD(       ) 2
 GK0969  NAD 83(1986)-  36 29 59.68650(N)    100 00 01.46281(W) AD(       ) 2
 GK0969  NAD 27      -  36 29 59.56000(N)    100 00 00.00000(W) AD(       ) 2
 GK0969  NGVD 29 (07/19/86)  775.77   (m)         2545.2    (f) LEVELING    3  
 GK0969
 GK0969.Superseded values are not recommended for survey control.
 GK0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0969.See file dsdata.txt to determine how the superseded data were derived.
 GK0969
 GK0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1040739863(NAD 83)
 GK0969_MARKER: DD = SURVEY DISK
 GK0969_SETTING: 0 = UNSPECIFIED SETTING
 GK0969
 GK0969  HISTORY     - Date     Condition        Report By
 GK0969  HISTORY     - 1931     MONUMENTED       USSC
 GK0969
 GK0969                          STATION DESCRIPTION
 GK0969
 GK0969'DESCRIBED BY US SUPREME COURT 1931 (CIA)
 GK0969'ESTABLISHED BY ORDER OF THE SUPREME COURT OF THE UNITED
 GK0969'STATES IN 1928, AND NOT TO BE CONFUSED WITH STATION OF SIMILAR
 GK0969'NAME DETERMINED IN 1927, WHICH MARKED THE OLD CORNER, NOW
 GK0969'SUPERSEDED.  OLD STATION CALLED OLD NORTHEAST CORNER OF TEXAS
 GK0969'IN THIS REPORT.
 GK0969'
 GK0969'IN 1928 STATION WAS DESCRIBED AS BEING IN THE SW 1/4 SEC. 4,
 GK0969'T 23 N, R 26 W, IN A CULTIVATED FIELD, ABOUT 10 FEET E OF
 GK0969'REMAINS OF OLD FENCE WHICH WAS APPARENTLY ON LINE BETWEEN
 GK0969'SECS. 4 AND 5, ON PROPERTY OWNED BY MRS. FLOSSIE TEATS OF
 GK0969'MANCHESTER, OKLAHOMA, AND RENTED BY PERRY TICE, WHO LIVES 1/4
 GK0969'MILE TO SE.  STATION IS ALSO 1/2 MILE N OF RESIDENCE OF ALPHONSO
 GK0969'A. LARKEY.  IN 1931 IT WAS REPORTED THAT ABOVE-MENTIONED FENCE
 GK0969'HAD BEEN MOVED TO E OF STATION.
 GK0969'
 GK0969'STATION IS MARKED BY A CONCRETE MONUMENT, BASE 30 INCHES
 GK0969'SQUARE SET 24 INCHES IN GROUND AND SURMOUNTED BY A GALVANIZED
 GK0969'IRON FORM 18 INCHES IN DIAMETER AT TOP, 24 INCHES IN DIAMETER
 GK0969'AT BOTTOM, AND 42 INCHES HIGH, FILLED WITH CONCRETE AND EMBEDDED
 GK0969'9 INCHES IN THE BASE, SO THAT TOP OF MONUMENT PROJECTS 33
 GK0969'INCHES ABOVE GROUND.  IN TOP OF MONUMENT IS SET A BRONZE
 GK0969'TABLET INSCRIBED--THE SUPREME COURT OF THE UNITED STATES,
 GK0969'NORTHEAST CORNER OF TEXAS, 1928.  THE DISK IS FURTHER
 GK0969'INSCRIBED WITH THE GEODETIC POSITION OF THE POINT.
 GK0969'
 GK0969'IN 1931 TWO REFERENCE MARKS WERE SET.  THEY ARE STANDARD
 GK0969'BRONZE DISKS SET IN CONCRETE.
 GK0969'
 GK0969'REFERENCE MARK NO. 1 IS W OF THE FENCE ON THE E SIDE OF THE
 GK0969'ROAD, APPROXIMATELY 730 YARDS FROM STATION S 00 DEG 19 MIN E.
 GK0969'
 GK0969'REFERENCE MARK NO. 2 IS 1 FOOT E OF FENCE ON W SIDE OF ROAD,
 GK0969'16.23 METERS (53.2 FEET) FROM STATION N 70 DEG 46 MIN W.
 GK0969'KIDDER MONUMENT (1903) IS 250 FEET FROM STATION N 43 DEG 38 MIN W.
 GK0969'
 GK0969'TO REACH STATION FROM FOLLETT GO N ON MAIN STREET TO END
 GK0969'OF PAVING, THEN E 0.5 MILE, N 3.0 MILES, E 1.0 MILE, N 1.4
 GK0969'MILES, E 0.5 MILE, N 1.0 MILE TO TRUNK HIGHWAY, THENCE ALONG
 GK0969'TRUNK HIGHWAY 5.7 MILES TO TURN TO S.  CONTINUE S 0.5 MILE TO TURN
 GK0969'TO E.  HERE DIM ROAD LEADS S.  FOLLOW DIM ROAD S 0.4 MILE TO
 GK0969'ROAD LEADING E.  TURN E AND GO 0.2 MILE TO TURN TO S.  STATION
 GK0969'IS ABOUT 100 YARDS S OF THIS TURN, ON E SIDE OF ROAD, IN HEAD
 GK0969'OF SMALL WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0971 ***********************************************************************
 GK0971  DESIGNATION -  NORTHEAST CORNER OF TEXAS 1927
 GK0971  PID         -  GK0971
 GK0971  STATE/COUNTY-  TX/LIPSCOMB
 GK0971  USGS QUAD   -  MAGOUN (1972)
 GK0971
 GK0971                         *CURRENT SURVEY CONTROL
 GK0971  ___________________________________________________________________
 GK0971* NAD 83(1993)-  36 29 59.32870(N)    100 00 25.40839(W)     ADJUSTED  
 GK0971* NAVD 88     -       759.     (meters)    2490.     (feet)  SCALED    
 GK0971  ___________________________________________________________________
 GK0971  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 GK0971  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GK0971
 GK0971  HORZ ORDER  -  SECOND
 GK0971
 GK0971.The horizontal coordinates were established by classical geodetic methods
 GK0971.and adjusted by the National Geodetic Survey in February 1996..
 GK0971
 GK0971.The orthometric height was scaled from a topographic map.
 GK0971
 GK0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0971
 GK0971.The geoid height was determined by GEOID03.
 GK0971
 GK0971;                    North         East     Units Scale Factor Converg.
 GK0971;SPC TX N     - 1,278,350.653   333,761.493   MT  1.00008919   +0 51 54.8
 GK0971;SPC TX N     - 4,194,055.43  1,095,015.83   sFT  1.00008919   +0 51 54.8
 GK0971;SPC OK N     -   168,269.405   420,204.651   MT  0.99996218   -1 11 04.1
 GK0971;SPC OK N     -   552,063.87  1,378,621.43   sFT  0.99996218   -1 11 04.1
 GK0971;UTM  14      - 4,039,858.882   409,811.078   MT  0.99970021   -0 35 56.6
 GK0971
 GK0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0971!SPC TX N     -   0.99988524  x   1.00008919  =   0.99997442
 GK0971!SPC OK N     -   0.99988524  x   0.99996218  =   0.99984742
 GK0971!UTM  14      -   0.99988524  x   0.99970021  =   0.99958548
 GK0971
 GK0971                          SUPERSEDED SURVEY CONTROL
 GK0971
 GK0971  NAD 83(1993)-  36 29 59.32870(N)    100 00 25.40839(W) AD(       ) 2
 GK0971  NAD 83(1986)-  36 29 59.33565(N)    100 00 25.39773(W) AD(       ) 2
 GK0971  NAD 27      -  36 29 59.21000(N)    100 00 23.93000(W) AD(       ) 2
 GK0971
 GK0971.Superseded values are not recommended for survey control.
 GK0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0971.See file dsdata.txt to determine how the superseded data were derived.
 GK0971
 GK0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0981139859(NAD 83)
 GK0971_MARKER: Z = SEE DESCRIPTION
 GK0971_SETTING: 0 = UNSPECIFIED SETTING
 GK0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0971
 GK0971  HISTORY     - Date     Condition        Report By
 GK0971  HISTORY     - 1927     MONUMENTED       CGS
 GK0971
 GK0971                          STATION DESCRIPTION
 GK0971
 GK0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GK0971'ABOUT 3/4 MILE NE OF STATION LARKEY AT OLD NE CORNER OF LIPSCOMB
 GK0971'COUNTY, AND ABOUT 1,800 FEET S OF W FROM KIDDER MONUMENT
 GK0971'(U.S.G.L.O.).
 GK0971'
 GK0971'STATION REACHED BY FOLLOWING DIRECTIONS FOR STATION LARKEY TO
 GK0971'HOME OF W.H. LARKEY.
 GK0971'
 GK0971'MARKED BY A SANDSTONE POST 12 BY 15 BY 48 INCHES, FOUND BROKEN
 GK0971'OFF AT SURFACE OF GROUND.
 GK0971'
 GK0971'POST REPLACED APPROXIMATELY IN THE ORIGINAL POSITION, AND
 GK0971'CENTER DETERMINED.  THIS MARK WAS PLACED BY CHANEY AND SMITH
 GK0971'IN 1881 TO MARK THE E END OF THE CIMARRON BASE.  IT MUST
 GK0971'NOT BE CONFUSED WITH THE NE CORNER OF TEXAS (1928) ESTABLISHED
 GK0971'IN 1928 BY ORDER OF THE SUPREME COURT OF THE UNITED STATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1453 ***********************************************************************
 DN1453  DESIGNATION -  NORTHPORT
 DN1453  PID         -  DN1453
 DN1453  STATE/COUNTY-  TX/COLLIN
 DN1453  USGS QUAD   -  PLANO (1973)
 DN1453
 DN1453                         *CURRENT SURVEY CONTROL
 DN1453  ___________________________________________________________________
 DN1453* NAD 83(1993)-  33 04 50.19489(N)    096 44 18.59499(W)     ADJUSTED  
 DN1453* NAVD 88     -       213.3    (meters)     700.     (feet)  VERTCON   
 DN1453  ___________________________________________________________________
 DN1453  X           -    -627,730.106 (meters)                     COMP
 DN1453  Y           -  -5,312,801.514 (meters)                     COMP
 DN1453  Z           -   3,461,555.258 (meters)                     COMP
 DN1453  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 DN1453  ELLIP HEIGHT-         187.43  (meters)          (02/16/96) GPS OBS
 DN1453  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DN1453
 DN1453  HORZ ORDER  -  THIRD
 DN1453  ELLP ORDER  -  FIFTH     CLASS I
 DN1453
 DN1453.The horizontal coordinates were established by GPS observations
 DN1453.and adjusted by the National Geodetic Survey in February 1996..
 DN1453
 DN1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1453
 DN1453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1453
 DN1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1453
 DN1453.The ellipsoidal height was determined by GPS observations
 DN1453.and is referenced to NAD 83.
 DN1453
 DN1453.The geoid height was determined by GEOID03.
 DN1453
 DN1453;                    North         East     Units Scale Factor Converg.
 DN1453;SPC TXNC     - 2,158,170.454   764,439.476   MT  0.99987275   +0 57 38.6
 DN1453;SPC TXNC     - 7,080,597.56  2,507,998.51   sFT  0.99987275   +0 57 38.6
 DN1453;UTM  14      - 3,662,497.958   711,090.047   MT  1.00014943   +1 14 05.4
 DN1453
 DN1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1453!SPC TXNC     -   0.99997057  x   0.99987275  =   0.99984333
 DN1453!UTM  14      -   0.99997057  x   1.00014943  =   1.00012000
 DN1453
 DN1453:                Primary Azimuth Mark                     Grid Az
 DN1453:SPC TXNC     -  NORTHPORT AZ MK                          174 37 19.2
 DN1453:UTM  14      -  NORTHPORT AZ MK                          174 20 52.4
 DN1453
 DN1453|---------------------------------------------------------------------|
 DN1453| PID    Reference Object                     Distance      Geod. Az  |
 DN1453|                                                           dddmmss.s |
 DN1453| DN1454 NORTHPORT AZ MK                     APPROX. 0.5 KM 1753457.8 |
 DN1453|---------------------------------------------------------------------|
 DN1453
 DN1453                          SUPERSEDED SURVEY CONTROL
 DN1453
 DN1453  NAD 83(1993)-  33 04 50.19909(N)    096 44 18.58108(W) AD(       ) 3
 DN1453  NAD 83(1986)-  33 04 50.20139(N)    096 44 18.58459(W) AD(       ) 3
 DN1453  NAD 27      -  33 04 49.76871(N)    096 44 17.60858(W) AD(       ) 3
 DN1453  NGVD 29 (12/08/88)  213.3    (m)          700.     (f) GPS OBS        
 DN1453
 DN1453.Superseded values are not recommended for survey control.
 DN1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1453.See file dsdata.txt to determine how the superseded data were derived.
 DN1453
 DN1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1109062498(NAD 83)
 DN1453_MARKER: I = METAL ROD
 DN1453_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1453_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1453_STAMPING: NORTHPORT 1987
 DN1453_MARK LOGO: NGS   
 DN1453_PROJECTION: FLUSH
 DN1453_MAGNETIC: I = MARKER IS A STEEL ROD
 DN1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1453+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1988
 DN1453_ROD/PIPE-DEPTH: 2.31 meters
 DN1453_SLEEVE-DEPTH  : 0.76 meters
 DN1453
 DN1453  HISTORY     - Date     Condition        Report By
 DN1453  HISTORY     - 1987     MONUMENTED       NGS
 DN1453  HISTORY     - 19880317 GOOD
 DN1453  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN1453
 DN1453                          STATION DESCRIPTION
 DN1453
 DN1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1453'THE STATION IS LOCATED ON THE NORTH EDGE OF PLANO, AT THE DALLAS NORTH
 DN1453'AIRPORT.  OWNERSHIP--JOHN BRODHEAD C/O RANDY BRODHEAD, BOX 894,PLANO,
 DN1453'TX 75074.  TELEPHONE NUMBER 214-596-2468.
 DN1453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND FARM
 DN1453'ROAD 544 IN PLANO.  GO WEST ON FARM ROAD 544 (15 TH STREET) FOR 2.25
 DN1453'KM (1.40 MI) TO FARM ROAD 2478 (CUSTER ROAD) ON THE RIGHT.  TURN
 DN1453'RIGHT AND GO NORTH FOR 7.4 KM (4.60 MI) TO THE ENTRANCE AND A GATE TO
 DN1453'THE AIRPORT ON THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE, FOR
 DN1453'0.1 KM (0.05 MI) TO THE AIRPORT OFFICE ON THE LEFT.  CONTINUE WEST
 DN1453'FOR 0.1 KM (0.05 MI)  TO A TAXIWAY.  TURN LEFT AND GO SOUTH ON THE
 DN1453'TAXIWAY FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT, ON THESOUTH
 DN1453'SIDE OF A CROSSOVER.
 DN1453'THE STATION MARK IS SET 23.3 M (76.4 FT) EAST OF THE CENTERLINE OF
 DN1453'THE RUNWAY, 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE OF THE CROSSOVER,
 DN1453'AND6.5 M (21.3 FT) WEST OF THE CENTERLINE OF THE TAXIWAY.
 DN1453'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1453'DESCRIBED BY B.L.L.
 DN1453
 DN1453                          STATION RECOVERY (1988)
 DN1453
 DN1453'RECOVERED 1988
 DN1453'RECOVERED IN GOOD CONDITION.
 DN1453
 DN1453                          STATION RECOVERY (1994)
 DN1453
 DN1453'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1454 ***********************************************************************
 DN1454  DESIGNATION -  NORTHPORT AZ MK
 DN1454  PID         -  DN1454
 DN1454  STATE/COUNTY-  TX/COLLIN
 DN1454  USGS QUAD   -  PLANO (1973)
 DN1454
 DN1454                         *CURRENT SURVEY CONTROL
 DN1454  ___________________________________________________________________
 DN1454* NAD 83(1993)-  33 04 33.63937(N)    096 44 17.07595(W)     ADJUSTED  
 DN1454* NAVD 88     -       213.8    (meters)     701.     (feet)  VERTCON   
 DN1454  ___________________________________________________________________
 DN1454  X           -    -627,723.696 (meters)                     COMP
 DN1454  Y           -  -5,313,083.046 (meters)                     COMP
 DN1454  Z           -   3,461,128.179 (meters)                     COMP
 DN1454  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 DN1454  ELLIP HEIGHT-         187.98  (meters)          (02/16/96) GPS OBS
 DN1454  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DN1454
 DN1454  HORZ ORDER  -  THIRD
 DN1454  ELLP ORDER  -  FIFTH     CLASS I
 DN1454
 DN1454.The horizontal coordinates were established by GPS observations
 DN1454.and adjusted by the National Geodetic Survey in February 1996..
 DN1454
 DN1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1454
 DN1454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1454
 DN1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1454
 DN1454.The ellipsoidal height was determined by GPS observations
 DN1454.and is referenced to NAD 83.
 DN1454
 DN1454.The geoid height was determined by GEOID03.
 DN1454
 DN1454;                    North         East     Units Scale Factor Converg.
 DN1454;SPC TXNC     - 2,157,661.223   764,487.415   MT  0.99987271   +0 57 39.4
 DN1454;SPC TXNC     - 7,078,926.86  2,508,155.79   sFT  0.99987271   +0 57 39.4
 DN1454;UTM  14      - 3,661,988.821   711,140.435   MT  1.00014969   +1 14 05.7
 DN1454
 DN1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1454!SPC TXNC     -   0.99997049  x   0.99987271  =   0.99984320
 DN1454!UTM  14      -   0.99997049  x   1.00014969  =   1.00012017
 DN1454
 DN1454:                Primary Azimuth Mark                     Grid Az
 DN1454:SPC TXNC     -  NORTHPORT                                354 37 19.2
 DN1454:UTM  14      -  NORTHPORT                                354 20 52.9
 DN1454
 DN1454|---------------------------------------------------------------------|
 DN1454| PID    Reference Object                     Distance      Geod. Az  |
 DN1454|                                                           dddmmss.s |
 DN1454| DN1453 NORTHPORT                           APPROX. 0.5 KM 3553458.6 |
 DN1454|---------------------------------------------------------------------|
 DN1454
 DN1454                          SUPERSEDED SURVEY CONTROL
 DN1454
 DN1454  NAD 83(1993)-  33 04 33.64358(N)    096 44 17.06203(W) AD(       ) 3
 DN1454  NAD 83(1986)-  33 04 33.64586(N)    096 44 17.06555(W) AD(       ) 3
 DN1454  NAD 27      -  33 04 33.21274(N)    096 44 16.08962(W) AD(       ) 3
 DN1454  NGVD 29 (12/08/88)  213.8    (m)          701.     (f) GPS OBS        
 DN1454
 DN1454.Superseded values are not recommended for survey control.
 DN1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1454.See file dsdata.txt to determine how the superseded data were derived.
 DN1454
 DN1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1114061989(NAD 83)
 DN1454_MARKER: I = METAL ROD
 DN1454_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1454_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1454_STAMPING: NORTHPORT AZ MK 1987
 DN1454_MARK LOGO: NGS   
 DN1454_PROJECTION: FLUSH
 DN1454_MAGNETIC: I = MARKER IS A STEEL ROD
 DN1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1454+SATELLITE: SATELLITE OBSERVATIONS - February 29, 1988
 DN1454_ROD/PIPE-DEPTH: 2.43 meters
 DN1454_SLEEVE-DEPTH  : 0.76 meters
 DN1454
 DN1454  HISTORY     - Date     Condition        Report By
 DN1454  HISTORY     - 1987     MONUMENTED       NGS
 DN1454  HISTORY     - 19880229 GOOD
 DN1454  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN1454
 DN1454                          STATION DESCRIPTION
 DN1454
 DN1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1454'THE STATION IS LOCATED ON THE NORTH EDGE OF PLANO, AT THE DALLAS NORTH
 DN1454'AIRPORT.  OWNERSHIP--JOHN BRODHEAD C/O RANDY BRODHEAD, BOX 894,PLANO,
 DN1454'TX 75074.  TELEPHONE NUMBER 214-596-2468.
 DN1454'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND FARM
 DN1454'ROAD 544 IN PLANO.  GO WEST ON FARM ROAD 544 (15 TH STREET) FOR 2.25
 DN1454'KM (1.40 MI) TO FARM ROAD 2478 (CUSTER ROAD) ON THE RIGHT.  TURN
 DN1454'RIGHT AND GO NORTH FOR 7.4 KM (4.60 MI) TO THE ENTRANCE AND A GATE TO
 DN1454'THE AIRPORT ON THE LEFT.  TURN LEFT PASSING THROUGH THE GATE FOR 0.1
 DN1454'KM (0.05 MI) TO THE AIRPORT OFFICE ON THE LEFT.  CONTINUE WEST FOR
 DN1454'0.1 KM (0.05 MI)  TO A TAXIWAY.  TURN LEFT AND GO SOUTH ON THE
 DN1454'TAXIWAY FOR 0.7 KM (0.45 MI) TO THE MARK ON THE RIGHT, AT THE SOUTH
 DN1454'JUNCTION OF THE RUNWAY AND TAXIWAY, ON THE NORTHWEST SIDE OF
 DN1454'THETAXIWAY.
 DN1454'THE MARK IS SET 15.5 M (50.9 FT) EAST OF THE CENTERLINE OF THE
 DN1454'RUNWAY, 14.0 M (45.9 FT) WEST OF THE EXTENDED CENTERLINE OF THE
 DN1454'TAXIWAY, AND10.5 M (34.4 FT) NORTHWEST OF THE CENTER OF THE TAXIWAY.
 DN1454'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1454'DESCRIBED BY V.L.F.
 DN1454
 DN1454                          STATION RECOVERY (1988)
 DN1454
 DN1454'RECOVERED 1988
 DN1454'RECOVERED IN GOOD CONDITION.
 DN1454
 DN1454                          STATION RECOVERY (1994)
 DN1454
 DN1454'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1046 ***********************************************************************
 GK1046  DESIGNATION -  NORTHUP
 GK1046  PID         -  GK1046
 GK1046  STATE/COUNTY-  TX/OCHILTREE
 GK1046  USGS QUAD   -  LAKE FRYER (1973)
 GK1046
 GK1046                         *CURRENT SURVEY CONTROL
 GK1046  ___________________________________________________________________
 GK1046* NAD 83(1993)-  36 08 19.51740(N)    100 39 24.92769(W)     ADJUSTED  
 GK1046* NAVD 88     -       887.     (meters)    2910.     (feet)  SCALED    
 GK1046  ___________________________________________________________________
 GK1046  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 GK1046  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GK1046
 GK1046  HORZ ORDER  -  SECOND
 GK1046
 GK1046.The horizontal coordinates were established by classical geodetic methods
 GK1046.and adjusted by the National Geodetic Survey in February 1996..
 GK1046
 GK1046.The orthometric height was scaled from a topographic map.
 GK1046
 GK1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1046
 GK1046.The geoid height was determined by GEOID03.
 GK1046
 GK1046;                    North         East     Units Scale Factor Converg.
 GK1046;SPC TX N     - 1,237,597.911   275,879.740   MT  0.99998991   +0 29 18.9
 GK1046;SPC TX N     - 4,060,352.48    905,115.45   sFT  0.99998991   +0 29 18.9
 GK1046;UTM  14      - 4,000,610.022   350,921.002   MT  0.99987384   -0 58 38.4
 GK1046
 GK1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1046!SPC TX N     -   0.99986510  x   0.99998991  =   0.99985501
 GK1046!UTM  14      -   0.99986510  x   0.99987384  =   0.99973896
 GK1046
 GK1046:                Primary Azimuth Mark                     Grid Az
 GK1046:SPC TX N     -  NORTHUP AZ MK                            132 01 04.4
 GK1046:UTM  14      -  NORTHUP AZ MK                            133 29 01.7
 GK1046
 GK1046|---------------------------------------------------------------------|
 GK1046| PID    Reference Object                     Distance      Geod. Az  |
 GK1046|                                                           dddmmss.s |
 GK1046| CK9528 NORTHUP AZ MK                                      1323023.3 |
 GK1046| CK9529 NORTHUP RM 1                          9.484 METERS 13525     |
 GK1046| CK9530 NORTHUP RM 2                          7.285 METERS 31352     |
 GK1046|---------------------------------------------------------------------|
 GK1046
 GK1046                          SUPERSEDED SURVEY CONTROL
 GK1046
 GK1046  NAD 83(1993)-  36 08 19.51770(N)    100 39 24.92758(W) AD(       ) 2
 GK1046  NAD 83(1986)-  36 08 19.52376(N)    100 39 24.91583(W) AD(       ) 2
 GK1046  NAD 27      -  36 08 19.38900(N)    100 39 23.40200(W) AD(       ) 2
 GK1046
 GK1046.Superseded values are not recommended for survey control.
 GK1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1046.See file dsdata.txt to determine how the superseded data were derived.
 GK1046
 GK1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF5092100610(NAD 83)
 GK1046_MARKER: DS = TRIANGULATION STATION DISK
 GK1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1046_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1046
 GK1046  HISTORY     - Date     Condition        Report By
 GK1046  HISTORY     - 1952     MONUMENTED       CGS
 GK1046  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK1046
 GK1046                          STATION DESCRIPTION
 GK1046
 GK1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK1046'THE STATION IS LOCATED ABOUT 19 MILES SOUTHEAST OF PERRYTON
 GK1046'AND 6 MILES SOUTH-SOUTHWEST OF WOLF CREEK PARK.
 GK1046'
 GK1046'TO REACH THE STATION FROM THE SIGNAL LIGHT AT THE MAIN INTERSECTION
 GK1046'IN CANADIAN.  GO NORTHEASTERLY ON U.S. HIGHWAYS 60 AND 83
 GK1046'FOR 2.2 MILES TO THEIR JUNCTION.  TURN LEFT AND GO NORTHWESTERLY
 GK1046'ON U.S. HIGHWAY 83 FOR 15.25 MILES TO THE LIPSCOMB-OCHILTREE
 GK1046'COUNTY LINE.  CONTINUE STRAIGHT AHEAD FOR 6 MILES TO A CROSSROAD.
 GK1046'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 83 FOR 0.7 MILE TO
 GK1046'A FENCE LINE AND AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT
 GK1046'AHEAD FOR 0.6 MILE TO THE STATION ON THE LEFT ALONG THE
 GK1046'RIGHT-OF-WAY FENCE LINE OF HIGHWAY 83.
 GK1046'
 GK1046'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF CONCRETE
 GK1046'POSTS.
 GK1046'
 GK1046'THE STATION MARK IS STAMPED NORTHUP 1952, AND PROJECTS 6 INCHES.
 GK1046'IT IS 48 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 GK1046'83.  4 FEET NORTHWEST OF A WHITE WITNESS POST AND 2 FEET
 GK1046'NORTHEAST OF A FENCE LINE.
 GK1046'
 GK1046'REFERENCE MARK NO. 1 IS STAMPED NORTHUP NO 1 1952, AND PROJECTS
 GK1046'6 INCHES.  IT IS 49 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 GK1046'HIGHWAY 83 AND 1 FOOT NORTHEAST OF A FENCE LINE.
 GK1046'
 GK1046'REFERENCE MARK NO. 2 IS STAMPED NORTHUP NO 2 1952, AND PROJECTS
 GK1046'6 INCHES.  IT IS 49 FEET SOUTHWEST OF THE CENTER LINE OF
 GK1046'U.S. HIGHWAY 83 AND 1 FOOT NORTHEAST OF A FENCE LINE.
 GK1046'
 GK1046'THE AZIMUTH MARK IS STAMPED NORTHUP 1952, AND PROJECTS 4
 GK1046'INCHES.  IT IS LOCATED ABOUT 0.3 MILE WEST OF A FARM HOUSE
 GK1046'ON THE NORTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 83.  50 FEET
 GK1046'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 83.  7 FEET WEST
 GK1046'OF A DIVIDING FENCE LINE.  3 FEET NORTH OF A WHITE WITNESS
 GK1046'POST AND 1 FOOT SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 GK1046'FENCE LINE.
 GK1046
 GK1046                          STATION RECOVERY (1973)
 GK1046
 GK1046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SDC)
 GK1046'MARK WAS SEARCHED FOR AND NOT FOUND DESCRIPTION OF MARK PLACES
 GK1046'IT IN BORROW PIT OF U.S. HIGHWAY 83 THERE HAS BEEN LARGE
 GK1046'AMOUNTS OF ROAD CONSTRUCTION SINCE THE MARK WAS ESTABLISHED.
 GK1046'THERE WAS NO SIGN OF THE MARK OR THE REFERENCE MARKS ALSO
 GK1046'SO THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND, DESCRIPTION
 GK1046'OF IT PLACES IT ALSO IN BORROW PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2849 ***********************************************************************
 CS2849  DESIGNATION -  NORTHWEST
 CS2849  PID         -  CS2849
 CS2849  STATE/COUNTY-  TX/DALLAS
 CS2849  USGS QUAD   -  DALLAS (1981)
 CS2849
 CS2849                         *CURRENT SURVEY CONTROL
 CS2849  ___________________________________________________________________
 CS2849* NAD 83(1993)-  32 52 03.99611(N)    096 46 51.41242(W)     ADJUSTED  
 CS2849* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 CS2849  ___________________________________________________________________
 CS2849  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 CS2849  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CS2849
 CS2849  HORZ ORDER  -  FIRST
 CS2849
 CS2849.The horizontal coordinates were established by classical geodetic methods
 CS2849.and adjusted by the National Geodetic Survey in February 1996..
 CS2849
 CS2849.The orthometric height was scaled from a topographic map.
 CS2849
 CS2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2849
 CS2849.The geoid height was determined by GEOID03.
 CS2849
 CS2849;                    North         East     Units Scale Factor Converg.
 CS2849;SPC TXNC     - 2,134,506.911   760,863.293   MT  0.99987774   +0 56 15.2
 CS2849;SPC TXNC     - 7,002,961.42  2,496,265.65   sFT  0.99987774   +0 56 15.2
 CS2849;UTM  14      - 3,638,811.479   707,624.745   MT  1.00013156   +1 12 17.0
 CS2849
 CS2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2849!SPC TXNC     -   0.99997369  x   0.99987774  =   0.99985143
 CS2849!UTM  14      -   0.99997369  x   1.00013156  =   1.00010524
 CS2849
 CS2849|---------------------------------------------------------------------|
 CS2849| PID    Reference Object                     Distance      Geod. Az  |
 CS2849|                                                           dddmmss.s |
 CS2849| CY2680 NORTHWEST RM 1                        7.104 METERS 01129     |
 CS2849| CS2758 RESTLAND MEMORIAL PARK TANK         APPROX. 7.4 KM 0283432.9 |
 CS2849| CS1342 GARLAND NE BASE                     APPROX.14.5 KM 0695713.7 |
 CS2849| CS2855 UNIVERSITY PARK MUNICIPAL TANK      APPROX. 2.2 KM 1834621.6 |
 CS2849| CS1026 324                                 326.327 METERS 22254     |
 CS2849| CS2841 DALLAS UNIV HEIGHTS MUN TANK        APPROX. 0.9 KM 2511439.0 |
 CS2849| CY2681 NORTHWEST RM 2                        7.117 METERS 30718     |
 CS2849| CS2828 PRESTON HOLLOW LARGE MUNICIPAL TANK APPROX. 2.2 KM 3264848.5 |
 CS2849|---------------------------------------------------------------------|
 CS2849
 CS2849                          SUPERSEDED SURVEY CONTROL
 CS2849
 CS2849  NAD 83(1993)-  32 52 03.99491(N)    096 46 51.40470(W) AD(       ) 1
 CS2849  NAD 83(1986)-  32 52 04.00285(N)    096 46 51.39543(W) AD(       ) 1
 CS2849  NAD 27      -  32 52 03.55200(N)    096 46 50.39700(W) AD(       ) 1
 CS2849
 CS2849.Superseded values are not recommended for survey control.
 CS2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2849.See file dsdata.txt to determine how the superseded data were derived.
 CS2849
 CS2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0762538811(NAD 83)
 CS2849_MARKER: DD = SURVEY DISK
 CS2849_SETTING: 0 = UNSPECIFIED SETTING
 CS2849
 CS2849  HISTORY     - Date     Condition        Report By
 CS2849  HISTORY     - 1947     MONUMENTED       CGS
 CS2849  HISTORY     - 1949     GOOD             CGS
 CS2849  HISTORY     - 1959     GOOD             CGS
 CS2849  HISTORY     - 1963     GOOD             LOCSUR
 CS2849  HISTORY     - 20000212 GOOD             USPSQD
 CS2849
 CS2849                          STATION DESCRIPTION
 CS2849
 CS2849'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2849'STATION IS LOCATED ON THE SOUTH PARAPET ON TOP OF THE MAUSOLEUM
 CS2849'IN HILLCREST MEMORIAL PARK, ABOUT 7 MILES NORTH OF THE CENTER
 CS2849'OF DALLAS, .15 MILE NORTH OF LOOP 12 (NORTHWEST HIGHWAY),
 CS2849'AND 1.600 METERS WEST OF THE SOUTHEAST CORNER OF THE HIGHEST
 CS2849'PART OF THE MAUSOLEUM.  THE MARK IS STAMPED NORTHWEST 1947, AND
 CS2849'IS FLUSH WITH TOP OF PARAPET.
 CS2849'
 CS2849'REFERENCE MARK NO. 1 IS 23.5 FT. NORTH OF SOUTHEAST CORNER OF
 CS2849'ROOF.  THE MARK IS SET FLUSH WITH TOP OF PARAPET, AND IS
 CS2849'STAMPED NORTHWEST NO 1 1947.  (23.312 FEET TO STATION).
 CS2849'
 CS2849'REFERENCE MARK NO. 2 IS 21.975 FT. NORTH OF SOUTHWEST CORNER
 CS2849'OF ROOF.  THE MARK IS SET FLUSH WITH TOP OF PARAPET, AND IS
 CS2849'STAMPED NORTHWEST NO 2 1947.  (23.360 FEET TO STATION)
 CS2849'
 CS2849'STATION CWA - 324 WAS OBSERVED AS THE AZIMUTH MARK FOR THIS
 CS2849'STATION.
 CS2849'
 CS2849'TO REACH FROM THE CIRCLE IN THE NORTHWEST PART OF DALLAS, GO
 CS2849'EAST ON ROUTE 12 FOR 6.4 MILES TO HILLCREST MEMORIAL PARK AND
 CS2849'MAUSOLEUM ENTRANCE ON LEFT, TURN LEFT AND GO TO OF BUILDING AND
 CS2849'ETT.  A SERIES OF LADDERS LEAD TO THE ROOF AND STATION SITE.
 CS2849'
 CS2849'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CS2849
 CS2849                          STATION RECOVERY (1949)
 CS2849
 CS2849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CL)
 CS2849'THE STATION WAS RECOVERED AS DESCRIBED BY F.R.G. IN 1947
 CS2849'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO
 CS2849'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  A
 CS2849'DIFFERENCE WAS FOUND IN THE DIRECTIONS TO THE MARKS, PROBABLY DUE
 CS2849'TO THE DIFFICULTY IN SETTING THE INSTRUMENT OVER THE MARK ON
 CS2849'THE FIREWALL OF THE BUILDING.  REFERENCE MARK NO. 2 IS 14.7
 CS2849'FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, INSTEAD
 CS2849'OF 21.975.  THE 1947 DESCRIPTION IS ADEQUATE.
 CS2849
 CS2849                          STATION RECOVERY (1959)
 CS2849
 CS2849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2849'STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 CS2849'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION IS
 CS2849'LOCATED ON TOP OF THE HIGHEST PART OF BUILDING, ON THE FRONT
 CS2849'PARAPET NEAR THE SOUTHEAST CORNER.
 CS2849
 CS2849                          STATION RECOVERY (1963)
 CS2849
 CS2849'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 CS2849'RECOVERED BY HOWARD, NEEDLES, TAMMEN AND BERGENDOFF.
 CS2849'
 CS2849'STATION MARKER IS LOCATED AS DESCRIBED AND FOUND IN GOOD
 CS2849'SHAPE, HOWEVER, TWO DRILL HOLES IN MONUMENT CAUSE CONFUSION
 CS2849'AS TO WHICH IS THE EXACT POINT.
 CS2849'
 CS2849'CWA 324 WAS NOT RECOVERED NOR THE TWO REFERENCE MARKS.
 CS2849'
 CS2849'IMPROVEMENTS ALONG NORTHWEST HIGHWAY (LOOP 12) MAY HAVE OBLITERATED
 CS2849'THE CWA MARK AND REFERENCES AS THEY APPEAR TO FALL IN THE BACK
 CS2849'SLOPE OF THE ROADWAY.
 CS2849
 CS2849                          STATION RECOVERY (2000)
 CS2849
 CS2849'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1045 ***********************************************************************
 CD1045  DESIGNATION -  NORTON
 CD1045  PID         -  CD1045
 CD1045  STATE/COUNTY-  TX/HUDSPETH
 CD1045  USGS QUAD   -  BLACK HILLS (1979)
 CD1045
 CD1045                         *CURRENT SURVEY CONTROL
 CD1045  ___________________________________________________________________
 CD1045* NAD 83(1993)-  31 29 08.40880(N)    105 16 09.49690(W)     ADJUSTED  
 CD1045* NAVD 88     -      1385.08   (+/-2cm)    4544.2    (feet)  VERTCON   
 CD1045  ___________________________________________________________________
 CD1045  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 CD1045  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD1045
 CD1045  HORZ ORDER  -  FIRST
 CD1045  VERT ORDER  -  THIRD ? (See Below)
 CD1045
 CD1045.The horizontal coordinates were established by classical geodetic methods
 CD1045.and adjusted by the National Geodetic Survey in February 1996..
 CD1045
 CD1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1045.The vertical order pertains to the NGVD 29 superseded value.
 CD1045
 CD1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1045
 CD1045.The geoid height was determined by GEOID03.
 CD1045
 CD1045;                    North         East     Units Scale Factor Converg.
 CD1045;SPC TX C     - 3,212,051.393   231,192.387   MT  0.99991735   -2 32 32.3
 CD1045;SPC TX C     -10,538,205.28    758,503.69   sFT  0.99991735   -2 32 32.3
 CD1045;UTM  13      - 3,483,459.698   474,421.720   MT  0.99960807   -0 08 26.4
 CD1045
 CD1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1045!SPC TX C     -   0.99978612  x   0.99991735  =   0.99970348
 CD1045!UTM  13      -   0.99978612  x   0.99960807  =   0.99939427
 CD1045
 CD1045|---------------------------------------------------------------------|
 CD1045| PID    Reference Object                     Distance      Geod. Az  |
 CD1045|                                                           dddmmss.s |
 CD1045| CH9174 NORTON RM 1                          42.443 METERS 11457     |
 CD1045| CH9173 NORTON AZ MK                                       1925402.7 |
 CD1045| CH9175 NORTON RM 2                          20.010 METERS 21329     |
 CD1045| CD1087 EL PASO FORT WORTH AWY BCN 3        APPROX.61.0 KM 3071604.5 |
 CD1045| CD1012 EL PASO FORT WORTH AWY BCN 6        APPROX.33.6 KM 3463815.5 |
 CD1045|---------------------------------------------------------------------|
 CD1045
 CD1045                          SUPERSEDED SURVEY CONTROL
 CD1045
 CD1045  NAD 83(1986)-  31 29 08.41055(N)    105 16 09.49375(W) AD(       ) 1
 CD1045  NAD 27      -  31 29 07.97500(N)    105 16 07.66100(W) AD(       ) 1
 CD1045  NGVD 29 (07/19/86) 1384.52   (m)         4542.4    (f) LEVELING    3  
 CD1045
 CD1045.Superseded values are not recommended for survey control.
 CD1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1045.See file dsdata.txt to determine how the superseded data were derived.
 CD1045
 CD1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ7442283460(NAD 83)
 CD1045_MARKER: DS = TRIANGULATION STATION DISK
 CD1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1045
 CD1045  HISTORY     - Date     Condition        Report By
 CD1045  HISTORY     - 1934     MONUMENTED       CGS
 CD1045  HISTORY     - 1945     GOOD             USGS
 CD1045
 CD1045                          STATION DESCRIPTION
 CD1045
 CD1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1045'THE STATION IS 22 MILES N OF SIERRA BLANCA, AIR LINE.  IT
 CD1045'IS LOCATED ON A SMOOTH RIDGE, HIGHEST IN THE VICINITY,
 CD1045'WITH SCATTERED GREASEWOOD.  DESERTED NORTON RANCH HOUSE CAN
 CD1045'BE SEEN ABOUT 3 MILES DISTANT, 102 DEG MAGNETIC.
 CD1045'
 CD1045'SURFACE AND UNDERGROUND MARKS, REFERENCE MARK NO. 2 AND
 CD1045'THE AZIMUTH MARK ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 CD1045'
 CD1045'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILL
 CD1045'HOLE IN BEDROCK.
 CD1045'
 CD1045'AZIMUTH MARK IS 4.5 FEET N OF E-AND-W FENCE LINE, AND 84 FEET
 CD1045'S OF CENTER LINE OF DIRT ROAD.
 CD1045'
 CD1045'ALL THE CONCRETE MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 CD1045'
 CD1045'THE STATION MAY BE REACHED FROM SIERRA BLANCA, BY GOING N
 CD1045'FROM THE STATE BANK 0.5 MILE ACROSS RAILROAD TRACKS AND ON
 CD1045'PAST BRICK SCHOOLHOUSE TO CORNER WHERE A TELEPHONE LINE
 CD1045'RUNS E AND W.  TURN RIGHT (E) AND FOLLOW ROAD WHICH LEADS
 CD1045'EASTWARD AND THEN N 5.9 MILES TO A CATTLE GUARD AND FORKS.
 CD1045'CONTINUE N ON HIGHWAY 17.6 MILES TO A WOOD CORRAL ON E SIDE OF
 CD1045'THE HIGHWAY.  TURN RIGHT, E, OFF HIGHWAY AT FENCE CORNER
 CD1045'AND DRIVE 0.05 MILE TO GATE ON S SIDE OF LARGE WOOD CORRAL.
 CD1045'TURN RIGHT, S, THROUGH GATE AND THEN PASS ALONG THE S SIDE
 CD1045'OF DIRT RANK.  FROM HERE TAKE DEEP RUTTED TRACKS TO THE S,
 CD1045'WHICH ARE PLAINLY VISIBLE FROM THE TANK THAT LEADS UP THE
 CD1045'SLOPE OF THE HILL.  FOLLOW THIS ROAD 2.5 MILES TO A WIRE
 CD1045'GATE.  CONTINUE ON THROUGH GATE FOR 1.85 MILES TO ANOTHER
 CD1045'WIRE GATE.  PASS THROUGH THIS, TURN RIGHT, AND FOLLOW
 CD1045'THE ROAD IN AN EASTERLY DIRECTION FOR 1.1 MILES.  WHERE
 CD1045'THE ROAD COMES UP TO THE FENCE LINE TURN NORTHWARD 0.35
 CD1045'MILE ACROSS THE PLAIN TO TOP OF SMOOTH RIDGE AND STATION.
 CD1045'
 CD1045'A 10-FOOT STAND WILL CLEAR ALL LINES EXCEPT LINE TO STATION
 CD1045'SCRATCH.
 CD1045'
 CD1045'DRINKING WATER AT SIERRA BLANCA.
 CD1045'
 CD1045'SIGNAL PEAK IS THE HIGHEST PEAK IN TEXAS AND IS LOCATED IN
 CD1045'THE GUADALUPE MOUNTAINS.
 CD1045'
 CD1045'THE CONE-SHAPED PEAK IS QUITE PROMINENT AND IS NW OF THE
 CD1045'STATION.
 CD1045
 CD1045                          STATION RECOVERY (1945)
 CD1045
 CD1045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945 (WCE)
 CD1045'STATION MARK--STANDARD NGS DISK, STAMPED -NORTON 1934- SET IN
 CD1045'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0804 ***********************************************************************
 CB0804  DESIGNATION -  NORTON RESET
 CB0804  PID         -  CB0804
 CB0804  STATE/COUNTY-  TX/RUNNELS
 CB0804  USGS QUAD   -  HERRING RANCH (1987)
 CB0804
 CB0804                         *CURRENT SURVEY CONTROL
 CB0804  ___________________________________________________________________
 CB0804* NAD 83(1993)-  31 49 39.84100(N)    100 07 28.06485(W)     ADJUSTED  
 CB0804* NAVD 88     -       561.87   (+/-2cm)    1843.4    (feet)  VERTCON   
 CB0804  ___________________________________________________________________
 CB0804  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CB0804  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CB0804
 CB0804  HORZ ORDER  -  FIRST
 CB0804  VERT ORDER  -  THIRD ? (See Below)
 CB0804
 CB0804.The horizontal coordinates were established by classical geodetic methods
 CB0804.and adjusted by the National Geodetic Survey in February 1996..
 CB0804
 CB0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0804.The vertical order pertains to the NGVD 29 superseded value.
 CB0804
 CB0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0804
 CB0804.The geoid height was determined by GEOID03.
 CB0804
 CB0804;                    North         East     Units Scale Factor Converg.
 CB0804;SPC TX C     - 3,239,593.773   719,773.380   MT  0.99998554   +0 06 27.3
 CB0804;SPC TX C     -10,628,567.24  2,361,456.50   sFT  0.99998554   +0 06 27.3
 CB0804;UTM  14      - 3,521,892.246   393,587.355   MT  0.99973965   -0 35 35.0
 CB0804
 CB0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0804!SPC TX C     -   0.99991573  x   0.99998554  =   0.99990127
 CB0804!UTM  14      -   0.99991573  x   0.99973965  =   0.99965540
 CB0804
 CB0804:                Primary Azimuth Mark                     Grid Az
 CB0804:SPC TX C     -  NORTON AZ MK                             052 47 44.5
 CB0804:UTM  14      -  NORTON AZ MK                             053 29 46.8
 CB0804
 CB0804|---------------------------------------------------------------------|
 CB0804| PID    Reference Object                     Distance      Geod. Az  |
 CB0804|                                                           dddmmss.s |
 CB0804| CV4949 NORTON AZ MK                                       0525411.8 |
 CB0804| CA1179 BALLINGER MUNICIPAL TANK            APPROX.18.8 KM 1184016.3 |
 CB0804| CB0816 ROWENA ST JOSEPH SPIRE              APPROX.21.3 KM 1593740.0 |
 CB0804| CB0811 DISMORE ET                          APPROX. 2.5 KM 1715909.6 |
 CB0804| CB0825 MILES MUNICIPAL TANK                APPROX.26.0 KM 1920401.9 |
 CB0804| CV4950 NORTON RM 1                         115.024 METERS 24009     |
 CB0804| CV4951 NORTON RM 2                          99.422 METERS 26600     |
 CB0804|---------------------------------------------------------------------|
 CB0804
 CB0804                          SUPERSEDED SURVEY CONTROL
 CB0804
 CB0804  NAD 83(1986)-  31 49 39.84752(N)    100 07 28.05095(W) AD(       ) 1
 CB0804  NAD 27      -  31 49 39.30004(N)    100 07 26.72585(W) AD(       ) 1
 CB0804  NGVD 29 (07/19/86)  561.72   (m)         1842.9    (f) LEVELING    3  
 CB0804
 CB0804.Superseded values are not recommended for survey control.
 CB0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0804.See file dsdata.txt to determine how the superseded data were derived.
 CB0804
 CB0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA9358721892(NAD 83)
 CB0804_MARKER: DS = TRIANGULATION STATION DISK
 CB0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0804
 CB0804  HISTORY     - Date     Condition        Report By
 CB0804  HISTORY     - 1967     MONUMENTED       USGS
 CB0804
 CB0804                          STATION DESCRIPTION
 CB0804
 CB0804'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CB0804'USGS DISTANCES TO REFERENCE MARKS DIFFER FROM USC AND GS
 CB0804'VALUES BY +0.18 FEET TO REFERENCE MARK NO. 1 AND +0.08 FEET
 CB0804'TO REFERENCE MARK NO. 2.
 CB0804'
 CB0804'THE STATION WAS FOUND AS DESCRIBED AND REVISED BY USGS IN 1958.
 CB0804'THE REVISED ROUTE DESCRIPTION IS ADEQUATE.  THE STATION MARK
 CB0804'AND REFERENCE MARK NO. 2 WERE FOUND TO BE DISTRUBED AND THE
 CB0804'SURFACE STATION MARK WAS RE-ESTABLISHED IN ITS TRUE POSITION
 CB0804'BY THE RECOVERY OF THE UNDERGROUND MARK.  THE STATION MARK
 CB0804'IS 9 FEET NORTH OF A METAL WITNESS POST AND 41 FEET SOUTH OF
 CB0804'THE CENTERLINE OF THE HIGHWAY, FLUSH WITH THE GROUND.
 CB0804'
 CB0804'STATION MARK--A USC AND GS BRONZE DISK RE-ESTABLISHED AND SET IN AN
 CB0804'18 INCH X 18 INCH CONCRETE POST.  THE TABLET IS SET FLUSH WITH
 CB0804'GROUND AND STAMPED NORTON 1935-1967.
 CB0804'
 CB0804'REFERENCE MARK NO. 1--A USC AND GS BRONZE DISK SET IN THE
 CB0804'TOP OF A CONCRETE POST, 16 FEET EAST OF THE CENTERLINE OF
 CB0804'NORTH-SOUTH ROAD, IN THE EAST RIGHT-OF-WAY AND 1.0 FOOT NORTH
 CB0804'OF A METAL WITNESS POST.  THE TABLET PROJECTS 6 INCHES AND
 CB0804'IS STAMPED NO 1 NORTON 1935.
 CB0804'
 CB0804'REFERENCE MARK NO. 2--A USC AND GS BRONZE DISK SET IN THE
 CB0804'TOP OF A CONCRETE POST WHICH IS DISTURBED AND NOW LEANS ABOUT
 CB0804'10 DEG TO THE SOUTH.  12 FEET SOUTH OF A POWER LINE POLE,
 CB0804'16 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD AND 64
 CB0804'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 CB0804'
 CB0804'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 164.85 FEET
 CB0804'(DOUBLE TAPED, HORIZONTAL DISTANCE).
 CB0804'
 CB0804'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED, AND
 CB0804'WAS REPORTED DESTROYED THROUGH LOCAL INQUIRY.
 CB0804'
 CB0804'STATION DISMORE ET, 1958 ABOUT 1.5 MILES SOUTH-SOUTHEAST, IS
 CB0804'VISIBLE FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1461 ***********************************************************************
 AB1461  DESIGNATION -  NORWEST 1913
 AB1461  PID         -  AB1461
 AB1461  STATE/COUNTY-  TX/KENEDY
 AB1461  USGS QUAD   -  POTRERO LOPENO SW (1975)
 AB1461
 AB1461                         *CURRENT SURVEY CONTROL
 AB1461  ___________________________________________________________________
 AB1461* NAD 83(1993)-  26 51 57.09025(N)    097 22 44.10672(W)     ADJUSTED  
 AB1461* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1461  ___________________________________________________________________
 AB1461  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AB1461  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AB1461
 AB1461  HORZ ORDER  -  THIRD
 AB1461
 AB1461.The horizontal coordinates were established by classical geodetic methods
 AB1461.and adjusted by the National Geodetic Survey in February 1996..
 AB1461
 AB1461.The orthometric height was scaled from a topographic map.
 AB1461
 AB1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1461
 AB1461.The geoid height was determined by GEOID03.
 AB1461
 AB1461;                    North         East     Units Scale Factor Converg.
 AB1461;SPC TX S     - 5,133,355.015   411,391.668   MT  0.99989756   +0 30 32.3
 AB1461;SPC TX S     -16,841,682.25  1,349,707.50   sFT  0.99989756   +0 30 32.3
 AB1461;UTM  14      - 2,972,607.654   661,039.105   MT  0.99992016   +0 43 57.8
 AB1461
 AB1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1461!SPC TX S     -   1.00000294  x   0.99989756  =   0.99990050
 AB1461!UTM  14      -   1.00000294  x   0.99992016  =   0.99992310
 AB1461
 AB1461:                Primary Azimuth Mark                     Grid Az
 AB1461:SPC TX S     -  PLANK 1913                               007 59 45.0
 AB1461:UTM  14      -  PLANK 1913                               007 46 19.5
 AB1461
 AB1461|---------------------------------------------------------------------|
 AB1461| PID    Reference Object                     Distance      Geod. Az  |
 AB1461|                                                           dddmmss.s |
 AB1461| AB1446 PLANK 1913                          APPROX. 5.1 KM 0083017.3 |
 AB1461|---------------------------------------------------------------------|
 AB1461
 AB1461                          SUPERSEDED SURVEY CONTROL
 AB1461
 AB1461  NAD 83(1986)-  26 51 57.10870(N)    097 22 44.07729(W) AD(       ) 3
 AB1461  NAD 27      -  26 51 55.87800(N)    097 22 43.13800(W) AD(       ) 3
 AB1461
 AB1461.Superseded values are not recommended for survey control.
 AB1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1461.See file dsdata.txt to determine how the superseded data were derived.
 AB1461
 AB1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6103972608(NAD 83)
 AB1461_MARKER: Z = SEE DESCRIPTION
 AB1461_SETTING: 0 = UNSPECIFIED SETTING
 AB1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1461
 AB1461  HISTORY     - Date     Condition        Report By
 AB1461  HISTORY     - 1913     MONUMENTED       CGS
 AB1461  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1461
 AB1461                          STATION DESCRIPTION
 AB1461
 AB1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1461'STATION LOST.  NO REMAINS OF STATION FOUND IN VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0708 ***********************************************************************
 BN0708  DESIGNATION -  NOTCH
 BN0708  PID         -  BN0708
 BN0708  STATE/COUNTY-  TX/SAN SABA
 BN0708  USGS QUAD   -  PONTOTOC (1955)
 BN0708
 BN0708                         *CURRENT SURVEY CONTROL
 BN0708  ___________________________________________________________________
 BN0708* NAD 83(1993)-  30 57 04.02386(N)    098 56 19.75588(W)     ADJUSTED  
 BN0708* NAVD 88     -       604.     (meters)    1982.     (feet)  SCALED    
 BN0708  ___________________________________________________________________
 BN0708  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 BN0708  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BN0708
 BN0708  HORZ ORDER  -  FIRST
 BN0708
 BN0708.The horizontal coordinates were established by classical geodetic methods
 BN0708.and adjusted by the National Geodetic Survey in February 1996..
 BN0708
 BN0708.The orthometric height was scaled from a topographic map.
 BN0708
 BN0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0708
 BN0708.The geoid height was determined by GEOID03.
 BN0708
 BN0708;                    North         East     Units Scale Factor Converg.
 BN0708;SPC TX C     - 3,143,222.801   833,230.556   MT  0.99988213   +0 43 05.7
 BN0708;SPC TX C     -10,312,390.14  2,733,690.58   sFT  0.99988213   +0 43 05.7
 BN0708;UTM  14      - 3,424,186.176   505,843.488   MT  0.99960042   +0 01 53.3
 BN0708
 BN0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0708!SPC TX C     -   0.99990878  x   0.99988213  =   0.99979093
 BN0708!UTM  14      -   0.99990878  x   0.99960042  =   0.99950924
 BN0708
 BN0708|---------------------------------------------------------------------|
 BN0708| PID    Reference Object                     Distance      Geod. Az  |
 BN0708|                                                           dddmmss.s |
 BN0708| CV4952 NOTCH RM 1                           14.890 METERS 02846     |
 BN0708| BN0709 BEE                                 APPROX. 7.1 KM 1290821.3 |
 BN0708| CV4953 NOTCH RM 2                           16.602 METERS 24340     |
 BN0708| CV4954 NOTCH RM 3                           17.815 METERS 31230     |
 BN0708|---------------------------------------------------------------------|
 BN0708
 BN0708                          SUPERSEDED SURVEY CONTROL
 BN0708
 BN0708  NAD 83(1986)-  30 57 04.03393(N)    098 56 19.74157(W) AD(       ) 1
 BN0708  NAD 27      -  30 57 03.41900(N)    098 56 18.57900(W) AD(       ) 1
 BN0708
 BN0708.Superseded values are not recommended for survey control.
 BN0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0708.See file dsdata.txt to determine how the superseded data were derived.
 BN0708
 BN0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV0584324186(NAD 83)
 BN0708_MARKER: DS = TRIANGULATION STATION DISK
 BN0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0708
 BN0708  HISTORY     - Date     Condition        Report By
 BN0708  HISTORY     - 1935     MONUMENTED       CGS
 BN0708  HISTORY     - 1937     GOOD             TXHD
 BN0708
 BN0708                          STATION DESCRIPTION
 BN0708
 BN0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0708'STATION IS LOCATED ON LAND OWNED BY HENRY TAYLOR, 3.75 MILES
 BN0708'NE OF PONTOTOC, 14 MILES A LITTLE SW OF CHEROKEE, AND 2 MILES
 BN0708'N OF THE SAN SABA-LLANO COUNTY LINE, ON TOP OF A PROMINENT KNOLL
 BN0708'AND AT THE EDGE OF A SHARP DESCENT TO THE S BUT GROUND FALLS
 BN0708'GRADUALLY TO THE N, ABOUT 100 FEET W OF THE E EDGE OF THE HILL.
 BN0708'
 BN0708'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BN0708'DISKS SET IN CONCRETE.
 BN0708'
 BN0708'REFERENCE MARK NO. 1 IS 14.890 METERS (48.86 FEET) N OF STATION
 BN0708'AND PROJECTS ABOUT 4 INCHES.
 BN0708'
 BN0708'REFERENCE MARK NO. 2 IS 16.602 METERS (54.48 FEET) SW OF STATION,
 BN0708'AND PROJECTS ABOUT 6 INCHES.
 BN0708'
 BN0708'REFERENCE MARK NO. 3 IS 17.815 METERS (58.45 FEET) WNW OF STATION
 BN0708'AND PROJECTS ABOUT 4 INCHES.
 BN0708'
 BN0708'REACHED FROM PONTOTOC BY GOING N ON THE SAN SABA ROAD FOR 1.05
 BN0708'MILES THEN KEEP STRAIGHT AHEAD AT T-ROAD RIGHT FOR 1.65 MILES,
 BN0708'THEN PASS THROUGH PLANK GATE AND KEEP STRAIGHT AHEAD N FOR 1.0
 BN0708'MILE THEN TURN RIGHT THROUGH RED GATE AND FOLLOW ROAD TO S SIDE
 BN0708'OF HOME OF WADE TOMINSON FOR 1.45 MILES TO TOP OF GRADE, THEN
 BN0708'TAKE RIGHT FORK E FOR 0.15 MILE, THEN TURN RIGHT THROUGH PASTURE
 BN0708'AND GO S AND SE TO THE W SIDE OF A WATER HOLE AND FOLLOWING THE
 BN0708'FOOT OF A RIDGE TO THE W FOR 0.8 MILE TO AN E AND W FENCE LINE
 BN0708'ACROSS PASTURE, TURN LEFT AND GO E ALONG FENCE LINE FOR 0.15
 BN0708'MILE TO A FENCE CORNER, BEAR RIGHT AT FENCE CORNER AND GO SE
 BN0708'TOWARD TOP OF KNOLL FOR 0.35 MILE TO TOP OF KNOLL AND
 BN0708'STATION.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF
 BN0708'THE GROUND.
 BN0708'
 BN0708'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 BN0708
 BN0708                          STATION RECOVERY (1937)
 BN0708
 BN0708'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0708'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BN0708'DESCRIPTION FOR LOCATING STATION IS ADEQUATE EXCEPT THAT THE
 BN0708'POINT UPON WHICH THE STATION IS LOCATED IS DECIDEDLY NOT A KNOLL.
 BN0708'IT IS MORE CORRECTLY TERMED AS A VERY LARGE HILL OR A SMALL
 BN0708'MOUNTAIN, AND IS THE HIGHEST POINT IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1038 ***********************************************************************
 GK1038  DESIGNATION -  NOTLA
 GK1038  PID         -  GK1038
 GK1038  STATE/COUNTY-  TX/OCHILTREE
 GK1038  USGS QUAD   -  BARTON CREEK (1973)
 GK1038
 GK1038                         *CURRENT SURVEY CONTROL
 GK1038  ___________________________________________________________________
 GK1038* NAD 83(1993)-  36 05 08.61714(N)    100 37 17.41085(W)     ADJUSTED  
 GK1038* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 GK1038  ___________________________________________________________________
 GK1038  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 GK1038  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GK1038
 GK1038  HORZ ORDER  -  FIRST
 GK1038
 GK1038.The horizontal coordinates were established by classical geodetic methods
 GK1038.and adjusted by the National Geodetic Survey in February 1996..
 GK1038
 GK1038.The orthometric height was scaled from a topographic map.
 GK1038
 GK1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1038
 GK1038.The geoid height was determined by GEOID03.
 GK1038
 GK1038;                    North         East     Units Scale Factor Converg.
 GK1038;SPC TX N     - 1,231,741.966   279,119.985   MT  0.99997869   +0 30 32.8
 GK1038;SPC TX N     - 4,041,140.10    915,746.15   sFT  0.99997869   +0 30 32.8
 GK1038;UTM  14      - 3,994,673.831   354,010.100   MT  0.99986261   -0 57 18.8
 GK1038
 GK1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1038!SPC TX N     -   0.99986793  x   0.99997869  =   0.99984662
 GK1038!UTM  14      -   0.99986793  x   0.99986261  =   0.99973056
 GK1038
 GK1038:                Primary Azimuth Mark                     Grid Az
 GK1038:SPC TX N     -  GIBSON                                   073 05 34.2
 GK1038:UTM  14      -  GIBSON                                   074 33 25.8
 GK1038
 GK1038|---------------------------------------------------------------------|
 GK1038| PID    Reference Object                     Distance      Geod. Az  |
 GK1038|                                                           dddmmss.s |
 GK1038| GK1039 GIBSON                              APPROX. 5.5 KM 0733607.0 |
 GK1038| CK9531 NOTLA RM 1                           19.631 METERS 09557     |
 GK1038| CK9532 NOTLA RM 2                           31.145 METERS 26621     |
 GK1038|---------------------------------------------------------------------|
 GK1038
 GK1038                          SUPERSEDED SURVEY CONTROL
 GK1038
 GK1038  NAD 83(1993)-  36 05 08.61746(N)    100 37 17.41074(W) AD(       ) 1
 GK1038  NAD 83(1986)-  36 05 08.62353(N)    100 37 17.39903(W) AD(       ) 1
 GK1038  NAD 27      -  36 05 08.48500(N)    100 37 15.89000(W) AD(       ) 1
 GK1038
 GK1038.Superseded values are not recommended for survey control.
 GK1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1038.See file dsdata.txt to determine how the superseded data were derived.
 GK1038
 GK1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5401094674(NAD 83)
 GK1038_MARKER: DS = TRIANGULATION STATION DISK
 GK1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1038
 GK1038  HISTORY     - Date     Condition        Report By
 GK1038  HISTORY     - 1952     MONUMENTED       CGS
 GK1038  HISTORY     - 1973     GOOD             USGS
 GK1038
 GK1038                          STATION DESCRIPTION
 GK1038
 GK1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK1038'THE STATION IS LOCATED ABOUT 23-1/2 MILES SOUTH-SOUTHEAST
 GK1038'OF PERRYTON.  18 MILES NORTHWEST OF CANADIAN.  2 MILES NORTH
 GK1038'OF THE LIPSCOMB-OCHILTREE COUNTY LINE AND 1-1/4 MILES SOUTHWEST
 GK1038'OF THE NOTLA SCHOOL.
 GK1038'
 GK1038'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CANADIAN.
 GK1038'GO NORTHEASTERLY ON U.S. HIGHWAYS 60 AND 83 FOR 2.2 MILES
 GK1038'TO THEIR JUNCTION.  TURN LEFT ON U.S. HIGHWAY 83 AND GO 15.35
 GK1038'MILES TO THE LIPSCOMB-OCHILTREE COUNTY LINE.  CONTINUE STRAIGHT
 GK1038'AHEAD FOR 1.45 MILES TO TRIANGULATION STATION GIBSON ON
 GK1038'THE LEFT.  TURN LEFT, WEST, AND GO 3.5 MILES TO A SIDE ROAD
 GK1038'LEFT.  TURN LEFT, SOUTH, AND GO 0.2 MILE TO A GATE ON THE RIGHT.
 GK1038'PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD SOUTH
 GK1038'ALONG THE WEST SIDE OF THE FENCE LINE TO A GATE ON THE
 GK1038'LEFT AFTER PASSING A JOG IN THE FENCE LINE.  PASS THROUGH
 GK1038'THE GATE AND CONTINUE SOUTH ALONG THE EAST SIDE OF THE
 GK1038'FENCE LINE FOR 0.3 MILE TO AN EAST-WEST FENCE LINE.  TURN
 GK1038'LEFT, EAST, AND FOLLOW THE FENCE LINE FOR 0.4 MILE TO THE
 GK1038'STATION SITE ON THE NORTH SIDE OF THE FENCE LINE.
 GK1038'
 GK1038'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 GK1038'POSTS.
 GK1038'
 GK1038'TRIANGULATION STATION GIBSON IS THE AZIMUTH MARK FOR THIS
 GK1038'STATION.
 GK1038'
 GK1038'THE STATION MARK IS STAMPED NOTLA 1952, AND IS ABOUT 6 INCHES
 GK1038'BELOW THE SURFACE OF THE GROUND.  IT IS 9 FEET NORTH OF A
 GK1038'FENCE LINE AND 8 FEET NORTH OF A WHITE WITNESS POST.
 GK1038'
 GK1038'REFERENCE MARK NO. 1 IS STAMPED NOTLA NO 1 1952 AND PROJECTS
 GK1038'6 INCHES.  IT IS 2 FEET NORTH OF A FENCE LINE.
 GK1038'
 GK1038'REFERENCE MARK NO. 2 IS STAMPED NOTLA NO 2 1952 AND PROJECTS
 GK1038'6 INCHES.  IT IS 2 FEET NORTH OF A FENCE LINE.
 GK1038
 GK1038                          STATION RECOVERY (1973)
 GK1038
 GK1038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SDC)
 GK1038'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CANADIAN,
 GK1038'GO NORTHEASTERLY ON U.S. HWY 83 AND 60 FOR 2.2 MI. TO THEIR
 GK1038'JCT.  TURN LEFT ON U.S. HWY 83 AND GO 15.35 MI. TO THE
 GK1038'LIPSCOMB-OCHILTREE COUNTY LINE.  CONTINUE STRAIGHT AHEAD FOR
 GK1038'1.45 MI TO JCT. OF U.S. 83 AND FARM ROAD 281.  TURN WEST
 GK1038'ON 281 AND GO 3.2 MI. TO A ROAD JCT TO THE NORTH AND SOUTH.
 GK1038'GO SOUTH 1.05 MI. TO EAST-WEST FENCE LINE.  GO WEST ALONG
 GK1038'THE FENCE FOR .13 MI TO THE STATION SITE ON THE NORTH SIDE
 GK1038'OF THE FENCE LINE.
 GK1038'
 GK1038'R.M.S 1 AND 2 HAVE BEEN DISTURBED BUT ARE STILL IN PLACE.
 GK1038'
 GK1038'THE STATION IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0897 ***********************************************************************
 CB0897  DESIGNATION -  NOUGES
 CB0897  PID         -  CB0897
 CB0897  STATE/COUNTY-  TX/CROCKETT
 CB0897  USGS QUAD   -  NOELKE SW (1987)
 CB0897
 CB0897                         *CURRENT SURVEY CONTROL
 CB0897  ___________________________________________________________________
 CB0897* NAD 83(1993)-  31 01 40.06562(N)    100 59 58.76487(W)     ADJUSTED  
 CB0897* NAVD 88     -       793.4    (meters)    2603.     (feet)  VERTCON   
 CB0897  ___________________________________________________________________
 CB0897  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CB0897  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CB0897
 CB0897  HORZ ORDER  -  FIRST
 CB0897
 CB0897.The horizontal coordinates were established by classical geodetic methods
 CB0897.and adjusted by the National Geodetic Survey in February 1996..
 CB0897
 CB0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0897
 CB0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0897
 CB0897.The geoid height was determined by GEOID03.
 CB0897
 CB0897;                    North         East     Units Scale Factor Converg.
 CB0897;SPC TX C     - 3,151,078.476   636,389.621   MT  0.99988185   -0 20 35.5
 CB0897;SPC TX C     -10,338,163.30  2,087,888.28   sFT  0.99988185   -0 20 35.5
 CB0897;UTM  14      - 3,434,399.643   309,137.733   MT  1.00004936   -1 01 51.8
 CB0897
 CB0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0897!SPC TX C     -   0.99987911  x   0.99988185  =   0.99976097
 CB0897!UTM  14      -   0.99987911  x   1.00004936  =   0.99992846
 CB0897
 CB0897|---------------------------------------------------------------------|
 CB0897| PID    Reference Object                     Distance      Geod. Az  |
 CB0897|                                                           dddmmss.s |
 CB0897| CB0896 USGS MARK NEAR STATION NOUGES        34.071 METERS 01251     |
 CB0897| CV4956 NOUGES RM 1                          37.289 METERS 07740     |
 CB0897| CV4957 NOUGES RM 2                          36.722 METERS 14942     |
 CB0897| CV4955 NOUGES AZ MK                                       2042942.2 |
 CB0897|---------------------------------------------------------------------|
 CB0897
 CB0897                          SUPERSEDED SURVEY CONTROL
 CB0897
 CB0897  NAD 83(1986)-  31 01 40.07357(N)    100 59 58.75013(W) AD(       ) 1
 CB0897  NAD 27      -  31 01 39.46600(N)    100 59 57.35500(W) AD(       ) 1
 CB0897  NGVD 29 (07/19/86)  793.2    (m)         2602.     (f) VERT ANG       
 CB0897
 CB0897.Superseded values are not recommended for survey control.
 CB0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0897.See file dsdata.txt to determine how the superseded data were derived.
 CB0897
 CB0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV0913834400(NAD 83)
 CB0897_MARKER: DS = TRIANGULATION STATION DISK
 CB0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0897
 CB0897  HISTORY     - Date     Condition        Report By
 CB0897  HISTORY     - 1935     MONUMENTED       CGS
 CB0897  HISTORY     - 1943     GOOD             CGS
 CB0897  HISTORY     - 1946     GOOD             TXHD
 CB0897  HISTORY     - 1968     GOOD             CGS
 CB0897
 CB0897                          STATION DESCRIPTION
 CB0897
 CB0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0897'STATION IS ON LAND OWNED BY THE UNIVERSITY OF TEXAS AND LEASED
 CB0897'BY ROY DIVIDSON AND IS ABOUT 11 MILES SE OF BARNHART.
 CB0897'
 CB0897'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CB0897'DISKS SET IN CONCRETE.
 CB0897'
 CB0897'THERE IS A U.S.G.S. MARK N OF THE STATION, TO WHICH A TIE
 CB0897'WAS MADE.
 CB0897'
 CB0897'REFERENCE MARK NO. 1 IS NE OF STATION AND PROJECTS 6 INCHES.
 CB0897'
 CB0897'REFERENCE MARK NO. 2 IS SE OF STATION AND PROJECTS 6 INCHES.
 CB0897'
 CB0897'AZIMUTH MARK IS SE OF STATION.  TO REACH, GO 1.0 MILE SE
 CB0897'ACROSS PASTURE TO MARK BY WINDMILL.  MARK IS 1 FOOT N OF
 CB0897'FENCE, 34 FEET N OF WINDMILL, 37 FEET NW OF TANK, AND PROJECTS
 CB0897'6 INCHES.
 CB0897'
 CB0897'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY
 CB0897'163 IN BARNHART, GO E ON U.S. HIGHWAY 67 FOR 0.25 MILE, TAKE
 CB0897'RIGHT FORK, GO 3.5 MILES, TURN RIGHT ACROSS RAILROAD TRACKS,
 CB0897'GO 4.65 MILES S AND E TO GATE, PASS THRU, TURN RIGHT, GO 0.65
 CB0897'MILE TO FORKS, TAKE LEFT FORK, GO 1.9 MILES TO GATE AT WINDMILL,
 CB0897'PASS THRU, TURN LEFT, GO 0.25 MILE TO FORKS, TAKE RIGHT FORK,
 CB0897'GO 0.9 MILE TO GATE, PASS THRU, CONTINUE AHEAD 0.8 MILE TO
 CB0897'GATE, PASS THRU, GO 0.05 MILE TO NOUGES RANCH, PASS TO RIGHT
 CB0897'OF RANCH HOUSE THRU GATE, BEAR LEFT, PASS THRU TWO GATES S
 CB0897'OF RANCH HOUSE, TAKE MIDDLE ROAD AT THREE-WAY FORKS, GO 2.35
 CB0897'MILES SE TO TOP OF RIDGE, TURN LEFT, AND GO 200 FEET TO
 CB0897'STATION.  MARK IS 14 INCHES SQUARE AND PROJECTS 6 INCHES.
 CB0897'
 CB0897'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CB0897
 CB0897                          STATION RECOVERY (1943)
 CB0897
 CB0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CB0897'ALL MARKS WERE RECOVERED IN GOOD CONDITION, BUT THE ROUTE
 CB0897'TO THE STATION IS NOW CHANGED, DUE TO CHANGING ROADS, FENCES,
 CB0897'ETC.  THE STATION WAS USED ONLY AS A CHECK STATION, SO NO
 CB0897'DIRECTIONS OR DISTANCES WERE MEASURED.
 CB0897'
 CB0897'IT IS LOCATED BY AIR LINE DISTANCES ABOUT 12 MILES SE OF
 CB0897'BARNHART, 25 MILES NNE OF OZONA, AND 2-1/2 MILES SE OF THE
 CB0897'NOUGES RANCH HOUSE.  IT IS ON A HIGH RIDGE, WITH OPEN PRAIRIE
 CB0897'LAND TO THE N AND MESQUITE GROWING ABOUT 1/2 MILE AWAY IN ALL
 CB0897'OTHER DIRECTIONS.
 CB0897'
 CB0897'STATION IS MARKED BY A BRONZE TRIANGULATION-STATION DISK,
 CB0897'STAMPED NOUGES 1935, CEMENTED IN THE TOP OF A 16-INCH SQUARE
 CB0897'CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND.
 CB0897'IT IS ABOUT 275 FEET NW OF THE ROAD AND ABOUT 400 FEET NE OF
 CB0897'TWO MESQUITE TREES THAT STAND ON THE N SIDE OF THE ROAD.
 CB0897'
 CB0897'REFERENCE MARK NO. 1 IS E OF THE STATION.  A BRONZE REFERENCE-MARK
 CB0897'DISK, STAMPED NOUGES NO. 1 1935, SET IN TOP OF A ROUND CONCRETE
 CB0897'MONUMENT, PROJECTING 6 INCHES ABOVE GROUND.
 CB0897'
 CB0897'REFERENCE MARK NO. 2 IS SSE OF THE STATION.  A BRONZE
 CB0897'REFERENCE-MARK DISK, STAMPED NOUGES NO. 2 1935, SET IN TOP
 CB0897'OF A ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 CB0897'THE GROUND.
 CB0897'
 CB0897'THE U.S.G.S. MARK IS A BRONZE U.S.G.S. BENCH MARK DISK
 CB0897'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.  IT IS NNE OF THE
 CB0897'STATION.
 CB0897'
 CB0897'THE AZIMUTH MARK IS ABOUT 1 MILE SW (NOT SE AS ORIGINALLY
 CB0897'DESCRIBED) OF THE STATION, 34 FEET N OF THE WINDMILL AND 37
 CB0897'FEET NW OF THE WATER TANK.  MARKED BY A BRONZE AZIMUTH-MARK
 CB0897'DISK, STAMPED NOUGES 1935, SET IN TOP OF A ROUND CONCRETE
 CB0897'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 CB0897'
 CB0897'TO REACH FROM OZONA GO N TOWARD BARNHART ON TEXAS HIGHWAY
 CB0897'163 FOR 21.6 MILES TO A DIRT ROAD LEADING RIGHT THROUGH A
 CB0897'BUMPER GATE AT A WINDMILL AND A RED METAL WATER TANK.  AT
 CB0897'PRESENT A SIGN S-6 HERE INDICATES THE ROAD LEADS TO AN ARMY
 CB0897'BOMBING RANGE.  THIS IS 8 MILES BY ROAD S OF BARNHART.  TURN
 CB0897'RIGHT (E) THROUGH THE GATE AND FOLLOW THE ROAD ALONG THE S SIDE
 CB0897'OF A FENCE FOR 1.9 MILES TO A BUMPER GATE.  PASS THROUGH
 CB0897'THIS GATE AND CONTINUE ALONG ROAD BETWEEN TWO FENCES 1.8
 CB0897'MILES.  PASS BETWEEN TWO CORRALS AND PROCEED ALONG ROAD 1.3
 CB0897'MILES.  FOLLOWING N SIDE OF FENCE, TO A GATE.  JOG THROUGH
 CB0897'THIS GATE AND FOLLOW ROAD ALONG S SIDE OF FENCE 3.0 MILES
 CB0897'TO CATTLE GUARD AND END OF FENCE AT SE CORNER OF THE BOMBING
 CB0897'RANGE.  FROM HERE FOLLOW ROAD EASTERLY 3.9 MILES TO A BUMPER
 CB0897'GATE JUST AFTER PASSING 150 YARDS N OF RANCH HOUSE.  GO
 CB0897'THROUGH THIS GATE AND FOLLOW ROAD E 0.3 MILE.  THENCE TURN
 CB0897'LEFT, CROSS-COUNTRY ABOUT 275 FEET TO THE STATION.
 CB0897
 CB0897                          STATION RECOVERY (1946)
 CB0897
 CB0897'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1946 (AHC)
 CB0897'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  1943
 CB0897'DESCRIPTION GOOD EXCEPT THAT THE DISTANCE 3.9 MILES E SHOULD
 CB0897'BE 3.2 MILES NE TO A BUMP GATE.
 CB0897
 CB0897                          STATION RECOVERY (1968)
 CB0897
 CB0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0897'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE U.S. GEOLOGICAL
 CB0897'SURVEY BENCH MARK, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 CB0897'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO THE MARKS COMPARED
 CB0897'FAVORABLE WITH 1935 OBSERVATIONS.  DUE TO CHANGES IN THE ROADS, A
 CB0897'COMPLETE NEW DESCRIPTION FOLLOWS.
 CB0897'
 CB0897'THE STATION IS ABOUT 28 MILES NORTHWEST OF ELDORADO, 25 MILES
 CB0897'NORTH-NORTHEAST OF OZONA, 11 MILES SOUTHEAST OF BARNHART, AND ON
 CB0897'PROPERTY OF THE UNIVERSITY OF TEXAS AND LEASED BY MR. DE LONG WHO
 CB0897'LIVES ABOUT 100 YARDS WEST OF THE AZIMUTH MARK.
 CB0897'
 CB0897'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CB0897'STATE HIGHWAY 163 JUST EAST OF THE POST OFFICE IN BARNHART, GO
 CB0897'SOUTH ON STATE HIGHWAY 163 FOR 8.2 MILES TO A SIDE ROAD LEFT.  TURN
 CB0897'LEFT AND GO SOUTHEAST ON GRADED ROAD FOR 1.9 MILES TO A FORK.
 CB0897'TAKE THE LEFT FORK AND GO EAST ON GRADED ROAD FOR 4.15 MILES TO A
 CB0897'SIDE ROAD RIGHT AND A BOARD GATE ON THE LEFT.  CONTINUE EAST ON
 CB0897'GRADED ROAD FOR 1.9 MILES TO A CATTLE GUARD AND THE ROAD BEARS
 CB0897'TO THE NORTHEAST.  GO NORTHEAST ON GRADED ROAD FOR 2.25 MILES
 CB0897'TO A CATTLE GUARD.  CONTINUE NORTHEAST ON GRADED ROAD FOR 0.35
 CB0897'MILE TO A DRIVEWAY ON THE RIGHT.  (THE AZIMUTH MARK IS 0.2
 CB0897'MILE EAST OF THIS POINT.  IN MR. DE LONGS RANCH FEED LOT.)
 CB0897'CONTINUE NORTHEAST ON GRADED ROAD FOR 0.6 MILE TO A CATTLE
 CB0897'GUARD.  CONTINUE NORTHEAST ON GRADED ROAD FOR 0.35 MILE, THENCE
 CB0897'LEFT ACROSS GRASSY AREA FOR 0.1 MILE TO THE STATION.
 CB0897'
 CB0897'THE STATION IS A STANDARD DISK STAMPED NOUGES 1935, SET IN THE TOP
 CB0897'OF A 18-INCH SQUARE CONCRETE MONUMENT AND PROJECTS 6 INCHES ABOVE
 CB0897'THE GROUND SURFACE.  IT IS 286 FEET WEST OF THE CENTER OF THE
 CB0897'GRADED ROAD AND 4.7 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 CB0897'ATTACHED.
 CB0897'
 CB0897'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NOUGES NO 1 1935, SET
 CB0897'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 12
 CB0897'INCHES ABOVE THE GROUND SURFACE.  IT IS 195 FEET WEST OF THE CENTER
 CB0897'OF THE ROAD AND 120 FEET EAST OF THE WITNESS POST.
 CB0897'
 CB0897'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NOUGES NO 2 1935, SET
 CB0897'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 10
 CB0897'INCHES ABOVE THE GROUND SURFACE.  IT IS 183 FEET WEST OF THE CENTER
 CB0897'OF THE ROAD AND 124 FEET SOUTH OF THE WITNESS POST.
 CB0897'
 CB0897'THE USGS BM IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK CEMENTED
 CB0897'IN A DRILL HOLE IN A 1 BY 2 FOOT BOULDER AND PROJECTS 2 INCHES
 CB0897'ABOVE THE GROUND SURFACE.  THE DISK IS UNSTAMPED.  IT IS 297 FEET
 CB0897'WEST OF THE CENTER OF THE ROAD AND 108 FEET NORTHEAST OF THE METAL
 CB0897'WITNESS POST.
 CB0897'
 CB0897'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED NOUGES
 CB0897'AZI 1935, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 CB0897'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 CB0897'
 CB0897'IT IS 73 FEET EAST OF A POWER POLE WITH TRANSFORMER, 15 FEET
 CB0897'SOUTHWEST OF A CONCRETE WATER TANK, 9 FEET EAST OF THE EAST GATE
 CB0897'POST, AND 1 FOOT NORTH OF A FENCE.
 CB0897'
 CB0897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CB0897'11 MILES SOUTHEAST OF BARNHART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1123 ***********************************************************************
 CT1123  DESIGNATION -  NOVICE
 CT1123  PID         -  CT1123
 CT1123  STATE/COUNTY-  TX/COLEMAN
 CT1123  USGS QUAD   -  MC EWEN DRAW (1987)
 CT1123
 CT1123                         *CURRENT SURVEY CONTROL
 CT1123  ___________________________________________________________________
 CT1123* NAD 83(1993)-  32 01 11.05042(N)    099 34 13.45881(W)     ADJUSTED  
 CT1123* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 CT1123  ___________________________________________________________________
 CT1123  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CT1123  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CT1123
 CT1123  HORZ ORDER  -  SECOND
 CT1123
 CT1123.The horizontal coordinates were established by classical geodetic methods
 CT1123.and adjusted by the National Geodetic Survey in February 1996..
 CT1123
 CT1123.The orthometric height was scaled from a topographic map.
 CT1123
 CT1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1123
 CT1123.The geoid height was determined by GEOID03.
 CT1123
 CT1123;                    North         East     Units Scale Factor Converg.
 CT1123;SPC TX C     - 3,261,112.927   772,078.309   MT  1.00003949   +0 23 34.6
 CT1123;SPC TX C     -10,699,167.99  2,533,060.25   sFT  1.00003949   +0 23 34.6
 CT1123;SPC TXNC     - 2,039,668.687   498,874.092   MT  1.00003340   -0 35 01.7
 CT1123;SPC TXNC     - 6,691,813.02  1,636,722.75   sFT  1.00003340   -0 35 01.7
 CT1123;UTM  14      - 3,542,765.479   446,133.329   MT  0.99963578   -0 18 08.8
 CT1123
 CT1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1123!SPC TX C     -   0.99991052  x   1.00003949  =   0.99995000
 CT1123!SPC TXNC     -   0.99991052  x   1.00003340  =   0.99994391
 CT1123!UTM  14      -   0.99991052  x   0.99963578  =   0.99954633
 CT1123
 CT1123|---------------------------------------------------------------------|
 CT1123| PID    Reference Object                     Distance      Geod. Az  |
 CT1123|                                                           dddmmss.s |
 CT1123| CX7840 NOVICE RM 1                          18.835 METERS 07428     |
 CT1123| CX7841 NOVICE RM 2                          18.705 METERS 17852     |
 CT1123| CX7839 NOVICE AZ MK                                       2370219.1 |
 CT1123|---------------------------------------------------------------------|
 CT1123
 CT1123                          SUPERSEDED SURVEY CONTROL
 CT1123
 CT1123  NAD 83(1986)-  32 01 11.05784(N)    099 34 13.44555(W) AD(       ) 2
 CT1123  NAD 27      -  32 01 10.55140(N)    099 34 12.19070(W) AD(       ) 2
 CT1123
 CT1123.Superseded values are not recommended for survey control.
 CT1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1123.See file dsdata.txt to determine how the superseded data were derived.
 CT1123
 CT1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4613342765(NAD 83)
 CT1123_MARKER: DS = TRIANGULATION STATION DISK
 CT1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1123
 CT1123  HISTORY     - Date     Condition        Report By
 CT1123  HISTORY     - 1961     MONUMENTED       CGS
 CT1123
 CT1123                          STATION DESCRIPTION
 CT1123
 CT1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1123'THE STATION IS IN OPEN PASTURE LAND APPROXIMATELY 8 MILES
 CT1123'SOUTH OF OPLIN, 4 MILES NORTHEAST OF NOVICE AND ON PROPERTY
 CT1123'OWNED BY MR. JOHN HARRIS OF GALVESTON, TEXAS AND LEASED BY
 CT1123'MR. L.W. CLARE.
 CT1123'
 CT1123'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROADS
 CT1123'1770 AND 702 IN NOVICE, GO EAST ON FARM ROAD 702 FOR 2.4 MILES
 CT1123'TO THE INTERSECTION OF U.S. HIGHWAY 84 AND FARM ROAD 702.
 CT1123'TURN LEFT, NORTHWEST, ON HIGHWAY 84 FOR 0.1 MILE TO A CROSSROAD
 CT1123'AND A SIGN WARREN D. SORRELLS COKER FIELD.  TURN RIGHT, NORTH,
 CT1123'ON A GRAVEL ROAD FOR 0.35 MILE TO A T-INTERSECTION AND A
 CT1123'HOUSE STRAIGHT AHEAD.  TURN RIGHT, EAST AND NORTH, ON THE
 CT1123'GRAVEL ROAD FOR 0.4 MILE TO OIL TANKS AND A CATTLE GUARD ON
 CT1123'THE LEFT AND A CATTLE GUARD ON THE RIGHT.  CONTINUE NORTHERLY
 CT1123'ON THE GRAVEL ROAD FOR 1.4 MILES TO A FORK AND TWO CATTLE
 CT1123'GUARDS.  (FROM HERE TURN LEFT AND GO WEST ALONG THE SOUTH
 CT1123'SIDE OF THE FENCE FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 CT1123'RIGHT NEAR THE FENCE.) BEAR RIGHT, CROSS CATTLE GUARD,
 CT1123'AND GO NORTHERLY ON THE GRAVEL ROAD FOR 0.2 MILE TO A
 CT1123'FORK.  BEAR RIGHT, NORTHEAST AND EAST, ON THE GRAVEL ROAD
 CT1123'FOR 0.2 MILE TO TWO BLACK OIL TANKS ON THE LEFT.
 CT1123'CONTINUE EAST FOR 0.05 MILE TO A TRACK ROAD ON THE RIGHT.
 CT1123'TURN SHARP RIGHT AND GO WEST AND SOUTH ON THE TRACK ROAD
 CT1123'FOR 0.05 MILE TO THE STATION JUST BEFORE REACHING AN OIL
 CT1123'PUMP.
 CT1123'
 CT1123'STATION MARKS ARE STANDARD DISKS STAMPED NOVICE 1961.  THE
 CT1123'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 1 INCH
 CT1123'BELOW THE SURFACE OF THE GROUND.  IT IS 100 FEET NORTHWEST
 CT1123'OF THE CENTER OF THE OIL PUMP, 68 FEET NORTHWEST OF THE
 CT1123'NORTHEAST CORNER OF A FENCE AROUND THE OIL PUMP, 62.5 FEET
 CT1123'NORTH OF THE NORTHWEST CORNER OF THE FENCE AROUND THE OIL
 CT1123'PUMP AND 28 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 CT1123'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CT1123'23 INCHES BELOW THE SURFACE OF THE GROUND.
 CT1123'
 CT1123'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NOVICE NO 1 1961,
 CT1123'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 CT1123'IS 86 FEET NORTH OF THE NORTHEAST CORNER OF THE FENCE AROUND
 CT1123'THE OIL PUMP, 35 FEET EAST OF THE CENTER OF THE TRACK ROAD
 CT1123'AND 2.5 FEET NORTHWEST OF A METAL WITNESS POST.
 CT1123'
 CT1123'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NOVICE NO 2 1961,
 CT1123'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 CT1123'IS 2 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE
 CT1123'AROUND THE OIL PUMP.
 CT1123'
 CT1123'AZIMUTH MARK, A STANDARD DISK STAMPED NOVICE 1961, IS SET
 CT1123'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 CT1123'97.5 FEET WEST OF THE CENTER OF A CATTLE GUARD WITH A WAGON
 CT1123'WHEEL ON EACH END, 14 FEET NORTH OF A DIM TRACK ROAD, 2.2
 CT1123'FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 CT1123'
 CT1123'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CT1123'AN 8 OR 10 FOOT TARGET AND APPROXIMATELY ONE HOUR CLEARING OF
 CT1123'BRUSH NEEDED TO SEE THE AZIMUTH MARK FROM THE GROUND AT THE
 CT1123'STATION.
 CT1123'
 CT1123'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1440 ***********************************************************************
 AH1440  DESIGNATION -  NOVILLO WINDMILL
 AH1440  PID         -  AH1440
 AH1440  STATE/COUNTY-  TX/KLEBERG
 AH1440  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1440
 AH1440                         *CURRENT SURVEY CONTROL
 AH1440  ___________________________________________________________________
 AH1440* NAD 83(1993)-  27 27 22.95906(N)    097 22 12.19561(W)     ADJUSTED  
 AH1440* NAVD 88     -                                                        
 AH1440  ___________________________________________________________________
 AH1440  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AH1440  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AH1440
 AH1440  HORZ ORDER  -  THIRD
 AH1440
 AH1440.The horizontal coordinates were established by classical geodetic methods
 AH1440.and adjusted by the National Geodetic Survey in February 1996..
 AH1440
 AH1440
 AH1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1440
 AH1440.The geoid height was determined by GEOID03.
 AH1440
 AH1440;                    North         East     Units Scale Factor Converg.
 AH1440;SPC TX S     - 5,198,787.006   411,686.602   MT  0.99992624   +0 30 46.8
 AH1440;SPC TX S     -17,056,353.70  1,350,675.13   sFT  0.99992624   +0 30 46.8
 AH1440;UTM  14      - 3,038,041.423   661,069.995   MT  0.99992025   +0 45 06.1
 AH1440
 AH1440                          SUPERSEDED SURVEY CONTROL
 AH1440
 AH1440  NAD 83(1986)-  27 27 22.97178(N)    097 22 12.17180(W) AD(       ) 4
 AH1440  NAD 27      -  27 27 21.82600(N)    097 22 11.20000(W) AD(       ) 3
 AH1440
 AH1440.Superseded values are not recommended for survey control.
 AH1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1440.See file dsdata.txt to determine how the superseded data were derived.
 AH1440
 AH1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6107038041(NAD 83)
 AH1440_MARKER: 66 = WINDMILL
 AH1440
 AH1440  HISTORY     - Date     Condition        Report By
 AH1440  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1440
 AH1440                          STATION DESCRIPTION
 AH1440
 AH1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1440'ABOUT 17 MILES SOUTH OF THE U.S. NAVAL AIR STATION, ON THE
 AH1440'LAURELES DIVISION OF THE KING RANCH, ABOUT 1/2 MILE EAST
 AH1440'OF LEGUNA MADRE, AT THE FENCE BETWEEN VINA PASTURE AND OJO
 AH1440'DE AGUA PASTURE, ABOUT 300 FEET WEST OF MAIN ROAD FROM THE
 AH1440'NORTH GATE OF THE KING RANCH TO MARTILLO CAMP, 50 FT. NORTHEAST
 AH1440'OF A CIRCULAR CONCRETE WATER TANK FOR CATTLE.
 AH1440'
 AH1440'THE NAME NOVILLO MEANS STEER CALF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1568 ***********************************************************************
 AH1568  DESIGNATION -  NUECES
 AH1568  PID         -  AH1568
 AH1568  STATE/COUNTY-  TX/SAN PATRICIO
 AH1568  USGS QUAD   -  EDROY (1975)
 AH1568
 AH1568                         *CURRENT SURVEY CONTROL
 AH1568  ___________________________________________________________________
 AH1568* NAD 83(1993)-  27 56 23.24433(N)    097 39 03.35206(W)     ADJUSTED  
 AH1568* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 AH1568  ___________________________________________________________________
 AH1568  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AH1568  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AH1568
 AH1568  HORZ ORDER  -  SECOND
 AH1568
 AH1568.The horizontal coordinates were established by classical geodetic methods
 AH1568.and adjusted by the National Geodetic Survey in February 1996..
 AH1568
 AH1568.The orthometric height was scaled from a topographic map.
 AH1568
 AH1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1568
 AH1568.The geoid height was determined by GEOID03.
 AH1568
 AH1568;                    North         East     Units Scale Factor Converg.
 AH1568;SPC TX S     - 5,252,135.761   383,564.141   MT  1.00002868   +0 23 07.7
 AH1568;SPC TX S     -17,231,382.08  1,258,410.02   sFT  1.00002868   +0 23 07.7
 AH1568;UTM  14      - 3,091,264.847   632,724.439   MT  0.99981743   +0 37 55.9
 AH1568
 AH1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1568!SPC TX S     -   0.99999968  x   1.00002868  =   1.00002836
 AH1568!UTM  14      -   0.99999968  x   0.99981743  =   0.99981711
 AH1568
 AH1568:                Primary Azimuth Mark                     Grid Az
 AH1568:SPC TX S     -  ODEM MUNICIPAL TANK                      079 27 10.3
 AH1568:UTM  14      -  ODEM MUNICIPAL TANK                      079 12 22.1
 AH1568
 AH1568|---------------------------------------------------------------------|
 AH1568| PID    Reference Object                     Distance      Geod. Az  |
 AH1568|                                                           dddmmss.s |
 AH1568| AH1554 ODEM MUNICIPAL TANK                 APPROX. 6.7 KM 0795018.0 |
 AH1568| AH1567 NUECES 2                             67.984 METERS 09856     |
 AH1568| CV2733 NUECES RM 1                          23.345 METERS 14627     |
 AH1568| CV2732 NUECES AZ MK                                       1545514.3 |
 AH1568| CV2734 NUECES RM 2                          33.717 METERS 23722     |
 AH1568|---------------------------------------------------------------------|
 AH1568
 AH1568                          SUPERSEDED SURVEY CONTROL
 AH1568
 AH1568  NAD 83(1986)-  27 56 23.25218(N)    097 39 03.33212(W) AD(       ) 2
 AH1568  NAD 27      -  27 56 22.18700(N)    097 39 02.34800(W) AD(       ) 2
 AH1568
 AH1568.Superseded values are not recommended for survey control.
 AH1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1568.See file dsdata.txt to determine how the superseded data were derived.
 AH1568
 AH1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3272491265(NAD 83)
 AH1568_MARKER: DS = TRIANGULATION STATION DISK
 AH1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1568
 AH1568  HISTORY     - Date     Condition        Report By
 AH1568  HISTORY     - 1953     MONUMENTED       CGS
 AH1568  HISTORY     - 1963     GOOD             CGS
 AH1568  HISTORY     - 1967     MARK NOT FOUND   HUMBLE
 AH1568  HISTORY     - 1967     SEE DESCRIPTION  CGS
 AH1568
 AH1568                          STATION DESCRIPTION
 AH1568
 AH1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1568'THE STATION IS LOCATED ABOUT 11-1/2 MILES SOUTHEAST OF MATHIS.
 AH1568'4 MILES WEST OF ODEM.  AND ON THE EAST RIGHT-OF-WAY OF STATE
 AH1568'HIGHWAY 9.
 AH1568'
 AH1568'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND FARM ROAD
 AH1568'631 IN ODEM, GO WEST ON U.S. HIGHWAY 77 FOR 4.5 MILES TO A
 AH1568'JUNCTION.  TURN RIGHT ON STATE HIGHWAY 9 AND GO NORTHERLY
 AH1568'FOR 2.6 MILES TO THE TOP OF A RISE AND THE AZIMUTH MARK ON
 AH1568'THE LEFT.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 9 FOR 0.25
 AH1568'MILE TO A FENCE CORNER AND THE STATION SITE ON THE RIGHT, EAST
 AH1568'HIGHWAY RIGHT-OF-WAY.
 AH1568'
 AH1568'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AH1568'
 AH1568'THE STATION MARK IS STAMPED NUECES 1953, AND IT PROJECTS 4 INCHES.
 AH1568'THE MARK IS LOCATED 52 FEET EAST OF THE CENTER LINE OF STATE
 AH1568'HIGHWAY 9.  11 FEET NORTHWEST OF A FENCE CORNER.  AND 10 FEET
 AH1568'NORTHWEST OF A WHITE WITNESS POST.
 AH1568'
 AH1568'REFERENCE MARK NO. 1 IS STAMPED NUECES NO 1 1953, AND IT PROJECTS
 AH1568'5 INCHES.
 AH1568'
 AH1568'THE MARK IS LOCATED 58 FEET EAST OF THE CENTER LINE OF STATE
 AH1568'HIGHWAY 9, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE LINE.
 AH1568'
 AH1568'REFERENCE MARK NO. 2 IS STAMPED NUECES NO 2 1953, AND IT
 AH1568'PROJECTS 4 INCHES.  THE MARK IS LOCATED 59 FEET WEST OF THE
 AH1568'CENTER LINE OF STATE HIGHWAY 9, AND 2 FEET EAST OF THE WEST
 AH1568'RIGHT-OF-WAY FENCE LINE.
 AH1568'
 AH1568'THE AZIMUTH MARK IS STAMPED NUECES 1953, AND IT PROJECTS 3
 AH1568'INCHES.  THE MARK IS LOCATED 0.25 MILE SOUTH OF THE STATION.
 AH1568'59 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 9.  2 FEET
 AH1568'NORTH OF A WHITE WITNESS POST.  AND 1 FOOT EAST OF THE WEST
 AH1568'RIGHT-OF-WAY FENCE LINE.
 AH1568'
 AH1568'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AH1568
 AH1568                          STATION RECOVERY (1963)
 AH1568
 AH1568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AH1568'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AH1568'THE AZIMUTH MARK HAS BEEN DESTROYED, THE MARK WAS RECOVERED.
 AH1568
 AH1568                          STATION RECOVERY (1967)
 AH1568
 AH1568'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AH1568'STATION MARK NUECES, R.M. 1, R.M. 2 AND AZIMUTH MARK HAVE ALL
 AH1568'BEEN DESTROYED.  THE STATION WAS DESTROYED BY HIGHWAY CONSTRUCTION.
 AH1568
 AH1568                          STATION RECOVERY (1967)
 AH1568
 AH1568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AH1568'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AH1568'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 AH1568'TO BE DESTROYED.  DUE TO ROAD IMPROVEMENTS THE STATION MARK
 AH1568'(SURFACE), AND BOTH REFERENCE MARKS WERE DESTROYED AT THE
 AH1568'REQUEST OF THE TEXAS HIGHWAY DEPARTMENT TO CLEAR THE AREA
 AH1568'FOR ROAD CONSTRUCTION.
 AH1568'
 AH1568'A NEW STATION NUECES 2 1967 WAS ESTABLISHED AND ITS POSITION
 AH1568'DETERMINED BY TRAVERSE.  DISTANCE BEING 67.984 METERS (223.04 FEET)
 AH1568'EAST FROM NUECES TO NUECES 2.
 AH1568'
 AH1568'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AH1568'
 AH1568'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 AH1568'SOUTHEAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1567 ***********************************************************************
 AH1567  DESIGNATION -  NUECES 2
 AH1567  PID         -  AH1567
 AH1567  STATE/COUNTY-  TX/SAN PATRICIO
 AH1567  USGS QUAD   -  EDROY (1975)
 AH1567
 AH1567                         *CURRENT SURVEY CONTROL
 AH1567  ___________________________________________________________________
 AH1567* NAD 83(1993)-  27 56 22.90118(N)    097 39 00.89545(W)     ADJUSTED  
 AH1567* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 AH1567  ___________________________________________________________________
 AH1567  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AH1567  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AH1567
 AH1567  HORZ ORDER  -  THIRD
 AH1567
 AH1567.The horizontal coordinates were established by classical geodetic methods
 AH1567.and adjusted by the National Geodetic Survey in February 1996..
 AH1567.No horizontal observational check was made to the station.
 AH1567
 AH1567.The orthometric height was scaled from a topographic map.
 AH1567
 AH1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1567
 AH1567.The geoid height was determined by GEOID03.
 AH1567
 AH1567;                    North         East     Units Scale Factor Converg.
 AH1567;SPC TX S     - 5,252,125.650   383,631.372   MT  1.00002865   +0 23 08.9
 AH1567;SPC TX S     -17,231,348.90  1,258,630.59   sFT  1.00002865   +0 23 08.9
 AH1567;UTM  14      - 3,091,255.028   632,791.698   MT  0.99981765   +0 37 57.0
 AH1567
 AH1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1567!SPC TX S     -   0.99999968  x   1.00002865  =   1.00002833
 AH1567!UTM  14      -   0.99999968  x   0.99981765  =   0.99981733
 AH1567
 AH1567:                Primary Azimuth Mark                     Grid Az
 AH1567:SPC TX S     -  ODEM MUNICIPAL TANK                      079 15 43.3
 AH1567:UTM  14      -  ODEM MUNICIPAL TANK                      079 00 55.2
 AH1567
 AH1567|---------------------------------------------------------------------|
 AH1567| PID    Reference Object                     Distance      Geod. Az  |
 AH1567|                                                           dddmmss.s |
 AH1567| AH1554 ODEM MUNICIPAL TANK                 APPROX. 6.7 KM 0793852.2 |
 AH1567| CV2736 NUECES 2 RM 3                        13.891 METERS 08926     |
 AH1567| CV2737 NUECES 2 RM 4                        13.880 METERS 15323     |
 AH1567| AH1568 NUECES                               67.984 METERS 27856     |
 AH1567| CV2735 NUECES 2 AZ MK                                     3585955.3 |
 AH1567|---------------------------------------------------------------------|
 AH1567
 AH1567                          SUPERSEDED SURVEY CONTROL
 AH1567
 AH1567  NAD 83(1986)-  27 56 22.90904(N)    097 39 00.87552(W) AD(       ) 3
 AH1567  NAD 27      -  27 56 21.84400(N)    097 38 59.89100(W) AD(       ) 3
 AH1567
 AH1567.Superseded values are not recommended for survey control.
 AH1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1567.See file dsdata.txt to determine how the superseded data were derived.
 AH1567
 AH1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3279291255(NAD 83)
 AH1567_MARKER: DS = TRIANGULATION STATION DISK
 AH1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1567
 AH1567  HISTORY     - Date     Condition        Report By
 AH1567  HISTORY     - 1967     MONUMENTED       CGS
 AH1567  HISTORY     - 1975     GOOD             TXHD
 AH1567
 AH1567                          STATION DESCRIPTION
 AH1567
 AH1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AH1567'THE STATION IS ABOUT 3 MILES SOUTHEAST OF EDROY, ABOUT 4 MILES
 AH1567'WEST OF ODEM, ALONG THE EAST SIDE OF INTERSTATE HIGHWAY 37,
 AH1567'AND O LAND OWNED BY MR. LEO WELDER.
 AH1567'
 AH1567'TO REACH STATION FROM THE POST OFFICE IN EDROY, GO EAST ON
 AH1567'STATE HIGHWAY 234, FOR 0.35 MILE TO THE JUNCTION OF INTERSTATE
 AH1567'HIGHWAY 37.  TURN RIGHT, SOUTHEAST, GO 2.95 MILES ALONG
 AH1567'INTERSTATE HIGHWAY 37 TO STATION ON THE LEFT.  TO REACH THE
 AH1567'AZIMUTH MARK FROM STATION, GO NORTHWEST ON INTERSTATE HIGHWAY 37
 AH1567'FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT, EAST, GO 0.3 MILE TO
 AH1567'MARK ON THE LEFT.
 AH1567'
 AH1567'STATION MARKS ARE STANDARD DISKS, STAMPED NUECES 2 1967.  THE
 AH1567'SURFACE DISK IS SET IN A 12 IN BY 12 IN CONCRETE POST FLUSH
 AH1567'WITH THE SURFACE OF GROUND.  IT IS 14 FEET SOUTHEAST OF A
 AH1567'POWERLINE POLE WHICH SUPPORTS THE POWERLINE LEADING NORTH AND
 AH1567'EAST, 13 FEET SOUTHEAST OF A CORNER FENCE POST, 7 FEET SOUTH
 AH1567'OF AN EAST-WEST FENCE, 4 FEET NORTH OF A METAL WITNESS POST,
 AH1567'AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, THE UNDERGROUND DISK
 AH1567'IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 AH1567'SURFACE OF GROUND.
 AH1567'
 AH1567'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED NUECES 2 NO 3
 AH1567'1967 IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 AH1567'SURFACE OF GROUND.  IT IS 39 FEET EAST OF THE EAST POLE OF
 AH1567'TWIN POWERLINE POLES, 55 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 AH1567'CORNER AND IS UNDER THE FENCE.
 AH1567'
 AH1567'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED NUECES 2 NO 4
 AH1567'1967 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3
 AH1567'INCHES ABOVE GROUND.  IT IS 58 FEET SOUTH OF THE CORNER FENCE
 AH1567'POST AND IS UNDER THE RIGHT-OF-WAY FENCE LINE.
 AH1567'
 AH1567'AZIMUTH MARK, A STANDARD DISK, STAMPED NUECES 2 1967, IS SET IN
 AH1567'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 AH1567'ABOVE GROUND.  IT IS 100 FEET WEST OF THE CENTER OF A FIELD
 AH1567'ENTRANCE, 37 FEET NORTH OF THE CENTER LINE OF ROAD, 2 FEET
 AH1567'WEST OF POWERLINE POLE NO. 8/150, AND 1 FOOT EAST OF A METAL
 AH1567'WITNESS POST.
 AH1567'
 AH1567'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AH1567
 AH1567                          STATION RECOVERY (1975)
 AH1567
 AH1567'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (FCM)
 AH1567'NUECES RECOVERED VERY GOOD.  (WITH SIGN IN PLACE).
 AH1567'
 AH1567'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SE OF EOROY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1278 ***********************************************************************
 AH1278  DESIGNATION -  NUECES KLEBERG CO LINE POST
 AH1278  PID         -  AH1278
 AH1278  STATE/COUNTY-  TX/NUECES
 AH1278  USGS QUAD   -  PITA ISLAND (1975)
 AH1278
 AH1278                         *CURRENT SURVEY CONTROL
 AH1278  ___________________________________________________________________
 AH1278* NAD 83(1993)-  27 33 39.18012(N)    097 19 30.03276(W)     ADJUSTED  
 AH1278* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1278  ___________________________________________________________________
 AH1278  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1278  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AH1278
 AH1278  HORZ ORDER  -  SECOND
 AH1278
 AH1278.The horizontal coordinates were established by classical geodetic methods
 AH1278.and adjusted by the National Geodetic Survey in February 1996..
 AH1278
 AH1278.The orthometric height was scaled from a topographic map.
 AH1278
 AH1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1278
 AH1278.The geoid height was determined by GEOID03.
 AH1278
 AH1278;                    North         East     Units Scale Factor Converg.
 AH1278;SPC TX S     - 5,210,406.858   416,031.046   MT  0.99994235   +0 32 00.4
 AH1278;SPC TX S     -17,094,476.50  1,364,928.52   sFT  0.99994235   +0 32 00.4
 AH1278;UTM  14      - 3,049,679.325   665,365.667   MT  0.99993755   +0 46 30.6
 AH1278
 AH1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1278!SPC TX S     -   1.00000391  x   0.99994235  =   0.99994626
 AH1278!UTM  14      -   1.00000391  x   0.99993755  =   0.99994146
 AH1278
 AH1278                          SUPERSEDED SURVEY CONTROL
 AH1278
 AH1278  NAD 83(1986)-  27 33 39.19094(N)    097 19 30.00813(W) AD(       ) 2
 AH1278  NAD 27      -  27 33 38.04900(N)    097 19 29.03900(W) AD(       ) 2
 AH1278
 AH1278.Superseded values are not recommended for survey control.
 AH1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1278.See file dsdata.txt to determine how the superseded data were derived.
 AH1278
 AH1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6536649679(NAD 83)
 AH1278_MARKER: N = NAIL
 AH1278_SETTING: 0 = UNSPECIFIED SETTING
 AH1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1278
 AH1278  HISTORY     - Date     Condition        Report By
 AH1278  HISTORY     - 1939     MONUMENTED       CGS
 AH1278  HISTORY     - 1949     GOOD             CGS
 AH1278  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1278
 AH1278                          STATION DESCRIPTION
 AH1278
 AH1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1278'STATION WAS RECOVERED IN GOOD CONDITION.
 AH1278'
 AH1278'STATION IS ON THE KING RANCH, 10 MILES SSW OF THE SOUTH GATE
 AH1278'OF CORPUS CHRISTI NAVAL AIR STATION (FOLLOWING NUECES COUNTY
 AH1278'ROAD NO. 3 AND ITS SOUTHWARD EXTENSION), ON THE W SHORELINE
 AH1278'OF LAGUNA MADRE, 600 FT. ESE OF THE CENTERLINE OF THE ROAD,
 AH1278'ABOUT 0.4 MILES S OF THE NE CORNER OF FORMER FLYING FIELD 41.
 AH1278'240 FT. S OF A SMALL SIGN (LETTERING OBLITERATED) SUPPORTED BY A
 AH1278'6 IN X 8 IN POST AND A 2 IN X 6 IN POST PROJECTING 3 FT.
 AH1278'41 FT. S OF SOUTH OF A SMALL WASH, AND 633.8 FT. S OF
 AH1278'TRIANGULATION STATION HARDPAN, 1912.
 AH1278'
 AH1278'STATION IS A 4-INCH CEDAR POST HAVING A NAIL IN THE TOP,
 AH1278'PROJECTING 3 FT. ABOVE THE SHORELINE, AND HAVING THE LETTER K
 AH1278'INSCRIBED ON THE S SIDE, THE LETTER N ON THE NORTH SIDE, AND
 AH1278'THE FIGURE 31+ ON THE W SIDE.
 AH1278
 AH1278                          STATION RECOVERY (2001)
 AH1278
 AH1278'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH1278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0404 ***********************************************************************
 BQ0404  DESIGNATION -  NUNN
 BQ0404  PID         -  BQ0404
 BQ0404  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0404  USGS QUAD   -  FRIEND MOUNTAIN (1978)
 BQ0404
 BQ0404                         *CURRENT SURVEY CONTROL
 BQ0404  ___________________________________________________________________
 BQ0404* NAD 83(1993)-  30 46 41.97859(N)    104 07 20.57650(W)     ADJUSTED  
 BQ0404* NAVD 88     -      2022.     (meters)    6634.     (feet)  SCALED    
 BQ0404  ___________________________________________________________________
 BQ0404  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 BQ0404  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 BQ0404
 BQ0404  HORZ ORDER  -  SECOND
 BQ0404
 BQ0404.The horizontal coordinates were established by classical geodetic methods
 BQ0404.and adjusted by the National Geodetic Survey in February 1996..
 BQ0404
 BQ0404.The orthometric height was scaled from a topographic map.
 BQ0404
 BQ0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0404
 BQ0404.The geoid height was determined by GEOID03.
 BQ0404
 BQ0404;                    North         East     Units Scale Factor Converg.
 BQ0404;SPC TX C     - 3,129,408.999   337,405.573   MT  0.99988928   -1 57 05.7
 BQ0404;SPC TX C     -10,267,069.36  1,106,971.45   sFT  0.99988928   -1 57 05.7
 BQ0404;UTM  13      - 3,405,364.592   583,977.455   MT  0.99968699   +0 26 56.8
 BQ0404
 BQ0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0404!SPC TX C     -   0.99968598  x   0.99988928  =   0.99957530
 BQ0404!UTM  13      -   0.99968598  x   0.99968699  =   0.99937307
 BQ0404
 BQ0404|---------------------------------------------------------------------|
 BQ0404| PID    Reference Object                     Distance      Geod. Az  |
 BQ0404|                                                           dddmmss.s |
 BQ0404| CH9177 NUNN RM 1                             5.558 METERS 09517     |
 BQ0404| CH9178 NUNN RM 2                             6.429 METERS 18923     |
 BQ0404| CH9176 NUNN AZ MK                                         2003049.5 |
 BQ0404|---------------------------------------------------------------------|
 BQ0404
 BQ0404                          SUPERSEDED SURVEY CONTROL
 BQ0404
 BQ0404  NAD 83(1986)-  30 46 41.97738(N)    104 07 20.57680(W) AD(       ) 2
 BQ0404  NAD 27      -  30 46 41.45300(N)    104 07 18.88900(W) AD(       ) 2
 BQ0404
 BQ0404.Superseded values are not recommended for survey control.
 BQ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0404.See file dsdata.txt to determine how the superseded data were derived.
 BQ0404
 BQ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ8397705365(NAD 83)
 BQ0404_MARKER: DS = TRIANGULATION STATION DISK
 BQ0404_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0404
 BQ0404  HISTORY     - Date     Condition        Report By
 BQ0404  HISTORY     - 1942     MONUMENTED       CGS
 BQ0404
 BQ0404                          STATION DESCRIPTION
 BQ0404
 BQ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0404'STATION IS BY AIR LINE DISTANCES ABOUT 20 MILES NW OF FORT DAVIS,
 BQ0404'28 MILES NE OF VALENTINE, 26 MILES SW OF BALMORHEA, 10 MILES
 BQ0404'NW OF THE MC DONALD OBSERVATORY, AND 14 MILES SSW OF NEWMAN
 BQ0404'MOUNTAIN.  IT IS ON THE W EDGE OF THE DAVIS MOUNTAINS, ON THE
 BQ0404'HIGHEST PEAK IN THE VICINITY.
 BQ0404'
 BQ0404'STATION IS MARKED BY A STANDARD DISK, STAMPED NUNN 1942,
 BQ0404'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, ON HIGHEST PART
 BQ0404'OF THIS ROCKY PEAK.
 BQ0404'
 BQ0404'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED NUNN NO. 1
 BQ0404'1942, CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER.
 BQ0404'
 BQ0404'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED NUNN NO. 2
 BQ0404'1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BQ0404'
 BQ0404'AZIMUTH MARK IS AT THE POINT INDICATED IN THE APPROACH TO
 BQ0404'THE STATION.  IT IS A STANDARD DISK, STAMPED NUNN 1942, CEMENTED
 BQ0404'IN THE TOP OF THE W END OF THE ROCK CULVERT.
 BQ0404'
 BQ0404'NO UNDERGROUND MARK WAS ESTABLISHED.
 BQ0404'
 BQ0404'TO REACH STATION FROM FORT DAVIS GO NW ON PAVED ROAD, STATE
 BQ0404'HIGHWAY 17, 1.3 MILES TO ROAD FORKS, TAKE LEFT FORK TOWARD
 BQ0404'MC DONALD OBSERVATORY, STATE HIGHWAY 118, PAVED, 14.5 MILES TO
 BQ0404'A SPUR ROAD RIGHT TO THE OBSERVATORY.  CONTINUE STRAIGHT AHEAD,
 BQ0404'STATE HIGHWAY 118 (PAVEMENT ENDS HERE), GRAVELED, 11.8 MILES TO
 BQ0404'A CATTLE GUARD, CONTINUE NW ON HIGHWAY 0.5 MILE TO A ROCK
 BQ0404'CULVERT, AND THE AZIMUTH MARK.  THIS IS ABOUT 1-1/2 MILES S OF A
 BQ0404'HILL WHERE THE HIGHWAY DROPS INTO THE VALLEY TO THE W OF
 BQ0404'THE DAVIS MOUNTAINS.  FROM THE CULVERT AND AZIMUTH MARK
 BQ0404'CONTINUE ON HIGHWAY NW 0.2 MILE TO A DIRT ROAD RIGHT AT GATE,
 BQ0404'TURN RIGHT THROUGH GATE AND GO NE AND N 0.6 MILE ON
 BQ0404'MAIN-TRAVELED ROAD TO ANOTHER GATE, PASS THROUGH THIS GATE
 BQ0404'AND CONTINUE 1.2 MILES TO A RED BOARD GATE AT RANCH HOUSE, GO
 BQ0404'THROUGH THIS GATE AND PASS TO RIGHT OF HOUSE, CONTINUE ON
 BQ0404'ROAD DOWN CANYON 0.6 MILE TO A LARGE ROCK HOUSE ON LEFT.
 BQ0404'CONTINUE PAST THE HOUSE AND FOLLOW MAIN-TRAVELED ROAD 1.2 MILES
 BQ0404'TO A GATE.  PASS THROUGH THE GATE AND PROCEED ALONG ROAD 0.3
 BQ0404'MILE, THEN TURN LEFT ACROSS COUNTRY THROUGH SCRUB BRUSH
 BQ0404'0.15 MILE IN A NORTHWESTERLY DIRECTION TO BASE OF HILL AND END
 BQ0404'OF TRUCK TRAVEL.  PACK UP RIDGE IN A WESTERLY DIRECTION
 BQ0404'ABOUT 1 MILE (ONE HOUR) TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1192 ***********************************************************************
 AN1192  DESIGNATION -  NURSE
 AN1192  PID         -  AN1192
 AN1192  STATE/COUNTY-  TX/VICTORIA
 AN1192  USGS QUAD   -  NURSERY (1987)
 AN1192
 AN1192                         *CURRENT SURVEY CONTROL
 AN1192  ___________________________________________________________________
 AN1192* NAD 83(1993)-  28 58 07.77271(N)    097 04 45.61422(W)     ADJUSTED  
 AN1192* NAVD 88     -        58.59   (+/-2cm)     192.2    (feet)  VERTCON   
 AN1192  ___________________________________________________________________
 AN1192  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AN1192  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1192
 AN1192  HORZ ORDER  -  FIRST
 AN1192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1192
 AN1192.The horizontal coordinates were established by classical geodetic methods
 AN1192.and adjusted by the National Geodetic Survey in February 1996..
 AN1192
 AN1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1192.The vertical order pertains to the NGVD 29 superseded value.
 AN1192
 AN1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1192
 AN1192.The geoid height was determined by GEOID03.
 AN1192
 AN1192;                    North         East     Units Scale Factor Converg.
 AN1192;SPC TXSC     - 4,127,380.431   787,173.184   MT  0.99988352   +0 56 27.4
 AN1192;SPC TXSC     -13,541,247.30  2,582,584.02   sFT  0.99988352   +0 56 27.4
 AN1192;UTM  14      - 3,206,051.390   687,147.265   MT  1.00003222   +0 55 49.8
 AN1192
 AN1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1192!SPC TXSC     -   0.99999509  x   0.99988352  =   0.99987861
 AN1192!UTM  14      -   0.99999509  x   1.00003222  =   1.00002731
 AN1192
 AN1192|---------------------------------------------------------------------|
 AN1192| PID    Reference Object                     Distance      Geod. Az  |
 AN1192|                                                           dddmmss.s |
 AN1192| AN1193 NURSE RM 1                           35.762 METERS 07222     |
 AN1192| AN2369 VICTORIA EAST MUNICIPAL TANK        APPROX.20.3 KM 1550901.5 |
 AN1192| AN2057 VICTORIA KVIC RADIO TOWER           APPROX.17.0 KM 1560728.5 |
 AN1192| AN2060 VICTORIA WEST MUNICIPAL TANK        APPROX.19.3 KM 1601747.8 |
 AN1192| AN2059 VICTORIA CENTRAL P L CO STK         APPROX.21.0 KM 1611804.1 |
 AN1192| AN1194 NURSE RM 2                           35.537 METERS 16821     |
 AN1192| AN1191 NURSE AZ MK                                        1684845.6 |
 AN1192| AN2053 VICTORIA COUNTY AIRPORT BEACON      APPROX.21.9 KM 1800258.5 |
 AN1192|---------------------------------------------------------------------|
 AN1192
 AN1192                          SUPERSEDED SURVEY CONTROL
 AN1192
 AN1192  NAD 83(1986)-  28 58 07.78146(N)    097 04 45.60120(W) AD(       ) 1
 AN1192  NAD 27      -  28 58 06.84100(N)    097 04 44.64600(W) AD(       ) 1
 AN1192  NGVD 29 (??/??/92)   58.63   (m)          192.4    (f) COMPUTED    2 0
 AN1192
 AN1192.Superseded values are not recommended for survey control.
 AN1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1192.See file dsdata.txt to determine how the superseded data were derived.
 AN1192
 AN1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8714706051(NAD 83)
 AN1192_MARKER: DS = TRIANGULATION STATION DISK
 AN1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1192_STAMPING: NURSE 1943
 AN1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1192+STABILITY: SURFACE MOTION
 AN1192
 AN1192  HISTORY     - Date     Condition        Report By
 AN1192  HISTORY     - 1943     MONUMENTED       CGS
 AN1192  HISTORY     - 1943     GOOD             CGS
 AN1192  HISTORY     - 1952     GOOD             CGS
 AN1192  HISTORY     - 1963     GOOD             CGS
 AN1192
 AN1192                          STATION DESCRIPTION
 AN1192
 AN1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN1192'STATION IS LOCATED ABOUT 3 MILES N OF NURSERY, 76 PACES SW
 AN1192'OF AN OLD WOODEN WINDMILL, 15 FEET S OF A WIRE FENCE AND
 AN1192'IN AN OLD N-S FENCE LINE.  IT IS STAMPED NURSE 1943 AND
 AN1192'PROJECTS 4 INCHES.
 AN1192'
 AN1192'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AN1192'DISKS SET IN CONCRETE.
 AN1192'
 AN1192'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 115 FEET SW
 AN1192'OF THE WINDMILL AND 1 FOOT S OF THE WIRE FENCE.  IT IS STAMPED
 AN1192'NURSE NO. 1 1943 AND PROJECTS 8 INCHES.
 AN1192'
 AN1192'REFERENCE MARK NO. 2 IS S OF THE STATION IN THE OLD FENCE
 AN1192'LINE.  IT IS STAMPED NURSE NO. 2 1943 AND PROJECTS 4 INCHES.
 AN1192'
 AN1192'THE AZIMUTH MARK IS S OF THE STATION, 40 FEET N OF THE CENTER
 AN1192'LINE OF A GRAVEL ROAD AND 15 FEET W OF THE W END OF A GATE.
 AN1192'IT IS STAMPED NURSE 1943 AND PROJECTS 4 INCHES.
 AN1192'
 AN1192'TO REACH THE STATION FROM THE GROCERY STORE AND FILLING
 AN1192'STATION IN NURSERY, GO N, CROSSING RAILROAD TRACKS, FOR 0.05
 AN1192'MILE TO A T-INTERSECTION.  THEN LEFT FOR 0.15 MILE TO WHERE
 AN1192'THE MAIN ROAD TURNS RIGHT.  THEN RIGHT FOR 3.7 MILES TO
 AN1192'A GATE TO A PASTURE AND THE AZIMUTH MARK ON THE LEFT.  THEN
 AN1192'TURN LEFT, THROUGH GATE, AND FOLLOW THE N-S FENCE LINE N FOR
 AN1192'0.55 MILE TO THE STATION.
 AN1192'
 AN1192'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AN1192
 AN1192                          STATION RECOVERY (1943)
 AN1192
 AN1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AN1192'4.5 MI NE FROM NURSERY.
 AN1192'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 3.9 MILES NORTHERLY
 AN1192'ALONG THE NURSERY-FORDTRAN ROAD TO THE AZIMUTH MARK AND A DIM TRAIL
 AN1192'LEADING NORTH, THENCE 0.6 MILE NORTH ALONG THE TRAIL TO A WINDMILL ON
 AN1192'THE TOP OF A HILL AND TO SITE OF STATION.  STATION IS ABOUT 210.0 FEET
 AN1192'SOUTHWEST OF THE WINDMILL, 14.0 FEET SOUTH OF A FENCE LINE LEADING
 AN1192'EAST AND WEST, AND 2.7 FEETWEST OF A 4X4-INCH WOODEN MARKER POST.
 AN1192'MONUMENT PROJECTS 0.3 FOOT.
 AN1192
 AN1192                          STATION RECOVERY (1952)
 AN1192
 AN1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN1192'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE
 AN1192'WAS FOUND IN THE MEASUREMENTS OF THE REFERENCE MARKS.  THE
 AN1192'CORRECT MEASUREMENTS ARE AS FOLLOWS, REFERENCE MARK NO. 1
 AN1192'117.33 FEET 35.762 METERS.  REFERENCE MARK NO. 2 116.59 FEET
 AN1192'35.536 METERS.
 AN1192'
 AN1192'EXAMINATION OF THE MARKS SHOWED NO INDICATION OF HAVING
 AN1192'BEEN DISTURBED.
 AN1192'
 AN1192'THE DESCRIPTION IS ADEQUATE ALTHOUGH SOME LOCAL CHANGES
 AN1192'HAVE BEEN MADE AS FOLLOWS.  THERE IS A STOCK LOADING CHUTE
 AN1192'AT THE SITE OF THE AZIMUTH MARK AND THE FENCE LINE BETWEEN
 AN1192'THE AZIMUTH MARK AND THE STATION HAS BEEN DESTROYED.
 AN1192
 AN1192                          STATION RECOVERY (1963)
 AN1192
 AN1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN1192'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 AN1192'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AN1192'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1191 ***********************************************************************
 AN1191  DESIGNATION -  NURSE AZ MK
 AN1191  PID         -  AN1191
 AN1191  STATE/COUNTY-  TX/VICTORIA
 AN1191  USGS QUAD   -  NURSERY (1987)
 AN1191
 AN1191                         *CURRENT SURVEY CONTROL
 AN1191  ___________________________________________________________________
 AN1191* NAD 83(1986)-  28 57 39.     (N)    097 04 39.     (W)     SCALED    
 AN1191* NAVD 88     -        55.57   (+/-2cm)     182.3    (feet)  VERTCON   
 AN1191  ___________________________________________________________________
 AN1191  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1191
 AN1191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1191
 AN1191.The horizontal coordinates were scaled from a topographic map and have
 AN1191.an estimated accuracy of +/- 6 seconds.
 AN1191
 AN1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1191.The vertical order pertains to the NGVD 29 superseded value.
 AN1191
 AN1191.The geoid height was determined by GEOID03.
 AN1191
 AN1191;                    North         East    Units  Estimated Accuracy
 AN1191;SPC TXSC     - 4,126,500.      787,370.      MT  (+/- 180 meters Scaled)
 AN1191
 AN1191                          SUPERSEDED SURVEY CONTROL
 AN1191
 AN1191  NGVD 29 (??/??/92)   55.61   (m)          182.4    (f) COMPUTED    2 0
 AN1191
 AN1191.Superseded values are not recommended for survey control.
 AN1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1191.See file dsdata.txt to determine how the superseded data were derived.
 AN1191
 AN1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT873051(NAD 83)
 AN1191_MARKER: DZ = AZIMUTH MARK DISK
 AN1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1191_STAMPING: NURSE 1943
 AN1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1191+STABILITY: SURFACE MOTION
 AN1191
 AN1191  HISTORY     - Date     Condition        Report By
 AN1191  HISTORY     - 1943     MONUMENTED       CGS
 AN1191
 AN1191                          STATION DESCRIPTION
 AN1191
 AN1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1191'3.9 MI NE FROM NURSERY.
 AN1191'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 3.9 MILES NORTHERLY
 AN1191'ALONG THE NURSERY-FORDTRAN ROAD TO SITE OF AZIMUTH MARK. AZIMUTH MARK
 AN1191'IS ABOUT 0.6 MILE SOUTH OF THE TRIANGULATION STATION, ABOUT 0.35 MILE
 AN1191'WEST OF A RIGHT-ANGLE CURVE TO THE NORTH, AND ABOUT 0.1 MILE WEST OF A
 AN1191'CONCRETE CULVERT.  IT IS 33.5 FEET NORTH OF AND ABOUT THE SAME
 AN1191'ELEVATION AS THE CENTERLINE OF ROAD, 16.0 FEET WEST OF THE CENTERLINE
 AN1191'OF A DIM TRAIL LEADING NORTH, 13.0 FEET WEST OF THE EAST END OF A
 AN1191'BARBED WIRE FENCE, 0.8 FOOT NORTH OF THE FENCE, AND 3.0 FEET WEST OF A
 AN1191'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1193 ***********************************************************************
 AN1193  DESIGNATION -  NURSE RM 1
 AN1193  PID         -  AN1193
 AN1193  STATE/COUNTY-  TX/VICTORIA
 AN1193  USGS QUAD   -  NURSERY (1987)
 AN1193
 AN1193                         *CURRENT SURVEY CONTROL
 AN1193  ___________________________________________________________________
 AN1193* NAD 83(1986)-  28 58 09.     (N)    097 04 45.     (W)     SCALED    
 AN1193* NAVD 88     -        58.79   (+/-2cm)     192.9    (feet)  VERTCON   
 AN1193  ___________________________________________________________________
 AN1193  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1193
 AN1193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1193
 AN1193.The horizontal coordinates were scaled from a topographic map and have
 AN1193.an estimated accuracy of +/- 6 seconds.
 AN1193
 AN1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1193.The vertical order pertains to the NGVD 29 superseded value.
 AN1193
 AN1193.The geoid height was determined by GEOID03.
 AN1193
 AN1193;                    North         East    Units  Estimated Accuracy
 AN1193;SPC TXSC     - 4,127,420.      787,190.      MT  (+/- 180 meters Scaled)
 AN1193
 AN1193                          SUPERSEDED SURVEY CONTROL
 AN1193
 AN1193  NGVD 29 (??/??/92)   58.83   (m)          193.0    (f) COMPUTED    2 0
 AN1193
 AN1193.Superseded values are not recommended for survey control.
 AN1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1193.See file dsdata.txt to determine how the superseded data were derived.
 AN1193
 AN1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT871060(NAD 83)
 AN1193_MARKER: DR = REFERENCE MARK DISK
 AN1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1193_STAMPING: NURSE NO 1 1943
 AN1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1193+STABILITY: SURFACE MOTION
 AN1193
 AN1193  HISTORY     - Date     Condition        Report By
 AN1193  HISTORY     - 1943     MONUMENTED       CGS
 AN1193
 AN1193                          STATION DESCRIPTION
 AN1193
 AN1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1193'4.5 MI NE FROM NURSERY.
 AN1193'REFERENCE MARK IS 117.3 FEET NORTHEAST OF THE STATION, AND 102.0 FEET
 AN1193'SOUTHWEST OF THE WINDMILL.  IT IS 0.8 FOOT SOUTH OF A FENCE LINE
 AN1193'LEADING EAST AND WEST, MONUMENT PROJECTS 0.4 FOOT.  NOTE-- TO REACH
 AN1193'SAME AS TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1194 ***********************************************************************
 AN1194  DESIGNATION -  NURSE RM 2
 AN1194  PID         -  AN1194
 AN1194  STATE/COUNTY-  TX/VICTORIA
 AN1194  USGS QUAD   -  NURSERY (1987)
 AN1194
 AN1194                         *CURRENT SURVEY CONTROL
 AN1194  ___________________________________________________________________
 AN1194* NAD 83(1986)-  28 58 06.     (N)    097 04 45.     (W)     SCALED    
 AN1194* NAVD 88     -        58.73   (+/-2cm)     192.7    (feet)  VERTCON   
 AN1194  ___________________________________________________________________
 AN1194  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1194
 AN1194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1194
 AN1194.The horizontal coordinates were scaled from a topographic map and have
 AN1194.an estimated accuracy of +/- 6 seconds.
 AN1194
 AN1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1194.The vertical order pertains to the NGVD 29 superseded value.
 AN1194
 AN1194.The geoid height was determined by GEOID03.
 AN1194
 AN1194;                    North         East    Units  Estimated Accuracy
 AN1194;SPC TXSC     - 4,127,330.      787,190.      MT  (+/- 180 meters Scaled)
 AN1194
 AN1194                          SUPERSEDED SURVEY CONTROL
 AN1194
 AN1194  NGVD 29 (??/??/92)   58.77   (m)          192.8    (f) COMPUTED    2 0
 AN1194
 AN1194.Superseded values are not recommended for survey control.
 AN1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1194.See file dsdata.txt to determine how the superseded data were derived.
 AN1194
 AN1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT871059(NAD 83)
 AN1194_MARKER: DR = REFERENCE MARK DISK
 AN1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1194_STAMPING: NURSE NO 2 1943
 AN1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1194+STABILITY: SURFACE MOTION
 AN1194
 AN1194  HISTORY     - Date     Condition        Report By
 AN1194  HISTORY     - 1943     MONUMENTED       CGS
 AN1194
 AN1194                          STATION DESCRIPTION
 AN1194
 AN1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1194'4.5 MI NE FROM NURSERY.
 AN1194'REFERENCE MARK IS ON AN ABANDONED FENCE LINE LEADING NORTH AND SOUTH,
 AN1194'AND 130.0 FEET SOUTH OF A FENCE LINE LEADING EAST AND WEST.  IT IS
 AN1194'115.8 FEET SOUTH OF THE STATION.  MONUMENT PROJECTS 0.3 FOOT.  NOTE--
 AN1194'TO REACH SAME AS TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2874 ***********************************************************************
 CS2874  DESIGNATION -  NURSERY
 CS2874  PID         -  CS2874
 CS2874  STATE/COUNTY-  TX/DALLAS
 CS2874  USGS QUAD   -  IRVING (1981)
 CS2874
 CS2874                         *CURRENT SURVEY CONTROL
 CS2874  ___________________________________________________________________
 CS2874* NAD 83(1993)-  32 50 13.72125(N)    096 55 50.01033(W)     ADJUSTED  
 CS2874* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 CS2874  ___________________________________________________________________
 CS2874  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 CS2874  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CS2874
 CS2874  HORZ ORDER  -  FIRST
 CS2874
 CS2874.The horizontal coordinates were established by classical geodetic methods
 CS2874.and adjusted by the National Geodetic Survey in February 1996..
 CS2874
 CS2874.The orthometric height was scaled from a topographic map.
 CS2874
 CS2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2874
 CS2874.The geoid height was determined by GEOID03.
 CS2874
 CS2874;                    North         East     Units Scale Factor Converg.
 CS2874;SPC TXNC     - 2,130,891.445   746,915.061   MT  0.99987959   +0 51 21.5
 CS2874;SPC TXNC     - 6,991,099.68  2,450,503.83   sFT  0.99987959   +0 51 21.5
 CS2874;UTM  14      - 3,635,130.291   693,690.465   MT  1.00006261   +1 07 21.0
 CS2874
 CS2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2874!SPC TXNC     -   0.99997958  x   0.99987959  =   0.99985917
 CS2874!UTM  14      -   0.99997958  x   1.00006261  =   1.00004218
 CS2874
 CS2874|---------------------------------------------------------------------|
 CS2874| PID    Reference Object                     Distance      Geod. Az  |
 CS2874|                                                           dddmmss.s |
 CS2874| CS2876 NURSERY 2                            25.688 METERS 00607     |
 CS2874| CY2685 NURSERY AZ MK                                      0953419.2 |
 CS2874| CY2686 NURSERY RM 1                         41.255 METERS 17507     |
 CS2874| CY2687 NURSERY RM 2                         59.216 METERS 27104     |
 CS2874| CY2689 NURSERY 2 RM 2                                     29715     |
 CS2874|---------------------------------------------------------------------|
 CS2874
 CS2874                          SUPERSEDED SURVEY CONTROL
 CS2874
 CS2874  NAD 83(1993)-  32 50 13.72273(N)    096 55 49.99330(W) AD(       ) 1
 CS2874  NAD 83(1986)-  32 50 13.72711(N)    096 55 49.99353(W) AD(       ) 1
 CS2874  NAD 27      -  32 50 13.26900(N)    096 55 48.98000(W) AD(       ) 1
 CS2874
 CS2874.Superseded values are not recommended for survey control.
 CS2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2874.See file dsdata.txt to determine how the superseded data were derived.
 CS2874
 CS2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9369035130(NAD 83)
 CS2874_MARKER: DS = TRIANGULATION STATION DISK
 CS2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2874
 CS2874  HISTORY     - Date     Condition        Report By
 CS2874  HISTORY     - 1947     MONUMENTED       CGS
 CS2874  HISTORY     - 1950     GOOD             CGS
 CS2874  HISTORY     - 1955     SEE DESCRIPTION  CGS
 CS2874  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS2874
 CS2874                          STATION DESCRIPTION
 CS2874
 CS2874'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2874'STATION IS LOCATED ALONG STATE ROUTE NO. 183, ABOUT 8.5
 CS2874'MILES NORTH WEST OF THE CENTER OF DALLAS, ABOUT 7.5 MILES
 CS2874'NORTHEAST OF GRAND PRAIRIE AND OPPOSITE THE NORTHEAST CORNER
 CS2874'OF THE TEXAS NURSERY GROUNDS.
 CS2874'
 CS2874'THE STATION IS MIDWAY BETWEEN TWO FENCE CORNERS, 56 FEET NORTH
 CS2874'OF CENTERLINE OF STATE ROUTE NO. 183, 9 FEET EAST OF A WITNESS
 CS2874'POST AND 2.5 FEET SOUTH OF FENCELINE.  THE MARK IS STAMPED NURSERY
 CS2874'1947 AND PROJECTS 4 INCHES.
 CS2874'
 CS2874'REFERENCE MARK NO. 1 IS 135.35 FEET SOUTH OF THE STATION AND 80
 CS2874'FEET SOUTH OF CENTERLINE OF STATE ROUTE NO. 183.  THE MARK
 CS2874'IS STAMPED NURSERY NO 1 1947 AND PROJECTS 3 INCHES.
 CS2874'
 CS2874'REFERENCE MARK NO. 2 IS 194.28 FEET WEST OF THE STATION AT A
 CS2874'FENCE CORNER AND 56 FEET NORTH OF THE CENTERLINE OF STATE
 CS2874'ROUTE NO. 183.  THE MARK IS STAMPED NURSERY NO 2 1947 AND
 CS2874'PROJECTS 3 INCHES.
 CS2874'
 CS2874'THE AZIMUTH MARK IS 0.35 MI. EAST OF THE STATION, 112 FEET
 CS2874'SOUTH OF CENTERLINE OF STATE ROUTE NO. 183, 55 FEET EAST
 CS2874'OF THE NORTHEAST FENCE CORNER OF BUTANE GAS SALES CO.
 CS2874'INC., 3 FEET WEST OF A WITNESS POST AND 2 FEET WEST OF A POWER
 CS2874'POLE.  THE MARK IS STAMPED NURSERY 1947 AND PROJECTS 10 INCHES.
 CS2874'
 CS2874'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE NORTHWEST
 CS2874'EDGE OF DALLAS, GO IN A SOUTHWESTERLY DIRECTION FOR 3.2 MILES
 CS2874'ON STATE ROUTE NO. 183 TO AZIMUTH MARK ON THE LEFT, CONTINUE
 CS2874'0.35 MILES TO STATION SITE ON RIGHT SIDE OF HIGHWAY.
 CS2874'
 CS2874'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2874
 CS2874                          STATION RECOVERY (1950)
 CS2874
 CS2874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (BHR)
 CS2874'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CS2874'AS DESCRIBED.
 CS2874
 CS2874                          STATION RECOVERY (1955)
 CS2874
 CS2874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2874'STATION AND ALL MARKS SEARCHED FOR.  STATION AND REFERENCE MARK
 CS2874'NO. 2, WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 CS2874'MONUMENT WAS FOUND OUT OF THE GROUND.  REFERENCE MARK NO. 1
 CS2874'WAS NOT FOUND, IT HAVING BEEN PULLED OUT BY A DITCH DIGGING
 CS2874'MACHINE.
 CS2874'
 CS2874'DUE TO NEW HIGHWAY CONSTRUCTION, NURSERY 2 WAS ESTABLISHED
 CS2874'IN THE NEAR VICINITY AND THE SURFACE MARK AND REFERENCE MARK
 CS2874'NO. 2 FOR STATION NURSERY WERE DESTROYED.  THE UNDERGROUND
 CS2874'MARK WILL REMAIN IN PLACE, BUT WILL BE UNDER THE NORTH SERVICE
 CS2874'LANE OF THE HIGHWAY.
 CS2874'
 CS2874'THIS STATION SHOULD BE CONSIDERED LOST.
 CS2874
 CS2874                          STATION RECOVERY (2005)
 CS2874
 CS2874'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS2874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2876 ***********************************************************************
 CS2876  DESIGNATION -  NURSERY 2
 CS2876  PID         -  CS2876
 CS2876  STATE/COUNTY-  TX/DALLAS
 CS2876  USGS QUAD   -  IRVING (1981)
 CS2876
 CS2876                         *CURRENT SURVEY CONTROL
 CS2876  ___________________________________________________________________
 CS2876* NAD 83(1993)-  32 50 14.55037(N)    096 55 49.90509(W)     ADJUSTED  
 CS2876* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 CS2876  ___________________________________________________________________
 CS2876  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 CS2876  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CS2876
 CS2876  HORZ ORDER  -  THIRD
 CS2876
 CS2876.The horizontal coordinates were established by classical geodetic methods
 CS2876.and adjusted by the National Geodetic Survey in February 1996..
 CS2876.No horizontal observational check was made to the station.
 CS2876
 CS2876.The orthometric height was scaled from a topographic map.
 CS2876
 CS2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2876
 CS2876.The geoid height was determined by GEOID03.
 CS2876
 CS2876;                    North         East     Units Scale Factor Converg.
 CS2876;SPC TXNC     - 2,130,917.022   746,917.416   MT  0.99987957   +0 51 21.5
 CS2876;SPC TXNC     - 6,991,183.60  2,450,511.56   sFT  0.99987957   +0 51 21.5
 CS2876;UTM  14      - 3,635,155.883   693,692.701   MT  1.00006262   +1 07 21.1
 CS2876
 CS2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2876!SPC TXNC     -   0.99997958  x   0.99987957  =   0.99985915
 CS2876!UTM  14      -   0.99997958  x   1.00006262  =   1.00004219
 CS2876
 CS2876|---------------------------------------------------------------------|
 CS2876| PID    Reference Object                     Distance      Geod. Az  |
 CS2876|                                                           dddmmss.s |
 CS2876| CY2688 NURSERY 2 RM 1                       17.007 METERS 01713     |
 CS2876| CS2879 NURSERY 2 1955 RM 3 1972             20.330 METERS 06518     |
 CS2876| CS2855 UNIVERSITY PARK MUNICIPAL TANK      APPROX.13.9 KM 0850100.4 |
 CS2876| CS2874 NURSERY                              25.688 METERS 18607     |
 CS2876| CY2690 NURSERY 2 RM 4                       19.156 METERS 19555     |
 CS2876| CS2880 NURSERY 3                            36.478 METERS 19925     |
 CS2876| CY2692 NURSERY 3 RM 6                                     20941     |
 CS2876| CY2687 NURSERY RM 2                                       24828     |
 CS2876| CY2689 NURSERY 2 RM 2                       58.810 METERS 27312     |
 CS2876|---------------------------------------------------------------------|
 CS2876
 CS2876                          SUPERSEDED SURVEY CONTROL
 CS2876
 CS2876  NAD 83(1993)-  32 50 14.55185(N)    096 55 49.88807(W) AD(       ) 3
 CS2876  NAD 83(1986)-  32 50 14.55623(N)    096 55 49.88830(W) AD(       ) 3
 CS2876  NAD 27      -  32 50 14.09814(N)    096 55 48.87477(W) AD(       ) 3
 CS2876
 CS2876.Superseded values are not recommended for survey control.
 CS2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2876.See file dsdata.txt to determine how the superseded data were derived.
 CS2876
 CS2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9369335156(NAD 83)
 CS2876_MARKER: DS = TRIANGULATION STATION DISK
 CS2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2876
 CS2876  HISTORY     - Date     Condition        Report By
 CS2876  HISTORY     - 1955     MONUMENTED       CGS
 CS2876  HISTORY     - 1959     GOOD             CGS
 CS2876  HISTORY     - 1959     GOOD             CGS
 CS2876  HISTORY     - 1963     GOOD             CGS
 CS2876  HISTORY     - 1972     GOOD             NGS
 CS2876  HISTORY     - 1972     GOOD             NGS
 CS2876  HISTORY     - 1979     GOOD             LOCENG
 CS2876  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS2876
 CS2876                          STATION DESCRIPTION
 CS2876
 CS2876'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2876'STATION IS LOCATED ALONG STATE ROUTE NO. 183, ABOUT 8.5 MILES
 CS2876'NORTH WEST OF THE CENTER OF DALLAS, ABOUT 7.5 MILES NORTHEAST
 CS2876'OF GRAND PRAIRIE AND 7.3 MILES EAST OF THE ENTRANCE TO GREATER
 CS2876'FORT WORTH INTERNATIONAL AIRPORT.  IT IS IN THE AREA OF
 CS2876'THE OLD TEXAS NURSERY WHICH IS BEING TAKEN OVER BY HOUSING
 CS2876'PROJECTS.  THE STATION IS IN THE APPROXIMATE NORTH RIGHT-OF-WAY
 CS2876'LINE OF HIGHWAY 183, 75 FEET WEST OF THE APPROXIMATE CENTERLINE
 CS2876'OF CARL ROAD AND 0.4 MILE EAST OF A RAILROAD OVERPASS AND A
 CS2876'HUMBLE COMPANY PLANT.  IT IS A STANDARD DISK STAMPED NURSERY 2
 CS2876'1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 CS2876'INCHES.  IT IS 2 FEET SOUTH OF A 4 X 4 POST.
 CS2876'
 CS2876'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NURSERY 2
 CS2876'1955, NO. 1 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT
 CS2876'3 INCHES.  IT IS NORTH OF THE STATION.
 CS2876'
 CS2876'REFERENCE MARK NO. 2 IS WEST OF THE STATION, A STANDARD DISK
 CS2876'STAMPED NURSERY 2, NO. 2 1955 AND SET IN A CONCRETE MONUMENT
 CS2876'WHICH PROJECTS ABOUT 2 INCHES.  IT IS IN THE APPROXIMATE
 CS2876'NORTH RIGHT-OF-WAY LINE OF THE HIGHWAY AND IS 3 FEET EAST OF
 CS2876'AN OLD FENCE POST OF AN OLD FENCE LINE RUNNING NORTH.
 CS2876'
 CS2876'THE AZIMUTH MARK TO STATION NURSERY 1947 HAD BEEN DESTROYED
 CS2876'AND A NEW AZIMUTH MARK WAS NOT SET.
 CS2876'
 CS2876'STATION IS BEST REACHED FROM THE AIRPORT BY GOING EAST ON THE
 CS2876'HIGHWAY FROM THE MAIN ENTRANCE ROAD, 07.3 MILES TO THE ROAD
 CS2876'CROSSING AND THE MARKS ON THE LEFT AS DESCRIBED.
 CS2876
 CS2876                          STATION RECOVERY (1959)
 CS2876
 CS2876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2876'THIS STATION MARK WAS RECOVERED IN GOOD CONDITION ABOUT
 CS2876'2 INCHES BELOW THE SURFACE OF THE GROUND.  BOTH REFERENCE
 CS2876'MARKS HAVE BEEN DESTROYED.  TWO NEW REFERENCE MARKS WERE SET
 CS2876'AND A NEW DESCRIPTION IS AS FOLLOWS.
 CS2876'
 CS2876'THE STATION IS LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY
 CS2876'NO. 183, A FOUR LANE DIVIDED EXPRESSWAY, ABOUT 8.5 MILES
 CS2876'NORTHWEST FROM THE CENTER OF DALLAS AND 7.3 MILES EAST FROM
 CS2876'THE MAIN ENTRANCE ROAD TO CARTER FIELD.  IT IS IN THE NORTHWEST
 CS2876'POINT OF THE INTERSECTION OF THE EXPRESSWAY AND CARL ROAD
 CS2876'AND ABOUT 100 FEET NORTH OF THE WEST END OF THE EXPRESSWAY
 CS2876'OVER-PASS OVER CARL ROAD.  THE STATION IS 25.8 FEET NORTH OF
 CS2876'THE NORTH CURB OF THE NORTH SERVICE ROAD, 28.2 FEET NORTHWEST
 CS2876'OF THE CENTER OF A MAN-HOLE COVER, 47 FEET SOUTHWEST OF A
 CS2876'POWERLINE POLE AND ACROSS CARL ROAD, WEST, 109.2 FEET WEST,
 CS2876'SOUTHWEST FROM A FIRE-HYDRANT.  A STANDARD DISK STAMPED
 CS2876'NURSERY 2 1955 IN A CONCRETE MONUMENT ABOUT 2 INCHES
 CS2876'BELOW THE SURFACE OF THE GROUND, 18 INCHES SOUTHWEST OF A 4
 CS2876'X 4 POST.
 CS2876'
 CS2876'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED NURSERY 2
 CS2876'1955, NO. 3 1959 SET IN THE WEST CURB OF CARL ROAD AND AT
 CS2876'THE NORTH END OF THE CURVE IN THE CURB LINE.
 CS2876'
 CS2876'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED NURSERY 2
 CS2876'1955, NO. 4 1959 SET IN THE SOUTH CURB OF THE NORTH SERVICE
 CS2876'LANE OF THE EXPRESSWAY AND IS ABOUT 3 FEET WEST OF THE WEST
 CS2876'END OF THE CURVE IN THE CURB LINE.
 CS2876'
 CS2876'STATION CAN BE BEST REACHED FROM THE ENTRANCE ROAD TO CARTER
 CS2876'FIELD BY GOING EAST ON THE EXPRESSWAY, NO. 183, 07.3 MILES TO THE
 CS2876'CARL ROAD OVERPASS AND THE STATION AS DESCRIBED.
 CS2876
 CS2876                          STATION RECOVERY (1959)
 CS2876
 CS2876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2876'STATION AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 CS2876'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 3 IS SET IN WEST
 CS2876'CURB OF CARL ROAD AND IS 66.6 FEET NORTHEAST OF THE STATION.
 CS2876'REFERENCE MARKS NO. 1 AND NO. 2 COULD NOT BE LOCATED.
 CS2876
 CS2876                          STATION RECOVERY (1963)
 CS2876
 CS2876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2876'THE STATION MARK, REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED IN
 CS2876'GOOD CONDITION AS DESCRIBED IN THE 1959 RECOVERY NOTE.
 CS2876'THE TO REACH THE STATION WAS CHECKED AND FOUND TO BE CORRECT.
 CS2876
 CS2876                          STATION RECOVERY (1972)
 CS2876
 CS2876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 CS2876'STATION AND R.M. 3 AND 4 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS2876'
 CS2876'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT IRVING
 CS2876
 CS2876                          STATION RECOVERY (1972)
 CS2876
 CS2876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CS2876'DISTANCE MEASURED WITH H/P.
 CS2876'
 CS2876'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 CS2876'GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTION BETWEEN THE
 CS2876'REFERENCE MARKS.  THIS MAY BE DUE TO THE CONSTRUCTION IN THE AREA
 CS2876'AND THE CURB OF STREET THAT THE MARKS WERE SET IN, HAD SHIFTED.
 CS2876'
 CS2876'THE STATION MARK AND REFERNCE MARKS WILL BE DESTROYED IN THE NEAR
 CS2876'FUTURE BY THE CONSTRUCTION OF NEW APPROCH TO EXPRESS-WAY.
 CS2876'
 CS2876'THE LINE OF SIDE, FROM THE STATION NOW, IS VERY LITTLE, DUE TO THE
 CS2876'EXPRESS-WAY ON THE SOUTH SIDE, IT IS BUILT UP FOR UNDER-PASS AND TO
 CS2876'THE NORTH AND EAST IS BLOCKED BY INDUSTRIAL BUILDINGS.  NO STATION
 CS2876'OR INTERSECTION STATION IS VISIBLE AT THE STATION.
 CS2876'
 CS2876'NURSERY 3 1972 WAS ESTABLISHED SOUTH OF THE STATION ON SHOULDER OF
 CS2876'EXPRESS-WAY.
 CS2876'
 CS2876'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IRVING.
 CS2876
 CS2876                          STATION RECOVERY (1979)
 CS2876
 CS2876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2876'NURSERY 2 1955 RECOVERED GOOD - DESCRIPTION GOOD.
 CS2876'
 CS2876'NURSERT 2 1955, NO 3 1959 RECOVERED GOOD.  DESCRIPTION GOOD.
 CS2876'
 CS2876'NURSERY 2, 1955, NO 4 1959 NOT FOUND - BELIEVE TO BE UNDER ASPHALT
 CS2876'OVERLAY.
 CS2876'
 CS2876'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI N.E. IRVING TEXAS.
 CS2876
 CS2876                          STATION RECOVERY (2005)
 CS2876
 CS2876'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS2876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2880 ***********************************************************************
 CS2880  DESIGNATION -  NURSERY 3
 CS2880  PID         -  CS2880
 CS2880  STATE/COUNTY-  TX/DALLAS
 CS2880  USGS QUAD   -  IRVING (1981)
 CS2880
 CS2880                         *CURRENT SURVEY CONTROL
 CS2880  ___________________________________________________________________
 CS2880* NAD 83(1993)-  32 50 13.43361(N)    096 55 50.37141(W)     ADJUSTED  
 CS2880* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 CS2880  ___________________________________________________________________
 CS2880  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 CS2880  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CS2880
 CS2880  HORZ ORDER  -  THIRD
 CS2880
 CS2880.The horizontal coordinates were established by classical geodetic methods
 CS2880.and adjusted by the National Geodetic Survey in February 1996..
 CS2880.No horizontal observational check was made to the station.
 CS2880
 CS2880.The orthometric height was scaled from a topographic map.
 CS2880
 CS2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2880
 CS2880.The geoid height was determined by GEOID03.
 CS2880
 CS2880;                    North         East     Units Scale Factor Converg.
 CS2880;SPC TXNC     - 2,130,882.446   746,905.805   MT  0.99987959   +0 51 21.3
 CS2880;SPC TXNC     - 6,991,070.16  2,450,473.46   sFT  0.99987959   +0 51 21.3
 CS2880;UTM  14      - 3,635,121.247   693,681.249   MT  1.00006256   +1 07 20.8
 CS2880
 CS2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2880!SPC TXNC     -   0.99997895  x   0.99987959  =   0.99985854
 CS2880!UTM  14      -   0.99997895  x   1.00006256  =   1.00004151
 CS2880
 CS2880|---------------------------------------------------------------------|
 CS2880| PID    Reference Object                     Distance      Geod. Az  |
 CS2880|                                                           dddmmss.s |
 CS2880| CS2876 NURSERY 2                            36.478 METERS 01925     |
 CS2880| CS2855 UNIVERSITY PARK MUNICIPAL TANK      APPROX.13.9 KM 0845248.2 |
 CS2880| CY2691 NURSERY 3 RM 5                        5.375 METERS 09758     |
 CS2880| CY2543 UNIDENTIFIED RADIO MAST SE                         11307     |
 CS2880| CY2692 NURSERY 3 RM 6                                     27002     |
 CS2880|---------------------------------------------------------------------|
 CS2880
 CS2880                          SUPERSEDED SURVEY CONTROL
 CS2880
 CS2880  NAD 83(1993)-  32 50 13.43508(N)    096 55 50.35438(W) AD(       ) 3
 CS2880  NAD 83(1986)-  32 50 13.43947(N)    096 55 50.35460(W) AD(       ) 3
 CS2880  NAD 27      -  32 50 12.98134(N)    096 55 49.34107(W) AD(       ) 3
 CS2880
 CS2880.Superseded values are not recommended for survey control.
 CS2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2880.See file dsdata.txt to determine how the superseded data were derived.
 CS2880
 CS2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9368135121(NAD 83)
 CS2880_MARKER: DS = TRIANGULATION STATION DISK
 CS2880_SETTING: 0 = UNSPECIFIED SETTING
 CS2880
 CS2880  HISTORY     - Date     Condition        Report By
 CS2880  HISTORY     - 1972     MONUMENTED       NGS
 CS2880  HISTORY     - 1978     SEE DESCRIPTION  NGS
 CS2880  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS2880
 CS2880                          STATION DESCRIPTION
 CS2880
 CS2880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CS2880'NURSERY 2 1955 DISTANCE MEASURED WITH H/P.
 CS2880'
 CS2880'THE STATION IS LOCATED AT THE NORTH SIDE, OF THE WEST END OF
 CS2880'OVERPASS, AT THE INTERSECTION OF CARPENTER FREEWAY (STATE HWY. 183
 CS2880'AND CARL RD., IN IRVING.
 CS2880'
 CS2880'THE STATION MARK IS A STANDARD DISK, CEMENTED IN THE TOP OF A
 CS2880'4-INCH CAST-IRON PIPE, THAT IS 4-FEET LONG, PROJECTS ABOUT 6-INCHES
 CS2880'AND IS STAMPED NURSERY 3 1972.  IT IS 17.6 FEET WEST OF THE WEST
 CS2880'END OF THE NORTH SIDE OF THE OVER-PASS ABUTMENT, AND 4 FEET NORTH
 CS2880'OF GUARD-RAIL AND GUARD-RAIL POST THAT HAS A WITNESS SIGN
 CS2880'ATTACHED TO POST.
 CS2880'
 CS2880'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN A DRILL-HOLE IN
 CS2880'CONCRETE, AT THE WEST END OF THE NORTH SIDE OF OVER-PASS, AND
 CS2880'IS STAMPED NURSERY 3 NO 5 1972.  IT IS 1-FOOT NORTHEAST OF THE
 CS2880'WEST END OF ABUTMENT AND 6-INCHES NORTH OF THE NORTH SIDE OF
 CS2880'ABUTMENT.
 CS2880'
 CS2880'REFERENCE MARK NO. 6 IS A STANDARD DISK, CEMENTED IN THE TOP
 CS2880'OF A 5-INCH TILE-PIPE THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED
 CS2880'NURSERY 3 NO 6 1972.  IT IS 42 FEET WEST OF THE WEST END OF THE
 CS2880'NORTH SIDE OF OVER-PASS ABUTMENT, 4 FEET NORTHEAST OF A GUARD-RAIL
 CS2880'POST WITH WITNESS SIGN ATTACHED TO POST AND 3.6 FEET NORTH OF
 CS2880'GUARD - RAIL.
 CS2880'
 CS2880'NEAREST TOWN--IRVING.
 CS2880
 CS2880                          STATION RECOVERY (1978)
 CS2880
 CS2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CS2880'THE STATION MARK WAS FOUND WITH THE DISK REMOVED, BUT THE MARK HAD
 CS2880'NOT BEEN DISTURBED.  REFERENCE MARKS 5 AND 6 WERE RECOVERED IN GOOD
 CS2880'CONDITION.  THE STATION MARK DISK WAS REPLACED IN THE REMAINING
 CS2880'PORATION OF THE OLD DISK STEM HOLE OF MARK.
 CS2880'
 CS2880'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE CHECKED.
 CS2880'
 CS2880'POLARIS WAS OBSERVED AT THIS TIME--
 CS2880'
 CS2880'THE 1972 DESCRIPTION OF STATION IS ADEQUATE.  WITH THE EXCEPTION OF
 CS2880'THE STATION MARK DISK, NOW STAMPED NURSERY 3 1972 1978, AND IS FLUSH
 CS2880'WITH GROUND.
 CS2880'
 CS2880'REFERENCE MARK NO. 6 IS ALSO NOW FLUSH WITH THE GROUND.
 CS2880'
 CS2880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN IRVING.
 CS2880
 CS2880                          STATION RECOVERY (2005)
 CS2880
 CS2880'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS2880'NOTE- NURSERY 3 RM 5 FOUND GOOD, SATELLITE OBS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1752 ***********************************************************************
 AB1752  DESIGNATION -  NUTS
 AB1752  PID         -  AB1752
 AB1752  STATE/COUNTY-  TX/CAMERON
 AB1752  USGS QUAD   -  PORT ISABEL (1983)
 AB1752
 AB1752                         *CURRENT SURVEY CONTROL
 AB1752  ___________________________________________________________________
 AB1752* NAD 83(1993)-  26 05 06.83603(N)    097 09 41.14267(W)     ADJUSTED  
 AB1752* NAVD 88     -        81.1    (meters)     266.     (feet)  VERTCON   
 AB1752  ___________________________________________________________________
 AB1752  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AB1752  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB1752
 AB1752  HORZ ORDER  -  SECOND
 AB1752
 AB1752.The horizontal coordinates were established by GPS observations
 AB1752.and adjusted by the National Geodetic Survey in February 1996..
 AB1752
 AB1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1752
 AB1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1752
 AB1752.The geoid height was determined by GEOID03.
 AB1752
 AB1752;                    North         East     Units Scale Factor Converg.
 AB1752;SPC TX S     - 5,047,085.556   433,918.232   MT  1.00002151   +0 36 27.8
 AB1752;SPC TX S     -16,558,646.53  1,423,613.40   sFT  1.00002151   +0 36 27.8
 AB1752;UTM  14      - 2,886,420.423   683,886.458   MT  1.00001752   +0 48 31.2
 AB1752
 AB1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1752!SPC TX S     -   0.99999063  x   1.00002151  =   1.00001214
 AB1752!UTM  14      -   0.99999063  x   1.00001752  =   1.00000815
 AB1752
 AB1752                          SUPERSEDED SURVEY CONTROL
 AB1752
 AB1752  NAD 83(1986)-  26 05 06.85182(N)    097 09 41.09569(W) AD(       ) 2
 AB1752  NGVD 29 (12/03/93)   81.2    (m)          266.     (f) GPS OBS        
 AB1752
 AB1752.Superseded values are not recommended for survey control.
 AB1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1752.See file dsdata.txt to determine how the superseded data were derived.
 AB1752
 AB1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8388686420(NAD 83)
 AB1752_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB1752_SETTING: 0 = UNSPECIFIED SETTING
 AB1752_MARK LOGO: NOS   
 AB1752_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1752+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 AB1752
 AB1752  HISTORY     - Date     Condition        Report By
 AB1752  HISTORY     - 1992     MONUMENTED       NOS
 AB1752  HISTORY     - 20040223 GOOD             USPSQD
 AB1752
 AB1752                          STATION DESCRIPTION
 AB1752
 AB1752'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AB1752'THE STATION IS LOCATED ON TOP OF A 30 STORY CONDOMINIUM WHICH IS AT
 AB1752'THE SOUTHERN PART OF SOUTH PADRE ISLAND.
 AB1752'TO REACH THE STATION FROM
 AB1752'THE CAUSWAY THAT CROSSES LAGUNA MADRE GO STRAIGHT AHEAD FROM THE
 AB1752'CAUSEWAY TO THE TALLEST BUILDING AND TO STATION AS DESCRIBED.
 AB1752'THE STATION IS A PUNCH HOLE IN
 AB1752'A 2 INCH DIAMETER NUT ON THE PIPEING OF THE COOLING
 AB1752'SYSTEM ON THE ROOFTOP. STATION IS ON THE NORTH EAST CORNER OF
 AB1752'THE BUILDING AND THE NORTH EAST CORNER OF THE PIPEING, 6.70 M
 AB1752'(21.98 FT) NORTH EAST OF THE NORTH EAST CORNER OF THE ELEVATOR SHAFT
 AB1752'AND 2.80 M (9.19 FT) SOUTH WEST OF THE NORTH EAST WALL OF THE
 AB1752'BUILDING.
 AB1752
 AB1752                          STATION RECOVERY (2004)
 AB1752
 AB1752'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0688 ***********************************************************************
 CE0688  DESIGNATION -  NW ELP 3
 CE0688  PID         -  CE0688
 CE0688  STATE/COUNTY-  TX/EL PASO
 CE0688  USGS QUAD   -  SMELTERTOWN (1994)
 CE0688
 CE0688                         *CURRENT SURVEY CONTROL
 CE0688  ___________________________________________________________________
 CE0688* NAD 83(1993)-  31 51 41.58530(N)    106 33 44.01325(W)     ADJUSTED  
 CE0688* NAVD 88     -      1267.3    (meters)    4158.     (feet)  VERTCON   
 CE0688  ___________________________________________________________________
 CE0688  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 CE0688  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CE0688
 CE0688  HORZ ORDER  -  FIRST
 CE0688
 CE0688.The horizontal coordinates were established by classical geodetic methods
 CE0688.and adjusted by the National Geodetic Survey in February 1996..
 CE0688
 CE0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0688
 CE0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0688
 CE0688.The geoid height was determined by GEOID03.
 CE0688
 CE0688;                    North         East     Units Scale Factor Converg.
 CE0688;SPC TX C     - 3,259,824.165   110,841.048   MT  0.99999422   -3 12 29.7
 CE0688;SPC TX C     -10,694,939.78    363,651.00   sFT  0.99999422   -3 12 29.7
 CE0688;UTM  13      - 3,526,153.609   352,209.945   MT  0.99986938   -0 49 29.3
 CE0688
 CE0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0688!SPC TX C     -   0.99980480  x   0.99999422  =   0.99979902
 CE0688!UTM  13      -   0.99980480  x   0.99986938  =   0.99967420
 CE0688
 CE0688|---------------------------------------------------------------------|
 CE0688| PID    Reference Object                     Distance      Geod. Az  |
 CE0688|                                                           dddmmss.s |
 CE0688| CC7903 NW ELP 3 RM 1                         7.544 METERS 06651     |
 CE0688| CC7904 NW ELP 3 RM 2                         6.162 METERS 16853     |
 CE0688| CE0690 137                                 APPROX. 1.4 KM 2293604.2 |
 CE0688|---------------------------------------------------------------------|
 CE0688
 CE0688                          SUPERSEDED SURVEY CONTROL
 CE0688
 CE0688  NAD 83(1993)-  31 51 41.58571(N)    106 33 44.01297(W) AD(       ) 1
 CE0688  NAD 83(1986)-  31 51 41.58941(N)    106 33 44.01286(W) AD(       ) 1
 CE0688  NAD 27      -  31 51 41.21719(N)    106 33 42.05543(W) AD(       ) 1
 CE0688  NGVD 29 (07/19/86) 1266.8    (m)         4156.     (f) VERT ANG       
 CE0688
 CE0688.Superseded values are not recommended for survey control.
 CE0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0688.See file dsdata.txt to determine how the superseded data were derived.
 CE0688
 CE0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5221026154(NAD 83)
 CE0688_MARKER: DD = SURVEY DISK
 CE0688_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CE0688_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 CE0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0688
 CE0688  HISTORY     - Date     Condition        Report By
 CE0688  HISTORY     - 1981     MONUMENTED       USE
 CE0688  HISTORY     - 20020505 MARK NOT FOUND   INDIV
 CE0688
 CE0688                          STATION DESCRIPTION
 CE0688
 CE0688'DESCRIBED BY US ENGINEERS 1981 (DCF)
 CE0688'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) NORTHWEST OF
 CE0688'THE INTERNATIONAL AIRPORT, 8.8 KM (5-1/2 MI) SOUTHWEST OF
 CE0688'NORTH FRANKLIN MOUNTAIN, 1.6 KM (1 MI) EAST OF INTERSTATE
 CE0688'HIGHWAY 10 AND ON A SMALL HILL.
 CE0688'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0688'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0688'915-543-4200.
 CE0688'
 CE0688'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0688'HIGHWAY 10 AND MESA STREET (BUSINESS HIGHWAY 80) AT THE
 CE0688'NORTHWEST EDGE OF EL PASO, GO NORTH ON THE SERVICE ROAD
 CE0688'ALONG THE EAST SIDE OF INTERSTATE HIGHWAY 10 FOR 1.8 KM
 CE0688'(1.1 MI) TO A STOP SIGN AT A CROSS ROAD, THORN DRIVE.
 CE0688'TEXAS HIGHWAY DEPARTMENT BENCH MARK IS IN THE NORTHEAST
 CE0688'ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO EASTERLY ON
 CE0688'THORN DRIVE FOR 1.3 KM (0.8 MI) TO A T-ROAD, THE STATION
 CE0688'IS ON THE HILL STRAIGHT AHEAD.  TURN RIGHT AND GO SOUTH
 CE0688'FOR 0.1 KM (0.05 MI) TO A TRACK ROAD UPHILL.  TURN LEFT
 CE0688'AND GO UPHILL FOR 0.3 KM (0.2 MI) TO THE TOP OF THE HILL
 CE0688'AND THE STATION ON THE RIGHT.
 CE0688'
 CE0688'THE STATION IS A STANDARD USE DISK
 CE0688'STAMPED---NW ELP NO 3---,
 CE0688'ATTACHED TO THE TOP OF A 2.5 INCH PIPE, WHICH IS SET INTO
 CE0688'CONCRETE AND ROCK, AND PROJECTS 40 CM ABOVE THE
 CE0688'GROUND.
 CE0688'NOTHING PROMINENT TO LOCALIZE TO.
 CE0688'
 CE0688'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CE0688'STAMPED---NW ELP NO 3 NO 1 1980---,
 CE0688'SET INTO A ROCK OUTCROP.
 CE0688'MARK IS BELOW STATION 0.3 METERS.
 CE0688'
 CE0688'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CE0688'STAMPED---NW ELP NO 3 NO 2 1980---,
 CE0688'SET INTO A ROCK OUTCROP.
 CE0688'MARK IS BELOW STATION 0.3 METERS.
 CE0688'
 CE0688'AZIMUTH MARK NUMBER 1 IS A STANDARD TXHD BENCH MARK DISK
 CE0688'STAMPED---BM 137---,
 CE0688'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0688'FLUSH WITH GROUND.
 CE0688'59 METERS (194 FT) NORTH FROM THE CENTER OF THORN DRIVE,
 CE0688'9.5 METERS (31.2 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF NORTH
 CE0688'BOUND FRONTAGE ROAD OF INTERSTATE HIGHWAY 10, AND
 CE0688'0.5 METER (1.6 FT) SOUTH FROM A WOODEN WITNESS POST.
 CE0688'
 CE0688'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 CE0688
 CE0688                          STATION RECOVERY (2002)
 CE0688
 CE0688'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CWD)
 CE0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1552 ***********************************************************************
 CS1552  DESIGNATION -  O
 CS1552  PID         -  CS1552
 CS1552  STATE/COUNTY-  TX/TARRANT
 CS1552  USGS QUAD   -  AVONDALE (1982)
 CS1552
 CS1552                         *CURRENT SURVEY CONTROL
 CS1552  ___________________________________________________________________
 CS1552* NAD 83(1986)-  32 57 56.     (N)    097 24 13.     (W)     SCALED    
 CS1552* NAVD 88     -       256.550  (meters)     841.70   (feet)  ADJUSTED  
 CS1552  ___________________________________________________________________
 CS1552  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS1552  DYNAMIC HT  -         256.247 (meters)     840.70  (feet)  COMP
 CS1552  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 CS1552
 CS1552  VERT ORDER  -  FIRST     CLASS II
 CS1552
 CS1552.The horizontal coordinates were scaled from a topographic map and have
 CS1552.an estimated accuracy of +/- 6 seconds.
 CS1552
 CS1552.The orthometric height was determined by differential leveling
 CS1552.and adjusted by the National Geodetic Survey in June 1991..
 CS1552
 CS1552.The geoid height was determined by GEOID03.
 CS1552
 CS1552.The dynamic height is computed by dividing the NAVD 88
 CS1552.geopotential number by the normal gravity value computed on the
 CS1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1552.degrees latitude (g = 980.6199 gals.).
 CS1552
 CS1552.The modeled gravity was interpolated from observed gravity values.
 CS1552
 CS1552;                    North         East    Units  Estimated Accuracy
 CS1552;SPC TXNC     - 2,144,570.      702,490.      MT  (+/- 180 meters Scaled)
 CS1552
 CS1552                          SUPERSEDED SURVEY CONTROL
 CS1552
 CS1552  NGVD 29 (??/??/92)  256.508  (m)          841.56   (f) ADJ UNCH    1 2
 CS1552
 CS1552.Superseded values are not recommended for survey control.
 CS1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1552.See file dsdata.txt to determine how the superseded data were derived.
 CS1552
 CS1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB491486(NAD 83)
 CS1552_MARKER: DB = BENCH MARK DISK
 CS1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1552_SP_SET: STONE POST
 CS1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1552+STABILITY: SURFACE MOTION
 CS1552
 CS1552  HISTORY     - Date     Condition        Report By
 CS1552  HISTORY     - UNK      MONUMENTED       CGS
 CS1552  HISTORY     - 1957     GOOD             NGS
 CS1552  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1552  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1552
 CS1552                          STATION DESCRIPTION
 CS1552
 CS1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1552'7.7 MI SE FROM RHOME.
 CS1552'ABOUT 7.7 MILES SOUTHEAST ALONG THE F.W. AND D.C.R.R. FROM THE STATION
 CS1552'AT RHOME, ABOUT 8.8 MILES NORTHWEST OF SAGINAW AND 1 MILE EAST OF
 CS1552'AVONDALE STORE WHICH IS AT THE JUNCTION OF U.S. HIGHWAY NOS.81 AND 287
 CS1552'AND F.M.718 TO NEWARK.  BEST REACHED FROM AVONDALE BY GOING EAST
 CS1552'TOWARD HASLET 1 MILE TO THE RAILROAD CROSSING.  CROSS THE TRACKS AND
 CS1552'TURN RIGHT ABOUT 0.2 MILE TO THE MARK ON THE RIGHT.  THE MARK IS A
 CS1552'SQUARE IN THE TOP OF A STONE POST WHICH PROJECTS ABOUT 14 INCHES ABOVE
 CS1552'THE GROUND AND LEANS SLIGHTLY, ABOUT 100 YARDS SOUTHWEST OF THE
 CS1552'SMALLER OF TWO WHITE HOUSES, 38.8 FEET SOUTHWEST OF AND ABOUT 4 FEET
 CS1552'LOWER THAN THE CENTER OF THE TRACKS AND ABOUT 65.4 FEET WEST OF AND
 CS1552'ACROSS THE TRACKS FROM MILE POST 18.  NOTE-- LEANING SLIGHTLY.
 CS1552
 CS1552                          STATION RECOVERY (1984)
 CS1552
 CS1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1552'MARK NOT FOUND.
 CS1552
 CS1552                          STATION RECOVERY (1997)
 CS1552
 CS1552'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0447 ***********************************************************************
 AB0447  DESIGNATION -  O 1
 AB0447  PID         -  AB0447
 AB0447  STATE/COUNTY-  TX/CAMERON
 AB0447  USGS QUAD   -  HARLINGEN (1983)
 AB0447
 AB0447                         *CURRENT SURVEY CONTROL
 AB0447  ___________________________________________________________________
 AB0447* NAD 83(1986)-  26 11 57.     (N)    097 42 08.     (W)     SCALED    
 AB0447* NAVD 88     -        12.190  (meters)      39.99   (feet)  POSTED    
 AB0447  ___________________________________________________________________
 AB0447  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AB0447  DYNAMIC HT  -          12.170 (meters)      39.93  (feet)  COMP
 AB0447  MODELED GRAV-     979,034.5   (mgal)                       NAVD 88
 AB0447
 AB0447  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AB0447
 AB0447.The horizontal coordinates were scaled from a topographic map and have
 AB0447.an estimated accuracy of +/- 6 seconds.
 AB0447
 AB0447.The orthometric height was determined by differential leveling
 AB0447.and adjusted by the National Geodetic Survey in 1992..
 AB0447.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AB0447.rate greater than 8.0 mm/km.
 AB0447
 AB0447.The geoid height was determined by GEOID03.
 AB0447
 AB0447.The dynamic height is computed by dividing the NAVD 88
 AB0447.geopotential number by the normal gravity value computed on the
 AB0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0447.degrees latitude (g = 980.6199 gals.).
 AB0447
 AB0447.The modeled gravity was interpolated from observed gravity values.
 AB0447
 AB0447;                    North         East    Units  Estimated Accuracy
 AB0447;SPC TX S     - 5,059,250.      379,740.      MT  (+/- 180 meters Scaled)
 AB0447
 AB0447                          SUPERSEDED SURVEY CONTROL
 AB0447
 AB0447  NGVD 29 (??/??/92)   12.283  (m)           40.30   (f) ADJ UNCH    1 2
 AB0447
 AB0447.Superseded values are not recommended for survey control.
 AB0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0447.See file dsdata.txt to determine how the superseded data were derived.
 AB0447
 AB0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP296983(NAD 83)
 AB0447_MARKER: DD = SURVEY DISK
 AB0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0447_SP_SET: CULVERT
 AB0447_STAMPING: 40.04 O 1
 AB0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0447
 AB0447  HISTORY     - Date     Condition        Report By
 AB0447  HISTORY     - UNK      MONUMENTED
 AB0447  HISTORY     - 1951     MARK NOT FOUND   NGS
 AB0447  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0447
 AB0447                          STATION DESCRIPTION
 AB0447
 AB0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0447'0.6 MI NW FROM HARLINGEN.
 AB0447'ABOUT 0.6 MILE NORTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0447'RAILWAY FROM THE STATION AT HARLINGEN, CAMERON COUNTY, NEAR THE NORTH
 AB0447'CITY LIMITS, ABOUT 125 FEET NORTHWEST ALONG STATE HIGHWAY 96 FROM THE
 AB0447'INTERSECTION OF FAIR PARK ROAD, AT A CONCRETE HIGHWAY CULVERT, IN THE
 AB0447'CENTER OF THE TOP OF THE SOUTHWEST HEAD WALL, AND 16 FEET SOUTHWEST OF
 AB0447'THE CENTER LINE OF THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK,
 AB0447'STAMPED 40.04 O 1.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0447
 AB0447                          STATION RECOVERY (1988)
 AB0447
 AB0447'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0426 ***********************************************************************
 AB0426  DESIGNATION -  O 10
 AB0426  PID         -  AB0426
 AB0426  STATE/COUNTY-  TX/CAMERON
 AB0426  USGS QUAD   -  SANTA ROSA (1982)
 AB0426
 AB0426                         *CURRENT SURVEY CONTROL
 AB0426  ___________________________________________________________________
 AB0426* NAD 83(1986)-  26 16 49.     (N)    097 45 18.     (W)     SCALED    
 AB0426* NAVD 88     -        12.865  (meters)      42.21   (feet)  ADJUSTED  
 AB0426  ___________________________________________________________________
 AB0426  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AB0426  DYNAMIC HT  -          12.844 (meters)      42.14  (feet)  COMP
 AB0426  MODELED GRAV-     979,037.7   (mgal)                       NAVD 88
 AB0426
 AB0426  VERT ORDER  -  FIRST     CLASS II
 AB0426
 AB0426.The horizontal coordinates were scaled from a topographic map and have
 AB0426.an estimated accuracy of +/- 6 seconds.
 AB0426
 AB0426.The orthometric height was determined by differential leveling
 AB0426.and adjusted by the National Geodetic Survey in June 1991..
 AB0426
 AB0426.The geoid height was determined by GEOID03.
 AB0426
 AB0426.The dynamic height is computed by dividing the NAVD 88
 AB0426.geopotential number by the normal gravity value computed on the
 AB0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0426.degrees latitude (g = 980.6199 gals.).
 AB0426
 AB0426.The modeled gravity was interpolated from observed gravity values.
 AB0426
 AB0426;                    North         East    Units  Estimated Accuracy
 AB0426;SPC TX S     - 5,068,200.      374,410.      MT  (+/- 180 meters Scaled)
 AB0426
 AB0426                          SUPERSEDED SURVEY CONTROL
 AB0426
 AB0426  NGVD 29 (??/??/92)   12.936  (m)           42.44   (f) ADJ UNCH    1 2
 AB0426
 AB0426.Superseded values are not recommended for survey control.
 AB0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0426.See file dsdata.txt to determine how the superseded data were derived.
 AB0426
 AB0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ243073(NAD 83)
 AB0426_MARKER: DD = SURVEY DISK
 AB0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0426_SP_SET: CULVERT
 AB0426_STAMPING: 42.24 O 10
 AB0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0426
 AB0426  HISTORY     - Date     Condition        Report By
 AB0426  HISTORY     - UNK      MONUMENTED
 AB0426  HISTORY     - 1951     MARK NOT FOUND   NGS
 AB0426
 AB0426                          STATION DESCRIPTION
 AB0426
 AB0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0426'2.5 MI NW FROM COMBES.
 AB0426'ABOUT 2.5 MILES NORTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0426'RAILWAY FROM THE STATION AT COMBES, CAMERON COUNTY, ABOUT 150 FEET
 AB0426'NORTHEAST OF MILEPOST 32, AT A CONCRETE CULVERT UNDER STATE HIGHWAY
 AB0426'96, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEAD WALL, AND 18 FEET
 AB0426'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A CAMERON COUNTY
 AB0426'STANDARD DISK, STAMPED 42.24 O 10.  NOTE-- NOW THE SOUTHERN PACIFIC
 AB0426'LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0048 ***********************************************************************
 CT0048  DESIGNATION -  O 11
 CT0048  PID         -  CT0048
 CT0048  STATE/COUNTY-  TX/PALO PINTO
 CT0048  USGS QUAD   -  STRAWN EAST (1984)
 CT0048
 CT0048                         *CURRENT SURVEY CONTROL
 CT0048  ___________________________________________________________________
 CT0048* NAD 83(1986)-  32 33 01.     (N)    098 29 36.     (W)     SCALED    
 CT0048* NAVD 88     -       303.692  (meters)     996.36   (feet)  ADJUSTED  
 CT0048  ___________________________________________________________________
 CT0048  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0048  DYNAMIC HT  -         303.312 (meters)     995.12  (feet)  COMP
 CT0048  MODELED GRAV-     979,380.5   (mgal)                       NAVD 88
 CT0048
 CT0048  VERT ORDER  -  FIRST     CLASS II
 CT0048
 CT0048.The horizontal coordinates were scaled from a topographic map and have
 CT0048.an estimated accuracy of +/- 6 seconds.
 CT0048
 CT0048.The orthometric height was determined by differential leveling
 CT0048.and adjusted by the National Geodetic Survey in June 1991..
 CT0048
 CT0048.The geoid height was determined by GEOID03.
 CT0048
 CT0048.The dynamic height is computed by dividing the NAVD 88
 CT0048.geopotential number by the normal gravity value computed on the
 CT0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0048.degrees latitude (g = 980.6199 gals.).
 CT0048
 CT0048.The modeled gravity was interpolated from observed gravity values.
 CT0048
 CT0048;                    North         East    Units  Estimated Accuracy
 CT0048;SPC TXNC     - 2,097,980.      600,630.      MT  (+/- 180 meters Scaled)
 CT0048
 CT0048                          SUPERSEDED SURVEY CONTROL
 CT0048
 CT0048  NGVD 29 (??/??/92)  303.584  (m)          996.01   (f) ADJ UNCH    1 2
 CT0048
 CT0048.Superseded values are not recommended for survey control.
 CT0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0048.See file dsdata.txt to determine how the superseded data were derived.
 CT0048
 CT0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB475015(NAD 83)
 CT0048_MARKER: P = PIPE CAP
 CT0048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0048_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0048_STAMPING: O 11 ELEV 995.956 FT
 CT0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0048
 CT0048  HISTORY     - Date     Condition        Report By
 CT0048  HISTORY     - UNK      MONUMENTED       CGS
 CT0048  HISTORY     - 1956     GOOD             NGS
 CT0048  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0048  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0048  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0048
 CT0048                          STATION DESCRIPTION
 CT0048
 CT0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0048'0.25 MI E FROM STRAWN.
 CT0048'0.25 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0048'AT STRAWN, 1 1/2 POLES WEST OF MILEPOST 326, 162 FEET EAST OF THE
 CT0048'CENTER LINE OF A DIRT ROAD LEADING SOUTH, 78.4 FEET EAST OF A
 CT0048'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 38 FEET NORTH
 CT0048'OF THE NORTH RAIL, 36 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 CT0048'WEST DIRT ROAD, 1.4 FEET SOUTH OF A WITNESS POST, SCREWED ON THE TOP
 CT0048'OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CT0048
 CT0048                          STATION RECOVERY (1998)
 CT0048
 CT0048'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0048'MARK NOT FOUND.
 CT0048
 CT0048                          STATION RECOVERY (2002)
 CT0048
 CT0048'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CT0048'MARK NOT FOUND.
 CT0048
 CT0048                          STATION RECOVERY (2004)
 CT0048
 CT0048'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0425 ***********************************************************************
 AB0425  DESIGNATION -  O 11 C CO RESET 1963
 AB0425  PID         -  AB0425
 AB0425  STATE/COUNTY-  TX/CAMERON
 AB0425  USGS QUAD   -  SANTA ROSA (1982)
 AB0425
 AB0425                         *CURRENT SURVEY CONTROL
 AB0425  ___________________________________________________________________
 AB0425* NAD 83(1986)-  26 17 28.     (N)    097 45 43.     (W)     SCALED    
 AB0425* NAVD 88     -        12.12   (+/-2cm)      39.8    (feet)  VERTCON   
 AB0425  ___________________________________________________________________
 AB0425  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AB0425
 AB0425  VERT ORDER  -  THIRD (See Below)
 AB0425
 AB0425.The horizontal coordinates were scaled from a topographic map and have
 AB0425.an estimated accuracy of +/- 6 seconds.
 AB0425
 AB0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0425.The vertical order pertains to the NGVD 29 superseded value.
 AB0425
 AB0425.The geoid height was determined by GEOID03.
 AB0425
 AB0425;                    North         East    Units  Estimated Accuracy
 AB0425;SPC TX S     - 5,069,400.      373,710.      MT  (+/- 180 meters Scaled)
 AB0425
 AB0425                          SUPERSEDED SURVEY CONTROL
 AB0425
 AB0425  NGVD 29 (01/29/03)   12.21   (m)           40.1    (f) RESET       3  
 AB0425
 AB0425.Superseded values are not recommended for survey control.
 AB0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0425.See file dsdata.txt to determine how the superseded data were derived.
 AB0425
 AB0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ236085(NAD 83)
 AB0425_MARKER: DD = SURVEY DISK
 AB0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0425_SP_SET: CULVERT
 AB0425_STAMPING: O 11 40.59
 AB0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0425
 AB0425  HISTORY     - Date     Condition        Report By
 AB0425  HISTORY     - 1963     MONUMENTED
 AB0425  HISTORY     - 1963     GOOD             NGS
 AB0425  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0425
 AB0425                          STATION DESCRIPTION
 AB0425
 AB0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0425'3.3 MI NW FROM COMBES.
 AB0425'ABOUT 3.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AB0425'INTERSECTION OF U. S. HIGHWAY 77 AND STATE HIGHWAY 107 AT COMBS, 104
 AB0425'FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 85 FEET NORTHEAST OF THE
 AB0425'NORTHEAST END OF THE MOST SOUTHERLY ONE OF TWO IRON PIPE CULVERTS
 AB0425'UNDER THE RAILROAD, 26 FEET SOUTHWEST OF THE CENTER LINE OF U. S.
 AB0425'HIGHWAY 77, IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A 2
 AB0425'X 4 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0425
 AB0425                          STATION RECOVERY (1981)
 AB0425
 AB0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0425'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0402 ***********************************************************************
 CT0402  DESIGNATION -  O 12
 CT0402  PID         -  CT0402
 CT0402  STATE/COUNTY-  TX/CALLAHAN
 CT0402  USGS QUAD   -  JAYELL (1966)
 CT0402
 CT0402                         *CURRENT SURVEY CONTROL
 CT0402  ___________________________________________________________________
 CT0402* NAD 83(1986)-  32 22 48.     (N)    099 18 18.     (W)     SCALED    
 CT0402* NAVD 88     -       465.183  (meters)    1526.19   (feet)  ADJUSTED  
 CT0402  ___________________________________________________________________
 CT0402  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CT0402  DYNAMIC HT  -         464.581 (meters)    1524.21  (feet)  COMP
 CT0402  MODELED GRAV-     979,331.8   (mgal)                       NAVD 88
 CT0402
 CT0402  VERT ORDER  -  FIRST     CLASS II
 CT0402
 CT0402.The horizontal coordinates were scaled from a topographic map and have
 CT0402.an estimated accuracy of +/- 6 seconds.
 CT0402
 CT0402.The orthometric height was determined by differential leveling
 CT0402.and adjusted by the National Geodetic Survey in June 1991..
 CT0402
 CT0402.The geoid height was determined by GEOID03.
 CT0402
 CT0402.The dynamic height is computed by dividing the NAVD 88
 CT0402.geopotential number by the normal gravity value computed on the
 CT0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0402.degrees latitude (g = 980.6199 gals.).
 CT0402
 CT0402.The modeled gravity was interpolated from observed gravity values.
 CT0402
 CT0402;                    North         East    Units  Estimated Accuracy
 CT0402;SPC TXNC     - 2,079,390.      524,250.      MT  (+/- 180 meters Scaled)
 CT0402
 CT0402                          SUPERSEDED SURVEY CONTROL
 CT0402
 CT0402  NGVD 29 (??/??/92)  465.014  (m)         1525.63   (f) ADJ UNCH    1 2
 CT0402
 CT0402.Superseded values are not recommended for survey control.
 CT0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0402.See file dsdata.txt to determine how the superseded data were derived.
 CT0402
 CT0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA713825(NAD 83)
 CT0402_MARKER: Z = SEE DESCRIPTION
 CT0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0402_SP_SET: STONE
 CT0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0402+STABILITY: SURFACE MOTION
 CT0402
 CT0402  HISTORY     - Date     Condition        Report By
 CT0402  HISTORY     - UNK      MONUMENTED       CGS
 CT0402  HISTORY     - 1956     GOOD             NGS
 CT0402
 CT0402                          STATION DESCRIPTION
 CT0402
 CT0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0402'5.4 MI E FROM BAIRD.
 CT0402'5.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0402'AT BAIRD, 60 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 30 FEET
 CT0402'EAST OF THE EAST END OF A LOADING RACK WHICH IS AT THE PREMIER
 CT0402'REFINING COMPANY PLANT, 11 FEET NORTH OF A GATE WHICH IS AT THE
 CT0402'NORTHEAST CORNER OF THE PLANT, IN THE TOP OF A STONE POST WHICH IS
 CT0402'FLUSH WITH THE GROUND, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0422 ***********************************************************************
 AB0422  DESIGNATION -  O 12 C CO RESET 1963
 AB0422  PID         -  AB0422
 AB0422  STATE/COUNTY-  TX/CAMERON
 AB0422  USGS QUAD   -  SANTA ROSA (1982)
 AB0422
 AB0422                         *CURRENT SURVEY CONTROL
 AB0422  ___________________________________________________________________
 AB0422* NAD 83(1986)-  26 18 00.     (N)    097 46 03.     (W)     SCALED    
 AB0422* NAVD 88     -        11.53   (+/-2cm)      37.8    (feet)  VERTCON   
 AB0422  ___________________________________________________________________
 AB0422  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AB0422
 AB0422  VERT ORDER  -  THIRD (See Below)
 AB0422
 AB0422.The horizontal coordinates were scaled from a topographic map and have
 AB0422.an estimated accuracy of +/- 6 seconds.
 AB0422
 AB0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0422.The vertical order pertains to the NGVD 29 superseded value.
 AB0422
 AB0422.The geoid height was determined by GEOID03.
 AB0422
 AB0422;                    North         East    Units  Estimated Accuracy
 AB0422;SPC TX S     - 5,070,380.      373,150.      MT  (+/- 180 meters Scaled)
 AB0422
 AB0422                          SUPERSEDED SURVEY CONTROL
 AB0422
 AB0422  NGVD 29 (01/29/03)   11.61   (m)           38.1    (f) RESET       3  
 AB0422
 AB0422.Superseded values are not recommended for survey control.
 AB0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0422.See file dsdata.txt to determine how the superseded data were derived.
 AB0422
 AB0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ230094(NAD 83)
 AB0422_MARKER: DD = SURVEY DISK
 AB0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0422_SP_SET: CULVERT
 AB0422_STAMPING: O 12 39.15
 AB0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0422
 AB0422  HISTORY     - Date     Condition        Report By
 AB0422  HISTORY     - 1963     MONUMENTED
 AB0422  HISTORY     - 1963     GOOD             NGS
 AB0422  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0422
 AB0422                          STATION DESCRIPTION
 AB0422
 AB0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0422'3.4 MI SE FROM SEBASTIAN.
 AB0422'ABOUT 3.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AB0422'RAILWAY STATION AT SEBASTIAN, ABOUT 215 FEET NORTHEAST OF THE
 AB0422'NORTHEAST RAIL, AND 25 FEET SOUTHWEST OF THE CENTER LINE OF U. S.
 AB0422'HIGHWAY 77, IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A 2
 AB0422'X 3 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0422
 AB0422                          STATION RECOVERY (1981)
 AB0422
 AB0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0422'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0160 ***********************************************************************
 CU0160  DESIGNATION -  O 13
 CU0160  PID         -  CU0160
 CU0160  STATE/COUNTY-  TX/NOLAN
 CU0160  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0160
 CU0160                         *CURRENT SURVEY CONTROL
 CU0160  ___________________________________________________________________
 CU0160* NAD 83(1986)-  32 29 42.     (N)    100 21 05.     (W)     SCALED    
 CU0160* NAVD 88     -       610.074  (meters)    2001.55   (feet)  POSTED    
 CU0160  ___________________________________________________________________
 CU0160  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CU0160  DYNAMIC HT  -         609.260 (meters)    1998.88  (feet)  COMP
 CU0160  MODELED GRAV-     979,291.8   (mgal)                       NAVD 88
 CU0160
 CU0160  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0160
 CU0160.The horizontal coordinates were scaled from a topographic map and have
 CU0160.an estimated accuracy of +/- 6 seconds.
 CU0160
 CU0160.The orthometric height was determined by differential leveling
 CU0160.and adjusted by the National Geodetic Survey in 1992..
 CU0160.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0160.rate of 0.0 thru 1.0 mm/km.
 CU0160
 CU0160.The geoid height was determined by GEOID03.
 CU0160
 CU0160.The dynamic height is computed by dividing the NAVD 88
 CU0160.geopotential number by the normal gravity value computed on the
 CU0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0160.degrees latitude (g = 980.6199 gals.).
 CU0160
 CU0160.The modeled gravity was interpolated from observed gravity values.
 CU0160
 CU0160;                    North         East    Units  Estimated Accuracy
 CU0160;SPC TXNC     - 2,093,390.      426,030.      MT  (+/- 180 meters Scaled)
 CU0160
 CU0160                          SUPERSEDED SURVEY CONTROL
 CU0160
 CU0160  NGVD 29 (??/??/92)  609.865  (m)         2000.87   (f) ADJ UNCH    1 2
 CU0160
 CU0160.Superseded values are not recommended for survey control.
 CU0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0160.See file dsdata.txt to determine how the superseded data were derived.
 CU0160
 CU0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA730961(NAD 83)
 CU0160_MARKER: DB = BENCH MARK DISK
 CU0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0160_SP_SET: PIER
 CU0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0160
 CU0160  HISTORY     - Date     Condition        Report By
 CU0160  HISTORY     - UNK      MONUMENTED       CGS
 CU0160  HISTORY     - 1956     GOOD             NGS
 CU0160
 CU0160                          STATION DESCRIPTION
 CU0160
 CU0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0160'3.9 MI NE FROM SWEETWATER.
 CU0160'3.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0160'STATION AT SWEETWATER, 400 FEET WEST OF THE OVERPASS OF THE GULF,
 CU0160'COLORADO AND SANTA FE RAILROAD, AT THE GULF, COLORADO AND SANTA FE
 CU0160'RAILROAD BRIDGE OVER SWEETWATER CREEK, 30 FEET BELOW THE TOP OF THE
 CU0160'BRIDGE, 3 FEET ABOVE THE GROUND, SET VERTICALLY IN THE EAST SIDE OF
 CU0160'THE WEST CONCRETE PIER OF THE BRIDGE, 1.4 FEET NORTH OF THE SOUTH EDGE
 CU0160'OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0420 ***********************************************************************
 AB0420  DESIGNATION -  O 13 C CO RESET 1963
 AB0420  PID         -  AB0420
 AB0420  STATE/COUNTY-  TX/CAMERON
 AB0420  USGS QUAD   -  SANTA ROSA (1982)
 AB0420
 AB0420                         *CURRENT SURVEY CONTROL
 AB0420  ___________________________________________________________________
 AB0420* NAD 83(1986)-  26 18 32.     (N)    097 46 23.     (W)     SCALED    
 AB0420* NAVD 88     -        11.86   (+/-2cm)      38.9    (feet)  VERTCON   
 AB0420  ___________________________________________________________________
 AB0420  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AB0420
 AB0420  VERT ORDER  -  THIRD (See Below)
 AB0420
 AB0420.The horizontal coordinates were scaled from a topographic map and have
 AB0420.an estimated accuracy of +/- 6 seconds.
 AB0420
 AB0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0420.The vertical order pertains to the NGVD 29 superseded value.
 AB0420
 AB0420.The geoid height was determined by GEOID03.
 AB0420
 AB0420;                    North         East    Units  Estimated Accuracy
 AB0420;SPC TX S     - 5,071,360.      372,590.      MT  (+/- 180 meters Scaled)
 AB0420
 AB0420                          SUPERSEDED SURVEY CONTROL
 AB0420
 AB0420  NGVD 29 (01/29/03)   11.94   (m)           39.2    (f) RESET       3  
 AB0420
 AB0420.Superseded values are not recommended for survey control.
 AB0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0420.See file dsdata.txt to determine how the superseded data were derived.
 AB0420
 AB0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ224104(NAD 83)
 AB0420_MARKER: DD = SURVEY DISK
 AB0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0420_SP_SET: CULVERT
 AB0420_STAMPING: O 13 40.87
 AB0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0420
 AB0420  HISTORY     - Date     Condition        Report By
 AB0420  HISTORY     - 1963     MONUMENTED
 AB0420  HISTORY     - 1963     GOOD             NGS
 AB0420  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0420
 AB0420                          STATION DESCRIPTION
 AB0420
 AB0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0420'2.7 MI SE FROM SEBASTIAN.
 AB0420'ABOUT 2.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AB0420'RAILWAY STATION AT SEBASTIAN, ABOUT 213 FEET NORTHEAST OF THE
 AB0420'NORTHEAST RAIL, AND 27 FEET SOUTHWEST OF THE CENTER LINE OF U. S.
 AB0420'HIGHWAY 77, IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A 2
 AB0420'X 3 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0420
 AB0420                          STATION RECOVERY (1981)
 AB0420
 AB0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0420'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0600 ***********************************************************************
 CU0600  DESIGNATION -  O 14
 CU0600  PID         -  CU0600
 CU0600  STATE/COUNTY-  TX/HOWARD
 CU0600  USGS QUAD   -  ELBOW (1978)
 CU0600
 CU0600                         *CURRENT SURVEY CONTROL
 CU0600  ___________________________________________________________________
 CU0600* NAD 83(1986)-  32 13 01.     (N)    101 34 08.     (W)     SCALED    
 CU0600* NAVD 88     -       738.778  (meters)    2423.81   (feet)  ADJUSTED  
 CU0600  ___________________________________________________________________
 CU0600  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CU0600  DYNAMIC HT  -         737.764 (meters)    2420.48  (feet)  COMP
 CU0600  MODELED GRAV-     979,243.0   (mgal)                       NAVD 88
 CU0600
 CU0600  VERT ORDER  -  FIRST     CLASS II
 CU0600
 CU0600.The horizontal coordinates were scaled from a topographic map and have
 CU0600.an estimated accuracy of +/- 6 seconds.
 CU0600
 CU0600.The orthometric height was determined by differential leveling
 CU0600.and adjusted by the National Geodetic Survey in June 1991..
 CU0600
 CU0600.The geoid height was determined by GEOID03.
 CU0600
 CU0600.The dynamic height is computed by dividing the NAVD 88
 CU0600.geopotential number by the normal gravity value computed on the
 CU0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0600.degrees latitude (g = 980.6199 gals.).
 CU0600
 CU0600.The modeled gravity was interpolated from observed gravity values.
 CU0600
 CU0600;                    North         East    Units  Estimated Accuracy
 CU0600;SPC TXNC     - 2,065,250.      310,740.      MT  (+/- 180 meters Scaled)
 CU0600
 CU0600                          SUPERSEDED SURVEY CONTROL
 CU0600
 CU0600  NGVD 29 (??/??/92)  738.502  (m)         2422.90   (f) ADJ UNCH    1 2
 CU0600
 CU0600.Superseded values are not recommended for survey control.
 CU0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0600.See file dsdata.txt to determine how the superseded data were derived.
 CU0600
 CU0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA578673(NAD 83)
 CU0600_MARKER: P = PIPE CAP
 CU0600_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0600_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0600_STAMPING: EL 2423.014 FT 0 14 1933
 CU0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0600
 CU0600  HISTORY     - Date     Condition        Report By
 CU0600  HISTORY     - 1933     MONUMENTED       CGS
 CU0600  HISTORY     - 1956     GOOD             NGS
 CU0600
 CU0600                          STATION DESCRIPTION
 CU0600
 CU0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0600'6.45 MI SW FROM BIG SPRING.
 CU0600'6.45 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0600'STATION AT BIG SPRING, AT A ROAD CROSSING, 80 FEET SOUTHWEST OF THE
 CU0600'CENTER LINE OF A ROAD, 38.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 49
 CU0600'FEET SOUTHWEST OF A FENCE CORNER, 26 FEET NORTHEAST OF A TELEPHONE
 CU0600'POLE, 9.5 FEET NORTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS
 CU0600'POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.3
 CU0600'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0418 ***********************************************************************
 AB0418  DESIGNATION -  O 14 C CO
 AB0418  PID         -  AB0418
 AB0418  STATE/COUNTY-  TX/CAMERON
 AB0418  USGS QUAD   -  SANTA ROSA (1982)
 AB0418
 AB0418                         *CURRENT SURVEY CONTROL
 AB0418  ___________________________________________________________________
 AB0418* NAD 83(1986)-  26 18 42.     (N)    097 46 29.     (W)     SCALED    
 AB0418* NAVD 88     -        15.173  (meters)      49.78   (feet)  ADJUSTED  
 AB0418  ___________________________________________________________________
 AB0418  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AB0418  DYNAMIC HT  -          15.149 (meters)      49.70  (feet)  COMP
 AB0418  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 AB0418
 AB0418  VERT ORDER  -  FIRST     CLASS II
 AB0418
 AB0418.The horizontal coordinates were scaled from a topographic map and have
 AB0418.an estimated accuracy of +/- 6 seconds.
 AB0418
 AB0418.The orthometric height was determined by differential leveling
 AB0418.and adjusted by the National Geodetic Survey in June 1991..
 AB0418
 AB0418.The geoid height was determined by GEOID03.
 AB0418
 AB0418.The dynamic height is computed by dividing the NAVD 88
 AB0418.geopotential number by the normal gravity value computed on the
 AB0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0418.degrees latitude (g = 980.6199 gals.).
 AB0418
 AB0418.The modeled gravity was interpolated from observed gravity values.
 AB0418
 AB0418;                    North         East    Units  Estimated Accuracy
 AB0418;SPC TX S     - 5,071,670.      372,420.      MT  (+/- 180 meters Scaled)
 AB0418
 AB0418                          SUPERSEDED SURVEY CONTROL
 AB0418
 AB0418  NGVD 29 (??/??/92)   15.250  (m)           50.03   (f) ADJ UNCH    1 2
 AB0418
 AB0418.Superseded values are not recommended for survey control.
 AB0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0418.See file dsdata.txt to determine how the superseded data were derived.
 AB0418
 AB0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ223107(NAD 83)
 AB0418_MARKER: DD = SURVEY DISK
 AB0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0418_SP_SET: ABUTMENT
 AB0418_STAMPING: O 14 49.77
 AB0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0418
 AB0418  HISTORY     - Date     Condition        Report By
 AB0418  HISTORY     - UNK      MONUMENTED
 AB0418  HISTORY     - 1951     GOOD             NGS
 AB0418  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0418
 AB0418                          STATION DESCRIPTION
 AB0418
 AB0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0418'2.5 MI SE FROM SEBASTIAN.
 AB0418'2.5 MILES SOUTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0418'RAILROAD FROM THE STATION AT SEBASTIAN, BETWEEN THE RAILROAD AND U.S.
 AB0418'HIGHWAY 77, 137 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 77
 AB0418'FEET NORTHEAST OF THE NORTHEAST RAIL, 76 FEET NORTHEAST OF THE
 AB0418'SOUTHEAST END OF A TRESTLE, 45 FEET NORTHWEST OF THE CENTER LINE OF A
 AB0418'LEVEE, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT
 AB0418'OF AN OLD BRIDGE.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0418
 AB0418                          STATION RECOVERY (1981)
 AB0418
 AB0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0418'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0221 ***********************************************************************
 CC0221  DESIGNATION -  O 15
 CC0221  PID         -  CC0221
 CC0221  STATE/COUNTY-  TX/WARD
 CC0221  USGS QUAD   -  MONAHANS SE (1968)
 CC0221
 CC0221                         *CURRENT SURVEY CONTROL
 CC0221  ___________________________________________________________________
 CC0221* NAD 83(1986)-  31 37 04.     (N)    102 48 32.     (W)     SCALED    
 CC0221* NAVD 88     -       825.661  (meters)    2708.86   (feet)  ADJUSTED  
 CC0221  ___________________________________________________________________
 CC0221  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CC0221  DYNAMIC HT  -         824.520 (meters)    2705.11  (feet)  COMP
 CC0221  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 CC0221
 CC0221  VERT ORDER  -  FIRST     CLASS II
 CC0221
 CC0221.The horizontal coordinates were scaled from a topographic map and have
 CC0221.an estimated accuracy of +/- 6 seconds.
 CC0221
 CC0221.The orthometric height was determined by differential leveling
 CC0221.and adjusted by the National Geodetic Survey in June 1991..
 CC0221
 CC0221.The geoid height was determined by GEOID03.
 CC0221
 CC0221.The dynamic height is computed by dividing the NAVD 88
 CC0221.geopotential number by the normal gravity value computed on the
 CC0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0221.degrees latitude (g = 980.6199 gals.).
 CC0221
 CC0221.The modeled gravity was interpolated from observed gravity values.
 CC0221
 CC0221;                    North         East    Units  Estimated Accuracy
 CC0221;SPC TX C     - 3,218,910.      465,150.      MT  (+/- 180 meters Scaled)
 CC0221
 CC0221                          SUPERSEDED SURVEY CONTROL
 CC0221
 CC0221  NGVD 29 (??/??/92)  825.332  (m)         2707.78   (f) ADJ UNCH    1 2
 CC0221
 CC0221.Superseded values are not recommended for survey control.
 CC0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0221.See file dsdata.txt to determine how the superseded data were derived.
 CC0221
 CC0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR078001(NAD 83)
 CC0221_MARKER: Z = SEE DESCRIPTION
 CC0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0221+STABILITY: SURFACE MOTION
 CC0221
 CC0221  HISTORY     - Date     Condition        Report By
 CC0221  HISTORY     - UNK      MONUMENTED       CGS
 CC0221  HISTORY     - 1956     GOOD             NGS
 CC0221  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0221  HISTORY     - 20010202 MARK NOT FOUND   USPSQD
 CC0221
 CC0221                          STATION DESCRIPTION
 CC0221
 CC0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0221'5.2 MI NE FROM MONAHANS.
 CC0221'5.2 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0221'STATION AT MONAHANS, 53.1 FEET NORTHEAST OF THE NORTH CORNER OF THE
 CC0221'SECTION FOREMANS HOUSE AT SAND HILLS, 12.5 FEET EAST OF A BOARD FENCE
 CC0221'CORNER, 115.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 98.4 FEET WEST OF
 CC0221'THE WEST CORNER OF A TOOL SHED, 48 FEET SOUTHEAST OF A FENCE, 106.2
 CC0221'FEET NORTHWEST OF THE STATION SIGN AT SAND HILLS, 2.2 FEET SOUTHWEST
 CC0221'OF A WITNESS POST, 7 POLES SOUTHWEST OF MILEPOST 604, IN THE TOP OF A
 CC0221'STONE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, THE SIDE OF THE
 CC0221'POST HAS BEEN CHIPPED AND BROKEN OFF.
 CC0221
 CC0221                          STATION RECOVERY (1982)
 CC0221
 CC0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0221'MARK NOT FOUND.
 CC0221
 CC0221                          STATION RECOVERY (2001)
 CC0221
 CC0221'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0352 ***********************************************************************
 CC0352  DESIGNATION -  O 16
 CC0352  PID         -  CC0352
 CC0352  STATE/COUNTY-  TX/REEVES
 CC0352  USGS QUAD   -  TOYAH (1970)
 CC0352
 CC0352                         *CURRENT SURVEY CONTROL
 CC0352  ___________________________________________________________________
 CC0352* NAD 83(1986)-  31 20 15.     (N)    103 45 13.     (W)     SCALED    
 CC0352* NAVD 88     -       868.397  (meters)    2849.07   (feet)  ADJUSTED  
 CC0352  ___________________________________________________________________
 CC0352  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CC0352  DYNAMIC HT  -         867.112 (meters)    2844.85  (feet)  COMP
 CC0352  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 CC0352
 CC0352  VERT ORDER  -  FIRST     CLASS II
 CC0352
 CC0352.The horizontal coordinates were scaled from a topographic map and have
 CC0352.an estimated accuracy of +/- 6 seconds.
 CC0352
 CC0352.The orthometric height was determined by differential leveling
 CC0352.and adjusted by the National Geodetic Survey in June 1991..
 CC0352
 CC0352.The geoid height was determined by GEOID03.
 CC0352
 CC0352.The dynamic height is computed by dividing the NAVD 88
 CC0352.geopotential number by the normal gravity value computed on the
 CC0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0352.degrees latitude (g = 980.6199 gals.).
 CC0352
 CC0352.The modeled gravity was interpolated from observed gravity values.
 CC0352
 CC0352;                    North         East    Units  Estimated Accuracy
 CC0352;SPC TX C     - 3,190,230.      374,590.      MT  (+/- 180 meters Scaled)
 CC0352
 CC0352                          SUPERSEDED SURVEY CONTROL
 CC0352
 CC0352  NGVD 29 (??/??/92)  868.046  (m)         2847.91   (f) ADJ UNCH    1 2
 CC0352
 CC0352.Superseded values are not recommended for survey control.
 CC0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0352.See file dsdata.txt to determine how the superseded data were derived.
 CC0352
 CC0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ185676(NAD 83)
 CC0352_MARKER: P = PIPE CAP
 CC0352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0352_STAMPING: O 16 ELEV 2848.711 FT
 CC0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0352
 CC0352  HISTORY     - Date     Condition        Report By
 CC0352  HISTORY     - UNK      MONUMENTED       CGS
 CC0352  HISTORY     - 1956     GOOD             NGS
 CC0352
 CC0352                          STATION DESCRIPTION
 CC0352
 CC0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0352'2.75 MI NE FROM TOYAH.
 CC0352'2.75 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0352'STATION AT TOYAH, 9 1/2 POLES SOUTHWEST OF MILEPOST 663, 103.4 FEET
 CC0352'SOUTHWEST OF A FENCE CORNER, 42.5 FEET NORTHWEST OF THE NORTHWEST
 CC0352'RAIL, 45.4 FEET NORTHEAST OF A TELEPHONE POLE, 131.7 FEET SOUTHWEST OF
 CC0352'A TELEPHONE POLE, 17 FEET SOUTHEAST OF THE CENTER OF A LEVEE, 1.2 FEET
 CC0352'SOUTHEAST OF A WITNESS POST, 5 FEET BELOW THE TOP OF THE RAILS,
 CC0352'SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.4 FOOT
 CC0352'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0416 ***********************************************************************
 AB0416  DESIGNATION -  O 16 C CO RESET 1963
 AB0416  PID         -  AB0416
 AB0416  STATE/COUNTY-  TX/CAMERON
 AB0416  USGS QUAD   -  SANTA ROSA (1982)
 AB0416
 AB0416                         *CURRENT SURVEY CONTROL
 AB0416  ___________________________________________________________________
 AB0416* NAD 83(1986)-  26 19 27.     (N)    097 47 01.     (W)     SCALED    
 AB0416* NAVD 88     -        12.194  (meters)      40.01   (feet)  ADJUSTED  
 AB0416  ___________________________________________________________________
 AB0416  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AB0416  DYNAMIC HT  -          12.175 (meters)      39.94  (feet)  COMP
 AB0416  MODELED GRAV-     979,038.9   (mgal)                       NAVD 88
 AB0416
 AB0416  VERT ORDER  -  FIRST     CLASS II
 AB0416
 AB0416.The horizontal coordinates were scaled from a topographic map and have
 AB0416.an estimated accuracy of +/- 6 seconds.
 AB0416
 AB0416.The orthometric height was determined by differential leveling
 AB0416.and adjusted by the National Geodetic Survey in June 1991..
 AB0416
 AB0416.The geoid height was determined by GEOID03.
 AB0416
 AB0416.The dynamic height is computed by dividing the NAVD 88
 AB0416.geopotential number by the normal gravity value computed on the
 AB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0416.degrees latitude (g = 980.6199 gals.).
 AB0416
 AB0416.The modeled gravity was interpolated from observed gravity values.
 AB0416
 AB0416;                    North         East    Units  Estimated Accuracy
 AB0416;SPC TX S     - 5,073,050.      371,520.      MT  (+/- 180 meters Scaled)
 AB0416
 AB0416                          SUPERSEDED SURVEY CONTROL
 AB0416
 AB0416.No superseded survey control is available for this station.
 AB0416
 AB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ214121(NAD 83)
 AB0416_MARKER: DD = SURVEY DISK
 AB0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0416_SP_SET: CULVERT
 AB0416_STAMPING: O 16 40.97
 AB0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0416
 AB0416  HISTORY     - Date     Condition        Report By
 AB0416  HISTORY     - UNK      MONUMENTED
 AB0416  HISTORY     - 1963     GOOD             NGS
 AB0416  HISTORY     - 1981     GOOD             NGS
 AB0416
 AB0416                          STATION DESCRIPTION
 AB0416
 AB0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0416'1.5 MI SE FROM SEBASTIAN.
 AB0416'ABOUT 1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AB0416'RAILWAY STATION AT SEBASTIAN, ABOUT 65 FEET NORTHEAST OF THE NORTHEAST
 AB0416'RAIL, AND 25 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 77, IN
 AB0416'THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A 2 X 4 FOOT
 AB0416'CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0416
 AB0416                          STATION RECOVERY (1981)
 AB0416
 AB0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0416'2.2 KM (1.4 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE POST
 AB0416'OFFICE IN SEBASTIAN, LOCATED AT THE JUNCTION OF STATE HIGHWAY 506
 AB0416'SOUTH, SET IN TOP OF THE CENTER OF THE SOUTH HEADWALL OF A SMALL
 AB0416'CULVERT, THAT AT ONE TIME WAS OLD U.S. HIGHWAY 77, BEFORE
 AB0416'CONSTRUCTION, IT IS ALSO ABOUT 0.2 KM (0.1 MI) SOUTH FROM A POINT IN
 AB0416'HIGHWAY BUSINESS ROUTE 77 WHERE THE NEW HIGHWAY MAKES A SHARP CURVE TO
 AB0416'THE EAST LEADING TO U.S. HIGHWAY 77, ABOUT 0.2 KM (0.15 MI) WEST ALONG
 AB0416'HIGHWAY 77 BUSINESS ROUTE FROM THE OVERPASS OF U.S. HIGHWAY 77,
 AB0416'31.3 METERS (103.0 FT) SOUTH 77, 31.3 METERS (103.0 FT) SOUTH
 AB0416'SOUTHWEST OF THE CENTERLINE OF BUSINESS ROUTE U.S. 77, 20.1 METERS
 AB0416'(66.0 FT) SOUTH SOUTHWEST OF THE SOUTHWEST CONCRETE HEADWALL OF A
 AB0416'CULVERT UNDER HIGHWAY, 24.9 METERS (83.0 FT) NORTHWEST OF A LONE TREE
 AB0416'0.6 METER (2 FT) IN DIAMETER, AND 21.0 METERS (69.0 FT) NORTHEAST OF
 AB0416'THE NORTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD.
 AB0416'THE MARK IS 1.3 METERS  SE FROM A WITNESS POST.
 AB0416'THE MARK IS 1.8 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0208 ***********************************************************************
 CD0208  DESIGNATION -  O 17
 CD0208  PID         -  CD0208
 CD0208  STATE/COUNTY-  TX/CULBERSON
 CD0208  USGS QUAD   -  VAN HORN (1979)
 CD0208
 CD0208                         *CURRENT SURVEY CONTROL
 CD0208  ___________________________________________________________________
 CD0208* NAD 83(1986)-  31 02 25.     (N)    104 49 59.     (W)     SCALED    
 CD0208* NAVD 88     -      1234.319  (meters)    4049.59   (feet)  ADJUSTED  
 CD0208  ___________________________________________________________________
 CD0208  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0208  DYNAMIC HT  -        1232.373 (meters)    4043.21  (feet)  COMP
 CD0208  MODELED GRAV-     979,021.8   (mgal)                       NAVD 88
 CD0208
 CD0208  VERT ORDER  -  FIRST     CLASS II
 CD0208
 CD0208.The horizontal coordinates were scaled from a topographic map and have
 CD0208.an estimated accuracy of +/- 6 seconds.
 CD0208
 CD0208.The orthometric height was determined by differential leveling
 CD0208.and adjusted by the National Geodetic Survey in June 1991..
 CD0208
 CD0208.The geoid height was determined by GEOID03.
 CD0208
 CD0208.The dynamic height is computed by dividing the NAVD 88
 CD0208.geopotential number by the normal gravity value computed on the
 CD0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0208.degrees latitude (g = 980.6199 gals.).
 CD0208
 CD0208.The modeled gravity was interpolated from observed gravity values.
 CD0208
 CD0208;                    North         East    Units  Estimated Accuracy
 CD0208;SPC TX C     - 3,160,960.      270,610.      MT  (+/- 180 meters Scaled)
 CD0208
 CD0208                          SUPERSEDED SURVEY CONTROL
 CD0208
 CD0208  NGVD 29 (??/??/92) 1233.817  (m)         4047.95   (f) ADJ UNCH    1 2
 CD0208
 CD0208.Superseded values are not recommended for survey control.
 CD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0208.See file dsdata.txt to determine how the superseded data were derived.
 CD0208
 CD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ159340(NAD 83)
 CD0208_MARKER: Q = CHISELED SQUARE
 CD0208_SETTING: 66 = SET IN ROCK OUTCROP
 CD0208_SP_SET: LIMESTONE POST
 CD0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0208+STABILITY: POSITION/ELEVATION WELL
 CD0208
 CD0208  HISTORY     - Date     Condition        Report By
 CD0208  HISTORY     - UNK      MONUMENTED       CGS
 CD0208  HISTORY     - 1956     GOOD             NGS
 CD0208  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0208
 CD0208                          STATION DESCRIPTION
 CD0208
 CD0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0208'IN VAN HORN.
 CD0208'AT VAN HORN, 188 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MAIN
 CD0208'PART OF THE TEXAS AND PACIFIC RAILROAD STATION, 33.2 FEET NORTH OF THE
 CD0208'NORTH RAIL OF THE MAIN TRACK, 62 FEET SOUTH OF A POWER POLE, 15 FEET
 CD0208'NORTHEAST OF A 24 INCH ELM TREE, 27.4 FEET EAST OF THE SOUTHEAST
 CD0208'CORNER OF A PORCH WHICH IS ON THE SOUTH SIDE OF THE SECTION FOREMANS
 CD0208'HOUSE, 3 FEET EAST OF A FENCE, 0.4 FOOT EAST OF A WITNESS POST, IN THE
 CD0208'TOP OF A LIMESTONE POST.
 CD0208
 CD0208                          STATION RECOVERY (1981)
 CD0208
 CD0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0653 ***********************************************************************
 CD0653  DESIGNATION -  O 18
 CD0653  PID         -  CD0653
 CD0653  STATE/COUNTY-  TX/HUDSPETH
 CD0653  USGS QUAD   -  ACALA (1972)
 CD0653
 CD0653                         *CURRENT SURVEY CONTROL
 CD0653  ___________________________________________________________________
 CD0653* NAD 83(1986)-  31 22 24.     (N)    105 55 25.     (W)     SCALED    
 CD0653* NAVD 88     -      1118.881  (meters)    3670.86   (feet)  ADJUSTED  
 CD0653  ___________________________________________________________________
 CD0653  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CD0653  DYNAMIC HT  -        1117.125 (meters)    3665.10  (feet)  COMP
 CD0653  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 CD0653
 CD0653  VERT ORDER  -  FIRST     CLASS II
 CD0653
 CD0653.The horizontal coordinates were scaled from a topographic map and have
 CD0653.an estimated accuracy of +/- 6 seconds.
 CD0653
 CD0653.The orthometric height was determined by differential leveling
 CD0653.and adjusted by the National Geodetic Survey in June 1991..
 CD0653
 CD0653.The geoid height was determined by GEOID03.
 CD0653
 CD0653.The dynamic height is computed by dividing the NAVD 88
 CD0653.geopotential number by the normal gravity value computed on the
 CD0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0653.degrees latitude (g = 980.6199 gals.).
 CD0653
 CD0653.The modeled gravity was interpolated from observed gravity values.
 CD0653
 CD0653;                    North         East    Units  Estimated Accuracy
 CD0653;SPC TX C     - 3,202,550.      168,470.      MT  (+/- 180 meters Scaled)
 CD0653
 CD0653                          SUPERSEDED SURVEY CONTROL
 CD0653
 CD0653  NGVD 29 (??/??/92) 1118.283  (m)         3668.90   (f) ADJ UNCH    1 2
 CD0653
 CD0653.Superseded values are not recommended for survey control.
 CD0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0653.See file dsdata.txt to determine how the superseded data were derived.
 CD0653
 CD0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ121713(NAD 83)
 CD0653_MARKER: Z = SEE DESCRIPTION
 CD0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0653+STABILITY: SURFACE MOTION
 CD0653
 CD0653  HISTORY     - Date     Condition        Report By
 CD0653  HISTORY     - UNK      MONUMENTED       CGS
 CD0653  HISTORY     - 1956     GOOD             NGS
 CD0653
 CD0653                          STATION DESCRIPTION
 CD0653
 CD0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0653'7.2 MI NW FROM FORT HANCOCK.
 CD0653'7.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0653'STATION AT FORT HANCOCK, 10 POLES SOUTHEAST OF THE STATION SIGN AT
 CD0653'ISER, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 41.6
 CD0653'FEET NORTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 CD0653'POLES, 56 FEET NORTHEAST OF A FENCE, IN THE TOP OF A LIMESTONE POST
 CD0653'WHICH PROJECTS 2.0 FEET ABOVE THE GROUND, SURROUNDED BY THE LETTERS
 CD0653'USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0879 ***********************************************************************
 FL0879  DESIGNATION -  O 19
 FL0879  PID         -  FL0879
 FL0879  STATE/COUNTY-  TX/CARSON
 FL0879  USGS QUAD   -  CLAUDE NE (1983)
 FL0879
 FL0879                         *CURRENT SURVEY CONTROL
 FL0879  ___________________________________________________________________
 FL0879* NAD 83(1993)-  35 12 26.01921(N)    101 18 13.96240(W)     ADJUSTED  
 FL0879* NAVD 88     -      1044.394  (meters)    3426.48   (feet)  ADJUSTED  
 FL0879  ___________________________________________________________________
 FL0879  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FL0879  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL0879  DYNAMIC HT  -        1043.170 (meters)    3422.47  (feet)  COMP
 FL0879  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 FL0879
 FL0879  HORZ ORDER  -  THIRD
 FL0879  VERT ORDER  -  FIRST     CLASS II
 FL0879
 FL0879.The horizontal coordinates were established by classical geodetic methods
 FL0879.and adjusted by the National Geodetic Survey in February 1996..
 FL0879.No horizontal observational check was made to the station.
 FL0879
 FL0879.The orthometric height was determined by differential leveling
 FL0879.and adjusted by the National Geodetic Survey in June 1991..
 FL0879
 FL0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0879
 FL0879.The geoid height was determined by GEOID03.
 FL0879
 FL0879.The dynamic height is computed by dividing the NAVD 88
 FL0879.geopotential number by the normal gravity value computed on the
 FL0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0879.degrees latitude (g = 980.6199 gals.).
 FL0879
 FL0879.The modeled gravity was interpolated from observed gravity values.
 FL0879
 FL0879;                    North         East     Units Scale Factor Converg.
 FL0879;SPC TX N     - 1,133,943.434   217,856.840   MT  0.99991760   +0 06 49.2
 FL0879;SPC TX N     - 3,720,279.42    714,751.98   sFT  0.99991760   +0 06 49.2
 FL0879;UTM  14      - 3,898,455.915   290,279.573   MT  1.00014207   -1 19 43.5
 FL0879
 FL0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0879!SPC TX N     -   0.99984025  x   0.99991760  =   0.99975786
 FL0879!UTM  14      -   0.99984025  x   1.00014207  =   0.99998229
 FL0879
 FL0879                          SUPERSEDED SURVEY CONTROL
 FL0879
 FL0879  NAD 83(1993)-  35 12 26.02327(N)    101 18 13.95939(W) AD(       ) 3
 FL0879  NAD 83(1986)-  35 12 26.02561(N)    101 18 13.95346(W) AD(       ) 3
 FL0879  NAD 27      -  35 12 25.84600(N)    101 18 12.36500(W) AD(       ) 3
 FL0879  NGVD 29 (??/??/92) 1043.915  (m)         3424.91   (f) ADJ UNCH    1 2
 FL0879
 FL0879.Superseded values are not recommended for survey control.
 FL0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0879.See file dsdata.txt to determine how the superseded data were derived.
 FL0879
 FL0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9028098456(NAD 83)
 FL0879_MARKER: P = PIPE CAP
 FL0879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0879_SP_SET: SHALLOW-SET PIPE
 FL0879_STAMPING: O 19 1911 3424.980
 FL0879_MARK LOGO: CGS   
 FL0879_PROJECTION: PROJECTING 12 CENTIMETERS
 FL0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0879_ROD/PIPE-DEPTH: 1.0  meters
 FL0879
 FL0879  HISTORY     - Date     Condition        Report By
 FL0879  HISTORY     - 1951     MONUMENTED       CGS
 FL0879  HISTORY     - 1943     GOOD             NGS
 FL0879  HISTORY     - 1980     GOOD             USGS
 FL0879  HISTORY     - 1984     GOOD             NGS
 FL0879
 FL0879                          STATION DESCRIPTION
 FL0879
 FL0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FL0879'THE U.S. COAST AND GEODETIC SURVEY BENCH MARK IS A STANDARD DISK,
 FL0879'STAMPED 0-19 3442.980 1911, SCREWED ON THE TOP OF A 3 INCH
 FL0879'GALVANIZED PIPE WHICH PROJECTS ABOUT 12 INCHES AND IS ABOUT
 FL0879'8 INCHES HIGHER THAN THE STATION.  IT IS LOCATED 48 FEET
 FL0879'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 66, ABOUT 35 FEET
 FL0879'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS AND 6 FEET
 FL0879'SOUTH OF A TELEPHONE POLE.
 FL0879
 FL0879                          STATION RECOVERY (1943)
 FL0879
 FL0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0879'3.4 MI W FROM LARK.
 FL0879'3.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0879'FROM LARK, CARSON COUNTY, AT POLE 730/20, 12 YARDS NORTH OF THE
 FL0879'CENTERLINE OF THE TRACK, AND 16 YARDS SOUTH OF THE CENTERLINE OF U.S.
 FL0879'HIGHWAY 66.  A STANDARD CAP, STAMPED EL 3424.980 FT O 19 1911 AND
 FL0879'FASTENED ON THE TOP OF A 3-1/2-INCH IRON PROJECTING ONE FOOT ABOVE
 FL0879'GROUND.
 FL0879
 FL0879                          STATION RECOVERY (1980)
 FL0879
 FL0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL0879'RECOVERED IN GOOD CONDITION.
 FL0879
 FL0879                          STATION RECOVERY (1984)
 FL0879
 FL0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0879'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 FL0879'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0879'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 36.5 KM (22.65 MI)
 FL0879'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 14.6 M
 FL0879'(47.9 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, AND 11.0 M
 FL0879'(36.1 FT) NORTH OF THE NEAR RAIL.
 FL0879'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 FL0879'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0468 ***********************************************************************
 DM0468  DESIGNATION -  O 2
 DM0468  PID         -  DM0468
 DM0468  STATE/COUNTY-  TX/HUNT
 DM0468  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM0468
 DM0468                         *CURRENT SURVEY CONTROL
 DM0468  ___________________________________________________________________
 DM0468* NAD 83(1986)-  33 08 58.     (N)    095 57 02.     (W)     SCALED    
 DM0468* NAVD 88     -       178.593  (meters)     585.93   (feet)  ADJUSTED  
 DM0468  ___________________________________________________________________
 DM0468  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DM0468  DYNAMIC HT  -         178.398 (meters)     585.29  (feet)  COMP
 DM0468  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 DM0468
 DM0468  VERT ORDER  -  FIRST     CLASS II
 DM0468
 DM0468.The horizontal coordinates were scaled from a topographic map and have
 DM0468.an estimated accuracy of +/- 6 seconds.
 DM0468
 DM0468.The orthometric height was determined by differential leveling
 DM0468.and adjusted by the National Geodetic Survey in June 1991..
 DM0468
 DM0468.The geoid height was determined by GEOID03.
 DM0468
 DM0468.The dynamic height is computed by dividing the NAVD 88
 DM0468.geopotential number by the normal gravity value computed on the
 DM0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0468.degrees latitude (g = 980.6199 gals.).
 DM0468
 DM0468.The modeled gravity was interpolated from observed gravity values.
 DM0468
 DM0468;                    North         East    Units  Estimated Accuracy
 DM0468;SPC TXNC     - 2,167,310.      837,800.      MT  (+/- 180 meters Scaled)
 DM0468
 DM0468                          SUPERSEDED SURVEY CONTROL
 DM0468
 DM0468  NGVD 29 (??/??/92)  178.577  (m)          585.88   (f) ADJ UNCH    1 2
 DM0468
 DM0468.Superseded values are not recommended for survey control.
 DM0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0468.See file dsdata.txt to determine how the superseded data were derived.
 DM0468
 DM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS247717(NAD 83)
 DM0468_MARKER: Z = SEE DESCRIPTION
 DM0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0468+STABILITY: SURFACE MOTION
 DM0468
 DM0468  HISTORY     - Date     Condition        Report By
 DM0468  HISTORY     - UNK      MONUMENTED       CGS
 DM0468  HISTORY     - 1934     GOOD             NGS
 DM0468
 DM0468                          STATION DESCRIPTION
 DM0468
 DM0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0468'IN CAMPBELL.
 DM0468'AT CAMPBELL, HUNT COUNTY, ON THE LOUISIANA AND ARKANSAS RAILWAY, 100
 DM0468'FEET EAST OF THE EAST END OF THE STATION, AT A ROAD CROSSING, 28 FEET
 DM0468'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 10 FEET EAST OF THE
 DM0468'CROSSING-WARNING SIGN.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE
 DM0468'LETTERS USBM IN THE TOP OF A STONE POST.  NOTE-- IT WAS REPORTED IN
 DM0468'1933 THAT THIS MARK IS BURIED ABOUT 2 FEET UNDER A SMALL EARTH MOUND.
 DM0468'MARK IS LEANING ABOUT 10 DEGREES FROM VERTICAL AND IS IN FAIR
 DM0468'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0444 ***********************************************************************
 AB0444  DESIGNATION -  O 2 C CO
 AB0444  PID         -  AB0444
 AB0444  STATE/COUNTY-  TX/CAMERON
 AB0444  USGS QUAD   -  HARLINGEN (1983)
 AB0444
 AB0444                         *CURRENT SURVEY CONTROL
 AB0444  ___________________________________________________________________
 AB0444* NAD 83(1986)-  26 12 41.     (N)    097 42 34.     (W)     SCALED    
 AB0444* NAVD 88     -        12.199  (meters)      40.02   (feet)  ADJUSTED  
 AB0444  ___________________________________________________________________
 AB0444  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AB0444  DYNAMIC HT  -          12.179 (meters)      39.96  (feet)  COMP
 AB0444  MODELED GRAV-     979,035.0   (mgal)                       NAVD 88
 AB0444
 AB0444  VERT ORDER  -  FIRST     CLASS II
 AB0444
 AB0444.The horizontal coordinates were scaled from a topographic map and have
 AB0444.an estimated accuracy of +/- 6 seconds.
 AB0444
 AB0444.The orthometric height was determined by differential leveling
 AB0444.and adjusted by the National Geodetic Survey in June 1991..
 AB0444
 AB0444.The geoid height was determined by GEOID03.
 AB0444
 AB0444.The dynamic height is computed by dividing the NAVD 88
 AB0444.geopotential number by the normal gravity value computed on the
 AB0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0444.degrees latitude (g = 980.6199 gals.).
 AB0444
 AB0444.The modeled gravity was interpolated from observed gravity values.
 AB0444
 AB0444;                    North         East    Units  Estimated Accuracy
 AB0444;SPC TX S     - 5,060,600.      379,010.      MT  (+/- 180 meters Scaled)
 AB0444
 AB0444                          SUPERSEDED SURVEY CONTROL
 AB0444
 AB0444.No superseded survey control is available for this station.
 AB0444
 AB0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP289997(NAD 83)
 AB0444_MARKER: DD = SURVEY DISK
 AB0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0444_SP_SET: SIPHON
 AB0444_STAMPING: O 2 40.04 39.97
 AB0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0444
 AB0444  HISTORY     - Date     Condition        Report By
 AB0444  HISTORY     - UNK      MONUMENTED
 AB0444  HISTORY     - 1951     GOOD             NGS
 AB0444  HISTORY     - 1981     GOOD             NGS
 AB0444
 AB0444                          STATION DESCRIPTION
 AB0444
 AB0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0444'1.55 MI NW FROM HARLINGEN.
 AB0444'1.55 MILES NORTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0444'RAILROAD FROM THE STATION AT HARLINGEN, 117 FEET NORTHEAST OF AND
 AB0444'ACROSS THE HIGHWAY FROM THE NORTHEAST RAIL OF THE MAIN TRACK, 45 FEET
 AB0444'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 77, 55 FEET SOUTHEAST OF
 AB0444'THE EXTENDED CENTER LINE OF WILSON ROAD, SET IN THE TOP OF THE
 AB0444'SOUTHWEST WINGWALL OF AN IRRIGATION DITCH SIPHON, 10 FEET SOUTHEAST OF
 AB0444'THE NORTHWEST END OF THE WINGWALL.  NOTE-- NOW THE SOUTHERN PACIFIC
 AB0444'LINES.
 AB0444
 AB0444                          STATION RECOVERY (1981)
 AB0444
 AB0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0444'2.8 KM (1.75 MI) NORTHWEST ALONG NORTH COMMERCE STREET FROM THE CITY
 AB0444'HALL IN HARLINGEN, IN THE TOP OF THE SOUTHWEST WINGWALL OF AN
 AB0444'IRRIGATION DITCH SIPHON, 35.6 METERS (117.0 FT) NORTHEAST AND ACROSS
 AB0444'HIGHWAY FROM THE NORTHEAST RAIL OF THE MAIN TRACK, 13.7 METERS
 AB0444'(45.0 FT) NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 77, 16.7 METERS
 AB0444'(55.0 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF WILSON ROAD,
 AB0444'4.5 METERS (15.0 FT) NORTH OF A POWERLINE POLE, AND 3.0 METERS
 AB0444'(10.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE WINGWALL.
 AB0444'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0054 ***********************************************************************
 EO0054  DESIGNATION -  O 20
 EO0054  PID         -  EO0054
 EO0054  STATE/COUNTY-  TX/DEAF SMITH
 EO0054  USGS QUAD   -  HEREFORD (1970)
 EO0054
 EO0054                         *CURRENT SURVEY CONTROL
 EO0054  ___________________________________________________________________
 EO0054* NAD 83(1986)-  34 48 55.     (N)    102 23 38.     (W)     SCALED    
 EO0054* NAVD 88     -      1162.494  (meters)    3813.95   (feet)  POSTED    
 EO0054  ___________________________________________________________________
 EO0054  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 EO0054  DYNAMIC HT  -        1161.030 (meters)    3809.15  (feet)  COMP
 EO0054  MODELED GRAV-     979,332.9   (mgal)                       NAVD 88
 EO0054
 EO0054  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EO0054
 EO0054.The horizontal coordinates were scaled from a topographic map and have
 EO0054.an estimated accuracy of +/- 6 seconds.
 EO0054
 EO0054.The orthometric height was determined by differential leveling
 EO0054.and adjusted by the National Geodetic Survey in 1992..
 EO0054.No vertical observational check was made to the station.
 EO0054.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EO0054.was located on a no-check spur therefore a value was not computed.
 EO0054
 EO0054.The geoid height was determined by GEOID03.
 EO0054
 EO0054.The dynamic height is computed by dividing the NAVD 88
 EO0054.geopotential number by the normal gravity value computed on the
 EO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0054.degrees latitude (g = 980.6199 gals.).
 EO0054
 EO0054.The modeled gravity was interpolated from observed gravity values.
 EO0054
 EO0054;                    North         East    Units  Estimated Accuracy
 EO0054;SPC TX N     - 1,090,820.      118,220.      MT  (+/- 180 meters Scaled)
 EO0054
 EO0054                          SUPERSEDED SURVEY CONTROL
 EO0054
 EO0054  NGVD 29 (??/??/92) 1161.996  (m)         3812.32   (f) ADJ UNCH    1 2
 EO0054
 EO0054.Superseded values are not recommended for survey control.
 EO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0054.See file dsdata.txt to determine how the superseded data were derived.
 EO0054
 EO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU383556(NAD 83)
 EO0054_MARKER: B = BOLT
 EO0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0054_SP_SET: WATER TANK
 EO0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0054
 EO0054  HISTORY     - Date     Condition        Report By
 EO0054  HISTORY     - UNK      MONUMENTED       CGS
 EO0054  HISTORY     - 1958     GOOD             NGS
 EO0054  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0054
 EO0054                          STATION DESCRIPTION
 EO0054
 EO0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0054'IN HEREFORD.
 EO0054'AT HEREFORD, ABOUT 0.2 MILE EAST ALONG THE PANHANDLE AND SANTA FE
 EO0054'RAILWAY FROM THE STATION, ABOUT 300 FEET SOUTH OF THE NEAR RAIL OF THE
 EO0054'MAIN TRACK, IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST LEG OF
 EO0054'THE CITY WATER TANK.
 EO0054
 EO0054                          STATION RECOVERY (1984)
 EO0054
 EO0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0054'NOTE=THE OLD WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0248 ***********************************************************************
 BQ0248  DESIGNATION -  O 23
 BQ0248  PID         -  BQ0248
 BQ0248  STATE/COUNTY-  TX/CULBERSON
 BQ0248  USGS QUAD   -  LOBO (1972)
 BQ0248
 BQ0248                         *CURRENT SURVEY CONTROL
 BQ0248  ___________________________________________________________________
 BQ0248* NAD 83(1986)-  30 50 31.     (N)    104 45 41.     (W)     SCALED    
 BQ0248* NAVD 88     -      1213.779  (meters)    3982.21   (feet)  ADJUSTED  
 BQ0248  ___________________________________________________________________
 BQ0248  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0248  DYNAMIC HT  -        1211.841 (meters)    3975.85  (feet)  COMP
 BQ0248  MODELED GRAV-     979,002.6   (mgal)                       NAVD 88
 BQ0248
 BQ0248  VERT ORDER  -  FIRST     CLASS II
 BQ0248
 BQ0248.The horizontal coordinates were scaled from a topographic map and have
 BQ0248.an estimated accuracy of +/- 6 seconds.
 BQ0248
 BQ0248.The orthometric height was determined by differential leveling
 BQ0248.and adjusted by the National Geodetic Survey in June 1991..
 BQ0248
 BQ0248.The geoid height was determined by GEOID03.
 BQ0248
 BQ0248.The dynamic height is computed by dividing the NAVD 88
 BQ0248.geopotential number by the normal gravity value computed on the
 BQ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0248.degrees latitude (g = 980.6199 gals.).
 BQ0248
 BQ0248.The modeled gravity was interpolated from observed gravity values.
 BQ0248
 BQ0248;                    North         East    Units  Estimated Accuracy
 BQ0248;SPC TX C     - 3,138,710.      276,570.      MT  (+/- 180 meters Scaled)
 BQ0248
 BQ0248                          SUPERSEDED SURVEY CONTROL
 BQ0248
 BQ0248  NGVD 29 (??/??/92) 1213.250  (m)         3980.47   (f) ADJ UNCH    1 2
 BQ0248
 BQ0248.Superseded values are not recommended for survey control.
 BQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0248.See file dsdata.txt to determine how the superseded data were derived.
 BQ0248
 BQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ228121(NAD 83)
 BQ0248_MARKER: DB = BENCH MARK DISK
 BQ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0248_STAMPING: O 23 1917 ELEV. 3980.661 FT.
 BQ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0248+STABILITY: SURFACE MOTION
 BQ0248
 BQ0248  HISTORY     - Date     Condition        Report By
 BQ0248  HISTORY     - 1917     MONUMENTED       CGS
 BQ0248  HISTORY     - 1957     GOOD             NGS
 BQ0248  HISTORY     - 1966     GOOD             NGS
 BQ0248
 BQ0248                          STATION DESCRIPTION
 BQ0248
 BQ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0248'3.6 MI SE FROM LOBO.
 BQ0248'ABOUT 3.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0248'FROM THE COUNTY ROAD CROSSING AT LOBO, 84 FEET SOUTH-SOUTHEAST OF
 BQ0248'MILEPOST 692, 43 FEET WEST-SOUTHWEST OF THE NEAR RAIL, 85 FEET
 BQ0248'NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 4 FEET EAST OF A
 BQ0248'FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 BQ0248'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 BQ0248'1/2 FEET.
 BQ0248
 BQ0248                          STATION RECOVERY (1966)
 BQ0248
 BQ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0110 ***********************************************************************
 BQ0110  DESIGNATION -  O 24
 BQ0110  PID         -  BQ0110
 BQ0110  STATE/COUNTY-  TX/PRESIDIO
 BQ0110  USGS QUAD   -  ARAGON (1983)
 BQ0110
 BQ0110                         *CURRENT SURVEY CONTROL
 BQ0110  ___________________________________________________________________
 BQ0110* NAD 83(1986)-  30 20 44.     (N)    104 07 46.     (W)     SCALED    
 BQ0110* NAVD 88     -      1489.072  (meters)    4885.40   (feet)  POSTED    
 BQ0110  ___________________________________________________________________
 BQ0110  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BQ0110  DYNAMIC HT  -        1486.570 (meters)    4877.19  (feet)  COMP
 BQ0110  MODELED GRAV-     978,911.0   (mgal)                       NAVD 88
 BQ0110
 BQ0110  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0110
 BQ0110.The horizontal coordinates were scaled from a topographic map and have
 BQ0110.an estimated accuracy of +/- 6 seconds.
 BQ0110
 BQ0110.The orthometric height was determined by differential leveling
 BQ0110.and adjusted by the National Geodetic Survey in 1992..
 BQ0110.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0110.rate of 1.1 thru 2.0 mm/km.
 BQ0110
 BQ0110.The geoid height was determined by GEOID03.
 BQ0110
 BQ0110.The dynamic height is computed by dividing the NAVD 88
 BQ0110.geopotential number by the normal gravity value computed on the
 BQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0110.degrees latitude (g = 980.6199 gals.).
 BQ0110
 BQ0110.The modeled gravity was interpolated from observed gravity values.
 BQ0110
 BQ0110;                    North         East    Units  Estimated Accuracy
 BQ0110;SPC TXSC     - 4,289,250.      106,950.      MT  (+/- 180 meters Scaled)
 BQ0110
 BQ0110                          SUPERSEDED SURVEY CONTROL
 BQ0110
 BQ0110.No superseded survey control is available for this station.
 BQ0110
 BQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP836573(NAD 83)
 BQ0110_MARKER: DB = BENCH MARK DISK
 BQ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0110_STAMPING: O 24 1917
 BQ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0110+STABILITY: SURFACE MOTION
 BQ0110
 BQ0110  HISTORY     - Date     Condition        Report By
 BQ0110  HISTORY     - 1917     MONUMENTED       CGS
 BQ0110  HISTORY     - 1957     MARK NOT FOUND   NGS
 BQ0110  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0110  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0110
 BQ0110                          STATION DESCRIPTION
 BQ0110
 BQ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0110'2.3 MI E FROM ARAGON.
 BQ0110'ABOUT 2.3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0110'ARAGON, PRESIDIO COUNTY, AND AT MILEPOST 640.  A STANDARD DISK STAMPED
 BQ0110'O 24 1917 AND SET IN THE TOP OF A CONCRETE POST.
 BQ0110
 BQ0110                          STATION RECOVERY (1966)
 BQ0110
 BQ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0110'MARK NOT FOUND.
 BQ0110
 BQ0110                          STATION RECOVERY (1996)
 BQ0110
 BQ0110'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0122 ***********************************************************************
 BP0122  DESIGNATION -  O 26
 BP0122  PID         -  BP0122
 BP0122  STATE/COUNTY-  TX/BREWSTER
 BP0122  USGS QUAD   -  TESNUS SE (1968)
 BP0122
 BP0122                         *CURRENT SURVEY CONTROL
 BP0122  ___________________________________________________________________
 BP0122* NAD 83(1986)-  30 04 29.     (N)    102 50 03.     (W)     SCALED    
 BP0122* NAVD 88     -      1051.752  (meters)    3450.62   (feet)  ADJUSTED  
 BP0122  ___________________________________________________________________
 BP0122  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BP0122  DYNAMIC HT  -        1050.077 (meters)    3445.13  (feet)  COMP
 BP0122  MODELED GRAV-     979,013.5   (mgal)                       NAVD 88
 BP0122
 BP0122  VERT ORDER  -  FIRST     CLASS II
 BP0122
 BP0122.The horizontal coordinates were scaled from a topographic map and have
 BP0122.an estimated accuracy of +/- 6 seconds.
 BP0122
 BP0122.The orthometric height was determined by differential leveling
 BP0122.and adjusted by the National Geodetic Survey in June 1991..
 BP0122
 BP0122.The geoid height was determined by GEOID03.
 BP0122
 BP0122.The dynamic height is computed by dividing the NAVD 88
 BP0122.geopotential number by the normal gravity value computed on the
 BP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0122.degrees latitude (g = 980.6199 gals.).
 BP0122
 BP0122.The modeled gravity was interpolated from observed gravity values.
 BP0122
 BP0122;                    North         East    Units  Estimated Accuracy
 BP0122;SPC TXSC     - 4,254,470.      230,420.      MT  (+/- 180 meters Scaled)
 BP0122
 BP0122                          SUPERSEDED SURVEY CONTROL
 BP0122
 BP0122  NGVD 29 (??/??/92) 1051.440  (m)         3449.60   (f) ADJ UNCH    1 2
 BP0122
 BP0122.Superseded values are not recommended for survey control.
 BP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0122.See file dsdata.txt to determine how the superseded data were derived.
 BP0122
 BP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP087290(NAD 83)
 BP0122_MARKER: DB = BENCH MARK DISK
 BP0122_SETTING: 66 = SET IN ROCK OUTCROP
 BP0122_SP_SET: ROCK OUTCROP
 BP0122_STAMPING: O 26 1917 ELEV. 3449.599 FT.
 BP0122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0122+STABILITY: POSITION/ELEVATION WELL
 BP0122
 BP0122  HISTORY     - Date     Condition        Report By
 BP0122  HISTORY     - 1917     MONUMENTED       CGS
 BP0122  HISTORY     - 1957     GOOD             NGS
 BP0122
 BP0122                          STATION DESCRIPTION
 BP0122
 BP0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0122'13.85 MI SW FROM LONGFELLOW.
 BP0122'ABOUT 13.85 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0122'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 100 FEET WEST OF
 BP0122'MILEPOST 546, IN THE TOP OF A FLAT ROCK OUTCROP FLUSH WITH THE GROUND,
 BP0122'54 FEET SOUTH OF THE SOUTH RAIL, 10 RAILS SOUTHWEST OF THE SOUTHWEST
 BP0122'END OF A CONCRETE HEAD WALL OF A CULVERT, 117 FEET NORTH OF THE CENTER
 BP0122'LINE OF A TRACK ROAD, 6 1/2 FEET SOUTH OF A FENCE, AND ABOUT 3 FEET
 BP0122'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0359 ***********************************************************************
 AZ0359  DESIGNATION -  O 29
 AZ0359  PID         -  AZ0359
 AZ0359  STATE/COUNTY-  TX/VAL VERDE
 AZ0359  USGS QUAD   -  LANGTRY (1973)
 AZ0359
 AZ0359                         *CURRENT SURVEY CONTROL
 AZ0359  ___________________________________________________________________
 AZ0359* NAD 83(1986)-  29 51 28.     (N)    101 37 28.     (W)     SCALED    
 AZ0359* NAVD 88     -       449.025  (meters)    1473.18   (feet)  ADJUSTED  
 AZ0359  ___________________________________________________________________
 AZ0359  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AZ0359  DYNAMIC HT  -         448.344 (meters)    1470.94  (feet)  COMP
 AZ0359  MODELED GRAV-     979,114.3   (mgal)                       NAVD 88
 AZ0359
 AZ0359  VERT ORDER  -  FIRST     CLASS II
 AZ0359
 AZ0359.The horizontal coordinates were scaled from a topographic map and have
 AZ0359.an estimated accuracy of +/- 6 seconds.
 AZ0359
 AZ0359.The orthometric height was determined by differential leveling
 AZ0359.and adjusted by the National Geodetic Survey in June 1991..
 AZ0359
 AZ0359.The geoid height was determined by GEOID03.
 AZ0359
 AZ0359.The dynamic height is computed by dividing the NAVD 88
 AZ0359.geopotential number by the normal gravity value computed on the
 AZ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0359.degrees latitude (g = 980.6199 gals.).
 AZ0359
 AZ0359.The modeled gravity was interpolated from observed gravity values.
 AZ0359
 AZ0359;                    North         East    Units  Estimated Accuracy
 AZ0359;SPC TXSC     - 4,227,210.      346,460.      MT  (+/- 180 meters Scaled)
 AZ0359
 AZ0359                          SUPERSEDED SURVEY CONTROL
 AZ0359
 AZ0359  NGVD 29 (??/??/92)  448.878  (m)         1472.69   (f) ADJ UNCH    1 2
 AZ0359
 AZ0359.Superseded values are not recommended for survey control.
 AZ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0359.See file dsdata.txt to determine how the superseded data were derived.
 AZ0359
 AZ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU464059(NAD 83)
 AZ0359_MARKER: DB = BENCH MARK DISK
 AZ0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0359_SP_SET: ABUTMENT
 AZ0359_STAMPING: O 29 1917 ELEV. 1472.80 FT
 AZ0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0359
 AZ0359  HISTORY     - Date     Condition        Report By
 AZ0359  HISTORY     - 1917     MONUMENTED       CGS
 AZ0359  HISTORY     - 1958     GOOD             NGS
 AZ0359
 AZ0359                          STATION DESCRIPTION
 AZ0359
 AZ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0359'5.6 MI NW FROM LANGTRY.
 AZ0359'ABOUT 4.95 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0359'FROM THE STATION AT LANGTRY, THENCE 0.55 MILES SOUTH-SOUTHWEST ACROSS
 AZ0359'MESQUITE COVERED TERRAIN TO THE OLD RAILROAD GRADE, THENCE 0.1 MILE
 AZ0359'EAST ALONG THE ABANDONED RAILROAD GRADE, IN THE TOP OF THE 1ST STONE
 AZ0359'FROM THE TOP OF THE SOUTH END OF THE WEST STONE ABUTMENT OF AN
 AZ0359'ABANDONED RAILROAD BRIDGE, 11 FEET SOUTH OF THE CENTER LINE OF THE OLD
 AZ0359'GRADE, AND 2 FEET BELOW THE LEVEL OF THE TOP OF THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0272 ***********************************************************************
 AZ0272  DESIGNATION -  O 30
 AZ0272  PID         -  AZ0272
 AZ0272  STATE/COUNTY-  TX/VAL VERDE
 AZ0272  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0272
 AZ0272                         *CURRENT SURVEY CONTROL
 AZ0272  ___________________________________________________________________
 AZ0272* NAD 83(1986)-  29 32 43.     (N)    101 05 51.     (W)     SCALED    
 AZ0272* NAVD 88     -       366.913  (meters)    1203.78   (feet)  POSTED    
 AZ0272  ___________________________________________________________________
 AZ0272  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0272  DYNAMIC HT  -         366.380 (meters)    1202.03  (feet)  COMP
 AZ0272  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 AZ0272
 AZ0272  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0272
 AZ0272.The horizontal coordinates were scaled from a topographic map and have
 AZ0272.an estimated accuracy of +/- 6 seconds.
 AZ0272
 AZ0272.The orthometric height was determined by differential leveling
 AZ0272.and adjusted by the National Geodetic Survey in 1992..
 AZ0272.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0272.rate of 0.0 thru 1.0 mm/km.
 AZ0272
 AZ0272.The geoid height was determined by GEOID03.
 AZ0272
 AZ0272.The dynamic height is computed by dividing the NAVD 88
 AZ0272.geopotential number by the normal gravity value computed on the
 AZ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0272.degrees latitude (g = 980.6199 gals.).
 AZ0272
 AZ0272.The modeled gravity was interpolated from observed gravity values.
 AZ0272
 AZ0272;                    North         East    Units  Estimated Accuracy
 AZ0272;SPC TXSC     - 4,191,550.      396,740.      MT  (+/- 180 meters Scaled)
 AZ0272
 AZ0272                          SUPERSEDED SURVEY CONTROL
 AZ0272
 AZ0272  NGVD 29 (??/??/92)  366.826  (m)         1203.49   (f) ADJ UNCH    1 2
 AZ0272
 AZ0272.Superseded values are not recommended for survey control.
 AZ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0272.See file dsdata.txt to determine how the superseded data were derived.
 AZ0272
 AZ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT967702(NAD 83)
 AZ0272_MARKER: DB = BENCH MARK DISK
 AZ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0272_STAMPING: O 30 1917 ELEV 1203.108 FT
 AZ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0272+STABILITY: SURFACE MOTION
 AZ0272
 AZ0272  HISTORY     - Date     Condition        Report By
 AZ0272  HISTORY     - 1917     MONUMENTED       CGS
 AZ0272  HISTORY     - 1958     GOOD             NGS
 AZ0272  HISTORY     - 19980805 POOR             USPSQD
 AZ0272
 AZ0272                          STATION DESCRIPTION
 AZ0272
 AZ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0272'11.6 MI SE FROM COMSTOCK.
 AZ0272'ABOUT 11.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0272'FROM THE STATION AT COMSTOCK, 13 FEET WEST-NORTHWEST OF MILEPOST 402,
 AZ0272'5 1/2 FEET NORTHEAST OF A FENCE, 45 FEET SOUTHWEST OF THE SOUTHWEST
 AZ0272'RAIL, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 AZ0272'CONCRETE POST PROJECTING 8 INCHES.  NOTE-- THIS POST IS SLIGHTLY
 AZ0272'LOOSE.
 AZ0272
 AZ0272                          STATION RECOVERY (1998)
 AZ0272
 AZ0272'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0272'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1321 ***********************************************************************
 AY1321  DESIGNATION -  O 33 USGS
 AY1321  PID         -  AY1321
 AY1321  STATE/COUNTY-  TX/UVALDE
 AY1321  USGS QUAD   -  KNIPPA (1971)
 AY1321
 AY1321                         *CURRENT SURVEY CONTROL
 AY1321  ___________________________________________________________________
 AY1321* NAD 83(1986)-  29 16 20.     (N)    099 42 31.     (W)     SCALED    
 AY1321* NAVD 88     -       292.389  (meters)     959.28   (feet)  POSTED    
 AY1321  ___________________________________________________________________
 AY1321  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AY1321  DYNAMIC HT  -         291.960 (meters)     957.87  (feet)  COMP
 AY1321  MODELED GRAV-     979,182.9   (mgal)                       NAVD 88
 AY1321
 AY1321  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AY1321
 AY1321.The horizontal coordinates were scaled from a topographic map and have
 AY1321.an estimated accuracy of +/- 6 seconds.
 AY1321
 AY1321.The orthometric height was determined by differential leveling
 AY1321.and adjusted by the National Geodetic Survey in 1992..
 AY1321.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AY1321.rate greater than 8.0 mm/km.
 AY1321
 AY1321.The geoid height was determined by GEOID03.
 AY1321
 AY1321.The dynamic height is computed by dividing the NAVD 88
 AY1321.geopotential number by the normal gravity value computed on the
 AY1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1321.degrees latitude (g = 980.6199 gals.).
 AY1321
 AY1321.The modeled gravity was interpolated from observed gravity values.
 AY1321
 AY1321;                    North         East    Units  Estimated Accuracy
 AY1321;SPC TXSC     - 4,159,680.      531,150.      MT  (+/- 180 meters Scaled)
 AY1321
 AY1321                          SUPERSEDED SURVEY CONTROL
 AY1321
 AY1321  NGVD 29 (??/??/92)  292.254  (m)          958.84   (f) ADJ UNCH    1 2
 AY1321
 AY1321.Superseded values are not recommended for survey control.
 AY1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1321.See file dsdata.txt to determine how the superseded data were derived.
 AY1321
 AY1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT311383(NAD 83)
 AY1321_MARKER: P = PIPE CAP
 AY1321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY1321_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY1321_STAMPING: O 33 S A 10 958.837
 AY1321_MARK LOGO: USGS  
 AY1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1321
 AY1321  HISTORY     - Date     Condition        Report By
 AY1321  HISTORY     - UNK      MONUMENTED       USGS
 AY1321  HISTORY     - 1957     GOOD             NGS
 AY1321  HISTORY     - 1982     POOR             NGS
 AY1321  HISTORY     - 19880709 MARK NOT FOUND   USPSQD
 AY1321
 AY1321                          STATION DESCRIPTION
 AY1321
 AY1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1321'4.75 MI W FROM KNIPPA.
 AY1321'4.75 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1321'STATION AT KNIPPA, 11 RAILS NORTHEAST OF THE NORTHEAST END OF TRESTLE
 AY1321'295.08, 19 FEET WEST OF MILEPOST 295, 97 FEET NORTHWEST OF THE CENTER
 AY1321'LINE OF U.S. HIGHWAY 90, 31.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5
 AY1321'FEET BELOW THE TOP OF THE RAILS, RIVETED ON THE TOP OF A 3 1/2 INCH
 AY1321'IRON PIPE WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
 AY1321
 AY1321                          STATION RECOVERY (1982)
 AY1321
 AY1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1321'FOUND LEANING AND LOOSE, NOT LEVELED TO THIS SURVEY.
 AY1321
 AY1321                          STATION RECOVERY (1988)
 AY1321
 AY1321'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0873 ***********************************************************************
 AY0873  DESIGNATION -  O 35
 AY0873  PID         -  AY0873
 AY0873  STATE/COUNTY-  TX/MEDINA
 AY0873  USGS QUAD   -  CASTROVILLE (1982)
 AY0873
 AY0873                         *CURRENT SURVEY CONTROL
 AY0873  ___________________________________________________________________
 AY0873* NAD 83(1986)-  29 16 08.     (N)    098 52 35.     (W)     SCALED    
 AY0873* NAVD 88     -       249.672  (meters)     819.13   (feet)  POSTED    
 AY0873  ___________________________________________________________________
 AY0873  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AY0873  DYNAMIC HT  -         249.310 (meters)     817.94  (feet)  COMP
 AY0873  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 AY0873
 AY0873  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0873
 AY0873.The horizontal coordinates were scaled from a topographic map and have
 AY0873.an estimated accuracy of +/- 6 seconds.
 AY0873
 AY0873.The orthometric height was determined by differential leveling
 AY0873.and adjusted by the National Geodetic Survey in 1992..
 AY0873.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0873.rate of 0.0 thru 1.0 mm/km.
 AY0873
 AY0873.The geoid height was determined by GEOID03.
 AY0873
 AY0873.The dynamic height is computed by dividing the NAVD 88
 AY0873.geopotential number by the normal gravity value computed on the
 AY0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0873.degrees latitude (g = 980.6199 gals.).
 AY0873
 AY0873.The modeled gravity was interpolated from observed gravity values.
 AY0873
 AY0873;                    North         East    Units  Estimated Accuracy
 AY0873;SPC TXSC     - 4,159,100.      612,010.      MT  (+/- 180 meters Scaled)
 AY0873
 AY0873                          SUPERSEDED SURVEY CONTROL
 AY0873
 AY0873.No superseded survey control is available for this station.
 AY0873
 AY0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT120377(NAD 83)
 AY0873_MARKER: Z = SEE DESCRIPTION
 AY0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0873_SP_SET: STONE
 AY0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0873+STABILITY: SURFACE MOTION
 AY0873
 AY0873  HISTORY     - Date     Condition        Report By
 AY0873  HISTORY     - UNK      MONUMENTED       CGS
 AY0873  HISTORY     - 1957     MARK NOT FOUND   NGS
 AY0873  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0873
 AY0873                          STATION DESCRIPTION
 AY0873
 AY0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0873'2.0 MI E FROM NOONAN.
 AY0873'ABOUT 2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AY0873'NOONAN, MEDINA COUNTY, AT MILEPOST 239, AND 50 FEET SOUTH OF THE
 AY0873'TRACK.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST, NEAR
 AY0873'THE LETTERS USBM.
 AY0873
 AY0873                          STATION RECOVERY (2002)
 AY0873
 AY0873'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0828 ***********************************************************************
 AY0828  DESIGNATION -  O 36
 AY0828  PID         -  AY0828
 AY0828  STATE/COUNTY-  TX/BEXAR
 AY0828  USGS QUAD   -  MACDONA (1991)
 AY0828
 AY0828                         *CURRENT SURVEY CONTROL
 AY0828  ___________________________________________________________________
 AY0828* NAD 83(1986)-  29 15 52.     (N)    098 44 05.     (W)     SCALED    
 AY0828* NAVD 88     -       202.406  (meters)     664.06   (feet)  ADJUSTED  
 AY0828  ___________________________________________________________________
 AY0828  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AY0828  DYNAMIC HT  -         202.115 (meters)     663.11  (feet)  COMP
 AY0828  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 AY0828
 AY0828  VERT ORDER  -  FIRST     CLASS II
 AY0828
 AY0828.The horizontal coordinates were scaled from a topographic map and have
 AY0828.an estimated accuracy of +/- 6 seconds.
 AY0828
 AY0828.The orthometric height was determined by differential leveling
 AY0828.and adjusted by the National Geodetic Survey in June 1991..
 AY0828.WARNING-Repeat measurements at this control monument indicate possible
 AY0828.vertical movement.
 AY0828
 AY0828.The geoid height was determined by GEOID03.
 AY0828
 AY0828.The dynamic height is computed by dividing the NAVD 88
 AY0828.geopotential number by the normal gravity value computed on the
 AY0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0828.degrees latitude (g = 980.6199 gals.).
 AY0828
 AY0828.The modeled gravity was interpolated from observed gravity values.
 AY0828
 AY0828;                    North         East    Units  Estimated Accuracy
 AY0828;SPC TXSC     - 4,158,630.      625,780.      MT  (+/- 180 meters Scaled)
 AY0828
 AY0828                          SUPERSEDED SURVEY CONTROL
 AY0828
 AY0828  NGVD 29 (??/??/92)  202.285  (m)          663.66   (f) ADJ UNCH    1 2
 AY0828
 AY0828.Superseded values are not recommended for survey control.
 AY0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0828.See file dsdata.txt to determine how the superseded data were derived.
 AY0828
 AY0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT257373(NAD 83)
 AY0828_MARKER: DB = BENCH MARK DISK
 AY0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0828_SP_SET: CULVERT
 AY0828_STAMPING: O 36 1917 ELEV 663.28 FT
 AY0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0828
 AY0828  HISTORY     - Date     Condition        Report By
 AY0828  HISTORY     - 1917     MONUMENTED       CGS
 AY0828  HISTORY     - 1956     GOOD             NGS
 AY0828  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0828  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0828
 AY0828                          STATION DESCRIPTION
 AY0828
 AY0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0828'3.05 MI SW FROM SAS JUNCTION.
 AY0828'3.05 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0828'RAILROAD FROM THE STATION SIGN AT SAS JUNCTION, AT THE CROSSING OF
 AY0828'PEARSALL ROAD, 8 1/2 POLES NORTHEAST OF MILEPOST 278, 20 FEET
 AY0828'SOUTHEAST OF THE SOUTHEAST RAIL, 12 FEET SOUTHEAST OF THE CENTER LINE
 AY0828'OF PEARSALL ROAD, SET IN THE TOP OF THE CENTER OF THE NORTHWEST
 AY0828'HEADWALL OF A CONCRETE CULVERT.
 AY0828
 AY0828                          STATION RECOVERY (1986)
 AY0828
 AY0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0828'MARK NOT FOUND.
 AY0828
 AY0828                          STATION RECOVERY (1999)
 AY0828
 AY0828'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0297 ***********************************************************************
 AO0297  DESIGNATION -  O 38
 AO0297  PID         -  AO0297
 AO0297  STATE/COUNTY-  TX/LA SALLE
 AO0297  USGS QUAD   -  ENCINAL (1982)
 AO0297
 AO0297                         *CURRENT SURVEY CONTROL
 AO0297  ___________________________________________________________________
 AO0297* NAD 83(1986)-  28 05 17.     (N)    099 20 30.     (W)     SCALED    
 AO0297* NAVD 88     -       159.464  (meters)     523.17   (feet)  POSTED    
 AO0297  ___________________________________________________________________
 AO0297  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AO0297  DYNAMIC HT  -         159.220 (meters)     522.37  (feet)  COMP
 AO0297  MODELED GRAV-     979,107.5   (mgal)                       NAVD 88
 AO0297
 AO0297  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AO0297
 AO0297.The horizontal coordinates were scaled from a topographic map and have
 AO0297.an estimated accuracy of +/- 6 seconds.
 AO0297
 AO0297.The orthometric height was determined by differential leveling
 AO0297.and adjusted by the National Geodetic Survey in 1992..
 AO0297.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AO0297.rate of 0.0 thru 1.0 mm/km.
 AO0297
 AO0297.The geoid height was determined by GEOID03.
 AO0297
 AO0297.The dynamic height is computed by dividing the NAVD 88
 AO0297.geopotential number by the normal gravity value computed on the
 AO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0297.degrees latitude (g = 980.6199 gals.).
 AO0297
 AO0297.The modeled gravity was interpolated from observed gravity values.
 AO0297
 AO0297;                    North         East    Units  Estimated Accuracy
 AO0297;SPC TXSC     - 4,028,280.      566,420.      MT  (+/- 180 meters Scaled)
 AO0297
 AO0297                          SUPERSEDED SURVEY CONTROL
 AO0297
 AO0297.No superseded survey control is available for this station.
 AO0297
 AO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS664070(NAD 83)
 AO0297_MARKER: Z = SEE DESCRIPTION
 AO0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0297_SP_SET: STONE POST
 AO0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0297+STABILITY: SURFACE MOTION
 AO0297
 AO0297  HISTORY     - Date     Condition        Report By
 AO0297  HISTORY     - UNK      MONUMENTED       CGS
 AO0297  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0297
 AO0297                          STATION DESCRIPTION
 AO0297
 AO0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0297'3.3 MI N FROM ENCINAL.
 AO0297'3.3 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0297'ENCINAL, LA SALLE COUNTY, 110 FEET NORTH OF MILEPOST 370, AND 40 FEET
 AO0297'EAST OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE, FLANKED BY THE
 AO0297'LETTERS USBM IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1051 ***********************************************************************
 AJ1051  DESIGNATION -  O 39
 AJ1051  PID         -  AJ1051
 AJ1051  STATE/COUNTY-  TX/WEBB
 AJ1051  USGS QUAD   -  LAREDO WEST (1980)
 AJ1051
 AJ1051                         *CURRENT SURVEY CONTROL
 AJ1051  ___________________________________________________________________
 AJ1051* NAD 83(1986)-  27 30 28.     (N)    099 31 09.     (W)     SCALED    
 AJ1051* NAVD 88     -       127.843  (meters)     419.43   (feet)  ADJUSTED  
 AJ1051  ___________________________________________________________________
 AJ1051  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AJ1051  DYNAMIC HT  -         127.641 (meters)     418.77  (feet)  COMP
 AJ1051  MODELED GRAV-     979,065.0   (mgal)                       NAVD 88
 AJ1051
 AJ1051  VERT ORDER  -  FIRST     CLASS II
 AJ1051
 AJ1051.The horizontal coordinates were scaled from a topographic map and have
 AJ1051.an estimated accuracy of +/- 6 seconds.
 AJ1051
 AJ1051.The orthometric height was determined by differential leveling
 AJ1051.and adjusted by the National Geodetic Survey in June 1991..
 AJ1051.WARNING-Repeat measurements at this control monument indicate possible
 AJ1051.vertical movement.
 AJ1051
 AJ1051.The geoid height was determined by GEOID03.
 AJ1051
 AJ1051.The dynamic height is computed by dividing the NAVD 88
 AJ1051.geopotential number by the normal gravity value computed on the
 AJ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1051.degrees latitude (g = 980.6199 gals.).
 AJ1051
 AJ1051.The modeled gravity was interpolated from observed gravity values.
 AJ1051
 AJ1051;                    North         East    Units  Estimated Accuracy
 AJ1051;SPC TX S     - 5,204,390.      199,310.      MT  (+/- 180 meters Scaled)
 AJ1051
 AJ1051                          SUPERSEDED SURVEY CONTROL
 AJ1051
 AJ1051  NGVD 29 (??/??/92)  127.970  (m)          419.85   (f) ADJ UNCH    1 2
 AJ1051
 AJ1051.Superseded values are not recommended for survey control.
 AJ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1051.See file dsdata.txt to determine how the superseded data were derived.
 AJ1051
 AJ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR487427(NAD 83)
 AJ1051_MARKER: DB = BENCH MARK DISK
 AJ1051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ1051_SP_SET: CONCRETE BLOCK
 AJ1051_STAMPING: O 39 1917 ELEV 419.904 FT
 AJ1051_MARK LOGO: CGS   
 AJ1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1051+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AJ1051
 AJ1051  HISTORY     - Date     Condition        Report By
 AJ1051  HISTORY     - 1917     MONUMENTED       CGS
 AJ1051  HISTORY     - 1957     GOOD             NGS
 AJ1051  HISTORY     - 1981     GOOD             NGS
 AJ1051  HISTORY     - 20020530 GOOD             USPSQD
 AJ1051
 AJ1051                          STATION DESCRIPTION
 AJ1051
 AJ1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1051'0.2 MI NW FROM LAREDO.
 AJ1051'0.1 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1051'FROM THE STATION AT LAREDO, THENCE 0.1 MILE WEST ALONG VICTORIA
 AJ1051'STREET, AT THE ENTRANCE TO THE U.S. BORDER PATROL STATION WHICH WAS
 AJ1051'OLD FORT MCINTOSH, 55 FEET SOUTH OF THE CENTER LINE OF VICTORIA
 AJ1051'STREET, 47 FEET WEST OF THE CENTER LINE OF A STREET LEADING SOUTH TO
 AJ1051'LAREDO JUNIOR COLLEGE, 2.0 FEET ABOVE THE GROUND, SET VERTICALLY IN
 AJ1051'THE SOUTH SIDE OF THE CONCRETE BLOCK OF THE COAST AND GEODETIC SURVEY
 AJ1051'LATITUDE AND LONGITUDE STATION.
 AJ1051
 AJ1051                          STATION RECOVERY (1981)
 AJ1051
 AJ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1051'RECOVERED THIS DATE, NOTE, BORDER PATROL STATION DESCRIBED IS NO
 AJ1051'LONGER THERE, THE DISK IS SET HORIZONALLY IN THE TOP OF A 0.6 METER
 AJ1051'(2.0 FT) BY 1.2 METERS (4.0 FT) CONCRETE BLOCK PROJECTING 0.9 METER
 AJ1051'(3.0 FT), ABOUT 60.1 METERS (200.0 FT) SOUTH OF A FORT MCINTOSH
 AJ1051'MONUMENT AND SIGN, AND 45.7 METERS (150.0 FT) SOUTH OF A FLAGPOLE.
 AJ1051
 AJ1051                          STATION RECOVERY (2002)
 AJ1051
 AJ1051'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0822 ***********************************************************************
 BZ0822  DESIGNATION -  O 4
 BZ0822  PID         -  BZ0822
 BZ0822  STATE/COUNTY-  TX/BELL
 BZ0822  USGS QUAD   -  BELTON (1993)
 BZ0822
 BZ0822                         *CURRENT SURVEY CONTROL
 BZ0822  ___________________________________________________________________
 BZ0822* NAD 83(1986)-  31 03 45.     (N)    097 26 36.     (W)     SCALED    
 BZ0822* NAVD 88     -       155.060  (meters)     508.73   (feet)  POSTED    
 BZ0822  ___________________________________________________________________
 BZ0822  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BZ0822  DYNAMIC HT  -         154.860 (meters)     508.07  (feet)  COMP
 BZ0822  MODELED GRAV-     979,314.5   (mgal)                       NAVD 88
 BZ0822
 BZ0822  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BZ0822
 BZ0822.The horizontal coordinates were scaled from a topographic map and have
 BZ0822.an estimated accuracy of +/- 6 seconds.
 BZ0822
 BZ0822.The orthometric height was determined by differential leveling
 BZ0822.and adjusted by the National Geodetic Survey in 1992..
 BZ0822.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BZ0822.rate of 0.0 thru 1.0 mm/km.
 BZ0822
 BZ0822.The geoid height was determined by GEOID03.
 BZ0822
 BZ0822.The dynamic height is computed by dividing the NAVD 88
 BZ0822.geopotential number by the normal gravity value computed on the
 BZ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0822.degrees latitude (g = 980.6199 gals.).
 BZ0822
 BZ0822.The modeled gravity was interpolated from observed gravity values.
 BZ0822
 BZ0822;                    North         East    Units  Estimated Accuracy
 BZ0822;SPC TX C     - 3,158,320.      975,760.      MT  (+/- 180 meters Scaled)
 BZ0822
 BZ0822                          SUPERSEDED SURVEY CONTROL
 BZ0822
 BZ0822.No superseded survey control is available for this station.
 BZ0822
 BZ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV485375(NAD 83)
 BZ0822_MARKER: Z = SEE DESCRIPTION
 BZ0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0822_SP_SET: BRIDGE
 BZ0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0822
 BZ0822  HISTORY     - Date     Condition        Report By
 BZ0822  HISTORY     - UNK      MONUMENTED       CGS
 BZ0822  HISTORY     - 1953     GOOD             NGS
 BZ0822  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0822  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0822
 BZ0822                          STATION DESCRIPTION
 BZ0822
 BZ0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BZ0822'IN BELTON.
 BZ0822'AT BELTON, BELL COUNTY, ON THE GULF, COLORADO AND SANTA FE RAILWAY, AT
 BZ0822'THE TIRON BRIDGE OVER LEON RIVER, ON THE NORTHWEST STONE ABUTMENT, AND
 BZ0822'2 INCHES FROM THE NORTH AND EAST EDGES OF THE TOP STONE.  NOTE-- THIS
 BZ0822'MARK IS 12 FEET BELOW THE STEEL PART OF THE BRIDGE.
 BZ0822
 BZ0822                          STATION RECOVERY (1983)
 BZ0822
 BZ0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0822'MARK NOT FOUND.
 BZ0822
 BZ0822                          STATION RECOVERY (2003)
 BZ0822
 BZ0822'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0441 ***********************************************************************
 AB0441  DESIGNATION -  O 4 C CO
 AB0441  PID         -  AB0441
 AB0441  STATE/COUNTY-  TX/CAMERON
 AB0441  USGS QUAD   -  HARLINGEN (1983)
 AB0441
 AB0441                         *CURRENT SURVEY CONTROL
 AB0441  ___________________________________________________________________
 AB0441* NAD 83(1986)-  26 13 38.     (N)    097 43 14.     (W)     SCALED    
 AB0441* NAVD 88     -        10.849  (meters)      35.59   (feet)  ADJUSTED  
 AB0441  ___________________________________________________________________
 AB0441  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AB0441  DYNAMIC HT  -          10.831 (meters)      35.53  (feet)  COMP
 AB0441  MODELED GRAV-     979,035.6   (mgal)                       NAVD 88
 AB0441
 AB0441  VERT ORDER  -  FIRST     CLASS II
 AB0441
 AB0441.The horizontal coordinates were scaled from a topographic map and have
 AB0441.an estimated accuracy of +/- 6 seconds.
 AB0441
 AB0441.The orthometric height was determined by differential leveling
 AB0441.and adjusted by the National Geodetic Survey in June 1991..
 AB0441.WARNING-Repeat measurements at this control monument indicate possible
 AB0441.vertical movement.
 AB0441
 AB0441.The geoid height was determined by GEOID03.
 AB0441
 AB0441.The dynamic height is computed by dividing the NAVD 88
 AB0441.geopotential number by the normal gravity value computed on the
 AB0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0441.degrees latitude (g = 980.6199 gals.).
 AB0441
 AB0441.The modeled gravity was interpolated from observed gravity values.
 AB0441
 AB0441;                    North         East    Units  Estimated Accuracy
 AB0441;SPC TX S     - 5,062,350.      377,880.      MT  (+/- 180 meters Scaled)
 AB0441
 AB0441                          SUPERSEDED SURVEY CONTROL
 AB0441
 AB0441  NGVD 29 (??/??/92)   10.954  (m)           35.94   (f) ADJ UNCH    1 2
 AB0441
 AB0441.Superseded values are not recommended for survey control.
 AB0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0441.See file dsdata.txt to determine how the superseded data were derived.
 AB0441
 AB0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ278014(NAD 83)
 AB0441_MARKER: DD = SURVEY DISK
 AB0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0441_SP_SET: CULVERT
 AB0441_STAMPING: O 4 37.52
 AB0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0441
 AB0441  HISTORY     - Date     Condition        Report By
 AB0441  HISTORY     - UNK      MONUMENTED
 AB0441  HISTORY     - 1951     GOOD             NGS
 AB0441  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0441  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0441
 AB0441                          STATION DESCRIPTION
 AB0441
 AB0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0441'1.7 MI SE FROM COMBES.
 AB0441'1.7 MILES SOUTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0441'RAILROAD FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 AB0441'107 AT COMBES, 3 POLES NORTHWEST OF THE CROSSING OF PRIMERA ROAD, 41
 AB0441'FEET NORTHEAST OF THE NORTHEAST RAIL, 30 FEET SOUTHWEST OF THE CENTER
 AB0441'LINE OF U.S. HIGHWAY 77, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST
 AB0441'HEADWALL OF A 16 INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY. U.S.
 AB0441'HIGHWAY 77 WAS REBUILT IN 1950.  NOTE-- NOW THE SOUTHERN PACIFIC
 AB0441'LINES.
 AB0441
 AB0441                          STATION RECOVERY (1981)
 AB0441
 AB0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0441'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 AB0441
 AB0441                          STATION RECOVERY (1988)
 AB0441
 AB0441'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0890 ***********************************************************************
 AN0890  DESIGNATION -  O 40
 AN0890  PID         -  AN0890
 AN0890  STATE/COUNTY-  TX/VICTORIA
 AN0890  USGS QUAD   -  MC FADDIN (1987)
 AN0890
 AN0890                         *CURRENT SURVEY CONTROL
 AN0890  ___________________________________________________________________
 AN0890* NAD 83(1986)-  28 33 19.     (N)    097 00 42.     (W)     SCALED    
 AN0890* NAVD 88     -        23.069  (meters)      75.69   (feet)  ADJUSTED  
 AN0890  ___________________________________________________________________
 AN0890  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0890  DYNAMIC HT  -          23.035 (meters)      75.57  (feet)  COMP
 AN0890  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AN0890
 AN0890  VERT ORDER  -  FIRST     CLASS I
 AN0890
 AN0890.The horizontal coordinates were scaled from a topographic map and have
 AN0890.an estimated accuracy of +/- 6 seconds.
 AN0890
 AN0890.The orthometric height was determined by differential leveling
 AN0890.and adjusted by the National Geodetic Survey in June 1991..
 AN0890
 AN0890.The geoid height was determined by GEOID03.
 AN0890
 AN0890.The dynamic height is computed by dividing the NAVD 88
 AN0890.geopotential number by the normal gravity value computed on the
 AN0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0890.degrees latitude (g = 980.6199 gals.).
 AN0890
 AN0890.The modeled gravity was interpolated from observed gravity values.
 AN0890
 AN0890;                    North         East    Units  Estimated Accuracy
 AN0890;SPC TXSC     - 4,081,670.      794,550.      MT  (+/- 180 meters Scaled)
 AN0890
 AN0890                          SUPERSEDED SURVEY CONTROL
 AN0890
 AN0890  NGVD 29 (??/??/92)   23.207  (m)           76.14   (f) ADJ UNCH    1 1
 AN0890
 AN0890.Superseded values are not recommended for survey control.
 AN0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0890.See file dsdata.txt to determine how the superseded data were derived.
 AN0890
 AN0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS945603(NAD 83)
 AN0890_MARKER: DB = BENCH MARK DISK
 AN0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0890_STAMPING: O 40 1918 ELEV. 75.781 FT.
 AN0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0890+STABILITY: SURFACE MOTION
 AN0890
 AN0890  HISTORY     - Date     Condition        Report By
 AN0890  HISTORY     - 1918     MONUMENTED       CGS
 AN0890  HISTORY     - 1943     GOOD             NGS
 AN0890  HISTORY     - 1978     GOOD             NGS
 AN0890
 AN0890                          STATION DESCRIPTION
 AN0890
 AN0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0890'IN MCFADDIN.
 AN0890'BENCH MARK IS 0.1 MILE NORTHEAST OF THE ST. LOUIS, BROWNSVILLE AND
 AN0890'MEXICO RAILROAD STATION AT MCFADDIN AND ABOUT 33.0 FEET NORTHWEST OF
 AN0890'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF TRACK, AND AT THE NORTHEAST
 AN0890'END OF SPUR TRACK TO STATION.  IT IS 18.0 FEET SOUTHEAST OF THE RIGHT
 AN0890'OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH WHITE
 AN0890'WOODEN MARKER POST AND PROJECTS 1.0 FOOT.  A DISK SET IN CONCRETE
 AN0890'POST.
 AN0890
 AN0890                          STATION RECOVERY (1978)
 AN0890
 AN0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0890'0.2 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0890'POST OFFICE AT MCFADDIN, 35 FT NORTHWEST OF THE NORTHWEST RAIL,
 AN0890'AT THE NORTHEAST END OF A SPUR TRACK WHICH LEADS SOUTHWEST TO A RAZED
 AN0890'RAILROAD STATION .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0523 ***********************************************************************
 AN0523  DESIGNATION -  O 41
 AN0523  PID         -  AN0523
 AN0523  STATE/COUNTY-  TX/JACKSON
 AN0523  USGS QUAD   -  LOLITA (1995)
 AN0523
 AN0523                         *CURRENT SURVEY CONTROL
 AN0523  ___________________________________________________________________
 AN0523* NAD 83(1986)-  28 49 57.     (N)    096 34 44.     (W)     SCALED    
 AN0523* NAVD 88     -         3.240  (meters)      10.63   (feet)  ADJUSTED  
 AN0523  ___________________________________________________________________
 AN0523  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0523  DYNAMIC HT  -           3.235 (meters)      10.61  (feet)  COMP
 AN0523  MODELED GRAV-     979,208.2   (mgal)                       NAVD 88
 AN0523
 AN0523  VERT ORDER  -  FIRST     CLASS I
 AN0523
 AN0523.The horizontal coordinates were scaled from a topographic map and have
 AN0523.an estimated accuracy of +/- 6 seconds.
 AN0523
 AN0523.The orthometric height was determined by differential leveling
 AN0523.and adjusted by the National Geodetic Survey in June 1991..
 AN0523
 AN0523.The geoid height was determined by GEOID03.
 AN0523
 AN0523.The dynamic height is computed by dividing the NAVD 88
 AN0523.geopotential number by the normal gravity value computed on the
 AN0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0523.degrees latitude (g = 980.6199 gals.).
 AN0523
 AN0523.The modeled gravity was interpolated from observed gravity values.
 AN0523
 AN0523;                    North         East    Units  Estimated Accuracy
 AN0523;SPC TXSC     - 4,113,180.      836,250.      MT  (+/- 180 meters Scaled)
 AN0523
 AN0523                          SUPERSEDED SURVEY CONTROL
 AN0523
 AN0523  NGVD 29 (??/??/92)    3.356  (m)           11.01   (f) ADJ UNCH    1 1
 AN0523
 AN0523.Superseded values are not recommended for survey control.
 AN0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0523.See file dsdata.txt to determine how the superseded data were derived.
 AN0523
 AN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS362918(NAD 83)
 AN0523_MARKER: DB = BENCH MARK DISK
 AN0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0523_SP_SET: PIER
 AN0523_STAMPING: O 41 1918 ELEV 11.56 FT
 AN0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0523
 AN0523  HISTORY     - Date     Condition        Report By
 AN0523  HISTORY     - 1918     MONUMENTED       CGS
 AN0523  HISTORY     - 1972     GOOD             NGS
 AN0523  HISTORY     - 1973     GOOD             NGS
 AN0523  HISTORY     - 1978     GOOD             NGS
 AN0523
 AN0523                          STATION DESCRIPTION
 AN0523
 AN0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0523'2.6 MI NE FROM VANDERBILT.
 AN0523'ABOUT 2.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0523'STATION AT VANDERBILT, OR ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI
 AN0523'PACIFIC RAILROAD FROM THE CROSSING OF FARM-TO-MARKET ROAD 1593 AT
 AN0523'LOLITA, 0.3 MILE WEST OF MILEPOST 243, SET IN THE TOP AND 2.1 FEET
 AN0523'NORTH OF THE SOUTH CORNER OF THE SOUTHEAST END OF THE SOUTHWEST
 AN0523'CONCRETE PIER OF THE RAILROAD BRIDGE OVER THE LAVACA RIVER, 195 FEET
 AN0523'NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE, 7 FEET SOUTHEAST OF THE
 AN0523'SOUTHEAST RAIL OF THE TRACK, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 AN0523'TRACK.
 AN0523
 AN0523                          STATION RECOVERY (1973)
 AN0523
 AN0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0523'RECOVERED IN GOOD CONDITION.
 AN0523
 AN0523                          STATION RECOVERY (1978)
 AN0523
 AN0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0720 ***********************************************************************
 AH0720  DESIGNATION -  O 46
 AH0720  PID         -  AH0720
 AH0720  STATE/COUNTY-  TX/NUECES
 AH0720  USGS QUAD   -  ROBSTOWN (1975)
 AH0720
 AH0720                         *CURRENT SURVEY CONTROL
 AH0720  ___________________________________________________________________
 AH0720* NAD 83(1986)-  27 47 18.     (N)    097 39 49.     (W)     SCALED    
 AH0720* NAVD 88     -        23.539  (meters)      77.23   (feet)  ADJUSTED  
 AH0720  ___________________________________________________________________
 AH0720  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH0720  DYNAMIC HT  -          23.503 (meters)      77.11  (feet)  COMP
 AH0720  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 AH0720
 AH0720  VERT ORDER  -  FIRST     CLASS II
 AH0720
 AH0720.The horizontal coordinates were scaled from a topographic map and have
 AH0720.an estimated accuracy of +/- 6 seconds.
 AH0720
 AH0720.The orthometric height was determined by differential leveling
 AH0720.and adjusted by the National Geodetic Survey in June 1991..
 AH0720.WARNING-Repeat measurements at this control monument indicate possible
 AH0720.vertical movement.
 AH0720
 AH0720.The geoid height was determined by GEOID03.
 AH0720
 AH0720.The dynamic height is computed by dividing the NAVD 88
 AH0720.geopotential number by the normal gravity value computed on the
 AH0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0720.degrees latitude (g = 980.6199 gals.).
 AH0720
 AH0720.The modeled gravity was interpolated from observed gravity values.
 AH0720
 AH0720;                    North         East    Units  Estimated Accuracy
 AH0720;SPC TX S     - 5,235,340.      382,430.      MT  (+/- 180 meters Scaled)
 AH0720
 AH0720                          SUPERSEDED SURVEY CONTROL
 AH0720
 AH0720  NGVD 29 (??/??/92)   23.673  (m)           77.67   (f) ADJ UNCH    1 2
 AH0720
 AH0720.Superseded values are not recommended for survey control.
 AH0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0720.See file dsdata.txt to determine how the superseded data were derived.
 AH0720
 AH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR316744(NAD 83)
 AH0720_MARKER: DB = BENCH MARK DISK
 AH0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0720_SP_SET: BUILDING
 AH0720_STAMPING: ELEV 77.44 FT O 46 1917
 AH0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0720
 AH0720  HISTORY     - Date     Condition        Report By
 AH0720  HISTORY     - 1917     MONUMENTED       CGS
 AH0720  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0720  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0720
 AH0720                          STATION DESCRIPTION
 AH0720
 AH0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0720'IN ROBSTOWN.
 AH0720'AT ROBSTOWN, NUECES COUNTY, SET VERTICALLY IN THE SOUTH BRICK WALL OF
 AH0720'THE BUILDING OCCUPIED BY THE LACK AUTO STORES, MIDWAY BETWEEN THE 2
 AH0720'MAIN ENTRANCES, 4.2 FEET ABOVE THE SIDEWALK.  NOTE-- THE FRONT OF THE
 AH0720'BUILDING HAS BEEN REMODELED.
 AH0720
 AH0720                          STATION RECOVERY (2001)
 AH0720
 AH0720'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AH0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0489 ***********************************************************************
 AH0489  DESIGNATION -  O 47
 AH0489  PID         -  AH0489
 AH0489  STATE/COUNTY-  TX/KLEBERG
 AH0489  USGS QUAD   -  RIVIERA (1979)
 AH0489
 AH0489                         *CURRENT SURVEY CONTROL
 AH0489  ___________________________________________________________________
 AH0489* NAD 83(1986)-  27 17 55.     (N)    097 48 45.     (W)     SCALED    
 AH0489* NAVD 88     -        13.166  (meters)      43.20   (feet)  ADJUSTED  
 AH0489  ___________________________________________________________________
 AH0489  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH0489  DYNAMIC HT  -          13.146 (meters)      43.13  (feet)  COMP
 AH0489  MODELED GRAV-     979,093.6   (mgal)                       NAVD 88
 AH0489
 AH0489  VERT ORDER  -  FIRST     CLASS II
 AH0489
 AH0489.The horizontal coordinates were scaled from a topographic map and have
 AH0489.an estimated accuracy of +/- 6 seconds.
 AH0489
 AH0489.The orthometric height was determined by differential leveling
 AH0489.and adjusted by the National Geodetic Survey in June 1991..
 AH0489.WARNING-Repeat measurements at this control monument indicate possible
 AH0489.vertical movement.
 AH0489
 AH0489.The geoid height was determined by GEOID03.
 AH0489
 AH0489.The dynamic height is computed by dividing the NAVD 88
 AH0489.geopotential number by the normal gravity value computed on the
 AH0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0489.degrees latitude (g = 980.6199 gals.).
 AH0489
 AH0489.The modeled gravity was interpolated from observed gravity values.
 AH0489
 AH0489;                    North         East    Units  Estimated Accuracy
 AH0489;SPC TX S     - 5,180,990.      368,050.      MT  (+/- 180 meters Scaled)
 AH0489
 AH0489                          SUPERSEDED SURVEY CONTROL
 AH0489
 AH0489  NGVD 29 (??/??/92)   13.259  (m)           43.50   (f) ADJ UNCH    1 2
 AH0489
 AH0489.Superseded values are not recommended for survey control.
 AH0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0489.See file dsdata.txt to determine how the superseded data were derived.
 AH0489
 AH0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR175200(NAD 83)
 AH0489_MARKER: DB = BENCH MARK DISK
 AH0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0489_SP_SET: BUILDING
 AH0489_STAMPING: O 47 1917 ELEV 43.592 FT
 AH0489_MARK LOGO: CGS   
 AH0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0489+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0489
 AH0489  HISTORY     - Date     Condition        Report By
 AH0489  HISTORY     - 1917     MONUMENTED       CGS
 AH0489  HISTORY     - 1951     GOOD             NGS
 AH0489  HISTORY     - 1972     GOOD             NGS
 AH0489  HISTORY     - 1981     GOOD             NGS
 AH0489  HISTORY     - 1988     GOOD             USPSQD
 AH0489  HISTORY     - 20040204 GOOD             USPSQD
 AH0489
 AH0489                          STATION DESCRIPTION
 AH0489
 AH0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0489'IN RIVIERA.
 AH0489'AT RIVIERA, 0.15 MILE EAST OF THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0489'RAILROAD STATION, SET VERTICALLY IN THE SOUTH BRICK WALL OF THE OLD
 AH0489'BANK BUILDING WHICH IS NOW OCCUPIED BY THE W.T. NORTH GROCERY, 6.7
 AH0489'FEET SOUTHEAST OF THE CENTER OF THE DOOR, 4.3 FEET ABOVE THE SIDEWALK.
 AH0489'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0489
 AH0489                          STATION RECOVERY (1972)
 AH0489
 AH0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AH0489'RECOVERED IN GOOD CONDITION.
 AH0489
 AH0489                          STATION RECOVERY (1981)
 AH0489
 AH0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0489'RECOVERED THIS DATE.  NOTE-THE BUILDING IS LOCATED ONE HALF BLOCK
 AH0489'NORTH OF THE RIVIERA VOLUNTEER FIRE DEPARTMENT BUILDING, IN RIVIERA.
 AH0489
 AH0489                          STATION RECOVERY (1988)
 AH0489
 AH0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0489'RECOVERED IN GOOD CONDITION.
 AH0489
 AH0489                          STATION RECOVERY (2004)
 AH0489
 AH0489'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0490 ***********************************************************************
 AH0490  DESIGNATION -  O 47 RESET 1972
 AH0490  PID         -  AH0490
 AH0490  STATE/COUNTY-  TX/KLEBERG
 AH0490  USGS QUAD   -  RIVIERA (1979)
 AH0490
 AH0490                         *CURRENT SURVEY CONTROL
 AH0490  ___________________________________________________________________
 AH0490* NAD 83(1986)-  27 17 55.     (N)    097 48 45.     (W)     SCALED    
 AH0490* NAVD 88     -        11.89   (meters)      39.0    (feet)  RESET     
 AH0490  ___________________________________________________________________
 AH0490  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH0490
 AH0490  VERT ORDER  -  THIRD
 AH0490
 AH0490.The horizontal coordinates were scaled from a topographic map and have
 AH0490.an estimated accuracy of +/- 6 seconds.
 AH0490
 AH0490.The orthometric height was computed from unverified reset data.
 AH0490
 AH0490.The geoid height was determined by GEOID03.
 AH0490
 AH0490;                    North         East    Units  Estimated Accuracy
 AH0490;SPC TX S     - 5,180,990.      368,050.      MT  (+/- 180 meters Scaled)
 AH0490
 AH0490                          SUPERSEDED SURVEY CONTROL
 AH0490
 AH0490.No superseded survey control is available for this station.
 AH0490
 AH0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR175200(NAD 83)
 AH0490_MARKER: DB = BENCH MARK DISK
 AH0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0490_STAMPING: O 47 RESET 1972
 AH0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0490+STABILITY: SURFACE MOTION
 AH0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0490+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0490
 AH0490  HISTORY     - Date     Condition        Report By
 AH0490  HISTORY     - 1972     MONUMENTED       NGS
 AH0490  HISTORY     - 20040204 GOOD             USPSQD
 AH0490
 AH0490                          STATION DESCRIPTION
 AH0490
 AH0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AH0490'IN RIVIERA.
 AH0490'THE MARK IS SET IN A DRILL HOLE IN THE WALK-WAY AROUND THE FIREMANS
 AH0490'MEMORIAL MONUMENT AT THE FIRE-STATION, WHICH IS LOCATED IN THE CENTER
 AH0490'OF RIVIERA.  THE DISK IS A STANDARD BENCH MARK, SET FLUSH IN THE
 AH0490'WALK-WAY AROUND MONUMENT AND IS STAMPED O 47 RESET 1972.  IT IS AT THE
 AH0490'NORTHWEST CORNER OF THE 12 X 12 FT. WALKWAY AROUND THE FIREMANS
 AH0490'MEMORIAL, 50 FEET NORTH OF THE CENTER-LINE OF FARM ROAD 771, 43 FEET
 AH0490'EAST OF THE CENTER OF NORTH-SOUTH STREET, 29.6 FEET WEST OF THE
 AH0490'SOUTHWEST CORNER OF FIRE-STATION, AND 6 FEET NORTHEAST OF
 AH0490'FIRE-HYDRANT.
 AH0490
 AH0490                          STATION RECOVERY (2004)
 AH0490
 AH0490'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0439 ***********************************************************************
 AB0439  DESIGNATION -  O 5 C CO
 AB0439  PID         -  AB0439
 AB0439  STATE/COUNTY-  TX/CAMERON
 AB0439  USGS QUAD   -  HARLINGEN (1983)
 AB0439
 AB0439                         *CURRENT SURVEY CONTROL
 AB0439  ___________________________________________________________________
 AB0439* NAD 83(1986)-  26 14 54.     (N)    097 44 05.     (W)     SCALED    
 AB0439* NAVD 88     -        12.010  (meters)      39.40   (feet)  ADJUSTED  
 AB0439  ___________________________________________________________________
 AB0439  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AB0439  DYNAMIC HT  -          11.991 (meters)      39.34  (feet)  COMP
 AB0439  MODELED GRAV-     979,036.5   (mgal)                       NAVD 88
 AB0439
 AB0439  VERT ORDER  -  FIRST     CLASS II
 AB0439
 AB0439.The horizontal coordinates were scaled from a topographic map and have
 AB0439.an estimated accuracy of +/- 6 seconds.
 AB0439
 AB0439.The orthometric height was determined by differential leveling
 AB0439.and adjusted by the National Geodetic Survey in June 1991..
 AB0439.WARNING-Repeat measurements at this control monument indicate possible
 AB0439.vertical movement.
 AB0439
 AB0439.The geoid height was determined by GEOID03.
 AB0439
 AB0439.The dynamic height is computed by dividing the NAVD 88
 AB0439.geopotential number by the normal gravity value computed on the
 AB0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0439.degrees latitude (g = 980.6199 gals.).
 AB0439
 AB0439.The modeled gravity was interpolated from observed gravity values.
 AB0439
 AB0439;                    North         East    Units  Estimated Accuracy
 AB0439;SPC TX S     - 5,064,680.      376,450.      MT  (+/- 180 meters Scaled)
 AB0439
 AB0439                          SUPERSEDED SURVEY CONTROL
 AB0439
 AB0439.No superseded survey control is available for this station.
 AB0439
 AB0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ263038(NAD 83)
 AB0439_MARKER: DD = SURVEY DISK
 AB0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0439_SP_SET: CULVERT
 AB0439_STAMPING: O 5 37.36
 AB0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0439+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 AB0439
 AB0439  HISTORY     - Date     Condition        Report By
 AB0439  HISTORY     - UNK      MONUMENTED
 AB0439  HISTORY     - 1951     GOOD             NGS
 AB0439  HISTORY     - 1981     GOOD             NGS
 AB0439  HISTORY     - 1988     GOOD             USPSQD
 AB0439  HISTORY     - 20040128 GOOD             GEOCAC
 AB0439
 AB0439                          STATION DESCRIPTION
 AB0439
 AB0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0439'IN COMBES.
 AB0439'AT COMBES, AT THE INTERSECTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 AB0439'107, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE ST. LOUIS,
 AB0439'BROWNSVILLE AND MEXICO RAILROAD, 39 FEET SOUTHWEST OF THE CENTER LINE
 AB0439'OF U.S. HIGHWAY 77, 50 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 AB0439'107, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST HEADWALL OF A 12
 AB0439'INCH CONCRETE PIPE CULVERT UNDER STATE HIGHWAY 107.
 AB0439
 AB0439                          STATION RECOVERY (1981)
 AB0439
 AB0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0439'IN COMBES, AT THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 107,
 AB0439'17.3 METERS (57.0 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 AB0439'107, 13.7 METERS (45.0 FT) SOUTHWEST OF U.S. HIGHWAY 77, 11.8 METERS
 AB0439'(39.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF MISSOURI PACIFIC
 AB0439'RAILROAD, 1.3 METERS (4.5 FT) SOUTHWEST OF A POWER POLE WITH
 AB0439'TRANSFORMER.
 AB0439'THE MARK IS 0.6 M BELOW HIGHWAY.
 AB0439
 AB0439                          STATION RECOVERY (1988)
 AB0439
 AB0439'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0439'RECOVERED IN GOOD CONDITION.
 AB0439
 AB0439                          STATION RECOVERY (2004)
 AB0439
 AB0439'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0439'NOW SOUTHERN PACIFIC RAILROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2337 ***********************************************************************
 AW2337  DESIGNATION -  O 54 RESET 1957
 AW2337  PID         -  AW2337
 AW2337  STATE/COUNTY-  TX/HARRIS
 AW2337  USGS QUAD   -  SETTEGAST (1995)
 AW2337
 AW2337                         *CURRENT SURVEY CONTROL
 AW2337  ___________________________________________________________________
 AW2337* NAD 83(1986)-  29 45 38.     (N)    095 21 48.     (W)     SCALED    
 AW2337* NAVD 88     -        15.37   (+/-2cm)      50.4    (feet)  VERTCON   
 AW2337  ___________________________________________________________________
 AW2337  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2337
 AW2337  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW2337
 AW2337.The horizontal coordinates were scaled from a topographic map and have
 AW2337.an estimated accuracy of +/- 6 seconds.
 AW2337
 AW2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2337.The vertical order pertains to the NGVD 29 superseded value.
 AW2337
 AW2337.The geoid height was determined by GEOID03.
 AW2337
 AW2337;                    North         East    Units  Estimated Accuracy
 AW2337;SPC TXSC     - 4,219,060.      951,630.      MT  (+/- 180 meters Scaled)
 AW2337
 AW2337                          SUPERSEDED SURVEY CONTROL
 AW2337
 AW2337  NGVD 29 (??/??/??)   15.365  (m)           50.41   (f) ADJUSTED    1 1
 AW2337
 AW2337.Superseded values are not recommended for survey control.
 AW2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2337.See file dsdata.txt to determine how the superseded data were derived.
 AW2337
 AW2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN714945(NAD 83)
 AW2337_MARKER: DB = BENCH MARK DISK
 AW2337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2337_SP_SET: BUILDING
 AW2337_STAMPING: O 54 RESET 1957
 AW2337_MARK LOGO: CGS   
 AW2337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2337
 AW2337  HISTORY     - Date     Condition        Report By
 AW2337  HISTORY     - 1957     MONUMENTED       CGS
 AW2337  HISTORY     - 1973     GOOD             NGS
 AW2337  HISTORY     - 1978     GOOD             NGS
 AW2337  HISTORY     - 1983     GOOD             NGS
 AW2337  HISTORY     - 1984     GOOD             USPSQD
 AW2337  HISTORY     - 1987     GOOD             USPSQD
 AW2337  HISTORY     - 1987     GOOD             USPSQD
 AW2337  HISTORY     - 19870601 GOOD             USPSQD
 AW2337  HISTORY     - 1988     GOOD             USPSQD
 AW2337  HISTORY     - 1989     GOOD             USPSQD
 AW2337  HISTORY     - 1989     GOOD             USPSQD
 AW2337  HISTORY     - 1991     GOOD             USPSQD
 AW2337  HISTORY     - 19960921 GOOD             USPSQD
 AW2337
 AW2337                          STATION DESCRIPTION
 AW2337
 AW2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2337'IN HOUSTON.
 AW2337'AT HOUSTON, AT THE EAST CORNER OF THE INTERSECTION OF TRAVIS AND TEXAS
 AW2337'STREETS, SET VERTICALLY IN THE SOUTHWEST FACE OF THE RICE HOTEL, 2.1
 AW2337'FEET SOUTHEAST OF THE WEST CORNER OF THE HOTEL, AND ABOUT 4.4 FEET
 AW2337'ABOVE THE SIDEWALK.
 AW2337
 AW2337                          STATION RECOVERY (1978)
 AW2337
 AW2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2337'RECOVERED IN GOOD CONDITION.
 AW2337
 AW2337                          STATION RECOVERY (1983)
 AW2337
 AW2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2337'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2337'IN HOUSTON, AT THE EAST CORNER OF THE INTERSECTION OF TRAVIS AND TEXAS
 AW2337'STREETS, AND SET VERTICALLY IN THE SOUTHWEST FACE OF THE RICE HOTEL
 AW2337'BUILDING, AND 0.6 METER (2.0 FT) SOUTHWEST OF THE WEST CORNER OF THE
 AW2337'HOTEL BUILDING.
 AW2337'THE MARK IS 1.3 M ABOVE SIDEWALK.
 AW2337
 AW2337                          STATION RECOVERY (1984)
 AW2337
 AW2337'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW2337'RECOVERED IN GOOD CONDITION.
 AW2337
 AW2337                          STATION RECOVERY (1987)
 AW2337
 AW2337'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2337'RECOVERED IN GOOD CONDITION.
 AW2337
 AW2337                          STATION RECOVERY (1987)
 AW2337
 AW2337'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW2337'RECOVERED IN GOOD CONDITION.
 AW2337
 AW2337                          STATION RECOVERY (1987)
 AW2337
 AW2337'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW2337'RECOVERED IN GOOD CONDITION.
 AW2337
 AW2337                          STATION RECOVERY (1988)
 AW2337
 AW2337'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW2337'RECOVERED IN GOOD CONDITION.
 AW2337
 AW2337                          STATION RECOVERY (1989)
 AW2337
 AW2337'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2337'RECOVERED IN GOOD CONDITION.
 AW2337
 AW2337                          STATION RECOVERY (1989)
 AW2337
 AW2337'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW2337'RECOVERED IN GOOD CONDITION.
 AW2337
 AW2337                          STATION RECOVERY (1991)
 AW2337
 AW2337'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW2337'RECOVERED IN GOOD CONDITION.
 AW2337
 AW2337                          STATION RECOVERY (1996)
 AW2337
 AW2337'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0170 ***********************************************************************
 BL0170  DESIGNATION -  O 56
 BL0170  PID         -  BL0170
 BL0170  STATE/COUNTY-  TX/LIBERTY
 BL0170  USGS QUAD   -  NOME (1984)
 BL0170
 BL0170                         *CURRENT SURVEY CONTROL
 BL0170  ___________________________________________________________________
 BL0170* NAD 83(1986)-  30 01 47.     (N)    094 28 11.     (W)     SCALED    
 BL0170* NAVD 88     -        14.448  (meters)      47.40   (feet)  ADJUSTED  
 BL0170  ___________________________________________________________________
 BL0170  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0170  DYNAMIC HT  -          14.429 (meters)      47.34  (feet)  COMP
 BL0170  MODELED GRAV-     979,303.4   (mgal)                       NAVD 88
 BL0170
 BL0170  VERT ORDER  -  FIRST     CLASS I
 BL0170
 BL0170.The horizontal coordinates were scaled from a topographic map and have
 BL0170.an estimated accuracy of +/- 6 seconds.
 BL0170
 BL0170.The orthometric height was determined by differential leveling
 BL0170.and adjusted by the National Geodetic Survey in June 1991..
 BL0170
 BL0170.The geoid height was determined by GEOID03.
 BL0170
 BL0170.The dynamic height is computed by dividing the NAVD 88
 BL0170.geopotential number by the normal gravity value computed on the
 BL0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0170.degrees latitude (g = 980.6199 gals.).
 BL0170
 BL0170.The modeled gravity was interpolated from observed gravity values.
 BL0170
 BL0170;                    North         East    Units  Estimated Accuracy
 BL0170;SPC TX C     - 3,055,150.    1,265,340.      MT  (+/- 180 meters Scaled)
 BL0170
 BL0170                          SUPERSEDED SURVEY CONTROL
 BL0170
 BL0170  NGVD 29 (??/??/92)   14.456  (m)           47.43   (f) ADJ UNCH    1 1
 BL0170
 BL0170.Superseded values are not recommended for survey control.
 BL0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0170.See file dsdata.txt to determine how the superseded data were derived.
 BL0170
 BL0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP582229(NAD 83)
 BL0170_MARKER: DB = BENCH MARK DISK
 BL0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0170_SP_SET: SIGNAL BASE
 BL0170_STAMPING: ELEV. 48. 113 FT. O 56 1918
 BL0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0170
 BL0170  HISTORY     - Date     Condition        Report By
 BL0170  HISTORY     - 1918     MONUMENTED       CGS
 BL0170  HISTORY     - 1972     GOOD             NGS
 BL0170  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0170  HISTORY     - 19880526 MARK NOT FOUND   USPSQD
 BL0170  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 BL0170
 BL0170                          STATION DESCRIPTION
 BL0170
 BL0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0170'2.8 MI W FROM NOME.
 BL0170'ABOUT 2.8 MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE THENCE
 BL0170'ABOUT 0.1 MILE EAST OF MILE POST NO.301, ON THE RIGHT-OF-WAY OF THE
 BL0170'SOUTHERN PACIFIC RAILROAD TRACK, SET IN THE TOP OF THE EAST END OF AN
 BL0170'ABANDONED SIGNAL BASE, 99.5 FEET NORTH OF THE CENTER LINE OF THE
 BL0170'HIGHWAY, 7.7 FEET SOUTH OF THE SOUTH RAIL, 37.5 FEET SOUTHWEST OF THE
 BL0170'FOURTH TELEGRAPH POLE EAST OF THE MILE POST POLE NO.E 23 F AND ABOUT 1
 BL0170'FOOT BELOW THE LEVEL OF THE TRACK.
 BL0170
 BL0170                          STATION RECOVERY (1988)
 BL0170
 BL0170'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0170'MARK NOT FOUND.
 BL0170
 BL0170                          STATION RECOVERY (1988)
 BL0170
 BL0170'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0170'MARK NOT FOUND.
 BL0170
 BL0170                          STATION RECOVERY (1993)
 BL0170
 BL0170'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0433 ***********************************************************************
 AB0433  DESIGNATION -  O 6 C CO
 AB0433  PID         -  AB0433
 AB0433  STATE/COUNTY-  TX/CAMERON
 AB0433  USGS QUAD   -  WILLAMAR SW (1983)
 AB0433
 AB0433                         *CURRENT SURVEY CONTROL
 AB0433  ___________________________________________________________________
 AB0433* NAD 83(1986)-  26 15 57.     (N)    097 44 44.     (W)     SCALED    
 AB0433* NAVD 88     -        12.262  (meters)      40.23   (feet)  ADJUSTED  
 AB0433  ___________________________________________________________________
 AB0433  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AB0433  DYNAMIC HT  -          12.242 (meters)      40.16  (feet)  COMP
 AB0433  MODELED GRAV-     979,037.2   (mgal)                       NAVD 88
 AB0433
 AB0433  VERT ORDER  -  FIRST     CLASS II
 AB0433
 AB0433.The horizontal coordinates were scaled from a topographic map and have
 AB0433.an estimated accuracy of +/- 6 seconds.
 AB0433
 AB0433.The orthometric height was determined by differential leveling
 AB0433.and adjusted by the National Geodetic Survey in June 1991..
 AB0433
 AB0433.The geoid height was determined by GEOID03.
 AB0433
 AB0433.The dynamic height is computed by dividing the NAVD 88
 AB0433.geopotential number by the normal gravity value computed on the
 AB0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0433.degrees latitude (g = 980.6199 gals.).
 AB0433
 AB0433.The modeled gravity was interpolated from observed gravity values.
 AB0433
 AB0433;                    North         East    Units  Estimated Accuracy
 AB0433;SPC TX S     - 5,066,610.      375,360.      MT  (+/- 180 meters Scaled)
 AB0433
 AB0433                          SUPERSEDED SURVEY CONTROL
 AB0433
 AB0433  NGVD 29 (??/??/92)   12.347  (m)           40.51   (f) ADJ UNCH    1 2
 AB0433
 AB0433.Superseded values are not recommended for survey control.
 AB0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0433.See file dsdata.txt to determine how the superseded data were derived.
 AB0433
 AB0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ252057(NAD 83)
 AB0433_MARKER: DD = SURVEY DISK
 AB0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0433_SP_SET: CULVERT
 AB0433_STAMPING: O 6 40.18
 AB0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0433
 AB0433  HISTORY     - Date     Condition        Report By
 AB0433  HISTORY     - UNK      MONUMENTED
 AB0433  HISTORY     - 1951     GOOD             NGS
 AB0433  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0433
 AB0433                          STATION DESCRIPTION
 AB0433
 AB0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0433'1.2 MI NW FROM COMBES.
 AB0433'1.2 MILES NORTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0433'RAILROAD FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 AB0433'107 AT COMBES, 79 FEET NORTHEAST OF THE NORTHEAST RAIL, 62 FEET
 AB0433'NORTHEAST OF THE NORTHEAST END OF THE MOST SOUTHEASTERLY ONE OF TWO 36
 AB0433'INCH IRON PIPE CULVERTS UNDER THE RAILROAD, 20 FEET SOUTHWEST OF THE
 AB0433'CENTER LINE OF U.S. HIGHWAY 77, SET IN THE TOP OF THE CENTER OF THE
 AB0433'SOUTHWEST HEADWALL OF A 2 X 4 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0433'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0433
 AB0433                          STATION RECOVERY (1981)
 AB0433
 AB0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0433'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1211 ***********************************************************************
 AE1211  DESIGNATION -  O 61
 AE1211  PID         -  AE1211
 AE1211  STATE/COUNTY-  TX/STARR
 AE1211  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1211
 AE1211                         *CURRENT SURVEY CONTROL
 AE1211  ___________________________________________________________________
 AE1211* NAD 83(1986)-  26 27 21.     (N)    099 01 42.     (W)     SCALED    
 AE1211* NAVD 88     -       119.584  (meters)     392.34   (feet)  ADJUSTED  
 AE1211  ___________________________________________________________________
 AE1211  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1211  DYNAMIC HT  -         119.387 (meters)     391.69  (feet)  COMP
 AE1211  MODELED GRAV-     978,999.8   (mgal)                       NAVD 88
 AE1211
 AE1211  VERT ORDER  -  FIRST     CLASS II
 AE1211
 AE1211.The horizontal coordinates were scaled from a topographic map and have
 AE1211.an estimated accuracy of +/- 6 seconds.
 AE1211
 AE1211.The orthometric height was determined by differential leveling
 AE1211.and adjusted by the National Geodetic Survey in June 1991..
 AE1211.WARNING-Repeat measurements at this control monument indicate possible
 AE1211.vertical movement.
 AE1211
 AE1211.The geoid height was determined by GEOID03.
 AE1211
 AE1211.The dynamic height is computed by dividing the NAVD 88
 AE1211.geopotential number by the normal gravity value computed on the
 AE1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1211.degrees latitude (g = 980.6199 gals.).
 AE1211
 AE1211.The modeled gravity was interpolated from observed gravity values.
 AE1211
 AE1211;                    North         East    Units  Estimated Accuracy
 AE1211;SPC TX S     - 5,087,540.      247,310.      MT  (+/- 180 meters Scaled)
 AE1211
 AE1211                          SUPERSEDED SURVEY CONTROL
 AE1211
 AE1211  NGVD 29 (??/??/92)  119.619  (m)          392.45   (f) ADJ UNCH    1 2
 AE1211
 AE1211.Superseded values are not recommended for survey control.
 AE1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1211.See file dsdata.txt to determine how the superseded data were derived.
 AE1211
 AE1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ971261(NAD 83)
 AE1211_MARKER: DB = BENCH MARK DISK
 AE1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1211_STAMPING: 0 61 1918 ELEV 392.598 FT
 AE1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1211+STABILITY: SURFACE MOTION
 AE1211
 AE1211  HISTORY     - Date     Condition        Report By
 AE1211  HISTORY     - 1918     MONUMENTED       CGS
 AE1211  HISTORY     - 1956     GOOD             NGS
 AE1211  HISTORY     - 1965     POOR             USGS
 AE1211  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1211
 AE1211                          STATION DESCRIPTION
 AE1211
 AE1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1211'3.4 MI N FROM ROMA.
 AE1211'3.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE1211'ROMA, 0.1 MILE SOUTH OF THE SOUTH END OF A CURVE IN THE HIGHWAY, 102
 AE1211'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTHEAST OF
 AE1211'TELEPHONE POLE 635, 53 FEET EAST OF A FENCE, 1 FOOT NORTH OF A WITNESS
 AE1211'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AE1211'GROUND.
 AE1211
 AE1211                          STATION RECOVERY (1965)
 AE1211
 AE1211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1211'MARK RECOVERED IN POOR CONDITION.
 AE1211
 AE1211                          STATION RECOVERY (1981)
 AE1211
 AE1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1211'INACCESSIBLE THIS DATE.  LOCKED GATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0828 ***********************************************************************
 AJ0828  DESIGNATION -  O 62
 AJ0828  PID         -  AJ0828
 AJ0828  STATE/COUNTY-  TX/WEBB
 AJ0828  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0828
 AJ0828                         *CURRENT SURVEY CONTROL
 AJ0828  ___________________________________________________________________
 AJ0828* NAD 83(1986)-  27 14 05.     (N)    099 25 06.     (W)     SCALED    
 AJ0828* NAVD 88     -       116.781  (meters)     383.14   (feet)  POSTED    
 AJ0828  ___________________________________________________________________
 AJ0828  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AJ0828  DYNAMIC HT  -         116.590 (meters)     382.51  (feet)  COMP
 AJ0828  MODELED GRAV-     979,043.9   (mgal)                       NAVD 88
 AJ0828
 AJ0828  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0828
 AJ0828.The horizontal coordinates were scaled from a topographic map and have
 AJ0828.an estimated accuracy of +/- 6 seconds.
 AJ0828
 AJ0828.The orthometric height was determined by differential leveling
 AJ0828.and adjusted by the National Geodetic Survey in 1992..
 AJ0828.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0828.rate of 0.0 thru 1.0 mm/km.
 AJ0828
 AJ0828.The geoid height was determined by GEOID03.
 AJ0828
 AJ0828.The dynamic height is computed by dividing the NAVD 88
 AJ0828.geopotential number by the normal gravity value computed on the
 AJ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0828.degrees latitude (g = 980.6199 gals.).
 AJ0828
 AJ0828.The modeled gravity was interpolated from observed gravity values.
 AJ0828
 AJ0828;                    North         East    Units  Estimated Accuracy
 AJ0828;SPC TX S     - 5,174,060.      209,050.      MT  (+/- 180 meters Scaled)
 AJ0828
 AJ0828                          SUPERSEDED SURVEY CONTROL
 AJ0828
 AJ0828.No superseded survey control is available for this station.
 AJ0828
 AJ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR585125(NAD 83)
 AJ0828_MARKER: DB = BENCH MARK DISK
 AJ0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0828_STAMPING: O 62 1919 ELEV. 383.13 FT.
 AJ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0828+STABILITY: SURFACE MOTION
 AJ0828
 AJ0828  HISTORY     - Date     Condition        Report By
 AJ0828  HISTORY     - 1919     MONUMENTED       CGS
 AJ0828  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0828
 AJ0828                          STATION DESCRIPTION
 AJ0828
 AJ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 AJ0828'20 MI E FROM LAREDO.
 AJ0828'ABOUT 20 MILES EAST OF LAREDO, WEBB COUNTY, AT THE LA LAJAS RANCH, IN
 AJ0828'THE NORTHWEST CORNER OF THE YARD AND 3 INCHES BELOW THE SURFACE OF THE
 AJ0828'GROUND.  A CONCRETE POST WITH DISK IN TOP.  STAMPED O 62 1919 ELEV.
 AJ0828'383. 13 FT.
 AJ0828
 AJ0828                          STATION RECOVERY (1957)
 AJ0828
 AJ0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AJ0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0057 ***********************************************************************
 AP0057  DESIGNATION -  O 64
 AP0057  PID         -  AP0057
 AP0057  STATE/COUNTY-  TX/MAVERICK
 AP0057  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0057
 AP0057                         *CURRENT SURVEY CONTROL
 AP0057  ___________________________________________________________________
 AP0057* NAD 83(1986)-  28 41 01.     (N)    100 20 50.     (W)     SCALED    
 AP0057* NAVD 88     -       256.091  (meters)     840.19   (feet)  ADJUSTED  
 AP0057  ___________________________________________________________________
 AP0057  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AP0057  DYNAMIC HT  -         255.708 (meters)     838.94  (feet)  COMP
 AP0057  MODELED GRAV-     979,143.2   (mgal)                       NAVD 88
 AP0057
 AP0057  VERT ORDER  -  FIRST     CLASS II
 AP0057
 AP0057.The horizontal coordinates were scaled from a topographic map and have
 AP0057.an estimated accuracy of +/- 6 seconds.
 AP0057
 AP0057.The orthometric height was determined by differential leveling
 AP0057.and adjusted by the National Geodetic Survey in June 1991..
 AP0057
 AP0057.The geoid height was determined by GEOID03.
 AP0057
 AP0057.The dynamic height is computed by dividing the NAVD 88
 AP0057.geopotential number by the normal gravity value computed on the
 AP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0057.degrees latitude (g = 980.6199 gals.).
 AP0057
 AP0057.The modeled gravity was interpolated from observed gravity values.
 AP0057
 AP0057;                    North         East    Units  Estimated Accuracy
 AP0057;SPC TXSC     - 4,094,990.      468,340.      MT  (+/- 180 meters Scaled)
 AP0057
 AP0057                          SUPERSEDED SURVEY CONTROL
 AP0057
 AP0057  NGVD 29 (??/??/92)  255.969  (m)          839.79   (f) ADJ UNCH    1 2
 AP0057
 AP0057.Superseded values are not recommended for survey control.
 AP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0057.See file dsdata.txt to determine how the superseded data were derived.
 AP0057
 AP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS683736(NAD 83)
 AP0057_MARKER: DB = BENCH MARK DISK
 AP0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0057_STAMPING: O 64 1919 ELEV 839.841 FT
 AP0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0057+STABILITY: SURFACE MOTION
 AP0057
 AP0057  HISTORY     - Date     Condition        Report By
 AP0057  HISTORY     - 1919     MONUMENTED       CGS
 AP0057  HISTORY     - 1957     GOOD             NGS
 AP0057  HISTORY     - 1961     GOOD             NGS
 AP0057  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0057
 AP0057                          STATION DESCRIPTION
 AP0057
 AP0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0057'9.3 MI E FROM EAGLE PASS.
 AP0057'9.3 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0057'RAILROAD STATION AT EAGLE PASS, 0.15 MILE EAST OF A JUNCTION WITH AN
 AP0057'OILED ROAD LEADING NORTH TO THE BARNARD RANCH AIR FIELD, 251 FEET
 AP0057'NORTH OF THE CENTER LINE OF THE HIGHWAY, 199 FEET NORTH OF A FENCE, 1
 AP0057'FOOT EAST OF A WITNESS POST, 257 YARDS EAST OF BENCH MARK K 1087, SET
 AP0057'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AP0057'GROUND.
 AP0057
 AP0057                          STATION RECOVERY (1961)
 AP0057
 AP0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AP0057'RECOVERED IN GOOD CONDITION.
 AP0057
 AP0057                          STATION RECOVERY (1982)
 AP0057
 AP0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0057'NOT RECOVERED, INACCESSIBLE, ASKED FOR PERMISSION, BUT NOT GRANTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0038 ***********************************************************************
 BY0038  DESIGNATION -  O 68 RESET
 BY0038  PID         -  BY0038
 BY0038  STATE/COUNTY-  TX/NACOGDOCHES
 BY0038  USGS QUAD   -  GARRISON EAST (1984)
 BY0038
 BY0038                         *CURRENT SURVEY CONTROL
 BY0038  ___________________________________________________________________
 BY0038* NAD 83(1986)-  31 49 28.     (N)    094 29 30.     (W)     SCALED    
 BY0038* NAVD 88     -       120.014  (meters)     393.75   (feet)  ADJUSTED  
 BY0038  ___________________________________________________________________
 BY0038  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY0038  DYNAMIC HT  -         119.868 (meters)     393.27  (feet)  COMP
 BY0038  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 BY0038
 BY0038  VERT ORDER  -  FIRST     CLASS II
 BY0038
 BY0038.The horizontal coordinates were scaled from a topographic map and have
 BY0038.an estimated accuracy of +/- 6 seconds.
 BY0038
 BY0038.The orthometric height was determined by differential leveling
 BY0038.and adjusted by the National Geodetic Survey in June 1991..
 BY0038
 BY0038.The geoid height was determined by GEOID03.
 BY0038
 BY0038.The dynamic height is computed by dividing the NAVD 88
 BY0038.geopotential number by the normal gravity value computed on the
 BY0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0038.degrees latitude (g = 980.6199 gals.).
 BY0038
 BY0038.The modeled gravity was interpolated from observed gravity values.
 BY0038
 BY0038;                    North         East    Units  Estimated Accuracy
 BY0038;SPC TX C     - 3,253,730.    1,252,780.      MT  (+/- 180 meters Scaled)
 BY0038
 BY0038                          SUPERSEDED SURVEY CONTROL
 BY0038
 BY0038  NGVD 29 (??/??/92)  120.027  (m)          393.79   (f) ADJ UNCH    1 2
 BY0038
 BY0038.Superseded values are not recommended for survey control.
 BY0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0038.See file dsdata.txt to determine how the superseded data were derived.
 BY0038
 BY0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR588219(NAD 83)
 BY0038_MARKER: DB = BENCH MARK DISK
 BY0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0038_SP_SET: BUILDING
 BY0038_STAMPING: O 68 1920 394.012 ELEV
 BY0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0038
 BY0038  HISTORY     - Date     Condition        Report By
 BY0038  HISTORY     - UNK      MONUMENTED       CGS
 BY0038  HISTORY     - 1949     GOOD             NGS
 BY0038  HISTORY     - 1979     GOOD             NGS
 BY0038  HISTORY     - 19980919 GOOD             USPSQD
 BY0038
 BY0038                          STATION DESCRIPTION
 BY0038
 BY0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0038'IN GARRISON.
 BY0038'AT GARRISON, ACROSS PAVED PARKING AREA FROM THE TEXAS AND NEW ORLEANS
 BY0038'RAILROAD STATION, AT THE NORTHWEST CORNER OF JUNCTION OF U. S. HIGHWAY
 BY0038'59 AND FARM ROAD 95, SET VERTICALLY IN THE EAST FACE OF A BRICK
 BY0038'BUILDING OWNED AND OCCUPIED BY C. F. LEE HARDWARE AND FURNITURE, 1.4
 BY0038'FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND 3.7 FEET ABOVE
 BY0038'THE SIDEWALK.  NOTE-- IT WAS REPORTED THAT THE MARK HAD BEEN RESET
 BY0038'WHEN THE BUILDING WAS REBUILT.  THE HORIZONTAL GROOVE IS NOW VERTICAL.
 BY0038'A NEW HORIZONTAL GROOVE WAS MADE.  NOTE-- PROBABLY MOVED.
 BY0038
 BY0038                          STATION RECOVERY (1979)
 BY0038
 BY0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0038'OMIT-OWNED AND OCCUPIED BY C.F. LEE HARDWARE AND FURNITURE.  ADD-OWNED
 BY0038'BY MRS. F.M. WHITESIDE AND OCCUPIED BY GLENN ADAMS INSURANCE AND
 BY0038'REALTY AGENCY.
 BY0038
 BY0038                          STATION RECOVERY (1998)
 BY0038
 BY0038'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0432 ***********************************************************************
 AB0432  DESIGNATION -  O 7 C CO RESET 1963
 AB0432  PID         -  AB0432
 AB0432  STATE/COUNTY-  TX/CAMERON
 AB0432  USGS QUAD   -  WILLAMAR SW (1983)
 AB0432
 AB0432                         *CURRENT SURVEY CONTROL
 AB0432  ___________________________________________________________________
 AB0432* NAD 83(1986)-  26 16 15.     (N)    097 44 57.     (W)     SCALED    
 AB0432* NAVD 88     -        11.91   (+/-2cm)      39.1    (feet)  VERTCON   
 AB0432  ___________________________________________________________________
 AB0432  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AB0432
 AB0432  VERT ORDER  -  THIRD (See Below)
 AB0432
 AB0432.The horizontal coordinates were scaled from a topographic map and have
 AB0432.an estimated accuracy of +/- 6 seconds.
 AB0432
 AB0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0432.The vertical order pertains to the NGVD 29 superseded value.
 AB0432
 AB0432.The geoid height was determined by GEOID03.
 AB0432
 AB0432;                    North         East    Units  Estimated Accuracy
 AB0432;SPC TX S     - 5,067,160.      375,000.      MT  (+/- 180 meters Scaled)
 AB0432
 AB0432                          SUPERSEDED SURVEY CONTROL
 AB0432
 AB0432  NGVD 29 (01/29/03)   12.00   (m)           39.4    (f) RESET       3  
 AB0432
 AB0432.Superseded values are not recommended for survey control.
 AB0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0432.See file dsdata.txt to determine how the superseded data were derived.
 AB0432
 AB0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ248062(NAD 83)
 AB0432_MARKER: DD = SURVEY DISK
 AB0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0432_SP_SET: CULVERT
 AB0432_STAMPING: O 7 40.08
 AB0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0432
 AB0432  HISTORY     - Date     Condition        Report By
 AB0432  HISTORY     - 1963     MONUMENTED
 AB0432  HISTORY     - 1963     GOOD             NGS
 AB0432  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0432
 AB0432                          STATION DESCRIPTION
 AB0432
 AB0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0432'1.6 MI NW FROM COMBES.
 AB0432'1.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AB0432'INTERSECTION OF U. S. HIGHWAY 77 AND STATE HIGHWAY 107 AT COMBES, 4
 AB0432'POLES NORTHWEST OF MILEPOST 31, 66 FEET NORTHEAST OF THE NORTHEAST
 AB0432'RAIL, ABOUT 67 FEET NORTHEAST OF THE NORTHEAST END OF THE MOST
 AB0432'NORTHWESTERLY ONE OF TWO 36 INCH IRON PIPE CULVERTS UNDER THE
 AB0432'RAILROAD, 24 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 77, IN
 AB0432'THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A 2 X 3 FOOT
 AB0432'CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0432
 AB0432                          STATION RECOVERY (1981)
 AB0432
 AB0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0432'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1125 ***********************************************************************
 AW1125  DESIGNATION -  O 8
 AW1125  PID         -  AW1125
 AW1125  STATE/COUNTY-  TX/HARRIS
 AW1125  USGS QUAD   -  PARK PLACE (1995)
 AW1125
 AW1125                         *CURRENT SURVEY CONTROL
 AW1125  ___________________________________________________________________
 AW1125* NAD 83(1986)-  29 42 32.     (N)    095 16 40.     (W)     SCALED    
 AW1125* NAVD 88     -         8.997  (meters)      29.52   (feet)  ADJUSTED  
 AW1125  ___________________________________________________________________
 AW1125  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1125  DYNAMIC HT  -           8.985 (meters)      29.48  (feet)  COMP
 AW1125  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 AW1125
 AW1125  VERT ORDER  -  FIRST     CLASS I
 AW1125
 AW1125.The horizontal coordinates were scaled from a topographic map and have
 AW1125.an estimated accuracy of +/- 6 seconds.
 AW1125
 AW1125.The orthometric height was determined by differential leveling
 AW1125.and adjusted by the National Geodetic Survey in June 1991..
 AW1125
 AW1125.The geoid height was determined by GEOID03.
 AW1125
 AW1125.The dynamic height is computed by dividing the NAVD 88
 AW1125.geopotential number by the normal gravity value computed on the
 AW1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1125.degrees latitude (g = 980.6199 gals.).
 AW1125
 AW1125.The modeled gravity was interpolated from observed gravity values.
 AW1125
 AW1125;                    North         East    Units  Estimated Accuracy
 AW1125;SPC TXSC     - 4,213,590.      960,090.      MT  (+/- 180 meters Scaled)
 AW1125
 AW1125                          SUPERSEDED SURVEY CONTROL
 AW1125
 AW1125  NGVD 29 (12/23/87)    8.994  (m)           29.51   (f) ADJUSTED    1 1
 AW1125
 AW1125.Superseded values are not recommended for survey control.
 AW1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1125.See file dsdata.txt to determine how the superseded data were derived.
 AW1125
 AW1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN796887(NAD 83)
 AW1125_MARKER: P = PIPE CAP
 AW1125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1125_SP_SET: SHALLOW-SET PIPE
 AW1125_STAMPING: O 8 ELEV. 37.50 FT.
 AW1125_MARK LOGO: CGS   
 AW1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1125
 AW1125  HISTORY     - Date     Condition        Report By
 AW1125  HISTORY     - 1906     MONUMENTED       CGS
 AW1125  HISTORY     - 1973     GOOD             NGS
 AW1125  HISTORY     - 1976     GOOD             NGS
 AW1125  HISTORY     - 1976     GOOD             NGS
 AW1125  HISTORY     - 1978     GOOD             NGS
 AW1125  HISTORY     - 1983     GOOD             NGS
 AW1125  HISTORY     - 1987     GOOD             USPSQD
 AW1125  HISTORY     - 1987     GOOD             USPSQD
 AW1125  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1125  HISTORY     - 1987     GOOD             NGS
 AW1125  HISTORY     - 1988     GOOD             USPSQD
 AW1125  HISTORY     - 1988     GOOD             USPSQD
 AW1125  HISTORY     - 1988     GOOD             USPSQD
 AW1125  HISTORY     - 1989     GOOD             USPSQD
 AW1125  HISTORY     - 1989     GOOD             USPSQD
 AW1125  HISTORY     - 1990     GOOD             USPSQD
 AW1125  HISTORY     - 20031012 MARK NOT FOUND   USPSQD
 AW1125  HISTORY     - 20041125 MARK NOT FOUND   USPSQD
 AW1125
 AW1125                          STATION DESCRIPTION
 AW1125
 AW1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1125'4.0 MI NW FROM SOUTH HOUSTON.
 AW1125'4.0 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1125'RAILROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, AT THE
 AW1125'CROSSING OF BROADWAY BOULEVARD, 50.3 FEET SOUTHWEST OF THE SOUTHWEST
 AW1125'RAIL OF THE MAIN TRACK, 43 FEET EAST OF THE CENTER LINE OF THE
 AW1125'BOULEVARD, 13.5 FEET EAST OF THE EAST CURB OF THE BOULEVARD, 19 FEET
 AW1125'SOUTH OF THE CENTER OF A 24-INCH CAST IRON MANHOLE COVER, 12.5 FEET
 AW1125'WEST OF THE WEST EDGE OF THE EAST SIDEWALK, 10 FEET SOUTH OF THE
 AW1125'EXTENDED CENTER LINE OF ELVERA STREET WEST, 5 1/2 FEET NORTH OF A T
 AW1125'JUNCTION POWER POLE WITH A GUY WIRE, ABOUT LEVEL WITH THE TRACK, A CAP
 AW1125'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE 0.3 FOOT UNDERGROUND.
 AW1125
 AW1125                          STATION RECOVERY (1976)
 AW1125
 AW1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (1976)
 AW1125
 AW1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (1978)
 AW1125
 AW1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (1983)
 AW1125
 AW1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1125'RECOVERED IN GOOD CONDITION.  NOTE, 1.1 METERS (3.6 FT) NORTH OF A
 AW1125'POWERLINE POLE.
 AW1125
 AW1125                          STATION RECOVERY (1987)
 AW1125
 AW1125'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (1987)
 AW1125
 AW1125'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (1987)
 AW1125
 AW1125'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1125'MARK NOT FOUND.
 AW1125
 AW1125                          STATION RECOVERY (1987)
 AW1125
 AW1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (1988)
 AW1125
 AW1125'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (1988)
 AW1125
 AW1125'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (1988)
 AW1125
 AW1125'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (1989)
 AW1125
 AW1125'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (1989)
 AW1125
 AW1125'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (1990)
 AW1125
 AW1125'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1125'RECOVERED IN GOOD CONDITION.
 AW1125
 AW1125                          STATION RECOVERY (2003)
 AW1125
 AW1125'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1125'MARK NOT FOUND.
 AW1125
 AW1125                          STATION RECOVERY (2004)
 AW1125
 AW1125'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0168 ***********************************************************************
 FL0168  DESIGNATION -  O 9
 FL0168  PID         -  FL0168
 FL0168  STATE/COUNTY-  TX/WHEELER
 FL0168  USGS QUAD   -  RAMSDELL (1963)
 FL0168
 FL0168                         *CURRENT SURVEY CONTROL
 FL0168  ___________________________________________________________________
 FL0168* NAD 83(1986)-  35 12 00.     (N)    100 23 50.     (W)     SCALED    
 FL0168* NAVD 88     -       759.969  (meters)    2493.33   (feet)  POSTED    
 FL0168  ___________________________________________________________________
 FL0168  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL0168  DYNAMIC HT  -         759.160 (meters)    2490.68  (feet)  COMP
 FL0168  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 FL0168
 FL0168  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FL0168
 FL0168.The horizontal coordinates were scaled from a topographic map and have
 FL0168.an estimated accuracy of +/- 6 seconds.
 FL0168
 FL0168.The orthometric height was determined by differential leveling
 FL0168.and adjusted by the National Geodetic Survey in 1992..
 FL0168.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FL0168.rate of 1.1 thru 2.0 mm/km.
 FL0168
 FL0168.The geoid height was determined by GEOID03.
 FL0168
 FL0168.The dynamic height is computed by dividing the NAVD 88
 FL0168.geopotential number by the normal gravity value computed on the
 FL0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0168.degrees latitude (g = 980.6199 gals.).
 FL0168
 FL0168.The modeled gravity was interpolated from observed gravity values.
 FL0168
 FL0168;                    North         East    Units  Estimated Accuracy
 FL0168;SPC TX N     - 1,133,680.      300,420.      MT  (+/- 180 meters Scaled)
 FL0168
 FL0168                          SUPERSEDED SURVEY CONTROL
 FL0168
 FL0168.No superseded survey control is available for this station.
 FL0168
 FL0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD728961(NAD 83)
 FL0168_MARKER: P = PIPE CAP
 FL0168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0168
 FL0168  HISTORY     - Date     Condition        Report By
 FL0168  HISTORY     - UNK      MONUMENTED       CGS
 FL0168  HISTORY     - 1953     MARK NOT FOUND   NGS
 FL0168
 FL0168                          STATION DESCRIPTION
 FL0168
 FL0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0168'3.1 MI NE FROM RAMSDELL.
 FL0168'ABOUT 3.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND GULF R.R.
 FL0168'FROM RAMSDELL, WHEELER COUNTY, ABOUT 2 POLES NORTHEAST OF POLE 673+20,
 FL0168'ON A SMALL RIDGE NEAR AN ABANDONED ROAD CROSSING, AND ABOUT 15 YARDS
 FL0168'NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD CAP
 FL0168'FASTENED ON THE TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- IT IS BELIEVED
 FL0168'TO BE COVERED WITH 8 FEET OF DRIFTED SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0428 ***********************************************************************
 AB0428  DESIGNATION -  O 9 C CO RESET 1963
 AB0428  PID         -  AB0428
 AB0428  STATE/COUNTY-  TX/CAMERON
 AB0428  USGS QUAD   -  SANTA ROSA (1982)
 AB0428
 AB0428                         *CURRENT SURVEY CONTROL
 AB0428  ___________________________________________________________________
 AB0428* NAD 83(1986)-  26 16 43.     (N)    097 45 14.     (W)     SCALED    
 AB0428* NAVD 88     -        11.90   (+/-2cm)      39.0    (feet)  VERTCON   
 AB0428  ___________________________________________________________________
 AB0428  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AB0428
 AB0428  VERT ORDER  -  THIRD (See Below)
 AB0428
 AB0428.The horizontal coordinates were scaled from a topographic map and have
 AB0428.an estimated accuracy of +/- 6 seconds.
 AB0428
 AB0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0428.The vertical order pertains to the NGVD 29 superseded value.
 AB0428
 AB0428.The geoid height was determined by GEOID03.
 AB0428
 AB0428;                    North         East    Units  Estimated Accuracy
 AB0428;SPC TX S     - 5,068,020.      374,520.      MT  (+/- 180 meters Scaled)
 AB0428
 AB0428                          SUPERSEDED SURVEY CONTROL
 AB0428
 AB0428  NGVD 29 (01/29/03)   11.99   (m)           39.3    (f) RESET       3  
 AB0428
 AB0428.Superseded values are not recommended for survey control.
 AB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0428.See file dsdata.txt to determine how the superseded data were derived.
 AB0428
 AB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ244071(NAD 83)
 AB0428_MARKER: DD = SURVEY DISK
 AB0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0428_SP_SET: CULVERT
 AB0428_STAMPING: O 9 40.04
 AB0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0428
 AB0428  HISTORY     - Date     Condition        Report By
 AB0428  HISTORY     - 1963     MONUMENTED
 AB0428  HISTORY     - 1963     GOOD             NGS
 AB0428  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0428
 AB0428                          STATION DESCRIPTION
 AB0428
 AB0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0428'2.3 MI NW FROM COMBES.
 AB0428'ABOUT 2.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AB0428'INTERSECTION OF U. S. HIGHWAY 77 AND STATE HIGHWAY 107 IN COMBES, 66
 AB0428'FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 55 FEET NORTHEAST OF THE
 AB0428'NORTHEAST END OF THE MOST NORTHWESTERLY ONE OF TWO 36-INCH IRON PIPE
 AB0428'CULVERTS UNDER THE RAILROAD, 24 FEET SOUTHWEST OF THE CENTER LINE OF
 AB0428'U. S. HIGHWAY 77, IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL
 AB0428'OF A 2 X 5 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0428
 AB0428                          STATION RECOVERY (1981)
 AB0428
 AB0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0428'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1340 ***********************************************************************
 GL1340  DESIGNATION -  O BRIEN
 GL1340  PID         -  GL1340
 GL1340  STATE/COUNTY-  TX/SHERMAN
 GL1340  USGS QUAD   -  STRATFORD NE (1964)
 GL1340
 GL1340                         *CURRENT SURVEY CONTROL
 GL1340  ___________________________________________________________________
 GL1340* NAD 83(1993)-  36 27 22.18029(N)    102 03 44.29169(W)     ADJUSTED  
 GL1340* NAVD 88     -      1130.3    (meters)    3708.     (feet)  VERTCON   
 GL1340  ___________________________________________________________________
 GL1340  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 GL1340  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 GL1340
 GL1340  HORZ ORDER  -  FIRST
 GL1340
 GL1340.The horizontal coordinates were established by classical geodetic methods
 GL1340.and adjusted by the National Geodetic Survey in February 1996..
 GL1340
 GL1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1340
 GL1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1340
 GL1340.The geoid height was determined by GEOID03.
 GL1340
 GL1340;                    North         East     Units Scale Factor Converg.
 GL1340;SPC TX N     - 1,272,639.629   149,590.738   MT  1.00007506   -0 19 33.1
 GL1340;SPC TX N     - 4,175,318.52    490,782.28   sFT  1.00007506   -0 19 33.1
 GL1340;SPC OK N     -   169,184.030   235,970.240   MT  0.99995806   -2 23 50.5
 GL1340;SPC OK N     -   555,064.61    774,179.03   sFT  0.99995806   -2 23 50.5
 GL1340;UTM  13      - 4,038,557.798   763,268.622   MT  1.00045403   +1 44 47.8
 GL1340;UTM  14      - 4,038,905.647   225,561.389   MT  1.00052805   -1 49 14.8
 GL1340
 GL1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1340!SPC TX N     -   0.99982660  x   1.00007506  =   0.99990164
 GL1340!SPC OK N     -   0.99982660  x   0.99995806  =   0.99978466
 GL1340!UTM  13      -   0.99982660  x   1.00045403  =   1.00028055
 GL1340!UTM  14      -   0.99982660  x   1.00052805  =   1.00035456
 GL1340
 GL1340|---------------------------------------------------------------------|
 GL1340| PID    Reference Object                     Distance      Geod. Az  |
 GL1340|                                                           dddmmss.s |
 GL1340| CM9636 O BRIEN RM 1                         41.417 METERS 06724     |
 GL1340| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX.25.6 KM 0780328.1 |
 GL1340| GL1342 STRATFORD GRAIN CO SW ELEVATOR      APPROX.13.6 KM 1832327.1 |
 GL1340| GL1341 STRATFORD SW PUB SER CO TANK        APPROX.13.5 KM 1833359.2 |
 GL1340| CM9635 O BRIEN AZ MK                                      1854542.5 |
 GL1340| CM9637 O BRIEN RM 2                         50.093 METERS 30446     |
 GL1340|---------------------------------------------------------------------|
 GL1340
 GL1340                          SUPERSEDED SURVEY CONTROL
 GL1340
 GL1340  NAD 83(1993)-  36 27 22.18021(N)    102 03 44.29181(W) AD(       ) 1
 GL1340  NAD 83(1986)-  36 27 22.19185(N)    102 03 44.27977(W) AD(       ) 1
 GL1340  NAD 27      -  36 27 22.09200(N)    102 03 42.66500(W) AD(       ) 1
 GL1340  NGVD 29 (07/19/86) 1129.8    (m)         3707.     (f) VERT ANG       
 GL1340
 GL1340.Superseded values are not recommended for survey control.
 GL1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1340.See file dsdata.txt to determine how the superseded data were derived.
 GL1340
 GL1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6326938558(NAD 83)
 GL1340_MARKER: DS = TRIANGULATION STATION DISK
 GL1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1340
 GL1340  HISTORY     - Date     Condition        Report By
 GL1340  HISTORY     - 1931     MONUMENTED       CGS
 GL1340  HISTORY     - 1935     GOOD             CGS
 GL1340  HISTORY     - 1953     GOOD             CGS
 GL1340  HISTORY     - 1962     MARK NOT FOUND   USGS
 GL1340
 GL1340                          STATION DESCRIPTION
 GL1340
 GL1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1340'STATION IS ABOUT 8 MILES N OF STRATFORD, TEXAS, 16 MILES W BY S
 GL1340'OF TEXHOMA, OKLAHOMA, ON THE S BLUFF LINE OF THE N FORK OF THE
 GL1340'CANADIAN RIVER (BEAVER CREEK) ON LAND OWNED BY J.C. OBRIEN.
 GL1340'
 GL1340'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 GL1340'DISKS SET IN CONCRETE.
 GL1340'
 GL1340'REFERENCE MARK NO. 1 IS 1 FOOT E OF FENCE, 0.15 MILE S OF FENCE
 GL1340'CORNER, AND 0.25 MILE (SPEEDOMETER) FROM STATION.
 GL1340'REFERENCE MARK NO. 2 IS 1 FOOT E OF
 GL1340'FENCE, 40 YARDS S OF EDGE OF BLUFF, AND 50.11 METERS (164.4 FEET)
 GL1340'FROM STATION.
 GL1340'
 GL1340'BEARING FROM STATION OF STRATFORD, WEST TEXAS UTILITIES
 GL1340'COMPANY, WATER TANK, FINIAL, S 3 DEG 34 MIN W.  TEXHOMA,
 GL1340'CIMARRON UTILITIES COMPANY, WATER TANK, FINIAL, N 78 DEG 03 MIN E.
 GL1340'
 GL1340'TO REACH STATION FROM TEXHOMA, GO W 16.0 MILES FROM RAILROAD
 GL1340'CROSSING ON MAIN STREET, THIS ROAD FOLLOWS THE STATE LINE.
 GL1340'AT SIGN 16 MILES TEXHOMA TURN S CROSS CATTLE GUARD AND FOLLOW
 GL1340'WINDING ROAD ACROSS RIVER 4.8 MILES TO CATTLE GUARD WITH RED
 GL1340'GATE ON W SIDE, HERE TURN SHARPLY TO N ALONG WIRE FENCE
 GL1340'LEADING IN FRONT OF A RANCH HOUSE AND GO 0.9 MILE TO STATION
 GL1340'ON E SIDE OF FENCE NEAR BLUFF LINE.  STATION IS 0.1 MILE NNE
 GL1340'OF FENCE CORNER, 138 FEET E OF FENCE AND 145 FEET S
 GL1340'OF EDGE OF BLUFF.  REACHED FROM STRATFORD BY GOING N ON
 GL1340'MAIN STREET 1 BLOCK BEYOND END OF PAVEMENT, E 0.7 MILE AND N
 GL1340'7.0 MILES TO CATTLE GUARD AND RED GATE.
 GL1340
 GL1340                          STATION RECOVERY (1935)
 GL1340
 GL1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL1340'STATION WAS FOUND IN GOOD CONDITION.  IT IS ON A HIGH PASTURE
 GL1340'LAND OWNED BY J.C. O BRIEN, 8 MILES (AIR LINE) N OF STRATFORD,
 GL1340'0.8 MILE N OF THE C.J. TWEEDY FARMHOUSE, 133 FEET E OF FENCE,
 GL1340'144 FEET S OF EDGE OF RIM OF NORTH CANADIAN RIVER CANYON.
 GL1340'
 GL1340'STATION MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE POST
 GL1340'15 INCHES SQUARE AND PROJECTS 6 INCHES.
 GL1340'
 GL1340'REFERENCE MARK NO. 1 IS A NEW MARK, A STANDARD BRONZE DISK
 GL1340'SET IN A BLOCK OF CONCRETE AND STAMPED R.M. NO. 1 1935.  IT IS
 GL1340'NE OF STATION, 17 FEET S OF EDGE OF RIM AND PROJECTS 6 INCHES.
 GL1340'
 GL1340'REFERENCE MARK NO. 2 IS STAMPED R.M. NO. 2 1931 AND WAS
 GL1340'RECOVERED IN GOOD CONDITION.  IT IS A STANDARD BRONZE DISK SET
 GL1340'IN A CONCRETE POST 15 INCHES SQUARE.  IT IS NW OF STATION IN
 GL1340'FENCE LINE, AND PROJECTS 6 INCHES.
 GL1340'
 GL1340'AZIMUTH MARK WAS USED AS A REFERENCE MARK IN 1931, AND IS NOW
 GL1340'STAMPED AZIMUTH 1931.  IT IS SSW OF STATION, IN FENCE LINE,
 GL1340'AND PROJECTS 6 INCHES.  IT IS A STANDARD BRONZE DISK IN A
 GL1340'CONCRETE POST 15 INCHES SQUARE AND WAS RECOVERED IN GOOD
 GL1340'CONDITION.
 GL1340'
 GL1340'STATION IS REACHED FROM CENTER OF STRATFORD BUSINESS DISTRICT
 GL1340'BY DRIVING N ON MAIN STREET 0.4 MILE TO END OF STREET, TURN
 GL1340'RIGHT OR EASTERLY 0.8 MILE, TURN LEFT OR N ON MAIN GRADED
 GL1340'ROAD FOR 7.6 MILES, 200 YARDS SW OF TWEEDY FARMHOUSE.  LEAVE
 GL1340'GRADED ROAD WHICH BEARS NW AND CONTINUE N ACROSS COUNTRY ON W
 GL1340'SIDE OF FENCE FOR 0.9 MILE TO EDGE OF RIM, TURN RIGHT OR E
 GL1340'ALONG EDGE OF RIM 0.1 MILE TO STATION.
 GL1340'
 GL1340'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATIONS GRIGGS AND
 GL1340'ELLIOT.
 GL1340'
 GL1340'A 10-FOOT STAND WAS USED.
 GL1340
 GL1340                          STATION RECOVERY (1953)
 GL1340
 GL1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1340'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 GL1340'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 GL1340'
 GL1340'THE STATION IS LOCATED ON A SMALL RISE IN THE PASTURE LAND
 GL1340'OWNED BY MR. J.C. O BRIEN.  IT IS ABOUT 8 MILES AIRLINE NORTH
 GL1340'OF STRATFORD, ABOUT 10 MILES AIRLINE EAST-SOUTHEAST OF
 GL1340'KERRICK, AND 0.8 MILE NORTH OF A FARM HOUSE.
 GL1340'
 GL1340'THE STATION IS A STANDARD DISK STAMPED O BRIEN 1931 AND SET
 GL1340'IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 GL1340'INCHES.  IT IS 130 FEET WEST OF A WIRE FENCE, AND 146 FEET
 GL1340'SOUTH OF THE EDGE OF THE SOUTH RIM OF THE NORTH CANDIAN RIVER
 GL1340'CANYON.
 GL1340'
 GL1340'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED O BRIEN
 GL1340'NO 1 1954 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GL1340'MONUMENT THAT PROJECTS 8 INCHES.  IT IS ABOUT THE SAME
 GL1340'ELEVATION AS THE STATION.
 GL1340'
 GL1340'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED O BRIEN
 GL1340'NO 2 1931 AND SET IN THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT
 GL1340'THAT PROJECTS 4 INCHES.  IT IS 51 FEET EAST OF THE CENTER
 GL1340'LINE OF THE ROAD, 1-1/2 FEET EAST OF A FENCE AND ABOUT THE
 GL1340'SAME ELEVATION AS THE STATION.
 GL1340'
 GL1340'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 GL1340'O BRIEN AZIMUTH 1931 AND SET IN THE TOP OF A 16-INCH SQUARE
 GL1340'CONCRETE MONUMENT THAT PROJECTS 7 INCHES.  IT IS 1 FOOT EAST
 GL1340'OF A FENCE, AND 46 FEET EAST OF THE CENTER LINE OF A DIRT
 GL1340'ROAD.  TO REACH THE MARK FROM THE STATION GO SOUTH ALONG THE
 GL1340'EAST SIDE OF THE FENCE FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 GL1340'
 GL1340'TO REACH THE STATION FROM THE INTERSECTION OF NORTH FIFTH
 GL1340'STREET AND MAIN STREET IN STRATFORD GO EAST ON NORTH FIFTH
 GL1340'STREET FOR 0.5 MILE TO A T-ROAD.  TURN RIGHT AND GO 0.15
 GL1340'MILE TO A T-ROAD.  TURN LEFT, NORTH, AND GO 7.1 MILES TO A
 GL1340'RANCH HOUSE AND A GATE ON THE RIGHT.  TURN RIGHT, PASS
 GL1340'THROUGH THE GATE, AND THEN TURN LEFT, NORTH, ALONG THE EAST
 GL1340'SIDE OF A FENCE AND GO 0.7 MILE TO THE TOP OF A SMALL RISE AND
 GL1340'THE STATION.
 GL1340'
 GL1340'OBSERVATIONS TAKEN FROM A 37 FOOT STEEL TOWER.
 GL1340
 GL1340                          STATION RECOVERY (1962)
 GL1340
 GL1340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (JJL)
 GL1340'STATION AND RM 1 APPARENTLY HAVE BEEN DESTROYED BY HIGHWAY
 GL1340'CONSTRUCTION.  A LARGE GRAVEL PIT WAS MADE IN THE AREA OF THE
 GL1340'MARKS.  RM 2 IS STILL IN POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1169 ***********************************************************************
 CU1169  DESIGNATION -  O DONNELL ET
 CU1169  PID         -  CU1169
 CU1169  STATE/COUNTY-  TX/DAWSON
 CU1169  USGS QUAD   -  O'DONNELL (1969)
 CU1169
 CU1169                         *CURRENT SURVEY CONTROL
 CU1169  ___________________________________________________________________
 CU1169* NAD 83(1993)-  32 57 37.99314(N)    101 50 22.53466(W)     ADJUSTED  
 CU1169* NAVD 88     -       977.3    (meters)    3206.     (feet)  VERTCON   
 CU1169  ___________________________________________________________________
 CU1169  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 CU1169  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CU1169
 CU1169  HORZ ORDER  -  SECOND
 CU1169
 CU1169.The horizontal coordinates were established by classical geodetic methods
 CU1169.and adjusted by the National Geodetic Survey in February 1996..
 CU1169
 CU1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1169
 CU1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1169
 CU1169.The geoid height was determined by GEOID03.
 CU1169
 CU1169;                    North         East     Units Scale Factor Converg.
 CU1169;SPC TXNC     - 2,148,440.513   287,857.456   MT  0.99987388   -1 49 17.0
 CU1169;SPC TXNC     - 7,048,675.25    944,412.34   sFT  0.99987388   -1 49 17.0
 CU1169;UTM  14      - 3,650,494.158   234,574.410   MT  1.00046875   -1 32 44.9
 CU1169
 CU1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1169!SPC TXNC     -   0.99985041  x   0.99987388  =   0.99972431
 CU1169!UTM  14      -   0.99985041  x   1.00046875  =   1.00031909
 CU1169
 CU1169:                Primary Azimuth Mark                     Grid Az
 CU1169:SPC TXNC     -  LYNN ET                                  272 57 07.7
 CU1169:UTM  14      -  LYNN ET                                  272 40 35.6
 CU1169
 CU1169|---------------------------------------------------------------------|
 CU1169| PID    Reference Object                     Distance      Geod. Az  |
 CU1169|                                                           dddmmss.s |
 CU1169| CU1174 LYNN ET                             APPROX. 8.4 KM 2710750.7 |
 CU1169|---------------------------------------------------------------------|
 CU1169
 CU1169                          SUPERSEDED SURVEY CONTROL
 CU1169
 CU1169  NAD 83(1986)-  32 57 38.00110(N)    101 50 22.52636(W) AD(       ) 2
 CU1169  NAD 27      -  32 57 37.65087(N)    101 50 20.97785(W) AD(       ) 2
 CU1169  NGVD 29 (07/19/86)  976.9    (m)         3205.     (f) VERT ANG       
 CU1169
 CU1169.Superseded values are not recommended for survey control.
 CU1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1169.See file dsdata.txt to determine how the superseded data were derived.
 CU1169
 CU1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3457450494(NAD 83)
 CU1169_MARKER: DD = SURVEY DISK
 CU1169_SETTING: 0 = UNSPECIFIED SETTING
 CU1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1169
 CU1169  HISTORY     - Date     Condition        Report By
 CU1169  HISTORY     - 1968     MONUMENTED       USGS
 CU1169
 CU1169                          STATION DESCRIPTION
 CU1169
 CU1169'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CU1169'NO REFERENCE MARKS SET.
 CU1169'
 CU1169'THE STATION IS LOCATED ON THE HEADER HOUSE OF THE GRAIN ELEVATOR
 CU1169'0.5 MILE SOUTHWEST OF O DONNELL, TEXAS, 165 FEET ABOVE THE
 CU1169'GROUND.
 CU1169'
 CU1169'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND LOOP 76 AT
 CU1169'THE SOUTH EDGE OF O DONNELL, GO 0.5 MILE EAST ON LOOP 76 TO THE
 CU1169'RAILROAD TRACKS, TURN RIGHT AND GO 0.1 MILE SOUTH ON THE EAST
 CU1169'SIDE OF THE RAILROAD TO THE GRAIN ELEVATOR.  ACCESS TO THE TOP
 CU1169'OF THE HEADER HOUSE IS BY A MAN LIFT TO THE TOP FLOOR AND BY TWO
 CU1169'RUNG LADDERS THRU A MANHOLE TO THE ROOF.
 CU1169'
 CU1169'STATION MARK--A USGS BRONZE TABLET SET IN THE CONCRETE ROOF
 CU1169'ABOUT 9 FEET FROM THE SOUTHEAST EDGE STAMPED O DONNEL ET 1968.
 CU1169'
 CU1169'THE LYNN ET IS VISIBLE FROM THE STATION AND WILL SERVE AS THE
 CU1169'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1166 ***********************************************************************
 CU1166  DESIGNATION -  O DONNELL MUNICIPAL TANK
 CU1166  PID         -  CU1166
 CU1166  STATE/COUNTY-  TX/LYNN
 CU1166  USGS QUAD   -  O'DONNELL (1969)
 CU1166
 CU1166                         *CURRENT SURVEY CONTROL
 CU1166  ___________________________________________________________________
 CU1166* NAD 83(1993)-  32 58 09.17655(N)    101 49 49.92626(W)     ADJUSTED  
 CU1166* NAVD 88     -                                                        
 CU1166  ___________________________________________________________________
 CU1166  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CU1166  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CU1166
 CU1166  HORZ ORDER  -  THIRD
 CU1166
 CU1166.The horizontal coordinates were established by classical geodetic methods
 CU1166.and adjusted by the National Geodetic Survey in February 1996..
 CU1166
 CU1166
 CU1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1166
 CU1166.The geoid height was determined by GEOID03.
 CU1166
 CU1166;                    North         East     Units Scale Factor Converg.
 CU1166;SPC TXNC     - 2,149,373.688   288,734.235   MT  0.99987365   -1 48 59.2
 CU1166;SPC TXNC     - 7,051,736.84    947,288.90   sFT  0.99987365   -1 48 59.2
 CU1166;UTM  14      - 3,651,432.091   235,447.210   MT  1.00046305   -1 32 28.5
 CU1166
 CU1166                          SUPERSEDED SURVEY CONTROL
 CU1166
 CU1166  NAD 83(1986)-  32 58 09.18457(N)    101 49 49.91705(W) AD(       ) 4
 CU1166  NAD 27      -  32 58 08.83100(N)    101 49 48.37300(W) AD(       ) 3
 CU1166
 CU1166.Superseded values are not recommended for survey control.
 CU1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1166.See file dsdata.txt to determine how the superseded data were derived.
 CU1166
 CU1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3544751432(NAD 83)
 CU1166_MARKER: 51 = TANK
 CU1166
 CU1166  HISTORY     - Date     Condition        Report By
 CU1166  HISTORY     - 1932     FIRST OBSERVED   CGS
 CU1166
 CU1166                          STATION DESCRIPTION
 CU1166
 CU1166'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1035 ***********************************************************************
 CD1035  DESIGNATION -  O KEEFE
 CD1035  PID         -  CD1035
 CD1035  STATE/COUNTY-  TX/HUDSPETH
 CD1035  USGS QUAD   -  SIERRA BLANCA (1979)
 CD1035
 CD1035                         *CURRENT SURVEY CONTROL
 CD1035  ___________________________________________________________________
 CD1035* NAD 83(1993)-  31 14 57.83036(N)    105 15 36.93245(W)     ADJUSTED  
 CD1035* NAVD 88     -      1436.32   (+/-2cm)    4712.3    (feet)  VERTCON   
 CD1035  ___________________________________________________________________
 CD1035  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 CD1035  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD1035
 CD1035  HORZ ORDER  -  THIRD
 CD1035  VERT ORDER  -  THIRD ? (See Below)
 CD1035
 CD1035.The horizontal coordinates were established by classical geodetic methods
 CD1035.and adjusted by the National Geodetic Survey in February 1996..
 CD1035
 CD1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1035.The vertical order pertains to the NGVD 29 superseded value.
 CD1035
 CD1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1035
 CD1035.The geoid height was determined by GEOID03.
 CD1035
 CD1035;                    North         East     Units Scale Factor Converg.
 CD1035;SPC TX C     - 3,185,844.716   230,891.186   MT  0.99989107   -2 32 15.6
 CD1035;SPC TX C     -10,452,225.54    757,515.50   sFT  0.99989107   -2 32 15.6
 CD1035;UTM  13      - 3,457,271.154   475,218.955   MT  0.99960757   -0 08 06.0
 CD1035
 CD1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1035!SPC TX C     -   0.99977809  x   0.99989107  =   0.99966918
 CD1035!UTM  13      -   0.99977809  x   0.99960757  =   0.99938574
 CD1035
 CD1035:                Primary Azimuth Mark                     Grid Az
 CD1035:SPC TX C     -  U 704                                    280 50 28.1
 CD1035:UTM  13      -  U 704                                    278 26 18.5
 CD1035
 CD1035|---------------------------------------------------------------------|
 CD1035| PID    Reference Object                     Distance      Geod. Az  |
 CD1035|                                                           dddmmss.s |
 CD1035| CD0495 U 704                               APPROX. 7.1 KM 2781812.5 |
 CD1035|---------------------------------------------------------------------|
 CD1035
 CD1035                          SUPERSEDED SURVEY CONTROL
 CD1035
 CD1035  NAD 83(1986)-  31 14 57.83648(N)    105 15 36.92983(W) AD(       ) 3
 CD1035  NAD 27      -  31 14 57.38210(N)    105 15 35.10079(W) AD(       ) 3
 CD1035  NGVD 29 (07/19/86) 1435.74   (m)         4710.4    (f) LEVELING    3  
 CD1035
 CD1035.Superseded values are not recommended for survey control.
 CD1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1035.See file dsdata.txt to determine how the superseded data were derived.
 CD1035
 CD1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ7521957271(NAD 83)
 CD1035_MARKER: DD = SURVEY DISK
 CD1035_SETTING: 0 = UNSPECIFIED SETTING
 CD1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1035
 CD1035  HISTORY     - Date     Condition        Report By
 CD1035  HISTORY     - 1945     MONUMENTED       USGS
 CD1035
 CD1035                          STATION DESCRIPTION
 CD1035
 CD1035'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1035'STATION LOCATED 8 MI. /AIRLINE/ NE OF SIERRA BLANCA, ABOUT 3.5 MI.
 CD1035'E OF O KEEFE RANCH HOUSE OCCUPIED BY ORRIN ROBERTS, ABOUT 0.25 MI. E
 CD1035'OF ROAD RUNNING NE, ABOUT 500 FT. S OF FENCE LINE, ON TOP OF SMALL
 CD1035'ROCK HILL, SET IN A ROCK LEDGE.
 CD1035'
 CD1035'STATION MARK--STANDARD TABLET STAMPED -O-KEEFE 1945-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9241 ***********************************************************************
 AF9241  DESIGNATION -  O KEEFE ET
 AF9241  PID         -  AF9241
 AF9241  STATE/COUNTY-  TX/KENT
 AF9241  USGS QUAD   -  GIRARD (1959)
 AF9241
 AF9241                         *CURRENT SURVEY CONTROL
 AF9241  ___________________________________________________________________
 AF9241* NAD 83(1993)-  33 17 49.33988(N)    100 44 59.98337(W)     ADJUSTED  
 AF9241* NAVD 88     -       649.4    (meters)    2131.     (feet)  VERTCON   
 AF9241  ___________________________________________________________________
 AF9241  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AF9241  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AF9241
 AF9241  HORZ ORDER  -  THIRD
 AF9241
 AF9241.The horizontal coordinates were established by classical geodetic methods
 AF9241.and adjusted by the National Geodetic Survey in July 1998..
 AF9241
 AF9241.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9241
 AF9241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9241
 AF9241.The geoid height was determined by GEOID03.
 AF9241
 AF9241;                    North         East     Units Scale Factor Converg.
 AF9241;SPC TXNC     - 2,183,036.306   390,478.902   MT  0.99988176   -1 13 37.7
 AF9241;SPC TXNC     - 7,162,178.28  1,281,096.20   sFT  0.99988176   -1 13 37.7
 AF9241;UTM  14      - 3,685,583.776   337,062.562   MT  0.99992733   -0 57 39.3
 AF9241
 AF9241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9241!SPC TXNC     -   0.99990217  x   0.99988176  =   0.99978394
 AF9241!UTM  14      -   0.99990217  x   0.99992733  =   0.99982950
 AF9241
 AF9241                          SUPERSEDED SURVEY CONTROL
 AF9241
 AF9241  NGVD 29 (07/17/98)  649.2    (m)         2130.     (f) VERT ANG       
 AF9241
 AF9241.Superseded values are not recommended for survey control.
 AF9241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9241.See file dsdata.txt to determine how the superseded data were derived.
 AF9241
 AF9241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3706385584(NAD 83)
 AF9241_MARKER: DS = TRIANGULATION STATION DISK
 AF9241
 AF9241  HISTORY     - Date     Condition        Report By
 AF9241  HISTORY     - 1958     MONUMENTED       USGS
 AF9241
 AF9241                          STATION DESCRIPTION
 AF9241
 AF9241'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9241'STATION IS 11 MI. WNW. OF JAYTON, 6 MI. SW. OF GIRARD IN GRAZING LAND
 AF9241'COVERED BY DENSE MESQUITE AND OWNED BY MR. OKEEFE WHO LIVES ON FARM
 AF9241'ROAD 1228 ON THE E. SIDE OF DUCK CREEK.
 AF9241'THE STATION WAS REACHED FROM JAYTON BY GOING N. ON STATE HIGHWAY 70
 AF9241'0.8 MI. TO FARM ROAD 1228, THENCE W. 6.4 MI. TO A RD. ON A CURVE TO
 AF9241'THE N.  TAKE THE GRADED COUNTY RD. ON W. 1.4 MI. TO CROSSING OF DUCK
 AF9241'CREEK, THENCE CONTINUE W. 0.9 MI. TO AN OFFSET CROSSROAD.  TURN N. 1.0
 AF9241'MI. TO A T-RD. W., THENCE W. 2.0 MI. TO A WIRE GATE ON THE RIGHT AT A
 AF9241'T-FENCE CORNER.  TURN N. THRU GATE 1.0 MI. TO ANOTHER FENCE CORNER AND
 AF9241'STATION SITE.  STATION IS 395 FT. SE. OF THIS FENCE CORNER, 243 FT. S.
 AF9241'OF THE N. FENCE AND 314 FT. E. OF THE W. FENCE, IN AN AREA CLEAR OF
 AF9241'MESQUITE.
 AF9241'STATION MARK--A STANDARD TABLET IN A CONCRETE POST SET FLUSH WITH THE
 AF9241'GROUND AND STAMPED---O KEEFE-ET 1958---.  A SMALL PILE OF ROCK COVERS
 AF9241'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2135 ***********************************************************************
 AN2135  DESIGNATION -  O NEILL
 AN2135  PID         -  AN2135
 AN2135  STATE/COUNTY-  TX/BEE
 AN2135  USGS QUAD   -  SKIDMORE (1979)
 AN2135
 AN2135                         *CURRENT SURVEY CONTROL
 AN2135  ___________________________________________________________________
 AN2135* NAD 83(1993)-  28 19 57.17726(N)    097 42 12.79768(W)     ADJUSTED  
 AN2135* NAVD 88     -        58.1    (meters)     191.     (feet)  VERTCON   
 AN2135  ___________________________________________________________________
 AN2135  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AN2135  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN2135
 AN2135  HORZ ORDER  -  FIRST
 AN2135
 AN2135.The horizontal coordinates were established by classical geodetic methods
 AN2135.and adjusted by the National Geodetic Survey in February 1996..
 AN2135
 AN2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2135
 AN2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2135
 AN2135.The geoid height was determined by GEOID03.
 AN2135
 AN2135;                    North         East     Units Scale Factor Converg.
 AN2135;SPC TXSC     - 4,056,033.823   727,126.432   MT  1.00001496   +0 38 06.5
 AN2135;SPC TXSC     -13,307,170.97  2,385,580.64   sFT  1.00001496   +0 38 06.5
 AN2135;SPC TX S     - 5,295,631.380   378,110.339   MT  1.00016451   +0 21 41.7
 AN2135;SPC TX S     -17,374,083.95  1,240,517.00   sFT  1.00016451   +0 21 41.7
 AN2135;UTM  14      - 3,134,723.866   627,082.286   MT  0.99979932   +0 36 55.3
 AN2135
 AN2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2135!SPC TXSC     -   0.99999511  x   1.00001496  =   1.00001007
 AN2135!SPC TX S     -   0.99999511  x   1.00016451  =   1.00015962
 AN2135!UTM  14      -   0.99999511  x   0.99979932  =   0.99979443
 AN2135
 AN2135:                Primary Azimuth Mark                     Grid Az
 AN2135:SPC TXSC     -  CHASE FIELD BEACON                       045 28 06.1
 AN2135:SPC TX S     -  CHASE FIELD BEACON                       045 44 30.9
 AN2135:UTM  14      -  CHASE FIELD BEACON                       045 29 17.3
 AN2135
 AN2135|---------------------------------------------------------------------|
 AN2135| PID    Reference Object                     Distance      Geod. Az  |
 AN2135|                                                           dddmmss.s |
 AN2135| AN2136 CHASE FIELD BEACON                  APPROX. 5.8 KM 0460612.6 |
 AN2135| CV4963 O NEILL RM 2                         23.653 METERS 07811     |
 AN2135| AN2137 SKIDMORE METHODIST CH SPIRE         APPROX. 8.9 KM 1633949.6 |
 AN2135| AN2139 SKIDMORE BAPTIST CHURCH SPIRE       APPROX. 9.1 KM 1635217.5 |
 AN2135| AN2170 BROWNSVILLE FT WORTH AWY BN 19      APPROX.10.9 KM 2885602.1 |
 AN2135| AN2171 LILLY                               APPROX.10.4 KM 2925432.3 |
 AN2135| CV4962 O NEILL RM 1                         31.038 METERS 30231     |
 AN2135| AN2168 BEEVILLE MUNICIPAL TANK             APPROX.10.3 KM 3291839.1 |
 AN2135| AN2142 BEEVILLE BEE CO CTHSE DOME          APPROX. 8.8 KM 3300531.3 |
 AN2135| AN2143 BEEVILLE RADIO STA KIBL MAST        APPROX. 6.4 KM 3371512.8 |
 AN2135|---------------------------------------------------------------------|
 AN2135
 AN2135                          SUPERSEDED SURVEY CONTROL
 AN2135
 AN2135  NAD 83(1986)-  28 19 57.18421(N)    097 42 12.77961(W) AD(       ) 1
 AN2135  NAD 27      -  28 19 56.18000(N)    097 42 11.79200(W) AD(       ) 1
 AN2135  NGVD 29 (07/19/86)   58.1    (m)          191.     (f) VERT ANG       
 AN2135
 AN2135.Superseded values are not recommended for survey control.
 AN2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2135.See file dsdata.txt to determine how the superseded data were derived.
 AN2135
 AN2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2708234724(NAD 83)
 AN2135_MARKER: N = NAIL
 AN2135_SETTING: 0 = UNSPECIFIED SETTING
 AN2135
 AN2135  HISTORY     - Date     Condition        Report By
 AN2135  HISTORY     - 1904     MONUMENTED       CGS
 AN2135  HISTORY     - 1932     GOOD             CGS
 AN2135  HISTORY     - 1937     GOOD             TXHD
 AN2135  HISTORY     - 1938     GOOD             TSI
 AN2135  HISTORY     - 1953     GOOD             CGS
 AN2135  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN2135
 AN2135                          STATION DESCRIPTION
 AN2135
 AN2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2135'STATION IS 7 MILES BY ROAD SSE OF BEEVILLE, ON A RIDGE COVERED
 AN2135'WITH BRUSH AND MESQUITE TREES.  700 PACES E OF THE SAN ANTONIO
 AN2135'AND ARANSAS PASS RAILWAY, IN A LARGE PASTURE IN 1904 OWNED
 AN2135'BY GEORGE B. O NEILL, AND 1-1/4 MILES SW OF HIS HOUSE.
 AN2135'
 AN2135'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL
 AN2135'IN IRON PIPE SET IN CONCRETE.
 AN2135'
 AN2135'REFERENCE MARK IS AT THE SAME ELEVATION AS THE STATION, AND
 AN2135'31.037 METERS (101.83 FEET) FROM IT N 57 DEG 34 MIN W.
 AN2135'THE FOLLOWING DISTANCES AND AZIMUTHS ARE FROM THE
 AN2135'STATION WINDMILL ON WILLIAM O NEILLS RANCH, 3/4 MILE, 36
 AN2135'DEG 39 MIN 00 SEC.  CHIMNEY ON VEGO KOHLERS RANCH HOUSE,
 AN2135'1-1/2 MILES, 149 DEG 45 MIN 45 SEC.  GEORGE B. O NEILLS
 AN2135'WINDMILL, 1-1/4 MILES 216 DEG 06 MIN 15 SEC.  BEEVILLE WATER
 AN2135'TOWER, 5-1/2 MILES, 154 DEG 34 MIN 55 SEC.
 AN2135
 AN2135                          STATION RECOVERY (1932)
 AN2135
 AN2135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AN2135'IN 1932 STATION
 AN2135'RECOVERED IN GOOD CONDITION.  FURTHER DESCRIBED AS BEING
 AN2135'IN THE PASTURE OF MRS. F. HRDINA, 592 FEET S OF THE N FENCE
 AN2135'OF THE HRDINA 200 ACRE TRACT.  APPROXIMATELY 700 FEET E
 AN2135'OF POWER LINE FROM BEEVILLE TO SKIDMORE.  APPROXIMATELY
 AN2135'2,000 FEET E OF CENTER LINE OF THE SAN ANTONIO AND
 AN2135'ARANSAS PASS RAILWAY TRACKS.  THE HRDINA TRACT N FENCE IS
 AN2135'1,339 FEET N OF RAILWAY MILEPOST NO. 99.  ELEVATION OF
 AN2135'STATION, 58.1 METERS (191 FEET).
 AN2135
 AN2135                          STATION RECOVERY (1937)
 AN2135
 AN2135'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2135'STATION MARK RECOVERED IN GOOD CONDITION.  NO EFFORT MADE
 AN2135'TO RECOVER REFERENCE MARK.  THE DESCRIPTIONS ARE GOOD EXCEPT
 AN2135'THAT THE FENCE MENTIONED AS BEING THE N BOUNDARY OF THE
 AN2135'HRDINA 200 ACRE TRACT, IS NOT THE N BOUNDARY OF THE HRDINA
 AN2135'200 ACRE TRACT BUT IS RATHER THE S BOUNDARY OF THE HRDINA
 AN2135'100 ACRE TRACT, BEING ALSO THE N BOUNDARY OF THE HRDINA
 AN2135'150 ACRE TRACT.  THE MEASUREMENT ALONG THE RAILROAD FROM
 AN2135'MILEPOST 99 TO THE FENCE WHICH SHOULD BE CALLED THE N BOUNDARY
 AN2135'OF THE HRDINA 150 ACRE TRACT SHOULD BE 0.45 MILE INSTEAD
 AN2135'OF 1392 FEET.
 AN2135
 AN2135                          STATION RECOVERY (1938)
 AN2135
 AN2135'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 AN2135'ORIGINAL OWNER DEAD, PROPERTY HAS CHANGED OWNERS.
 AN2135'
 AN2135'STATION IN GOOD CONDITION.
 AN2135
 AN2135                          STATION RECOVERY (1953)
 AN2135
 AN2135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2135'THE STATION MARK AND A REFERENCE MARK WAS RECOVERED IN GOOD
 AN2135'CONDITION.
 AN2135'
 AN2135'A NEW REFERENCE MARK WAS ESTABLISHED, AND A NEW DESCRIPTION
 AN2135'FOLLOWS.
 AN2135'
 AN2135'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHEAST
 AN2135'OF BEEVILLE, AND 0.35 MILE EAST-NORTHEAST OF A RAILROAD
 AN2135'TRACK, WHICH RUNS PARALLEL TO U.S. HIGHWAY 181, 59.
 AN2135'
 AN2135'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 181, 59 AND STATE
 AN2135'HIGHWAY 202 NEAR THE SOUTHEAST CITY LIMITS OF BEEVILLE, GO
 AN2135'SOUTHEAST ON U.S. HIGHWAY 181, 59 FOR 5.05 MILES TO A RAILROAD
 AN2135'SEMAPHORE ON THE LEFT AND A SIDE ROAD LEFT.  TURN LEFT, CROSS THE
 AN2135'RAILROAD TRACK AND GO ON A DIRT ROAD FOR 0.25 MILE TO A POWER
 AN2135'LINE AND A WOODEN GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 AN2135'THE GATE AND GO ON A TRACK ROAD WHICH FOLLOWS THE POWER
 AN2135'LINE NORTH FOR 0.15 MILE.  TURN RIGHT, NORTHEAST, AND GO
 AN2135'ON A TRACK ROAD FOR 0.1 MILE TO A DIM Y-FORK.  TURN
 AN2135'RIGHT, EAST, AND GO 0.05 MILE TO AN OLD CORRAL AND THE
 AN2135'STATION SITE.
 AN2135'
 AN2135'THE STATION MARK IS A NAIL SET IN AN IRON PIPE WHICH IS
 AN2135'EMBEDDED IN A CONCRETE CYLINDER AND IS FLUSH WITH THE GROUND
 AN2135'SURFACE.  THE CYLINDER IS INSCRIBED U.S.C. AND G.S. 1904.
 AN2135'THE MARK IS LOCATED 41 FEET SOUTHEAST OF THE SOUTHEAST TRACK
 AN2135'OF A TRACK ROAD, AND 25 FEET SOUTHWEST OF THE SOUTHWEST
 AN2135'CORNER OF AN OLD CORRAL.
 AN2135'
 AN2135'REFERENCE MARK NO. 1 IS A NAIL SET IN AN IRON PIPE WHICH
 AN2135'IS EMBEDDED IN A CONCRETE CYLINDER AND IS FLUSH WITH THE GROUND
 AN2135'SURFACE.  THE CYLINDER IS INSCRIBED U.S. 1904.  THE MARK IS
 AN2135'LOCATED 55 FEET NORTHWEST OF THE NORTHWEST TRACK OF A TRACK ROAD.
 AN2135'
 AN2135'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 AN2135'A CONCRETE POST.  THE MARK IS STAMPED O NEILL NO 2 1904
 AN2135'1952, AND IT PROJECTS 4 INCHES.  THE MARK IS LOCATED 65
 AN2135'FEET SOUTHEAST OF THE SOUTHEAST TRACK OF A TRACK ROAD, AND
 AN2135'15 FEET EAST OF THE SOUTHEAST CORNER OF AN OLD CORRAL.
 AN2135
 AN2135                          STATION RECOVERY (1997)
 AN2135
 AN2135'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN2135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0528 ***********************************************************************
 AW0528  DESIGNATION -  O RM USE
 AW0528  PID         -  AW0528
 AW0528  STATE/COUNTY-  TX/GALVESTON
 AW0528  USGS QUAD   -  GALVESTON (1994)
 AW0528
 AW0528                         *CURRENT SURVEY CONTROL
 AW0528  ___________________________________________________________________
 AW0528* NAD 83(1986)-  29 21 12.     (N)    094 49 26.     (W)     SCALED    
 AW0528* NAVD 88     -         0.42   (+/-2cm)       1.4    (feet)  VERTCON   
 AW0528  ___________________________________________________________________
 AW0528  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW0528
 AW0528  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0528
 AW0528.The horizontal coordinates were scaled from a topographic map and have
 AW0528.an estimated accuracy of +/- 6 seconds.
 AW0528
 AW0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0528.The vertical order pertains to the NGVD 29 superseded value.
 AW0528
 AW0528.The geoid height was determined by GEOID03.
 AW0528
 AW0528;                    North         East    Units  Estimated Accuracy
 AW0528;SPC TXSC     - 4,175,700.    1,005,380.      MT  (+/- 180 meters Scaled)
 AW0528
 AW0528                          SUPERSEDED SURVEY CONTROL
 AW0528
 AW0528  NGVD 29 (??/??/92)    0.42   (m)            1.4    (f) COMPUTED    1 2
 AW0528
 AW0528.Superseded values are not recommended for survey control.
 AW0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0528.See file dsdata.txt to determine how the superseded data were derived.
 AW0528
 AW0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN229485(NAD 83)
 AW0528_MARKER: P = PIPE CAP
 AW0528_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0528_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0528
 AW0528  HISTORY     - Date     Condition        Report By
 AW0528  HISTORY     - UNK      MONUMENTED       USE
 AW0528  HISTORY     - 1958     GOOD             NGS
 AW0528  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0528  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0528  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0528  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW0528
 AW0528                          STATION DESCRIPTION
 AW0528
 AW0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0528'10.45 MI N FROM GALVESTON.
 AW0528'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0528'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE ABOUT 1.3 MILE
 AW0528'NORTHEAST ALONG 51ST STREET, THENCE ABOUT 1.35 MILE NORTHEAST ALONG A
 AW0528'SHELL ROAD LEADING TO TODD SHIP YARD, THENCE ABOUT 0.3 MILE EAST
 AW0528'THROUGH THE SHIP YARD, THENCE ABOUT 1.05 MILE NORTHEAST ALONG A DIM
 AW0528'SHELL ROAD, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A SHELL ROAD TO A
 AW0528'WOODEN WHARF, THENCE ABOUT 1.1 MILE NORTHEAST ALONG THE SOUTHEAST
 AW0528'SHORE OF THE ISLAND, THENCE ABOUT 3.3 MILES WEST ALONG THE NORTH SHORE
 AW0528'OF THE ISLAND, 50 YARDS SOUTH OF THE NORTH SHORE OF THE ISLAND, 35
 AW0528'YARDS EAST OF BENCH MARK O (U.S.E.), AND ON THE TOP OF AN IRON PIPE
 AW0528'FLUSH WITH THE GROUND.  NOTE-- BELIEVED TO BE COVERED BY MUD AND SILT.
 AW0528
 AW0528                          STATION RECOVERY (1964)
 AW0528
 AW0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0528'MARK NOT FOUND.
 AW0528
 AW0528                          STATION RECOVERY (1978)
 AW0528
 AW0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0528'NOT RECOVERED IN 1964, NOT RECOVERED THIS DATE.
 AW0528
 AW0528                          STATION RECOVERY (1999)
 AW0528
 AW0528'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0528'MARK NOT FOUND.
 AW0528
 AW0528                          STATION RECOVERY (2005)
 AW0528
 AW0528'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0528'LOTS OF SANDY SPOIL HAS BEEN PUMPED INTO THE AREA. THIS COULD NOT BE
 AW0528'FOUND. NO WITNESS POST FOUND.
 AW0528' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0525 ***********************************************************************
 AW0525  DESIGNATION -  O USE
 AW0525  PID         -  AW0525
 AW0525  STATE/COUNTY-  TX/GALVESTON
 AW0525  USGS QUAD   -  GALVESTON (1994)
 AW0525
 AW0525                         *CURRENT SURVEY CONTROL
 AW0525  ___________________________________________________________________
 AW0525* NAD 83(1993)-  29 21 12.05501(N)    094 49 27.36867(W)     ADJUSTED  
 AW0525* NAVD 88     -         0.71   (+/-2cm)       2.3    (feet)  VERTCON   
 AW0525  ___________________________________________________________________
 AW0525  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AW0525  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW0525
 AW0525  HORZ ORDER  -  THIRD
 AW0525  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0525
 AW0525.The horizontal coordinates were established by classical geodetic methods
 AW0525.and adjusted by the National Geodetic Survey in February 1996..
 AW0525
 AW0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0525.The vertical order pertains to the NGVD 29 superseded value.
 AW0525
 AW0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0525
 AW0525.The geoid height was determined by GEOID03.
 AW0525
 AW0525;                    North         East     Units Scale Factor Converg.
 AW0525;SPC TXSC     - 4,175,694.991 1,005,345.595   MT  0.99986330   +2 02 44.7
 AW0525;SPC TXSC     -13,699,759.32  3,298,371.34   sFT  0.99986330   +2 02 44.7
 AW0525;UTM  15      - 3,248,516.927   322,908.325   MT  0.99998699   -0 53 40.1
 AW0525
 AW0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0525!SPC TXSC     -   1.00000408  x   0.99986330  =   0.99986738
 AW0525!UTM  15      -   1.00000408  x   0.99998699  =   0.99999107
 AW0525
 AW0525:                Primary Azimuth Mark                     Grid Az
 AW0525:SPC TXSC     -  HOUSTON SHIP CHAN LT 36                  359 04 22.5
 AW0525:UTM  15      -  HOUSTON SHIP CHAN LT 36                  002 00 47.3
 AW0525
 AW0525|---------------------------------------------------------------------|
 AW0525| PID    Reference Object                     Distance      Geod. Az  |
 AW0525|                                                           dddmmss.s |
 AW0525| AW5863 HOUSTON SHIP CHAN LT 36             APPROX. 6.4 KM 0010707.2 |
 AW0525| AW5909 TX CITY CUT B OUT RG F LT 1963      APPROX. 1.5 KM 0034658.9 |
 AW0525| AW5858 HOUSTON SHIP CHAN LT 31             APPROX. 4.1 KM 0125605.5 |
 AW0525| AW5826 HOUSTON SHIP CHAN LT 30             APPROX. 4.3 KM 0152801.9 |
 AW0525| AW5820 HOUSTON SHIP CHAN ENT RNG R LT      APPROX. 2.9 KM 0241629.9 |
 AW0525| AW5906 HOUSTON SHIP CHAN ENT RNG F LT      APPROX. 2.7 KM 0331910.4 |
 AW0525| AW5912 TX CITY CHAN CUT B OUT RG R LT      APPROX. 1.6 KM 0341326.0 |
 AW0525| AW5888 BOLIVAR PENINSULA LIGHT 26          APPROX. 4.6 KM 0583759.0 |
 AW0525| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 5.8 KM 0750026.3 |
 AW0525| AW5882 GALVESTON FREEPORT CHAN LT 7A       APPROX. 1.2 KM 0912010.7 |
 AW0525| AW5907 GALVESTON FREEPORT CHAN LT 9        APPROX. 0.9 KM 1091508.8 |
 AW0525| AW5898 BOLIVAR ROADS INNER RNG R LT        APPROX. 4.6 KM 1180706.2 |
 AW0525| AW5887 GALVESTON FREEPORT CHAN LT 11       APPROX. 0.8 KM 1615600.6 |
 AW0525| AW5988 GALVESTON FREEPORT RNG B FT LT      APPROX. 7.2 KM 2264719.1 |
 AW0525| AW5976 GALVESTON FREEPORT RNG B R LT       APPROX. 7.7 KM 2305356.4 |
 AW0525| AW5947 O USE 1900 OFFSET                     2.117 METERS 27212     |
 AW0525| AW6030 TX CTY CH CT B IN R LT              APPROX. 7.5 KM 2964936.1 |
 AW0525| AW5839 HOUSTON SHIP CHAN LT 44             APPROX.11.0 KM 3502609.1 |
 AW0525|---------------------------------------------------------------------|
 AW0525
 AW0525                          SUPERSEDED SURVEY CONTROL
 AW0525
 AW0525  NAD 83(1986)-  29 21 12.07022(N)    094 49 27.34936(W) AD(       ) 3
 AW0525  NAD 27      -  29 21 11.22332(N)    094 49 26.64131(W) AD(       ) 3
 AW0525  NGVD 29 (??/??/92)    0.70   (m)            2.3    (f) COMPUTED    1 2
 AW0525
 AW0525.Superseded values are not recommended for survey control.
 AW0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0525.See file dsdata.txt to determine how the superseded data were derived.
 AW0525
 AW0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2290848517(NAD 83)
 AW0525_MARKER: P = PIPE CAP
 AW0525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0525_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0525
 AW0525  HISTORY     - Date     Condition        Report By
 AW0525  HISTORY     - UNK      MONUMENTED       USE
 AW0525  HISTORY     - 1933     GOOD             CGS
 AW0525  HISTORY     - 1947     GOOD             CGS
 AW0525  HISTORY     - 1960     GOOD             CGS
 AW0525  HISTORY     - 1963     GOOD             CGS
 AW0525  HISTORY     - 1964     GOOD             NGS
 AW0525  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0525  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0525  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW0525
 AW0525                          STATION DESCRIPTION
 AW0525
 AW0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW0525'ABOUT 3 MILES WNW OF THE U.S. QUARANTINE STATION ON THE
 AW0525'E EXTREMITY OF PELICAN ISLAND, ON THE W EXTREMITY OF THE
 AW0525'ISLAND, 53 METERS INLAND FROM THE N SHORE, AND 840 METERS
 AW0525'W OF MOST W COAST GUARD TELEPHONE POLE ON THE N SHORE.
 AW0525'
 AW0525'SURFACE MARK IS A CORPS OF ENGINEERS, U.S. ARMY, CAST-IRON
 AW0525'CAP (WITH CENTERING HOLE) IN THE TOP OF A 4-INCH TILE FILLED
 AW0525'WITH AND SET IN CONCRETE.  UNDERGROUND MARK IS A U.S.E.
 AW0525'STATION DISK 2 FEET BELOW THE GROUND.
 AW0525'
 AW0525'A 35-FOOT U.S.E. TRIPOD SIGNAL WAS STANDING OVER THE STATION.
 AW0525'
 AW0525'BEARINGS ARE AS FOLLOWS--TEXAS CITY SUGAR REFINERY STACK -
 AW0525'113.5 DEG, E EXTREMITY OF TEXAS CITY DIKE S 101 DEG W, BOLIVAR
 AW0525'POINT LIGHTHOUSE S 75 DEG W, AND ATCHISON, TOPEKA AND SANTA
 AW0525'FE RAILWAY BUILDING IN GALVESTON N 27 DEG W.
 AW0525
 AW0525                          STATION RECOVERY (1947)
 AW0525
 AW0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW0525'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 AW0525'35-FOOT TRIPOD IS IN PLACE.
 AW0525
 AW0525                          STATION RECOVERY (1960)
 AW0525
 AW0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW0525'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW0525'IS ADEQUATE.  THE STEEL TRIPOD IS STILL IN PLACE OVER THE
 AW0525'STATION.
 AW0525
 AW0525                          STATION RECOVERY (1963)
 AW0525
 AW0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW0525'STATION RECOVERED IN GOOD CONDITION.  THE STEEL TOWER HAS
 AW0525'BEEN TORN DOWN AND A TEMPORARY WOODEN OBSERVATION TOWER IS
 AW0525'STANDING OVER THE STATION.
 AW0525
 AW0525                          STATION RECOVERY (1964)
 AW0525
 AW0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0525'9.7 MI N FROM GALVESTON.
 AW0525'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0525'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE 1.3 MILES
 AW0525'NORTHEAST ALONG 51ST STREET, THENCE 1.35 MILES EAST ALONG A SHELL ROAD
 AW0525'LEADING TO THE TODD SHIPYARD, THENCE 0.3 MILE NORTHEAST THROUGH THE
 AW0525'SHIPYARD, THENCE 0.8 MILE NORTHEAST ALONG A DIM SHELL ROAD, THENCE 1.0
 AW0525'MILE NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 3.05 MILES WEST ALONG
 AW0525'THE NORTH SHORE OF PELICAN ISLAND, ABOUT 0.5 MILE NORTHWEST OF THE
 AW0525'INTRACOASTAL CANAL, DIRECTLY IN THE CENTER OF A FOUR-LEGGED WOODEN
 AW0525'STAND WHICH IS 19 FEET HIGH, 83 FEET SOUTH OF THE NORTH HIGH WATER
 AW0525'LINE OF THE ISLAND, AN IRON CAP ON THE TOP OF AN IRON PIPE WHICH IS
 AW0525'FLUSH WITH THE GROUND.
 AW0525
 AW0525                          STATION RECOVERY (1978)
 AW0525
 AW0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0525'NOT RECOVERED THIS DATE.
 AW0525
 AW0525                          STATION RECOVERY (1999)
 AW0525
 AW0525'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0525'MARK NOT FOUND.
 AW0525
 AW0525                          STATION RECOVERY (2005)
 AW0525
 AW0525'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0525'LOTS OF SANDY SPOIL HAS BEEN PUMPED INTO THE AREA. THIS COULD NOT BE
 AW0525'FOUND.
 AW0525' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0996 ***********************************************************************
 BL0996  DESIGNATION -  OAK
 BL0996  PID         -  BL0996
 BL0996  STATE/COUNTY-  TX/SAN JACINTO
 BL0996  USGS QUAD   -  OAKHURST (1972)
 BL0996
 BL0996                         *CURRENT SURVEY CONTROL
 BL0996  ___________________________________________________________________
 BL0996* NAD 83(1993)-  30 44 14.95798(N)    095 18 45.39121(W)     ADJUSTED  
 BL0996* NAVD 88     -       114.17   (+/-2cm)     374.6    (feet)  VERTCON   
 BL0996  ___________________________________________________________________
 BL0996  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BL0996  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL0996
 BL0996  HORZ ORDER  -  FIRST
 BL0996  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0996
 BL0996.The horizontal coordinates were established by classical geodetic methods
 BL0996.and adjusted by the National Geodetic Survey in February 1996..
 BL0996
 BL0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0996.The vertical order pertains to the NGVD 29 superseded value.
 BL0996
 BL0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0996
 BL0996.The geoid height was determined by GEOID03.
 BL0996
 BL0996;                    North         East     Units Scale Factor Converg.
 BL0996;SPC TX C     - 3,129,553.326 1,180,594.114   MT  0.99989229   +2 35 09.5
 BL0996;SPC TX C     -10,267,542.87  3,873,332.52   sFT  0.99989229   +2 35 09.5
 BL0996;UTM  15      - 3,402,794.179   278,592.967   MT  1.00020475   -1 10 56.9
 BL0996
 BL0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0996!SPC TX C     -   0.99998634  x   0.99989229  =   0.99987863
 BL0996!UTM  15      -   0.99998634  x   1.00020475  =   1.00019109
 BL0996
 BL0996|---------------------------------------------------------------------|
 BL0996| PID    Reference Object                     Distance      Geod. Az  |
 BL0996|                                                           dddmmss.s |
 BL0996| CV8947 OAK RM 1                             43.653 METERS 00405     |
 BL0996| CV8946 OAK AZ MK                                          1320024.9 |
 BL0996| CV8948 OAK RM 2                             37.232 METERS 15223     |
 BL0996|---------------------------------------------------------------------|
 BL0996
 BL0996                          SUPERSEDED SURVEY CONTROL
 BL0996
 BL0996  NAD 83(1986)-  30 44 14.96911(N)    095 18 45.37637(W) AD(       ) 1
 BL0996  NAD 27      -  30 44 14.28000(N)    095 18 44.59000(W) AD(       ) 1
 BL0996  NGVD 29 (??/??/92)  114.174  (m)          374.59   (f) ADJ UNCH    2 0
 BL0996
 BL0996.Superseded values are not recommended for survey control.
 BL0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0996.See file dsdata.txt to determine how the superseded data were derived.
 BL0996
 BL0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7859302794(NAD 83)
 BL0996_MARKER: DS = TRIANGULATION STATION DISK
 BL0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0996_STAMPING: OAK 1942
 BL0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0996+STABILITY: SURFACE MOTION
 BL0996
 BL0996  HISTORY     - Date     Condition        Report By
 BL0996  HISTORY     - 1942     MONUMENTED       CGS
 BL0996  HISTORY     - 1947     GOOD             NGS
 BL0996
 BL0996                          STATION DESCRIPTION
 BL0996
 BL0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL0996'STATION IS IN THE E EDGE OF THE VILLAGE OF OAKHURST, 0.1 MILE
 BL0996'ESE OF THE HIGH SCHOOL 61 FEET N OF A ROOFLESS LOG HOUSE, 58
 BL0996'FEET SW OF A FRAME HOUSE AND 18 FEET SSW OF A NARROW DIRT
 BL0996'ROAD.  MARK IS STAMPED OAK 1942, AND IS SET FLUSH WITH THE
 BL0996'GROUND.
 BL0996'
 BL0996'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BL0996'STANDARD BRONZE DISKS SET IN CONCRETE.
 BL0996'
 BL0996'REFERENCE MARK NO. 1 IS N BY E OF THE STATION, 100 FEET
 BL0996'N OF A NARROW DIRT ROAD, 45 FEET NW OF A GARAGE AND 1 FOOT S
 BL0996'OF A BOARD FENCE.  MARK IS STAMPED OAK NO. 1 1942, AND PROJECTS
 BL0996'4 INCHES.
 BL0996'
 BL0996'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 120 FEET SSW
 BL0996'OF THE FRAME HOUSE, 25 FEET S OF A GARDEN FENCE CORNER AND
 BL0996'15 FEET NW OF THE GARDEN GATE.  MARK IS STAMPED OAK NO. 2 1942,
 BL0996'AND PROJECTS 4 INCHES.
 BL0996'
 BL0996'AZIMUTH MARK IS SE OF THE STATION, 50 FEET SE OF A SMALL
 BL0996'POND 20 FEET S OF A NARROW DIRT ROAD, 15 FEET N OF A LARGE
 BL0996'CEMENT FLOOR (REMAINS OF A LARGE BRICK BUILDING) AND 4.5
 BL0996'FEET NW OF A WHITE REFERENCE POST.  MARK IS STAMPED OAK 1942,
 BL0996'AND PROJECTS 12 INCHES.
 BL0996'
 BL0996'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE GO SE ON
 BL0996'MAIN STREET FOR 0.4 MILE TO AN OLD STORE BUILDING OF THE
 BL0996'TEXAS LONG LEAF LUMBER COMPANY, TURN LEFT ON A NARROW WINDING
 BL0996'ROAD FOR 0.15 MILE TO THE REMAINS OF A LARGE BRICK BUILDING
 BL0996'AND THE MARK ON THE RIGHT.
 BL0996'
 BL0996'A 90-FOOT SIGNAL AT DODGE IS VISIBLE AT 64 FEET.
 BL0996'
 BL0996'A 90-FOOT SIGNAL AT KNIGHT IS VISIBLE AT 77 FEET.
 BL0996'
 BL0996'A 90-FOOT SIGNAL AT MC DUFFIE IS VISIBLE AT 64 FEET.
 BL0996'
 BL0996'A 90-FOOT SIGNAL AT WILLOW IS VISIBLE AT 77 FEET.
 BL0996'
 BL0996'A 90-FOOT SIGNAL AT PHELPS IS VISIBLE AT 77 FEET.
 BL0996
 BL0996                          STATION RECOVERY (1947)
 BL0996
 BL0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL0996'IN OAKHURST.
 BL0996'120 YARDS NORTH ALONG A GRADED DIRT STREET FROM THE POST OFFICE AT
 BL0996'OAKHURST, THENCE 0.15 MILE NORTHEAST ALONG A GRADED DIRT STREET, 144.0
 BL0996'FEET SOUTH OF OAK R.M. 1, 122.0 FEET NORTHWEST OF OAK R.M. 2, 98.0
 BL0996'FEET NORTHWEST OF A FENCE CORNER, 63.1 FEET WEST OF THE SOUTH CORNER
 BL0996'OF A FRAME HOUSE, 26.0 FEET SOUTHWEST OF AND 1.0 FOOT HIGHER THAN THE
 BL0996'CENTER LINE OF THE ROAD, 22.0 FEET NORTH OF AN 18 INCH OAK TREE, SET
 BL0996'IN THE TOP OF A CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE OF THE
 BL0996'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2102 ***********************************************************************
 AN2102  DESIGNATION -  OAK
 AN2102  PID         -  AN2102
 AN2102  STATE/COUNTY-  TX/ARANSAS
 AN2102  USGS QUAD   -  ROCKPORT (1979)
 AN2102
 AN2102                         *CURRENT SURVEY CONTROL
 AN2102  ___________________________________________________________________
 AN2102* NAD 83(1993)-  28 04 46.63052(N)    097 02 13.36967(W)     ADJUSTED  
 AN2102* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AN2102  ___________________________________________________________________
 AN2102  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AN2102  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN2102
 AN2102  HORZ ORDER  -  SECOND
 AN2102
 AN2102.The horizontal coordinates were established by classical geodetic methods
 AN2102.and adjusted by the National Geodetic Survey in February 1996..
 AN2102
 AN2102.The orthometric height was scaled from a topographic map.
 AN2102
 AN2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2102
 AN2102.The geoid height was determined by GEOID03.
 AN2102
 AN2102;                    North         East     Units Scale Factor Converg.
 AN2102;SPC TXSC     - 4,028,916.542   792,948.039   MT  1.00010102   +0 57 42.0
 AN2102;SPC TXSC     -13,218,203.69  2,601,530.36   sFT  1.00010102   +0 57 42.0
 AN2102;UTM  14      - 3,107,577.900   692,881.598   MT  1.00005920   +0 55 27.3
 AN2102
 AN2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2102!SPC TXSC     -   1.00000220  x   1.00010102  =   1.00010322
 AN2102!UTM  14      -   1.00000220  x   1.00005920  =   1.00006140
 AN2102
 AN2102|---------------------------------------------------------------------|
 AN2102| PID    Reference Object                     Distance      Geod. Az  |
 AN2102|                                                           dddmmss.s |
 AN2102| CV4964 OAK RM 1                             12.750 METERS 03225     |
 AN2102| AN2319 LAMAR RESET                         APPROX. 7.6 KM 0352614.6 |
 AN2102| CV4965 OAK RM 2                             16.530 METERS 28157     |
 AN2102|---------------------------------------------------------------------|
 AN2102
 AN2102                          SUPERSEDED SURVEY CONTROL
 AN2102
 AN2102  NAD 83(1986)-  28 04 46.63754(N)    097 02 13.34982(W) AD(       ) 2
 AN2102  NAD 27      -  28 04 45.58400(N)    097 02 12.38600(W) AD(       ) 2
 AN2102
 AN2102.Superseded values are not recommended for survey control.
 AN2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2102.See file dsdata.txt to determine how the superseded data were derived.
 AN2102
 AN2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9288207578(NAD 83)
 AN2102_MARKER: DS = TRIANGULATION STATION DISK
 AN2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2102
 AN2102  HISTORY     - Date     Condition        Report By
 AN2102  HISTORY     - 1911     MONUMENTED       CGS
 AN2102  HISTORY     - 1931     GOOD             CGS
 AN2102  HISTORY     - 1934     GOOD             CGS
 AN2102  HISTORY     - 1938     GOOD             CGS
 AN2102  HISTORY     - 1942     GOOD             CGS
 AN2102  HISTORY     - 1949     GOOD             CGS
 AN2102  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AN2102  HISTORY     - 1969     GOOD             CGS
 AN2102  HISTORY     - 1977     MARK NOT FOUND   NGS
 AN2102
 AN2102                          STATION DESCRIPTION
 AN2102
 AN2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JCG)
 AN2102'ABOUT 4 MILES N OF ROCKPORT, 1-1/2 MILES N OF THE OLD FULTON
 AN2102'MANSION, ON THE W SHORE OF ARANSAS BAY, ON THE HIGHEST POINT
 AN2102'OF LOOKOUT HILL, THE HIGHEST DUNE IN THE VICINITY.  DUNE
 AN2102'IS COVERED WITH SCRUB BRUSH.
 AN2102'
 AN2102'MARKED UNDERGROUND BY BOTTLE (OR SPIKE) SET IN CONCRETE AND
 AN2102'AT SURFACE BY STANDARD DISK STATION MARK IN CONCRETE POST,
 AN2102'2 FEET IN DIAMETER AND 2-1/2 FEET DEEP.
 AN2102'
 AN2102'REFERENCE MARK NO. 1 IS BOTTLE SET IN CONCRETE 2-1/2 FEET
 AN2102'BELOW SURFACE, AND ABOVE IT ANOTHER BOTTLE SET IN CONCRETE
 AN2102'POST ABOUT 18 INCHES IN DIAMETER.  IT IS APPROXIMATELY 8 FEET
 AN2102'LOWER THAN THE STATION MARK, ON SE SLOPE OF HILL, 2 METERS
 AN2102'(7 FEET) NW OF SMALL LIVE OAK TREE, AND 14.11 METERS (46.3 FEET)
 AN2102'FROM STATION S 40 DEG 08 MIN E.
 AN2102'
 AN2102'REFERENCE MARK NO. 2 IS BOTTLE SET IN CONCRETE 2-1/2 FEET
 AN2102'BELOW SURFACE, AND ABOVE IT A STANDARD REFERENCE DISK IN
 AN2102'CONCRETE POST.  IT IS ON W SLOPE OF HILL 10 FEET BELOW CREST,
 AN2102'AND 21.97 METERS (72.1 FEET) FROM STATION S 80 DEG 59 MIN W.
 AN2102'
 AN2102'REACHED BY SHELL ROAD WHICH LEADS TO LIVE OAK POINT, 4.3
 AN2102'MILES N FROM ROCKPORT TO POINT OPPOSITE STATION.  THIS POINT
 AN2102'IS OPPOSITE 4 PICKETS IN BAY CONNECTED BY BOARDS AT THEIR
 AN2102'TOPS, AND IS 80 YARDS N OF A BOAT DOCK.  THERE IS A SMALL
 AN2102'RECESS IN BANK W OF ROAD.  STATION IS ABOUT 50 YARDS W OF ROAD,
 AN2102'AND ABOUT 30 FEET HIGHER.
 AN2102
 AN2102                          STATION RECOVERY (1931)
 AN2102
 AN2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AN2102'IN 1931 STATION MARK RECOVERED, BUT REFERENCE MARKS
 AN2102'NOT FOUND, PROBABLY BEING COVERED WITH SAND.
 AN2102
 AN2102                          STATION RECOVERY (1934)
 AN2102
 AN2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2102'STATION IS 4 MILES N FROM ROCKPORT ON THE W SHORE OF ARANSAS
 AN2102'BAY ON TOP OF A 30-FOOT SAND HILL JUST N OF A SMALL SUMMER
 AN2102'COLONY KNOWN AS FOUR-SEASONS BEACH.  IT IS 50 METERS W FROM
 AN2102'BAYSHORE AND 200 METERS E FROM HIGHWAY 35.
 AN2102'
 AN2102'TWO NEW REFERENCE MARKS STANDARD BRONZE DISKS SET IN CONCRETE,
 AN2102'WERE ESTABLISHED.
 AN2102'
 AN2102'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION.
 AN2102'COURTHOUSE ROCKPORT, 186 DEG.  OLD FULTON MANSION, 163 DEG,
 AN2102'CHIMNEY ON HOUSE, 2 MILES, 5 DEG.
 AN2102
 AN2102                          STATION RECOVERY (1938)
 AN2102
 AN2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (JMF)
 AN2102'STATION LOCATED AND USED.  IT IS IN GOOD SOUND CONDITION.
 AN2102
 AN2102                          STATION RECOVERY (1942)
 AN2102
 AN2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WBS)
 AN2102'DESCRIPTION GOOD.  NO SEARCH WAS MADE FOR REFERENCE MONUMENTS.
 AN2102
 AN2102                          STATION RECOVERY (1949)
 AN2102
 AN2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN2102'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AN2102'IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--COLONY KNOWN AS
 AN2102'FOUR SEASONS BEACH REFERRED TO IN RECOVERY NOTES OF 1934 NO
 AN2102'LONGER EXISTS.
 AN2102'
 AN2102'ONLY ONE REFERENCE MARK WAS FOUND.  A BOTTLE SET IN CONCRETE
 AN2102'ON SE SLOPE OF HILL 14.11 METERS FROM STATION.
 AN2102'
 AN2102'R.M.S 1 AND 2 THAT WERE SET IN 1934 WERE NOT FOUND.  THE AREA
 AN2102'TO THE W OF THE STATION NOW HAS BEEN CLEARED AND R.M. 2, 1934,
 AN2102'MAY HAVE BEEN DESTROYED.
 AN2102'
 AN2102'STATION MARK IS SET IN CONCRETE 2 FEET IN DIAMETER, PROJECTING
 AN2102'4 INCHES ABOVE GROUND, AND STAMPED OAK 1911 1931 34.
 AN2102
 AN2102                          STATION RECOVERY (1961)
 AN2102
 AN2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 AN2102'THIS STATION AND AND 2 REFERENCE MARKS WERE RECOVERED IN GOOD
 AN2102'CONDITION AS DESCRIBED BY F.L.G., 1931.
 AN2102'
 AN2102'OAK 2 1961 WAS SET 203.680 FT. WEST, NORTHWEST ALONG THE
 AN2102'SOUTH SIDE OF THE BLACKTOP ROAD TO PRESERVE THE CONTROL OF
 AN2102'THE AREA IN CASE OAK 1911 IS DESTROYED BY THE PROPERTY OWNER.
 AN2102
 AN2102                          STATION RECOVERY (1969)
 AN2102
 AN2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2102'THE STATION AND REFERENCE MARKS NO. 1 1911, NO. 1 1934 AND
 AN2102'NO. 2 1934 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 AN2102'
 AN2102'THE STATION IS ON TOP OF THE HIGHEST DUNE IN THE VICINITY,
 AN2102'66 FEET NORTH-NORTHEAST OF A WIRE FENCE, 65 FEET SOUTH-SOUTHWEST
 AN2102'OF A WIRE FENCE AND 52-1/2 FEET EAST-NORTHEAST OF A WITNESS
 AN2102'POST.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK
 AN2102'IS STAMPED OAK 1911 1931 34.
 AN2102'
 AN2102'REFERENCE MARK NO. 1 1911 WAS RECOVERED ABOUT AS DESCRIBED
 AN2102'IN THE 1931 RECOVERY NOTE.  IT IS 2-1/2 FEET NORTHWEST OF
 AN2102'A 12-INCH LIVEOAK TREE, 36 FEET NORTH-NORTHEAST OF A WIRE
 AN2102'FENCE AND IS FLUSH WITH THE GROUND.
 AN2102'
 AN2102'REFERENCE MARK NO. 1 1934 IS 12.75 METERS NORTHEAST OF THE
 AN2102'STATION AND 24-1/2 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT
 AN2102'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED OAK NO. 1 1934.
 AN2102'
 AN2102'REFERENCE MARK NO. 2 IS 16.53 METERS WEST-SOUTHWEST OF THE
 AN2102'STATION, AND 2 FEET SOUTH OF A WITNESS
 AN2102'POST.  THE MONUMENT IS 6 INCHES BELOW GROUND SURFACE AND THE
 AN2102'DISK IS STAMPED OAK NO. 2 1934.
 AN2102'
 AN2102'THE PROPERTY IS OWNED BY MR. AND MRS. ROBERT E. MC BRIDE.
 AN2102'THE MC BRIDES ARE VERY COOPERATIVE BUT PERMISSION MUST BE
 AN2102'OBTAINED BEFORE ENTERING THEIR PROPERTY.  FOR PERMISSION
 AN2102'TO ENTER THE PROPERTY, ADDRESS LETTER TO--MRS. ROBERT E. MC BRIDE,
 AN2102'P.O. BOX 726, ROCKPORT, TEXAS 78382.
 AN2102'
 AN2102'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 AN2102'WITH BUSINESS ROUTE 35 IN THE NORTH EDGE OF ROCKPORT, GO
 AN2102'NORTHERLY ON HIGHWAY 35 FOR 3.6 MILES TO A SIDE ROAD RIGHT.
 AN2102'TURN RIGHT AND GO EAST ON BAY ROAD FOR 0.1 MILE TO A METAL
 AN2102'GATE ON THE RIGHT AND THE STATION AHEAD ON A HIGH DUNE ON THE
 AN2102'RIGHT.
 AN2102'
 AN2102'NOTE--MR. MC BRIDE STATED THAT HE INTENDS TO BUILD A HOUSE
 AN2102'ON THE EAST SIDE OF THE DUNE, BUT THE STATION WILL BE LEFT
 AN2102'IN PLACE.
 AN2102'
 AN2102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AN2102'NORTH OF ROCKPORT
 AN2102
 AN2102                          STATION RECOVERY (1977)
 AN2102
 AN2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2102'STATION, REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 AN2102'THE 1969 RECOVERY NOTE IS ADEQUATE.  NO HOUSE HAS BEEN BUILT IN THE
 AN2102'AREA AT THE TIME THIS STATION WAS VISITED.
 AN2102'
 AN2102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 AN2102'N OF ROCKPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1284 ***********************************************************************
 DN1284  DESIGNATION -  OAK
 DN1284  PID         -  DN1284
 DN1284  STATE/COUNTY-  TX/COOKE
 DN1284  USGS QUAD   -  CALLISBURG (1978)
 DN1284
 DN1284                         *CURRENT SURVEY CONTROL
 DN1284  ___________________________________________________________________
 DN1284* NAD 83(1993)-  33 37 36.41794(N)    097 03 13.03338(W)     ADJUSTED  
 DN1284* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 DN1284  ___________________________________________________________________
 DN1284  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DN1284  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN1284
 DN1284  HORZ ORDER  -  SECOND
 DN1284
 DN1284.The horizontal coordinates were established by classical geodetic methods
 DN1284.and adjusted by the National Geodetic Survey in February 1996..
 DN1284
 DN1284.The orthometric height was scaled from a topographic map.
 DN1284
 DN1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1284
 DN1284.The geoid height was determined by GEOID03.
 DN1284
 DN1284;                    North         East     Units Scale Factor Converg.
 DN1284;SPC TXNC     - 2,218,285.402   734,190.428   MT  0.99992288   +0 47 19.9
 DN1284;SPC TXNC     - 7,277,824.69  2,408,756.43   sFT  0.99992288   +0 47 19.9
 DN1284;UTM  14      - 3,722,474.226   680,539.741   MT  1.00000185   +1 04 41.4
 DN1284
 DN1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1284!SPC TXNC     -   0.99995862  x   0.99992288  =   0.99988150
 DN1284!UTM  14      -   0.99995862  x   1.00000185  =   0.99996047
 DN1284
 DN1284|---------------------------------------------------------------------|
 DN1284| PID    Reference Object                     Distance      Geod. Az  |
 DN1284|                                                           dddmmss.s |
 DN1284| CY2697 OAK RM 1                             35.734 METERS 09618     |
 DN1284| CY2698 OAK RM 2                             21.812 METERS 18343     |
 DN1284| CY2693 OAK AZ MK                                          2464455.8 |
 DN1284|---------------------------------------------------------------------|
 DN1284
 DN1284                          SUPERSEDED SURVEY CONTROL
 DN1284
 DN1284  NAD 83(1993)-  33 37 36.41875(N)    097 03 13.03083(W) AD(       ) 2
 DN1284  NAD 83(1986)-  33 37 36.42327(N)    097 03 13.02317(W) AD(       ) 2
 DN1284  NAD 27      -  33 37 36.03590(N)    097 03 11.99180(W) AD(       ) 2
 DN1284
 DN1284.Superseded values are not recommended for survey control.
 DN1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1284.See file dsdata.txt to determine how the superseded data were derived.
 DN1284
 DN1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8054022474(NAD 83)
 DN1284_MARKER: DS = TRIANGULATION STATION DISK
 DN1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1284+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DN1284
 DN1284  HISTORY     - Date     Condition        Report By
 DN1284  HISTORY     - 1955     MONUMENTED       CGS
 DN1284  HISTORY     - 1957     GOOD             CGS
 DN1284  HISTORY     - 19950603 GOOD             USPSQD
 DN1284  HISTORY     - 20040416 GOOD             INDIV
 DN1284  HISTORY     - 20051112 GOOD             USPSQD
 DN1284
 DN1284                          STATION DESCRIPTION
 DN1284
 DN1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1284'THE STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF WHITESBORO,
 DN1284'AND 5 MILES EAST OF GAINESVILLE.  IT IS ON THE PROPERTY OF
 DN1284'MR. FRANK PACLIC.  HIS FARM HOME IS ABOUT 0.1 MILE WEST
 DN1284'OF THE STATION SITE.  MR. PACLIC GRANTED PERMISSION FOR THE
 DN1284'STATION.  THE STATION IS 40 FEET NORTH OF A GRADED SANDY
 DN1284'ROAD, 26-1/2 FEET NORTHWEST OF A T FENCE CORNER, AND 23
 DN1284'FEET NORTH OF A FENCELINE AND WITNESS POST, 16 FEET WEST
 DN1284'OF A NORTH-WEST FENCELINE.  IT IS STAMPED OAK 1955 AND IT IS
 DN1284'SET 10 INCHES BELOW THE SURFACE OF THE GROUND.
 DN1284'
 DN1284'REFERENCE MARK NO. 1 IS 19-1/2 FEET NORTH OF THE CENTER OF
 DN1284'A GRADED SANDY ROAD, AND 1 FOOT NORTH OF A EAST-WEST FENCELINE.
 DN1284'IT IS STAMPED OAK NO 1 1955 AND IT PROJECTS 4 INCHES.
 DN1284'
 DN1284'REFERENCE MARK NO. 2 IS 32-1/2 FEET SOUTH OF THE CENTER OF
 DN1284'A GRADED SANDY ROAD, AND 1 FOOT NORTH OF A EAST-WEST FENCELINE.
 DN1284'IT IS STAMPED OAK NO 2 1955 AND IT PROJECTS 6 INCHES.
 DN1284'
 DN1284'AZIMUTH MARK IS 30-1/2 FEET NORTH OF THE CENTER OF A GRADED
 DN1284'SANDY ROAD, 30 FEET EAST OF THE CENTER OF A DRIVEWAY TO A
 DN1284'FARM HOUSE, 10 FEET NORTH OF A FENCE CORNER, 4 FEET NORTH
 DN1284'OF A WITNESS POST, AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.
 DN1284'IT IS STAMPED OAK 1955 AND IT IS SET FLUSH WITH THE GROUND
 DN1284'SURFACE.
 DN1284'
 DN1284'TO REACH FROM THE POST OFFICE IN GAINESVILLE, GO EAST NORTH
 DN1284'AND EAST ON HIGHWAY U.S. 82 TOWARDS WHITESBORO FOR 5.3 MILES
 DN1284'TO A CROSSROADS, AND SIGN ON THE RIGHT( TABERNACLE BAPTIST
 DN1284'CHURCH, 1 MILE) TURN RIGHT AND GO SOUTH ON A GRADED SANDY
 DN1284'ROAD FOR 1.65 MILE TO A T ROAD LEFT, TURN LEFT AND GO EAST
 DN1284'FOR 0.25 MILE TO A FARM HOME AND AZIMUTH MARK ON THE LEFT.
 DN1284'(AS DESCRIBED) CONTINUE EAST, NORTH AND EAST ON MAIN TRAVELED
 DN1284'GRADED ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT (AS
 DN1284'DESCRIBED).
 DN1284'
 DN1284'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 DN1284
 DN1284                          STATION RECOVERY (1957)
 DN1284
 DN1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1284'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1284'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1284'TO STATION SITE ARE CORRECT.
 DN1284
 DN1284                          STATION RECOVERY (1995)
 DN1284
 DN1284'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1284'RECOVERED IN GOOD CONDITION.
 DN1284
 DN1284                          STATION RECOVERY (2004)
 DN1284
 DN1284'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (IJS)
 DN1284'RECOVERED AS DESCRIBED.
 DN1284
 DN1284                          STATION RECOVERY (2005)
 DN1284
 DN1284'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 DN1284'RM 1 NOT FOUND, RM 2  AND AZ BOTH FOUND GOOD. SANDY ROAD IS CR 178.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0436 ***********************************************************************
 BQ0436  DESIGNATION -  OAK
 BQ0436  PID         -  BQ0436
 BQ0436  STATE/COUNTY-  TX/PRESIDIO
 BQ0436  USGS QUAD   -  OAK HILLS SOUTH (1993)
 BQ0436
 BQ0436                         *CURRENT SURVEY CONTROL
 BQ0436  ___________________________________________________________________
 BQ0436* NAD 83(1993)-  30 13 23.99238(N)    104 19 07.40229(W)     ADJUSTED  
 BQ0436* NAVD 88     -      1662.     (meters)    5453.     (feet)  SCALED    
 BQ0436  ___________________________________________________________________
 BQ0436  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 BQ0436  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BQ0436
 BQ0436  HORZ ORDER  -  SECOND
 BQ0436
 BQ0436.The horizontal coordinates were established by classical geodetic methods
 BQ0436.and adjusted by the National Geodetic Survey in February 1996..
 BQ0436
 BQ0436.The orthometric height was scaled from a topographic map.
 BQ0436
 BQ0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0436
 BQ0436.The geoid height was determined by GEOID03.
 BQ0436
 BQ0436;                    North         East     Units Scale Factor Converg.
 BQ0436;SPC TXSC     - 4,276,526.076    88,154.263   MT  0.99998322   -2 36 20.6
 BQ0436;SPC TXSC     -14,030,569.30    289,219.44   sFT  0.99998322   -2 36 20.6
 BQ0436;UTM  13      - 3,343,728.889   565,560.746   MT  0.99965303   +0 20 34.6
 BQ0436
 BQ0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0436!SPC TXSC     -   0.99974256  x   0.99998322  =   0.99972578
 BQ0436!UTM  13      -   0.99974256  x   0.99965303  =   0.99939568
 BQ0436
 BQ0436|---------------------------------------------------------------------|
 BQ0436| PID    Reference Object                     Distance      Geod. Az  |
 BQ0436|                                                           dddmmss.s |
 BQ0436| CH9184 OAK RM 1                             13.001 METERS 01457     |
 BQ0436| CH9185 OAK RM 2                              9.710 METERS 16332     |
 BQ0436| CH9183 OAK AZ MK                                          2383522.4 |
 BQ0436|---------------------------------------------------------------------|
 BQ0436
 BQ0436                          SUPERSEDED SURVEY CONTROL
 BQ0436
 BQ0436  NAD 83(1986)-  30 13 23.98691(N)    104 19 07.40183(W) AD(       ) 2
 BQ0436  NAD 27      -  30 13 23.42600(N)    104 19 05.69300(W) AD(       ) 2
 BQ0436
 BQ0436.Superseded values are not recommended for survey control.
 BQ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0436.See file dsdata.txt to determine how the superseded data were derived.
 BQ0436
 BQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP6556143729(NAD 83)
 BQ0436_MARKER: DS = TRIANGULATION STATION DISK
 BQ0436_SETTING: 80 = SET IN A BOULDER
 BQ0436_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BQ0436
 BQ0436  HISTORY     - Date     Condition        Report By
 BQ0436  HISTORY     - 1942     MONUMENTED       CGS
 BQ0436  HISTORY     - 1950     GOOD             TSI
 BQ0436  HISTORY     - 1970     GOOD             USAF
 BQ0436
 BQ0436                          STATION DESCRIPTION
 BQ0436
 BQ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0436'STATION IS LOCATED ON THE SUMMIT OF A LOW GRASSY AND ROCKY
 BQ0436'HILL, THE SECOND ONE FROM THE W END OF THE RANGE OF LOW
 BQ0436'HILLS KNOWN AS THE OAK HILLS.  BY AIR LINE DISTANCES IT IS
 BQ0436'ABOUT 19 MILES SW OF MARFA, 26 MILES SSE OF VALENTINE, 29
 BQ0436'MILES N OF SHAFTER, AND 3 MILES NW OF THE FLETCHER RANCH.
 BQ0436'
 BQ0436'THE STATION IS ON THE HIGHEST PART OF THIS HILL, ABOUT 60
 BQ0436'YARDS W OF THE FENCE LINE.  IT IS MARKED BY A STANDARD DISK,
 BQ0436'STAMPED OAK 1942, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 BQ0436'IS FLUSH WITH THE GROUND.
 BQ0436'
 BQ0436'NO UNDERGROUND MARK WAS ESTABLISHED.
 BQ0436'
 BQ0436'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED OAK NO. 1
 BQ0436'1942, CEMENTED IN A DRILL HOLE IN A BOULDER, FLUSH WITH THE
 BQ0436'GROUND.
 BQ0436'
 BQ0436'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK, STAMPED
 BQ0436'OAK NO. 2 1942, CEMENTED IN A DRILL HOLE IN A BOULDER, AND
 BQ0436'PROJECTS 4 INCHES ABOVE THE GROUND.
 BQ0436'
 BQ0436'THE AZIMUTH MARK IS AT THE STATION, AT THE LOCATION INDICATED
 BQ0436'BELOW AND ABOUT 60 FEET SW OF THE TRACK ROAD.  IT IS A STANDARD
 BQ0436'AZIMUTH MARK DISK, STAMPED OAK 1942, CEMENTED IN A DRILL HOLE
 BQ0436'IN A BOULDER, AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 BQ0436'IT IS 3 FEET W OF A WHITE WITNESS POST.
 BQ0436'
 BQ0436'TO REACH FROM MARFA GO W ON U.S. HIGHWAY 90 FROM THE STOP
 BQ0436'LIGHT 0.6 MILE AND TURN LEFT OFF THE HIGHWAY AND GO S AND SW
 BQ0436'ON THE MAIN ROAD TOWARD RUIDOSA 18.1 MILES TO THE FLETCHER
 BQ0436'RANCH ON THE RIGHT.  THE RANCH HOUSE IS LARGE AND HAS A RED
 BQ0436'ROOF.  CONTINUE W ON THE MAIN ROAD 0.6 MILE AND TURN RIGHT
 BQ0436'THROUGH A GATE.  GO N AND NW AROUND A LOW HILL AND A WELL
 BQ0436'2.5 MILES TO A DIM TRACK ROAD TO THE RIGHT, JUST W OF AN EARTH
 BQ0436'TANK UNDER A ROCK BANK.  TAKE THIS RIGHT FORK AND GO N UP THE
 BQ0436'LOW VALLEY 0.7 MILE TO A GATE.  PASS THROUGH THIS GATE AND
 BQ0436'CONTINUE N 0.4 MILE.  (AZIMUTH MARK ON LEFT HERE.) HERE
 BQ0436'TURN SHARP RIGHT AND GO ALONG SIDE OF DRAW, ON RIGHT OF
 BQ0436'RIDGE, TO FENCE LINE, BEAR LEFT ALONG FENCE LINE 100 YARDS TO
 BQ0436'CREST OF HILL AND STATION.
 BQ0436
 BQ0436                          STATION RECOVERY (1950)
 BQ0436
 BQ0436'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1950
 BQ0436'$
 BQ0436'LETTER OF MR. ADAM C. REEDY, FIELD ENG. DEPT., EDGAR TOBIN AERIAL
 BQ0436'SURVEYS, SAN ANTONIO, TEXAS, DATED 5/20/50--
 BQ0436'
 BQ0436'ROAD 0.6 FROM FLETCHER RANCH CLOSED.  A NEW DESCRIPTION--FROM
 BQ0436'GATE ENTRANCE TO FLETCHERS RANCH (WHITE BUILDING WITH RED
 BQ0436'ROOF) CONTINUE SW ON ROAD TOWARD RUIDOSA ABOUT 1.2 MILES TO
 BQ0436'CATTLE GUARD ON RIGHT WITH SIGN (LAWHON AND THOMSON RANCH),
 BQ0436'TURN RIGHT (W) ON BLADED ROAD AND GO ABOUT 2 MILES TO CATTLE
 BQ0436'GUARD.  CROSS SAME AND CONTINUE ON BLADED ROAD ABOUT 1 MILE
 BQ0436'OR JUST OPPOSITE A LONE OAK TREE IN DRAW ALONGSIDE OF RIDGE
 BQ0436'ON WHICH STATION IS LOCATED AND TURN RIGHT AND DRIVE ACROSS
 BQ0436'COUNTRY TO ROCKY AREA OF RIDGE AND A FEW MINUTES WALK TO
 BQ0436'TOP OF RIDGE AND STATION MARK.
 BQ0436
 BQ0436                          STATION RECOVERY (1970)
 BQ0436
 BQ0436'RECOVERY NOTE BY US AIR FORCE 1970 (WHS)
 BQ0436'OAK 1942-MAIN MARKER-GOOD CONDITION
 BQ0436'
 BQ0436'OAK NO 1 1942-R.M. 1 - GOOD CONDITION
 BQ0436'
 BQ0436'OAK NO 2 1942-R.M. 2 - GOOD CONDITION
 BQ0436'
 BQ0436'ORIGINAL DESCRIPTION UNAVAILABE AT TIME OF RECOVERY.  STATION
 BQ0436'FOUND WITH VERBAL DESCRIPTION FROM USC AND GS OVER PHONE.
 BQ0436'
 BQ0436'MAIN MARK.  TRIANGULAR SHAPE MEASURING 18 IN BY 12
 BQ0436'IN AND PROJECTING 2 IN.  MAIN MARK IS APPROXIMATELY 160 FEET
 BQ0436'WEST OF A N/S FENCE LINE.
 BQ0436'
 BQ0436'R.M. 1.  PYRAMID SHAPE MEASURING 26 IN BY 14 IN
 BQ0436'AND PROJECTING 8 IN.
 BQ0436'
 BQ0436'R.M. 2.  RECTALINEAR SHAPE MEASURING 26 IN BY 6
 BQ0436'IN AND PROJECTING 3 IN.
 BQ0436'
 BQ0436'STATION OAK IS LOCATED 18 AIR MILES SW OF MARFA AND 15 MILES
 BQ0436'EAST OF THE SIERRA VIEJA MOUNTAINS AT THE SOUTH END OF A
 BQ0436'N/S RIDGE LINE IN AN AREA KNOWN AS OAK HILLS.
 BQ0436'
 BQ0436'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67,
 BQ0436'90 AND STATE HIGHWAY 17 IN MARFA, PROCEED WEST ALONG U.S.
 BQ0436'90 (SAN ANTONIO STREET) FOR 0.6 MILES TO THE INTERSECTION
 BQ0436'WITH A BLACK TOP ROAD (RANCH ROAD 2810).  TURN LEFT AND
 BQ0436'CONTINUE SOUTH AND WEST FOR 19.4 MILES TO A T INTERSECTION
 BQ0436'WITH A DIRT AND GRAVEL ROAD JUST PAST THE FLETCHER RANCH
 BQ0436'HOUSE.  TURN RIGHT (NW), CROSS CATTLE GUARD AND PROCEED FOR
 BQ0436'0.2 MILES TO A CATTLE GUARD, THEN 2.8 MILES TO ANOTHER CATTLE
 BQ0436'GUARD.  FROM THIS POINT, CONTINUE FOR 0.6 MILES TO CREST OF
 BQ0436'RIDGE.  TURN RIGHT (EAST) AND TRAVEL CROSS COUNTRY ALONG
 BQ0436'RIDGE LINE FOR APPROXIMATELY 400 YARDS.  DUE TO MANY LARGE
 BQ0436'ROCKS, VEHICLE TRAVEL ENDS HERE.  THE STATION IS ABOUT 200
 BQ0436'YARDS FROM THIS POINT ON THE HIGHEST PART OF THE N/S
 BQ0436'RIDGE LINE AT THE SOUTH END, 160 FEET WEST OF A FENCE
 BQ0436'LINE.  A LONE OAK TREE IS SOUTHWEST OF AND ABOUT 50 FEET
 BQ0436'BELOW THE STATION MARKER IN A DRAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0826 ***********************************************************************
 CV0826  DESIGNATION -  OAK
 CV0826  PID         -  CV0826
 CV0826  STATE/COUNTY-  TX/GAINES
 CV0826  USGS QUAD   -  PAYNES CORNER SE (1971)
 CV0826
 CV0826                         *CURRENT SURVEY CONTROL
 CV0826  ___________________________________________________________________
 CV0826* NAD 83(1993)-  32 32 57.76786(N)    102 51 04.50576(W)     ADJUSTED  
 CV0826* NAVD 88     -      1046.1    (meters)    3432.     (feet)  VERTCON   
 CV0826  ___________________________________________________________________
 CV0826  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 CV0826  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 CV0826
 CV0826  HORZ ORDER  -  FIRST
 CV0826
 CV0826.The horizontal coordinates were established by classical geodetic methods
 CV0826.and adjusted by the National Geodetic Survey in February 1996..
 CV0826
 CV0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0826
 CV0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0826
 CV0826.The geoid height was determined by GEOID03.
 CV0826
 CV0826;                    North         East     Units Scale Factor Converg.
 CV0826;SPC TXNC     - 2,106,346.501   191,460.367   MT  0.99991078   -2 22 23.3
 CV0826;SPC TXNC     - 6,910,571.81    628,149.55   sFT  0.99991078   -2 22 23.3
 CV0826;UTM  13      - 3,603,369.064   701,761.335   MT  1.00010200   +1 09 23.3
 CV0826
 CV0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0826!SPC TXNC     -   0.99983926  x   0.99991078  =   0.99975005
 CV0826!UTM  13      -   0.99983926  x   1.00010200  =   0.99994124
 CV0826
 CV0826|---------------------------------------------------------------------|
 CV0826| PID    Reference Object                     Distance      Geod. Az  |
 CV0826|                                                           dddmmss.s |
 CV0826| CH9181 OAK RM 1                             45.503 METERS 03134     |
 CV0826| CH9179 OAK AZ MK                                          0325753.2 |
 CV0826| CH9180 OAK AZ MK 2                                        27131     |
 CV0826| CH9182 OAK RM 2                             31.851 METERS 28649     |
 CV0826|---------------------------------------------------------------------|
 CV0826
 CV0826                          SUPERSEDED SURVEY CONTROL
 CV0826
 CV0826  NAD 83(1993)-  32 32 57.76871(N)    102 51 04.50243(W) AD(       ) 1
 CV0826  NAD 83(1986)-  32 32 57.77140(N)    102 51 04.50111(W) AD(       ) 1
 CV0826  NAD 27      -  32 32 57.39800(N)    102 51 02.81700(W) AD(       ) 1
 CV0826  NGVD 29 (07/19/86) 1045.8    (m)         3431.     (f) VERT ANG       
 CV0826
 CV0826.Superseded values are not recommended for survey control.
 CV0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0826.See file dsdata.txt to determine how the superseded data were derived.
 CV0826
 CV0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS0176103369(NAD 83)
 CV0826_MARKER: DS = TRIANGULATION STATION DISK
 CV0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0826
 CV0826  HISTORY     - Date     Condition        Report By
 CV0826  HISTORY     - 1935     MONUMENTED       CGS
 CV0826  HISTORY     - 1938     GOOD             TXHD
 CV0826  HISTORY     - 1938     GOOD             TXGS
 CV0826  HISTORY     - 1942     GOOD             LOCENG
 CV0826  HISTORY     - 1947     GOOD             PHILIP
 CV0826  HISTORY     - 1961     GOOD             LOCSUR
 CV0826  HISTORY     - 1968     GOOD             CGS
 CV0826  HISTORY     - 1969     GOOD             CGS
 CV0826  HISTORY     - 1970     GOOD             USGS
 CV0826
 CV0826                          STATION DESCRIPTION
 CV0826
 CV0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0826'THIS STATION IS ABOUT 18 MILES SW OF SEMINOLE, TEXAS, 1.0
 CV0826'MILE N OF GAINES-ANDREWS COUNTY LINE, 14 MILE W OF STATE
 CV0826'HIGHWAY 51, ON A HIGH SAND RIDGE IN A GROUP OF PROMINENT
 CV0826'HUMMOCKS, 0.6 MILE AND 202 DEG MAGNETIC FROM TWO WINDMILLS
 CV0826'IN A SMALL GROUP OF TREES, 2 MILES AND 100 DEG MAGNETIC FROM
 CV0826'A RANCH HOUSE WITH HIGH TREES, IN FLAT, BARE, AREA SURROUNDED
 CV0826'BY BRUSH-COVERED DUNES WHICH ARE A FEW FEET HIGHER THAN THE
 CV0826'STATION.  THE MARK PROJECTS 4 INCHES.
 CV0826'
 CV0826'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0826'BRONZE DISKS SET IN CONCRETE.
 CV0826'
 CV0826'REFERENCE MARK NO. 1 IS NNE OF THE STATION ON THE N SIDE OF A
 CV0826'LOW SAND RIDGE AND PROJECTS 6 INCHES.
 CV0826'
 CV0826'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND PROJECTS
 CV0826'6 INCHES.
 CV0826'
 CV0826'THE AZIMUTH MARK IS NNE OF THE STATION, 46.6 FEET N OF THE
 CV0826'MOST WESTERLY OF TWO WINDMILLS, 10 FEET S OF THE NW FENCE
 CV0826'CORNER OF THE CORRAL AROUND THE WINDMILLS, 2 FEET E OF THE
 CV0826'W CORRAL FENCE, AND PROJECTS 6 INCHES.
 CV0826'
 CV0826'THE STATION IS REACHED FROM SEMINOLE, TEXAS BY GOING S ON
 CV0826'STATE HIGHWAY 51 FOR 9.2 MILES.  LEAVE STATE HIGHWAY 51 WHERE
 CV0826'A FARM TELEPHONE LINE CROSSES THE HIGHWAY AND DRIVE W ON A
 CV0826'SECTION-LINE ROAD ALONG THE TELEPHONE LINE FOR 2.2 MILES,
 CV0826'THEN NW ON THE GRADED ROAD FOR 1.0 MILE TO THE RANCH BUIDLINGS
 CV0826'OF P.W. DALMONT, WITH TWO WINDMILS AND A RED TANK.  KEEP TO
 CV0826'THE N AROUND THE BUILDINGS AND GO W ON A PLAIN TRACK ROAD FOR
 CV0826'0.5 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 CV0826'WESTERLY 2.1 MILES.  PASS 100 YARDS SE OF A LONE WINDMILL
 CV0826'AND GO SOUTHWESTERLY 1.2 MILES.  WHERE A BLADED ROAD STARTS,
 CV0826'LEAVE THE MAIN ROAD, TAKE RIGHT FORK WESTERLY AND GO 1.1
 CV0826'MILES.  PASS 50 YARDS N OF A LONE WINDMILL AND A LARGE
 CV0826'TREE, THEN TAKE THE RIGHT FORK WESTERLY AND GO 0.9 MILE.
 CV0826'AT A BLADED CROSS ROAD GO W AND NW ON A TRACK ROAD FOR 0.8
 CV0826'MILE, PASSING THROUGH A FENCE AT 0.2 MILE, TO A WIRE GATE
 CV0826'100 YARDS W OF A LONE WINDMILL.  PASS THROUGH THE GATE AND
 CV0826'CONTINUE NORTHWESTERLY 0.5 MILE.  PASS TO THE N BETWEEN SOME
 CV0826'DESERTED SHACKS AND A WINDMILL AND THEN TAKE LEFT FORK
 CV0826'WESTERLY FOR 2.5 MILES ON A DIM ROAD, PASSING THROUGH
 CV0826'A WIRE GATE AT 0.3 MILE.  PASS TWO WINDMILLS IN A SMALL
 CV0826'GROVE OF TREES 1/4 MILE TO THE N AND CONTINUE W 0.5 MILE.
 CV0826'AT A POINT 0.3 MILE W OF A ROAD COMING IN FROM THE N LEAVE
 CV0826'THE TRACK ROAD AND DRIVE S 0.3 MILE ACROSS COUNTRY TO
 CV0826'SOME PROMINENT SAND DUNES AND THE STATION.
 CV0826'
 CV0826'ALL OBJECTS, EXCEPT STATIONS ROACH, EUBANK, DALMONT, UNDERWOOD
 CV0826'AND STATION WILSON AND THE AIRWAY BEACON, ARE VISIBLE FROM
 CV0826'THE GROUND.  IT WILL REQUIRE A 10-FOOT TOWER TO CLEAR THE
 CV0826'LINES TO STATIONS ROACH, EUBANK, DALMONT AND STATION WILSON.
 CV0826'A 30-FOOT STAND WILL CLEAR THE LINE TO STATION UNDERWOOD WITH
 CV0826'A 30-FOOT STAND AT STATION UNDERWOOD.  A 20-FOOT STAND WILL
 CV0826'CLEAR THE LINE TO THE AZIMUTH MARK.
 CV0826'
 CV0826'HEIGHT OF LIGHT ABOVE STATION MARK - 10.12 METERS.
 CV0826
 CV0826                          STATION RECOVERY (1938)
 CV0826
 CV0826'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0826'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0826'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.  DESCRIPTION IS
 CV0826'SATISFACTORY.
 CV0826
 CV0826                          STATION RECOVERY (1938)
 CV0826
 CV0826'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 CV0826'ROAD IS NOW BLADED FROM U.S. HIGHWAY 51 TO POINT WHERE ORIGINAL
 CV0826'DESCRIPTION ROAD, WHERE A BLADED ROAD STARTS, LEAVE MAIN ROAD,
 CV0826'TAKE RIGHT FORK WESTERLY AND GO 1.1 MILES, ETC.
 CV0826
 CV0826                          STATION RECOVERY (1942)
 CV0826
 CV0826'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 CV0826'AZIMUTH MARK IS INPLACE BUT LEANING BADLY.
 CV0826
 CV0826                          STATION RECOVERY (1947)
 CV0826
 CV0826'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0826'STATION AND BOTH REFERENCE MARKS ARE IN PERFECT CONDITION AS
 CV0826'DESCRIBED.  STATION MARK IS STAMPED OAK 1935.  AZIMUTH MARK
 CV0826'IN ERECT POSITION AT DESCRIBED LOCATION BUT PROJECTING ABOUT
 CV0826'24 INCHES.
 CV0826
 CV0826                          STATION RECOVERY (1961)
 CV0826
 CV0826'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961 (AWH)
 CV0826'STATION WAS RECOVERED AS DESCRIBED.  THE AZIMUTH MARK WAS
 CV0826'FOUND DESTROYED AND THE DISK RETURNED TO THIS OFFICE.
 CV0826
 CV0826                          STATION RECOVERY (1968)
 CV0826
 CV0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0826'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE
 CV0826'RECOVERED IN GOOD CONDITION.  AZIMUTH MARK WAS REPORTED
 CV0826'DESTROYED AND DISK REMOVED IN 1961.  STATION IS LOCATED ABOUT
 CV0826'18 MILES SOUTHWEST OF SEMINOLE, 1 MILE NORTH OF THE
 CV0826'ANDREWS-GAINES COUNTY LINE, ON HIGHEST GROUND OF A SAND RIDGE
 CV0826'WHICH IS ABOUT 1/4 MILE SOUTHWEST OF FARM ROAD 181.
 CV0826'
 CV0826'TO REACH STATION FROM THE COURT HOUSE IN SEMINOLE, GO SOUTH
 CV0826'ON U.S. HIGHWAY 385 FOR 0.5 MILE TO FARM ROAD 181.  TURN RIGHT,
 CV0826'WEST, GO 0.6 MILE TO A ROAD FORK, KEEP LEFT FORK, FARM ROAD
 CV0826'181, GO SOUTHWEST 16.0 MILES TO END OF TRUCK TRAVEL.  PACK
 CV0826'SOUTHEAST ACROSS PASTURE LAND, ABOUT 0.25 MILE TO HIGHEST
 CV0826'GROUND AND STATION.
 CV0826'
 CV0826'THE STATION MARK IS IN A FLAT AREA SURROUND BY SAND DUNES AND
 CV0826'IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  A STANDARD DISK,
 CV0826'STAMPED OAK 1935 AND SET IN TOP OF A 12 IN X 12 IN CONCRETE
 CV0826'POST WHICH PROJECTS 16 INCHES ABOVE GROUND.  REFERENCE MARK
 CV0826'NO. 1 IS ON NORTH SLOPE OF RIDGE 149.18 FEET.  A STANDARD
 CV0826'DISK, STAMPED OAK NO 1 1935, SET IN A 12 IN X 12 IN CONCRETE
 CV0826'POST.  REFERENCE MARK NO. 2 IS WEST OF STATION 164.5 FEET.
 CV0826'A STANDARD DISK, STAMPED OAK NO 2 1935, SET IN A 12 IN X 12
 CV0826'IN CONCRETE POST.
 CV0826'
 CV0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 CV0826'18 MILES SOUTHWEST OF SEMINOLE.  IN SECTION 24, BLOCK A-25.
 CV0826
 CV0826                          STATION RECOVERY (1969)
 CV0826
 CV0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0826'THE STATION MARK, AND REFERENCE MARK NO. 1 AND REFERENCE
 CV0826'MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 CV0826'AZIMUTH MARK HAS BEEN DESTROYED.  THE DIRECTION BETWEEN THE
 CV0826'REFERENCE MARKS FAILED TO CHECK BY -0 MINUTES 44 SECONDS.
 CV0826'THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED BUT THE DISTANCE
 CV0826'TO REFERENCE MARK NO. 1 FAILED TO CHECK BY +0.11 FEET.
 CV0826'
 CV0826'A NEW AZIMUTH MARK WAS SET AND AZIMUTH OBTAINED BY POLARIS
 CV0826'OBSERVATION.
 CV0826'
 CV0826'FOLLOWING IS A NEW DESCRIPTION.
 CV0826'
 CV0826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385
 CV0826'AND STATE HIGHWAY 181 AT THE SOUTH SIDE OF SEMINOLE, GO WEST
 CV0826'ON STATE HIGHWAY 181 FOR 0.6 MILE TO A ROAD FORK.  TAKE THE LEFT
 CV0826'FORK AND GO SOUTHWEST ON STATE HIGHWAY 181 FOR 6.8 MILES TO THE
 CV0826'JUNCTION OF FARM ROAD 2885.  CONTINUE SOUTHWEST ON STATE
 CV0826'HIGHWAY 181 FOR 9.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 CV0826'FROM AZIMUTH MARK PACK EASTERLY ACROSS PASTURE FOR ABOUT 0.5
 CV0826'MILE TO THE STATION IN A LOW AREA SURROUNDED BY SMALL SAND
 CV0826'DUNES.
 CV0826'
 CV0826'STATION MARK, A STANDARD DISK STAMPED OAK 1935, IS SET IN
 CV0826'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 14 INCHES.
 CV0826'IT IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 CV0826'
 CV0826'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED OAK NO. 1 1935,
 CV0826'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 CV0826'INCHES.  IT IS ON THE NORTH SLOPE OF RIDGE.
 CV0826'
 CV0826'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED OAK NO. 2 1935,
 CV0826'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CV0826'6 INCHES.
 CV0826'
 CV0826'AZIMUTH MARK, A STANDARD DISK STAMPED OAK 1935 1969, IS SET IN
 CV0826'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 CV0826'IT IS 58 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 181,
 CV0826'1 FOOT SOUTHEAST OF A FENCE, AND 1 FOOT NORTHEAST OF A METAL
 CV0826'WITNESS POST.
 CV0826'
 CV0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 18
 CV0826'MILES SOUTHWEST OF SEMINOLE.
 CV0826
 CV0826                          STATION RECOVERY (1970)
 CV0826
 CV0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JLP)
 CV0826'NEW ROUTE DESCRIPTION--
 CV0826'
 CV0826'TO REACH THE STATION FRM THE JCT OF U.S. HWY 385 AND FARM
 CV0826'ROAD 181 IN SEMINOLE, DRIVE SOUTHWEST ON FARM ROAD 181 16.7
 CV0826'MILES TO THE 1969 AZIMUTH MARK ON TH RIGHT AT A POINT WHERE
 CV0826'THE HIGHWAY CROSSES A HIGH RIDGE, (THIS POINT IS 2.05 MILES
 CV0826'NORTH ALONG FARM ROAD 181 FROM WHERE THE GAINES-ANDREWS
 CV0826'COUNTY LINE CROSSES THE HWY.) FROM THE AZIMUTH MARK THE STATION
 CV0826'LIES EAST-NORTHEAST ABOUT 0.3 MILE, IN THE CENTER OF A SANDY
 CV0826'BLOWN OUT AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1011 ***********************************************************************
 DO1011  DESIGNATION -  OAK
 DO1011  PID         -  DO1011
 DO1011  STATE/COUNTY-  TX/YOUNG
 DO1011  USGS QUAD   -  OLNEY (1981)
 DO1011
 DO1011                         *CURRENT SURVEY CONTROL
 DO1011  ___________________________________________________________________
 DO1011* NAD 83(1993)-  33 15 59.94919(N)    098 47 11.92385(W)     ADJUSTED  
 DO1011* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 DO1011  ___________________________________________________________________
 DO1011  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DO1011  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DO1011
 DO1011  HORZ ORDER  -  THIRD
 DO1011
 DO1011.The horizontal coordinates were established by classical geodetic methods
 DO1011.and adjusted by the National Geodetic Survey in February 1996..
 DO1011
 DO1011.The orthometric height was scaled from a topographic map.
 DO1011
 DO1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1011
 DO1011.The geoid height was determined by GEOID03.
 DO1011
 DO1011;                    North         East     Units Scale Factor Converg.
 DO1011;SPC TXNC     - 2,177,459.211   573,296.173   MT  0.99987964   -0 09 22.8
 DO1011;SPC TXNC     - 7,143,880.76  1,880,889.19   sFT  0.99987964   -0 09 22.8
 DO1011;UTM  14      - 3,680,868.998   519,870.537   MT  0.99960487   +0 07 01.3
 DO1011
 DO1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1011!SPC TXNC     -   0.99994515  x   0.99987964  =   0.99982480
 DO1011!UTM  14      -   0.99994515  x   0.99960487  =   0.99955004
 DO1011
 DO1011                          SUPERSEDED SURVEY CONTROL
 DO1011
 DO1011  NAD 83(1993)-  33 15 59.95091(N)    098 47 11.92272(W) AD(       ) 3
 DO1011  NAD 83(1986)-  33 15 59.95325(N)    098 47 11.91088(W) AD(       ) 3
 DO1011
 DO1011.Superseded values are not recommended for survey control.
 DO1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1011.See file dsdata.txt to determine how the superseded data were derived.
 DO1011
 DO1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1987180869(NAD 83)
 DO1011_MARKER: DD = SURVEY DISK
 DO1011_SETTING: 66 = SET IN ROCK OUTCROP
 DO1011_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DO1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO1011+STABILITY: POSITION/ELEVATION WELL
 DO1011
 DO1011  HISTORY     - Date     Condition        Report By
 DO1011  HISTORY     - 1963     MONUMENTED       USGS
 DO1011  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO1011
 DO1011                          STATION DESCRIPTION
 DO1011
 DO1011'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO1011'LOCATED ABOUT 8 MI. S. OF OLNEY, TEXAS, ON THE E. END OF A SMALL
 DO1011'TIMBER COVERED TOP.
 DO1011'
 DO1011'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 199 AND 251 IN OLNEY,
 DO1011'GO 6.1 MI. S. ON STATE HIGHWAY 251 TO CROSSROAD, TURN RIGHT (W.) 2.1
 DO1011'MI. TO T-RD. S., TURN LEFT (S.) 1.0 MI. TO Y-RD. E. OF LARGE WHITE
 DO1011'HOUSE, TAKE RIGHT FORK SW. 0.8 MI. TO Y-RD., TAKE RIGHT FORK AND
 DO1011'FOLLOW MAIN RD. 0.3 MI. TO TOP OF RIDGE, TURN LEFT (E.) AND FOLLOW
 DO1011'TOP OF RIDGE APPROXIMATELY 0.15 MI. TO E. END OF TOP AND STATION.
 DO1011'
 DO1011'STATION MARK--STANDARD TABLET STAMPED---OAK-ET 1963---, CEMENTED IN
 DO1011'DRILL HOLE IN OUTCROP.
 DO1011
 DO1011                          STATION RECOVERY (2001)
 DO1011
 DO1011'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9964 ***********************************************************************
 AG9964  DESIGNATION -  OAK
 AG9964  PID         -  AG9964
 AG9964  STATE/COUNTY-  TX/TRAVIS
 AG9964  USGS QUAD   -  BEE CAVE (1986)
 AG9964
 AG9964                         *CURRENT SURVEY CONTROL
 AG9964  ___________________________________________________________________
 AG9964* NAD 83(1993)-  30 19 21.40246(N)    097 52 41.70428(W)     ADJUSTED  
 AG9964* NAVD 88     -       288.8    (meters)     948.     (feet)  VERTCON   
 AG9964  ___________________________________________________________________
 AG9964  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AG9964  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AG9964
 AG9964  HORZ ORDER  -  THIRD
 AG9964
 AG9964.The horizontal coordinates were established by classical geodetic methods
 AG9964.and adjusted by the National Geodetic Survey in July 1998..
 AG9964
 AG9964.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9964
 AG9964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9964
 AG9964.The geoid height was determined by GEOID03.
 AG9964
 AG9964;                    North         East     Units Scale Factor Converg.
 AG9964;SPC TX C     - 3,075,321.236   936,081.157   MT  0.99995140   +1 15 52.2
 AG9964;SPC TX C     -10,089,616.42  3,071,126.26   sFT  0.99995140   +1 15 52.2
 AG9964;UTM  14      - 3,355,067.251   607,841.826   MT  0.99974347   +0 33 59.0
 AG9964
 AG9964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9964!SPC TX C     -   0.99995865  x   0.99995140  =   0.99991005
 AG9964!UTM  14      -   0.99995865  x   0.99974347  =   0.99970213
 AG9964
 AG9964                          SUPERSEDED SURVEY CONTROL
 AG9964
 AG9964  NGVD 29 (07/28/98)  288.7    (m)          947.     (f) VERT ANG       
 AG9964
 AG9964.Superseded values are not recommended for survey control.
 AG9964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9964.See file dsdata.txt to determine how the superseded data were derived.
 AG9964
 AG9964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0784255067(NAD 83)
 AG9964_MARKER: DS = TRIANGULATION STATION DISK
 AG9964
 AG9964  HISTORY     - Date     Condition        Report By
 AG9964  HISTORY     - 1952     MONUMENTED       USGS
 AG9964
 AG9964                          STATION DESCRIPTION
 AG9964
 AG9964'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AG9964'STATION IS LOCATED APPROXIMATELY 4.0 MI. (AIRLINE) ENE. OF BEE CAVE AT
 AG9964'JUNCTION OF STATE HIGHWAY 71 AND BEE CAVE ROAD, ON HIGH POINT OF
 AG9964'PROMINENT HILL ABOUT 200 YDS. S. OF OLD COMMONS FORD ROAD.
 AG9964'TO REACH STATION FROM BEE CAVE, GO E. ON BEE CAVE ROAD 4.8 MI. TO
 AG9964'JUNCTION OF OLD COMMONS FORD ROAD AND BEE CAVE ROAD.  TURN LEFT AND GO
 AG9964'NW. 0.6 MI. TO RD. FORK.  TAKE LEFT FORK AND CONTINUE 0.3 MI. FROM
 AG9964'HERE IT IS A 5 MINUTE HIKE TO TOP OF HILL AND STATION.
 AG9964'STATION MARK--A USGS STANDARD TABLET STAMPED---OAK 1952 947---,
 AG9964'CEMENTED IN SOLID ROCK.
 AG9964'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER IN BLAZED 10-IN. CEDAR
 AG9964'STUMP, 12.51 FT. FROM STATION MARK IN TRUE DIRECTION.
 AG9964'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER IN BLAZED 3-IN.
 AG9964'HACKBERRY TREE, 20.80 FT. FROM STATION MARK IN TRUE DIRECTION 330
 AG9964'DEGREES 28 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2101 ***********************************************************************
 AN2101  DESIGNATION -  OAK 2
 AN2101  PID         -  AN2101
 AN2101  STATE/COUNTY-  TX/ARANSAS
 AN2101  USGS QUAD   -  ROCKPORT (1979)
 AN2101
 AN2101                         *CURRENT SURVEY CONTROL
 AN2101  ___________________________________________________________________
 AN2101* NAD 83(1993)-  28 04 47.63535(N)    097 02 15.32448(W)     ADJUSTED  
 AN2101* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AN2101  ___________________________________________________________________
 AN2101  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AN2101  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN2101
 AN2101  HORZ ORDER  -  THIRD
 AN2101
 AN2101.The horizontal coordinates were established by classical geodetic methods
 AN2101.and adjusted by the National Geodetic Survey in February 1996..
 AN2101.No horizontal observational check was made to the station.
 AN2101
 AN2101.The orthometric height was scaled from a topographic map.
 AN2101
 AN2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2101
 AN2101.The geoid height was determined by GEOID03.
 AN2101
 AN2101;                    North         East     Units Scale Factor Converg.
 AN2101;SPC TXSC     - 4,028,946.578   792,894.151   MT  1.00010091   +0 57 41.1
 AN2101;SPC TXSC     -13,218,302.23  2,601,353.56   sFT  1.00010091   +0 57 41.1
 AN2101;UTM  14      - 3,107,607.969   692,827.731   MT  1.00005894   +0 55 26.4
 AN2101
 AN2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2101!SPC TXSC     -   1.00000220  x   1.00010091  =   1.00010311
 AN2101!UTM  14      -   1.00000220  x   1.00005894  =   1.00006114
 AN2101
 AN2101|---------------------------------------------------------------------|
 AN2101| PID    Reference Object                     Distance      Geod. Az  |
 AN2101|                                                           dddmmss.s |
 AN2101| AN2102 OAK                                  61.687 METERS 12006     |
 AN2101| CV4968 OAK 2 RM 3                           15.697 METERS 28019     |
 AN2101| CV4966 OAK 2 RM 1                           15.648 METERS 28050     |
 AN2101| CV4967 OAK 2 RM 2                           25.805 METERS 30841     |
 AN2101|---------------------------------------------------------------------|
 AN2101
 AN2101                          SUPERSEDED SURVEY CONTROL
 AN2101
 AN2101  NAD 83(1986)-  28 04 47.64236(N)    097 02 15.30463(W) AD(       ) 3
 AN2101  NAD 27      -  28 04 46.58885(N)    097 02 14.34077(W) AD(       ) 3
 AN2101
 AN2101.Superseded values are not recommended for survey control.
 AN2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2101.See file dsdata.txt to determine how the superseded data were derived.
 AN2101
 AN2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9282807608(NAD 83)
 AN2101_MARKER: DS = TRIANGULATION STATION DISK
 AN2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2101
 AN2101  HISTORY     - Date     Condition        Report By
 AN2101  HISTORY     - 1961     MONUMENTED       CGS
 AN2101  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2101  HISTORY     - 1977     GOOD             NGS
 AN2101  HISTORY     - 19910720 GOOD             USPSQD
 AN2101
 AN2101                          STATION DESCRIPTION
 AN2101
 AN2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WCR)
 AN2101'THIS STATION IS ABOUT 4 MILES NORTH OF ROCKPORT, ABOUT 1-1/2
 AN2101'MILES NORTH OF THE OLD FULTON MANSION AND 0.2 MILE EAST
 AN2101'OF STATE HIGHWAY NO. 35, ALONG THE SOUTH SIDE OF A BLACKTOP
 AN2101'ROAD.  IT IS EAST OF THE SOUTH END OF THE ROCKPORT AIRPORT
 AN2101'AND IS ABOUT 0.1 MILE WEST OF THE BEACH ROAD, AT THE WEST
 AN2101'SIDE OF THE ROW OF SAND HILLS THAT LIE BETWEEN THE HIGHWAY
 AN2101'AND THE BEACH.
 AN2101'
 AN2101'THE STATION IS MARKED WITH A STANDARD DISK STAMPED OAK 2 1961
 AN2101'IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES, 1 FOOT
 AN2101'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE OF THE COUNTY ROAD,
 AN2101'20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20 YARDS WEST
 AN2101'OF THE CENTER OF A METAL GATE WHICH ENTERS THE PROPERTY OF
 AN2101'MRS. R.E. MC BRIDE, 10310 WILLOWGROVE, HOUSTON 35, TEXAS,
 AN2101'AND A SMALL HOUSE WHICH IS SOUTH OF THE STATION.  THERE
 AN2101'ARE TWO OIL WELLS AND SEVERAL OIL STORAGE TANKS ABOUT 0.15
 AN2101'MILE WEST OF THE STATION.
 AN2101'
 AN2101'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED OAK 2 1961
 AN2101'NO. 1 IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 AN2101'1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 AN2101'
 AN2101'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED
 AN2101'OAK 2 1961 NO. 2 IN A CONCRETE POST WHICH PROJECTS ABOUT 4
 AN2101'INCHES, 20 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 AN2101'IN THE NORTH RIGHT-OF-WAY LINE AND THE POWER LINE AND IS
 AN2101'6 FEET WEST OF A POWER POLE WHICH HAS A TRANSFORMER AND SEVERAL
 AN2101'METERS ON IT.
 AN2101'
 AN2101'TO REACH THE STATION FROM THE JUNCTION OF THE THROUGH ROUTE
 AN2101'AND THE BUSINESS ROUTE OF HIGHWAY NO. 35, AT THE NORTHEAST
 AN2101'SIDE OF ROCKPORT.  GO NORTH ON THE HIGHWAY 03.8 MILES TO THE
 AN2101'TANKS AND OIL WELLS ON THE RIGHT.  TURN RIGHT OR EAST HERE
 AN2101'AND GO EAST ON THE BLACKTOP ROAD 0.2 MILE TO THE STATION
 AN2101'ON THE RIGHT AS DESCRIBED.
 AN2101'
 AN2101'NOTE- STATION OAK 1911 IS ON THE TOP OF THE HIGHEST SAND
 AN2101'DUNE AT THE SOUTH SIDE OF THE ROAD.
 AN2101
 AN2101                          STATION RECOVERY (1969)
 AN2101
 AN2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2101'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 AN2101'AS DESCRIBED IN THE ORIGINAL DESCRIPTION, BUT WERE FOUND LEANING,
 AN2101'HAVING BEEN HIT BY ROAD EQUIPMENT.
 AN2101'
 AN2101'THE STATION SUBSURFACE MARK WAS RECOVERED AND A NEW SURFACE
 AN2101'MARK WAS SET DIRECTLY OVER THE SUBSURFACE MARK.
 AN2101'
 AN2101'REFERENCE MARK NO. 1 MONUMENT WAS STRAIGHTENED, AND A DISTANCE
 AN2101'AND DIRECTION TAKEN AT THIS TIME.
 AN2101'
 AN2101'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED AND FOUND
 AN2101'IN GOOD CONDITION.
 AN2101'
 AN2101'TRIANGULATION STATION OAK 1911, LOCATED 203.680 FEET TO THE
 AN2101'EAST-SOUTHEAST, IS STILL IN PLACE AND IN GOOD CONDITION.
 AN2101'
 AN2101'THE ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES THE STATION,
 AN2101'AND THE TO REACH IS GOOD.
 AN2101'
 AN2101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 AN2101'MILES NORTH OF ROCKPORT
 AN2101
 AN2101                          STATION RECOVERY (1977)
 AN2101
 AN2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2101'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 AN2101'GOOD CONDITION.  THE 1961 DESCRIPTION IS ADEQUATE.
 AN2101'
 AN2101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 AN2101'N OF ROCKPORT.
 AN2101
 AN2101                          STATION RECOVERY (1991)
 AN2101
 AN2101'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AN2101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0711 ***********************************************************************
 DQ0711  DESIGNATION -  OAK ET
 DQ0711  PID         -  DQ0711
 DQ0711  STATE/COUNTY-  TX/TERRY
 DQ0711  USGS QUAD   -  MOUND LAKE (1969)
 DQ0711
 DQ0711                         *CURRENT SURVEY CONTROL
 DQ0711  ___________________________________________________________________
 DQ0711* NAD 83(1993)-  33 10 22.21197(N)    102 04 54.48176(W)     ADJUSTED  
 DQ0711* NAVD 88     -       986.7    (meters)    3237.     (feet)  VERTCON   
 DQ0711  ___________________________________________________________________
 DQ0711  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 DQ0711  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 DQ0711
 DQ0711  HORZ ORDER  -  SECOND
 DQ0711
 DQ0711.The horizontal coordinates were established by classical geodetic methods
 DQ0711.and adjusted by the National Geodetic Survey in February 1996..
 DQ0711
 DQ0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0711
 DQ0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0711
 DQ0711.The geoid height was determined by GEOID03.
 DQ0711
 DQ0711;                    North         East     Units Scale Factor Converg.
 DQ0711;SPC TXNC     - 2,172,712.981   266,029.914   MT  0.99987485   -1 57 12.6
 DQ0711;SPC TXNC     - 7,128,309.17    872,799.81   sFT  0.99987485   -1 57 12.6
 DQ0711;UTM  13      - 3,674,241.671   772,120.853   MT  1.00051310   +1 35 51.8
 DQ0711;UTM  14      - 3,674,679.311   212,617.639   MT  1.00061841   -1 41 14.7
 DQ0711
 DQ0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0711!SPC TXNC     -   0.99984889  x   0.99987485  =   0.99972376
 DQ0711!UTM  13      -   0.99984889  x   1.00051310  =   1.00036191
 DQ0711!UTM  14      -   0.99984889  x   1.00061841  =   1.00046720
 DQ0711
 DQ0711|---------------------------------------------------------------------|
 DQ0711| PID    Reference Object                     Distance      Geod. Az  |
 DQ0711|                                                           dddmmss.s |
 DQ0711| CJ7181 OAK ET RM 1                           9.018 METERS 02848     |
 DQ0711| DQ0710 GIN ET                              APPROX. 4.7 KM 0975854.1 |
 DQ0711| DQ0712 WEST POINT MICROWAVE TOWER          APPROX. 8.5 KM 1604331.1 |
 DQ0711| CJ7182 OAK ET RM 2                           9.323 METERS 30240     |
 DQ0711|---------------------------------------------------------------------|
 DQ0711
 DQ0711                          SUPERSEDED SURVEY CONTROL
 DQ0711
 DQ0711  NAD 83(1986)-  33 10 22.22064(N)    102 04 54.47432(W) AD(       ) 2
 DQ0711  NAD 27      -  33 10 21.89018(N)    102 04 52.85651(W) AD(       ) 2
 DQ0711  NGVD 29 (07/19/86)  986.3    (m)         3236.     (f) VERT ANG       
 DQ0711
 DQ0711.Superseded values are not recommended for survey control.
 DQ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0711.See file dsdata.txt to determine how the superseded data were derived.
 DQ0711
 DQ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS7212174242(NAD 83)
 DQ0711_MARKER: DD = SURVEY DISK
 DQ0711_SETTING: 0 = UNSPECIFIED SETTING
 DQ0711
 DQ0711  HISTORY     - Date     Condition        Report By
 DQ0711  HISTORY     - 1968     MONUMENTED       USGS
 DQ0711
 DQ0711                          STATION DESCRIPTION
 DQ0711
 DQ0711'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0711'THE STATION IS LOCATED SOUTH 88 DEG EAST ABOUT 11.6 MILES AIRLINE
 DQ0711'FROM THE COURTHOUSE AT BROWNFIELD, TEXAS ON A BLOW SAND RIDGE ON
 DQ0711'NORTH SIDE OF U.S. HIGHWAY 380.
 DQ0711'
 DQ0711'TO REACH FROM THE COURTHOUSE AT BROWNFIELD, GO 11.6 MILES EAST
 DQ0711'ON U.S. HIGHWAY 380 TO THE STATION SITE ON THE LEFT.  THE STATION
 DQ0711'IS 65 FEET NORTHEAST NORMAL TO THE HIGHWAY AND 166 FEET
 DQ0711'WEST-NORTHWEST OF A SMALL LONE OAK TREE.  THE STATION IS 5 FEET
 DQ0711'NORTHEAST OF A USGS WITNESS SIGN ON A METAL POST.
 DQ0711'
 DQ0711'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DQ0711'DRIVEN TO REFUSAL (18 FEET), CENTERED IN AN ORANGEBURG TILE,
 DQ0711'6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 DQ0711'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED OAK ET 1968.
 DQ0711'
 DQ0711'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 DQ0711'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 DQ0711'ORANGEBURG TILE, 6 INCHES IN DIAMTER, 12 INCHES LONG FILLED
 DQ0711'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 DQ0711'OAK ET 1968-1.
 DQ0711'
 DQ0711'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 DQ0711'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 DQ0711'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 DQ0711'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 DQ0711'OAK ET 1968-2.
 DQ0711'
 DQ0711'THE DISTANCE BETWEEN REFERENCE MARKS IS 41.09 FEET (12.527
 DQ0711'METERS).
 DQ0711'
 DQ0711'STATION GIN ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE
 DQ0711'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1293 ***********************************************************************
 DM1293  DESIGNATION -  OAK GROVE RESET
 DM1293  PID         -  DM1293
 DM1293  STATE/COUNTY-  TX/BOWIE
 DM1293  USGS QUAD   -  OAK GROVE (1975)
 DM1293
 DM1293                         *CURRENT SURVEY CONTROL
 DM1293  ___________________________________________________________________
 DM1293* NAD 83(1993)-  33 32 17.17225(N)    094 41 32.49266(W)     ADJUSTED  
 DM1293* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 DM1293  ___________________________________________________________________
 DM1293  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DM1293  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DM1293
 DM1293  HORZ ORDER  -  THIRD
 DM1293
 DM1293.The horizontal coordinates were established by classical geodetic methods
 DM1293.and adjusted by the National Geodetic Survey in February 1996..
 DM1293
 DM1293.The orthometric height was scaled from a topographic map.
 DM1293
 DM1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1293
 DM1293.The geoid height was determined by GEOID03.
 DM1293
 DM1293;                    North         East     Units Scale Factor Converg.
 DM1293;SPC TXNC     - 2,213,934.460   953,550.830   MT  0.99990856   +2 04 36.0
 DM1293;SPC TXNC     - 7,263,549.97  3,128,441.35   sFT  0.99990856   +2 04 36.0
 DM1293;UTM  15      - 3,712,226.098   342,864.527   MT  0.99990442   -0 56 06.7
 DM1293
 DM1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1293!SPC TXNC     -   0.99998288  x   0.99990856  =   0.99989144
 DM1293!UTM  15      -   0.99998288  x   0.99990442  =   0.99988730
 DM1293
 DM1293:                Primary Azimuth Mark                     Grid Az
 DM1293:SPC TXNC     -  DE KALB TEX ST FOREST SERV LOT           108 51 03.2
 DM1293:UTM  15      -  DE KALB TEX ST FOREST SERV LOT           111 51 45.9
 DM1293
 DM1293|---------------------------------------------------------------------|
 DM1293| PID    Reference Object                     Distance      Geod. Az  |
 DM1293|                                                           dddmmss.s |
 DM1293| DM1292 DE KALB TEX ST FOREST SERV LOT      APPROX. 7.5 KM 1105539.2 |
 DM1293| DM1291 DE KALB MUNICIPAL TANK              APPROX. 7.8 KM 1133825.4 |
 DM1293| DM1294 STA 143                             APPROX. 0.8 KM 1195400.5 |
 DM1293| CX5981 OAK GROVE RM 1                       27.638 METERS 13616     |
 DM1293| CX5982 OAK GROVE RM 2                       20.834 METERS 30034     |
 DM1293| CX5983 OAK GROVE RM 3                       19.088 METERS 30418     |
 DM1293|---------------------------------------------------------------------|
 DM1293
 DM1293                          SUPERSEDED SURVEY CONTROL
 DM1293
 DM1293  NAD 83(1993)-  33 32 17.17363(N)    094 41 32.49055(W) AD(       ) 3
 DM1293  NAD 83(1986)-  33 32 17.17632(N)    094 41 32.48016(W) AD(       ) 3
 DM1293  NAD 27      -  33 32 16.77000(N)    094 41 31.71700(W) AD(       ) 3
 DM1293
 DM1293.Superseded values are not recommended for survey control.
 DM1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1293.See file dsdata.txt to determine how the superseded data were derived.
 DM1293
 DM1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4286512226(NAD 83)
 DM1293_MARKER: DS = TRIANGULATION STATION DISK
 DM1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1293_SP_SET: SET INTO TOP OF CONCRETE POST
 DM1293_STAMPING: OAK GROVE 1952 1965
 DM1293_PROJECTION: FLUSH
 DM1293
 DM1293  HISTORY     - Date     Condition        Report By
 DM1293  HISTORY     - 1965     MONUMENTED       CGS
 DM1293
 DM1293                          STATION DESCRIPTION
 DM1293
 DM1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAE)
 DM1293'THE STATION SUB-MARK, REFERENCE MARK NO. 1 AND STA. 143
 DM1293'(USGS) THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 DM1293'THE SURFACE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND
 DM1293'TO BE DESTROYED.  A NEW SURFACE STATION MARK WAS RE-MARKED
 DM1293'IN THE PRECISE ORIGINAL POSITION, AND A NEW REFERENCE MARK
 DM1293'WAS SET.  A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION
 DM1293'IS ABOUT 4-1/2 MILES WEST OF DEKALB, 5 MILES EAST OF AVERY,
 DM1293'AND 0.3 MILE WEST OF THE VILLAGE OF OAK GROVE, ON THE NORTH
 DM1293'RIGHT-OF-WAY OF U.S. HIGHWAY 82.
 DM1293'
 DM1293'TO REACH THE STATION FROM DEKALB, GO WESTERLY ON U.S. HIGHWAY
 DM1293'82 FOR 4.25 MILES TO STA. 143 (USGS) THE AZIMUTH MARK ON
 DM1293'THE LEFT.  CONTINUE ON THE HIGHWAY 0.25 MILE TO THE JUNCTION
 DM1293'OF FARM ROAD 1326 IN OAK GROVE.  THENCE CONTINUE ON U.S.
 DM1293'HIGHWAY 82 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DM1293'
 DM1293'STATION MARKS ARE STANDARD DISKS.  THE UNDERGROUND DISK
 DM1293'IS SET IN AN IRREGULAR MASS OF CONCRETE 27 INCHES BELOW
 DM1293'THE SURFACE OF THE GROUND.  IT IS STAMPED OAK GROVE 1952.
 DM1293'THE SURFACE DISK IS STAMPED OAK GROVE 1952 1965 AND IS SET
 DM1293'IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 DM1293'OF THE GROUND.  IT IS 58.5 FEET NORTH-NORTHEAST OF THE CENTER
 DM1293'LINE OF HIGHWAY, 67 FEET WEST NORTHWEST OF THE CENTER OF
 DM1293'A PRIVATE DRIVEWAY, 103 FEET WEST SOUTHWEST OF THE SOUTHWEST
 DM1293'CORNER OF THE HOME OF MR. EASLEYS, 30 FEET WEST OF A POWER
 DM1293'LINE POLE WITH A TRANSFORMER, AND 7 FEET SOUTHWEST OF A
 DM1293'METAL WITNESS POST.
 DM1293'
 DM1293'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED OAK GROVE
 DM1293'NO 1 1952, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 DM1293'IS 6 INCHES BELOW THE SURFACE OF GROUND.  IT IS 67 FEET
 DM1293'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 30 FEET
 DM1293'NORTH-NORTHEAST OF THE CENTER LINE OF HIGHWAY, 17 FEET EAST
 DM1293'OF THE CENTER OF THE DRIVEWAY, AND 7 FEET NORTH OF A MAIL
 DM1293'BOX.
 DM1293'
 DM1293'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED OAK GROVE
 DM1293'NO 3 1952 1965, IS SET IN A 10 IN X 10 IN CONCRETE POST
 DM1293'WHICH PROJECTS 2 INCHES.  IT IS 65 FEET NORTH-NORTHEAST
 DM1293'OF THE CENTER LINE OF HIGHWAY, 91 FEET WEST-NORTHWEST OF
 DM1293'THE POWER LINE POLE WITH TRANSFORMER, AND 6 INCHES SOUTH
 DM1293'OF THE RIGHT-OF-WAY FENCE LINE.
 DM1293'
 DM1293'STA. 143 (USGS) USED FOR THE AZIMUTH MARK, IS A U.S. GEOLOGICAL
 DM1293'SURVEY BRONZE DISK STAMPED STA. 143, BOLTED TO THE TOP OF
 DM1293'A 4-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS 39 FEET
 DM1293'SOUTH OF THE CENTER LINE OF HIGHWAY, 42 FEET NORTH OF THE
 DM1293'NORTH RAIL OF THE TEXAS AND PACIFIC RAILROAD TRACKS, 42
 DM1293'FEET WEST OF A TELEPHONE POLE WITH AN ARROW ON THE NORTH
 DM1293'SIDE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 DM1293'
 DM1293'NOTE--THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE
 DM1293'TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6962 ***********************************************************************
 AW6962  DESIGNATION -  OAK HILL
 AW6962  PID         -  AW6962
 AW6962  STATE/COUNTY-  TX/FORT BEND
 AW6962  USGS QUAD   -  RICHMOND NE (1980)
 AW6962
 AW6962                         *CURRENT SURVEY CONTROL
 AW6962  ___________________________________________________________________
 AW6962* NAD 83(1993)-  29 39 51.25006(N)    095 45 09.69649(W)     ADJUSTED  
 AW6962* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 AW6962  ___________________________________________________________________
 AW6962  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW6962  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW6962
 AW6962  HORZ ORDER  -  FIRST
 AW6962
 AW6962.The horizontal coordinates were established by classical geodetic methods
 AW6962.and adjusted by the National Geodetic Survey in February 1996..
 AW6962
 AW6962.The orthometric height was scaled from a topographic map.
 AW6962
 AW6962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6962
 AW6962.The geoid height was determined by GEOID03.
 AW6962
 AW6962;                    North         East     Units Scale Factor Converg.
 AW6962;SPC TXSC     - 4,207,277.018   914,291.686   MT  0.99987970   +1 35 27.2
 AW6962;SPC TXSC     -13,803,374.68  2,999,638.64   sFT  0.99987970   +1 35 27.2
 AW6962;UTM  15      - 3,284,750.048   233,567.247   MT  1.00047596   -1 21 47.4
 AW6962
 AW6962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6962!SPC TXSC     -   0.99999976  x   0.99987970  =   0.99987946
 AW6962!UTM  15      -   0.99999976  x   1.00047596  =   1.00047572
 AW6962
 AW6962:                Primary Azimuth Mark                     Grid Az
 AW6962:SPC TXSC     -  OAK HILL AZ MK                           086 40 41.7
 AW6962:UTM  15      -  OAK HILL AZ MK                           089 37 56.3
 AW6962
 AW6962|---------------------------------------------------------------------|
 AW6962| PID    Reference Object                     Distance      Geod. Az  |
 AW6962|                                                           dddmmss.s |
 AW6962| CV6615 OAK HILL AZ MK                                     0881608.9 |
 AW6962| CV6616 OAK HILL RM 1                        22.302 METERS 09021     |
 AW6962| CV6617 OAK HILL RM 2                        24.422 METERS 19252     |
 AW6962|---------------------------------------------------------------------|
 AW6962
 AW6962                          SUPERSEDED SURVEY CONTROL
 AW6962
 AW6962  NAD 83(1986)-  29 39 51.26456(N)    095 45 09.67914(W) AD(       ) 1
 AW6962  NAD 27      -  29 39 50.42621(N)    095 45 08.86181(W) AD(       ) 1
 AW6962
 AW6962.Superseded values are not recommended for survey control.
 AW6962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6962.See file dsdata.txt to determine how the superseded data were derived.
 AW6962
 AW6962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3356784750(NAD 83)
 AW6962_MARKER: DS = TRIANGULATION STATION DISK
 AW6962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6962_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6962+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 AW6962
 AW6962  HISTORY     - Date     Condition        Report By
 AW6962  HISTORY     - 1968     MONUMENTED       CGS
 AW6962  HISTORY     - 19951010 GOOD             USPSQD
 AW6962  HISTORY     - 19980228 GOOD             USPSQD
 AW6962  HISTORY     - 19981009 GOOD             USPSQD
 AW6962  HISTORY     - 20030621 GOOD             LJA
 AW6962
 AW6962                          STATION DESCRIPTION
 AW6962
 AW6962'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6962'THE SATION IS LOCATED NEAR THE NORTHWEST CORNER OF A SMALL FENCED
 AW6962'AREA ABOUT 6 MILES NORTH OF RICHMOND, 5 MILES SOUTHWEST OF CLODINE,
 AW6962'1 3/4 MILES WEST OF THE NORTHWEST CORNER OF THE HARLEM STATE PRISON
 AW6962'FARM AND ON THE PROPERTY OF MR. RAYMOND HILLENDAHL.
 AW6962'
 AW6962'TO REACH THE STATION FROM THE POST OFFICE IN CLODINE, GO NORTH ON
 AW6962'FARM ROAD 1464, CROSSING RAILROAD TRACKS, FOR 0.05 MILE TO A
 AW6962'CROSSROAD.  TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 0.2 MILE TO A
 AW6962'REVERSE Y FORK.  (JUNCTION WITH FARM ROAD 1093).  CONTINUE WEST ON
 AW6962'FARM ROAD 1093 FOR 1.15 MILES TO A SMALL CONCRETE BRIDGE.  CONTINUE
 AW6962'WEST ON FARM ROAD 1093 FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND GO
 AW6962'SOUTH ON THE GRAVELED ROAD FOR 2.8 MILES TO A SIDE ROAD RIGHT.  TURN
 AW6962'RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 1.45 MILES TO A SIDE ROAD
 AW6962'LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO A TRACK ROAD
 AW6962'LEFT AND THE AZIMUTH MARK IN THE SOUTHWST ANGLE OF THE JUNCTION.
 AW6962'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.35 MILE TO A WOODEN GATE ON
 AW6962'THE LEFT AND THE STATION JUST WEST-SOUTHWEST OF THE GATE.  (THIS GATE
 AW6962'IS JUST EAST OF SOME OLD WOODEN FRAME BUILDINGS ON THE NORTH SIDE OF
 AW6962'THE ROAD).
 AW6962'
 AW6962'THE STATION MARK IS A STANDARD DISK STAMPED OAK HILL 1968, SET
 AW6962'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 4
 AW6962'INCHES BELOW THE GROUND SURFACE.  IT IS 73.5 FEET WEST OF THE METAL
 AW6962'WITNESS POST SET NEAR REFERENCE MARK 1, 56 FEET SOUTH OF THE CENTER
 AW6962'OF THE EAST-WEST GRAVELED ROAD, 28.7 FEET SOUTHEAST OF A T-FENCE
 AW6962'CORNER, 24.7 FEET SOUTHOF AN EAST-WEST FENCE LINE AND 15.9 FEET EAST
 AW6962'OF A NORTH-SOUTH FENCE LINE.
 AW6962'
 AW6962'REFERENCE MARK 1 IS A STANDARD DISK STAMPED OAK HILL NO 1 1968, SET
 AW6962'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2
 AW6962'INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET SOUTH OF THE CENTER OF
 AW6962'THE GRAVELED ROAD, 25 FEET SOUTH OF A T-FENCE CORNER AT THE NORTHEAST
 AW6962'CORNER OF THE SMALL FENCED AREA, 1.9 FEET NORTH OF A METAL WITNESS
 AW6962'POST AND 1.0 FOOT WEST OF THE EAST NORTH-SOUTH FENCE OF THE FENCED
 AW6962'AREA.
 AW6962'
 AW6962'REFERENCE MARK 2 IS A STANDARD DISK STAMPED OAK HILL NO 2 1968, SET
 AW6962'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2
 AW6962'INCHES ABOVE THE GROUND SURFACE.  IT IS 118.7 FEET SOUTHWEST OF THE
 AW6962'METAL WITNESS POST SET NEAR REFERENCE MARK 1, 101.3 FEET SOUTH OF THE
 AW6962'T-FENCE CORNER JUST NORTHWEST OF THE STATION MARK, 63 1/2 FEET NORTH
 AW6962'OF THE NORTHWEST CORNER OF A SMALL WOODEN CORRAL AND 1.2 FEET EAST OF
 AW6962'THE WEST NORTH-SOUTH FENCE OF THE FENCED AREA.
 AW6962'
 AW6962'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED OAK HILL
 AW6962'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6962'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET SOUTH OF
 AW6962'THE CENTER OF THE EAST-WEST GRAVELED ROAD, 16 FEET SOUTHWEST OF THE
 AW6962'CENTER OF A TRACK ROAD AND METAL CULVERT IN THE SOUTH BORROW PIT OF
 AW6962'THE GRAVELED ROAD, 10 FEET WEST OF THE CENTER OF THE TRACK FIELD ROAD
 AW6962'AND 1.5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 AW6962'
 AW6962'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 AW6962
 AW6962                          STATION RECOVERY (1995)
 AW6962
 AW6962'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6962'RECOVERED IN GOOD CONDITION.
 AW6962
 AW6962                          STATION RECOVERY (1998)
 AW6962
 AW6962'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6962'RECOVERED IN GOOD CONDITION.
 AW6962
 AW6962                          STATION RECOVERY (1998)
 AW6962
 AW6962'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6962'RECOVERED IN GOOD CONDITION.
 AW6962
 AW6962                          STATION RECOVERY (2003)
 AW6962
 AW6962'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW6962'TO REACH THE STATION FROM THE INTERSECTION OF F.M. 1093 AND THE GRAND
 AW6962'PARKWAY, (HIGHWAY 99), TRAVEL SOUTH ON HIGHWAY 99 FOR 3.15 MILES TO A
 AW6962'FOUR WAY STOP SIGN, TURN RIGHT ONTO MORTON ROAD. THEN WEST ON MORTON
 AW6962'ROAD FOR 0.333 MILES. THE STATION IS ON THE LEFT SIDE OF THE ROAD, IN
 AW6962'A PASTURE, TO THE SOUTHWEST OF A WOODEN GATE AND A GRAVEL DRIVE. THE
 AW6962'STATION IS FLUSH WITH THE GROUND.
 AW6962' 
 AW6962'RHC
 AW6962' 
 AW6962' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1287 ***********************************************************************
 DM1287  DESIGNATION -  OAK RIDGE
 DM1287  PID         -  DM1287
 DM1287  STATE/COUNTY-  TX/BOWIE
 DM1287  USGS QUAD   -  TOM (1975)
 DM1287
 DM1287                         *CURRENT SURVEY CONTROL
 DM1287  ___________________________________________________________________
 DM1287* NAD 83(1993)-  33 37 49.80842(N)    094 36 58.68926(W)     ADJUSTED  
 DM1287* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 DM1287  ___________________________________________________________________
 DM1287  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DM1287  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DM1287
 DM1287  HORZ ORDER  -  SECOND
 DM1287
 DM1287.The horizontal coordinates were established by classical geodetic methods
 DM1287.and adjusted by the National Geodetic Survey in February 1996..
 DM1287
 DM1287.The orthometric height was scaled from a topographic map.
 DM1287
 DM1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1287
 DM1287.The geoid height was determined by GEOID03.
 DM1287
 DM1287;                    North         East     Units Scale Factor Converg.
 DM1287;SPC TXNC     - 2,224,433.532   960,230.966   MT  0.99992353   +2 07 05.3
 DM1287;SPC TXNC     - 7,297,995.68  3,150,357.76   sFT  0.99992353   +2 07 05.3
 DM1287;UTM  15      - 3,722,359.315   350,087.049   MT  0.99987707   -0 53 43.2
 DM1287
 DM1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1287!SPC TXNC     -   0.99998635  x   0.99992353  =   0.99990988
 DM1287!UTM  15      -   0.99998635  x   0.99987707  =   0.99986342
 DM1287
 DM1287|---------------------------------------------------------------------|
 DM1287| PID    Reference Object                     Distance      Geod. Az  |
 DM1287|                                                           dddmmss.s |
 DM1287| DM1288 4 ERS                                68.846 METERS 02701     |
 DM1287| CX5988 OAK RIDGE RM 1                       30.802 METERS 06535     |
 DM1287| CX5987 OAK RIDGE AZ MK                                    1782604.9 |
 DM1287| DM1292 DE KALB TEX ST FOREST SERV LOT      APPROX.12.9 KM 1801733.8 |
 DM1287| CX5989 OAK RIDGE RM 2                       32.090 METERS 18159     |
 DM1287|---------------------------------------------------------------------|
 DM1287
 DM1287                          SUPERSEDED SURVEY CONTROL
 DM1287
 DM1287  NAD 83(1993)-  33 37 49.80880(N)    094 36 58.68840(W) AD(       ) 2
 DM1287  NAD 83(1986)-  33 37 49.81374(N)    094 36 58.67977(W) AD(       ) 2
 DM1287  NAD 27      -  33 37 49.40600(N)    094 36 57.92200(W) AD(       ) 2
 DM1287
 DM1287.Superseded values are not recommended for survey control.
 DM1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1287.See file dsdata.txt to determine how the superseded data were derived.
 DM1287
 DM1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5008722359(NAD 83)
 DM1287_MARKER: DS = TRIANGULATION STATION DISK
 DM1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1287
 DM1287  HISTORY     - Date     Condition        Report By
 DM1287  HISTORY     - 1952     MONUMENTED       CGS
 DM1287  HISTORY     - 1956     GOOD             CGS
 DM1287  HISTORY     - 1961     GOOD             TXHD
 DM1287
 DM1287                          STATION DESCRIPTION
 DM1287
 DM1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1287'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH OF DEKALB AND
 DM1287'1/4 MILE NORTH OF THE OAK RIDGE SCHOOL.  IT IS 41 FEET WEST
 DM1287'OF THE CENTER OF STATE HIGHWAY 26, 34 FEET NORTHEAST OF A CROOKED
 DM1287'TRIANGLE BLAZED OAK TREE AND 5.5 FEET SOUTHEAST OF A WITNESS
 DM1287'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 DM1287'DISK IS STAMPED OAK RIDGE 1952.
 DM1287'
 DM1287'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE CENTER OF THE
 DM1287'HIGHWAY AND 1.5 FEET WEST OF A RIGHT-OF-WAY FENCE.  THE
 DM1287'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED OAK RIDGE
 DM1287'NO 1 1952.
 DM1287'
 DM1287'REFERENCE MARK NO. 2 IS 39 FEET WEST OF THE CENTER OF THE
 DM1287'HIGHWAY.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 DM1287'OAK RIDGE NO 2 1952.
 DM1287'
 DM1287'THE AZIMUTH MARK IS 50 FEET EAST OF THE CENTER OF THE HIGHWAY
 DM1287'AND 2 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 DM1287'AND THE DISK IS STAMPED OAK RIDGE 1952.
 DM1287'
 DM1287'4 E.R.S. 1949 (USGS) IS 52 FEET EAST OF THE CENTER OF THE
 DM1287'HIGHWAY, 8 FEET NORTH OF A POWER POLE AND 2 FEET WEST OF A
 DM1287'RIGHT-OF-WAY FENCE.  IT IS A 6 INCH SQUARE CONCRETE POST WHICH
 DM1287'PROJECTS 10 INCHES.  THE STANDARD USGS BRONZE DISK SET IN
 DM1287'THE CEMENT ON TOP OF THE MARK IS STAMPED 4 E.R.S. 1949.
 DM1287'
 DM1287'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1287'OAK RIDGE TO 4 E.R.S. 1949.  THE DISTANCE IS SHOWN ABOVE.
 DM1287'
 DM1287'TO REACH THE STATION FROM THE POST OFFICE IN DEKALB, GO WEST
 DM1287'ON U.S. HIGHWAY 82 FOR 0.2 MILE TO STATE HIGHWAY 26, TURN
 DM1287'RIGHT AND GO NORTH ON THE STATE HIGHWAY FOR 8.15 MILES TO
 DM1287'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON NORTH FOR 0.2 MILE
 DM1287'TO THE STATION ON THE LEFT AS DESCRIBED.
 DM1287'
 DM1287'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1287
 DM1287                          STATION RECOVERY (1956)
 DM1287
 DM1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1287'THE STATION, REFERENCE MARKS NO. 1 AND 2 AND 4 E.R.S. (USGS)
 DM1287'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND
 DM1287'LOCATED AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 DM1287'SITE WERE CORRECT.
 DM1287'
 DM1287'THE STATION IS 34.6 FT. WEST OF S.H. 26.  105.7 FT. NORTH
 DM1287'OF R.M. NO. 2.  101.1 FT. SOUTHWEST OF R.M. NO. 1.
 DM1287'
 DM1287'R.M. NO. 1 IS 50.5 FT. EAST OF S.H. 26 AND 160.4 FT. S. OF
 DM1287'STATION 4 E.R.S.
 DM1287'
 DM1287'R.M. NO. 2 IS 37 FT. W OF S.H. 26 AND 142 FT. N OF F.M. 1326.
 DM1287'
 DM1287'4 E.R.S. IS 51.5 FT. E OF S.H. 26 AND 225.9 FT. NE OF STATION
 DM1287'OAK RIDGE AND 160.4 FT. N OF R.M. NO. 1.
 DM1287
 DM1287                          STATION RECOVERY (1961)
 DM1287
 DM1287'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1961 (JRN)
 DM1287'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  STATION
 DM1287'IS WEST OF COUNTY ROAD, WHICH WAS FORMERLY STATE HIGHWAY
 DM1287'26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0997 ***********************************************************************
 BL0997  DESIGNATION -  OAK RM 1
 BL0997  PID         -  BL0997
 BL0997  STATE/COUNTY-  TX/SAN JACINTO
 BL0997  USGS QUAD   -  OAKHURST (1972)
 BL0997
 BL0997                         *CURRENT SURVEY CONTROL
 BL0997  ___________________________________________________________________
 BL0997* NAD 83(1986)-  30 44 16.     (N)    095 18 45.     (W)     SCALED    
 BL0997* NAVD 88     -       115.39   (+/-2cm)     378.6    (feet)  VERTCON   
 BL0997  ___________________________________________________________________
 BL0997  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL0997
 BL0997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0997
 BL0997.The horizontal coordinates were scaled from a topographic map and have
 BL0997.an estimated accuracy of +/- 6 seconds.
 BL0997
 BL0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0997.The vertical order pertains to the NGVD 29 superseded value.
 BL0997
 BL0997.The geoid height was determined by GEOID03.
 BL0997
 BL0997;                    North         East    Units  Estimated Accuracy
 BL0997;SPC TX C     - 3,129,590.    1,180,600.      MT  (+/- 180 meters Scaled)
 BL0997
 BL0997                          SUPERSEDED SURVEY CONTROL
 BL0997
 BL0997  NGVD 29 (??/??/92)  115.398  (m)          378.60   (f) ADJ UNCH    2 0
 BL0997
 BL0997.Superseded values are not recommended for survey control.
 BL0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0997.See file dsdata.txt to determine how the superseded data were derived.
 BL0997
 BL0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ786028(NAD 83)
 BL0997_MARKER: DR = REFERENCE MARK DISK
 BL0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0997_STAMPING: OAK NO 1 1942
 BL0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0997+STABILITY: SURFACE MOTION
 BL0997
 BL0997  HISTORY     - Date     Condition        Report By
 BL0997  HISTORY     - 1942     MONUMENTED       CGS
 BL0997  HISTORY     - 1947     GOOD             NGS
 BL0997
 BL0997                          STATION DESCRIPTION
 BL0997
 BL0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0997'IN OAKHURST.
 BL0997'120 YARDS NORTH ALONG A GRADED DIRT STREET FROM THE POST OFFICE AT
 BL0997'OAKHURST, THENCE 0.15 MILE NORTHEAST ALONG A GRADED DIRT STREET, 165
 BL0997'YARDS EAST OF THE HIGH SCHOOL, 110.0 FEET EAST OF A POWER POLE, 98.0
 BL0997'FEET NORTH OF AND 3.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD,
 BL0997'97.0 FEET NORTHWEST OF A HOUSE, IN THE CENTER OF A GARDEN, SET IN THE
 BL0997'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0998 ***********************************************************************
 BL0998  DESIGNATION -  OAK RM 2
 BL0998  PID         -  BL0998
 BL0998  STATE/COUNTY-  TX/SAN JACINTO
 BL0998  USGS QUAD   -  OAKHURST (1972)
 BL0998
 BL0998                         *CURRENT SURVEY CONTROL
 BL0998  ___________________________________________________________________
 BL0998* NAD 83(1986)-  30 44 15.     (N)    095 18 44.     (W)     SCALED    
 BL0998* NAVD 88     -       112.93   (+/-2cm)     370.5    (feet)  VERTCON   
 BL0998  ___________________________________________________________________
 BL0998  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL0998
 BL0998  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0998
 BL0998.The horizontal coordinates were scaled from a topographic map and have
 BL0998.an estimated accuracy of +/- 6 seconds.
 BL0998
 BL0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0998.The vertical order pertains to the NGVD 29 superseded value.
 BL0998
 BL0998.The geoid height was determined by GEOID03.
 BL0998
 BL0998;                    North         East    Units  Estimated Accuracy
 BL0998;SPC TX C     - 3,129,560.    1,180,630.      MT  (+/- 180 meters Scaled)
 BL0998
 BL0998                          SUPERSEDED SURVEY CONTROL
 BL0998
 BL0998  NGVD 29 (??/??/92)  112.940  (m)          370.54   (f) ADJ UNCH    2 0
 BL0998
 BL0998.Superseded values are not recommended for survey control.
 BL0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0998.See file dsdata.txt to determine how the superseded data were derived.
 BL0998
 BL0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ786027(NAD 83)
 BL0998_MARKER: DR = REFERENCE MARK DISK
 BL0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0998_STAMPING: OAK NO 2 1942
 BL0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0998+STABILITY: SURFACE MOTION
 BL0998
 BL0998  HISTORY     - Date     Condition        Report By
 BL0998  HISTORY     - 1942     MONUMENTED       CGS
 BL0998  HISTORY     - 1947     GOOD             NGS
 BL0998
 BL0998                          STATION DESCRIPTION
 BL0998
 BL0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0998'IN OAKHURST.
 BL0998'120 YARDS NORTH ALONG A GRADED DIRT STREET FROM THE POST OFFICE AT
 BL0998'OAKHURST, THENCE 0.15 MILE NORTHEAST ALONG A GRADED DIRT STREET, 120
 BL0998'YARDS NORTHEAST OF THE GRAMMAR SCHOOL, 120.0 FEET SOUTH OF A HOUSE,
 BL0998'69.0 FEET WEST OF A 16 INCH GUM TREE, 24.0 FEET SOUTHEAST OF A FENCE
 BL0998'CORNER, 1.0 FOOT NORTH OF A FENCE, INSIDE OF A CORRAL, SET IN THE TOP
 BL0998'OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7109 ***********************************************************************
 AW7109  DESIGNATION -  OAKI
 AW7109  PID         -  AW7109
 AW7109  STATE/COUNTY-  TX/CHAMBERS
 AW7109  USGS QUAD   -  OAK ISLAND (1994)
 AW7109
 AW7109                         *CURRENT SURVEY CONTROL
 AW7109  ___________________________________________________________________
 AW7109* NAD 83(1993)-  29 40 31.42266(N)    094 40 28.25346(W)     ADJUSTED  
 AW7109* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 AW7109  ___________________________________________________________________
 AW7109  X           -    -451,983.625 (meters)                     COMP
 AW7109  Y           -  -5,527,690.302 (meters)                     COMP
 AW7109  Z           -   3,139,149.219 (meters)                     COMP
 AW7109  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW7109  ELLIP HEIGHT-         -24.42  (meters)          (09/30/02) GPS OBS
 AW7109  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW7109
 AW7109  HORZ ORDER  -  SECOND
 AW7109  ELLP ORDER  -  FIFTH     CLASS I
 AW7109
 AW7109.The horizontal coordinates were established by GPS observations
 AW7109.and adjusted by the National Geodetic Survey in February 1996..
 AW7109
 AW7109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7109
 AW7109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7109
 AW7109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7109
 AW7109.The ellipsoidal height was determined by GPS observations
 AW7109.and is referenced to NAD 83.
 AW7109
 AW7109.The geoid height was determined by GEOID03.
 AW7109
 AW7109;                    North         East     Units Scale Factor Converg.
 AW7109;SPC TXSC     - 4,211,891.291 1,018,556.191   MT  0.99988084   +2 07 08.8
 AW7109;SPC TXSC     -13,818,513.34  3,341,713.10   sFT  0.99988084   +2 07 08.8
 AW7109;UTM  15      - 3,283,989.892   337,962.057   MT  0.99992397   -0 49 45.2
 AW7109
 AW7109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7109!SPC TXSC     -   1.00000384  x   0.99988084  =   0.99988467
 AW7109!UTM  15      -   1.00000384  x   0.99992397  =   0.99992781
 AW7109
 AW7109                          SUPERSEDED SURVEY CONTROL
 AW7109
 AW7109  ELLIP H (02/16/96)  -24.39   (m)                       GP(       ) 5 1
 AW7109  NAD 83(1993)-  29 40 31.43648(N)    094 40 28.23491(W) AD(       ) 2
 AW7109  NGVD 29 (12/08/93)    2.7    (m)            9.     (f) GPS OBS        
 AW7109
 AW7109.Superseded values are not recommended for survey control.
 AW7109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7109.See file dsdata.txt to determine how the superseded data were derived.
 AW7109
 AW7109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3796283990(NAD 83)
 AW7109_MARKER: DD = SURVEY DISK
 AW7109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7109_SP_SET: CONCRETE POST
 AW7109_STAMPING: OAKI 1993
 AW7109_MARK LOGO: NOS   
 AW7109_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7109+STABILITY: SURFACE MOTION
 AW7109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7109+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AW7109
 AW7109  HISTORY     - Date     Condition        Report By
 AW7109  HISTORY     - 1993     MONUMENTED       NOS
 AW7109
 AW7109                          STATION DESCRIPTION
 AW7109
 AW7109'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AW7109'LOCATED 5.5 MI (8.9 KM) SOUTH OF ANAHUAC, 1.5 MI (2.4 KM) EAST OF THE
 AW7109'EAST SHORE OF TRINITY BAY AND 1 MI (1.6 KM) NORTHEAST OF THE TOWN OF
 AW7109'OAK ISLAND IN A TRIANGULAR TRAFFIC ISLAND FORMED AT THE JUNCTION OF
 AW7109'FARM ROAD 563 (EAGLE ROAD) AND EAGLE FERRY ROAD.  REACHED FROM THE
 AW7109'JUNCTION OF INTERSTATE HIGHWAY 10 AND TEXAS HIGHWAY 61 GO SOUTH ON
 AW7109'TEXAS HIGHWAY 61 FOR 3.85 MI (6.20 KM) TO A CROSSROADS, TURN RIGHT
 AW7109'AND CONTINUE ON TX ROUTE 61 IN A WESTERLY DIRECTION FOR 7.05 MI
 AW7109'(11.35 KM) TO THE JUNCTION OF FARM ROAD 563 AT THE EAST EDGE OF THE
 AW7109'TOWN OF ANAHUAC, TURN LEFT AND PROCEED SOUTH OF FARM ROAD 563 (EAGLE
 AW7109'ROAD) FOR 6.85 MI (11.02 KM) TO THE JUNCTION WITH EAGLE FERRY ROAD ON
 AW7109'THE LEFT AND THE STATION IN THE APPROXIMATE CENTER OF THE TRIANGULAR
 AW7109'TRAFFIC ISLAND AT THE JUNCTION.  THE STATION IS AN NOS ALUMINUM DISK
 AW7109'WITH A BAR MAGNET AND ATTACHED TO AN ALUMINUM ROD DRIVEN 1.2 M
 AW7109'(3.9 FT) INTO THE GROUND AND SURROUNDED BY A SQUARE CONCRETE
 AW7109'MONUMENT.  IT IS 27 M (88.6 FT) WEST OF THE EAST CORNER OF THE
 AW7109'TRIANGULAR TRAFFIC ISLAND, 33 M (108.3 FT) NORTH-NORTHEAST OF THE
 AW7109'SOUTH CORNER OF THE TRAFFIC ISLAND, 31 M (101.7 FT) SOUTH-SOUTHEAST
 AW7109'OF THE NORTH CORNER OF THE TRAFFIC ISLAND, 12.5 M (41.0 FT) EAST OF
 AW7109'THE EAST EDGE OF EAGLE ROAD (FM 563) AND 12.4 M (40.7 FT) WEST OF 4
 AW7109'BY 4 INCH WOOD POST WITH A TRAFFIC SIGN ATTACHED TO ITS WEST FACE.
 AW7109'THE MARK PROJECTS 0.05 M (0.16 FT) ABOVE GROUND.  DESCRIBED BY CSM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2181 ***********************************************************************
 AN2181  DESIGNATION -  OAKS
 AN2181  PID         -  AN2181
 AN2181  STATE/COUNTY-  TX/GOLIAD
 AN2181  USGS QUAD   -  BERCLAIR (1987)
 AN2181
 AN2181                         *CURRENT SURVEY CONTROL
 AN2181  ___________________________________________________________________
 AN2181* NAD 83(1993)-  28 32 55.09100(N)    097 33 42.67787(W)     ADJUSTED  
 AN2181* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 AN2181  ___________________________________________________________________
 AN2181  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AN2181  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN2181
 AN2181  HORZ ORDER  -  THIRD
 AN2181
 AN2181.The horizontal coordinates were established by classical geodetic methods
 AN2181.and adjusted by the National Geodetic Survey in February 1996..
 AN2181
 AN2181.The orthometric height was scaled from a topographic map.
 AN2181
 AN2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2181
 AN2181.The geoid height was determined by GEOID03.
 AN2181
 AN2181;                    North         East     Units Scale Factor Converg.
 AN2181;SPC TXSC     - 4,080,142.293   740,726.060   MT  0.99995666   +0 42 16.4
 AN2181;SPC TXSC     -13,386,266.84  2,430,198.75   sFT  0.99995666   +0 42 16.4
 AN2181;UTM  14      - 3,158,823.998   640,687.495   MT  0.99984427   +0 41 14.7
 AN2181
 AN2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2181!SPC TXSC     -   0.99999248  x   0.99995666  =   0.99994914
 AN2181!UTM  14      -   0.99999248  x   0.99984427  =   0.99983675
 AN2181
 AN2181|---------------------------------------------------------------------|
 AN2181| PID    Reference Object                     Distance      Geod. Az  |
 AN2181|                                                           dddmmss.s |
 AN2181| CV4973 OAKS RM 1                            32.775 METERS 04421     |
 AN2181| CV4974 OAKS RM 2                            28.965 METERS 15443     |
 AN2181| CV4972 OAKS AZ MK                                         2260840.0 |
 AN2181|---------------------------------------------------------------------|
 AN2181
 AN2181                          SUPERSEDED SURVEY CONTROL
 AN2181
 AN2181  NAD 83(1986)-  28 32 55.09772(N)    097 33 42.66055(W) AD(       ) 3
 AN2181  NAD 27      -  28 32 54.11600(N)    097 33 41.68400(W) AD(       ) 3
 AN2181
 AN2181.Superseded values are not recommended for survey control.
 AN2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2181.See file dsdata.txt to determine how the superseded data were derived.
 AN2181
 AN2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4068758824(NAD 83)
 AN2181_MARKER: DS = TRIANGULATION STATION DISK
 AN2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2181
 AN2181  HISTORY     - Date     Condition        Report By
 AN2181  HISTORY     - 1952     MONUMENTED       CGS
 AN2181  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AN2181  HISTORY     - 1963     SEE DESCRIPTION  USGS
 AN2181
 AN2181                          STATION DESCRIPTION
 AN2181
 AN2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2181'THE STATION IS LOCATED ABOUT 13.6 MILES SOUTHWEST OF GOLIAD
 AN2181'AND 2.15 MILES NORTHEAST OF BERCLAIR.  THE STATION IS ON THE
 AN2181'NORTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 59.
 AN2181'
 AN2181'TO REACH FROM THE METHODIST CHURCH IN BERCLAIR.  GO NORTHEASTERLY
 AN2181'ON U.S. HIGHWAY 59 FOR 1.65 MILES TO THE AZIMUTH MARK ON THE
 AN2181'RIGHT, SOUTHEAST SIDE OF HIGHWAY.  CONTINUE STRAIGHT AHEAD
 AN2181'ON U.S. HIGHWAY 59 FOR 0.5 MILE TO THE TOP OF A RISE AND
 AN2181'THE STATION SITE ON THE LEFT, NORTHWEST SIDE OF HIGHWAY.
 AN2181'
 AN2181'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AN2181'
 AN2181'THE STATION MARK IS STAMPED OAKS 1952, AND IS SET 8 INCHES
 AN2181'BELOW THE GROUND SURFACE.  THE MARK IS LOCATED 43 FEET NORTHWEST
 AN2181'OF THE CENTER LINE OF U.S. HIGHWAY 59.  20 FEET NORTHEAST OF
 AN2181'A TREE.  12 FEET SOUTHWEST OF A WHITE WITNESS POST.  AND 7
 AN2181'FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE.
 AN2181'
 AN2181'REFERENCE MARK NO. 1 IS STAMPED OAKS NO 1 1952, AND PROJECTS
 AN2181'4 INCHES.  THE MARK IS LOCATED 46 FEET NORTHWEST OF THE
 AN2181'CENTER LINE OF U.S. HIGHWAY 59 AND 1 FOOT SOUTHEAST OF THE
 AN2181'NORTHWEST RIGHT-OF-WAY FENCE LINE.
 AN2181'
 AN2181'REFERENCE MARK NO. 2 IS STAMPED OAKS NO 2 1952, AND IT PROJECTS
 AN2181'4 INCHES.  THE MARK IS LOCATED 53 FEET SOUTHEAST OF THE CENTER
 AN2181'LINE OF U.S. HIGHWAY 59 AND 1 FOOT NORTHWEST OF THE SOUTHEAST
 AN2181'RIGHT-OF-WAY FENCE LINE.
 AN2181'
 AN2181'THE AZIMUTH MARK IS STAMPED OAKS 1952, AND PROJECTS 6 INCHES.
 AN2181'THE MARK IS LOCATED 0.5 MILE SOUTHWEST OF THE STATION.  49
 AN2181'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 59.  7
 AN2181'FEET NORTHEAST OF AN 18 INCH OAK TREE.  2 FEET EAST OF A WHITE
 AN2181'WITNESS POST.  AND 1 FOOT NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY
 AN2181'FENCE LINE.
 AN2181'
 AN2181'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AN2181
 AN2181                          STATION RECOVERY (1963)
 AN2181
 AN2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AN2181'STATION HAS BEEN BLADED UP AND IS LAYING ALONG NORTH FENCE LINE.
 AN2181'REFERENCE MARK 1 IS IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 AN2181'MARK 2 HAS BEEN DISTURBED.  AZIMUTH MARK WAS RECOVERED IN GOOD
 AN2181'CONDITION AS DESCRIBED.
 AN2181'
 AN2181'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN2181
 AN2181                          STATION RECOVERY (1963)
 AN2181
 AN2181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN2181'BOTH THE (SURFACE) STATION MARK AND R.M. 2 WERE FOUND UPROOTED
 AN2181'AND LYING ON THE GROUND NEAR THEIR DESCRIBED POSITIONS.
 AN2181'R.M. 1 IS UNDISTURBED AND IN GOOD CONDITION.  AN UNDERGROUND
 AN2181'MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7292 ***********************************************************************
 AC7292  DESIGNATION -  OAKS
 AC7292  PID         -  AC7292
 AC7292  STATE/COUNTY-  TX/BURNET
 AC7292  USGS QUAD   -  KEMPNER (1954)
 AC7292
 AC7292                         *CURRENT SURVEY CONTROL
 AC7292  ___________________________________________________________________
 AC7292* NAD 83(1993)-  31 00 45.70525(N)    098 00 49.80442(W)     ADJUSTED  
 AC7292* NAVD 88     -       322.0    (meters)    1056.     (feet)  VERTCON   
 AC7292  ___________________________________________________________________
 AC7292  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 AC7292  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AC7292
 AC7292  HORZ ORDER  -  THIRD
 AC7292
 AC7292.The horizontal coordinates were established by classical geodetic methods
 AC7292.and adjusted by the National Geodetic Survey in March 1997..
 AC7292
 AC7292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7292
 AC7292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7292
 AC7292.The geoid height was determined by GEOID03.
 AC7292
 AC7292;                    North         East     Units Scale Factor Converg.
 AC7292;SPC TX C     - 3,151,522.841   921,450.429   MT  0.99988176   +1 11 40.8
 AC7292;SPC TX C     -10,339,621.19  3,023,125.28   sFT  0.99988176   +1 11 40.8
 AC7292;UTM  14      - 3,431,426.381   594,135.051   MT  0.99970930   +0 30 29.3
 AC7292
 AC7292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7292!SPC TX C     -   0.99995352  x   0.99988176  =   0.99983529
 AC7292!UTM  14      -   0.99995352  x   0.99970930  =   0.99966284
 AC7292
 AC7292                          SUPERSEDED SURVEY CONTROL
 AC7292
 AC7292  NGVD 29 (03/17/97)  321.9    (m)         1056.     (f) VERT ANG       
 AC7292
 AC7292.Superseded values are not recommended for survey control.
 AC7292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7292.See file dsdata.txt to determine how the superseded data were derived.
 AC7292
 AC7292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9413531426(NAD 83)
 AC7292_MARKER: Z = SEE DESCRIPTION
 AC7292_SETTING: 0 = UNSPECIFIED SETTING
 AC7292
 AC7292  HISTORY     - Date     Condition        Report By
 AC7292  HISTORY     - 1953     MONUMENTED       USGS
 AC7292
 AC7292                          STATION DESCRIPTION
 AC7292
 AC7292'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7292'THE STATION IS LOCATED APPROXIMATELY 19 MI. BY RD. FROM LAMPASAS,
 AC7292'TEXAS, ON THE GREENWOOD RANCH, ON A LOW BRUSHY RIDGE OVERLOOKING A
 AC7292'SMALL CREEK TO THE N. AND THE LAMPASAS RIVER TO THE E., ON A PROMINENT
 AC7292'ROCKY TOP, IN A SMALL CLEARING, AND AT THE HIGH POINT OF THE TOP.
 AC7292'TO REACH THE STATION FROM THE COURTHOUSE SQUARE AT LAMPASAS, GO 4
 AC7292'BLOCKS SW. TO KEY AVENUE, TURN LEFT (SE.) AND GO 0.6 MI. TO A TRAFFIC
 AC7292'CIRCLE.  TAKE U.S. HIGHWAY NO. 183 (LAMPASAS-AUSTIN RD.) AND GO 11.2
 AC7292'MI. SE. TO A GRADED, GRAVELED RD. INTERSECTION BEARING A SIGN WHICH
 AC7292'READS --GREENWOOD RANCH--.  TURN LEFT (NE.) ON GRAVELED RD. AND GO 2.7
 AC7292'MI. TO A Y-INTERSECTION.  TURN LEFT (NE.) ON A PRIVATE RD. (GRADED)
 AC7292'AND GO 0.6 MI. TO A BUMPER GATE AT A RANCH HOUSE.  PASS THROUGH BUMPER
 AC7292'GATE AND GO 300 FT. TO A Y-INTERSECTION, TURN LEFT (NE.) AND GO 1.0
 AC7292'MI. TO A SECOND BUMPER GATE.  CONTINUE THROUGH GATE 1.0 MI. TO A THIRD
 AC7292'BUMPER GATE AT THE MAIN RANCH BUILDING OF THE GREENWOOD RANCH.  ENTER
 AC7292'GATE, TURN LEFT (W.) ON A TRACK RD. AND GO 0.1 MI. TO AN ALUMINUM
 AC7292'GATE.  GO THROUGH GATE AND 0.9 MI. TO A Y-INTERSECTION AT A WOODEN
 AC7292'GATE.  TURN RIGHT ON RD. (WHICH DOES NOT GO THROUGH THE GATE) AND
 AC7292'PROCEED ALONG A FENCE (NW.) FOR 0.6 MI. TO A WOODEN GATE IN AN NE-SW.
 AC7292'FENCE.  GO THROUGH GATE AND TAKE A DIM TRACK RD. ALONG A POWER LINE
 AC7292'NW. 0.2 MI. TO END OF POWER LINE AT A WATER WELL WITH AN ELECTRIC
 AC7292'PUMP.  PROCEED 500 FT. (APPROXIMATELY) FROM THE WELL N-NE. TO A SMALL
 AC7292'CLEARING AT THE HIGH POINT OF A ROCKY TOP AND THE STATION.
 AC7292'STATION MARK--A USGS STANDARD TABLET (ALUMINUM) STAMPED---OAKS
 AC7292'1953---.
 AC7292'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6708 ***********************************************************************
 AW6708  DESIGNATION -  OAKS HL P 1940
 AW6708  PID         -  AW6708
 AW6708  STATE/COUNTY-  TX/HARRIS
 AW6708  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6708
 AW6708                         *CURRENT SURVEY CONTROL
 AW6708  ___________________________________________________________________
 AW6708* NAD 83(1993)-  29 49 07.24001(N)    095 24 50.38783(W)     ADJUSTED  
 AW6708* NAVD 88     -        23.00   (+/-2cm)      75.5    (feet)  VERTCON   
 AW6708  ___________________________________________________________________
 AW6708  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6708  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW6708
 AW6708  HORZ ORDER  -  SECOND
 AW6708  VERT ORDER  -  THIRD ? (See Below)
 AW6708
 AW6708.The horizontal coordinates were established by classical geodetic methods
 AW6708.and adjusted by the National Geodetic Survey in February 1996..
 AW6708
 AW6708.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6708.The vertical order pertains to the NGVD 29 superseded value.
 AW6708
 AW6708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6708
 AW6708.The geoid height was determined by GEOID03.
 AW6708
 AW6708;                    North         East     Units Scale Factor Converg.
 AW6708;SPC TXSC     - 4,225,344.290   946,538.003   MT  0.99989877   +1 45 24.6
 AW6708;SPC TXSC     -13,862,650.39  3,105,433.43   sFT  0.99989877   +1 45 24.6
 AW6708;UTM  15      - 3,301,138.259   266,718.378   MT  1.00027150   -1 12 03.3
 AW6708
 AW6708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6708!SPC TXSC     -   1.00000070  x   0.99989877  =   0.99989947
 AW6708!UTM  15      -   1.00000070  x   1.00027150  =   1.00027220
 AW6708
 AW6708:                Primary Azimuth Mark                     Grid Az
 AW6708:SPC TXSC     -  TEXTILE HL P 1938                        086 04 58.0
 AW6708:UTM  15      -  TEXTILE HL P 1938                        089 02 25.9
 AW6708
 AW6708|---------------------------------------------------------------------|
 AW6708| PID    Reference Object                     Distance      Geod. Az  |
 AW6708|                                                           dddmmss.s |
 AW6708| AW6723 TEXTILE HL P 1938                   APPROX. 3.7 KM 0875022.6 |
 AW6708|---------------------------------------------------------------------|
 AW6708
 AW6708                          SUPERSEDED SURVEY CONTROL
 AW6708
 AW6708  NAD 83(1986)-  29 49 07.25429(N)    095 24 50.36920(W) AD(       ) 2
 AW6708  NAD 27      -  29 49 06.43914(N)    095 24 49.58848(W) AD(       ) 2
 AW6708  NGVD 29 (07/19/86)   23.00   (m)           75.5    (f) LEVELING    3  
 AW6708
 AW6708.Superseded values are not recommended for survey control.
 AW6708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6708.See file dsdata.txt to determine how the superseded data were derived.
 AW6708
 AW6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6671801138(NAD 83)
 AW6708_MARKER: DD = SURVEY DISK
 AW6708_SETTING: 0 = UNSPECIFIED SETTING
 AW6708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6708
 AW6708  HISTORY     - Date     Condition        Report By
 AW6708  HISTORY     - 1940     MONUMENTED       HLPCO
 AW6708  HISTORY     - 1968     GOOD             CGS
 AW6708
 AW6708                          STATION DESCRIPTION
 AW6708
 AW6708'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1940 (JMC)
 AW6708'STATION IS LOCATED AT THE GARDEN OAKS WATER TANK, 822 WEST 34TH.
 AW6708'IT IS ON THE CATWALK UNDER THE TANK AND WAS MARKED BY A STANDARD
 AW6708'H.L. AND P. BRONZE DISK STAMPED OAKS.  IT IS 8.2 FEET FROM
 AW6708'THE NORTHWEST (LADDER) END OF THE CATWALK, AND 0.42 FOOT FROM
 AW6708'THE NORTHEAST SIDE.  THE DISK WAS CHISELED OFF BUT THE POINT WAS
 AW6708'REPLACED BY THE TEXAS HWY. DEPT. MAY, 1957 FROM THE GROUND POINT
 AW6708'DIRECTLY BELOW.  IT IS THE PUNCH MARK IN THE CENTER OF THE
 AW6708'BRONZE PLUG OF THE ORIGINAL DISK.  THE GROUND POINT, DIRECTLY
 AW6708'BELOW, IS MARKED BY A STANDARD H.L. AND P. BRONZE DISK
 AW6708'STAMPED OAKS-1940, 0.7 FOOT BELOW THE SURFACE.  IT IS 14.70 FEET
 AW6708'FROM THE NORTHWEST LEG, 21.04 FEET FROM THE NORTHEAST LEG,
 AW6708'29.90 FEET FROM THE SOUTHEAST LEG, AND 25.15 FEET FROM THE
 AW6708'SOUTHWEST LEG, ALL MEASURED FROM THE NEAREST CORNER OF
 AW6708'THE CONCRETE BASE, AND 7.51 FEET TO THE STANDPIPE.
 AW6708
 AW6708                          STATION RECOVERY (1968)
 AW6708
 AW6708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6708'THE STATION IS LOCATED IN THE GARDEN OAKS SECTION IN THE NORTHWEST
 AW6708'PART OF HOUSTON AT 822 WEST 34TH STREET, ABOUT 2-1/4 MILES WEST OF
 AW6708'THE JUNCTION OF INTERSTATE HIGHWAYS 610 AND 45, 1/4 MILE NORTH OF
 AW6708'INTERSTATE 610 AND ON PROPERTY OF THE CITY OF HOUSTON.
 AW6708'
 AW6708'TO REACH THE STATION FROM THE JUNCTION OF NORTH SHEPHERD DRIVE
 AW6708'(STATE SPUR 261) AND WEST 34TH STREET, GO WEST ON WEST 34TH
 AW6708'STREET FOR 0.25 MILE TO THE HOUSTON FIRE STATION NO. 32 ON THE
 AW6708'RIGHT.  TURN RIGHT AND GO NORTH ON THE WEST SIDE OF THE FIRE
 AW6708'STATION ON A TRACK ROAD FOR 0.05 MILE TO A WATER TANK AND THE
 AW6708'STATION ON THE RIGHT.
 AW6708'
 AW6708'THE STATION MARK IS A HOUSTON LIGHTING AND POWER CO. BRONZE
 AW6708'TRIANGULATION STATION DISK STAMPED OAKS 1940, ATTACHED TO THE TOP OF
 AW6708'A 2 INCH SQUARE IRON POST WHICH IS 6 INCHES BELOW THE SURFACE OF
 AW6708'THE GROUND.  IT IS 22.3 FEET SOUTHWEST OF THE NORTHEAST LEG OF THE
 AW6708'WATER TANK, 16 FEET SOUTHEAST OF THE NORTHWEST LEG OF THE WATER
 AW6708'TANK AND 7.6 FEET NORTHWEST OF THE NORTH EDGE OF THE WATER TANK
 AW6708'RISER.
 AW6708'
 AW6708'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GALE 1968,
 AW6708'THE DISTANCE BEING (138.88 FEET) OR 42.332 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0983 ***********************************************************************
 CT0983  DESIGNATION -  OAKS RESET
 CT0983  PID         -  CT0983
 CT0983  STATE/COUNTY-  TX/PALO PINTO
 CT0983  USGS QUAD   -  BRAZOS EAST (1984)
 CT0983
 CT0983                         *CURRENT SURVEY CONTROL
 CT0983  ___________________________________________________________________
 CT0983* NAD 83(1993)-  32 41 34.12307(N)    098 07 00.91100(W)     ADJUSTED  
 CT0983* NAVD 88     -       334.9    (meters)    1099.     (feet)  VERTCON   
 CT0983  ___________________________________________________________________
 CT0983  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CT0983  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CT0983
 CT0983  HORZ ORDER  -  FIRST
 CT0983
 CT0983.The horizontal coordinates were established by classical geodetic methods
 CT0983.and adjusted by the National Geodetic Survey in February 1996..
 CT0983
 CT0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0983
 CT0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0983
 CT0983.The geoid height was determined by GEOID03.
 CT0983
 CT0983;                    North         East     Units Scale Factor Converg.
 CT0983;SPC TXNC     - 2,113,854.788   635,919.672   MT  0.99989211   +0 12 32.1
 CT0983;SPC TXNC     - 6,935,205.25  2,086,346.46   sFT  0.99989211   +0 12 32.1
 CT0983;UTM  14      - 3,617,577.470   582,779.736   MT  0.99968449   +0 28 37.2
 CT0983
 CT0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0983!SPC TXNC     -   0.99995199  x   0.99989211  =   0.99984410
 CT0983!UTM  14      -   0.99995199  x   0.99968449  =   0.99963649
 CT0983
 CT0983:                Primary Azimuth Mark                     Grid Az
 CT0983:SPC TXNC     -  MINERAL WELLS MUN TANK                   003 18 42.1
 CT0983:UTM  14      -  MINERAL WELLS MUN TANK                   003 02 37.0
 CT0983
 CT0983|---------------------------------------------------------------------|
 CT0983| PID    Reference Object                     Distance      Geod. Az  |
 CT0983|                                                           dddmmss.s |
 CT0983| CT0974 MINERAL WELLS MUN TANK              APPROX.14.7 KM 0033114.2 |
 CT0983| CX7846 OAKS RM                             131.432 METERS 01814     |
 CT0983| CT0971 MINERAL WELLS FT WOLTERS TANK       APPROX.11.7 KM 0291253.9 |
 CT0983| CX7847 OAKS RM 1                            13.244 METERS 10931     |
 CT0983| CX7848 OAKS RM 2                            35.124 METERS 20341     |
 CT0983| CX7845 OAKS AZ MK                                         2981235.6 |
 CT0983|---------------------------------------------------------------------|
 CT0983
 CT0983                          SUPERSEDED SURVEY CONTROL
 CT0983
 CT0983  NAD 83(1986)-  32 41 34.12692(N)    098 07 00.89452(W) AD(       ) 1
 CT0983  NAD 27      -  32 41 33.66500(N)    098 06 59.74300(W) AD(       ) 1
 CT0983  NGVD 29 (07/19/86)  334.8    (m)         1098.     (f) VERT ANG       
 CT0983
 CT0983.Superseded values are not recommended for survey control.
 CT0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0983.See file dsdata.txt to determine how the superseded data were derived.
 CT0983
 CT0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8278017577(NAD 83)
 CT0983_MARKER: DS = TRIANGULATION STATION DISK
 CT0983_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CT0983_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CT0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0983+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CT0983
 CT0983  HISTORY     - Date     Condition        Report By
 CT0983  HISTORY     - 1937     MONUMENTED       CGS
 CT0983  HISTORY     - 1960     GOOD             CGS
 CT0983  HISTORY     - 1963     GOOD             CGS
 CT0983  HISTORY     - 1967     GOOD             TXHD
 CT0983  HISTORY     - 1967     GOOD             CGS
 CT0983  HISTORY     - 1974     GOOD             TXHD
 CT0983  HISTORY     - 1978     GOOD             DMA
 CT0983  HISTORY     - 1986     GOOD
 CT0983  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0983
 CT0983                          STATION DESCRIPTION
 CT0983
 CT0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CT0983'STATION WAS FOUND AS DESCRIBED WITH THE EXCEPTION OF THE
 CT0983'REFERENCE MARK WHICH HAS BEEN DESTROYED BY THE CONSTRUCTION OF A
 CT0983'ROAD.  BLAZES ON TREES ARE ALL GROWN OVER.  FOLLOWING IS A
 CT0983'NEW DESCRIPTION.
 CT0983'
 CT0983'ABOUT 8-1/4 MILES S OF MINERAL WELLS, ON THE E SHORE OF THE
 CT0983'BRAZOS RIVER, NEAR THE EXTREME SOUTHERN END OF A LONG HIGH RIDGE
 CT0983'OF WOODED TABLELAND ON WHAT IS KNOWN AS INSPIRATION POINT.
 CT0983'
 CT0983'STATION IS ABOUT 100 YARDS E OF A HOUSE THAT IS AT EDGE OF BLUFF,
 CT0983'100 YARDS NW OF THE EXTREME S END OF RIDGE AND ABOUT 130 YARDS
 CT0983'S OF GRADED ROAD.
 CT0983'
 CT0983'THE UNDERGROUND MARK IS A LARGE SPIKE EMBEDDED IN A MASS
 CT0983'OF CONCRETE.
 CT0983'
 CT0983'THE SURFACE MARK WAS A LARGE NAIL IN TERRA-COTTA PIPE SET
 CT0983'IN CONCRETE.  THE NAIL WAS REMOVED AND A STANDARD BRONZE DISK
 CT0983'WAS SET IN ITS PLACE.  STATION IS FLUSH WITH THE GROUND, AND
 CT0983'IS ABOUT 45 YARDS N FROM THE BLUFF.
 CT0983'
 CT0983'TWO NEW REFERENCE MARKS WERE SET.  REFERENCE MARK NO. 1, IS A
 CT0983'STANDARD BRONZE DISK SET IN SOLID OUTCROP, FLUSH WITH THE
 CT0983'GROUND ESE OF THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD
 CT0983'BRONZE DISK SET IN SOLID ROCK OUTCROP SSW OF STATION AND
 CT0983'13 PACES N OF BLUFF.
 CT0983'
 CT0983'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN SOLID ROCK
 CT0983'OUTCROP AT EDGE OF BLUFF ABOUT 0.15 MILE WNW OF STATION.  IT IS
 CT0983'ABOUT 40 YARDS WNW OF A SMALL BUILDING AND ABOUT 75 YARDS
 CT0983'E OF A WOVEN WIRE FENCE THAT IS W OF THE MAIN MINERAL WELLS ROAD.
 CT0983'
 CT0983'REACHED FROM THE LARGE SIGN ACROSS THE STREET AT THE MAIN
 CT0983'INTERSECTION IN MINERAL WELLS, THAT READS, WELCOME TO MINERAL
 CT0983'WELLS HOME OF CRAZY GO W ON U.S. HIGHWAY 80 FOR 5 BLOCKS, THEN
 CT0983'TURN LEFT AND GO S ON SW 5TH AVENUE, AND FOLLOW A GRAVEL ROAD
 CT0983'S FOR 8.4 MILES TO S END OF RIDGE, THENCE LEAVE GRADED ROAD, TAKE
 CT0983'RIGHT FORK AT SIGN INSPIRATION POINT AND FOLLOW TRAIL ROAD SE
 CT0983'FOR 0.05 MILE TO A GATE NEAR A HOUSE, THENCE PASS THROUGH GATE
 CT0983'AND CONTINUE FOR 0.05 MILE TO STATION TO LEFT OF TRAIL ROAD.
 CT0983'
 CT0983'NOTE--TREES SURROUNDING THIS STATION ARE ABOUT 30 FEET HIGH.
 CT0983'ELEVATION OF STATION 334.8 METERS (1,098 FEET).
 CT0983
 CT0983                          STATION RECOVERY (1960)
 CT0983
 CT0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 CT0983'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION
 CT0983'AS DESCRIBED.  TO REACH THE STATION FROM RAILROAD STATION
 CT0983'IN MINERAL WELLS, GO SOUTH ON U.S. 281 FOR 6.10 MILES TO
 CT0983'GRAVEL ROAD RIGHT (WEST).  TURN ON GRAVEL ROAD AND GO 1.04 MILE
 CT0983'TO GRAVEL ROAD LEFT (SOUTH).  FOLLOW GRAVEL ROAD SOUTH AND
 CT0983'TO END OF CURVE LEFT, A DISTANCE OF 1.84 MILES WHERE TRAIL
 CT0983'GOES OFF TO RIGHT FORWARD (SOUTHEAST).  FOLLOW TRAIL FOR 0.13
 CT0983'MILES.  STATION SETS 60 FEET LEFT (NORTH) OF THIS POINT.
 CT0983
 CT0983                          STATION RECOVERY (1963)
 CT0983
 CT0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (EFS)
 CT0983'STATION WAS RECOVERED IN EXCELLENT CONDITION.  ALL REFERENCE
 CT0983'MARKS HAVE BEEN RECOVERED.
 CT0983'
 CT0983'THE DESCRIPTION SHOULD INCLUDE--HOUSE REMOVED, STORM CELLAR
 CT0983'REMAINS, BUT STATION IS 100 YDS. NW OF CELLAR, ALSO ABOUT 20 YDS.
 CT0983'NE OF CELLAR AN ELECTRIC POLE IS INSTALLED WITH ANTENNA ON TOP.
 CT0983'THE AZIMUTH MARK CAN BE RECOVERED EASIER THAN THE STATION.
 CT0983
 CT0983                          STATION RECOVERY (1967)
 CT0983
 CT0983'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1967
 CT0983'STATION MARK--A STANDARD USC AND GS DISK STAMPED ---OAKS 1902,
 CT0983'1937---, IN A TERRA-COTTA PIPE FILLED WITH CONCRETE AND FLUSH WITH
 CT0983'THE GROUND.
 CT0983
 CT0983                          STATION RECOVERY (1967)
 CT0983
 CT0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 CT0983'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 CT0983'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS
 CT0983'TO REFERENCE MARKS 1 AND 2 WERE VERIFIED AND FOUND TO BE CORRECT.
 CT0983'
 CT0983'THE STATION MARK IS STAMPED OAKS 1902 1937, SET IN A TERRA-COTTA
 CT0983'PIPE SURROUNDED BY CONCRETE WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 CT0983'IT IS 59 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A TRACK ROAD
 CT0983'AND 13.8 FEET NORTHEAST OF A METAL WITNESS POST.
 CT0983'
 CT0983'REFERENCE MARK 1 IS STAMPED OAKS NO 1 1902 1937, CEMENTED IN A DRILL
 CT0983'HOLE IN A 3 X 2 FOOT ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
 CT0983'IT IS 68 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND
 CT0983'43.0 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS POST.
 CT0983'
 CT0983'REFERENCE MARK 2 IS STAMPED OAKS NO 2 1902 1937, CEMENTED IN A DRILL
 CT0983'HOLE IN A 5 X 7 FOOT ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
 CT0983'IT IS 101.0 FEET SOUTHWEST OF THE METAL WITNESS POST, 56 FEET
 CT0983'SOUTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 45.0 FEET
 CT0983'EAST OF THE EAST EDGE OF THE BLUFF.
 CT0983'
 CT0983'AZIMUTH MARK IS STAMPED OAKS 1902 1937, CEMENTED IN A DRILL HOLE IN A
 CT0983'4 X 7 FOOT ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.  IT IS 77
 CT0983'FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 10.0 FEET
 CT0983'EAST OF THE EAST EDGE OF THE BLUFF.
 CT0983'
 CT0983'TO REACH THE STATION FROM THE POST OFFICE IN MINERAL WELLS, GO EAST
 CT0983'ON U.S. 180 FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAYS 180 AND
 CT0983'281, TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 281 FOR 1.6 MILES TO
 CT0983'FARM ROAD 2256 ON RIGHT.  TURN RIGHT AND GO WEST AND SOUTH ON FARM
 CT0983'ROAD 2256 FOR 4.95 MILES TO THE END OF THE PAVEMENT, CONTINUE
 CT0983'SOUTH ON A GRAVELED ROAD FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 CT0983'RIGHT.  TO REACH THE STATION FROM THIS POINT CONTINUE SOUTH FOR
 CT0983'0.05 MILE TO A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO
 CT0983'SOUTHEAST FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CT0983'
 CT0983'HEIGHT OF LIGHT ABOVE STATION MARK 22.71 METERS.
 CT0983
 CT0983                          STATION RECOVERY (1974)
 CT0983
 CT0983'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (SSG)
 CT0983'OAKS 1902-1937-GOOD
 CT0983'
 CT0983'AZIMUTH OAKS-GOOD
 CT0983'
 CT0983'REF. MARK 1-GOOD
 CT0983'
 CT0983'REF. MARK 2-NOT FOUND
 CT0983'
 CT0983'NEW DESCRIPTION--FROM U.S. 180 AND U.S. 281 IN MINERAL WELLS,
 CT0983'GO SOUTH ON U.S. 281 1.8 MILES TO FM 2256.  FOLLOW FM 2256 TO
 CT0983'END OF PAVEMENT, THEN CONTINUE ON GRADED ROAD FOR 1.8 MI. TO
 CT0983'AREA KNOWN LOCALLY AS INSPIRATION POINT, BEAR SOUTH ON TRACK
 CT0983'ROAD, ALONG EDGE OF BLUFF FOR 0.2 MILES TO SITE OF MARK.  MARK
 CT0983'IS APPROX. 60 FT. NORTH OF TRACK ROAD AND APPROX. 200 FT.
 CT0983'N.W. FROM ABANDONED CELLER.  SITE OF MARK HAS SEVERAL SMALL
 CT0983'BOULDERS AROUND IT.  AZIMUTH AND R.M. 1 RECOVERED AS
 CT0983'DESCRIBED.  R.M. 2 NOT FOUND.
 CT0983
 CT0983                          STATION RECOVERY (1978)
 CT0983
 CT0983'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (CP)
 CT0983'OAKS 1902 1937 RECOVERED GOOD.
 CT0983'
 CT0983'OAKS NO 1 1902 1907 RECOVERED GOOD.
 CT0983'
 CT0983'OAKS RM NO. 2 AND OAKS AZ MARK ARE NOT READABLE.  DISKS HAVE BEEN
 CT0983'MUTILATED.
 CT0983'
 CT0983'A LOCKED GATE BLOCKS ENTRANCE TO THE STATION SITE.  THE PROPERTY
 CT0983'OWNER, MR. EICHLER IS PLANNING TO BUILD A HOUSE IN THE STATION AREA
 CT0983'BUT SAID HE WOULD TAKE ALL PRECAUTIONS TO PROTECT THE MONUMENTS.
 CT0983'
 CT0983'DISTANCE AND DIRECTION FROM NEAREST TOWN--TWO MILES N.E. OF BRAZOS,
 CT0983'TEXAS.
 CT0983
 CT0983                          STATION RECOVERY (1986)
 CT0983
 CT0983'RECOVERED 1986
 CT0983'RECOVERED IN GOOD CONDITION.
 CT0983
 CT0983                          STATION RECOVERY (2002)
 CT0983
 CT0983'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0984 ***********************************************************************
 CT0984  DESIGNATION -  OAKS RM A 1967
 CT0984  PID         -  CT0984
 CT0984  STATE/COUNTY-  TX/PALO PINTO
 CT0984  USGS QUAD   -  BRAZOS EAST (1984)
 CT0984
 CT0984                         *CURRENT SURVEY CONTROL
 CT0984  ___________________________________________________________________
 CT0984* NAD 83(1993)-  32 41 34.36715(N)    098 07 01.83756(W)     ADJUSTED  
 CT0984* NAVD 88     -       335.0    (meters)    1099.     (feet)  VERTCON   
 CT0984  ___________________________________________________________________
 CT0984  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CT0984  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CT0984
 CT0984  HORZ ORDER  -  FIRST
 CT0984
 CT0984.The horizontal coordinates were established by classical geodetic methods
 CT0984.and adjusted by the National Geodetic Survey in February 1996..
 CT0984
 CT0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0984
 CT0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0984
 CT0984.The geoid height was determined by GEOID03.
 CT0984
 CT0984;                    North         East     Units Scale Factor Converg.
 CT0984;SPC TXNC     - 2,113,862.218   635,895.511   MT  0.99989210   +0 12 31.6
 CT0984;SPC TXNC     - 6,935,229.63  2,086,267.19   sFT  0.99989210   +0 12 31.6
 CT0984;UTM  14      - 3,617,584.786   582,755.546   MT  0.99968445   +0 28 36.7
 CT0984
 CT0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0984!SPC TXNC     -   0.99995197  x   0.99989210  =   0.99984408
 CT0984!UTM  14      -   0.99995197  x   0.99968445  =   0.99963644
 CT0984
 CT0984:                Primary Azimuth Mark                     Grid Az
 CT0984:SPC TXNC     -  MINERAL WELLS HOTEL CUPOLA               002 09 50.6
 CT0984:UTM  14      -  MINERAL WELLS HOTEL CUPOLA               001 53 45.5
 CT0984
 CT0984|---------------------------------------------------------------------|
 CT0984| PID    Reference Object                     Distance      Geod. Az  |
 CT0984|                                                           dddmmss.s |
 CT0984| CT0975 MINERAL WELLS HOTEL CUPOLA          APPROX.12.9 KM 0022222.2 |
 CT0984| CT0974 MINERAL WELLS MUN TANK              APPROX.14.7 KM 0033657.2 |
 CT0984| CT0971 MINERAL WELLS FT WOLTERS TANK       APPROX.11.7 KM 0292007.8 |
 CT0984| CT0983 OAKS RESET                           25.280 METERS 10718     |
 CT0984| CT0980 UPHAM                               APPROX.16.0 KM 3552138.3 |
 CT0984|---------------------------------------------------------------------|
 CT0984
 CT0984                          SUPERSEDED SURVEY CONTROL
 CT0984
 CT0984  NAD 83(1986)-  32 41 34.37098(N)    098 07 01.82101(W) AD(       ) 1
 CT0984  NAD 27      -  32 41 33.90909(N)    098 07 00.66953(W) AD(       ) 1
 CT0984  NGVD 29 (07/19/86)  334.9    (m)         1099.     (f) VERT ANG       
 CT0984
 CT0984.Superseded values are not recommended for survey control.
 CT0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0984.See file dsdata.txt to determine how the superseded data were derived.
 CT0984
 CT0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8275617585(NAD 83)
 CT0984_MARKER: DS = TRIANGULATION STATION DISK
 CT0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0984+STABILITY: SURFACE MOTION
 CT0984
 CT0984  HISTORY     - Date     Condition        Report By
 CT0984  HISTORY     - 1967     MONUMENTED       CGS
 CT0984  HISTORY     - 20020316 GOOD             USPSQD
 CT0984
 CT0984                          STATION DESCRIPTION
 CT0984
 CT0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 CT0984'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME PROPERTY
 CT0984'AS TRIANGULATION STATION OAKS 1902 1937.
 CT0984'
 CT0984'STATION IS A STANDARD TRIANGULATION STATION MARK DISK, STAMPED OAKS
 CT0984'RM A 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 CT0984'WITH THE SURFACE OF THE GROUND.  A SUB-SURFACE STATION MARK DISK
 CT0984'WAS SET AND THE DISK IS STAMPED THE SAME AS THE STATION SURFACE
 CT0984'DISK.
 CT0984'
 CT0984'STATION MARK IS 100 FEET NORTHEAST OF THE SOUTHWEST EDGE OF A BLUFF,
 CT0984'86.4 FEET WEST-NORTHWEST OF A METAL WITNESS POST, 46.0 FEET
 CT0984'SOUTHWEST OF A 12-INCH OAK TREE AND 29 FEET NORTHEAST OF THE
 CT0984'APPROXIMATE CENTER OF A TRACK ROAD.
 CT0984'
 CT0984'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION OAKS 1902
 CT0984'1937, DISTANCE BEING 25.282 METERS OR 82.94 FEET, EAST.
 CT0984
 CT0984                          STATION RECOVERY (2002)
 CT0984
 CT0984'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1879 ***********************************************************************
 FL1879  DESIGNATION -  OASIS
 FL1879  PID         -  FL1879
 FL1879  STATE/COUNTY-  TX/HEMPHILL
 FL1879  USGS QUAD   -  DREYFOOS (1972)
 FL1879
 FL1879                         *CURRENT SURVEY CONTROL
 FL1879  ___________________________________________________________________
 FL1879* NAD 83(1993)-  35 55 59.93380(N)    100 03 20.70511(W)     ADJUSTED  
 FL1879* NAVD 88     -       759.     (meters)    2490.     (feet)  SCALED    
 FL1879  ___________________________________________________________________
 FL1879  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FL1879  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FL1879
 FL1879  HORZ ORDER  -  SECOND
 FL1879
 FL1879.The horizontal coordinates were established by classical geodetic methods
 FL1879.and adjusted by the National Geodetic Survey in February 1996..
 FL1879
 FL1879.The orthometric height was scaled from a topographic map.
 FL1879
 FL1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1879
 FL1879.The geoid height was determined by GEOID03.
 FL1879
 FL1879;                    North         East     Units Scale Factor Converg.
 FL1879;SPC TX N     - 1,215,431.403   330,317.330   MT  0.99995124   +0 50 13.2
 FL1879;SPC TX N     - 3,987,627.86  1,083,716.11   sFT  0.99995124   +0 50 13.2
 FL1879;SPC OK N     -   105,517.523   414,512.397   MT  0.99995371   -1 12 47.5
 FL1879;SPC OK N     -   346,185.41  1,359,946.09   sFT  0.99995371   -1 12 47.5
 FL1879;UTM  14      - 3,977,067.082   404,765.899   MT  0.99971175   -0 37 10.6
 FL1879
 FL1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1879!SPC TX N     -   0.99988529  x   0.99995124  =   0.99983653
 FL1879!SPC OK N     -   0.99988529  x   0.99995371  =   0.99983900
 FL1879!UTM  14      -   0.99988529  x   0.99971175  =   0.99959707
 FL1879
 FL1879|---------------------------------------------------------------------|
 FL1879| PID    Reference Object                     Distance      Geod. Az  |
 FL1879|                                                           dddmmss.s |
 FL1879| CK9538 OASIS RM 1                           23.065 METERS 04859     |
 FL1879| CK9537 OASIS AZ MK                                        0792532.0 |
 FL1879| CK9539 OASIS RM 2                           14.867 METERS 26347     |
 FL1879|---------------------------------------------------------------------|
 FL1879
 FL1879                          SUPERSEDED SURVEY CONTROL
 FL1879
 FL1879  NAD 83(1993)-  35 55 59.93392(N)    100 03 20.70511(W) AD(       ) 2
 FL1879  NAD 83(1986)-  35 55 59.93997(N)    100 03 20.69321(W) AD(       ) 2
 FL1879  NAD 27      -  35 55 59.78200(N)    100 03 19.25500(W) AD(       ) 2
 FL1879
 FL1879.Superseded values are not recommended for survey control.
 FL1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1879.See file dsdata.txt to determine how the superseded data were derived.
 FL1879
 FL1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0476677067(NAD 83)
 FL1879_MARKER: DS = TRIANGULATION STATION DISK
 FL1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1879
 FL1879  HISTORY     - Date     Condition        Report By
 FL1879  HISTORY     - 1952     MONUMENTED       CGS
 FL1879  HISTORY     - 1972     GOOD             USGS
 FL1879
 FL1879                          STATION DESCRIPTION
 FL1879
 FL1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1879'THE STATION IS LOCATED ABOUT 18.5 MILES EAST-NORTHEAST OF
 FL1879'CANADIAN, 13.5 MILES SOUTH OF HIGGINS AND 13 MILES EAST-SOUTHEAST
 FL1879'OF GLAZIER.  THE MARK, STAMPED OASIS 1952, IS A BRONZE DISK
 FL1879'SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES AND
 FL1879'IS SET ON THE SUMMIT OF A BRUSH-COVERED, SANDY, KNOLL, THE
 FL1879'HIGHEST IN THE IMMEDIATE VICINITY.
 FL1879'
 FL1879'REFERENCE MARK NO. 1, STAMPED OASIS NO 1 1952, IS A BRONZE
 FL1879'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 FL1879'4 INCHES AND IS 2 FEET LOWER THAN THE STATION.
 FL1879'
 FL1879'REFERENCE MARK NO. 2, STAMPED OASIS NO 2 1952, IS A BRONZE
 FL1879'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 FL1879'4 INCHES AND IS 4 FEET LOWER THAN THE STATION.
 FL1879'
 FL1879'THE AZIMUTH MARK, STAMPED OASIS 1952, IS A BRONZE DISK SET
 FL1879'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 FL1879'AND IS SET ON THE SUMMIT OF A GRASSY KNOLL.  IT IS 4 FEET
 FL1879'NORTH OF A WHITE WITNESS POST AND 60 FEET NORTH OF A TRACK
 FL1879'ROAD.
 FL1879'
 FL1879'TO REACH THE STATION FROM THE POST OFFICE IN GLAZIER.  GO
 FL1879'NORTHEAST ON U.S. HIGHWAY 60 FOR 2.2 MILES TO A T-ROAD SOUTH
 FL1879'AT SIGN LAKE MARVIN.  TURN RIGHT, SOUTH, AND FOLLOW THE MAIN
 FL1879'ROAD SOUTH, EAST, AND SOUTH FOR 4.6 MILES TO A ROAD FORKS AND
 FL1879'SIGN LAKE MARVIN.  TURN LEFT, EAST, AND FOLLOW THE MAIN ROAD
 FL1879'FOR 8.6 MILES TO A T-ROAD.  TURN RIGHT, SOUTH, AND GO 0.6 MILE
 FL1879'TO A CITIES SERVICE BOOSTER STATION.  CONTINUE SOUTH ON THE MAIN
 FL1879'ROAD FOR 1.7 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD AND
 FL1879'CONTINUE ON THE MAIN ROAD FOR 2.3 MILES TO A CATTLE GUARD.
 FL1879'CROSS CATTLE GUARD AND CONTINUE ON MAIN ROAD FOR 0.25 MILE
 FL1879'TO A FORK AT LEFT CURVE IN MAIN ROAD.  TAKE THE RIGHT
 FL1879'FORK AND GO 0.35 MILE ON TRACK ROAD TO A CATTLE GUARD AT
 FL1879'THE ENTRANCE TO OASIS RANCH.  TURN RIGHT ACROSS CATTLE
 FL1879'GUARD AND GO NORTHWESTERLY ACROSS CREEK FOR 0.15 MILE.
 FL1879'PASS TO THE RIGHT OF THE RANCH BUILDINGS AND GO
 FL1879'NORTHERLY FOR 0.25 MILE TO A ROAD FORK AND AZIMUTH MARK AT
 FL1879'THE SUMMIT OF A GRASSY KNOLL ON THE RIGHT, NORTH, SIDE
 FL1879'OF ROAD.  TO REACH THE STATION FROM THIS ROAD FORK, GO
 FL1879'WESTERLY ON LEFT FORK OF ROAD FOR 0.65 MILE TO THE TOP
 FL1879'OF THE KNOLL AND TURN LEFT, SOUTH, ACROSS COUNTRY TO THE
 FL1879'HIGHEST POINT OF THE KNOLL AND STATION SITE.
 FL1879'
 FL1879'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FL1879
 FL1879                          STATION RECOVERY (1972)
 FL1879
 FL1879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RCN)
 FL1879'TO REACH STATION FROM HIGGINS.  GO SOUTH ON FM 1453 TO JCT. WITH
 FL1879'FM 2758, CONTINUE SOUTH ON FM 1453 FOR .9,, MILE THROUGH
 FL1879'DREYFOOS TO Y-ROAD.  TAKE RIGHT FORK AND TRAVEL ON MAIN ROAD
 FL1879'FOR 3.3 MILES TO ROAD FOR JUST PAST A CATTLEGUARD, TAKE
 FL1879'RIGHT FORK AND GO 1.2 MILES TO AN OIL WELL, CONTINUE WEST
 FL1879'ACROSS SAND DUES FOR 0.2 MILE, AND END OF TRUCK TRAVEL.  STATION
 FL1879'IS ON HIGHEST TOP ON NORTH ABOUT 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1449 ***********************************************************************
 AB1449  DESIGNATION -  OASIS 1939
 AB1449  PID         -  AB1449
 AB1449  STATE/COUNTY-  TX/KENEDY
 AB1449  USGS QUAD   -  POTRERO LOPENO SE (1975)
 AB1449
 AB1449                         *CURRENT SURVEY CONTROL
 AB1449  ___________________________________________________________________
 AB1449* NAD 83(1993)-  26 46 03.90504(N)    097 21 17.28534(W)     ADJUSTED  
 AB1449* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AB1449  ___________________________________________________________________
 AB1449  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AB1449  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AB1449
 AB1449  HORZ ORDER  -  SECOND
 AB1449
 AB1449.The horizontal coordinates were established by classical geodetic methods
 AB1449.and adjusted by the National Geodetic Survey in February 1996..
 AB1449
 AB1449.The orthometric height was scaled from a topographic map.
 AB1449
 AB1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1449
 AB1449.The geoid height was determined by GEOID03.
 AB1449
 AB1449;                    North         East     Units Scale Factor Converg.
 AB1449;SPC TX S     - 5,122,507.746   413,886.526   MT  0.99990303   +0 31 11.7
 AB1449;SPC TX S     -16,806,094.16  1,357,892.71   sFT  0.99990303   +0 31 11.7
 AB1449;UTM  14      - 2,961,769.881   663,576.127   MT  0.99993034   +0 44 28.0
 AB1449
 AB1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1449!SPC TX S     -   1.00000305  x   0.99990303  =   0.99990608
 AB1449!UTM  14      -   1.00000305  x   0.99993034  =   0.99993339
 AB1449
 AB1449:                Primary Azimuth Mark                     Grid Az
 AB1449:SPC TX S     -  WRECK 1939                               162 20 19.8
 AB1449:UTM  14      -  WRECK 1939                               162 07 03.5
 AB1449
 AB1449|---------------------------------------------------------------------|
 AB1449| PID    Reference Object                     Distance      Geod. Az  |
 AB1449|                                                           dddmmss.s |
 AB1449| AB1394 WRECK 1939                          APPROX. 8.5 KM 1625131.5 |
 AB1449|---------------------------------------------------------------------|
 AB1449
 AB1449                          SUPERSEDED SURVEY CONTROL
 AB1449
 AB1449  NAD 83(1986)-  26 46 03.92216(N)    097 21 17.25354(W) AD(       ) 2
 AB1449  NAD 27      -  26 46 02.70700(N)    097 21 16.32600(W) AD(       ) 2
 AB1449
 AB1449.Superseded values are not recommended for survey control.
 AB1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1449.See file dsdata.txt to determine how the superseded data were derived.
 AB1449
 AB1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6357661770(NAD 83)
 AB1449_MARKER: P = PIPE CAP
 AB1449_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1449_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1449
 AB1449  HISTORY     - Date     Condition        Report By
 AB1449  HISTORY     - 1939     MONUMENTED       CGS
 AB1449  HISTORY     - 1946     GOOD             SUNOCO
 AB1449  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1449  HISTORY     - 1968     MARK NOT FOUND   CGS
 AB1449  HISTORY     - 1969     GOOD             CGS
 AB1449  HISTORY     - 1979     GOOD             NGS
 AB1449
 AB1449                          STATION DESCRIPTION
 AB1449
 AB1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1449'STATION OASIS IS LOCATED ABOUT 49.75 MILES NNW OF BRAZOS SANTIAGO
 AB1449'PASS AND ABOUT 0.75 MILE W OF BEACH ON GRASS-COVERED FLATS
 AB1449'ALMOST SURROUNDED BY SAND DUNES.  THERE IS A SMALL FRESH WATER
 AB1449'POND 100 FEET N OF THE STATION.
 AB1449'
 AB1449'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1449'TOP OF A 3-INCH GALVANIZED-IRON PIPE 6 FEET LONG, EMBEDDED
 AB1449'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1449'
 AB1449'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 AB1449
 AB1449                          STATION RECOVERY (1946)
 AB1449
 AB1449'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AB1449'A 15-FOOT SAND DUNE HAS COVERED THE POSITION OF THIS MARK.
 AB1449'NO ATTEMPT WAS MADE TO UNEARTH IT.  IT IS PROBABLY IN GOOD
 AB1449'CONDITION UNDERNEATH THE SAND DUNE.
 AB1449
 AB1449                          STATION RECOVERY (1949)
 AB1449
 AB1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1449'STATION NOT FOUND.  LOCALITY OF STATION COVERED BY DRIFTING SAND.
 AB1449'NO REMAINS OF SIGNAL FOUND.
 AB1449
 AB1449                          STATION RECOVERY (1968)
 AB1449
 AB1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 AB1449'STATION LOST.  THE AREA WAS SEARCHED THOROUGHLY, BUT NO EVIDENCE
 AB1449'COULD BE FOUND.  STATION COULD POSSIBLY BE COVERED BY DRIFTING
 AB1449'SAND, BUT STILL INTACT.
 AB1449
 AB1449                          STATION RECOVERY (1969)
 AB1449
 AB1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1449'THE STATION WAS RECOVERED AS DESCRIBED WITH ONE EXCEPTION.  THE
 AB1449'FRESH WATER POND NO LONGER EXISTS.  THE STATION IS UNDER A
 AB1449'10-FOOT STAND AT THE PRESENT TIME AND IS 18 FEET SOUTH OF HIGH
 AB1449'SHIFTING DUNES, 1 FOOT EAST OF A STEEL WITNESS POST AND 1.5
 AB1449'FEET NORTH OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT 18 INCHES.
 AB1449'(THE STATION COULD BE COVERED WITH SAND AT ANY TIME.)
 AB1449'
 AB1449'TO REACH THE STATION FROM THE ENTRANCE TO THE PADRE ISLAND
 AB1449'CAUSEWAY (JUST SOUTH OF THE CORPUS CHRISTI NAVAL AIR STATION),
 AB1449'GO EAST ACROSS THE CAUSEWAY FOR 4.9 MILES TO A JUNCTION
 AB1449'WITH PARK ROADS 22 AND 53.  KEEP STRAIGHT AHEAD ON PARK ROAD
 AB1449'53 FOR 15.65 MILES TO THE END OF THE PAVEMENT AT THE GULF
 AB1449'BEACH.  TURN RIGHT AND GO SOUTHERLY DOWN BEACH FOR 7.0 MILES TO
 AB1449'A SIGN 4-WHEEL DRIVE VEHICLES ONLY BEYOND THIS POINT.  CONTINUE
 AB1449'DOWN BEACH FOR 8.9 MILES TO YARBOROUGH PASS.  CONTINUE SOUTH
 AB1449'FOR 3.95 MILES TO A BROAD PASS AND A TRACK ROAD LEADING WEST
 AB1449'THROUGH THE DUNES.  TURN RIGHT AND GO WESTERLY ON THE TRACK
 AB1449'ROAD FOR 0.8 MILE TO A REVERSE Y-INTERSECTION.  KEEP
 AB1449'STRAIGHT AHEAD, SOUTHERLY, ON A TRACK ROAD FOR 12.95 MILES
 AB1449'TO A POINT WHERE THE ROAD COMES BACK TO THE BEACH AT A LONE
 AB1449'CABIN.  TURN RIGHT AND GO SOUTH ALONG BEACH FOR 11.75 MILES
 AB1449'TO A LOW CUT ON THE RIGHT.  GO SOUTH, DOWN BEACH, FOR 4.0
 AB1449'MILES TO A WIDE WASH.  LEAVE BEACH AND PACK ACROSS
 AB1449'DESERT SANDS FOR APPROXIMATELY 0.8 MILE ON A TRUE BEARING OF 77
 AB1449'DEGREES TO THE STATION.
 AB1449'
 AB1449'STATION NOT OCCUPIED.
 AB1449
 AB1449                          STATION RECOVERY (1979)
 AB1449
 AB1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1449'STATION NOT OCCUPIED.
 AB1449'
 AB1449'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY
 AB1449'L. F. S. IN 1969.
 AB1449'
 AB1449'NO REFERENCE OR AZIMUTH MARKS HAVE BEEN SET AT THIS STATION.
 AB1449'
 AB1449'STATION MARK IS A STANDARD DISK, STAMPED OASIS 1939, ON TOP OF A
 AB1449'3-INCH IRON PIPE WHICH PROJECTS 15 INCHES.  STATION IS UNDER AN OLD
 AB1449'WOODEN STAND THAT IS ABOUT 10 FEET HIGH.  THE STAND IS IN POOR
 AB1449'CONDITION AND MAY NOT LAST MUCH LONGER BUT IS A GREAT HELP IN
 AB1449'RECOVERING THE STATION AS THE SHIFTING SAND DUNES COULD COVER THE
 AB1449'MARK AT ANY TIME.
 AB1449'
 AB1449'TO REACH FROM THE END OF THE PAVED ROAD (PARK ROAD 22) ABOUT 2 MILES
 AB1449'SOUTH OF THE PADRE ISLAND NATIONAL SEASHORE INFORMATION OFFICE, GO
 AB1449'SOUTH ALONG THE BEACH (NEED 4-WHEEL DRIVE AFTER FIRST 4 OR 5 MILES)
 AB1449'FOR 16 MILES TO YARBOROUGH PASS (NOW FILLED WITH SAND, BUT THERE
 AB1449'IS A SIGN YARBOROUGH PASS) AND TRACK SAND ROAD RIGHT.  CONTINUE
 AB1449'ALONG THE BEACH FOR 18 MILES TO A CUT THROUGH THE SAND DUNES (FROM
 AB1449'GULF TO BAY).  (WATER IS ABOUT 10 INCHES DEEP AND 10 FEET WIDE
 AB1449'AT HIGH TIDE).  CROSS AND CONTINUE SOUTH ALONG BEACH FOR 8.2
 AB1449'MILES TO STATION METEOR 1939 ON THE RIGHT (IT IS ABOUT 0.3 MILE BACK
 AB1449'FROM THE BEACH BUT CAN BE SEEN FROM THE TOP OF MOST ANY OF THE DUNES
 AB1449'IN THE AREA).  CONTINUE ALONG BEACH FOR 4.1 MILES TO END OF
 AB1449'TRUCK TRAVEL.  PACK WESTERLY ACROSS SAND DUNES FOR ABOUT 0.8
 AB1449'MILE TO STAND AND STATION.
 AB1449'
 AB1449'A HELICOPTER CAN LAND NEAR THE STATION.
 AB1449'
 AB1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14-1/2 MILES NNE
 AB1449'OF PORT MANSFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1415 ***********************************************************************
 AJ1415  DESIGNATION -  OASIS AT AND T MICRO
 AJ1415  PID         -  AJ1415
 AJ1415  STATE/COUNTY-  TX/WEBB
 AJ1415  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1415
 AJ1415                         *CURRENT SURVEY CONTROL
 AJ1415  ___________________________________________________________________
 AJ1415* NAD 83(1993)-  27 59 44.38328(N)    099 31 47.90904(W)     ADJUSTED  
 AJ1415* NAVD 88     -                                                        
 AJ1415  ___________________________________________________________________
 AJ1415  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AJ1415  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AJ1415
 AJ1415  HORZ ORDER  -  THIRD
 AJ1415
 AJ1415.The horizontal coordinates were established by classical geodetic methods
 AJ1415.and adjusted by the National Geodetic Survey in February 1996..
 AJ1415
 AJ1415
 AJ1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1415
 AJ1415.The geoid height was determined by GEOID03.
 AJ1415
 AJ1415;                    North         East     Units Scale Factor Converg.
 AJ1415;SPC TX S     - 5,258,459.999   198,682.258   MT  1.00004512   -0 28 03.4
 AJ1415;SPC TX S     -17,252,130.85    651,843.37   sFT  1.00004512   -0 28 03.4
 AJ1415;UTM  14      - 3,096,834.963   447,889.042   MT  0.99963352   -0 14 55.6
 AJ1415
 AJ1415                          SUPERSEDED SURVEY CONTROL
 AJ1415
 AJ1415  NAD 83(1986)-  27 59 44.37973(N)    099 31 47.88278(W) AD(       ) 4
 AJ1415  NAD 27      -  27 59 43.35515(N)    099 31 46.73973(W) AD(       ) 3
 AJ1415
 AJ1415.Superseded values are not recommended for survey control.
 AJ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1415.See file dsdata.txt to determine how the superseded data were derived.
 AJ1415
 AJ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4788996835(NAD 83)
 AJ1415_MARKER: 45 = MICROWAVE TOWER
 AJ1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1415+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AJ1415
 AJ1415  HISTORY     - Date     Condition        Report By
 AJ1415  HISTORY     - 1972     FIRST OBSERVED   NGS
 AJ1415  HISTORY     - 20020326 GOOD             USPSQD
 AJ1415
 AJ1415                          STATION DESCRIPTION
 AJ1415
 AJ1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AJ1415'THE STATION, OASIS AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE KLS
 AJ1415'31, IS THE LIGHT ATOP A FOUR LEGGED, SELF-SUPPORTING TOWER, PAINTED
 AJ1415'RED AND WHITE, THAT HAS AN OVERALL HEIGHT OF 300 FEET.  IT IS OWNED
 AJ1415'BY THE AMERICAN TELEPHONE AND TELEGRAPH, BELL SYSTEMS, LONG LINES
 AJ1415'DIVISION.  THE TELEPHONE NUMBER OF THE SAN ANTONIO OFFICE OF THE
 AJ1415'COMPANY IS 723-7457.
 AJ1415'
 AJ1415'THE STATION IS ABOUT 2.5 MILES SOUTH OF THE SMALL SETTLEMENT OF OASIS
 AJ1415'AND 0.05 MILE EAST OF U.S. HIGHWAY 83.
 AJ1415'
 AJ1415'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND U.S.
 AJ1415'HIGHWAY 83 AT OASIS, GO SOUTH ON HIGHWAY 83 FOR 2.2 MILES TO THE
 AJ1415'STATION ON THE LEFT.
 AJ1415
 AJ1415                          STATION RECOVERY (2002)
 AJ1415
 AJ1415'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1416 ***********************************************************************
 AJ1416  DESIGNATION -  OASIS VUMORE CO MICROWAVE
 AJ1416  PID         -  AJ1416
 AJ1416  STATE/COUNTY-  TX/WEBB
 AJ1416  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1416
 AJ1416                         *CURRENT SURVEY CONTROL
 AJ1416  ___________________________________________________________________
 AJ1416* NAD 83(1993)-  27 59 37.73697(N)    099 32 13.49161(W)     ADJUSTED  
 AJ1416* NAVD 88     -                                                        
 AJ1416  ___________________________________________________________________
 AJ1416  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AJ1416  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AJ1416
 AJ1416  HORZ ORDER  -  THIRD
 AJ1416
 AJ1416.The horizontal coordinates were established by classical geodetic methods
 AJ1416.and adjusted by the National Geodetic Survey in February 1996..
 AJ1416
 AJ1416
 AJ1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1416
 AJ1416.The geoid height was determined by GEOID03.
 AJ1416
 AJ1416;                    North         East     Units Scale Factor Converg.
 AJ1416;SPC TX S     - 5,258,261.127   197,981.554   MT  1.00004456   -0 28 15.0
 AJ1416;SPC TX S     -17,251,478.38    649,544.48   sFT  1.00004456   -0 28 15.0
 AJ1416;UTM  14      - 3,096,633.500   447,189.390   MT  0.99963442   -0 15 07.6
 AJ1416
 AJ1416                          SUPERSEDED SURVEY CONTROL
 AJ1416
 AJ1416  NAD 83(1986)-  27 59 37.73361(N)    099 32 13.46519(W) AD(       ) 4
 AJ1416  NAD 27      -  27 59 36.70867(N)    099 32 12.32194(W) AD(       ) 3
 AJ1416
 AJ1416.Superseded values are not recommended for survey control.
 AJ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1416.See file dsdata.txt to determine how the superseded data were derived.
 AJ1416
 AJ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4718996633(NAD 83)
 AJ1416_MARKER: 44 = MICROWAVE MAST
 AJ1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1416+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AJ1416
 AJ1416  HISTORY     - Date     Condition        Report By
 AJ1416  HISTORY     - 1972     FIRST OBSERVED   NGS
 AJ1416  HISTORY     - 20020326 GOOD             USPSQD
 AJ1416
 AJ1416                          STATION DESCRIPTION
 AJ1416
 AJ1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AJ1416'THE STATION, OASIS MICROWAVE KLH 79, IS THE LIGHT ATOP A TRIANGULAR
 AJ1416'STEEL, GUYED MAST, PAINTED RED AND WHITE, THAT HAS TWO MICROWAVE
 AJ1416'FANS MOUNTED AT THE TOP.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 300
 AJ1416'FEET AND IS OWNED BY THE VUMORE COMPANY OF LAREDO, TELEPHONE NUMBER
 AJ1416'722-1749.
 AJ1416'
 AJ1416'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF THE JUNCTION OF STATE
 AJ1416'HIGHWAY 44 AND U.S. HIGHWAY 83 AT THE SMALL SETTLEMENT OF OASIS AND
 AJ1416'0.5 MILE WEST OF U.S. HIGHWAY 83.  IT WAS NOTED THE STATION IS
 AJ1416'ABOUT 14 PACES EAST OF TRIANGULATION STATION DUNBAR 1935.
 AJ1416
 AJ1416                          STATION RECOVERY (2002)
 AJ1416
 AJ1416'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6265 ***********************************************************************
 AW6265  DESIGNATION -  OATS HL P 1938
 AW6265  PID         -  AW6265
 AW6265  STATE/COUNTY-  TX/HARRIS
 AW6265  USGS QUAD   -  JACINTO CITY (1982)
 AW6265
 AW6265                         *CURRENT SURVEY CONTROL
 AW6265  ___________________________________________________________________
 AW6265* NAD 83(1993)-  29 47 53.37866(N)    095 14 35.58011(W)     ADJUSTED  
 AW6265* NAVD 88     -        22.48   (+/-2cm)      73.8    (feet)  VERTCON   
 AW6265  ___________________________________________________________________
 AW6265  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6265  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW6265
 AW6265  HORZ ORDER  -  THIRD
 AW6265  VERT ORDER  -  THIRD ? (See Below)
 AW6265
 AW6265.The horizontal coordinates were established by classical geodetic methods
 AW6265.and adjusted by the National Geodetic Survey in February 1996..
 AW6265
 AW6265.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6265.The vertical order pertains to the NGVD 29 superseded value.
 AW6265
 AW6265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6265
 AW6265.The geoid height was determined by GEOID03.
 AW6265
 AW6265;                    North         East     Units Scale Factor Converg.
 AW6265;SPC TXSC     - 4,223,589.483   963,109.027   MT  0.99989582   +1 50 25.8
 AW6265;SPC TXSC     -13,856,893.16  3,159,800.20   sFT  0.99989582   +1 50 25.8
 AW6265;UTM  15      - 3,298,530.177   283,182.225   MT  1.00018005   -1 06 54.7
 AW6265
 AW6265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6265!SPC TXSC     -   1.00000075  x   0.99989582  =   0.99989657
 AW6265!UTM  15      -   1.00000075  x   1.00018005  =   1.00018080
 AW6265
 AW6265:                Primary Azimuth Mark                     Grid Az
 AW6265:SPC TXSC     -  GALENA HL P 1938                         174 15 14.1
 AW6265:UTM  15      -  GALENA HL P 1938                         177 12 34.6
 AW6265
 AW6265|---------------------------------------------------------------------|
 AW6265| PID    Reference Object                     Distance      Geod. Az  |
 AW6265|                                                           dddmmss.s |
 AW6265| AW6436 GALENA HL P 1938                    APPROX. 7.1 KM 1760539.9 |
 AW6265|---------------------------------------------------------------------|
 AW6265
 AW6265                          SUPERSEDED SURVEY CONTROL
 AW6265
 AW6265  NAD 83(1986)-  29 47 53.39349(N)    095 14 35.56142(W) AD(       ) 3
 AW6265  NAD 27      -  29 47 52.57990(N)    095 14 34.79880(W) AD(       ) 3
 AW6265  NGVD 29 (07/19/86)   22.48   (m)           73.8    (f) LEVELING    3  
 AW6265
 AW6265.Superseded values are not recommended for survey control.
 AW6265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6265.See file dsdata.txt to determine how the superseded data were derived.
 AW6265
 AW6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8318298530(NAD 83)
 AW6265_MARKER: Z = SEE DESCRIPTION
 AW6265_SETTING: 0 = UNSPECIFIED SETTING
 AW6265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6265
 AW6265  HISTORY     - Date     Condition        Report By
 AW6265  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6265  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW6265
 AW6265                          STATION DESCRIPTION
 AW6265
 AW6265'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938 (JMC)
 AW6265'STATION WAS LOCATED ON PLATFORM OF OIL DERRICK, SINCE REMOVED.
 AW6265'
 AW6265'REFERENCE MARK NO. 1 IS A STANDARD H.L. AND P. BRONZE DISK
 AW6265'STAMPED OATS NO 1 AT A DISTANCE OF 92.3 FEET S 36 DEG 19 MIN W.
 AW6265'OF FROM THE STATION.  IT HAS BEEN DISTURBED
 AW6265'AND IS LEANING WEST.
 AW6265'
 AW6265'REFERENCE MARK NO. 2 IS A STANDARD H.L. AND P. BRONZE DISK
 AW6265'STAMPED OATS NO 2 AT A DISTANCE OF 89.246 FEET
 AW6265'S 29 DEG 47 MIN W FROM THE STATION.
 AW6265
 AW6265                          STATION RECOVERY (1998)
 AW6265
 AW6265'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2580 ***********************************************************************
 AX2580  DESIGNATION -  OBAR
 AX2580  PID         -  AX2580
 AX2580  STATE/COUNTY-  TX/FAYETTE
 AX2580  USGS QUAD   -  FLATONIA (1981)
 AX2580
 AX2580                         *CURRENT SURVEY CONTROL
 AX2580  ___________________________________________________________________
 AX2580* NAD 83(1993)-  29 40 06.59939(N)    097 07 05.41242(W)     ADJUSTED  
 AX2580* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 AX2580  ___________________________________________________________________
 AX2580  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AX2580  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AX2580
 AX2580  HORZ ORDER  -  FIRST
 AX2580
 AX2580.The horizontal coordinates were established by classical geodetic methods
 AX2580.and adjusted by the National Geodetic Survey in February 1996..
 AX2580
 AX2580.The orthometric height was scaled from a topographic map.
 AX2580
 AX2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2580
 AX2580.The geoid height was determined by GEOID03.
 AX2580
 AX2580;                    North         East     Units Scale Factor Converg.
 AX2580;SPC TXSC     - 4,204,851.356   782,141.498   MT  0.99988013   +0 55 19.0
 AX2580;SPC TXSC     -13,795,416.49  2,566,075.90   sFT  0.99988013   +0 55 19.0
 AX2580;UTM  14      - 3,283,534.052   682,115.148   MT  1.00000923   +0 55 54.2
 AX2580
 AX2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2580!SPC TXSC     -   0.99997594  x   0.99988013  =   0.99985607
 AX2580!UTM  14      -   0.99997594  x   1.00000923  =   0.99998517
 AX2580
 AX2580:                Primary Azimuth Mark                     Grid Az
 AX2580:SPC TXSC     -  FLATONIA SOU PACIFIC RR TANK             031 20 19.0
 AX2580:UTM  14      -  FLATONIA SOU PACIFIC RR TANK             031 19 43.8
 AX2580
 AX2580|---------------------------------------------------------------------|
 AX2580| PID    Reference Object                     Distance      Geod. Az  |
 AX2580|                                                           dddmmss.s |
 AX2580| AX2579 FLATONIA SOU PACIFIC RR TANK        APPROX. 2.4 KM 0321538.0 |
 AX2580| CV4959 NW COR OF FARMHOUSE NR OBAR          26.670 METERS 12410     |
 AX2580| CV4975 OBAR AZ MK                                         1700823.0 |
 AX2580| CV4977 OBAR RM 2                            24.220 METERS 26925     |
 AX2580| CV4976 OBAR RM 1                            31.534 METERS 34322     |
 AX2580|---------------------------------------------------------------------|
 AX2580
 AX2580                          SUPERSEDED SURVEY CONTROL
 AX2580
 AX2580  NAD 83(1986)-  29 40 06.61213(N)    097 07 05.40596(W) AD(       ) 1
 AX2580  NAD 27      -  29 40 05.77300(N)    097 07 04.45200(W) AD(       ) 1
 AX2580
 AX2580.Superseded values are not recommended for survey control.
 AX2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2580.See file dsdata.txt to determine how the superseded data were derived.
 AX2580
 AX2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8211583534(NAD 83)
 AX2580_MARKER: DS = TRIANGULATION STATION DISK
 AX2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2580
 AX2580  HISTORY     - Date     Condition        Report By
 AX2580  HISTORY     - 1943     MONUMENTED       CGS
 AX2580  HISTORY     - 1963     GOOD             CGS
 AX2580  HISTORY     - 1983     GOOD             TXHD
 AX2580  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX2580  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX2580
 AX2580                          STATION DESCRIPTION
 AX2580
 AX2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2580'THE STATION IS LOCATED ABOUT 1 MILE S OF FLATONIA, 7 MILES
 AX2580'N OF MOULTON, AND 13 MILES W OF SCHULENBURG, ON LAND OWNED
 AX2580'BY MR. MOLKAMPER, WHO LIVES IN FLATONIA.  THE MARK IS IN THE
 AX2580'YARD OF A FARMHOUSE, 100 FEET NW OF THE HOUSE, 40 FEET NE OF THE
 AX2580'GARAGE.  THE DISK IS STAMPED OBAR 1943 AND PROJECTS 2 INCHES.
 AX2580'
 AX2580'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2580'DISKS SET IN CONCRETE.
 AX2580'
 AX2580'REFERENCE MARK NO. 1 IS WNW OF STATION, AT THE NW EDGE OF LONG
 AX2580'SHED IN BARNYARD.  THE DISK IS STAMPED OBAR 1943 AND PROJECTS
 AX2580'2 INCHES.
 AX2580'
 AX2580'REFERENCE MARK NO. 2 IS AT FENCE CORNER, NNE OF STATION, IN
 AX2580'N-S FENCE LINE, 150 FEET N OF NE CORNER OF LONG SHED.
 AX2580'
 AX2580'THE AZIMUTH MARK IS ABOUT 0.2 MILE SE OF THE STATION, IN
 AX2580'FENCE LINE ON W SIDE OF TEXAS 95, ABOUT 50 FEET W OF CENTER
 AX2580'LINE OF ROAD, AT NE CORNER OF WOODS, ACROSS HIGHWAY FROM GRAVEL
 AX2580'PIT ON E SIDE.  THE DISK IS STAMPED OBAR 1943 AND PROJECTS 6
 AX2580'INCHES.  TO REACH FROM STATION--GO E OUT FARM LANE TO TEXAS
 AX2580'95, THEN GO RIGHT, 0.15 MILE TO MARK ON RIGHT.
 AX2580'
 AX2580'THE STATION IS REACHED FROM FLATONIA, AT JUNCTION OF U.S. 90
 AX2580'AND TEXAS 95.  GO S ON TEXAS 95, 1.55 MILES TO SIDE ROAD RIGHT,
 AX2580'MAKING AN ABRUPT TURN TO THE N.  GO N ON THIS ROAD, DIRT, 0.1
 AX2580'MILE TO GATE ON LEFT.  GO THROUGH GATE, UP FARM LANE 0.1
 AX2580'MILE TO FARMHOUSE AND STATION.
 AX2580'
 AX2580'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2580
 AX2580                          STATION RECOVERY (1963)
 AX2580
 AX2580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2580'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 AX2580'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2580'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2580
 AX2580                          STATION RECOVERY (1983)
 AX2580
 AX2580'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1983 (CLJ)
 AX2580'OBAR 1943 RECOVERED GOOD.
 AX2580'
 AX2580'RM NO. 1 1943 RECOVERED GOOD.
 AX2580'
 AX2580'RM NO. 2 1943 RECOVERED GOOD.
 AX2580'
 AX2580'LINE-OF-SIGHT NO LONGER EXISTS BETWEEN STATION AND AZIMUTH MARK.
 AX2580'
 AX2580'DISTANCE AND DIRECTION FROM NEAREST TOWN--ONE MILE SOUTH OF
 AX2580'FLATONIA.
 AX2580
 AX2580                          STATION RECOVERY (1991)
 AX2580
 AX2580'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX2580'MARK NOT FOUND.
 AX2580
 AX2580                          STATION RECOVERY (1997)
 AX2580
 AX2580'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2581 ***********************************************************************
 AX2581  DESIGNATION -  OBAR
 AX2581  PID         -  AX2581
 AX2581  STATE/COUNTY-  TX/FAYETTE
 AX2581  USGS QUAD   -  FLATONIA (1981)
 AX2581
 AX2581                         *CURRENT SURVEY CONTROL
 AX2581  ___________________________________________________________________
 AX2581* NAD 83(1993)-  29 40 13.83575(N)    097 07 12.21231(W)     ADJUSTED  
 AX2581* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 AX2581  ___________________________________________________________________
 AX2581  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AX2581  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AX2581
 AX2581  HORZ ORDER  -  THIRD
 AX2581
 AX2581.The horizontal coordinates were established by classical geodetic methods
 AX2581.and adjusted by the National Geodetic Survey in February 1996..
 AX2581
 AX2581.The orthometric height was scaled from a topographic map.
 AX2581
 AX2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2581
 AX2581.The geoid height was determined by GEOID03.
 AX2581
 AX2581;                    North         East     Units Scale Factor Converg.
 AX2581;SPC TXSC     - 4,205,071.174   781,955.111   MT  0.99988033   +0 55 15.6
 AX2581;SPC TXSC     -13,796,137.68  2,565,464.39   sFT  0.99988033   +0 55 15.6
 AX2581;UTM  14      - 3,283,753.866   681,928.699   MT  1.00000839   +0 55 51.1
 AX2581
 AX2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2581!SPC TXSC     -   0.99997594  x   0.99988033  =   0.99985627
 AX2581!UTM  14      -   0.99997594  x   1.00000839  =   0.99998433
 AX2581
 AX2581:                Primary Azimuth Mark                     Grid Az
 AX2581:SPC TXSC     -  BAILEY USGS 1943                         210 38 04.2
 AX2581:UTM  14      -  BAILEY USGS 1943                         210 37 28.7
 AX2581
 AX2581|---------------------------------------------------------------------|
 AX2581| PID    Reference Object                     Distance      Geod. Az  |
 AX2581|                                                           dddmmss.s |
 AX2581| AX2584 BAILEY USGS 1943                    APPROX.21.1 KM 2113319.8 |
 AX2581|---------------------------------------------------------------------|
 AX2581
 AX2581                          SUPERSEDED SURVEY CONTROL
 AX2581
 AX2581  NAD 83(1986)-  29 40 13.84522(N)    097 07 12.20142(W) AD(       ) 3
 AX2581  NAD 27      -  29 40 13.00954(N)    097 07 11.24799(W) AD(       ) 3
 AX2581
 AX2581.Superseded values are not recommended for survey control.
 AX2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2581.See file dsdata.txt to determine how the superseded data were derived.
 AX2581
 AX2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8192983754(NAD 83)
 AX2581
 AX2581  HISTORY     - Date     Condition        Report By
 AX2581  HISTORY     - UNK      MONUMENTED
 AX2581  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX2581  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX2581
 AX2581                          STATION DESCRIPTION
 AX2581
 AX2581'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AX2581'ABOUT 1.5 MI. SW. OF FLATONIA, ON THE EASTERN PART OF WHAT IS KNOWN
 AX2581'AS OBAR HILL, IN A PASTURE BELONGING TO MR. STEWART.
 AX2581'
 AX2581'NOT RECOVERED.
 AX2581'
 AX2581'STATION MARK--AN IRON BENCH MARK POST.
 AX2581
 AX2581                          STATION RECOVERY (1997)
 AX2581
 AX2581'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1961 ***********************************************************************
 AY1961  DESIGNATION -  OBLATE
 AY1961  PID         -  AY1961
 AY1961  STATE/COUNTY-  TX/BEXAR
 AY1961  USGS QUAD   -  CASTLE HILLS (1992)
 AY1961
 AY1961                         *CURRENT SURVEY CONTROL
 AY1961  ___________________________________________________________________
 AY1961* NAD 83(1993)-  29 30 16.01889(N)    098 30 05.65447(W)     ADJUSTED  
 AY1961* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 AY1961  ___________________________________________________________________
 AY1961  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY1961  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY1961
 AY1961  HORZ ORDER  -  FIRST
 AY1961
 AY1961.The horizontal coordinates were established by classical geodetic methods
 AY1961.and adjusted by the National Geodetic Survey in February 1996..
 AY1961
 AY1961.The orthometric height was scaled from a topographic map.
 AY1961
 AY1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1961
 AY1961.The geoid height was determined by GEOID03.
 AY1961
 AY1961;                    North         East     Units Scale Factor Converg.
 AY1961;SPC TXSC     - 4,185,306.985   648,322.181   MT  0.99986760   +0 14 39.1
 AY1961;SPC TXSC     -13,731,294.67  2,127,037.02   sFT  0.99986760   +0 14 39.1
 AY1961;UTM  14      - 3,263,979.913   548,309.711   MT  0.99962880   +0 14 43.7
 AY1961
 AY1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1961!SPC TXSC     -   0.99996485  x   0.99986760  =   0.99983246
 AY1961!UTM  14      -   0.99996485  x   0.99962880  =   0.99959366
 AY1961
 AY1961:                Primary Azimuth Mark                     Grid Az
 AY1961:SPC TXSC     -  SAN ANTONIO INTL APT CON TR BN           044 59 28.2
 AY1961:UTM  14      -  SAN ANTONIO INTL APT CON TR BN           044 59 23.6
 AY1961
 AY1961|---------------------------------------------------------------------|
 AY1961| PID    Reference Object                     Distance      Geod. Az  |
 AY1961|                                                           dddmmss.s |
 AY1961| AY1813 SAN ANTONIO INTL APT CON TR BN      APPROX. 3.8 KM 0451407.3 |
 AY1961| AY1881 SAN ANTONIO ALAMO HTS MUN TANK      APPROX. 4.1 KM 1222132.0 |
 AY1961| AY1865 SAN ANTONIO TEX MIL INST TANK       APPROX. 2.9 KM 1285229.1 |
 AY1961| AY1904 SAN ANTONIO LANDA ROAD MUN TK       APPROX. 4.2 KM 2582744.3 |
 AY1961| CV4980 OBLATE RM 2                          29.320 METERS 26042     |
 AY1961| AY1960 SAN ANTONIO CAS HILLS MUN TK        APPROX. 2.6 KM 3185627.1 |
 AY1961| CV4978 OBLATE AZ MK                                       3414451.5 |
 AY1961| CV4979 OBLATE RM 1                          26.664 METERS 35206     |
 AY1961|---------------------------------------------------------------------|
 AY1961
 AY1961                          SUPERSEDED SURVEY CONTROL
 AY1961
 AY1961  NAD 83(1986)-  29 30 16.02376(N)    098 30 05.63699(W) AD(       ) 1
 AY1961  NAD 27      -  29 30 15.19500(N)    098 30 04.57300(W) AD(       ) 1
 AY1961
 AY1961.Superseded values are not recommended for survey control.
 AY1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1961.See file dsdata.txt to determine how the superseded data were derived.
 AY1961
 AY1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4831063980(NAD 83)
 AY1961_MARKER: DS = TRIANGULATION STATION DISK
 AY1961_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AY1961
 AY1961  HISTORY     - Date     Condition        Report By
 AY1961  HISTORY     - 1953     MONUMENTED       CGS
 AY1961  HISTORY     - 1953     GOOD             AMS
 AY1961  HISTORY     - 19950319 GOOD             USPSQD
 AY1961
 AY1961                          STATION DESCRIPTION
 AY1961
 AY1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1961'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF THE CENTER
 AY1961'OF SAN ANTONIO, 1.1 MILES SOUTH OF THE JUNCTION OF U.S.
 AY1961'HIGHWAY 281 AND LOOP 13, IN THE SOUTHEAST CORNER OF THE
 AY1961'MOUNT SACRED HEART SCHOOL GROUNDS.  THE PROPERTY IS OWNED
 AY1961'BY THE MISSIONARIES OBLATE FATHERS OF TEXAS INC.
 AY1961'
 AY1961'TO REACH THE STATION FROM THE OVERPASS AT JUNCTION OF U.S.
 AY1961'HIGHWAY 281 AND LOOP 13, GO SOUTH ON HIGHWAY 281 FOR 1.1
 AY1961'MILES TO OBLATE DRIVE, TURN RIGHT, GO WEST ON OBLATE DRIVE
 AY1961'FOR 0.1 MILE TO A BLACK TOP STREET ON RIGHT AND THE STATION
 AY1961'SITE IN THE NORTHWEST CORNER OF THE INTERSECTION.
 AY1961'
 AY1961'THE STATION MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS
 AY1961'OF CONCRETE SET FLUSH WITH THE SURFACE.  IT IS 64 FEET NORTHWEST
 AY1961'OF THE CENTER OF THE INTERSECTION OF OBLATE DRIVE AND A PAVED
 AY1961'STREET TO NORTH, 49 FEET WEST OF THE CENTER LINE OF THE
 AY1961'NORTH-SOUTH PAVED STREET AND 46 FEET NORTH OF THE CENTER
 AY1961'LINE OF OBLATE DRIVE.  IT IS STAMPED OBLATE 1953.
 AY1961'
 AY1961'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AY1961'CONCRETE POST SET FLUSH WITH THE SURFACE.  IT IS 60 FEET
 AY1961'WEST OF THE CENTER LINE OF A NORTH-SOUTH PAVED STREET, 1.0
 AY1961'FOOT SOUTHEAST OF THE WIRE BACKSTOP FOR A BALL DIAMOND AND
 AY1961'IT IS STAMPED OBLATE NO. 1 1953.
 AY1961'
 AY1961'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY1961'CONCRETE POST SET FLUSH WITH THE SURFACE.  IT IS 30 FEET
 AY1961'NORTH OF THE CENTER LINE OF OBLATE DRIVE, 4 FEET EAST OF A
 AY1961'WITNESS POST AND 1.0 FOOT NORTH OF A HEDGE LINE.  IT IS
 AY1961'STAMPED OBLATE NO. 2 1953.
 AY1961'
 AY1961'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1961'POST PROJECTING 4 INCHES.  IT IS 25.5 FEET NORTH OF THE
 AY1961'CENTER LINE OF MT. SACRED HEART RD., 13.5 FEET WEST OF THE
 AY1961'CENTER OF THE DRIVEWAY LEADING TO THE MOUNT SACRED HEART
 AY1961'SCHOOL, 3 FEET WEST OF A FENCE CORNER, 2 FEET WEST OF A
 AY1961'WITNESS POST AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 AY1961'IT IS STAMPED OBLATE 1953.
 AY1961'
 AY1961'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 AY1961'PAVED STREET FOR 0.2 MILE TO MT. SACRED HEART RD..  HERE,
 AY1961'TURN LEFT AND GO 0.1 MILE WEST ON MT. SACRED HEART RD. TO
 AY1961'THE MARK ON THE RIGHT.
 AY1961'
 AY1961'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AY1961
 AY1961                          STATION RECOVERY (1953)
 AY1961
 AY1961'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1961'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS IN THE SOUTHEAST
 AY1961'CORNER OF SCHOOL PLAY GROUND AND 29 FEET NW OF THE EAST
 AY1961'TIP OF E-W HEDGE ROW, 49 FT. WEST OF N-S PAVED ROAD, AND
 AY1961'IT IS 19 FT. NORTH OF E-W HEDGE ROW.  THE MEASUREMENT FROM
 AY1961'THE ROAD IS FROM THE CENTERLINE.
 AY1961
 AY1961                          STATION RECOVERY (1995)
 AY1961
 AY1961'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0903 ***********************************************************************
 DO0903  DESIGNATION -  OBRIEN MUN TANK
 DO0903  PID         -  DO0903
 DO0903  STATE/COUNTY-  TX/HASKELL
 DO0903  USGS QUAD   -  KNOX CITY (1968)
 DO0903
 DO0903                         *CURRENT SURVEY CONTROL
 DO0903  ___________________________________________________________________
 DO0903* NAD 83(1993)-  33 22 53.12148(N)    099 50 24.66863(W)     ADJUSTED  
 DO0903* NAVD 88     -                                                        
 DO0903  ___________________________________________________________________
 DO0903  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 DO0903  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DO0903
 DO0903  HORZ ORDER  -  THIRD
 DO0903
 DO0903.The horizontal coordinates were established by classical geodetic methods
 DO0903.and adjusted by the National Geodetic Survey in February 1996..
 DO0903
 DO0903
 DO0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0903
 DO0903.The geoid height was determined by GEOID03.
 DO0903
 DO0903;                    North         East     Units Scale Factor Converg.
 DO0903;SPC TXNC     - 2,190,945.808   475,314.216   MT  0.99988913   -0 43 51.3
 DO0903;SPC TXNC     - 7,188,128.04  1,559,426.72   sFT  0.99988913   -0 43 51.3
 DO0903;UTM  14      - 3,693,888.065   421,851.684   MT  0.99967529   -0 27 44.3
 DO0903
 DO0903                          SUPERSEDED SURVEY CONTROL
 DO0903
 DO0903  NAD 83(1993)-  33 22 53.12335(N)    099 50 24.66885(W) AD(       ) 4
 DO0903  NAD 83(1986)-  33 22 53.12793(N)    099 50 24.66059(W) AD(       ) 4
 DO0903  NAD 27      -  33 22 52.78017(N)    099 50 23.32730(W) AD(       ) 3
 DO0903
 DO0903.Superseded values are not recommended for survey control.
 DO0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0903.See file dsdata.txt to determine how the superseded data were derived.
 DO0903
 DO0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2185293888(NAD 83)
 DO0903_MARKER: 53 = ELEVATED TANK
 DO0903
 DO0903  HISTORY     - Date     Condition        Report By
 DO0903  HISTORY     - 1967     FIRST OBSERVED   USGS
 DO0903  HISTORY     - 1974     GOOD             NGS
 DO0903
 DO0903                          STATION DESCRIPTION
 DO0903
 DO0903'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DO0903'LOCATED IN THE VILLAGE OF O BRIEN, TEXAS.  TWO BLOCKS EAST AND
 DO0903'TWO BLOCKS NORTH OF THE JUNCTION OF STATE HWY. 283 WITH FARM
 DO0903'ROAD 2229.  AT THE REAR OF THE O BRIEN BAPTIST CHURCH.  ABOUT 70
 DO0903'FEET SOUTH OF AN E-W STREET.  ABOUT 60 FEET WEST OF A N-S STREET.
 DO0903'
 DO0903'POINT OBSERVED WAS THE TOP CENTER OF A SILVER WATER TANK MOUNTED
 DO0903'ON FOUR STEEL LEGS.
 DO0903'
 DO0903'THIS STATION WAS INTERSECTED FROM STATIONS ALVIS ET 1966, CHILD
 DO0903'ET 1966, AND KNOX CITY ET 1966.
 DO0903
 DO0903                          STATION RECOVERY (1974)
 DO0903
 DO0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0903'OBRIEN MUNICIPAL WATER TANK IS A FOUR LEGGED STEEL STRUCTURE, 120
 DO0903'FEET HIGH, PAINTED SILVER, WITH RED TOPPED CONICAL TANK, AND THE
 DO0903'LETTERS OBRIEN IN BLACK ON THE NORTH AND SOUTH SIDE.
 DO0903'
 DO0903'LOCATED IN THE NORTHEAST PART OF THE VILLAGE OF OBRIEN ABOUT 0.15
 DO0903'MILE EAST-NORTHEAST OF THE POST OFFICE.
 DO0903'
 DO0903'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1044 ***********************************************************************
 BY1044  DESIGNATION -  OC 1
 BY1044  PID         -  BY1044
 BY1044  STATE/COUNTY-  TX/ANGELINA
 BY1044  USGS QUAD   -  PLATT (1980)
 BY1044
 BY1044                         *CURRENT SURVEY CONTROL
 BY1044  ___________________________________________________________________
 BY1044* NAD 83(1986)-  31 22 35.     (N)    094 36 52.     (W)     SCALED    
 BY1044* NAVD 88     -        95.55   (+/-2cm)     313.5    (feet)  VERTCON   
 BY1044  ___________________________________________________________________
 BY1044  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY1044
 BY1044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1044
 BY1044.The horizontal coordinates were scaled from a topographic map and have
 BY1044.an estimated accuracy of +/- 6 seconds.
 BY1044
 BY1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1044.The vertical order pertains to the NGVD 29 superseded value.
 BY1044
 BY1044.The geoid height was determined by GEOID03.
 BY1044
 BY1044;                    North         East    Units  Estimated Accuracy
 BY1044;SPC TX C     - 3,203,510.    1,243,730.      MT  (+/- 180 meters Scaled)
 BY1044
 BY1044                          SUPERSEDED SURVEY CONTROL
 BY1044
 BY1044  NGVD 29 (??/??/92)   95.605  (m)          313.66   (f) ADJ UNCH    2 0
 BY1044
 BY1044.Superseded values are not recommended for survey control.
 BY1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1044.See file dsdata.txt to determine how the superseded data were derived.
 BY1044
 BY1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ464724(NAD 83)
 BY1044_MARKER: DD = SURVEY DISK
 BY1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1044_STAMPING: OC 1 1948
 BY1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1044+STABILITY: SURFACE MOTION
 BY1044
 BY1044  HISTORY     - Date     Condition        Report By
 BY1044  HISTORY     - 1948     MONUMENTED       USGS
 BY1044  HISTORY     - 1949     GOOD             NGS
 BY1044  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1044
 BY1044                          STATION DESCRIPTION
 BY1044
 BY1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1044'5.1 MI N FROM HERTY.
 BY1044'3.0 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1044'SOUTHLAND PAPER MILLS WATER TANK AT HERTY, THENCE 2.1 MILES NORTH
 BY1044'ALONG A GRADED DIRT ROAD, AT A ROAD JUNCTION AND RAILWAY CROSSING,
 BY1044'140.0 FEET NORTHEAST OF THE CENTER OF THE ROAD JUNCTION, 119.0 FEET
 BY1044'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD ALONG THE WEST SIDE OF
 BY1044'THE TRACK, 98.0 FEET NORTHEAST OF THE CENTER OF THE ROAD CROSSING
 BY1044'(CROSSING OF RAILWAY AND ROAD LEADING EAST), 57.5 FEET EAST OF THE
 BY1044'EAST RAIL OF THE TRACK, 11.8 FEET NORTH OF A TELEGRAPH POLE AND IN
 BY1044'LINE WITH THE ROW OF POLES, 2.5 FEET SOUTH OF A REFERENCE POST, AND
 BY1044'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY1044'GROUND.
 BY1044
 BY1044                          STATION RECOVERY (1998)
 BY1044
 BY1044'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1026 ***********************************************************************
 BY1026  DESIGNATION -  OC 10
 BY1026  PID         -  BY1026
 BY1026  STATE/COUNTY-  TX/NACOGDOCHES
 BY1026  USGS QUAD   -  PLATT (1980)
 BY1026
 BY1026                         *CURRENT SURVEY CONTROL
 BY1026  ___________________________________________________________________
 BY1026* NAD 83(1986)-  31 25 26.     (N)    094 30 10.     (W)     SCALED    
 BY1026* NAVD 88     -        66.64   (+/-2cm)     218.6    (feet)  VERTCON   
 BY1026  ___________________________________________________________________
 BY1026  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY1026
 BY1026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1026
 BY1026.The horizontal coordinates were scaled from a topographic map and have
 BY1026.an estimated accuracy of +/- 6 seconds.
 BY1026
 BY1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1026.The vertical order pertains to the NGVD 29 superseded value.
 BY1026
 BY1026.The geoid height was determined by GEOID03.
 BY1026
 BY1026;                    North         East    Units  Estimated Accuracy
 BY1026;SPC TX C     - 3,209,320.    1,254,060.      MT  (+/- 180 meters Scaled)
 BY1026
 BY1026                          SUPERSEDED SURVEY CONTROL
 BY1026
 BY1026  NGVD 29 (??/??/92)   66.692  (m)          218.81   (f) ADJ UNCH    2 0
 BY1026
 BY1026.Superseded values are not recommended for survey control.
 BY1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1026.See file dsdata.txt to determine how the superseded data were derived.
 BY1026
 BY1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ571775(NAD 83)
 BY1026_MARKER: DD = SURVEY DISK
 BY1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1026_STAMPING: OC 10 1948
 BY1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1026+STABILITY: SURFACE MOTION
 BY1026
 BY1026  HISTORY     - Date     Condition        Report By
 BY1026  HISTORY     - 1948     MONUMENTED       USGS
 BY1026  HISTORY     - 1948     GOOD             NGS
 BY1026  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1026
 BY1026                          STATION DESCRIPTION
 BY1026
 BY1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1026'6.2 MI SW FROM WODEN.
 BY1026'5.7 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1026'WODEN, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT ROAD, AT A Y FORK IN THE
 BY1026'ROAD, 75.0 FEET WEST OF A 12-INCH GUM TREE, 42.0 FEET WEST OF THE
 BY1026'CENTER LINE OF ROAD LEADING SOUTH, 33.0 FEET SOUTHEAST OF THE CENTER
 BY1026'LINE OF ROAD LEADING SOUTHWEST, 26.4 FEET EAST OF A 6-INCH PINE TREE,
 BY1026'1.4 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY1026'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY1026
 BY1026                          STATION RECOVERY (1998)
 BY1026
 BY1026'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1020 ***********************************************************************
 BY1020  DESIGNATION -  OC 11
 BY1020  PID         -  BY1020
 BY1020  STATE/COUNTY-  TX/NACOGDOCHES
 BY1020  USGS QUAD   -  PLATT (1980)
 BY1020
 BY1020                         *CURRENT SURVEY CONTROL
 BY1020  ___________________________________________________________________
 BY1020* NAD 83(1986)-  31 27 23.     (N)    094 30 21.     (W)     SCALED    
 BY1020* NAVD 88     -        71.50   (+/-2cm)     234.6    (feet)  VERTCON   
 BY1020  ___________________________________________________________________
 BY1020  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BY1020
 BY1020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1020
 BY1020.The horizontal coordinates were scaled from a topographic map and have
 BY1020.an estimated accuracy of +/- 6 seconds.
 BY1020
 BY1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1020.The vertical order pertains to the NGVD 29 superseded value.
 BY1020
 BY1020.The geoid height was determined by GEOID03.
 BY1020
 BY1020;                    North         East    Units  Estimated Accuracy
 BY1020;SPC TX C     - 3,212,910.    1,253,580.      MT  (+/- 180 meters Scaled)
 BY1020
 BY1020                          SUPERSEDED SURVEY CONTROL
 BY1020
 BY1020  NGVD 29 (??/??/92)   71.559  (m)          234.77   (f) ADJ UNCH    2 0
 BY1020
 BY1020.Superseded values are not recommended for survey control.
 BY1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1020.See file dsdata.txt to determine how the superseded data were derived.
 BY1020
 BY1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ569811(NAD 83)
 BY1020_MARKER: DD = SURVEY DISK
 BY1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1020_STAMPING: OC 11 1948
 BY1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1020+STABILITY: SURFACE MOTION
 BY1020
 BY1020  HISTORY     - Date     Condition        Report By
 BY1020  HISTORY     - 1948     MONUMENTED       USGS
 BY1020  HISTORY     - 1948     GOOD             NGS
 BY1020  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1020
 BY1020                          STATION DESCRIPTION
 BY1020
 BY1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1020'4.0 MI S FROM WODEN.
 BY1020'4.0 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1020'WODEN, 30.0 FEET WEST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF
 BY1020'THE ROAD, 23.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF A LOGGING
 BY1020'TRAIL LEADING EAST, 23.0 FEET SOUTHWEST OF THE SOUTH END OF A WIRE
 BY1020'GATE ACROSS A FIELD ENTRANCE, 2.0 FEET NORTH OF A POWER POLE, 1.6 FEET
 BY1020'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY1020'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 BY1020
 BY1020                          STATION RECOVERY (1998)
 BY1020
 BY1020'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1017 ***********************************************************************
 BY1017  DESIGNATION -  OC 12
 BY1017  PID         -  BY1017
 BY1017  STATE/COUNTY-  TX/NACOGDOCHES
 BY1017  USGS QUAD   -  PLATT (1980)
 BY1017
 BY1017                         *CURRENT SURVEY CONTROL
 BY1017  ___________________________________________________________________
 BY1017* NAD 83(1986)-  31 28 42.     (N)    094 31 10.     (W)     SCALED    
 BY1017* NAVD 88     -        75.43   (+/-2cm)     247.5    (feet)  VERTCON   
 BY1017  ___________________________________________________________________
 BY1017  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY1017
 BY1017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1017
 BY1017.The horizontal coordinates were scaled from a topographic map and have
 BY1017.an estimated accuracy of +/- 6 seconds.
 BY1017
 BY1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1017.The vertical order pertains to the NGVD 29 superseded value.
 BY1017
 BY1017.The geoid height was determined by GEOID03.
 BY1017
 BY1017;                    North         East    Units  Estimated Accuracy
 BY1017;SPC TX C     - 3,215,270.    1,252,160.      MT  (+/- 180 meters Scaled)
 BY1017
 BY1017                          SUPERSEDED SURVEY CONTROL
 BY1017
 BY1017  NGVD 29 (??/??/92)   75.491  (m)          247.67   (f) ADJ UNCH    2 0
 BY1017
 BY1017.Superseded values are not recommended for survey control.
 BY1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1017.See file dsdata.txt to determine how the superseded data were derived.
 BY1017
 BY1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ556836(NAD 83)
 BY1017_MARKER: DD = SURVEY DISK
 BY1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1017_STAMPING: OC 12 1948
 BY1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1017+STABILITY: SURFACE MOTION
 BY1017
 BY1017  HISTORY     - Date     Condition        Report By
 BY1017  HISTORY     - 1948     MONUMENTED       USGS
 BY1017  HISTORY     - 1948     GOOD             NGS
 BY1017  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1017
 BY1017                          STATION DESCRIPTION
 BY1017
 BY1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1017'2.15 MI S FROM WODEN.
 BY1017'2.15 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1017'WODEN, 128.6 FEET NORTHWEST OF A 36-INCH MAGNOLIA TREE, 39.0 FEET
 BY1017'NORTHEAST OF AND 4.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD,
 BY1017'48.1 FEET WEST OF THE WEST CORNER OF A YARD FENCE SURROUNDING A
 BY1017'FARMHOUSE, 2.4 FEET SOUTHWEST OF A FENCE, 1.1 FEET NORTHWEST OF A
 BY1017'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY1017'FOOT ABOVE THE GROUND.
 BY1017
 BY1017                          STATION RECOVERY (1998)
 BY1017
 BY1017'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1049 ***********************************************************************
 BY1049  DESIGNATION -  OC 2
 BY1049  PID         -  BY1049
 BY1049  STATE/COUNTY-  TX/ANGELINA
 BY1049  USGS QUAD   -  PLATT (1980)
 BY1049
 BY1049                         *CURRENT SURVEY CONTROL
 BY1049  ___________________________________________________________________
 BY1049* NAD 83(1986)-  31 24 54.     (N)    094 36 31.     (W)     SCALED    
 BY1049* NAVD 88     -        62.43   (+/-2cm)     204.8    (feet)  VERTCON   
 BY1049  ___________________________________________________________________
 BY1049  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY1049
 BY1049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1049
 BY1049.The horizontal coordinates were scaled from a topographic map and have
 BY1049.an estimated accuracy of +/- 6 seconds.
 BY1049
 BY1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1049.The vertical order pertains to the NGVD 29 superseded value.
 BY1049
 BY1049.The geoid height was determined by GEOID03.
 BY1049
 BY1049;                    North         East    Units  Estimated Accuracy
 BY1049;SPC TX C     - 3,207,820.    1,244,060.      MT  (+/- 180 meters Scaled)
 BY1049
 BY1049                          SUPERSEDED SURVEY CONTROL
 BY1049
 BY1049  NGVD 29 (??/??/92)   62.490  (m)          205.02   (f) ADJ UNCH    2 0
 BY1049
 BY1049.Superseded values are not recommended for survey control.
 BY1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1049.See file dsdata.txt to determine how the superseded data were derived.
 BY1049
 BY1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ470767(NAD 83)
 BY1049_MARKER: DD = SURVEY DISK
 BY1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1049_STAMPING: OC 2 1948
 BY1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1049+STABILITY: SURFACE MOTION
 BY1049
 BY1049  HISTORY     - Date     Condition        Report By
 BY1049  HISTORY     - 1948     MONUMENTED       USGS
 BY1049  HISTORY     - 1949     GOOD             NGS
 BY1049  HISTORY     - 19980919 GOOD             USPSQD
 BY1049
 BY1049                          STATION DESCRIPTION
 BY1049
 BY1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1049'6.6 MI S FROM LACYVILLE.
 BY1049'6.6 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1049'CROSSING OF A DIRT ROAD AT LACYVILLE, 1.0 MILE NORTHEAST OF BENCH MARK
 BY1049'B 485, 3 POLES SOUTH OF MILEPOST 137, AT A ROAD CROSSING, 96.0 FEET
 BY1049'WEST OF THE WEST RAIL OF THE TRACK, 40.2 FEET EAST OF A 36-INCH
 BY1049'SWEETGUM TREE, 34.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.6
 BY1049'FEET EAST OF A REFERENCE POST, 1.6 FEET NORTH OF A FENCE CORNER WHICH
 BY1049'IS AT THE NORTHEAST CORNER OF A GARDEN, AND SET IN THE TOP OF A
 BY1049'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1049
 BY1049                          STATION RECOVERY (1998)
 BY1049
 BY1049'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1054 ***********************************************************************
 BY1054  DESIGNATION -  OC 3
 BY1054  PID         -  BY1054
 BY1054  STATE/COUNTY-  TX/NACOGDOCHES
 BY1054  USGS QUAD   -  PLATT (1980)
 BY1054
 BY1054                         *CURRENT SURVEY CONTROL
 BY1054  ___________________________________________________________________
 BY1054* NAD 83(1986)-  31 27 29.     (N)    094 36 10.     (W)     SCALED    
 BY1054* NAVD 88     -        55.78   (+/-2cm)     183.0    (feet)  VERTCON   
 BY1054  ___________________________________________________________________
 BY1054  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BY1054
 BY1054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1054
 BY1054.The horizontal coordinates were scaled from a topographic map and have
 BY1054.an estimated accuracy of +/- 6 seconds.
 BY1054
 BY1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1054.The vertical order pertains to the NGVD 29 superseded value.
 BY1054
 BY1054.The geoid height was determined by GEOID03.
 BY1054
 BY1054;                    North         East    Units  Estimated Accuracy
 BY1054;SPC TX C     - 3,212,610.    1,244,370.      MT  (+/- 180 meters Scaled)
 BY1054
 BY1054                          SUPERSEDED SURVEY CONTROL
 BY1054
 BY1054  NGVD 29 (??/??/92)   55.853  (m)          183.24   (f) ADJ UNCH    2 0
 BY1054
 BY1054.Superseded values are not recommended for survey control.
 BY1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1054.See file dsdata.txt to determine how the superseded data were derived.
 BY1054
 BY1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ477814(NAD 83)
 BY1054_MARKER: DD = SURVEY DISK
 BY1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1054_STAMPING: OC 3 1948
 BY1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1054+STABILITY: SURFACE MOTION
 BY1054
 BY1054  HISTORY     - Date     Condition        Report By
 BY1054  HISTORY     - 1948     MONUMENTED       USGS
 BY1054  HISTORY     - 1948     GOOD             NGS
 BY1054  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1054
 BY1054                          STATION DESCRIPTION
 BY1054
 BY1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1054'3.5 MI S FROM LACYVILLE.
 BY1054'3.5 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1054'CROSSING OF A DIRT ROAD AT LACYVILLE, 310.0 FEET NORTH OF THE CENTER
 BY1054'OF A ROAD CROSSING, 174.0 FEET NORTH OF MILEPOST 140, 25.1 FEET WEST
 BY1054'OF THE WEST RAIL OF THE TRACK, 6.6 FEET SOUTHWEST OF THE SOUTHWEST
 BY1054'FACE OF A CONCRETE TELEPHONE BOOTH, 5.0 FEET SOUTH OF THE SIGNBOARD AT
 BY1054'POE SIDING, 1.2 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF
 BY1054'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY1054
 BY1054                          STATION RECOVERY (1998)
 BY1054
 BY1054'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0999 ***********************************************************************
 BY0999  DESIGNATION -  OC 5
 BY0999  PID         -  BY0999
 BY0999  STATE/COUNTY-  TX/NACOGDOCHES
 BY0999  USGS QUAD   -  HUNTINGTON (1980)
 BY0999
 BY0999                         *CURRENT SURVEY CONTROL
 BY0999  ___________________________________________________________________
 BY0999* NAD 83(1986)-  31 16 37.     (N)    094 30 18.     (W)     SCALED    
 BY0999* NAVD 88     -        75.95   (+/-2cm)     249.2    (feet)  VERTCON   
 BY0999  ___________________________________________________________________
 BY0999  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0999
 BY0999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0999
 BY0999.The horizontal coordinates were scaled from a topographic map and have
 BY0999.an estimated accuracy of +/- 6 seconds.
 BY0999
 BY0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0999.The vertical order pertains to the NGVD 29 superseded value.
 BY0999
 BY0999.The geoid height was determined by GEOID03.
 BY0999
 BY0999;                    North         East    Units  Estimated Accuracy
 BY0999;SPC TX C     - 3,193,040.    1,254,700.      MT  (+/- 180 meters Scaled)
 BY0999
 BY0999                          SUPERSEDED SURVEY CONTROL
 BY0999
 BY0999  NGVD 29 (??/??/92)   75.990  (m)          249.31   (f) ADJ UNCH    2 0
 BY0999
 BY0999.Superseded values are not recommended for survey control.
 BY0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0999.See file dsdata.txt to determine how the superseded data were derived.
 BY0999
 BY0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ567612(NAD 83)
 BY0999_MARKER: DD = SURVEY DISK
 BY0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0999_STAMPING: OC 5 1948
 BY0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0999+STABILITY: SURFACE MOTION
 BY0999
 BY0999  HISTORY     - Date     Condition        Report By
 BY0999  HISTORY     - 1948     MONUMENTED       USGS
 BY0999  HISTORY     - 1949     GOOD             NGS
 BY0999  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0999
 BY0999                          STATION DESCRIPTION
 BY0999
 BY0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0999'4.55 MI NE FROM HUNTINGTON.
 BY0999'0.45 MILE NORTHEAST ALONG FARM ROAD 328 FROM THE TEXAS AND NEW ORLEANS
 BY0999'RAILROAD STATION AT HUNTINGTON, THENCE 4.1 MILES EAST ALONG A GRADED
 BY0999'DIRT ROAD, 0.65 MILE EAST OF OAK FLAT BAPTIST CHURCH, 225.0 FEET WEST
 BY0999'OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 24.0 FEET SOUTHWEST
 BY0999'OF THE CENTER LINE OF A DIM WOODS ROAD LEADING NORTHWEST, 23.0 FEET
 BY0999'NORTH OF THE CENTER LINE OF THE ROAD, 11.0 FEET SOUTHWEST OF A 16-INCH
 BY0999'PINE TREE, 1.0 FOOT SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0999'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0999
 BY0999                          STATION RECOVERY (1998)
 BY0999
 BY0999'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0487 ***********************************************************************
 BY0487  DESIGNATION -  OC 7
 BY0487  PID         -  BY0487
 BY0487  STATE/COUNTY-  TX/ANGELINA
 BY0487  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0487
 BY0487                         *CURRENT SURVEY CONTROL
 BY0487  ___________________________________________________________________
 BY0487* NAD 83(1986)-  31 19 24.     (N)    094 29 48.     (W)     SCALED    
 BY0487* NAVD 88     -        72.26   (+/-2cm)     237.1    (feet)  VERTCON   
 BY0487  ___________________________________________________________________
 BY0487  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BY0487
 BY0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0487
 BY0487.The horizontal coordinates were scaled from a topographic map and have
 BY0487.an estimated accuracy of +/- 6 seconds.
 BY0487
 BY0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0487.The vertical order pertains to the NGVD 29 superseded value.
 BY0487
 BY0487.The geoid height was determined by GEOID03.
 BY0487
 BY0487;                    North         East    Units  Estimated Accuracy
 BY0487;SPC TX C     - 3,198,220.    1,255,230.      MT  (+/- 180 meters Scaled)
 BY0487
 BY0487                          SUPERSEDED SURVEY CONTROL
 BY0487
 BY0487  NGVD 29 (??/??/92)   72.300  (m)          237.20   (f) ADJ UNCH    2 0
 BY0487
 BY0487.Superseded values are not recommended for survey control.
 BY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0487.See file dsdata.txt to determine how the superseded data were derived.
 BY0487
 BY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ575664(NAD 83)
 BY0487_MARKER: DD = SURVEY DISK
 BY0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0487_STAMPING: OC 7 1948
 BY0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0487+STABILITY: SURFACE MOTION
 BY0487
 BY0487  HISTORY     - Date     Condition        Report By
 BY0487  HISTORY     - 1948     MONUMENTED       USGS
 BY0487  HISTORY     - 1949     GOOD             NGS
 BY0487
 BY0487                          STATION DESCRIPTION
 BY0487
 BY0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0487'6.1 MI NW FROM ORA.
 BY0487'0.4 MILE WEST ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT ORA,
 BY0487'THENCE 5.7 MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT THE JUNCTION
 BY0487'OF FARM ROAD 328 AND A DIRT ROAD LEADING NORTHEAST, 108.0 FEET NORTH
 BY0487'OF THE CENTER LINE OF FARM ROAD 328, 35.2 FEET SOUTHWEST OF A 14-INCH
 BY0487'PINE TREE, 21.0 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD,
 BY0487'7.4 FEET NORTH OF AN 18-INCH GUM TREE, 1.7 FEET NORTHWEST OF A
 BY0487'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 BY0487'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1004 ***********************************************************************
 BY1004  DESIGNATION -  OC 8
 BY1004  PID         -  BY1004
 BY1004  STATE/COUNTY-  TX/ANGELINA
 BY1004  USGS QUAD   -  HUNTINGTON (1980)
 BY1004
 BY1004                         *CURRENT SURVEY CONTROL
 BY1004  ___________________________________________________________________
 BY1004* NAD 83(1986)-  31 20 57.     (N)    094 30 22.     (W)     SCALED    
 BY1004* NAVD 88     -        72.14   (+/-2cm)     236.7    (feet)  VERTCON   
 BY1004  ___________________________________________________________________
 BY1004  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BY1004
 BY1004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1004
 BY1004.The horizontal coordinates were scaled from a topographic map and have
 BY1004.an estimated accuracy of +/- 6 seconds.
 BY1004
 BY1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1004.The vertical order pertains to the NGVD 29 superseded value.
 BY1004
 BY1004.The geoid height was determined by GEOID03.
 BY1004
 BY1004;                    North         East    Units  Estimated Accuracy
 BY1004;SPC TX C     - 3,201,030.    1,254,180.      MT  (+/- 180 meters Scaled)
 BY1004
 BY1004                          SUPERSEDED SURVEY CONTROL
 BY1004
 BY1004  NGVD 29 (??/??/92)   72.180  (m)          236.81   (f) ADJ UNCH    2 0
 BY1004
 BY1004.Superseded values are not recommended for survey control.
 BY1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1004.See file dsdata.txt to determine how the superseded data were derived.
 BY1004
 BY1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ567692(NAD 83)
 BY1004_MARKER: DD = SURVEY DISK
 BY1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1004_STAMPING: OC 8 1948
 BY1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1004+STABILITY: SURFACE MOTION
 BY1004
 BY1004  HISTORY     - Date     Condition        Report By
 BY1004  HISTORY     - 1948     MONUMENTED       USGS
 BY1004  HISTORY     - 1949     GOOD             NGS
 BY1004
 BY1004                          STATION DESCRIPTION
 BY1004
 BY1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1004'3.15 MI S FROM EWING.
 BY1004'1.2 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1004'RAILROAD WATER TANK AT EWING, THENCE 1.95 MILES SOUTH ALONG A DIRT
 BY1004'ROAD, AT A JUNCTION WITH AN ABANDONED C.C.C. ROAD LEADING SOUTHEAST,
 BY1004'46.0 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF THE C.C.C. ROAD
 BY1004'LEADING SOUTHEAST, 26.3 FEET EAST OF AN 18-INCH OAK TREE, 20.0 FEET
 BY1004'NORTHWEST OF THE CENTER LINE OF THE ROAD, 17.0 FEET SOUTHWEST OF A
 BY1004'16-INCH GUM TREE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN
 BY1004'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1031 ***********************************************************************
 BY1031  DESIGNATION -  OC 9
 BY1031  PID         -  BY1031
 BY1031  STATE/COUNTY-  TX/ANGELINA
 BY1031  USGS QUAD   -  PLATT (1980)
 BY1031
 BY1031                         *CURRENT SURVEY CONTROL
 BY1031  ___________________________________________________________________
 BY1031* NAD 83(1986)-  31 23 53.     (N)    094 31 17.     (W)     SCALED    
 BY1031* NAVD 88     -        63.19   (+/-2cm)     207.3    (feet)  VERTCON   
 BY1031  ___________________________________________________________________
 BY1031  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY1031
 BY1031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1031
 BY1031.The horizontal coordinates were scaled from a topographic map and have
 BY1031.an estimated accuracy of +/- 6 seconds.
 BY1031
 BY1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1031.The vertical order pertains to the NGVD 29 superseded value.
 BY1031
 BY1031.The geoid height was determined by GEOID03.
 BY1031
 BY1031;                    North         East    Units  Estimated Accuracy
 BY1031;SPC TX C     - 3,206,370.    1,252,440.      MT  (+/- 180 meters Scaled)
 BY1031
 BY1031                          SUPERSEDED SURVEY CONTROL
 BY1031
 BY1031  NGVD 29 (??/??/92)   63.240  (m)          207.48   (f) ADJ UNCH    2 0
 BY1031
 BY1031.Superseded values are not recommended for survey control.
 BY1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1031.See file dsdata.txt to determine how the superseded data were derived.
 BY1031
 BY1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ553747(NAD 83)
 BY1031_MARKER: DD = SURVEY DISK
 BY1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1031_STAMPING: OC 9 1948
 BY1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1031+STABILITY: SURFACE MOTION
 BY1031
 BY1031  HISTORY     - Date     Condition        Report By
 BY1031  HISTORY     - 1948     MONUMENTED       USGS
 BY1031  HISTORY     - 1949     GOOD             NGS
 BY1031  HISTORY     - 19980919 GOOD             USPSQD
 BY1031
 BY1031                          STATION DESCRIPTION
 BY1031
 BY1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1031'4.25 MI N FROM EWING.
 BY1031'2.35 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1031'RAILWAY SECTION HOUSE AT EWING, THENCE 1.9 MILES NORTH ALONG A GRADED
 BY1031'DIRT ROAD, 0.2 MILE SOUTH OF A WOODEN BRIDGE OVER THE ANGELINA RIVER,
 BY1031'35.0 FEET EAST OF AND 6.0 FEET HIGHER THAN THE CENTER LINE OF THE
 BY1031'ROAD, 2.1 FEET WEST OF THE CENTER OF THE WEST FACE OF A GRANITE
 BY1031'MONUMENT MARKING THE SITE OF THE FORMER TOWN OF MARION, AND SET IN THE
 BY1031'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY1031
 BY1031                          STATION RECOVERY (1998)
 BY1031
 BY1031'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6868 ***********************************************************************
 AW6868  DESIGNATION -  OCEAN
 AW6868  PID         -  AW6868
 AW6868  STATE/COUNTY-  TX/BRAZORIA
 AW6868  USGS QUAD   -  SWEENY (1972)
 AW6868
 AW6868                         *CURRENT SURVEY CONTROL
 AW6868  ___________________________________________________________________
 AW6868* NAD 83(1993)-  29 05 08.24267(N)    095 43 46.79702(W)     ADJUSTED  
 AW6868* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AW6868  ___________________________________________________________________
 AW6868  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AW6868  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW6868
 AW6868  HORZ ORDER  -  THIRD
 AW6868
 AW6868.The horizontal coordinates were established by classical geodetic methods
 AW6868.and adjusted by the National Geodetic Survey in February 1996..
 AW6868
 AW6868.The orthometric height was scaled from a topographic map.
 AW6868
 AW6868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6868
 AW6868.The geoid height was determined by GEOID03.
 AW6868
 AW6868;                    North         East     Units Scale Factor Converg.
 AW6868;SPC TXSC     - 4,143,238.046   918,312.788   MT  0.99987265   +1 36 07.8
 AW6868;SPC TXSC     -13,593,273.49  3,012,831.21   sFT  0.99987265   +1 36 07.8
 AW6868;UTM  15      - 3,220,550.216   234,296.744   MT  1.00047127   -1 19 39.8
 AW6868
 AW6868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6868!SPC TXSC     -   1.00000233  x   0.99987265  =   0.99987498
 AW6868!UTM  15      -   1.00000233  x   1.00047127  =   1.00047360
 AW6868
 AW6868:                Primary Azimuth Mark                     Grid Az
 AW6868:SPC TXSC     -  OLD OCEAN PHILLIPS PETROL MAST           231 01 49.0
 AW6868:UTM  15      -  OLD OCEAN PHILLIPS PETROL MAST           233 57 36.6
 AW6868
 AW6868|---------------------------------------------------------------------|
 AW6868| PID    Reference Object                     Distance      Geod. Az  |
 AW6868|                                                           dddmmss.s |
 AW6868| AW6867 OLD OCEAN PHILLIPS PETROL MAST      APPROX. 1.4 KM 2323756.8 |
 AW6868| AW4338 K 756                                              2524544.4 |
 AW6868| CV6618 OCEAN RM 1                           28.897 METERS 25619     |
 AW6868| CV6619 OCEAN RM 2                           34.307 METERS 33131     |
 AW6868|---------------------------------------------------------------------|
 AW6868
 AW6868                          SUPERSEDED SURVEY CONTROL
 AW6868
 AW6868  NAD 83(1986)-  29 05 08.25308(N)    095 43 46.77957(W) AD(       ) 3
 AW6868  NAD 27      -  29 05 07.35200(N)    095 43 45.95600(W) AD(       ) 3
 AW6868
 AW6868.Superseded values are not recommended for survey control.
 AW6868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6868.See file dsdata.txt to determine how the superseded data were derived.
 AW6868
 AW6868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3429720550(NAD 83)
 AW6868_MARKER: DS = TRIANGULATION STATION DISK
 AW6868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6868
 AW6868  HISTORY     - Date     Condition        Report By
 AW6868  HISTORY     - 1953     MONUMENTED       CGS
 AW6868  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW6868
 AW6868                          STATION DESCRIPTION
 AW6868
 AW6868'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AW6868'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF WEST COLUMBIA,
 AW6868'AND ABOUT 1 MILE EAST OF THE SMALL SETTLEMENT OF OLD OCEAN,
 AW6868'ALONG THE RIGHT-OF-WAY OF STATE HIGHWAY 35, 57 FEET SOUTH
 AW6868'OF THE CENTER OF STATE HIGHWAY 35, 14 FEET SOUTHEAST OF A
 AW6868'CORNER POST AND 2 FEET NORTH OF A WITNESS POST.  IT PROJECTS 5
 AW6868'INCHES AND IS STAMPED OCEAN 1952.
 AW6868'
 AW6868'REFERENCE MARK NO. 1 IS 82 FEET WEST OF A FENCE CORNER POST, 50
 AW6868'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 35, AND 1 FOOT NORTH
 AW6868'OF AN EAST-WEST FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 AW6868'OCEAN NO 1 1952.
 AW6868'
 AW6868'REFERENCE MARK NO. 2 IS 52 FEET NORTH OF THE CENTER OF STATE
 AW6868'HIGHWAY 35, 18 FEET NORTHEAST OF A TELEPHONE AND POWERLINE
 AW6868'POLE, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.  IT PROJECTS 4
 AW6868'INCHES AND IS STAMPED OCEAN NO 2 1952.
 AW6868'
 AW6868'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 127.36 FEET.
 AW6868'
 AW6868'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 AW6868'CEMENTED IN A DRILL HOLE IN THE SOUTH HEADWALL OF A SMALL
 AW6868'CONCRETE BRIDGE THAT CROSSES STATE HIGHWAY 35, 15 FEET SOUTH OF
 AW6868'THE CENTER OF STATE HIGHWAY 35, AND 2-1/2 FEET WEST OF THE EAST
 AW6868'END OF THE HEADWALL.  THE MARK IS SET FLUSH AND IS STAMPED K
 AW6868'756 1943.
 AW6868'
 AW6868'TO REACH THE STATION FROM THE POST OFFICE IN OLD OCEAN, GO
 AW6868'EASTERLY ON STATE HIGHWAY 35 FOR 0.9 MILE TO THE AZIMUTH MARK ON
 AW6868'THE RIGHT AS DESCRIBED, CONTINUE AHEAD FOR 0.4 MILE TO THE STATION
 AW6868'ON THE RIGHT AS DESCRIBED.
 AW6868
 AW6868                          STATION RECOVERY (2004)
 AW6868
 AW6868'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6868'MARK NF
 AW6868'R 1 NF
 AW6868'R 2 NF
 AW6868'AZ  FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8700 ***********************************************************************
 AE8700  DESIGNATION -  OCH B
 AE8700  PID         -  AE8700
 AE8700  STATE/COUNTY-  TX/NACOGDOCHES
 AE8700  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 AE8700
 AE8700                         *CURRENT SURVEY CONTROL
 AE8700  ___________________________________________________________________
 AE8700* NAD 83(1993)-  31 35 04.62656(N)    094 42 32.41713(W)     ADJUSTED  
 AE8700* NAVD 88     -       102.4    (meters)     336.     (feet)  GPS OBS   
 AE8700  ___________________________________________________________________
 AE8700  X           -    -446,465.238 (meters)                     COMP
 AE8700  Y           -  -5,420,030.753 (meters)                     COMP
 AE8700  Z           -   3,321,322.660 (meters)                     COMP
 AE8700  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AE8700  ELLIP HEIGHT-          75.33  (meters)          (09/07/01) GPS OBS
 AE8700  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AE8700
 AE8700  HORZ ORDER  -  FIRST
 AE8700  ELLP ORDER  -  THIRD     CLASS II
 AE8700
 AE8700.The horizontal coordinates were established by GPS observations
 AE8700.and adjusted by the National Geodetic Survey in April 1998..
 AE8700
 AE8700.The orthometric height was determined by GPS observations and a
 AE8700.high-resolution geoid model.
 AE8700
 AE8700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8700
 AE8700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8700
 AE8700.The ellipsoidal height was determined by GPS observations
 AE8700.and is referenced to NAD 83.
 AE8700
 AE8700.The geoid height was determined by GEOID03.
 AE8700
 AE8700;                    North         East     Units Scale Factor Converg.
 AE8700;SPC TX C     - 3,226,111.027 1,233,579.517   MT  0.99993340   +2 53 48.7
 AE8700;SPC TX C     -10,584,332.59  4,047,168.80   sFT  0.99993340   +2 53 48.7
 AE8700;UTM  15      - 3,495,662.190   337,840.929   MT  0.99992433   -0 53 43.1
 AE8700
 AE8700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8700!SPC TX C     -   0.99998817  x   0.99993340  =   0.99992157
 AE8700!UTM  15      -   0.99998817  x   0.99992433  =   0.99991250
 AE8700
 AE8700                          SUPERSEDED SURVEY CONTROL
 AE8700
 AE8700  ELLIP H (04/08/98)   75.37   (m)                       GP(       ) 3 2
 AE8700
 AE8700.Superseded values are not recommended for survey control.
 AE8700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8700.See file dsdata.txt to determine how the superseded data were derived.
 AE8700
 AE8700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3784195662(NAD 83)
 AE8700_MARKER: H = DRILL HOLE
 AE8700_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AE8700_SP_SET: STORM SEWER MANHOLE 22 FT DEEP
 AE8700_STAMPING: OCH B 1997
 AE8700_MARK LOGO: NGS   
 AE8700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8700+STABILITY: POSITION/ELEVATION WELL
 AE8700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8700+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8700
 AE8700  HISTORY     - Date     Condition        Report By
 AE8700  HISTORY     - 1997     MONUMENTED       NGS
 AE8700
 AE8700                          STATION DESCRIPTION
 AE8700
 AE8700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE8700'DESCRIBED BY NATIONAL GEODETIC SURVEY 19 MAR 1997 (WCW) .  THE STATION
 AE8700'IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF NACOGDOCHES AT THE A.L.
 AE8700'MANGHAM REGIONAL AIRPORT, NORTH OF THE HOLD BAR AT APPROACH 18.
 AE8700'OWNERSHIP--CITY OF NACOGDOCHES, P.O.  DRAWER 630648, NACOGDOCHES TX
 AE8700'75963-0648.  AIRPORT MANAGER IS KEVIN KELLY PHONE 409-560-9567.
 AE8700'CONTACT ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.* TO
 AE8700'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 59 AND STATE
 AE8700'HIGHWAY 7 (SOUTH FREDONIA STREET) ABOUT 3 KM (1.85 MI) SOUTHWEST OF
 AE8700'NACOGDOCHES, GO SOUTHWEST ON STATE ROUTE 7 FOR 1.9 KM (1.20 MI) TO
 AE8700'TERRY CRAWFORD ROAD ON RIGHT.  TURN RIGHT AND GO WEST ON THE ASPHALT
 AE8700'ROAD FOR 0.65 KM (0.40 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 AE8700'NORTHWESTERLY FOR 0.2 KM (0.10 MI) PAST A CURVE LEFT TO THE APRON AND
 AE8700'THE AIRPORT OFFICE ON LEFT.  CONTINUE AHEAD ON THE APRON AND GO WEST
 AE8700'SOUTHWEST FOR 0.1 KM (0.05 MI) TO A TAXIWAY RIGHT.  TURN RIGHT ON TAXI
 AE8700'B AND GO NORTHWEST FOR 0.1 KM (0.05 MI) TO A TAXI LEFT.  TURN LEFT AND
 AE8700'CONTINUE SOUTHWESTERLY ON TAXI B FOR 0.3 KM (0.20 MI) TO A TAXIWAY
 AE8700'RIGHT JUST BEFORE CROSSING RUNWAY 15-33.  TURN RIGHT AND GO
 AE8700'NORTHWESTERLY, THEN IMMEDIATELY TURN RIGHT AGAIN ONTO PARALLEL TAXI A
 AE8700'AND GO NORTH FOR 0.6 KM (0.35 MI) TO THE MOST NORTHERLY CONNECTOR.
 AE8700'TURN LEFT AND GO 30 M (98.4 FT) TO THE HOLD BAR AT APPROACH 18 AND THE
 AE8700'STATION ON THE RIGHT.* THE MARK IS A PUNCH HOLE WITH THREE TOE CROSS
 AE8700'ON THE NORTH SIDE OF A STEEL RIM FOR A 80 CM DIAMETER STORM SEWER
 AE8700'MANHOLE.  DEPTH TO INVERT IS OBSERVED 6.8 M (22.3 FT) , AND IS OF
 AE8700'BRICK AND MORTAR CONSTRUCTION.  THE STATION IS LOCATED 46.8 M (153.5
 AE8700'FT) WEST FROM THE CENTERLINE END RUNWAY AT APPROACH 18, 15.5 M (50.9
 AE8700'FT) EAST SOUTHEAST FROM A REIL, 8.7 M (28.5 FT) NORTH OF THE CONNECTOR
 AE8700'TAXI CENTER AT THE HOLD BAR, AND 3.4 M (11.2 FT) NORTH OF THE NORTH
 AE8700'EDGE OF ASPHALT PAVEMENT.  THE STATION PROJECTS 5 CM. NOTE--THE
 AE8700'STATION IS IN THE SAFETY AREA OF CONNECTOR TAXIWAY A. NOTE--THIS IS A
 AE8700'SUPPLEMENTAL SECONDARY AIRPORT CONTROL STATION (SACS) .  DESCRIBED BY
 AE8700'WC WAICKMAN 19 MAR 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1069 ***********************************************************************
 GK1069  DESIGNATION -  OCHILTREE RESET
 GK1069  PID         -  GK1069
 GK1069  STATE/COUNTY-  TX/OCHILTREE
 GK1069  USGS QUAD   -  PERRYTON SE (1973)
 GK1069
 GK1069                         *CURRENT SURVEY CONTROL
 GK1069  ___________________________________________________________________
 GK1069* NAD 83(1993)-  36 17 16.19459(N)    100 47 22.79945(W)     ADJUSTED  
 GK1069* NAVD 88     -       901.     (meters)    2956.     (feet)  SCALED    
 GK1069  ___________________________________________________________________
 GK1069  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 GK1069  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GK1069
 GK1069  HORZ ORDER  -  FIRST
 GK1069
 GK1069.The horizontal coordinates were established by classical geodetic methods
 GK1069.and adjusted by the National Geodetic Survey in February 1996..
 GK1069
 GK1069.The orthometric height was scaled from a topographic map.
 GK1069
 GK1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1069
 GK1069.The geoid height was determined by GEOID03.
 GK1069
 GK1069;                    North         East     Units Scale Factor Converg.
 GK1069;SPC TX N     - 1,254,045.772   263,813.857   MT  1.00002605   +0 24 42.0
 GK1069;SPC TX N     - 4,114,315.17    865,529.30   sFT  1.00002605   +0 24 42.0
 GK1069;UTM  14      - 4,017,359.819   339,281.885   MT  0.99991826   -1 03 33.9
 GK1069
 GK1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1069!SPC TX N     -   0.99986287  x   1.00002605  =   0.99988892
 GK1069!UTM  14      -   0.99986287  x   0.99991826  =   0.99978114
 GK1069
 GK1069|---------------------------------------------------------------------|
 GK1069| PID    Reference Object                     Distance      Geod. Az  |
 GK1069|                                                           dddmmss.s |
 GK1069| CK9549 OCHILTREE RM 3                       23.975 METERS 14702     |
 GK1069| CK9547 OCHILTREE RM 1                       23.979 METERS 14710     |
 GK1069| CK9548 OCHILTREE RM 2                       29.733 METERS 23930     |
 GK1069| CK9546 OCHILTREE AZ MK                                    3254535.0 |
 GK1069| GK1067 PERRYTON SW MUNICIPAL TANK          APPROX.10.7 KM 3474940.5 |
 GK1069| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX.12.5 KM 3534334.3 |
 GK1069| GK1065 PERRYTON SOUTH MUNICIPAL TANK       APPROX.11.3 KM 3542610.9 |
 GK1069|---------------------------------------------------------------------|
 GK1069
 GK1069                          SUPERSEDED SURVEY CONTROL
 GK1069
 GK1069  NAD 83(1993)-  36 17 16.19467(N)    100 47 22.79924(W) AD(       ) 1
 GK1069  NAD 83(1986)-  36 17 16.20077(N)    100 47 22.78743(W) AD(       ) 1
 GK1069  NAD 27      -  36 17 16.07900(N)    100 47 21.25200(W) AD(       ) 1
 GK1069
 GK1069.Superseded values are not recommended for survey control.
 GK1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1069.See file dsdata.txt to determine how the superseded data were derived.
 GK1069
 GK1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3928217360(NAD 83)
 GK1069_MARKER: DS = TRIANGULATION STATION DISK
 GK1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1069
 GK1069  HISTORY     - Date     Condition        Report By
 GK1069  HISTORY     - 1952     MONUMENTED       CGS
 GK1069  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK1069  HISTORY     - 1979     GOOD             NGS
 GK1069
 GK1069                          STATION DESCRIPTION
 GK1069
 GK1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1069'THE STATION IS LOCATED ALONG THE NORTHEAST SIDE OF U.S. HIGHWAY
 GK1069'83.  IT IS ABOUT 6-1/2 MILES AIRLINE SOUTH OF PERRYTON, ABOUT
 GK1069'7 MILES AIRLINE SOUTHEAST OF LORD, AND ABOUT 1-1/2 MILES AIRLINE
 GK1069'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 70 AND U.S. HIGHWAY
 GK1069'83.
 GK1069'
 GK1069'THE STATION IS 48 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 GK1069'HIGHWAY 83, 2-1/2 FEET SOUTHWEST OF A WIRE FENCE, AND 8-1/2
 GK1069'FEET NORTHWEST OF A WHITE WITNESS POST.  IT IS A STANDARD
 GK1069'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 16-INCHES
 GK1069'IN DIAMETER AND PROJECTS 1 INCH.  THE DISK IS STAMPED--OCHILTREE
 GK1069'1952.
 GK1069'
 GK1069'REFERENCE MARK NUMBER ONE IS 1-1/2 FEET SOUTHWEST OF THE WIRE
 GK1069'FENCE, 49 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GK1069'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 GK1069'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10-INCHES
 GK1069'IN DIAMETER AND PROJECTS 2 INCHES.  THE DISK IS
 GK1069'STAMPED--OCHILTREE NO 1 1952.
 GK1069'
 GK1069'REFERENCE MARK NUMBER TWO IS 1 FOOT NORTHEAST OF A WIRE FENCE,
 GK1069'2 FEET SOUTHEAST OF A TRIANGULAR BLAZED TELEPHONE POLE, 49
 GK1069'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 GK1069'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 GK1069'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10-INCHES
 GK1069'IN DIAMETER AND PROJECTS 3 INCHES.  THE DISK IS
 GK1069'STAMPED--OCHILTREE NO 2 1952.
 GK1069'
 GK1069'THE AZIMUTH MARK IS 2 FEET NORTHEAST OF A WIRE FENCE, 50
 GK1069'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 GK1069'MIDWAY BETWEEN TWO TELEPHONE POLES.  IT IS A STANDARD DISK
 GK1069'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10-INCHES
 GK1069'IN DIAMETER AND PROJECTS 6 INCHES.  THE DISK IS
 GK1069'STAMPED--OCHILTREE 1952.  TO REACH THE MARK FROM THE STATION GO
 GK1069'NORTHWEST ON U.S. HIGHWAY 83 FOR 0.5 MILE TO THE MARK
 GK1069'ON THE LEFT.
 GK1069'
 GK1069'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 GK1069'AND STATE HIGHWAY 117, IN THE NORTH EDGE OF PERRYTON, GO
 GK1069'SOUTH ON U.S. HIGHWAY 83 FOR 6.6 MILES TO STATE HIGHWAY 70.
 GK1069'CONTINUE, SOUTHEAST, ON U.S. HIGHWAY 83 FOR 1.5 MILES TO THE
 GK1069'STATION ON THE LEFT.
 GK1069'
 GK1069'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 GK1069
 GK1069                          STATION RECOVERY (1973)
 GK1069
 GK1069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SDC)
 GK1069'STATION HAS BEEN DESTROYED.  THE TOP OF THE STATION HAS BEEN
 GK1069'BROKEN OFF AND ALSO THE TOP OF R.M. 1 ALTHOUGH BOTH CONCRETE
 GK1069'POSTS ARE IN PLACE.  R.M. 2 WAS SEARCHED FOR AND NOT FOUND.
 GK1069
 GK1069                          STATION RECOVERY (1979)
 GK1069
 GK1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GK1069'THE STATION SURFACE MARK, REFERENCE MARK NO 1, AND THE AZIMUTH MARK
 GK1069'WERE TO HAVE BEEN DESTROYED.
 GK1069'
 GK1069'THE STATION SUB SURFACE MARK AND REFERENCE MARK NO. 2 WERE
 GK1069'RECOVERED AND FOUND IN GOOD CONDITION.
 GK1069'
 GK1069'THE STATION SURFACE MARK AND REFERENCE MARK NO. 3 WERE
 GK1069'RE-ESTABLISHED.
 GK1069'
 GK1069'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GK1069'
 GK1069'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF PERRYTON, 1.45
 GK1069'MILES SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY
 GK1069'70, AND 0.15 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 183 AND FARM
 GK1069'ROAD 2711.
 GK1069'
 GK1069'TO REACH THE STATION FOR THE COURTHOUSE IN PERRYTON, GO SOUTH ON
 GK1069'U.S. HIGHWAY 83 FOR 6.6 MILES TO THE JUNCTION OF STATE HIGHWAY 70,
 GK1069'CONTINUE SOUTHEAST ON U.S. HIGHWAY 83 FOR 1.3 MILES TO JUNCTION OF
 GK1069'FARM ROAD 2711 ON THE LEFT.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 83
 GK1069'FOR 0.15 MILE TO STATION ON THE LEFT.
 GK1069'
 GK1069'STATION MARKS ARE STANDARD DISKS STAMPED OCHILTREE 1952 1977.  THE
 GK1069'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH
 GK1069'WITH THE SURFACE OF THE GROUND.  IT IS 48 FEET NORTHEAST OF THE
 GK1069'CENTER OF HIGHWAY, 33 FEET SOUTHEAST OF THE SOUTHEAST END OF GATE, 6
 GK1069'FEET NORTHWEST OF A HIGH LINE POLE, AND 2 FEET SOUTHWEST OF THE FENCE
 GK1069'LINE AND METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 GK1069'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 30 INCHES BELOW THE GROUND
 GK1069'SURFACE.  A METAL PLUG WAS PLACED OVER THE MARK.
 GK1069'
 GK1069'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED OCHILTREE NO 2
 GK1069'1952.  SET IN THE TOP OF A ROUND CONCRETE POST THAT IS ABOUT 4 INCHES
 GK1069'BELOW THE SURFACE OF THE GROUND.  IT IS 50 FEET NORTHWEST OF THE
 GK1069'CENTER OF HIGHWAY, 1 FOOT NORTHEAST OF FENCELINE, AND 1.6 FEET EAST OF
 GK1069'A METAL WITNESS POST.
 GK1069'
 GK1069'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED OCHILTREE 1952 NO. 3
 GK1069'1979.  SET IN THE TOP OF A IRREGULAR MASS OF CONCRETE THAT IS ABOUT 4
 GK1069'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 49 FEET NORTHEAST OF
 GK1069'CENTER OF HIGHWAY AND 1 FOOT NORTHWEST OF FENCE AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0325 ***********************************************************************
 BB0325  DESIGNATION -  OCHOA
 BB0325  PID         -  BB0325
 BB0325  STATE/COUNTY-  TX/PRESIDIO
 BB0325  USGS QUAD   -  ARROYO MELADO (1980)
 BB0325
 BB0325                         *CURRENT SURVEY CONTROL
 BB0325  ___________________________________________________________________
 BB0325* NAD 83(1993)-  29 38 14.28016(N)    104 26 09.43060(W)     ADJUSTED  
 BB0325* NAVD 88     -       872.3    (meters)    2862.     (feet)  VERTCON   
 BB0325  ___________________________________________________________________
 BB0325  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 BB0325  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 BB0325
 BB0325  HORZ ORDER  -  FIRST
 BB0325
 BB0325.The horizontal coordinates were established by classical geodetic methods
 BB0325.and adjusted by the National Geodetic Survey in February 1996..
 BB0325
 BB0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0325
 BB0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0325
 BB0325.The geoid height was determined by GEOID03.
 BB0325
 BB0325;                    North         East     Units Scale Factor Converg.
 BB0325;SPC TXSC     - 4,212,157.750    73,862.536   MT  0.99987712   -2 39 47.3
 BB0325;SPC TXSC     -13,819,387.55    242,330.67   sFT  0.99987712   -2 39 47.3
 BB0325;UTM  13      - 3,278,729.264   554,598.221   MT  0.99963678   +0 16 44.2
 BB0325
 BB0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0325!SPC TXSC     -   0.99986665  x   0.99987712  =   0.99974378
 BB0325!UTM  13      -   0.99986665  x   0.99963678  =   0.99950348
 BB0325
 BB0325|---------------------------------------------------------------------|
 BB0325| PID    Reference Object                     Distance      Geod. Az  |
 BB0325|                                                           dddmmss.s |
 BB0325| CH9187 OCHOA RM 1                           18.743 METERS 04111     |
 BB0325| CH9186 OCHOA AZ MK                                        1521120.6 |
 BB0325| CH9188 OCHOA RM 2                           15.480 METERS 31342     |
 BB0325|---------------------------------------------------------------------|
 BB0325
 BB0325                          SUPERSEDED SURVEY CONTROL
 BB0325
 BB0325  NAD 83(1986)-  29 38 14.27128(N)    104 26 09.42687(W) AD(       ) 1
 BB0325  NAD 27      -  29 38 13.62500(N)    104 26 07.69700(W) AD(       ) 1
 BB0325  NGVD 29 (07/19/86)  871.9    (m)         2861.     (f) VERT ANG       
 BB0325
 BB0325.Superseded values are not recommended for survey control.
 BB0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0325.See file dsdata.txt to determine how the superseded data were derived.
 BB0325
 BB0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5459878729(NAD 83)
 BB0325_MARKER: DS = TRIANGULATION STATION DISK
 BB0325_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BB0325_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BB0325
 BB0325  HISTORY     - Date     Condition        Report By
 BB0325  HISTORY     - 1934     MONUMENTED       CGS
 BB0325  HISTORY     - 1958     GOOD             AMS
 BB0325  HISTORY     - 1972     GOOD             ARCO
 BB0325  HISTORY     - 1974     GOOD             NGS
 BB0325
 BB0325                          STATION DESCRIPTION
 BB0325
 BB0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0325'ABOUT 6.5 MILES NORTHWEST OF PRESIDIO, 2.5 MILES NORTH OF
 BB0325'THE RIO GRANDE, 5 MILES EAST-SOUTHEAST OF THE VILLAGE OF OCHOA,
 BB0325'AND 1-1/2 MILES NORTHEAST OF THE PRESIDIO-RUIDOSA ROAD AND ON
 BB0325'THE SOUTHEAST EDGE OF A LARGE FLAT-TOPPED MESA THAT EXTENDS
 BB0325'NORTH FROM THE PRESIDIO RUIDOSA ROAD.  SURFACE MARK PROJECTS
 BB0325'6 INCHES AND LIES ABOUT 75-FEET WEST OF THE EDGE OF THE MESA.
 BB0325'
 BB0325'TO REACH FROM PRESIDIO, GO EAST ON THE MAIN STREET 0.2 MILE
 BB0325'TO THE VALLEY SERVICE STATION, TURN LEFT ON THE RUIDOSA ROAD
 BB0325'(THIS POINT IS ABOUT 50 YARDS WEST OF THE POINT WHERE THE
 BB0325'U.S. HIGHWAY 67 LEAVES THE MAIN STREET) AND GO NORTH ON THE
 BB0325'RUIDOSA ROAD 1.2 MILES, TAKE RIGHT FORK AND GO 0.05 MILE,
 BB0325'THEN LEFT FORK AND GO ON THE MAIN ROAD 5.95 MILES TO A
 BB0325'CROSSROADS (THIS POINT IS ABOUT 100 YARDS FROM A SMALL WOOD
 BB0325'BRIDGE).  LEAVE MAIN ROAD AND TURN RIGHT (NORTH) ON
 BB0325'UNIMPROVED ROAD AND FOLLOW IT UP VALLEY 1.6 MILES TO AN
 BB0325'OLD DIRT TANK ON THE LEFT, TURN LEFT AND GO 0.1 MILE TO
 BB0325'BASE OF MESA.  FROM THIS POINT PACK TO TOP OF MESA AND
 BB0325'STATION.  ABOUT A 5-MINUTE CLIMB.
 BB0325'
 BB0325'SURFACE MARK AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BB0325'SET IN IRON PIPES AS DESCRIBED IN NOTE 6A AND 13A RESPECTIVELY.
 BB0325'UNDERGROUND MARK AND AZIMUTH MARK ARE STANDARD BRONZE DISKS
 BB0325'SET IN CONCRETE.
 BB0325'
 BB0325'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND 30 FEET
 BB0325'WEST OF THE EDGE OF THE MESA, PROJECTING 6 INCHES.
 BB0325'
 BB0325'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND 108 FEET
 BB0325'WEST OF THE EDGE OF THE MESA, PROJECTING 6 INCHES.
 BB0325'
 BB0325'AZIMUTH MARK IS ON THE EAST SIDE OF THE ROAD GOING PAST THE
 BB0325'STATION, ABOUT 100 YARDS NORTHEAST OF A DIRT TANK, AND
 BB0325'FLUSH WITH GROUND.
 BB0325'
 BB0325'A 10-FOOT STAND WILL CLEAR ALL LINES.
 BB0325
 BB0325                          STATION RECOVERY (1958)
 BB0325
 BB0325'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BB0325'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BB0325'FOUND AS DESCRIBED.
 BB0325'
 BB0325'THE STATION IS LOCATED ON THE HIGHEST POINT OF A NE-SW MESA.
 BB0325'252 FEET SE OF CENTER OF SMALL DARK BRUSH LINE.  186 FEET SW
 BB0325'OF SHARP CUT IN MESA.  42 FEET N OF S EDGE OF MESA.  74 FEET
 BB0325'W OF E EDGE OF MESA.
 BB0325
 BB0325                          STATION RECOVERY (1972)
 BB0325
 BB0325'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1972 (OWC)
 BB0325'OCHOH - GOOD
 BB0325'
 BB0325'OCHOH NO. 1 1934 - GOOD
 BB0325'
 BB0325'OCHOH NO. 2 1934 - GOOD
 BB0325'
 BB0325'OCHOH 1934 AZIMUTH - GOOD
 BB0325'
 BB0325'THE AZIMUTH WAS FOUND TO BE 1030 FT FROM STATION MARK, THE
 BB0325'DESCRIPTION SHOWS AZIMUTH TO BE ABOUT .4 MILE.
 BB0325
 BB0325                          STATION RECOVERY (1974)
 BB0325
 BB0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0325'STATION MARKS, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 BB0325'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 BB0325'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BB0325'
 BB0325'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF PRESIDIO,
 BB0325'1.5 MILES NORTHEAST OF FARM ROAD 170 AND ON THE EAST EDGE OF
 BB0325'A LARGE FLAT-TOPPED MESA.
 BB0325'
 BB0325'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND FARM ROAD
 BB0325'170 IN THE NORTHEAST EDGE OF PRESIDIO, GO WEST ON FARM ROAD
 BB0325'170 FOR 6.1 MILES TO STATION RP 24 A-1 ON THE LEFT, CONTINUE
 BB0325'AHEAD ON FARM ROAD 170 FOR 0.1 MILE TO A SIDE ROAD ON THE
 BB0325'RIGHT, TURN RIGHT AND GO NORTH ALONG A TRACK ROAD FOR 3.8
 BB0325'MILES TO THE TOP OF THE MESA, TURN LEFT AND GO SOUTH
 BB0325'AND WEST ACROSS COUNTRY FOR 2.7 MILES TO THE STATION ON THE
 BB0325'EAST EDGE OF THE MESA.
 BB0325'
 BB0325'THE STATION MARKS ARE STANDARD DISKS STAMPED OCHOA 1934.  THE
 BB0325'SURFACE DISK IS CEMENTED IN THE TOP OF A 3 INCH IRON PIPE
 BB0325'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE, IT IS 60 FEET
 BB0325'WEST OF THE EAST EDGE OF THE MESA.  THE UNDERGROUND DISK
 BB0325'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 BB0325'42 INCHES BELOW THE GROUND SURFACE.
 BB0325'
 BB0325'REFERENCE MARK 1, IS A STANDARD DISK STAMPED OCHOA NO 1 1934,
 BB0325'CEMENTED IN THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 8
 BB0325'INCHES ABOVE THE GROUND SURFACE AND IS 24 FEET WEST OF THE
 BB0325'EAST EDGE OF THE MESA.
 BB0325'
 BB0325'REFERENCE MARK 2, IS A STANDARD DISK STAMPED OCHOA NO
 BB0325'2 1934, CEMENTED IN THE TOP OF A 3 INCH IRON PIPE THAT
 BB0325'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 BB0325'
 BB0325'AZIMUTH MARK IS A STANDARD DISK STAMPED OCHOA 1934, SET IN
 BB0325'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BB0325'8 INCHES ABOVE THE GROUND SURFACE AND IS ABOUT 100 YARDS
 BB0325'NORTHEAST OF AN OLD DIRT TANK.  IT WAS REACHED BY PACKING
 BB0325'SOUTHWEST FOR ABOUT 0.4 MILE.
 BB0325'
 BB0325'HEIGHT OF LIGHT ABOVE STATION MARK 3.40 FEET.
 BB0325'
 BB0325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 BB0325'NORTHWEST OF PRESIDIO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0967 ***********************************************************************
 EM0967  DESIGNATION -  ODELL
 EM0967  PID         -  EM0967
 EM0967  STATE/COUNTY-  TX/WILBARGER
 EM0967  USGS QUAD   -  ODELL (1985)
 EM0967
 EM0967                         *CURRENT SURVEY CONTROL
 EM0967  ___________________________________________________________________
 EM0967* NAD 83(1993)-  34 16 42.62168(N)    099 25 18.22690(W)     ADJUSTED  
 EM0967* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 EM0967  ___________________________________________________________________
 EM0967  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 EM0967  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 EM0967
 EM0967  HORZ ORDER  -  THIRD
 EM0967
 EM0967.The horizontal coordinates were established by classical geodetic methods
 EM0967.and adjusted by the National Geodetic Survey in February 1996..
 EM0967
 EM0967.The orthometric height was scaled from a topographic map.
 EM0967
 EM0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0967
 EM0967.The geoid height was determined by GEOID03.
 EM0967
 EM0967;                    North         East     Units Scale Factor Converg.
 EM0967;SPC TXNC     - 2,290,024.255   515,117.550   MT  1.00010191   -0 30 09.7
 EM0967;SPC TXNC     - 7,513,187.91  1,690,014.83   sFT  1.00010191   -0 30 09.7
 EM0967;UTM  14      - 3,793,117.338   461,181.610   MT  0.99961857   -0 14 15.1
 EM0967
 EM0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0967!SPC TXNC     -   0.99993695  x   1.00010191  =   1.00003885
 EM0967!UTM  14      -   0.99993695  x   0.99961857  =   0.99955554
 EM0967
 EM0967|---------------------------------------------------------------------|
 EM0967| PID    Reference Object                     Distance      Geod. Az  |
 EM0967|                                                           dddmmss.s |
 EM0967| CX7850 ODELL RM 1                           10.014 METERS 17143     |
 EM0967| EM0962 TOLBERT TEXAS CO MICRO KLH 54       APPROX. 5.3 KM 2075013.6 |
 EM0967| EM0972 CHILLICOTHE SLENDER MUN TANK        APPROX. 8.0 KM 2510730.9 |
 EM0967| CX7851 ODELL RM 2                            7.553 METERS 25116     |
 EM0967| CX7849 ODELL AZ MK                                        2534317.9 |
 EM0967|---------------------------------------------------------------------|
 EM0967
 EM0967                          SUPERSEDED SURVEY CONTROL
 EM0967
 EM0967  NAD 83(1993)-  34 16 42.62180(N)    099 25 18.22689(W) AD(       ) 3
 EM0967  NAD 83(1986)-  34 16 42.62838(N)    099 25 18.21734(W) AD(       ) 3
 EM0967  NAD 27      -  34 16 42.33230(N)    099 25 16.90406(W) AD(       ) 3
 EM0967
 EM0967.Superseded values are not recommended for survey control.
 EM0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0967.See file dsdata.txt to determine how the superseded data were derived.
 EM0967
 EM0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC6118293117(NAD 83)
 EM0967_MARKER: DS = TRIANGULATION STATION DISK
 EM0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0967
 EM0967  HISTORY     - Date     Condition        Report By
 EM0967  HISTORY     - 1969     MONUMENTED       CGS
 EM0967
 EM0967                          STATION DESCRIPTION
 EM0967
 EM0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0967'THE STATION IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF CHILLICOTHE,
 EM0967'5 MILES SOUTH OF ODELL, 4 MILES NORTH OF TOLBERT AND ON ROAD
 EM0967'RIGHT-OF-WAY.
 EM0967'
 EM0967'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 91 AND U.S.
 EM0967'HIGHWAY 287 IN CHILLICOTHE, GO NORTH ON FARM ROAD 91 FOR 1.1 MILES
 EM0967'TO A FORK.  BEAR RIGHT, CONTINUE EAST AND SOUTH ON FARM ROAD 924
 EM0967'FOR 4.55 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK IN THE
 EM0967'NORTHEAST ANGLE OF THE INTERSECTION.  TURN LEFT AND GO
 EM0967'EAST-NORTHEAST ON A GRAVELED ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT
 EM0967'AND THE STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 EM0967'
 EM0967'THE STATION MARK IS A STANDARD DISK STAMPED ODELL 1969, SET IN THE
 EM0967'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 6 INCHES
 EM0967'BELOW THE GROUND.  IT IS 33.6 FEET WEST-SOUTHWEST OF THE CENTER OF
 EM0967'A DIRT ROAD, 18.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 EM0967'GRAVELED ROAD, 11 FEET WEST OF A POWER LINE POLE AND 3.8 FEET
 EM0967'EAST-NORTHEAST OF A FENCE CORNER.
 EM0967'
 EM0967'REFERENCE MARK 1 IS A STANDARDISK STAMPED ODELL NO 1 1969, SET IN
 EM0967'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 EM0967'INCHES ABOVE THE GROUND.  IT IS 31.2 FEET SOUTH-SOUTHWEST OF THE
 EM0967'FENCE CORNER, 31 FEET WEST-SOUTHWEST OF THE CENTER OF THE DIRT
 EM0967'ROAD AND 1 FOOT EAST-NORTHEAST OF A WIRE FENCE.
 EM0967'
 EM0967'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ODELL NO 2 1969, SET IN
 EM0967'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0967'4 INCHES ABOVE THE GROUND.  IT IS 21 FEET WEST-SOUTHWEST OF THE
 EM0967'FENCE CORNER, 20 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 EM0967'GRAVELED ROAD AND 0.5 OF A FOOT NORTH-NORTHEAST OF A WIRE FENCE.
 EM0967'
 EM0967'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ODELL 1969, SET IN THE
 EM0967'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 EM0967'INCHES ABOVE THE GROUND.  IT IS 52 FEET EAST-NORTHEAST OF THE
 EM0967'CENTER OF FARM ROAD 924, 20.6 FEET NORTH-NORTHWEST OF THE CENTER OF
 EM0967'THE GRAVELED ROAD, 2.9 FEET EAST-SOUTHEAST OF A TELEPHONE POLE,
 EM0967'2.4 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND 1.7 FEET
 EM0967'SOUTH-SOUTHWEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2715 ***********************************************************************
 CS2715  DESIGNATION -  ODELL
 CS2715  PID         -  CS2715
 CS2715  STATE/COUNTY-  TX/HILL
 CS2715  USGS QUAD   -  MERTENS (1965)
 CS2715
 CS2715                         *CURRENT SURVEY CONTROL
 CS2715  ___________________________________________________________________
 CS2715* NAD 83(1993)-  32 05 36.07802(N)    096 59 55.18918(W)     ADJUSTED  
 CS2715* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 CS2715  ___________________________________________________________________
 CS2715  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 CS2715  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CS2715
 CS2715  HORZ ORDER  -  SECOND
 CS2715
 CS2715.The horizontal coordinates were established by classical geodetic methods
 CS2715.and adjusted by the National Geodetic Survey in February 1996..
 CS2715
 CS2715.The orthometric height was scaled from a topographic map.
 CS2715
 CS2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2715
 CS2715.The geoid height was determined by GEOID03.
 CS2715
 CS2715;                    North         East     Units Scale Factor Converg.
 CS2715;SPC TXNC     - 2,048,329.774   741,718.837   MT  1.00001131   +0 49 07.8
 CS2715;SPC TXNC     - 6,720,228.60  2,433,455.88   sFT  1.00001131   +0 49 07.8
 CS2715;UTM  14      - 3,552,536.382   688,861.979   MT  1.00003990   +1 03 49.1
 CS2715
 CS2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2715!SPC TXNC     -   0.99996856  x   1.00001131  =   0.99997987
 CS2715!UTM  14      -   0.99996856  x   1.00003990  =   1.00000846
 CS2715
 CS2715:                Primary Azimuth Mark                     Grid Az
 CS2715:SPC TXNC     -  MILFORD MUNICIPAL TANK                   054 10 34.3
 CS2715:UTM  14      -  MILFORD MUNICIPAL TANK                   053 55 53.0
 CS2715
 CS2715|---------------------------------------------------------------------|
 CS2715| PID    Reference Object                     Distance      Geod. Az  |
 CS2715|                                                           dddmmss.s |
 CS2715| CS2721 MILFORD MUNICIPAL TANK              APPROX. 6.2 KM 0545942.1 |
 CS2715| CY2703 ODELL RM 1                           27.910 METERS 06124     |
 CS2715| CY2702 ODELL AZ MK                                        0613348.8 |
 CS2715| CS2712 MERTENS MUNICIPAL TANK              APPROX.10.4 KM 1125148.9 |
 CS2715| CY2704 ODELL RM 2                           67.550 METERS 31439     |
 CS2715|---------------------------------------------------------------------|
 CS2715
 CS2715                          SUPERSEDED SURVEY CONTROL
 CS2715
 CS2715  NAD 83(1986)-  32 05 36.08592(N)    096 59 55.16939(W) AD(       ) 2
 CS2715  NAD 27      -  32 05 35.53600(N)    096 59 54.16300(W) AD(       ) 2
 CS2715
 CS2715.Superseded values are not recommended for survey control.
 CS2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2715.See file dsdata.txt to determine how the superseded data were derived.
 CS2715
 CS2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8886252536(NAD 83)
 CS2715_MARKER: DS = TRIANGULATION STATION DISK
 CS2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2715
 CS2715  HISTORY     - Date     Condition        Report By
 CS2715  HISTORY     - 1948     MONUMENTED       CGS
 CS2715  HISTORY     - 1952     GOOD             CGS
 CS2715  HISTORY     - 1958     SEE DESCRIPTION  USGS
 CS2715  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS2715
 CS2715                          STATION DESCRIPTION
 CS2715
 CS2715'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2715'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTHWEST OF MILFORD,
 CS2715'0.15 MILE NORTHEAST OF THE MIDWAY SCHOOL, ON THE NORTHWEST
 CS2715'SIDE OF U.S. HIGHWAY 77, BETWEEN THE HIGHWAY AND THE TEXAS
 CS2715'ELECTRIC RAILWAY TRACKS.  IT IS 54 FEET NORTHWEST OF THE
 CS2715'CENTERLINE OF THE HIGHWAY, 32 FEET SOUTHWEST OF A CONCRETE,
 CS2715'HIGHWAY RIGHT-OF-WAY POST, AND 17 FEET SOUTHWEST OF A POWER
 CS2715'POLE.  THE DISK IS STAMPED ODELL 1948 AND PROJECTS 2 INCHES.
 CS2715'
 CS2715'REFERENCE MARK NO. 1 IS 91.57 FEET NORTHEAST OF THE STATION,
 CS2715'60 FEET NORTHEAST OF THE RIGHT-OF-WAY POST, AND 53 FEET NORTHWEST
 CS2715'OF THE CENTERLINE OF THE HIGHWAY.  THE DISK IS STAMPED ODELL
 CS2715'NO 1 1948 AND PROJECTS 2 INCHES.
 CS2715'
 CS2715'REFERENCE MARK NO. 2 IS 221.62 FEET WEST OF THE STATION,
 CS2715'13 FEET SOUTHEAST OF THE EAST RAIL OF THE TRACKS, AND 9 FEET
 CS2715'SOUTHEAST OF POWER POLE 54-20.  THE DISK IS STAMPED ODELL
 CS2715'NO 2 1948 AND PROJECTS 2 INCHES.
 CS2715'
 CS2715'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STATION,
 CS2715'AND 21.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 CS2715'IT IS SET IN THE NORTHWEST HEADWALL OF A CONCRETE CULVERT WHICH
 CS2715'PROJECTS ABOUT 1 FOOT.  THE DISK IS STAMPED ODELL 1948.
 CS2715'
 CS2715'TO REACH THE STATION FROM THE STOP LIGHT IN MILFORD, GO SOUTH
 CS2715'ON U.S. HIGHWAY 77 FOR 3.55 MILES TO THE AZIMUTH MARK ON THE
 CS2715'RIGHT AS DESCRIBED.  CONTINUE FOR 0.35 MILE TO THE STATION
 CS2715'ON THE RIGHT AS DESCRIBED.
 CS2715'
 CS2715'A 45 FOOT SIGNAL AT MILFORD IS VISIBLE FROM THE GROUND.
 CS2715'
 CS2715'A 40 FOOT SIGNAL AT MERTENS IS VISIBLE FROM THE GROUND.
 CS2715'
 CS2715'A 40 FOOT SIGNAL AT LAKENON IS VISIBLE FROM THE GROUND.
 CS2715'
 CS2715'A 30 FOOT SIGNAL AT CURTIS IS VISIBLE FROM THE GROUND.
 CS2715'
 CS2715'A 4 FOOT SIGNAL AT BELL IS VISIBLE FROM THE GROUND.
 CS2715'
 CS2715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS2715
 CS2715                          STATION RECOVERY (1952)
 CS2715
 CS2715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (FJ)
 CS2715'STATION IS LOCATED 3.2 MI. EAST OF ELLIS COUNTY COURTHOUSE
 CS2715'BETWEEN U.S. 287 AND THE F.W. AND D. RAILWAY.  GOING EAST
 CS2715'ON U.S. 287 FROM THE ELLIS COUNTY COURTHOUSE STATION IS 38
 CS2715'FT SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.28 MI. BEYOND
 CS2715'A SIDE ROAD LEFT AND 0.25 MI. BEFORE REACHING A SIDE ROAD RIGHT.
 CS2715'GOOD CONDITION.
 CS2715
 CS2715                          STATION RECOVERY (1958)
 CS2715
 CS2715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2715'THE SURFACE MARK HAS BEEN DESTROYED.  UNDERGROUND MARK WAS
 CS2715'RECOVERED.  THE MARK IS 39 FEET SW OF THE HIGHWAY AND NOT
 CS2715'43 FEET AS DESCRIBED.  THE MARK IS 1.6 FEET BELOW THE SURFACE
 CS2715'OF THE GROUND.
 CS2715'
 CS2715'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CS2715'
 CS2715'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CS2715
 CS2715                          STATION RECOVERY (1999)
 CS2715
 CS2715'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1553 ***********************************************************************
 AH1553  DESIGNATION -  ODEM
 AH1553  PID         -  AH1553
 AH1553  STATE/COUNTY-  TX/SAN PATRICIO
 AH1553  USGS QUAD   -  ODEM (1975)
 AH1553
 AH1553                         *CURRENT SURVEY CONTROL
 AH1553  ___________________________________________________________________
 AH1553* NAD 83(1993)-  27 58 45.30059(N)    097 37 04.78783(W)     ADJUSTED  
 AH1553* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 AH1553  ___________________________________________________________________
 AH1553  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AH1553  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AH1553
 AH1553  HORZ ORDER  -  SECOND
 AH1553
 AH1553.The horizontal coordinates were established by classical geodetic methods
 AH1553.and adjusted by the National Geodetic Survey in February 1996..
 AH1553
 AH1553.The orthometric height was scaled from a topographic map.
 AH1553
 AH1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1553
 AH1553.The geoid height was determined by GEOID03.
 AH1553
 AH1553;                    North         East     Units Scale Factor Converg.
 AH1553;SPC TX S     - 5,256,530.953   386,774.894   MT  1.00004019   +0 24 01.6
 AH1553;SPC TX S     -17,245,801.97  1,268,943.96   sFT  1.00004019   +0 24 01.6
 AH1553;SPC TXSC     - 4,016,976.407   735,978.400   MT  1.00014048   +0 40 37.4
 AH1553;SPC TXSC     -13,179,030.10  2,414,622.47   sFT  1.00014048   +0 40 37.4
 AH1553;UTM  14      - 3,095,672.927   635,915.511   MT  0.99982801   +0 38 54.5
 AH1553
 AH1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1553!SPC TX S     -   1.00000016  x   1.00004019  =   1.00004035
 AH1553!SPC TXSC     -   1.00000016  x   1.00014048  =   1.00014064
 AH1553!UTM  14      -   1.00000016  x   0.99982801  =   0.99982817
 AH1553
 AH1553|---------------------------------------------------------------------|
 AH1553| PID    Reference Object                     Distance      Geod. Az  |
 AH1553|                                                           dddmmss.s |
 AH1553| CV2739 ODEM RM 1                            18.807 METERS 04537     |
 AH1553| AH1552 BROWNSVILLE FT WORTH AWY BN 16      APPROX. 5.5 KM 1000242.0 |
 AH1553| CV2738 ODEM AZ MK                                         1015619.9 |
 AH1553| AH1554 ODEM MUNICIPAL TANK                 APPROX. 4.7 KM 1330901.2 |
 AH1553| CV2740 ODEM RM 2                            25.476 METERS 31644     |
 AH1553|---------------------------------------------------------------------|
 AH1553
 AH1553                          SUPERSEDED SURVEY CONTROL
 AH1553
 AH1553  NAD 83(1986)-  27 58 45.30987(N)    097 37 04.76744(W) AD(       ) 2
 AH1553  NAD 27      -  27 58 44.24700(N)    097 37 03.78000(W) AD(       ) 2
 AH1553
 AH1553.Superseded values are not recommended for survey control.
 AH1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1553.See file dsdata.txt to determine how the superseded data were derived.
 AH1553
 AH1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3591695673(NAD 83)
 AH1553_MARKER: DS = TRIANGULATION STATION DISK
 AH1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1553
 AH1553  HISTORY     - Date     Condition        Report By
 AH1553  HISTORY     - 1949     MONUMENTED       CGS
 AH1553  HISTORY     - 1952     MARK NOT FOUND   CGS
 AH1553  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH1553
 AH1553                          STATION DESCRIPTION
 AH1553
 AH1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1553'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHWEST OF ODEM, 3.5
 AH1553'MILES EAST OF EDROY, 141 FEET SOUTH-SOUTHEAST OF A WINDMILL,
 AH1553'72 FEET WEST-NORTHWEST OF THE CENTER OF A CROSSROAD, 64 FEET
 AH1553'WEST OF THE CENTER OF A MACADAM ROAD, 34 FEET NORTH OF THE
 AH1553'CENTER OF A GRADED ROAD, AND 5.0 FEET NORTH OF A WITNESS POST.
 AH1553'IT PROJECTS 1 INCH AND IS STAMPED ODEM 1949.
 AH1553'
 AH1553'REFERENCE MARK NO. 1 IS 88.0 FEET NORTH-NORTHWEST OF THE CENTER
 AH1553'OF A CROSSROAD AND 27.5 FEET WEST OF THE CENTER OF A MACADAM
 AH1553'ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED ODEM NO 1 1949.
 AH1553'
 AH1553'REFERENCE MARK NO. 2 IS 85.0 FEET NORTH OF THE CENTER OF A
 AH1553'GRADED ROAD, 80.0 FEET SOUTH OF A WINDMILL, AND 1.0 FOOT EAST
 AH1553'OF A WIRE FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED ODEM NO
 AH1553'2 1949.
 AH1553'
 AH1553'AZIMUTH MARK IS 0.25 MILE EAST OF A CROSSROAD, 23.0 FEET
 AH1553'SOUTH OF THE CENTER OF A MACADAM ROAD, 2.0 FEET WEST OF A
 AH1553'FENCE CORNER, AND 1.0 FOOT WEST OF A WITNESS POST.  IT PROJECTS
 AH1553'5 INCHES AND IS STAMPED ODEM 1949.
 AH1553'
 AH1553'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 77
 AH1553'AND STATE HIGHWAY NO. 234 IN ODEM, GO WEST-NORTHWEST ON STATE
 AH1553'HIGHWAY NO. 234 FOR 1.85 MILES TO A CROSSROAD, TURN RIGHT AND
 AH1553'GO NORTH FOR 1.05 MILES TO A T-ROAD LEFT, TURN LEFT AND GO
 AH1553'0.75 MILE TO A CROSSROAD AND THE STATION AS DESCRIBED.
 AH1553'
 AH1553'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MACADAM ROAD
 AH1553'FOR 0.25 MILE AND THE MARK ON THE RIGHT AS DESCRIBED.
 AH1553'
 AH1553'A 74 FOOT SIGNAL AT KALETA 1905 IS VISIBLE AT 37 FEET.
 AH1553'
 AH1553'AN 87 FOOT SIGNAL AT ROGERS 2 IS VISIBLE AT 37 FEET.
 AH1553'
 AH1553'A 24 FOOT SIGNAL AT CALALLEN IS VISIBLE AT 64 FEET.
 AH1553'
 AH1553'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH1553
 AH1553                          STATION RECOVERY (1952)
 AH1553
 AH1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AH1553'COPIED FROM RECONNAISSANCE DESCRIPTION--
 AH1553'
 AH1553'STATION HAS BEEN DESTROYED.  THE GROUND IS NOW IN CULTIVATION,
 AH1553'AND ALL MARKS HAVE BEEN PLOWED OUT AND BROKEN UP.
 AH1553
 AH1553                          STATION RECOVERY (1996)
 AH1553
 AH1553'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH1553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1554 ***********************************************************************
 AH1554  DESIGNATION -  ODEM MUNICIPAL TANK
 AH1554  PID         -  AH1554
 AH1554  STATE/COUNTY-  TX/SAN PATRICIO
 AH1554  USGS QUAD   -  ODEM (1975)
 AH1554
 AH1554                         *CURRENT SURVEY CONTROL
 AH1554  ___________________________________________________________________
 AH1554* NAD 83(1993)-  27 57 01.83557(N)    097 35 00.51486(W)     ADJUSTED  
 AH1554* NAVD 88     -                                                        
 AH1554  ___________________________________________________________________
 AH1554  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AH1554  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AH1554
 AH1554  HORZ ORDER  -  THIRD
 AH1554
 AH1554.The horizontal coordinates were established by classical geodetic methods
 AH1554.and adjusted by the National Geodetic Survey in February 1996..
 AH1554
 AH1554
 AH1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1554
 AH1554.The geoid height was determined by GEOID03.
 AH1554
 AH1554;                    North         East     Units Scale Factor Converg.
 AH1554;SPC TX S     - 5,253,370.157   390,194.204   MT  1.00003176   +0 24 58.0
 AH1554;SPC TX S     -17,235,431.92  1,280,162.15   sFT  1.00003176   +0 24 58.0
 AH1554;UTM  14      - 3,092,527.596   639,347.775   MT  0.99983967   +0 39 50.6
 AH1554
 AH1554                          SUPERSEDED SURVEY CONTROL
 AH1554
 AH1554  NAD 83(1986)-  27 57 01.84387(N)    097 35 00.49367(W) AD(       ) 4
 AH1554  NAD 27      -  27 57 00.77700(N)    097 34 59.51000(W) AD(       ) 3
 AH1554
 AH1554.Superseded values are not recommended for survey control.
 AH1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1554.See file dsdata.txt to determine how the superseded data were derived.
 AH1554
 AH1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3934892528(NAD 83)
 AH1554_MARKER: 53 = ELEVATED TANK
 AH1554
 AH1554  HISTORY     - Date     Condition        Report By
 AH1554  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1554  HISTORY     - 1953     GOOD             CGS
 AH1554  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH1554
 AH1554                          STATION DESCRIPTION
 AH1554
 AH1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1554'LOCATED IN THE SOUTHWEST CORNER OF THE PARK ABOUT 1 BLOCK
 AH1554'WEST OF THE CENTER OF TOWN AND JUST WEST OF U.S. HIGHWAY 77.
 AH1554'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH
 AH1554'WITH THE LETTERING ODEM ON THE NORTH AND SOUTH SIDES.  POINT
 AH1554'OBSERVED UPON, FINIAL ON THE APEX OF THE TANK ROOF.
 AH1554
 AH1554                          STATION RECOVERY (1953)
 AH1554
 AH1554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1554'THE STATION IS A METAL TANK MOUNTED ATOP A FOUR LEGGED TOWER
 AH1554'AND LOCATED IN THE CENTRAL PART OF ODEM, IN THE CENTER OF
 AH1554'THE CITY PARK.
 AH1554'
 AH1554'THE TOP OF THE STRUCTURE IS APPROXIMATELY 130 FEET HIGH.
 AH1554
 AH1554                          STATION RECOVERY (1996)
 AH1554
 AH1554'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH1554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0843 ***********************************************************************
 CC0843  PACS        -  This is a Primary Airport Control Station.
 CC0843  DESIGNATION -  ODEPORT
 CC0843  PID         -  CC0843
 CC0843  STATE/COUNTY-  TX/ECTOR
 CC0843  USGS QUAD   -  ODESSA NW (1981)
 CC0843
 CC0843                         *CURRENT SURVEY CONTROL
 CC0843  ___________________________________________________________________
 CC0843* NAD 83(1993)-  31 55 07.88810(N)    102 23 24.16148(W)     ADJUSTED  
 CC0843* NAVD 88     -       902.87   (meters)    2962.2    (feet)  GPS OBS   
 CC0843  ___________________________________________________________________
 CC0843  X           -  -1,162,852.751 (meters)                     COMP
 CC0843  Y           -  -5,293,342.790 (meters)                     COMP
 CC0843  Z           -   3,353,262.413 (meters)                     COMP
 CC0843  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 CC0843  ELLIP HEIGHT-         878.92  (meters)          (10/23/00) GPS OBS
 CC0843  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CC0843
 CC0843  HORZ ORDER  -  B
 CC0843  ELLP ORDER  -  FOURTH    CLASS II
 CC0843
 CC0843.This mark is at Odessa-Schlemeyer Fld (E02) Airport (E02)
 CC0843
 CC0843.The horizontal coordinates were established by GPS observations
 CC0843.and adjusted by the National Geodetic Survey in September 1996..
 CC0843
 CC0843.The orthometric height was determined by GPS observations and a
 CC0843.high-resolution geoid model.
 CC0843
 CC0843.GPS derived orthometric heights for airport stations designated as
 CC0843.PACS or SACS are published to 2 decimal places.  This maintains
 CC0843.centimeter relative accuracy between the PACS and SACS.  It does
 CC0843.not indicate centimeter accuracy relative to other marks which are
 CC0843.part of the NAVD 88 network.
 CC0843
 CC0843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0843
 CC0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0843
 CC0843.The ellipsoidal height was determined by GPS observations
 CC0843.and is referenced to NAD 83.
 CC0843
 CC0843.The geoid height was determined by GEOID03.
 CC0843
 CC0843;                    North         East     Units Scale Factor Converg.
 CC0843;SPC TX C     - 3,251,477.599   505,493.096   MT  1.00000974   -1 03 33.6
 CC0843;SPC TX C     -10,667,556.09  1,658,438.60   sFT  1.00000974   -1 03 33.6
 CC0843;UTM  13      - 3,534,414.770   746,778.986   MT  1.00035113   +1 22 50.3
 CC0843
 CC0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0843!SPC TX C     -   0.99986201  x   1.00000974  =   0.99987175
 CC0843!UTM  13      -   0.99986201  x   1.00035113  =   1.00021309
 CC0843
 CC0843:                Primary Azimuth Mark                     Grid Az
 CC0843:SPC TX C     -  ODEPORT AZ MK                            035 21 29.8
 CC0843:UTM  13      -  ODEPORT AZ MK                            032 55 05.9
 CC0843
 CC0843|---------------------------------------------------------------------|
 CC0843| PID    Reference Object                     Distance      Geod. Az  |
 CC0843|                                                           dddmmss.s |
 CC0843| CC0844 ODEPORT AZ MK                       APPROX. 0.9 KM 0341756.2 |
 CC0843|---------------------------------------------------------------------|
 CC0843
 CC0843                          SUPERSEDED SURVEY CONTROL
 CC0843
 CC0843  ELLIP H (09/09/96)  878.89   (m)                       GP(       ) 1 2
 CC0843  NAD 83(1993)-  31 55 07.88548(N)    102 23 24.16549(W) AD(       ) 3
 CC0843  ELLIP H (02/16/96)  878.82   (m)                       GP(       ) 5 1
 CC0843  ELLIP H (12/21/93)  878.44   (m)                       GP(       ) 4 1
 CC0843  NAD 83(1986)-  31 55 07.88825(N)    102 23 24.15598(W) AD(       ) 3
 CC0843  NGVD 29 (10/23/89)  902.1    (m)         2960.     (f) GPS OBS        
 CC0843
 CC0843.Superseded values are not recommended for survey control.
 CC0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0843.See file dsdata.txt to determine how the superseded data were derived.
 CC0843
 CC0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR4677934415(NAD 83)
 CC0843_MARKER: DH = HORIZONTAL CONTROL DISK
 CC0843_SETTING: 66 = SET IN ROCK OUTCROP
 CC0843_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CC0843_STAMPING: ODEPORT 1989
 CC0843_MARK LOGO: NGS   
 CC0843_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0843+STABILITY: POSITION/ELEVATION WELL
 CC0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0843+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1997
 CC0843
 CC0843  HISTORY     - Date     Condition        Report By
 CC0843  HISTORY     - 1989     MONUMENTED       NGS
 CC0843  HISTORY     - 19910305 GOOD             NGS
 CC0843  HISTORY     - 19950605 GOOD             NGS
 CC0843  HISTORY     - 19970226 GOOD             NGS
 CC0843  HISTORY     - 19990401 GOOD             TXDOT
 CC0843
 CC0843                          STATION DESCRIPTION
 CC0843
 CC0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CC0843'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH-NORTHWEST OF ODESSA,
 CC0843'0.7 KM (0.45 MI) EAST-NORTHEAST OF U.S.HIGHWAY 385, AT SCHLEMEYER
 CC0843'FIELD AIRPORT.  OWNERSHIP--ECTOR COUNTY, ECTOR COUNTY COURTHOUSE,
 CC0843'ODESSA, TEXAS 79761.  THE AIRPORT MANAGER IS LYNN M. MCLAUGHLIN,
 CC0843'TELEPHONE 915-366-6252.
 CC0843'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 80 AND 385 IN
 CC0843'ODESSA, GO NORTHWESTERLY ON U.S. HIGHWAY 385 FOR 4.46 KM (2.75 MI) TO
 CC0843'STATE HIGHWAY 191 AND THE ECTOR COUNTY COLISEUM ON THE LEFT.  CONTINUE
 CC0843'AHEAD FOR 4.25 KM (2.65 MI) TO A CROSSROAD AND THE AIRPORT ON THE
 CC0843'RIGHT.  TURN RIGHT AND GO EAST FOR 0.39 KM (0.25 MI) TO THE ROAD END
 CC0843'AT A FENCE.  TURN RIGHT ALONG THE HANGAR TO AN AUTOMATIC GATE.  PASS
 CC0843'THROUGH THE GATE AND TURN LEFT ACROSS THE TARMAC TO TAXIS E AND F.  GO
 CC0843'RIGHT ON TAXI E TO THE HOLDING BARS PAINTED ON THE TAXI.  TURN LEFT
 CC0843'ACROSS THE GRASS FOR ABOUT 100 METERS TO THE STATION, SET IN THE TOP
 CC0843'OF A SMALL PIECE OF OUTCROP ABOUT PARALLEL WITH THE HOLDING BARS.
 CC0843'THE STATION IS 109.6 M (359.6 FT) NORTH-NORTHEAST OF TAXI E
 CC0843'CENTERLINE, 79.7 M (261.5 FT) SOUTHWEST OF A RUNWAY LIGHT, AND 46.8 M
 CC0843'(153.5 FT) WEST OF THE RUNWAY CENTERLINE.
 CC0843'DESCRIBED BY R.D.B.
 CC0843
 CC0843                          STATION RECOVERY (1991)
 CC0843
 CC0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CC0843'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH-NORTHWEST OF
 CC0843'ODESSA, 0.45 MI (0.72 KM) EAST-NORTHEAST OF U.S. HIGHWAY 385, AT
 CC0843'SCHLEMEYER FIELD AIRPORT. OWNERSHIP-ECTOR COUNTY, ECTOR COUNTY
 CC0843'COURTHOUSE, ODESSA, TX 79761.  THE AIRPORT MANAGER IS DON BONAFAY,
 CC0843'PHONE 915-335-3110 (COUNTY ENGINEER), OR ON SITE CONTACT IS JAY
 CC0843'MILAM, PHONE 915-367-5881, (RES 366-8231), LOCATED IN THE CESSNA
 CC0843'HANGAR OFFICE BUILDING.
 CC0843'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 385,
 CC0843'LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF INTERSTATE 20 EXIT 116, GO
 CC0843'NORTH-NORTHWESTERLY ALONG U.S. HIGHWAY 385 FOR 2.75 MI (4.43 KM) TO
 CC0843'THE JUNCTION OF STATE ROUTE 191 AND THE ECTOR COUNTY COLISEUM ON THE
 CC0843'LEFT. CONTINUE AHEAD ON U.S. HIGHWAY 385 FOR 2.65 MI (4.26 KM) TO A
 CC0843'CROSSROADS AND THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT,
 CC0843'EAST, ALONG PAVED ROAD FOR 0.25 MI (0.40 KM) TO ROADS END AT A FENCE.
 CC0843'TURN RIGHT, SOUTHWEST, ALONG CESSNA HANGARS TO AN ELECTRIC AUTOMATIC
 CC0843'GATE. PASS THROUGH THE GATE AND TURN LEFT ACROSS THE TARMAC TO TAXI
 CC0843'E. TURN RIGHT AND GO EASTTERLY ON TAXI E TO JUNCTION OF RUNWAY 20-02.
 CC0843'TURN LEFT, NORTHEAST, ALONG THE NORTHWEST SIDE OF THE RUNWAY IN
 CC0843'GRASSY MEDIAN FOR 356.6 FT (108.7 M) TO THE STATION.
 CC0843'STATION IS SET IN THE TOP OF A 2X2-FT ROCK OUTCROP ABOUT FLUSH WITH
 CC0843'THE GROUND SURFACE, LOCATED 156.3 FT (47.6 M) WEST-NORTHWEST OF THE
 CC0843'RUNWAY CENTERLINE, 115.9 FT (35.3 M) WEST OF THE 2ND RUNWAY LIGHT
 CC0843'SOUTHWEST OF A TAXI CROSSOVER, 356.6 FT (108.7 M) NORTH-NORTHEAST OF
 CC0843'THE CENTER OF RAMP E, 309.2 FT (94.2 M) NORTH-NORTHEAST OF THE
 CC0843'NORTHEAST CORNER OF A 2-20 RAMP SIGN, 472.6 FT (144.0 M) SOUTHWEST OF
 CC0843'THE CENTER OF RAMP C, AND 2.0 FT (0.6 M) SOUTHWEST OF A FIBERGLASS
 CC0843'WITNESS POST.
 CC0843
 CC0843                          STATION RECOVERY (1995)
 CC0843
 CC0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (LDA)
 CC0843'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH-NORTHWEST OF
 CC0843'ODESSA, 0.45 MI (0.72 KM) EAST-NORTHEAST OF U.S.  HIGHWAY 385, AT
 CC0843'SCHLEMEYER FIELD AIRPORT.  OWNERSHIP-ECTOR COUNTY, ECTOR COUNTY
 CC0843'COURTHOUSE, ODESSA, TX 79761.  THE AIRPORT MANAGER IS DON BONAFAY,
 CC0843'PHONE 915-335-3110 (COUNTY ENGINEER) , OR ON SITE CONTACT IS JAY
 CC0843'MILAM, PHONE 915-367-5881, (RES 366-8231) , LOCATED IN THE CESSNA
 CC0843'HANGAR OFFICE BUILDING.  TO REACH THE STATION FROM THE JUNCTION OF
 CC0843'U.S.  HIGHWAYS 80 AND 385, LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF
 CC0843'INTERSTATE 20 EXIT 116, GO NORTH-NORTHWESTERLY ALONG U.S.  HIGHWAY 385
 CC0843'FOR 2.75 MI (4.43 KM) TO THE JUNCTION OF STATE ROUTE 191 AND THE ECTOR
 CC0843'COUNTY COLISEUM ON THE LEFT.  CONTINUE AHEAD ON U.S.  HIGHWAY 385 FOR
 CC0843'2.65 MI (4.26 KM) TO A CROSSROADS AND THE AIRPORT ENTRANCE ROAD ON THE
 CC0843'RIGHT.  TURN RIGHT, EAST, ALONG PAVED ROAD FOR 0.25 MI (0.40 KM) TO
 CC0843'ROADS END AT A FENCE.  TURN RIGHT, SOUTHWEST, ALONG CESSNA HANGARS TO
 CC0843'AN ELECTRIC AUTOMATIC GATE.  PASS THROUGH THE GATE AND TURN LEFT
 CC0843'ACROSS THE TARMAC TO TAXI E.  TURN RIGHT AND GO EASTTERLY ON TAXI E TO
 CC0843'JUNCTION OF RUNWAY 20-02.  TURN LEFT, NORTHEAST, ALONG THE NORTHWEST
 CC0843'SIDE OF THE RUNWAY IN GRASSY MEDIAN FOR 356.6 FT (108.7 M) TO THE
 CC0843'STATION.  STATION IS SET IN THE TOP OF A 2X2-FT ROCK OUTCROP ABOUT
 CC0843'FLUSH WITH THE GROUND SURFACE, LOCATED 156.3 FT (47.6 M)
 CC0843'WEST-NORTHWEST OF THE RUNWAY CENTERLINE, 115.9 FT (35.3 M) WEST OF THE
 CC0843'2ND RUNWAY LIGHT SOUTHWEST OF A TAXI CROSSOVER, 356.6 FT (108.7 M)
 CC0843'NORTH-NORTHEAST OF THE CENTER OF RAMP E, 309.2 FT (94.2 M)
 CC0843'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A 2-20 RAMP SIGN, 472.6 FT
 CC0843'(144.0 M) SOUTHWEST OF THE CENTER OF RAMP C, AND 2.0 FT (0.6 M)
 CC0843'SOUTHWEST OF A FIBERGLASS WITNESS POST.
 CC0843
 CC0843                          STATION RECOVERY (1997)
 CC0843
 CC0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 CC0843'RECOVERED AS DESCRIBED.
 CC0843
 CC0843                          STATION RECOVERY (1999)
 CC0843
 CC0843'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 CC0843'STATION RECOVERED.  OTHER MARKS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0844 ***********************************************************************
 CC0844  SACS        -  This is a Secondary Airport Control Station.
 CC0844  DESIGNATION -  ODEPORT AZ MK
 CC0844  PID         -  CC0844
 CC0844  STATE/COUNTY-  TX/ECTOR
 CC0844  USGS QUAD   -  ODESSA NW (1981)
 CC0844
 CC0844                         *CURRENT SURVEY CONTROL
 CC0844  ___________________________________________________________________
 CC0844* NAD 83(1993)-  31 55 30.79481(N)    102 23 05.84015(W)     ADJUSTED  
 CC0844* NAVD 88     -       911.73   (meters)    2991.2    (feet)  GPS OBS   
 CC0844  ___________________________________________________________________
 CC0844  X           -  -1,162,304.158 (meters)                     COMP
 CC0844  Y           -  -5,293,088.976 (meters)                     COMP
 CC0844  Z           -   3,353,866.050 (meters)                     COMP
 CC0844  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CC0844  ELLIP HEIGHT-         887.80  (meters)          (02/14/01) GPS OBS
 CC0844  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CC0844
 CC0844  HORZ ORDER  -  FIRST
 CC0844  ELLP ORDER  -  FIFTH     CLASS I
 CC0844
 CC0844.This mark is at Odessa-Schlemeyer Fld (E02) Airport (E02)
 CC0844
 CC0844.The horizontal coordinates were established by GPS observations
 CC0844.and adjusted by the National Geodetic Survey in July 1997..
 CC0844
 CC0844.The orthometric height was determined by GPS observations and a
 CC0844.high-resolution geoid model.
 CC0844
 CC0844.GPS derived orthometric heights for airport stations designated as
 CC0844.PACS or SACS are published to 2 decimal places.  This maintains
 CC0844.centimeter relative accuracy between the PACS and SACS.  It does
 CC0844.not indicate centimeter accuracy relative to other marks which are
 CC0844.part of the NAVD 88 network.
 CC0844
 CC0844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0844
 CC0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0844
 CC0844.The ellipsoidal height was determined by GPS observations
 CC0844.and is referenced to NAD 83.
 CC0844
 CC0844.The geoid height was determined by GEOID03.
 CC0844
 CC0844;                    North         East     Units Scale Factor Converg.
 CC0844;SPC TX C     - 3,252,174.160   505,987.353   MT  1.00001152   -1 03 24.1
 CC0844;SPC TX C     -10,669,841.39  1,660,060.17   sFT  1.00001152   -1 03 24.1
 CC0844;UTM  13      - 3,535,131.987   747,243.298   MT  1.00035396   +1 23 00.8
 CC0844
 CC0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0844!SPC TX C     -   0.99986062  x   1.00001152  =   0.99987214
 CC0844!UTM  13      -   0.99986062  x   1.00035396  =   1.00021453
 CC0844
 CC0844:                Primary Azimuth Mark                     Grid Az
 CC0844:SPC TX C     -  ODEPORT                                  215 21 30.0
 CC0844:UTM  13      -  ODEPORT                                  212 55 05.1
 CC0844
 CC0844|---------------------------------------------------------------------|
 CC0844| PID    Reference Object                     Distance      Geod. Az  |
 CC0844|                                                           dddmmss.s |
 CC0844| CC0843 ODEPORT                             APPROX. 0.9 KM 2141805.9 |
 CC0844|---------------------------------------------------------------------|
 CC0844
 CC0844                          SUPERSEDED SURVEY CONTROL
 CC0844
 CC0844  ELLIP H (07/15/97)  887.76   (m)                       GP(       ) 5 1
 CC0844  NAD 83(1993)-  31 55 30.79203(N)    102 23 05.84419(W) AD(       ) 3
 CC0844  ELLIP H (02/16/96)  887.71   (m)                       GP(       ) 5 1
 CC0844  ELLIP H (12/21/93)  887.34   (m)                       GP(       ) 4 1
 CC0844  NAD 83(1986)-  31 55 30.79488(N)    102 23 05.83448(W) AD(       ) 3
 CC0844  NGVD 29 (10/23/89)  911.0    (m)         2989.     (f) GPS OBS        
 CC0844
 CC0844.Superseded values are not recommended for survey control.
 CC0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0844.See file dsdata.txt to determine how the superseded data were derived.
 CC0844
 CC0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR4724335132(NAD 83)
 CC0844_MARKER: DZ = AZIMUTH MARK DISK
 CC0844_SETTING: 66 = SET IN ROCK OUTCROP
 CC0844_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CC0844_STAMPING: ODEPORT AZ MK 1989
 CC0844_MARK LOGO: NGS   
 CC0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0844+STABILITY: POSITION/ELEVATION WELL
 CC0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0844+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1991
 CC0844
 CC0844  HISTORY     - Date     Condition        Report By
 CC0844  HISTORY     - 1989     MONUMENTED       NGS
 CC0844  HISTORY     - 19910305 GOOD             NGS
 CC0844  HISTORY     - 19910305 GOOD             NGS
 CC0844
 CC0844                          STATION DESCRIPTION
 CC0844
 CC0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CC0844'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH-NORTHWEST OF ODESSA,
 CC0844'0.7 KM (0.45 MI) EAST-NORTHEAST OF U.S.HIGHWAY 385, AT SCHLEMEYER
 CC0844'FIELD AIRPORT.  OWNERSHIP--ECTOR COUNTY, ECTOR COUNTY COURTHOUSE,
 CC0844'ODESSA, TEXAS 79761.  THE AIRPORT MANAGER IS LYNN M. MCLAUGHLIN,
 CC0844'TELEPHONE 915-366-6252.
 CC0844'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 80 AND 385 IN
 CC0844'ODESSA, GO NORTHWESTERLY ON U.S. HIGHWAY 385 FOR 4.46 KM (2.75 MI) TO
 CC0844'STATE HIGHWAY 191 AND THE ECTOR COUNTY COLISEUM ON THE LEFT.  CONTINUE
 CC0844'AHEAD FOR 4.25 KM (2.65 MI) TO A CROSSROAD AND THE AIRPORT ON THE
 CC0844'RIGHT.  TURN RIGHT AND GO EAST FOR 0.39 KM (0.25 MI) TO THE ROAD END
 CC0844'AT A FENCE.  TURN RIGHT ALONG THE HANGAR TO AN AUTOMATIC GATE.  PASS
 CC0844'THROUGH THE GATE AND TURN LEFT ACROSS THE TARMAC TO TAXI F.  GO LEFT
 CC0844'ON TAXI F TO THE JUNCTION OF TAXI C AND TWO RUNWAYS.  CONTINUE ON TAXI
 CC0844'F FOR 0.96 KM (0.60 MI) TO THE JUNCTION OF RUNWAY END 20.  CROSS THE
 CC0844'RUNWAY, TURN RIGHT AND GO FOR ABOUT 300 METERS TO THE STATION, SET IN
 CC0844'THE TOP OF ROCK OUTCROP JUST PAST THE HOLDING AREA ON THE OPPOSITE
 CC0844'SIDE OF THE RUNWAY.
 CC0844'THE STATION IS 74.0 M (242.8 FT) SOUTH-SOUTHWEST OF A SLOPE INDICATOR
 CC0844'LIGHT, AND 21.2 M (69.6 FT) EAST-SOUTHEAST OF THE RUNWAY CENTERLINE.
 CC0844'DESCRIBED BY R.D.B.
 CC0844
 CC0844                          STATION RECOVERY (1991)
 CC0844
 CC0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CC0844'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH-NORTHWEST OF
 CC0844'ODESSA, 0.45 MI (0.72 KM) EAST-NORTHEAST OF U.S. HIGHWAY 385, AT
 CC0844'SCHLEMEYER FIELD AIRPORT. OWNERSHIP--ECTOR COUTNTY, ECTOR COUNTY
 CC0844'COURTHOUSE, ODESSA, TX 79761.  THE AIRPORT MANAGER IS DON BONAFAY,
 CC0844'PHONE 915-335-3110 (COUNTY ENGINEER), OR ON SITE CONTACT IS JAY
 CC0844'MILAM, PHONE 915-367-5881, (RES 366-8231), LOCATED IN THE CESSNA
 CC0844'HANGAR OFFICE BUILDING.
 CC0844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 385,
 CC0844'LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF INTERSTATE 20 EXIT 116, GO
 CC0844'NORTH-NORTHWESTERLY ALONG U.S. HIGHWAY 385 FOR 2.75 MI (4.43 KM) TO
 CC0844'THE JUNCTION OF STATE ROUTE 191 AND THE ECTOR COLISEUM ON THE LEFT.
 CC0844'CONTINUE AHEAD ON U.S. HIGHWAY 385 FOR 2.65 MI (4.26 KM) TO A
 CC0844'CROSSROADS AND THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT,
 CC0844'EAST, ALONG A PAVED ROAD FOR 0.25 MI (0.40 KM) TO ROADS END AT A
 CC0844'FENCE. TURN RIGHT, SOUTHWEST, ALONG SIDE OF CESSNA HANGARS TO AN
 CC0844'ELECTRIC AUTOMATIC GATE. PASS THROUGH THE GATE AND TURN LEFT,
 CC0844'NORTHEASTERLY, ACROSS TARMAC AND FOLLOW PARELLEL TAXIWAY FOR RUNWAY
 CC0844'20-02 FOR ABOUT 0.6 MI (1.0 KM) TO THE EXTREME NORTHEAST END OF
 CC0844'RUNWAY 20. PASS TO THE SOUTHEAST SIDE OF THE RUNWAY AND GO SOUTHWEST
 CC0844'ALONG SIDE OF RUNWAY FOR 982.16 FT (299.36 M) TO THE STATION NEAR THE
 CC0844'FIFTH RUNWAY LIGHT.
 CC0844'STATION IS SET IN THE TOP OF A 3X2-FT ROCK OUTCROP ABOUT FLUSH WITH
 CC0844'THE GROUND SURFACE, LOCATED 982.16 FT (299.36 M) SOUTHWEST OF THE
 CC0844'EXTREME NORTHEAST END OF THE RUNWAY, 242.8 FT (74.0 M)
 CC0844'SOUTH-SOUTHWEST OF A SLOPE INDICATOR LIGHT, 26.5 FT (8.1 M)
 CC0844'SOUTH-SOUTHEAST OF THE 2ND RUNWAY LIGHT SOUTHWEST OF THE SLOPE
 CC0844'GUIDENCE LIGHT, AND 69.6 FT (21.2 M) EAST-SOUTHEAST OF THE RUNWAY
 CC0844'CENTERLINE.
 CC0844
 CC0844                          STATION RECOVERY (1991)
 CC0844
 CC0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LDA)
 CC0844'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH-NORTHWEST OF
 CC0844'ODESSA, 0.45 MI (0.72 KM) EAST-NORTHEAST OF U.S.  HIGHWAY 385, AT
 CC0844'SCHLEMEYER FIELD AIRPORT.  OWNERSHIP--ECTOR COUTNTY, ECTOR COUNTY
 CC0844'COURTHOUSE, ODESSA, TX 79761.  THE AIRPORT MANAGER IS DON BONAFAY,
 CC0844'PHONE 915-335-3110 (COUNTY ENGINEER) , OR ON SITE CONTACT IS JAY
 CC0844'MILAM, PHONE 915-367-5881, (RES 366-8231) , LOCATED IN THE CESSNA
 CC0844'HANGAR OFFICE BUILDING.  TO REACH THE STATION FROM THE JUNCTION OF
 CC0844'U.S.  HIGHWAYS 80 AND 385, LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF
 CC0844'INTERSTATE 20 EXIT 116, GO NORTH-NORTHWESTERLY ALONG U.S.  HIGHWAY 385
 CC0844'FOR 2.75 MI (4.43 KM) TO THE JUNCTION OF STATE ROUTE 191 AND THE ECTOR
 CC0844'COLISEUM ON THE LEFT.  CONTINUE AHEAD ON U.S.  HIGHWAY 385 FOR 2.65 MI
 CC0844'(4.26 KM) TO A CROSSROADS AND THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 CC0844'TURN RIGHT, EAST, ALONG A PAVED ROAD FOR 0.25 MI (0.40 KM) TO ROADS
 CC0844'END AT A FENCE.  TURN RIGHT, SOUTHWEST, ALONG SIDE OF CESSNA HANGARS
 CC0844'TO AN ELECTRIC AUTOMATIC GATE.  PASS THROUGH THE GATE AND TURN LEFT,
 CC0844'NORTHEASTERLY, ACROSS TARMAC AND FOLLOW PARELLEL TAXIWAY FOR RUNWAY
 CC0844'20-02 FOR ABOUT 0.6 MI (1.0 KM) TO THE EXTREME NORTHEAST END OF RUNWAY
 CC0844'20.  PASS TO THE SOUTHEAST SIDE OF THE RUNWAY AND GO SOUTHWEST ALONG
 CC0844'SIDE OF RUNWAY FOR 982.16 FT (299.36 M) TO THE STATION NEAR THE FIFTH
 CC0844'RUNWAY LIGHT.  STATION IS SET IN THE TOP OF A 3X2-FT ROCK OUTCROP
 CC0844'ABOUT FLUSH WITH THE GROUND SURFACE, LOCATED 982.16 FT (299.36 M)
 CC0844'SOUTHWEST OF THE EXTREME NORTHEAST END OF THE RUNWAY, 242.8 FT (74.0
 CC0844'M) SOUTH-SOUTHWEST OF A SLOPE INDICATOR LIGHT, 26.5 FT (8.1 M)
 CC0844'SOUTH-SOUTHEAST OF THE 2ND RUNWAY LIGHT SOUTHWEST OF THE SLOPE
 CC0844'GUIDENCE LIGHT, AND 69.6 FT (21.2 M) EAST-SOUTHEAST OF THE RUNWAY
 CC0844'CENTERLINE.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0709 ***********************************************************************
 CC0709  DESIGNATION -  ODESSA
 CC0709  PID         -  CC0709
 CC0709  STATE/COUNTY-  TX/ECTOR
 CC0709  USGS QUAD   -  ODESSA SE (1981)
 CC0709
 CC0709                         *CURRENT SURVEY CONTROL
 CC0709  ___________________________________________________________________
 CC0709* NAD 83(1993)-  31 51 48.34502(N)    102 20 52.78036(W)     ADJUSTED  
 CC0709* NAVD 88     -       898.853  (meters)    2948.99   (feet)  POSTED    
 CC0709  ___________________________________________________________________
 CC0709  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CC0709  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CC0709  DYNAMIC HT  -         897.580 (meters)    2944.81  (feet)  COMP
 CC0709  MODELED GRAV-     979,193.0   (mgal)                       NAVD 88
 CC0709
 CC0709  HORZ ORDER  -  FIRST
 CC0709  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CC0709
 CC0709.The horizontal coordinates were established by classical geodetic methods
 CC0709.and adjusted by the National Geodetic Survey in February 1996..
 CC0709
 CC0709.The orthometric height was determined by differential leveling
 CC0709.and adjusted by the National Geodetic Survey in 1992..
 CC0709.No vertical observational check was made to the station.
 CC0709.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CC0709.was located on a no-check spur therefore a value was not computed.
 CC0709
 CC0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0709
 CC0709.The geoid height was determined by GEOID03.
 CC0709
 CC0709.The dynamic height is computed by dividing the NAVD 88
 CC0709.geopotential number by the normal gravity value computed on the
 CC0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0709.degrees latitude (g = 980.6199 gals.).
 CC0709
 CC0709.The modeled gravity was interpolated from observed gravity values.
 CC0709
 CC0709;                    North         East     Units Scale Factor Converg.
 CC0709;SPC TX C     - 3,245,259.621   509,358.123   MT  0.99999471   -1 02 15.6
 CC0709;SPC TX C     -10,647,155.94  1,671,119.11   sFT  0.99999471   -1 02 15.6
 CC0709;UTM  13      - 3,528,364.729   750,906.633   MT  1.00037648   +1 24 02.6
 CC0709
 CC0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0709!SPC TX C     -   0.99986264  x   0.99999471  =   0.99985735
 CC0709!UTM  13      -   0.99986264  x   1.00037648  =   1.00023907
 CC0709
 CC0709|---------------------------------------------------------------------|
 CC0709| PID    Reference Object                     Distance      Geod. Az  |
 CC0709|                                                           dddmmss.s |
 CC0709| CH9196 ODESSA 2 RM 1                        33.740 METERS 02127     |
 CC0709| AI0771 SCAR RESET                          APPROX.18.7 KM 0635221.3 |
 CC0709| CH9194 ODESSA RM 1                          29.490 METERS 06505     |
 CC0709| CH9193 ODESSA RM                            19.145 METERS 06700     |
 CC0709| CC0733 ODESSA 2                             20.855 METERS 08952     |
 CC0709| CH9192 ODESSA AZ MK                                       1233357.3 |
 CC0709| CC0734 ODESSA COURTHOUSE CUPOLA            APPROX. 2.6 KM 2261859.8 |
 CC0709| CH9195 ODESSA RM 2                          24.000 METERS 33527     |
 CC0709|---------------------------------------------------------------------|
 CC0709
 CC0709                          SUPERSEDED SURVEY CONTROL
 CC0709
 CC0709  NAD 83(1986)-  31 51 48.34770(N)    102 20 52.77200(W) AD(       ) 1
 CC0709  NAD 27      -  31 51 47.89800(N)    102 20 51.25800(W) AD(       ) 1
 CC0709  NGVD 29 (07/19/86)  898.70   (m)         2948.5    (f) LEVELING    3  
 CC0709
 CC0709.Superseded values are not recommended for survey control.
 CC0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0709.See file dsdata.txt to determine how the superseded data were derived.
 CC0709
 CC0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR5090728365(NAD 83)
 CC0709_MARKER: Z = SEE DESCRIPTION
 CC0709_SETTING: 0 = UNSPECIFIED SETTING
 CC0709
 CC0709  HISTORY     - Date     Condition        Report By
 CC0709  HISTORY     - 1909     MONUMENTED       CGS
 CC0709  HISTORY     - 1927     GOOD             CGS
 CC0709  HISTORY     - 1937     GOOD             CGS
 CC0709  HISTORY     - 1938     GOOD             TXHD
 CC0709  HISTORY     - 1944     GOOD             LOCENG
 CC0709  HISTORY     - 1956     GOOD             CGS
 CC0709  HISTORY     - 1957     GOOD             CGS
 CC0709
 CC0709                          STATION DESCRIPTION
 CC0709
 CC0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 CC0709'TWO MILES E OF ODESSA, A TOWN ON THE TEXAS AND PACIFIC RAILWAY,
 CC0709'AND 1 MILE N OF A RAILWAY CROSSING, ON THE HIGHEST POINT OF A
 CC0709'LOW BARE KNOLL IN THE PASTURE OF C.P. TURNER AND 1/2 MILE
 CC0709'N OF HIS HOUSE.
 CC0709'
 CC0709'SURFACE MARK IS CAP STATION MARK SCREWED TO TOP OF 3-INCH
 CC0709'IRON PIPE 30 INCHES LONG WHICH IS EMBEDDED IN A CYLINDER OF
 CC0709'CONCRETE 20 INCHES IN DIAMETER AND 30 INCHES LONG.
 CC0709'
 CC0709'UNDERGROUND MARK IS STANDARD DISK SET IN A SQUARE CONCRETE
 CC0709'BLOCK.
 CC0709'
 CC0709'REFERENCE MARK IS A 3/4-INCH IRON ROD 18 INCHES LONG SET IN
 CC0709'A CONCRETE CYLINDER 12 INCHES IN DIAMETER AND 20 INCHES LONG.
 CC0709'IT IS 19.145 METERS (62.81 FEET) FROM THE STATION.
 CC0709'
 CC0709'BEARING FROM STATION TO ODESSA, COURTHOUSE CUPOLA, 1-1/2
 CC0709'MILES, IS S 46 DEG 19 MIN W.
 CC0709'
 CC0709'IN 1927 THE REFERENCE MARK WAS RECOVERED INTACT.  THE SURFACE
 CC0709'MARK COULD NOT BE FOUND AND THE UNDERGROUND MARK WAS NOT
 CC0709'SEARCHED FOR.  IT WAS REPORTED THAT IN 1917 A DEEP TEST WELL
 CC0709'HAD BEEN SUNK WITHIN A FEW FEET OF THE STATION MARK, WHICH WAS
 CC0709'SAID TO HAVE BEEN IN POSITION WHEN DRILLING COMMENCED.
 CC0709
 CC0709                          STATION RECOVERY (1937)
 CC0709
 CC0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CC0709'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK OF 1909
 CC0709'NOT FOUND AND PROBABLY LOST.  REVISED DESCRIPTION AS FOLLOWS--TWO
 CC0709'NEW REFERENCE MARKS AND AZIMUTH MARK ESTABLISHED.
 CC0709'
 CC0709'ABOUT 1-1/2 MILES NE OF ODESSA COURTHOUSE.  0.2 MILE N OF PRESENT
 CC0709'LOCATION OF U.S. HIGHWAY 80 AND 0.5 MILE N OF NEW LOCATION
 CC0709'OF HIGHWAY AND TEXAS AND PACIFIC RAILWAY.  ON A SLIGHT KNOLL,
 CC0709'AND JUST E OF A SWIMMING POOL.
 CC0709'
 CC0709'MARK IS AN OLD TYPE BRONZE CAP ON TOP OF 3-INCH IRON PIPE, AND
 CC0709'PROJECTING 1/2 INCH FROM SURFACE OF A CONCRETE CYLINDER.  THE
 CC0709'MARK IS ABOUT 4 INCHES BELOW PRESENT SURFACE OF GROUND.  A
 CC0709'CASING COLLAR OF STEEL, 12 INCHES IN DIAMETER AND 4 INCHES
 CC0709'LONG, WAS PLACED AROUND MARK, AND COMES FLUSH WITH SURFACE.
 CC0709'IT IS 16.3 METERS ENE OF AND NORMAL TO, THE INNER FACE OF E WALL
 CC0709'OF SWIMMING POOL, AT A POINT ABOUT 10 FEET S OF ITS N END.
 CC0709'MARK IS STAMPED ODESSA 1909.
 CC0709'
 CC0709'REFERENCE MARK (1909) WAS AN IRON ROD IN CONCRETE CYLINDER.
 CC0709'THERE WERE NO EVIDENCES OF IT AT SPECIFIED DISTANCE AND AZIMUTH
 CC0709'AND IT IS BELIEVED THERE WAS AN ERROR IN ORIGINAL RECORDS.
 CC0709'SEARCH FAILED TO LOCATE IT AT ANY OTHER PLACE.
 CC0709'
 CC0709'REFERENCE MARK (1937) NO. 1, IS STANDARD DISK IN CONCRETE,
 CC0709'ENE OF STATION, 1-1/2 FEET W OF FENCE AND 6 PACES N OF
 CC0709'NE CORNER OF SMALL HOUSE.  PROJECTS 4 INCHES AND IS STAMPED
 CC0709'ODESSA 1909 1937.
 CC0709'
 CC0709'REFERENCE MARK NO. 2, (1937) IS STANDARD DISK IN CONCRETE,
 CC0709'NNW OF STATION.  PROJECTS 4 INCHES STAMPED ODESSA 1909 1937.
 CC0709'
 CC0709'AZIMUTH MARK IS STANDARD TABLET IN CONCRETE, 0.6 MILE SE
 CC0709'OF STATION, AND 1-1/2 FEET S OF RIGHT-OF-WAY FENCE BETWEEN
 CC0709'NEW U.S. HIGHWAY 80 AND TEXAS AND PACIFIC RAILWAY ON PROPERTY
 CC0709'OF RAILROAD.  AZIMUTH MARK REACHED FROM ODESSA BY NEW U.S.
 CC0709'HIGHWAY 80, E 1.8 MILES TO TOP OF SLIGHT RISE AND MARK ON RIGHT.
 CC0709'MARK IS 0.3 MILE E OF STATE HIGHWAY MONUMENT AND PARK, AND
 CC0709'ABOUT 200 YARDS S OF A HOUSE.  PROJECTS ABOUT 4 INCHES AND
 CC0709'IS STAMPED ODESSA 1909 1937.
 CC0709'
 CC0709'REACHED FROM ODESSA COURTHOUSE BY MAIN STREET N 0.3 MILE.
 CC0709'THENCE E ON PRESENT U.S. HIGHWAY 80, 1.6 MILES.  THENCE N 0.2
 CC0709'MILE TO TOP OF KNOLL AT SWIMMING POOL AND STATION.
 CC0709
 CC0709                          STATION RECOVERY (1938)
 CC0709
 CC0709'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0709'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CC0709'NO ATTEMPT MADE TO RECOVER AZIMUTH MARK.
 CC0709'
 CC0709'STATION IS REACHED FROM JUNCTION STATE HIGHWAY 51 AND STATE
 CC0709'HIGHWAY 1 (U.S. HIGHWAY 80) IN ODESSA BY GOING E ON U.S. HIGHWAY
 CC0709'80, 1.4 MILES.  TURN N OFF U.S. HIGHWAY 80, DRIVE N 0.4 MILE,
 CC0709'TURN RIGHT, DRIVE E AND N 0.3 MILE TO MUNICIPAL SWIMMING POOL AND
 CC0709'STATION.
 CC0709
 CC0709                          STATION RECOVERY (1944)
 CC0709
 CC0709'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (LMW)
 CC0709'RECOVERED BY ROBERT H. RAY, INC.
 CC0709'
 CC0709'DESCRIPTION AS GIVEN IS ADEQUATE FOR REACHING STATION.  REFERENCE
 CC0709'MARKS AND STATION FOUND IN GOOD CONDITION.  NO ATTEMPT MADE TO
 CC0709'RECOVER AZIMUTH MARK.
 CC0709
 CC0709                          STATION RECOVERY (1956)
 CC0709
 CC0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHC)
 CC0709'STATION WAS RECOVERED AS DESCRIBED.  SWIMMING POOL NOW REMOVED.
 CC0709'STATION AND BOTH REFERENCE MARKS LOCATED ON A VACANT LOT.
 CC0709'COULD NOT FIND THE AZIMUTH MARK, BUT STATION SCAR LOCATED IN
 CC0709'MIDLAND COUNTY CAN BE SEEN FROM THE GROUND.
 CC0709
 CC0709                          STATION RECOVERY (1957)
 CC0709
 CC0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 CC0709'THIS MARK AND REFERENCE NO. 2 (1937) WAS RECOVERED IN
 CC0709'GOOD CONDITION.  THE SITE OF REFERENCE MARK NO. 1 IS NOW A STREET
 CC0709'AND THE MARK IS GONE.  THE DESCRIPTION TO THE AZIMUTH MARK IS
 CC0709'INDEFINITE AND THE GENERAL SITE OF THIS MARK IS NOW ALONG THE
 CC0709'AREA BETWEEN THE RAILROAD AND A WIDE STREET.  THE AREA IS COVERED
 CC0709'WITH WEEDS, DRIFTED SAND AND THE MARK WAS NOT FOUND.  THE MARK
 CC0709'IF IN PLACE WOULD NO LONGER BE VISIBLE FROM THE STATION BECAUSE
 CC0709'OF BUILDINGS ALONG THE STREET.
 CC0709'
 CC0709'THE AREA AT THE STATION IS NOW A RESIDENTIAL LOT AND THE REMAINING
 CC0709'MARKS MAY BE DESTROYED OR COVERED WHEN THE HOUSE IN BUILT.
 CC0709'
 CC0709'ODESSA 2 1957 WAS ESTABLISHED AT THE SOUTHEAST CORNER OF THE
 CC0709'LOT TO PRESERVE THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0733 ***********************************************************************
 CC0733  DESIGNATION -  ODESSA 2
 CC0733  PID         -  CC0733
 CC0733  STATE/COUNTY-  TX/ECTOR
 CC0733  USGS QUAD   -  ODESSA SE (1981)
 CC0733
 CC0733                         *CURRENT SURVEY CONTROL
 CC0733  ___________________________________________________________________
 CC0733* NAD 83(1993)-  31 51 48.34669(N)    102 20 51.98700(W)     ADJUSTED  
 CC0733* NAVD 88     -       899.     (meters)    2949.     (feet)  SCALED    
 CC0733  ___________________________________________________________________
 CC0733  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CC0733  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CC0733
 CC0733  HORZ ORDER  -  SECOND
 CC0733
 CC0733.The horizontal coordinates were established by classical geodetic methods
 CC0733.and adjusted by the National Geodetic Survey in February 1996..
 CC0733.No horizontal observational check was made to the station.
 CC0733
 CC0733.The orthometric height was scaled from a topographic map.
 CC0733
 CC0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0733
 CC0733.The geoid height was determined by GEOID03.
 CC0733
 CC0733;                    North         East     Units Scale Factor Converg.
 CC0733;SPC TX C     - 3,245,259.295   509,378.976   MT  0.99999471   -1 02 15.2
 CC0733;SPC TX C     -10,647,154.87  1,671,187.52   sFT  0.99999471   -1 02 15.2
 CC0733;UTM  13      - 3,528,365.291   750,927.489   MT  1.00037661   +1 24 03.0
 CC0733
 CC0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0733!SPC TX C     -   0.99986256  x   0.99999471  =   0.99985727
 CC0733!UTM  13      -   0.99986256  x   1.00037661  =   1.00023912
 CC0733
 CC0733|---------------------------------------------------------------------|
 CC0733| PID    Reference Object                     Distance      Geod. Az  |
 CC0733|                                                           dddmmss.s |
 CC0733| CH9197 ODESSA 2 RM 3                        17.702 METERS 11309     |
 CC0733| CC0709 ODESSA                               20.855 METERS 26952     |
 CC0733| CH9195 ODESSA RM 2                          37.750 METERS 30515     |
 CC0733| CH9196 ODESSA 2 RM 1                        32.495 METERS 34447     |
 CC0733|---------------------------------------------------------------------|
 CC0733
 CC0733                          SUPERSEDED SURVEY CONTROL
 CC0733
 CC0733  NAD 83(1986)-  31 51 48.34937(N)    102 20 51.97864(W) AD(       ) 2
 CC0733  NAD 27      -  31 51 47.90000(N)    102 20 50.46500(W) AD(       ) 2
 CC0733
 CC0733.Superseded values are not recommended for survey control.
 CC0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0733.See file dsdata.txt to determine how the superseded data were derived.
 CC0733
 CC0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR5092728365(NAD 83)
 CC0733_MARKER: DS = TRIANGULATION STATION DISK
 CC0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0733
 CC0733  HISTORY     - Date     Condition        Report By
 CC0733  HISTORY     - 1957     MONUMENTED       CGS
 CC0733  HISTORY     - 1969     GOOD             CGS
 CC0733  HISTORY     - 20010202 GOOD             USPSQD
 CC0733
 CC0733                          STATION DESCRIPTION
 CC0733
 CC0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (PT)
 CC0733'STATION IS IN THE EAST PART OF ODESSA, AT THE NORTHWEST POINT
 CC0733'OF THE INTERSECTION OF LIMESTONE AVENUE AND BEVERLY STREET
 CC0733'WHICH IS 1.5 MILES EAST OF NORTH GRANT WHICH IS THE MAIN
 CC0733'BUSINESS STREET IN ODESSA AND 0.1 MILE NORTH OF EAST 8TH
 CC0733'WHICH IS A MAIN BUSINESS STREET LEADING EAST.
 CC0733'
 CC0733'STATION IS A STANDARD DISK STAMPED ODESSA 2 1957 IN CONCRETE
 CC0733'WHICH IS ABOUT FLUSH WITH THE GROUND, 3 FEET WEST OF THE
 CC0733'WEST CURB LINE OF LIMESTONE AND 12 FEET NORTH OF THE NORTH
 CC0733'CURB LINE OF BEVERLY AND AT THE SOUTHEAST SIE OF THE IRON
 CC0733'PIPE MARKING THE SOUTHEAST CORNER OF THE PROPERTY.
 CC0733'
 CC0733'THE REFERENCE MARK MARKED OPDESSA 2 1957 NO. 1 IS NORTH
 CC0733'OF THE STATION IN RANGE WITH A CONCRETE WALL ON THE EAST SIDE
 CC0733'OF THE PROPERTY TO THE NORTH AND IS IN CONCRETE WHICH PROJECTS
 CC0733'ABOUT 2 INCHES.  IT IS 15 FEET SOUTH OF THE CENTERLINE OF THE
 CC0733'ALLEY AND 5 FEET WEST OF THE WEST CURB LINE OF LIMESTONE STREET.
 CC0733'
 CC0733'ODESSA 1909 IS A STANDARD DISK IN A CONCRETE MONUMENT PROJECTING
 CC0733'ABOUT 3 INCHES AND IS ABOUT 31.5 FEET NORTH OF THE NORTH CURBLINE
 CC0733'OF BEVERLY AND ABOUT 5 FEET EAST OF THE WEST PROPERTY LINE OF
 CC0733'THE CORNER LOT.  THIS LOCATION WILL PROBABLY BE UNDER THE
 CC0733'RESIDENCE WHEN BUILT.
 CC0733'
 CC0733'ODESSA 1909 R.M. NO. 2 1937 IS A STANDARD DISK IN CONCRETE
 CC0733'PROJECTING ABOUT 3 INCHES IS 25 FEET SOUTH OF THE CENTERLINE
 CC0733'OF THE ALLEY AND 12 FEET EAST OF THE PROJECTING OF THE CONCRETE
 CC0733'WALL ALONG THE WEST SIDE OF THE PROPERTY TO THE NORTH OF THE
 CC0733'ALLEY.  THIS MARK WILL BE IN THE BACK YARD AND MAY BE UNDER
 CC0733'THE GARAGE OF THE RESIDENCE WHEN BUILT.
 CC0733'
 CC0733'THE AZIMUTH MARK FOR ODESSA 1909-1937 WAS NOT RECOVERED AND
 CC0733'NONE WAS SET.
 CC0733
 CC0733                          STATION RECOVERY (1969)
 CC0733
 CC0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CC0733'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 CC0733'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT RECOVERED
 CC0733'AND WAS ASSUMED THE MARK WAS DESTROYED WHEN HOUSE AND GARAGE
 CC0733'WERE BUILT.  THE LINE OF SIGHT IS OBSTRUCTED BY A HOUSE.
 CC0733'
 CC0733'REFERENCE MARK NO. 3 WAS SET.
 CC0733'
 CC0733'FOLLOWING IS A NEW DESCRIPTION.
 CC0733'
 CC0733'STATION IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION
 CC0733'OF LIME STONE AND BEVERLY STREETS IN THE EAST PART OF ODESSA.
 CC0733'
 CC0733'STATION MARK, A STANDARD DISK STAMPED ODESSA 2 1957, IS SET
 CC0733'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS SURROUNDED
 CC0733'BY THE NEW SIDEWALK AND PROJECTS 3 INCHES.  IT IS 34.5 FEET
 CC0733'NORTH OF THE CENTER OF BEVERLY STREET, 25.5 FEET WEST OF THE
 CC0733'CENTER OF LIME STONE STREET, 2.55 FEET WEST OF THE WEST EDGE
 CC0733'OF CURB, 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE,
 CC0733'AND 1.3 FEET EAST OF THE YARD WALL.  THE UNDERGROUND MARK
 CC0733'WAS NOT INSPECTED.
 CC0733'
 CC0733'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ODESSA 2 NO. 1
 CC0733'1957, IS CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS 15
 CC0733'FEET SOUTH OF THE CENTER OF A ALLEY, 6.91 FEET SOUTH OF THE
 CC0733'NORTHEAST CORNER OF THE WALL, AND 5.25 FEET WEST OF THE WEST
 CC0733'EDGE OF A CURB ON LIME STONE STREET.
 CC0733'
 CC0733'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ODESSA 2 1957
 CC0733'NO. 3 1969, IS CEMENTED IN A DRILL HOLE IN A CURB.  IT IS
 CC0733'44.7 FEET WEST OF THE SOUTHWEST CORNER OF BUILDING NO. 1000,
 CC0733'2.5 FEET NORTHWEST OF THE TOP EDGE OF CURB, AND 1 FOOT SOUTHWEST
 CC0733'OF A POWERLINE POLE.
 CC0733'
 CC0733'NOTE--THERE WAS NOT SUITABLE PLACE TO SET AN AZIMUTH MARK.
 CC0733'
 CC0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ODESSA
 CC0733
 CC0733                          STATION RECOVERY (2001)
 CC0733
 CC0733'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0734 ***********************************************************************
 CC0734  DESIGNATION -  ODESSA COURTHOUSE CUPOLA
 CC0734  PID         -  CC0734
 CC0734  STATE/COUNTY-  TX/ECTOR
 CC0734  USGS QUAD   -  ODESSA SE (1981)
 CC0734
 CC0734                         *CURRENT SURVEY CONTROL
 CC0734  ___________________________________________________________________
 CC0734* NAD 83(1993)-  31 50 49.82634(N)    102 22 04.55492(W)     ADJUSTED  
 CC0734* NAVD 88     -                                                        
 CC0734  ___________________________________________________________________
 CC0734  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 CC0734  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CC0734
 CC0734  HORZ ORDER  -  THIRD
 CC0734
 CC0734.The horizontal coordinates were established by classical geodetic methods
 CC0734.and adjusted by the National Geodetic Survey in February 1996..
 CC0734
 CC0734
 CC0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0734
 CC0734.The geoid height was determined by GEOID03.
 CC0734
 CC0734;                    North         East     Units Scale Factor Converg.
 CC0734;SPC TX C     - 3,243,491.828   507,438.749   MT  0.99999049   -1 02 52.6
 CC0734;SPC TX C     -10,641,356.11  1,664,821.96   sFT  0.99999049   -1 02 52.6
 CC0734;UTM  13      - 3,526,516.193   749,063.496   MT  1.00036512   +1 23 22.3
 CC0734
 CC0734                          SUPERSEDED SURVEY CONTROL
 CC0734
 CC0734  NAD 83(1986)-  31 50 49.82908(N)    102 22 04.54588(W) AD(       ) 4
 CC0734  NAD 27      -  31 50 49.38000(N)    102 22 03.02000(W) AD(       ) 3
 CC0734
 CC0734.Superseded values are not recommended for survey control.
 CC0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0734.See file dsdata.txt to determine how the superseded data were derived.
 CC0734
 CC0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR4906326516(NAD 83)
 CC0734_MARKER: 86 = CUPOLA
 CC0734
 CC0734  HISTORY     - Date     Condition        Report By
 CC0734  HISTORY     - 1909     FIRST OBSERVED   CGS
 CC0734
 CC0734                          STATION DESCRIPTION
 CC0734
 CC0734'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0795 ***********************************************************************
 CV0795  DESIGNATION -  ODESSA GARDENDALE ATT TOWER
 CV0795  PID         -  CV0795
 CV0795  STATE/COUNTY-  TX/ECTOR
 CV0795  USGS QUAD   -  GARDENDALE (1974)
 CV0795
 CV0795                         *CURRENT SURVEY CONTROL
 CV0795  ___________________________________________________________________
 CV0795* NAD 83(1993)-  32 02 11.07631(N)    102 22 43.65148(W)     ADJUSTED  
 CV0795* NAVD 88     -                                                        
 CV0795  ___________________________________________________________________
 CV0795  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 CV0795  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CV0795
 CV0795  HORZ ORDER  -  THIRD
 CV0795
 CV0795.The horizontal coordinates were established by classical geodetic methods
 CV0795.and adjusted by the National Geodetic Survey in February 1996..
 CV0795.No horizontal observational check was made to the station.
 CV0795
 CV0795
 CV0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0795
 CV0795.The geoid height was determined by GEOID03.
 CV0795
 CV0795;                    North         East     Units Scale Factor Converg.
 CV0795;SPC TX C     - 3,264,491.075   506,796.845   MT  1.00004471   -1 03 12.7
 CV0795;SPC TX C     -10,710,251.14  1,662,715.98   sFT  1.00004471   -1 03 12.7
 CV0795;UTM  13      - 3,547,476.246   747,527.245   MT  1.00035567   +1 23 28.1
 CV0795
 CV0795                          SUPERSEDED SURVEY CONTROL
 CV0795
 CV0795  NAD 83(1986)-  32 02 11.07884(N)    102 22 43.64898(W) AD(       ) 4
 CV0795  NAD 27      -  32 02 10.64537(N)    102 22 42.11674(W) AD(       ) 3
 CV0795
 CV0795.Superseded values are not recommended for survey control.
 CV0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0795.See file dsdata.txt to determine how the superseded data were derived.
 CV0795
 CV0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR4752747476(NAD 83)
 CV0795_MARKER: 45 = MICROWAVE TOWER
 CV0795
 CV0795  HISTORY     - Date     Condition        Report By
 CV0795  HISTORY     - 1970     FIRST OBSERVED   NGS
 CV0795
 CV0795                          STATION DESCRIPTION
 CV0795
 CV0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CV0795'AN AMERICAN TELEPHONE AND TELEGRAPH MICRO-WAVE TOWER.  IT
 CV0795'IS A 4-LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE IN
 CV0795'ALTERNATE SECTIONS, WITH PANEL ANTENNA ON ALL FOUR SIDES
 CV0795'AT THE TOP.  THE OVERALL HEIGHT IS 233 FEET.  IT IS LOCATED
 CV0795'ABOUT 13 MILES NORTH OF THE CENTER OF ODESSA, AND IS 3.2
 CV0795'MILES EAST ALONG STATE HIGHWAY 158 FROM ITS INTERSECTION
 CV0795'WITH U.S. HIGHWAY 385.  IT IS 225 FEET NORTH OF THE CENTER
 CV0795'HIGHWAY 158.  THE POINT INTERSECTED IS THE LIGHT AT THE
 CV0795'TOP CENTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0735 ***********************************************************************
 CC0735  DESIGNATION -  ODESSA GRADE SCHOOL FINIAL
 CC0735  PID         -  CC0735
 CC0735  STATE/COUNTY-  TX/ECTOR
 CC0735  USGS QUAD   -  ODESSA SE (1981)
 CC0735
 CC0735                         *CURRENT SURVEY CONTROL
 CC0735  ___________________________________________________________________
 CC0735* NAD 83(1993)-  31 51 06.21841(N)    102 22 26.05612(W)     ADJUSTED  
 CC0735* NAVD 88     -                                                        
 CC0735  ___________________________________________________________________
 CC0735  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CC0735  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0735
 CC0735  HORZ ORDER  -  THIRD
 CC0735
 CC0735.The horizontal coordinates were established by classical geodetic methods
 CC0735.and adjusted by the National Geodetic Survey in February 1996..
 CC0735
 CC0735
 CC0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0735
 CC0735.The geoid height was determined by GEOID03.
 CC0735
 CC0735;                    North         East     Units Scale Factor Converg.
 CC0735;SPC TX C     - 3,244,006.987   506,882.810   MT  0.99999166   -1 03 03.7
 CC0735;SPC TX C     -10,643,046.26  1,662,998.02   sFT  0.99999166   -1 03 03.7
 CC0735;UTM  13      - 3,527,007.424   748,485.936   MT  1.00036157   +1 23 11.6
 CC0735
 CC0735                          SUPERSEDED SURVEY CONTROL
 CC0735
 CC0735  NAD 83(1986)-  31 51 06.22133(N)    102 22 26.04719(W) AD(       ) 4
 CC0735  NAD 27      -  31 51 05.77000(N)    102 22 24.53000(W) AD(       ) 3
 CC0735
 CC0735.Superseded values are not recommended for survey control.
 CC0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0735.See file dsdata.txt to determine how the superseded data were derived.
 CC0735
 CC0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR4848627007(NAD 83)
 CC0735_MARKER: 82 = FINIAL
 CC0735
 CC0735  HISTORY     - Date     Condition        Report By
 CC0735  HISTORY     - 1935     FIRST OBSERVED   CGS
 CC0735
 CC0735                          STATION DESCRIPTION
 CC0735
 CC0735'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0736 ***********************************************************************
 CC0736  DESIGNATION -  ODESSA GRADE SCHOOL STACK
 CC0736  PID         -  CC0736
 CC0736  STATE/COUNTY-  TX/ECTOR
 CC0736  USGS QUAD   -  ODESSA SE (1981)
 CC0736
 CC0736                         *CURRENT SURVEY CONTROL
 CC0736  ___________________________________________________________________
 CC0736* NAD 83(1993)-  31 51 06.07829(N)    102 22 26.18672(W)     ADJUSTED  
 CC0736* NAVD 88     -                                                        
 CC0736  ___________________________________________________________________
 CC0736  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CC0736  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0736
 CC0736  HORZ ORDER  -  THIRD
 CC0736
 CC0736.The horizontal coordinates were established by classical geodetic methods
 CC0736.and adjusted by the National Geodetic Survey in February 1996..
 CC0736
 CC0736
 CC0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0736
 CC0736.The geoid height was determined by GEOID03.
 CC0736
 CC0736;                    North         East     Units Scale Factor Converg.
 CC0736;SPC TX C     - 3,244,002.735   506,879.298   MT  0.99999165   -1 03 03.7
 CC0736;SPC TX C     -10,643,032.31  1,662,986.50   sFT  0.99999165   -1 03 03.7
 CC0736;UTM  13      - 3,527,003.025   748,482.606   MT  1.00036155   +1 23 11.5
 CC0736
 CC0736                          SUPERSEDED SURVEY CONTROL
 CC0736
 CC0736  NAD 83(1986)-  31 51 06.08130(N)    102 22 26.17787(W) AD(       ) 4
 CC0736  NAD 27      -  31 51 05.63000(N)    102 22 24.66000(W) AD(       ) 3
 CC0736
 CC0736.Superseded values are not recommended for survey control.
 CC0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0736.See file dsdata.txt to determine how the superseded data were derived.
 CC0736
 CC0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR4848327003(NAD 83)
 CC0736_MARKER: 63 = STACK
 CC0736
 CC0736  HISTORY     - Date     Condition        Report By
 CC0736  HISTORY     - 1935     FIRST OBSERVED   CGS
 CC0736
 CC0736                          STATION DESCRIPTION
 CC0736
 CC0736'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0871 ***********************************************************************
 CC0871  CBN         -  This is a Cooperative Base Network Control Station.
 CC0871  DESIGNATION -  ODESSA RRP
 CC0871  PID         -  CC0871
 CC0871  STATE/COUNTY-  TX/ECTOR
 CC0871  USGS QUAD   -  ODESSA NE (1981)
 CC0871
 CC0871                         *CURRENT SURVEY CONTROL
 CC0871  ___________________________________________________________________
 CC0871* NAD 83(1993)-  31 52 31.14775(N)    102 18 53.37588(W)     ADJUSTED  
 CC0871* NAVD 88     -       877.721  (meters)    2879.66   (feet)  ADJUSTED  
 CC0871  ___________________________________________________________________
 CC0871  X           -  -1,156,442.208 (meters)                     COMP
 CC0871  Y           -  -5,297,336.524 (meters)                     COMP
 CC0871  Z           -   3,349,149.699 (meters)                     COMP
 CC0871  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 CC0871  ELLIP HEIGHT-         853.67  (meters)          (10/24/00) GPS OBS
 CC0871  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CC0871  DYNAMIC HT  -         876.476 (meters)    2875.57  (feet)  COMP
 CC0871  MODELED GRAV-     979,191.6   (mgal)                       NAVD 88
 CC0871
 CC0871  HORZ ORDER  -  A
 CC0871  VERT ORDER  -  FIRST     CLASS II
 CC0871  ELLP ORDER  -  FOURTH    CLASS I
 CC0871
 CC0871.The horizontal coordinates were established by GPS observations
 CC0871.and adjusted by the National Geodetic Survey in July 1992..
 CC0871
 CC0871.The orthometric height was determined by differential leveling
 CC0871.and adjusted by the National Geodetic Survey in July 2002..
 CC0871.WARNING-GPS observations at this control monument resulted in a GPS
 CC0871.derived orthometric height which differed from the leveled height by
 CC0871.more than one decimeter (0.1 meter).
 CC0871
 CC0871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0871
 CC0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0871
 CC0871.The ellipsoidal height was determined by GPS observations
 CC0871.and is referenced to NAD 83.
 CC0871
 CC0871.The geoid height was determined by GEOID03.
 CC0871
 CC0871.The dynamic height is computed by dividing the NAVD 88
 CC0871.geopotential number by the normal gravity value computed on the
 CC0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0871.degrees latitude (g = 980.6199 gals.).
 CC0871
 CC0871.The modeled gravity was interpolated from observed gravity values.
 CC0871
 CC0871;                    North         East     Units Scale Factor Converg.
 CC0871;SPC TX C     - 3,246,521.411   512,519.860   MT  0.99999786   -1 01 14.1
 CC0871;SPC TX C     -10,651,295.66  1,681,492.24   sFT  0.99999786   -1 01 14.1
 CC0871;UTM  13      - 3,529,760.461   754,013.023   MT  1.00039583   +1 25 07.4
 CC0871
 CC0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0871!SPC TX C     -   0.99986597  x   0.99999786  =   0.99986384
 CC0871!UTM  13      -   0.99986597  x   1.00039583  =   1.00026175
 CC0871
 CC0871                          SUPERSEDED SURVEY CONTROL
 CC0871
 CC0871  ELLIP H (05/09/94)  853.75   (m)                       GP(       ) 4 2
 CC0871  ELLIP H (12/21/93)  853.75   (m)                       GP(       ) 4 1
 CC0871  ELLIP H (09/04/92)  853.75   (m)                       GP(       ) 3 1
 CC0871  ELLIP H (07/31/92)  853.75   (m)                       GP(       ) 1 1
 CC0871  NAVD 88 (07/24/98)  877.72   (m)         2879.7    (f) LEVELING    3  
 CC0871  NGVD 29 (07/31/92)  877.7    (m)         2880.     (f) GPS OBS        
 CC0871
 CC0871.Superseded values are not recommended for survey control.
 CC0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0871.See file dsdata.txt to determine how the superseded data were derived.
 CC0871
 CC0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR5401329760(NAD 83)
 CC0871_MARKER: DD = SURVEY DISK
 CC0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0871_SP_SET: CONCRETE POST
 CC0871_STAMPING: ODESSA RRP
 CC0871_MARK LOGO: TXHD  
 CC0871_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0871+STABILITY: SURFACE MOTION
 CC0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0871+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1996
 CC0871
 CC0871  HISTORY     - Date     Condition        Report By
 CC0871  HISTORY     - UNK      MONUMENTED
 CC0871  HISTORY     - 19900405 GOOD             NGS
 CC0871  HISTORY     - 19920203 GOOD
 CC0871  HISTORY     - 19930217 GOOD             NGS
 CC0871  HISTORY     - 19961111 GOOD             NGS
 CC0871
 CC0871                          STATION DESCRIPTION
 CC0871
 CC0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 CC0871'THE STATION IS LOCATED IN EASTERN ODESSA, AT THE STATE DEPARTMENT OF
 CC0871'TRANSPORTATION YARD, IN THE SECURED OUTDOOR STORAGE AREA TO THE NORTH
 CC0871'OF THE MAIN OFFICE.  OWNERSHIP--STATE DEPARTMENT OF HIGHWAYS AND
 CC0871'PUBLIC TRANSPORTATION, 3901 EAST HIGHWAY 80, ODESSA TX 79761.  PHONE
 CC0871'915-366-0470.  ASK FOR PLANT MAINTENANCE MANAGER BOB NORWOOD.
 CC0871'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CC0871'STATE HIGHWAY LOOP 338(EXIT 121) IN SOUTHEAST ODESSA, GO NORTH FOR
 CC0871'1.3 KM (0.8 MI) TO AN OFFRAMP RIGHT.  EXIT ONTO OFFRAMP AND GO
 CC0871'SOUTHERLY FOR 0.2 KM (0.1 MI) ON THE OFFRAMP TO A STOPLIGHT AT A
 CC0871'SERVICE ROAD AND U.S. HIGHWAY 80 AHEAD.  TURN RIGHT AND GO WEST FOR
 CC0871'0.5 KM (0.3 MI) ON THE SERVICE ROAD TO AN ENTRANCE RIGHT.  TURN RIGHT
 CC0871'AND GO NORTH FOR 0.2 KM (0.1 MI) ON THE ENTRANCE ROAD, PASSING DOT
 CC0871'MAIN OFFICE ON LEFT, TO A T-JUNCTION.  TURN LEFT AND GO WEST FOR 0.1
 CC0871'KM (0.1 MI) ON A PAVED ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 CC0871'NORTH FOR 0.3 KM (0.2 MI) ON THE PAVED ROAD, PASSING THROUGH A GATE,
 CC0871'TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 100 FEET TO THE
 CC0871'STATION ON THE RIGHT AND A LOADING RAMP ON THE LEFT.
 CC0871'THE STATION IS A STATE DEPARTMENT OF HIGHWAYS AND PUBLIC
 CC0871'TRANSPORTATION SURVEY DISK SET IN THE TOP CENTER OF A ROUND CONCRETE
 CC0871'MONUMENT FLUSH WITH THE GROUND.  LOCATED 50.7 M (166.3 FT)
 CC0871'WEST-SOUTHWEST FROM THE CENTER OF A PAVED ROAD, 42.1 M (138.1 FT)
 CC0871'EAST-NORTHEAST FROM THE CENTER OF A PAVED ROAD, 24.0 M (78.7 FT)
 CC0871'SOUTHWEST FROM THE SOUTH-SOUTHEAST END OF A 14 FOOT METAL I-BEAM USED
 CC0871'AS A LOADING RAMP, 1.6 M (5.2 FT) EAST-NORTHEAST FROM A METAL POST
 CC0871'WITH TWO YELLOW REFLECTORS ATTACHED AND 1.6 M (5.2 FT) WEST-SOUTHWEST
 CC0871'FROM A METAL POST WITH TWO YELLOW REFLECTORS ATTACHED.
 CC0871'NOTE--GATE COULD BE LOCKED, NO OTHER ACCESS TO STATION, CONTACT BOB
 CC0871'NORWOOD IN ADVANCE.
 CC0871'DESCRIBED BY K.L. FANCHER, TYPE BY HJS.
 CC0871
 CC0871                          STATION RECOVERY (1992)
 CC0871
 CC0871'RECOVERED 1992
 CC0871'RECOVERED IN GOOD CONDITION.
 CC0871
 CC0871                          STATION RECOVERY (1993)
 CC0871
 CC0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CC0871'THE STATION IS LOCATED IN EASTERN ODESSA, AT THE STATE DEPARTMENT OF
 CC0871'TRANSPORTATION YARD, IN THE SECURED OUTDOOR STORAGE AREA TO THE NORTH
 CC0871'OF THE MAIN OFFICE.  OWNERSHIP--STATE DEPARTMENT OF HIGHWAYS AND
 CC0871'PUBLIC TRANSPORTATION, 3901 EAST HIGHWAY 80, ODESSA, TX 79761.  PHONE
 CC0871'915-332-0501, ASK FOR STEVE SMITH.
 CC0871'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CC0871'STATE HIGHWAY LOOP 338 (EXIT 121) IN SOUTHEAST ODESSA, GO NORTH ON
 CC0871'LOOP 338 FOR 1.3 KM (0.80 MI) TO AN OFFRAMP RIGHT.  EXIT ONTO OFFRAMP
 CC0871'AND GO SOUTHERLY FOR 0.2 KM (0.10 MI) ON THE OFFRAMP TO A STOPLIGHT
 CC0871'AT A SERVICE ROAD AND U.S. HIGHWAY 80 AHEAD.  TURN RIGHT AND GO WEST
 CC0871'FOR 0.5 KM (0.30 MI) ON THE SERVICE ROAD TO AN ENTRANCE RIGHT. TURN
 CC0871'RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) ON THE PAVED ROAD, PASSING
 CC0871'THROUGH A GATE, TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST FOR
 CC0871'100 FEET (30.5 M) TO THE STATION ON THE RIGHT AND A LOADING RAMP ON
 CC0871'THE LEFT.
 CC0871'THE STATION IS A STATE DEPARTMENT OF HIGHWAYS AND PUBLIC
 CC0871'TRANSPORTATION SURVEY DISK SET IN THE TOP CENTER OF A ROUND CONCRETE
 CC0871'MONUMENT FLUSH WITH THE GROUND.  LOCATED 50.7 M (166.3 FT)
 CC0871'WEST-SOUTHWEST FROM THE CENTER OF A PAVED ROAD, 42.1 M (138.1 FT)
 CC0871'EAST-NORTHEAST FROM THE CENTER OF A PAVED ROAD, 24.0 M (78.7 FT)
 CC0871'SOUTHWEST FROM THE SOUTH-SOUTHEAST END OF A 14 FOOT (4.3 M) METAL
 CC0871'I-BEAM USED AS A LOADING RAMP, 1.6 M (5.2 FT) EAST-NORTHEAST FROM A
 CC0871'METAL POST WITH TWO YELLOW REFLECTORS ATTACHED.
 CC0871
 CC0871                          STATION RECOVERY (1996)
 CC0871
 CC0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CC0871'0.4 KM (0.25 MI) WESTERLY ALONG U.S.  HIGHWAY 80 SERVICE ROAD FROM THE
 CC0871'JUNCTION OF LOOP 338 IN ODESSA, THENCE 0.3 KM (0.20 MI) NORTHERLY
 CC0871'ALONG A PAVED ROAD, 50.7 M (166.3 FT) WEST OF THE CENTER OF A ROAD,
 CC0871'42.1 M (138.1 FT) EAST OF THE CENTERLINE OF THE PAVED ROAD, 24.0 M
 CC0871'(78.7 FT) SOUTHWEST OF THE SOUTH END OF A LOADING DOCK, NEAR THE
 CC0871'CENTER OF 4 GUARD POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CC0871'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9541 ***********************************************************************
 AF9541  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9541  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9541  DESIGNATION -  ODESSA RRP CORS ARP
 AF9541  CORS_ID     -  ODS5
 AF9541  PID         -  AF9541
 AF9541  STATE/COUNTY-  TX/ECTOR
 AF9541  USGS QUAD   -  ODESSA SE (1981)
 AF9541
 AF9541                         *CURRENT SURVEY CONTROL
 AF9541  ___________________________________________________________________
 AF9541* NAD 83(CORS)-  31 52 26.11241(N)    102 18 54.55650(W)     ADJUSTED  
 AF9541* NAVD 88     -       885.00   (meters)    2903.5    (feet)  GPS OBS   
 AF9541  ___________________________________________________________________
 AF9541  EPOCH DATE  -        2002.00
 AF9541  X           -  -1,156,491.313 (meters)                     COMP
 AF9541  Y           -  -5,297,415.946 (meters)                     COMP
 AF9541  Z           -   3,349,021.803 (meters)                     COMP
 AF9541  ELLIP HEIGHT-         860.92  (meters)          (03/??/02) GPS OBS
 AF9541  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AF9541
 AF9541  HORZ ORDER  -  SPECIAL (CORS)
 AF9541  ELLP ORDER  -  SPECIAL (CORS)
 AF9541
 AF9541.ITRF positions are available for this station.
 AF9541.The coordinates were established by GPS observations
 AF9541.and adjusted by the National Geodetic Survey in March 2002..
 AF9541.The coordinates are valid at the epoch date displayed above.
 AF9541.The epoch date for horizontal control is a decimal equivalence
 AF9541.of Year/Month/Day.
 AF9541
 AF9541.The orthometric height was determined by GPS observations and a
 AF9541.high-resolution geoid model using precise GPS observation and
 AF9541.processing techniques.
 AF9541
 AF9541.The PID for the CORS L1 Phase Center is AB6382.
 AF9541
 AF9541.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9541
 AF9541.The ellipsoidal height was determined by GPS observations
 AF9541.and is referenced to NAD 83.
 AF9541
 AF9541.The geoid height was determined by GEOID03.
 AF9541
 AF9541;                    North         East     Units Scale Factor Converg.
 AF9541;SPC TX C     - 3,246,366.893   512,486.071   MT  0.99999748   -1 01 14.7
 AF9541;SPC TX C     -10,650,788.71  1,681,381.38   sFT  0.99999748   -1 01 14.7
 AF9541
 AF9541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9541!SPC TX C     -   0.99986484  x   0.99999748  =   0.99986232
 AF9541
 AF9541                          SUPERSEDED SURVEY CONTROL
 AF9541
 AF9541  NAD 83(CORS)-  31 52 26.11227(N)    102 18 54.55647(W) AD(1997.00) c
 AF9541  ELLIP H (04/??/00)  860.92   (m)                       GP(1997.00) c c
 AF9541  NAD 83(CORS)-  31 52 26.11219(N)    102 18 54.55638(W) AD(1997.00) c
 AF9541  NAD 83(CORS)-  31 52 26.11219(N)    102 18 54.55638(W) AD(1996.00) c
 AF9541  ELLIP H (04/??/96)  860.95   (m)                       GP(1997.00) c c
 AF9541  ELLIP H (04/??/96)  860.95   (m)                       GP(1996.00) c c
 AF9541
 AF9541.Superseded values are not recommended for survey control.
 AF9541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9541.See file dsdata.txt to determine how the superseded data were derived.
 AF9541
 AF9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR5398629605(NAD 83)
 AF9541_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9541
 AF9541                          STATION DESCRIPTION
 AF9541
 AF9541'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9541'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9541'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9541'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9541'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9541'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6382 ***********************************************************************
 AB6382  HT_MOD      -  This is a Height Modernization Survey Station.
 AB6382  CORS        -  This is a GPS Continuously Operating Reference Station.
 AB6382  DESIGNATION -  ODESSA RRP CORS L1 PHASE CENTER
 AB6382  CORS_ID     -  ODS5
 AB6382  PID         -  AB6382
 AB6382  STATE/COUNTY-  TX/ECTOR
 AB6382  USGS QUAD   -  ODESSA SE (1981)
 AB6382
 AB6382                         *CURRENT SURVEY CONTROL
 AB6382  ___________________________________________________________________
 AB6382* NAD 83(CORS)-  31 52 26.11241(N)    102 18 54.55652(W)     ADJUSTED  
 AB6382* NAVD 88     -       885.07   (meters)    2903.8    (feet)  GPS OBS   
 AB6382  ___________________________________________________________________
 AB6382  EPOCH DATE  -        2002.00
 AB6382  X           -  -1,156,491.326 (meters)                     COMP
 AB6382  Y           -  -5,297,416.004 (meters)                     COMP
 AB6382  Z           -   3,349,021.840 (meters)                     COMP
 AB6382  ELLIP HEIGHT-         860.99  (meters)          (03/??/02) GPS OBS
 AB6382  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AB6382
 AB6382  HORZ ORDER  -  SPECIAL (CORS)
 AB6382  ELLP ORDER  -  SPECIAL (CORS)
 AB6382
 AB6382.ITRF positions are available for this station.
 AB6382.The coordinates were established by GPS observations
 AB6382.and adjusted by the National Geodetic Survey in March 2002..
 AB6382.The coordinates are valid at the epoch date displayed above.
 AB6382.The epoch date for horizontal control is a decimal equivalence
 AB6382.of Year/Month/Day.
 AB6382
 AB6382.The orthometric height was determined by GPS observations and a
 AB6382.high-resolution geoid model using precise GPS observation and
 AB6382.processing techniques.
 AB6382
 AB6382.The PID for the CORS ARP is AF9541.
 AB6382
 AB6382.The XYZ, and position/ellipsoidal ht. are equivalent.
 AB6382
 AB6382.The ellipsoidal height was determined by GPS observations
 AB6382.and is referenced to NAD 83.
 AB6382
 AB6382.The geoid height was determined by GEOID03.
 AB6382
 AB6382;                    North         East     Units Scale Factor Converg.
 AB6382;SPC TX C     - 3,246,366.894   512,486.070   MT  0.99999748   -1 01 14.7
 AB6382;SPC TX C     -10,650,788.72  1,681,381.38   sFT  0.99999748   -1 01 14.7
 AB6382
 AB6382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6382!SPC TX C     -   0.99986483  x   0.99999748  =   0.99986231
 AB6382
 AB6382                          SUPERSEDED SURVEY CONTROL
 AB6382
 AB6382  NAD 83(CORS)-  31 52 26.11227(N)    102 18 54.55649(W) AD(1997.00) c
 AB6382  ELLIP H (04/??/00)  861.00   (m)                       GP(1997.00) c c
 AB6382  NAD 83(CORS)-  31 52 26.11219(N)    102 18 54.55640(W) AD(1997.00) c
 AB6382  NAD 83(CORS)-  31 52 26.11219(N)    102 18 54.55640(W) AD(1996.00) c
 AB6382  ELLIP H (04/??/96)  861.02   (m)                       GP(1997.00) c c
 AB6382  ELLIP H (04/??/96)  861.02   (m)                       GP(1996.00) c c
 AB6382
 AB6382.Superseded values are not recommended for survey control.
 AB6382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6382.See file dsdata.txt to determine how the superseded data were derived.
 AB6382
 AB6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR5398629605(NAD 83)
 AB6382_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AB6382
 AB6382                          STATION DESCRIPTION
 AB6382
 AB6382'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AB6382'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AB6382'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AB6382'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AB6382'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AB6382'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5393 ***********************************************************************
 DF5393  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5393  DESIGNATION -  ODESSA RRP2 CORS ARP
 DF5393  CORS_ID     -  TXOD
 DF5393  PID         -  DF5393
 DF5393  STATE/COUNTY-  TX/ECTOR
 DF5393  USGS QUAD   -  ODESSA SE (1981)
 DF5393
 DF5393                         *CURRENT SURVEY CONTROL
 DF5393  ___________________________________________________________________
 DF5393* NAD 83(CORS)-  31 52 26.11239(N)    102 18 54.55619(W)     ADJUSTED  
 DF5393* NAVD 88     -                                                        
 DF5393  ___________________________________________________________________
 DF5393  EPOCH DATE  -        2002.00
 DF5393  X           -  -1,156,491.305 (meters)                     COMP
 DF5393  Y           -  -5,297,415.948 (meters)                     COMP
 DF5393  Z           -   3,349,021.802 (meters)                     COMP
 DF5393  ELLIP HEIGHT-         860.92  (meters)          (05/??/03) GPS OBS
 DF5393  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 DF5393
 DF5393  HORZ ORDER  -  SPECIAL (CORS)
 DF5393  ELLP ORDER  -  SPECIAL (CORS)
 DF5393
 DF5393.ITRF positions are available for this station.
 DF5393.The coordinates were established by GPS observations
 DF5393.and adjusted by the National Geodetic Survey in May 2003..
 DF5393.The coordinates are valid at the epoch date displayed above.
 DF5393.The epoch date for horizontal control is a decimal equivalence
 DF5393.of Year/Month/Day.
 DF5393
 DF5393
 DF5393.The PID for the CORS L1 Phase Center is DF5394.
 DF5393
 DF5393.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5393
 DF5393.The ellipsoidal height was determined by GPS observations
 DF5393.and is referenced to NAD 83.
 DF5393
 DF5393.The geoid height was determined by GEOID03.
 DF5393
 DF5393;                    North         East     Units Scale Factor Converg.
 DF5393;SPC TX C     - 3,246,366.893   512,486.079   MT  0.99999748   -1 01 14.7
 DF5393;SPC TX C     -10,650,788.71  1,681,381.41   sFT  0.99999748   -1 01 14.7
 DF5393
 DF5393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5393!SPC TX C     -   0.99986484  x   0.99999748  =   0.99986232
 DF5393
 DF5393                          SUPERSEDED SURVEY CONTROL
 DF5393
 DF5393.No superseded survey control is available for this station.
 DF5393
 DF5393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR5398629605(NAD 83)
 DF5393_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5393
 DF5393                          STATION DESCRIPTION
 DF5393
 DF5393'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5393'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5393'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5393'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5393'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5393'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5394 ***********************************************************************
 DF5394  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5394  DESIGNATION -  ODESSA RRP2 CORS L1 PHASE CENTER
 DF5394  CORS_ID     -  TXOD
 DF5394  PID         -  DF5394
 DF5394  STATE/COUNTY-  TX/ECTOR
 DF5394  USGS QUAD   -  ODESSA SE (1981)
 DF5394
 DF5394                         *CURRENT SURVEY CONTROL
 DF5394  ___________________________________________________________________
 DF5394* NAD 83(CORS)-  31 52 26.11240(N)    102 18 54.55617(W)     ADJUSTED  
 DF5394* NAVD 88     -                                                        
 DF5394  ___________________________________________________________________
 DF5394  EPOCH DATE  -        2002.00
 DF5394  X           -  -1,156,491.317 (meters)                     COMP
 DF5394  Y           -  -5,297,416.006 (meters)                     COMP
 DF5394  Z           -   3,349,021.839 (meters)                     COMP
 DF5394  ELLIP HEIGHT-         860.99  (meters)          (05/??/03) GPS OBS
 DF5394  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 DF5394
 DF5394  HORZ ORDER  -  SPECIAL (CORS)
 DF5394  ELLP ORDER  -  SPECIAL (CORS)
 DF5394
 DF5394.ITRF positions are available for this station.
 DF5394.The coordinates were established by GPS observations
 DF5394.and adjusted by the National Geodetic Survey in May 2003..
 DF5394.The coordinates are valid at the epoch date displayed above.
 DF5394.The epoch date for horizontal control is a decimal equivalence
 DF5394.of Year/Month/Day.
 DF5394
 DF5394
 DF5394.The PID for the CORS ARP is DF5393.
 DF5394
 DF5394.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5394
 DF5394.The ellipsoidal height was determined by GPS observations
 DF5394.and is referenced to NAD 83.
 DF5394
 DF5394.The geoid height was determined by GEOID03.
 DF5394
 DF5394;                    North         East     Units Scale Factor Converg.
 DF5394;SPC TX C     - 3,246,366.893   512,486.080   MT  0.99999748   -1 01 14.7
 DF5394;SPC TX C     -10,650,788.71  1,681,381.41   sFT  0.99999748   -1 01 14.7
 DF5394
 DF5394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5394!SPC TX C     -   0.99986483  x   0.99999748  =   0.99986231
 DF5394
 DF5394                          SUPERSEDED SURVEY CONTROL
 DF5394
 DF5394.No superseded survey control is available for this station.
 DF5394
 DF5394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR5398629605(NAD 83)
 DF5394_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF5394
 DF5394                          STATION DESCRIPTION
 DF5394
 DF5394'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF5394'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5394'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5394'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5394'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5394'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0737 ***********************************************************************
 CC0737  DESIGNATION -  ODESSA WATER TANK
 CC0737  PID         -  CC0737
 CC0737  STATE/COUNTY-  TX/ECTOR
 CC0737  USGS QUAD   -  ODESSA SW (1981)
 CC0737
 CC0737                         *CURRENT SURVEY CONTROL
 CC0737  ___________________________________________________________________
 CC0737* NAD 83(1993)-  31 51 03.25426(N)    102 22 40.22612(W)     ADJUSTED  
 CC0737* NAVD 88     -                                                        
 CC0737  ___________________________________________________________________
 CC0737  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 CC0737  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CC0737
 CC0737  HORZ ORDER  -  THIRD
 CC0737
 CC0737.The horizontal coordinates were established by classical geodetic methods
 CC0737.and adjusted by the National Geodetic Survey in February 1996..
 CC0737
 CC0737
 CC0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0737
 CC0737.The geoid height was determined by GEOID03.
 CC0737
 CC0737;                    North         East     Units Scale Factor Converg.
 CC0737;SPC TX C     - 3,243,922.544   506,508.666   MT  0.99999145   -1 03 10.9
 CC0737;SPC TX C     -10,642,769.21  1,661,770.52   sFT  0.99999145   -1 03 10.9
 CC0737;UTM  13      - 3,526,907.108   748,115.584   MT  1.00035930   +1 23 04.0
 CC0737
 CC0737                          SUPERSEDED SURVEY CONTROL
 CC0737
 CC0737  NAD 83(1986)-  31 51 03.25722(N)    102 22 40.21722(W) AD(       ) 4
 CC0737  NAD 27      -  31 51 02.80000(N)    102 22 38.70000(W) AD(       ) 3
 CC0737
 CC0737.Superseded values are not recommended for survey control.
 CC0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0737.See file dsdata.txt to determine how the superseded data were derived.
 CC0737
 CC0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR4811626907(NAD 83)
 CC0737_MARKER: 51 = TANK
 CC0737
 CC0737  HISTORY     - Date     Condition        Report By
 CC0737  HISTORY     - 1935     FIRST OBSERVED   CGS
 CC0737
 CC0737                          STATION DESCRIPTION
 CC0737
 CC0737'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1168 ***********************************************************************
 CU1168  DESIGNATION -  ODONNELL GENERAL TEL MICROWAVE
 CU1168  PID         -  CU1168
 CU1168  STATE/COUNTY-  TX/LYNN
 CU1168  USGS QUAD   -  O'DONNELL (1969)
 CU1168
 CU1168                         *CURRENT SURVEY CONTROL
 CU1168  ___________________________________________________________________
 CU1168* NAD 83(1993)-  32 57 52.27155(N)    101 49 20.55299(W)     ADJUSTED  
 CU1168* NAVD 88     -                                                        
 CU1168  ___________________________________________________________________
 CU1168  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 CU1168  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CU1168
 CU1168  HORZ ORDER  -  THIRD
 CU1168
 CU1168.The horizontal coordinates were established by classical geodetic methods
 CU1168.and adjusted by the National Geodetic Survey in February 1996..
 CU1168
 CU1168
 CU1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1168
 CU1168.The geoid height was determined by GEOID03.
 CU1168
 CU1168;                    North         East     Units Scale Factor Converg.
 CU1168;SPC TXNC     - 2,148,829.082   289,480.063   MT  0.99987377   -1 48 43.2
 CU1168;SPC TXNC     - 7,049,950.08    949,735.84   sFT  0.99987377   -1 48 43.2
 CU1168;UTM  14      - 3,650,890.758   236,196.086   MT  1.00045817   -1 32 11.8
 CU1168
 CU1168                          SUPERSEDED SURVEY CONTROL
 CU1168
 CU1168  NAD 83(1986)-  32 57 52.27958(N)    101 49 20.54377(W) AD(       ) 4
 CU1168  NAD 27      -  32 57 51.92363(N)    101 49 19.00653(W) AD(       ) 3
 CU1168
 CU1168.Superseded values are not recommended for survey control.
 CU1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1168.See file dsdata.txt to determine how the superseded data were derived.
 CU1168
 CU1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3619650891(NAD 83)
 CU1168_MARKER: 44 = MICROWAVE MAST
 CU1168
 CU1168  HISTORY     - Date     Condition        Report By
 CU1168  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1168
 CU1168                          STATION DESCRIPTION
 CU1168
 CU1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1168'IT IS A LACED STEEL MAST, PAINTED RED AND WHITE AND IS 300 FEET
 CU1168'HIGH.  THE POINT INTERSECTED WAS THE TOP-CENTER OF THE MAST.
 CU1168'
 CU1168'TO REACH FROM THE POST OFFICE IN O DONNELL, GO SOUTH FOR 0.05
 CU1168'MILE, TURN LEFT AND GO EAST FOR 0.5 MILE TO A T-ROAD, TURN LEFT
 CU1168'AND GO NORTH FOR 0.15 MILE TO A SIDE ROAD RIGHT BETWEEN TWO HOUSES,
 CU1168'TURN RIGHT AND FOLLOW WINDING ROAD EASTERLY FOR 0.2 MILE TO THE
 CU1168'MICROWAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5711 ***********************************************************************
 AC5711  DESIGNATION -  ODS5 A
 AC5711  PID         -  AC5711
 AC5711  STATE/COUNTY-  TX/ECTOR
 AC5711  USGS QUAD   -  ODESSA SE (1981)
 AC5711
 AC5711                         *CURRENT SURVEY CONTROL
 AC5711  ___________________________________________________________________
 AC5711* NAD 83(1993)-  31 52 19.48543(N)    102 18 54.58963(W)     ADJUSTED  
 AC5711* NAVD 88     -       876.912  (meters)    2877.00   (feet)  ADJUSTED  
 AC5711  ___________________________________________________________________
 AC5711  X           -  -1,156,513.694 (meters)                     COMP
 AC5711  Y           -  -5,297,514.381 (meters)                     COMP
 AC5711  Z           -   3,348,844.175 (meters)                     COMP
 AC5711  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AC5711  ELLIP HEIGHT-         852.85  (meters)          (10/23/00) GPS OBS
 AC5711  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AC5711  DYNAMIC HT  -         875.668 (meters)    2872.92  (feet)  COMP
 AC5711  MODELED GRAV-     979,191.6   (mgal)                       NAVD 88
 AC5711
 AC5711  HORZ ORDER  -  B
 AC5711  VERT ORDER  -  FIRST     CLASS II
 AC5711  ELLP ORDER  -  FOURTH    CLASS II
 AC5711
 AC5711.This is a reference station for the ODESSA RRP
 AC5711.National Continuously Operating Reference Station (ODS5).
 AC5711
 AC5711.The horizontal coordinates were established by GPS observations
 AC5711.and adjusted by the National Geodetic Survey in December 1997..
 AC5711
 AC5711.The orthometric height was determined by differential leveling
 AC5711.and adjusted by the National Geodetic Survey in July 2002..
 AC5711
 AC5711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5711
 AC5711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5711
 AC5711.The ellipsoidal height was determined by GPS observations
 AC5711.and is referenced to NAD 83.
 AC5711
 AC5711.The geoid height was determined by GEOID03.
 AC5711
 AC5711.The dynamic height is computed by dividing the NAVD 88
 AC5711.geopotential number by the normal gravity value computed on the
 AC5711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5711.degrees latitude (g = 980.6199 gals.).
 AC5711
 AC5711.The modeled gravity was interpolated from observed gravity values.
 AC5711
 AC5711;                    North         East     Units Scale Factor Converg.
 AC5711;SPC TX C     - 3,246,162.823   512,481.564   MT  0.99999700   -1 01 14.7
 AC5711;SPC TX C     -10,650,119.20  1,681,366.60   sFT  0.99999700   -1 01 14.7
 AC5711;UTM  13      - 3,529,400.425   753,990.014   MT  1.00039568   +1 25 06.3
 AC5711
 AC5711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5711!SPC TX C     -   0.99986610  x   0.99999700  =   0.99986310
 AC5711!UTM  13      -   0.99986610  x   1.00039568  =   1.00026173
 AC5711
 AC5711                          SUPERSEDED SURVEY CONTROL
 AC5711
 AC5711  ELLIP H (12/16/97)  852.87   (m)                       GP(       ) 2 2
 AC5711  NAVD 88 (12/16/97)  876.91   (m)         2877.0    (f) LEVELING    3  
 AC5711
 AC5711.Superseded values are not recommended for survey control.
 AC5711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5711.See file dsdata.txt to determine how the superseded data were derived.
 AC5711
 AC5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR5399029400(NAD 83)
 AC5711_MARKER: I = METAL ROD
 AC5711_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5711_STAMPING: ODS5 A 1996
 AC5711_MARK LOGO: NGS   
 AC5711_PROJECTION: FLUSH
 AC5711_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5711+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2002
 AC5711_ROD/PIPE-DEPTH: 1.9  meters
 AC5711_SLEEVE-DEPTH  : 0.9 meters
 AC5711
 AC5711  HISTORY     - Date     Condition        Report By
 AC5711  HISTORY     - 1996     MONUMENTED       NGS
 AC5711  HISTORY     - 19970226 GOOD             NGS
 AC5711  HISTORY     - 20020118 GOOD             JCLS
 AC5711  HISTORY     - 20020118 GOOD             JCLS
 AC5711
 AC5711                          STATION DESCRIPTION
 AC5711
 AC5711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5711'IN ODESSA, 34.2 M (112.2 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 AC5711'DEPARTMENT OF TRANSPORTATION CONSTRUCTION LABORATORY (BUILDING 2) AT
 AC5711'3901 EAST HIGHWAY 80, 36.8 M (120.7 FT) WEST OF THE CENTER OF THE MOST
 AC5711'WESTERLY ENTRANCE ROAD LEADING TO THE DEPARTMENT OF TRANSPORTATION
 AC5711'OFFICE, 14.4 M (47.2 FT) NORTHWEST OF THE CENTER OF A U.S.  HIGHWAY 80
 AC5711'SERVICE ROAD, 10.9 M (35.8 FT) NORTH OF A FIRE HYDRANT, 10.7 M (35.1
 AC5711'FT) NORTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE
 AC5711'THE LEVEL OF THE SERVICE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AC5711'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC5711'SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL AND
 AC5711'ANCHORED.
 AC5711
 AC5711                          STATION RECOVERY (1997)
 AC5711
 AC5711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC5711'IN ODESSA, 34.2 M (112.2 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 AC5711'DEPARTMENT OF TRANSPORTATION CONSTRUCTION LABORATORY (BUILDING 2) AT
 AC5711'3901 EAST HIGHWAY 80, 36.8 M (120.7 FT) WEST OF THE CENTER OF THE MOST
 AC5711'WESTERLY ENTRANCE ROAD LEADING TO THE DEPARTMENT OF TRANSPORTATION
 AC5711'OFFICE, 14.4 M (47.2 FT) NORTHWEST OF THE CENTER OF A U.S.  HIGHWAY 80
 AC5711'SERVICE ROAD, 10.9 M (35.8 FT) NORTH OF A FIRE HYDRANT, 10.7 M (35.1
 AC5711'FT) NORTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE
 AC5711'THE LEVEL OF THE SERVICE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AC5711'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC5711'SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL AND
 AC5711'ANCHORED.
 AC5711
 AC5711                          STATION RECOVERY (2002)
 AC5711
 AC5711'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 AC5711'RECOVERED IN GOOD CONDITION.
 AC5711
 AC5711                          STATION RECOVERY (2002)
 AC5711
 AC5711'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AC5711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5710 ***********************************************************************
 AC5710  DESIGNATION -  ODS5 B
 AC5710  PID         -  AC5710
 AC5710  STATE/COUNTY-  TX/ECTOR
 AC5710  USGS QUAD   -  ODESSA NE (1981)
 AC5710
 AC5710                         *CURRENT SURVEY CONTROL
 AC5710  ___________________________________________________________________
 AC5710* NAD 83(1993)-  31 52 33.18105(N)    102 18 42.03568(W)     ADJUSTED  
 AC5710* NAVD 88     -       876.854  (meters)    2876.81   (feet)  ADJUSTED  
 AC5710  ___________________________________________________________________
 AC5710  X           -  -1,156,143.749 (meters)                     COMP
 AC5710  Y           -  -5,297,367.033 (meters)                     COMP
 AC5710  Z           -   3,349,202.415 (meters)                     COMP
 AC5710  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 AC5710  ELLIP HEIGHT-         852.77  (meters)          (10/23/00) GPS OBS
 AC5710  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AC5710  DYNAMIC HT  -         875.610 (meters)    2872.73  (feet)  COMP
 AC5710  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 AC5710
 AC5710  HORZ ORDER  -  B
 AC5710  VERT ORDER  -  FIRST     CLASS II
 AC5710  ELLP ORDER  -  FOURTH    CLASS II
 AC5710
 AC5710.This is a reference station for the ODESSA RRP
 AC5710.National Continuously Operating Reference Station (ODS5).
 AC5710
 AC5710.The horizontal coordinates were established by GPS observations
 AC5710.and adjusted by the National Geodetic Survey in December 1997..
 AC5710
 AC5710.The orthometric height was determined by differential leveling
 AC5710.and adjusted by the National Geodetic Survey in July 2002..
 AC5710
 AC5710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5710
 AC5710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5710
 AC5710.The ellipsoidal height was determined by GPS observations
 AC5710.and is referenced to NAD 83.
 AC5710
 AC5710.The geoid height was determined by GEOID03.
 AC5710
 AC5710.The dynamic height is computed by dividing the NAVD 88
 AC5710.geopotential number by the normal gravity value computed on the
 AC5710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5710.degrees latitude (g = 980.6199 gals.).
 AC5710
 AC5710.The modeled gravity was interpolated from observed gravity values.
 AC5710
 AC5710;                    North         East     Units Scale Factor Converg.
 AC5710;SPC TX C     - 3,246,578.724   512,818.986   MT  0.99999801   -1 01 08.3
 AC5710;SPC TX C     -10,651,483.70  1,682,473.62   sFT  0.99999801   -1 01 08.3
 AC5710;UTM  13      - 3,529,830.482   754,309.558   MT  1.00039769   +1 25 13.5
 AC5710
 AC5710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5710!SPC TX C     -   0.99986612  x   0.99999801  =   0.99986413
 AC5710!UTM  13      -   0.99986612  x   1.00039769  =   1.00026375
 AC5710
 AC5710                          SUPERSEDED SURVEY CONTROL
 AC5710
 AC5710  ELLIP H (12/16/97)  852.79   (m)                       GP(       ) 2 2
 AC5710  NAVD 88 (12/16/97)  876.85   (m)         2876.8    (f) LEVELING    3  
 AC5710
 AC5710.Superseded values are not recommended for survey control.
 AC5710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5710.See file dsdata.txt to determine how the superseded data were derived.
 AC5710
 AC5710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR5431029830(NAD 83)
 AC5710_MARKER: I = METAL ROD
 AC5710_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5710_STAMPING: ODS5 B 1996
 AC5710_MARK LOGO: NGS   
 AC5710_PROJECTION: FLUSH
 AC5710_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5710+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1997
 AC5710_ROD/PIPE-DEPTH: 6.6  meters
 AC5710_SLEEVE-DEPTH  : 0.9 meters
 AC5710
 AC5710  HISTORY     - Date     Condition        Report By
 AC5710  HISTORY     - 1996     MONUMENTED       NGS
 AC5710  HISTORY     - 19970226 GOOD             NGS
 AC5710
 AC5710                          STATION DESCRIPTION
 AC5710
 AC5710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5710'IN ODESSA, 39.9 M (130.9 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 AC5710'DEPARTMENT OF TRANSPORTATION MAINTENANCE OFFICE AT 2201 EAST LOOP 338,
 AC5710'49.2 M (161.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 AC5710'THE LOOP, 25.2 M (82.7 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO THE
 AC5710'MAINTENANCE YARD, 1.7 M (5.6 FT) EAST OF A WITNESS POST AND THE EAST
 AC5710'END OF A PARKING LOT, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AC5710'PARKING LOT.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC5710'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AC5710'MARK.
 AC5710
 AC5710                          STATION RECOVERY (1997)
 AC5710
 AC5710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC5710'IN ODESSA, 39.9 M (130.9 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 AC5710'DEPARTMENT OF TRANSPORTATION MAINTENANCE OFFICE AT 2201 EAST LOOP 338,
 AC5710'49.2 M (161.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 AC5710'THE LOOP, 25.2 M (82.7 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO THE
 AC5710'MAINTENANCE YARD, 1.7 M (5.6 FT) EAST OF A WITNESS POST AND THE EAST
 AC5710'END OF A PARKING LOT, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AC5710'PARKING LOT.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC5710'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AC5710'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5879 ***********************************************************************
 AW5879  DESIGNATION -  OFFATTS 1933
 AW5879  PID         -  AW5879
 AW5879  STATE/COUNTY-  TX/GALVESTON
 AW5879  USGS QUAD   -  GALVESTON (1994)
 AW5879
 AW5879                         *CURRENT SURVEY CONTROL
 AW5879  ___________________________________________________________________
 AW5879* NAD 83(1993)-  29 16 20.21640(N)    094 52 21.97675(W)     ADJUSTED  
 AW5879* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5879  ___________________________________________________________________
 AW5879  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW5879  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW5879
 AW5879  HORZ ORDER  -  THIRD
 AW5879
 AW5879.The horizontal coordinates were established by classical geodetic methods
 AW5879.and adjusted by the National Geodetic Survey in February 1996..
 AW5879
 AW5879.The orthometric height was scaled from a topographic map.
 AW5879
 AW5879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5879
 AW5879.The geoid height was determined by GEOID03.
 AW5879
 AW5879;                    North         East     Units Scale Factor Converg.
 AW5879;SPC TXSC     - 4,166,549.219 1,000,956.352   MT  0.99986384   +2 01 19.1
 AW5879;SPC TXSC     -13,669,753.56  3,283,970.96   sFT  0.99986384   +2 01 19.1
 AW5879;UTM  15      - 3,239,607.044   318,055.260   MT  1.00000850   -0 54 57.5
 AW5879
 AW5879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5879!SPC TXSC     -   1.00000402  x   0.99986384  =   0.99986786
 AW5879!UTM  15      -   1.00000402  x   1.00000850  =   1.00001252
 AW5879
 AW5879:                Primary Azimuth Mark                     Grid Az
 AW5879:SPC TXSC     -  GALVESTON MOODYS PRESS TANK              063 12 08.9
 AW5879:UTM  15      -  GALVESTON MOODYS PRESS TANK              066 08 25.5
 AW5879
 AW5879|---------------------------------------------------------------------|
 AW5879| PID    Reference Object                     Distance      Geod. Az  |
 AW5879|                                                           dddmmss.s |
 AW5879| AW5896 GALVESTON MOODYS PRESS TANK         APPROX. 5.5 KM 0651328.0 |
 AW5879| AW5985 GALVESTON FREEPORT RNG F F LT       APPROX. 4.8 KM 2942315.0 |
 AW5879| AW5980 GALVESTON FREEPORT RNG E F LT       APPROX. 2.4 KM 2974556.5 |
 AW5879| AW5984 GALVESTON FREEPORT RNG F R LT       APPROX. 4.1 KM 3010338.4 |
 AW5879| AW5977 GALVESTON FREEPORT RNG E R LT       APPROX. 1.7 KM 3025330.1 |
 AW5879| AW5948 OFFATTS 1933 OFFSET                   8.294 METERS 34735     |
 AW5879|---------------------------------------------------------------------|
 AW5879
 AW5879                          SUPERSEDED SURVEY CONTROL
 AW5879
 AW5879  NAD 83(1986)-  29 16 20.23085(N)    094 52 21.95722(W) AD(       ) 3
 AW5879  NAD 27      -  29 16 19.37587(N)    094 52 21.24775(W) AD(       ) 3
 AW5879
 AW5879.Superseded values are not recommended for survey control.
 AW5879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5879.See file dsdata.txt to determine how the superseded data were derived.
 AW5879
 AW5879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1805539607(NAD 83)
 AW5879_MARKER: DS = TRIANGULATION STATION DISK
 AW5879_SETTING: 0 = UNSPECIFIED SETTING
 AW5879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5879+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AW5879
 AW5879  HISTORY     - Date     Condition        Report By
 AW5879  HISTORY     - 1933     MONUMENTED       CGS
 AW5879  HISTORY     - 1939     GOOD             CGS
 AW5879  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW5879  HISTORY     - 1951     GOOD             SUNOCO
 AW5879  HISTORY     - 1960     GOOD             HLPCO
 AW5879  HISTORY     - 1960     GOOD             CGS
 AW5879  HISTORY     - 1960     GOOD             CGS
 AW5879  HISTORY     - 1963     GOOD             CGS
 AW5879  HISTORY     - 1966     GOOD             CGS
 AW5879  HISTORY     - 1987     GOOD             USPSQD
 AW5879  HISTORY     - 1987     GOOD             USPSQD
 AW5879  HISTORY     - 19890614 GOOD             USPSQD
 AW5879  HISTORY     - 19971018 POOR             USPSQD
 AW5879  HISTORY     - 19990522 POOR             USPSQD
 AW5879  HISTORY     - 20031215 POOR             USPSQD
 AW5879  HISTORY     - 20050131 GOOD             USPSQD
 AW5879
 AW5879                          STATION DESCRIPTION
 AW5879
 AW5879'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5879'LOCATED ABOUT 3-1/2 MILES W OF GALVESTON, ON THE S SHORE
 AW5879'OF OFFATTS BAYOU, 250 METERS SW OF THE MOUTH OF BURROUGHS
 AW5879'BAYOU, 50 METERS INLAND FROM THE S SHORE OF OFFATTS BAYOU,
 AW5879'9.8 METERS S OF AN E-W WIRE FENCE, AND 114 METERS W OF A
 AW5879'N-S ROAD LEADING TO THE BAY SHORE.
 AW5879'
 AW5879'BEARINGS FOLLOW--W POINT OF WEST BAY POINT S 45 DEG E.
 AW5879'GALVESTON CAUSEWAY DRAWBRIDGE S 24 DEG 30 MIN E.  SANTA
 AW5879'FE BUILDING S 62 DEG W.  CITY PARTY SOCIAL CLUBHOUSE N 15
 AW5879'
 AW5879'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW5879'IN CONCRETE.
 AW5879'
 AW5879'NO REFERENCE MARK WAS SET.
 AW5879'
 AW5879'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 AW5879
 AW5879                          STATION RECOVERY (1939)
 AW5879
 AW5879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5879'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5879'
 AW5879'TO REACH STATION FROM THE INTERSECTION OF SIXTY-FIRST STREET
 AW5879'AND AVENUE P 1/2, GO W ON AVENUE P 1/2 FOR 1.4 MILES TO A
 AW5879'T-ROAD ON THE N JUST W OF MUNICIPAL GOLF COURSE.  TURN N
 AW5879'ON DIRT ROAD AND FOLLOW WINDING ROAD AROUND FORT CROCKETT
 AW5879'AIR FIELD PAST THE GALVESTON RIFLE AND PISTOL CLUB INC. 0.9
 AW5879'MILE TO BRIDGE OVER BAYOU.  CROSS BRIDGE AND CONTINUE ON
 AW5879'SHELL ROAD 0.3 MILE TO THE BAY SHORE.  TURN W ALONG FENCELINE
 AW5879'115 METERS TO STATION IN FIELD TO THE S.
 AW5879
 AW5879                          STATION RECOVERY (1947)
 AW5879
 AW5879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5879'NOT RECOVERED.  A THOROUGH SEARCH WAS MADE IN THE VICINITY
 AW5879'OF THE STATION BY A TWO MAN PARTY BUT THE STATION COULD NOT BE
 AW5879'FOUND.
 AW5879
 AW5879                          STATION RECOVERY (1951)
 AW5879
 AW5879'RECOVERY NOTE BY SUN OIL COMPANY 1951
 AW5879'STATION RECOVERED IN GOOD CONDITION.  STATION CANNOT BE
 AW5879'REACHED BY OLD DESCRIPTION BECAUSE OF CHANGES IN THIS AREA.
 AW5879'NEW TO REACH IS AS FOLLOWS--
 AW5879'
 AW5879'TO REACH STATION FROM THE INTERSECTION OF SIXTH-FIRST STREET
 AW5879'AND AVENUE S, GO SW ON AVENUE S FOR 1-1/2 MILES, THEN LEFT
 AW5879'AROUND THE OUTSIDE OF FENCE OF THE MUNICIPAL AIR FIELD TO
 AW5879'THE FIRST T-ROAD NW, GO STRAIGHT ON ROAD NW FOR 1.6 MILES
 AW5879'TO THE INTERSECTION OF WEST BAY AND OFFATTS BAYOU, THEN
 AW5879'TURN N ALONG BAY SHORE FOR APPROXIMATELY 1200 FEET TO OLD
 AW5879'SHELL ROAD THAT LEADS FROM AIR STRIP TO THE BAY SHORE, THEN
 AW5879'USE DISTANCES FROM ROAD AND FENCE FROM OLD DESCRIPTION.  THE
 AW5879'STATION IS APPROXIMATELY 1000 FEET NW OF THE OLD ARMY CRASH
 AW5879'BASIN.
 AW5879
 AW5879                          STATION RECOVERY (1960)
 AW5879
 AW5879'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1960 (JMC)
 AW5879'STATION RECOVERED IN GOOD CONDITION.
 AW5879
 AW5879                          STATION RECOVERY (1960)
 AW5879
 AW5879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFV)
 AW5879'STATION SEARCHED FOR BUT NOT RECOVERED.  STATION MAY STILL
 AW5879'EXIST BUT ORIGINAL REFERENCE MEASUREMENTS ARE OF NO VALUE.
 AW5879'AN EXTENSIVE SEARCH WOULD BE REQUIRED TO DETERMINE IF STATION
 AW5879'STILL EXISTS.  AREA IS NOW CLOSE TO BEACH AND OVERGROWN
 AW5879'WITH HIGH GRASS.
 AW5879
 AW5879                          STATION RECOVERY (1960)
 AW5879
 AW5879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5879'STATION RECOVERED IN GOOD CONDITION.  TWO NEW REFERENCE
 AW5879'MARKS WERE ESTABLISHED.  REVISED DESCRIPTION FOLLOWS.  LOCATED
 AW5879'ABOUT 3.5 MILES WEST OF GALVESTON, ON THE SOUTH SHORE OF
 AW5879'OFFATTS BAYOU, AT GALVESTON MUNICIPAL AIRPORT, 416.0 FEET
 AW5879'WEST OF AN ABANDONED SHELL ROAD, 123.0 FEET SOUTH OF THE
 AW5879'SHORELINE OF THE BAYOU, 59.0 FEET EAST OF A NORTH-SOUTH
 AW5879'FENCE (AT END OF ROAD) AND 1.5 FEET NORTH OF A WITNESS POST.
 AW5879'A STANDARD DISK STAMPED OFFATTS 1933 IN TOP OF A CONCRETE
 AW5879'MONUMENT WHICH PROJECTS 1 INCH.
 AW5879'
 AW5879'R.M. 1 IS SOUTHEAST OF THE STATION.  IT IS 83.8 FEET EAST
 AW5879'OF NORTH SOUTH FENCE LINE.  IT IS MARKED BY A STANDARD DISK,
 AW5879'STAMPED OFFATTS NO 1, 1933, SET IN THE TOP OF A 10 INCH
 AW5879'ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 AW5879'GROUND.
 AW5879'
 AW5879'R.M. 2 IS NORTHWEST OF THE STATION.  IT IS 3.0 FEET EAST
 AW5879'OF THE NORTH-SOUTH FENCE LINE, AT A FENCE CORNER, AND NEAR
 AW5879'THE NORTH EDGE OF ROAD WHERE IT STOPS AT FENCE LINE.  IT
 AW5879'IS MARKED BY A STANDARD DISK, STAMPED OFFATTS NO 2 1933,
 AW5879'SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT WHICH
 AW5879'PROJECTS 2 INCHES ABOVE THE GROUND.
 AW5879'
 AW5879'TO REACH FROM THE INTERSECTION OF 61ST. STREET AND AVENUE
 AW5879'S IN THE WEST PART OF GALVESTON, GO SOUTHWEST ON AVENUE
 AW5879'S 1.1 MILES TO THE ENTRANCE TO THE MUNICIPAL AIRPORT, BEAR
 AW5879'LEFT FOLLOWING FENCE AROUND AIRPORT 1.7 MILES TO A ROAD
 AW5879'RIGHT, TURN RIGHT 1.5 MILES TO A CROSS ROADS JUST SOUTH
 AW5879'OF THE BAYOU, TURN RIGHT 0.15 MILES TO THE END OF ROAD AND
 AW5879'THE STATION STRAIGHT AHEAD.
 AW5879
 AW5879                          STATION RECOVERY (1963)
 AW5879
 AW5879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5879'RECOVERED IN GOOD CONDITION.  THE 1960 RECOVERY NOTE BY
 AW5879'J.K.W. IS ADEQUATE
 AW5879
 AW5879                          STATION RECOVERY (1966)
 AW5879
 AW5879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 AW5879'STATION RECOVERED IN GOOD CONDITION.
 AW5879'
 AW5879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 AW5879'WEST
 AW5879
 AW5879                          STATION RECOVERY (1987)
 AW5879
 AW5879'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW5879'RECOVERED IN GOOD CONDITION.
 AW5879
 AW5879                          STATION RECOVERY (1987)
 AW5879
 AW5879'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW5879'RECOVERED IN GOOD CONDITION.
 AW5879
 AW5879                          STATION RECOVERY (1989)
 AW5879
 AW5879'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW5879'RECOVERED IN GOOD CONDITION.
 AW5879
 AW5879                          STATION RECOVERY (1997)
 AW5879
 AW5879'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5879'MARK RECOVERED IN POOR CONDITION.
 AW5879
 AW5879                          STATION RECOVERY (1999)
 AW5879
 AW5879'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5879'MARK RECOVERED IN POOR CONDITION.
 AW5879
 AW5879                          STATION RECOVERY (2003)
 AW5879
 AW5879'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5879'ALL WITNESS POST ARE ROTTED OFF AS THE MARK IS UNDER WATER AT
 AW5879'HIGHTIDE. THE MARK IS STICKING OUT OF THE WATER ABOUT 12 INCHES AT THE
 AW5879'TIME OF INVESTIGATION ON DECEMBER 15 2003.
 AW5879
 AW5879                          STATION RECOVERY (2005)
 AW5879
 AW5879'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0697 ***********************************************************************
 EN0697  DESIGNATION -  OGDEN
 EN0697  PID         -  EN0697
 EN0697  STATE/COUNTY-  TX/COTTLE
 EN0697  USGS QUAD   -  TRIANGLE RANCH (1981)
 EN0697
 EN0697                         *CURRENT SURVEY CONTROL
 EN0697  ___________________________________________________________________
 EN0697* NAD 83(1993)-  34 05 04.00620(N)    100 05 21.24675(W)     ADJUSTED  
 EN0697* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 EN0697  ___________________________________________________________________
 EN0697  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 EN0697  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EN0697
 EN0697  HORZ ORDER  -  THIRD
 EN0697
 EN0697.The horizontal coordinates were established by classical geodetic methods
 EN0697.and adjusted by the National Geodetic Survey in February 1996..
 EN0697
 EN0697.The orthometric height was scaled from a topographic map.
 EN0697
 EN0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0697
 EN0697.The geoid height was determined by GEOID03.
 EN0697
 EN0697;                    North         East     Units Scale Factor Converg.
 EN0697;SPC TXNC     - 2,269,233.666   453,324.756   MT  1.00003498   -0 52 00.3
 EN0697;SPC TXNC     - 7,444,977.45  1,487,282.97   sFT  1.00003498   -0 52 00.3
 EN0697;UTM  14      - 3,772,054.615   399,508.867   MT  0.99972448   -0 36 37.7
 EN0697
 EN0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0697!SPC TXNC     -   0.99991758  x   1.00003498  =   0.99995255
 EN0697!UTM  14      -   0.99991758  x   0.99972448  =   0.99964208
 EN0697
 EN0697|---------------------------------------------------------------------|
 EN0697| PID    Reference Object                     Distance      Geod. Az  |
 EN0697|                                                           dddmmss.s |
 EN0697| CX7853 OGDEN RM 1                           13.655 METERS 07241     |
 EN0697| CX7854 OGDEN RM 2                           10.238 METERS 24545     |
 EN0697| CX7852 OGDEN AZ MK                                        2511116.2 |
 EN0697|---------------------------------------------------------------------|
 EN0697
 EN0697                          SUPERSEDED SURVEY CONTROL
 EN0697
 EN0697  NAD 83(1993)-  34 05 04.00727(N)    100 05 21.24679(W) AD(       ) 3
 EN0697  NAD 83(1986)-  34 05 04.01210(N)    100 05 21.23888(W) AD(       ) 3
 EN0697  NAD 27      -  34 05 03.73556(N)    100 05 19.85310(W) AD(       ) 3
 EN0697
 EN0697.Superseded values are not recommended for survey control.
 EN0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0697.See file dsdata.txt to determine how the superseded data were derived.
 EN0697
 EN0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC9950972055(NAD 83)
 EN0697_MARKER: DS = TRIANGULATION STATION DISK
 EN0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0697
 EN0697  HISTORY     - Date     Condition        Report By
 EN0697  HISTORY     - 1967     MONUMENTED       CGS
 EN0697
 EN0697                          STATION DESCRIPTION
 EN0697
 EN0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0697'THE STATION IS ABOUT 22 MILES WEST-NORTHWEST OF CROWELL, 13-1/2
 EN0697'MILES EAST-NORTHEAST OF PADUCAH AND ON THE SOUTH RIGHT-OF-WAY OF
 EN0697'U.S. HIGHWAY 70.
 EN0697'
 EN0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83, 62 AND
 EN0697'70 IN PADUCAH, GO EAST-NORTHEAST ON HIGHWAY 70 FOR 3.75 MILES TO THE
 EN0697'JUNCTION WITH FARM ROAD 104, CONTINUE ON THE HIGHWAY FOR 2.85 MILES
 EN0697'TO A ROAD SIDE PARK ON THE RIGHT.  CONTINUE EAST-NORTHEAST ON THE
 EN0697'HIGHWAY FOR 4.95 MILES TO FARM ROAD 2564 ON THE LEFT, CONTINUE
 EN0697'ON THE HIGHWAY FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EN0697'CONTINUE ON THE HIGHWAY FOR 1.15 MILES TO THE STATION ON THE
 EN0697'RIGHT.
 EN0697'
 EN0697'STATION MARK IS A STANDARD DISK, STAMPED OGDEN 1967, SET IN THE TOP
 EN0697'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS 12 INCHES
 EN0697'BELOW THE GROUND SURFACE.  IT IS 59.0 FEET SOUTH OF THE CENTERLINE
 EN0697'OF U.S. HIGHWAY 70, 52.0 FEET EAST OF THE CENTERLINE OF A FIELD
 EN0697'ENTRANCE ROAD, 39.6 FEET EAST OF AN EAST GATE POST, 3.0 FEET
 EN0697'NORTH OF A WITNESS POST AND 3.3 FEET NORTH OF AN EAST-WEST FENCE.
 EN0697'THE UNDERGROUND MARK IS 44 INCHES BELOW THE GROUND SURFACE.
 EN0697'
 EN0697'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OGDEN NO 1 1967, SET
 EN0697'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0697'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 61.5 FEET SOUTH OF THE
 EN0697'CENTERLINE OF THE HIGHWAY AND 1.0 FEET NORTH OF THE FENCE.  THE
 EN0697'DISTANCE FROM THE AXIS OF TELESCOPE IS 45.10 FEET, 13.747 METERS.
 EN0697'
 EN0697'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OGDEN NO 2 1967, SET
 EN0697'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0697'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 62.0 FEET SOUTH OF THE
 EN0697'CENTERLINE OF THE HIGHWAY, 18.0 FEET EAST OF THE CENTERLINE OF THE
 EN0697'FIELD ENTRANCE ROAD, 6.0 FEET EAST OF THE EAST GATE POST AND 1.0
 EN0697'FEET SOUTH OF THE FENCE.  THE DISTANCE FROM THE AXIS OF
 EN0697'TELESCOPE IS 34.04 FEET, 10.375 METERS.
 EN0697'
 EN0697'AZIMUTH MARK IS A STANDARD DISK, STAMPED OGDEN 1967, SET IN THE TOP
 EN0697'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 EN0697'INCHES ABOVE THE GROUND.  IT IS 58.0 FEET NORTH OF THE CENTERLINE
 EN0697'OF U.S. HIGHWAY 70, 1.8 FEET EAST OF A WITNESS POST AND 1.0 FEET
 EN0697'SOUTH OF AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1489 ***********************************************************************
 DN1489  DESIGNATION -  OGLE
 DN1489  PID         -  DN1489
 DN1489  STATE/COUNTY-  TX/JACK
 DN1489  USGS QUAD   -  SELMA (1978)
 DN1489
 DN1489                         *CURRENT SURVEY CONTROL
 DN1489  ___________________________________________________________________
 DN1489* NAD 83(1993)-  33 27 22.53103(N)    097 59 22.30078(W)     ADJUSTED  
 DN1489* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 DN1489  ___________________________________________________________________
 DN1489  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DN1489  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DN1489
 DN1489  HORZ ORDER  -  THIRD
 DN1489
 DN1489.The horizontal coordinates were established by classical geodetic methods
 DN1489.and adjusted by the National Geodetic Survey in February 1996..
 DN1489
 DN1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1489
 DN1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1489
 DN1489.The geoid height was determined by GEOID03.
 DN1489
 DN1489;                    North         East     Units Scale Factor Converg.
 DN1489;SPC TXNC     - 2,198,565.089   647,453.148   MT  0.99989748   +0 16 42.3
 DN1489;SPC TXNC     - 7,213,125.63  2,124,185.87   sFT  0.99989748   +0 16 42.3
 DN1489;UTM  14      - 3,702,326.221   593,907.174   MT  0.99970872   +0 33 25.6
 DN1489
 DN1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1489!SPC TXNC     -   0.99994687  x   0.99989748  =   0.99984435
 DN1489!UTM  14      -   0.99994687  x   0.99970872  =   0.99965560
 DN1489
 DN1489                          SUPERSEDED SURVEY CONTROL
 DN1489
 DN1489  NAD 83(1993)-  33 27 22.53289(N)    097 59 22.29809(W) AD(       ) 3
 DN1489  NAD 83(1986)-  33 27 22.53434(N)    097 59 22.28702(W) AD(       ) 3
 DN1489  NGVD 29 (07/26/91)  365.7    (m)         1200.     (f) VERT ANG       
 DN1489
 DN1489.Superseded values are not recommended for survey control.
 DN1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1489.See file dsdata.txt to determine how the superseded data were derived.
 DN1489
 DN1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9390702326(NAD 83)
 DN1489_MARKER: DS = TRIANGULATION STATION DISK
 DN1489_SETTING: 0 = UNSPECIFIED SETTING
 DN1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1489
 DN1489  HISTORY     - Date     Condition        Report By
 DN1489  HISTORY     - 1958     MONUMENTED       USGS
 DN1489
 DN1489                          STATION DESCRIPTION
 DN1489
 DN1489'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1489'STATION IS ABOUT 11.0 MI. SW. OF BOWIE, TEXAS, AND 2.0 MI. SE. OF
 DN1489'NEWPORT, TEXAS, IN JACK COUNTY, ABOUT 0.1 MI. S. OF A STOCK TANK, 375
 DN1489'FT. S. OF Y-JUNCTION IN PASTURE LAND RECENTLY CLEARED OF TIMBER.
 DN1489'
 DN1489'RECOVERED BY USGS IN 1963 AND REDESCRIBED AS FOLLOWS
 DN1489'
 DN1489'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 59 AND FARM TO
 DN1489'MARKET ROAD 1125 JUST S. OF NEWPORT, GO SE. ON FARM TO MARKET ROAD
 DN1489'1125 1.3 MI. TO T-RD. AT TOP OF HILL, TURN LEFT ON DIRT RD. 0.3 MI.,
 DN1489'FOLLOW MAIN TRAVELED RD. THROUGH TWO METAL GATES 0.7 MI. TO GATE,
 DN1489'CONTINUE THROUGH GATE 0.1 MI. TO Y-RD., TAKE LEFT FORK E. 0.2 MI. TO
 DN1489'Y-RD., TAKE RIGHT FORK E. PAST OLD CAR 0.2 MI. TO DIM TRACK RD. ON
 DN1489'RIGHT, FOLLOW DIM RD. S. UP HILL 0.1 MI. TO THE STATION ON THE LEFT,
 DN1489'15 FT. E. OF RD.
 DN1489'
 DN1489'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING ABOUT
 DN1489'0.3 FT., STAMPED---OGLE ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0501 ***********************************************************************
 BO0501  DESIGNATION -  OGLESBY
 BO0501  PID         -  BO0501
 BO0501  STATE/COUNTY-  TX/CROCKETT
 BO0501  USGS QUAD   -  OGLESBY RANCH (1964)
 BO0501
 BO0501                         *CURRENT SURVEY CONTROL
 BO0501  ___________________________________________________________________
 BO0501* NAD 83(1993)-  30 53 45.75397(N)    100 59 20.99393(W)     ADJUSTED  
 BO0501* NAVD 88     -       761.     (meters)    2497.     (feet)  SCALED    
 BO0501  ___________________________________________________________________
 BO0501  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 BO0501  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 BO0501
 BO0501  HORZ ORDER  -  FIRST
 BO0501
 BO0501.The horizontal coordinates were established by classical geodetic methods
 BO0501.and adjusted by the National Geodetic Survey in February 1996..
 BO0501
 BO0501.The orthometric height was scaled from a topographic map.
 BO0501
 BO0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0501
 BO0501.The geoid height was determined by GEOID03.
 BO0501
 BO0501;                    North         East     Units Scale Factor Converg.
 BO0501;SPC TX C     - 3,136,467.174   637,305.110   MT  0.99988342   -0 20 16.1
 BO0501;SPC TX C     -10,290,226.05  2,090,891.85   sFT  0.99988342   -0 20 16.1
 BO0501;UTM  14      - 3,419,776.010   309,878.373   MT  1.00004590   -1 01 18.1
 BO0501
 BO0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0501!SPC TX C     -   0.99988415  x   0.99988342  =   0.99976758
 BO0501!UTM  14      -   0.99988415  x   1.00004590  =   0.99993004
 BO0501
 BO0501:                Primary Azimuth Mark                     Grid Az
 BO0501:SPC TX C     -  OGLESBY AZ MK                            102 00 39.0
 BO0501:UTM  14      -  OGLESBY AZ MK                            102 41 41.0
 BO0501
 BO0501|---------------------------------------------------------------------|
 BO0501| PID    Reference Object                     Distance      Geod. Az  |
 BO0501|                                                           dddmmss.s |
 BO0501| CV4984 OGLESBY AZ MK                                      1014022.9 |
 BO0501| BO0502 UNIVERSITY OF TEXAS MARK 1935        39.598 METERS 12502     |
 BO0501| CV4985 OGLESBY RM 1                         41.675 METERS 23018     |
 BO0501| CV4986 OGLESBY RM 2                         49.216 METERS 33808     |
 BO0501|---------------------------------------------------------------------|
 BO0501
 BO0501                          SUPERSEDED SURVEY CONTROL
 BO0501
 BO0501  NAD 83(1986)-  30 53 45.76276(N)    100 59 20.97922(W) AD(       ) 1
 BO0501  NAD 27      -  30 53 45.13800(N)    100 59 19.59900(W) AD(       ) 1
 BO0501
 BO0501.Superseded values are not recommended for survey control.
 BO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0501.See file dsdata.txt to determine how the superseded data were derived.
 BO0501
 BO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV0987819776(NAD 83)
 BO0501_MARKER: DD = SURVEY DISK
 BO0501_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BO0501
 BO0501  HISTORY     - Date     Condition        Report By
 BO0501  HISTORY     - 1935     MONUMENTED       CGS
 BO0501  HISTORY     - 1943     GOOD             CGS
 BO0501  HISTORY     - 1949     GOOD             LOCENG
 BO0501  HISTORY     - 1971     GOOD             USGS
 BO0501
 BO0501                          STATION DESCRIPTION
 BO0501
 BO0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0501'STATION IS LOCATED ABOUT 12-1/2 MILES N AND 12-1/2 MILES E OF
 BO0501'OZONA.  1-1/2 MILES W OF THE COUNTY LINE.  AT THE COMMON CORNER
 BO0501'OF SECTIONS 12, 13, 18, AND 19 OF THE UNIVERSITY OF TEXAS BLOCK
 BO0501'56.  ON THE SAM OGLESBY RANCH, ABOUT 1/2 MILE W AND N FROM THE
 BO0501'RANCH HOUSE, IN WHAT IS KNOWN AS THE HOUSE PASTURE.  ON THE TOP
 BO0501'OF A FLAT, ROCKY, CEDAR BRUSH-COVERED RIDGE.
 BO0501'
 BO0501'SURFACE MARK IS A BRONZE DISK CAST IN TOP OF 24- BY 20-INCH
 BO0501'CONCRETE BLOCK FLUSH WITH SURFACE OF GROUND.
 BO0501'
 BO0501'REFERENCE MARK NO. 1 IS 41.661 METERS, 136.69 FEET, SW OF STATION.
 BO0501'IT IS A BRONZE DISK SET IN A DRILL HOLE IN BEDROCK ALMOST
 BO0501'FLUSH WITH SURFACE OF GROUND.
 BO0501'
 BO0501'REFERENCE MARK NO. 2 IS 49.170 METERS, 161.34 FEET, NW OF
 BO0501'STATION.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN BEDROCK.
 BO0501'
 BO0501'UNIVERSITY OF TEXAS MARK (SECTIONS 12, 13, 18, AND 19, BLOCK 56)
 BO0501'IS 39.598 METERS, 129.91 FEET, SE OF STATION, PROJECTING 8 INCHES.
 BO0501'A TIE WAS MADE TO THE MARK.
 BO0501'
 BO0501'UNDERGROUND AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BO0501'
 BO0501'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE E OF STATION ON N-S
 BO0501'FENCE LINE.  REACHED BY GOING E ACROSS PASTURE FOR 0.3 MILE
 BO0501'TO FENCE LINE AND MARK.
 BO0501'
 BO0501'REACHED FROM THE OZONA NATIONAL BANK IN OZONA BY GOING N ON
 BO0501'STATE ROUTE 163 FOR 8.8 MILES, OR FOR 0.8 MILE AFTER PASSING
 BO0501'CROSSROADS, TO A T-ROAD RIGHT, PASS THRU WIRE GATE AND GO E
 BO0501'FOR 0.45 MILE TO RANCH HOUSE ON RIGHT (P.L. CHILDRESS, OWNER),
 BO0501'TURN LEFT (N) FOR 0.1 MILE TO BUMP GATE, PASS THRU GATE AND
 BO0501'CONTINUE STRAIGHT AHEAD (ROADS LEAD RIGHT AND LEFT FROM GATE)
 BO0501'AND FOLLOW MAIN RANCH ROAD NE AND N FOR 2.65 MILES, TAKE RIGHT
 BO0501'FORK (E) JUST AFTER PASSING THRU GATE AND FOLLOW ROAD ALONG
 BO0501'N SIDE OF FENCE FOR 2.6 MILES, PASS THRU GATE AND CONTINUE E
 BO0501'ALONG S SIDE OF FENCE FOR 0.3 MILE, THEN TAKE LEFT FORK (E)
 BO0501'AND FOLLOW ROAD E AND NE FOR 4.1 MILES, PASS THRU GATE FOR 0.1
 BO0501'MILE TO BUCKHORN RANCH HOUSE (HOME OF MR. WALTER
 BO0501'CHILDRESS).  FROM HERE FOLLOW MAIN RANCH ROAD E AND NE FOR
 BO0501'1.55 MILES TO GATE ENTERING OGLESBYS PASTURE, PASS THRU GATE
 BO0501'FOR 0.1 MILE, THEN TAKE RIGHT FORK (E) FOR 0.85 MILE TO
 BO0501'WINDMILL AND WATER TANK.  FROM HERE GO E ALONG N SIDE OF
 BO0501'FENCE FOR 0.45 MILE TO N-S ROAD, PASS THRU GATE AND GO S
 BO0501'FOR 0.65 MILE, LEAVE ROAD AND GO DUE E ACROSS PASTURE AND UP
 BO0501'DRAW FOR 0.6 MILE TO TOP OF RIDGE, SECTION CORNER MONUMENT
 BO0501'AND STATION.
 BO0501'
 BO0501'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BO0501
 BO0501                          STATION RECOVERY (1943)
 BO0501
 BO0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0501'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED,
 BO0501'AND IN GOOD CONDITION.  THE NEW MEASUREMENTS TO THE REFERENCE
 BO0501'MARKS CHECKS THE ORIGINAL ONE IN AZIMUTH AND DISTANCE.  AZIMUTH
 BO0501'MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  A NEW AND
 BO0501'EASIER METHOD OF REACHING THE STATION IS GIVEN BELOW.
 BO0501'
 BO0501'STATION IS LOCATED ABOUT 16 MILES NE OF OZONA, AND 10.5 MILES
 BO0501'NNE OF MAYER, AND ABOUT 1/2 MILE W AND N FROM SAM OGLESBYS RANCH
 BO0501'HOUSE, IN WHAT IS KNOWN AS THE HOUSE PASTURE.  ON THE TOP OF
 BO0501'A FLAT, ROCKY, CEDAR BRUSH-COVERED RIDGE.
 BO0501'
 BO0501'STATION MARK IS A BRONZE DISK CEMENTED IN A MASS OF CONCRETE,
 BO0501'FLUSH WITH THE GROUND.  IT IS 162 FEET W OF FENCE LINE.  IT IS
 BO0501'STAMPED OGLESBY 1935.
 BO0501'
 BO0501'REFERENCE MARK NO. 1 IS IN OUTCROPPING ROCK, FLUSH WITH THE
 BO0501'GROUND.  IT IS 162 FEET W OF NEW FENCE LINE.  IT IS STAMPED
 BO0501'OGLESBY NO. 1 1935.  IT IS A BRONZE REFERENCE MARK LOCATED SW OF
 BO0501'STATION.
 BO0501'
 BO0501'REFERENCE MARK NO. 2 IS A BRONZE REFERENCE-MARK DISK SET IN A
 BO0501'MASS OF POURED CONCRETE PROJECTING BEARLY ABOVE THE GROUND.
 BO0501'IT IS STAMPED OGLESBY NO. 2 1935.
 BO0501'
 BO0501'THE AZIMUTH MARK IS A BRONZE REFERENCE-MARK DISK SET IN A 10-INCH
 BO0501'SQUARE CONCRETE POST, PROJECTING 6 INCHES ABOVE THE GROUND.
 BO0501'IT IS ABOUT 0.3 MILE E OF STATION, AND 2 FEET W OF N AND S FENCE
 BO0501'LINE.  STAMPED OGLESBY AZI. 1935.
 BO0501'
 BO0501'REACHED FROM JUNCTION OF HIGHWAYS 290 AND 163, IN OZONA, BY
 BO0501'GOING EASTWARD ON U.S. HIGHWAY 290 FOR 6.8 MILES TO CROSSROADS,
 BO0501'SIGN ON RIGHT SIDE OF HIGHWAY PON SEAHORN, BUMPER GATE ON LEFT.
 BO0501'TURN LEFT, OFF HIGHWAY THROUGH BUMPER GATE AND FOLLOW GRADED ROAD
 BO0501'NORTHERLY 4.3 MILES.  KEEP STRAIGHT AHEAD ON LEFT-HAND ROAD 5.5
 BO0501'MILES.  KEEP LEFT-HAND ROAD THROUGH BUMPER GATE, TO LEFT,
 BO0501'AND W OF RANCH BUILDINGS.  CONTINUE NORTHERLY 3.6 MILES TO
 BO0501'END OF GRADED ROAD AND RANCH BUILDINGS.  TURN RIGHT TO RIGHT
 BO0501'OF RANCH HOUSE WITH PICKET FENCE, FOLLOWING TRACK ROAD NNE 0.4
 BO0501'MILE.  THENCE TAKE RIGHT FORK OF MAIN-TRAVELED ROAD JUST AFTER
 BO0501'CROSSING OVER ROCKY RIDGE, AND FOLLOW TRACK ROAD NORTHERLY 1.1
 BO0501'MILES TO CORRALS AND WINDMILL W OF OLD STONE CORRALS.  GO
 BO0501'THROUGH BOARD GATE, TURN LEFT HAND ABOUT 60 FEET THROUGH ANOTHER
 BO0501'BOARD GATE.  THEN TURN RIGHT PASSING BETWEEN LARGE CONCRETE
 BO0501'WATER TANK AND WINDMILL, FOLLOW TRACK ROAD NORTHERLY 1.6
 BO0501'MILES TO ROAD FORKS JUST AFTER PASSING THROUGH GATE.  TAKE
 BO0501'RIGHT-HAND FORK 0.4 MILE, ROAD COMES IN FROM LEFT.  KEEP
 BO0501'STRAIGHT AHEAD EASTERLY 0.8 MILE TO SAM OGLESBYS RANCH
 BO0501'BUILDINGS.  TURN LEFT BETWEEN HOUSE AND SHED, THEN FOLLOW
 BO0501'TRACK ROAD NORTHERLY ALONG LEFT AND W SIDE OF FENCE LINE 0.4
 BO0501'MILE TO JOG IN FENCE LINE.  CONTINUE 0.1 MILE.
 BO0501'
 BO0501'NOTE--AZIMUTH MARK LIES 50 YARDS E OF BUSH WITH RAG TIED IN
 BO0501'TOP, ON THE W SIDE OF N AND S FENCE LINE, ABOUT 0.1 MILE N OF
 BO0501'JOG IN FENCE, TURN LEFT OFF TRACK ROAD OPPOSITE AZIMUTH MARK
 BO0501'AND GO WESTERLY 0.3 MILE TO TOP OF FLAT RIDGE AND STATION.
 BO0501'
 BO0501'NOTE--NEW FENCE BEING BUILT 162 FEET E OF STATION.
 BO0501
 BO0501                          STATION RECOVERY (1949)
 BO0501
 BO0501'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0501'RECOVERED BY MAGNOLIA PET CO.
 BO0501'
 BO0501'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 BO0501'FOR LOCATION OF STATION NOT FOLLOWED SO ACCURACY CANNOT BE
 BO0501'VERIFIED.
 BO0501'
 BO0501'UNIVERSITY OF TEXAS MARK (SEC. 12,13,18,19,B-56) ALSO FOUND
 BO0501'IN GOOD CONDITION.
 BO0501
 BO0501                          STATION RECOVERY (1971)
 BO0501
 BO0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 BO0501'FROM THE INT. STATE HWYS. 163 AND 29 ABOUT 15 MI. N. OF OZONA,
 BO0501'AND 15 MI. S. OF BARNHART.  GO EAST ON HWY. 29 FOR 10.25 MI.
 BO0501'TO T-RD. S., TURN RIGHT, GO 0.95 MI. TO A POINT ABOUT 100 YARDS
 BO0501'EAST OF STATION.  STATION IS 162 FEET WEST OF THE N-S FENCE.
 BO0501'
 BO0501'AZ. MK. NOT SEARCHED FOR, ALL OTHER MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1329 ***********************************************************************
 BZ1329  DESIGNATION -  OGLESBY
 BZ1329  PID         -  BZ1329
 BZ1329  STATE/COUNTY-  TX/CORYELL
 BZ1329  USGS QUAD   -  OGLESBY (1994)
 BZ1329
 BZ1329                         *CURRENT SURVEY CONTROL
 BZ1329  ___________________________________________________________________
 BZ1329* NAD 83(1993)-  31 26 28.38815(N)    097 31 41.07806(W)     ADJUSTED  
 BZ1329* NAVD 88     -       275.0    (meters)     902.     (feet)  VERTCON   
 BZ1329  ___________________________________________________________________
 BZ1329  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BZ1329  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BZ1329
 BZ1329  HORZ ORDER  -  FIRST
 BZ1329
 BZ1329.The horizontal coordinates were established by classical geodetic methods
 BZ1329.and adjusted by the National Geodetic Survey in February 1996..
 BZ1329
 BZ1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1329
 BZ1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1329
 BZ1329.The geoid height was determined by GEOID03.
 BZ1329
 BZ1329;                    North         East     Units Scale Factor Converg.
 BZ1329;SPC TX C     - 3,200,082.637   966,620.466   MT  0.99991111   +1 26 41.5
 BZ1329;SPC TX C     -10,498,937.78  3,171,320.65   sFT  0.99991111   +1 26 41.5
 BZ1329;UTM  14      - 3,479,439.069   639,874.588   MT  0.99984131   +0 46 04.5
 BZ1329
 BZ1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1329!SPC TX C     -   0.99996114  x   0.99991111  =   0.99987225
 BZ1329!UTM  14      -   0.99996114  x   0.99984131  =   0.99980246
 BZ1329
 BZ1329|---------------------------------------------------------------------|
 BZ1329| PID    Reference Object                     Distance      Geod. Az  |
 BZ1329|                                                           dddmmss.s |
 BZ1329| CV4983 OGLESBY RM 2                         26.658 METERS 01040     |
 BZ1329| BZ1327 MC GREGOR OLD FAIRGRD PAVILION      APPROX.11.3 KM 0740100.9 |
 BZ1329| BZ1303 HEWITT CEMENT CO STACK              APPROX.27.3 KM 0804507.2 |
 BZ1329| BZ1326 MOODY WATER TANK                    APPROX.21.9 KM 1321911.5 |
 BZ1329| BZ1328 OGLESBY TANK                        APPROX. 3.1 KM 1390331.4 |
 BZ1329| CV4982 OGLESBY RM 1                         24.841 METERS 19658     |
 BZ1329| CV4981 OGLESBY AZ MK                                      1965924.9 |
 BZ1329| BZ1359 CORYELL CITY GERMAN CHURCH          APPROX.14.0 KM 3295646.4 |
 BZ1329|---------------------------------------------------------------------|
 BZ1329
 BZ1329                          SUPERSEDED SURVEY CONTROL
 BZ1329
 BZ1329  NAD 83(1986)-  31 26 28.39624(N)    097 31 41.06150(W) AD(       ) 1
 BZ1329  NAD 27      -  31 26 27.80000(N)    097 31 40.00200(W) AD(       ) 1
 BZ1329  NGVD 29 (07/19/86)  274.9    (m)          902.     (f) VERT ANG       
 BZ1329
 BZ1329.Superseded values are not recommended for survey control.
 BZ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1329.See file dsdata.txt to determine how the superseded data were derived.
 BZ1329
 BZ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV3987579439(NAD 83)
 BZ1329_MARKER: DS = TRIANGULATION STATION DISK
 BZ1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1329
 BZ1329  HISTORY     - Date     Condition        Report By
 BZ1329  HISTORY     - 1919     MONUMENTED       CGS
 BZ1329  HISTORY     - 1935     GOOD             CGS
 BZ1329  HISTORY     - 1937     GOOD             CGS
 BZ1329  HISTORY     - 1937     GOOD             TXHD
 BZ1329  HISTORY     - 1943     GOOD             CGS
 BZ1329  HISTORY     - 1947     GOOD             USGS
 BZ1329  HISTORY     - 19910304 MARK NOT FOUND   USGS
 BZ1329  HISTORY     - 20040315 MARK NOT FOUND   TRANS
 BZ1329
 BZ1329                          STATION DESCRIPTION
 BZ1329
 BZ1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1329'ON TOP OF A CULTIVATED HILL, ON LAND BELONGING TO JIM CAUDLE,
 BZ1329'ABOUT ONE-FOURTH MILE N OF HIS HOUSE, AND 1-1/2 MILES NW
 BZ1329'OF THE TOWN OF OGLESBY.  STATION IS ABOUT 400 TO 500 METERS
 BZ1329'(1,312 TO 1,640 FEET) N OF THE ROAD LEADING W IN FRONT OF
 BZ1329'CAUDLES HOUSE AND 5 METERS (16 FEET) E OF A TURN ROW IN THE
 BZ1329'FIELD.  SURFACE AND UNDERGROUND MARKS ARE BRONZE DISK STATION
 BZ1329'MARKS IN CONCRETE.  REFERENCE MARK
 BZ1329'IS BRONZE REFERENCE DISK IN CONCRETE, 24.85
 BZ1329'METERS (81.5 FEET) FROM THE STATION.
 BZ1329'IT IS ABOUT 4 METERS (13 FEET) W OF THE TURN ROW.
 BZ1329'STATION TO OGLESBY, FARMERS UNION GIN STACK,
 BZ1329'DISTANT ABOUT 2 MILES, IS S 39 DEG 05 MIN E.
 BZ1329'ELEVATION OF STATION, 274.9 METERS (902 FEET).
 BZ1329
 BZ1329                          STATION RECOVERY (1935)
 BZ1329
 BZ1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1329'THIS STATION WAS RECOVERED AND FOUND AS DESCRIBED.  IT IS
 BZ1329'IN GOOD CONDITION.  ALTHOUGH THE CONCRETE CARRYING THE STATION
 BZ1329'MARK HAS BECOME CRACKED, THE STATION IS APPARENTLY UNDISTURBED.
 BZ1329'THE REFERENCE MARK WAS FOUND AS DESCRIBED, AND WHILE SOME
 BZ1329'OF THE CONCRETE IS GONE, THE MARK IS UNDISTURBED.  THE REFERENCE
 BZ1329'MARK IS LOCATED ABOUT 2 METERS E OF THE DESCRIBED TURN ROW,
 BZ1329'NOT 4 METERS W OF THE TURN ROW AS DESCRIBED.  THE HOUSE
 BZ1329'DESCRIBED AS BEING OCCUPIED BY JIM CAUDLE IS STILL OWNED
 BZ1329'BY SAID JIM CAUDLE, BUT IS NOW OCCUPIED BY W.E. TERRY.  THE
 BZ1329'STATION IS ABOUT 0.4 MILE N ALONG TURN ROW FROM THE ROAD
 BZ1329'RUNNING E AND W IN FRONT OF TERRYS HOUSE.  THIS TURN ROW IS
 BZ1329'ABOUT 0.1 MILE W ALONG SAME ROAD FROM TERRYS HOUSE.
 BZ1329'TERRYS HOUSE IS EASILY REACHED BY TAKING ROAD N OUT OF
 BZ1329'OGLESBY.  THIS TURNS OFF IN TOWN BETWEEN THE BUILDING
 BZ1329'OCCUPIED BY THE WM.  CAMERON LUMBER COMPANY AND A GULF SERVICE
 BZ1329'STATION.  FOLLOW THIS ROAD N ONE BLOCK THEN W, PASS
 BZ1329'SCHOOL TO A WHITE TWO-STORY HOUSE ON S SIDE OF ROAD, DISTANCE
 BZ1329'0.6 MILE.  TAKE LANE LEADING N FOR DISTANCE 0.6 MILE, THEN
 BZ1329'TURN W AND GO 0.8 MILE TO TERRYS HOUSE.
 BZ1329
 BZ1329                          STATION RECOVERY (1937)
 BZ1329
 BZ1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 BZ1329'ABOUT 2.7 MILES BY ROAD NORTHWESTWARD OF OGLESBY.  ON PROPERTY
 BZ1329'BELONGING TO MR. JIM CLAUDLE.  0.1 MILE N OF MR. CLAUDLES
 BZ1329'HOUSE AND FARM BUILDINGS.  IN A CULTIVATED FIELD 7.5 FEET E
 BZ1329'OF TURNING ROW.
 BZ1329'
 BZ1329'THE MARK IS A U.S.C. AND G.S. BRONZE TABLET SET IN A BLOCK
 BZ1329'OF CONCRETE 12 INCHES SQUARE, PROJECTING ABOUT 2 INCHES ABOVE
 BZ1329'THE SURFACE.
 BZ1329'
 BZ1329'THE REFERENCE MARK IS A BRONZE TABLET REFERENCE MARK SET
 BZ1329'IN A BLOCK OF CONCRETE 10 INCHES SQUARE, PROJECTING 2 INCHES
 BZ1329'ABOVE THE SURFACE.  IT IS 7 FEET E FROM THE CENTER OF THE
 BZ1329'TURNING ROW AND 24.85 METERS FROM THE STATION.
 BZ1329'
 BZ1329'THE WATER TANK IN OGLESBY BEARS 130 DEG MAGNETIC.
 BZ1329'
 BZ1329'TO REACH FROM OGLESBY, GO N AND W ON LOCAL ROAD 2.1 MILES
 BZ1329'TO MR. CLAUDLES HOUSE.  CONTINUE W ON PUBLIC ROAD ABOUT 0.1
 BZ1329'MILE TO TENANT HOUSE.  THERE TURN N ONTO THE HIGHEST POINT
 BZ1329'OF THE FIELD AND STATION.
 BZ1329
 BZ1329                          STATION RECOVERY (1937)
 BZ1329
 BZ1329'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1329'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BZ1329'
 BZ1329'NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 BZ1329
 BZ1329                          STATION RECOVERY (1943)
 BZ1329
 BZ1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1329'STATION WAS RECOVERED AS DESCRIBED AND THE REFERENCE MARK WAS
 BZ1329'IN GOOD CONDITION.  THE CONCRETE STATION MARK IS BADLY CRACKED
 BZ1329'BUT OTHERWISE IT IS IN GOOD CONDITION.  THE STATION MARK IS
 BZ1329'15 PACES E OF THE CENTER LINE OF THE FARM ROAD TO THE STATION.
 BZ1329'MARK IS STAMPED OGLESBY 1919 AND IS SET FLUSH.
 BZ1329'
 BZ1329'REFERENCE MARK NO. 1 IS 4 PACES E OF THE CENTER LINE OF THE
 BZ1329'FARM ROAD AND IS STAMPED OGLESBY 1919.  IT IS SET FLUSH IN
 BZ1329'THE CULTIVATED FIELD.
 BZ1329'
 BZ1329'REFERENCE MARK NO. 2 IS SET 3 PACES E OF THE CENTER LINE OF
 BZ1329'THE FARM ROAD ON THE EDGE OF THE CULTIVATED FIELD.  MARK
 BZ1329'IS STAMPED OGLESBY NO. 2 1919 1943 AND IS FLUSH WITH THE
 BZ1329'GROUND.
 BZ1329'
 BZ1329'THE AZIMUTH MARK IS 29 PACES W OF THE NW CORNER OF THE OLD
 BZ1329'RED HOUSE MENTIONED BELOW, 8 PACES E OF THE CENTER LINE OF
 BZ1329'THE ROAD, AND 6 FEET N OF A GATE POST.  MARK IS STAMPED
 BZ1329'OGLESBY 1919 1943 AND PROJECTS ABOUT 4 INCHES.
 BZ1329'
 BZ1329'TO REACH THE STATION FROM THE COURTHOUSE IN GATESVILLE GO E
 BZ1329'ON U.S. HIGHWAY 84 FOR 13.6 MILES TO THE INTERSECTION OF
 BZ1329'SEVERAL ROADS, TURN BACK LEFT AND GO NW ON A GRAVEL ROAD FOR
 BZ1329'0.2 MILE TO A FARM ROAD RIGHT AT AN OLD RED HOUSE ON THE
 BZ1329'RIGHT, TURN RIGHT* AND GO 0.4 MILE TO THE STATION ON THE
 BZ1329'RIGHT SIDE OF THE ROAD.  THERE IS A SEMI-PERMANENT WOOD STAND
 BZ1329'OVER THE MARK.
 BZ1329'
 BZ1329'*THE AZIMUTH IS AT THIS POINT.
 BZ1329
 BZ1329                          STATION RECOVERY (1947)
 BZ1329
 BZ1329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (GNT)
 BZ1329'STATION WAS FOUND AS DESCRIBED, BUT CONCRETE AROUND TABLET
 BZ1329'IS STARTING TO DISINTEGRATE.  REMAINS OF OLD WOODEN OBSERVING
 BZ1329'TOWERS WERE FOUND.  AZIMUTH MARK WAS NOT RECOVERED AFTER
 BZ1329'CAREFUL SEARCH.  REFERENCE MARKS WERE NOT RECOVERED AFTER
 BZ1329'SLIGHT SEARCH.
 BZ1329'
 BZ1329'STATION MARK IS STAMPED OGLESBY 1919.
 BZ1329
 BZ1329                          STATION RECOVERY (1991)
 BZ1329
 BZ1329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991 (NKP)
 BZ1329'DISCUSSION WITH THE LOCAL FARMERS REVEALED THAT THEY WERE ALL AWARE OF
 BZ1329'THE EXISTENCE OF THIS MARK IN A FARMED FIELD.  THE OWNER OF THE FIELD
 BZ1329'TOOK GREAT PAINS TO PRESERVE IT BUT WHEN HE GOT TOO OLD TO FARM AND
 BZ1329'LEASED THE LAND, THE MARK WAS DESTROYED BY FARM EQUIPMENT AND NOW
 BZ1329'RESIDES IN SOMEONES GARAGE.  AN UNSUCCESSFUL ATEMPT WAS MADE TO REACH
 BZ1329'THE PERSON WHO NOW HAS IT IN HIS GARAGE.  ALSO, THE DESCRIBED AREA WAS
 BZ1329'SEARCHED AND NO EVIDENCE OF THE MARK COULD BE FOUND, JUST A PLOWED
 BZ1329'FIELD.  SEARCHED FOR NOT FOUND.
 BZ1329
 BZ1329                          STATION RECOVERY (2004)
 BZ1329
 BZ1329'RECOVERY NOTE BY TRANSYSTEMS 2004 (MJB)
 BZ1329'LOCATION OF MONUMENT HAS BEEN HEAVILY CULTIVATED AND STRUCTURES HAVE
 BZ1329'BEEN BUILT USED GEODETIC COORDS TO LOOK FOR MONUMENT BUT NOTHING IN
 BZ1329'THE AREA HEAVILY DISTURBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1328 ***********************************************************************
 BZ1328  DESIGNATION -  OGLESBY TANK
 BZ1328  PID         -  BZ1328
 BZ1328  STATE/COUNTY-  TX/CORYELL
 BZ1328  USGS QUAD   -  OGLESBY (1994)
 BZ1328
 BZ1328                         *CURRENT SURVEY CONTROL
 BZ1328  ___________________________________________________________________
 BZ1328* NAD 83(1993)-  31 25 12.04960(N)    097 30 23.86181(W)     ADJUSTED  
 BZ1328* NAVD 88     -                                                        
 BZ1328  ___________________________________________________________________
 BZ1328  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BZ1328  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BZ1328
 BZ1328  HORZ ORDER  -  THIRD
 BZ1328
 BZ1328.The horizontal coordinates were established by classical geodetic methods
 BZ1328.and adjusted by the National Geodetic Survey in February 1996..
 BZ1328
 BZ1328
 BZ1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1328
 BZ1328.The geoid height was determined by GEOID03.
 BZ1328
 BZ1328;                    North         East     Units Scale Factor Converg.
 BZ1328;SPC TX C     - 3,197,784.052   968,718.339   MT  0.99990834   +1 27 21.3
 BZ1328;SPC TX C     -10,491,396.51  3,178,203.42   sFT  0.99990834   +1 27 21.3
 BZ1328;UTM  14      - 3,477,116.003   641,945.016   MT  0.99984851   +0 46 43.1
 BZ1328
 BZ1328                          SUPERSEDED SURVEY CONTROL
 BZ1328
 BZ1328  NAD 83(1986)-  31 25 12.05772(N)    097 30 23.84528(W) AD(       ) 4
 BZ1328  NAD 27      -  31 25 11.45800(N)    097 30 22.78700(W) AD(       ) 3
 BZ1328
 BZ1328.Superseded values are not recommended for survey control.
 BZ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1328.See file dsdata.txt to determine how the superseded data were derived.
 BZ1328
 BZ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV4194577116(NAD 83)
 BZ1328_MARKER: 53 = ELEVATED TANK
 BZ1328
 BZ1328  HISTORY     - Date     Condition        Report By
 BZ1328  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1328  HISTORY     - 1957     GOOD             AMS
 BZ1328
 BZ1328                          STATION DESCRIPTION
 BZ1328
 BZ1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1328'THIS INTERSECTION STATION IS THE TANK LOCATED ON THE N EDGE
 BZ1328'OF THE VILLAGE OF OGLESBY.  IT IS A WOODEN TANK SUPPORTED
 BZ1328'ON 4 STEEL LEGS.  THE POINT OBSERVED WAS THE BALL AT THE
 BZ1328'APEX OF THE ROOF.  HEIGHT ABOUT 75 FEET.
 BZ1328
 BZ1328                          STATION RECOVERY (1957)
 BZ1328
 BZ1328'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1328'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0347 ***********************************************************************
 BA0347  DESIGNATION -  OHTWO
 BA0347  PID         -  BA0347
 BA0347  STATE/COUNTY-  TX/BREWSTER
 BA0347  USGS QUAD   -  DUFF SPRINGS (1983)
 BA0347
 BA0347                         *CURRENT SURVEY CONTROL
 BA0347  ___________________________________________________________________
 BA0347* NAD 83(1993)-  29 53 42.96219(N)    103 39 07.68280(W)     ADJUSTED  
 BA0347* NAVD 88     -      1201.964  (meters)    3943.44   (feet)  POSTED    
 BA0347  ___________________________________________________________________
 BA0347  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BA0347  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 BA0347  DYNAMIC HT  -        1199.980 (meters)    3936.93  (feet)  COMP
 BA0347  MODELED GRAV-     978,949.1   (mgal)                       NAVD 88
 BA0347
 BA0347  HORZ ORDER  -  SECOND
 BA0347  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0347
 BA0347.The horizontal coordinates were established by classical geodetic methods
 BA0347.and adjusted by the National Geodetic Survey in February 1996..
 BA0347
 BA0347.The orthometric height was determined by differential leveling
 BA0347.and adjusted by the National Geodetic Survey in 1992..
 BA0347.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0347.rate of 2.1 thru 3.0 mm/km.
 BA0347
 BA0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0347
 BA0347.The geoid height was determined by GEOID03.
 BA0347
 BA0347.The dynamic height is computed by dividing the NAVD 88
 BA0347.geopotential number by the normal gravity value computed on the
 BA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0347.degrees latitude (g = 980.6199 gals.).
 BA0347
 BA0347.The modeled gravity was interpolated from observed gravity values.
 BA0347
 BA0347;                    North         East     Units Scale Factor Converg.
 BA0347;SPC TXSC     - 4,237,455.174   150,820.808   MT  0.99991092   -2 16 44.9
 BA0347;SPC TXSC     -13,902,384.18    494,817.93   sFT  0.99991092   -2 16 44.9
 BA0347;UTM  13      - 3,307,943.256   630,140.918   MT  0.99980896   +0 40 18.8
 BA0347
 BA0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0347!SPC TXSC     -   0.99981464  x   0.99991092  =   0.99972557
 BA0347!UTM  13      -   0.99981464  x   0.99980896  =   0.99962363
 BA0347
 BA0347|---------------------------------------------------------------------|
 BA0347| PID    Reference Object                     Distance      Geod. Az  |
 BA0347|                                                           dddmmss.s |
 BA0347| BA0348 OHTWO RM 1                            7.020 METERS 02615     |
 BA0347| CH9199 OHTWO AZ MK                                        2235249.0 |
 BA0347| BA0346 OHTWO RM 2                            7.798 METERS 28141     |
 BA0347|---------------------------------------------------------------------|
 BA0347
 BA0347                          SUPERSEDED SURVEY CONTROL
 BA0347
 BA0347  NAD 83(1986)-  29 53 42.95596(N)    103 39 07.68206(W) AD(       ) 2
 BA0347  NAD 27      -  29 53 42.32700(N)    103 39 06.03500(W) AD(       ) 2
 BA0347  NGVD 29 (??/??/92) 1201.478  (m)         3941.85   (f) ADJ UNCH    2 0
 BA0347
 BA0347.Superseded values are not recommended for survey control.
 BA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0347.See file dsdata.txt to determine how the superseded data were derived.
 BA0347
 BA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP3014107943(NAD 83)
 BA0347_MARKER: DB = BENCH MARK DISK
 BA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0347_STAMPING: OHTWO 1943
 BA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0347+STABILITY: SURFACE MOTION
 BA0347
 BA0347  HISTORY     - Date     Condition        Report By
 BA0347  HISTORY     - 1943     MONUMENTED       CGS
 BA0347  HISTORY     - 1958     GOOD             AMS
 BA0347  HISTORY     - 1958     GOOD             NGS
 BA0347
 BA0347                          STATION DESCRIPTION
 BA0347
 BA0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0347'STATION IS ALONG THE MAIN ROAD LEADING FROM THE ALPINE-TERLINGUA
 BA0347'HIGHWAY TO THE 02 RANCH HEADQUARTERS.  IT IS ABOUT 4 MILES W OF
 BA0347'THE HIGHWAY, AIR LINE DISTANCE, ABOUT 7 MILES NE OF THE RANCH
 BA0347'HEADQUARTERS AND ABOUT 33 MILES S OF ALPINE, IN THE FLATS ALONG
 BA0347'THE S BASE OF THE HIGH MESA COUNTRY.
 BA0347'
 BA0347'SURFACE MARK IS A BRONZE TRIANGULATION DISK, STAMPED OHTWO 1943,
 BA0347'SET IN THE TOP OF A CONCRETE CYLINDER 12 INCHES IN DIAMETER AND
 BA0347'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 16
 BA0347'PACES S OF THE S EDGE OF THE 02 RANCH ROAD.
 BA0347'
 BA0347'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 BA0347'
 BA0347'REFERENCE MARK NO. 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 BA0347'OF A CONCRETE CYLINDER, 12 INCHES IN DIAMETER AND PROJECTING 2
 BA0347'INCHES ABOVE THE GROUND.  IT IS NE OF THE STATION, AND AT THE
 BA0347'SAME ELEVATION, STAMPED OHTWO NO. 1 1943.
 BA0347'
 BA0347'REFERENCE MARK NO. 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 BA0347'CYLINDER 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES, ABOVE
 BA0347'THE GROUND.  IT IS W OF THE STATION AND AT THE SAME ELEVATION,
 BA0347'STAMPED OHTWO NO. 2 1943.
 BA0347'
 BA0347'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 BA0347'HOLE IN A ROCK OUTCROP, FLUSH WITH THE TOP OF THE SURFACE ON
 BA0347'THE HIGHEST POINT OF A LOW HILL ABOUT 1/2 MILE SW OF THE STATION
 BA0347'AND ABOUT 1/4 MILE S OF THE 02 RANCH ROAD.  IT IS STAMPED OHTWO
 BA0347'1943.
 BA0347'
 BA0347'REACHED FROM ALPINE BY GOING E FROM THE RAILROAD STATION 0.75
 BA0347'MILE TO THE GRANDVIEW COURTS.  THEN TURN RIGHT AND FOLLOW THE
 BA0347'MAIN TERLINGUA-ALPINE HIGHWAY, A GRADED ROAD, S 35.3 MILES TO
 BA0347'THE 02 MAIL BOX AND A FORKS.  TAKE THE RIGHT FORK AND FOLLOW THE
 BA0347'0.2 RANCH RD. SW 5.2 MILES.  AT THIS POINT THE ROAD CROSSES A DRY
 BA0347'WASH AND BEARS S, AWAY FROM THE MESA BASE.  CONTINUE 0.5 MILE
 BA0347'FROM THE WASH TO THE TOP OF A LOW DIVIDE AND THE STATION AT THE
 BA0347'LEFT OR S OF THE ROAD.
 BA0347
 BA0347                          STATION RECOVERY (1958)
 BA0347
 BA0347'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0347'STATION WAS RECOVERED AS DESCRIBED.
 BA0347'
 BA0347'REFERENCE MARKS 1 AND 2 WERE FOUND TO BE DESTROYED DUE TO ROAD
 BA0347'IMPROVEMENTS.
 BA0347'
 BA0347'THE STATION IS LOCATED 40 FEET SSW OF CENTERLINE OF ROAD.  27
 BA0347'FEET N OF N TIP OF BUSH LINE.  159 FEET WSW OF CENTERLINE OF ROAD
 BA0347'AND DRAIN.
 BA0347
 BA0347                          STATION RECOVERY (1958)
 BA0347
 BA0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0347'6.3 MI NE FROM O 2 RANCH.
 BA0347'ABOUT 6.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0347'HEADQUARTERS, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0347'0.35 MILE SOUTHWEST OF TWIN WASHES, ABOUT 1.0 MILE SOUTHWEST OF A ROCK
 BA0347'WALL AND FLAT TOPPED MESA NEAR THE NORTHWEST SIDE OF THE ROAD, ON THE
 BA0347'CREST OF A SMALL KNOLL, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 BA0347'POST, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6287 ***********************************************************************
 AW6287  DESIGNATION -  OIL
 AW6287  PID         -  AW6287
 AW6287  STATE/COUNTY-  TX/HARRIS
 AW6287  USGS QUAD   -  HARMASTON (1982)
 AW6287
 AW6287                         *CURRENT SURVEY CONTROL
 AW6287  ___________________________________________________________________
 AW6287* NAD 83(1993)-  29 56 59.63408(N)    095 10 55.31989(W)     ADJUSTED  
 AW6287* NAVD 88     -        16.70   (+/-2cm)      54.8    (feet)  VERTCON   
 AW6287  ___________________________________________________________________
 AW6287  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6287  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW6287
 AW6287  HORZ ORDER  -  FIRST
 AW6287  VERT ORDER  -  THIRD ? (See Below)
 AW6287
 AW6287.The horizontal coordinates were established by classical geodetic methods
 AW6287.and adjusted by the National Geodetic Survey in February 1996..
 AW6287
 AW6287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6287.The vertical order pertains to the NGVD 29 superseded value.
 AW6287
 AW6287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6287
 AW6287.The geoid height was determined by GEOID03.
 AW6287
 AW6287;                    North         East     Units Scale Factor Converg.
 AW6287;SPC TXSC     - 4,240,590.640   968,471.616   MT  0.99992068   +1 52 13.7
 AW6287;SPC TXSC     -13,912,671.12  3,177,393.96   sFT  0.99992068   +1 52 13.7
 AW6287;UTM  15      - 3,315,236.227   289,416.587   MT  1.00014715   -1 05 23.2
 AW6287
 AW6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6287!SPC TXSC     -   1.00000168  x   0.99992068  =   0.99992236
 AW6287!UTM  15      -   1.00000168  x   1.00014715  =   1.00014883
 AW6287
 AW6287|---------------------------------------------------------------------|
 AW6287| PID    Reference Object                     Distance      Geod. Az  |
 AW6287|                                                           dddmmss.s |
 AW6287| CV6620 OIL RM 1                             25.222 METERS 00904     |
 AW6287| AW6220 FOLEY                               APPROX. 7.6 KM 0903555.5 |
 AW6287| CV6621 OIL RM 2                             39.353 METERS 20853     |
 AW6287| CV6622 OIL RM 3                                           35653     |
 AW6287|---------------------------------------------------------------------|
 AW6287
 AW6287                          SUPERSEDED SURVEY CONTROL
 AW6287
 AW6287  NAD 83(1986)-  29 56 59.64933(N)    095 10 55.30172(W) AD(       ) 1
 AW6287  NAD 27      -  29 56 58.85313(N)    095 10 54.54849(W) AD(       ) 1
 AW6287  NGVD 29 (07/19/86)   16.70   (m)           54.8    (f) LEVELING    3  
 AW6287
 AW6287.Superseded values are not recommended for survey control.
 AW6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6287.See file dsdata.txt to determine how the superseded data were derived.
 AW6287
 AW6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8941715236(NAD 83)
 AW6287_MARKER: DS = TRIANGULATION STATION DISK
 AW6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6287_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6287
 AW6287  HISTORY     - Date     Condition        Report By
 AW6287  HISTORY     - 1968     MONUMENTED       CGS
 AW6287  HISTORY     - 19890602 GOOD             LOCSUR
 AW6287
 AW6287                          STATION DESCRIPTION
 AW6287
 AW6287'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6287'THE STATION IS LOCATED ON THE PROPERTY OF THE DOOLEY ESTATE, LEASED
 AW6287'BY RUSSELL MCQUIRE, ABOUT 5-1/2 MILES SOUTHEAST OF HUMBLE, 1/2 MILE
 AW6287'WEST OF THE WEST SHORE OF LAKE HOUSTON AND IN THE ALCO-MAGNOLIA OIL
 AW6287'FIELD.  A KEY IS NEEDED TO ENTER THE PROPERTY.
 AW6287'
 AW6287'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND NORTH
 AW6287'BELT ROAD WHICH IS ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF HUMBLE, GO
 AW6287'EAST ON NORTH BELT ROAD FOR 0.6 MILE TO A CROSSROAD.  TURN LEFT AND
 AW6287'GO NORTHEAST ON OLD HUMBLE ROAD FOR 1.55 MILES TO A FORK.  KEEP
 AW6287'RIGHT AND GO NORTHEAST AND EAST FOR 2.15 MILES TO A SIDE ROAD RIGHT,
 AW6287'LEADING TO THE HARRIS COUNTY REHABILITATION CENTER.  CONTINUE
 AW6287'NORTHEAST FOR 2.95 MILES TO A SIDE ROAD AND A LOCKED
 AW6287'ALUMINUM GATE ON THE RIGHT.  TURN RIGHT AND PASS THROUGH THE GATE
 AW6287'AND GO SOUTH ON A GRAVELED ROAD FOR 2.05 MILES, CROSSING TWO
 AW6287'CATTLE GUARDS, TO A T-ROAD.  TURN LEFT AND GO EAST FOR 0.65
 AW6287'MILE TO A RAILROAD CROSSING, A CATTLE GUARD ON EACH SIDE OF THE
 AW6287'TRACKS AND A SIDE ROAD RIGHT ON THE EAST SIDE OF THE TRACKS.
 AW6287'CONTINUE AHEAD IN AN EASTERLY DIRECTION FOR 0.25 MILE TO A
 AW6287'CROSSROAD AND THE HOME OF MR. A.R.  TAYLOR IN THE NORTHWEST
 AW6287'ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH FOR 0.3 MILE
 AW6287'TO A LOCKED GATE.  PASS THROUGH THE GATE, ENTERING THE DOOLEY
 AW6287'PROPERTY, AND GO SOUTH FOR 0.05 MILE TO A T-ROAD.  TURN
 AW6287'RIGHT AND GO WEST AND SOUTH FOR 0.35 MILE TO REFERENCE MARK 3 ON
 AW6287'THE RIGHT.  CONTINUE AHEAD FOR 0.05 MILE TO A SIDE ROAD RIGHT.
 AW6287'CONTINUE FOR 0.1 MILE TO THE STATION ON THE LEFT, JUST AFTER
 AW6287'PASSING TWO TANKS AND A SIDE ROAD LEFT.
 AW6287'
 AW6287'THE STATION MARK IS A STANDARD DISK STAMPED OIL 1968, SET IN THE TOP
 AW6287'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 AW6287'INCHES ABOVE THE GROUND.  IT IS 129 FEET SOUTH OF THE SOUTH EDGE OF
 AW6287'A SMALL STORAGE TANK, 78 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE OF
 AW6287'A CONCRETE CULVERT, 72 FEET SOUTH-SOUTHWEST OF A 14-INCH TREE
 AW6287'WITH A TRIANGLE BLAZE AND 46 FEET EAST OF THE CENTER OF THE
 AW6287'GRAVELED ROAD.
 AW6287'
 AW6287'REFERENCE MARK 1 IS A STANDARD DISK STAMPED OIL NO 1 1968, SET IN
 AW6287'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 AW6287'INCHES ABOVE THE GROUND.  IT IS 47 FEET SOUTH-SOUTHEAST OF THE
 AW6287'SOUTH EDGE OF THE SMALL STORAGE TANK, 28 FEET EAST-NORTHEAST OF THE
 AW6287'SOUTH END OF THE CULVERT, 14 FEET SOUTH OF THE CENTER OF A
 AW6287'DRIVEWAY AND 9 FEET WEST OF THE 14-INCH TREE WITH A TRIANGLE
 AW6287'BLAZE.
 AW6287'
 AW6287'REFERENCE MARK 2 IS A STANDARD DISK STAMPED OIL NO 2 1968, SET IN
 AW6287'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 AW6287'INCHES ABOVE THE GROUND.  IT IS 58 FEET NORTHWEST OF THE CENTER OF
 AW6287'THE T-ROAD, 43 FEET NORTH-NORTHEAST OF THE WEST END OF A CONCRETE
 AW6287'CULVERT AND 24 FEET WEST OF THE GRAVELED ROAD.
 AW6287'
 AW6287'REFERENCE MARK 3 IS A STANDARD DISK STAMPED OIL NO 3 1968, SET IN
 AW6287'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6287'WITH THE GROUND.  IT IS 45 FEET WEST OF THE CENTER OF A GRAVELED
 AW6287'ROAD AND 17 FEET SOUTH-SOUTHEAST OF A GAS GAUGE STATION.
 AW6287'
 AW6287'HEIGHT OF LIGHT ABOVE STATION MARK 34.2 METERS.
 AW6287
 AW6287                          STATION RECOVERY (1989)
 AW6287
 AW6287'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (SUS)
 AW6287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1390 ***********************************************************************
 DN1390  DESIGNATION -  OIL
 DN1390  PID         -  DN1390
 DN1390  STATE/COUNTY-  TX/MONTAGUE
 DN1390  USGS QUAD   -  MONTAGUE (1976)
 DN1390
 DN1390                         *CURRENT SURVEY CONTROL
 DN1390  ___________________________________________________________________
 DN1390* NAD 83(1993)-  33 44 28.89272(N)    097 41 11.44349(W)     ADJUSTED  
 DN1390* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 DN1390  ___________________________________________________________________
 DN1390  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DN1390  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DN1390
 DN1390  HORZ ORDER  -  THIRD
 DN1390
 DN1390.The horizontal coordinates were established by classical geodetic methods
 DN1390.and adjusted by the National Geodetic Survey in February 1996..
 DN1390
 DN1390.The orthometric height was scaled from a topographic map.
 DN1390
 DN1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1390
 DN1390.The geoid height was determined by GEOID03.
 DN1390
 DN1390;                    North         East     Units Scale Factor Converg.
 DN1390;SPC TXNC     - 2,230,361.045   675,376.010   MT  0.99994493   +0 26 37.2
 DN1390;SPC TXNC     - 7,317,442.86  2,215,796.13   sFT  0.99994493   +0 26 37.2
 DN1390;UTM  14      - 3,734,253.696   621,668.265   MT  0.99978249   +0 43 46.8
 DN1390
 DN1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1390!SPC TXNC     -   0.99995183  x   0.99994493  =   0.99989677
 DN1390!UTM  14      -   0.99995183  x   0.99978249  =   0.99973433
 DN1390
 DN1390|---------------------------------------------------------------------|
 DN1390| PID    Reference Object                     Distance      Geod. Az  |
 DN1390|                                                           dddmmss.s |
 DN1390| CY2709 OIL RM 1                             23.967 METERS 22217     |
 DN1390| CY2710 OIL RM 2                             16.495 METERS 26242     |
 DN1390| CY2708 OIL AZ MK                                          2953106.9 |
 DN1390|---------------------------------------------------------------------|
 DN1390
 DN1390                          SUPERSEDED SURVEY CONTROL
 DN1390
 DN1390  NAD 83(1993)-  33 44 28.89537(N)    097 41 11.44113(W) AD(       ) 3
 DN1390  NAD 83(1986)-  33 44 28.89721(N)    097 41 11.43083(W) AD(       ) 3
 DN1390  NAD 27      -  33 44 28.52640(N)    097 41 10.31590(W) AD(       ) 3
 DN1390
 DN1390.Superseded values are not recommended for survey control.
 DN1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1390.See file dsdata.txt to determine how the superseded data were derived.
 DN1390
 DN1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2166834254(NAD 83)
 DN1390_MARKER: DS = TRIANGULATION STATION DISK
 DN1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1390
 DN1390  HISTORY     - Date     Condition        Report By
 DN1390  HISTORY     - 1956     MONUMENTED       CGS
 DN1390  HISTORY     - 1958     GOOD             USGS
 DN1390
 DN1390                          STATION DESCRIPTION
 DN1390
 DN1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1390'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH-NORTHEAST OF
 DN1390'MONTAGUE AND ABOUT 4.0 MILES SOUTH-SOUTHEAST OF NOCONA ON
 DN1390'THE SUMMIT AND HIGHEST POINT OF A SANDY, BRUSH COVERED RIDGE,
 DN1390'ABOUT 200 FEET NORTH OF AN EAST-WEST FENCE LINE AND 11 FEET
 DN1390'WEST OF A WITNESS POST.  THE MARK IS STAMPED OIL 1956 AND
 DN1390'PROJECTS 2 INCHES.
 DN1390'
 DN1390'REFERENCE MARK NO. 1 IS STAMPED OIL NO 1 1956 AND PROJECTS 2
 DN1390'INCHES.
 DN1390'
 DN1390'REFERENCE MARK NO. 2 IS STAMPED OIL NO 2 1956 AND PROJECTS
 DN1390'2 INCHES.
 DN1390'
 DN1390'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 51.3 FEET.
 DN1390'
 DN1390'THE AZIMUTH MARK IS ABOUT 115 FEET SOUTH OF THE EAST ONE OF
 DN1390'THREE OIL STORAGE TANKS, 50 FEET WEST OF THE CENTER OF A DIRT
 DN1390'ROAD, 35 FEET NORTH OF A FENCE CORNER, 18 FEET NORTH OF A WITNESS
 DN1390'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 DN1390'OIL 1956 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1390'
 DN1390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DN1390'175 AND U.S. HIGHWAY 82 JUST SOUTHWEST OF THE RAILROAD STATION
 DN1390'IN NOCONA, GO SOUTH ON STATE HIGHWAY 175 FOR 2.1 MILES TO A T ROAD
 DN1390'LEFT, TURN LEFT AND GO EAST ON GRAVELED ROAD PAST THE CITY
 DN1390'DUMP FOR 0.8 MILE TO A T INTERSECTION, TURN RIGHT AND GO
 DN1390'SOUTH AND EAST FOR 3.4 MILES TO A CATTLE GUARD ON THE LEFT.
 DN1390'TURN LEFT ACROSS CATTLE GUARD AND GO NORTH ON DIRT ROAD FOR
 DN1390'0.1 MILE TO A WHITE HOUSE WITH A BLUE ROOF, CONTINUE NORTH FOR
 DN1390'0.6 MILE TO A T ROAD LEFT AND SIGN L.A. MC NABB NO. 1, TURN
 DN1390'LEFT AND GO WEST THEN NORTH FOR 0.5 MILE TO A POINT JUST
 DN1390'NORTH OF AN OLD FENCE LINE, (CONTINUE NORTH FOR 0.2 MILE TO
 DN1390'AZIMUTH MARK ON THE LEFT AS DESCRIBED.) LEAVE ROAD AND GO
 DN1390'EAST UP HILL ON DIM TRACK ROAD FOR 0.1 MILE TO HIGHEST
 DN1390'POINT OF HILL AND STATION AS DESCRIBED.
 DN1390'
 DN1390'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DN1390
 DN1390                          STATION RECOVERY (1958)
 DN1390
 DN1390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1390'RECOVERED BY USGS IN 1958.
 DN1390'
 DN1390'STATION MARK--A STANDARD USC AND GS TABLET ON A CONCRETE POST
 DN1390'PROJECTING 2 IN. AND STAMPED---OIL 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1983 ***********************************************************************
 FL1983  DESIGNATION -  OIL CENTER
 FL1983  PID         -  FL1983
 FL1983  STATE/COUNTY-  TX/GRAY
 FL1983  USGS QUAD   -  POND CREEK NW (1962)
 FL1983
 FL1983                         *CURRENT SURVEY CONTROL
 FL1983  ___________________________________________________________________
 FL1983* NAD 83(1993)-  35 25 49.48888(N)    100 43 12.12605(W)     ADJUSTED  
 FL1983* NAVD 88     -       873.     (meters)    2864.     (feet)  SCALED    
 FL1983  ___________________________________________________________________
 FL1983  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FL1983  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL1983
 FL1983  HORZ ORDER  -  SECOND
 FL1983
 FL1983.The horizontal coordinates were established by classical geodetic methods
 FL1983.and adjusted by the National Geodetic Survey in February 1996..
 FL1983
 FL1983.The orthometric height was scaled from a topographic map.
 FL1983
 FL1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1983
 FL1983.The geoid height was determined by GEOID03.
 FL1983
 FL1983;                    North         East     Units Scale Factor Converg.
 FL1983;SPC TX N     - 1,158,964.615   270,819.683   MT  0.99991090   +0 27 07.3
 FL1983;SPC TX N     - 3,802,369.74    888,514.24   sFT  0.99991090   +0 27 07.3
 FL1983;UTM  14      - 3,922,134.876   343,862.514   MT  0.99990044   -0 59 50.4
 FL1983
 FL1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1983!SPC TX N     -   0.99986703  x   0.99991090  =   0.99977794
 FL1983!UTM  14      -   0.99986703  x   0.99990044  =   0.99976748
 FL1983
 FL1983:                Primary Azimuth Mark                     Grid Az
 FL1983:SPC TX N     -  OIL CENTER AZ MK                         236 59 17.3
 FL1983:UTM  14      -  OIL CENTER AZ MK                         238 26 15.0
 FL1983
 FL1983|---------------------------------------------------------------------|
 FL1983| PID    Reference Object                     Distance      Geod. Az  |
 FL1983|                                                           dddmmss.s |
 FL1983| CK9555 OIL CENTER AZ MK                                   2372624.6 |
 FL1983| CK9557 OIL CENTER RM 2                       9.001 METERS 25146     |
 FL1983| FL2002 LEFORS WATER TANK                   APPROX. 7.4 KM 2763250.7 |
 FL1983| CK9556 OIL CENTER RM 1                       8.963 METERS 35311     |
 FL1983|---------------------------------------------------------------------|
 FL1983
 FL1983                          SUPERSEDED SURVEY CONTROL
 FL1983
 FL1983  NAD 83(1993)-  35 25 49.49058(N)    100 43 12.12512(W) AD(       ) 2
 FL1983  NAD 83(1986)-  35 25 49.49414(N)    100 43 12.11581(W) AD(       ) 2
 FL1983  NAD 27      -  35 25 49.32900(N)    100 43 10.61600(W) AD(       ) 2
 FL1983
 FL1983.Superseded values are not recommended for survey control.
 FL1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1983.See file dsdata.txt to determine how the superseded data were derived.
 FL1983
 FL1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4386322135(NAD 83)
 FL1983_MARKER: DS = TRIANGULATION STATION DISK
 FL1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1983
 FL1983  HISTORY     - Date     Condition        Report By
 FL1983  HISTORY     - 1951     MONUMENTED       CGS
 FL1983
 FL1983                          STATION DESCRIPTION
 FL1983
 FL1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1983'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF THE
 FL1983'LAKETON POST OFFICE, 5 MILES EAST OF LEFORS, 6 FEET SOUTHWEST
 FL1983'OF A WITNESS POST, AND ON A KNOLL IN PASTURE LAND OWNED
 FL1983'BY BILLY DAVIS.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 FL1983'IS STAMPED OIL CENTER 1951.
 FL1983'
 FL1983'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, AND THE DISK IS
 FL1983'STAMPED OIL CENTER NO 1 1951.
 FL1983'
 FL1983'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, AND THE DISK IS
 FL1983'STAMPED OIL CENTER NO 2 1951.
 FL1983'
 FL1983'THE AZIMUTH MARK IS 250 FEET WEST OF A GAS WELL, 11 FEET WEST
 FL1983'OF THE APPROXIMATE CENTER OF A GRADED DIRT ROAD, AND 1 FOOT
 FL1983'EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND
 FL1983'THE DISK IS STAMPED OIL CENTER 1951.
 FL1983'
 FL1983'TO REACH THE STATION FROM THE POST OFFICE IN LEFORS.  GO NORTH
 FL1983'1 BLOCK TO STATE ROUTE 273, TURN RIGHT AND GO SOUTHEAST FOR
 FL1983'2.0 MILES TO A POINT WHERE THE HIGHWAY BEARS TO THE RIGHT
 FL1983'AND A GRAVELED ROAD GOES STRAIGHT AHEAD.  KEEP LEFT, EAST,
 FL1983'FOR 0.35 MILE TO A ROAD FORK AND A GROUP OF HOUSES.  TURN
 FL1983'LEFT FOR 0.15 MILE TO A ROAD FORK, TAKE THE RIGHT FORK AND
 FL1983'GO EAST FOR 2.5 MILES TO A POINT WHERE THE POWER LINE CROSSES
 FL1983'THE ROAD, TURN LEFT ON GRADED DIRT ROAD AND GO NORTHEAST
 FL1983'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON
 FL1983'DIRT ROAD FOR 0.3 MILE.  THENCE RIGHT ACROSS COUNTRY FOR 0.2
 FL1983'MILE TO THE HIGHEST POINT IN THE VICINITY AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0615 ***********************************************************************
 AO0615  DESIGNATION -  OIL DERRICK
 AO0615  PID         -  AO0615
 AO0615  STATE/COUNTY-  TX/LA SALLE
 AO0615  USGS QUAD   -  PIEDRA CREEK SW (1974)
 AO0615
 AO0615                         *CURRENT SURVEY CONTROL
 AO0615  ___________________________________________________________________
 AO0615* NAD 83(1993)-  28 05 33.51048(N)    098 56 20.47011(W)     ADJUSTED  
 AO0615* NAVD 88     -                                                        
 AO0615  ___________________________________________________________________
 AO0615  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AO0615  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AO0615
 AO0615  HORZ ORDER  -  THIRD
 AO0615
 AO0615.The horizontal coordinates were established by classical geodetic methods
 AO0615.and adjusted by the National Geodetic Survey in February 1996..
 AO0615
 AO0615
 AO0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0615
 AO0615.The geoid height was determined by GEOID03.
 AO0615
 AO0615;                    North         East     Units Scale Factor Converg.
 AO0615;SPC TXSC     - 4,028,742.083   605,993.596   MT  1.00009612   +0 01 47.6
 AO0615;SPC TXSC     -13,217,631.32  1,988,163.99   sFT  1.00009612   +0 01 47.6
 AO0615;SPC TX S     - 5,268,869.563   256,851.023   MT  1.00007592   -0 11 57.5
 AO0615;SPC TX S     -17,286,282.89    842,685.40   sFT  1.00007592   -0 11 57.5
 AO0615;UTM  14      - 3,107,466.348   505,990.624   MT  0.99960044   +0 01 43.4
 AO0615
 AO0615                          SUPERSEDED SURVEY CONTROL
 AO0615
 AO0615  NAD 83(1986)-  28 05 33.51357(N)    098 56 20.44454(W) AD(       ) 4
 AO0615  NAD 27      -  28 05 32.48000(N)    098 56 19.37000(W) AD(       ) 3
 AO0615
 AO0615.Superseded values are not recommended for survey control.
 AO0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0615.See file dsdata.txt to determine how the superseded data were derived.
 AO0615
 AO0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS0599107466(NAD 83)
 AO0615_MARKER: 67 = OIL DERRICK
 AO0615
 AO0615  HISTORY     - Date     Condition        Report By
 AO0615  HISTORY     - 1935     FIRST OBSERVED   CGS
 AO0615
 AO0615                          STATION DESCRIPTION
 AO0615
 AO0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0615'LONE OIL DERRICK LOCATED ABOUT 2 MILES SSE OF TRIANGULATION
 AO0615'STATION DOBIE.  OBSERVED CENTER.
 AO0615'
 AO0615'OBSERVED FROM WILEY AND JAUNITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2209 ***********************************************************************
 AN2209  DESIGNATION -  OIL DERRICK
 AN2209  PID         -  AN2209
 AN2209  STATE/COUNTY-  TX/MATAGORDA
 AN2209  USGS QUAD   -  PALACIOS NE (1995)
 AN2209
 AN2209                         *CURRENT SURVEY CONTROL
 AN2209  ___________________________________________________________________
 AN2209* NAD 83(1993)-  28 43 07.61521(N)    096 03 47.61637(W)     ADJUSTED  
 AN2209* NAVD 88     -                                                        
 AN2209  ___________________________________________________________________
 AN2209  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AN2209  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN2209
 AN2209  HORZ ORDER  -  THIRD
 AN2209
 AN2209.The horizontal coordinates were established by classical geodetic methods
 AN2209.and adjusted by the National Geodetic Survey in February 1996..
 AN2209
 AN2209
 AN2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2209
 AN2209.The geoid height was determined by GEOID03.
 AN2209
 AN2209;                    North         East     Units Scale Factor Converg.
 AN2209;SPC TXSC     - 4,101,735.111   886,874.142   MT  0.99992063   +1 26 19.5
 AN2209;SPC TXSC     -13,457,109.28  2,909,686.25   sFT  0.99992063   +1 26 19.5
 AN2209;UTM  14      - 3,180,364.533   786,880.385   MT  1.00061579   +1 24 43.6
 AN2209;UTM  15      - 3,180,675.765   200,760.680   MT  1.00070521   -1 28 22.8
 AN2209
 AN2209                          SUPERSEDED SURVEY CONTROL
 AN2209
 AN2209  NAD 83(1986)-  28 43 07.62199(N)    096 03 47.57904(W) AD(       ) 4
 AN2209  NAD 27      -  28 43 06.67000(N)    096 03 46.72000(W) AD(       ) 3
 AN2209
 AN2209.Superseded values are not recommended for survey control.
 AN2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2209.See file dsdata.txt to determine how the superseded data were derived.
 AN2209
 AN2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS8688080365(NAD 83)
 AN2209_MARKER: 67 = OIL DERRICK
 AN2209
 AN2209  HISTORY     - Date     Condition        Report By
 AN2209  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2209
 AN2209                          STATION DESCRIPTION
 AN2209
 AN2209'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0965 ***********************************************************************
 CB0965  DESIGNATION -  OIL DERRICK
 CB0965  PID         -  CB0965
 CB0965  STATE/COUNTY-  TX/REAGAN
 CB0965  USGS QUAD   -  GARDENER DRAW (1970)
 CB0965
 CB0965                         *CURRENT SURVEY CONTROL
 CB0965  ___________________________________________________________________
 CB0965* NAD 83(1993)-  31 19 58.24239(N)    101 32 09.95237(W)     ADJUSTED  
 CB0965* NAVD 88     -                                                        
 CB0965  ___________________________________________________________________
 CB0965  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CB0965  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0965
 CB0965  HORZ ORDER  -  THIRD
 CB0965
 CB0965.The horizontal coordinates were established by classical geodetic methods
 CB0965.and adjusted by the National Geodetic Survey in February 1996..
 CB0965
 CB0965
 CB0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0965
 CB0965.The geoid height was determined by GEOID03.
 CB0965
 CB0965;                    North         East     Units Scale Factor Converg.
 CB0965;SPC TX C     - 3,185,324.507   585,545.635   MT  0.99989841   -0 37 10.2
 CB0965;SPC TX C     -10,450,518.82  1,921,077.64   sFT  0.99989841   -0 37 10.2
 CB0965;UTM  14      - 3,469,268.679   258,697.293   MT  1.00031825   -1 19 10.0
 CB0965
 CB0965                          SUPERSEDED SURVEY CONTROL
 CB0965
 CB0965  NAD 83(1986)-  31 19 58.25245(N)    101 32 09.93831(W) AD(       ) 4
 CB0965  NAD 27      -  31 19 57.71000(N)    101 32 08.52000(W) AD(       ) 3
 CB0965
 CB0965.Superseded values are not recommended for survey control.
 CB0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0965.See file dsdata.txt to determine how the superseded data were derived.
 CB0965
 CB0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV5869769269(NAD 83)
 CB0965_MARKER: 67 = OIL DERRICK
 CB0965
 CB0965  HISTORY     - Date     Condition        Report By
 CB0965  HISTORY     - 1932     FIRST OBSERVED   CGS
 CB0965
 CB0965                          STATION DESCRIPTION
 CB0965
 CB0965'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1648 ***********************************************************************
 AE1648  DESIGNATION -  OIL DERRICK 1
 AE1648  PID         -  AE1648
 AE1648  STATE/COUNTY-  TX/STARR
 AE1648  USGS QUAD   -  SALINENO (1980)
 AE1648
 AE1648                         *CURRENT SURVEY CONTROL
 AE1648  ___________________________________________________________________
 AE1648* NAD 83(1993)-  26 36 09.98023(N)    099 00 20.77462(W)     ADJUSTED  
 AE1648* NAVD 88     -                                                        
 AE1648  ___________________________________________________________________
 AE1648  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 AE1648  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AE1648
 AE1648  HORZ ORDER  -  THIRD
 AE1648
 AE1648.The horizontal coordinates were established by classical geodetic methods
 AE1648.and adjusted by the National Geodetic Survey in February 1996..
 AE1648
 AE1648
 AE1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1648
 AE1648.The geoid height was determined by GEOID03.
 AE1648
 AE1648;                    North         East     Units Scale Factor Converg.
 AE1648;SPC TX S     - 5,103,814.138   249,628.825   MT  0.99991879   -0 13 46.6
 AE1648;SPC TX S     -16,744,763.55    818,990.57   sFT  0.99991879   -0 13 46.6
 AE1648;UTM  14      - 2,942,439.869   499,425.458   MT  0.99960000   -0 00 09.3
 AE1648
 AE1648                          SUPERSEDED SURVEY CONTROL
 AE1648
 AE1648  NAD 83(1986)-  26 36 09.97449(N)    099 00 20.72548(W) AD(       ) 4
 AE1648  NAD 27      -  26 36 08.74124(N)    099 00 19.58401(W) AD(       ) 3
 AE1648
 AE1648.Superseded values are not recommended for survey control.
 AE1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1648.See file dsdata.txt to determine how the superseded data were derived.
 AE1648
 AE1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9942542440(NAD 83)
 AE1648_MARKER: 67 = OIL DERRICK
 AE1648
 AE1648  HISTORY     - Date     Condition        Report By
 AE1648  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1648
 AE1648                          STATION DESCRIPTION
 AE1648
 AE1648'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1634 ***********************************************************************
 AE1634  DESIGNATION -  OIL DERRICK 2
 AE1634  PID         -  AE1634
 AE1634  STATE/COUNTY-  TX/STARR
 AE1634  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE1634
 AE1634                         *CURRENT SURVEY CONTROL
 AE1634  ___________________________________________________________________
 AE1634* NAD 83(1993)-  26 35 18.17512(N)    098 58 47.34944(W)     ADJUSTED  
 AE1634* NAVD 88     -                                                        
 AE1634  ___________________________________________________________________
 AE1634  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 AE1634  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AE1634
 AE1634  HORZ ORDER  -  THIRD
 AE1634
 AE1634.The horizontal coordinates were established by classical geodetic methods
 AE1634.and adjusted by the National Geodetic Survey in February 1996..
 AE1634
 AE1634
 AE1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1634
 AE1634.The geoid height was determined by GEOID03.
 AE1634
 AE1634;                    North         East     Units Scale Factor Converg.
 AE1634;SPC TX S     - 5,102,209.779   252,207.330   MT  0.99992056   -0 13 04.2
 AE1634;SPC TX S     -16,739,499.92    827,450.22   sFT  0.99992056   -0 13 04.2
 AE1634;UTM  14      - 2,940,846.246   502,009.472   MT  0.99960005   +0 00 32.5
 AE1634
 AE1634                          SUPERSEDED SURVEY CONTROL
 AE1634
 AE1634  NAD 83(1986)-  26 35 18.17041(N)    098 58 47.30299(W) AD(       ) 4
 AE1634  NAD 27      -  26 35 16.93795(N)    098 58 46.17358(W) AD(       ) 3
 AE1634
 AE1634.Superseded values are not recommended for survey control.
 AE1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1634.See file dsdata.txt to determine how the superseded data were derived.
 AE1634
 AE1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ0200940846(NAD 83)
 AE1634_MARKER: 67 = OIL DERRICK
 AE1634
 AE1634  HISTORY     - Date     Condition        Report By
 AE1634  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1634
 AE1634                          STATION DESCRIPTION
 AE1634
 AE1634'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6161 ***********************************************************************
 AW6161  DESIGNATION -  OIL DERRICK SE OF GOOSE CREEK
 AW6161  PID         -  AW6161
 AW6161  STATE/COUNTY-  TX/CHAMBERS
 AW6161  USGS QUAD   -  MORGANS POINT (1993)
 AW6161
 AW6161                         *CURRENT SURVEY CONTROL
 AW6161  ___________________________________________________________________
 AW6161* NAD 83(1993)-  29 39 59.19335(N)    094 54 27.99058(W)     ADJUSTED  
 AW6161* NAVD 88     -                                                        
 AW6161  ___________________________________________________________________
 AW6161  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6161  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6161
 AW6161  HORZ ORDER  -  THIRD
 AW6161
 AW6161.The horizontal coordinates were established by classical geodetic methods
 AW6161.and adjusted by the National Geodetic Survey in February 1996..
 AW6161
 AW6161
 AW6161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6161
 AW6161.The geoid height was determined by GEOID03.
 AW6161
 AW6161;                    North         East     Units Scale Factor Converg.
 AW6161;SPC TXSC     - 4,210,087.334   996,028.912   MT  0.99987992   +2 00 17.4
 AW6161;SPC TXSC     -13,812,594.86  3,267,804.86   sFT  0.99987992   +2 00 17.4
 AW6161;UTM  15      - 3,283,347.165   315,369.750   MT  1.00002061   -0 56 40.3
 AW6161
 AW6161                          SUPERSEDED SURVEY CONTROL
 AW6161
 AW6161  NAD 83(1986)-  29 39 59.20985(N)    094 54 27.97212(W) AD(       ) 4
 AW6161  NAD 27      -  29 39 58.39347(N)    094 54 27.23713(W) AD(       ) 3
 AW6161
 AW6161.Superseded values are not recommended for survey control.
 AW6161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6161.See file dsdata.txt to determine how the superseded data were derived.
 AW6161
 AW6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1537083347(NAD 83)
 AW6161_MARKER: 67 = OIL DERRICK
 AW6161
 AW6161  HISTORY     - Date     Condition        Report By
 AW6161  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW6161
 AW6161                          STATION DESCRIPTION
 AW6161
 AW6161'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3394 ***********************************************************************
 AW3394  DESIGNATION -  OIL WELL 231 A
 AW3394  PID         -  AW3394
 AW3394  STATE/COUNTY-  TX/HARRIS
 AW3394  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3394
 AW3394                         *CURRENT SURVEY CONTROL
 AW3394  ___________________________________________________________________
 AW3394* NAD 83(1986)-  29 51 53.     (N)    095 29 00.     (W)     SCALED    
 AW3394* NAVD 88     -        26.71   (+/-2cm)      87.6    (feet)  VERTCON   
 AW3394  ___________________________________________________________________
 AW3394  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW3394
 AW3394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3394
 AW3394.The horizontal coordinates were scaled from a topographic map and have
 AW3394.an estimated accuracy of +/- 6 seconds.
 AW3394
 AW3394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3394.The vertical order pertains to the NGVD 29 superseded value.
 AW3394
 AW3394.The geoid height was determined by GEOID03.
 AW3394
 AW3394;                    North         East    Units  Estimated Accuracy
 AW3394;SPC TXSC     - 4,230,240.      939,690.      MT  (+/- 180 meters Scaled)
 AW3394
 AW3394                          SUPERSEDED SURVEY CONTROL
 AW3394
 AW3394  NGVD 29 (??/??/92)   26.705  (m)           87.61   (f) ADJ UNCH    2 0
 AW3394
 AW3394.Superseded values are not recommended for survey control.
 AW3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3394.See file dsdata.txt to determine how the superseded data were derived.
 AW3394
 AW3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP601063(NAD 83)
 AW3394_MARKER: X = CHISELED CROSS
 AW3394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3394_SP_SET: WELL CASING
 AW3394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3394
 AW3394  HISTORY     - Date     Condition        Report By
 AW3394  HISTORY     - UNK      MONUMENTED       USGS
 AW3394  HISTORY     - 1954     GOOD             NGS
 AW3394  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3394
 AW3394                          STATION DESCRIPTION
 AW3394
 AW3394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3394'3.8 MI NE FROM FAIRBANKS.
 AW3394'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW3394'FAIRBANKS, THENCE 0.4 MILE NORTHEAST ALONG THOMAS AVENUE, THENCE 0.7
 AW3394'MILE NORTH ALONG LITTLE YORK ROAD, THENCE 2.35 MILES EAST ALONG LITTLE
 AW3394'YORK ROAD, 0.1 MILE SOUTH OF LITTLE YORK ROAD, 0.1 MILE EAST OF NORTH
 AW3394'HOROSS ROAD, 52 YARDS SOUTHEAST OF A LONE 24 INCH PINE TREE, ON THE
 AW3394'TOP OF A 10 INCH OIL WELL CASING.
 AW3394
 AW3394                          STATION RECOVERY (1973)
 AW3394
 AW3394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0436 ***********************************************************************
 BO0436  DESIGNATION -  OIL WELL DERRICK DRILLING RIG
 BO0436  PID         -  BO0436
 BO0436  STATE/COUNTY-  TX/SUTTON
 BO0436  USGS QUAD   -  BROKELEG MOUNTAIN (1982)
 BO0436
 BO0436                         *CURRENT SURVEY CONTROL
 BO0436  ___________________________________________________________________
 BO0436* NAD 83(1993)-  30 32 56.07906(N)    100 12 59.56909(W)     ADJUSTED  
 BO0436* NAVD 88     -                                                        
 BO0436  ___________________________________________________________________
 BO0436  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BO0436  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BO0436
 BO0436  HORZ ORDER  -  THIRD
 BO0436
 BO0436.The horizontal coordinates were established by classical geodetic methods
 BO0436.and adjusted by the National Geodetic Survey in February 1996..
 BO0436
 BO0436
 BO0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0436
 BO0436.The geoid height was determined by GEOID03.
 BO0436
 BO0436;                    North         East     Units Scale Factor Converg.
 BO0436;SPC TX C     - 3,097,807.604   711,204.772   MT  0.99991272   +0 03 36.5
 BO0436;SPC TX C     -10,163,390.45  2,333,344.32   sFT  0.99991272   +0 03 36.5
 BO0436;UTM  14      - 3,380,241.371   383,313.693   MT  0.99976797   -0 37 06.3
 BO0436
 BO0436                          SUPERSEDED SURVEY CONTROL
 BO0436
 BO0436  NAD 83(1986)-  30 32 56.08131(N)    100 12 59.55611(W) AD(       ) 4
 BO0436  NAD 27      -  30 32 55.42000(N)    100 12 58.25000(W) AD(       ) 3
 BO0436
 BO0436.Superseded values are not recommended for survey control.
 BO0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0436.See file dsdata.txt to determine how the superseded data were derived.
 BO0436
 BO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8331480241(NAD 83)
 BO0436_MARKER: 67 = OIL DERRICK
 BO0436
 BO0436  HISTORY     - Date     Condition        Report By
 BO0436  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0436
 BO0436                          STATION DESCRIPTION
 BO0436
 BO0436'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1316 ***********************************************************************
 AJ1316  DESIGNATION -  OILTON
 AJ1316  PID         -  AJ1316
 AJ1316  STATE/COUNTY-  TX/WEBB
 AJ1316  USGS QUAD   -  OILTON (1972)
 AJ1316
 AJ1316                         *CURRENT SURVEY CONTROL
 AJ1316  ___________________________________________________________________
 AJ1316* NAD 83(1993)-  27 27 13.51673(N)    098 55 01.67512(W)     ADJUSTED  
 AJ1316* NAVD 88     -       252.8    (meters)     829.     (feet)  VERTCON   
 AJ1316  ___________________________________________________________________
 AJ1316  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AJ1316  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AJ1316
 AJ1316  HORZ ORDER  -  FIRST
 AJ1316
 AJ1316.The horizontal coordinates were established by classical geodetic methods
 AJ1316.and adjusted by the National Geodetic Survey in February 1996..
 AJ1316
 AJ1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1316
 AJ1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1316
 AJ1316.The geoid height was determined by GEOID03.
 AJ1316
 AJ1316;                    North         East     Units Scale Factor Converg.
 AJ1316;SPC TX S     - 5,198,064.527   258,768.215   MT  0.99992588   -0 11 21.8
 AJ1316;SPC TX S     -17,053,983.37    848,975.39   sFT  0.99992588   -0 11 21.8
 AJ1316;UTM  14      - 3,036,697.099   508,188.511   MT  0.99960083   +0 02 17.5
 AJ1316
 AJ1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1316!SPC TX S     -   0.99996417  x   0.99992588  =   0.99989006
 AJ1316!UTM  14      -   0.99996417  x   0.99960083  =   0.99956502
 AJ1316
 AJ1316:                Primary Azimuth Mark                     Grid Az
 AJ1316:SPC TX S     -  BRUNI COASTAL STATES PIPE MAST           068 27 08.7
 AJ1316:UTM  14      -  BRUNI COASTAL STATES PIPE MAST           068 13 29.4
 AJ1316
 AJ1316|---------------------------------------------------------------------|
 AJ1316| PID    Reference Object                     Distance      Geod. Az  |
 AJ1316|                                                           dddmmss.s |
 AJ1316| AJ1351 BRUNI COASTAL STATES PIPE MAST      APPROX.14.5 KM 0681546.9 |
 AJ1316| CV2741 OILTON RM 1                           7.994 METERS 11520     |
 AJ1316| CV2742 OILTON RM 2                           8.012 METERS 28704     |
 AJ1316| CV2743 OILTON RM 3                                        2935003.8 |
 AJ1316| AJ1317 OILTON FAA ARSR DOME                APPROX. 7.2 KM 3135402.5 |
 AJ1316|---------------------------------------------------------------------|
 AJ1316
 AJ1316                          SUPERSEDED SURVEY CONTROL
 AJ1316
 AJ1316  NAD 83(1986)-  27 27 13.51963(N)    098 55 01.64819(W) AD(       ) 1
 AJ1316  NAD 27      -  27 27 12.41103(N)    098 55 00.57004(W) AD(       ) 1
 AJ1316  NGVD 29 (07/19/86)  252.8    (m)          829.     (f) VERT ANG       
 AJ1316
 AJ1316.Superseded values are not recommended for survey control.
 AJ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1316.See file dsdata.txt to determine how the superseded data were derived.
 AJ1316
 AJ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0818936697(NAD 83)
 AJ1316_MARKER: DS = TRIANGULATION STATION DISK
 AJ1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1316
 AJ1316  HISTORY     - Date     Condition        Report By
 AJ1316  HISTORY     - 1974     MONUMENTED       NGS
 AJ1316
 AJ1316                          STATION DESCRIPTION
 AJ1316
 AJ1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1316'THE STATION IS ABOUT 5 MILES WEST AND 2 MILES NORTH OF BRUNI, 4-1/2
 AJ1316'MILES EAST AND 1 MILE NORTH OF MIRANDO CITY, 3-1/4 MILES EAST AND
 AJ1316'1 MILE SOUTH OF OILTON AND ON THE SOUTH RIGHT-OF-WAY OF STATE
 AJ1316'HIGHWAY 359.
 AJ1316'
 AJ1316'TO REACH THE STATION FROM THE POST OFFICE IN OILTON, GO
 AJ1316'EAST-SOUTHEAST ON STATE HIGHWAY 359 FOR 3.3 MILES TO A GRAVELED SIDE
 AJ1316'ROAD AND REFERENCE MARK 3 ON THE LEFT.  CONTINUE
 AJ1316'EAST-SOUTHEAST ON STATE HIGHWAY 359 FOR 0.4 MILE TO THE
 AJ1316'STATION ON THE RIGHT.
 AJ1316'
 AJ1316'STATION MARKS ARE STANDARD DISKS, STAMPED OILTON 1974.  THE SURFACE
 AJ1316'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AJ1316'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 45.0 FEET SOUTH
 AJ1316'OF THE CENTER OF STATE HIGHWAY 359, 1.7 FEET EAST-NORTHEAST OF A
 AJ1316'WITNESS POST AND 1.6 FEET NORTH OF A FENCE.  THE UNDERGROUND DISK IS
 AJ1316'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 AJ1316'SURFACE.
 AJ1316'
 AJ1316'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OILTON NO 1 1974, SET IN
 AJ1316'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1316'4 INCHES ABOVE THE GROUND.  IT IS 47.0 FEET SOUTH OF THE CENTER OF
 AJ1316'STATE HIGHWAY 359, 28.5 FEET EAST OF THE WITNESS POST, 1.0 FOOT
 AJ1316'NORTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1316'
 AJ1316'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OILTON NO 2 1974, SET IN
 AJ1316'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 6
 AJ1316'INCHES ABOVE THE GROUND.  IT IS 47.0 FEET SOUTH OF THE CENTER OF
 AJ1316'STATE HIGHWAY 359, 23.8 FEET WEST OF THE WITNESS POST, 1.0 FOOT
 AJ1316'NORTH OF THE FENCE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 AJ1316'
 AJ1316'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED OILTON NO 3 1974,
 AJ1316'CEMENTED IN A DRILL HOLE IN THE EAST HEADWALL OF A CONCRETE
 AJ1316'CULVERT.  IT IS 41.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 359,
 AJ1316'19.0 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 15.4 FEET
 AJ1316'SOUTHWEST OF A FENCE CORNER POST AND 4.3 FEET NORTH OF A WITNESS
 AJ1316'POST.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AJ1316'
 AJ1316'NEAREST TOWN--OILTON.
 AJ1316'
 AJ1316'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1317 ***********************************************************************
 AJ1317  DESIGNATION -  OILTON FAA ARSR DOME
 AJ1317  PID         -  AJ1317
 AJ1317  STATE/COUNTY-  TX/WEBB
 AJ1317  USGS QUAD   -  OILTON (1972)
 AJ1317
 AJ1317                         *CURRENT SURVEY CONTROL
 AJ1317  ___________________________________________________________________
 AJ1317* NAD 83(1993)-  27 29 56.21796(N)    098 58 11.31275(W)     ADJUSTED  
 AJ1317* NAVD 88     -         0.     (meters)       0.     (feet)  VERTCON   
 AJ1317  ___________________________________________________________________
 AJ1317  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AJ1317  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AJ1317
 AJ1317  HORZ ORDER  -  THIRD
 AJ1317
 AJ1317.The horizontal coordinates were established by classical geodetic methods
 AJ1317.and adjusted by the National Geodetic Survey in February 1996..
 AJ1317
 AJ1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1317
 AJ1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1317
 AJ1317.The geoid height was determined by GEOID03.
 AJ1317
 AJ1317;                    North         East     Units Scale Factor Converg.
 AJ1317;SPC TX S     - 5,203,090.516   253,579.963   MT  0.99993240   -0 12 47.9
 AJ1317;SPC TX S     -17,070,472.80    831,953.60   sFT  0.99993240   -0 12 47.9
 AJ1317;UTM  14      - 3,041,700.811   502,982.063   MT  0.99960011   +0 00 50.2
 AJ1317
 AJ1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1317!SPC TX S     -   1.00000388  x   0.99993240  =   0.99993628
 AJ1317!UTM  14      -   1.00000388  x   0.99960011  =   0.99960399
 AJ1317
 AJ1317                          SUPERSEDED SURVEY CONTROL
 AJ1317
 AJ1317  NAD 83(1986)-  27 29 56.22032(N)    098 58 11.28622(W) AD(       ) 4
 AJ1317  NAD 27      -  27 29 55.12273(N)    098 58 10.19280(W) AD(       ) 3
 AJ1317  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1317
 AJ1317.Superseded values are not recommended for survey control.
 AJ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1317.See file dsdata.txt to determine how the superseded data were derived.
 AJ1317
 AJ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0298241701(NAD 83)
 AJ1317_MARKER: 26 = SPHERICAL RADOME
 AJ1317
 AJ1317  HISTORY     - Date     Condition        Report By
 AJ1317  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1317
 AJ1317                          STATION DESCRIPTION
 AJ1317
 AJ1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1317'THE STATION, OILTON FEDERAL AVIATION ADMINISTRATION, AIR ROUTE
 AJ1317'SURVEILLANCE RADAR DOME, IS THE CENTER OF THE TOP OF A ROUND DOME
 AJ1317'THAT IS PAINTED WHITE, IS 60 FEET HIGH AND IS OWNED BY THE FEDERAL
 AJ1317'AVIATION ADMINISTRATION.
 AJ1317'
 AJ1317'TO REACH FROM THE POST OFFICE IN OILTON, GO EAST ON STATE HIGHWAY 359
 AJ1317'FOR ABOUT 150 FEET TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO
 AJ1317'NORTH ON THE GRAVELED ROAD FOR 2.3 MILES TO THE DOME ON THE RIGHT.
 AJ1317'IT IS ABOUT 100 FEET EAST OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1356 ***********************************************************************
 AJ1356  DESIGNATION -  OILTON HOUSTON PIPELINE MAST
 AJ1356  PID         -  AJ1356
 AJ1356  STATE/COUNTY-  TX/WEBB
 AJ1356  USGS QUAD   -  MILLS BENNETT SW (1968)
 AJ1356
 AJ1356                         *CURRENT SURVEY CONTROL
 AJ1356  ___________________________________________________________________
 AJ1356* NAD 83(1993)-  27 31 14.97128(N)    098 58 19.46851(W)     ADJUSTED  
 AJ1356* NAVD 88     -         0.     (meters)       0.     (feet)  VERTCON   
 AJ1356  ___________________________________________________________________
 AJ1356  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AJ1356  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AJ1356
 AJ1356  HORZ ORDER  -  THIRD
 AJ1356
 AJ1356.The horizontal coordinates were established by classical geodetic methods
 AJ1356.and adjusted by the National Geodetic Survey in February 1996..
 AJ1356
 AJ1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1356
 AJ1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1356
 AJ1356.The geoid height was determined by GEOID03.
 AJ1356
 AJ1356;                    North         East     Units Scale Factor Converg.
 AJ1356;SPC TX S     - 5,205,515.280   253,365.187   MT  0.99993579   -0 12 51.6
 AJ1356;SPC TX S     -17,078,428.05    831,248.95   sFT  0.99993579   -0 12 51.6
 AJ1356;UTM  14      - 3,044,123.894   502,757.747   MT  0.99960009   +0 00 46.5
 AJ1356
 AJ1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1356!SPC TX S     -   1.00000388  x   0.99993579  =   0.99993967
 AJ1356!UTM  14      -   1.00000388  x   0.99960009  =   0.99960397
 AJ1356
 AJ1356                          SUPERSEDED SURVEY CONTROL
 AJ1356
 AJ1356  NAD 83(1986)-  27 31 14.97354(N)    098 58 19.44225(W) AD(       ) 4
 AJ1356  NAD 27      -  27 31 13.88005(N)    098 58 18.34666(W) AD(       ) 3
 AJ1356  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1356
 AJ1356.Superseded values are not recommended for survey control.
 AJ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1356.See file dsdata.txt to determine how the superseded data were derived.
 AJ1356
 AJ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0275844124(NAD 83)
 AJ1356_MARKER: 41 = ANTENNA MAST
 AJ1356
 AJ1356  HISTORY     - Date     Condition        Report By
 AJ1356  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1356
 AJ1356                          STATION DESCRIPTION
 AJ1356
 AJ1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1356'THE STATION, OILTON, HOUSTON PIPELINE COMPANY RELAY MAST, IS THE RED
 AJ1356'LIGHT ATOP A 320 FEET HIGH, STEEL, GUYED MAST THAT IS PAINTED
 AJ1356'ALTERNATELY RED AND WHITE.
 AJ1356'
 AJ1356'TO REACH FROM THE POST OFFICE IN OILTON, GO EAST ON STATE HIGHWAY 359
 AJ1356'FOR ABOUT 150 FEET TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO
 AJ1356'NORTH ON THE GRAVELED ROAD FOR 3.4 MILES TO WHERE THE ROAD TURNS
 AJ1356'LEFT AND LEADS WEST, AT A STEEL GATE STRAIGHT AHEAD.  TURN LEFT AND
 AJ1356'GO WEST ON THE GRAVELED ROAD FOR 0.2 MILE TO WHERE THE MAIN GRAVELED
 AJ1356'ROAD TURNS RIGHT AND A GRADED ROAD LEADS STRAIGHT AHEAD.
 AJ1356'CONTINUE AHEAD, WEST, ON THE GRADED ROAD FOR 0.4 MILE TO A TRACK
 AJ1356'ROAD RIGHT AND THE MAST ON THE RIGHT, ABOUT 300 FEET NORTH OF THE
 AJ1356'GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1354 ***********************************************************************
 AJ1354  DESIGNATION -  OILTON TV STA KZTV KVTV MAST
 AJ1354  PID         -  AJ1354
 AJ1354  STATE/COUNTY-  TX/WEBB
 AJ1354  USGS QUAD   -  MILLS BENNETT SW (1968)
 AJ1354
 AJ1354                         *CURRENT SURVEY CONTROL
 AJ1354  ___________________________________________________________________
 AJ1354* NAD 83(1993)-  27 31 02.22598(N)    098 57 48.48932(W)     ADJUSTED  
 AJ1354* NAVD 88     -         0.     (meters)       0.     (feet)  VERTCON   
 AJ1354  ___________________________________________________________________
 AJ1354  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ1354  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AJ1354
 AJ1354  HORZ ORDER  -  THIRD
 AJ1354
 AJ1354.The horizontal coordinates were established by classical geodetic methods
 AJ1354.and adjusted by the National Geodetic Survey in February 1996..
 AJ1354
 AJ1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1354
 AJ1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1354
 AJ1354.The geoid height was determined by GEOID03.
 AJ1354
 AJ1354;                    North         East     Units Scale Factor Converg.
 AJ1354;SPC TX S     - 5,205,119.844   254,213.837   MT  0.99993523   -0 12 37.5
 AJ1354;SPC TX S     -17,077,130.69    834,033.23   sFT  0.99993523   -0 12 37.5
 AJ1354;UTM  14      - 3,043,731.959   503,607.673   MT  0.99960016   +0 01 00.8
 AJ1354
 AJ1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1354!SPC TX S     -   1.00000388  x   0.99993523  =   0.99993911
 AJ1354!UTM  14      -   1.00000388  x   0.99960016  =   0.99960404
 AJ1354
 AJ1354                          SUPERSEDED SURVEY CONTROL
 AJ1354
 AJ1354  NAD 83(1986)-  27 31 02.22835(N)    098 57 48.46301(W) AD(       ) 4
 AJ1354  NAD 27      -  27 31 01.13307(N)    098 57 47.36833(W) AD(       ) 3
 AJ1354  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1354
 AJ1354.Superseded values are not recommended for survey control.
 AJ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1354.See file dsdata.txt to determine how the superseded data were derived.
 AJ1354
 AJ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0360843732(NAD 83)
 AJ1354_MARKER: 42 = RADIO/TV MAST
 AJ1354
 AJ1354  HISTORY     - Date     Condition        Report By
 AJ1354  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1354
 AJ1354                          STATION DESCRIPTION
 AJ1354
 AJ1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1354'THE STATION, OILTON KZTV-KVTV TELEVISION RELAY MAST, IS THE CENTER OF
 AJ1354'THE TOP OF A STEEL, GUYED MAST THAT IS PAINTED ALTERNATELY RED AND
 AJ1354'WHITE AND IS 350 FEET HIGH.
 AJ1354'
 AJ1354'TO REACH FROM THE POST OFFICE IN OILTON, GO EAST ON STATE HIGHWAY 359
 AJ1354'FOR ABOUT 150 FEET TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO
 AJ1354'NORTH ON THE GRAVELED ROAD FOR 3.4 MILES TO WHERE THE ROAD TURNS
 AJ1354'LEFT AND LEADS WEST, AT A STEEL GATE STRAIGHT AHEAD.  TURN LEFT AND
 AJ1354'GO WEST ON THE GRAVELED ROAD FOR 0.15 MILE TO THE MAST ON THE RIGHT,
 AJ1354'ABOUT 300 FEET NORTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0326 ***********************************************************************
 BB0326  DESIGNATION -  OJO
 BB0326  PID         -  BB0326
 BB0326  STATE/COUNTY-  TX/PRESIDIO
 BB0326  USGS QUAD   -  CIENEGUITA (1983)
 BB0326
 BB0326                         *CURRENT SURVEY CONTROL
 BB0326  ___________________________________________________________________
 BB0326* NAD 83(1993)-  29 58 56.51254(N)    104 22 03.58083(W)     ADJUSTED  
 BB0326* NAVD 88     -      1540.     (meters)    5052.     (feet)  SCALED    
 BB0326  ___________________________________________________________________
 BB0326  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 BB0326  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BB0326
 BB0326  HORZ ORDER  -  SECOND
 BB0326
 BB0326.The horizontal coordinates were established by classical geodetic methods
 BB0326.and adjusted by the National Geodetic Survey in February 1996..
 BB0326
 BB0326.The orthometric height was scaled from a topographic map.
 BB0326
 BB0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0326
 BB0326.The geoid height was determined by GEOID03.
 BB0326
 BB0326;                    North         East     Units Scale Factor Converg.
 BB0326;SPC TXSC     - 4,250,058.455    82,222.463   MT  0.99992691   -2 37 46.9
 BB0326;SPC TXSC     -13,943,733.45    269,758.20   sFT  0.99992691   -2 37 46.9
 BB0326;UTM  13      - 3,316,999.426   560,999.005   MT  0.99964591   +0 18 57.6
 BB0326
 BB0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0326!SPC TXSC     -   0.99976176  x   0.99992691  =   0.99968869
 BB0326!UTM  13      -   0.99976176  x   0.99964591  =   0.99940775
 BB0326
 BB0326|---------------------------------------------------------------------|
 BB0326| PID    Reference Object                     Distance      Geod. Az  |
 BB0326|                                                           dddmmss.s |
 BB0326| CH9202 OJO RM 1                              7.865 METERS 12040     |
 BB0326| CH9203 OJO RM 2                              7.482 METERS 21541     |
 BB0326| CH9201 OJO AZ MK                                          3312425.0 |
 BB0326|---------------------------------------------------------------------|
 BB0326
 BB0326                          SUPERSEDED SURVEY CONTROL
 BB0326
 BB0326  NAD 83(1986)-  29 58 56.50605(N)    104 22 03.57933(W) AD(       ) 2
 BB0326  NAD 27      -  29 58 55.91100(N)    104 22 01.88100(W) AD(       ) 2
 BB0326
 BB0326.Superseded values are not recommended for survey control.
 BB0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0326.See file dsdata.txt to determine how the superseded data were derived.
 BB0326
 BB0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP6099916999(NAD 83)
 BB0326_MARKER: DD = SURVEY DISK
 BB0326_SETTING: 66 = SET IN ROCK OUTCROP
 BB0326
 BB0326  HISTORY     - Date     Condition        Report By
 BB0326  HISTORY     - 1943     MONUMENTED       CGS
 BB0326
 BB0326                          STATION DESCRIPTION
 BB0326
 BB0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHG)
 BB0326'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT, ROUND
 BB0326'BUTTE WHICH IS 31 MILES SW OF MARFA, 12 MILES NW OF SHAFTER,
 BB0326'AND 9 MILES SW OF THE LOVE RANCH DEEP WELL.
 BB0326'
 BB0326'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 BB0326'OUTCROPPING BEDROCK AND IS STAMPED OJO 1942.
 BB0326'
 BB0326'NO UNDERGROUND MARK WAS ESTABLISHED.
 BB0326'
 BB0326'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL
 BB0326'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES ABOVE THE
 BB0326'SURFACE OF THE GROUND AND IS 4 FEET LOWER THAN THE STATION
 BB0326'MARK.  IT IS STAMPED OJO NO. 1 1942.
 BB0326'
 BB0326'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL
 BB0326'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 INCH ABOVE
 BB0326'THE SURFACE OF THE GROUND AND IS 18 INCHES LOWER THAN THE
 BB0326'STATION MARK.  IT IS STAMPED OJO NO. 2 1942.
 BB0326'
 BB0326'THE AZIMUTH MARK IS 1 MILE NNW OF THE STATION AND 0.2 MILE
 BB0326'N OF THE FIRST GATE MENTIONED BELOW.  IT IS A BRONZE DISK
 BB0326'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 BB0326'FLUSH AND IS STAMPED OJO 1942.  THERE IS A SMALL ROCK CAIRN
 BB0326'ABOUT 5 FEET NW.
 BB0326'
 BB0326'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 BB0326'
 BB0326'TO REACH THE STATION FROM THE POST OFFICE IN MARFA GO S 1/2
 BB0326'BLOCK TO INTERSECTION WITH U.S. HIGHWAY 90.  TURN RIGHT, W,
 BB0326'AND GO 0.6 MILE TO THE RUIDOSA HIGHWAY ON THE LEFT.  TURN
 BB0326'LEFT AND GO S AND W ON THE RUIDOSA HIGHWAY FOR 18.3 MILES TO
 BB0326'THE FLETCHER RANCH HOUSE ON THE RIGHT.  TURN LEFT AS PER
 BB0326'SIGN LOVES RANCH AND FOLLOW THE MAIN ROAD S AND W 7.2 MILES
 BB0326'TO LOVES DEEP WELL.  BEAR TO THE RIGHT AND CONTINUE W AND
 BB0326'SW ON THE MAIN-TRAVELED ROAD 8.0 MILES TO FORKS.  TAKE THE
 BB0326'LEFT FORK S AND CONTINUE SOUTHERLY DOWNGRADE 1.7 MILES TO
 BB0326'FORKS.  TAKE THE LEFT FORK OFF THE MAIN ROAD AND GO 50
 BB0326'YARDS TO FORKS.  TAKE THE RIGHT FORK S DOWNGRADE 1.4
 BB0326'MILES TO SOME OLD CORRALS ON THE RIGHT.  PASS THROUGH A
 BB0326'GATE AND GO 0.4 MILE TO ANOTHER GATE.  PASS THROUGH THE GATE AND
 BB0326'GO 0.2 MILE TO A CORRAL.  THE STATION IS ABOUT 1/2 MILE
 BB0326'ESE OF THE CORRAL.  CONTINUE S ON A TRACK ROAD, KEEPING
 BB0326'THE LEFT FORKS, FOR 0.9 MILE.  BEAR LEFT OFF THE ROAD
 BB0326'AND GO ACROSS COUNTRY 0.1 MILE TO THE S BASE OF THE
 BB0326'BUTTE AND THE END OF TRUCK TRAVEL.  PACK N UP THE STEEP SLOPE TO
 BB0326'THE HIGHEST POINT AND THE STATION.  A 30-MINUE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1475 ***********************************************************************
 AH1475  DESIGNATION -  OJO DE AQUA WINDMILL
 AH1475  PID         -  AH1475
 AH1475  STATE/COUNTY-  TX/KLEBERG
 AH1475  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1475
 AH1475                         *CURRENT SURVEY CONTROL
 AH1475  ___________________________________________________________________
 AH1475* NAD 83(1993)-  27 27 53.75306(N)    097 25 24.10987(W)     ADJUSTED  
 AH1475* NAVD 88     -                                                        
 AH1475  ___________________________________________________________________
 AH1475  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AH1475  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH1475
 AH1475  HORZ ORDER  -  THIRD
 AH1475
 AH1475.The horizontal coordinates were established by classical geodetic methods
 AH1475.and adjusted by the National Geodetic Survey in February 1996..
 AH1475
 AH1475
 AH1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1475
 AH1475.The geoid height was determined by GEOID03.
 AH1475
 AH1475;                    North         East     Units Scale Factor Converg.
 AH1475;SPC TX S     - 5,199,688.700   406,409.404   MT  0.99992744   +0 29 19.7
 AH1475;SPC TX S     -17,059,312.01  1,333,361.52   sFT  0.99992744   +0 29 19.7
 AH1475;UTM  14      - 3,038,921.119   655,789.177   MT  0.99989959   +0 43 38.3
 AH1475
 AH1475                          SUPERSEDED SURVEY CONTROL
 AH1475
 AH1475  NAD 83(1986)-  27 27 53.76575(N)    097 25 24.08533(W) AD(       ) 4
 AH1475  NAD 27      -  27 27 52.62100(N)    097 25 23.10500(W) AD(       ) 3
 AH1475
 AH1475.Superseded values are not recommended for survey control.
 AH1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1475.See file dsdata.txt to determine how the superseded data were derived.
 AH1475
 AH1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5578938921(NAD 83)
 AH1475_MARKER: 66 = WINDMILL
 AH1475
 AH1475  HISTORY     - Date     Condition        Report By
 AH1475  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1475
 AH1475                          STATION DESCRIPTION
 AH1475
 AH1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1475'ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 7-1/2
 AH1475'MILES SOUTHEAST OF LAURELES, AT OJO DE AGUA CAMP.  IT IS
 AH1475'OF WOODEN CONSTRUCTION AND IN A SECTION OF THE CORRALS AT
 AH1475'OJO DE AGUA CAMP, 50 FT. SOUTH OF A CIRCULAR CONCRETE TANK
 AH1475'USED TO STORE WATER.
 AH1475'
 AH1475'THE NAME OJO DE AGUA IS SAID TO MEAN WATER EYE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0743 ***********************************************************************
 EM0743  DESIGNATION -  OKLAHOMA TEX BDRY REF MON 4
 EM0743  PID         -  EM0743
 EM0743  STATE/COUNTY-  TX/WICHITA
 EM0743  USGS QUAD   -  BURKBURNETT (1981)
 EM0743
 EM0743                         *CURRENT SURVEY CONTROL
 EM0743  ___________________________________________________________________
 EM0743* NAD 83(1993)-  34 07 00.89535(N)    098 34 00.39156(W)     ADJUSTED  
 EM0743* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 EM0743  ___________________________________________________________________
 EM0743  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 EM0743  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EM0743
 EM0743  HORZ ORDER  -  THIRD
 EM0743
 EM0743.The horizontal coordinates were established by classical geodetic methods
 EM0743.and adjusted by the National Geodetic Survey in February 1996..
 EM0743
 EM0743.The orthometric height was scaled from a topographic map.
 EM0743
 EM0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0743
 EM0743.The geoid height was determined by GEOID03.
 EM0743
 EM0743;                    North         East     Units Scale Factor Converg.
 EM0743;SPC TXNC     - 2,271,727.930   593,839.151   MT  1.00004537   -0 02 11.1
 EM0743;SPC TXNC     - 7,453,160.72  1,948,287.28   sFT  1.00004537   -0 02 11.1
 EM0743;SPC OK S     -    87,064.500   547,712.315   MT  0.99996898   -0 19 18.2
 EM0743;SPC OK S     -   285,644.11  1,796,952.82   sFT  0.99996898   -0 19 18.2
 EM0743;UTM  14      - 3,775,204.165   539,952.597   MT  0.99961968   +0 14 34.8
 EM0743
 EM0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0743!SPC TXNC     -   0.99995479  x   1.00004537  =   1.00000016
 EM0743!SPC OK S     -   0.99995479  x   0.99996898  =   0.99992378
 EM0743!UTM  14      -   0.99995479  x   0.99961968  =   0.99957449
 EM0743
 EM0743                          SUPERSEDED SURVEY CONTROL
 EM0743
 EM0743  NAD 83(1993)-  34 07 00.89536(N)    098 34 00.39154(W) AD(       ) 3
 EM0743  NAD 83(1986)-  34 07 00.89946(N)    098 34 00.37836(W) AD(       ) 3
 EM0743  NAD 27      -  34 07 00.56600(N)    098 33 59.16900(W) AD(       ) 3
 EM0743
 EM0743.Superseded values are not recommended for survey control.
 EM0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0743.See file dsdata.txt to determine how the superseded data were derived.
 EM0743
 EM0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3995375204(NAD 83)
 EM0743_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0743_SETTING: 0 = UNSPECIFIED SETTING
 EM0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0743
 EM0743  HISTORY     - Date     Condition        Report By
 EM0743  HISTORY     - 1923     MONUMENTED       USSC
 EM0743
 EM0743                          STATION DESCRIPTION
 EM0743
 EM0743'DESCRIBED BY US SUPREME COURT 1923 (EOH)
 EM0743'STATION IS ABOUT 1 MI. N AND A SHORT DISTANCE E OF THE TOWN
 EM0743'OF BURKBURNETT, IN THE T.J. REDMAN SURVEY, NO. 816.  IT IS ON THE
 EM0743'TEXAS BLUFF, 90 FT. S OF THE TOP OF A STEEP SLOPE, AT A
 EM0743'POINT 630 FT. E OF THE FOWLER FARMHOUSE.  THERE IS A LARGE
 EM0743'RED BARN AND A GALVANIZED-IRON SILO BETWEEN THE MONUMENT AND
 EM0743'THE FARMHOUSE.  POINT IS DESIGNATED FOWLER STATION.
 EM0743'
 EM0743'STATION IS MARKED WITH A SPECIAL MONUMENT, BRONZE TABLET OF THE
 EM0743'SUPREME COURT OF THE UNITED STATES, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0755 ***********************************************************************
 EM0755  DESIGNATION -  OKLAHOMA TEX BDRY REF MON 15
 EM0755  PID         -  EM0755
 EM0755  STATE/COUNTY-  TX/WICHITA
 EM0755  USGS QUAD   -  CLARA (1972)
 EM0755
 EM0755                         *CURRENT SURVEY CONTROL
 EM0755  ___________________________________________________________________
 EM0755* NAD 83(1993)-  34 06 47.80268(N)    098 43 43.15920(W)     ADJUSTED  
 EM0755* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 EM0755  ___________________________________________________________________
 EM0755  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 EM0755  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EM0755
 EM0755  HORZ ORDER  -  THIRD
 EM0755
 EM0755.The horizontal coordinates were established by classical geodetic methods
 EM0755.and adjusted by the National Geodetic Survey in February 1996..
 EM0755
 EM0755.The orthometric height was scaled from a topographic map.
 EM0755
 EM0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0755
 EM0755.The geoid height was determined by GEOID03.
 EM0755
 EM0755;                    North         East     Units Scale Factor Converg.
 EM0755;SPC TXNC     - 2,271,345.498   578,902.892   MT  1.00004419   -0 07 28.9
 EM0755;SPC TXNC     - 7,451,906.02  1,899,283.90   sFT  1.00004419   -0 07 28.9
 EM0755;SPC OK S     -    86,756.936   532,775.456   MT  0.99996950   -0 24 48.9
 EM0755;SPC OK S     -   284,635.05  1,747,947.48   sFT  0.99996950   -0 24 48.9
 EM0755;UTM  14      - 3,774,749.425   525,024.815   MT  0.99960772   +0 09 07.8
 EM0755
 EM0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0755!SPC TXNC     -   0.99995061  x   1.00004419  =   0.99999480
 EM0755!SPC OK S     -   0.99995061  x   0.99996950  =   0.99992011
 EM0755!UTM  14      -   0.99995061  x   0.99960772  =   0.99955835
 EM0755
 EM0755:                Primary Azimuth Mark                     Grid Az
 EM0755:SPC TXNC     -  OKLA BDRY N R LINE 15 14                 020 42 58.1
 EM0755:SPC OK S     -  OKLA BDRY N R LINE 15 14                 021 00 18.1
 EM0755:UTM  14      -  OKLA BDRY N R LINE 15 14                 020 26 21.4
 EM0755
 EM0755|---------------------------------------------------------------------|
 EM0755| PID    Reference Object                     Distance      Geod. Az  |
 EM0755|                                                           dddmmss.s |
 EM0755| EM0758 OKLA BDRY N R LINE 15 14            APPROX. 3.7 KM 0203529.2 |
 EM0755|---------------------------------------------------------------------|
 EM0755
 EM0755                          SUPERSEDED SURVEY CONTROL
 EM0755
 EM0755  NAD 83(1993)-  34 06 47.80268(N)    098 43 43.15918(W) AD(       ) 3
 EM0755  NAD 83(1986)-  34 06 47.80734(N)    098 43 43.14642(W) AD(       ) 3
 EM0755  NAD 27      -  34 06 47.47400(N)    098 43 41.91300(W) AD(       ) 3
 EM0755
 EM0755.Superseded values are not recommended for survey control.
 EM0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0755.See file dsdata.txt to determine how the superseded data were derived.
 EM0755
 EM0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2502574749(NAD 83)
 EM0755_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0755_SETTING: 0 = UNSPECIFIED SETTING
 EM0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0755
 EM0755  HISTORY     - Date     Condition        Report By
 EM0755  HISTORY     - 1923     MONUMENTED       USSC
 EM0755
 EM0755                          STATION DESCRIPTION
 EM0755
 EM0755'DESCRIBED BY US SUPREME COURT 1923 (EOH)
 EM0755'STATION IS ABOUT 1000 FT. S OF THE S BLUFF OF RED RIVER,
 EM0755'ON LAND OWNED BY HENRY SCROEDER, AND ON ORIGINAL SURVEY
 EM0755'NO. 828.  IT IS ABOUT 2 MI. W AND 1-1/2 MI. N OF CLARA.
 EM0755'THE HOUSE OF HENRY SCROEDER BEARS S 36 DEG W, 440 FT. DISTANT.
 EM0755'THE NEAREST POINT ON A PUBLIC ROAD BEARS S 73 DEG 45 MIN W,
 EM0755'DISTANT 1200 FT.  THE POINT IS DESIGNATED SCROEDER STATION.
 EM0755'
 EM0755'STATION IS MARKED WITH A SPECIAL MONUMENT, BRONZE TABLET OF THE
 EM0755'SUPREME COURT OF THE UNITED STATES, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0736 ***********************************************************************
 EM0736  DESIGNATION -  OKLAHOMA TEXAS BDRY REF MON 7
 EM0736  PID         -  EM0736
 EM0736  STATE/COUNTY-  TX/WICHITA
 EM0736  USGS QUAD   -  DEVOL (1985)
 EM0736
 EM0736                         *CURRENT SURVEY CONTROL
 EM0736  ___________________________________________________________________
 EM0736* NAD 83(1993)-  34 08 14.20350(N)    098 36 36.06219(W)     ADJUSTED  
 EM0736* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 EM0736  ___________________________________________________________________
 EM0736  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 EM0736  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EM0736
 EM0736  HORZ ORDER  -  THIRD
 EM0736
 EM0736.The horizontal coordinates were established by classical geodetic methods
 EM0736.and adjusted by the National Geodetic Survey in February 1996..
 EM0736
 EM0736.The orthometric height was scaled from a topographic map.
 EM0736
 EM0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0736
 EM0736.The geoid height was determined by GEOID03.
 EM0736
 EM0736;                    North         East     Units Scale Factor Converg.
 EM0736;SPC TXNC     - 2,273,990.197   589,851.931   MT  1.00005206   -0 03 36.0
 EM0736;SPC TXNC     - 7,460,582.84  1,935,205.88   sFT  1.00005206   -0 03 36.0
 EM0736;SPC OK S     -    89,346.440   543,736.750   MT  0.99996617   -0 20 46.5
 EM0736;SPC OK S     -   293,130.78  1,783,909.65   sFT  0.99996617   -0 20 46.5
 EM0736;UTM  14      - 3,777,446.014   535,956.125   MT  0.99961594   +0 13 07.9
 EM0736
 EM0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0736!SPC TXNC     -   0.99995433  x   1.00005206  =   1.00000639
 EM0736!SPC OK S     -   0.99995433  x   0.99996617  =   0.99992050
 EM0736!UTM  14      -   0.99995433  x   0.99961594  =   0.99957029
 EM0736
 EM0736:                Primary Azimuth Mark                     Grid Az
 EM0736:SPC TXNC     -  OKLAHOMA TEX BDRY SECS 34 35             315 03 00.3
 EM0736:SPC OK S     -  OKLAHOMA TEX BDRY SECS 34 35             315 20 10.8
 EM0736:UTM  14      -  OKLAHOMA TEX BDRY SECS 34 35             314 46 16.4
 EM0736
 EM0736|---------------------------------------------------------------------|
 EM0736| PID    Reference Object                     Distance      Geod. Az  |
 EM0736|                                                           dddmmss.s |
 EM0736| EM0761 OKLAHOMA TEX BDRY SECS 34 35        APPROX. 4.6 KM 3145924.3 |
 EM0736|---------------------------------------------------------------------|
 EM0736
 EM0736                          SUPERSEDED SURVEY CONTROL
 EM0736
 EM0736  NAD 83(1993)-  34 08 14.20350(N)    098 36 36.06219(W) AD(       ) 3
 EM0736  NAD 83(1986)-  34 08 14.20775(N)    098 36 36.04906(W) AD(       ) 3
 EM0736  NAD 27      -  34 08 13.87700(N)    098 36 34.82800(W) AD(       ) 3
 EM0736
 EM0736.Superseded values are not recommended for survey control.
 EM0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0736.See file dsdata.txt to determine how the superseded data were derived.
 EM0736
 EM0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3595677446(NAD 83)
 EM0736_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0736_SETTING: 0 = UNSPECIFIED SETTING
 EM0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0736
 EM0736  HISTORY     - Date     Condition        Report By
 EM0736  HISTORY     - 1923     MONUMENTED       USSC
 EM0736
 EM0736                          STATION DESCRIPTION
 EM0736
 EM0736'DESCRIBED BY US SUPREME COURT 1923 (EOH)
 EM0736'STATION IS IN THE WILLIAM RIVERS SURVEY, NO. 810, ABOUT 2 MI.
 EM0736'W AND 3 MI. N OF BURKBURNETT, NEAR THE SINCLAIR PUMP STATION,
 EM0736'ON A GENTLE N SLOPE ABOUT 1000 FT. S OF THE TOP OF THE
 EM0736'TEXAS BLUFF, AND ON THE MERIDIONAL EXTENSION OF THE LINE
 EM0736'BETWEEN RANGES 13 AND 14 W, IN OKLAHOMA.  POINT IS DESIGNATED
 EM0736'SOUTH RANGE LINE STATION 14/13.
 EM0736'
 EM0736'STATION IS MARKED WITH A SPECIAL MONUMENT, BRONZE TABLET
 EM0736'OF THE SUPREME COURT OF THE UNITED STATES, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0748 ***********************************************************************
 EM0748  DESIGNATION -  OKLAHOMA TEXAS BDRY REF MON 2
 EM0748  PID         -  EM0748
 EM0748  STATE/COUNTY-  TX/WICHITA
 EM0748  USGS QUAD   -  BURKBURNETT (1981)
 EM0748
 EM0748                         *CURRENT SURVEY CONTROL
 EM0748  ___________________________________________________________________
 EM0748* NAD 83(1993)-  34 05 32.25257(N)    098 31 32.92353(W)     ADJUSTED  
 EM0748* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 EM0748  ___________________________________________________________________
 EM0748  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 EM0748  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EM0748
 EM0748  HORZ ORDER  -  THIRD
 EM0748
 EM0748.The horizontal coordinates were established by classical geodetic methods
 EM0748.and adjusted by the National Geodetic Survey in February 1996..
 EM0748
 EM0748.The orthometric height was scaled from a topographic map.
 EM0748
 EM0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0748
 EM0748.The geoid height was determined by GEOID03.
 EM0748
 EM0748;                    North         East     Units Scale Factor Converg.
 EM0748;SPC TXNC     - 2,268,994.864   597,617.848   MT  1.00003746   -0 00 50.7
 EM0748;SPC TXNC     - 7,444,193.98  1,960,684.56   sFT  1.00003746   -0 00 50.7
 EM0748;SPC OK S     -    84,312.876   551,477.112   MT  0.99997255   -0 17 54.5
 EM0748;SPC OK S     -   276,616.49  1,809,304.49   sFT  0.99997255   -0 17 54.5
 EM0748;UTM  14      - 3,772,490.714   543,742.997   MT  0.99962359   +0 15 56.9
 EM0748
 EM0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0748!SPC TXNC     -   0.99995118  x   1.00003746  =   0.99998864
 EM0748!SPC OK S     -   0.99995118  x   0.99997255  =   0.99992373
 EM0748!UTM  14      -   0.99995118  x   0.99962359  =   0.99957479
 EM0748
 EM0748                          SUPERSEDED SURVEY CONTROL
 EM0748
 EM0748  NAD 83(1993)-  34 05 32.25257(N)    098 31 32.92347(W) AD(       ) 3
 EM0748  NAD 83(1986)-  34 05 32.25641(N)    098 31 32.91024(W) AD(       ) 3
 EM0748  NAD 27      -  34 05 31.92100(N)    098 31 31.70800(W) AD(       ) 3
 EM0748
 EM0748.Superseded values are not recommended for survey control.
 EM0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0748.See file dsdata.txt to determine how the superseded data were derived.
 EM0748
 EM0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4374372491(NAD 83)
 EM0748_MARKER: DD = SURVEY DISK
 EM0748_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EM0748_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EM0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0748
 EM0748  HISTORY     - Date     Condition        Report By
 EM0748  HISTORY     - 1923     MONUMENTED       USSC
 EM0748
 EM0748                          STATION DESCRIPTION
 EM0748
 EM0748'DESCRIBED BY US SUPREME COURT 1923 (EOH)
 EM0748'STATION IS ON A PROMINENT KNOLL OVERLOOKING THE RIVER VALLEY
 EM0748'IN THE JOHN DECK SURVEY NO. 275.  IT IS ABOUT 3 MI. E AND
 EM0748'1/2 MI. S OF BURKBURNETT, ON THE HIGHEST POINT OF THE KNOLL,
 EM0748'ABOUT 100 FT. S OF THE EDGE OF TIMBER GROWING ON THE STEEP
 EM0748'SLOPE OF A BLUFF.
 EM0748'
 EM0748'IT MAY BE CONVENIENTLY REACHED FROM THE TEXAS COMPANYS PUMP
 EM0748'STATION WHICH IS AT THE NEAREST POINT ON THE PUBLIC ROAD
 EM0748'AND FROM WHICH THE HIGHEST PART OF THE TEXAS BLUFF MAY BE
 EM0748'RECOGNIZED TO THE NW, A LITTLE OVER 1 MI. DISTANT.  MONUMENT
 EM0748'DESIGNATED HOLMAN STATION.  IT IS MARKED WITH A SPECIAL
 EM0748'MONUMENT, BRONZE TABLET OF THE SUPREME COURT OF THE UNITED
 EM0748'STATES, SET IN CONCRETE.
 EM0748'
 EM0748'ELEVATION OF GROUND AT STATION IS 338 M. (1109 FT.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0762 ***********************************************************************
 EM0762  DESIGNATION -  OKLAHOMA TEXAS BDRY REF MON 12
 EM0762  PID         -  EM0762
 EM0762  STATE/COUNTY-  TX/WICHITA
 EM0762  USGS QUAD   -  GRANDFIELD (1985)
 EM0762
 EM0762                         *CURRENT SURVEY CONTROL
 EM0762  ___________________________________________________________________
 EM0762* NAD 83(1993)-  34 08 05.24370(N)    098 40 42.23317(W)     ADJUSTED  
 EM0762* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 EM0762  ___________________________________________________________________
 EM0762  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 EM0762  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EM0762
 EM0762  HORZ ORDER  -  THIRD
 EM0762
 EM0762.The horizontal coordinates were established by classical geodetic methods
 EM0762.and adjusted by the National Geodetic Survey in February 1996..
 EM0762
 EM0762.The orthometric height was scaled from a topographic map.
 EM0762
 EM0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0762
 EM0762.The geoid height was determined by GEOID03.
 EM0762
 EM0762;                    North         East     Units Scale Factor Converg.
 EM0762;SPC TXNC     - 2,273,722.768   583,543.972   MT  1.00005123   -0 05 50.3
 EM0762;SPC TXNC     - 7,459,705.45  1,914,510.51   sFT  1.00005123   -0 05 50.3
 EM0762;SPC OK S     -    89,110.633   537,428.069   MT  0.99996651   -0 23 06.3
 EM0762;SPC OK S     -   292,357.14  1,763,211.92   sFT  0.99996651   -0 23 06.3
 EM0762;UTM  14      - 3,777,148.078   529,652.304   MT  0.99961084   +0 10 49.7
 EM0762
 EM0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0762!SPC TXNC     -   0.99995027  x   1.00005123  =   1.00000150
 EM0762!SPC OK S     -   0.99995027  x   0.99996651  =   0.99991678
 EM0762!UTM  14      -   0.99995027  x   0.99961084  =   0.99956113
 EM0762
 EM0762:                Primary Azimuth Mark                     Grid Az
 EM0762:SPC TXNC     -  OKLAHOMA TEX BDRY REF MON 15             242 52 40.1
 EM0762:SPC OK S     -  OKLAHOMA TEX BDRY REF MON 15             243 09 56.1
 EM0762:UTM  14      -  OKLAHOMA TEX BDRY REF MON 15             242 36 00.1
 EM0762
 EM0762|---------------------------------------------------------------------|
 EM0762| PID    Reference Object                     Distance      Geod. Az  |
 EM0762|                                                           dddmmss.s |
 EM0762| EM0755 OKLAHOMA TEX BDRY REF MON 15        APPROX. 5.2 KM 2424649.8 |
 EM0762|---------------------------------------------------------------------|
 EM0762
 EM0762                          SUPERSEDED SURVEY CONTROL
 EM0762
 EM0762  NAD 83(1993)-  34 08 05.24373(N)    098 40 42.23316(W) AD(       ) 3
 EM0762  NAD 83(1986)-  34 08 05.24824(N)    098 40 42.22012(W) AD(       ) 3
 EM0762  NAD 27      -  34 08 04.91400(N)    098 40 40.99900(W) AD(       ) 3
 EM0762
 EM0762.Superseded values are not recommended for survey control.
 EM0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0762.See file dsdata.txt to determine how the superseded data were derived.
 EM0762
 EM0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2965277148(NAD 83)
 EM0762_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0762_SETTING: 0 = UNSPECIFIED SETTING
 EM0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0762
 EM0762  HISTORY     - Date     Condition        Report By
 EM0762  HISTORY     - 1923     MONUMENTED       USSC
 EM0762
 EM0762                          STATION DESCRIPTION
 EM0762
 EM0762'DESCRIBED BY US SUPREME COURT 1923 (EOH)
 EM0762'STATION IS ON A PROMINENT POINT OF THE TEXAS BLUFF, ABOUT
 EM0762'1/2 MI. W OF BRIDGETOWN, NEAR AN ELECTRIC POWERLINE WHICH
 EM0762'SERVES THE OIL FIELD WITHIN THE RIVERBED.  IT IS IN THE HRS.
 EM0762'OF L. POWELL SURVEY NO. 820, THE NE CORNER OF WHICH IS
 EM0762'COINCIDENT WITH WITNESS POST NO. 141.  POINT IS DESIGNATED POWER
 EM0762'LINE STATION.
 EM0762'
 EM0762'STATION IS MARKED WITH A SPECIAL MONUMENT, BRONZE TABLET OF THE
 EM0762'SUPREME COURT OF THE UNITED STATES, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0770 ***********************************************************************
 EM0770  DESIGNATION -  OKLAHOMA TEXAS BDRY REF MON 18
 EM0770  PID         -  EM0770
 EM0770  STATE/COUNTY-  TX/WICHITA
 EM0770  USGS QUAD   -  AUGUR CREEK (1985)
 EM0770
 EM0770                         *CURRENT SURVEY CONTROL
 EM0770  ___________________________________________________________________
 EM0770* NAD 83(1993)-  34 07 50.82241(N)    098 49 07.50329(W)     ADJUSTED  
 EM0770* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 EM0770  ___________________________________________________________________
 EM0770  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 EM0770  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EM0770
 EM0770  HORZ ORDER  -  THIRD
 EM0770
 EM0770.The horizontal coordinates were established by classical geodetic methods
 EM0770.and adjusted by the National Geodetic Survey in February 1996..
 EM0770
 EM0770.The orthometric height was scaled from a topographic map.
 EM0770
 EM0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0770
 EM0770.The geoid height was determined by GEOID03.
 EM0770
 EM0770;                    North         East     Units Scale Factor Converg.
 EM0770;SPC TXNC     - 2,273,309.026   570,596.049   MT  1.00004991   -0 10 25.8
 EM0770;SPC TXNC     - 7,458,348.03  1,872,030.54   sFT  1.00004991   -0 10 25.8
 EM0770;SPC OK S     -    88,762.310   524,479.307   MT  0.99996705   -0 27 53.1
 EM0770;SPC OK S     -   291,214.35  1,720,729.19   sFT  0.99996705   -0 27 53.1
 EM0770;UTM  14      - 3,776,672.034   516,712.275   MT  0.99960344   +0 06 06.1
 EM0770
 EM0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0770!SPC TXNC     -   0.99995252  x   1.00004991  =   1.00000243
 EM0770!SPC OK S     -   0.99995252  x   0.99996705  =   0.99991957
 EM0770!UTM  14      -   0.99995252  x   0.99960344  =   0.99955598
 EM0770
 EM0770                          SUPERSEDED SURVEY CONTROL
 EM0770
 EM0770  NAD 83(1993)-  34 07 50.82241(N)    098 49 07.50327(W) AD(       ) 3
 EM0770  NAD 83(1986)-  34 07 50.82745(N)    098 49 07.49067(W) AD(       ) 3
 EM0770  NAD 27      -  34 07 50.50000(N)    098 49 06.25000(W) AD(       ) 3
 EM0770
 EM0770.Superseded values are not recommended for survey control.
 EM0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0770.See file dsdata.txt to determine how the superseded data were derived.
 EM0770
 EM0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1671276672(NAD 83)
 EM0770_MARKER: DD = SURVEY DISK
 EM0770_SETTING: 0 = UNSPECIFIED SETTING
 EM0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0770
 EM0770  HISTORY     - Date     Condition        Report By
 EM0770  HISTORY     - 1923     MONUMENTED       USSC
 EM0770
 EM0770                          STATION DESCRIPTION
 EM0770
 EM0770'DESCRIBED BY US SUPREME COURT 1923 (EOH)
 EM0770'STATION IS ON W.E. PALMERS FARM, IN THE ORIGINAL JAMES COLE
 EM0770'SURVEY NO. 838, ABOUT 400 FT. S OF THE RIVER BLUFF, AND 130
 EM0770'FT. E OF THE W LINE OF PALMERS LAND.  IT IS 7 MI. N AND 5-1/2 MI.
 EM0770'E OF ELECTRA.  THE NEAREST POINT ON THE PUBLIC ROAD IS IN
 EM0770'FRONT OF PALMERS HOUSE, AND BEARS S 74 DEG 50 MIN E, DISTANT
 EM0770'2080 FT.  THE STATION IS ON THE MERIDIONAL EXTENSION OF THE LINE
 EM0770'BETWEEN RS. 15 AND 16 W, IN OKLAHOMA, AND IS DESIGNATED SOUTH
 EM0770'RANGE LINE 16/15.
 EM0770'
 EM0770'MARKED WITH A CONCRETE MONUMENT, MOLDED IN A MASS AT THE STATION
 EM0770'IN GALVANIZED-IRON FORMS 36 IN. LONG, 16 IN. UPPER DIAMETER,
 EM0770'24 IN. BASE DIAMETER, SET 30 IN. IN THE GROUND.  CENTER OF THE
 EM0770'MONUMENT IS MARKED WITH A HEAVY BRONZE DISK BEARING THE
 EM0770'INSCRIPTION OF THE SUPREME COURT OF THE UNITED STATES, TEXAS
 EM0770'AND OKLAHOMA BOUNDARY COMMISSION, 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0771 ***********************************************************************
 EM0771  DESIGNATION -  OKLAHOMA TEXAS BDRY REF MON 16
 EM0771  PID         -  EM0771
 EM0771  STATE/COUNTY-  TX/WICHITA
 EM0771  USGS QUAD   -  SUNSHINE HILL (1972)
 EM0771
 EM0771                         *CURRENT SURVEY CONTROL
 EM0771  ___________________________________________________________________
 EM0771* NAD 83(1993)-  34 07 10.82784(N)    098 45 58.20160(W)     ADJUSTED  
 EM0771* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 EM0771  ___________________________________________________________________
 EM0771  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 EM0771  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EM0771
 EM0771  HORZ ORDER  -  THIRD
 EM0771
 EM0771.The horizontal coordinates were established by classical geodetic methods
 EM0771.and adjusted by the National Geodetic Survey in February 1996..
 EM0771
 EM0771.The orthometric height was scaled from a topographic map.
 EM0771
 EM0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0771
 EM0771.The geoid height was determined by GEOID03.
 EM0771
 EM0771;                    North         East     Units Scale Factor Converg.
 EM0771;SPC TXNC     - 2,272,063.138   575,443.636   MT  1.00004627   -0 08 42.6
 EM0771;SPC TXNC     - 7,454,260.48  1,887,934.66   sFT  1.00004627   -0 08 42.6
 EM0771;SPC OK S     -    87,491.978   529,320.130   MT  0.99996860   -0 26 05.6
 EM0771;SPC OK S     -   287,046.60  1,736,611.13   sFT  0.99996860   -0 26 05.6
 EM0771;UTM  14      - 3,775,450.049   521,563.653   MT  0.99960573   +0 07 52.2
 EM0771
 EM0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0771!SPC TXNC     -   0.99995313  x   1.00004627  =   0.99999940
 EM0771!SPC OK S     -   0.99995313  x   0.99996860  =   0.99992173
 EM0771!UTM  14      -   0.99995313  x   0.99960573  =   0.99955888
 EM0771
 EM0771:                Primary Azimuth Mark                     Grid Az
 EM0771:SPC TXNC     -  OKLA TEX BDRY WIT COR SEC 10             002 20 22.4
 EM0771:SPC OK S     -  OKLA TEX BDRY WIT COR SEC 10             002 37 45.4
 EM0771:UTM  14      -  OKLA TEX BDRY WIT COR SEC 10             002 03 47.6
 EM0771
 EM0771|---------------------------------------------------------------------|
 EM0771| PID    Reference Object                     Distance      Geod. Az  |
 EM0771|                                                           dddmmss.s |
 EM0771| EM0767 OKLA TEX BDRY WIT COR SEC 10        APPROX. 2.6 KM 0021139.8 |
 EM0771|---------------------------------------------------------------------|
 EM0771
 EM0771                          SUPERSEDED SURVEY CONTROL
 EM0771
 EM0771  NAD 83(1993)-  34 07 10.82784(N)    098 45 58.20159(W) AD(       ) 3
 EM0771  NAD 83(1986)-  34 07 10.83266(N)    098 45 58.18889(W) AD(       ) 3
 EM0771  NAD 27      -  34 07 10.50300(N)    098 45 56.95800(W) AD(       ) 3
 EM0771
 EM0771.Superseded values are not recommended for survey control.
 EM0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0771.See file dsdata.txt to determine how the superseded data were derived.
 EM0771
 EM0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2156475450(NAD 83)
 EM0771_MARKER: DD = SURVEY DISK
 EM0771_SETTING: 0 = UNSPECIFIED SETTING
 EM0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0771
 EM0771  HISTORY     - Date     Condition        Report By
 EM0771  HISTORY     - 1923     MONUMENTED       USSC
 EM0771
 EM0771                          STATION DESCRIPTION
 EM0771
 EM0771'DESCRIBED BY US SUPREME COURT 1923 (EOH)
 EM0771'STATION IS ON THE FOSTER AND ALLEN FARM, IN ORIGINAL SURVEY
 EM0771'NO. 833, CLOSE TO THE TOP OF THE S BLUFF OF RED RIVER, AND
 EM0771'ABOUT 1000 FT. W OF TENTH CAVALRY CREEK.  IT IS 4 MI. W AND
 EM0771'2 MI. N OF CLARA.  THE BURKE-CAMERON OIL WELL NO. 1 BEARS
 EM0771'S 11 DEG 30 MIN W, DISTANT 565 FT.  THE NEAREST POINT ON A
 EM0771'PUBLIC ROAD BEARS S 86 DEG 15 MIN W, 1650 FT. DISTANT.  THE
 EM0771'POINT IS DESIGNATED BURKE-CAMERON STATION.
 EM0771'
 EM0771'MARKED WITH A CONCRETE MONUMENT, MOLDED IN A MASS AT THE
 EM0771'STATION IN A GALVANIZED-IRON FORM 36 IN. LONG, 16 IN. UPPER
 EM0771'DIAMETER, 24 IN. BASE DIAMETER, SET 30 IN. IN THE GROUND.  CENTER
 EM0771'OF EACH MONUMENT IS MARKED WITH A HEAVY BRONZE DISK BEARING THE
 EM0771'INSCRIPTION OF THE SUPREME COURT OF THE UNITED STATES, TEXAS
 EM0771'AND OKLAHOMA BOUNDARY COMMISSION, 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0781 ***********************************************************************
 EM0781  DESIGNATION -  OKLAHOMA TEXAS BDRY REF MON 21
 EM0781  PID         -  EM0781
 EM0781  STATE/COUNTY-  TX/WICHITA
 EM0781  USGS QUAD   -  COWBOY SPRINGS (1984)
 EM0781
 EM0781                         *CURRENT SURVEY CONTROL
 EM0781  ___________________________________________________________________
 EM0781* NAD 83(1993)-  34 08 34.18863(N)    098 52 34.85565(W)     ADJUSTED  
 EM0781* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 EM0781  ___________________________________________________________________
 EM0781  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 EM0781  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EM0781
 EM0781  HORZ ORDER  -  THIRD
 EM0781
 EM0781.The horizontal coordinates were established by classical geodetic methods
 EM0781.and adjusted by the National Geodetic Survey in February 1996..
 EM0781
 EM0781.The orthometric height was scaled from a topographic map.
 EM0781
 EM0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0781
 EM0781.The geoid height was determined by GEOID03.
 EM0781
 EM0781;                    North         East     Units Scale Factor Converg.
 EM0781;SPC TXNC     - 2,274,662.885   565,287.602   MT  1.00005390   -0 12 18.9
 EM0781;SPC TXNC     - 7,462,789.82  1,854,614.41   sFT  1.00005390   -0 12 18.9
 EM0781;SPC OK S     -    90,143.043   519,178.271   MT  0.99996542   -0 29 50.7
 EM0781;SPC OK S     -   295,744.30  1,703,337.38   sFT  0.99996542   -0 29 50.7
 EM0781;UTM  14      - 3,777,999.792   511,399.777   MT  0.99960160   +0 04 09.8
 EM0781
 EM0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0781!SPC TXNC     -   0.99995003  x   1.00005390  =   1.00000393
 EM0781!SPC OK S     -   0.99995003  x   0.99996542  =   0.99991545
 EM0781!UTM  14      -   0.99995003  x   0.99960160  =   0.99955165
 EM0781
 EM0781:                Primary Azimuth Mark                     Grid Az
 EM0781:SPC TXNC     -  SUNSHINE                                 141 04 15.1
 EM0781:SPC OK S     -  SUNSHINE                                 141 21 46.9
 EM0781:UTM  14      -  SUNSHINE                                 140 47 46.4
 EM0781
 EM0781|---------------------------------------------------------------------|
 EM0781| PID    Reference Object                     Distance      Geod. Az  |
 EM0781|                                                           dddmmss.s |
 EM0781| EM0773 SUNSHINE                            APPROX.11.6 KM 1405156.2 |
 EM0781|---------------------------------------------------------------------|
 EM0781
 EM0781                          SUPERSEDED SURVEY CONTROL
 EM0781
 EM0781  NAD 83(1993)-  34 08 34.18868(N)    098 52 34.85562(W) AD(       ) 3
 EM0781  NAD 83(1986)-  34 08 34.19395(N)    098 52 34.84315(W) AD(       ) 3
 EM0781  NAD 27      -  34 08 33.86400(N)    098 52 33.58900(W) AD(       ) 3
 EM0781
 EM0781.Superseded values are not recommended for survey control.
 EM0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0781.See file dsdata.txt to determine how the superseded data were derived.
 EM0781
 EM0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1140078000(NAD 83)
 EM0781_MARKER: DD = SURVEY DISK
 EM0781_SETTING: 0 = UNSPECIFIED SETTING
 EM0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0781
 EM0781  HISTORY     - Date     Condition        Report By
 EM0781  HISTORY     - 1923     MONUMENTED       USSC
 EM0781
 EM0781                          STATION DESCRIPTION
 EM0781
 EM0781'DESCRIBED BY US SUPREME COURT 1923 (EOH)
 EM0781'STATION IS ON THE J.D. BONHAM FARM, IN BLOCK 278 OF THE
 EM0781'WAGGONER COLONY SUBDIVISION, ON A SANDHILL, ABOUT 1000 FT.
 EM0781'S OF THE S BLUFF OF RED RIVER.  IT IS 7-1/2 MI. N AND 2 MI.
 EM0781'E OF ELECTRA.  THE N END OF THE ELECTRA TOLL BRIDGE ACROSS RED
 EM0781'RIVER BEARS N 40 DEG W.  A CHURCH STEEPLE BEARS S 48 DEG 30 MIN
 EM0781'W, DISTANT ABOUT 3 MI.  THE NEAREST POINT ON THE PUBLIC ROAD
 EM0781'BEARS S 42 DEG W, 1900 FT.
 EM0781'
 EM0781'THE STATION IS DESIGNATED CROSS STATION, AND IS MARKED WITH
 EM0781'A CONCRETE MONUMENT MOULDED IN A MASS AT THE STATION IN A
 EM0781'GALVANIZED-IRON FORM 36 IN. LONG, 16 IN. UPPER DIAMETER, 24 IN.
 EM0781'BASE DIAMETER, SET 30 IN. IN GROUND.  CENTER OF MONUMENT IS
 EM0781'MARKED WITH A HEAVY BRONZE DISK BEARING THE INSCRIPTION OF
 EM0781'THE SUPREME COURT OF THE UNITED STATES, TEXAS AND OKLAHOMA
 EM0781'BOUNDARY COMMISSION, 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0939 ***********************************************************************
 EM0939  DESIGNATION -  OKLAUNION MUNICIPAL TANK
 EM0939  PID         -  EM0939
 EM0939  STATE/COUNTY-  TX/WILBARGER
 EM0939  USGS QUAD   -  OKLAUNION (1985)
 EM0939
 EM0939                         *CURRENT SURVEY CONTROL
 EM0939  ___________________________________________________________________
 EM0939* NAD 83(1993)-  34 07 57.13986(N)    099 08 24.46741(W)     ADJUSTED  
 EM0939* NAVD 88     -                                                        
 EM0939  ___________________________________________________________________
 EM0939  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 EM0939  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EM0939
 EM0939  HORZ ORDER  -  THIRD
 EM0939
 EM0939.The horizontal coordinates were established by classical geodetic methods
 EM0939.and adjusted by the National Geodetic Survey in February 1996..
 EM0939
 EM0939
 EM0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0939
 EM0939.The geoid height was determined by GEOID03.
 EM0939
 EM0939;                    North         East     Units Scale Factor Converg.
 EM0939;SPC TXNC     - 2,273,638.987   540,951.133   MT  1.00005049   -0 20 56.8
 EM0939;SPC TXNC     - 7,459,430.58  1,774,770.51   sFT  1.00005049   -0 20 56.8
 EM0939;UTM  14      - 3,776,860.647   487,079.442   MT  0.99960206   -0 04 43.1
 EM0939
 EM0939                          SUPERSEDED SURVEY CONTROL
 EM0939
 EM0939  NAD 83(1993)-  34 07 57.13999(N)    099 08 24.46739(W) AD(       ) 4
 EM0939  NAD 83(1986)-  34 07 57.14624(N)    099 08 24.45709(W) AD(       ) 4
 EM0939  NAD 27      -  34 07 56.83088(N)    099 08 23.18425(W) AD(       ) 3
 EM0939
 EM0939.Superseded values are not recommended for survey control.
 EM0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0939.See file dsdata.txt to determine how the superseded data were derived.
 EM0939
 EM0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8707976861(NAD 83)
 EM0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0939+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 EM0939
 EM0939  HISTORY     - Date     Condition        Report By
 EM0939  HISTORY     - 1965     MONUMENTED       CGS
 EM0939  HISTORY     - 20040806 GOOD             USPSQD
 EM0939
 EM0939                          STATION DESCRIPTION
 EM0939
 EM0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0939'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL BOTTOM
 EM0939'ELEVATED WATER TANK, SUPPORTED BY FOUR LEGS AND HAS AN OVERALL
 EM0939'HEIGHT OF 145 FEET.  IT IS LOCATED IN THE OKLAUNION SCHOOLYARD.
 EM0939
 EM0939                          STATION RECOVERY (2004)
 EM0939
 EM0939'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 EM0939'RECOVERED AS DESCRIBED. THE SCHOOL YARD NO LONGER EXISTS.  THE TANK IS
 EM0939'LOCATED AT THE CORNER OF 2ND ST. AND FRONTAGEE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2583 ***********************************************************************
 CS2583  DESIGNATION -  OLA
 CS2583  PID         -  CS2583
 CS2583  STATE/COUNTY-  TX/KAUFMAN
 CS2583  USGS QUAD   -  OLA (1981)
 CS2583
 CS2583                         *CURRENT SURVEY CONTROL
 CS2583  ___________________________________________________________________
 CS2583* NAD 83(1993)-  32 34 31.99402(N)    096 10 32.13237(W)     ADJUSTED  
 CS2583* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 CS2583  ___________________________________________________________________
 CS2583  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CS2583  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS2583
 CS2583  HORZ ORDER  -  SECOND
 CS2583
 CS2583.The horizontal coordinates were established by classical geodetic methods
 CS2583.and adjusted by the National Geodetic Survey in February 1996..
 CS2583
 CS2583.The orthometric height was scaled from a topographic map.
 CS2583
 CS2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2583
 CS2583.The geoid height was determined by GEOID03.
 CS2583
 CS2583;                    North         East     Units Scale Factor Converg.
 CS2583;SPC TXNC     - 2,103,201.172   818,219.358   MT  0.99990691   +1 16 03.8
 CS2583;SPC TXNC     - 6,900,252.51  2,684,441.34   sFT  0.99990691   +1 16 03.8
 CS2583;UTM  14      - 3,607,754.781   765,145.920   MT  1.00046700   +1 31 17.7
 CS2583
 CS2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2583!SPC TXNC     -   0.99998105  x   0.99990691  =   0.99988797
 CS2583!UTM  14      -   0.99998105  x   1.00046700  =   1.00044805
 CS2583
 CS2583|---------------------------------------------------------------------|
 CS2583| PID    Reference Object                     Distance      Geod. Az  |
 CS2583|                                                           dddmmss.s |
 CS2583| CY2712 OLA RM 1                             64.682 METERS 00426     |
 CS2583| CY2711 OLA AZ MK                                          1043420.7 |
 CS2583| CY2713 OLA RM 2                             69.470 METERS 25707     |
 CS2583|---------------------------------------------------------------------|
 CS2583
 CS2583                          SUPERSEDED SURVEY CONTROL
 CS2583
 CS2583  NAD 83(1986)-  32 34 32.00147(N)    096 10 32.11705(W) AD(       ) 2
 CS2583  NAD 27      -  32 34 31.51400(N)    096 10 31.20500(W) AD(       ) 2
 CS2583
 CS2583.Superseded values are not recommended for survey control.
 CS2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2583.See file dsdata.txt to determine how the superseded data were derived.
 CS2583
 CS2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6514607755(NAD 83)
 CS2583_MARKER: DS = TRIANGULATION STATION DISK
 CS2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2583
 CS2583  HISTORY     - Date     Condition        Report By
 CS2583  HISTORY     - 1949     MONUMENTED       CGS
 CS2583  HISTORY     - 1956     GOOD             CGS
 CS2583
 CS2583                          STATION DESCRIPTION
 CS2583
 CS2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2583'THIS STATION IS LOCATED IN THE SETTLEMENT OF OLA WHICH IS
 CS2583'ABOUT 7-1/2 MILES EAST OF KAUFMAN AND ON PUBLIC SCHOOL GROUNDS.
 CS2583'IT IS IN THE SOUTHEAST CORNER OF THE SCHOOLGROUNDS, 43 FEET
 CS2583'WEST OF A NORTH-SOUTH ROAD, 112 FEET NORTH OF THE APPROXIMATE
 CS2583'CENTERLINE OF STATE HIGHWAY 243 AND 71 FEET WEST-NORTHWEST
 CS2583'OF A LONE OAK TREE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 CS2583'DISC IS STAMPED, OLA 1949.
 CS2583'
 CS2583'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE SCHOOL GROUNDS,
 CS2583'24 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH
 CS2583'ROAD, 3 FEET SOUTH OF A SMALL GROUP OF BUSHES AND ABOUT 80
 CS2583'PACES SOUTHEAST OF THE OLD SCHOOL HOUSE.  THE MARK PROJECTS
 CS2583'ABOUT 6 INCHES AND THE DISC IS STAMPED, OLA NO 1 1949.
 CS2583'
 CS2583'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE SCHOOL GROUNDS,
 CS2583'51 FEET NORTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 CS2583'243, 77 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CS2583'HOUSE AND 101 FEET EAST OF THE LARGE CORNER POST OF A FENCE LINE.
 CS2583'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 CS2583'OLA NO 2 1949.
 CS2583'
 CS2583'AZIMUTH MARK IS ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY
 CS2583'243, 55 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 CS2583'5 FEET NORTH OF A TELEPHONE POLE IN THE RIGHT-OF-WAY FENCE
 CS2583'LINE AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 CS2583'ABOUT 6 INCHES AND THE DISC IS STAMPED, OLA 1949.
 CS2583'
 CS2583'*THE STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAYS
 CS2583'243 AND 34, BY GOING EAST ON STATE HIGHWAY 243 FOR 7.2 MILES TO
 CS2583'THE STATION SITE ON THE LEFT AS DESCRIBED.
 CS2583'
 CS2583'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON
 CS2583'THE HIGHWAY FOR 0.6 MILE TO THE MARK ON THE RIGHT AS DESCRIBED
 CS2583'ABOVE.
 CS2583'
 CS2583'*NOTE--THE JUNCTION MENTIONED ABOVE IS AT THE NORTHEAST EDGE
 CS2583'OF KAUFMAN.
 CS2583'
 CS2583'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2583
 CS2583                          STATION RECOVERY (1956)
 CS2583
 CS2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CS2583'COULD NOT LOCATE THE STATION.  REFERENCE MARK NO. 1 AND THE
 CS2583'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2583'REFERENCE MARK NO. 2 IS LEANING.  DIRECTIONS FOR PROCEEDING
 CS2583'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1042 ***********************************************************************
 BM1042  DESIGNATION -  OLD DIME BOX
 BM1042  PID         -  BM1042
 BM1042  STATE/COUNTY-  TX/LEE
 BM1042  USGS QUAD   -  TANGLEWOOD (1989)
 BM1042
 BM1042                         *CURRENT SURVEY CONTROL
 BM1042  ___________________________________________________________________
 BM1042* NAD 83(1993)-  30 23 01.44290(N)    096 52 33.42287(W)     ADJUSTED  
 BM1042* NAVD 88     -       136.7    (meters)     448.     (feet)  VERTCON   
 BM1042  ___________________________________________________________________
 BM1042  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BM1042  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BM1042
 BM1042  HORZ ORDER  -  FIRST
 BM1042
 BM1042.The horizontal coordinates were established by classical geodetic methods
 BM1042.and adjusted by the National Geodetic Survey in February 1996..
 BM1042
 BM1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1042
 BM1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1042
 BM1042.The geoid height was determined by GEOID03.
 BM1042
 BM1042;                    North         East     Units Scale Factor Converg.
 BM1042;SPC TX C     - 3,084,654.750 1,032,225.464   MT  0.99993943   +1 46 50.7
 BM1042;SPC TX C     -10,120,238.13  3,386,559.71   sFT  0.99993943   +1 46 50.7
 BM1042;UTM  14      - 3,363,221.385   704,089.881   MT  1.00011388   +1 04 28.9
 BM1042
 BM1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1042!SPC TX C     -   0.99998269  x   0.99993943  =   0.99992212
 BM1042!UTM  14      -   0.99998269  x   1.00011388  =   1.00009657
 BM1042
 BM1042|---------------------------------------------------------------------|
 BM1042| PID    Reference Object                     Distance      Geod. Az  |
 BM1042|                                                           dddmmss.s |
 BM1042| CV8950 OLD DIME BOX RM 1                    26.352 METERS 04324     |
 BM1042| CV8952 OLD DIME BOX RM 3                    23.286 METERS 04927     |
 BM1042| CV8951 OLD DIME BOX RM 2                    37.795 METERS 12133     |
 BM1042| CV8953 OLD DIME BOX RM 4                    28.898 METERS 14732     |
 BM1042| CV8949 OLD DIME BOX AZ MK                                 1584324.4 |
 BM1042| BM1033 GIDDINGS LEE COUNTY COURTHOUSE      APPROX.23.2 KM 1944252.2 |
 BM1042| BM1037 GIDDINGS MUNICIPAL TANK             APPROX.22.9 KM 1955725.8 |
 BM1042| BM0861 LEXINGTON ATT MICROWAVE KKK 35      APPROX.15.7 KM 2840323.1 |
 BM1042| BM0860 LEXINGTON MUNICIPAL TANK            APPROX.13.4 KM 2850656.5 |
 BM1042|---------------------------------------------------------------------|
 BM1042
 BM1042                          SUPERSEDED SURVEY CONTROL
 BM1042
 BM1042  NAD 83(1986)-  30 23 01.46156(N)    096 52 33.40552(W) AD(       ) 1
 BM1042  NAD 27      -  30 23 00.70500(N)    096 52 32.47700(W) AD(       ) 1
 BM1042  NGVD 29 (07/19/86)  136.6    (m)          448.     (f) VERT ANG       
 BM1042
 BM1042.Superseded values are not recommended for survey control.
 BM1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1042.See file dsdata.txt to determine how the superseded data were derived.
 BM1042
 BM1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0409063221(NAD 83)
 BM1042_MARKER: DS = TRIANGULATION STATION DISK
 BM1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1042
 BM1042  HISTORY     - Date     Condition        Report By
 BM1042  HISTORY     - 1935     MONUMENTED       CGS
 BM1042  HISTORY     - 1936     GOOD             LOCSUR
 BM1042  HISTORY     - 1937     GOOD             TXHD
 BM1042  HISTORY     - 1967     GOOD             CGS
 BM1042
 BM1042                          STATION DESCRIPTION
 BM1042
 BM1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1042'THIS STATION IS ABOUT 13 MILES NNE OF GIDDINGS, 9 MILES SE
 BM1042'OF LEXINGTON, ABOUT 8 MILES NE OF LINCOLN ON LAND OWNED BY
 BM1042'MRS. W. ARNTO AND EMMA KUSCH, AND OCCUPIED BY JOSEPH FILLIP.
 BM1042'THE MARK IS SET ABOUT 0.9 MILE N OF THE VILLAGE OF OLD DIME
 BM1042'BOX IN THE N SIDE OF YARD.  IT IS 43 FEET W OF THE CENTER
 BM1042'LINE OF THE ROAD, 13 FEET S OF THE S GARDEN FENCE, 25 FEET
 BM1042'SW OF THE SE CORNER POST OF THE GARDEN FENCE, AND 90 FEET ENE
 BM1042'OF THE NE CORNER OF THE HOUSE.  MARK IS SET FLUSH WITH THE
 BM1042'SURFACE OF THE GROUND.
 BM1042'
 BM1042'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM1042'BRONZE DISKS SET IN CONCRETE.
 BM1042'
 BM1042'REFERENCE MARK NO. 1 IS NE OF THE STATION, 2 FEET E OF THE
 BM1042'RIGHT-OF-WAY FENCE LINE, 20 FEET E OF THE CENTER LINE OF THE
 BM1042'ROAD, AND PROJECTS 10 INCHES.
 BM1042'
 BM1042'REFERENCE MARK NO. 2 IS SE OF THE STATION, 2 FEET E OF THE
 BM1042'RIGHT-OF-WAY FENCE LINE, 20 FEET E OF THE CENTER LINE OF THE
 BM1042'ROAD, AND PROJECTS 10 INCHES.
 BM1042'
 BM1042'AZIMUTH MARK IS SSE OF THE STATION, 25 FEET NNE OF THE SE CORNER
 BM1042'OF FIELD, 24 FEET WSW OF THE CENTER LINE OF THE ROAD, 6 FEET
 BM1042'WSW OF THE RIGHT-OF-WAY FENCE LINE, AND PROJECTS 5 INCHES.
 BM1042'
 BM1042'TO REACH FROM GIDDINGS, FROM THE INTERSECTION OF TEXAS ROUTE
 BM1042'21 AND U.S. HIGHWAY 77 WITH TEXAS ROUTE 20, GO N ON TEXAS ROUTE
 BM1042'21 ABOUT 15.9 MILES TO THE VILLAGE OF OLD DIME BOX.  HERE
 BM1042'TURN W ON SIDE ROAD AT THE S EDGE OF THE VILLAGE.  (THIS ROAD
 BM1042'IS 0.3 MILE S OF THE OLD DIME BOX CHURCH).  FOLLOW THIS ROAD
 BM1042'0.85 MILE TO THE STATION.
 BM1042'
 BM1042'ALL LIGHTS COME INTO VIEW AT 30 FEET.
 BM1042
 BM1042                          STATION RECOVERY (1936)
 BM1042
 BM1042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1936 (JK)
 BM1042'NOTE--LETTER OF MR. JOHN KNOX, COUNTY SURVEYOR, LEE COUNTY,
 BM1042'GIDDINGS, TEXAS, 6/5/36 (ALSO TELEGRAM OF A.H. HANNES, COUNTY
 BM1042'COMMISSIONER).
 BM1042'
 BM1042'NECESSARY TO MOVE R.M. NO. 1 AND R.M. NO. 2 DUE TO ROAD
 BM1042'CONSTRUCTION.
 BM1042'
 BM1042'REFERENCE MARK NO. 1, WHICH WAS ORIGINALLY N 45 DEG E 68 FEET
 BM1042'AND 4 INCHES FROM THE TRIANGULATION STATION, IS NOW 86 FEET
 BM1042'FROM THE TRIANGULATION STATION.  AND REFERENCE MARK NO. 2,
 BM1042'WHICH WAS FORMERLY S 57-1/2 DEG E 97 FEET AND 9 INCHES FROM
 BM1042'THE TRIANGULATION STATION, IS NOW 123 FEET AND 9 INCHES FROM
 BM1042'TRIANGULATION STATION.  OR IN OTHER WORDS, REFERENCE MARK
 BM1042'NO. 1 WAS MOVED N 45 DEG E 17 FEET AND 8 INCHES, AND REFERENCE
 BM1042'MARK NO. 2, WAS MOVED S 57-1/2 DEG E 26 FEET.
 BM1042
 BM1042                          STATION RECOVERY (1937)
 BM1042
 BM1042'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1042'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BM1042'DESCRIPTION SATISFACTORY.
 BM1042
 BM1042                          STATION RECOVERY (1967)
 BM1042
 BM1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM1042'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 BM1042'CONDITION.  REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED LEANING
 BM1042'AND HAVE BEEN PREVIOUSLY MOVED BY A COUNTY SURVEYOR DUE TO ROAD
 BM1042'CONSTRUCTION.  REFERENCE MARKS NO. 3 AND 4 WERE
 BM1042'ESTABLISHED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 BM1042'
 BM1042'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF CALDWELL,
 BM1042'13 MILES NORTH-NORTHEAST OF GIDDINGS, 9 MILES SOUTHWEST OF
 BM1042'LEXINGTON, 0.9 MILE NORTH OF OLD DIME BOX AND ON LAND OWNED
 BM1042'BY MRS. W. ARNUO AND EMMA KUSCH.
 BM1042'
 BM1042'TO REACH THE STATION FROM THE TRINITY LUTHERAN CHURCH ON THE
 BM1042'NORTH SIDE OF OLD DIME BOX, GO SOUTH ON STATE HIGHWAY 21 FOR 0.3
 BM1042'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON A
 BM1042'GRAVELED ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 BM1042'LEFT.  CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 0.15 MILE
 BM1042'TO A FARM HOME, TWO DRIVEWAYS AND THE STATION ON THE LEFT.
 BM1042'
 BM1042'THE STATION MARK IS A STANDARD DISK STAMPED OLD DIME BOX 1935,
 BM1042'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 BM1042'GROUND SURFACE.  IT IS 52 FEET WEST-SOUTHWEST OF THE CENTER
 BM1042'OF THE GRAVELED ROAD, 50.5 FEET NORTHEAST OF THE NORTH CORNER
 BM1042'OF A GARAGE AND IN THE CENTER OF THE NORTH ONE OF TWO DRIVEWAYS.
 BM1042'
 BM1042'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED OLD DIME BOX NO
 BM1042'1 1935, SET IN TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 BM1042'6 INCHES FROM THE GROUND SURFACE.  IT IS 26 FEET EAST-NORTHEAST
 BM1042'OF THE CENTER OF THE GRAVELED ROAD, 5 FEET EAST-NORTHEAST OF THE
 BM1042'FENCE AND IS LEANING TO THE NORTH-NORTHWEST.
 BM1042'
 BM1042'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED OLD DIME BOX
 BM1042'NO 2 1935, SET IN TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 BM1042'8 INCHES FROM THE GROUND SURFACE.  IT IS 27 FEET EAST-NORTHEAST
 BM1042'OF THE CENTER OF THE GRAVELED ROAD, 5 FEET EAST-NORTHEAST OF THE
 BM1042'FENCE AND IS LEANING TO THE SOUTH-SOUTHEAST.
 BM1042'
 BM1042'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED OLD DIME BOX NO
 BM1042'3 1935 1967, SET IN TOP OF A ROUND CONCRETE POST 12-INCHES IN
 BM1042'DIAMETER AND PROJECTS 3 INCHES FROM THE GROUND SURFACE.  IT IS
 BM1042'21 FEET EAST-NORTHEAST OF THE CENTER OF THE GRAVELED ROAD AND
 BM1042'6 INCHES WEST-SOUTHWEST OF THE FENCE.
 BM1042'
 BM1042'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED OLD DIME BOX NO
 BM1042'4 1935 1967, SET IN TOP OF A ROUND CONCRETE POST 12-INCHES IN
 BM1042'DIAMETER AND PROJECTS 1 INCH FROM THE GROUND SURFACE.  IT IS
 BM1042'31 FEET WEST-SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 15
 BM1042'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE SOUTH DRIVEWAY AND 1
 BM1042'FOOT WEST-SOUTHWEST OF A FENCE.
 BM1042'
 BM1042'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED OLD
 BM1042'DIME BOX 1935 AZIMUTH, SET IN TOP OF A 12-INCH SQUARE CONCRETE
 BM1042'POST PROJECTING 6 INCHES FROM THE GROUND SURFACE.  IT IS 30
 BM1042'FEET WEST-SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 23
 BM1042'FEET NORTHWEST OF A CORNER FENCE POST AND 6 FEET WEST-SOUTHWEST
 BM1042'OF A FENCE.
 BM1042'
 BM1042'HEIGHT OF LIGHT ABOVE STATION MARK 59.5 FEET.
 BM1042'
 BM1042'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BM1042'0.9 MILE NORTH OF OLD DIME BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1043 ***********************************************************************
 BM1043  DESIGNATION -  OLD DIME BOX RM A 1967
 BM1043  PID         -  BM1043
 BM1043  STATE/COUNTY-  TX/LEE
 BM1043  USGS QUAD   -  TANGLEWOOD (1989)
 BM1043
 BM1043                         *CURRENT SURVEY CONTROL
 BM1043  ___________________________________________________________________
 BM1043* NAD 83(1993)-  30 23 02.36712(N)    096 52 33.52740(W)     ADJUSTED  
 BM1043* NAVD 88     -       136.6    (meters)     448.     (feet)  VERTCON   
 BM1043  ___________________________________________________________________
 BM1043  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BM1043  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BM1043
 BM1043  HORZ ORDER  -  FIRST
 BM1043
 BM1043.The horizontal coordinates were established by classical geodetic methods
 BM1043.and adjusted by the National Geodetic Survey in February 1996..
 BM1043
 BM1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1043
 BM1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1043
 BM1043.The geoid height was determined by GEOID03.
 BM1043
 BM1043;                    North         East     Units Scale Factor Converg.
 BM1043;SPC TX C     - 3,084,683.108 1,032,221.790   MT  0.99993938   +1 46 50.7
 BM1043;SPC TX C     -10,120,331.16  3,386,547.66   sFT  0.99993938   +1 46 50.7
 BM1043;UTM  14      - 3,363,249.792   704,086.557   MT  1.00011387   +1 04 28.9
 BM1043
 BM1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1043!SPC TX C     -   0.99998270  x   0.99993938  =   0.99992208
 BM1043!UTM  14      -   0.99998270  x   1.00011387  =   1.00009657
 BM1043
 BM1043|---------------------------------------------------------------------|
 BM1043| PID    Reference Object                     Distance      Geod. Az  |
 BM1043|                                                           dddmmss.s |
 BM1043| BM1042 OLD DIME BOX                         28.597 METERS 17424     |
 BM1043| BM1044 SINCLAIR 2                          APPROX.11.8 KM 2745524.7 |
 BM1043| BM0861 LEXINGTON ATT MICROWAVE KKK 35      APPROX.15.7 KM 2835729.6 |
 BM1043| BM0860 LEXINGTON MUNICIPAL TANK            APPROX.13.4 KM 2850003.7 |
 BM1043|---------------------------------------------------------------------|
 BM1043
 BM1043                          SUPERSEDED SURVEY CONTROL
 BM1043
 BM1043  NAD 83(1986)-  30 23 02.38584(N)    096 52 33.51005(W) AD(       ) 1
 BM1043  NAD 27      -  30 23 01.62926(N)    096 52 32.58151(W) AD(       ) 1
 BM1043  NGVD 29 (07/19/86)  136.5    (m)          448.     (f) VERT ANG       
 BM1043
 BM1043.Superseded values are not recommended for survey control.
 BM1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1043.See file dsdata.txt to determine how the superseded data were derived.
 BM1043
 BM1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0408763250(NAD 83)
 BM1043_MARKER: DS = TRIANGULATION STATION DISK
 BM1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1043+STABILITY: SURFACE MOTION
 BM1043
 BM1043  HISTORY     - Date     Condition        Report By
 BM1043  HISTORY     - 1967     MONUMENTED       CGS
 BM1043
 BM1043                          STATION DESCRIPTION
 BM1043
 BM1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM1043'THE STATION IS LOCATED ABOUT 14 MILES NORTH-NORTHEAST OF GIDDINGS,
 BM1043'8-1/2 MILES SOUTHEAST OF LEXINGTON, ABOUT 8 MILES NORTHEAST OF
 BM1043'LINCOLN AND ON PROPERTY OWNED BY MRS. W. ARNTO AND EMMA KUSCH.
 BM1043'
 BM1043'THE STATION MARK IS A STANDARD DISK STAMPED OLD DIME BOX RM A
 BM1043'1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BM1043'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET
 BM1043'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 16 FEET EAST OF THE
 BM1043'EAST EDGE OF A CULTIVATED FIELD, AND 2.8 FEET NORTH-NORTHEAST
 BM1043'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BM1043'
 BM1043'A TRAVERSE CONNECTION WAS MADE TO STATION OLD DIME BOX 1935.
 BM1043'
 BM1043'FOR ROUTE TO REACH THE STATION SEE DESCRIPTION FOR OLD DIME
 BM1043'BOX 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0520 ***********************************************************************
 DP0520  DESIGNATION -  OLD GLORY
 DP0520  PID         -  DP0520
 DP0520  STATE/COUNTY-  TX/STONEWALL
 DP0520  USGS QUAD   -  OLD GLORY (1969)
 DP0520
 DP0520                         *CURRENT SURVEY CONTROL
 DP0520  ___________________________________________________________________
 DP0520* NAD 83(1993)-  33 07 39.63605(N)    100 03 48.82341(W)     ADJUSTED  
 DP0520* NAVD 88     -       519.3    (meters)    1704.     (feet)  VERTCON   
 DP0520  ___________________________________________________________________
 DP0520  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DP0520  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DP0520
 DP0520  HORZ ORDER  -  FIRST
 DP0520
 DP0520.The horizontal coordinates were established by classical geodetic methods
 DP0520.and adjusted by the National Geodetic Survey in February 1996..
 DP0520
 DP0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0520
 DP0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0520
 DP0520.The geoid height was determined by GEOID03.
 DP0520
 DP0520;                    North         East     Units Scale Factor Converg.
 DP0520;SPC TXNC     - 2,163,096.814   454,114.762   MT  0.99987350   -0 51 09.9
 DP0520;SPC TXNC     - 7,096,760.13  1,489,874.85   sFT  0.99987350   -0 51 09.9
 DP0520;UTM  14      - 3,665,944.609   400,787.497   MT  0.99972136   -0 34 52.6
 DP0520
 DP0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0520!SPC TXNC     -   0.99992298  x   0.99987350  =   0.99979649
 DP0520!UTM  14      -   0.99992298  x   0.99972136  =   0.99964436
 DP0520
 DP0520|---------------------------------------------------------------------|
 DP0520| PID    Reference Object                     Distance      Geod. Az  |
 DP0520|                                                           dddmmss.s |
 DP0520| CX7855 OLD GLORY RM 1                       22.475 METERS 03406     |
 DP0520| CX7857 OLD GLORY RM 3                                     0513426.0 |
 DP0520| DO0899 RULE MUN TANK                       APPROX.17.0 KM 0675411.7 |
 DP0520| CX7856 OLD GLORY RM 2                       15.751 METERS 23437     |
 DP0520| DP0524 ASPERMONT NEW MUN TANK              APPROX.15.4 KM 2752509.0 |
 DP0520| DP0525 ASPERMONT STONEWALL CO MAST         APPROX.16.3 KM 2762621.8 |
 DP0520|---------------------------------------------------------------------|
 DP0520
 DP0520                          SUPERSEDED SURVEY CONTROL
 DP0520
 DP0520  NAD 83(1993)-  33 07 39.63755(N)    100 03 48.82229(W) AD(       ) 1
 DP0520  NAD 83(1986)-  33 07 39.64299(N)    100 03 48.81643(W) AD(       ) 1
 DP0520  NAD 27      -  33 07 39.28614(N)    100 03 47.45230(W) AD(       ) 1
 DP0520  NGVD 29 (07/19/86)  519.1    (m)         1703.     (f) VERT ANG       
 DP0520
 DP0520.Superseded values are not recommended for survey control.
 DP0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0520.See file dsdata.txt to determine how the superseded data were derived.
 DP0520
 DP0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0078765945(NAD 83)
 DP0520_MARKER: DS = TRIANGULATION STATION DISK
 DP0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0520
 DP0520  HISTORY     - Date     Condition        Report By
 DP0520  HISTORY     - 1974     MONUMENTED       NGS
 DP0520
 DP0520                          STATION DESCRIPTION
 DP0520
 DP0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DP0520'NO MEASUREMENT BETWEEN RMS DUE TO FENCE ON LINE.
 DP0520'
 DP0520'STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF RULE, 9-1/2
 DP0520'MILES EAST OF ASPERMONT, 1/2 MILE SOUTHWEST OF OLD GLORY, AND
 DP0520'IS ON THE NORTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 380.
 DP0520'
 DP0520'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380
 DP0520'AND FARM ROAD 1835 (POST OFFICE IN SOUTHEAST ANGLE) IN OLD GLORY,
 DP0520'GO WESTERLY ON U.S. HIGHWAY 380 FOR 0.35 MILE TO REFERENCE MARK 3
 DP0520'ON THE RIGHT, CONTINUE AHEAD FOR 0.2 MILE TO THE STATION ON THE
 DP0520'RIGHT.
 DP0520'
 DP0520'STATION MARKS ARE STANDARD DISKS STAMPED OLD GLORY 1974, SET
 DP0520'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DP0520'12 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND DISK
 DP0520'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 DP0520'SURFACE OF THE GROUND.  IT IS 38 FEET WEST-NORTHWEST OF THE
 DP0520'APPROXIMATE CENTER OF U.S. HIGHWAY 380, 26 FEET NORTHEAST OF A
 DP0520'12-INCH MESQUITE TREE, AND 13 FEET SOUTHEAST OF A METAL WITNESS
 DP0520'POST WITH A SIGN ATTACHED.
 DP0520'
 DP0520'REFERENCE MARK 1 IS A STANDARD DISK STAMPED OLD GLORY NO 1
 DP0520'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DP0520'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET
 DP0520'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 380 AND
 DP0520'0.8 FOOT SOUTHEAST OF A FENCE.
 DP0520'
 DP0520'REFERENCE MARK 2 IS A STANDARD DISK STAPED OLD GLORY NO 2
 DP0520'1974, SET IN THE TOP OF A 12-INCH SYLINDRICAL CONCRETE MONUMENT
 DP0520'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 DP0520'48 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 DP0520'HIGHWAY 380 AND 1.8 FEET SOUTHEAST OF A FENCE.
 DP0520'
 DP0520'REFERENCE MARK 3 IS A STANDARD DISK STAMPED OLD GLORY NO 3 1974,
 DP0520'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DP0520'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 48
 DP0520'FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 380,
 DP0520'3 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED, AND 0.8
 DP0520'FEET SOUTHEAST OF A FENCE.
 DP0520'
 DP0520'HEIGHT OF LIGHT ABOVE STATION MARK 18.57 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2628 ***********************************************************************
 AX2628  DESIGNATION -  OLD LOCKHART WT SEC
 AX2628  PID         -  AX2628
 AX2628  STATE/COUNTY-  TX/CALDWELL
 AX2628  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2628
 AX2628                         *CURRENT SURVEY CONTROL
 AX2628  ___________________________________________________________________
 AX2628* NAD 83(1993)-  29 53 22.91070(N)    097 40 51.41813(W)     ADJUSTED  
 AX2628* NAVD 88     -                                                        
 AX2628  ___________________________________________________________________
 AX2628  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AX2628  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AX2628
 AX2628  HORZ ORDER  -  THIRD
 AX2628
 AX2628.The horizontal coordinates were established by classical geodetic methods
 AX2628.and adjusted by the National Geodetic Survey in February 1996..
 AX2628
 AX2628
 AX2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2628
 AX2628.The geoid height was determined by GEOID03.
 AX2628
 AX2628;                    North         East     Units Scale Factor Converg.
 AX2628;SPC TXSC     - 4,228,621.234   727,396.619   MT  0.99990998   +0 38 46.4
 AX2628;SPC TXSC     -13,873,401.50  2,386,467.07   sFT  0.99990998   +0 38 46.4
 AX2628;SPC TX C     - 3,027,779.781   956,194.423   MT  1.00006832   +1 21 58.1
 AX2628;SPC TX C     - 9,933,640.83  3,137,114.54   sFT  1.00006832   +1 21 58.1
 AX2628;UTM  14      - 3,307,293.716   627,365.530   MT  0.99980015   +0 39 26.7
 AX2628
 AX2628                          SUPERSEDED SURVEY CONTROL
 AX2628
 AX2628  NAD 83(1986)-  29 53 22.92779(N)    097 40 51.40412(W) AD(       ) 4
 AX2628  NAD 27      -  29 53 22.13123(N)    097 40 50.39843(W) AD(       ) 3
 AX2628
 AX2628.Superseded values are not recommended for survey control.
 AX2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2628.See file dsdata.txt to determine how the superseded data were derived.
 AX2628
 AX2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2736607294(NAD 83)
 AX2628_MARKER: 53 = ELEVATED TANK
 AX2628
 AX2628  HISTORY     - Date     Condition        Report By
 AX2628  HISTORY     - 1963     FIRST OBSERVED   USGS
 AX2628  HISTORY     - 19930808 GOOD             USPSQD
 AX2628
 AX2628                          STATION DESCRIPTION
 AX2628
 AX2628'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2628'STATION LOCATED IN THE TOWN OF LOCKHART, CALDWELL COUNTY, TEXAS,
 AX2628'ABOUT 150 FT. NW. OF THE INTERSECTION OF WASSA AND WICHITA STREETS
 AX2628'IN THE N. PART OF TOWN.  POINT OBSERVED ON WAS THE BALL ATOP THE
 AX2628'CONICAL ROOF, ABOUT 125 FT. ABOVE GROUND.
 AX2628'
 AX2628'TO REACH FROM COURTHOUSE IN LOCKHART, GO W. ON STATE ROAD 142 0.4
 AX2628'MI. TO ELM STREET, THENCE RIGHT 0.15 MI. AND LEFT ONE BLOCK TO
 AX2628'WICHITA STREET, THENCE N. ON WICHITA STREET 0.25 MI. (THREE BLOCKS)
 AX2628'TO WATER TOWER ON LEFT.
 AX2628'
 AX2628'STATION MARK--THE HIGHEST POINT OF THE SIX LEGGED STRUCTURE, THE
 AX2628'BALL ON THE ROOF.  STRUCTURE IS PAINTED SILVER.
 AX2628
 AX2628                          STATION RECOVERY (1993)
 AX2628
 AX2628'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2302 ***********************************************************************
 AN2302  DESIGNATION -  OLD MARK 852 1934
 AN2302  PID         -  AN2302
 AN2302  STATE/COUNTY-  TX/CALHOUN
 AN2302  USGS QUAD   -  PANTHER POINT (1952)
 AN2302
 AN2302                         *CURRENT SURVEY CONTROL
 AN2302  ___________________________________________________________________
 AN2302* NAD 83(1993)-  28 12 57.32201(N)    096 42 11.17356(W)     ADJUSTED  
 AN2302* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AN2302  ___________________________________________________________________
 AN2302  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AN2302  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN2302
 AN2302  HORZ ORDER  -  SECOND
 AN2302
 AN2302.The horizontal coordinates were established by classical geodetic methods
 AN2302.and adjusted by the National Geodetic Survey in February 1996..
 AN2302
 AN2302.The orthometric height was scaled from a topographic map.
 AN2302
 AN2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2302
 AN2302.The geoid height was determined by GEOID03.
 AN2302
 AN2302;                    North         East     Units Scale Factor Converg.
 AN2302;SPC TXSC     - 4,044,617.955   825,472.348   MT  1.00005226   +1 07 31.0
 AN2302;SPC TXSC     -13,269,717.41  2,708,237.20   sFT  1.00005226   +1 07 31.0
 AN2302;UTM  14      - 3,123,258.607   725,418.494   MT  1.00022719   +1 05 11.1
 AN2302
 AN2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2302!SPC TXSC     -   1.00000422  x   1.00005226  =   1.00005648
 AN2302!UTM  14      -   1.00000422  x   1.00022719  =   1.00023142
 AN2302
 AN2302                          SUPERSEDED SURVEY CONTROL
 AN2302
 AN2302  NAD 83(1986)-  28 12 57.33080(N)    096 42 11.15498(W) AD(       ) 2
 AN2302  NAD 27      -  28 12 56.30000(N)    096 42 10.21000(W) AD(       ) 2
 AN2302
 AN2302.Superseded values are not recommended for survey control.
 AN2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2302.See file dsdata.txt to determine how the superseded data were derived.
 AN2302
 AN2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2541823259(NAD 83)
 AN2302_MARKER: Z = SEE DESCRIPTION
 AN2302_SETTING: 0 = UNSPECIFIED SETTING
 AN2302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2302
 AN2302  HISTORY     - Date     Condition        Report By
 AN2302  HISTORY     - 1934     MONUMENTED       CGS
 AN2302  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2302  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2302
 AN2302                          STATION DESCRIPTION
 AN2302
 AN2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2302'THE STATION HAS BEEN DESTROYED BY EROSION OF THE SHORE LINE.
 AN2302'MEASUREMENTS INDICATE THAT THE LOCATION OF THE MARK IS OUT
 AN2302'IN THE BAY, UNDER WATER.
 AN2302'
 AN2302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES SOUTH
 AN2302'OF SEADRIFT.
 AN2302
 AN2302                          STATION RECOVERY (1998)
 AN2302
 AN2302'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6867 ***********************************************************************
 AW6867  DESIGNATION -  OLD OCEAN PHILLIPS PETROL MAST
 AW6867  PID         -  AW6867
 AW6867  STATE/COUNTY-  TX/BRAZORIA
 AW6867  USGS QUAD   -  SWEENY (1972)
 AW6867
 AW6867                         *CURRENT SURVEY CONTROL
 AW6867  ___________________________________________________________________
 AW6867* NAD 83(1993)-  29 04 40.99777(N)    095 44 27.40739(W)     ADJUSTED  
 AW6867* NAVD 88     -                                                        
 AW6867  ___________________________________________________________________
 AW6867  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AW6867  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW6867
 AW6867  HORZ ORDER  -  THIRD
 AW6867
 AW6867.The horizontal coordinates were established by classical geodetic methods
 AW6867.and adjusted by the National Geodetic Survey in February 1996..
 AW6867
 AW6867
 AW6867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6867
 AW6867.The geoid height was determined by GEOID03.
 AW6867
 AW6867;                    North         East     Units Scale Factor Converg.
 AW6867;SPC TXSC     - 4,142,369.010   917,238.457   MT  0.99987323   +1 35 47.9
 AW6867;SPC TXSC     -13,590,422.33  3,009,306.50   sFT  0.99987323   +1 35 47.9
 AW6867;UTM  15      - 3,219,736.736   233,178.728   MT  1.00047862   -1 19 58.4
 AW6867
 AW6867                          SUPERSEDED SURVEY CONTROL
 AW6867
 AW6867  NAD 83(1986)-  29 04 41.00822(N)    095 44 27.38981(W) AD(       ) 4
 AW6867  NAD 27      -  29 04 40.10500(N)    095 44 26.56800(W) AD(       ) 3
 AW6867
 AW6867.Superseded values are not recommended for survey control.
 AW6867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6867.See file dsdata.txt to determine how the superseded data were derived.
 AW6867
 AW6867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3317919737(NAD 83)
 AW6867_MARKER: 42 = RADIO/TV MAST
 AW6867
 AW6867  HISTORY     - Date     Condition        Report By
 AW6867  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6867
 AW6867                          STATION DESCRIPTION
 AW6867
 AW6867'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6867'THE STATION IS LOCATED AT THE EAST SIDE OF THE PHILLIPS PETROLEUM
 AW6867'CO. REFINERY AND NEAR THE NORTH SIDE OF THE SWEENY TANK FARM
 AW6867'AT OLD OCEAN.
 AW6867'
 AW6867'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY MANY GUY CABLES,
 AW6867'IS PAINTED ALTERNATELY RED AND WHITE, HAS A RED FLASHING
 AW6867'LIGHT AT THE TOP OF THE STRUCTURE AND ON OVERALL HEIGHT OF
 AW6867'230.0 FEET.
 AW6867'
 AW6867'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5358 ***********************************************************************
 AH5358  DESIGNATION -  OLETHA ET
 AH5358  PID         -  AH5358
 AH5358  STATE/COUNTY-  TX/LIMESTONE
 AH5358  USGS QUAD   -  OLETHA (1982)
 AH5358
 AH5358                         *CURRENT SURVEY CONTROL
 AH5358  ___________________________________________________________________
 AH5358* NAD 83(1993)-  31 21 30.70756(N)    096 24 50.79702(W)     ADJUSTED  
 AH5358* NAVD 88     -       144.0    (meters)     472.     (feet)  VERTCON   
 AH5358  ___________________________________________________________________
 AH5358  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AH5358  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AH5358
 AH5358  HORZ ORDER  -  THIRD
 AH5358
 AH5358.The horizontal coordinates were established by classical geodetic methods
 AH5358.and adjusted by the National Geodetic Survey in July 1998..
 AH5358
 AH5358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5358
 AH5358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5358
 AH5358.The geoid height was determined by GEOID03.
 AH5358
 AH5358;                    North         East     Units Scale Factor Converg.
 AH5358;SPC TX C     - 3,194,120.811 1,072,780.766   MT  0.99990110   +2 01 07.1
 AH5358;SPC TX C     -10,479,378.03  3,519,614.90   sFT  0.99990110   +2 01 07.1
 AH5358;UTM  14      - 3,472,226.914   745,974.825   MT  1.00034633   +1 20 46.9
 AH5358
 AH5358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5358!SPC TX C     -   0.99998140  x   0.99990110  =   0.99988250
 AH5358!UTM  14      -   0.99998140  x   1.00034633  =   1.00032773
 AH5358
 AH5358                          SUPERSEDED SURVEY CONTROL
 AH5358
 AH5358  NGVD 29 (07/28/98)  144.0    (m)          472.     (f) VERT ANG       
 AH5358
 AH5358.Superseded values are not recommended for survey control.
 AH5358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5358.See file dsdata.txt to determine how the superseded data were derived.
 AH5358
 AH5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV4597572227(NAD 83)
 AH5358_MARKER: DS = TRIANGULATION STATION DISK
 AH5358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5358_PROJECTION: FLUSH
 AH5358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5358+STABILITY: SURFACE MOTION
 AH5358
 AH5358  HISTORY     - Date     Condition        Report By
 AH5358  HISTORY     - 1966     MONUMENTED       USGS
 AH5358
 AH5358                          STATION DESCRIPTION
 AH5358
 AH5358'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH5358'LOCATED IN LIMESTONE COUNTY, TEXAS, ABOUT 10 MI. ESE. OF THORNTON AND
 AH5358'13.3 MI. SE. OF GROESBECK AT THE COMMUNITY OF OLETHA.  STATION IS 43
 AH5358'FT. N. OF THE JUNCTION OF FARM HIGHWAY 937 AND 1246, 33.5 FT. NE. OF
 AH5358'FARM HIGHWAY 937, 3 FT. SW. OF FENCE AND 51 FT. NW. OF NW. POST OF
 AH5358'GATE.
 AH5358'TO REACH FROM THORNTON POST OFFICE, GO E. ON FARM HIGHWAY 1246 FOR
 AH5358'10.2 MI. TO JUNCTION WITH FARM HIGHWAY 937 AND THE STATION E. OF
 AH5358'JUNCTION.
 AH5358'STATION MARK--STANDARD USGS BRONZE TABLET IS CONCRETE POST PROJECTING
 AH5358'0.1 FT., STAMPED---OLETHA ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2106 ***********************************************************************
 BL2106  DESIGNATION -  OLIVE
 BL2106  PID         -  BL2106
 BL2106  STATE/COUNTY-  TX/HARDIN
 BL2106  USGS QUAD   -  VILLAGE MILLS (1984)
 BL2106
 BL2106                         *CURRENT SURVEY CONTROL
 BL2106  ___________________________________________________________________
 BL2106* NAD 83(1993)-  30 25 00.41169(N)    094 24 18.97232(W)     ADJUSTED  
 BL2106* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 BL2106  ___________________________________________________________________
 BL2106  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BL2106  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL2106
 BL2106  HORZ ORDER  -  FIRST
 BL2106
 BL2106.The horizontal coordinates were established by classical geodetic methods
 BL2106.and adjusted by the National Geodetic Survey in February 1996..
 BL2106
 BL2106.The orthometric height was scaled from a topographic map.
 BL2106
 BL2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2106
 BL2106.The geoid height was determined by GEOID03.
 BL2106
 BL2106;                    North         East     Units Scale Factor Converg.
 BL2106;SPC TX C     - 3,098,326.542 1,269,264.132   MT  0.99993343   +3 03 11.9
 BL2106;SPC TX C     -10,165,093.00  4,164,244.07   sFT  0.99993343   +3 03 11.9
 BL2106;UTM  15      - 3,365,807.644   365,028.241   MT  0.99982474   -0 42 41.7
 BL2106
 BL2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2106!SPC TX C     -   0.99999915  x   0.99993343  =   0.99993259
 BL2106!UTM  15      -   0.99999915  x   0.99982474  =   0.99982390
 BL2106
 BL2106|---------------------------------------------------------------------|
 BL2106| PID    Reference Object                     Distance      Geod. Az  |
 BL2106|                                                           dddmmss.s |
 BL2106| CV8955 OLIVE RM 1                                         04249     |
 BL2106| CV8954 OLIVE AZ MK                                        0443628.2 |
 BL2106| BL2100 KOUNTZE MUNICIPAL TANK              APPROX.10.1 KM 1181843.9 |
 BL2106| BL2102 KOUNTZE TEXAS FOREST SERV LOT       APPROX. 9.5 KM 1594933.5 |
 BL2106| BL2105 HONEY ISLAND TALL STACK             APPROX. 4.2 KM 2385845.7 |
 BL2106| BL2107 HONEY ISLAND WATER TANK             APPROX. 4.3 KM 2400255.9 |
 BL2106| CV8956 OLIVE RM 2                           42.257 METERS 25705     |
 BL2106| CV8957 OLIVE RM 3                           30.403 METERS 34931     |
 BL2106|---------------------------------------------------------------------|
 BL2106
 BL2106                          SUPERSEDED SURVEY CONTROL
 BL2106
 BL2106  NAD 83(1993)-  30 25 00.42313(N)    094 24 18.96393(W) AD(       ) 1
 BL2106  NAD 83(1986)-  30 25 00.42951(N)    094 24 18.95936(W) AD(       ) 1
 BL2106  NAD 27      -  30 24 59.68400(N)    094 24 18.25900(W) AD(       ) 1
 BL2106
 BL2106.Superseded values are not recommended for survey control.
 BL2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2106.See file dsdata.txt to determine how the superseded data were derived.
 BL2106
 BL2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6502865808(NAD 83)
 BL2106_MARKER: DS = TRIANGULATION STATION DISK
 BL2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2106
 BL2106  HISTORY     - Date     Condition        Report By
 BL2106  HISTORY     - 1931     MONUMENTED       CGS
 BL2106  HISTORY     - 1952     GOOD             CGS
 BL2106  HISTORY     - 19780329 MARK NOT FOUND   USGS
 BL2106  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL2106
 BL2106                          STATION DESCRIPTION
 BL2106
 BL2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2106'ABOUT 2-1/2 MILES, AIR LINE, W OF OLIVE SIDING ON THE TEXAS
 BL2106'AND NEW ORLEANS RAILROAD, 5 MILES N BY W OF KOUNTZE, 2-1/2
 BL2106'MILES NE OF HONEY ISLAND, AND ABOUT 1/2 MILE S OF ROTHS
 BL2106'FARMHOUSE, IN THE SE CORNER OF THE NATHANIEL WITCHER SURVEY,
 BL2106'ON LAND BELONGING TO THE HOUSTON OIL COMPANY.
 BL2106'
 BL2106'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2106'DISKS SET IN CONCRETE.
 BL2106'
 BL2106'REFERENCE MARK NO. 1 IS 3 METERS (10 FEET) E OF ROAD, AT SPLIT
 BL2106'IN ROAD, AND ABOUT 190 METERS (623 FEET) FROM STATION
 BL2106'N 42 DEG 49 MIN E.
 BL2106'
 BL2106'REFERENCE MARK NO. 2 IS 3 METERS (10 FEET) W OF CUT-OFF ROAD
 BL2106'BETWEEN ROAD TO N AND ROAD TO SW AND IS 42.29 METERS (138.7
 BL2106'FEET) FROM STATION S 77 DEG 04 MIN W.
 BL2106'
 BL2106'TO REACH FROM KOUNTZE GO N ALONG HIGHWAY 40, 5.2 MILES FROM
 BL2106'THE COLORADO AND SANTA FE RAILROAD CROSSING AT N EDGE OF TOWN,
 BL2106'THENCE W OVER PLANK BRIDGE, AND CONTINUE WESTERLY TO CROSS
 BL2106'ROAD AT 1-3/4 MILES, THERE TURN SW AND GO 0.9 MILE TO POINT
 BL2106'WHERE ROAD IS CROSSED BY A N-S ROAD.  STATION IS 18.4 METERS
 BL2106'(60 FEET) E OF CROSS ROAD, 8.4 METERS (28 FEET) NE OF ROAD
 BL2106'TO SE, AND 25.1 METERS (82 FEET) W OF SOUTHWESTERLY ONE OF
 BL2106'THREE BLAZED 8-INCH PINE TREES.
 BL2106
 BL2106                          STATION RECOVERY (1952)
 BL2106
 BL2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2106'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 BL2106'TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED
 BL2106'WHEN THE ROAD WAS WIDENED.  A NEW REFERENCE MARK NO. 3 AND
 BL2106'AZIMUTH MARK WERE ESTABLISHED.
 BL2106'
 BL2106'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL2106'
 BL2106'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF KOUNTZE
 BL2106'AND ABOUT 2.5 MILES NOTHEAST OF HONEY ISLAND IN THE EAST EDGE
 BL2106'OF A LARGE CLEARING, 44 FEET NORTHWEST OF THE CENTER OF FARM
 BL2106'ROAD 1003 AND 5 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 BL2106'OLIVE 1931 AND PROJECTS 2 INCHES.
 BL2106'
 BL2106'REFERENCE MARK NO. 2 IS 127 FEET NORTHWEST OF THE CENTER OF
 BL2106'FARM ROAD 1003.  IT IS STAMPED OLIVE NO 2 1931 AND PROJECTS
 BL2106'4 INCHES.
 BL2106'
 BL2106'REFERENCE MARK NO. 3 IS 122 FEET NORTHWEST OF THE CENTER OF
 BL2106'FARM ROAD 1003.  IT IS STAMPED OLIVE NO 3 1931 AND PROJECTS 4
 BL2106'INCHES.
 BL2106'
 BL2106'THE DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO. 3 IS 174.21 FEET.
 BL2106'
 BL2106'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 55 FEET SOUTHEAST
 BL2106'OF THE CENTER OF FARM ROAD 1003, 12 FEET NORTH OF THE NORTH
 BL2106'END OF A GATE, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST
 BL2106'OF A FENCE AROUND STOCK FEEDING LOT.  IT IS STAMPED OLIVE
 BL2106'1931 RESET 1952 AND PROJECTS 3 INCHES.
 BL2106'
 BL2106'TO REACH THE STATION FROM THE POST OFFICE IN HONEY ISLAND,
 BL2106'GO EAST FOR 0.5 MILE TO FARM ROAD 1003, CONTINUE EAST AND
 BL2106'NORTHEAST OF FARM ROAD 1003 FOR 2.3 MILES TO STATION ON LEFT
 BL2106'AS DESCRIBED, CONTINUE NORTHEAST FOR 0.3 TO AZIMUTH MARK
 BL2106'ON RIGHT JUST WEST OF STOCK FEEDING LOT AS DESCRIBED.
 BL2106
 BL2106                          STATION RECOVERY (1978)
 BL2106
 BL2106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JEP)
 BL2106'MARK NOT FOUND.
 BL2106
 BL2106                          STATION RECOVERY (1998)
 BL2106
 BL2106'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL2106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0871 ***********************************************************************
 CB0871  DESIGNATION -  OLIVER
 CB0871  PID         -  CB0871
 CB0871  STATE/COUNTY-  TX/SCHLEICHER
 CB0871  USGS QUAD   -  CAVE SPRING (1987)
 CB0871
 CB0871                         *CURRENT SURVEY CONTROL
 CB0871  ___________________________________________________________________
 CB0871* NAD 83(1993)-  31 02 09.26543(N)    100 22 49.52154(W)     ADJUSTED  
 CB0871* NAVD 88     -       744.5    (meters)    2443.     (feet)  VERTCON   
 CB0871  ___________________________________________________________________
 CB0871  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 CB0871  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CB0871
 CB0871  HORZ ORDER  -  FIRST
 CB0871
 CB0871.The horizontal coordinates were established by classical geodetic methods
 CB0871.and adjusted by the National Geodetic Survey in February 1996..
 CB0871
 CB0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0871
 CB0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0871
 CB0871.The geoid height was determined by GEOID03.
 CB0871
 CB0871;                    North         East     Units Scale Factor Converg.
 CB0871;SPC TX C     - 3,151,788.084   695,504.986   MT  0.99988192   -0 01 27.3
 CB0871;SPC TX C     -10,340,491.41  2,281,835.94   sFT  0.99988192   -0 01 27.3
 CB0871;UTM  14      - 3,434,399.667   368,259.878   MT  0.99981408   -0 42 42.5
 CB0871
 CB0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0871!SPC TX C     -   0.99988669  x   0.99988192  =   0.99976862
 CB0871!UTM  14      -   0.99988669  x   0.99981408  =   0.99970079
 CB0871
 CB0871|---------------------------------------------------------------------|
 CB0871| PID    Reference Object                     Distance      Geod. Az  |
 CB0871|                                                           dddmmss.s |
 CB0871| CV4991 OLIVER RM 2                          32.601 METERS 00257     |
 CB0871| CB0872 OLIVER RM A                          27.442 METERS 01721     |
 CB0871| CV4988 OLIVER AZ MK                                       0665135.7 |
 CB0871| CV4990 OLIVER RM 1                          55.885 METERS 10206     |
 CB0871| CV4989 OLIVER AZ MK 2                                     2493850.3 |
 CB0871|---------------------------------------------------------------------|
 CB0871
 CB0871                          SUPERSEDED SURVEY CONTROL
 CB0871
 CB0871  NAD 83(1986)-  31 02 09.27242(N)    100 22 49.50699(W) AD(       ) 1
 CB0871  NAD 27      -  31 02 08.66200(N)    100 22 48.17900(W) AD(       ) 1
 CB0871  NGVD 29 (07/19/86)  744.3    (m)         2442.     (f) VERT ANG       
 CB0871
 CB0871.Superseded values are not recommended for survey control.
 CB0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0871.See file dsdata.txt to determine how the superseded data were derived.
 CB0871
 CB0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6826034400(NAD 83)
 CB0871_MARKER: DS = TRIANGULATION STATION DISK
 CB0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0871
 CB0871  HISTORY     - Date     Condition        Report By
 CB0871  HISTORY     - 1935     MONUMENTED       CGS
 CB0871  HISTORY     - 1939     GOOD             TXGS
 CB0871  HISTORY     - 1968     GOOD             CGS
 CB0871
 CB0871                          STATION DESCRIPTION
 CB0871
 CB0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0871'STATION IS ON THE PROPERTY OF MRS. POLK OLIVER, IN THE S
 CB0871'HALF OF SECTION 77, BLOCK H, ABOUT 14-1/2 MILES SSE OF CHRISTOVAL
 CB0871'AND 18 MILES NE OF ELDORADO.  STATION IS INSIDE CORRAL LOT
 CB0871'ABOUT 125 YARDS NE OF LEES HOUSE, 125 FEET S OF CORRAL SHED,
 CB0871'95 FEET N OF WINDMILL, 40 FEET NW OF WATER TANK, 22 FEET
 CB0871'E OF N AND S FENCE, AND 19 FEET N OF E-W FENCE.  MARK PROJECTS
 CB0871'ABOUT 8 INCHES ABOVE THE SURFACE.
 CB0871'
 CB0871'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CB0871'BRONZE DISKS SET IN CONCRETE.
 CB0871'
 CB0871'REFERENCE MARK NO. 1 IS 183.23 FEET ESE OF STATION, ON N-S
 CB0871'FENCE LINE, ABOUT 50 FEET N OF GATE.  MARK PROJECTS ABOUT
 CB0871'6 INCHES ABOVE THE GROUND.
 CB0871'
 CB0871'REFERENCE MARK NO. 2 IS 106.90 FEET N OF STATION ON PLANK
 CB0871'FENCE LINE.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CB0871'
 CB0871'AZIMUTH MARK IS APPROXIMATELY 1.3 MILES ENE OF STATION,
 CB0871'JUST W OF TWO GROVES OF OAK TREES.  REACHED FROM THE PLANK
 CB0871'GATE JUST N OF LEES HOUSE BY GOING N ABOUT 100 YARDS, TAKE
 CB0871'DIM RIGHT-HAND FORK E FOR 1.3 MILES, THEN TURN LEFT (NE)
 CB0871'PICKING WAY THROUGH BRUSH AND ROCKS FOR 0.35 MILE TO TOP OF
 CB0871'HILL AND MARK.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CB0871'
 CB0871'STATION IS REACHED FROM THE STREET LEADING E FROM THE MAIN
 CB0871'HIGHWAY AT THE GULF GAS STATION IN CHRISTOVAL BY GOING E AND
 CB0871'S ON THIS ROAD FOR 11.6 MILES (ROAD JOGS S AND E) OR 1.2 MILES
 CB0871'BEYOND E.E. YORKIS MAIL BOX AT A BEND IN THE ROAD AND 0.2
 CB0871'MILE BEYOND A POINT WHERE ROAD TURNS FROM S TO E AND TAKE
 CB0871'RIGHT FORK THROUGH PLANK GATE TO RIGHT OF MAIN ROAD.  FOLLOW
 CB0871'THIS RANCH ROAD S FOR 1.7 MILES AND PASS THROUGH PLANK GATE
 CB0871'AT ATKINS RANCH, TURN SHARP RIGHT AND FOLLOW MAIN RANCH ROAD
 CB0871'WESTERLY FOR 0.7 MILE, PASS THROUGH WIRE GATE AND CONTINUE
 CB0871'S FOR 0.7 MILE TO PLANK GATE, PASS THROUGH GATE AND FOLLOW
 CB0871'MAIN ROAD S FOR 0.8 MILE, PASS THROUGH PLANK GATE WINDMILL
 CB0871'ON LEFT AND FOLLOW MAIN ROAD S FOR 1.3 MILES, PASS THROUGH
 CB0871'PLANK GATE AND CONTINUE S FOR 0.1 MILE TO LEES HOUSE AND
 CB0871'STATION.
 CB0871'
 CB0871'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CB0871
 CB0871                          STATION RECOVERY (1939)
 CB0871
 CB0871'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CB0871'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 CB0871
 CB0871                          STATION RECOVERY (1968)
 CB0871
 CB0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0871'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CB0871'1935 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE IN
 CB0871'DISTANCE OF 0.12 FEET TO REFERENCE MARK 1 AND 0.06 FEET TO
 CB0871'REFERENCE MARK 2 WAS NOTED AND VERIFIED ON THIS
 CB0871'OCCUPATION.  DIRECTIONS COMPARED FAVORABLE WITH 1935
 CB0871'OBSERVATIONS.  A NEW AZIMUTH MARK 2 WAS ESTABLISHED AT THIS
 CB0871'TIME.  DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION
 CB0871'FOLLOWS.
 CB0871'
 CB0871'THE STATION IS ABOUT 18 MILES NORTHEAST OF ELDORADO, 14 MILES
 CB0871'SOUTHEAST OF CHRISTOVAL, 3-1/2 MILES WEST OF RANCH ROAD 2084,
 CB0871'AND ON PROPERTY OWNED BY MR. JOE ZENTNER.
 CB0871'
 CB0871'TO REACH THE STATION FROM THE POST OFFICE IN CHRISTOVAL, GO
 CB0871'SOUTH ON U.S. HIGHWAY 277 FOR 0.25 MILE TO THE JUNCTION OF
 CB0871'FARM ROAD 2084 ON THE LEFT.  TURN LEFT AND GO EAST AND SOUTH ON
 CB0871'FARM ROAD 2084 FOR 10.2 MILES TO A SIDE ROAD RIGHT AND SIGN
 CB0871'KATHERINE L HARRIS.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD
 CB0871'FOR 4.4 MILES TO TWO WIRE GATES AND A CATTLE GUARD ON THE
 CB0871'LEFT.  (AZIMUTH MARK 2 IS 0.25 MILE SOUTH OF THIS POINT, AND ON
 CB0871'THE LEFT SIDE OF ROAD.) TURN LEFT THROUGH THE NORTH GATE AND
 CB0871'GO EAST ON TRACK ROAD FOR 0.5 MILE TO A CATTLE GUARD.  PASS
 CB0871'OVER CATTLE GUARD AND GO EAST FOR ABOUT 50 FEET TO A WIRE GATE
 CB0871'ON THE RIGHT.  TURN RIGHT THROUGH WIRE GATE AND GO
 CB0871'SOUTHEAST ON TRACK ROAD FOR 0.05 MILE TO THE SOUTH SIDE OF
 CB0871'A WIRE FENCE ON THE LEFT.  TURN LEFT AND GO EAST ALONG SOUTH
 CB0871'SIDE OF FENCE FOR 50 YARDS TO A GATE AND THE STATION ON THE
 CB0871'RIGHT.
 CB0871'
 CB0871'THE STATION IS A STANDARD DISK STAMPED OLIVER 1935, SET IN THE
 CB0871'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 8 INCHES
 CB0871'ABOVE THE GROUND SURFACE.  IT IS 108 FEET SOUTH-SOUTHEAST OF A
 CB0871'GATE, 22.5 FEET EAST OF A FENCE, AND 4.4 FEET EAST OF A METAL
 CB0871'WITNESS POST WITH SIGN ATTACHED.
 CB0871'
 CB0871'REFERENCE MARK 1 IS A STANDARD DISK STAMPED OLIVER NO 1 1935, SET
 CB0871'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CB0871'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 89 FEET EAST-SOUTHEAST
 CB0871'OF A FENCE CORNER AND 76 FEET NORTH OF A FENCE AND GATE.
 CB0871'
 CB0871'REFERENCE MARK 2 IS A STANDARD DISK STAMPED OLIVER NO 2 1935,
 CB0871'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CB0871'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET WEST OF A
 CB0871'METAL WITNESS POST WITH SIGN ATTACHED, 16 FEET EAST OF A GATE,
 CB0871'AND 1 FOOT SOUTH OF A BOARD FENCE.
 CB0871'
 CB0871'AZIMUTH MARK 1935 IS A STANDARD REFERENCE MARK DISK STAMPED
 CB0871'OLIVER AZI 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CB0871'MONUMENT AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CB0871'13.5 FEET NORTH OF A 12-INCH LIVE OAK TREE WITH TRIANGLE BLAZE
 CB0871'ON THE NORTH SIDE.
 CB0871'
 CB0871'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED OLIVER 1935 AZ 2 1967,
 CB0871'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CB0871'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET EAST OF THE
 CB0871'CENTER OF THE GRAVELED ROAD, 14.5 FEET NORTH OF A POWERLINE
 CB0871'POLE, AND 2.2 FEET EAST OF A FENCE AND A METAL WITNESS POST WITH
 CB0871'SIGN ATTACHED.
 CB0871'
 CB0871'TO REACH THE AZIMUTH MARK 1935 FROM THE WIRE GATE ABOUT 300
 CB0871'YARDS NORTHWEST OF THE STATION, GO NORTHEAST ON TRACK ROAD FOR
 CB0871'0.65 MILE TO A FORK AND AN OIL WELL ON THE LEFT.  TURN RIGHT
 CB0871'AND GO EAST ON TRACK ROAD FOR 0.15 MILE TO A DIM FORK.  TURN
 CB0871'LEFT AND GO NORTH ON TRACK ROAD FOR 0.25 MILE TO A 4-INCH
 CB0871'PIPELINE CROSSING.  TURN RIGHT AND GO EAST ALONG NORTH SIDE OF
 CB0871'PIPELINE FOR 0.3 MILE TO A T INTERSECTION OF PIPELINES.
 CB0871'CROSS NORTHBOUND PIPELINE AND CONTINUE EAST ALONG NORTH SIDE OF
 CB0871'PIPELINE FOR 0.4 MILE TO A POINT ABOUT 100 YARDS BEFORE
 CB0871'REACHING TOP OF RIDGE.  TURN RIGHT AND GO SOUTH FOR
 CB0871'0.2 MILE TO THE AZIMUTH MARK.
 CB0871'
 CB0871'NOTE--AZIMUTH MARK 1935 IS VERY DIFFICULT TO REACH AND WAS
 CB0871'NOT RECOVERED UNTIL AFTER AZIMUTH MARK 2 WAS SET AND THE
 CB0871'STATION HAD BEEN BUILT.
 CB0871'
 CB0871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CB0871'14 MILES SOUTHEAST OF CHRISTOVAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7293 ***********************************************************************
 AC7293  DESIGNATION -  OLIVER
 AC7293  PID         -  AC7293
 AC7293  STATE/COUNTY-  TX/LAMPASAS
 AC7293  USGS QUAD   -  LOMETA (1959)
 AC7293
 AC7293                         *CURRENT SURVEY CONTROL
 AC7293  ___________________________________________________________________
 AC7293* NAD 83(1993)-  31 09 47.76776(N)    098 28 13.35244(W)     ADJUSTED  
 AC7293* NAVD 88     -       420.58   (+/-2cm)    1379.9    (feet)  VERTCON   
 AC7293  ___________________________________________________________________
 AC7293  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AC7293  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AC7293
 AC7293  HORZ ORDER  -  THIRD
 AC7293  VERT ORDER  -  THIRD ? (See Below)
 AC7293
 AC7293.The horizontal coordinates were established by classical geodetic methods
 AC7293.and adjusted by the National Geodetic Survey in March 1997..
 AC7293
 AC7293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7293.The vertical order pertains to the NGVD 29 superseded value.
 AC7293
 AC7293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7293
 AC7293.The geoid height was determined by GEOID03.
 AC7293
 AC7293;                    North         East     Units Scale Factor Converg.
 AC7293;SPC TX C     - 3,167,393.303   877,587.940   MT  0.99988572   +0 57 34.3
 AC7293;SPC TX C     -10,391,689.53  2,879,219.77   sFT  0.99988572   +0 57 34.3
 AC7293;UTM  14      - 3,447,817.173   550,475.135   MT  0.99963142   +0 16 26.7
 AC7293
 AC7293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7293!SPC TX C     -   0.99993789  x   0.99988572  =   0.99982362
 AC7293!UTM  14      -   0.99993789  x   0.99963142  =   0.99956933
 AC7293
 AC7293                          SUPERSEDED SURVEY CONTROL
 AC7293
 AC7293  NGVD 29 (03/17/97)  420.51   (m)         1379.6    (f) LEVELING    3  
 AC7293
 AC7293.Superseded values are not recommended for survey control.
 AC7293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7293.See file dsdata.txt to determine how the superseded data were derived.
 AC7293
 AC7293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV5047547817(NAD 83)
 AC7293_MARKER: DS = TRIANGULATION STATION DISK
 AC7293
 AC7293  HISTORY     - Date     Condition        Report By
 AC7293  HISTORY     - 1958     MONUMENTED       USGS
 AC7293  HISTORY     - 20020420 POOR             USPSQD
 AC7293
 AC7293                          STATION DESCRIPTION
 AC7293
 AC7293'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AC7293'STATION IS ABOUT 4 MI. S. AND 5 MI. W. OF LOMETA, LAMPASAS COUNTY,
 AC7293'TEXAS, ON LAND RANCHED BY R. L. OLIVER.  IT IS ON OR VERY NEAR THE
 AC7293'HIGHEST PART OF A PROMINENT CLEARED RIDGE, 75 FT. WNW. OF A PAVED RD.
 AC7293'ABOVE A 4 FT. CUT 200 FT. LONG.  IT IS ABOUT 100 YDS. NE. OF AN
 AC7293'INACTIVE CALICHE PIT, AND 24 FT. NW. OF RIGHT-OF-WAY FENCE.
 AC7293'TO REACH THE STATION FROM LOMETA, DRIVE W. AND SW. ALONG FARM ROAD 581
 AC7293'FOR 6.5 MI. TO PROMINENT RIDGE AND STATION ON RIGHT.
 AC7293'STATION MARK--A STANDARD TABLET IN A ROUND 5 IN. CONCRETE POST,
 AC7293'STAMPED---OLIVER 1958---, AND ELEVATION ---1380--- FT.
 AC7293'AZIMUTH MARK--USGS STANDARD TABLET STAMPED---PRIM TRAV STA NO 88 T
 AC7293'1924--- AND SET IN RED SANDROCK ABOUT FLUSH WITH GROUND, 68 FT. N. OF
 AC7293'HIGHWAY, BETWEEN TWO RED PLANK GATES, AND 19 FT. N. OF THE CENTERLINE
 AC7293'OF PASTURE RD.  DISTANCE FROM --OLIVER-- 1000.81 FT. DOUBLE TAPED,
 AC7293'TAPE NO. T-330 AT 53 DEGREES F.  ELEVATION OF AZIMUTH MARK--1379.02
 AC7293'FT. BY LEVELING, UNADJUSTED.
 AC7293'REFERENCE MARKS--NONE EXCEPT AZIMUTH MARK AS DESCRIBED ABOVE.
 AC7293
 AC7293                          STATION RECOVERY (2002)
 AC7293
 AC7293'RECOVERY NOTE BY US POWER SQUADRON 2002 (CG)
 AC7293'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2234 ***********************************************************************
 AN2234  DESIGNATION -  OLIVER POINT
 AN2234  PID         -  AN2234
 AN2234  STATE/COUNTY-  TX/MATAGORDA
 AN2234  USGS QUAD   -  PALACIOS (1995)
 AN2234
 AN2234                         *CURRENT SURVEY CONTROL
 AN2234  ___________________________________________________________________
 AN2234* NAD 83(1993)-  28 38 32.36767(N)    096 14 11.19228(W)     ADJUSTED  
 AN2234* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AN2234  ___________________________________________________________________
 AN2234  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AN2234  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN2234
 AN2234  HORZ ORDER  -  SECOND
 AN2234
 AN2234.The horizontal coordinates were established by classical geodetic methods
 AN2234.and adjusted by the National Geodetic Survey in February 1996..
 AN2234
 AN2234.The orthometric height was scaled from a topographic map.
 AN2234
 AN2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2234
 AN2234.The geoid height was determined by GEOID03.
 AN2234
 AN2234;                    North         East     Units Scale Factor Converg.
 AN2234;SPC TXSC     - 4,092,851.886   870,157.303   MT  0.99993574   +1 21 14.0
 AN2234;SPC TXSC     -13,427,964.90  2,854,841.08   sFT  0.99993574   +1 21 14.0
 AN2234;UTM  14      - 3,171,483.762   770,148.746   MT  1.00050075   +1 19 31.8
 AN2234
 AN2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2234!SPC TXSC     -   1.00000422  x   0.99993574  =   0.99993996
 AN2234!UTM  14      -   1.00000422  x   1.00050075  =   1.00050497
 AN2234
 AN2234:                Primary Azimuth Mark                     Grid Az
 AN2234:SPC TXSC     -  PALACIOS SOUTH BASE                      013 17 31.2
 AN2234:UTM  14      -  PALACIOS SOUTH BASE                      013 19 13.4
 AN2234
 AN2234|---------------------------------------------------------------------|
 AN2234| PID    Reference Object                     Distance      Geod. Az  |
 AN2234|                                                           dddmmss.s |
 AN2234| AN0218 PALACIOS SOUTH BASE                 APPROX. 6.8 KM 0143845.2 |
 AN2234| CV6626 OLIVER POINT RM 2                    20.190 METERS 07731     |
 AN2234| CV6625 OLIVER POINT RM 1                    18.070 METERS 34855     |
 AN2234| AN2232 CAMP HULEN TANK                     APPROX. 6.1 KM 3500806.9 |
 AN2234|---------------------------------------------------------------------|
 AN2234
 AN2234                          SUPERSEDED SURVEY CONTROL
 AN2234
 AN2234  NAD 83(1986)-  28 38 32.37207(N)    096 14 11.16837(W) AD(       ) 2
 AN2234  NAD 27      -  28 38 31.39200(N)    096 14 10.28000(W) AD(       ) 2
 AN2234
 AN2234.Superseded values are not recommended for survey control.
 AN2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2234.See file dsdata.txt to determine how the superseded data were derived.
 AN2234
 AN2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7014971484(NAD 83)
 AN2234_MARKER: DD = SURVEY DISK
 AN2234_SETTING: 0 = UNSPECIFIED SETTING
 AN2234
 AN2234  HISTORY     - Date     Condition        Report By
 AN2234  HISTORY     - 1934     MONUMENTED       USE
 AN2234  HISTORY     - 1938     MARK NOT FOUND   WESGEO
 AN2234  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AN2234  HISTORY     - 1951     GOOD             LOCENG
 AN2234  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2234
 AN2234                          STATION DESCRIPTION
 AN2234
 AN2234'DESCRIBED BY US ENGINEERS 1934 (EOH)
 AN2234'STATION IS LOCATED ABOUT 4-1/2 MILES SSW OF PALACIOS, ON
 AN2234'OLIVER POINT.  IT IS SITUATED ON A SAND RIDGE, 45 METERS SSE FROM
 AN2234'THE N SHORE OF THE POINT, 55 METERS N FROM THE S SHORE OF THE
 AN2234'POINT, 250 METERS E FROM THE EXTREME END OF THE POINT, AND 150
 AN2234'METERS WSW FROM THE EDGE OF MARSH.  IT IS 100 METERS SW FROM
 AN2234'A SMALL GROVE OF MESQUITE BUSHES.
 AN2234'
 AN2234'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK SET
 AN2234'IN CONCRETE.  REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET
 AN2234'IN THE TOPS OF CONCRETE POSTS.
 AN2234'
 AN2234'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2234'CAMP HULEN, WATER TANK, 342 DEG.  PALACIOS, MUNICIPAL WATER
 AN2234'TANK, 0 DEG.  AND HALFMOON REEF LIGHT, 219 DEG 30 MIN.
 AN2234'
 AN2234'HEIGHT OF LIGHT ABOVE STATION MARK - 3.4 METERS.
 AN2234
 AN2234                          STATION RECOVERY (1938)
 AN2234
 AN2234'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2234'NOT FOUND.
 AN2234
 AN2234                          STATION RECOVERY (1947)
 AN2234
 AN2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2234'STATION HAS BEEN CUT OUT BY EROSION OF THE BANK AND DESTROYED.
 AN2234
 AN2234                          STATION RECOVERY (1951)
 AN2234
 AN2234'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951 (HJS)
 AN2234'RECOVERED BY BRAZOS OIL AND GAS CO.
 AN2234'
 AN2234'LETTER OF MR. H.J. SALANI, BRAZOS OIL AND GAS CO., HOUSTON,
 AN2234'DATED 10/23/51--
 AN2234'
 AN2234'THOUGH THIS STATION HAS BEEN REPORTED AS DESTROYED, THE STATION
 AN2234'AND R.M. 2 WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN2234'TRIANGULATION BETWEEN STATIONS MOTT AND WEATHER MAST VERIFY THE
 AN2234'LOCATION OF STATION.
 AN2234
 AN2234                          STATION RECOVERY (1969)
 AN2234
 AN2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2234'THE STATION SITE WAS VISITED AND REFERENCE MARKS 1 AND 2 WERE
 AN2234'FOUND AT THE BASE OF THE BLUFF, WASHED OUT WHEN THE BANK ERODED
 AN2234'BACK.  APPROXIMATE POSITION OF REFERENCE MARKS SHOW STATION TO
 AN2234'BE 60 FEET OUT IN WATER OF BAY.  A CONCRETE POST WITH CLAY TILE AT
 AN2234'ITS CENTER WAS FOUND AT THIS LOCATION, HOWEVER THE DISK WAS NOT
 AN2234'SEEN AS THE POST COULD NOT BE TURNED OVER.  ALL INDICATIONS ARE
 AN2234'THAT THE STATION IS LOST.
 AN2234'
 AN2234'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/4 MILES
 AN2234'SOUTH OF PALACIOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0872 ***********************************************************************
 CB0872  DESIGNATION -  OLIVER RM A
 CB0872  PID         -  CB0872
 CB0872  STATE/COUNTY-  TX/SCHLEICHER
 CB0872  USGS QUAD   -  CAVE SPRING (1987)
 CB0872
 CB0872                         *CURRENT SURVEY CONTROL
 CB0872  ___________________________________________________________________
 CB0872* NAD 83(1993)-  31 02 10.11597(N)    100 22 49.21302(W)     ADJUSTED  
 CB0872* NAVD 88     -       744.4    (meters)    2442.     (feet)  VERTCON   
 CB0872  ___________________________________________________________________
 CB0872  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 CB0872  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CB0872
 CB0872  HORZ ORDER  -  FIRST
 CB0872
 CB0872.The horizontal coordinates were established by classical geodetic methods
 CB0872.and adjusted by the National Geodetic Survey in February 1996..
 CB0872
 CB0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0872
 CB0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0872
 CB0872.The geoid height was determined by GEOID03.
 CB0872
 CB0872;                    North         East     Units Scale Factor Converg.
 CB0872;SPC TX C     - 3,151,814.272   695,513.178   MT  0.99988193   -0 01 27.2
 CB0872;SPC TX C     -10,340,577.32  2,281,862.82   sFT  0.99988193   -0 01 27.2
 CB0872;UTM  14      - 3,434,425.753   368,268.383   MT  0.99981405   -0 42 42.4
 CB0872
 CB0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0872!SPC TX C     -   0.99988670  x   0.99988193  =   0.99976865
 CB0872!UTM  14      -   0.99988670  x   0.99981405  =   0.99970077
 CB0872
 CB0872|---------------------------------------------------------------------|
 CB0872| PID    Reference Object                     Distance      Geod. Az  |
 CB0872|                                                           dddmmss.s |
 CB0872| CB0871 OLIVER                               27.442 METERS 19721     |
 CB0872| CB0888 JACOBS                              APPROX.15.5 KM 3070059.0 |
 CB0872|---------------------------------------------------------------------|
 CB0872
 CB0872                          SUPERSEDED SURVEY CONTROL
 CB0872
 CB0872  NAD 83(1986)-  31 02 10.12297(N)    100 22 49.19846(W) AD(       ) 1
 CB0872  NAD 27      -  31 02 09.51254(N)    100 22 47.87049(W) AD(       ) 1
 CB0872  NGVD 29 (07/19/86)  744.2    (m)         2442.     (f) VERT ANG       
 CB0872
 CB0872.Superseded values are not recommended for survey control.
 CB0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0872.See file dsdata.txt to determine how the superseded data were derived.
 CB0872
 CB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6826834426(NAD 83)
 CB0872_MARKER: DS = TRIANGULATION STATION DISK
 CB0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0872+STABILITY: SURFACE MOTION
 CB0872
 CB0872  HISTORY     - Date     Condition        Report By
 CB0872  HISTORY     - 1968     MONUMENTED       CGS
 CB0872
 CB0872                          STATION DESCRIPTION
 CB0872
 CB0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0872'THE STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF ELDORADO,
 CB0872'14 MILES SOUTHEAST OF CHRISTOVAL, 3-1/2 MILES WEST OF RANCH ROAD
 CB0872'2084 AND ON PROPERTY OWNED BY MR. JOE ZENTNER.
 CB0872'
 CB0872'THE STATION MARK IS A STANDARD DISK, STAMPED OLIVER RM A 1967,
 CB0872'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 CB0872'FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET EAST OF THE EAST
 CB0872'GATE POST AND 21.0 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 CB0872'ATTACHED.
 CB0872'
 CB0872'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION OLIVER
 CB0872'1935.  NOTE DISTANCE AND DIRECTION.
 CB0872'
 CB0872'TO REACH THE STATION FROM THE POST OFFICE IN CHRISTOVAL, GO
 CB0872'SOUTH ON U.S. HIGHWAY 277 FOR 0.25 MILE TO THE JUNCTION OF
 CB0872'FARM ROAD 2084 ON THE LEFT.  TURN LEFT AND GO EAST AND SOUTH ON
 CB0872'FARM ROAD 2084 FOR 10.2 MILES TO A SIDE ROAD RIGHT AND SIGN
 CB0872'KATHERINE L HARRIS.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD
 CB0872'FOR 4.4 MILES TO TWO WIRE GATES AND A CATTLE GUARD ON THE
 CB0872'LEFT.  (AZIMUTH MARK 2 IS 0.25 MILE SOUTH OF THIS POINT, AND ON
 CB0872'THE LEFT SIDE OF ROAD.) TURN LEFT THROUGH THE NORTH GATE AND
 CB0872'GO EAST ON TRACK ROAD FOR 0.5 MILE TO A CATTLE GUARD.  PASS
 CB0872'OVER CATTLE GUARD AND GO EAST FOR ABOUT 50 FEET TO A WIRE GATE
 CB0872'ON THE RIGHT.  TURN RIGHT THROUGH WIRE GATE AND GO
 CB0872'SOUTHEAST ON TRACK ROAD FOR 0.05 MILE TO THE SOUTH SIDE OF
 CB0872'A WIRE FENCE ON THE LEFT.  TURN LEFT AND GO EAST ALONG SOUTH
 CB0872'SIDE OF FENCE FOR 50 YARDS TO A GATE AND STATION OLIVER ON THE RIGHT.
 CB0872'OLIVER RM A IS 90.034 FEET NORTH OF STATION OLIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1743 ***********************************************************************
 AB1743  DESIGNATION -  OLMITO
 AB1743  PID         -  AB1743
 AB1743  STATE/COUNTY-  TX/CAMERON
 AB1743  USGS QUAD   -  OLMITO (1983)
 AB1743
 AB1743                         *CURRENT SURVEY CONTROL
 AB1743  ___________________________________________________________________
 AB1743* NAD 83(1993)-  26 03 10.66756(N)    097 31 40.82610(W)     ADJUSTED  
 AB1743* NAVD 88     -         8.48   (+/-2cm)      27.8    (feet)  VERTCON   
 AB1743  ___________________________________________________________________
 AB1743  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AB1743  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AB1743
 AB1743  HORZ ORDER  -  FIRST
 AB1743  VERT ORDER  -  THIRD ? (See Below)
 AB1743
 AB1743.The horizontal coordinates were established by classical geodetic methods
 AB1743.and adjusted by the National Geodetic Survey in February 1996..
 AB1743
 AB1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1743.The vertical order pertains to the NGVD 29 superseded value.
 AB1743
 AB1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1743
 AB1743.The geoid height was determined by GEOID03.
 AB1743
 AB1743;                    North         East     Units Scale Factor Converg.
 AB1743;SPC TX S     - 5,043,174.781   397,272.028   MT  1.00003058   +0 26 28.6
 AB1743;SPC TX S     -16,545,815.93  1,303,383.31   sFT  1.00003058   +0 26 28.6
 AB1743;UTM  14      - 2,882,380.118   647,257.502   MT  0.99986775   +0 38 47.8
 AB1743
 AB1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1743!SPC TX S     -   1.00000214  x   1.00003058  =   1.00003272
 AB1743!UTM  14      -   1.00000214  x   0.99986775  =   0.99986989
 AB1743
 AB1743|---------------------------------------------------------------------|
 AB1743| PID    Reference Object                     Distance      Geod. Az  |
 AB1743|                                                           dddmmss.s |
 AB1743| CV2744 OLMITO RM                            25.599 METERS 07845     |
 AB1743| AB1597 BENITO                              APPROX.10.2 KM 2852334.0 |
 AB1743| AB1601 SAN BENITO BANK CO BLDG CUP         APPROX.13.6 KM 3092935.1 |
 AB1743| AB1602 SAN BENITO STANDPIPE                APPROX.13.8 KM 3103518.4 |
 AB1743|---------------------------------------------------------------------|
 AB1743
 AB1743                          SUPERSEDED SURVEY CONTROL
 AB1743
 AB1743  NAD 83(1986)-  26 03 10.67792(N)    097 31 40.78276(W) AD(       ) 1
 AB1743  NAD 27      -  26 03 09.39700(N)    097 31 39.83600(W) AD(       ) 1
 AB1743  NGVD 29 (07/19/86)    8.57   (m)           28.1    (f) LEVELING    3  
 AB1743
 AB1743.Superseded values are not recommended for survey control.
 AB1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1743.See file dsdata.txt to determine how the superseded data were derived.
 AB1743
 AB1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP4725882380(NAD 83)
 AB1743_MARKER: DS = TRIANGULATION STATION DISK
 AB1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1743_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1743
 AB1743  HISTORY     - Date     Condition        Report By
 AB1743  HISTORY     - 1913     MONUMENTED       CGS
 AB1743  HISTORY     - 1939     SEE DESCRIPTION  CGS
 AB1743
 AB1743                          STATION DESCRIPTION
 AB1743
 AB1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1743'STATION IS ABOUT 2 MILES N FROM OLMITO ON THE W SIDE OF THE
 AB1743'ROAD LEADING N FROM THE RAILROAD STATION AND ABOUT 100 METERS
 AB1743'(328 FEET) S OF THE COUNTY DRAIN DITCH, ON LAND BELONGING TO
 AB1743'MR. GAY OF OLMITO.
 AB1743'
 AB1743'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1743'DISKS SET IN CONCRETE.
 AB1743'
 AB1743'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE ROAD, AT THE
 AB1743'SAME ELEVATION AS THE STATION, AND 24.599 METERS (80.70 FEET)
 AB1743'THEREFROM N 78 DEG 45 MIN E.
 AB1743'
 AB1743'ELEVATION OF STATION, 8.98 METERS (29.5 FEET).
 AB1743
 AB1743                          STATION RECOVERY (1939)
 AB1743
 AB1743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1743'STATION DESTROYED.  OLMITO ECCENTRIC WAS ESTABLISHED AND
 AB1743'DESCRIBED, AND THE EXACT SPOT OF OLMITO DETERMINED.  NEITHER
 AB1743'THE SURFACE NOR THE SUBSURFACE MARK COULD BE FOUND.  THE OLD
 AB1743'REFERENCE MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0481 ***********************************************************************
 AB0481  DESIGNATION -  OLMITO ECC
 AB0481  PID         -  AB0481
 AB0481  STATE/COUNTY-  TX/CAMERON
 AB0481  USGS QUAD   -  OLMITO (1983)
 AB0481
 AB0481                         *CURRENT SURVEY CONTROL
 AB0481  ___________________________________________________________________
 AB0481* NAD 83(1993)-  26 03 10.73111(N)    097 31 40.64085(W)     ADJUSTED  
 AB0481* NAVD 88     -         8.498  (meters)      27.88   (feet)  ADJUSTED  
 AB0481  ___________________________________________________________________
 AB0481  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AB0481  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AB0481  DYNAMIC HT  -           8.484 (meters)      27.83  (feet)  COMP
 AB0481  MODELED GRAV-     979,035.8   (mgal)                       NAVD 88
 AB0481
 AB0481  HORZ ORDER  -  SECOND
 AB0481  VERT ORDER  -  FIRST     CLASS II
 AB0481
 AB0481.The horizontal coordinates were established by classical geodetic methods
 AB0481.and adjusted by the National Geodetic Survey in February 1996..
 AB0481
 AB0481.The orthometric height was determined by differential leveling
 AB0481.and adjusted by the National Geodetic Survey in June 1991..
 AB0481
 AB0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0481
 AB0481.The geoid height was determined by GEOID03.
 AB0481
 AB0481.The dynamic height is computed by dividing the NAVD 88
 AB0481.geopotential number by the normal gravity value computed on the
 AB0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0481.degrees latitude (g = 980.6199 gals.).
 AB0481
 AB0481.The modeled gravity was interpolated from observed gravity values.
 AB0481
 AB0481;                    North         East     Units Scale Factor Converg.
 AB0481;SPC TX S     - 5,043,176.776   397,277.163   MT  1.00003058   +0 26 28.7
 AB0481;SPC TX S     -16,545,822.47  1,303,400.16   sFT  1.00003058   +0 26 28.7
 AB0481;UTM  14      - 2,882,382.132   647,262.628   MT  0.99986777   +0 38 47.9
 AB0481
 AB0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0481!SPC TX S     -   1.00000214  x   1.00003058  =   1.00003272
 AB0481!UTM  14      -   1.00000214  x   0.99986777  =   0.99986991
 AB0481
 AB0481:                Primary Azimuth Mark                     Grid Az
 AB0481:SPC TX S     -  OLMITO ECC AZ MK                         008 00 23.8
 AB0481:UTM  14      -  OLMITO ECC AZ MK                         007 48 04.6
 AB0481
 AB0481|---------------------------------------------------------------------|
 AB0481| PID    Reference Object                     Distance      Geod. Az  |
 AB0481|                                                           dddmmss.s |
 AB0481| AB0483 OLMITO ECC AZ MK                                   0082652.5 |
 AB0481| AB0482 OLMITO ECC RM 1                      28.087 METERS 06554     |
 AB0481| AB0480 OLMITO ECC RM 2                      36.740 METERS 14439     |
 AB0481| AB1608 SAN BENITO MUNICIPAL TANK           APPROX.13.8 KM 3105313.3 |
 AB0481|---------------------------------------------------------------------|
 AB0481
 AB0481                          SUPERSEDED SURVEY CONTROL
 AB0481
 AB0481  NAD 83(1986)-  26 03 10.74197(N)    097 31 40.59806(W) AD(       ) 2
 AB0481  NAD 27      -  26 03 09.46000(N)    097 31 39.65000(W) AD(       ) 2
 AB0481  NGVD 29 (??/??/92)    8.574  (m)           28.13   (f) ADJ UNCH    1 2
 AB0481
 AB0481.Superseded values are not recommended for survey control.
 AB0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0481.See file dsdata.txt to determine how the superseded data were derived.
 AB0481
 AB0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP4726382382(NAD 83)
 AB0481_MARKER: DS = TRIANGULATION STATION DISK
 AB0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0481_SP_SET: CONCRETE POST
 AB0481_STAMPING: OLMITO ECC 1939
 AB0481_MARK LOGO: CGS   
 AB0481_PROJECTION: PROJECTING 12 CENTIMETERS
 AB0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0481+STABILITY: SURFACE MOTION
 AB0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0481+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1992
 AB0481
 AB0481  HISTORY     - Date     Condition        Report By
 AB0481  HISTORY     - 1939     MONUMENTED       CGS
 AB0481  HISTORY     - 1947     GOOD             CGS
 AB0481  HISTORY     - 1950     GOOD             CGS
 AB0481  HISTORY     - 1951     GOOD             CGS
 AB0481  HISTORY     - 1951     GOOD             NGS
 AB0481  HISTORY     - 1981     GOOD             USPSQD
 AB0481  HISTORY     - 1981     GOOD             NGS
 AB0481  HISTORY     - 1987     GOOD             USPSQD
 AB0481  HISTORY     - 1988     GOOD             USPSQD
 AB0481  HISTORY     - 1988     GOOD             USPSQD
 AB0481  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0481  HISTORY     - 19910509 MARK NOT FOUND   USPSQD
 AB0481  HISTORY     - 19920410 GOOD             NOS
 AB0481  HISTORY     - 20020201 GOOD             LOCSUR
 AB0481
 AB0481                          STATION DESCRIPTION
 AB0481
 AB0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB0481'STATION OLMITO, ECC., IS LOCATED IN CAMERON COUNTY, ABOUT 2.0
 AB0481'MILES N OF THE TOWN OF OLMITO.  ABOUT 3.0 MILES SW OF LOS
 AB0481'FRESNOS AND ABOUT 5.5 MILES SW OF BARREDA.  IT IS ON THE W
 AB0481'SIDE OF A N AND S ROAD, ABOUT 100 FEET S OF CABIN OCCUPIED
 AB0481'BY A MEXICAN FAMILY, IN LINE WITH A ROW OF PALM TREES.
 AB0481'
 AB0481'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AB0481'DISKS SET IN CONCRETE.
 AB0481'
 AB0481'AZIMUTH MARK IS 0.35 MILE N OF STATION, ON THE E SIDE OF ROAD,
 AB0481'SET IN THE SW CORNER OF A CONCRETE ABUTMENT OF A SYPHON.
 AB0481'
 AB0481'STATION OLMITO HAD BEEN DESTROYED BUT IT WAS THOUGHT THE
 AB0481'UNDERGROUND MARK COULD BE FOUND.  THE EXACT SPOT WAS DETERMINED
 AB0481'AND A THOROUGH SEARCH MADE FOR THE SUB-SURFACE MARK, BUT IT
 AB0481'COULD NOT BE FOUND.  IT WAS PROBABLY DUG OUT WHEN THE STATION MARK
 AB0481'WAS EXCAVATED.
 AB0481'
 AB0481'TO REACH FROM BARREDA GO E ON TEXAS STATE HIGHWAY 100 FOR
 AB0481'3.2 MILES TO A DIRT ROAD LEADING S.  TURN S FOR 1.55 MILES TO
 AB0481'THE STATION ON THE W SIDE OF THE ROAD.
 AB0481'
 AB0481'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 AB0481
 AB0481                          STATION RECOVERY (1947)
 AB0481
 AB0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB0481'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 AB0481'GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED
 AB0481'AND FOUND TO BE CORRECT.  A SLIGHT DIFFERENCE WAS FOUND IN THE
 AB0481'DIRECTION TO THE REFERENCE MARKS AS SHOWN BELOW.  A COMPLETE
 AB0481'NEW DESCRIPTION FOLLOWS--
 AB0481'
 AB0481'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF SAN BENITO AND
 AB0481'2 MILES NORTH OF THE TOWN OF OLMITO.  IT IS ABOUT 200 FEET
 AB0481'NORTHWEST OF A WHITE HOUSE, 41 FEET WEST OF A NORTH-SOUTH ROAD,
 AB0481'37 FEET SOUTH OF A 15 INCH PALM TREE AND 22 FEET EAST OF A
 AB0481'20 INCH PALM TREE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 AB0481'DISK IS STAMPED OLMITO ECC 1939.
 AB0481'
 AB0481'REFERENCE MARK NO. 1 IS 92.16 FEET NORTHEAST OF THE STATION.  IT
 AB0481'IS 36 FEET EAST OF THE CENTER OF THE ROAD AND 1.5 FEET SOUTH OF
 AB0481'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 AB0481'STAMPED OLMITO ECC NO 1 1939.
 AB0481'
 AB0481'REFERENCE MARK NO. 2 IS 120.53 FEET SOUTHEAST OF THE STATION.
 AB0481'IT ABOUT 100 FEET WEST OF THE WHITE HOUSE, 35 FEET EAST OF THE
 AB0481'CENTER OF THE ROAD AND 15 FEET SOUTH OF A POWER POLE.  THE MARK
 AB0481'PROJECTS ABOUT 4 INCHES AND DISK IS STAMPED OLMITO ECC NO 2
 AB0481'1939.
 AB0481'
 AB0481'AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION IN THE SOUTHWEST
 AB0481'CORNER OF A CONCRETE ABUTMENT OF A SYPHON ON THE EAST SIDE OF
 AB0481'THE ROAD.  THE MARK PROJECTS ABOUT 2.5 FEET AND THE DISK IS
 AB0481'STAMPED OLMITO ECC 1939.
 AB0481'
 AB0481'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 AB0481'AND STATE HIGHWAY 345 IN SAN BENITO, GO SOUTHEAST ON HIGHWAY 83
 AB0481'FOR 4.9 MILES TO JUNCTION WITH STATE HIGHWAY 100, TURN LEFT ON
 AB0481'HIGHWAY 100 AND GO 3.5 MILES TO CROSSROADS, TURN RIGHT AND GO
 AB0481'1.2 MILES TO A CONCRETE SYPHON ON THE LEFT AND THE AZIMUTH MARK,
 AB0481'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A WHITE HOUSE ON THE
 AB0481'LEFT AND STATION ON THE RIGHT AS DESCRIBED.
 AB0481'
 AB0481'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB0481
 AB0481                          STATION RECOVERY (1950)
 AB0481
 AB0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB0481'STATION R.M. 1, R.M. 2, AND AZIMUTH MARK RECOVERED IN GOOD
 AB0481'CONDITION.  1947 RECOVERY NOTE BY R.C.B. IS CORRECT AND ADEQUATE
 AB0481'EXCEPT FOR THE FOLLOWING ADDITIONS--
 AB0481'
 AB0481'AN IRRIGATION CANAL HAS BEEN CONSTRUCTED ALONG W SIDE OF ROAD.
 AB0481'
 AB0481'STATION IS 2 FEET S OF A 4- BY 4-INCH WITNESS POST.  REFERENCE
 AB0481'MARK 2 IS 160 FEET N OF ROAD CROSSING AND CANAL AND LEADING TO
 AB0481'WHITE HOUSE.
 AB0481
 AB0481                          STATION RECOVERY (1951)
 AB0481
 AB0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB0481'2.35 MILES NORTH ALONG FARM ROAD 803 FROM ITS JUNCTION WITH
 AB0481'U.S. HIGHWAYS 77 AND 83 AT OLMITO, 200 FEET NORTHWEST OF AND
 AB0481'ACROSS THE ROAD FROM A WHITE HOUSE, 92 FEET SOUTH OF THE SOUTHEAST
 AB0481'CORNER OF A SMALL BUILDING, 41 FEET WEST OF THE CENTER LINE OF
 AB0481'THE ROAD, 2 FEET SOUTH OF A WITNESS POST, A TRIANGULATION STATION
 AB0481'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AB0481'ABOVE THE GROUND, STAMPED OLMITO ECC 1939.
 AB0481'
 AB0481'OLMITO R.M. 1 IS 92 FEET NORTHEAST OF TRIANGULATION STATION
 AB0481'OLMITO 1939, 38 FEET EAST OF THE CENTER LINE OF THE ROAD,
 AB0481'1.5 FEET SOUTH OF A WITNESS POST, A REFERENCE MARK DISK SET
 AB0481'IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP
 AB0481'OF THE GROUND, STAMPED OLMITO ECC NO 1 1939.
 AB0481'
 AB0481'OLMITO R.M. 2 IS 120.6 FEET SOUTHEAST OF TRIANGULATION STATION
 AB0481'OLMITO 1939, 39 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 AB0481'SOUTH OF A POWER POLE, 2 FEET WEST OF A WITNESS POST, A
 AB0481'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AB0481'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED OLMITO ECC NO 2 1939.
 AB0481'
 AB0481'OLMITO AZIMUTH 1939 IS 0.35 MILE NORTH OF TRIANGULATION STATION
 AB0481'OLMITO 1939, 250 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 AB0481'BRIDGE, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE
 AB0481'TOP OF THE SOUTHWEST CORNER OF A CONCRETE SYPHON OF AN IRRIGATION
 AB0481'DITCH, STAMPED OLMITO ECC 1939, AN AZIMUTH MARK DISK.  ALL
 AB0481'MARKS ARE IN GOOD CONDITION.
 AB0481
 AB0481                          STATION RECOVERY (1951)
 AB0481
 AB0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0481'2.35 MI N FROM OLMITO.
 AB0481'2.35 MILES NORTH ALONG FARM ROAD 803 FROM ITS JUNCTION WITH U.S.
 AB0481'HIGHWAYS 77 AND 83 AT OLMITO, 200 FEET NORTHWEST OF AND ACROSS THE
 AB0481'ROAD FROM A WHITE HOUSE, 92 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 AB0481'SMALL BUILDING, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 AB0481'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0481'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AB0481
 AB0481                          STATION RECOVERY (1981)
 AB0481
 AB0481'RECOVERY NOTE BY US POWER SQUADRON 1981 (JEC)
 AB0481'RECOVERED IN GOOD CONDITION.
 AB0481
 AB0481                          STATION RECOVERY (1981)
 AB0481
 AB0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0481'0.2 KM (0.15 MI) SOUTHEAST ALONG FARM ROADS 511 AND 803 FROM JUNCTION
 AB0481'U.S. HIGHWAY AND OVERPASS IN OLMITO, THENCE 2.7 KM (1.7 MI) NORTH
 AB0481'ALONG FARM ROAD 803 AT A SMALL BUNGALOW HOUSE WITH BLUE TRIM ON THE
 AB0481'WESTSIDE OF THE ROAD, NOTE, TO FAR OFF LINE AND ELEVATION HAS BEEN
 AB0481'ESTABLISHED, 32.7 M (107.5 FT) NORTHWEST AND ACROSS ROAD FROM A
 AB0481'POWER POLE WITH TRANSFORMER, 60.9 M (200.0 FT) NORTHWEST AND ACROSS
 AB0481'THE ROAD FROM A WHITE HOUSE, 18.8 M (62.0 FT) EAST OF THE SOUTHEAST
 AB0481'CORNER OF A SMALL BUNGALOW HOUSE WITH BLUE TRIM, 14.3 M (47.0 FT)
 AB0481'SOUTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO HOUSE, 12.8 M
 AB0481'(42.0 FT) EAST OF THE CENTERLINE OF STATE FARM ROAD 803, AND 7.0 M
 AB0481'(23.0 FT) EAST OF THE MOST SOUTHERLY OF TWO TALL PALM TREES.
 AB0481'THE MARK IS 2.1 METERS  W FROM A WITNESS POST.
 AB0481'THE MARK IS ABOVE LEVEL WITH FARM ROAD 803.
 AB0481
 AB0481                          STATION RECOVERY (1987)
 AB0481
 AB0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0481'RECOVERED IN GOOD CONDITION.
 AB0481
 AB0481                          STATION RECOVERY (1988)
 AB0481
 AB0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0481'RECOVERED IN GOOD CONDITION.
 AB0481
 AB0481                          STATION RECOVERY (1988)
 AB0481
 AB0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0481'RECOVERED IN GOOD CONDITION.
 AB0481
 AB0481                          STATION RECOVERY (1991)
 AB0481
 AB0481'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0481'MARK NOT FOUND.
 AB0481
 AB0481                          STATION RECOVERY (1991)
 AB0481
 AB0481'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0481'MARK NOT FOUND.
 AB0481
 AB0481                          STATION RECOVERY (1992)
 AB0481
 AB0481'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AB0481'THE STATION IS LOCATED NORTH EAST OF THE TOWN OLMITO NEAR HARLINGTON,
 AB0481'TEXAS.
 AB0481'TO REACH FROM THE INTERSECTION OF ROUTE 511 AND ROUTE 803 NEAR
 AB0481'THE TOWN OF OLMITO, HEAD NORTH ON ROUTE 803 FOR 1.7 MI (2.74 KM) TO A
 AB0481'SMALL HOUSE AND STATION ON LEFT AS DESCRIBED.
 AB0481'THE STATION IS A
 AB0481'STANDARD COAST AND GEODETIC SURVEY DISK STAMPED OLMITO ECC 1939 SET
 AB0481'INTO A 12 IN DIAMETER CONCRETE MONUMENT 2 INCHES ABOVE GROUND LEVEL,
 AB0481'APPROXIMATELY 40 FT (12.19 M) WEST OF CENTERLINE OF HWY 803 IN A
 AB0481'GRASSY LAWN, 7 FT (2.13 M) SOUTH WEST OF AN ASH TREE AND 17 FT (5.18
 AB0481'M) NORTH WEST OF A SMALL MESQUITE TREE.
 AB0481
 AB0481                          STATION RECOVERY (2002)
 AB0481
 AB0481'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (DG)
 AB0481'GUZMAN AND MUNOZ ENGINEERING AND SURVEYING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0483 ***********************************************************************
 AB0483  DESIGNATION -  OLMITO ECC AZ MK
 AB0483  PID         -  AB0483
 AB0483  STATE/COUNTY-  TX/CAMERON
 AB0483  USGS QUAD   -  OLMITO (1983)
 AB0483
 AB0483                         *CURRENT SURVEY CONTROL
 AB0483  ___________________________________________________________________
 AB0483* NAD 83(1986)-  26 03 28.     (N)    097 31 38.     (W)     SCALED    
 AB0483* NAVD 88     -         8.878  (meters)      29.13   (feet)  ADJUSTED  
 AB0483  ___________________________________________________________________
 AB0483  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AB0483  DYNAMIC HT  -           8.864 (meters)      29.08  (feet)  COMP
 AB0483  MODELED GRAV-     979,036.4   (mgal)                       NAVD 88
 AB0483
 AB0483  VERT ORDER  -  FIRST     CLASS II
 AB0483
 AB0483.The horizontal coordinates were scaled from a topographic map and have
 AB0483.an estimated accuracy of +/- 6 seconds.
 AB0483
 AB0483.The orthometric height was determined by differential leveling
 AB0483.and adjusted by the National Geodetic Survey in June 1991..
 AB0483
 AB0483.The geoid height was determined by GEOID03.
 AB0483
 AB0483.The dynamic height is computed by dividing the NAVD 88
 AB0483.geopotential number by the normal gravity value computed on the
 AB0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0483.degrees latitude (g = 980.6199 gals.).
 AB0483
 AB0483.The modeled gravity was interpolated from observed gravity values.
 AB0483
 AB0483;                    North         East    Units  Estimated Accuracy
 AB0483;SPC TX S     - 5,043,710.      397,350.      MT  (+/- 180 meters Scaled)
 AB0483
 AB0483                          SUPERSEDED SURVEY CONTROL
 AB0483
 AB0483  NGVD 29 (??/??/92)    8.954  (m)           29.38   (f) ADJ UNCH    1 2
 AB0483
 AB0483.Superseded values are not recommended for survey control.
 AB0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0483.See file dsdata.txt to determine how the superseded data were derived.
 AB0483
 AB0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP473829(NAD 83)
 AB0483_MARKER: DZ = AZIMUTH MARK DISK
 AB0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0483_SP_SET: SIPHON
 AB0483_STAMPING: OLMITO ECC 1939
 AB0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0483
 AB0483  HISTORY     - Date     Condition        Report By
 AB0483  HISTORY     - 1939     MONUMENTED       CGS
 AB0483  HISTORY     - 1951     GOOD             NGS
 AB0483  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0483  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0483  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0483
 AB0483                          STATION DESCRIPTION
 AB0483
 AB0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0483'2.7 MI N FROM OLMITO.
 AB0483'2.7 MILES NORTH ALONG FARM ROAD 803 FROM ITS JUNCTION WITH U.S.
 AB0483'HIGHWAYS 77 AND 83 AT OLMITO, 250 FEET NORTH OF THE NORTHEAST CORNER
 AB0483'OF A SMALL BRIDGE, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET
 AB0483'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF THE SOUTHWEST CORNER OF
 AB0483'A CONCRETE SIPHON OF AN IRRIGATION DITCH, 0.35 MILE NORTH OF
 AB0483'TRIANGULATION STATION OLMITO 1939.
 AB0483
 AB0483                          STATION RECOVERY (1981)
 AB0483
 AB0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0483'NOT RECOVERED, CONSIDERED DESTROYED, HOLE FOUND WHERE DISK WAS SET.
 AB0483
 AB0483                          STATION RECOVERY (1987)
 AB0483
 AB0483'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0483'MARK NOT FOUND.
 AB0483
 AB0483                          STATION RECOVERY (1991)
 AB0483
 AB0483'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0482 ***********************************************************************
 AB0482  DESIGNATION -  OLMITO ECC RM 1
 AB0482  PID         -  AB0482
 AB0482  STATE/COUNTY-  TX/CAMERON
 AB0482  USGS QUAD   -  OLMITO (1983)
 AB0482
 AB0482                         *CURRENT SURVEY CONTROL
 AB0482  ___________________________________________________________________
 AB0482* NAD 83(1986)-  26 03 10.     (N)    097 31 40.     (W)     SCALED    
 AB0482* NAVD 88     -         7.824  (meters)      25.67   (feet)  ADJUSTED  
 AB0482  ___________________________________________________________________
 AB0482  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AB0482  DYNAMIC HT  -           7.811 (meters)      25.63  (feet)  COMP
 AB0482  MODELED GRAV-     979,035.8   (mgal)                       NAVD 88
 AB0482
 AB0482  VERT ORDER  -  FIRST     CLASS II
 AB0482
 AB0482.The horizontal coordinates were scaled from a topographic map and have
 AB0482.an estimated accuracy of +/- 6 seconds.
 AB0482
 AB0482.The orthometric height was determined by differential leveling
 AB0482.and adjusted by the National Geodetic Survey in June 1991..
 AB0482
 AB0482.The geoid height was determined by GEOID03.
 AB0482
 AB0482.The dynamic height is computed by dividing the NAVD 88
 AB0482.geopotential number by the normal gravity value computed on the
 AB0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0482.degrees latitude (g = 980.6199 gals.).
 AB0482
 AB0482.The modeled gravity was interpolated from observed gravity values.
 AB0482
 AB0482;                    North         East    Units  Estimated Accuracy
 AB0482;SPC TX S     - 5,043,150.      397,300.      MT  (+/- 180 meters Scaled)
 AB0482
 AB0482                          SUPERSEDED SURVEY CONTROL
 AB0482
 AB0482  NGVD 29 (??/??/92)    7.900  (m)           25.92   (f) ADJ UNCH    1 2
 AB0482
 AB0482.Superseded values are not recommended for survey control.
 AB0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0482.See file dsdata.txt to determine how the superseded data were derived.
 AB0482
 AB0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP472823(NAD 83)
 AB0482_MARKER: DR = REFERENCE MARK DISK
 AB0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0482_STAMPING: OLMITO ECC NO 1 1939
 AB0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0482+STABILITY: SURFACE MOTION
 AB0482
 AB0482  HISTORY     - Date     Condition        Report By
 AB0482  HISTORY     - 1939     MONUMENTED       CGS
 AB0482  HISTORY     - 1951     GOOD             NGS
 AB0482  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0482  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0482  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0482  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0482
 AB0482                          STATION DESCRIPTION
 AB0482
 AB0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0482'2.35 MI N FROM OLMITO.
 AB0482'2.35 MILES NORTH ALONG FARM ROAD 803 FROM ITS JUNCTION WITH U.S.
 AB0482'HIGHWAYS 77 AND 83 AT OLMITO, 92 FEET NORTHEAST OF TRIANGULATION
 AB0482'STATION OLMITO 1939, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5
 AB0482'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0482'IS 0.1 FOOT BELOW THE TOP OF THE GROUND.
 AB0482
 AB0482                          STATION RECOVERY (1981)
 AB0482
 AB0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0482'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
 AB0482
 AB0482                          STATION RECOVERY (1987)
 AB0482
 AB0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0482'MARK NOT FOUND.
 AB0482
 AB0482                          STATION RECOVERY (1988)
 AB0482
 AB0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0482'MARK NOT FOUND.
 AB0482
 AB0482                          STATION RECOVERY (1991)
 AB0482
 AB0482'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1222 ***********************************************************************
 AJ1222  DESIGNATION -  OLMOS
 AJ1222  PID         -  AJ1222
 AJ1222  STATE/COUNTY-  TX/DUVAL
 AJ1222  USGS QUAD   -  SAN JOSE (1968)
 AJ1222
 AJ1222                         *CURRENT SURVEY CONTROL
 AJ1222  ___________________________________________________________________
 AJ1222* NAD 83(1993)-  27 30 20.20358(N)    098 16 01.14637(W)     ADJUSTED  
 AJ1222* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 AJ1222  ___________________________________________________________________
 AJ1222  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AJ1222  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AJ1222
 AJ1222  HORZ ORDER  -  SECOND
 AJ1222
 AJ1222.The horizontal coordinates were established by classical geodetic methods
 AJ1222.and adjusted by the National Geodetic Survey in February 1996..
 AJ1222
 AJ1222.The orthometric height was scaled from a topographic map.
 AJ1222
 AJ1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1222
 AJ1222.The geoid height was determined by GEOID03.
 AJ1222
 AJ1222;                    North         East     Units Scale Factor Converg.
 AJ1222;SPC TX S     - 5,203,763.616   323,021.986   MT  0.99993342   +0 06 20.8
 AJ1222;SPC TX S     -17,072,681.13  1,059,781.30   sFT  0.99993342   +0 06 20.8
 AJ1222;UTM  14      - 3,042,652.346   572,399.265   MT  0.99966470   +0 20 18.8
 AJ1222
 AJ1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1222!SPC TX S     -   0.99999103  x   0.99993342  =   0.99992446
 AJ1222!UTM  14      -   0.99999103  x   0.99966470  =   0.99965574
 AJ1222
 AJ1222:                Primary Azimuth Mark                     Grid Az
 AJ1222:SPC TX S     -  OLMOS AZ MK                              178 56 00.7
 AJ1222:UTM  14      -  OLMOS AZ MK                              178 42 02.7
 AJ1222
 AJ1222|---------------------------------------------------------------------|
 AJ1222| PID    Reference Object                     Distance      Geod. Az  |
 AJ1222|                                                           dddmmss.s |
 AJ1222| CV2745 OLMOS AZ MK                                        1790221.5 |
 AJ1222| CV2747 OLMOS RM 2                                         29048     |
 AJ1222| AJ1225 BENAVIDES MUNICIPAL TANK            APPROX.17.8 KM 3034859.2 |
 AJ1222| CV2746 OLMOS RM 1                           23.129 METERS 35622     |
 AJ1222|---------------------------------------------------------------------|
 AJ1222
 AJ1222                          SUPERSEDED SURVEY CONTROL
 AJ1222
 AJ1222  NAD 83(1986)-  27 30 20.21089(N)    098 16 01.12171(W) AD(       ) 2
 AJ1222  NAD 27      -  27 30 19.08830(N)    098 16 00.09740(W) AD(       ) 2
 AJ1222
 AJ1222.Superseded values are not recommended for survey control.
 AJ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1222.See file dsdata.txt to determine how the superseded data were derived.
 AJ1222
 AJ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7239942652(NAD 83)
 AJ1222_MARKER: DS = TRIANGULATION STATION DISK
 AJ1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1222
 AJ1222  HISTORY     - Date     Condition        Report By
 AJ1222  HISTORY     - 1961     MONUMENTED       CGS
 AJ1222
 AJ1222                          STATION DESCRIPTION
 AJ1222
 AJ1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1222'THE STATION IS APPROXIMATELY 13-1/2 MILES NORTHWEST OF PREMONT,
 AJ1222'11 MILES SOUTHEAST OF BENAVIDES, 4 MILES NORTH OF RIOS, ALONG
 AJ1222'THE EAST SIDE OF FARM ROAD 1329, 2 FEET EAST OF THE EAST
 AJ1222'RIGHT-OF-WAY FENCE.
 AJ1222'
 AJ1222'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1222'AND FARM ROAD 716 AT THE NORTH EDGE OF PREMONT, GO WEST ON
 AJ1222'FARM ROAD 716 FOR 9.6 MILES TO THE JUNCTION OF FARM ROAD
 AJ1222'1329.  TURN RIGHT AND GO NORTH ON 1329 FOR 0.9 MILE TO A
 AJ1222'CROSSROAD.  CONTINUE NORTH ON 1329 FOR 4.6 MILES TO THE VILLAGE
 AJ1222'OF RIOS.  CONTINUE NORTH ON 1329 FOR 3.4 MILES TO A DIAGONAL
 AJ1222'CROSSROAD AND THE AZIMUTH MARK ON THE LEFT IN THE SOUTHWEST
 AJ1222'ANGLE.  CONTINUE NORTH ON 1329 FOR 0.55 MILE TO A TRACK ROAD
 AJ1222'ON THE LEFT, A STEEL GATE ON THE RIGHT AND THE STATION ON THE
 AJ1222'RIGHT.
 AJ1222'
 AJ1222'STATION MARKS ARE STANDARD DISKS STAMPED OLMOS 1961.  THE SURFACE
 AJ1222'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AJ1222'IT IS 55.5 FEET EAST OF THE INTERSECTION OF 1329 AND A TRACK
 AJ1222'ROAD LEADING WEST, 51 FEET EAST OF THE CENTER LINE OF 1329,
 AJ1222'28 FEET NORTH OF A NORTH GATE POST AND 2 FEET NORTHEAST OF A
 AJ1222'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AJ1222'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1222'
 AJ1222'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED OLMOS NO 1 1961,
 AJ1222'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AJ1222'IT IS 104 FEET NORTH OF THE NORTH GATE POST, 51 FEET EAST OF THE
 AJ1222'CENTER LINE OF 1329 AND 1 FOOT EAST OF THE FENCE.
 AJ1222'
 AJ1222'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED OLMOS NO 2 1961,
 AJ1222'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 AJ1222'IS 59 FEET NORTH OF A NORTH GATE POST WHICH IS ON THE WEST SIDE
 AJ1222'OF THE HIGHWAY, 52 FEET WEST OF THE CENTER LINE OF 1329 AND 1
 AJ1222'FOOT WEST OF A FENCE.
 AJ1222'
 AJ1222'AZIMUTH MARK IS A STANDARD DISK STAMPED OLMOS 1961, SET IN A
 AJ1222'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 57 FEET
 AJ1222'SOUTH OF A NORTHEAST FENCE CORNER, 50 FEET WEST OF THE CENTER LINE
 AJ1222'OF FARM ROAD 1329, 1.8 FEET NORTH OF A METAL WITNESS POST AND
 AJ1222'1 FOOT EAST OF A FENCE.
 AJ1222'
 AJ1222'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1222'
 AJ1222'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1862 ***********************************************************************
 AY1862  DESIGNATION -  OLMOS
 AY1862  PID         -  AY1862
 AY1862  STATE/COUNTY-  TX/BEXAR
 AY1862  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1862
 AY1862                         *CURRENT SURVEY CONTROL
 AY1862  ___________________________________________________________________
 AY1862* NAD 83(1993)-  29 28 00.00492(N)    098 28 48.36083(W)     ADJUSTED  
 AY1862* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 AY1862  ___________________________________________________________________
 AY1862  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY1862  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AY1862
 AY1862  HORZ ORDER  -  FIRST
 AY1862
 AY1862.The horizontal coordinates were established by classical geodetic methods
 AY1862.and adjusted by the National Geodetic Survey in February 1996..
 AY1862
 AY1862.The orthometric height was scaled from a topographic map.
 AY1862
 AY1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1862
 AY1862.The geoid height was determined by GEOID03.
 AY1862
 AY1862;                    North         East     Units Scale Factor Converg.
 AY1862;SPC TXSC     - 4,181,128.784   650,422.320   MT  0.99986588   +0 15 16.9
 AY1862;SPC TXSC     -13,717,586.69  2,133,927.23   sFT  0.99986588   +0 15 16.9
 AY1862;UTM  14      - 3,259,802.744   550,409.437   MT  0.99963135   +0 15 20.7
 AY1862
 AY1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1862!SPC TXSC     -   0.99996518  x   0.99986588  =   0.99983107
 AY1862!UTM  14      -   0.99996518  x   0.99963135  =   0.99959654
 AY1862
 AY1862|---------------------------------------------------------------------|
 AY1862| PID    Reference Object                     Distance      Geod. Az  |
 AY1862|                                                           dddmmss.s |
 AY1862| CV4992 OLMOS RM 1                           22.030 METERS 02726     |
 AY1862| AI0480 OLMOS AZ MK                                        1842110.8 |
 AY1862| CV4993 OLMOS RM 2                           25.501 METERS 28116     |
 AY1862| AY0257 S 962                                29.778 METERS 29655     |
 AY1862| AY1885 SAN ANTONIO HILDERBR ST MUN TK       32.830 METERS 29950     |
 AY1862| AY1864 SAN ANTONIO CITY PUB BOARD MST       57.220 METERS 33242     |
 AY1862|---------------------------------------------------------------------|
 AY1862
 AY1862                          SUPERSEDED SURVEY CONTROL
 AY1862
 AY1862  NAD 83(1986)-  29 28 00.00981(N)    098 28 48.34319(W) AD(       ) 1
 AY1862  NAD 27      -  29 27 59.17600(N)    098 28 47.28200(W) AD(       ) 1
 AY1862
 AY1862.Superseded values are not recommended for survey control.
 AY1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1862.See file dsdata.txt to determine how the superseded data were derived.
 AY1862
 AY1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5040959803(NAD 83)
 AY1862_MARKER: DS = TRIANGULATION STATION DISK
 AY1862_SETTING: 66 = SET IN ROCK OUTCROP
 AY1862_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AY1862
 AY1862  HISTORY     - Date     Condition        Report By
 AY1862  HISTORY     - 1953     MONUMENTED       CGS
 AY1862  HISTORY     - 19950524 GOOD             USPSQD
 AY1862
 AY1862                          STATION DESCRIPTION
 AY1862
 AY1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1862'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE CENTER
 AY1862'OF SAN ANTONIO JUST NORTH OF HILDEBRAND AVENUE AND INSIDE A
 AY1862'FENCED AREA ENCLOSING THE HILDEBRAND MUNICIPAL WATER TANK
 AY1862'AND A PUBLIC SERVICE RADIO MAST.
 AY1862'
 AY1862'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON
 AY1862'HILDERBRAND AVENUE FOR 0.02 MILE TO THE JUNCTION OF HILDERBRAND
 AY1862'AND STADIUM DRIVE.  TURN RIGHT, SOUTH, AND FOLLOW STADIUM
 AY1862'DRIVE FOR 0.17 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AY1862'
 AY1862'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 AY1862'IN THE BEDROCK, STAMPED OLMOS 1953 IS 46 FEET WEST OF A
 AY1862'NORTH-SOUTH WIRE FENCE, 45 FEET NORTHWEST OF THE ENTRANCE, AND
 AY1862'34 FEET NORTH OF THE EAST-WEST WIRE FENCE.  THE MARK IS 12
 AY1862'INCHES BELOW THE SURFACE OF THE GROUND.
 AY1862'
 AY1862'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A DRILL HOLE
 AY1862'IN BEDROCK, STAMPED OLMOS NO 1 1953 IS 97 FEET NORTH OF THE
 AY1862'ENTRANCE TO THE ENCLOSURE, 64 FEET SOUTH OF A POWER POLE
 AY1862'WITH A TRANSFORMER ON IT, 21 FEET NORTHWEST OF A GATE IN
 AY1862'THE NORTH-SOUTH FENCE LINE, AND 12 FEET WEST OF THE NORTHWEST
 AY1862'FENCE.
 AY1862'
 AY1862'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A DRILL HOLE
 AY1862'IN THE SOUTHEAST FOOTING OF THE WATER TANK, AND STAMPED OLMOS
 AY1862'NO 2 1953.
 AY1862'
 AY1862'BENCH MARK S 962, A STANDARD U.S.C. AND G.S. BENCH MARK
 AY1862'DISK SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 AY1862'SLAB DIRECTLY UNDER THE WATER TANK, AND STAMPED S 962 1946.
 AY1862'
 AY1862'THE AZIMUTH MARK, A STANDARD DISK SET IN A DRILL HOLE IN
 AY1862'A STONE WALL ENCLOSING A PARKING AREA OF THE ALAMO STADIUM,
 AY1862'IS 78 FEET NORTH OF A WALL ENCLOSING A PARKING LOT AT THE
 AY1862'MAIN ENTRANCE TO THE STADIUM, 42 FEET NORTHEAST OF AN ENTRANCE
 AY1862'TO THE PARKING LOT, 21 FEET SOUTH OF THE APPROXIMATE CENTER
 AY1862'OF STADIUM DRIVE, AND 1 FOOT SOUTH OF A WITNESS POST.
 AY1862'
 AY1862'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1862
 AY1862                          STATION RECOVERY (1995)
 AY1862
 AY1862'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0258 ***********************************************************************
 DO0258  DESIGNATION -  OLNEY
 DO0258  PID         -  DO0258
 DO0258  STATE/COUNTY-  TX/YOUNG
 DO0258  USGS QUAD   -  OLNEY (1981)
 DO0258
 DO0258                         *CURRENT SURVEY CONTROL
 DO0258  ___________________________________________________________________
 DO0258* NAD 83(1986)-  33 22 14.     (N)    098 45 09.     (W)     SCALED    
 DO0258* NAVD 88     -       360.942  (meters)    1184.19   (feet)  ADJUSTED  
 DO0258  ___________________________________________________________________
 DO0258  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DO0258  DYNAMIC HT  -         360.523 (meters)    1182.82  (feet)  COMP
 DO0258  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 DO0258
 DO0258  VERT ORDER  -  SECOND    CLASS 0
 DO0258
 DO0258.The horizontal coordinates were scaled from a topographic map and have
 DO0258.an estimated accuracy of +/- 6 seconds.
 DO0258
 DO0258.The orthometric height was determined by differential leveling
 DO0258.and adjusted by the National Geodetic Survey in June 1991..
 DO0258
 DO0258.The geoid height was determined by GEOID03.
 DO0258
 DO0258.The dynamic height is computed by dividing the NAVD 88
 DO0258.geopotential number by the normal gravity value computed on the
 DO0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0258.degrees latitude (g = 980.6199 gals.).
 DO0258
 DO0258.The modeled gravity was interpolated from observed gravity values.
 DO0258
 DO0258;                    North         East    Units  Estimated Accuracy
 DO0258;SPC TXNC     - 2,188,970.      576,510.      MT  (+/- 180 meters Scaled)
 DO0258
 DO0258                          SUPERSEDED SURVEY CONTROL
 DO0258
 DO0258  NGVD 29 (??/??/92)  360.837  (m)         1183.85   (f) ADJ UNCH    2 0
 DO0258
 DO0258.Superseded values are not recommended for survey control.
 DO0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0258.See file dsdata.txt to determine how the superseded data were derived.
 DO0258
 DO0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB230923(NAD 83)
 DO0258_MARKER: DB = BENCH MARK DISK
 DO0258_SETTING: 66 = SET IN ROCK OUTCROP
 DO0258_SP_SET: FACING STONE
 DO0258_STAMPING: OLNEY 1933
 DO0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0258+STABILITY: POSITION/ELEVATION WELL
 DO0258
 DO0258  HISTORY     - Date     Condition        Report By
 DO0258  HISTORY     - 1933     MONUMENTED       CGS
 DO0258  HISTORY     - 20010313 MARK NOT FOUND   LOCSUR
 DO0258  HISTORY     - 20050416 GOOD             USPSQD
 DO0258
 DO0258                          STATION DESCRIPTION
 DO0258
 DO0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0258'IN OLNEY.
 DO0258'AT S.E. CORNER OF FIRST NATIONAL BANK LOCATED AT NORTH AVE. AND EAST
 DO0258'MAIN ST. WHICH IS ALSO INTERSECTION OF STATE HIGHWAYS NOS 24 AND 79. 6
 DO0258'1/2 FEET EAST OF CENTER OF MAIN ENTRANCE TO BUILDING AND 10 INCHES
 DO0258'ABOVE SIDEWALK.
 DO0258
 DO0258                          STATION RECOVERY (2001)
 DO0258
 DO0258'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (LJL)
 DO0258'MARK NOT FOUND REPLACED BY OLNEY RESET 1954.
 DO0258
 DO0258                          STATION RECOVERY (2005)
 DO0258
 DO0258'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0945 ***********************************************************************
 DO0945  DESIGNATION -  OLNEY
 DO0945  PID         -  DO0945
 DO0945  STATE/COUNTY-  TX/YOUNG
 DO0945  USGS QUAD   -  TRUE (1981)
 DO0945
 DO0945                         *CURRENT SURVEY CONTROL
 DO0945  ___________________________________________________________________
 DO0945* NAD 83(1993)-  33 22 10.72225(N)    098 42 58.85476(W)     ADJUSTED  
 DO0945* NAVD 88     -       369.6    (meters)    1213.     (feet)  VERTCON   
 DO0945  ___________________________________________________________________
 DO0945  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DO0945  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0945
 DO0945  HORZ ORDER  -  SECOND
 DO0945
 DO0945.The horizontal coordinates were established by classical geodetic methods
 DO0945.and adjusted by the National Geodetic Survey in February 1996..
 DO0945
 DO0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0945
 DO0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0945
 DO0945.The geoid height was determined by GEOID03.
 DO0945
 DO0945;                    North         East     Units Scale Factor Converg.
 DO0945;SPC TXNC     - 2,188,865.092   579,868.533   MT  0.99988797   -0 07 04.8
 DO0945;SPC TXNC     - 7,181,301.56  1,902,452.01   sFT  0.99988797   -0 07 04.8
 DO0945;UTM  14      - 3,692,302.975   526,386.537   MT  0.99960858   +0 09 21.7
 DO0945
 DO0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0945!SPC TXNC     -   0.99994644  x   0.99988797  =   0.99983442
 DO0945!UTM  14      -   0.99994644  x   0.99960858  =   0.99955504
 DO0945
 DO0945|---------------------------------------------------------------------|
 DO0945| PID    Reference Object                     Distance      Geod. Az  |
 DO0945|                                                           dddmmss.s |
 DO0945| DO0759 OLNEY 1975 RM 1                       9.436 METERS 13430     |
 DO0945| CX7858 OLNEY RM 2                           14.741 METERS 27047     |
 DO0945| DO0761 OLNEY BRAZOS ELEC CO MAST           APPROX. 1.5 KM 2982028.6 |
 DO0945|---------------------------------------------------------------------|
 DO0945
 DO0945                          SUPERSEDED SURVEY CONTROL
 DO0945
 DO0945  NAD 83(1993)-  33 22 10.72284(N)    098 42 58.85450(W) AD(       ) 2
 DO0945  NAD 83(1986)-  33 22 10.72483(N)    098 42 58.84117(W) AD(       ) 2
 DO0945  NAD 27      -  33 22 10.33150(N)    098 42 57.62139(W) AD(       ) 2
 DO0945  NGVD 29 (07/19/86)  369.5    (m)         1212.     (f) VERT ANG       
 DO0945
 DO0945.Superseded values are not recommended for survey control.
 DO0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0945.See file dsdata.txt to determine how the superseded data were derived.
 DO0945
 DO0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2638792303(NAD 83)
 DO0945_MARKER: DS = TRIANGULATION STATION DISK
 DO0945_SETTING: 66 = SET IN ROCK OUTCROP
 DO0945
 DO0945  HISTORY     - Date     Condition        Report By
 DO0945  HISTORY     - 1975     MONUMENTED       NGS
 DO0945  HISTORY     - 1981     GOOD             NGS
 DO0945  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0945  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0945
 DO0945                          STATION DESCRIPTION
 DO0945
 DO0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0945'THE STATION IS LOCATED ABOUT 2 MILES EAST OF OLNEY AND ON ROAD
 DO0945'RIGHT-OF-WAY.
 DO0945'
 DO0945'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 199 AND
 DO0945'79 IN OLNEY, GO EAST ON STATE HIGHWAY 199 FOR 2.0 MILES TO THE
 DO0945'STATION ON THE RIGHT, JUST BEFORE REACHING A SIDE ROAD RIGHT.
 DO0945'
 DO0945'STATION MARK, A STANDARD DISK STAMPED OLNEY 1975, IS CEMENTED IN
 DO0945'A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND
 DO0945'SURFACE.  IT IS 110 FEET WEST OF THE CENTER OF THE SIDE ROAD RIGHT,
 DO0945'43 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 199, 27 FEET
 DO0945'EAST-NORTHEAST OF A TELEPHONE POLE AND 16 FEET NORTH OF A
 DO0945'FENCELINE.
 DO0945'
 DO0945'REFERENCE MARK 1, A STANDARD DISK STAMPED OLNEY NO 1 1975, IS
 DO0945'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 DO0945'THE GROUND SURFACE.  IT IS 57 FEET SOUTH OF THE CENTERLINE OF
 DO0945'STATE HIGHWAY 199 AND 2 FEET NORTH OF THE FENCELINE.
 DO0945'
 DO0945'REFERENCE MARK 2, A STANDARD DISK STAMPED OLNEY NO 2 1975, IS
 DO0945'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 DO0945'WITH THE GROUND SURFACE.  IT IS 57 FEET SOUTH OF THE CENTERLINE
 DO0945'OF STATE HIGHWAY 199 AND 2 FEET NORTH OF THE FENCELINE.
 DO0945'
 DO0945'NOTE--NO REFERENCE MARK 3 ESTABLISHED AT THIS DATE.
 DO0945
 DO0945                          STATION RECOVERY (1981)
 DO0945
 DO0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DO0945'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  THE
 DO0945'REFERENCE MARK 1 DISK WAS KNOCKED OUT.  THE DISK APPEARED TO HAVE
 DO0945'BEEN REMOVED BY VANDALS.  A NEW RM 3 WAS SET CLOSE TO THE PLACE WHERE
 DO0945'RM 1 HAD BEEN.  NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 DO0945'
 DO0945'THE STATION IS LOCATED 3.22 KM (2.0 MI) EAST OF OLNEY ALONG THE SOUTH
 DO0945'RIGHT-OF-WAY OF STATE HIGHWAY 114.
 DO0945'
 DO0945'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 251 IN OLNEY, GO
 DO0945'EAST ON STATE HIGHWAY 114 FOR 3.22 KM (2.0 MI) TO THE MARK ON THE
 DO0945'RIGHT JUST BEFORE REACHING A SIDE ROAD RIGHT.
 DO0945'
 DO0945'ALL THE MARKS ARE STANDARD DISKS CEMENTED IN A DRILL HOLE IN A ROCK
 DO0945'OUTCROP.
 DO0945'
 DO0945'STATION MARK, STAMPED---OLNEY 1975---, IS 13.10 METERS SOUTH OF THE
 DO0945'CENTERLINE OF THE HIGHWAY, 33.53 METERS WEST OF THE CENTER OF THE
 DO0945'SIDE ROAD AND 4.88 METERS NORTH OF A FENCE AND METAL WITNESS POST.
 DO0945'
 DO0945'REFERENCE MARK 2, STAMPED---OLNEY NO 2 1975---, IS 17.37 METERS SOUTH
 DO0945'OF THE CENTERLINE OF THE HIGHWAY, 0.76 METER NORTH OF A FENCE AND ON
 DO0945'THE NORTH END OF A STOCK TANK.
 DO0945'
 DO0945'REFERENCE MARK 3, STAMPED---OLNEY NO 3 1981---, IS 17.37 METERS SOUTH
 DO0945'OF THE CENTERLINE OF THE HIGHWAY AND 0.67 METER NORTH OF THE FENCE.
 DO0945
 DO0945                          STATION RECOVERY (2001)
 DO0945
 DO0945'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0945'MARK NOT FOUND.
 DO0945
 DO0945                          STATION RECOVERY (2005)
 DO0945
 DO0945'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0761 ***********************************************************************
 DO0761  DESIGNATION -  OLNEY BRAZOS ELEC CO MAST
 DO0761  PID         -  DO0761
 DO0761  STATE/COUNTY-  TX/YOUNG
 DO0761  USGS QUAD   -  BOBCAT BLUFF (1964)
 DO0761
 DO0761                         *CURRENT SURVEY CONTROL
 DO0761  ___________________________________________________________________
 DO0761* NAD 83(1993)-  33 22 33.86724(N)    098 43 50.00628(W)     ADJUSTED  
 DO0761* NAVD 88     -                                                        
 DO0761  ___________________________________________________________________
 DO0761  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DO0761  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0761
 DO0761  HORZ ORDER  -  THIRD
 DO0761
 DO0761.The horizontal coordinates were established by classical geodetic methods
 DO0761.and adjusted by the National Geodetic Survey in February 1996..
 DO0761
 DO0761
 DO0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0761
 DO0761.The geoid height was determined by GEOID03.
 DO0761
 DO0761;                    North         East     Units Scale Factor Converg.
 DO0761;SPC TXNC     - 2,189,580.889   578,547.959   MT  0.99988860   -0 07 32.7
 DO0761;SPC TXNC     - 7,183,649.97  1,898,119.43   sFT  0.99988860   -0 07 32.7
 DO0761;UTM  14      - 3,693,012.249   525,062.926   MT  0.99960774   +0 08 53.6
 DO0761
 DO0761                          SUPERSEDED SURVEY CONTROL
 DO0761
 DO0761  NAD 83(1993)-  33 22 33.86782(N)    098 43 50.00609(W) AD(       ) 4
 DO0761  NAD 83(1986)-  33 22 33.86960(N)    098 43 49.99277(W) AD(       ) 4
 DO0761  NAD 27      -  33 22 33.47670(N)    098 43 48.77135(W) AD(       ) 3
 DO0761
 DO0761.Superseded values are not recommended for survey control.
 DO0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0761.See file dsdata.txt to determine how the superseded data were derived.
 DO0761
 DO0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2506393012(NAD 83)
 DO0761
 DO0761  HISTORY     - Date     Condition        Report By
 DO0761  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0761  HISTORY     - 20010325 GOOD             USPSQD
 DO0761  HISTORY     - 20050416 GOOD             USPSQD
 DO0761
 DO0761                          STATION DESCRIPTION
 DO0761
 DO0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0761'THE LIGHT ATOP THE OLNEY BRAZOS ELECTRIC COMPANY MAST.  THE
 DO0761'STRUCTURE IS OF TRIANGULAR STEEL, PAINTED ALTERNATELY RED AND
 DO0761'WHITE, GUYED, AND HAS AN OVERHALL HEIGHT OF 140 FEET.
 DO0761'
 DO0761'THE MAST IS LOCATED 1-1/2 MILES EAST-NORTHEAST OF OLNEY.
 DO0761
 DO0761                          STATION RECOVERY (2001)
 DO0761
 DO0761'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0761'RECOVERED IN GOOD CONDITION.
 DO0761
 DO0761                          STATION RECOVERY (2005)
 DO0761
 DO0761'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0758 ***********************************************************************
 DO0758  DESIGNATION -  OLNEY CABLE TV MAST
 DO0758  PID         -  DO0758
 DO0758  STATE/COUNTY-  TX/YOUNG
 DO0758  USGS QUAD   -  TRUE (1981)
 DO0758
 DO0758                         *CURRENT SURVEY CONTROL
 DO0758  ___________________________________________________________________
 DO0758* NAD 83(1993)-  33 20 32.18183(N)    098 44 53.02952(W)     ADJUSTED  
 DO0758* NAVD 88     -                                                        
 DO0758  ___________________________________________________________________
 DO0758  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 DO0758  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DO0758
 DO0758  HORZ ORDER  -  THIRD
 DO0758
 DO0758.The horizontal coordinates were established by classical geodetic methods
 DO0758.and adjusted by the National Geodetic Survey in February 1996..
 DO0758
 DO0758
 DO0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0758
 DO0758.The geoid height was determined by GEOID03.
 DO0758
 DO0758;                    North         East     Units Scale Factor Converg.
 DO0758;SPC TXNC     - 2,185,836.079   576,910.235   MT  0.99988544   -0 08 07.1
 DO0758;SPC TXNC     - 7,171,363.87  1,892,746.33   sFT  0.99988544   -0 08 07.1
 DO0758;UTM  14      - 3,689,260.705   523,443.574   MT  0.99960678   +0 08 18.5
 DO0758
 DO0758                          SUPERSEDED SURVEY CONTROL
 DO0758
 DO0758  NAD 83(1993)-  33 20 32.18272(N)    098 44 53.02871(W) AD(       ) 4
 DO0758  NAD 83(1986)-  33 20 32.18464(N)    098 44 53.01531(W) AD(       ) 4
 DO0758  NAD 27      -  33 20 31.79376(N)    098 44 51.78448(W) AD(       ) 3
 DO0758
 DO0758.Superseded values are not recommended for survey control.
 DO0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0758.See file dsdata.txt to determine how the superseded data were derived.
 DO0758
 DO0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2344489261(NAD 83)
 DO0758_MARKER: 42 = RADIO/TV MAST
 DO0758
 DO0758  HISTORY     - Date     Condition        Report By
 DO0758  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0758  HISTORY     - 20010325 GOOD             USPSQD
 DO0758  HISTORY     - 20050416 GOOD             USPSQD
 DO0758
 DO0758                          STATION DESCRIPTION
 DO0758
 DO0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0758'OLNEY, CABLE TELEVISION COMPANY, MAST IS A TRIANGULAR STEEL
 DO0758'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, HAS
 DO0758'NUMEROUS ANTENNAE NEAR THE TOP, AND AN OVERALL HEIGHT OF 304 FEET.
 DO0758'
 DO0758'THE MAST IS LOCATED ABOUT 2 MILES SOUTH OF OLNEY.
 DO0758'
 DO0758'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 251 ABOUT
 DO0758'1 MILE SOUTHEAST OF OLNEY, GO SOUTHERLY ON HIGHWAY 251 FOR 1.2
 DO0758'MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.45
 DO0758'MILE TO THE MAST ON THE RIGHT.
 DO0758'
 DO0758'STATION IS THE RED LIGHT ATOP THE MAST.
 DO0758
 DO0758                          STATION RECOVERY (2001)
 DO0758
 DO0758'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0758'RECOVERED IN GOOD CONDITION.
 DO0758
 DO0758                          STATION RECOVERY (2005)
 DO0758
 DO0758'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0778 ***********************************************************************
 DO0778  DESIGNATION -  OLNEY FBE MAST
 DO0778  PID         -  DO0778
 DO0778  STATE/COUNTY-  TX/YOUNG
 DO0778  USGS QUAD   -  OLNEY (1981)
 DO0778
 DO0778                         *CURRENT SURVEY CONTROL
 DO0778  ___________________________________________________________________
 DO0778* NAD 83(1993)-  33 22 16.77910(N)    098 46 16.43247(W)     ADJUSTED  
 DO0778* NAVD 88     -                                                        
 DO0778  ___________________________________________________________________
 DO0778  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DO0778  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0778
 DO0778  HORZ ORDER  -  THIRD
 DO0778
 DO0778.The horizontal coordinates were established by classical geodetic methods
 DO0778.and adjusted by the National Geodetic Survey in February 1996..
 DO0778
 DO0778
 DO0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0778
 DO0778.The geoid height was determined by GEOID03.
 DO0778
 DO0778;                    North         East     Units Scale Factor Converg.
 DO0778;SPC TXNC     - 2,189,063.525   574,762.130   MT  0.99988813   -0 08 52.5
 DO0778;SPC TXNC     - 7,181,952.58  1,885,698.75   sFT  0.99988813   -0 08 52.5
 DO0778;UTM  14      - 3,692,476.947   521,280.679   MT  0.99960558   +0 07 33.0
 DO0778
 DO0778                          SUPERSEDED SURVEY CONTROL
 DO0778
 DO0778  NAD 83(1993)-  33 22 16.77953(N)    098 46 16.43068(W) AD(       ) 4
 DO0778  NAD 83(1986)-  33 22 16.78143(N)    098 46 16.41857(W) AD(       ) 4
 DO0778  NAD 27      -  33 22 16.38717(N)    098 46 15.17702(W) AD(       ) 3
 DO0778
 DO0778.Superseded values are not recommended for survey control.
 DO0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0778.See file dsdata.txt to determine how the superseded data were derived.
 DO0778
 DO0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2128192477(NAD 83)
 DO0778_MARKER: 42 = RADIO/TV MAST
 DO0778
 DO0778  HISTORY     - Date     Condition        Report By
 DO0778  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0778  HISTORY     - 20010325 GOOD             USPSQD
 DO0778  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0778
 DO0778                          STATION DESCRIPTION
 DO0778
 DO0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0778'OLNEY, FORT BELKNAP ELECTRIC COOPERATIVE, RADIO KKV 271 MAST IS A
 DO0778'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY
 DO0778'RED AND WHITE, AND HAS AN OVERALL HEIGHT OF 280 FEET.
 DO0778'
 DO0778'MAST IS LOCATED IN THE EXTREME WEST EDGE OF OLNEY, ABOUT 0.1 MILE
 DO0778'WEST-NORTHWEST OF THE INTERSECTION OF WEST MAIN STREET (STATE
 DO0778'HIGHWAY 199) AND NORTH AVENUE O.
 DO0778'
 DO0778'STATION IS THE RED LIGHT ATOP THE MAST.
 DO0778
 DO0778                          STATION RECOVERY (2001)
 DO0778
 DO0778'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0778'RECOVERED IN GOOD CONDITION.
 DO0778
 DO0778                          STATION RECOVERY (2005)
 DO0778
 DO0778'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0776 ***********************************************************************
 DO0776  DESIGNATION -  OLNEY MUN TANK
 DO0776  PID         -  DO0776
 DO0776  STATE/COUNTY-  TX/YOUNG
 DO0776  USGS QUAD   -  LAKE OLNEY (1964)
 DO0776
 DO0776                         *CURRENT SURVEY CONTROL
 DO0776  ___________________________________________________________________
 DO0776* NAD 83(1993)-  33 22 33.98344(N)    098 45 16.13110(W)     ADJUSTED  
 DO0776* NAVD 88     -                                                        
 DO0776  ___________________________________________________________________
 DO0776  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DO0776  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DO0776
 DO0776  HORZ ORDER  -  THIRD
 DO0776
 DO0776.The horizontal coordinates were established by classical geodetic methods
 DO0776.and adjusted by the National Geodetic Survey in February 1996..
 DO0776
 DO0776
 DO0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0776
 DO0776.The geoid height was determined by GEOID03.
 DO0776
 DO0776;                    North         East     Units Scale Factor Converg.
 DO0776;SPC TXNC     - 2,189,589.607   576,322.021   MT  0.99988860   -0 08 19.7
 DO0776;SPC TXNC     - 7,183,678.57  1,890,816.50   sFT  0.99988860   -0 08 19.7
 DO0776;UTM  14      - 3,693,010.326   522,837.599   MT  0.99960643   +0 08 06.2
 DO0776
 DO0776                          SUPERSEDED SURVEY CONTROL
 DO0776
 DO0776  NAD 83(1993)-  33 22 33.98366(N)    098 45 16.12909(W) AD(       ) 4
 DO0776  NAD 83(1986)-  33 22 33.98569(N)    098 45 16.11713(W) AD(       ) 4
 DO0776  NAD 27      -  33 22 33.59065(N)    098 45 14.88090(W) AD(       ) 3
 DO0776
 DO0776.Superseded values are not recommended for survey control.
 DO0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0776.See file dsdata.txt to determine how the superseded data were derived.
 DO0776
 DO0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2283893010(NAD 83)
 DO0776_MARKER: 53 = ELEVATED TANK
 DO0776
 DO0776  HISTORY     - Date     Condition        Report By
 DO0776  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0776  HISTORY     - 20010325 GOOD             USPSQD
 DO0776  HISTORY     - 20050416 GOOD             USPSQD
 DO0776
 DO0776                          STATION DESCRIPTION
 DO0776
 DO0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0776'OLNEY MUNICIPAL WATER TANK IS A 4 LEGGED STEEL STRUCTURE, PAINTED
 DO0776'SILVER, WITH CONICAL TANK, LETTERS OLNEY IN BLACK ON THE NORTH
 DO0776'AND SOUTH SIDE, AND AN OVERALL HEIGHT OF 100 FEET.
 DO0776'
 DO0776'TANK IS LOCATED IN NORTH PART OF OLNEY IN THE NORTHWEST ANGLE OF
 DO0776'THE INTERSECTION OF NORTH GRAND AVENUE AND WEST HOWARD STREET.
 DO0776'
 DO0776'STATION IS THE TOP CENTER OF THE TANK.
 DO0776
 DO0776                          STATION RECOVERY (2001)
 DO0776
 DO0776'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0776'RECOVERED IN GOOD CONDITION.
 DO0776
 DO0776                          STATION RECOVERY (2005)
 DO0776
 DO0776'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0259 ***********************************************************************
 DO0259  DESIGNATION -  OLNEY RESET 1954
 DO0259  PID         -  DO0259
 DO0259  STATE/COUNTY-  TX/YOUNG
 DO0259  USGS QUAD   -  OLNEY (1981)
 DO0259
 DO0259                         *CURRENT SURVEY CONTROL
 DO0259  ___________________________________________________________________
 DO0259* NAD 83(1986)-  33 22 14.     (N)    098 45 09.     (W)     SCALED    
 DO0259* NAVD 88     -       360.97   (+/-2cm)    1184.3    (feet)  VERTCON   
 DO0259  ___________________________________________________________________
 DO0259  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DO0259
 DO0259  VERT ORDER  -  THIRD (See Below)
 DO0259
 DO0259.The horizontal coordinates were scaled from a topographic map and have
 DO0259.an estimated accuracy of +/- 6 seconds.
 DO0259
 DO0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0259.The vertical order pertains to the NGVD 29 superseded value.
 DO0259
 DO0259.The geoid height was determined by GEOID03.
 DO0259
 DO0259;                    North         East    Units  Estimated Accuracy
 DO0259;SPC TXNC     - 2,188,970.      576,510.      MT  (+/- 180 meters Scaled)
 DO0259
 DO0259                          SUPERSEDED SURVEY CONTROL
 DO0259
 DO0259  NGVD 29 (01/29/03)  360.86   (m)         1183.9    (f) RESET       3  
 DO0259
 DO0259.Superseded values are not recommended for survey control.
 DO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0259.See file dsdata.txt to determine how the superseded data were derived.
 DO0259
 DO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB230923(NAD 83)
 DO0259_MARKER: DB = BENCH MARK DISK
 DO0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0259_SP_SET: BUILDING
 DO0259_STAMPING: OLNEY RESET 1954
 DO0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO0259+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2001
 DO0259
 DO0259  HISTORY     - Date     Condition        Report By
 DO0259  HISTORY     - 1954     MONUMENTED       CGS
 DO0259  HISTORY     - 1963     GOOD             USGS
 DO0259  HISTORY     - 20010313 GOOD             LOCSUR
 DO0259  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0259  HISTORY     - 20050416 GOOD             USPSQD
 DO0259
 DO0259                          STATION DESCRIPTION
 DO0259
 DO0259'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO0259'IN OLNEY.
 DO0259'AT OLNEY, YOUNG COUNTY, AT AVE C AND MAIN ST., AT THE INTERSECTION OF
 DO0259'STATE HWY. 199 AND OLD STATE HWY. 79, AT THE SOUTHEAST CORNER OF THE
 DO0259'FIRST NATIONAL BANK, IN THE STONE FACING, 2 FEET WEST OF THE SOUTHEAST
 DO0259'CORNER OF THE BUILDING AND 3 INCHES ABOVE THE SIDEWALK. A STANDARD
 DO0259'DISK, STAMPED OLNEY RESET 1954 AND SET VERTICALLY.
 DO0259
 DO0259                          STATION RECOVERY (2001)
 DO0259
 DO0259'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (LJL)
 DO0259'SET IN BUILDING WALL.
 DO0259
 DO0259                          STATION RECOVERY (2001)
 DO0259
 DO0259'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0259'MARK NOT FOUND.
 DO0259
 DO0259                          STATION RECOVERY (2005)
 DO0259
 DO0259'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0777 ***********************************************************************
 DO0777  DESIGNATION -  OLNEY W MUN TANK
 DO0777  PID         -  DO0777
 DO0777  STATE/COUNTY-  TX/YOUNG
 DO0777  USGS QUAD   -  LAKE OLNEY (1964)
 DO0777
 DO0777                         *CURRENT SURVEY CONTROL
 DO0777  ___________________________________________________________________
 DO0777* NAD 83(1993)-  33 22 30.41546(N)    098 46 25.29175(W)     ADJUSTED  
 DO0777* NAVD 88     -                                                        
 DO0777  ___________________________________________________________________
 DO0777  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DO0777  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0777
 DO0777  HORZ ORDER  -  THIRD
 DO0777
 DO0777.The horizontal coordinates were established by classical geodetic methods
 DO0777.and adjusted by the National Geodetic Survey in February 1996..
 DO0777
 DO0777
 DO0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0777
 DO0777.The geoid height was determined by GEOID03.
 DO0777
 DO0777;                    North         East     Units Scale Factor Converg.
 DO0777;SPC TXNC     - 2,189,484.188   574,534.239   MT  0.99988850   -0 08 57.4
 DO0777;SPC TXNC     - 7,183,332.71  1,884,951.08   sFT  0.99988850   -0 08 57.4
 DO0777;UTM  14      - 3,692,896.398   521,050.846   MT  0.99960546   +0 07 28.2
 DO0777
 DO0777                          SUPERSEDED SURVEY CONTROL
 DO0777
 DO0777  NAD 83(1993)-  33 22 30.41572(N)    098 46 25.28945(W) AD(       ) 4
 DO0777  NAD 83(1986)-  33 22 30.41771(N)    098 46 25.27784(W) AD(       ) 4
 DO0777  NAD 27      -  33 22 30.02286(N)    098 46 24.03592(W) AD(       ) 3
 DO0777
 DO0777.Superseded values are not recommended for survey control.
 DO0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0777.See file dsdata.txt to determine how the superseded data were derived.
 DO0777
 DO0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2105192896(NAD 83)
 DO0777_MARKER: 53 = ELEVATED TANK
 DO0777
 DO0777  HISTORY     - Date     Condition        Report By
 DO0777  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0777  HISTORY     - 20010325 GOOD             USPSQD
 DO0777  HISTORY     - 20050416 GOOD             USPSQD
 DO0777
 DO0777                          STATION DESCRIPTION
 DO0777
 DO0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0777'OLNEY WEST MUNICIPAL WATER TANK IS A 5 LEGGED STEEL STRUCTURE, WITH
 DO0777'ELIPSOIDAL TOP AND BOTTOM TANK, PAINTED SILVER, HAS DOUBLE
 DO0777'OBSTRUCTION LIGHT ON TOP AND AN OVERALL HEIGHT OF 150 FEET.
 DO0777'
 DO0777'TANK IS LOCATED IN THE EXTREME WEST-NORTHWEST EDGE OF OLNEY,
 DO0777'ABOUT 0.25 MILE WEST OF THE INTERSECTION OF NORTH AVENUE O AND
 DO0777'HIGHLAND DRIVE ON THE NORTH SIDE OF HIGHLAND DRIVE.
 DO0777'
 DO0777'STATION IS THE TOP CENTER OF THE TANK.
 DO0777
 DO0777                          STATION RECOVERY (2001)
 DO0777
 DO0777'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0777'RECOVERED IN GOOD CONDITION.
 DO0777
 DO0777                          STATION RECOVERY (2005)
 DO0777
 DO0777'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0955 ***********************************************************************
 DO0955  SACS        -  This is a Secondary Airport Control Station.
 DO0955  DESIGNATION -  OLNEYPORT
 DO0955  PID         -  DO0955
 DO0955  STATE/COUNTY-  TX/YOUNG
 DO0955  USGS QUAD   -  OLNEY (1981)
 DO0955
 DO0955                         *CURRENT SURVEY CONTROL
 DO0955  ___________________________________________________________________
 DO0955* NAD 83(1993)-  33 21 06.67675(N)    098 49 05.71445(W)     ADJUSTED  
 DO0955* NAVD 88     -       384.59   (meters)    1261.8    (feet)  GPS OBS   
 DO0955  ___________________________________________________________________
 DO0955  X           -    -817,616.597 (meters)                     COMP
 DO0955  Y           -  -5,270,375.074 (meters)                     COMP
 DO0955  Z           -   3,486,816.700 (meters)                     COMP
 DO0955  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DO0955  ELLIP HEIGHT-         356.12  (meters)          (06/19/01) GPS OBS
 DO0955  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DO0955
 DO0955  HORZ ORDER  -  FIRST
 DO0955  ELLP ORDER  -  FOURTH    CLASS II
 DO0955
 DO0955.This mark is at Olney Muni (ONY) Airport (ONY)
 DO0955
 DO0955.The horizontal coordinates were established by GPS observations
 DO0955.and adjusted by the National Geodetic Survey in October 1996..
 DO0955
 DO0955.The orthometric height was determined by GPS observations and a
 DO0955.high-resolution geoid model.
 DO0955
 DO0955.GPS derived orthometric heights for airport stations designated as
 DO0955.PACS or SACS are published to 2 decimal places.  This maintains
 DO0955.centimeter relative accuracy between the PACS and SACS.  It does
 DO0955.not indicate centimeter accuracy relative to other marks which are
 DO0955.part of the NAVD 88 network.
 DO0955
 DO0955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0955
 DO0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0955
 DO0955.The ellipsoidal height was determined by GPS observations
 DO0955.and is referenced to NAD 83.
 DO0955
 DO0955.The geoid height was determined by GEOID03.
 DO0955
 DO0955;                    North         East     Units Scale Factor Converg.
 DO0955;SPC TXNC     - 2,186,916.300   570,380.165   MT  0.99988630   -0 10 24.9
 DO0955;SPC TXNC     - 7,174,907.89  1,871,322.26   sFT  0.99988630   -0 10 24.9
 DO0955;UTM  14      - 3,690,309.432   516,910.255   MT  0.99960353   +0 05 59.7
 DO0955
 DO0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0955!SPC TXNC     -   0.99994409  x   0.99988630  =   0.99983040
 DO0955!UTM  14      -   0.99994409  x   0.99960353  =   0.99954765
 DO0955
 DO0955|---------------------------------------------------------------------|
 DO0955| PID    Reference Object                     Distance      Geod. Az  |
 DO0955|                                                           dddmmss.s |
 DO0955| DO0956 OLNEYPORT AZ MK                     367.486 METERS 04441     |
 DO0955|---------------------------------------------------------------------|
 DO0955
 DO0955                          SUPERSEDED SURVEY CONTROL
 DO0955
 DO0955  ELLIP H (10/10/96)  356.16   (m)                       GP(       ) 4 2
 DO0955  NAD 83(1993)-  33 21 06.67781(N)    098 49 05.71842(W) AD(       ) 3
 DO0955  ELLIP H (02/16/96)  356.11   (m)                       GP(       ) 5 1
 DO0955  NAD 83(1993)-  33 21 06.68076(N)    098 49 05.71865(W) AD(       ) 3
 DO0955  ELLIP H (12/21/93)  355.50   (m)                       GP(       ) 4 1
 DO0955  NAD 83(1986)-  33 21 06.68251(N)    098 49 05.70514(W) AD(       ) 3
 DO0955  NAD 27      -  33 21 06.30071(N)    098 49 04.47827(W) AD(       ) 3
 DO0955  NGVD 29 (12/08/88)  384.5    (m)         1261.     (f) GPS OBS        
 DO0955
 DO0955.Superseded values are not recommended for survey control.
 DO0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0955.See file dsdata.txt to determine how the superseded data were derived.
 DO0955
 DO0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1691090309(NAD 83)
 DO0955_MARKER: DD = SURVEY DISK
 DO0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0955_SP_SET: CATCH BASIN
 DO0955_STAMPING: OLNEYPORT 1988
 DO0955_MARK LOGO: NGS   
 DO0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0955+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1995
 DO0955
 DO0955  HISTORY     - Date     Condition        Report By
 DO0955  HISTORY     - 1988     MONUMENTED       NGS
 DO0955  HISTORY     - 19950624 GOOD             NGS
 DO0955  HISTORY     - 20010325 GOOD             USPSQD
 DO0955  HISTORY     - 20050416 GOOD             USPSQD
 DO0955
 DO0955                          STATION DESCRIPTION
 DO0955
 DO0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0955'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 DO0955'SOUTHWEST OF OLNEY AND AT THE OLNEY MUNICIPAL AIRPORT.  IT IS IN A
 DO0955'GRASS AREA SURROUNDED BY 3 TAXIWAYS AND RUNWAY 4-22 AND IN A CATCH
 DO0955'BASIN.
 DO0955'OWNERSHIP--CITY OF OLNEY, 201 EAST MAIN, OLNEY TX 76374.  AIRPORT
 DO0955'MANAGER IS BOB STARK, PO BOX 428, OLNEY TX 76374, PHONE,
 DO0955'817-564-2938.
 DO0955'
 DO0955'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 114
 DO0955'IN THE EAST PART OF OLNEY, GO EAST THROUGH TOWN ON STATE HIGHWAY 114
 DO0955'FOR 1.4 KM (0.85 MI) TO A CROSS STREET.  TURN LEFT AND GO SOUTH ON
 DO0955'LOOP 132 (AVENUE M) FOR 0.9 KM (0.55 MI) TO A CROSSROAD.  TURN
 DO0955'RIGHT AND GO WEST ON FARM ROAD 210 FOR 3.2 KM (2.0 MI) TO A PAVED
 DO0955'ROAD LEFT.  TURN LEFT AND GO SOUTH ON FARM ROAD 3366 FOR 0.8 KM
 DO0955'(0.5 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON PAVED ROAD FOR
 DO0955'1.4 KM (0.9 MI) TO ROAD END AT PARKING LOT.  TURN RIGHT AND GO
 DO0955'NORTHWEST ON PAVED LANE FOR 0.2 KM (0.1 MI) TO AIRPORT OFFICE ON
 DO0955'THE LEFT.  PASS BUILDING, TURN LEFT AND GO NORTHWEST ACROSS TARMAC
 DO0955'TO JUNCTION OF TAXIWAYS AND THE STATION ON THE RIGHT IN CATCH BASIN.
 DO0955'
 DO0955'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---OLNEYPORT
 DO0955'1988---, SET IN THE SOUTH CORNER OF A 1 X 2.5 METER FLUSH CONCRETE
 DO0955'CATCH BASIN.  LOCATED 42.8 METERS (140.5 FT) NORTHWEST FROM THE
 DO0955'NORTHWEST EDGE OF CURVED PAVEMENT, 36.6 METERS (120.0 FT) NORTHWEST
 DO0955'FROM TAXIWAY CENTER AND 1.2 METERS (4.0 FT) SOUTHEAST FROM A
 DO0955'FIBERGLASS WITNESS POST.
 DO0955'
 DO0955'THE AZIMUTH MARK IS A STANDARD NGS AZIMUTH MARK DISK
 DO0955'STAMPED---OLNEYPORT 1988---, SET IN THE NORTH CORNER OF A 1 X 6
 DO0955'METER FLUSH CONCRETE CATCH BASIN.  LOCATED 35.1 METERS (115.0 FT)
 DO0955'NORTHWEST FROM TAXIWAY CENTER AND 0.9 METER (3.0 FT) SOUTHWEST FROM
 DO0955'A FIBERGLASS WITNESS POST.
 DO0955'
 DO0955'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0955'
 DO0955'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0955'
 DO0955'DESCRIBED BY D.A. BOWLING.
 DO0955
 DO0955                          STATION RECOVERY (1995)
 DO0955
 DO0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DO0955'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTHWEST OF OLNEY AND
 DO0955'AT THE OLNEY MUNICIPAL AIRPORT.  IN GRASS AREA SURROUNDED BY THREE
 DO0955'TAXIWAY AND RUNWAY 4-22 AND IN A CATCH BASIN.  OWNERSHIP--CITY OF
 DO0955'OLNEY, 201 EAST MAIN, OLNEY TX 76374.  AIRPORT MANAGER IS MR BOB
 DO0955'STARK, PO BOX 428, OLNEY TX 76374, PHONE NUMBER 817-564-2938.  TO
 DO0955'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 114 IN
 DO0955'THE EAST PART OF OLNEY, GO EAST THROUGH TOWN ON ST HWY 114 FOR 1.4 KM
 DO0955'(0.85 MI) TO A CROSS STREET.  TURN LEFT AND GO SOUTHERLY ON LOOP 132
 DO0955'FOR 0.9 KM (0.55 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON FARM
 DO0955'ROAD 210 FOR 3.2 KM (2.00 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 DO0955'SOUTH ON FR 3366 FOR 0.8 KM (0.50 MI) TO A CROSSROAD.  TURN RIGHT AND
 DO0955'GO WEST ON PAVED ROAD FOR 1.4 KM (0.85 MI) TO ROAD END AT PARKING LOT.
 DO0955'TURN RIGHT AND GO NORTHWEST ON PAVED LANE FOR 0.2 KM (0.10 MI) TO THE
 DO0955'AIRPORT OFFICE ON THE LEFT, PASS BUILDING, TURN LEFT AND GO NORTHWEST
 DO0955'ACROSS THE RAMP TO THE JUNCTION OF TAXIWAYS AND THE STATION ON THE
 DO0955'RIGHT IN A CATCH BASIN.  THE STATION IS LOCATED 42.8 M (140.4 FT)
 DO0955'NORTHWEST FROM THE NORTHWEST EDGE OF CURVED PAVEMENT, 36.6 M (120.1
 DO0955'FT) NORTHWEST OF TAXIWAY CENTER.
 DO0955
 DO0955                          STATION RECOVERY (2001)
 DO0955
 DO0955'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0955'RECOVERED IN GOOD CONDITION.
 DO0955
 DO0955                          STATION RECOVERY (2005)
 DO0955
 DO0955'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0956 ***********************************************************************
 DO0956  SACS        -  This is a Secondary Airport Control Station.
 DO0956  DESIGNATION -  OLNEYPORT AZ MK
 DO0956  PID         -  DO0956
 DO0956  STATE/COUNTY-  TX/YOUNG
 DO0956  USGS QUAD   -  OLNEY (1981)
 DO0956
 DO0956                         *CURRENT SURVEY CONTROL
 DO0956  ___________________________________________________________________
 DO0956* NAD 83(1993)-  33 21 15.15643(N)    098 48 55.71849(W)     ADJUSTED  
 DO0956* NAVD 88     -       384.86   (meters)    1262.7    (feet)  GPS OBS   
 DO0956  ___________________________________________________________________
 DO0956  X           -    -817,339.208 (meters)                     COMP
 DO0956  Y           -  -5,270,272.987 (meters)                     COMP
 DO0956  Z           -   3,487,035.091 (meters)                     COMP
 DO0956  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DO0956  ELLIP HEIGHT-         356.41  (meters)          (06/19/01) GPS OBS
 DO0956  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DO0956
 DO0956  HORZ ORDER  -  FIRST
 DO0956  ELLP ORDER  -  FOURTH    CLASS II
 DO0956
 DO0956.This mark is at Olney Muni (ONY) Airport (ONY)
 DO0956
 DO0956.The horizontal coordinates were established by GPS observations
 DO0956.and adjusted by the National Geodetic Survey in October 1996..
 DO0956
 DO0956.The orthometric height was determined by GPS observations and a
 DO0956.high-resolution geoid model.
 DO0956
 DO0956.GPS derived orthometric heights for airport stations designated as
 DO0956.PACS or SACS are published to 2 decimal places.  This maintains
 DO0956.centimeter relative accuracy between the PACS and SACS.  It does
 DO0956.not indicate centimeter accuracy relative to other marks which are
 DO0956.part of the NAVD 88 network.
 DO0956
 DO0956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0956
 DO0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0956
 DO0956.The ellipsoidal height was determined by GPS observations
 DO0956.and is referenced to NAD 83.
 DO0956
 DO0956.The geoid height was determined by GEOID03.
 DO0956
 DO0956;                    North         East     Units Scale Factor Converg.
 DO0956;SPC TXNC     - 2,187,176.736   570,639.372   MT  0.99988652   -0 10 19.4
 DO0956;SPC TXNC     - 7,175,762.34  1,872,172.67   sFT  0.99988652   -0 10 19.4
 DO0956;UTM  14      - 3,690,571.029   517,168.142   MT  0.99960363   +0 06 05.2
 DO0956
 DO0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0956!SPC TXNC     -   0.99994405  x   0.99988652  =   0.99983057
 DO0956!UTM  14      -   0.99994405  x   0.99960363  =   0.99954770
 DO0956
 DO0956|---------------------------------------------------------------------|
 DO0956| PID    Reference Object                     Distance      Geod. Az  |
 DO0956|                                                           dddmmss.s |
 DO0956| DO0955 OLNEYPORT                           367.486 METERS 22442     |
 DO0956| AB2814 ONY A                               APPROX. 0.5 KM 3150215.8 |
 DO0956|---------------------------------------------------------------------|
 DO0956
 DO0956                          SUPERSEDED SURVEY CONTROL
 DO0956
 DO0956  ELLIP H (10/10/96)  356.45   (m)                       GP(       ) 4 2
 DO0956  NAD 83(1993)-  33 21 15.15813(N)    098 48 55.72270(W) AD(       ) 3
 DO0956  ELLIP H (02/16/96)  356.40   (m)                       GP(       ) 5 1
 DO0956  NAD 83(1993)-  33 21 15.16107(N)    098 48 55.72292(W) AD(       ) 3
 DO0956  NAD 83(1986)-  33 21 15.16283(N)    098 48 55.70941(W) AD(       ) 3
 DO0956  NAD 27      -  33 21 14.78119(N)    098 48 54.48280(W) AD(       ) 3
 DO0956  NGVD 29 (12/08/88)  384.8    (m)         1262.     (f) GPS OBS        
 DO0956
 DO0956.Superseded values are not recommended for survey control.
 DO0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0956.See file dsdata.txt to determine how the superseded data were derived.
 DO0956
 DO0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1716890571(NAD 83)
 DO0956_MARKER: DD = SURVEY DISK
 DO0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0956_SP_SET: CATCH BASIN
 DO0956_STAMPING: OLNEYPORT 1988
 DO0956_MARK LOGO: NGS   
 DO0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0956+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1995
 DO0956
 DO0956  HISTORY     - Date     Condition        Report By
 DO0956  HISTORY     - 1988     MONUMENTED       NGS
 DO0956  HISTORY     - 19950624 GOOD             NGS
 DO0956  HISTORY     - 20010325 GOOD             USPSQD
 DO0956  HISTORY     - 20050416 GOOD             USPSQD
 DO0956
 DO0956                          STATION DESCRIPTION
 DO0956
 DO0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0956'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 DO0956'SOUTHWEST OF OLNEY AND AT THE OLNEY MUNICIPAL AIRPORT IN A CATCH
 DO0956'BASIN.
 DO0956'OWNERSHIP--CITY OF OLNEY, 201 EAST MAIN, OLNEY TX 76374.  AIRPORT
 DO0956'MANAGER IS BOB STARK, PO BOX 428, OLNEY TX 76374, PHONE,
 DO0956'817-564-2938.
 DO0956'
 DO0956'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 114
 DO0956'IN THE EAST PART OF OLNEY, GO WEST THROUGH TOWN ON STATE HIGHWAY
 DO0956'114 FOR 1.4 KM (0.85 MI) TO A CROSS STREET.  TURN LEFT AND GO SOUTH
 DO0956'ON LOOP 132 (AVENUE M) FOR 0.9 KM (0.55 MI) TO A CROSSROAD.  TURN
 DO0956'RIGHT AND GO WEST ON FARM ROAD 210 FOR 3.2 KM (2.0 MI) TO A PAVED
 DO0956'ROAD LEFT.  TURN LEFT AND GO SOUTH ON FARM ROAD 3366 FOR 0.8 KM
 DO0956'(0.5 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON PAVED ROAD FOR
 DO0956'1.4 KM (0.9 MI) TO ROAD END AT PARKING LOT.  TURN RIGHT AND GO
 DO0956'NORTHWEST ON PAVED LANE FOR 0.2 KM (0.1 MI) TO AIRPORT OFFICE ON
 DO0956'THE LEFT.  PASS BUILDING, TURN LEFT AND GO NORTHWEST ON TARMAC TO A
 DO0956'TAXIWAY.  TURN RIGHT AND GO NORTHEAST ON TAXIWAY FOR 0.4 KM (0.25
 DO0956'MI) TO THE MARK ON THE LEFT IN CATCH BASIN.
 DO0956'
 DO0956'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---OLNEYPORT
 DO0956'1988---, SET IN THE NORTH CORNER OF A 1 X 6 METER FLUSH CONCRETE
 DO0956'CATCH BASIN.  LOCATED 35.1 METERS (115.0 FT) NORTHWEST FROM CENTER
 DO0956'OF TAXIWAY AND 0.9 METER (3.0 FT) SOUTHWEST FROM A FIBERGLASS
 DO0956'WITNESS POST.
 DO0956'
 DO0956'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0956'
 DO0956'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0956'
 DO0956'DESCRIBED BY D.A. BOWLING.
 DO0956
 DO0956                          STATION RECOVERY (1995)
 DO0956
 DO0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DO0956'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTHWEST OF OLNEY AND
 DO0956'AT THE OLNEY MUNICIPAL AIRPORT SET IN A CATCH BASIN.  TO REACH THE
 DO0956'STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 114 IN THE EAST
 DO0956'PART OF OLNEY, GO WEST THROUGH TOWN ON ST HWY 114 FOR 1.4 KM (0.85 MI)
 DO0956'TO A CROSS STREET.  TURN LEFT AND GO SOUTH ON LOOP 132 FOR 0.9 KM
 DO0956'(0.55 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON FARM ROAD 210 FOR
 DO0956'3.2 KM (2.00 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH ON FARM
 DO0956'ROAD 3366 FOR 0.8 KM (0.50 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST
 DO0956'ON PAVED ROAD FOR 1.4 KM (0.85 MI) TO ROAD END AT PARKING LOT.  TURN
 DO0956'RIGHT AND GO NORTHWEST ON PAVED LANE FOR 0.2 KM (0.10 MI) TO AIRPORT
 DO0956'OFFICE ON THE LEFT.  PASS BUILDING, TURN LEFT AND GO NORTHWEST ON RAMP
 DO0956'TO A TAXIWAY.  TURN RIGHT AND GO NORTHEAST ON TAXIWAY FOR 0.4 KM (0.25
 DO0956'MI) TO THE MARK ON THE LEFT IN CATCH BASIN.  THE STATION IS LOCATED
 DO0956'35.1 M (115.2 FT) NORTHWEST FROM THE CENTER OF TAXIWAY AND 0.9 M (3.0
 DO0956'FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 DO0956
 DO0956                          STATION RECOVERY (2001)
 DO0956
 DO0956'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0956'RECOVERED IN GOOD CONDITION.
 DO0956
 DO0956                          STATION RECOVERY (2005)
 DO0956
 DO0956'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0611 ***********************************************************************
 EO0611  DESIGNATION -  OLTON
 EO0611  PID         -  EO0611
 EO0611  STATE/COUNTY-  TX/LAMB
 EO0611  USGS QUAD   -  OLTON (1981)
 EO0611
 EO0611                         *CURRENT SURVEY CONTROL
 EO0611  ___________________________________________________________________
 EO0611* NAD 83(1993)-  34 08 15.74608(N)    102 08 31.04628(W)     ADJUSTED  
 EO0611* NAVD 88     -      1098.5    (meters)    3604.     (feet)  VERTCON   
 EO0611  ___________________________________________________________________
 EO0611  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 EO0611  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 EO0611
 EO0611  HORZ ORDER  -  FIRST
 EO0611
 EO0611.The horizontal coordinates were established by classical geodetic methods
 EO0611.and adjusted by the National Geodetic Survey in February 1996..
 EO0611
 EO0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0611
 EO0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0611
 EO0611.The geoid height was determined by GEOID03.
 EO0611
 EO0611;                    North         East     Units Scale Factor Converg.
 EO0611;SPC TXNC     - 2,279,854.853   264,132.216   MT  1.00005220   -1 59 10.7
 EO0611;SPC TXNC     - 7,479,823.80    866,573.78   sFT  1.00005220   -1 59 10.7
 EO0611;UTM  13      - 3,781,115.453   763,548.157   MT  1.00045629   +1 36 17.3
 EO0611
 EO0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0611!SPC TXNC     -   0.99983156  x   1.00005220  =   0.99988375
 EO0611!UTM  13      -   0.99983156  x   1.00045629  =   1.00028777
 EO0611
 EO0611:                Primary Azimuth Mark                     Grid Az
 EO0611:SPC TXNC     -  OLTON RM 3 AZIMUTH                       150 55 55.7
 EO0611:UTM  13      -  OLTON RM 3 AZIMUTH                       147 20 27.7
 EO0611
 EO0611|---------------------------------------------------------------------|
 EO0611| PID    Reference Object                     Distance      Geod. Az  |
 EO0611|                                                           dddmmss.s |
 EO0611| CJ7197 OLTON RM 3 AZIMUTH                                 1485645.0 |
 EO0611| CJ7196 OLTON RM 2                           10.268 METERS 25749     |
 EO0611| CJ7195 OLTON RM 1                           10.547 METERS 35932     |
 EO0611|---------------------------------------------------------------------|
 EO0611
 EO0611                          SUPERSEDED SURVEY CONTROL
 EO0611
 EO0611  NAD 83(1986)-  34 08 15.75264(N)    102 08 31.04030(W) AD(       ) 1
 EO0611  NAD 27      -  34 08 15.43364(N)    102 08 29.39865(W) AD(       ) 1
 EO0611  NGVD 29 (07/19/86) 1098.0    (m)         3602.     (f) VERT ANG       
 EO0611
 EO0611.Superseded values are not recommended for survey control.
 EO0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0611.See file dsdata.txt to determine how the superseded data were derived.
 EO0611
 EO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT6354881115(NAD 83)
 EO0611_MARKER: DS = TRIANGULATION STATION DISK
 EO0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EO0611
 EO0611  HISTORY     - Date     Condition        Report By
 EO0611  HISTORY     - 1975     MONUMENTED       NGS
 EO0611
 EO0611                          STATION DESCRIPTION
 EO0611
 EO0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0611'THE STATION IS ABOUT 10 MILES SOUTHEAST OF SPRINGLAKE, 3 MILES
 EO0611'SOUTH OF OLTON AND ON THE GROUNDS OF THE OLTON COUNTRY CLUB.
 EO0611'
 EO0611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 EO0611'FARM ROAD 168 IN OLTON.  GO SOUTH ON ROAD 168 FOR 2.9 MILES TO A
 EO0611'GRADED CROSSROAD.  CONTINUE SOUTH ON ROAD 168 FOR 0.45 MILE TO A
 EO0611'PAVED SIDE ROAD RIGHT.  (TO REACH REFERENCE MARK 3 FROM THIS
 EO0611'POINT, CONTINUE SOUTH ON FARM ROAD 168 FOR 0.5 MILE TO A CROSSROAD
 EO0611'AND THE MARK ON THE RIGHT.) TURN RIGHT AND GO WEST ON PAVED AND
 EO0611'GRAVELED ROAD FOR 0.3 MILE TO THE CLUB HOUSE AND THE STATION ON
 EO0611'THE RIGHT.
 EO0611'
 EO0611'STATION MARKS ARE STANDARD DISKS, STAMPED OLTON 1975.  THE SURFACE
 EO0611'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 EO0611'THAT IS FLUSH WITH THE GROUND.  IT IS 204.0 FEET NORTHEAST OF THE
 EO0611'NORTHEAST CORNER OF THE CLUB HOUSE, 18.0 FEET WEST OF A CART PATH
 EO0611'AND 13.5 FEET NORTH OF A 24-INCH ELM TREE.  THE UNDERGROUND DISK
 EO0611'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 EO0611'GROUND SURFACE.
 EO0611'
 EO0611'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OLTON NO 1 1975,
 EO0611'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 EO0611'IS FLUSH WITH THE GROUND.  IT IS 47.0 FEET NORTH OF THE 24 INCH
 EO0611'ELM TREE, 34.0 FEET WEST OF THE CART PATH AND ABOUT THE SAME
 EO0611'ELEVATION AS THE STATION.
 EO0611'
 EO0611'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OLTON NO 2 1975,
 EO0611'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 EO0611'IS FLUSH WITH THE GROUND.  IT IS 41.5 FEET WEST OF THE CART PATH,
 EO0611'31.0 FEET WEST OF THE 24 INCH ELM TREE AND ABOUT THE SAME
 EO0611'ELEVATION AS THE STATION.
 EO0611'
 EO0611'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED OLTON NO 3 1975 AZ,
 EO0611'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 EO0611'IS FLUSH WITH THE GROUND.  IT IS 48.0 FEET NORTH OF THE CENTER OF
 EO0611'A GRADED ROAD, 18.5 FEET WEST OF THE CENTER OF FARM ROAD 168 AND
 EO0611'1.0 FOOT NORTH OF A WITNESS POST.  THIS MARK WILL SERVE AS THE
 EO0611'AZIMUTH MARK.
 EO0611'
 EO0611'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0610 ***********************************************************************
 EO0610  DESIGNATION -  OLTON MUNICIPAL TANK
 EO0610  PID         -  EO0610
 EO0610  STATE/COUNTY-  TX/LAMB
 EO0610  USGS QUAD   -  OLTON (1981)
 EO0610
 EO0610                         *CURRENT SURVEY CONTROL
 EO0610  ___________________________________________________________________
 EO0610* NAD 83(1993)-  34 10 58.18792(N)    102 08 08.76539(W)     ADJUSTED  
 EO0610* NAVD 88     -                                                        
 EO0610  ___________________________________________________________________
 EO0610  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 EO0610  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 EO0610
 EO0610  HORZ ORDER  -  THIRD
 EO0610
 EO0610.The horizontal coordinates were established by classical geodetic methods
 EO0610.and adjusted by the National Geodetic Survey in February 1996..
 EO0610
 EO0610
 EO0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0610
 EO0610.The geoid height was determined by GEOID03.
 EO0610
 EO0610;                    North         East     Units Scale Factor Converg.
 EO0610;SPC TXNC     - 2,284,837.636   264,875.962   MT  1.00006747   -1 58 58.5
 EO0610;SPC TXNC     - 7,496,171.48    869,013.89   sFT  1.00006747   -1 58 58.5
 EO0610;UTM  13      - 3,786,137.042   763,978.427   MT  1.00045908   +1 36 36.6
 EO0610
 EO0610                          SUPERSEDED SURVEY CONTROL
 EO0610
 EO0610  NAD 83(1986)-  34 10 58.19479(N)    102 08 08.75835(W) AD(       ) 4
 EO0610  NAD 27      -  34 10 57.87878(N)    102 08 07.11804(W) AD(       ) 3
 EO0610
 EO0610.Superseded values are not recommended for survey control.
 EO0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0610.See file dsdata.txt to determine how the superseded data were derived.
 EO0610
 EO0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT6397886137(NAD 83)
 EO0610_MARKER: 53 = ELEVATED TANK
 EO0610
 EO0610  HISTORY     - Date     Condition        Report By
 EO0610  HISTORY     - 1975     FIRST OBSERVED   NGS
 EO0610
 EO0610                          STATION DESCRIPTION
 EO0610
 EO0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0610'THE STATION, OLTON MUNICIPAL WATER TANK, IS THE CENTER OF THE TOP
 EO0610'OF AN ELEVATED WATER TANK THAT IS SUPPORTED BY 4 LEGS.  THE
 EO0610'STRUCTURE HAS AN OVERALL HEIGHT OF 135 FEET AND IS PRESENTLY
 EO0610'PAINTED BLACK WITH THE LEGS BEING PAINTED WHITE.  IT IS LOCATED
 EO0610'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF MAIN STREET AND 6TH
 EO0610'STREET IN OLTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0654 ***********************************************************************
 EN0654  DESIGNATION -  OLYMPUS
 EN0654  PID         -  EN0654
 EN0654  STATE/COUNTY-  TX/CHILDRESS
 EN0654  USGS QUAD   -  GARDEN VALLEY (1985)
 EN0654
 EN0654                         *CURRENT SURVEY CONTROL
 EN0654  ___________________________________________________________________
 EN0654* NAD 83(1993)-  34 35 15.59029(N)    100 06 53.59622(W)     ADJUSTED  
 EN0654* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 EN0654  ___________________________________________________________________
 EN0654  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 EN0654  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 EN0654
 EN0654  HORZ ORDER  -  FIRST
 EN0654
 EN0654.The horizontal coordinates were established by classical geodetic methods
 EN0654.and adjusted by the National Geodetic Survey in February 1996..
 EN0654
 EN0654.The orthometric height was scaled from a topographic map.
 EN0654
 EN0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0654
 EN0654.The geoid height was determined by GEOID03.
 EN0654
 EN0654;                    North         East     Units Scale Factor Converg.
 EN0654;SPC TX N     - 1,066,085.291   327,073.121   MT  1.00001503   +0 48 09.8
 EN0654;SPC TX N     - 3,497,648.16  1,073,072.40   sFT  1.00001503   +0 48 09.8
 EN0654;UTM  14      - 3,827,882.859   397,754.621   MT  0.99972885   -0 37 58.6
 EN0654
 EN0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0654!SPC TX N     -   0.99992090  x   1.00001503  =   0.99993593
 EN0654!UTM  14      -   0.99992090  x   0.99972885  =   0.99964977
 EN0654
 EN0654:                Primary Azimuth Mark                     Grid Az
 EN0654:SPC TX N     -  OLYMPUS AZ MK                            138 02 06.3
 EN0654:UTM  14      -  OLYMPUS AZ MK                            139 28 14.7
 EN0654
 EN0654|---------------------------------------------------------------------|
 EN0654| PID    Reference Object                     Distance      Geod. Az  |
 EN0654|                                                           dddmmss.s |
 EN0654| CX7859 OLYMPUS AZ MK                                      1385016.1 |
 EN0654| CX7860 OLYMPUS RM 1                         11.542 METERS 18236     |
 EN0654| CX7861 OLYMPUS RM 2                         14.917 METERS 27316     |
 EN0654|---------------------------------------------------------------------|
 EN0654
 EN0654                          SUPERSEDED SURVEY CONTROL
 EN0654
 EN0654  NAD 83(1993)-  34 35 15.59028(N)    100 06 53.59616(W) AD(       ) 1
 EN0654  NAD 83(1986)-  34 35 15.59567(N)    100 06 53.58858(W) AD(       ) 1
 EN0654  NAD 27      -  34 35 15.37806(N)    100 06 52.19047(W) AD(       ) 1
 EN0654
 EN0654.Superseded values are not recommended for survey control.
 EN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0654.See file dsdata.txt to determine how the superseded data were derived.
 EN0654
 EN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9775527883(NAD 83)
 EN0654_MARKER: DS = TRIANGULATION STATION DISK
 EN0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0654
 EN0654  HISTORY     - Date     Condition        Report By
 EN0654  HISTORY     - 1967     MONUMENTED       CGS
 EN0654
 EN0654                          STATION DESCRIPTION
 EN0654
 EN0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0654'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF CHILDRESS, 4-1/2
 EN0654'MILES EAST OF U.S. HIGHWAY 83, ON A HIGH RIDGE BETWEEN BUCK CREEK
 EN0654'AND THE RED RIVER AND ON PASTURE LAND THAT IS COVERED WITH BRUSH.
 EN0654'THE LAND IS OWNED BY R.H. WHERRY.
 EN0654'
 EN0654'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287 AND 83
 EN0654'AT THE NORTHWEST EDGE OF CHILDRESS, GO NORTH ON U.S. HIGHWAY 83 FOR
 EN0654'9.25 MILES TO THE NORTH END OF A CONCRETE BRIDGE OVER THE RED
 EN0654'RIVER.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 1.3 MILES TO A HOUSE
 EN0654'ON THE LEFT AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST
 EN0654'ON A GRAVEL ROAD FOR 1.8 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 EN0654'CONTINUE EAST FOR 2.2 MILES TO A T-JUNCTION.  (TO REACH THE
 EN0654'AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO SOUTH FOR 0.25
 EN0654'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.5
 EN0654'MILE TO A POINT WHERE THE ROAD TURNS TO THE RIGHT AND THE
 EN0654'AZIMUTH MARK ON THE RIGHT).  TURN LEFT AND GO NORTH ON A GRAVEL
 EN0654'ROAD FOR 0.05 MILE TO A DRIVE ON THE RIGHT LEADING TO AN OLD
 EN0654'ABANDON FARM YARD.  TURN RIGHT AND FOLLOW A DIM TRACK ROAD
 EN0654'EAST FOR 0.1 MILE TO AN OPEN GATE LEADING INTO A PASTURE.  PASS
 EN0654'THROUGH THE GATE AND CONTINUE EAST FOLLOWING THE TRACK ROAD FOR
 EN0654'0.1 MILE TO A NORTH-SOUTH FENCE AND THE STATION.
 EN0654'
 EN0654'THE STATION IS A STANDARD DISK STAMPED OLYMPUS 1967, SET IN THE TOP
 EN0654'OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0654'4 INCHES ABOVE THE GROUND.  IT IS 5.4 FEET SOUTH OF A WITNESS POST
 EN0654'AND 2.5 FEET WEST OF THE NORTH-SOUTH FENCE.  THE UNDERGROUND MARK
 EN0654'IS SET 40 INCHES BELOW THE SURFACE OF THE GROUND.
 EN0654'
 EN0654'REFERENCE MARK 1 IS A STANDARD DISK STAMPED OLYMPUS NO 1 1967, SET IN
 EN0654'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0654'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 42.6 FEET SOUTH OF THE
 EN0654'WITNESS POST AND 2.0 FEET WEST OF THE FENCE.
 EN0654'
 EN0654'REFERENCE MARK 2 IS A STANDARD DISK STAMPED OLYMPUS NO 2 1967, SET
 EN0654'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0654'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 52.0 FEET WEST OF THE
 EN0654'FENCE AND 49.5 FEET WEST OF THE WITNESS POST.
 EN0654'
 EN0654'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OLYMPUS 1967, SET IN THE
 EN0654'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0654'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 18.0 FEET SOUTH OF THE
 EN0654'CENTERLINE OF A GRAVEL ROAD, 2.5 FEET EAST OF A WITNESS POST AND
 EN0654'1.0 FOOT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1265 ***********************************************************************
 DM1265  DESIGNATION -  OMAHA MUNICIPAL TANK
 DM1265  PID         -  DM1265
 DM1265  STATE/COUNTY-  TX/MORRIS
 DM1265  USGS QUAD   -  NAPLES (1980)
 DM1265
 DM1265                         *CURRENT SURVEY CONTROL
 DM1265  ___________________________________________________________________
 DM1265* NAD 83(1993)-  33 10 53.45306(N)    094 44 40.55842(W)     ADJUSTED  
 DM1265* NAVD 88     -                                                        
 DM1265  ___________________________________________________________________
 DM1265  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 DM1265  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM1265
 DM1265  HORZ ORDER  -  THIRD
 DM1265
 DM1265.The horizontal coordinates were established by classical geodetic methods
 DM1265.and adjusted by the National Geodetic Survey in February 1996..
 DM1265
 DM1265
 DM1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1265
 DM1265.The geoid height was determined by GEOID03.
 DM1265
 DM1265;                    North         East     Units Scale Factor Converg.
 DM1265;SPC TXNC     - 2,174,239.960   950,115.561   MT  0.99987518   +2 02 53.4
 DM1265;SPC TXNC     - 7,133,318.94  3,117,170.80   sFT  0.99987518   +2 02 53.4
 DM1265;UTM  15      - 3,672,765.466   337,351.148   MT  0.99992618   -0 57 18.1
 DM1265
 DM1265                          SUPERSEDED SURVEY CONTROL
 DM1265
 DM1265  NAD 83(1993)-  33 10 53.45658(N)    094 44 40.55305(W) AD(       ) 4
 DM1265  NAD 83(1986)-  33 10 53.45724(N)    094 44 40.54643(W) AD(       ) 4
 DM1265  NAD 27      -  33 10 53.02200(N)    094 44 39.79400(W) AD(       ) 3
 DM1265
 DM1265.Superseded values are not recommended for survey control.
 DM1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1265.See file dsdata.txt to determine how the superseded data were derived.
 DM1265
 DM1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3735172765(NAD 83)
 DM1265_MARKER: 53 = ELEVATED TANK
 DM1265
 DM1265  HISTORY     - Date     Condition        Report By
 DM1265  HISTORY     - 1957     FIRST OBSERVED   CGS
 DM1265
 DM1265                          STATION DESCRIPTION
 DM1265
 DM1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1265'THE STATION IS LOCATED NEAR THE CENTER OF OMAHA.  IT IS 170 FEET
 DM1265'SOUTH OF AN OIL STREET AND 170 FEET NORTH OF U.S. HIGHWAY 67.
 DM1265'THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX AND IS
 DM1265'PAINTED SILVER IN COLOR.  IT IS SUPPORTED BY A 4 LEGGED STEEL
 DM1265'STRUCTURE.  THE OVERALL HEIGHT IS 130 FEET.
 DM1265'
 DM1265'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1207 ***********************************************************************
 AH1207  DESIGNATION -  ON
 AH1207  PID         -  AH1207
 AH1207  STATE/COUNTY-  TX/KLEBERG
 AH1207  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1207
 AH1207                         *CURRENT SURVEY CONTROL
 AH1207  ___________________________________________________________________
 AH1207* NAD 83(1993)-  27 33 22.44754(N)    097 14 02.53926(W)     ADJUSTED  
 AH1207* NAVD 88     -                                                        
 AH1207  ___________________________________________________________________
 AH1207  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1207  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH1207
 AH1207  HORZ ORDER  -  THIRD
 AH1207
 AH1207.The horizontal coordinates were established by classical geodetic methods
 AH1207.and adjusted by the National Geodetic Survey in February 1996..
 AH1207
 AH1207
 AH1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1207
 AH1207.The geoid height was determined by GEOID03.
 AH1207
 AH1207;                    North         East     Units Scale Factor Converg.
 AH1207;SPC TX S     - 5,209,978.742   425,019.304   MT  0.99994157   +0 34 29.1
 AH1207;SPC TX S     -17,093,071.92  1,394,417.50   sFT  0.99994157   +0 34 29.1
 AH1207;UTM  14      - 3,049,289.182   674,355.782   MT  0.99997526   +0 49 01.8
 AH1207
 AH1207                          SUPERSEDED SURVEY CONTROL
 AH1207
 AH1207  NAD 83(1986)-  27 33 22.45765(N)    097 14 02.51476(W) AD(       ) 4
 AH1207  NAD 27      -  27 33 21.30900(N)    097 14 01.55600(W) AD(       ) 3
 AH1207
 AH1207.Superseded values are not recommended for survey control.
 AH1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1207.See file dsdata.txt to determine how the superseded data were derived.
 AH1207
 AH1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7435649289(NAD 83)
 AH1207
 AH1207  HISTORY     - Date     Condition        Report By
 AH1207  HISTORY     - 1939     FIRST OBSERVED   CGS
 AH1207
 AH1207                          STATION DESCRIPTION
 AH1207
 AH1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AH1207'HYDROGRAPHIC STATION SIGNAL, NOT MARKED OR DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2165 ***********************************************************************
 BL2165  DESIGNATION -  ONALASKA
 BL2165  PID         -  BL2165
 BL2165  STATE/COUNTY-  TX/POLK
 BL2165  USGS QUAD   -  ONALASKA (1972)
 BL2165
 BL2165                         *CURRENT SURVEY CONTROL
 BL2165  ___________________________________________________________________
 BL2165* NAD 83(1993)-  30 50 03.46495(N)    095 06 23.94660(W)     ADJUSTED  
 BL2165* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BL2165  ___________________________________________________________________
 BL2165  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BL2165  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL2165
 BL2165  HORZ ORDER  -  SECOND
 BL2165
 BL2165.The horizontal coordinates were established by classical geodetic methods
 BL2165.and adjusted by the National Geodetic Survey in February 1996..
 BL2165
 BL2165.The orthometric height was scaled from a topographic map.
 BL2165
 BL2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2165
 BL2165.The geoid height was determined by GEOID03.
 BL2165
 BL2165;                    North         East     Units Scale Factor Converg.
 BL2165;SPC TX C     - 3,141,180.960 1,199,790.471   MT  0.99988597   +2 41 31.4
 BL2165;SPC TX C     -10,305,691.20  3,936,312.57   sFT  0.99988597   +2 41 31.4
 BL2165;UTM  15      - 3,413,137.057   298,517.623   MT  1.00010079   -1 04 48.5
 BL2165
 BL2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2165!SPC TX C     -   0.99999299  x   0.99988597  =   0.99987896
 BL2165!UTM  15      -   0.99999299  x   1.00010079  =   1.00009377
 BL2165
 BL2165|---------------------------------------------------------------------|
 BL2165| PID    Reference Object                     Distance      Geod. Az  |
 BL2165|                                                           dddmmss.s |
 BL2165| BL0914 ONALASKA LOOKOUT                     21.887 METERS 01200     |
 BL2165| BL0913 ONALASKA LOOKOUT AZ MK                             2023246.2 |
 BL2165| CV8959 ONALASKA RM 2                        32.769 METERS 28151     |
 BL2165|---------------------------------------------------------------------|
 BL2165
 BL2165                          SUPERSEDED SURVEY CONTROL
 BL2165
 BL2165  NAD 83(1986)-  30 50 03.47609(N)    095 06 23.93280(W) AD(       ) 2
 BL2165  NAD 27      -  30 50 02.79500(N)    095 06 23.16000(W) AD(       ) 2
 BL2165
 BL2165.Superseded values are not recommended for survey control.
 BL2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2165.See file dsdata.txt to determine how the superseded data were derived.
 BL2165
 BL2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ9851813137(NAD 83)
 BL2165_MARKER: DS = TRIANGULATION STATION DISK
 BL2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2165
 BL2165  HISTORY     - Date     Condition        Report By
 BL2165  HISTORY     - 1949     MONUMENTED       CGS
 BL2165  HISTORY     - 1958     GOOD             CGS
 BL2165
 BL2165                          STATION DESCRIPTION
 BL2165
 BL2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2165'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF ONALASKA AT
 BL2165'THE SITE OF THE ONALASKA LOOKOUT TOWER NO. 32.  IT IS IN
 BL2165'TIMBER-LAND, 7 FT SOUTHEAST OF A WITNESS POST.  IT IS STAMPED
 BL2165'ONALASKA 1949 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 BL2165'
 BL2165'REFERENCE MARK NO. 1 IS THE ONALASKA LOOKOUT 1935 STATION MARK
 BL2165'THAT IS CENTERED UNDER THE LOOKOUT TOWER.  IT IS STAMPED
 BL2165'ONALASKA LOOKOUT 1935 AND PROJECTS 6 INCHES.
 BL2165'
 BL2165'REFERENCE MARK NO. 2 IS 48 FEET EAST OF THE CENTER OF THE
 BL2165'ROAD.  IT IS STAMPED ONALASKA NO 2 1949 AND PROJECTS 5
 BL2165'INCHES.
 BL2165'
 BL2165'THE AZIMUTH MARK IS THE ONALASKA LOOKOUT 1935 AZIMUTH MARK
 BL2165'WHICH IS LOCATED 0.2 MILE SOUTH-SOUTHWEST OF THE STATION,
 BL2165'33 FEET WEST OF THE CENTER OF THE ROAD AND 1.5 FEET NORTH
 BL2165'OF A WITNESS POST.  IT IS STAMPED ONALASKA LOOKOUT AZIMUTH
 BL2165'1935 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 BL2165'
 BL2165'TO REACH THE STATION FROM THE COURTHOUSE IN GROVETON, GO
 BL2165'EAST ON U.S. HIGHWAY 287 FOR 0.1 MILE TO A SIDE ROAD ON
 BL2165'THE RIGHT AT SIGN FARM ROAD 355, TURN RIGHT AND GO SOUTHERLY
 BL2165'ON THE FARM ROAD FOR 5.6 MILES TO A FORK, TAKE LEFT FORK
 BL2165'(STRAIGHT AHEAD) FOR 1.6 MILES TO ANOTHER FORK, TAKE LEFT
 BL2165'FORK AND FOLLOW A SANDY ROAD (SOUTH) FOR 9.2 MILES TO THE
 BL2165'LOOKOUT TOWER AND STATION ON THE LEFT.  CONTINUE SOUTH FOR
 BL2165'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BL2165'
 BL2165'A 100 FOOT SIGNAL AT MOSCOW IS VISIBLE AT 77 FEET.
 BL2165'
 BL2165'A 74 FOOT SIGNAL AT BOLD IS VISIBLE AT 64 FEET.
 BL2165'
 BL2165'A 100 FOOT SIGNAL AT PIPE 1935 IS VISIBLE AT 77 FEET.
 BL2165'
 BL2165'A 100 FOOT SIGNAL AT TIGERVILLE 1935 IS VISIBLE AT 90 FEET.
 BL2165'
 BL2165'A 100 FOOT SIGNAL AT WILLOW 1935 IS VISIBLE AT 77 FEET.
 BL2165'
 BL2165'A 100 FOOT SIGNAL AT MC DUFFIE 1942 IS VISIBLE AT 77 FEET.
 BL2165'
 BL2165'A 74 FOOT SIGNAL AT CHITA 1942 IS VISIBLE AT 77 FEET.
 BL2165'
 BL2165'A 74 FOOT SIGNAL AT COLITA IS VISIBLE AT 90 FEET.
 BL2165'
 BL2165'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL2165
 BL2165                          STATION RECOVERY (1958)
 BL2165
 BL2165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHS)
 BL2165'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 BL2165'CONDITION AS DESCRIBED.  COULD NOT FIND REFERENCE MARKS NO.
 BL2165'1 AND NO. 3.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 BL2165'ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0914 ***********************************************************************
 BL0914  DESIGNATION -  ONALASKA LOOKOUT
 BL0914  PID         -  BL0914
 BL0914  STATE/COUNTY-  TX/POLK
 BL0914  USGS QUAD   -  ONALASKA (1972)
 BL0914
 BL0914                         *CURRENT SURVEY CONTROL
 BL0914  ___________________________________________________________________
 BL0914* NAD 83(1993)-  30 50 04.16011(N)    095 06 23.77525(W)     ADJUSTED  
 BL0914* NAVD 88     -        71.74   (+/-2cm)     235.4    (feet)  VERTCON   
 BL0914  ___________________________________________________________________
 BL0914  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BL0914  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL0914
 BL0914  HORZ ORDER  -  SECOND
 BL0914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0914
 BL0914.The horizontal coordinates were established by classical geodetic methods
 BL0914.and adjusted by the National Geodetic Survey in February 1996..
 BL0914
 BL0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0914.The vertical order pertains to the NGVD 29 superseded value.
 BL0914
 BL0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0914
 BL0914.The geoid height was determined by GEOID03.
 BL0914
 BL0914;                    North         East     Units Scale Factor Converg.
 BL0914;SPC TX C     - 3,141,202.556 1,199,794.014   MT  0.99988596   +2 41 31.5
 BL0914;SPC TX C     -10,305,762.05  3,936,324.19   sFT  0.99988596   +2 41 31.5
 BL0914;UTM  15      - 3,413,158.378   298,522.580   MT  1.00010076   -1 04 48.4
 BL0914
 BL0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0914!SPC TX C     -   0.99999302  x   0.99988596  =   0.99987898
 BL0914!UTM  15      -   0.99999302  x   1.00010076  =   1.00009378
 BL0914
 BL0914:                Primary Azimuth Mark                     Grid Az
 BL0914:SPC TX C     -  ONALASKA LOOKOUT AZ MK                   199 11 39.6
 BL0914:UTM  15      -  ONALASKA LOOKOUT AZ MK                   202 57 59.5
 BL0914
 BL0914|---------------------------------------------------------------------|
 BL0914| PID    Reference Object                     Distance      Geod. Az  |
 BL0914|                                                           dddmmss.s |
 BL0914| BL0913 ONALASKA LOOKOUT AZ MK                             2015311.1 |
 BL0914|---------------------------------------------------------------------|
 BL0914
 BL0914                          SUPERSEDED SURVEY CONTROL
 BL0914
 BL0914  NAD 83(1986)-  30 50 04.17120(N)    095 06 23.76147(W) AD(       ) 2
 BL0914  NAD 27      -  30 50 03.49000(N)    095 06 22.98900(W) AD(       ) 2
 BL0914  NGVD 29 (??/??/92)   71.755  (m)          235.42   (f) ADJ UNCH    2 0
 BL0914
 BL0914.Superseded values are not recommended for survey control.
 BL0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0914.See file dsdata.txt to determine how the superseded data were derived.
 BL0914
 BL0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ9852313158(NAD 83)
 BL0914_MARKER: DS = TRIANGULATION STATION DISK
 BL0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0914_STAMPING: ONALASKA LOOKOUT 1935
 BL0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0914+STABILITY: SURFACE MOTION
 BL0914
 BL0914  HISTORY     - Date     Condition        Report By
 BL0914  HISTORY     - 1935     MONUMENTED       CGS
 BL0914  HISTORY     - 1944     GOOD             BGCO
 BL0914  HISTORY     - 1947     GOOD             NGS
 BL0914  HISTORY     - 1949     GOOD             CGS
 BL0914
 BL0914                          STATION DESCRIPTION
 BL0914
 BL0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL0914'THIS INTERSECTION STATION IS CENTERED DIRECTLY BENEATH THE
 BL0914'CENTER BOLT IN THE ROOF OF THE ONALASKA FIRE LOOKOUT TOWER.
 BL0914'IT IS 14.07 FEET, 14.07 FEET, 14.22 FEET, 14.35 FEET, FROM THE
 BL0914'INSIDE CORNERS OF THE CONCRETE FOUNDATIONS OF THE N, E, S, AND W
 BL0914'LEGS RESPECTIVELY OF THE TOWER.  IT PROJECTS 8 INCHES.
 BL0914'
 BL0914'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BL0914'DISKS SET IN CONCRETE.
 BL0914'
 BL0914'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SSW OF STATION, 20
 BL0914'FEET W OF CENTER LINE OF THE GRADED DIRT ROAD THAT LEADS
 BL0914'TO STATION FROM ONALASKA, 7 FEET W OF THE W GUTTER.  IT
 BL0914'PROJECTS 5 INCHES.  IT IS NOT VISIBLE FROM THE BASE OF THE
 BL0914'TOWER.  AZIMUTH MARK BEARS 348 DEG 15 MIN 56.4 SEC FROM USED
 BL0914'PBM 1173.
 BL0914'
 BL0914'TO REACH FROM THE SCHOOLHOUSE IN ONALASKA, GO E ON DIRT ROAD
 BL0914'ABOUT 0.3 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED
 BL0914'DIRT ROAD N ABOUT 2 MILES TO THE LOOKOUT TOWER AND STATION.
 BL0914
 BL0914                          STATION RECOVERY (1944)
 BL0914
 BL0914'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 BL0914'STATION RECOVERED.
 BL0914
 BL0914                          STATION RECOVERY (1947)
 BL0914
 BL0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL0914'2.6 MI NE FROM ONALASKA.
 BL0914'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0914'ONALASKA, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, 162.0 FEET
 BL0914'EAST OF THE CENTER LINE OF THE ROAD, AT THE ONALASKA LOOKOUT TOWER
 BL0914'(FIRE TOWER NUMBER 32), AT A POINT EQUIDISTANT FROM THE FOUR CONCRETE
 BL0914'BASES SUPPORTING THE TOWER, SET IN THE TOP OF A CONCRETE POST AND
 BL0914'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0914
 BL0914                          STATION RECOVERY (1949)
 BL0914
 BL0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0914'THE STATION, AND AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD
 BL0914'CONDITION.
 BL0914'
 BL0914'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BL0914'
 BL0914'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF GROVETON,
 BL0914'ABOUT 2 MILES NORTH OF ONALASKA AND 153 FEET EAST OF THE CENTER
 BL0914'OF A NORTH-SOUTH GRADED ROAD.  THE MARK IS CENTERED UNDER THE
 BL0914'ONALASKA LOOKOUT TOWER.
 BL0914'IT IS STAMPED ONALASKA LOOKOUT 1935 AND PROJECTS 6 INCHES ABOVE
 BL0914'THE GROUND.
 BL0914'
 BL0914'THE AZIMUTH MARK IS LOCATED 0.2 MILE SOUTH-SOUTHWEST FROM
 BL0914'THE STATION, 33 FEET WEST OF THE CENTER OF THE GRADED ROAD
 BL0914'AND 1.5 FEET NORTH OF A WITNESS POST.  IT IS STAMPED ONALASKA
 BL0914'LOOKOUT AZIMUTH 1935 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 BL0914'
 BL0914'TO REACH THE STATION FROM THE COURT HOUSE IN GROVETON, GO EAST
 BL0914'ON U.S. HIGHWAY 287 FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT
 BL0914'AT SIGN FARM ROAD 355, TURN RIGHT AND GO SOUTHERLY ON THE
 BL0914'FARM ROAD FOR 5.6 MILES TO A FORK, TAKE LEFT FORK (STRAIGHT AHEAD)
 BL0914'AND GO 1.6 MILES TO ANOTHER FORK, TAKE LEFT FORK AND FOLLOW A
 BL0914'GRADED ROAD (SOUTH) FOR 9.2 MILES TO THE LOOKOUT TOWER AND THE
 BL0914'STATION ON THE LEFT AS DESCRIBED.
 BL0914'
 BL0914'ONALASKA LOOKOUT TOWER IS LOCATED ABOUT 15 MILES S OF GROVETON,
 BL0914'2 MILES N OF ONALASKA, AND 153 FEET E OF THE CENTER OF A
 BL0914'NORTH-SOUTH ROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE WITH A
 BL0914'CAB MOUNTED ON TOP.  ITS OVERALL HEIGHT IS 110 FEET.
 BL0914'
 BL0914'LOCATED BY TRAVERSE FROM ONALASKA 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0913 ***********************************************************************
 BL0913  DESIGNATION -  ONALASKA LOOKOUT AZ MK
 BL0913  PID         -  BL0913
 BL0913  STATE/COUNTY-  TX/POLK
 BL0913  USGS QUAD   -  ONALASKA (1972)
 BL0913
 BL0913                         *CURRENT SURVEY CONTROL
 BL0913  ___________________________________________________________________
 BL0913* NAD 83(1986)-  30 49 55.     (N)    095 06 29.     (W)     SCALED    
 BL0913* NAVD 88     -        68.24   (+/-2cm)     223.9    (feet)  VERTCON   
 BL0913  ___________________________________________________________________
 BL0913  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL0913
 BL0913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0913
 BL0913.The horizontal coordinates were scaled from a topographic map and have
 BL0913.an estimated accuracy of +/- 6 seconds.
 BL0913
 BL0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0913.The vertical order pertains to the NGVD 29 superseded value.
 BL0913
 BL0913.The geoid height was determined by GEOID03.
 BL0913
 BL0913;                    North         East    Units  Estimated Accuracy
 BL0913;SPC TX C     - 3,140,910.    1,199,670.      MT  (+/- 180 meters Scaled)
 BL0913
 BL0913                          SUPERSEDED SURVEY CONTROL
 BL0913
 BL0913  NGVD 29 (??/??/92)   68.25   (m)          223.9    (f) COMPUTED    2 0
 BL0913
 BL0913.Superseded values are not recommended for survey control.
 BL0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0913.See file dsdata.txt to determine how the superseded data were derived.
 BL0913
 BL0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ983128(NAD 83)
 BL0913_MARKER: DR = REFERENCE MARK DISK
 BL0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0913_STAMPING: ONALASKA LOOKOUT AZIMUTH 1935
 BL0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0913+STABILITY: SURFACE MOTION
 BL0913
 BL0913  HISTORY     - Date     Condition        Report By
 BL0913  HISTORY     - 1935     MONUMENTED       CGS
 BL0913  HISTORY     - 1947     GOOD             NGS
 BL0913  HISTORY     - 1949     GOOD             CGS
 BL0913
 BL0913                          STATION DESCRIPTION
 BL0913
 BL0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0913'2.4 MI NE FROM ONALASKA.
 BL0913'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0913'ONALASKA, THENCE 1.8 MILES NORTH ALONG A GRADED DIRT ROAD, 0.2 MILE
 BL0913'SOUTH OF ONALASKA LOOKOUT TOWER (FIRE TOWER NUMBER 32), 127.0 FEET
 BL0913'SOUTHWEST OF AND ACROSS THE ROAD FROM A 24 INCH PINE TREE WITH A
 BL0913'TRIANGLE BLAZE, 31.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 18.0
 BL0913'FEET SOUTH OF A 4 INCH OAK TREE WITH A TRIANGLE BLAZE, 1.8 FEET NORTH
 BL0913'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 BL0913'0.2 FOOT ABOVE THE GROUND.
 BL0913
 BL0913                          STATION RECOVERY (1949)
 BL0913
 BL0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BL0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0975 ***********************************************************************
 CA0975  DESIGNATION -  ONEAL
 CA0975  PID         -  CA0975
 CA0975  STATE/COUNTY-  TX/HAMILTON
 CA0975  USGS QUAD   -  SHIVE (1979)
 CA0975
 CA0975                         *CURRENT SURVEY CONTROL
 CA0975  ___________________________________________________________________
 CA0975* NAD 83(1993)-  31 32 39.89732(N)    098 07 47.94965(W)     ADJUSTED  
 CA0975* NAVD 88     -       379.8    (meters)    1246.     (feet)  VERTCON   
 CA0975  ___________________________________________________________________
 CA0975  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CA0975  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CA0975
 CA0975  HORZ ORDER  -  FIRST
 CA0975
 CA0975.The horizontal coordinates were established by classical geodetic methods
 CA0975.and adjusted by the National Geodetic Survey in February 1996..
 CA0975
 CA0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0975
 CA0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0975
 CA0975.The geoid height was determined by GEOID03.
 CA0975
 CA0975;                    North         East     Units Scale Factor Converg.
 CA0975;SPC TX C     - 3,210,233.836   909,195.041   MT  0.99992652   +1 08 05.5
 CA0975;SPC TX C     -10,532,242.18  2,982,917.40   sFT  0.99992652   +1 08 05.5
 CA0975;UTM  14      - 3,490,267.479   582,582.653   MT  0.99968411   +0 27 18.7
 CA0975
 CA0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0975!SPC TX C     -   0.99994454  x   0.99992652  =   0.99987106
 CA0975!UTM  14      -   0.99994454  x   0.99968411  =   0.99962867
 CA0975
 CA0975|---------------------------------------------------------------------|
 CA0975| PID    Reference Object                     Distance      Geod. Az  |
 CA0975|                                                           dddmmss.s |
 CA0975| CA0974 ONEAL RM A 1967                      27.375 METERS 06334     |
 CA0975| CV4996 ONEAL AZ MK                                        1401405.9 |
 CA0975| CV4997 ONEAL RM 1                           34.887 METERS 19951     |
 CA0975| CV4998 ONEAL RM 2                           23.830 METERS 30016     |
 CA0975|---------------------------------------------------------------------|
 CA0975
 CA0975                          SUPERSEDED SURVEY CONTROL
 CA0975
 CA0975  NAD 83(1986)-  31 32 39.90557(N)    098 07 47.93195(W) AD(       ) 1
 CA0975  NAD 27      -  31 32 39.33349(N)    098 07 46.81097(W) AD(       ) 1
 CA0975  NGVD 29 (07/19/86)  379.7    (m)         1246.     (f) VERT ANG       
 CA0975
 CA0975.Superseded values are not recommended for survey control.
 CA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0975.See file dsdata.txt to determine how the superseded data were derived.
 CA0975
 CA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8258390267(NAD 83)
 CA0975_MARKER: DS = TRIANGULATION STATION DISK
 CA0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA0975
 CA0975  HISTORY     - Date     Condition        Report By
 CA0975  HISTORY     - 1967     MONUMENTED       CGS
 CA0975  HISTORY     - 1975     GOOD             NGS
 CA0975
 CA0975                          STATION DESCRIPTION
 CA0975
 CA0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0975'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTH OF HAMILTON,
 CA0975'8 MILES SOUTHEAST OF SHIVE, 5 MILES NORTH-NORTHEAST OF EVANT
 CA0975'AND ON LAND OWNED BY MR. EARNEST O NEAL.
 CA0975'
 CA0975'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 CA0975'AND 84 AT THE NORTH SIDE OF EVANT, GO NORTH ON HIGHWAY 281 FOR
 CA0975'2.65 MILES TO A SIDE ROAD RIGHT.  CONTINUE AHEAD ON THE HIGHWAY
 CA0975'FOR 0.9 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A
 CA0975'GRAVELED ROAD FOR 0.65 MILE TO A T-INTERSECTION.  TURN LEFT AND
 CA0975'GO NORTH AND EAST ON A GRAVELED ROAD FOR 1.45 MILES TO A
 CA0975'DRIVEWAY ON THE LEFT.  (CONTINUE AHEAD ON THE GRAVELED ROAD
 CA0975'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN LEFT AND
 CA0975'GO NORTH ON THE DRIVEWAY FOR 0.1 MILE TO MR. O NEALS RANCH
 CA0975'HOUSE.  HERE BEAR LEFT TO A GARAGE AND A METAL GATE.  PASS
 CA0975'THROUGH THE GATE AND GO NORTHEAST ACROSS THE BARN LOT FOR
 CA0975'0.05 MILE TO A GATE AT THE SOUTHEAST CORNER OF A CORRAL.
 CA0975'PASS THROUGH THE GATE AND GO 112 FEET INTO THE PASTURE
 CA0975'TO THE STATION.
 CA0975'
 CA0975'THE STATION MARK IS A STANDARD DISK STAMPED ONEAL 1967, SET
 CA0975'IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND IS
 CA0975'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 112 FEET NORTHEAST
 CA0975'OF THE CORRAL CORNER POST, 81 FEET EAST OF THE NORTHEAST
 CA0975'CORNER OF A BARN AND 44 FEET SOUTHEAST OF A 16-INCH LIVE OAK
 CA0975'TREE.
 CA0975'
 CA0975'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED ONEAL NO 1
 CA0975'1967, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST AND FLUSH
 CA0975'WITH THE SURFACE OF THE GROUND.  IT IS 76 FEET SOUTHEAST OF THE
 CA0975'CORRAL CORNER POST, 11 FEET NORTHWEST OF A T-FENCE CORNER POST
 CA0975'AND 1 FOOT NORTH OF A FENCE.
 CA0975'
 CA0975'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED ONEAL NO 2
 CA0975'1967, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 CA0975'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 35 FEET
 CA0975'WEST OF A 16-INCH LIVE OAK TREE, 33 FEET NORTH OF THE NORTHEAST
 CA0975'CORNER OF THE BARN AND 1 FOOT EAST OF A FENCE.
 CA0975'
 CA0975'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ONEAL 1967,
 CA0975'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS FLUSH
 CA0975'WITH THE SURFACE OF THE GROUND.  IT IS 36 FEET NORTH OF THE
 CA0975'CENTER OF THE GRAVELED ROAD AND 22.5 FEET NORTH OF A METAL
 CA0975'WITNESS POST IN A FENCE LINE.
 CA0975'
 CA0975'HEIGHT OF LIGHT ABOVE STATION MARK 18.4 METERS.
 CA0975
 CA0975                          STATION RECOVERY (1975)
 CA0975
 CA0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA0975'STATION MARKS, REFERENCE MARKS AND AZIMUTH MARK WERE ALL FOUND
 CA0975'IN GOOD CONDITION AS DESCRIBED.
 CA0975'
 CA0975'NO MEASUREMENT BETWEEN REFERENCE MARKS, DUE TO BOULDERS ON LINE.
 CA0975'
 CA0975'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CA0975'FIVE MILES NORTH-NORTHEAST OF EVANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0974 ***********************************************************************
 CA0974  DESIGNATION -  ONEAL RM A 1967
 CA0974  PID         -  CA0974
 CA0974  STATE/COUNTY-  TX/HAMILTON
 CA0974  USGS QUAD   -  SHIVE (1979)
 CA0974
 CA0974                         *CURRENT SURVEY CONTROL
 CA0974  ___________________________________________________________________
 CA0974* NAD 83(1993)-  31 32 40.29306(N)    098 07 47.02037(W)     ADJUSTED  
 CA0974* NAVD 88     -       379.7    (meters)    1246.     (feet)  VERTCON   
 CA0974  ___________________________________________________________________
 CA0974  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CA0974  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CA0974
 CA0974  HORZ ORDER  -  FIRST
 CA0974
 CA0974.The horizontal coordinates were established by classical geodetic methods
 CA0974.and adjusted by the National Geodetic Survey in February 1996..
 CA0974
 CA0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0974
 CA0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0974
 CA0974.The geoid height was determined by GEOID03.
 CA0974
 CA0974;                    North         East     Units Scale Factor Converg.
 CA0974;SPC TX C     - 3,210,246.507   909,219.305   MT  0.99992654   +1 08 06.0
 CA0974;SPC TX C     -10,532,283.75  2,982,997.00   sFT  0.99992654   +1 08 06.0
 CA0974;UTM  14      - 3,490,279.858   582,607.059   MT  0.99968416   +0 27 19.1
 CA0974
 CA0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0974!SPC TX C     -   0.99994455  x   0.99992654  =   0.99987110
 CA0974!UTM  14      -   0.99994455  x   0.99968416  =   0.99962873
 CA0974
 CA0974:                Primary Azimuth Mark                     Grid Az
 CA0974:SPC TX C     -  CHAMLISS                                 000 57 57.4
 CA0974:UTM  14      -  CHAMLISS                                 001 38 44.3
 CA0974
 CA0974|---------------------------------------------------------------------|
 CA0974| PID    Reference Object                     Distance      Geod. Az  |
 CA0974|                                                           dddmmss.s |
 CA0974| CA0970 CHAMLISS                            APPROX.12.4 KM 0020603.4 |
 CA0974| CA0975 ONEAL                                27.375 METERS 24334     |
 CA0974|---------------------------------------------------------------------|
 CA0974
 CA0974                          SUPERSEDED SURVEY CONTROL
 CA0974
 CA0974  NAD 83(1986)-  31 32 40.30126(N)    098 07 47.00278(W) AD(       ) 1
 CA0974  NAD 27      -  31 32 39.72913(N)    098 07 45.88207(W) AD(       ) 1
 CA0974  NGVD 29 (07/19/86)  379.6    (m)         1245.     (f) VERT ANG       
 CA0974
 CA0974.Superseded values are not recommended for survey control.
 CA0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0974.See file dsdata.txt to determine how the superseded data were derived.
 CA0974
 CA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8260790280(NAD 83)
 CA0974_MARKER: DS = TRIANGULATION STATION DISK
 CA0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0974+STABILITY: SURFACE MOTION
 CA0974
 CA0974  HISTORY     - Date     Condition        Report By
 CA0974  HISTORY     - 1967     MONUMENTED       CGS
 CA0974
 CA0974                          STATION DESCRIPTION
 CA0974
 CA0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0974'THE STATION IS ABOUT 10-1/2 MILES SOUTH OF HAMILTON, 8 MILES
 CA0974'SOUTHEAST OF SHIVE, 5 MILES NORTH-NORTHEAST OF EVANT AND ON
 CA0974'PROPERTY OWNED BY MR. EARNEST O NEAL.
 CA0974'
 CA0974'THE STATION MARK IS A STANDARD DISK STAMPED ONEAL RM A 1967,
 CA0974'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT AND FLUSH
 CA0974'WITH THE GROUND.  IT IS 163 FEET EAST OF THE NORTHEAST CORNER
 CA0974'OF AN OLD BUILDING, 80 FEET SOUTH OF A 16-INCH TREE AND 70.5
 CA0974'FEET NORTH-NORTHWEST OF A 12-INCH TREE.
 CA0974'
 CA0974'A TRAVERSE CONNECTION WAS MADE TO STATION ONEAL.
 CA0974'
 CA0974'FOR THE TO REACH SEE DESCRIPTION TO STATION ONEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1162 ***********************************************************************
 CT1162  DESIGNATION -  ONEGO
 CT1162  PID         -  CT1162
 CT1162  STATE/COUNTY-  TX/JONES
 CT1162  USGS QUAD   -  HAMBY (1987)
 CT1162
 CT1162                         *CURRENT SURVEY CONTROL
 CT1162  ___________________________________________________________________
 CT1162* NAD 83(1993)-  32 35 54.78164(N)    099 39 29.26226(W)     ADJUSTED  
 CT1162* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 CT1162  ___________________________________________________________________
 CT1162  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CT1162  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CT1162
 CT1162  HORZ ORDER  -  FIRST
 CT1162
 CT1162.The horizontal coordinates were established by classical geodetic methods
 CT1162.and adjusted by the National Geodetic Survey in February 1996..
 CT1162
 CT1162.The orthometric height was scaled from a topographic map.
 CT1162
 CT1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1162
 CT1162.The geoid height was determined by GEOID03.
 CT1162
 CT1162;                    North         East     Units Scale Factor Converg.
 CT1162;SPC TXNC     - 2,103,936.137   491,294.372   MT  0.99990368   -0 37 53.9
 CT1162;SPC TXNC     - 6,902,663.81  1,611,854.95   sFT  0.99990368   -0 37 53.9
 CT1162;UTM  14      - 3,606,974.732   438,242.904   MT  0.99964703   -0 21 16.5
 CT1162
 CT1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1162!SPC TXNC     -   0.99992186  x   0.99990368  =   0.99982555
 CT1162!UTM  14      -   0.99992186  x   0.99964703  =   0.99956892
 CT1162
 CT1162|---------------------------------------------------------------------|
 CT1162| PID    Reference Object                     Distance      Geod. Az  |
 CT1162|                                                           dddmmss.s |
 CT1162| CX7862 ONEGO RM 1                           12.535 METERS 02611     |
 CT1162| CX7863 ONEGO RM 2                           11.945 METERS 12010     |
 CT1162|---------------------------------------------------------------------|
 CT1162
 CT1162                          SUPERSEDED SURVEY CONTROL
 CT1162
 CT1162  NAD 83(1986)-  32 35 54.78870(N)    099 39 29.25082(W) AD(       ) 1
 CT1162  NAD 27      -  32 35 54.35530(N)    099 39 27.93840(W) AD(       ) 1
 CT1162
 CT1162.Superseded values are not recommended for survey control.
 CT1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1162.See file dsdata.txt to determine how the superseded data were derived.
 CT1162
 CT1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3824306975(NAD 83)
 CT1162_MARKER: DS = TRIANGULATION STATION DISK
 CT1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1162
 CT1162  HISTORY     - Date     Condition        Report By
 CT1162  HISTORY     - 1961     MONUMENTED       CGS
 CT1162  HISTORY     - 1963     SEE DESCRIPTION  CGS
 CT1162  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT1162
 CT1162                          STATION DESCRIPTION
 CT1162
 CT1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1162'THE STATION IS LOCATED 11 MILES NORTH-NORTHEAST OF ABILENE
 CT1162'AND ON A RIDGE EAST OF PHANTOM LAKE.
 CT1162'
 CT1162'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277,
 CT1162'83 AND STATE HIGHWAY 351 IN THE NORTHEAST EDGE OF ABILENE,
 CT1162'GO NORTHEAST ON STATE HIGHWAY 351 FOR 1.6 MILES TO AN UNDERPASS,
 CT1162'CONTINUE NORTHEAST ON STATE HIGHWAY 351 FOR 2.95 MILES TO A
 CT1162'SIDE ROAD LEFT AND SIGN FT. PHANTOM LAKE 9.  TURN LEFT,
 CT1162'NORTH, ON FARM ROAD 1082 FOR 1.6 MILES TO THE JONES-TAYLOR
 CT1162'COUNTY LINE, CONTINUE STRAIGHT AHEAD ON FARM ROAD 1082 FOR 4.9
 CT1162'MILES TO A SIDE ROAD LEFT AND A CATTLE GUARD, TURN LEFT, WEST,
 CT1162'PASSING OVER THE CATTLE GUARD AND GO FOR 0.3 MILE TO A TRACK
 CT1162'ROAD RIGHT, THIS IS JUST AFTER PASSING UNDER A HIGHLINE,
 CT1162'TURN RIGHT, NORTH AND FOLLOW THE TRACK ROAD ALONG THE WEST
 CT1162'SIDE OF THE HIGHLINE FOR 0.35 MILE TO A FORK, TAKE THE
 CT1162'LEFT FORK AND FOLLOW THE DIM TRACK ROAD NORTH-NORTHWEST
 CT1162'FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 CT1162'
 CT1162'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 CT1162'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECT 3 INCHES
 CT1162'AND IS STAMPED ONEGO 1961.  IT IS 143 FEET NORTHWEST OF A
 CT1162'POWER LINE POLE AND 8.1 FEET NORTH-NORTHWEST OF A METAL
 CT1162'WITNESS POST.
 CT1162'
 CT1162'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 CT1162'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECT 3 INCHES
 CT1162'AND IS STAMPED ONEGO NO 1 1961.  IT IS 148 FEET NORTH-NORTHWEST
 CT1162'OF A POWER LINE POLE AND 47 FEET NORTHEAST OF A METAL WITNESS
 CT1162'POST.
 CT1162'
 CT1162'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 CT1162'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECT 1 INCH AND
 CT1162'IS STAMPED ONEGO NO 2 1961.  IT IS 105 FEET WEST OF A POWER
 CT1162'LINE POLE AND 33.5 FEET EAST OF A METAL WITNESS POST.
 CT1162
 CT1162                          STATION RECOVERY (1963)
 CT1162
 CT1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CT1162'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CT1162'WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK, BOTH
 CT1162'REFERENCE MARKS WERE DESTROYED BY THIS PARTY AT THE REQUEST OF
 CT1162'THE PROPERTY OWNER TO CLEAR AREA FOR THE EXCAVATING OF GRAVEL.
 CT1162'THE OWNER PLANS TO GO 15 FEET BELOW THE SURFACE OF THE GROUND TO
 CT1162'SALVAGE THE GRAVEL, THEREFORE THE UNDERGROUND STATION MARK
 CT1162'WILL BE DESTROYED.  PERMISSION WAS GRANTED BY LAND OWNER
 CT1162'TO ESTABLISH A NEW STATION ON THE EAST SLOPE OF HILL.  A
 CT1162'STATION ONEGO 2 WAS SET AND ITS POSITION WAS DETERMINED BY
 CT1162'TRAVERSE FROM ONEGO 1961, THEN ALL DISKS WERE SALVAGED
 CT1162'EXCEPT THE UNDERGROUND STATION DISK.
 CT1162
 CT1162                          STATION RECOVERY (2001)
 CT1162
 CT1162'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0770 ***********************************************************************
 CT0770  DESIGNATION -  ONEGO 2
 CT0770  PID         -  CT0770
 CT0770  STATE/COUNTY-  TX/JONES
 CT0770  USGS QUAD   -  HAMBY (1987)
 CT0770
 CT0770                         *CURRENT SURVEY CONTROL
 CT0770  ___________________________________________________________________
 CT0770* NAD 83(1993)-  32 35 53.98268(N)    099 39 25.52598(W)     ADJUSTED  
 CT0770* NAVD 88     -       521.14   (+/-2cm)    1709.8    (feet)  VERTCON   
 CT0770  ___________________________________________________________________
 CT0770  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CT0770  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CT0770
 CT0770  HORZ ORDER  -  SECOND
 CT0770  VERT ORDER  -  THIRD ? (See Below)
 CT0770
 CT0770.The horizontal coordinates were established by classical geodetic methods
 CT0770.and adjusted by the National Geodetic Survey in February 1996..
 CT0770.No horizontal observational check was made to the station.
 CT0770
 CT0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0770.The vertical order pertains to the NGVD 29 superseded value.
 CT0770
 CT0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0770
 CT0770.The geoid height was determined by GEOID03.
 CT0770
 CT0770;                    North         East     Units Scale Factor Converg.
 CT0770;SPC TXNC     - 2,103,910.456   491,391.513   MT  0.99990371   -0 37 51.9
 CT0770;SPC TXNC     - 6,902,579.55  1,612,173.66   sFT  0.99990371   -0 37 51.9
 CT0770;UTM  14      - 3,606,949.527   438,340.143   MT  0.99964688   -0 21 14.5
 CT0770
 CT0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0770!SPC TXNC     -   0.99992265  x   0.99990371  =   0.99982636
 CT0770!UTM  14      -   0.99992265  x   0.99964688  =   0.99956955
 CT0770
 CT0770:                Primary Azimuth Mark                     Grid Az
 CT0770:SPC TXNC     -  KNOB                                     013 20 00.1
 CT0770:UTM  14      -  KNOB                                     013 03 22.7
 CT0770
 CT0770|---------------------------------------------------------------------|
 CT0770| PID    Reference Object                     Distance      Geod. Az  |
 CT0770|                                                           dddmmss.s |
 CT0770| CT0778 KNOB                                APPROX. 1.3 KM 0124208.2 |
 CT0770| CT0771 ONEGO 2 RM 3                         30.657 METERS 02643     |
 CT0770| CT0769 PHANTOM AZ MK                                      0424538.2 |
 CT0770| CT0772 ONEGO 2 RM 4                         20.806 METERS 10316     |
 CT0770| CT1162 ONEGO                               100.489 METERS 28411     |
 CT0770|---------------------------------------------------------------------|
 CT0770
 CT0770                          SUPERSEDED SURVEY CONTROL
 CT0770
 CT0770  NAD 83(1986)-  32 35 53.98973(N)    099 39 25.51449(W) AD(       ) 2
 CT0770  NAD 27      -  32 35 53.55630(N)    099 39 24.20220(W) AD(       ) 2
 CT0770  NGVD 29 (07/19/86)  521.00   (m)         1709.3    (f) LEVELING    3  
 CT0770
 CT0770.Superseded values are not recommended for survey control.
 CT0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0770.See file dsdata.txt to determine how the superseded data were derived.
 CT0770
 CT0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3834006950(NAD 83)
 CT0770_MARKER: DS = TRIANGULATION STATION DISK
 CT0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0770_STAMPING: ONEGO 2 1963
 CT0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0770+STABILITY: SURFACE MOTION
 CT0770
 CT0770  HISTORY     - Date     Condition        Report By
 CT0770  HISTORY     - 1963     MONUMENTED       CGS
 CT0770  HISTORY     - 1963     GOOD             CGS
 CT0770  HISTORY     - 20011013 GOOD             USPSQD
 CT0770
 CT0770                          STATION DESCRIPTION
 CT0770
 CT0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CT0770'THE STATION IS ABOUT 12 MILES NORTH-NORTHEAST OF ABILENE
 CT0770'ON THE FIRST RIDGE WHICH IS ABOUT 1/2 MILE EAST OF PHANTOM
 CT0770'LAKE, ON THE EAST SLOPE OF RIDGE, DIRECTLY BELOW A POWER
 CT0770'LINE, AND ON LAND OWNED BY MR. SAM R. COX JR., 2057 N. THIRD
 CT0770'STREET, ABILENE, TEXAS.
 CT0770'
 CT0770'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 83, 277 AND
 CT0770'STATE HIGHWAY 351 AT THE NORTHEAST PART OF ABILENE, GO NORTHEAST
 CT0770'ON STATE HIGHWAY 351 FOR 1.6 MILES TO THE OVERPASS OF U.S.
 CT0770'HIGHWAY 80.  CONTINUE ON STATE HIGHWAY 351, EASTERLY FOR
 CT0770'2.95 MILES TO FARM ROAD 1082, TURN LEFT, NORTH, AS PER SIGN
 CT0770'PHANTOM LAKE, GO 1.6 MILES TO THE JONES-TAYLOR COUNTY LINE.
 CT0770'CONTINUE ON FARM ROAD 1082 FOR 4.9 MILES TO A CATTLE GUARD ON
 CT0770'THE LEFT.  PASS THROUGH CATTLE GUARD, GO WEST 0.3 MILE TO A
 CT0770'POWERLINE.  TURN RIGHT, AND FOLLOW THE POWERLINE FOR 0.5 MILE
 CT0770'TO THE STATION.
 CT0770'
 CT0770'STATION MARKS ARE STANDARD DISKS STAMPED ONEGO 2 1963.  THE
 CT0770'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CT0770'PROJECTS 2 INCHES.  IT IS 139 FEET SOUTH OF THE WEST TWIN
 CT0770'POWERLINE POLE, AND 3 FEET NORTH OF A METAL WITNESS POST,
 CT0770'AND IS DIRECTLY BELOW THE MOST WESTERLY POWERLINE.  THE
 CT0770'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CT0770'36 INCHES BELOW THE SURFACE OF THE GROUND.
 CT0770'
 CT0770'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ONEGO 2 NO 3
 CT0770'1963, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CT0770'12 INCHES.  IT IS 39 FEET SOUTH OF THE WEST TWIN POWERLINE
 CT0770'POLE, AND 40 FEET SOUTHWEST OF THE EAST TWIN POWERLINE POLE.
 CT0770'
 CT0770'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ONEGO 2 NO 4
 CT0770'1963, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CT0770'6 INCHES.  IT IS 142 FEET SOUTHEAST OF THE WEST TWIN POWERLINE
 CT0770'POLE, AND 69 FEET EAST OF THE METAL WITNESS POST.
 CT0770'
 CT0770'PHANTOM 1961 AZIMUTH MARK, A STANDARD DISK STAMPED PHANTOM
 CT0770'1961, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 CT0770'IT IS 40 FEET WEST OF THE CENTERLINE OF FARM ROAD 1082, 4
 CT0770'FEET NORTH OF A METAL WITNESS POST, AND 2 FEET EAST OF THE
 CT0770'ROAD RIGHT-OF-WAY FENCE.
 CT0770'
 CT0770'TO REACH THE AZIMUTH MARK FROM THE STATION, GO TO THE CATTLE
 CT0770'GUARD MENTIONED INROUTE TO STATION, THENCE CONTINUE NORTH
 CT0770'ON FARM ROAD 1082 FOR 0.6 MILE TO AZIMUTH MARK ON THE LEFT.
 CT0770'
 CT0770'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CT0770
 CT0770                          STATION RECOVERY (1963)
 CT0770
 CT0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 CT0770'12 MI NE FROM ABILENE.
 CT0770'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 83, 277 AND STATE HIGHWAY
 CT0770'351 AT THE NORTHEAST PART OF ABILENE, GO NORTHEAST ON STATE HIGHWAY
 CT0770'351 FOR 1.6 MILES TO THE OVERPASS OF U.S. HIGHWAY 80, CONTINUE ON
 CT0770'STATE HIGHWAY 351 FOR 2.95 MILES TO FARM ROAD 1082.  TURN LEFT, NORTH,
 CT0770'AS PER SIGN PHANTOM LAKE, GO 1.6 MILES TO THE JONES-TAYLOR COUNTY
 CT0770'LINE, CONTINUE ON FARM ROAD 1082 FOR 4.9 MILES TO A CATTLE GUARD ON
 CT0770'THE LEFT.  PASS THROUGH CATTLE GUARD AND GO 0.3 MILE TO A POWERLINE.
 CT0770'TURN RIGHT AND FOLLOW THE POWERLINE FOR 0.5 MILE TO MARK, 139 FEET
 CT0770'SOUTH OF THE WEST TWIN POWER LINE POLE, 3 FEET NORTH OF A METAL
 CT0770'WITNESS POST, AND IS DIRECTLY UNDER THE MOST WESTERLY POWERLINE. A
 CT0770'STANDARD TRIANGULATION STATION DISK IS SET IN A 12 X 12 IN. CONCRETE
 CT0770'POST WHICH PROJECTS ABOUT 2 INCHES.
 CT0770
 CT0770                          STATION RECOVERY (2001)
 CT0770
 CT0770'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1084 ***********************************************************************
 CA1084  DESIGNATION -  ONION
 CA1084  PID         -  CA1084
 CA1084  STATE/COUNTY-  TX/MCCULLOCH
 CA1084  USGS QUAD   -  PLACID (1979)
 CA1084
 CA1084                         *CURRENT SURVEY CONTROL
 CA1084  ___________________________________________________________________
 CA1084* NAD 83(1993)-  31 16 27.00848(N)    099 13 50.60967(W)     ADJUSTED  
 CA1084* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 CA1084  ___________________________________________________________________
 CA1084  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CA1084  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CA1084
 CA1084  HORZ ORDER  -  FIRST
 CA1084
 CA1084.The horizontal coordinates were established by classical geodetic methods
 CA1084.and adjusted by the National Geodetic Survey in February 1996..
 CA1084
 CA1084.The orthometric height was scaled from a topographic map.
 CA1084
 CA1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1084
 CA1084.The geoid height was determined by GEOID03.
 CA1084
 CA1084;                    North         East     Units Scale Factor Converg.
 CA1084;SPC TX C     - 3,178,721.054   804,988.370   MT  0.99989303   +0 34 04.5
 CA1084;SPC TX C     -10,428,853.99  2,641,032.68   sFT  0.99989303   +0 34 04.5
 CA1084;UTM  14      - 3,460,010.351   478,036.845   MT  0.99960595   -0 07 11.2
 CA1084
 CA1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1084!SPC TX C     -   0.99991018  x   0.99989303  =   0.99980322
 CA1084!UTM  14      -   0.99991018  x   0.99960595  =   0.99951617
 CA1084
 CA1084|---------------------------------------------------------------------|
 CA1084| PID    Reference Object                     Distance      Geod. Az  |
 CA1084|                                                           dddmmss.s |
 CA1084| CV4999 ONION RM 1                           33.710 METERS 11451     |
 CA1084| CA1091 VOCA                                APPROX.24.2 KM 1624421.8 |
 CA1084| CV5000 ONION RM 2                           46.115 METERS 21049     |
 CA1084| CV5001 ONION RM 3                           74.853 METERS 34659     |
 CA1084|---------------------------------------------------------------------|
 CA1084
 CA1084                          SUPERSEDED SURVEY CONTROL
 CA1084
 CA1084  NAD 83(1986)-  31 16 27.01679(N)    099 13 50.59551(W) AD(       ) 1
 CA1084  NAD 27      -  31 16 26.42756(N)    099 13 49.41612(W) AD(       ) 1
 CA1084
 CA1084.Superseded values are not recommended for survey control.
 CA1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1084.See file dsdata.txt to determine how the superseded data were derived.
 CA1084
 CA1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7803760010(NAD 83)
 CA1084_MARKER: DS = TRIANGULATION STATION DISK
 CA1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1084
 CA1084  HISTORY     - Date     Condition        Report By
 CA1084  HISTORY     - 1935     MONUMENTED       CGS
 CA1084  HISTORY     - 1937     GOOD             TXHD
 CA1084  HISTORY     - 1968     GOOD             CGS
 CA1084  HISTORY     - 1971     GOOD             NGS
 CA1084
 CA1084                          STATION DESCRIPTION
 CA1084
 CA1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1084'STATION IS LOCATED JUST W OF A THREE PRONGED MESQUITE TREE,
 CA1084'WITH A TRIANGULAR BLAZE ON W SIDE, ON THE HIGHEST GROUND
 CA1084'NEAR THE CENTER OF A HIGH ROCKY HILL, WITH A HEAVY GROWTH
 CA1084'OF BUSHES AND TREES, KNOWN AS CORN CREEK HILL.  THE HILL
 CA1084'IS 5.0 MILES NNW OF ROCHELLE AND 11 MILES NE OF BRADY.  MARK
 CA1084'IS SET 14.3 FEET W OF A THREE PRONGED MESQUITE TREE.
 CA1084'
 CA1084'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN THE
 CA1084'TOPS OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 CA1084'
 CA1084'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 CA1084'IN OUTCROPPING BEDROCK.
 CA1084'
 CA1084'REFERENCE MARK NO. 1 IS ESE OF STATION.
 CA1084'
 CA1084'REFERENCE MARK NO. 2 IS WSW OF STATION.
 CA1084'
 CA1084'REFERENCE MARK NO. 3 IS NNW OF STATION.
 CA1084'
 CA1084'REACHED FROM COURTHOUSE IN BRADY, BY GOING N ON STATE HIGHWAY
 CA1084'16, FOR 1.25 MILES HERE TAKE RIGHT FORK AT FILLING STATION,
 CA1084'LEAVING HIGHWAY 16, AND GO 4.95 MILES, THEN TAKE MAIN RIGHT
 CA1084'FORK AND GO 2.25 MILES TO CROSSROADS, TURN N AND GO 2.05 MILES,
 CA1084'KEEP MAIN ROAD RIGHT AND CONTINUE 1.75 MILES TAKE RIGHT FORK
 CA1084'AND GO 0.95 MILE AND KEEP MAIN ROAD N AT T-JUNCTION, PROCEED
 CA1084'0.3 MILE AND TURN RIGHT INTO P.S. HUMPHURY, WHITE HOUSE
 CA1084'WITH RED ROOF.  GO SE TO CORNER OF CORRAL AND PASS THRU
 CA1084'GATE, AND TAKE MAIN PASTURE ROAD S 0.35 MILE TO TOP OF GRADE
 CA1084'KEEPING LEFT FORK AFTER GOING 0.2 MILE.  AT TOP OF GRADE
 CA1084'TURN RIGHT TOWARD HILL.  FROM HERE BY CAREFUL DRIVING A
 CA1084'TRUCK CAN BE DRIVEN TO TOP OF HILL AND STATION OTHERWISE
 CA1084'IT IS TO PACK, FROM THIS POINT TO STATION, ABOUT 1/4
 CA1084'MILE.  BUILDING AND OBSERVING PARTY DROVE TO STATION.
 CA1084'
 CA1084'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 CA1084
 CA1084                          STATION RECOVERY (1937)
 CA1084
 CA1084'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1084'DESCRIPTION GIVEN BY C.I.A., IS GOOD.  SURFACE MARK IS IN
 CA1084'GOOD CONDITION.
 CA1084
 CA1084                          STATION RECOVERY (1968)
 CA1084
 CA1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFL)
 CA1084'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CA1084'
 CA1084'TO REACH FROM THE BRADY COURTHOUSE, PROCEED NORTH ON U.S.
 CA1084'HIGHWAY 377 FOR 11.7 MILES TO RANCH ROAD RIGHT, THENCE RIGHT
 CA1084'(EAST) 0.8 MILE TO THE P.S. PUMPHREY RANCH HOUSE, THENCE
 CA1084'GENERALLY SOUTHEAST PAST SOUTH SIDE OF CORRALS FOR 0.9 MILE
 CA1084'TO Y-TRAIL, THENCE FOLLOW DIM TRAIL EAST, 0.4 MILE TO SOUTH
 CA1084'END OF HILL, THENCE NORTH UP HILL ON DIM TRAIL, 0.2 MILE TO
 CA1084'STATION.
 CA1084'
 CA1084'STATION MARK--A USC AND GS BRONZE DISK SET IN THE TOP OF A
 CA1084'CONCRETE POST.  THE DISK PROJECTS 0.4 FOOT AND IS STAMPED
 CA1084'ONION 1935.
 CA1084'
 CA1084'REFERENCE MARK NO. 1--A USC AND GS BRONZE DISK SET IN BEDROCK.
 CA1084'THE DISK IS SET FLUSH WITH THE GROUND AND STAMPED ONION
 CA1084'NO. 1 1935.
 CA1084'
 CA1084'REFERENCE MARK NO. 2--A USC AND GS BRONZE DISK SET IN BEDROCK.
 CA1084'THE DISK IS SET FLUSH WITH THE GROUND AND IS STAMPED ONION
 CA1084'NO. 2 1935.
 CA1084'
 CA1084'REFERENCE MARK NO. 3--A USC AND GS BRONZE DISK SET IN BEDROCK.
 CA1084'THE DISK IS SET FLUSH WITH THE GROUND AND STAMPED ONION
 CA1084'NO. 3 1935.
 CA1084'
 CA1084'AZIMUTH MARK NOT SEARCHED FOR.
 CA1084'
 CA1084'NO USGS MEASUREMENTS MADE FOR REFERENCE MARK DIRECTIONS.
 CA1084
 CA1084                          STATION RECOVERY (1971)
 CA1084
 CA1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1084'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2734 ***********************************************************************
 CS2734  DESIGNATION -  ONION
 CS2734  PID         -  CS2734
 CS2734  STATE/COUNTY-  TX/ELLIS
 CS2734  USGS QUAD   -  BOZ (1978)
 CS2734
 CS2734                         *CURRENT SURVEY CONTROL
 CS2734  ___________________________________________________________________
 CS2734* NAD 83(1993)-  32 20 24.90028(N)    096 54 01.60278(W)     ADJUSTED  
 CS2734* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 CS2734  ___________________________________________________________________
 CS2734  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 CS2734  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CS2734
 CS2734  HORZ ORDER  -  SECOND
 CS2734
 CS2734.The horizontal coordinates were established by classical geodetic methods
 CS2734.and adjusted by the National Geodetic Survey in February 1996..
 CS2734
 CS2734.The orthometric height was scaled from a topographic map.
 CS2734
 CS2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2734
 CS2734.The geoid height was determined by GEOID03.
 CS2734
 CS2734;                    North         East     Units Scale Factor Converg.
 CS2734;SPC TXNC     - 2,075,841.194   750,572.646   MT  0.99994912   +0 52 20.6
 CS2734;SPC TXNC     - 6,810,488.98  2,462,503.76   sFT  0.99994912   +0 52 20.6
 CS2734;UTM  14      - 3,580,088.108   697,597.384   MT  1.00008151   +1 07 24.6
 CS2734
 CS2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2734!SPC TXNC     -   0.99996949  x   0.99994912  =   0.99991861
 CS2734!UTM  14      -   0.99996949  x   1.00008151  =   1.00005099
 CS2734
 CS2734:                Primary Azimuth Mark                     Grid Az
 CS2734:SPC TXNC     -  WAXAHACHIE TYLER FIX CORP TK             035 51 26.6
 CS2734:UTM  14      -  WAXAHACHIE TYLER FIX CORP TK             035 36 22.6
 CS2734
 CS2734|---------------------------------------------------------------------|
 CS2734| PID    Reference Object                     Distance      Geod. Az  |
 CS2734|                                                           dddmmss.s |
 CS2734| CS2722 WAXAHACHIE TYLER FIX CORP TK        APPROX. 7.2 KM 0364347.2 |
 CS2734| CS2725 WAXAHACHIE ICE CO STACK             APPROX. 7.2 KM 0420855.1 |
 CS2734| CS2724 WAXAHACHIE MUNICIPAL TANK           APPROX. 8.1 KM 0433032.5 |
 CS2734| CS2723 WAXAHACHIE ELLIS CO CTHSE TWR       APPROX. 7.0 KM 0443617.5 |
 CS2734| CY2718 ONION RM 1                           64.544 METERS 23140     |
 CS2734| CS2735 ROYAL RANCH WATER TANK              APPROX.11.9 KM 3113404.7 |
 CS2734| CY2719 ONION RM 2                           43.516 METERS 33525     |
 CS2734| CY2717 ONION AZ M                                         3414834.2 |
 CS2734|---------------------------------------------------------------------|
 CS2734
 CS2734                          SUPERSEDED SURVEY CONTROL
 CS2734
 CS2734  NAD 83(1986)-  32 20 24.90715(N)    096 54 01.58340(W) AD(       ) 2
 CS2734  NAD 27      -  32 20 24.39000(N)    096 54 00.59100(W) AD(       ) 2
 CS2734
 CS2734.Superseded values are not recommended for survey control.
 CS2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2734.See file dsdata.txt to determine how the superseded data were derived.
 CS2734
 CS2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA9759780088(NAD 83)
 CS2734_MARKER: DS = TRIANGULATION STATION DISK
 CS2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2734
 CS2734  HISTORY     - Date     Condition        Report By
 CS2734  HISTORY     - 1948     MONUMENTED       CGS
 CS2734  HISTORY     - 1949     GOOD             CGS
 CS2734  HISTORY     - 1952     GOOD             CGS
 CS2734
 CS2734                          STATION DESCRIPTION
 CS2734
 CS2734'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2734'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF WAXAHACHIE,
 CS2734'ALONG THE PASTURE FENCE ABOUT 0.15 MILE NORTHEAST OF A FARM
 CS2734'HOME.  IT IS 14 FEET SOUTHWEST OF THE PASTURE FENCE AND 13.5
 CS2734'FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 CS2734'THE DISK IS STAMPED ONION 1948.
 CS2734'
 CS2734'REFERENCE MARK NO. 1 IS 211.76 FEET SOUTHWEST OF THE STATION AND
 CS2734'1 FOOT EAST OF A POWER POLE.  THE MARK PROJECTS 6 INCHES AND
 CS2734'THE DISK IS STAMPED ONION NO 1 1948.
 CS2734'
 CS2734'REFERENCE MARK NO. 2 IS 142.77 FEET NORTHWEST OF THE STATION
 CS2734'AND 1 FOOT SOUTHWEST OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 CS2734'AND THE DISK IS STAMPED ONION NO 2 1948.
 CS2734'
 CS2734'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION, 27 FEET
 CS2734'EAST OF THE CENTERLINE OF THE ROAD AND 2 FEET SOUTH OF A POWER
 CS2734'POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ONION
 CS2734'1948.
 CS2734'
 CS2734'TO REACH FROM THE JUNCTION OF HIGHWAYS IN WAXAHACHIE, GO SOUTH
 CS2734'ON HIGHWAY 77 FOR 0.4 MILE TO A TRAFFIC LIGHT, TURN RIGHT
 CS2734'OFF OF HIGHWAY AND GO 0.4 MILE TO FORKS, TAKE RIGHT FORK FOR 2.7
 CS2734'MILES TO A ROAD LEFT, TURN LEFT FOR 1.1 MILE TO THE AZIMUTH MARK
 CS2734'ON THE LEFT, CONTINUE ON FOR 0.3 MILE TO A CURVE IN ROAD AND
 CS2734'A GATE ON THE LEFT, PASS THROUGH GATE AND GO 0.2 MILE TO TOP
 CS2734'OF HILL AND THE STATION ABOUT 500 FEET TO THE LEFT.
 CS2734'
 CS2734'A 100 FOOT SIGNAL AT CHAMBERS IS VISIBLE AT 37 FEET.
 CS2734'
 CS2734'A 37 FOOT SIGNAL AT LEGUIZAMON IS VISIBLE FROM THE GROUND.
 CS2734'
 CS2734'A 50 FOOT SIGNAL AT ESKRIDGE 1947 IS VISIBLE FROM THE GROUND.
 CS2734'
 CS2734'A 100 FOOT SIGNAL AT WAXAHACHIE MAG 1947 IS VISIBLE FROM THE
 CS2734'GROUND.
 CS2734'
 CS2734'A 74 FOOT SIGNAL AT FORRESTON IS VISIBLE FROM THE GROUND.
 CS2734'
 CS2734'A 100 FOOT SIGNAL AT ITALY IS VISIBLE FROM THE GROUND.
 CS2734'
 CS2734'A 47 FOOT SIGNAL AT BEE IS VISIBLE AT 37 FEET.
 CS2734'
 CS2734'AN 87 FOOT SIGNAL AT FILES IS VISIBLE FROM THE GROUND.
 CS2734'
 CS2734'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2734
 CS2734                          STATION RECOVERY (1949)
 CS2734
 CS2734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2734'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1948 AND ALL
 CS2734'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS
 CS2734'WERE CHECKED AND FOUND TO BE CORRECT.  THE DIRECTION TO R.M. NO. 1
 CS2734'WAS NOT TAKEN BECAUSE A TOWER LEG WAS IN THE WAY.  THE 1948
 CS2734'DESCRIPTION IS ADEQUATE.
 CS2734'
 CS2734'OBSERVATIONS MADE FROM A 90 FOOT TOWER.
 CS2734'
 CS2734'A 100 FOOT SIGNAL AT WAXAHACHIE MAG. 1947 IS VISIBLE FROM THE
 CS2734'GROUND.
 CS2734'
 CS2734'A 74 FOOT SIGNAL AT PRONG IS VISIBLE FROM THE GROUND.
 CS2734'
 CS2734'AN 87 FOOT SIGNAL AT YALE IS VISIBLE FROM THE GROUND.
 CS2734'
 CS2734'A 74 FOOT SIGNAL AT FORRESTON 1948 IS VISIBLE AT 37 FEET.
 CS2734
 CS2734                          STATION RECOVERY (1952)
 CS2734
 CS2734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (FJ)
 CS2734'SHOULD READ--REACHED FROM WAXAHACHIE--GO SOUTH FROM JUNCTION
 CS2734'OF U.S. HWY. 287 AND 77 ON U.S. 77 APPROXIMATELY 0.4 MI. TO STOP
 CS2734'LIGHT.  TURN RIGHT OFF HWY. ONTO FM 66 AND GO WEST 0.4 MI.  TAKE
 CS2734'RIGHT FORK (FM 66) AND GO SOUTHWEST 2.6 MI. TO ROAD ON LEFT.
 CS2734'TURN LEFT AND FOLLOW OLD BLACK TOP ROAD APPROXIMATELY 1.4 MI.
 CS2734'TO A CURVE TO THE RIGHT.  TURN HERE AND GO SOUTHEASTERLY THRU
 CS2734'CATTLE GUARD APPROXIMATELY 0.25 MI. TO STATION.  STATION IS 14
 CS2734'FT SOUTHWEST OF A NW/SE FENCE LINE ON LAND OWNED BY A MR. PEG.
 CS2734'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7294 ***********************************************************************
 AC7294  DESIGNATION -  ONION
 AC7294  PID         -  AC7294
 AC7294  STATE/COUNTY-  TX/LAMPASAS
 AC7294  USGS QUAD   -  ADAMSVILLE (1954)
 AC7294
 AC7294                         *CURRENT SURVEY CONTROL
 AC7294  ___________________________________________________________________
 AC7294* NAD 83(1993)-  31 16 43.29059(N)    098 15 00.22771(W)     ADJUSTED  
 AC7294* NAVD 88     -       440.5    (meters)    1445.     (feet)  VERTCON   
 AC7294  ___________________________________________________________________
 AC7294  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AC7294  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AC7294
 AC7294  HORZ ORDER  -  THIRD
 AC7294
 AC7294.The horizontal coordinates were established by classical geodetic methods
 AC7294.and adjusted by the National Geodetic Survey in March 1997..
 AC7294
 AC7294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7294
 AC7294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7294
 AC7294.The geoid height was determined by GEOID03.
 AC7294
 AC7294;                    North         East     Units Scale Factor Converg.
 AC7294;SPC TX C     - 3,180,559.474   898,347.453   MT  0.99989341   +1 04 22.8
 AC7294;SPC TX C     -10,434,885.54  2,947,328.27   sFT  0.99989341   +1 04 22.8
 AC7294;UTM  14      - 3,460,731.224   571,385.396   MT  0.99966285   +0 23 21.8
 AC7294
 AC7294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7294!SPC TX C     -   0.99993490  x   0.99989341  =   0.99982832
 AC7294!UTM  14      -   0.99993490  x   0.99966285  =   0.99959778
 AC7294
 AC7294                          SUPERSEDED SURVEY CONTROL
 AC7294
 AC7294  NGVD 29 (03/17/97)  440.4    (m)         1445.     (f) VERT ANG       
 AC7294
 AC7294.Superseded values are not recommended for survey control.
 AC7294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7294.See file dsdata.txt to determine how the superseded data were derived.
 AC7294
 AC7294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7138560731(NAD 83)
 AC7294_MARKER: DS = TRIANGULATION STATION DISK
 AC7294
 AC7294  HISTORY     - Date     Condition        Report By
 AC7294  HISTORY     - 1953     MONUMENTED       USGS
 AC7294
 AC7294                          STATION DESCRIPTION
 AC7294
 AC7294'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7294'THE STATION IS LOCATED APPROXIMATELY 12 MI. (AIRLINE) N-NW. OF
 AC7294'LAMPASAS, TEXAS, ON THE ONION TOP RANCH, ON A CONE-SHAPED HILL,
 AC7294'LOCALLY KNOWN AS ONION TOP, AND APPROXIMATELY 1 MI. S. OF THE MAIN
 AC7294'RANCH BUILDINGS.
 AC7294'TO REACH THE STATION FROM THE COURTHOUSE SQUARE AT LAMPASAS, GO 4
 AC7294'BLOCKS W. TO KEY AVE., TURN RIGHT (N.) AND GO 1.4 MI. TO A
 AC7294'Y-INTERSECTION OF U.S. HIGHWAYS 281 AND 190.  TAKE U.S. HIGHWAY 281
 AC7294'AND GO N. FOR 10.2 MI. TO A GRADED DIRT RD. INTERSECTION ON THE LEFT
 AC7294'(0.3 MI. N. OF A CONCRETE BRIDGE OVER SCHOOL CREEK).  TURN LEFT, ENTER
 AC7294'A CATTLEGUARD AND GO W. FOR 2.4 MI. TO A CROSSROADS.  TURN RIGHT (NW.)
 AC7294'AND GO 0.2 MI. TO A RIGHT ANGLE TURN TO THE LEFT.  TURN AND GO LEFT
 AC7294'(SW.) 0.1 MI. TO A RIGHT ANGLE TURN, TURN RIGHT.  TURN RIGHT (NW.) AND
 AC7294'GO 0.5 MI. TO A RIGHT ANGLE TURN LEFT.  TURN LEFT (SW.) AND GO 1.3 MI.
 AC7294'TO A T-RD. INTERSECTION.  TURN RIGHT (NW.) AND GO 3.0 MI. TO A T-RD.
 AC7294'INTERSECTION.  TURN RIGHT (NE.) AND GO 0.1 MI. TO A RIGHT ANGLE TURN
 AC7294'LEFT.  TURN LEFT (NW.) AND GO 2.0 MI. TO A T-INTERSECTION OF A PRIVATE
 AC7294'RD. ON THE RIGHT (AT THE ENTRANCE TO ONION TOP RANCH). TURN RIGHT
 AC7294'(NE.) ON PRIVATE RD. AND GO 0.4 MI. NE. TO THE MAIN RANCH BUILDINGS.
 AC7294'AT THE BUILDINGS, TURN S. ON A TRACK RD. AND GO 1.0 MI. TO ONION TOP
 AC7294'AND THE STATION.
 AC7294'RECOVERY BY USGS, 1958--THE --TO REACH-- DESCRIPTION IS ADEQUATE
 AC7294'EXCEPT THAT ALL EXTERIOR GATES TO THE ONION TOP RANCH ARE NOW KEPT
 AC7294'LOCKED.  PERMISSION AND KEY TO ENTER CAN BE PROCURED FROM MR. CLYDE
 AC7294'BRISTER WHO LIVES ABOUT 3 MI. (AIRLINE) W. OF THE STATION, ABOUT 5 MI.
 AC7294'BY COUNTY RD.  LOCAL INQUIRY WILL HELP LOCATE MR. BRISTER.
 AC7294'STATION MARK--A USGS TABLET STAMPED---ONION 1953--- AND CEMENTED IN A
 AC7294'ROCK OUTCROP AT THE E. EDGE OF THE TOP, STAMPED---VABM 1445---.
 AC7294'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2814 ***********************************************************************
 AB2814  PACS        -  This is a Primary Airport Control Station.
 AB2814  DESIGNATION -  ONY A
 AB2814  PID         -  AB2814
 AB2814  STATE/COUNTY-  TX/YOUNG
 AB2814  USGS QUAD   -  OLNEY (1981)
 AB2814
 AB2814                         *CURRENT SURVEY CONTROL
 AB2814  ___________________________________________________________________
 AB2814* NAD 83(1993)-  33 21 27.53749(N)    098 49 10.45309(W)     ADJUSTED  
 AB2814* NAVD 88     -       388.17   (meters)    1273.5    (feet)  GPS OBS   
 AB2814  ___________________________________________________________________
 AB2814  X           -    -817,683.955 (meters)                     COMP
 AB2814  Y           -  -5,270,010.055 (meters)                     COMP
 AB2814  Z           -   3,487,355.537 (meters)                     COMP
 AB2814  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AB2814  ELLIP HEIGHT-         359.72  (meters)          (10/24/00) GPS OBS
 AB2814  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 AB2814
 AB2814  HORZ ORDER  -  B
 AB2814  ELLP ORDER  -  FOURTH    CLASS II
 AB2814
 AB2814.This mark is at Olney Muni (ONY) Airport (ONY)
 AB2814
 AB2814.The horizontal coordinates were established by GPS observations
 AB2814.and adjusted by the National Geodetic Survey in February 1996..
 AB2814
 AB2814.The orthometric height was determined by GPS observations and a
 AB2814.high-resolution geoid model.
 AB2814
 AB2814.GPS derived orthometric heights for airport stations designated as
 AB2814.PACS or SACS are published to 2 decimal places.  This maintains
 AB2814.centimeter relative accuracy between the PACS and SACS.  It does
 AB2814.not indicate centimeter accuracy relative to other marks which are
 AB2814.part of the NAVD 88 network.
 AB2814
 AB2814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2814
 AB2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2814
 AB2814.The ellipsoidal height was determined by GPS observations
 AB2814.and is referenced to NAD 83.
 AB2814
 AB2814.The geoid height was determined by GEOID03.
 AB2814
 AB2814;                    North         East     Units Scale Factor Converg.
 AB2814;SPC TXNC     - 2,187,559.285   570,259.614   MT  0.99988683   -0 10 27.5
 AB2814;SPC TXNC     - 7,177,017.42  1,870,926.75   sFT  0.99988683   -0 10 27.5
 AB2814;UTM  14      - 3,690,951.653   516,786.670   MT  0.99960347   +0 05 57.2
 AB2814
 AB2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2814!SPC TXNC     -   0.99994353  x   0.99988683  =   0.99983037
 AB2814!UTM  14      -   0.99994353  x   0.99960347  =   0.99954702
 AB2814
 AB2814:                Primary Azimuth Mark                     Grid Az
 AB2814:SPC TXNC     -  OLNEYPORT AZ MK                          135 12 35.2
 AB2814:UTM  14      -  OLNEYPORT AZ MK                          134 56 10.5
 AB2814
 AB2814|---------------------------------------------------------------------|
 AB2814| PID    Reference Object                     Distance      Geod. Az  |
 AB2814|                                                           dddmmss.s |
 AB2814| DO0956 OLNEYPORT AZ MK                     APPROX. 0.5 KM 1350207.7 |
 AB2814|---------------------------------------------------------------------|
 AB2814
 AB2814                          SUPERSEDED SURVEY CONTROL
 AB2814
 AB2814  ELLIP H (02/20/96)  359.76   (m)                       GP(       ) 1 1
 AB2814
 AB2814.Superseded values are not recommended for survey control.
 AB2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2814.See file dsdata.txt to determine how the superseded data were derived.
 AB2814
 AB2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1678790952(NAD 83)
 AB2814_MARKER: I = METAL ROD
 AB2814_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2814_STAMPING: ONY A 1995
 AB2814_MARK LOGO: NGS   
 AB2814_PROJECTION: FLUSH
 AB2814_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2814+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 AB2814_ROD/PIPE-DEPTH: 6.3  meters
 AB2814_SLEEVE-DEPTH  : 1 meters
 AB2814
 AB2814  HISTORY     - Date     Condition        Report By
 AB2814  HISTORY     - 1995     MONUMENTED       NGS
 AB2814  HISTORY     - 19990316 GOOD             TXDOT
 AB2814  HISTORY     - 20010325 GOOD             USPSQD
 AB2814  HISTORY     - 20040107 GOOD             JCLS
 AB2814  HISTORY     - 20050416 GOOD             USPSQD
 AB2814
 AB2814                          STATION DESCRIPTION
 AB2814
 AB2814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2814'THE STATION IS LOCATED ABOUT 37.0 MI (59.5 KM) SOUTHWEST OF WICHITA
 AB2814'FALLS, 20.0 MI (32.2 KM) NORTHWEST OF GRAHAM, 3.4 MI (5.5 KM)
 AB2814'SOUTHWEST OF OLNEY AND AT THE OLNEY MUNICIPAL AIRPORT NEAR THE
 AB2814'APPROACH END OF RUNWAY 17.  OWNERSHIP---CITY OF OLNEY, 201 EAST MAIN,
 AB2814'OLNEY, TX.  76374.  AIRPORT MANAGER IS BOB STARK, PO BOX 428, OLNEY,
 AB2814'TX 76374.  NOTIFY BEFORE ANY WORK.  PHONE (817) 564-2938.  TO REACH
 AB2814'THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 79 AND 114 IN THE
 AB2814'EAST PART OF OLNEY, GO WEST THROUGH TOWN ON STATE HIGHWAY 114 FOR 1.37
 AB2814'KM (0.85 MI) TO AN INTERSECTION.  TURN LEFT AND GO SOUTH ON LOOP 132
 AB2814'FOR 0.55 MI (0.89 KM) TO A INTERSECTION.  TURN RIGHT AND GO WEST ON
 AB2814'FARM ROAD 210 FOR 2.15 MI (3.46 KM) TO A PAVED ROAD LEFT.  TURN LEFT
 AB2814'AND GO SOUTH ON FARM ROAD 3366 FOR 0.7 MI (1.1 KM) TO A INTERSECTION.
 AB2814'TURN RIGHT AND GO WEST ON PAVED ROAD (AIRPORT ROAD) FOR 0.9 MI (1.4
 AB2814'KM) TO THE ROAD END AT A PARKING LOT.  TURN RIGHT AND GO NORTHWEST ON
 AB2814'PAVED LANE FOR 0.1 MI (0.2 KM) TO THE AIRPORT OFFICE ON THE LEFT.
 AB2814'CONTINUE STRAIGHT AHEAD AND GO NORTH ON THE PARKING RAMP FOR 0.05 MI
 AB2814'(0.08 KM) TO A TAXIWAY LEADING TO THE NORTH (TO RUNWAY 17) .  BEAR
 AB2814'LEFT AND GO NORTH ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO INTERSECTION
 AB2814'OF RUNWAY 4/22.  CONTINUE AHEAD AND GO NORTH ON THE TAXIWAY (CROSSING
 AB2814'THE RUNWAY) FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.  THE
 AB2814'STATION IS 276.5 FT (84.3 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 AB2814'NORTHERNMOST VASI LIGHT, 140.0 FT (42.7 M) EAST OF THE NORTHEAST
 AB2814'CORNER OF A CONCRETE PAD OF A ARROW INDICATOR SIGN, 116.0 FT (35.4 M)
 AB2814'WEST OF THE CENTERLINE OF THE TAXIWAY, 68.0 FT (20.7 M) SOUTH OF THE
 AB2814'CENTERLINE OF THE TAXIWAY AT THE HOLD BAR, 31.1 FT (9.5 M) SOUTH OF
 AB2814'THE RUNWAY IDENTIFIER SIGN (17) , AND 0.65 M (2.13 FT) EAST OF A
 AB2814'FIBERGLASS WITNESS POST.
 AB2814
 AB2814                          STATION RECOVERY (1999)
 AB2814
 AB2814'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AB2814'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.  CONCRETE SURROUNDING
 AB2814'ACCESS COVER IS BROKEN-REPEAT 1995 DESCRIPTION NOTIFY--AIRPORT
 AB2814'MANAGER--BEFORE WORK.
 AB2814
 AB2814                          STATION RECOVERY (2001)
 AB2814
 AB2814'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AB2814'RECOVERED IN GOOD CONDITION.
 AB2814
 AB2814                          STATION RECOVERY (2004)
 AB2814
 AB2814'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 AB2814'RECOVERED IN GOOD CONDITION.
 AB2814
 AB2814                          STATION RECOVERY (2005)
 AB2814
 AB2814'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 AB2814'NEW PHONE NUMBER FOR AIRPORT MANAGER - (940) 564-2938
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3255 ***********************************************************************
 AW3255  DESIGNATION -  O+OO HLPCO
 AW3255  PID         -  AW3255
 AW3255  STATE/COUNTY-  TX/HARRIS
 AW3255  USGS QUAD   -  JACINTO CITY (1982)
 AW3255
 AW3255                         *CURRENT SURVEY CONTROL
 AW3255  ___________________________________________________________________
 AW3255* NAD 83(1986)-  29 49 16.     (N)    095 13 08.     (W)     SCALED    
 AW3255* NAVD 88     -        12.17   (+/-2cm)      39.9    (feet)  VERTCON   
 AW3255  ___________________________________________________________________
 AW3255  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW3255
 AW3255  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3255
 AW3255.The horizontal coordinates were scaled from a topographic map and have
 AW3255.an estimated accuracy of +/- 6 seconds.
 AW3255
 AW3255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3255.The vertical order pertains to the NGVD 29 superseded value.
 AW3255
 AW3255.The geoid height was determined by GEOID03.
 AW3255
 AW3255;                    North         East    Units  Estimated Accuracy
 AW3255;SPC TXSC     - 4,226,210.      965,380.      MT  (+/- 180 meters Scaled)
 AW3255
 AW3255                          SUPERSEDED SURVEY CONTROL
 AW3255
 AW3255  NGVD 29 (??/??/92)   12.168  (m)           39.92   (f) ADJ UNCH    1 2
 AW3255
 AW3255.Superseded values are not recommended for survey control.
 AW3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3255.See file dsdata.txt to determine how the superseded data were derived.
 AW3255
 AW3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP855010(NAD 83)
 AW3255_MARKER: Z = SEE DESCRIPTION
 AW3255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3255_STAMPING: E + W N - S B L
 AW3255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3255+STABILITY: SURFACE MOTION
 AW3255
 AW3255  HISTORY     - Date     Condition        Report By
 AW3255  HISTORY     - UNK      MONUMENTED       HLPCO
 AW3255  HISTORY     - 1963     GOOD             NGS
 AW3255
 AW3255                          STATION DESCRIPTION
 AW3255
 AW3255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3255'6.7 MI SW FROM SHELDON.
 AW3255'ABOUT 6.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION
 AW3255'OF THE SHELDON-DE ZAVALLA ROAD AT SHELDON, THENCE 0.45 MILE SOUTH
 AW3255'ALONG A PAVED ROAD, 100 YARDS SOUTHWEST OF THE MAIN GATE TO THE
 AW3255'HOUSTON LIGHT AND POWER COMPANY, 116 FEET SOUTHWEST OF THE SOUTHEAST
 AW3255'CORNER OF A METAL BUILDING, 90 FEET WEST OF THE CENTER LINE OF THE
 AW3255'PAVED ROAD, 57 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE DRIVEWAY,
 AW3255'AND SET IN THE TOP OF AN 18-INCH SQUARE CONCRETE POST FLUSH WITH THE
 AW3255'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0729 ***********************************************************************
 CC0729  DESIGNATION -  OPJONES
 CC0729  PID         -  CC0729
 CC0729  STATE/COUNTY-  TX/MIDLAND
 CC0729  USGS QUAD   -  BENGE CORNER NW (1968)
 CC0729
 CC0729                         *CURRENT SURVEY CONTROL
 CC0729  ___________________________________________________________________
 CC0729* NAD 83(1993)-  31 40 31.51801(N)    102 10 23.95096(W)     ADJUSTED  
 CC0729* NAVD 88     -       880.55   (+/-2cm)    2888.9    (feet)  VERTCON   
 CC0729  ___________________________________________________________________
 CC0729  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CC0729  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CC0729
 CC0729  HORZ ORDER  -  SECOND
 CC0729  VERT ORDER  -  THIRD ? (See Below)
 CC0729
 CC0729.The horizontal coordinates were established by classical geodetic methods
 CC0729.and adjusted by the National Geodetic Survey in February 1996..
 CC0729
 CC0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0729.The vertical order pertains to the NGVD 29 superseded value.
 CC0729
 CC0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0729
 CC0729.The geoid height was determined by GEOID03.
 CC0729
 CC0729;                    North         East     Units Scale Factor Converg.
 CC0729;SPC TX C     - 3,224,129.888   525,540.755   MT  0.99995076   -0 56 51.7
 CC0729;SPC TX C     -10,577,832.81  1,724,211.63   sFT  0.99995076   -0 56 51.7
 CC0729;UTM  13      - 3,507,932.457   767,980.456   MT  1.00048580   +1 29 06.7
 CC0729
 CC0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0729!SPC TX C     -   0.99986554  x   0.99995076  =   0.99981631
 CC0729!UTM  13      -   0.99986554  x   1.00048580  =   1.00035127
 CC0729
 CC0729:                Primary Azimuth Mark                     Grid Az
 CC0729:SPC TX C     -  OPJONES AZ MK                            076 26 41.1
 CC0729:UTM  13      -  OPJONES AZ MK                            074 00 42.7
 CC0729
 CC0729|---------------------------------------------------------------------|
 CC0729| PID    Reference Object                     Distance      Geod. Az  |
 CC0729|                                                           dddmmss.s |
 CC0729| CH9207 OPJONES AZ MK                                      0752949.4 |
 CC0729| CH9208 OPJONES AZ MK 2                                    0790006.2 |
 CC0729| CH9210 OPJONES RM 2                         40.050 METERS 08502     |
 CC0729| CC0730 PEGASUS FIELD MOBIL CORP TANK       APPROX. 0.5 KM 1260422.6 |
 CC0729| CH9209 OPJONES RM 1                         40.885 METERS 33923     |
 CC0729|---------------------------------------------------------------------|
 CC0729
 CC0729                          SUPERSEDED SURVEY CONTROL
 CC0729
 CC0729  NAD 83(1986)-  31 40 31.52248(N)    102 10 23.94124(W) AD(       ) 2
 CC0729  NAD 27      -  31 40 31.04300(N)    102 10 22.44400(W) AD(       ) 2
 CC0729  NGVD 29 (07/19/86)  880.18   (m)         2887.7    (f) LEVELING    3  
 CC0729
 CC0729.Superseded values are not recommended for survey control.
 CC0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0729.See file dsdata.txt to determine how the superseded data were derived.
 CC0729
 CC0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR6798007932(NAD 83)
 CC0729_MARKER: DS = TRIANGULATION STATION DISK
 CC0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0729+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 CC0729
 CC0729  HISTORY     - Date     Condition        Report By
 CC0729  HISTORY     - 1935     MONUMENTED       CGS
 CC0729  HISTORY     - 1938     GOOD             TXHD
 CC0729  HISTORY     - 1939     GOOD             TSI
 CC0729  HISTORY     - 1970     GOOD             NGS
 CC0729  HISTORY     - 20010224 GOOD             TXDOT
 CC0729
 CC0729                          STATION DESCRIPTION
 CC0729
 CC0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0729'STATION IS ABOUT 21 MILES SSW OF MIDLAND, ON LAND BELONGING
 CC0729'TO HEIRS OF MR. O.P. JONES AND LEASED BY MR. W.M. PYLE OF
 CC0729'MIDLAND, IN (APPROXIMATELY) SECTION 13 BLOCK 40, T 4 S, ABOUT
 CC0729'2 MILES WSW OF THE RANCH KNOWN AS THE O.P. JONES RANCH.  STATION
 CC0729'IS 28 FEET N OF THE NW RIGHT-OF-WAY FENCE OF GRADED ROAD LEADING
 CC0729'TO CRANE AND 58 FEET NNW OF THE CENTER LINE OF THIS ROAD,
 CC0729'AND PROJECTS 6 INCHES.
 CC0729'
 CC0729'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0729'BRONZE DISKS SET IN CONCRETE.
 CC0729'
 CC0729'REFERENCE MARK NO. 1 IS NNW OF THE STATION AND PROJECTS
 CC0729'8 INCHES, 162 FEET NNW OF THE CENTER LINE OF A GRADED ROAD.
 CC0729'
 CC0729'REFERENCE MARK NO. 2 IS E OF THE STATION AND PROJECTS 8
 CC0729'INCHES, 3 FEET N OF THE NNW RIGHT-OF-WAY FENCE, AND 32 FEET
 CC0729'NNW OF THE CENTER LINE OF A GRADED ROAD.
 CC0729'
 CC0729'THE REFERENCE MARKS ARE NUMBERED WRONG.
 CC0729'
 CC0729'THE AZIMUTH MARK IS ENE OF THE STATION AND PROJECTS 8 INCHES,
 CC0729'3 FEET NNW OF THE S RIGHT-OF-WAY FENCE AND 29 FEET SSE OF THE
 CC0729'CENTER LINE OF A GRADED ROAD.
 CC0729'
 CC0729'TO REACH STATION FROM THE COURTHOUSE IN MIDLAND, BY GOING
 CC0729'W 2 BLOCKS FROM THE SW CORNER OF COURTHOUSE SQUARE, TURN LEFT
 CC0729'AND GO SOUTHERLY ON THE MIDLAND-RANKIN HIGHWAY FOR 3.8 MILES,
 CC0729'FROM A CROSS ROAD WITH FARMHOUSES IN THE SW AND SE ANGLES,
 CC0729'CONTINUE STRAIGHT AHEAD SOUTHERLY ON THE HIGHWAY 7.9 MILES,
 CC0729'THENCE SW FOR 1.5 MILES, THEN SOUTHERLY 5.0 MILES.  LEAVE
 CC0729'THE MIDLAND-RANKIN HIGHWAY, TURN RIGHT AND GO W ON THE CRANE
 CC0729'HIGHWAY FOR 4.0 MILES, THEN S 2.0 MILES, THEN W 3.8 MILES, TO
 CC0729'A WIRE GATE AND A CATTLE GUARD ON EACH SIDE OF THE ROAD.
 CC0729'CONTINUE WESTERLY ON GRADED ROAD FOR 2.0 MILES TO THE
 CC0729'STATION.
 CC0729'
 CC0729'ALL OBJECTS EXCEPT STATIONS ROY, BRYANT, MIDKIFF, MANNING
 CC0729'AND BUG AND THE AIR BEACONS ARE VISIBLE FROM THE GROUND.
 CC0729'
 CC0729'A 60-FOOT TOWER WAS USED AND ALL OF THE LINES CLEARED.  IT
 CC0729'WAS TOO HAZY TO SEE THE GROUND AT ANY OF THE STATIONS.
 CC0729
 CC0729                          STATION RECOVERY (1938)
 CC0729
 CC0729'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0729'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CC0729'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CC0729
 CC0729                          STATION RECOVERY (1939)
 CC0729
 CC0729'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0729'STATION MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0729
 CC0729                          STATION RECOVERY (1970)
 CC0729
 CC0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0729'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 CC0729'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND UPROOTED
 CC0729'WITH THE DIST INTACT, THE DISK WAS REMOVED AT THIS TIME.
 CC0729'A NEW AZIMUTH MARK WAS SET.
 CC0729'
 CC0729'A NEW DESCRIPTION FOLLOWS--POLARIS WAS OBSERVED.
 CC0729'
 CC0729'THE STATION IS LOCATED ABOUT 21 MILES SOUTH-SOUTHWEST OF
 CC0729'MIDLAND, IN PASTURE LAND, ALONG THE NORTH SIDE OF FARM ROAD
 CC0729'1787, ABOUT 0.25 MILE NORTH WEST AND ACROSS THE HIGHWAY FROM
 CC0729'THE PEGASUS FIELD, MOBIL OIL CORP. FIELD OFFICE AND YARD.
 CC0729'THE STATION IS BELIEVED TO BE ON PROPERTY OWNED BY THE HEIRS
 CC0729'OF MR. O.P. JONES (DECEASED)
 CC0729'
 CC0729'THE STATION MARK IS A STANDARD DISK STAMPED OPJONES 1935,
 CC0729'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 CC0729'IT IS 79 FEET NORTH OF THE CENTER OF FARM ROAD 1787, AND 29
 CC0729'FEET NORTH OF A METAL WITNESS POST AND THE NORTH RIGHT-OF-WAY
 CC0729'FENCE LINE.
 CC0729'
 CC0729'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED OPJONES NO
 CC0729'1 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CC0729'10-INCHES.  IT IS 220 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 CC0729'170 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE.
 CC0729'
 CC0729'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED OPJONES NO 2 1935,
 CC0729'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 CC0729'IT IS 53 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND 3 FEET
 CC0729'NORTH OF THE FENCE LINE.
 CC0729'
 CC0729'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OPJONES 1935
 CC0729'1970, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CC0729'IT IS 311 FEET EAST OF THE CENTER OF GATE AND CATTLE GUARD
 CC0729'AT ENTRANCE TO THE MOBILE OIL CORP. YARD, 50 FEET SOUTH
 CC0729'OF THE CENTER OF FARM ROAD 1787, 12 FEET NORTH OF A TELEPHONE
 CC0729'POLE, 1.3 FEET EAST OF A METAL WITNESS POST, AND 0.5 FOOT
 CC0729'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CC0729'
 CC0729'TO REACH THE STATION FROM THE MIDLAND COUNTY COURTHOUSE IN
 CC0729'MIDLAND, GO WEST ON WALL STREET (BUS U.S. HIGHWAY 80) FOR
 CC0729'0.15 MILE TO THE INTERSECTION WITH STAE ROAD 349, TURN LEFT,
 CC0729'SOUTH, AND FOLLOW HIGHWAY 349 FOR 1.75 MILES, PASSING UNDER
 CC0729'INTERSTATE HIGHWAY 20, CONTINUE SOUTH ON HIGHWAY 349 FOR
 CC0729'18.65 MILES TO A SIDE ROAD RIGHT, FARM ROAD 1787, TURN RIGHT,
 CC0729'WEST, AND GO 8.25 MILES TO THE CROSSROAD INTERSECTION WITH
 CC0729'FARM ROAD 1788, CONTINUE STRAIGHT AHEAD FOR 1.7 MILES TO THE
 CC0729'MOBIL OIL CORP. OFFICE AND YARD ON THE LEFT, CONTINUE WEST ON
 CC0729'HIGHWAY 1787 FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CC0729'
 CC0729'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 21
 CC0729'MILES SSW OF MIDLAND
 CC0729
 CC0729                          STATION RECOVERY (2001)
 CC0729
 CC0729'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 CC0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1121 ***********************************************************************
 CT1121  DESIGNATION -  OPLIN
 CT1121  PID         -  CT1121
 CT1121  STATE/COUNTY-  TX/CALLAHAN
 CT1121  USGS QUAD   -  OPLIN (1987)
 CT1121
 CT1121                         *CURRENT SURVEY CONTROL
 CT1121  ___________________________________________________________________
 CT1121* NAD 83(1993)-  32 08 31.41088(N)    099 33 49.02406(W)     ADJUSTED  
 CT1121* NAVD 88     -       675.     (meters)    2215.     (feet)  SCALED    
 CT1121  ___________________________________________________________________
 CT1121  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 CT1121  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CT1121
 CT1121  HORZ ORDER  -  SECOND
 CT1121
 CT1121.The horizontal coordinates were established by classical geodetic methods
 CT1121.and adjusted by the National Geodetic Survey in February 1996..
 CT1121
 CT1121.The orthometric height was scaled from a topographic map.
 CT1121
 CT1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1121
 CT1121.The geoid height was determined by GEOID03.
 CT1121
 CT1121;                    North         East     Units Scale Factor Converg.
 CT1121;SPC TXNC     - 2,053,225.793   499,652.638   MT  0.99999759   -0 34 48.3
 CT1121;SPC TXNC     - 6,736,291.62  1,639,277.03   sFT  0.99999759   -0 34 48.3
 CT1121;SPC TX C     - 3,274,681.931   772,625.687   MT  1.00007976   +0 23 47.2
 CT1121;SPC TX C     -10,743,685.64  2,534,856.11   sFT  1.00007976   +0 23 47.2
 CT1121;UTM  14      - 3,556,321.086   446,845.157   MT  0.99963484   -0 17 59.5
 CT1121
 CT1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1121!SPC TXNC     -   0.99989818  x   0.99999759  =   0.99989577
 CT1121!SPC TX C     -   0.99989818  x   1.00007976  =   0.99997793
 CT1121!UTM  14      -   0.99989818  x   0.99963484  =   0.99953306
 CT1121
 CT1121|---------------------------------------------------------------------|
 CT1121| PID    Reference Object                     Distance      Geod. Az  |
 CT1121|                                                           dddmmss.s |
 CT1121| CX7866 OPLIN RM 2                           10.378 METERS 00029     |
 CT1121| CX7865 OPLIN RM 1                           11.151 METERS 13342     |
 CT1121| CT0616 OPLIN AZ MK                                        2660113.3 |
 CT1121| CT1092 DUDLEY DEPT PUB SAFETY MAST         APPROX.15.4 KM 3422700.8 |
 CT1121| CT1093 DUDLEY SW ST TEL CO MICROWAVE       APPROX.14.9 KM 3450910.6 |
 CT1121|---------------------------------------------------------------------|
 CT1121
 CT1121                          SUPERSEDED SURVEY CONTROL
 CT1121
 CT1121  NAD 83(1986)-  32 08 31.41782(N)    099 33 49.01128(W) AD(       ) 2
 CT1121  NAD 27      -  32 08 30.92660(N)    099 33 47.74010(W) AD(       ) 2
 CT1121
 CT1121.Superseded values are not recommended for survey control.
 CT1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1121.See file dsdata.txt to determine how the superseded data were derived.
 CT1121
 CT1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4684556321(NAD 83)
 CT1121_MARKER: DS = TRIANGULATION STATION DISK
 CT1121_SETTING: 66 = SET IN ROCK OUTCROP
 CT1121
 CT1121  HISTORY     - Date     Condition        Report By
 CT1121  HISTORY     - 1961     MONUMENTED       CGS
 CT1121  HISTORY     - 1961     GOOD             CGS
 CT1121
 CT1121                          STATION DESCRIPTION
 CT1121
 CT1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1121'THE STATION IS APPROXIMATELY 11 MILES EAST OF LAWN AND 1/2
 CT1121'MILE WEST OF THE VILLAGE OF OPLIN ON THE SOUTHEAST END OF
 CT1121'A FLAT TOP RIDGE, ON THE PROPERTY OF MR. ELLIS JOHNSON.
 CT1121'
 CT1121'TO REACH THE STATION FROM MC INTYRE GROCERY STORE IN OPLIN,
 CT1121'GO WEST ON GRAVEL ROAD, PASSING TO THE RIGHT OF THE OLD OPLIN
 CT1121'DRUG STORE ON THE LEFT AND A FEED STORE ON THE RIGHT FOR 0.1
 CT1121'MILE TO A FENCE CORNER ON THE RIGHT AND A WINDMILL IN THE
 CT1121'PASTURE LAND ABOUT 150 FEET NORTH OF THE ROAD AND THE END
 CT1121'OF TRUCK TRAVEL.  (CONTINUE WEST ON THE GRAVEL ROAD FOR 0.4
 CT1121'MILE TO THE JUNCTION WITH FARM ROAD 604.  CONTINUE STRAIGHT
 CT1121'AHEAD ON FARM ROAD 604 FOR 0.5 MILE TO THE AZIMUTH MARK ON
 CT1121'THE LEFT.) FROM HERE PACK NORTHERLY THROUGH PASTURE PASSING
 CT1121'TO THE RIGHT OF THE WINDMILL AND FOLLOW A FOOT TRAIL UP THE
 CT1121'EAST SLOPE OF THE RIDGE TO THE TOP OF THE RIDGE AND THE
 CT1121'STATION APPROXIMATELY 150 FEET NORTHWEST OF THE EAST END OF
 CT1121'THE RIDGE.
 CT1121'
 CT1121'STATION MARK, IS A STANDARD DISK STAMPED OPLIN 1961, IS CEMENTED
 CT1121'IN A DRILL HOLE IN A 1 FOOT BY 2 FOOT OUTCROPPING BEDROCK.
 CT1121'
 CT1121'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED OPLIN NO 1 1961,
 CT1121'IS CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 3 FOOT OUTCROPPING
 CT1121'BEDROCK.
 CT1121'
 CT1121'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED OPLIN NO 2 1961,
 CT1121'IS CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 3 FOOT OUTCROPPING
 CT1121'BEDROCK.
 CT1121'
 CT1121'AZIMUTH MARK IS A STANDARD DISK STAMPED OPLIN 1961, SET
 CT1121'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 50
 CT1121'FEET SOUTH OF THE CENTER LINE OF FARM ROAD 604, 2 FEET EAST
 CT1121'OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 CT1121'
 CT1121'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CT1121
 CT1121                          STATION RECOVERY (1961)
 CT1121
 CT1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1121'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CT1121'FOUND IN GOOD CONDITION.  THE TO REACH FOR THE STATION AND
 CT1121'THE AZIMUTH MARK IS ADEQUATE.  THE DIRECTION AND MEASUREMENTS
 CT1121'WERE CHECKED IN THE FIELD AND FOUND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0616 ***********************************************************************
 CT0616  DESIGNATION -  OPLIN AZ MK
 CT0616  PID         -  CT0616
 CT0616  STATE/COUNTY-  TX/CALLAHAN
 CT0616  USGS QUAD   -  OPLIN (1987)
 CT0616
 CT0616                         *CURRENT SURVEY CONTROL
 CT0616  ___________________________________________________________________
 CT0616* NAD 83(1986)-  32 08 28.     (N)    099 34 30.     (W)     SCALED    
 CT0616* NAVD 88     -       612.059  (meters)    2008.06   (feet)  POSTED    
 CT0616  ___________________________________________________________________
 CT0616  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CT0616  DYNAMIC HT  -         611.250 (meters)    2005.41  (feet)  COMP
 CT0616  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 CT0616
 CT0616  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0616
 CT0616.The horizontal coordinates were scaled from a topographic map and have
 CT0616.an estimated accuracy of +/- 6 seconds.
 CT0616
 CT0616.The orthometric height was determined by differential leveling
 CT0616.and adjusted by the National Geodetic Survey in 1992..
 CT0616.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0616.rate of 1.1 thru 2.0 mm/km.
 CT0616
 CT0616.The geoid height was determined by GEOID03.
 CT0616
 CT0616.The dynamic height is computed by dividing the NAVD 88
 CT0616.geopotential number by the normal gravity value computed on the
 CT0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0616.degrees latitude (g = 980.6199 gals.).
 CT0616
 CT0616.The modeled gravity was interpolated from observed gravity values.
 CT0616
 CT0616;                    North         East    Units  Estimated Accuracy
 CT0616;SPC TXNC     - 2,053,130.      498,580.      MT  (+/- 180 meters Scaled)
 CT0616
 CT0616                          SUPERSEDED SURVEY CONTROL
 CT0616
 CT0616  NGVD 29 (??/??/92)  611.912  (m)         2007.58   (f) ADJ UNCH    1 2
 CT0616
 CT0616.Superseded values are not recommended for survey control.
 CT0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0616.See file dsdata.txt to determine how the superseded data were derived.
 CT0616
 CT0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA457562(NAD 83)
 CT0616_MARKER: DZ = AZIMUTH MARK DISK
 CT0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0616_STAMPING: OPLIN 1961
 CT0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0616+STABILITY: SURFACE MOTION
 CT0616
 CT0616  HISTORY     - Date     Condition        Report By
 CT0616  HISTORY     - 1961     MONUMENTED       CGS
 CT0616  HISTORY     - 1967     GOOD             USGS
 CT0616
 CT0616                          STATION DESCRIPTION
 CT0616
 CT0616'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CT0616'10.35 MI E FROM LAWN.
 CT0616'10.35 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT
 CT0616'LAWN, 48 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 604, 2 FEET EAST OF
 CT0616'A METAL WITNESS POST WITH SIGN, 1 FOOT NORTH OF A FENCE, 1 FOOT BELOW
 CT0616'THE LEVEL OF THE ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 CT0616'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1297 ***********************************************************************
 DN1297  DESIGNATION -  OPOSSUM
 DN1297  PID         -  DN1297
 DN1297  STATE/COUNTY-  TX/COOKE
 DN1297  USGS QUAD   -  MUENSTER EAST (1978)
 DN1297
 DN1297                         *CURRENT SURVEY CONTROL
 DN1297  ___________________________________________________________________
 DN1297* NAD 83(1993)-  33 42 54.80213(N)    097 19 54.11790(W)     ADJUSTED  
 DN1297* NAVD 88     -       322.60   (+/-2cm)    1058.4    (feet)  VERTCON   
 DN1297  ___________________________________________________________________
 DN1297  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DN1297  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DN1297
 DN1297  HORZ ORDER  -  SECOND
 DN1297  VERT ORDER  -  THIRD ? (See Below)
 DN1297
 DN1297.The horizontal coordinates were established by classical geodetic methods
 DN1297.and adjusted by the National Geodetic Survey in February 1996..
 DN1297
 DN1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1297.The vertical order pertains to the NGVD 29 superseded value.
 DN1297
 DN1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1297
 DN1297.The geoid height was determined by GEOID03.
 DN1297
 DN1297;                    North         East     Units Scale Factor Converg.
 DN1297;SPC TXNC     - 2,227,772.516   708,283.263   MT  0.99993955   +0 38 13.9
 DN1297;SPC TXNC     - 7,308,950.33  2,323,759.34   sFT  0.99993955   +0 38 13.9
 DN1297;UTM  14      - 3,731,830.592   654,584.606   MT  0.99989460   +0 55 34.3
 DN1297
 DN1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1297!SPC TXNC     -   0.99995338  x   0.99993955  =   0.99989294
 DN1297!UTM  14      -   0.99995338  x   0.99989460  =   0.99984799
 DN1297
 DN1297|---------------------------------------------------------------------|
 DN1297| PID    Reference Object                     Distance      Geod. Az  |
 DN1297|                                                           dddmmss.s |
 DN1297| CY2721 OPOSSUM RM 1                         30.574 METERS 00936     |
 DN1297| CY2720 OPOSSUM AZ MK                                      0775706.8 |
 DN1297| DN1298 MUENSTER MUNICIPAL TANK             APPROX. 8.2 KM 2091415.8 |
 DN1297| DN1304 MUENSTER CATHOLIC CHURCH SPIRE      APPROX. 7.8 KM 2113236.1 |
 DN1297| CY2722 OPOSSUM RM 2                         22.783 METERS 26830     |
 DN1297|---------------------------------------------------------------------|
 DN1297
 DN1297                          SUPERSEDED SURVEY CONTROL
 DN1297
 DN1297  NAD 83(1993)-  33 42 54.80300(N)    097 19 54.11696(W) AD(       ) 2
 DN1297  NAD 83(1986)-  33 42 54.80801(N)    097 19 54.10694(W) AD(       ) 2
 DN1297  NAD 27      -  33 42 54.42660(N)    097 19 53.04070(W) AD(       ) 2
 DN1297  NGVD 29 (07/26/91)  322.53   (m)         1058.2    (f) LEVELING    3  
 DN1297
 DN1297.Superseded values are not recommended for survey control.
 DN1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1297.See file dsdata.txt to determine how the superseded data were derived.
 DN1297
 DN1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC5458531831(NAD 83)
 DN1297_MARKER: DS = TRIANGULATION STATION DISK
 DN1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1297
 DN1297  HISTORY     - Date     Condition        Report By
 DN1297  HISTORY     - 1955     MONUMENTED       CGS
 DN1297  HISTORY     - 1958     GOOD             USGS
 DN1297  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN1297
 DN1297                          STATION DESCRIPTION
 DN1297
 DN1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1297'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF LINDSAY,
 DN1297'5 MILES NORTHEAST OF MUENSTER AND AT THE HEAD OF WHAT IS LOCALLY
 DN1297'AS POSSUM HOLLOW.  IT IS 67.0 FEET NORTH OF THE NORTHWEST
 DN1297'CORNER OF A BARN, 49.0 FEET EAST OF THE CENTER OF A FARM
 DN1297'DRIVE, 19.0 FEET WEST OF A FENCE AND 18.0 FEET WEST OF A
 DN1297'WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 DN1297'AND THE DISK IS STAMPED OPOSSUM 1955.
 DN1297'
 DN1297'REFERENCE MARK NO. 1 IS ABOUT 1.5 FEET BELOW THE ELEVATION
 DN1297'OF THE STATION AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS
 DN1297'3 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 DN1297'STAMPED OPOSSUM NO 1 1955.
 DN1297'
 DN1297'REFERENCE MARK NO. 2 IS 25.0 FEET WEST OF THE CENTER OF A
 DN1297'FARM DRIVE AND 1.0 FOOT EAST OF A WOVEN WIRE FENCE.  IT IS
 DN1297'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 DN1297'STAMPED OPOSSUM NO 2 1955.
 DN1297'
 DN1297'THE AZIMUTH MARK IS 25.0 FEET EAST OF THE CENTER OF A GRAVELED
 DN1297'ROAD, 3.0 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT WEST OF
 DN1297'A FENCE.  IT PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 DN1297'GROUND AND THE DISK IS STAMPED OPOSSUM 1955.
 DN1297'
 DN1297'TO REACH THE STATION FROM THE POST OFFICE IN MUENSTER, GO
 DN1297'SOUTH ON THE MAIN STREET FOR TWO BLOCKS TO THE JUNCTION OF
 DN1297'U.S. HIGHWAY NO. 82 AND FARM ROAD NO. 373.  HERE GO EAST
 DN1297'ON U.S. HIGHWAY NO. 82 FOR 2.7 MILES TO A CROSSROAD, TURN
 DN1297'LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR 2.25 MILES
 DN1297'TO A T ROAD LEFT AND A BRIDGE DIRECTLY AHEAD.  HERE CONTINUE
 DN1297'NORTH AND NORTHWESTERLY ON A GRAVELED ROAD FOR 1.2 MILES TO
 DN1297'WHERE THE MAIN ROAD TURNS LEFT, TURN LEFT FOR 0.1 MILE PASSING
 DN1297'A CEMETERY ON THE RIGHT.  TURN RIGHT JUST AFTER PASSING THIS
 DN1297'CEMETERY AND GO NORTH ON A GRAVELED ROAD FOR 1.15 MILES TO
 DN1297'A T CROSSROAD, TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 DN1297'FOR 0.15 MILE TO A T ROAD LEFT AND A FARM DRIVE ON THE
 DN1297'RIGHT.  TURN RIGHT ON THE FARM DRIVE AND GO SOUTH FOR 0.15
 DN1297'MILE TO A POINT JUST NORTH OF THE BARN AND THE STATION
 DN1297'ON THE LEFT AS DESCRIBED.
 DN1297'
 DN1297'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DN1297'THE FARM DRIVE FOR 0.15 MILE TO THE MAIN ROAD, TURN RIGHT
 DN1297'AND GO EAST AND SOUTH ON A GRAVELED ROAD FOR 0.35 MILE AND
 DN1297'THE MARK ON THE LEFT AS DESCRIBED.
 DN1297'
 DN1297'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1297
 DN1297                          STATION RECOVERY (1958)
 DN1297
 DN1297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1297'RECOVERED BY USGS IN 1958.
 DN1297'
 DN1297'STATION MARK--A STANDARD USC AND GS TABLET IN A CONCRETE POST FLUSH
 DN1297'WITH THE GROUND AND STAMPED---OPOSSUM 1955---.
 DN1297
 DN1297                          STATION RECOVERY (1995)
 DN1297
 DN1297'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0372 ***********************************************************************
 AE0372  DESIGNATION -  ORANGE
 AE0372  PID         -  AE0372
 AE0372  STATE/COUNTY-  TX/HIDALGO
 AE0372  USGS QUAD   -  MISSION (1983)
 AE0372
 AE0372                         *CURRENT SURVEY CONTROL
 AE0372  ___________________________________________________________________
 AE0372* NAD 83(1993)-  26 12 39.37256(N)    098 19 43.35590(W)     ADJUSTED  
 AE0372* NAVD 88     -        37.294  (meters)     122.36   (feet)  ADJUSTED  
 AE0372  ___________________________________________________________________
 AE0372  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AE0372  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0372  DYNAMIC HT  -          37.232 (meters)     122.15  (feet)  COMP
 AE0372  MODELED GRAV-     978,991.7   (mgal)                       NAVD 88
 AE0372
 AE0372  HORZ ORDER  -  SECOND
 AE0372  VERT ORDER  -  FIRST     CLASS II
 AE0372
 AE0372.The horizontal coordinates were established by classical geodetic methods
 AE0372.and adjusted by the National Geodetic Survey in February 1996..
 AE0372
 AE0372.The orthometric height was determined by differential leveling
 AE0372.and adjusted by the National Geodetic Survey in June 1991..
 AE0372.WARNING-Repeat measurements at this control monument indicate possible
 AE0372.vertical movement.
 AE0372
 AE0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0372
 AE0372.The geoid height was determined by GEOID03.
 AE0372
 AE0372.The dynamic height is computed by dividing the NAVD 88
 AE0372.geopotential number by the normal gravity value computed on the
 AE0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0372.degrees latitude (g = 980.6199 gals.).
 AE0372
 AE0372.The modeled gravity was interpolated from observed gravity values.
 AE0372
 AE0372;                    North         East     Units Scale Factor Converg.
 AE0372;SPC TX S     - 5,060,313.863   317,118.233   MT  0.99998914   +0 04 40.0
 AE0372;SPC TX S     -16,602,046.40  1,040,412.07   sFT  0.99998914   +0 04 40.0
 AE0372;UTM  14      - 2,899,217.620   567,061.651   MT  0.99965553   +0 17 47.4
 AE0372
 AE0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0372!SPC TX S     -   0.99999790  x   0.99998914  =   0.99998704
 AE0372!UTM  14      -   0.99999790  x   0.99965553  =   0.99965343
 AE0372
 AE0372|---------------------------------------------------------------------|
 AE0372| PID    Reference Object                     Distance      Geod. Az  |
 AE0372|                                                           dddmmss.s |
 AE0372| AE0374 ORANGE RM 2                          44.861 METERS 00135     |
 AE0372| AE1523 MISSION OLD MUNICIPAL TANK          331.283 METERS 03447     |
 AE0372| AE1522 MISSION GUADALUPE CATH CH           180.039 METERS 05524     |
 AE0372| AE1493 MC ALLEN CENT L AND P CO TK         APPROX. 9.3 KM 0933753.0 |
 AE0372| AE0373 ORANGE RM 1                          43.812 METERS 09449     |
 AE0372| AE1491 PHARR MUNICIPAL TANK                APPROX.14.3 KM 1010315.6 |
 AE0372| AE0375 ORANGE AZ MK                                       1045835.4 |
 AE0372| AE1494 MC ALLEN HIDALGO WTR PLT STK        APPROX.11.2 KM 1141321.4 |
 AE0372| AE1547 HIDALGO N MUN TANK                  APPROX.13.4 KM 1482344.0 |
 AE0372| AE1543 HIDALGO CO WTR IMPROV PLT STK       APPROX.14.3 KM 1520556.2 |
 AE0372| AE1544 REYNOSA RAD STA XER NW MAST         APPROX.14.1 KM 1574101.1 |
 AE0372| AE1545 REYNOSA RAD STA XER SE MAST         APPROX.14.2 KM 1575023.7 |
 AE0372| AE1542 REYNOSA GUADALUPE CATH CH DOME      APPROX.14.1 KM 1583524.9 |
 AE0372| AE1519 MISSION EDINBURG WATER CO STK       APPROX. 5.4 KM 1841448.9 |
 AE0372| AE1516 MISSION UNITED IRRIG 1ST STK        APPROX. 5.0 KM 1863315.3 |
 AE0372| AE1515 MISSION UNITED IRRIG 2ND STK        279.301 METERS 30241     |
 AE0372| AE1520 MISSION UNITED IRRIG 3RD STK        APPROX. 4.2 KM 3542912.1 |
 AE0372|---------------------------------------------------------------------|
 AE0372
 AE0372                          SUPERSEDED SURVEY CONTROL
 AE0372
 AE0372  NAD 83(1986)-  26 12 39.37818(N)    098 19 43.32041(W) AD(       ) 2
 AE0372  NAD 27      -  26 12 38.11427(N)    098 19 42.26361(W) AD(       ) 2
 AE0372  NGVD 29 (??/??/92)   37.377  (m)          122.63   (f) ADJ UNCH    1 2
 AE0372
 AE0372.Superseded values are not recommended for survey control.
 AE0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0372.See file dsdata.txt to determine how the superseded data were derived.
 AE0372
 AE0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6706299218(NAD 83)
 AE0372_MARKER: DS = TRIANGULATION STATION DISK
 AE0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0372_SP_SET: CONCRETE MASS
 AE0372_STAMPING: ORANGE 1935
 AE0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0372
 AE0372  HISTORY     - Date     Condition        Report By
 AE0372  HISTORY     - 1935     MONUMENTED       CGS
 AE0372  HISTORY     - 1937     GOOD             TXHD
 AE0372  HISTORY     - 1942     SEE DESCRIPTION  CGS
 AE0372  HISTORY     - 1942     GOOD             NGS
 AE0372  HISTORY     - 1943     GOOD             CGS
 AE0372  HISTORY     - 1949     MARK NOT FOUND   CGS
 AE0372  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0372  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0372  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0372
 AE0372                          STATION DESCRIPTION
 AE0372
 AE0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE0372'STATION IS LOCATED IN THE SW CORNER OF THE MUNICIPAL WATER
 AE0372'PLANT LOT IN THE CITY OF MISSION, 24 FEET E OF W FENCE, 13
 AE0372'FEET N OF S FENCE, ABOUT 40 FEET S OF SW CORNER OF EARTH
 AE0372'COVERED CLEAR WELL.
 AE0372'
 AE0372'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE0372'BRONZE DISKS SET IN CONCRETE.
 AE0372'
 AE0372'REFERENCE MARK NO. 1 IS LOCATED E OF STATION, 22 FEET N OF
 AE0372'SE CORNER OF CITY PROPERTY.
 AE0372'
 AE0372'REFERENCE MARK NO. 2 IS LOCATED N OF STATION, 8.5 FEET SW OF
 AE0372'SW CORNER OF PUMPHOUSE.
 AE0372'
 AE0372'AZIMUTH MARK IS LOCATED 2 BLOCKS E OF STATION, 54 FEET W
 AE0372'OF CENTER LINE OF LOMITA STREET, 26 FEET S OF CENTER LINE OF
 AE0372'W 5TH STREET.  TO REACH FROM STATION GO E ON W 5TH STREET FOR
 AE0372'2 BLOCKS TO MARK ON S SIDE OF STREETS.
 AE0372'
 AE0372'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 AE0372
 AE0372                          STATION RECOVERY (1937)
 AE0372
 AE0372'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AE0372'STATION AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.  NO
 AE0372'EFFORT MADE TO RECOVER REFERENCE MARKS.  DESCRIPTION GOOD.
 AE0372
 AE0372                          STATION RECOVERY (1942)
 AE0372
 AE0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AE0372'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AE0372'CONDITION.
 AE0372'
 AE0372'STATION IS IN THE SW CORNER OF THE MUNICIPAL WATER PLANT LOT,
 AE0372'156 FEET S OF THE S WALL OF PUMP HOUSE, 23.4 FEET E OF THE
 AE0372'W FENCE, 13.4 FEET N OF S FENCE.  IT IS STAMPED ORANGE 1935.
 AE0372'THE TOP OF THE MONUMENT IS ABOUT 0.2 FOOT BELOW THE SURFACE
 AE0372'OF THE GROUND.
 AE0372'
 AE0372'REFERENCE MARK NO. 1 IS 143.8 FEET EASTERLY FROM THE STATION,
 AE0372'28.7 FEET N OF THE S RIGHT-OF-WAY LINE, 4.4 FEET W OF THE W
 AE0372'WALL OF TWO-STORY STUCCO HOUSE, 1 FOOT E OF THE E RIGHT-OF-WAY
 AE0372'LINE.  IT IS STAMPED ORANGE NO. 1 1935. THE
 AE0372'MONUMENT PROJECTS ABOUT 0.9 FOOT.
 AE0372'
 AE0372'REFERENCE MARK NO. 2 IS IN THE NW CORNER OF THE LOT, 147.2
 AE0372'FEET N OF THE STATION, 9.6 FEET E OF THE W FENCE, 9.0 FEET
 AE0372'SW OF THE SW CORNER OF THE PUMP HOUSE.  IT IS STAMPED ORANGE
 AE0372'NO. 2 1935.  THE MONUMENT PROJECTS 0.3 FOOT.
 AE0372'
 AE0372'AZIMUTH MARK IS 2 BLOCKS E OF THE STATION IN THE SW ANGLE
 AE0372'OF INTERSECTION OF LOMITA AVENUE AND WEST 5TH STREET, 57.7
 AE0372'FEET W OF THE CENTER LINE OF LOMITA AVENUE, 29.5 FEET S OF
 AE0372'THE CENTER LINE OF WEST 5TH STREET, 1.2 FEET N OF THE N
 AE0372'SIDE OF FRAME BUILDING USED AS A GASOLINE STATION AND GARAGE
 AE0372'IN 1942.  IT IS STAMPED ORANGE AZI 1935.  THE MONUMENT PROJECTS
 AE0372'0.1 FOOT.
 AE0372
 AE0372                          STATION RECOVERY (1942)
 AE0372
 AE0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AE0372'IN MISSION.
 AE0372'TRIANGULATION STATION IS IN THE SOUTHWEST CORNER OF THE MUNICIPAL
 AE0372'WATER PLANT LOT IN THE CITY OF MISSION.  IT IS 52.0 YARDS SOUTH OF THE
 AE0372'SOUTH WALL OF THE MUNICIPAL WATER PLANT PUMP HOUSE, 23.4 FEET EAST OF
 AE0372'THE WEST FENCE, 13.5 FEET NORTH OF THE SOUTH FENCE.  STATION IS ABOUT
 AE0372'0.2 FOOT BELOW THE SURFACE OF THE GROUND.  NOTE-- STATION IS 147.2
 AE0372'FEET SOUTH OF REFERENCE MARK NO. 2, 143.8 FEET WEST OF REFERENCE MARK
 AE0372'NO. 1.
 AE0372
 AE0372                          STATION RECOVERY (1943)
 AE0372
 AE0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0372'TRIANGULATION STATION IS AT THE SOUTHWEST CORNER OF THE MUNICIPAL
 AE0372'WATER PUMPING PLANT LOT, ABOUT 156.0 FEET SOUTH OF THE SOUTH WALL OF
 AE0372'THE PUMP-HOUSE, 23.4 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND
 AE0372'13.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE. A TRIANGULATION
 AE0372'STATION DISK SET IN CONCRETE POST 0.2 FOOT BELOW THE SURFACE OF THE
 AE0372'GROUND.
 AE0372
 AE0372                          STATION RECOVERY (1949)
 AE0372
 AE0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (TWB)
 AE0372'UNABLE TO LOCATE STATION OR REFERENCE MARKS.  DUE TO DREDGING
 AE0372'AND RECONSTRUCTION MARKS EITHER DESTROYED OR COVERED UP BY
 AE0372'SEVERAL FEET OF EARTH.  PROPERTY NO LONGER SERVES AS TANK
 AE0372'SITE OR PUMPHOUSE.  NOW A FAIR SIZED EARTH RESERVOIR.
 AE0372
 AE0372                          STATION RECOVERY (1981)
 AE0372
 AE0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0372'MARK NOT RECOVERED. A NEW WATER SYSTEM ERECTED IN DESCRIBED LOCATION.
 AE0372
 AE0372                          STATION RECOVERY (1987)
 AE0372
 AE0372'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0372'MARK NOT FOUND.
 AE0372
 AE0372                          STATION RECOVERY (1992)
 AE0372
 AE0372'RECOVERY NOTE BY US POWER SQUADRON 1992 (GES)
 AE0372'SEARCHED FOR, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1751 ***********************************************************************
 BK1751  DESIGNATION -  ORANGE
 BK1751  PID         -  BK1751
 BK1751  STATE/COUNTY-  TX/ORANGE
 BK1751  USGS QUAD   -  ORANGE (1996)
 BK1751
 BK1751                         *CURRENT SURVEY CONTROL
 BK1751  ___________________________________________________________________
 BK1751* NAD 83(1993)-  30 05 21.41589(N)    093 44 13.20988(W)     ADJUSTED  
 BK1751* NAVD 88     -         2.134  (meters)       7.00   (feet)  ADJUSTED  
 BK1751  ___________________________________________________________________
 BK1751  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BK1751  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK1751  DYNAMIC HT  -           2.131 (meters)       6.99  (feet)  COMP
 BK1751  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 BK1751
 BK1751  HORZ ORDER  -  FIRST
 BK1751  VERT ORDER  -  FIRST     CLASS II
 BK1751
 BK1751.The horizontal coordinates were established by classical geodetic methods
 BK1751.and adjusted by the National Geodetic Survey in February 1996..
 BK1751
 BK1751.The orthometric height was determined by differential leveling
 BK1751.and adjusted by the National Geodetic Survey in June 1991..
 BK1751
 BK1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1751
 BK1751.The geoid height was determined by GEOID03.
 BK1751
 BK1751.The dynamic height is computed by dividing the NAVD 88
 BK1751.geopotential number by the normal gravity value computed on the
 BK1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1751.degrees latitude (g = 980.6199 gals.).
 BK1751
 BK1751.The modeled gravity was interpolated from observed gravity values.
 BK1751
 BK1751;                    North         East     Units Scale Factor Converg.
 BK1751;SPC TX C     - 3,065,698.407 1,335,517.045   MT  1.00000742   +3 23 51.0
 BK1751;SPC TX C     -10,058,045.52  4,381,608.84   sFT  1.00000742   +3 23 51.0
 BK1751;SPC TXSC     - 4,261,438.999 1,107,155.117   MT  0.99994971   +2 34 42.3
 BK1751;SPC TXSC     -13,981,071.12  3,632,391.41   sFT  0.99994971   +2 34 42.3
 BK1751;SPC LA S     -   178,592.898   768,320.686   MT  0.99992693   -1 12 06.7
 BK1751;SPC LA S     -   585,933.53  2,520,732.12   sFT  0.99992693   -1 12 06.7
 BK1751;UTM  15      - 3,328,907.617   428,980.525   MT  0.99966223   -0 22 10.2
 BK1751
 BK1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1751!SPC TX C     -   1.00000397  x   1.00000742  =   1.00001139
 BK1751!SPC TXSC     -   1.00000397  x   0.99994971  =   0.99995368
 BK1751!SPC LA S     -   1.00000397  x   0.99992693  =   0.99993090
 BK1751!UTM  15      -   1.00000397  x   0.99966223  =   0.99966620
 BK1751
 BK1751:                Primary Azimuth Mark                     Grid Az
 BK1751:SPC TX C     -  ORANGE GULF ST UTIL CO SPIPE             071 15 07.1
 BK1751:SPC TXSC     -  ORANGE GULF ST UTIL CO SPIPE             072 04 15.8
 BK1751:SPC LA S     -  ORANGE GULF ST UTIL CO SPIPE             075 51 04.8
 BK1751:UTM  15      -  ORANGE GULF ST UTIL CO SPIPE             075 01 08.3
 BK1751
 BK1751|---------------------------------------------------------------------|
 BK1751| PID    Reference Object                     Distance      Geod. Az  |
 BK1751|                                                           dddmmss.s |
 BK1751| BK3209 ORANGE GULF ST UTIL CO SPIPE        APPROX. 0.7 KM 0743858.1 |
 BK1751| BK3206 ORANGE GULF STATES UTIL W STK       APPROX. 0.7 KM 0761815.8 |
 BK1751| BK3205 ORANGE GULF STATES UTIL E STK       APPROX. 0.7 KM 0775255.2 |
 BK1751| BK3215 ORANGE RICE MILL TANK               190.562 METERS 12436     |
 BK1751| CV8960 ORANGE RM 1                          48.805 METERS 21147     |
 BK1751| BK3204 ORANGE CANNING PLANT TANK           APPROX. 1.3 KM 2510315.9 |
 BK1751| BK3221 ORANGE SABINE PACKING CO TANK       APPROX. 6.9 KM 2631301.1 |
 BK1751| BK3203 ORANGE YELLOW PINE PAPER TK         APPROX. 0.8 KM 2654343.3 |
 BK1751| CV8961 ORANGE RM 2                                        32113     |
 BK1751| BK3214 ORANGE PRESB CH DOME PINNACLE       475.572 METERS 3463848.8 |
 BK1751|---------------------------------------------------------------------|
 BK1751
 BK1751                          SUPERSEDED SURVEY CONTROL
 BK1751
 BK1751  NAD 83(1993)-  30 05 21.41571(N)    093 44 13.20983(W) AD(       ) 1
 BK1751  NAD 83(1986)-  30 05 21.43243(N)    093 44 13.19621(W) AD(       ) 1
 BK1751  NAD 27      -  30 05 20.67600(N)    093 44 12.60100(W) AD(       ) 1
 BK1751  NGVD 29 (??/??/??)    2.081  (m)            6.83   (f) ADJUSTED    1 2
 BK1751
 BK1751.Superseded values are not recommended for survey control.
 BK1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1751.See file dsdata.txt to determine how the superseded data were derived.
 BK1751
 BK1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2898128908(NAD 83)
 BK1751_MARKER: DS = TRIANGULATION STATION DISK
 BK1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1751_STAMPING: ORANGE 1931
 BK1751_MARK LOGO: CGS   
 BK1751_PROJECTION: RECESSED 3 CENTIMETERS
 BK1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1751+STABILITY: SURFACE MOTION
 BK1751
 BK1751  HISTORY     - Date     Condition        Report By
 BK1751  HISTORY     - 1931     MONUMENTED       CGS
 BK1751  HISTORY     - 1947     SEE DESCRIPTION  CGS
 BK1751  HISTORY     - 1949     GOOD             TXHD
 BK1751  HISTORY     - 1955     GOOD             CGS
 BK1751  HISTORY     - 1972     MARK NOT FOUND   NGS
 BK1751  HISTORY     - 1972     MARK NOT FOUND   NGS
 BK1751  HISTORY     - 1981     GOOD             NGS
 BK1751  HISTORY     - 19850608 GOOD             USPSQD
 BK1751  HISTORY     - 1988     GOOD             USPSQD
 BK1751  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1751  HISTORY     - 1988     GOOD             USPSQD
 BK1751  HISTORY     - 19960427 GOOD             USPSQD
 BK1751  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1751  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1751  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 BK1751
 BK1751                          STATION DESCRIPTION
 BK1751
 BK1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK1751'IN CITY OF ORANGE, IN COURTHOUSE GROUNDS 51.60 FEET N OF NW
 BK1751'CORNER OF JAIL, 63.15 FEET NW OF NE CORNER OF JAIL, AND 43.9
 BK1751'FEET E OF CURBING ON E SIDE OF BORDER STREET.
 BK1751'
 BK1751'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 BK1751'SET IN CONCRETE.
 BK1751'
 BK1751'SURFACE MARK IS FLUSH WITH GROUND.
 BK1751'
 BK1751'REFERENCE MARK NO. 1 IS IN CORNER OF SIDEWALK AT NW CORNER OF
 BK1751'INTERSECTION OF BORDER AND HENDERSON STREETS, 3.24 FEET W OF
 BK1751'E EDGE OF W CURB OF BORDER STREET AND 11.8 FEET SE OF SE
 BK1751'CORNER OF HOUSE NO. 118 BORDER STREET, AND 160.12 FEET FROM
 BK1751'STATION S 31 DEG 47 MIN W.  IT PROJECTS 2 INCHES ABOVE
 BK1751'SIDEWALK.
 BK1751'
 BK1751'REFERENCE MARK NO. 2 IS FLUSH WITH SURFACE ON E SIDE OF CEMENT
 BK1751'WALK IN FRONT OF NO. 203 NINTH STREET, 25 FEET W OF CENTER LINE
 BK1751'OF STREET, 39.87 FEET SE OF NE CORNER OF THAT HOUSE, 31.27
 BK1751'FEET E OF SE CORNER OF SAME HOUSE, AND APPROXIMATELY 0.15 MILE
 BK1751'FROM STATION, N 38 DEG 47 MIN W.
 BK1751
 BK1751                          STATION RECOVERY (1947)
 BK1751
 BK1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK1751'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH ONE ADDITION--
 BK1751'
 BK1751'STATION IS NOW LOCATED FLUSH WITH AND IN THE MACADAM ROAD N
 BK1751'OF THE JAIL.
 BK1751'
 BK1751'STATION MARK AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 BK1751'REFERENCE MARK 2 IS DESTROYED DUE TO ROAD CONSTRUCTION.
 BK1751
 BK1751                          STATION RECOVERY (1949)
 BK1751
 BK1751'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949
 BK1751'LETTER OF MR. C.H. BROWN, SR., RESIDENT ENGR., TEXAS HIGHWAY
 BK1751'DEPARTMENT, ORANGE, TEXAS DATED FEB. 23, 1949--
 BK1751'
 BK1751'REFERENCE MARK NO. 1 HAS BEEN DESTROYED DUE TO THE WIDENING AND
 BK1751'SURFACING OF THE HIGHWAY IN THE CITY OF ORANGE.  A NEW REFERENCE
 BK1751'MARK WAS SET.
 BK1751'
 BK1751'REFERENCE MARK DISK STAMPED ORANGE NO. 1 1931 WAS RECEIVED AT
 BK1751'THIS OFFICE 5/25/49.
 BK1751
 BK1751                          STATION RECOVERY (1955)
 BK1751
 BK1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 BK1751'AT ORANGE, 51.4 FT. N OF THE NW CORNER OF THE COUNTY JAIL, 66 FT.
 BK1751'E OF THE CENTERLINE OF BORDER STREET, 12.3 FT. S OF THE N CURB
 BK1751'OF AN OILED DRIVEWAY, A TRIANGULATION-STATION DISK, SET IN THE
 BK1751'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND,
 BK1751'AND STAMPED ORANGE 1931.
 BK1751'
 BK1751'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 BK1751'
 BK1751'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 BK1751
 BK1751                          STATION RECOVERY (1972)
 BK1751
 BK1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BK1751'SEARCHED FOR BUT NOT RECOVERED IN OCTOBER 1972.  THE DESCRIBED
 BK1751'AREA HAS BEEN BLACK-TOPPED.  MARK MAY BE IN TACT BUT YOU WOULD
 BK1751'HAVE TO RESURFACE DAMAGED AREA AFTER PROBING.
 BK1751
 BK1751                          STATION RECOVERY (1972)
 BK1751
 BK1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BK1751'IN ORANGE.
 BK1751'AT ORANGE, 51.4 FEET NORTH OF THE NORTHWEST CORNER OF THE COUNTY JAIL,
 BK1751'66 FEET EAST OF THE CENTER LINE OF BORDER STREET, 12.3 FEET SOUTH OF
 BK1751'THE NORTH CURB OF AN OILED DRIVEWAY, SET IN THE TOP OF A CONCRETE POST
 BK1751'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BK1751
 BK1751                          STATION RECOVERY (1981)
 BK1751
 BK1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1751'IN ORANGE, AT THE COUNTY JAIL ON BORDER STREET, DIRECTLY NORTHEAST AND
 BK1751'ACROSS BORDER STREET FROM THE JUNCTION OF HENDERSON STREET, THE MARK
 BK1751'IS FLUSH WITH THE ASPHALT PARKING LOT OF THE COUNTY COURTHOUSE,
 BK1751'20.11 METERS (66.0 FEET) EAST OF THE CENTERLINE OF BORDER STREET,
 BK1751'16.60 METERS (54.5 FEET) NORTH OF THE NORTHWEST CORNER OF THE COUNTY
 BK1751'JAIL, 3.74 METERS (12.3 FEET) SOUTH OF THE SOUTH CURB OF THE SIDEWALK
 BK1751'FOR THE COURTHOUSE.
 BK1751'THE MARK IS ABOVE LEVEL WITH ASPHALT.
 BK1751
 BK1751                          STATION RECOVERY (1985)
 BK1751
 BK1751'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJB)
 BK1751'RECOVERED IN GOOD CONDITION.
 BK1751
 BK1751                          STATION RECOVERY (1988)
 BK1751
 BK1751'RECOVERY NOTE BY US POWER SQUADRON 1988 (WH)
 BK1751'RECOVERED IN GOOD CONDITION.
 BK1751
 BK1751                          STATION RECOVERY (1988)
 BK1751
 BK1751'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBW)
 BK1751'MARK NOT FOUND.
 BK1751
 BK1751                          STATION RECOVERY (1988)
 BK1751
 BK1751'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1751'RECOVERED IN GOOD CONDITION.
 BK1751
 BK1751                          STATION RECOVERY (1996)
 BK1751
 BK1751'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1751'RECOVERED IN GOOD CONDITION.
 BK1751
 BK1751                          STATION RECOVERY (2001)
 BK1751
 BK1751'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1751'MARK NOT FOUND.
 BK1751
 BK1751                          STATION RECOVERY (2002)
 BK1751
 BK1751'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK1751'MARK NOT FOUND.
 BK1751
 BK1751                          STATION RECOVERY (2004)
 BK1751
 BK1751'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BK1751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0375 ***********************************************************************
 AE0375  DESIGNATION -  ORANGE AZ MK
 AE0375  PID         -  AE0375
 AE0375  STATE/COUNTY-  TX/HIDALGO
 AE0375  USGS QUAD   -  MISSION (1983)
 AE0375
 AE0375                         *CURRENT SURVEY CONTROL
 AE0375  ___________________________________________________________________
 AE0375* NAD 83(1986)-  26 12 37.     (N)    098 19 36.     (W)     SCALED    
 AE0375* NAVD 88     -        36.932  (meters)     121.17   (feet)  ADJUSTED  
 AE0375  ___________________________________________________________________
 AE0375  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0375  DYNAMIC HT  -          36.870 (meters)     120.96  (feet)  COMP
 AE0375  MODELED GRAV-     978,991.6   (mgal)                       NAVD 88
 AE0375
 AE0375  VERT ORDER  -  FIRST     CLASS II
 AE0375
 AE0375.The horizontal coordinates were scaled from a topographic map and have
 AE0375.an estimated accuracy of +/- 6 seconds.
 AE0375
 AE0375.The orthometric height was determined by differential leveling
 AE0375.and adjusted by the National Geodetic Survey in June 1991..
 AE0375
 AE0375.The geoid height was determined by GEOID03.
 AE0375
 AE0375.The dynamic height is computed by dividing the NAVD 88
 AE0375.geopotential number by the normal gravity value computed on the
 AE0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0375.degrees latitude (g = 980.6199 gals.).
 AE0375
 AE0375.The modeled gravity was interpolated from observed gravity values.
 AE0375
 AE0375;                    North         East    Units  Estimated Accuracy
 AE0375;SPC TX S     - 5,060,240.      317,320.      MT  (+/- 180 meters Scaled)
 AE0375
 AE0375                          SUPERSEDED SURVEY CONTROL
 AE0375
 AE0375  NGVD 29 (??/??/92)   37.014  (m)          121.44   (f) ADJ UNCH    1 2
 AE0375
 AE0375.Superseded values are not recommended for survey control.
 AE0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0375.See file dsdata.txt to determine how the superseded data were derived.
 AE0375
 AE0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP672991(NAD 83)
 AE0375_MARKER: DZ = AZIMUTH MARK DISK
 AE0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0375_STAMPING: ORANGE AZI 1935
 AE0375_MARK LOGO: CGS   
 AE0375_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0375+STABILITY: SURFACE MOTION
 AE0375
 AE0375  HISTORY     - Date     Condition        Report By
 AE0375  HISTORY     - 1935     MONUMENTED       CGS
 AE0375  HISTORY     - 1942     GOOD             NGS
 AE0375  HISTORY     - 1943     GOOD             CGS
 AE0375  HISTORY     - 1981     GOOD             NGS
 AE0375  HISTORY     - 1987     GOOD             USPSQD
 AE0375  HISTORY     - 19930226 GOOD             USPSQD
 AE0375
 AE0375                          STATION DESCRIPTION
 AE0375
 AE0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0375'IN MISSION.
 AE0375'AZIMUTH STATION IS 2.0 BLOCKS EAST ALONG WEST 5TH STREET FROM
 AE0375'TRIANGULATION STATION ORANGE AND IN THE SOUTHWEST ANGLE OF THE
 AE0375'INTERSECTION OF LOMITA AVENUE AND WEST 5TH STREET.  IT IS 57.7 FEET
 AE0375'WEST OF THE CENTERLINE OF LOMITA AVENUE, 29.5 FEET SOUTH OF THE
 AE0375'CENTERLINE OF WEST 5TH STREET, 1.2 FOOT NORTH OF THE NORTH WALL OF A
 AE0375'FRAME BUILDING OCCUPIED BY A FILLING STATION AND GARAGE.  MONUMENT
 AE0375'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AE0375
 AE0375                          STATION RECOVERY (1943)
 AE0375
 AE0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0375'AZIMUTH MARK IS ABOUT 2 BLOCKS EAST OF THE CITY PUMPING PLANT, AT THE
 AE0375'SOUTHWEST CORNER OF THE INTERSECTION OF WEST 5TH STREET AND CONWAY
 AE0375'BOULEVARD, 58.0 FEET WEST OF THE CENTERLINE OF CONWAY BOULEVARD
 AE0375'(FORMERLY KNOWN AS LOMITA AVE.), 29.5 FEET SOUTH OF THE CENTERLINE OF
 AE0375'W. 5 TH STREET, AND 1.2 FEET NORTH OF THE NORTH SIDE OF A FRAME
 AE0375'BUILDING. AN AZIMUTH MARK DISK SET IN CONCRETE POST PROJECTING ABOUT
 AE0375'0.1 FOOT.
 AE0375
 AE0375                          STATION RECOVERY (1981)
 AE0375
 AE0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0375'RECOVERED THIS DATE, NOT LEVELED TO THIS DATE DUE TO OVERHEAD
 AE0375'OBSTRUCTION.
 AE0375
 AE0375                          STATION RECOVERY (1987)
 AE0375
 AE0375'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0375'RECOVERED IN GOOD CONDITION.
 AE0375
 AE0375                          STATION RECOVERY (1993)
 AE0375
 AE0375'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AE0375'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3204 ***********************************************************************
 BK3204  DESIGNATION -  ORANGE CANNING PLANT TANK
 BK3204  PID         -  BK3204
 BK3204  STATE/COUNTY-  TX/ORANGE
 BK3204  USGS QUAD   -  ORANGE (1996)
 BK3204
 BK3204                         *CURRENT SURVEY CONTROL
 BK3204  ___________________________________________________________________
 BK3204* NAD 83(1993)-  30 05 07.39662(N)    093 45 00.16479(W)     ADJUSTED  
 BK3204* NAVD 88     -                                                        
 BK3204  ___________________________________________________________________
 BK3204  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BK3204  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK3204
 BK3204  HORZ ORDER  -  THIRD
 BK3204
 BK3204.The horizontal coordinates were established by classical geodetic methods
 BK3204.and adjusted by the National Geodetic Survey in February 1996..
 BK3204
 BK3204
 BK3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3204
 BK3204.The geoid height was determined by GEOID03.
 BK3204
 BK3204;                    North         East     Units Scale Factor Converg.
 BK3204;SPC TX C     - 3,065,193.027 1,334,287.428   MT  1.00000850   +3 23 26.8
 BK3204;SPC TX C     -10,056,387.46  4,377,574.67   sFT  1.00000850   +3 23 26.8
 BK3204;SPC TXSC     - 4,260,951.273 1,105,918.476   MT  0.99994881   +2 34 19.3
 BK3204;SPC TXSC     -13,979,470.97  3,628,334.20   sFT  0.99994881   +2 34 19.3
 BK3204;SPC LA S     -   178,187.776   767,054.607   MT  0.99992683   -1 12 30.2
 BK3204;SPC LA S     -   584,604.40  2,516,578.32   sFT  0.99992683   -1 12 30.2
 BK3204;UTM  15      - 3,328,484.257   427,720.797   MT  0.99966445   -0 22 33.6
 BK3204
 BK3204                          SUPERSEDED SURVEY CONTROL
 BK3204
 BK3204  NAD 83(1993)-  30 05 07.39642(N)    093 45 00.16476(W) AD(       ) 4
 BK3204  NAD 83(1986)-  30 05 07.41354(N)    093 45 00.15028(W) AD(       ) 4
 BK3204  NAD 27      -  30 05 06.65606(N)    093 44 59.55336(W) AD(       ) 3
 BK3204
 BK3204.Superseded values are not recommended for survey control.
 BK3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3204.See file dsdata.txt to determine how the superseded data were derived.
 BK3204
 BK3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2772128484(NAD 83)
 BK3204_MARKER: 53 = ELEVATED TANK
 BK3204
 BK3204  HISTORY     - Date     Condition        Report By
 BK3204  HISTORY     - 1933     FIRST OBSERVED   CGS
 BK3204  HISTORY     - 1947     GOOD             CGS
 BK3204  HISTORY     - 19850608 MARK NOT FOUND   USPSQD
 BK3204  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK3204
 BK3204                          STATION DESCRIPTION
 BK3204
 BK3204'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BK3204'STATION IS APEX OF TOP OF BLACK STEEL WATER TANK APPROXIMATELY
 BK3204'180 FEET TALL, LOCATED AT THE ORANGE PRODUCTS COMPANY W OF
 BK3204'ORANGE ON THE O. AND N.W. RAILROAD.
 BK3204
 BK3204                          STATION RECOVERY (1947)
 BK3204
 BK3204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3204'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 BK3204
 BK3204                          STATION RECOVERY (1985)
 BK3204
 BK3204'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJB)
 BK3204'MARK NOT FOUND.
 BK3204
 BK3204                          STATION RECOVERY (2004)
 BK3204
 BK3204'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK3204'PLANT TANK HAS BEEN REMOVED. MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1607 ***********************************************************************
 AH1607  DESIGNATION -  ORANGE GROVE MUNICIPAL TANK
 AH1607  PID         -  AH1607
 AH1607  STATE/COUNTY-  TX/JIM WELLS
 AH1607  USGS QUAD   -  ORANGE GROVE (1979)
 AH1607
 AH1607                         *CURRENT SURVEY CONTROL
 AH1607  ___________________________________________________________________
 AH1607* NAD 83(1993)-  27 57 26.26181(N)    097 56 25.38630(W)     ADJUSTED  
 AH1607* NAVD 88     -                                                        
 AH1607  ___________________________________________________________________
 AH1607  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AH1607  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH1607
 AH1607  HORZ ORDER  -  THIRD
 AH1607
 AH1607.The horizontal coordinates were established by classical geodetic methods
 AH1607.and adjusted by the National Geodetic Survey in February 1996..
 AH1607
 AH1607
 AH1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1607
 AH1607.The geoid height was determined by GEOID03.
 AH1607
 AH1607;                    North         East     Units Scale Factor Converg.
 AH1607;SPC TX S     - 5,253,916.672   355,068.131   MT  1.00003373   +0 15 14.6
 AH1607;SPC TX S     -17,237,224.95  1,164,919.36   sFT  1.00003373   +0 15 14.6
 AH1607;SPC TXSC     - 4,014,211.980   704,280.926   MT  1.00014952   +0 31 08.8
 AH1607;SPC TXSC     -13,169,960.47  2,310,628.34   sFT  1.00014952   +0 31 08.8
 AH1607;UTM  14      - 3,092,923.598   604,228.410   MT  0.99973408   +0 29 48.5
 AH1607
 AH1607                          SUPERSEDED SURVEY CONTROL
 AH1607
 AH1607  NAD 83(1986)-  27 57 26.26879(N)    097 56 25.36575(W) AD(       ) 4
 AH1607  NAD 27      -  27 57 25.19900(N)    097 56 24.36800(W) AD(       ) 3
 AH1607
 AH1607.Superseded values are not recommended for survey control.
 AH1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1607.See file dsdata.txt to determine how the superseded data were derived.
 AH1607
 AH1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0422892924(NAD 83)
 AH1607_MARKER: 53 = ELEVATED TANK
 AH1607
 AH1607  HISTORY     - Date     Condition        Report By
 AH1607  HISTORY     - 1953     FIRST OBSERVED   CGS
 AH1607
 AH1607                          STATION DESCRIPTION
 AH1607
 AH1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1607'THE STATION IS LOCATED IN THE CENTRAL PART OF ORANGE GROVE,
 AH1607'0.1 MILE OR ONE BLOCK SOUTH OF THE JUNCTION OF FARM ROADS
 AH1607'738 AND 624.
 AH1607'
 AH1607'THE STATION IS A METAL TANK MOUNTED ATOP A FOUR LEGGED TOWER.
 AH1607'THE TOP OF THE STRUCTURE IS APPROXIMATELY 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3209 ***********************************************************************
 BK3209  DESIGNATION -  ORANGE GULF ST UTIL CO SPIPE
 BK3209  PID         -  BK3209
 BK3209  STATE/COUNTY-  TX/ORANGE
 BK3209  USGS QUAD   -  ORANGE (1996)
 BK3209
 BK3209                         *CURRENT SURVEY CONTROL
 BK3209  ___________________________________________________________________
 BK3209* NAD 83(1993)-  30 05 27.69544(N)    093 43 46.90160(W)     ADJUSTED  
 BK3209* NAVD 88     -                                                        
 BK3209  ___________________________________________________________________
 BK3209  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK3209  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK3209
 BK3209  HORZ ORDER  -  THIRD
 BK3209
 BK3209.The horizontal coordinates were established by classical geodetic methods
 BK3209.and adjusted by the National Geodetic Survey in February 1996..
 BK3209
 BK3209
 BK3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3209
 BK3209.The geoid height was determined by GEOID03.
 BK3209
 BK3209;                    North         East     Units Scale Factor Converg.
 BK3209;SPC TX C     - 3,065,933.205 1,336,208.814   MT  1.00000694   +3 24 04.5
 BK3209;SPC TX C     -10,058,815.86  4,383,878.42   sFT  1.00000694   +3 24 04.5
 BK3209;SPC TXSC     - 4,261,663.870 1,107,850.133   MT  0.99995011   +2 34 55.2
 BK3209;SPC TXSC     -13,981,808.88  3,634,671.64   sFT  0.99995011   +2 34 55.2
 BK3209;SPC LA S     -   178,771.454   769,028.999   MT  0.99992698   -1 11 53.6
 BK3209;SPC LA S     -   586,519.35  2,523,055.97   sFT  0.99992698   -1 11 53.6
 BK3209;UTM  15      - 3,329,096.393   429,685.982   MT  0.99966100   -0 21 57.1
 BK3209
 BK3209                          SUPERSEDED SURVEY CONTROL
 BK3209
 BK3209  NAD 83(1993)-  30 05 27.69526(N)    093 43 46.90157(W) AD(       ) 4
 BK3209  NAD 83(1986)-  30 05 27.71196(N)    093 43 46.88804(W) AD(       ) 4
 BK3209  NAD 27      -  30 05 26.95636(N)    093 43 46.29306(W) AD(       ) 3
 BK3209
 BK3209.Superseded values are not recommended for survey control.
 BK3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3209.See file dsdata.txt to determine how the superseded data were derived.
 BK3209
 BK3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2968629096(NAD 83)
 BK3209_MARKER: 52 = STANDPIPE TANK
 BK3209
 BK3209  HISTORY     - Date     Condition        Report By
 BK3209  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3209  HISTORY     - 1947     GOOD             CGS
 BK3209  HISTORY     - 19850608 POOR             USPSQD
 BK3209  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK3209  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK3209
 BK3209                          STATION DESCRIPTION
 BK3209
 BK3209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3209'THE STATION IS LOCATED BETWEEN THE GULF STATES UTILITIES
 BK3209'ICE PLANT AND A TRANSMISSION SUB-STATION.  IT IS PAINTED BLACK.
 BK3209
 BK3209                          STATION RECOVERY (1985)
 BK3209
 BK3209'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJB)
 BK3209'MARK RECOVERED IN POOR CONDITION.
 BK3209
 BK3209                          STATION RECOVERY (1988)
 BK3209
 BK3209'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK3209'MARK NOT FOUND.
 BK3209
 BK3209                          STATION RECOVERY (2004)
 BK3209
 BK3209'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK3209'SPIPE STACK HAS BEEN REMOVED. MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3205 ***********************************************************************
 BK3205  DESIGNATION -  ORANGE GULF STATES UTIL E STK
 BK3205  PID         -  BK3205
 BK3205  STATE/COUNTY-  TX/ORANGE
 BK3205  USGS QUAD   -  ORANGE (1996)
 BK3205
 BK3205                         *CURRENT SURVEY CONTROL
 BK3205  ___________________________________________________________________
 BK3205* NAD 83(1993)-  30 05 26.22273(N)    093 43 47.46143(W)     ADJUSTED  
 BK3205* NAVD 88     -                                                        
 BK3205  ___________________________________________________________________
 BK3205  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK3205  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK3205
 BK3205  HORZ ORDER  -  THIRD
 BK3205
 BK3205.The horizontal coordinates were established by classical geodetic methods
 BK3205.and adjusted by the National Geodetic Survey in February 1996..
 BK3205
 BK3205
 BK3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3205
 BK3205.The geoid height was determined by GEOID03.
 BK3205
 BK3205;                    North         East     Units Scale Factor Converg.
 BK3205;SPC TX C     - 3,065,887.047 1,336,196.540   MT  1.00000706   +3 24 04.3
 BK3205;SPC TX C     -10,058,664.42  4,383,838.15   sFT  1.00000706   +3 24 04.3
 BK3205;SPC TXSC     - 4,261,617.894 1,107,837.201   MT  0.99995001   +2 34 54.9
 BK3205;SPC TXSC     -13,981,658.04  3,634,629.22   sFT  0.99995001   +2 34 54.9
 BK3205;SPC LA S     -   178,726.431   769,013.064   MT  0.99992697   -1 11 53.8
 BK3205;SPC LA S     -   586,371.63  2,523,003.69   sFT  0.99992697   -1 11 53.8
 BK3205;UTM  15      - 3,329,051.156   429,670.707   MT  0.99966102   -0 21 57.4
 BK3205
 BK3205                          SUPERSEDED SURVEY CONTROL
 BK3205
 BK3205  NAD 83(1993)-  30 05 26.22254(N)    093 43 47.46149(W) AD(       ) 4
 BK3205  NAD 83(1986)-  30 05 26.23931(N)    093 43 47.44842(W) AD(       ) 4
 BK3205  NAD 27      -  30 05 25.48500(N)    093 43 46.84791(W) AD(       ) 3
 BK3205
 BK3205.Superseded values are not recommended for survey control.
 BK3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3205.See file dsdata.txt to determine how the superseded data were derived.
 BK3205
 BK3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2967129051(NAD 83)
 BK3205_MARKER: 63 = STACK
 BK3205
 BK3205  HISTORY     - Date     Condition        Report By
 BK3205  HISTORY     - 1933     FIRST OBSERVED   CGS
 BK3205  HISTORY     - 19850608 MARK NOT FOUND   USPSQD
 BK3205  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK3205  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK3205
 BK3205                          STATION DESCRIPTION
 BK3205
 BK3205'DESCRIBED BY US POWER SQUADRON 1985 (EJB)
 BK3205'MARK NOT FOUND.
 BK3205
 BK3205                          STATION RECOVERY (1988)
 BK3205
 BK3205'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHH)
 BK3205'MARK NOT FOUND.
 BK3205
 BK3205                          STATION RECOVERY (2004)
 BK3205
 BK3205'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK3205'UTILITIES STACK HAS BEEN REMOVED. MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3206 ***********************************************************************
 BK3206  DESIGNATION -  ORANGE GULF STATES UTIL W STK
 BK3206  PID         -  BK3206
 BK3206  STATE/COUNTY-  TX/ORANGE
 BK3206  USGS QUAD   -  ORANGE (1996)
 BK3206
 BK3206                         *CURRENT SURVEY CONTROL
 BK3206  ___________________________________________________________________
 BK3206* NAD 83(1993)-  30 05 26.57851(N)    093 43 48.84515(W)     ADJUSTED  
 BK3206* NAVD 88     -                                                        
 BK3206  ___________________________________________________________________
 BK3206  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK3206  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK3206
 BK3206  HORZ ORDER  -  THIRD
 BK3206
 BK3206.The horizontal coordinates were established by classical geodetic methods
 BK3206.and adjusted by the National Geodetic Survey in February 1996..
 BK3206
 BK3206
 BK3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3206
 BK3206.The geoid height was determined by GEOID03.
 BK3206
 BK3206;                    North         East     Units Scale Factor Converg.
 BK3206;SPC TX C     - 3,065,895.785 1,336,158.903   MT  1.00000703   +3 24 03.5
 BK3206;SPC TX C     -10,058,693.09  4,383,714.67   sFT  1.00000703   +3 24 03.5
 BK3206;SPC TXSC     - 4,261,627.169 1,107,799.695   MT  0.99995004   +2 34 54.2
 BK3206;SPC TXSC     -13,981,688.47  3,634,506.17   sFT  0.99995004   +2 34 54.2
 BK3206;SPC LA S     -   178,738.159   768,976.252   MT  0.99992697   -1 11 54.5
 BK3206;SPC LA S     -   586,410.11  2,522,882.92   sFT  0.99992697   -1 11 54.5
 BK3206;UTM  15      - 3,329,062.344   429,633.738   MT  0.99966109   -0 21 58.1
 BK3206
 BK3206                          SUPERSEDED SURVEY CONTROL
 BK3206
 BK3206  NAD 83(1993)-  30 05 26.57832(N)    093 43 48.84520(W) AD(       ) 4
 BK3206  NAD 83(1986)-  30 05 26.59508(N)    093 43 48.83210(W) AD(       ) 4
 BK3206  NAD 27      -  30 05 25.84043(N)    093 43 48.23406(W) AD(       ) 3
 BK3206
 BK3206.Superseded values are not recommended for survey control.
 BK3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3206.See file dsdata.txt to determine how the superseded data were derived.
 BK3206
 BK3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2963429062(NAD 83)
 BK3206_MARKER: 63 = STACK
 BK3206
 BK3206  HISTORY     - Date     Condition        Report By
 BK3206  HISTORY     - 1933     FIRST OBSERVED   CGS
 BK3206  HISTORY     - 1947     GOOD             CGS
 BK3206  HISTORY     - 19850608 MARK NOT FOUND   USPSQD
 BK3206  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK3206  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK3206
 BK3206                          STATION DESCRIPTION
 BK3206
 BK3206'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BK3206'STACK EAST--TOP OF CONCRETE STACK, LOCATED AT THE SE CORNER
 BK3206'OF THE GULF STATES UTILITIES ICE PLANT IN ORANGE.
 BK3206'
 BK3206'STACK WEST--TOP OF CONCRETE STACK, LOCATED AT THE SW CORNER
 BK3206'OF THE GULF STATES UTILITIES ICE PLANT IN ORANGE.
 BK3206
 BK3206                          STATION RECOVERY (1947)
 BK3206
 BK3206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3206'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 BK3206
 BK3206                          STATION RECOVERY (1985)
 BK3206
 BK3206'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJB)
 BK3206'MARK NOT FOUND.
 BK3206
 BK3206                          STATION RECOVERY (1988)
 BK3206
 BK3206'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHH)
 BK3206'MARK NOT FOUND.
 BK3206
 BK3206                          STATION RECOVERY (2004)
 BK3206
 BK3206'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK3206'UTILITIES STACK HAS BEEN REMOVED. MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3214 ***********************************************************************
 BK3214  DESIGNATION -  ORANGE PRESB CH DOME PINNACLE
 BK3214  PID         -  BK3214
 BK3214  STATE/COUNTY-  TX/ORANGE
 BK3214  USGS QUAD   -  ORANGE (1996)
 BK3214
 BK3214                         *CURRENT SURVEY CONTROL
 BK3214  ___________________________________________________________________
 BK3214* NAD 83(1993)-  30 05 36.44261(N)    093 44 17.31175(W)     ADJUSTED  
 BK3214* NAVD 88     -                                                        
 BK3214  ___________________________________________________________________
 BK3214  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK3214  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK3214
 BK3214  HORZ ORDER  -  THIRD
 BK3214
 BK3214.The horizontal coordinates were established by classical geodetic methods
 BK3214.and adjusted by the National Geodetic Survey in February 1996..
 BK3214
 BK3214
 BK3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3214
 BK3214.The geoid height was determined by GEOID03.
 BK3214
 BK3214;                    North         East     Units Scale Factor Converg.
 BK3214;SPC TX C     - 3,066,153.803 1,335,379.981   MT  1.00000628   +3 23 48.9
 BK3214;SPC TX C     -10,059,539.60  4,381,159.15   sFT  1.00000628   +3 23 48.9
 BK3214;SPC TXSC     - 4,261,896.281 1,107,024.585   MT  0.99995067   +2 34 40.3
 BK3214;SPC TXSC     -13,982,571.38  3,631,963.16   sFT  0.99995067   +2 34 40.3
 BK3214;SPC LA S     -   179,057.781   768,220.589   MT  0.99992704   -1 12 08.8
 BK3214;SPC LA S     -   587,458.74  2,520,403.72   sFT  0.99992704   -1 12 08.8
 BK3214;UTM  15      - 3,329,370.874   428,873.713   MT  0.99966241   -0 22 12.5
 BK3214
 BK3214                          SUPERSEDED SURVEY CONTROL
 BK3214
 BK3214  NAD 83(1993)-  30 05 36.44245(N)    093 44 17.31172(W) AD(       ) 4
 BK3214  NAD 83(1986)-  30 05 36.45986(N)    093 44 17.29822(W) AD(       ) 4
 BK3214  NAD 27      -  30 05 35.70719(N)    093 44 16.70393(W) AD(       ) 3
 BK3214
 BK3214.Superseded values are not recommended for survey control.
 BK3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3214.See file dsdata.txt to determine how the superseded data were derived.
 BK3214
 BK3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2887429371(NAD 83)
 BK3214_MARKER: 90 = CHURCH SPIRE
 BK3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3214+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 BK3214
 BK3214  HISTORY     - Date     Condition        Report By
 BK3214  HISTORY     - 1933     FIRST OBSERVED   CGS
 BK3214  HISTORY     - 1947     GOOD             CGS
 BK3214  HISTORY     - 19850608 GOOD             USPSQD
 BK3214  HISTORY     - 19960427 GOOD             USPSQD
 BK3214  HISTORY     - 20010331 GOOD             USPSQD
 BK3214  HISTORY     - 20020727 GOOD             USPSQD
 BK3214  HISTORY     - 20040317 GOOD             USPSQD
 BK3214  HISTORY     - 20050402 GOOD             USPSQD
 BK3214
 BK3214                          STATION DESCRIPTION
 BK3214
 BK3214'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BK3214'STATION IS THE APEX SPIRE ON TOP OF THE DOME OF THE PRESBYTERIAN
 BK3214'CHURCH AT ORANGE.  STATION WAS NOT VISITED.
 BK3214
 BK3214                          STATION RECOVERY (1947)
 BK3214
 BK3214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3214'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 BK3214
 BK3214                          STATION RECOVERY (1985)
 BK3214
 BK3214'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJB)
 BK3214'RECOVERED IN GOOD CONDITION.
 BK3214
 BK3214                          STATION RECOVERY (1996)
 BK3214
 BK3214'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK3214'RECOVERED IN GOOD CONDITION.
 BK3214
 BK3214                          STATION RECOVERY (2001)
 BK3214
 BK3214'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK3214'RECOVERED IN GOOD CONDITION.
 BK3214
 BK3214                          STATION RECOVERY (2002)
 BK3214
 BK3214'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK3214'RECOVERED IN GOOD CONDITION.
 BK3214
 BK3214                          STATION RECOVERY (2004)
 BK3214
 BK3214'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BK3214'RECOVERED IN GOOD CONDITION.
 BK3214
 BK3214                          STATION RECOVERY (2005)
 BK3214
 BK3214'RECOVERY NOTE BY US POWER SQUADRON 2005 (MCK)
 BK3214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0373 ***********************************************************************
 AE0373  DESIGNATION -  ORANGE RM 1
 AE0373  PID         -  AE0373
 AE0373  STATE/COUNTY-  TX/HIDALGO
 AE0373  USGS QUAD   -  MISSION (1983)
 AE0373
 AE0373                         *CURRENT SURVEY CONTROL
 AE0373  ___________________________________________________________________
 AE0373* NAD 83(1986)-  26 12 39.     (N)    098 19 43.     (W)     SCALED    
 AE0373* NAVD 88     -        37.309  (meters)     122.40   (feet)  ADJUSTED  
 AE0373  ___________________________________________________________________
 AE0373  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0373  DYNAMIC HT  -          37.247 (meters)     122.20  (feet)  COMP
 AE0373  MODELED GRAV-     978,991.7   (mgal)                       NAVD 88
 AE0373
 AE0373  VERT ORDER  -  FIRST     CLASS II
 AE0373
 AE0373.The horizontal coordinates were scaled from a topographic map and have
 AE0373.an estimated accuracy of +/- 6 seconds.
 AE0373
 AE0373.The orthometric height was determined by differential leveling
 AE0373.and adjusted by the National Geodetic Survey in June 1991..
 AE0373
 AE0373.The geoid height was determined by GEOID03.
 AE0373
 AE0373.The dynamic height is computed by dividing the NAVD 88
 AE0373.geopotential number by the normal gravity value computed on the
 AE0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0373.degrees latitude (g = 980.6199 gals.).
 AE0373
 AE0373.The modeled gravity was interpolated from observed gravity values.
 AE0373
 AE0373;                    North         East    Units  Estimated Accuracy
 AE0373;SPC TX S     - 5,060,300.      317,130.      MT  (+/- 180 meters Scaled)
 AE0373
 AE0373                          SUPERSEDED SURVEY CONTROL
 AE0373
 AE0373  NGVD 29 (??/??/92)   37.391  (m)          122.67   (f) ADJ UNCH    1 2
 AE0373
 AE0373.Superseded values are not recommended for survey control.
 AE0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0373.See file dsdata.txt to determine how the superseded data were derived.
 AE0373
 AE0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP670992(NAD 83)
 AE0373_MARKER: DR = REFERENCE MARK DISK
 AE0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0373_STAMPING: ORANGE NO. 1 1935
 AE0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0373+STABILITY: SURFACE MOTION
 AE0373
 AE0373  HISTORY     - Date     Condition        Report By
 AE0373  HISTORY     - 1935     MONUMENTED       CGS
 AE0373  HISTORY     - 1942     GOOD             NGS
 AE0373  HISTORY     - 1943     GOOD             CGS
 AE0373  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0373  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0373  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0373  HISTORY     - 19920409 MARK NOT FOUND   USPSQD
 AE0373
 AE0373                          STATION DESCRIPTION
 AE0373
 AE0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0373'IN MISSION.
 AE0373'REFERENCE MARK NO. 1 IS IN THE SOUTHEAST CORNER OF THE MUNICIPAL WATER
 AE0373'PLANT LOT.  IT IS 143.8 FEET EAST OF TRIANGULATION STATION ORANGE,
 AE0373'28.7 FEET NORTH OF THE SOUTH RIGHT-OF-WAY LINE, 4.4 FEET WEST OF THE
 AE0373'WEST WALL OF A TWO STORY STUCCO AND LUMBER MEXICAN HOUSE, 1.0 FOOT
 AE0373'WEST OF THE EAST RIGHT-OF-WAY LINE.  MONUMENT PROJECTS 1.0 FOOT ABOVE
 AE0373'THE GROUND.
 AE0373
 AE0373                          STATION RECOVERY (1943)
 AE0373
 AE0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0373'REFERENCE MARK IS AT THE SOUTHWEST CORNER OF THE MUNICIPAL WATER
 AE0373'PUMPING PLANT LOT, ALONG WEST 5TH STREET , 28.7 FEET NORTH OF THE
 AE0373'SOUTH RIGHT-OF-WAY LINE, 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY LINE,
 AE0373'AND 4.4 FEET WEST OF THE SIDE OF A TWO-STOREY FRAME STUCCOED HOUSE.
 AE0373'IT IS 143.8 FEET EAST OF THE TRIANGULATION STATION ORANGE. A
 AE0373'REFERENCE MARK DISK SET IN CONCRETE POST
 AE0373
 AE0373                          STATION RECOVERY (1981)
 AE0373
 AE0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0373'MARK NOT RECOVERED.
 AE0373
 AE0373                          STATION RECOVERY (1987)
 AE0373
 AE0373'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0373'MARK NOT FOUND.
 AE0373
 AE0373                          STATION RECOVERY (1987)
 AE0373
 AE0373'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0373'MARK NOT FOUND.
 AE0373
 AE0373                          STATION RECOVERY (1992)
 AE0373
 AE0373'RECOVERY NOTE BY US POWER SQUADRON 1992 (GES)
 AE0373'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0374 ***********************************************************************
 AE0374  DESIGNATION -  ORANGE RM 2
 AE0374  PID         -  AE0374
 AE0374  STATE/COUNTY-  TX/HIDALGO
 AE0374  USGS QUAD   -  MISSION (1983)
 AE0374
 AE0374                         *CURRENT SURVEY CONTROL
 AE0374  ___________________________________________________________________
 AE0374* NAD 83(1986)-  26 12 41.     (N)    098 19 43.     (W)     SCALED    
 AE0374* NAVD 88     -        38.688  (meters)     126.93   (feet)  ADJUSTED  
 AE0374  ___________________________________________________________________
 AE0374  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0374  DYNAMIC HT  -          38.624 (meters)     126.72  (feet)  COMP
 AE0374  MODELED GRAV-     978,991.8   (mgal)                       NAVD 88
 AE0374
 AE0374  VERT ORDER  -  FIRST     CLASS II
 AE0374
 AE0374.The horizontal coordinates were scaled from a topographic map and have
 AE0374.an estimated accuracy of +/- 6 seconds.
 AE0374
 AE0374.The orthometric height was determined by differential leveling
 AE0374.and adjusted by the National Geodetic Survey in June 1991..
 AE0374.WARNING-Repeat measurements at this control monument indicate possible
 AE0374.vertical movement.
 AE0374
 AE0374.The geoid height was determined by GEOID03.
 AE0374
 AE0374.The dynamic height is computed by dividing the NAVD 88
 AE0374.geopotential number by the normal gravity value computed on the
 AE0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0374.degrees latitude (g = 980.6199 gals.).
 AE0374
 AE0374.The modeled gravity was interpolated from observed gravity values.
 AE0374
 AE0374;                    North         East    Units  Estimated Accuracy
 AE0374;SPC TX S     - 5,060,360.      317,130.      MT  (+/- 180 meters Scaled)
 AE0374
 AE0374                          SUPERSEDED SURVEY CONTROL
 AE0374
 AE0374.No superseded survey control is available for this station.
 AE0374
 AE0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP670992(NAD 83)
 AE0374_MARKER: DR = REFERENCE MARK DISK
 AE0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0374_STAMPING: ORANGE NO. 2 1935
 AE0374_MARK LOGO: CGS   
 AE0374_PROJECTION: PROJECTING 15 CENTIMETERS
 AE0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0374+STABILITY: SURFACE MOTION
 AE0374
 AE0374  HISTORY     - Date     Condition        Report By
 AE0374  HISTORY     - 1935     MONUMENTED       CGS
 AE0374  HISTORY     - 1942     GOOD             NGS
 AE0374  HISTORY     - 1943     GOOD             CGS
 AE0374  HISTORY     - 1981     GOOD             NGS
 AE0374  HISTORY     - 1987     GOOD             USPSQD
 AE0374  HISTORY     - 19920409 MARK NOT FOUND   USPSQD
 AE0374
 AE0374                          STATION DESCRIPTION
 AE0374
 AE0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0374'IN MISSION.
 AE0374'REFERENCE MARK NO. 2 IS IN THE NORTHWEST CORNER OF THE MUNICIPAL WATER
 AE0374'PLANT LOT.  IT IS 147.2 FEET NORTH OF TRIANGULATION STATION ORANGE,
 AE0374'9.6 FEET EAST OF THE WEST FENCE, 9.0 FEET SOUTHWEST OF THE SOUTHWEST
 AE0374'CORNER OF THE MUNICIPAL WATER PLANT PUMP HOUSE.  MONUMENT PROJECTS
 AE0374'ABOUT 0.3 FOOT ABOVE THE GROUND.
 AE0374
 AE0374                          STATION RECOVERY (1943)
 AE0374
 AE0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0374'REFERENCE MARK IS IN THE NORTHWEST CORNER OF THE MUNICIPAL WATER
 AE0374'PUMPING PLANT LOT, 9.6 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AND
 AE0374'9.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PUMP-HOUSE. IT IS
 AE0374'147.2 FEET NORTH OF THE TRIANGULATION STATION. A REFERENCE MARK DISK
 AE0374'SET IN CONCRETE POST PROJECTING ABOUT 0.3 FOOT.
 AE0374
 AE0374                          STATION RECOVERY (1981)
 AE0374
 AE0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0374'IN MISSION, AT THE CITY WATER PLANT, 12.2 METERS (40.0 FT) EAST OF THE
 AE0374'CENTER OF PERKINS STREET, 2.9 METERS (9.6 FT) EAST OF THE WEST
 AE0374'PROPERTY FENCE, AND 2.8 METERS (9.0 FT) SOUTHWEST OF SOUTHWEST CORNER
 AE0374'OF OFFICE BUILDING.
 AE0374
 AE0374                          STATION RECOVERY (1987)
 AE0374
 AE0374'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0374'RECOVERED IN GOOD CONDITION.
 AE0374
 AE0374                          STATION RECOVERY (1992)
 AE0374
 AE0374'RECOVERY NOTE BY US POWER SQUADRON 1992 (GES)
 AE0374'NEW CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3221 ***********************************************************************
 BK3221  DESIGNATION -  ORANGE SABINE PACKING CO TANK
 BK3221  PID         -  BK3221
 BK3221  STATE/COUNTY-  TX/ORANGE
 BK3221  USGS QUAD   -  ORANGEFIELD (1974)
 BK3221
 BK3221                         *CURRENT SURVEY CONTROL
 BK3221  ___________________________________________________________________
 BK3221* NAD 83(1993)-  30 04 54.71572(N)    093 48 30.65125(W)     ADJUSTED  
 BK3221* NAVD 88     -                                                        
 BK3221  ___________________________________________________________________
 BK3221  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK3221  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK3221
 BK3221  HORZ ORDER  -  THIRD
 BK3221
 BK3221.The horizontal coordinates were established by classical geodetic methods
 BK3221.and adjusted by the National Geodetic Survey in February 1996..
 BK3221
 BK3221
 BK3221.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3221
 BK3221.The geoid height was determined by GEOID03.
 BK3221
 BK3221;                    North         East     Units Scale Factor Converg.
 BK3221;SPC TX C     - 3,064,471.312 1,328,683.483   MT  1.00000947   +3 21 38.4
 BK3221;SPC TX C     -10,054,019.63  4,359,189.06   sFT  1.00000947   +3 21 38.4
 BK3221;SPC TXSC     - 4,260,309.677 1,100,305.138   MT  0.99994801   +2 32 36.1
 BK3221;SPC TXSC     -13,977,366.00  3,609,917.77   sFT  0.99994801   +2 32 36.1
 BK3221;SPC LA S     -   177,917.713   761,411.302   MT  0.99992674   -1 14 15.4
 BK3221;SPC LA S     -   583,718.36  2,498,063.58   sFT  0.99992674   -1 14 15.4
 BK3221;UTM  15      - 3,328,132.333   422,083.460   MT  0.99967490   -0 24 19.0
 BK3221
 BK3221                          SUPERSEDED SURVEY CONTROL
 BK3221
 BK3221  NAD 83(1993)-  30 04 54.71545(N)    093 48 30.65128(W) AD(       ) 4
 BK3221  NAD 83(1986)-  30 04 54.73250(N)    093 48 30.63656(W) AD(       ) 4
 BK3221  NAD 27      -  30 04 53.97045(N)    093 48 30.03340(W) AD(       ) 3
 BK3221
 BK3221.Superseded values are not recommended for survey control.
 BK3221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3221.See file dsdata.txt to determine how the superseded data were derived.
 BK3221
 BK3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2208328132(NAD 83)
 BK3221_MARKER: 51 = TANK
 BK3221
 BK3221  HISTORY     - Date     Condition        Report By
 BK3221  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3221  HISTORY     - 19850608 MARK NOT FOUND   USPSQD
 BK3221  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK3221  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 BK3221
 BK3221                          STATION DESCRIPTION
 BK3221
 BK3221'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3203 ***********************************************************************
 BK3203  DESIGNATION -  ORANGE YELLOW PINE PAPER TK
 BK3203  PID         -  BK3203
 BK3203  STATE/COUNTY-  TX/ORANGE
 BK3203  USGS QUAD   -  ORANGE (1996)
 BK3203
 BK3203                         *CURRENT SURVEY CONTROL
 BK3203  ___________________________________________________________________
 BK3203* NAD 83(1993)-  30 05 19.48421(N)    093 44 42.93709(W)     ADJUSTED  
 BK3203* NAVD 88     -                                                        
 BK3203  ___________________________________________________________________
 BK3203  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3203  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK3203
 BK3203  HORZ ORDER  -  THIRD
 BK3203
 BK3203.The horizontal coordinates were established by classical geodetic methods
 BK3203.and adjusted by the National Geodetic Survey in February 1996..
 BK3203
 BK3203
 BK3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3203
 BK3203.The geoid height was determined by GEOID03.
 BK3203
 BK3203;                    North         East     Units Scale Factor Converg.
 BK3203;SPC TX C     - 3,065,591.884 1,334,725.930   MT  1.00000757   +3 23 35.7
 BK3203;SPC TX C     -10,057,696.04  4,379,013.32   sFT  1.00000757   +3 23 35.7
 BK3203;SPC TXSC     - 4,261,343.799 1,106,362.607   MT  0.99994958   +2 34 27.7
 BK3203;SPC TXSC     -13,980,758.78  3,629,791.32   sFT  0.99994958   +2 34 27.7
 BK3203;SPC LA S     -   178,550.158   767,523.641   MT  0.99992692   -1 12 21.6
 BK3203;SPC LA S     -   585,793.31  2,518,117.15   sFT  0.99992692   -1 12 21.6
 BK3203;UTM  15      - 3,328,853.317   428,184.395   MT  0.99966363   -0 22 25.1
 BK3203
 BK3203                          SUPERSEDED SURVEY CONTROL
 BK3203
 BK3203  NAD 83(1993)-  30 05 19.48402(N)    093 44 42.93709(W) AD(       ) 4
 BK3203  NAD 83(1986)-  30 05 19.50090(N)    093 44 42.92302(W) AD(       ) 4
 BK3203  NAD 27      -  30 05 18.74411(N)    093 44 42.32735(W) AD(       ) 3
 BK3203
 BK3203.Superseded values are not recommended for survey control.
 BK3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3203.See file dsdata.txt to determine how the superseded data were derived.
 BK3203
 BK3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2818428853(NAD 83)
 BK3203_MARKER: 51 = TANK
 BK3203
 BK3203  HISTORY     - Date     Condition        Report By
 BK3203  HISTORY     - 1931     FIRST OBSERVED   CGS
 BK3203  HISTORY     - 19850608 MARK NOT FOUND   USPSQD
 BK3203  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK3203  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 BK3203
 BK3203                          STATION DESCRIPTION
 BK3203
 BK3203'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3050 ***********************************************************************
 CS3050  DESIGNATION -  ORCHARD
 CS3050  PID         -  CS3050
 CS3050  STATE/COUNTY-  TX/JOHNSON
 CS3050  USGS QUAD   -  GRANDVIEW (1978)
 CS3050
 CS3050                         *CURRENT SURVEY CONTROL
 CS3050  ___________________________________________________________________
 CS3050* NAD 83(1993)-  32 19 37.30231(N)    097 11 17.14370(W)     ADJUSTED  
 CS3050* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 CS3050  ___________________________________________________________________
 CS3050  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 CS3050  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CS3050
 CS3050  HORZ ORDER  -  SECOND
 CS3050
 CS3050.The horizontal coordinates were established by classical geodetic methods
 CS3050.and adjusted by the National Geodetic Survey in February 1996..
 CS3050
 CS3050.The orthometric height was scaled from a topographic map.
 CS3050
 CS3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3050
 CS3050.The geoid height was determined by GEOID03.
 CS3050
 CS3050;                    North         East     Units Scale Factor Converg.
 CS3050;SPC TXNC     - 2,073,999.978   723,514.819   MT  0.99995199   +0 42 55.8
 CS3050;SPC TXNC     - 6,804,448.26  2,373,731.54   sFT  0.99995199   +0 42 55.8
 CS3050;UTM  14      - 3,578,127.594   670,546.089   MT  0.99995869   +0 58 08.9
 CS3050
 CS3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3050!SPC TXNC     -   0.99996864  x   0.99995199  =   0.99992063
 CS3050!UTM  14      -   0.99996864  x   0.99995869  =   0.99992733
 CS3050
 CS3050|---------------------------------------------------------------------|
 CS3050| PID    Reference Object                     Distance      Geod. Az  |
 CS3050|                                                           dddmmss.s |
 CS3050| CY2724 ORCHARD RM 1                         45.973 METERS 11407     |
 CS3050| CY2725 ORCHARD RM 2                         39.932 METERS 16513     |
 CS3050| CS3048 GRANDVIEW MUNICIPAL STANDPIPE       APPROX. 6.2 KM 1731535.2 |
 CS3050| CY2723 ORCHARD AZ MK                                      3435841.4 |
 CS3050| CS3055 ALVARADO MUNICIPAL TANK             APPROX. 9.6 KM 3454853.3 |
 CS3050|---------------------------------------------------------------------|
 CS3050
 CS3050                          SUPERSEDED SURVEY CONTROL
 CS3050
 CS3050  NAD 83(1986)-  32 19 37.30806(N)    097 11 17.12408(W) AD(       ) 2
 CS3050  NAD 27      -  32 19 36.78600(N)    097 11 16.08500(W) AD(       ) 2
 CS3050
 CS3050.Superseded values are not recommended for survey control.
 CS3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3050.See file dsdata.txt to determine how the superseded data were derived.
 CS3050
 CS3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7054678128(NAD 83)
 CS3050_MARKER: DS = TRIANGULATION STATION DISK
 CS3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3050
 CS3050  HISTORY     - Date     Condition        Report By
 CS3050  HISTORY     - 1948     MONUMENTED       CGS
 CS3050  HISTORY     - 1953     GOOD             CGS
 CS3050  HISTORY     - 1961     POOR             USGS
 CS3050  HISTORY     - 1963     SEE DESCRIPTION  LONESR
 CS3050  HISTORY     - 1963     SEE DESCRIPTION  CGS
 CS3050  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 CS3050
 CS3050                          STATION DESCRIPTION
 CS3050
 CS3050'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3050'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF ALVARADO AND ABOUT
 CS3050'4 MILES NORTH OF GRANDVIEW, ON THE SOUTH RIGHT-OF-WAY OF
 CS3050'U.S. HIGHWAY 81.  IT IS ON THE NORTHEAST EDGE OF AN ORCHARD, 124
 CS3050'FEET NORTHWEST OF A DRIVEWAY, 56 FEET SOUTHWEST OF THE CENTERLINE
 CS3050'OF THE HIGHWAY, AND 6 FEET NORTH OF A WITNESS POST.  THE DISK
 CS3050'IS STAMPED ORCHARD 1948 AND PROJECTS 4 INCHES.
 CS3050'
 CS3050'REFERENCE MARK NO. 1 IS 150.83 SOUTHEAST OF THE STATION, 60
 CS3050'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 CS3050'SOUTH OF A SQUARE, CONCRETE RIGHT-OF-WAY POST MARKED 936+44.
 CS3050'THE DISK IS STAMPED ORCHARD NO 1 1948 AND PROJECTS 6 INCHES.
 CS3050'
 CS3050'REFERENCE MARK NO. 2 IS 131.01 FEET SOUTH-SOUTHEAST OF THE
 CS3050'STATION, 59 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 CS3050'1.5 FEET SOUTHEAST OF A SQUARE, CONCRETE RIGHT-OF-WAY POST, AND
 CS3050'7 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY.  THE DISK IS
 CS3050'STAMPED ORCHARD NO 2 1948 AND PROJECTS 6 INCHES.
 CS3050'
 CS3050'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH-NORTHWEST OF
 CS3050'THE STATION, 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CS3050'3.2 FEET SOUTH OF A WITNESS POST, AND 1.5 FEET SOUTH OF A
 CS3050'SQUARE, CONCRETE RIGHT-OF-WAY POST MARKED 921+00.  THE DISK IS
 CS3050'STAMPED ORCHARD 1948 AND PROJECTS 4 INCHES.
 CS3050'
 CS3050'TO REACH THE STATION FROM THE UNDERPASS AT THE JUNCTION OF
 CS3050'U.S. HIGHWAYS 67 AND 81, JUST WEST OF ALVARADO, GO SOUTH AND
 CS3050'EAST ON HIGHWAY 81 FOR 5.8 MILES TO THE AZIMUTH MARK ON THE
 CS3050'RIGHT AS DESCRIBED.  CONTINUE SOUTH FOR 0.2 MILE TO THE STATION
 CS3050'ON THE RIGHT AS DESCRIBED.
 CS3050'
 CS3050'AN 80 FOOT SIGNAL AT FILES IS VISIBLE FROM THE GROUND.
 CS3050'
 CS3050'A 40 FOOT SIGNAL AT GRANDVIEW IS VISIBLE FROM THE GROUND.
 CS3050'
 CS3050'A 50 FOOT SIGNAL AT ALVARADO IS VISIBLE FROM THE GROUND.
 CS3050'
 CS3050'A 47 FOOT SIGNAL AT COTTON IS VISIBLE FROM THE GROUND.
 CS3050'
 CS3050'AN 87 FOOT SIGNAL AT PARKER IS VISIBLE AT 15 FEET.
 CS3050'
 CS3050'A 74 FOOT SIGNAL AT CUBA IS VISIBLE AT 15 FEET.
 CS3050'
 CS3050'AN 87 FOOT SIGNAL AT KEENE IS VISIBLE AT 15 FEET.
 CS3050'
 CS3050'A 100 FOOT SIGNAL AT CHAMBERS IS VISIBLE AT 10 FEET.
 CS3050'
 CS3050'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS3050
 CS3050                          STATION RECOVERY (1953)
 CS3050
 CS3050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3050'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3050'DESCRIBED.  ALL WITNESS POSTS HAVE ROTTED OUT AND ARE GONE.  THE
 CS3050'AZIMUTH MARK IS 0.3 MILE NORTH-NORTHWEST OF THE STATION.
 CS3050
 CS3050                          STATION RECOVERY (1961)
 CS3050
 CS3050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS3050'STATION MARK FOUND BROKEN OFF JUST BELOW THE SURFACE OF GROUND.
 CS3050
 CS3050                          STATION RECOVERY (1963)
 CS3050
 CS3050'RECOVERY NOTE BY LONE STAR GAS COMPANY 1963 (WJB)
 CS3050'STATION SURFACE MARK DESTROYED.  DID NOT ATTEMPT TO RECOVER
 CS3050'UNDERGROUND MARK.  SURFACE MARK DISK DIS MISSING.
 CS3050'
 CS3050'R.M. AND THE AZIMUTH MARK ARE IN GOOD CONDITION.  R.M. 2 HAS
 CS3050'BEEN HIT.
 CS3050'
 CS3050'DESCRIPTION FOR LOCATION IS SATISFACTORY.
 CS3050'
 CS3050'ALL MARKS ARE IN THE PROPOSED RIGHT-OF-WAY OF U.S. INTERSTATE
 CS3050'35.
 CS3050
 CS3050                          STATION RECOVERY (1963)
 CS3050
 CS3050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3050'THE STATION MARK WAS FOUND TO BE DESTROYED.  THE TOP OF THE
 CS3050'CONCRETE POST HAD BEEN BROKE OFF ABOUT 4 INCHES BELOW THE
 CS3050'SURFACE OF THE GROUND.  REFERENCE MARK NO. 1 HAD BEEN HIT AND IS
 CS3050'LEANING SLIGHTLY.  REFERENCE MARK NO. 2 WAS FOUND IN GOOD
 CS3050'CONDITION BUT IT IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 CS3050'GROUND.  THE AZIMUTH MARK WAS FOUND TO BE IN GOOD CONDITION.  IT
 CS3050'IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 CS3050'
 CS3050'THE TEXAS HIGHWAY DEPARTMENT IS PLANNING TO BUILD 4 LANES OF
 CS3050'HIGHWAY AT THE STATION SITE.  THE STATION MARK, REFERENCE MARK
 CS3050'NO. 2 AND THE AZIMUTH MARK WILL BE IN GROUND BETWEEN THE LANES OF
 CS3050'THE HIGHWAY.  REFERENCE MARK NO. 1 WILL BE DESTROYED.  WHEN THE
 CS3050'CONSTRUCTION WORK IS COMPLETED PLANS ARE TO REPAIR THE STATION.
 CS3050'MEASUREMENTS WERE MADE TO ALL MARKS FOR PRESERVING THEM DURING
 CS3050'CONSTRUCTION AND WAS FURNISHED TO THE TEXAS HIGHWAY DEPARTMENT.
 CS3050'THE DISTANCES ARE AS FOLLOWS--THE STATION MARK IS 118 FEET
 CS3050'NORTHEAST OF A POWER POLE, 84 FEET EAST OF THE NEW
 CS3050'RIGHT-OF-WAY LINE, 56 FEET WEST OF THE EXISTING CENTER LINE OF
 CS3050'HIGHWAY AND AT TEXAS HIGHWAY STATION 935 - 91.  REFERENCE
 CS3050'MARK NO. 2 IS 58.5 FEET WEST OF THE EXISTING CENTER LINE
 CS3050'OF HIGHWAY, 22 FEET SOUTHEAST OF THE POWER POLE, 10 FEET
 CS3050'SOUTH OF THE CENTER LINE OF DRIVEWAY AND AT TEXAS HIGHWAY
 CS3050'DEPARTMENT STATION 937 - 22.  THE AZIMUTH MARK IS 60 FEET
 CS3050'WEST OF THE EXISTING CENTER LINE OF HIGHWAY AND AT TEXAS
 CS3050'HIGHWAY STATION 921 - 45.
 CS3050
 CS3050                          STATION RECOVERY (1994)
 CS3050
 CS3050'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0915 ***********************************************************************
 BP0915  DESIGNATION -  ORD
 BP0915  PID         -  BP0915
 BP0915  STATE/COUNTY-  TX/BREWSTER
 BP0915  USGS QUAD   -  MOUNT ORD (1983)
 BP0915
 BP0915                         *CURRENT SURVEY CONTROL
 BP0915  ___________________________________________________________________
 BP0915* NAD 83(1993)-  30 14 25.95615(N)    103 30 55.30874(W)     ADJUSTED  
 BP0915* NAVD 88     -      2077.4    (meters)    6816.     (feet)  VERTCON   
 BP0915  ___________________________________________________________________
 BP0915  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 BP0915  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 BP0915
 BP0915  HORZ ORDER  -  FIRST
 BP0915
 BP0915.The horizontal coordinates were established by classical geodetic methods
 BP0915.and adjusted by the National Geodetic Survey in February 1996..
 BP0915
 BP0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0915
 BP0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0915
 BP0915.The geoid height was determined by GEOID03.
 BP0915
 BP0915;                    North         East     Units Scale Factor Converg.
 BP0915;SPC TXSC     - 4,275,182.112   165,497.123   MT  0.99998792   -2 12 43.7
 BP0915;SPC TXSC     -14,026,159.98    542,968.48   sFT  0.99998792   -2 12 43.7
 BP0915;UTM  13      - 3,346,372.230   642,851.097   MT  0.99985176   +0 44 52.2
 BP0915
 BP0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0915!SPC TXSC     -   0.99967715  x   0.99998792  =   0.99966507
 BP0915!UTM  13      -   0.99967715  x   0.99985176  =   0.99952895
 BP0915
 BP0915:                Primary Azimuth Mark                     Grid Az
 BP0915:SPC TXSC     -  MARATHON                                 100 34 59.6
 BP0915:UTM  13      -  MARATHON                                 097 37 23.7
 BP0915
 BP0915|---------------------------------------------------------------------|
 BP0915| PID    Reference Object                     Distance      Geod. Az  |
 BP0915|                                                           dddmmss.s |
 BP0915| BP0903 MARATHON                            APPROX.23.9 KM 0982215.9 |
 BP0915| BP0913 ORD CAIRN                            16.177 METERS 15719     |
 BP0915| CH9216 ORD RM                               12.680 METERS 15803     |
 BP0915| BA0458 GOAT MOUNTAIN NORTHWEST END         APPROX.68.6 KM 2181839.3 |
 BP0915| BP0943 BLACK MOUNTAIN                      APPROX.69.7 KM 3200919.4 |
 BP0915|---------------------------------------------------------------------|
 BP0915
 BP0915                          SUPERSEDED SURVEY CONTROL
 BP0915
 BP0915  NAD 83(1986)-  30 14 25.95182(N)    103 30 55.31768(W) AD(       ) 1
 BP0915  NAD 27      -  30 14 25.33300(N)    103 30 53.71200(W) AD(       ) 1
 BP0915  NGVD 29 (07/19/86) 2076.9    (m)         6814.     (f) VERT ANG       
 BP0915
 BP0915.Superseded values are not recommended for survey control.
 BP0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0915.See file dsdata.txt to determine how the superseded data were derived.
 BP0915
 BP0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP4285146372(NAD 83)
 BP0915_MARKER: DD = SURVEY DISK
 BP0915_SETTING: 0 = UNSPECIFIED SETTING
 BP0915_MARK LOGO: USGS  
 BP0915
 BP0915  HISTORY     - Date     Condition        Report By
 BP0915  HISTORY     - 1917     MONUMENTED       USGS
 BP0915  HISTORY     - 1935     MARK NOT FOUND   CGS
 BP0915  HISTORY     - 1943     MARK NOT FOUND   CGS
 BP0915
 BP0915                          STATION DESCRIPTION
 BP0915
 BP0915'DESCRIBED BY US GEOLOGICAL SURVEY 1917 (EHP)
 BP0915'ABOUT 12 MILES SE OF ALPINE, 2 MILES E OF THE ALPINE-TERLINGUA
 BP0915'ROAD, AND ON THE HIGHEST POINT OF MOUNT ORD.  THE STATION MARK
 BP0915'IS THAT OF THE UNITED STATES GEOLOGICAL SURVEY STATION, WHICH
 BP0915'IS A TRIANGLE AND THE LETTERS U.S. CHISELED IN A FLAT ROCK
 BP0915'FLUSH WITH THE GROUND ABOUT THE CENTER OF THE RIDGE.  REFERENCE
 BP0915'MARK IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN AN
 BP0915'OUTCROP ABOUT 2 FEET HIGH, AND 12.68 METERS (41.6 FEET)
 BP0915'FROM STATION S 21 DEG 56 MIN E.  ORD CAIRN (U.S.G.S.)
 BP0915'IS ON THE EASTERN END OF THE TOP, 16.6 METERS (54 FEET)
 BP0915'FROM STATION S 22 DEG 53 MIN E.  ELEVATION OF
 BP0915'STATION, 2,076.9 METERS (6,814 FEET).
 BP0915
 BP0915                          STATION RECOVERY (1935)
 BP0915
 BP0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0915'THIS STATION WAS VISITED BY THE BUILDING PARTY AND A LIGHTKEEPER,
 BP0915'BUT NOT BY AN OBSERVING PARTY.  THE BUILDING PARTY USED THE OLD
 BP0915'U.S.G.S. MARKS BUT SET THEM SOLIDLY INSTEAD OF IN THE LOOSE
 BP0915'BOULDERS IN WHICH THEY WERE FOUND.  THIS WAS DONE BY MEANS
 BP0915'OF PLUMBING BENCHES, SO THAT THE ORIGINAL POSITION WAS UNCHANGED.
 BP0915
 BP0915                          STATION RECOVERY (1943)
 BP0915
 BP0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EBP)
 BP0915'STATION MARK HAS BEEN DESTROYED.  A REFERENCE MARK
 BP0915'WAS RECOVERED IN GOOD CONDITION.
 BP0915'
 BP0915'A NEW STATION WAS CALLED FOR IN A RECONNAISSANCE IN 1940,
 BP0915'TO BE STAMPED---ORD 2 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0912 ***********************************************************************
 BP0912  DESIGNATION -  ORD 2
 BP0912  PID         -  BP0912
 BP0912  STATE/COUNTY-  TX/BREWSTER
 BP0912  USGS QUAD   -  MOUNT ORD (1983)
 BP0912
 BP0912                         *CURRENT SURVEY CONTROL
 BP0912  ___________________________________________________________________
 BP0912* NAD 83(1993)-  30 14 25.97429(N)    103 30 55.32678(W)     ADJUSTED  
 BP0912* NAVD 88     -      2074.0    (meters)    6804.     (feet)  VERTCON   
 BP0912  ___________________________________________________________________
 BP0912  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 BP0912  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 BP0912
 BP0912  HORZ ORDER  -  SECOND
 BP0912
 BP0912.The horizontal coordinates were established by classical geodetic methods
 BP0912.and adjusted by the National Geodetic Survey in February 1996..
 BP0912
 BP0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0912
 BP0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0912
 BP0912.The geoid height was determined by GEOID03.
 BP0912
 BP0912;                    North         East     Units Scale Factor Converg.
 BP0912;SPC TXSC     - 4,275,182.688   165,496.662   MT  0.99998792   -2 12 43.7
 BP0912;SPC TXSC     -14,026,161.87    542,966.97   sFT  0.99998792   -2 12 43.7
 BP0912;UTM  13      - 3,346,372.782   642,850.607   MT  0.99985176   +0 44 52.2
 BP0912
 BP0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0912!SPC TXSC     -   0.99967768  x   0.99998792  =   0.99966560
 BP0912!UTM  13      -   0.99967768  x   0.99985176  =   0.99952949
 BP0912
 BP0912|---------------------------------------------------------------------|
 BP0912| PID    Reference Object                     Distance      Geod. Az  |
 BP0912|                                                           dddmmss.s |
 BP0912| CH9216 ORD RM                               12.604 METERS 15810     |
 BP0912| BP0916 ORD 2 RM 3                           60.618 METERS 20928     |
 BP0912| CH9215 ORD 2 AZ MK OFFSET                                 2410032.3 |
 BP0912| CH9214 ORD 2 AZ MK                                        2410033.8 |
 BP0912| CH9217 ORD 2 RM 2                            8.635 METERS 27413     |
 BP0912|---------------------------------------------------------------------|
 BP0912
 BP0912                          SUPERSEDED SURVEY CONTROL
 BP0912
 BP0912  NAD 83(1986)-  30 14 25.96451(N)    103 30 55.32540(W) AD(       ) 2
 BP0912  NAD 27      -  30 14 25.40700(N)    103 30 53.65100(W) AD(       ) 2
 BP0912  NGVD 29 (07/19/86) 2073.5    (m)         6803.     (f) VERT ANG       
 BP0912
 BP0912.Superseded values are not recommended for survey control.
 BP0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0912.See file dsdata.txt to determine how the superseded data were derived.
 BP0912
 BP0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP4285146373(NAD 83)
 BP0912_MARKER: DD = SURVEY DISK
 BP0912_SETTING: 0 = UNSPECIFIED SETTING
 BP0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0912+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 BP0912
 BP0912  HISTORY     - Date     Condition        Report By
 BP0912  HISTORY     - 1943     MONUMENTED       CGS
 BP0912  HISTORY     - 1970     GOOD             USAF
 BP0912  HISTORY     - 1972     GOOD             NGS
 BP0912  HISTORY     - 1977     GOOD             NGS
 BP0912  HISTORY     - 20030301 GOOD             INDIV
 BP0912
 BP0912                          STATION DESCRIPTION
 BP0912
 BP0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0912'THE STATION IS LOCATED 12 MILES, AIR LINE, SE OF ALPINE, 3 MILES E
 BP0912'OF THE ALPINE-TERLINGUA HIGHWAY, ON THE SUMMIT OF MOUNT ORD.  THIS
 BP0912'IS THE HIGHEST PEAK IN THE VICINITY.  THE N SLOPE IS VERY STEEP
 BP0912'AND IS COMPOSED OF LOOSE ROCK SLIDES AND THE OTHER SLOPES
 BP0912'ARE MORE GRADUAL AND COVERED WITH SCRUB OAK.
 BP0912'
 BP0912'ACCORDING TO THE RECONNAISSANCE PARTY THE ORIGINAL STATION
 BP0912'MARK WAS LOOSE AND APPEARED TO HAVE BEEN DISTURBED TO THE
 BP0912'EXTENT THAT IT WAS OUT OF POSITION.  A NEW STATION HAS BEEN
 BP0912'ESTABLISHED AND IS DESIGNATED AS ORD 2.
 BP0912'
 BP0912'THE STATION MARK IS A BRONZE DISK BRAZED ON THE TOP OF A
 BP0912'3-INCH GALVANIZED PIPE WHICH PROJECTS 10 INCHES ABOVE THE
 BP0912'SURFACE OF THE GROUND, STAMPED ORD 2 1943.
 BP0912'
 BP0912'A REFERENCE MARK WHICH HAS NO NUMBER IS SSE AND APPROXIMATELY
 BP0912'THE SAME HEIGHT AS THE STATION MARK.  IT IS A BRONZE DISK
 BP0912'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 BP0912'2 FEET, NO STAMPING.
 BP0912'
 BP0912'REFERENCE MARK NO. 2 IS W OF THE STATION AND APPROXIMATELY
 BP0912'3 FEET LOWER THAN THE STATION MARK.  IT IS A BRONZE DISK
 BP0912'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 BP0912'6 INCHES ABOVE THE GROUND, STAMPED ORD 2 NO. 2 1943.
 BP0912'
 BP0912'THE AZIMUTH MARK IS SW BY W ALONG THE ROAD TO THE STATION,
 BP0912'0.2 MILE NE OF THE SECOND GATE MENTIONED IN THE DESCRIPTION
 BP0912'BELOW.  IT IS 83 FEET SE OF THE ROAD AND 10 FEET SE OF A WHITE
 BP0912'WITNESS POST.  THE MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BP0912'IN OUTCROPPING BEDROCK AND IS STAMPED ORD 2 1943.
 BP0912'
 BP0912'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD
 BP0912'DEPOT IN ALPINE GO E ON U.S. HIGHWAY 90 FOR 0.7 MILE TO THE
 BP0912'GRANDVIEW AUTO COURT.  TURN RIGHT ON THE TERLINGUA HIGHWAY
 BP0912'AND GO S ON THE MAIN-TRAVELED ROAD 13.2 MILES TO A RED BOARD
 BP0912'GATE ON THE LEFT AND A SIGN RAY WILLOUBY AND ETC.  TURN
 BP0912'LEFT THROUGH THE BOARD GATE AND FOLLOW A GRADED ROAD SE 1.0
 BP0912'MILE TO A FORK ABOUT 0.25 MILE BEYOND THE POINT WHERE THE ROAD
 BP0912'PASSES OVER AN EARTH DAM.  TURN LEFT AND FOLLOW A TRACK
 BP0912'ROAD NORTHERLY 0.4 MILE TO FORKS.  TAKE THE LEFT FORK,
 BP0912'MAIN-TRAVELED ROAD, 0.75 MILE TO A BOARD GATE.  PASS THROUGH
 BP0912'GATE AND CONTINUE 0.15 MILE TO FORKS.  TAKE THE RIGHT FORK
 BP0912'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE
 BP0912'ROAD.  CONTINUE ACROSS THE FLAT AND UP THE RIDGE NE 2.0
 BP0912'MILES TO A GATE, A WINDMILL, AND A LARGE STOCK TANK.  PASS
 BP0912'THROUGH THE GATE AND BEAR SHARP RIGHT TO A ROAD WHICH
 BP0912'LEADS UP THE CANYON, CONTINUE ON THIS ROAD WHICH IS
 BP0912'NARROW AND WINDING FOR 1.8 MILES TO THE END OF THE ROAD
 BP0912'JUST ABOVE WATER TANKS AND A CABIN.  THIS IS THE END OF
 BP0912'TRUCK TRAVEL.  FROM HERE BEAR S ALONG THE W BASE OF A
 BP0912'LOW HILL THENCE UP THE STEEP SLOPE, THROUGH SCRUB OAK,
 BP0912'TO THE HIGHEST POINT AND STATION.  A 45-MINUTE PACK.
 BP0912'
 BP0912'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 BP0912
 BP0912                          STATION RECOVERY (1970)
 BP0912
 BP0912'RECOVERY NOTE BY US AIR FORCE 1970 (SML)
 BP0912'ORD 2 1943 - MAIN MARK- GOOD CONDITION AS DESCRIBED IN 1943
 BP0912'BY E.H.B.
 BP0912'
 BP0912'NO STAMPING - R.M. - GOOD CONDITION AS DESCRIBED IN 1943
 BP0912'BY E.H.B.
 BP0912'
 BP0912'ORD 2 NO 2 1943 - R.M. 2 - GOOD CONDITION AS DESCRIBED IN
 BP0912'1943 BY E.H.B.
 BP0912'
 BP0912'ALL DISTANCES AND DIRECTIONS NOT CHECKED.
 BP0912'
 BP0912'ROUTE DESCRIPTION NOT CHECKED.  STATION VISITED BY HELICOPTER.
 BP0912'STATION ORD 2 IS LOCATED 12 MILES SE OF ALPINE AND 3 MILES
 BP0912'EAST OF THE ALPINE - TERLINGUA HIGHWAY AT THE TOP OF MOUNT
 BP0912'ORD.  THE MARKER IS JUST EAST OF AN ANTENNA OPERATED BY THE
 BP0912'SOUTHERN PACIFIC RR.
 BP0912
 BP0912                          STATION RECOVERY (1972)
 BP0912
 BP0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BP0912'RECOVERED AND REDESCRIBED AS FOLLOWS, TO REACH THE
 BP0912'STATION FROM THE JUNCTION OF U.S. HIGHWAY 76, 90 AND STATE HIGHWAY 118
 BP0912'IN ALPINE, TEXAS, GO S. ON STATE HIGHWAY 118 12.7 MI. THEN LEFT OFF
 BP0912'HIGHWAY ON DIRT RD. 1.1 MI. TO RD. FORK.  TAKE LEFT FORK NNE. 0.5 MI.
 BP0912'TO RD. FORK, TAKE LEFT FORK 0.8 MI. TO RD. FORK, TAKE LEFT FORK 0.25
 BP0912'MI. TO RD. FORK, TAKE RIGHT FORK 0.15 MI. TO GATE. PASS THROUGH GATE
 BP0912'AND DRIVE AROUND E. SIDE OF CORRAL 0.1 MI. TO RD. FORK. TAKE RIGHT
 BP0912'FORK ACROSS DRAIN AND THEN UP STEEP GRADE 1.65 MI. TO TOP OF HILL AND
 BP0912'STATION SITE.  THE STATION MARK  IS 7.5 FT. S. AND 5.5 FT. E. OF THE
 BP0912'SE. END OF PROPANE TANK.
 BP0912'
 BP0912'STATION MARK - NGS DISK BRAZED TO THE TOP OF A 3 IN. PIPE, STAMPED
 BP0912'---ORD 2 1943.---
 BP0912
 BP0912                          STATION RECOVERY (1977)
 BP0912
 BP0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BP0912'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 BP0912'RECOVERED. A LARGE DIFFERENCE IN THE DIRECTIONS OFF THE
 BP0912'AZIMUTH MARK WAS NOTED AND A DIFFERNENCE OF 6 MINUTES AND
 BP0912'01.6 SECONDS IN THE ANGLE BETWEEN THE REFERENCE MARKS. A
 BP0912'DIFFERENCE OF 0.024 METER LONGER IS NOTED IN THE DISTANCE TO
 BP0912'REFERENCE MARK 2 AND A DIFFERENCE OF 0.039 METER LONGER IS
 BP0912'NOTED IN THE DISTANCE TO REFERENCE MARK 1. REFERENCE MARK 3 WAS
 BP0912'ESTABLISHED. A TIE WAS MADE TO BENCH MARK U 706. A COMPLETE
 BP0912'DESCRIPTION FOLLOWS.
 BP0912'
 BP0912'THE STATION IS LOCATED ATOP MOUNT ORD AND IS ABOUT 11.5 MILES
 BP0912'SOUTHEAST OF ALPINE, 16.5 MILES WEST OF MARATHON AND ON THE
 BP0912'MCLEAN RANCH.
 BP0912'
 BP0912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 BP0912'STATE HIGHWAYS 67 AND 118 IN ALPINE, GO SOUTH ON STATE HIGHWAY
 BP0912'118 FOR 12.7 MILES TO A SIDE ROAD LEFT, CATTLE GUARD AND SIGN
 BP0912'(MCLEAN RANCH). TURN LEFT AND GO EASTERLY ON A GRAVEL RANCH
 BP0912'ROAD FOR 1.0 MILE TO A FORK. TURN LEFT AND GO NORTHERLY ON THE
 BP0912'MAIN TRAVELED ROAD FOR 1.15 MILES TO A METAL GATE. PASS THROUGH
 BP0912'THE GATE AND GO 0.1 MILE TO A FORK AND A DIM TRACK ROAD IN
 BP0912'BETWEEN THE FORKS. (FROM THIS POINT, TO REACH THE AZIMUTH MARK
 BP0912'GO UPHILL ON THE DIM TRACK ROAD FOR 0.2 MILE TO A WOOD
 BP0912'WITNESS POST AND THE AZIMUTH MARK.) FROM THIS FORK BEAR LEFT
 BP0912'AND FOLLOW THE MAIN TRAVELED ROAD, PASSING AROUND AN EARTHEN
 BP0912'STOCK TANK, FOR 2.4 MILES TO A METAL GATE AND SOME CORALS.
 BP0912'PASS THROUGH THE GATE AND GO EASTERLY ON A TRACK ROAD FOR 0.05
 BP0912'MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO DOWN HILL AND
 BP0912'ACROSS A WASH FOR 0.05 MILE TO A GATE. PASS THROUGH THE GATE
 BP0912'AND GO TO THE LEFT AND UPHILL ON A LOOSE GRAVEL, ROCKY TRACK
 BP0912'ROAD FOR 1.75 MILES TO THE TOP OF THE MOUNTAIN, RADIO SHACK
 BP0912'WITH ANTENNAS AND THE STATION. A FOUR WHEEL DRIVE VEHICLE
 BP0912'WILL BE NEEDED FROM THE GATE BY THE CORAL.
 BP0912'
 BP0912'STATION MARK, STAMPED---ORD 2 1943---, IS A STANDARD DISK
 BP0912'BRAZED TO THE TOP OF A 3-INCH GALVANIZED PIPE THAT PROJECTS
 BP0912'10 INCHES ABOVE THE GROUND. IT IS 65 FEET SOUTH OF
 BP0912'SOUTHWEST CORNER OF THE RADIO SHACK AND 75 FEET
 BP0912'SOUTHEAST OF THE SOUTHEAST LEG OF AN ANTENNA.
 BP0912'
 BP0912'REFERENCE MARK 1 IS NOT STAMPED AND IS A STANDARD DISK CEMENTED
 BP0912'IN A DRILL HOLE IN A 3 BY 2 FOOT BOULDER THAT IS LOOSE AND
 BP0912'SITTING ON TOP OF A PILE OF BOULDERS THAT DO NOT APPEAR TO BE
 BP0912'STABLE. IT IS 105 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 BP0912'RADIO SHACK. IT IS ABOUT 4 FEET HIGHER THAN THE STATION.
 BP0912'
 BP0912'REFERENCE MARK 2, STAMPED---ORD 2 NO 2 1943---, IS A STANDARD
 BP0912'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4
 BP0912'INCHES ABOVE THE GROUND.
 BP0912'
 BP0912'REFERENCE MARK 3, STAMPED---ORD 2 NO 3 1977---, IS A STANDARD
 BP0912'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 BP0912'THE GROUND. IT IS 25 FEET WEST OF THE APPROXIMATE CENTER OF
 BP0912'OF A ROAD AND IS ABOUT 50 FEET LOWER THAN THE STATION.
 BP0912'
 BP0912'AZIMUTH MARK, STAMPED---ORD 2 1943---, IS A STANDARD
 BP0912'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 BP0912'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 9 FEET
 BP0912'SOUTHEAST OF A WOODEN 4 BY 4 INCH WITHNESS POST AND
 BP0912'83 FEET SOUTHEAST OF THE CENTER OF THE VERY DIM TRACK ROAD.
 BP0912'
 BP0912'HEIGHT OF LIGHT ABOVE THE MARK WAS 0.85 METER.
 BP0912'
 BP0912'REFERENCE MARK 3 WAS ESTABLISHED IN BEDROCK AT THIS SITE AS
 BP0912'REQUESTED BY DR. J. DORMAN.
 BP0912
 BP0912                          STATION RECOVERY (2003)
 BP0912
 BP0912'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RJM)
 BP0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0916 ***********************************************************************
 BP0916  DESIGNATION -  ORD 2 RM 3
 BP0916  PID         -  BP0916
 BP0916  STATE/COUNTY-  TX/BREWSTER
 BP0916  USGS QUAD   -  MOUNT ORD (1983)
 BP0916
 BP0916                         *CURRENT SURVEY CONTROL
 BP0916  ___________________________________________________________________
 BP0916* NAD 83(1993)-  30 14 24.26028(N)    103 30 56.44182(W)     ADJUSTED  
 BP0916* NAVD 88     -      2061.1    (meters)    6762.     (feet)  VERTCON   
 BP0916  ___________________________________________________________________
 BP0916  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 BP0916  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 BP0916
 BP0916  HORZ ORDER  -  FIRST
 BP0916
 BP0916.The horizontal coordinates were established by classical geodetic methods
 BP0916.and adjusted by the National Geodetic Survey in February 1996..
 BP0916
 BP0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0916
 BP0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0916
 BP0916.The geoid height was determined by GEOID03.
 BP0916
 BP0916;                    North         East     Units Scale Factor Converg.
 BP0916;SPC TXSC     - 4,275,131.099   165,464.835   MT  0.99998779   -2 12 44.2
 BP0916;SPC TXSC     -14,025,992.61    542,862.55   sFT  0.99998779   -2 12 44.2
 BP0916;UTM  13      - 3,346,319.625   642,821.490   MT  0.99985165   +0 44 51.6
 BP0916
 BP0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0916!SPC TXSC     -   0.99967970  x   0.99998779  =   0.99966750
 BP0916!UTM  13      -   0.99967970  x   0.99985165  =   0.99953140
 BP0916
 BP0916|---------------------------------------------------------------------|
 BP0916| PID    Reference Object                     Distance      Geod. Az  |
 BP0916|                                                           dddmmss.s |
 BP0916| CH9217 ORD 2 RM 2                                         02140     |
 BP0916| BP0912 ORD 2                                60.618 METERS 02928     |
 BP0916| CH9216 ORD RM                                             03959     |
 BP0916| CH9214 ORD 2 AZ MK                                        2412522.9 |
 BP0916|---------------------------------------------------------------------|
 BP0916
 BP0916                          SUPERSEDED SURVEY CONTROL
 BP0916
 BP0916  NAD 83(1986)-  30 14 24.25289(N)    103 30 56.44535(W) AD(       ) 1
 BP0916  NAD 27      -  30 14 23.70577(N)    103 30 54.79188(W) AD(       ) 1
 BP0916  NGVD 29 (07/19/86) 2060.6    (m)         6760.     (f) VERT ANG       
 BP0916
 BP0916.Superseded values are not recommended for survey control.
 BP0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0916.See file dsdata.txt to determine how the superseded data were derived.
 BP0916
 BP0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP4282146320(NAD 83)
 BP0916_MARKER: DR = REFERENCE MARK DISK
 BP0916_SETTING: 66 = SET IN ROCK OUTCROP
 BP0916_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BP0916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0916+STABILITY: POSITION/ELEVATION WELL
 BP0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0916+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BP0916
 BP0916  HISTORY     - Date     Condition        Report By
 BP0916  HISTORY     - 1977     MONUMENTED       NGS
 BP0916  HISTORY     - 1986     GOOD
 BP0916
 BP0916                          STATION DESCRIPTION
 BP0916
 BP0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BP0916'THE STATION IS LOCATED ATOP MOUNT ORD AND IS ABOUT 11.5 MILES
 BP0916'SOUTHEAST OF ALPINE, 16.5 MILES WEST OF MARATHON AND ON THE
 BP0916'MCLEAN RANCH.
 BP0916'
 BP0916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 BP0916'STATE HIGHWAYS 67 AND 118 IN ALPINE, GO SOUTH ON STATE HIGHWAY
 BP0916'118 FOR 11.7 MILES TO BM U 706 ON THE RIGHT.  CONTINUE SOUTH
 BP0916'ON STATE HIGHWAY 118 FOR 1.0 MILE TO A SIDE ROAD LEFT,
 BP0916'CATTLE GUARD AND SIGN
 BP0916'(MCLEAN RANCH). TURN LEFT AND GO EASTERLY ON A GRAVEL RANCH
 BP0916'ROAD FOR 1.0 MILE TO A FORK. TURN LEFT AND GO NORTHERLY ON THE
 BP0916'MAIN TRAVELED ROAD FOR 1.15 MILES TO A METAL GATE. PASS
 BP0916'THROUGH THE GATE AND GO 0.1 MILE TO A FORK AND A DIM TRACK
 BP0916'ROAD IN BETWEEN THE FORKS. (FROM THIS POINT, TO REACH THE
 BP0916'AZIMUTH MARK GO UPHILL ON THE DIM TRACK ROAD FOR 0.2 MILE TO
 BP0916'A WOOD WITNESS POST AND THE AZIMUTH MARK.) FROM THIS FORK
 BP0916'BEAR LEFT AND FOLLOW THE MAIN TRAVELED ROAD, PASSING AROUND AN
 BP0916'EARTHEN STOCK TANK, FOR 2.4 MILES TO A METAL GATE AND SOME
 BP0916'CORALS. PASS THROUGH THE GATE AND GO EASTERLY ON A TRACK ROAD
 BP0916'FOR 0.05 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO DOWN
 BP0916'HILL AND ACROSS A WASH FOR 0.05 MILE TO A GATE. PASS THROUGH
 BP0916'THE GATE AND GO TO THE LEFT AND UPHILL ON A LOOSE GRAVEL,
 BP0916'ROCKY TRACK ROAD FOR 1.75 MILES TO THE TOP OF THE MOUNTAIN,
 BP0916'RADIO SHACK WITH ANTENNAS AND THE STATION. A FOUR WHEEL
 BP0916'DRIVE VEHICLE WILL BE NEEDED FROM THE GATE BY THE CORAL.
 BP0916'
 BP0916'STATION MARK, STAMPED---ORD 2 NO 3 1977---, IS A STANDARD
 BP0916'REFERENCE MARK DISK
 BP0916'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 BP0916'GROUND. IT IS 25 FEET WEST OF THE APPROXIMATE CENTER OF A TRACK
 BP0916'ROAD AND IS ABOUT 50 FEET LOWER THAN THE STATION.
 BP0916'
 BP0916'STATION MARK, STAMPED---ORD 2 1943---, IS A STANDARD DISK
 BP0916'BRAZED TO THE TOP OF A 3-INCH GALVANIZED PIPE THAT PROJECTS
 BP0916'10 INCHES ABOVE THE GROUND. IT IS 65 FEET SOUTH OF THE
 BP0916'SOUTHWEST CORNER OF THE RADIO SHACK AND 75 FEET
 BP0916'SOUTHEAST OF THE SOUTHEAST LEG OF AN ANTENNA.
 BP0916'
 BP0916'REFERENCE MARK 1 IS NOT STAMPED AND IS A STANDARD DISK CEMENTED
 BP0916'IN A DRILL HOLE IN A 3 BY 2 FOOT BOULDER THAT IS LOOSE AND
 BP0916'SITTING ON TOP OF A PILE OF BOULDERS THAT DO NOT APPEAR TO BE
 BP0916'STABLE. IT IS 105 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 BP0916'RADIO SHACK. IT IS ABOUT 4 FEET HIGHER THAN THE STATION.
 BP0916'
 BP0916'REFERENCE MARK 2, STAMPED---ORD 2 NO 2 1943---, IS A STANDARD
 BP0916'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4 INCHES
 BP0916'ABOVE THE GROUND.
 BP0916'
 BP0916'AZIMUTH MARK, STAMPED---ORD 2 1943---, IS A STANDARD
 BP0916'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 BP0916'WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 9 FEET
 BP0916'SOUTHEAST OF A WOODEN 4 BY 4 INCH WITHNESS POST AND
 BP0916'83 FEET SOUTHEAST OF THE CENTER OF THE VERY DIM TRACK ROAD.
 BP0916'
 BP0916'BENCH MARK, STAMPED---U 706 1943---, IS A STANDARD U.S.
 BP0916'COAST AND GEODETIC SURVEY BENCH MARK DISK CEMENTED IN A DRILL
 BP0916'HOLE IN AN EXPOSED OUTCROP OF BEDROCK. IT IS 11 FEET EAST OF
 BP0916'THE WEST RIGHT-OF-WAY FENCE, 56 FEET WEST OF THE APPROXIMATE
 BP0916'CENTER OF STATE HIGHWAY 118, 153 FEET WEST OF A TELEPHONE
 BP0916'POLE AND IS ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 BP0916'
 BP0916'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.7 METER.
 BP0916'
 BP0916'REFERENCE MARK 3 WAS ESTABLISHED IN BEDROCK AT THIS SITE AS
 BP0916'REQUESTED BY DR. J. DORMAN OF THE UNIVERSITY OF TEXAS.
 BP0916
 BP0916                          STATION RECOVERY (1986)
 BP0916
 BP0916'RECOVERED 1986
 BP0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0913 ***********************************************************************
 BP0913  DESIGNATION -  ORD CAIRN
 BP0913  PID         -  BP0913
 BP0913  STATE/COUNTY-  TX/BREWSTER
 BP0913  USGS QUAD   -  MOUNT ORD (1983)
 BP0913
 BP0913                         *CURRENT SURVEY CONTROL
 BP0913  ___________________________________________________________________
 BP0913* NAD 83(1993)-  30 14 25.47147(N)    103 30 55.07536(W)     ADJUSTED  
 BP0913* NAVD 88     -                                                        
 BP0913  ___________________________________________________________________
 BP0913  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 BP0913  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 BP0913
 BP0913  HORZ ORDER  -  THIRD
 BP0913
 BP0913.The horizontal coordinates were established by classical geodetic methods
 BP0913.and adjusted by the National Geodetic Survey in February 1996..
 BP0913
 BP0913
 BP0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0913
 BP0913.The geoid height was determined by GEOID03.
 BP0913
 BP0913;                    North         East     Units Scale Factor Converg.
 BP0913;SPC TXSC     - 4,275,166.957   165,502.782   MT  0.99998788   -2 12 43.6
 BP0913;SPC TXSC     -14,026,110.26    542,987.04   sFT  0.99998788   -2 12 43.6
 BP0913;UTM  13      - 3,346,357.390   642,857.530   MT  0.99985178   +0 44 52.3
 BP0913
 BP0913                          SUPERSEDED SURVEY CONTROL
 BP0913
 BP0913  NAD 83(1986)-  30 14 25.46960(N)    103 30 55.08334(W) AD(       ) 4
 BP0913  NAD 27      -  30 14 24.84000(N)    103 30 53.47000(W) AD(       ) 3
 BP0913
 BP0913.Superseded values are not recommended for survey control.
 BP0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0913.See file dsdata.txt to determine how the superseded data were derived.
 BP0913
 BP0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP4285846357(NAD 83)
 BP0913_MARKER: 72 = CAIRN
 BP0913_MARK LOGO: USGS  
 BP0913
 BP0913  HISTORY     - Date     Condition        Report By
 BP0913  HISTORY     - 1917     FIRST OBSERVED   USGS
 BP0913
 BP0913                          STATION DESCRIPTION
 BP0913
 BP0913'DESCRIBED BY US GEOLOGICAL SURVEY 1917 (EHP)
 BP0913'A CAIRN DISTANT 16.6 METERS (54 FEET)
 BP0913'FROM STATION ORD (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0914 ***********************************************************************
 BP0914  DESIGNATION -  ORD CAIRN
 BP0914  PID         -  BP0914
 BP0914  STATE/COUNTY-  TX/BREWSTER
 BP0914  USGS QUAD   -  MOUNT ORD (1983)
 BP0914
 BP0914                         *CURRENT SURVEY CONTROL
 BP0914  ___________________________________________________________________
 BP0914* NAD 83(1993)-  30 14 25.50369(N)    103 30 55.08664(W)     ADJUSTED  
 BP0914* NAVD 88     -      2075.     (meters)    6808.     (feet)  SCALED    
 BP0914  ___________________________________________________________________
 BP0914  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 BP0914  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 BP0914
 BP0914  HORZ ORDER  -  SECOND
 BP0914
 BP0914.The horizontal coordinates were established by classical geodetic methods
 BP0914.and adjusted by the National Geodetic Survey in February 1996..
 BP0914
 BP0914.The orthometric height was scaled from a topographic map.
 BP0914
 BP0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0914
 BP0914.The geoid height was determined by GEOID03.
 BP0914
 BP0914;                    North         East     Units Scale Factor Converg.
 BP0914;SPC TXSC     - 4,275,167.960   165,502.519   MT  0.99998789   -2 12 43.6
 BP0914;SPC TXSC     -14,026,113.55    542,986.18   sFT  0.99998789   -2 12 43.6
 BP0914;UTM  13      - 3,346,358.378   642,857.216   MT  0.99985178   +0 44 52.3
 BP0914
 BP0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0914!SPC TXSC     -   0.99967760  x   0.99998789  =   0.99966549
 BP0914!UTM  13      -   0.99967760  x   0.99985178  =   0.99952943
 BP0914
 BP0914                          SUPERSEDED SURVEY CONTROL
 BP0914
 BP0914  NAD 83(1986)-  30 14 25.49391(N)    103 30 55.08527(W) AD(       ) 2
 BP0914  NAD 27      -  30 14 24.94000(N)    103 30 53.41000(W) AD(       ) 2
 BP0914
 BP0914.Superseded values are not recommended for survey control.
 BP0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0914.See file dsdata.txt to determine how the superseded data were derived.
 BP0914
 BP0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP4285746358(NAD 83)
 BP0914_MARKER: 72 = CAIRN
 BP0914_MARK LOGO: USGS  
 BP0914
 BP0914  HISTORY     - Date     Condition        Report By
 BP0914  HISTORY     - 1917     FIRST OBSERVED   USGS
 BP0914
 BP0914                          STATION DESCRIPTION
 BP0914
 BP0914'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1180 ***********************************************************************
 CR1180  DESIGNATION -  ORE
 CR1180  PID         -  CR1180
 CR1180  STATE/COUNTY-  TX/UPSHUR
 CR1180  USGS QUAD   -  ORE CITY (1962)
 CR1180
 CR1180                         *CURRENT SURVEY CONTROL
 CR1180  ___________________________________________________________________
 CR1180* NAD 83(1993)-  32 47 39.64786(N)    094 44 26.36424(W)     ADJUSTED  
 CR1180* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 CR1180  ___________________________________________________________________
 CR1180  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CR1180  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CR1180
 CR1180  HORZ ORDER  -  SECOND
 CR1180
 CR1180.The horizontal coordinates were established by classical geodetic methods
 CR1180.and adjusted by the National Geodetic Survey in February 1996..
 CR1180
 CR1180.The orthometric height was scaled from a topographic map.
 CR1180
 CR1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1180
 CR1180.The geoid height was determined by GEOID03.
 CR1180
 CR1180;                    North         East     Units Scale Factor Converg.
 CR1180;SPC TXNC     - 2,131,347.369   952,019.027   MT  0.99988265   +2 03 01.2
 CR1180;SPC TXNC     - 6,992,595.49  3,123,415.76   sFT  0.99988265   +2 03 01.2
 CR1180;UTM  15      - 3,629,829.805   337,008.472   MT  0.99992758   -0 56 34.8
 CR1180
 CR1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1180!SPC TXNC     -   0.99997766  x   0.99988265  =   0.99986031
 CR1180!UTM  15      -   0.99997766  x   0.99992758  =   0.99990524
 CR1180
 CR1180|---------------------------------------------------------------------|
 CR1180| PID    Reference Object                     Distance      Geod. Az  |
 CR1180|                                                           dddmmss.s |
 CR1180| CX6007 ORE RM 1                             21.131 METERS 01459     |
 CR1180| CX6006 ORE AZ MK                                          1045532.5 |
 CR1180| CR1189 WINDSOR                             APPROX.20.4 KM 1105628.6 |
 CR1180| CR1181 TT 20 WM                             24.405 METERS 12605     |
 CR1180|---------------------------------------------------------------------|
 CR1180
 CR1180                          SUPERSEDED SURVEY CONTROL
 CR1180
 CR1180  NAD 83(1993)-  32 47 39.65357(N)    094 44 26.35367(W) AD(       ) 2
 CR1180  NAD 83(1986)-  32 47 39.65376(N)    094 44 26.35226(W) AD(       ) 2
 CR1180  NAD 27      -  32 47 39.16610(N)    094 44 25.60130(W) AD(       ) 2
 CR1180
 CR1180.Superseded values are not recommended for survey control.
 CR1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1180.See file dsdata.txt to determine how the superseded data were derived.
 CR1180
 CR1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3700829830(NAD 83)
 CR1180_MARKER: DS = TRIANGULATION STATION DISK
 CR1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1180
 CR1180  HISTORY     - Date     Condition        Report By
 CR1180  HISTORY     - 1957     MONUMENTED       CGS
 CR1180  HISTORY     - 1974     GOOD             TXHD
 CR1180  HISTORY     - 1974     GOOD             TXHD
 CR1180
 CR1180                          STATION DESCRIPTION
 CR1180
 CR1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1180'THE STATION IS LOCATED ABOUT 1 MILE WEST-SOUTHWEST OF ORE CITY
 CR1180'AT THE SOUTHEAST END OF A HIGH TIMBERED RIDGE WHICH RUNS IS
 CR1180'A NORTHWEST-SOUTHEAST DIRECTION.  THE MARK PROJECTS 4 INCHES AND
 CR1180'IS STAMPED ORE 1957.
 CR1180'
 CR1180'REFERENCE MARK NO. 1 IS 9 FEET SOUTHWEST OF A 12-INCH TREE.  IT
 CR1180'PROJECTS 4 INCHES AND IS STAMPED ORE NO 1 1957.
 CR1180'
 CR1180'A U.S.G.S. BENCH MARK WAS USED FOR REFERENCE MARK NO. 2.  IT
 CR1180'IS A STANDARD U.S.G.S. BENCH MARK SET IN THE TOP OF A 6 X 6
 CR1180'CONCRETE POST.  THE MARK PROJECTS 5 INCHES AND IS STAMPED TT 20 WM
 CR1180'1949.
 CR1180'
 CR1180'THE AZIMUTH MARK IS 39 FEET EAST OF THE CENTER OF AN OIL ROAD,
 CR1180'39 FEET SOUTH OF A TELEPHONE POLE AND 29 FEET NORTHWEST OF A
 CR1180'12-INCH PINE TREE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED ORE
 CR1180'1957.
 CR1180'
 CR1180'TO REACH THE STATION FROM THE POST OFFICE IN ORE CITY GO WEST
 CR1180'ON FARM ROAD 450 FOR 0.3 MILE TO THE JUNCTION WITH TEXAS STATE
 CR1180'HIGHWAY 26.  TURN LEFT ON TEXAS STATE HIGHWAY 26 AND GO 0.3 MILE
 CR1180'TO A CROSS ROADS.  TURN RIGHT AT THE CROSS ROADS AND GO 0.1 MILE
 CR1180'TO A T ROAD.  TURN LEFT AT THE T ROAD AND GO 0.35 MILE TO A
 CR1180'TRACK ROAD RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT
 CR1180'ON THE TRACK ROAD AND GO 0.7 MILE TO A TRACK ROAD RIGHT.  TURN
 CR1180'RIGHT AND GO 0.1 MILE TO A FORK IN THE ROAD.  TAKE THE LEFT FORK
 CR1180'AND GO 0.25 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW
 CR1180'THE DIM TRACK ROAD FOR 0.2 MILE TO A SADDLE.  TURN LEFT AT THE
 CR1180'SADDLE AND FOLLOW THE TRACK ROAD FOR 0.2 TO THE STATION AS
 CR1180'DESCRIBED.
 CR1180'
 CR1180'A FOUR WHEEL DRIVE IS REQUIRED TO REACH THE STATION.
 CR1180'
 CR1180'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1180
 CR1180                          STATION RECOVERY (1974)
 CR1180
 CR1180'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 CR1180'ORE 1957 GOOD
 CR1180'
 CR1180'TT 20 WM USGS GOOD
 CR1180'
 CR1180'AZIMUTH MARK GOOD
 CR1180'
 CR1180'DIRECTIONS FOR LOCATING STATION ARE ADEQUATE.  TIMBER HAS GROWN UP
 CR1180'AROUND STATION AND AZIMUTH MARK AND NOW THERE IS NO LINE-OF-SIGHT
 CR1180'IN ANY DIRECTION.
 CR1180
 CR1180                          STATION RECOVERY (1974)
 CR1180
 CR1180'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (WEH)
 CR1180'ORE 1957 (TRIANGULATION STATION) GOOD
 CR1180'
 CR1180'TT 20 WM 1949 GOOD (U.S.G.S. B.M. USED AS R.M. 2)
 CR1180'
 CR1180'ORE 1957 (AZ) GOOD (NOT VISIBLE FROM STATION)
 CR1180'
 CR1180'POST OFFICE HAS BEEN MOVED, S.H. 26 IS NOW U.S. 259, AZ. IS
 CR1180'ON E. SIDE OF F.M. 1649, TREES BLOCK VIEW OF AZ. AND POLARIS
 CR1180'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7079 ***********************************************************************
 AC7079  SACS        -  This is a Secondary Airport Control Station.
 AC7079  DESIGNATION -  ORG A
 AC7079  PID         -  AC7079
 AC7079  STATE/COUNTY-  TX/ORANGE
 AC7079  USGS QUAD   -  ORANGEFIELD (1974)
 AC7079
 AC7079                         *CURRENT SURVEY CONTROL
 AC7079  ___________________________________________________________________
 AC7079* NAD 83(1993)-  30 04 23.71107(N)    093 47 46.12890(W)     ADJUSTED  
 AC7079* NAVD 88     -         3.75   (meters)      12.3    (feet)  GPS OBS   
 AC7079  ___________________________________________________________________
 AC7079  X           -    -365,737.712 (meters)                     COMP
 AC7079  Y           -  -5,512,051.031 (meters)                     COMP
 AC7079  Z           -   3,177,391.682 (meters)                     COMP
 AC7079  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AC7079  ELLIP HEIGHT-         -23.68  (meters)          (03/15/01) GPS OBS
 AC7079  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AC7079
 AC7079  HORZ ORDER  -  FIRST
 AC7079  ELLP ORDER  -  FIFTH     CLASS I
 AC7079
 AC7079.This mark is at Orange Co (ORG) Airport (ORG)
 AC7079
 AC7079.The horizontal coordinates were established by GPS observations
 AC7079.and adjusted by the National Geodetic Survey in March 1997..
 AC7079
 AC7079.The orthometric height was determined by GPS observations and a
 AC7079.high-resolution geoid model.
 AC7079
 AC7079.GPS derived orthometric heights for airport stations designated as
 AC7079.PACS or SACS are published to 2 decimal places.  This maintains
 AC7079.centimeter relative accuracy between the PACS and SACS.  It does
 AC7079.not indicate centimeter accuracy relative to other marks which are
 AC7079.part of the NAVD 88 network.
 AC7079
 AC7079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7079
 AC7079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7079
 AC7079.The ellipsoidal height was determined by GPS observations
 AC7079.and is referenced to NAD 83.
 AC7079
 AC7079.The geoid height was determined by GEOID03.
 AC7079
 AC7079;                    North         East     Units Scale Factor Converg.
 AC7079;SPC TX C     - 3,063,588.193 1,329,929.809   MT  1.00001187   +3 22 01.3
 AC7079;SPC TX C     -10,051,122.26  4,363,278.05   sFT  1.00001187   +3 22 01.3
 AC7079;UTM  15      - 3,327,169.586   423,268.691   MT  0.99967264   -0 23 56.3
 AC7079
 AC7079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7079!SPC TX C     -   1.00000372  x   1.00001187  =   1.00001559
 AC7079!UTM  15      -   1.00000372  x   0.99967264  =   0.99967636
 AC7079
 AC7079                          SUPERSEDED SURVEY CONTROL
 AC7079
 AC7079  ELLIP H (03/21/97)  -23.53   (m)                       GP(       ) 5 1
 AC7079
 AC7079.Superseded values are not recommended for survey control.
 AC7079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7079.See file dsdata.txt to determine how the superseded data were derived.
 AC7079
 AC7079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2326927170(NAD 83)
 AC7079_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7079_STAMPING: ORG A 1995
 AC7079_MARK LOGO: NGS   
 AC7079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7079+STABILITY: SURFACE MOTION
 AC7079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7079+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 AC7079
 AC7079  HISTORY     - Date     Condition        Report By
 AC7079  HISTORY     - 1995     MONUMENTED       NGS
 AC7079  HISTORY     - 20000621 GOOD             LOCSUR
 AC7079  HISTORY     - 20040314 GOOD             USPSQD
 AC7079
 AC7079                          STATION DESCRIPTION
 AC7079
 AC7079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC7079'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) SOUTHWEST OF ORANGE AT
 AC7079'THE ORANGE COUNTY AIRPORT.  OWNERSHIP-- ORANGE COUNTY.  FOR ACCESS
 AC7079'CONTACT MR.  CHUCK FRAZIER, AIRPORT MANAGER, 2520 SOUTH HIGHWAY 87,
 AC7079'ORANGE, TX 77630.  PHONE (409) 882-7895 OR 6262.  TO REACH THE STATION
 AC7079'FROM THE JUNCTION OF STATE HIGHWAY 87 AND STATE HIGHWAY 62, ABOUT 5.O
 AC7079'MI SOUTHWEST OF ORANGE, GO NORTH ON STATE HIGHWAY 87 FOR 1.85 MI (2.98
 AC7079'KM) TO THE AIRPORT ON THE LEFT.  TURN LEFT FOR 0.05 MI (0.08 KM) TO
 AC7079'THE AIRPORT OFFICE ON THE LEFT.  FROM THE AIRPORT OFFICE, CONTINUE
 AC7079'AHEAD FOR 0.15 MI (0.24 KM) TO THE APRON.  TURN RIGHT TO THE TAXIWAY
 AC7079'JUST AHEAD.  TURN RIGHT, NORTHEAST, ON THE PARALLEL TAXIWAY FOR 0.3 MI
 AC7079'(0.5 KM) TO THE END OF THE TAXIWAY AND THE STATION ON THE LEFT.  THE
 AC7079'STATION IS 44.5 M (146.0 FT) SOUTH-SOUTHEAST OF A PK NAIL (NGS) NEAR
 AC7079'CENTERLINE END 22, 36.2 M (118.8 FT) NORTHWEST OF THE CENTERLINE OF
 AC7079'THE PARALLEL TAXIWAY, 22.2 M (72.8 FT) SOUTHEAST OF A LIGHTED TAXIWAY
 AC7079'SIGN, AND 21.6 M (70.9 FT) SOUTHWEST OF THE CONNECTING TAXIWAY.
 AC7079
 AC7079                          STATION RECOVERY (2000)
 AC7079
 AC7079'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 AC7079'RECOVERED IN GOOD CONDITION.
 AC7079
 AC7079                          STATION RECOVERY (2004)
 AC7079
 AC7079'RECOVERY NOTE BY US POWER SQUADRON 2004 (SSQ)
 AC7079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0640 ***********************************************************************
 AO0640  DESIGNATION -  ORILEA
 AO0640  PID         -  AO0640
 AO0640  STATE/COUNTY-  TX/FRIO
 AO0640  USGS QUAD   -  HINDES (1969)
 AO0640
 AO0640                         *CURRENT SURVEY CONTROL
 AO0640  ___________________________________________________________________
 AO0640* NAD 83(1993)-  28 40 26.71665(N)    098 50 53.64662(W)     ADJUSTED  
 AO0640* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 AO0640  ___________________________________________________________________
 AO0640  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AO0640  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AO0640
 AO0640  HORZ ORDER  -  FIRST
 AO0640
 AO0640.The horizontal coordinates were established by classical geodetic methods
 AO0640.and adjusted by the National Geodetic Survey in February 1996..
 AO0640
 AO0640.The orthometric height was scaled from a topographic map.
 AO0640
 AO0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0640
 AO0640.The geoid height was determined by GEOID03.
 AO0640
 AO0640;                    North         East     Units Scale Factor Converg.
 AO0640;SPC TXSC     - 4,093,189.574   614,832.894   MT  0.99992925   +0 04 27.7
 AO0640;SPC TXSC     -13,429,072.79  2,017,164.25   sFT  0.99992925   +0 04 27.7
 AO0640;UTM  14      - 3,171,887.652   514,828.023   MT  0.99960271   +0 04 22.2
 AO0640
 AO0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0640!SPC TXSC     -   0.99998053  x   0.99992925  =   0.99990978
 AO0640!UTM  14      -   0.99998053  x   0.99960271  =   0.99958325
 AO0640
 AO0640:                Primary Azimuth Mark                     Grid Az
 AO0640:SPC TXSC     -  ORILEA AZ MK                             042 07 20.2
 AO0640:UTM  14      -  ORILEA AZ MK                             042 07 25.7
 AO0640
 AO0640|---------------------------------------------------------------------|
 AO0640| PID    Reference Object                     Distance      Geod. Az  |
 AO0640|                                                           dddmmss.s |
 AO0640| CV5002 ORILEA AZ MK                                       0421147.9 |
 AO0640| CV5005 ORILEA RM 3                          26.162 METERS 06119     |
 AO0640| CV5003 ORILEA RM 1                          31.381 METERS 08520     |
 AO0640| CV5004 ORILEA RM 2                          17.286 METERS 19224     |
 AO0640|---------------------------------------------------------------------|
 AO0640
 AO0640                          SUPERSEDED SURVEY CONTROL
 AO0640
 AO0640  NAD 83(1986)-  28 40 26.71933(N)    098 50 53.62470(W) AD(       ) 1
 AO0640  NAD 27      -  28 40 25.78200(N)    098 50 52.52700(W) AD(       ) 1
 AO0640
 AO0640.Superseded values are not recommended for survey control.
 AO0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0640.See file dsdata.txt to determine how the superseded data were derived.
 AO0640
 AO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS1482871888(NAD 83)
 AO0640_MARKER: DS = TRIANGULATION STATION DISK
 AO0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0640
 AO0640  HISTORY     - Date     Condition        Report By
 AO0640  HISTORY     - 1952     MONUMENTED       CGS
 AO0640  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AO0640  HISTORY     - 1960     SEE DESCRIPTION  LOCENG
 AO0640  HISTORY     - 19950724 MARK NOT FOUND   USPSQD
 AO0640
 AO0640                          STATION DESCRIPTION
 AO0640
 AO0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0640'THE STATION IS ABOUT 16 MILES SOUTHWEST OF CHARLOTTE, 4-1/4 MILES
 AO0640'SOUTHWEST OF THE VILLAGE OF HINDES.  AND ABOUT 0.75 MILE
 AO0640'SOUTH OF THE ORILEA SCHOOL.
 AO0640'
 AO0640'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 97 AND FARM ROAD 140
 AO0640'IN CHARLOTTE, GO SOUTHWEST ON STATE HIGHWAY 97 FOR 11.05 MILES TO
 AO0640'A SIDE ROAD RIGHT.  TURN RIGHT, WEST, AND GO 0.1 MILE TO A
 AO0640'CROSSROAD (THIS IS AT THE NORTH END OF THE VILLAGE OF HINDES AND
 AO0640'THE LOCATION OF THE VILLAGE MAIL BOXES).  TURN LEFT, SOUTH, AND
 AO0640'GO 0.2 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.05
 AO0640'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, WEST, AND GO ON THE
 AO0640'MAIN ROAD WEST AND SOUTH FOR 2 MILES TO A BRIDGE.  CONTINUE
 AO0640'STRAIGHT AHEAD ON THE MAIN ROAD FOR 1.75 MILES TO A FARM
 AO0640'HOUSE ON THE RIGHT AND SITE OF THE AZIMUTH MARK ON THE LEFT.
 AO0640'CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 0.7 MILE TO A
 AO0640'WINDMILL ON THE LEFT AND STATION SITE ON THE RIGHT.
 AO0640'
 AO0640'THE STATION MARK IS A STANDARD TABLET SET IN THE TOP OF A CONCRETE
 AO0640'CYLINDER.  THE DISK IS STAMPED ORILEA 1952, AND PROJECTS 5 INCHES.
 AO0640'IT IS LOCATED 50 FEET WEST OF THE CENTER LINE OF A DIRT ROAD.
 AO0640'30 FEET WEST-SOUTHWEST OF A POWER LINE POLE.  27 FEET WEST OF THE
 AO0640'WEST RIGHT-OF-WAY FENCE LINE.  AND 27 FEET WEST OF A WHITE
 AO0640'WITNESS POST.
 AO0640'
 AO0640'REFERENCE MARK NO. 1 IS A STANDARD TABLET SET IN THE TOP OF A
 AO0640'CONCRETE CYLINDER.  THE DISK IS STAMPED ORILEA NO 1 1952,
 AO0640'AND PROJECTS 6 INCHES.  IT IS LOCATED 15 FEET EAST OF THE CENTER
 AO0640'LINE OF A DIRT ROAD.  AND 3 FEET WEST OF THE EAST RIGHT-OF-WAY
 AO0640'FENCE LINE.
 AO0640'
 AO0640'REFERENCE MARK NO. 2 IS A STANDARD TABLET SET IN THE TOP OF
 AO0640'A CONCRETE CYLINDER.  THE DISK IS STAMPED ORILEA NO 2 1952,
 AO0640'AND PROJECTS 4 INCHES.  IT IS LOCATED 21 FEET WEST OF THE
 AO0640'CENTER LINE OF A DIRT ROAD.  AND 3 FEET EAST OF THE WEST
 AO0640'RIGHT-OF-WAY FENCE LINE.
 AO0640'
 AO0640'AZIMUTH MARK IS A STANDARD TABLET SET IN THE TOP OF A CONCRETE
 AO0640'POST.  THE DISK IS STAMPED ORILEA 1952, AND IS FLUSH WITH THE
 AO0640'GROUND.  IT IS LOCATED 21 FEET EAST OF THE CENTER LINE OF A
 AO0640'DIRT ROAD.  15 FEET NORTH OF THE CENTER OF A WIRE GATE.  3
 AO0640'FEET SOUTH OF A WHITE WITNESS POST.  AND 1 FOOT WEST OF THE EAST
 AO0640'RIGHT-OF-WAY FENCE LINE.
 AO0640'
 AO0640'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AO0640
 AO0640                          STATION RECOVERY (1960)
 AO0640
 AO0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 AO0640'THE SITE OF THIS STATION WAS RECOVERED AND THE SURFACE STATION
 AO0640'MARK WAS FOUND OUT OF THE GROUND.  REFERENCE MARK NO. 2 WAS
 AO0640'FOUND DESTROYED.  THE SITE OF THE STATION HAD BEEN PLOWED
 AO0640'BY BRUSH CLEARING ACTIVITIES AND IS NOW OPEN PASTURE.  THE
 AO0640'SUBSURFACE MARK WAS RECOVERED AND THE SURFACE MONUMENT WAS
 AO0640'RESET OVER THE SUB-MARK AND REFERENCE NO. 3 WAS ESTABLISHED.
 AO0640'A NEW DESCRIPTION IS AS FOLLOWS-
 AO0640'
 AO0640'STATION IS ABOUT 16 MILES SOUTHWEST OF CHARLOTTE AND 4-1/4
 AO0640'MILES SOUTH WEST OF HINDES, ALONG THE NORTHWEST SIDE OF F.M.
 AO0640'ROAD 1582 AND ABOUT 0.7 MILE NORTHEAST OF A NEW T ROAD LEADING
 AO0640'NORTHWEST TO PEARSALL WHICH IS 21 MILES NORTHWEST OF THE STATION.
 AO0640'
 AO0640'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 97
 AO0640'AND F.M. ROAD NO. 140 IN CHARLOTTE--GO SOUTHWEST ON HIGHWAY
 AO0640'NO. 197, 11.8 MILES TO A T ROAD JUNCTION TO THE RIGHT AT THE
 AO0640'SOUTH SIDE OF THE SITE OF THE OLD VILLAGE OF HINDES.  TURN
 AO0640'RIGHT HERE AND GO WEST AND SOUTHWEST ON A BLACKTOP ROAD WHICH
 AO0640'LATER BECOMES A GRAVEL ROAD, F.M. NO. 1582, A DISTANCE OF 04.5
 AO0640'MILES TO THE AZIMUTH MARK ON THE LEFT.  THERE ARE TWO WINDMILLS
 AO0640'HERE, 1 ON EACH SIDE OF THE ROAD.  THEN CONTINUE SOUTHWEST ON
 AO0640'THE MAIN ROAD 0.7 MILE TO THE STATION ON THE RIGHT.  THERE
 AO0640'ARE 2 GATES HERE, 1 ON EACH SIDE OF THE ROAD.
 AO0640'
 AO0640'THE STATION IS MARKED WITH A DISK STAMPED ORILEA 1952 1960 IN
 AO0640'A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.  IT IS ABOUT
 AO0640'17 YARDS WEST OF THE GATE AND 27 FEET NORTHWEST OF THE NORTHWEST
 AO0640'RIGHT-OF-WAY FENCE.
 AO0640'
 AO0640'THE SUBSURFACE MARK IS A DISK STAMPED ORILEA 1952 IN A CONCRETE
 AO0640'MASS, ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND.
 AO0640'
 AO0640'THE AZIMUTH MARK IS A DISK STAMPED ORILEA 1952 IN A CONCRETE
 AO0640'MONUMENT ABOUT FLUSH, 1 FOOT NORTHWEST OF THE SOUTHEAST
 AO0640'RIGHT-OF-WAY FENCE OF THE MAIN ROAD, 3 FEET SOUTH OF A 4 X 4
 AO0640'POST, ABOUT 20 FEET NORTH OF A WIRE GATE AND ABOUT 100 YARDS
 AO0640'SOUTH OF A WELL AND TANK ON THE NORTHWEST SIDE OF THE ROAD.
 AO0640'
 AO0640'REFERENCE MARK NO. 2 IS A DISK STAMPED ORILEA 1952 NO. 2, 3
 AO0640'FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE AND PROJECTS
 AO0640'3 INCHES.
 AO0640'
 AO0640'REFERENCE MARK NO. 3 IS A DISK STAMPED ORILEA 1952 NO. 3 1960 IN
 AO0640'A CONCRETE MONUMENT, 13 YARDS NORTHEAST OF THE GATE AND 2 FEET
 AO0640'NORTH WEST OF THE NORTHWEST RIGHT-OF-WAY FENCE, AND PROJECTS ABOUT
 AO0640'3 INCHES.
 AO0640
 AO0640                          STATION RECOVERY (1960)
 AO0640
 AO0640'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (WLF)
 AO0640'RECOVERED BY PLYMOUTH OIL CO.
 AO0640'
 AO0640'STATION WAS WILLFULLY DESTROYED BY LANDOWNER IN THE COURSE
 AO0640'OF ROOT PLOWING WITH BULLDOZER.  R.M. WAS DESTROYED BY COUNTY ROAD
 AO0640'HANDS IN SETTING THE RIGHT-OF-WAY FENCE BACK TO WIDEN THE ROAD.
 AO0640'NO GRADING HAS BEEN DONE.
 AO0640'
 AO0640'THE AZIMUTH MARK AND R.M. 2 WERE FOUND IN GOOD CONDITION.
 AO0640
 AO0640                          STATION RECOVERY (1995)
 AO0640
 AO0640'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0833 ***********************************************************************
 CC0833  DESIGNATION -  ORLA
 CC0833  PID         -  CC0833
 CC0833  STATE/COUNTY-  TX/REEVES
 CC0833  USGS QUAD   -  ORLA (1968)
 CC0833
 CC0833                         *CURRENT SURVEY CONTROL
 CC0833  ___________________________________________________________________
 CC0833* NAD 83(1993)-  31 48 47.75232(N)    103 57 09.52669(W)     ADJUSTED  
 CC0833* NAVD 88     -       932.3    (meters)    3059.     (feet)  VERTCON   
 CC0833  ___________________________________________________________________
 CC0833  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CC0833  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CC0833
 CC0833  HORZ ORDER  -  SECOND
 CC0833
 CC0833.The horizontal coordinates were established by classical geodetic methods
 CC0833.and adjusted by the National Geodetic Survey in February 1996..
 CC0833
 CC0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0833
 CC0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0833
 CC0833.The geoid height was determined by GEOID03.
 CC0833
 CC0833;                    North         East     Units Scale Factor Converg.
 CC0833;SPC TX C     - 3,243,545.117   357,375.076   MT  0.99998193   -1 51 51.0
 CC0833;SPC TX C     -10,641,530.94  1,172,488.06   sFT  0.99998193   -1 51 51.0
 CC0833;UTM  13      - 3,520,215.436   599,130.599   MT  0.99972119   +0 33 07.8
 CC0833
 CC0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0833!SPC TX C     -   0.99985766  x   0.99998193  =   0.99983959
 CC0833!UTM  13      -   0.99985766  x   0.99972119  =   0.99957889
 CC0833
 CC0833:                Primary Azimuth Mark                     Grid Az
 CC0833:SPC TX C     -  ROSS                                     188 04 15.6
 CC0833:UTM  13      -  ROSS                                     185 39 16.8
 CC0833
 CC0833|---------------------------------------------------------------------|
 CC0833| PID    Reference Object                     Distance      Geod. Az  |
 CC0833|                                                           dddmmss.s |
 CC0833| CC0831 ROSS                                APPROX. 9.8 KM 1861224.6 |
 CC0833| CH9218 ORLA RM 1                            13.114 METERS 19235     |
 CC0833| CH9219 ORLA RM 2                            13.127 METERS 29358     |
 CC0833|---------------------------------------------------------------------|
 CC0833
 CC0833                          SUPERSEDED SURVEY CONTROL
 CC0833
 CC0833  NAD 83(1993)-  31 48 47.75229(N)    103 57 09.52549(W) AD(       ) 2
 CC0833  NAD 83(1986)-  31 48 47.75236(N)    103 57 09.52517(W) AD(       ) 2
 CC0833  NAD 27      -  31 48 47.30234(N)    103 57 07.81863(W) AD(       ) 2
 CC0833  NGVD 29 (07/19/86)  931.8    (m)         3057.     (f) VERT ANG       
 CC0833
 CC0833.Superseded values are not recommended for survey control.
 CC0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0833.See file dsdata.txt to determine how the superseded data were derived.
 CC0833
 CC0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER9913120215(NAD 83)
 CC0833_MARKER: DD = SURVEY DISK
 CC0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0833
 CC0833  HISTORY     - Date     Condition        Report By
 CC0833  HISTORY     - 1969     MONUMENTED       USGS
 CC0833
 CC0833                          STATION DESCRIPTION
 CC0833
 CC0833'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (CHS)
 CC0833'THE STATION IS LOCATED SOUTH 73 DEG WEST ABOUT 2.5 MILES,
 CC0833'AIRLINE, FROM ORLA.  NORTH 71 DEG WEST ABOUT 22 MILES, AIRLINE, FROM
 CC0833'MENTONE.  ON A HIGH GRAVEL HILL OVERLOOKING THE TOWN OF ORLA.
 CC0833'11 FEET SOUTH OF USGS WITNESS SIGN MOUNTED ON A METAL POST.
 CC0833'
 CC0833'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 285 AND FARM ROAD
 CC0833'652 IN ORLA, GO 0.4 MILE WEST ALONG FARM ROAD 652 TO Y-ROAD
 CC0833'JUNCTION.  TAKE LEFT FORK, (GRADED GRAVEL OIL FIELD ROAD)
 CC0833'SOUTHWEST 1.9 MILES TO BEND.  CONTINUE ON GRADED OIL FIELD
 CC0833'ROAD 0.2 MILE TO T-ROAD JUNCTION NORTHWEST.  TURN RIGHT,
 CC0833'NORTHWEST, ALONG OIL FIELD ROAD 0.3 MILE TO BEND.  TURN LEFT
 CC0833'(WEST) ALONG OIL FIELD ROAD 0.5 MILE TO END OF ROAD AND TOP
 CC0833'OF HILL AND STATION.
 CC0833'
 CC0833'STATION MARK--A USGS ALUMINUM TABLET SET IN TOP OF CONCRETE POST.
 CC0833'THE TABLET PROJECTS 0.4 FOOT AND IS STAMPED ORLA ET 1960-1969.
 CC0833'
 CC0833'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CC0833'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (6.5 FEET).
 CC0833'CENTERED IN AN ORANGEBURG TILE, FILLED WITH GRAVEL, 6 INCHES IN
 CC0833'DIAMETER AND 12 INCHES LONG.  TABLET IS SET FLUSH WITH GROUND AND
 CC0833'STAMPED ORLA ET 1960-1969 NO. 1.
 CC0833'
 CC0833'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CC0833'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (5 FEET).  CENTERED
 CC0833'IN AN ORANGEBURG TILE, FILLED WITH GRAVEL, 6 INCHES IN DIAMETER
 CC0833'AND 12 INCHES LONG.  TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CC0833'ORLA ET 1960-1969 NO 2.
 CC0833'
 CC0833'STATION RED ET 1969 IS VISIBLE FROM THE GROUND AT THIS STATION
 CC0833'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3354 ***********************************************************************
 BK3354  PACS        -  This is a Primary Airport Control Station.
 BK3354  DESIGNATION -  ORPORT
 BK3354  PID         -  BK3354
 BK3354  STATE/COUNTY-  TX/ORANGE
 BK3354  USGS QUAD   -  ORANGEFIELD (1974)
 BK3354
 BK3354                         *CURRENT SURVEY CONTROL
 BK3354  ___________________________________________________________________
 BK3354* NAD 83(1993)-  30 03 56.66853(N)    093 48 13.84623(W)     ADJUSTED  
 BK3354* NAVD 88     -         2.24   (meters)       7.3    (feet)  GPS OBS   
 BK3354  ___________________________________________________________________
 BK3354  X           -    -366,505.997 (meters)                     COMP
 BK3354  Y           -  -5,512,416.848 (meters)                     COMP
 BK3354  Z           -   3,176,670.289 (meters)                     COMP
 BK3354  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK3354  ELLIP HEIGHT-         -25.18  (meters)          (10/24/00) GPS OBS
 BK3354  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK3354
 BK3354  HORZ ORDER  -  B
 BK3354  ELLP ORDER  -  FOURTH    CLASS II
 BK3354
 BK3354.This mark is at Orange Co (ORG) Airport (ORG)
 BK3354
 BK3354.The horizontal coordinates were established by GPS observations
 BK3354.and adjusted by the National Geodetic Survey in February 1996..
 BK3354
 BK3354.The orthometric height was determined by GPS observations and a
 BK3354.high-resolution geoid model.
 BK3354
 BK3354.GPS derived orthometric heights for airport stations designated as
 BK3354.PACS or SACS are published to 2 decimal places.  This maintains
 BK3354.centimeter relative accuracy between the PACS and SACS.  It does
 BK3354.not indicate centimeter accuracy relative to other marks which are
 BK3354.part of the NAVD 88 network.
 BK3354
 BK3354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3354
 BK3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3354
 BK3354.The ellipsoidal height was determined by GPS observations
 BK3354.and is referenced to NAD 83.
 BK3354
 BK3354.The geoid height was determined by GEOID03.
 BK3354
 BK3354;                    North         East     Units Scale Factor Converg.
 BK3354;SPC TX C     - 3,062,713.331 1,329,237.603   MT  1.00001398   +3 21 47.1
 BK3354;SPC TX C     -10,048,251.99  4,361,007.04   sFT  1.00001398   +3 21 47.1
 BK3354;SPC LA S     -   176,121.120   761,822.667   MT  0.99992638   -1 14 07.0
 BK3354;SPC LA S     -   577,824.04  2,499,413.20   sFT  0.99992638   -1 14 07.0
 BK3354;UTM  15      - 3,326,342.358   422,520.773   MT  0.99967406   -0 24 09.9
 BK3354
 BK3354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3354!SPC TX C     -   1.00000395  x   1.00001398  =   1.00001793
 BK3354!SPC LA S     -   1.00000395  x   0.99992638  =   0.99993033
 BK3354!UTM  15      -   1.00000395  x   0.99967406  =   0.99967801
 BK3354
 BK3354                          SUPERSEDED SURVEY CONTROL
 BK3354
 BK3354  ELLIP H (02/20/96)  -25.03   (m)                       GP(       ) 3 2
 BK3354  NAD 83(1993)-  30 03 56.67049(N)    093 48 13.84650(W) AD(       ) 3
 BK3354  ELLIP H (02/16/96)  -25.10   (m)                       GP(       ) 5 1
 BK3354  NAD 83(1993)-  30 03 56.68298(N)    093 48 13.83162(W) AD(       ) 3
 BK3354  ELLIP H (01/21/93)  -25.23   (m)                       GP(       ) 4 2
 BK3354  NAD 83(1986)-  30 03 56.68671(N)    093 48 13.83006(W) AD(       ) 3
 BK3354  NAD 27      -  30 03 55.90774(N)    093 48 13.20562(W) AD(       ) 3
 BK3354  NGVD 29 (12/08/88)    2.3    (m)            8.     (f) GPS OBS        
 BK3354
 BK3354.Superseded values are not recommended for survey control.
 BK3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3354.See file dsdata.txt to determine how the superseded data were derived.
 BK3354
 BK3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2252126342(NAD 83)
 BK3354_MARKER: I = METAL ROD
 BK3354_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 BK3354_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK3354_STAMPING: ORPORT 1988
 BK3354_MARK LOGO: NGS   
 BK3354_PROJECTION: FLUSH
 BK3354_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3354+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 BK3354_ROD/PIPE-DEPTH: 11.1 meters
 BK3354_SLEEVE-DEPTH  : 0.76 meters
 BK3354
 BK3354  HISTORY     - Date     Condition        Report By
 BK3354  HISTORY     - 1988     MONUMENTED       NGS
 BK3354  HISTORY     - 19950118 GOOD             NGS
 BK3354  HISTORY     - 19951024 GOOD             NGS
 BK3354  HISTORY     - 19960427 GOOD             USPSQD
 BK3354  HISTORY     - 20000621 GOOD             LOCSUR
 BK3354  HISTORY     - 20040314 GOOD             USPSQD
 BK3354  HISTORY     - 20060825 GOOD             INDIV
 BK3354
 BK3354                          STATION DESCRIPTION
 BK3354
 BK3354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BK3354'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHWEST OF ORANGE AT THE
 BK3354'ORANGE COUNTY AIRPORT.  OWNERSHIP--ORANGE COUNTY, C/O CHUCK
 BK3354'BALDWIN-FBO, P.O. BOX 2339, ORANGE TX 77630.  TELEPHONE NUMBER
 BK3354'409-883-6964.
 BK3354'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 87 AND 62
 BK3354'ABOUT 8 KM (4.95 MI) SOUTHWEST OF ORANGE.  GO NORTHEAST ON STATE
 BK3354'HIGHWAY 87 FOR 3.0 KM (1.85 MI) TO THE MAIN ENTRANCE TO THE AIRPORT
 BK3354'ON THE LEFT.  TURN LEFT FOR 0.8 KM (0.50 MI) TO A GAP IN A CABLE TYPE
 BK3354'FENCE.  TURN RIGHT AND GO NORTHWEST ACROSS THE APRON FOR 0.2 KM
 BK3354'(0.10 MI) TO A TAXIWAY ON THE LEFT, LEADING SOUTHWEST.  TURN LEFT AND
 BK3354'GO SOUTHWEST ON THE TAXIWAY FOR 1.0 KM (0.60 MI) TO THE STATION ON
 BK3354'THE RIGHT.
 BK3354'THE MARK IS SET 46.7 M (153.2 FT) SOUTHEAST OF THE CENTERLINE OF THE
 BK3354'RUNWAY, 26.3 M (86.3 FT) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY,
 BK3354'11.1 M (36.4 FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY, AT THE
 BK3354'HOLD BARS AND 2.5 M (8.2 FT) SOUTH OF THE CENTER OF A RED RUNWAY
 BK3354'INDICATOR SIGN.
 BK3354'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BK3354'DESCRIBED BY B.L.L.
 BK3354
 BK3354                          STATION RECOVERY (1995)
 BK3354
 BK3354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 BK3354'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) SOUTHWEST OF ORANGE AT
 BK3354'THE ORANGE COUNTY AIRPORT.  OWNERSHIP-- ORANGE COUNTY.  FOR ACCESS
 BK3354'CONTACT MR.  CHUCK FRAZIER, AIRPORT MANAGER, 2520 SOUTH HIGHWAY 87,
 BK3354'ORANGE, TX 77630.  PHONE (409) 882-7895 OR 6262.  TO REACH THE STATION
 BK3354'FROM THE JUNCTION OF STATE HIGHWAY 87 AND STATE HIGHWAY 62, ABOUT 5.O
 BK3354'MI SOUTHWEST OF ORANGE, GO NORTH ON STATE HIGHWAY 87 FOR 1.85 MI (2.98
 BK3354'KM) TO THE AIRPORT ON THE LEFT.  TURN LEFT FOR 0.05 MI (0.08 KM) TO
 BK3354'THE AIRPORT OFFICE ON THE LEFT.  FROM THE AIRPORT OFFICE, CONTINUE
 BK3354'AHEAD FOR 0.15 MI (0.24 KM) TO THE APRON.  TURN RIGHT TO THE TAXIWAY
 BK3354'JUST AHEAD.  TURN LEFT, SOUTHWEST, ON THE PARALLEL TAXIWAY FOR 0.4 MI
 BK3354'(0.6 KM) TO A CONNECTING TAXIWAY WITH A RUNWAY SIGN AND THE STATION ON
 BK3354'THE RIGHT.  THE STATION IS 46.7 M (153.2 FT) SOUTHEAST OF THE
 BK3354'CENTERLINE OF RUNWAY 4, 26.3 M (86.3 FT) NORTHWEST OF THE CENTERLINE
 BK3354'OF THE PARALLEL TAXIWAY, 11.1 M (36.4 FT) NORTHEAST OF THE CENTERLINE
 BK3354'OF CONNECTING TAXIWAY AT THE HOLD BAR, AND 2.5 M (8.2 FT)
 BK3354'EAST-NORTHEAST OF THE CENTER OF A RED RUNWAY INDICATOR SIGN.  THIS IS
 BK3354'A PAC STATION.
 BK3354
 BK3354                          STATION RECOVERY (1995)
 BK3354
 BK3354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 BK3354'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) SOUTHWEST OF ORANGE AT
 BK3354'THE ORANGE COUNTY AIRPORT.  OWNERSHIP-- ORANGE COUNTY.  FOR ACCESS
 BK3354'CONTACT MR.  CHUCK FRAZIER, AIRPORT MANAGER, 2520 SOUTH HIGHWAY 87,
 BK3354'ORANGE, TX 77630.  PHONE (409) 882-7895 OR 6262.  TO REACH THE STATION
 BK3354'FROM THE JUNCTION OF STATE HIGHWAY 87 AND STATE HIGHWAY 62, ABOUT 5.O
 BK3354'MI SOUTHWEST OF ORANGE, GO NORTH ON STATE HIGHWAY 87 FOR 1.85 MI (2.98
 BK3354'KM) TO THE AIRPORT ON THE LEFT.  TURN LEFT FOR 0.05 MI (0.08 KM) TO
 BK3354'THE AIRPORT OFFICE ON THE LEFT.  FROM THE AIRPORT OFFICE, CONTINUE
 BK3354'AHEAD FOR 0.15 MI (0.24 KM) TO THE APRON.  TURN RIGHT TO THE TAXIWAY
 BK3354'JUST AHEAD.  TURN LEFT, SOUTHWEST, ON THE PARALLEL TAXIWAY FOR 0.4 MI
 BK3354'(0.6 KM) TO A CONNECTING TAXIWAY AND THE STATION ON THE RIGHT.  THE
 BK3354'STATION IS 46.7 M (153.2 FT) SOUTHEAST OF THE CENTERLINE OF RUNWAY END
 BK3354'4, 26.3 M (86.3 FT) NORTHWEST OF THE CENTERLINE OF THE PARALLEL
 BK3354'TAXIWAY, 11.1 M (36.4 FT) NORTHEAST OF THE CONNECTING TAXIWAY AT THE
 BK3354'HOLD BAR, AND 2.5 M (8.2 FT) EAST-NORTHEAST OF THE CENTER OF A RED
 BK3354'RUNWAY SIGN.  THIS STATION HAS BEEN SELECTED AS A PRIMARY AIRPORT
 BK3354'CONTROL STATION (PACS) .
 BK3354
 BK3354                          STATION RECOVERY (1996)
 BK3354
 BK3354'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK3354'RECOVERED IN GOOD CONDITION.
 BK3354
 BK3354                          STATION RECOVERY (2000)
 BK3354
 BK3354'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 BK3354'RECOVERED IN GOOD CONDITION.
 BK3354
 BK3354                          STATION RECOVERY (2004)
 BK3354
 BK3354'RECOVERY NOTE BY US POWER SQUADRON 2004 (SSQ)
 BK3354'RECOVERED IN GOOD CONDITION.
 BK3354
 BK3354                          STATION RECOVERY (2006)
 BK3354
 BK3354'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 BK3354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1382 ***********************************************************************
 AJ1382  DESIGNATION -  ORVIL
 AJ1382  PID         -  AJ1382
 AJ1382  STATE/COUNTY-  TX/WEBB
 AJ1382  USGS QUAD   -  ORVIL (1980)
 AJ1382
 AJ1382                         *CURRENT SURVEY CONTROL
 AJ1382  ___________________________________________________________________
 AJ1382* NAD 83(1993)-  27 38 13.21297(N)    099 28 13.52312(W)     ADJUSTED  
 AJ1382* NAVD 88     -       208.81   (+/-2cm)     685.1    (feet)  VERTCON   
 AJ1382  ___________________________________________________________________
 AJ1382  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AJ1382  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AJ1382
 AJ1382  HORZ ORDER  -  FIRST
 AJ1382  VERT ORDER  -  THIRD ? (See Below)
 AJ1382
 AJ1382.The horizontal coordinates were established by classical geodetic methods
 AJ1382.and adjusted by the National Geodetic Survey in February 1996..
 AJ1382
 AJ1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1382.The vertical order pertains to the NGVD 29 superseded value.
 AJ1382
 AJ1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1382
 AJ1382.The geoid height was determined by GEOID03.
 AJ1382
 AJ1382;                    North         East     Units Scale Factor Converg.
 AJ1382;SPC TX S     - 5,218,669.581   204,234.564   MT  0.99995618   -0 26 26.1
 AJ1382;SPC TX S     -17,121,585.12    670,059.57   sFT  0.99995618   -0 26 26.1
 AJ1382;UTM  14      - 3,057,080.833   453,592.448   MT  0.99962658   -0 13 05.6
 AJ1382
 AJ1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1382!SPC TX S     -   0.99997098  x   0.99995618  =   0.99992716
 AJ1382!UTM  14      -   0.99997098  x   0.99962658  =   0.99959757
 AJ1382
 AJ1382:                Primary Azimuth Mark                     Grid Az
 AJ1382:SPC TX S     -  WINDMILL NE OF STA ORVIL                 013 06 57.5
 AJ1382:UTM  14      -  WINDMILL NE OF STA ORVIL                 012 53 37.0
 AJ1382
 AJ1382|---------------------------------------------------------------------|
 AJ1382| PID    Reference Object                     Distance      Geod. Az  |
 AJ1382|                                                           dddmmss.s |
 AJ1382| AJ1381 WINDMILL NE OF STA ORVIL            APPROX. 6.7 KM 0124031.4 |
 AJ1382| AJ1383 WINDMILL EAST OF STATION ORVIL      APPROX. 1.7 KM 0465020.0 |
 AJ1382| AJ1409 FORT RESET                          APPROX.21.7 KM 1664227.7 |
 AJ1382| AJ1376 WHITE WINDMILL SW OF STA ORVIL      APPROX. 2.6 KM 1901358.1 |
 AJ1382| AJ1432 NUEVO LAREDO PRESBYTERIAN CH        APPROX.14.6 KM 1924029.4 |
 AJ1382| AJ1431 LAREDO CATHOLIC CHURCH STEEPLE      APPROX.15.3 KM 1930306.0 |
 AJ1382| AJ1433 CENTRAL LAREDO WATERWKS STK         APPROX.15.5 KM 1935901.0 |
 AJ1382| AJ1430 CENTRAL LAREDO WATERWKS SPIPE       APPROX.15.5 KM 1940231.8 |
 AJ1382| AJ1434 WHITE HOUSE                         APPROX. 8.8 KM 2222823.3 |
 AJ1382| CV2748 ORVIL RM                             13.450 METERS 23419     |
 AJ1382| AJ1427 WINDMILL NE OF STATION KNOB         APPROX. 6.5 KM 3010652.5 |
 AJ1382|---------------------------------------------------------------------|
 AJ1382
 AJ1382                          SUPERSEDED SURVEY CONTROL
 AJ1382
 AJ1382  NAD 83(1986)-  27 38 13.20993(N)    099 28 13.49728(W) AD(       ) 1
 AJ1382  NAD 27      -  27 38 12.15800(N)    099 28 12.35400(W) AD(       ) 1
 AJ1382  NGVD 29 (07/19/86)  208.80   (m)          685.0    (f) LEVELING    3  
 AJ1382
 AJ1382.Superseded values are not recommended for survey control.
 AJ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1382.See file dsdata.txt to determine how the superseded data were derived.
 AJ1382
 AJ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5359257081(NAD 83)
 AJ1382_MARKER: DS = TRIANGULATION STATION DISK
 AJ1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1382
 AJ1382  HISTORY     - Date     Condition        Report By
 AJ1382  HISTORY     - 1917     MONUMENTED       CGS
 AJ1382  HISTORY     - 1955     GOOD             LOCSUR
 AJ1382  HISTORY     - 1965     GOOD             USGS
 AJ1382  HISTORY     - 1966     GOOD             CGS
 AJ1382  HISTORY     - 1970     GOOD             NGS
 AJ1382
 AJ1382                          STATION DESCRIPTION
 AJ1382
 AJ1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1382'STATION IS ABOUT 1-1/2 MILES E OF ORVIL RAILWAY STATION, 1/2
 AJ1382'MILE N OF WINDMILL ON THE SOUTHERN END OF A GROUP OF KNOBS WHICH
 AJ1382'ARE COVERED WITH LOW BRUSH AND PRICKLY PEAR.  A NEW STRAIGHT
 AJ1382'ROAD LEADS ACROSS THE RAILWAY AT ORVIL RAILWAY STATION TO A
 AJ1382'WINDMILL ABOUT 1-1/4 MILES DISTANT AND JUST E OF THE ROAD.
 AJ1382'THE HILL ON WHICH THE STATION IS LOCATED CAN BE SEEN FROM THE
 AJ1382'WINDMILL, AND IT IS ABOUT 300 METERS (984 FEET) BEYOND THE
 AJ1382'NEAREST HILLS.
 AJ1382'
 AJ1382'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AJ1382'
 AJ1382'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1382'
 AJ1382'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AJ1382'13.95 METERS (45.8 FEET) FROM THE STATION S 54 DEG 19 MIN W.
 AJ1382
 AJ1382                          STATION RECOVERY (1955)
 AJ1382
 AJ1382'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1955
 AJ1382'RECOVERED BY V.L. BEAVERS AND ASSOC
 AJ1382'
 AJ1382'FROM THE INTERSECTION OF HIGHWAYS 81 AND 59 IN LAREDO, TRAVEL NE
 AJ1382'ON HIGHWAY 81 FOR 7.6 MI. TO THE ORVIL RAILROAD STATION, TURN
 AJ1382'RIGHT ACROSS THE RAILROAD TRACKS FOR ABOUT 100 YD., SW OF A
 AJ1382'CATTLE-LOADING CHUTE.  GO THROUGH THE LOCKED GATE AND FOLLOW A
 AJ1382'RANCH ROAD FOR 1.5 MI. TO THE TOP OF A HILL.
 AJ1382'
 AJ1382'STATION IS A BRASS CAP, SET IN CONCRETE, AND LOCATED 60 FT.
 AJ1382'TO THE LEFT OF THE ROAD, ON THE FLAT TOP OF A HILL.
 AJ1382
 AJ1382                          STATION RECOVERY (1965)
 AJ1382
 AJ1382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AJ1382'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD
 AJ1382'TRIANG. DISK SET IN A CONCRETE POST THAT PROJECTS ABOUT 0.2
 AJ1382'FOOT.  REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
 AJ1382'
 AJ1382'TO REACH--FROM THE JCT OF U.S. HWY 81 AND FR 1472 AT THE NORTH
 AJ1382'END OF LAREDO, GO NORTH ON U.S. HWY 81 FOR 05.1 MILES TO A
 AJ1382'T-ROAD RIGHT (SE) AT ORVIL RR SIDING.  TURN RIGHT AND FOLLOW
 AJ1382'THE MAIN TRAVELED PRIVATE ROAD FOR 01.3 MILES TO THE TOP OF A
 AJ1382'FLAT TOPPED HILL OPPOSITE A GRAVEL PIT.  THE STATION IS ON THE
 AJ1382'LEFT ABOUT 153 FEET WNW OF THE CENTER LINE OF THE ROAD AND 35
 AJ1382'FEET NORTHWEST OF THE GRAVEL PIT.
 AJ1382'
 AJ1382'STATION MARK-STANDARD NGS DISK STAMPED ---ORVIL 1917--- SET IN
 AJ1382'CONCRETE POST THAT PROJECTS ABOUT 0.2 FT.
 AJ1382
 AJ1382                          STATION RECOVERY (1966)
 AJ1382
 AJ1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (MLG)
 AJ1382'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THE DISTANCE IS
 AJ1382'1.3 MILES INSTEAD OF 1.5 MILES WHICH IS STATED IN THE 1955
 AJ1382'DESCRIPTION.  THE STATION AND R.M. 1 1917 AND R.M. 2 1956
 AJ1382'WERE RECOVERED IN GOOD CONDITION ABOUT 60 FT (STATION) WEST
 AJ1382'(LEFT) OF THE ROAD AND JUST NORTH OF A BORROW PIT.  NO MENTION
 AJ1382'OF R.M. 2 WAS FOUND IN ANY PREVIOUS DESCRIPTION.  IT IS NW OF
 AJ1382'THE STATION 54.30 FT IN A MOUND OF CONCRETE.
 AJ1382
 AJ1382                          STATION RECOVERY (1970)
 AJ1382
 AJ1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 AJ1382'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AJ1382'
 AJ1382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES NORTH
 AJ1382'OF LAREDO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1203 ***********************************************************************
 CA1203  DESIGNATION -  OSBORNE ET
 CA1203  PID         -  CA1203
 CA1203  STATE/COUNTY-  TX/RUNNELS
 CA1203  USGS QUAD   -  WINTERS (1987)
 CA1203
 CA1203                         *CURRENT SURVEY CONTROL
 CA1203  ___________________________________________________________________
 CA1203* NAD 83(1993)-  31 56 21.90865(N)    099 59 09.64959(W)     ADJUSTED  
 CA1203* NAVD 88     -       577.7    (meters)    1895.     (feet)  VERTCON   
 CA1203  ___________________________________________________________________
 CA1203  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CA1203  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CA1203
 CA1203  HORZ ORDER  -  THIRD
 CA1203
 CA1203.The horizontal coordinates were established by classical geodetic methods
 CA1203.and adjusted by the National Geodetic Survey in February 1996..
 CA1203
 CA1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1203
 CA1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1203
 CA1203.The geoid height was determined by GEOID03.
 CA1203
 CA1203;                    North         East     Units Scale Factor Converg.
 CA1203;SPC TX C     - 3,252,010.698   732,841.334   MT  1.00001555   +0 10 44.0
 CA1203;SPC TX C     -10,669,305.10  2,404,330.28   sFT  1.00001555   +0 10 44.0
 CA1203;SPC TXNC     - 2,031,240.815   459,485.989   MT  1.00005935   -0 48 37.7
 CA1203;SPC TXNC     - 6,664,162.57  1,507,496.95   sFT  1.00005935   -0 48 37.7
 CA1203;UTM  14      - 3,534,145.049   406,802.503   MT  0.99970712   -0 31 18.0
 CA1203
 CA1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1203!SPC TX C     -   0.99991329  x   1.00001555  =   0.99992884
 CA1203!SPC TXNC     -   0.99991329  x   1.00005935  =   0.99997263
 CA1203!UTM  14      -   0.99991329  x   0.99970712  =   0.99962043
 CA1203
 CA1203:                Primary Azimuth Mark                     Grid Az
 CA1203:SPC TX C     -  WINTERS                                  353 37 22.6
 CA1203:SPC TXNC     -  WINTERS                                  354 36 44.3
 CA1203:UTM  14      -  WINTERS                                  354 19 24.6
 CA1203
 CA1203|---------------------------------------------------------------------|
 CA1203| PID    Reference Object                     Distance      Geod. Az  |
 CA1203|                                                           dddmmss.s |
 CA1203| CA1200 WINTERS                             APPROX. 3.0 KM 3534806.6 |
 CA1203|---------------------------------------------------------------------|
 CA1203
 CA1203                          SUPERSEDED SURVEY CONTROL
 CA1203
 CA1203  NAD 83(1986)-  31 56 21.91560(N)    099 59 09.63602(W) AD(       ) 3
 CA1203  NAD 27      -  31 56 21.38505(N)    099 59 08.29900(W) AD(       ) 3
 CA1203  NGVD 29 (07/19/86)  577.6    (m)         1895.     (f) VERT ANG       
 CA1203
 CA1203.Superseded values are not recommended for survey control.
 CA1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1203.See file dsdata.txt to determine how the superseded data were derived.
 CA1203
 CA1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0680334145(NAD 83)
 CA1203_MARKER: DD = SURVEY DISK
 CA1203_SETTING: 0 = UNSPECIFIED SETTING
 CA1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1203
 CA1203  HISTORY     - Date     Condition        Report By
 CA1203  HISTORY     - 1958     MONUMENTED       USGS
 CA1203
 CA1203                          STATION DESCRIPTION
 CA1203
 CA1203'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CA1203'LOCATED ABOUT 2.0 MI. SW. OF WINTERS, TEXAS, AND ABOUT 9 MI. NE. OF
 CA1203'NORTON, TEXAS, ON A BARE HILL TOP 170 FT. N. OF E-W. RD. AND JUST S.
 CA1203'OF OLD CALICHE PIT.
 CA1203'
 CA1203'TO REACH FROM POST OFFICE IN WINTERS, GO N. 1/2 BLOCK N. TO STOP
 CA1203'LIGHT, TURN LEFT (W.) ONTO FARM ROAD 53 AND GO 1.4 MI. TO CEMETERY
 CA1203'AND DIRT RD. ON W. EDGE, TURN LEFT (S.) AND GO 1.1 MI. TO SIDE RD.
 CA1203'TURN LEFT (E.) AND GO 0.3 MI. TO TOP OF HILL AND CALICHE PIT.
 CA1203'STATION IS ON NW. CORNER OF PIT.
 CA1203'
 CA1203'STATION MARK--STANDARD TABLET STAMPED ---OSBORNE ET 1958---, SET IN
 CA1203'CONCRETE MONUMENT BURIED IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3068 ***********************************************************************
 CS3068  DESIGNATION -  OSCEOLA
 CS3068  PID         -  CS3068
 CS3068  STATE/COUNTY-  TX/HILL
 CS3068  USGS QUAD   -  ITASCA (1965)
 CS3068
 CS3068                         *CURRENT SURVEY CONTROL
 CS3068  ___________________________________________________________________
 CS3068* NAD 83(1993)-  32 09 04.48813(N)    097 14 28.07568(W)     ADJUSTED  
 CS3068* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 CS3068  ___________________________________________________________________
 CS3068  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 CS3068  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CS3068
 CS3068  HORZ ORDER  -  SECOND
 CS3068
 CS3068.The horizontal coordinates were established by classical geodetic methods
 CS3068.and adjusted by the National Geodetic Survey in February 1996..
 CS3068
 CS3068.The orthometric height was scaled from a topographic map.
 CS3068
 CS3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3068
 CS3068.The geoid height was determined by GEOID03.
 CS3068
 CS3068;                    North         East     Units Scale Factor Converg.
 CS3068;SPC TXNC     - 2,054,448.201   718,755.271   MT  0.99999509   +0 41 11.7
 CS3068;SPC TXNC     - 6,740,302.14  2,358,116.25   sFT  0.99999509   +0 41 11.7
 CS3068;UTM  14      - 3,558,555.570   665,872.559   MT  0.99993931   +0 56 10.3
 CS3068
 CS3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3068!SPC TXNC     -   0.99996817  x   0.99999509  =   0.99996326
 CS3068!UTM  14      -   0.99996817  x   0.99993931  =   0.99990749
 CS3068
 CS3068:                Primary Azimuth Mark                     Grid Az
 CS3068:SPC TXNC     -  GRANDVIEW MUNICIPAL STANDPIPE            022 29 58.7
 CS3068:UTM  14      -  GRANDVIEW MUNICIPAL STANDPIPE            022 15 00.1
 CS3068
 CS3068|---------------------------------------------------------------------|
 CS3068| PID    Reference Object                     Distance      Geod. Az  |
 CS3068|                                                           dddmmss.s |
 CS3068| CS3048 GRANDVIEW MUNICIPAL STANDPIPE       APPROX.14.5 KM 0231110.4 |
 CS3068| CY2735 OSCEOLA RM 1                         28.393 METERS 14427     |
 CS3068| CY2734 OSCEOLA AZ MK                                      1512423.2 |
 CS3068| CY2736 OSCEOLA RM 2                         25.786 METERS 25500     |
 CS3068| CS3074 COVINGTON WATER TANK                APPROX. 3.4 KM 3342536.4 |
 CS3068| CS3073 WACO FORT WORTH ARIWAY BCN 48       APPROX.11.4 KM 3393705.5 |
 CS3068|---------------------------------------------------------------------|
 CS3068
 CS3068                          SUPERSEDED SURVEY CONTROL
 CS3068
 CS3068  NAD 83(1986)-  32 09 04.49481(N)    097 14 28.05543(W) AD(       ) 2
 CS3068  NAD 27      -  32 09 03.95400(N)    097 14 27.01600(W) AD(       ) 2
 CS3068
 CS3068.Superseded values are not recommended for survey control.
 CS3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3068.See file dsdata.txt to determine how the superseded data were derived.
 CS3068
 CS3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6587358556(NAD 83)
 CS3068_MARKER: DS = TRIANGULATION STATION DISK
 CS3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3068
 CS3068  HISTORY     - Date     Condition        Report By
 CS3068  HISTORY     - 1948     MONUMENTED       CGS
 CS3068  HISTORY     - 1966     MARK NOT FOUND   USGS
 CS3068  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 CS3068
 CS3068                          STATION DESCRIPTION
 CS3068
 CS3068'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3068'THE STATION IS LOCATED ABOUT 11.5 MILES NORTHWEST OF HILLSBORO
 CS3068'AND 1.5 MILES NORTHWEST OF OSCEOLA.  IT IS 61 FEET SOUTH-SOUTHEAST
 CS3068'OF A TELEPHONE POLE, 36 FEET EAST OF THE APPROXIMATE CENTERLINE
 CS3068'OF STATE HIGHWAY 171 AND 14 FEET NORTHWEST OF A WHITE WITNESS
 CS3068'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 CS3068'OSCEOLA 1948.
 CS3068'
 CS3068'REFERENCE MARK NO. 1 IS 93.15 FEET SOUTH-SOUTHEAST OF THE
 CS3068'STATION, 45 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE
 CS3068'HIGHWAY 171 AND 3 FEET NORTHWEST OF A TELEPHONE POLE.  THE MARK
 CS3068'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED OSCEOLA NO 1 1948.
 CS3068'
 CS3068'REFERENCE MARK NO. 2 IS 84.60 FEET WEST-NORTHWEST OF THE STATION,
 CS3068'45 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 171
 CS3068'AND 0.5 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT 4
 CS3068'INCHES AND THE DISK IS STAMPED OSCEOLA NO 1 1948.
 CS3068'
 CS3068'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE
 CS3068'STATION, 55 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE
 CS3068'HIGHWAY 171, 5 FEET NORTH OF NORTH GATEPOST OF A WIRE GATE,
 CS3068'3.4 FEET NORTH OF A WHITE WITNESS POST AND 0.5 FOOT EAST OF A
 CS3068'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 CS3068'STAMPED OSCEOLA 1948.
 CS3068'
 CS3068'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN HILLSBORO
 CS3068'GO WEST ON STATE HIGHWAYS 22 AND 171 FOR 0.3 MILE TO JUNCTION.
 CS3068'TURN NORTH ON STATE HIGHWAY 171 AND GO NORTHWEST FOR 11.8 MILE TO
 CS3068'AZIMUTH MARK ON LEFT, CONTINUE NORTHWEST FOR 0.3 MILE TO STATION
 CS3068'ON RIGHT AS DESCRIBED.
 CS3068'
 CS3068'AN 87 FOOT SIGNAL AT PARKER IS VISIBLE AT 37 FEET.
 CS3068'
 CS3068'A 100 FOOT SIGNAL AT COVINGTON IS VISIBLE AT 37 FEET.
 CS3068'
 CS3068'A 74 FOOT SIGNAL AT BOISDARC IS VISIBLE AT 37 FEET.
 CS3068'
 CS3068'A 100 FOOT SIGNAL AT MAYFIELD IS VISIBLE FROM THE GROUND.
 CS3068'
 CS3068'A 74 FOOT SIGNAL AT BLANTON IS VISIBLE AT 37 FEET.
 CS3068'
 CS3068'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS3068
 CS3068                          STATION RECOVERY (1966)
 CS3068
 CS3068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CS3068'STATION SEARCHED FOR BUT COULD BE FOUND.  VERY POSSIBLE IT WAS
 CS3068'DESTROYED WHEN ROAD WAS REGRADED.
 CS3068'
 CS3068'R.M. WAS FOUND PULLED OUT OF THE GROUND.  R.M. 2 WAS FOUND
 CS3068'IN GOOD CONDITION.  AZIMUTH MARK NOT FOUND.
 CS3068'
 CS3068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 CS3068'NW OF OSCEOLA
 CS3068
 CS3068                          STATION RECOVERY (1999)
 CS3068
 CS3068'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2260 ***********************************************************************
 AN2260  DESIGNATION -  OSGOOD 2
 AN2260  PID         -  AN2260
 AN2260  STATE/COUNTY-  TX/MATAGORDA
 AN2260  USGS QUAD   -  DECROS POINT (1973)
 AN2260
 AN2260                         *CURRENT SURVEY CONTROL
 AN2260  ___________________________________________________________________
 AN2260* NAD 83(1993)-  28 27 39.76815(N)    096 17 46.18947(W)     ADJUSTED  
 AN2260* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 AN2260  ___________________________________________________________________
 AN2260  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AN2260  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AN2260
 AN2260  HORZ ORDER  -  SECOND
 AN2260
 AN2260.The horizontal coordinates were established by classical geodetic methods
 AN2260.and adjusted by the National Geodetic Survey in February 1996..
 AN2260
 AN2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2260
 AN2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2260
 AN2260.The geoid height was determined by GEOID03.
 AN2260
 AN2260;                    North         East     Units Scale Factor Converg.
 AN2260;SPC TXSC     - 4,072,630.953   864,784.585   MT  0.99997860   +1 19 28.7
 AN2260;SPC TXSC     -13,361,623.38  2,837,214.09   sFT  0.99997860   +1 19 28.7
 AN2260;UTM  14      - 3,151,255.177   764,761.933   MT  1.00046522   +1 17 21.5
 AN2260
 AN2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2260!SPC TXSC     -   1.00000355  x   0.99997860  =   0.99998215
 AN2260!UTM  14      -   1.00000355  x   1.00046522  =   1.00046877
 AN2260
 AN2260|---------------------------------------------------------------------|
 AN2260| PID    Reference Object                     Distance      Geod. Az  |
 AN2260|                                                           dddmmss.s |
 AN2260| CV6629 OSGOOD 2 RM 5                        25.780 METERS 08719     |
 AN2260| AN2265 OSGOOD 2 1906 AZ MK PTA             APPROX. 0.6 KM 1421825.5 |
 AN2260| AN2266 OSGOOD 2 1906 AZ MK                 APPROX. 0.6 KM 1421828.5 |
 AN2260| AN2261 GRANGERVILLE CLUB HOUSE CHIM        APPROX. 0.7 KM 1470116.4 |
 AN2260| CV6627 OSGOOD 2 RM 1                        14.060 METERS 17430     |
 AN2260| CV6628 OSGOOD 2 RM 2                        13.140 METERS 26457     |
 AN2260| CV6630 OSGOOD 2 RM 6                        21.667 METERS 33503     |
 AN2260|---------------------------------------------------------------------|
 AN2260
 AN2260                          SUPERSEDED SURVEY CONTROL
 AN2260
 AN2260  NAD 83(1986)-  28 27 39.77509(N)    096 17 46.17113(W) AD(       ) 2
 AN2260  NAD 27      -  28 27 38.76900(N)    096 17 45.27800(W) AD(       ) 2
 AN2260  NGVD 29 (07/19/86)    4.1    (m)           13.     (f) VERT ANG       
 AN2260
 AN2260.Superseded values are not recommended for survey control.
 AN2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2260.See file dsdata.txt to determine how the superseded data were derived.
 AN2260
 AN2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6476251255(NAD 83)
 AN2260_MARKER: S = SPIKE
 AN2260_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2260_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AN2260
 AN2260  HISTORY     - Date     Condition        Report By
 AN2260  HISTORY     - 1906     MONUMENTED       CGS
 AN2260  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AN2260  HISTORY     - 1937     GOOD             TSI
 AN2260  HISTORY     - 1938     GOOD             WESGEO
 AN2260  HISTORY     - 1938     GOOD             CGS
 AN2260  HISTORY     - 1943     GOOD             CGS
 AN2260  HISTORY     - 1946     GOOD             USE
 AN2260  HISTORY     - 1947     GOOD             CGS
 AN2260  HISTORY     - 1950     GOOD             CGS
 AN2260  HISTORY     - 1959     GOOD             LOCENG
 AN2260  HISTORY     - 1969     GOOD             CGS
 AN2260  HISTORY     - 1975     GOOD             LOCSUR
 AN2260  HISTORY     - 1976     GOOD             LOCENG
 AN2260  HISTORY     - 1978     GOOD             NGS
 AN2260
 AN2260                          STATION DESCRIPTION
 AN2260
 AN2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (WBF)
 AN2260'ON THE BAY SHORE OF MATAGORDA PENINSULA, ON WHAT IS KNOWN
 AN2260'AS MORGANS POINT, 300 METERS SW OF CHERRY BAYOU, 400 METERS
 AN2260'FROM CHERRYS HOUSE, BACK ABOUT 120 METERS FROM THE SHORELINE.
 AN2260'BETWEEN THE STATION AND THE SHORE AND DISTANT FROM THE STATION
 AN2260'67 METERS ARE THE GRAVESTONES OF THE MORGAN FAMILY.
 AN2260'
 AN2260'STATION IS MARKED AS FOLLOWS--THE UNDERGROUND
 AN2260'MARK IS A BOTTLE PLACED 3 FEET BELOW THE SURFACE, COVERED
 AN2260'WITH 6 INCHES OF SAND, ON WHICH RESTS A 4-INCH TILE, 2 FEET
 AN2260'LONG, FLANGE DOWN, FILLED WITH AND INCASED IN (A CYLINDER OF)
 AN2260'CONCRETE (30 INCHES IN DIAMETER).  ON THE TOP SURFACE OF THE
 AN2260'CONCRETE C.G.S. 1906 IS INSCRIBED.  A SPIKE IN THE CENTER
 AN2260'OF THE TILE MARKS THE STATION.  THERE ARE TWO REFERENCE MARKS,
 AN2260'BOTH CONCRETE POSTS 8 INCHES SQUARE AND 2 FEET LONG, SET
 AN2260'SO AS TO PROJECT ABOUT 4 INCHES ABOVE THE GENERAL LEVEL OF
 AN2260'THE GROUND.  EACH POST IS MARKED WITH AN ARROW POINTING
 AN2260'TO THE STATION AND A SPIKE FOR THE CENTER MARK.  ONE
 AN2260'REFERENCE MARK IS 14.037 METERS FROM THE STATION
 AN2260'AND THE OTHER 13.127 METERS.
 AN2260
 AN2260                          STATION RECOVERY (1934)
 AN2260
 AN2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2260'STATION IS LOCATED ON MATAGORDA PENINSULA, ABOUT 6 MILES E
 AN2260'FROM PORT O CONNOR, ABOUT 5.5 MILES NE OF THE END OF THE
 AN2260'PENINSULA (DECROS POINT), 95 METERS FROM BAY SHORE, 0.5 MILE
 AN2260'NW FROM GRANGERVILLE CLUBHOUSE (A HUNTING CLUB BELONGING
 AN2260'TO FORT CROCKETT), 0.5 MILE NW FROM A GROVE OF SALT CEDARS,
 AN2260'AND 0.5 MILE WNW FROM ANOTHER GROVE (EACH GROVE COVERS ABOUT
 AN2260'1/2 ACRE AND THEY ARE THE ONLY ONES OF ANY SIZE IN THE
 AN2260'VICINITY), AND 75 METERS SSE FROM A LONE CEDAR.
 AN2260'
 AN2260'THE SURFACE STATION MARK WAS REPLACED BY A BRONZE DISK BUT
 AN2260'THE OLD UNDERGROUND STATION MARK AND REFERENCE MARKS WERE
 AN2260'LEFT INTACT.
 AN2260'
 AN2260'THE FOLLOWING MAGNETIC BEARINGS ARE GIVEN--HALFMOON REEF
 AN2260'LIGHT, 33 DEG 30 MIN.  GRANGERVILLE CLUBHOUSE, 132 DEG 30 MIN.
 AN2260'
 AN2260'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 AN2260
 AN2260                          STATION RECOVERY (1937)
 AN2260
 AN2260'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2260'DESCRIPTION ACCURATE.  STATION IN GOOD CONDITION.  TOWER
 AN2260'STANDING.
 AN2260
 AN2260                          STATION RECOVERY (1938)
 AN2260
 AN2260'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2260'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN2260
 AN2260                          STATION RECOVERY (1938)
 AN2260
 AN2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2260'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 AN2260'CONDITION.
 AN2260'
 AN2260'STATION IS ABOUT 1/2 MILE NW OF THE CLUBHOUSE MAINTAINED
 AN2260'BY THE U.S. ARMY, BARKSDALE FIELD, FOR AVIATION OFFICERS.
 AN2260'THE CLUBHOUSE IS SURROUNDED BY SALT CEDAR TREES AND THERE
 AN2260'IS ANOTHER GROVE ABOUT 200 METERS TO THE E OF THE CLUBHOUSE.
 AN2260'ABOUT 70 METERS EAST OF THE STATION THERE IS A SMALL GROUP
 AN2260'OF CEDAR TREES AROUND AN OLD GRAVEYARD.
 AN2260
 AN2260                          STATION RECOVERY (1943)
 AN2260
 AN2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (TLC)
 AN2260'U.S. ARMY AIRPORT FOR TRAINING IS LOCATED TO THE SOUTH OF
 AN2260'STATION AND CONSIDERABLE CONSTRUCTION WAS MADE IN VICINITY.
 AN2260'STATION WAS PROTECTED BY A FENCE AT THE TIME VISITED AND
 AN2260'WAS IN GOOD CONDITION.
 AN2260
 AN2260                          STATION RECOVERY (1946)
 AN2260
 AN2260'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2260'DETAILED STATEMENT AS TO THE FITNESS OF THE ORIGINAL DESCRIPTION--
 AN2260'
 AN2260'STATION IS IN GOOD CONDITION.  BOTH REFERENCE MARKS WERE
 AN2260'APPARENTLY DESTROYED DURING AIRPORT CONSTRUCTION.  STATION
 AN2260'IS ON 4-FOOT KNOLL ABOUT 10 FEET IN DIAMETER.  A REFERENCE
 AN2260'MARK, CALLED REFERENCE MARK 3 WAS SET S 0 DEG 02 MIN 30 SEC
 AN2260'E, 281.35 FEET FROM STATION IN W CORNER OF SECOND N-S RUNWAY W
 AN2260'OF TRANSIT AIRCRAFT HANGAR.  A GALVANIZED LAG SCREW DRIVEN
 AN2260'IN ASPHALT A REFERENCE MARK, CALLED REFERENCE MARK 4 WAS
 AN2260'ESTABLISHED N 07 DEG 31 MIN 30 SEC W, 234.50 FEET FROM THE
 AN2260'STATION ON THE CENTER OF THE FOOT-STONE OF THE GRAVE OF
 AN2260'SARAH MORGAN, LOCATED IN CEDAR MOTTE OPPOSITE END OF ARMY
 AN2260'GASOLINE SLIP, APPROXIMATELY 200 FEET FROM SHORE.
 AN2260
 AN2260                          STATION RECOVERY (1947)
 AN2260
 AN2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2260'STATION RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES--
 AN2260'
 AN2260'1. STATION IS LOCATED BETWEEN THE OLD CEMETERY AND THE
 AN2260'END OF RUNWAY 17L.
 AN2260'
 AN2260'2. STATION IS LOCATED IN A SMALL GRASS-COVERED MOUND AND
 AN2260'IS ABOUT 5 INCHES UNDERGROUND.
 AN2260'
 AN2260'3.  A 1-1/2-INCH IRON PIPE WAS DRIVEN INTO THE GROUND BESIDE
 AN2260'THE STATION AND LEFT PROJECTING ABOUT 4 FEET.
 AN2260'
 AN2260'4. THE REFERENCE MARKS COULD NOT BE FOUND.
 AN2260
 AN2260                          STATION RECOVERY (1950)
 AN2260
 AN2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN2260'STATION, R.M.S 3 AND 4 RECOVERED IN GOOD CONDITION.  THE
 AN2260'RUNWAY IS LETTERED 18.  STATION IS FLUSH WITH GROUND.  NEW
 AN2260'DESCRIPTION FOLLOWS--
 AN2260'
 AN2260'STATION IS ON MATAGORDA ISLAND, MIDWAY BETWEEN PAS CAVALLO
 AN2260'AND GREEN BAYOU, AT THE MATAGORDA PENINSULA AIRFIELD.  IT
 AN2260'IS TO THE W OF THE N END OF THE E OF TWO N-S RUNWAYS, ON
 AN2260'A SMALL KNOLL, APPROXIMATELY 2 FEET ABOVE THE SURROUNDING
 AN2260'GROUND BETWEEN A SMALL BURIAL PLOT AND THE RUNWAY.  THE
 AN2260'HANGAR IS CALLED THE MATAGORDA CLUB.
 AN2260'
 AN2260'R.M. 3 IS A LAG SCREW DRIVEN IN THE ASPHALT OF NW CORNER
 AN2260'OF THE E OF THE TWO N-S RUNWAYS.  IT IS 281.27 FEET (281.35
 AN2260'FEET BY L.O.J. U.S.E. IN 1946) S BY E OF THE STATION.
 AN2260'
 AN2260'R.M. 4 IS THE CENTER OF THE FOOTSTONE ON THE GRAVE OF SARAH
 AN2260'MORGAN.  IT IS 234.34 FEET (234.50 FEET BY L.O.J. U.S.E.
 AN2260'IN 1946) N BY W OF STATION.
 AN2260'
 AN2260'A REVOLVING LIGHT (NOT IN USE) ON 58-FOOT BLACK PILE TRIPOD
 AN2260'IS 24185.07 FEET SE OF STATION.
 AN2260
 AN2260                          STATION RECOVERY (1959)
 AN2260
 AN2260'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (AEB)
 AN2260'RECOVERED BY ALUM CO OF AMER.
 AN2260'
 AN2260'STATION RECOVERED IN GOOD CONDITION.
 AN2260'
 AN2260'THE STATION IS APPROXIMATELY 250 FEET NORTH OF OLD AIR FORCE
 AN2260'BASE RUNWAY AND NEAR OLD BURIAL GROUND OF CENTURY AGO.
 AN2260'
 AN2260'NO REFERENCES LOCATED.
 AN2260'
 AN2260'ERECTED FLAG TOWER OF 2X2-INCH LUMBER OVER STATION, AT
 AN2260'HEIGHT OF 30 FEET FOR USE IN TRIANGULATION SURVEY.
 AN2260
 AN2260                          STATION RECOVERY (1969)
 AN2260
 AN2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2260'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 AN2260'MARKS WERE SEARCHED FOR BUT NOT FOUND.  PORTIONS OF OLD CONCRETE
 AN2260'MONUMENTS FOUND IN THE AREA LEADS ONE TO BELIEVE THAT THE
 AN2260'MARKS WERE DESTROYED BY A ROOT PLOW WHEN BRUSH WAS CLEARED
 AN2260'FROM THE AREA.  THE ORIGINAL DESCRIPTION WITH THE ACCOMPANYING
 AN2260'RECOVERY NOTES ADEQUATELY DESCRIBES THE STATION.  THE CONCRETE
 AN2260'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED OSGOOD 2
 AN2260'1906 1934.
 AN2260'
 AN2260'A STEEL WITNESS POST WAS SET 2 FEET NORTH OF THE STATION MARK.
 AN2260'
 AN2260'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AN2260'EAST OF PORT O CONNOR.
 AN2260
 AN2260                          STATION RECOVERY (1975)
 AN2260
 AN2260'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (MRC)
 AN2260'RECOVERED BY LIPPS JAKUBIK AND ASSOCIATES.
 AN2260'
 AN2260'OSGOOD 2 1906-STATION MARK RECOVERED IN GOOD CONDITION.
 AN2260'PREVIOUS DESCRIPTIONS ADEQUATE.  2 X 2 INCH FLAG 20 FEET
 AN2260'TALL WAS STANDING OVER STATION
 AN2260'
 AN2260'STATION ACCESSIBLE ONLY BY BOAT.  NO REFERENCE MARKS SEARCHED
 AN2260'FOR.
 AN2260
 AN2260                          STATION RECOVERY (1976)
 AN2260
 AN2260'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LJR)
 AN2260'OSGOOD 2 1906 1934 RECOVERED GOOD.
 AN2260'
 AN2260'THE MARK WAS FOUND IN GOOD CONDITION, DESCRIPTION OF 1969 RECOVERY
 AN2260'IS ADEQUATE.
 AN2260'
 AN2260'DISTANCE AND DIRECTION FROM NEAREST TOWN--.5 MILE NW OF MATAGORDA
 AN2260'CLUBHOUSE.
 AN2260
 AN2260                          STATION RECOVERY (1978)
 AN2260
 AN2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2260'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE
 AN2260'REFERENCE MARKS WERE SEARCHED FROM BUT NOT RECOVERED.
 AN2260'REFERENCE MARKS 5 AND 6, AND AN AZIMUTH MARK WERE ESTABLISHED
 AN2260'AT THIS TIME.  A COMPLETE NEW DESCRIPTIONS FOLLOWS.
 AN2260'
 AN2260'THE STATION IS LOCATED ABOUT 18-1/2 MILES SOUTHWEST OF
 AN2260'PALACIOS, 7-1/2 MILES EAST OF PORT O CONNOR, 7 MILES
 AN2260'NORTHEAST OF THE SOUTHWEST END OF MATAGORDA PENINSULA, AND ON
 AN2260'PROPERTY OF JUDGE BERT HUEBNER, P.O. BOX 549, BAY CITY, TEXAS
 AN2260'77414.
 AN2260'
 AN2260'TO REACH FROM THE NORTHEAST END OF MATAGORDA PENINSULA, WHICH
 AN2260'IS 7-1/2 MILES SOUTH OF MATAGORDA, GO SOUTHWESTERLY ON THE
 AN2260'BEACH FOR 11.3 MILES TO A GATE.  PASS THROUGH AND CONTINUE
 AN2260'SOUTHWESTERLY ON THE BEACH FOR 11.2 MILES TO A SIDE ROAD RIGHT
 AN2260'LEADING AWAY FROM THE BEACH.  TURN RIGHT AND GO NORTHWESTERLY
 AN2260'KEEPING TO THE RIGHT OF A LARGE BUILDING AND GO 0.2 MILE TO A
 AN2260'T-ROAD.  TURN RIGHT AND GO 0.15 MILE TO A CROSSROAD.  CONTINUE
 AN2260'AHEAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 AN2260'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, JUST BEFORE
 AN2260'REACHING AN OLD RUNWAY.  CROSS RUNWAY HEADING NORTHWEST FOR
 AN2260'0.5 MILE TO THE STATION ABOUT 50 YARDS BEYOND THE END OF THE
 AN2260'RUNWAY.
 AN2260'
 AN2260'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN2260'STAMPED---OSGOOD 2 1906 1934---,
 AN2260'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 18 INCHES ON A
 AN2260'SIDE PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 AN2260'2.2 FEET SOUTHWEST FROM A 4 BY 4-INCH WOODEN WITNESS POST WITH
 AN2260'SIGN AND 1.0 FOOT SOUTH FROM A METAL WITNESS POST.
 AN2260'
 AN2260'REFERENCE MARK 5 IS A STANDARD NGS DISK
 AN2260'STAMPED---OSGOOD 2 196 NO 5 1978---,
 AN2260'WELDED TO THE TOP OF A 4-FOOT LONG 2-INCH PIPE SET INTO
 AN2260'CONCRETE AND PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AN2260'82.2 FEET EAST FROM THE WOODEN WITNESS POST.
 AN2260'
 AN2260'REFERENCE MARK 6 IS A STANDARD NGS DISK
 AN2260'STAMPED---OSGOOD 2 1906 NO 6 1978---,
 AN2260'WELDED TO THE TOP OF A 4-FOOT LONG 2-INCH PIPE SET INTO
 AN2260'CONCRETE AND PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AN2260'71.0 FEET NORTHWEST FROM THE WOODEN WITNESS POST.
 AN2260'
 AN2260'AZIMUTH MARK IS A STANDARD NGS DISK
 AN2260'STAMPED---OSGOOD 2 1906 1978---,
 AN2260'WELDED TO THE TOP OF A 4-FOOT LONG 2-INCH PIPE SET INTO
 AN2260'CONCRETE AND PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AN2260'21 FEET NORTH FROM THE CENTER OF A PAVED ROAD AND
 AN2260'1 FOOT NORTHEAST FROM A 4 BY 4-INCH WOODEN WITNESS POST WITH
 AN2260'SIGN.
 AN2260'
 AN2260'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.2 METERS.  NO
 AN2260'MEASUREMENT BETWEEN REFERENCE MARKS DUE TO BRUSH AND CACTUS
 AN2260'ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2266 ***********************************************************************
 AN2266  DESIGNATION -  OSGOOD 2 1906 AZ MK
 AN2266  PID         -  AN2266
 AN2266  STATE/COUNTY-  TX/MATAGORDA
 AN2266  USGS QUAD   -  DECROS POINT (1973)
 AN2266
 AN2266                         *CURRENT SURVEY CONTROL
 AN2266  ___________________________________________________________________
 AN2266* NAD 83(1993)-  28 27 24.91724(N)    096 17 33.20547(W)     ADJUSTED  
 AN2266* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 AN2266  ___________________________________________________________________
 AN2266  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AN2266  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AN2266
 AN2266  HORZ ORDER  -  SECOND
 AN2266
 AN2266.The horizontal coordinates were established by classical geodetic methods
 AN2266.and adjusted by the National Geodetic Survey in February 1996..
 AN2266
 AN2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2266
 AN2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2266
 AN2266.The geoid height was determined by GEOID03.
 AN2266
 AN2266;                    North         East     Units Scale Factor Converg.
 AN2266;SPC TXSC     - 4,072,182.067   865,148.303   MT  0.99997969   +1 19 35.1
 AN2266;SPC TXSC     -13,360,150.66  2,838,407.39   sFT  0.99997969   +1 19 35.1
 AN2266;UTM  14      - 3,150,805.848   765,125.550   MT  1.00046759   +1 17 27.0
 AN2266
 AN2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2266!SPC TXSC     -   1.00000360  x   0.99997969  =   0.99998329
 AN2266!UTM  14      -   1.00000360  x   1.00046759  =   1.00047119
 AN2266
 AN2266                          SUPERSEDED SURVEY CONTROL
 AN2266
 AN2266  NAD 83(1986)-  28 27 24.92421(N)    096 17 33.18716(W) AD(       ) 2
 AN2266  NAD 27      -  28 27 23.91767(N)    096 17 32.29451(W) AD(       ) 2
 AN2266  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 AN2266
 AN2266.Superseded values are not recommended for survey control.
 AN2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2266.See file dsdata.txt to determine how the superseded data were derived.
 AN2266
 AN2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6512650806(NAD 83)
 AN2266_MARKER: DZ = AZIMUTH MARK DISK
 AN2266_SETTING: 0 = UNSPECIFIED SETTING
 AN2266_MAGNETIC: P = MARKER IS A STEEL PIPE
 AN2266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2266
 AN2266  HISTORY     - Date     Condition        Report By
 AN2266  HISTORY     - 1978     MONUMENTED       NGS
 AN2266
 AN2266                          STATION DESCRIPTION
 AN2266
 AN2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2266'THE STATION IS LOCATED ABOUT 18-1/2 MILES SOUTHWEST OF
 AN2266'PALACIOS, 7-1/2 MILES EAST OF PORT O CONNOR, 7 MILES
 AN2266'NORTHEAST OF THE SOUTHWEST END OF MATAGORDA PENINSULA, AND
 AN2266'ON PROPERTY OF JUDGE BERT HUEBNER, P.O. BOX 549, BAY CITY,
 AN2266'TEXAS 77414.
 AN2266'
 AN2266'TO REACH FROM THE NORTHEAST END OF MATAGORDA PENINSULA,
 AN2266'WHICH IS 7-1/2 MILES SOUTH OF MATAGORDA, GO SOUTHWESTERLY
 AN2266'ON THE BEACH FOR 11.3 MILES TO A GATE.  PASS THROUGH GATE
 AN2266'AND CONTINUE SOUTHWESTERLY ON THE BEACH FOR 11.2 MILES TO
 AN2266'A SIDE ROAD RIGHT, LEADING AWAY FROM THE BEACH.  TURN RIGHT
 AN2266'AND GO NORTHWESTERLY KEEPING TO THE RIGHT OF A LARGE
 AN2266'BUILDING FOR 0.2 MILE TO A T-ROAD.  TURN RIGHT AND GO 0.15
 AN2266'MILE TO A CROSSROAD.  CONTINUE AHEAD FOR 0.15 MILE TO A
 AN2266'SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE TO THE STATION
 AN2266'ON THE RIGHT, JUST BEFORE REACHING AN OLD RUNWAY.
 AN2266'
 AN2266'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AN2266'STAMPED---OSGOOD 2 1906 1978---,
 AN2266'WELDED TO THE TOP OF A 4-FOOT LONG 2-INCH PIPE SET INTO
 AN2266'CONCRETE PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AN2266'21 FEET NORTH FROM THE CENTER OF A PAVED ROAD AND
 AN2266'1 FOOT NORTHEAST FROM A 4 BY 4-INCH WOODEN WITNESS POST WITH
 AN2266'SIGN.
 AN2266'
 AN2266'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1257 ***********************************************************************
 AH1257  DESIGNATION -  OSO
 AH1257  PID         -  AH1257
 AH1257  STATE/COUNTY-  TX/NUECES
 AH1257  USGS QUAD   -  OSO CREEK NE (1975)
 AH1257
 AH1257                         *CURRENT SURVEY CONTROL
 AH1257  ___________________________________________________________________
 AH1257* NAD 83(1993)-  27 42 41.87004(N)    097 18 43.22712(W)     ADJUSTED  
 AH1257* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1257  ___________________________________________________________________
 AH1257  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1257  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AH1257
 AH1257  HORZ ORDER  -  THIRD
 AH1257
 AH1257.The horizontal coordinates were established by classical geodetic methods
 AH1257.and adjusted by the National Geodetic Survey in February 1996..
 AH1257
 AH1257.The orthometric height was scaled from a topographic map.
 AH1257
 AH1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1257
 AH1257.The geoid height was determined by GEOID03.
 AH1257
 AH1257;                    North         East     Units Scale Factor Converg.
 AH1257;SPC TX S     - 5,227,122.250   417,157.678   MT  0.99997145   +0 32 21.7
 AH1257;SPC TX S     -17,149,316.92  1,368,624.82   sFT  0.99997145   +0 32 21.7
 AH1257;UTM  14      - 3,066,399.080   666,421.161   MT  0.99994187   +0 47 06.5
 AH1257
 AH1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1257!SPC TX S     -   1.00000367  x   0.99997145  =   0.99997512
 AH1257!UTM  14      -   1.00000367  x   0.99994187  =   0.99994554
 AH1257
 AH1257:                Primary Azimuth Mark                     Grid Az
 AH1257:SPC TX S     -  MC GLOINS BLUFF WINDMILL                 035 08 32.7
 AH1257:UTM  14      -  MC GLOINS BLUFF WINDMILL                 034 53 47.9
 AH1257
 AH1257|---------------------------------------------------------------------|
 AH1257| PID    Reference Object                     Distance      Geod. Az  |
 AH1257|                                                           dddmmss.s |
 AH1257| AH1183 MC GLOINS BLUFF WINDMILL            APPROX.15.6 KM 0354054.4 |
 AH1257| AH1223 MUSTANG                             APPROX.13.0 KM 0964609.8 |
 AH1257| CV3470 OSO LONE SPANISH DAGGER                            25008     |
 AH1257| CV2749 OSO RM                               48.580 METERS 29221     |
 AH1257|---------------------------------------------------------------------|
 AH1257
 AH1257                          SUPERSEDED SURVEY CONTROL
 AH1257
 AH1257  NAD 83(1986)-  27 42 41.87762(N)    097 18 43.20233(W) AD(       ) 3
 AH1257  NAD 27      -  27 42 40.75900(N)    097 18 42.23400(W) AD(       ) 3
 AH1257
 AH1257.Superseded values are not recommended for survey control.
 AH1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1257.See file dsdata.txt to determine how the superseded data were derived.
 AH1257
 AH1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6642166399(NAD 83)
 AH1257_MARKER: DS = TRIANGULATION STATION DISK
 AH1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1257_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1257
 AH1257  HISTORY     - Date     Condition        Report By
 AH1257  HISTORY     - 1912     MONUMENTED       CGS
 AH1257  HISTORY     - 1934     MARK NOT FOUND   CGS
 AH1257  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1257
 AH1257                          STATION DESCRIPTION
 AH1257
 AH1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1257'AT THE EDGE OF THE CORPUS CHRISTI-FLOUR BLUFF ROAD, ON THE S
 AH1257'SIDE OF CORPUS CHRISTI BAY, ABOUT 4.4 MILES W OF FLOUR BLUFF,
 AH1257'350 METERS W OF THE BRIDGE OVER THE OSO CREEK, AND 153 PACES
 AH1257'ENE OF A LONE SPANISH DAGGER.  THE STATION IS 19.3 METERS
 AH1257'FROM THE 10-FOOT LOAM AND CLAY BANK AT THE STORM-WATER LINE,
 AH1257'AND AT ABOUT THE MIDDLE OF THIS STRIP OF HIGH GROUND WHICH IS
 AH1257'ABOUT 250 METERS LONG AND IS UNOCCUPIED AND BARE EXCEPT FOR A FEW
 AH1257'LOW BUSHES.
 AH1257'
 AH1257'THE STATION IS MARKED ACCORDINGLY, WITH THE
 AH1257'UNDERGROUND STATION MARK IS A 16-PENNY
 AH1257'SPIKE SET IN THE CYLINDER OF CONCRETE IN PLACE OF THE STANDARD
 AH1257'DISK STATION MARK, AND THE TOP OF THE CONCRETE FOR THE REFERENCE
 AH1257'MARK HAS A BELL ON IT ABOUT 12 INCHES IN DIAMETER.  THE
 AH1257'REFERENCE MARK IS ABOUT 15 METERS FROM THE BANK AND 48.58
 AH1257'METERS FROM THE STATION N 67 DEG 39 MIN W.
 AH1257'THE ARROW ON THE REFERENCE MARK POINTS ABOUT 15 DEG OR 20 DEG
 AH1257'S OF THE STATION.
 AH1257'
 AH1257'THE STATION IS MARKED BY A SURFACE AND A SUBSURFACE
 AH1257'MARK.  THE SUBSURFACE MARK IS A STANDARD DISK STATION MARK
 AH1257'SET IN A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 2
 AH1257'FEET DEEP.  THE TOP OF THIS MARK IS ABOUT 2-1/2 FEET BELOW
 AH1257'THE GENERAL SURFACE OF THE GROUND.  THE SURFACE MARK IS A
 AH1257'STANDARD DISK STATION MARK SET IN A CYLINDER OF CONCRETE
 AH1257'20 INCHES IN DIAMETER AND 2 FEET DEEP, FLUSH WITH THE GENERAL
 AH1257'SURFACE OF THE GROUND.  A STANDARD DISK REFERENCE MARK IS
 AH1257'SET IN A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 2 FEET
 AH1257'DEEP, SO THAT THE TOP IS LEVEL WITH THE GENERAL SURFACE OF
 AH1257'THE GROUND.
 AH1257
 AH1257                          STATION RECOVERY (1934)
 AH1257
 AH1257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1257'STATION IS LOST.  THE STATION MARK WAS FOUND WASHED UP OUT
 AH1257'OF THE GROUND.  THE REFERENCE MARK WAS NOT FOUND.
 AH1257
 AH1257                          STATION RECOVERY (2001)
 AH1257
 AH1257'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0558 ***********************************************************************
 AO0558  DESIGNATION -  OSO
 AO0558  PID         -  AO0558
 AO0558  STATE/COUNTY-  TX/KARNES
 AO0558  USGS QUAD   -  PAWNEE (1965)
 AO0558
 AO0558                         *CURRENT SURVEY CONTROL
 AO0558  ___________________________________________________________________
 AO0558* NAD 83(1993)-  28 43 35.56357(N)    098 00 03.03281(W)     ADJUSTED  
 AO0558* NAVD 88     -       143.31   (+/-2cm)     470.2    (feet)  VERTCON   
 AO0558  ___________________________________________________________________
 AO0558  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AO0558  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AO0558
 AO0558  HORZ ORDER  -  SECOND
 AO0558  VERT ORDER  -  THIRD ? (See Below)
 AO0558
 AO0558.The horizontal coordinates were established by classical geodetic methods
 AO0558.and adjusted by the National Geodetic Survey in February 1996..
 AO0558
 AO0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0558.The vertical order pertains to the NGVD 29 superseded value.
 AO0558
 AO0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0558
 AO0558.The geoid height was determined by GEOID03.
 AO0558
 AO0558;                    North         East     Units Scale Factor Converg.
 AO0558;SPC TXSC     - 4,099,410.347   697,602.877   MT  0.99991920   +0 29 22.2
 AO0558;SPC TXSC     -13,449,482.11  2,288,718.77   sFT  0.99991920   +0 29 22.2
 AO0558;UTM  14      - 3,178,098.751   597,575.588   MT  0.99971750   +0 28 48.9
 AO0558
 AO0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0558!SPC TXSC     -   0.99998163  x   0.99991920  =   0.99990083
 AO0558!UTM  14      -   0.99998163  x   0.99971750  =   0.99969914
 AO0558
 AO0558|---------------------------------------------------------------------|
 AO0558| PID    Reference Object                     Distance      Geod. Az  |
 AO0558|                                                           dddmmss.s |
 AO0558| CV5006 OSO RM 1                             42.073 METERS 00914     |
 AO0558| CV5634 TT 2 RWE                                           1515324.3 |
 AO0558| CV5007 OSO RM 2                             44.970 METERS 26536     |
 AO0558|---------------------------------------------------------------------|
 AO0558
 AO0558                          SUPERSEDED SURVEY CONTROL
 AO0558
 AO0558  NAD 83(1986)-  28 43 35.56736(N)    098 00 03.01339(W) AD(       ) 2
 AO0558  NAD 27      -  28 43 34.62800(N)    098 00 02.00000(W) AD(       ) 2
 AO0558  NGVD 29 (07/19/86)  143.25   (m)          470.0    (f) LEVELING    3  
 AO0558
 AO0558.Superseded values are not recommended for survey control.
 AO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0558.See file dsdata.txt to determine how the superseded data were derived.
 AO0558
 AO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9757678099(NAD 83)
 AO0558_MARKER: DB = BENCH MARK DISK
 AO0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0558
 AO0558  HISTORY     - Date     Condition        Report By
 AO0558  HISTORY     - 1952     MONUMENTED       USGS
 AO0558  HISTORY     - 1952     GOOD             NGS
 AO0558
 AO0558                          STATION DESCRIPTION
 AO0558
 AO0558'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (HSC)
 AO0558'THE STATION IS LOCATED ABOUT 11 MILES AIR LINE SOUTHWEST OF
 AO0558'KENEDY.  7 MILES SOUTHEAST OF COY CITY.  5 MILES NORTH OF
 AO0558'PAWNEE.  1-3/4 MILES NORTHWEST OF STATE HIGHWAY 72 AND IN
 AO0558'THE FARM YARD OF HILBERT SAHM.
 AO0558'
 AO0558'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AO0558'72 AND FARM ROAD 673 IN PAWNEE, GO NORTHEAST ON STATE HIGHWAY
 AO0558'72 FOR 3.3 MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND
 AO0558'GO NORTHWEST FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 AO0558'130 YARDS BEYOND A DIRT T-ROAD LEFT.  CONTINUE NORTHEAST ON
 AO0558'THE PAVED ROAD FOR 0.8 MILE TO THE DRIVEWAY INTO THE HILBERT
 AO0558'SAHM FARM BUILDINGS.  TURN LEFT AND GO 0.1 MILE TO THE FARM
 AO0558'BUILDINGS AND THE STATION.
 AO0558'
 AO0558'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 AO0558'1952 OSO, AND SET IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 AO0558'ABOUT 2 INCHES.  IT IS 125 FEET SOUTHWEST OF THE SOUTHWEST
 AO0558'CORNER OF THE FARM HOUSE AND 11 FEET SOUTH OF THE BARNYARD
 AO0558'FENCE CORNER.
 AO0558'
 AO0558'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 AO0558'MARK DISK, STAMPED OSO NO 1 1952, SET IN A 6-INCH SQUARE
 AO0558'CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 81 FEET NORTHWEST
 AO0558'OF THE NORTHWEST CORNER OF THE HOUSE AND 1 FOOT SOUTH OF
 AO0558'A FENCE LINE.
 AO0558'
 AO0558'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 AO0558'MARK DISK, STAMPED OSO NO 2 1952, SET IN A 6-INCH SQUARE CONCRETE
 AO0558'POST THAT PROJECTS 4 INCHES.  IT IS 2 FEET SOUTH OF A FENCE
 AO0558'LINE AND ACROSS THE CORNER OF A BOARD CORRAL FROM THE STATION.
 AO0558'
 AO0558'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 AO0558'12 DV 1952 T T 2 R W E 1952, SET IN A 6-INCH SQUARE CONCRETE
 AO0558'POST THAT PROJECTS 4 INCHES.  IT IS 26 YARDS NORTHEAST OF A POWER
 AO0558'POLE.  8 YARDS NORTHEAST OF THE NORTHEAST EDGE OF THE PAVEMENT
 AO0558'AND 1 FOOT SOUTHWEST OF A WHITE WITNESS POST.  THERE IS AN
 AO0558'IRON PIPE FILLED WITH CONCRETE 2 FEET SOUTHEAST OF THE POWER
 AO0558'POLE.  THERE IS A COPPER RIVET WITH U S G S R M PRINTED ON IT,
 AO0558'SET IN THE CENTER OF THE PIPE.
 AO0558'
 AO0558'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 AO0558
 AO0558                          STATION RECOVERY (1952)
 AO0558
 AO0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AO0558'DESCRIPTION AND POSITION LISTED IN NGS QUAD 28098-1, STATION 1011.
 AO0558'RECOVERED BY NGS IN 1952.
 AO0558'STATION MARK--A USGS BENCH MARK, STAMPED---1952 OSO---, AND SET IN A 6
 AO0558'IN. SQUARE CONCRETE POST THAT PROJECTS ABOUT 2 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0624 ***********************************************************************
 AW0624  DESIGNATION -  OSTER
 AW0624  PID         -  AW0624
 AW0624  STATE/COUNTY-  TX/GALVESTON
 AW0624  USGS QUAD   -  LAKE COMO (1994)
 AW0624
 AW0624                         *CURRENT SURVEY CONTROL
 AW0624  ___________________________________________________________________
 AW0624* NAD 83(1993)-  29 12 26.67258(N)    094 56 09.17122(W)     ADJUSTED  
 AW0624* NAVD 88     -         2.68   (+/-2cm)       8.8    (feet)  VERTCON   
 AW0624  ___________________________________________________________________
 AW0624  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AW0624  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0624
 AW0624  HORZ ORDER  -  SECOND
 AW0624  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0624
 AW0624.The horizontal coordinates were established by classical geodetic methods
 AW0624.and adjusted by the National Geodetic Survey in February 1996..
 AW0624
 AW0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0624.The vertical order pertains to the NGVD 29 superseded value.
 AW0624
 AW0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0624
 AW0624.The geoid height was determined by GEOID03.
 AW0624
 AW0624;                    North         East     Units Scale Factor Converg.
 AW0624;SPC TXSC     - 4,159,149.284   995,077.596   MT  0.99986570   +1 59 27.8
 AW0624;SPC TXSC     -13,645,475.61  3,264,683.75   sFT  0.99986570   +1 59 27.8
 AW0624;UTM  15      - 3,232,516.921   311,804.083   MT  1.00003706   -0 56 41.8
 AW0624
 AW0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0624!SPC TXSC     -   1.00000375  x   0.99986570  =   0.99986945
 AW0624!UTM  15      -   1.00000375  x   1.00003706  =   1.00004081
 AW0624
 AW0624:                Primary Azimuth Mark                     Grid Az
 AW0624:SPC TXSC     -  GALVESTON CABLE TV MAST                  038 30 58.8
 AW0624:UTM  15      -  GALVESTON CABLE TV MAST                  041 27 08.4
 AW0624
 AW0624|---------------------------------------------------------------------|
 AW0624| PID    Reference Object                     Distance      Geod. Az  |
 AW0624|                                                           dddmmss.s |
 AW0624| AW5807 GALVESTON CABLE TV MAST             APPROX. 3.9 KM 0403026.6 |
 AW0624| CW1102 OSTER RM 1                           19.058 METERS 20525     |
 AW0624| CW1103 OSTER RM 2                           21.848 METERS 28306     |
 AW0624| AW5815 OSTER 1933 ECC                       29.649 METERS 32853     |
 AW0624|---------------------------------------------------------------------|
 AW0624
 AW0624                          SUPERSEDED SURVEY CONTROL
 AW0624
 AW0624  NAD 83(1986)-  29 12 26.68555(N)    094 56 09.15276(W) AD(       ) 2
 AW0624  NAD 27      -  29 12 25.82680(N)    094 56 08.43091(W) AD(       ) 2
 AW0624  NGVD 29 (??/??/92)    2.678  (m)            8.79   (f) ADJ UNCH    1 1
 AW0624
 AW0624.Superseded values are not recommended for survey control.
 AW0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0624.See file dsdata.txt to determine how the superseded data were derived.
 AW0624
 AW0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1180432517(NAD 83)
 AW0624_MARKER: DS = TRIANGULATION STATION DISK
 AW0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0624_SP_SET: CONCRETE POST
 AW0624_STAMPING: OSTER 1933
 AW0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0624+STABILITY: SURFACE MOTION
 AW0624
 AW0624  HISTORY     - Date     Condition        Report By
 AW0624  HISTORY     - 1933     MONUMENTED       CGS
 AW0624  HISTORY     - 1960     GOOD             HLPCO
 AW0624  HISTORY     - 1960     GOOD             CGS
 AW0624  HISTORY     - 1966     GOOD             LOCSUR
 AW0624  HISTORY     - 1977     GOOD             LOCSUR
 AW0624  HISTORY     - 1978     GOOD             NGS
 AW0624  HISTORY     - 1978     GOOD             NGS
 AW0624  HISTORY     - 1979     GOOD             NOS
 AW0624  HISTORY     - 1979     GOOD             NGS
 AW0624  HISTORY     - 1982     GOOD             NOS
 AW0624  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0624  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW0624
 AW0624                          STATION DESCRIPTION
 AW0624
 AW0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW0624'ON GALVESTON ISLAND, ABOUT 12 MILES W OF THE GALVESTON COUNTY
 AW0624'COURTHOUSE, 520 METERS S OF THE MAIN ISLAND ROAD, ON THE
 AW0624'PROPERTY OF HENRY OSTERMEYER, 473 METERS (STADIA)
 AW0624'S 15 DEG 30 MIN E TO CHIMNEY OF THE OSTERMEYER HOUSE, 27 METERS
 AW0624'S 24 DEG W TO AN ABANDONED WELL, 3.65 METERS
 AW0624'(12.0 FEET) W OF FENCELINE, 53 METERS N 35 DEG MIN W.
 AW0624'TO INTERSECTION OF FENCELINE, 25.12 METERS (82.40 FEET)
 AW0624'S 30 DEG 30 MIN E. TO WINDMILL 3 FEET W OF FENCE.
 AW0624'
 AW0624'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW0624'
 AW0624'NO REFERENCE MARK WAS SET.
 AW0624'
 AW0624'HEIGHT OF SIGNAL ABOVE STATION MARK - 7.7 METERS.
 AW0624
 AW0624                          STATION RECOVERY (1960)
 AW0624
 AW0624'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1960 (JMC)
 AW0624'STATION RECOVERED IN GOOD CONDITION.  THE WINDMILL AND WELL
 AW0624'ARE GONE.
 AW0624
 AW0624                          STATION RECOVERY (1960)
 AW0624
 AW0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW0624'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AW0624'FOLLOWS.  STATION IS LOCATED ON GALVESTON ISLAND ABOUT 11.5
 AW0624'MILES WEST OF GALVESTON ON A FARM OWNED BY MR. OSTERMEYER.
 AW0624'STATION IS ON TOP OF A LOW RIDGE ABOUT MIDWAY BETWEEN THE
 AW0624'MAIN ISLAND ROAD AND THE GULF, AND ABOUT DIRECTLY SOUTH
 AW0624'OF THE OSTERMEYER HOME, STATION IS ABOUT 0.6 MILE WEST OF
 AW0624'ELEVEN-MILE ROAD, ABOUT 0.35 MILE SOUTH OF THE MAIN ISLAND
 AW0624'ROAD, 116.0 FEET SOUTH OF A LINE OF SALT CEDARS, 55.2 FEET
 AW0624'WEST OF A WOOD FENCE AROUND CALF FEED SHED, AND 41.2 FEET
 AW0624'SOUTH OF THE WEST END OF AN ABANDONED WATER TROUGH.  A
 AW0624'STANDARD DISK STAMPED OSTER 1933 IN TOP OF A CONCRETE MONUMENT
 AW0624'WHICH PROJECTS 2 INCHES.
 AW0624'
 AW0624'TO REACH FROM THE INTERSECTION OF 61ST. STREET AND AVENUE S IN
 AW0624'THE WEST PART OF GALVESTON, GO SOUTHWEST ON AVENUE S 1.1
 AW0624'MILES TO THE ENTRANCE TO GALVESTON MUNICIPAL AIRPORT, BEAR
 AW0624'LEFT 1.7 MILES FOLLOWING FENCE AROUND AIRPORT TO A ROAD
 AW0624'RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN ISLAND ROAD 4.9 MILES
 AW0624'TO ELEVEN-MILE ROAD, TURN LEFT 0.35 MILE TO A DRIVE-WAY
 AW0624'RIGHT, TURN RIGHT IN DRIVE 200.0 FEET TO SHARP TURN LEFT,
 AW0624'CONTINUE STRAIGHT AHEAD TO GATE IN FENCE, PASS THROUGH GATE
 AW0624'AND CONTINUE ON FIELD ROAD 0.5 MILE TO THE STATION.
 AW0624
 AW0624                          STATION RECOVERY (1966)
 AW0624
 AW0624'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 AW0624'RECOVERED BY J.E. CHANCE AND ASSOC.
 AW0624'
 AW0624'STATION RECOVERED.
 AW0624
 AW0624                          STATION RECOVERY (1977)
 AW0624
 AW0624'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (RLM)
 AW0624'NASS 1933 STATION RECOVERED AS DESCRIBED - GOOD.
 AW0624
 AW0624                          STATION RECOVERY (1978)
 AW0624
 AW0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW0624'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 AW0624'1 AND 2 WERE ESTABLISHED AT THIS TIME.  FOLLOWING IN A
 AW0624'COMPLETE NEW DESCRIPTION.
 AW0624'
 AW0624'THE STATION IS LOCATED ON GALVESTON ISLAND, ABOUT 11-1/2 MILES
 AW0624'SOUTHWEST OF GALVESTON, 1-1/2 MILES NORTHEAST OF THE SMALL
 AW0624'VILLAGE OF JAMAICA BEACH, 1/4 MILE NORTHWEST OF THE EDGE OF THE
 AW0624'GULF OF MEXICO, AND ON PROPERTY OWNED BY PIRATES BEACH
 AW0624'DEVELOPMENT CORPORATION, TELEPHONE 737-1310.
 AW0624'
 AW0624'TO REACH FROM THE SIGNAL LIGHT IN JAMAICA BEACH, GO NORTHEAST
 AW0624'ON GALVESTON COUNTY ROAD FOR 1.6 MILES TO THE GALVESTON ISLAND
 AW0624'STATE PARK ENTRANCE ON THE LEFT.  CONTINUE ON THE GALVESTON
 AW0624'COUNTY ROAD NORTHEAST FOR 1.1 MILES TO BUCCANEER BOULEVARD.
 AW0624'TURN RIGHT ON BUCCANEER BOULEVARD AND GO FOR 0.05 MILE TO A
 AW0624'CROSS STREET AND THE STATION ON THE LEFT.
 AW0624'
 AW0624'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AW0624'STAMPED---OSTER 1933---,
 AW0624'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES ON A
 AW0624'SIDE PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AW0624'79.3 FEET SOUTHEAST FROM THE CENTER OF A PAVED STREET,
 AW0624'64 FEET NORTH-NORTHEAST FROM THE CENTER OF A PAVED STREET EAST
 AW0624'BOUND LANE, 58.5 FEET WEST-NORTHWEST FROM A METAL POWER POLE,
 AW0624'AND 1.5 FEET WEST-SOUTHWEST FROM A METAL WITNESS POST.
 AW0624'
 AW0624'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AW0624'STAMPED---OSTER 1933 NO 1 1978---,
 AW0624'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0624'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AW0624'83.6 FEET SOUTHEAST FROM A METAL POWER POLE AND
 AW0624'16 FEET NORTHWEST FROM THE CENTER OF A PAVED STREET.
 AW0624'
 AW0624'REFERENCE MARK 2 IS A STANDARD NGS DISK
 AW0624'STAMPED---OSTER 1933 NO 2 1978---,
 AW0624'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0624'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AW0624'36 FEET WEST FROM THE CENTER OF A PAVED STREET AND
 AW0624'18.6 FEET NORTH-NORTHWEST FROM THE CENTER OF THE EAST BOUND
 AW0624'LANE OF A PAVED STREET.
 AW0624'
 AW0624'NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK.
 AW0624
 AW0624                          STATION RECOVERY (1978)
 AW0624
 AW0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0624'5.0 MI NE FROM JAMAICA BEACH.
 AW0624'3.0 MILES NORTH ALONG FM 3005 FROM THE JUNCTION OF BUCCANEER
 AW0624'DRIVE AT THE SMALL VILLAGE OF JAMAICA BEACH, THENCE 0.05 MILE
 AW0624'SOUTHEAST ALONG BUCCANEER BOULEVARD, 68 FT. EAST OF THE
 AW0624'CENTERLINE OF BUCCANEER BOULEVARD, 180 FT. NORTH OF THE
 AW0624'CENTERLINE OF PIRATES BEACH BOULEVARD, 58 FT. NORTHWEST OF A
 AW0624'POWERLINE POLE WITH A TRANSFORMER ATTACHED, 46 FT. SOUTHEAST OF
 AW0624'TWIN 12 INCH PALM TREES.
 AW0624
 AW0624                          STATION RECOVERY (1979)
 AW0624
 AW0624'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW0624'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AW0624'REFERENCE MARK 2 WAS NOT RECOVERED.  THE 1978 DESCRIPTION IS
 AW0624'ADEQUATE.  THE STATION WAS NOT OCCUPIED AT THIS TIME.
 AW0624'A LONGER DISTANCE OF 0.008 METER TO REFERENCE MARK 1 WAS NOTED.
 AW0624'
 AW0624'HEIGHT OF LIGHT SHOWN WAS 1.38 METERS.
 AW0624
 AW0624                          STATION RECOVERY (1979)
 AW0624
 AW0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW0624'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 AW0624'
 AW0624'T THE STATION IS 80.2 FEET SE OF THE CENTERLINE OF MUTINY LANE, 65.5
 AW0624'FEET NE OF THE CENTERLINE OF NORTH BOUND LANE OF BUCCANEER BLVD.,
 AW0624'146.0 FEET EAST OF THE CENTERLINE OF THE INTERSECTION OF BUCCANEER
 AW0624'BLVD. AND MUTINY LANE, 37.2 FEET EAST OF TWIN PALM TREES, 1.0 FOOT
 AW0624'NORTH OF WITNESS POST, AND 0.1 MILE SE OF THE INTERSECTION OF 12
 AW0624'MILE RD. WITH FARM ROAD 3005 (ALSO MAIN ENTRANCE TO PIRATES BEACH).
 AW0624'
 AW0624'THE RECOVERY NOTE OF JKW IS OTHERWISE ADEQUATE.
 AW0624'
 AW0624'DESCRIBED--RAH
 AW0624'
 AW0624'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PIRATES
 AW0624'BEACH.
 AW0624
 AW0624                          STATION RECOVERY (1982)
 AW0624
 AW0624'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW0624'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW0624
 AW0624                          STATION RECOVERY (1987)
 AW0624
 AW0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0624'MARK NOT FOUND.
 AW0624
 AW0624                          STATION RECOVERY (1989)
 AW0624
 AW0624'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7295 ***********************************************************************
 AC7295  DESIGNATION -  OSWALD
 AC7295  PID         -  AC7295
 AC7295  STATE/COUNTY-  TX/BOSQUE
 AC7295  USGS QUAD   -  PILOT KNOB (1976)
 AC7295
 AC7295                         *CURRENT SURVEY CONTROL
 AC7295  ___________________________________________________________________
 AC7295* NAD 83(1993)-  31 52 56.31876(N)    097 30 27.69479(W)     ADJUSTED  
 AC7295* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 AC7295  ___________________________________________________________________
 AC7295  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AC7295  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AC7295
 AC7295  HORZ ORDER  -  THIRD
 AC7295
 AC7295.The horizontal coordinates were established by classical geodetic methods
 AC7295.and adjusted by the National Geodetic Survey in March 1997..
 AC7295
 AC7295.The orthometric height was scaled from a topographic map.
 AC7295
 AC7295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7295
 AC7295.The geoid height was determined by GEOID03.
 AC7295
 AC7295;                    North         East     Units Scale Factor Converg.
 AC7295;SPC TX C     - 3,249,022.136   967,315.300   MT  0.99999973   +1 27 19.3
 AC7295;SPC TX C     -10,659,500.12  3,173,600.28   sFT  0.99999973   +1 27 19.3
 AC7295;UTM  14      - 3,528,361.819   641,143.232   MT  0.99984569   +0 47 18.0
 AC7295
 AC7295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7295!SPC TX C     -   0.99996192  x   0.99999973  =   0.99996165
 AC7295!UTM  14      -   0.99996192  x   0.99984569  =   0.99980762
 AC7295
 AC7295                          SUPERSEDED SURVEY CONTROL
 AC7295
 AC7295.No superseded survey control is available for this station.
 AC7295
 AC7295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA4114328362(NAD 83)
 AC7295_MARKER: DS = TRIANGULATION STATION DISK
 AC7295
 AC7295  HISTORY     - Date     Condition        Report By
 AC7295  HISTORY     - 1955     MONUMENTED       USGS
 AC7295
 AC7295                          STATION DESCRIPTION
 AC7295
 AC7295'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7295'THE STATION IS LOCATED 8.25 MI. (AIRLINE) ESE. OF THE COURTHOUSE IN
 AC7295'MERIDIAN, TEXAS, 7.5 MI. (AIRLINE) NE. OF THE POST OFFICE IN CLIFTON,
 AC7295'TEXAS, 3.2 MI. (AIRLINE) NNW. OF WOMACK, TEXAS.  THE STATION IS
 AC7295'LOCATED ON A SMALL ROUND CLEAR KNOLL ABOUT 806 FT. S. OF THE
 AC7295'INTERSECTION OF THE CENTERLINE OF STATE HIGHWAY 22 AND THE CENTERLINE
 AC7295'OF AN E-W. COUNTY RD.
 AC7295'THE STATION MAY BE REACHED FROM THE POST OFFICE IN CLIFTON, TEXAS, BY
 AC7295'PROCEEDING E. ALONG TEXAS FARM ROAD 215 FOR 7.45 MI. TO THE
 AC7295'INTERSECTION OF TEXAS FARM ROAD 215 AND A T-RD. N., TURN LEFT AND
 AC7295'CONTINUE ALONG THIS GRAVEL RD. IN A NW. DIRECTION FOR 0.95 MI. TO THE
 AC7295'INTERSECTION OF THIS GRAVEL RD. AND E-W. RD., TURN RIGHT AND CONTINUE
 AC7295'IN AN EASTERLY DIRECTION ALONG GRAVEL RD. FOR 1.55 MI. TO THE
 AC7295'INTERSECTION OF THIS GRAVEL RD. AND TEXAS HIGHWAY 22, TURN LEFT AND
 AC7295'CONTINUE NW. ALONG HIGHWAY 22 FOR 2.25 MI. TO THE INTERSECTION OF
 AC7295'TEXAS HIGHWAY 22 AND AN E-W. COUNTY RD. GRAVEL RD., TURN LEFT AND GO
 AC7295'W. ALONG GRAVEL RD. FOR 0.08 MI. TO THE INTERSECTION OF A PRIVATE
 AC7295'T-RD. S. LEADING TO THE PROPERTY OF MR. TOM OSWALD, TURN LEFT AND
 AC7295'CONTINUE S. ALONG A LANE JUST W. OF THE FENCE LINE FOR 0.17 MI. TO A
 AC7295'GATE.  THIS STATION IS LOCATED 133 FT. E. OF THE CENTER OF THE GATE
 AC7295'NEAR THE HIGHEST POINT ON THE RIDGE.
 AC7295'STATION MARK--A STANDARD ALUMINUM TABLET SET ON A CONCRETE POST AND
 AC7295'STAMPED---OSWALD 1955---.
 AC7295'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER DRIVEN INTO THE S. SIDE
 AC7295'OF A 12-IN. TREE W. OF THE HOUSE, WHICH APPEARS TO BE ABANDONED BUT
 AC7295'WHICH IS LOCATED ON THE PROPERTY.  THIS REFERENCE MARK IS LOCATED
 AC7295'684.85 FT. AS DETERMINED BY THE FOLLOWING ANGLES 117 DEGREES 12
 AC7295'MINUTES, SE.
 AC7295'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER SET IN CONCRETE IN A
 AC7295'DRILL HOLE WHICH WAS DRILLED ON A BURIED BOULDER.  THIS BOULDER IS
 AC7295'FLUSH WITH THE GROUND.  DISTANCE--672.73 FT. 239 DEGREES 15 MINUTES,
 AC7295'SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0842 ***********************************************************************
 GK0842  DESIGNATION -  OTEX
 GK0842  PID         -  GK0842
 GK0842  STATE/COUNTY-  TX/HANSFORD
 GK0842  USGS QUAD   -  HANSFORD CAMP (1974)
 GK0842
 GK0842                         *CURRENT SURVEY CONTROL
 GK0842  ___________________________________________________________________
 GK0842* NAD 83(1993)-  36 28 31.75610(N)    101 08 58.89122(W)     ADJUSTED  
 GK0842* NAVD 88     -       922.96   (+/-2cm)    3028.1    (feet)  VERTCON   
 GK0842  ___________________________________________________________________
 GK0842  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 GK0842  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GK0842
 GK0842  HORZ ORDER  -  SECOND
 GK0842  VERT ORDER  -  THIRD ? (See Below)
 GK0842
 GK0842.The horizontal coordinates were established by classical geodetic methods
 GK0842.and adjusted by the National Geodetic Survey in February 1996..
 GK0842
 GK0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0842.The vertical order pertains to the NGVD 29 superseded value.
 GK0842
 GK0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0842
 GK0842.The geoid height was determined by GEOID03.
 GK0842
 GK0842;                    North         East     Units Scale Factor Converg.
 GK0842;SPC TX N     - 1,274,696.696   231,396.853   MT  1.00008124   +0 12 10.9
 GK0842;SPC TX N     - 4,182,067.41    759,174.51   sFT  1.00008124   +0 12 10.9
 GK0842;SPC OK N     -   168,289.786   317,787.562   MT  0.99995982   -1 51 31.6
 GK0842;SPC OK N     -   552,130.74  1,042,608.03   sFT  0.99995982   -1 51 31.6
 GK0842;UTM  14      - 4,038,837.485   307,409.734   MT  1.00005700   -1 16 42.0
 GK0842
 GK0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0842!SPC TX N     -   0.99985942  x   1.00008124  =   0.99994065
 GK0842!SPC OK N     -   0.99985942  x   0.99995982  =   0.99981925
 GK0842!UTM  14      -   0.99985942  x   1.00005700  =   0.99991641
 GK0842
 GK0842|---------------------------------------------------------------------|
 GK0842| PID    Reference Object                     Distance      Geod. Az  |
 GK0842|                                                           dddmmss.s |
 GK0842| GK0841 SW 4 SE 5 NE 6 NW 7 BLK45 1952       11.326 METERS 10040     |
 GK0842| CM9649 OTEX RM 1                            10.350 METERS 19342     |
 GK0842| CM9648 OTEX AZ MK                                         2685119.2 |
 GK0842| GK0839 HANSFORD CAMP PANHANDLE CO MST      APPROX. 6.6 KM 2694515.6 |
 GK0842| GK0874 HITCHLAND HITCH GRAIN CO ELEV       APPROX.15.2 KM 2800729.4 |
 GK0842| CM9650 OTEX RM 2                            11.474 METERS 34253     |
 GK0842|---------------------------------------------------------------------|
 GK0842
 GK0842                          SUPERSEDED SURVEY CONTROL
 GK0842
 GK0842  NAD 83(1993)-  36 28 31.75610(N)    101 08 58.89183(W) AD(       ) 2
 GK0842  NAD 83(1986)-  36 28 31.76074(N)    101 08 58.87686(W) AD(       ) 2
 GK0842  NAD 27      -  36 28 31.65900(N)    101 08 57.30800(W) AD(       ) 2
 GK0842  NGVD 29 (07/19/86)  922.55   (m)         3026.7    (f) LEVELING    3  
 GK0842
 GK0842.Superseded values are not recommended for survey control.
 GK0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0842.See file dsdata.txt to determine how the superseded data were derived.
 GK0842
 GK0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0741038837(NAD 83)
 GK0842_MARKER: DS = TRIANGULATION STATION DISK
 GK0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0842
 GK0842  HISTORY     - Date     Condition        Report By
 GK0842  HISTORY     - 1952     MONUMENTED       CGS
 GK0842
 GK0842                          STATION DESCRIPTION
 GK0842
 GK0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0842'THE STATION IS LOCATED ON A HIGH BENCH IN PASTURE LAND THAT
 GK0842'BREAKS OFF EASTERLY OF A NORTH-SOUTH FENCE LINE.  IT IS LOCATED
 GK0842'AIRLINE ABOUT 11 MILES EAST-NORTHEAST OF BERNSTEIN, ABOUT
 GK0842'5 MILES SOUTH-SOUTHEAST OF HARDESTY, AND ABOUT 16 MILES
 GK0842'NORTH-NORTHEAST OF SPEARMAN.
 GK0842'
 GK0842'THE STATION IS A STANDARD DISK STAMPED OTEX 1952 SET IN TOP
 GK0842'OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN DIAMETER
 GK0842'AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 120
 GK0842'FEET WEST OF THE EAST EDGE OF THE BENCH AND 10 FEET EAST
 GK0842'OF A NORTH-SOUTH FENCE LINE.
 GK0842'
 GK0842'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OTEX
 GK0842'NO 1 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK0842'ABOUT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES
 GK0842'ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 GK0842'STATION.  THE MARK IS 129 FEET WEST OF THE EAST EDGE OF
 GK0842'THE BENCH AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 GK0842'
 GK0842'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OTEX
 GK0842'NO 2 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK0842'ABOUT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES
 GK0842'ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 GK0842'STATION.  THE MARK IS 129 FEET WEST OF THE EAST EDGE OF THE
 GK0842'BENCH AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 GK0842'
 GK0842'THE SECTION CORNER IS A BRONZE DISK STAMPED SW 4 SE 5 NE 6 NW
 GK0842'7 BLK 45 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK0842'ABOUT 12 INCHES IN DIAMETER AND IS ABOUT FLUSH WITH THE GROUND.
 GK0842'IT IS ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK IS
 GK0842'75 FEET WEST OF THE EAST EDGE OF THE BENCH AND 46 FEET EAST
 GK0842'OF A NORTH-SOUTH FENCE LINE.
 GK0842'
 GK0842'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OTEX 1952 SET
 GK0842'IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 GK0842'IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 GK0842'IT IS 16 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 19
 GK0842'FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF AN EAST-WEST
 GK0842'FENCE LINE.
 GK0842'
 GK0842'TO REACH THE STATION FROM THE POST OFFICE IN HITCHLAND, GO NORTH
 GK0842'FOR 0.1 MILE.  TURN RIGHT AND GO EAST, CROSSING A RAILROAD
 GK0842'TRACK, FOLLOWING THE MAIN TRAVELED ROAD FOR 4.0 MILES TO
 GK0842'A T-ROAD AND A SIGN PANHANDLE EASTERN PIPELINE COMPANY.  TURN
 GK0842'LEFT AND GO EAST FOR 5.8 MILES TO A RANCH HOME ON THE RIGHT
 GK0842'AND A STEEL GATE.  PASS THROUGH THE GATE AND CONTINUE EAST
 GK0842'FOR 0.25 MILE TO THREE WIRE GATES.  PASS THROUGH THE MIDDLE
 GK0842'GATE AND KEEP STRAIGHT AHEAD ALONG THE NORTH SIDE OF A FENCE
 GK0842'LINE FOR 0.5 MILE TO A FENCE CORNER AND THE AZIMUTH MARK.
 GK0842'TURN RIGHT, SOUTH, AND GO 0.4 MILE TO AN OLD SHEEP CORRAL.
 GK0842'TURN LEFT AND FOLLOW A FAINT TRACK ROAD, NORTHEASTERLY, FOR
 GK0842'0.5 MILE.  TURN LEFT AND GO NORTH, LEAVING THE TRACK ROAD,
 GK0842'FOR 0.3 MILE TO A NORTH-SOUTH FENCE LINE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0633 ***********************************************************************
 EN0633  DESIGNATION -  OTEX 1923
 EN0633  PID         -  EN0633
 EN0633  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0633  USGS QUAD   -  SHINNERY CREEK (1959)
 EN0633
 EN0633                         *CURRENT SURVEY CONTROL
 EN0633  ___________________________________________________________________
 EN0633* NAD 83(1993)-  34 57 39.35602(N)    100 00 30.77865(W)     ADJUSTED  
 EN0633* NAVD 88     -       625.81   (+/-2cm)    2053.2    (feet)  VERTCON   
 EN0633  ___________________________________________________________________
 EN0633  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 EN0633  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EN0633
 EN0633  HORZ ORDER  -  SECOND
 EN0633  VERT ORDER  -  THIRD ? (See Below)
 EN0633
 EN0633.The horizontal coordinates were established by classical geodetic methods
 EN0633.and adjusted by the National Geodetic Survey in February 1996..
 EN0633
 EN0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0633.The vertical order pertains to the NGVD 29 superseded value.
 EN0633
 EN0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0633
 EN0633.The geoid height was determined by GEOID03.
 EN0633
 EN0633;                    North         East     Units Scale Factor Converg.
 EN0633;SPC TX N     - 1,107,630.535   336,203.453   MT  0.99994248   +0 51 51.7
 EN0633;SPC TX N     - 3,633,951.18  1,103,027.50   sFT  0.99994248   +0 51 51.7
 EN0633;SPC OK S     -   182,366.163   416,575.978   MT  0.99995749   -1 08 24.3
 EN0633;SPC OK S     -   598,312.99  1,366,716.35   sFT  0.99995749   -1 08 24.3
 EN0633;UTM  14      - 3,869,175.010   407,922.811   MT  0.99970449   -0 34 40.6
 EN0633
 EN0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0633!SPC TX N     -   0.99990605  x   0.99994248  =   0.99984854
 EN0633!SPC OK S     -   0.99990605  x   0.99995749  =   0.99986354
 EN0633!UTM  14      -   0.99990605  x   0.99970449  =   0.99961057
 EN0633
 EN0633|---------------------------------------------------------------------|
 EN0633| PID    Reference Object                     Distance      Geod. Az  |
 EN0633|                                                           dddmmss.s |
 EN0633| EN0632 TEXAS OKLA BOUNDARY MARK 1921       331.289 METERS 18023     |
 EN0633| EN0634 COON RESET                          APPROX. 1.0 KM 2834131.8 |
 EN0633|---------------------------------------------------------------------|
 EN0633
 EN0633                          SUPERSEDED SURVEY CONTROL
 EN0633
 EN0633  NAD 83(1993)-  34 57 39.35605(N)    100 00 30.77858(W) AD(       ) 2
 EN0633  NAD 83(1986)-  34 57 39.36081(N)    100 00 30.77127(W) AD(       ) 2
 EN0633  NAD 27      -  34 57 39.17000(N)    100 00 29.38800(W) AD(       ) 2
 EN0633  NGVD 29 (07/19/86)  625.53   (m)         2052.3    (f) LEVELING    3  
 EN0633
 EN0633.Superseded values are not recommended for survey control.
 EN0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0633.See file dsdata.txt to determine how the superseded data were derived.
 EN0633
 EN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0792369175(NAD 83)
 EN0633_MARKER: DS = TRIANGULATION STATION DISK
 EN0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0633+STABILITY: SURFACE MOTION
 EN0633
 EN0633  HISTORY     - Date     Condition        Report By
 EN0633  HISTORY     - 1923     MONUMENTED       CGS
 EN0633  HISTORY     - 1958     GOOD             USGS
 EN0633  HISTORY     - 1966     GOOD             CGS
 EN0633  HISTORY     - 1967     GOOD             CGS
 EN0633
 EN0633                          STATION DESCRIPTION
 EN0633
 EN0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EN0633'STATION IS ABOUT 9 MI. W AND 4-1/4 MI. N OF THE VINSON POST
 EN0633'OFFICE, 4-1/4 MI. N OF THE WELLINGTON-VINSON HIGHWAY, 3
 EN0633'FT. W OF THE OLD STATE LINE, AND ABOUT 3/4 MI. SE OF STATION
 EN0633'COON ON A PROMINENT KNOLL.
 EN0633'
 EN0633'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS, SET IN
 EN0633'CONCRETE.  THE DISTANCE
 EN0633'AND BEARING OF THE TEXAS-OKLAHOMA BOUNDARY, BOUNDARY MARK
 EN0633'(1921) IS 1087 FT., S 00 DEG 23 MIN W.
 EN0633'
 EN0633'ELEVATION OF STATION IS 625 M. (2051 FT.).
 EN0633
 EN0633                          STATION RECOVERY (1958)
 EN0633
 EN0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EN0633'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT
 EN0633'11.8 MILES EAST AND 7.2 MILES NORTH OF WELLINGTON, TEXAS.
 EN0633'0.5 MILES WEST OF THE TEXAS-OKLAHOMA STATE LINE 26 FEET EAST
 EN0633'AND 0.3 FEET LOWER CENTERLINE NORTH-SOUTH ROAD AT CREST
 EN0633'OF HILL.  110 FEET NORTH OF T-FENCE EAST.  7 FEET SE OF
 EN0633'MESQUITE BUSH.  3 FEET WEST OF FENCE.  IN TOP OF CONCRETE
 EN0633'MONUMENT SET FLUSH, A STANDARD DISK STAMPED OTEX 1923.
 EN0633'
 EN0633'TO REACH FROM COURTHOUSE IN WELLINGTON, TEXAS BY GOING 0.5
 EN0633'MILES NORTH AND 12.5 MILES EAST ALONG U.S. HIGHWAY 83 AND TEXAS
 EN0633'STATE HIGHWAY 203.  THENCE 0.5 MILES NORTH AND 0.5 MILES WEST
 EN0633'ALONG GRADED ROAD TO T-ROAD NORTH.  THENCE 5.1 MILES NORTH
 EN0633'ALONG GRADED ROAD THAT JOGS TO THE WEST AND EAST, TO TOP
 EN0633'OF HILL AND STATION.
 EN0633
 EN0633                          STATION RECOVERY (1966)
 EN0633
 EN0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 EN0633'THE STATION WAS VISITED.  THE STATION MARK WAS FOUND IN GOOD
 EN0633'CONDITION, A STANDARD STATION DISK SET IN 14-INCH SQUARE
 EN0633'CONCRETE POST AND STAMPED OTEX 1923.  THE MARK IS 110 FEET
 EN0633'NORTH OF A T-FENCE CORNER, 27.5 FEET EAST OF CENTERLINE OF
 EN0633'NORTH-SOUTH GRADED DIRT ROAD, 3.0 FEET WEST OF THE EAST
 EN0633'RIGHT-OF-WAY FENCELINE AND 2.5 FEET WEST-NORTHWEST OF A 2 X 4
 EN0633'INCH WHITE WITNESS POST PAINTED WITH BLACK LETTERS USBM.
 EN0633'
 EN0633'TO REACH THE STATION FROM CAUTION LIGHT AND JUNCTION OF U.S.
 EN0633'HIGHWAY 83 AND SPUR 204, IN EASTERN EDGE OF WELLINGTON, GO
 EN0633'NORTH ON U.S. HIGHWAY 83 FOR 0.5 MILE, TURN RIGHT AND GO
 EN0633'EAST ON TEXAS HIGHWAY 203 FOR 9.2 MILES TO CENTER OF BRIDGE
 EN0633'OVER SALT FORK RED RIVER, CONTINUE EAST ON HIGHWAY 203 FOR
 EN0633'1.55 MILES TO CROSSROAD, TURN LEFT AND FOLLOW GRADED ROAD
 EN0633'NORTH AND EAST FOR 1.2 MILES TO T-ROAD LEFT, TURN LEFT AND
 EN0633'FOLLOW GRADED ROAD NORTH, WEST, AND NORTH FOR 3.6 MILES TO A
 EN0633'METAL GATE ON LEFT AT RIGHT TURN IN ROAD, CONTINUE EAST AND
 EN0633'NORTH ON GRADED ROAD FOR 1.55 MILES TO SUMMIT OF GRADE AND
 EN0633'STATION ON RIGHT AS DESCRIBED ABOVE.
 EN0633
 EN0633                          STATION RECOVERY (1967)
 EN0633
 EN0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0633'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 EN0633'HOWEVER THE STATION WAS NOT OCCUPIED AT THIS TIME.  THE
 EN0633'MARK WAS USED AS AN AZIMUTH MARK FOR TRIANGULATION STATION COON
 EN0633'1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6845 ***********************************************************************
 AW6845  DESIGNATION -  OTEY RAMSEY ST PRISON S TANK
 AW6845  PID         -  AW6845
 AW6845  STATE/COUNTY-  TX/BRAZORIA
 AW6845  USGS QUAD   -  OTEY (1980)
 AW6845
 AW6845                         *CURRENT SURVEY CONTROL
 AW6845  ___________________________________________________________________
 AW6845* NAD 83(1993)-  29 17 13.20513(N)    095 32 25.29457(W)     ADJUSTED  
 AW6845* NAVD 88     -                                                        
 AW6845  ___________________________________________________________________
 AW6845  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AW6845  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW6845
 AW6845  HORZ ORDER  -  THIRD
 AW6845
 AW6845.The horizontal coordinates were established by classical geodetic methods
 AW6845.and adjusted by the National Geodetic Survey in February 1996..
 AW6845
 AW6845
 AW6845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6845
 AW6845.The geoid height was determined by GEOID03.
 AW6845
 AW6845;                    North         East     Units Scale Factor Converg.
 AW6845;SPC TXSC     - 4,166,076.027   936,073.281   MT  0.99986359   +1 41 41.7
 AW6845;SPC TXSC     -13,668,201.10  3,071,100.42   sFT  0.99986359   +1 41 41.7
 AW6845;UTM  15      - 3,242,461.028   253,213.275   MT  1.00035158   -1 14 36.0
 AW6845
 AW6845                          SUPERSEDED SURVEY CONTROL
 AW6845
 AW6845  NAD 83(1986)-  29 17 13.21802(N)    095 32 25.27938(W) AD(       ) 4
 AW6845  NAD 27      -  29 17 12.34600(N)    095 32 24.49100(W) AD(       ) 3
 AW6845
 AW6845.Superseded values are not recommended for survey control.
 AW6845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6845.See file dsdata.txt to determine how the superseded data were derived.
 AW6845
 AW6845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5321342461(NAD 83)
 AW6845_MARKER: 53 = ELEVATED TANK
 AW6845
 AW6845  HISTORY     - Date     Condition        Report By
 AW6845  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6845  HISTORY     - 1954     GOOD             CGS
 AW6845
 AW6845                          STATION DESCRIPTION
 AW6845
 AW6845'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6845'THE STATION IS LOCATED ABOUT 6.0 MILES WEST OF BONNEY AT
 AW6845'UNIT 2 OF THE RAMSEY STATE PRISON FARM.
 AW6845'
 AW6845'IT IS A FOUR LEGGED STRUCTURE SUPPORTING THE TANK PROPER,
 AW6845'HAS A CONICAL ROOF WITH A FINIAL AT THE APEX AND AN OVERALL
 AW6845'HEIGHT OF 70.0 FEET.
 AW6845'
 AW6845'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK.
 AW6845
 AW6845                          STATION RECOVERY (1954)
 AW6845
 AW6845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AW6845'THE STATION WAS RECOVERED AS DESCRIBED BY R.L. ENGDAHL IN
 AW6845'1952 DESCRIPTION.
 AW6845'
 AW6845'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6846 ***********************************************************************
 AW6846  DESIGNATION -  OTEY RAMSEY STATE PRISON N TK
 AW6846  PID         -  AW6846
 AW6846  STATE/COUNTY-  TX/BRAZORIA
 AW6846  USGS QUAD   -  OTEY (1980)
 AW6846
 AW6846                         *CURRENT SURVEY CONTROL
 AW6846  ___________________________________________________________________
 AW6846* NAD 83(1993)-  29 18 41.27376(N)    095 32 16.32477(W)     ADJUSTED  
 AW6846* NAVD 88     -                                                        
 AW6846  ___________________________________________________________________
 AW6846  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW6846  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW6846
 AW6846  HORZ ORDER  -  THIRD
 AW6846
 AW6846.The horizontal coordinates were established by classical geodetic methods
 AW6846.and adjusted by the National Geodetic Survey in February 1996..
 AW6846
 AW6846
 AW6846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6846
 AW6846.The geoid height was determined by GEOID03.
 AW6846
 AW6846;                    North         East     Units Scale Factor Converg.
 AW6846;SPC TXSC     - 4,168,793.184   936,235.000   MT  0.99986333   +1 41 46.1
 AW6846;SPC TXSC     -13,677,115.64  3,071,631.00   sFT  0.99986333   +1 41 46.1
 AW6846;UTM  15      - 3,245,167.639   253,514.231   MT  1.00034975   -1 14 35.0
 AW6846
 AW6846                          SUPERSEDED SURVEY CONTROL
 AW6846
 AW6846  NAD 83(1986)-  29 18 41.28636(N)    095 32 16.30695(W) AD(       ) 4
 AW6846  NAD 27      -  29 18 40.41636(N)    095 32 15.51345(W) AD(       ) 3
 AW6846
 AW6846.Superseded values are not recommended for survey control.
 AW6846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6846.See file dsdata.txt to determine how the superseded data were derived.
 AW6846
 AW6846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5351445168(NAD 83)
 AW6846_MARKER: 53 = ELEVATED TANK
 AW6846
 AW6846  HISTORY     - Date     Condition        Report By
 AW6846  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6846
 AW6846                          STATION DESCRIPTION
 AW6846
 AW6846'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6846'THE STATION IS LOCATED ABOUT 6.0 MILES WEST OF BONNEY AT
 AW6846'UNIT 1 OF THE RAMSEY STATE PRISON FARM.
 AW6846'
 AW6846'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 AW6846'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 AW6846'HEIGHT OF 125.0 FEET.
 AW6846'
 AW6846'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0651 ***********************************************************************
 BN0651  DESIGNATION -  OTTE
 BN0651  PID         -  BN0651
 BN0651  STATE/COUNTY-  TX/GILLESPIE
 BN0651  USGS QUAD   -  STONEWALL (1961)
 BN0651
 BN0651                         *CURRENT SURVEY CONTROL
 BN0651  ___________________________________________________________________
 BN0651* NAD 83(1993)-  30 10 43.20199(N)    098 41 30.02487(W)     ADJUSTED  
 BN0651* NAVD 88     -       557.6    (meters)    1829.     (feet)  VERTCON   
 BN0651  ___________________________________________________________________
 BN0651  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 BN0651  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 BN0651
 BN0651  HORZ ORDER  -  SECOND
 BN0651
 BN0651.The horizontal coordinates were established by classical geodetic methods
 BN0651.and adjusted by the National Geodetic Survey in February 1996..
 BN0651
 BN0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0651
 BN0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0651
 BN0651.The geoid height was determined by GEOID03.
 BN0651
 BN0651;                    North         East     Units Scale Factor Converg.
 BN0651;SPC TX C     - 3,057,925.943   858,104.869   MT  0.99998403   +0 50 44.0
 BN0651;SPC TX C     -10,032,545.36  2,815,299.06   sFT  0.99998403   +0 50 44.0
 BN0651;SPC TXSC     - 4,259,973.147   629,694.953   MT  0.99997144   +0 09 03.8
 BN0651;SPC TXSC     -13,976,261.90  2,065,924.19   sFT  0.99997144   +0 09 03.8
 BN0651;UTM  14      - 3,338,623.548   529,684.028   MT  0.99961087   +0 09 18.0
 BN0651
 BN0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0651!SPC TX C     -   0.99991601  x   0.99998403  =   0.99990004
 BN0651!SPC TXSC     -   0.99991601  x   0.99997144  =   0.99988745
 BN0651!UTM  14      -   0.99991601  x   0.99961087  =   0.99952691
 BN0651
 BN0651|---------------------------------------------------------------------|
 BN0651| PID    Reference Object                     Distance      Geod. Az  |
 BN0651|                                                           dddmmss.s |
 BN0651| CV5009 OTTE RM 1                            12.193 METERS 14437     |
 BN0651| CV5010 OTTE RM 2                            10.437 METERS 22140     |
 BN0651| CV5008 OTTE AZ MK                                         2810108.4 |
 BN0651|---------------------------------------------------------------------|
 BN0651
 BN0651                          SUPERSEDED SURVEY CONTROL
 BN0651
 BN0651  NAD 83(1986)-  30 10 43.21131(N)    098 41 30.00995(W) AD(       ) 2
 BN0651  NAD 27      -  30 10 42.47300(N)    098 41 28.89000(W) AD(       ) 2
 BN0651  NGVD 29 (07/28/98)  557.5    (m)         1829.     (f) VERT ANG       
 BN0651
 BN0651.Superseded values are not recommended for survey control.
 BN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0651.See file dsdata.txt to determine how the superseded data were derived.
 BN0651
 BN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2968438624(NAD 83)
 BN0651_MARKER: DS = TRIANGULATION STATION DISK
 BN0651_SETTING: 66 = SET IN ROCK OUTCROP
 BN0651_PROJECTION: FLUSH
 BN0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0651+STABILITY: POSITION/ELEVATION WELL
 BN0651
 BN0651  HISTORY     - Date     Condition        Report By
 BN0651  HISTORY     - 1956     MONUMENTED       CGS
 BN0651  HISTORY     - 1964     GOOD             CGS
 BN0651  HISTORY     - 1964     GOOD             NGS
 BN0651  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0651  HISTORY     - 19960309 GOOD             USPSQD
 BN0651
 BN0651                          STATION DESCRIPTION
 BN0651
 BN0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0651'THE STATION IS ABOUT 12 MILES SOUTHEAST OF FREDERICKSBURG, 4
 BN0651'MILES SOUTHWEST OF STONEWALL, 2-1/4 MILES SOUTH OF U.S. HIGHWAY
 BN0651'290, AND 10 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0651'
 BN0651'TO REACH THE STATION FROM THE POST OFFICE IN STONEWALL, GO
 BN0651'SOUTHWEST FOR 0.7 MILE TO U.S. HIGHWAY 290, TURN RIGHT ON THE
 BN0651'HIGHWAY AND GO WEST FOR 1.9 MILES TO A CROSS ROAD, TURN LEFT
 BN0651'AND GO SOUTH ON A SURFACED ROAD FOR 2.55 MILES TO A GATE, PASS
 BN0651'THROUGH THE GATE AND CONTINUE EAST FOR 0.05 MILE TO THE AZIMUTH
 BN0651'MARK ON THE LEFT AS DESCRIBED, CONTINUE EASTERLY FOR 0.3 MILE
 BN0651'TO A FORK, TAKE THE LEFT ROAD AND GO EAST AND NORTHEAST FOR 0.3
 BN0651'MILE TO A RESERVOIR, BEAR THE THE RIGHT OF THE RESERVOIR AND
 BN0651'GO SOUTHEAST FOR 0.25 MILE, LEAVE THE TRACK ROAD AND GO EAST
 BN0651'FOR 0.05 MILE TO A FENCE AND THE END OF TRUCK TRAVEL.  PACK
 BN0651'NORTHEAST TO THE TOP OF THE HILL AND THE STATION.  A FIVE MINUTE
 BN0651'PACK.
 BN0651'
 BN0651'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0651'STAMPED OTTE 1956.
 BN0651'
 BN0651'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0651'STAMPED OTTE NO 1 1956.
 BN0651'
 BN0651'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0651'STAMPED OTTE NO 2 1956.
 BN0651'
 BN0651'THE AZIMUTH MARK IS 68 FEET NORTH OF THE CENTER OF A GRADED
 BN0651'ROAD, 15 FEET SOUTH OF A FENCE AND 3 FEET NORTH OF A 4 IN X 4
 BN0651'IN WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND
 BN0651'THE DISK IS STAMPED OTTE 1956.
 BN0651'
 BN0651'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0651
 BN0651                          STATION RECOVERY (1964)
 BN0651
 BN0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 BN0651'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 BN0651'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK
 BN0651'WAS NOT VISITED THIS DATE.
 BN0651
 BN0651                          STATION RECOVERY (1964)
 BN0651
 BN0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BN0651'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30098-3, STATION 1025.
 BN0651'RECOVERED BY USGS IN 1959.
 BN0651'RECOVERED BY NGS IN 1964.
 BN0651'STATION MARK--USC AND GS DISK SET FLUSH WITH GROUND, STAMPED---OTTE
 BN0651'1956---.
 BN0651
 BN0651                          STATION RECOVERY (1993)
 BN0651
 BN0651'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0651'MARK NOT FOUND.
 BN0651
 BN0651                          STATION RECOVERY (1996)
 BN0651
 BN0651'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1501 ***********************************************************************
 AH1501  DESIGNATION -  OUR LADY OF CONSOL CATH CH
 AH1501  PID         -  AH1501
 AH1501  STATE/COUNTY-  TX/KLEBERG
 AH1501  USGS QUAD   -  RIVIERA BEACH (1975)
 AH1501
 AH1501                         *CURRENT SURVEY CONTROL
 AH1501  ___________________________________________________________________
 AH1501* NAD 83(1993)-  27 20 03.04454(N)    097 44 59.34996(W)     ADJUSTED  
 AH1501* NAVD 88     -                                                        
 AH1501  ___________________________________________________________________
 AH1501  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AH1501  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AH1501
 AH1501  HORZ ORDER  -  THIRD
 AH1501
 AH1501.The horizontal coordinates were established by classical geodetic methods
 AH1501.and adjusted by the National Geodetic Survey in February 1996..
 AH1501
 AH1501
 AH1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1501
 AH1501.The geoid height was determined by GEOID03.
 AH1501
 AH1501;                    North         East     Units Scale Factor Converg.
 AH1501;SPC TX S     - 5,184,967.950   374,230.727   MT  0.99991162   +0 20 26.1
 AH1501;SPC TX S     -17,011,015.68  1,227,788.64   sFT  0.99991162   +0 20 26.1
 AH1501;UTM  14      - 3,024,069.146   623,673.858   MT  0.99978881   +0 34 26.9
 AH1501
 AH1501                          SUPERSEDED SURVEY CONTROL
 AH1501
 AH1501  NAD 83(1986)-  27 20 03.06289(N)    097 44 59.32422(W) AD(       ) 4
 AH1501  NAD 27      -  27 20 01.91700(N)    097 44 58.34300(W) AD(       ) 3
 AH1501
 AH1501.Superseded values are not recommended for survey control.
 AH1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1501.See file dsdata.txt to determine how the superseded data were derived.
 AH1501
 AH1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2367424069(NAD 83)
 AH1501_MARKER: 90 = CHURCH SPIRE
 AH1501
 AH1501  HISTORY     - Date     Condition        Report By
 AH1501  HISTORY     - 1913     FIRST OBSERVED   CGS
 AH1501  HISTORY     - 1949     GOOD             CGS
 AH1501  HISTORY     - 1949     GOOD             CGS
 AH1501
 AH1501                          STATION DESCRIPTION
 AH1501
 AH1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1501'LOCATED ABOUT 5.0 MILES NORTHEAST OF RIVIERA AND 4.5 MILES
 AH1501'EAST OF U.S. HIGHWAY 77 ON FARM ROAD 628.  IT IS A YELLOW
 AH1501'BRICK STRUCTURE WITH A CONE SHAPED BELFRY OVER THE SOUTH
 AH1501'AND MAIN ENTRANCE.  POINT OBSERVED UPON, SPIRE WITH CROSS
 AH1501'ON THE TOP OF THE BELFRY.
 AH1501'
 AH1501'PROBABLY THE SAME STATION AS GERMAN CATHOLIC CHURCH, STEEPLE,
 AH1501'1913.
 AH1501
 AH1501                          STATION RECOVERY (1949)
 AH1501
 AH1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1501'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 AH1501'
 AH1501'LOCATED ABOUT 4.6 MILES E ALONG THE LOYOLA BEACH ROAD FROM
 AH1501'THE INTERSECTION WITH U.S. HIGHWAY 77, AND 3.3 MILES W ALONG THE
 AH1501'LOYOLA BEACH ROAD FROM LOYOLA BEACH AT SMALL SETTLEMENT KNOWN
 AH1501'AS VATTMAN.  ON THE E SIDE OF A DRIVE TO THE CHURCH AND SCHOOL,
 AH1501'APPROXIMATELY 1000 FT.N OF THE LOYOLA BEACH ROAD.  STATION
 AH1501'IS THE CROSS ATOP THE STEEPLE OF OUR LADY OF CONSOLATION
 AH1501'CHURCH.  THE STEEPLE IS AT THE W END OF THE RED BRICK BUILDING
 AH1501'OVER A STATUE BUILT IN THE GABLE.  TOP OF CROSS IS 60 FT.
 AH1501'ABOVE THE GROUND.
 AH1501'
 AH1501'THIS SAME STEEPLE WAS OBSERVED BY R.L.E. IN 1949 AS LADY
 AH1501'IN COUNCILATION, CATHOLIC CHURCH SPIRE AND THE TWO GROGRAPHIC
 AH1501'POSITIONS DIFFER BY APPROXIMATELY ONE METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0453 ***********************************************************************
 DP0453  DESIGNATION -  OUTLAW
 DP0453  PID         -  DP0453
 DP0453  STATE/COUNTY-  TX/GARZA
 DP0453  USGS QUAD   -  POST WEST (1969)
 DP0453
 DP0453                         *CURRENT SURVEY CONTROL
 DP0453  ___________________________________________________________________
 DP0453* NAD 83(1993)-  33 12 55.11098(N)    101 25 33.55441(W)     ADJUSTED  
 DP0453* NAVD 88     -       893.895  (meters)    2932.72   (feet)  ADJUSTED  
 DP0453  ___________________________________________________________________
 DP0453  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DP0453  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 DP0453  DYNAMIC HT  -         892.737 (meters)    2928.92  (feet)  COMP
 DP0453  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 DP0453
 DP0453  HORZ ORDER  -  FIRST
 DP0453  VERT ORDER  -  FIRST     CLASS II
 DP0453
 DP0453.The horizontal coordinates were established by classical geodetic methods
 DP0453.and adjusted by the National Geodetic Survey in February 1996..
 DP0453
 DP0453.The orthometric height was determined by differential leveling
 DP0453.and adjusted by the National Geodetic Survey in June 1991..
 DP0453
 DP0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0453
 DP0453.The geoid height was determined by GEOID03.
 DP0453
 DP0453.The dynamic height is computed by dividing the NAVD 88
 DP0453.geopotential number by the normal gravity value computed on the
 DP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0453.degrees latitude (g = 980.6199 gals.).
 DP0453
 DP0453.The modeled gravity was interpolated from observed gravity values.
 DP0453
 DP0453;                    North         East     Units Scale Factor Converg.
 DP0453;SPC TXNC     - 2,175,526.993   327,292.062   MT  0.99987669   -1 35 44.9
 DP0453;SPC TXNC     - 7,137,541.48  1,073,790.71   sFT  0.99987669   -1 35 44.9
 DP0453;UTM  14      - 3,677,779.541   273,899.187   MT  1.00023034   -1 19 46.2
 DP0453
 DP0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0453!SPC TXNC     -   0.99986363  x   0.99987669  =   0.99974034
 DP0453!UTM  14      -   0.99986363  x   1.00023034  =   1.00009394
 DP0453
 DP0453:                Primary Azimuth Mark                     Grid Az
 DP0453:SPC TXNC     -  POST ATT MICROWAVE                       099 52 08.7
 DP0453:UTM  14      -  POST ATT MICROWAVE                       099 36 10.0
 DP0453
 DP0453|---------------------------------------------------------------------|
 DP0453| PID    Reference Object                     Distance      Geod. Az  |
 DP0453|                                                           dddmmss.s |
 DP0453| DP0622 POST ATT MICROWAVE                  APPROX.12.8 KM 0981623.8 |
 DP0453| DP0624 POST POSTEX MILLS CO STACK          APPROX. 6.1 KM 1215853.8 |
 DP0453| DP0628 POST COUNTY SHERIFF DEPT MAST       APPROX. 4.9 KM 1230925.5 |
 DP0453| DP0625 POST RAD STA KPOS MAST              APPROX. 6.5 KM 1274521.7 |
 DP0453| DP0454 OUTLAW RM 1                          23.670 METERS 15301     |
 DP0453| DP0629 POST SW BELL TEL CO RAD MAST        APPROX. 0.7 KM 1832738.0 |
 DP0453| DP0455 OUTLAW RM 2                          28.468 METERS 24212     |
 DP0453| CJ7204 OUTLAW AZ MK                                       2874309.4 |
 DP0453|---------------------------------------------------------------------|
 DP0453
 DP0453                          SUPERSEDED SURVEY CONTROL
 DP0453
 DP0453  NAD 83(1993)-  33 12 55.11385(N)    101 25 33.54696(W) AD(       ) 1
 DP0453  NAD 83(1986)-  33 12 55.11809(N)    101 25 33.54250(W) AD(       ) 1
 DP0453  NAD 27      -  33 12 54.77742(N)    101 25 32.04864(W) AD(       ) 1
 DP0453
 DP0453.Superseded values are not recommended for survey control.
 DP0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0453.See file dsdata.txt to determine how the superseded data were derived.
 DP0453
 DP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7389977780(NAD 83)
 DP0453_MARKER: DS = TRIANGULATION STATION DISK
 DP0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0453_SP_SET: CONCRETE POST
 DP0453_STAMPING: OUTLAW 1968
 DP0453_MARK LOGO: CGS   
 DP0453_PROJECTION: PROJECTING 5 CENTIMETERS
 DP0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0453+STABILITY: SURFACE MOTION
 DP0453
 DP0453  HISTORY     - Date     Condition        Report By
 DP0453  HISTORY     - 1968     MONUMENTED       CGS
 DP0453  HISTORY     - 1981     GOOD             NGS
 DP0453  HISTORY     - 1982     GOOD             NGS
 DP0453
 DP0453                          STATION DESCRIPTION
 DP0453
 DP0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0453'DISTANCE BETWEEN REFERENCE MARKS IS 120.60 FEET.
 DP0453'
 DP0453'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF PLEASANT VALLEY,
 DP0453'3-3/4 MILES EAST OF CLOSE CITY AND 3 MILES NORTHWEST OF POST.
 DP0453'
 DP0453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 380 AND
 DP0453'84 IN POST, GO NORTH, THEN NORTHWEST ON U.S. HIGHWAY 84 FOR 3.6
 DP0453'MILES TO THE TOP OF THE HILL AND A METAL GATE ON THE RIGHT.  (TO
 DP0453'REACH THE AZIMUTH MARK FROM HERE, CONTINUE AHEAD ON THE HIGHWAY
 DP0453'FOR 0.4 MILE TO THE AZIMUTH ON THE LEFT.) PASS THROUGH THE GATE
 DP0453'AND THE STATION IS ABOUT 100 FEET NORTHEAST.
 DP0453'
 DP0453'THE STATION MARK IS A STANDARD DISK, STAMPED OUTLAW 1968, SET IN
 DP0453'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 DP0453'ABOVE THE GROUND.  IT IS 97.5 FEET NORTHEAST OF THE EAST GATE POST
 DP0453'OF THE METAL GATE, 62.0 FEET NORTH OF A METAL WITNESS POST, SET IN
 DP0453'A FENCE, 56.0 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE AND 51.0
 DP0453'FEET EAST OF THE CENTER OF A TRACK ROAD.
 DP0453'
 DP0453'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OUTLAW NO 1 1968,
 DP0453'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 DP0453'4 INCHES ABOVE THE GROUND.  IT IS 118 FEET SOUTH-SOUTHEAST OF THE
 DP0453'TELEPHONE POLE, 58.5 FEET EAST OF THE METAL WITNESS POST AND 1.0
 DP0453'FOOT NORTH OF THE FENCE.  IT IS ABOUT THE SAME ELEVATION AS THE
 DP0453'STATION.
 DP0453'
 DP0453'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OUTLAW NO 2 1968,
 DP0453'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 DP0453'4 INCHES ABOVE THE GROUND.  IT IS 62.2 FEET WEST OF THE METAL
 DP0453'WITNESS POST, 4.5 FEET EAST-NORTHEAST OF THE EAST GATE POST AND
 DP0453'1.5 FEET NORTH OF THE FENCE.  IT IS ABOUT THE SAME ELEVATION AS
 DP0453'THE STATION.
 DP0453'
 DP0453'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED OUTLAW 1968, CEMENTED
 DP0453'IN A DRILL HOLE IN THE NORTH HEADWALL OF A CONCRETE CULVERT ON THE
 DP0453'SOUTHEAST BOUND LANE OF U.S. HIGHWAY 84.  IT IS 71.0 FEET
 DP0453'SOUTH-SOUTHWEST OF THE CENTER OF THE NORTHWEST BOUND LANE OF THE
 DP0453'HIGHWAY, 22.5 FEET NORTH-NORTHEAST OF THE CENTER OF THE SOUTHEAST
 DP0453'BOUND LANE OF THE HIGHWAY AND 2.3 FEET SOUTHEAST OF A HIGHWAY
 DP0453'REFLECTOR POST.
 DP0453
 DP0453                          STATION RECOVERY (1981)
 DP0453
 DP0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 DP0453'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD
 DP0453'CONDITION AS DESCRIBED IN 1968.
 DP0453
 DP0453                          STATION RECOVERY (1982)
 DP0453
 DP0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0453'5.7 KM (3.55 MI) NW FROM POST.
 DP0453'5.7 KM (3.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0453'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 34.3 METERS
 DP0453'(112.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 DP0453'THE HIGHWAY, 17.0 METERS (55.8 FT) SOUTHWEST OF A UTILITY POLE WITH A
 DP0453'GUY WIRE AND 13.5 METERS (44.3 FT) EAST-SOUTHEAST OF THE CENTER OF A
 DP0453'FIELD ROAD LEADING NORTHEAST.
 DP0453'THE MARK IS 18.9 METERS  NNE FROM  A WITNESS POST AND FENCE
 DP0453'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0454 ***********************************************************************
 DP0454  DESIGNATION -  OUTLAW RM 1
 DP0454  PID         -  DP0454
 DP0454  STATE/COUNTY-  TX/GARZA
 DP0454  USGS QUAD   -  POST WEST (1969)
 DP0454
 DP0454                         *CURRENT SURVEY CONTROL
 DP0454  ___________________________________________________________________
 DP0454* NAD 83(1986)-  33 12 54.     (N)    101 25 33.     (W)     SCALED    
 DP0454* NAVD 88     -       894.204  (meters)    2933.73   (feet)  ADJUSTED  
 DP0454  ___________________________________________________________________
 DP0454  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 DP0454  DYNAMIC HT  -         893.046 (meters)    2929.94  (feet)  COMP
 DP0454  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 DP0454
 DP0454  VERT ORDER  -  FIRST     CLASS II
 DP0454
 DP0454.The horizontal coordinates were scaled from a topographic map and have
 DP0454.an estimated accuracy of +/- 6 seconds.
 DP0454
 DP0454.The orthometric height was determined by differential leveling
 DP0454.and adjusted by the National Geodetic Survey in June 1991..
 DP0454
 DP0454.The geoid height was determined by GEOID03.
 DP0454
 DP0454.The dynamic height is computed by dividing the NAVD 88
 DP0454.geopotential number by the normal gravity value computed on the
 DP0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0454.degrees latitude (g = 980.6199 gals.).
 DP0454
 DP0454.The modeled gravity was interpolated from observed gravity values.
 DP0454
 DP0454;                    North         East    Units  Estimated Accuracy
 DP0454;SPC TXNC     - 2,175,490.      327,310.      MT  (+/- 180 meters Scaled)
 DP0454
 DP0454                          SUPERSEDED SURVEY CONTROL
 DP0454
 DP0454.No superseded survey control is available for this station.
 DP0454
 DP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB739777(NAD 83)
 DP0454_MARKER: DR = REFERENCE MARK DISK
 DP0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0454_SP_SET: CONCRETE POST
 DP0454_STAMPING: OUTLAW NO 1 1968
 DP0454_MARK LOGO: CGS   
 DP0454_PROJECTION: PROJECTING 10 CENTIMETERS
 DP0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0454+STABILITY: SURFACE MOTION
 DP0454
 DP0454  HISTORY     - Date     Condition        Report By
 DP0454  HISTORY     - 1968     MONUMENTED       CGS
 DP0454  HISTORY     - 1982     GOOD             NGS
 DP0454
 DP0454                          STATION DESCRIPTION
 DP0454
 DP0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0454'5.7 KM (3.55 MI) NW FROM POST.
 DP0454'5.7 KM (3.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0454'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 23.7 METERS
 DP0454'(77.8 FT) SOUTH-SOUTHEAST OF TRIANGULATION STATION OUTLAW, 15.9 METERS
 DP0454'(52.2 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 DP0454'THE HIGHWAY AND 0.3 METER (1.0 FT) NORTH-NORTHEAST OF A FENCE.
 DP0454'THE MARK IS 17.8 METERS  ESE FROM A WITNESS POST.
 DP0454'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0455 ***********************************************************************
 DP0455  DESIGNATION -  OUTLAW RM 2
 DP0455  PID         -  DP0455
 DP0455  STATE/COUNTY-  TX/GARZA
 DP0455  USGS QUAD   -  POST WEST (1969)
 DP0455
 DP0455                         *CURRENT SURVEY CONTROL
 DP0455  ___________________________________________________________________
 DP0455* NAD 83(1986)-  33 12 55.     (N)    101 25 36.     (W)     SCALED    
 DP0455* NAVD 88     -       894.150  (meters)    2933.56   (feet)  ADJUSTED  
 DP0455  ___________________________________________________________________
 DP0455  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 DP0455  DYNAMIC HT  -         892.991 (meters)    2929.75  (feet)  COMP
 DP0455  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 DP0455
 DP0455  VERT ORDER  -  FIRST     CLASS II
 DP0455
 DP0455.The horizontal coordinates were scaled from a topographic map and have
 DP0455.an estimated accuracy of +/- 6 seconds.
 DP0455
 DP0455.The orthometric height was determined by differential leveling
 DP0455.and adjusted by the National Geodetic Survey in June 1991..
 DP0455
 DP0455.The geoid height was determined by GEOID03.
 DP0455
 DP0455.The dynamic height is computed by dividing the NAVD 88
 DP0455.geopotential number by the normal gravity value computed on the
 DP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0455.degrees latitude (g = 980.6199 gals.).
 DP0455
 DP0455.The modeled gravity was interpolated from observed gravity values.
 DP0455
 DP0455;                    North         East    Units  Estimated Accuracy
 DP0455;SPC TXNC     - 2,175,530.      327,230.      MT  (+/- 180 meters Scaled)
 DP0455
 DP0455                          SUPERSEDED SURVEY CONTROL
 DP0455
 DP0455.No superseded survey control is available for this station.
 DP0455
 DP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB738777(NAD 83)
 DP0455_MARKER: DR = REFERENCE MARK DISK
 DP0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0455_SP_SET: CONCRETE POST
 DP0455_STAMPING: OUTLAW NO 2 1968
 DP0455_MARK LOGO: CGS   
 DP0455_PROJECTION: PROJECTING 5 CENTIMETERS
 DP0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0455+STABILITY: SURFACE MOTION
 DP0455
 DP0455  HISTORY     - Date     Condition        Report By
 DP0455  HISTORY     - 1968     MONUMENTED       CGS
 DP0455  HISTORY     - 1982     GOOD             NGS
 DP0455
 DP0455                          STATION DESCRIPTION
 DP0455
 DP0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0455'5.7 KM (3.55 MI) NW FROM POST.
 DP0455'5.7 KM (3.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0455'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 28.5 METERS
 DP0455'(93.5 FT) WEST OF TRIANGULATION STATION OUTLAW, 15.4 METERS (50.5 FT)
 DP0455'NORTHEAST OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 3.3 METERS
 DP0455'(10.8 FT) EAST-SOUTHEAST OF THE CENTER OF A FIELD ROAD AND GATE, 3.2
 DP0455'METERS (10.5 FT) WEST-NORTHWEST OF THE CENTER OF A FIELD ROAD AND
 DP0455'CATTLE GUARD AND 0.5 METER (1.6 FT) NORTH-NORTHEAST OF A FENCE.
 DP0455'THE MARK IS 19.0 METERS  WNW FROM A WITNESS POST.
 DP0455'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2319 ***********************************************************************
 AW2319  DESIGNATION -  OUTLET USE
 AW2319  PID         -  AW2319
 AW2319  STATE/COUNTY-  TX/HARRIS
 AW2319  USGS QUAD   -  ADDICKS (1995)
 AW2319
 AW2319                         *CURRENT SURVEY CONTROL
 AW2319  ___________________________________________________________________
 AW2319* NAD 83(1986)-  29 46 08.     (N)    095 38 46.     (W)     SCALED    
 AW2319* NAVD 88     -        25.70   (+/-2cm)      84.3    (feet)  VERTCON   
 AW2319  ___________________________________________________________________
 AW2319  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW2319
 AW2319  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2319
 AW2319.The horizontal coordinates were scaled from a topographic map and have
 AW2319.an estimated accuracy of +/- 6 seconds.
 AW2319
 AW2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2319.The vertical order pertains to the NGVD 29 superseded value.
 AW2319
 AW2319.The geoid height was determined by GEOID03.
 AW2319
 AW2319;                    North         East    Units  Estimated Accuracy
 AW2319;SPC TXSC     - 4,219,160.      924,270.      MT  (+/- 180 meters Scaled)
 AW2319
 AW2319                          SUPERSEDED SURVEY CONTROL
 AW2319
 AW2319  NGVD 29 (??/??/92)   25.697  (m)           84.31   (f) ADJ UNCH    1 2
 AW2319
 AW2319.Superseded values are not recommended for survey control.
 AW2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2319.See file dsdata.txt to determine how the superseded data were derived.
 AW2319
 AW2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN441961(NAD 83)
 AW2319_MARKER: X = CHISELED CROSS
 AW2319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2319_SP_SET: OUTLET
 AW2319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2319
 AW2319  HISTORY     - Date     Condition        Report By
 AW2319  HISTORY     - UNK      MONUMENTED       USE
 AW2319  HISTORY     - 1973     GOOD             NGS
 AW2319  HISTORY     - 1978     POOR             NGS
 AW2319  HISTORY     - 20040714 MARK NOT FOUND   USPSQD
 AW2319
 AW2319                          STATION DESCRIPTION
 AW2319
 AW2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2319'1.25 MI S FROM ADDICKS.
 AW2319'1.0 MILE SOUTH ALONG STATE HIGHWAY 6 FROM INTERSTATE HIGHWAY 10
 AW2319'OVERPASS AT ADDICKS, THENCE 0.25 MILE WEST ALONG THE NORTH BANK OF
 AW2319'BUFFALO BAYOU, AT THE OUTLET (DOWN STREAM) HEADWALL OF BARKER
 AW2319'RESERVOIR, IN THE TOP OF THE CENTER ALONG THE EAST EDGE OF THE
 AW2319'HEADWALL, 27.1 FEET SOUTH OF THE NORTH END OF THE HEADWALL, 0.3 FOOT
 AW2319'EAST OF THE CENTER OF A HAND RAIL POST.
 AW2319
 AW2319                          STATION RECOVERY (1978)
 AW2319
 AW2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2319'NOT SUITABLE FOR FIRST ORDER LEVELS.  INACCESSABLE.
 AW2319
 AW2319                          STATION RECOVERY (2004)
 AW2319
 AW2319'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1173 ***********************************************************************
 CR1173  DESIGNATION -  OVERTON
 CR1173  PID         -  CR1173
 CR1173  STATE/COUNTY-  TX/RUSK
 CR1173  USGS QUAD   -  KILGORE SW (1971)
 CR1173
 CR1173                         *CURRENT SURVEY CONTROL
 CR1173  ___________________________________________________________________
 CR1173* NAD 83(1993)-  32 17 10.45766(N)    094 58 43.86312(W)     ADJUSTED  
 CR1173* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 CR1173  ___________________________________________________________________
 CR1173  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CR1173  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR1173
 CR1173  HORZ ORDER  -  FIRST
 CR1173
 CR1173.The horizontal coordinates were established by classical geodetic methods
 CR1173.and adjusted by the National Geodetic Survey in February 1996..
 CR1173
 CR1173.The orthometric height was scaled from a topographic map.
 CR1173
 CR1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1173
 CR1173.The geoid height was determined by GEOID03.
 CR1173
 CR1173;                    North         East     Units Scale Factor Converg.
 CR1173;SPC TXNC     - 2,074,263.559   931,611.649   MT  0.99996116   +1 55 13.5
 CR1173;SPC TXNC     - 6,805,313.03  3,056,462.55   sFT  0.99996116   +1 55 13.5
 CR1173;UTM  15      - 3,573,883.051   313,653.937   MT  1.00002824   -1 03 26.3
 CR1173
 CR1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1173!SPC TXNC     -   0.99997777  x   0.99996116  =   0.99993893
 CR1173!UTM  15      -   0.99997777  x   1.00002824  =   1.00000601
 CR1173
 CR1173|---------------------------------------------------------------------|
 CR1173| PID    Reference Object                     Distance      Geod. Az  |
 CR1173|                                                           dddmmss.s |
 CR1173| CX6011 OVERTON RM 1                         23.650 METERS 16825     |
 CR1173| CR1172 OVERTON MUNICIPAL TANK              APPROX. 1.3 KM 1702045.1 |
 CR1173| CX6010 OVERTON AZ MK                                      1892244.2 |
 CR1173| CR1268 ARP MUNICIPAL TANK                  APPROX.10.2 KM 2293811.6 |
 CR1173| CX6012 OVERTON RM 2                         23.173 METERS 25542     |
 CR1173|---------------------------------------------------------------------|
 CR1173
 CR1173                          SUPERSEDED SURVEY CONTROL
 CR1173
 CR1173  NAD 83(1986)-  32 17 10.46615(N)    094 58 43.84999(W) AD(       ) 1
 CR1173  NAD 27      -  32 17 09.91490(N)    094 58 43.06530(W) AD(       ) 1
 CR1173
 CR1173.Superseded values are not recommended for survey control.
 CR1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1173.See file dsdata.txt to determine how the superseded data were derived.
 CR1173
 CR1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR1365473883(NAD 83)
 CR1173_MARKER: DS = TRIANGULATION STATION DISK
 CR1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1173+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 CR1173
 CR1173  HISTORY     - Date     Condition        Report By
 CR1173  HISTORY     - 1950     MONUMENTED       CGS
 CR1173  HISTORY     - 1955     GOOD             TXHD
 CR1173  HISTORY     - 20040606 GOOD             USPSQD
 CR1173
 CR1173                          STATION DESCRIPTION
 CR1173
 CR1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1173'STATION IS LOCATED AT THE NORTH EDGE OF THE TOWN OF OVERTON,
 CR1173'ON THE HIGHEST PART OF A HILL OVERLOOKING THE TOWN AND ON
 CR1173'PROPERTY OWNED BY MR. LEVI WILLCOX.  IT IS ABOUT 300 FEET
 CR1173'EAST OF A HARD SURFACED ROAD, 92 FEET SOUTH OF A PROPERTY-LINE
 CR1173'FENCE AND 10-1/2 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 CR1173'PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED, OVERTON 1950.
 CR1173'
 CR1173'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL, ABOUT
 CR1173'3-1/2 FEET LOWER THAN THE STATION MARK, AND 55 FEET NORTH
 CR1173'OF A LARGE PINE TREE THAT NOW SERVES AS A CORNER POST FOR
 CR1173'A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC
 CR1173'IS STAMPED, OVERTON NO 1 1950.
 CR1173'
 CR1173'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL, ABOUT
 CR1173'2 FEET LOWER THAN THE STATION MARK AND 90 FEET EAST OF A
 CR1173'LARGE PINE TREE WITH DOUBLE TRUNKS.  THE MARK PROJECTS ABOUT
 CR1173'6 INCHES AND THE DISC IS STAMPED, OVERTON NO 2 1950.
 CR1173'
 CR1173'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF A NORTH-SOUTH HARD-SURFACED
 CR1173'ROAD, 20 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD,
 CR1173'1 FOOT EAST OF THE FENCE LINE, 10-1/2 FEET NORTH OF A GATE
 CR1173'POST AND 2 FEET NORTH-NORTHEAST OF A WITNESS POST.  THE MARK
 CR1173'PROJECTS ABOUT 5 INCHES AND THE DISC IS STAMPED, OVERTON
 CR1173'1950.
 CR1173'
 CR1173'THE STATION WAS REACHED FROM THE RAILROAD STATION IN OVERTON
 CR1173'BY GOING NORTH FOR ABOUT 0.15 MILES TO A STREET CROSSING
 CR1173'OF THE RAILROAD TRACKS.  TURN LEFT ACROSS THE TRACKS, THENCE
 CR1173'RIGHT OR NORTHERLY ALONG THE WEST SIDE OF THE RAILROAD TRACKS,
 CR1173'FOR 0.45 MILE TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD
 CR1173'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 CR1173'ABOVE.  CONTINUE NORTH FOR 0.15 MILE TO A TRACK ROAD ON
 CR1173'THE RIGHT THAT LEADS TO THE TOP OF A HILL AND THE STATION
 CR1173'SITE.
 CR1173'
 CR1173'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1173
 CR1173                          STATION RECOVERY (1955)
 CR1173
 CR1173'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (NEW)
 CR1173'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 CR1173'DESCRIBED.
 CR1173
 CR1173                          STATION RECOVERY (2004)
 CR1173
 CR1173'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1172 ***********************************************************************
 CR1172  DESIGNATION -  OVERTON MUNICIPAL TANK
 CR1172  PID         -  CR1172
 CR1172  STATE/COUNTY-  TX/RUSK
 CR1172  USGS QUAD   -  KILGORE SW (1971)
 CR1172
 CR1172                         *CURRENT SURVEY CONTROL
 CR1172  ___________________________________________________________________
 CR1172* NAD 83(1993)-  32 16 29.35068(N)    094 58 35.63228(W)     ADJUSTED  
 CR1172* NAVD 88     -                                                        
 CR1172  ___________________________________________________________________
 CR1172  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CR1172  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR1172
 CR1172  HORZ ORDER  -  THIRD
 CR1172
 CR1172.The horizontal coordinates were established by classical geodetic methods
 CR1172.and adjusted by the National Geodetic Survey in February 1996..
 CR1172
 CR1172
 CR1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1172
 CR1172.The geoid height was determined by GEOID03.
 CR1172
 CR1172;                    North         East     Units Scale Factor Converg.
 CR1172;SPC TXNC     - 2,073,005.309   931,869.349   MT  0.99996382   +1 55 18.0
 CR1172;SPC TXNC     - 6,801,184.92  3,057,308.02   sFT  0.99996382   +1 55 18.0
 CR1172;UTM  15      - 3,572,613.030   313,845.941   MT  1.00002735   -1 03 20.7
 CR1172
 CR1172                          SUPERSEDED SURVEY CONTROL
 CR1172
 CR1172  NAD 83(1986)-  32 16 29.35920(N)    094 58 35.61914(W) AD(       ) 4
 CR1172  NAD 27      -  32 16 28.80800(N)    094 58 34.83400(W) AD(       ) 3
 CR1172
 CR1172.Superseded values are not recommended for survey control.
 CR1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1172.See file dsdata.txt to determine how the superseded data were derived.
 CR1172
 CR1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR1384672613(NAD 83)
 CR1172_MARKER: 53 = ELEVATED TANK
 CR1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1172+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 CR1172
 CR1172  HISTORY     - Date     Condition        Report By
 CR1172  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1172  HISTORY     - 1953     GOOD             CGS
 CR1172  HISTORY     - 20040606 GOOD             USPSQD
 CR1172
 CR1172                          STATION DESCRIPTION
 CR1172
 CR1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1172'STATION IS LOCATED IN THE NORTHEAST PART OF OVERTON ON N
 CR1172'RUSK STREET.  IT IS A STEEL TANK SUPPORTED ON 4 STEEL LEGS
 CR1172'WHICH ARE 33 FEET APART AND PAINTED SILVER.  STATION IS 124 FEET
 CR1172'HIGH
 CR1172'
 CR1172'THE POINT INTERSECTED WAS THE BALL FINIAL
 CR1172'
 CR1172'TO REACH FROM POST OFFICE IN OVERTON ON E MAINE STREET
 CR1172'GO 0.1 MILE TO N RUSK STREET.  TURN RIGHT TO THE MUNICPAL
 CR1172'BUILDING ON LEFT AND THE STATION.
 CR1172
 CR1172                          STATION RECOVERY (1953)
 CR1172
 CR1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HWW)
 CR1172'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CR1172
 CR1172                          STATION RECOVERY (2004)
 CR1172
 CR1172'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0757 ***********************************************************************
 CC0757  DESIGNATION -  OWEGO
 CC0757  PID         -  CC0757
 CC0757  STATE/COUNTY-  TX/PECOS
 CC0757  USGS QUAD   -  OWEGO (1972)
 CC0757
 CC0757                         *CURRENT SURVEY CONTROL
 CC0757  ___________________________________________________________________
 CC0757* NAD 83(1993)-  31 07 21.90425(N)    102 35 52.93604(W)     ADJUSTED  
 CC0757* NAVD 88     -       754.0    (meters)    2474.     (feet)  VERTCON   
 CC0757  ___________________________________________________________________
 CC0757  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CC0757  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CC0757
 CC0757  HORZ ORDER  -  FIRST
 CC0757
 CC0757.The horizontal coordinates were established by classical geodetic methods
 CC0757.and adjusted by the National Geodetic Survey in February 1996..
 CC0757
 CC0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0757
 CC0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0757
 CC0757.The geoid height was determined by GEOID03.
 CC0757
 CC0757;                    North         East     Units Scale Factor Converg.
 CC0757;SPC TX C     - 3,163,612.986   484,028.605   MT  0.99988398   -1 09 59.2
 CC0757;SPC TX C     -10,379,286.94  1,588,017.18   sFT  0.99988398   -1 09 59.2
 CC0757;UTM  13      - 3,445,688.386   729,043.091   MT  1.00024714   +1 14 31.4
 CC0757
 CC0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0757!SPC TX C     -   0.99988523  x   0.99988398  =   0.99976922
 CC0757!UTM  13      -   0.99988523  x   1.00024714  =   1.00013234
 CC0757
 CC0757|---------------------------------------------------------------------|
 CC0757| PID    Reference Object                     Distance      Geod. Az  |
 CC0757|                                                           dddmmss.s |
 CC0757| CH9221 OWEGO RM 1                           26.993 METERS 13600     |
 CC0757| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX.37.6 KM 2263920.6 |
 CC0757| CH9222 OWEGO RM 2                           28.749 METERS 22905     |
 CC0757| CH9220 OWEGO AZ MK                                        2440722.2 |
 CC0757|---------------------------------------------------------------------|
 CC0757
 CC0757                          SUPERSEDED SURVEY CONTROL
 CC0757
 CC0757  NAD 83(1986)-  31 07 21.90762(N)    102 35 52.92834(W) AD(       ) 1
 CC0757  NAD 27      -  31 07 21.37700(N)    102 35 51.39900(W) AD(       ) 1
 CC0757  NGVD 29 (07/19/86)  753.8    (m)         2473.     (f) VERT ANG       
 CC0757
 CC0757.Superseded values are not recommended for survey control.
 CC0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0757.See file dsdata.txt to determine how the superseded data were derived.
 CC0757
 CC0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ2904345688(NAD 83)
 CC0757_MARKER: DS = TRIANGULATION STATION DISK
 CC0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0757
 CC0757  HISTORY     - Date     Condition        Report By
 CC0757  HISTORY     - 1935     MONUMENTED       CGS
 CC0757  HISTORY     - 1970     GOOD             SHELL
 CC0757  HISTORY     - 1971     GOOD             USGS
 CC0757
 CC0757                          STATION DESCRIPTION
 CC0757
 CC0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0757'THE STATION IS LOCATED ABOUT 22 MILES NE OF FT. STOCKTON
 CC0757'AND IS ON THE N END OF A PROMINENT RIDGE THAT LIES ABOUT 4
 CC0757'MILES NORTHWESTERLY FROM THE J.W. GARNER RANCH.  IT IS ON
 CC0757'LAND LEASED BY THE HOOVER RANCH.  THE STATION MARK PROJECTS
 CC0757'6 INCHES AND IS 0.2 MILE W OF A TRACK ROAD THAT LIES IN A
 CC0757'GENERAL NE AND SW DIRECTION.
 CC0757'
 CC0757'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET
 CC0757'IN CONCRETE.
 CC0757'
 CC0757'UNDERGROUND MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE
 CC0757'IN BEDROCK.
 CC0757'
 CC0757'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS SE OF THE STATION.
 CC0757'
 CC0757'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS SW OF THE
 CC0757'STATION.
 CC0757'
 CC0757'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS WSW OF THE STATION.
 CC0757'IT IS ON A LOW SPUR RIDGE THAT EXTENDS IN A GENERALLY NORTHERLY
 CC0757'DIRECTION FROM THE STATION RIDGE.
 CC0757'
 CC0757'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 CC0757'AND U.S. HIGHWAY 290 AT THE RAILROAD DEPOT IN FT. STOCKTON
 CC0757'GO E ON HIGHWAY 290 7.2 MILES TO A CATTLE GUARD AND SIGN,
 CC0757'JOE LANE.  HERE LEAVE THE HIGHWAY, TURN LEFT, KEEP THE
 CC0757'MAIN ROAD TO THE E OF THE HOUSE, AND 0.8 MILES.  THEN TURN
 CC0757'LEFT AND GO W 0.3 MILE.  THEN TURN SHARP RIGHT AND GO
 CC0757'NORTHEASTERLY PASSING THE BASE OF THE EASTERN END OF SEVEN MILE
 CC0757'MESA 9.0 MILES TO A RAILROAD CROSSING AND CATTLE GUARD.  PASS
 CC0757'THRU GATE ON ROAD ON N SIDE OF TRACKS AND THEN TURN
 CC0757'SHARP BACK TO THE LEFT AND GO W 50 YARDS TO THE E SIDE OF
 CC0757'A WOVEN WIRE FENCE.  FROM THIS POINT GO N ON PLAIN TRACKS
 CC0757'ALONG THE E SIDE OF THE FENCE 2.7 MILES TO A POINT
 CC0757'WHERE THE ROAD BEARS TO THE E AND THE FENCE ALSO JOGS
 CC0757'EASTWARD.  (THERE IS A DIRT TANK IN THE BRUSH ABOUT 150
 CC0757'YARDS NW OF THIS POINT.) FROM THIS POINT FOLLOW ROAD IN
 CC0757'A GENERAL NE DIRECTION 0.3 MILE TO A FORK AT A LONE SE
 CC0757'FENCE CORNER.  TAKE THE LEFT FORK AND GO 0.4 MILE TO A GATE
 CC0757'IN AN E AND W FENCE.  PASS THRU GATE AND GO NORTHEASTERLY
 CC0757'ON MAIN ROAD 3.4 MILES TO A CROSSROADS.  CONTINUE STRAIGHT
 CC0757'AHEAD IN A NORTHEASTERLY DIRECTION AND GO 0.2 MILE TO A
 CC0757'GATE IN A N AND S FENCE.  PASS THRU GATE AND CONTINUE NE
 CC0757'ON MAIN ROAD 1.1 MILES TO A ROAD THAT COMES IN FROM THE
 CC0757'RIGHT.  CONTINUE STRAIGHT AHEAD, NE, ON THE MAIN ROAD
 CC0757'0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NE 0.6
 CC0757'MILE.  HERE LEAVE THE ROAD, TURN LEFT AND GO W 0.2 MILE TO
 CC0757'TOP OF HILL AND STATION.
 CC0757'
 CC0757'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CC0757
 CC0757                          STATION RECOVERY (1970)
 CC0757
 CC0757'RECOVERY NOTE BY SHELL OIL COMPANY 1970 (JSM)
 CC0757'OWEGO, 1935-GOOD
 CC0757'
 CC0757'R.M. 1-GOOD
 CC0757'
 CC0757'R.M. 2--GOOD
 CC0757'
 CC0757'AZIMUTH, 1935-GOOD
 CC0757
 CC0757                          STATION RECOVERY (1971)
 CC0757
 CC0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDT)
 CC0757'ALL MARKS FOUND IN GOOD CONDITION.  THE USC AND GS DESCRIPTION
 CC0757'CALLS THE STATION OWEGO ECCENTRIC BUT THE DISK IS NOT STAMPED
 CC0757'ECCENTRIC.  NEW TO REACH DESCRIPTION AS FOLLOWS.- TO REACH
 CC0757'THE STATION FROM THE JUNCTION OF FARM ROAD 1053 AND FARM ROAD
 CC0757'11 IN IMPERIAL, TEXAS, GO SE ON FARM ROAD 11 FOR 5.0 MILES.
 CC0757'THEN RIGHT (SW) ON A PAVED ROAD FOR 6.0 MILES TO PAVED T-ROAD
 CC0757'SE.  THEN LEFT ON PAVED T-ROAD FOR 4.0 MILES.  LEAVE PAVED
 CC0757'ROAD AND TAKE MAIN GRADED ROAD NE FOR 1.15 MILE TO A
 CC0757'CATTLEGUARD.  CROSS CATTLEGUARD AND GO SE ON GRADED ROAD FOR 2.05
 CC0757'MILES TO GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND
 CC0757'FOLLOW TRAIL SOUTH FOR 0.1 MILE TO PIPELINE.  TURN RIGHT
 CC0757'AND FOLLOW PIPELINE FOR 0.15 MILE.  AT THIS POINT LEAVE
 CC0757'PIPELINE AND DRIVE SW ACROSS COUNTRY FOR 0.1 MILE TO TOP
 CC0757'OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0450 ***********************************************************************
 AM0450  DESIGNATION -  OWEN
 AM0450  PID         -  AM0450
 AM0450  STATE/COUNTY-  TX/BRAZORIA
 AM0450  USGS QUAD   -  CEDAR LAKES EAST (1974)
 AM0450
 AM0450                         *CURRENT SURVEY CONTROL
 AM0450  ___________________________________________________________________
 AM0450* NAD 83(1993)-  28 50 46.94049(N)    095 28 00.98839(W)     ADJUSTED  
 AM0450* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AM0450  ___________________________________________________________________
 AM0450  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AM0450  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AM0450
 AM0450  HORZ ORDER  -  SECOND
 AM0450
 AM0450.The horizontal coordinates were established by classical geodetic methods
 AM0450.and adjusted by the National Geodetic Survey in February 1996..
 AM0450
 AM0450.The orthometric height was scaled from a topographic map.
 AM0450
 AM0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0450
 AM0450.The geoid height was determined by GEOID03.
 AM0450
 AM0450;                    North         East     Units Scale Factor Converg.
 AM0450;SPC TXSC     - 4,117,479.604   944,678.051   MT  0.99989934   +1 43 51.2
 AM0450;SPC TXSC     -13,508,764.33  3,099,331.24   sFT  0.99989934   +1 43 51.2
 AM0450;UTM  15      - 3,193,465.943   259,325.635   MT  1.00031487   -1 11 26.8
 AM0450
 AM0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0450!SPC TXSC     -   1.00000382  x   0.99989934  =   0.99990316
 AM0450!UTM  15      -   1.00000382  x   1.00031487  =   1.00031870
 AM0450
 AM0450|---------------------------------------------------------------------|
 AM0450| PID    Reference Object                     Distance      Geod. Az  |
 AM0450|                                                           dddmmss.s |
 AM0450| CV6632 OWEN RM 2                            57.480 METERS 23746     |
 AM0450| AM0256 MCNEEL                              APPROX. 6.9 KM 3215653.3 |
 AM0450| CV6631 OWEN RM 1                                          3245946.5 |
 AM0450|---------------------------------------------------------------------|
 AM0450
 AM0450                          SUPERSEDED SURVEY CONTROL
 AM0450
 AM0450  NAD 83(1986)-  28 50 46.94951(N)    095 28 00.96787(W) AD(       ) 2
 AM0450  NAD 27      -  28 50 46.04400(N)    095 28 00.16200(W) AD(       ) 2
 AM0450
 AM0450.Superseded values are not recommended for survey control.
 AM0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0450.See file dsdata.txt to determine how the superseded data were derived.
 AM0450
 AM0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM5932693466(NAD 83)
 AM0450_MARKER: DS = TRIANGULATION STATION DISK
 AM0450_SETTING: 0 = UNSPECIFIED SETTING
 AM0450
 AM0450  HISTORY     - Date     Condition        Report By
 AM0450  HISTORY     - 1934     MONUMENTED       CGS
 AM0450  HISTORY     - 1937     GOOD             CGS
 AM0450  HISTORY     - 1947     GOOD             CGS
 AM0450  HISTORY     - 1951     GOOD             ATRECO
 AM0450  HISTORY     - 1951     GOOD             LOCENG
 AM0450  HISTORY     - 1960     GOOD             CGS
 AM0450  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 AM0450  HISTORY     - 1962     MARK NOT FOUND   CGS
 AM0450  HISTORY     - 1964     SEE DESCRIPTION  CGS
 AM0450
 AM0450                          STATION DESCRIPTION
 AM0450
 AM0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0450'STATION IS LOCATED ABOUT 10 MILES SW FROM FREEPORT, NEAR
 AM0450'THE GULF BEACH, ABOUT 2 MILES SW FROM THE MOUTH OF THE SAN
 AM0450'BERNARD RIVER, 250 METERS NW FROM THE GULF HIGH-WATER LINE,
 AM0450'ABOUT 0.6 MILE SE OF E SHORE OF CEDAR LAKES, AND 150 METERS
 AM0450'WNW FROM A SMALL CLUMP OF SALT CEDARS.  THIS IS THE MOST
 AM0450'W OF SEVERAL SMALL CLUMPS GROUPED CLOSELY TOGETHER AND THE
 AM0450'FIRST ON THE BEACH W FROM THE CANAL BRIDGE.
 AM0450'
 AM0450'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0450'SET IN CONCRETE.
 AM0450'
 AM0450'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--WINDMILL
 AM0450'(2 MILES), 233 DEG.  CENTER OF BRIDGE ACROSS CANAL,
 AM0450'31 DEG.  STACK, BRYAN MOUND, 36 DEG 30 MIN.  HOTEL (2 MILES),
 AM0450'48 DEG 30 MIN.
 AM0450'
 AM0450'HEIGHT OF LIGHT ABOVE STATION MARK - 5.5 METERS.
 AM0450
 AM0450                          STATION RECOVERY (1937)
 AM0450
 AM0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AM0450'STATION IS 180 METERS NW FROM THE GULF HIGHWATER LINE AND
 AM0450'210 METERS WNW FROM A SMALL CLUMP OF SALT CEDARS.
 AM0450
 AM0450                          STATION RECOVERY (1947)
 AM0450
 AM0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0450'STATION RECOVERED AS DESCRIBED IN 1937 RECOVERY NOTE.  STATION
 AM0450'IS 15 METERS WSW OF THE SW EDGE OF A SMALL POND.  STATION
 AM0450'MARK IS IN GOOD CONDITION, BUT WAS BURIED UNDER 8 INCHES OF
 AM0450'SAND AND SHELL.
 AM0450'
 AM0450'R.M. 1 WAS RECOVERED IN GOOD CONDITION, FLUSH WITH THE GROUND.
 AM0450'
 AM0450'R.M. 2 WAS NOT RECOVERED.  IT IS PROBABLY BURIED BY SAND
 AM0450'WASHING FROM THE GULF.
 AM0450
 AM0450                          STATION RECOVERY (1951)
 AM0450
 AM0450'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1951
 AM0450'MARK RECOVERED IN GOOD CONDITION.  IT IS STAMPED OWEN.  MARK WAS
 AM0450'BURIED UNDER 1 FOOT OF SAND AND SHELL.  A 4- BY 4-INCH CREOSOTED
 AM0450'POST PROJECTING 3 FEET ABOVE GROUND NOW STANDS 5 FEET NW OF
 AM0450'STATION MARK.
 AM0450'
 AM0450'REFERENCE MARKS NOT SEARCHED FOR.
 AM0450
 AM0450                          STATION RECOVERY (1951)
 AM0450
 AM0450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951 (HJS)
 AM0450'RECOVERED BY BRAZOS OIL AND GAS CO
 AM0450'
 AM0450'LETTER OF MR. H.J. SALANI, BRAZOS OIL AND GAS CO., HOUSTON,
 AM0450'DATED 10/23/51--STATION WAS RECOVERED AS DESCRIBED IN GOOD
 AM0450'CONDITION BUT WAS BURIED UNDER 12 INCHES OF SAND.
 AM0450
 AM0450                          STATION RECOVERY (1960)
 AM0450
 AM0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0450'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 AM0450'COULD NOT BE FOUND.  THE STATION IS COVERED BY 1 FOOT OF SAND.
 AM0450'IT IS BELIEVED THAT THE REFERENCE MARKS ARE ALSO COVERED.  REVISED
 AM0450'DESCRIPTION FOLLOWS.  LOCATED ON THE GULF BEACH, ABOUT 10
 AM0450'MILES SOUTHWEST OF FREEPORT, ABOUT 2.0 MILES SOUTHWEST OF THE
 AM0450'MOUTH OF THE SAN BERNARD RIVER, ABOUT 250 FEET NORTHWEST OF THE
 AM0450'MEAN HIGH WATER LINE OF THE GULF, ABOUT 500 FEET SOUTHEAST
 AM0450'OF THE SOUTH END OF A LONG, NARROW POND AND 6.0 FEET SOUTHEAST
 AM0450'OF A 4 BY 4 CREOSOTED POST WHICH PROJECTS 3 FEET.  A STANDARD
 AM0450'DISK STAMPED OWEN 1934 IN TOP OF A CONCRETE MONUMENT 1 FOOT
 AM0450'UNDERGROUND.
 AM0450
 AM0450                          STATION RECOVERY (1961)
 AM0450
 AM0450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 AM0450'RECOVERED BY PHILLIPS PET CO
 AM0450'
 AM0450'STATION MARK IS ON HIGH TIDE LINE AND WILL SOON BE LOST
 AM0450'DUE TO BEACH EROSION.  R.M. 2 IS ON HIGH TIDE LINE AND R.M.
 AM0450'1 WAS NOT SEARCHED FOR.
 AM0450
 AM0450                          STATION RECOVERY (1962)
 AM0450
 AM0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AM0450'NOT RECOVERED.
 AM0450'
 AM0450'THE AREA WAS THOROUGHLY SEARCHED BY TWO MEN FOR TWO HOURS.
 AM0450'
 AM0450'NEITHER THE LONG NARROW POND OR THE 4X4 WITNESS POST COULD
 AM0450'BE FOUND.  THERE IS MUCH EVIDENCE OF SHELL AND SAND BEING
 AM0450'BUILT UP IN THIS AREA BY THE 1961 HURRICANE.  IT IS BELIEVED
 AM0450'THE STATION IS COVERED.
 AM0450
 AM0450                          STATION RECOVERY (1964)
 AM0450
 AM0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AM0450'STATION WAS NOT VISITED.  REPORTED LOST IN 1961 HURRICANE
 AM0450'BY F.G. AKERS, THE BRAZORIA COUNTY SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0321 ***********************************************************************
 CA0321  DESIGNATION -  OWENS
 CA0321  PID         -  CA0321
 CA0321  STATE/COUNTY-  TX/BROWN
 CA0321  USGS QUAD   -  MAY (1977)
 CA0321
 CA0321                         *CURRENT SURVEY CONTROL
 CA0321  ___________________________________________________________________
 CA0321* NAD 83(1993)-  31 52 55.22889(N)    098 58 44.26543(W)     ADJUSTED  
 CA0321* NAVD 88     -       478.612  (meters)    1570.25   (feet)  ADJUSTED  
 CA0321  ___________________________________________________________________
 CA0321  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 CA0321  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CA0321  DYNAMIC HT  -         477.989 (meters)    1568.20  (feet)  COMP
 CA0321  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 CA0321
 CA0321  HORZ ORDER  -  SECOND
 CA0321  VERT ORDER  -  SECOND    CLASS 0
 CA0321
 CA0321.The horizontal coordinates were established by classical geodetic methods
 CA0321.and adjusted by the National Geodetic Survey in February 1996..
 CA0321
 CA0321.The orthometric height was determined by differential leveling
 CA0321.and adjusted by the National Geodetic Survey in June 1991..
 CA0321
 CA0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0321
 CA0321.The geoid height was determined by GEOID03.
 CA0321
 CA0321.The dynamic height is computed by dividing the NAVD 88
 CA0321.geopotential number by the normal gravity value computed on the
 CA0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0321.degrees latitude (g = 980.6199 gals.).
 CA0321
 CA0321.The modeled gravity was interpolated from observed gravity values.
 CA0321
 CA0321;                    North         East     Units Scale Factor Converg.
 CA0321;SPC TX C     - 3,246,373.405   828,139.153   MT  0.99999964   +0 41 51.3
 CA0321;SPC TX C     -10,650,810.08  2,716,986.54   sFT  0.99999964   +0 41 51.3
 CA0321;UTM  14      - 3,527,357.488   501,989.634   MT  0.99960005   +0 00 40.0
 CA0321
 CA0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0321!SPC TX C     -   0.99992900  x   0.99999964  =   0.99992864
 CA0321!UTM  14      -   0.99992900  x   0.99960005  =   0.99952908
 CA0321
 CA0321:                Primary Azimuth Mark                     Grid Az
 CA0321:SPC TX C     -  OWENS AZ MK                              065 44 23.9
 CA0321:UTM  14      -  OWENS AZ MK                              066 25 35.2
 CA0321
 CA0321|---------------------------------------------------------------------|
 CA0321| PID    Reference Object                     Distance      Geod. Az  |
 CA0321|                                                           dddmmss.s |
 CA0321| CA0319 OWENS AZ MK                                        0662615.2 |
 CA0321| CA0320 OWENS RM 1                           26.030 METERS 15743     |
 CA0321| CA0322 OWENS RM 2                           21.173 METERS 24927     |
 CA0321|---------------------------------------------------------------------|
 CA0321
 CA0321                          SUPERSEDED SURVEY CONTROL
 CA0321
 CA0321  NAD 83(1986)-  31 52 55.23892(N)    098 58 44.25197(W) AD(       ) 2
 CA0321  NAD 27      -  31 52 54.69500(N)    098 58 43.06400(W) AD(       ) 2
 CA0321  NGVD 29 (??/??/92)  478.513  (m)         1569.92   (f) ADJ UNCH    2 0
 CA0321
 CA0321.Superseded values are not recommended for survey control.
 CA0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0321.See file dsdata.txt to determine how the superseded data were derived.
 CA0321
 CA0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0199027357(NAD 83)
 CA0321_MARKER: DS = TRIANGULATION STATION DISK
 CA0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0321_STAMPING: OWENS 1944
 CA0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0321+STABILITY: SURFACE MOTION
 CA0321
 CA0321  HISTORY     - Date     Condition        Report By
 CA0321  HISTORY     - 1944     MONUMENTED       CGS
 CA0321  HISTORY     - 1944     GOOD             CGS
 CA0321  HISTORY     - 1957     GOOD             CGS
 CA0321  HISTORY     - 1963     GOOD             CGS
 CA0321  HISTORY     - 1963     GOOD             NGS
 CA0321
 CA0321                          STATION DESCRIPTION
 CA0321
 CA0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0321'STATION IS LOCATED ABOUT 11.0 MILES N OF BROWNWOOD, 5.5 MILES
 CA0321'NW OF OWENS POST OFFICE, AND 3.0 MILES SSW OF HOLDER, ON
 CA0321'LAND OWNED AND OCCUPIED BY G.D. BROWN.  IT IS ABOUT 0.05
 CA0321'MILE SE OF THE BROWN FARMHOUSE, 35 FEET NW OF THE CENTER
 CA0321'LINE OF THE FARM ROAD, 31 FEET NE OF A TRIANGULAR-BLAZED
 CA0321'6-INCH SCRUB OAK TREE, AND 125 FEET SSE OF THE BOARD GATE TO
 CA0321'THE BROWN FARMHOUSE.  IT IS STAMPED OWENS 1944 AND IS FLUSH
 CA0321'WITH THE GROUND.
 CA0321'
 CA0321'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA0321'DISKS SET IN CONCRETE.
 CA0321'
 CA0321'REFERENCE MARK 1 IS SSW OF THE STATION, 8 FEET NE OF AN
 CA0321'8-INCH SCRUB OAK TREE, AND 30 FEET SW OF THE CENTER LINE
 CA0321'OF THE DIRT ROAD.  IT IS STAMPED OWENS NO 1 1944 AND IS
 CA0321'SET FLUSH WITH THE GROUND.
 CA0321'
 CA0321'REFERENCE MARK 2 IS NNW OF THE STATION, 55 FEET NE OF THE
 CA0321'BOARD GATE TO THE BROWN FARMHOUSE, AND 1 FOOT SE OF THE FENCE
 CA0321'LINE.  IT IS STAMPED OWENS NO 2 1944 AND PROJECTS ABOUT 2
 CA0321'INCHES.
 CA0321'
 CA0321'AZIMUTH MARK IS ABOUT 0.3 MILE ESE OF THE STATION, 35 FEET
 CA0321'S OF THE CENTER OF THE LEFT TURN IN THE GRADED DIRT ROAD,
 CA0321'30 FEET NE OF A WIRE GATE, AND 1 FOOT NW OF THE FENCE LINE.
 CA0321'IT IS STAMPED OWENS 1944 AND PROJECTS ABOUT 4 INCHES.  TO
 CA0321'REACH FROM THE STATION, GO BACK ON GRADED DIRT ROAD FOR
 CA0321'0.3 MILE TO A SHARP LEFT TURN AND MARK ON THE RIGHT.
 CA0321'
 CA0321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA0321'AND 283 IN THE N EDGE OF BROWNWOOD, GO NE ON COMBINED U.S.
 CA0321'HIGHWAYS 67, 84, AND 283 FOR 1.05 MILES, THENCE LEFT ON
 CA0321'HIGHWAY 283 FOR 8.1 MILES TO CROSSROADS AT CONOCO SERVICE
 CA0321'STATION ON THE RIGHT IN OWENS.  TURN LEFT AND GO N ON GRADED
 CA0321'DIRT ROAD FOR 4.15 MILES TO A GRADED DIRT ROAD LEFT, TWO
 CA0321'MAIL BOXES ON THE RIGHT, AND WHERE MAIN ROAD TURNS TO THE
 CA0321'RIGHT.  TURN SHARP LEFT IN A SW DIRECTION FOR 0.3 MILE TO A
 CA0321'WIRE GATE, PASS THROUGH WIRE GATE AND CONTINUE ON GRADED
 CA0321'DIRT ROAD FOR 0.2 MILE TO THE TOP OF THE GRADE AND THE
 CA0321'STATION ON THE RIGHT.
 CA0321'
 CA0321'OBSERVATIONS MADE FROM A 37-FOOT TOWER.
 CA0321'
 CA0321'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CA0321
 CA0321                          STATION RECOVERY (1944)
 CA0321
 CA0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 CA0321'2.3 MI S FROM HOLDER.
 CA0321'1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE GENERAL STORE AT HOLDER,
 CA0321'THENCE 0.5 MILE SOUTHWEST ALONG A DIRT ROAD, ON LAND OWNED AND
 CA0321'OCCUPIED BY G. D. BROWN, IN FRONT OF AND ABOUT 300 YARDS FROM THE
 CA0321'BROWN HOME, 35 FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, AND
 CA0321'66 FEET EAST OF THE YARD FENCE.  A TRIANGULATION-STATION DISK, SET IN
 CA0321'THE TOP OF A CONCRETE POST AND FLUSH WITH THE TOP OF THE GROUND.
 CA0321
 CA0321                          STATION RECOVERY (1957)
 CA0321
 CA0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 CA0321'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  BECAUSE
 CA0321'OF THE MANY CHANGES, THE DESCRIPTION SHOULD READ AS FOLLOWS--
 CA0321'
 CA0321'STATION IS LOCATED ABOUT 11 MILES NORTH OF BROWNWOOD, 5
 CA0321'MILES NW OF OWENS, AND 3 MILES SOUTH OF HOLDER, ON LAND
 CA0321'OWNED AND OCCUPIED BY MR. G.D. BROWN.  IT IS 171 FEET ENE
 CA0321'OF THE NE CORNER OF THE HOUSE, 58 FEET NNW OF THE CENTER LINE
 CA0321'OF THE ENTRANCE ROAD, 74 FEET SOUTH OF THE SW CORNER OF A
 CA0321'SMALL BARN, AND 66 FEET EAST OF A FENCE LINE.  IT IS STAMPED
 CA0321'OWENS 1944 AND IS FLUSH WITH THE GROUND.
 CA0321'
 CA0321'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA0321'DISKS SET IN CONCRETE.
 CA0321'
 CA0321'REFERENCE MARK 1 IS 85.40 FEET SSE OF THE STATION, 26 FEET
 CA0321'SSE OF THE CENTER LINE OF THE ENTRANCE ROAD, 189 FEET EAST
 CA0321'OF THE NE CORNER OF THE HOUSE, AND 8 FEET NE OF A 10 INCH
 CA0321'SCRUB OAK TREE.  IT IS STAMPED OWENS NO 1 1944 AND IS FLUSH
 CA0321'WITH THE GROUND.
 CA0321'
 CA0321'REFERENCE MARK 2 IS 69.47 FEET WSW OF THE STATION, 102 FEET
 CA0321'ENE OF THE NE CORNER OF THE HOUSE, ON A FENCE LINE 16 FEET
 CA0321'NORTH OF A FENCE CORNER.  IT IS STAMPED OWENS NO 2 1944
 CA0321'AND PROJECTS 2 INCHES.
 CA0321'
 CA0321'AZIMUTH MARK IS 0.3 MILE ENE OF THE STATION, 35 FEET SE OF THE
 CA0321'CENTER LINE OF THE TURN IN THE GRAVEL ROAD, 18 FEET SW OF THE
 CA0321'CENTER OF A BOARD GATE, AND 14 FEET WEST OF THE CENTER LINE
 CA0321'OF A N-S FIELD ROAD.  IT IS STAMPED OWENS 1944 AND PROJECTS
 CA0321'4 INCHES.
 CA0321'
 CA0321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA0321'AND 183 IN THE NORTH EDGE OF BROWNWOOD, GO NE ON COMBINED
 CA0321'HIGHWAYS 67 AND 183 FOR 1 MILE.  TURN LEFT (NORTH) ON HIGHWAY
 CA0321'183 AND GO 8.1 MILES TO CROSSROADS AT OWENS AND SERVICE
 CA0321'STATION ON RIGHT.  TURN LEFT ON GRAVEL ROAD AND GO NW FOR
 CA0321'4.2 MILES TO A GRAVEL ROAD LEFT WHERE THE MAIN ROAD TURNS
 CA0321'RIGHT.  TURN SHARP LEFT (SOUTH) AND GO 0.3 MILE TO A RIGHT
 CA0321'TURN IN THE ROAD AND THE AZIMUTH MARK AHEAD.  CONTINUE ON
 CA0321'MAIN ROAD TO THE RIGHT FOR 0.2 MILE TO TOP OF GRADE AND
 CA0321'STATION ON RIGHT.
 CA0321
 CA0321                          STATION RECOVERY (1963)
 CA0321
 CA0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 CA0321'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 CA0321'CONDITION.  R.M. 1 AND R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED
 CA0321'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION SHOULD READ THAT
 CA0321'THERE IS A GULF SERVICE STATION AT THE CROSSROADS, INSTEAD OF A
 CA0321'CONOCO STATION.
 CA0321
 CA0321                          STATION RECOVERY (1963)
 CA0321
 CA0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CA0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0451 ***********************************************************************
 BO0451  DESIGNATION -  OWENS
 BO0451  PID         -  BO0451
 BO0451  STATE/COUNTY-  TX/EDWARDS
 BO0451  USGS QUAD   -  RAY LAKE SE (1987)
 BO0451
 BO0451                         *CURRENT SURVEY CONTROL
 BO0451  ___________________________________________________________________
 BO0451* NAD 83(1993)-  30 05 01.69617(N)    100 15 55.20502(W)     ADJUSTED  
 BO0451* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 BO0451  ___________________________________________________________________
 BO0451  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BO0451  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BO0451
 BO0451  HORZ ORDER  -  FIRST
 BO0451
 BO0451.The horizontal coordinates were established by classical geodetic methods
 BO0451.and adjusted by the National Geodetic Survey in February 1996..
 BO0451
 BO0451.The orthometric height was scaled from a topographic map.
 BO0451
 BO0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0451
 BO0451.The geoid height was determined by GEOID03.
 BO0451
 BO0451;                    North         East     Units Scale Factor Converg.
 BO0451;SPC TXSC     - 4,250,078.310   478,023.938   MT  0.99994845   -0 37 11.7
 BO0451;SPC TXSC     -13,943,798.59  1,568,316.87   sFT  0.99994845   -0 37 11.7
 BO0451;UTM  14      - 3,328,746.646   378,059.096   MT  0.99978345   -0 38 03.7
 BO0451
 BO0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0451!SPC TXSC     -   0.99988615  x   0.99994845  =   0.99983461
 BO0451!UTM  14      -   0.99988615  x   0.99978345  =   0.99966963
 BO0451
 BO0451|---------------------------------------------------------------------|
 BO0451| PID    Reference Object                     Distance      Geod. Az  |
 BO0451|                                                           dddmmss.s |
 BO0451| CV5011 OWENS RM 1                           30.829 METERS 03936     |
 BO0451| BO0449 ROCKSPRINGS TANK                    APPROX. 9.6 KM 1443135.7 |
 BO0451| CV5012 OWENS RM 2                           30.018 METERS 16708     |
 BO0451| AZ0598 BURNEY                              APPROX.12.6 KM 1841023.2 |
 BO0451| CV5013 OWENS RM 3                          112.060 METERS 27556     |
 BO0451|---------------------------------------------------------------------|
 BO0451
 BO0451                          SUPERSEDED SURVEY CONTROL
 BO0451
 BO0451  NAD 83(1986)-  30 05 01.69404(N)    100 15 55.19137(W) AD(       ) 1
 BO0451  NAD 27      -  30 05 00.95400(N)    100 15 53.89100(W) AD(       ) 1
 BO0451
 BO0451.Superseded values are not recommended for survey control.
 BO0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0451.See file dsdata.txt to determine how the superseded data were derived.
 BO0451
 BO0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU7805928747(NAD 83)
 BO0451_MARKER: DS = TRIANGULATION STATION DISK
 BO0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0451
 BO0451  HISTORY     - Date     Condition        Report By
 BO0451  HISTORY     - 1935     MONUMENTED       CGS
 BO0451  HISTORY     - 1960     GOOD             LOCSUR
 BO0451  HISTORY     - 1971     GOOD             USGS
 BO0451
 BO0451                          STATION DESCRIPTION
 BO0451
 BO0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0451'STATION IS ON THE PROPERTY OF T.R. OWENS.  MARK IS 36 FEET
 BO0451'W OF LARGE TRIANGULAR-BLAZED TREE AND PROJECTS 8 INCHES.
 BO0451'
 BO0451'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BO0451'DISKS SET IN CONCRETE.
 BO0451'
 BO0451'REFERENCE MARK NO. 1 IS NE OF STATION AND PROJECTS ABOUT 8
 BO0451'INCHES.
 BO0451'
 BO0451'REFERENCE MARK NO. 2 IS S OF STATION AND PROJECTS 8 INCHES.
 BO0451'
 BO0451'REFERENCE MARK NO. 3 IS W BY N OF THE STATION AND PROJECTS
 BO0451'ABOUT 4 INCHES.
 BO0451'
 BO0451'TO REACH THE STATION FROM THE POST OFFICE IN ROCKSPRINGS, GO
 BO0451'W ON STATE HIGHWAY 41 FOR 0.3 MILE, TAKE RIGHT FORK, GO 5.5
 BO0451'MILES, TURN RIGHT THROUGH RIGHT-HAND OF TWO GATES AT T.R. OWENS
 BO0451'MAIL BOX, GO 0.9 MILE TO T.R. OWENS HOUSE, TURN LEFT AROUND
 BO0451'HOUSE AND GO 0.1 MILE THROUGH YARD AND FOUR GATES IN CORRAL
 BO0451'TO WINDMILL AND RESERVOIR.  THEN GO 0.5 MILE ON DIM ROAD
 BO0451'NORTHERLY AND NORTHWESTERLY TO STATION ON HIGHEST GROUND AMONG
 BO0451'TREES.
 BO0451'
 BO0451'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 BO0451
 BO0451                          STATION RECOVERY (1960)
 BO0451
 BO0451'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 BO0451'STATION AND REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 BO0451'REFERENCE MARK 3 WAS NOT SEARCHED FOR.  SINCE THE ROADS OF 1935
 BO0451'HAVE BEEN CHANGED THE DESCRIPTION TO REACH MIGHT READ.  GO
 BO0451'WEST ON STATE HIGHWAY 55 4.75 MILES FROM THE HIGH SCHOOL IN
 BO0451'ROCKSPRINGS AND TAKE A GRAVE ROAD TO THE RIGHT FOR 2.1 MILES
 BO0451'TO THE GATE OF MR. T.R. OWENS.  ENTER THIS GATE AND FOLLOW
 BO0451'ROAD TO THE HOUSE AND FROM THIS POINT THE PREVIOUS DESCRIPTION
 BO0451'IS GOOD.
 BO0451
 BO0451                          STATION RECOVERY (1971)
 BO0451
 BO0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 BO0451'ALL MARKS RECOVERED AS DESCRIBED.
 BO0451'
 BO0451'ROCKSPRINGS, P.O., 4.5 MILES WEST ON STATE 55 TO JCT. WITH RANCH
 BO0451'ROAD 2995, TURN RIGHT 2.1 MILES TO T.R. OWENS GATE, TURN RIGHT
 BO0451'1.1 MI. TO RANCH YARD, AND GATE BETWEEN HOUSE AND GARAGE, THROUGH
 BO0451'GATE 0.1 MI. TO FK., TURN RIGHT 0.15 MI. TO GATE, PASS THROUGH
 BO0451'AND BEAR LEFT 0.15 MI. LEAVE TRACK TO RIGHT 0.05 MI. TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1398 ***********************************************************************
 BZ1398  DESIGNATION -  OWENS
 BZ1398  PID         -  BZ1398
 BZ1398  STATE/COUNTY-  TX/ROBERTSON
 BZ1398  USGS QUAD   -  OWENSVILLE (1978)
 BZ1398
 BZ1398                         *CURRENT SURVEY CONTROL
 BZ1398  ___________________________________________________________________
 BZ1398* NAD 83(1993)-  31 02 26.73399(N)    096 32 12.81562(W)     ADJUSTED  
 BZ1398* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 BZ1398  ___________________________________________________________________
 BZ1398  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BZ1398  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BZ1398
 BZ1398  HORZ ORDER  -  FIRST
 BZ1398
 BZ1398.The horizontal coordinates were established by classical geodetic methods
 BZ1398.and adjusted by the National Geodetic Survey in February 1996..
 BZ1398
 BZ1398.The orthometric height was scaled from a topographic map.
 BZ1398
 BZ1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1398
 BZ1398.The geoid height was determined by GEOID03.
 BZ1398
 BZ1398;                    North         East     Units Scale Factor Converg.
 BZ1398;SPC TX C     - 3,158,508.090 1,062,308.788   MT  0.99988198   +1 57 19.4
 BZ1398;SPC TX C     -10,362,538.63  3,485,258.08   sFT  0.99988198   +1 57 19.4
 BZ1398;UTM  14      - 3,436,725.638   735,077.181   MT  1.00028170   +1 16 14.4
 BZ1398
 BZ1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1398!SPC TX C     -   0.99997816  x   0.99988198  =   0.99986014
 BZ1398!UTM  14      -   0.99997816  x   1.00028170  =   1.00025985
 BZ1398
 BZ1398|---------------------------------------------------------------------|
 BZ1398| PID    Reference Object                     Distance      Geod. Az  |
 BZ1398|                                                           dddmmss.s |
 BZ1398| CV8963 OWENS RM 1                           39.197 METERS 00338     |
 BZ1398| BZ1396 FRANKLIN MUNICIPAL TANK             APPROX. 5.1 KM 1113456.8 |
 BZ1398| CV8964 OWENS RM 2                           45.415 METERS 12131     |
 BZ1398| CV8962 OWENS AZ MK                                        3304659.5 |
 BZ1398|---------------------------------------------------------------------|
 BZ1398
 BZ1398                          SUPERSEDED SURVEY CONTROL
 BZ1398
 BZ1398  NAD 83(1986)-  31 02 26.74681(N)    096 32 12.79681(W) AD(       ) 1
 BZ1398  NAD 27      -  31 02 26.07800(N)    096 32 11.91400(W) AD(       ) 1
 BZ1398
 BZ1398.Superseded values are not recommended for survey control.
 BZ1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1398.See file dsdata.txt to determine how the superseded data were derived.
 BZ1398
 BZ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV3507736726(NAD 83)
 BZ1398_MARKER: DS = TRIANGULATION STATION DISK
 BZ1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1398
 BZ1398  HISTORY     - Date     Condition        Report By
 BZ1398  HISTORY     - 1943     MONUMENTED       CGS
 BZ1398
 BZ1398                          STATION DESCRIPTION
 BZ1398
 BZ1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1398'STATION IS LOCATED ABOUT 3.5 MILES NW OF FRANKLIN, ABOUT 9.5 MILES
 BZ1398'NE OF CALVERT, ABOUT 12 MILES N OF HEARNE ON A TIMBERED RIDGE.
 BZ1398'THE OWNER IS UNKNOWN.  THE MARK IS 21 FEET NW OF A
 BZ1398'TRIANGULAR-BLAZED TREE, 57 FEET WSW OF THE CENTER LINE OF THE ROAD
 BZ1398'AND PROJECTS 4 INCHES.  THE MARK IS STAMPED OWENS 1943.
 BZ1398'
 BZ1398'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1398'DISKS SET IN CONCRETE.
 BZ1398'
 BZ1398'REFERENCE MARK NO. 1 IS N OF THE STATION, 33 FEET ENE OF THE
 BZ1398'CENTER LINE OF THE ROAD, 3 FEET WSW OF THE ROAD FENCE, PROJECTS
 BZ1398'6 INCHES AND IS STAMPED OWENS NO. 1 1943.
 BZ1398'
 BZ1398'REFERENCE MARK NO. 2 IS SE OF THE STATION, 27 FEET ENE OF THE
 BZ1398'CENTER LINE OF THE ROAD, 2 FEET SW OF THE ROAD FENCE, PROJECTS
 BZ1398'3 INCHES AND IS STAMPED OWENS NO. 2 1943.
 BZ1398'
 BZ1398'THE AZIMUTH MARK IS 0.3 MILE NW OF THE STATION, 25 FEET E OF
 BZ1398'THE CENTER LINE OF THE ROAD, 1 FOOT W OF THE ROAD FENCE,
 BZ1398'PROJECTS 12 INCHES AND IS STAMPED OWENS 1943.
 BZ1398'
 BZ1398'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FRANKLIN, GO
 BZ1398'SW ON U.S. ROUTE 79 FOR 0.25 MILE TO SIDE STREET RIGHT, NW, GO
 BZ1398'NW ON GRAVEL STREET FOR 0.75 MILE TO T-ROAD, HERE LEFT, W, AND GO
 BZ1398'2.5 MILES TO A DIM FORK LEFT, TAKE RIGHT FORK, NW, AND GO 0.45
 BZ1398'MILE TO STATION ON THE LEFT.
 BZ1398'
 BZ1398'TO REACH THE AZIMUTH MARK FROM THE STATION GO NW ON THE ROAD
 BZ1398'PAST THE STATION, FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 BZ1398'
 BZ1398'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0951 ***********************************************************************
 CB0951  DESIGNATION -  OWENS
 CB0951  PID         -  CB0951
 CB0951  STATE/COUNTY-  TX/IRION
 CB0951  USGS QUAD   -  BARNHART SW (1971)
 CB0951
 CB0951                         *CURRENT SURVEY CONTROL
 CB0951  ___________________________________________________________________
 CB0951* NAD 83(1993)-  31 05 07.39568(N)    101 14 56.72652(W)     ADJUSTED  
 CB0951* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 CB0951  ___________________________________________________________________
 CB0951  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 CB0951  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CB0951
 CB0951  HORZ ORDER  -  THIRD
 CB0951
 CB0951.The horizontal coordinates were established by classical geodetic methods
 CB0951.and adjusted by the National Geodetic Survey in February 1996..
 CB0951
 CB0951.The orthometric height was scaled from a topographic map.
 CB0951
 CB0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0951
 CB0951.The geoid height was determined by GEOID03.
 CB0951
 CB0951;                    North         East     Units Scale Factor Converg.
 CB0951;SPC TX C     - 3,157,632.052   612,630.522   MT  0.99988281   -0 28 18.0
 CB0951;SPC TX C     -10,359,664.49  2,009,938.64   sFT  0.99988281   -0 28 18.0
 CB0951;UTM  14      - 3,441,239.945   285,453.813   MT  1.00016781   -1 09 42.1
 CB0951
 CB0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0951!SPC TX C     -   0.99987212  x   0.99988281  =   0.99975495
 CB0951!UTM  14      -   0.99987212  x   1.00016781  =   1.00003991
 CB0951
 CB0951:                Primary Azimuth Mark                     Grid Az
 CB0951:SPC TX C     -  NINE MILE                                157 40 57.0
 CB0951:UTM  14      -  NINE MILE                                158 22 21.1
 CB0951
 CB0951|---------------------------------------------------------------------|
 CB0951| PID    Reference Object                     Distance      Geod. Az  |
 CB0951|                                                           dddmmss.s |
 CB0951| CB0950 NINE MILE                           APPROX. 9.2 KM 1571239.0 |
 CB0951|---------------------------------------------------------------------|
 CB0951
 CB0951                          SUPERSEDED SURVEY CONTROL
 CB0951
 CB0951  NAD 83(1986)-  31 05 07.40485(N)    101 14 56.71107(W) AD(       ) 3
 CB0951  NAD 27      -  31 05 06.82250(N)    101 14 55.29752(W) AD(       ) 3
 CB0951
 CB0951.Superseded values are not recommended for survey control.
 CB0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0951.See file dsdata.txt to determine how the superseded data were derived.
 CB0951
 CB0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV8545441240(NAD 83)
 CB0951
 CB0951  HISTORY     - Date     Condition        Report By
 CB0951  HISTORY     - UNK      MONUMENTED
 CB0951  HISTORY     - 1971     GOOD             USGS
 CB0951
 CB0951                          STATION DESCRIPTION
 CB0951
 CB0951'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0951'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0951'
 CB0951'BARNHART, JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 163, GO W.
 CB0951'0.25 MI., LEAVE HIGHWAY ON RD. LEFT, FOLLOWING RAILROAD GO 2.05 MI.
 CB0951'AND CROSS RAILROAD, CONTINUE 1.3 MI. TO T-RD. LEFT, CONTINUE AHEAD
 CB0951'1.6 MI. TO CATTLEGUARD, CROSS AND TURN LEFT (S.) AND FOLLOW DIM
 CB0951'TRACK 0.7 MI. TO TOP OF RIDGE, LEAVE TRACK LEFT, GO E. ABOUT 300
 CB0951'FT. TO STATION.
 CB0951'
 CB0951'STATION MARK--ALUMINUM TABLET, CEMENTED IN ROCK SET IN PLACE, AND
 CB0951'STAMPED ---TEXAS OWENS 1920---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0972 ***********************************************************************
 EN0972  DESIGNATION -  OWENS
 EN0972  PID         -  EN0972
 EN0972  STATE/COUNTY-  TX/RANDALL
 EN0972  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0972
 EN0972                         *CURRENT SURVEY CONTROL
 EN0972  ___________________________________________________________________
 EN0972* NAD 83(1993)-  34 58 32.00534(N)    101 37 54.31181(W)     ADJUSTED  
 EN0972* NAVD 88     -      1069.1    (meters)    3508.     (feet)  VERTCON   
 EN0972  ___________________________________________________________________
 EN0972  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 EN0972  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EN0972
 EN0972  HORZ ORDER  -  THIRD
 EN0972
 EN0972.The horizontal coordinates were established by classical geodetic methods
 EN0972.and adjusted by the National Geodetic Survey in February 1996..
 EN0972
 EN0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0972
 EN0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0972
 EN0972.The geoid height was determined by GEOID03.
 EN0972
 EN0972;                    North         East     Units Scale Factor Converg.
 EN0972;SPC TX N     - 1,108,233.548   187,969.628   MT  0.99994049   -0 04 34.9
 EN0972;SPC TX N     - 3,635,929.57    616,697.02   sFT  0.99994049   -0 04 34.9
 EN0972;UTM  14      - 3,873,496.664   259,747.566   MT  1.00031145   -1 30 33.5
 EN0972
 EN0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0972!SPC TX N     -   0.99983634  x   0.99994049  =   0.99977684
 EN0972!UTM  14      -   0.99983634  x   1.00031145  =   1.00014774
 EN0972
 EN0972                          SUPERSEDED SURVEY CONTROL
 EN0972
 EN0972  NAD 83(1993)-  34 58 32.01075(N)    101 37 54.30495(W) AD(       ) 3
 EN0972  NAD 83(1986)-  34 58 32.01218(N)    101 37 54.30418(W) AD(       ) 3
 EN0972  NGVD 29 (01/19/93) 1068.6    (m)         3506.     (f) VERT ANG       
 EN0972
 EN0972.Superseded values are not recommended for survey control.
 EN0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0972.See file dsdata.txt to determine how the superseded data were derived.
 EN0972
 EN0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5974873497(NAD 83)
 EN0972_MARKER: DD = SURVEY DISK
 EN0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0972+STABILITY: SURFACE MOTION
 EN0972
 EN0972  HISTORY     - Date     Condition        Report By
 EN0972  HISTORY     - 1954     MONUMENTED       USGS
 EN0972
 EN0972                          STATION DESCRIPTION
 EN0972
 EN0972'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0972'STATION IS LOCATED ABOUT 14.0 MI. AIRLINE SSW. OF WASHBURN, 13.0 MI.
 EN0972'AIRLINE NW. OF WAYSIDE AND 60 FT. N. OF A GRADED DIRT RD.
 EN0972'
 EN0972'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 287 AND FARM ROAD 1151
 EN0972'IN WASHBURN, GO S. ON FARM ROAD 1151 FOR 5.0 MI. TO POINT WHERE FARM
 EN0972'ROAD TURNS E., CONTINUE ON S. ALONG GRADED DIRT RD. FOR 6.0 MI. TO
 EN0972'T-RD. W., TURN RIGHT (W.) AND GO 3.0 MI. TO CROSSROADS, TURN LEFT (S.)
 EN0972'AND GO 2.8 MI. TO STATION SITE.
 EN0972'
 EN0972'STATION MARK--A STANDARD TABLET STAMPED---OWENS 1954---, CEMENTED IN
 EN0972'TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FT. ABOVE GROUND.
 EN0972'
 EN0972'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0319 ***********************************************************************
 CA0319  DESIGNATION -  OWENS AZ MK
 CA0319  PID         -  CA0319
 CA0319  STATE/COUNTY-  TX/BROWN
 CA0319  USGS QUAD   -  MAY (1977)
 CA0319
 CA0319                         *CURRENT SURVEY CONTROL
 CA0319  ___________________________________________________________________
 CA0319* NAD 83(1986)-  31 53 00.     (N)    098 58 37.     (W)     SCALED    
 CA0319* NAVD 88     -       469.895  (meters)    1541.65   (feet)  ADJUSTED  
 CA0319  ___________________________________________________________________
 CA0319  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CA0319  DYNAMIC HT  -         469.283 (meters)    1539.64  (feet)  COMP
 CA0319  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CA0319
 CA0319  VERT ORDER  -  SECOND    CLASS 0
 CA0319
 CA0319.The horizontal coordinates were scaled from a topographic map and have
 CA0319.an estimated accuracy of +/- 6 seconds.
 CA0319
 CA0319.The orthometric height was determined by differential leveling
 CA0319.and adjusted by the National Geodetic Survey in June 1991..
 CA0319
 CA0319.The geoid height was determined by GEOID03.
 CA0319
 CA0319.The dynamic height is computed by dividing the NAVD 88
 CA0319.geopotential number by the normal gravity value computed on the
 CA0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0319.degrees latitude (g = 980.6199 gals.).
 CA0319
 CA0319.The modeled gravity was interpolated from observed gravity values.
 CA0319
 CA0319;                    North         East    Units  Estimated Accuracy
 CA0319;SPC TX C     - 3,246,520.      828,330.      MT  (+/- 180 meters Scaled)
 CA0319
 CA0319                          SUPERSEDED SURVEY CONTROL
 CA0319
 CA0319  NGVD 29 (??/??/92)  469.795  (m)         1541.32   (f) ADJ UNCH    2 0
 CA0319
 CA0319.Superseded values are not recommended for survey control.
 CA0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0319.See file dsdata.txt to determine how the superseded data were derived.
 CA0319
 CA0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA021275(NAD 83)
 CA0319_MARKER: DZ = AZIMUTH MARK DISK
 CA0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0319_STAMPING: OWENS 1944
 CA0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0319+STABILITY: SURFACE MOTION
 CA0319
 CA0319  HISTORY     - Date     Condition        Report By
 CA0319  HISTORY     - 1944     MONUMENTED       CGS
 CA0319
 CA0319                          STATION DESCRIPTION
 CA0319
 CA0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0319'2.0 MI S FROM HOLDER.
 CA0319'1.8 MILES SOUTH ALONG A GRAVEL SURFACED ROAD FROM THE GENERAL STORE AT
 CA0319'HOLDER, THENCE 0.2 MILE SOUTH ALONG A FARM ROAD, AT A SHARP TURN OF
 CA0319'THE ROAD, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 17 FEET
 CA0319'NORTHEAST OF THE CENTER LINE OF A ROAD LEADING INTO A FIELD, AND 3
 CA0319'FEET SOUTHWEST OF A FENCE LINE.  AN AZIMUTH-MARK DISK, SET IN THE TOP
 CA0319'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0320 ***********************************************************************
 CA0320  DESIGNATION -  OWENS RM 1
 CA0320  PID         -  CA0320
 CA0320  STATE/COUNTY-  TX/BROWN
 CA0320  USGS QUAD   -  MAY (1977)
 CA0320
 CA0320                         *CURRENT SURVEY CONTROL
 CA0320  ___________________________________________________________________
 CA0320* NAD 83(1986)-  31 52 55.     (N)    098 58 45.     (W)     SCALED    
 CA0320* NAVD 88     -       478.608  (meters)    1570.23   (feet)  ADJUSTED  
 CA0320  ___________________________________________________________________
 CA0320  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CA0320  DYNAMIC HT  -         477.985 (meters)    1568.19  (feet)  COMP
 CA0320  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 CA0320
 CA0320  VERT ORDER  -  SECOND    CLASS 0
 CA0320
 CA0320.The horizontal coordinates were scaled from a topographic map and have
 CA0320.an estimated accuracy of +/- 6 seconds.
 CA0320
 CA0320.The orthometric height was determined by differential leveling
 CA0320.and adjusted by the National Geodetic Survey in June 1991..
 CA0320
 CA0320.The geoid height was determined by GEOID03.
 CA0320
 CA0320.The dynamic height is computed by dividing the NAVD 88
 CA0320.geopotential number by the normal gravity value computed on the
 CA0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0320.degrees latitude (g = 980.6199 gals.).
 CA0320
 CA0320.The modeled gravity was interpolated from observed gravity values.
 CA0320
 CA0320;                    North         East    Units  Estimated Accuracy
 CA0320;SPC TX C     - 3,246,370.      828,120.      MT  (+/- 180 meters Scaled)
 CA0320
 CA0320                          SUPERSEDED SURVEY CONTROL
 CA0320
 CA0320  NGVD 29 (??/??/92)  478.509  (m)         1569.91   (f) ADJ UNCH    2 0
 CA0320
 CA0320.Superseded values are not recommended for survey control.
 CA0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0320.See file dsdata.txt to determine how the superseded data were derived.
 CA0320
 CA0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA019273(NAD 83)
 CA0320_MARKER: DR = REFERENCE MARK DISK
 CA0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0320_STAMPING: OWENS NO. 1 1944
 CA0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0320+STABILITY: SURFACE MOTION
 CA0320
 CA0320  HISTORY     - Date     Condition        Report By
 CA0320  HISTORY     - 1944     MONUMENTED       CGS
 CA0320  HISTORY     - 1963     GOOD             NGS
 CA0320
 CA0320                          STATION DESCRIPTION
 CA0320
 CA0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0320'2.3 MI S FROM HOLDER.
 CA0320'1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE GENERAL STORE AT HOLDER,
 CA0320'THENCE 0.5 MILE SOUTHWEST ALONG A DIRT ROAD, ON LAND OWNED AND
 CA0320'OCCUPIED BY G. D. BROWN, 85.4 FEET SOUTHWEST OF THE STATION, 40 FEET
 CA0320'SOUTH OF THE CENTER LINE OF THE FARM ROAD, AND 8 FEET NORTHEAST OF AN
 CA0320'8-INCH OAK TREE.  A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 CA0320'POST AND FLUSH WITH THE TOP OF THE GROUND.
 CA0320
 CA0320                          STATION RECOVERY (1963)
 CA0320
 CA0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CA0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0322 ***********************************************************************
 CA0322  DESIGNATION -  OWENS RM 2
 CA0322  PID         -  CA0322
 CA0322  STATE/COUNTY-  TX/BROWN
 CA0322  USGS QUAD   -  MAY (1977)
 CA0322
 CA0322                         *CURRENT SURVEY CONTROL
 CA0322  ___________________________________________________________________
 CA0322* NAD 83(1986)-  31 52 55.     (N)    098 58 44.     (W)     SCALED    
 CA0322* NAVD 88     -       478.777  (meters)    1570.79   (feet)  ADJUSTED  
 CA0322  ___________________________________________________________________
 CA0322  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CA0322  DYNAMIC HT  -         478.153 (meters)    1568.74  (feet)  COMP
 CA0322  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 CA0322
 CA0322  VERT ORDER  -  SECOND    CLASS 0
 CA0322
 CA0322.The horizontal coordinates were scaled from a topographic map and have
 CA0322.an estimated accuracy of +/- 6 seconds.
 CA0322
 CA0322.The orthometric height was determined by differential leveling
 CA0322.and adjusted by the National Geodetic Survey in June 1991..
 CA0322
 CA0322.The geoid height was determined by GEOID03.
 CA0322
 CA0322.The dynamic height is computed by dividing the NAVD 88
 CA0322.geopotential number by the normal gravity value computed on the
 CA0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0322.degrees latitude (g = 980.6199 gals.).
 CA0322
 CA0322.The modeled gravity was interpolated from observed gravity values.
 CA0322
 CA0322;                    North         East    Units  Estimated Accuracy
 CA0322;SPC TX C     - 3,246,370.      828,150.      MT  (+/- 180 meters Scaled)
 CA0322
 CA0322                          SUPERSEDED SURVEY CONTROL
 CA0322
 CA0322  NGVD 29 (??/??/92)  478.677  (m)         1570.46   (f) ADJ UNCH    2 0
 CA0322
 CA0322.Superseded values are not recommended for survey control.
 CA0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0322.See file dsdata.txt to determine how the superseded data were derived.
 CA0322
 CA0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA019273(NAD 83)
 CA0322_MARKER: DR = REFERENCE MARK DISK
 CA0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0322_STAMPING: OWENS NO. 2 1944
 CA0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0322+STABILITY: SURFACE MOTION
 CA0322
 CA0322  HISTORY     - Date     Condition        Report By
 CA0322  HISTORY     - 1944     MONUMENTED       CGS
 CA0322  HISTORY     - 1963     GOOD             NGS
 CA0322
 CA0322                          STATION DESCRIPTION
 CA0322
 CA0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0322'2.3 MI S FROM HOLDER.
 CA0322'1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE GENERAL STORE AT HOLDE,
 CA0322'THENCE 0.5 MILE SOUTHWEST ALONG A DIRT ROAD, ON LAND OWNED AND
 CA0322'OCCUPIED BY G. D. BROWN, 69.5 FEET NORTHWEST OF THE STATION, AND 1
 CA0322'FOOT EAST OF THE YARD FENCE.  A REFERENCE-MARK DISK, SET IN THE TOP OF
 CA0322'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 CA0322
 CA0322                          STATION RECOVERY (1963)
 CA0322
 CA0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CA0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2090 ***********************************************************************
 AY2090  DESIGNATION -  OWL
 AY2090  PID         -  AY2090
 AY2090  STATE/COUNTY-  TX/REAL
 AY2090  USGS QUAD   -  OWL HOLLOW (1971)
 AY2090
 AY2090                         *CURRENT SURVEY CONTROL
 AY2090  ___________________________________________________________________
 AY2090* NAD 83(1993)-  29 49 28.81608(N)    099 50 31.71978(W)     ADJUSTED  
 AY2090* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 AY2090  ___________________________________________________________________
 AY2090  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AY2090  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 AY2090
 AY2090  HORZ ORDER  -  SECOND
 AY2090
 AY2090.The horizontal coordinates were established by classical geodetic methods
 AY2090.and adjusted by the National Geodetic Survey in February 1996..
 AY2090
 AY2090.The orthometric height was scaled from a topographic map.
 AY2090
 AY2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2090
 AY2090.The geoid height was determined by GEOID03.
 AY2090
 AY2090;                    North         East     Units Scale Factor Converg.
 AY2090;SPC TXSC     - 4,220,988.352   518,611.038   MT  0.99989966   -0 24 45.3
 AY2090;SPC TXSC     -13,848,359.28  1,701,476.38   sFT  0.99989966   -0 24 45.3
 AY2090;UTM  14      - 3,299,655.166   418,633.235   MT  0.99968168   -0 25 07.9
 AY2090
 AY2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2090!SPC TXSC     -   0.99989213  x   0.99989966  =   0.99979180
 AY2090!UTM  14      -   0.99989213  x   0.99968168  =   0.99957384
 AY2090
 AY2090|---------------------------------------------------------------------|
 AY2090| PID    Reference Object                     Distance      Geod. Az  |
 AY2090|                                                           dddmmss.s |
 AY2090| CV5015 OWL RM 1                             23.058 METERS 09738     |
 AY2090| CV5014 OWL AZ MK                                          2551028.8 |
 AY2090| CV5016 OWL RM 2                             16.655 METERS 33653     |
 AY2090|---------------------------------------------------------------------|
 AY2090
 AY2090                          SUPERSEDED SURVEY CONTROL
 AY2090
 AY2090  NAD 83(1986)-  29 49 28.82062(N)    099 50 31.70811(W) AD(       ) 2
 AY2090  NAD 27      -  29 49 28.03400(N)    099 50 30.48900(W) AD(       ) 2
 AY2090
 AY2090.Superseded values are not recommended for survey control.
 AY2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2090.See file dsdata.txt to determine how the superseded data were derived.
 AY2090
 AY2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1863399655(NAD 83)
 AY2090_MARKER: DS = TRIANGULATION STATION DISK
 AY2090_SETTING: 66 = SET IN ROCK OUTCROP
 AY2090
 AY2090  HISTORY     - Date     Condition        Report By
 AY2090  HISTORY     - 1943     MONUMENTED       CGS
 AY2090  HISTORY     - 1944     GOOD             CGS
 AY2090  HISTORY     - 1971     GOOD             USGS
 AY2090
 AY2090                          STATION DESCRIPTION
 AY2090
 AY2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY2090'STATION IS ABOUT 10 MILES NW OF LEAKEY, ABOUT 6 MILES W OF
 AY2090'THE FRIO RIVER, ON A HIGH-TIMBERED RIDGE ON THE N SIDE OF OWL
 AY2090'CREEK.  IT IS 20 FEET E OF A WHITE WOODEN WITNESS POST.  IT
 AY2090'IS STAMPED OWL 1943 AND IS 2 INCHES BELOW THE GROUND.
 AY2090'
 AY2090'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 AY2090'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 AY2090'
 AY2090'REFERENCE MARK 1 IS STAMPED OWL NO 1 1943 AND IS FLUSH WITH
 AY2090'THE GROUND.
 AY2090'
 AY2090'REFERENCE MARK 2 IS STAMPED OWL NO 2 1943 AND IS FLUSH WITH
 AY2090'THE GROUND.
 AY2090'
 AY2090'AZIMUTH MARK IS 100 FEET E OF A GATE AND A WHITE WOODEN WITNESS
 AY2090'POST, AND 1 FOOT S OF A FENCE.  IT IS STAMPED OWL 1943 AND
 AY2090'IS FLUSH WITH THE GROUND.
 AY2090'
 AY2090'TO REACH STATION FROM LEAKEY COURTHOUSE, GO N ON U.S. HIGHWAY
 AY2090'83 FOR 0.7 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 4.1
 AY2090'(3.9) MILES TO A FORK, TAKE THE LEFT FORK ACROSS A SMALL
 AY2090'CREEK AND GO 1.3 MILES TO A SIGN CEDAR AND A FORK IN THE ROAD.
 AY2090'TAKE THE RIGHT FORK AND GO 3.0 MILES TO A FORK IN THE BOTTOM
 AY2090'OF A DRY WASH.  TAKE THE RIGHT FORK AND GO 1.9 (1.6) MILES TO
 AY2090'A CROSSROADS AT THE TOP OF A DIVIDE (NEAR FENCE AND GATE).
 AY2090'TURN RIGHT AND GO 0.6 (0.5) MILE TO A FORK AND SIGN B.E.
 AY2090'MERRITT.  TAKE THE RIGHT FORK AND GO 0.15 MILE TO A GATE,*
 AY2090'CONTINUE ON ROCKY ROAD FOR 0.45 MILE TO A DIM PATH AND
 AY2090'ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.25 MILE TO A SMALL ROCK
 AY2090'CAIRN ON THE RIGHT, AND STATION 100 YARDS TO THE S.
 AY2090'(MATERIAL IN PARENTHESES TAKEN FROM 1944 RECOVERY.)
 AY2090'
 AY2090'*THE AZIMUTH MARK IS 35 PACES E OF THIS GATE.
 AY2090'
 AY2090'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 AY2090
 AY2090                          STATION RECOVERY (1944)
 AY2090
 AY2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2090'ALL MARKS COVERED AND FOUND TO BE IN GOOD CONDITION.
 AY2090'
 AY2090'STATION IS LOCATED ON THE HIGHEST POINT OF RIDGE. WOODEN
 AY2090'WITNESS POST IS PARTIALLY SUPPORTED BY CEDAR BUSH.
 AY2090'
 AY2090'REFERENCE MARK 1 IS ABOUT 1-1/2 FEET LOWER THAN STATION MARK.
 AY2090'
 AY2090'REFERENCE MARK 2 PROJECTS ABOUT 3 INCHES.
 AY2090'
 AY2090'AZIMUTH MARK IS 2 FEET S OF WIRE FENCE.
 AY2090'
 AY2090'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 AY2090
 AY2090                          STATION RECOVERY (1971)
 AY2090
 AY2090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 AY2090'LEAKEY, 1.0 MI. NORTH ON U.S. HWY. 83 TO JCT. WITH RANCH
 AY2090'ROAD 336, GO NORTH FOR 4.0 MI., TURN LEFT AND FOLLOW MAIN
 AY2090'TRAVELED ROAD UP DRAINAGE 5.55 MILES TO FK. ON TOP OF RIDGE,
 AY2090'TAKE RIGHT 0.05 MI., TURN RIGHT ON EAST SIDE OF FENCE GO 0.65
 AY2090'MI. TO BUMP GATE AND AZ. MK. 119 FEET TO RIGHT.  CONTINUE
 AY2090'0.4 MI. TO FK., TURN RIGHT 0.25 MILE TO STATION 100 FEET
 AY2090'SOUTH OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1668 ***********************************************************************
 FL1668  DESIGNATION -  OWNBEY
 FL1668  PID         -  FL1668
 FL1668  STATE/COUNTY-  TX/HUTCHINSON
 FL1668  USGS QUAD   -  STINNETT STATION (1978)
 FL1668
 FL1668                         *CURRENT SURVEY CONTROL
 FL1668  ___________________________________________________________________
 FL1668* NAD 83(1993)-  35 57 23.70001(N)    101 16 29.21131(W)     ADJUSTED  
 FL1668* NAVD 88     -       983.     (meters)    3225.     (feet)  SCALED    
 FL1668  ___________________________________________________________________
 FL1668  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 FL1668  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FL1668
 FL1668  HORZ ORDER  -  FIRST
 FL1668
 FL1668.The horizontal coordinates were established by classical geodetic methods
 FL1668.and adjusted by the National Geodetic Survey in February 1996..
 FL1668
 FL1668.The orthometric height was scaled from a topographic map.
 FL1668
 FL1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1668
 FL1668.The geoid height was determined by GEOID03.
 FL1668
 FL1668;                    North         East     Units Scale Factor Converg.
 FL1668;SPC TX N     - 1,217,084.363   220,316.775   MT  0.99995497   +0 07 49.9
 FL1668;SPC TX N     - 3,993,050.95    722,822.62   sFT  0.99995497   +0 07 49.9
 FL1668;UTM  14      - 3,981,524.902   294,850.206   MT  1.00011861   -1 20 10.2
 FL1668
 FL1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1668!SPC TX N     -   0.99984993  x   0.99995497  =   0.99980491
 FL1668!UTM  14      -   0.99984993  x   1.00011861  =   0.99996852
 FL1668
 FL1668:                Primary Azimuth Mark                     Grid Az
 FL1668:SPC TX N     -  OWNBEY AZ MK                             001 09 33.0
 FL1668:UTM  14      -  OWNBEY AZ MK                             002 37 33.1
 FL1668
 FL1668|---------------------------------------------------------------------|
 FL1668| PID    Reference Object                     Distance      Geod. Az  |
 FL1668|                                                           dddmmss.s |
 FL1668| CJ7205 OWNBEY AZ MK                                       0011722.9 |
 FL1668| CJ7206 OWNBEY RM 1                          25.033 METERS 11015     |
 FL1668| CJ7207 OWNBEY RM 2                          37.951 METERS 33617     |
 FL1668|---------------------------------------------------------------------|
 FL1668
 FL1668                          SUPERSEDED SURVEY CONTROL
 FL1668
 FL1668  NAD 83(1993)-  35 57 23.70026(N)    101 16 29.21110(W) AD(       ) 1
 FL1668  NAD 83(1986)-  35 57 23.70801(N)    101 16 29.19921(W) AD(       ) 1
 FL1668  NAD 27      -  35 57 23.57300(N)    101 16 27.62200(W) AD(       ) 1
 FL1668
 FL1668.Superseded values are not recommended for survey control.
 FL1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1668.See file dsdata.txt to determine how the superseded data were derived.
 FL1668
 FL1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9485081525(NAD 83)
 FL1668_MARKER: DS = TRIANGULATION STATION DISK
 FL1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1668
 FL1668  HISTORY     - Date     Condition        Report By
 FL1668  HISTORY     - 1951     MONUMENTED       CGS
 FL1668  HISTORY     - 1971     GOOD             LOCSUR
 FL1668
 FL1668                          STATION DESCRIPTION
 FL1668
 FL1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1668'THE STATION IS ABOUT 13 MILES NORTHEAST OF STINNETT, NEAR THE
 FL1668'OWNBEY RANCH HOME.
 FL1668'
 FL1668'TO REACH FROM THE JUNCTION OF STATE ROUTE 152 AND STATE
 FL1668'ROUTE 117 IN STINNETT, GO NORTHEAST ON STATE ROUTE 117 FOR 12
 FL1668'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, AND GO 5.0
 FL1668'MILES TO A CROSSROAD.  TURN RIGHT, SOUTH, AND GO 1.0 MILE
 FL1668'TO A FENCE CORNER.  TURN LEFT, EAST, AND GO 0.5 MILE TO A
 FL1668'SIDE ROAD RIGHT AND AZIMUTH MARK.  TURN RIGHT, SOUTH, AND GO
 FL1668'0.5 MILE TO THE OWNBEY RANCH HOME AND STATION SITE.
 FL1668'
 FL1668'THE STATION MARK IS LOCATED 84 FEET SOUTHEAST OF THE SOUTHEAST
 FL1668'CORNER OF THE RANCH HOUSE.  26 FEET NORTHWEST OF A PIPE LINE
 FL1668'VENT.  15 FEET NORTHWEST OF A WHITE WITNESS POST.  AND 13 FEET
 FL1668'NORTH OF A FENCE LINE.  THE STATION MARK IS STAMPED OWNBEY
 FL1668'1951, AND PROJECTS 2 INCHES.
 FL1668'
 FL1668'REFERENCE MARK NO. 1 IS STAMPED OWNBEY NO 1 1951, AND PROJECTS
 FL1668'5 INCHES.  IT IS LOCATED 1 FOOT NORTH OF A FENCE LINE.
 FL1668'
 FL1668'REFERENCE MARK NO. 2 IS STAMPED OWNBEY NO 2 1951, AND PROJECTS
 FL1668'4 INCHES.  IT IS LOCATED 1 FOOT EAST OF THE NORTHEAST CORNER
 FL1668'OF THE FARM YARD.
 FL1668'
 FL1668'AZIMUTH MARK IS STAMPED OWNBEY 1951 AND PROJECTS 8 INCHES.
 FL1668'LOCATED IN THE FENCE LINE 34 FEET SOUTH OF THE CENTER LINE
 FL1668'OF AN EAST-WEST ROAD.  3 FEET EAST OF A POWER LINE, GUY-LINE
 FL1668'POLE.  AND 2 FEET WEST OF A WHITE WITNESS POST.
 FL1668
 FL1668                          STATION RECOVERY (1971)
 FL1668
 FL1668'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 (CLC)
 FL1668'RECOVERED BY PUBLIC LAND SURVEYOR
 FL1668'
 FL1668'R.M. 1, R.M. 2, TRIANGULATION STATION, AZIMUTH MARK-ALL MARKS
 FL1668'IN GOOD CONDITION ELECTROTAPE DISTANCE FROM AZ TO TRIANGULATION
 FL1668'STATION MEASURED 892.235 METERS STEEL POST W/SIGN ERECTED AT
 FL1668'TRIANGULATION STATION.  TRIANGULATION STATION OWNBEY IN EXCELLENT
 FL1668'STATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0693 ***********************************************************************
 BN0693  DESIGNATION -  OXFORD
 BN0693  PID         -  BN0693
 BN0693  STATE/COUNTY-  TX/LLANO
 BN0693  USGS QUAD   -  OXFORD (1979)
 BN0693
 BN0693                         *CURRENT SURVEY CONTROL
 BN0693  ___________________________________________________________________
 BN0693* NAD 83(1993)-  30 37 05.56094(N)    098 42 17.20821(W)     ADJUSTED  
 BN0693* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 BN0693  ___________________________________________________________________
 BN0693  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 BN0693  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BN0693
 BN0693  HORZ ORDER  -  THIRD
 BN0693
 BN0693.The horizontal coordinates were established by classical geodetic methods
 BN0693.and adjusted by the National Geodetic Survey in February 1996..
 BN0693
 BN0693.The orthometric height was scaled from a topographic map.
 BN0693
 BN0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0693
 BN0693.The geoid height was determined by GEOID03.
 BN0693
 BN0693;                    North         East     Units Scale Factor Converg.
 BN0693;SPC TX C     - 3,106,626.710   856,129.408   MT  0.99990396   +0 50 19.7
 BN0693;SPC TX C     -10,192,324.46  2,808,817.90   sFT  0.99990396   +0 50 19.7
 BN0693;UTM  14      - 3,387,328.541   528,295.204   MT  0.99960988   +0 09 01.3
 BN0693
 BN0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0693!SPC TX C     -   0.99993403  x   0.99990396  =   0.99983799
 BN0693!UTM  14      -   0.99993403  x   0.99960988  =   0.99954393
 BN0693
 BN0693:                Primary Azimuth Mark                     Grid Az
 BN0693:SPC TX C     -  OXFORD AZ MK                             172 41 30.0
 BN0693:UTM  14      -  OXFORD AZ MK                             173 22 48.4
 BN0693
 BN0693|---------------------------------------------------------------------|
 BN0693| PID    Reference Object                     Distance      Geod. Az  |
 BN0693|                                                           dddmmss.s |
 BN0693| CV5017 OXFORD AZ MK                                       1733149.7 |
 BN0693| CV5018 OXFORD RM 1                           6.143 METERS 20418     |
 BN0693| CV5019 OXFORD RM 2                           3.414 METERS 28414     |
 BN0693|---------------------------------------------------------------------|
 BN0693
 BN0693                          SUPERSEDED SURVEY CONTROL
 BN0693
 BN0693  NAD 83(1986)-  30 37 05.57175(N)    098 42 17.19472(W) AD(       ) 3
 BN0693  NAD 27      -  30 37 04.91160(N)    098 42 16.05700(W) AD(       ) 3
 BN0693
 BN0693.Superseded values are not recommended for survey control.
 BN0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0693.See file dsdata.txt to determine how the superseded data were derived.
 BN0693
 BN0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2829587329(NAD 83)
 BN0693_MARKER: DS = TRIANGULATION STATION DISK
 BN0693_SETTING: 66 = SET IN ROCK OUTCROP
 BN0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0693+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 BN0693
 BN0693  HISTORY     - Date     Condition        Report By
 BN0693  HISTORY     - 1956     MONUMENTED       CGS
 BN0693  HISTORY     - 20050811 GOOD             USPSQD
 BN0693
 BN0693                          STATION DESCRIPTION
 BN0693
 BN0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0693'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF LLANO, 1 MILE
 BN0693'NORTH OF OXFORD, 38 FEET WEST OF THE CENTER OF STATE HIGHWAY 16,
 BN0693'20 FEET NORTH OF A TELEPHONE POLE, 6 FEET SOUTH OF A 4 IN X 4 IN
 BN0693'WHITE WITNESS POST, 2 FEET WEST OF THE EDGE OF THE CUTBANK OF
 BN0693'THE HIGHWAY AND 2 FEET EAST OF A FENCE.
 BN0693'
 BN0693'TO REACH THE STATION FROM THE STORE AND SERVICE STATION IN OXFORD,
 BN0693'GO NORTH ON STATE HIGHWAY 16 FOR 0.6 MILE TO THE AZIMUTH MARK
 BN0693'ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON THE HIGHWAY FOR
 BN0693'0.3 MILE TO THE STATION ON THE HIGH CUTBANK TO THE LEFT.
 BN0693'
 BN0693'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BN0693'OXFORD 1956.
 BN0693'
 BN0693'REFERENCE MARK 1 IS 11 FEET WEST OF THE TELEPHONE POLE AND 10
 BN0693'FEET WEST OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND
 BN0693'THE DISK IS STAMPED OXFORD NO 1 1956.
 BN0693'
 BN0693'REFERENCE MARK 2 IS 11 FEET WEST OF THE WITNESS POST AND 8
 BN0693'FEET WEST OF THE FENCE.  THE MARK PROJECTS 3 INCHES, AND THE
 BN0693'DISK IS STAMPED OXFORD NO 2 1956.
 BN0693'
 BN0693'THE AZIMUTH MARK IS 49 FEET WEST OF THE CENTER OF THE HIGHWAY, 27
 BN0693'FEET NORTH OF A TELEPHONE POLE, 1 FOOT NORTH OF A 4 IN X 4 IN
 BN0693'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 BN0693'4 INCHES, AND THE DISK IS STAMPED OXFORD 1956.
 BN0693'
 BN0693'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0693
 BN0693                          STATION RECOVERY (2005)
 BN0693
 BN0693'RECOVERY NOTE BY US POWER SQUADRON 2005 (RBP)
 BN0693'STATION MARK AND REFERENCE MARKS FOUND.  TELEPHONE POLE HAS BEEN CUT
 BN0693'DOWN AND WITNESS POST IS MISSING.  DID NOT SEARCH FOR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0516 ***********************************************************************
 BO0516  DESIGNATION -  OZO
 BO0516  PID         -  BO0516
 BO0516  STATE/COUNTY-  TX/CROCKETT
 BO0516  USGS QUAD   -  OZONA (1979)
 BO0516
 BO0516                         *CURRENT SURVEY CONTROL
 BO0516  ___________________________________________________________________
 BO0516* NAD 83(1993)-  30 42 56.44832(N)    101 11 46.62708(W)     ADJUSTED  
 BO0516* NAVD 88     -       754.     (meters)    2474.     (feet)  SCALED    
 BO0516  ___________________________________________________________________
 BO0516  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BO0516  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 BO0516
 BO0516  HORZ ORDER  -  SECOND
 BO0516
 BO0516.The horizontal coordinates were established by classical geodetic methods
 BO0516.and adjusted by the National Geodetic Survey in February 1996..
 BO0516
 BO0516.The orthometric height was scaled from a topographic map.
 BO0516
 BO0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0516
 BO0516.The geoid height was determined by GEOID03.
 BO0516
 BO0516;                    North         East     Units Scale Factor Converg.
 BO0516;SPC TX C     - 3,116,609.067   617,350.483   MT  0.99989410   -0 26 40.1
 BO0516;SPC TX C     -10,225,074.91  2,025,424.04   sFT  0.99989410   -0 26 40.1
 BO0516;UTM  14      - 3,400,152.388   289,684.978   MT  1.00014567   -1 07 20.0
 BO0516
 BO0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0516!SPC TX C     -   0.99988529  x   0.99989410  =   0.99977941
 BO0516!UTM  14      -   0.99988529  x   1.00014567  =   1.00003095
 BO0516
 BO0516|---------------------------------------------------------------------|
 BO0516| PID    Reference Object                     Distance      Geod. Az  |
 BO0516|                                                           dddmmss.s |
 BO0516| CH9224 OZO RM 1                             44.897 METERS 08830     |
 BO0516| CH9223 OZO AZ MK                                          1024221.2 |
 BO0516| CH9225 OZO RM 2                             34.171 METERS 17823     |
 BO0516| BO0513 OZONA CHURCH STEEPLE                APPROX. 1.6 KM 2002941.3 |
 BO0516| BO0514 OZONA SCHOOLHOUSE CHIMNEY           APPROX. 1.6 KM 2052717.3 |
 BO0516| BO0515 OZONA COURTHOUSE CUPOLA             APPROX. 0.7 KM 2171802.0 |
 BO0516| BO0517 OZONA AIRPORT CHECKERED TANK        APPROX. 8.3 KM 2572955.5 |
 BO0516|---------------------------------------------------------------------|
 BO0516
 BO0516                          SUPERSEDED SURVEY CONTROL
 BO0516
 BO0516  NAD 83(1986)-  30 42 56.45500(N)    101 11 46.61296(W) AD(       ) 2
 BO0516  NAD 27      -  30 42 55.83100(N)    101 11 45.21100(W) AD(       ) 2
 BO0516
 BO0516.Superseded values are not recommended for survey control.
 BO0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0516.See file dsdata.txt to determine how the superseded data were derived.
 BO0516
 BO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV8968500152(NAD 83)
 BO0516_MARKER: DS = TRIANGULATION STATION DISK
 BO0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0516
 BO0516  HISTORY     - Date     Condition        Report By
 BO0516  HISTORY     - 1944     MONUMENTED       CGS
 BO0516
 BO0516                          STATION DESCRIPTION
 BO0516
 BO0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0516'STATION IS LOCATED AT THE NE EDGE OF OZONA, ON PROPERTY OWNED
 BO0516'BY H.B. TANBY, ABOUT 200 FEET N OF THE TANBY RESIDENCE.  IT
 BO0516'IS 120 FEET N OF THE TANBY DRIVEWAY, IN LINE WITH A ROCK
 BO0516'WALL EXTENDED, 30 FEET E OF THE CENTER LINE OF A BLADED ROAD.
 BO0516'
 BO0516'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 BO0516'CYLINDER FLUSH WITH THE GROUND.  IT IS STAMPED OZO 1944.
 BO0516'UNDERGROUND MARK IS 20 INCHES BELOW GROUND.
 BO0516'
 BO0516'REFERENCE MARK 1 IS 2 FEET W OF A FENCELINE.  IT IS A BRONZE
 BO0516'REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE POST THAT
 BO0516'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BO0516'OZO NO 1 1944.
 BO0516'
 BO0516'REFERENCE MARK 2 IS 15 FEET N OF THE CENTER LINE OF THE
 BO0516'TANBY DRIVEWAY.  IT IS A BRONZE REFERENCE DISK SET IN A
 BO0516'SQUARE-TOPPED CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 BO0516'THE GROUND.  IT IS STAMPED OZO NO 2 1944.
 BO0516'
 BO0516'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 BO0516'CONCRETE POST.  IT IS STAMPED OZO 1944.
 BO0516'
 BO0516'TO REACH THE AZIMUTH MARK FROM MAIN STREET IN OZONA, GO E
 BO0516'ON U.S. HIGHWAY 290 FOR 1.3 MILES TO A LARGE CONCRETE CULVERT
 BO0516'UNDER HIGHWAY.  MARK IS IN THE W END OF THE N HEAD WALL OF
 BO0516'CULVERT.
 BO0516'
 BO0516'TO REACH STATION FROM THE COURTHOUSE IN OZONA, GO N ALONG
 BO0516'E SIDE OF SQUARE FOR 0.2 MILE TO END OF STREET, TURN RIGHT
 BO0516'AND FOLLOW WINDING ROAD UP HILL FOR 0.3 MILE TO A POINT ABOUT
 BO0516'200 FEET N OF THE TANBY RESIDENCE AND STATION ON RIGHT.
 BO0516'
 BO0516'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0509 ***********************************************************************
 BO0509  DESIGNATION -  OZONA
 BO0509  PID         -  BO0509
 BO0509  STATE/COUNTY-  TX/CROCKETT
 BO0509  USGS QUAD   -  CROCKETT HEIGHTS (1982)
 BO0509
 BO0509                         *CURRENT SURVEY CONTROL
 BO0509  ___________________________________________________________________
 BO0509* NAD 83(1993)-  30 42 06.96305(N)    101 07 07.79615(W)     ADJUSTED  
 BO0509* NAVD 88     -       764.     (meters)    2507.     (feet)  SCALED    
 BO0509  ___________________________________________________________________
 BO0509  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 BO0509  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 BO0509
 BO0509  HORZ ORDER  -  SECOND
 BO0509
 BO0509.The horizontal coordinates were established by classical geodetic methods
 BO0509.and adjusted by the National Geodetic Survey in February 1996..
 BO0509
 BO0509.The orthometric height was scaled from a topographic map.
 BO0509
 BO0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0509
 BO0509.The geoid height was determined by GEOID03.
 BO0509
 BO0509;                    North         East     Units Scale Factor Converg.
 BO0509;SPC TX C     - 3,115,030.370   624,757.685   MT  0.99989532   -0 24 16.5
 BO0509;SPC TX C     -10,219,895.47  2,049,725.84   sFT  0.99989532   -0 24 16.5
 BO0509;UTM  14      - 3,398,485.806   297,074.704   MT  1.00010800   -1 04 55.9
 BO0509
 BO0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0509!SPC TX C     -   0.99988371  x   0.99989532  =   0.99977905
 BO0509!UTM  14      -   0.99988371  x   1.00010800  =   0.99999170
 BO0509
 BO0509:                Primary Azimuth Mark                     Grid Az
 BO0509:SPC TX C     -  R 104                                    105 51 36.5
 BO0509:UTM  14      -  R 104                                    106 32 15.9
 BO0509
 BO0509|---------------------------------------------------------------------|
 BO0509| PID    Reference Object                     Distance      Geod. Az  |
 BO0509|                                                           dddmmss.s |
 BO0509| BO0152 R 104                                              1052720.0 |
 BO0509| CH9226 OZONA RM 1                           27.721 METERS 14429     |
 BO0509| CH9227 OZONA RM 2                           26.156 METERS 24421     |
 BO0509|---------------------------------------------------------------------|
 BO0509
 BO0509                          SUPERSEDED SURVEY CONTROL
 BO0509
 BO0509  NAD 83(1986)-  30 42 06.96851(N)    101 07 07.78384(W) AD(       ) 2
 BO0509  NAD 27      -  30 42 06.33800(N)    101 07 06.39200(W) AD(       ) 2
 BO0509
 BO0509.Superseded values are not recommended for survey control.
 BO0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0509.See file dsdata.txt to determine how the superseded data were derived.
 BO0509
 BO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU9707598486(NAD 83)
 BO0509_MARKER: DS = TRIANGULATION STATION DISK
 BO0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0509
 BO0509  HISTORY     - Date     Condition        Report By
 BO0509  HISTORY     - 1943     MONUMENTED       CGS
 BO0509  HISTORY     - 1944     GOOD             CGS
 BO0509  HISTORY     - 1949     GOOD             LOCENG
 BO0509
 BO0509                          STATION DESCRIPTION
 BO0509
 BO0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0509'STATION IS LOCATED 4.8 MILES E OF OZONA, ALONG U.S. HIGHWAY
 BO0509'290.  IT IS 107 FEET NNE OF THE CENTER LINE OF HIGHWAY 290,
 BO0509'115 FEET SSW OF POWER-TRANSMISSION LINE POLE 32, 72 FEET
 BO0509'E OF A RIGHT-OF-WAY MARKER POST, 57 FEET NNE OF RIGHT-OF-WAY
 BO0509'FENCELINE, AND 6.7 FEET S OF A 2- BY 4-INCH WOODEN WITNESS
 BO0509'POST.
 BO0509'
 BO0509'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 BO0509'10-INCH SQUARE BLOCK OF CEMENT THAT PROJECTS ABOUT 6 INCHES
 BO0509'ABOVE THE GROUND.  IT IS STAMPED OZONA 1943.
 BO0509'
 BO0509'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 BO0509'OF A 10-INCH SQUARE BLOCK OF CEMENT.  IT IS STAMPED OZONA
 BO0509'NO 1 1943 AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 BO0509'
 BO0509'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 BO0509'OF A 10-INCH SQUARE BLOCK OF CEMENT.  IT IS STAMPED OZONA
 BO0509'NO 2 1943 AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 BO0509'
 BO0509'AZIMUTH MARK IS 3.05 MILES E OF THE STATION ALONG U.S. HIGHWAY
 BO0509'290, 61.7 FEET N OF THE CENTER LINE OF THE HIGHWAY, 21.7 FEET
 BO0509'ENE OF RIGHT-OF-WAY MARKER POST, AND 12 FEET N OF THE RIGHT-OF-WAY
 BO0509'FENCE.  IT IS A BRONZE BENCH-MARK DISK SET IN THE TOP OF A
 BO0509'14-INCH SQUARE BLOCK OF CEMENT.  IT IS STAMPED R 104 1933
 BO0509'AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  SOME CLEARING
 BO0509'NEAR THE STATION REQUIRED TO SEE MARK FROM THE GROUND AT
 BO0509'STATION.
 BO0509'
 BO0509'TO REACH STATION FROM OZONA, GO E ON U.S. HIGHWAY 290 FOR
 BO0509'4.8 MILES TO HIGHEST RIDGE CROSSING THE HIGHWAY IN THAT
 BO0509'VICINITY.
 BO0509'
 BO0509'A 25-FOOT TOWER WAS USED OVER THE STATION.  A 12-FOOT TOWER
 BO0509'ADEQUATE TO CLEAR LOCAL BRUSH.
 BO0509'
 BO0509'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
 BO0509
 BO0509                          STATION RECOVERY (1944)
 BO0509
 BO0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0509'STATION IS LOCATED 5.0 MILES E OF OZONA, ON A LOW RIDGE ON
 BO0509'THE N SIDE OF U.S. HIGHWAY 290.  IT IS 107 FEET N OF THE
 BO0509'CENTER LINE OF HIGHWAY 290, 57 FEET N OF RIGHT-OF-WAY FENCE,
 BO0509'AND 7 FEET W OF A 4- BY 4-INCH WOODEN WITNESS POST.
 BO0509'
 BO0509'REFERENCE MARK 1 IS ONE FOOT N OF THE FENCELINE.
 BO0509'
 BO0509'REFERENCE MARK 2 IS WSW OF THE STATION AND 2 FEET N OF THE
 BO0509'FENCELINE.
 BO0509'
 BO0509'AZIMUTH MARK IS 3.2 MILES E OF THE STATION ALONG U.S. HIGHWAY
 BO0509'290, ABOUT 0.3 MILE W OF A RIDGE CROSSING THE HIGHWAY.
 BO0509'
 BO0509'TO REACH FROM THE SQUARE IN OZONA, GO E ON U.S. HIGHWAY 290
 BO0509'FOR 5.0 MILES TO THE TOP OF A LOW RIDGE AND STATION ON LEFT.
 BO0509
 BO0509                          STATION RECOVERY (1949)
 BO0509
 BO0509'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0509'LETTER OF MR. F.D. TOTZKE, MAGNOLIA PETROLEUM CO., ELDORADO,
 BO0509'TEXAS, DATED 8/8/49--
 BO0509'
 BO0509'THE CONDITION OF THIS STATION, REFERENCE MARKS, AND AZIMUTH
 BO0509'MARK (R 104) IS VERY GOOD.  THIS APPLIES ALSO TO THE DESCRIPTION
 BO0509'FOR REACHING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0517 ***********************************************************************
 BO0517  DESIGNATION -  OZONA AIRPORT CHECKERED TANK
 BO0517  PID         -  BO0517
 BO0517  STATE/COUNTY-  TX/CROCKETT
 BO0517  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0517
 BO0517                         *CURRENT SURVEY CONTROL
 BO0517  ___________________________________________________________________
 BO0517* NAD 83(1993)-  30 41 58.06525(N)    101 16 50.83124(W)     ADJUSTED  
 BO0517* NAVD 88     -                                                        
 BO0517  ___________________________________________________________________
 BO0517  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BO0517  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 BO0517
 BO0517  HORZ ORDER  -  THIRD
 BO0517
 BO0517.The horizontal coordinates were established by classical geodetic methods
 BO0517.and adjusted by the National Geodetic Survey in February 1996..
 BO0517
 BO0517
 BO0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0517
 BO0517.The geoid height was determined by GEOID03.
 BO0517
 BO0517;                    North         East     Units Scale Factor Converg.
 BO0517;SPC TX C     - 3,114,877.231   609,242.232   MT  0.99989554   -0 29 16.8
 BO0517;SPC TX C     -10,219,393.05  1,998,822.22   sFT  0.99989554   -0 29 16.8
 BO0517;UTM  14      - 3,398,516.077   281,554.608   MT  1.00018869   -1 09 53.6
 BO0517
 BO0517                          SUPERSEDED SURVEY CONTROL
 BO0517
 BO0517  NAD 83(1986)-  30 41 58.07366(N)    101 16 50.81815(W) AD(       ) 4
 BO0517  NAD 27      -  30 41 57.45100(N)    101 16 49.40100(W) AD(       ) 3
 BO0517
 BO0517.Superseded values are not recommended for survey control.
 BO0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0517.See file dsdata.txt to determine how the superseded data were derived.
 BO0517
 BO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU8155598516(NAD 83)
 BO0517_MARKER: 51 = TANK
 BO0517
 BO0517  HISTORY     - Date     Condition        Report By
 BO0517  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0517
 BO0517                          STATION DESCRIPTION
 BO0517
 BO0517'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0515 ***********************************************************************
 BO0515  DESIGNATION -  OZONA COURTHOUSE CUPOLA
 BO0515  PID         -  BO0515
 BO0515  STATE/COUNTY-  TX/CROCKETT
 BO0515  USGS QUAD   -  OZONA (1979)
 BO0515
 BO0515                         *CURRENT SURVEY CONTROL
 BO0515  ___________________________________________________________________
 BO0515* NAD 83(1993)-  30 42 39.30062(N)    101 12 01.74577(W)     ADJUSTED  
 BO0515* NAVD 88     -                                                        
 BO0515  ___________________________________________________________________
 BO0515  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 BO0515  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 BO0515
 BO0515  HORZ ORDER  -  THIRD
 BO0515
 BO0515.The horizontal coordinates were established by classical geodetic methods
 BO0515.and adjusted by the National Geodetic Survey in February 1996..
 BO0515
 BO0515
 BO0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0515
 BO0515.The geoid height was determined by GEOID03.
 BO0515
 BO0515;                    North         East     Units Scale Factor Converg.
 BO0515;SPC TX C     - 3,116,084.191   616,944.153   MT  0.99989452   -0 26 47.9
 BO0515;SPC TX C     -10,223,352.88  2,024,090.94   sFT  0.99989452   -0 26 47.9
 BO0515;UTM  14      - 3,399,632.223   289,272.365   MT  1.00014782   -1 07 27.2
 BO0515
 BO0515                          SUPERSEDED SURVEY CONTROL
 BO0515
 BO0515  NAD 83(1986)-  30 42 39.30741(N)    101 12 01.73190(W) AD(       ) 4
 BO0515  NAD 27      -  30 42 38.68000(N)    101 12 00.33000(W) AD(       ) 3
 BO0515
 BO0515.Superseded values are not recommended for survey control.
 BO0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0515.See file dsdata.txt to determine how the superseded data were derived.
 BO0515
 BO0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU8927299632(NAD 83)
 BO0515_MARKER: 86 = CUPOLA
 BO0515
 BO0515  HISTORY     - Date     Condition        Report By
 BO0515  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0515
 BO0515                          STATION DESCRIPTION
 BO0515
 BO0515'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0514 ***********************************************************************
 BO0514  DESIGNATION -  OZONA SCHOOLHOUSE CHIMNEY
 BO0514  PID         -  BO0514
 BO0514  STATE/COUNTY-  TX/CROCKETT
 BO0514  USGS QUAD   -  OZONA (1979)
 BO0514
 BO0514                         *CURRENT SURVEY CONTROL
 BO0514  ___________________________________________________________________
 BO0514* NAD 83(1993)-  30 42 10.62621(N)    101 12 11.86852(W)     ADJUSTED  
 BO0514* NAVD 88     -                                                        
 BO0514  ___________________________________________________________________
 BO0514  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 BO0514  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 BO0514
 BO0514  HORZ ORDER  -  THIRD
 BO0514
 BO0514.The horizontal coordinates were established by classical geodetic methods
 BO0514.and adjusted by the National Geodetic Survey in February 1996..
 BO0514
 BO0514
 BO0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0514
 BO0514.The geoid height was determined by GEOID03.
 BO0514
 BO0514;                    North         East     Units Scale Factor Converg.
 BO0514;SPC TX C     - 3,115,203.366   616,667.932   MT  0.99989523   -0 26 53.1
 BO0514;SPC TX C     -10,220,463.04  2,023,184.71   sFT  0.99989523   -0 26 53.1
 BO0514;UTM  14      - 3,398,754.503   288,985.676   MT  1.00014931   -1 07 31.4
 BO0514
 BO0514                          SUPERSEDED SURVEY CONTROL
 BO0514
 BO0514  NAD 83(1986)-  30 42 10.63313(N)    101 12 11.85486(W) AD(       ) 4
 BO0514  NAD 27      -  30 42 10.01000(N)    101 12 10.45000(W) AD(       ) 3
 BO0514
 BO0514.Superseded values are not recommended for survey control.
 BO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0514.See file dsdata.txt to determine how the superseded data were derived.
 BO0514
 BO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU8898698755(NAD 83)
 BO0514_MARKER: 85 = CHIMNEY
 BO0514
 BO0514  HISTORY     - Date     Condition        Report By
 BO0514  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0514
 BO0514                          STATION DESCRIPTION
 BO0514
 BO0514'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1540 ***********************************************************************
 CS1540  DESIGNATION -  P
 CS1540  PID         -  CS1540
 CS1540  STATE/COUNTY-  TX/TARRANT
 CS1540  USGS QUAD   -  HALTOM CITY (1981)
 CS1540
 CS1540                         *CURRENT SURVEY CONTROL
 CS1540  ___________________________________________________________________
 CS1540* NAD 83(1986)-  32 52 21.     (N)    097 22 25.     (W)     SCALED    
 CS1540* NAVD 88     -       229.073  (meters)     751.55   (feet)  ADJUSTED  
 CS1540  ___________________________________________________________________
 CS1540  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS1540  DYNAMIC HT  -         228.803 (meters)     750.66  (feet)  COMP
 CS1540  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 CS1540
 CS1540  VERT ORDER  -  FIRST     CLASS II
 CS1540
 CS1540.The horizontal coordinates were scaled from a topographic map and have
 CS1540.an estimated accuracy of +/- 6 seconds.
 CS1540
 CS1540.The orthometric height was determined by differential leveling
 CS1540.and adjusted by the National Geodetic Survey in June 1991..
 CS1540
 CS1540.The geoid height was determined by GEOID03.
 CS1540
 CS1540.The dynamic height is computed by dividing the NAVD 88
 CS1540.geopotential number by the normal gravity value computed on the
 CS1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1540.degrees latitude (g = 980.6199 gals.).
 CS1540
 CS1540.The modeled gravity was interpolated from observed gravity values.
 CS1540
 CS1540;                    North         East    Units  Estimated Accuracy
 CS1540;SPC TXNC     - 2,134,280.      705,400.      MT  (+/- 180 meters Scaled)
 CS1540
 CS1540                          SUPERSEDED SURVEY CONTROL
 CS1540
 CS1540  NGVD 29 (??/??/92)  229.052  (m)          751.48   (f) ADJ UNCH    1 2
 CS1540
 CS1540.Superseded values are not recommended for survey control.
 CS1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1540.See file dsdata.txt to determine how the superseded data were derived.
 CS1540
 CS1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB521383(NAD 83)
 CS1540_MARKER: B = BOLT
 CS1540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1540_SP_SET: CULVERT
 CS1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1540
 CS1540  HISTORY     - Date     Condition        Report By
 CS1540  HISTORY     - UNK      MONUMENTED       CGS
 CS1540  HISTORY     - 1957     GOOD             NGS
 CS1540  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1540
 CS1540                          STATION DESCRIPTION
 CS1540
 CS1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1540'1 MI NW FROM SAGINAW.
 CS1540'ABOUT 1 MILE NORTHWEST ALONG THE C.R.I. AND G.R.R. WHICH PARALLELS THE
 CS1540'HIGHWAY, NOS.81 AND 287, FROM THE TRAFFIC LIGHT AND ROAD CROSSING IN
 CS1540'SAGINAW, A COPPER BOLT SET FLUSH IN THE TOP OF THE NORTHEAST CORNER OF
 CS1540'THE CONCRETE CULVERT UNDER THE FIRST TRACKS EAST OF THE HIGHWAY AND 9
 CS1540'INCHES FROM THE ADJACENT CORNERS OF THE ABUTMENT.
 CS1540
 CS1540                          STATION RECOVERY (1984)
 CS1540
 CS1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1540'THE BOLT WAS FOUND BROKEN OFF ABOUT 1/2 INCH BELOW THE TOP OF THE
 CS1540'ABUTMENT.  THE STEM OF THE BOLT WAS LEFT IN PLACE, SO NO DAMAGE WAS
 CS1540'DONE TO THE RAILROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1077 ***********************************************************************
 AE1077  DESIGNATION -  P 1 27
 AE1077  PID         -  AE1077
 AE1077  STATE/COUNTY-  TX/ZAPATA
 AE1077  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1077
 AE1077                         *CURRENT SURVEY CONTROL
 AE1077  ___________________________________________________________________
 AE1077* NAD 83(1986)-  26 45 02.     (N)    099 10 14.     (W)     SCALED    
 AE1077* NAVD 88     -       101.025  (meters)     331.45   (feet)  ADJUSTED  
 AE1077  ___________________________________________________________________
 AE1077  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AE1077  DYNAMIC HT  -         100.861 (meters)     330.91  (feet)  COMP
 AE1077  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 AE1077
 AE1077  VERT ORDER  -  FIRST     CLASS II
 AE1077
 AE1077.The horizontal coordinates were scaled from a topographic map and have
 AE1077.an estimated accuracy of +/- 6 seconds.
 AE1077
 AE1077.The orthometric height was determined by differential leveling
 AE1077.and adjusted by the National Geodetic Survey in June 1991..
 AE1077
 AE1077.The geoid height was determined by GEOID03.
 AE1077
 AE1077.The dynamic height is computed by dividing the NAVD 88
 AE1077.geopotential number by the normal gravity value computed on the
 AE1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1077.degrees latitude (g = 980.6199 gals.).
 AE1077
 AE1077.The modeled gravity was interpolated from observed gravity values.
 AE1077
 AE1077;                    North         East    Units  Estimated Accuracy
 AE1077;SPC TX S     - 5,120,260.      233,310.      MT  (+/- 180 meters Scaled)
 AE1077
 AE1077                          SUPERSEDED SURVEY CONTROL
 AE1077
 AE1077  NGVD 29 (??/??/92)  101.070  (m)          331.59   (f) ADJ UNCH    1 2
 AE1077
 AE1077.Superseded values are not recommended for survey control.
 AE1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1077.See file dsdata.txt to determine how the superseded data were derived.
 AE1077
 AE1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ830588(NAD 83)
 AE1077_MARKER: DD = SURVEY DISK
 AE1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1077_STAMPING: P-1-27 331.38 ARROYO CLARENO QUAD
 AE1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1077+STABILITY: SURFACE MOTION
 AE1077
 AE1077  HISTORY     - Date     Condition        Report By
 AE1077  HISTORY     - UNK      MONUMENTED       DOD
 AE1077  HISTORY     - 1956     GOOD             NGS
 AE1077  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1077
 AE1077                          STATION DESCRIPTION
 AE1077
 AE1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1077'8.6 MI NW FROM LOPENO.
 AE1077'4.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1077'THENCE 3.7 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, IN THE BOTTOM OF
 AE1077'A DRAW, 300 FEET NORTHWEST OF THE CENTER LINE OF A ROAD, 3 FEET
 AE1077'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AE1077'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AE1077
 AE1077                          STATION RECOVERY (1965)
 AE1077
 AE1077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0518 ***********************************************************************
 BY0518  DESIGNATION -  P 100
 BY0518  PID         -  BY0518
 BY0518  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0518  USGS QUAD   -  VEACH (1984)
 BY0518
 BY0518                         *CURRENT SURVEY CONTROL
 BY0518  ___________________________________________________________________
 BY0518* NAD 83(1986)-  31 09 03.     (N)    094 09 24.     (W)     SCALED    
 BY0518* NAVD 88     -        58.79   (+/-2cm)     192.9    (feet)  VERTCON   
 BY0518  ___________________________________________________________________
 BY0518  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BY0518
 BY0518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0518
 BY0518.The horizontal coordinates were scaled from a topographic map and have
 BY0518.an estimated accuracy of +/- 6 seconds.
 BY0518
 BY0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0518.The vertical order pertains to the NGVD 29 superseded value.
 BY0518
 BY0518.The geoid height was determined by GEOID03.
 BY0518
 BY0518;                    North         East    Units  Estimated Accuracy
 BY0518;SPC TX C     - 3,180,870.    1,288,600.      MT  (+/- 180 meters Scaled)
 BY0518
 BY0518                          SUPERSEDED SURVEY CONTROL
 BY0518
 BY0518  NGVD 29 (??/??/92)   58.802  (m)          192.92   (f) ADJ UNCH    2 0
 BY0518
 BY0518.Superseded values are not recommended for survey control.
 BY0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0518.See file dsdata.txt to determine how the superseded data were derived.
 BY0518
 BY0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ897468(NAD 83)
 BY0518_MARKER: DB = BENCH MARK DISK
 BY0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0518_STAMPING: P 100 1952
 BY0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0518+STABILITY: SURFACE MOTION
 BY0518
 BY0518  HISTORY     - Date     Condition        Report By
 BY0518  HISTORY     - 1952     MONUMENTED       CGS
 BY0518
 BY0518                          STATION DESCRIPTION
 BY0518
 BY0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0518'13.95 MI NW FROM BROOKELAND.
 BY0518'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0518'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0518'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 4.7 MILES
 BY0518'NORTHWEST ALONG FOREST ROAD 304, THENCE 2.65 MILES SOUTHWEST ALONG
 BY0518'FOREST ROAD 318, ON TOP OF A HILL, 28 FEET EAST OF THE CENTER LINE OF
 BY0518'THE ROAD, 9 FEET SOUTHEAST OF AN 11 INCH TRIANGULAR BLAZED PINE TREE,
 BY0518'1.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0518'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0961 ***********************************************************************
 AY0961  DESIGNATION -  P 1000
 AY0961  PID         -  AY0961
 AY0961  STATE/COUNTY-  TX/BEXAR
 AY0961  USGS QUAD   -  HELOTES (1992)
 AY0961
 AY0961                         *CURRENT SURVEY CONTROL
 AY0961  ___________________________________________________________________
 AY0961* NAD 83(1986)-  29 34 13.     (N)    098 39 05.     (W)     SCALED    
 AY0961* NAVD 88     -       296.837  (meters)     973.87   (feet)  POSTED    
 AY0961  ___________________________________________________________________
 AY0961  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AY0961  DYNAMIC HT  -         296.400 (meters)     972.44  (feet)  COMP
 AY0961  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 AY0961
 AY0961  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0961
 AY0961.The horizontal coordinates were scaled from a topographic map and have
 AY0961.an estimated accuracy of +/- 6 seconds.
 AY0961
 AY0961.The orthometric height was determined by differential leveling
 AY0961.and adjusted by the National Geodetic Survey in 1992..
 AY0961.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0961.rate of 0.0 thru 1.0 mm/km.
 AY0961
 AY0961.The geoid height was determined by GEOID03.
 AY0961
 AY0961.The dynamic height is computed by dividing the NAVD 88
 AY0961.geopotential number by the normal gravity value computed on the
 AY0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0961.degrees latitude (g = 980.6199 gals.).
 AY0961
 AY0961.The modeled gravity was interpolated from observed gravity values.
 AY0961
 AY0961;                    North         East    Units  Estimated Accuracy
 AY0961;SPC TXSC     - 4,192,550.      633,780.      MT  (+/- 180 meters Scaled)
 AY0961
 AY0961                          SUPERSEDED SURVEY CONTROL
 AY0961
 AY0961  NGVD 29 (??/??/92)  296.714  (m)          973.47   (f) ADJ UNCH    1 2
 AY0961
 AY0961.Superseded values are not recommended for survey control.
 AY0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0961.See file dsdata.txt to determine how the superseded data were derived.
 AY0961
 AY0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT337712(NAD 83)
 AY0961_MARKER: DB = BENCH MARK DISK
 AY0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0961_STAMPING: P 1000 1953
 AY0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0961+STABILITY: SURFACE MOTION
 AY0961
 AY0961  HISTORY     - Date     Condition        Report By
 AY0961  HISTORY     - 1953     MONUMENTED       CGS
 AY0961  HISTORY     - 1970     MARK NOT FOUND   NGS
 AY0961  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY0961
 AY0961                          STATION DESCRIPTION
 AY0961
 AY0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0961'6.2 MI NW FROM SAN ANTONIO.
 AY0961'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM LEON VALLEY SCHOOL AT
 AY0961'SAN ANTONIO, BEXAR COUNTY, THENCE 2.1 MILES NORTHEAST ALONG HAUSMAN
 AY0961'ROAD.  AT THE ENTRANCE TO A RANCH, 20 FEET NORTH OF THE CENTER LINE OF
 AY0961'HAUSMAN ROAD, 18 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD, 18
 AY0961'FEET EAST OF THE CENTER OF A STEEL GATE, AND 2 FEET SOUTH OF A ROCK
 AY0961'WALL.  A STANDARD DISK, STAMPED P 1000 1953 AND SET IN THE TOP OF A
 AY0961'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- THE ROAD HAS
 AY0961'BEEN WIDENED AND IS NOW A LARGE INTERSECTION OF ROADS.
 AY0961
 AY0961                          STATION RECOVERY (1995)
 AY0961
 AY0961'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0333 ***********************************************************************
 AY0333  DESIGNATION -  P 1001
 AY0333  PID         -  AY0333
 AY0333  STATE/COUNTY-  TX/BEXAR
 AY0333  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0333
 AY0333                         *CURRENT SURVEY CONTROL
 AY0333  ___________________________________________________________________
 AY0333* NAD 83(1986)-  29 28 31.     (N)    098 22 51.     (W)     SCALED    
 AY0333* NAVD 88     -       216.533  (meters)     710.41   (feet)  POSTED    
 AY0333  ___________________________________________________________________
 AY0333  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY0333  DYNAMIC HT  -         216.220 (meters)     709.38  (feet)  COMP
 AY0333  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0333
 AY0333  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0333
 AY0333.The horizontal coordinates were scaled from a topographic map and have
 AY0333.an estimated accuracy of +/- 6 seconds.
 AY0333
 AY0333.The orthometric height was determined by differential leveling
 AY0333.and adjusted by the National Geodetic Survey in 1992..
 AY0333.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0333.rate of 0.0 thru 1.0 mm/km.
 AY0333
 AY0333.The geoid height was determined by GEOID03.
 AY0333
 AY0333.The dynamic height is computed by dividing the NAVD 88
 AY0333.geopotential number by the normal gravity value computed on the
 AY0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0333.degrees latitude (g = 980.6199 gals.).
 AY0333
 AY0333.The modeled gravity was interpolated from observed gravity values.
 AY0333
 AY0333;                    North         East    Units  Estimated Accuracy
 AY0333;SPC TXSC     - 4,182,130.      660,050.      MT  (+/- 180 meters Scaled)
 AY0333
 AY0333                          SUPERSEDED SURVEY CONTROL
 AY0333
 AY0333  NGVD 29 (??/??/92)  216.429  (m)          710.07   (f) ADJ UNCH    1 2
 AY0333
 AY0333.Superseded values are not recommended for survey control.
 AY0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0333.See file dsdata.txt to determine how the superseded data were derived.
 AY0333
 AY0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT600608(NAD 83)
 AY0333_MARKER: DB = BENCH MARK DISK
 AY0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0333_STAMPING: P 1001 1953
 AY0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0333+STABILITY: SURFACE MOTION
 AY0333
 AY0333  HISTORY     - Date     Condition        Report By
 AY0333  HISTORY     - 1953     MONUMENTED       CGS
 AY0333  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0333  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0333  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 AY0333
 AY0333                          STATION DESCRIPTION
 AY0333
 AY0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0333'0.3 MI N FROM KIRBY.
 AY0333'0.3 MILE NORTH ALONG GIBBS SPRAWL ROAD FROM ITS JUNCTION WITH FARM
 AY0333'ROAD 78 AND ACKERMAN ROAD AT KIRBY, AT A CURVE IN THE ROAD, 45 FEET
 AY0333'NORTHWEST OF THE CENTER LINE OF THE ROAD, 54 FEET SOUTHEAST OF THE
 AY0333'SOUTHEAST RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 60 FEET
 AY0333'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 5 FEET SOUTHEAST OF A
 AY0333'TELEPHONE POLE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 AY0333'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0333
 AY0333                          STATION RECOVERY (1980)
 AY0333
 AY0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0333'CONCRETE MONUMENT FOUND BROKEN IN HALF WITH THE DISK STEM EMBEDDED IN
 AY0333'THE MONUMENT, DISK WAS NOT RECOVERED.
 AY0333
 AY0333                          STATION RECOVERY (1988)
 AY0333
 AY0333'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0333'MARK NOT FOUND.
 AY0333
 AY0333                          STATION RECOVERY (1995)
 AY0333
 AY0333'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0369 ***********************************************************************
 AY0369  DESIGNATION -  P 1002
 AY0369  PID         -  AY0369
 AY0369  STATE/COUNTY-  TX/BEXAR
 AY0369  USGS QUAD   -  ELMENDORF (1992)
 AY0369
 AY0369                         *CURRENT SURVEY CONTROL
 AY0369  ___________________________________________________________________
 AY0369* NAD 83(1986)-  29 18 19.     (N)    098 22 02.     (W)     SCALED    
 AY0369* NAVD 88     -       173.438  (meters)     569.02   (feet)  POSTED    
 AY0369  ___________________________________________________________________
 AY0369  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY0369  DYNAMIC HT  -         173.190 (meters)     568.21  (feet)  COMP
 AY0369  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 AY0369
 AY0369  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY0369
 AY0369.The horizontal coordinates were scaled from a topographic map and have
 AY0369.an estimated accuracy of +/- 6 seconds.
 AY0369
 AY0369.The orthometric height was determined by differential leveling
 AY0369.and adjusted by the National Geodetic Survey in 1992..
 AY0369.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY0369.rate of 3.1 thru 4.0 mm/km.
 AY0369
 AY0369.The geoid height was determined by GEOID03.
 AY0369
 AY0369.The dynamic height is computed by dividing the NAVD 88
 AY0369.geopotential number by the normal gravity value computed on the
 AY0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0369.degrees latitude (g = 980.6199 gals.).
 AY0369
 AY0369.The modeled gravity was interpolated from observed gravity values.
 AY0369
 AY0369;                    North         East    Units  Estimated Accuracy
 AY0369;SPC TXSC     - 4,163,300.      661,470.      MT  (+/- 180 meters Scaled)
 AY0369
 AY0369                          SUPERSEDED SURVEY CONTROL
 AY0369
 AY0369  NGVD 29 (??/??/92)  173.325  (m)          568.65   (f) ADJ UNCH    1 2
 AY0369
 AY0369.Superseded values are not recommended for survey control.
 AY0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0369.See file dsdata.txt to determine how the superseded data were derived.
 AY0369
 AY0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT614419(NAD 83)
 AY0369_MARKER: DB = BENCH MARK DISK
 AY0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0369_STAMPING: P 1002 1953
 AY0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0369+STABILITY: SURFACE MOTION
 AY0369
 AY0369  HISTORY     - Date     Condition        Report By
 AY0369  HISTORY     - 1953     MONUMENTED       CGS
 AY0369  HISTORY     - 1963     GOOD             SUNOCO
 AY0369  HISTORY     - 19991103 GOOD             USPSQD
 AY0369  HISTORY     - 20040227 GOOD             USPSQD
 AY0369
 AY0369                          STATION DESCRIPTION
 AY0369
 AY0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0369'7.3 MI SE FROM SAN ANTONIO.
 AY0369'6.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS JUNCTION WITH LOOP
 AY0369'13 (MILITARY DRIVE) AT SAN ANTONIO, THENCE 0.5 MILE NORTHEAST ALONG
 AY0369'FOSTER ROAD, 27 FEET SOUTHEAST OF THE CENTER LINE OF FOSTER ROAD, 24
 AY0369'FEET SOUTHWEST OF A FENCE LEADING SOUTHEAST, 1.3 FEET NORTHWEST OF A
 AY0369'FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AY0369'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0369
 AY0369                          STATION RECOVERY (1963)
 AY0369
 AY0369'RECOVERY NOTE BY SUN OIL COMPANY 1963
 AY0369'RECOVERED IN GOOD CONDITION.
 AY0369
 AY0369                          STATION RECOVERY (1999)
 AY0369
 AY0369'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0369'RECOVERED IN GOOD CONDITION.
 AY0369
 AY0369                          STATION RECOVERY (2004)
 AY0369
 AY0369'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1069 ***********************************************************************
 AY1069  DESIGNATION -  P 1003
 AY1069  PID         -  AY1069
 AY1069  STATE/COUNTY-  TX/KENDALL
 AY1069  USGS QUAD   -  BOERNE (1982)
 AY1069
 AY1069                         *CURRENT SURVEY CONTROL
 AY1069  ___________________________________________________________________
 AY1069* NAD 83(1986)-  29 47 26.     (N)    098 40 51.     (W)     SCALED    
 AY1069* NAVD 88     -       447.213  (meters)    1467.23   (feet)  ADJUSTED  
 AY1069  ___________________________________________________________________
 AY1069  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AY1069  DYNAMIC HT  -         446.563 (meters)    1465.10  (feet)  COMP
 AY1069  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 AY1069
 AY1069  VERT ORDER  -  SECOND    CLASS 0
 AY1069
 AY1069.The horizontal coordinates were scaled from a topographic map and have
 AY1069.an estimated accuracy of +/- 6 seconds.
 AY1069
 AY1069.The orthometric height was determined by differential leveling
 AY1069.and adjusted by the National Geodetic Survey in June 1991..
 AY1069
 AY1069.The geoid height was determined by GEOID03.
 AY1069
 AY1069.The dynamic height is computed by dividing the NAVD 88
 AY1069.geopotential number by the normal gravity value computed on the
 AY1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1069.degrees latitude (g = 980.6199 gals.).
 AY1069
 AY1069.The modeled gravity was interpolated from observed gravity values.
 AY1069
 AY1069;                    North         East    Units  Estimated Accuracy
 AY1069;SPC TXSC     - 4,216,960.      630,860.      MT  (+/- 180 meters Scaled)
 AY1069
 AY1069                          SUPERSEDED SURVEY CONTROL
 AY1069
 AY1069  NGVD 29 (??/??/92)  447.111  (m)         1466.90   (f) ADJ UNCH    2 0
 AY1069
 AY1069.Superseded values are not recommended for survey control.
 AY1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1069.See file dsdata.txt to determine how the superseded data were derived.
 AY1069
 AY1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT308956(NAD 83)
 AY1069_MARKER: DB = BENCH MARK DISK
 AY1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1069_STAMPING: P 1003 1953
 AY1069_MARK LOGO: CGS   
 AY1069_PROJECTION: PROJECTING 6 CENTIMETERS
 AY1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1069+STABILITY: SURFACE MOTION
 AY1069
 AY1069  HISTORY     - Date     Condition        Report By
 AY1069  HISTORY     - 1953     MONUMENTED       CGS
 AY1069  HISTORY     - 1964     GOOD             USGS
 AY1069  HISTORY     - 1982     GOOD             NGS
 AY1069  HISTORY     - 1990     POOR             USPSQD
 AY1069  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY1069
 AY1069                          STATION DESCRIPTION
 AY1069
 AY1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1069'3.1 MI E FROM BOERNE.
 AY1069'3.1 MILES EAST ALONG ST HWY NO. 46 FROM ITS JUNCTION WITH U.S. HIGHWAY
 AY1069'87 AT BOERNE, 49 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD,
 AY1069'81 FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 81 FEET SOUTHWEST
 AY1069'OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTHEAST, 21 FEET SOUTH
 AY1069'OF A 30 INCH OAK TREE, 2 FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST
 AY1069'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1069'0.2 FOOT ABOVE THE GROUND.
 AY1069
 AY1069                          STATION RECOVERY (1964)
 AY1069
 AY1069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1069'RECOVERED IN GOOD CONDITION.
 AY1069
 AY1069                          STATION RECOVERY (1982)
 AY1069
 AY1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1069'5.2 KM (3.25 MI) EAST ALONG STATE HIGHWAY 46 EAST FROM THE JUNCTION OF
 AY1069'BUSINESS U.S. HIGHWAY 87 IN BOERNE, AT A PRIVATE ROAD LEADING
 AY1069'SOUTHEAST CROSSING A METAL PIPE CATTLE GUARD, NOTE, NOT NEEDED FOR A
 AY1069'TIE, 14.9 METERS (49.0 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 46,
 AY1069'24.6 METERS (81.0 FT) SOUTHWEST OF THE CENTER OF THE CATTLE GUARD AND
 AY1069'PRIVATE ROAD LEADING SOUTHEAST, 6.4 METERS (21.0 FT) SOUTH OF A 90 CM
 AY1069'(30 INCH) OAK TREE, AND 0.6 METER (2.0 FT) NORTHWEST OF A FENCE LINE.
 AY1069'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 AY1069'THE MARK IS 0.46 M BELOW HIGHWAY 46.
 AY1069
 AY1069                          STATION RECOVERY (1990)
 AY1069
 AY1069'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1069'MARK RECOVERED IN POOR CONDITION.
 AY1069
 AY1069                          STATION RECOVERY (1994)
 AY1069
 AY1069'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1080 ***********************************************************************
 AY1080  DESIGNATION -  P 1004
 AY1080  PID         -  AY1080
 AY1080  STATE/COUNTY-  TX/KENDALL
 AY1080  USGS QUAD   -  BOERNE (1982)
 AY1080
 AY1080                         *CURRENT SURVEY CONTROL
 AY1080  ___________________________________________________________________
 AY1080* NAD 83(1986)-  29 46 26.     (N)    098 44 51.     (W)     SCALED    
 AY1080* NAVD 88     -       465.495  (meters)    1527.21   (feet)  ADJUSTED  
 AY1080  ___________________________________________________________________
 AY1080  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AY1080  DYNAMIC HT  -         464.816 (meters)    1524.98  (feet)  COMP
 AY1080  MODELED GRAV-     979,170.5   (mgal)                       NAVD 88
 AY1080
 AY1080  VERT ORDER  -  SECOND    CLASS 0
 AY1080
 AY1080.The horizontal coordinates were scaled from a topographic map and have
 AY1080.an estimated accuracy of +/- 6 seconds.
 AY1080
 AY1080.The orthometric height was determined by differential leveling
 AY1080.and adjusted by the National Geodetic Survey in June 1991..
 AY1080
 AY1080.The geoid height was determined by GEOID03.
 AY1080
 AY1080.The dynamic height is computed by dividing the NAVD 88
 AY1080.geopotential number by the normal gravity value computed on the
 AY1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1080.degrees latitude (g = 980.6199 gals.).
 AY1080
 AY1080.The modeled gravity was interpolated from observed gravity values.
 AY1080
 AY1080;                    North         East    Units  Estimated Accuracy
 AY1080;SPC TXSC     - 4,215,090.      624,420.      MT  (+/- 180 meters Scaled)
 AY1080
 AY1080                          SUPERSEDED SURVEY CONTROL
 AY1080
 AY1080  NGVD 29 (??/??/92)  465.399  (m)         1526.90   (f) ADJ UNCH    2 0
 AY1080
 AY1080.Superseded values are not recommended for survey control.
 AY1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1080.See file dsdata.txt to determine how the superseded data were derived.
 AY1080
 AY1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT244937(NAD 83)
 AY1080_MARKER: DB = BENCH MARK DISK
 AY1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1080_STAMPING: P 1004 1953
 AY1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1080+STABILITY: SURFACE MOTION
 AY1080
 AY1080  HISTORY     - Date     Condition        Report By
 AY1080  HISTORY     - 1953     MONUMENTED       CGS
 AY1080  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1080  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY1080
 AY1080                          STATION DESCRIPTION
 AY1080
 AY1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1080'2.25 MI SW FROM BOERNE.
 AY1080'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1080'THENCE 1.35 MILES SOUTHWEST ALONG A FARM ROAD WHICH IS NOW UNDER
 AY1080'CONSTRUCTION, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD,
 AY1080'39 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 6 FEET
 AY1080'SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A FENCE, 2 FEET
 AY1080'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1080'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1080
 AY1080                          STATION RECOVERY (1982)
 AY1080
 AY1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1080'SEARCHED FOR AND NOT RECOVERED THIS DATE, ASSUMED KNOCKED OUT BY ROAD
 AY1080'CONSTRUCTION.
 AY1080
 AY1080                          STATION RECOVERY (1994)
 AY1080
 AY1080'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0925 ***********************************************************************
 AY0925  DESIGNATION -  P 1005 RESET 1966
 AY0925  PID         -  AY0925
 AY0925  STATE/COUNTY-  TX/KENDALL
 AY0925  USGS QUAD   -  RANGER CREEK (1982)
 AY0925
 AY0925                         *CURRENT SURVEY CONTROL
 AY0925  ___________________________________________________________________
 AY0925* NAD 83(1986)-  29 50 13.     (N)    098 46 26.     (W)     SCALED    
 AY0925* NAVD 88     -       480.14   (+/-2cm)    1575.3    (feet)  VERTCON   
 AY0925  ___________________________________________________________________
 AY0925  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AY0925
 AY0925  VERT ORDER  -  THIRD (See Below)
 AY0925
 AY0925.The horizontal coordinates were scaled from a topographic map and have
 AY0925.an estimated accuracy of +/- 6 seconds.
 AY0925
 AY0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0925.The vertical order pertains to the NGVD 29 superseded value.
 AY0925
 AY0925.The geoid height was determined by GEOID03.
 AY0925
 AY0925;                    North         East    Units  Estimated Accuracy
 AY0925;SPC TXSC     - 4,222,080.      621,850.      MT  (+/- 180 meters Scaled)
 AY0925
 AY0925                          SUPERSEDED SURVEY CONTROL
 AY0925
 AY0925  NGVD 29 (01/29/03)  480.04   (m)         1574.9    (f) RESET       3  
 AY0925
 AY0925.Superseded values are not recommended for survey control.
 AY0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0925.See file dsdata.txt to determine how the superseded data were derived.
 AY0925
 AY0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU218007(NAD 83)
 AY0925_MARKER: DB = BENCH MARK DISK
 AY0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0925_STAMPING: P 1005 RESET 1966
 AY0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0925+STABILITY: SURFACE MOTION
 AY0925
 AY0925  HISTORY     - Date     Condition        Report By
 AY0925  HISTORY     - 1966     MONUMENTED       CGS
 AY0925
 AY0925                          STATION DESCRIPTION
 AY0925
 AY0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AY0925'4.0 MI NW FROM BOERNE.
 AY0925'4.0 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM THE POST OFFICE AT
 AY0925'BOERNE, KENDALL COUNTY, ON INTERSTATE HIGHWAY 10, 180 FEET OPPOSITE
 AY0925'(SOUTHWEST) OF THE SURVEY LINE OF INTERSTATE HIGHWAY 10 AT STATION 466
 AY0925'+ 70, 47 FEET NORTHWEST OF GATE TO OLD BOERNE AIRPORT, 95 FEET
 AY0925'NORTHWEST OF A POWER POLE.  A STANDARD DISK, SET IN A CONCRETE POST
 AY0925'PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0898 ***********************************************************************
 AW0898  DESIGNATION -  P 1006
 AW0898  PID         -  AW0898
 AW0898  STATE/COUNTY-  TX/HARRIS
 AW0898  USGS QUAD   -  PASADENA (1995)
 AW0898
 AW0898                         *CURRENT SURVEY CONTROL
 AW0898  ___________________________________________________________________
 AW0898* NAD 83(1986)-  29 44 00.     (N)    095 12 57.     (W)     SCALED    
 AW0898* NAVD 88     -         5.282  (meters)      17.33   (feet)  ADJUSTED  
 AW0898  ___________________________________________________________________
 AW0898  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW0898  DYNAMIC HT  -           5.275 (meters)      17.31  (feet)  COMP
 AW0898  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 AW0898  OBS GRAVITY -     979,290.0   (mgal)                       GRAV_OBS
 AW0898
 AW0898  VERT ORDER  -  FIRST     CLASS II
 AW0898
 AW0898.The horizontal coordinates were scaled from a topographic map and have
 AW0898.an estimated accuracy of +/- 6 seconds.
 AW0898
 AW0898.The orthometric height was determined by differential leveling
 AW0898.and adjusted by the National Geodetic Survey in June 1991..
 AW0898
 AW0898.The geoid height was determined by GEOID03.
 AW0898
 AW0898.The dynamic height is computed by dividing the NAVD 88
 AW0898.geopotential number by the normal gravity value computed on the
 AW0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0898.degrees latitude (g = 980.6199 gals.).
 AW0898
 AW0898.The modeled gravity was interpolated from observed gravity values.
 AW0898.The observed gravity was obtained from relative gravimeter ties
 AW0898.to the IGSN71 gravity network.
 AW0898
 AW0898;                    North         East    Units  Estimated Accuracy
 AW0898;SPC TXSC     - 4,216,490.      965,990.      MT  (+/- 180 meters Scaled)
 AW0898
 AW0898                          SUPERSEDED SURVEY CONTROL
 AW0898
 AW0898  NGVD 29 (12/23/87)    5.279  (m)           17.32   (f) ADJUSTED    1 2
 AW0898
 AW0898.Superseded values are not recommended for survey control.
 AW0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0898.See file dsdata.txt to determine how the superseded data were derived.
 AW0898
 AW0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN856912(NAD 83)
 AW0898_MARKER: DB = BENCH MARK DISK
 AW0898_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0898_SP_SET: FOUNDATION WALL
 AW0898_STAMPING: P 1006 1953
 AW0898_MARK LOGO: CGS   
 AW0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0898+STABILITY: SURFACE MOTION
 AW0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0898+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 AW0898
 AW0898  HISTORY     - Date     Condition        Report By
 AW0898  HISTORY     - 1953     MONUMENTED       CGS
 AW0898  HISTORY     - 1973     GOOD             NGS
 AW0898  HISTORY     - 1978     GOOD             DOD
 AW0898  HISTORY     - 1978     GOOD             NGS
 AW0898  HISTORY     - 1986     GOOD             NGS
 AW0898  HISTORY     - 1987     GOOD             USPSQD
 AW0898  HISTORY     - 1987     GOOD             USPSQD
 AW0898  HISTORY     - 1988     GOOD             USPSQD
 AW0898  HISTORY     - 1988     GOOD             USPSQD
 AW0898  HISTORY     - 1988     GOOD             USPSQD
 AW0898  HISTORY     - 1989     GOOD             USPSQD
 AW0898  HISTORY     - 19940712 GOOD             USPSQD
 AW0898  HISTORY     - 20031022 GOOD             USPSQD
 AW0898
 AW0898                          STATION DESCRIPTION
 AW0898
 AW0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0898'0.3 MI NW FROM PASADENA.
 AW0898'ABOUT 0.3 MILE NORTHWEST ALONG CLINTON DR. FROM THE NORTH END OF THE
 AW0898'WASHBURN TUNNEL AT PASADENA, AT THE HOUSTON WATER PURIFICATION PLANT,
 AW0898'190 FEET NORTH OF THE CENTER LINE OF CLINTON DR., SET VERTICALLY IN
 AW0898'THE SOUTH FACE OF THE CONCRETE WALL OF THE FLUCTUATION BASIN, 112
 AW0898'YARDS WEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 9
 AW0898'1/2 FEET EAST OF THE SOUTHWEST CORNER, AND ABOUT 4 FEET ABOVE THE
 AW0898'LEVEL OF THE GROUND.
 AW0898
 AW0898                          STATION RECOVERY (1978)
 AW0898
 AW0898'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0898'RECOVERED IN GOOD CONDITION.
 AW0898
 AW0898                          STATION RECOVERY (1978)
 AW0898
 AW0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0898'RECOVERED IN GOOD CONDITION.
 AW0898
 AW0898                          STATION RECOVERY (1986)
 AW0898
 AW0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0898'RECOVERED IN GOOD CONDITION.
 AW0898
 AW0898                          STATION RECOVERY (1987)
 AW0898
 AW0898'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0898'RECOVERED IN GOOD CONDITION.
 AW0898
 AW0898                          STATION RECOVERY (1987)
 AW0898
 AW0898'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0898'RECOVERED IN GOOD CONDITION.
 AW0898
 AW0898                          STATION RECOVERY (1988)
 AW0898
 AW0898'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0898'RECOVERED IN GOOD CONDITION.
 AW0898
 AW0898                          STATION RECOVERY (1988)
 AW0898
 AW0898'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0898'RECOVERED IN GOOD CONDITION.
 AW0898
 AW0898                          STATION RECOVERY (1988)
 AW0898
 AW0898'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0898'RECOVERED IN GOOD CONDITION.
 AW0898
 AW0898                          STATION RECOVERY (1989)
 AW0898
 AW0898'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0898'RECOVERED IN GOOD CONDITION.
 AW0898
 AW0898                          STATION RECOVERY (1994)
 AW0898
 AW0898'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0898'RECOVERED IN GOOD CONDITION.
 AW0898
 AW0898                          STATION RECOVERY (2003)
 AW0898
 AW0898'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2190 ***********************************************************************
 AW2190  DESIGNATION -  P 1008
 AW2190  PID         -  AW2190
 AW2190  STATE/COUNTY-  TX/WALLER
 AW2190  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2190
 AW2190                         *CURRENT SURVEY CONTROL
 AW2190  ___________________________________________________________________
 AW2190* NAD 83(1986)-  29 53 18.     (N)    095 57 28.     (W)     SCALED    
 AW2190* NAVD 88     -        57.64   (+/-2cm)     189.1    (feet)  VERTCON   
 AW2190  ___________________________________________________________________
 AW2190  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2190
 AW2190  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2190
 AW2190.The horizontal coordinates were scaled from a topographic map and have
 AW2190.an estimated accuracy of +/- 6 seconds.
 AW2190
 AW2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2190.The vertical order pertains to the NGVD 29 superseded value.
 AW2190
 AW2190.The geoid height was determined by GEOID03.
 AW2190
 AW2190;                    North         East    Units  Estimated Accuracy
 AW2190;SPC TXSC     - 4,231,570.      893,800.      MT  (+/- 180 meters Scaled)
 AW2190
 AW2190                          SUPERSEDED SURVEY CONTROL
 AW2190
 AW2190  NGVD 29 (04/06/79)   57.620  (m)          189.04   (f) ADJUSTED    1 2
 AW2190
 AW2190.Superseded values are not recommended for survey control.
 AW2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2190.See file dsdata.txt to determine how the superseded data were derived.
 AW2190
 AW2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP143100(NAD 83)
 AW2190_MARKER: DB = BENCH MARK DISK
 AW2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2190_STAMPING: P 1008 1954
 AW2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2190+STABILITY: SURFACE MOTION
 AW2190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2190+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2190
 AW2190  HISTORY     - Date     Condition        Report By
 AW2190  HISTORY     - 1954     MONUMENTED       CGS
 AW2190  HISTORY     - 1978     GOOD             NGS
 AW2190  HISTORY     - 20030710 GOOD             LJA
 AW2190  HISTORY     - 20041014 GOOD             USPSQD
 AW2190
 AW2190                          STATION DESCRIPTION
 AW2190
 AW2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2190'15.3 MI S FROM WALLER.
 AW2190'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW2190'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW2190'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 2.15 MILES SOUTH ALONG
 AW2190'A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE
 AW2190'3.0 MILES SOUTH ALONG FARM ROAD 362, 47 FEET WEST OF THE CENTER LINE
 AW2190'OF THE FARM ROAD, 26 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD
 AW2190'LEADING EAST, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 AW2190'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AW2190'GROUND.
 AW2190
 AW2190                          STATION RECOVERY (1978)
 AW2190
 AW2190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2190'RECOVERED IN GOOD CONDITION.
 AW2190
 AW2190                          STATION RECOVERY (2003)
 AW2190
 AW2190'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (TC)
 AW2190'RECOVERED IN GOOD CONDITION.
 AW2190
 AW2190                          STATION RECOVERY (2004)
 AW2190
 AW2190'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2190'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1645 ***********************************************************************
 BL1645  DESIGNATION -  P 1009
 BL1645  PID         -  BL1645
 BL1645  STATE/COUNTY-  TX/HARRIS
 BL1645  USGS QUAD   -  HOCKLEY (1980)
 BL1645
 BL1645                         *CURRENT SURVEY CONTROL
 BL1645  ___________________________________________________________________
 BL1645* NAD 83(1986)-  30 00 56.     (N)    095 48 56.     (W)     SCALED    
 BL1645* NAVD 88     -        63.444  (meters)     208.15   (feet)  ADJUSTED  
 BL1645  ___________________________________________________________________
 BL1645  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL1645  DYNAMIC HT  -          63.358 (meters)     207.87  (feet)  COMP
 BL1645  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 BL1645
 BL1645  VERT ORDER  -  FIRST     CLASS II
 BL1645
 BL1645.The horizontal coordinates were scaled from a topographic map and have
 BL1645.an estimated accuracy of +/- 6 seconds.
 BL1645
 BL1645.The orthometric height was determined by differential leveling
 BL1645.and adjusted by the National Geodetic Survey in June 1991..
 BL1645
 BL1645.The geoid height was determined by GEOID03.
 BL1645
 BL1645.The dynamic height is computed by dividing the NAVD 88
 BL1645.geopotential number by the normal gravity value computed on the
 BL1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1645.degrees latitude (g = 980.6199 gals.).
 BL1645
 BL1645.The modeled gravity was interpolated from observed gravity values.
 BL1645
 BL1645;                    North         East    Units  Estimated Accuracy
 BL1645;SPC TXSC     - 4,246,040.      907,150.      MT  (+/- 180 meters Scaled)
 BL1645
 BL1645                          SUPERSEDED SURVEY CONTROL
 BL1645
 BL1645  NGVD 29 (12/23/87)   63.437  (m)          208.13   (f) ADJUSTED    1 2
 BL1645
 BL1645.Superseded values are not recommended for survey control.
 BL1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1645.See file dsdata.txt to determine how the superseded data were derived.
 BL1645
 BL1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP284238(NAD 83)
 BL1645_MARKER: DB = BENCH MARK DISK
 BL1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1645_SP_SET: CONCRETE POST
 BL1645_STAMPING: P 1009 1954
 BL1645_MARK LOGO: CGS   
 BL1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1645+STABILITY: SURFACE MOTION
 BL1645
 BL1645  HISTORY     - Date     Condition        Report By
 BL1645  HISTORY     - 1954     MONUMENTED       CGS
 BL1645  HISTORY     - 1973     GOOD             NGS
 BL1645  HISTORY     - 1978     GOOD             NGS
 BL1645  HISTORY     - 1986     GOOD             NGS
 BL1645  HISTORY     - 1987     GOOD             USPSQD
 BL1645  HISTORY     - 1987     GOOD             USPSQD
 BL1645  HISTORY     - 19940326 GOOD             USPSQD
 BL1645
 BL1645                          STATION DESCRIPTION
 BL1645
 BL1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1645'2 MI SE FROM HOCKLEY.
 BL1645'ABOUT 2 MILES EAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF US
 BL1645'HIGHWAY 290 AND HEGAR RD., AT THE JUNCTION OF US HIGHWAY 290 AND
 BL1645'KATY-HOCKLEY RD., 45 FEET SOUTH OF THE SOUTH RAIL, 56 FEET WEST OF THE
 BL1645'CENTER LINE OF KATY-HOCKLEY RD., 28.2 FEET WEST OF A LARGE TELEPHONE
 BL1645'POLE USED AS A BRACE FOR A POWER POLE, 1 FOOT EAST OF A METAL WITNESS
 BL1645'POST, 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF
 BL1645'A CONCRETE POST PROJECTING 0.1 FOOT.
 BL1645
 BL1645                          STATION RECOVERY (1978)
 BL1645
 BL1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1645'RECOVERED IN GOOD CONDITION.
 BL1645
 BL1645                          STATION RECOVERY (1986)
 BL1645
 BL1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1645'RECOVERED IN GOOD CONDITION.
 BL1645
 BL1645                          STATION RECOVERY (1987)
 BL1645
 BL1645'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1645'RECOVERED IN GOOD CONDITION.
 BL1645
 BL1645                          STATION RECOVERY (1987)
 BL1645
 BL1645'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 BL1645'RECOVERED IN GOOD CONDITION.
 BL1645
 BL1645                          STATION RECOVERY (1994)
 BL1645
 BL1645'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0102 ***********************************************************************
 BL0102  DESIGNATION -  P 101
 BL0102  PID         -  BL0102
 BL0102  STATE/COUNTY-  TX/JASPER
 BL0102  USGS QUAD   -  JASPER WEST (1984)
 BL0102
 BL0102                         *CURRENT SURVEY CONTROL
 BL0102  ___________________________________________________________________
 BL0102* NAD 83(1986)-  30 58 13.     (N)    094 05 50.     (W)     SCALED    
 BL0102* NAVD 88     -        84.15   (+/-2cm)     276.1    (feet)  VERTCON   
 BL0102  ___________________________________________________________________
 BL0102  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0102
 BL0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0102
 BL0102.The horizontal coordinates were scaled from a topographic map and have
 BL0102.an estimated accuracy of +/- 6 seconds.
 BL0102
 BL0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0102.The vertical order pertains to the NGVD 29 superseded value.
 BL0102
 BL0102.The geoid height was determined by GEOID03.
 BL0102
 BL0102;                    North         East    Units  Estimated Accuracy
 BL0102;SPC TX C     - 3,161,200.    1,295,380.      MT  (+/- 180 meters Scaled)
 BL0102
 BL0102                          SUPERSEDED SURVEY CONTROL
 BL0102
 BL0102  NGVD 29 (??/??/92)   84.148  (m)          276.08   (f) ADJ UNCH    2 0
 BL0102
 BL0102.Superseded values are not recommended for survey control.
 BL0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0102.See file dsdata.txt to determine how the superseded data were derived.
 BL0102
 BL0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ952268(NAD 83)
 BL0102_MARKER: DB = BENCH MARK DISK
 BL0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0102_STAMPING: P 101 1952
 BL0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0102+STABILITY: SURFACE MOTION
 BL0102
 BL0102  HISTORY     - Date     Condition        Report By
 BL0102  HISTORY     - 1952     MONUMENTED       CGS
 BL0102  HISTORY     - 1978     GOOD             USGS
 BL0102
 BL0102                          STATION DESCRIPTION
 BL0102
 BL0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0102'10.5 MI NW FROM JASPER.
 BL0102'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0102'THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY 63, THENCE 0.95 MILE EAST
 BL0102'ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE NORTHEAST ALONG FARM ROAD
 BL0102'254, THENCE 0.85 MILE NORTHEAST ALONG A GRADED DIRT ROAD, 169 FEET
 BL0102'NORTH OF A FARMHOUSE, 55 FEET NORTH OF A GARDEN FENCE, 54 FEET WEST OF
 BL0102'THE CENTER LINE OF THE GRADED DIRT ROAD, 32 FEET NORTH OF THE CENTER
 BL0102'LINE OF A WOODS ROAD LEADING WEST, 24 FEET WEST OF A POWER POLE, 1.4
 BL0102'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0102'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BL0102
 BL0102                          STATION RECOVERY (1978)
 BL0102
 BL0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0102'5.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE INTERSECTION OF
 BL0102'U.S. HIGHWAY 190 ON THE SOUTHWEST SIDE OF JASPER, THENCE 0.7 MILE
 BL0102'NORTH ON FARM ROAD 254 TO THE GRAHAM CHURCH, THENCE 0.8 MILE NORTH
 BL0102'ALONG A GRADED COUNTY ROAD, 73 FEET SOUTH OF A DRIVEWAY EAST, 43 FEET
 BL0102'WEST OF THE CENTERLINE OF THE ROAD, 20 FEET WEST OF A POWER LINE
 BL0102'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BL0102'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1599 ***********************************************************************
 BL1599  DESIGNATION -  P 1010
 BL1599  PID         -  BL1599
 BL1599  STATE/COUNTY-  TX/HARRIS
 BL1599  USGS QUAD   -  ROSE HILL (1980)
 BL1599
 BL1599                         *CURRENT SURVEY CONTROL
 BL1599  ___________________________________________________________________
 BL1599* NAD 83(1986)-  30 04 46.     (N)    095 41 21.     (W)     SCALED    
 BL1599* NAVD 88     -        67.583  (meters)     221.73   (feet)  ADJUSTED  
 BL1599  ___________________________________________________________________
 BL1599  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1599  DYNAMIC HT  -          67.492 (meters)     221.43  (feet)  COMP
 BL1599  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 BL1599
 BL1599  VERT ORDER  -  FIRST     CLASS II
 BL1599
 BL1599.The horizontal coordinates were scaled from a topographic map and have
 BL1599.an estimated accuracy of +/- 6 seconds.
 BL1599
 BL1599.The orthometric height was determined by differential leveling
 BL1599.and adjusted by the National Geodetic Survey in June 1991..
 BL1599
 BL1599.The geoid height was determined by GEOID03.
 BL1599
 BL1599.The dynamic height is computed by dividing the NAVD 88
 BL1599.geopotential number by the normal gravity value computed on the
 BL1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1599.degrees latitude (g = 980.6199 gals.).
 BL1599
 BL1599.The modeled gravity was interpolated from observed gravity values.
 BL1599
 BL1599;                    North         East    Units  Estimated Accuracy
 BL1599;SPC TXSC     - 4,253,450.      919,140.      MT  (+/- 180 meters Scaled)
 BL1599
 BL1599                          SUPERSEDED SURVEY CONTROL
 BL1599
 BL1599  NGVD 29 (12/23/87)   67.577  (m)          221.71   (f) ADJUSTED    1 2
 BL1599
 BL1599.Superseded values are not recommended for survey control.
 BL1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1599.See file dsdata.txt to determine how the superseded data were derived.
 BL1599
 BL1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP407306(NAD 83)
 BL1599_MARKER: DB = BENCH MARK DISK
 BL1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1599_SP_SET: CONCRETE POST
 BL1599_STAMPING: P 1010 1954
 BL1599_MARK LOGO: CGS   
 BL1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1599+STABILITY: SURFACE MOTION
 BL1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1599+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1599
 BL1599  HISTORY     - Date     Condition        Report By
 BL1599  HISTORY     - 1954     MONUMENTED       CGS
 BL1599  HISTORY     - 1973     GOOD             NGS
 BL1599  HISTORY     - 1978     GOOD             NGS
 BL1599  HISTORY     - 1986     GOOD             NGS
 BL1599  HISTORY     - 19931106 GOOD             USPSQD
 BL1599  HISTORY     - 20031023 GOOD             LJA
 BL1599  HISTORY     - 20050108 GOOD             USPSQD
 BL1599
 BL1599                          STATION DESCRIPTION
 BL1599
 BL1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1599'4.9 MI W FROM TOMBALL.
 BL1599'ABOUT 4.9 MILES WEST ALONG WALLER-TOMBALL RD. FROM THE CROSSING OF THE
 BL1599'BURLINGTON-ROCK ISLAND RAILROAD, AT A JUNCTION OF WALLER-TOMBALL RD.
 BL1599'AND A PRIVATE ROAD LEADING WEST, 90 1/2 FEET SOUTH OF THE CENTER LINE
 BL1599'OF WALLER-TOMBALL RD., 20.6 FEET SOUTH OF THE CENTER LINE OF THE
 BL1599'PRIVATE ROAD, 2 FEET NORTH OF A FENCE, 52 FEET SOUTHEAST OF A POWER
 BL1599'POLE, 0.9 FOOT EAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 BL1599'THE ROAD, AND IS A DISK SET ON TOP OF A CONCRETE POST PROJECTING 0.4
 BL1599'FOOT.
 BL1599
 BL1599                          STATION RECOVERY (1978)
 BL1599
 BL1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1599'RECOVERED IN GOOD CONDITION.
 BL1599
 BL1599                          STATION RECOVERY (1986)
 BL1599
 BL1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1599'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1599'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1599
 BL1599                          STATION RECOVERY (1993)
 BL1599
 BL1599'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1599'RECOVERED IN GOOD CONDITION.
 BL1599
 BL1599                          STATION RECOVERY (2003)
 BL1599
 BL1599'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 BL1599'RECOVERED IN GOOD CONDITION.
 BL1599
 BL1599                          STATION RECOVERY (2005)
 BL1599
 BL1599'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1701 ***********************************************************************
 AW1701  DESIGNATION -  P 1011
 AW1701  PID         -  AW1701
 AW1701  STATE/COUNTY-  TX/CHAMBERS
 AW1701  USGS QUAD   -  HIGH ISLAND (1994)
 AW1701
 AW1701                         *CURRENT SURVEY CONTROL
 AW1701  ___________________________________________________________________
 AW1701* NAD 83(1986)-  29 36 30.     (N)    094 22 57.     (W)     SCALED    
 AW1701* NAVD 88     -         0.80   (+/-2cm)       2.6    (feet)  VERTCON   
 AW1701  ___________________________________________________________________
 AW1701  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW1701
 AW1701  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1701
 AW1701.The horizontal coordinates were scaled from a topographic map and have
 AW1701.an estimated accuracy of +/- 6 seconds.
 AW1701
 AW1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1701.The vertical order pertains to the NGVD 29 superseded value.
 AW1701
 AW1701.The geoid height was determined by GEOID03.
 AW1701
 AW1701;                    North         East    Units  Estimated Accuracy
 AW1701;SPC TXSC     - 4,205,550.    1,047,090.      MT  (+/- 180 meters Scaled)
 AW1701
 AW1701                          SUPERSEDED SURVEY CONTROL
 AW1701
 AW1701  NGVD 29 (??/??/92)    0.801  (m)            2.63   (f) ADJ UNCH    1 2
 AW1701
 AW1701.Superseded values are not recommended for survey control.
 AW1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1701.See file dsdata.txt to determine how the superseded data were derived.
 AW1701
 AW1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN661761(NAD 83)
 AW1701_MARKER: DB = BENCH MARK DISK
 AW1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1701_STAMPING: P 1011 1953
 AW1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1701+STABILITY: SURFACE MOTION
 AW1701
 AW1701  HISTORY     - Date     Condition        Report By
 AW1701  HISTORY     - 1953     MONUMENTED       CGS
 AW1701  HISTORY     - 1958     GOOD             NGS
 AW1701  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1701  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW1701  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1701  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1701  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW1701
 AW1701                          STATION DESCRIPTION
 AW1701
 AW1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1701'3.5 MI N FROM HIGH ISLAND.
 AW1701'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW1701'HIGH ISLAND, 1 POLE NORTH OF THE GULF, COLORADO AND SANTA FE RAILROAD
 AW1701'MILEPOST 37, 156 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 54
 AW1701'FEET EAST OF THE EAST RAIL, 9 FEET EAST OF THE EAST END OF A BOARD
 AW1701'WALK ACROSS A DRAINAGE DITCH, 7 FEET EAST OF A FENCE, 1 FOOT WEST OF A
 AW1701'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND RAILROAD, AND IN
 AW1701'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW1701
 AW1701                          STATION RECOVERY (1978)
 AW1701
 AW1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1701'NOT RECOVERED.
 AW1701
 AW1701                          STATION RECOVERY (1996)
 AW1701
 AW1701'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1701'MARK NOT FOUND.
 AW1701
 AW1701                          STATION RECOVERY (2001)
 AW1701
 AW1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1701'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1701
 AW1701                          STATION RECOVERY (2003)
 AW1701
 AW1701'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1701'MARK NOT FOUND.
 AW1701
 AW1701                          STATION RECOVERY (2005)
 AW1701
 AW1701'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2779 ***********************************************************************
 AW2779  DESIGNATION -  P 1012
 AW2779  PID         -  AW2779
 AW2779  STATE/COUNTY-  TX/CHAMBERS
 AW2779  USGS QUAD   -  MONROE CITY (1994)
 AW2779
 AW2779                         *CURRENT SURVEY CONTROL
 AW2779  ___________________________________________________________________
 AW2779* NAD 83(1986)-  29 47 20.     (N)    094 36 11.     (W)     SCALED    
 AW2779* NAVD 88     -         6.64   (+/-2cm)      21.8    (feet)  VERTCON   
 AW2779  ___________________________________________________________________
 AW2779  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2779
 AW2779  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2779
 AW2779.The horizontal coordinates were scaled from a topographic map and have
 AW2779.an estimated accuracy of +/- 6 seconds.
 AW2779
 AW2779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2779.The vertical order pertains to the NGVD 29 superseded value.
 AW2779
 AW2779.The geoid height was determined by GEOID03.
 AW2779
 AW2779;                    North         East    Units  Estimated Accuracy
 AW2779;SPC TXSC     - 4,224,720.    1,025,000.      MT  (+/- 180 meters Scaled)
 AW2779
 AW2779                          SUPERSEDED SURVEY CONTROL
 AW2779
 AW2779  NGVD 29 (??/??/92)    6.644  (m)           21.80   (f) ADJ UNCH    1 2
 AW2779
 AW2779.Superseded values are not recommended for survey control.
 AW2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2779.See file dsdata.txt to determine how the superseded data were derived.
 AW2779
 AW2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN450964(NAD 83)
 AW2779_MARKER: DB = BENCH MARK DISK
 AW2779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2779_SP_SET: BRIDGE
 AW2779_STAMPING: P 1012 1953
 AW2779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2779
 AW2779  HISTORY     - Date     Condition        Report By
 AW2779  HISTORY     - 1953     MONUMENTED       CGS
 AW2779  HISTORY     - 1959     GOOD             NGS
 AW2779  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2779
 AW2779                          STATION DESCRIPTION
 AW2779
 AW2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2779'0.9 MI W FROM MONROE CITY.
 AW2779'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 73T FROM THE POSTOFFICE AT
 AW2779'MONROE CITY, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 AW2779'TOP OF THE SOUTH HEAD WALL OF A 4-CHANNEL CULVERT AT THE WEST END OF A
 AW2779'CONCRETE BRIDGE OVER LONE STAR CANAL, 7 FEET WEST OF THE EAST END OF
 AW2779'THE HEADWALL, AND 12 FEET SOUTHWEST OF THE MOST WESTERLY CONCRETE
 AW2779'BALUSTER OF THE BRIDGE.
 AW2779
 AW2779                          STATION RECOVERY (1990)
 AW2779
 AW2779'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW2779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2847 ***********************************************************************
 AW2847  DESIGNATION -  P 1013
 AW2847  PID         -  AW2847
 AW2847  STATE/COUNTY-  TX/CHAMBERS
 AW2847  USGS QUAD   -  COVE (1993)
 AW2847
 AW2847                         *CURRENT SURVEY CONTROL
 AW2847  ___________________________________________________________________
 AW2847* NAD 83(1986)-  29 47 02.     (N)    094 52 28.     (W)     SCALED    
 AW2847* NAVD 88     -        11.02   (+/-2cm)      36.2    (feet)  VERTCON   
 AW2847  ___________________________________________________________________
 AW2847  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2847
 AW2847  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2847
 AW2847.The horizontal coordinates were scaled from a topographic map and have
 AW2847.an estimated accuracy of +/- 6 seconds.
 AW2847
 AW2847.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2847.The vertical order pertains to the NGVD 29 superseded value.
 AW2847
 AW2847.The geoid height was determined by GEOID03.
 AW2847
 AW2847;                    North         East    Units  Estimated Accuracy
 AW2847;SPC TXSC     - 4,223,210.      998,790.      MT  (+/- 180 meters Scaled)
 AW2847
 AW2847                          SUPERSEDED SURVEY CONTROL
 AW2847
 AW2847  NGVD 29 (??/??/92)   11.019  (m)           36.15   (f) ADJ UNCH    1 2
 AW2847
 AW2847.Superseded values are not recommended for survey control.
 AW2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2847.See file dsdata.txt to determine how the superseded data were derived.
 AW2847
 AW2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN188963(NAD 83)
 AW2847_MARKER: DB = BENCH MARK DISK
 AW2847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2847_SP_SET: CULVERT
 AW2847_STAMPING: P 1013 1953
 AW2847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2847+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AW2847
 AW2847  HISTORY     - Date     Condition        Report By
 AW2847  HISTORY     - 1953     MONUMENTED       CGS
 AW2847  HISTORY     - 1959     GOOD             NGS
 AW2847  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2847  HISTORY     - 1990     GOOD             USPSQD
 AW2847  HISTORY     - 19970412 GOOD             USPSQD
 AW2847  HISTORY     - 20010331 GOOD             NGS
 AW2847  HISTORY     - 20040204 GOOD             USPSQD
 AW2847  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW2847
 AW2847                          STATION DESCRIPTION
 AW2847
 AW2847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2847'5.45 MI SW FROM COVE.
 AW2847'ABOUT 5.45 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSECTION
 AW2847'WITH STATE HIGHWAY 73 AT COVE, 25 FEET NORTHWEST OF THE CENTER LINE OF
 AW2847'THE ROAD, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL
 AW2847'OF A CONCRETE CULVERT OVER BARBERS HILL CANAL.
 AW2847
 AW2847                          STATION RECOVERY (1973)
 AW2847
 AW2847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2847'MARK NOT FOUND.
 AW2847
 AW2847                          STATION RECOVERY (1990)
 AW2847
 AW2847'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2847'RECOVERED IN GOOD CONDITION.
 AW2847
 AW2847                          STATION RECOVERY (1997)
 AW2847
 AW2847'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2847'RECOVERED IN GOOD CONDITION.
 AW2847
 AW2847                          STATION RECOVERY (2001)
 AW2847
 AW2847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2847'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2847
 AW2847                          STATION RECOVERY (2004)
 AW2847
 AW2847'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2847'GPS    N 29 47.031   W094 52.474
 AW2847
 AW2847                          STATION RECOVERY (2005)
 AW2847
 AW2847'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2440 ***********************************************************************
 AW2440  DESIGNATION -  P 1014
 AW2440  PID         -  AW2440
 AW2440  STATE/COUNTY-  TX/JEFFERSON
 AW2440  USGS QUAD   -  SOUTH OF STAR LAKE (1994)
 AW2440
 AW2440                         *CURRENT SURVEY CONTROL
 AW2440  ___________________________________________________________________
 AW2440* NAD 83(1986)-  29 37 02.     (N)    094 12 30.     (W)     SCALED    
 AW2440* NAVD 88     -         1.81   (+/-2cm)       5.9    (feet)  VERTCON   
 AW2440  ___________________________________________________________________
 AW2440  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2440
 AW2440  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2440
 AW2440.The horizontal coordinates were scaled from a topographic map and have
 AW2440.an estimated accuracy of +/- 6 seconds.
 AW2440
 AW2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2440.The vertical order pertains to the NGVD 29 superseded value.
 AW2440
 AW2440.The geoid height was determined by GEOID03.
 AW2440
 AW2440;                    North         East    Units  Estimated Accuracy
 AW2440;SPC TXSC     - 4,207,210.    1,063,910.      MT  (+/- 180 meters Scaled)
 AW2440
 AW2440                          SUPERSEDED SURVEY CONTROL
 AW2440
 AW2440  NGVD 29 (??/??/92)    1.809  (m)            5.93   (f) ADJ UNCH    1 2
 AW2440
 AW2440.Superseded values are not recommended for survey control.
 AW2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2440.See file dsdata.txt to determine how the superseded data were derived.
 AW2440
 AW2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN830769(NAD 83)
 AW2440_MARKER: DB = BENCH MARK DISK
 AW2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2440_STAMPING: P 1014 1953
 AW2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2440+STABILITY: SURFACE MOTION
 AW2440
 AW2440  HISTORY     - Date     Condition        Report By
 AW2440  HISTORY     - 1953     MONUMENTED       CGS
 AW2440  HISTORY     - 1958     GOOD             NGS
 AW2440  HISTORY     - 1962     MARK NOT FOUND   NGS
 AW2440  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2440
 AW2440                          STATION DESCRIPTION
 AW2440
 AW2440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2440'12.9 MI NE FROM HIGH ISLAND.
 AW2440'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2440'AT HIGH ISLAND, THENCE ABOUT 12.0 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2440'87, 28 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.15
 AW2440'MILE NORTHEAST OF A SMALL MESQUITE TREE, 10 1/2 FEET NORTHWEST OF A
 AW2440'FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW2440'HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2440
 AW2440                          STATION RECOVERY (1962)
 AW2440
 AW2440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AW2440'MARK NOT FOUND.
 AW2440
 AW2440                          STATION RECOVERY (2002)
 AW2440
 AW2440'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0476 ***********************************************************************
 AV0476  DESIGNATION -  P 1015
 AV0476  PID         -  AV0476
 AV0476  STATE/COUNTY-  TX/JEFFERSON
 AV0476  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0476
 AV0476                         *CURRENT SURVEY CONTROL
 AV0476  ___________________________________________________________________
 AV0476* NAD 83(1986)-  29 50 19.     (N)    093 58 13.     (W)     SCALED    
 AV0476* NAVD 88     -         1.48   (+/-2cm)       4.9    (feet)  VERTCON   
 AV0476  ___________________________________________________________________
 AV0476  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AV0476
 AV0476  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0476
 AV0476.The horizontal coordinates were scaled from a topographic map and have
 AV0476.an estimated accuracy of +/- 6 seconds.
 AV0476
 AV0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0476.The vertical order pertains to the NGVD 29 superseded value.
 AV0476
 AV0476.The geoid height was determined by GEOID03.
 AV0476
 AV0476;                    North         East    Units  Estimated Accuracy
 AV0476;SPC TXSC     - 4,232,690.    1,085,890.      MT  (+/- 180 meters Scaled)
 AV0476
 AV0476                          SUPERSEDED SURVEY CONTROL
 AV0476
 AV0476  NGVD 29 (??/??/??)    1.463  (m)            4.80   (f) ADJUSTED    1 2
 AV0476
 AV0476.Superseded values are not recommended for survey control.
 AV0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0476.See file dsdata.txt to determine how the superseded data were derived.
 AV0476
 AV0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP062012(NAD 83)
 AV0476_MARKER: DB = BENCH MARK DISK
 AV0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0476_SP_SET: CULVERT
 AV0476_STAMPING: P 1015 1953
 AV0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0476
 AV0476  HISTORY     - Date     Condition        Report By
 AV0476  HISTORY     - 1953     MONUMENTED       CGS
 AV0476  HISTORY     - 1959     GOOD             CGS
 AV0476  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0476  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0476  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0476  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0476  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0476  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0476  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0476  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AV0476  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0476  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AV0476  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0476  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0476
 AV0476                          STATION DESCRIPTION
 AV0476
 AV0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0476'0.95 MI S FROM WEST PORT ARTHUR.
 AV0476'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 87 FROM THE TEXAS AND NEW
 AV0476'ORLEANS RAILROAD STATION AT WEST PORT ARTHUR, 22 FEET WEST OF THE
 AV0476'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTH END OF THE WEST
 AV0476'HEAD WALL OF A CONCRETE CULVERT, 28 FEET NORTHEAST OF A FENCE CORNER,
 AV0476'AND ABOUT LEVEL WITH THE HIGHWAY.
 AV0476
 AV0476                          STATION RECOVERY (1984)
 AV0476
 AV0476'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0476'MARK NOT FOUND.
 AV0476
 AV0476                          STATION RECOVERY (1987)
 AV0476
 AV0476'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AV0476'MARK NOT FOUND.
 AV0476
 AV0476                          STATION RECOVERY (1988)
 AV0476
 AV0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAF)
 AV0476'MARK NOT FOUND.
 AV0476
 AV0476                          STATION RECOVERY (1989)
 AV0476
 AV0476'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0476'MARK NOT FOUND.
 AV0476
 AV0476                          STATION RECOVERY (1989)
 AV0476
 AV0476'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0476'MARK NOT FOUND.
 AV0476
 AV0476                          STATION RECOVERY (1989)
 AV0476
 AV0476'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0476'MARK NOT FOUND.
 AV0476
 AV0476                          STATION RECOVERY (1989)
 AV0476
 AV0476'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0476'MARK NOT FOUND.
 AV0476
 AV0476                          STATION RECOVERY (1990)
 AV0476
 AV0476'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0476'MARK NOT FOUND.
 AV0476
 AV0476                          STATION RECOVERY (1993)
 AV0476
 AV0476'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0476'MARK NOT FOUND.
 AV0476
 AV0476                          STATION RECOVERY (1994)
 AV0476
 AV0476'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0476'MARK NOT FOUND.
 AV0476
 AV0476                          STATION RECOVERY (2000)
 AV0476
 AV0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0476'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0476
 AV0476                          STATION RECOVERY (2001)
 AV0476
 AV0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0476'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2476 ***********************************************************************
 AW2476  DESIGNATION -  P 1016
 AW2476  PID         -  AW2476
 AW2476  STATE/COUNTY-  TX/JEFFERSON
 AW2476  USGS QUAD   -  PORT ACRES (1993)
 AW2476
 AW2476                         *CURRENT SURVEY CONTROL
 AW2476  ___________________________________________________________________
 AW2476* NAD 83(1986)-  29 59 01.     (N)    094 03 37.     (W)     SCALED    
 AW2476* NAVD 88     -         5.18   (+/-2cm)      17.0    (feet)  VERTCON   
 AW2476  ___________________________________________________________________
 AW2476  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW2476
 AW2476  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2476
 AW2476.The horizontal coordinates were scaled from a topographic map and have
 AW2476.an estimated accuracy of +/- 6 seconds.
 AW2476
 AW2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2476.The vertical order pertains to the NGVD 29 superseded value.
 AW2476
 AW2476.The geoid height was determined by GEOID03.
 AW2476
 AW2476;                    North         East    Units  Estimated Accuracy
 AW2476;SPC TXSC     - 4,248,380.    1,076,520.      MT  (+/- 180 meters Scaled)
 AW2476
 AW2476                          SUPERSEDED SURVEY CONTROL
 AW2476
 AW2476  NGVD 29 (??/??/92)    5.170  (m)           16.96   (f) ADJ UNCH    1 2
 AW2476
 AW2476.Superseded values are not recommended for survey control.
 AW2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2476.See file dsdata.txt to determine how the superseded data were derived.
 AW2476
 AW2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP977174(NAD 83)
 AW2476_MARKER: DB = BENCH MARK DISK
 AW2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2476_STAMPING: P 1016-1954
 AW2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2476+STABILITY: SURFACE MOTION
 AW2476
 AW2476  HISTORY     - Date     Condition        Report By
 AW2476  HISTORY     - 1954     MONUMENTED       CGS
 AW2476  HISTORY     - 1972     GOOD             NGS
 AW2476  HISTORY     - 1988     GOOD             USPSQD
 AW2476  HISTORY     - 19890506 GOOD             USPSQD
 AW2476  HISTORY     - 1990     GOOD             USPSQD
 AW2476  HISTORY     - 20001231 GOOD             NGS
 AW2476  HISTORY     - 20020619 GOOD             USPSQD
 AW2476  HISTORY     - 20041009 GOOD             USPSQD
 AW2476
 AW2476                          STATION DESCRIPTION
 AW2476
 AW2476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW2476'6.75 MI SE FROM BEAUMONT.
 AW2476'6.75 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW2476'CROSSING OF COLLEGE STREET AT BEAUMONT 130 YARDS (P) NORTHWEST OF
 AW2476'CENTER OF MAIN ENTRANCE TO THE MAGNOLIA PIPE LINE CO. HEBERT STATION,
 AW2476'127 1/2 FEET SOUTHWEST OF AND ACROSS PAVED ROAD FROM THE SOUTHWEST
 AW2476'RAIL, 158.0 FEET NORTHWEST OF CENTER LINE OF DRIVE WAY TO EMPLOYEES
 AW2476'HOUSES, 47.0 FEET SOUTH OF CENTER LINE OF PAVED ROAD, 20.6 FEET
 AW2476'SOUTHEAST OF A PIPE CORNER POST IN CHAIN LINK FENCE 18.2 FEET
 AW2476'SOUTHEAST OF TELEPHONE POLE NO. 52, 1.3 FEET NORTHEAST OF A CHAIN LINK
 AW2476'FENCE.  A C AND GS DISK IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AW2476'WITH THE GROUND AND 1.0 FEET BELOW THE LEVEL OF THE ROAD.
 AW2476
 AW2476                          STATION RECOVERY (1988)
 AW2476
 AW2476'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 AW2476'RECOVERED IN GOOD CONDITION.
 AW2476
 AW2476                          STATION RECOVERY (1989)
 AW2476
 AW2476'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 AW2476'RECOVERED IN GOOD CONDITION.
 AW2476
 AW2476                          STATION RECOVERY (1990)
 AW2476
 AW2476'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2476'RECOVERED IN GOOD CONDITION.
 AW2476
 AW2476                          STATION RECOVERY (2000)
 AW2476
 AW2476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2476'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2476
 AW2476                          STATION RECOVERY (2002)
 AW2476
 AW2476'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2476'RECOVERED IN GOOD CONDITION.
 AW2476
 AW2476                          STATION RECOVERY (2004)
 AW2476
 AW2476'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW2476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0280 ***********************************************************************
 BL0280  DESIGNATION -  P 1017
 BL0280  PID         -  BL0280
 BL0280  STATE/COUNTY-  TX/JEFFERSON
 BL0280  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0280
 BL0280                         *CURRENT SURVEY CONTROL
 BL0280  ___________________________________________________________________
 BL0280* NAD 83(1986)-  30 00 31.     (N)    094 10 37.     (W)     SCALED    
 BL0280* NAVD 88     -         4.53   (+/-2cm)      14.9    (feet)  VERTCON   
 BL0280  ___________________________________________________________________
 BL0280  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL0280
 BL0280  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0280
 BL0280.The horizontal coordinates were scaled from a topographic map and have
 BL0280.an estimated accuracy of +/- 6 seconds.
 BL0280
 BL0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0280.The vertical order pertains to the NGVD 29 superseded value.
 BL0280
 BL0280.The geoid height was determined by GEOID03.
 BL0280
 BL0280;                    North         East    Units  Estimated Accuracy
 BL0280;SPC TXSC     - 4,250,680.    1,065,160.      MT  (+/- 180 meters Scaled)
 BL0280
 BL0280                          SUPERSEDED SURVEY CONTROL
 BL0280
 BL0280  NGVD 29 (??/??/92)    4.543  (m)           14.90   (f) ADJ UNCH    1 2
 BL0280
 BL0280.Superseded values are not recommended for survey control.
 BL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0280.See file dsdata.txt to determine how the superseded data were derived.
 BL0280
 BL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP864203(NAD 83)
 BL0280_MARKER: DB = BENCH MARK DISK
 BL0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0280_SP_SET: CULVERT
 BL0280_STAMPING: P 1017 1954
 BL0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0280
 BL0280  HISTORY     - Date     Condition        Report By
 BL0280  HISTORY     - 1954     MONUMENTED       CGS
 BL0280  HISTORY     - 1958     GOOD             NGS
 BL0280  HISTORY     - 1988     GOOD             USPSQD
 BL0280  HISTORY     - 19890221 GOOD             USPSQD
 BL0280  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 BL0280  HISTORY     - 19940906 MARK NOT FOUND   USPSQD
 BL0280  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0280  HISTORY     - 20020128 MARK NOT FOUND   NGS
 BL0280  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 BL0280
 BL0280                          STATION DESCRIPTION
 BL0280
 BL0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BL0280'2.1 MI NE FROM CHEEK.
 BL0280'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE ELEMENTARY SCHOOL
 BL0280'AT CHEEK, AT THE JUNCTION OF A SURFACED ROAD LEADING SOUTHEAST, 50
 BL0280'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY. IN THE TOP OF THE
 BL0280'SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A CULVERT, 19 FEET
 BL0280'SOUTHWEST OF THE CENTER LINE OF THE SURFACED ROAD, 83 1/2 FEET NORTH
 BL0280'OF THE NORTH CORNER OF FARMERS FOOD STORE, 12 FEET NORTHEAST OF A
 BL0280'POWER POLE, AND ABOUT LEVEL WITH THE HIGHWAY.
 BL0280
 BL0280                          STATION RECOVERY (1988)
 BL0280
 BL0280'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0280'RECOVERED IN GOOD CONDITION.
 BL0280
 BL0280                          STATION RECOVERY (1989)
 BL0280
 BL0280'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0280'RECOVERED IN GOOD CONDITION.
 BL0280
 BL0280                          STATION RECOVERY (1993)
 BL0280
 BL0280'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0280'MARK NOT FOUND.
 BL0280
 BL0280                          STATION RECOVERY (1994)
 BL0280
 BL0280'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0280'MARK NOT FOUND.
 BL0280
 BL0280                          STATION RECOVERY (2001)
 BL0280
 BL0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0280'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 BL0280
 BL0280                          STATION RECOVERY (2002)
 BL0280
 BL0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0280'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0280
 BL0280                          STATION RECOVERY (2004)
 BL0280
 BL0280'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0303 ***********************************************************************
 BL0303  DESIGNATION -  P 1018
 BL0303  PID         -  BL0303
 BL0303  STATE/COUNTY-  TX/JEFFERSON
 BL0303  USGS QUAD   -  VOTH (1993)
 BL0303
 BL0303                         *CURRENT SURVEY CONTROL
 BL0303  ___________________________________________________________________
 BL0303* NAD 83(1986)-  30 07 58.     (N)    094 09 39.     (W)     SCALED    
 BL0303* NAVD 88     -         9.636  (meters)      31.61   (feet)  ADJUSTED  
 BL0303  ___________________________________________________________________
 BL0303  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0303  DYNAMIC HT  -           9.623 (meters)      31.57  (feet)  COMP
 BL0303  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 BL0303
 BL0303  VERT ORDER  -  FIRST     CLASS II
 BL0303
 BL0303.The horizontal coordinates were scaled from a topographic map and have
 BL0303.an estimated accuracy of +/- 6 seconds.
 BL0303
 BL0303.The orthometric height was determined by differential leveling
 BL0303.and adjusted by the National Geodetic Survey in July 2002..
 BL0303
 BL0303.The geoid height was determined by GEOID03.
 BL0303
 BL0303.The dynamic height is computed by dividing the NAVD 88
 BL0303.geopotential number by the normal gravity value computed on the
 BL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0303.degrees latitude (g = 980.6199 gals.).
 BL0303
 BL0303.The modeled gravity was interpolated from observed gravity values.
 BL0303
 BL0303;                    North         East    Units  Estimated Accuracy
 BL0303;SPC TXSC     - 4,264,490.    1,066,140.      MT  (+/- 180 meters Scaled)
 BL0303
 BL0303                          SUPERSEDED SURVEY CONTROL
 BL0303
 BL0303  NGVD 29 (??/??/92)    9.808  (m)           32.18   (f) ADJ UNCH    1 2
 BL0303
 BL0303.Superseded values are not recommended for survey control.
 BL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0303.See file dsdata.txt to determine how the superseded data were derived.
 BL0303
 BL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP881340(NAD 83)
 BL0303_MARKER: DB = BENCH MARK DISK
 BL0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0303_STAMPING: P 1018 1954
 BL0303_MARK LOGO: CGS   
 BL0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0303+STABILITY: SURFACE MOTION
 BL0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0303+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1996
 BL0303
 BL0303  HISTORY     - Date     Condition        Report By
 BL0303  HISTORY     - 1954     MONUMENTED       CGS
 BL0303  HISTORY     - 19890426 MARK NOT FOUND   USPSQD
 BL0303  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL0303  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 BL0303  HISTORY     - 19940724 MARK NOT FOUND   USPSQD
 BL0303  HISTORY     - 19961018 GOOD             NGS
 BL0303  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0303  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0303  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 BL0303
 BL0303                          STATION DESCRIPTION
 BL0303
 BL0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL0303'5.3 MI NW FROM BEAUMONT.
 BL0303'0.45 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0303'STATION AT BEAUMONT, THENCE 4.85 MILES NORTHWEST ALONG THE TEXAS AND
 BL0303'NEW ORLEANS RAILROAD, 0.15 MILE NORTHWEST OF A ROAD CROSSING, 112 FEET
 BL0303'SOUTHWEST OF THE SOUTH CORNER OF A LARGE LUMBER BUILDING WHICH IS NOW
 BL0303'VACANT, 47 FEET NORTHEAST OF THE NORTHEAST RAIL, 14 FEET NORTHEAST OF
 BL0303'MILEPOST 35, 2.4 FEET NORTHEAST OF A FENCE, 1.5 FEET NORTHWEST OF A
 BL0303'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BL0303'FOOT ABOVE THE GROUND.
 BL0303
 BL0303                          STATION RECOVERY (1989)
 BL0303
 BL0303'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0303'MARK NOT FOUND.
 BL0303
 BL0303                          STATION RECOVERY (1991)
 BL0303
 BL0303'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0303'MARK NOT FOUND.
 BL0303
 BL0303                          STATION RECOVERY (1993)
 BL0303
 BL0303'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0303'MARK NOT FOUND.
 BL0303
 BL0303                          STATION RECOVERY (1994)
 BL0303
 BL0303'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0303'MARK NOT FOUND.
 BL0303
 BL0303                          STATION RECOVERY (1996)
 BL0303
 BL0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BL0303'0.4 KM (0.25 MI) EASTERLY ALONG STATE HIGHWAY 105 FROM THE JUNCTION OF
 BL0303'U.S.  HIGHWAYS 69 AND 287 IN BEAUMONT, THENCE 0.2 KM (0.10 MI)
 BL0303'SOUTHEASTERLY ALONG CONCORD ROAD, 80.4 M (263.8 FT) NORTHEAST OF THE
 BL0303'ROAD CENTER, 15.2 M (49.9 FT) NORTHEAST OF A FENCE, 0.3 M (1.0 FT)
 BL0303'WEST OF A WITNESS POST, IN IN DENSE WOODS, AND THE MONUMENT PROJECTS
 BL0303'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT MAY BE
 BL0303'UNDER WATER IN WET WEATHER.
 BL0303
 BL0303                          STATION RECOVERY (2001)
 BL0303
 BL0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0303'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0303
 BL0303                          STATION RECOVERY (2001)
 BL0303
 BL0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0303'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0303
 BL0303                          STATION RECOVERY (2003)
 BL0303
 BL0303'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0405 ***********************************************************************
 AW0405  DESIGNATION -  P 1019
 AW0405  PID         -  AW0405
 AW0405  STATE/COUNTY-  TX/HARRIS
 AW0405  USGS QUAD   -  HIGHLANDS (1995)
 AW0405
 AW0405                         *CURRENT SURVEY CONTROL
 AW0405  ___________________________________________________________________
 AW0405* NAD 83(1986)-  29 51 16.     (N)    095 03 32.     (W)     SCALED    
 AW0405* NAVD 88     -        13.828  (meters)      45.37   (feet)  ADJUSTED  
 AW0405  ___________________________________________________________________
 AW0405  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0405  DYNAMIC HT  -          13.809 (meters)      45.30  (feet)  COMP
 AW0405  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 AW0405  OBS GRAVITY -     979,295.7   (mgal)                       GRAV_OBS
 AW0405
 AW0405  VERT ORDER  -  FIRST     CLASS II
 AW0405
 AW0405.The horizontal coordinates were scaled from a topographic map and have
 AW0405.an estimated accuracy of +/- 6 seconds.
 AW0405
 AW0405.The orthometric height was determined by differential leveling
 AW0405.and adjusted by the National Geodetic Survey in June 1991..
 AW0405
 AW0405.The geoid height was determined by GEOID03.
 AW0405
 AW0405.The dynamic height is computed by dividing the NAVD 88
 AW0405.geopotential number by the normal gravity value computed on the
 AW0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0405.degrees latitude (g = 980.6199 gals.).
 AW0405
 AW0405.The modeled gravity was interpolated from observed gravity values.
 AW0405.The observed gravity was obtained from relative gravimeter ties
 AW0405.to the IGSN71 gravity network.
 AW0405
 AW0405;                    North         East    Units  Estimated Accuracy
 AW0405;SPC TXSC     - 4,230,410.      980,710.      MT  (+/- 180 meters Scaled)
 AW0405
 AW0405                          SUPERSEDED SURVEY CONTROL
 AW0405
 AW0405  NGVD 29 (12/23/87)   13.826  (m)           45.36   (f) ADJUSTED    1 2
 AW0405
 AW0405.Superseded values are not recommended for survey control.
 AW0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0405.See file dsdata.txt to determine how the superseded data were derived.
 AW0405
 AW0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP011044(NAD 83)
 AW0405_MARKER: DB = BENCH MARK DISK
 AW0405_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0405_SP_SET: HEADWALL
 AW0405_STAMPING: P 1019 1954
 AW0405_MARK LOGO: CGS   
 AW0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0405+STABILITY: SURFACE MOTION
 AW0405
 AW0405  HISTORY     - Date     Condition        Report By
 AW0405  HISTORY     - 1954     MONUMENTED       CGS
 AW0405  HISTORY     - 1972     GOOD             NGS
 AW0405  HISTORY     - 1978     GOOD             NGS
 AW0405  HISTORY     - 1978     GOOD             DOD
 AW0405  HISTORY     - 1983     GOOD             NGS
 AW0405  HISTORY     - 1986     GOOD             NGS
 AW0405  HISTORY     - 1987     GOOD             USPSQD
 AW0405  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 AW0405
 AW0405                          STATION DESCRIPTION
 AW0405
 AW0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0405'3.15 MI N FROM HIGHLANDS.
 AW0405'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1200 FROM THE POST OFFICE, AT
 AW0405'THE SOUTH SIDE OF THE ENTRANCE TO MCDERMOTT AND BARNHART RANCH, 37 1/2
 AW0405'FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF THE CENTER
 AW0405'LINE OF THE BLACKTOP DRIVE LEADING EAST TO THE RANCH, 5 FEET WEST OF
 AW0405'THE SOUTH ONE OF TWO, 6-INCH METAL PIPES SUPPORTING NAME SIGN OF THE
 AW0405'RANCH, 0.9 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL TO
 AW0405'A 24-INCH PIPE CULVERT SET IN THE TOP OF A CONCRETE HEADWALL, 58 YARDS
 AW0405'SOUTHEAST OF R 1202, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW0405
 AW0405                          STATION RECOVERY (1978)
 AW0405
 AW0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0405'RECOVERED IN GOOD CONDITION.
 AW0405
 AW0405                          STATION RECOVERY (1978)
 AW0405
 AW0405'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0405'RECOVERED IN GOOD CONDITION.
 AW0405
 AW0405                          STATION RECOVERY (1983)
 AW0405
 AW0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0405'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0405'5.1 KM (3.15 MI) NORTH ALONG CROSBY-LYNCHBURG ROAD FROM THE POST
 AW0405'OFFICE IN HIGHLANDS, AT THE ENTRANCE LEADING EAST TO THE MCDERMOTT AND
 AW0405'BARNHART RANCH, SET IN TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 AW0405'CONCRETE CULVERT UNDER THE DRIVEWAY, 11.43 METERS (37.5 FT) EAST OF
 AW0405'THE CENTERLINE OF CROSBY-LYNCHBURG ROAD, 2.74 METERS (9.0 FT) SOUTH OF
 AW0405'THE CENTER OF THE BLACKTOP DRIVEWAY, 1.52 METERS (5.0 FT) WEST OF THE
 AW0405'SOUTH ONE OF TWO 6-INCH METAL PIPES SUPPORTING THE NAME SIGN OF THE
 AW0405'RANCH, 0.27 METERS (0.9 FT) WEST OF THE EAST END OF THE SOUTH
 AW0405'HEADWALL, AND 53.03 METERS (174.0 FT) SOUTHEAST OF BENCH MARK R 1202.
 AW0405'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW0405
 AW0405                          STATION RECOVERY (1986)
 AW0405
 AW0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0405'RECOVERED IN GOOD CONDITION.
 AW0405
 AW0405                          STATION RECOVERY (1987)
 AW0405
 AW0405'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0405'RECOVERED IN GOOD CONDITION.
 AW0405
 AW0405                          STATION RECOVERY (1994)
 AW0405
 AW0405'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0552 ***********************************************************************
 BY0552  DESIGNATION -  P 102
 BY0552  PID         -  BY0552
 BY0552  STATE/COUNTY-  TX/JASPER
 BY0552  USGS QUAD   -  EBENEZER (1984)
 BY0552
 BY0552                         *CURRENT SURVEY CONTROL
 BY0552  ___________________________________________________________________
 BY0552* NAD 83(1986)-  31 04 22.     (N)    094 09 09.     (W)     SCALED    
 BY0552* NAVD 88     -        75.38   (+/-2cm)     247.3    (feet)  VERTCON   
 BY0552  ___________________________________________________________________
 BY0552  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BY0552
 BY0552  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0552
 BY0552.The horizontal coordinates were scaled from a topographic map and have
 BY0552.an estimated accuracy of +/- 6 seconds.
 BY0552
 BY0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0552.The vertical order pertains to the NGVD 29 superseded value.
 BY0552
 BY0552.The geoid height was determined by GEOID03.
 BY0552
 BY0552;                    North         East    Units  Estimated Accuracy
 BY0552;SPC TX C     - 3,172,260.    1,289,470.      MT  (+/- 180 meters Scaled)
 BY0552
 BY0552                          SUPERSEDED SURVEY CONTROL
 BY0552
 BY0552  NGVD 29 (??/??/92)   75.390  (m)          247.34   (f) ADJ UNCH    2 0
 BY0552
 BY0552.Superseded values are not recommended for survey control.
 BY0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0552.See file dsdata.txt to determine how the superseded data were derived.
 BY0552
 BY0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ900382(NAD 83)
 BY0552_MARKER: DB = BENCH MARK DISK
 BY0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0552_STAMPING: P 102 1952
 BY0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0552+STABILITY: SURFACE MOTION
 BY0552
 BY0552  HISTORY     - Date     Condition        Report By
 BY0552  HISTORY     - 1952     MONUMENTED       CGS
 BY0552  HISTORY     - 1979     GOOD             USGS
 BY0552
 BY0552                          STATION DESCRIPTION
 BY0552
 BY0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0552'23.6 MI NW FROM JASPER.
 BY0552'20.5 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0552'JASPER, THENCE 3.1 MILES EAST ALONG A GRADED DIRT ROAD, ON THE EAST
 BY0552'SLOPE OF A HILL, 41 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD
 BY0552'LEADING NORTHEAST, 36 FEET NORTHEAST OF THE CENTER LINE OF A WOODS
 BY0552'ROAD LEADING SOUTH, 1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 BY0552'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0552
 BY0552                          STATION RECOVERY (1979)
 BY0552
 BY0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0552'1.5 MILES W ALONG HWY 190 AND 63 FROM JCT OF HWYS 190, 63 AND 96 AT
 BY0552'THE S EDGE OF JASPER, THENCE 12.8 MILES NW ALONG HWY 63 TO JCT OF HWY
 BY0552'63 AND 255R, THENCE 2.5 MILES NE ALONG 255R, THENCE 1.7 MILES NW
 BY0552'ALONG PAVED ROAD, THENCE 0.2 MILE SW ALONG GRADED ROAD TO ROAD JCT,
 BY0552'41 FT S OF THE CENTERLINE OF THE GRADED ROAD, 34 FT NE OF THE
 BY0552'CENTERLINE OF A WOODS ROAD LEADING S, SET IN THE TOP OF A CONCRETE
 BY0552'POST PROJECTING 0.6 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0866 ***********************************************************************
 AW0866  DESIGNATION -  P 1020
 AW0866  PID         -  AW0866
 AW0866  STATE/COUNTY-  TX/HARRIS
 AW0866  USGS QUAD   -  CROSBY (1982)
 AW0866
 AW0866                         *CURRENT SURVEY CONTROL
 AW0866  ___________________________________________________________________
 AW0866* NAD 83(1986)-  29 59 38.     (N)    095 07 06.     (W)     SCALED    
 AW0866* NAVD 88     -        19.06   (+/-2cm)      62.5    (feet)  VERTCON   
 AW0866  ___________________________________________________________________
 AW0866  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW0866
 AW0866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0866
 AW0866.The horizontal coordinates were scaled from a topographic map and have
 AW0866.an estimated accuracy of +/- 6 seconds.
 AW0866
 AW0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0866.The vertical order pertains to the NGVD 29 superseded value.
 AW0866
 AW0866.The geoid height was determined by GEOID03.
 AW0866
 AW0866;                    North         East    Units  Estimated Accuracy
 AW0866;SPC TXSC     - 4,245,670.      974,460.      MT  (+/- 180 meters Scaled)
 AW0866
 AW0866                          SUPERSEDED SURVEY CONTROL
 AW0866
 AW0866  NGVD 29 (??/??/92)   19.06   (m)           62.5    (f) COMPUTED    2 0
 AW0866
 AW0866.Superseded values are not recommended for survey control.
 AW0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0866.See file dsdata.txt to determine how the superseded data were derived.
 AW0866
 AW0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP956199(NAD 83)
 AW0866_MARKER: DB = BENCH MARK DISK
 AW0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0866_STAMPING: P 1020 1954
 AW0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0866+STABILITY: SURFACE MOTION
 AW0866
 AW0866  HISTORY     - Date     Condition        Report By
 AW0866  HISTORY     - 1954     MONUMENTED       CGS
 AW0866  HISTORY     - 1973     GOOD             NGS
 AW0866  HISTORY     - 1978     GOOD             NGS
 AW0866  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 AW0866
 AW0866                          STATION DESCRIPTION
 AW0866
 AW0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0866'3.15 MI SW FROM HUFFMAN.
 AW0866'ABOUT 1.4 MILES SOUTH ALONG FARM ROAD 2100 FROM THE POST OFFICE AT
 AW0866'HUFFMAN, THENCE 0.9 MILE WEST ALONG ATASCOCITA ROAD, THENCE 0.85 MILE
 AW0866'SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, 9 1/2 RAILS SOUTHWEST
 AW0866'OF THE CROSSING OF SPANISH COVE ROAD, 69 1/2 FEET SOUTHEAST OF THE
 AW0866'SOUTHEAST RAIL, 44 1/2 FEET SOUTHEAST OF A TELEGRAPH POLE, 2 1/2 FEET
 AW0866'NORTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A METAL WITNESS
 AW0866'POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 AW0866'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW0866
 AW0866                          STATION RECOVERY (1978)
 AW0866
 AW0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0866'NOT RECOVERED.
 AW0866
 AW0866                          STATION RECOVERY (1997)
 AW0866
 AW0866'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0011 ***********************************************************************
 CR0011  DESIGNATION -  P 1022
 CR0011  PID         -  CR0011
 CR0011  STATE/COUNTY-  TX/MARION
 CR0011  USGS QUAD   -  JEFFERSON (1962)
 CR0011
 CR0011                         *CURRENT SURVEY CONTROL
 CR0011  ___________________________________________________________________
 CR0011* NAD 83(1986)-  32 46 08.     (N)    094 21 46.     (W)     SCALED    
 CR0011* NAVD 88     -        67.281  (meters)     220.74   (feet)  ADJUSTED  
 CR0011  ___________________________________________________________________
 CR0011  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR0011  DYNAMIC HT  -          67.206 (meters)     220.49  (feet)  COMP
 CR0011  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 CR0011
 CR0011  VERT ORDER  -  FIRST     CLASS II
 CR0011
 CR0011.The horizontal coordinates were scaled from a topographic map and have
 CR0011.an estimated accuracy of +/- 6 seconds.
 CR0011
 CR0011.The orthometric height was determined by differential leveling
 CR0011.and adjusted by the National Geodetic Survey in June 1991..
 CR0011
 CR0011.The geoid height was determined by GEOID03.
 CR0011
 CR0011.The dynamic height is computed by dividing the NAVD 88
 CR0011.geopotential number by the normal gravity value computed on the
 CR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0011.degrees latitude (g = 980.6199 gals.).
 CR0011
 CR0011.The modeled gravity was interpolated from observed gravity values.
 CR0011
 CR0011;                    North         East    Units  Estimated Accuracy
 CR0011;SPC TXNC     - 2,129,860.      987,500.      MT  (+/- 180 meters Scaled)
 CR0011
 CR0011                          SUPERSEDED SURVEY CONTROL
 CR0011
 CR0011  NGVD 29 (??/??/92)   67.337  (m)          220.92   (f) ADJ UNCH    1 2
 CR0011
 CR0011.Superseded values are not recommended for survey control.
 CR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0011.See file dsdata.txt to determine how the superseded data were derived.
 CR0011
 CR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS723264(NAD 83)
 CR0011_MARKER: DB = BENCH MARK DISK
 CR0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0011_STAMPING: P 1022 1954
 CR0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0011+STABILITY: SURFACE MOTION
 CR0011
 CR0011  HISTORY     - Date     Condition        Report By
 CR0011  HISTORY     - 1954     MONUMENTED       CGS
 CR0011
 CR0011                          STATION DESCRIPTION
 CR0011
 CR0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0011'1.35 MI NW FROM JEFFERSON.
 CR0011'1.35 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0011'THE STATION AT JEFFERSON, 0.35 MILE SOUTHEAST OF MILEPOST T - 51, 58
 CR0011'FEET WEST OF THE CENTER OF A DIRT ROAD CROSSING, 24 FEET SOUTH OF THE
 CR0011'SOUTH RAIL, 53 FEET NORTHWEST OF A POWER POLE, 3 FEET SOUTH OF A
 CR0011'FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CR0011'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0484 ***********************************************************************
 DM0484  DESIGNATION -  P 1024
 DM0484  PID         -  DM0484
 DM0484  STATE/COUNTY-  TX/HOPKINS
 DM0484  USGS QUAD   -  SULPHUR SPRINGS SE (1964)
 DM0484
 DM0484                         *CURRENT SURVEY CONTROL
 DM0484  ___________________________________________________________________
 DM0484* NAD 83(1986)-  33 06 31.     (N)    095 32 05.     (W)     SCALED    
 DM0484* NAVD 88     -       145.272  (meters)     476.61   (feet)  ADJUSTED  
 DM0484  ___________________________________________________________________
 DM0484  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DM0484  DYNAMIC HT  -         145.112 (meters)     476.09  (feet)  COMP
 DM0484  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 DM0484
 DM0484  VERT ORDER  -  FIRST     CLASS II
 DM0484
 DM0484.The horizontal coordinates were scaled from a topographic map and have
 DM0484.an estimated accuracy of +/- 6 seconds.
 DM0484
 DM0484.The orthometric height was determined by differential leveling
 DM0484.and adjusted by the National Geodetic Survey in June 1991..
 DM0484
 DM0484.The geoid height was determined by GEOID03.
 DM0484
 DM0484.The dynamic height is computed by dividing the NAVD 88
 DM0484.geopotential number by the normal gravity value computed on the
 DM0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0484.degrees latitude (g = 980.6199 gals.).
 DM0484
 DM0484.The modeled gravity was interpolated from observed gravity values.
 DM0484
 DM0484;                    North         East    Units  Estimated Accuracy
 DM0484;SPC TXNC     - 2,163,800.      876,700.      MT  (+/- 180 meters Scaled)
 DM0484
 DM0484                          SUPERSEDED SURVEY CONTROL
 DM0484
 DM0484  NGVD 29 (??/??/92)  145.272  (m)          476.61   (f) ADJ UNCH    1 2
 DM0484
 DM0484.Superseded values are not recommended for survey control.
 DM0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0484.See file dsdata.txt to determine how the superseded data were derived.
 DM0484
 DM0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS634661(NAD 83)
 DM0484_MARKER: DB = BENCH MARK DISK
 DM0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0484_STAMPING: P 1024 1954
 DM0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0484+STABILITY: SURFACE MOTION
 DM0484
 DM0484  HISTORY     - Date     Condition        Report By
 DM0484  HISTORY     - 1954     MONUMENTED       CGS
 DM0484  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 DM0484
 DM0484                          STATION DESCRIPTION
 DM0484
 DM0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0484'4.2 MI SE FROM SULPHUR SPRINGS.
 DM0484'4.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0484'STATION AT SULPHUR SPRINGS, 0.2 MILE NORTHWEST OF A ROAD CROSSING, 4
 DM0484'POLES NORTHWEST OF MILEPOST T - 136, 37 FEET NORTHEAST OF THE CENTER
 DM0484'LINE OF A DIRT ROAD, 34.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET
 DM0484'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DM0484'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 DM0484
 DM0484                          STATION RECOVERY (1995)
 DM0484
 DM0484'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0286 ***********************************************************************
 CR0286  DESIGNATION -  P 1025
 CR0286  PID         -  CR0286
 CR0286  STATE/COUNTY-  TX/WOOD
 CR0286  USGS QUAD   -  WINNSBORO (1980)
 CR0286
 CR0286                         *CURRENT SURVEY CONTROL
 CR0286  ___________________________________________________________________
 CR0286* NAD 83(1986)-  32 57 13.     (N)    095 15 49.     (W)     SCALED    
 CR0286* NAVD 88     -       156.443  (meters)     513.26   (feet)  ADJUSTED  
 CR0286  ___________________________________________________________________
 CR0286  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CR0286  DYNAMIC HT  -         156.268 (meters)     512.69  (feet)  COMP
 CR0286  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 CR0286
 CR0286  VERT ORDER  -  FIRST     CLASS II
 CR0286
 CR0286.The horizontal coordinates were scaled from a topographic map and have
 CR0286.an estimated accuracy of +/- 6 seconds.
 CR0286
 CR0286.The orthometric height was determined by differential leveling
 CR0286.and adjusted by the National Geodetic Survey in June 1991..
 CR0286
 CR0286.The geoid height was determined by GEOID03.
 CR0286
 CR0286.The dynamic height is computed by dividing the NAVD 88
 CR0286.geopotential number by the normal gravity value computed on the
 CR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0286.degrees latitude (g = 980.6199 gals.).
 CR0286
 CR0286.The modeled gravity was interpolated from observed gravity values.
 CR0286
 CR0286;                    North         East    Units  Estimated Accuracy
 CR0286;SPC TXNC     - 2,147,370.      902,520.      MT  (+/- 180 meters Scaled)
 CR0286
 CR0286                          SUPERSEDED SURVEY CONTROL
 CR0286
 CR0286  NGVD 29 (??/??/92)  156.446  (m)          513.27   (f) ADJ UNCH    1 2
 CR0286
 CR0286.Superseded values are not recommended for survey control.
 CR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0286.See file dsdata.txt to determine how the superseded data were derived.
 CR0286
 CR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS884484(NAD 83)
 CR0286_MARKER: DB = BENCH MARK DISK
 CR0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0286_STAMPING: P 1025 1954
 CR0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0286+STABILITY: SURFACE MOTION
 CR0286
 CR0286  HISTORY     - Date     Condition        Report By
 CR0286  HISTORY     - 1954     MONUMENTED       CGS
 CR0286  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CR0286
 CR0286                          STATION DESCRIPTION
 CR0286
 CR0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0286'1.6 MI E FROM WINNSBORO.
 CR0286'1.6 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0286'STATION AT WINNSBORO, 2 1/2 POLES WEST OF MILEPOST T - 116, 146 FEET
 CR0286'NORTHEAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 11, 41 FEET
 CR0286'NORTH OF THE NORTH RAIL, 5 FEET SOUTH OF A FENCE, 3 FEET WEST OF A
 CR0286'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CR0286'FOOT ABOVE THE GROUND.
 CR0286
 CR0286                          STATION RECOVERY (1995)
 CR0286
 CR0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4929 ***********************************************************************
 AW4929  DESIGNATION -  P 1026
 AW4929  PID         -  AW4929
 AW4929  STATE/COUNTY-  TX/WALLER
 AW4929  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW4929
 AW4929                         *CURRENT SURVEY CONTROL
 AW4929  ___________________________________________________________________
 AW4929* NAD 83(1986)-  29 55 03.     (N)    095 58 29.     (W)     SCALED    
 AW4929* NAVD 88     -        58.31   (+/-2cm)     191.3    (feet)  VERTCON   
 AW4929  ___________________________________________________________________
 AW4929  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW4929
 AW4929  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4929
 AW4929.The horizontal coordinates were scaled from a topographic map and have
 AW4929.an estimated accuracy of +/- 6 seconds.
 AW4929
 AW4929.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4929.The vertical order pertains to the NGVD 29 superseded value.
 AW4929
 AW4929.The geoid height was determined by GEOID03.
 AW4929
 AW4929;                    North         East    Units  Estimated Accuracy
 AW4929;SPC TXSC     - 4,234,760.      892,080.      MT  (+/- 180 meters Scaled)
 AW4929
 AW4929                          SUPERSEDED SURVEY CONTROL
 AW4929
 AW4929  NGVD 29 (??/??/92)   58.298  (m)          191.27   (f) ADJ UNCH    2 0
 AW4929
 AW4929.Superseded values are not recommended for survey control.
 AW4929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4929.See file dsdata.txt to determine how the superseded data were derived.
 AW4929
 AW4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP127133(NAD 83)
 AW4929_MARKER: DB = BENCH MARK DISK
 AW4929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4929_STAMPING: P 1026 1954
 AW4929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4929+STABILITY: SURFACE MOTION
 AW4929
 AW4929  HISTORY     - Date     Condition        Report By
 AW4929  HISTORY     - 1954     MONUMENTED       CGS
 AW4929  HISTORY     - 1967     GOOD             NGS
 AW4929
 AW4929                          STATION DESCRIPTION
 AW4929
 AW4929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW4929'14.2 MI SW FROM WALLER.
 AW4929'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW4929'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW4929'THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTH
 AW4929'ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD,
 AW4929'THENCE 1.0 MILE SOUTH ALONG FARM ROAD 362, THENCE 1.0 MILE WEST ALONG
 AW4929'A GRAVELED ROAD, 32 FEET SOUTH OF THE CENTER LINE OF AND EAST AND WEST
 AW4929'GRAVELED ROAD, 1.7 FEET NORTH OF A FENCE, 2.4 FEET EAST OF A WITNESS
 AW4929'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AW4929'THE GROUND.  NOTE-- IT IS AT THE AREA OF ROAD CONSTRUCTION AND IS IN
 AW4929'DANGER OF BEING DESTROYED.  A NEW BENCH MARK WAS SET IN THE NEAR
 AW4929'VICINITY AND ITS ELEVATION DETERMINED FROM THE OLD MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5044 ***********************************************************************
 AA5044  DESIGNATION -  P 1026 RESET
 AA5044  PID         -  AA5044
 AA5044  STATE/COUNTY-  TX/WALLER
 AA5044  USGS QUAD   -  HOCKLEY MOUND (1980)
 AA5044
 AA5044                         *CURRENT SURVEY CONTROL
 AA5044  ___________________________________________________________________
 AA5044* NAD 83(1986)-  29 55 03.     (N)    095 58 29.     (W)     SCALED    
 AA5044* NAVD 88     -        58.33   (+/-2cm)     191.4    (feet)  VERTCON   
 AA5044  ___________________________________________________________________
 AA5044  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AA5044
 AA5044  VERT ORDER  -  THIRD (See Below)
 AA5044
 AA5044.The horizontal coordinates were scaled from a topographic map and have
 AA5044.an estimated accuracy of +/- 6 seconds.
 AA5044
 AA5044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5044.The vertical order pertains to the NGVD 29 superseded value.
 AA5044
 AA5044.The geoid height was determined by GEOID03.
 AA5044
 AA5044;                    North         East    Units  Estimated Accuracy
 AA5044;SPC TXSC     - 4,234,760.      892,080.      MT  (+/- 180 meters Scaled)
 AA5044
 AA5044                          SUPERSEDED SURVEY CONTROL
 AA5044
 AA5044  NGVD 29 (01/29/03)   58.32   (m)          191.3    (f) RESET       3  
 AA5044
 AA5044.Superseded values are not recommended for survey control.
 AA5044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5044.See file dsdata.txt to determine how the superseded data were derived.
 AA5044
 AA5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP127133(NAD 83)
 AA5044_MARKER: DB = BENCH MARK DISK
 AA5044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5044_STAMPING: P 1026 RESET 1967
 AA5044_MARK LOGO: CGS   
 AA5044_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5044+STABILITY: SURFACE MOTION
 AA5044
 AA5044  HISTORY     - Date     Condition        Report By
 AA5044  HISTORY     - 1967     MONUMENTED       CGS
 AA5044
 AA5044                          STATION DESCRIPTION
 AA5044
 AA5044'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AA5044'ABOUT 1.15 MILES (1.85 KM) EAST ALONG US HIGHWAY 290 FROM TEXAS AND
 AA5044'NEW ORLEANS RAILWAY STATION IN WALLER, THENCE 6.0 MILES (9.7 KM) SOUTH
 AA5044'ALONG MATHIS ROAD, THENCE 0.9 MLE WEST, THENCE 2.1 MILES (3.4 KM)
 AA5044'SOUTH, THENCE 2.0 MILES (3.2 KM) WEST, THENCE 1.0 MILE (1.6 KM) SOUTH
 AA5044'ALONG 362, THENCE 1.0 MILE (1.6 KM) WEST ALONG FARM-TO-MARKET ROAD TO
 AA5044'SITE OF BENCH MARK, 8.5 FEET (2.6 M) NORTH OF CENTERLINE OF ROAD, 12
 AA5044'FEET (3.7 M) WEST OF CENTERLINE OF ROAD LEADING NORTH, 1 FOOT (0.3 M)
 AA5044'EAST OF FENCE AND 1 FOOT (0.3 M) NORTH OF A METAL WITNESS POST,
 AA5044'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0253 ***********************************************************************
 AX0253  DESIGNATION -  P 1027
 AX0253  PID         -  AX0253
 AX0253  STATE/COUNTY-  TX/AUSTIN
 AX0253  USGS QUAD   -  BURLEIGH (1981)
 AX0253
 AX0253                         *CURRENT SURVEY CONTROL
 AX0253  ___________________________________________________________________
 AX0253* NAD 83(1986)-  29 57 51.     (N)    096 07 54.     (W)     SCALED    
 AX0253* NAVD 88     -        41.88   (+/-2cm)     137.4    (feet)  VERTCON   
 AX0253  ___________________________________________________________________
 AX0253  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0253
 AX0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0253
 AX0253.The horizontal coordinates were scaled from a topographic map and have
 AX0253.an estimated accuracy of +/- 6 seconds.
 AX0253
 AX0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0253.The vertical order pertains to the NGVD 29 superseded value.
 AX0253
 AX0253.The geoid height was determined by GEOID03.
 AX0253
 AX0253;                    North         East    Units  Estimated Accuracy
 AX0253;SPC TXSC     - 4,239,550.      876,810.      MT  (+/- 180 meters Scaled)
 AX0253
 AX0253                          SUPERSEDED SURVEY CONTROL
 AX0253
 AX0253  NGVD 29 (??/??/92)   41.860  (m)          137.34   (f) ADJ UNCH    2 0
 AX0253
 AX0253.Superseded values are not recommended for survey control.
 AX0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0253.See file dsdata.txt to determine how the superseded data were derived.
 AX0253
 AX0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU768182(NAD 83)
 AX0253_MARKER: DB = BENCH MARK DISK
 AX0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0253_STAMPING: P 1027 1954
 AX0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0253+STABILITY: SURFACE MOTION
 AX0253
 AX0253  HISTORY     - Date     Condition        Report By
 AX0253  HISTORY     - 1954     MONUMENTED       CGS
 AX0253  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 AX0253
 AX0253                          STATION DESCRIPTION
 AX0253
 AX0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0253'5.1 MI S FROM COCHRAN.
 AX0253'3.0 MILES SOUTH ALONG A PAVED ROAD FROM THE ELEMENTARY SCHOOL AT
 AX0253'COCHRAN, THENCE 2.1 MILES SOUTH ALONG A GRAVELED ROAD, 24 FEET NORTH
 AX0253'OF THE CENTER LINE OF A GRAVELED ROAD, 1.3 FEET SOUTH OF A FENCE, 2.7
 AX0253'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AX0253'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AX0253
 AX0253                          STATION RECOVERY (1999)
 AX0253
 AX0253'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4637 ***********************************************************************
 AW4637  DESIGNATION -  P 1028
 AW4637  PID         -  AW4637
 AW4637  STATE/COUNTY-  TX/WALLER
 AW4637  USGS QUAD   -  BROOKSHIRE (1980)
 AW4637
 AW4637                         *CURRENT SURVEY CONTROL
 AW4637  ___________________________________________________________________
 AW4637* NAD 83(1986)-  29 49 17.     (N)    095 59 15.     (W)     SCALED    
 AW4637* NAVD 88     -        50.84   (+/-2cm)     166.8    (feet)  VERTCON   
 AW4637  ___________________________________________________________________
 AW4637  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4637
 AW4637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4637
 AW4637.The horizontal coordinates were scaled from a topographic map and have
 AW4637.an estimated accuracy of +/- 6 seconds.
 AW4637
 AW4637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4637.The vertical order pertains to the NGVD 29 superseded value.
 AW4637
 AW4637.The geoid height was determined by GEOID03.
 AW4637
 AW4637;                    North         East    Units  Estimated Accuracy
 AW4637;SPC TXSC     - 4,224,080.      891,120.      MT  (+/- 180 meters Scaled)
 AW4637
 AW4637                          SUPERSEDED SURVEY CONTROL
 AW4637
 AW4637  NGVD 29 (??/??/92)   50.824  (m)          166.75   (f) ADJ UNCH    2 0
 AW4637
 AW4637.Superseded values are not recommended for survey control.
 AW4637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4637.See file dsdata.txt to determine how the superseded data were derived.
 AW4637
 AW4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP112027(NAD 83)
 AW4637_MARKER: DB = BENCH MARK DISK
 AW4637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4637_STAMPING: P 1028 1954
 AW4637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4637+STABILITY: SURFACE MOTION
 AW4637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4637+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AW4637
 AW4637  HISTORY     - Date     Condition        Report By
 AW4637  HISTORY     - 1954     MONUMENTED       CGS
 AW4637  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AW4637  HISTORY     - 20041016 GOOD             USPSQD
 AW4637
 AW4637                          STATION DESCRIPTION
 AW4637
 AW4637'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW4637'3.2 MI NW FROM BROOKSHIRE.
 AW4637'0.2 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 AW4637'FROM THE STATION AT BROOKSHIRE, THENCE 3.0 MILES NORTHWEST ALONG FARM
 AW4637'ROAD 359, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 0.4
 AW4637'MILE NORTHWEST OF THE PATTISON CHURCH, 1.4 FEET NORTHEAST OF A FENCE,
 AW4637'3.2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AW4637'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AW4637
 AW4637                          STATION RECOVERY (1992)
 AW4637
 AW4637'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW4637'MARK NOT FOUND.
 AW4637
 AW4637                          STATION RECOVERY (2004)
 AW4637
 AW4637'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4637'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0230 ***********************************************************************
 AX0230  DESIGNATION -  P 1029 RESET 1957
 AX0230  PID         -  AX0230
 AX0230  STATE/COUNTY-  TX/AUSTIN
 AX0230  USGS QUAD   -  BURLEIGH (1981)
 AX0230
 AX0230                         *CURRENT SURVEY CONTROL
 AX0230  ___________________________________________________________________
 AX0230* NAD 83(1986)-  29 58 36.     (N)    096 13 08.     (W)     SCALED    
 AX0230* NAVD 88     -        59.78   (+/-2cm)     196.1    (feet)  VERTCON   
 AX0230  ___________________________________________________________________
 AX0230  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0230
 AX0230  VERT ORDER  -  THIRD (See Below)
 AX0230
 AX0230.The horizontal coordinates were scaled from a topographic map and have
 AX0230.an estimated accuracy of +/- 6 seconds.
 AX0230
 AX0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0230.The vertical order pertains to the NGVD 29 superseded value.
 AX0230
 AX0230.The geoid height was determined by GEOID03.
 AX0230
 AX0230;                    North         East    Units  Estimated Accuracy
 AX0230;SPC TXSC     - 4,240,730.      868,360.      MT  (+/- 180 meters Scaled)
 AX0230
 AX0230                          SUPERSEDED SURVEY CONTROL
 AX0230
 AX0230  NGVD 29 (??/??/??)   59.76   (m)          196.1    (f) RESET       3  
 AX0230
 AX0230.Superseded values are not recommended for survey control.
 AX0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0230.See file dsdata.txt to determine how the superseded data were derived.
 AX0230
 AX0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU683194(NAD 83)
 AX0230_MARKER: DB = BENCH MARK DISK
 AX0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0230_STAMPING: P 1029 RESET 1957
 AX0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0230+STABILITY: SURFACE MOTION
 AX0230
 AX0230  HISTORY     - Date     Condition        Report By
 AX0230  HISTORY     - 1957     MONUMENTED       CGS
 AX0230  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AX0230
 AX0230                          STATION DESCRIPTION
 AX0230
 AX0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AX0230'3.0 MI NE FROM BELLVILLE.
 AX0230'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY NO. 159 FROM THE
 AX0230'JUNCTION WITH HIGHWAY NO. 36, IN BELLVILLE, ABOUT 0.05 MILE WEST OF A
 AX0230'CONCRETE BRIDGE, 12 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY LINE
 AX0230'OF THE HIGHWAY AND IN A POWER POLE LINE, IN OPEN PASTURE AREA.  A
 AX0230'STANDARD DISK STAMPED P 1029 RESET 1957 IN A CONCRETE POST WHICH
 AX0230'PROJECTS ABOUT 4 INCHES AND ABOUT 2 FEET SOUTHWEST OF A 4 X 4 POST.
 AX0230
 AX0230                          STATION RECOVERY (1999)
 AX0230
 AX0230'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0016 ***********************************************************************
 BO0016  DESIGNATION -  P 103
 BO0016  PID         -  BO0016
 BO0016  STATE/COUNTY-  TX/SUTTON
 BO0016  USGS QUAD   -  LIVE OAK DRAW (1982)
 BO0016
 BO0016                         *CURRENT SURVEY CONTROL
 BO0016  ___________________________________________________________________
 BO0016* NAD 83(1986)-  30 28 24.     (N)    100 18 13.     (W)     SCALED    
 BO0016* NAVD 88     -       704.019  (meters)    2309.77   (feet)  POSTED    
 BO0016  ___________________________________________________________________
 BO0016  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BO0016  DYNAMIC HT  -         703.010 (meters)    2306.46  (feet)  COMP
 BO0016  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 BO0016
 BO0016  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0016
 BO0016.The horizontal coordinates were scaled from a topographic map and have
 BO0016.an estimated accuracy of +/- 6 seconds.
 BO0016
 BO0016.The orthometric height was determined by differential leveling
 BO0016.and adjusted by the National Geodetic Survey in 1992..
 BO0016.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0016.rate of 1.1 thru 2.0 mm/km.
 BO0016
 BO0016.The geoid height was determined by GEOID03.
 BO0016
 BO0016.The dynamic height is computed by dividing the NAVD 88
 BO0016.geopotential number by the normal gravity value computed on the
 BO0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0016.degrees latitude (g = 980.6199 gals.).
 BO0016
 BO0016.The modeled gravity was interpolated from observed gravity values.
 BO0016
 BO0016;                    North         East    Units  Estimated Accuracy
 BO0016;SPC TX C     - 3,089,420.      702,850.      MT  (+/- 180 meters Scaled)
 BO0016
 BO0016                          SUPERSEDED SURVEY CONTROL
 BO0016
 BO0016  NGVD 29 (??/??/92)  703.901  (m)         2309.38   (f) ADJ UNCH    1 2
 BO0016
 BO0016.Superseded values are not recommended for survey control.
 BO0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0016.See file dsdata.txt to determine how the superseded data were derived.
 BO0016
 BO0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU748719(NAD 83)
 BO0016_MARKER: DB = BENCH MARK DISK
 BO0016_SETTING: 66 = SET IN ROCK OUTCROP
 BO0016_SP_SET: BEDROCK
 BO0016_STAMPING: P 103 1932
 BO0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0016+STABILITY: POSITION/ELEVATION WELL
 BO0016
 BO0016  HISTORY     - Date     Condition        Report By
 BO0016  HISTORY     - 1932     MONUMENTED       CGS
 BO0016  HISTORY     - 1958     GOOD             NGS
 BO0016
 BO0016                          STATION DESCRIPTION
 BO0016
 BO0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0016'22.75 MI E FROM SONORA.
 BO0016'ABOUT 22.65 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION
 BO0016'OF 3RD STREET AND CROCKETT AVENUE IN SONORA, THENCE 0.1 MILE NORTH
 BO0016'ALONG THE OLD HIGHWAY FROM THE CROSSING.  IN TOP OF BEDROCK AND
 BO0016'SURROUNDED BY A CIRCLE OF LOOSE ROCK, 44 FEET EAST OF THE CENTER LINE
 BO0016'OF THE OLD HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0178 ***********************************************************************
 BM0178  DESIGNATION -  P 1030
 BM0178  PID         -  BM0178
 BM0178  STATE/COUNTY-  TX/AUSTIN
 BM0178  USGS QUAD   -  KENNEY (1989)
 BM0178
 BM0178                         *CURRENT SURVEY CONTROL
 BM0178  ___________________________________________________________________
 BM0178* NAD 83(1986)-  30 02 30.     (N)    096 18 42.     (W)     SCALED    
 BM0178* NAVD 88     -       106.40   (+/-2cm)     349.1    (feet)  VERTCON   
 BM0178  ___________________________________________________________________
 BM0178  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BM0178
 BM0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0178
 BM0178.The horizontal coordinates were scaled from a topographic map and have
 BM0178.an estimated accuracy of +/- 6 seconds.
 BM0178
 BM0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0178.The vertical order pertains to the NGVD 29 superseded value.
 BM0178
 BM0178.The geoid height was determined by GEOID03.
 BM0178
 BM0178;                    North         East    Units  Estimated Accuracy
 BM0178;SPC TXSC     - 4,247,730.      859,240.      MT  (+/- 180 meters Scaled)
 BM0178
 BM0178                          SUPERSEDED SURVEY CONTROL
 BM0178
 BM0178  NGVD 29 (??/??/92)  106.369  (m)          348.98   (f) ADJ UNCH    2 0
 BM0178
 BM0178.Superseded values are not recommended for survey control.
 BM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0178.See file dsdata.txt to determine how the superseded data were derived.
 BM0178
 BM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU592264(NAD 83)
 BM0178_MARKER: DB = BENCH MARK DISK
 BM0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0178_STAMPING: P 1030 1954
 BM0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0178+STABILITY: SURFACE MOTION
 BM0178
 BM0178  HISTORY     - Date     Condition        Report By
 BM0178  HISTORY     - 1954     MONUMENTED       CGS
 BM0178  HISTORY     - 19910726 GOOD             USPSQD
 BM0178  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0178
 BM0178                          STATION DESCRIPTION
 BM0178
 BM0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0178'0.6 MI SE FROM KENNEY.
 BM0178'0.6 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BM0178'THE STATION AT KENNEY, 92 FEET NORTHEAST OF THE CENTER OF A GRAVELED
 BM0178'ROAD CROSSING, 25 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 20 FEET
 BM0178'NORTHEAST OF THE CENTER OF A WOODEN GATE, 1.3 FEET NORTHWEST OF A
 BM0178'FENCE, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BM0178'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0178
 BM0178                          STATION RECOVERY (1991)
 BM0178
 BM0178'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0178'RECOVERED IN GOOD CONDITION.
 BM0178
 BM0178                          STATION RECOVERY (1999)
 BM0178
 BM0178'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1532 ***********************************************************************
 BL1532  DESIGNATION -  P 1031
 BL1532  PID         -  BL1532
 BL1532  STATE/COUNTY-  TX/WALLER
 BL1532  USGS QUAD   -  WALLER NW (1980)
 BL1532
 BL1532                         *CURRENT SURVEY CONTROL
 BL1532  ___________________________________________________________________
 BL1532* NAD 83(1986)-  30 10 29.     (N)    095 57 26.     (W)     SCALED    
 BL1532* NAVD 88     -        93.81   (+/-2cm)     307.8    (feet)  VERTCON   
 BL1532  ___________________________________________________________________
 BL1532  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL1532
 BL1532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1532
 BL1532.The horizontal coordinates were scaled from a topographic map and have
 BL1532.an estimated accuracy of +/- 6 seconds.
 BL1532
 BL1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1532.The vertical order pertains to the NGVD 29 superseded value.
 BL1532
 BL1532.The geoid height was determined by GEOID03.
 BL1532
 BL1532;                    North         East    Units  Estimated Accuracy
 BL1532;SPC TXSC     - 4,263,310.      893,030.      MT  (+/- 180 meters Scaled)
 BL1532
 BL1532                          SUPERSEDED SURVEY CONTROL
 BL1532
 BL1532  NGVD 29 (??/??/92)   93.792  (m)          307.72   (f) ADJ UNCH    2 0
 BL1532
 BL1532.Superseded values are not recommended for survey control.
 BL1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1532.See file dsdata.txt to determine how the superseded data were derived.
 BL1532
 BL1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP152418(NAD 83)
 BL1532_MARKER: DB = BENCH MARK DISK
 BL1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1532_STAMPING: P 1031 1954
 BL1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1532+STABILITY: SURFACE MOTION
 BL1532
 BL1532  HISTORY     - Date     Condition        Report By
 BL1532  HISTORY     - 1954     MONUMENTED       CGS
 BL1532
 BL1532                          STATION DESCRIPTION
 BL1532
 BL1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1532'8.15 MI E FROM HOWTH.
 BL1532'0.35 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL1532'STATION SIGN AT HOWTH, THENCE 0.45 MILE EAST ALONG FARM ROAD 1736,
 BL1532'THENCE 4.4 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH
 BL1532'ALONG A GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD,
 BL1532'THENCE 0.45 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.35 MILES
 BL1532'EAST ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE NORTH ALONG AN OILED
 BL1532'ROAD, THENCE 0.65 MILE EAST ALONG A GRADED DIRT ROAD, 192 FEET WEST OF
 BL1532'A SMALL CULVERT, 19 FEET NORTH OF THE CENTER LINE OF A ROAD, 18 FEET
 BL1532'EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 0.7 FOOT
 BL1532'SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BL1532'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0093 ***********************************************************************
 BM0093  DESIGNATION -  P 1032
 BM0093  PID         -  BM0093
 BM0093  STATE/COUNTY-  TX/WALLER
 BM0093  USGS QUAD   -  BUCKHORN (1989)
 BM0093
 BM0093                         *CURRENT SURVEY CONTROL
 BM0093  ___________________________________________________________________
 BM0093* NAD 83(1986)-  30 07 00.     (N)    096 10 19.     (W)     SCALED    
 BM0093* NAVD 88     -        49.30   (+/-2cm)     161.7    (feet)  VERTCON   
 BM0093  ___________________________________________________________________
 BM0093  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BM0093
 BM0093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0093
 BM0093.The horizontal coordinates were scaled from a topographic map and have
 BM0093.an estimated accuracy of +/- 6 seconds.
 BM0093
 BM0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0093.The vertical order pertains to the NGVD 29 superseded value.
 BM0093
 BM0093.The geoid height was determined by GEOID03.
 BM0093
 BM0093;                    North         East    Units  Estimated Accuracy
 BM0093;SPC TXSC     - 4,256,360.      872,510.      MT  (+/- 180 meters Scaled)
 BM0093
 BM0093                          SUPERSEDED SURVEY CONTROL
 BM0093
 BM0093  NGVD 29 (??/??/92)   49.278  (m)          161.67   (f) ADJ UNCH    2 0
 BM0093
 BM0093.Superseded values are not recommended for survey control.
 BM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0093.See file dsdata.txt to determine how the superseded data were derived.
 BM0093
 BM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU724350(NAD 83)
 BM0093_MARKER: DB = BENCH MARK DISK
 BM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0093_STAMPING: P 1032 1954
 BM0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0093+STABILITY: SURFACE MOTION
 BM0093
 BM0093  HISTORY     - Date     Condition        Report By
 BM0093  HISTORY     - 1954     MONUMENTED       CGS
 BM0093
 BM0093                          STATION DESCRIPTION
 BM0093
 BM0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0093'5.9 MI W FROM HEMPSTEAD.
 BM0093'5.9 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0093'STATION AT HEMPSTEAD, 79 FEET NORTH OF MILEPOST 6, 39.4 FEET NORTH OF
 BM0093'THE NORTH RAIL, 52 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 BM0093'CROSSING, 41 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 3 FEET
 BM0093'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0093'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1514 ***********************************************************************
 BL1514  DESIGNATION -  P 1033
 BL1514  PID         -  BL1514
 BL1514  STATE/COUNTY-  TX/GRIMES
 BL1514  USGS QUAD   -  STONEHAM (1961)
 BL1514
 BL1514                         *CURRENT SURVEY CONTROL
 BL1514  ___________________________________________________________________
 BL1514* NAD 83(1986)-  30 17 08.     (N)    095 52 48.     (W)     SCALED    
 BL1514* NAVD 88     -       118.02   (+/-2cm)     387.2    (feet)  VERTCON   
 BL1514  ___________________________________________________________________
 BL1514  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1514
 BL1514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1514
 BL1514.The horizontal coordinates were scaled from a topographic map and have
 BL1514.an estimated accuracy of +/- 6 seconds.
 BL1514
 BL1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1514.The vertical order pertains to the NGVD 29 superseded value.
 BL1514
 BL1514.The geoid height was determined by GEOID03.
 BL1514
 BL1514;                    North         East    Units  Estimated Accuracy
 BL1514;SPC TX C     - 3,077,180.    1,128,320.      MT  (+/- 180 meters Scaled)
 BL1514
 BL1514                          SUPERSEDED SURVEY CONTROL
 BL1514
 BL1514  NGVD 29 (??/??/92)  117.999  (m)          387.14   (f) ADJ UNCH    2 0
 BL1514
 BL1514.Superseded values are not recommended for survey control.
 BL1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1514.See file dsdata.txt to determine how the superseded data were derived.
 BL1514
 BL1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP229539(NAD 83)
 BL1514_MARKER: DB = BENCH MARK DISK
 BL1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1514_STAMPING: P 1033 1954
 BL1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1514+STABILITY: SURFACE MOTION
 BL1514
 BL1514  HISTORY     - Date     Condition        Report By
 BL1514  HISTORY     - 1954     MONUMENTED       CGS
 BL1514  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1514
 BL1514                          STATION DESCRIPTION
 BL1514
 BL1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1514'9.9 MI W FROM MAGNOLIA.
 BL1514'7.0 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1514'RAILROAD FROM THE STATION AT MAGNOLIA, THENCE 2.9 MILES WEST ALONG A
 BL1514'TRACK ROAD, 79 FEET EAST OF THE NORTHEAST CORNER OF A SMALL CABIN, 70
 BL1514'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 66 FEET NORTHEAST OF
 BL1514'THE NORTHEAST CORNER OF A CORRAL, 3 FEET NORTH OF A WITNESS POST, SET
 BL1514'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BL1514'GROUND.
 BL1514
 BL1514                          STATION RECOVERY (1999)
 BL1514
 BL1514'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0712 ***********************************************************************
 BM0712  DESIGNATION -  P 1034
 BM0712  PID         -  BM0712
 BM0712  STATE/COUNTY-  TX/WILLIAMSON
 BM0712  USGS QUAD   -  ROUND ROCK (1987)
 BM0712
 BM0712                         *CURRENT SURVEY CONTROL
 BM0712  ___________________________________________________________________
 BM0712* NAD 83(1986)-  30 33 16.     (N)    097 42 00.     (W)     SCALED    
 BM0712* NAVD 88     -       231.85   (+/-2cm)     760.7    (feet)  VERTCON   
 BM0712  ___________________________________________________________________
 BM0712  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM0712
 BM0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0712
 BM0712.The horizontal coordinates were scaled from a topographic map and have
 BM0712.an estimated accuracy of +/- 6 seconds.
 BM0712
 BM0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0712.The vertical order pertains to the NGVD 29 superseded value.
 BM0712
 BM0712.The geoid height was determined by GEOID03.
 BM0712
 BM0712;                    North         East    Units  Estimated Accuracy
 BM0712;SPC TX C     - 3,101,410.      952,610.      MT  (+/- 180 meters Scaled)
 BM0712
 BM0712                          SUPERSEDED SURVEY CONTROL
 BM0712
 BM0712  NGVD 29 (??/??/92)  231.773  (m)          760.41   (f) ADJ UNCH    2 0
 BM0712
 BM0712.Superseded values are not recommended for survey control.
 BM0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0712.See file dsdata.txt to determine how the superseded data were derived.
 BM0712
 BM0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU246809(NAD 83)
 BM0712_MARKER: DB = BENCH MARK DISK
 BM0712_SETTING: 80 = SET IN A BOULDER
 BM0712_SP_SET: BOULDER
 BM0712_STAMPING: P 1034 1954
 BM0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0712+STABILITY: SURFACE MOTION
 BM0712
 BM0712  HISTORY     - Date     Condition        Report By
 BM0712  HISTORY     - 1954     MONUMENTED       CGS
 BM0712  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0712
 BM0712                          STATION DESCRIPTION
 BM0712
 BM0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0712'4.35 MI N FROM ROUND ROCK.
 BM0712'4.35 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0712'FROM THE STATION AT ROUND ROCK, 103 FEET NORTHWEST OF THE 2ND POLE
 BM0712'NORTH OF MILEPOST 4, 124 FEET NORTHWEST OF THE CENTER OF A CATTLE
 BM0712'GUARD, 56 FEET WEST OF THE WEST RAIL, 1.05 MILES SOUTH OF BENCH MARK H
 BM0712'328, FLUSH WITH THE GROUND, SET IN THE TOP OF A LARGE LIMESTONE
 BM0712'BOULDER.
 BM0712
 BM0712                          STATION RECOVERY (1980)
 BM0712
 BM0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0712'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0197 ***********************************************************************
 DN0197  DESIGNATION -  P 1035
 DN0197  PID         -  DN0197
 DN0197  STATE/COUNTY-  TX/COLLIN
 DN0197  USGS QUAD   -  FARMERSVILLE (1962)
 DN0197
 DN0197                         *CURRENT SURVEY CONTROL
 DN0197  ___________________________________________________________________
 DN0197* NAD 83(1986)-  33 09 20.     (N)    096 18 30.     (W)     SCALED    
 DN0197* NAVD 88     -       185.065  (meters)     607.17   (feet)  ADJUSTED  
 DN0197  ___________________________________________________________________
 DN0197  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0197  DYNAMIC HT  -         184.864 (meters)     606.51  (feet)  COMP
 DN0197  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 DN0197
 DN0197  VERT ORDER  -  SECOND    CLASS 0
 DN0197
 DN0197.The horizontal coordinates were scaled from a topographic map and have
 DN0197.an estimated accuracy of +/- 6 seconds.
 DN0197
 DN0197.The orthometric height was determined by differential leveling
 DN0197.and adjusted by the National Geodetic Survey in June 1991..
 DN0197
 DN0197.The geoid height was determined by GEOID03.
 DN0197
 DN0197.The dynamic height is computed by dividing the NAVD 88
 DN0197.geopotential number by the normal gravity value computed on the
 DN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0197.degrees latitude (g = 980.6199 gals.).
 DN0197
 DN0197.The modeled gravity was interpolated from observed gravity values.
 DN0197
 DN0197;                    North         East    Units  Estimated Accuracy
 DN0197;SPC TXNC     - 2,167,240.      804,420.      MT  (+/- 180 meters Scaled)
 DN0197
 DN0197                          SUPERSEDED SURVEY CONTROL
 DN0197
 DN0197  NGVD 29 (??/??/92)  185.030  (m)          607.05   (f) ADJ UNCH    2 0
 DN0197
 DN0197.Superseded values are not recommended for survey control.
 DN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0197.See file dsdata.txt to determine how the superseded data were derived.
 DN0197
 DN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB510717(NAD 83)
 DN0197_MARKER: DB = BENCH MARK DISK
 DN0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0197_STAMPING: P 1035 1954
 DN0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0197+STABILITY: SURFACE MOTION
 DN0197
 DN0197  HISTORY     - Date     Condition        Report By
 DN0197  HISTORY     - 1954     MONUMENTED       CGS
 DN0197  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0197  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0197
 DN0197                          STATION DESCRIPTION
 DN0197
 DN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0197'3.1 MI E FROM FARMERSVILLE.
 DN0197'3.1 MILES EAST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0197'THE STATION AT FARMERSVILLE, 4 POLES WEST OF MILEPOST 182, 42 FEET
 DN0197'SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 35.7 FEET SOUTH OF
 DN0197'THE SOUTH RAIL, 12 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET EAST OF
 DN0197'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 DN0197'FOOT ABOVE THE GROUND, 0.85 MILE WEST OF BENCH MARK S 1035.
 DN0197
 DN0197                          STATION RECOVERY (1994)
 DN0197
 DN0197'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0197'MARK NOT FOUND.
 DN0197
 DN0197                          STATION RECOVERY (2005)
 DN0197
 DN0197'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0256 ***********************************************************************
 BL0256  DESIGNATION -  P 1036
 BL0256  PID         -  BL0256
 BL0256  STATE/COUNTY-  TX/ORANGE
 BL0256  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0256
 BL0256                         *CURRENT SURVEY CONTROL
 BL0256  ___________________________________________________________________
 BL0256* NAD 83(1986)-  30 06 07.     (N)    094 00 24.     (W)     SCALED    
 BL0256* NAVD 88     -         5.059  (meters)      16.60   (feet)  ADJUSTED  
 BL0256  ___________________________________________________________________
 BL0256  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0256  DYNAMIC HT  -           5.052 (meters)      16.57  (feet)  COMP
 BL0256  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BL0256
 BL0256  VERT ORDER  -  FIRST     CLASS I
 BL0256
 BL0256.The horizontal coordinates were scaled from a topographic map and have
 BL0256.an estimated accuracy of +/- 6 seconds.
 BL0256
 BL0256.The orthometric height was determined by differential leveling
 BL0256.and adjusted by the National Geodetic Survey in June 1991..
 BL0256
 BL0256.The geoid height was determined by GEOID03.
 BL0256
 BL0256.The dynamic height is computed by dividing the NAVD 88
 BL0256.geopotential number by the normal gravity value computed on the
 BL0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0256.degrees latitude (g = 980.6199 gals.).
 BL0256
 BL0256.The modeled gravity was interpolated from observed gravity values.
 BL0256
 BL0256;                    North         East    Units  Estimated Accuracy
 BL0256;SPC TX C     - 3,065,590.    1,309,490.      MT  (+/- 180 meters Scaled)
 BL0256
 BL0256                          SUPERSEDED SURVEY CONTROL
 BL0256
 BL0256  NGVD 29 (??/??/??)    5.032  (m)           16.51   (f) ADJUSTED    1 1
 BL0256
 BL0256.Superseded values are not recommended for survey control.
 BL0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0256.See file dsdata.txt to determine how the superseded data were derived.
 BL0256
 BL0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP030305(NAD 83)
 BL0256_MARKER: DB = BENCH MARK DISK
 BL0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0256_SP_SET: CONCRETE POST
 BL0256_STAMPING: P 1036 1955
 BL0256_MARK LOGO: CGS   
 BL0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0256+STABILITY: SURFACE MOTION
 BL0256
 BL0256  HISTORY     - Date     Condition        Report By
 BL0256  HISTORY     - 1955     MONUMENTED       CGS
 BL0256  HISTORY     - 1972     GOOD             NGS
 BL0256  HISTORY     - 1986     GOOD             NGS
 BL0256  HISTORY     - 19890821 GOOD             USPSQD
 BL0256  HISTORY     - 19890909 GOOD             USPSQD
 BL0256  HISTORY     - 19910817 GOOD             USPSQD
 BL0256  HISTORY     - 19930202 GOOD             USPSQD
 BL0256  HISTORY     - 20010331 GOOD             USPSQD
 BL0256
 BL0256                          STATION DESCRIPTION
 BL0256
 BL0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0256'5.45 MI E FROM BEAUMONT.
 BL0256'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BL0256'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BL0256'BEAUMONT, THENCE 4.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BL0256'119 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF FARM ROAD NO. 105
 BL0256'AND THE MAIN TRACK, 106 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 BL0256'TRACK, 142 FEET NORTH OF POWER POLE NO. 1801, 40 FEET EAST OF THE
 BL0256'CENTER LINE OF FARM ROAD 105, 38 FEET SOUTH OF THE CENTER LINE OF A
 BL0256'GRAVEL ROAD LEADING EAST, 0.8 FOOT EAST OF A METAL WITNESS POST, 2
 BL0256'FEET BELOW THE LEVEL OF THE FARM ROAD, SET IN THE TOP OF A CONCRETE
 BL0256'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND. NOTE-- MARK MAY
 BL0256'BE REACHED FROM THE CITY HALL AT VIDOR, TEXAS BY GOING 1.7 MILES SOUTH
 BL0256'ALONG FARM ROAD 105.
 BL0256
 BL0256                          STATION RECOVERY (1986)
 BL0256
 BL0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0256'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BL0256'THE MARK IS 1.2 METERS (4.0 FT) WEST OF A CHAIN LINK FENCE AND
 BL0256'2.3 METERS (7.6 FT) WEST OF A FENCE CORNER.
 BL0256
 BL0256                          STATION RECOVERY (1989)
 BL0256
 BL0256'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0256'RECOVERED IN GOOD CONDITION.
 BL0256
 BL0256                          STATION RECOVERY (1989)
 BL0256
 BL0256'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0256'RECOVERED IN GOOD CONDITION.
 BL0256
 BL0256                          STATION RECOVERY (1991)
 BL0256
 BL0256'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0256'RECOVERED IN GOOD CONDITION.
 BL0256
 BL0256                          STATION RECOVERY (1993)
 BL0256
 BL0256'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0256'RECOVERED IN GOOD CONDITION.
 BL0256
 BL0256                          STATION RECOVERY (2001)
 BL0256
 BL0256'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRM)
 BL0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0267 ***********************************************************************
 EO0267  DESIGNATION -  P 1037
 EO0267  PID         -  EO0267
 EO0267  STATE/COUNTY-  TX/PARMER
 EO0267  USGS QUAD   -  FARWELL (1985)
 EO0267
 EO0267                         *CURRENT SURVEY CONTROL
 EO0267  ___________________________________________________________________
 EO0267* NAD 83(1986)-  34 23 47.     (N)    103 01 59.     (W)     SCALED    
 EO0267* NAVD 88     -      1262.004  (meters)    4140.42   (feet)  ADJUSTED  
 EO0267  ___________________________________________________________________
 EO0267  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 EO0267  DYNAMIC HT  -        1260.349 (meters)    4134.99  (feet)  COMP
 EO0267  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 EO0267
 EO0267  VERT ORDER  -  FIRST     CLASS II
 EO0267
 EO0267.The horizontal coordinates were scaled from a topographic map and have
 EO0267.an estimated accuracy of +/- 6 seconds.
 EO0267
 EO0267.The orthometric height was determined by differential leveling
 EO0267.and adjusted by the National Geodetic Survey in June 1991..
 EO0267
 EO0267.The geoid height was determined by GEOID03.
 EO0267
 EO0267.The dynamic height is computed by dividing the NAVD 88
 EO0267.geopotential number by the normal gravity value computed on the
 EO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0267.degrees latitude (g = 980.6199 gals.).
 EO0267
 EO0267.The modeled gravity was interpolated from observed gravity values.
 EO0267
 EO0267;                    North         East    Units  Estimated Accuracy
 EO0267;SPC TX N     - 1,045,070.       59,030.      MT  (+/- 180 meters Scaled)
 EO0267
 EO0267                          SUPERSEDED SURVEY CONTROL
 EO0267
 EO0267  NGVD 29 (??/??/92) 1261.408  (m)         4138.47   (f) ADJ UNCH    1 2
 EO0267
 EO0267.Superseded values are not recommended for survey control.
 EO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0267.See file dsdata.txt to determine how the superseded data were derived.
 EO0267
 EO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU808078(NAD 83)
 EO0267_MARKER: DB = BENCH MARK DISK
 EO0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0267_STAMPING: P 1037 1958
 EO0267_MARK LOGO: CGS   
 EO0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0267+STABILITY: SURFACE MOTION
 EO0267
 EO0267  HISTORY     - Date     Condition        Report By
 EO0267  HISTORY     - 1958     MONUMENTED       CGS
 EO0267  HISTORY     - 1984     GOOD             NGS
 EO0267
 EO0267                          STATION DESCRIPTION
 EO0267
 EO0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0267'1.05 MI NE FROM TEXICO, NM.
 EO0267'ABOUT 1.05 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0267'FROM THE STATION AT TEXICO, NEW MEXICO, 20 POLES NORTHEAST OF MILE
 EO0267'POST 647, 66 FEET SOUTH OF THE 4TH TELEPHONE POLE SOUTHWEST OF A ROAD
 EO0267'CROSSING, 79 FEET SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, 20
 EO0267'FEET SOUTHWEST OF A TELEPHONE POLE, 3 1/2 FEET NORTHEAST OF A FENCE
 EO0267'CORNER, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 EO0267'BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 EO0267'INCHES.
 EO0267
 EO0267                          STATION RECOVERY (1984)
 EO0267
 EO0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0204 ***********************************************************************
 EO0204  DESIGNATION -  P 1038
 EO0204  PID         -  EO0204
 EO0204  STATE/COUNTY-  TX/PARMER
 EO0204  USGS QUAD   -  HUB (1965)
 EO0204
 EO0204                         *CURRENT SURVEY CONTROL
 EO0204  ___________________________________________________________________
 EO0204* NAD 83(1986)-  34 37 01.     (N)    102 44 59.     (W)     SCALED    
 EO0204* NAVD 88     -      1239.489  (meters)    4066.56   (feet)  ADJUSTED  
 EO0204  ___________________________________________________________________
 EO0204  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 EO0204  DYNAMIC HT  -        1237.885 (meters)    4061.29  (feet)  COMP
 EO0204  MODELED GRAV-     979,297.6   (mgal)                       NAVD 88
 EO0204
 EO0204  VERT ORDER  -  FIRST     CLASS II
 EO0204
 EO0204.The horizontal coordinates were scaled from a topographic map and have
 EO0204.an estimated accuracy of +/- 6 seconds.
 EO0204
 EO0204.The orthometric height was determined by differential leveling
 EO0204.and adjusted by the National Geodetic Survey in June 1991..
 EO0204
 EO0204.The geoid height was determined by GEOID03.
 EO0204
 EO0204.The dynamic height is computed by dividing the NAVD 88
 EO0204.geopotential number by the normal gravity value computed on the
 EO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0204.degrees latitude (g = 980.6199 gals.).
 EO0204
 EO0204.The modeled gravity was interpolated from observed gravity values.
 EO0204
 EO0204;                    North         East    Units  Estimated Accuracy
 EO0204;SPC TX N     - 1,069,170.       85,390.      MT  (+/- 180 meters Scaled)
 EO0204
 EO0204                          SUPERSEDED SURVEY CONTROL
 EO0204
 EO0204  NGVD 29 (??/??/92) 1238.930  (m)         4064.72   (f) ADJ UNCH    1 2
 EO0204
 EO0204.Superseded values are not recommended for survey control.
 EO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0204.See file dsdata.txt to determine how the superseded data were derived.
 EO0204
 EO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU063328(NAD 83)
 EO0204_MARKER: DB = BENCH MARK DISK
 EO0204_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EO0204_SP_SET: 25 FEET
 EO0204_STAMPING: P 1038 1958
 EO0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0204
 EO0204  HISTORY     - Date     Condition        Report By
 EO0204  HISTORY     - 1958     MONUMENTED       CGS
 EO0204  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0204
 EO0204                          STATION DESCRIPTION
 EO0204
 EO0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0204'2.1 MI SW FROM FRIONA.
 EO0204'ABOUT 2.1 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0204'FROM THE STATION AT FRIONA, 2 TELEPHONE POLES NORTHEAST OF MILE POST
 EO0204'624, 53 FEET NORTHWEST OF THE NEAR RAIL, 5 FEET EAST OF A FENCE
 EO0204'CORNER, 3 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A WHITE
 EO0204'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE TRACK, AND ON THE TOP OF A
 EO0204'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 25 FEET AND
 EO0204'IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
 EO0204
 EO0204                          STATION RECOVERY (1984)
 EO0204
 EO0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0204'NOTE=THERE IS A NEW SPUR TRACK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0056 ***********************************************************************
 EO0056  DESIGNATION -  P 1039
 EO0056  PID         -  EO0056
 EO0056  STATE/COUNTY-  TX/DEAF SMITH
 EO0056  USGS QUAD   -  HEREFORD (1970)
 EO0056
 EO0056                         *CURRENT SURVEY CONTROL
 EO0056  ___________________________________________________________________
 EO0056* NAD 83(1986)-  34 47 33.     (N)    102 25 43.     (W)     SCALED    
 EO0056* NAVD 88     -      1170.056  (meters)    3838.76   (feet)  ADJUSTED  
 EO0056  ___________________________________________________________________
 EO0056  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 EO0056  DYNAMIC HT  -        1168.577 (meters)    3833.91  (feet)  COMP
 EO0056  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 EO0056
 EO0056  VERT ORDER  -  FIRST     CLASS II
 EO0056
 EO0056.The horizontal coordinates were scaled from a topographic map and have
 EO0056.an estimated accuracy of +/- 6 seconds.
 EO0056
 EO0056.The orthometric height was determined by differential leveling
 EO0056.and adjusted by the National Geodetic Survey in June 1991..
 EO0056
 EO0056.The geoid height was determined by GEOID03.
 EO0056
 EO0056.The dynamic height is computed by dividing the NAVD 88
 EO0056.geopotential number by the normal gravity value computed on the
 EO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0056.degrees latitude (g = 980.6199 gals.).
 EO0056
 EO0056.The modeled gravity was interpolated from observed gravity values.
 EO0056
 EO0056;                    North         East    Units  Estimated Accuracy
 EO0056;SPC TX N     - 1,088,320.      115,020.      MT  (+/- 180 meters Scaled)
 EO0056
 EO0056                          SUPERSEDED SURVEY CONTROL
 EO0056
 EO0056  NGVD 29 (??/??/92) 1169.546  (m)         3837.09   (f) ADJ UNCH    1 2
 EO0056
 EO0056.Superseded values are not recommended for survey control.
 EO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0056.See file dsdata.txt to determine how the superseded data were derived.
 EO0056
 EO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU352530(NAD 83)
 EO0056_MARKER: DB = BENCH MARK DISK
 EO0056_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EO0056_SP_SET: FOUNDATION
 EO0056_STAMPING: P 1039 1958
 EO0056_MARK LOGO: CGS   
 EO0056_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0056+STABILITY: POSITION/ELEVATION WELL
 EO0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0056+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002
 EO0056
 EO0056  HISTORY     - Date     Condition        Report By
 EO0056  HISTORY     - 1958     MONUMENTED       CGS
 EO0056  HISTORY     - 1984     GOOD             NGS
 EO0056  HISTORY     - 20020123 GOOD             NGS
 EO0056
 EO0056                          STATION DESCRIPTION
 EO0056
 EO0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0056'2.6 MI SW FROM HEREFORD.
 EO0056'ABOUT 2.5 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0056'FROM THE STATION AT HEREFORD, THENCE ABOUT 0.1 MILE WEST-NORTHWEST
 EO0056'ACROSS A FIELD TO THE K P A N RADIO TOWER, IN THE TOP OF THE CONCRETE
 EO0056'BASE OF THE TOWER.  NOTE-- THIS RADIO TOWER IS 270 FEET HIGH.
 EO0056
 EO0056                          STATION RECOVERY (1984)
 EO0056
 EO0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0056'RECOVERED IN GOOD CONDITION.
 EO0056
 EO0056                          STATION RECOVERY (2002)
 EO0056
 EO0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0056'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.
 EO0056' 
 EO0056'2.9 KM WESTERLY ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF U.S.
 EO0056'HIGHWAY 385 IN HEREFORD,
 EO0056'THENCE 0.08 KM  WESTERLY ALONG A ROAD LEADING TO A BLOCK BUILDING AND
 EO0056'A RADIO MAST,
 EO0056' 
 EO0056'NOTE--THE MARK IS ON PROPERTY OWNED BY THE KPAN RADIO STATION, CONTACT
 EO0056'CHIP FORMBY,
 EO0056'STATION MANAGER, PHONE 806-364-1860.
 EO0056' 
 EO0056' 
 EO0056' 
 EO0056'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0128 ***********************************************************************
 BO0128  DESIGNATION -  P 104
 BO0128  PID         -  BO0128
 BO0128  STATE/COUNTY-  TX/CROCKETT
 BO0128  USGS QUAD   -  NOLEN DRAW (1982)
 BO0128
 BO0128                         *CURRENT SURVEY CONTROL
 BO0128  ___________________________________________________________________
 BO0128* NAD 83(1986)-  30 40 23.     (N)    101 00 00.     (W)     SCALED    
 BO0128* NAVD 88     -       734.510  (meters)    2409.80   (feet)  ADJUSTED  
 BO0128  ___________________________________________________________________
 BO0128  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BO0128  DYNAMIC HT  -         733.437 (meters)    2406.28  (feet)  COMP
 BO0128  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 BO0128
 BO0128  VERT ORDER  -  FIRST     CLASS II
 BO0128
 BO0128.The horizontal coordinates were scaled from a topographic map and have
 BO0128.an estimated accuracy of +/- 6 seconds.
 BO0128
 BO0128.The orthometric height was determined by differential leveling
 BO0128.and adjusted by the National Geodetic Survey in June 1991..
 BO0128
 BO0128.The geoid height was determined by GEOID03.
 BO0128
 BO0128.The dynamic height is computed by dividing the NAVD 88
 BO0128.geopotential number by the normal gravity value computed on the
 BO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0128.degrees latitude (g = 980.6199 gals.).
 BO0128
 BO0128.The modeled gravity was interpolated from observed gravity values.
 BO0128
 BO0128;                    North         East    Units  Estimated Accuracy
 BO0128;SPC TX C     - 3,111,760.      636,120.      MT  (+/- 180 meters Scaled)
 BO0128
 BO0128                          SUPERSEDED SURVEY CONTROL
 BO0128
 BO0128  NGVD 29 (??/??/92)  734.310  (m)         2409.15   (f) ADJ UNCH    1 2
 BO0128
 BO0128.Superseded values are not recommended for survey control.
 BO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0128.See file dsdata.txt to determine how the superseded data were derived.
 BO0128
 BO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU084950(NAD 83)
 BO0128_MARKER: DB = BENCH MARK DISK
 BO0128_SETTING: 66 = SET IN ROCK OUTCROP
 BO0128_SP_SET: OUTCROP
 BO0128_STAMPING: P 104 1933 2409.149
 BO0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0128+STABILITY: POSITION/ELEVATION WELL
 BO0128
 BO0128  HISTORY     - Date     Condition        Report By
 BO0128  HISTORY     - 1933     MONUMENTED       CGS
 BO0128  HISTORY     - 1966     GOOD             NGS
 BO0128
 BO0128                          STATION DESCRIPTION
 BO0128
 BO0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0128'12.5 MI E FROM OZONA.
 BO0128'ABOUT 12.5 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE COURT HOUSE AT
 BO0128'OZONA, IN THE TOP OF A FLAT ROCK OUTCROP AND SURROUNDED BY A CIRCLE OF
 BO0128'LOOSE ROCK, 58 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 200 FEET
 BO0128'EAST OF A CONCRETE CULVERT, 8 FEET NORTH OF A FENCE LINE, 4 FEET ABOVE
 BO0128'THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0248 ***********************************************************************
 DM0248  DESIGNATION -  P 1041
 DM0248  PID         -  DM0248
 DM0248  STATE/COUNTY-  TX/MORRIS
 DM0248  USGS QUAD   -  DAINGERFIELD (1980)
 DM0248
 DM0248                         *CURRENT SURVEY CONTROL
 DM0248  ___________________________________________________________________
 DM0248* NAD 83(1986)-  33 01 22.     (N)    094 44 02.     (W)     SCALED    
 DM0248* NAVD 88     -       114.906  (meters)     376.99   (feet)  ADJUSTED  
 DM0248  ___________________________________________________________________
 DM0248  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0248  DYNAMIC HT  -         114.779 (meters)     376.57  (feet)  COMP
 DM0248  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 DM0248
 DM0248  VERT ORDER  -  FIRST     CLASS II
 DM0248
 DM0248.The horizontal coordinates were scaled from a topographic map and have
 DM0248.an estimated accuracy of +/- 6 seconds.
 DM0248
 DM0248.The orthometric height was determined by differential leveling
 DM0248.and adjusted by the National Geodetic Survey in June 1991..
 DM0248
 DM0248.The geoid height was determined by GEOID03.
 DM0248
 DM0248.The dynamic height is computed by dividing the NAVD 88
 DM0248.geopotential number by the normal gravity value computed on the
 DM0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0248.degrees latitude (g = 980.6199 gals.).
 DM0248
 DM0248.The modeled gravity was interpolated from observed gravity values.
 DM0248
 DM0248;                    North         East    Units  Estimated Accuracy
 DM0248;SPC TXNC     - 2,156,680.      951,750.      MT  (+/- 180 meters Scaled)
 DM0248
 DM0248                          SUPERSEDED SURVEY CONTROL
 DM0248
 DM0248  NGVD 29 (??/??/92)  114.936  (m)          377.09   (f) ADJ UNCH    1 2
 DM0248
 DM0248.Superseded values are not recommended for survey control.
 DM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0248.See file dsdata.txt to determine how the superseded data were derived.
 DM0248
 DM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS380551(NAD 83)
 DM0248_MARKER: DB = BENCH MARK DISK
 DM0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0248_STAMPING: P 1041 1954
 DM0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0248+STABILITY: SURFACE MOTION
 DM0248
 DM0248  HISTORY     - Date     Condition        Report By
 DM0248  HISTORY     - 1954     MONUMENTED       CGS
 DM0248
 DM0248                          STATION DESCRIPTION
 DM0248
 DM0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0248'1.0 MI W FROM DRINGERFIELD.
 DM0248'1.0 MILE WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0248'STATION AT DRINGERFIELD, AT A PRIVATE ROAD CROSSING, 108 FEET NORTH OF
 DM0248'THE NORTHEAST CORNER OF A SMALL WHITE HOUSE, 45.7 FEET SOUTH OF THE
 DM0248'SOUTH RAIL, 42 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 2 FEET
 DM0248'NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 DM0248'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0225 ***********************************************************************
 CR0225  DESIGNATION -  P 1042
 CR0225  PID         -  CR0225
 CR0225  STATE/COUNTY-  TX/CASS
 CR0225  USGS QUAD   -  AVINGER (1962)
 CR0225
 CR0225                         *CURRENT SURVEY CONTROL
 CR0225  ___________________________________________________________________
 CR0225* NAD 83(1986)-  32 55 16.     (N)    094 33 52.     (W)     SCALED    
 CR0225* NAVD 88     -        92.813  (meters)     304.50   (feet)  ADJUSTED  
 CR0225  ___________________________________________________________________
 CR0225  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CR0225  DYNAMIC HT  -          92.709 (meters)     304.16  (feet)  COMP
 CR0225  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CR0225
 CR0225  VERT ORDER  -  FIRST     CLASS II
 CR0225
 CR0225.The horizontal coordinates were scaled from a topographic map and have
 CR0225.an estimated accuracy of +/- 6 seconds.
 CR0225
 CR0225.The orthometric height was determined by differential leveling
 CR0225.and adjusted by the National Geodetic Survey in June 1991..
 CR0225
 CR0225.The geoid height was determined by GEOID03.
 CR0225
 CR0225.The dynamic height is computed by dividing the NAVD 88
 CR0225.geopotential number by the normal gravity value computed on the
 CR0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0225.degrees latitude (g = 980.6199 gals.).
 CR0225
 CR0225.The modeled gravity was interpolated from observed gravity values.
 CR0225
 CR0225;                    North         East    Units  Estimated Accuracy
 CR0225;SPC TXNC     - 2,146,000.      967,990.      MT  (+/- 180 meters Scaled)
 CR0225
 CR0225                          SUPERSEDED SURVEY CONTROL
 CR0225
 CR0225  NGVD 29 (??/??/92)   92.860  (m)          304.66   (f) ADJ UNCH    1 2
 CR0225
 CR0225.Superseded values are not recommended for survey control.
 CR0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0225.See file dsdata.txt to determine how the superseded data were derived.
 CR0225
 CR0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS537436(NAD 83)
 CR0225_MARKER: DB = BENCH MARK DISK
 CR0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0225_STAMPING: P 1042 1954
 CR0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0225+STABILITY: SURFACE MOTION
 CR0225
 CR0225  HISTORY     - Date     Condition        Report By
 CR0225  HISTORY     - 1954     MONUMENTED       CGS
 CR0225
 CR0225                          STATION DESCRIPTION
 CR0225
 CR0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0225'1.6 MI NW FROM AVINGER.
 CR0225'1.6 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0225'STATION AT AVINGER, 80 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 CR0225'HIGHWAY 49, 48.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 53.3 FEET EAST
 CR0225'OF MILEPOST T - 69, 2.3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 CR0225'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0110 ***********************************************************************
 DO0110  DESIGNATION -  P 1043
 DO0110  PID         -  DO0110
 DO0110  STATE/COUNTY-  TX/WICHITA
 DO0110  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0110
 DO0110                         *CURRENT SURVEY CONTROL
 DO0110  ___________________________________________________________________
 DO0110* NAD 83(1986)-  33 57 53.     (N)    098 29 04.     (W)     SCALED    
 DO0110* NAVD 88     -       302.279  (meters)     991.73   (feet)  ADJUSTED  
 DO0110  ___________________________________________________________________
 DO0110  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DO0110  DYNAMIC HT  -         301.949 (meters)     990.64  (feet)  COMP
 DO0110  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 DO0110
 DO0110  VERT ORDER  -  SECOND    CLASS 0
 DO0110
 DO0110.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0110
 DO0110.The horizontal coordinates were scaled from a topographic map and have
 DO0110.an estimated accuracy of +/- 6 seconds.
 DO0110
 DO0110.The orthometric height was determined by differential leveling
 DO0110.and adjusted by the National Geodetic Survey in June 1991..
 DO0110
 DO0110.The geoid height was determined by GEOID03.
 DO0110
 DO0110.The dynamic height is computed by dividing the NAVD 88
 DO0110.geopotential number by the normal gravity value computed on the
 DO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0110.degrees latitude (g = 980.6199 gals.).
 DO0110
 DO0110.The modeled gravity was interpolated from observed gravity values.
 DO0110
 DO0110;                    North         East    Units  Estimated Accuracy
 DO0110;SPC TXNC     - 2,254,840.      601,440.      MT  (+/- 180 meters Scaled)
 DO0110
 DO0110                          SUPERSEDED SURVEY CONTROL
 DO0110
 DO0110  NGVD 29 (??/??/92)  302.182  (m)          991.41   (f) ADJ UNCH    2 0
 DO0110
 DO0110.Superseded values are not recommended for survey control.
 DO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0110.See file dsdata.txt to determine how the superseded data were derived.
 DO0110
 DO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC476583(NAD 83)
 DO0110_MARKER: DB = BENCH MARK DISK
 DO0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0110_STAMPING: P 1043 1957
 DO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0110+STABILITY: SURFACE MOTION
 DO0110
 DO0110  HISTORY     - Date     Condition        Report By
 DO0110  HISTORY     - 1957     MONUMENTED       CGS
 DO0110  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0110  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0110  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0110
 DO0110                          STATION DESCRIPTION
 DO0110
 DO0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0110'5 MI N FROM WICHITA FALLS.
 DO0110'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE,
 DO0110'14700 FEET SOUTH SOUTHEAST OF THE NORTH NORTHWEST END OF A PROPOSED
 DO0110'RUNWAY, 1600 FEET SOUTH SOUTHEAST OF THE SOUTH SOUTHEAST END OF THE
 DO0110'PROPOSED RUNWAY, 1087.5 FEET WEST SOUTHWEST OF THE EXTENDED LINE OF
 DO0110'THE PROPOSED RUNWAY, AT STATION 147 + 00 00/, 2 FEET SOUTH SOUTHWEST
 DO0110'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 DO0110'WITH THE GROUND.
 DO0110
 DO0110                          STATION RECOVERY (1972)
 DO0110
 DO0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0110'MARK NOT FOUND.
 DO0110
 DO0110                          STATION RECOVERY (1984)
 DO0110
 DO0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0110'MARK NOT FOUND.
 DO0110
 DO0110                          STATION RECOVERY (2001)
 DO0110
 DO0110'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0011 ***********************************************************************
 CT0011  DESIGNATION -  P 1048
 CT0011  PID         -  CT0011
 CT0011  STATE/COUNTY-  TX/PALO PINTO
 CT0011  USGS QUAD   -  BRAZOS EAST (1984)
 CT0011
 CT0011                         *CURRENT SURVEY CONTROL
 CT0011  ___________________________________________________________________
 CT0011* NAD 83(1986)-  32 40 10.     (N)    098 05 42.     (W)     SCALED    
 CT0011* NAVD 88     -       249.372  (meters)     818.15   (feet)  ADJUSTED  
 CT0011  ___________________________________________________________________
 CT0011  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CT0011  DYNAMIC HT  -         249.066 (meters)     817.14  (feet)  COMP
 CT0011  MODELED GRAV-     979,406.5   (mgal)                       NAVD 88
 CT0011
 CT0011  VERT ORDER  -  FIRST     CLASS II
 CT0011
 CT0011.The horizontal coordinates were scaled from a topographic map and have
 CT0011.an estimated accuracy of +/- 6 seconds.
 CT0011
 CT0011.The orthometric height was determined by differential leveling
 CT0011.and adjusted by the National Geodetic Survey in June 1991..
 CT0011
 CT0011.The geoid height was determined by GEOID03.
 CT0011
 CT0011.The dynamic height is computed by dividing the NAVD 88
 CT0011.geopotential number by the normal gravity value computed on the
 CT0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0011.degrees latitude (g = 980.6199 gals.).
 CT0011
 CT0011.The modeled gravity was interpolated from observed gravity values.
 CT0011
 CT0011;                    North         East    Units  Estimated Accuracy
 CT0011;SPC TXNC     - 2,111,270.      637,990.      MT  (+/- 180 meters Scaled)
 CT0011
 CT0011                          SUPERSEDED SURVEY CONTROL
 CT0011
 CT0011  NGVD 29 (??/??/92)  249.287  (m)          817.87   (f) ADJ UNCH    1 2
 CT0011
 CT0011.Superseded values are not recommended for survey control.
 CT0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0011.See file dsdata.txt to determine how the superseded data were derived.
 CT0011
 CT0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB848150(NAD 83)
 CT0011_MARKER: DB = BENCH MARK DISK
 CT0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0011_STAMPING: P 1048 1955
 CT0011_MARK LOGO: CGS   
 CT0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0011+STABILITY: SURFACE MOTION
 CT0011
 CT0011  HISTORY     - Date     Condition        Report By
 CT0011  HISTORY     - 1955     MONUMENTED       CGS
 CT0011  HISTORY     - 1983     GOOD             NGS
 CT0011  HISTORY     - 20020316 GOOD             USPSQD
 CT0011
 CT0011                          STATION DESCRIPTION
 CT0011
 CT0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0011'1.9 MI NE FROM BRAZOS.
 CT0011'1.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0011'STATION SIGN AT BRAZOS, 0.2 MILE EAST OF A GRAVELED ROAD CROSSING,
 CT0011'48.8 FEET SOUTH OF THE SOUTH RAIL, 25.8 FEET SOUTH OF MILEPOST 299,
 CT0011'1.5 FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE
 CT0011'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CT0011
 CT0011                          STATION RECOVERY (1983)
 CT0011
 CT0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0011'RECOVERED IN GOOD CONDITION.
 CT0011
 CT0011                          STATION RECOVERY (2002)
 CT0011
 CT0011'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0174 ***********************************************************************
 CT0174  DESIGNATION -  P 1049
 CT0174  PID         -  CT0174
 CT0174  STATE/COUNTY-  TX/EASTLAND
 CT0174  USGS QUAD   -  EASTLAND (1987)
 CT0174
 CT0174                         *CURRENT SURVEY CONTROL
 CT0174  ___________________________________________________________________
 CT0174* NAD 83(1986)-  32 25 14.     (N)    098 45 25.     (W)     SCALED    
 CT0174* NAVD 88     -       476.347  (meters)    1562.82   (feet)  ADJUSTED  
 CT0174  ___________________________________________________________________
 CT0174  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CT0174  DYNAMIC HT  -         475.737 (meters)    1560.81  (feet)  COMP
 CT0174  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 CT0174
 CT0174  VERT ORDER  -  FIRST     CLASS II
 CT0174
 CT0174.The horizontal coordinates were scaled from a topographic map and have
 CT0174.an estimated accuracy of +/- 6 seconds.
 CT0174
 CT0174.The orthometric height was determined by differential leveling
 CT0174.and adjusted by the National Geodetic Survey in June 1991..
 CT0174
 CT0174.The geoid height was determined by GEOID03.
 CT0174
 CT0174.The dynamic height is computed by dividing the NAVD 88
 CT0174.geopotential number by the normal gravity value computed on the
 CT0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0174.degrees latitude (g = 980.6199 gals.).
 CT0174
 CT0174.The modeled gravity was interpolated from observed gravity values.
 CT0174
 CT0174;                    North         East    Units  Estimated Accuracy
 CT0174;SPC TXNC     - 2,083,630.      575,830.      MT  (+/- 180 meters Scaled)
 CT0174
 CT0174                          SUPERSEDED SURVEY CONTROL
 CT0174
 CT0174  NGVD 29 (??/??/92)  476.204  (m)         1562.35   (f) ADJ UNCH    1 2
 CT0174
 CT0174.Superseded values are not recommended for survey control.
 CT0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0174.See file dsdata.txt to determine how the superseded data were derived.
 CT0174
 CT0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA228870(NAD 83)
 CT0174_MARKER: DB = BENCH MARK DISK
 CT0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0174_STAMPING: P 1049 1955
 CT0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0174+STABILITY: SURFACE MOTION
 CT0174
 CT0174  HISTORY     - Date     Condition        Report By
 CT0174  HISTORY     - 1955     MONUMENTED       CGS
 CT0174  HISTORY     - 1961     GOOD             NGS
 CT0174  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0174
 CT0174                          STATION DESCRIPTION
 CT0174
 CT0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0174'3.8 MI NE FROM EASTLAND.
 CT0174'3.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0174'STATION AT EASTLAND, 103 FEET NORTHWEST OF MILEPOST 347, 22 FEET
 CT0174'NORTHWEST OF THE NORTHWEST RAIL, 5.8 FEET SOUTHEAST OF A TELEPHONE
 CT0174'POLE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CT0174'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CT0174
 CT0174                          STATION RECOVERY (1961)
 CT0174
 CT0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0174'RECOVERED IN GOOD CONDITION.
 CT0174
 CT0174                          STATION RECOVERY (2002)
 CT0174
 CT0174'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0343 ***********************************************************************
 BO0343  DESIGNATION -  P 105
 BO0343  PID         -  BO0343
 BO0343  STATE/COUNTY-  TX/CROCKETT
 BO0343  USGS QUAD   -  FORT LANCASTER (1967)
 BO0343
 BO0343                         *CURRENT SURVEY CONTROL
 BO0343  ___________________________________________________________________
 BO0343* NAD 83(1986)-  30 39 33.     (N)    101 43 51.     (W)     SCALED    
 BO0343* NAVD 88     -       633.505  (meters)    2078.42   (feet)  ADJUSTED  
 BO0343  ___________________________________________________________________
 BO0343  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 BO0343  DYNAMIC HT  -         632.577 (meters)    2075.38  (feet)  COMP
 BO0343  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 BO0343
 BO0343  VERT ORDER  -  FIRST     CLASS II
 BO0343
 BO0343.The horizontal coordinates were scaled from a topographic map and have
 BO0343.an estimated accuracy of +/- 6 seconds.
 BO0343
 BO0343.The orthometric height was determined by differential leveling
 BO0343.and adjusted by the National Geodetic Survey in June 1991..
 BO0343
 BO0343.The geoid height was determined by GEOID03.
 BO0343
 BO0343.The dynamic height is computed by dividing the NAVD 88
 BO0343.geopotential number by the normal gravity value computed on the
 BO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0343.degrees latitude (g = 980.6199 gals.).
 BO0343
 BO0343.The modeled gravity was interpolated from observed gravity values.
 BO0343
 BO0343;                    North         East    Units  Estimated Accuracy
 BO0343;SPC TX C     - 3,110,870.      566,080.      MT  (+/- 180 meters Scaled)
 BO0343
 BO0343                          SUPERSEDED SURVEY CONTROL
 BO0343
 BO0343  NGVD 29 (??/??/92)  633.288  (m)         2077.71   (f) ADJ UNCH    1 2
 BO0343
 BO0343.Superseded values are not recommended for survey control.
 BO0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0343.See file dsdata.txt to determine how the superseded data were derived.
 BO0343
 BO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU383950(NAD 83)
 BO0343_MARKER: DB = BENCH MARK DISK
 BO0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0343_STAMPING: P 105 1933 2077.712
 BO0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0343+STABILITY: SURFACE MOTION
 BO0343
 BO0343  HISTORY     - Date     Condition        Report By
 BO0343  HISTORY     - 1933     MONUMENTED       CGS
 BO0343  HISTORY     - 1958     GOOD             NGS
 BO0343
 BO0343                          STATION DESCRIPTION
 BO0343
 BO0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0343'6.4 MI E FROM SHEFFIELD.
 BO0343'ABOUT 6.4 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0343'SHEFFIELD, 59 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 183 FEET
 BO0343'EAST OF THE EAST END OF THE NORTH HEADWALL OF A CULVERT, 2 FEET SOUTH
 BO0343'OF A FENCE, 1 1/2 FEET EAST OF A CONCRETE WITNESS POST, AND IN THE TOP
 BO0343'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0040 ***********************************************************************
 CT0040  DESIGNATION -  P 1050
 CT0040  PID         -  CT0040
 CT0040  STATE/COUNTY-  TX/PALO PINTO
 CT0040  USGS QUAD   -  STRAWN EAST (1984)
 CT0040
 CT0040                         *CURRENT SURVEY CONTROL
 CT0040  ___________________________________________________________________
 CT0040* NAD 83(1986)-  32 32 27.     (N)    098 24 18.     (W)     SCALED    
 CT0040* NAVD 88     -       291.033  (meters)     954.83   (feet)  ADJUSTED  
 CT0040  ___________________________________________________________________
 CT0040  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CT0040  DYNAMIC HT  -         290.670 (meters)     953.64  (feet)  COMP
 CT0040  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 CT0040
 CT0040  VERT ORDER  -  FIRST     CLASS II
 CT0040
 CT0040.The horizontal coordinates were scaled from a topographic map and have
 CT0040.an estimated accuracy of +/- 6 seconds.
 CT0040
 CT0040.The orthometric height was determined by differential leveling
 CT0040.and adjusted by the National Geodetic Survey in June 1991..
 CT0040
 CT0040.The geoid height was determined by GEOID03.
 CT0040
 CT0040.The dynamic height is computed by dividing the NAVD 88
 CT0040.geopotential number by the normal gravity value computed on the
 CT0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0040.degrees latitude (g = 980.6199 gals.).
 CT0040
 CT0040.The modeled gravity was interpolated from observed gravity values.
 CT0040
 CT0040;                    North         East    Units  Estimated Accuracy
 CT0040;SPC TXNC     - 2,096,940.      608,920.      MT  (+/- 180 meters Scaled)
 CT0040
 CT0040                          SUPERSEDED SURVEY CONTROL
 CT0040
 CT0040  NGVD 29 (??/??/92)  290.932  (m)          954.50   (f) ADJ UNCH    1 2
 CT0040
 CT0040.Superseded values are not recommended for survey control.
 CT0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0040.See file dsdata.txt to determine how the superseded data were derived.
 CT0040
 CT0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB558005(NAD 83)
 CT0040_MARKER: DB = BENCH MARK DISK
 CT0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0040_SP_SET: CULVERT
 CT0040_STAMPING: P 1050 1956
 CT0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0040
 CT0040  HISTORY     - Date     Condition        Report By
 CT0040  HISTORY     - 1956     MONUMENTED       CGS
 CT0040  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0040  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0040  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0040
 CT0040                          STATION DESCRIPTION
 CT0040
 CT0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0040'0.95 MI E FROM MINGUS.
 CT0040'0.95 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0040'AT MINGUS, 132.4 FEET SOUTH OF THE SOUTH RAIL, 125.9 FEET SOUTH OF THE
 CT0040'SOUTHEAST CORNER OF RAILROAD BRIDGE 320.8, 15.4 FEET NORTH OF THE
 CT0040'CENTER LINE OF STATE HIGHWAY 193, 4 FEET BELOW THE TOP OF THE RAILS,
 CT0040'SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 CT0040'CULVERT UNDER THE HIGHWAY, 0.8 MILE WEST OF BENCH MARK N 1050.
 CT0040
 CT0040                          STATION RECOVERY (1998)
 CT0040
 CT0040'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0040'MARK NOT FOUND.
 CT0040
 CT0040                          STATION RECOVERY (2002)
 CT0040
 CT0040'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CT0040'MARK NOT FOUND.
 CT0040
 CT0040                          STATION RECOVERY (2004)
 CT0040
 CT0040'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0523 ***********************************************************************
 CT0523  DESIGNATION -  P 1051
 CT0523  PID         -  CT0523
 CT0523  STATE/COUNTY-  TX/TAYLOR
 CT0523  USGS QUAD   -  ABILENE EAST (1987)
 CT0523
 CT0523                         *CURRENT SURVEY CONTROL
 CT0523  ___________________________________________________________________
 CT0523* NAD 83(1986)-  32 26 57.     (N)    099 44 09.     (W)     SCALED    
 CT0523* NAVD 88     -       527.812  (meters)    1731.66   (feet)  ADJUSTED  
 CT0523  ___________________________________________________________________
 CT0523  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CT0523  DYNAMIC HT  -         527.128 (meters)    1729.42  (feet)  COMP
 CT0523  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 CT0523
 CT0523  VERT ORDER  -  FIRST     CLASS II
 CT0523
 CT0523.The horizontal coordinates were scaled from a topographic map and have
 CT0523.an estimated accuracy of +/- 6 seconds.
 CT0523
 CT0523.The orthometric height was determined by differential leveling
 CT0523.and adjusted by the National Geodetic Survey in June 1991..
 CT0523.WARNING-Repeat measurements at this control monument indicate possible
 CT0523.vertical movement.
 CT0523
 CT0523.The geoid height was determined by GEOID03.
 CT0523
 CT0523.The dynamic height is computed by dividing the NAVD 88
 CT0523.geopotential number by the normal gravity value computed on the
 CT0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0523.degrees latitude (g = 980.6199 gals.).
 CT0523
 CT0523.The modeled gravity was interpolated from observed gravity values.
 CT0523
 CT0523;                    North         East    Units  Estimated Accuracy
 CT0523;SPC TXNC     - 2,087,460.      483,810.      MT  (+/- 180 meters Scaled)
 CT0523
 CT0523                          SUPERSEDED SURVEY CONTROL
 CT0523
 CT0523  NGVD 29 (??/??/92)  527.720  (m)         1731.36   (f) ADJ UNCH    1 2
 CT0523
 CT0523.Superseded values are not recommended for survey control.
 CT0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0523.See file dsdata.txt to determine how the superseded data were derived.
 CT0523
 CT0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA308904(NAD 83)
 CT0523_MARKER: DB = BENCH MARK DISK
 CT0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0523_SP_SET: ABUTMENT
 CT0523_STAMPING: P 1051 1956
 CT0523_MARK LOGO: CGS   
 CT0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0523
 CT0523  HISTORY     - Date     Condition        Report By
 CT0523  HISTORY     - 1956     MONUMENTED       CGS
 CT0523  HISTORY     - 1961     GOOD             NGS
 CT0523  HISTORY     - 1982     GOOD             NGS
 CT0523  HISTORY     - 1983     GOOD             NGS
 CT0523  HISTORY     - 19940617 GOOD             USPSQD
 CT0523  HISTORY     - 20011013 GOOD             USPSQD
 CT0523
 CT0523                          STATION DESCRIPTION
 CT0523
 CT0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0523'IN ABILENE.
 CT0523'AT ABILENE, AT THE WEST END OF THE TEXAS AND PACIFIC RAILROAD OVERPASS
 CT0523'OVER CEDAR STREET, 13.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CT0523'RAILWAY EXPRESS BUILDING, 13 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 CT0523'TRACK, 1 FOOT ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH
 CT0523'END OF THE NORTH RETAINING WALL OF THE WEST ABUTMENT OF THE OVERPASS.
 CT0523
 CT0523                          STATION RECOVERY (1961)
 CT0523
 CT0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0523'RECOVERED IN GOOD CONDITION.
 CT0523
 CT0523                          STATION RECOVERY (1982)
 CT0523
 CT0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0523'IN ABILENE, AT THE WEST END OF THE TEXAS AND PACIFIC RAILROAD OVERPASS
 CT0523'OVER CEDAR STREET, IN TOP OF THE SOUTH END OF THE NORTH RETAINING WALL
 CT0523'OF THE OVERPASS, 0.2 KM (0.1 MI) WEST OF THE RAILROAD STATION, 4.1
 CT0523'METERS (13.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD RAILROAD
 CT0523'FREIGHT OFFICE AND 4.0 METERS (13.1 FT) NORTH OF THE NEAR RAIL.
 CT0523'THE MARK IS 0.3 M ABOVE THE TRACKS.
 CT0523
 CT0523                          STATION RECOVERY (1983)
 CT0523
 CT0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0523'RECOVERED IN GOOD CONDITION.
 CT0523
 CT0523                          STATION RECOVERY (1994)
 CT0523
 CT0523'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0523'RECOVERED IN GOOD CONDITION.
 CT0523
 CT0523                          STATION RECOVERY (2001)
 CT0523
 CT0523'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0408 ***********************************************************************
 CT0408  DESIGNATION -  P 1052
 CT0408  PID         -  CT0408
 CT0408  STATE/COUNTY-  TX/CALLAHAN
 CT0408  USGS QUAD   -  BAIRD (1966)
 CT0408
 CT0408                         *CURRENT SURVEY CONTROL
 CT0408  ___________________________________________________________________
 CT0408* NAD 83(1986)-  32 23 21.     (N)    099 22 49.     (W)     SCALED    
 CT0408* NAVD 88     -       510.570  (meters)    1675.10   (feet)  ADJUSTED  
 CT0408  ___________________________________________________________________
 CT0408  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CT0408  DYNAMIC HT  -         509.905 (meters)    1672.91  (feet)  COMP
 CT0408  MODELED GRAV-     979,321.3   (mgal)                       NAVD 88
 CT0408
 CT0408  VERT ORDER  -  FIRST     CLASS II
 CT0408
 CT0408.The horizontal coordinates were scaled from a topographic map and have
 CT0408.an estimated accuracy of +/- 6 seconds.
 CT0408
 CT0408.The orthometric height was determined by differential leveling
 CT0408.and adjusted by the National Geodetic Survey in June 1991..
 CT0408
 CT0408.The geoid height was determined by GEOID03.
 CT0408
 CT0408.The dynamic height is computed by dividing the NAVD 88
 CT0408.geopotential number by the normal gravity value computed on the
 CT0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0408.degrees latitude (g = 980.6199 gals.).
 CT0408
 CT0408.The modeled gravity was interpolated from observed gravity values.
 CT0408
 CT0408;                    North         East    Units  Estimated Accuracy
 CT0408;SPC TXNC     - 2,080,470.      517,180.      MT  (+/- 180 meters Scaled)
 CT0408
 CT0408                          SUPERSEDED SURVEY CONTROL
 CT0408
 CT0408  NGVD 29 (??/??/92)  510.401  (m)         1674.54   (f) ADJ UNCH    1 2
 CT0408
 CT0408.Superseded values are not recommended for survey control.
 CT0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0408.See file dsdata.txt to determine how the superseded data were derived.
 CT0408
 CT0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA642836(NAD 83)
 CT0408_MARKER: DB = BENCH MARK DISK
 CT0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0408_SP_SET: BRIDGE ABUTMENT
 CT0408_STAMPING: P 1052 1956
 CT0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0408
 CT0408  HISTORY     - Date     Condition        Report By
 CT0408  HISTORY     - 1956     MONUMENTED       CGS
 CT0408  HISTORY     - 20011014 GOOD             USPSQD
 CT0408
 CT0408                          STATION DESCRIPTION
 CT0408
 CT0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0408'0.9 MI E FROM BAIRD.
 CT0408'0.9 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0408'BAIRD, 3 1/2 POLES EAST OF MILEPOST 385, 5.3 FEET NORTH OF THE NORTH
 CT0408'RAIL, 1.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH
 CT0408'END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE.
 CT0408
 CT0408                          STATION RECOVERY (2001)
 CT0408
 CT0408'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0371 ***********************************************************************
 CT0371  DESIGNATION -  P 1053
 CT0371  PID         -  CT0371
 CT0371  STATE/COUNTY-  TX/EASTLAND
 CT0371  USGS QUAD   -  BERNIE LAKE (1966)
 CT0371
 CT0371                         *CURRENT SURVEY CONTROL
 CT0371  ___________________________________________________________________
 CT0371* NAD 83(1986)-  32 23 41.     (N)    099 00 42.     (W)     SCALED    
 CT0371* NAVD 88     -       483.726  (meters)    1587.02   (feet)  ADJUSTED  
 CT0371  ___________________________________________________________________
 CT0371  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CT0371  DYNAMIC HT  -         483.102 (meters)    1584.98  (feet)  COMP
 CT0371  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 CT0371
 CT0371  VERT ORDER  -  FIRST     CLASS II
 CT0371
 CT0371.The horizontal coordinates were scaled from a topographic map and have
 CT0371.an estimated accuracy of +/- 6 seconds.
 CT0371
 CT0371.The orthometric height was determined by differential leveling
 CT0371.and adjusted by the National Geodetic Survey in June 1991..
 CT0371
 CT0371.The geoid height was determined by GEOID03.
 CT0371
 CT0371.The dynamic height is computed by dividing the NAVD 88
 CT0371.geopotential number by the normal gravity value computed on the
 CT0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0371.degrees latitude (g = 980.6199 gals.).
 CT0371
 CT0371.The modeled gravity was interpolated from observed gravity values.
 CT0371
 CT0371;                    North         East    Units  Estimated Accuracy
 CT0371;SPC TXNC     - 2,080,850.      551,860.      MT  (+/- 180 meters Scaled)
 CT0371
 CT0371                          SUPERSEDED SURVEY CONTROL
 CT0371
 CT0371  NGVD 29 (??/??/92)  483.581  (m)         1586.55   (f) ADJ UNCH    1 2
 CT0371
 CT0371.Superseded values are not recommended for survey control.
 CT0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0371.See file dsdata.txt to determine how the superseded data were derived.
 CT0371
 CT0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA989841(NAD 83)
 CT0371_MARKER: DB = BENCH MARK DISK
 CT0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0371_SP_SET: CULVERT
 CT0371_STAMPING: P 1053 1956
 CT0371_MARK LOGO: CGS   
 CT0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0371
 CT0371  HISTORY     - Date     Condition        Report By
 CT0371  HISTORY     - 1956     MONUMENTED       CGS
 CT0371  HISTORY     - 1983     GOOD             NGS
 CT0371
 CT0371                          STATION DESCRIPTION
 CT0371
 CT0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0371'1.9 MI W FROM CISCO.
 CT0371'1.9 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0371'AT CISCO, 15 1/2 POLES EAST OF MILEPOST 363, 15 FEET SOUTH OF THE
 CT0371'SOUTH RAIL, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CT0371'WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 CT0371
 CT0371                          STATION RECOVERY (1983)
 CT0371
 CT0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0371'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0371'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0371'FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0371'CONRAD HILTON AVENUE, THENCE 3.2 KM (2.0 MI) WESTERLY ALONG THE
 CT0371'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0622 ***********************************************************************
 CU0622  DESIGNATION -  P 1054
 CU0622  PID         -  CU0622
 CU0622  STATE/COUNTY-  TX/MARTIN
 CU0622  USGS QUAD   -  STANTON SE (1966)
 CU0622
 CU0622                         *CURRENT SURVEY CONTROL
 CU0622  ___________________________________________________________________
 CU0622* NAD 83(1986)-  32 07 27.     (N)    101 48 03.     (W)     SCALED    
 CU0622* NAVD 88     -       817.142  (meters)    2680.91   (feet)  ADJUSTED  
 CU0622  ___________________________________________________________________
 CU0622  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 CU0622  DYNAMIC HT  -         816.010 (meters)    2677.19  (feet)  COMP
 CU0622  MODELED GRAV-     979,226.4   (mgal)                       NAVD 88
 CU0622
 CU0622  VERT ORDER  -  FIRST     CLASS II
 CU0622
 CU0622.The horizontal coordinates were scaled from a topographic map and have
 CU0622.an estimated accuracy of +/- 6 seconds.
 CU0622
 CU0622.The orthometric height was determined by differential leveling
 CU0622.and adjusted by the National Geodetic Survey in June 1991..
 CU0622
 CU0622.The geoid height was determined by GEOID03.
 CU0622
 CU0622.The dynamic height is computed by dividing the NAVD 88
 CU0622.geopotential number by the normal gravity value computed on the
 CU0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0622.degrees latitude (g = 980.6199 gals.).
 CU0622
 CU0622.The modeled gravity was interpolated from observed gravity values.
 CU0622
 CU0622;                    North         East    Units  Estimated Accuracy
 CU0622;SPC TXNC     - 2,055,630.      288,570.      MT  (+/- 180 meters Scaled)
 CU0622
 CU0622                          SUPERSEDED SURVEY CONTROL
 CU0622
 CU0622  NGVD 29 (??/??/92)  816.833  (m)         2679.89   (f) ADJ UNCH    1 2
 CU0622
 CU0622.Superseded values are not recommended for survey control.
 CU0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0622.See file dsdata.txt to determine how the superseded data were derived.
 CU0622
 CU0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA357576(NAD 83)
 CU0622_MARKER: DB = BENCH MARK DISK
 CU0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0622_SP_SET: CULVERT
 CU0622_STAMPING: P 1054 1956
 CU0622_MARK LOGO: CGS   
 CU0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0622
 CU0622  HISTORY     - Date     Condition        Report By
 CU0622  HISTORY     - 1956     MONUMENTED       CGS
 CU0622  HISTORY     - 1982     GOOD             NGS
 CU0622
 CU0622                          STATION DESCRIPTION
 CU0622
 CU0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0622'0.8 MI SW FROM STANTON.
 CU0622'0.8 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0622'STATION AT STANTON, 40 FEET NORTHWEST OF THE NORTHWEST RAIL, 36 FEET
 CU0622'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 80, 44 FEET NORTHEAST OF
 CU0622'THE CENTER LINE OF STATE HIGHWAY 137, 1.6 FEET BELOW THE LEVEL OF THE
 CU0622'HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL
 CU0622'OF A CONCRETE CULVERT UNDER U.S. HIGHWAY 80.
 CU0622
 CU0622                          STATION RECOVERY (1982)
 CU0622
 CU0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0622'IN STANTON, AT THE INTERSECTION OF THE TEXAS AND PACIFIC RAILROAD,
 CU0622'STATE HIGHWAY 137 AND U.S. HIGHWAY 80, IN TOP OF THE SOUTHEAST
 CU0622'HEADWALL OF A CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 80, 13.4 METERS
 CU0622'(44.0 FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY 137, 12.2 METERS
 CU0622'(40.0 FT) NORTHWEST OF THE NEAR RAIL AND 11.0 METERS (36.1 FT)
 CU0622'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY
 CU0622'80.
 CU0622'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0569 ***********************************************************************
 CT0569  DESIGNATION -  P 1055
 CT0569  PID         -  CT0569
 CT0569  STATE/COUNTY-  TX/TAYLOR
 CT0569  USGS QUAD   -  MERKEL EAST (1984)
 CT0569
 CT0569                         *CURRENT SURVEY CONTROL
 CT0569  ___________________________________________________________________
 CT0569* NAD 83(1986)-  32 27 40.     (N)    099 56 37.     (W)     SCALED    
 CT0569* NAVD 88     -       543.678  (meters)    1783.72   (feet)  ADJUSTED  
 CT0569  ___________________________________________________________________
 CT0569  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CT0569  DYNAMIC HT  -         542.971 (meters)    1781.40  (feet)  COMP
 CT0569  MODELED GRAV-     979,321.3   (mgal)                       NAVD 88
 CT0569
 CT0569  VERT ORDER  -  FIRST     CLASS II
 CT0569
 CT0569.The horizontal coordinates were scaled from a topographic map and have
 CT0569.an estimated accuracy of +/- 6 seconds.
 CT0569
 CT0569.The orthometric height was determined by differential leveling
 CT0569.and adjusted by the National Geodetic Survey in June 1991..
 CT0569
 CT0569.The geoid height was determined by GEOID03.
 CT0569
 CT0569.The dynamic height is computed by dividing the NAVD 88
 CT0569.geopotential number by the normal gravity value computed on the
 CT0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0569.degrees latitude (g = 980.6199 gals.).
 CT0569
 CT0569.The modeled gravity was interpolated from observed gravity values.
 CT0569
 CT0569;                    North         East    Units  Estimated Accuracy
 CT0569;SPC TXNC     - 2,089,030.      464,290.      MT  (+/- 180 meters Scaled)
 CT0569
 CT0569                          SUPERSEDED SURVEY CONTROL
 CT0569
 CT0569  NGVD 29 (??/??/92)  543.506  (m)         1783.15   (f) ADJ UNCH    1 2
 CT0569
 CT0569.Superseded values are not recommended for survey control.
 CT0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0569.See file dsdata.txt to determine how the superseded data were derived.
 CT0569
 CT0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA113919(NAD 83)
 CT0569_MARKER: DB = BENCH MARK DISK
 CT0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0569_SP_SET: BRIDGE ABUTMENT
 CT0569_STAMPING: P 1055 1956
 CT0569_MARK LOGO: CGS   
 CT0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0569
 CT0569  HISTORY     - Date     Condition        Report By
 CT0569  HISTORY     - 1956     MONUMENTED       CGS
 CT0569  HISTORY     - 1982     GOOD             NGS
 CT0569  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CT0569
 CT0569                          STATION DESCRIPTION
 CT0569
 CT0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0569'4.0 MI E FROM MERKEL.
 CT0569'4.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0569'AT MERKEL, 4 POLES EAST OF MILEPOST 419, 148 FEET NORTH OF THE NORTH
 CT0569'RAIL, 22 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, SET IN THE
 CT0569'TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE HIGHWAY
 CT0569'BRIDGE.
 CT0569
 CT0569                          STATION RECOVERY (1982)
 CT0569
 CT0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0569'15.1 KM (9.35 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0569'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0569'ABILENE, 0.2 KM (0.1 MI) EAST OF MILEPOST 419, IN TOP OF THE SOUTH END
 CT0569'OF THE EAST ABUTMENT OF THE INTERSTATE HIGHWAY 20 BRIDGE OVER MULBERRY
 CT0569'CREEK, 8.4 METERS (27.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CT0569'LANES OF HIGHWAY AND 0.1 METER (0.3 FT) EAST OF THE EAST CONCRETE
 CT0569'GUARDRAIL POST.
 CT0569'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CT0569
 CT0569                          STATION RECOVERY (1994)
 CT0569
 CT0569'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0273 ***********************************************************************
 CU0273  DESIGNATION -  P 1056
 CU0273  PID         -  CU0273
 CU0273  STATE/COUNTY-  TX/NOLAN
 CU0273  USGS QUAD   -  ROSCOE (1987)
 CU0273
 CU0273                         *CURRENT SURVEY CONTROL
 CU0273  ___________________________________________________________________
 CU0273* NAD 83(1986)-  32 26 59.     (N)    100 31 19.     (W)     SCALED    
 CU0273* NAVD 88     -       727.814  (meters)    2387.84   (feet)  ADJUSTED  
 CU0273  ___________________________________________________________________
 CU0273  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CU0273  DYNAMIC HT  -         726.837 (meters)    2384.63  (feet)  COMP
 CU0273  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 CU0273
 CU0273  VERT ORDER  -  FIRST     CLASS II
 CU0273
 CU0273.The horizontal coordinates were scaled from a topographic map and have
 CU0273.an estimated accuracy of +/- 6 seconds.
 CU0273
 CU0273.The orthometric height was determined by differential leveling
 CU0273.and adjusted by the National Geodetic Survey in June 1991..
 CU0273
 CU0273.The geoid height was determined by GEOID03.
 CU0273
 CU0273.The dynamic height is computed by dividing the NAVD 88
 CU0273.geopotential number by the normal gravity value computed on the
 CU0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0273.degrees latitude (g = 980.6199 gals.).
 CU0273
 CU0273.The modeled gravity was interpolated from observed gravity values.
 CU0273
 CU0273;                    North         East    Units  Estimated Accuracy
 CU0273;SPC TXNC     - 2,088,660.      409,900.      MT  (+/- 180 meters Scaled)
 CU0273
 CU0273                          SUPERSEDED SURVEY CONTROL
 CU0273
 CU0273  NGVD 29 (??/??/92)  727.496  (m)         2386.79   (f) ADJ UNCH    1 2
 CU0273
 CU0273.Superseded values are not recommended for survey control.
 CU0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0273.See file dsdata.txt to determine how the superseded data were derived.
 CU0273
 CU0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA569913(NAD 83)
 CU0273_MARKER: DB = BENCH MARK DISK
 CU0273_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0273_SP_SET: 33.5 FT
 CU0273_STAMPING: P 1056 1956
 CU0273_MARK LOGO: CGS   
 CU0273_PROJECTION: FLUSH
 CU0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0273_ROD/PIPE-DEPTH: 10.2 meters
 CU0273
 CU0273  HISTORY     - Date     Condition        Report By
 CU0273  HISTORY     - 1956     MONUMENTED       CGS
 CU0273  HISTORY     - 1982     GOOD             NGS
 CU0273
 CU0273                          STATION DESCRIPTION
 CU0273
 CU0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0273'0.9 MI NE FROM ROSCOE.
 CU0273'0.9 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0273'STATION AT ROSCOE, 158 FEET SOUTHWEST OF THE CENTER LINE OF AN OILED
 CU0273'ROAD LEADING NORTHWEST, 91.3 FEET NORTHWEST OF MILEPOST 455, 39 FEET
 CU0273'NORTHWEST OF THE NORTHWEST RAIL, 58 FEET SOUTHEAST OF A FENCE, 26.4
 CU0273'FEET SOUTHWEST OF A TELEPHONE POLE, 2.4 FEET NORTHEAST OF A WITNESS
 CU0273'POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH
 CU0273'IS DRIVEN 33.5 FEET IN THE GROUND, INCASED IN A 4 INCH TILE PIPE WHICH
 CU0273'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CU0273
 CU0273                          STATION RECOVERY (1982)
 CU0273
 CU0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0273'1.4 KM (0.85 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0273'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, 79.9 METERS (262.1
 CU0273'FT) EAST-NORTHEAST OF BENCH MARK Q 1056, 16.9 METERS (55.4 FT)
 CU0273'NORTHWEST OF MILEPOST 455, 11.9 METERS (39.0 FT) NORTH-NORTHWEST OF
 CU0273'THE NEAR RAIL, 7.5 METERS (24.6 FT) EAST OF A UTILITY POLE WITH A GUY
 CU0273'WIRE AND 0.8 METER (2.6 FT) WEST OF THE GUY WIRE ANCHOR.
 CU0273'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0273'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0278 ***********************************************************************
 CU0278  DESIGNATION -  P 1057
 CU0278  PID         -  CU0278
 CU0278  STATE/COUNTY-  TX/NOLAN
 CU0278  USGS QUAD   -  ROSCOE (1987)
 CU0278
 CU0278                         *CURRENT SURVEY CONTROL
 CU0278  ___________________________________________________________________
 CU0278* NAD 83(1986)-  32 26 31.     (N)    100 34 23.     (W)     SCALED    
 CU0278* NAVD 88     -       728.513  (meters)    2390.13   (feet)  ADJUSTED  
 CU0278  ___________________________________________________________________
 CU0278  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CU0278  DYNAMIC HT  -         727.533 (meters)    2386.91  (feet)  COMP
 CU0278  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 CU0278
 CU0278  VERT ORDER  -  FIRST     CLASS II
 CU0278
 CU0278.The horizontal coordinates were scaled from a topographic map and have
 CU0278.an estimated accuracy of +/- 6 seconds.
 CU0278
 CU0278.The orthometric height was determined by differential leveling
 CU0278.and adjusted by the National Geodetic Survey in June 1991..
 CU0278
 CU0278.The geoid height was determined by GEOID03.
 CU0278
 CU0278.The dynamic height is computed by dividing the NAVD 88
 CU0278.geopotential number by the normal gravity value computed on the
 CU0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0278.degrees latitude (g = 980.6199 gals.).
 CU0278
 CU0278.The modeled gravity was interpolated from observed gravity values.
 CU0278
 CU0278;                    North         East    Units  Estimated Accuracy
 CU0278;SPC TXNC     - 2,087,900.      405,080.      MT  (+/- 180 meters Scaled)
 CU0278
 CU0278                          SUPERSEDED SURVEY CONTROL
 CU0278
 CU0278  NGVD 29 (??/??/92)  728.205  (m)         2389.12   (f) ADJ UNCH    1 2
 CU0278
 CU0278.Superseded values are not recommended for survey control.
 CU0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0278.See file dsdata.txt to determine how the superseded data were derived.
 CU0278
 CU0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA521905(NAD 83)
 CU0278_MARKER: DB = BENCH MARK DISK
 CU0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0278_STAMPING: P 1057 1956
 CU0278_MARK LOGO: CGS   
 CU0278_PROJECTION: PROJECTING 5 CENTIMETERS
 CU0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0278+STABILITY: SURFACE MOTION
 CU0278
 CU0278  HISTORY     - Date     Condition        Report By
 CU0278  HISTORY     - 1956     MONUMENTED       CGS
 CU0278  HISTORY     - 1982     GOOD             NGS
 CU0278
 CU0278                          STATION DESCRIPTION
 CU0278
 CU0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0278'2.1 MI W FROM ROSCOE.
 CU0278'2.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0278'AT ROSCOE, 3 POLES WEST OF A ROAD CROSSING, 61.6 FEET NORTH OF
 CU0278'MILEPOST 458, 21.9 FEET NORTH OF THE NORTH RAIL, 13.2 FEET NORTH OF A
 CU0278'BATTERY BOX, 4.8 FEET SOUTH OF A TELEPHONE POLE, 2.7 FEET WEST OF A
 CU0278'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CU0278'FOOT ABOVE THE GROUND.
 CU0278
 CU0278                          STATION RECOVERY (1982)
 CU0278
 CU0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0278'3.4 KM (2.1 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0278'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, 0.1 KM (0.05 MI)
 CU0278'SOUTHWEST OF A GRAVELED ROAD CROSSING, 6.7 METERS (22.0 FT)
 CU0278'NORTH-NORTHWEST OF THE NEAR RAIL, 4.0 METERS (13.1 FT) NORTH-NORTHWEST
 CU0278'OF AN ELECTRIC JUNCTION BOX AND 1.5 METERS (4.9 FT) SOUTH OF MILEPOST
 CU0278'458.
 CU0278'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0278'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0358 ***********************************************************************
 CC0358  DESIGNATION -  P 1058
 CC0358  PID         -  CC0358
 CC0358  STATE/COUNTY-  TX/REEVES
 CC0358  USGS QUAD   -  TOYAH (1970)
 CC0358
 CC0358                         *CURRENT SURVEY CONTROL
 CC0358  ___________________________________________________________________
 CC0358* NAD 83(1986)-  31 18 00.     (N)    103 48 37.     (W)     SCALED    
 CC0358* NAVD 88     -       896.230  (meters)    2940.38   (feet)  ADJUSTED  
 CC0358  ___________________________________________________________________
 CC0358  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CC0358  DYNAMIC HT  -         894.907 (meters)    2936.04  (feet)  COMP
 CC0358  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 CC0358
 CC0358  VERT ORDER  -  FIRST     CLASS II
 CC0358
 CC0358.The horizontal coordinates were scaled from a topographic map and have
 CC0358.an estimated accuracy of +/- 6 seconds.
 CC0358
 CC0358.The orthometric height was determined by differential leveling
 CC0358.and adjusted by the National Geodetic Survey in June 1991..
 CC0358.WARNING-Repeat measurements at this control monument indicate possible
 CC0358.vertical movement.
 CC0358
 CC0358.The geoid height was determined by GEOID03.
 CC0358
 CC0358.The dynamic height is computed by dividing the NAVD 88
 CC0358.geopotential number by the normal gravity value computed on the
 CC0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0358.degrees latitude (g = 980.6199 gals.).
 CC0358
 CC0358.The modeled gravity was interpolated from observed gravity values.
 CC0358
 CC0358;                    North         East    Units  Estimated Accuracy
 CC0358;SPC TX C     - 3,186,240.      369,070.      MT  (+/- 180 meters Scaled)
 CC0358
 CC0358                          SUPERSEDED SURVEY CONTROL
 CC0358
 CC0358  NGVD 29 (??/??/92)  895.894  (m)         2939.28   (f) ADJ UNCH    1 2
 CC0358
 CC0358.Superseded values are not recommended for survey control.
 CC0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0358.See file dsdata.txt to determine how the superseded data were derived.
 CC0358
 CC0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ132634(NAD 83)
 CC0358_MARKER: DB = BENCH MARK DISK
 CC0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0358_STAMPING: P 1058 1956
 CC0358_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0358+STABILITY: SURFACE MOTION
 CC0358
 CC0358  HISTORY     - Date     Condition        Report By
 CC0358  HISTORY     - 1956     MONUMENTED       CGS
 CC0358  HISTORY     - 1981     GOOD             NGS
 CC0358  HISTORY     - 19901117 GOOD             USPSQD
 CC0358
 CC0358                          STATION DESCRIPTION
 CC0358
 CC0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0358'1.5 MI SW FROM TOYAH.
 CC0358'1.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0358'STATION AT TOYAH, 71 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 57 FEET
 CC0358'NORTHEAST OF THE 17TH POLE NORTHEAST OF MILEPOST 668, 2.4 FEET
 CC0358'SOUTHWEST OF A WITNESS POST, 7 FEET BELOW THE TOP OF THE RAILS, SET IN
 CC0358'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0358
 CC0358                          STATION RECOVERY (1981)
 CC0358
 CC0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0358'2.3 KM (1.45 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0358'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.2 KM (0.1 MI) NORTHEAST
 CC0358'OF MILE POST 21, 47.9 METERS (157.0 FT) NORTHWEST OF THE CENTERLINE
 CC0358'OF THE WEST BOUND LANES OF THE HIGHWAY, 21.6 METERS (71.0 FT)
 CC0358'SOUTHEAST OF THE NEAR RAIL OF THE MISSOURI PACIFIC RAILROAD, 15.8
 CC0358'METERS (52.0 FT) NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD,
 CC0358'AND 0.7 METER (2.4 FT) SOUTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0358'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CC0358'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 CC0358
 CC0358                          STATION RECOVERY (1990)
 CC0358
 CC0358'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CC0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0573 ***********************************************************************
 CU0573  DESIGNATION -  P 1059
 CU0573  PID         -  CU0573
 CU0573  STATE/COUNTY-  TX/HOWARD
 CU0573  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0573
 CU0573                         *CURRENT SURVEY CONTROL
 CU0573  ___________________________________________________________________
 CU0573* NAD 83(1986)-  32 15 59.     (N)    101 26 14.     (W)     SCALED    
 CU0573* NAVD 88     -       734.408  (meters)    2409.47   (feet)  ADJUSTED  
 CU0573  ___________________________________________________________________
 CU0573  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CU0573  DYNAMIC HT  -         733.399 (meters)    2406.16  (feet)  COMP
 CU0573  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 CU0573
 CU0573  VERT ORDER  -  FIRST     CLASS II
 CU0573
 CU0573.The horizontal coordinates were scaled from a topographic map and have
 CU0573.an estimated accuracy of +/- 6 seconds.
 CU0573
 CU0573.The orthometric height was determined by differential leveling
 CU0573.and adjusted by the National Geodetic Survey in June 1991..
 CU0573
 CU0573.The geoid height was determined by GEOID03.
 CU0573
 CU0573.The dynamic height is computed by dividing the NAVD 88
 CU0573.geopotential number by the normal gravity value computed on the
 CU0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0573.degrees latitude (g = 980.6199 gals.).
 CU0573
 CU0573.The modeled gravity was interpolated from observed gravity values.
 CU0573
 CU0573;                    North         East    Units  Estimated Accuracy
 CU0573;SPC TXNC     - 2,070,370.      323,300.      MT  (+/- 180 meters Scaled)
 CU0573
 CU0573                          SUPERSEDED SURVEY CONTROL
 CU0573
 CU0573  NGVD 29 (??/??/92)  734.139  (m)         2408.59   (f) ADJ UNCH    1 2
 CU0573
 CU0573.Superseded values are not recommended for survey control.
 CU0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0573.See file dsdata.txt to determine how the superseded data were derived.
 CU0573
 CU0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA704725(NAD 83)
 CU0573_MARKER: DB = BENCH MARK DISK
 CU0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0573_STAMPING: P 1059 1956
 CU0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0573+STABILITY: SURFACE MOTION
 CU0573
 CU0573  HISTORY     - Date     Condition        Report By
 CU0573  HISTORY     - 1956     MONUMENTED       CGS
 CU0573  HISTORY     - 1965     GOOD             NGS
 CU0573
 CU0573                          STATION DESCRIPTION
 CU0573
 CU0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0573'2.45 MI NE FROM BIG SPRING.
 CU0573'2.45 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0573'STATION AT BIG SPRING, AT A ROAD CROSSING, 102 FEET SOUTHEAST OF THE
 CU0573'3RD POLE NORTHEAST OF MILEPOST 511, 143 FEET SOUTHEAST OF THE
 CU0573'SOUTHEAST RAIL, 87 FEET EAST OF THE CENTER LINE OF A ROAD, 61.8 FEET
 CU0573'NORTHEAST OF A POWER POLE, 3 FEET EAST OF A WITNESS POST, 5 FEET BELOW
 CU0573'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CU0573'0.4 FOOT ABOVE THE GROUND.
 CU0573
 CU0573                          STATION RECOVERY (1965)
 CU0573
 CU0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CU0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0016 ***********************************************************************
 BP0016  DESIGNATION -  P 106
 BP0016  PID         -  BP0016
 BP0016  STATE/COUNTY-  TX/PECOS
 BP0016  USGS QUAD   -  BOOTLEG CANYON (1969)
 BP0016
 BP0016                         *CURRENT SURVEY CONTROL
 BP0016  ___________________________________________________________________
 BP0016* NAD 83(1986)-  30 53 30.     (N)    102 23 34.     (W)     SCALED    
 BP0016* NAVD 88     -       774.834  (meters)    2542.10   (feet)  ADJUSTED  
 BP0016  ___________________________________________________________________
 BP0016  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BP0016  DYNAMIC HT  -         773.701 (meters)    2538.38  (feet)  COMP
 BP0016  MODELED GRAV-     979,153.0   (mgal)                       NAVD 88
 BP0016
 BP0016  VERT ORDER  -  FIRST     CLASS II
 BP0016
 BP0016.The horizontal coordinates were scaled from a topographic map and have
 BP0016.an estimated accuracy of +/- 6 seconds.
 BP0016
 BP0016.The orthometric height was determined by differential leveling
 BP0016.and adjusted by the National Geodetic Survey in June 1991..
 BP0016
 BP0016.The geoid height was determined by GEOID03.
 BP0016
 BP0016.The dynamic height is computed by dividing the NAVD 88
 BP0016.geopotential number by the normal gravity value computed on the
 BP0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0016.degrees latitude (g = 980.6199 gals.).
 BP0016
 BP0016.The modeled gravity was interpolated from observed gravity values.
 BP0016
 BP0016;                    North         East    Units  Estimated Accuracy
 BP0016;SPC TX C     - 3,137,620.      503,130.      MT  (+/- 180 meters Scaled)
 BP0016
 BP0016                          SUPERSEDED SURVEY CONTROL
 BP0016
 BP0016  NGVD 29 (??/??/92)  774.560  (m)         2541.20   (f) ADJ UNCH    1 2
 BP0016
 BP0016.Superseded values are not recommended for survey control.
 BP0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0016.See file dsdata.txt to determine how the superseded data were derived.
 BP0016
 BP0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ492205(NAD 83)
 BP0016_MARKER: DB = BENCH MARK DISK
 BP0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0016_STAMPING: P 106 1933 2541.202
 BP0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0016+STABILITY: SURFACE MOTION
 BP0016
 BP0016  HISTORY     - Date     Condition        Report By
 BP0016  HISTORY     - 1933     MONUMENTED       CGS
 BP0016  HISTORY     - 1958     GOOD             NGS
 BP0016
 BP0016                          STATION DESCRIPTION
 BP0016
 BP0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0016'29.35 MI E FROM FORT STOCKTON.
 BP0016'ABOUT 29.35 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0016'SANTA FE RAILWAY STATION AT FORT STOCKTON, 63 1/2 FEET NORTH-NORTHWEST
 BP0016'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.95 MILE WEST-SOUTHWEST OF A
 BP0016'LARGE PIPE LINE WHICH CROSSES THE HIGHWAY, ABOUT 0.7 MILE
 BP0016'WEST-SOUTHWEST OF A SADDLE LIKE HILL, ABOUT 0.35 MILE EAST-NORTHEAST
 BP0016'OF A PRIVATE ROAD LEADING SOUTHEAST.  14 FEET NORTH-NORTHWEST OF
 BP0016'CONCRETE HIGHWAY MARKER NUMBER 1565, 3 1/2 FEET NORTH-NORTHWEST OF A
 BP0016'FENCE, 1 FOOT  WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF
 BP0016'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0336 ***********************************************************************
 CU0336  DESIGNATION -  P 1060
 CU0336  PID         -  CU0336
 CU0336  STATE/COUNTY-  TX/MITCHELL
 CU0336  USGS QUAD   -  LAKE COLORADO CITY (1978)
 CU0336
 CU0336                         *CURRENT SURVEY CONTROL
 CU0336  ___________________________________________________________________
 CU0336* NAD 83(1986)-  32 22 00.     (N)    100 58 41.     (W)     SCALED    
 CU0336* NAVD 88     -       638.085  (meters)    2093.45   (feet)  ADJUSTED  
 CU0336  ___________________________________________________________________
 CU0336  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CU0336  DYNAMIC HT  -         637.230 (meters)    2090.65  (feet)  COMP
 CU0336  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 CU0336
 CU0336  VERT ORDER  -  FIRST     CLASS II
 CU0336
 CU0336.The horizontal coordinates were scaled from a topographic map and have
 CU0336.an estimated accuracy of +/- 6 seconds.
 CU0336
 CU0336.The orthometric height was determined by differential leveling
 CU0336.and adjusted by the National Geodetic Survey in June 1991..
 CU0336
 CU0336.The geoid height was determined by GEOID03.
 CU0336
 CU0336.The dynamic height is computed by dividing the NAVD 88
 CU0336.geopotential number by the normal gravity value computed on the
 CU0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0336.degrees latitude (g = 980.6199 gals.).
 CU0336
 CU0336.The modeled gravity was interpolated from observed gravity values.
 CU0336
 CU0336;                    North         East    Units  Estimated Accuracy
 CU0336;SPC TXNC     - 2,080,380.      366,810.      MT  (+/- 180 meters Scaled)
 CU0336
 CU0336                          SUPERSEDED SURVEY CONTROL
 CU0336
 CU0336  NGVD 29 (??/??/92)  637.870  (m)         2092.75   (f) ADJ UNCH    1 2
 CU0336
 CU0336.Superseded values are not recommended for survey control.
 CU0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0336.See file dsdata.txt to determine how the superseded data were derived.
 CU0336
 CU0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA138827(NAD 83)
 CU0336_MARKER: DB = BENCH MARK DISK
 CU0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0336_STAMPING: P 1060 1956
 CU0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0336+STABILITY: SURFACE MOTION
 CU0336
 CU0336  HISTORY     - Date     Condition        Report By
 CU0336  HISTORY     - 1956     MONUMENTED       CGS
 CU0336
 CU0336                          STATION DESCRIPTION
 CU0336
 CU0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0336'2.1 MI NE FROM WESTBROOK.
 CU0336'2.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0336'SECTION FOREMANS HOUSE AT WESTBROOK, 0.3 MILE SOUTHWEST OF A ROAD
 CU0336'CROSSING, 27.3 FEET SOUTHWEST OF THE 2ND POLE NORTHEAST OF MILEPOST
 CU0336'483, IN LINE WITH A ROW OF TELEPHONE POLES, 33.5 FEET SOUTHEAST OF THE
 CU0336'SOUTHEAST RAIL, 14 FEET NORTHWEST OF A FENCE, 2.6 FEET SOUTHWEST OF A
 CU0336'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CU0336'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0031 ***********************************************************************
 CC0031  DESIGNATION -  P 1061
 CC0031  PID         -  CC0031
 CC0031  STATE/COUNTY-  TX/MIDLAND
 CC0031  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0031
 CC0031                         *CURRENT SURVEY CONTROL
 CC0031  ___________________________________________________________________
 CC0031* NAD 83(1986)-  31 54 51.     (N)    102 13 56.     (W)     SCALED    
 CC0031* NAVD 88     -       870.671  (meters)    2856.53   (feet)  ADJUSTED  
 CC0031  ___________________________________________________________________
 CC0031  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CC0031  DYNAMIC HT  -         869.437 (meters)    2852.48  (feet)  COMP
 CC0031  MODELED GRAV-     979,193.8   (mgal)                       NAVD 88
 CC0031
 CC0031  VERT ORDER  -  FIRST     CLASS II
 CC0031
 CC0031.The horizontal coordinates were scaled from a topographic map and have
 CC0031.an estimated accuracy of +/- 6 seconds.
 CC0031
 CC0031.The orthometric height was determined by differential leveling
 CC0031.and adjusted by the National Geodetic Survey in June 1991..
 CC0031
 CC0031.The geoid height was determined by GEOID03.
 CC0031
 CC0031.The dynamic height is computed by dividing the NAVD 88
 CC0031.geopotential number by the normal gravity value computed on the
 CC0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0031.degrees latitude (g = 980.6199 gals.).
 CC0031
 CC0031.The modeled gravity was interpolated from observed gravity values.
 CC0031
 CC0031;                    North         East    Units  Estimated Accuracy
 CC0031;SPC TX C     - 3,250,690.      520,410.      MT  (+/- 180 meters Scaled)
 CC0031
 CC0031                          SUPERSEDED SURVEY CONTROL
 CC0031
 CC0031  NGVD 29 (??/??/92)  870.283  (m)         2855.25   (f) ADJ UNCH    1 2
 CC0031
 CC0031.Superseded values are not recommended for survey control.
 CC0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0031.See file dsdata.txt to determine how the superseded data were derived.
 CC0031
 CC0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR617342(NAD 83)
 CC0031_MARKER: DB = BENCH MARK DISK
 CC0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0031_SP_SET: CULVERT
 CC0031_STAMPING: P 1061 1956
 CC0031_MARK LOGO: CGS   
 CC0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0031
 CC0031  HISTORY     - Date     Condition        Report By
 CC0031  HISTORY     - 1956     MONUMENTED       CGS
 CC0031  HISTORY     - 1975     GOOD             LOCSUR
 CC0031  HISTORY     - 1982     GOOD             NGS
 CC0031
 CC0031                          STATION DESCRIPTION
 CC0031
 CC0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0031'9.4 MI NE FROM ODESSA.
 CC0031'9.4 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0031'STATION AT ODESSA, 5 POLES SOUTHWEST OF MILEPOST 564, 68.7 FEET
 CC0031'NORTHWEST OF THE NORTHWEST RAIL, 29 FEET SOUTHEAST OF THE CENTER LINE
 CC0031'OF THE SOUTHEAST TRAFFIC LANE OF U.S. HIGHWAY 80, SET IN THE TOP OF
 CC0031'THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT
 CC0031'UNDER THE HIGHWAY.
 CC0031
 CC0031                          STATION RECOVERY (1975)
 CC0031
 CC0031'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 CC0031'RECOVERED IN GOOD CONDITION.
 CC0031
 CC0031                          STATION RECOVERY (1982)
 CC0031
 CC0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0031'15.1 KM (9.4 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0031'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, IN TOP OF AND 0.6
 CC0031'METER (2.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHWEST
 CC0031'CONCRETE HEADWALL OF A CULVERT UNDER THE EAST BOUND LANES OF U.S.
 CC0031'HIGHWAY 80, 20.9 METERS (68.6 FT) NORTHWEST OF THE NEAR RAIL AND 8.8
 CC0031'METERS (28.9 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES
 CC0031'OF THE HIGHWAY.
 CC0031'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0063 ***********************************************************************
 CC0063  DESIGNATION -  P 1062
 CC0063  PID         -  CC0063
 CC0063  STATE/COUNTY-  TX/ECTOR
 CC0063  USGS QUAD   -  ODESSA SW (1981)
 CC0063
 CC0063                         *CURRENT SURVEY CONTROL
 CC0063  ___________________________________________________________________
 CC0063* NAD 83(1986)-  31 46 46.     (N)    102 29 32.     (W)     SCALED    
 CC0063* NAVD 88     -       925.903  (meters)    3037.73   (feet)  ADJUSTED  
 CC0063  ___________________________________________________________________
 CC0063  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CC0063  DYNAMIC HT  -         924.593 (meters)    3033.44  (feet)  COMP
 CC0063  MODELED GRAV-     979,194.0   (mgal)                       NAVD 88
 CC0063
 CC0063  VERT ORDER  -  FIRST     CLASS II
 CC0063
 CC0063.The horizontal coordinates were scaled from a topographic map and have
 CC0063.an estimated accuracy of +/- 6 seconds.
 CC0063
 CC0063.The orthometric height was determined by differential leveling
 CC0063.and adjusted by the National Geodetic Survey in June 1991..
 CC0063
 CC0063.The geoid height was determined by GEOID03.
 CC0063
 CC0063.The dynamic height is computed by dividing the NAVD 88
 CC0063.geopotential number by the normal gravity value computed on the
 CC0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0063.degrees latitude (g = 980.6199 gals.).
 CC0063
 CC0063.The modeled gravity was interpolated from observed gravity values.
 CC0063
 CC0063;                    North         East    Units  Estimated Accuracy
 CC0063;SPC TX C     - 3,236,210.      495,530.      MT  (+/- 180 meters Scaled)
 CC0063
 CC0063                          SUPERSEDED SURVEY CONTROL
 CC0063
 CC0063  NGVD 29 (??/??/92)  925.514  (m)         3036.46   (f) ADJ UNCH    1 2
 CC0063
 CC0063.Superseded values are not recommended for survey control.
 CC0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0063.See file dsdata.txt to determine how the superseded data were derived.
 CC0063
 CC0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR374187(NAD 83)
 CC0063_MARKER: DB = BENCH MARK DISK
 CC0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0063_SP_SET: CULVERT
 CC0063_STAMPING: P 1062 1956
 CC0063_MARK LOGO: CGS   
 CC0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0063
 CC0063  HISTORY     - Date     Condition        Report By
 CC0063  HISTORY     - 1956     MONUMENTED       CGS
 CC0063  HISTORY     - 1982     GOOD             NGS
 CC0063
 CC0063                          STATION DESCRIPTION
 CC0063
 CC0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0063'8.6 MI SW FROM ODESSA.
 CC0063'8.6 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0063'STATION AT ODESSA, 2 1/2 POLES SOUTHWEST OF MILEPOST 582, 14.7 FEET
 CC0063'NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE NORTHEAST END
 CC0063'OF THE NORTHWEST HEADWALL OF A CONCRETE PIPE CULVERT UNDER THE
 CC0063'RAILROAD.
 CC0063
 CC0063                          STATION RECOVERY (1982)
 CC0063
 CC0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0063'14.1 KM (8.75 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0063'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, IN TOP OF AND 0.6
 CC0063'METER (2.0 FT) WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF
 CC0063'A CULVERT UNDER THE TRACKS AND 4.5 METERS (14.8 FT) NORTH-NORTHWEST OF
 CC0063'THE NEAR RAIL.
 CC0063'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0381 ***********************************************************************
 CC0381  DESIGNATION -  P 1063
 CC0381  PID         -  CC0381
 CC0381  STATE/COUNTY-  TX/REEVES
 CC0381  USGS QUAD   -  PECOS WEST (1981)
 CC0381
 CC0381                         *CURRENT SURVEY CONTROL
 CC0381  ___________________________________________________________________
 CC0381* NAD 83(1986)-  31 25 47.     (N)    103 30 23.     (W)     SCALED    
 CC0381* NAVD 88     -       787.669  (meters)    2584.21   (feet)  ADJUSTED  
 CC0381  ___________________________________________________________________
 CC0381  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 CC0381  DYNAMIC HT  -         786.520 (meters)    2580.44  (feet)  COMP
 CC0381  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 CC0381
 CC0381  VERT ORDER  -  FIRST     CLASS II
 CC0381
 CC0381.The horizontal coordinates were scaled from a topographic map and have
 CC0381.an estimated accuracy of +/- 6 seconds.
 CC0381
 CC0381.The orthometric height was determined by differential leveling
 CC0381.and adjusted by the National Geodetic Survey in June 1991..
 CC0381
 CC0381.The geoid height was determined by GEOID03.
 CC0381
 CC0381.The dynamic height is computed by dividing the NAVD 88
 CC0381.geopotential number by the normal gravity value computed on the
 CC0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0381.degrees latitude (g = 980.6199 gals.).
 CC0381
 CC0381.The modeled gravity was interpolated from observed gravity values.
 CC0381
 CC0381;                    North         East    Units  Estimated Accuracy
 CC0381;SPC TX C     - 3,199,750.      398,400.      MT  (+/- 180 meters Scaled)
 CC0381
 CC0381                          SUPERSEDED SURVEY CONTROL
 CC0381
 CC0381  NGVD 29 (??/??/92)  787.537  (m)         2583.78   (f) ADJ UNCH    1 2
 CC0381
 CC0381.Superseded values are not recommended for survey control.
 CC0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0381.See file dsdata.txt to determine how the superseded data were derived.
 CC0381
 CC0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ419781(NAD 83)
 CC0381_MARKER: DB = BENCH MARK DISK
 CC0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0381_STAMPING: P 1063 1956
 CC0381_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0381+STABILITY: SURFACE MOTION
 CC0381
 CC0381  HISTORY     - Date     Condition        Report By
 CC0381  HISTORY     - 1956     MONUMENTED       CGS
 CC0381  HISTORY     - 1981     GOOD             NGS
 CC0381
 CC0381                          STATION DESCRIPTION
 CC0381
 CC0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0381'0.5 MI N FROM PECOS.
 CC0381'0.5 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0381'STATION AT PECOS, 48.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 CC0381'MAIN TRACK, 88 FEET SOUTH OF THE CENTER OF AN OILED ROAD CROSSING, 73
 CC0381'FEET SOUTHEAST OF THE CENTER LINE OF AN OILED ROAD, 41.6 FEET
 CC0381'SOUTHEAST OF MILEPOST 271, 66.1 FEET NORTHWEST OF A VERTICAL SECTION
 CC0381'OF RAIL WHICH WAS FORMERLY MILEPOST 271, 3 FEET NORTHWEST OF A WITNESS
 CC0381'POST, IN LINE WITH A ROW OF TELEPHONE POLES, SET IN THE TOP OF A
 CC0381'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CC0381
 CC0381                          STATION RECOVERY (1981)
 CC0381
 CC0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0381'IN PECOS, AT THE WEST F STREET CROSSING OF THE ATCHISON, TOPEKA AND
 CC0381'SANTA FE RAILROAD (THESE TRACKS ARE A SPUR LINE AND ARE RARELY USED),
 CC0381'26.8 METERS (88.0 FT) SOUTH OF THE CENTER OF THE CROSSING, 22.3
 CC0381'METERS (73.0 FT) SOUTHEAST OF THE CENTER OF THE STREET, 20.2 METERS
 CC0381'(66.1 FT) NORTHWEST OF MILE POST 271, 14.9 METERS (48.8 FT) SOUTHWEST
 CC0381'OF THE NEAR RAIL, AND 11.0 METERS (36.0 FT) SOUTHEAST OF A UTILITY
 CC0381'POLE.
 CC0381'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CC0381'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0226 ***********************************************************************
 CC0226  DESIGNATION -  P 1064
 CC0226  PID         -  CC0226
 CC0226  STATE/COUNTY-  TX/WARD
 CC0226  USGS QUAD   -  MONAHANS (1981)
 CC0226
 CC0226                         *CURRENT SURVEY CONTROL
 CC0226  ___________________________________________________________________
 CC0226* NAD 83(1986)-  31 35 58.     (N)    102 52 40.     (W)     SCALED    
 CC0226* NAVD 88     -       802.062  (meters)    2631.43   (feet)  ADJUSTED  
 CC0226  ___________________________________________________________________
 CC0226  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CC0226  DYNAMIC HT  -         800.950 (meters)    2627.78  (feet)  COMP
 CC0226  MODELED GRAV-     979,226.3   (mgal)                       NAVD 88
 CC0226
 CC0226  VERT ORDER  -  FIRST     CLASS II
 CC0226
 CC0226.The horizontal coordinates were scaled from a topographic map and have
 CC0226.an estimated accuracy of +/- 6 seconds.
 CC0226
 CC0226.The orthometric height was determined by differential leveling
 CC0226.and adjusted by the National Geodetic Survey in June 1991..
 CC0226
 CC0226.The geoid height was determined by GEOID03.
 CC0226
 CC0226.The dynamic height is computed by dividing the NAVD 88
 CC0226.geopotential number by the normal gravity value computed on the
 CC0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0226.degrees latitude (g = 980.6199 gals.).
 CC0226
 CC0226.The modeled gravity was interpolated from observed gravity values.
 CC0226
 CC0226;                    North         East    Units  Estimated Accuracy
 CC0226;SPC TX C     - 3,217,020.      458,570.      MT  (+/- 180 meters Scaled)
 CC0226
 CC0226                          SUPERSEDED SURVEY CONTROL
 CC0226
 CC0226  NGVD 29 (??/??/92)  801.733  (m)         2630.35   (f) ADJ UNCH    1 2
 CC0226
 CC0226.Superseded values are not recommended for survey control.
 CC0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0226.See file dsdata.txt to determine how the superseded data were derived.
 CC0226
 CC0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ013979(NAD 83)
 CC0226_MARKER: DB = BENCH MARK DISK
 CC0226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0226_SP_SET: 34 FT
 CC0226_STAMPING: P 1064 1956
 CC0226_MARK LOGO: CGS   
 CC0226_PROJECTION: FLUSH
 CC0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0226_ROD/PIPE-DEPTH: 10.4 meters
 CC0226
 CC0226  HISTORY     - Date     Condition        Report By
 CC0226  HISTORY     - 1956     MONUMENTED       CGS
 CC0226  HISTORY     - 1982     GOOD             NGS
 CC0226  HISTORY     - 20010202 POOR             USPSQD
 CC0226
 CC0226                          STATION DESCRIPTION
 CC0226
 CC0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0226'0.9 MI NE FROM MONAHANS.
 CC0226'0.9 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0226'STATION AT MONAHANS, 128.5 FEET WEST OF A ROUND CONCRETE TELEPHONE
 CC0226'BOOTH, 7 RAILS SOUTHWEST OF A ROAD CROSSING, 60.6 FEET WEST OF A POWER
 CC0226'POLE, 68.9 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET SOUTHEAST OF A
 CC0226'FENCE, 2.4 FEET NORTHEAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF
 CC0226'THE RAILS, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD
 CC0226'WHICH IS DRIVEN 34 FEET IN THE GROUND, INCASED IN A 6 INCH CONCRETE
 CC0226'PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0226
 CC0226                          STATION RECOVERY (1982)
 CC0226
 CC0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0226'1.6 KM (1.0 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0226'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 27.4 METERS (89.9
 CC0226'FT) NORTH-NORTHWEST OF THE NEAR RAIL, 18.3 METERS (60.0 FT) NORTHWEST
 CC0226'OF A UTILITY POLE AND 0.9 METER (3.0 FT) SOUTH-SOUTHEAST OF A FENCE.
 CC0226'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CC0226'THE MARK IS 1.0 M BELOW THE TRACKS.
 CC0226
 CC0226                          STATION RECOVERY (2001)
 CC0226
 CC0226'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0226'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0316 ***********************************************************************
 CC0316  DESIGNATION -  P 1065
 CC0316  PID         -  CC0316
 CC0316  STATE/COUNTY-  TX/WARD
 CC0316  USGS QUAD   -  QUITO DRAW (1981)
 CC0316
 CC0316                         *CURRENT SURVEY CONTROL
 CC0316  ___________________________________________________________________
 CC0316* NAD 83(1986)-  31 28 37.     (N)    103 19 26.     (W)     SCALED    
 CC0316* NAVD 88     -       810.582  (meters)    2659.38   (feet)  ADJUSTED  
 CC0316  ___________________________________________________________________
 CC0316  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CC0316  DYNAMIC HT  -         809.404 (meters)    2655.52  (feet)  COMP
 CC0316  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 CC0316
 CC0316  VERT ORDER  -  FIRST     CLASS II
 CC0316
 CC0316.The horizontal coordinates were scaled from a topographic map and have
 CC0316.an estimated accuracy of +/- 6 seconds.
 CC0316
 CC0316.The orthometric height was determined by differential leveling
 CC0316.and adjusted by the National Geodetic Survey in June 1991..
 CC0316
 CC0316.The geoid height was determined by GEOID03.
 CC0316
 CC0316.The dynamic height is computed by dividing the NAVD 88
 CC0316.geopotential number by the normal gravity value computed on the
 CC0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0316.degrees latitude (g = 980.6199 gals.).
 CC0316
 CC0316.The modeled gravity was interpolated from observed gravity values.
 CC0316
 CC0316;                    North         East    Units  Estimated Accuracy
 CC0316;SPC TX C     - 3,204,500.      415,880.      MT  (+/- 180 meters Scaled)
 CC0316
 CC0316                          SUPERSEDED SURVEY CONTROL
 CC0316
 CC0316  NGVD 29 (??/??/92)  810.241  (m)         2658.27   (f) ADJ UNCH    1 2
 CC0316
 CC0316.Superseded values are not recommended for survey control.
 CC0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0316.See file dsdata.txt to determine how the superseded data were derived.
 CC0316
 CC0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ592836(NAD 83)
 CC0316_MARKER: DB = BENCH MARK DISK
 CC0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0316_SP_SET: ABUTMENT
 CC0316_STAMPING: P 1065 1956
 CC0316_MARK LOGO: CGS   
 CC0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0316
 CC0316  HISTORY     - Date     Condition        Report By
 CC0316  HISTORY     - 1956     MONUMENTED       CGS
 CC0316  HISTORY     - 1981     GOOD             NGS
 CC0316
 CC0316                          STATION DESCRIPTION
 CC0316
 CC0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0316'4.3 MI NE FROM BARSTOW.
 CC0316'4.3 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0316'STATION AT BARSTOW, 3 POLES SOUTHWEST OF MILEPOST 636, 5.6 FEET
 CC0316'SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET BELOW THE TOP OF THE RAILS,
 CC0316'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A
 CC0316'CONCRETE BRIDGE OVER A DRY WASH.
 CC0316
 CC0316                          STATION RECOVERY (1981)
 CC0316
 CC0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0316'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 CC0316'WITH INTERSTATE HIGHWAY 20 IN PECOS, THENCE 19.2 KM (11.9 MI)
 CC0316'NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD, 1-1/2 POLES SOUTHWEST
 CC0316'OF MILE POST 636, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST
 CC0316'ABUTMENT OF A CONCRETE RAILROAD BRIDGE OVER A DRY WASH, AND 1.7
 CC0316'METERS (5.6 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0316'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0366 ***********************************************************************
 CC0366  DESIGNATION -  P 1066
 CC0366  PID         -  CC0366
 CC0366  STATE/COUNTY-  TX/REEVES
 CC0366  USGS QUAD   -  GOZAR (1970)
 CC0366
 CC0366                         *CURRENT SURVEY CONTROL
 CC0366  ___________________________________________________________________
 CC0366* NAD 83(1986)-  31 14 03.     (N)    103 54 03.     (W)     SCALED    
 CC0366* NAVD 88     -       975.641  (meters)    3200.92   (feet)  ADJUSTED  
 CC0366  ___________________________________________________________________
 CC0366  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CC0366  DYNAMIC HT  -         974.195 (meters)    3196.17  (feet)  COMP
 CC0366  MODELED GRAV-     979,125.0   (mgal)                       NAVD 88
 CC0366
 CC0366  VERT ORDER  -  FIRST     CLASS II
 CC0366
 CC0366.The horizontal coordinates were scaled from a topographic map and have
 CC0366.an estimated accuracy of +/- 6 seconds.
 CC0366
 CC0366.The orthometric height was determined by differential leveling
 CC0366.and adjusted by the National Geodetic Survey in June 1991..
 CC0366
 CC0366.The geoid height was determined by GEOID03.
 CC0366
 CC0366.The dynamic height is computed by dividing the NAVD 88
 CC0366.geopotential number by the normal gravity value computed on the
 CC0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0366.degrees latitude (g = 980.6199 gals.).
 CC0366
 CC0366.The modeled gravity was interpolated from observed gravity values.
 CC0366
 CC0366;                    North         East    Units  Estimated Accuracy
 CC0366;SPC TX C     - 3,179,220.      360,220.      MT  (+/- 180 meters Scaled)
 CC0366
 CC0366                          SUPERSEDED SURVEY CONTROL
 CC0366
 CC0366  NGVD 29 (??/??/92)  975.270  (m)         3199.70   (f) ADJ UNCH    1 2
 CC0366
 CC0366.Superseded values are not recommended for survey control.
 CC0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0366.See file dsdata.txt to determine how the superseded data were derived.
 CC0366
 CC0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ046560(NAD 83)
 CC0366_MARKER: DB = BENCH MARK DISK
 CC0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0366_STAMPING: P 1066 1956
 CC0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0366+STABILITY: SURFACE MOTION
 CC0366
 CC0366  HISTORY     - Date     Condition        Report By
 CC0366  HISTORY     - 1956     MONUMENTED       CGS
 CC0366
 CC0366                          STATION DESCRIPTION
 CC0366
 CC0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0366'2.0 MI NE FROM GOZAR.
 CC0366'2.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0366'STATION SIGN AT GOZAR, 17 FEET NORTHEAST OF THE 17TH POLE NORTHEAST OF
 CC0366'MILEPOST 675, 45.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET
 CC0366'NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 CC0366'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0091 ***********************************************************************
 CD0091  DESIGNATION -  P 1068
 CD0091  PID         -  CD0091
 CD0091  STATE/COUNTY-  TX/JEFF DAVIS
 CD0091  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0091
 CD0091                         *CURRENT SURVEY CONTROL
 CD0091  ___________________________________________________________________
 CD0091* NAD 83(1986)-  31 05 44.     (N)    104 07 12.     (W)     SCALED    
 CD0091* NAVD 88     -      1207.213  (meters)    3960.66   (feet)  ADJUSTED  
 CD0091  ___________________________________________________________________
 CD0091  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 CD0091  DYNAMIC HT  -        1205.355 (meters)    3954.57  (feet)  COMP
 CD0091  MODELED GRAV-     979,059.4   (mgal)                       NAVD 88
 CD0091
 CD0091  VERT ORDER  -  FIRST     CLASS II
 CD0091
 CD0091.The horizontal coordinates were scaled from a topographic map and have
 CD0091.an estimated accuracy of +/- 6 seconds.
 CD0091
 CD0091.The orthometric height was determined by differential leveling
 CD0091.and adjusted by the National Geodetic Survey in June 1991..
 CD0091
 CD0091.The geoid height was determined by GEOID03.
 CD0091
 CD0091.The dynamic height is computed by dividing the NAVD 88
 CD0091.geopotential number by the normal gravity value computed on the
 CD0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0091.degrees latitude (g = 980.6199 gals.).
 CD0091
 CD0091.The modeled gravity was interpolated from observed gravity values.
 CD0091
 CD0091;                    North         East    Units  Estimated Accuracy
 CD0091;SPC TX C     - 3,164,550.      338,830.      MT  (+/- 180 meters Scaled)
 CD0091
 CD0091                          SUPERSEDED SURVEY CONTROL
 CD0091
 CD0091  NGVD 29 (??/??/92) 1206.750  (m)         3959.15   (f) ADJ UNCH    1 2
 CD0091
 CD0091.Superseded values are not recommended for survey control.
 CD0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0091.See file dsdata.txt to determine how the superseded data were derived.
 CD0091
 CD0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ839405(NAD 83)
 CD0091_MARKER: DB = BENCH MARK DISK
 CD0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0091_SP_SET: FOOTING
 CD0091_STAMPING: P 1068 1956
 CD0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0091
 CD0091  HISTORY     - Date     Condition        Report By
 CD0091  HISTORY     - 1956     MONUMENTED       CGS
 CD0091
 CD0091                          STATION DESCRIPTION
 CD0091
 CD0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0091'4.85 MI SW FROM SAN MARTINE.
 CD0091'4.85 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0091'SECTION FOREMANS HOUSE AT SAN MARTINE, AT THE SOUTH END OF LEVISON
 CD0091'SWITCH, 55.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 34.5 FEET
 CD0091'SOUTHWEST OF A JEFF DAVIS AND CULBERSON COUNTY LINE MARKER, 4.0 FEET
 CD0091'ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF THE NORTHEAST
 CD0091'CONCRETE FOOTING OF AN OLD WATER TANK WHICH HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0175 ***********************************************************************
 CD0175  DESIGNATION -  P 1069
 CD0175  PID         -  CD0175
 CD0175  STATE/COUNTY-  TX/CULBERSON
 CD0175  USGS QUAD   -  PLATEAU (1979)
 CD0175
 CD0175                         *CURRENT SURVEY CONTROL
 CD0175  ___________________________________________________________________
 CD0175* NAD 83(1986)-  31 03 58.     (N)    104 31 05.     (W)     SCALED    
 CD0175* NAVD 88     -      1228.822  (meters)    4031.56   (feet)  ADJUSTED  
 CD0175  ___________________________________________________________________
 CD0175  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CD0175  DYNAMIC HT  -        1226.915 (meters)    4025.30  (feet)  COMP
 CD0175  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 CD0175
 CD0175  VERT ORDER  -  FIRST     CLASS II
 CD0175
 CD0175.The horizontal coordinates were scaled from a topographic map and have
 CD0175.an estimated accuracy of +/- 6 seconds.
 CD0175
 CD0175.The orthometric height was determined by differential leveling
 CD0175.and adjusted by the National Geodetic Survey in June 1991..
 CD0175
 CD0175.The geoid height was determined by GEOID03.
 CD0175
 CD0175.The dynamic height is computed by dividing the NAVD 88
 CD0175.geopotential number by the normal gravity value computed on the
 CD0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0175.degrees latitude (g = 980.6199 gals.).
 CD0175
 CD0175.The modeled gravity was interpolated from observed gravity values.
 CD0175
 CD0175;                    North         East    Units  Estimated Accuracy
 CD0175;SPC TX C     - 3,162,650.      300,760.      MT  (+/- 180 meters Scaled)
 CD0175
 CD0175                          SUPERSEDED SURVEY CONTROL
 CD0175
 CD0175  NGVD 29 (??/??/92) 1228.334  (m)         4029.96   (f) ADJ UNCH    1 2
 CD0175
 CD0175.Superseded values are not recommended for survey control.
 CD0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0175.See file dsdata.txt to determine how the superseded data were derived.
 CD0175
 CD0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ459370(NAD 83)
 CD0175_MARKER: DB = BENCH MARK DISK
 CD0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0175_STAMPING: P 1069 1956
 CD0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0175+STABILITY: SURFACE MOTION
 CD0175
 CD0175  HISTORY     - Date     Condition        Report By
 CD0175  HISTORY     - 1956     MONUMENTED       CGS
 CD0175
 CD0175                          STATION DESCRIPTION
 CD0175
 CD0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0175'2.35 MI E FROM PLATEAU.
 CD0175'2.35 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0175'FOREMANS HOUSE AT PLATEAU, 49.8 FEET SOUTH OF THE SOUTH RAIL, 22.4
 CD0175'FEET SOUTHEAST OF THE 12TH POLE EAST OF MILEPOST 717, 1.6 FEET SOUTH
 CD0175'OF A FENCE, 2.1 FEET WEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF
 CD0175'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 CD0175'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0175 ***********************************************************************
 CC0175  DESIGNATION -  P 107
 CC0175  PID         -  CC0175
 CC0175  STATE/COUNTY-  TX/WARD
 CC0175  USGS QUAD   -  GRANDFALLS (1981)
 CC0175
 CC0175                         *CURRENT SURVEY CONTROL
 CC0175  ___________________________________________________________________
 CC0175* NAD 83(1986)-  31 19 38.     (N)    102 51 09.     (W)     SCALED    
 CC0175* NAVD 88     -       741.649  (meters)    2433.23   (feet)  ADJUSTED  
 CC0175  ___________________________________________________________________
 CC0175  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CC0175  DYNAMIC HT  -         740.605 (meters)    2429.80  (feet)  COMP
 CC0175  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 CC0175
 CC0175  VERT ORDER  -  FIRST     CLASS II
 CC0175
 CC0175.The horizontal coordinates were scaled from a topographic map and have
 CC0175.an estimated accuracy of +/- 6 seconds.
 CC0175
 CC0175.The orthometric height was determined by differential leveling
 CC0175.and adjusted by the National Geodetic Survey in June 1991..
 CC0175
 CC0175.The geoid height was determined by GEOID03.
 CC0175
 CC0175.The dynamic height is computed by dividing the NAVD 88
 CC0175.geopotential number by the normal gravity value computed on the
 CC0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0175.degrees latitude (g = 980.6199 gals.).
 CC0175
 CC0175.The modeled gravity was interpolated from observed gravity values.
 CC0175
 CC0175;                    North         East    Units  Estimated Accuracy
 CC0175;SPC TX C     - 3,186,800.      460,280.      MT  (+/- 180 meters Scaled)
 CC0175
 CC0175                          SUPERSEDED SURVEY CONTROL
 CC0175
 CC0175  NGVD 29 (??/??/92)  741.370  (m)         2432.31   (f) ADJ UNCH    1 2
 CC0175
 CC0175.Superseded values are not recommended for survey control.
 CC0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0175.See file dsdata.txt to determine how the superseded data were derived.
 CC0175
 CC0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ043678(NAD 83)
 CC0175_MARKER: DB = BENCH MARK DISK
 CC0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0175_SP_SET: MONUMENT
 CC0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0175
 CC0175  HISTORY     - Date     Condition        Report By
 CC0175  HISTORY     - UNK      MONUMENTED       CGS
 CC0175  HISTORY     - 1933     GOOD             NGS
 CC0175  HISTORY     - 1953     MARK NOT FOUND   NGS
 CC0175
 CC0175                          STATION DESCRIPTION
 CC0175
 CC0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CC0175'1.0 MI S FROM GRAND FALLS.
 CC0175'1.9 MILES NORTH OF PECOS RIVER BRIDGE, 0.3 MILES SOUTH OF HOUSE, 66
 CC0175'FEET EAST OF CENTER LINE AND ABOUT 75 FEET SOUTH OF EAST AND WEST
 CC0175'FENCE.
 CC0175
 CC0175                          STATION RECOVERY (1953)
 CC0175
 CC0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CC0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0205 ***********************************************************************
 CD0205  SACS        -  This is a Secondary Airport Control Station.
 CD0205  DESIGNATION -  P 1070
 CD0205  PID         -  CD0205
 CD0205  STATE/COUNTY-  TX/CULBERSON
 CD0205  USGS QUAD   -  VAN HORN (1979)
 CD0205
 CD0205                         *CURRENT SURVEY CONTROL
 CD0205  ___________________________________________________________________
 CD0205* NAD 83(1993)-  31 03 43.45618(N)    104 47 34.24359(W)     ADJUSTED  
 CD0205* NAVD 88     -      1207.140  (meters)    3960.43   (feet)  ADJUSTED  
 CD0205  ___________________________________________________________________
 CD0205  X           -  -1,396,489.533 (meters)                     COMP
 CD0205  Y           -  -5,288,174.397 (meters)                     COMP
 CD0205  Z           -   3,272,401.544 (meters)                     COMP
 CD0205  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CD0205  ELLIP HEIGHT-        1184.32  (meters)          (03/15/01) GPS OBS
 CD0205  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0205  DYNAMIC HT  -        1205.246 (meters)    3954.21  (feet)  COMP
 CD0205  MODELED GRAV-     979,030.5   (mgal)                       NAVD 88
 CD0205
 CD0205  HORZ ORDER  -  FIRST
 CD0205  VERT ORDER  -  FIRST     CLASS II
 CD0205  ELLP ORDER  -  FOURTH    CLASS II
 CD0205
 CD0205.This mark is at Culberson Co (VHN) Airport (VHN)
 CD0205
 CD0205.The horizontal coordinates were established by GPS observations
 CD0205.and adjusted by the National Geodetic Survey in December 1996..
 CD0205
 CD0205.The orthometric height was determined by differential leveling
 CD0205.and adjusted by the National Geodetic Survey in June 1991..
 CD0205
 CD0205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CD0205
 CD0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0205
 CD0205.The ellipsoidal height was determined by GPS observations
 CD0205.and is referenced to NAD 83.
 CD0205
 CD0205.The geoid height was determined by GEOID03.
 CD0205
 CD0205.The dynamic height is computed by dividing the NAVD 88
 CD0205.geopotential number by the normal gravity value computed on the
 CD0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0205.degrees latitude (g = 980.6199 gals.).
 CD0205
 CD0205.The modeled gravity was interpolated from observed gravity values.
 CD0205
 CD0205;                    North         East     Units Scale Factor Converg.
 CD0205;SPC TX C     - 3,163,216.861   274,537.783   MT  0.99988230   -2 17 48.9
 CD0205;SPC TX C     -10,377,987.32    900,712.71   sFT  0.99988230   -2 17 48.9
 CD0205;UTM  13      - 3,436,499.445   519,763.429   MT  0.99960482   +0 06 24.8
 CD0205
 CD0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0205!SPC TX C     -   0.99981406  x   0.99988230  =   0.99969638
 CD0205!UTM  13      -   0.99981406  x   0.99960482  =   0.99941895
 CD0205
 CD0205                          SUPERSEDED SURVEY CONTROL
 CD0205
 CD0205  ELLIP H (12/16/96) 1184.37   (m)                       GP(       ) 4 2
 CD0205  NAD 83(1993)-  31 03 43.45600(N)    104 47 34.24238(W) AD(       ) 3
 CD0205  ELLIP H (02/16/96) 1184.48   (m)                       GP(       ) 5 1
 CD0205  ELLIP H (12/21/93) 1184.69   (m)                       GP(       ) 4 1
 CD0205  NAD 83(1986)-  31 03 43.45180(N)    104 47 34.24965(W) AD(       ) 3
 CD0205  NAVD 88 (12/16/96) 1207.22   (m)         3960.7    (f) LEVELING    3  
 CD0205  NGVD 29 (??/??/92) 1206.654  (m)         3958.83   (f) ADJ UNCH    1 2
 CD0205
 CD0205.Superseded values are not recommended for survey control.
 CD0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0205.See file dsdata.txt to determine how the superseded data were derived.
 CD0205
 CD0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ1976336499(NAD 83)
 CD0205_MARKER: DB = BENCH MARK DISK
 CD0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0205_SP_SET: CONCRETE POST
 CD0205_STAMPING: P 1070 1956
 CD0205_MARK LOGO: CGS   
 CD0205_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 CD0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0205+STABILITY: SURFACE MOTION
 CD0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD0205+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 CD0205
 CD0205  HISTORY     - Date     Condition        Report By
 CD0205  HISTORY     - 1956     MONUMENTED       CGS
 CD0205  HISTORY     - 1981     GOOD             NGS
 CD0205  HISTORY     - 19890214 GOOD             NGS
 CD0205
 CD0205                          STATION DESCRIPTION
 CD0205
 CD0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0205'3.05 MI NE FROM VAN HORN.
 CD0205'0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0205'AT VAN HORN, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 54, THENCE 2.4
 CD0205'MILES NORTHEAST ALONG FARM ROAD 2185, 230 FEET SOUTHEAST OF THE CENTER
 CD0205'LINE OF THE FARM ROAD, AT THE ENTRANCE TO THE CULBERSON COUNTY
 CD0205'AIRPORT, 40 FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD LEADING TO
 CD0205'THE AIRPORT, 21.5 FEET SOUTHEAST OF A POWER POLE, 49.5 FEET EAST OF A
 CD0205'FENCE CORNER, 3.9 FEET NORTH OF A FENCE, 2.9 FEET WEST OF A WITNESS
 CD0205'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 CD0205'THE GROUND.
 CD0205
 CD0205                          STATION RECOVERY (1981)
 CD0205
 CD0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0205'1.4 KM (0.85 MI) NORTH ALONG U.S. HIGHWAY 90 AND STATE HIGHWAY 54
 CD0205'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, THENCE
 CD0205'3.9 KM (2.4 MI) NORTHEAST ALONG FARM ROAD 2185, THENCE 0.2 KM
 CD0205'(0.1 MI) EAST ALONG A PAVED ROAD LEADING TO THE CULBERSON COUNTY
 CD0205'AIRPORT, 0.6 KM (0.35 MI) WEST OF THE AIRPORT BEACON, 70.1 METERS
 CD0205'(230.0 FT) SOUTHEAST OF THE CENTERLINE OF THE FARM ROAD, 14.9 METERS
 CD0205'(48.9 FT) EAST OF A FENCE CORNER, 13.1 METERS (43.0 FT) SOUTH OF THE
 CD0205'CENTER OF THE ROAD, AND 1.1 METERS (3.5 FT) NORTH OF A FENCE.
 CD0205'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CD0205'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CD0205
 CD0205                          STATION RECOVERY (1989)
 CD0205
 CD0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CD0205'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) EAST-NORTHEAST OF VAN
 CD0205'HORN, 0.7 KM (0.45 MI) WEST OF A PAVED ROAD END AT THE CULBERSON
 CD0205'COUNTY AIRPORT, ALONG THE RIGHT OF WAY OF A PAVED ROAD.
 CD0205'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 CD0205'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CD0205'HIGHWAY 54 IN VAN HORN, GO NORTH ON HIGHWAY 54 FOR 1.04 KM (0.65 MI)
 CD0205'TO A CROSS STREET.  TURN RIGHT AND GO EAST ON FARM ROAD 2185 FOR 3.89
 CD0205'KM (2.40 MI) TO A FORK.  BEAR RIGHT AND GO EAST ON A PAVED ROAD FOR
 CD0205'0.12 KM (0.05 MI) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING A
 CD0205'HUMP IN THE ROAD.
 CD0205'THE STATION IS 20.1 M (65.9 FT) SOUTH OF A UTILITY POLE, 17.5 M
 CD0205'(57.4 FT) EAST OF CABLE WARNING POST NUMBER 39R/2, 13.1 M (43.0 FT)
 CD0205'SOUTH OF THE ROAD CENTER, 1.1 M (3.6 FT) NORTH OF A WIRE FENCE, 0.4 M
 CD0205'(1.3 FT) EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A 30 CM
 CD0205'ROUND CONCRETE POST THAT PROJECTS 5 CM ABOVE THE GROUND SURFACE AND IS
 CD0205'ABOUT LEVEL WITH THE ROAD SURFACE.
 CD0205'DESCRIBED BY R.D.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0546 ***********************************************************************
 CD0546  DESIGNATION -  P 1071
 CD0546  PID         -  CD0546
 CD0546  STATE/COUNTY-  TX/HUDSPETH
 CD0546  USGS QUAD   -  DOME PEAK (1964)
 CD0546
 CD0546                         *CURRENT SURVEY CONTROL
 CD0546  ___________________________________________________________________
 CD0546* NAD 83(1986)-  31 07 52.     (N)    105 12 25.     (W)     SCALED    
 CD0546* NAVD 88     -      1332.706  (meters)    4372.39   (feet)  ADJUSTED  
 CD0546  ___________________________________________________________________
 CD0546  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 CD0546  DYNAMIC HT  -        1330.589 (meters)    4365.44  (feet)  COMP
 CD0546  MODELED GRAV-     979,005.6   (mgal)                       NAVD 88
 CD0546
 CD0546  VERT ORDER  -  FIRST     CLASS II
 CD0546
 CD0546.The horizontal coordinates were scaled from a topographic map and have
 CD0546.an estimated accuracy of +/- 6 seconds.
 CD0546
 CD0546.The orthometric height was determined by differential leveling
 CD0546.and adjusted by the National Geodetic Survey in June 1991..
 CD0546
 CD0546.The geoid height was determined by GEOID03.
 CD0546
 CD0546.The dynamic height is computed by dividing the NAVD 88
 CD0546.geopotential number by the normal gravity value computed on the
 CD0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0546.degrees latitude (g = 980.6199 gals.).
 CD0546
 CD0546.The modeled gravity was interpolated from observed gravity values.
 CD0546
 CD0546;                    North         East    Units  Estimated Accuracy
 CD0546;SPC TX C     - 3,172,520.      235,390.      MT  (+/- 180 meters Scaled)
 CD0546
 CD0546                          SUPERSEDED SURVEY CONTROL
 CD0546
 CD0546  NGVD 29 (??/??/92) 1332.144  (m)         4370.54   (f) ADJ UNCH    1 2
 CD0546
 CD0546.Superseded values are not recommended for survey control.
 CD0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0546.See file dsdata.txt to determine how the superseded data were derived.
 CD0546
 CD0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ802441(NAD 83)
 CD0546_MARKER: DB = BENCH MARK DISK
 CD0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0546_STAMPING: P 1071 1956
 CD0546_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0546+STABILITY: SURFACE MOTION
 CD0546
 CD0546  HISTORY     - Date     Condition        Report By
 CD0546  HISTORY     - 1956     MONUMENTED       CGS
 CD0546  HISTORY     - 1981     GOOD             NGS
 CD0546
 CD0546                          STATION DESCRIPTION
 CD0546
 CD0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0546'4.9 MI W FROM EAGLE FLAT.
 CD0546'4.9 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0546'FOREMANS HOUSE AT EAGLE FLAT, 46 FEET EAST OF THE 1ST POLE WEST OF
 CD0546'MILEPOST 759, 81 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 37
 CD0546'FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 2
 CD0546'FEET SOUTH OF A WITNESS POST, 5 FEET BELOW THE TOP OF THE RAILS, SET
 CD0546'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CD0546'GROUND.
 CD0546
 CD0546                          STATION RECOVERY (1981)
 CD0546
 CD0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0546'15.3 KM (9.5 MI) SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CD0546'THE RAILROAD STATION IN SIERRA BLANCA, 1 POLE NORTHWEST OF MILEPOST
 CD0546'759, 24.7 METERS (81.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF A
 CD0546'FRONTAGE ROAD, 24.1 METERS (79.0 FT) SOUTH OF A UTILITY POLE, 11.3
 CD0546'METERS (37.0 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL AND 0.6 METER
 CD0546'(2.0 FT) SOUTH-SOUTHEAST OF A 4 BY 4 INCH WOODEN WITNESS POST.
 CD0546'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0546'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0034 ***********************************************************************
 CE0034  DESIGNATION -  P 1072
 CE0034  PID         -  CE0034
 CE0034  STATE/COUNTY-  TX/EL PASO
 CE0034  USGS QUAD   -  YSLETA (1994)
 CE0034
 CE0034                         *CURRENT SURVEY CONTROL
 CE0034  ___________________________________________________________________
 CE0034* NAD 83(1986)-  31 43 21.     (N)    106 21 10.     (W)     SCALED    
 CE0034* NAVD 88     -      1122.876  (meters)    3683.97   (feet)  ADJUSTED  
 CE0034  ___________________________________________________________________
 CE0034  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0034  DYNAMIC HT  -        1121.169 (meters)    3678.37  (feet)  COMP
 CE0034  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 CE0034
 CE0034  VERT ORDER  -  FIRST     CLASS I
 CE0034
 CE0034.The horizontal coordinates were scaled from a topographic map and have
 CE0034.an estimated accuracy of +/- 6 seconds.
 CE0034
 CE0034.The orthometric height was determined by differential leveling
 CE0034.and adjusted by the National Geodetic Survey in November 1996..
 CE0034
 CE0034.The geoid height was determined by GEOID03.
 CE0034
 CE0034.The dynamic height is computed by dividing the NAVD 88
 CE0034.geopotential number by the normal gravity value computed on the
 CE0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0034.degrees latitude (g = 980.6199 gals.).
 CE0034
 CE0034.The modeled gravity was interpolated from observed gravity values.
 CE0034
 CE0034;                    North         East    Units  Estimated Accuracy
 CE0034;SPC TX C     - 3,243,340.      129,800.      MT  (+/- 180 meters Scaled)
 CE0034
 CE0034                          SUPERSEDED SURVEY CONTROL
 CE0034
 CE0034  NAVD 88 (06/15/91) 1122.939  (m)         3684.18   (f) UNKNOWN     1 1
 CE0034  NGVD 29 (??/??/92) 1122.425  (m)         3682.49   (f) ADJ UNCH    1 1
 CE0034
 CE0034.Superseded values are not recommended for survey control.
 CE0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0034.See file dsdata.txt to determine how the superseded data were derived.
 CE0034
 CE0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR718104(NAD 83)
 CE0034_MARKER: DB = BENCH MARK DISK
 CE0034_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CE0034+WITH SETTING: PAVEMENT
 CE0034_SP_SET: FOOTING
 CE0034_STAMPING: P 1072 1956
 CE0034_MARK LOGO: CGS   
 CE0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0034+STABILITY: SURFACE MOTION
 CE0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0034+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1993
 CE0034
 CE0034  HISTORY     - Date     Condition        Report By
 CE0034  HISTORY     - 1956     MONUMENTED       CGS
 CE0034  HISTORY     - 1981     GOOD             NGS
 CE0034  HISTORY     - 19930125 GOOD             NGS
 CE0034
 CE0034                          STATION DESCRIPTION
 CE0034
 CE0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0034'2.4 MI NW FROM YSLETA.
 CE0034'2.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0034'STATION AT YSLETA, 7 RAILS NORTHWEST OF THE CROSSING OF MISSION ROAD,
 CE0034'4 POLES NORTHWEST OF MILEPOST 819, 7.7 FEET SOUTHWEST OF THE SOUTHWEST
 CE0034'RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE SOUTHEAST END OF AN
 CE0034'ABANDONED CONCRETE SEMAPHORE BASE, 0.6 FOOT ABOVE THE GROUND.
 CE0034
 CE0034                          STATION RECOVERY (1981)
 CE0034
 CE0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0034'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CE0034'IN EL PASO, AT THE JUNCTION OF RIVERSIDE DRIVE AND THE SOUTHERN
 CE0034'PACIFIC RAILROAD, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 819, IN TOP
 CE0034'OF AND 0.5 METER (1.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE BASE
 CE0034'OF AN ABANDONED RAILROAD SEMAPHORE, 91.4 METERS (300.0 FT) NORTHWEST
 CE0034'OF THE CENTER OF THE EAST BOUND LANES OF THE DRIVE, 8.2 METERS
 CE0034'(27.0 FT) SOUTH OF A UTILITY POLE AND 1.3 METERS (7.7 FT) SOUTHWEST
 CE0034'OF THE NEAR RAIL.
 CE0034
 CE0034                          STATION RECOVERY (1993)
 CE0034
 CE0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0034'IN EL PASO, AT THE INTERSECTION OF YARBROUGH DRIVE AND THE SOUTHERN
 CE0034'PACIFIC RAILROAD, IN TOP OF AND 0.5 M (1.6 FT) NORTHWEST OF THE
 CE0034'SOUTHEAST END OF A CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL
 CE0034'REMOVED), 91.4 M (299.9 FT) NORTHWEST OF THE CENTER OF THE WESTBOUND
 CE0034'LANES OF THE DRIVE, 1.3 M (4.3 FT) SOUTHWEST OF THE NEAR RAIL, AND
 CE0034'0.1 M (0.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0185 ***********************************************************************
 CE0185  DESIGNATION -  P 1073
 CE0185  PID         -  CE0185
 CE0185  STATE/COUNTY-  TX/EL PASO
 CE0185  USGS QUAD   -  TORNILLO (1972)
 CE0185
 CE0185                         *CURRENT SURVEY CONTROL
 CE0185  ___________________________________________________________________
 CE0185* NAD 83(1986)-  31 26 34.     (N)    106 05 05.     (W)     SCALED    
 CE0185* NAVD 88     -      1092.368  (meters)    3583.88   (feet)  ADJUSTED  
 CE0185  ___________________________________________________________________
 CE0185  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0185  DYNAMIC HT  -        1090.667 (meters)    3578.30  (feet)  COMP
 CE0185  MODELED GRAV-     979,047.0   (mgal)                       NAVD 88
 CE0185
 CE0185  VERT ORDER  -  FIRST     CLASS II
 CE0185
 CE0185.The horizontal coordinates were scaled from a topographic map and have
 CE0185.an estimated accuracy of +/- 6 seconds.
 CE0185
 CE0185.The orthometric height was determined by differential leveling
 CE0185.and adjusted by the National Geodetic Survey in June 1991..
 CE0185
 CE0185.The geoid height was determined by GEOID03.
 CE0185
 CE0185.The dynamic height is computed by dividing the NAVD 88
 CE0185.geopotential number by the normal gravity value computed on the
 CE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0185.degrees latitude (g = 980.6199 gals.).
 CE0185
 CE0185.The modeled gravity was interpolated from observed gravity values.
 CE0185
 CE0185;                    North         East    Units  Estimated Accuracy
 CE0185;SPC TX C     - 3,211,020.      153,560.      MT  (+/- 180 meters Scaled)
 CE0185
 CE0185                          SUPERSEDED SURVEY CONTROL
 CE0185
 CE0185  NGVD 29 (??/??/92) 1091.800  (m)         3582.01   (f) ADJ UNCH    1 2
 CE0185
 CE0185.Superseded values are not recommended for survey control.
 CE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0185.See file dsdata.txt to determine how the superseded data were derived.
 CE0185
 CE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ969791(NAD 83)
 CE0185_MARKER: DB = BENCH MARK DISK
 CE0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0185_STAMPING: P 1073 1956
 CE0185_PROJECTION: FLUSH
 CE0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0185+STABILITY: SURFACE MOTION
 CE0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0185+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 CE0185
 CE0185  HISTORY     - Date     Condition        Report By
 CE0185  HISTORY     - 1956     MONUMENTED       CGS
 CE0185  HISTORY     - 1981     GOOD             NGS
 CE0185  HISTORY     - 1990     GOOD             USPSQD
 CE0185  HISTORY     - 20020905 GOOD             JCLS
 CE0185
 CE0185                          STATION DESCRIPTION
 CE0185
 CE0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0185'0.1 MI SE FROM TORNILLO.
 CE0185'0.1 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0185'STATION AT TORNILLO, 15.5 FEET SOUTHWEST OF THE 3RD POLE NORTHWEST OF
 CE0185'MILEPOST 794, 76 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CE0185'62 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTHWEST OF A WITNESS
 CE0185'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CE0185'THE GROUND.
 CE0185
 CE0185                          STATION RECOVERY (1981)
 CE0185
 CE0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0185'9.2 KM (5.7 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 CE0185'IN FABENS, 0.7 KM (0.45 MI) SOUTHEAST OF A PAVED ROAD LEADING
 CE0185'NORTHEAST (O. T. SMITH ROAD), 0.2 KM (0.1 MI) NORTHWEST OF THE
 CE0185'SOUTHERN PACIFIC RAILROAD MILEPOST 794, 25.3 METERS (83.0 FT)
 CE0185'NORTHWEST OF A UTILITY POLE WITH A GUY WIRE, 23.2 METERS (76.0 FT)
 CE0185'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.5 METERS (47.5 FT)
 CE0185'SOUTHWEST OF THE NEAR RAIL AND 0.6 METER (2.0 FT) NORTHWEST OF A
 CE0185'4 BY 4 INCH WOODEN WITNESS POST.
 CE0185'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CE0185'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CE0185
 CE0185                          STATION RECOVERY (1990)
 CE0185
 CE0185'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CE0185'RECOVERED IN GOOD CONDITION.
 CE0185
 CE0185                          STATION RECOVERY (2002)
 CE0185
 CE0185'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CE0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0621 ***********************************************************************
 CD0621  DESIGNATION -  P 1074
 CD0621  PID         -  CD0621
 CD0621  STATE/COUNTY-  TX/HUDSPETH
 CD0621  USGS QUAD   -  CAMPO GRANDE MOUNTAIN (1972)
 CD0621
 CD0621                         *CURRENT SURVEY CONTROL
 CD0621  ___________________________________________________________________
 CD0621* NAD 83(1986)-  31 15 32.     (N)    105 38 03.     (W)     SCALED    
 CD0621* NAVD 88     -      1201.405  (meters)    3941.61   (feet)  ADJUSTED  
 CD0621  ___________________________________________________________________
 CD0621  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CD0621  DYNAMIC HT  -        1199.517 (meters)    3935.42  (feet)  COMP
 CD0621  MODELED GRAV-     979,028.1   (mgal)                       NAVD 88
 CD0621
 CD0621  VERT ORDER  -  FIRST     CLASS II
 CD0621
 CD0621.The horizontal coordinates were scaled from a topographic map and have
 CD0621.an estimated accuracy of +/- 6 seconds.
 CD0621
 CD0621.The orthometric height was determined by differential leveling
 CD0621.and adjusted by the National Geodetic Survey in June 1991..
 CD0621
 CD0621.The geoid height was determined by GEOID03.
 CD0621
 CD0621.The dynamic height is computed by dividing the NAVD 88
 CD0621.geopotential number by the normal gravity value computed on the
 CD0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0621.degrees latitude (g = 980.6199 gals.).
 CD0621
 CD0621.The modeled gravity was interpolated from observed gravity values.
 CD0621
 CD0621;                    North         East    Units  Estimated Accuracy
 CD0621;SPC TX C     - 3,188,530.      195,370.      MT  (+/- 180 meters Scaled)
 CD0621
 CD0621                          SUPERSEDED SURVEY CONTROL
 CD0621
 CD0621  NGVD 29 (??/??/92) 1200.835  (m)         3939.74   (f) ADJ UNCH    1 2
 CD0621
 CD0621.Superseded values are not recommended for survey control.
 CD0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0621.See file dsdata.txt to determine how the superseded data were derived.
 CD0621
 CD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ396584(NAD 83)
 CD0621_MARKER: DB = BENCH MARK DISK
 CD0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0621_STAMPING: P 1074 1956
 CD0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0621+STABILITY: SURFACE MOTION
 CD0621
 CD0621  HISTORY     - Date     Condition        Report By
 CD0621  HISTORY     - 1956     MONUMENTED       CGS
 CD0621
 CD0621                          STATION DESCRIPTION
 CD0621
 CD0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0621'0.4 MI W FROM FINLAY.
 CD0621'0.4 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0621'SECTION FOREMANS HOUSE AT FINLAY, 13 FEET SOUTH OF THE 2ND POLE EAST
 CD0621'OF MILEPOST 759, 61 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 52
 CD0621'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 13 FEET SOUTH OF A
 CD0621'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CD0621'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0852 ***********************************************************************
 AY0852  DESIGNATION -  P 1075
 AY0852  PID         -  AY0852
 AY0852  STATE/COUNTY-  TX/MEDINA
 AY0852  USGS QUAD   -  GHOST HILL (1982)
 AY0852
 AY0852                         *CURRENT SURVEY CONTROL
 AY0852  ___________________________________________________________________
 AY0852* NAD 83(1986)-  29 07 11.     (N)    098 55 02.     (W)     SCALED    
 AY0852* NAVD 88     -       196.465  (meters)     644.57   (feet)  ADJUSTED  
 AY0852  ___________________________________________________________________
 AY0852  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AY0852  DYNAMIC HT  -         196.184 (meters)     643.65  (feet)  COMP
 AY0852  MODELED GRAV-     979,207.3   (mgal)                       NAVD 88
 AY0852
 AY0852  VERT ORDER  -  FIRST     CLASS II
 AY0852
 AY0852.The horizontal coordinates were scaled from a topographic map and have
 AY0852.an estimated accuracy of +/- 6 seconds.
 AY0852
 AY0852.The orthometric height was determined by differential leveling
 AY0852.and adjusted by the National Geodetic Survey in June 1991..
 AY0852
 AY0852.The geoid height was determined by GEOID03.
 AY0852
 AY0852.The dynamic height is computed by dividing the NAVD 88
 AY0852.geopotential number by the normal gravity value computed on the
 AY0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0852.degrees latitude (g = 980.6199 gals.).
 AY0852
 AY0852.The modeled gravity was interpolated from observed gravity values.
 AY0852
 AY0852;                    North         East    Units  Estimated Accuracy
 AY0852;SPC TXSC     - 4,142,570.      608,060.      MT  (+/- 180 meters Scaled)
 AY0852
 AY0852                          SUPERSEDED SURVEY CONTROL
 AY0852
 AY0852  NGVD 29 (??/??/92)  196.350  (m)          644.19   (f) ADJ UNCH    1 2
 AY0852
 AY0852.Superseded values are not recommended for survey control.
 AY0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0852.See file dsdata.txt to determine how the superseded data were derived.
 AY0852
 AY0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT080212(NAD 83)
 AY0852_MARKER: DB = BENCH MARK DISK
 AY0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0852_SP_SET: CULVERT
 AY0852_STAMPING: P 1075 1956
 AY0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0852
 AY0852  HISTORY     - Date     Condition        Report By
 AY0852  HISTORY     - 1956     MONUMENTED       CGS
 AY0852  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY0852  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0852  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 AY0852  HISTORY     - 19970917 MARK NOT FOUND   USPSQD
 AY0852  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0852
 AY0852                          STATION DESCRIPTION
 AY0852
 AY0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0852'1.55 MI SW FROM DEVINE.
 AY0852'1.55 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0852'RAILROAD FROM THE STATION AT DEVINE, 0.2 MILE NORTHEAST OF MILEPOST
 AY0852'293, 72 FEET NORTHWEST OF THE NORTHWEST RAIL, 31 FEET SOUTHEAST OF THE
 AY0852'CENTER LINE OF U.S. HIGHWAY 81, 7 FEET BELOW THE TOP OF THE RAILS, SET
 AY0852'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A
 AY0852'CONCRETE CULVERT UNDER THE HIGHWAY.
 AY0852
 AY0852                          STATION RECOVERY (1964)
 AY0852
 AY0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY0852'MARK NOT FOUND.
 AY0852
 AY0852                          STATION RECOVERY (1989)
 AY0852
 AY0852'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY0852'MARK NOT FOUND.
 AY0852
 AY0852                          STATION RECOVERY (1995)
 AY0852
 AY0852'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0852'MARK NOT FOUND.
 AY0852
 AY0852                          STATION RECOVERY (1997)
 AY0852
 AY0852'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0852'MARK NOT FOUND.
 AY0852
 AY0852                          STATION RECOVERY (2002)
 AY0852
 AY0852'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0186 ***********************************************************************
 AO0186  DESIGNATION -  P 1076
 AO0186  PID         -  AO0186
 AO0186  STATE/COUNTY-  TX/FRIO
 AO0186  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0186
 AO0186                         *CURRENT SURVEY CONTROL
 AO0186  ___________________________________________________________________
 AO0186* NAD 83(1986)-  28 49 50.     (N)    099 06 52.     (W)     SCALED    
 AO0186* NAVD 88     -       184.162  (meters)     604.20   (feet)  ADJUSTED  
 AO0186  ___________________________________________________________________
 AO0186  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AO0186  DYNAMIC HT  -         183.893 (meters)     603.32  (feet)  COMP
 AO0186  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AO0186
 AO0186  VERT ORDER  -  FIRST     CLASS II
 AO0186
 AO0186.The horizontal coordinates were scaled from a topographic map and have
 AO0186.an estimated accuracy of +/- 6 seconds.
 AO0186
 AO0186.The orthometric height was determined by differential leveling
 AO0186.and adjusted by the National Geodetic Survey in June 1991..
 AO0186
 AO0186.The geoid height was determined by GEOID03.
 AO0186
 AO0186.The dynamic height is computed by dividing the NAVD 88
 AO0186.geopotential number by the normal gravity value computed on the
 AO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0186.degrees latitude (g = 980.6199 gals.).
 AO0186
 AO0186.The modeled gravity was interpolated from observed gravity values.
 AO0186
 AO0186;                    North         East    Units  Estimated Accuracy
 AO0186;SPC TXSC     - 4,110,530.      588,830.      MT  (+/- 180 meters Scaled)
 AO0186
 AO0186                          SUPERSEDED SURVEY CONTROL
 AO0186
 AO0186  NGVD 29 (??/??/92)  184.038  (m)          603.80   (f) ADJ UNCH    1 2
 AO0186
 AO0186.Superseded values are not recommended for survey control.
 AO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0186.See file dsdata.txt to determine how the superseded data were derived.
 AO0186
 AO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS888892(NAD 83)
 AO0186_MARKER: DB = BENCH MARK DISK
 AO0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0186_STAMPING: P 1076 1956
 AO0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0186+STABILITY: SURFACE MOTION
 AO0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0186+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 AO0186
 AO0186  HISTORY     - Date     Condition        Report By
 AO0186  HISTORY     - 1956     MONUMENTED       CGS
 AO0186  HISTORY     - 1988     GOOD             USPSQD
 AO0186  HISTORY     - 19960806 GOOD             USPSQD
 AO0186  HISTORY     - 19980204 GOOD             USPSQD
 AO0186  HISTORY     - 20030524 GOOD             USPSQD
 AO0186  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AO0186
 AO0186                          STATION DESCRIPTION
 AO0186
 AO0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0186'4.35 MI S FROM PEARSALL.
 AO0186'4.35 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0186'FROM THE STATION AT PEARSALL, ACROSS THE HIGHWAY FROM A WHITE HOUSE,
 AO0186'103 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 35 FEET EAST OF
 AO0186'THE EAST RAIL, 18.6 FEET SOUTH OF THE 5TH POLE SOUTH OF MILEPOST 317,
 AO0186'IN LINE WITH A ROW OF TELEPHONE POLES, 1.3 FEET EAST OF A WITNESS
 AO0186'POST, 5 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 AO0186'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0186
 AO0186                          STATION RECOVERY (1988)
 AO0186
 AO0186'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0186'RECOVERED IN GOOD CONDITION.
 AO0186
 AO0186                          STATION RECOVERY (1996)
 AO0186
 AO0186'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0186'RECOVERED IN GOOD CONDITION.
 AO0186
 AO0186                          STATION RECOVERY (1998)
 AO0186
 AO0186'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0186'RECOVERED IN GOOD CONDITION.
 AO0186
 AO0186                          STATION RECOVERY (2003)
 AO0186
 AO0186'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0186'RECOVERED IN GOOD CONDITION.
 AO0186
 AO0186                          STATION RECOVERY (2005)
 AO0186
 AO0186'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AO0186'MILE POSTS AND TELEPHONE POLES NO LONGER EXIST.US HIGHWAY 81 IS NOW
 AO0186'CALLED STATE HIGHWAY 581.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0230 ***********************************************************************
 AO0230  DESIGNATION -  P 1077
 AO0230  PID         -  AO0230
 AO0230  STATE/COUNTY-  TX/LA SALLE
 AO0230  USGS QUAD   -  MILLETT (1974)
 AO0230
 AO0230                         *CURRENT SURVEY CONTROL
 AO0230  ___________________________________________________________________
 AO0230* NAD 83(1986)-  28 30 02.     (N)    099 13 13.     (W)     SCALED    
 AO0230* NAVD 88     -       162.387  (meters)     532.76   (feet)  ADJUSTED  
 AO0230  ___________________________________________________________________
 AO0230  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AO0230  DYNAMIC HT  -         162.144 (meters)     531.97  (feet)  COMP
 AO0230  MODELED GRAV-     979,146.5   (mgal)                       NAVD 88
 AO0230
 AO0230  VERT ORDER  -  FIRST     CLASS II
 AO0230
 AO0230.The horizontal coordinates were scaled from a topographic map and have
 AO0230.an estimated accuracy of +/- 6 seconds.
 AO0230
 AO0230.The orthometric height was determined by differential leveling
 AO0230.and adjusted by the National Geodetic Survey in June 1991..
 AO0230
 AO0230.The geoid height was determined by GEOID03.
 AO0230
 AO0230.The dynamic height is computed by dividing the NAVD 88
 AO0230.geopotential number by the normal gravity value computed on the
 AO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0230.degrees latitude (g = 980.6199 gals.).
 AO0230
 AO0230.The modeled gravity was interpolated from observed gravity values.
 AO0230
 AO0230;                    North         East    Units  Estimated Accuracy
 AO0230;SPC TXSC     - 4,073,970.      578,440.      MT  (+/- 180 meters Scaled)
 AO0230
 AO0230                          SUPERSEDED SURVEY CONTROL
 AO0230
 AO0230  NGVD 29 (??/??/92)  162.258  (m)          532.34   (f) ADJ UNCH    1 2
 AO0230
 AO0230.Superseded values are not recommended for survey control.
 AO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0230.See file dsdata.txt to determine how the superseded data were derived.
 AO0230
 AO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS784526(NAD 83)
 AO0230_MARKER: DB = BENCH MARK DISK
 AO0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0230_STAMPING: P 1077 1956
 AO0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0230+STABILITY: SURFACE MOTION
 AO0230
 AO0230  HISTORY     - Date     Condition        Report By
 AO0230  HISTORY     - 1956     MONUMENTED       CGS
 AO0230  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0230  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AO0230
 AO0230                          STATION DESCRIPTION
 AO0230
 AO0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0230'1.1 MI S FROM GARDENDALE.
 AO0230'1.1 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0230'FROM THE STATION AT GARDENDALE, AT A PRIVATE ROAD CROSSING, 51 FEET
 AO0230'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 47 FEET SOUTH OF A FENCE
 AO0230'CORNER, 42.4 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF A FENCE, 1.6
 AO0230'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0230'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0230
 AO0230                          STATION RECOVERY (1974)
 AO0230
 AO0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0230'MARK NOT FOUND.
 AO0230
 AO0230                          STATION RECOVERY (1988)
 AO0230
 AO0230'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0280 ***********************************************************************
 AO0280  DESIGNATION -  P 1078
 AO0280  PID         -  AO0280
 AO0280  STATE/COUNTY-  TX/LA SALLE
 AO0280  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0280
 AO0280                         *CURRENT SURVEY CONTROL
 AO0280  ___________________________________________________________________
 AO0280* NAD 83(1986)-  28 15 04.     (N)    099 17 35.     (W)     SCALED    
 AO0280* NAVD 88     -       134.339  (meters)     440.74   (feet)  ADJUSTED  
 AO0280  ___________________________________________________________________
 AO0280  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AO0280  DYNAMIC HT  -         134.135 (meters)     440.07  (feet)  COMP
 AO0280  MODELED GRAV-     979,122.5   (mgal)                       NAVD 88
 AO0280
 AO0280  VERT ORDER  -  FIRST     CLASS II
 AO0280
 AO0280.The horizontal coordinates were scaled from a topographic map and have
 AO0280.an estimated accuracy of +/- 6 seconds.
 AO0280
 AO0280.The orthometric height was determined by differential leveling
 AO0280.and adjusted by the National Geodetic Survey in June 1991..
 AO0280
 AO0280.The geoid height was determined by GEOID03.
 AO0280
 AO0280.The dynamic height is computed by dividing the NAVD 88
 AO0280.geopotential number by the normal gravity value computed on the
 AO0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0280.degrees latitude (g = 980.6199 gals.).
 AO0280
 AO0280.The modeled gravity was interpolated from observed gravity values.
 AO0280
 AO0280;                    North         East    Units  Estimated Accuracy
 AO0280;SPC TXSC     - 4,046,340.      571,240.      MT  (+/- 180 meters Scaled)
 AO0280
 AO0280                          SUPERSEDED SURVEY CONTROL
 AO0280
 AO0280  NGVD 29 (??/??/92)  134.218  (m)          440.35   (f) ADJ UNCH    1 2
 AO0280
 AO0280.Superseded values are not recommended for survey control.
 AO0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0280.See file dsdata.txt to determine how the superseded data were derived.
 AO0280
 AO0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS712250(NAD 83)
 AO0280_MARKER: DB = BENCH MARK DISK
 AO0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0280_SP_SET: ABUTMENT
 AO0280_STAMPING: P 1078 1956
 AO0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0280
 AO0280  HISTORY     - Date     Condition        Report By
 AO0280  HISTORY     - 1956     MONUMENTED       CGS
 AO0280  HISTORY     - 1958     GOOD             NGS
 AO0280
 AO0280                          STATION DESCRIPTION
 AO0280
 AO0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0280'13.45 MI S FROM COTULLA.
 AO0280'13.45 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0280'FROM THE STATION AT COTULLA, 82 FEET EAST OF THE EAST RAIL, 26 FEET
 AO0280'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, AT THE SOUTH END OF THE
 AO0280'MOST SOUTHERLY ONE OF THREE CONCRETE HIGHWAY BRIDGES, SET IN THE TOP
 AO0280'OF THE WEST END OF THE SOUTH ABUTMENT OF THE CONCRETE HIGHWAY BRIDGE.
 AO0280
 AO0280                          STATION RECOVERY (1958)
 AO0280
 AO0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0706 ***********************************************************************
 AJ0706  DESIGNATION -  P 1079
 AJ0706  PID         -  AJ0706
 AJ0706  STATE/COUNTY-  TX/WEBB
 AJ0706  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0706
 AJ0706                         *CURRENT SURVEY CONTROL
 AJ0706  ___________________________________________________________________
 AJ0706* NAD 83(1986)-  27 55 32.     (N)    099 23 24.     (W)     SCALED    
 AJ0706* NAVD 88     -       169.523  (meters)     556.18   (feet)  ADJUSTED  
 AJ0706  ___________________________________________________________________
 AJ0706  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AJ0706  DYNAMIC HT  -         169.259 (meters)     555.31  (feet)  COMP
 AJ0706  MODELED GRAV-     979,089.6   (mgal)                       NAVD 88
 AJ0706
 AJ0706  VERT ORDER  -  FIRST     CLASS II
 AJ0706
 AJ0706.The horizontal coordinates were scaled from a topographic map and have
 AJ0706.an estimated accuracy of +/- 6 seconds.
 AJ0706
 AJ0706.The orthometric height was determined by differential leveling
 AJ0706.and adjusted by the National Geodetic Survey in June 1991..
 AJ0706
 AJ0706.The geoid height was determined by GEOID03.
 AJ0706
 AJ0706.The dynamic height is computed by dividing the NAVD 88
 AJ0706.geopotential number by the normal gravity value computed on the
 AJ0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0706.degrees latitude (g = 980.6199 gals.).
 AJ0706
 AJ0706.The modeled gravity was interpolated from observed gravity values.
 AJ0706
 AJ0706;                    North         East    Units  Estimated Accuracy
 AJ0706;SPC TX S     - 5,250,590.      212,400.      MT  (+/- 180 meters Scaled)
 AJ0706
 AJ0706                          SUPERSEDED SURVEY CONTROL
 AJ0706
 AJ0706  NGVD 29 (??/??/92)  169.405  (m)          555.79   (f) ADJ UNCH    1 2
 AJ0706
 AJ0706.Superseded values are not recommended for survey control.
 AJ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0706.See file dsdata.txt to determine how the superseded data were derived.
 AJ0706
 AJ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR616890(NAD 83)
 AJ0706_MARKER: DB = BENCH MARK DISK
 AJ0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0706_STAMPING: P 1079 1957
 AJ0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0706+STABILITY: SURFACE MOTION
 AJ0706
 AJ0706  HISTORY     - Date     Condition        Report By
 AJ0706  HISTORY     - 1957     MONUMENTED       CGS
 AJ0706  HISTORY     - 1977     GOOD             USGS
 AJ0706
 AJ0706                          STATION DESCRIPTION
 AJ0706
 AJ0706'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0706'8.6 MI S FROM ENCINAL.
 AJ0706'8.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RR FROM THE STATION IN
 AJ0706'ENCINAL, 0.3 MILES SOUTH OF INTERSTATE HWY 35 MILEPOST 31, AT A ROAD
 AJ0706'CROSSING, 140 FEET WEST, 26 FEET SOUTH, AND 2.2 FEET HIGHER THAN THE
 AJ0706'CENTERLINE IF THE SOUTHBOUND LANE OF I 35 AND A CROSS ROAD, 48 FEET
 AJ0706'WEST, 26 FEET SOUTH, AND 0.8 FEET LOWER THAN THE CENTERLINE OF ROAD
 AJ0706'AND RR, 1.8 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, A
 AJ0706'STANDARD USC AND GS TABLET STAMPED P 1079 1957 SET IN A CONCRETE POST
 AJ0706'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0026 ***********************************************************************
 BP0026  DESIGNATION -  P 108
 BP0026  PID         -  BP0026
 BP0026  STATE/COUNTY-  TX/PECOS
 BP0026  USGS QUAD   -  BIG CANYON RANCH NW (1969)
 BP0026
 BP0026                         *CURRENT SURVEY CONTROL
 BP0026  ___________________________________________________________________
 BP0026* NAD 83(1986)-  30 24 43.     (N)    102 26 43.     (W)     SCALED    
 BP0026* NAVD 88     -       951.047  (meters)    3120.23   (feet)  ADJUSTED  
 BP0026  ___________________________________________________________________
 BP0026  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 BP0026  DYNAMIC HT  -         949.573 (meters)    3115.39  (feet)  COMP
 BP0026  MODELED GRAV-     979,059.1   (mgal)                       NAVD 88
 BP0026
 BP0026  VERT ORDER  -  FIRST     CLASS II
 BP0026
 BP0026.The horizontal coordinates were scaled from a topographic map and have
 BP0026.an estimated accuracy of +/- 6 seconds.
 BP0026
 BP0026.The orthometric height was determined by differential leveling
 BP0026.and adjusted by the National Geodetic Survey in June 1991..
 BP0026
 BP0026.The geoid height was determined by GEOID03.
 BP0026
 BP0026.The dynamic height is computed by dividing the NAVD 88
 BP0026.geopotential number by the normal gravity value computed on the
 BP0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0026.degrees latitude (g = 980.6199 gals.).
 BP0026
 BP0026.The modeled gravity was interpolated from observed gravity values.
 BP0026
 BP0026;                    North         East    Units  Estimated Accuracy
 BP0026;SPC TX C     - 3,084,550.      497,100.      MT  (+/- 180 meters Scaled)
 BP0026
 BP0026                          SUPERSEDED SURVEY CONTROL
 BP0026
 BP0026  NGVD 29 (??/??/92)  950.755  (m)         3119.27   (f) ADJ UNCH    1 2
 BP0026
 BP0026.Superseded values are not recommended for survey control.
 BP0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0026.See file dsdata.txt to determine how the superseded data were derived.
 BP0026
 BP0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP454672(NAD 83)
 BP0026_MARKER: DB = BENCH MARK DISK
 BP0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0026_STAMPING: P 108 1933 3119.364
 BP0026_MARK LOGO: CGS   
 BP0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0026+STABILITY: SURFACE MOTION
 BP0026
 BP0026  HISTORY     - Date     Condition        Report By
 BP0026  HISTORY     - 1933     MONUMENTED       CGS
 BP0026  HISTORY     - 1958     GOOD             NGS
 BP0026  HISTORY     - 1981     GOOD             NGS
 BP0026
 BP0026                          STATION DESCRIPTION
 BP0026
 BP0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0026'20.35 MI N FROM SANDERSON.
 BP0026'ABOUT 20.35 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE JUNCTION WITH
 BP0026'U. S. HIGHWAY 90 AT SANDERSON, 43 FEET NORTHEAST OF THE CENTER LINE OF
 BP0026'THE HIGHWAY, 17 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE, 1 1/2 FEET
 BP0026'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, IN
 BP0026'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES FROM THE TOP OF A SMALL
 BP0026'MOUND OF DIRT LEFT IN THE CONSTRUCTION OF THE DITCH ALONGSIDE THE NEW
 BP0026'HIGHWAY.
 BP0026
 BP0026                          STATION RECOVERY (1981)
 BP0026
 BP0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1003 ***********************************************************************
 AE1003  DESIGNATION -  P 1080
 AE1003  PID         -  AE1003
 AE1003  STATE/COUNTY-  TX/STARR
 AE1003  USGS QUAD   -  SALINENO (1980)
 AE1003
 AE1003                         *CURRENT SURVEY CONTROL
 AE1003  ___________________________________________________________________
 AE1003* NAD 83(1986)-  26 31 55.     (N)    099 05 25.     (W)     SCALED    
 AE1003* NAVD 88     -       112.281  (meters)     368.38   (feet)  ADJUSTED  
 AE1003  ___________________________________________________________________
 AE1003  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AE1003  DYNAMIC HT  -         112.098 (meters)     367.77  (feet)  COMP
 AE1003  MODELED GRAV-     979,014.9   (mgal)                       NAVD 88
 AE1003
 AE1003  VERT ORDER  -  FIRST     CLASS II
 AE1003
 AE1003.The horizontal coordinates were scaled from a topographic map and have
 AE1003.an estimated accuracy of +/- 6 seconds.
 AE1003
 AE1003.The orthometric height was determined by differential leveling
 AE1003.and adjusted by the National Geodetic Survey in June 1991..
 AE1003.WARNING-Repeat measurements at this control monument indicate possible
 AE1003.vertical movement.
 AE1003
 AE1003.The geoid height was determined by GEOID03.
 AE1003
 AE1003.The dynamic height is computed by dividing the NAVD 88
 AE1003.geopotential number by the normal gravity value computed on the
 AE1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1003.degrees latitude (g = 980.6199 gals.).
 AE1003
 AE1003.The modeled gravity was interpolated from observed gravity values.
 AE1003
 AE1003;                    North         East    Units  Estimated Accuracy
 AE1003;SPC TX S     - 5,096,000.      241,180.      MT  (+/- 180 meters Scaled)
 AE1003
 AE1003                          SUPERSEDED SURVEY CONTROL
 AE1003
 AE1003  NGVD 29 (??/??/92)  112.238  (m)          368.23   (f) ADJ UNCH    1 2
 AE1003
 AE1003.Superseded values are not recommended for survey control.
 AE1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1003.See file dsdata.txt to determine how the superseded data were derived.
 AE1003
 AE1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ910345(NAD 83)
 AE1003_MARKER: DB = BENCH MARK DISK
 AE1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1003_STAMPING: P 1080 1956
 AE1003_MARK LOGO: CGS   
 AE1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1003+STABILITY: SURFACE MOTION
 AE1003
 AE1003  HISTORY     - Date     Condition        Report By
 AE1003  HISTORY     - 1956     MONUMENTED       CGS
 AE1003  HISTORY     - 1981     GOOD             NGS
 AE1003
 AE1003                          STATION DESCRIPTION
 AE1003
 AE1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1003'3.1 MI SE FROM FALCON HIGHTS.
 AE1003'3.1 MILES SOUTHEAST ALONG FARM ROAD 2098 FROM THE POST OFFICE AT
 AE1003'FALCON HIGHTS, 127 FEET SOUTHWEST OF THE CENTER OF AN INTERSECTION
 AE1003'WITH U.S. HIGHWAY 83, 93 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AE1003'52 FEET SOUTHWEST OF A POWER POLE, 2.3 FEET NORTH OF A WITNESS POST,
 AE1003'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AE1003'GROUND.
 AE1003
 AE1003                          STATION RECOVERY (1981)
 AE1003
 AE1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1046 ***********************************************************************
 AE1046  DESIGNATION -  P 1081
 AE1046  PID         -  AE1046
 AE1046  STATE/COUNTY-  TX/ZAPATA
 AE1046  USGS QUAD   -  ZAPATA (1979)
 AE1046
 AE1046                         *CURRENT SURVEY CONTROL
 AE1046  ___________________________________________________________________
 AE1046* NAD 83(1986)-  26 53 48.     (N)    099 15 51.     (W)     SCALED    
 AE1046* NAVD 88     -       114.256  (meters)     374.85   (feet)  ADJUSTED  
 AE1046  ___________________________________________________________________
 AE1046  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AE1046  DYNAMIC HT  -         114.071 (meters)     374.25  (feet)  COMP
 AE1046  MODELED GRAV-     979,031.3   (mgal)                       NAVD 88
 AE1046
 AE1046  VERT ORDER  -  FIRST     CLASS II
 AE1046
 AE1046.The horizontal coordinates were scaled from a topographic map and have
 AE1046.an estimated accuracy of +/- 6 seconds.
 AE1046
 AE1046.The orthometric height was determined by differential leveling
 AE1046.and adjusted by the National Geodetic Survey in June 1991..
 AE1046
 AE1046.The geoid height was determined by GEOID03.
 AE1046
 AE1046.The dynamic height is computed by dividing the NAVD 88
 AE1046.geopotential number by the normal gravity value computed on the
 AE1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1046.degrees latitude (g = 980.6199 gals.).
 AE1046
 AE1046.The modeled gravity was interpolated from observed gravity values.
 AE1046
 AE1046;                    North         East    Units  Estimated Accuracy
 AE1046;SPC TX S     - 5,136,500.      224,090.      MT  (+/- 180 meters Scaled)
 AE1046
 AE1046                          SUPERSEDED SURVEY CONTROL
 AE1046
 AE1046  NGVD 29 (??/??/92)  114.302  (m)          375.01   (f) ADJ UNCH    1 2
 AE1046
 AE1046.Superseded values are not recommended for survey control.
 AE1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1046.See file dsdata.txt to determine how the superseded data were derived.
 AE1046
 AE1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ737750(NAD 83)
 AE1046_MARKER: DB = BENCH MARK DISK
 AE1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1046_STAMPING: P 1081 1956
 AE1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1046+STABILITY: SURFACE MOTION
 AE1046
 AE1046  HISTORY     - Date     Condition        Report By
 AE1046  HISTORY     - 1956     MONUMENTED       CGS
 AE1046  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1046
 AE1046                          STATION DESCRIPTION
 AE1046
 AE1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1046'0.9 MI SE FROM ZAPATA.
 AE1046'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1046'ZAPATA, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET
 AE1046'NORTH OF THE NORTH CORNER OF THE MOST NORTHERLY ONE OF 2 U.S. BORDER
 AE1046'PATROL HOUSES, 40 FEET SOUTHEAST OF THE CENTER LINE OF A STREET
 AE1046'LEADING SOUTHWEST, 13 FEET SOUTHEAST OF A FENCE CORNER, 1.3 FEET
 AE1046'NORTHEAST OF A FENCE, 3.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 AE1046'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AE1046
 AE1046                          STATION RECOVERY (1981)
 AE1046
 AE1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1046'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0845 ***********************************************************************
 AJ0845  DESIGNATION -  P 1082
 AJ0845  PID         -  AJ0845
 AJ0845  STATE/COUNTY-  TX/WEBB
 AJ0845  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0845
 AJ0845                         *CURRENT SURVEY CONTROL
 AJ0845  ___________________________________________________________________
 AJ0845* NAD 83(1986)-  27 20 26.     (N)    099 26 43.     (W)     SCALED    
 AJ0845* NAVD 88     -       126.445  (meters)     414.85   (feet)  ADJUSTED  
 AJ0845  ___________________________________________________________________
 AJ0845  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AJ0845  DYNAMIC HT  -         126.244 (meters)     414.19  (feet)  COMP
 AJ0845  MODELED GRAV-     979,053.2   (mgal)                       NAVD 88
 AJ0845
 AJ0845  VERT ORDER  -  FIRST     CLASS II
 AJ0845
 AJ0845.The horizontal coordinates were scaled from a topographic map and have
 AJ0845.an estimated accuracy of +/- 6 seconds.
 AJ0845
 AJ0845.The orthometric height was determined by differential leveling
 AJ0845.and adjusted by the National Geodetic Survey in June 1991..
 AJ0845
 AJ0845.The geoid height was determined by GEOID03.
 AJ0845
 AJ0845.The dynamic height is computed by dividing the NAVD 88
 AJ0845.geopotential number by the normal gravity value computed on the
 AJ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0845.degrees latitude (g = 980.6199 gals.).
 AJ0845
 AJ0845.The modeled gravity was interpolated from observed gravity values.
 AJ0845
 AJ0845;                    North         East    Units  Estimated Accuracy
 AJ0845;SPC TX S     - 5,185,800.      206,470.      MT  (+/- 180 meters Scaled)
 AJ0845
 AJ0845                          SUPERSEDED SURVEY CONTROL
 AJ0845
 AJ0845  NGVD 29 (??/??/92)  126.492  (m)          415.00   (f) ADJ UNCH    1 2
 AJ0845
 AJ0845.Superseded values are not recommended for survey control.
 AJ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0845.See file dsdata.txt to determine how the superseded data were derived.
 AJ0845
 AJ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR559242(NAD 83)
 AJ0845_MARKER: DB = BENCH MARK DISK
 AJ0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0845_STAMPING: P 1082 1957
 AJ0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0845+STABILITY: SURFACE MOTION
 AJ0845
 AJ0845  HISTORY     - Date     Condition        Report By
 AJ0845  HISTORY     - 1957     MONUMENTED       CGS
 AJ0845  HISTORY     - 1975     GOOD             NGS
 AJ0845
 AJ0845                          STATION DESCRIPTION
 AJ0845
 AJ0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0845'14.8 MI S FROM LAREDO.
 AJ0845'2.8 MILES SOUTHEAST ALONG THE TEXAS AND MEXICAN RAILROAD FROM THE
 AJ0845'STATION AT LAREDO, THENCE 12.0 MILES SOUTH ALONG U.S. HIGHWAY 83, 0.1
 AJ0845'MILE SOUTH OF A BRIDGE OVER BECERRA CREEK, 47 FEET SOUTHWEST OF THE
 AJ0845'CENTER LINE OF THE HIGHWAY, 7 FEET SOUTHEAST OF A TELEPHONE POLE, 1.4
 AJ0845'FEET NORTHEAST OF A FENCE, 2.5 FEET NORTHWEST OF A WITNESS POST, SET
 AJ0845'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AJ0845'GROUND.
 AJ0845
 AJ0845                          STATION RECOVERY (1975)
 AJ0845
 AJ0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AJ0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0846 ***********************************************************************
 AJ0846  DESIGNATION -  P 1082 RESET 1975
 AJ0846  PID         -  AJ0846
 AJ0846  STATE/COUNTY-  TX/WEBB
 AJ0846  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0846
 AJ0846                         *CURRENT SURVEY CONTROL
 AJ0846  ___________________________________________________________________
 AJ0846* NAD 83(1986)-  27 20 26.     (N)    099 26 47.     (W)     SCALED    
 AJ0846* NAVD 88     -       125.870  (meters)     412.96   (feet)  ADJUSTED  
 AJ0846  ___________________________________________________________________
 AJ0846  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AJ0846  DYNAMIC HT  -         125.669 (meters)     412.30  (feet)  COMP
 AJ0846  MODELED GRAV-     979,053.2   (mgal)                       NAVD 88
 AJ0846
 AJ0846  VERT ORDER  -  FIRST     CLASS II
 AJ0846
 AJ0846.The horizontal coordinates were scaled from a topographic map and have
 AJ0846.an estimated accuracy of +/- 6 seconds.
 AJ0846
 AJ0846.The orthometric height was determined by differential leveling
 AJ0846.and adjusted by the National Geodetic Survey in June 1991..
 AJ0846
 AJ0846.The geoid height was determined by GEOID03.
 AJ0846
 AJ0846.The dynamic height is computed by dividing the NAVD 88
 AJ0846.geopotential number by the normal gravity value computed on the
 AJ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0846.degrees latitude (g = 980.6199 gals.).
 AJ0846
 AJ0846.The modeled gravity was interpolated from observed gravity values.
 AJ0846
 AJ0846;                    North         East    Units  Estimated Accuracy
 AJ0846;SPC TX S     - 5,185,810.      206,360.      MT  (+/- 180 meters Scaled)
 AJ0846
 AJ0846                          SUPERSEDED SURVEY CONTROL
 AJ0846
 AJ0846.No superseded survey control is available for this station.
 AJ0846
 AJ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR558242(NAD 83)
 AJ0846_MARKER: DB = BENCH MARK DISK
 AJ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0846_STAMPING: P 1082 RESET 1975
 AJ0846_MARK LOGO: NGS   
 AJ0846_PROJECTION: PROJECTING 4 CENTIMETERS
 AJ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0846+STABILITY: SURFACE MOTION
 AJ0846
 AJ0846  HISTORY     - Date     Condition        Report By
 AJ0846  HISTORY     - 1975     MONUMENTED       NGS
 AJ0846  HISTORY     - 1981     GOOD             NGS
 AJ0846
 AJ0846                          STATION DESCRIPTION
 AJ0846
 AJ0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AJ0846'13 MI S FROM LAREDO.
 AJ0846'FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND LOOP 20, WHICH IS LOCATED
 AJ0846'AT THE SOUTHEAST EDGE OF LAREDO, GO SOUTH ON U.S. HIGHWAY 83 FOR 11.55
 AJ0846'MILES TO MARK ON THE RIGHT, ON THE WEST EDGE OF ROAD RIGHT-OF-WAY. THE
 AJ0846'MARK IS A STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND CONCRETE
 AJ0846'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED P 1082 RESET 1975.
 AJ0846'IT IS 3 FEET NORTH OF A METAL WITNESS POST, 2 FEET EAST OF A TELEPHONE
 AJ0846'POLE AND 1-FOOT EAST OF THE FENCE-LINE.
 AJ0846
 AJ0846                          STATION RECOVERY (1981)
 AJ0846
 AJ0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0846'RECOVERED THIS DATE, NOTE, 19.8 KM (12.25 MI) SOUTH ALONG U.S. HIGHWAY
 AJ0846'83 FROM THE TEXAS MEXICO RAILROAD OVERPASS BRIDGE IN LAREDO, ABOUT
 AJ0846'61 METERS (200 FT) WEST OF CENTERLINE OF NEW HIGHWAY 83, AND IN LINE
 AJ0846'WITH NORTH SOUTH OVERHEAD POWERLINE, 0.30 METERS (1.0 FT) EAST OF A
 AJ0846'FENCE LINE AND 0.61 METERS (2.0 FT) NORTH OF A POWERLINE POLE.
 AJ0846'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 AJ0846'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0723 ***********************************************************************
 AJ0723  DESIGNATION -  P 1083
 AJ0723  PID         -  AJ0723
 AJ0723  STATE/COUNTY-  TX/WEBB
 AJ0723  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0723
 AJ0723                         *CURRENT SURVEY CONTROL
 AJ0723  ___________________________________________________________________
 AJ0723* NAD 83(1986)-  27 45 54.     (N)    099 25 59.     (W)     SCALED    
 AJ0723* NAVD 88     -       208.485  (meters)     684.00   (feet)  ADJUSTED  
 AJ0723  ___________________________________________________________________
 AJ0723  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AJ0723  DYNAMIC HT  -         208.158 (meters)     682.93  (feet)  COMP
 AJ0723  MODELED GRAV-     979,073.6   (mgal)                       NAVD 88
 AJ0723
 AJ0723  VERT ORDER  -  FIRST     CLASS II
 AJ0723
 AJ0723.The horizontal coordinates were scaled from a topographic map and have
 AJ0723.an estimated accuracy of +/- 6 seconds.
 AJ0723
 AJ0723.The orthometric height was determined by differential leveling
 AJ0723.and adjusted by the National Geodetic Survey in June 1991..
 AJ0723
 AJ0723.The geoid height was determined by GEOID03.
 AJ0723
 AJ0723.The dynamic height is computed by dividing the NAVD 88
 AJ0723.geopotential number by the normal gravity value computed on the
 AJ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0723.degrees latitude (g = 980.6199 gals.).
 AJ0723
 AJ0723.The modeled gravity was interpolated from observed gravity values.
 AJ0723
 AJ0723;                    North         East    Units  Estimated Accuracy
 AJ0723;SPC TX S     - 5,232,830.      208,030.      MT  (+/- 180 meters Scaled)
 AJ0723
 AJ0723                          SUPERSEDED SURVEY CONTROL
 AJ0723
 AJ0723  NGVD 29 (??/??/92)  208.368  (m)          683.62   (f) ADJ UNCH    1 2
 AJ0723
 AJ0723.Superseded values are not recommended for survey control.
 AJ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0723.See file dsdata.txt to determine how the superseded data were derived.
 AJ0723
 AJ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR573712(NAD 83)
 AJ0723_MARKER: DB = BENCH MARK DISK
 AJ0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0723_SP_SET: ABUTMENT
 AJ0723_STAMPING: P 1083 1957
 AJ0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0723
 AJ0723  HISTORY     - Date     Condition        Report By
 AJ0723  HISTORY     - 1957     MONUMENTED       CGS
 AJ0723  HISTORY     - 1975     GOOD             USGS
 AJ0723  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0723  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0723
 AJ0723                          STATION DESCRIPTION
 AJ0723
 AJ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0723'1.9 MI S FROM WEBB.
 AJ0723'1.9 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0723'FROM THE SECTION FOREMANS HOUSE AT WEBB, 6.4 FEET EAST OF THE EAST
 AJ0723'RAIL, AT THE UNDERPASS OF U.S. HIGHWAY 81, SET IN THE TOP OF THE EAST
 AJ0723'END OF THE SOUTH ABUTMENT OF THE UNDERPASS.
 AJ0723
 AJ0723                          STATION RECOVERY (1975)
 AJ0723
 AJ0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0723'RECOVERED IN GOOD CONDITION.
 AJ0723
 AJ0723                          STATION RECOVERY (1982)
 AJ0723
 AJ0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0723'MARK NOT RECOVERED THIS DATE, BM P 1083 RESET 1959 WAS FOUND HERE.
 AJ0723
 AJ0723                          STATION RECOVERY (2002)
 AJ0723
 AJ0723'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1030 ***********************************************************************
 AJ1030  DESIGNATION -  P 1084
 AJ1030  PID         -  AJ1030
 AJ1030  STATE/COUNTY-  TX/WEBB
 AJ1030  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1030
 AJ1030                         *CURRENT SURVEY CONTROL
 AJ1030  ___________________________________________________________________
 AJ1030* NAD 83(1986)-  27 57 24.     (N)    099 30 52.     (W)     SCALED    
 AJ1030* NAVD 88     -       233.388  (meters)     765.71   (feet)  POSTED    
 AJ1030  ___________________________________________________________________
 AJ1030  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AJ1030  DYNAMIC HT  -         233.030 (meters)     764.53  (feet)  COMP
 AJ1030  MODELED GRAV-     979,087.2   (mgal)                       NAVD 88
 AJ1030
 AJ1030  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ1030
 AJ1030.The horizontal coordinates were scaled from a topographic map and have
 AJ1030.an estimated accuracy of +/- 6 seconds.
 AJ1030
 AJ1030.The orthometric height was determined by differential leveling
 AJ1030.and adjusted by the National Geodetic Survey in 1992..
 AJ1030.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ1030.rate of 1.1 thru 2.0 mm/km.
 AJ1030
 AJ1030.The geoid height was determined by GEOID03.
 AJ1030
 AJ1030.The dynamic height is computed by dividing the NAVD 88
 AJ1030.geopotential number by the normal gravity value computed on the
 AJ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1030.degrees latitude (g = 980.6199 gals.).
 AJ1030
 AJ1030.The modeled gravity was interpolated from observed gravity values.
 AJ1030
 AJ1030;                    North         East    Units  Estimated Accuracy
 AJ1030;SPC TX S     - 5,254,130.      200,180.      MT  (+/- 180 meters Scaled)
 AJ1030
 AJ1030                          SUPERSEDED SURVEY CONTROL
 AJ1030
 AJ1030  NGVD 29 (??/??/92)  233.395  (m)          765.73   (f) ADJ UNCH    1 2
 AJ1030
 AJ1030.Superseded values are not recommended for survey control.
 AJ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1030.See file dsdata.txt to determine how the superseded data were derived.
 AJ1030
 AJ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR493925(NAD 83)
 AJ1030_MARKER: DB = BENCH MARK DISK
 AJ1030_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1030_SP_SET: 7.5 FT
 AJ1030_STAMPING: P 1084 1957
 AJ1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1030
 AJ1030  HISTORY     - Date     Condition        Report By
 AJ1030  HISTORY     - 1957     MONUMENTED       CGS
 AJ1030  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ1030  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ1030
 AJ1030                          STATION DESCRIPTION
 AJ1030
 AJ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ1030'14.1 MI NW FROM WEBB.
 AJ1030'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1030'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ1030'GRADED DIRT ROAD, THENCE 11.1 MILES NORTHWEST ALONG U.S. HIGHWAY 83,
 AJ1030'50 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13.6 FEET
 AJ1030'NORTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER POST, 2.7 FEET
 AJ1030'NORTHEAST OF A FENCE, 2.4 FEET SOUTHEAST OF A WITNESS POST, CLAMPED ON
 AJ1030'THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 7.5 FEET
 AJ1030'IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT
 AJ1030'ABOVE THE GROUND.
 AJ1030
 AJ1030                          STATION RECOVERY (1982)
 AJ1030
 AJ1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1030'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ1030
 AJ1030                          STATION RECOVERY (2002)
 AJ1030
 AJ1030'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0439 ***********************************************************************
 AO0439  DESIGNATION -  P 1086
 AO0439  PID         -  AO0439
 AO0439  STATE/COUNTY-  TX/DIMMIT
 AO0439  USGS QUAD   -  CARRIZO SPRINGS NW (1972)
 AO0439
 AO0439                         *CURRENT SURVEY CONTROL
 AO0439  ___________________________________________________________________
 AO0439* NAD 83(1986)-  28 38 06.     (N)    099 59 33.     (W)     SCALED    
 AO0439* NAVD 88     -       192.126  (meters)     630.33   (feet)  ADJUSTED  
 AO0439  ___________________________________________________________________
 AO0439  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AO0439  DYNAMIC HT  -         191.840 (meters)     629.40  (feet)  COMP
 AO0439  MODELED GRAV-     979,154.0   (mgal)                       NAVD 88
 AO0439
 AO0439  VERT ORDER  -  FIRST     CLASS II
 AO0439
 AO0439.The horizontal coordinates were scaled from a topographic map and have
 AO0439.an estimated accuracy of +/- 6 seconds.
 AO0439
 AO0439.The orthometric height was determined by differential leveling
 AO0439.and adjusted by the National Geodetic Survey in June 1991..
 AO0439
 AO0439.The geoid height was determined by GEOID03.
 AO0439
 AO0439.The dynamic height is computed by dividing the NAVD 88
 AO0439.geopotential number by the normal gravity value computed on the
 AO0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0439.degrees latitude (g = 980.6199 gals.).
 AO0439
 AO0439.The modeled gravity was interpolated from observed gravity values.
 AO0439
 AO0439;                    North         East    Units  Estimated Accuracy
 AO0439;SPC TXSC     - 4,089,260.      502,960.      MT  (+/- 180 meters Scaled)
 AO0439
 AO0439                          SUPERSEDED SURVEY CONTROL
 AO0439
 AO0439  NGVD 29 (??/??/92)  192.042  (m)          630.06   (f) ADJ UNCH    1 2
 AO0439
 AO0439.Superseded values are not recommended for survey control.
 AO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0439.See file dsdata.txt to determine how the superseded data were derived.
 AO0439
 AO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS029679(NAD 83)
 AO0439_MARKER: DB = BENCH MARK DISK
 AO0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0439_STAMPING: P 1086 1957
 AO0439_MARK LOGO: CGS   
 AO0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0439+STABILITY: SURFACE MOTION
 AO0439
 AO0439  HISTORY     - Date     Condition        Report By
 AO0439  HISTORY     - 1957     MONUMENTED       CGS
 AO0439  HISTORY     - 1982     POOR             NGS
 AO0439
 AO0439                          STATION DESCRIPTION
 AO0439
 AO0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0439'12.4 MI NW FROM CARRIZO SPRINGS.
 AO0439'11.75 MILES NORTHWEST ALONG U.S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AO0439'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, THENCE 0.65 MILE
 AO0439'NORTHWEST ALONG FARM ROAD 393, 39 FEET SOUTHWEST OF THE CENTER LINE OF
 AO0439'THE FARM ROAD, 59 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A DIRT
 AO0439'ROAD LEADING NORTHEAST, 29 FEET NORTHWEST OF A POWER POLE, 1.6 FEET
 AO0439'NORTHEAST OF A FENCE, 2.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 AO0439'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AO0439
 AO0439                          STATION RECOVERY (1982)
 AO0439
 AO0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0439'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0439'SPRINGS, THENCE 18.7 KM (11.6 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AO0439'THENCE 1.05 KM (0.65 MI) NORTHWEST ALONG FARM ROAD 393, 18.0 METERS
 AO0439'(59.0 FT) NORTHWEST OF EXTENDED CENTER OF DIRT ROAD LEADING NORTHEAST,
 AO0439'11.9 METERS (39.0 FT) SOUTHWEST OF CENTER OF FARM ROAD 393, 8.8 METERS
 AO0439'(29.0 FT) NORTHWEST OF POWER POLE, AND 0.48 METERS (1.6 FT) NORTHEAST
 AO0439'OF A FENCE, NOTE, HAS BEEN HIT, LEANING, NO GOOD HIGH POINT, NOT
 AO0439'LEVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0050 ***********************************************************************
 AP0050  DESIGNATION -  P 1087 RESET 1961
 AP0050  PID         -  AP0050
 AP0050  STATE/COUNTY-  TX/MAVERICK
 AP0050  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0050
 AP0050                         *CURRENT SURVEY CONTROL
 AP0050  ___________________________________________________________________
 AP0050* NAD 83(1986)-  28 39 59.     (N)    100 17 35.     (W)     SCALED    
 AP0050* NAVD 88     -       242.650  (meters)     796.09   (feet)  ADJUSTED  
 AP0050  ___________________________________________________________________
 AP0050  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AP0050  DYNAMIC HT  -         242.287 (meters)     794.90  (feet)  COMP
 AP0050  MODELED GRAV-     979,143.4   (mgal)                       NAVD 88
 AP0050
 AP0050  VERT ORDER  -  FIRST     CLASS II
 AP0050
 AP0050.The horizontal coordinates were scaled from a topographic map and have
 AP0050.an estimated accuracy of +/- 6 seconds.
 AP0050
 AP0050.The orthometric height was determined by differential leveling
 AP0050.and adjusted by the National Geodetic Survey in June 1991..
 AP0050
 AP0050.The geoid height was determined by GEOID03.
 AP0050
 AP0050.The dynamic height is computed by dividing the NAVD 88
 AP0050.geopotential number by the normal gravity value computed on the
 AP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0050.degrees latitude (g = 980.6199 gals.).
 AP0050
 AP0050.The modeled gravity was interpolated from observed gravity values.
 AP0050
 AP0050;                    North         East    Units  Estimated Accuracy
 AP0050;SPC TXSC     - 4,093,030.      473,620.      MT  (+/- 180 meters Scaled)
 AP0050
 AP0050                          SUPERSEDED SURVEY CONTROL
 AP0050
 AP0050  NGVD 29 (??/??/??)  242.42   (m)          795.3    (f) RESET       3  
 AP0050
 AP0050.Superseded values are not recommended for survey control.
 AP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0050.See file dsdata.txt to determine how the superseded data were derived.
 AP0050
 AP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS736717(NAD 83)
 AP0050_MARKER: DB = BENCH MARK DISK
 AP0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0050_STAMPING: P 1087 RESET 1961
 AP0050_MARK LOGO: CGS   
 AP0050_PROJECTION: RECESSED 15 CENTIMETERS
 AP0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0050+STABILITY: SURFACE MOTION
 AP0050
 AP0050  HISTORY     - Date     Condition        Report By
 AP0050  HISTORY     - 1961     MONUMENTED       CGS
 AP0050  HISTORY     - 1982     GOOD             NGS
 AP0050
 AP0050                          STATION DESCRIPTION
 AP0050
 AP0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0050'12.95 MI E FROM EAGLE PASS.
 AP0050'ABOUT 12.95 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE RAILROAD
 AP0050'CROSSING IN EAGLE PASS, UNDER THE SOUTH RIGHT-OF-WAY FENCE LINE AND 2
 AP0050'FEET WEST OF A 4 X 4 WITNESS POST.  IT IS ABOUT 1/4 MILE WEST OF A
 AP0050'DIVIDE AND ABOUT MIDWAY BETWEEN TWO TELEPHONE POLES.  A STANDARD DISK
 AP0050'STAMPED P 1087 RESET 1961 IN A CONCRETE POST WHICH PROJECTS ABOUT 4
 AP0050'INCHES.
 AP0050
 AP0050                          STATION RECOVERY (1982)
 AP0050
 AP0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0050'21.5 KM (13.35 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM
 AP0050'THE OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF
 AP0050'MAIN STREET AND MADISON STREET UNDER SOUTH RIGHT OF WAY FENCE,
 AP0050'22.8 METERS (75.0 FT) SOUTH OF CENTERLINE OF THE HIGHWAY, AND
 AP0050'0.15 METER (0.5 FT) NORTH OF RIGHT OF WAY FENCE.
 AP0050'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 AP0050'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0370 ***********************************************************************
 AO0370  DESIGNATION -  P 1088
 AO0370  PID         -  AO0370
 AO0370  STATE/COUNTY-  TX/DIMMIT
 AO0370  USGS QUAD   -  CATARINA (1982)
 AO0370
 AO0370                         *CURRENT SURVEY CONTROL
 AO0370  ___________________________________________________________________
 AO0370* NAD 83(1986)-  28 19 48.     (N)    099 36 49.     (W)     SCALED    
 AO0370* NAVD 88     -       152.487  (meters)     500.28   (feet)  ADJUSTED  
 AO0370  ___________________________________________________________________
 AO0370  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0370  DYNAMIC HT  -         152.255 (meters)     499.52  (feet)  COMP
 AO0370  MODELED GRAV-     979,122.1   (mgal)                       NAVD 88
 AO0370
 AO0370  VERT ORDER  -  FIRST     CLASS II
 AO0370
 AO0370.The horizontal coordinates were scaled from a topographic map and have
 AO0370.an estimated accuracy of +/- 6 seconds.
 AO0370
 AO0370.The orthometric height was determined by differential leveling
 AO0370.and adjusted by the National Geodetic Survey in June 1991..
 AO0370
 AO0370.The geoid height was determined by GEOID03.
 AO0370
 AO0370.The dynamic height is computed by dividing the NAVD 88
 AO0370.geopotential number by the normal gravity value computed on the
 AO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0370.degrees latitude (g = 980.6199 gals.).
 AO0370
 AO0370.The modeled gravity was interpolated from observed gravity values.
 AO0370
 AO0370;                    North         East    Units  Estimated Accuracy
 AO0370;SPC TXSC     - 4,055,210.      539,830.      MT  (+/- 180 meters Scaled)
 AO0370
 AO0370                          SUPERSEDED SURVEY CONTROL
 AO0370
 AO0370  NGVD 29 (??/??/92)  152.330  (m)          499.77   (f) ADJ UNCH    1 2
 AO0370
 AO0370.Superseded values are not recommended for survey control.
 AO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0370.See file dsdata.txt to determine how the superseded data were derived.
 AO0370
 AO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS398339(NAD 83)
 AO0370_MARKER: DB = BENCH MARK DISK
 AO0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0370_SP_SET: CULVERT
 AO0370_STAMPING: P 1088 1957
 AO0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0370
 AO0370  HISTORY     - Date     Condition        Report By
 AO0370  HISTORY     - 1957     MONUMENTED       CGS
 AO0370  HISTORY     - 1976     POOR             USGS
 AO0370  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0370
 AO0370                          STATION DESCRIPTION
 AO0370
 AO0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0370'1.45 MI SE FROM CATARINA.
 AO0370'1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0370'CATARINA, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AO0370'TOP OF THE CENTER OF THE EAST HEADWALL OF A 5 CHANNEL CONCRETE
 AO0370'CULVERT.
 AO0370
 AO0370                          STATION RECOVERY (1976)
 AO0370
 AO0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0370'MARK RECOVERED IN POOR CONDITION.
 AO0370
 AO0370                          STATION RECOVERY (1997)
 AO0370
 AO0370'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0371 ***********************************************************************
 AO0371  DESIGNATION -  P 1088 RESET 1962
 AO0371  PID         -  AO0371
 AO0371  STATE/COUNTY-  TX/DIMMIT
 AO0371  USGS QUAD   -  CATARINA (1982)
 AO0371
 AO0371                         *CURRENT SURVEY CONTROL
 AO0371  ___________________________________________________________________
 AO0371* NAD 83(1986)-  28 19 48.     (N)    099 36 50.     (W)     SCALED    
 AO0371* NAVD 88     -       496.02   (+/-2cm)    1627.4    (feet)  VERTCON   
 AO0371  ___________________________________________________________________
 AO0371  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0371
 AO0371  VERT ORDER  -  ? (See Below)
 AO0371
 AO0371.The horizontal coordinates were scaled from a topographic map and have
 AO0371.an estimated accuracy of +/- 6 seconds.
 AO0371
 AO0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0371.The vertical order pertains to the NGVD 29 superseded value.
 AO0371
 AO0371.The geoid height was determined by GEOID03.
 AO0371
 AO0371;                    North         East    Units  Estimated Accuracy
 AO0371;SPC TXSC     - 4,055,210.      539,800.      MT  (+/- 180 meters Scaled)
 AO0371
 AO0371                          SUPERSEDED SURVEY CONTROL
 AO0371
 AO0371  NGVD 29 (??/??/92)  495.904  (m)         1626.98   (f) ADJ UNCH    ?  
 AO0371
 AO0371.Superseded values are not recommended for survey control.
 AO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0371.See file dsdata.txt to determine how the superseded data were derived.
 AO0371
 AO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS398339(NAD 83)
 AO0371_MARKER: DB = BENCH MARK DISK
 AO0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0371_STAMPING: P 1088 RESET 1962
 AO0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0371+STABILITY: SURFACE MOTION
 AO0371
 AO0371  HISTORY     - Date     Condition        Report By
 AO0371  HISTORY     - 1962     MONUMENTED       CGS
 AO0371  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0371  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0371
 AO0371                          STATION DESCRIPTION
 AO0371
 AO0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AO0371'1.5 MI SE FROM CATARINA.
 AO0371'ABOUT 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AO0371'IN CATARINA, OR 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE
 AO0371'JUNCTION OF FARM ROAD 133 AND HIGHWAY 83, 60 FEET EAST OF THE CENTER
 AO0371'LINE OF HIGHWAY 83, 90 FEET SOUTH OF A CONCRETE CULVERT, 2 FEET SOUTH
 AO0371'OF A TELEPHONE POLE, 6 INCHES WEST OF THE EAST RIGHT-OF-WAY FENCE, AND
 AO0371'2 FEET NORTH OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK SET
 AO0371'IN A 12 X 12 IN. CONCRETE POST.
 AO0371
 AO0371                          STATION RECOVERY (1982)
 AO0371
 AO0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0371'NOT RECOVERED, APPEARS TO HAVE BEEN GRADED OUT, NOTE, CONCRETE POST
 AO0371'RECOVERED, DISK NOT RECOVERED.
 AO0371
 AO0371                          STATION RECOVERY (1997)
 AO0371
 AO0371'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0023 ***********************************************************************
 AP0023  DESIGNATION -  P 1089
 AP0023  PID         -  AP0023
 AP0023  STATE/COUNTY-  TX/MAVERICK
 AP0023  USGS QUAD   -  SACATOSA TANK (1974)
 AP0023
 AP0023                         *CURRENT SURVEY CONTROL
 AP0023  ___________________________________________________________________
 AP0023* NAD 83(1986)-  28 39 00.     (N)    100 09 11.     (W)     SCALED    
 AP0023* NAVD 88     -       215.866  (meters)     708.22   (feet)  ADJUSTED  
 AP0023  ___________________________________________________________________
 AP0023  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AP0023  DYNAMIC HT  -         215.545 (meters)     707.17  (feet)  COMP
 AP0023  MODELED GRAV-     979,152.1   (mgal)                       NAVD 88
 AP0023
 AP0023  VERT ORDER  -  FIRST     CLASS II
 AP0023
 AP0023.The horizontal coordinates were scaled from a topographic map and have
 AP0023.an estimated accuracy of +/- 6 seconds.
 AP0023
 AP0023.The orthometric height was determined by differential leveling
 AP0023.and adjusted by the National Geodetic Survey in June 1991..
 AP0023
 AP0023.The geoid height was determined by GEOID03.
 AP0023
 AP0023.The dynamic height is computed by dividing the NAVD 88
 AP0023.geopotential number by the normal gravity value computed on the
 AP0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0023.degrees latitude (g = 980.6199 gals.).
 AP0023
 AP0023.The modeled gravity was interpolated from observed gravity values.
 AP0023
 AP0023;                    North         East    Units  Estimated Accuracy
 AP0023;SPC TXSC     - 4,091,070.      487,280.      MT  (+/- 180 meters Scaled)
 AP0023
 AP0023                          SUPERSEDED SURVEY CONTROL
 AP0023
 AP0023  NGVD 29 (??/??/92)  215.764  (m)          707.89   (f) ADJ UNCH    1 2
 AP0023
 AP0023.Superseded values are not recommended for survey control.
 AP0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0023.See file dsdata.txt to determine how the superseded data were derived.
 AP0023
 AP0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS873697(NAD 83)
 AP0023_MARKER: DB = BENCH MARK DISK
 AP0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0023_STAMPING: P 1089 1957
 AP0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0023+STABILITY: SURFACE MOTION
 AP0023
 AP0023  HISTORY     - Date     Condition        Report By
 AP0023  HISTORY     - 1957     MONUMENTED       CGS
 AP0023  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0023
 AP0023                          STATION DESCRIPTION
 AP0023
 AP0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0023'22.15 MI E FROM EAGLE PASS.
 AP0023'21.1 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0023'RAILROAD STATION AT EAGLE PASS TO THE ENTRANCE TO THE FARIAS RANCH,
 AP0023'THENCE 1.05 MILES NORTHEAST ALONG A WINDING TRACK ROAD, 0.15 MILE
 AP0023'SOUTHWEST OF THE SOUTH END OF AN EARTH DAM WHICH FORMS A SMALL STOCK
 AP0023'POND, 0.1 MILE SOUTH OF THE POND, 56 FEET NORTHWEST OF THE CENTER LINE
 AP0023'OF A TRACK ROAD, 1.7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 AP0023'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AP0023
 AP0023                          STATION RECOVERY (1982)
 AP0023
 AP0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0023'NOT RECOVERED, SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0101 ***********************************************************************
 CB0101  DESIGNATION -  P 109
 CB0101  PID         -  CB0101
 CB0101  STATE/COUNTY-  TX/TOM GREEN
 CB0101  USGS QUAD   -  VICK (1984)
 CB0101
 CB0101                         *CURRENT SURVEY CONTROL
 CB0101  ___________________________________________________________________
 CB0101* NAD 83(1986)-  31 20 26.     (N)    100 05 30.     (W)     SCALED    
 CB0101* NAVD 88     -       565.828  (meters)    1856.39   (feet)  ADJUSTED  
 CB0101  ___________________________________________________________________
 CB0101  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0101  DYNAMIC HT  -         565.054 (meters)    1853.85  (feet)  COMP
 CB0101  MODELED GRAV-     979,254.4   (mgal)                       NAVD 88
 CB0101
 CB0101  VERT ORDER  -  FIRST     CLASS II
 CB0101
 CB0101.The horizontal coordinates were scaled from a topographic map and have
 CB0101.an estimated accuracy of +/- 6 seconds.
 CB0101
 CB0101.The orthometric height was determined by differential leveling
 CB0101.and adjusted by the National Geodetic Survey in June 1991..
 CB0101
 CB0101.The geoid height was determined by GEOID03.
 CB0101
 CB0101.The dynamic height is computed by dividing the NAVD 88
 CB0101.geopotential number by the normal gravity value computed on the
 CB0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0101.degrees latitude (g = 980.6199 gals.).
 CB0101
 CB0101.The modeled gravity was interpolated from observed gravity values.
 CB0101
 CB0101;                    North         East    Units  Estimated Accuracy
 CB0101;SPC TX C     - 3,185,590.      723,000.      MT  (+/- 180 meters Scaled)
 CB0101
 CB0101                          SUPERSEDED SURVEY CONTROL
 CB0101
 CB0101  NGVD 29 (??/??/92)  565.686  (m)         1855.92   (f) ADJ UNCH    1 2
 CB0101
 CB0101.Superseded values are not recommended for survey control.
 CB0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0101.See file dsdata.txt to determine how the superseded data were derived.
 CB0101
 CB0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV961678(NAD 83)
 CB0101_MARKER: DB = BENCH MARK DISK
 CB0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0101_SP_SET: MONUMENT
 CB0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0101
 CB0101  HISTORY     - Date     Condition        Report By
 CB0101  HISTORY     - UNK      MONUMENTED       CGS
 CB0101  HISTORY     - 1933     GOOD             NGS
 CB0101  HISTORY     - 1958     GOOD             NGS
 CB0101
 CB0101                          STATION DESCRIPTION
 CB0101
 CB0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0101'13.5 MI SE FROM WALL.
 CB0101'100 FEET SOUTHEAST OF GAIL STORE APPROACH, 51 FEET NORTH OF CENTER
 CB0101'LINE OF HIGHWAY.  NOTE-- AT THE TOWN OF VICK.
 CB0101
 CB0101                          STATION RECOVERY (1958)
 CB0101
 CB0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CB0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0102 ***********************************************************************
 CB0102  DESIGNATION -  P 109 RESET 1933
 CB0102  PID         -  CB0102
 CB0102  STATE/COUNTY-  TX/TOM GREEN
 CB0102  USGS QUAD   -  VICK (1984)
 CB0102
 CB0102                         *CURRENT SURVEY CONTROL
 CB0102  ___________________________________________________________________
 CB0102* NAD 83(1986)-  31 20 27.     (N)    100 05 28.     (W)     SCALED    
 CB0102* NAVD 88     -       565.85   (meters)    1856.5    (feet)  RESET     
 CB0102  ___________________________________________________________________
 CB0102  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0102
 CB0102  VERT ORDER  -  THIRD
 CB0102
 CB0102.The horizontal coordinates were scaled from a topographic map and have
 CB0102.an estimated accuracy of +/- 6 seconds.
 CB0102
 CB0102.The orthometric height was computed from unverified reset data.
 CB0102
 CB0102.The geoid height was determined by GEOID03.
 CB0102
 CB0102;                    North         East    Units  Estimated Accuracy
 CB0102;SPC TX C     - 3,185,620.      723,050.      MT  (+/- 180 meters Scaled)
 CB0102
 CB0102                          SUPERSEDED SURVEY CONTROL
 CB0102
 CB0102.No superseded survey control is available for this station.
 CB0102
 CB0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV962678(NAD 83)
 CB0102_MARKER: DB = BENCH MARK DISK
 CB0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0102_STAMPING: P 109 RESET 1933 1955.921
 CB0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0102+STABILITY: SURFACE MOTION
 CB0102
 CB0102  HISTORY     - Date     Condition        Report By
 CB0102  HISTORY     - 1933     MONUMENTED       RBNF
 CB0102  HISTORY     - 1958     GOOD             LOCSUR
 CB0102  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0102
 CB0102                          STATION DESCRIPTION
 CB0102
 CB0102'DESCRIBED BY RESEARCHED BUT NOT FOUND 1933
 CB0102'13.5 MI SE FROM WALL.
 CB0102'13.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM WALL, TOM GREEN
 CB0102'COUNTY, 100 FEET SOUTHEAST OF THE GAIL STORE APPROACH, 0.1 MILE
 CB0102'SOUTHEAST OF THE VICK, TEXAS POST OFFICE, 51 FEET NORTH OF THE
 CB0102'CENTERLINE OF THE HIGHWAY, AND FLUSH WITH THE GROUND, SET IN THE TOP
 CB0102'OF A CONCRETE POST.
 CB0102
 CB0102                          STATION RECOVERY (1958)
 CB0102
 CB0102'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 CB0102'RECOVERED IN GOOD CONDITION.
 CB0102
 CB0102                          STATION RECOVERY (1981)
 CB0102
 CB0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0092 ***********************************************************************
 AZ0092  DESIGNATION -  P 1090
 AZ0092  PID         -  AZ0092
 AZ0092  STATE/COUNTY-  TX/UVALDE
 AZ0092  USGS QUAD   -  MUSTANG WATERHOLE (1974)
 AZ0092
 AZ0092                         *CURRENT SURVEY CONTROL
 AZ0092  ___________________________________________________________________
 AZ0092* NAD 83(1986)-  29 15 24.     (N)    100 01 34.     (W)     SCALED    
 AZ0092* NAVD 88     -       329.960  (meters)    1082.54   (feet)  ADJUSTED  
 AZ0092  ___________________________________________________________________
 AZ0092  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AZ0092  DYNAMIC HT  -         329.478 (meters)    1080.96  (feet)  COMP
 AZ0092  MODELED GRAV-     979,174.1   (mgal)                       NAVD 88
 AZ0092
 AZ0092  VERT ORDER  -  FIRST     CLASS II
 AZ0092
 AZ0092.The horizontal coordinates were scaled from a topographic map and have
 AZ0092.an estimated accuracy of +/- 6 seconds.
 AZ0092
 AZ0092.The orthometric height was determined by differential leveling
 AZ0092.and adjusted by the National Geodetic Survey in June 1991..
 AZ0092
 AZ0092.The geoid height was determined by GEOID03.
 AZ0092
 AZ0092.The dynamic height is computed by dividing the NAVD 88
 AZ0092.geopotential number by the normal gravity value computed on the
 AZ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0092.degrees latitude (g = 980.6199 gals.).
 AZ0092
 AZ0092.The modeled gravity was interpolated from observed gravity values.
 AZ0092
 AZ0092;                    North         East    Units  Estimated Accuracy
 AZ0092;SPC TXSC     - 4,158,180.      500,280.      MT  (+/- 180 meters Scaled)
 AZ0092
 AZ0092                          SUPERSEDED SURVEY CONTROL
 AZ0092
 AZ0092  NGVD 29 (??/??/92)  329.863  (m)         1082.23   (f) ADJ UNCH    1 2
 AZ0092
 AZ0092.Superseded values are not recommended for survey control.
 AZ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0092.See file dsdata.txt to determine how the superseded data were derived.
 AZ0092
 AZ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT003368(NAD 83)
 AZ0092_MARKER: DB = BENCH MARK DISK
 AZ0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0092_SP_SET: BASE
 AZ0092_STAMPING: P 1090 1957
 AZ0092_MARK LOGO: CGS   
 AZ0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0092
 AZ0092  HISTORY     - Date     Condition        Report By
 AZ0092  HISTORY     - 1957     MONUMENTED       CGS
 AZ0092  HISTORY     - 1982     GOOD             NGS
 AZ0092  HISTORY     - 1988     GOOD             USPSQD
 AZ0092
 AZ0092                          STATION DESCRIPTION
 AZ0092
 AZ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0092'3.6 MI E FROM CLINE.
 AZ0092'3.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0092'STATION AT CLINE, 47 FEET NORTHEAST OF THE 7TH POLE EAST OF MILEPOST
 AZ0092'316, 3 RAILS EAST OF A CONCRETE CULVERT, 8.5 FEET SOUTH OF THE SOUTH
 AZ0092'RAIL, SET IN THE TOP OF THE CENTER OF AN ABANDONED CONCRETE SEMAPHORE
 AZ0092'BASE.
 AZ0092
 AZ0092                          STATION RECOVERY (1982)
 AZ0092
 AZ0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0092'MARK RECOVERED THIS DATE, NOTE, RAILROAD STATION AT CLINE HAS BEEN
 AZ0092'REMOVED, 24.0 KM (14.9 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC
 AZ0092'RAILROAD SERVICE ROAD FROM THE RAILROAD STATION IN UVALDE.
 AZ0092'THE MARK IS 2.1 M ABOVE SERVICE ROAD.
 AZ0092
 AZ0092                          STATION RECOVERY (1988)
 AZ0092
 AZ0092'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AZ0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1314 ***********************************************************************
 AY1314  DESIGNATION -  P 1091
 AY1314  PID         -  AY1314
 AY1314  STATE/COUNTY-  TX/UVALDE
 AY1314  USGS QUAD   -  UVALDE (1971)
 AY1314
 AY1314                         *CURRENT SURVEY CONTROL
 AY1314  ___________________________________________________________________
 AY1314* NAD 83(1986)-  29 14 19.     (N)    099 46 42.     (W)     SCALED    
 AY1314* NAVD 88     -       296.305  (meters)     972.13   (feet)  ADJUSTED  
 AY1314  ___________________________________________________________________
 AY1314  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY1314  DYNAMIC HT  -         295.874 (meters)     970.71  (feet)  COMP
 AY1314  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AY1314
 AY1314  VERT ORDER  -  FIRST     CLASS II
 AY1314
 AY1314.The horizontal coordinates were scaled from a topographic map and have
 AY1314.an estimated accuracy of +/- 6 seconds.
 AY1314
 AY1314.The orthometric height was determined by differential leveling
 AY1314.and adjusted by the National Geodetic Survey in June 1991..
 AY1314
 AY1314.The geoid height was determined by GEOID03.
 AY1314
 AY1314.The dynamic height is computed by dividing the NAVD 88
 AY1314.geopotential number by the normal gravity value computed on the
 AY1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1314.degrees latitude (g = 980.6199 gals.).
 AY1314
 AY1314.The modeled gravity was interpolated from observed gravity values.
 AY1314
 AY1314;                    North         East    Units  Estimated Accuracy
 AY1314;SPC TXSC     - 4,155,990.      524,350.      MT  (+/- 180 meters Scaled)
 AY1314
 AY1314                          SUPERSEDED SURVEY CONTROL
 AY1314
 AY1314  NGVD 29 (??/??/92)  296.127  (m)          971.54   (f) ADJ UNCH    1 2
 AY1314
 AY1314.Superseded values are not recommended for survey control.
 AY1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1314.See file dsdata.txt to determine how the superseded data were derived.
 AY1314
 AY1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT243346(NAD 83)
 AY1314_MARKER: DB = BENCH MARK DISK
 AY1314_SETTING: 66 = SET IN ROCK OUTCROP
 AY1314_SP_SET: OUTCROP
 AY1314_STAMPING: P 1091 1957
 AY1314_MARK LOGO: CGS   
 AY1314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1314+STABILITY: POSITION/ELEVATION WELL
 AY1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1314+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2002
 AY1314
 AY1314  HISTORY     - Date     Condition        Report By
 AY1314  HISTORY     - 1957     MONUMENTED       CGS
 AY1314  HISTORY     - 1982     GOOD             NGS
 AY1314  HISTORY     - 1988     GOOD             USPSQD
 AY1314  HISTORY     - 20021110 GOOD             USPSQD
 AY1314
 AY1314                          STATION DESCRIPTION
 AY1314
 AY1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1314'1.15 MI E FROM UVALDE.
 AY1314'ABOUT 1.15 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AY1314'FROM THE STATION AT UVALDE, 324 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AY1314'NEAR THE TOP AND ON THE WEST SIDE OF A ROCKY KNOB, 17 FEET SOUTHWEST
 AY1314'OF THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION OF A HIGH STEEL TOWER
 AY1314'AND IN THE TOP OF A 3-FOOT BY OF THE WEST CORNER OF A FENCE AROUND THE
 AY1314'TOWER AND IN THE TOP OF A 3-FOOT BY 5-FOOT ROCK OUTCROP THAT PROJECTS
 AY1314'ABOUT 6 INCHES.
 AY1314
 AY1314                          STATION RECOVERY (1982)
 AY1314
 AY1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1314'MARK RECOVERED THIS DATE, RADIO TOWER IS GONE, CONCRETE BASE INTACT,
 AY1314'1.9 KM (1.2 MI) EAST NORTHEAST ALONG STATE ROUTE 2369 FROM THE
 AY1314'JUNCTION OF SPUR 144 AND THE SOUTHERN PACIFIC RAILROAD STATION IN
 AY1314'UVALDE, 4.6 METERS (15.0 FT) WEST NORTHWEST OF NORTHWEST CORNER OF A
 AY1314'10 BY 10 FT. BRICK BUILDING.
 AY1314
 AY1314                          STATION RECOVERY (1988)
 AY1314
 AY1314'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1314'RECOVERED IN GOOD CONDITION.
 AY1314
 AY1314                          STATION RECOVERY (2002)
 AY1314
 AY1314'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AY1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0065 ***********************************************************************
 AZ0065  DESIGNATION -  P 1092
 AZ0065  PID         -  AZ0065
 AZ0065  STATE/COUNTY-  TX/KINNEY
 AZ0065  USGS QUAD   -  ANACACHO (1974)
 AZ0065
 AZ0065                         *CURRENT SURVEY CONTROL
 AZ0065  ___________________________________________________________________
 AZ0065* NAD 83(1986)-  29 10 18.     (N)    100 20 03.     (W)     SCALED    
 AZ0065* NAVD 88     -       292.489  (meters)     959.61   (feet)  POSTED    
 AZ0065  ___________________________________________________________________
 AZ0065  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0065  DYNAMIC HT  -         292.060 (meters)     958.20  (feet)  COMP
 AZ0065  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AZ0065
 AZ0065  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0065
 AZ0065.The horizontal coordinates were scaled from a topographic map and have
 AZ0065.an estimated accuracy of +/- 6 seconds.
 AZ0065
 AZ0065.The orthometric height was determined by differential leveling
 AZ0065.and adjusted by the National Geodetic Survey in 1992..
 AZ0065.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0065.rate of 1.1 thru 2.0 mm/km.
 AZ0065
 AZ0065.The geoid height was determined by GEOID03.
 AZ0065
 AZ0065.The dynamic height is computed by dividing the NAVD 88
 AZ0065.geopotential number by the normal gravity value computed on the
 AZ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0065.degrees latitude (g = 980.6199 gals.).
 AZ0065
 AZ0065.The modeled gravity was interpolated from observed gravity values.
 AZ0065
 AZ0065;                    North         East    Units  Estimated Accuracy
 AZ0065;SPC TXSC     - 4,149,060.      470,240.      MT  (+/- 180 meters Scaled)
 AZ0065
 AZ0065                          SUPERSEDED SURVEY CONTROL
 AZ0065
 AZ0065  NGVD 29 (??/??/92)  292.364  (m)          959.20   (f) ADJ UNCH    1 2
 AZ0065
 AZ0065.Superseded values are not recommended for survey control.
 AZ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0065.See file dsdata.txt to determine how the superseded data were derived.
 AZ0065
 AZ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT702277(NAD 83)
 AZ0065_MARKER: DB = BENCH MARK DISK
 AZ0065_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0065_SP_SET: 9 FT
 AZ0065_STAMPING: P 1092 1957
 AZ0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0065
 AZ0065  HISTORY     - Date     Condition        Report By
 AZ0065  HISTORY     - 1957     MONUMENTED       CGS
 AZ0065  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0065
 AZ0065                          STATION DESCRIPTION
 AZ0065
 AZ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0065'5.6 MI E FROM SPOFFORD.
 AZ0065'ABOUT 5.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0065'STATION AT SPOFFORD, 44 FEET SOUTHWEST OF THE FIRST POLE SOUTHWEST OF
 AZ0065'MILE POST 336, 33 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 74 FEET
 AZ0065'NORTHWEST OF THE CENTER LINE OF FARM ROAD 1572, 1 1/2 FEET NORTHWEST
 AZ0065'OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE TOP OF THE
 AZ0065'RAIL.  A BENCH MARK DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AZ0065'WHICH IS DRIVEN TO A DEPTH OF 9 FEET AND PROJECTS 0.6 FOOT. THE ROD IS
 AZ0065'ENCASED IN A 6-INCH TILE WHICH PROJECTS 0.6 FOOT.
 AZ0065
 AZ0065                          STATION RECOVERY (1982)
 AZ0065
 AZ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0065'MARK NOT RECOVERED, PROBABLY GRADED OUT WHEN NEW RAILROAD WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0114 ***********************************************************************
 AP0114  DESIGNATION -  P 1093
 AP0114  PID         -  AP0114
 AP0114  STATE/COUNTY-  TX/MAVERICK
 AP0114  USGS QUAD   -  PALOMA (1974)
 AP0114
 AP0114                         *CURRENT SURVEY CONTROL
 AP0114  ___________________________________________________________________
 AP0114* NAD 83(1986)-  28 59 35.     (N)    100 23 59.     (W)     SCALED    
 AP0114* NAVD 88     -       280.021  (meters)     918.70   (feet)  ADJUSTED  
 AP0114  ___________________________________________________________________
 AP0114  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 AP0114  DYNAMIC HT  -         279.610 (meters)     917.35  (feet)  COMP
 AP0114  MODELED GRAV-     979,168.4   (mgal)                       NAVD 88
 AP0114
 AP0114  VERT ORDER  -  FIRST     CLASS II
 AP0114
 AP0114.The horizontal coordinates were scaled from a topographic map and have
 AP0114.an estimated accuracy of +/- 6 seconds.
 AP0114
 AP0114.The orthometric height was determined by differential leveling
 AP0114.and adjusted by the National Geodetic Survey in June 1991..
 AP0114
 AP0114.The geoid height was determined by GEOID03.
 AP0114
 AP0114.The dynamic height is computed by dividing the NAVD 88
 AP0114.geopotential number by the normal gravity value computed on the
 AP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0114.degrees latitude (g = 980.6199 gals.).
 AP0114
 AP0114.The modeled gravity was interpolated from observed gravity values.
 AP0114
 AP0114;                    North         East    Units  Estimated Accuracy
 AP0114;SPC TXSC     - 4,129,350.      463,620.      MT  (+/- 180 meters Scaled)
 AP0114
 AP0114                          SUPERSEDED SURVEY CONTROL
 AP0114
 AP0114  NGVD 29 (??/??/92)  279.870  (m)          918.21   (f) ADJ UNCH    1 2
 AP0114
 AP0114.Superseded values are not recommended for survey control.
 AP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0114.See file dsdata.txt to determine how the superseded data were derived.
 AP0114
 AP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT636080(NAD 83)
 AP0114_MARKER: DB = BENCH MARK DISK
 AP0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0114_STAMPING: P 1093 1957
 AP0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0114+STABILITY: SURFACE MOTION
 AP0114
 AP0114  HISTORY     - Date     Condition        Report By
 AP0114  HISTORY     - 1957     MONUMENTED       CGS
 AP0114
 AP0114                          STATION DESCRIPTION
 AP0114
 AP0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0114'12.7 MI S FROM SPOFFORD.
 AP0114'12.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0114'STATION AT SPOFORD, 11 RAILS NORTH OF THE NORTH SIDE OF THE STOCK PENS
 AP0114'AT DARING, 98 FEET NORTHWEST OF MILEPOST 12, 37 FEET WEST OF THE WEST
 AP0114'RAIL OF THE MAIN TRACK, 63 FEET EAST OF A FENCE, 17 FEET NORTH OF A
 AP0114'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.8 FEET EAST
 AP0114'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AP0114'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0887 ***********************************************************************
 AY0887  SACS        -  This is a Secondary Airport Control Station.
 AY0887  DESIGNATION -  P 1094
 AY0887  PID         -  AY0887
 AY0887  STATE/COUNTY-  TX/MEDINA
 AY0887  USGS QUAD   -  LA COSTE (1982)
 AY0887
 AY0887                         *CURRENT SURVEY CONTROL
 AY0887  ___________________________________________________________________
 AY0887* NAD 83(1993)-  29 20 44.85139(N)    098 50 56.04728(W)     ADJUSTED  
 AY0887* NAVD 88     -       232.383  (meters)     762.41   (feet)  ADJUSTED  
 AY0887  ___________________________________________________________________
 AY0887  X           -    -855,957.710 (meters)                     COMP
 AY0887  Y           -  -5,498,107.240 (meters)                     COMP
 AY0887  Z           -   3,107,468.478 (meters)                     COMP
 AY0887  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AY0887  ELLIP HEIGHT-         207.93  (meters)          (10/24/00) GPS OBS
 AY0887  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AY0887  DYNAMIC HT  -         232.047 (meters)     761.31  (feet)  COMP
 AY0887  MODELED GRAV-     979,191.6   (mgal)                       NAVD 88
 AY0887
 AY0887  HORZ ORDER  -  FIRST
 AY0887  VERT ORDER  -  FIRST     CLASS II
 AY0887  ELLP ORDER  -  FOURTH    CLASS II
 AY0887
 AY0887.This mark is at Castroville Muni (T89) Airport (T89)
 AY0887
 AY0887.The horizontal coordinates were established by GPS observations
 AY0887.and adjusted by the National Geodetic Survey in July 1996..
 AY0887
 AY0887.The orthometric height was determined by differential leveling
 AY0887.and adjusted by the National Geodetic Survey in June 1991..
 AY0887
 AY0887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY0887
 AY0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0887
 AY0887.The ellipsoidal height was determined by GPS observations
 AY0887.and is referenced to NAD 83.
 AY0887
 AY0887.The geoid height was determined by GEOID03.
 AY0887
 AY0887.The dynamic height is computed by dividing the NAVD 88
 AY0887.geopotential number by the normal gravity value computed on the
 AY0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0887.degrees latitude (g = 980.6199 gals.).
 AY0887
 AY0887.The modeled gravity was interpolated from observed gravity values.
 AY0887
 AY0887;                    North         East     Units Scale Factor Converg.
 AY0887;SPC TXSC     - 4,167,629.810   614,671.543   MT  0.99986326   +0 04 26.5
 AY0887;SPC TXSC     -13,673,298.80  2,016,634.89   sFT  0.99986326   +0 04 26.5
 AY0887;UTM  14      - 3,246,306.879   514,667.693   MT  0.99960265   +0 04 26.6
 AY0887
 AY0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0887!SPC TXSC     -   0.99996734  x   0.99986326  =   0.99983061
 AY0887!UTM  14      -   0.99996734  x   0.99960265  =   0.99957001
 AY0887
 AY0887|---------------------------------------------------------------------|
 AY0887| PID    Reference Object                     Distance      Geod. Az  |
 AY0887|                                                           dddmmss.s |
 AY0887| AY2100 CASTPORT                            342.231 METERS 19533     |
 AY0887|---------------------------------------------------------------------|
 AY0887
 AY0887                          SUPERSEDED SURVEY CONTROL
 AY0887
 AY0887  NAD 83(1993)-  29 20 44.85154(N)    098 50 56.04747(W) AD(       ) 1
 AY0887  ELLIP H (02/20/96)  208.07   (m)                       GP(       ) 1 1
 AY0887  NAVD 88 (02/20/96)  232.38   (m)          762.4    (f) LEVELING    3  
 AY0887  NGVD 29 (??/??/92)  232.250  (m)          761.97   (f) ADJ UNCH    1 2
 AY0887
 AY0887.Superseded values are not recommended for survey control.
 AY0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0887.See file dsdata.txt to determine how the superseded data were derived.
 AY0887
 AY0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1466846307(NAD 83)
 AY0887_MARKER: DB = BENCH MARK DISK
 AY0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0887_STAMPING: P 1094 1957
 AY0887_MARK LOGO: CGS   
 AY0887_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AY0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0887+STABILITY: SURFACE MOTION
 AY0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0887+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1995
 AY0887
 AY0887  HISTORY     - Date     Condition        Report By
 AY0887  HISTORY     - 1957     MONUMENTED       CGS
 AY0887  HISTORY     - 19950425 GOOD             NGS
 AY0887  HISTORY     - 19970210 GOOD             USPSQD
 AY0887  HISTORY     - 20020218 GOOD             USPSQD
 AY0887
 AY0887                          STATION DESCRIPTION
 AY0887
 AY0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0887'4.5 MI NW FROM LACOSTE.
 AY0887'4.3 MILES NORTHWEST ALONG FARM ROAD 471 FROM THE TEXAS AND NEW ORLEANS
 AY0887'RAILROAD STATION AT LACOSTE, THENCE 0.2 MILE SOUTH ALONG THE ACCESS
 AY0887'ROAD LEADING TO THE CASTROVILLE AIRPORT, 0.3 MILE SOUTHEAST OF THE
 AY0887'MAIN ENTRANCE TO THE AIRPORT, 0.15 MILE NORTH OF A WIND T, 43 FEET
 AY0887'EAST OF THE SOUTHEAST CORNER OF A SMALL FIRST AID BUILDING, 3 FEET
 AY0887'SOUTHEAST OF A FENCE CORNER, 2.3 FEET SOUTH OF A FENCE LEADING EAST,
 AY0887'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AY0887'GROUND.
 AY0887
 AY0887                          STATION RECOVERY (1995)
 AY0887
 AY0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AY0887'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHEAST OF CASTROVILLE,
 AY0887'ON THE CASTROVILLE MUNICIIPAL AIRPORT, NEAR THE SOUTHEAST CORNER OF A
 AY0887'BASEBALL FIELD, AT THE BOUNDRY FENCE CORNER NORTH OF THE AIRPORT
 AY0887'OFFICE.  OWNERSHIP--CITY OF CASTROVILLE, 1209 FIORELLA STREET
 AY0887'CASTROVILLE, TX 78009, LOUIS P MC CASLAND,AIRPORT OPERATOR, PHONE 210
 AY0887'931 3313.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 90
 AY0887'AND FARM ROAD 471 AT THE EAST SIDE OF THE MEDINA RIVER BRIDGE NEAR THE
 AY0887'EAST EDGE OF CASTROVILLE, GO EAST, 1.58 KM (1.00 MI) ON U.S. HIGHWAY
 AY0887'90 AND FARM ROAD 471 TO THE JUNCTION OF FARM ROAD 471 ON THE RIGHT, GO
 AY0887'SOUTHEAST 0..42 KM (0.00 MI) ON 471 TO THE AIRPORT ROAD ON THE RIGHT,
 AY0887'SOUTH, GO 0.86 KM (0.55 MI) TO A TRACK ROAD ON THE RIGHT, EAST, GO 0.1
 AY0887'KM (0.05 MI) ALONG THE SOUTH EDGE OF THE BALL FIELD TO A BOUNDRY FENCE
 AY0887'CORNER AND THE STATION ON THE LEFT.  THE STATION IS 4.7 M (15.4 FT)
 AY0887'WEST OF A UTILITY POLE WITH A TRANSFORMER AND A GUY CABLE, 3.0 M (9.8
 AY0887'FT) NORTH OF THE CENTER OF THE TRACK ROAD, 0.8 M (2.6 FT) SOUTHEAST OF
 AY0887'THE FENCE CORNER, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND THE
 AY0887'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  BY DEB
 AY0887
 AY0887                          STATION RECOVERY (1997)
 AY0887
 AY0887'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0887'RECOVERED IN GOOD CONDITION.
 AY0887
 AY0887                          STATION RECOVERY (2002)
 AY0887
 AY0887'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0132 ***********************************************************************
 BB0132  DESIGNATION -  P 1095
 BB0132  PID         -  BB0132
 BB0132  STATE/COUNTY-  TX/PRESIDIO
 BB0132  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0132
 BB0132                         *CURRENT SURVEY CONTROL
 BB0132  ___________________________________________________________________
 BB0132* NAD 83(1986)-  29 37 28.     (N)    104 28 31.     (W)     SCALED    
 BB0132* NAVD 88     -       789.728  (meters)    2590.97   (feet)  ADJUSTED  
 BB0132  ___________________________________________________________________
 BB0132  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 BB0132  DYNAMIC HT  -         788.447 (meters)    2586.76  (feet)  COMP
 BB0132  MODELED GRAV-     978,995.9   (mgal)                       NAVD 88
 BB0132
 BB0132  VERT ORDER  -  SECOND    CLASS 0
 BB0132
 BB0132.The horizontal coordinates were scaled from a topographic map and have
 BB0132.an estimated accuracy of +/- 6 seconds.
 BB0132
 BB0132.The orthometric height was determined by differential leveling
 BB0132.and adjusted by the National Geodetic Survey in June 1991..
 BB0132
 BB0132.The geoid height was determined by GEOID03.
 BB0132
 BB0132.The dynamic height is computed by dividing the NAVD 88
 BB0132.geopotential number by the normal gravity value computed on the
 BB0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0132.degrees latitude (g = 980.6199 gals.).
 BB0132
 BB0132.The modeled gravity was interpolated from observed gravity values.
 BB0132
 BB0132;                    North         East    Units  Estimated Accuracy
 BB0132;SPC TXSC     - 4,210,910.       69,990.      MT  (+/- 180 meters Scaled)
 BB0132
 BB0132                          SUPERSEDED SURVEY CONTROL
 BB0132
 BB0132  NGVD 29 (??/??/92)  789.308  (m)         2589.59   (f) ADJ UNCH    2 0
 BB0132
 BB0132.Superseded values are not recommended for survey control.
 BB0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0132.See file dsdata.txt to determine how the superseded data were derived.
 BB0132
 BB0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN507772(NAD 83)
 BB0132_MARKER: DB = BENCH MARK DISK
 BB0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0132_SP_SET: MONUMENT
 BB0132_STAMPING: P 1095 1973
 BB0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0132
 BB0132  HISTORY     - Date     Condition        Report By
 BB0132  HISTORY     - 1973     MONUMENTED       NGS
 BB0132
 BB0132                          STATION DESCRIPTION
 BB0132
 BB0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0132'7.4 MI WNW FROM PRESIDIO.
 BB0132'TO REACH FROM THE POST OFFICE IN PRESIDIO GO WESTERLY ON FARM ROAD 170
 BB0132'FOR 7.8 MILES TO A GRAVEL SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 BB0132'SOUTHERLY FOR 0.1 MILE TO A METAL GATE, PASS THROUGH GATE AND GO
 BB0132'SOUTHERLY FOR 0.4 MILE TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST
 BB0132'FOR 0.15 MILE TO A GAUGING STATION ON THE RIO GRANDE RIVER, 35 FEET
 BB0132'EAST OF THE GAUGE, 4 FEET NORTH OF A GATE POST, 1 FOOT WEST OF A
 BB0132'FENCE, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT
 BB0132'IS PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0559 ***********************************************************************
 BP0559  DESIGNATION -  P 1096
 BP0559  PID         -  BP0559
 BP0559  STATE/COUNTY-  TX/JEFF DAVIS
 BP0559  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0559
 BP0559                         *CURRENT SURVEY CONTROL
 BP0559  ___________________________________________________________________
 BP0559* NAD 83(1986)-  30 31 38.     (N)    103 49 47.     (W)     SCALED    
 BP0559* NAVD 88     -      1442.335  (meters)    4732.06   (feet)  ADJUSTED  
 BP0559  ___________________________________________________________________
 BP0559  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 BP0559  DYNAMIC HT  -        1439.991 (meters)    4724.37  (feet)  COMP
 BP0559  MODELED GRAV-     978,965.5   (mgal)                       NAVD 88
 BP0559  OBS GRAVITY -     978,967.6   (mgal)                       GRAV_OBS
 BP0559
 BP0559  VERT ORDER  -  FIRST     CLASS I
 BP0559
 BP0559.The horizontal coordinates were scaled from a topographic map and have
 BP0559.an estimated accuracy of +/- 6 seconds.
 BP0559
 BP0559.The orthometric height was determined by differential leveling
 BP0559.and adjusted by the National Geodetic Survey in June 1991..
 BP0559
 BP0559.The geoid height was determined by GEOID03.
 BP0559
 BP0559.The dynamic height is computed by dividing the NAVD 88
 BP0559.geopotential number by the normal gravity value computed on the
 BP0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0559.degrees latitude (g = 980.6199 gals.).
 BP0559
 BP0559.The modeled gravity was interpolated from observed gravity values.
 BP0559.The observed gravity was obtained from relative gravimeter ties
 BP0559.to the IGSN71 gravity network.
 BP0559
 BP0559;                    North         East    Units  Estimated Accuracy
 BP0559;SPC TX C     - 3,100,670.      364,530.      MT  (+/- 180 meters Scaled)
 BP0559
 BP0559                          SUPERSEDED SURVEY CONTROL
 BP0559
 BP0559  NGVD 29 (??/??/92) 1441.826  (m)         4730.39   (f) ADJ UNCH    1 1
 BP0559
 BP0559.Superseded values are not recommended for survey control.
 BP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0559.See file dsdata.txt to determine how the superseded data were derived.
 BP0559
 BP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP122777(NAD 83)
 BP0559_MARKER: DB = BENCH MARK DISK
 BP0559_SETTING: 66 = SET IN ROCK OUTCROP
 BP0559_SP_SET: ROCK OUTCROP
 BP0559_STAMPING: P 1096 1977
 BP0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0559+STABILITY: POSITION/ELEVATION WELL
 BP0559
 BP0559  HISTORY     - Date     Condition        Report By
 BP0559  HISTORY     - 1977     MONUMENTED       NGS
 BP0559  HISTORY     - 1988     GOOD             USPSQD
 BP0559  HISTORY     - 1989     GOOD             USPSQD
 BP0559  HISTORY     - 19961007 GOOD             USPSQD
 BP0559  HISTORY     - 20030322 GOOD             USPSQD
 BP0559
 BP0559                          STATION DESCRIPTION
 BP0559
 BP0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0559'6.3 MI SE FROM FORT DAVIS.
 BP0559'ABOUT 6.3 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0559'COURTHOUSE AT FORT DAVIS, 0.1 MILES WEST OF A ROADSIDE PARK, AT A
 BP0559'HISTORICAL MONUMENT,IN THE TOP OF A LOW LEDGE AND AT THE FOOT OF A
 BP0559'V SHAPED LARGE OUTCROP WHICH IS A WATER FALL DURING THE RAINY SEASON,
 BP0559'239 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 103.5 FT. SOUTH
 BP0559'OF A FENCE CORNER IN THE SOUTH RIGHT-OF-WAY FENCE.
 BP0559
 BP0559                          STATION RECOVERY (1988)
 BP0559
 BP0559'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0559'RECOVERED IN GOOD CONDITION.
 BP0559
 BP0559                          STATION RECOVERY (1989)
 BP0559
 BP0559'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0559'RECOVERED IN GOOD CONDITION.
 BP0559
 BP0559                          STATION RECOVERY (1996)
 BP0559
 BP0559'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0559'RECOVERED IN GOOD CONDITION.
 BP0559
 BP0559                          STATION RECOVERY (2003)
 BP0559
 BP0559'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0575 ***********************************************************************
 BP0575  DESIGNATION -  P 1097
 BP0575  PID         -  BP0575
 BP0575  STATE/COUNTY-  TX/JEFF DAVIS
 BP0575  USGS QUAD   -  FORT DAVIS (1972)
 BP0575
 BP0575                         *CURRENT SURVEY CONTROL
 BP0575  ___________________________________________________________________
 BP0575* NAD 83(1986)-  30 37 19.     (N)    103 56 52.     (W)     SCALED    
 BP0575* NAVD 88     -      1575.456  (meters)    5168.81   (feet)  ADJUSTED  
 BP0575  ___________________________________________________________________
 BP0575  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0575  DYNAMIC HT  -        1572.855 (meters)    5160.28  (feet)  COMP
 BP0575  MODELED GRAV-     978,934.6   (mgal)                       NAVD 88
 BP0575  OBS GRAVITY -     978,931.4   (mgal)                       GRAV_OBS
 BP0575
 BP0575  VERT ORDER  -  FIRST     CLASS I
 BP0575
 BP0575.The horizontal coordinates were scaled from a topographic map and have
 BP0575.an estimated accuracy of +/- 6 seconds.
 BP0575
 BP0575.The orthometric height was determined by differential leveling
 BP0575.and adjusted by the National Geodetic Survey in June 1991..
 BP0575
 BP0575.The geoid height was determined by GEOID03.
 BP0575
 BP0575.The dynamic height is computed by dividing the NAVD 88
 BP0575.geopotential number by the normal gravity value computed on the
 BP0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0575.degrees latitude (g = 980.6199 gals.).
 BP0575
 BP0575.The modeled gravity was interpolated from observed gravity values.
 BP0575.The observed gravity was obtained from relative gravimeter ties
 BP0575.to the IGSN71 gravity network.
 BP0575
 BP0575;                    North         East    Units  Estimated Accuracy
 BP0575;SPC TX C     - 3,111,530.      353,550.      MT  (+/- 180 meters Scaled)
 BP0575
 BP0575                          SUPERSEDED SURVEY CONTROL
 BP0575
 BP0575  NGVD 29 (??/??/92) 1574.879  (m)         5166.92   (f) ADJ UNCH    1 1
 BP0575
 BP0575.Superseded values are not recommended for survey control.
 BP0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0575.See file dsdata.txt to determine how the superseded data were derived.
 BP0575
 BP0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP008881(NAD 83)
 BP0575_MARKER: DB = BENCH MARK DISK
 BP0575_SETTING: 66 = SET IN ROCK OUTCROP
 BP0575_SP_SET: ROCK OUTCROP
 BP0575_STAMPING: P 1097 1977
 BP0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0575+STABILITY: POSITION/ELEVATION WELL
 BP0575
 BP0575  HISTORY     - Date     Condition        Report By
 BP0575  HISTORY     - 1977     MONUMENTED       NGS
 BP0575  HISTORY     - 1988     GOOD             USPSQD
 BP0575  HISTORY     - 19961007 GOOD             USPSQD
 BP0575  HISTORY     - 20030322 GOOD             USPSQD
 BP0575
 BP0575                          STATION DESCRIPTION
 BP0575
 BP0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0575'6.55 MI NW FROM FORT DAVIS.
 BP0575'ABOUT 5.60 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0575'COURTHOUSE AT FORT DAVIS, THENCE 1.20 MILES NORTHEAST ALONG A
 BP0575'GRAVELED ROAD LEADING TO THE HARVARD UNIVERSITY ASTRONOMY STATION,
 BP0575'ON THE EAST FACE OF A HILL ON THE WEST-SOUTHWEST SIDE OF THE ROAD,
 BP0575'75 FT. SOUTHWEST OF THE CENTER LINE OF THE ROAD.
 BP0575
 BP0575                          STATION RECOVERY (1988)
 BP0575
 BP0575'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0575'RECOVERED IN GOOD CONDITION.
 BP0575
 BP0575                          STATION RECOVERY (1996)
 BP0575
 BP0575'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0575'RECOVERED IN GOOD CONDITION.
 BP0575
 BP0575                          STATION RECOVERY (2003)
 BP0575
 BP0575'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0325 ***********************************************************************
 BQ0325  DESIGNATION -  P 1098
 BQ0325  PID         -  BQ0325
 BQ0325  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0325  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0325
 BQ0325                         *CURRENT SURVEY CONTROL
 BQ0325  ___________________________________________________________________
 BQ0325* NAD 83(1986)-  30 40 35.     (N)    104 01 04.     (W)     SCALED    
 BQ0325* NAVD 88     -      1969.243  (meters)    6460.76   (feet)  ADJUSTED  
 BQ0325  ___________________________________________________________________
 BQ0325  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0325  DYNAMIC HT  -        1965.872 (meters)    6449.70  (feet)  COMP
 BQ0325  MODELED GRAV-     978,857.7   (mgal)                       NAVD 88
 BQ0325  OBS GRAVITY -     978,844.7   (mgal)                       GRAV_OBS
 BQ0325
 BQ0325  VERT ORDER  -  FIRST     CLASS I
 BQ0325
 BQ0325.The horizontal coordinates were scaled from a topographic map and have
 BQ0325.an estimated accuracy of +/- 6 seconds.
 BQ0325
 BQ0325.The orthometric height was determined by differential leveling
 BQ0325.and adjusted by the National Geodetic Survey in June 1991..
 BQ0325
 BQ0325.The geoid height was determined by GEOID03.
 BQ0325
 BQ0325.The dynamic height is computed by dividing the NAVD 88
 BQ0325.geopotential number by the normal gravity value computed on the
 BQ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0325.degrees latitude (g = 980.6199 gals.).
 BQ0325
 BQ0325.The modeled gravity was interpolated from observed gravity values.
 BQ0325.The observed gravity was obtained from relative gravimeter ties
 BQ0325.to the IGSN71 gravity network.
 BQ0325
 BQ0325;                    North         East    Units  Estimated Accuracy
 BQ0325;SPC TX C     - 3,117,780.      347,040.      MT  (+/- 180 meters Scaled)
 BQ0325
 BQ0325                          SUPERSEDED SURVEY CONTROL
 BQ0325
 BQ0325  NGVD 29 (??/??/92) 1968.563  (m)         6458.53   (f) ADJ UNCH    1 1
 BQ0325
 BQ0325.Superseded values are not recommended for survey control.
 BQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0325.See file dsdata.txt to determine how the superseded data were derived.
 BQ0325
 BQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP940941(NAD 83)
 BQ0325_MARKER: DB = BENCH MARK DISK
 BQ0325_SETTING: 80 = SET IN A BOULDER
 BQ0325_SP_SET: BOULDER
 BQ0325_STAMPING: P 1098 1977
 BQ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0325+STABILITY: SURFACE MOTION
 BQ0325
 BQ0325  HISTORY     - Date     Condition        Report By
 BQ0325  HISTORY     - 1977     MONUMENTED       NGS
 BQ0325  HISTORY     - 1988     GOOD             USPSQD
 BQ0325  HISTORY     - 1989     GOOD             USPSQD
 BQ0325  HISTORY     - 19961007 GOOD             USPSQD
 BQ0325  HISTORY     - 20030322 GOOD             USPSQD
 BQ0325
 BQ0325                          STATION DESCRIPTION
 BQ0325
 BQ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0325'16.20 MI NW FROM FORT DAVIS.
 BQ0325'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE
 BQ0325'COUNTY COURTHOUSE AT FORT DAVIS, THENCE 1.10 MILES SOUTHEAST
 BQ0325'ALONG SPUR 78 FROM ITS JUNCTION WITH 118, AT THE JUNCTION OF 78
 BQ0325'AND A ROAD LEADING NORTHEAST TO THE VALIDATION SITE, 39 FT. SOUTHEAST
 BQ0325'OF THE CENTER LINE OF THE HIGHWAY, 36 FT. SOUTH OF THE INTERSECTION
 BQ0325'OF THE 2 ROADS.
 BQ0325
 BQ0325                          STATION RECOVERY (1988)
 BQ0325
 BQ0325'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0325'RECOVERED IN GOOD CONDITION.
 BQ0325
 BQ0325                          STATION RECOVERY (1989)
 BQ0325
 BQ0325'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0325'RECOVERED IN GOOD CONDITION.
 BQ0325
 BQ0325                          STATION RECOVERY (1996)
 BQ0325
 BQ0325'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0325'RECOVERED IN GOOD CONDITION.
 BQ0325
 BQ0325                          STATION RECOVERY (2003)
 BQ0325
 BQ0325'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0127 ***********************************************************************
 AZ0127  DESIGNATION -  P 1099
 AZ0127  PID         -  AZ0127
 AZ0127  STATE/COUNTY-  TX/VAL VERDE
 AZ0127  USGS QUAD   -  DEL RIO SE (1972)
 AZ0127
 AZ0127                         *CURRENT SURVEY CONTROL
 AZ0127  ___________________________________________________________________
 AZ0127* NAD 83(1986)-  29 22 24.     (N)    100 49 10.     (W)     SCALED    
 AZ0127* NAVD 88     -       332.690  (meters)    1091.50   (feet)  POSTED    
 AZ0127  ___________________________________________________________________
 AZ0127  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0127  DYNAMIC HT  -         332.200 (meters)    1089.89  (feet)  COMP
 AZ0127  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 AZ0127
 AZ0127  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AZ0127
 AZ0127.The horizontal coordinates were scaled from a topographic map and have
 AZ0127.an estimated accuracy of +/- 6 seconds.
 AZ0127
 AZ0127.The orthometric height was determined by differential leveling
 AZ0127.and adjusted by the National Geodetic Survey in 1992..
 AZ0127.No vertical observational check was made to the station.
 AZ0127.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AZ0127.was located on a no-check spur therefore a value was not computed.
 AZ0127
 AZ0127.The geoid height was determined by GEOID03.
 AZ0127
 AZ0127.The dynamic height is computed by dividing the NAVD 88
 AZ0127.geopotential number by the normal gravity value computed on the
 AZ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0127.degrees latitude (g = 980.6199 gals.).
 AZ0127
 AZ0127.The modeled gravity was interpolated from observed gravity values.
 AZ0127
 AZ0127;                    North         East    Units  Estimated Accuracy
 AZ0127;SPC TXSC     - 4,172,050.      423,390.      MT  (+/- 180 meters Scaled)
 AZ0127
 AZ0127                          SUPERSEDED SURVEY CONTROL
 AZ0127
 AZ0127  NGVD 29 (??/??/92)  332.627  (m)         1091.29   (f) ADJ UNCH    1 2
 AZ0127
 AZ0127.Superseded values are not recommended for survey control.
 AZ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0127.See file dsdata.txt to determine how the superseded data were derived.
 AZ0127
 AZ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT234507(NAD 83)
 AZ0127_MARKER: DB = BENCH MARK DISK
 AZ0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0127_SP_SET: BUILDING
 AZ0127_STAMPING: P 1099 1957
 AZ0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0127
 AZ0127  HISTORY     - Date     Condition        Report By
 AZ0127  HISTORY     - 1957     MONUMENTED       CGS
 AZ0127  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0127
 AZ0127                          STATION DESCRIPTION
 AZ0127
 AZ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0127'5.55 MI E FROM DEL RIO.
 AZ0127'ABOUT 4.75 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0127'THE STATION AT DEL RIO, THENCE 0.05 MILE NORTH ALONG A DIRT ROAD,
 AZ0127'THENCE 0.4 MILE EAST ALONG U.S. HIGHWAY 90, THENCE 0.35 MILE NORTHEAST
 AZ0127'ALONG RANCH ROAD 830, AT THE VAL VERDE COUNTY AIRPORT OFFICE BUILDING,
 AZ0127'125 FEET NORTH OF THE NORTH WALL OF THE BUILDING AND IN THE CENTER OF
 AZ0127'A LARGE ROUND CONCRETE SLAB AND ABOUT LEVEL WITH THE GROUND.
 AZ0127
 AZ0127                          STATION RECOVERY (1972)
 AZ0127
 AZ0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0205 ***********************************************************************
 CB0205  DESIGNATION -  P 110 RESET 1968
 CB0205  PID         -  CB0205
 CB0205  STATE/COUNTY-  TX/TOM GREEN
 CB0205  USGS QUAD   -  MOUNT NEBO (1978)
 CB0205
 CB0205                         *CURRENT SURVEY CONTROL
 CB0205  ___________________________________________________________________
 CB0205* NAD 83(1986)-  31 34 29.     (N)    100 35 09.     (W)     SCALED    
 CB0205* NAVD 88     -       597.83   (meters)    1961.4    (feet)  RESET     
 CB0205  ___________________________________________________________________
 CB0205  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0205
 CB0205  VERT ORDER  -  THIRD
 CB0205
 CB0205.The horizontal coordinates were scaled from a topographic map and have
 CB0205.an estimated accuracy of +/- 6 seconds.
 CB0205
 CB0205.The orthometric height was computed from unverified reset data.
 CB0205
 CB0205.The geoid height was determined by GEOID03.
 CB0205
 CB0205;                    North         East    Units  Estimated Accuracy
 CB0205;SPC TX C     - 3,211,550.      676,030.      MT  (+/- 180 meters Scaled)
 CB0205
 CB0205                          SUPERSEDED SURVEY CONTROL
 CB0205
 CB0205.No superseded survey control is available for this station.
 CB0205
 CB0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV495943(NAD 83)
 CB0205_MARKER: DB = BENCH MARK DISK
 CB0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0205_SP_SET: WATER DROP-INLET
 CB0205_STAMPING: P 110 1933 RESET 1968
 CB0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0205
 CB0205  HISTORY     - Date     Condition        Report By
 CB0205  HISTORY     - 1968     MONUMENTED       CGS
 CB0205
 CB0205                          STATION DESCRIPTION
 CB0205
 CB0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CB0205'4.25 MI SE FROM CARLSBAD.
 CB0205'FROM THE POST OFFICE IN CARLSBAD GO SOUTHWEST ON PAVED ROAD FOR 0.3
 CB0205'MILE TO U.S. HIGHWAY 87, THENCE SOUTHEAST ON U.S. HIGHWAY 87 FOR 4.25
 CB0205'MILES TO A BRIDGE OVER GRAPE CREEK, SET IN THE TOP OF THE NORTHWEST
 CB0205'CORNER OF A WATER DROP-INLET, 29.8 FEET WEST OF THE WEST END OF THE
 CB0205'NORTHERNMOST PILING OF THE EAST BRIDGE, 33.6 FEET SOUTHWEST OF THE
 CB0205'WEST END OF NORTH BRIDGE ABUTMENT, 13.3 FEET NORTHWEST OF THE NORTH
 CB0205'END OF CONCRETE SPILLWAY, ABOUT 100 FEET NORTH OF THE CENTER OF GRAPE
 CB0205'CREEK AND ABOUT 8 FEET LOWER THAN THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1230 ***********************************************************************
 AY1230  DESIGNATION -  P 1100
 AY1230  PID         -  AY1230
 AY1230  STATE/COUNTY-  TX/MEDINA
 AY1230  USGS QUAD   -  SABINAL NE (1969)
 AY1230
 AY1230                         *CURRENT SURVEY CONTROL
 AY1230  ___________________________________________________________________
 AY1230* NAD 83(1986)-  29 22 39.     (N)    099 20 21.     (W)     SCALED    
 AY1230* NAVD 88     -       331.727  (meters)    1088.34   (feet)  POSTED    
 AY1230  ___________________________________________________________________
 AY1230  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AY1230  DYNAMIC HT  -         331.240 (meters)    1086.74  (feet)  COMP
 AY1230  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 AY1230
 AY1230  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1230
 AY1230.The horizontal coordinates were scaled from a topographic map and have
 AY1230.an estimated accuracy of +/- 6 seconds.
 AY1230
 AY1230.The orthometric height was determined by differential leveling
 AY1230.and adjusted by the National Geodetic Survey in 1992..
 AY1230.No vertical observational check was made to the station.
 AY1230.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1230.was located on a no-check spur therefore a value was not computed.
 AY1230
 AY1230.The geoid height was determined by GEOID03.
 AY1230
 AY1230.The dynamic height is computed by dividing the NAVD 88
 AY1230.geopotential number by the normal gravity value computed on the
 AY1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1230.degrees latitude (g = 980.6199 gals.).
 AY1230
 AY1230.The modeled gravity was interpolated from observed gravity values.
 AY1230
 AY1230;                    North         East    Units  Estimated Accuracy
 AY1230;SPC TXSC     - 4,171,180.      567,080.      MT  (+/- 180 meters Scaled)
 AY1230
 AY1230                          SUPERSEDED SURVEY CONTROL
 AY1230
 AY1230  NGVD 29 (??/??/92)  331.598  (m)         1087.92   (f) ADJ UNCH    1 2
 AY1230
 AY1230.Superseded values are not recommended for survey control.
 AY1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1230.See file dsdata.txt to determine how the superseded data were derived.
 AY1230
 AY1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT670498(NAD 83)
 AY1230_MARKER: DB = BENCH MARK DISK
 AY1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1230_STAMPING: P 1100 1957
 AY1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1230+STABILITY: SURFACE MOTION
 AY1230
 AY1230  HISTORY     - Date     Condition        Report By
 AY1230  HISTORY     - 1957     MONUMENTED       CGS
 AY1230  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY1230
 AY1230                          STATION DESCRIPTION
 AY1230
 AY1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1230'9.95 MI NE FROM SABINAL.
 AY1230'ABOUT 7.6 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 AY1230'STATION AT SABINAL, THENCE 1.75 MILES NORTH ALONG A ROAD LEADING TO
 AY1230'THE WEST ENTRANCE OF GLASS COCK AUXILIARY AIRFIELD, THENCE 0.6 MILE
 AY1230'SOUTHEAST ALONG AN ASPHALT ROAD, 76 FEET NORTH OF THE NORTH CORNER OF
 AY1230'A SMALL BUILDING WHICH IS THE ONLY BUILDING ON THE FIELD, 78 FEET
 AY1230'NORTHWEST OF A POWER POLE, 2 FEET SOUTHWEST OF A FENCE, 1 1/2 FEET
 AY1230'SOUTHEAST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE
 AY1230'POST WHICH PROJECTS 6 INCHES.
 AY1230
 AY1230                          STATION RECOVERY (1988)
 AY1230
 AY1230'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0485 ***********************************************************************
 CC0485  DESIGNATION -  P 1101
 CC0485  PID         -  CC0485
 CC0485  STATE/COUNTY-  TX/REEVES
 CC0485  USGS QUAD   -  ORLA SE (1961)
 CC0485
 CC0485                         *CURRENT SURVEY CONTROL
 CC0485  ___________________________________________________________________
 CC0485* NAD 83(1986)-  31 47 46.     (N)    103 48 44.     (W)     SCALED    
 CC0485* NAVD 88     -       834.185  (meters)    2736.82   (feet)  ADJUSTED  
 CC0485  ___________________________________________________________________
 CC0485  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CC0485  DYNAMIC HT  -         832.946 (meters)    2732.76  (feet)  COMP
 CC0485  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 CC0485
 CC0485  VERT ORDER  -  FIRST     CLASS II
 CC0485
 CC0485.The horizontal coordinates were scaled from a topographic map and have
 CC0485.an estimated accuracy of +/- 6 seconds.
 CC0485
 CC0485.The orthometric height was determined by differential leveling
 CC0485.and adjusted by the National Geodetic Survey in June 1991..
 CC0485
 CC0485.The geoid height was determined by GEOID03.
 CC0485
 CC0485.The dynamic height is computed by dividing the NAVD 88
 CC0485.geopotential number by the normal gravity value computed on the
 CC0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0485.degrees latitude (g = 980.6199 gals.).
 CC0485
 CC0485.The modeled gravity was interpolated from observed gravity values.
 CC0485
 CC0485;                    North         East    Units  Estimated Accuracy
 CC0485;SPC TX C     - 3,241,220.      370,610.      MT  (+/- 180 meters Scaled)
 CC0485
 CC0485                          SUPERSEDED SURVEY CONTROL
 CC0485
 CC0485  NGVD 29 (??/??/92)  833.736  (m)         2735.35   (f) ADJ UNCH    1 2
 CC0485
 CC0485.Superseded values are not recommended for survey control.
 CC0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0485.See file dsdata.txt to determine how the superseded data were derived.
 CC0485
 CC0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR124184(NAD 83)
 CC0485_MARKER: DB = BENCH MARK DISK
 CC0485_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0485_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0485_STAMPING: P 1101 1957
 CC0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0485
 CC0485  HISTORY     - Date     Condition        Report By
 CC0485  HISTORY     - 1957     MONUMENTED       CGS
 CC0485  HISTORY     - 1960     MARK NOT FOUND   USGS
 CC0485
 CC0485                          STATION DESCRIPTION
 CC0485
 CC0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0485'6.2 MI SE FROM ORLA.
 CC0485'ABOUT 6.2 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0485'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 15 1/2 FEET NORTHWEST
 CC0485'OF MILEPOST 237, 37 1/2 FEET WEST OF THE WEST RAIL, 6 1/2 FEET EAST OF
 CC0485'THE WEST RIGHT OF WAY FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 CC0485'POST, ABOUT LEVEL WITH THE TRACK, AND BRAZED ON THE TOP OF A 3-INCH
 CC0485'IRON PIPE WHICH PROJECTS 1 FOOT.
 CC0485
 CC0485                          STATION RECOVERY (1960)
 CC0485
 CC0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CC0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0298 ***********************************************************************
 BP0298  DESIGNATION -  P 1102
 BP0298  PID         -  BP0298
 BP0298  STATE/COUNTY-  TX/BREWSTER
 BP0298  USGS QUAD   -  MARATHON (1983)
 BP0298
 BP0298                         *CURRENT SURVEY CONTROL
 BP0298  ___________________________________________________________________
 BP0298* NAD 83(1986)-  30 12 19.     (N)    103 08 45.     (W)     SCALED    
 BP0298* NAVD 88     -      1254.977  (meters)    4117.37   (feet)  ADJUSTED  
 BP0298  ___________________________________________________________________
 BP0298  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BP0298  DYNAMIC HT  -        1252.928 (meters)    4110.65  (feet)  COMP
 BP0298  MODELED GRAV-     978,965.0   (mgal)                       NAVD 88
 BP0298
 BP0298  VERT ORDER  -  FIRST     CLASS II
 BP0298
 BP0298.The horizontal coordinates were scaled from a topographic map and have
 BP0298.an estimated accuracy of +/- 6 seconds.
 BP0298
 BP0298.The orthometric height was determined by differential leveling
 BP0298.and adjusted by the National Geodetic Survey in June 1991..
 BP0298
 BP0298.The geoid height was determined by GEOID03.
 BP0298
 BP0298.The dynamic height is computed by dividing the NAVD 88
 BP0298.geopotential number by the normal gravity value computed on the
 BP0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0298.degrees latitude (g = 980.6199 gals.).
 BP0298
 BP0298.The modeled gravity was interpolated from observed gravity values.
 BP0298
 BP0298;                    North         East    Units  Estimated Accuracy
 BP0298;SPC TXSC     - 4,269,960.      200,900.      MT  (+/- 180 meters Scaled)
 BP0298
 BP0298                          SUPERSEDED SURVEY CONTROL
 BP0298
 BP0298  NGVD 29 (??/??/92) 1254.578  (m)         4116.06   (f) ADJ UNCH    1 2
 BP0298
 BP0298.Superseded values are not recommended for survey control.
 BP0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0298.See file dsdata.txt to determine how the superseded data were derived.
 BP0298
 BP0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP784429(NAD 83)
 BP0298_MARKER: DB = BENCH MARK DISK
 BP0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0298_STAMPING: P 1102 1957
 BP0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0298+STABILITY: SURFACE MOTION
 BP0298
 BP0298  HISTORY     - Date     Condition        Report By
 BP0298  HISTORY     - 1957     MONUMENTED       CGS
 BP0298  HISTORY     - 20010331 GOOD             NGS
 BP0298
 BP0298                          STATION DESCRIPTION
 BP0298
 BP0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0298'6.0 MI E FROM MARATHON.
 BP0298'ABOUT 6.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0298'STATION AT MARATHON, 21 1/2 FEET SOUTHWEST OF MILEPOST 570, 51 1/2
 BP0298'FEET SOUTH OF THE SOUTH RAIL, 3 FEET SOUTH OF THE SOUTH RIGHT OF WAY
 BP0298'FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 BP0298'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 BP0298'FOOT.
 BP0298
 BP0298                          STATION RECOVERY (2001)
 BP0298
 BP0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0298'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0367 ***********************************************************************
 BP0367  DESIGNATION -  P 1103
 BP0367  PID         -  BP0367
 BP0367  STATE/COUNTY-  TX/BREWSTER
 BP0367  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0367
 BP0367                         *CURRENT SURVEY CONTROL
 BP0367  ___________________________________________________________________
 BP0367* NAD 83(1986)-  30 22 44.     (N)    103 35 59.     (W)     SCALED    
 BP0367* NAVD 88     -      1370.932  (meters)    4497.80   (feet)  ADJUSTED  
 BP0367  ___________________________________________________________________
 BP0367  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 BP0367  DYNAMIC HT  -        1368.705 (meters)    4490.49  (feet)  COMP
 BP0367  MODELED GRAV-     978,969.2   (mgal)                       NAVD 88
 BP0367
 BP0367  VERT ORDER  -  FIRST     CLASS II
 BP0367
 BP0367.The horizontal coordinates were scaled from a topographic map and have
 BP0367.an estimated accuracy of +/- 6 seconds.
 BP0367
 BP0367.The orthometric height was determined by differential leveling
 BP0367.and adjusted by the National Geodetic Survey in June 1991..
 BP0367
 BP0367.The geoid height was determined by GEOID03.
 BP0367
 BP0367.The dynamic height is computed by dividing the NAVD 88
 BP0367.geopotential number by the normal gravity value computed on the
 BP0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0367.degrees latitude (g = 980.6199 gals.).
 BP0367
 BP0367.The modeled gravity was interpolated from observed gravity values.
 BP0367
 BP0367;                    North         East    Units  Estimated Accuracy
 BP0367;SPC TXSC     - 4,290,820.      157,990.      MT  (+/- 180 meters Scaled)
 BP0367
 BP0367                          SUPERSEDED SURVEY CONTROL
 BP0367
 BP0367  NGVD 29 (??/??/92) 1370.471  (m)         4496.29   (f) ADJ UNCH    1 2
 BP0367
 BP0367.Superseded values are not recommended for survey control.
 BP0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0367.See file dsdata.txt to determine how the superseded data were derived.
 BP0367
 BP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP345616(NAD 83)
 BP0367_MARKER: DB = BENCH MARK DISK
 BP0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0367_SP_SET: CONCRETE BASE
 BP0367_STAMPING: P 1103 1957
 BP0367_MARK LOGO: CGS   
 BP0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0367
 BP0367  HISTORY     - Date     Condition        Report By
 BP0367  HISTORY     - 1957     MONUMENTED       CGS
 BP0367  HISTORY     - 1981     GOOD             NGS
 BP0367
 BP0367                          STATION DESCRIPTION
 BP0367
 BP0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0367'4.2 MI NE FROM ALPINE.
 BP0367'ABOUT 4.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0367'FROM THE STATION AT ALPINE, 79 FEET WEST OF MILEPOST 603, IN THE TOP
 BP0367'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE BASE OF TRESTLE NUMBER
 BP0367'603.01, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 3 FEET BELOW
 BP0367'THE LEVEL OF THE TRACK.
 BP0367
 BP0367                          STATION RECOVERY (1981)
 BP0367
 BP0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0367'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0367'THE RAILROAD STATION IN ALPINE, THENCE 1.4 KM (0.85 MI) EASTERLY ALONG
 BP0367'U.S. HIGHWAY 90, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 BP0367'ABUTMENT OF RAILROAD TRESTLE NUMBER 603.01, 350.5 METERS (1149.7 FT)
 BP0367'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.1 METERS (79.1 FT) WEST
 BP0367'OF MILEPOST 603 AND 1.5 METERS (4.9 FT) SOUTHEAST OF THE NEAR RAIL.
 BP0367'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0098 ***********************************************************************
 BQ0098  DESIGNATION -  P 1104
 BQ0098  PID         -  BQ0098
 BQ0098  STATE/COUNTY-  TX/PRESIDIO
 BQ0098  USGS QUAD   -  ARAGON (1983)
 BQ0098
 BQ0098                         *CURRENT SURVEY CONTROL
 BQ0098  ___________________________________________________________________
 BQ0098* NAD 83(1986)-  30 22 09.     (N)    104 12 31.     (W)     SCALED    
 BQ0098* NAVD 88     -      1489.791  (meters)    4887.76   (feet)  ADJUSTED  
 BQ0098  ___________________________________________________________________
 BQ0098  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BQ0098  DYNAMIC HT  -        1487.289 (meters)    4879.55  (feet)  COMP
 BQ0098  MODELED GRAV-     978,909.6   (mgal)                       NAVD 88
 BQ0098
 BQ0098  VERT ORDER  -  FIRST     CLASS II
 BQ0098
 BQ0098.The horizontal coordinates were scaled from a topographic map and have
 BQ0098.an estimated accuracy of +/- 6 seconds.
 BQ0098
 BQ0098.The orthometric height was determined by differential leveling
 BQ0098.and adjusted by the National Geodetic Survey in June 1991..
 BQ0098
 BQ0098.The geoid height was determined by GEOID03.
 BQ0098
 BQ0098.The dynamic height is computed by dividing the NAVD 88
 BQ0098.geopotential number by the normal gravity value computed on the
 BQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0098.degrees latitude (g = 980.6199 gals.).
 BQ0098
 BQ0098.The modeled gravity was interpolated from observed gravity values.
 BQ0098
 BQ0098;                    North         East    Units  Estimated Accuracy
 BQ0098;SPC TXSC     - 4,292,200.       99,460.      MT  (+/- 180 meters Scaled)
 BQ0098
 BQ0098                          SUPERSEDED SURVEY CONTROL
 BQ0098
 BQ0098  NGVD 29 (??/??/92) 1489.164  (m)         4885.70   (f) ADJ UNCH    1 2
 BQ0098
 BQ0098.Superseded values are not recommended for survey control.
 BQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0098.See file dsdata.txt to determine how the superseded data were derived.
 BQ0098
 BQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP760599(NAD 83)
 BQ0098_MARKER: DB = BENCH MARK DISK
 BQ0098_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0098_SP_SET: 18 FEET
 BQ0098_STAMPING: P 1104 1957
 BQ0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0098
 BQ0098  HISTORY     - Date     Condition        Report By
 BQ0098  HISTORY     - 1957     MONUMENTED       CGS
 BQ0098  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0098  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0098
 BQ0098                          STATION DESCRIPTION
 BQ0098
 BQ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0098'12.35 MI NW FROM MARFA.
 BQ0098'ABOUT 12.35 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0098'FROM THE STATION AT MARFA, 31 FEET NORTHEAST OF THE 1ST POLE WEST OF
 BQ0098'MILEPOST 645, 34 1/2 FEET SOUTH OF THE SOUTH RAIL, 73 1/2 FEET NORTH
 BQ0098'OF THE CENTER LINE OF U.S. HIGHWAY 90, 2 1/2 FEET NORTH OF A WHITE
 BQ0098'WOODEN WITNESS POST, ABOUT 3 1/2 BELOW THE LEVEL OF THE TRACK, AND ON
 BQ0098'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 BQ0098'18 FEET AND IS ENCASED IN AN 8-INCH TILE WHICH PROJECTS 6 INCHES.
 BQ0098
 BQ0098                          STATION RECOVERY (1981)
 BQ0098
 BQ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0098'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 BQ0098
 BQ0098                          STATION RECOVERY (1996)
 BQ0098
 BQ0098'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0132 ***********************************************************************
 BP0132  DESIGNATION -  P 1105
 BP0132  PID         -  BP0132
 BP0132  STATE/COUNTY-  TX/BREWSTER
 BP0132  USGS QUAD   -  LONGFELLOW (1968)
 BP0132
 BP0132                         *CURRENT SURVEY CONTROL
 BP0132  ___________________________________________________________________
 BP0132* NAD 83(1986)-  30 08 12.     (N)    102 42 25.     (W)     SCALED    
 BP0132* NAVD 88     -      1076.756  (meters)    3532.66   (feet)  ADJUSTED  
 BP0132  ___________________________________________________________________
 BP0132  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BP0132  DYNAMIC HT  -        1075.043 (meters)    3527.04  (feet)  COMP
 BP0132  MODELED GRAV-     979,014.9   (mgal)                       NAVD 88
 BP0132
 BP0132  VERT ORDER  -  FIRST     CLASS II
 BP0132
 BP0132.The horizontal coordinates were scaled from a topographic map and have
 BP0132.an estimated accuracy of +/- 6 seconds.
 BP0132
 BP0132.The orthometric height was determined by differential leveling
 BP0132.and adjusted by the National Geodetic Survey in June 1991..
 BP0132
 BP0132.The geoid height was determined by GEOID03.
 BP0132
 BP0132.The dynamic height is computed by dividing the NAVD 88
 BP0132.geopotential number by the normal gravity value computed on the
 BP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0132.degrees latitude (g = 980.6199 gals.).
 BP0132
 BP0132.The modeled gravity was interpolated from observed gravity values.
 BP0132
 BP0132;                    North         East    Units  Estimated Accuracy
 BP0132;SPC TXSC     - 4,260,940.      242,900.      MT  (+/- 180 meters Scaled)
 BP0132
 BP0132                          SUPERSEDED SURVEY CONTROL
 BP0132
 BP0132  NGVD 29 (??/??/92) 1076.434  (m)         3531.60   (f) ADJ UNCH    1 2
 BP0132
 BP0132.Superseded values are not recommended for survey control.
 BP0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0132.See file dsdata.txt to determine how the superseded data were derived.
 BP0132
 BP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP208361(NAD 83)
 BP0132_MARKER: DB = BENCH MARK DISK
 BP0132_SETTING: 66 = SET IN ROCK OUTCROP
 BP0132_SP_SET: ROCK OUTCROP
 BP0132_STAMPING: P 1105 1957
 BP0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0132+STABILITY: POSITION/ELEVATION WELL
 BP0132
 BP0132  HISTORY     - Date     Condition        Report By
 BP0132  HISTORY     - 1957     MONUMENTED       CGS
 BP0132  HISTORY     - 1981     GOOD             NGS
 BP0132
 BP0132                          STATION DESCRIPTION
 BP0132
 BP0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0132'4.65 MI W FROM LONGFELLOW.
 BP0132'ABOUT 4.65 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0132'THE SECTION FOREMANS HOUSE AT LONGFELLOW, 4 POLES NORTHEAST OF
 BP0132'MILEPOST 537, 37 FEET NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP OF A
 BP0132'LEDGE OF A LIMESTONE ROCK OUTCROP WHICH PROJECTS 1 1/2 FEET ON THE
 BP0132'SOUTHWEST SIDE, 59 FEET NORTH OF THE NORTH CORNER OF TRESTLE NUMBER
 BP0132'536.80, 53 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, AND ABOUT
 BP0132'8 FEET BELOW THE LEVEL OF THE TRACK.
 BP0132
 BP0132                          STATION RECOVERY (1981)
 BP0132
 BP0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0132'29.9 KM (18.6 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0132'THE RAILROAD STATION IN SANDERSON, 0.2 KM (0.15 MI) NORTHEAST OF
 BP0132'MILEPOST 537, IN TOP OF THE SOUTHWEST END OF A 8 X 30 FOOT EXPOSED
 BP0132'AREA OF ROCK OUTCROPPING. 19.1 M (62.5 FT) SE OF THE CENTER OF A DIRT
 BP0132'ROAD, 18.0 M. (59.0 FT) N OF THE NORTH CORNER OF A WOODEN RAILROAD
 BP0132'TRESTLE, AND 11.3 M. (37.2 FT) NW OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0054 ***********************************************************************
 BP0054  DESIGNATION -  P 1106
 BP0054  PID         -  BP0054
 BP0054  STATE/COUNTY-  TX/TERRELL
 BP0054  USGS QUAD   -  SANDERSON SE (1969)
 BP0054
 BP0054                         *CURRENT SURVEY CONTROL
 BP0054  ___________________________________________________________________
 BP0054* NAD 83(1986)-  30 06 01.     (N)    102 20 14.     (W)     SCALED    
 BP0054* NAVD 88     -       764.035  (meters)    2506.67   (feet)  ADJUSTED  
 BP0054  ___________________________________________________________________
 BP0054  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BP0054  DYNAMIC HT  -         762.871 (meters)    2502.85  (feet)  COMP
 BP0054  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 BP0054
 BP0054  VERT ORDER  -  FIRST     CLASS II
 BP0054
 BP0054.The horizontal coordinates were scaled from a topographic map and have
 BP0054.an estimated accuracy of +/- 6 seconds.
 BP0054
 BP0054.The orthometric height was determined by differential leveling
 BP0054.and adjusted by the National Geodetic Survey in June 1991..
 BP0054
 BP0054.The geoid height was determined by GEOID03.
 BP0054
 BP0054.The dynamic height is computed by dividing the NAVD 88
 BP0054.geopotential number by the normal gravity value computed on the
 BP0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0054.degrees latitude (g = 980.6199 gals.).
 BP0054
 BP0054.The modeled gravity was interpolated from observed gravity values.
 BP0054
 BP0054;                    North         East    Units  Estimated Accuracy
 BP0054;SPC TXSC     - 4,255,830.      278,390.      MT  (+/- 180 meters Scaled)
 BP0054
 BP0054                          SUPERSEDED SURVEY CONTROL
 BP0054
 BP0054  NGVD 29 (??/??/92)  763.802  (m)         2505.91   (f) ADJ UNCH    1 2
 BP0054
 BP0054.Superseded values are not recommended for survey control.
 BP0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0054.See file dsdata.txt to determine how the superseded data were derived.
 BP0054
 BP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP566328(NAD 83)
 BP0054_MARKER: DB = BENCH MARK DISK
 BP0054_SETTING: 66 = SET IN ROCK OUTCROP
 BP0054_SP_SET: ROCK OUTCROP
 BP0054_STAMPING: P 1106 1957
 BP0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0054+STABILITY: POSITION/ELEVATION WELL
 BP0054
 BP0054  HISTORY     - Date     Condition        Report By
 BP0054  HISTORY     - 1957     MONUMENTED       CGS
 BP0054
 BP0054                          STATION DESCRIPTION
 BP0054
 BP0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0054'7.0 MI SE FROM SANDERSON.
 BP0054'ABOUT 7.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0054'FROM THE STATION AT SANDERSON, 2 1/2 POLES NORTH-NORTHEAST OF MILEPOST
 BP0054'500, IN THE TOP OF A ROCK OUTCROP ON THE SOUTH BANK OF A WASH AND
 BP0054'PROJECTING 7 INCHES, 64 FEET EAST-SOUTHEAST OF THE NEAR RAIL, ABOUT
 BP0054'0.4 MILE NORTH-NORTHEAST OF A ROAD CROSSING, 17 EAST-SOUTHEAST OF THE
 BP0054'EAST-SOUTHEAST RIGHT OF WAY FENCE, AND ABOUT 6 FEET BELOW THE LEVEL OF
 BP0054'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0276 ***********************************************************************
 BO0276  DESIGNATION -  P 1107
 BO0276  PID         -  BO0276
 BO0276  STATE/COUNTY-  TX/TERRELL
 BO0276  USGS QUAD   -  MEYERS CANYON (1980)
 BO0276
 BO0276                         *CURRENT SURVEY CONTROL
 BO0276  ___________________________________________________________________
 BO0276* NAD 83(1986)-  30 00 46.     (N)    101 59 25.     (W)     SCALED    
 BO0276* NAVD 88     -       560.583  (meters)    1839.18   (feet)  ADJUSTED  
 BO0276  ___________________________________________________________________
 BO0276  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BO0276  DYNAMIC HT  -         559.746 (meters)    1836.43  (feet)  COMP
 BO0276  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 BO0276
 BO0276  VERT ORDER  -  FIRST     CLASS II
 BO0276
 BO0276.The horizontal coordinates were scaled from a topographic map and have
 BO0276.an estimated accuracy of +/- 6 seconds.
 BO0276
 BO0276.The orthometric height was determined by differential leveling
 BO0276.and adjusted by the National Geodetic Survey in June 1991..
 BO0276
 BO0276.The geoid height was determined by GEOID03.
 BO0276
 BO0276.The dynamic height is computed by dividing the NAVD 88
 BO0276.geopotential number by the normal gravity value computed on the
 BO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0276.degrees latitude (g = 980.6199 gals.).
 BO0276
 BO0276.The modeled gravity was interpolated from observed gravity values.
 BO0276
 BO0276;                    North         East    Units  Estimated Accuracy
 BO0276;SPC TXSC     - 4,245,230.      311,570.      MT  (+/- 180 meters Scaled)
 BO0276
 BO0276                          SUPERSEDED SURVEY CONTROL
 BO0276
 BO0276  NGVD 29 (??/??/92)  560.408  (m)         1838.61   (f) ADJ UNCH    1 2
 BO0276
 BO0276.Superseded values are not recommended for survey control.
 BO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0276.See file dsdata.txt to determine how the superseded data were derived.
 BO0276
 BO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU115239(NAD 83)
 BO0276_MARKER: DB = BENCH MARK DISK
 BO0276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BO0276_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BO0276_STAMPING: P 1107 1957
 BO0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0276
 BO0276  HISTORY     - Date     Condition        Report By
 BO0276  HISTORY     - 1957     MONUMENTED       CGS
 BO0276  HISTORY     - 1958     GOOD             NGS
 BO0276
 BO0276                          STATION DESCRIPTION
 BO0276
 BO0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0276'9.15 MI SE FROM DRYDEN.
 BO0276'ABOUT 9.15 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BO0276'FROM THE STATION AT DRYDEN, 26 FEET SOUTH OF MILEPOST 476, 56 FEET
 BO0276'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 2 POLES NORTHWEST
 BO0276'OF A SWITCH STAND AT THE SOUTHEAST END OF A SIDING, 1 POLE SOUTHEAST
 BO0276'OF A CORRUGATED STEEL TELEPHONE BOOTH, 8 FEET SOUTHWEST OF THE
 BO0276'SOUTHEWEST RIGHT OF WAY FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 BO0276'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 BO0276'TOP OF A 3-INCH PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0221 ***********************************************************************
 BQ0221  DESIGNATION -  P 1108
 BQ0221  PID         -  BQ0221
 BQ0221  STATE/COUNTY-  TX/HUDSPETH
 BQ0221  USGS QUAD   -  BASS CANYON (1972)
 BQ0221
 BQ0221                         *CURRENT SURVEY CONTROL
 BQ0221  ___________________________________________________________________
 BQ0221* NAD 83(1986)-  30 56 40.     (N)    104 56 00.     (W)     SCALED    
 BQ0221* NAVD 88     -      1266.780  (meters)    4156.09   (feet)  ADJUSTED  
 BQ0221  ___________________________________________________________________
 BQ0221  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BQ0221  DYNAMIC HT  -        1264.762 (meters)    4149.47  (feet)  COMP
 BQ0221  MODELED GRAV-     979,004.4   (mgal)                       NAVD 88
 BQ0221
 BQ0221  VERT ORDER  -  FIRST     CLASS II
 BQ0221
 BQ0221.The horizontal coordinates were scaled from a topographic map and have
 BQ0221.an estimated accuracy of +/- 6 seconds.
 BQ0221
 BQ0221.The orthometric height was determined by differential leveling
 BQ0221.and adjusted by the National Geodetic Survey in June 1991..
 BQ0221
 BQ0221.The geoid height was determined by GEOID03.
 BQ0221
 BQ0221.The dynamic height is computed by dividing the NAVD 88
 BQ0221.geopotential number by the normal gravity value computed on the
 BQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0221.degrees latitude (g = 980.6199 gals.).
 BQ0221
 BQ0221.The modeled gravity was interpolated from observed gravity values.
 BQ0221
 BQ0221;                    North         East    Units  Estimated Accuracy
 BQ0221;SPC TX C     - 3,150,730.      260,600.      MT  (+/- 180 meters Scaled)
 BQ0221
 BQ0221                          SUPERSEDED SURVEY CONTROL
 BQ0221
 BQ0221  NGVD 29 (??/??/92) 1266.242  (m)         4154.33   (f) ADJ UNCH    1 2
 BQ0221
 BQ0221.Superseded values are not recommended for survey control.
 BQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0221.See file dsdata.txt to determine how the superseded data were derived.
 BQ0221
 BQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ063234(NAD 83)
 BQ0221_MARKER: DB = BENCH MARK DISK
 BQ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0221_STAMPING: P 1108 1957
 BQ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0221+STABILITY: SURFACE MOTION
 BQ0221
 BQ0221  HISTORY     - Date     Condition        Report By
 BQ0221  HISTORY     - 1957     MONUMENTED       CGS
 BQ0221
 BQ0221                          STATION DESCRIPTION
 BQ0221
 BQ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0221'6.7 MI SE FROM HOT WELLS.
 BQ0221'ABOUT 6.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0221'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 8 FEET SOUTH OF MILEPOST
 BQ0221'707, 49 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 16 FEET NORTHEAST OF THE
 BQ0221'CENTER LINE OF A ROAD, 2 FEET SOUTHWEST OF A FENCE, 3 FEET NORTHWEST
 BQ0221'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BQ0221'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0085 ***********************************************************************
 BQ0085  DESIGNATION -  P 1109 RESET 1958
 BQ0085  PID         -  BQ0085
 BQ0085  STATE/COUNTY-  TX/PRESIDIO
 BQ0085  USGS QUAD   -  RYAN (1983)
 BQ0085
 BQ0085                         *CURRENT SURVEY CONTROL
 BQ0085  ___________________________________________________________________
 BQ0085* NAD 83(1986)-  30 27 00.     (N)    104 19 26.     (W)     SCALED    
 BQ0085* NAVD 88     -      1441.496  (meters)    4729.31   (feet)  ADJUSTED  
 BQ0085  ___________________________________________________________________
 BQ0085  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 BQ0085  DYNAMIC HT  -        1439.085 (meters)    4721.40  (feet)  COMP
 BQ0085  MODELED GRAV-     978,918.5   (mgal)                       NAVD 88
 BQ0085
 BQ0085  VERT ORDER  -  FIRST     CLASS II
 BQ0085
 BQ0085.The horizontal coordinates were scaled from a topographic map and have
 BQ0085.an estimated accuracy of +/- 6 seconds.
 BQ0085
 BQ0085.The orthometric height was determined by differential leveling
 BQ0085.and adjusted by the National Geodetic Survey in June 1991..
 BQ0085
 BQ0085.The geoid height was determined by GEOID03.
 BQ0085
 BQ0085.The dynamic height is computed by dividing the NAVD 88
 BQ0085.geopotential number by the normal gravity value computed on the
 BQ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0085.degrees latitude (g = 980.6199 gals.).
 BQ0085
 BQ0085.The modeled gravity was interpolated from observed gravity values.
 BQ0085
 BQ0085;                    North         East    Units  Estimated Accuracy
 BQ0085;SPC TXSC     - 4,301,650.       88,800.      MT  (+/- 180 meters Scaled)
 BQ0085
 BQ0085                          SUPERSEDED SURVEY CONTROL
 BQ0085
 BQ0085.No superseded survey control is available for this station.
 BQ0085
 BQ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP649688(NAD 83)
 BQ0085_MARKER: DB = BENCH MARK DISK
 BQ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0085_STAMPING: P 1109 RESET 1958
 BQ0085_MARK LOGO: CGS   
 BQ0085_PROJECTION: PROJECTING 5 CENTIMETERS
 BQ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0085+STABILITY: SURFACE MOTION
 BQ0085
 BQ0085  HISTORY     - Date     Condition        Report By
 BQ0085  HISTORY     - 1958     MONUMENTED       CGS
 BQ0085  HISTORY     - 1981     GOOD             NGS
 BQ0085  HISTORY     - 1990     GOOD             USPSQD
 BQ0085  HISTORY     - 19961009 GOOD             USPSQD
 BQ0085
 BQ0085                          STATION DESCRIPTION
 BQ0085
 BQ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0085'13.8 MI SE FROM VALENTINE.
 BQ0085'ABOUT 13.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0085'FROM THE STATION AT VALENTINE, 25 FEET SOUTHEAST OF MILEPOST 654, 41
 BQ0085'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 116 FEET NORTHEAST OF THE CENTER
 BQ0085'LINE OF U. S. HIGHWAY 90, 6 RAILS NORTHWEST OF THE NORTHWEST END OF A
 BQ0085'WOODEN BRIDGE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BQ0085'4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0085'PROJECTING 5 INCHES.
 BQ0085
 BQ0085                          STATION RECOVERY (1981)
 BQ0085
 BQ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0085'22.9 KM (14.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0085'IN VALENTINE, 0.8 KM (0.5 MI) SOUTHEAST OF A SMALL REST AREA, 35.4
 BQ0085'METERS (116.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.5
 BQ0085'METERS (41.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 BQ0085'RAILROAD, 7.6 (25.0 FT) SOUTHEAST OF RAILROAD MILE POST 654, AND 0.6
 BQ0085'METER (2.0 FT) NORTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 BQ0085'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0085'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0085
 BQ0085                          STATION RECOVERY (1990)
 BQ0085
 BQ0085'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0085'RECOVERED IN GOOD CONDITION.
 BQ0085
 BQ0085                          STATION RECOVERY (1996)
 BQ0085
 BQ0085'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0264 ***********************************************************************
 BQ0264  DESIGNATION -  P 1110
 BQ0264  PID         -  BQ0264
 BQ0264  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0264  USGS QUAD   -  CHISPA (1972)
 BQ0264
 BQ0264                         *CURRENT SURVEY CONTROL
 BQ0264  ___________________________________________________________________
 BQ0264* NAD 83(1986)-  30 42 15.     (N)    104 38 43.     (W)     SCALED    
 BQ0264* NAVD 88     -      1265.919  (meters)    4153.27   (feet)  ADJUSTED  
 BQ0264  ___________________________________________________________________
 BQ0264  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 BQ0264  DYNAMIC HT  -        1263.872 (meters)    4146.55  (feet)  COMP
 BQ0264  MODELED GRAV-     978,980.4   (mgal)                       NAVD 88
 BQ0264
 BQ0264  VERT ORDER  -  FIRST     CLASS II
 BQ0264
 BQ0264.The horizontal coordinates were scaled from a topographic map and have
 BQ0264.an estimated accuracy of +/- 6 seconds.
 BQ0264
 BQ0264.The orthometric height was determined by differential leveling
 BQ0264.and adjusted by the National Geodetic Survey in June 1991..
 BQ0264
 BQ0264.The geoid height was determined by GEOID03.
 BQ0264
 BQ0264.The dynamic height is computed by dividing the NAVD 88
 BQ0264.geopotential number by the normal gravity value computed on the
 BQ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0264.degrees latitude (g = 980.6199 gals.).
 BQ0264
 BQ0264.The modeled gravity was interpolated from observed gravity values.
 BQ0264
 BQ0264;                    North         East    Units  Estimated Accuracy
 BQ0264;SPC TX C     - 3,123,020.      287,070.      MT  (+/- 180 meters Scaled)
 BQ0264
 BQ0264                          SUPERSEDED SURVEY CONTROL
 BQ0264
 BQ0264  NGVD 29 (??/??/92) 1265.370  (m)         4151.47   (f) ADJ UNCH    1 2
 BQ0264
 BQ0264.Superseded values are not recommended for survey control.
 BQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0264.See file dsdata.txt to determine how the superseded data were derived.
 BQ0264
 BQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP339968(NAD 83)
 BQ0264_MARKER: DB = BENCH MARK DISK
 BQ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0264_STAMPING: P 1110 1957
 BQ0264_MARK LOGO: CGS   
 BQ0264_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0264+STABILITY: SURFACE MOTION
 BQ0264
 BQ0264  HISTORY     - Date     Condition        Report By
 BQ0264  HISTORY     - 1957     MONUMENTED       CGS
 BQ0264  HISTORY     - 1981     GOOD             NGS
 BQ0264  HISTORY     - 19961009 GOOD             USPSQD
 BQ0264
 BQ0264                          STATION DESCRIPTION
 BQ0264
 BQ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0264'12.2 MI NW FROM VALENTINE.
 BQ0264'ABOUT 12.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0264'FROM THE STATION AT VALENTINE, 6 FEET SOUTHWEST OF MILEPOST 680, 49
 BQ0264'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 109 FEET NORTHEAST OF THE CENTER
 BQ0264'LINE OF U. S. HIGHWAY 90, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 BQ0264'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BQ0264'CONCRETE POST PROJECTING 6 INCHES.
 BQ0264
 BQ0264                          STATION RECOVERY (1981)
 BQ0264
 BQ0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0264'18.6 KM (11.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST
 BQ0264'OFFICE IN VALENTINE, 33.2 METERS (109.0 FT) NORTHEAST OF THE
 BQ0264'CENTERLINE OF THE HIGHWAY, 14.9 METERS (49.0 FT) SOUTHWEST OF THE NEAR
 BQ0264'RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 1.8 METERS (6.0 FT)
 BQ0264'SOUTHWEST OF RAILROAD MILE POST 680.
 BQ0264'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0264'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0264
 BQ0264                          STATION RECOVERY (1996)
 BQ0264
 BQ0264'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0246 ***********************************************************************
 AZ0246  DESIGNATION -  P 1111
 AZ0246  PID         -  AZ0246
 AZ0246  STATE/COUNTY-  TX/VAL VERDE
 AZ0246  USGS QUAD   -  PECOS HIGH BRIDGE (1979)
 AZ0246
 AZ0246                         *CURRENT SURVEY CONTROL
 AZ0246  ___________________________________________________________________
 AZ0246* NAD 83(1986)-  29 46 05.     (N)    101 18 27.     (W)     SCALED    
 AZ0246* NAVD 88     -       468.082  (meters)    1535.70   (feet)  ADJUSTED  
 AZ0246  ___________________________________________________________________
 AZ0246  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AZ0246  DYNAMIC HT  -         467.398 (meters)    1533.45  (feet)  COMP
 AZ0246  MODELED GRAV-     979,165.7   (mgal)                       NAVD 88
 AZ0246
 AZ0246  VERT ORDER  -  FIRST     CLASS II
 AZ0246
 AZ0246.The horizontal coordinates were scaled from a topographic map and have
 AZ0246.an estimated accuracy of +/- 6 seconds.
 AZ0246
 AZ0246.The orthometric height was determined by differential leveling
 AZ0246.and adjusted by the National Geodetic Survey in June 1991..
 AZ0246
 AZ0246.The geoid height was determined by GEOID03.
 AZ0246
 AZ0246.The dynamic height is computed by dividing the NAVD 88
 AZ0246.geopotential number by the normal gravity value computed on the
 AZ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0246.degrees latitude (g = 980.6199 gals.).
 AZ0246
 AZ0246.The modeled gravity was interpolated from observed gravity values.
 AZ0246
 AZ0246;                    North         East    Units  Estimated Accuracy
 AZ0246;SPC TXSC     - 4,216,620.      376,880.      MT  (+/- 180 meters Scaled)
 AZ0246
 AZ0246                          SUPERSEDED SURVEY CONTROL
 AZ0246
 AZ0246  NGVD 29 (??/??/92)  467.961  (m)         1535.30   (f) ADJ UNCH    1 2
 AZ0246
 AZ0246.Superseded values are not recommended for survey control.
 AZ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0246.See file dsdata.txt to determine how the superseded data were derived.
 AZ0246
 AZ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT769953(NAD 83)
 AZ0246_MARKER: DB = BENCH MARK DISK
 AZ0246_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0246_SP_SET: LEDGE
 AZ0246_STAMPING: P 1111 1957
 AZ0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0246+STABILITY: POSITION/ELEVATION WELL
 AZ0246
 AZ0246  HISTORY     - Date     Condition        Report By
 AZ0246  HISTORY     - 1957     MONUMENTED       CGS
 AZ0246  HISTORY     - 1958     GOOD             NGS
 AZ0246
 AZ0246                          STATION DESCRIPTION
 AZ0246
 AZ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0246'11.3 MI NW FROM COMSTOCK.
 AZ0246'ABOUT 11.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0246'FROM THE STATION AT COMSTOCK, 69 FEET NORTH OF AND ACROSS THE TRACK
 AZ0246'FROM THE 3RD POLE EAST OF MILEPOST 425, IN THE TOP OF THE SOUTH EDGE
 AZ0246'OF A ROCK LEDGE, 9 FEET NORTH OF THE NORTH RAIL, 36 FEET SOUTHEAST OF
 AZ0246'A TELEPHONE POLE, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0286 ***********************************************************************
 AZ0286  DESIGNATION -  P 1112
 AZ0286  PID         -  AZ0286
 AZ0286  STATE/COUNTY-  TX/VAL VERDE
 AZ0286  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0286
 AZ0286                         *CURRENT SURVEY CONTROL
 AZ0286  ___________________________________________________________________
 AZ0286* NAD 83(1986)-  29 27 09.     (N)    101 03 21.     (W)     SCALED    
 AZ0286* NAVD 88     -       290.830  (meters)     954.16   (feet)  POSTED    
 AZ0286  ___________________________________________________________________
 AZ0286  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0286  DYNAMIC HT  -         290.410 (meters)     952.79  (feet)  COMP
 AZ0286  MODELED GRAV-     979,176.3   (mgal)                       NAVD 88
 AZ0286
 AZ0286  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0286
 AZ0286.The horizontal coordinates were scaled from a topographic map and have
 AZ0286.an estimated accuracy of +/- 6 seconds.
 AZ0286
 AZ0286.The orthometric height was determined by differential leveling
 AZ0286.and adjusted by the National Geodetic Survey in 1992..
 AZ0286.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0286.rate of 0.0 thru 1.0 mm/km.
 AZ0286
 AZ0286.The geoid height was determined by GEOID03.
 AZ0286
 AZ0286.The dynamic height is computed by dividing the NAVD 88
 AZ0286.geopotential number by the normal gravity value computed on the
 AZ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0286.degrees latitude (g = 980.6199 gals.).
 AZ0286
 AZ0286.The modeled gravity was interpolated from observed gravity values.
 AZ0286
 AZ0286;                    North         East    Units  Estimated Accuracy
 AZ0286;SPC TXSC     - 4,181,200.      400,600.      MT  (+/- 180 meters Scaled)
 AZ0286
 AZ0286                          SUPERSEDED SURVEY CONTROL
 AZ0286
 AZ0286  NGVD 29 (??/??/92)  290.764  (m)          953.95   (f) ADJ UNCH    1 2
 AZ0286
 AZ0286.Superseded values are not recommended for survey control.
 AZ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0286.See file dsdata.txt to determine how the superseded data were derived.
 AZ0286
 AZ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT006598(NAD 83)
 AZ0286_MARKER: DB = BENCH MARK DISK
 AZ0286_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0286_SP_SET: OUTCROP
 AZ0286_STAMPING: P 1112 1957
 AZ0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0286+STABILITY: POSITION/ELEVATION WELL
 AZ0286
 AZ0286  HISTORY     - Date     Condition        Report By
 AZ0286  HISTORY     - 1957     MONUMENTED       CGS
 AZ0286  HISTORY     - 1958     GOOD             NGS
 AZ0286  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0286
 AZ0286                          STATION DESCRIPTION
 AZ0286
 AZ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0286'13.4 MI NW FROM DEL RIO.
 AZ0286'ABOUT 13.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0286'FROM THE STATION AT DEL RIO, 84 FEET NORTH OF THE 1ST POLE NORTH OF
 AZ0286'MILEPOST 392, IN THE TOP OF THE LEDGE OF A ROCK OUTCROP, 19 1/2 FEET
 AZ0286'EAST OF THE EAST RAIL, 6 FEET EAST OF A FENCE, 4 FEET ABOVE THE
 AZ0286'GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- AREA
 AZ0286'UNDER WATER.
 AZ0286
 AZ0286                          STATION RECOVERY (1972)
 AZ0286
 AZ0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0346 ***********************************************************************
 AZ0346  DESIGNATION -  P 1113
 AZ0346  PID         -  AZ0346
 AZ0346  STATE/COUNTY-  TX/VAL VERDE
 AZ0346  USGS QUAD   -  PUMPVILLE (1980)
 AZ0346
 AZ0346                         *CURRENT SURVEY CONTROL
 AZ0346  ___________________________________________________________________
 AZ0346* NAD 83(1986)-  29 55 59.     (N)    101 43 05.     (W)     SCALED    
 AZ0346* NAVD 88     -       548.865  (meters)    1800.73   (feet)  ADJUSTED  
 AZ0346  ___________________________________________________________________
 AZ0346  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AZ0346  DYNAMIC HT  -         548.051 (meters)    1798.06  (feet)  COMP
 AZ0346  MODELED GRAV-     979,141.8   (mgal)                       NAVD 88
 AZ0346
 AZ0346  VERT ORDER  -  FIRST     CLASS II
 AZ0346
 AZ0346.The horizontal coordinates were scaled from a topographic map and have
 AZ0346.an estimated accuracy of +/- 6 seconds.
 AZ0346
 AZ0346.The orthometric height was determined by differential leveling
 AZ0346.and adjusted by the National Geodetic Survey in June 1991..
 AZ0346
 AZ0346.The geoid height was determined by GEOID03.
 AZ0346
 AZ0346.The dynamic height is computed by dividing the NAVD 88
 AZ0346.geopotential number by the normal gravity value computed on the
 AZ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0346.degrees latitude (g = 980.6199 gals.).
 AZ0346
 AZ0346.The modeled gravity was interpolated from observed gravity values.
 AZ0346
 AZ0346;                    North         East    Units  Estimated Accuracy
 AZ0346;SPC TXSC     - 4,235,760.      337,610.      MT  (+/- 180 meters Scaled)
 AZ0346
 AZ0346                          SUPERSEDED SURVEY CONTROL
 AZ0346
 AZ0346  NGVD 29 (??/??/92)  548.720  (m)         1800.26   (f) ADJ UNCH    1 2
 AZ0346
 AZ0346.Superseded values are not recommended for survey control.
 AZ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0346.See file dsdata.txt to determine how the superseded data were derived.
 AZ0346
 AZ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU376144(NAD 83)
 AZ0346_MARKER: DB = BENCH MARK DISK
 AZ0346_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0346_SP_SET: OUTCROP
 AZ0346_STAMPING: P 1113 1957
 AZ0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0346+STABILITY: POSITION/ELEVATION WELL
 AZ0346
 AZ0346  HISTORY     - Date     Condition        Report By
 AZ0346  HISTORY     - 1957     MONUMENTED       CGS
 AZ0346  HISTORY     - 1958     GOOD             NGS
 AZ0346  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 AZ0346
 AZ0346                          STATION DESCRIPTION
 AZ0346
 AZ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0346'12.55 MI NW FROM LANGTRY.
 AZ0346'ABOUT 12.55 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0346'FROM THE STATION AT LANGTRY, 141 FEET NORTHEAST OF THE 13TH POLE
 AZ0346'NORTHWEST OF MILEPOST 455, IN THE TOP OF A ROCK OUTCROP WHICH IS
 AZ0346'SLOPING TO THE SOUTHEAST, 37 FEET NORTH-NORTHEAST OF THE NEAR RAIL,,
 AZ0346'45 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 61 FEET
 AZ0346'SOUTH-SOUTHWEST OF A FENCE, 21 FEET NORTH-NORTHEAST OF THE NEAR END OF
 AZ0346'A PIPE CULVERT, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 AZ0346
 AZ0346                          STATION RECOVERY (2001)
 AZ0346
 AZ0346'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0430 ***********************************************************************
 BP0430  DESIGNATION -  P 1114
 BP0430  PID         -  BP0430
 BP0430  STATE/COUNTY-  TX/JEFF DAVIS
 BP0430  USGS QUAD   -  MITRE PEAK (1972)
 BP0430
 BP0430                         *CURRENT SURVEY CONTROL
 BP0430  ___________________________________________________________________
 BP0430* NAD 83(1986)-  30 29 57.     (N)    103 45 05.     (W)     SCALED    
 BP0430* NAVD 88     -      1356.142  (meters)    4449.28   (feet)  ADJUSTED  
 BP0430  ___________________________________________________________________
 BP0430  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 BP0430  DYNAMIC HT  -        1353.974 (meters)    4442.16  (feet)  COMP
 BP0430  MODELED GRAV-     978,994.7   (mgal)                       NAVD 88
 BP0430  OBS GRAVITY -     978,993.7   (mgal)                       GRAV_OBS
 BP0430
 BP0430  VERT ORDER  -  FIRST     CLASS I
 BP0430
 BP0430.The horizontal coordinates were scaled from a topographic map and have
 BP0430.an estimated accuracy of +/- 6 seconds.
 BP0430
 BP0430.The orthometric height was determined by differential leveling
 BP0430.and adjusted by the National Geodetic Survey in June 1991..
 BP0430
 BP0430.The geoid height was determined by GEOID03.
 BP0430
 BP0430.The dynamic height is computed by dividing the NAVD 88
 BP0430.geopotential number by the normal gravity value computed on the
 BP0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0430.degrees latitude (g = 980.6199 gals.).
 BP0430
 BP0430.The modeled gravity was interpolated from observed gravity values.
 BP0430.The observed gravity was obtained from relative gravimeter ties
 BP0430.to the IGSN71 gravity network.
 BP0430
 BP0430;                    North         East    Units  Estimated Accuracy
 BP0430;SPC TX C     - 3,097,330.      371,950.      MT  (+/- 180 meters Scaled)
 BP0430
 BP0430                          SUPERSEDED SURVEY CONTROL
 BP0430
 BP0430  NGVD 29 (??/??/92) 1355.681  (m)         4447.76   (f) ADJ UNCH    1 1
 BP0430
 BP0430.Superseded values are not recommended for survey control.
 BP0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0430.See file dsdata.txt to determine how the superseded data were derived.
 BP0430
 BP0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP198747(NAD 83)
 BP0430_MARKER: DB = BENCH MARK DISK
 BP0430_SETTING: 80 = SET IN A BOULDER
 BP0430_SP_SET: BOULDER
 BP0430_STAMPING: P 1114 1958
 BP0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0430+STABILITY: SURFACE MOTION
 BP0430
 BP0430  HISTORY     - Date     Condition        Report By
 BP0430  HISTORY     - 1958     MONUMENTED       CGS
 BP0430  HISTORY     - 1977     GOOD             NGS
 BP0430  HISTORY     - 19961009 GOOD             USPSQD
 BP0430
 BP0430                          STATION DESCRIPTION
 BP0430
 BP0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0430'11.25 MI NW FROM ALPINE.
 BP0430'ABOUT 11.25 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0430'NEW ORLEANS RAILROAD STATION AT ALPINE, ABOUT 12.5 MILES SOUTHEAST OF
 BP0430'THE COUNTY COURTHOUSE AT FORT DAVIS, IN THE TOP OF A LARGE BOULDER,
 BP0430'117 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE
 BP0430'NORTH-NORTHWEST OF A STEEL WINDMILL, 100 FEET EAST-NORTHEAST OF THE
 BP0430'NEAR CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, 190 FEET
 BP0430'NORTH-NORTHWEST OF A TEE-FENCE, 68 FEET EAST-NORTHEAST OF A FENCE,
 BP0430'ABOUT 8 FEET ABOVE THE GROUND, AND ABOUT 20 FEET ABOVE THE LEVEL OF
 BP0430'THE HIGHWAY.
 BP0430
 BP0430                          STATION RECOVERY (1977)
 BP0430
 BP0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0430'RECOVERED IN GOOD CONDITION.
 BP0430
 BP0430                          STATION RECOVERY (1996)
 BP0430
 BP0430'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0485 ***********************************************************************
 BP0485  DESIGNATION -  P 1115
 BP0485  PID         -  BP0485
 BP0485  STATE/COUNTY-  TX/JEFF DAVIS
 BP0485  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0485
 BP0485                         *CURRENT SURVEY CONTROL
 BP0485  ___________________________________________________________________
 BP0485* NAD 83(1986)-  30 50 04.     (N)    103 46 56.     (W)     SCALED    
 BP0485* NAVD 88     -      1189.453  (meters)    3902.40   (feet)  POSTED    
 BP0485  ___________________________________________________________________
 BP0485  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BP0485  DYNAMIC HT  -        1187.580 (meters)    3896.25  (feet)  COMP
 BP0485  MODELED GRAV-     979,029.0   (mgal)                       NAVD 88
 BP0485
 BP0485  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0485
 BP0485.The horizontal coordinates were scaled from a topographic map and have
 BP0485.an estimated accuracy of +/- 6 seconds.
 BP0485
 BP0485.The orthometric height was determined by differential leveling
 BP0485.and adjusted by the National Geodetic Survey in 1992..
 BP0485.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0485.rate of 2.1 thru 3.0 mm/km.
 BP0485
 BP0485.The geoid height was determined by GEOID03.
 BP0485
 BP0485.The dynamic height is computed by dividing the NAVD 88
 BP0485.geopotential number by the normal gravity value computed on the
 BP0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0485.degrees latitude (g = 980.6199 gals.).
 BP0485
 BP0485.The modeled gravity was interpolated from observed gravity values.
 BP0485
 BP0485;                    North         East    Units  Estimated Accuracy
 BP0485;SPC TX C     - 3,134,570.      370,140.      MT  (+/- 180 meters Scaled)
 BP0485
 BP0485                          SUPERSEDED SURVEY CONTROL
 BP0485
 BP0485  NGVD 29 (??/??/92) 1189.043  (m)         3901.05   (f) ADJ UNCH    2 0
 BP0485
 BP0485.Superseded values are not recommended for survey control.
 BP0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0485.See file dsdata.txt to determine how the superseded data were derived.
 BP0485
 BP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ164118(NAD 83)
 BP0485_MARKER: DB = BENCH MARK DISK
 BP0485_SETTING: 66 = SET IN ROCK OUTCROP
 BP0485_SP_SET: ROCK OUTCROP
 BP0485_STAMPING: P 1115 1958
 BP0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0485+STABILITY: POSITION/ELEVATION WELL
 BP0485
 BP0485  HISTORY     - Date     Condition        Report By
 BP0485  HISTORY     - 1958     MONUMENTED       CGS
 BP0485  HISTORY     - 1989     GOOD             USPSQD
 BP0485  HISTORY     - 19961011 GOOD             USPSQD
 BP0485
 BP0485                          STATION DESCRIPTION
 BP0485
 BP0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0485'8.35 MI S FROM TOYAHVALE.
 BP0485'ABOUT 8.35 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0485'TOYAHVALE, IN THE TOP OF A ROCK OUTCROP, 137 FEET SOUTHWEST OF THE
 BP0485'CENTER LINE OF THE HIGHWAY, NORTHEAST OF AND NEAR THE EAST-SOUTHEAST
 BP0485'END OF A LONG ROCKY RIDGE, ON THE INSIDE OF A SLIGHT CURVE IN THE
 BP0485'HIGHWAY, 89 FEET SOUTHWEST OF A FENCE, 96 FEET SOUTHEAST OF AN IRON
 BP0485'PIPE TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 5 INCHES
 BP0485'SOUTH OF A ROCK LEDGE WHICH PROJECTS 2 1/2 FEET, ABOUT 8 FEET ABOVE
 BP0485'THE LEVEL OF THE HIGHWAY.
 BP0485
 BP0485                          STATION RECOVERY (1989)
 BP0485
 BP0485'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0485'RECOVERED IN GOOD CONDITION.
 BP0485
 BP0485                          STATION RECOVERY (1996)
 BP0485
 BP0485'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0367 ***********************************************************************
 BO0367  DESIGNATION -  P 1116
 BO0367  PID         -  BO0367
 BO0367  STATE/COUNTY-  TX/TERRELL
 BO0367  USGS QUAD   -  SHEFFIELD NW (1976)
 BO0367
 BO0367                         *CURRENT SURVEY CONTROL
 BO0367  ___________________________________________________________________
 BO0367* NAD 83(1986)-  30 38 46.     (N)    101 55 00.     (W)     SCALED    
 BO0367* NAVD 88     -       815.470  (meters)    2675.42   (feet)  ADJUSTED  
 BO0367  ___________________________________________________________________
 BO0367  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 BO0367  DYNAMIC HT  -         814.264 (meters)    2671.46  (feet)  COMP
 BO0367  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 BO0367
 BO0367  VERT ORDER  -  SECOND    CLASS 0
 BO0367
 BO0367.The horizontal coordinates were scaled from a topographic map and have
 BO0367.an estimated accuracy of +/- 6 seconds.
 BO0367
 BO0367.The orthometric height was determined by differential leveling
 BO0367.and adjusted by the National Geodetic Survey in June 1991..
 BO0367
 BO0367.The geoid height was determined by GEOID03.
 BO0367
 BO0367.The dynamic height is computed by dividing the NAVD 88
 BO0367.geopotential number by the normal gravity value computed on the
 BO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0367.degrees latitude (g = 980.6199 gals.).
 BO0367
 BO0367.The modeled gravity was interpolated from observed gravity values.
 BO0367
 BO0367;                    North         East    Units  Estimated Accuracy
 BO0367;SPC TXSC     - 4,315,240.      320,420.      MT  (+/- 180 meters Scaled)
 BO0367
 BO0367                          SUPERSEDED SURVEY CONTROL
 BO0367
 BO0367  NGVD 29 (??/??/92)  815.231  (m)         2674.64   (f) ADJ UNCH    2 0
 BO0367
 BO0367.Superseded values are not recommended for survey control.
 BO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0367.See file dsdata.txt to determine how the superseded data were derived.
 BO0367
 BO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU204940(NAD 83)
 BO0367_MARKER: DB = BENCH MARK DISK
 BO0367_SETTING: 66 = SET IN ROCK OUTCROP
 BO0367_SP_SET: OUTCROP
 BO0367_STAMPING: P 1116 1958
 BO0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0367+STABILITY: POSITION/ELEVATION WELL
 BO0367
 BO0367  HISTORY     - Date     Condition        Report By
 BO0367  HISTORY     - 1958     MONUMENTED       CGS
 BO0367
 BO0367                          STATION DESCRIPTION
 BO0367
 BO0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0367'6.85 MI SW FROM SHEFFIELD.
 BO0367'ABOUT 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 349 FROM THE POST
 BO0367'OFFICE AT SHEFFIELD, IN THE TOP OF A 2 1/2X8-FOOT ROCK OUTCROP WHICH
 BO0367'PROJECTS 1 1/2 FEET, 82 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BO0367'AT THE CREST OF A STEEP HILL, 90 FEET SOUTH OF THE SOUTH END OF A ROCK
 BO0367'CUT, ABOUT 400 FEET NORTH OF A CURVE IN THE HIGHWAY, AND ABOUT LEVEL
 BO0367'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0057 ***********************************************************************
 CE0057  DESIGNATION -  P 1118
 CE0057  PID         -  CE0057
 CE0057  STATE/COUNTY-  TX/EL PASO
 CE0057  USGS QUAD   -  SMELTERTOWN (1994)
 CE0057
 CE0057                         *CURRENT SURVEY CONTROL
 CE0057  ___________________________________________________________________
 CE0057* NAD 83(1986)-  31 46 18.     (N)    106 30 25.     (W)     SCALED    
 CE0057* NAVD 88     -      1183.725  (meters)    3883.60   (feet)  ADJUSTED  
 CE0057  ___________________________________________________________________
 CE0057  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0057  DYNAMIC HT  -        1181.959 (meters)    3877.81  (feet)  COMP
 CE0057  MODELED GRAV-     979,106.9   (mgal)                       NAVD 88
 CE0057
 CE0057  VERT ORDER  -  FIRST     CLASS II
 CE0057
 CE0057.The horizontal coordinates were scaled from a topographic map and have
 CE0057.an estimated accuracy of +/- 6 seconds.
 CE0057
 CE0057.The orthometric height was determined by differential leveling
 CE0057.and adjusted by the National Geodetic Survey in June 1991..
 CE0057
 CE0057.The geoid height was determined by GEOID03.
 CE0057
 CE0057.The dynamic height is computed by dividing the NAVD 88
 CE0057.geopotential number by the normal gravity value computed on the
 CE0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0057.degrees latitude (g = 980.6199 gals.).
 CE0057
 CE0057.The modeled gravity was interpolated from observed gravity values.
 CE0057
 CE0057;                    North         East    Units  Estimated Accuracy
 CE0057;SPC TX C     - 3,249,580.      115,510.      MT  (+/- 180 meters Scaled)
 CE0057
 CE0057                          SUPERSEDED SURVEY CONTROL
 CE0057
 CE0057  NGVD 29 (??/??/92) 1183.189  (m)         3881.85   (f) ADJ UNCH    1 2
 CE0057
 CE0057.Superseded values are not recommended for survey control.
 CE0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0057.See file dsdata.txt to determine how the superseded data were derived.
 CE0057
 CE0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR573161(NAD 83)
 CE0057_MARKER: DB = BENCH MARK DISK
 CE0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0057_SP_SET: CURB
 CE0057_STAMPING: P 1118 1958
 CE0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0057
 CE0057  HISTORY     - Date     Condition        Report By
 CE0057  HISTORY     - 1958     MONUMENTED       CGS
 CE0057  HISTORY     - 1978     GOOD             USGS
 CE0057  HISTORY     - 19951227 GOOD             USPSQD
 CE0057
 CE0057                          STATION DESCRIPTION
 CE0057
 CE0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0057'IN EL PASO.
 CE0057'AT EL PASO, AT THE TEXAS WESTERN COLLEGE, SET VERTICALLY IN THE
 CE0057'SOUTHEAST FACE OF A SOLID ROCK CLIFF, 40 FEET NORTHWEST OF THE NORTH
 CE0057'CORNER OF THE ENGINEERING BUILDING, 5 FEET NORTHWEST OF THE NORTHWEST
 CE0057'EDGE OF A CONCRETE CURB, 1 1/2 FEET ABOVE THE GROUND, AND ABOUT LEVEL
 CE0057'WITH THE TOP OF THE CONCRETE CURB.
 CE0057
 CE0057                          STATION RECOVERY (1978)
 CE0057
 CE0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CE0057'AT EL PASO, AT THE U.T.EP CAMPUS, SET VERTICALLY IN THE SOUTHWEST
 CE0057'FACE OF A SOLID ROCK FACE, 40 FEET NORTHEAST OF THE NORTH CORNER OF
 CE0057'THE GEOLEGY BUILDING, 54 FEET SOUTH OF THE JOHN W. KIDD MEMORIAL
 CE0057'SEIENIC OBSERVATORY, 5 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 CE0057'CONCRETE CURB, 1 FOOT ABOVE THE GROUND. A STANDARD DISK STAMPED 'P
 CE0057'1118 1958'.
 CE0057
 CE0057                          STATION RECOVERY (1995)
 CE0057
 CE0057'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0474 ***********************************************************************
 CD0474  DESIGNATION -  P 1119
 CD0474  PID         -  CD0474
 CD0474  STATE/COUNTY-  TX/HUDSPETH
 CD0474  USGS QUAD   -  MICKEY DRAW EAST (1984)
 CD0474
 CD0474                         *CURRENT SURVEY CONTROL
 CD0474  ___________________________________________________________________
 CD0474* NAD 83(1986)-  31 51 40.     (N)    105 12 06.     (W)     SCALED    
 CD0474* NAVD 88     -      1132.901  (meters)    3716.86   (feet)  POSTED    
 CD0474  ___________________________________________________________________
 CD0474  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0474  DYNAMIC HT  -        1131.230 (meters)    3711.38  (feet)  COMP
 CD0474  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 CD0474
 CD0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0474
 CD0474.The horizontal coordinates were scaled from a topographic map and have
 CD0474.an estimated accuracy of +/- 6 seconds.
 CD0474
 CD0474.The orthometric height was determined by differential leveling
 CD0474.and adjusted by the National Geodetic Survey in 1992..
 CD0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0474.rate of 0.0 thru 1.0 mm/km.
 CD0474
 CD0474.The geoid height was determined by GEOID03.
 CD0474
 CD0474.The dynamic height is computed by dividing the NAVD 88
 CD0474.geopotential number by the normal gravity value computed on the
 CD0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0474.degrees latitude (g = 980.6199 gals.).
 CD0474
 CD0474.The modeled gravity was interpolated from observed gravity values.
 CD0474
 CD0474;                    North         East    Units  Estimated Accuracy
 CD0474;SPC TX C     - 3,253,360.      239,430.      MT  (+/- 180 meters Scaled)
 CD0474
 CD0474                          SUPERSEDED SURVEY CONTROL
 CD0474
 CD0474  NGVD 29 (??/??/92) 1132.405  (m)         3715.23   (f) ADJ UNCH    2 0
 CD0474
 CD0474.Superseded values are not recommended for survey control.
 CD0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0474.See file dsdata.txt to determine how the superseded data were derived.
 CD0474
 CD0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR809250(NAD 83)
 CD0474_MARKER: DB = BENCH MARK DISK
 CD0474_SETTING: 66 = SET IN ROCK OUTCROP
 CD0474_SP_SET: OUTCROP
 CD0474_STAMPING: P 1119 1958
 CD0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0474+STABILITY: POSITION/ELEVATION WELL
 CD0474
 CD0474  HISTORY     - Date     Condition        Report By
 CD0474  HISTORY     - 1958     MONUMENTED       CGS
 CD0474
 CD0474                          STATION DESCRIPTION
 CD0474
 CD0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0474'5.45 MI S FROM DELL CITY.
 CD0474'ABOUT 5.45 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0474'DELL CITY, 106 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1
 CD0474'MILE WEST OF AND ACROSS THE ROAD FROM A STUCCO HOUSE, IN THE TOP OF A
 CD0474'ROCK OUTCROP AND SURROUNDED WITH A HALF CIRCLE OF LOOSE ROCK, 106 FEET
 CD0474'WEST OF THE CENTER LINE OF THE ROAD, 75 FEET NORTHWEST OF A POWER
 CD0474'POLE, 69 FEET SOUTHWEST OF A FENCE CORNER, 55 FEET WEST OF A FENCE, 58
 CD0474'FEET SOUTH OF ANOTHER FENCE, NEAR THE FOOT OF AND ON THE NORTH SLOPE
 CD0474'OF A HILL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0050 ***********************************************************************
 CU0050  DESIGNATION -  P 112
 CU0050  PID         -  CU0050
 CU0050  STATE/COUNTY-  TX/FISHER
 CU0050  USGS QUAD   -  MC CAULLEY (1981)
 CU0050
 CU0050                         *CURRENT SURVEY CONTROL
 CU0050  ___________________________________________________________________
 CU0050* NAD 83(1986)-  32 47 26.     (N)    100 12 04.     (W)     SCALED    
 CU0050* NAVD 88     -       565.745  (meters)    1856.12   (feet)  ADJUSTED  
 CU0050  ___________________________________________________________________
 CU0050  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CU0050  DYNAMIC HT  -         565.008 (meters)    1853.70  (feet)  COMP
 CU0050  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 CU0050
 CU0050  VERT ORDER  -  FIRST     CLASS II
 CU0050
 CU0050.The horizontal coordinates were scaled from a topographic map and have
 CU0050.an estimated accuracy of +/- 6 seconds.
 CU0050
 CU0050.The orthometric height was determined by differential leveling
 CU0050.and adjusted by the National Geodetic Survey in June 1991..
 CU0050
 CU0050.The geoid height was determined by GEOID03.
 CU0050
 CU0050.The dynamic height is computed by dividing the NAVD 88
 CU0050.geopotential number by the normal gravity value computed on the
 CU0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0050.degrees latitude (g = 980.6199 gals.).
 CU0050
 CU0050.The modeled gravity was interpolated from observed gravity values.
 CU0050
 CU0050;                    North         East    Units  Estimated Accuracy
 CU0050;SPC TXNC     - 2,125,920.      440,680.      MT  (+/- 180 meters Scaled)
 CU0050
 CU0050                          SUPERSEDED SURVEY CONTROL
 CU0050
 CU0050  NGVD 29 (??/??/92)  565.539  (m)         1855.44   (f) ADJ UNCH    1 2
 CU0050
 CU0050.Superseded values are not recommended for survey control.
 CU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0050.See file dsdata.txt to determine how the superseded data were derived.
 CU0050
 CU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB875287(NAD 83)
 CU0050_MARKER: DB = BENCH MARK DISK
 CU0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0050_STAMPING: 1855.439 P 112 1933
 CU0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0050+STABILITY: SURFACE MOTION
 CU0050
 CU0050  HISTORY     - Date     Condition        Report By
 CU0050  HISTORY     - 1933     MONUMENTED       CGS
 CU0050  HISTORY     - 1958     GOOD             NGS
 CU0050
 CU0050                          STATION DESCRIPTION
 CU0050
 CU0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0050'0.6 MI NE FROM MCCAULLEY.
 CU0050'0.6 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0050'MCCAULLEY, FISHER COUNTY, AT MILEAGE 613.5, AT THE SOUTHWEST CORNER OF
 CU0050'A ROAD CROSSING, 40 FEET WEST OF THE TRACK, AND IN A FENCE CORNER A
 CU0050'STANDARD DISK, STAMPED 1855.439 P 112 1933 AND SET IN THE TOP OF A
 CU0050'CONCRETE POST.  NOTE-- IT IS ABOUT 0.2 MILE NORTHEAST OF A ROAD
 CU0050'CROSSING, ON A LINE EXTENDED BETWEEN TWO EAST-WEST ROADS AND BETWEEN A
 CU0050'LARGE SQUARE FENCE POST AND A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0147 ***********************************************************************
 CV0147  DESIGNATION -  P 1120
 CV0147  PID         -  CV0147
 CV0147  STATE/COUNTY-  TX/ANDREWS
 CV0147  USGS QUAD   -  SAND RANCH (1971)
 CV0147
 CV0147                         *CURRENT SURVEY CONTROL
 CV0147  ___________________________________________________________________
 CV0147* NAD 83(1986)-  32 07 43.     (N)    102 50 07.     (W)     SCALED    
 CV0147* NAVD 88     -      1006.238  (meters)    3301.30   (feet)  ADJUSTED  
 CV0147  ___________________________________________________________________
 CV0147  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CV0147  DYNAMIC HT  -        1004.836 (meters)    3296.70  (feet)  COMP
 CV0147  MODELED GRAV-     979,210.6   (mgal)                       NAVD 88
 CV0147
 CV0147  VERT ORDER  -  SECOND    CLASS 0
 CV0147
 CV0147.The horizontal coordinates were scaled from a topographic map and have
 CV0147.an estimated accuracy of +/- 6 seconds.
 CV0147
 CV0147.The orthometric height was determined by differential leveling
 CV0147.and adjusted by the National Geodetic Survey in June 1991..
 CV0147
 CV0147.The geoid height was determined by GEOID03.
 CV0147
 CV0147.The dynamic height is computed by dividing the NAVD 88
 CV0147.geopotential number by the normal gravity value computed on the
 CV0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0147.degrees latitude (g = 980.6199 gals.).
 CV0147
 CV0147.The modeled gravity was interpolated from observed gravity values.
 CV0147
 CV0147;                    North         East    Units  Estimated Accuracy
 CV0147;SPC TXNC     - 2,059,670.      191,030.      MT  (+/- 180 meters Scaled)
 CV0147
 CV0147                          SUPERSEDED SURVEY CONTROL
 CV0147
 CV0147  NGVD 29 (??/??/92) 1005.823  (m)         3299.94   (f) ADJ UNCH    2 0
 CV0147
 CV0147.Superseded values are not recommended for survey control.
 CV0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0147.See file dsdata.txt to determine how the superseded data were derived.
 CV0147
 CV0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR042567(NAD 83)
 CV0147_MARKER: DB = BENCH MARK DISK
 CV0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0147_STAMPING: P 1120 1958
 CV0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0147+STABILITY: SURFACE MOTION
 CV0147
 CV0147  HISTORY     - Date     Condition        Report By
 CV0147  HISTORY     - 1958     MONUMENTED       CGS
 CV0147
 CV0147                          STATION DESCRIPTION
 CV0147
 CV0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0147'21.6 MI E FROM JAL, NEW MEXICO.
 CV0147'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0147'STATION AT JAL, THENCE 20.9 MILES EAST ALONG STATE HIGHWAY 128, 58
 CV0147'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 209 FEET NORTHWEST OF
 CV0147'THE CENTER OF THE JUNCTION OF STATE HIGHWAYS 128 AND 115, 108 FEET
 CV0147'WEST OF THE CENTER LINE OF STATE HIGHWAY 115, 14 FEET WEST OF A
 CV0147'TELEPHONE POLE WITH A GUY WIRE, 4 FEET SOUTHWEST OF A FENCE CORNER, 1
 CV0147'FOOT SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 CV0147'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CV0147'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0068 ***********************************************************************
 CV0068  DESIGNATION -  P 1125
 CV0068  PID         -  CV0068
 CV0068  STATE/COUNTY-  TX/ANDREWS
 CV0068  USGS QUAD   -  FIVE WELLS RANCH SW (1971)
 CV0068
 CV0068                         *CURRENT SURVEY CONTROL
 CV0068  ___________________________________________________________________
 CV0068* NAD 83(1986)-  32 19 29.     (N)    102 26 23.     (W)     SCALED    
 CV0068* NAVD 88     -       943.307  (meters)    3094.83   (feet)  POSTED    
 CV0068  ___________________________________________________________________
 CV0068  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CV0068  DYNAMIC HT  -         941.990 (meters)    3090.51  (feet)  COMP
 CV0068  MODELED GRAV-     979,211.5   (mgal)                       NAVD 88
 CV0068
 CV0068  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0068
 CV0068.The horizontal coordinates were scaled from a topographic map and have
 CV0068.an estimated accuracy of +/- 6 seconds.
 CV0068
 CV0068.The orthometric height was determined by differential leveling
 CV0068.and adjusted by the National Geodetic Survey in 1992..
 CV0068.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0068.rate of 3.1 thru 4.0 mm/km.
 CV0068
 CV0068.The geoid height was determined by GEOID03.
 CV0068
 CV0068.The dynamic height is computed by dividing the NAVD 88
 CV0068.geopotential number by the normal gravity value computed on the
 CV0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0068.degrees latitude (g = 980.6199 gals.).
 CV0068
 CV0068.The modeled gravity was interpolated from observed gravity values.
 CV0068
 CV0068;                    North         East    Units  Estimated Accuracy
 CV0068;SPC TXNC     - 2,079,930.      229,150.      MT  (+/- 180 meters Scaled)
 CV0068
 CV0068                          SUPERSEDED SURVEY CONTROL
 CV0068
 CV0068  NGVD 29 (??/??/92)  942.894  (m)         3093.48   (f) ADJ UNCH    2 0
 CV0068
 CV0068.Superseded values are not recommended for survey control.
 CV0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0068.See file dsdata.txt to determine how the superseded data were derived.
 CV0068
 CV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR410793(NAD 83)
 CV0068_MARKER: DB = BENCH MARK DISK
 CV0068_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0068_SP_SET: 9 FT.
 CV0068_STAMPING: P 1125 1958
 CV0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0068+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 CV0068
 CV0068  HISTORY     - Date     Condition        Report By
 CV0068  HISTORY     - 1958     MONUMENTED       CGS
 CV0068  HISTORY     - 20030801 GOOD             TXDOT
 CV0068
 CV0068                          STATION DESCRIPTION
 CV0068
 CV0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0068'6.4 MI E FROM ANDREWS.
 CV0068'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0068'COURTHOUSE AT ANDREWS, THENCE 6.3 MILES EAST ALONG STATE HIGHWAY 176,
 CV0068'59 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 380 FEET WEST OF THE
 CV0068'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 1 1/2 FEET
 CV0068'NORTH OF THE SOUTH RIGHT OF WAY FENCE, 2 FEET EAST OF A WHITE WOODEN
 CV0068'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE
 CV0068'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 9
 CV0068'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
 CV0068
 CV0068                          STATION RECOVERY (2003)
 CV0068
 CV0068'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0068'THE MARK IS 380 FEET WEST OF THE CENTER OF THE INTERSECTION OF PAVED
 CV0068'ANDREWS COUNTY ROAD SE1000 AND STATE HIGHWAY 176.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0088 ***********************************************************************
 CV0088  DESIGNATION -  P 1126
 CV0088  PID         -  CV0088
 CV0088  STATE/COUNTY-  TX/MIDLAND
 CV0088  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0088
 CV0088                         *CURRENT SURVEY CONTROL
 CV0088  ___________________________________________________________________
 CV0088* NAD 83(1986)-  32 04 30.     (N)    102 05 20.     (W)     SCALED    
 CV0088* NAVD 88     -       856.155  (meters)    2808.90   (feet)  ADJUSTED  
 CV0088  ___________________________________________________________________
 CV0088  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CV0088  DYNAMIC HT  -         854.951 (meters)    2804.95  (feet)  COMP
 CV0088  MODELED GRAV-     979,204.9   (mgal)                       NAVD 88
 CV0088
 CV0088  VERT ORDER  -  SECOND    CLASS 0
 CV0088
 CV0088.The horizontal coordinates were scaled from a topographic map and have
 CV0088.an estimated accuracy of +/- 6 seconds.
 CV0088
 CV0088.The orthometric height was determined by differential leveling
 CV0088.and adjusted by the National Geodetic Survey in June 1991..
 CV0088
 CV0088.The geoid height was determined by GEOID03.
 CV0088
 CV0088.The dynamic height is computed by dividing the NAVD 88
 CV0088.geopotential number by the normal gravity value computed on the
 CV0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0088.degrees latitude (g = 980.6199 gals.).
 CV0088
 CV0088.The modeled gravity was interpolated from observed gravity values.
 CV0088
 CV0088;                    North         East    Units  Estimated Accuracy
 CV0088;SPC TX C     - 3,268,300.      534,250.      MT  (+/- 180 meters Scaled)
 CV0088
 CV0088                          SUPERSEDED SURVEY CONTROL
 CV0088
 CV0088  NGVD 29 (??/??/92)  855.784  (m)         2807.68   (f) ADJ UNCH    2 0
 CV0088
 CV0088.Superseded values are not recommended for survey control.
 CV0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0088.See file dsdata.txt to determine how the superseded data were derived.
 CV0088
 CV0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR747524(NAD 83)
 CV0088_MARKER: DB = BENCH MARK DISK
 CV0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0088_STAMPING: P 1126 1958
 CV0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0088+STABILITY: SURFACE MOTION
 CV0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0088+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2001
 CV0088
 CV0088  HISTORY     - Date     Condition        Report By
 CV0088  HISTORY     - 1958     MONUMENTED       CGS
 CV0088  HISTORY     - 20010217 GOOD             USPSQD
 CV0088  HISTORY     - 20010222 GOOD             TXDOT
 CV0088
 CV0088                          STATION DESCRIPTION
 CV0088
 CV0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0088'5.5 MI NW FROM MIDLAND.
 CV0088'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0088'MIDLAND, THENCE 5.4 MILES NORTHWEST ALONG STATE HIGHWAY 349, 71 FEET
 CV0088'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET SOUTHEAST OF A
 CV0088'TELEPHONE POLE, 1 1/2 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY
 CV0088'FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CV0088'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CV0088
 CV0088                          STATION RECOVERY (2001)
 CV0088
 CV0088'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CV0088'RECOVERED IN GOOD CONDITION.
 CV0088
 CV0088                          STATION RECOVERY (2001)
 CV0088
 CV0088'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 CV0088'TELEPHONE POLES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0116 ***********************************************************************
 CV0116  DESIGNATION -  P 1127
 CV0116  PID         -  CV0116
 CV0116  STATE/COUNTY-  TX/MARTIN
 CV0116  USGS QUAD   -  SCHARBAUER RANCH (1966)
 CV0116
 CV0116                         *CURRENT SURVEY CONTROL
 CV0116  ___________________________________________________________________
 CV0116* NAD 83(1986)-  32 23 49.     (N)    102 07 32.     (W)     SCALED    
 CV0116* NAVD 88     -       884.398  (meters)    2901.56   (feet)  ADJUSTED  
 CV0116  ___________________________________________________________________
 CV0116  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CV0116  DYNAMIC HT  -         883.168 (meters)    2897.53  (feet)  COMP
 CV0116  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 CV0116
 CV0116  VERT ORDER  -  SECOND    CLASS 0
 CV0116
 CV0116.The horizontal coordinates were scaled from a topographic map and have
 CV0116.an estimated accuracy of +/- 6 seconds.
 CV0116
 CV0116.The orthometric height was determined by differential leveling
 CV0116.and adjusted by the National Geodetic Survey in June 1991..
 CV0116
 CV0116.The geoid height was determined by GEOID03.
 CV0116
 CV0116.The dynamic height is computed by dividing the NAVD 88
 CV0116.geopotential number by the normal gravity value computed on the
 CV0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0116.degrees latitude (g = 980.6199 gals.).
 CV0116
 CV0116.The modeled gravity was interpolated from observed gravity values.
 CV0116
 CV0116;                    North         East    Units  Estimated Accuracy
 CV0116;SPC TXNC     - 2,086,870.      258,980.      MT  (+/- 180 meters Scaled)
 CV0116
 CV0116                          SUPERSEDED SURVEY CONTROL
 CV0116
 CV0116  NGVD 29 (??/??/92)  884.048  (m)         2900.41   (f) ADJ UNCH    2 0
 CV0116
 CV0116.Superseded values are not recommended for survey control.
 CV0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0116.See file dsdata.txt to determine how the superseded data were derived.
 CV0116
 CV0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR703880(NAD 83)
 CV0116_MARKER: DB = BENCH MARK DISK
 CV0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0116_STAMPING: P 1127 1958
 CV0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0116+STABILITY: SURFACE MOTION
 CV0116
 CV0116  HISTORY     - Date     Condition        Report By
 CV0116  HISTORY     - 1958     MONUMENTED       CGS
 CV0116  HISTORY     - 20030106 POOR             TXDOT
 CV0116
 CV0116                          STATION DESCRIPTION
 CV0116
 CV0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0116'25.8 MI SW FROM LAMESA.
 CV0116'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0116'AT LAMESA, THENCE 25.3 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 58
 CV0116'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF
 CV0116'THE NORTHWEST RIGHT OF WAY FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN
 CV0116'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0116'CONCRETE POST PROJECTING 8 INCHES.
 CV0116
 CV0116                          STATION RECOVERY (2003)
 CV0116
 CV0116'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0116'DISK STILL INTACT, CONCRETE POST SEVERELY DISTURBED, LEANING NORTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0714 ***********************************************************************
 CU0714  DESIGNATION -  P 1128
 CU0714  PID         -  CU0714
 CU0714  STATE/COUNTY-  TX/DAWSON
 CU0714  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0714
 CU0714                         *CURRENT SURVEY CONTROL
 CU0714  ___________________________________________________________________
 CU0714* NAD 83(1986)-  32 39 18.     (N)    101 58 32.     (W)     SCALED    
 CU0714* NAVD 88     -       895.895  (meters)    2939.28   (feet)  ADJUSTED  
 CU0714  ___________________________________________________________________
 CU0714  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CU0714  DYNAMIC HT  -         894.698 (meters)    2935.36  (feet)  COMP
 CU0714  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 CU0714
 CU0714  VERT ORDER  -  SECOND    CLASS 0
 CU0714
 CU0714.The horizontal coordinates were scaled from a topographic map and have
 CU0714.an estimated accuracy of +/- 6 seconds.
 CU0714
 CU0714.The orthometric height was determined by differential leveling
 CU0714.and adjusted by the National Geodetic Survey in June 1991..
 CU0714
 CU0714.The geoid height was determined by GEOID03.
 CU0714
 CU0714.The dynamic height is computed by dividing the NAVD 88
 CU0714.geopotential number by the normal gravity value computed on the
 CU0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0714.degrees latitude (g = 980.6199 gals.).
 CU0714
 CU0714.The modeled gravity was interpolated from observed gravity values.
 CU0714
 CU0714;                    North         East    Units  Estimated Accuracy
 CU0714;SPC TXNC     - 2,114,990.      274,030.      MT  (+/- 180 meters Scaled)
 CU0714
 CU0714                          SUPERSEDED SURVEY CONTROL
 CU0714
 CU0714  NGVD 29 (??/??/92)  895.570  (m)         2938.22   (f) ADJ UNCH    2 0
 CU0714
 CU0714.Superseded values are not recommended for survey control.
 CU0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0714.See file dsdata.txt to determine how the superseded data were derived.
 CU0714
 CU0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB209169(NAD 83)
 CU0714_MARKER: DB = BENCH MARK DISK
 CU0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0714_STAMPING: P 1128 1958
 CU0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0714+STABILITY: SURFACE MOTION
 CU0714
 CU0714  HISTORY     - Date     Condition        Report By
 CU0714  HISTORY     - 1958     MONUMENTED       CGS
 CU0714  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0714
 CU0714                          STATION DESCRIPTION
 CU0714
 CU0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CU0714'6.1 MI SW FROM LAMESA.
 CU0714'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CU0714'AT LAMESA, THENCE 5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 44 FEET
 CU0714'EAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTHWEST OF A
 CU0714'TELEPHONE POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 CU0714'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 9
 CU0714'INCHES.  NOTE-- ROAD CONSTR. IN AREA.
 CU0714
 CU0714                          STATION RECOVERY (1970)
 CU0714
 CU0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1192 ***********************************************************************
 FL1192  DESIGNATION -  P 1129
 FL1192  PID         -  FL1192
 FL1192  STATE/COUNTY-  TX/CARSON
 FL1192  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1192
 FL1192                         *CURRENT SURVEY CONTROL
 FL1192  ___________________________________________________________________
 FL1192* NAD 83(1986)-  35 18 10.     (N)    101 32 25.     (W)     SCALED    
 FL1192* NAVD 88     -      1076.328  (meters)    3531.25   (feet)  ADJUSTED  
 FL1192  ___________________________________________________________________
 FL1192  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1192  DYNAMIC HT  -        1075.052 (meters)    3527.07  (feet)  COMP
 FL1192  MODELED GRAV-     979,411.0   (mgal)                       NAVD 88
 FL1192
 FL1192  VERT ORDER  -  SECOND    CLASS II
 FL1192
 FL1192.The horizontal coordinates were scaled from a topographic map and have
 FL1192.an estimated accuracy of +/- 6 seconds.
 FL1192
 FL1192.The orthometric height was determined by differential leveling
 FL1192.and adjusted by the National Geodetic Survey in June 1991..
 FL1192
 FL1192.The geoid height was determined by GEOID03.
 FL1192
 FL1192.The dynamic height is computed by dividing the NAVD 88
 FL1192.geopotential number by the normal gravity value computed on the
 FL1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1192.degrees latitude (g = 980.6199 gals.).
 FL1192
 FL1192.The modeled gravity was interpolated from observed gravity values.
 FL1192
 FL1192;                    North         East    Units  Estimated Accuracy
 FL1192;SPC TX N     - 1,144,530.      196,340.      MT  (+/- 180 meters Scaled)
 FL1192
 FL1192                          SUPERSEDED SURVEY CONTROL
 FL1192
 FL1192  NGVD 29 (??/??/92) 1075.826  (m)         3529.61   (f) ADJ UNCH    2 2
 FL1192
 FL1192.Superseded values are not recommended for survey control.
 FL1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1192.See file dsdata.txt to determine how the superseded data were derived.
 FL1192
 FL1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE690095(NAD 83)
 FL1192_MARKER: DB = BENCH MARK DISK
 FL1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1192_STAMPING: P 1129 1974
 FL1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1192+STABILITY: SURFACE MOTION
 FL1192
 FL1192  HISTORY     - Date     Condition        Report By
 FL1192  HISTORY     - 1974     MONUMENTED       NGS
 FL1192
 FL1192                          STATION DESCRIPTION
 FL1192
 FL1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1192'10 MI WNW FROM PANHANDLE.
 FL1192'FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 207, WHICH
 FL1192'IS LOCATED ON THE WEST EDGE OF PANHANDLE, GO WEST ON U.S. HWY. 60 FOR
 FL1192'9.5 MILES TO THE INTERSECTION OF FARM ROAD 2373.  TURN RIGHT CROSSING
 FL1192'RAILROAD TRACKS AND GO NORTH ON FARM ROAD 2373 FOR 1.1 MILES TO MARK
 FL1192'ON THE LEFT.  AT T FENCE-CORNER.  STANDARD BENCH MARK DISK, SET IN THE
 FL1192'TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS
 FL1192'STAMPED P 1129 1974.  IT IS 58 FEET WEST OF THE CENTER-LINE OF FARM
 FL1192'ROAD 2373, 6 FEET SOUTHEAST OF THE NORTHEAST SUPPORT UP-RIGHT OF A
 FL1192'LARGE BILL-BOARD SIGN READING U.S.  ATOMIC ENERGY COMMISSION-PANTEX
 FL1192'PLANT, 3 FEET NORTH OF A T FENCE-CORNER POST WITH WITNESS SIGN AND
 FL1192'1-FOOT EAST OF THE FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0588 ***********************************************************************
 DO0588  DESIGNATION -  P 113
 DO0588  PID         -  DO0588
 DO0588  STATE/COUNTY-  TX/FOARD
 DO0588  USGS QUAD   -  CROWELL (1966)
 DO0588
 DO0588                         *CURRENT SURVEY CONTROL
 DO0588  ___________________________________________________________________
 DO0588* NAD 83(1986)-  33 59 54.     (N)    099 42 05.     (W)     SCALED    
 DO0588* NAVD 88     -       449.411  (meters)    1474.44   (feet)  ADJUSTED  
 DO0588  ___________________________________________________________________
 DO0588  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DO0588  DYNAMIC HT  -         448.895 (meters)    1472.75  (feet)  COMP
 DO0588  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 DO0588
 DO0588  VERT ORDER  -  FIRST     CLASS II
 DO0588
 DO0588.The horizontal coordinates were scaled from a topographic map and have
 DO0588.an estimated accuracy of +/- 6 seconds.
 DO0588
 DO0588.The orthometric height was determined by differential leveling
 DO0588.and adjusted by the National Geodetic Survey in June 1991..
 DO0588
 DO0588.The geoid height was determined by GEOID03.
 DO0588
 DO0588.The dynamic height is computed by dividing the NAVD 88
 DO0588.geopotential number by the normal gravity value computed on the
 DO0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0588.degrees latitude (g = 980.6199 gals.).
 DO0588
 DO0588.The modeled gravity was interpolated from observed gravity values.
 DO0588
 DO0588;                    North         East    Units  Estimated Accuracy
 DO0588;SPC TXNC     - 2,259,210.      489,010.      MT  (+/- 180 meters Scaled)
 DO0588
 DO0588                          SUPERSEDED SURVEY CONTROL
 DO0588
 DO0588  NGVD 29 (??/??/92)  449.252  (m)         1473.92   (f) ADJ UNCH    1 2
 DO0588
 DO0588.Superseded values are not recommended for survey control.
 DO0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0588.See file dsdata.txt to determine how the superseded data were derived.
 DO0588
 DO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC352621(NAD 83)
 DO0588_MARKER: DD = SURVEY DISK
 DO0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0588_STAMPING: 1473.921 P 113 1933
 DO0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0588+STABILITY: SURFACE MOTION
 DO0588
 DO0588  HISTORY     - Date     Condition        Report By
 DO0588  HISTORY     - 1933     MONUMENTED       USGS
 DO0588  HISTORY     - 1958     GOOD             NGS
 DO0588
 DO0588                          STATION DESCRIPTION
 DO0588
 DO0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0588'2.1 MI N FROM CROWELL.
 DO0588'2.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM CROWELL,
 DO0588'FOARD COUNTY, AT MILEAGE 519.4, 200 FEET NORTH OF A ROAD CROSSING, AND
 DO0588'42 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 DO0588'1473.921 P 113 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1116 ***********************************************************************
 FL1116  DESIGNATION -  P 1131
 FL1116  PID         -  FL1116
 FL1116  STATE/COUNTY-  TX/RANDALL
 FL1116  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1116
 FL1116                         *CURRENT SURVEY CONTROL
 FL1116  ___________________________________________________________________
 FL1116* NAD 83(1986)-  35 02 02.     (N)    101 53 47.     (W)     SCALED    
 FL1116* NAVD 88     -      1095.538  (meters)    3594.28   (feet)  ADJUSTED  
 FL1116  ___________________________________________________________________
 FL1116  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1116  DYNAMIC HT  -        1094.218 (meters)    3589.95  (feet)  COMP
 FL1116  MODELED GRAV-     979,391.5   (mgal)                       NAVD 88
 FL1116
 FL1116  VERT ORDER  -  FIRST     CLASS II
 FL1116
 FL1116.The horizontal coordinates were scaled from a topographic map and have
 FL1116.an estimated accuracy of +/- 6 seconds.
 FL1116
 FL1116.The orthometric height was determined by differential leveling
 FL1116.and adjusted by the National Geodetic Survey in June 1991..
 FL1116
 FL1116.The geoid height was determined by GEOID03.
 FL1116
 FL1116.The dynamic height is computed by dividing the NAVD 88
 FL1116.geopotential number by the normal gravity value computed on the
 FL1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1116.degrees latitude (g = 980.6199 gals.).
 FL1116
 FL1116.The modeled gravity was interpolated from observed gravity values.
 FL1116
 FL1116;                    North         East    Units  Estimated Accuracy
 FL1116;SPC TX N     - 1,114,770.      163,830.      MT  (+/- 180 meters Scaled)
 FL1116
 FL1116                          SUPERSEDED SURVEY CONTROL
 FL1116
 FL1116  NGVD 29 (??/??/92) 1095.052  (m)         3592.68   (f) ADJ UNCH    1 2
 FL1116
 FL1116.Superseded values are not recommended for survey control.
 FL1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1116.See file dsdata.txt to determine how the superseded data were derived.
 FL1116
 FL1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD357806(NAD 83)
 FL1116_MARKER: DB = BENCH MARK DISK
 FL1116_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FL1116_STAMPING: P 1131 1958
 FL1116_MARK LOGO: CGS   
 FL1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1116+STABILITY: SURFACE MOTION
 FL1116
 FL1116  HISTORY     - Date     Condition        Report By
 FL1116  HISTORY     - 1958     MONUMENTED       CGS
 FL1116  HISTORY     - 1984     GOOD             NGS
 FL1116
 FL1116                          STATION DESCRIPTION
 FL1116
 FL1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1116'4.65 MI NE FROM CANYON.
 FL1116'ABOUT 4.65 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL1116'FROM THE STATION AT CANYON, 9 1/2 TELEPHONE POLES NORTH OF MILE POST
 FL1116'566, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A BRIDGE, 6
 FL1116'FEET WEST OF THE NEAR RAIL OF THE MAIN TRACK, AND 2 FEET BELOW THE
 FL1116'TRACK.
 FL1116
 FL1116                          STATION RECOVERY (1984)
 FL1116
 FL1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0447 ***********************************************************************
 AV0447  DESIGNATION -  P 1134
 AV0447  PID         -  AV0447
 AV0447  STATE/COUNTY-  TX/JEFFERSON
 AV0447  USGS QUAD   -  TEXAS POINT (1993)
 AV0447
 AV0447                         *CURRENT SURVEY CONTROL
 AV0447  ___________________________________________________________________
 AV0447* NAD 83(1986)-  29 43 43.     (N)    093 52 20.     (W)     SCALED    
 AV0447* NAVD 88     -         3.23   (+/-2cm)      10.6    (feet)  VERTCON   
 AV0447  ___________________________________________________________________
 AV0447  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AV0447
 AV0447  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0447
 AV0447.The horizontal coordinates were scaled from a topographic map and have
 AV0447.an estimated accuracy of +/- 6 seconds.
 AV0447
 AV0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0447.The vertical order pertains to the NGVD 29 superseded value.
 AV0447
 AV0447.The geoid height was determined by GEOID03.
 AV0447
 AV0447;                    North         East    Units  Estimated Accuracy
 AV0447;SPC TXSC     - 4,220,920.    1,095,890.      MT  (+/- 180 meters Scaled)
 AV0447
 AV0447                          SUPERSEDED SURVEY CONTROL
 AV0447
 AV0447  NGVD 29 (??/??/??)    3.225  (m)           10.58   (f) ADJUSTED    1 2
 AV0447
 AV0447.Superseded values are not recommended for survey control.
 AV0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0447.See file dsdata.txt to determine how the superseded data were derived.
 AV0447
 AV0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN156890(NAD 83)
 AV0447_MARKER: DB = BENCH MARK DISK
 AV0447_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AV0447_SP_SET: 64 FEET
 AV0447_STAMPING: P 1134 1958
 AV0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0447
 AV0447  HISTORY     - Date     Condition        Report By
 AV0447  HISTORY     - 1958     MONUMENTED       CGS
 AV0447  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0447  HISTORY     - 19880921 MARK NOT FOUND   USPSQD
 AV0447  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AV0447  HISTORY     - 20050316 MARK NOT FOUND   USPSQD
 AV0447
 AV0447                          STATION DESCRIPTION
 AV0447
 AV0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0447'2.0 MI SE FROM SABINE PASS.
 AV0447'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0447'MONUMENT AT SABINE PASS, THENCE ABOUT 1.45 MILES SOUTHEAST ALONG AN
 AV0447'OILED ROAD, AT THE COAST GUARD STATION, 375 FEET NORTHEAST OF THE
 AV0447'CENTER LINE OF THE ROAD, 42 FEET SOUTH-SOUTHWEST OF THE WEST CORNER OF
 AV0447'THE HEADQUARTERS BUILDING, 1 1/2 FEET SOUTHWEST OF THE CONCRETE BASE
 AV0447'OF THE FLAG POLE, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH
 AV0447'IS DRIVEN TO A DEPTH OF 64 FEET AND IS ENCASED IN A 6-INCH TILE
 AV0447'PROJECTING 3 INCHES.
 AV0447
 AV0447                          STATION RECOVERY (1987)
 AV0447
 AV0447'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0447'MARK NOT FOUND.
 AV0447
 AV0447                          STATION RECOVERY (1988)
 AV0447
 AV0447'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AV0447'MARK NOT FOUND.
 AV0447
 AV0447                          STATION RECOVERY (1990)
 AV0447
 AV0447'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBW)
 AV0447'MARK NOT FOUND.
 AV0447
 AV0447                          STATION RECOVERY (2005)
 AV0447
 AV0447'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0271 ***********************************************************************
 BL0271  DESIGNATION -  P 1135
 BL0271  PID         -  BL0271
 BL0271  STATE/COUNTY-  TX/JEFFERSON
 BL0271  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0271
 BL0271                         *CURRENT SURVEY CONTROL
 BL0271  ___________________________________________________________________
 BL0271* NAD 83(1986)-  30 03 53.     (N)    094 07 12.     (W)     SCALED    
 BL0271* NAVD 88     -         5.70   (+/-2cm)      18.7    (feet)  VERTCON   
 BL0271  ___________________________________________________________________
 BL0271  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0271
 BL0271  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0271
 BL0271.The horizontal coordinates were scaled from a topographic map and have
 BL0271.an estimated accuracy of +/- 6 seconds.
 BL0271
 BL0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0271.The vertical order pertains to the NGVD 29 superseded value.
 BL0271
 BL0271.The geoid height was determined by GEOID03.
 BL0271
 BL0271;                    North         East    Units  Estimated Accuracy
 BL0271;SPC TXSC     - 4,257,120.    1,070,380.      MT  (+/- 180 meters Scaled)
 BL0271
 BL0271                          SUPERSEDED SURVEY CONTROL
 BL0271
 BL0271  NGVD 29 (??/??/92)    5.703  (m)           18.71   (f) ADJ UNCH    1 2
 BL0271
 BL0271.Superseded values are not recommended for survey control.
 BL0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0271.See file dsdata.txt to determine how the superseded data were derived.
 BL0271
 BL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP920264(NAD 83)
 BL0271_MARKER: DB = BENCH MARK DISK
 BL0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0271_SP_SET: CONCRETE BASE
 BL0271_STAMPING: P 1135 1958
 BL0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0271+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 BL0271
 BL0271  HISTORY     - Date     Condition        Report By
 BL0271  HISTORY     - 1958     MONUMENTED       CGS
 BL0271  HISTORY     - 19890221 GOOD             USPSQD
 BL0271  HISTORY     - 19940906 GOOD             USPSQD
 BL0271  HISTORY     - 20010119 GOOD             USPSQD
 BL0271  HISTORY     - 20010331 GOOD             NGS
 BL0271  HISTORY     - 20010331 GOOD             NGS
 BL0271  HISTORY     - 20031110 GOOD             USPSQD
 BL0271  HISTORY     - 20040404 GOOD             USPSQD
 BL0271  HISTORY     - 20051006 GOOD             USPSQD
 BL0271
 BL0271                          STATION DESCRIPTION
 BL0271
 BL0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BL0271'1.8 MI SW FROM BEAUMONT.
 BL0271'0.5 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0271'STATION AT BEAUMONT, THENCE ABOUT 0.3 MILE SOUTH ALONG THE TEXAS AND
 BL0271'NEW ORLEANS RAILROAD, THENCE  ABOUT 1.0 MILE SOUTHWEST ALONG THE GULF,
 BL0271'COLORADO AND SANTA FE RAILROAD, ABOUT 0.35 MILE NORTHEAST OF MILEPOST
 BL0271'75, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE BASE OF THE KRIC
 BL0271'RADIO TOWER WHICH IS ABOUT 400 FEET HIGH, 300 FEET SOUTHEAST OF THE
 BL0271'SOUTHEAST RAIL, 79 FEET NORTH OF THE NORTHWEST CORNER OF KRIC RADIO
 BL0271'STATION BUILDING, AND ABOUT 2 FEET ABOVE THE GROUND.
 BL0271
 BL0271                          STATION RECOVERY (1989)
 BL0271
 BL0271'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0271'RECOVERED IN GOOD CONDITION.
 BL0271
 BL0271                          STATION RECOVERY (1994)
 BL0271
 BL0271'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0271'RECOVERED IN GOOD CONDITION.
 BL0271
 BL0271                          STATION RECOVERY (2001)
 BL0271
 BL0271'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL0271'RECOVERED IN GOOD CONDITION.
 BL0271
 BL0271                          STATION RECOVERY (2001)
 BL0271
 BL0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0271'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0271
 BL0271                          STATION RECOVERY (2001)
 BL0271
 BL0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0271'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0271
 BL0271                          STATION RECOVERY (2003)
 BL0271
 BL0271'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0271'RECOVERED IN GOOD CONDITION.
 BL0271
 BL0271                          STATION RECOVERY (2004)
 BL0271
 BL0271'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BL0271'NOT SURE THIS IS AN ACTIVE RADIO STATION AT THIS TIME, REASON BEING
 BL0271'THE BUILDING IS IN DIRE NEED OF REPAIR AND SURROUNDING GROUNDS ARE
 BL0271'OVER GROWN WITH WEEDS.
 BL0271
 BL0271                          STATION RECOVERY (2005)
 BL0271
 BL0271'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BL0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1417 ***********************************************************************
 AW1417  DESIGNATION -  P 1136
 AW1417  PID         -  AW1417
 AW1417  STATE/COUNTY-  TX/CHAMBERS
 AW1417  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1417
 AW1417                         *CURRENT SURVEY CONTROL
 AW1417  ___________________________________________________________________
 AW1417* NAD 83(1986)-  29 39 33.     (N)    094 32 50.     (W)     SCALED    
 AW1417* NAVD 88     -         2.52   (+/-2cm)       8.3    (feet)  VERTCON   
 AW1417  ___________________________________________________________________
 AW1417  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1417
 AW1417  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1417
 AW1417.The horizontal coordinates were scaled from a topographic map and have
 AW1417.an estimated accuracy of +/- 6 seconds.
 AW1417
 AW1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1417.The vertical order pertains to the NGVD 29 superseded value.
 AW1417
 AW1417.The geoid height was determined by GEOID03.
 AW1417
 AW1417;                    North         East    Units  Estimated Accuracy
 AW1417;SPC TXSC     - 4,210,560.    1,030,940.      MT  (+/- 180 meters Scaled)
 AW1417
 AW1417                          SUPERSEDED SURVEY CONTROL
 AW1417
 AW1417  NGVD 29 (??/??/92)    2.523  (m)            8.28   (f) ADJ UNCH    1 2
 AW1417
 AW1417.Superseded values are not recommended for survey control.
 AW1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1417.See file dsdata.txt to determine how the superseded data were derived.
 AW1417
 AW1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN502820(NAD 83)
 AW1417_MARKER: DB = BENCH MARK DISK
 AW1417_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1417_SP_SET: 48 FEET
 AW1417_STAMPING: P 1136 1959
 AW1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1417
 AW1417  HISTORY     - Date     Condition        Report By
 AW1417  HISTORY     - 1959     MONUMENTED       CGS
 AW1417  HISTORY     - 1978     GOOD             NGS
 AW1417  HISTORY     - 19890413 MARK NOT FOUND   USPSQD
 AW1417  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW1417  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1417  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1417  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW1417
 AW1417                          STATION DESCRIPTION
 AW1417
 AW1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1417'15.9 MI SE FROM ANAHUAC.
 AW1417'ABOUT 0.1 MILE EAST ALONG MILLER STREET FROM THE COURTHOUSE AT
 AW1417'ANAHUAC, THENCE ABOUT 7.4 MILES SOUTH ALONG FARM ROAD 564, THENCE
 AW1417'ABOUT 3.1 MILES EAST ALONG A PAVED ROAD, THENCE ABOUT 1.0 MILE
 AW1417'SOUTHEAST ALONG FARM ROAD 562, THENCE ABOUT 4.3 MILES EAST ALONG FARM
 AW1417'ROAD 1985, 238 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET
 AW1417'NORTHEAST OF THE SOUTHEAST CORNER OF A SHEET METAL SHED, AND ON THE
 AW1417'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48
 AW1417'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 AW1417
 AW1417                          STATION RECOVERY (1978)
 AW1417
 AW1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1417'RECOVERED IN GOOD CONDITION.
 AW1417
 AW1417                          STATION RECOVERY (1989)
 AW1417
 AW1417'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 AW1417'MARK NOT FOUND.
 AW1417
 AW1417                          STATION RECOVERY (1997)
 AW1417
 AW1417'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1417'MARK NOT FOUND.
 AW1417
 AW1417                          STATION RECOVERY (2001)
 AW1417
 AW1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1417
 AW1417                          STATION RECOVERY (2004)
 AW1417
 AW1417'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1417'MARK NOT FOUND.
 AW1417
 AW1417                          STATION RECOVERY (2005)
 AW1417
 AW1417'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0632 ***********************************************************************
 AW0632  DESIGNATION -  P 1137
 AW0632  PID         -  AW0632
 AW0632  STATE/COUNTY-  TX/GALVESTON
 AW0632  USGS QUAD   -  LAKE COMO (1994)
 AW0632
 AW0632                         *CURRENT SURVEY CONTROL
 AW0632  ___________________________________________________________________
 AW0632* NAD 83(1986)-  29 10 23.     (N)    094 59 20.     (W)     SCALED    
 AW0632* NAVD 88     -         3.803  (meters)      12.48   (feet)  ADJUSTED  
 AW0632  ___________________________________________________________________
 AW0632  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW0632  DYNAMIC HT  -           3.798 (meters)      12.46  (feet)  COMP
 AW0632  MODELED GRAV-     979,250.9   (mgal)                       NAVD 88
 AW0632
 AW0632  VERT ORDER  -  FIRST     CLASS I
 AW0632
 AW0632.The horizontal coordinates were scaled from a topographic map and have
 AW0632.an estimated accuracy of +/- 6 seconds.
 AW0632
 AW0632.The orthometric height was determined by differential leveling
 AW0632.and adjusted by the National Geodetic Survey in June 1991..
 AW0632
 AW0632.The geoid height was determined by GEOID03.
 AW0632
 AW0632.The dynamic height is computed by dividing the NAVD 88
 AW0632.geopotential number by the normal gravity value computed on the
 AW0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0632.degrees latitude (g = 980.6199 gals.).
 AW0632
 AW0632.The modeled gravity was interpolated from observed gravity values.
 AW0632
 AW0632;                    North         East    Units  Estimated Accuracy
 AW0632;SPC TXSC     - 4,155,170.      990,060.      MT  (+/- 180 meters Scaled)
 AW0632
 AW0632                          SUPERSEDED SURVEY CONTROL
 AW0632
 AW0632  NGVD 29 (12/23/87)    3.800  (m)           12.47   (f) ADJUSTED    1 1
 AW0632
 AW0632.Superseded values are not recommended for survey control.
 AW0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0632.See file dsdata.txt to determine how the superseded data were derived.
 AW0632
 AW0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN065287(NAD 83)
 AW0632_MARKER: DB = BENCH MARK DISK
 AW0632_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0632_SP_SET: CULVERT HEADWALL
 AW0632_STAMPING: P 1137 1958
 AW0632_MARK LOGO: CGS   
 AW0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0632+STABILITY: SURFACE MOTION
 AW0632
 AW0632  HISTORY     - Date     Condition        Report By
 AW0632  HISTORY     - 1958     MONUMENTED       CGS
 AW0632  HISTORY     - 1964     GOOD             NGS
 AW0632  HISTORY     - 1977     GOOD             NGS
 AW0632  HISTORY     - 1978     GOOD             NGS
 AW0632  HISTORY     - 1987     GOOD             USPSQD
 AW0632  HISTORY     - 1987     GOOD             USPSQD
 AW0632  HISTORY     - 1987     GOOD             NGS
 AW0632  HISTORY     - 1988     GOOD             USPSQD
 AW0632  HISTORY     - 1988     GOOD             USPSQD
 AW0632  HISTORY     - 1988     GOOD             USPSQD
 AW0632  HISTORY     - 1989     GOOD             USPSQD
 AW0632  HISTORY     - 19940915 MARK NOT FOUND   USPSQD
 AW0632  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW0632  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW0632
 AW0632                          STATION DESCRIPTION
 AW0632
 AW0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0632'16.35 MI SW FROM GALVESTON.
 AW0632'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM MOODY CENTER
 AW0632'AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4
 AW0632'MILE NORTHWEST ALONG A PAVED ROAD, THENCE 9.6 MILES SOUTHWEST ALONG
 AW0632'STEWART ROAD, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN
 AW0632'THE CENTER OF THE TOP OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 AW0632'CONCRETE BOX CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AW0632
 AW0632                          STATION RECOVERY (1977)
 AW0632
 AW0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW0632'RECOVERED IN GOOD CONDITION.
 AW0632
 AW0632                          STATION RECOVERY (1978)
 AW0632
 AW0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0632'RECOVERED IN GOOD CONDITION.
 AW0632
 AW0632                          STATION RECOVERY (1987)
 AW0632
 AW0632'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0632'RECOVERED IN GOOD CONDITION.
 AW0632
 AW0632                          STATION RECOVERY (1987)
 AW0632
 AW0632'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGS)
 AW0632'RECOVERED IN GOOD CONDITION.
 AW0632
 AW0632                          STATION RECOVERY (1987)
 AW0632
 AW0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0632'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--1.9 KM
 AW0632'(1.2 MI) SOUTHEAST OF THE INTERSECTION OF BUCCANEER DRIVE.
 AW0632
 AW0632                          STATION RECOVERY (1988)
 AW0632
 AW0632'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0632'RECOVERED IN GOOD CONDITION.
 AW0632
 AW0632                          STATION RECOVERY (1988)
 AW0632
 AW0632'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0632'RECOVERED IN GOOD CONDITION.
 AW0632
 AW0632                          STATION RECOVERY (1988)
 AW0632
 AW0632'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0632'RECOVERED IN GOOD CONDITION.
 AW0632
 AW0632                          STATION RECOVERY (1989)
 AW0632
 AW0632'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0632'RECOVERED IN GOOD CONDITION.
 AW0632
 AW0632                          STATION RECOVERY (1994)
 AW0632
 AW0632'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0632'MARK NOT FOUND.
 AW0632
 AW0632                          STATION RECOVERY (2003)
 AW0632
 AW0632'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW0632'MARK NOT FOUND.
 AW0632
 AW0632                          STATION RECOVERY (2004)
 AW0632
 AW0632'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2997 ***********************************************************************
 AW2997  DESIGNATION -  P 1138
 AW2997  PID         -  AW2997
 AW2997  STATE/COUNTY-  TX/CHAMBERS
 AW2997  USGS QUAD   -  MORGANS POINT (1993)
 AW2997
 AW2997                         *CURRENT SURVEY CONTROL
 AW2997  ___________________________________________________________________
 AW2997* NAD 83(1986)-  29 38 50.     (N)    094 57 53.     (W)     SCALED    
 AW2997* NAVD 88     -         3.50   (+/-2cm)      11.5    (feet)  VERTCON   
 AW2997  ___________________________________________________________________
 AW2997  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW2997
 AW2997  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2997
 AW2997.The horizontal coordinates were scaled from a topographic map and have
 AW2997.an estimated accuracy of +/- 6 seconds.
 AW2997
 AW2997.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2997.The vertical order pertains to the NGVD 29 superseded value.
 AW2997
 AW2997.The geoid height was determined by GEOID03.
 AW2997
 AW2997;                    North         East    Units  Estimated Accuracy
 AW2997;SPC TXSC     - 4,207,770.      990,590.      MT  (+/- 180 meters Scaled)
 AW2997
 AW2997                          SUPERSEDED SURVEY CONTROL
 AW2997
 AW2997  NGVD 29 (??/??/92)    3.496  (m)           11.47   (f) ADJ UNCH    1 2
 AW2997
 AW2997.Superseded values are not recommended for survey control.
 AW2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2997.See file dsdata.txt to determine how the superseded data were derived.
 AW2997
 AW2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN098813(NAD 83)
 AW2997_MARKER: DB = BENCH MARK DISK
 AW2997_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2997_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2997_STAMPING: P 1138 1958
 AW2997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2997
 AW2997  HISTORY     - Date     Condition        Report By
 AW2997  HISTORY     - 1958     MONUMENTED       CGS
 AW2997  HISTORY     - 1964     GOOD             NGS
 AW2997
 AW2997                          STATION DESCRIPTION
 AW2997
 AW2997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2997'2.9 MI SE FROM MORGAN POINT.
 AW2997'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2997'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE 2.75 MILES
 AW2997'SOUTHEAST ALONG THE SOUTHWEST SHORE LINE OF ATKINSON ISLAND, ON THE
 AW2997'CREST OF A SMALL CLAY RISE, 215 FEET SOUTHWEST OF THE CENTER OF A DIRT
 AW2997'LEVEE, 131 FEET NORTHEAST OF THE HIGH WATER LINE, 3.0 FEET SOUTHEAST
 AW2997'OF A METAL WITNESS POST, A DISK ON THE TOP OF A 3-INCH IRON PIPE
 AW2997'PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0186 ***********************************************************************
 BL0186  DESIGNATION -  P 1139
 BL0186  PID         -  BL0186
 BL0186  STATE/COUNTY-  TX/JEFFERSON
 BL0186  USGS QUAD   -  NOME (1984)
 BL0186
 BL0186                         *CURRENT SURVEY CONTROL
 BL0186  ___________________________________________________________________
 BL0186* NAD 83(1986)-  30 02 01.     (N)    094 23 43.     (W)     SCALED    
 BL0186* NAVD 88     -        13.495  (meters)      44.27   (feet)  ADJUSTED  
 BL0186  ___________________________________________________________________
 BL0186  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0186  DYNAMIC HT  -          13.477 (meters)      44.22  (feet)  COMP
 BL0186  MODELED GRAV-     979,303.8   (mgal)                       NAVD 88
 BL0186
 BL0186  VERT ORDER  -  FIRST     CLASS I
 BL0186
 BL0186.The horizontal coordinates were scaled from a topographic map and have
 BL0186.an estimated accuracy of +/- 6 seconds.
 BL0186
 BL0186.The orthometric height was determined by differential leveling
 BL0186.and adjusted by the National Geodetic Survey in June 1991..
 BL0186
 BL0186.The geoid height was determined by GEOID03.
 BL0186
 BL0186.The dynamic height is computed by dividing the NAVD 88
 BL0186.geopotential number by the normal gravity value computed on the
 BL0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0186.degrees latitude (g = 980.6199 gals.).
 BL0186
 BL0186.The modeled gravity was interpolated from observed gravity values.
 BL0186
 BL0186;                    North         East    Units  Estimated Accuracy
 BL0186;SPC TXSC     - 4,252,600.    1,044,000.      MT  (+/- 180 meters Scaled)
 BL0186
 BL0186                          SUPERSEDED SURVEY CONTROL
 BL0186
 BL0186  NGVD 29 (??/??/92)   13.506  (m)           44.31   (f) ADJ UNCH    1 1
 BL0186
 BL0186.Superseded values are not recommended for survey control.
 BL0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0186.See file dsdata.txt to determine how the superseded data were derived.
 BL0186
 BL0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP654233(NAD 83)
 BL0186_MARKER: DB = BENCH MARK DISK
 BL0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0186_STAMPING: P 1139 1959
 BL0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0186+STABILITY: SURFACE MOTION
 BL0186
 BL0186  HISTORY     - Date     Condition        Report By
 BL0186  HISTORY     - 1959     MONUMENTED       CGS
 BL0186  HISTORY     - 1972     GOOD             NGS
 BL0186  HISTORY     - 19870903 GOOD             USPSQD
 BL0186  HISTORY     - 1988     GOOD             USPSQD
 BL0186  HISTORY     - 19900412 GOOD             USPSQD
 BL0186  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 BL0186  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0186  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0186  HISTORY     - 20030310 MARK NOT FOUND   USPSQD
 BL0186
 BL0186                          STATION DESCRIPTION
 BL0186
 BL0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0186'1.8 MI E FROM NOME.
 BL0186'ABOUT 1.8 MILES EAST ALONG US HIGHWAY 90 FROM THE POST OFFICE THENCE
 BL0186'0.35 MILE SOUTH ALONG THE RUNWAY AT THE FARM SERVICE AIRPORT, 85 FEET
 BL0186'WEST OF THE CENTER LINE OF THE RUNWAY, 2 FEET NORTHEAST OF A FENCE
 BL0186'CORNER POST, 0.9 FOOT NORTH OF THE EAST-WEST FENCE LINE, ABOUT 39 FEET
 BL0186'WEST OF THE CENTER OF A SMALL DITCH ALONG THE WEST SIDE OF THE RUNWAY,
 BL0186'1.2 FEET WEST OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE RUNWAY
 BL0186'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 BL0186
 BL0186                          STATION RECOVERY (1987)
 BL0186
 BL0186'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0186'RECOVERED IN GOOD CONDITION.
 BL0186
 BL0186                          STATION RECOVERY (1988)
 BL0186
 BL0186'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0186'RECOVERED IN GOOD CONDITION.
 BL0186
 BL0186                          STATION RECOVERY (1990)
 BL0186
 BL0186'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0186'RECOVERED IN GOOD CONDITION.
 BL0186
 BL0186                          STATION RECOVERY (1994)
 BL0186
 BL0186'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0186'MARK NOT FOUND.
 BL0186
 BL0186                          STATION RECOVERY (2001)
 BL0186
 BL0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0186'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0186
 BL0186                          STATION RECOVERY (2001)
 BL0186
 BL0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0186'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0186
 BL0186                          STATION RECOVERY (2003)
 BL0186
 BL0186'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3129 ***********************************************************************
 AW3129  DESIGNATION -  P 1140
 AW3129  PID         -  AW3129
 AW3129  STATE/COUNTY-  TX/LIBERTY
 AW3129  USGS QUAD   -  WHITES BAYOU (1994)
 AW3129
 AW3129                         *CURRENT SURVEY CONTROL
 AW3129  ___________________________________________________________________
 AW3129* NAD 83(1986)-  29 53 41.     (N)    094 36 42.     (W)     SCALED    
 AW3129* NAVD 88     -        10.48   (+/-2cm)      34.4    (feet)  VERTCON   
 AW3129  ___________________________________________________________________
 AW3129  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW3129  OBS GRAVITY -     979,294.0   (mgal)                       GRAV_OBS
 AW3129
 AW3129  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3129
 AW3129.The horizontal coordinates were scaled from a topographic map and have
 AW3129.an estimated accuracy of +/- 6 seconds.
 AW3129
 AW3129.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3129.The vertical order pertains to the NGVD 29 superseded value.
 AW3129
 AW3129.The geoid height was determined by GEOID03.
 AW3129.The observed gravity was obtained from relative gravimeter ties
 AW3129.to the IGSN71 gravity network.
 AW3129
 AW3129;                    North         East    Units  Estimated Accuracy
 AW3129;SPC TX C     - 3,039,490.    1,252,440.      MT  (+/- 180 meters Scaled)
 AW3129
 AW3129                          SUPERSEDED SURVEY CONTROL
 AW3129
 AW3129  NGVD 29 (??/??/92)   10.483  (m)           34.39   (f) ADJ UNCH    1 2
 AW3129
 AW3129.Superseded values are not recommended for survey control.
 AW3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3129.See file dsdata.txt to determine how the superseded data were derived.
 AW3129
 AW3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP443082(NAD 83)
 AW3129_MARKER: DB = BENCH MARK DISK
 AW3129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3129_SP_SET: CULVERT
 AW3129_STAMPING: P 1140 1959
 AW3129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3129+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3129
 AW3129  HISTORY     - Date     Condition        Report By
 AW3129  HISTORY     - 1959     MONUMENTED       CGS
 AW3129  HISTORY     - 1973     GOOD             NGS
 AW3129  HISTORY     - 20060121 GOOD             USPSQD
 AW3129
 AW3129                          STATION DESCRIPTION
 AW3129
 AW3129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3129'2.55 MI N FROM HANKAMER.
 AW3129'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF
 AW3129'CHRIST AT HANKAMER, AT THE JUNCTION OF A ROAD LEADING EAST, 80 FEET
 AW3129'EAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF THE CENTER
 AW3129'LINE OF THE ROAD LEADING EAST, SET IN THE TOP OF THE EAST END OF THE
 AW3129'NORTH HEADWALL OF A 4-CHANNEL CONCRETE CULVERT UNDER THE ROAD LEADING
 AW3129'EAST, ABOUT LEVEL WITH THE HIGHWAY.
 AW3129
 AW3129                          STATION RECOVERY (2006)
 AW3129
 AW3129'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3129'FOUND AS DESCRIBED. GP IS N29 53 38.7 W094 36 41.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0133 ***********************************************************************
 AH0133  DESIGNATION -  P 1141
 AH0133  PID         -  AH0133
 AH0133  STATE/COUNTY-  TX/SAN PATRICIO
 AH0133  USGS QUAD   -  TAFT (1975)
 AH0133
 AH0133                         *CURRENT SURVEY CONTROL
 AH0133  ___________________________________________________________________
 AH0133* NAD 83(1986)-  27 59 52.     (N)    097 26 03.     (W)     SCALED    
 AH0133* NAVD 88     -        17.174  (meters)      56.34   (feet)  ADJUSTED  
 AH0133  ___________________________________________________________________
 AH0133  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AH0133  DYNAMIC HT  -          17.149 (meters)      56.26  (feet)  COMP
 AH0133  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 AH0133
 AH0133  VERT ORDER  -  FIRST     CLASS I
 AH0133
 AH0133.The horizontal coordinates were scaled from a topographic map and have
 AH0133.an estimated accuracy of +/- 6 seconds.
 AH0133
 AH0133.The orthometric height was determined by differential leveling
 AH0133.and adjusted by the National Geodetic Survey in June 1991..
 AH0133.WARNING-Repeat measurements at this control monument indicate possible
 AH0133.vertical movement.
 AH0133
 AH0133.The geoid height was determined by GEOID03.
 AH0133
 AH0133.The dynamic height is computed by dividing the NAVD 88
 AH0133.geopotential number by the normal gravity value computed on the
 AH0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0133.degrees latitude (g = 980.6199 gals.).
 AH0133
 AH0133.The modeled gravity was interpolated from observed gravity values.
 AH0133
 AH0133;                    North         East    Units  Estimated Accuracy
 AH0133;SPC TX S     - 5,258,720.      404,840.      MT  (+/- 180 meters Scaled)
 AH0133
 AH0133                          SUPERSEDED SURVEY CONTROL
 AH0133
 AH0133  NGVD 29 (??/??/92)   17.350  (m)           56.92   (f) ADJ UNCH    1 1
 AH0133
 AH0133.Superseded values are not recommended for survey control.
 AH0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0133.See file dsdata.txt to determine how the superseded data were derived.
 AH0133
 AH0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR539979(NAD 83)
 AH0133_MARKER: DB = BENCH MARK DISK
 AH0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0133_STAMPING: P 1141 1959
 AH0133_MARK LOGO: CGS   
 AH0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0133+STABILITY: SURFACE MOTION
 AH0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0133+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0133
 AH0133  HISTORY     - Date     Condition        Report By
 AH0133  HISTORY     - 1959     MONUMENTED       CGS
 AH0133  HISTORY     - 1978     GOOD             NGS
 AH0133  HISTORY     - 19950610 GOOD             USPSQD
 AH0133  HISTORY     - 19970203 GOOD             NGS
 AH0133
 AH0133                          STATION DESCRIPTION
 AH0133
 AH0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0133'2.75 MI NW FROM TAFT.
 AH0133'ABOUT 2.75 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0133'FROM THE STATION AT TAFT, 6 FEET NORTHWEST OF MILEPOST 128, 32 FEET
 AH0133'NORTHEAST OF THE NORTHEAST RAIL, 77 FEET SOUTHWEST OF THE CENTER LINE
 AH0133'OF U. S. HIGHWAY 181, 1.4 FEET NORTHWEST OF A CONCRETE WITNESS POST,
 AH0133'ABOUT LEVEL WITH THE HIGHWAY AND TRACKS, AND IN THE TOP OF A CONCRETE
 AH0133'POST PROJECTING 6 INCHES.
 AH0133
 AH0133                          STATION RECOVERY (1978)
 AH0133
 AH0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0133'RECOVERED IN GOOD CONDITION.
 AH0133
 AH0133                          STATION RECOVERY (1995)
 AH0133
 AH0133'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0133'RECOVERED IN GOOD CONDITION.
 AH0133
 AH0133                          STATION RECOVERY (1997)
 AH0133
 AH0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0133'9.8 KM (6.10 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AH0133'JUNCTION OF U.S.  HIGHWAY 77 IN SINTON, 22.7 M (74.5 FT) SOUTHWEST OF
 AH0133'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 10.8 M (35.4
 AH0133'FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 5.8 M
 AH0133'(19.0 FT) NORTH OF RAILROAD MILEPOST 128, 0.5 M (1.6 FT) SOUTHEAST OF
 AH0133'A WITNESS POST, AND 0.3 M (1.0 FT) NORTHWEST OF A CONCRETE POST, AND
 AH0133'THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0292 ***********************************************************************
 DO0292  DESIGNATION -  P 114=1031 USGS
 DO0292  PID         -  DO0292
 DO0292  STATE/COUNTY-  TX/WICHITA
 DO0292  USGS QUAD   -  FOWLKES (1968)
 DO0292
 DO0292                         *CURRENT SURVEY CONTROL
 DO0292  ___________________________________________________________________
 DO0292* NAD 83(1986)-  33 58 16.     (N)    098 46 35.     (W)     SCALED    
 DO0292* NAVD 88     -       314.313  (meters)    1031.21   (feet)  ADJUSTED  
 DO0292  ___________________________________________________________________
 DO0292  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DO0292  DYNAMIC HT  -         313.968 (meters)    1030.08  (feet)  COMP
 DO0292  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 DO0292
 DO0292  VERT ORDER  -  FIRST     CLASS II
 DO0292
 DO0292.The horizontal coordinates were scaled from a topographic map and have
 DO0292.an estimated accuracy of +/- 6 seconds.
 DO0292
 DO0292.The orthometric height was determined by differential leveling
 DO0292.and adjusted by the National Geodetic Survey in June 1991..
 DO0292
 DO0292.The geoid height was determined by GEOID03.
 DO0292
 DO0292.The dynamic height is computed by dividing the NAVD 88
 DO0292.geopotential number by the normal gravity value computed on the
 DO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0292.degrees latitude (g = 980.6199 gals.).
 DO0292
 DO0292.The modeled gravity was interpolated from observed gravity values.
 DO0292
 DO0292;                    North         East    Units  Estimated Accuracy
 DO0292;SPC TXNC     - 2,255,590.      574,460.      MT  (+/- 180 meters Scaled)
 DO0292
 DO0292                          SUPERSEDED SURVEY CONTROL
 DO0292
 DO0292  NGVD 29 (??/??/92)  314.232  (m)         1030.94   (f) ADJ UNCH    1 2
 DO0292
 DO0292.Superseded values are not recommended for survey control.
 DO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0292.See file dsdata.txt to determine how the superseded data were derived.
 DO0292
 DO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC206589(NAD 83)
 DO0292_MARKER: P = PIPE CAP
 DO0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DO0292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DO0292_STAMPING: 1031 P 114 1933
 DO0292_MARK LOGO: USGS  
 DO0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0292
 DO0292  HISTORY     - Date     Condition        Report By
 DO0292  HISTORY     - 1933     MONUMENTED       USGS
 DO0292  HISTORY     - 1957     GOOD             NGS
 DO0292  HISTORY     - 1984     GOOD             NGS
 DO0292  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0292
 DO0292                          STATION DESCRIPTION
 DO0292
 DO0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0292'6.3 MI NW FROM IOWA PARK.
 DO0292'6.3 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0292'IOWA PARK, WICHITA COUNTY, 3/4 MILE WEST OF THE STATION AT BURKE, AT
 DO0292'MILEAGE 131.27, 42 FEET NORTH OF THE TRACK, AND IN A FENCE CORNER.  A
 DO0292'U. S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1031 P 114 1933 AND
 DO0292'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.  NOTE-- THE MARK IS 33
 DO0292'FEET NORTHWEST OF THE CENTERLINE OF A PRIVATE ROAD CROSSING AND PIPE
 DO0292'PROJECTS 18 INCHES.
 DO0292
 DO0292                          STATION RECOVERY (1984)
 DO0292
 DO0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0292'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  27.7 KM (17.2
 DO0292'MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 DO0292'JUNCTION WITH 7TH STREET IN WICHITA FALLS, 0.4 KM (0.25 MI) NORTHWEST
 DO0292'OF MILEPOST 131, 27.9 METERS (91.5 FT) SOUTHWEST OF THE CENTERLINE OF
 DO0292'U.S. HIGHWAY 287, 12.8 METERS (42.0 FT) NORTHEAST OF THE NEAR RAIL,
 DO0292'AND 10.2 METERS (33.5 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD
 DO0292'LEADING SOUTH, AND SET IN THE TOP OF A SHALLOW-SET PIPE PROJECTING
 DO0292'23 CM ABOVE THE GROUND.  NOTE THE PIPE HAS BEEN HIT, BUT IS SOLID IN
 DO0292'THE GROUND.
 DO0292'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 DO0292'THE MARK IS 1.2 M BELOW THE TRACKS.
 DO0292
 DO0292                          STATION RECOVERY (2001)
 DO0292
 DO0292'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3474 ***********************************************************************
 AW3474  DESIGNATION -  P 1142
 AW3474  PID         -  AW3474
 AW3474  STATE/COUNTY-  TX/HARRIS
 AW3474  USGS QUAD   -  MORGANS POINT (1993)
 AW3474
 AW3474                         *CURRENT SURVEY CONTROL
 AW3474  ___________________________________________________________________
 AW3474* NAD 83(1986)-  29 42 05.     (N)    094 59 55.     (W)     SCALED    
 AW3474* NAVD 88     -         1.03   (+/-2cm)       3.4    (feet)  VERTCON   
 AW3474  ___________________________________________________________________
 AW3474  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3474
 AW3474  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3474
 AW3474.The horizontal coordinates were scaled from a topographic map and have
 AW3474.an estimated accuracy of +/- 6 seconds.
 AW3474
 AW3474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3474.The vertical order pertains to the NGVD 29 superseded value.
 AW3474
 AW3474.The geoid height was determined by GEOID03.
 AW3474
 AW3474;                    North         East    Units  Estimated Accuracy
 AW3474;SPC TXSC     - 4,213,650.      987,110.      MT  (+/- 180 meters Scaled)
 AW3474
 AW3474                          SUPERSEDED SURVEY CONTROL
 AW3474
 AW3474  NGVD 29 (??/??/92)    1.03   (m)            3.4    (f) COMPUTED    1 2
 AW3474
 AW3474.Superseded values are not recommended for survey control.
 AW3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3474.See file dsdata.txt to determine how the superseded data were derived.
 AW3474
 AW3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN066873(NAD 83)
 AW3474_MARKER: DB = BENCH MARK DISK
 AW3474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3474_SP_SET: STEEL CASING
 AW3474_STAMPING: P 1142 1959
 AW3474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3474
 AW3474  HISTORY     - Date     Condition        Report By
 AW3474  HISTORY     - 1959     MONUMENTED       CGS
 AW3474  HISTORY     - 1964     GOOD             NGS
 AW3474  HISTORY     - 19971030 MARK NOT FOUND   USPSQD
 AW3474
 AW3474                          STATION DESCRIPTION
 AW3474
 AW3474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3474'1.8 MI NW FROM MORGAN POINT.
 AW3474'ABOUT 0.35 MILE NORTH ACROSS THE HOUSTON SHIP CHANNEL FROM THE HOUSTON
 AW3474'MARITIME REPORTING STATION AT MORGAN POINT, THENCE ABOUT 1.45 MILES
 AW3474'NORTHWEST ALONG THE NORTHEAST SHORE OF THE HOUSTON SHIP CHANNEL FROM
 AW3474'THE SOUTH END OF HOG ISLAND, 116 FEET NORTHEAST OF THE CENTER LINE OF
 AW3474'A SHELL ROAD, AT THE EDGE OF THE HIGH WATER LINE, AT ABANDONED HOG
 AW3474'ISLAND FEE.  WELL NO. 3 WHICH IS DRILLED TO A DEPTH OF 1,260 FEET, IN
 AW3474'THE TOP OF A 9 5/8-INCH STEEL CASING SURROUNDED BY A FLANGE FILLED
 AW3474'WITH CONCRETE, AND PROJECTING 1 FOOT ABOVE THE ABANDONED CONCRETE
 AW3474'FOUNDATION OF A DERRICK.  NOTE-- THIS MARK IS ON THE PROPERTY OF THE
 AW3474'HUMBLE OIL AND REFINING COMPANY AND IS NOT TO BE RELEASED FOR
 AW3474'PUBLICATION.
 AW3474
 AW3474                          STATION RECOVERY (1997)
 AW3474
 AW3474'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0064 ***********************************************************************
 AM0064  DESIGNATION -  P 1143
 AM0064  PID         -  AM0064
 AM0064  STATE/COUNTY-  TX/BRAZORIA
 AM0064  USGS QUAD   -  FREEPORT (1974)
 AM0064
 AM0064                         *CURRENT SURVEY CONTROL
 AM0064  ___________________________________________________________________
 AM0064* NAD 83(1986)-  28 56 23.     (N)    095 20 53.     (W)     SCALED    
 AM0064* NAVD 88     -         0.41   (+/-2cm)       1.3    (feet)  VERTCON   
 AM0064  ___________________________________________________________________
 AM0064  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AM0064
 AM0064  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0064
 AM0064.The horizontal coordinates were scaled from a topographic map and have
 AM0064.an estimated accuracy of +/- 6 seconds.
 AM0064
 AM0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0064.The vertical order pertains to the NGVD 29 superseded value.
 AM0064
 AM0064.The geoid height was determined by GEOID03.
 AM0064
 AM0064;                    North         East    Units  Estimated Accuracy
 AM0064;SPC TXSC     - 4,128,180.      955,950.      MT  (+/- 180 meters Scaled)
 AM0064
 AM0064                          SUPERSEDED SURVEY CONTROL
 AM0064
 AM0064  NGVD 29 (??/??/92)    0.437  (m)            1.43   (f) ADJ UNCH    1 1
 AM0064
 AM0064.Superseded values are not recommended for survey control.
 AM0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0064.See file dsdata.txt to determine how the superseded data were derived.
 AM0064
 AM0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN711035(NAD 83)
 AM0064_MARKER: DB = BENCH MARK DISK
 AM0064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AM0064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AM0064_STAMPING: P 1143 1959
 AM0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0064
 AM0064  HISTORY     - Date     Condition        Report By
 AM0064  HISTORY     - 1959     MONUMENTED       CGS
 AM0064  HISTORY     - 1973     GOOD             NGS
 AM0064  HISTORY     - 1977     GOOD             NGS
 AM0064  HISTORY     - 1978     GOOD             NGS
 AM0064  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0064
 AM0064                          STATION DESCRIPTION
 AM0064
 AM0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0064'0.65 MI S FROM FREEPORT.
 AM0064'0.05 MILE EAST ALONG EAST FOURTH STREET FROM THE POST OFFICE AT
 AM0064'FREEPORT, THENCE 0.6 MILE SOUTH ALONG FARM ROAD 1495 (PINE STREET),
 AM0064'0.1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 288, 6 FEET WEST OF
 AM0064'THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND FREEPORT SUBSTATION OF
 AM0064'THE HOUSTON LIGHT AND POWER COMPANY, 60 1/2 FEET WEST OF THE CENTER
 AM0064'LINE OF THE ROAD, 69 FEET NORTH OF THE CENTER LINE OF A SHELL ROAD
 AM0064'WEST TO A PUMPING STATION, 21 1/2 FEET NORTHEAST OF A POWER POLE
 AM0064'BEARING THREE TRANSFORMERS, 3 1/2 FEET WEST OF A TELEPHONE POLE, 2.3
 AM0064'FEET SOUTH OF A FENCE, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET
 AM0064'LOWER THAN THE ROAD, ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.7
 AM0064'FOOT ABOVE THE GROUND.  NOTE-- THE DISK HAS BEEN DAMAGED BUT STILL
 AM0064'STABLE.
 AM0064
 AM0064                          STATION RECOVERY (1977)
 AM0064
 AM0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0064'RECOVERED IN GOOD CONDITION.
 AM0064
 AM0064                          STATION RECOVERY (1978)
 AM0064
 AM0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0064'RECOVERED IN GOOD CONDITION.
 AM0064
 AM0064                          STATION RECOVERY (2004)
 AM0064
 AM0064'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1483 ***********************************************************************
 AW1483  DESIGNATION -  P 1145
 AW1483  PID         -  AW1483
 AW1483  STATE/COUNTY-  TX/CHAMBERS
 AW1483  USGS QUAD   -  COVE (1993)
 AW1483
 AW1483                         *CURRENT SURVEY CONTROL
 AW1483  ___________________________________________________________________
 AW1483* NAD 83(1986)-  29 49 58.     (N)    094 47 17.     (W)     SCALED    
 AW1483* NAVD 88     -         4.78   (+/-2cm)      15.7    (feet)  VERTCON   
 AW1483  ___________________________________________________________________
 AW1483  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW1483  OBS GRAVITY -     979,290.8   (mgal)                       GRAV_OBS
 AW1483
 AW1483  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1483
 AW1483.The horizontal coordinates were scaled from a topographic map and have
 AW1483.an estimated accuracy of +/- 6 seconds.
 AW1483
 AW1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1483.The vertical order pertains to the NGVD 29 superseded value.
 AW1483
 AW1483.The geoid height was determined by GEOID03.
 AW1483.The observed gravity was obtained from relative gravimeter ties
 AW1483.to the IGSN71 gravity network.
 AW1483
 AW1483;                    North         East    Units  Estimated Accuracy
 AW1483;SPC TXSC     - 4,228,920.    1,006,950.      MT  (+/- 180 meters Scaled)
 AW1483
 AW1483                          SUPERSEDED SURVEY CONTROL
 AW1483
 AW1483  NGVD 29 (??/??/92)    4.779  (m)           15.68   (f) ADJ UNCH    1 2
 AW1483
 AW1483.Superseded values are not recommended for survey control.
 AW1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1483.See file dsdata.txt to determine how the superseded data were derived.
 AW1483
 AW1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP272015(NAD 83)
 AW1483_MARKER: DB = BENCH MARK DISK
 AW1483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1483_SP_SET: BRIDGE
 AW1483_STAMPING: P 1145 1959
 AW1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1483
 AW1483  HISTORY     - Date     Condition        Report By
 AW1483  HISTORY     - 1959     MONUMENTED       CGS
 AW1483  HISTORY     - 1973     GOOD             NGS
 AW1483  HISTORY     - 1975     GOOD             NGS
 AW1483  HISTORY     - 1978     GOOD             NGS
 AW1483  HISTORY     - 1990     GOOD             USPSQD
 AW1483  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW1483  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1483  HISTORY     - 20020522 MARK NOT FOUND   USPSQD
 AW1483  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW1483  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1483
 AW1483                          STATION DESCRIPTION
 AW1483
 AW1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1483'1 MI E FROM COVE.
 AW1483'ABOUT 1 MILE EAST ALONG INTERSTATE HIGHWAY 10 FROM THE OVERPASS OVER
 AW1483'FARM ROAD 565 AT COVE, AT THE EAST END OF THE CONCRETE BRIDGE OVER THE
 AW1483'OLD AND LOST RIVER, 14 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 AW1483'TRAFFIC LANES, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 AW1483'ABUTMENT OF THE BRIDGE, AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE
 AW1483'HIGHWAY.
 AW1483
 AW1483                          STATION RECOVERY (1975)
 AW1483
 AW1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AW1483'RECOVERED IN GOOD CONDITION.
 AW1483
 AW1483                          STATION RECOVERY (1978)
 AW1483
 AW1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1483'RECOVERED IN GOOD CONDITION.
 AW1483
 AW1483                          STATION RECOVERY (1990)
 AW1483
 AW1483'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1483'RECOVERED IN GOOD CONDITION.
 AW1483
 AW1483                          STATION RECOVERY (1996)
 AW1483
 AW1483'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1483'MARK NOT FOUND.
 AW1483
 AW1483                          STATION RECOVERY (2001)
 AW1483
 AW1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1483'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1483
 AW1483                          STATION RECOVERY (2002)
 AW1483
 AW1483'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1483'I-10 MODIFICATIONS RESULTED IN ABUTMENT NO LONGER EXISTING
 AW1483
 AW1483                          STATION RECOVERY (2004)
 AW1483
 AW1483'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW1483'MARK NOT FOUND.
 AW1483
 AW1483                          STATION RECOVERY (2005)
 AW1483
 AW1483'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0961 ***********************************************************************
 AW0961  DESIGNATION -  P 1146
 AW0961  PID         -  AW0961
 AW0961  STATE/COUNTY-  TX/HARRIS
 AW0961  USGS QUAD   -  MORGANS POINT (1993)
 AW0961
 AW0961                         *CURRENT SURVEY CONTROL
 AW0961  ___________________________________________________________________
 AW0961* NAD 83(1986)-  29 43 31.     (N)    094 59 46.     (W)     SCALED    
 AW0961* NAVD 88     -         3.369  (meters)      11.05   (feet)  ADJUSTED  
 AW0961  ___________________________________________________________________
 AW0961  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0961  DYNAMIC HT  -           3.364 (meters)      11.04  (feet)  COMP
 AW0961  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 AW0961
 AW0961  VERT ORDER  -  FIRST     CLASS I
 AW0961
 AW0961.The horizontal coordinates were scaled from a topographic map and have
 AW0961.an estimated accuracy of +/- 6 seconds.
 AW0961
 AW0961.The orthometric height was determined by differential leveling
 AW0961.and adjusted by the National Geodetic Survey in June 1991..
 AW0961
 AW0961.The geoid height was determined by GEOID03.
 AW0961
 AW0961.The dynamic height is computed by dividing the NAVD 88
 AW0961.geopotential number by the normal gravity value computed on the
 AW0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0961.degrees latitude (g = 980.6199 gals.).
 AW0961
 AW0961.The modeled gravity was interpolated from observed gravity values.
 AW0961
 AW0961;                    North         East    Units  Estimated Accuracy
 AW0961;SPC TXSC     - 4,216,310.      987,260.      MT  (+/- 180 meters Scaled)
 AW0961
 AW0961                          SUPERSEDED SURVEY CONTROL
 AW0961
 AW0961  NGVD 29 (12/23/87)    3.366  (m)           11.04   (f) ADJUSTED    1 1
 AW0961
 AW0961.Superseded values are not recommended for survey control.
 AW0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0961.See file dsdata.txt to determine how the superseded data were derived.
 AW0961
 AW0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN069900(NAD 83)
 AW0961_MARKER: DB = BENCH MARK DISK
 AW0961_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0961+WITH SETTING: PAVEMENT
 AW0961_SP_SET: WATER TOWER FOOTING
 AW0961_STAMPING: P 1146 1959
 AW0961_MARK LOGO: CGS   
 AW0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0961+STABILITY: SURFACE MOTION
 AW0961
 AW0961  HISTORY     - Date     Condition        Report By
 AW0961  HISTORY     - 1959     MONUMENTED       CGS
 AW0961  HISTORY     - 1973     GOOD             NGS
 AW0961  HISTORY     - 1976     GOOD             NGS
 AW0961  HISTORY     - 1976     GOOD             NGS
 AW0961  HISTORY     - 1978     GOOD             NGS
 AW0961  HISTORY     - 1983     GOOD             NGS
 AW0961  HISTORY     - 1986     GOOD             NGS
 AW0961  HISTORY     - 1989     GOOD             USPSQD
 AW0961  HISTORY     - 1989     GOOD             USPSQD
 AW0961  HISTORY     - 19981113 GOOD             USPSQD
 AW0961  HISTORY     - 20040220 GOOD             USPSQD
 AW0961
 AW0961                          STATION DESCRIPTION
 AW0961
 AW0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0961'0.85 MI E FROM BAYTOWN.
 AW0961'ABOUT 0.45 MILE SOUTHEAST ALONG MARKET ST. FROM SUB-STATION A FROM THE
 AW0961'POST OFFICE AT BAYTOWN, THENCE 0.4 MILE EAST-SOUTHEAST ALONG W. MAIN
 AW0961'ST., ABOUT 72 FEET NORTH OF THE CENTER LINE OF THE STREET, 13 FEET
 AW0961'WEST OF A CHAIN LINK FENCE, SET IN THE TOP OF THE EAST CORNER OF THE
 AW0961'CONCRETE FOOTING OF THE LADDER LEG OF A WATER TOWER, ABOUT 3 INCHES
 AW0961'ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 AW0961'THE STREET.
 AW0961
 AW0961                          STATION RECOVERY (1976)
 AW0961
 AW0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0961'RECOVERED IN GOOD CONDITION.
 AW0961
 AW0961                          STATION RECOVERY (1976)
 AW0961
 AW0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0961'RECOVERED IN GOOD CONDITION.
 AW0961
 AW0961                          STATION RECOVERY (1978)
 AW0961
 AW0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0961'RECOVERED IN GOOD CONDITION.
 AW0961
 AW0961                          STATION RECOVERY (1983)
 AW0961
 AW0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0961'RECOVERED IN GOOD CONDITION.
 AW0961
 AW0961                          STATION RECOVERY (1986)
 AW0961
 AW0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0961'RECOVERED IN GOOD CONDITION.
 AW0961
 AW0961                          STATION RECOVERY (1989)
 AW0961
 AW0961'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0961'RECOVERED IN GOOD CONDITION.
 AW0961
 AW0961                          STATION RECOVERY (1989)
 AW0961
 AW0961'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW0961'RECOVERED IN GOOD CONDITION.
 AW0961
 AW0961                          STATION RECOVERY (1998)
 AW0961
 AW0961'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0961'RECOVERED IN GOOD CONDITION.
 AW0961
 AW0961                          STATION RECOVERY (2004)
 AW0961
 AW0961'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1708 ***********************************************************************
 AW1708  DESIGNATION -  P 1147
 AW1708  PID         -  AW1708
 AW1708  STATE/COUNTY-  TX/HARRIS
 AW1708  USGS QUAD   -  PASADENA (1995)
 AW1708
 AW1708                         *CURRENT SURVEY CONTROL
 AW1708  ___________________________________________________________________
 AW1708* NAD 83(1986)-  29 41 20.     (N)    095 13 14.     (W)     SCALED    
 AW1708* NAVD 88     -         8.414  (meters)      27.60   (feet)  ADJUSTED  
 AW1708  ___________________________________________________________________
 AW1708  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1708  DYNAMIC HT  -           8.402 (meters)      27.57  (feet)  COMP
 AW1708  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AW1708  OBS GRAVITY -     979,284.5   (mgal)                       GRAV_OBS
 AW1708
 AW1708  VERT ORDER  -  FIRST     CLASS II
 AW1708
 AW1708.The horizontal coordinates were scaled from a topographic map and have
 AW1708.an estimated accuracy of +/- 6 seconds.
 AW1708
 AW1708.The orthometric height was determined by differential leveling
 AW1708.and adjusted by the National Geodetic Survey in June 1991..
 AW1708
 AW1708.The geoid height was determined by GEOID03.
 AW1708
 AW1708.The dynamic height is computed by dividing the NAVD 88
 AW1708.geopotential number by the normal gravity value computed on the
 AW1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1708.degrees latitude (g = 980.6199 gals.).
 AW1708
 AW1708.The modeled gravity was interpolated from observed gravity values.
 AW1708.The observed gravity was obtained from relative gravimeter ties
 AW1708.to the IGSN71 gravity network.
 AW1708
 AW1708;                    North         East    Units  Estimated Accuracy
 AW1708;SPC TXSC     - 4,211,560.      965,690.      MT  (+/- 180 meters Scaled)
 AW1708
 AW1708                          SUPERSEDED SURVEY CONTROL
 AW1708
 AW1708  NGVD 29 (12/23/87)    8.411  (m)           27.60   (f) ADJUSTED    1 2
 AW1708
 AW1708.Superseded values are not recommended for survey control.
 AW1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1708.See file dsdata.txt to determine how the superseded data were derived.
 AW1708
 AW1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN851863(NAD 83)
 AW1708_MARKER: DB = BENCH MARK DISK
 AW1708_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1708+WITH SETTING: PAVEMENT
 AW1708_SP_SET: CONCRETE BASE OF FLAG POLE
 AW1708_STAMPING: P 1147 1959
 AW1708_MARK LOGO: CGS   
 AW1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1708+STABILITY: SURFACE MOTION
 AW1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1708+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1708
 AW1708  HISTORY     - Date     Condition        Report By
 AW1708  HISTORY     - 1959     MONUMENTED       CGS
 AW1708  HISTORY     - 1973     GOOD             NGS
 AW1708  HISTORY     - 1978     GOOD             NGS
 AW1708  HISTORY     - 1983     GOOD             NGS
 AW1708  HISTORY     - 1986     GOOD             NGS
 AW1708  HISTORY     - 1987     GOOD             USPSQD
 AW1708  HISTORY     - 1987     GOOD             USPSQD
 AW1708  HISTORY     - 1987     GOOD             USPSQD
 AW1708  HISTORY     - 1987     GOOD             USPSQD
 AW1708  HISTORY     - 1987     GOOD             USPSQD
 AW1708  HISTORY     - 1987     GOOD             USPSQD
 AW1708  HISTORY     - 1987     GOOD             USPSQD
 AW1708  HISTORY     - 1987     GOOD             USPSQD
 AW1708  HISTORY     - 1987     GOOD             USPSQD
 AW1708  HISTORY     - 1988     GOOD             USPSQD
 AW1708  HISTORY     - 1988     GOOD             USPSQD
 AW1708  HISTORY     - 1988     GOOD             USPSQD
 AW1708  HISTORY     - 1988     GOOD             USPSQD
 AW1708  HISTORY     - 1988     GOOD             USPSQD
 AW1708  HISTORY     - 1988     GOOD             USPSQD
 AW1708  HISTORY     - 1989     GOOD             USPSQD
 AW1708  HISTORY     - 1989     GOOD             USPSQD
 AW1708  HISTORY     - 1989     GOOD             USPSQD
 AW1708  HISTORY     - 1990     GOOD             USPSQD
 AW1708  HISTORY     - 1990     GOOD             USPSQD
 AW1708  HISTORY     - 19980226 GOOD             USPSQD
 AW1708  HISTORY     - 19991113 GOOD             USPSQD
 AW1708  HISTORY     - 20010331 GOOD             NGS
 AW1708  HISTORY     - 20020315 GOOD             USPSQD
 AW1708  HISTORY     - 20030927 GOOD             USPSQD
 AW1708  HISTORY     - 20041126 GOOD             USPSQD
 AW1708  HISTORY     - 20060520 GOOD             USPSQD
 AW1708
 AW1708                          STATION DESCRIPTION
 AW1708
 AW1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1708'IN PASADENA.
 AW1708'AT PASADENA, AT THE PASADENA OAKS SHOPPING CENTER, ABOUT 90 FEET WEST
 AW1708'OF THE CENTER LINE OF SOUTH RICHEY ST., 69 FEET NORTH OF THE CENTER
 AW1708'LINE OF INWOOD LANE, 8 1/2 FEET EAST OF THE SOUTHEAST CORNER OF THE
 AW1708'POST OFFICE, SET IN THE TOP OF THE WEST SIDE OF THE CONCRETE
 AW1708'FOUNDATION OF A FLAG POLE, 2 1/2 FEET EAST OF THE EAST EDGE OF A
 AW1708'CONCRETE SIDEWALK, 6 INCHES WEST OF THE FLAG POLE, AND ABOUT 1 FOOT
 AW1708'ABOVE THE LEVEL OF THE GROUND.
 AW1708
 AW1708                          STATION RECOVERY (1978)
 AW1708
 AW1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1983)
 AW1708
 AW1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1986)
 AW1708
 AW1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1987)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1987)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1987)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1987)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1987)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1987)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1987)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1987)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1987)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1988)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1988)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1988)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1988)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1988)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1988)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1989)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1989)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1989)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1990)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1990)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1998)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (1999)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (2001)
 AW1708
 AW1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1708'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1708
 AW1708                          STATION RECOVERY (2002)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 2002 (RK)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (2003)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1708'RECOVERED IN GOOD CONDITION.
 AW1708
 AW1708                          STATION RECOVERY (2004)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1708'GO TO N 29 41 18.9 W 095 13 13.7.
 AW1708
 AW1708                          STATION RECOVERY (2006)
 AW1708
 AW1708'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1708'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0016 ***********************************************************************
 AX0016  DESIGNATION -  P 1148
 AX0016  PID         -  AX0016
 AX0016  STATE/COUNTY-  TX/AUSTIN
 AX0016  USGS QUAD   -  SEALY (1981)
 AX0016
 AX0016                         *CURRENT SURVEY CONTROL
 AX0016  ___________________________________________________________________
 AX0016* NAD 83(1986)-  29 47 00.     (N)    096 09 19.     (W)     SCALED    
 AX0016* NAVD 88     -        59.96   (+/-2cm)     196.7    (feet)  VERTCON   
 AX0016  ___________________________________________________________________
 AX0016  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0016  OBS GRAVITY -     979,270.0   (mgal)                       GRAV_OBS
 AX0016
 AX0016  VERT ORDER  -  THIRD (See Below)
 AX0016
 AX0016.The horizontal coordinates were scaled from a topographic map and have
 AX0016.an estimated accuracy of +/- 6 seconds.
 AX0016
 AX0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0016.The vertical order pertains to the NGVD 29 superseded value.
 AX0016
 AX0016.The geoid height was determined by GEOID03.
 AX0016.The observed gravity was obtained from relative gravimeter ties
 AX0016.to the IGSN71 gravity network.
 AX0016
 AX0016;                    North         East    Units  Estimated Accuracy
 AX0016;SPC TXSC     - 4,219,460.      875,020.      MT  (+/- 180 meters Scaled)
 AX0016
 AX0016                          SUPERSEDED SURVEY CONTROL
 AX0016
 AX0016  NGVD 29 (??/??/??)   59.94   (m)          196.7    (f) RESET       3  
 AX0016
 AX0016.Superseded values are not recommended for survey control.
 AX0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0016.See file dsdata.txt to determine how the superseded data were derived.
 AX0016
 AX0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT750981(NAD 83)
 AX0016_MARKER: DB = BENCH MARK DISK
 AX0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0016_SP_SET: ROD
 AX0016_STAMPING: P 1148 1959
 AX0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0016
 AX0016  HISTORY     - Date     Condition        Report By
 AX0016  HISTORY     - 1959     MONUMENTED       CGS
 AX0016  HISTORY     - 1973     GOOD             NGS
 AX0016  HISTORY     - 1976     GOOD             NGS
 AX0016  HISTORY     - 1976     GOOD             NGS
 AX0016  HISTORY     - 1978     GOOD             NGS
 AX0016  HISTORY     - 1986     MARK NOT FOUND   NGS
 AX0016  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0016
 AX0016                          STATION DESCRIPTION
 AX0016
 AX0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0016'0.2 MI E FROM SEALY.
 AX0016'ABOUT 0.2 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0016'CROSSING OF STATE HWY. 36 AT SEALY, ABOUT 35 1/2 FEET SOUTH OF THE
 AX0016'SOUTH RAIL OF THE MISSOURI-KANSAS-TEXAS RAILROAD, 40 FEET EAST OF THE
 AX0016'EAST RAIL OF THE MAIN TRACK TO THE GULF-COLORADO-AND-SANTA FE
 AX0016'RAILROAD, 81 FEET WEST OF THE CENTER LINE OF THE EAST FRONT STREET,
 AX0016'1/2-FOOT EAST OF A METAL WITNESS POST, AND ABOUT 2 FEET BELOW THE
 AX0016'LEVEL OF BOTH MAIN TRACKS, AND IS A DISK SET ON TOP OF A 5/8-INCH
 AX0016'COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH CONCRETE TILE WHICH
 AX0016'PROJECTS 0.6 FOOT.
 AX0016
 AX0016                          STATION RECOVERY (1976)
 AX0016
 AX0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0016'RECOVERED IN GOOD CONDITION.
 AX0016
 AX0016                          STATION RECOVERY (1976)
 AX0016
 AX0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0016'RECOVERED IN GOOD CONDITION.
 AX0016
 AX0016                          STATION RECOVERY (1978)
 AX0016
 AX0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0016'THE 8 IN 1148 IS HARD TO READ, ALSO MARK IS BELIEVED TO BE A ROD
 AX0016'MARK BECAUSE OF THE ORIGINAL DESCRIPTION.
 AX0016
 AX0016                          STATION RECOVERY (1986)
 AX0016
 AX0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0016'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THE MARK HAS BEEN DESTROYED.
 AX0016
 AX0016                          STATION RECOVERY (1999)
 AX0016
 AX0016'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1170 ***********************************************************************
 BL1170  DESIGNATION -  P 1149
 BL1170  PID         -  BL1170
 BL1170  STATE/COUNTY-  TX/MONTGOMERY
 BL1170  USGS QUAD   -  TAMINA (1979)
 BL1170
 BL1170                         *CURRENT SURVEY CONTROL
 BL1170  ___________________________________________________________________
 BL1170* NAD 83(1986)-  30 13 26.     (N)    095 27 10.     (W)     SCALED    
 BL1170* NAVD 88     -        39.247  (meters)     128.76   (feet)  ADJUSTED  
 BL1170  ___________________________________________________________________
 BL1170  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL1170  DYNAMIC HT  -          39.195 (meters)     128.59  (feet)  COMP
 BL1170  MODELED GRAV-     979,308.3   (mgal)                       NAVD 88
 BL1170
 BL1170  VERT ORDER  -  FIRST     CLASS I
 BL1170
 BL1170.The horizontal coordinates were scaled from a topographic map and have
 BL1170.an estimated accuracy of +/- 6 seconds.
 BL1170
 BL1170.The orthometric height was determined by differential leveling
 BL1170.and adjusted by the National Geodetic Survey in June 1991..
 BL1170
 BL1170.The geoid height was determined by GEOID03.
 BL1170
 BL1170.The dynamic height is computed by dividing the NAVD 88
 BL1170.geopotential number by the normal gravity value computed on the
 BL1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1170.degrees latitude (g = 980.6199 gals.).
 BL1170
 BL1170.The modeled gravity was interpolated from observed gravity values.
 BL1170
 BL1170;                    North         East    Units  Estimated Accuracy
 BL1170;SPC TX C     - 3,072,080.    1,169,680.      MT  (+/- 180 meters Scaled)
 BL1170
 BL1170                          SUPERSEDED SURVEY CONTROL
 BL1170
 BL1170  NGVD 29 (12/23/87)   39.249  (m)          128.77   (f) ADJUSTED    1 1
 BL1170
 BL1170.Superseded values are not recommended for survey control.
 BL1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1170.See file dsdata.txt to determine how the superseded data were derived.
 BL1170
 BL1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP639461(NAD 83)
 BL1170_MARKER: DB = BENCH MARK DISK
 BL1170_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1170_SP_SET: COPPER-CLAD STEEL ROD
 BL1170_STAMPING: P 1149 1959
 BL1170_MARK LOGO: CGS   
 BL1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1170
 BL1170  HISTORY     - Date     Condition        Report By
 BL1170  HISTORY     - 1959     MONUMENTED       CGS
 BL1170  HISTORY     - 1973     GOOD             NGS
 BL1170  HISTORY     - 1978     GOOD             NGS
 BL1170  HISTORY     - 1987     GOOD             NGS
 BL1170  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1170
 BL1170                          STATION DESCRIPTION
 BL1170
 BL1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1170'5.8 MI S FROM CONROE.
 BL1170'ABOUT 5.8 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1170'AT CONROE, 97 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 BL1170'FOUNDATION TO A SIGNAL BOX, 44.4 FEET EAST OF THE EAST RAIL, 21.3 FEET
 BL1170'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 3.2 FEET WEST OF A FENCE, 1.2
 BL1170'FEET NORTH OF A METAL WITNESS POST, AND ABOUT 1 FOOT BELOW THE LEVEL
 BL1170'OF THE RAIL, AND SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD AND
 BL1170'PROTECTED BY A 6-INCH CEMENT TILE WHICH PROJECTS 0.4 FOOT. THE ROD WAS
 BL1170'DRIVEN TO A DEPTH OF 56 FEET.
 BL1170
 BL1170                          STATION RECOVERY (1978)
 BL1170
 BL1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1170'RECOVERED IN GOOD CONDITION.
 BL1170
 BL1170                          STATION RECOVERY (1987)
 BL1170
 BL1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1170'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.3 KM (5.80
 BL1170'MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1170'WITH AVENUE A IN CONROE.  DELETE--97 FEET SOUTHEAST OF THE SOUTHEAST
 BL1170'CORNER OF THE CONCRETE FOUNDATION TO A SIGNAL BOX.
 BL1170
 BL1170                          STATION RECOVERY (2004)
 BL1170
 BL1170'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2162 ***********************************************************************
 CS2162  DESIGNATION -  P 115
 CS2162  PID         -  CS2162
 CS2162  STATE/COUNTY-  TX/HOOD
 CS2162  USGS QUAD   -  GRANBURY (1979)
 CS2162
 CS2162                         *CURRENT SURVEY CONTROL
 CS2162  ___________________________________________________________________
 CS2162* NAD 83(1986)-  32 26 32.     (N)    097 45 57.     (W)     SCALED    
 CS2162* NAVD 88     -       217.181  (meters)     712.53   (feet)  ADJUSTED  
 CS2162  ___________________________________________________________________
 CS2162  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CS2162  DYNAMIC HT  -         216.918 (meters)     711.67  (feet)  COMP
 CS2162  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 CS2162
 CS2162  VERT ORDER  -  SECOND    CLASS 0
 CS2162
 CS2162.The horizontal coordinates were scaled from a topographic map and have
 CS2162.an estimated accuracy of +/- 6 seconds.
 CS2162
 CS2162.The orthometric height was determined by differential leveling
 CS2162.and adjusted by the National Geodetic Survey in June 1991..
 CS2162
 CS2162.The geoid height was determined by GEOID03.
 CS2162
 CS2162.The dynamic height is computed by dividing the NAVD 88
 CS2162.geopotential number by the normal gravity value computed on the
 CS2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2162.degrees latitude (g = 980.6199 gals.).
 CS2162
 CS2162.The modeled gravity was interpolated from observed gravity values.
 CS2162
 CS2162;                    North         East    Units  Estimated Accuracy
 CS2162;SPC TXNC     - 2,086,240.      669,030.      MT  (+/- 180 meters Scaled)
 CS2162
 CS2162                          SUPERSEDED SURVEY CONTROL
 CS2162
 CS2162  NGVD 29 (??/??/92)  217.156  (m)          712.45   (f) ADJ UNCH    2 0
 CS2162
 CS2162.Superseded values are not recommended for survey control.
 CS2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2162.See file dsdata.txt to determine how the superseded data were derived.
 CS2162
 CS2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA160901(NAD 83)
 CS2162_MARKER: DB = BENCH MARK DISK
 CS2162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2162_SP_SET: BRIDGE ABUTMENT
 CS2162_STAMPING: P 115 1933 712.453
 CS2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2162
 CS2162  HISTORY     - Date     Condition        Report By
 CS2162  HISTORY     - 1933     MONUMENTED       CGS
 CS2162  HISTORY     - 1952     GOOD             NGS
 CS2162  HISTORY     - 20051119 GOOD             USPSQD
 CS2162
 CS2162                          STATION DESCRIPTION
 CS2162
 CS2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2162'1.3 MI E FROM GRANBURY.
 CS2162'ABOUT 01.3 MILES EAST ALONG THE SANTA FE RAILWAY FROM THE HOOD COUNTY
 CS2162'COURT HOUSE AT THE EAST END OF THE RAILROAD BRIDGE OVER THE BRAZOS
 CS2162'RIVER, 9 FEET SOUTH OF THE CENTERLINE OF THE TRACKS, 1 FOOT BELOW THE
 CS2162'LEVEL OF THE TRACKS AND ON THE TOP OF THE SOUTH END OF THE EAST
 CS2162'ABUTMENT OF THE BRIDGE.  A STANDARD DISK STAMPED AS ABOVE.
 CS2162
 CS2162                          STATION RECOVERY (2005)
 CS2162
 CS2162'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CS2162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2345 ***********************************************************************
 AW2345  DESIGNATION -  P 1150
 AW2345  PID         -  AW2345
 AW2345  STATE/COUNTY-  TX/HARRIS
 AW2345  USGS QUAD   -  BELLAIRE (1995)
 AW2345
 AW2345                         *CURRENT SURVEY CONTROL
 AW2345  ___________________________________________________________________
 AW2345* NAD 83(1986)-  29 43 32.     (N)    095 24 10.     (W)     SCALED    
 AW2345* NAVD 88     -        14.680  (meters)      48.16   (feet)  ADJUSTED  
 AW2345  ___________________________________________________________________
 AW2345  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2345  DYNAMIC HT  -          14.660 (meters)      48.10  (feet)  COMP
 AW2345  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 AW2345
 AW2345  VERT ORDER  -  FIRST     CLASS II
 AW2345
 AW2345.The horizontal coordinates were scaled from a topographic map and have
 AW2345.an estimated accuracy of +/- 6 seconds.
 AW2345
 AW2345.The orthometric height was determined by differential leveling
 AW2345.and adjusted by the National Geodetic Survey in June 1991..
 AW2345
 AW2345.The geoid height was determined by GEOID03.
 AW2345
 AW2345.The dynamic height is computed by dividing the NAVD 88
 AW2345.geopotential number by the normal gravity value computed on the
 AW2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2345.degrees latitude (g = 980.6199 gals.).
 AW2345
 AW2345.The modeled gravity was interpolated from observed gravity values.
 AW2345
 AW2345;                    North         East    Units  Estimated Accuracy
 AW2345;SPC TXSC     - 4,215,060.      947,940.      MT  (+/- 180 meters Scaled)
 AW2345
 AW2345                          SUPERSEDED SURVEY CONTROL
 AW2345
 AW2345  NGVD 29 (12/23/87)   14.676  (m)           48.15   (f) ADJUSTED    1 2
 AW2345
 AW2345.Superseded values are not recommended for survey control.
 AW2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2345.See file dsdata.txt to determine how the superseded data were derived.
 AW2345
 AW2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN675907(NAD 83)
 AW2345_MARKER: DB = BENCH MARK DISK
 AW2345_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW2345+WITH SETTING: PAVEMENT
 AW2345_SP_SET: SIGN POST BASE
 AW2345_STAMPING: P 1150 1959
 AW2345_MARK LOGO: CGS   
 AW2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2345+STABILITY: SURFACE MOTION
 AW2345
 AW2345  HISTORY     - Date     Condition        Report By
 AW2345  HISTORY     - 1959     MONUMENTED       CGS
 AW2345  HISTORY     - 1964     GOOD             NGS
 AW2345  HISTORY     - 1975     GOOD             LOCENG
 AW2345  HISTORY     - 1978     GOOD             NGS
 AW2345  HISTORY     - 1983     GOOD             NGS
 AW2345  HISTORY     - 1986     GOOD             NGS
 AW2345  HISTORY     - 1987     GOOD             USPSQD
 AW2345  HISTORY     - 1989     GOOD             USPSQD
 AW2345  HISTORY     - 1989     GOOD             USPSQD
 AW2345  HISTORY     - 19931030 GOOD             USPSQD
 AW2345  HISTORY     - 19960204 MARK NOT FOUND   NGS
 AW2345  HISTORY     - 20040517 MARK NOT FOUND   USPSQD
 AW2345  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 AW2345
 AW2345                          STATION DESCRIPTION
 AW2345
 AW2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2345'4.4 MI SW FROM HOUSTON.
 AW2345'ABOUT 0.4 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2345'RAILROAD STATION AT HOUSTON, THENCE ABOUT 3.2 MILES SOUTH-SOUTHWEST
 AW2345'ALONG MAIN STREET, THENCE ABOUT 0.8 MILE WEST ALONG BISSONNET STREET,
 AW2345'30 FEET SOUTH OF THE CENTER LINE OF BISSONNET STREET, 134 FEET WEST OF
 AW2345'THE EXTENDED CENTER LINE OF DUNLEVY STREET, IN THE TOP OF THE
 AW2345'SOUTHWEST CORNER OF THE CONCRETE BASE OF A GULF SERVICE STATION SIGN
 AW2345'POST, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE DRIVEWAY.
 AW2345
 AW2345                          STATION RECOVERY (1964)
 AW2345
 AW2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2345'RECOVERED IN GOOD CONDITION.
 AW2345
 AW2345                          STATION RECOVERY (1975)
 AW2345
 AW2345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 AW2345'RECOVERED IN GOOD CONDITION.
 AW2345
 AW2345                          STATION RECOVERY (1978)
 AW2345
 AW2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2345'RECOVERED.  DELETE=IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 AW2345'BASE OF A GULF SERVICE STATION SIGN POST.  ADD=IN TOP OF THE SOUTHWEST
 AW2345'CORNER OF THE CONCRETE BASE OF AN AUTO REPAIR SHOP SIGN POST.
 AW2345
 AW2345                          STATION RECOVERY (1983)
 AW2345
 AW2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2345'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2345'0.2 KM (0.15 MI) NORTHWEST ALONG CONGRESS STREET FROM THE INTERSECTION
 AW2345'OF SAN JACINTO STREET AT THE NORTH-NORTHEAST CORNER OF THE HARRIS
 AW2345'COUNTY CIVIL COURTS BUILDING IN HOUSTON, THENCE 4.0 KM (2.5 MI)
 AW2345'SOUTHWEST ALONG MAIN STREET, THENCE 1.3 KM (0.8 MI) WEST ALONG
 AW2345'BISSONNET STREET, SET IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 AW2345'BASE OF A PAINT AND BODY SHOP SIGN POST, 9.14 METERS (30.0 FT) SOUTH
 AW2345'OF THE CENTERLINE OF BISSONNET STREET, AND 40.84 METERS (134.0 FT)
 AW2345'WEST OF THE EXTENDED CENTERLINE OF DUNLEVY STREET LEADING NORTH.
 AW2345'THE MARK IS 0.46 M ABOVE STREET.
 AW2345
 AW2345                          STATION RECOVERY (1986)
 AW2345
 AW2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2345'RECOVERED IN GOOD CONDITION EXCEPT ADD 22.9 METERS (75.0 FT) NORTHWEST
 AW2345'OF THE NORTHWEST CORNER OF A CIRCLE K GROCERY STORE.
 AW2345
 AW2345                          STATION RECOVERY (1987)
 AW2345
 AW2345'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2345'RECOVERED IN GOOD CONDITION.
 AW2345
 AW2345                          STATION RECOVERY (1989)
 AW2345
 AW2345'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW2345'RECOVERED IN GOOD CONDITION.
 AW2345
 AW2345                          STATION RECOVERY (1989)
 AW2345
 AW2345'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2345'RECOVERED IN GOOD CONDITION.
 AW2345
 AW2345                          STATION RECOVERY (1993)
 AW2345
 AW2345'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2345'RECOVERED IN GOOD CONDITION.
 AW2345
 AW2345                          STATION RECOVERY (1996)
 AW2345
 AW2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW2345'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 AW2345'DESTROYED.
 AW2345
 AW2345                          STATION RECOVERY (2004)
 AW2345
 AW2345'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2345'MARK NOT FOUND.
 AW2345
 AW2345                          STATION RECOVERY (2004)
 AW2345
 AW2345'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2345'NO BODY SHOP AT GP.  NEW APPARTMENTS AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0690 ***********************************************************************
 CT0690  DESIGNATION -  P 1152
 CT0690  PID         -  CT0690
 CT0690  STATE/COUNTY-  TX/TAYLOR
 CT0690  USGS QUAD   -  LAKE ABILENE (1987)
 CT0690
 CT0690                         *CURRENT SURVEY CONTROL
 CT0690  ___________________________________________________________________
 CT0690* NAD 83(1986)-  32 14 19.     (N)    099 56 23.     (W)     SCALED    
 CT0690* NAVD 88     -       625.533  (meters)    2052.27   (feet)  ADJUSTED  
 CT0690  ___________________________________________________________________
 CT0690  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CT0690  DYNAMIC HT  -         624.710 (meters)    2049.57  (feet)  COMP
 CT0690  MODELED GRAV-     979,304.6   (mgal)                       NAVD 88
 CT0690
 CT0690  VERT ORDER  -  SECOND    CLASS 0
 CT0690
 CT0690.The horizontal coordinates were scaled from a topographic map and have
 CT0690.an estimated accuracy of +/- 6 seconds.
 CT0690
 CT0690.The orthometric height was determined by differential leveling
 CT0690.and adjusted by the National Geodetic Survey in June 1991..
 CT0690
 CT0690.The geoid height was determined by GEOID03.
 CT0690
 CT0690.The dynamic height is computed by dividing the NAVD 88
 CT0690.geopotential number by the normal gravity value computed on the
 CT0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0690.degrees latitude (g = 980.6199 gals.).
 CT0690
 CT0690.The modeled gravity was interpolated from observed gravity values.
 CT0690
 CT0690;                    North         East    Units  Estimated Accuracy
 CT0690;SPC TXNC     - 2,064,350.      464,320.      MT  (+/- 180 meters Scaled)
 CT0690
 CT0690                          SUPERSEDED SURVEY CONTROL
 CT0690
 CT0690  NGVD 29 (??/??/92)  625.362  (m)         2051.71   (f) ADJ UNCH    2 0
 CT0690
 CT0690.Superseded values are not recommended for survey control.
 CT0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0690.See file dsdata.txt to determine how the superseded data were derived.
 CT0690
 CT0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA114672(NAD 83)
 CT0690_MARKER: DB = BENCH MARK DISK
 CT0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0690_STAMPING: P 1152 1961
 CT0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0690+STABILITY: SURFACE MOTION
 CT0690
 CT0690  HISTORY     - Date     Condition        Report By
 CT0690  HISTORY     - 1961     MONUMENTED       CGS
 CT0690  HISTORY     - 19940707 GOOD             USPSQD
 CT0690
 CT0690                          STATION DESCRIPTION
 CT0690
 CT0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0690'8.7 MI SW FROM BUFFALO GAP.
 CT0690'0.4 MILES SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0690'GAP, THENCE 4.45 MILES WEST ALONG FARM ROAD 89, THENCE 3.85 MILES WEST
 CT0690'ALONG A GRAVEL ROAD, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.8
 CT0690'FEET SOUTH OF A FENCE, LEVEL WITH THE ROAD, 2.6 FEET WEST OF A METAL
 CT0690'WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4
 CT0690'FEET IN THE GROUND AND PROJECTING 6 INCHES ABOVE THE GROUND.
 CT0690
 CT0690                          STATION RECOVERY (1994)
 CT0690
 CT0690'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0691 ***********************************************************************
 CT0691  DESIGNATION -  P 1152 RESET 1968
 CT0691  PID         -  CT0691
 CT0691  STATE/COUNTY-  TX/TAYLOR
 CT0691  USGS QUAD   -  LAKE ABILENE (1987)
 CT0691
 CT0691                         *CURRENT SURVEY CONTROL
 CT0691  ___________________________________________________________________
 CT0691* NAD 83(1986)-  32 14 19.     (N)    099 56 23.     (W)     SCALED    
 CT0691* NAVD 88     -       626.88   (+/-2cm)    2056.7    (feet)  VERTCON   
 CT0691  ___________________________________________________________________
 CT0691  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CT0691
 CT0691  VERT ORDER  -  THIRD (See Below)
 CT0691
 CT0691.The horizontal coordinates were scaled from a topographic map and have
 CT0691.an estimated accuracy of +/- 6 seconds.
 CT0691
 CT0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0691.The vertical order pertains to the NGVD 29 superseded value.
 CT0691
 CT0691.The geoid height was determined by GEOID03.
 CT0691
 CT0691;                    North         East    Units  Estimated Accuracy
 CT0691;SPC TXNC     - 2,064,350.      464,320.      MT  (+/- 180 meters Scaled)
 CT0691
 CT0691                          SUPERSEDED SURVEY CONTROL
 CT0691
 CT0691  NGVD 29 (01/29/03)  626.71   (m)         2056.1    (f) RESET       3  
 CT0691
 CT0691.Superseded values are not recommended for survey control.
 CT0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0691.See file dsdata.txt to determine how the superseded data were derived.
 CT0691
 CT0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA114672(NAD 83)
 CT0691_MARKER: DB = BENCH MARK DISK
 CT0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0691_STAMPING: P 1152 RESET 1968
 CT0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0691+STABILITY: SURFACE MOTION
 CT0691
 CT0691  HISTORY     - Date     Condition        Report By
 CT0691  HISTORY     - 1968     MONUMENTED       TXHD
 CT0691
 CT0691                          STATION DESCRIPTION
 CT0691
 CT0691'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CT0691'8.7 MI SW FROM BUFFALO GAP.
 CT0691'0.4 MILE SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0691'GAP, THENCE 4.45 MILES WEST ALONG FARM ROAD 89, THENCE 3.85 MILES WEST
 CT0691'ALONG A GRAVEL ROAD, 49 FEET RIGHT OF THE CENTER LINE OF FARM ROAD 89,
 CT0691'2 FEET SOUTH OF A FENCE, 5 FEET BEFORE AN ANGLE TO THE RIGHT IN THE
 CT0691'FENCE LINE, 2 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET IN THE
 CT0691'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0222 ***********************************************************************
 CU0222  DESIGNATION -  P 1157
 CU0222  PID         -  CU0222
 CU0222  STATE/COUNTY-  TX/TAYLOR
 CU0222  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0222
 CU0222                         *CURRENT SURVEY CONTROL
 CU0222  ___________________________________________________________________
 CU0222* NAD 83(1986)-  32 21 22.     (N)    100 03 36.     (W)     SCALED    
 CU0222* NAVD 88     -       614.097  (meters)    2014.75   (feet)  ADJUSTED  
 CU0222  ___________________________________________________________________
 CU0222  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CU0222  DYNAMIC HT  -         613.287 (meters)    2012.09  (feet)  COMP
 CU0222  MODELED GRAV-     979,300.3   (mgal)                       NAVD 88
 CU0222
 CU0222  VERT ORDER  -  SECOND    CLASS 0
 CU0222
 CU0222.The horizontal coordinates were scaled from a topographic map and have
 CU0222.an estimated accuracy of +/- 6 seconds.
 CU0222
 CU0222.The orthometric height was determined by differential leveling
 CU0222.and adjusted by the National Geodetic Survey in June 1991..
 CU0222
 CU0222.The geoid height was determined by GEOID03.
 CU0222
 CU0222.The dynamic height is computed by dividing the NAVD 88
 CU0222.geopotential number by the normal gravity value computed on the
 CU0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0222.degrees latitude (g = 980.6199 gals.).
 CU0222
 CU0222.The modeled gravity was interpolated from observed gravity values.
 CU0222
 CU0222;                    North         East    Units  Estimated Accuracy
 CU0222;SPC TXNC     - 2,077,540.      453,180.      MT  (+/- 180 meters Scaled)
 CU0222
 CU0222                          SUPERSEDED SURVEY CONTROL
 CU0222
 CU0222  NGVD 29 (??/??/92)  613.907  (m)         2014.13   (f) ADJ UNCH    2 0
 CU0222
 CU0222.Superseded values are not recommended for survey control.
 CU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0222.See file dsdata.txt to determine how the superseded data were derived.
 CU0222
 CU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA002804(NAD 83)
 CU0222_MARKER: DB = BENCH MARK DISK
 CU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0222_STAMPING: P 1157 1961
 CU0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0222+STABILITY: SURFACE MOTION
 CU0222
 CU0222  HISTORY     - Date     Condition        Report By
 CU0222  HISTORY     - 1961     MONUMENTED       CGS
 CU0222  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 CU0222
 CU0222                          STATION DESCRIPTION
 CU0222
 CU0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0222'10.65 MI S FROM MERKEL.
 CU0222'10.65 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0222'42 FEET NORTHEAST OF THE CENTER LINE OF FARM ROAD 126, 13 FEET
 CU0222'SOUTHEAST OF THE CENTER OF A GATE INTO A FIELD, 3 FEET ABOVE THE LEVEL
 CU0222'OF THE ROAD, 2 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 4
 CU0222'FEET NORTHWEST OF METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12
 CU0222'INCH ROUND CONCRETE POST 3.6 FEET BELOW THE GROUND SURFACE, COVERED
 CU0222'WITH BROKEN GLASS AND DIRT.
 CU0222
 CU0222                          STATION RECOVERY (1994)
 CU0222
 CU0222'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0585 ***********************************************************************
 CT0585  DESIGNATION -  P 1158
 CT0585  PID         -  CT0585
 CT0585  STATE/COUNTY-  TX/CALLAHAN
 CT0585  USGS QUAD   -  EULA (1984)
 CT0585
 CT0585                         *CURRENT SURVEY CONTROL
 CT0585  ___________________________________________________________________
 CT0585* NAD 83(1986)-  32 22 25.     (N)    099 30 35.     (W)     SCALED    
 CT0585* NAVD 88     -       604.102  (meters)    1981.96   (feet)  POSTED    
 CT0585  ___________________________________________________________________
 CT0585  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CT0585  DYNAMIC HT  -         603.310 (meters)    1979.36  (feet)  COMP
 CT0585  MODELED GRAV-     979,305.0   (mgal)                       NAVD 88
 CT0585
 CT0585  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0585
 CT0585.The horizontal coordinates were scaled from a topographic map and have
 CT0585.an estimated accuracy of +/- 6 seconds.
 CT0585
 CT0585.The orthometric height was determined by differential leveling
 CT0585.and adjusted by the National Geodetic Survey in 1992..
 CT0585.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0585.rate of 1.1 thru 2.0 mm/km.
 CT0585
 CT0585.The geoid height was determined by GEOID03.
 CT0585
 CT0585.The dynamic height is computed by dividing the NAVD 88
 CT0585.geopotential number by the normal gravity value computed on the
 CT0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0585.degrees latitude (g = 980.6199 gals.).
 CT0585
 CT0585.The modeled gravity was interpolated from observed gravity values.
 CT0585
 CT0585;                    North         East    Units  Estimated Accuracy
 CT0585;SPC TXNC     - 2,078,850.      504,980.      MT  (+/- 180 meters Scaled)
 CT0585
 CT0585                          SUPERSEDED SURVEY CONTROL
 CT0585
 CT0585  NGVD 29 (??/??/92)  603.927  (m)         1981.38   (f) ADJ UNCH    1 2
 CT0585
 CT0585.Superseded values are not recommended for survey control.
 CT0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0585.See file dsdata.txt to determine how the superseded data were derived.
 CT0585
 CT0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA520819(NAD 83)
 CT0585_MARKER: DB = BENCH MARK DISK
 CT0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0585_STAMPING: P 1158 1961
 CT0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0585+STABILITY: SURFACE MOTION
 CT0585
 CT0585  HISTORY     - Date     Condition        Report By
 CT0585  HISTORY     - 1961     MONUMENTED       CGS
 CT0585
 CT0585                          STATION DESCRIPTION
 CT0585
 CT0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0585'2.9 MI SW FROM CLYDE.
 CT0585'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0585'TO FARM ROAD 604, THENCE 2.7 MILES SOUTHWEST ALONG FARM ROAD 604, 37
 CT0585'FEET NORTH OF THE CENTER LINE OF FARM ROAD 604, 6.6 FEET SOUTH OF A
 CT0585'POWER POLE WITH A TRANSFORMER, 0.7 FEET EAST OF A FENCE, 0.6 FEET
 CT0585'BELOW THE LEVEL OF THE ROAD, 3.2 FEET NORTH OF A METAL WITNESS POST
 CT0585'WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE
 CT0585'GROUND AND PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0621 ***********************************************************************
 CT0621  DESIGNATION -  P 1159
 CT0621  PID         -  CT0621
 CT0621  STATE/COUNTY-  TX/TAYLOR
 CT0621  USGS QUAD   -  LAWN (1967)
 CT0621
 CT0621                         *CURRENT SURVEY CONTROL
 CT0621  ___________________________________________________________________
 CT0621* NAD 83(1986)-  32 08 41.     (N)    099 38 53.     (W)     SCALED    
 CT0621* NAVD 88     -       607.638  (meters)    1993.56   (feet)  POSTED    
 CT0621  ___________________________________________________________________
 CT0621  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CT0621  DYNAMIC HT  -         606.840 (meters)    1990.94  (feet)  COMP
 CT0621  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CT0621
 CT0621  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0621
 CT0621.The horizontal coordinates were scaled from a topographic map and have
 CT0621.an estimated accuracy of +/- 6 seconds.
 CT0621
 CT0621.The orthometric height was determined by differential leveling
 CT0621.and adjusted by the National Geodetic Survey in 1992..
 CT0621.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0621.rate of 1.1 thru 2.0 mm/km.
 CT0621
 CT0621.The geoid height was determined by GEOID03.
 CT0621
 CT0621.The dynamic height is computed by dividing the NAVD 88
 CT0621.geopotential number by the normal gravity value computed on the
 CT0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0621.degrees latitude (g = 980.6199 gals.).
 CT0621
 CT0621.The modeled gravity was interpolated from observed gravity values.
 CT0621
 CT0621;                    North         East    Units  Estimated Accuracy
 CT0621;SPC TXNC     - 2,053,610.      491,690.      MT  (+/- 180 meters Scaled)
 CT0621
 CT0621                          SUPERSEDED SURVEY CONTROL
 CT0621
 CT0621  NGVD 29 (??/??/92)  607.496  (m)         1993.09   (f) ADJ UNCH    1 2
 CT0621
 CT0621.Superseded values are not recommended for survey control.
 CT0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0621.See file dsdata.txt to determine how the superseded data were derived.
 CT0621
 CT0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA388566(NAD 83)
 CT0621_MARKER: DB = BENCH MARK DISK
 CT0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0621_STAMPING: P 1159 1961
 CT0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0621+STABILITY: SURFACE MOTION
 CT0621
 CT0621  HISTORY     - Date     Condition        Report By
 CT0621  HISTORY     - 1961     MONUMENTED       CGS
 CT0621  HISTORY     - 1982     GOOD             NGS
 CT0621  HISTORY     - 19940708 GOOD             USPSQD
 CT0621
 CT0621                          STATION DESCRIPTION
 CT0621
 CT0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0621'6.0 MI E FROM LAWN.
 CT0621'6.0 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0621'37 FEET NORTH OF CENTERLINE OF THE HIGHWAY, 9 FEET WEST OF A POWER
 CT0621'POLE WITH TRANSFORMER, 3 FEET ABOVE THE LEVEL OF THE ROAD, 2.6 FEET
 CT0621'WEST OF A METAL WITNESS POST WITH SIGN, 1.8 FEET SOUTHEAST OF A FENCE
 CT0621'CORNER, SET IN TOP OF A CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CT0621'GROUND.
 CT0621
 CT0621                          STATION RECOVERY (1982)
 CT0621
 CT0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0621'9.7 KM (6.05 MI) EAST ALONG FARM ROAD 604 FROM ITS JUNCTION WITH U.S
 CT0621'HIGHWAY 84 IN LAWN. 11.3 M. (37.1 FT) N OF THE CENTERLINE OF THE
 CT0621'ROAD. 2.8 N. (9.2 FT) W OF A UTILITY POLE, 0.5 M. (1.6 FT) SE OF A
 CT0621'FENCE CORNER, AND 0.3 M. (1.0 FT) S OF A FENCE.
 CT0621
 CT0621                          STATION RECOVERY (1994)
 CT0621
 CT0621'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1047 ***********************************************************************
 BZ1047  DESIGNATION -  P 116
 BZ1047  PID         -  BZ1047
 BZ1047  STATE/COUNTY-  TX/BOSQUE
 BZ1047  USGS QUAD   -  SPRING CREEK GAP (1979)
 BZ1047
 BZ1047                         *CURRENT SURVEY CONTROL
 BZ1047  ___________________________________________________________________
 BZ1047* NAD 83(1986)-  31 59 13.     (N)    097 53 07.     (W)     SCALED    
 BZ1047* NAVD 88     -       272.492  (meters)     894.00   (feet)  ADJUSTED  
 BZ1047  ___________________________________________________________________
 BZ1047  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BZ1047  DYNAMIC HT  -         272.152 (meters)     892.89  (feet)  COMP
 BZ1047  MODELED GRAV-     979,383.6   (mgal)                       NAVD 88
 BZ1047
 BZ1047  VERT ORDER  -  SECOND    CLASS 0
 BZ1047
 BZ1047.The horizontal coordinates were scaled from a topographic map and have
 BZ1047.an estimated accuracy of +/- 6 seconds.
 BZ1047
 BZ1047.The orthometric height was determined by differential leveling
 BZ1047.and adjusted by the National Geodetic Survey in June 1991..
 BZ1047
 BZ1047.The geoid height was determined by GEOID03.
 BZ1047
 BZ1047.The dynamic height is computed by dividing the NAVD 88
 BZ1047.geopotential number by the normal gravity value computed on the
 BZ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1047.degrees latitude (g = 980.6199 gals.).
 BZ1047
 BZ1047.The modeled gravity was interpolated from observed gravity values.
 BZ1047
 BZ1047;                    North         East    Units  Estimated Accuracy
 BZ1047;SPC TX C     - 3,259,780.      931,350.      MT  (+/- 180 meters Scaled)
 BZ1047
 BZ1047                          SUPERSEDED SURVEY CONTROL
 BZ1047
 BZ1047  NGVD 29 (??/??/92)  272.433  (m)          893.81   (f) ADJ UNCH    2 0
 BZ1047
 BZ1047.Superseded values are not recommended for survey control.
 BZ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1047.See file dsdata.txt to determine how the superseded data were derived.
 BZ1047
 BZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA053395(NAD 83)
 BZ1047_MARKER: DB = BENCH MARK DISK
 BZ1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1047_STAMPING: 893.968 P 116 1933
 BZ1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1047+STABILITY: SURFACE MOTION
 BZ1047
 BZ1047  HISTORY     - Date     Condition        Report By
 BZ1047  HISTORY     - 1933     MONUMENTED       CGS
 BZ1047  HISTORY     - 1935     GOOD             NGS
 BZ1047  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 BZ1047  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1047
 BZ1047                          STATION DESCRIPTION
 BZ1047
 BZ1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ1047'0.7 MI W FROM IREDELL.
 BZ1047'0.7 MILE WEST ALONG STATE HIGHWAY 6 FROM IREDELL, BOSQUE COUNTY, NORTH
 BZ1047'OF THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS TRACK, ON THE WEST SIDE
 BZ1047'OF THE HIGHWAY, AND AT A FENCE CORNER AND SET IN THE TOP OF A CONCRETE
 BZ1047'POST.
 BZ1047
 BZ1047                          STATION RECOVERY (1935)
 BZ1047
 BZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BZ1047'RECOVERED IN GOOD CONDITION.
 BZ1047
 BZ1047                          STATION RECOVERY (1999)
 BZ1047
 BZ1047'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1047'MARK NOT FOUND.
 BZ1047
 BZ1047                          STATION RECOVERY (2001)
 BZ1047
 BZ1047'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0702 ***********************************************************************
 CT0702  DESIGNATION -  P 1160
 CT0702  PID         -  CT0702
 CT0702  STATE/COUNTY-  TX/TAYLOR
 CT0702  USGS QUAD   -  TUSCOLA (1967)
 CT0702
 CT0702                         *CURRENT SURVEY CONTROL
 CT0702  ___________________________________________________________________
 CT0702* NAD 83(1986)-  32 13 10.     (N)    099 51 16.     (W)     SCALED    
 CT0702* NAVD 88     -       628.794  (meters)    2062.97   (feet)  ADJUSTED  
 CT0702  ___________________________________________________________________
 CT0702  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CT0702  DYNAMIC HT  -         627.971 (meters)    2060.27  (feet)  COMP
 CT0702  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 CT0702
 CT0702  VERT ORDER  -  SECOND    CLASS 0
 CT0702
 CT0702.The horizontal coordinates were scaled from a topographic map and have
 CT0702.an estimated accuracy of +/- 6 seconds.
 CT0702
 CT0702.The orthometric height was determined by differential leveling
 CT0702.and adjusted by the National Geodetic Survey in June 1991..
 CT0702
 CT0702.The geoid height was determined by GEOID03.
 CT0702
 CT0702.The dynamic height is computed by dividing the NAVD 88
 CT0702.geopotential number by the normal gravity value computed on the
 CT0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0702.degrees latitude (g = 980.6199 gals.).
 CT0702
 CT0702.The modeled gravity was interpolated from observed gravity values.
 CT0702
 CT0702;                    North         East    Units  Estimated Accuracy
 CT0702;SPC TXNC     - 2,062,120.      472,330.      MT  (+/- 180 meters Scaled)
 CT0702
 CT0702                          SUPERSEDED SURVEY CONTROL
 CT0702
 CT0702  NGVD 29 (??/??/92)  628.631  (m)         2062.43   (f) ADJ UNCH    2 0
 CT0702
 CT0702.Superseded values are not recommended for survey control.
 CT0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0702.See file dsdata.txt to determine how the superseded data were derived.
 CT0702
 CT0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA194650(NAD 83)
 CT0702_MARKER: DB = BENCH MARK DISK
 CT0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0702_STAMPING: P 1160 1961
 CT0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0702+STABILITY: SURFACE MOTION
 CT0702
 CT0702  HISTORY     - Date     Condition        Report By
 CT0702  HISTORY     - 1961     MONUMENTED       CGS
 CT0702  HISTORY     - 1982     GOOD             NGS
 CT0702  HISTORY     - 19940706 GOOD             USPSQD
 CT0702
 CT0702                          STATION DESCRIPTION
 CT0702
 CT0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0702'4.05 MI W FROM TUSCOLA.
 CT0702'3.15 MILES WEST ALONG FARM ROAD 613 FROM THE POST OFFICE AT TUSCOLA,
 CT0702'THENCE 0.9 MILES WEST ALONG FARM MARKET ROAD, 0.5 MILES WEST OF A FARM
 CT0702'HOUSE, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET NORTH OF
 CT0702'A METAL WITNESS POST WITH SIGN, 1 FOOT WEST OF A FENCE, ABOUT 1 FOOT
 CT0702'BELOW THE LEVEL OF THE ROAD, SET IN TOP OF A 12 INCH ROUND CONCRETE
 CT0702'POST 4 FEET IN THE GROUND AND PROJECTING 6 INCHES ABOVE THE GROUND.
 CT0702
 CT0702                          STATION RECOVERY (1982)
 CT0702
 CT0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0702'RECOVERED IN GOOD CONDITION.
 CT0702
 CT0702                          STATION RECOVERY (1994)
 CT0702
 CT0702'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0415 ***********************************************************************
 CR0415  DESIGNATION -  P 1161
 CR0415  PID         -  CR0415
 CR0415  STATE/COUNTY-  TX/SMITH
 CR0415  USGS QUAD   -  TYLER SOUTH (1973)
 CR0415
 CR0415                         *CURRENT SURVEY CONTROL
 CR0415  ___________________________________________________________________
 CR0415* NAD 83(1986)-  32 18 46.     (N)    095 19 24.     (W)     SCALED    
 CR0415* NAVD 88     -       167.251  (meters)     548.72   (feet)  ADJUSTED  
 CR0415  ___________________________________________________________________
 CR0415  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0415  DYNAMIC HT  -         167.055 (meters)     548.08  (feet)  COMP
 CR0415  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 CR0415
 CR0415  VERT ORDER  -  FIRST     CLASS II
 CR0415
 CR0415.The horizontal coordinates were scaled from a topographic map and have
 CR0415.an estimated accuracy of +/- 6 seconds.
 CR0415
 CR0415.The orthometric height was determined by differential leveling
 CR0415.and adjusted by the National Geodetic Survey in June 1991..
 CR0415
 CR0415.The geoid height was determined by GEOID03.
 CR0415
 CR0415.The dynamic height is computed by dividing the NAVD 88
 CR0415.geopotential number by the normal gravity value computed on the
 CR0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0415.degrees latitude (g = 980.6199 gals.).
 CR0415
 CR0415.The modeled gravity was interpolated from observed gravity values.
 CR0415
 CR0415;                    North         East    Units  Estimated Accuracy
 CR0415;SPC TXNC     - 2,076,170.      899,090.      MT  (+/- 180 meters Scaled)
 CR0415
 CR0415                          SUPERSEDED SURVEY CONTROL
 CR0415
 CR0415  NGVD 29 (??/??/92)  167.280  (m)          548.82   (f) ADJ UNCH    1 2
 CR0415
 CR0415.Superseded values are not recommended for survey control.
 CR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0415.See file dsdata.txt to determine how the superseded data were derived.
 CR0415
 CR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR812774(NAD 83)
 CR0415_MARKER: DB = BENCH MARK DISK
 CR0415_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0415_SP_SET: 28 FT.
 CR0415_STAMPING: P 1161 1959
 CR0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0415
 CR0415  HISTORY     - Date     Condition        Report By
 CR0415  HISTORY     - 1959     MONUMENTED       CGS
 CR0415  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0415
 CR0415                          STATION DESCRIPTION
 CR0415
 CR0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0415'4.3 MI S FROM TYLER.
 CR0415'ABOUT 1.9 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0415'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, THENCE ABOUT 2.4 MILES
 CR0415'SOUTH ALONG A BRANCH LINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY, ABOUT
 CR0415'0.3 MILE SOUTHEAST OF MILEPOST 550, 33 FEET SOUTHWEST OF THE SOUTHWEST
 CR0415'RAIL, 61 FEET WEST OF THE CENTER OF THE LAKE PLACID ROAD CROSSING, 49
 CR0415'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A GROCERY STORE, 10
 CR0415'FEET NORTHEAST OF A POWER POLE, ABOUT LEVEL WITH THE TRACKS, AND ON
 CR0415'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 CR0415'28 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 3 INCHES.
 CR0415
 CR0415                          STATION RECOVERY (1996)
 CR0415
 CR0415'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0832 ***********************************************************************
 CR0832  DESIGNATION -  P 1162
 CR0832  PID         -  CR0832
 CR0832  STATE/COUNTY-  TX/RAINS
 CR0832  USGS QUAD   -  ALBA (1981)
 CR0832
 CR0832                         *CURRENT SURVEY CONTROL
 CR0832  ___________________________________________________________________
 CR0832* NAD 83(1986)-  32 51 26.     (N)    095 44 02.     (W)     SCALED    
 CR0832* NAVD 88     -       139.686  (meters)     458.29   (feet)  ADJUSTED  
 CR0832  ___________________________________________________________________
 CR0832  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CR0832  DYNAMIC HT  -         139.530 (meters)     457.77  (feet)  COMP
 CR0832  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 CR0832
 CR0832  VERT ORDER  -  FIRST     CLASS II
 CR0832
 CR0832.The horizontal coordinates were scaled from a topographic map and have
 CR0832.an estimated accuracy of +/- 6 seconds.
 CR0832
 CR0832.The orthometric height was determined by differential leveling
 CR0832.and adjusted by the National Geodetic Survey in June 1991..
 CR0832
 CR0832.The geoid height was determined by GEOID03.
 CR0832
 CR0832.The dynamic height is computed by dividing the NAVD 88
 CR0832.geopotential number by the normal gravity value computed on the
 CR0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0832.degrees latitude (g = 980.6199 gals.).
 CR0832
 CR0832.The modeled gravity was interpolated from observed gravity values.
 CR0832
 CR0832;                    North         East    Units  Estimated Accuracy
 CR0832;SPC TXNC     - 2,135,430.      858,860.      MT  (+/- 180 meters Scaled)
 CR0832
 CR0832                          SUPERSEDED SURVEY CONTROL
 CR0832
 CR0832  NGVD 29 (??/??/92)  139.704  (m)          458.35   (f) ADJ UNCH    1 2
 CR0832
 CR0832.Superseded values are not recommended for survey control.
 CR0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0832.See file dsdata.txt to determine how the superseded data were derived.
 CR0832
 CR0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS441387(NAD 83)
 CR0832_MARKER: DB = BENCH MARK DISK
 CR0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0832_STAMPING: P 1162 1959
 CR0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0832+STABILITY: SURFACE MOTION
 CR0832
 CR0832  HISTORY     - Date     Condition        Report By
 CR0832  HISTORY     - 1959     MONUMENTED       CGS
 CR0832  HISTORY     - 19950808 GOOD             USPSQD
 CR0832  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0832
 CR0832                          STATION DESCRIPTION
 CR0832
 CR0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0832'2.2 MI SE FROM EMORY.
 CR0832'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 CR0832'COURTHOUSE AT EMORY, THENCE ABOUT 2.1 MILE SOUTHEAST ALONG U. S.
 CR0832'HIGHWAY 69, ABOUT 0.3 MILE NORTHWEST OF THE JUNCTION OF A DIRT ROAD
 CR0832'LEADING SOUTHWEST, 80 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CR0832'HIGHWAY, 22 FEET NORTHWEST OF A 12-INCH OAK TREE, 8 INCHES SOUTHWEST
 CR0832'OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, AND IN THE TOP OF
 CR0832'A CONCRETE POST PROJECTING 1 INCH.
 CR0832
 CR0832                          STATION RECOVERY (1995)
 CR0832
 CR0832'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0832'RECOVERED IN GOOD CONDITION.
 CR0832
 CR0832                          STATION RECOVERY (2004)
 CR0832
 CR0832'RECOVERY NOTE BY US POWER SQUADRON 2004 (LLJ)
 CR0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0854 ***********************************************************************
 CR0854  DESIGNATION -  P 1163
 CR0854  PID         -  CR0854
 CR0854  STATE/COUNTY-  TX/RAINS
 CR0854  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR0854
 CR0854                         *CURRENT SURVEY CONTROL
 CR0854  ___________________________________________________________________
 CR0854* NAD 83(1986)-  32 57 13.     (N)    095 53 44.     (W)     SCALED    
 CR0854* NAVD 88     -       155.038  (meters)     508.65   (feet)  ADJUSTED  
 CR0854  ___________________________________________________________________
 CR0854  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CR0854  DYNAMIC HT  -         154.866 (meters)     508.09  (feet)  COMP
 CR0854  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 CR0854
 CR0854  VERT ORDER  -  FIRST     CLASS II
 CR0854
 CR0854.The horizontal coordinates were scaled from a topographic map and have
 CR0854.an estimated accuracy of +/- 6 seconds.
 CR0854
 CR0854.The orthometric height was determined by differential leveling
 CR0854.and adjusted by the National Geodetic Survey in June 1991..
 CR0854
 CR0854.The geoid height was determined by GEOID03.
 CR0854
 CR0854.The dynamic height is computed by dividing the NAVD 88
 CR0854.geopotential number by the normal gravity value computed on the
 CR0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0854.degrees latitude (g = 980.6199 gals.).
 CR0854
 CR0854.The modeled gravity was interpolated from observed gravity values.
 CR0854
 CR0854;                    North         East    Units  Estimated Accuracy
 CR0854;SPC TXNC     - 2,145,730.      843,470.      MT  (+/- 180 meters Scaled)
 CR0854
 CR0854                          SUPERSEDED SURVEY CONTROL
 CR0854
 CR0854  NGVD 29 (??/??/92)  155.040  (m)          508.66   (f) ADJ UNCH    1 2
 CR0854
 CR0854.Superseded values are not recommended for survey control.
 CR0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0854.See file dsdata.txt to determine how the superseded data were derived.
 CR0854
 CR0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS293498(NAD 83)
 CR0854_MARKER: DB = BENCH MARK DISK
 CR0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0854_STAMPING: P 1163 1959
 CR0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0854+STABILITY: SURFACE MOTION
 CR0854
 CR0854  HISTORY     - Date     Condition        Report By
 CR0854  HISTORY     - 1959     MONUMENTED       CGS
 CR0854  HISTORY     - 1965     GOOD             NGS
 CR0854  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR0854
 CR0854                          STATION DESCRIPTION
 CR0854
 CR0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CR0854'2.2 MI NW FROM POINT.
 CR0854'ABOUT 2.2 MILES NORTHWEST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0854'FARM ROAD 47 AT POINT, AT THE SOUTHEAST END OF A ROAD SIDE PARK,
 CR0854'44-1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET
 CR0854'SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE PATIO, 33 FEET WEST OF THE
 CR0854'CENTER LINE OF A PAVED ROAD, 10 FEET NORTHWEST OF A LARGE 3-FORKED
 CR0854'MESQUITE TREE, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CR0854'GROUND.
 CR0854
 CR0854                          STATION RECOVERY (1995)
 CR0854
 CR0854'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0822 ***********************************************************************
 BL0822  DESIGNATION -  P 1164
 BL0822  PID         -  BL0822
 BL0822  STATE/COUNTY-  TX/WALKER
 BL0822  USGS QUAD   -  PHELPS (1976)
 BL0822
 BL0822                         *CURRENT SURVEY CONTROL
 BL0822  ___________________________________________________________________
 BL0822* NAD 83(1986)-  30 40 02.     (N)    095 26 50.     (W)     SCALED    
 BL0822* NAVD 88     -        95.09   (+/-2cm)     312.0    (feet)  VERTCON   
 BL0822  ___________________________________________________________________
 BL0822  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL0822
 BL0822  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0822
 BL0822.The horizontal coordinates were scaled from a topographic map and have
 BL0822.an estimated accuracy of +/- 6 seconds.
 BL0822
 BL0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0822.The vertical order pertains to the NGVD 29 superseded value.
 BL0822
 BL0822.The geoid height was determined by GEOID03.
 BL0822
 BL0822;                    North         East    Units  Estimated Accuracy
 BL0822;SPC TX C     - 3,121,200.    1,168,060.      MT  (+/- 180 meters Scaled)
 BL0822
 BL0822                          SUPERSEDED SURVEY CONTROL
 BL0822
 BL0822  NGVD 29 (??/??/92)   95.099  (m)          312.00   (f) ADJ UNCH    1 1
 BL0822
 BL0822.Superseded values are not recommended for survey control.
 BL0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0822.See file dsdata.txt to determine how the superseded data were derived.
 BL0822
 BL0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP655952(NAD 83)
 BL0822_MARKER: DB = BENCH MARK DISK
 BL0822_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0822_SP_SET: 24 FEET
 BL0822_STAMPING: P 1164 1959
 BL0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0822
 BL0822  HISTORY     - Date     Condition        Report By
 BL0822  HISTORY     - 1959     MONUMENTED       CGS
 BL0822  HISTORY     - 1973     GOOD             NGS
 BL0822  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0822
 BL0822                          STATION DESCRIPTION
 BL0822
 BL0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0822'2 MI S FROM PHELPS.
 BL0822'ABOUT 2 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL0822'OF SPUR 2296, ABOUT 3 1/2 POLES NORTH OF MILE POST 86, 43.6 FEET EAST
 BL0822'OF THE EAST RAIL, 44 FEET NORTHWEST OF THE CENTER LINE OF THE JUNCTION
 BL0822'OF THE SOUTH ENTRANCE TO A HOUSE, 25 1/2 FEET WEST OF THE CENTER LINE
 BL0822'OF THE ROAD, 0.8 FOOT NORTH OF A METAL WITNESS POST, 3 FEET BELOW THE
 BL0822'LEVEL OF THE RAIL, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER
 BL0822'COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE WHICH IS FLUSH
 BL0822'WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 BL0822
 BL0822                          STATION RECOVERY (1978)
 BL0822
 BL0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0822'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1362 ***********************************************************************
 BY1362  DESIGNATION -  P 1165
 BY1362  PID         -  BY1362
 BY1362  STATE/COUNTY-  TX/HOUSTON
 BY1362  USGS QUAD   -  CROCKETT (1950)
 BY1362
 BY1362                         *CURRENT SURVEY CONTROL
 BY1362  ___________________________________________________________________
 BY1362* NAD 83(1986)-  31 21 30.     (N)    095 28 35.     (W)     SCALED    
 BY1362* NAVD 88     -        96.946  (meters)     318.06   (feet)  ADJUSTED  
 BY1362  ___________________________________________________________________
 BY1362  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1362  DYNAMIC HT  -          96.825 (meters)     317.67  (feet)  COMP
 BY1362  MODELED GRAV-     979,389.1   (mgal)                       NAVD 88
 BY1362
 BY1362  VERT ORDER  -  FIRST     CLASS II
 BY1362
 BY1362.The horizontal coordinates were scaled from a topographic map and have
 BY1362.an estimated accuracy of +/- 6 seconds.
 BY1362
 BY1362.The orthometric height was determined by differential leveling
 BY1362.and adjusted by the National Geodetic Survey in June 1991..
 BY1362
 BY1362.The geoid height was determined by GEOID03.
 BY1362
 BY1362.The dynamic height is computed by dividing the NAVD 88
 BY1362.geopotential number by the normal gravity value computed on the
 BY1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1362.degrees latitude (g = 980.6199 gals.).
 BY1362
 BY1362.The modeled gravity was interpolated from observed gravity values.
 BY1362
 BY1362;                    North         East    Units  Estimated Accuracy
 BY1362;SPC TX C     - 3,197,620.    1,161,920.      MT  (+/- 180 meters Scaled)
 BY1362
 BY1362                          SUPERSEDED SURVEY CONTROL
 BY1362
 BY1362  NGVD 29 (??/??/92)   96.937  (m)          318.03   (f) ADJ UNCH    1 2
 BY1362
 BY1362.Superseded values are not recommended for survey control.
 BY1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1362.See file dsdata.txt to determine how the superseded data were derived.
 BY1362
 BY1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ644719(NAD 83)
 BY1362_MARKER: DB = BENCH MARK DISK
 BY1362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY1362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY1362_STAMPING: P 1165 1960
 BY1362_PROJECTION: FLUSH
 BY1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1362_ROD/PIPE-DEPTH: 9.7  meters
 BY1362
 BY1362  HISTORY     - Date     Condition        Report By
 BY1362  HISTORY     - 1960     MONUMENTED       CGS
 BY1362  HISTORY     - 1980     GOOD             NGS
 BY1362
 BY1362                          STATION DESCRIPTION
 BY1362
 BY1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1362'3.25 MI N FROM CROCKETT.
 BY1362'ABOUT 3.25 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1362'STATION AT CROCKETT, 5 POLES SOUTH OF MILEPOST 34, 142 FEET
 BY1362'WEST-SOUTHWEST OF THE CENTER OF THE FARM ROAD 2160 CROSSING, 133 1/2
 BY1362'FEET WEST OF THE WEST RAIL, 46 FEET SOUTH OF THE CENTER LINE OF THE
 BY1362'FARM ROAD, 2 FEET NORTH OF A FENCE, 70 FEET WEST OF THE CENTER OF A
 BY1362'STEEL GATE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 BY1362'ABOVE THE LEVEL OF THE TRACK, ON THE TOP OF A COPPER COATED STEEL ROD
 BY1362'DRIVEN TO A DEPTH OF 32 FEET AND ENCASED IN A 6-INCH CONCRETE PIPE
 BY1362'THAT PROJECTS 7 INCHES.
 BY1362
 BY1362                          STATION RECOVERY (1980)
 BY1362
 BY1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1362'5.2 KM. (3.2 MI.) NORTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY1362'FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, AT THE JUNCTION OF
 BY1362'FARM ROAD 2160 WHICH LEADS WEST ACROSS THE MISSOURI PACIFIC RAILROAD,
 BY1362'14.0 M. (46.0 FT.) WEST-SOUTHWEST OF THE CENTERLINE OF THE FARM ROAD,
 BY1362'40.8 M. (134 FT.) WEST OF THE WEST RAIL, 21.3 M. (70.0 FT.) WEST OF
 BY1362'THE CENTER OF A STEEL GATE, 0.6 M. (2.0 FT.) NORTH OF A FENCE.
 BY1362'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BY1362'THE MARK IS 0.3 M BELOW THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1404 ***********************************************************************
 BY1404  DESIGNATION -  P 1166
 BY1404  PID         -  BY1404
 BY1404  STATE/COUNTY-  TX/HOUSTON
 BY1404  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1404
 BY1404                         *CURRENT SURVEY CONTROL
 BY1404  ___________________________________________________________________
 BY1404* NAD 83(1986)-  31 03 54.     (N)    095 25 28.     (W)     SCALED    
 BY1404* NAVD 88     -        58.458  (meters)     191.79   (feet)  ADJUSTED  
 BY1404  ___________________________________________________________________
 BY1404  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY1404  DYNAMIC HT  -          58.384 (meters)     191.55  (feet)  COMP
 BY1404  MODELED GRAV-     979,374.1   (mgal)                       NAVD 88
 BY1404
 BY1404  VERT ORDER  -  FIRST     CLASS II
 BY1404
 BY1404.The horizontal coordinates were scaled from a topographic map and have
 BY1404.an estimated accuracy of +/- 6 seconds.
 BY1404
 BY1404.The orthometric height was determined by differential leveling
 BY1404.and adjusted by the National Geodetic Survey in June 1991..
 BY1404
 BY1404.The geoid height was determined by GEOID03.
 BY1404
 BY1404.The dynamic height is computed by dividing the NAVD 88
 BY1404.geopotential number by the normal gravity value computed on the
 BY1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1404.degrees latitude (g = 980.6199 gals.).
 BY1404
 BY1404.The modeled gravity was interpolated from observed gravity values.
 BY1404
 BY1404;                    North         East    Units  Estimated Accuracy
 BY1404;SPC TX C     - 3,165,350.    1,168,290.      MT  (+/- 180 meters Scaled)
 BY1404
 BY1404                          SUPERSEDED SURVEY CONTROL
 BY1404
 BY1404  NGVD 29 (??/??/92)   58.468  (m)          191.82   (f) ADJ UNCH    1 2
 BY1404
 BY1404.Superseded values are not recommended for survey control.
 BY1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1404.See file dsdata.txt to determine how the superseded data were derived.
 BY1404
 BY1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ686393(NAD 83)
 BY1404_MARKER: DB = BENCH MARK DISK
 BY1404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1404_SP_SET: BRIDGE
 BY1404_STAMPING: P 1166 1960
 BY1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1404
 BY1404  HISTORY     - Date     Condition        Report By
 BY1404  HISTORY     - 1960     MONUMENTED       CGS
 BY1404  HISTORY     - 1979     GOOD             NGS
 BY1404
 BY1404                          STATION DESCRIPTION
 BY1404
 BY1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1404'5.9 MI SW FROM LOVELADY.
 BY1404'ABOUT 4.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1404'STATION AT LOVELADY, THENCE 1.1 MILES WEST ALONG A GRADED DIRT ROAD,
 BY1404'IN THE TOP OF THE NORTH END OF THE EAST CURB OF A CONCRETE HIGHWAY
 BY1404'BRIDGE OVER TANTABOGUE CREEK WHICH IS THE HOUSTON-TRINITY COUNTY LINE,
 BY1404'16 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 45, 322 FEET SOUTH OF
 BY1404'THE CENTER LINE OF A DIRT ROAD, 1.0 FOOT ABOVE THE LEVEL OF THE
 BY1404'HIGHWAY AND 1.0 FOOT WEST OF A STEEL GUARD RAIL.
 BY1404
 BY1404                          STATION RECOVERY (1979)
 BY1404
 BY1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1404'NOTE-A DISCREPENCY EXISTS FOR STAMPING AND COUNTY AS RECORDED IN THE
 BY1404'PREVIOUS DESCRIPTION.  6.85 KM. (4.25 MI.) SOUTH ALONG STATE HIGHWAY
 BY1404'19 FROM THE JUNCTION OF FARM ROADS 1280 AND 230 IN LOVELADY, IN TOP OF
 BY1404'THE NORTH END OF THE EAST CURB OF A CONCRETE BRIDGE OVER TANTABOQUE
 BY1404'CREEK WHICH IS AT THE HOUSTON-TRINITY COUNTY LINE.  4.9 M. (16.0 FT.)
 BY1404'EAST OF THE CENTERLINE OF THE HIGHWAY, 98.0 M. (322 FT.) SOUTH OF A
 BY1404'DIRT ROAD LEADING EAST, 0.3 M. (1.0 FT.) WEST OF A STEEL GUARDRAIL.
 BY1404'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0082 ***********************************************************************
 DO0082  DESIGNATION -  P 1167
 DO0082  PID         -  DO0082
 DO0082  STATE/COUNTY-  TX/CLAY
 DO0082  USGS QUAD   -  JOY (1964)
 DO0082
 DO0082                         *CURRENT SURVEY CONTROL
 DO0082  ___________________________________________________________________
 DO0082* NAD 83(1986)-  33 33 27.     (N)    098 11 54.     (W)     SCALED    
 DO0082* NAVD 88     -       312.706  (meters)    1025.94   (feet)  ADJUSTED  
 DO0082  ___________________________________________________________________
 DO0082  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DO0082  DYNAMIC HT  -         312.354 (meters)    1024.78  (feet)  COMP
 DO0082  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 DO0082
 DO0082  VERT ORDER  -  SECOND    CLASS 0
 DO0082
 DO0082.The horizontal coordinates were scaled from a topographic map and have
 DO0082.an estimated accuracy of +/- 6 seconds.
 DO0082
 DO0082.The orthometric height was determined by differential leveling
 DO0082.and adjusted by the National Geodetic Survey in June 1991..
 DO0082
 DO0082.The geoid height was determined by GEOID03.
 DO0082
 DO0082.The dynamic height is computed by dividing the NAVD 88
 DO0082.geopotential number by the normal gravity value computed on the
 DO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0082.degrees latitude (g = 980.6199 gals.).
 DO0082
 DO0082.The modeled gravity was interpolated from observed gravity values.
 DO0082
 DO0082;                    North         East    Units  Estimated Accuracy
 DO0082;SPC TXNC     - 2,209,720.      628,010.      MT  (+/- 180 meters Scaled)
 DO0082
 DO0082                          SUPERSEDED SURVEY CONTROL
 DO0082
 DO0082  NGVD 29 (??/??/92)  312.777  (m)         1026.17   (f) ADJ UNCH    2 0
 DO0082
 DO0082.Superseded values are not recommended for survey control.
 DO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0082.See file dsdata.txt to determine how the superseded data were derived.
 DO0082
 DO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC744133(NAD 83)
 DO0082_MARKER: DB = BENCH MARK DISK
 DO0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0082_SP_SET: ABUTMENT
 DO0082_STAMPING: P 1167 1961
 DO0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0082
 DO0082  HISTORY     - Date     Condition        Report By
 DO0082  HISTORY     - 1961     MONUMENTED       CGS
 DO0082
 DO0082                          STATION DESCRIPTION
 DO0082
 DO0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0082'3.6 MI W FROM BUFFALO SPRINGS.
 DO0082'ABOUT 3.5 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0082'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, THENCE 0.1
 DO0082'MILE SOUTH ALONG STATE HIGHWAY 148, 0.1 MILE SOUTH OF A GULF SERVICE
 DO0082'STATION, 14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 DO0082'TOP OF THE SOUTH END OF THE WEST CONCRETE CURB AND OVER THE TOP OF THE
 DO0082'WEST END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE, AND ABOUT 1 FOOT
 DO0082'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0165 ***********************************************************************
 DO0165  DESIGNATION -  P 1168
 DO0165  PID         -  DO0165
 DO0165  STATE/COUNTY-  TX/JACK
 DO0165  USGS QUAD   -  JACKSBORO (1982)
 DO0165
 DO0165                         *CURRENT SURVEY CONTROL
 DO0165  ___________________________________________________________________
 DO0165* NAD 83(1986)-  33 13 38.     (N)    098 09 45.     (W)     SCALED    
 DO0165* NAVD 88     -       320.914  (meters)    1052.87   (feet)  ADJUSTED  
 DO0165  ___________________________________________________________________
 DO0165  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DO0165  DYNAMIC HT  -         320.547 (meters)    1051.66  (feet)  COMP
 DO0165  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 DO0165
 DO0165  VERT ORDER  -  SECOND    CLASS 0
 DO0165
 DO0165.The horizontal coordinates were scaled from a topographic map and have
 DO0165.an estimated accuracy of +/- 6 seconds.
 DO0165
 DO0165.The orthometric height was determined by differential leveling
 DO0165.and adjusted by the National Geodetic Survey in June 1991..
 DO0165
 DO0165.The geoid height was determined by GEOID03.
 DO0165
 DO0165.The dynamic height is computed by dividing the NAVD 88
 DO0165.geopotential number by the normal gravity value computed on the
 DO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0165.degrees latitude (g = 980.6199 gals.).
 DO0165
 DO0165.The modeled gravity was interpolated from observed gravity values.
 DO0165
 DO0165;                    North         East    Units  Estimated Accuracy
 DO0165;SPC TXNC     - 2,173,100.      631,460.      MT  (+/- 180 meters Scaled)
 DO0165
 DO0165                          SUPERSEDED SURVEY CONTROL
 DO0165
 DO0165  NGVD 29 (??/??/92)  320.846  (m)         1052.64   (f) ADJ UNCH    2 0
 DO0165
 DO0165.Superseded values are not recommended for survey control.
 DO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0165.See file dsdata.txt to determine how the superseded data were derived.
 DO0165
 DO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB780767(NAD 83)
 DO0165_MARKER: DB = BENCH MARK DISK
 DO0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0165_SP_SET: CULVERT
 DO0165_STAMPING: P 1168 1961
 DO0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0165
 DO0165  HISTORY     - Date     Condition        Report By
 DO0165  HISTORY     - 1961     MONUMENTED       CGS
 DO0165  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0165  HISTORY     - 20050416 GOOD             USPSQD
 DO0165
 DO0165                          STATION DESCRIPTION
 DO0165
 DO0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0165'0.7 MI NW FROM JACKSBORO.
 DO0165'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0165'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, AT THE JUNCTION OF STATE
 DO0165'HIGHWAY 148 LEADING NORTH AND U. S. HIGHWAY 281 AND STATE HIGHWAY 199
 DO0165'WHICH LEAD NORTHWEST, 55 FEET NORTH OF THE CENTER LINE OF U. S.
 DO0165'HIGHWAY 281 AND STATE HIGHWAY 199, 25 FEET NORTHEAST OF THE CENTERLINE
 DO0165'OF STATE HIGHWAY 148, SET IN THE TOP OF THE NORTHWEST END OF THE
 DO0165'NORTHEAST CONCRETE HEAD WALL OF A DOUBLE CHANNEL STEEL CULVERT UNDER
 DO0165'THE HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 DO0165
 DO0165                          STATION RECOVERY (2001)
 DO0165
 DO0165'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0165'MARK NOT FOUND.
 DO0165
 DO0165                          STATION RECOVERY (2005)
 DO0165
 DO0165'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0099 ***********************************************************************
 DO0099  DESIGNATION -  P 1169 RESET 1961
 DO0099  PID         -  DO0099
 DO0099  STATE/COUNTY-  TX/ARCHER
 DO0099  USGS QUAD   -  WINDTHORST (1962)
 DO0099
 DO0099                         *CURRENT SURVEY CONTROL
 DO0099  ___________________________________________________________________
 DO0099* NAD 83(1986)-  33 30 01.     (N)    098 26 46.     (W)     SCALED    
 DO0099* NAVD 88     -       344.03   (+/-2cm)    1128.7    (feet)  VERTCON   
 DO0099  ___________________________________________________________________
 DO0099  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0099
 DO0099  VERT ORDER  -  THIRD (See Below)
 DO0099
 DO0099.The horizontal coordinates were scaled from a topographic map and have
 DO0099.an estimated accuracy of +/- 6 seconds.
 DO0099
 DO0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0099.The vertical order pertains to the NGVD 29 superseded value.
 DO0099
 DO0099.The geoid height was determined by GEOID03.
 DO0099
 DO0099;                    North         East    Units  Estimated Accuracy
 DO0099;SPC TXNC     - 2,203,330.      605,010.      MT  (+/- 180 meters Scaled)
 DO0099
 DO0099                          SUPERSEDED SURVEY CONTROL
 DO0099
 DO0099  NGVD 29 (??/??/??)  343.95   (m)         1128.4    (f) RESET       3  
 DO0099
 DO0099.Superseded values are not recommended for survey control.
 DO0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0099.See file dsdata.txt to determine how the superseded data were derived.
 DO0099
 DO0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC514068(NAD 83)
 DO0099_MARKER: DB = BENCH MARK DISK
 DO0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0099_STAMPING: P 1169 RESET 1961
 DO0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0099+STABILITY: SURFACE MOTION
 DO0099
 DO0099  HISTORY     - Date     Condition        Report By
 DO0099  HISTORY     - 1961     MONUMENTED       CGS
 DO0099  HISTORY     - 20010530 GOOD             USPSQD
 DO0099
 DO0099                          STATION DESCRIPTION
 DO0099
 DO0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0099'5.0 MI S FROM WINDTHORST.
 DO0099'ABOUT 5.0 MILES SOUTH OF THE SMALL VILLAGE OF WINDTHORST, ALONG U.S.
 DO0099'HIGHWAY NO. 281, 1.3 MILES NORTH OF THE JUNCTION OF NO. 281 AND STATE
 DO0099'HIGHWAY NO. 61, ABOUT 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE LINE,
 DO0099'2 FEET SOUTH OF A POWER POLE AND 20 YARDS SOUTH OF THE CENTERLINE OF
 DO0099'THE ENTRANCE ROAD TO THE J. W. HASTINGS RANCH YARD.  IT IS ABOUT 75
 DO0099'YARDS SOUTHWEST OF THE RANCH HOUSE.  A STANDARD DISK STAMPED P 1169
 DO0099'RESET 1961 IN CONCRETE POST PROJECTING ABOUT 6 INCHES.
 DO0099
 DO0099                          STATION RECOVERY (2001)
 DO0099
 DO0099'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0046 ***********************************************************************
 CA0046  DESIGNATION -  P 117
 CA0046  PID         -  CA0046
 CA0046  STATE/COUNTY-  TX/HAMILTON
 CA0046  USGS QUAD   -  HAMILTON WEST (1979)
 CA0046
 CA0046                         *CURRENT SURVEY CONTROL
 CA0046  ___________________________________________________________________
 CA0046* NAD 83(1986)-  31 41 24.     (N)    098 14 22.     (W)     SCALED    
 CA0046* NAVD 88     -       408.395  (meters)    1339.88   (feet)  ADJUSTED  
 CA0046  ___________________________________________________________________
 CA0046  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CA0046  DYNAMIC HT  -         407.867 (meters)    1338.14  (feet)  COMP
 CA0046  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 CA0046
 CA0046  VERT ORDER  -  SECOND    CLASS 0
 CA0046
 CA0046.The horizontal coordinates were scaled from a topographic map and have
 CA0046.an estimated accuracy of +/- 6 seconds.
 CA0046
 CA0046.The orthometric height was determined by differential leveling
 CA0046.and adjusted by the National Geodetic Survey in June 1991..
 CA0046
 CA0046.The geoid height was determined by GEOID03.
 CA0046
 CA0046.The dynamic height is computed by dividing the NAVD 88
 CA0046.geopotential number by the normal gravity value computed on the
 CA0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0046.degrees latitude (g = 980.6199 gals.).
 CA0046
 CA0046.The modeled gravity was interpolated from observed gravity values.
 CA0046
 CA0046;                    North         East    Units  Estimated Accuracy
 CA0046;SPC TX C     - 3,226,170.      898,500.      MT  (+/- 180 meters Scaled)
 CA0046
 CA0046                          SUPERSEDED SURVEY CONTROL
 CA0046
 CA0046  NGVD 29 (??/??/92)  408.312  (m)         1339.60   (f) ADJ UNCH    2 0
 CA0046
 CA0046.Superseded values are not recommended for survey control.
 CA0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0046.See file dsdata.txt to determine how the superseded data were derived.
 CA0046
 CA0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA720063(NAD 83)
 CA0046_MARKER: DD = SURVEY DISK
 CA0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0046_SP_SET: BUILDING
 CA0046_STAMPING: 1339.771 P 117 1933
 CA0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0046
 CA0046  HISTORY     - Date     Condition        Report By
 CA0046  HISTORY     - 1933     MONUMENTED       CGS
 CA0046  HISTORY     - 1935     GOOD             NGS
 CA0046
 CA0046                          STATION DESCRIPTION
 CA0046
 CA0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0046'4.9 MI E FROM POTTSVILLE.
 CA0046'4.9 MILES EAST ALONG THE HAMILTON ROAD FROM POTTSVILLE, HAMILTON
 CA0046'COUNTY, AT A TWO-STORY BRICK SCHOOLHOUSE, ON THE NORTH SIDE OF THE
 CA0046'BUILDING, IN THE PROJECTING CONCRETE FOUNDATION, AND 4 FEET FROM THE
 CA0046'EAST CORNER.
 CA0046
 CA0046                          STATION RECOVERY (1935)
 CA0046
 CA0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0093 ***********************************************************************
 CT0093  DESIGNATION -  P 1170
 CT0093  PID         -  CT0093
 CT0093  STATE/COUNTY-  TX/PALO PINTO
 CT0093  USGS QUAD   -  WHITT (1984)
 CT0093
 CT0093                         *CURRENT SURVEY CONTROL
 CT0093  ___________________________________________________________________
 CT0093* NAD 83(1986)-  32 55 16.     (N)    098 04 26.     (W)     SCALED    
 CT0093* NAVD 88     -       320.045  (meters)    1050.01   (feet)  ADJUSTED  
 CT0093  ___________________________________________________________________
 CT0093  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0093  DYNAMIC HT  -         319.654 (meters)    1048.73  (feet)  COMP
 CT0093  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 CT0093
 CT0093  VERT ORDER  -  SECOND    CLASS 0
 CT0093
 CT0093.The horizontal coordinates were scaled from a topographic map and have
 CT0093.an estimated accuracy of +/- 6 seconds.
 CT0093
 CT0093.The orthometric height was determined by differential leveling
 CT0093.and adjusted by the National Geodetic Survey in June 1991..
 CT0093
 CT0093.The geoid height was determined by GEOID03.
 CT0093
 CT0093.The dynamic height is computed by dividing the NAVD 88
 CT0093.geopotential number by the normal gravity value computed on the
 CT0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0093.degrees latitude (g = 980.6199 gals.).
 CT0093
 CT0093.The modeled gravity was interpolated from observed gravity values.
 CT0093
 CT0093;                    North         East    Units  Estimated Accuracy
 CT0093;SPC TXNC     - 2,139,190.      639,850.      MT  (+/- 180 meters Scaled)
 CT0093
 CT0093                          SUPERSEDED SURVEY CONTROL
 CT0093
 CT0093  NGVD 29 (??/??/92)  319.946  (m)         1049.69   (f) ADJ UNCH    2 0
 CT0093
 CT0093.Superseded values are not recommended for survey control.
 CT0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0093.See file dsdata.txt to determine how the superseded data were derived.
 CT0093
 CT0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB865429(NAD 83)
 CT0093_MARKER: DB = BENCH MARK DISK
 CT0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0093_STAMPING: P 1170 1961
 CT0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0093+STABILITY: SURFACE MOTION
 CT0093
 CT0093  HISTORY     - Date     Condition        Report By
 CT0093  HISTORY     - 1961     MONUMENTED       CGS
 CT0093  HISTORY     - 19980822 GOOD             USPSQD
 CT0093  HISTORY     - 20050416 GOOD             USPSQD
 CT0093
 CT0093                          STATION DESCRIPTION
 CT0093
 CT0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0093'8.3 MI N FROM MINERAL WELLS.
 CT0093'ABOUT 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0093'MINERAL WELLS, THENCE 8.3 MILES NORTH ALONG U. S. HIGHWAY 281, OR 8.0
 CT0093'MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL BUILDING AT
 CT0093'PERRIN, 0.1 MILE NORTH OF THE JUNCTION OF FARM ROAD 254 LEADING WEST
 CT0093'AND FARM ROAD 1885 LEADING EAST, ABOUT 275 FEET NORTH OF A SMALL
 CT0093'HOUSE, 117 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 CT0093'WEST OF A FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 CT0093'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CT0093'INCHES.
 CT0093
 CT0093                          STATION RECOVERY (1998)
 CT0093
 CT0093'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0093'RECOVERED IN GOOD CONDITION.
 CT0093
 CT0093                          STATION RECOVERY (2005)
 CT0093
 CT0093'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0362 ***********************************************************************
 CU0362  DESIGNATION -  P 1171 RESET 1974
 CU0362  PID         -  CU0362
 CU0362  STATE/COUNTY-  TX/MITCHELL
 CU0362  USGS QUAD   -  PECAN CROSSING (1959)
 CU0362
 CU0362                         *CURRENT SURVEY CONTROL
 CU0362  ___________________________________________________________________
 CU0362* NAD 83(1986)-  32 12 41.     (N)    100 46 35.     (W)     SCALED    
 CU0362* NAVD 88     -       628.22   (+/-2cm)    2061.1    (feet)  VERTCON   
 CU0362  ___________________________________________________________________
 CU0362  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CU0362
 CU0362  VERT ORDER  -  THIRD (See Below)
 CU0362
 CU0362.The horizontal coordinates were scaled from a topographic map and have
 CU0362.an estimated accuracy of +/- 6 seconds.
 CU0362
 CU0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0362.The vertical order pertains to the NGVD 29 superseded value.
 CU0362
 CU0362.The geoid height was determined by GEOID03.
 CU0362
 CU0362;                    North         East    Units  Estimated Accuracy
 CU0362;SPC TXNC     - 2,062,730.      385,410.      MT  (+/- 180 meters Scaled)
 CU0362
 CU0362                          SUPERSEDED SURVEY CONTROL
 CU0362
 CU0362  NGVD 29 (01/29/03)  628.02   (m)         2060.4    (f) RESET       3  
 CU0362
 CU0362.Superseded values are not recommended for survey control.
 CU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0362.See file dsdata.txt to determine how the superseded data were derived.
 CU0362
 CU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA325652(NAD 83)
 CU0362_MARKER: DB = BENCH MARK DISK
 CU0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0362_SP_SET: BRIDGE
 CU0362_STAMPING: P 1171 RESET 1974
 CU0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0362
 CU0362  HISTORY     - Date     Condition        Report By
 CU0362  HISTORY     - 1974     MONUMENTED       TXHD
 CU0362  HISTORY     - 1975     GOOD             TXHD
 CU0362
 CU0362                          STATION DESCRIPTION
 CU0362
 CU0362'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1975
 CU0362'10.80 MI NNW FROM SILVER.
 CU0362'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0362'AT SILVER, THENCE 10.75 MILES NORTHWEST ALONG STATE HIGHWAY 208, SET
 CU0362'25 FEET LEFT OF THE CENTERLINE OF STATION 687+16 IN THE MIDDLE OF NEW
 CU0362'CONCRETE WING OF THE NORTHEAST CORNER OF THE BRIDGE AT RED BANK CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0096 ***********************************************************************
 CB0096  DESIGNATION -  P 1172
 CB0096  PID         -  CB0096
 CB0096  STATE/COUNTY-  TX/COKE
 CB0096  USGS QUAD   -  ROBERT LEE (1987)
 CB0096
 CB0096                         *CURRENT SURVEY CONTROL
 CB0096  ___________________________________________________________________
 CB0096* NAD 83(1986)-  31 54 42.     (N)    100 29 52.     (W)     SCALED    
 CB0096* NAVD 88     -       572.325  (meters)    1877.70   (feet)  ADJUSTED  
 CB0096  ___________________________________________________________________
 CB0096  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 CB0096  DYNAMIC HT  -         571.566 (meters)    1875.21  (feet)  COMP
 CB0096  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 CB0096
 CB0096  VERT ORDER  -  SECOND    CLASS 0
 CB0096
 CB0096.The horizontal coordinates were scaled from a topographic map and have
 CB0096.an estimated accuracy of +/- 6 seconds.
 CB0096
 CB0096.The orthometric height was determined by differential leveling
 CB0096.and adjusted by the National Geodetic Survey in June 1991..
 CB0096
 CB0096.The geoid height was determined by GEOID03.
 CB0096
 CB0096.The dynamic height is computed by dividing the NAVD 88
 CB0096.geopotential number by the normal gravity value computed on the
 CB0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0096.degrees latitude (g = 980.6199 gals.).
 CB0096
 CB0096.The modeled gravity was interpolated from observed gravity values.
 CB0096
 CB0096;                    North         East    Units  Estimated Accuracy
 CB0096;SPC TX C     - 3,248,890.      684,450.      MT  (+/- 180 meters Scaled)
 CB0096
 CB0096                          SUPERSEDED SURVEY CONTROL
 CB0096
 CB0096  NGVD 29 (??/??/92)  572.134  (m)         1877.08   (f) ADJ UNCH    2 0
 CB0096
 CB0096.Superseded values are not recommended for survey control.
 CB0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0096.See file dsdata.txt to determine how the superseded data were derived.
 CB0096
 CB0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA583316(NAD 83)
 CB0096_MARKER: DB = BENCH MARK DISK
 CB0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0096_STAMPING: P 1172 1961
 CB0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0096+STABILITY: SURFACE MOTION
 CB0096
 CB0096  HISTORY     - Date     Condition        Report By
 CB0096  HISTORY     - 1961     MONUMENTED       CGS
 CB0096
 CB0096                          STATION DESCRIPTION
 CB0096
 CB0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0096'1.65 MI NW FROM ROBERT LEE.
 CB0096'ABOUT 0.2 MILE NORTHEAST ALONG LOOP 229 FROM THE COURTHOUSE AT ROBERT
 CB0096'LEE, THENCE 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 208, 0.3 MILE
 CB0096'SOUTHEAST OF THE JUNCTION OF THE HIGHWAY AND A GRADED DIRT ROAD
 CB0096'LEADING NORTH, 0.15 MILE NORTHWEST OF A POWER LINE CROSSING THE
 CB0096'HIGHWAY, 49 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 CB0096'1/2 FEET NORTHEAST OF A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS
 CB0096'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CB0096'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0122 ***********************************************************************
 CU0122  DESIGNATION -  P 1173
 CU0122  PID         -  CU0122
 CU0122  STATE/COUNTY-  TX/FISHER
 CU0122  USGS QUAD   -  ROTAN (1981)
 CU0122
 CU0122                         *CURRENT SURVEY CONTROL
 CU0122  ___________________________________________________________________
 CU0122* NAD 83(1986)-  32 46 30.     (N)    100 23 07.     (W)     SCALED    
 CU0122* NAVD 88     -       583.323  (meters)    1913.79   (feet)  ADJUSTED  
 CU0122  ___________________________________________________________________
 CU0122  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CU0122  DYNAMIC HT  -         582.558 (meters)    1911.28  (feet)  COMP
 CU0122  MODELED GRAV-     979,307.7   (mgal)                       NAVD 88
 CU0122
 CU0122  VERT ORDER  -  SECOND    CLASS 0
 CU0122
 CU0122.The horizontal coordinates were scaled from a topographic map and have
 CU0122.an estimated accuracy of +/- 6 seconds.
 CU0122
 CU0122.The orthometric height was determined by differential leveling
 CU0122.and adjusted by the National Geodetic Survey in June 1991..
 CU0122
 CU0122.The geoid height was determined by GEOID03.
 CU0122
 CU0122.The dynamic height is computed by dividing the NAVD 88
 CU0122.geopotential number by the normal gravity value computed on the
 CU0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0122.degrees latitude (g = 980.6199 gals.).
 CU0122
 CU0122.The modeled gravity was interpolated from observed gravity values.
 CU0122
 CU0122;                    North         East    Units  Estimated Accuracy
 CU0122;SPC TXNC     - 2,124,490.      423,400.      MT  (+/- 180 meters Scaled)
 CU0122
 CU0122                          SUPERSEDED SURVEY CONTROL
 CU0122
 CU0122  NGVD 29 (??/??/92)  583.087  (m)         1913.01   (f) ADJ UNCH    2 0
 CU0122
 CU0122.Superseded values are not recommended for survey control.
 CU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0122.See file dsdata.txt to determine how the superseded data were derived.
 CU0122
 CU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB702271(NAD 83)
 CU0122_MARKER: DB = BENCH MARK DISK
 CU0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0122_STAMPING: P 1173 1961
 CU0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0122+STABILITY: SURFACE MOTION
 CU0122
 CU0122  HISTORY     - Date     Condition        Report By
 CU0122  HISTORY     - 1961     MONUMENTED       CGS
 CU0122
 CU0122                          STATION DESCRIPTION
 CU0122
 CU0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0122'2.15 MI NW FROM ROBY.
 CU0122'ABOUT 2.15 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE COUNTY
 CU0122'COURTHOUSE AT ROBY, 76 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 CU0122'HIGHWAY, 34 FEET SOUTH-SOUTHEAST OF THE EXTENDED CENTER LINE OF A
 CU0122'PRIVATE DIRT ROAD, 127 FEET WEST-SOUTHWEST OF AND ACROSS THE HIGHWAY
 CU0122'FROM POWER POLE NUMBER 214, 10 1/2 FEET SOUTH OF A TELEPHONE POLE, 3
 CU0122'1/2 FEET NORTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS
 CU0122'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CU0122'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0133 ***********************************************************************
 DP0133  DESIGNATION -  P 1174
 DP0133  PID         -  DP0133
 DP0133  STATE/COUNTY-  TX/FISHER
 DP0133  USGS QUAD   -  A B C CREEK (1969)
 DP0133
 DP0133                         *CURRENT SURVEY CONTROL
 DP0133  ___________________________________________________________________
 DP0133* NAD 83(1986)-  33 04 35.     (N)    100 34 26.     (W)     SCALED    
 DP0133* NAVD 88     -       622.847  (meters)    2043.46   (feet)  ADJUSTED  
 DP0133  ___________________________________________________________________
 DP0133  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DP0133  DYNAMIC HT  -         622.060 (meters)    2040.88  (feet)  COMP
 DP0133  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 DP0133
 DP0133  VERT ORDER  -  SECOND    CLASS 0
 DP0133
 DP0133.The horizontal coordinates were scaled from a topographic map and have
 DP0133.an estimated accuracy of +/- 6 seconds.
 DP0133
 DP0133.The orthometric height was determined by differential leveling
 DP0133.and adjusted by the National Geodetic Survey in June 1991..
 DP0133
 DP0133.The geoid height was determined by GEOID03.
 DP0133
 DP0133.The dynamic height is computed by dividing the NAVD 88
 DP0133.geopotential number by the normal gravity value computed on the
 DP0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0133.degrees latitude (g = 980.6199 gals.).
 DP0133
 DP0133.The modeled gravity was interpolated from observed gravity values.
 DP0133
 DP0133;                    North         East    Units  Estimated Accuracy
 DP0133;SPC TXNC     - 2,158,240.      406,390.      MT  (+/- 180 meters Scaled)
 DP0133
 DP0133                          SUPERSEDED SURVEY CONTROL
 DP0133
 DP0133  NGVD 29 (??/??/92)  622.596  (m)         2042.63   (f) ADJ UNCH    2 0
 DP0133
 DP0133.Superseded values are not recommended for survey control.
 DP0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0133.See file dsdata.txt to determine how the superseded data were derived.
 DP0133
 DP0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB530608(NAD 83)
 DP0133_MARKER: DB = BENCH MARK DISK
 DP0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0133_STAMPING: P 1174 1961
 DP0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0133+STABILITY: SURFACE MOTION
 DP0133
 DP0133  HISTORY     - Date     Condition        Report By
 DP0133  HISTORY     - 1961     MONUMENTED       CGS
 DP0133  HISTORY     - 1971     GOOD             USGS
 DP0133
 DP0133                          STATION DESCRIPTION
 DP0133
 DP0133'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DP0133'13.5 MI SE FROM CLAIREMONT.
 DP0133'ABOUT 5.65 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0133'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, THENCE 7.85 MILES
 DP0133'SOUTHEAST ALONG STATE HIGHWAY 70, 0.8 MILES SOUTHEAST OF A CONCRETE
 DP0133'HIGHWAY BRIDGE, 263 FEET NORTHWEST ALONG SOUTH RIGHT-OF-WAY FENCE FROM
 DP0133'ANGLE POINT IN FENCE LINE, 130 FEET SOUTHWEST CENTER OF HIGHWAY, 0.5
 DP0133'FEET HIGHER THAN HIGHWAY, 2 FEET NORTHEAST OF A FENCE, 2.0 FEET
 DP0133'SOUTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 DP0133'FLUSH WITH GROUND LEVEL, STAMPED P 1174 1961
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0077 ***********************************************************************
 CB0077  DESIGNATION -  P 1175
 CB0077  PID         -  CB0077
 CB0077  STATE/COUNTY-  TX/COKE
 CB0077  USGS QUAD   -  ROBERT LEE (1987)
 CB0077
 CB0077                         *CURRENT SURVEY CONTROL
 CB0077  ___________________________________________________________________
 CB0077* NAD 83(1986)-  31 53 33.     (N)    100 22 37.     (W)     SCALED    
 CB0077* NAVD 88     -       576.927  (meters)    1892.80   (feet)  ADJUSTED  
 CB0077  ___________________________________________________________________
 CB0077  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 CB0077  DYNAMIC HT  -         576.166 (meters)    1890.30  (feet)  COMP
 CB0077  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 CB0077
 CB0077  VERT ORDER  -  SECOND    CLASS 0
 CB0077
 CB0077.The horizontal coordinates were scaled from a topographic map and have
 CB0077.an estimated accuracy of +/- 6 seconds.
 CB0077
 CB0077.The orthometric height was determined by differential leveling
 CB0077.and adjusted by the National Geodetic Survey in June 1991..
 CB0077
 CB0077.The geoid height was determined by GEOID03.
 CB0077
 CB0077.The dynamic height is computed by dividing the NAVD 88
 CB0077.geopotential number by the normal gravity value computed on the
 CB0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0077.degrees latitude (g = 980.6199 gals.).
 CB0077
 CB0077.The modeled gravity was interpolated from observed gravity values.
 CB0077
 CB0077;                    North         East    Units  Estimated Accuracy
 CB0077;SPC TX C     - 3,246,760.      695,870.      MT  (+/- 180 meters Scaled)
 CB0077
 CB0077                          SUPERSEDED SURVEY CONTROL
 CB0077
 CB0077  NGVD 29 (??/??/92)  576.733  (m)         1892.16   (f) ADJ UNCH    2 0
 CB0077
 CB0077.Superseded values are not recommended for survey control.
 CB0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0077.See file dsdata.txt to determine how the superseded data were derived.
 CB0077
 CB0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA697293(NAD 83)
 CB0077_MARKER: DB = BENCH MARK DISK
 CB0077_SETTING: 66 = SET IN ROCK OUTCROP
 CB0077_SP_SET: ROCK OUTCROP
 CB0077_STAMPING: P 1175 1961
 CB0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0077+STABILITY: POSITION/ELEVATION WELL
 CB0077
 CB0077  HISTORY     - Date     Condition        Report By
 CB0077  HISTORY     - 1961     MONUMENTED       CGS
 CB0077
 CB0077                          STATION DESCRIPTION
 CB0077
 CB0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0077'5.2 MI W FROM BRONTE.
 CB0077'ABOUT 5.2 MILES WEST ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND
 CB0077'SANTA FE RAILROAD STATION AT BRONTE, ABOUT 0.1 MILE WEST OF THE CENTER
 CB0077'OF A CUT AND THE CREST OF A HILL, 100 FEET NORTH OF THE CENTER LINE OF
 CB0077'THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP ON THE WEST SLOPE OF A
 CB0077'HILL, 145 FEET EAST OF A FENCE LEADING NORTH, 1 FOOT SOUTH OF A FENCE,
 CB0077'ABOUT LEVEL WITH THE HIGHWAY, AND PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0438 ***********************************************************************
 CU0438  DESIGNATION -  P 1176
 CU0438  PID         -  CU0438
 CU0438  STATE/COUNTY-  TX/SCURRY
 CU0438  USGS QUAD   -  INADALE NW (1969)
 CU0438
 CU0438                         *CURRENT SURVEY CONTROL
 CU0438  ___________________________________________________________________
 CU0438* NAD 83(1986)-  32 43 59.     (N)    100 41 00.     (W)     SCALED    
 CU0438* NAVD 88     -       686.204  (meters)    2251.32   (feet)  ADJUSTED  
 CU0438  ___________________________________________________________________
 CU0438  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CU0438  DYNAMIC HT  -         685.297 (meters)    2248.35  (feet)  COMP
 CU0438  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 CU0438
 CU0438  VERT ORDER  -  SECOND    CLASS 0
 CU0438
 CU0438.The horizontal coordinates were scaled from a topographic map and have
 CU0438.an estimated accuracy of +/- 6 seconds.
 CU0438
 CU0438.The orthometric height was determined by differential leveling
 CU0438.and adjusted by the National Geodetic Survey in June 1991..
 CU0438
 CU0438.The geoid height was determined by GEOID03.
 CU0438
 CU0438.The dynamic height is computed by dividing the NAVD 88
 CU0438.geopotential number by the normal gravity value computed on the
 CU0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0438.degrees latitude (g = 980.6199 gals.).
 CU0438
 CU0438.The modeled gravity was interpolated from observed gravity values.
 CU0438
 CU0438;                    North         East    Units  Estimated Accuracy
 CU0438;SPC TXNC     - 2,120,380.      395,390.      MT  (+/- 180 meters Scaled)
 CU0438
 CU0438                          SUPERSEDED SURVEY CONTROL
 CU0438
 CU0438  NGVD 29 (??/??/92)  685.928  (m)         2250.42   (f) ADJ UNCH    2 0
 CU0438
 CU0438.Superseded values are not recommended for survey control.
 CU0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0438.See file dsdata.txt to determine how the superseded data were derived.
 CU0438
 CU0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB422229(NAD 83)
 CU0438_MARKER: DB = BENCH MARK DISK
 CU0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0438_STAMPING: P 1176 1961
 CU0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0438+STABILITY: SURFACE MOTION
 CU0438
 CU0438  HISTORY     - Date     Condition        Report By
 CU0438  HISTORY     - 1961     MONUMENTED       CGS
 CU0438
 CU0438                          STATION DESCRIPTION
 CU0438
 CU0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0438'9.7 MI SW FROM HOBBS.
 CU0438'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0438'HOBBS, THENCE 3.3 MILES SOUTH ALONG FARM ROAD 611, THENCE 6.2 MILES
 CU0438'WEST ALONG U. S. HIGHWAY 180, 107 FEET NORTHWEST OF THE CENTER LINE OF
 CU0438'THE HIGHWAY, 85 FEET SOUTHWEST OF THE CENTER LINE OF FARM ROAD 1614,
 CU0438'129 FEET WEST-NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 CU0438'HIGHWAY AND THE FARM ROAD, 75 FEET NORTHEAST OF THE EAST CORNER OF AN
 CU0438'ABANDONED STUCCO BUILDING, 1.8 FEET NORTHWEST OF A METAL WITNESS POST,
 CU0438'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 CU0438'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0245 ***********************************************************************
 CB0245  DESIGNATION -  P 1177
 CB0245  PID         -  CB0245
 CB0245  STATE/COUNTY-  TX/COKE
 CB0245  USGS QUAD   -  GREEN MOUNTAIN (1987)
 CB0245
 CB0245                         *CURRENT SURVEY CONTROL
 CB0245  ___________________________________________________________________
 CB0245* NAD 83(1986)-  31 53 48.     (N)    100 43 17.     (W)     SCALED    
 CB0245* NAVD 88     -       677.523  (meters)    2222.84   (feet)  ADJUSTED  
 CB0245  ___________________________________________________________________
 CB0245  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 CB0245  DYNAMIC HT  -         676.604 (meters)    2219.82  (feet)  COMP
 CB0245  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 CB0245
 CB0245  VERT ORDER  -  SECOND    CLASS 0
 CB0245
 CB0245.The horizontal coordinates were scaled from a topographic map and have
 CB0245.an estimated accuracy of +/- 6 seconds.
 CB0245
 CB0245.The orthometric height was determined by differential leveling
 CB0245.and adjusted by the National Geodetic Survey in June 1991..
 CB0245
 CB0245.The geoid height was determined by GEOID03.
 CB0245
 CB0245.The dynamic height is computed by dividing the NAVD 88
 CB0245.geopotential number by the normal gravity value computed on the
 CB0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0245.degrees latitude (g = 980.6199 gals.).
 CB0245
 CB0245.The modeled gravity was interpolated from observed gravity values.
 CB0245
 CB0245;                    North         East    Units  Estimated Accuracy
 CB0245;SPC TX C     - 3,247,280.      663,290.      MT  (+/- 180 meters Scaled)
 CB0245
 CB0245                          SUPERSEDED SURVEY CONTROL
 CB0245
 CB0245  NGVD 29 (??/??/92)  677.304  (m)         2222.12   (f) ADJ UNCH    2 0
 CB0245
 CB0245.Superseded values are not recommended for survey control.
 CB0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0245.See file dsdata.txt to determine how the superseded data were derived.
 CB0245
 CB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA372302(NAD 83)
 CB0245_MARKER: DB = BENCH MARK DISK
 CB0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0245_STAMPING: P 1177 1961
 CB0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0245+STABILITY: SURFACE MOTION
 CB0245
 CB0245  HISTORY     - Date     Condition        Report By
 CB0245  HISTORY     - 1961     MONUMENTED       CGS
 CB0245
 CB0245                          STATION DESCRIPTION
 CB0245
 CB0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0245'15.1 MI W FROM ROBERT LEE.
 CB0245'ABOUT 0.25 MILES NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0245'ROBERT LEE, THENCE 14.85 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0245'ROAD 387, ABOUT MIDWAY AND ON THE OUTSIDE OF A CURVE IN THE HIGHWAY,
 CB0245'48 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 CB0245'NORTHWEST OF A FENCE, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 CB0245'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CB0245'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0434 ***********************************************************************
 CU0434  DESIGNATION -  P 1178
 CU0434  PID         -  CU0434
 CU0434  STATE/COUNTY-  TX/FISHER
 CU0434  USGS QUAD   -  BULL CREEK (1969)
 CU0434
 CU0434                         *CURRENT SURVEY CONTROL
 CU0434  ___________________________________________________________________
 CU0434* NAD 83(1986)-  32 43 53.     (N)    100 36 45.     (W)     SCALED    
 CU0434* NAVD 88     -       630.913  (meters)    2069.92   (feet)  ADJUSTED  
 CU0434  ___________________________________________________________________
 CU0434  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CU0434  DYNAMIC HT  -         630.078 (meters)    2067.18  (feet)  COMP
 CU0434  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 CU0434
 CU0434  VERT ORDER  -  SECOND    CLASS 0
 CU0434
 CU0434.The horizontal coordinates were scaled from a topographic map and have
 CU0434.an estimated accuracy of +/- 6 seconds.
 CU0434
 CU0434.The orthometric height was determined by differential leveling
 CU0434.and adjusted by the National Geodetic Survey in June 1991..
 CU0434
 CU0434.The geoid height was determined by GEOID03.
 CU0434
 CU0434.The dynamic height is computed by dividing the NAVD 88
 CU0434.geopotential number by the normal gravity value computed on the
 CU0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0434.degrees latitude (g = 980.6199 gals.).
 CU0434
 CU0434.The modeled gravity was interpolated from observed gravity values.
 CU0434
 CU0434;                    North         East    Units  Estimated Accuracy
 CU0434;SPC TXNC     - 2,120,060.      402,020.      MT  (+/- 180 meters Scaled)
 CU0434
 CU0434                          SUPERSEDED SURVEY CONTROL
 CU0434
 CU0434  NGVD 29 (??/??/92)  630.644  (m)         2069.04   (f) ADJ UNCH    2 0
 CU0434
 CU0434.Superseded values are not recommended for survey control.
 CU0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0434.See file dsdata.txt to determine how the superseded data were derived.
 CU0434
 CU0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB489226(NAD 83)
 CU0434_MARKER: DB = BENCH MARK DISK
 CU0434_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0434_SP_SET: 19.5
 CU0434_STAMPING: P 1178 1961
 CU0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0434
 CU0434  HISTORY     - Date     Condition        Report By
 CU0434  HISTORY     - 1961     MONUMENTED       CGS
 CU0434
 CU0434                          STATION DESCRIPTION
 CU0434
 CU0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0434'5.5 MI SW FROM HOBBS.
 CU0434'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0434'HOBBS, THENCE 3.3 MILES SOUTH ALONG FARM ROAD 611, THENCE 2.0 MILES
 CU0434'WEST ALONG U. S. HIGHWAY 180, 126 FEET NORTH OF THE CENTER LINE OF THE
 CU0434'HIGHWAY, 46 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 31 FEET
 CU0434'SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARK, 2 1/2 FEET
 CU0434'SOUTHWEST OF AND AT AN OFFSET IN A FENCE ON THE SOUTHWEST SIDE OF A
 CU0434'WOODED AREA, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 CU0434'BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 CU0434'COATED ROD THAT IS DRIVEN TO A DEPTH OF 19 1/2 FEET AND IS ENCASED IN
 CU0434'A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0430 ***********************************************************************
 CU0430  DESIGNATION -  P 1179
 CU0430  PID         -  CU0430
 CU0430  STATE/COUNTY-  TX/FISHER
 CU0430  USGS QUAD   -  HOBBS (1969)
 CU0430
 CU0430                         *CURRENT SURVEY CONTROL
 CU0430  ___________________________________________________________________
 CU0430* NAD 83(1986)-  32 45 05.     (N)    100 34 58.     (W)     SCALED    
 CU0430* NAVD 88     -       621.204  (meters)    2038.07   (feet)  ADJUSTED  
 CU0430  ___________________________________________________________________
 CU0430  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CU0430  DYNAMIC HT  -         620.384 (meters)    2035.38  (feet)  COMP
 CU0430  MODELED GRAV-     979,299.0   (mgal)                       NAVD 88
 CU0430
 CU0430  VERT ORDER  -  SECOND    CLASS 0
 CU0430
 CU0430.The horizontal coordinates were scaled from a topographic map and have
 CU0430.an estimated accuracy of +/- 6 seconds.
 CU0430
 CU0430.The orthometric height was determined by differential leveling
 CU0430.and adjusted by the National Geodetic Survey in June 1991..
 CU0430
 CU0430.The geoid height was determined by GEOID03.
 CU0430
 CU0430.The dynamic height is computed by dividing the NAVD 88
 CU0430.geopotential number by the normal gravity value computed on the
 CU0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0430.degrees latitude (g = 980.6199 gals.).
 CU0430
 CU0430.The modeled gravity was interpolated from observed gravity values.
 CU0430
 CU0430;                    North         East    Units  Estimated Accuracy
 CU0430;SPC TXNC     - 2,122,220.      404,850.      MT  (+/- 180 meters Scaled)
 CU0430
 CU0430                          SUPERSEDED SURVEY CONTROL
 CU0430
 CU0430  NGVD 29 (??/??/92)  620.940  (m)         2037.20   (f) ADJ UNCH    2 0
 CU0430
 CU0430.Superseded values are not recommended for survey control.
 CU0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0430.See file dsdata.txt to determine how the superseded data were derived.
 CU0430
 CU0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB517248(NAD 83)
 CU0430_MARKER: DB = BENCH MARK DISK
 CU0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0430_STAMPING: P 1179 1961
 CU0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0430+STABILITY: SURFACE MOTION
 CU0430
 CU0430  HISTORY     - Date     Condition        Report By
 CU0430  HISTORY     - 1961     MONUMENTED       CGS
 CU0430
 CU0430                          STATION DESCRIPTION
 CU0430
 CU0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0430'2.3 MI S FROM HOBBS.
 CU0430'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0430'HOBBS, THENCE 2.1 MILES SOUTH ALONG FARM ROAD 611, 0.15 MILE SOUTH OF
 CU0430'A CONCRETE HIGHWAY BRIDGE, 93 YARDS NORTH OF A GAS LINE PASSING UNDER
 CU0430'THE FARM ROAD, 54 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 34
 CU0430'FEET SOUTHEAST OF THE CENTER LINE OF AN ABANDONED PAVED ROAD, 2 FEET
 CU0430'WEST OF A FENCE, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2
 CU0430'1/2 FEET BELOW THE LEVEL OF THE FARM ROAD, AND SET IN THE TOP OF A
 CU0430'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0007 ***********************************************************************
 BN0007  DESIGNATION -  P 118
 BN0007  PID         -  BN0007
 BN0007  STATE/COUNTY-  TX/BURNET
 BN0007  USGS QUAD   -  LAKE VICTOR (1967)
 BN0007
 BN0007                         *CURRENT SURVEY CONTROL
 BN0007  ___________________________________________________________________
 BN0007* NAD 83(1986)-  30 56 44.     (N)    098 11 52.     (W)     SCALED    
 BN0007* NAVD 88     -       391.384  (meters)    1284.07   (feet)  ADJUSTED  
 BN0007  ___________________________________________________________________
 BN0007  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 BN0007  DYNAMIC HT  -         390.857 (meters)    1282.34  (feet)  COMP
 BN0007  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 BN0007
 BN0007  VERT ORDER  -  SECOND    CLASS 0
 BN0007
 BN0007.The horizontal coordinates were scaled from a topographic map and have
 BN0007.an estimated accuracy of +/- 6 seconds.
 BN0007
 BN0007.The orthometric height was determined by differential leveling
 BN0007.and adjusted by the National Geodetic Survey in June 1991..
 BN0007
 BN0007.The geoid height was determined by GEOID03.
 BN0007
 BN0007.The dynamic height is computed by dividing the NAVD 88
 BN0007.geopotential number by the normal gravity value computed on the
 BN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0007.degrees latitude (g = 980.6199 gals.).
 BN0007
 BN0007.The modeled gravity was interpolated from observed gravity values.
 BN0007
 BN0007;                    North         East    Units  Estimated Accuracy
 BN0007;SPC TX C     - 3,143,730.      904,030.      MT  (+/- 180 meters Scaled)
 BN0007
 BN0007                          SUPERSEDED SURVEY CONTROL
 BN0007
 BN0007  NGVD 29 (??/??/92)  391.282  (m)         1283.73   (f) ADJ UNCH    2 0
 BN0007
 BN0007.Superseded values are not recommended for survey control.
 BN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0007.See file dsdata.txt to determine how the superseded data were derived.
 BN0007
 BN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV766238(NAD 83)
 BN0007_MARKER: DB = BENCH MARK DISK
 BN0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0007_STAMPING: P-118 1933
 BN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0007+STABILITY: SURFACE MOTION
 BN0007
 BN0007  HISTORY     - Date     Condition        Report By
 BN0007  HISTORY     - 1933     MONUMENTED       CGS
 BN0007  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0007
 BN0007                          STATION DESCRIPTION
 BN0007
 BN0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0007'2.8 MI N FROM LAKE VICTOR.
 BN0007'ALONG THE TEXAS AND NEW ORLEANS R.R. 1.0 MILE SOUTH OF TUMLINSON AND 7
 BN0007'POLES NORTH OF M.P. 14 AND 2 POLES NORTH OF BRIDGE NO. 14 A AND 32.8
 BN0007'FT. WEST OF THE CENTERLINE OF THE TRACKS IN THE ROW OF POLES AT THE
 BN0007'SOUTH END OF CUT.
 BN0007
 BN0007                          STATION RECOVERY (1967)
 BN0007
 BN0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0519 ***********************************************************************
 CU0519  DESIGNATION -  P 1180
 CU0519  PID         -  CU0519
 CU0519  STATE/COUNTY-  TX/MITCHELL
 CU0519  USGS QUAD   -  CUTHBERT (1956)
 CU0519
 CU0519                         *CURRENT SURVEY CONTROL
 CU0519  ___________________________________________________________________
 CU0519* NAD 83(1986)-  32 29 48.     (N)    101 02 42.     (W)     SCALED    
 CU0519* NAVD 88     -       682.100  (meters)    2237.86   (feet)  ADJUSTED  
 CU0519  ___________________________________________________________________
 CU0519  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CU0519  DYNAMIC HT  -         681.190 (meters)    2234.87  (feet)  COMP
 CU0519  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 CU0519
 CU0519  VERT ORDER  -  SECOND    CLASS 0
 CU0519
 CU0519.The horizontal coordinates were scaled from a topographic map and have
 CU0519.an estimated accuracy of +/- 6 seconds.
 CU0519
 CU0519.The orthometric height was determined by differential leveling
 CU0519.and adjusted by the National Geodetic Survey in June 1991..
 CU0519
 CU0519.The geoid height was determined by GEOID03.
 CU0519
 CU0519.The dynamic height is computed by dividing the NAVD 88
 CU0519.geopotential number by the normal gravity value computed on the
 CU0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0519.degrees latitude (g = 980.6199 gals.).
 CU0519
 CU0519.The modeled gravity was interpolated from observed gravity values.
 CU0519
 CU0519;                    North         East    Units  Estimated Accuracy
 CU0519;SPC TXNC     - 2,094,940.      360,860.      MT  (+/- 180 meters Scaled)
 CU0519
 CU0519                          SUPERSEDED SURVEY CONTROL
 CU0519
 CU0519  NGVD 29 (??/??/92)  681.846  (m)         2237.02   (f) ADJ UNCH    2 0
 CU0519
 CU0519.Superseded values are not recommended for survey control.
 CU0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0519.See file dsdata.txt to determine how the superseded data were derived.
 CU0519
 CU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA078973(NAD 83)
 CU0519_MARKER: DB = BENCH MARK DISK
 CU0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0519_STAMPING: P 1180 1961
 CU0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0519+STABILITY: SURFACE MOTION
 CU0519
 CU0519  HISTORY     - Date     Condition        Report By
 CU0519  HISTORY     - 1961     MONUMENTED       CGS
 CU0519
 CU0519                          STATION DESCRIPTION
 CU0519
 CU0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0519'8.7 MI SE FROM IRA.
 CU0519'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0519'CHURCH AT IRA, THENCE 2.95 MILES SOUTHEAST ALONG FARM ROAD 1229, 53
 CU0519'FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 32 FEET
 CU0519'SOUTHWEST OF THE WEST CORNER OF A CATTLE GUARD ACROSS A PRIVATE ROAD,
 CU0519'28 FEET NORTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD, 1 1/2 FEET
 CU0519'SOUTH OF A FENCE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 CU0519'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0462 ***********************************************************************
 CU0462  DESIGNATION -  P 1181
 CU0462  PID         -  CU0462
 CU0462  STATE/COUNTY-  TX/SCURRY
 CU0462  USGS QUAD   -  SNYDER (1979)
 CU0462
 CU0462                         *CURRENT SURVEY CONTROL
 CU0462  ___________________________________________________________________
 CU0462* NAD 83(1986)-  32 42 17.     (N)    100 55 59.     (W)     SCALED    
 CU0462* NAVD 88     -       728.816  (meters)    2391.12   (feet)  ADJUSTED  
 CU0462  ___________________________________________________________________
 CU0462  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CU0462  DYNAMIC HT  -         727.855 (meters)    2387.97  (feet)  COMP
 CU0462  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 CU0462
 CU0462  VERT ORDER  -  FIRST     CLASS II
 CU0462
 CU0462.The horizontal coordinates were scaled from a topographic map and have
 CU0462.an estimated accuracy of +/- 6 seconds.
 CU0462
 CU0462.The orthometric height was determined by differential leveling
 CU0462.and adjusted by the National Geodetic Survey in June 1991..
 CU0462
 CU0462.The geoid height was determined by GEOID03.
 CU0462
 CU0462.The dynamic height is computed by dividing the NAVD 88
 CU0462.geopotential number by the normal gravity value computed on the
 CU0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0462.degrees latitude (g = 980.6199 gals.).
 CU0462
 CU0462.The modeled gravity was interpolated from observed gravity values.
 CU0462
 CU0462;                    North         East    Units  Estimated Accuracy
 CU0462;SPC TXNC     - 2,117,750.      371,910.      MT  (+/- 180 meters Scaled)
 CU0462
 CU0462                          SUPERSEDED SURVEY CONTROL
 CU0462
 CU0462  NGVD 29 (??/??/92)  728.523  (m)         2390.16   (f) ADJ UNCH    1 2
 CU0462
 CU0462.Superseded values are not recommended for survey control.
 CU0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0462.See file dsdata.txt to determine how the superseded data were derived.
 CU0462
 CU0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB188202(NAD 83)
 CU0462_MARKER: DB = BENCH MARK DISK
 CU0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0462_STAMPING: P 1181 1961
 CU0462_MARK LOGO: CGS   
 CU0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0462+STABILITY: SURFACE MOTION
 CU0462
 CU0462  HISTORY     - Date     Condition        Report By
 CU0462  HISTORY     - 1961     MONUMENTED       CGS
 CU0462  HISTORY     - 1982     GOOD             NGS
 CU0462
 CU0462                          STATION DESCRIPTION
 CU0462
 CU0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0462'2.8 MI SW FROM SNYDER.
 CU0462'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0462'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0462'0.9 MILE WEST ALONG U. S. HIGHWAY 180, THENCE 0.8 MILE SOUTH ALONG
 CU0462'FARM ROAD 1607, AT THE SOUTHEAST CORNER OF THE SCHOOL YARD OF THE WEST
 CU0462'ELEMENTARY SCHOOL, 106 FEET NORTHWEST OF THE CENTER OF THE
 CU0462'INTERSECTION OF THE FARM ROAD AND 37TH STREET, 88 FEET WEST OF THE
 CU0462'CENTER LINE OF THE FARM ROAD, 48 FEET NORTH OF THE CENTER LINE OF THE
 CU0462'STREET, 85 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 CU0462'BUILDING, 2 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, 1 1/2
 CU0462'FEET NORTH OF A WIRE MESH FENCE, AND SET IN THE TOP OF A CONCRETE POST
 CU0462'PROJECTING 1 INCH.
 CU0462
 CU0462                          STATION RECOVERY (1982)
 CU0462
 CU0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1218 ***********************************************************************
 AW1218  DESIGNATION -  P 1182 RESET 1973
 AW1218  PID         -  AW1218
 AW1218  STATE/COUNTY-  TX/BRAZORIA
 AW1218  USGS QUAD   -  ANGLETON (1974)
 AW1218
 AW1218                         *CURRENT SURVEY CONTROL
 AW1218  ___________________________________________________________________
 AW1218* NAD 83(1986)-  29 10 10.     (N)    095 24 07.     (W)     SCALED    
 AW1218* NAVD 88     -         6.47   (+/-2cm)      21.2    (feet)  VERTCON   
 AW1218  ___________________________________________________________________
 AW1218  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW1218
 AW1218  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1218
 AW1218.The horizontal coordinates were scaled from a topographic map and have
 AW1218.an estimated accuracy of +/- 6 seconds.
 AW1218
 AW1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1218.The vertical order pertains to the NGVD 29 superseded value.
 AW1218
 AW1218.The geoid height was determined by GEOID03.
 AW1218
 AW1218;                    North         East    Units  Estimated Accuracy
 AW1218;SPC TXSC     - 4,153,460.      949,920.      MT  (+/- 180 meters Scaled)
 AW1218
 AW1218                          SUPERSEDED SURVEY CONTROL
 AW1218
 AW1218  NGVD 29 (??/??/92)    6.480  (m)           21.26   (f) ADJ UNCH    1 1
 AW1218
 AW1218.Superseded values are not recommended for survey control.
 AW1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1218.See file dsdata.txt to determine how the superseded data were derived.
 AW1218
 AW1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN663291(NAD 83)
 AW1218_MARKER: DB = BENCH MARK DISK
 AW1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1218_STAMPING: P 1182 RESET 1973
 AW1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1218+STABILITY: SURFACE MOTION
 AW1218
 AW1218  HISTORY     - Date     Condition        Report By
 AW1218  HISTORY     - 1973     MONUMENTED       NGS
 AW1218  HISTORY     - 1978     GOOD             NGS
 AW1218  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1218  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1218  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 AW1218
 AW1218                          STATION DESCRIPTION
 AW1218
 AW1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1218'2.4 MI NE FROM ANGLETON.
 AW1218'1.65 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1218'STATION AT ANGLETON, THENCE 0.2 MILE SOUTH ALONG COUNTY ROAD 428,
 AW1218'THENCE 0.55 MILE EAST ALONG COUNTY ROAD 210, AT BAILES AIRPORT, 2.4
 AW1218'FEET NORTH OF THE SOUTHEAST CORNER OF THE WEST ONE OF TWO METAL
 AW1218'HANGARS, 165 FEET WEST OF THE CENTER LINE OF THE RUNWAY, A DISK ON THE
 AW1218'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO 32 FEET.  THE UPPER
 AW1218'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST FLUSH WITH THE
 AW1218'GROUND.
 AW1218
 AW1218                          STATION RECOVERY (1978)
 AW1218
 AW1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1218'BM IS COVEREDED BY A COLLAPSED AIRPLANE HANGER, NOT LEVELED TO.
 AW1218
 AW1218                          STATION RECOVERY (1987)
 AW1218
 AW1218'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1218'MARK NOT FOUND.
 AW1218
 AW1218                          STATION RECOVERY (1997)
 AW1218
 AW1218'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1218'MARK NOT FOUND.
 AW1218
 AW1218                          STATION RECOVERY (2003)
 AW1218
 AW1218'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0758 ***********************************************************************
 AW0758  DESIGNATION -  P 1183
 AW0758  PID         -  AW0758
 AW0758  STATE/COUNTY-  TX/HARRIS
 AW0758  USGS QUAD   -  MONT BELVIEU (1994)
 AW0758
 AW0758                         *CURRENT SURVEY CONTROL
 AW0758  ___________________________________________________________________
 AW0758* NAD 83(1986)-  29 47 25.     (N)    094 57 30.     (W)     SCALED    
 AW0758* NAVD 88     -         9.800  (meters)      32.15   (feet)  ADJUSTED  
 AW0758  ___________________________________________________________________
 AW0758  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW0758  DYNAMIC HT  -           9.787 (meters)      32.11  (feet)  COMP
 AW0758  MODELED GRAV-     979,289.6   (mgal)                       NAVD 88
 AW0758
 AW0758  VERT ORDER  -  FIRST     CLASS II
 AW0758
 AW0758.The horizontal coordinates were scaled from a topographic map and have
 AW0758.an estimated accuracy of +/- 6 seconds.
 AW0758
 AW0758.The orthometric height was determined by differential leveling
 AW0758.and adjusted by the National Geodetic Survey in June 1991..
 AW0758
 AW0758.The geoid height was determined by GEOID03.
 AW0758
 AW0758.The dynamic height is computed by dividing the NAVD 88
 AW0758.geopotential number by the normal gravity value computed on the
 AW0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0758.degrees latitude (g = 980.6199 gals.).
 AW0758
 AW0758.The modeled gravity was interpolated from observed gravity values.
 AW0758
 AW0758;                    North         East    Units  Estimated Accuracy
 AW0758;SPC TXSC     - 4,223,630.      990,660.      MT  (+/- 180 meters Scaled)
 AW0758
 AW0758                          SUPERSEDED SURVEY CONTROL
 AW0758
 AW0758  NGVD 29 (12/23/87)    9.798  (m)           32.15   (f) ADJUSTED    1 2
 AW0758
 AW0758.Superseded values are not recommended for survey control.
 AW0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0758.See file dsdata.txt to determine how the superseded data were derived.
 AW0758
 AW0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN107971(NAD 83)
 AW0758_MARKER: DB = BENCH MARK DISK
 AW0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0758_SP_SET: CONCRETE POST
 AW0758_STAMPING: P 1183 1963
 AW0758_MARK LOGO: CGS   
 AW0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0758+STABILITY: SURFACE MOTION
 AW0758
 AW0758  HISTORY     - Date     Condition        Report By
 AW0758  HISTORY     - 1963     MONUMENTED       CGS
 AW0758  HISTORY     - 1978     GOOD             NGS
 AW0758  HISTORY     - 1986     GOOD             NGS
 AW0758  HISTORY     - 1989     GOOD             USPSQD
 AW0758  HISTORY     - 1989     GOOD             USPSQD
 AW0758  HISTORY     - 19940722 GOOD             USPSQD
 AW0758
 AW0758                          STATION DESCRIPTION
 AW0758
 AW0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW0758'2.85 MI N FROM CEDAR BAYOU.
 AW0758'ABOUT 2.6 MILES NORTH ALONG THE CROSBY-CEDAR BAYOU ROAD FROM THE
 AW0758'ASSEMBLY OF GOD CHURCH AT CEDAR BAYOU, THENCE 0.25 MILE SOUTHWEST
 AW0758'ALONG ARCHER ROAD, ABOUT 128 YARDS SOUTH OF THE CENTER LINE OF THE
 AW0758'ROAD, ABOUT 0.1 MILE NORTHWEST OF A SMALL GROVE OF TREES, 37 FEET EAST
 AW0758'OF THE CENTER LINE OF BARKALOW ROAD, 85 FEET SOUTH OF THE SOUTHWEST
 AW0758'CORNER OF A METAL HANGAR AT THE HUMPHREYS AIRPORTS, 51 1/2 FEET
 AW0758'SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL HANGER, 50 FEET NORTH OF
 AW0758'THE CENTER LINE OF A DIRT DRIVEWAY, 3 FEET EAST OF A FENCE, 1.6 FEET
 AW0758'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 AW0758'PROJECTING 6 INCHES.
 AW0758
 AW0758                          STATION RECOVERY (1978)
 AW0758
 AW0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0758'RECOVERED IN GOOD CONDITION.
 AW0758
 AW0758                          STATION RECOVERY (1986)
 AW0758
 AW0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0758'RECOVERED IN GOOD CONDITION.
 AW0758
 AW0758                          STATION RECOVERY (1989)
 AW0758
 AW0758'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0758'RECOVERED IN GOOD CONDITION.
 AW0758
 AW0758                          STATION RECOVERY (1989)
 AW0758
 AW0758'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW0758'RECOVERED IN GOOD CONDITION.
 AW0758
 AW0758                          STATION RECOVERY (1994)
 AW0758
 AW0758'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0155 ***********************************************************************
 AW0155  DESIGNATION -  P 1184
 AW0155  PID         -  AW0155
 AW0155  STATE/COUNTY-  TX/BRAZORIA
 AW0155  USGS QUAD   -  PEARLAND (1995)
 AW0155
 AW0155                         *CURRENT SURVEY CONTROL
 AW0155  ___________________________________________________________________
 AW0155* NAD 83(1986)-  29 30 59.     (N)    095 15 25.     (W)     SCALED    
 AW0155* NAVD 88     -        12.46   (+/-2cm)      40.9    (feet)  VERTCON   
 AW0155  ___________________________________________________________________
 AW0155  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW0155
 AW0155  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0155
 AW0155.The horizontal coordinates were scaled from a topographic map and have
 AW0155.an estimated accuracy of +/- 6 seconds.
 AW0155
 AW0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0155.The vertical order pertains to the NGVD 29 superseded value.
 AW0155
 AW0155.The geoid height was determined by GEOID03.
 AW0155
 AW0155;                    North         East    Units  Estimated Accuracy
 AW0155;SPC TXSC     - 4,192,330.      962,780.      MT  (+/- 180 meters Scaled)
 AW0155
 AW0155                          SUPERSEDED SURVEY CONTROL
 AW0155
 AW0155  NGVD 29 (??/??/92)   12.453  (m)           40.86   (f) ADJ UNCH    1 1
 AW0155
 AW0155.Superseded values are not recommended for survey control.
 AW0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0155.See file dsdata.txt to determine how the superseded data were derived.
 AW0155
 AW0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN812673(NAD 83)
 AW0155_MARKER: DB = BENCH MARK DISK
 AW0155_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0155_SP_SET: HEADWALL
 AW0155_STAMPING: P 1184 1964
 AW0155_MARK LOGO: CGS   
 AW0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0155+STABILITY: SURFACE MOTION
 AW0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0155+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0155
 AW0155  HISTORY     - Date     Condition        Report By
 AW0155  HISTORY     - 1964     MONUMENTED       CGS
 AW0155  HISTORY     - 1973     GOOD             NGS
 AW0155  HISTORY     - 1978     GOOD             NGS
 AW0155  HISTORY     - 1978     GOOD             NGS
 AW0155  HISTORY     - 1986     GOOD             NGS
 AW0155  HISTORY     - 1987     GOOD             USPSQD
 AW0155  HISTORY     - 1988     GOOD             USPSQD
 AW0155  HISTORY     - 1989     GOOD             USPSQD
 AW0155  HISTORY     - 1989     GOOD             USPSQD
 AW0155  HISTORY     - 1989     GOOD             USPSQD
 AW0155  HISTORY     - 1989     GOOD             USPSQD
 AW0155  HISTORY     - 1989     GOOD             USPSQD
 AW0155  HISTORY     - 1989     GOOD             USPSQD
 AW0155  HISTORY     - 1990     GOOD             USPSQD
 AW0155  HISTORY     - 20051009 GOOD             USPSQD
 AW0155
 AW0155                          STATION DESCRIPTION
 AW0155
 AW0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0155'3.65 MI SE FROM PEARLAND.
 AW0155'3.65 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF
 AW0155'FARM ROAD 518 AT PEARLAND, AT THE JUNCTION OF COUNTY ROAD 413, SET IN
 AW0155'THE TOP AND 1.7 FEET SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 AW0155'HEADWALL OF A CULVERT, 36.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW0155'HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 2
 AW0155'FEET LOWER THAN THE HIGHWAY.
 AW0155
 AW0155                          STATION RECOVERY (1978)
 AW0155
 AW0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0155'RECOVERED IN GOOD CONDITION.
 AW0155
 AW0155                          STATION RECOVERY (1978)
 AW0155
 AW0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0155'RECOVERED IN GOOD CONDITION.
 AW0155
 AW0155                          STATION RECOVERY (1986)
 AW0155
 AW0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0155'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.
 AW0155
 AW0155                          STATION RECOVERY (1987)
 AW0155
 AW0155'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0155'RECOVERED IN GOOD CONDITION.
 AW0155
 AW0155                          STATION RECOVERY (1988)
 AW0155
 AW0155'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0155'RECOVERED IN GOOD CONDITION.
 AW0155
 AW0155                          STATION RECOVERY (1989)
 AW0155
 AW0155'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0155'RECOVERED IN GOOD CONDITION.
 AW0155
 AW0155                          STATION RECOVERY (1989)
 AW0155
 AW0155'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0155'RECOVERED IN GOOD CONDITION.
 AW0155
 AW0155                          STATION RECOVERY (1989)
 AW0155
 AW0155'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0155'RECOVERED IN GOOD CONDITION.
 AW0155
 AW0155                          STATION RECOVERY (1989)
 AW0155
 AW0155'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0155'RECOVERED IN GOOD CONDITION.
 AW0155
 AW0155                          STATION RECOVERY (1989)
 AW0155
 AW0155'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0155'RECOVERED IN GOOD CONDITION.
 AW0155
 AW0155                          STATION RECOVERY (1989)
 AW0155
 AW0155'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0155'RECOVERED IN GOOD CONDITION.
 AW0155
 AW0155                          STATION RECOVERY (1990)
 AW0155
 AW0155'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0155'RECOVERED IN GOOD CONDITION.
 AW0155
 AW0155                          STATION RECOVERY (2005)
 AW0155
 AW0155'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0155'FOUND MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3680 ***********************************************************************
 AW3680  DESIGNATION -  P 1185
 AW3680  PID         -  AW3680
 AW3680  STATE/COUNTY-  TX/HARRIS
 AW3680  USGS QUAD   -  PASADENA (1995)
 AW3680
 AW3680                         *CURRENT SURVEY CONTROL
 AW3680  ___________________________________________________________________
 AW3680* NAD 83(1986)-  29 43 33.     (N)    095 13 15.     (W)     SCALED    
 AW3680* NAVD 88     -         4.37   (+/-2cm)      14.3    (feet)  VERTCON   
 AW3680  ___________________________________________________________________
 AW3680  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3680
 AW3680  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3680
 AW3680.The horizontal coordinates were scaled from a topographic map and have
 AW3680.an estimated accuracy of +/- 6 seconds.
 AW3680
 AW3680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3680.The vertical order pertains to the NGVD 29 superseded value.
 AW3680
 AW3680.The geoid height was determined by GEOID03.
 AW3680
 AW3680;                    North         East    Units  Estimated Accuracy
 AW3680;SPC TXSC     - 4,215,650.      965,530.      MT  (+/- 180 meters Scaled)
 AW3680
 AW3680                          SUPERSEDED SURVEY CONTROL
 AW3680
 AW3680  NGVD 29 (??/??/92)    4.363  (m)           14.31   (f) ADJ UNCH    1 2
 AW3680
 AW3680.Superseded values are not recommended for survey control.
 AW3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3680.See file dsdata.txt to determine how the superseded data were derived.
 AW3680
 AW3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN851904(NAD 83)
 AW3680_MARKER: DB = BENCH MARK DISK
 AW3680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3680_SP_SET: FOUNDATION
 AW3680_STAMPING: P 1185 1964
 AW3680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3680
 AW3680  HISTORY     - Date     Condition        Report By
 AW3680  HISTORY     - 1964     MONUMENTED       CGS
 AW3680  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW3680  HISTORY     - 20031006 MARK NOT FOUND   USPSQD
 AW3680
 AW3680                          STATION DESCRIPTION
 AW3680
 AW3680'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3680'0.9 MI SW FROM PASADENA.
 AW3680'ABOUT 0.9 MILE WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3680'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ABOUT 150 YARDS SOUTHEAST
 AW3680'OF STORAGE TANK NUMBER 463 ON PROPERTY BELONGING TO THE TEXAS COMPANY
 AW3680'ABOUT 100 FEET NORTH OF THE NORTH EDGE OF THE SHIP CHANNEL, 3 FEET
 AW3680'NORTH OF THE NORTH EDGE OF A DOOR SILL WITH A CONCRETE WALKWAY THROUGH
 AW3680'THE BUILDING, 10 INCHES SOUTH OF THE NORTHEAST CORNER OF THE BUILDING,
 AW3680'SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF
 AW3680'THE BUILDING WHICH WILL BE A VALVE BUILDING FOR THE WATER LINES UNDER
 AW3680'THE SHIP CHANNEL TO THE CITY OF HOUSTON, AND ABOUT 2 INCHES ABOVE THE
 AW3680'GROUND.  NOTE-- THE BUILDING AT THE DESCRIBED LOCATION OF THIS MARK IS
 AW3680'STILL UNDER CONSTRUCTION.  THE ABOVE DESCRIPTION IS IN ACCORDANCE WITH
 AW3680'THE ORIGINAL BLUE PRINTS OF THE BUILDING.
 AW3680
 AW3680                          STATION RECOVERY (1994)
 AW3680
 AW3680'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3680'MARK NOT FOUND.
 AW3680
 AW3680                          STATION RECOVERY (2003)
 AW3680
 AW3680'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW3680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0635 ***********************************************************************
 AW0635  DESIGNATION -  P 1186
 AW0635  PID         -  AW0635
 AW0635  STATE/COUNTY-  TX/GALVESTON
 AW0635  USGS QUAD   -  SEA ISLE (1974)
 AW0635
 AW0635                         *CURRENT SURVEY CONTROL
 AW0635  ___________________________________________________________________
 AW0635* NAD 83(1986)-  29 09 19.     (N)    095 01 06.     (W)     SCALED    
 AW0635* NAVD 88     -         3.895  (meters)      12.78   (feet)  ADJUSTED  
 AW0635  ___________________________________________________________________
 AW0635  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW0635  DYNAMIC HT  -           3.890 (meters)      12.76  (feet)  COMP
 AW0635  MODELED GRAV-     979,250.2   (mgal)                       NAVD 88
 AW0635
 AW0635  VERT ORDER  -  FIRST     CLASS I
 AW0635
 AW0635.The horizontal coordinates were scaled from a topographic map and have
 AW0635.an estimated accuracy of +/- 6 seconds.
 AW0635
 AW0635.The orthometric height was determined by differential leveling
 AW0635.and adjusted by the National Geodetic Survey in June 1991..
 AW0635
 AW0635.The geoid height was determined by GEOID03.
 AW0635
 AW0635.The dynamic height is computed by dividing the NAVD 88
 AW0635.geopotential number by the normal gravity value computed on the
 AW0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0635.degrees latitude (g = 980.6199 gals.).
 AW0635
 AW0635.The modeled gravity was interpolated from observed gravity values.
 AW0635
 AW0635;                    North         East    Units  Estimated Accuracy
 AW0635;SPC TXSC     - 4,153,100.      987,260.      MT  (+/- 180 meters Scaled)
 AW0635
 AW0635                          SUPERSEDED SURVEY CONTROL
 AW0635
 AW0635  NGVD 29 (12/23/87)    3.892  (m)           12.77   (f) ADJUSTED    1 1
 AW0635
 AW0635.Superseded values are not recommended for survey control.
 AW0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0635.See file dsdata.txt to determine how the superseded data were derived.
 AW0635
 AW0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036268(NAD 83)
 AW0635_MARKER: DB = BENCH MARK DISK
 AW0635_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0635_SP_SET: CULVERT HEADWALL
 AW0635_STAMPING: P 1186 1964
 AW0635_MARK LOGO: CGS   
 AW0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0635+STABILITY: SURFACE MOTION
 AW0635
 AW0635  HISTORY     - Date     Condition        Report By
 AW0635  HISTORY     - 1964     MONUMENTED       CGS
 AW0635  HISTORY     - 1971     GOOD             NGS
 AW0635  HISTORY     - 1978     GOOD             NGS
 AW0635  HISTORY     - 1987     GOOD             USPSQD
 AW0635  HISTORY     - 1987     GOOD             NGS
 AW0635  HISTORY     - 1988     GOOD             USPSQD
 AW0635  HISTORY     - 1988     GOOD             USPSQD
 AW0635  HISTORY     - 1988     GOOD             USPSQD
 AW0635  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0635  HISTORY     - 19910518 MARK NOT FOUND   USPSQD
 AW0635
 AW0635                          STATION DESCRIPTION
 AW0635
 AW0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0635'18.65 MI SW FROM GALVESTON.
 AW0635'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0635'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0635'NORTHWEST ALONG A PAVED ROAD, THENCE 11.9 MILES SOUTHWEST ALONG
 AW0635'STEWART ROAD, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN
 AW0635'THE CENTER OF THE TOP OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 AW0635'CONCRETE BOX CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AW0635
 AW0635                          STATION RECOVERY (1971)
 AW0635
 AW0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0635'RECOVERED IN GOOD CONDITION.
 AW0635
 AW0635                          STATION RECOVERY (1978)
 AW0635
 AW0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0635'RECOVERED IN GOOD CONDITION.
 AW0635
 AW0635                          STATION RECOVERY (1987)
 AW0635
 AW0635'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0635'RECOVERED IN GOOD CONDITION.
 AW0635
 AW0635                          STATION RECOVERY (1987)
 AW0635
 AW0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0635'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--5.4 KM
 AW0635'(3.35 MI) SOUTHWEST OF THE INTERSECTION OF BUCCANEER DRIVE.
 AW0635
 AW0635                          STATION RECOVERY (1988)
 AW0635
 AW0635'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0635'RECOVERED IN GOOD CONDITION.
 AW0635
 AW0635                          STATION RECOVERY (1988)
 AW0635
 AW0635'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0635'RECOVERED IN GOOD CONDITION.
 AW0635
 AW0635                          STATION RECOVERY (1988)
 AW0635
 AW0635'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0635'RECOVERED IN GOOD CONDITION.
 AW0635
 AW0635                          STATION RECOVERY (1990)
 AW0635
 AW0635'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0635'MARK NOT FOUND.
 AW0635
 AW0635                          STATION RECOVERY (1991)
 AW0635
 AW0635'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1034 ***********************************************************************
 AW1034  DESIGNATION -  P 1187
 AW1034  PID         -  AW1034
 AW1034  STATE/COUNTY-  TX/HARRIS
 AW1034  USGS QUAD   -  LEAGUE CITY (1995)
 AW1034
 AW1034                         *CURRENT SURVEY CONTROL
 AW1034  ___________________________________________________________________
 AW1034* NAD 83(1986)-  29 33 54.     (N)    095 03 10.     (W)     SCALED    
 AW1034* NAVD 88     -         3.609  (meters)      11.84   (feet)  ADJUSTED  
 AW1034  ___________________________________________________________________
 AW1034  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1034  DYNAMIC HT  -           3.604 (meters)      11.82  (feet)  COMP
 AW1034  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 AW1034  OBS GRAVITY -     979,276.9   (mgal)                       GRAV_OBS
 AW1034
 AW1034  VERT ORDER  -  FIRST     CLASS I
 AW1034
 AW1034.The horizontal coordinates were scaled from a topographic map and have
 AW1034.an estimated accuracy of +/- 6 seconds.
 AW1034
 AW1034.The orthometric height was determined by differential leveling
 AW1034.and adjusted by the National Geodetic Survey in June 1991..
 AW1034
 AW1034.The geoid height was determined by GEOID03.
 AW1034
 AW1034.The dynamic height is computed by dividing the NAVD 88
 AW1034.geopotential number by the normal gravity value computed on the
 AW1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1034.degrees latitude (g = 980.6199 gals.).
 AW1034
 AW1034.The modeled gravity was interpolated from observed gravity values.
 AW1034.The observed gravity was obtained from relative gravimeter ties
 AW1034.to the IGSN71 gravity network.
 AW1034
 AW1034;                    North         East    Units  Estimated Accuracy
 AW1034;SPC TXSC     - 4,198,370.      982,380.      MT  (+/- 180 meters Scaled)
 AW1034
 AW1034                          SUPERSEDED SURVEY CONTROL
 AW1034
 AW1034  NGVD 29 (12/23/87)    3.606  (m)           11.83   (f) ADJUSTED    1 1
 AW1034
 AW1034.Superseded values are not recommended for survey control.
 AW1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1034.See file dsdata.txt to determine how the superseded data were derived.
 AW1034
 AW1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN011723(NAD 83)
 AW1034_MARKER: DB = BENCH MARK DISK
 AW1034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1034_SP_SET: COPPER-CLAD STEEL ROD
 AW1034_STAMPING: P 1187 1964
 AW1034_MARK LOGO: CGS   
 AW1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1034+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 AW1034
 AW1034  HISTORY     - Date     Condition        Report By
 AW1034  HISTORY     - 1964     MONUMENTED       CGS
 AW1034  HISTORY     - 1973     GOOD             NGS
 AW1034  HISTORY     - 1976     GOOD             NGS
 AW1034  HISTORY     - 1976     GOOD             NGS
 AW1034  HISTORY     - 1978     GOOD             DOD
 AW1034  HISTORY     - 1978     GOOD             NGS
 AW1034  HISTORY     - 1983     GOOD             NGS
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     POOR             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             USPSQD
 AW1034  HISTORY     - 1987     GOOD             NGS
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1988     GOOD             USPSQD
 AW1034  HISTORY     - 1989     GOOD             USPSQD
 AW1034  HISTORY     - 1989     GOOD             USPSQD
 AW1034  HISTORY     - 1989     GOOD             USPSQD
 AW1034  HISTORY     - 1989     GOOD             USPSQD
 AW1034  HISTORY     - 1989     GOOD             USPSQD
 AW1034  HISTORY     - 1989     GOOD             USPSQD
 AW1034  HISTORY     - 1989     GOOD             USPSQD
 AW1034  HISTORY     - 1989     GOOD             USPSQD
 AW1034  HISTORY     - 1989     GOOD             USPSQD
 AW1034  HISTORY     - 1990     GOOD             USPSQD
 AW1034  HISTORY     - 1990     GOOD             USPSQD
 AW1034  HISTORY     - 19910216 GOOD             USPSQD
 AW1034  HISTORY     - 19910216 GOOD             USPSQD
 AW1034  HISTORY     - 19931122 GOOD             USPSQD
 AW1034  HISTORY     - 20010128 GOOD             USPSQD
 AW1034  HISTORY     - 20010331 GOOD             USPSQD
 AW1034  HISTORY     - 20031104 GOOD             USPSQD
 AW1034  HISTORY     - 20050114 GOOD             USPSQD
 AW1034  HISTORY     - 20050620 GOOD             NASA
 AW1034
 AW1034                          STATION DESCRIPTION
 AW1034
 AW1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1034'1.8 MI W FROM SEABROOK.
 AW1034'1.8 MILES WEST ALONG NASA 1 HIGHWAY FROM THE JUNCTION OF STATE HIGHWAY
 AW1034'146 AT SEABROOK, AT THE JUNCTION OF LAKE SHORE DRIVE, 169.0 FEET NORTH
 AW1034'OF THE CENTER LINE OF NASA 1, 62.0 FEET WEST OF THE CENTER LINE OF THE
 AW1034'DRIVE, 44.3 FEET EAST OF THE NORTHEAST CORNER OF AN EXXON SERVICE
 AW1034'STATION, 30.5 FEET WEST OF THE NORTH END OF A SOLID WOOD FENCE, 1.0
 AW1034'FEET NORTH OF THE NORTH CURB OF A SMALL PARKING AREA FOR A SERVICE
 AW1034'STATION, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH WAS
 AW1034'DRIVEN TO GRADUEL REFUSAL AT A DEPTH OF 40 FEET, AND ABOUT 0.5 FOOT
 AW1034'WEST OF A METAL WITNESS POST.
 AW1034
 AW1034                          STATION RECOVERY (1976)
 AW1034
 AW1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1976)
 AW1034
 AW1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1978)
 AW1034
 AW1034'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1978)
 AW1034
 AW1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1983)
 AW1034
 AW1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1034'RECOVERED IN GOOD CONDITION.  NOTE, SHOULD READ 3.2 KM (2.0 MI) WEST
 AW1034'ALONG NASA 1 HIGHWAY FROM THE JUNCTION OF STATE ROUTE 146 IN SEABROOK,
 AW1034'2.1 METERS (7.0 FT) SOUTH OF A WITNESS POST.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCB)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1034'MARK RECOVERED IN POOR CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1987)
 AW1034
 AW1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1034'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1034'EXCEPT THE WITNESS POST MENTIONED THEREIN NO LONGER EXIST AND ADD
 AW1034'THE MARK IS 2.59 METERS  S FROM  A WITNESS POST
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAC)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1988)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1989)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1989)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1989)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1989)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1989)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1989)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1989)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1989)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1989)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1990)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1990)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1991)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1991)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (1993)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (2001)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWC)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (2001)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 2001 (CFM)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (2003)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (2005)
 AW1034
 AW1034'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1034'RECOVERED IN GOOD CONDITION.
 AW1034
 AW1034                          STATION RECOVERY (2005)
 AW1034
 AW1034'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW1034'PREVIOUS DESCRIPTIONS ADEQUATE, EXCEPT TO NOTE THAT MARK IS JUST NORTH
 AW1034'OF EDGE OF PAVEMENT ON A VACANT LOT NEXT TO A NIGHTCLUB, AND IS MARKED
 AW1034'WITH A WOODEN STAKE APPROXIMATELY 6 INCHES NORTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3561 ***********************************************************************
 AW3561  DESIGNATION -  P 1188
 AW3561  PID         -  AW3561
 AW3561  STATE/COUNTY-  TX/HARRIS
 AW3561  USGS QUAD   -  LA PORTE (1982)
 AW3561
 AW3561                         *CURRENT SURVEY CONTROL
 AW3561  ___________________________________________________________________
 AW3561* NAD 83(1986)-  29 45 00.     (N)    095 06 28.     (W)     SCALED    
 AW3561* NAVD 88     -         4.46   (+/-2cm)      14.6    (feet)  VERTCON   
 AW3561  ___________________________________________________________________
 AW3561  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3561
 AW3561  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3561
 AW3561.The horizontal coordinates were scaled from a topographic map and have
 AW3561.an estimated accuracy of +/- 6 seconds.
 AW3561
 AW3561.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3561.The vertical order pertains to the NGVD 29 superseded value.
 AW3561
 AW3561.The geoid height was determined by GEOID03.
 AW3561
 AW3561;                    North         East    Units  Estimated Accuracy
 AW3561;SPC TXSC     - 4,218,680.      976,370.      MT  (+/- 180 meters Scaled)
 AW3561
 AW3561                          SUPERSEDED SURVEY CONTROL
 AW3561
 AW3561  NGVD 29 (??/??/92)    4.457  (m)           14.62   (f) ADJ UNCH    1 2
 AW3561
 AW3561.Superseded values are not recommended for survey control.
 AW3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3561.See file dsdata.txt to determine how the superseded data were derived.
 AW3561
 AW3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN961929(NAD 83)
 AW3561_MARKER: DB = BENCH MARK DISK
 AW3561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3561_SP_SET: DOCK
 AW3561_STAMPING: P 1188 1964
 AW3561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3561
 AW3561  HISTORY     - Date     Condition        Report By
 AW3561  HISTORY     - 1964     MONUMENTED       CGS
 AW3561
 AW3561                          STATION DESCRIPTION
 AW3561
 AW3561'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3561'2.35 MI SW FROM LYNCHBURG.
 AW3561'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW3561'LANDING AT LYNCHBURG, THENCE 0.25 MILE WEST THROUGH SAN JACINTO PARK,
 AW3561'THENCE 0.35 MILE WEST ACROSS THE SHIP CHANNEL, THENCE 0.55 MILE
 AW3561'SOUTHWEST ALONG THE SHORE OF THE SHIP CHANNEL TO GATE NUMBER 5 IN THE
 AW3561'NORTHEAST BOUNDARY FENCE OF THE SAN JACINTO ORDNANCE DEPOT, THENCE 0.2
 AW3561'MILE NORTHWEST ALONG A SHELL ROAD, THENCE 0.3 MILE SOUTHWEST ALONG A
 AW3561'SHELL ROAD, 150 1/2 FEET NORTHEAST OF THE EAST CORNER OF BUILDING
 AW3561'NUMBER D-9, 15 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A RAILROAD
 AW3561'TRACK OVER A DOCK, 11 1/2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 AW3561'CONCRETE RAMP TO THE DOCK, AND SET IN THE TOP OF THE EAST CORNER OF
 AW3561'THE CONCRETE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0104 ***********************************************************************
 CC0104  DESIGNATION -  P 1189
 CC0104  PID         -  CC0104
 CC0104  STATE/COUNTY-  TX/MIDLAND
 CC0104  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0104
 CC0104                         *CURRENT SURVEY CONTROL
 CC0104  ___________________________________________________________________
 CC0104* NAD 83(1986)-  31 56 48.     (N)    102 03 57.     (W)     SCALED    
 CC0104* NAVD 88     -       849.515  (meters)    2787.12   (feet)  ADJUSTED  
 CC0104  ___________________________________________________________________
 CC0104  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0104  DYNAMIC HT  -         848.322 (meters)    2783.20  (feet)  COMP
 CC0104  MODELED GRAV-     979,206.3   (mgal)                       NAVD 88
 CC0104
 CC0104  VERT ORDER  -  SECOND    CLASS 0
 CC0104
 CC0104.The horizontal coordinates were scaled from a topographic map and have
 CC0104.an estimated accuracy of +/- 6 seconds.
 CC0104
 CC0104.The orthometric height was determined by differential leveling
 CC0104.and adjusted by the National Geodetic Survey in June 1991..
 CC0104
 CC0104.The geoid height was determined by GEOID03.
 CC0104
 CC0104.The dynamic height is computed by dividing the NAVD 88
 CC0104.geopotential number by the normal gravity value computed on the
 CC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0104.degrees latitude (g = 980.6199 gals.).
 CC0104
 CC0104.The modeled gravity was interpolated from observed gravity values.
 CC0104
 CC0104;                    North         East    Units  Estimated Accuracy
 CC0104;SPC TX C     - 3,254,040.      536,200.      MT  (+/- 180 meters Scaled)
 CC0104
 CC0104                          SUPERSEDED SURVEY CONTROL
 CC0104
 CC0104  NGVD 29 (??/??/92)  849.150  (m)         2785.92   (f) ADJ UNCH    2 0
 CC0104
 CC0104.Superseded values are not recommended for survey control.
 CC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0104.See file dsdata.txt to determine how the superseded data were derived.
 CC0104
 CC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR773382(NAD 83)
 CC0104_MARKER: DB = BENCH MARK DISK
 CC0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0104_STAMPING: P 1189 1967
 CC0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0104+STABILITY: SURFACE MOTION
 CC0104
 CC0104  HISTORY     - Date     Condition        Report By
 CC0104  HISTORY     - 1967     MONUMENTED       CGS
 CC0104
 CC0104                          STATION DESCRIPTION
 CC0104
 CC0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0104'3.6 MI S FROM MIDLAND.
 CC0104'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0104'THE STATION AT MIDLAND, THENCE 3.45 MILES SOUTH ALONG STATE HIGHWAY
 CC0104'349, 60 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 75 FEET SOUTH
 CC0104'OF THE EXTENDED CENTER LINE OF A PAVED ROAD WHICH LEADS TO THE
 CC0104'RIDGEHEIGHTS ADDITION, 9 FEET NORTH OF AN 8-INCH PIPE FENCE CORNER
 CC0104'POST, 8 1/2 FEET NORTH OF POWER POLE NUMBER 38, 1 1/2 FEET EAST OF A
 CC0104'FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 CC0104'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CC0104'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0044 ***********************************************************************
 BN0044  DESIGNATION -  P 119
 BN0044  PID         -  BN0044
 BN0044  STATE/COUNTY-  TX/LLANO
 BN0044  USGS QUAD   -  KINGSLAND (1982)
 BN0044
 BN0044                         *CURRENT SURVEY CONTROL
 BN0044  ___________________________________________________________________
 BN0044* NAD 83(1986)-  30 40 49.     (N)    098 27 33.     (W)     SCALED    
 BN0044* NAVD 88     -       278.888  (meters)     914.99   (feet)  ADJUSTED  
 BN0044  ___________________________________________________________________
 BN0044  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 BN0044  DYNAMIC HT  -         278.518 (meters)     913.77  (feet)  COMP
 BN0044  MODELED GRAV-     979,307.9   (mgal)                       NAVD 88
 BN0044
 BN0044  VERT ORDER  -  SECOND    CLASS 0
 BN0044
 BN0044.The horizontal coordinates were scaled from a topographic map and have
 BN0044.an estimated accuracy of +/- 6 seconds.
 BN0044
 BN0044.The orthometric height was determined by differential leveling
 BN0044.and adjusted by the National Geodetic Survey in June 1991..
 BN0044
 BN0044.The geoid height was determined by GEOID03.
 BN0044
 BN0044.The dynamic height is computed by dividing the NAVD 88
 BN0044.geopotential number by the normal gravity value computed on the
 BN0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0044.degrees latitude (g = 980.6199 gals.).
 BN0044
 BN0044.The modeled gravity was interpolated from observed gravity values.
 BN0044
 BN0044;                    North         East    Units  Estimated Accuracy
 BN0044;SPC TX C     - 3,113,880.      879,560.      MT  (+/- 180 meters Scaled)
 BN0044
 BN0044                          SUPERSEDED SURVEY CONTROL
 BN0044
 BN0044  NGVD 29 (??/??/92)  278.839  (m)          914.82   (f) ADJ UNCH    2 0
 BN0044
 BN0044.Superseded values are not recommended for survey control.
 BN0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0044.See file dsdata.txt to determine how the superseded data were derived.
 BN0044
 BN0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU518942(NAD 83)
 BN0044_MARKER: DB = BENCH MARK DISK
 BN0044_SETTING: 66 = SET IN ROCK OUTCROP
 BN0044_SP_SET: ROCK OUTCROP
 BN0044_STAMPING: P 119 1933
 BN0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0044+STABILITY: POSITION/ELEVATION WELL
 BN0044
 BN0044  HISTORY     - Date     Condition        Report By
 BN0044  HISTORY     - 1933     MONUMENTED       CGS
 BN0044  HISTORY     - 1966     GOOD             USGS
 BN0044
 BN0044                          STATION DESCRIPTION
 BN0044
 BN0044'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 BN0044'1.7 MI NW FROM KINGSLAND.
 BN0044'KINGSLAND POST OFFICE.  1.7 MI. NORTHWEST OF ALONG F.M. EAST OF THE
 BN0044'CENTER OF THE TRACK AND SET IN A LIMESTONE OUTCROP.  A STANDARD DISK
 BN0044'STAMPED P 119 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0409 ***********************************************************************
 CB0409  DESIGNATION -  P 1190
 CB0409  PID         -  CB0409
 CB0409  STATE/COUNTY-  TX/UPTON
 CB0409  USGS QUAD   -  LINDSEY RANCH (1970)
 CB0409
 CB0409                         *CURRENT SURVEY CONTROL
 CB0409  ___________________________________________________________________
 CB0409* NAD 83(1986)-  31 23 52.     (N)    101 56 22.     (W)     SCALED    
 CB0409* NAVD 88     -       840.956  (meters)    2759.04   (feet)  ADJUSTED  
 CB0409  ___________________________________________________________________
 CB0409  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0409  DYNAMIC HT  -         839.739 (meters)    2755.04  (feet)  COMP
 CB0409  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 CB0409
 CB0409  VERT ORDER  -  SECOND    CLASS 0
 CB0409
 CB0409.The horizontal coordinates were scaled from a topographic map and have
 CB0409.an estimated accuracy of +/- 6 seconds.
 CB0409
 CB0409.The orthometric height was determined by differential leveling
 CB0409.and adjusted by the National Geodetic Survey in June 1991..
 CB0409
 CB0409.The geoid height was determined by GEOID03.
 CB0409
 CB0409.The dynamic height is computed by dividing the NAVD 88
 CB0409.geopotential number by the normal gravity value computed on the
 CB0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0409.degrees latitude (g = 980.6199 gals.).
 CB0409
 CB0409.The modeled gravity was interpolated from observed gravity values.
 CB0409
 CB0409;                    North         East    Units  Estimated Accuracy
 CB0409;SPC TX C     - 3,193,010.      547,270.      MT  (+/- 180 meters Scaled)
 CB0409
 CB0409                          SUPERSEDED SURVEY CONTROL
 CB0409
 CB0409  NGVD 29 (??/??/92)  840.624  (m)         2757.95   (f) ADJ UNCH    2 0
 CB0409
 CB0409.Superseded values are not recommended for survey control.
 CB0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0409.See file dsdata.txt to determine how the superseded data were derived.
 CB0409
 CB0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV204774(NAD 83)
 CB0409_MARKER: DB = BENCH MARK DISK
 CB0409_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CB0409_SP_SET: 6 FEET
 CB0409_STAMPING: P 1190 1967
 CB0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0409
 CB0409  HISTORY     - Date     Condition        Report By
 CB0409  HISTORY     - 1967     MONUMENTED       CGS
 CB0409
 CB0409                          STATION DESCRIPTION
 CB0409
 CB0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0409'12.1 MI N FROM RANKIN.
 CB0409'ABOUT 12.1 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0409'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.35 MILE NORTH
 CB0409'OF THE CROSSING OF THE HIGHWAY AND A PIPE LINE, 58 FEET EAST OF THE
 CB0409'CENTER LINE OF THE HIGHWAY, 60 FEET NORTH OF A FENCE CORNER POST, 1
 CB0409'1/2 FEET WEST OF A FENCE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST,
 CB0409'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 CB0409'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 6 FEET AND IS
 CB0409'ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0722 ***********************************************************************
 AN0722  DESIGNATION -  P 1192
 AN0722  PID         -  AN0722
 AN0722  STATE/COUNTY-  TX/JACKSON
 AN0722  USGS QUAD   -  EDNA (1995)
 AN0722
 AN0722                         *CURRENT SURVEY CONTROL
 AN0722  ___________________________________________________________________
 AN0722* NAD 83(1986)-  28 56 53.     (N)    096 42 22.     (W)     SCALED    
 AN0722* NAVD 88     -        20.41   (+/-2cm)      67.0    (feet)  VERTCON   
 AN0722  ___________________________________________________________________
 AN0722  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0722
 AN0722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0722
 AN0722.The horizontal coordinates were scaled from a topographic map and have
 AN0722.an estimated accuracy of +/- 6 seconds.
 AN0722
 AN0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0722.The vertical order pertains to the NGVD 29 superseded value.
 AN0722
 AN0722.The geoid height was determined by GEOID03.
 AN0722
 AN0722;                    North         East    Units  Estimated Accuracy
 AN0722;SPC TXSC     - 4,125,730.      823,590.      MT  (+/- 180 meters Scaled)
 AN0722
 AN0722                          SUPERSEDED SURVEY CONTROL
 AN0722
 AN0722  NGVD 29 (??/??/92)   20.446  (m)           67.08   (f) ADJ UNCH    2 0
 AN0722
 AN0722.Superseded values are not recommended for survey control.
 AN0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0722.See file dsdata.txt to determine how the superseded data were derived.
 AN0722
 AN0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT235043(NAD 83)
 AN0722_MARKER: DB = BENCH MARK DISK
 AN0722_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0722_SP_SET: 77 FEET
 AN0722_STAMPING: P 1192 1972
 AN0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0722
 AN0722  HISTORY     - Date     Condition        Report By
 AN0722  HISTORY     - 1972     MONUMENTED       NGS
 AN0722
 AN0722                          STATION DESCRIPTION
 AN0722
 AN0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0722'4.2 MI SW FROM EDNA.
 AN0722'ABOUT 4.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE
 AN0722'AT EDNA, AT EL TORO, ABOUT 6.0 MILES NORTHEAST OF THE CROSSING OF FARM
 AN0722'ROAD 444 AT INEZ, ALONG THE SOUTHERN PACIFIC RAILROAD, AT THE CROSSING
 AN0722'OF FARM ROAD 234, 84 FEET WEST OF THE CENTER OF THE FARM ROAD CROSSING
 AN0722'THE TRACK, 49.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 61 FEET
 AN0722'SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 2 1/2 FEET SOUTHWEST OF
 AN0722'A POWER LINE POLE, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST, 2 FEET
 AN0722'BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON THE TOP OF A COPPER
 AN0722'COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE GROUND AND
 AN0722'PROTECTED BY A 6 INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE
 AN0722'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 77
 AN0722'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0894 ***********************************************************************
 AX0894  DESIGNATION -  P 1193
 AX0894  PID         -  AX0894
 AX0894  STATE/COUNTY-  TX/JACKSON
 AX0894  USGS QUAD   -  CORDELE (1981)
 AX0894
 AX0894                         *CURRENT SURVEY CONTROL
 AX0894  ___________________________________________________________________
 AX0894* NAD 83(1986)-  29 07 38.     (N)    096 37 49.     (W)     SCALED    
 AX0894* NAVD 88     -        29.37   (+/-2cm)      96.4    (feet)  VERTCON   
 AX0894  ___________________________________________________________________
 AX0894  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0894  OBS GRAVITY -     979,223.7   (mgal)                       GRAV_OBS
 AX0894
 AX0894  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0894
 AX0894.The horizontal coordinates were scaled from a topographic map and have
 AX0894.an estimated accuracy of +/- 6 seconds.
 AX0894
 AX0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0894.The vertical order pertains to the NGVD 29 superseded value.
 AX0894
 AX0894.The geoid height was determined by GEOID03.
 AX0894.The observed gravity was obtained from relative gravimeter ties
 AX0894.to the IGSN71 gravity network.
 AX0894
 AX0894;                    North         East    Units  Estimated Accuracy
 AX0894;SPC TXSC     - 4,145,730.      830,570.      MT  (+/- 180 meters Scaled)
 AX0894
 AX0894                          SUPERSEDED SURVEY CONTROL
 AX0894
 AX0894  NGVD 29 (??/??/92)   29.378  (m)           96.38   (f) ADJ UNCH    2 0
 AX0894
 AX0894.Superseded values are not recommended for survey control.
 AX0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0894.See file dsdata.txt to determine how the superseded data were derived.
 AX0894
 AX0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT305244(NAD 83)
 AX0894_MARKER: DB = BENCH MARK DISK
 AX0894_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0894+WITH SETTING: INTO GROUND
 AX0894_STAMPING: P 1193 1972
 AX0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0894+STABILITY: SURFACE MOTION
 AX0894
 AX0894  HISTORY     - Date     Condition        Report By
 AX0894  HISTORY     - 1972     MONUMENTED       NGS
 AX0894
 AX0894                          STATION DESCRIPTION
 AX0894
 AX0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0894'0.75 MI S FROM CORDELE.
 AX0894'ABOUT 0.75 MILES SOUTH ALONG FARM TO MARKET ROAD NO. 530 FROM THE
 AX0894'METHODIST CHURCH AT CORDELE, 62.3 FEET WEST OF THE CENTER LINE OF THE
 AX0894'FARM TO MARKET ROAD, 11.8 FEET SOUTH OF THE SOUTH GATE POST FOR A
 AX0894'METAL GATE ACROSS A DRIVE TO A FIELD, 0.8 FOOT EAST OF THE
 AX0894'RIGHT-OF-WAY FENCE LINE, 1.5 FEET NORTH OF A METAL WITNESS POST, 1
 AX0894'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER
 AX0894'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 AX0894'LEVEL WITH THE GROUND AND ENCASED IN A 6-INCH METAL PIPE THAT PROJECTS
 AX0894'3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0711 ***********************************************************************
 AN0711  DESIGNATION -  P 1194
 AN0711  PID         -  AN0711
 AN0711  STATE/COUNTY-  TX/JACKSON
 AN0711  USGS QUAD   -  MANSON (1995)
 AN0711
 AN0711                         *CURRENT SURVEY CONTROL
 AN0711  ___________________________________________________________________
 AN0711* NAD 83(1986)-  28 59 38.     (N)    096 36 49.     (W)     SCALED    
 AN0711* NAVD 88     -        20.065  (meters)      65.83   (feet)  ADJUSTED  
 AN0711  ___________________________________________________________________
 AN0711  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0711  DYNAMIC HT  -          20.036 (meters)      65.73  (feet)  COMP
 AN0711  MODELED GRAV-     979,216.9   (mgal)                       NAVD 88
 AN0711  OBS GRAVITY -     979,216.8   (mgal)                       GRAV_OBS
 AN0711
 AN0711  VERT ORDER  -  FIRST     CLASS I
 AN0711
 AN0711.The horizontal coordinates were scaled from a topographic map and have
 AN0711.an estimated accuracy of +/- 6 seconds.
 AN0711
 AN0711.The orthometric height was determined by differential leveling
 AN0711.and adjusted by the National Geodetic Survey in June 1991..
 AN0711
 AN0711.The geoid height was determined by GEOID03.
 AN0711
 AN0711.The dynamic height is computed by dividing the NAVD 88
 AN0711.geopotential number by the normal gravity value computed on the
 AN0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0711.degrees latitude (g = 980.6199 gals.).
 AN0711
 AN0711.The modeled gravity was interpolated from observed gravity values.
 AN0711.The observed gravity was obtained from relative gravimeter ties
 AN0711.to the IGSN71 gravity network.
 AN0711
 AN0711;                    North         East    Units  Estimated Accuracy
 AN0711;SPC TXSC     - 4,130,990.      832,500.      MT  (+/- 180 meters Scaled)
 AN0711
 AN0711                          SUPERSEDED SURVEY CONTROL
 AN0711
 AN0711  NGVD 29 (12/23/87)   20.076  (m)           65.87   (f) ADJUSTED    1 1
 AN0711
 AN0711.Superseded values are not recommended for survey control.
 AN0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0711.See file dsdata.txt to determine how the superseded data were derived.
 AN0711
 AN0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT324096(NAD 83)
 AN0711_MARKER: DB = BENCH MARK DISK
 AN0711_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0711+WITH SETTING: INTO GROUND
 AN0711_SP_SET: METAL ROD WITH BASE PLATE
 AN0711_STAMPING: P 1194 1972
 AN0711_MARK LOGO: NGS   
 AN0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0711+STABILITY: SURFACE MOTION
 AN0711
 AN0711  HISTORY     - Date     Condition        Report By
 AN0711  HISTORY     - 1972     MONUMENTED       NGS
 AN0711  HISTORY     - 1987     GOOD             NGS
 AN0711
 AN0711                          STATION DESCRIPTION
 AN0711
 AN0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0711'2.3 MI NE FROM EDNA.
 AN0711'ABOUT 2.3 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD AND US
 AN0711'HIGHWAY 59 FROM THE COURTHOUSE AT EDNA, 2 POLES NORTHEAST OF MILEPOST
 AN0711'64, 75 FEET WEST OF THE CENTER OF THE CROSSING OF AN OILED ROAD AND
 AN0711'THE TRACK, 68 FEET SOUTHEAST OF THE CENTER LINE OF THE US HIGHWAY, 67
 AN0711'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE OILED ROAD, 29.6 FEET
 AN0711'NORTHWEST OF THE NORTHWEST RAIL OF MAIN TRACK, 24 1/2 FEET SOUTH OF
 AN0711'UNDERGROUND CABLE MARKER NO. 95 S, 1 FOOT SOUTHWEST OF A METAL WITNESS
 AN0711'POST, 2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 4 FOOT
 AN0711'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 AN0711'DISK IS FLUSH WITH THE GROUND AND ENCASED IN A 6 INCH PIPE THAT IS
 AN0711'FLUSH WITH THE LEVEL OF THE GROUND.
 AN0711
 AN0711                          STATION RECOVERY (1987)
 AN0711
 AN0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN0711'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.65 KM (1.64
 AN0711'MI) NORTHEAST ALONG HIGHWAY LOOP 521 FROM THE JUNCTION OF STATE
 AN0711'HIGHWAY 111 IN EDNA, THENCE 1.02 KM (0.63 MI) NORTHEAST ALONG US
 AN0711'HIGHWAY 59, IN THE SOUTH CORNER OF THE T-JUNCTION OF COUNTY ROAD 410,
 AN0711'43.6 METERS (143 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 59
 AN0711'NORTHBOUND, 20.5 METERS (67.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AN0711'COUNTY ROAD, 20.7 METERS (68.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AN0711'FRONTAGE ROAD, 9.0 METERS (29.6 FT) NORTHWEST OF THE NORTHWEST RAIL OF
 AN0711'THE SOUTHERN PACIFIC RAILROAD, 7.4 METERS (24.5 FT) SOUTH OF A MARKER
 AN0711'FOR UNDERGROUND CABLE.
 AN0711'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AN0711'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0644 ***********************************************************************
 AN0644  DESIGNATION -  P 1195
 AN0644  PID         -  AN0644
 AN0644  STATE/COUNTY-  TX/JACKSON
 AN0644  USGS QUAD   -  LA SALLE (1995)
 AN0644
 AN0644                         *CURRENT SURVEY CONTROL
 AN0644  ___________________________________________________________________
 AN0644* NAD 83(1986)-  28 50 23.     (N)    096 37 56.     (W)     SCALED    
 AN0644* NAVD 88     -        11.972  (meters)      39.28   (feet)  ADJUSTED  
 AN0644  ___________________________________________________________________
 AN0644  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0644  DYNAMIC HT  -          11.954 (meters)      39.22  (feet)  COMP
 AN0644  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 AN0644
 AN0644  VERT ORDER  -  FIRST     CLASS I
 AN0644
 AN0644.The horizontal coordinates were scaled from a topographic map and have
 AN0644.an estimated accuracy of +/- 6 seconds.
 AN0644
 AN0644.The orthometric height was determined by differential leveling
 AN0644.and adjusted by the National Geodetic Survey in June 1991..
 AN0644
 AN0644.The geoid height was determined by GEOID03.
 AN0644
 AN0644.The dynamic height is computed by dividing the NAVD 88
 AN0644.geopotential number by the normal gravity value computed on the
 AN0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0644.degrees latitude (g = 980.6199 gals.).
 AN0644
 AN0644.The modeled gravity was interpolated from observed gravity values.
 AN0644
 AN0644;                    North         East    Units  Estimated Accuracy
 AN0644;SPC TXSC     - 4,113,880.      831,030.      MT  (+/- 180 meters Scaled)
 AN0644
 AN0644                          SUPERSEDED SURVEY CONTROL
 AN0644
 AN0644  NGVD 29 (??/??/92)   12.087  (m)           39.66   (f) ADJ UNCH    1 1
 AN0644
 AN0644.Superseded values are not recommended for survey control.
 AN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0644.See file dsdata.txt to determine how the superseded data were derived.
 AN0644
 AN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS310925(NAD 83)
 AN0644_MARKER: DB = BENCH MARK DISK
 AN0644_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0644+WITH SETTING: INTO GROUND
 AN0644_STAMPING: P 1195 1972
 AN0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0644+STABILITY: SURFACE MOTION
 AN0644
 AN0644  HISTORY     - Date     Condition        Report By
 AN0644  HISTORY     - 1972     MONUMENTED       NGS
 AN0644  HISTORY     - 1978     GOOD             NGS
 AN0644
 AN0644                          STATION DESCRIPTION
 AN0644
 AN0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0644'1.3 MI NW FROM VANDERBILT.
 AN0644'ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 234 (FARM TO MARKET
 AN0644'ROAD) FROM THE MISSOURI PACIFIC RAILROAD STATION AT VANDERBILT, 0.15
 AN0644'MILE SOUTHEAST OF AN OVERHEAD POWER LINE CROSSING, 70 FEET NORTH OF
 AN0644'THE CENTER OF THE INTERSECTION OF TUCKER ROAD, 59.5 FEET NORTHEAST OF
 AN0644'THE CENTER LINE OF THE FARM TO MARKET ROAD NO. 234, 35 1/2 FEET
 AN0644'NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 22.6 FEET NORTH OF
 AN0644'THE NORTHEAST END OF CONCRETE HEADWALL FOR A BOX CULVERT UNDER TUCKER
 AN0644'ROAD, 3 1/2 FEET SOUTHEAST OF A POWER LINE POLE, IN LINE WITH A ROW OF
 AN0644'POLES, 0.9 FOOT NORTHWEST OF A METAL WITNESS POST, 3 1/2 FEET BELOW
 AN0644'THE LEVEL OF THE FARM TO MARKET ROAD, AND ON THE TOP OF A 4 FOOT
 AN0644'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 AN0644'DISK IS LEVEL WITH THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT
 AN0644'IS FLUSH WITH THE GROUND.
 AN0644
 AN0644                          STATION RECOVERY (1978)
 AN0644
 AN0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0488 ***********************************************************************
 AN0488  DESIGNATION -  P 1196
 AN0488  PID         -  AN0488
 AN0488  STATE/COUNTY-  TX/VICTORIA
 AN0488  USGS QUAD   -  PLACEDO (1995)
 AN0488
 AN0488                         *CURRENT SURVEY CONTROL
 AN0488  ___________________________________________________________________
 AN0488* NAD 83(1986)-  28 42 39.     (N)    096 47 37.     (W)     SCALED    
 AN0488* NAVD 88     -        13.612  (meters)      44.66   (feet)  ADJUSTED  
 AN0488  ___________________________________________________________________
 AN0488  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0488  DYNAMIC HT  -          13.592 (meters)      44.59  (feet)  COMP
 AN0488  MODELED GRAV-     979,193.9   (mgal)                       NAVD 88
 AN0488
 AN0488  VERT ORDER  -  FIRST     CLASS I
 AN0488
 AN0488.The horizontal coordinates were scaled from a topographic map and have
 AN0488.an estimated accuracy of +/- 6 seconds.
 AN0488
 AN0488.The orthometric height was determined by differential leveling
 AN0488.and adjusted by the National Geodetic Survey in June 1991..
 AN0488
 AN0488.The geoid height was determined by GEOID03.
 AN0488
 AN0488.The dynamic height is computed by dividing the NAVD 88
 AN0488.geopotential number by the normal gravity value computed on the
 AN0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0488.degrees latitude (g = 980.6199 gals.).
 AN0488
 AN0488.The modeled gravity was interpolated from observed gravity values.
 AN0488
 AN0488;                    North         East    Units  Estimated Accuracy
 AN0488;SPC TXSC     - 4,099,290.      815,550.      MT  (+/- 180 meters Scaled)
 AN0488
 AN0488                          SUPERSEDED SURVEY CONTROL
 AN0488
 AN0488  NGVD 29 (??/??/92)   13.734  (m)           45.06   (f) ADJ UNCH    1 1
 AN0488
 AN0488.Superseded values are not recommended for survey control.
 AN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0488.See file dsdata.txt to determine how the superseded data were derived.
 AN0488
 AN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS155779(NAD 83)
 AN0488_MARKER: DB = BENCH MARK DISK
 AN0488_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0488+WITH SETTING: INTO GROUND
 AN0488_STAMPING: P 1196 1972
 AN0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0488+STABILITY: SURFACE MOTION
 AN0488
 AN0488  HISTORY     - Date     Condition        Report By
 AN0488  HISTORY     - 1972     MONUMENTED       NGS
 AN0488  HISTORY     - 1978     GOOD             NGS
 AN0488
 AN0488                          STATION DESCRIPTION
 AN0488
 AN0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0488'2.65 MI NE FROM PLACEDO.
 AN0488'ABOUT 2.65 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AN0488'THE CROSSING OF U.S. HIGHWAY 87 AT PLACEDO, 310 FEET SOUTHEAST AND
 AN0488'ACROSS FARM-TO-MARKET ROAD 616 FROM THE SOUTHEAST RAIL OF THE TRACK 73
 AN0488'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 83 FEET NORTH OF A
 AN0488'POWER POLE WHICH BEARS A TRANSFORMER, 19 FEET SOUTHWEST OF THE CENTER
 AN0488'LINE OF A PRIVATE DRIVEWAY, 1 FOOT NORTHWEST OF A FENCE 0.6 FOOT SOUTH
 AN0488'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD,
 AN0488'AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS
 AN0488'ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF
 AN0488'THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 2
 AN0488'INCHES.
 AN0488
 AN0488                          STATION RECOVERY (1978)
 AN0488
 AN0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0793 ***********************************************************************
 AN0793  DESIGNATION -  P 1197
 AN0793  PID         -  AN0793
 AN0793  STATE/COUNTY-  TX/JACKSON
 AN0793  USGS QUAD   -  MANSON (1995)
 AN0793
 AN0793                         *CURRENT SURVEY CONTROL
 AN0793  ___________________________________________________________________
 AN0793* NAD 83(1986)-  28 57 12.     (N)    096 36 11.     (W)     SCALED    
 AN0793* NAVD 88     -        17.58   (+/-2cm)      57.7    (feet)  VERTCON   
 AN0793  ___________________________________________________________________
 AN0793  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0793
 AN0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0793
 AN0793.The horizontal coordinates were scaled from a topographic map and have
 AN0793.an estimated accuracy of +/- 6 seconds.
 AN0793
 AN0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0793.The vertical order pertains to the NGVD 29 superseded value.
 AN0793
 AN0793.The geoid height was determined by GEOID03.
 AN0793
 AN0793;                    North         East    Units  Estimated Accuracy
 AN0793;SPC TXSC     - 4,126,520.      833,620.      MT  (+/- 180 meters Scaled)
 AN0793
 AN0793                          SUPERSEDED SURVEY CONTROL
 AN0793
 AN0793  NGVD 29 (??/??/92)   17.590  (m)           57.71   (f) ADJ UNCH    2 0
 AN0793
 AN0793.Superseded values are not recommended for survey control.
 AN0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0793.See file dsdata.txt to determine how the superseded data were derived.
 AN0793
 AN0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT336051(NAD 83)
 AN0793_MARKER: DB = BENCH MARK DISK
 AN0793_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0793+WITH SETTING: INTO GROUND
 AN0793_STAMPING: P 1197 1972
 AN0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0793+STABILITY: SURFACE MOTION
 AN0793
 AN0793  HISTORY     - Date     Condition        Report By
 AN0793  HISTORY     - 1972     MONUMENTED       NGS
 AN0793
 AN0793                          STATION DESCRIPTION
 AN0793
 AN0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0793'3.15 MI SE FROM EDNA.
 AN0793'ABOUT 3.15 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0793'AT EDNA, ABOUT 0.1 MILE WEST OF A GATE AND STOCK PENS WHICH ARE
 AN0793'LOCATED ON THE SOUTH SIDE OF THE HIGHWAY, 83 1/2 FEET SOUTHEAST OF THE
 AN0793'CENTER OF THE JUNCTION OF THE HIGHWAY AND A SHELL ROAD WHICH LEADS
 AN0793'NORTHEAST TO A SHED, 49 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 AN0793'HIGHWAY, 9 FEET NORTHEAST OF A POWER POLE, 1 1/2 FEET NORTH OF A
 AN0793'FENCE, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 AN0793'BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT SECTION OF
 AN0793'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 AN0793'LEVEL WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH
 AN0793'METAL PIPE WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0916 ***********************************************************************
 AX0916  DESIGNATION -  P 1198
 AX0916  PID         -  AX0916
 AX0916  STATE/COUNTY-  TX/FAYETTE
 AX0916  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0916
 AX0916                         *CURRENT SURVEY CONTROL
 AX0916  ___________________________________________________________________
 AX0916* NAD 83(1986)-  29 52 53.     (N)    096 52 33.     (W)     SCALED    
 AX0916* NAVD 88     -       120.356  (meters)     394.87   (feet)  ADJUSTED  
 AX0916  ___________________________________________________________________
 AX0916  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AX0916  DYNAMIC HT  -         120.190 (meters)     394.32  (feet)  COMP
 AX0916  MODELED GRAV-     979,261.1   (mgal)                       NAVD 88
 AX0916
 AX0916  VERT ORDER  -  FIRST     CLASS I
 AX0916
 AX0916.The horizontal coordinates were scaled from a topographic map and have
 AX0916.an estimated accuracy of +/- 6 seconds.
 AX0916
 AX0916.The orthometric height was determined by differential leveling
 AX0916.and adjusted by the National Geodetic Survey in June 1991..
 AX0916
 AX0916.The geoid height was determined by GEOID03.
 AX0916
 AX0916.The dynamic height is computed by dividing the NAVD 88
 AX0916.geopotential number by the normal gravity value computed on the
 AX0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0916.degrees latitude (g = 980.6199 gals.).
 AX0916
 AX0916.The modeled gravity was interpolated from observed gravity values.
 AX0916
 AX0916;                    North         East    Units  Estimated Accuracy
 AX0916;SPC TXSC     - 4,228,850.      805,170.      MT  (+/- 180 meters Scaled)
 AX0916
 AX0916                          SUPERSEDED SURVEY CONTROL
 AX0916
 AX0916  NGVD 29 (??/??/92)  120.318  (m)          394.74   (f) ADJ UNCH    1 1
 AX0916
 AX0916.Superseded values are not recommended for survey control.
 AX0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0916.See file dsdata.txt to determine how the superseded data were derived.
 AX0916
 AX0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU051075(NAD 83)
 AX0916_MARKER: DB = BENCH MARK DISK
 AX0916_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0916_SP_SET: 9 FEET
 AX0916_STAMPING: P 1198 1972
 AX0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0916+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX0916
 AX0916  HISTORY     - Date     Condition        Report By
 AX0916  HISTORY     - 1972     MONUMENTED       NGS
 AX0916  HISTORY     - 1987     GOOD             USPSQD
 AX0916  HISTORY     - 1990     GOOD             USPSQD
 AX0916  HISTORY     - 20041027 GOOD             USPSQD
 AX0916
 AX0916                          STATION DESCRIPTION
 AX0916
 AX0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0916'2.0 MI S FROM LA GRANGE.
 AX0916'ABOUT 2.0 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT LA
 AX0916'GRANGE, ABOUT 0.35 MILE SOUTHWEST OF THE INTERSECTION OF THE HIGHWAY
 AX0916'AND STATE HIGHWAY SPUR 92 AND FARM ROAD 155, ABOUT 150 FEET NORTHWEST
 AX0916'AND ACROSS THE HIGHWAY FROM A LARGE BRICK HOUSE, 39 FEET NORTHWEST OF
 AX0916'THE CENTER LINE OF THE HIGHWAY, 73 FEET SOUTHWEST OF THE CENTER LINE
 AX0916'OF A PAVED ROAD, 33 FEET SOUTHWEST OF A CORNER FENCE POST, 32 FEET
 AX0916'SOUTH OF A 25-INCH OAK TREE, 1 1/2 FEET SOUTHEAST OF A FENCE, 0.8 FOOT
 AX0916'NORTH OF A METAL WITNESS POST, AND ON THE TOP OF A COPPER COATED ROD
 AX0916'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 AX0916'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 4 INCHES. THE ROD WAS
 AX0916'DRIVEN TO REFUSAL AT A DEPTH OF 9 FEET.
 AX0916
 AX0916                          STATION RECOVERY (1987)
 AX0916
 AX0916'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0916'RECOVERED IN GOOD CONDITION.
 AX0916
 AX0916                          STATION RECOVERY (1990)
 AX0916
 AX0916'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0916'RECOVERED IN GOOD CONDITION.
 AX0916
 AX0916                          STATION RECOVERY (2004)
 AX0916
 AX0916'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0916'METAL WITNESS POST AND ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1739 ***********************************************************************
 BK1739  DESIGNATION -  P 1199
 BK1739  PID         -  BK1739
 BK1739  STATE/COUNTY-  TX/ORANGE
 BK1739  USGS QUAD   -  MAURICEVILLE (1974)
 BK1739
 BK1739                         *CURRENT SURVEY CONTROL
 BK1739  ___________________________________________________________________
 BK1739* NAD 83(1986)-  30 09 05.     (N)    093 45 03.     (W)     SCALED    
 BK1739* NAVD 88     -         4.440  (meters)      14.57   (feet)  ADJUSTED  
 BK1739  ___________________________________________________________________
 BK1739  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK1739  DYNAMIC HT  -           4.434 (meters)      14.55  (feet)  COMP
 BK1739  MODELED GRAV-     979,313.5   (mgal)                       NAVD 88
 BK1739
 BK1739  VERT ORDER  -  FIRST     CLASS I
 BK1739
 BK1739.The horizontal coordinates were scaled from a topographic map and have
 BK1739.an estimated accuracy of +/- 6 seconds.
 BK1739
 BK1739.The orthometric height was determined by differential leveling
 BK1739.and adjusted by the National Geodetic Survey in June 1991..
 BK1739
 BK1739.The geoid height was determined by GEOID03.
 BK1739
 BK1739.The dynamic height is computed by dividing the NAVD 88
 BK1739.geopotential number by the normal gravity value computed on the
 BK1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1739.degrees latitude (g = 980.6199 gals.).
 BK1739
 BK1739.The modeled gravity was interpolated from observed gravity values.
 BK1739
 BK1739;                    North         East    Units  Estimated Accuracy
 BK1739;SPC TX C     - 3,072,490.    1,333,780.      MT  (+/- 180 meters Scaled)
 BK1739
 BK1739                          SUPERSEDED SURVEY CONTROL
 BK1739
 BK1739  NGVD 29 (??/??/??)    4.388  (m)           14.40   (f) ADJUSTED    1 1
 BK1739
 BK1739.Superseded values are not recommended for survey control.
 BK1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1739.See file dsdata.txt to determine how the superseded data were derived.
 BK1739
 BK1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP276357(NAD 83)
 BK1739_MARKER: DB = BENCH MARK DISK
 BK1739_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BK1739+WITH SETTING: INTO GROUND
 BK1739_SP_SET: METAL ROD WITH BASE PLATE
 BK1739_STAMPING: P 1199 1972
 BK1739_MARK LOGO: NGS   
 BK1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1739+STABILITY: SURFACE MOTION
 BK1739
 BK1739  HISTORY     - Date     Condition        Report By
 BK1739  HISTORY     - 1972     MONUMENTED       NGS
 BK1739  HISTORY     - 1981     GOOD             NGS
 BK1739  HISTORY     - 1986     GOOD             NGS
 BK1739  HISTORY     - 19880924 GOOD             USPSQD
 BK1739  HISTORY     - 20010401 GOOD             USPSQD
 BK1739  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1739  HISTORY     - 20040228 GOOD             USPSQD
 BK1739
 BK1739                          STATION DESCRIPTION
 BK1739
 BK1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1739'2.05 MI W FROM ECHO.
 BK1739'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1739'OFFICE OF THE ALPHA PORTLAND CEMENT PLANT AT ECHO, THENCE 1.75 MILES
 BK1739'WEST ALONG FARM ROAD NO. 1130 AND NO. 736, 345 FEET EAST OF THE CENTER
 BK1739'LINE OF STATE HIGHWAY 87, 126 FEET SOUTH-SOUTHWEST OF AND ACROSS FARM
 BK1739'ROAD NO. 1130 FROM A POWER POLE NO. 502-15, 60 FEET SOUTH OF THE
 BK1739'CENTER LINE OF FARM ROAD NO. 1130, 1.9 FEET NORTH OF A FENCE, 0.7 FEET
 BK1739'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE FARM ROAD, A
 BK1739'DISK ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A
 BK1739'METAL PLATE, THE DISK IS PROJECTING 1-INCH ABOVE THE SURFACE OF THE
 BK1739'GROUND AND ENCASED IN A 6-INCH IRON PIPE THAT PROJECTS 3 INCHES.
 BK1739'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 4.1 MILES NORTH ALONG
 BK1739'THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT ORANGE.
 BK1739
 BK1739                          STATION RECOVERY (1981)
 BK1739
 BK1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1739'RECOVERED IN GOOD CONDITION.
 BK1739
 BK1739                          STATION RECOVERY (1986)
 BK1739
 BK1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1739'RECOVERED IN GOOD CONDITION.
 BK1739
 BK1739                          STATION RECOVERY (1988)
 BK1739
 BK1739'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1739'RECOVERED IN GOOD CONDITION.
 BK1739
 BK1739                          STATION RECOVERY (2001)
 BK1739
 BK1739'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1739'RECOVERED IN GOOD CONDITION.
 BK1739
 BK1739                          STATION RECOVERY (2002)
 BK1739
 BK1739'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1739'MARK NOT FOUND.
 BK1739
 BK1739                          STATION RECOVERY (2004)
 BK1739
 BK1739'RECOVERY NOTE BY US POWER SQUADRON 2004 (MCK)
 BK1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0400 ***********************************************************************
 CT0400  DESIGNATION -  P 12
 CT0400  PID         -  CT0400
 CT0400  STATE/COUNTY-  TX/CALLAHAN
 CT0400  USGS QUAD   -  JAYELL (1966)
 CT0400
 CT0400                         *CURRENT SURVEY CONTROL
 CT0400  ___________________________________________________________________
 CT0400* NAD 83(1986)-  32 23 20.     (N)    099 21 19.     (W)     SCALED    
 CT0400* NAVD 88     -       485.394  (meters)    1592.50   (feet)  POSTED    
 CT0400  ___________________________________________________________________
 CT0400  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CT0400  DYNAMIC HT  -         484.760 (meters)    1590.42  (feet)  COMP
 CT0400  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 CT0400
 CT0400  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0400
 CT0400.The horizontal coordinates were scaled from a topographic map and have
 CT0400.an estimated accuracy of +/- 6 seconds.
 CT0400
 CT0400.The orthometric height was determined by differential leveling
 CT0400.and adjusted by the National Geodetic Survey in 1992..
 CT0400.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0400.rate of 0.0 thru 1.0 mm/km.
 CT0400
 CT0400.The geoid height was determined by GEOID03.
 CT0400
 CT0400.The dynamic height is computed by dividing the NAVD 88
 CT0400.geopotential number by the normal gravity value computed on the
 CT0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0400.degrees latitude (g = 980.6199 gals.).
 CT0400
 CT0400.The modeled gravity was interpolated from observed gravity values.
 CT0400
 CT0400;                    North         East    Units  Estimated Accuracy
 CT0400;SPC TXNC     - 2,080,420.      519,530.      MT  (+/- 180 meters Scaled)
 CT0400
 CT0400                          SUPERSEDED SURVEY CONTROL
 CT0400
 CT0400.No superseded survey control is available for this station.
 CT0400
 CT0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA665835(NAD 83)
 CT0400_MARKER: Z = SEE DESCRIPTION
 CT0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0400_SP_SET: ABUTMENT
 CT0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0400
 CT0400  HISTORY     - Date     Condition        Report By
 CT0400  HISTORY     - UNK      MONUMENTED       CGS
 CT0400  HISTORY     - 1956     MARK NOT FOUND   NGS
 CT0400
 CT0400                          STATION DESCRIPTION
 CT0400
 CT0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0400'2.9 MI W FROM CHAUTAUQUA.
 CT0400'ABOUT 2.9 MILES WEST OF CHAUTAUQUA, CALLAHAN COUNTY, ON THE TEXAS AND
 CT0400'PACIFIC RAILWAY BRIDGE NO. 384A, OVER MEXIA CREEK, 0.2 METERS FROM THE
 CT0400'NORTH END AND 0.2 METERS FROM THE EAST SIDE OF THE EAST ABUTMENT. THE
 CT0400'BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0255 ***********************************************************************
 BN0255  DESIGNATION -  P 120
 BN0255  PID         -  BN0255
 BN0255  STATE/COUNTY-  TX/MASON
 BN0255  USGS QUAD   -  ART (1982)
 BN0255
 BN0255                         *CURRENT SURVEY CONTROL
 BN0255  ___________________________________________________________________
 BN0255* NAD 83(1986)-  30 43 19.     (N)    099 00 25.     (W)     SCALED    
 BN0255* NAVD 88     -       399.234  (meters)    1309.82   (feet)  ADJUSTED  
 BN0255  ___________________________________________________________________
 BN0255  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 BN0255  DYNAMIC HT  -         398.700 (meters)    1308.07  (feet)  COMP
 BN0255  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 BN0255
 BN0255  VERT ORDER  -  SECOND    CLASS 0
 BN0255
 BN0255.The horizontal coordinates were scaled from a topographic map and have
 BN0255.an estimated accuracy of +/- 6 seconds.
 BN0255
 BN0255.The orthometric height was determined by differential leveling
 BN0255.and adjusted by the National Geodetic Survey in June 1991..
 BN0255
 BN0255.The geoid height was determined by GEOID03.
 BN0255
 BN0255.The dynamic height is computed by dividing the NAVD 88
 BN0255.geopotential number by the normal gravity value computed on the
 BN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0255.degrees latitude (g = 980.6199 gals.).
 BN0255
 BN0255.The modeled gravity was interpolated from observed gravity values.
 BN0255
 BN0255;                    North         East    Units  Estimated Accuracy
 BN0255;SPC TX C     - 3,117,740.      827,030.      MT  (+/- 180 meters Scaled)
 BN0255
 BN0255                          SUPERSEDED SURVEY CONTROL
 BN0255
 BN0255  NGVD 29 (??/??/92)  399.187  (m)         1309.67   (f) ADJ UNCH    2 0
 BN0255
 BN0255.Superseded values are not recommended for survey control.
 BN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0255.See file dsdata.txt to determine how the superseded data were derived.
 BN0255
 BN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU993987(NAD 83)
 BN0255_MARKER: DB = BENCH MARK DISK
 BN0255_SETTING: 80 = SET IN A BOULDER
 BN0255_SP_SET: BOULDER
 BN0255_STAMPING: P 120 1933
 BN0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0255+STABILITY: SURFACE MOTION
 BN0255
 BN0255  HISTORY     - Date     Condition        Report By
 BN0255  HISTORY     - 1933     MONUMENTED       CGS
 BN0255
 BN0255                          STATION DESCRIPTION
 BN0255
 BN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0255'3.6 MI W FROM CASTELL.
 BN0255'3.6 MILES WEST OF CASTELL ALONG LLANO-MASON ROAD, 3 MILES WEST OF
 BN0255'LLANO-MASON COUNTY LINE, ON SUMMIT OF SMALL HILL 12 FEET EAST OF
 BN0255'CORNER OF A 4 FOOT ROCK WALL, AND ONE FOOT FROM RIGHT OF WAY FENCE. IN
 BN0255'WEST END OF LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0169 ***********************************************************************
 BL0169  DESIGNATION -  P 1200
 BL0169  PID         -  BL0169
 BL0169  STATE/COUNTY-  TX/LIBERTY
 BL0169  USGS QUAD   -  NOME (1984)
 BL0169
 BL0169                         *CURRENT SURVEY CONTROL
 BL0169  ___________________________________________________________________
 BL0169* NAD 83(1986)-  30 01 41.     (N)    094 28 23.     (W)     SCALED    
 BL0169* NAVD 88     -        14.403  (meters)      47.25   (feet)  ADJUSTED  
 BL0169  ___________________________________________________________________
 BL0169  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0169  DYNAMIC HT  -          14.384 (meters)      47.19  (feet)  COMP
 BL0169  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 BL0169
 BL0169  VERT ORDER  -  FIRST     CLASS I
 BL0169
 BL0169.The horizontal coordinates were scaled from a topographic map and have
 BL0169.an estimated accuracy of +/- 6 seconds.
 BL0169
 BL0169.The orthometric height was determined by differential leveling
 BL0169.and adjusted by the National Geodetic Survey in June 1991..
 BL0169
 BL0169.The geoid height was determined by GEOID03.
 BL0169
 BL0169.The dynamic height is computed by dividing the NAVD 88
 BL0169.geopotential number by the normal gravity value computed on the
 BL0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0169.degrees latitude (g = 980.6199 gals.).
 BL0169
 BL0169.The modeled gravity was interpolated from observed gravity values.
 BL0169
 BL0169;                    North         East    Units  Estimated Accuracy
 BL0169;SPC TX C     - 3,054,950.    1,265,030.      MT  (+/- 180 meters Scaled)
 BL0169
 BL0169                          SUPERSEDED SURVEY CONTROL
 BL0169
 BL0169  NGVD 29 (??/??/92)   14.410  (m)           47.28   (f) ADJ UNCH    1 1
 BL0169
 BL0169.Superseded values are not recommended for survey control.
 BL0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0169.See file dsdata.txt to determine how the superseded data were derived.
 BL0169
 BL0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP579228(NAD 83)
 BL0169_MARKER: DB = BENCH MARK DISK
 BL0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0169_SP_SET: BRIDGE
 BL0169_STAMPING: P 1200 1972
 BL0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0169+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0169
 BL0169  HISTORY     - Date     Condition        Report By
 BL0169  HISTORY     - 1972     MONUMENTED       NGS
 BL0169  HISTORY     - 1988     GOOD             USPSQD
 BL0169  HISTORY     - 1988     GOOD             USPSQD
 BL0169  HISTORY     - 1988     GOOD             USPSQD
 BL0169  HISTORY     - 1989     GOOD             USPSQD
 BL0169  HISTORY     - 1990     GOOD             USPSQD
 BL0169  HISTORY     - 19900412 GOOD             USPSQD
 BL0169  HISTORY     - 19930127 GOOD             USPSQD
 BL0169  HISTORY     - 19950817 GOOD             USPSQD
 BL0169  HISTORY     - 20041004 GOOD             USPSQD
 BL0169
 BL0169                          STATION DESCRIPTION
 BL0169
 BL0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0169'2.95 MI W FROM NOME.
 BL0169'ABOUT 2.95 MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE, SET IN
 BL0169'THE TOP OF THE WINGWALL AT THE SOUTHEAST CORNER OF A 90-FOOT CONCRETE
 BL0169'BRIDGE OVER A DRAINAGE DITCH, 24.4 FEET SOUTH OF THE CENTER LINE OF
 BL0169'THE HIGHWAY, 2 FEET WEST OF THE EAST END OF THE WINGWALL AND ABOUT
 BL0169'LEVEL WITH THE HIGHWAY.
 BL0169
 BL0169                          STATION RECOVERY (1988)
 BL0169
 BL0169'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0169'RECOVERED IN GOOD CONDITION.
 BL0169
 BL0169                          STATION RECOVERY (1988)
 BL0169
 BL0169'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0169'RECOVERED IN GOOD CONDITION.
 BL0169
 BL0169                          STATION RECOVERY (1988)
 BL0169
 BL0169'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0169'RECOVERED IN GOOD CONDITION.
 BL0169
 BL0169                          STATION RECOVERY (1989)
 BL0169
 BL0169'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0169'RECOVERED IN GOOD CONDITION.
 BL0169
 BL0169                          STATION RECOVERY (1990)
 BL0169
 BL0169'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0169'RECOVERED IN GOOD CONDITION.
 BL0169
 BL0169                          STATION RECOVERY (1990)
 BL0169
 BL0169'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0169'RECOVERED IN GOOD CONDITION.
 BL0169
 BL0169                          STATION RECOVERY (1993)
 BL0169
 BL0169'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0169'RECOVERED IN GOOD CONDITION.
 BL0169
 BL0169                          STATION RECOVERY (1995)
 BL0169
 BL0169'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0169'RECOVERED IN GOOD CONDITION.
 BL0169
 BL0169                          STATION RECOVERY (2004)
 BL0169
 BL0169'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1294 ***********************************************************************
 AW1294  DESIGNATION -  P 1201
 AW1294  PID         -  AW1294
 AW1294  STATE/COUNTY-  TX/HARRIS
 AW1294  USGS QUAD   -  LA PORTE (1982)
 AW1294
 AW1294                         *CURRENT SURVEY CONTROL
 AW1294  ___________________________________________________________________
 AW1294* NAD 83(1986)-  29 39 56.     (N)    095 01 46.     (W)     SCALED    
 AW1294* NAVD 88     -         5.362  (meters)      17.59   (feet)  ADJUSTED  
 AW1294  ___________________________________________________________________
 AW1294  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1294  DYNAMIC HT  -           5.355 (meters)      17.57  (feet)  COMP
 AW1294  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 AW1294
 AW1294  VERT ORDER  -  FIRST     CLASS II
 AW1294
 AW1294.The horizontal coordinates were scaled from a topographic map and have
 AW1294.an estimated accuracy of +/- 6 seconds.
 AW1294
 AW1294.The orthometric height was determined by differential leveling
 AW1294.and adjusted by the National Geodetic Survey in June 1991..
 AW1294
 AW1294.The geoid height was determined by GEOID03.
 AW1294
 AW1294.The dynamic height is computed by dividing the NAVD 88
 AW1294.geopotential number by the normal gravity value computed on the
 AW1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1294.degrees latitude (g = 980.6199 gals.).
 AW1294
 AW1294.The modeled gravity was interpolated from observed gravity values.
 AW1294
 AW1294;                    North         East    Units  Estimated Accuracy
 AW1294;SPC TXSC     - 4,209,580.      984,260.      MT  (+/- 180 meters Scaled)
 AW1294
 AW1294                          SUPERSEDED SURVEY CONTROL
 AW1294
 AW1294  NGVD 29 (12/23/87)    5.360  (m)           17.59   (f) ADJUSTED    1 2
 AW1294
 AW1294.Superseded values are not recommended for survey control.
 AW1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1294.See file dsdata.txt to determine how the superseded data were derived.
 AW1294
 AW1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN035834(NAD 83)
 AW1294_MARKER: DB = BENCH MARK DISK
 AW1294_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1294_SP_SET: COPPER-CLAD STEEL ROD
 AW1294_STAMPING: P 1201 1973
 AW1294_MARK LOGO: NGS   
 AW1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1294
 AW1294  HISTORY     - Date     Condition        Report By
 AW1294  HISTORY     - 1973     MONUMENTED       NGS
 AW1294  HISTORY     - 1978     GOOD             NGS
 AW1294  HISTORY     - 1987     GOOD             USPSQD
 AW1294  HISTORY     - 1987     GOOD             USPSQD
 AW1294  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1294  HISTORY     - 1987     GOOD             NGS
 AW1294  HISTORY     - 1988     GOOD             USPSQD
 AW1294  HISTORY     - 1988     GOOD             USPSQD
 AW1294  HISTORY     - 1988     GOOD             USPSQD
 AW1294  HISTORY     - 1988     GOOD             USPSQD
 AW1294  HISTORY     - 1988     GOOD             USPSQD
 AW1294  HISTORY     - 1988     GOOD             USPSQD
 AW1294  HISTORY     - 1988     GOOD             USPSQD
 AW1294  HISTORY     - 1988     GOOD             USPSQD
 AW1294  HISTORY     - 1988     GOOD             USPSQD
 AW1294  HISTORY     - 1989     GOOD             USPSQD
 AW1294  HISTORY     - 1989     GOOD             USPSQD
 AW1294  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1294  HISTORY     - 1989     GOOD             USPSQD
 AW1294  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1294  HISTORY     - 1989     GOOD             USPSQD
 AW1294  HISTORY     - 1989     GOOD             USPSQD
 AW1294  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1294  HISTORY     - 19910202 GOOD             USPSQD
 AW1294  HISTORY     - 19940423 GOOD             USPSQD
 AW1294  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1294  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1294  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AW1294  HISTORY     - 20020311 MARK NOT FOUND   USPSQD
 AW1294  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AW1294  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW1294
 AW1294                          STATION DESCRIPTION
 AW1294
 AW1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1294'0.6 MI W FROM LA PORTE.
 AW1294'ABOUT 0.6 MILE WEST ALONG W. MAIN ST. FROM THE INTERSECTION OF
 AW1294'BROADWAY AND SAN JACINTO AVE. AT LA PORTE, AT THE EAST SIDE OF STATE
 AW1294'HWY. 146 OVERPASS, ABOUT 64 FEET WEST OF A TRAFFIC CONTROL BOX, 7.2
 AW1294'FEET EAST OF THE MOST EASTERNLY ONE OF 8 CONCRETE PILING, 7.6 FEET
 AW1294'SOUTH OF THE SOUTH CONCRETE CURB OF THE EASTBOUND LANE OF W. MAIN ST.,
 AW1294'BETWEEN 2 STEEL GUARD RAILS, ABOUT 0.8 FOOT EAST OF THE EAST EDGE OF A
 AW1294'CONCRETE FLOOR AROUND THE PILING, AND ABOUT 10 INCHES ABOVE THE LEVEL
 AW1294'OF MAIN ST., AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED
 AW1294'STEEL ROD 2 INCHES BELOW THE SURFACE OF THE GROUND, AND PROTECTED BY A
 AW1294'6-INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN VERTICALLY
 AW1294'AT A DEPTH OF 48 FEET.
 AW1294
 AW1294                          STATION RECOVERY (1978)
 AW1294
 AW1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1987)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1987)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1987)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1294'MARK NOT FOUND.
 AW1294
 AW1294                          STATION RECOVERY (1987)
 AW1294
 AW1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1988)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1988)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1988)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1988)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1988)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1988)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1988)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1988)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1988)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLC)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1989)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1989)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1989)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1294'MARK NOT FOUND.
 AW1294
 AW1294                          STATION RECOVERY (1989)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1989)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1294'MARK NOT FOUND.
 AW1294
 AW1294                          STATION RECOVERY (1989)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1989)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1990)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1294'MARK NOT FOUND.
 AW1294
 AW1294                          STATION RECOVERY (1991)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (1994)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1294'RECOVERED IN GOOD CONDITION.
 AW1294
 AW1294                          STATION RECOVERY (2000)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1294'MARK NOT FOUND.
 AW1294
 AW1294                          STATION RECOVERY (2001)
 AW1294
 AW1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1294'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1294
 AW1294                          STATION RECOVERY (2002)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1294'MARK NOT FOUND.
 AW1294
 AW1294                          STATION RECOVERY (2002)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1294'MARK NOT FOUND.
 AW1294
 AW1294                          STATION RECOVERY (2003)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1294'AREA HAS BEEN COMPLETELY REBUILT. THERE ARE NOW SIX CONCRETE PILINGS.
 AW1294
 AW1294                          STATION RECOVERY (2005)
 AW1294
 AW1294'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0715 ***********************************************************************
 AW0715  DESIGNATION -  P 1202
 AW0715  PID         -  AW0715
 AW0715  STATE/COUNTY-  TX/HARRIS
 AW0715  USGS QUAD   -  CROSBY (1982)
 AW0715
 AW0715                         *CURRENT SURVEY CONTROL
 AW0715  ___________________________________________________________________
 AW0715* NAD 83(1986)-  29 54 57.     (N)    095 03 36.     (W)     SCALED    
 AW0715* NAVD 88     -        14.511  (meters)      47.61   (feet)  ADJUSTED  
 AW0715  ___________________________________________________________________
 AW0715  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0715  DYNAMIC HT  -          14.492 (meters)      47.55  (feet)  COMP
 AW0715  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 AW0715
 AW0715  VERT ORDER  -  FIRST     CLASS I
 AW0715
 AW0715.The horizontal coordinates were scaled from a topographic map and have
 AW0715.an estimated accuracy of +/- 6 seconds.
 AW0715
 AW0715.The orthometric height was determined by differential leveling
 AW0715.and adjusted by the National Geodetic Survey in June 1991..
 AW0715
 AW0715.The geoid height was determined by GEOID03.
 AW0715
 AW0715.The dynamic height is computed by dividing the NAVD 88
 AW0715.geopotential number by the normal gravity value computed on the
 AW0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0715.degrees latitude (g = 980.6199 gals.).
 AW0715
 AW0715.The modeled gravity was interpolated from observed gravity values.
 AW0715
 AW0715;                    North         East    Units  Estimated Accuracy
 AW0715;SPC TXSC     - 4,237,210.      980,370.      MT  (+/- 180 meters Scaled)
 AW0715
 AW0715                          SUPERSEDED SURVEY CONTROL
 AW0715
 AW0715  NGVD 29 (12/23/87)   14.511  (m)           47.61   (f) ADJUSTED    1 1
 AW0715
 AW0715.Superseded values are not recommended for survey control.
 AW0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0715.See file dsdata.txt to determine how the superseded data were derived.
 AW0715
 AW0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP011112(NAD 83)
 AW0715_MARKER: DB = BENCH MARK DISK
 AW0715_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0715_SP_SET: COPPER-CLAD STEEL ROD
 AW0715_STAMPING: P 1202 1972
 AW0715_MARK LOGO: NGS   
 AW0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0715+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0715
 AW0715  HISTORY     - Date     Condition        Report By
 AW0715  HISTORY     - 1972     MONUMENTED       NGS
 AW0715  HISTORY     - 1978     GOOD             NGS
 AW0715  HISTORY     - 1987     GOOD             NGS
 AW0715  HISTORY     - 19941213 GOOD             USPSQD
 AW0715  HISTORY     - 20040317 GOOD             USPSQD
 AW0715
 AW0715                          STATION DESCRIPTION
 AW0715
 AW0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0715'0.7 MI NE FROM CROSBY.
 AW0715'ABOUT 0.7 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0715'CROSSING OF MAIN STREET, ABOUT 0.25 MILE NORTHEAST OF THE CROSSING OF
 AW0715'FIRST STREET AND THE RAILROAD, 62 1/2 FEET SOUTH OF THE CENTER OF A
 AW0715'PRIVATE ROAD CROSSING, 49.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 58
 AW0715'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD, 73 1/2 FEET
 AW0715'NORTHEAST OF THE TELEGRAPH POLE E43F, 32 FEET SOUTHWEST OF THE CENTER
 AW0715'LINE OF A PRIVATE ROAD LEADING NORTHWEST, 1.2 FEET SOUTHEAST OF A
 AW0715'METAL WITNESS POST, ABOUT 1/2-FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 AW0715'SET IN THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD PROTECTED BY A
 AW0715'6-INCH METAL PIPE WHICH PROJECTS 0.5 FOOT.  THE ROD WAS DRIVEN TO A
 AW0715'DEPTH OF 56 FEET.
 AW0715
 AW0715                          STATION RECOVERY (1978)
 AW0715
 AW0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0715'RECOVERED IN GOOD CONDITION.
 AW0715
 AW0715                          STATION RECOVERY (1987)
 AW0715
 AW0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0715'RECOVERED IN GOOD CONDITION.
 AW0715
 AW0715                          STATION RECOVERY (1994)
 AW0715
 AW0715'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0715'RECOVERED IN GOOD CONDITION.
 AW0715
 AW0715                          STATION RECOVERY (2004)
 AW0715
 AW0715'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1266 ***********************************************************************
 BL1266  DESIGNATION -  P 1203
 BL1266  PID         -  BL1266
 BL1266  STATE/COUNTY-  TX/MONTGOMERY
 BL1266  USGS QUAD   -  WILLIS (1997)
 BL1266
 BL1266                         *CURRENT SURVEY CONTROL
 BL1266  ___________________________________________________________________
 BL1266* NAD 83(1986)-  30 24 20.     (N)    095 28 25.     (W)     SCALED    
 BL1266* NAVD 88     -       101.194  (meters)     332.00   (feet)  ADJUSTED  
 BL1266  ___________________________________________________________________
 BL1266  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1266  DYNAMIC HT  -         101.060 (meters)     331.56  (feet)  COMP
 BL1266  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 BL1266  OBS GRAVITY -     979,308.1   (mgal)                       GRAV_OBS
 BL1266
 BL1266  VERT ORDER  -  FIRST     CLASS I
 BL1266
 BL1266.The horizontal coordinates were scaled from a topographic map and have
 BL1266.an estimated accuracy of +/- 6 seconds.
 BL1266
 BL1266.The orthometric height was determined by differential leveling
 BL1266.and adjusted by the National Geodetic Survey in June 1991..
 BL1266
 BL1266.The geoid height was determined by GEOID03.
 BL1266
 BL1266.The dynamic height is computed by dividing the NAVD 88
 BL1266.geopotential number by the normal gravity value computed on the
 BL1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1266.degrees latitude (g = 980.6199 gals.).
 BL1266
 BL1266.The modeled gravity was interpolated from observed gravity values.
 BL1266.The observed gravity was obtained from relative gravimeter ties
 BL1266.to the IGSN71 gravity network.
 BL1266
 BL1266;                    North         East    Units  Estimated Accuracy
 BL1266;SPC TX C     - 3,092,110.    1,166,800.      MT  (+/- 180 meters Scaled)
 BL1266
 BL1266                          SUPERSEDED SURVEY CONTROL
 BL1266
 BL1266  NGVD 29 (12/23/87)  101.198  (m)          332.01   (f) ADJUSTED    1 1
 BL1266
 BL1266.Superseded values are not recommended for survey control.
 BL1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1266.See file dsdata.txt to determine how the superseded data were derived.
 BL1266
 BL1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP623663(NAD 83)
 BL1266_MARKER: DB = BENCH MARK DISK
 BL1266_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1266+WITH SETTING: INFORMATION.
 BL1266_SP_SET: SHALLOW-SET METAL ROD
 BL1266_STAMPING: P 1203 1973
 BL1266_MARK LOGO: NGS   
 BL1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1266+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 BL1266
 BL1266  HISTORY     - Date     Condition        Report By
 BL1266  HISTORY     - 1973     MONUMENTED       NGS
 BL1266  HISTORY     - 1978     GOOD             NGS
 BL1266  HISTORY     - 1987     GOOD             NGS
 BL1266  HISTORY     - 20040805 GOOD             DEWDAV
 BL1266
 BL1266                          STATION DESCRIPTION
 BL1266
 BL1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1266'1.35 MI S FROM WILLIS.
 BL1266'ABOUT 1.35 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1266'STATION AT WILLIS, 297 FEET SOUTHWEST OF AND ACROSS FROM US HIGHWAY 75
 BL1266'FROM MILE POST 105, 58.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BL1266'2 FEET EAST OF A FENCE, 1.6 FEET NORTH OF POWER POLE 180, 1.2 FEET
 BL1266'SOUTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 BL1266'IS A DISK SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED
 BL1266'STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.2
 BL1266'FOOT.
 BL1266
 BL1266                          STATION RECOVERY (1978)
 BL1266
 BL1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1266'1.4 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1266'STATION AT WILLIS, LOCATED ON THE WEST SITE OF HIGHWAY 75 IN A
 BL1266'GROUP OF PINE TREES, ABOUT 200 FEET WEST OF WEST RAIL, 57 FEET WEST
 BL1266'OF CENTERLINE OF HIGHWAY 75, 2 FEET EAST OF A FENCE, AND 1 FOOT
 BL1266'NORTH OF POWER POLE NUMBER 180.
 BL1266
 BL1266                          STATION RECOVERY (1987)
 BL1266
 BL1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1266'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.2 KM (1.35
 BL1266'MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1266'WITH STEWART STREET IN WILLIS.
 BL1266
 BL1266                          STATION RECOVERY (2004)
 BL1266
 BL1266'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1637 ***********************************************************************
 AW1637  DESIGNATION -  P 1204
 AW1637  PID         -  AW1637
 AW1637  STATE/COUNTY-  TX/GALVESTON
 AW1637  USGS QUAD   -  TEXAS CITY (1994)
 AW1637
 AW1637                         *CURRENT SURVEY CONTROL
 AW1637  ___________________________________________________________________
 AW1637* NAD 83(1993)-  29 23 16.23320(N)    094 52 45.11338(W)     ADJUSTED  
 AW1637* NAVD 88     -         1.29   (+/-2cm)       4.2    (feet)  VERTCON   
 AW1637  ___________________________________________________________________
 AW1637  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW1637  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1637
 AW1637  HORZ ORDER  -  SECOND
 AW1637  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1637
 AW1637.The horizontal coordinates were established by classical geodetic methods
 AW1637.and adjusted by the National Geodetic Survey in February 1996..
 AW1637
 AW1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1637.The vertical order pertains to the NGVD 29 superseded value.
 AW1637
 AW1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1637
 AW1637.The geoid height was determined by GEOID03.
 AW1637
 AW1637;                    North         East     Units Scale Factor Converg.
 AW1637;SPC TXSC     - 4,179,326.341   999,881.081   MT  0.99986367   +2 01 07.8
 AW1637;SPC TXSC     -13,711,673.17  3,280,443.18   sFT  0.99986367   +2 01 07.8
 AW1637;UTM  15      - 3,252,424.368   317,636.594   MT  1.00001037   -0 55 20.7
 AW1637
 AW1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1637!SPC TXSC     -   1.00000400  x   0.99986367  =   0.99986767
 AW1637!UTM  15      -   1.00000400  x   1.00001037  =   1.00001437
 AW1637
 AW1637                          SUPERSEDED SURVEY CONTROL
 AW1637
 AW1637  NAD 83(1986)-  29 23 16.24830(N)    094 52 45.09419(W) AD(       ) 2
 AW1637  NAD 27      -  29 23 15.40703(N)    094 52 44.38133(W) AD(       ) 2
 AW1637  NGVD 29 (??/??/92)    1.287  (m)            4.22   (f) ADJ UNCH    1 2
 AW1637
 AW1637.Superseded values are not recommended for survey control.
 AW1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1637.See file dsdata.txt to determine how the superseded data were derived.
 AW1637
 AW1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1763752424(NAD 83)
 AW1637_MARKER: DB = BENCH MARK DISK
 AW1637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1637_SP_SET: 40 FT.
 AW1637_STAMPING: P 1204 1973
 AW1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1637
 AW1637  HISTORY     - Date     Condition        Report By
 AW1637  HISTORY     - 1973     MONUMENTED       NGS
 AW1637  HISTORY     - 1974     GOOD             NGS
 AW1637  HISTORY     - 1974     GOOD             NGS
 AW1637  HISTORY     - 1978     GOOD             NGS
 AW1637  HISTORY     - 1987     GOOD             USPSQD
 AW1637  HISTORY     - 1987     GOOD             USPSQD
 AW1637  HISTORY     - 1988     GOOD             USPSQD
 AW1637  HISTORY     - 1988     GOOD             USPSQD
 AW1637  HISTORY     - 1988     GOOD             USPSQD
 AW1637  HISTORY     - 1988     GOOD             USPSQD
 AW1637  HISTORY     - 1988     GOOD             USPSQD
 AW1637  HISTORY     - 1988     GOOD             USPSQD
 AW1637  HISTORY     - 1989     GOOD             USPSQD
 AW1637  HISTORY     - 1990     GOOD             USPSQD
 AW1637  HISTORY     - 1991     GOOD             USPSQD
 AW1637  HISTORY     - 19990828 POOR             USPSQD
 AW1637  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 AW1637  HISTORY     - 20050607 POOR             USPSQD
 AW1637  HISTORY     - 20060411 POOR             USCG
 AW1637
 AW1637                          STATION DESCRIPTION
 AW1637
 AW1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1637'1.7 MI E FROM TEXAS CITY.
 AW1637'ABOUT 0.3 MILE NORTH ALONG LOOP 197 (6TH STREET N), FROM THE POST
 AW1637'OFFICE AT TEXAS CITY, THENCE 0.5 MILE EAST ALONG EIGHTH AVENUE NORTH,
 AW1637'THENCE 0.9 MILE EAST ALONG TEXAS CITY DIKE RD., ABOUT 0.55 MILE EAST
 AW1637'OF A DIRT SEAWALL OR LEVEE, ABOUT 26 FEET NORTH OF THE CENTER LINE OF
 AW1637'A PAVED ROAD ON THE DIKE, 25 FEET WEST OF THE CENTER LINE OF A TRACK
 AW1637'ROAD LEADING NORTH ONTO A SMALL POINT OR SPIT, 27 FEET SOUTHEAST OF
 AW1637'THE HIGH-TIDE WATER LINE OF GALVESTON BAY, 1.4 FEET SOUTHWEST OF POWER
 AW1637'POLE 19, 0.5 FOOT NORTHEAST OF A METAL WITNESS POST, AND IS A DISK SET
 AW1637'ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE
 AW1637'THE LEVEL OF THE GROUND AND PROTECTED BY A 6-INCH IRON PIPE WHICH
 AW1637'PROJECTS 3 INCHS.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 AW1637
 AW1637                          STATION RECOVERY (1974)
 AW1637
 AW1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW1637'STATION IS LOCATED 1-1/4 MILE EAST OF TEXAS CITY, 3/4 MILE
 AW1637'NORTHEAST OF SNAKE ISLAND, ON THE NORTH SIDE OF THE TEXAS CITY DIKE
 AW1637'ROAD AND ON PROPERTY OWNED BY TEXAS CITY, GALVESTON COUNTY AND IS
 AW1637'MAINTAINED BY THE U. S. CORP OF ENGINEERS.
 AW1637'
 AW1637'TO REACH THE STATION FROM THE JUNCTION OF 8TH STREET NORTH, NORTH BAY
 AW1637'STREET AND TEXAS CITY DIKE ROAD IN TEXAS CITY, GO EASTERLY ON DIKE
 AW1637'ROAD FOR 0.95 MILE TO BENCH MARK P 1204 1973 ON THE LEFT.  CONTINUE
 AW1637'EASTERLY ON DIKE ROAD FOR 0.3 MILE TO THE STATION.
 AW1637'
 AW1637'BENCH MARK, STAMPED P 1204 1973 IS A STANDARD DISK SET IN A CONCRETE
 AW1637'FILLED 6 INCH IRON PIPE 4 INCHES BELOW THE GROUND.  IT IS 30 FEET
 AW1637'NORTH OF THE CENTER OF DIKE ROAD, 26 FEET WEST OF THE CENTER OF A
 AW1637'DIRT ROAD, 26 FEET SOUTHEAST OF THE WATERS EDGE, 1.5 FEET SOUTHWEST
 AW1637'OF POWER POLE NUMBER 14 AND 0.5 FOOT EAST OF A METAL WITNESS
 AW1637'POST.
 AW1637
 AW1637                          STATION RECOVERY (1974)
 AW1637
 AW1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1978)
 AW1637
 AW1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1987)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1987)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLA)
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1988)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1988)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1988)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1988)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1988)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1988)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1989)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1990)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1991)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1637'RECOVERED IN GOOD CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (1999)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1637'MARK RECOVERED IN POOR CONDITION.
 AW1637
 AW1637                          STATION RECOVERY (2002)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1637'MARK NOT FOUND.
 AW1637
 AW1637                          STATION RECOVERY (2005)
 AW1637
 AW1637'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1637'THE ROD HAS BEEN HOOKED BY A GRADER BUT IS STILL THERE.  BENT AND
 AW1637'STANDING ABOUT 24 INCHES OUT OF THE GROUND.
 AW1637
 AW1637                          STATION RECOVERY (2006)
 AW1637
 AW1637'RECOVERY NOTE BY US COAST GUARD 2006 (MGS)
 AW1637'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1204 ***********************************************************************
 AW1204  DESIGNATION -  P 1207
 AW1204  PID         -  AW1204
 AW1204  STATE/COUNTY-  TX/BRAZORIA
 AW1204  USGS QUAD   -  ASHWOOD (1980)
 AW1204
 AW1204                         *CURRENT SURVEY CONTROL
 AW1204  ___________________________________________________________________
 AW1204* NAD 83(1986)-  29 01 51.     (N)    095 45 35.     (W)     SCALED    
 AW1204* NAVD 88     -         7.95   (+/-2cm)      26.1    (feet)  VERTCON   
 AW1204  ___________________________________________________________________
 AW1204  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW1204
 AW1204  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1204
 AW1204.The horizontal coordinates were scaled from a topographic map and have
 AW1204.an estimated accuracy of +/- 6 seconds.
 AW1204
 AW1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1204.The vertical order pertains to the NGVD 29 superseded value.
 AW1204
 AW1204.The geoid height was determined by GEOID03.
 AW1204
 AW1204;                    North         East    Units  Estimated Accuracy
 AW1204;SPC TXSC     - 4,137,090.      915,560.      MT  (+/- 180 meters Scaled)
 AW1204
 AW1204                          SUPERSEDED SURVEY CONTROL
 AW1204
 AW1204  NGVD 29 (??/??/92)    7.974  (m)           26.16   (f) ADJ UNCH    1 1
 AW1204
 AW1204.Superseded values are not recommended for survey control.
 AW1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1204.See file dsdata.txt to determine how the superseded data were derived.
 AW1204
 AW1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN312145(NAD 83)
 AW1204_MARKER: DB = BENCH MARK DISK
 AW1204_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1204_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1204_STAMPING: P 1207 1972
 AW1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1204
 AW1204  HISTORY     - Date     Condition        Report By
 AW1204  HISTORY     - 1972     MONUMENTED       NGS
 AW1204  HISTORY     - 1978     GOOD             NGS
 AW1204
 AW1204                          STATION DESCRIPTION
 AW1204
 AW1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1204'3.7 MI W FROM SWEENY.
 AW1204'3.7 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW1204'SWEENY, 46.5 FEET SOUTH OF THE SOUTH RAIL, 46.1 FEET SOUTHEAST OF THE
 AW1204'SOUTHEAST END OF BRIDGE 2971, 50.0 FEET NORTH OF THE CENTER LINE OF A
 AW1204'SHELL ROAD PARALELLING THE TRACK, 2.4 FEET WEST OF A TELEPHONE POLE, A
 AW1204'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WITH A BASE PLATE
 AW1204'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 4-INCH METAL
 AW1204'PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1204
 AW1204                          STATION RECOVERY (1978)
 AW1204
 AW1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0483 ***********************************************************************
 AW0483  DESIGNATION -  P 1208
 AW0483  PID         -  AW0483
 AW0483  STATE/COUNTY-  TX/GALVESTON
 AW0483  USGS QUAD   -  HITCHCOCK (1974)
 AW0483
 AW0483                         *CURRENT SURVEY CONTROL
 AW0483  ___________________________________________________________________
 AW0483* NAD 83(1986)-  29 21 44.     (N)    095 03 30.     (W)     SCALED    
 AW0483* NAVD 88     -         5.832  (meters)      19.13   (feet)  ADJUSTED  
 AW0483  ___________________________________________________________________
 AW0483  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW0483  DYNAMIC HT  -           5.824 (meters)      19.11  (feet)  COMP
 AW0483  MODELED GRAV-     979,264.7   (mgal)                       NAVD 88
 AW0483
 AW0483  VERT ORDER  -  FIRST     CLASS I
 AW0483
 AW0483.The horizontal coordinates were scaled from a topographic map and have
 AW0483.an estimated accuracy of +/- 6 seconds.
 AW0483
 AW0483.The orthometric height was determined by differential leveling
 AW0483.and adjusted by the National Geodetic Survey in June 1991..
 AW0483
 AW0483.The geoid height was determined by GEOID03.
 AW0483
 AW0483.The dynamic height is computed by dividing the NAVD 88
 AW0483.geopotential number by the normal gravity value computed on the
 AW0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0483.degrees latitude (g = 980.6199 gals.).
 AW0483
 AW0483.The modeled gravity was interpolated from observed gravity values.
 AW0483
 AW0483;                    North         East    Units  Estimated Accuracy
 AW0483;SPC TXSC     - 4,175,890.      982,600.      MT  (+/- 180 meters Scaled)
 AW0483
 AW0483                          SUPERSEDED SURVEY CONTROL
 AW0483
 AW0483  NGVD 29 (12/23/87)    5.829  (m)           19.12   (f) ADJUSTED    1 1
 AW0483
 AW0483.Superseded values are not recommended for survey control.
 AW0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0483.See file dsdata.txt to determine how the superseded data were derived.
 AW0483
 AW0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN001498(NAD 83)
 AW0483_MARKER: DB = BENCH MARK DISK
 AW0483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0483_SP_SET: HEADWALL
 AW0483_STAMPING: P 1208 1973
 AW0483_MARK LOGO: NGS   
 AW0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0483+STABILITY: SURFACE MOTION
 AW0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0483+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW0483
 AW0483  HISTORY     - Date     Condition        Report By
 AW0483  HISTORY     - 1973     MONUMENTED       NGS
 AW0483  HISTORY     - 1978     GOOD             NGS
 AW0483  HISTORY     - 1987     GOOD             USPSQD
 AW0483  HISTORY     - 1987     GOOD             USPSQD
 AW0483  HISTORY     - 1987     GOOD             USPSQD
 AW0483  HISTORY     - 1987     GOOD             USPSQD
 AW0483  HISTORY     - 1987     GOOD             USPSQD
 AW0483  HISTORY     - 1987     GOOD             NGS
 AW0483  HISTORY     - 1988     GOOD             USPSQD
 AW0483  HISTORY     - 1988     GOOD             USPSQD
 AW0483  HISTORY     - 1988     GOOD             USPSQD
 AW0483  HISTORY     - 1988     GOOD             USPSQD
 AW0483  HISTORY     - 1988     GOOD             USPSQD
 AW0483  HISTORY     - 1988     GOOD             USPSQD
 AW0483  HISTORY     - 1988     GOOD             USPSQD
 AW0483  HISTORY     - 1988     GOOD             USPSQD
 AW0483  HISTORY     - 1988     GOOD             USPSQD
 AW0483  HISTORY     - 1988     GOOD             USPSQD
 AW0483  HISTORY     - 1988     GOOD             USPSQD
 AW0483  HISTORY     - 1989     GOOD             USPSQD
 AW0483  HISTORY     - 1990     GOOD             USPSQD
 AW0483  HISTORY     - 19940917 GOOD             USPSQD
 AW0483  HISTORY     - 20030719 GOOD             USPSQD
 AW0483  HISTORY     - 20041021 GOOD             USPSQD
 AW0483  HISTORY     - 20060523 GOOD             USPSQD
 AW0483
 AW0483                          STATION DESCRIPTION
 AW0483
 AW0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0483'1.5 MI E FROM ALTA LOMA.
 AW0483'1.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0483'THE STATION AT ALTA LOMA, AT THE SOUTHEAST CORNER OF THE GRACE
 AW0483'MEMORIAL CEMETERY, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 AW0483'HEADWALL OF A PIPE CULVERT UNDER STATE HIGHWAY 6, 47 1/2 FEET NORTH OF
 AW0483'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 AW0483'HIGHWAY.
 AW0483
 AW0483                          STATION RECOVERY (1978)
 AW0483
 AW0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1987)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1987)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1987)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1987)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1987)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1987)
 AW0483
 AW0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1988)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1988)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1988)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1988)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1988)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1988)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1988)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1988)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1988)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1988)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1988)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1989)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1990)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (1994)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (2003)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (2004)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0483'RECOVERED IN GOOD CONDITION.
 AW0483
 AW0483                          STATION RECOVERY (2006)
 AW0483
 AW0483'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW0483'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0058 ***********************************************************************
 AW0058  DESIGNATION -  P 1209
 AW0058  PID         -  AW0058
 AW0058  STATE/COUNTY-  TX/BRAZORIA
 AW0058  USGS QUAD   -  OYSTER CREEK (1974)
 AW0058
 AW0058                         *CURRENT SURVEY CONTROL
 AW0058  ___________________________________________________________________
 AW0058* NAD 83(1986)-  29 00 44.     (N)    095 19 43.     (W)     SCALED    
 AW0058* NAVD 88     -         4.19   (+/-2cm)      13.7    (feet)  VERTCON   
 AW0058  ___________________________________________________________________
 AW0058  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AW0058
 AW0058  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0058
 AW0058.The horizontal coordinates were scaled from a topographic map and have
 AW0058.an estimated accuracy of +/- 6 seconds.
 AW0058
 AW0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0058.The vertical order pertains to the NGVD 29 superseded value.
 AW0058
 AW0058.The geoid height was determined by GEOID03.
 AW0058
 AW0058;                    North         East    Units  Estimated Accuracy
 AW0058;SPC TXSC     - 4,136,270.      957,590.      MT  (+/- 180 meters Scaled)
 AW0058
 AW0058                          SUPERSEDED SURVEY CONTROL
 AW0058
 AW0058  NGVD 29 (??/??/92)    4.204  (m)           13.79   (f) ADJ UNCH    1 1
 AW0058
 AW0058.Superseded values are not recommended for survey control.
 AW0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0058.See file dsdata.txt to determine how the superseded data were derived.
 AW0058
 AW0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN731115(NAD 83)
 AW0058_MARKER: DB = BENCH MARK DISK
 AW0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0058_SP_SET: BRIDGE CURB
 AW0058_STAMPING: P 1209 1973
 AW0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0058
 AW0058  HISTORY     - Date     Condition        Report By
 AW0058  HISTORY     - 1973     MONUMENTED       NGS
 AW0058  HISTORY     - 1978     GOOD             NGS
 AW0058  HISTORY     - 1990     GOOD             USPSQD
 AW0058  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0058
 AW0058                          STATION DESCRIPTION
 AW0058
 AW0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0058'4.1 MI NE FROM FREEPORT.
 AW0058'4.1 MILES NORTHEAST ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH
 AW0058'GULF BOULEVARD AT FREEPORT, IN THE TOP OF AND 0.8 FOOT SOUTH OF THE
 AW0058'NORTH END OF THE WEST CONCRETE CURB OF A CONCRETE BRIDGE OVER OYSTER
 AW0058'CREEK, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 AW0058'HIGHER THAN THE ROAD.
 AW0058
 AW0058                          STATION RECOVERY (1978)
 AW0058
 AW0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0058'RECOVERED IN GOOD CONDITION.
 AW0058
 AW0058                          STATION RECOVERY (1990)
 AW0058
 AW0058'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0058'RECOVERED IN GOOD CONDITION.
 AW0058
 AW0058                          STATION RECOVERY (2003)
 AW0058
 AW0058'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AW0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1290 ***********************************************************************
 AX1290  DESIGNATION -  P 121
 AX1290  PID         -  AX1290
 AX1290  STATE/COUNTY-  TX/LAVACA
 AX1290  USGS QUAD   -  MOULTON (1981)
 AX1290
 AX1290                         *CURRENT SURVEY CONTROL
 AX1290  ___________________________________________________________________
 AX1290* NAD 83(1986)-  29 37 17.     (N)    097 08 34.     (W)     SCALED    
 AX1290* NAVD 88     -       130.26   (+/-2cm)     427.4    (feet)  VERTCON   
 AX1290  ___________________________________________________________________
 AX1290  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AX1290
 AX1290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1290
 AX1290.The horizontal coordinates were scaled from a topographic map and have
 AX1290.an estimated accuracy of +/- 6 seconds.
 AX1290
 AX1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1290.The vertical order pertains to the NGVD 29 superseded value.
 AX1290
 AX1290.The geoid height was determined by GEOID03.
 AX1290
 AX1290;                    North         East    Units  Estimated Accuracy
 AX1290;SPC TXSC     - 4,199,590.      779,840.      MT  (+/- 180 meters Scaled)
 AX1290
 AX1290                          SUPERSEDED SURVEY CONTROL
 AX1290
 AX1290  NGVD 29 (??/??/92)  130.221  (m)          427.23   (f) ADJ UNCH    2 0
 AX1290
 AX1290.Superseded values are not recommended for survey control.
 AX1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1290.See file dsdata.txt to determine how the superseded data were derived.
 AX1290
 AX1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT798782(NAD 83)
 AX1290_MARKER: DB = BENCH MARK DISK
 AX1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1290_STAMPING: P-121 1933
 AX1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1290+STABILITY: SURFACE MOTION
 AX1290
 AX1290  HISTORY     - Date     Condition        Report By
 AX1290  HISTORY     - 1933     MONUMENTED       CGS
 AX1290  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1290
 AX1290                          STATION DESCRIPTION
 AX1290
 AX1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1290'3.0 MI N FROM MOULTON.
 AX1290'ALONG THE TEXAS AND NEW ORLEANS R.R. 5.1 MILES SOUTH OF FLATONIA AND
 AX1290'10 POLES NORTH OF M.P. 24 AND 7 POLES NORTH OF TRESTLE 24 A AND 32 FT.
 AX1290'WEST OF THE CENTERLINE OF THE TRACKS AND 20 FT. NORTH OF PRIVATE
 AX1290'CROSSING.
 AX1290
 AX1290                          STATION RECOVERY (1997)
 AX1290
 AX1290'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0468 ***********************************************************************
 AW0468  DESIGNATION -  P 1210
 AW0468  PID         -  AW0468
 AW0468  STATE/COUNTY-  TX/GALVESTON
 AW0468  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0468
 AW0468                         *CURRENT SURVEY CONTROL
 AW0468  ___________________________________________________________________
 AW0468* NAD 83(1986)-  29 18 16.     (N)    094 54 01.     (W)     SCALED    
 AW0468* NAVD 88     -         3.908  (meters)      12.82   (feet)  ADJUSTED  
 AW0468  ___________________________________________________________________
 AW0468  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW0468  DYNAMIC HT  -           3.902 (meters)      12.80  (feet)  COMP
 AW0468  MODELED GRAV-     979,262.1   (mgal)                       NAVD 88
 AW0468
 AW0468  VERT ORDER  -  FIRST     CLASS II
 AW0468
 AW0468.The horizontal coordinates were scaled from a topographic map and have
 AW0468.an estimated accuracy of +/- 6 seconds.
 AW0468
 AW0468.The orthometric height was determined by differential leveling
 AW0468.and adjusted by the National Geodetic Survey in March 1997..
 AW0468
 AW0468.The geoid height was determined by GEOID03.
 AW0468
 AW0468.The dynamic height is computed by dividing the NAVD 88
 AW0468.geopotential number by the normal gravity value computed on the
 AW0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0468.degrees latitude (g = 980.6199 gals.).
 AW0468
 AW0468.The modeled gravity was interpolated from observed gravity values.
 AW0468
 AW0468;                    North         East    Units  Estimated Accuracy
 AW0468;SPC TXSC     - 4,170,020.      998,160.      MT  (+/- 180 meters Scaled)
 AW0468
 AW0468                          SUPERSEDED SURVEY CONTROL
 AW0468
 AW0468  NAVD 88 (06/15/91)    3.907  (m)           12.82   (f) UNKNOWN     1 1
 AW0468  NGVD 29 (12/23/87)    3.904  (m)           12.81   (f) ADJUSTED    1 1
 AW0468
 AW0468.Superseded values are not recommended for survey control.
 AW0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0468.See file dsdata.txt to determine how the superseded data were derived.
 AW0468
 AW0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN154432(NAD 83)
 AW0468_MARKER: DV = VERTICAL CONTROL DISK
 AW0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0468_SP_SET: COPPER-CLAD STEEL ROD
 AW0468_STAMPING: P 1210 1973
 AW0468_MARK LOGO: NGS   
 AW0468_PROJECTION: FLUSH
 AW0468_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0468+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0468_ROD/PIPE-DEPTH: 12.2 meters
 AW0468
 AW0468  HISTORY     - Date     Condition        Report By
 AW0468  HISTORY     - 1973     MONUMENTED       NGS
 AW0468  HISTORY     - 1976     GOOD             NGS
 AW0468  HISTORY     - 1976     GOOD             NGS
 AW0468  HISTORY     - 1978     GOOD             NGS
 AW0468  HISTORY     - 1983     GOOD             NGS
 AW0468  HISTORY     - 1987     GOOD             USPSQD
 AW0468  HISTORY     - 1987     GOOD             NGS
 AW0468  HISTORY     - 1988     GOOD             USPSQD
 AW0468  HISTORY     - 1989     GOOD             USPSQD
 AW0468  HISTORY     - 1990     GOOD             USPSQD
 AW0468  HISTORY     - 19950624 GOOD             USPSQD
 AW0468  HISTORY     - 19961205 GOOD             NGS
 AW0468  HISTORY     - 20041208 GOOD             USPSQD
 AW0468  HISTORY     - 20051209 GOOD             USPSQD
 AW0468
 AW0468                          STATION DESCRIPTION
 AW0468
 AW0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0468'IN VIRGINIA POINT.
 AW0468'AT VIRGINIA POINT, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, AT
 AW0468'SIGNAL STATION, 0.1 MILE NORTHWEST OF THE NORTHWEST END OF THE
 AW0468'RAILROAD BRIDGE OVER GALVESTON BAY AND BENCH MARK L 305, 20.7 FEET
 AW0468'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 61.0 FEET SOUTHWEST
 AW0468'AND ACROSS THE TRACK FROM THE WEST CORNER OF THE TOWER, 33 FEET
 AW0468'NORTHEAST OF THE CENTER LINE OF A CONCRETE ACCES ROAD, 57 FEET
 AW0468'SOUTHEAST OF A RAILROAD SIGNAL, 1 FOOT NORTHEAST OF POWER POLE 74, 1.3
 AW0468'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK
 AW0468'ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL
 AW0468'AT A DEPTH OF 40 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AW0468'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW0468
 AW0468                          STATION RECOVERY (1976)
 AW0468
 AW0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0468'RECOVERED IN GOOD CONDITION.
 AW0468
 AW0468                          STATION RECOVERY (1976)
 AW0468
 AW0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0468'RECOVERED IN GOOD CONDITION.
 AW0468
 AW0468                          STATION RECOVERY (1978)
 AW0468
 AW0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0468'RECOVERED IN GOOD CONDITION.
 AW0468
 AW0468                          STATION RECOVERY (1983)
 AW0468
 AW0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0468'RECOVERED IN GOOD CONDITION.
 AW0468
 AW0468                          STATION RECOVERY (1987)
 AW0468
 AW0468'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0468'RECOVERED IN GOOD CONDITION.
 AW0468
 AW0468                          STATION RECOVERY (1987)
 AW0468
 AW0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0468'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW0468'EXCEPT THE TOWER MENTIONED THEREIN NO LONGER EXIST.
 AW0468
 AW0468                          STATION RECOVERY (1988)
 AW0468
 AW0468'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0468'RECOVERED IN GOOD CONDITION.
 AW0468
 AW0468                          STATION RECOVERY (1989)
 AW0468
 AW0468'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0468'RECOVERED IN GOOD CONDITION.
 AW0468
 AW0468                          STATION RECOVERY (1990)
 AW0468
 AW0468'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0468'RECOVERED IN GOOD CONDITION.
 AW0468
 AW0468                          STATION RECOVERY (1995)
 AW0468
 AW0468'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0468'RECOVERED IN GOOD CONDITION.
 AW0468
 AW0468                          STATION RECOVERY (1996)
 AW0468
 AW0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0468'0.1 KM (0.05 MI) NORTHERLY ALONG HARBORSIDE DRIVE FROM THE JUNCTION OF
 AW0468'INTERSTATE HIGHWAY 45 IN GALVESTON, THENCE 4.1 KM (2.55 MI)
 AW0468'NORTHWESTERLY ALONG THE OLD CAUSEWAY AND THE BURLINGTON NORTHERN
 AW0468'RAILROAD, 190.0 M (623.4 FT) NORTHWEST OF THE NORTHWEST END OF THE OLD
 AW0468'CAUSEWAY, 9.9 M (32.5 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD, 6.2
 AW0468'M (20.3 FT) SOUTHWEST OF THE NEAR RAIL, 0.5 M (1.6 FT) SOUTHEAST OF A
 AW0468'WITNESS POST, AND 0.3 M (1.0 FT) NORTHEAST OF THE MOST NORTHERLY OF 2
 AW0468'UTILITY POLES.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 AW0468'FLUSH WITH THE GROUND SURFACE.
 AW0468
 AW0468                          STATION RECOVERY (2004)
 AW0468
 AW0468'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0468'RECOVERED IN GOOD CONDITION.
 AW0468
 AW0468                          STATION RECOVERY (2005)
 AW0468
 AW0468'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0468'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2317 ***********************************************************************
 AW2317  DESIGNATION -  P 1211
 AW2317  PID         -  AW2317
 AW2317  STATE/COUNTY-  TX/HARRIS
 AW2317  USGS QUAD   -  PARK PLACE (1995)
 AW2317
 AW2317                         *CURRENT SURVEY CONTROL
 AW2317  ___________________________________________________________________
 AW2317* NAD 83(1986)-  29 41 15.     (N)    095 20 27.     (W)     SCALED    
 AW2317* NAVD 88     -        12.197  (meters)      40.02   (feet)  ADJUSTED  
 AW2317  ___________________________________________________________________
 AW2317  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2317  DYNAMIC HT  -          12.180 (meters)      39.96  (feet)  COMP
 AW2317  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 AW2317
 AW2317  VERT ORDER  -  FIRST     CLASS II
 AW2317
 AW2317.The horizontal coordinates were scaled from a topographic map and have
 AW2317.an estimated accuracy of +/- 6 seconds.
 AW2317
 AW2317.The orthometric height was determined by differential leveling
 AW2317.and adjusted by the National Geodetic Survey in June 1991..
 AW2317
 AW2317.The geoid height was determined by GEOID03.
 AW2317
 AW2317.The dynamic height is computed by dividing the NAVD 88
 AW2317.geopotential number by the normal gravity value computed on the
 AW2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2317.degrees latitude (g = 980.6199 gals.).
 AW2317
 AW2317.The modeled gravity was interpolated from observed gravity values.
 AW2317
 AW2317;                    North         East    Units  Estimated Accuracy
 AW2317;SPC TXSC     - 4,211,030.      954,060.      MT  (+/- 180 meters Scaled)
 AW2317
 AW2317                          SUPERSEDED SURVEY CONTROL
 AW2317
 AW2317  NGVD 29 (12/23/87)   12.193  (m)           40.00   (f) ADJUSTED    1 2
 AW2317
 AW2317.Superseded values are not recommended for survey control.
 AW2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2317.See file dsdata.txt to determine how the superseded data were derived.
 AW2317
 AW2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN734864(NAD 83)
 AW2317_MARKER: DB = BENCH MARK DISK
 AW2317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2317_SP_SET: RETAINING WALL
 AW2317_STAMPING: P 1211 1973
 AW2317_MARK LOGO: NGS   
 AW2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2317+STABILITY: SURFACE MOTION
 AW2317
 AW2317  HISTORY     - Date     Condition        Report By
 AW2317  HISTORY     - 1973     MONUMENTED       NGS
 AW2317  HISTORY     - 1978     GOOD             NGS
 AW2317  HISTORY     - 1986     GOOD             NGS
 AW2317  HISTORY     - 1987     GOOD             USPSQD
 AW2317  HISTORY     - 1990     GOOD             USPSQD
 AW2317  HISTORY     - 19950624 GOOD             USPSQD
 AW2317  HISTORY     - 20040324 GOOD             USPSQD
 AW2317
 AW2317                          STATION DESCRIPTION
 AW2317
 AW2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2317'IN HOUSTON.
 AW2317'AT HOUSTON, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, AT THE
 AW2317'CROSSING OF SOUTH PARK BOULEVARD, 0.5 MILE SOUTHWEST OF BENCH MARK
 AW2317'5454-1512 (C OF H), IN THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END OF
 AW2317'THE EAST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, 34.0 FEET
 AW2317'SOUTHEAST OF THE SOUTHEAST RAIL, 10.0 FEET EAST OF THE EAST CURB OF
 AW2317'THE BOULEVARD, AND ABOUT LEVEL WITH THE TRACK.
 AW2317
 AW2317                          STATION RECOVERY (1978)
 AW2317
 AW2317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2317'RECOVERED IN GOOD CONDITION.
 AW2317
 AW2317                          STATION RECOVERY (1986)
 AW2317
 AW2317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2317'RECOVERED IN GOOD CONDITION.
 AW2317
 AW2317                          STATION RECOVERY (1987)
 AW2317
 AW2317'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2317'RECOVERED IN GOOD CONDITION.
 AW2317
 AW2317                          STATION RECOVERY (1990)
 AW2317
 AW2317'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2317'RECOVERED IN GOOD CONDITION.
 AW2317
 AW2317                          STATION RECOVERY (1995)
 AW2317
 AW2317'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2317'RECOVERED IN GOOD CONDITION.
 AW2317
 AW2317                          STATION RECOVERY (2004)
 AW2317
 AW2317'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4681 ***********************************************************************
 AW4681  DESIGNATION -  P 1212
 AW4681  PID         -  AW4681
 AW4681  STATE/COUNTY-  TX/FORT BEND
 AW4681  USGS QUAD   -  RICHMOND NE (1980)
 AW4681
 AW4681                         *CURRENT SURVEY CONTROL
 AW4681  ___________________________________________________________________
 AW4681* NAD 83(1986)-  29 40 31.     (N)    095 50 17.     (W)     SCALED    
 AW4681* NAVD 88     -        34.701  (meters)     113.85   (feet)  ADJUSTED  
 AW4681  ___________________________________________________________________
 AW4681  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW4681  DYNAMIC HT  -          34.653 (meters)     113.69  (feet)  COMP
 AW4681  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 AW4681
 AW4681  VERT ORDER  -  FIRST     CLASS II
 AW4681
 AW4681.The horizontal coordinates were scaled from a topographic map and have
 AW4681.an estimated accuracy of +/- 6 seconds.
 AW4681
 AW4681.The orthometric height was determined by differential leveling
 AW4681.and adjusted by the National Geodetic Survey in June 1991..
 AW4681
 AW4681.The geoid height was determined by GEOID03.
 AW4681
 AW4681.The dynamic height is computed by dividing the NAVD 88
 AW4681.geopotential number by the normal gravity value computed on the
 AW4681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4681.degrees latitude (g = 980.6199 gals.).
 AW4681
 AW4681.The modeled gravity was interpolated from observed gravity values.
 AW4681
 AW4681;                    North         East    Units  Estimated Accuracy
 AW4681;SPC TXSC     - 4,208,270.      906,000.      MT  (+/- 180 meters Scaled)
 AW4681
 AW4681                          SUPERSEDED SURVEY CONTROL
 AW4681
 AW4681  NGVD 29 (12/23/87)   34.694  (m)          113.83   (f) ADJUSTED    1 2
 AW4681
 AW4681.Superseded values are not recommended for survey control.
 AW4681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4681.See file dsdata.txt to determine how the superseded data were derived.
 AW4681
 AW4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN253861(NAD 83)
 AW4681_MARKER: DB = BENCH MARK DISK
 AW4681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4681_SP_SET: CULVERT HEADWALL
 AW4681_STAMPING: P 1212 1973
 AW4681_MARK LOGO: NGS   
 AW4681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4681+STABILITY: SURFACE MOTION
 AW4681
 AW4681  HISTORY     - Date     Condition        Report By
 AW4681  HISTORY     - 1973     MONUMENTED       NGS
 AW4681  HISTORY     - 1986     GOOD             NGS
 AW4681  HISTORY     - 1990     GOOD             USPSQD
 AW4681  HISTORY     - 19950108 GOOD             USPSQD
 AW4681
 AW4681                          STATION DESCRIPTION
 AW4681
 AW4681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4681'8.95 MI N FROM ROSENBERG.
 AW4681'0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4681'THE STATION AT ROSENBERG, THENCE 4.95 MILES NORTH ALONG FARM ROAD 723,
 AW4681'THENCE 3.75 MILES NORTH ALONG FARM ROAD 359, IN THE TOP AND 1.0 FOOT
 AW4681'SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A LARGE
 AW4681'CONCRETE BOX CULVERT, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 AW4681'ABOUT LEVEL WITH THE ROAD.
 AW4681
 AW4681                          STATION RECOVERY (1986)
 AW4681
 AW4681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4681'RECOVERED IN GOOD CONDITION.
 AW4681
 AW4681                          STATION RECOVERY (1990)
 AW4681
 AW4681'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4681'RECOVERED IN GOOD CONDITION.
 AW4681
 AW4681                          STATION RECOVERY (1995)
 AW4681
 AW4681'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4219 ***********************************************************************
 AW4219  DESIGNATION -  P 1213
 AW4219  PID         -  AW4219
 AW4219  STATE/COUNTY-  TX/FORT BEND
 AW4219  USGS QUAD   -  GUY (1980)
 AW4219
 AW4219                         *CURRENT SURVEY CONTROL
 AW4219  ___________________________________________________________________
 AW4219* NAD 83(1986)-  29 21 53.     (N)    095 45 38.     (W)     SCALED    
 AW4219* NAVD 88     -        22.878  (meters)      75.06   (feet)  ADJUSTED  
 AW4219  ___________________________________________________________________
 AW4219  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW4219  DYNAMIC HT  -          22.846 (meters)      74.95  (feet)  COMP
 AW4219  MODELED GRAV-     979,252.3   (mgal)                       NAVD 88
 AW4219
 AW4219  VERT ORDER  -  FIRST     CLASS II
 AW4219
 AW4219.The horizontal coordinates were scaled from a topographic map and have
 AW4219.an estimated accuracy of +/- 6 seconds.
 AW4219
 AW4219.The orthometric height was determined by differential leveling
 AW4219.and adjusted by the National Geodetic Survey in June 1991..
 AW4219
 AW4219.The geoid height was determined by GEOID03.
 AW4219
 AW4219.The dynamic height is computed by dividing the NAVD 88
 AW4219.geopotential number by the normal gravity value computed on the
 AW4219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4219.degrees latitude (g = 980.6199 gals.).
 AW4219
 AW4219.The modeled gravity was interpolated from observed gravity values.
 AW4219
 AW4219;                    North         East    Units  Estimated Accuracy
 AW4219;SPC TXSC     - 4,174,070.      914,450.      MT  (+/- 180 meters Scaled)
 AW4219
 AW4219                          SUPERSEDED SURVEY CONTROL
 AW4219
 AW4219  NGVD 29 (12/23/87)   22.874  (m)           75.05   (f) ADJUSTED    1 2
 AW4219
 AW4219.Superseded values are not recommended for survey control.
 AW4219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4219.See file dsdata.txt to determine how the superseded data were derived.
 AW4219
 AW4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN320515(NAD 83)
 AW4219_MARKER: DB = BENCH MARK DISK
 AW4219_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW4219+WITH SETTING: INTO GROUND
 AW4219_SP_SET: METAL ROD WITH BASE PLATE
 AW4219_STAMPING: P 1213 1973
 AW4219_MARK LOGO: NGS   
 AW4219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4219+STABILITY: SURFACE MOTION
 AW4219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW4219+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 AW4219
 AW4219  HISTORY     - Date     Condition        Report By
 AW4219  HISTORY     - 1973     MONUMENTED       NGS
 AW4219  HISTORY     - 1986     GOOD             NGS
 AW4219  HISTORY     - 1988     GOOD             USPSQD
 AW4219  HISTORY     - 1989     GOOD             USPSQD
 AW4219  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4219  HISTORY     - 19991120 GOOD             USPSQD
 AW4219  HISTORY     - 20060827 GOOD             INDIV
 AW4219
 AW4219                          STATION DESCRIPTION
 AW4219
 AW4219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4219'1.45 MI NE FROM GUY.
 AW4219'1.45 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4219'HIGHWAY 36 AT GUY, 0.1 MILE SOUTHWEST OF GUY CEMETERY, 1 POLE
 AW4219'SOUTHWEST OF THE CROSSING OF AN UNDERGROUND PIPE LINE, 50 FEET
 AW4219'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 109 1/2 FEET NORTHEAST OF
 AW4219'THE EXTENDED CENTER LINE OF A DRIVEWAY NORTHWEST, 1 1/2 FEET NORTHEAST
 AW4219'OF A POWER POLE BEARING A TRANSFORMER, 1.2 FEET NORTHWEST OF A FENCE,
 AW4219'1.0 FOOT SOUTHWEST OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH
 AW4219'COPPER COATED ROD WHICH IS 4-FEET LONG WITH A BASE PLATE ATTACHED. THE
 AW4219'UPPER PORTION OF THE ROD IS ENCASED IN AN IRON PIPE PROJECTING 0.1
 AW4219'FOOT ABOVE THE GROUND.
 AW4219
 AW4219                          STATION RECOVERY (1986)
 AW4219
 AW4219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4219'RECOVERED IN GOOD CONDITION.
 AW4219
 AW4219                          STATION RECOVERY (1988)
 AW4219
 AW4219'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4219'RECOVERED IN GOOD CONDITION.
 AW4219
 AW4219                          STATION RECOVERY (1989)
 AW4219
 AW4219'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4219'RECOVERED IN GOOD CONDITION.
 AW4219
 AW4219                          STATION RECOVERY (1998)
 AW4219
 AW4219'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4219'MARK NOT FOUND.
 AW4219
 AW4219                          STATION RECOVERY (1999)
 AW4219
 AW4219'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4219'RECOVERED IN GOOD CONDITION.
 AW4219
 AW4219                          STATION RECOVERY (2006)
 AW4219
 AW4219'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AW4219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2362 ***********************************************************************
 AW2362  DESIGNATION -  P 1214
 AW2362  PID         -  AW2362
 AW2362  STATE/COUNTY-  TX/FORT BEND
 AW2362  USGS QUAD   -  MISSOURI CITY (1995)
 AW2362
 AW2362                         *CURRENT SURVEY CONTROL
 AW2362  ___________________________________________________________________
 AW2362* NAD 83(1986)-  29 30 40.     (N)    095 31 35.     (W)     SCALED    
 AW2362* NAVD 88     -        18.847  (meters)      61.83   (feet)  ADJUSTED  
 AW2362  ___________________________________________________________________
 AW2362  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2362  DYNAMIC HT  -          18.821 (meters)      61.75  (feet)  COMP
 AW2362  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 AW2362  OBS GRAVITY -     979,268.2   (mgal)                       GRAV_OBS
 AW2362
 AW2362  VERT ORDER  -  FIRST     CLASS II
 AW2362
 AW2362.The horizontal coordinates were scaled from a topographic map and have
 AW2362.an estimated accuracy of +/- 6 seconds.
 AW2362
 AW2362.The orthometric height was determined by differential leveling
 AW2362.and adjusted by the National Geodetic Survey in June 1991..
 AW2362
 AW2362.The geoid height was determined by GEOID03.
 AW2362
 AW2362.The dynamic height is computed by dividing the NAVD 88
 AW2362.geopotential number by the normal gravity value computed on the
 AW2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2362.degrees latitude (g = 980.6199 gals.).
 AW2362
 AW2362.The modeled gravity was interpolated from observed gravity values.
 AW2362.The observed gravity was obtained from relative gravimeter ties
 AW2362.to the IGSN71 gravity network.
 AW2362
 AW2362;                    North         East    Units  Estimated Accuracy
 AW2362;SPC TXSC     - 4,190,940.      936,690.      MT  (+/- 180 meters Scaled)
 AW2362
 AW2362                          SUPERSEDED SURVEY CONTROL
 AW2362
 AW2362  NGVD 29 (12/23/87)   18.843  (m)           61.82   (f) ADJUSTED    1 2
 AW2362
 AW2362.Superseded values are not recommended for survey control.
 AW2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2362.See file dsdata.txt to determine how the superseded data were derived.
 AW2362
 AW2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN551672(NAD 83)
 AW2362_MARKER: DB = BENCH MARK DISK
 AW2362_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW2362+WITH SETTING: INTO GROUND
 AW2362_SP_SET: METAL ROD WITH BASE PLATE
 AW2362_STAMPING: P 1214 1973
 AW2362_MARK LOGO: NGS   
 AW2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2362+STABILITY: SURFACE MOTION
 AW2362
 AW2362  HISTORY     - Date     Condition        Report By
 AW2362  HISTORY     - 1973     MONUMENTED       NGS
 AW2362  HISTORY     - 1978     GOOD             NGS
 AW2362  HISTORY     - 1986     GOOD             NGS
 AW2362  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2362  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2362  HISTORY     - 19940814 GOOD             USPSQD
 AW2362  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 AW2362  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2362
 AW2362                          STATION DESCRIPTION
 AW2362
 AW2362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2362'10.65 MI SE FROM SUGAR LAND.
 AW2362'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2362'HIGHWAY 59 AT SUGAR LAND, THENCE 7.3 MILES SOUTHEAST ALONG STATE
 AW2362'HIGHWAY 6, THENCE 2.2 MILES SOUTHEAST ALONG MC KEEVER ROAD, 1.0 MILE
 AW2362'NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM BENCH MARK L 1213,
 AW2362'AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD, 39 FEET SOUTH OF THE
 AW2362'CENTER LINE OF THE ROAD, 24.3 FEET NORTHEAST OF THE NORTHEAST RAIL,
 AW2362'184 FEET SOUTHEAST OF BENCH MARK M 1213, 3.5 FEET SOUTHEAST OF AN
 AW2362'UNDERGROUND CABLE MARKER POST, 1.1 FEET NORTH OF A FENCE, 1.0 FOOT
 AW2362'WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, ABOUT 1 1/2
 AW2362'FEET LOWER THAN THE TRACK, A ROD ON THE TOP OF A 5/8-INCH COPPER
 AW2362'COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE ATTACHED.  THE
 AW2362'UPPER PORTION OF THE ROD IS ENCASED IN A 5-INCH PIPE PROJECTING 0.1
 AW2362'FOOT ABOVE THE GROUND.
 AW2362
 AW2362                          STATION RECOVERY (1978)
 AW2362
 AW2362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2362'RECOVERED.  NOTE=SHOULD READ FROM JUNCTION OF U.S. HIGHWAY 90 INSTEAD
 AW2362'OF U.S. HIGHWAY 59.
 AW2362
 AW2362                          STATION RECOVERY (1986)
 AW2362
 AW2362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2362'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2362'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 AW2362
 AW2362                          STATION RECOVERY (1987)
 AW2362
 AW2362'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2362'MARK NOT FOUND.
 AW2362
 AW2362                          STATION RECOVERY (1987)
 AW2362
 AW2362'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2362'MARK NOT FOUND.
 AW2362
 AW2362                          STATION RECOVERY (1994)
 AW2362
 AW2362'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2362'RECOVERED IN GOOD CONDITION.
 AW2362
 AW2362                          STATION RECOVERY (2004)
 AW2362
 AW2362'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2362'MARK NOT FOUND.
 AW2362
 AW2362                          STATION RECOVERY (2005)
 AW2362
 AW2362'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2362'RR IS GO AND THENAREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0272 ***********************************************************************
 AW0272  DESIGNATION -  P 1215
 AW0272  PID         -  AW0272
 AW0272  STATE/COUNTY-  TX/HARRIS
 AW0272  USGS QUAD   -  ADDICKS (1995)
 AW0272
 AW0272                         *CURRENT SURVEY CONTROL
 AW0272  ___________________________________________________________________
 AW0272* NAD 83(1986)-  29 47 07.     (N)    095 38 43.     (W)     SCALED    
 AW0272* NAVD 88     -        30.091  (meters)      98.72   (feet)  ADJUSTED  
 AW0272  ___________________________________________________________________
 AW0272  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0272  DYNAMIC HT  -          30.050 (meters)      98.59  (feet)  COMP
 AW0272  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 AW0272  OBS GRAVITY -     979,279.2   (mgal)                       GRAV_OBS
 AW0272
 AW0272  VERT ORDER  -  FIRST     CLASS I
 AW0272
 AW0272.The horizontal coordinates were scaled from a topographic map and have
 AW0272.an estimated accuracy of +/- 6 seconds.
 AW0272
 AW0272.The orthometric height was determined by differential leveling
 AW0272.and adjusted by the National Geodetic Survey in June 1991..
 AW0272
 AW0272.The geoid height was determined by GEOID03.
 AW0272
 AW0272.The dynamic height is computed by dividing the NAVD 88
 AW0272.geopotential number by the normal gravity value computed on the
 AW0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0272.degrees latitude (g = 980.6199 gals.).
 AW0272
 AW0272.The modeled gravity was interpolated from observed gravity values.
 AW0272.The observed gravity was obtained from relative gravimeter ties
 AW0272.to the IGSN71 gravity network.
 AW0272
 AW0272;                    North         East    Units  Estimated Accuracy
 AW0272;SPC TXSC     - 4,220,980.      924,300.      MT  (+/- 180 meters Scaled)
 AW0272
 AW0272                          SUPERSEDED SURVEY CONTROL
 AW0272
 AW0272  NGVD 29 (12/23/87)   30.084  (m)           98.70   (f) ADJUSTED    1 1
 AW0272
 AW0272.Superseded values are not recommended for survey control.
 AW0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0272.See file dsdata.txt to determine how the superseded data were derived.
 AW0272
 AW0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN442979(NAD 83)
 AW0272_MARKER: DB = BENCH MARK DISK
 AW0272_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0272_SP_SET: MASSIVE RETAINING WALL
 AW0272_STAMPING: P 1215 1973
 AW0272_MARK LOGO: CGS   
 AW0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0272
 AW0272  HISTORY     - Date     Condition        Report By
 AW0272  HISTORY     - 1973     MONUMENTED       NGS
 AW0272  HISTORY     - 1976     GOOD             NGS
 AW0272  HISTORY     - 1976     GOOD             NGS
 AW0272  HISTORY     - 1978     GOOD             NGS
 AW0272  HISTORY     - 1983     GOOD             NGS
 AW0272  HISTORY     - 1986     GOOD             NGS
 AW0272  HISTORY     - 1987     GOOD             USPSQD
 AW0272  HISTORY     - 1989     GOOD             USPSQD
 AW0272  HISTORY     - 19931123 GOOD             USPSQD
 AW0272  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0272
 AW0272                          STATION DESCRIPTION
 AW0272
 AW0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0272'IN ADDICKS.
 AW0272'AT ADDICKS, AT THE MISSOURI-KANSAS-TEXAS RAILROAD OVERPASS OVER STATE
 AW0272'HIGHWAY 6, ABOUT 63.4 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND
 AW0272'LANES OF STATE HWY. 6, 4.3 FEET SOUTH OF THE SOUTH RAIL, 21 FEET
 AW0272'NORTH-NORTHEAST OF A POWER AND TELEPHONE POLE, SET IN THE TOP OF THE
 AW0272'EAST END OF THE SOUTHWEST CONCRETE WINGWALL OF THE RAILROAD OVERPASS,
 AW0272'1.2 FEET WEST OF THE EAST EDGE, AND ABOUT 0.3 FOOT BELOW THE LEVEL OF
 AW0272'THE TRACKS.
 AW0272
 AW0272                          STATION RECOVERY (1976)
 AW0272
 AW0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0272'RECOVERED IN GOOD CONDITION.
 AW0272
 AW0272                          STATION RECOVERY (1976)
 AW0272
 AW0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0272'RECOVERED IN GOOD CONDITION.
 AW0272
 AW0272                          STATION RECOVERY (1978)
 AW0272
 AW0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0272'RECOVERED IN GOOD CONDITION.
 AW0272
 AW0272                          STATION RECOVERY (1983)
 AW0272
 AW0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0272'RECOVERED IN GOOD CONDITION.
 AW0272
 AW0272                          STATION RECOVERY (1986)
 AW0272
 AW0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0272'RECOVERED IN GOOD CONDITION.
 AW0272
 AW0272                          STATION RECOVERY (1987)
 AW0272
 AW0272'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0272'RECOVERED IN GOOD CONDITION.
 AW0272
 AW0272                          STATION RECOVERY (1989)
 AW0272
 AW0272'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0272'RECOVERED IN GOOD CONDITION.
 AW0272
 AW0272                          STATION RECOVERY (1993)
 AW0272
 AW0272'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0272'RECOVERED IN GOOD CONDITION.
 AW0272
 AW0272                          STATION RECOVERY (2004)
 AW0272
 AW0272'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1594 ***********************************************************************
 BL1594  DESIGNATION -  P 1216
 BL1594  PID         -  BL1594
 BL1594  STATE/COUNTY-  TX/HARRIS
 BL1594  USGS QUAD   -  ROSE HILL (1980)
 BL1594
 BL1594                         *CURRENT SURVEY CONTROL
 BL1594  ___________________________________________________________________
 BL1594* NAD 83(1986)-  30 04 46.     (N)    095 43 02.     (W)     SCALED    
 BL1594* NAVD 88     -        66.466  (meters)     218.06   (feet)  ADJUSTED  
 BL1594  ___________________________________________________________________
 BL1594  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL1594  DYNAMIC HT  -          66.376 (meters)     217.77  (feet)  COMP
 BL1594  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 BL1594
 BL1594  VERT ORDER  -  FIRST     CLASS II
 BL1594
 BL1594.The horizontal coordinates were scaled from a topographic map and have
 BL1594.an estimated accuracy of +/- 6 seconds.
 BL1594
 BL1594.The orthometric height was determined by differential leveling
 BL1594.and adjusted by the National Geodetic Survey in June 1991..
 BL1594
 BL1594.The geoid height was determined by GEOID03.
 BL1594
 BL1594.The dynamic height is computed by dividing the NAVD 88
 BL1594.geopotential number by the normal gravity value computed on the
 BL1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1594.degrees latitude (g = 980.6199 gals.).
 BL1594
 BL1594.The modeled gravity was interpolated from observed gravity values.
 BL1594
 BL1594;                    North         East    Units  Estimated Accuracy
 BL1594;SPC TXSC     - 4,253,380.      916,430.      MT  (+/- 180 meters Scaled)
 BL1594
 BL1594                          SUPERSEDED SURVEY CONTROL
 BL1594
 BL1594  NGVD 29 (12/23/87)   66.459  (m)          218.04   (f) ADJUSTED    1 2
 BL1594
 BL1594.Superseded values are not recommended for survey control.
 BL1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1594.See file dsdata.txt to determine how the superseded data were derived.
 BL1594
 BL1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP380307(NAD 83)
 BL1594_MARKER: DB = BENCH MARK DISK
 BL1594_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BL1594+WITH SETTING: INTO GROUND
 BL1594_SP_SET: METAL ROD WITH BASE PLATE
 BL1594_STAMPING: P 1216 1973
 BL1594_MARK LOGO: NGS   
 BL1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1594+STABILITY: SURFACE MOTION
 BL1594
 BL1594  HISTORY     - Date     Condition        Report By
 BL1594  HISTORY     - 1973     MONUMENTED       NGS
 BL1594  HISTORY     - 1978     GOOD             NGS
 BL1594  HISTORY     - 1986     GOOD             NGS
 BL1594  HISTORY     - 19931106 GOOD             USPSQD
 BL1594
 BL1594                          STATION DESCRIPTION
 BL1594
 BL1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1594'6.65 MI W FROM TOMBALL.
 BL1594'ABOUT 6.65 MILES WEST ALONG WALLER-TOMBALL RD. FROM THE CROSSING OF
 BL1594'THE BURLINGTON-ROCK ISLAND RAILROAD, ABOUT 0.2 MILE EAST OF THE ROSE
 BL1594'HILL VOLUNTEER FIRE DEPARTMENT, 120 FEET WEST OF THE CENTER LINE OF A
 BL1594'PRIVATE DRIVE LEADING SOUTH, 47.7 FEET SOUTH OF THE CENTER LINE OF
 BL1594'WALLER-TOMBALL RD., 1.6 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 BL1594'MARKER POST, 0.8 FOOT NORTH OF A FENCE, 1.2 FEET EAST OF A METAL
 BL1594'WITNESS POST, 1/2-FOOT BELOW THE LEVEL OF THE ROAD, AND IS A DISK SET
 BL1594'ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD, AND
 BL1594'PROTECTED BY A 6-INCH METAL PIPE FLUSH WITH THE GROUND.
 BL1594
 BL1594                          STATION RECOVERY (1978)
 BL1594
 BL1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1594'RECOVERED IN GOOD CONDITION.
 BL1594
 BL1594                          STATION RECOVERY (1986)
 BL1594
 BL1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1594'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1594'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1594
 BL1594                          STATION RECOVERY (1993)
 BL1594
 BL1594'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1230 ***********************************************************************
 BL1230  DESIGNATION -  P 1217
 BL1230  PID         -  BL1230
 BL1230  STATE/COUNTY-  TX/HARRIS
 BL1230  USGS QUAD   -  MAEDAN (1982)
 BL1230
 BL1230                         *CURRENT SURVEY CONTROL
 BL1230  ___________________________________________________________________
 BL1230* NAD 83(1986)-  30 00 52.     (N)    095 20 49.     (W)     SCALED    
 BL1230* NAVD 88     -        26.529  (meters)      87.04   (feet)  ADJUSTED  
 BL1230  ___________________________________________________________________
 BL1230  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL1230  DYNAMIC HT  -          26.493 (meters)      86.92  (feet)  COMP
 BL1230  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 BL1230
 BL1230  VERT ORDER  -  FIRST     CLASS II
 BL1230
 BL1230.The horizontal coordinates were scaled from a topographic map and have
 BL1230.an estimated accuracy of +/- 6 seconds.
 BL1230
 BL1230.The orthometric height was determined by differential leveling
 BL1230.and adjusted by the National Geodetic Survey in June 1991..
 BL1230
 BL1230.The geoid height was determined by GEOID03.
 BL1230
 BL1230.The dynamic height is computed by dividing the NAVD 88
 BL1230.geopotential number by the normal gravity value computed on the
 BL1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1230.degrees latitude (g = 980.6199 gals.).
 BL1230
 BL1230.The modeled gravity was interpolated from observed gravity values.
 BL1230
 BL1230;                    North         East    Units  Estimated Accuracy
 BL1230;SPC TXSC     - 4,247,230.      952,340.      MT  (+/- 180 meters Scaled)
 BL1230
 BL1230                          SUPERSEDED SURVEY CONTROL
 BL1230
 BL1230  NGVD 29 (12/23/87)   26.527  (m)           87.03   (f) ADJUSTED    1 2
 BL1230
 BL1230.Superseded values are not recommended for survey control.
 BL1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1230.See file dsdata.txt to determine how the superseded data were derived.
 BL1230
 BL1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP736227(NAD 83)
 BL1230_MARKER: DB = BENCH MARK DISK
 BL1230_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BL1230+WITH SETTING: INTO GROUND
 BL1230_SP_SET: METAL ROD WITH BASE PLATE
 BL1230_STAMPING: P 1217 1973
 BL1230_MARK LOGO: NGS   
 BL1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1230+STABILITY: SURFACE MOTION
 BL1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1230+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL1230
 BL1230  HISTORY     - Date     Condition        Report By
 BL1230  HISTORY     - 1973     MONUMENTED       NGS
 BL1230  HISTORY     - 1978     GOOD             NGS
 BL1230  HISTORY     - 1987     GOOD             NGS
 BL1230  HISTORY     - 19960615 GOOD             USPSQD
 BL1230  HISTORY     - 20040316 GOOD             USPSQD
 BL1230
 BL1230                          STATION DESCRIPTION
 BL1230
 BL1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1230'3.4 MI E FROM WESTFIELD.
 BL1230'ABOUT 0.5 MILES EAST ALONG WESTFIELD LOOP ROAD FROM THE CHURCH OF
 BL1230'CHRIST AT WESTFIELD, 0.4 MILES EAST ALONG THE HUMBLE WESTFIELD ROAD,
 BL1230'THENCE 2.5 MILES EAST ALONG FM 1960.  SET IN THE NORTHWEST CORNER OF
 BL1230'THE JUNCTION OF FM 1960 AND BROZE ROAD, 48 FEET NORTH OF THE CENTER
 BL1230'LINE OF FM 1960, 40 FEET WEST OF THE CENTER LINE OF BROZE ROAD, 5 FEET
 BL1230'WEST OF A POWER POLE NO. 7-162, 17 FEET WEST OF A 4 X 4 IN. CONCRETE
 BL1230'RIGHT OF WAY POST.  A NGS DISK 1 FOOT EAST OF A METAL WITNESS POST
 BL1230'ABOUT LEVEL WITH THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED
 BL1230'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH
 BL1230'THE SURFACE OF THE GROUND AND ENCASED IN A 6 IN. PIPE WHICH PROJECTS 3
 BL1230'INCHES.
 BL1230
 BL1230                          STATION RECOVERY (1978)
 BL1230
 BL1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1230'RECOVERED IN GOOD CONDITION.
 BL1230
 BL1230                          STATION RECOVERY (1987)
 BL1230
 BL1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1230'RECOVERED IN GOOD CONDITION.
 BL1230
 BL1230                          STATION RECOVERY (1996)
 BL1230
 BL1230'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1230'RECOVERED IN GOOD CONDITION.
 BL1230
 BL1230                          STATION RECOVERY (2004)
 BL1230
 BL1230'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0900 ***********************************************************************
 AW0900  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0900  DESIGNATION -  P 1218
 AW0900  PID         -  AW0900
 AW0900  STATE/COUNTY-  TX/HARRIS
 AW0900  USGS QUAD   -  PASADENA (1995)
 AW0900
 AW0900                         *CURRENT SURVEY CONTROL
 AW0900  ___________________________________________________________________
 AW0900* NAD 83(1993)-  29 43 52.57284(N)    095 12 44.56406(W)     ADJUSTED  
 AW0900* NAVD 88     -         4.84   (meters)      15.9    (feet)  GPS OBS   
 AW0900  ___________________________________________________________________
 AW0900  X           -    -503,575.485 (meters)                     COMP
 AW0900  Y           -  -5,520,149.292 (meters)                     COMP
 AW0900  Z           -   3,144,529.999 (meters)                     COMP
 AW0900  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW0900  ELLIP HEIGHT-         -22.37  (meters)          (12/03/01) GPS OBS
 AW0900  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW0900  DYNAMIC HT  -           4.84  (meters)      15.9   (feet)  COMP
 AW0900  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0900  OBS GRAVITY -     979,290.0   (mgal)                       GRAV_OBS
 AW0900
 AW0900  HORZ ORDER  -  FIRST
 AW0900  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0900  ELLP ORDER  -  FOURTH    CLASS II
 AW0900
 AW0900.The horizontal coordinates were established by GPS observations
 AW0900.and adjusted by the National Geodetic Survey in December 2001..
 AW0900
 AW0900.The orthometric height was determined by GPS observations and a
 AW0900.high-resolution geoid model using precise GPS observation and
 AW0900.processing techniques. It supersedes the leveled height previously
 AW0900.determined for this station.
 AW0900.The vertical order pertains to the first NAVD 88 superseded value.
 AW0900
 AW0900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0900
 AW0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0900
 AW0900.The ellipsoidal height was determined by GPS observations
 AW0900.and is referenced to NAD 83.
 AW0900
 AW0900.The geoid height was determined by GEOID03.
 AW0900
 AW0900.The dynamic height is computed by dividing the NAVD 88
 AW0900.geopotential number by the normal gravity value computed on the
 AW0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0900.degrees latitude (g = 980.6199 gals.).
 AW0900
 AW0900.The modeled gravity was interpolated from observed gravity values.
 AW0900.The observed gravity was obtained from relative gravimeter ties
 AW0900.to the IGSN71 gravity network.
 AW0900
 AW0900;                    North         East     Units Scale Factor Converg.
 AW0900;SPC TXSC     - 4,216,275.603   966,328.660   MT  0.99988709   +1 51 20.2
 AW0900;SPC TXSC     -13,832,897.54  3,170,363.28   sFT  0.99988709   +1 51 20.2
 AW0900;UTM  15      - 3,291,057.972   286,021.405   MT  1.00016497   -1 05 51.4
 AW0900
 AW0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0900!SPC TXSC     -   1.00000351  x   0.99988709  =   0.99989060
 AW0900!UTM  15      -   1.00000351  x   1.00016497  =   1.00016848
 AW0900
 AW0900                          SUPERSEDED SURVEY CONTROL
 AW0900
 AW0900  ELLIP H (10/25/00)  -22.39   (m)                       GP(       ) 4 1
 AW0900  NAD 83(1993)-  29 43 52.57367(N)    095 12 44.56353(W) AD(       ) 1
 AW0900  ELLIP H (10/17/96)  -22.27   (m)                       GP(       ) 3 1
 AW0900  NAVD 88 (06/15/91)    4.773  (m)           15.66   (f) ADJUSTED    1 2
 AW0900  NGVD 29 (12/23/87)    4.770  (m)           15.65   (f) ADJUSTED    1 2
 AW0900
 AW0900.Superseded values are not recommended for survey control.
 AW0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0900.See file dsdata.txt to determine how the superseded data were derived.
 AW0900
 AW0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8602191058(NAD 83)
 AW0900_MARKER: DB = BENCH MARK DISK
 AW0900_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW0900+WITH SETTING: INFORMATION.
 AW0900_SP_SET: SHALLOW-SET METAL ROD
 AW0900_STAMPING: P 1218 1973
 AW0900_MARK LOGO: NGS   
 AW0900_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0900+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 AW0900
 AW0900  HISTORY     - Date     Condition        Report By
 AW0900  HISTORY     - 1973     MONUMENTED       NGS
 AW0900  HISTORY     - 1978     GOOD             NGS
 AW0900  HISTORY     - 1986     GOOD             NGS
 AW0900  HISTORY     - 1987     GOOD             USPSQD
 AW0900  HISTORY     - 1987     GOOD             USPSQD
 AW0900  HISTORY     - 1987     GOOD             USPSQD
 AW0900  HISTORY     - 1987     GOOD             USPSQD
 AW0900  HISTORY     - 1988     GOOD             USPSQD
 AW0900  HISTORY     - 1988     GOOD             USPSQD
 AW0900  HISTORY     - 1988     GOOD             USPSQD
 AW0900  HISTORY     - 1988     GOOD             USPSQD
 AW0900  HISTORY     - 1988     GOOD             USPSQD
 AW0900  HISTORY     - 1988     GOOD             USPSQD
 AW0900  HISTORY     - 1988     GOOD             USPSQD
 AW0900  HISTORY     - 1989     GOOD             USPSQD
 AW0900  HISTORY     - 19950418 GOOD             HGCSD
 AW0900  HISTORY     - 19991113 GOOD             USPSQD
 AW0900  HISTORY     - 20031022 GOOD             USPSQD
 AW0900
 AW0900                          STATION DESCRIPTION
 AW0900
 AW0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0900'IN PASADENA.
 AW0900'AT PASADENA, ABOUT 140 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND
 AW0900'LANE AND THE ENTRANCE TO WASHBURN TUNNEL, 84 FEET WEST OF THE CENTER
 AW0900'LINE OF A PAVED ROAD LEADING TO THE MAINTENANCE YARD AND OFFICE AND
 AW0900'THE CONTROL BUILDING OF WASHBURN TUNNEL, 2.3 FEET NORTHEAST OF THE
 AW0900'NORTHWEST PIPE CORNER POST IN A CHAIN LINK FENCE, 2 FEET WEST OF THE
 AW0900'WEST END OF A HEDGE ROW, 2 FEET NORTH OF A CHAIN LINK FENCE, 0.5 FOOT
 AW0900'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 AW0900'DRIVE, AND IS A DISK SET ON TOP OF A 4-FOOT LENGTH OF A 5/8-INCH
 AW0900'COPPER COATED STEEL ROD 1 INCH BELOW THE SURFACE OF THE GROUND, AND
 AW0900'PROTECTED BY A 6-INCH IRON PIPE FLUSH WITH THE GROUND.
 AW0900
 AW0900                          STATION RECOVERY (1978)
 AW0900
 AW0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1986)
 AW0900
 AW0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1987)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1987)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1987)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1987)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1988)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1988)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1988)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1988)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1988)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1988)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1988)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1989)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (1995)
 AW0900
 AW0900'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0900'RECOVERED AS DESCRIBED.
 AW0900
 AW0900                          STATION RECOVERY (1999)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0900'RECOVERED IN GOOD CONDITION.
 AW0900
 AW0900                          STATION RECOVERY (2003)
 AW0900
 AW0900'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4796 ***********************************************************************
 AW4796  DESIGNATION -  P 1219
 AW4796  PID         -  AW4796
 AW4796  STATE/COUNTY-  TX/FORT BEND
 AW4796  USGS QUAD   -  RICHMOND (1980)
 AW4796
 AW4796                         *CURRENT SURVEY CONTROL
 AW4796  ___________________________________________________________________
 AW4796* NAD 83(1986)-  29 32 50.     (N)    095 48 24.     (W)     SCALED    
 AW4796* NAVD 88     -        30.484  (meters)     100.01   (feet)  ADJUSTED  
 AW4796  ___________________________________________________________________
 AW4796  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4796  DYNAMIC HT  -          30.442 (meters)      99.88  (feet)  COMP
 AW4796  MODELED GRAV-     979,263.9   (mgal)                       NAVD 88
 AW4796
 AW4796  VERT ORDER  -  FIRST     CLASS II
 AW4796
 AW4796.The horizontal coordinates were scaled from a topographic map and have
 AW4796.an estimated accuracy of +/- 6 seconds.
 AW4796
 AW4796.The orthometric height was determined by differential leveling
 AW4796.and adjusted by the National Geodetic Survey in June 1991..
 AW4796
 AW4796.The geoid height was determined by GEOID03.
 AW4796
 AW4796.The dynamic height is computed by dividing the NAVD 88
 AW4796.geopotential number by the normal gravity value computed on the
 AW4796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4796.degrees latitude (g = 980.6199 gals.).
 AW4796
 AW4796.The modeled gravity was interpolated from observed gravity values.
 AW4796
 AW4796;                    North         East    Units  Estimated Accuracy
 AW4796;SPC TXSC     - 4,194,170.      909,420.      MT  (+/- 180 meters Scaled)
 AW4796
 AW4796                          SUPERSEDED SURVEY CONTROL
 AW4796
 AW4796  NGVD 29 (12/23/87)   30.481  (m)          100.00   (f) ADJUSTED    1 2
 AW4796
 AW4796.Superseded values are not recommended for survey control.
 AW4796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4796.See file dsdata.txt to determine how the superseded data were derived.
 AW4796
 AW4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN280719(NAD 83)
 AW4796_MARKER: DB = BENCH MARK DISK
 AW4796_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4796_SP_SET: CULVERT HEADWALL
 AW4796_STAMPING: P 1219 1973
 AW4796_MARK LOGO: NGS   
 AW4796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4796+STABILITY: SURFACE MOTION
 AW4796
 AW4796  HISTORY     - Date     Condition        Report By
 AW4796  HISTORY     - 1973     MONUMENTED       NGS
 AW4796  HISTORY     - 1986     GOOD             NGS
 AW4796  HISTORY     - 1987     GOOD             USPSQD
 AW4796  HISTORY     - 1987     GOOD             USPSQD
 AW4796  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4796  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4796  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4796  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4796  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4796
 AW4796                          STATION DESCRIPTION
 AW4796
 AW4796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4796'0.65 MI S FROM ROSENBERG.
 AW4796'0.65 MILE SOUTH ALONG STATE HIGHWAY 36 (1ST STREET) FROM THE FIRST
 AW4796'BAPTIST CHURCH AT ROSENBERG, 0.1 MILE NORTH OF THE JUNCTION OF
 AW4796'SOUTHGATE DRIVE WEST, IN THE TOP AND 1.7 FEET SOUTH OF THE NORTH END
 AW4796'OF THE EAST CONCRETE HEADWALL OF A LARGE CULVERT, 24 FEET EAST OF THE
 AW4796'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 AW4796'HIGHWAY.
 AW4796
 AW4796                          STATION RECOVERY (1986)
 AW4796
 AW4796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4796'RECOVERED IN GOOD CONDITION.
 AW4796
 AW4796                          STATION RECOVERY (1987)
 AW4796
 AW4796'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW4796'RECOVERED IN GOOD CONDITION.
 AW4796
 AW4796                          STATION RECOVERY (1987)
 AW4796
 AW4796'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW4796'RECOVERED IN GOOD CONDITION.
 AW4796
 AW4796                          STATION RECOVERY (1988)
 AW4796
 AW4796'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4796'MARK NOT FOUND.
 AW4796
 AW4796                          STATION RECOVERY (1988)
 AW4796
 AW4796'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4796'MARK NOT FOUND.
 AW4796
 AW4796                          STATION RECOVERY (1989)
 AW4796
 AW4796'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4796'MARK NOT FOUND.
 AW4796
 AW4796                          STATION RECOVERY (1990)
 AW4796
 AW4796'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4796'MARK NOT FOUND.
 AW4796
 AW4796                          STATION RECOVERY (1993)
 AW4796
 AW4796'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1618 ***********************************************************************
 AX1618  DESIGNATION -  P 122
 AX1618  PID         -  AX1618
 AX1618  STATE/COUNTY-  TX/DE WITT
 AX1618  USGS QUAD   -  EDGAR (1987)
 AX1618
 AX1618                         *CURRENT SURVEY CONTROL
 AX1618  ___________________________________________________________________
 AX1618* NAD 83(1986)-  29 11 29.     (N)    097 14 14.     (W)     SCALED    
 AX1618* NAVD 88     -        89.62   (+/-2cm)     294.0    (feet)  VERTCON   
 AX1618  ___________________________________________________________________
 AX1618  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX1618
 AX1618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1618
 AX1618.The horizontal coordinates were scaled from a topographic map and have
 AX1618.an estimated accuracy of +/- 6 seconds.
 AX1618
 AX1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1618.The vertical order pertains to the NGVD 29 superseded value.
 AX1618
 AX1618.The geoid height was determined by GEOID03.
 AX1618
 AX1618;                    North         East    Units  Estimated Accuracy
 AX1618;SPC TXSC     - 4,151,800.      771,420.      MT  (+/- 180 meters Scaled)
 AX1618
 AX1618                          SUPERSEDED SURVEY CONTROL
 AX1618
 AX1618  NGVD 29 (??/??/92)   89.619  (m)          294.02   (f) ADJ UNCH    2 0
 AX1618
 AX1618.Superseded values are not recommended for survey control.
 AX1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1618.See file dsdata.txt to determine how the superseded data were derived.
 AX1618
 AX1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT713304(NAD 83)
 AX1618_MARKER: DB = BENCH MARK DISK
 AX1618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1618_SP_SET: CULVERT
 AX1618_STAMPING: P-122 1933
 AX1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1618
 AX1618  HISTORY     - Date     Condition        Report By
 AX1618  HISTORY     - 1933     MONUMENTED       CGS
 AX1618
 AX1618                          STATION DESCRIPTION
 AX1618
 AX1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1618'9.4 MI S FROM YOAKUM.
 AX1618'ALONG THE TEXAS AND NEW ORLEANS R.R. 1.0 MILE SOUTH OF EDGAR ON THE
 AX1618'NORTH END OF THE WEST HEADWALL OF 5 FT. CONCRETE ARCH CULVERT NO. 127
 AX1618'C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4147 ***********************************************************************
 AW4147  DESIGNATION -  P 1220
 AW4147  PID         -  AW4147
 AW4147  STATE/COUNTY-  TX/BRAZORIA
 AW4147  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4147
 AW4147                         *CURRENT SURVEY CONTROL
 AW4147  ___________________________________________________________________
 AW4147* NAD 83(1986)-  29 11 43.     (N)    095 40 54.     (W)     SCALED    
 AW4147* NAVD 88     -        10.84   (+/-2cm)      35.6    (feet)  VERTCON   
 AW4147  ___________________________________________________________________
 AW4147  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW4147
 AW4147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4147
 AW4147.The horizontal coordinates were scaled from a topographic map and have
 AW4147.an estimated accuracy of +/- 6 seconds.
 AW4147
 AW4147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4147.The vertical order pertains to the NGVD 29 superseded value.
 AW4147
 AW4147.The geoid height was determined by GEOID03.
 AW4147
 AW4147;                    North         East    Units  Estimated Accuracy
 AW4147;SPC TXSC     - 4,155,520.      922,640.      MT  (+/- 180 meters Scaled)
 AW4147
 AW4147                          SUPERSEDED SURVEY CONTROL
 AW4147
 AW4147  NGVD 29 (??/??/92)   10.852  (m)           35.60   (f) ADJ UNCH    2 0
 AW4147
 AW4147.Superseded values are not recommended for survey control.
 AW4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4147.See file dsdata.txt to determine how the superseded data were derived.
 AW4147
 AW4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN392325(NAD 83)
 AW4147_MARKER: DB = BENCH MARK DISK
 AW4147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4147_SP_SET: CULVERT
 AW4147_STAMPING: P 1220 1973
 AW4147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4147+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW4147
 AW4147  HISTORY     - Date     Condition        Report By
 AW4147  HISTORY     - 1973     MONUMENTED       NGS
 AW4147  HISTORY     - 1987     GOOD             USPSQD
 AW4147  HISTORY     - 1987     GOOD             USPSQD
 AW4147  HISTORY     - 1988     GOOD             USPSQD
 AW4147  HISTORY     - 1989     GOOD             USPSQD
 AW4147  HISTORY     - 19940416 GOOD             USPSQD
 AW4147  HISTORY     - 20041109 GOOD             USPSQD
 AW4147
 AW4147                          STATION DESCRIPTION
 AW4147
 AW4147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4147'4.35 MI NW FROM WEST COLUMBIA.
 AW4147'4.35 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4147'HIGHWAY 35 AT WEST COLUMBIA, 0.05 MILE NORTHWEST OF THE CROSSING OF
 AW4147'COUNTY ROAD 828, 28 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW4147'IN THE TOP AND 2.8 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 AW4147'NORTHEAST CONCRETE HEADWALL OF A DOUBLE BOX CULVERT, AND ABOUT 0.5
 AW4147'FOOT LOWER THAN THE HIGHWAY.
 AW4147
 AW4147                          STATION RECOVERY (1987)
 AW4147
 AW4147'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4147'RECOVERED IN GOOD CONDITION.
 AW4147
 AW4147                          STATION RECOVERY (1987)
 AW4147
 AW4147'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4147'RECOVERED IN GOOD CONDITION.
 AW4147
 AW4147                          STATION RECOVERY (1988)
 AW4147
 AW4147'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4147'RECOVERED IN GOOD CONDITION.
 AW4147
 AW4147                          STATION RECOVERY (1989)
 AW4147
 AW4147'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4147'RECOVERED IN GOOD CONDITION.
 AW4147
 AW4147                          STATION RECOVERY (1994)
 AW4147
 AW4147'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4147'RECOVERED IN GOOD CONDITION.
 AW4147
 AW4147                          STATION RECOVERY (2004)
 AW4147
 AW4147'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1763 ***********************************************************************
 AW1763  DESIGNATION -  P 1221
 AW1763  PID         -  AW1763
 AW1763  STATE/COUNTY-  TX/HARRIS
 AW1763  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1763
 AW1763                         *CURRENT SURVEY CONTROL
 AW1763  ___________________________________________________________________
 AW1763* NAD 83(1986)-  29 51 56.     (N)    095 30 43.     (W)     SCALED    
 AW1763* NAVD 88     -        27.297  (meters)      89.56   (feet)  ADJUSTED  
 AW1763  ___________________________________________________________________
 AW1763  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW1763  DYNAMIC HT  -          27.260 (meters)      89.44  (feet)  COMP
 AW1763  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 AW1763
 AW1763  VERT ORDER  -  FIRST     CLASS II
 AW1763
 AW1763.The horizontal coordinates were scaled from a topographic map and have
 AW1763.an estimated accuracy of +/- 6 seconds.
 AW1763
 AW1763.The orthometric height was determined by differential leveling
 AW1763.and adjusted by the National Geodetic Survey in June 1991..
 AW1763
 AW1763.The geoid height was determined by GEOID03.
 AW1763
 AW1763.The dynamic height is computed by dividing the NAVD 88
 AW1763.geopotential number by the normal gravity value computed on the
 AW1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1763.degrees latitude (g = 980.6199 gals.).
 AW1763
 AW1763.The modeled gravity was interpolated from observed gravity values.
 AW1763
 AW1763;                    North         East    Units  Estimated Accuracy
 AW1763;SPC TXSC     - 4,230,250.      936,920.      MT  (+/- 180 meters Scaled)
 AW1763
 AW1763                          SUPERSEDED SURVEY CONTROL
 AW1763
 AW1763  NGVD 29 (12/23/87)   27.291  (m)           89.54   (f) ADJUSTED    1 2
 AW1763
 AW1763.Superseded values are not recommended for survey control.
 AW1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1763.See file dsdata.txt to determine how the superseded data were derived.
 AW1763
 AW1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP573065(NAD 83)
 AW1763_MARKER: DB = BENCH MARK DISK
 AW1763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW1763+WITH SETTING: INFORMATION.
 AW1763_SP_SET: SHALLOW-SET METAL ROD
 AW1763_STAMPING: P 1221 1973
 AW1763_MARK LOGO: NGS   
 AW1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1763
 AW1763  HISTORY     - Date     Condition        Report By
 AW1763  HISTORY     - 1973     MONUMENTED       NGS
 AW1763  HISTORY     - 1978     GOOD             NGS
 AW1763  HISTORY     - 1986     GOOD             NGS
 AW1763  HISTORY     - 19960615 GOOD             USPSQD
 AW1763  HISTORY     - 20051014 MARK NOT FOUND   USPSQD
 AW1763
 AW1763                          STATION DESCRIPTION
 AW1763
 AW1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1763'2.75 MI NE FROM FAIRBANKS.
 AW1763'ABOUT 0.9 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1763'FAIRBANKS, THENCE 0.4 MILE NORTH ALONG KAISER ST., THENCE 0.7 MILE
 AW1763'NORTHWEST ALONG FAIRBANKS NORTH HOUSTON RD., THENCE 0.75 MILE EAST
 AW1763'ALONG WEST LITTLE YORK RD., ABOUT 48 1/2 FEET NORTH OF THE CENTER LINE
 AW1763'OF WEST LITTLE YORK RD., 49.4 FEET EAST OF THE CENTER LINE OF A
 AW1763'PRIVATE DRIVE LEADING NORTH, 3.2 FEET SOUTHEAST OF A FENCE CORNER
 AW1763'POST, 2.1 FEET EAST OF A POWER POLE SUPPORTING A TRANSFORMER, 2.4 FEET
 AW1763'SOUTH OF A FENCE, 0.8 FOOT WEST OF A METAL WITNESS POST, 1 FOOT BELOW
 AW1763'THE LEVEL OF THE ROAD, AND IS A DISK SET ON TOP OF A 4-FOOT LENGTH OF
 AW1763'5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE
 AW1763'FLUSH WITH THE GROUND.
 AW1763
 AW1763                          STATION RECOVERY (1978)
 AW1763
 AW1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1763'RECOVERED IN GOOD CONDITION.
 AW1763
 AW1763                          STATION RECOVERY (1986)
 AW1763
 AW1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1763'RECOVERED IN GOOD CONDITION.
 AW1763
 AW1763                          STATION RECOVERY (1996)
 AW1763
 AW1763'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1763'RECOVERED IN GOOD CONDITION.
 AW1763
 AW1763                          STATION RECOVERY (2005)
 AW1763
 AW1763'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1763'STREET HAS BEEN WIDDENED HERE. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0684 ***********************************************************************
 BM0684  DESIGNATION -  P 1222
 BM0684  PID         -  BM0684
 BM0684  STATE/COUNTY-  TX/TRAVIS
 BM0684  USGS QUAD   -  OAK HILL (1988)
 BM0684
 BM0684                         *CURRENT SURVEY CONTROL
 BM0684  ___________________________________________________________________
 BM0684* NAD 83(1986)-  30 13 40.     (N)    097 46 36.     (W)     SCALED    
 BM0684* NAVD 88     -       204.017  (meters)     669.35   (feet)  ADJUSTED  
 BM0684  ___________________________________________________________________
 BM0684  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BM0684  DYNAMIC HT  -         203.737 (meters)     668.43  (feet)  COMP
 BM0684  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 BM0684
 BM0684  VERT ORDER  -  FIRST     CLASS I
 BM0684
 BM0684.The horizontal coordinates were scaled from a topographic map and have
 BM0684.an estimated accuracy of +/- 6 seconds.
 BM0684
 BM0684.The orthometric height was determined by differential leveling
 BM0684.and adjusted by the National Geodetic Survey in June 1991..
 BM0684
 BM0684.The geoid height was determined by GEOID03.
 BM0684
 BM0684.The dynamic height is computed by dividing the NAVD 88
 BM0684.geopotential number by the normal gravity value computed on the
 BM0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0684.degrees latitude (g = 980.6199 gals.).
 BM0684
 BM0684.The modeled gravity was interpolated from observed gravity values.
 BM0684
 BM0684;                    North         East    Units  Estimated Accuracy
 BM0684;SPC TX C     - 3,065,030.      946,090.      MT  (+/- 180 meters Scaled)
 BM0684
 BM0684                          SUPERSEDED SURVEY CONTROL
 BM0684
 BM0684  NGVD 29 (??/??/92)  203.940  (m)          669.09   (f) ADJ UNCH    1 1
 BM0684
 BM0684.Superseded values are not recommended for survey control.
 BM0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0684.See file dsdata.txt to determine how the superseded data were derived.
 BM0684
 BM0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU177446(NAD 83)
 BM0684_MARKER: DB = BENCH MARK DISK
 BM0684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0684_SP_SET: BANNISTER
 BM0684_STAMPING: P 1222 1973
 BM0684_MARK LOGO: NGS   
 BM0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0684
 BM0684  HISTORY     - Date     Condition        Report By
 BM0684  HISTORY     - 1973     MONUMENTED       NGS
 BM0684  HISTORY     - 1978     GOOD             NGS
 BM0684  HISTORY     - 1980     GOOD             NGS
 BM0684  HISTORY     - 1990     GOOD             USPSQD
 BM0684  HISTORY     - 19910401 GOOD             USPSQD
 BM0684  HISTORY     - 19910719 GOOD             USPSQD
 BM0684  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0684  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 BM0684
 BM0684                          STATION DESCRIPTION
 BM0684
 BM0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0684'1.25 MI SE FROM AUSTIN.
 BM0684'ABOUT 1.25 MILES SOUTHEAST ALONG THE U.S. HIGHWAY 290 AND STATE
 BM0684'HIGHWAY 71 FROM THE INTERSECTION OF THE HIGHWAYS LOOP 360 AND 343 AT
 BM0684'AUSTIN, AT A HIGHWAY OVERPASS OVER THE MISSOURI PACIFIC RAILROAD, 27.5
 BM0684'FEET NORTH OF THE CENTER LINE OF THE WEST BOUND LANE OF THE HIGHWAY,
 BM0684'7.0 FEET EAST OF THE WEST END OF THE NORTH CONCRETE BANNISTER OF THE
 BM0684'NORTH OVERPASS, AT THE WEST END OF A PIPE RAILING SET IN TOP OF THE
 BM0684'CONCRETE BANNISTER.  NOTE-- SPUR DOWNHILL TO TRACK AND 0.2 MILES NORTH
 BM0684'ALONG THE MISSOURI PACIFIC RAILROAD TO THE BENCH MARK U 328. SEE NEXT
 BM0684'CARD.  ABOUT 2.0 FEET ABOVE THE HIGHWAY.
 BM0684
 BM0684                          STATION RECOVERY (1978)
 BM0684
 BM0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0684'RECOVERED IN GOOD CONDITION.
 BM0684
 BM0684                          STATION RECOVERY (1980)
 BM0684
 BM0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0684'RECOVERED IN GOOD CONDITION.
 BM0684
 BM0684                          STATION RECOVERY (1990)
 BM0684
 BM0684'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0684'RECOVERED IN GOOD CONDITION.
 BM0684
 BM0684                          STATION RECOVERY (1991)
 BM0684
 BM0684'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0684'RECOVERED IN GOOD CONDITION.
 BM0684
 BM0684                          STATION RECOVERY (1991)
 BM0684
 BM0684'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0684'RECOVERED IN GOOD CONDITION.
 BM0684
 BM0684                          STATION RECOVERY (1995)
 BM0684
 BM0684'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0684'MARK NOT FOUND.
 BM0684
 BM0684                          STATION RECOVERY (2003)
 BM0684
 BM0684'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0684'EXTENSIVE WORK WAS DONE ON THIS OVERPASS DURING THE RECONSTRUCTION OF
 BM0684'U.S. 290.  CONCRETE BANISTERS HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0028 ***********************************************************************
 AX0028  DESIGNATION -  P 1223
 AX0028  PID         -  AX0028
 AX0028  STATE/COUNTY-  TX/AUSTIN
 AX0028  USGS QUAD   -  SEALY (1981)
 AX0028
 AX0028                         *CURRENT SURVEY CONTROL
 AX0028  ___________________________________________________________________
 AX0028* NAD 83(1986)-  29 48 58.     (N)    096 14 45.     (W)     SCALED    
 AX0028* NAVD 88     -        70.096  (meters)     229.97   (feet)  ADJUSTED  
 AX0028  ___________________________________________________________________
 AX0028  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0028  DYNAMIC HT  -          69.999 (meters)     229.66  (feet)  COMP
 AX0028  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 AX0028  OBS GRAVITY -     979,268.3   (mgal)                       GRAV_OBS
 AX0028
 AX0028  VERT ORDER  -  FIRST     CLASS I
 AX0028
 AX0028.The horizontal coordinates were scaled from a topographic map and have
 AX0028.an estimated accuracy of +/- 6 seconds.
 AX0028
 AX0028.The orthometric height was determined by differential leveling
 AX0028.and adjusted by the National Geodetic Survey in June 1991..
 AX0028
 AX0028.The geoid height was determined by GEOID03.
 AX0028
 AX0028.The dynamic height is computed by dividing the NAVD 88
 AX0028.geopotential number by the normal gravity value computed on the
 AX0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0028.degrees latitude (g = 980.6199 gals.).
 AX0028
 AX0028.The modeled gravity was interpolated from observed gravity values.
 AX0028.The observed gravity was obtained from relative gravimeter ties
 AX0028.to the IGSN71 gravity network.
 AX0028
 AX0028;                    North         East    Units  Estimated Accuracy
 AX0028;SPC TXSC     - 4,222,880.      866,180.      MT  (+/- 180 meters Scaled)
 AX0028
 AX0028                          SUPERSEDED SURVEY CONTROL
 AX0028
 AX0028  NGVD 29 (12/23/87)   70.070  (m)          229.89   (f) ADJUSTED    1 1
 AX0028
 AX0028.Superseded values are not recommended for survey control.
 AX0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0028.See file dsdata.txt to determine how the superseded data were derived.
 AX0028
 AX0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU661015(NAD 83)
 AX0028_MARKER: DB = BENCH MARK DISK
 AX0028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0028_SP_SET: CULVERT
 AX0028_STAMPING: P 1223 1973
 AX0028_MARK LOGO: NGS   
 AX0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0028+STABILITY: SURFACE MOTION
 AX0028
 AX0028  HISTORY     - Date     Condition        Report By
 AX0028  HISTORY     - 1973     MONUMENTED       NGS
 AX0028  HISTORY     - 1976     GOOD             NGS
 AX0028  HISTORY     - 1976     GOOD             NGS
 AX0028  HISTORY     - 1978     GOOD             NGS
 AX0028  HISTORY     - 1986     GOOD             NGS
 AX0028  HISTORY     - 19991017 GOOD             USPSQD
 AX0028
 AX0028                          STATION DESCRIPTION
 AX0028
 AX0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0028'5.8 MI NW FROM SEALY.
 AX0028'5.8 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0028'CROSSING OF STATE HIGHWAY 36 AT SEALY, ALSO 5.2 MILES SOUTHEAST OF CAT
 AX0028'SPRING, 0.1 MILE SOUTHEAST OF THE CROSSING OF KLOSS ROAD, IN THE TOP
 AX0028'AND 1.1 FEET SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 AX0028'HEADWALL OF A BOX CULVERT, 9.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 AX0028'AND ABOUT 2 FEET LOWER THAN THE TRACK.
 AX0028
 AX0028                          STATION RECOVERY (1976)
 AX0028
 AX0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0028'RECOVERED IN GOOD CONDITION.
 AX0028
 AX0028                          STATION RECOVERY (1976)
 AX0028
 AX0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0028'RECOVERED IN GOOD CONDITION.
 AX0028
 AX0028                          STATION RECOVERY (1978)
 AX0028
 AX0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0028'RECOVERED IN GOOD CONDITION.
 AX0028
 AX0028                          STATION RECOVERY (1986)
 AX0028
 AX0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0028'RECOVERED IN GOOD CONDITION.
 AX0028
 AX0028                          STATION RECOVERY (1999)
 AX0028
 AX0028'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0460 ***********************************************************************
 BM0460  DESIGNATION -  P 1224
 BM0460  PID         -  BM0460
 BM0460  STATE/COUNTY-  TX/BASTROP
 BM0460  USGS QUAD   -  SMITHVILLE (1982)
 BM0460
 BM0460                         *CURRENT SURVEY CONTROL
 BM0460  ___________________________________________________________________
 BM0460* NAD 83(1986)-  30 01 16.     (N)    097 11 02.     (W)     SCALED    
 BM0460* NAVD 88     -       102.769  (meters)     337.17   (feet)  ADJUSTED  
 BM0460  ___________________________________________________________________
 BM0460  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BM0460  DYNAMIC HT  -         102.630 (meters)     336.71  (feet)  COMP
 BM0460  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 BM0460
 BM0460  VERT ORDER  -  FIRST     CLASS I
 BM0460
 BM0460.The horizontal coordinates were scaled from a topographic map and have
 BM0460.an estimated accuracy of +/- 6 seconds.
 BM0460
 BM0460.The orthometric height was determined by differential leveling
 BM0460.and adjusted by the National Geodetic Survey in June 1991..
 BM0460
 BM0460.The geoid height was determined by GEOID03.
 BM0460
 BM0460.The dynamic height is computed by dividing the NAVD 88
 BM0460.geopotential number by the normal gravity value computed on the
 BM0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0460.degrees latitude (g = 980.6199 gals.).
 BM0460
 BM0460.The modeled gravity was interpolated from observed gravity values.
 BM0460
 BM0460;                    North         East    Units  Estimated Accuracy
 BM0460;SPC TX C     - 3,043,590.    1,003,780.      MT  (+/- 180 meters Scaled)
 BM0460
 BM0460                          SUPERSEDED SURVEY CONTROL
 BM0460
 BM0460  NGVD 29 (??/??/92)  102.717  (m)          337.00   (f) ADJ UNCH    1 1
 BM0460
 BM0460.Superseded values are not recommended for survey control.
 BM0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0460.See file dsdata.txt to determine how the superseded data were derived.
 BM0460
 BM0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU751225(NAD 83)
 BM0460_MARKER: DB = BENCH MARK DISK
 BM0460_SETTING: 66 = SET IN ROCK OUTCROP
 BM0460_SP_SET: OUTCROP
 BM0460_STAMPING: P 1224 1973
 BM0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0460+STABILITY: POSITION/ELEVATION WELL
 BM0460
 BM0460  HISTORY     - Date     Condition        Report By
 BM0460  HISTORY     - 1973     MONUMENTED       NGS
 BM0460  HISTORY     - 1978     GOOD             NGS
 BM0460  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0460
 BM0460                          STATION DESCRIPTION
 BM0460
 BM0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0460'1.5 MI NW FROM SMITHVILLE.
 BM0460'1.5 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 BM0460'CROSSING OF STATE HIGHWAY 95 AT SMITHVILLE, 0.5 MILE SOUTHEAST OF MILE
 BM0460'POLE 967, 0.05 MILE NORTHWEST OF THE CROSSING OF A PRIVATE ROAD, IN
 BM0460'THE TOP OF A 8- BY 15-FOOT OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE
 BM0460'THE GROUND, 153.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 58 1/2 FEET
 BM0460'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 41.9 FEET
 BM0460'NORTH-NORTHWEST OF BENCH MARK DISK R 1224, 122 FEET SOUTH-SOUTHWEST OF
 BM0460'TELEPHONE POLE 1995, 199 1/2 FEET WEST OF THE NORTHWEST END OF A METAL
 BM0460'GATE ACROSS THE ROAD, 111.0 FEET SOUTHWEST OF A FENCE, 124.8 FEET
 BM0460'WEST-SOUTHWEST OF A WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE
 BM0460'TRACK.
 BM0460
 BM0460                          STATION RECOVERY (1978)
 BM0460
 BM0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0460'RECOVERED IN GOOD CONDITION.
 BM0460
 BM0460                          STATION RECOVERY (1999)
 BM0460
 BM0460'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0526 ***********************************************************************
 BM0526  DESIGNATION -  P 1225
 BM0526  PID         -  BM0526
 BM0526  STATE/COUNTY-  TX/BASTROP
 BM0526  USGS QUAD   -  BASTROP SW (1982)
 BM0526
 BM0526                         *CURRENT SURVEY CONTROL
 BM0526  ___________________________________________________________________
 BM0526* NAD 83(1986)-  30 06 38.     (N)    097 24 10.     (W)     SCALED    
 BM0526* NAVD 88     -       141.072  (meters)     462.83   (feet)  ADJUSTED  
 BM0526  ___________________________________________________________________
 BM0526  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0526  DYNAMIC HT  -         140.880 (meters)     462.20  (feet)  COMP
 BM0526  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 BM0526
 BM0526  VERT ORDER  -  FIRST     CLASS I
 BM0526
 BM0526.The horizontal coordinates were scaled from a topographic map and have
 BM0526.an estimated accuracy of +/- 6 seconds.
 BM0526
 BM0526.The orthometric height was determined by differential leveling
 BM0526.and adjusted by the National Geodetic Survey in June 1991..
 BM0526
 BM0526.The geoid height was determined by GEOID03.
 BM0526
 BM0526.The dynamic height is computed by dividing the NAVD 88
 BM0526.geopotential number by the normal gravity value computed on the
 BM0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0526.degrees latitude (g = 980.6199 gals.).
 BM0526
 BM0526.The modeled gravity was interpolated from observed gravity values.
 BM0526
 BM0526;                    North         East    Units  Estimated Accuracy
 BM0526;SPC TX C     - 3,052,930.      982,410.      MT  (+/- 180 meters Scaled)
 BM0526
 BM0526                          SUPERSEDED SURVEY CONTROL
 BM0526
 BM0526  NGVD 29 (??/??/92)  141.011  (m)          462.63   (f) ADJ UNCH    1 1
 BM0526
 BM0526.Superseded values are not recommended for survey control.
 BM0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0526.See file dsdata.txt to determine how the superseded data were derived.
 BM0526
 BM0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU538321(NAD 83)
 BM0526_MARKER: DB = BENCH MARK DISK
 BM0526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0526_SP_SET: 31.5 FT
 BM0526_STAMPING: P 1225 1973
 BM0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0526
 BM0526  HISTORY     - Date     Condition        Report By
 BM0526  HISTORY     - 1973     MONUMENTED       NGS
 BM0526  HISTORY     - 1978     GOOD             NGS
 BM0526  HISTORY     - 1989     GOOD             USPSQD
 BM0526  HISTORY     - 1990     GOOD             USPSQD
 BM0526  HISTORY     - 1991     GOOD             USPSQD
 BM0526  HISTORY     - 19951226 GOOD             USPSQD
 BM0526  HISTORY     - 20041120 GOOD             USPSQD
 BM0526
 BM0526                          STATION DESCRIPTION
 BM0526
 BM0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0526'5.15 MI W FROM BASTROP.
 BM0526'ABOUT 0.30 MILES SOUTH ALONG PECAN STREET FROM THE COUNTY COURTHOUSE
 BM0526'AT BASTROP, THENCE 4.85 MILES WEST ALONG STATE HIGHWAY 71, 115.0 FEET
 BM0526'SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF THE HIGHWAY, 45.0 FEET
 BM0526'SOUTH OF THE CENTER LINE OF AN OLD HIGHWAY GRADE, 12.5 FEET EAST OF A
 BM0526'POWER POLE 30 AND BRACED BY A GUY WIRE, 14.0 FEET EAST OF THE EAST END
 BM0526'OF A CHAIN LINK FENCE, 9.5 FEET SOUTH OF A 12-INCH OAK TREE ON HIGHWAY
 BM0526'R.O.W., 1.5 FEET NORTH OF A FENCE, 0.85 MILES EAST OF THE BENCH MARK N
 BM0526'1225, 0.5 FEET SOUTH OF A METAL WITNESS POST AND ABOUT 3.0 FEET ABOVE
 BM0526'THE HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH
 BM0526'WITH THE GROUND PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 1-INCH.
 BM0526'THE ROD WAS DRIVEN TO A REFUSAL OF 31 1/2 FEET.
 BM0526
 BM0526                          STATION RECOVERY (1978)
 BM0526
 BM0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0526'RECOVERED IN GOOD CONDITION.
 BM0526
 BM0526                          STATION RECOVERY (1989)
 BM0526
 BM0526'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0526'RECOVERED IN GOOD CONDITION.
 BM0526
 BM0526                          STATION RECOVERY (1990)
 BM0526
 BM0526'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0526'RECOVERED IN GOOD CONDITION.
 BM0526
 BM0526                          STATION RECOVERY (1991)
 BM0526
 BM0526'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0526'RECOVERED IN GOOD CONDITION.
 BM0526
 BM0526                          STATION RECOVERY (1995)
 BM0526
 BM0526'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0526'RECOVERED IN GOOD CONDITION.
 BM0526
 BM0526                          STATION RECOVERY (2004)
 BM0526
 BM0526'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVS)
 BM0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1324 ***********************************************************************
 AW1324  DESIGNATION -  P 1226
 AW1324  PID         -  AW1324
 AW1324  STATE/COUNTY-  TX/GALVESTON
 AW1324  USGS QUAD   -  TEXAS CITY (1994)
 AW1324
 AW1324                         *CURRENT SURVEY CONTROL
 AW1324  ___________________________________________________________________
 AW1324* NAD 83(1986)-  29 24 59.     (N)    094 53 43.     (W)     SCALED    
 AW1324* NAVD 88     -         2.480  (meters)       8.14   (feet)  ADJUSTED  
 AW1324  ___________________________________________________________________
 AW1324  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1324  DYNAMIC HT  -           2.476 (meters)       8.12  (feet)  COMP
 AW1324  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 AW1324
 AW1324  VERT ORDER  -  FIRST     CLASS I
 AW1324
 AW1324.The horizontal coordinates were scaled from a topographic map and have
 AW1324.an estimated accuracy of +/- 6 seconds.
 AW1324
 AW1324.The orthometric height was determined by differential leveling
 AW1324.and adjusted by the National Geodetic Survey in June 1991..
 AW1324
 AW1324.The geoid height was determined by GEOID03.
 AW1324
 AW1324.The dynamic height is computed by dividing the NAVD 88
 AW1324.geopotential number by the normal gravity value computed on the
 AW1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1324.degrees latitude (g = 980.6199 gals.).
 AW1324
 AW1324.The modeled gravity was interpolated from observed gravity values.
 AW1324
 AW1324;                    North         East    Units  Estimated Accuracy
 AW1324;SPC TXSC     - 4,182,430.      998,210.      MT  (+/- 180 meters Scaled)
 AW1324
 AW1324                          SUPERSEDED SURVEY CONTROL
 AW1324
 AW1324  NGVD 29 (12/23/87)    2.476  (m)            8.12   (f) ADJUSTED    1 1
 AW1324
 AW1324.Superseded values are not recommended for survey control.
 AW1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1324.See file dsdata.txt to determine how the superseded data were derived.
 AW1324
 AW1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN161556(NAD 83)
 AW1324_MARKER: DB = BENCH MARK DISK
 AW1324_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1324_SP_SET: COPPER-CLAD STEEL ROD
 AW1324_STAMPING: P 1226 1976
 AW1324_MARK LOGO: NGS   
 AW1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1324
 AW1324  HISTORY     - Date     Condition        Report By
 AW1324  HISTORY     - 1976     MONUMENTED       NGS
 AW1324  HISTORY     - 1978     GOOD             NGS
 AW1324  HISTORY     - 1986     GOOD             NGS
 AW1324  HISTORY     - 1990     GOOD             USPSQD
 AW1324  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW1324  HISTORY     - 20040129 MARK NOT FOUND   USPSQD
 AW1324  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 AW1324
 AW1324                          STATION DESCRIPTION
 AW1324
 AW1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1324'2.65 MI NE FROM TEXAS CITY.
 AW1324'1.35 MILES NORTH ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE AT
 AW1324'TEXAS CITY, THENCE 0.55 MILE EAST ALONG 25TH AVENUE NORTH, THENCE 0.65
 AW1324'MILE NORTH ALONG BAY STREET TO SEWAGE WASTE TREATMENT PLANT NO. 1,
 AW1324'THENCE 0.1 MILE WEST THROUGH PLANT TO THE SW CORNER OF A CHAIN LINK
 AW1324'FENCE AROUND PLANT, 113 FEET WEST OF THE COMPACTION SITE, 56 FEET SSW
 AW1324'OF THE SW CORNER OF A DRYING BED, 2.8 FEET EAST OF A CHAIN LINK FENCE,
 AW1324'4 FEET NORTH OF THE CHAIN LINK FENCE.  THE ROD WAS DRIVEN TO GRADUAL
 AW1324'REFUSAL.
 AW1324
 AW1324                          STATION RECOVERY (1978)
 AW1324
 AW1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1324'ABOUT 1.4 MILES NORTH ALONG LOOP 197 (6TH STREET) FROM THE POST
 AW1324'OFFICE IN TEXAS CITY, THENCE 0.6 MILE EAST ALONG 25TH AVENUE NORTH,
 AW1324'AND THENCE 0.6 MILE NORTH ALONG BAY STREET.  IN THE SOUTHWEST CORNER
 AW1324'OF CHAIN LINK FENCE AROUND SEWAGE PLANT NUMBER 1, 411 FEET WEST OF
 AW1324'THE CENTERLINE OF THE ROAD, AND 123 FEET WEST-SOUTHWEST OF SMALL
 AW1324'BUILDING WITH SIGN OBSERVATION WELL WATER LEVEL RECORDER UNITED
 AW1324'STATES GEOLOGICAL SURVEY.
 AW1324
 AW1324                          STATION RECOVERY (1986)
 AW1324
 AW1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1324'RECOVERED IN GOOD CONDITION.
 AW1324
 AW1324                          STATION RECOVERY (1990)
 AW1324
 AW1324'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1324'RECOVERED IN GOOD CONDITION.
 AW1324
 AW1324                          STATION RECOVERY (1999)
 AW1324
 AW1324'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1324'MARK NOT FOUND.
 AW1324
 AW1324                          STATION RECOVERY (2004)
 AW1324
 AW1324'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1324'MARK NOT FOUND.
 AW1324
 AW1324                          STATION RECOVERY (2005)
 AW1324
 AW1324'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0659 ***********************************************************************
 AN0659  DESIGNATION -  P 123
 AN0659  PID         -  AN0659
 AN0659  STATE/COUNTY-  TX/VICTORIA
 AN0659  USGS QUAD   -  VICTORIA WEST (1987)
 AN0659
 AN0659                         *CURRENT SURVEY CONTROL
 AN0659  ___________________________________________________________________
 AN0659* NAD 83(1986)-  28 47 54.     (N)    097 00 14.     (W)     SCALED    
 AN0659* NAVD 88     -        26.43   (+/-2cm)      86.7    (feet)  VERTCON   
 AN0659  ___________________________________________________________________
 AN0659  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0659
 AN0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0659
 AN0659.The horizontal coordinates were scaled from a topographic map and have
 AN0659.an estimated accuracy of +/- 6 seconds.
 AN0659
 AN0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0659.The vertical order pertains to the NGVD 29 superseded value.
 AN0659
 AN0659.The geoid height was determined by GEOID03.
 AN0659
 AN0659;                    North         East    Units  Estimated Accuracy
 AN0659;SPC TXSC     - 4,108,610.      794,850.      MT  (+/- 180 meters Scaled)
 AN0659
 AN0659                          SUPERSEDED SURVEY CONTROL
 AN0659
 AN0659  NGVD 29 (??/??/92)   26.511  (m)           86.98   (f) ADJ UNCH    2 0
 AN0659
 AN0659.Superseded values are not recommended for survey control.
 AN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0659.See file dsdata.txt to determine how the superseded data were derived.
 AN0659
 AN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS948872(NAD 83)
 AN0659_MARKER: DB = BENCH MARK DISK
 AN0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0659_SP_SET: FLAGPOLE
 AN0659_STAMPING: P 123 1933
 AN0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0659
 AN0659  HISTORY     - Date     Condition        Report By
 AN0659  HISTORY     - 1933     MONUMENTED       CGS
 AN0659  HISTORY     - 1943     GOOD             NGS
 AN0659  HISTORY     - 1990     GOOD             USPSQD
 AN0659
 AN0659                          STATION DESCRIPTION
 AN0659
 AN0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0659'IN VICTORIA.
 AN0659'AT VICTORIA, VICTORIA COUNTY, AT THE POST OFFICE, 5 FEET NORTH OF THE
 AN0659'EAST-AND-WEST WALK, 4 FEET WEST OF THE NORTH-AND-SOUTH WALK, AND IN
 AN0659'THE TOP OF THE NORTH SIDE OF THE CONCRETE BASE OF A FLAGPOLE.  A
 AN0659'STANDARD DISK, STAMPED P 123 1933.
 AN0659
 AN0659                          STATION RECOVERY (1990)
 AN0659
 AN0659'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0722 ***********************************************************************
 CD0722  DESIGNATION -  P 1235
 CD0722  PID         -  CD0722
 CD0722  STATE/COUNTY-  TX/CULBERSON
 CD0722  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0722
 CD0722                         *CURRENT SURVEY CONTROL
 CD0722  ___________________________________________________________________
 CD0722* NAD 83(1986)-  31 53 48.     (N)    104 46 33.     (W)     SCALED    
 CD0722* NAVD 88     -      1584.862  (meters)    5199.67   (feet)  ADJUSTED  
 CD0722  ___________________________________________________________________
 CD0722  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0722  DYNAMIC HT  -        1582.383 (meters)    5191.53  (feet)  COMP
 CD0722  MODELED GRAV-     979,018.5   (mgal)                       NAVD 88
 CD0722
 CD0722  VERT ORDER  -  FIRST     CLASS I
 CD0722
 CD0722.The horizontal coordinates were scaled from a topographic map and have
 CD0722.an estimated accuracy of +/- 6 seconds.
 CD0722
 CD0722.The orthometric height was determined by differential leveling
 CD0722.and adjusted by the National Geodetic Survey in June 1991..
 CD0722
 CD0722.The geoid height was determined by GEOID03.
 CD0722
 CD0722.The dynamic height is computed by dividing the NAVD 88
 CD0722.geopotential number by the normal gravity value computed on the
 CD0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0722.degrees latitude (g = 980.6199 gals.).
 CD0722
 CD0722.The modeled gravity was interpolated from observed gravity values.
 CD0722
 CD0722;                    North         East    Units  Estimated Accuracy
 CD0722;SPC TX C     - 3,255,610.      279,850.      MT  (+/- 180 meters Scaled)
 CD0722
 CD0722                          SUPERSEDED SURVEY CONTROL
 CD0722
 CD0722  NGVD 29 (??/??/92) 1584.237  (m)         5197.62   (f) ADJ UNCH    1 1
 CD0722
 CD0722.Superseded values are not recommended for survey control.
 CD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0722.See file dsdata.txt to determine how the superseded data were derived.
 CD0722
 CD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER211290(NAD 83)
 CD0722_MARKER: DB = BENCH MARK DISK
 CD0722_SETTING: 80 = SET IN A BOULDER
 CD0722_SP_SET: BOULDER
 CD0722_STAMPING: P 1235 1977
 CD0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0722+STABILITY: SURFACE MOTION
 CD0722
 CD0722  HISTORY     - Date     Condition        Report By
 CD0722  HISTORY     - 1977     MONUMENTED       NGS
 CD0722
 CD0722                          STATION DESCRIPTION
 CD0722
 CD0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0722'2.4 MI NE FROM PINE SPRINGS.
 CD0722'0.15 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0722'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 2.25 MILES
 CD0722'NORTHEAST, THROUGH A STEEL GATE, ALONG A ROCKY ROAD (OLD HIGHWAY 62),
 CD0722'AT THE CROSSING OF A SOUTHEAST-NORTHWEST FENCE WITH A GATE,
 CD0722'SET IN TOP OF AN EMBEDDED BOULDER, 108.5 FT. SOUTH-SOUTHEAST OF THE
 CD0722'CENTER OF THE GATE, 51.5 FT. EAST-NORTHEAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0747 ***********************************************************************
 CD0747  DESIGNATION -  P 1236
 CD0747  PID         -  CD0747
 CD0747  STATE/COUNTY-  TX/HUDSPETH
 CD0747  USGS QUAD   -  MICKEY DRAW WEST (1984)
 CD0747
 CD0747                         *CURRENT SURVEY CONTROL
 CD0747  ___________________________________________________________________
 CD0747* NAD 83(1986)-  31 45 38.     (N)    105 22 05.     (W)     SCALED    
 CD0747* NAVD 88     -      1269.403  (meters)    4164.70   (feet)  ADJUSTED  
 CD0747  ___________________________________________________________________
 CD0747  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0747  DYNAMIC HT  -        1267.495 (meters)    4158.44  (feet)  COMP
 CD0747  MODELED GRAV-     979,092.1   (mgal)                       NAVD 88
 CD0747
 CD0747  VERT ORDER  -  FIRST     CLASS I
 CD0747
 CD0747.The horizontal coordinates were scaled from a topographic map and have
 CD0747.an estimated accuracy of +/- 6 seconds.
 CD0747
 CD0747.The orthometric height was determined by differential leveling
 CD0747.and adjusted by the National Geodetic Survey in June 1991..
 CD0747
 CD0747.The geoid height was determined by GEOID03.
 CD0747
 CD0747.The dynamic height is computed by dividing the NAVD 88
 CD0747.geopotential number by the normal gravity value computed on the
 CD0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0747.degrees latitude (g = 980.6199 gals.).
 CD0747
 CD0747.The modeled gravity was interpolated from observed gravity values.
 CD0747
 CD0747;                    North         East    Units  Estimated Accuracy
 CD0747;SPC TX C     - 3,242,920.      223,200.      MT  (+/- 180 meters Scaled)
 CD0747
 CD0747                          SUPERSEDED SURVEY CONTROL
 CD0747
 CD0747  NGVD 29 (??/??/92) 1268.864  (m)         4162.93   (f) ADJ UNCH    1 1
 CD0747
 CD0747.Superseded values are not recommended for survey control.
 CD0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0747.See file dsdata.txt to determine how the superseded data were derived.
 CD0747
 CD0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR651139(NAD 83)
 CD0747_MARKER: DB = BENCH MARK DISK
 CD0747_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0747_SP_SET: 11 FT
 CD0747_STAMPING: P 1236 1977
 CD0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0747
 CD0747  HISTORY     - Date     Condition        Report By
 CD0747  HISTORY     - 1977     MONUMENTED       NGS
 CD0747
 CD0747                          STATION DESCRIPTION
 CD0747
 CD0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0747'40.8 MI SW FROM PINE SPRINGS.
 CD0747'40.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0747'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, AT THE JUNCTION OF RANCH
 CD0747'ROAD 1111, 349 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 271 FT.
 CD0747'EAST OF THE CENTER LINE OF THE ROAD, 222 FT. SOUTHWEST OF THE
 CD0747'SOUTHWEST CORNER OF THE DESERT INN CAFE, 56 FT. NORTH OF THE NORTH
 CD0747'FACE OF THE WEST ONE OF TWO LARGE GAS TANKS, 41 FT. NORTH OF A
 CD0747'PRIVATE GRAVEL ROAD, 2 FT. SOUTH OF A POWER LINE GUY POLE WITH
 CD0747'ONE GUY WIRE, DISK IS 0.5 FT. BELOW GROUND LEVEL ACCESS TO WHICH IS
 CD0747'HAD THROUGH A 4-INCH PLASTIC SCREW CAP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0453 ***********************************************************************
 AW0453  DESIGNATION -  P 1237
 AW0453  PID         -  AW0453
 AW0453  STATE/COUNTY-  TX/GALVESTON
 AW0453  USGS QUAD   -  GALVESTON (1994)
 AW0453
 AW0453                         *CURRENT SURVEY CONTROL
 AW0453  ___________________________________________________________________
 AW0453* NAD 83(1986)-  29 20 13.     (N)    094 46 39.     (W)     SCALED    
 AW0453* NAVD 88     -         2.144  (meters)       7.03   (feet)  ADJUSTED  
 AW0453  ___________________________________________________________________
 AW0453  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0453  DYNAMIC HT  -           2.141 (meters)       7.02  (feet)  COMP
 AW0453  MODELED GRAV-     979,265.9   (mgal)                       NAVD 88
 AW0453
 AW0453  VERT ORDER  -  FIRST     CLASS I
 AW0453
 AW0453.The horizontal coordinates were scaled from a topographic map and have
 AW0453.an estimated accuracy of +/- 6 seconds.
 AW0453
 AW0453.The orthometric height was determined by differential leveling
 AW0453.and adjusted by the National Geodetic Survey in June 1991..
 AW0453
 AW0453.The geoid height was determined by GEOID03.
 AW0453
 AW0453.The dynamic height is computed by dividing the NAVD 88
 AW0453.geopotential number by the normal gravity value computed on the
 AW0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0453.degrees latitude (g = 980.6199 gals.).
 AW0453
 AW0453.The modeled gravity was interpolated from observed gravity values.
 AW0453
 AW0453;                    North         East    Units  Estimated Accuracy
 AW0453;SPC TXSC     - 4,174,040.    1,009,950.      MT  (+/- 180 meters Scaled)
 AW0453
 AW0453                          SUPERSEDED SURVEY CONTROL
 AW0453
 AW0453  NGVD 29 (12/23/87)    2.141  (m)            7.02   (f) ADJUSTED    1 1
 AW0453
 AW0453.Superseded values are not recommended for survey control.
 AW0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0453.See file dsdata.txt to determine how the superseded data were derived.
 AW0453
 AW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN274466(NAD 83)
 AW0453_MARKER: DB = BENCH MARK DISK
 AW0453_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0453_SP_SET: GALVANIZED STEEL ROD
 AW0453_STAMPING: P 1237 1978
 AW0453_MARK LOGO: NGS   
 AW0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0453+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 AW0453
 AW0453  HISTORY     - Date     Condition        Report By
 AW0453  HISTORY     - 1978     MONUMENTED       NGS
 AW0453  HISTORY     - 1987     GOOD             NGS
 AW0453  HISTORY     - 1988     GOOD             USPSQD
 AW0453  HISTORY     - 1989     GOOD             USPSQD
 AW0453  HISTORY     - 1990     GOOD             USPSQD
 AW0453  HISTORY     - 19950722 GOOD             USPSQD
 AW0453  HISTORY     - 20031211 GOOD             USPSQD
 AW0453  HISTORY     - 20040130 GOOD             USPSQD
 AW0453  HISTORY     - 20050825 GOOD             USPSQD
 AW0453
 AW0453                          STATION DESCRIPTION
 AW0453
 AW0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0453'IN GALVESTON.
 AW0453'AT THE NORTHEAST CORNER OF PELICAN ISLAND, AT THE MAIN ENTRANCE
 AW0453'TO THE PAVILLION AT SEAWOLF PARK, SET BETWEEN TWO 16-INCH PALM TREES
 AW0453'AND AT THE EAST END OF THREE FLAT 4 BY 3 FT. GRANITE BOULDERS, 22 FT.
 AW0453'WEST OF THE NORTHWEST CORNER OF THE PAVILLION, 15 FT. NORTHEAST OF A
 AW0453'PARKING LOT SIGN, 40 FT. SOUTHWEST OF THE CENTER OF A SEWER MANHOLE
 AW0453'COVER, 4 FT. WEST OF THE WEST EDGE OF THE SIDEWALK.
 AW0453
 AW0453                          STATION RECOVERY (1987)
 AW0453
 AW0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0453'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW0453'EXCEPT THE NORTH PALM TREE AND THE PARKING LOT SIGN MENTIONED THEREIN
 AW0453'NO LONGER EXIST.  ADD--1.0 METER (3.4 FT) WEST OF THE WEST EDGE OF THE
 AW0453'SIDEWALK.
 AW0453
 AW0453                          STATION RECOVERY (1988)
 AW0453
 AW0453'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0453'RECOVERED IN GOOD CONDITION.
 AW0453
 AW0453                          STATION RECOVERY (1989)
 AW0453
 AW0453'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0453'RECOVERED IN GOOD CONDITION.
 AW0453
 AW0453                          STATION RECOVERY (1990)
 AW0453
 AW0453'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0453'RECOVERED IN GOOD CONDITION.
 AW0453
 AW0453                          STATION RECOVERY (1995)
 AW0453
 AW0453'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0453'RECOVERED IN GOOD CONDITION.
 AW0453
 AW0453                          STATION RECOVERY (2003)
 AW0453
 AW0453'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0453'RECOVERED IN GOOD CONDITION.
 AW0453
 AW0453                          STATION RECOVERY (2004)
 AW0453
 AW0453'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0453'RECOVERED IN GOOD CONDITION.
 AW0453
 AW0453                          STATION RECOVERY (2005)
 AW0453
 AW0453'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0453'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1666 ***********************************************************************
 AN1666  DESIGNATION -  P 124
 AN1666  PID         -  AN1666
 AN1666  STATE/COUNTY-  TX/DE WITT
 AN1666  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1666
 AN1666                         *CURRENT SURVEY CONTROL
 AN1666  ___________________________________________________________________
 AN1666* NAD 83(1986)-  28 57 23.     (N)    097 33 19.     (W)     SCALED    
 AN1666* NAVD 88     -        87.32   (+/-2cm)     286.5    (feet)  VERTCON   
 AN1666  ___________________________________________________________________
 AN1666  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN1666
 AN1666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1666
 AN1666.The horizontal coordinates were scaled from a topographic map and have
 AN1666.an estimated accuracy of +/- 6 seconds.
 AN1666
 AN1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1666.The vertical order pertains to the NGVD 29 superseded value.
 AN1666
 AN1666.The geoid height was determined by GEOID03.
 AN1666
 AN1666;                    North         East    Units  Estimated Accuracy
 AN1666;SPC TXSC     - 4,125,340.      740,810.      MT  (+/- 180 meters Scaled)
 AN1666
 AN1666                          SUPERSEDED SURVEY CONTROL
 AN1666
 AN1666  NGVD 29 (??/??/92)   87.316  (m)          286.47   (f) ADJ UNCH    2 0
 AN1666
 AN1666.Superseded values are not recommended for survey control.
 AN1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1666.See file dsdata.txt to determine how the superseded data were derived.
 AN1666
 AN1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT407040(NAD 83)
 AN1666_MARKER: DB = BENCH MARK DISK
 AN1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1666_STAMPING: P 124 1933
 AN1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1666+STABILITY: SURFACE MOTION
 AN1666
 AN1666  HISTORY     - Date     Condition        Report By
 AN1666  HISTORY     - 1933     MONUMENTED       CGS
 AN1666
 AN1666                          STATION DESCRIPTION
 AN1666
 AN1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1666'3.8 MI SW FROM YORKTOWN.
 AN1666'3.8 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AN1666'YORKTOWN, DE WITT COUNTY, 4.1 MILES NORTHEAST OF THE STATION AT
 AN1666'NORDHEIM, 11 POLES SOUTHWEST OF MILEPOST 155, OPPOSITE CATTLE GUARD
 AN1666'155-B, AT A ROAD CROSSING, 45 FEET NORTH OF THE CENTER LINE OF THE
 AN1666'TRACK, AND IN THE FENCE CORNER WEST OF THE CROSSING.  A STANDARD DISK,
 AN1666'STAMPED P 124 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1497 ***********************************************************************
 AW1497  DESIGNATION -  P 1241
 AW1497  PID         -  AW1497
 AW1497  STATE/COUNTY-  TX/CHAMBERS
 AW1497  USGS QUAD   -  UMBRELLA POINT (1994)
 AW1497
 AW1497                         *CURRENT SURVEY CONTROL
 AW1497  ___________________________________________________________________
 AW1497* NAD 83(1986)-  29 44 19.     (N)    094 50 58.     (W)     SCALED    
 AW1497* NAVD 88     -         8.54   (+/-2cm)      28.0    (feet)  VERTCON   
 AW1497  ___________________________________________________________________
 AW1497  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW1497
 AW1497  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1497
 AW1497.The horizontal coordinates were scaled from a topographic map and have
 AW1497.an estimated accuracy of +/- 6 seconds.
 AW1497
 AW1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1497.The vertical order pertains to the NGVD 29 superseded value.
 AW1497
 AW1497.The geoid height was determined by GEOID03.
 AW1497
 AW1497;                    North         East    Units  Estimated Accuracy
 AW1497;SPC TXSC     - 4,218,280.    1,001,390.      MT  (+/- 180 meters Scaled)
 AW1497
 AW1497                          SUPERSEDED SURVEY CONTROL
 AW1497
 AW1497  NGVD 29 (??/??/92)    8.536  (m)           28.01   (f) ADJ UNCH    1 2
 AW1497
 AW1497.Superseded values are not recommended for survey control.
 AW1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1497.See file dsdata.txt to determine how the superseded data were derived.
 AW1497
 AW1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN211912(NAD 83)
 AW1497_MARKER: DB = BENCH MARK DISK
 AW1497_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1497_SP_SET: DEEP ROD
 AW1497_STAMPING: P 1241 1978
 AW1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1497+STABILITY: SURFACE MOTION
 AW1497
 AW1497  HISTORY     - Date     Condition        Report By
 AW1497  HISTORY     - 1978     MONUMENTED       NGS
 AW1497  HISTORY     - 1990     GOOD             USPSQD
 AW1497  HISTORY     - 20010331 POOR             NGS
 AW1497  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW1497  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW1497
 AW1497                          STATION DESCRIPTION
 AW1497
 AW1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1497'8.7 MI SW FROM COVE.
 AW1497'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE
 AW1497'INTERSTATE 10 OVERPASS AT COVE, THENCE 3.6 MILES SOUTH ALONG
 AW1497'FARM ROAD 2354 TO A ROAD ON THE RIGHT AT A FIELD ROAD AND GATE.
 AW1497'198 FEET NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE,
 AW1497'64 FEET WEST OF CENTERLINE OF THE ROAD, 9 FEET SOUTH OF A
 AW1497'FIELD ROAD WITH A GATE AND 1 FOOT SOUTHEAST OF THE GATE POST.
 AW1497
 AW1497                          STATION RECOVERY (1990)
 AW1497
 AW1497'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1497'RECOVERED IN GOOD CONDITION.
 AW1497
 AW1497                          STATION RECOVERY (2001)
 AW1497
 AW1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1497'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1497
 AW1497                          STATION RECOVERY (2004)
 AW1497
 AW1497'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1497'MARK NOT FOUND.
 AW1497
 AW1497                          STATION RECOVERY (2005)
 AW1497
 AW1497'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1367 ***********************************************************************
 AW1367  DESIGNATION -  P 1242
 AW1367  PID         -  AW1367
 AW1367  STATE/COUNTY-  TX/GALVESTON
 AW1367  USGS QUAD   -  CAPLEN (1994)
 AW1367
 AW1367                         *CURRENT SURVEY CONTROL
 AW1367  ___________________________________________________________________
 AW1367* NAD 83(1986)-  29 29 09.     (N)    094 33 41.     (W)     SCALED    
 AW1367* NAVD 88     -         2.30   (+/-2cm)       7.5    (feet)  VERTCON   
 AW1367  ___________________________________________________________________
 AW1367  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1367
 AW1367  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1367
 AW1367.The horizontal coordinates were scaled from a topographic map and have
 AW1367.an estimated accuracy of +/- 6 seconds.
 AW1367
 AW1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1367.The vertical order pertains to the NGVD 29 superseded value.
 AW1367
 AW1367.The geoid height was determined by GEOID03.
 AW1367
 AW1367;                    North         East    Units  Estimated Accuracy
 AW1367;SPC TXSC     - 4,191,310.    1,030,300.      MT  (+/- 180 meters Scaled)
 AW1367
 AW1367                          SUPERSEDED SURVEY CONTROL
 AW1367
 AW1367  NGVD 29 (??/??/92)    2.303  (m)            7.56   (f) ADJ UNCH    1 2
 AW1367
 AW1367.Superseded values are not recommended for survey control.
 AW1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1367.See file dsdata.txt to determine how the superseded data were derived.
 AW1367
 AW1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN486628(NAD 83)
 AW1367_MARKER: DB = BENCH MARK DISK
 AW1367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1367_SP_SET: CULVERT
 AW1367_STAMPING: P 1242 1978
 AW1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1367+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1367
 AW1367  HISTORY     - Date     Condition        Report By
 AW1367  HISTORY     - 1978     MONUMENTED       NGS
 AW1367  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1367  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1367  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1367  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW1367  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1367  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1367  HISTORY     - 20041023 GOOD             USPSQD
 AW1367
 AW1367                          STATION DESCRIPTION
 AW1367
 AW1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1367'5.0 MI SW FROM GILCHRIST.
 AW1367'ABOUT 5.0 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1367'OFFICE AT GILCHRIST, SET IN THE CENTER OF A 3X15 BOX CONCRETE
 AW1367'CULVERT, 327 FEET NORTHEAST OF THE CENTERLINE OF A FIELD ROAD LEADING
 AW1367'TO AN OIL PUMPING STATION, 39 FEET NORTHWEST OF POWER POLE
 AW1367'NUMBER 175 257, AND 28 FEET EAST OF THE CENTERLINE OF HIGHWAY.
 AW1367
 AW1367                          STATION RECOVERY (1988)
 AW1367
 AW1367'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW1367'MARK NOT FOUND.
 AW1367
 AW1367                          STATION RECOVERY (1988)
 AW1367
 AW1367'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1367'MARK NOT FOUND.
 AW1367
 AW1367                          STATION RECOVERY (1990)
 AW1367
 AW1367'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1367'MARK NOT FOUND.
 AW1367
 AW1367                          STATION RECOVERY (1999)
 AW1367
 AW1367'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1367'MARK NOT FOUND.
 AW1367
 AW1367                          STATION RECOVERY (2001)
 AW1367
 AW1367'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1367'MARK NOT FOUND.
 AW1367
 AW1367                          STATION RECOVERY (2002)
 AW1367
 AW1367'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1367'MARK NOT FOUND.
 AW1367
 AW1367                          STATION RECOVERY (2004)
 AW1367
 AW1367'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1728 ***********************************************************************
 AW1728  DESIGNATION -  P 1244
 AW1728  PID         -  AW1728
 AW1728  STATE/COUNTY-  TX/HARRIS
 AW1728  USGS QUAD   -  LA PORTE (1982)
 AW1728
 AW1728                         *CURRENT SURVEY CONTROL
 AW1728  ___________________________________________________________________
 AW1728* NAD 83(1986)-  29 41 27.     (N)    095 07 26.     (W)     SCALED    
 AW1728* NAVD 88     -         8.977  (meters)      29.45   (feet)  ADJUSTED  
 AW1728  ___________________________________________________________________
 AW1728  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1728  DYNAMIC HT  -           8.964 (meters)      29.41  (feet)  COMP
 AW1728  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 AW1728
 AW1728  VERT ORDER  -  FIRST     CLASS II
 AW1728
 AW1728.The horizontal coordinates were scaled from a topographic map and have
 AW1728.an estimated accuracy of +/- 6 seconds.
 AW1728
 AW1728.The orthometric height was determined by differential leveling
 AW1728.and adjusted by the National Geodetic Survey in June 1991..
 AW1728
 AW1728.The geoid height was determined by GEOID03.
 AW1728
 AW1728.The dynamic height is computed by dividing the NAVD 88
 AW1728.geopotential number by the normal gravity value computed on the
 AW1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1728.degrees latitude (g = 980.6199 gals.).
 AW1728
 AW1728.The modeled gravity was interpolated from observed gravity values.
 AW1728
 AW1728;                    North         East    Units  Estimated Accuracy
 AW1728;SPC TXSC     - 4,212,080.      975,030.      MT  (+/- 180 meters Scaled)
 AW1728
 AW1728                          SUPERSEDED SURVEY CONTROL
 AW1728
 AW1728  NGVD 29 (12/23/87)    8.974  (m)           29.44   (f) ADJUSTED    1 2
 AW1728
 AW1728.Superseded values are not recommended for survey control.
 AW1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1728.See file dsdata.txt to determine how the superseded data were derived.
 AW1728
 AW1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945864(NAD 83)
 AW1728_MARKER: DB = BENCH MARK DISK
 AW1728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1728_SP_SET: CATCH BASIN
 AW1728_STAMPING: P 1244 1978
 AW1728_MARK LOGO: NGS   
 AW1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1728+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1728
 AW1728  HISTORY     - Date     Condition        Report By
 AW1728  HISTORY     - 1978     MONUMENTED       NGS
 AW1728  HISTORY     - 1986     GOOD             NGS
 AW1728  HISTORY     - 1987     GOOD             USPSQD
 AW1728  HISTORY     - 1989     GOOD             USPSQD
 AW1728  HISTORY     - 1989     GOOD             USPSQD
 AW1728  HISTORY     - 1989     GOOD             USPSQD
 AW1728  HISTORY     - 1990     GOOD             USPSQD
 AW1728  HISTORY     - 1990     GOOD             USPSQD
 AW1728  HISTORY     - 19940219 GOOD             USPSQD
 AW1728  HISTORY     - 19991113 GOOD             USPSQD
 AW1728  HISTORY     - 20010331 GOOD             NGS
 AW1728  HISTORY     - 20040505 GOOD             USPSQD
 AW1728  HISTORY     - 20050705 GOOD             USPSQD
 AW1728
 AW1728                          STATION DESCRIPTION
 AW1728
 AW1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1728'1.1 MI SOUTH FROM DEER PARK.
 AW1728'ABOUT 1.1 MILES SOUTH ALONG CENTER AVENUE FROM THE POST OFFICE IN
 AW1728'DEER PARK.  SET IN NORTHEAST CORNER OF A CATCH BASIN, 90 FEET
 AW1728'NORTHEAST OF NORTHEAST CORNER OF OFFICE BUILDING AT 2318 CENTER,
 AW1728'24 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY TO TOLAR AUTO SUPPLY,
 AW1728'48 FEET SOUTHEAST OF POWER POLE NUMBER 2502, AND 12 FEET WEST OF THE
 AW1728'CENTERLINE OF SOUTH BOUND LANES OF CENTER.
 AW1728
 AW1728                          STATION RECOVERY (1986)
 AW1728
 AW1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1728'RECOVERED IN GOOD CONDITION.
 AW1728
 AW1728                          STATION RECOVERY (1987)
 AW1728
 AW1728'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1728'RECOVERED IN GOOD CONDITION.
 AW1728
 AW1728                          STATION RECOVERY (1989)
 AW1728
 AW1728'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1728'RECOVERED IN GOOD CONDITION.
 AW1728
 AW1728                          STATION RECOVERY (1989)
 AW1728
 AW1728'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1728'RECOVERED IN GOOD CONDITION.
 AW1728
 AW1728                          STATION RECOVERY (1989)
 AW1728
 AW1728'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1728'RECOVERED IN GOOD CONDITION.
 AW1728
 AW1728                          STATION RECOVERY (1990)
 AW1728
 AW1728'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1728'RECOVERED IN GOOD CONDITION.
 AW1728
 AW1728                          STATION RECOVERY (1990)
 AW1728
 AW1728'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1728'RECOVERED IN GOOD CONDITION.
 AW1728
 AW1728                          STATION RECOVERY (1994)
 AW1728
 AW1728'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1728'RECOVERED IN GOOD CONDITION.
 AW1728
 AW1728                          STATION RECOVERY (1999)
 AW1728
 AW1728'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1728'RECOVERED IN GOOD CONDITION.
 AW1728
 AW1728                          STATION RECOVERY (2001)
 AW1728
 AW1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1728'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1728
 AW1728                          STATION RECOVERY (2004)
 AW1728
 AW1728'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1728'RECOVERED IN GOOD CONDITION.
 AW1728
 AW1728                          STATION RECOVERY (2005)
 AW1728
 AW1728'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1728'GO TO N29 41 26.5 W095 07 25.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1297 ***********************************************************************
 AW1297  DESIGNATION -  P 1245
 AW1297  PID         -  AW1297
 AW1297  STATE/COUNTY-  TX/GALVESTON
 AW1297  USGS QUAD   -  DICKINSON (1997)
 AW1297
 AW1297                         *CURRENT SURVEY CONTROL
 AW1297  ___________________________________________________________________
 AW1297* NAD 83(1986)-  29 25 08.     (N)    095 05 33.     (W)     SCALED    
 AW1297* NAVD 88     -         6.38   (+/-2cm)      20.9    (feet)  VERTCON   
 AW1297  ___________________________________________________________________
 AW1297  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW1297
 AW1297  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1297
 AW1297.The horizontal coordinates were scaled from a topographic map and have
 AW1297.an estimated accuracy of +/- 6 seconds.
 AW1297
 AW1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1297.The vertical order pertains to the NGVD 29 superseded value.
 AW1297
 AW1297.The geoid height was determined by GEOID03.
 AW1297
 AW1297;                    North         East    Units  Estimated Accuracy
 AW1297;SPC TXSC     - 4,182,060.      979,080.      MT  (+/- 180 meters Scaled)
 AW1297
 AW1297                          SUPERSEDED SURVEY CONTROL
 AW1297
 AW1297  NGVD 29 (04/06/79)    6.382  (m)           20.94   (f) ADJUSTED    1 2
 AW1297
 AW1297.Superseded values are not recommended for survey control.
 AW1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1297.See file dsdata.txt to determine how the superseded data were derived.
 AW1297
 AW1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN969562(NAD 83)
 AW1297_MARKER: DB = BENCH MARK DISK
 AW1297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1297_SP_SET: HEADWALL
 AW1297_STAMPING: P 1245 1978
 AW1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1297
 AW1297  HISTORY     - Date     Condition        Report By
 AW1297  HISTORY     - 1978     MONUMENTED       NGS
 AW1297  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1297  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AW1297  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW1297
 AW1297                          STATION DESCRIPTION
 AW1297
 AW1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1297'3.2 MI NORTH FROM ALTA LOMA.
 AW1297'ABOUT 3.2 MILES NORTH ALONG FARM ROAD 646 FROM THE JUNCTION OF STATE
 AW1297'HIGHWAY 6 IN ALTA LOMA.  SET IN THE TOP CENTER OF WEST HEADWALL OF
 AW1297'A DOUBLE CHANNEL CULVERT 117 FEET SOUTH OF THE CENTERLINE OF A PAVED
 AW1297'ROAD LEADING WEST TO A TRAILER PARK, 33 FEET SOUTHEAST OF POWER POLE
 AW1297'NUMBER A69D-50T, AND 15 FEET WEST OF THE CENTERLINE OF THE ROAD.
 AW1297
 AW1297                          STATION RECOVERY (1987)
 AW1297
 AW1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1297'NOT RECOVERED, A NEW CULVERT IS NOW AT THE DESCRIBED LOCATION.
 AW1297
 AW1297                          STATION RECOVERY (1995)
 AW1297
 AW1297'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1297'MARK NOT FOUND.
 AW1297
 AW1297                          STATION RECOVERY (2004)
 AW1297
 AW1297'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1332 ***********************************************************************
 AW1332  DESIGNATION -  P 1246
 AW1332  PID         -  AW1332
 AW1332  STATE/COUNTY-  TX/GALVESTON
 AW1332  USGS QUAD   -  GALVESTON (1994)
 AW1332
 AW1332                         *CURRENT SURVEY CONTROL
 AW1332  ___________________________________________________________________
 AW1332* NAD 83(1986)-  29 20 06.     (N)    094 47 13.     (W)     SCALED    
 AW1332* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 AW1332  ___________________________________________________________________
 AW1332  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW1332
 AW1332  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1332
 AW1332.The horizontal coordinates were scaled from a topographic map and have
 AW1332.an estimated accuracy of +/- 6 seconds.
 AW1332
 AW1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1332.The vertical order pertains to the NGVD 29 superseded value.
 AW1332
 AW1332.The geoid height was determined by GEOID03.
 AW1332
 AW1332;                    North         East    Units  Estimated Accuracy
 AW1332;SPC TXSC     - 4,173,790.    1,009,040.      MT  (+/- 180 meters Scaled)
 AW1332
 AW1332                          SUPERSEDED SURVEY CONTROL
 AW1332
 AW1332  NGVD 29 (??/??/92)    2.371  (m)            7.78   (f) ADJ UNCH    1 2
 AW1332
 AW1332.Superseded values are not recommended for survey control.
 AW1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1332.See file dsdata.txt to determine how the superseded data were derived.
 AW1332
 AW1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN265464(NAD 83)
 AW1332_MARKER: DB = BENCH MARK DISK
 AW1332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1332_SP_SET: STAINLESS STEEL ROD
 AW1332_STAMPING: P 1246 1978
 AW1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1332
 AW1332  HISTORY     - Date     Condition        Report By
 AW1332  HISTORY     - 1978     MONUMENTED       NGS
 AW1332  HISTORY     - 19890614 MARK NOT FOUND   USPSQD
 AW1332  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1332  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW1332
 AW1332                          STATION DESCRIPTION
 AW1332
 AW1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1332'6.2 MI NW FROM GALVESTON.
 AW1332'ABOUT 1.9 MI SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AW1332'FROM THE UNION STATION IN GALVESTON, THENCE, 3.8 MI NORTHEAST ALONG
 AW1332'51ST STREET (SEAWOLF PARKWAY), AND THENCE 0.5 MILE NORTHWEST ALONG A
 AW1332'SAND ROAD THAT RUNS TO THE LEVEE.  SET AT THE BASE OF THE LEVEE, 63
 AW1332'FEET NORTHWEST OF THE CENTERLINE OF THE SAND ROAD, AND 16 FEET SOUTH-
 AW1332'EAST OF THE CENTER OF THE LEVEE.
 AW1332
 AW1332                          STATION RECOVERY (1989)
 AW1332
 AW1332'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW1332'MARK NOT FOUND.
 AW1332
 AW1332                          STATION RECOVERY (1995)
 AW1332
 AW1332'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1332'MARK NOT FOUND.
 AW1332
 AW1332                          STATION RECOVERY (2005)
 AW1332
 AW1332'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1332'SANDY SPOIL HAS BEEN PUMPED INTO THE AREA. THIS COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0716 ***********************************************************************
 AW0716  DESIGNATION -  P 1247
 AW0716  PID         -  AW0716
 AW0716  STATE/COUNTY-  TX/HARRIS
 AW0716  USGS QUAD   -  CROSBY (1982)
 AW0716
 AW0716                         *CURRENT SURVEY CONTROL
 AW0716  ___________________________________________________________________
 AW0716* NAD 83(1986)-  29 54 31.     (N)    095 04 02.     (W)     SCALED    
 AW0716* NAVD 88     -        10.851  (meters)      35.60   (feet)  ADJUSTED  
 AW0716  ___________________________________________________________________
 AW0716  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0716  DYNAMIC HT  -          10.837 (meters)      35.55  (feet)  COMP
 AW0716  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 AW0716
 AW0716  VERT ORDER  -  FIRST     CLASS II
 AW0716
 AW0716.The horizontal coordinates were scaled from a topographic map and have
 AW0716.an estimated accuracy of +/- 6 seconds.
 AW0716
 AW0716.The orthometric height was determined by differential leveling
 AW0716.and adjusted by the National Geodetic Survey in June 1991..
 AW0716
 AW0716.The geoid height was determined by GEOID03.
 AW0716
 AW0716.The dynamic height is computed by dividing the NAVD 88
 AW0716.geopotential number by the normal gravity value computed on the
 AW0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0716.degrees latitude (g = 980.6199 gals.).
 AW0716
 AW0716.The modeled gravity was interpolated from observed gravity values.
 AW0716
 AW0716;                    North         East    Units  Estimated Accuracy
 AW0716;SPC TXSC     - 4,236,380.      979,700.      MT  (+/- 180 meters Scaled)
 AW0716
 AW0716                          SUPERSEDED SURVEY CONTROL
 AW0716
 AW0716  NGVD 29 (12/23/87)   10.850  (m)           35.60   (f) ADJUSTED    1 2
 AW0716
 AW0716.Superseded values are not recommended for survey control.
 AW0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0716.See file dsdata.txt to determine how the superseded data were derived.
 AW0716
 AW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP004104(NAD 83)
 AW0716_MARKER: DB = BENCH MARK DISK
 AW0716_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0716_SP_SET: WINGWALL OF CULVERT
 AW0716_STAMPING: P 1247 1978
 AW0716_MARK LOGO: NGS   
 AW0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0716+STABILITY: SURFACE MOTION
 AW0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0716+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0716
 AW0716  HISTORY     - Date     Condition        Report By
 AW0716  HISTORY     - 1978     MONUMENTED       NGS
 AW0716  HISTORY     - 1987     GOOD             NGS
 AW0716  HISTORY     - 1990     GOOD             USPSQD
 AW0716  HISTORY     - 19941213 GOOD             USPSQD
 AW0716  HISTORY     - 20040317 GOOD             USPSQD
 AW0716
 AW0716                          STATION DESCRIPTION
 AW0716
 AW0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0716'IN CROSBY.
 AW0716'IN CROSBY, 0.1 MILE SOUTHEAST ALONG MAIN STREET FROM THE CROSSING
 AW0716'OF THE SOUTHERN PACIFIC RAILROAD AND SET IN TOP OF THE SOUTH
 AW0716'WINGWALL OF A LARGE DOUBLE CHANNEL CULVERT.  210 FEET SOUTHEAST
 AW0716'OF BENCH MARK F 55, 63 FEET NORTHWEST OF CENTERLINE OF FOURTH
 AW0716'STREET, AND 31 FEET SOUTHEAST OF CENTERLINE OF MAIN STREET.
 AW0716
 AW0716                          STATION RECOVERY (1987)
 AW0716
 AW0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0716'RECOVERED IN GOOD CONDITION.
 AW0716
 AW0716                          STATION RECOVERY (1990)
 AW0716
 AW0716'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW0716'RECOVERED IN GOOD CONDITION.
 AW0716
 AW0716                          STATION RECOVERY (1994)
 AW0716
 AW0716'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0716'RECOVERED IN GOOD CONDITION.
 AW0716
 AW0716                          STATION RECOVERY (2004)
 AW0716
 AW0716'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0843 ***********************************************************************
 AW0843  DESIGNATION -  P 1248
 AW0843  PID         -  AW0843
 AW0843  STATE/COUNTY-  TX/HARRIS
 AW0843  USGS QUAD   -  CROSBY (1982)
 AW0843
 AW0843                         *CURRENT SURVEY CONTROL
 AW0843  ___________________________________________________________________
 AW0843* NAD 83(1986)-  29 59 10.     (N)    095 05 26.     (W)     SCALED    
 AW0843* NAVD 88     -        19.399  (meters)      63.64   (feet)  ADJUSTED  
 AW0843  ___________________________________________________________________
 AW0843  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW0843  DYNAMIC HT  -          19.373 (meters)      63.56  (feet)  COMP
 AW0843  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 AW0843  OBS GRAVITY -     979,306.2   (mgal)                       GRAV_OBS
 AW0843
 AW0843  VERT ORDER  -  FIRST     CLASS II
 AW0843
 AW0843.The horizontal coordinates were scaled from a topographic map and have
 AW0843.an estimated accuracy of +/- 6 seconds.
 AW0843
 AW0843.The orthometric height was determined by differential leveling
 AW0843.and adjusted by the National Geodetic Survey in June 1991..
 AW0843
 AW0843.The geoid height was determined by GEOID03.
 AW0843
 AW0843.The dynamic height is computed by dividing the NAVD 88
 AW0843.geopotential number by the normal gravity value computed on the
 AW0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0843.degrees latitude (g = 980.6199 gals.).
 AW0843
 AW0843.The modeled gravity was interpolated from observed gravity values.
 AW0843.The observed gravity was obtained from relative gravimeter ties
 AW0843.to the IGSN71 gravity network.
 AW0843
 AW0843;                    North         East    Units  Estimated Accuracy
 AW0843;SPC TXSC     - 4,244,890.      977,160.      MT  (+/- 180 meters Scaled)
 AW0843
 AW0843                          SUPERSEDED SURVEY CONTROL
 AW0843
 AW0843  NGVD 29 (12/23/87)   19.398  (m)           63.64   (f) ADJUSTED    1 2
 AW0843
 AW0843.Superseded values are not recommended for survey control.
 AW0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0843.See file dsdata.txt to determine how the superseded data were derived.
 AW0843
 AW0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP983190(NAD 83)
 AW0843_MARKER: DB = BENCH MARK DISK
 AW0843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0843_SP_SET: HEADWALL
 AW0843_STAMPING: P 1248 1978
 AW0843_MARK LOGO: NGS   
 AW0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0843+STABILITY: SURFACE MOTION
 AW0843
 AW0843  HISTORY     - Date     Condition        Report By
 AW0843  HISTORY     - 1978     MONUMENTED       NGS
 AW0843  HISTORY     - 1987     GOOD             NGS
 AW0843  HISTORY     - 19940111 MARK NOT FOUND   USPSQD
 AW0843
 AW0843                          STATION DESCRIPTION
 AW0843
 AW0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0843'5.5 MI NORTH FROM CROSBY.
 AW0843'5.5 MILES NORTH ALONG FARM ROAD 2100 FROM THE CROSSING OF THE SOUTHERN
 AW0843'PACIFIC RAILROAD AND FARM ROAD 2100, ALSO CAN BE REACHED BY GOING 2.65
 AW0843'MILES SOUTH ALONG FARM ROAD 2100 FROM THE INTERSECTION OF FARM ROADS
 AW0843'2100 AND 1960 AT HUFFMAN, SET IN TOP OF THE NORTH END OF THE EAST
 AW0843'HEADWALL OF A 4X8 FOOT BOX CULVERT, 0.05 MILE NORTHEAST AND ACROSS
 AW0843'THE HIGHWAY FROM A MOBIL SERVICE STATION, 20 FEET EAST OF THE
 AW0843'CENTERLINE OF FARM ROAD 2100, AND 1.6 FEET SOUTH OF THE NORTH END OF
 AW0843'HEAD WALL.
 AW0843
 AW0843                          STATION RECOVERY (1987)
 AW0843
 AW0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0843'RECOVERED IN GOOD CONDITION.
 AW0843
 AW0843                          STATION RECOVERY (1994)
 AW0843
 AW0843'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2430 ***********************************************************************
 AN2430  DESIGNATION -  P 125 RESET
 AN2430  PID         -  AN2430
 AN2430  STATE/COUNTY-  TX/BEE
 AN2430  USGS QUAD   -  BEEVILLE WEST (1979)
 AN2430
 AN2430                         *CURRENT SURVEY CONTROL
 AN2430  ___________________________________________________________________
 AN2430* NAD 83(1986)-  28 24 58.     (N)    097 47 55.     (W)     SCALED    
 AN2430* NAVD 88     -        73.61   (meters)     241.5    (feet)  RESET     
 AN2430  ___________________________________________________________________
 AN2430  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN2430
 AN2430  VERT ORDER  -  THIRD
 AN2430
 AN2430.The horizontal coordinates were scaled from a topographic map and have
 AN2430.an estimated accuracy of +/- 6 seconds.
 AN2430
 AN2430.The orthometric height was computed from unverified reset data.
 AN2430
 AN2430.The geoid height was determined by GEOID03.
 AN2430
 AN2430;                    North         East    Units  Estimated Accuracy
 AN2430;SPC TXSC     - 4,065,200.      717,710.      MT  (+/- 180 meters Scaled)
 AN2430
 AN2430                          SUPERSEDED SURVEY CONTROL
 AN2430
 AN2430.No superseded survey control is available for this station.
 AN2430
 AN2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS176438(NAD 83)
 AN2430_MARKER: DV = VERTICAL CONTROL DISK
 AN2430_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AN2430_SP_SET: BRIDGE ABUTMENT
 AN2430_STAMPING: P 125 RESET 1983
 AN2430_MARK LOGO: NGS   
 AN2430_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2430
 AN2430  HISTORY     - Date     Condition        Report By
 AN2430  HISTORY     - 1983     MONUMENTED       TXHD
 AN2430
 AN2430                          STATION DESCRIPTION
 AN2430
 AN2430'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1983
 AN2430'4.96 KM (3.10 MI) WEST ALONG FARM ROAD 799 FROM THE COURTHOUSE IN
 AN2430'BEEVILLE, 5.27 METERS (17.29 FT) NORTH OF THE CENTERLINE OF FM 799,
 AN2430'IN THE NORTH WINGWALL OF THE NORTHWEST CORNER OF THE POESTA CREEK
 AN2430'BRIDGE, ABOUT 0.91 M (2.99 FT) ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1854 ***********************************************************************
 BL1854  DESIGNATION -  P 1250
 BL1854  PID         -  BL1854
 BL1854  STATE/COUNTY-  TX/WALLER
 BL1854  USGS QUAD   -  WALLER NW (1980)
 BL1854
 BL1854                         *CURRENT SURVEY CONTROL
 BL1854  ___________________________________________________________________
 BL1854* NAD 83(1986)-  30 07 51.     (N)    095 54 39.     (W)     SCALED    
 BL1854* NAVD 88     -        78.10   (+/-2cm)     256.2    (feet)  VERTCON   
 BL1854  ___________________________________________________________________
 BL1854  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1854
 BL1854  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1854
 BL1854.The horizontal coordinates were scaled from a topographic map and have
 BL1854.an estimated accuracy of +/- 6 seconds.
 BL1854
 BL1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1854.The vertical order pertains to the NGVD 29 superseded value.
 BL1854
 BL1854.The geoid height was determined by GEOID03.
 BL1854
 BL1854;                    North         East    Units  Estimated Accuracy
 BL1854;SPC TXSC     - 4,258,560.      897,620.      MT  (+/- 180 meters Scaled)
 BL1854
 BL1854                          SUPERSEDED SURVEY CONTROL
 BL1854
 BL1854  NGVD 29 (04/06/79)   78.088  (m)          256.19   (f) ADJUSTED    1 2
 BL1854
 BL1854.Superseded values are not recommended for survey control.
 BL1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1854.See file dsdata.txt to determine how the superseded data were derived.
 BL1854
 BL1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP195368(NAD 83)
 BL1854_MARKER: DB = BENCH MARK DISK
 BL1854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1854_SP_SET: STAINLESS STEEL ROD
 BL1854_STAMPING: P 1250 1978
 BL1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1854+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 BL1854
 BL1854  HISTORY     - Date     Condition        Report By
 BL1854  HISTORY     - 1978     MONUMENTED       NGS
 BL1854  HISTORY     - 1987     GOOD             USPSQD
 BL1854  HISTORY     - 19990718 GOOD             USPSQD
 BL1854  HISTORY     - 20050912 GOOD             GEOCAC
 BL1854
 BL1854                          STATION DESCRIPTION
 BL1854
 BL1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1854'6.0 MI NORTH FROM WALLER.
 BL1854'ABOUT 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION
 BL1854'WITH ALLIANCE STREET IN WALLER, THENCE 0.05 MILE NORTH ALONG A
 BL1854'PAVED ROAD, THENCE 0.05 MILE EAST ALONG MILLS ROAD, THENCE 5.15
 BL1854'MILES NORTH ALONG FIELDS STORE ROAD, THENCE 0.4 MILE EAST ALONG
 BL1854'MAYER ROAD, AND THENCE 0.05 MILE NORTH ALONG FIELDS STORE ROAD,
 BL1854'77.5 FEET EAST-NORTHEAST OF A POLE NUMBER 20 WITH A GUY WIRE
 BL1854'WHICH JUNCTIONS AN OVERHEAD LINE
 BL1854'AND AN UNDERGROUND CABLE, 83 FEET
 BL1854'WEST OF AND ACROSS THE ROAD FROM A 12 INCH CORNER POST TO A FENCE
 BL1854'LEADING EAST,42 FEET EAST-NORTHEAST OF THE CENTERLINE OF FIELDS
 BL1854'STORE ROAD, 1 FOOT WEST-SOUTHWEST OF A FENCE, 6 FEET NORTH OF THE
 BL1854'EXTENDED FENCE LINE LEADING WEST, AND 0.2 MILE NORTH OF BRIDGE
 BL1854'WHICH IS COUNTY LINE.
 BL1854
 BL1854                          STATION RECOVERY (1987)
 BL1854
 BL1854'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1854'RECOVERED IN GOOD CONDITION.
 BL1854
 BL1854                          STATION RECOVERY (1999)
 BL1854
 BL1854'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1854'RECOVERED IN GOOD CONDITION.
 BL1854
 BL1854                          STATION RECOVERY (2005)
 BL1854
 BL1854'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1854'10 FEET NORTH OF METAL UNDERGROUND CABLE WARNING POST, 1.5 FEET SOUTH
 BL1854'OF METAL WITNESS POST, 0.5 FEET WEST OF WOODEN FENCE.
 BL1854'LAT/LON BY HANDHELD GPS(NAD83) N30 07 51.2 W095 54 40.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0303 ***********************************************************************
 AW0303  DESIGNATION -  P 1251
 AW0303  PID         -  AW0303
 AW0303  STATE/COUNTY-  TX/HARRIS
 AW0303  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0303
 AW0303                         *CURRENT SURVEY CONTROL
 AW0303  ___________________________________________________________________
 AW0303* NAD 83(1986)-  29 47 05.     (N)    095 32 02.     (W)     SCALED    
 AW0303* NAVD 88     -        24.567  (meters)      80.60   (feet)  ADJUSTED  
 AW0303  ___________________________________________________________________
 AW0303  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0303  DYNAMIC HT  -          24.534 (meters)      80.49  (feet)  COMP
 AW0303  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AW0303
 AW0303  VERT ORDER  -  FIRST     CLASS II
 AW0303
 AW0303.The horizontal coordinates were scaled from a topographic map and have
 AW0303.an estimated accuracy of +/- 6 seconds.
 AW0303
 AW0303.The orthometric height was determined by differential leveling
 AW0303.and adjusted by the National Geodetic Survey in June 1991..
 AW0303
 AW0303.The geoid height was determined by GEOID03.
 AW0303
 AW0303.The dynamic height is computed by dividing the NAVD 88
 AW0303.geopotential number by the normal gravity value computed on the
 AW0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0303.degrees latitude (g = 980.6199 gals.).
 AW0303
 AW0303.The modeled gravity was interpolated from observed gravity values.
 AW0303
 AW0303;                    North         East    Units  Estimated Accuracy
 AW0303;SPC TXSC     - 4,221,230.      935,070.      MT  (+/- 180 meters Scaled)
 AW0303
 AW0303                          SUPERSEDED SURVEY CONTROL
 AW0303
 AW0303  NGVD 29 (12/23/87)   24.562  (m)           80.58   (f) ADJUSTED    1 2
 AW0303
 AW0303.Superseded values are not recommended for survey control.
 AW0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0303.See file dsdata.txt to determine how the superseded data were derived.
 AW0303
 AW0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN550976(NAD 83)
 AW0303_MARKER: I = METAL ROD
 AW0303_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0303_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0303_STAMPING: P 1251 1978
 AW0303_MARK LOGO: NGS   
 AW0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0303+STABILITY: POSITION/ELEVATION WELL
 AW0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0303+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW0303
 AW0303  HISTORY     - Date     Condition        Report By
 AW0303  HISTORY     - 1978     MONUMENTED       NGS
 AW0303  HISTORY     - 1983     GOOD             NGS
 AW0303  HISTORY     - 1986     GOOD             NGS
 AW0303  HISTORY     - 1987     GOOD             USPSQD
 AW0303  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0303  HISTORY     - 19940625 GOOD             USPSQD
 AW0303  HISTORY     - 20040413 GOOD             USPSQD
 AW0303
 AW0303                          STATION DESCRIPTION
 AW0303
 AW0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0303'6.6 MI EAST FROM ADDICKS.
 AW0303'6.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0303'RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, ACROSS THE OLD KATY
 AW0303'ROAD FROM DANIEL INDUSTRIES INC., ALSO NORTH AND ACROSS THE TRACK
 AW0303'FROM MILE POST 1073, 124 FEET SOUTHWEST OF THE FLAG POLE FOR DANIEL
 AW0303'INDUSTRIES INC., 37.5 FEET SOUTH OF THE CENTERLINE OF OLD KATY ROAD,
 AW0303'42.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 3.5 FEET
 AW0303'WEST OF THE NORTHWEST LEG OF A LARGE POWER LINE TOWER.
 AW0303'NOTE=THE SLEEVE DEPTH IS 33 FEET.
 AW0303
 AW0303                          STATION RECOVERY (1983)
 AW0303
 AW0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0303'RECOVERED IN GOOD CONDITION.  NOTE, THE ROD WAS
 AW0303'LOOSE THREE FOURTHS OF A TURN.
 AW0303
 AW0303                          STATION RECOVERY (1986)
 AW0303
 AW0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0303'RECOVERED IN GOOD CONDITION.
 AW0303
 AW0303                          STATION RECOVERY (1987)
 AW0303
 AW0303'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0303'RECOVERED IN GOOD CONDITION.
 AW0303
 AW0303                          STATION RECOVERY (1989)
 AW0303
 AW0303'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLR)
 AW0303'MARK NOT FOUND.
 AW0303
 AW0303                          STATION RECOVERY (1994)
 AW0303
 AW0303'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0303'RECOVERED IN GOOD CONDITION.
 AW0303
 AW0303                          STATION RECOVERY (2004)
 AW0303
 AW0303'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2438 ***********************************************************************
 AX2438  DESIGNATION -  P 1252
 AX2438  PID         -  AX2438
 AX2438  STATE/COUNTY-  TX/AUSTIN
 AX2438  USGS QUAD   -  WALLIS (1980)
 AX2438
 AX2438                         *CURRENT SURVEY CONTROL
 AX2438  ___________________________________________________________________
 AX2438* NAD 83(1986)-  29 40 40.     (N)    096 06 26.     (W)     SCALED    
 AX2438* NAVD 88     -        43.65   (+/-2cm)     143.2    (feet)  VERTCON   
 AX2438  ___________________________________________________________________
 AX2438  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX2438
 AX2438  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2438
 AX2438.The horizontal coordinates were scaled from a topographic map and have
 AX2438.an estimated accuracy of +/- 6 seconds.
 AX2438
 AX2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2438.The vertical order pertains to the NGVD 29 superseded value.
 AX2438
 AX2438.The geoid height was determined by GEOID03.
 AX2438
 AX2438;                    North         East    Units  Estimated Accuracy
 AX2438;SPC TXSC     - 4,207,880.      879,950.      MT  (+/- 180 meters Scaled)
 AX2438
 AX2438                          SUPERSEDED SURVEY CONTROL
 AX2438
 AX2438  NGVD 29 (??/??/92)   43.640  (m)          143.18   (f) ADJ UNCH    1 1
 AX2438
 AX2438.Superseded values are not recommended for survey control.
 AX2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2438.See file dsdata.txt to determine how the superseded data were derived.
 AX2438
 AX2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT799865(NAD 83)
 AX2438_MARKER: DD = SURVEY DISK
 AX2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2438_STAMPING: P 1252 1978
 AX2438_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2438+STABILITY: SURFACE MOTION
 AX2438
 AX2438  HISTORY     - Date     Condition        Report By
 AX2438  HISTORY     - 1978     MONUMENTED       NGS
 AX2438  HISTORY     - 19780615 SEE DESCRIPTION  NGS
 AX2438  HISTORY     - 1988     GOOD             USPSQD
 AX2438
 AX2438                          STATION DESCRIPTION
 AX2438
 AX2438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2438'THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) SOUTHEAST ALONG THE
 AX2438'GULF, COLORADO AND SANTA FE RAILRAOD FROM THE STATION AT SEALY, THENCE
 AX2438'0.95 MILE (1.53 KM) NORTHEAST ALONG A PRIVATE DIRT ROAD, AND THENCE
 AX2438'0.35 MILE (0.56 KM) NORTHWEST ACROSS COUNTRY.  0.15 MILE (0.24 KM)
 AX2438'NORTHEAST OF A GROVE OF TREES AND 0.15 MILE (0.24 KM) SOUTHWEST OF A
 AX2438'GROVE OF TREES, SET IN A PASTURE.  NOTE THE ROAD WAS NOT EVEN A ROCK
 AX2438'TO DESCRIBE FROM.  NOTE, THE MARK IS A CONCRETE PILLAR 10 FT (3.0 M)
 AX2438'DEEP.  A DISK SET IN THE TOP IOF A CONCRETE POST PROJECTING P36
 AX2438'INCHES.  3 FT (0.9 M) NORTHEAST OF A WITNESS POST.
 AX2438
 AX2438                          STATION RECOVERY (1988)
 AX2438
 AX2438'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AX2438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0326 ***********************************************************************
 AW0326  DESIGNATION -  P 1253
 AW0326  PID         -  AW0326
 AW0326  STATE/COUNTY-  TX/HARRIS
 AW0326  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0326
 AW0326                         *CURRENT SURVEY CONTROL
 AW0326  ___________________________________________________________________
 AW0326* NAD 83(1993)-  29 46 50.71332(N)    095 26 06.69232(W)     ADJUSTED  
 AW0326* NAVD 88     -        17.558  (meters)      57.60   (feet)  ADJUSTED  
 AW0326  ___________________________________________________________________
 AW0326  X           -    -524,781.715 (meters)                     COMP
 AW0326  Y           -  -5,515,450.100 (meters)                     COMP
 AW0326  Z           -   3,149,298.194 (meters)                     COMP
 AW0326  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW0326  ELLIP HEIGHT-          -9.71  (meters)          (00/50/98) GPS OBS
 AW0326  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW0326  DYNAMIC HT  -          17.535 (meters)      57.53  (feet)  COMP
 AW0326  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AW0326
 AW0326  HORZ ORDER  -  B
 AW0326  VERT ORDER  -  FIRST     CLASS II
 AW0326  ELLP ORDER  -  FOURTH    CLASS I
 AW0326
 AW0326.This is a reference station for the HOUSTON RRP
 AW0326.National Continuously Operating Reference Station (HOUS).
 AW0326
 AW0326.The horizontal coordinates were established by GPS observations
 AW0326.and adjusted by the National Geodetic Survey in 19980050..
 AW0326
 AW0326.The orthometric height was determined by differential leveling
 AW0326.and adjusted by the National Geodetic Survey in July 2002..
 AW0326
 AW0326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0326
 AW0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0326
 AW0326.The ellipsoidal height was determined by GPS observations
 AW0326.and is referenced to NAD 83.
 AW0326
 AW0326.The geoid height was determined by GEOID03.
 AW0326
 AW0326.The dynamic height is computed by dividing the NAVD 88
 AW0326.geopotential number by the normal gravity value computed on the
 AW0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0326.degrees latitude (g = 980.6199 gals.).
 AW0326
 AW0326.The modeled gravity was interpolated from observed gravity values.
 AW0326
 AW0326;                    North         East     Units Scale Factor Converg.
 AW0326;SPC TXSC     - 4,221,080.211   944,618.471   MT  0.99989342   +1 44 47.2
 AW0326;SPC TXSC     -13,848,660.66  3,099,135.77   sFT  0.99989342   +1 44 47.2
 AW0326;UTM  15      - 3,296,977.297   264,580.609   MT  1.00028387   -1 12 36.3
 AW0326
 AW0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0326!SPC TXSC     -   1.00000152  x   0.99989342  =   0.99989494
 AW0326!UTM  15      -   1.00000152  x   1.00028387  =   1.00028540
 AW0326
 AW0326                          SUPERSEDED SURVEY CONTROL
 AW0326
 AW0326  NAVD 88 (06/15/91)   17.748  (m)           58.23   (f) UNKNOWN     1 2
 AW0326  NGVD 29 (12/23/87)   17.743  (m)           58.21   (f) ADJUSTED    1 2
 AW0326
 AW0326.Superseded values are not recommended for survey control.
 AW0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0326.See file dsdata.txt to determine how the superseded data were derived.
 AW0326
 AW0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6458196977(NAD 83)
 AW0326_MARKER: I = METAL ROD
 AW0326_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0326_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0326_STAMPING: P 1253 1978
 AW0326_MARK LOGO: NGS   
 AW0326_PROJECTION: FLUSH
 AW0326_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0326+STABILITY: POSITION/ELEVATION WELL
 AW0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0326+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1998
 AW0326_ROD/PIPE-DEPTH: 13.6 meters
 AW0326_SLEEVE-DEPTH  : 9.1 meters
 AW0326
 AW0326  HISTORY     - Date     Condition        Report By
 AW0326  HISTORY     - 1978     MONUMENTED       NGS
 AW0326  HISTORY     - 1981     GOOD             NGS
 AW0326  HISTORY     - 1983     GOOD             NGS
 AW0326  HISTORY     - 1986     GOOD             NGS
 AW0326  HISTORY     - 1987     GOOD             USPSQD
 AW0326  HISTORY     - 1991     GOOD             USPSQD
 AW0326  HISTORY     - 19931023 GOOD             USPSQD
 AW0326  HISTORY     - 19960204 GOOD             NGS
 AW0326  HISTORY     - 19980118 GOOD             NGS
 AW0326
 AW0326                          STATION DESCRIPTION
 AW0326
 AW0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0326'6.5 MI WEST FROM HOUSTON.
 AW0326'5.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0326'SWITCH CONTROL BUILDING NUMBER 108 IN HOUSTON, AND THENCE 0.7 MILE
 AW0326'EAST-SOUTHEAST ALONG KATY ROAD.  SET IN THE MEDIUM AMONGST A GROVE OF
 AW0326'PINES 0.05 MILE EAST OF THE MERGING OF HEMSTEADS SOUTH BOUND LANES
 AW0326'AND KATY ROADS EAST BOUND LANES, AT THE SOUTHEAST EDGE OF THE GROVE
 AW0326'OF PINE TREES, 285 FEET WEST OF THE CENTERLINE OF A CROSSOVER ROAD
 AW0326'ON THE EAST SIDE OF THE MEDIUM, 168 FEET SOUTH OF THE CENTERLINE OF
 AW0326'THE WEST BOUND LANES OF KATY ROAD, 111.5 FEET EAST OF THE EAST END
 AW0326'OF THE NORTH HEADWALL FOR A CULVERT UNDER THE EAST BOUND LANES OF
 AW0326'KATY ROAD, 66 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 AW0326'KATY ROAD, AND 97 FEET NORTH AND ACROSS THE EAST BOUND LANES OF KATY
 AW0326'ROAD FROM A POWER POLE WITH A STREET LAMP.  SLEEVE DEPTH IS 30 FEET,
 AW0326'MARK IS SET BELOW THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A
 AW0326'METAL ACCESS CAP.
 AW0326
 AW0326                          STATION RECOVERY (1981)
 AW0326
 AW0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0326'RECOVERED IN GOOD CONDITION.
 AW0326
 AW0326                          STATION RECOVERY (1983)
 AW0326
 AW0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0326'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0326'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0326'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0326'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0326'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 1.1 KM (0.7 MI) EAST-SOUTHEAST
 AW0326'ALONG KATY ROAD TO THE MARK, SET IN THE MEDIAN AMONG A GROVE OF PINES,
 AW0326'0.1 KM (0.05 MI) EAST OF THE MERGING OF HEMPSTEADS SOUTHBOUND LANES
 AW0326'AND KATY ROAD EASTBOUND LANES, AT THE SOUTHEAST EDGE OF THE PINE
 AW0326'TREES, 86.8 METERS (285.0 FT) WEST OF THE CENTER OF A CROSSOVER ROAD
 AW0326'ON THE EAST SIDE OF THE MEDIAN, 51.2 METERS (168.0 FT) SOUTH OF THE
 AW0326'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 33.9 METERS (111.5 FT)
 AW0326'EAST OF THE EAST END OF THE NORTH HEADWALL OF A CULVERT UNDER THE
 AW0326'EASTBOUND LANES OF THE KATY ROAD, AND 20.1 METERS (66.0 FT) NORTH OF
 AW0326'THE CENTERLINE OF THE EASTBOUND LANES OF KATY ROAD.
 AW0326'THE MARK IS 0.3 M ABOVE KATY ROAD.
 AW0326
 AW0326                          STATION RECOVERY (1986)
 AW0326
 AW0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0326'RECOVERED IN GOOD CONDITION.
 AW0326
 AW0326                          STATION RECOVERY (1987)
 AW0326
 AW0326'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0326'RECOVERED IN GOOD CONDITION.
 AW0326
 AW0326                          STATION RECOVERY (1991)
 AW0326
 AW0326'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AW0326'RECOVERED IN GOOD CONDITION.
 AW0326
 AW0326                          STATION RECOVERY (1993)
 AW0326
 AW0326'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0326'RECOVERED IN GOOD CONDITION.
 AW0326
 AW0326                          STATION RECOVERY (1996)
 AW0326
 AW0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0326'0.7 KM (0.45 MI) WESTERLY ALONG KATY ROAD FROM THE JUNCTION OF
 AW0326'INTERSTATE HIGHWAY 10 IN HOUSTON, IN THE MEDIAN OF THE ROAD, ALONG THE
 AW0326'SOUTH EDGE OF A SMALL GROVE OF PINE TREES IN WASHINGTON PARK, 51.2 M
 AW0326'(168.0 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AW0326'HIGHWAY, 40.0 M (131.2 FT) EAST OF THE EAST END OF THE NORTH HEADWALL
 AW0326'OF A CULVERT UNDER THE EASTBOUND LANES OF THE ROAD, 20.1 M (65.9 FT)
 AW0326'NORTH OF THE CENTER OF THE EASTBOUND LANES OF THE ROAD, 20.0 M (65.6
 AW0326'FT) SOUTHWEST OF A MONUMENT (JEFFERSON DAVIS HWY NO 6) , OF THE SOUTH
 AW0326'CURB OF THE EASTBOUND LANES OF THE ROAD, AND 0.4 M (1.3 FT) BELOW THE
 AW0326'LEVEL OF THE EASTBOUND LANES OF THE ROAD. NOTE--ACCESS TO THE DATUM
 AW0326'POINT IS THROUGH A 5-INCH LOGO CAP.
 AW0326
 AW0326                          STATION RECOVERY (1998)
 AW0326
 AW0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AW0326'STATION WAS RECOVERED USING THE 1996 DESCRIPTION, ALL DIRECTIONS AND
 AW0326'DISTANCES CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1849 ***********************************************************************
 AW1849  DESIGNATION -  P 1254
 AW1849  PID         -  AW1849
 AW1849  STATE/COUNTY-  TX/HARRIS
 AW1849  USGS QUAD   -  WARREN LAKE (1980)
 AW1849
 AW1849                         *CURRENT SURVEY CONTROL
 AW1849  ___________________________________________________________________
 AW1849* NAD 83(1986)-  29 59 51.     (N)    095 46 00.     (W)     SCALED    
 AW1849* NAVD 88     -        57.300  (meters)     187.99   (feet)  ADJUSTED  
 AW1849  ___________________________________________________________________
 AW1849  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW1849  DYNAMIC HT  -          57.222 (meters)     187.74  (feet)  COMP
 AW1849  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 AW1849
 AW1849  VERT ORDER  -  FIRST     CLASS II
 AW1849
 AW1849.The horizontal coordinates were scaled from a topographic map and have
 AW1849.an estimated accuracy of +/- 6 seconds.
 AW1849
 AW1849.The orthometric height was determined by differential leveling
 AW1849.and adjusted by the National Geodetic Survey in June 1991..
 AW1849
 AW1849.The geoid height was determined by GEOID03.
 AW1849
 AW1849.The dynamic height is computed by dividing the NAVD 88
 AW1849.geopotential number by the normal gravity value computed on the
 AW1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1849.degrees latitude (g = 980.6199 gals.).
 AW1849
 AW1849.The modeled gravity was interpolated from observed gravity values.
 AW1849
 AW1849;                    North         East    Units  Estimated Accuracy
 AW1849;SPC TXSC     - 4,244,160.      911,920.      MT  (+/- 180 meters Scaled)
 AW1849
 AW1849                          SUPERSEDED SURVEY CONTROL
 AW1849
 AW1849  NGVD 29 (12/23/87)   57.292  (m)          187.97   (f) ADJUSTED    1 2
 AW1849
 AW1849.Superseded values are not recommended for survey control.
 AW1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1849.See file dsdata.txt to determine how the superseded data were derived.
 AW1849
 AW1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP331217(NAD 83)
 AW1849_MARKER: I = METAL ROD
 AW1849_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1849_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1849_STAMPING: P 1254 1978
 AW1849_MARK LOGO: NGS   
 AW1849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1849+STABILITY: POSITION/ELEVATION WELL
 AW1849
 AW1849  HISTORY     - Date     Condition        Report By
 AW1849  HISTORY     - 1978     MONUMENTED       NGS
 AW1849  HISTORY     - 1981     MARK NOT FOUND   NGS
 AW1849  HISTORY     - 1986     GOOD             NGS
 AW1849  HISTORY     - 19940205 GOOD             USPSQD
 AW1849
 AW1849                          STATION DESCRIPTION
 AW1849
 AW1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1849'4.5 MI NW FROM CYPRESS.
 AW1849'ABOUT 4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION
 AW1849'WITH CYPRESS SPRING ROAD IN CYPRESS, 0.15 MILE NORTHWEST OF A
 AW1849'POWERLINE CROSSING THE ROAD, 50 FEET NORTHEAST OF THE NORTHEAST RAIL,
 AW1849'45 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 AW1849'HIGHWAY, AND 41 FEET SOUTHEAST OF AN UNDERGROUND CABLE MARKER POST,
 AW1849'NUMBER 73.6.  SLEEVE IS SET AT A DEPTH OF 40 FEET.
 AW1849
 AW1849                          STATION RECOVERY (1981)
 AW1849
 AW1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1849'SEARCHED FOR, NOT RECOVERED.  MARK WAS REPORTED DESTROYED JUNE, 1978.
 AW1849
 AW1849                          STATION RECOVERY (1986)
 AW1849
 AW1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1849'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.5 M
 AW1849'(1.6 FT) NORTHEAST OF A WITNESS POST.  NOTE--THIS MARK WAS REPORTED
 AW1849'DESTROYED IN JUNE OF 1978.
 AW1849
 AW1849                          STATION RECOVERY (1994)
 AW1849
 AW1849'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0099 ***********************************************************************
 AM0099  DESIGNATION -  P 1255
 AM0099  PID         -  AM0099
 AM0099  STATE/COUNTY-  TX/BRAZORIA
 AM0099  USGS QUAD   -  FREEPORT (1974)
 AM0099
 AM0099                         *CURRENT SURVEY CONTROL
 AM0099  ___________________________________________________________________
 AM0099* NAD 83(1986)-  28 57 39.     (N)    095 16 35.     (W)     SCALED    
 AM0099* NAVD 88     -         2.35   (+/-2cm)       7.7    (feet)  VERTCON   
 AM0099  ___________________________________________________________________
 AM0099  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0099
 AM0099  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0099
 AM0099.The horizontal coordinates were scaled from a topographic map and have
 AM0099.an estimated accuracy of +/- 6 seconds.
 AM0099
 AM0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0099.The vertical order pertains to the NGVD 29 superseded value.
 AM0099
 AM0099.The geoid height was determined by GEOID03.
 AM0099
 AM0099;                    North         East    Units  Estimated Accuracy
 AM0099;SPC TXSC     - 4,130,740.      962,860.      MT  (+/- 180 meters Scaled)
 AM0099
 AM0099                          SUPERSEDED SURVEY CONTROL
 AM0099
 AM0099  NGVD 29 (??/??/92)    2.367  (m)            7.77   (f) ADJ UNCH    1 1
 AM0099
 AM0099.Superseded values are not recommended for survey control.
 AM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0099.See file dsdata.txt to determine how the superseded data were derived.
 AM0099
 AM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN781057(NAD 83)
 AM0099_MARKER: DB = BENCH MARK DISK
 AM0099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0099_SP_SET: STAINLESS STEEL ROD
 AM0099_STAMPING: P 1255 1978
 AM0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0099
 AM0099  HISTORY     - Date     Condition        Report By
 AM0099  HISTORY     - 1978     MONUMENTED       NGS
 AM0099  HISTORY     - 1989     GOOD             USPSQD
 AM0099  HISTORY     - 1990     GOOD             USPSQD
 AM0099  HISTORY     - 19950501 GOOD             USPSQD
 AM0099  HISTORY     - 20040209 POOR             USPSQD
 AM0099  HISTORY     - 20050218 POOR             USPSQD
 AM0099
 AM0099                          STATION DESCRIPTION
 AM0099
 AM0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0099'1.2 MI NE FROM SURFSIDE.
 AM0099'1.2 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AM0099'STATE HIGHWAY 332 IN SURFSIDE. 57 FT NORTHWEST OF CENTERLINE
 AM0099'OF THE ROAD, 2 FT NORTHEAST OF A POWERLINE POLE, 70 FT
 AM0099'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SEA VIEW CAFE.
 AM0099
 AM0099                          STATION RECOVERY (1989)
 AM0099
 AM0099'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0099'RECOVERED IN GOOD CONDITION.
 AM0099
 AM0099                          STATION RECOVERY (1990)
 AM0099
 AM0099'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AM0099'RECOVERED IN GOOD CONDITION.
 AM0099
 AM0099                          STATION RECOVERY (1995)
 AM0099
 AM0099'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0099'RECOVERED IN GOOD CONDITION.
 AM0099
 AM0099                          STATION RECOVERY (2004)
 AM0099
 AM0099'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0099'CAP AND DISK ARE MISSING BUT THE ROD IS IN GOOD.
 AM0099
 AM0099                          STATION RECOVERY (2005)
 AM0099
 AM0099'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0099'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0132 ***********************************************************************
 AM0132  DESIGNATION -  P 1256
 AM0132  PID         -  AM0132
 AM0132  STATE/COUNTY-  TX/MATAGORDA
 AM0132  USGS QUAD   -  WADSWORTH (1972)
 AM0132
 AM0132                         *CURRENT SURVEY CONTROL
 AM0132  ___________________________________________________________________
 AM0132* NAD 83(1986)-  28 47 38.     (N)    095 56 01.     (W)     SCALED    
 AM0132* NAVD 88     -         7.28   (+/-2cm)      23.9    (feet)  VERTCON   
 AM0132  ___________________________________________________________________
 AM0132  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AM0132
 AM0132  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0132
 AM0132.The horizontal coordinates were scaled from a topographic map and have
 AM0132.an estimated accuracy of +/- 6 seconds.
 AM0132
 AM0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0132.The vertical order pertains to the NGVD 29 superseded value.
 AM0132
 AM0132.The geoid height was determined by GEOID03.
 AM0132
 AM0132;                    North         East    Units  Estimated Accuracy
 AM0132;SPC TXSC     - 4,110,380.      899,310.      MT  (+/- 180 meters Scaled)
 AM0132
 AM0132                          SUPERSEDED SURVEY CONTROL
 AM0132
 AM0132  NGVD 29 (??/??/92)    7.330  (m)           24.05   (f) ADJ UNCH    1 1
 AM0132
 AM0132.Superseded values are not recommended for survey control.
 AM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0132.See file dsdata.txt to determine how the superseded data were derived.
 AM0132
 AM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM136886(NAD 83)
 AM0132_MARKER: DB = BENCH MARK DISK
 AM0132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0132_SP_SET: STAINLESS STEEL ROD
 AM0132_STAMPING: P 1256 1978
 AM0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0132
 AM0132  HISTORY     - Date     Condition        Report By
 AM0132  HISTORY     - 1978     MONUMENTED       NGS
 AM0132  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0132
 AM0132                          STATION DESCRIPTION
 AM0132
 AM0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0132'2.85 MI SOUTH FROM WADSWORTH.
 AM0132'2.85 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AM0132'WADSWORTH, 46 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FT.
 AM0132'SOUTH OF A TELEPHONE POLE, 68 FT. SOUTH OF A FENCE CORNER.
 AM0132
 AM0132                          STATION RECOVERY (2006)
 AM0132
 AM0132'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0132'NEW CHAINLINK FENCE IN THIS AREA.  THE AREA HAS HAD ABOUT 1 FOOT OF
 AM0132'NEW SAND FILLED IN.  COULD NOT FIND THE MARK EVEN WITH LOTS OF
 AM0132'PROBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0148 ***********************************************************************
 AH0148  DESIGNATION -  P 1257
 AH0148  PID         -  AH0148
 AH0148  STATE/COUNTY-  TX/SAN PATRICIO
 AH0148  USGS QUAD   -  GREGORY (1975)
 AH0148
 AH0148                         *CURRENT SURVEY CONTROL
 AH0148  ___________________________________________________________________
 AH0148* NAD 83(1986)-  27 54 11.     (N)    097 15 15.     (W)     SCALED    
 AH0148* NAVD 88     -         7.359  (meters)      24.14   (feet)  ADJUSTED  
 AH0148  ___________________________________________________________________
 AH0148  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AH0148  DYNAMIC HT  -           7.348 (meters)      24.11  (feet)  COMP
 AH0148  MODELED GRAV-     979,138.7   (mgal)                       NAVD 88
 AH0148
 AH0148  VERT ORDER  -  FIRST     CLASS I
 AH0148
 AH0148.The horizontal coordinates were scaled from a topographic map and have
 AH0148.an estimated accuracy of +/- 6 seconds.
 AH0148
 AH0148.The orthometric height was determined by differential leveling
 AH0148.and adjusted by the National Geodetic Survey in June 1991..
 AH0148
 AH0148.The geoid height was determined by GEOID03.
 AH0148
 AH0148.The dynamic height is computed by dividing the NAVD 88
 AH0148.geopotential number by the normal gravity value computed on the
 AH0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0148.degrees latitude (g = 980.6199 gals.).
 AH0148
 AH0148.The modeled gravity was interpolated from observed gravity values.
 AH0148
 AH0148;                    North         East    Units  Estimated Accuracy
 AH0148;SPC TX S     - 5,248,390.      422,650.      MT  (+/- 180 meters Scaled)
 AH0148
 AH0148                          SUPERSEDED SURVEY CONTROL
 AH0148
 AH0148  NGVD 29 (??/??/92)    7.531  (m)           24.71   (f) ADJ UNCH    1 1
 AH0148
 AH0148.Superseded values are not recommended for survey control.
 AH0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0148.See file dsdata.txt to determine how the superseded data were derived.
 AH0148
 AH0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR718876(NAD 83)
 AH0148_MARKER: DV = VERTICAL CONTROL DISK
 AH0148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0148_SP_SET: STAINLESS STEEL ROD
 AH0148_STAMPING: P 1257 1978
 AH0148_MARK LOGO: NGS   
 AH0148_MAGNETIC: I = MARKER IS A STEEL ROD
 AH0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0148+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0148
 AH0148  HISTORY     - Date     Condition        Report By
 AH0148  HISTORY     - 1978     MONUMENTED       NGS
 AH0148  HISTORY     - 1987     GOOD             USPSQD
 AH0148  HISTORY     - 1988     GOOD             USPSQD
 AH0148  HISTORY     - 19950610 GOOD             USPSQD
 AH0148  HISTORY     - 19970203 GOOD             NGS
 AH0148
 AH0148                          STATION DESCRIPTION
 AH0148
 AH0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0148'2.7 MI SE FROM GREGORY.
 AH0148'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 361 FROM THE POST OFFICE
 AH0148'AT GREGORY, 3.3 MILES NORTHWEST OF INGLESIDE, 150 FT NORTHEAST AND
 AH0148'ACCROSS THE HIGHWAY FROM A STEEL HIGH VOLTAGE TRANSMISSION TOWER,
 AH0148'51 FT NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES
 AH0148'OF HIGHWAY, 50 FT SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI
 AH0148'PACIFIC RAILROAD, 13 FT SOUTHEAST OF A POWERLINE POLE.
 AH0148
 AH0148                          STATION RECOVERY (1987)
 AH0148
 AH0148'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0148'RECOVERED IN GOOD CONDITION.
 AH0148
 AH0148                          STATION RECOVERY (1988)
 AH0148
 AH0148'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AH0148'RECOVERED IN GOOD CONDITION.
 AH0148
 AH0148                          STATION RECOVERY (1995)
 AH0148
 AH0148'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0148'RECOVERED IN GOOD CONDITION.
 AH0148
 AH0148                          STATION RECOVERY (1997)
 AH0148
 AH0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0148'4.3 KM (2.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AH0148'OFFICE IN GREGORY, 15.4 M (50.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 AH0148'SOUTHERN PACIFIC RAILROAD, 14.9 M (48.9 FT) NORTHEAST OF THE
 AH0148'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT)
 AH0148'SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AH0148'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH
 AH0148'WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0084 ***********************************************************************
 AO0084  DESIGNATION -  P 126
 AO0084  PID         -  AO0084
 AO0084  STATE/COUNTY-  TX/LIVE OAK
 AO0084  USGS QUAD   -  THREE RIVERS (1984)
 AO0084
 AO0084                         *CURRENT SURVEY CONTROL
 AO0084  ___________________________________________________________________
 AO0084* NAD 83(1986)-  28 27 43.     (N)    098 12 37.     (W)     SCALED    
 AO0084* NAVD 88     -        44.327  (meters)     145.43   (feet)  ADJUSTED  
 AO0084  ___________________________________________________________________
 AO0084  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AO0084  DYNAMIC HT  -          44.262 (meters)     145.22  (feet)  COMP
 AO0084  MODELED GRAV-     979,171.7   (mgal)                       NAVD 88
 AO0084
 AO0084  VERT ORDER  -  SECOND    CLASS 0
 AO0084
 AO0084.The horizontal coordinates were scaled from a topographic map and have
 AO0084.an estimated accuracy of +/- 6 seconds.
 AO0084
 AO0084.The orthometric height was determined by differential leveling
 AO0084.and adjusted by the National Geodetic Survey in June 1991..
 AO0084
 AO0084.The geoid height was determined by GEOID03.
 AO0084
 AO0084.The dynamic height is computed by dividing the NAVD 88
 AO0084.geopotential number by the normal gravity value computed on the
 AO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0084.degrees latitude (g = 980.6199 gals.).
 AO0084
 AO0084.The modeled gravity was interpolated from observed gravity values.
 AO0084
 AO0084;                    North         East    Units  Estimated Accuracy
 AO0084;SPC TXSC     - 4,069,930.      677,340.      MT  (+/- 180 meters Scaled)
 AO0084
 AO0084                          SUPERSEDED SURVEY CONTROL
 AO0084
 AO0084  NGVD 29 (??/??/92)   44.303  (m)          145.35   (f) ADJ UNCH    2 0
 AO0084
 AO0084.Superseded values are not recommended for survey control.
 AO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0084.See file dsdata.txt to determine how the superseded data were derived.
 AO0084
 AO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS773486(NAD 83)
 AO0084_MARKER: DB = BENCH MARK DISK
 AO0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0084_STAMPING: 145.374 P 126 1933
 AO0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0084+STABILITY: SURFACE MOTION
 AO0084
 AO0084  HISTORY     - Date     Condition        Report By
 AO0084  HISTORY     - 1933     MONUMENTED       CGS
 AO0084  HISTORY     - 1951     GOOD             USGS
 AO0084
 AO0084                          STATION DESCRIPTION
 AO0084
 AO0084'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AO0084'1.9 MI W FROM THREE RIVERS.
 AO0084'1.6 MILES WEST ALONG FARM ROAD 63 FROM THE MISSOURI PACIFIC RAILROAD
 AO0084'STATION AT THREE RIVERS, LIVE OAK COUNTY, THENCE 0.3 MILE SOUTHEAST.
 AO0084'43 FEET WEST OF THE INTERSECTION OF THREE ROADS, AND 6 FEET SOUTHWEST
 AO0084'OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED 145.374 P 126 1933 AND
 AO0084'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0060 ***********************************************************************
 AH0060  DESIGNATION -  P 1271
 AH0060  PID         -  AH0060
 AH0060  STATE/COUNTY-  TX/NUECES
 AH0060  USGS QUAD   -  ROBSTOWN (1975)
 AH0060
 AH0060                         *CURRENT SURVEY CONTROL
 AH0060  ___________________________________________________________________
 AH0060* NAD 83(1986)-  27 47 01.     (N)    097 38 09.     (W)     SCALED    
 AH0060* NAVD 88     -        20.660  (meters)      67.78   (feet)  ADJUSTED  
 AH0060  ___________________________________________________________________
 AH0060  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0060  DYNAMIC HT  -          20.628 (meters)      67.68  (feet)  COMP
 AH0060  MODELED GRAV-     979,119.6   (mgal)                       NAVD 88
 AH0060
 AH0060  VERT ORDER  -  FIRST     CLASS I
 AH0060
 AH0060.The horizontal coordinates were scaled from a topographic map and have
 AH0060.an estimated accuracy of +/- 6 seconds.
 AH0060
 AH0060.The orthometric height was determined by differential leveling
 AH0060.and adjusted by the National Geodetic Survey in June 1991..
 AH0060
 AH0060.The geoid height was determined by GEOID03.
 AH0060
 AH0060.The dynamic height is computed by dividing the NAVD 88
 AH0060.geopotential number by the normal gravity value computed on the
 AH0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0060.degrees latitude (g = 980.6199 gals.).
 AH0060
 AH0060.The modeled gravity was interpolated from observed gravity values.
 AH0060
 AH0060;                    North         East    Units  Estimated Accuracy
 AH0060;SPC TX S     - 5,234,840.      385,170.      MT  (+/- 180 meters Scaled)
 AH0060
 AH0060                          SUPERSEDED SURVEY CONTROL
 AH0060
 AH0060.No superseded survey control is available for this station.
 AH0060
 AH0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR344739(NAD 83)
 AH0060_MARKER: DB = BENCH MARK DISK
 AH0060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0060_SP_SET: STAINLESS STEEL ROD
 AH0060_STAMPING: P 1271 1978
 AH0060_MARK LOGO: NGS   
 AH0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0060
 AH0060  HISTORY     - Date     Condition        Report By
 AH0060  HISTORY     - 1978     MONUMENTED       NGS
 AH0060  HISTORY     - 1981     GOOD             NGS
 AH0060  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0060
 AH0060                          STATION DESCRIPTION
 AH0060
 AH0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0060'1.8 MI EAST FROM ROBSTOWN.
 AH0060'1.8 MILES EAST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH THE
 AH0060'MISSOURI PACIFIC RAILROAD IN ROBSTOWN, AT A PAVED ROAD LEADING SOUTH,
 AH0060'60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF THE
 AH0060'CENTERLINE OF THE PAVED ROAD AND 1 FOOT NORTH OF UTILITY POLE
 AH0060'NUMBER 224.
 AH0060
 AH0060                          STATION RECOVERY (1981)
 AH0060
 AH0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0060'RECOVERED IN GOOD CONDITION.  ROD CASING FLUSH WITH THE GROUND.
 AH0060
 AH0060                          STATION RECOVERY (2001)
 AH0060
 AH0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0060'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1848 ***********************************************************************
 AN1848  DESIGNATION -  P 1272
 AN1848  PID         -  AN1848
 AN1848  STATE/COUNTY-  TX/REFUGIO
 AN1848  USGS QUAD   -  QUINTANA (1979)
 AN1848
 AN1848                         *CURRENT SURVEY CONTROL
 AN1848  ___________________________________________________________________
 AN1848* NAD 83(1986)-  28 19 55.     (N)    097 14 59.     (W)     SCALED    
 AN1848* NAVD 88     -        15.584  (meters)      51.13   (feet)  ADJUSTED  
 AN1848  ___________________________________________________________________
 AN1848  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN1848  DYNAMIC HT  -          15.561 (meters)      51.05  (feet)  COMP
 AN1848  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 AN1848
 AN1848  VERT ORDER  -  FIRST     CLASS I
 AN1848
 AN1848.The horizontal coordinates were scaled from a topographic map and have
 AN1848.an estimated accuracy of +/- 6 seconds.
 AN1848
 AN1848.The orthometric height was determined by differential leveling
 AN1848.and adjusted by the National Geodetic Survey in June 1991..
 AN1848
 AN1848.The geoid height was determined by GEOID03.
 AN1848
 AN1848.The dynamic height is computed by dividing the NAVD 88
 AN1848.geopotential number by the normal gravity value computed on the
 AN1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1848.degrees latitude (g = 980.6199 gals.).
 AN1848
 AN1848.The modeled gravity was interpolated from observed gravity values.
 AN1848
 AN1848;                    North         East    Units  Estimated Accuracy
 AN1848;SPC TXSC     - 4,056,550.      771,630.      MT  (+/- 180 meters Scaled)
 AN1848
 AN1848                          SUPERSEDED SURVEY CONTROL
 AN1848
 AN1848  NGVD 29 (??/??/92)   15.739  (m)           51.64   (f) ADJ UNCH    1 1
 AN1848
 AN1848.Superseded values are not recommended for survey control.
 AN1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1848.See file dsdata.txt to determine how the superseded data were derived.
 AN1848
 AN1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS715352(NAD 83)
 AN1848_MARKER: DB = BENCH MARK DISK
 AN1848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1848_SP_SET: BRIDGE ABUTMENT
 AN1848_STAMPING: P 1272 1978
 AN1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1848
 AN1848  HISTORY     - Date     Condition        Report By
 AN1848  HISTORY     - 1978     MONUMENTED       NGS
 AN1848  HISTORY     - 19910408 GOOD             USPSQD
 AN1848  HISTORY     - 19940716 GOOD             USPSQD
 AN1848  HISTORY     - 19990724 GOOD             USPSQD
 AN1848
 AN1848                          STATION DESCRIPTION
 AN1848
 AN1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1848'3.3 MI NE FROM REFUGIO.
 AN1848'3.3 MILES NORTHEAST ALONG U. S. HIGHWAY 77 FROM THE COURTHOUSE IN
 AN1848'REFUGIO, SET IN THE TOP OF AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE
 AN1848'NORTHEAST BRIDGE ABUTMENT OF THE MISSOURI PACIFIC RAILROAD BRIDGE.
 AN1848
 AN1848                          STATION RECOVERY (1991)
 AN1848
 AN1848'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN1848'RECOVERED IN GOOD CONDITION.
 AN1848
 AN1848                          STATION RECOVERY (1994)
 AN1848
 AN1848'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1848'RECOVERED IN GOOD CONDITION.
 AN1848
 AN1848                          STATION RECOVERY (1999)
 AN1848
 AN1848'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1850 ***********************************************************************
 AN1850  DESIGNATION -  P 1273
 AN1850  PID         -  AN1850
 AN1850  STATE/COUNTY-  TX/REFUGIO
 AN1850  USGS QUAD   -  REFUGIO (1979)
 AN1850
 AN1850                         *CURRENT SURVEY CONTROL
 AN1850  ___________________________________________________________________
 AN1850* NAD 83(1986)-  28 18 57.     (N)    097 16 19.     (W)     SCALED    
 AN1850* NAVD 88     -        14.689  (meters)      48.19   (feet)  ADJUSTED  
 AN1850  ___________________________________________________________________
 AN1850  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1850  DYNAMIC HT  -          14.667 (meters)      48.12  (feet)  COMP
 AN1850  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AN1850
 AN1850  VERT ORDER  -  FIRST     CLASS I
 AN1850
 AN1850.The horizontal coordinates were scaled from a topographic map and have
 AN1850.an estimated accuracy of +/- 6 seconds.
 AN1850
 AN1850.The orthometric height was determined by differential leveling
 AN1850.and adjusted by the National Geodetic Survey in June 1991..
 AN1850
 AN1850.The geoid height was determined by GEOID03.
 AN1850
 AN1850.The dynamic height is computed by dividing the NAVD 88
 AN1850.geopotential number by the normal gravity value computed on the
 AN1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1850.degrees latitude (g = 980.6199 gals.).
 AN1850
 AN1850.The modeled gravity was interpolated from observed gravity values.
 AN1850
 AN1850;                    North         East    Units  Estimated Accuracy
 AN1850;SPC TXSC     - 4,054,730.      769,470.      MT  (+/- 180 meters Scaled)
 AN1850
 AN1850                          SUPERSEDED SURVEY CONTROL
 AN1850
 AN1850  NGVD 29 (??/??/92)   14.845  (m)           48.70   (f) ADJ UNCH    1 1
 AN1850
 AN1850.Superseded values are not recommended for survey control.
 AN1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1850.See file dsdata.txt to determine how the superseded data were derived.
 AN1850
 AN1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS694334(NAD 83)
 AN1850_MARKER: DB = BENCH MARK DISK
 AN1850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1850_SP_SET: HEADWALL
 AN1850_STAMPING: P 1273 1978
 AN1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1850
 AN1850  HISTORY     - Date     Condition        Report By
 AN1850  HISTORY     - 1978     MONUMENTED       NGS
 AN1850  HISTORY     - 19910408 GOOD             USPSQD
 AN1850  HISTORY     - 19940716 GOOD             USPSQD
 AN1850  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1850
 AN1850                          STATION DESCRIPTION
 AN1850
 AN1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1850'1.5 MI NE FROM REFUGIO.
 AN1850'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1850'REFUGIO, 0.05 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 182,
 AN1850'SET IN THE TOP AND 1 FT SOUTHWEST OF THE NORTHEAST END OF THE
 AN1850'NORTHWEST HEADWALL OF A MULTI-BOX CULVERT, 20 FT NORTHWEST OF THE
 AN1850'CENTER LINE OF THE HIGHWAY.
 AN1850
 AN1850                          STATION RECOVERY (1991)
 AN1850
 AN1850'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN1850'RECOVERED IN GOOD CONDITION.
 AN1850
 AN1850                          STATION RECOVERY (1994)
 AN1850
 AN1850'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1850'RECOVERED IN GOOD CONDITION.
 AN1850
 AN1850                          STATION RECOVERY (1999)
 AN1850
 AN1850'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0058 ***********************************************************************
 AM0058  DESIGNATION -  P 1274
 AM0058  PID         -  AM0058
 AM0058  STATE/COUNTY-  TX/BRAZORIA
 AM0058  USGS QUAD   -  FREEPORT (1974)
 AM0058
 AM0058                         *CURRENT SURVEY CONTROL
 AM0058  ___________________________________________________________________
 AM0058* NAD 83(1986)-  28 57 23.     (N)    095 21 31.     (W)     SCALED    
 AM0058* NAVD 88     -         5.15   (+/-2cm)      16.9    (feet)  VERTCON   
 AM0058  ___________________________________________________________________
 AM0058  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0058
 AM0058  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0058
 AM0058.The horizontal coordinates were scaled from a topographic map and have
 AM0058.an estimated accuracy of +/- 6 seconds.
 AM0058
 AM0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0058.The vertical order pertains to the NGVD 29 superseded value.
 AM0058
 AM0058.The geoid height was determined by GEOID03.
 AM0058
 AM0058;                    North         East    Units  Estimated Accuracy
 AM0058;SPC TXSC     - 4,129,990.      954,860.      MT  (+/- 180 meters Scaled)
 AM0058
 AM0058                          SUPERSEDED SURVEY CONTROL
 AM0058
 AM0058  NGVD 29 (??/??/92)    5.169  (m)           16.96   (f) ADJ UNCH    1 1
 AM0058
 AM0058.Superseded values are not recommended for survey control.
 AM0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0058.See file dsdata.txt to determine how the superseded data were derived.
 AM0058
 AM0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN701054(NAD 83)
 AM0058_MARKER: DB = BENCH MARK DISK
 AM0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0058_SP_SET: CONCRETE BRIDGE
 AM0058_STAMPING: P 1274 1978
 AM0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0058
 AM0058  HISTORY     - Date     Condition        Report By
 AM0058  HISTORY     - 1978     MONUMENTED       NGS
 AM0058  HISTORY     - 1990     GOOD             USPSQD
 AM0058  HISTORY     - 19980425 GOOD             USPSQD
 AM0058
 AM0058                          STATION DESCRIPTION
 AM0058
 AM0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0058'IN FREEPORT.
 AM0058'SET IN TOP AND 0.5 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTH
 AM0058'ABUTMENT OF THE VELASCO AVENUE BRIDGE.
 AM0058
 AM0058                          STATION RECOVERY (1990)
 AM0058
 AM0058'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AM0058'RECOVERED IN GOOD CONDITION.
 AM0058
 AM0058                          STATION RECOVERY (1998)
 AM0058
 AM0058'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1937 ***********************************************************************
 AW1937  DESIGNATION -  P 1276
 AW1937  PID         -  AW1937
 AW1937  STATE/COUNTY-  TX/HARRIS
 AW1937  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1937
 AW1937                         *CURRENT SURVEY CONTROL
 AW1937  ___________________________________________________________________
 AW1937* NAD 83(1986)-  29 35 05.     (N)    095 09 43.     (W)     SCALED    
 AW1937* NAVD 88     -         7.194  (meters)      23.60   (feet)  ADJUSTED  
 AW1937  ___________________________________________________________________
 AW1937  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW1937  DYNAMIC HT  -           7.184 (meters)      23.57  (feet)  COMP
 AW1937  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AW1937
 AW1937  VERT ORDER  -  FIRST     CLASS II
 AW1937
 AW1937.The horizontal coordinates were scaled from a topographic map and have
 AW1937.an estimated accuracy of +/- 6 seconds.
 AW1937
 AW1937.The orthometric height was determined by differential leveling
 AW1937.and adjusted by the National Geodetic Survey in June 1991..
 AW1937
 AW1937.The geoid height was determined by GEOID03.
 AW1937
 AW1937.The dynamic height is computed by dividing the NAVD 88
 AW1937.geopotential number by the normal gravity value computed on the
 AW1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1937.degrees latitude (g = 980.6199 gals.).
 AW1937
 AW1937.The modeled gravity was interpolated from observed gravity values.
 AW1937
 AW1937;                    North         East    Units  Estimated Accuracy
 AW1937;SPC TXSC     - 4,200,200.      971,740.      MT  (+/- 180 meters Scaled)
 AW1937
 AW1937                          SUPERSEDED SURVEY CONTROL
 AW1937
 AW1937  NGVD 29 (12/23/87)    7.191  (m)           23.59   (f) ADJUSTED    1 2
 AW1937
 AW1937.Superseded values are not recommended for survey control.
 AW1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1937.See file dsdata.txt to determine how the superseded data were derived.
 AW1937
 AW1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN905747(NAD 83)
 AW1937_MARKER: I = METAL ROD
 AW1937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1937_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1937_STAMPING: P 1276 1978
 AW1937_MARK LOGO: NGS   
 AW1937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1937+STABILITY: POSITION/ELEVATION WELL
 AW1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1937+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AW1937
 AW1937  HISTORY     - Date     Condition        Report By
 AW1937  HISTORY     - 1978     MONUMENTED       NGS
 AW1937  HISTORY     - 1978     GOOD             USPSQD
 AW1937  HISTORY     - 1981     GOOD             NGS
 AW1937  HISTORY     - 1985     GOOD             USPSQD
 AW1937  HISTORY     - 1986     GOOD             NGS
 AW1937  HISTORY     - 1987     GOOD             USPSQD
 AW1937  HISTORY     - 1987     GOOD             USPSQD
 AW1937  HISTORY     - 1987     GOOD             USPSQD
 AW1937  HISTORY     - 1987     GOOD             USPSQD
 AW1937  HISTORY     - 1987     GOOD             USPSQD
 AW1937  HISTORY     - 1987     GOOD             USPSQD
 AW1937  HISTORY     - 1987     GOOD             USPSQD
 AW1937  HISTORY     - 1987     GOOD             USPSQD
 AW1937  HISTORY     - 1987     GOOD             USPSQD
 AW1937  HISTORY     - 1987     GOOD             USPSQD
 AW1937  HISTORY     - 19870412 GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1988     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1989     GOOD             USPSQD
 AW1937  HISTORY     - 1990     GOOD             USPSQD
 AW1937  HISTORY     - 1990     GOOD             USPSQD
 AW1937  HISTORY     - 19940219 GOOD             USPSQD
 AW1937  HISTORY     - 20000124 GOOD             USPSQD
 AW1937  HISTORY     - 20010331 GOOD             NGS
 AW1937  HISTORY     - 20050828 GOOD             USPSQD
 AW1937  HISTORY     - 20050829 GOOD             USPSQD
 AW1937
 AW1937                          STATION DESCRIPTION
 AW1937
 AW1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1937'4.1 MI NW FROM WEBSTER.
 AW1937'ABOUT 4.1 MILES ORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1937'NASA 1 HIGHWAY IN WEBSTER, 0.3 MILE NORTH OF Q 1276, 300 FEET SOUTH
 AW1937'OF THE SOUTH EDGE OF A SHELL ROAD LEADING EAST, 75 FEET NORTHEAST OF
 AW1937'THE CENTERLINE OF THE HIGHWAY, 56 FEET NORTHEAST OF THE NORTHEAST
 AW1937'CORNER OF A FENCE PROTECTING AN ABOVE GROUND SECTION OF A PIPELINE,
 AW1937'AND 11 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON
 AW1937'AND HENDERSON RAILROAD.  THE SLEEVE IS 20 FEET DEEP, -2 INCHES BELOW
 AW1937'THE GROUND.
 AW1937
 AW1937                          STATION RECOVERY (1978)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1978 (JGM)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1981)
 AW1937
 AW1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1985)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1986)
 AW1937
 AW1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1937'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE SHELL
 AW1937'ROAD MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW PAVED.  ADD--1.8 M
 AW1937'(5.9 FT) NORTH OF MILE MARKER 20.
 AW1937
 AW1937                          STATION RECOVERY (1987)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1987)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1987)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1987)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1987)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1987)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1987)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1987)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1987)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1987)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1987)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1988)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1989)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1990)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1990)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (1994)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (2000)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1937'RECOVERED IN GOOD CONDITION.
 AW1937
 AW1937                          STATION RECOVERY (2001)
 AW1937
 AW1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1937'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1937
 AW1937                          STATION RECOVERY (2005)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1937'FOUND THE MARK AS DESCRIBED. PAINTED WHITE SPOT ON THE RAILROAD TRACK
 AW1937'TO MAKE IT EASY TO FIND NEXT YEAR. THIS MARK IS 8 INCHES BELOW THE
 AW1937'GROUND.
 AW1937
 AW1937                          STATION RECOVERY (2005)
 AW1937
 AW1937'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1937'GOOD CONDITION. FOUND AS DESCRIBED. N29 34 53.9 W095 09 33.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2023 ***********************************************************************
 AW2023  DESIGNATION -  P 1277
 AW2023  PID         -  AW2023
 AW2023  STATE/COUNTY-  TX/BRAZORIA
 AW2023  USGS QUAD   -  MANVEL (1974)
 AW2023
 AW2023                         *CURRENT SURVEY CONTROL
 AW2023  ___________________________________________________________________
 AW2023* NAD 83(1986)-  29 27 31.     (N)    095 20 29.     (W)     SCALED    
 AW2023* NAVD 88     -        14.690  (meters)      48.20   (feet)  ADJUSTED  
 AW2023  ___________________________________________________________________
 AW2023  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW2023  DYNAMIC HT  -          14.669 (meters)      48.13  (feet)  COMP
 AW2023  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AW2023
 AW2023  VERT ORDER  -  FIRST     CLASS II
 AW2023
 AW2023.The horizontal coordinates were scaled from a topographic map and have
 AW2023.an estimated accuracy of +/- 6 seconds.
 AW2023
 AW2023.The orthometric height was determined by differential leveling
 AW2023.and adjusted by the National Geodetic Survey in June 1991..
 AW2023
 AW2023.The geoid height was determined by GEOID03.
 AW2023
 AW2023.The dynamic height is computed by dividing the NAVD 88
 AW2023.geopotential number by the normal gravity value computed on the
 AW2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2023.degrees latitude (g = 980.6199 gals.).
 AW2023
 AW2023.The modeled gravity was interpolated from observed gravity values.
 AW2023
 AW2023;                    North         East    Units  Estimated Accuracy
 AW2023;SPC TXSC     - 4,185,670.      954,800.      MT  (+/- 180 meters Scaled)
 AW2023
 AW2023                          SUPERSEDED SURVEY CONTROL
 AW2023
 AW2023  NGVD 29 (12/23/87)   14.686  (m)           48.18   (f) ADJUSTED    1 2
 AW2023
 AW2023.Superseded values are not recommended for survey control.
 AW2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2023.See file dsdata.txt to determine how the superseded data were derived.
 AW2023
 AW2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN729610(NAD 83)
 AW2023_MARKER: DB = BENCH MARK DISK
 AW2023_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2023_SP_SET: STAINLESS STEEL ROD
 AW2023_STAMPING: P 1277 1978
 AW2023_MARK LOGO: NGS   
 AW2023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW2023+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 AW2023
 AW2023  HISTORY     - Date     Condition        Report By
 AW2023  HISTORY     - 1978     MONUMENTED       NGS
 AW2023  HISTORY     - 1987     GOOD             NGS
 AW2023  HISTORY     - 19900804 GOOD             USPSQD
 AW2023  HISTORY     - 19960928 GOOD             USPSQD
 AW2023  HISTORY     - 20040423 GOOD             LJA
 AW2023
 AW2023                          STATION DESCRIPTION
 AW2023
 AW2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2023'1.0 MI EAST FROM MANVEL.
 AW2023'ABOUT 1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW2023'FROM THE CROSSING OF MASTERS STREET IN MANVEL, 231 FEET SOUTHWEST AND
 AW2023'ACROSS THE TRACKS FROM MILE POST 35, 49 FEET NORTH AND ACROSS THE
 AW2023'PAVED ROAD FROM POWER POLE NUMBER 8310, 44 FEET SOUTH OF THE SOUTH
 AW2023'RAIL OF THE MAIN TRACKS, 26 FEET NORTH OF THE CENTERLINE OF A PAVED
 AW2023'ROAD (OLD MANVEL ROAD), 1.5 FEET NORTHEAST OF A POWER POLE, AND
 AW2023'1.5 FEET SOUTHEAST OF TELEPHONE POLE NUMBER E 50.
 AW2023
 AW2023                          STATION RECOVERY (1987)
 AW2023
 AW2023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2023'RECOVERED IN GOOD CONDITION.
 AW2023
 AW2023                          STATION RECOVERY (1990)
 AW2023
 AW2023'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2023'RECOVERED IN GOOD CONDITION.
 AW2023
 AW2023                          STATION RECOVERY (1996)
 AW2023
 AW2023'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2023'RECOVERED IN GOOD CONDITION.
 AW2023
 AW2023                          STATION RECOVERY (2004)
 AW2023
 AW2023'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AW2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1980 ***********************************************************************
 AW1980  DESIGNATION -  P 1278
 AW1980  PID         -  AW1980
 AW1980  STATE/COUNTY-  TX/HARRIS
 AW1980  USGS QUAD   -  HARMASTON (1982)
 AW1980
 AW1980                         *CURRENT SURVEY CONTROL
 AW1980  ___________________________________________________________________
 AW1980* NAD 83(1993)-  29 54 48.40758(N)    095 08 41.72658(W)     ADJUSTED  
 AW1980* NAVD 88     -        16.151  (meters)      52.99   (feet)  ADJUSTED  
 AW1980  ___________________________________________________________________
 AW1980  X           -    -496,176.493 (meters)                     COMP
 AW1980  Y           -  -5,510,745.656 (meters)                     COMP
 AW1980  Z           -   3,162,055.354 (meters)                     COMP
 AW1980  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AW1980  ELLIP HEIGHT-         -11.22  (meters)          (10/23/00) GPS OBS
 AW1980  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW1980  DYNAMIC HT  -          16.129 (meters)      52.92  (feet)  COMP
 AW1980  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 AW1980
 AW1980  HORZ ORDER  -  B
 AW1980  VERT ORDER  -  FIRST     CLASS II
 AW1980  ELLP ORDER  -  FOURTH    CLASS II
 AW1980
 AW1980.This is a reference station for the LAKE HOUSTON
 AW1980.National Continuously Operating Reference Station (LKHU).
 AW1980
 AW1980.The horizontal coordinates were established by GPS observations
 AW1980.and adjusted by the National Geodetic Survey in June 1998..
 AW1980
 AW1980.The orthometric height was determined by differential leveling
 AW1980.and adjusted by the National Geodetic Survey in June 1991..
 AW1980
 AW1980.Photographs are available for this station.
 AW1980
 AW1980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1980
 AW1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1980
 AW1980.The ellipsoidal height was determined by GPS observations
 AW1980.and is referenced to NAD 83.
 AW1980
 AW1980.The geoid height was determined by GEOID03.
 AW1980
 AW1980.The dynamic height is computed by dividing the NAVD 88
 AW1980.geopotential number by the normal gravity value computed on the
 AW1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1980.degrees latitude (g = 980.6199 gals.).
 AW1980
 AW1980.The modeled gravity was interpolated from observed gravity values.
 AW1980
 AW1980;                    North         East     Units Scale Factor Converg.
 AW1980;SPC TXSC     - 4,236,669.926   972,184.896   MT  0.99991407   +1 53 19.1
 AW1980;SPC TXSC     -13,899,807.92  3,189,576.61   sFT  0.99991407   +1 53 19.1
 AW1980;UTM  15      - 3,311,128.121   292,923.265   MT  1.00012909   -1 04 12.1
 AW1980
 AW1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1980!SPC TXSC     -   1.00000176  x   0.99991407  =   0.99991583
 AW1980!UTM  15      -   1.00000176  x   1.00012909  =   1.00013085
 AW1980
 AW1980                          SUPERSEDED SURVEY CONTROL
 AW1980
 AW1980  ELLIP H (06/16/98)  -11.24   (m)                       GP(       ) 1 2
 AW1980  NAVD 88 (06/16/98)   16.15   (m)           53.0    (f) LEVELING    3  
 AW1980  NGVD 29 (12/23/87)   16.149  (m)           52.98   (f) ADJUSTED    1 2
 AW1980
 AW1980.Superseded values are not recommended for survey control.
 AW1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1980.See file dsdata.txt to determine how the superseded data were derived.
 AW1980
 AW1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9292311128(NAD 83)
 AW1980_MARKER: DV = VERTICAL CONTROL DISK
 AW1980_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1980_SP_SET: STAINLESS STEEL ROD
 AW1980_STAMPING: P 1278 1978
 AW1980_MARK LOGO: NGS   
 AW1980_PROJECTION: RECESSED 1 CENTIMETERS
 AW1980_MAGNETIC: I = MARKER IS A STEEL ROD
 AW1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1980+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2001
 AW1980_ROD/PIPE-DEPTH: 8.5  meters
 AW1980
 AW1980  HISTORY     - Date     Condition        Report By
 AW1980  HISTORY     - 1978     MONUMENTED       NGS
 AW1980  HISTORY     - 1983     GOOD             NGS
 AW1980  HISTORY     - 1986     GOOD             NGS
 AW1980  HISTORY     - 19980119 GOOD             NGS
 AW1980  HISTORY     - 20010220 GOOD             NGS
 AW1980
 AW1980                          STATION DESCRIPTION
 AW1980
 AW1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1980'5.2 MI NW FROM SHELDON.
 AW1980'ABOUT 1.0 MILE NORTH ALONG SHELDON ROAD FROM THE INTERSECTION OF
 AW1980'SHELDON ROAD AND U.S. HIGHWAY 90 IN SHELDON, THENCE 2.0 MILES WEST
 AW1980'ALONG A PAVED ROAD, AND THENCE 2.2 MILES NORTH ALONG A SHELL ROAD TO
 AW1980'THE LAKE HOUSTON PUMPING STATION.  SET IN THE SOUTHEAST CORNER OF THE
 AW1980'FENCE AROUND THE PUMPING STATION, 117 FEET NORTHEAST OF THE NORTHEAST
 AW1980'CORNER OF A FENCE AROUND A SMALL WEATHER STATION, 36.5 FEET NORTHEAST
 AW1980'OF AN UNDERGROUND GAS JUNCTION PIPE, 19 FEET WEST OF THE CENTERLINE
 AW1980'OF THE ROAD, 1 FOOT SOUTHWEST OF THE SOUTHEAST CORNER POST OF THE
 AW1980'FENCE, AND 1 FOOT SOUTH OF THE FENCE.
 AW1980
 AW1980                          STATION RECOVERY (1983)
 AW1980
 AW1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1980'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW1980'1.7 KM (1.05 MI) NORTH ALONG SHELDON ROAD FROM THE JUNCTION OF U.S.
 AW1980'HIGHWAY 90 IN SHELDON, THENCE 3.2 KM (2.0 MI) WEST ALONG GARRETT ROAD,
 AW1980'THENCE 3.7 KM (2.3 MI) NORTH-NORTHEAST ALONG A SHELL AND PAVED ROAD,
 AW1980'AT THE SOUTH-SOUTHWEST CORNER OF THE FENCED IN AREA OF THE LAKE
 AW1980'HOUSTON PUMPING STATION, 35.36 METERS (116.0 FT) SOUTHEAST OF THE
 AW1980'SOUTHEAST CORNER OF A FENCE AROUND A SMALL WEATHER STATION,
 AW1980'6.10 METERS (20.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF AQUEDUCT
 AW1980'ROAD, 0.30 METERS (1.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AW1980'FENCE AROUND THE PUMPING STATION, AND 47.55 METERS (156.0 FT)
 AW1980'SOUTH-SOUTHEAST OF BENCH MARK Q 1278.
 AW1980'THE MARK IS 0.3 M BELOW ROAD.
 AW1980
 AW1980                          STATION RECOVERY (1986)
 AW1980
 AW1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1980'RECOVERED IN GOOD CONDITION.
 AW1980
 AW1980                          STATION RECOVERY (1998)
 AW1980
 AW1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AW1980'THE STATION WAS RECOVERED USING THE 1983 DESCRIPTION, THE FOLLOWING
 AW1980'ADDITIONS SHOULD BE NOTED, THE STATION IS 36.1 FT (11.0 M) SOUTHEAST
 AW1980'OF THE CENTER ONE OF THREE YELLOW AND BLACK PIPES SURROUNDING A
 AW1980'CONCRETE WATER METER BOX, 9.5 FT (2.9 M) NORTHWEST OF THE NORTHWEST
 AW1980'GATE POST OF THE ENTRANCE GATE TO THE FACILITY.
 AW1980
 AW1980                          STATION RECOVERY (2001)
 AW1980
 AW1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AW1980'THE STATION IS LOCATED ABOUT 4.0 MILES NORTH OF SHELDON AND 6.O
 AW1980'MILES WEST OF CROSBY, ON THE SOUTH EDGE OF LAKE HOUSTON, AT
 AW1980'THE ENTRANCE TO THE LAKE HOUSTON PUMPING STATION.  OWNERSHIP--
 AW1980'CITY OF HOUSTON WATER PRODUCTION, 105 SABINE, HOUSTON, TX 77007.
 AW1980'CONTACT CITY OF HOUSTON WATER CONTROL, PHONE 713-451-9917,  TO
 AW1980'REACH THE STATION GO 1.7 KM NORTHERLY ALONG SHELDON ROAD FROM
 AW1980'THE JUNCTION OF U.S. HIGHWAY 980 IN SHELDON TO U.S. HIGHWAY 90
 AW1980'BUSINESS, CONTINUE NORTHERLY ON SHELDON ROAD FOR 1.7 KM TO THE
 AW1980'JUNCTION OF GARRETT ROAD, TURN LEFT AND WEST ON GARRETT ROAD
 AW1980'FOR 3.7 KM TO THE JUNCTION OF AQUEDUCT ROAD, TURN RIGHT AND
 AW1980'NORTHEAST ALONG AQUEDUCT ROAD FOR 3.7 KM TO THE STATION ON THE
 AW1980'LEFT AT THE ENTRANCE GATE TO THE LAKE HOUSTON PUMPING STATION
 AW1980'PROPERTY, 47.6 M SOUTHEAST OF BENCH MARK Q 1278, 35.4 M NORTHEAST
 AW1980'OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING A
 AW1980'GAUGING WARNING SYSTEM, 14.5 M NORTHEAST OF THE CENTER OF A
 AW1980'CULVERT UNDER THE ROAD, 6.1 M NORTHWEST OF THE ROAD CENTERLINE,
 AW1980'2.9 M NORTHWEST OF THE NORTHWEST GATE POST AT THE ENTRANCE, 0.3
 AW1980'M BELOW THE LEVEL OF THE ROAD, AND 0.3 M SOUTH-SOUTHWEST OF THE
 AW1980'CHAIN-LINK-FENCE ENCLOSING THE PUMPING STATION.  THIS IS A CORS SITE
 AW1980'REFERENCE STATION.
 AW1980' 
 AW1980' 
 AW1980' 
 AW1980'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2265 ***********************************************************************
 AW2265  DESIGNATION -  P 1279
 AW2265  PID         -  AW2265
 AW2265  STATE/COUNTY-  TX/HARRIS
 AW2265  USGS QUAD   -  ALIEF (1995)
 AW2265
 AW2265                         *CURRENT SURVEY CONTROL
 AW2265  ___________________________________________________________________
 AW2265* NAD 83(1986)-  29 42 59.     (N)    095 34 29.     (W)     SCALED    
 AW2265* NAVD 88     -        23.38   (+/-2cm)      76.7    (feet)  VERTCON   
 AW2265  ___________________________________________________________________
 AW2265  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2265
 AW2265  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2265
 AW2265.The horizontal coordinates were scaled from a topographic map and have
 AW2265.an estimated accuracy of +/- 6 seconds.
 AW2265
 AW2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2265.The vertical order pertains to the NGVD 29 superseded value.
 AW2265
 AW2265.The geoid height was determined by GEOID03.
 AW2265
 AW2265;                    North         East    Units  Estimated Accuracy
 AW2265;SPC TXSC     - 4,213,550.      931,340.      MT  (+/- 180 meters Scaled)
 AW2265
 AW2265                          SUPERSEDED SURVEY CONTROL
 AW2265
 AW2265  NGVD 29 (??/??/92)   23.369  (m)           76.67   (f) ADJ UNCH    1 2
 AW2265
 AW2265.Superseded values are not recommended for survey control.
 AW2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2265.See file dsdata.txt to determine how the superseded data were derived.
 AW2265
 AW2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN509901(NAD 83)
 AW2265_MARKER: DB = BENCH MARK DISK
 AW2265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2265_SP_SET: STAINLESS STEEL ROD
 AW2265_STAMPING: P 1279 1978
 AW2265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2265
 AW2265  HISTORY     - Date     Condition        Report By
 AW2265  HISTORY     - 1978     MONUMENTED       NGS
 AW2265  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2265  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2265  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 AW2265
 AW2265                          STATION DESCRIPTION
 AW2265
 AW2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2265'1.1 MI EAST FROM ALIEF.
 AW2265'ABOUT 1.1 MILES EAST ALONG ALIEF-HOUSTON ROAD FROM THE JUNCTION
 AW2265'OF OLD WESTHIEMER ROAD IN ALIEF, AT THE INTERSECTION OF BOONE
 AW2265'ROAD.  85 FEET OF THE CENTERLINE OF BOONE ROAD, 48 FEET EAST-NORTH-
 AW2265'EAST OF A POST WITH SIGN FOR HARRIS COUNTY MUNICIPAL UTILITY
 AW2265'DISTRICT NO. 51, 35.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 AW2265'2 FEET WEST OF A POWER POLE.
 AW2265
 AW2265                          STATION RECOVERY (1983)
 AW2265
 AW2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2265'NOT RECOVERED, KNOCKED OUT BY CONSTRUCTION OF APARTMENT HOUSES AND A
 AW2265'PARKING LOT.
 AW2265
 AW2265                          STATION RECOVERY (1987)
 AW2265
 AW2265'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2265'MARK NOT FOUND.
 AW2265
 AW2265                          STATION RECOVERY (1996)
 AW2265
 AW2265'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0531 ***********************************************************************
 AJ0531  DESIGNATION -  P 128
 AJ0531  PID         -  AJ0531
 AJ0531  STATE/COUNTY-  TX/JIM HOGG
 AJ0531  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0531
 AJ0531                         *CURRENT SURVEY CONTROL
 AJ0531  ___________________________________________________________________
 AJ0531* NAD 83(1986)-  27 11 19.     (N)    098 37 19.     (W)     SCALED    
 AJ0531* NAVD 88     -       141.797  (meters)     465.21   (feet)  ADJUSTED  
 AJ0531  ___________________________________________________________________
 AJ0531  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AJ0531  DYNAMIC HT  -         141.569 (meters)     464.46  (feet)  COMP
 AJ0531  MODELED GRAV-     979,041.8   (mgal)                       NAVD 88
 AJ0531
 AJ0531  VERT ORDER  -  SECOND    CLASS 0
 AJ0531
 AJ0531.The horizontal coordinates were scaled from a topographic map and have
 AJ0531.an estimated accuracy of +/- 6 seconds.
 AJ0531
 AJ0531.The orthometric height was determined by differential leveling
 AJ0531.and adjusted by the National Geodetic Survey in June 1991..
 AJ0531
 AJ0531.The geoid height was determined by GEOID03.
 AJ0531
 AJ0531.The dynamic height is computed by dividing the NAVD 88
 AJ0531.geopotential number by the normal gravity value computed on the
 AJ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0531.degrees latitude (g = 980.6199 gals.).
 AJ0531
 AJ0531.The modeled gravity was interpolated from observed gravity values.
 AJ0531
 AJ0531;                    North         East    Units  Estimated Accuracy
 AJ0531;SPC TX S     - 5,168,630.      287,920.      MT  (+/- 180 meters Scaled)
 AJ0531
 AJ0531                          SUPERSEDED SURVEY CONTROL
 AJ0531
 AJ0531  NGVD 29 (??/??/92)  141.830  (m)          465.32   (f) ADJ UNCH    2 0
 AJ0531
 AJ0531.Superseded values are not recommended for survey control.
 AJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0531.See file dsdata.txt to determine how the superseded data were derived.
 AJ0531
 AJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR374073(NAD 83)
 AJ0531_MARKER: DB = BENCH MARK DISK
 AJ0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0531_STAMPING: P-128 1933
 AJ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0531+STABILITY: SURFACE MOTION
 AJ0531
 AJ0531  HISTORY     - Date     Condition        Report By
 AJ0531  HISTORY     - 1933     MONUMENTED       CGS
 AJ0531  HISTORY     - 1934     GOOD             NGS
 AJ0531
 AJ0531                          STATION DESCRIPTION
 AJ0531
 AJ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0531'9.9 MI SE FROM HEBBRONVILLE.
 AJ0531'12.4 MILES NORTHWEST OF ALTA VISTA, ALONG HEBBRONVILLE-ALTA VISTA
 AJ0531'ROAD.  AT CROSSING OF EAST-WEST FENCE, 5 FT. WEST OF CORNER POST AND
 AJ0531'40 FT. EAST OF CENTERLINE OF AUTO PASS.  AT FIRST FENCE SOUTH OF W W
 AJ0531'JONES PROPERTY FENCE.
 AJ0531
 AJ0531                          STATION RECOVERY (1934)
 AJ0531
 AJ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1872 ***********************************************************************
 AW1872  DESIGNATION -  P 1281
 AW1872  PID         -  AW1872
 AW1872  STATE/COUNTY-  TX/HARRIS
 AW1872  USGS QUAD   -  CYPRESS (1995)
 AW1872
 AW1872                         *CURRENT SURVEY CONTROL
 AW1872  ___________________________________________________________________
 AW1872* NAD 83(1986)-  29 56 01.     (N)    095 40 59.     (W)     SCALED    
 AW1872* NAVD 88     -        43.449  (meters)     142.55   (feet)  ADJUSTED  
 AW1872  ___________________________________________________________________
 AW1872  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1872  DYNAMIC HT  -          43.390 (meters)     142.36  (feet)  COMP
 AW1872  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 AW1872
 AW1872  VERT ORDER  -  FIRST     CLASS II
 AW1872
 AW1872.The horizontal coordinates were scaled from a topographic map and have
 AW1872.an estimated accuracy of +/- 6 seconds.
 AW1872
 AW1872.The orthometric height was determined by differential leveling
 AW1872.and adjusted by the National Geodetic Survey in June 1991..
 AW1872
 AW1872.The geoid height was determined by GEOID03.
 AW1872
 AW1872.The dynamic height is computed by dividing the NAVD 88
 AW1872.geopotential number by the normal gravity value computed on the
 AW1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1872.degrees latitude (g = 980.6199 gals.).
 AW1872
 AW1872.The modeled gravity was interpolated from observed gravity values.
 AW1872
 AW1872;                    North         East    Units  Estimated Accuracy
 AW1872;SPC TXSC     - 4,237,310.      920,180.      MT  (+/- 180 meters Scaled)
 AW1872
 AW1872                          SUPERSEDED SURVEY CONTROL
 AW1872
 AW1872  NGVD 29 (12/23/87)   43.442  (m)          142.53   (f) ADJUSTED    1 2
 AW1872
 AW1872.Superseded values are not recommended for survey control.
 AW1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1872.See file dsdata.txt to determine how the superseded data were derived.
 AW1872
 AW1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP410144(NAD 83)
 AW1872_MARKER: DB = BENCH MARK DISK
 AW1872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1872_SP_SET: STAINLESS STEEL ROD
 AW1872_STAMPING: P 1281 1978
 AW1872_MARK LOGO: NGS   
 AW1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1872
 AW1872  HISTORY     - Date     Condition        Report By
 AW1872  HISTORY     - 1978     MONUMENTED       NGS
 AW1872  HISTORY     - 1986     GOOD             NGS
 AW1872  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1872
 AW1872                          STATION DESCRIPTION
 AW1872
 AW1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1872'3.1 MI SOUTH FROM CYPRESS.
 AW1872'ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE
 AW1872'IN CYPRESS, AND THENCE 1.4 MILES SOUTH ALONG BARKER CYPRESS ROAD,
 AW1872'138.5 FEET SOUTH OF THE WEST END OF A PIPE CULVERT, 28.5 FEET WEST
 AW1872'OF THE CENTERLINE OF BARKER-CYPRESS ROAD, AND 1.2 FEET EAST OF THE
 AW1872'WESTERLY RIGHT OF WAY FENCE.  DISK IS SET LEVEL WITH THE GROUND,
 AW1872'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 AW1872
 AW1872                          STATION RECOVERY (1986)
 AW1872
 AW1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1872'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.1 KM (1.95
 AW1872'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1872'SPRING-CYPRESS ROAD IN CYPRESS, THENCE 2.3 KM (1.45 MI) SOUTH ALONG
 AW1872'BARKER-CYPRESS ROAD.
 AW1872
 AW1872                          STATION RECOVERY (2004)
 AW1872
 AW1872'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2383 ***********************************************************************
 BY2383  DESIGNATION -  P 1283
 BY2383  PID         -  BY2383
 BY2383  STATE/COUNTY-  TX/SHELBY
 BY2383  USGS QUAD   -  CENTER (1984)
 BY2383
 BY2383                         *CURRENT SURVEY CONTROL
 BY2383  ___________________________________________________________________
 BY2383* NAD 83(1986)-  31 50 45.     (N)    094 12 22.     (W)     SCALED    
 BY2383* NAVD 88     -        85.289  (meters)     279.82   (feet)  ADJUSTED  
 BY2383  ___________________________________________________________________
 BY2383  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2383  DYNAMIC HT  -          85.188 (meters)     279.49  (feet)  COMP
 BY2383  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 BY2383
 BY2383  VERT ORDER  -  FIRST     CLASS II
 BY2383
 BY2383.The horizontal coordinates were scaled from a topographic map and have
 BY2383.an estimated accuracy of +/- 6 seconds.
 BY2383
 BY2383.The orthometric height was determined by differential leveling
 BY2383.and adjusted by the National Geodetic Survey in June 1991..
 BY2383
 BY2383.The geoid height was determined by GEOID03.
 BY2383
 BY2383.The dynamic height is computed by dividing the NAVD 88
 BY2383.geopotential number by the normal gravity value computed on the
 BY2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2383.degrees latitude (g = 980.6199 gals.).
 BY2383
 BY2383.The modeled gravity was interpolated from observed gravity values.
 BY2383
 BY2383;                    North         East    Units  Estimated Accuracy
 BY2383;SPC TX C     - 3,257,550.    1,279,650.      MT  (+/- 180 meters Scaled)
 BY2383
 BY2383                          SUPERSEDED SURVEY CONTROL
 BY2383
 BY2383  NGVD 29 (??/??/??)   85.331  (m)          279.96   (f) ADJUSTED    1 2
 BY2383
 BY2383.Superseded values are not recommended for survey control.
 BY2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2383.See file dsdata.txt to determine how the superseded data were derived.
 BY2383
 BY2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR858239(NAD 83)
 BY2383_MARKER: DB = BENCH MARK DISK
 BY2383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2383_SP_SET: STAINLESS STEEL ROD
 BY2383_STAMPING: P 1283 1979
 BY2383_PROJECTION: FLUSH
 BY2383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2383_ROD/PIPE-DEPTH: 3.96 meters
 BY2383
 BY2383  HISTORY     - Date     Condition        Report By
 BY2383  HISTORY     - 1979     MONUMENTED       NGS
 BY2383
 BY2383                          STATION DESCRIPTION
 BY2383
 BY2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2383'2.5 MI NW FROM CENTER.
 BY2383'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2383'HIGHWAY 87 IN CENTER, AT THE NORTHWEST END OF A 2-FT. HIGH BRICK
 BY2383'ENTRANCE WALL TO A PRIVATE DRIVE, 35.1 FT. EAST OF THE CENTERLINE
 BY2383'OF HIGHWAY 69 NORTHBOUND, 43.6 FT. NORTH OF THE
 BY2383'CENTERLINE OF THE DRIVE, 10.1 FT. SOUTH OF THE CENTER OF A METAL
 BY2383'PIPE GATE, 17.5 FT. EAST OF TWIN MAILBOXES, 19.0 FT. NORTH OF A
 BY2383'TELEPHONE CABLE JUNCTION BOX, 1.0 FT. WEST OF THE BRICK WALL.  DISK IS
 BY2383'2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2383'SCREW PLUG.
 BY2383'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 BY2383'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1989 ***********************************************************************
 BK1989  DESIGNATION -  P 1284
 BK1989  PID         -  BK1989
 BK1989  STATE/COUNTY-  TX/ORANGE
 BK1989  USGS QUAD   -  ORANGEFIELD (1974)
 BK1989
 BK1989                         *CURRENT SURVEY CONTROL
 BK1989  ___________________________________________________________________
 BK1989* NAD 83(1986)-  30 05 27.     (N)    093 47 13.     (W)     SCALED    
 BK1989* NAVD 88     -         4.874  (meters)      15.99   (feet)  ADJUSTED  
 BK1989  ___________________________________________________________________
 BK1989  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK1989  DYNAMIC HT  -           4.867 (meters)      15.97  (feet)  COMP
 BK1989  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BK1989  OBS GRAVITY -     979,309.5   (mgal)                       GRAV_OBS
 BK1989
 BK1989  VERT ORDER  -  FIRST     CLASS II
 BK1989
 BK1989.The horizontal coordinates were scaled from a topographic map and have
 BK1989.an estimated accuracy of +/- 6 seconds.
 BK1989
 BK1989.The orthometric height was determined by differential leveling
 BK1989.and adjusted by the National Geodetic Survey in June 1991..
 BK1989
 BK1989.The geoid height was determined by GEOID03.
 BK1989
 BK1989.The dynamic height is computed by dividing the NAVD 88
 BK1989.geopotential number by the normal gravity value computed on the
 BK1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1989.degrees latitude (g = 980.6199 gals.).
 BK1989
 BK1989.The modeled gravity was interpolated from observed gravity values.
 BK1989.The observed gravity was obtained from relative gravimeter ties
 BK1989.to the IGSN71 gravity network.
 BK1989
 BK1989;                    North         East    Units  Estimated Accuracy
 BK1989;SPC TX C     - 3,065,590.    1,330,700.      MT  (+/- 180 meters Scaled)
 BK1989
 BK1989                          SUPERSEDED SURVEY CONTROL
 BK1989
 BK1989  NGVD 29 (??/??/??)    4.828  (m)           15.84   (f) ADJUSTED    1 2
 BK1989
 BK1989.Superseded values are not recommended for survey control.
 BK1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1989.See file dsdata.txt to determine how the superseded data were derived.
 BK1989
 BK1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP241291(NAD 83)
 BK1989_MARKER: I = METAL ROD
 BK1989_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1989_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK1989_STAMPING: P 1284 1979
 BK1989_MARK LOGO: NGS   
 BK1989_PROJECTION: FLUSH
 BK1989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1989+STABILITY: POSITION/ELEVATION WELL
 BK1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1989+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 BK1989_ROD/PIPE-DEPTH: 18.3 meters
 BK1989_SLEEVE-DEPTH  : 12.5 meters
 BK1989
 BK1989  HISTORY     - Date     Condition        Report By
 BK1989  HISTORY     - 1979     MONUMENTED       NGS
 BK1989  HISTORY     - 1986     GOOD             NGS
 BK1989  HISTORY     - 19880926 GOOD             USPSQD
 BK1989  HISTORY     - 1989     GOOD             USPSQD
 BK1989  HISTORY     - 19960427 GOOD             USPSQD
 BK1989  HISTORY     - 20020727 GOOD             USPSQD
 BK1989  HISTORY     - 20050402 GOOD             USPSQD
 BK1989
 BK1989                          STATION DESCRIPTION
 BK1989
 BK1989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1989'6800
 BK1989'2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 BK1989'ORANGE, THENCE 0.1 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD,
 BK1989'108.0 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 72.0 FT. SOUTH OF THE
 BK1989'CENTERLINE OF A BLACKTOP ROAD, 235.0 FT. NORTH OF THE BASE
 BK1989'OF A MICROWAVE TOWER, 10.0 FT. NORTH OF THE NORTH CONCRETE ANCHOR
 BK1989'BASE FOR THE GUY CABLES FOR THE MICROWAVE TOWER.  DATUM POINT IS
 BK1989'4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO
 BK1989'CAP.
 BK1989'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BK1989'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 BK1989
 BK1989                          STATION RECOVERY (1986)
 BK1989
 BK1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1989'2.9 MI NW FROM ORANGE.
 BK1989
 BK1989                          STATION RECOVERY (1988)
 BK1989
 BK1989'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1989'RECOVERED IN GOOD CONDITION.
 BK1989
 BK1989                          STATION RECOVERY (1989)
 BK1989
 BK1989'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1989'RECOVERED IN GOOD CONDITION.
 BK1989
 BK1989                          STATION RECOVERY (1996)
 BK1989
 BK1989'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1989'RECOVERED IN GOOD CONDITION.
 BK1989
 BK1989                          STATION RECOVERY (2002)
 BK1989
 BK1989'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK1989'RECOVERED IN GOOD CONDITION.
 BK1989
 BK1989                          STATION RECOVERY (2005)
 BK1989
 BK1989'RECOVERY NOTE BY US POWER SQUADRON 2005 (MCK)
 BK1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1971 ***********************************************************************
 BK1971  DESIGNATION -  P 1285
 BK1971  PID         -  BK1971
 BK1971  STATE/COUNTY-  TX/JASPER
 BK1971  USGS QUAD   -  GIST (1984)
 BK1971
 BK1971                         *CURRENT SURVEY CONTROL
 BK1971  ___________________________________________________________________
 BK1971* NAD 83(1986)-  30 18 41.     (N)    093 54 59.     (W)     SCALED    
 BK1971* NAVD 88     -        12.847  (meters)      42.15   (feet)  ADJUSTED  
 BK1971  ___________________________________________________________________
 BK1971  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BK1971  DYNAMIC HT  -          12.830 (meters)      42.09  (feet)  COMP
 BK1971  MODELED GRAV-     979,327.3   (mgal)                       NAVD 88
 BK1971
 BK1971  VERT ORDER  -  FIRST     CLASS II
 BK1971
 BK1971.The horizontal coordinates were scaled from a topographic map and have
 BK1971.an estimated accuracy of +/- 6 seconds.
 BK1971
 BK1971.The orthometric height was determined by differential leveling
 BK1971.and adjusted by the National Geodetic Survey in June 1991..
 BK1971
 BK1971.The geoid height was determined by GEOID03.
 BK1971
 BK1971.The dynamic height is computed by dividing the NAVD 88
 BK1971.geopotential number by the normal gravity value computed on the
 BK1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1971.degrees latitude (g = 980.6199 gals.).
 BK1971
 BK1971.The modeled gravity was interpolated from observed gravity values.
 BK1971
 BK1971;                    North         East    Units  Estimated Accuracy
 BK1971;SPC TX C     - 3,089,270.    1,316,830.      MT  (+/- 180 meters Scaled)
 BK1971
 BK1971                          SUPERSEDED SURVEY CONTROL
 BK1971
 BK1971  NGVD 29 (??/??/??)   12.814  (m)           42.04   (f) ADJUSTED    1 2
 BK1971
 BK1971.Superseded values are not recommended for survey control.
 BK1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1971.See file dsdata.txt to determine how the superseded data were derived.
 BK1971
 BK1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP118536(NAD 83)
 BK1971_MARKER: I = METAL ROD
 BK1971_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1971_SP_SET: STAINLESS STEEL ROD
 BK1971_STAMPING: P 1285 1979
 BK1971_PROJECTION: FLUSH
 BK1971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1971+STABILITY: POSITION/ELEVATION WELL
 BK1971_ROD/PIPE-DEPTH: 7.62 meters
 BK1971
 BK1971  HISTORY     - Date     Condition        Report By
 BK1971  HISTORY     - 1979     MONUMENTED       NGS
 BK1971  HISTORY     - 20011024 MARK NOT FOUND   USPSQD
 BK1971
 BK1971                          STATION DESCRIPTION
 BK1971
 BK1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1971'7.15 MI NW FROM MAURICEVILLE.
 BK1971'7.15 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1971'HIGHWAY 12 IN MAURICEVILLE, AT A PRIVATE DRIVE LEADING WEST, ALSO 9.2
 BK1971'MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S. HIGHWAY
 BK1971'96 IN BUNA, 62.5 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 27.3 FT.
 BK1971'NORTHWEST OF THE CENTERLINE OF THE DRIVE, 27.3 FT. NORTHWEST OF THE
 BK1971'CENTER OF A METAL GATE, 22.8 FT. SOUTHEAST OF A TWIN-TRUNKED 20-INCH
 BK1971'PINE TREE, 1.0 FT. EAST OF A FENCE LINE, 2.4 FT. NORTHWEST OF A
 BK1971'CORNER FENCE POST.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 BK1971'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1971'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BK1971'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 BK1971
 BK1971                          STATION RECOVERY (2001)
 BK1971
 BK1971'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BK1971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2410 ***********************************************************************
 BY2410  DESIGNATION -  P 1286
 BY2410  PID         -  BY2410
 BY2410  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2410  USGS QUAD   -  CHINQUAPIN (1984)
 BY2410
 BY2410                         *CURRENT SURVEY CONTROL
 BY2410  ___________________________________________________________________
 BY2410* NAD 83(1986)-  31 26 30.     (N)    094 05 27.     (W)     SCALED    
 BY2410* NAVD 88     -       104.245  (meters)     342.01   (feet)  ADJUSTED  
 BY2410  ___________________________________________________________________
 BY2410  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BY2410  DYNAMIC HT  -         104.115 (meters)     341.58  (feet)  COMP
 BY2410  MODELED GRAV-     979,396.0   (mgal)                       NAVD 88
 BY2410
 BY2410  VERT ORDER  -  FIRST     CLASS II
 BY2410
 BY2410.The horizontal coordinates were scaled from a topographic map and have
 BY2410.an estimated accuracy of +/- 6 seconds.
 BY2410
 BY2410.The orthometric height was determined by differential leveling
 BY2410.and adjusted by the National Geodetic Survey in June 1991..
 BY2410
 BY2410.The geoid height was determined by GEOID03.
 BY2410
 BY2410.The dynamic height is computed by dividing the NAVD 88
 BY2410.geopotential number by the normal gravity value computed on the
 BY2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2410.degrees latitude (g = 980.6199 gals.).
 BY2410
 BY2410.The modeled gravity was interpolated from observed gravity values.
 BY2410
 BY2410;                    North         East    Units  Estimated Accuracy
 BY2410;SPC TX C     - 3,213,420.    1,293,060.      MT  (+/- 180 meters Scaled)
 BY2410
 BY2410                          SUPERSEDED SURVEY CONTROL
 BY2410
 BY2410  NGVD 29 (??/??/??)  104.269  (m)          342.09   (f) ADJUSTED    1 2
 BY2410
 BY2410.Superseded values are not recommended for survey control.
 BY2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2410.See file dsdata.txt to determine how the superseded data were derived.
 BY2410
 BY2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ963790(NAD 83)
 BY2410_MARKER: DB = BENCH MARK DISK
 BY2410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2410_SP_SET: STAINLESS STEEL ROD
 BY2410_STAMPING: P 1286 1979
 BY2410_PROJECTION: RECESSED 5 CENTIMETERS
 BY2410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2410_ROD/PIPE-DEPTH: 3.66 meters
 BY2410
 BY2410  HISTORY     - Date     Condition        Report By
 BY2410  HISTORY     - 1979     MONUMENTED       NGS
 BY2410
 BY2410                          STATION DESCRIPTION
 BY2410
 BY2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2410'7.1 MI SOUTH FROM SAN AUGUSTINE.
 BY2410'7.1 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2410'HIGHWAY 21 IN SAN AUGUSTINE, AT A TEMPLE EASTEX FOREST SIGN, 0.1
 BY2410'MILE NORTH OF THE JUNCTION OF A DIRT ROAD, 66.0 FT. WEST-SOUTHWEST
 BY2410'OF THE CENTERLINE OF THE HIGHWAY, 22.0 FT. WEST OF A 20-INCH PINE
 BY2410'TREE, 4.0 FT. SOUTH-SOUTHEAST OF THE SOUTHERNMOST ONE OF TWO 10-INCH
 BY2410'CREOSOTED SIGN POLES.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 BY2410'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2410'THE MARK IS 2.5 FT  NNW FROM A WITNESS POST.
 BY2410'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2532 ***********************************************************************
 BY2532  DESIGNATION -  P 1287
 BY2532  PID         -  BY2532
 BY2532  STATE/COUNTY-  TX/NACOGDOCHES
 BY2532  USGS QUAD   -  GARRISON EAST (1984)
 BY2532
 BY2532                         *CURRENT SURVEY CONTROL
 BY2532  ___________________________________________________________________
 BY2532* NAD 83(1986)-  31 50 06.     (N)    094 28 55.     (W)     SCALED    
 BY2532* NAVD 88     -       112.007  (meters)     367.48   (feet)  ADJUSTED  
 BY2532  ___________________________________________________________________
 BY2532  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY2532  DYNAMIC HT  -         111.872 (meters)     367.03  (feet)  COMP
 BY2532  MODELED GRAV-     979,425.7   (mgal)                       NAVD 88
 BY2532
 BY2532  VERT ORDER  -  FIRST     CLASS II
 BY2532
 BY2532.The horizontal coordinates were scaled from a topographic map and have
 BY2532.an estimated accuracy of +/- 6 seconds.
 BY2532
 BY2532.The orthometric height was determined by differential leveling
 BY2532.and adjusted by the National Geodetic Survey in June 1991..
 BY2532
 BY2532.The geoid height was determined by GEOID03.
 BY2532
 BY2532.The dynamic height is computed by dividing the NAVD 88
 BY2532.geopotential number by the normal gravity value computed on the
 BY2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2532.degrees latitude (g = 980.6199 gals.).
 BY2532
 BY2532.The modeled gravity was interpolated from observed gravity values.
 BY2532
 BY2532;                    North         East    Units  Estimated Accuracy
 BY2532;SPC TX C     - 3,254,950.    1,253,640.      MT  (+/- 180 meters Scaled)
 BY2532
 BY2532                          SUPERSEDED SURVEY CONTROL
 BY2532
 BY2532.No superseded survey control is available for this station.
 BY2532
 BY2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR597231(NAD 83)
 BY2532_MARKER: DB = BENCH MARK DISK
 BY2532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2532_SP_SET: STAINLESS STEEL ROD
 BY2532_STAMPING: P 1287 1979
 BY2532_PROJECTION: FLUSH
 BY2532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2532_ROD/PIPE-DEPTH: 3.66 meters
 BY2532
 BY2532  HISTORY     - Date     Condition        Report By
 BY2532  HISTORY     - 1979     MONUMENTED       NGS
 BY2532
 BY2532                          STATION DESCRIPTION
 BY2532
 BY2532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2532'1.0 MI NE FROM GARRISON.
 BY2532'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY2532'ROAD 95 NORTH IN GARRISON, AT THE THOMSON RESIDENCE, 154 FT.
 BY2532'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 96.0 FT.
 BY2532'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 137 FT.
 BY2532'EAST-NORTHEAST OF THE CENTERLINE OF A GRAVEL DRIVE, 135 FT.
 BY2532'NORTH-NORTHEAST OF A POWERLINE POLE WITH TRANSFORMER, 43.0 FT.
 BY2532'SOUTH-SOUTHEAST OF A FENCE CORNER, 2.0 FT. WEST-SOUTHWEST OF A FENCE,
 BY2532'32.0 FT. WEST-SOUTHWEST OF THE CENTERLINE OF A BLACKTOPPED DRIVE.
 BY2532'DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2532'PLASTIC SCREW PLUG.
 BY2532'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 BY2532'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1943 ***********************************************************************
 BK1943  DESIGNATION -  P 1288
 BK1943  PID         -  BK1943
 BK1943  STATE/COUNTY-  TX/JASPER
 BK1943  USGS QUAD   -  KIRBYVILLE (1984)
 BK1943
 BK1943                         *CURRENT SURVEY CONTROL
 BK1943  ___________________________________________________________________
 BK1943* NAD 83(1986)-  30 42 43.     (N)    093 54 59.     (W)     SCALED    
 BK1943* NAVD 88     -        45.148  (meters)     148.12   (feet)  ADJUSTED  
 BK1943  ___________________________________________________________________
 BK1943  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BK1943  DYNAMIC HT  -          45.090 (meters)     147.93  (feet)  COMP
 BK1943  MODELED GRAV-     979,351.5   (mgal)                       NAVD 88
 BK1943
 BK1943  VERT ORDER  -  FIRST     CLASS II
 BK1943
 BK1943.The horizontal coordinates were scaled from a topographic map and have
 BK1943.an estimated accuracy of +/- 6 seconds.
 BK1943
 BK1943.The orthometric height was determined by differential leveling
 BK1943.and adjusted by the National Geodetic Survey in June 1991..
 BK1943
 BK1943.The geoid height was determined by GEOID03.
 BK1943
 BK1943.The dynamic height is computed by dividing the NAVD 88
 BK1943.geopotential number by the normal gravity value computed on the
 BK1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1943.degrees latitude (g = 980.6199 gals.).
 BK1943
 BK1943.The modeled gravity was interpolated from observed gravity values.
 BK1943
 BK1943;                    North         East    Units  Estimated Accuracy
 BK1943;SPC TX C     - 3,133,600.    1,314,270.      MT  (+/- 180 meters Scaled)
 BK1943
 BK1943                          SUPERSEDED SURVEY CONTROL
 BK1943
 BK1943  NGVD 29 (??/??/??)   45.135  (m)          148.08   (f) ADJUSTED    1 2
 BK1943
 BK1943.Superseded values are not recommended for survey control.
 BK1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1943.See file dsdata.txt to determine how the superseded data were derived.
 BK1943
 BK1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP122980(NAD 83)
 BK1943_MARKER: I = METAL ROD
 BK1943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1943_SP_SET: STAINLESS STEEL ROD
 BK1943_STAMPING: P 1288 1979
 BK1943_PROJECTION: RECESSED 5 CENTIMETERS
 BK1943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1943+STABILITY: POSITION/ELEVATION WELL
 BK1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1943+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 BK1943_ROD/PIPE-DEPTH: 7.62 meters
 BK1943
 BK1943  HISTORY     - Date     Condition        Report By
 BK1943  HISTORY     - 1979     MONUMENTED       NGS
 BK1943  HISTORY     - 20040725 GOOD             USPSQD
 BK1943
 BK1943                          STATION DESCRIPTION
 BK1943
 BK1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1943'3.65 MI NW FROM KIRBYVILLE.
 BK1943'3.65 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BK1943'ROAD 1013 IN KIRBYVILLE, AT THE JUNCTION OF A PAVED ROAD LEADING WEST
 BK1943'TO THE MT. ZION CHURCH, 66.0 FT. WEST-SOUTHWEST OF THE CENTERLINE OF
 BK1943'THE HIGHWAY, 39.0 FT. NORTH OF THE CENTERLINE OF THE ROAD, 1.0 FT.
 BK1943'SOUTH-SOUTHEAST OF A FENCE LINE, 5.0 FT. SOUTHWEST OF A CORNER FENCE
 BK1943'POST, 18.9 FT. NORTHEAST OF A CORNER FENCE POST, 12.3 FT. NORTHWEST OF
 BK1943'A MT. ZION CHURCH SIGN, 4.0 FT. WEST-SOUTHWEST OF AN UNDERGROUND
 BK1943'TELEPHONE CABLE ROUTE SIGN, 6.5 FT. NORTH OF A 4-INCH CEDAR TREE.
 BK1943'DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BK1943'PLASTIC SCREW PLUG.
 BK1943'THE MARK IS 1 FT  WSW FROM A WITNESS POST.
 BK1943'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BK1943
 BK1943                          STATION RECOVERY (2004)
 BK1943
 BK1943'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1943'REMOVE REFERENCE TO MT ZION CHURCH SIGN THAT IS NOW ON THE SOUTH SIDE
 BK1943'OF C.R. 482.  THE MARK IS ON THE NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2387 ***********************************************************************
 BX2387  DESIGNATION -  P 1289
 BX2387  PID         -  BX2387
 BX2387  STATE/COUNTY-  TX/SABINE
 BX2387  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2387
 BX2387                         *CURRENT SURVEY CONTROL
 BX2387  ___________________________________________________________________
 BX2387* NAD 83(1986)-  31 13 33.     (N)    093 59 13.     (W)     SCALED    
 BX2387* NAVD 88     -        72.140  (meters)     236.68   (feet)  ADJUSTED  
 BX2387  ___________________________________________________________________
 BX2387  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BX2387  DYNAMIC HT  -          72.048 (meters)     236.38  (feet)  COMP
 BX2387  MODELED GRAV-     979,366.2   (mgal)                       NAVD 88
 BX2387
 BX2387  VERT ORDER  -  FIRST     CLASS II
 BX2387
 BX2387.The horizontal coordinates were scaled from a topographic map and have
 BX2387.an estimated accuracy of +/- 6 seconds.
 BX2387
 BX2387.The orthometric height was determined by differential leveling
 BX2387.and adjusted by the National Geodetic Survey in June 1991..
 BX2387
 BX2387.The geoid height was determined by GEOID03.
 BX2387
 BX2387.The dynamic height is computed by dividing the NAVD 88
 BX2387.geopotential number by the normal gravity value computed on the
 BX2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2387.degrees latitude (g = 980.6199 gals.).
 BX2387
 BX2387.The modeled gravity was interpolated from observed gravity values.
 BX2387
 BX2387;                    North         East    Units  Estimated Accuracy
 BX2387;SPC TX C     - 3,190,080.    1,304,280.      MT  (+/- 180 meters Scaled)
 BX2387
 BX2387                          SUPERSEDED SURVEY CONTROL
 BX2387
 BX2387  NGVD 29 (??/??/??)   72.152  (m)          236.72   (f) ADJUSTED    1 2
 BX2387
 BX2387.Superseded values are not recommended for survey control.
 BX2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2387.See file dsdata.txt to determine how the superseded data were derived.
 BX2387
 BX2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ060550(NAD 83)
 BX2387_MARKER: DB = BENCH MARK DISK
 BX2387_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2387_SP_SET: STAINLESS STEEL ROD
 BX2387_STAMPING: P 1289 1979
 BX2387_PROJECTION: FLUSH
 BX2387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2387+STABILITY: POSITION/ELEVATION WELL
 BX2387_ROD/PIPE-DEPTH: 7.62 meters
 BX2387
 BX2387  HISTORY     - Date     Condition        Report By
 BX2387  HISTORY     - 1979     MONUMENTED       NGS
 BX2387
 BX2387                          STATION DESCRIPTION
 BX2387
 BX2387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2387'1.55 MI SOUTH FROM PINELAND.
 BX2387'1.55 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2387'ROAD 83 IN PINELAND, AT A NORTH-SOUTH BARBED WIRE FENCE LINE
 BX2387'ON THE WEST SIDE OF THE HIGHWAY, 99.0 FT. WEST OF THE CENTERLINE
 BX2387'OF THE HIGHWAY, 89.0 FT. SOUTH OF THE CENTERLINE OF A TRACK ROAD
 BX2387'LEADING SOUTHWEST, 80.0 FT. SOUTH OF A CORNER FENCE POST, 36.0
 BX2387'FT. NORTHWEST OF A TELEPHONE JUNCTION BOX, 73.0 FT. NORTH OF A
 BX2387'POWERLINE POLE, 1.0 FT. EAST OF A FENCE LINE, 11.0 FT. NORTH OF
 BX2387'THE CENTER OF A WOODEN GATE, 9.0 FT. WEST OF AN OVERHEAD POWER
 BX2387'LINE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BX2387'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2387'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2503 ***********************************************************************
 BY2503  DESIGNATION -  P 1289 A
 BY2503  PID         -  BY2503
 BY2503  STATE/COUNTY-  TX/NACOGDOCHES
 BY2503  USGS QUAD   -  REKLAW (1973)
 BY2503
 BY2503                         *CURRENT SURVEY CONTROL
 BY2503  ___________________________________________________________________
 BY2503* NAD 83(1986)-  31 49 01.     (N)    094 53 01.     (W)     SCALED    
 BY2503* NAVD 88     -        98.540  (meters)     323.29   (feet)  ADJUSTED  
 BY2503  ___________________________________________________________________
 BY2503  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY2503  DYNAMIC HT  -          98.421 (meters)     322.90  (feet)  COMP
 BY2503  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 BY2503
 BY2503  VERT ORDER  -  FIRST     CLASS II
 BY2503
 BY2503.The horizontal coordinates were scaled from a topographic map and have
 BY2503.an estimated accuracy of +/- 6 seconds.
 BY2503
 BY2503.The orthometric height was determined by differential leveling
 BY2503.and adjusted by the National Geodetic Survey in June 1991..
 BY2503
 BY2503.The geoid height was determined by GEOID03.
 BY2503
 BY2503.The dynamic height is computed by dividing the NAVD 88
 BY2503.geopotential number by the normal gravity value computed on the
 BY2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2503.degrees latitude (g = 980.6199 gals.).
 BY2503
 BY2503.The modeled gravity was interpolated from observed gravity values.
 BY2503
 BY2503;                    North         East    Units  Estimated Accuracy
 BY2503;SPC TX C     - 3,251,020.    1,215,770.      MT  (+/- 180 meters Scaled)
 BY2503
 BY2503                          SUPERSEDED SURVEY CONTROL
 BY2503
 BY2503.No superseded survey control is available for this station.
 BY2503
 BY2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR217216(NAD 83)
 BY2503_MARKER: DB = BENCH MARK DISK
 BY2503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2503_SP_SET: STAINLESS STEEL ROD
 BY2503_STAMPING: P 1289 A 1979
 BY2503_PROJECTION: FLUSH
 BY2503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2503_ROD/PIPE-DEPTH: 6.10 meters
 BY2503
 BY2503  HISTORY     - Date     Condition        Report By
 BY2503  HISTORY     - 1979     MONUMENTED       NGS
 BY2503  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2503
 BY2503                          STATION DESCRIPTION
 BY2503
 BY2503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2503'2.55 MI WEST FROM CUSHING.
 BY2503'2.55 MILES WEST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM ROAD
 BY2503'225 IN CUSHING, AT THE JUNCTION OF A PAVED ROAD LEADING NORTH TO THE
 BY2503'MCNIGHT CEMETERY, 283 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY, 42.0
 BY2503'FT. EAST OF THE CENTERLINE OF THE ROAD, 14.0 FT. WEST OF THE SOUTH END
 BY2503'OF A 2-FT. CONCRETE CULVERT, 13.0 FT. SOUTH OF THE CENTER OF A METAL
 BY2503'GATE, 0.7 FT. WEST OF A FENCE.  DISK IS 2 INCHES BELOW GROUND, ACCESS
 BY2503'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2503'THE MARK IS 1.2 FT  N FROM A WITNESS POST.
 BY2503'THE MARK IS 1 FT BELOW THE ROAD.
 BY2503
 BY2503                          STATION RECOVERY (1998)
 BY2503
 BY2503'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2477 ***********************************************************************
 BY2477  DESIGNATION -  P 1290
 BY2477  PID         -  BY2477
 BY2477  STATE/COUNTY-  TX/CHEROKEE
 BY2477  USGS QUAD   -  TODD CITY (1982)
 BY2477
 BY2477                         *CURRENT SURVEY CONTROL
 BY2477  ___________________________________________________________________
 BY2477* NAD 83(1986)-  31 54 27.     (N)    095 23 10.     (W)     SCALED    
 BY2477* NAVD 88     -       122.407  (meters)     401.60   (feet)  ADJUSTED  
 BY2477  ___________________________________________________________________
 BY2477  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2477  DYNAMIC HT  -         122.260 (meters)     401.11  (feet)  COMP
 BY2477  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 BY2477
 BY2477  VERT ORDER  -  FIRST     CLASS II
 BY2477
 BY2477.The horizontal coordinates were scaled from a topographic map and have
 BY2477.an estimated accuracy of +/- 6 seconds.
 BY2477
 BY2477.The orthometric height was determined by differential leveling
 BY2477.and adjusted by the National Geodetic Survey in June 1991..
 BY2477
 BY2477.The geoid height was determined by GEOID03.
 BY2477
 BY2477.The dynamic height is computed by dividing the NAVD 88
 BY2477.geopotential number by the normal gravity value computed on the
 BY2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2477.degrees latitude (g = 980.6199 gals.).
 BY2477
 BY2477.The modeled gravity was interpolated from observed gravity values.
 BY2477
 BY2477;                    North         East    Units  Estimated Accuracy
 BY2477;SPC TX C     - 3,258,820.    1,167,800.      MT  (+/- 180 meters Scaled)
 BY2477
 BY2477                          SUPERSEDED SURVEY CONTROL
 BY2477
 BY2477.No superseded survey control is available for this station.
 BY2477
 BY2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR743326(NAD 83)
 BY2477_MARKER: DB = BENCH MARK DISK
 BY2477_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2477_SP_SET: STAINLESS STEEL ROD
 BY2477_STAMPING: P 1290 1980
 BY2477_PROJECTION: FLUSH
 BY2477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2477+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 BY2477_ROD/PIPE-DEPTH: 3.7  meters
 BY2477
 BY2477  HISTORY     - Date     Condition        Report By
 BY2477  HISTORY     - 1980     MONUMENTED       NGS
 BY2477  HISTORY     - 19910420 GOOD             USPSQD
 BY2477  HISTORY     - 19960420 GOOD             USPSQD
 BY2477  HISTORY     - 20040610 GOOD             USPSQD
 BY2477
 BY2477                          STATION DESCRIPTION
 BY2477
 BY2477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2477'13.0 KM SW FROM JACKSONVILLE.
 BY2477'13.0 KM. (8.05 MI.) SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE JUNCTION
 BY2477'OF U.S. HIGHWAY 69 IN JACKSONVILLE, AT A PRIVATE DRIVEWAY LEADING
 BY2477'NORTHEAST, ACROSS THE HIGHWAY FROM A STATE HISTORICAL MARKER, 21.0 M.
 BY2477'(69.0 FT.) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.4 M.
 BY2477'(57.0 FT.) SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC RAILROAD,
 BY2477'18.9 M. (62.0 FT.) SOUTHWEST OF A PRIVATE DRIVEWAY WHICH CROSSES THE
 BY2477'TRACKS, 9.1 M. (30.0 FT.) SOUTHWEST OF A CORNER FENCE POST, 3.2 M.
 BY2477'(10.5 FT.) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 1.2 M. (4.0 FT.)
 BY2477'NORTH-NORTHEAST OF A POWERLINE POLE, 0.3 M. (1.0 FT.) SOUTH OF A
 BY2477'FENCE.  DISK IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BY2477'10-CM. PLASTIC SCREW PLUG.
 BY2477'THE MARK IS 0.5 METERS  SSW FROM A WITNESS POST.
 BY2477'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 BY2477
 BY2477                          STATION RECOVERY (1991)
 BY2477
 BY2477'RECOVERY NOTE BY US POWER SQUADRON 1991 (BA)
 BY2477'RECOVERED IN GOOD CONDITION.
 BY2477
 BY2477                          STATION RECOVERY (1996)
 BY2477
 BY2477'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2477'RECOVERED IN GOOD CONDITION.
 BY2477
 BY2477                          STATION RECOVERY (2004)
 BY2477
 BY2477'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY2477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2446 ***********************************************************************
 BY2446  DESIGNATION -  P 1291
 BY2446  PID         -  BY2446
 BY2446  STATE/COUNTY-  TX/HOUSTON
 BY2446  USGS QUAD   -  GRAPELAND (1951)
 BY2446
 BY2446                         *CURRENT SURVEY CONTROL
 BY2446  ___________________________________________________________________
 BY2446* NAD 83(1986)-  31 29 29.     (N)    095 28 50.     (W)     SCALED    
 BY2446* NAVD 88     -       146.083  (meters)     479.27   (feet)  ADJUSTED  
 BY2446  ___________________________________________________________________
 BY2446  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY2446  DYNAMIC HT  -         145.902 (meters)     478.68  (feet)  COMP
 BY2446  MODELED GRAV-     979,394.4   (mgal)                       NAVD 88
 BY2446  OBS GRAVITY -     979,392.2   (mgal)                       GRAV_OBS
 BY2446
 BY2446  VERT ORDER  -  FIRST     CLASS II
 BY2446
 BY2446.The horizontal coordinates were scaled from a topographic map and have
 BY2446.an estimated accuracy of +/- 6 seconds.
 BY2446
 BY2446.The orthometric height was determined by differential leveling
 BY2446.and adjusted by the National Geodetic Survey in June 1991..
 BY2446
 BY2446.The geoid height was determined by GEOID03.
 BY2446
 BY2446.The dynamic height is computed by dividing the NAVD 88
 BY2446.geopotential number by the normal gravity value computed on the
 BY2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2446.degrees latitude (g = 980.6199 gals.).
 BY2446
 BY2446.The modeled gravity was interpolated from observed gravity values.
 BY2446.The observed gravity was obtained from relative gravimeter ties
 BY2446.to the IGSN71 gravity network.
 BY2446
 BY2446;                    North         East    Units  Estimated Accuracy
 BY2446;SPC TX C     - 3,212,340.    1,160,880.      MT  (+/- 180 meters Scaled)
 BY2446
 BY2446                          SUPERSEDED SURVEY CONTROL
 BY2446
 BY2446.No superseded survey control is available for this station.
 BY2446
 BY2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ643867(NAD 83)
 BY2446_MARKER: I = METAL ROD
 BY2446_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2446_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2446_STAMPING: P 1291 1980
 BY2446_PROJECTION: FLUSH
 BY2446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2446+STABILITY: POSITION/ELEVATION WELL
 BY2446_ROD/PIPE-DEPTH: 13.7 meters
 BY2446_SLEEVE-DEPTH  : 11.9 meters
 BY2446
 BY2446  HISTORY     - Date     Condition        Report By
 BY2446  HISTORY     - 1980     MONUMENTED       NGS
 BY2446
 BY2446                          STATION DESCRIPTION
 BY2446
 BY2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2446'IN GRAPELAND.
 BY2446'IN GRAPELAND, AT THE JUNCTION OF LOCUST AND OAK STREETS, AT THE
 BY2446'NORTHWEST CORNER OF THE FIRST UNITED METHODIST CHURCH, 13.6 M.
 BY2446'(44.5 FT.) SOUTHEAST OF THE SOUTHEAST CURB OF LOCUST STREET, 15.5 M.
 BY2446'(50.7 FT.) NORTHEAST OF THE NORTHEAST CURB OF OAK STREET, 1.1 M.
 BY2446'(3.6 FT.) NORTH OF THE NORTH WALL OF THE CHURCH.  DATUM POINT IS 6 CM.
 BY2446'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BY2446'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1135 ***********************************************************************
 BZ1135  DESIGNATION -  P 1294
 BZ1135  PID         -  BZ1135
 BZ1135  STATE/COUNTY-  TX/LEON
 BZ1135  USGS QUAD   -  BUFFALO (1982)
 BZ1135
 BZ1135                         *CURRENT SURVEY CONTROL
 BZ1135  ___________________________________________________________________
 BZ1135* NAD 83(1986)-  31 24 16.     (N)    096 06 45.     (W)     SCALED    
 BZ1135* NAVD 88     -       130.012  (meters)     426.55   (feet)  ADJUSTED  
 BZ1135  ___________________________________________________________________
 BZ1135  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ1135  DYNAMIC HT  -         129.851 (meters)     426.02  (feet)  COMP
 BZ1135  MODELED GRAV-     979,402.6   (mgal)                       NAVD 88
 BZ1135
 BZ1135  VERT ORDER  -  FIRST     CLASS II
 BZ1135
 BZ1135.The horizontal coordinates were scaled from a topographic map and have
 BZ1135.an estimated accuracy of +/- 6 seconds.
 BZ1135
 BZ1135.The orthometric height was determined by differential leveling
 BZ1135.and adjusted by the National Geodetic Survey in June 1991..
 BZ1135
 BZ1135.The geoid height was determined by GEOID03.
 BZ1135
 BZ1135.The dynamic height is computed by dividing the NAVD 88
 BZ1135.geopotential number by the normal gravity value computed on the
 BZ1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1135.degrees latitude (g = 980.6199 gals.).
 BZ1135
 BZ1135.The modeled gravity was interpolated from observed gravity values.
 BZ1135
 BZ1135;                    North         East    Units  Estimated Accuracy
 BZ1135;SPC TX C     - 3,200,260.    1,101,260.      MT  (+/- 180 meters Scaled)
 BZ1135
 BZ1135                          SUPERSEDED SURVEY CONTROL
 BZ1135
 BZ1135.No superseded survey control is available for this station.
 BZ1135
 BZ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV745780(NAD 83)
 BZ1135_MARKER: DB = BENCH MARK DISK
 BZ1135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1135_SP_SET: STAINLESS STEEL ROD
 BZ1135_STAMPING: P 1294 1980
 BZ1135_PROJECTION: RECESSED 3 CENTIMETERS
 BZ1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1135_ROD/PIPE-DEPTH: 3.5  meters
 BZ1135
 BZ1135  HISTORY     - Date     Condition        Report By
 BZ1135  HISTORY     - 1980     MONUMENTED       NGS
 BZ1135
 BZ1135                          STATION DESCRIPTION
 BZ1135
 BZ1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1135'7.1 KM NE FROM JEWETT.
 BZ1135'7.1 KM. (4.4 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF
 BZ1135'FARM ROAD 39 IN JEWETT, AT A FIELD ROAD LEADING NORTHWEST, 0.25 KM.
 BZ1135'(0.15 MI.) SOUTHWEST OF TAPE CREEK, 0.25 KM. (0.15 MI.) NORTHEAST OF A
 BZ1135'DIRT ROAD LEADING NORTH-NORTHWEST, 27.1 M. (89.0 FT.) NORTHEAST OF A
 BZ1135'POWERLINE POLE, 15.2 M. (50.0 FT.) NORTHWEST OF THE CENTERLINE OF THE
 BZ1135'HIGHWAY, 3.4 M. (11.0 FT.) NORTHEAST OF THE CENTERLINE OF THE FIELD
 BZ1135'ROAD, 16.2 M. (53.0 FT.) EAST-SOUTHEAST AND ACROSS A FENCE FROM A
 BZ1135'BLAZED 30-CM. OAK TREE, 0.3 M. (1.0 FT.) SOUTHEAST OF A FENCE.  DISK
 BZ1135'IS 7 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC
 BZ1135'SCREW PLUG.
 BZ1135'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 BZ1135'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1171 ***********************************************************************
 BZ1171  DESIGNATION -  P 1295
 BZ1171  PID         -  BZ1171
 BZ1171  STATE/COUNTY-  TX/HILL
 BZ1171  USGS QUAD   -  IRENE (1978)
 BZ1171
 BZ1171                         *CURRENT SURVEY CONTROL
 BZ1171  ___________________________________________________________________
 BZ1171* NAD 83(1986)-  31 53 15.     (N)    096 50 14.     (W)     SCALED    
 BZ1171* NAVD 88     -       143.410  (meters)     470.50   (feet)  ADJUSTED  
 BZ1171  ___________________________________________________________________
 BZ1171  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BZ1171  DYNAMIC HT  -         143.237 (meters)     469.94  (feet)  COMP
 BZ1171  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 BZ1171
 BZ1171  VERT ORDER  -  FIRST     CLASS II
 BZ1171
 BZ1171.The horizontal coordinates were scaled from a topographic map and have
 BZ1171.an estimated accuracy of +/- 6 seconds.
 BZ1171
 BZ1171.The orthometric height was determined by differential leveling
 BZ1171.and adjusted by the National Geodetic Survey in June 1991..
 BZ1171
 BZ1171.The geoid height was determined by GEOID03.
 BZ1171
 BZ1171.The dynamic height is computed by dividing the NAVD 88
 BZ1171.geopotential number by the normal gravity value computed on the
 BZ1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1171.degrees latitude (g = 980.6199 gals.).
 BZ1171
 BZ1171.The modeled gravity was interpolated from observed gravity values.
 BZ1171
 BZ1171;                    North         East    Units  Estimated Accuracy
 BZ1171;SPC TXNC     - 2,025,740.      757,320.      MT  (+/- 180 meters Scaled)
 BZ1171
 BZ1171                          SUPERSEDED SURVEY CONTROL
 BZ1171
 BZ1171.No superseded survey control is available for this station.
 BZ1171
 BZ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA045300(NAD 83)
 BZ1171_MARKER: I = METAL ROD
 BZ1171_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1171_SP_SET: STAINLESS STEEL ROD
 BZ1171_STAMPING: P 1295 1980
 BZ1171_PROJECTION: FLUSH
 BZ1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1171_ROD/PIPE-DEPTH: 7.3  meters
 BZ1171
 BZ1171  HISTORY     - Date     Condition        Report By
 BZ1171  HISTORY     - 1980     MONUMENTED       NGS
 BZ1171  HISTORY     - 19990220 GOOD             USPSQD
 BZ1171  HISTORY     - 20020824 GOOD             USPSQD
 BZ1171  HISTORY     - 20031011 GOOD             USPSQD
 BZ1171
 BZ1171                          STATION DESCRIPTION
 BZ1171
 BZ1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1171'5.9 KM NW FROM HUBBARD.
 BZ1171'5.9 KM. (3.65 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1171'OF STATE HIGHWAY 31 IN HUBBARD, 0.65 KM. (0.4 MI.) NORTHWEST OF THE
 BZ1171'SOUTHEASTERNMOST CROSSING OF POST OAK CREEK AND STATE HIGHWAY 171, AT
 BZ1171'A DIRT FIELD ENTRANCE ROAD WITH A DOUBLE STEEL GATE LEADING NORTHEAST,
 BZ1171'31.7 M. (104 FT.) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY ,
 BZ1171'7.0 M. (23.0 FT.) EAST OF THE CENTERLINE OF THE DIRT ROAD AND THE
 BZ1171'CENTER OF THE SOUTHEAST PORTION OF THE GATE, 0.3 M. (1.0 FT.)
 BZ1171'SOUTH-SOUTHWEST OF A FENCE.  DATUM POINT IS 10 CM. BELOW GROUND,
 BZ1171'ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1171'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 BZ1171'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 BZ1171
 BZ1171                          STATION RECOVERY (1999)
 BZ1171
 BZ1171'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1171'RECOVERED IN GOOD CONDITION.
 BZ1171
 BZ1171                          STATION RECOVERY (2002)
 BZ1171
 BZ1171'RECOVERY NOTE BY US POWER SQUADRON 2002 (HRM)
 BZ1171'RECOVERED IN GOOD CONDITION.
 BZ1171
 BZ1171                          STATION RECOVERY (2003)
 BZ1171
 BZ1171'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2424 ***********************************************************************
 BY2424  DESIGNATION -  P 1296
 BY2424  PID         -  BY2424
 BY2424  STATE/COUNTY-  TX/TRINITY
 BY2424  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY2424
 BY2424                         *CURRENT SURVEY CONTROL
 BY2424  ___________________________________________________________________
 BY2424* NAD 83(1986)-  31 04 46.     (N)    095 25 43.     (W)     SCALED    
 BY2424* NAVD 88     -        67.603  (meters)     221.79   (feet)  ADJUSTED  
 BY2424  ___________________________________________________________________
 BY2424  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BY2424  DYNAMIC HT  -          67.517 (meters)     221.51  (feet)  COMP
 BY2424  MODELED GRAV-     979,374.7   (mgal)                       NAVD 88
 BY2424
 BY2424  VERT ORDER  -  FIRST     CLASS II
 BY2424
 BY2424.The horizontal coordinates were scaled from a topographic map and have
 BY2424.an estimated accuracy of +/- 6 seconds.
 BY2424
 BY2424.The orthometric height was determined by differential leveling
 BY2424.and adjusted by the National Geodetic Survey in June 1991..
 BY2424
 BY2424.The geoid height was determined by GEOID03.
 BY2424
 BY2424.The dynamic height is computed by dividing the NAVD 88
 BY2424.geopotential number by the normal gravity value computed on the
 BY2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2424.degrees latitude (g = 980.6199 gals.).
 BY2424
 BY2424.The modeled gravity was interpolated from observed gravity values.
 BY2424
 BY2424;                    North         East    Units  Estimated Accuracy
 BY2424;SPC TX C     - 3,166,930.    1,167,830.      MT  (+/- 180 meters Scaled)
 BY2424
 BY2424                          SUPERSEDED SURVEY CONTROL
 BY2424
 BY2424.No superseded survey control is available for this station.
 BY2424
 BY2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ683409(NAD 83)
 BY2424_MARKER: DB = BENCH MARK DISK
 BY2424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2424_SP_SET: STAINLESS STEEL ROD
 BY2424_STAMPING: P 1296 1980
 BY2424_PROJECTION: FLUSH
 BY2424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2424_ROD/PIPE-DEPTH: 4.5  meters
 BY2424
 BY2424  HISTORY     - Date     Condition        Report By
 BY2424  HISTORY     - 1980     MONUMENTED       NGS
 BY2424
 BY2424                          STATION DESCRIPTION
 BY2424
 BY2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2424'5.4 KM SOUTH FROM LOVELADY.
 BY2424'5.4 KM. (3.35 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY2424'FARM ROAD 230 IN LOVELADY, AT A FENCE JUNCTION, IN LINE WITH A ROW OF
 BY2424'OVERHEAD POWERLINES, 16.5 M. (54.2 FT.) WEST OF THE CENTERLINE OF THE
 BY2424'HIGHWAY, 0.3 M. (1.0 FT.) EAST OF THE FENCE, 0.9 M. (3.0 FT.) WEST OF
 BY2424'THE CORNER FENCE POST OF THE EAST-WEST FENCE, 41.8 M. (137 FT.) NORTH
 BY2424'OF A POWERLINE POLE, 10.4 M. (34.0 FT.) NORTH OF A CONCRETE
 BY2424'RIGHT-OF-WAY MARKER.  DISK IS 12 CM. BELOW GROUND, ACCESS TO WHICH IS
 BY2424'HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2424'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BY2424'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2434 ***********************************************************************
 BY2434  DESIGNATION -  P 1297
 BY2434  PID         -  BY2434
 BY2434  STATE/COUNTY-  TX/HOUSTON
 BY2434  USGS QUAD   -  CROCKETT (1950)
 BY2434
 BY2434                         *CURRENT SURVEY CONTROL
 BY2434  ___________________________________________________________________
 BY2434* NAD 83(1986)-  31 20 07.     (N)    095 27 59.     (W)     SCALED    
 BY2434* NAVD 88     -        89.843  (meters)     294.76   (feet)  ADJUSTED  
 BY2434  ___________________________________________________________________
 BY2434  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY2434  DYNAMIC HT  -          89.730 (meters)     294.39  (feet)  COMP
 BY2434  MODELED GRAV-     979,387.6   (mgal)                       NAVD 88
 BY2434
 BY2434  VERT ORDER  -  FIRST     CLASS II
 BY2434
 BY2434.The horizontal coordinates were scaled from a topographic map and have
 BY2434.an estimated accuracy of +/- 6 seconds.
 BY2434
 BY2434.The orthometric height was determined by differential leveling
 BY2434.and adjusted by the National Geodetic Survey in June 1991..
 BY2434
 BY2434.The geoid height was determined by GEOID03.
 BY2434
 BY2434.The dynamic height is computed by dividing the NAVD 88
 BY2434.geopotential number by the normal gravity value computed on the
 BY2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2434.degrees latitude (g = 980.6199 gals.).
 BY2434
 BY2434.The modeled gravity was interpolated from observed gravity values.
 BY2434
 BY2434;                    North         East    Units  Estimated Accuracy
 BY2434;SPC TX C     - 3,195,110.    1,162,990.      MT  (+/- 180 meters Scaled)
 BY2434
 BY2434                          SUPERSEDED SURVEY CONTROL
 BY2434
 BY2434.No superseded survey control is available for this station.
 BY2434
 BY2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ653693(NAD 83)
 BY2434_MARKER: DB = BENCH MARK DISK
 BY2434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2434_SP_SET: STAINLESS STEEL ROD
 BY2434_STAMPING: P 1297 1980
 BY2434_PROJECTION: FLUSH
 BY2434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2434_ROD/PIPE-DEPTH: 7.0  meters
 BY2434
 BY2434  HISTORY     - Date     Condition        Report By
 BY2434  HISTORY     - 1980     MONUMENTED       NGS
 BY2434
 BY2434                          STATION DESCRIPTION
 BY2434
 BY2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2434'2.25 KM NW FROM CROCKETT.
 BY2434'2.25 KM. (1.4 MI.) NORTHWEST ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY
 BY2434'287 FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, AT THE NORTHEAST
 BY2434'CORNER OF A LARGE CEMETERY, IN THE SOUTHWEST CORNER OF THE JUNCTION OF
 BY2434'LOOP 304, 14.0 M. (45.8 FT.) WEST-SOUTHWEST OF THE CENTERLINE OF U.S.
 BY2434'HIGHWAY 287 SOUTHBOUND, 42.4 M. (139 FT.) SOUTH-SOUTHEAST OF THE EAST
 BY2434'END OF A 3-M. BY 1-M.  BOX CULVERT, 0.3 M. (1.0 FT.) NORTHWEST OF A
 BY2434'CHAIN LINK FENCE, 1.2 M. (4.0 FT.) WEST-SOUTHWEST OF A POWERLINE POLE,
 BY2434'5.1 M. (16.6 FT.) EAST OF A 90-CM. OAK TREE, 1.2 M. (4.0 FT.)
 BY2434'WEST-SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 0.8 M. (2.6 FT.)
 BY2434'WEST-SOUTHWEST OF A CORNER FENCE POST.  DISK IS 10 CM. BELOW GROUND,
 BY2434'ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2434'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BY2434'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0170 ***********************************************************************
 CU0170  DESIGNATION -  P 13
 CU0170  PID         -  CU0170
 CU0170  STATE/COUNTY-  TX/NOLAN
 CU0170  USGS QUAD   -  SWEETWATER (1987)
 CU0170
 CU0170                         *CURRENT SURVEY CONTROL
 CU0170  ___________________________________________________________________
 CU0170* NAD 83(1986)-  32 28 12.     (N)    100 24 29.     (W)     SCALED    
 CU0170* NAVD 88     -       663.509  (meters)    2176.86   (feet)  ADJUSTED  
 CU0170  ___________________________________________________________________
 CU0170  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CU0170  DYNAMIC HT  -         662.627 (meters)    2173.97  (feet)  COMP
 CU0170  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 CU0170
 CU0170  VERT ORDER  -  FIRST     CLASS II
 CU0170
 CU0170.The horizontal coordinates were scaled from a topographic map and have
 CU0170.an estimated accuracy of +/- 6 seconds.
 CU0170
 CU0170.The orthometric height was determined by differential leveling
 CU0170.and adjusted by the National Geodetic Survey in June 1991..
 CU0170
 CU0170.The geoid height was determined by GEOID03.
 CU0170
 CU0170.The dynamic height is computed by dividing the NAVD 88
 CU0170.geopotential number by the normal gravity value computed on the
 CU0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0170.degrees latitude (g = 980.6199 gals.).
 CU0170
 CU0170.The modeled gravity was interpolated from observed gravity values.
 CU0170
 CU0170;                    North         East    Units  Estimated Accuracy
 CU0170;SPC TXNC     - 2,090,710.      420,650.      MT  (+/- 180 meters Scaled)
 CU0170
 CU0170                          SUPERSEDED SURVEY CONTROL
 CU0170
 CU0170  NGVD 29 (??/??/92)  663.294  (m)         2176.16   (f) ADJ UNCH    1 2
 CU0170
 CU0170.Superseded values are not recommended for survey control.
 CU0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0170.See file dsdata.txt to determine how the superseded data were derived.
 CU0170
 CU0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA676934(NAD 83)
 CU0170_MARKER: Z = SEE DESCRIPTION
 CU0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0170+STABILITY: SURFACE MOTION
 CU0170
 CU0170  HISTORY     - Date     Condition        Report By
 CU0170  HISTORY     - UNK      MONUMENTED       CGS
 CU0170  HISTORY     - 1956     GOOD             NGS
 CU0170  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0170
 CU0170                          STATION DESCRIPTION
 CU0170
 CU0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0170'IN SWEETWATER.
 CU0170'AT SWEETWATER, AT THE NORTH CORNER OF THE INTERSECTION OF EAST
 CU0170'BROADWAY AND OAK STREET, AT THE SOUTH CORNER OF THE COURTHOUSE LAWN,
 CU0170'76.6 FEET SOUTH OF THE SOUTH CORNER OF THE COURTHOUSE, 105.4 FEET
 CU0170'SOUTHWEST OF A FLAGPOLE, 14.6 FEET WEST OF THE SOUTH END OF A CIRCULAR
 CU0170'BRICK WALL AROUND A GROUP OF SEATS, AT THE NORTHEAST SIDE OF A
 CU0170'SIDEWALK, FLUSH WITH THE SIDEWALK, IN THE TOP OF A STONE POST,
 CU0170'SURROUNDED BY THE LETTERS USBM.
 CU0170
 CU0170                          STATION RECOVERY (1982)
 CU0170
 CU0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0170'THERE IS A NEW COURTHOUSE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2317 ***********************************************************************
 CS2317  DESIGNATION -  P 130
 CS2317  PID         -  CS2317
 CS2317  STATE/COUNTY-  TX/PARKER
 CS2317  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2317
 CS2317                         *CURRENT SURVEY CONTROL
 CS2317  ___________________________________________________________________
 CS2317* NAD 83(1986)-  32 46 57.     (N)    097 49 54.     (W)     SCALED    
 CS2317* NAVD 88     -       335.779  (meters)    1101.63   (feet)  ADJUSTED  
 CS2317  ___________________________________________________________________
 CS2317  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CS2317  DYNAMIC HT  -         335.367 (meters)    1100.28  (feet)  COMP
 CS2317  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 CS2317
 CS2317  VERT ORDER  -  FIRST     CLASS II
 CS2317
 CS2317.The horizontal coordinates were scaled from a topographic map and have
 CS2317.an estimated accuracy of +/- 6 seconds.
 CS2317
 CS2317.The orthometric height was determined by differential leveling
 CS2317.and adjusted by the National Geodetic Survey in June 1991..
 CS2317
 CS2317.The geoid height was determined by GEOID03.
 CS2317
 CS2317.The dynamic height is computed by dividing the NAVD 88
 CS2317.geopotential number by the normal gravity value computed on the
 CS2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2317.degrees latitude (g = 980.6199 gals.).
 CS2317
 CS2317.The modeled gravity was interpolated from observed gravity values.
 CS2317
 CS2317;                    North         East    Units  Estimated Accuracy
 CS2317;SPC TXNC     - 2,123,930.      662,600.      MT  (+/- 180 meters Scaled)
 CS2317
 CS2317                          SUPERSEDED SURVEY CONTROL
 CS2317
 CS2317  NGVD 29 (??/??/92)  335.686  (m)         1101.33   (f) ADJ UNCH    1 2
 CS2317
 CS2317.Superseded values are not recommended for survey control.
 CS2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2317.See file dsdata.txt to determine how the superseded data were derived.
 CS2317
 CS2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB094277(NAD 83)
 CS2317_MARKER: DB = BENCH MARK DISK
 CS2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2317_STAMPING: P 130 1952
 CS2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2317+STABILITY: SURFACE MOTION
 CS2317
 CS2317  HISTORY     - Date     Condition        Report By
 CS2317  HISTORY     - 1952     MONUMENTED       CGS
 CS2317  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2317
 CS2317                          STATION DESCRIPTION
 CS2317
 CS2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS2317'2.4 MI W FROM WEATHERFORD.
 CS2317'2.4 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2317'AT WEATHERFORD, 0.15 MILE WEST OF BRIDGE 279.0, 5 1/2 POLES WEST OF
 CS2317'MILEPOST 279, 45 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF A
 CS2317'FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CS2317'POST.
 CS2317
 CS2317                          STATION RECOVERY (1983)
 CS2317
 CS2317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1120 ***********************************************************************
 BZ1120  DESIGNATION -  P 1300
 BZ1120  PID         -  BZ1120
 BZ1120  STATE/COUNTY-  TX/BELL
 BZ1120  USGS QUAD   -  TROY (1993)
 BZ1120
 BZ1120                         *CURRENT SURVEY CONTROL
 BZ1120  ___________________________________________________________________
 BZ1120* NAD 83(1986)-  31 09 18.     (N)    097 19 24.     (W)     SCALED    
 BZ1120* NAVD 88     -       212.553  (meters)     697.35   (feet)  ADJUSTED  
 BZ1120  ___________________________________________________________________
 BZ1120  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ1120  DYNAMIC HT  -         212.273 (meters)     696.43  (feet)  COMP
 BZ1120  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 BZ1120
 BZ1120  VERT ORDER  -  FIRST     CLASS II
 BZ1120
 BZ1120.The horizontal coordinates were scaled from a topographic map and have
 BZ1120.an estimated accuracy of +/- 6 seconds.
 BZ1120
 BZ1120.The orthometric height was determined by differential leveling
 BZ1120.and adjusted by the National Geodetic Survey in June 1991..
 BZ1120
 BZ1120.The geoid height was determined by GEOID03.
 BZ1120
 BZ1120.The dynamic height is computed by dividing the NAVD 88
 BZ1120.geopotential number by the normal gravity value computed on the
 BZ1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1120.degrees latitude (g = 980.6199 gals.).
 BZ1120
 BZ1120.The modeled gravity was interpolated from observed gravity values.
 BZ1120
 BZ1120;                    North         East    Units  Estimated Accuracy
 BZ1120;SPC TX C     - 3,168,870.      986,930.      MT  (+/- 180 meters Scaled)
 BZ1120
 BZ1120                          SUPERSEDED SURVEY CONTROL
 BZ1120
 BZ1120.No superseded survey control is available for this station.
 BZ1120
 BZ1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV598479(NAD 83)
 BZ1120_MARKER: DB = BENCH MARK DISK
 BZ1120_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1120_SP_SET: OVERPASS PIER
 BZ1120_STAMPING: P 1300 1980
 BZ1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1120+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1120
 BZ1120  HISTORY     - Date     Condition        Report By
 BZ1120  HISTORY     - 1980     MONUMENTED       NGS
 BZ1120  HISTORY     - 19910403 GOOD             USPSQD
 BZ1120  HISTORY     - 19950715 GOOD             USPSQD
 BZ1120  HISTORY     - 20010317 GOOD             USPSQD
 BZ1120  HISTORY     - 20031011 GOOD             USPSQD
 BZ1120  HISTORY     - 20050726 GOOD             USPSQD
 BZ1120
 BZ1120                          STATION DESCRIPTION
 BZ1120
 BZ1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1120'6.4 KM NE FROM TEMPLE.
 BZ1120'3.2 KM. (2.0 MI.) NORTHEAST ALONG SPUR 290 (NORTH THIRD STREET) FROM
 BZ1120'THE JUNCTION OF TEXAS HIGHWAY 53 (ADAMS AVENUE) IN TEMPLE, THENCE
 BZ1120'3.2 KM. (2.0 MI.) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BZ1120'35, ALSO 5.7 KM. (3.55 MI.) SOUTHWEST ALONG THE EAST FRONTAGE ROAD OF
 BZ1120'I-35 FROM THE JUNCTION OF FARM ROAD 935 IN TROY, SET VERTICALLY IN THE
 BZ1120'EAST FACE OF THE NORTHEASTERNMOST PIER OF THE I-35 OVERPASS OVER
 BZ1120'BERGER ROAD, 6.8 M. (22.3 FT.) NORTH OF THE CENTERLINE OF BERGER ROAD.
 BZ1120'NOTE-THE TEXAS DEPARTMENT OF HIGHWAY ENGINEERS STATE THAT THIS
 BZ1120'OVERPASS IS SETTING OF SOLID ROCK.
 BZ1120'THE MARK IS 1.3 M ABOVE BERGER ROAD.
 BZ1120
 BZ1120                          STATION RECOVERY (1991)
 BZ1120
 BZ1120'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1120'RECOVERED IN GOOD CONDITION.
 BZ1120
 BZ1120                          STATION RECOVERY (1995)
 BZ1120
 BZ1120'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1120'RECOVERED IN GOOD CONDITION.
 BZ1120
 BZ1120                          STATION RECOVERY (2001)
 BZ1120
 BZ1120'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ1120'RECOVERED IN GOOD CONDITION.
 BZ1120
 BZ1120                          STATION RECOVERY (2003)
 BZ1120
 BZ1120'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ1120'RECOVERED IN GOOD CONDITION.
 BZ1120
 BZ1120                          STATION RECOVERY (2005)
 BZ1120
 BZ1120'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1065 ***********************************************************************
 BZ1065  DESIGNATION -  P 1301
 BZ1065  PID         -  BZ1065
 BZ1065  STATE/COUNTY-  TX/MCLENNAN
 BZ1065  USGS QUAD   -  WEST (1979)
 BZ1065
 BZ1065                         *CURRENT SURVEY CONTROL
 BZ1065  ___________________________________________________________________
 BZ1065* NAD 83(1986)-  31 48 44.     (N)    097 05 56.     (W)     SCALED    
 BZ1065* NAVD 88     -       187.572  (meters)     615.39   (feet)  ADJUSTED  
 BZ1065  ___________________________________________________________________
 BZ1065  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BZ1065  DYNAMIC HT  -         187.338 (meters)     614.62  (feet)  COMP
 BZ1065  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 BZ1065
 BZ1065  VERT ORDER  -  FIRST     CLASS II
 BZ1065
 BZ1065.The horizontal coordinates were scaled from a topographic map and have
 BZ1065.an estimated accuracy of +/- 6 seconds.
 BZ1065
 BZ1065.The orthometric height was determined by differential leveling
 BZ1065.and adjusted by the National Geodetic Survey in June 1991..
 BZ1065
 BZ1065.The geoid height was determined by GEOID03.
 BZ1065
 BZ1065.The dynamic height is computed by dividing the NAVD 88
 BZ1065.geopotential number by the normal gravity value computed on the
 BZ1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1065.degrees latitude (g = 980.6199 gals.).
 BZ1065
 BZ1065.The modeled gravity was interpolated from observed gravity values.
 BZ1065
 BZ1065;                    North         East    Units  Estimated Accuracy
 BZ1065;SPC TX C     - 3,242,310.    1,006,210.      MT  (+/- 180 meters Scaled)
 BZ1065
 BZ1065                          SUPERSEDED SURVEY CONTROL
 BZ1065
 BZ1065.No superseded survey control is available for this station.
 BZ1065
 BZ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA799211(NAD 83)
 BZ1065_MARKER: I = METAL ROD
 BZ1065_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1065_SP_SET: STAINLESS STEEL ROD
 BZ1065_STAMPING: P 1301 1980
 BZ1065_PROJECTION: FLUSH
 BZ1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1065+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2004
 BZ1065_ROD/PIPE-DEPTH: 9.1  meters
 BZ1065
 BZ1065  HISTORY     - Date     Condition        Report By
 BZ1065  HISTORY     - 1980     MONUMENTED       NGS
 BZ1065  HISTORY     - 19910511 GOOD             USPSQD
 BZ1065  HISTORY     - 19950715 GOOD             USPSQD
 BZ1065  HISTORY     - 20010317 GOOD             USPSQD
 BZ1065  HISTORY     - 20040110 GOOD             USPSQD
 BZ1065
 BZ1065                          STATION DESCRIPTION
 BZ1065
 BZ1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1065'1.0 KM NORTH FROM WEST.
 BZ1065'1.0 KM. (0.6 MI.) NORTH ALONG THE FRONTAGE ROAD WHICH PARALLELS THE
 BZ1065'WEST SIDE OF INTERSTATE HIGHWAY 35 FROM THE JUNCTION OF FARM ROAD 2114
 BZ1065'IN WEST, AT A LARGE STUCKEYS BILLBOARD, 15.4 M. (50.6 FT.) WEST OF THE
 BZ1065'CENTERLINE OF THE FRONTAGE ROAD, 61.0 M. (200 FT.) SOUTH OF A DRIVEWAY
 BZ1065'LEADING WEST TO A BRICK HOUSE, 4.3 M. (14.0 FT.) NORTHEAST OF THE EAST
 BZ1065'END OF THE SIGN, 16.2 M. (53.0 FT.) NORTH OF A POWERLINE POLE, 1.8 M.
 BZ1065'(6.0 FT.) SOUTH OF A CORNER FENCE POST, 0.3 M. (1.0 FT.) EAST OF A
 BZ1065'FENCE.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1065'THROUGH A 13-CM. LOGO CAP.
 BZ1065'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BZ1065'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 BZ1065
 BZ1065                          STATION RECOVERY (1991)
 BZ1065
 BZ1065'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1065'RECOVERED IN GOOD CONDITION.
 BZ1065
 BZ1065                          STATION RECOVERY (1995)
 BZ1065
 BZ1065'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1065'RECOVERED IN GOOD CONDITION.
 BZ1065
 BZ1065                          STATION RECOVERY (2001)
 BZ1065
 BZ1065'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1065'RECOVERED IN GOOD CONDITION.
 BZ1065
 BZ1065                          STATION RECOVERY (2004)
 BZ1065
 BZ1065'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1093 ***********************************************************************
 BZ1093  DESIGNATION -  P 1302
 BZ1093  PID         -  BZ1093
 BZ1093  STATE/COUNTY-  TX/MCLENNAN
 BZ1093  USGS QUAD   -  LORENA (1993)
 BZ1093
 BZ1093                         *CURRENT SURVEY CONTROL
 BZ1093  ___________________________________________________________________
 BZ1093* NAD 83(1986)-  31 29 52.     (N)    097 08 55.     (W)     SCALED    
 BZ1093* NAVD 88     -       153.647  (meters)     504.09   (feet)  ADJUSTED  
 BZ1093  ___________________________________________________________________
 BZ1093  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BZ1093  DYNAMIC HT  -         153.453 (meters)     503.45  (feet)  COMP
 BZ1093  MODELED GRAV-     979,374.4   (mgal)                       NAVD 88
 BZ1093
 BZ1093  VERT ORDER  -  FIRST     CLASS II
 BZ1093
 BZ1093.The horizontal coordinates were scaled from a topographic map and have
 BZ1093.an estimated accuracy of +/- 6 seconds.
 BZ1093
 BZ1093.The orthometric height was determined by differential leveling
 BZ1093.and adjusted by the National Geodetic Survey in June 1991..
 BZ1093
 BZ1093.The geoid height was determined by GEOID03.
 BZ1093
 BZ1093.The dynamic height is computed by dividing the NAVD 88
 BZ1093.geopotential number by the normal gravity value computed on the
 BZ1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1093.degrees latitude (g = 980.6199 gals.).
 BZ1093
 BZ1093.The modeled gravity was interpolated from observed gravity values.
 BZ1093
 BZ1093;                    North         East    Units  Estimated Accuracy
 BZ1093;SPC TX C     - 3,207,320.    1,002,500.      MT  (+/- 180 meters Scaled)
 BZ1093
 BZ1093                          SUPERSEDED SURVEY CONTROL
 BZ1093
 BZ1093.No superseded survey control is available for this station.
 BZ1093
 BZ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV758862(NAD 83)
 BZ1093_MARKER: I = METAL ROD
 BZ1093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1093_SP_SET: STAINLESS STEEL ROD
 BZ1093_STAMPING: P 1302 1980
 BZ1093_PROJECTION: FLUSH
 BZ1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1093_ROD/PIPE-DEPTH: 6.1  meters
 BZ1093
 BZ1093  HISTORY     - Date     Condition        Report By
 BZ1093  HISTORY     - 1980     MONUMENTED       NGS
 BZ1093  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 BZ1093  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1093
 BZ1093                          STATION DESCRIPTION
 BZ1093
 BZ1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1093'IN WACO.
 BZ1093'IN WACO, 1.75 KM. (1.1 MI.) SOUTH ALONG THE J.H. KULTGEN EXPRESSWAY
 BZ1093'WHICH PARALLELS THE WEST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF
 BZ1093'VALLEY MILLS DRIVE, 0.6 KM. (0.4 MI.) NORTHEAST OF THE I-35 STATE
 BZ1093'HIGHWAY 6 AND LOOP 340 INTERCHANGE AT THE SOUTHEAST EDGE OF WACO,
 BZ1093'18.5 M. (60.7 FT.) WEST-SOUTHWEST OF THE CENTERLINE OF THE EXPRESSWAY,
 BZ1093'40.5 M. (133 FT.) NORTH OF A STATE HIGHWAY 6- LOOP 340 WEST HIGHWAY
 BZ1093'SIGN, 0.3 M. (1.0 FT.) SOUTHEAST OF A FENCE, 10.0 M. (33.0 FT.)
 BZ1093'SOUTHWEST OF A CORNER FENCE POST AND A RIGHT-OF-WAY MARKER, 1.0 M.
 BZ1093'(3.3 FT.) SOUTHWEST GUYED POWERPOLE.  DATUM POINT IS 8 CM. BELOW
 BZ1093'GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1093'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BZ1093'THE MARK IS 0.9 M ABOVE THE EXPRESSWAY.
 BZ1093
 BZ1093                          STATION RECOVERY (1991)
 BZ1093
 BZ1093'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1093'MARK NOT FOUND.
 BZ1093
 BZ1093                          STATION RECOVERY (1995)
 BZ1093
 BZ1093'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0773 ***********************************************************************
 BM0773  DESIGNATION -  P 1303
 BM0773  PID         -  BM0773
 BM0773  STATE/COUNTY-  TX/BELL
 BM0773  USGS QUAD   -  BARTLETT (1989)
 BM0773
 BM0773                         *CURRENT SURVEY CONTROL
 BM0773  ___________________________________________________________________
 BM0773* NAD 83(1986)-  30 52 07.     (N)    097 24 02.     (W)     SCALED    
 BM0773* NAVD 88     -       165.706  (meters)     543.65   (feet)  ADJUSTED  
 BM0773  ___________________________________________________________________
 BM0773  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BM0773  DYNAMIC HT  -         165.487 (meters)     542.94  (feet)  COMP
 BM0773  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 BM0773
 BM0773  VERT ORDER  -  FIRST     CLASS II
 BM0773
 BM0773.The horizontal coordinates were scaled from a topographic map and have
 BM0773.an estimated accuracy of +/- 6 seconds.
 BM0773
 BM0773.The orthometric height was determined by differential leveling
 BM0773.and adjusted by the National Geodetic Survey in June 1991..
 BM0773
 BM0773.The geoid height was determined by GEOID03.
 BM0773
 BM0773.The dynamic height is computed by dividing the NAVD 88
 BM0773.geopotential number by the normal gravity value computed on the
 BM0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0773.degrees latitude (g = 980.6199 gals.).
 BM0773
 BM0773.The modeled gravity was interpolated from observed gravity values.
 BM0773
 BM0773;                    North         East    Units  Estimated Accuracy
 BM0773;SPC TX C     - 3,136,940.      980,410.      MT  (+/- 180 meters Scaled)
 BM0773
 BM0773                          SUPERSEDED SURVEY CONTROL
 BM0773
 BM0773.No superseded survey control is available for this station.
 BM0773
 BM0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV529161(NAD 83)
 BM0773_MARKER: I = METAL ROD
 BM0773_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0773_SP_SET: STAINLESS STEEL ROD
 BM0773_STAMPING: P 1303 1980
 BM0773_MARK LOGO: NGS   
 BM0773_PROJECTION: RECESSED 2 CENTIMETERS
 BM0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0773+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0773_ROD/PIPE-DEPTH: 9.1  meters
 BM0773
 BM0773  HISTORY     - Date     Condition        Report By
 BM0773  HISTORY     - 1980     MONUMENTED       NGS
 BM0773  HISTORY     - 1990     GOOD             USPSQD
 BM0773  HISTORY     - 20010317 GOOD             USPSQD
 BM0773  HISTORY     - 20050725 GOOD             USPSQD
 BM0773
 BM0773                          STATION DESCRIPTION
 BM0773
 BM0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0773'1.1 KM (0.7 MI) SOUTH FROM HOLLAND.
 BM0773'1.1 KM (0.7 MI) SOUTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF FARM
 BM0773'ROAD 1123 IN HOLLAND, AT THE JUNCTION OF FARM ROAD 2268 LEADING EAST,
 BM0773'24.7 METERS (81.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BM0773'20.1 METERS (66.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 BM0773'34.1 METERS (112 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN
 BM0773'LINK FENCE AROUND THE BEST BUTANE COMPANY GAS TANKS, 12.8 METERS
 BM0773'(42.0 FT) NORTH-NORTHWEST OF THE CENTER OF A GRAVEL ROAD LEADING TO
 BM0773'THE TANKS, 1.0 METER (3.0 FT) SOUTH-SOUTHEAST OF A POWERLINE POLE WITH
 BM0773'A GUY WIRE AND A TELEPHONE JUNCTION BOX, 4.9 METERS (16.0 FT)
 BM0773'NORTHWEST OF A GUY WIRE ANCHOR, 9.8 METERS (32.0 FT) SOUTHWEST OF A
 BM0773'CORNER FENCE POST.
 BM0773'THE MARK IS 0.6 METERS  NNW FROM A WITNESS POST.
 BM0773'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 BM0773
 BM0773                          STATION RECOVERY (1990)
 BM0773
 BM0773'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0773'RECOVERED IN GOOD CONDITION.
 BM0773
 BM0773                          STATION RECOVERY (2001)
 BM0773
 BM0773'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0773'RECOVERED IN GOOD CONDITION.
 BM0773
 BM0773                          STATION RECOVERY (2005)
 BM0773
 BM0773'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0797 ***********************************************************************
 BM0797  DESIGNATION -  P 1304
 BM0797  PID         -  BM0797
 BM0797  STATE/COUNTY-  TX/WILLIAMSON
 BM0797  USGS QUAD   -  ROUND ROCK (1987)
 BM0797
 BM0797                         *CURRENT SURVEY CONTROL
 BM0797  ___________________________________________________________________
 BM0797* NAD 83(1986)-  30 36 29.     (N)    097 41 05.     (W)     SCALED    
 BM0797* NAVD 88     -       241.254  (meters)     791.51   (feet)  ADJUSTED  
 BM0797  ___________________________________________________________________
 BM0797  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0797  DYNAMIC HT  -         240.929 (meters)     790.45  (feet)  COMP
 BM0797  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 BM0797
 BM0797  VERT ORDER  -  FIRST     CLASS II
 BM0797
 BM0797.The horizontal coordinates were scaled from a topographic map and have
 BM0797.an estimated accuracy of +/- 6 seconds.
 BM0797
 BM0797.The orthometric height was determined by differential leveling
 BM0797.and adjusted by the National Geodetic Survey in June 1991..
 BM0797
 BM0797.The geoid height was determined by GEOID03.
 BM0797
 BM0797.The dynamic height is computed by dividing the NAVD 88
 BM0797.geopotential number by the normal gravity value computed on the
 BM0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0797.degrees latitude (g = 980.6199 gals.).
 BM0797
 BM0797.The modeled gravity was interpolated from observed gravity values.
 BM0797
 BM0797;                    North         East    Units  Estimated Accuracy
 BM0797;SPC TX C     - 3,107,380.      953,930.      MT  (+/- 180 meters Scaled)
 BM0797
 BM0797                          SUPERSEDED SURVEY CONTROL
 BM0797
 BM0797.No superseded survey control is available for this station.
 BM0797
 BM0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU260869(NAD 83)
 BM0797_MARKER: I = METAL ROD
 BM0797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0797_SP_SET: STAINLESS STEEL ROD
 BM0797_STAMPING: P 1304 1980
 BM0797_MARK LOGO: NGS   
 BM0797_PROJECTION: FLUSH
 BM0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0797+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0797_ROD/PIPE-DEPTH: 1.2  meters
 BM0797
 BM0797  HISTORY     - Date     Condition        Report By
 BM0797  HISTORY     - 1980     MONUMENTED       NGS
 BM0797  HISTORY     - 1990     GOOD             USPSQD
 BM0797  HISTORY     - 20050724 GOOD             USPSQD
 BM0797
 BM0797                          STATION DESCRIPTION
 BM0797
 BM0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0797'3.3 KM (2.05 MI) SOUTH FROM GEORGETOWN.
 BM0797'3.3 KM (2.05 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0797'COURTHOUSE IN GEORGETOWN, THENCE 0.15 KM (0.1 MI) SOUTH ALONG THE EAST
 BM0797'FRONTAGE ROAD OF INTERSTATE 35, 14.9 METERS (49.0 FT) EAST OF THE
 BM0797'CENTERLINE OF THE ROAD, 43.6 METERS (143 FT) NORTH OF THE CENTERLINE
 BM0797'OF A GRAVEL DRIVE, 0.9 METER (3.0 FT) SOUTH OF TELEPHONE POLE NUMBER
 BM0797'249, 26.2 METERS (86.0 FT) NORTH OF A CORNER FENCE POST, 0.3 METER
 BM0797'(1.0 FT) WEST OF A FENCE.
 BM0797'THE MARK IS 0.9 METERS  NNW FROM A WITNESS POST.
 BM0797'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 BM0797
 BM0797                          STATION RECOVERY (1990)
 BM0797
 BM0797'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0797'RECOVERED IN GOOD CONDITION.
 BM0797
 BM0797                          STATION RECOVERY (2005)
 BM0797
 BM0797'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0824 ***********************************************************************
 BM0824  DESIGNATION -  P 1306
 BM0824  PID         -  BM0824
 BM0824  STATE/COUNTY-  TX/TRAVIS
 BM0824  USGS QUAD   -  AUSTIN EAST (1988)
 BM0824
 BM0824                         *CURRENT SURVEY CONTROL
 BM0824  ___________________________________________________________________
 BM0824* NAD 83(1993)-  30 17 45.14774(N)    097 43 54.93855(W)     ADJUSTED  
 BM0824* NAVD 88     -       184.080  (meters)     603.94   (feet)  ADJUSTED  
 BM0824  ___________________________________________________________________
 BM0824  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 BM0824  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0824  DYNAMIC HT  -         183.829 (meters)     603.11  (feet)  COMP
 BM0824  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 BM0824
 BM0824  HORZ ORDER  -  SECOND
 BM0824  VERT ORDER  -  FIRST     CLASS II
 BM0824
 BM0824.The horizontal coordinates were established by classical geodetic methods
 BM0824.and adjusted by the National Geodetic Survey in February 1996..
 BM0824.No horizontal observational check was made to the station.
 BM0824
 BM0824.The orthometric height was determined by differential leveling
 BM0824.and adjusted by the National Geodetic Survey in July 2002..
 BM0824
 BM0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0824
 BM0824.The geoid height was determined by GEOID03.
 BM0824
 BM0824.The dynamic height is computed by dividing the NAVD 88
 BM0824.geopotential number by the normal gravity value computed on the
 BM0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0824.degrees latitude (g = 980.6199 gals.).
 BM0824
 BM0824.The modeled gravity was interpolated from observed gravity values.
 BM0824
 BM0824;                    North         East     Units Scale Factor Converg.
 BM0824;SPC TX C     - 3,072,677.921   950,218.495   MT  0.99995699   +1 20 23.6
 BM0824;SPC TX C     -10,080,944.15  3,117,508.51   sFT  0.99995699   +1 20 23.6
 BM0824;UTM  14      - 3,352,252.177   621,943.164   MT  0.99978345   +0 38 23.2
 BM0824
 BM0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0824!SPC TX C     -   0.99997515  x   0.99995699  =   0.99993214
 BM0824!UTM  14      -   0.99997515  x   0.99978345  =   0.99975860
 BM0824
 BM0824                          SUPERSEDED SURVEY CONTROL
 BM0824
 BM0824  NAD 83(1986)-  30 17 45.16622(N)    097 43 54.92112(W) AD(       ) 2
 BM0824  NAVD 88 (06/15/91)  184.077  (m)          603.93   (f) UNKNOWN     1 2
 BM0824  NGVD 29 (01/26/93)  184.02   (m)          603.7    (f) LEVELING    3  
 BM0824
 BM0824.Superseded values are not recommended for survey control.
 BM0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0824.See file dsdata.txt to determine how the superseded data were derived.
 BM0824
 BM0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2194352252(NAD 83)
 BM0824_MARKER: I = METAL ROD
 BM0824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0824_SP_SET: SHALLOW SET METAL ROD
 BM0824_STAMPING: P 1306 1980
 BM0824_MARK LOGO: NGS   
 BM0824_PROJECTION: RECESSED 10 CENTIMETERS
 BM0824_MAGNETIC: I = MARKER IS A STEEL ROD
 BM0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0824+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 BM0824_ROD/PIPE-DEPTH: 3.5  meters
 BM0824
 BM0824  HISTORY     - Date     Condition        Report By
 BM0824  HISTORY     - 1980     MONUMENTED       NGS
 BM0824  HISTORY     - 1990     GOOD             USPSQD
 BM0824  HISTORY     - 19961120 GOOD             NGS
 BM0824  HISTORY     - 20050226 GOOD             USPSQD
 BM0824
 BM0824                          STATION DESCRIPTION
 BM0824
 BM0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0824'IN AUSTIN.
 BM0824'IN AUSTIN, 0.65 KM (0.4 MI) NORTHEAST ALONG DUVAL STREET FROM THE
 BM0824'JUNCTION OF SAN JACINTO BOULEVARD AT THE NORTH EDGE OF THE UNIVERSITY
 BM0824'OF TEXAS CAMPUS, AT THE INTERSECTION OF EAST 33RD STREET, 27.7 METERS
 BM0824'(91.0 FT) NORTHWEST OF THE CENTERLINE OF DUVAL STREET, 29.3 METERS
 BM0824'(96.0 FT) NORTHEAST OF THE CENTERLINE OF 33RD STREET, AT THE RESIDENCE
 BM0824'OF CHARLES KRUGER AT 3300 DUVAL STREET, 13.9 METERS (45.5 FT)
 BM0824'SOUTHWEST OF THE CENTER OF A SIDEWALK LEADING TO THE HOUSE, 1.1 METERS
 BM0824'(3.5 FT) NORTH-NORTHEAST OF A POWERLINE POLE WITH A SECURITY LIGHT.
 BM0824'NOTE-THE ROD WAS DRIVEN TO REFUSAL AND IS ANCHORED IN LIMESTONE AND
 BM0824'AUSTIN CHALK.
 BM0824'THE MARK IS 1.8 M ABOVE DUVAL STREET.
 BM0824
 BM0824                          STATION RECOVERY (1990)
 BM0824
 BM0824'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0824'RECOVERED IN GOOD CONDITION.
 BM0824
 BM0824                          STATION RECOVERY (1996)
 BM0824
 BM0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BM0824'IN AUSTIN, AT THE INTERSECTION OF DUVAL AND WEST 33TH STREETS, 29.3 M
 BM0824'(96.1 FT) NORTHEAST OF THE CENTERLINE OF 33TH STREET, 27.7 M (90.9 FT)
 BM0824'NORTHWEST OF THE CENTER OF DUVAL STREET, 13.9 M (45.6 FT) SOUTHWEST OF
 BM0824'THE CENTER OF A SIDEWALK LEADING TO HOUSE NUMBER 3300, 6.7 M (22.0 FT)
 BM0824'SOUTHEAST OF THE SOUTHEAST CORNER OF A PORCH, AND 1.8 M (5.9 FT) ABOVE
 BM0824'THE LEVEL OF DUVAL STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 BM0824'A 5-INCH LOGO CAP.
 BM0824
 BM0824                          STATION RECOVERY (2005)
 BM0824
 BM0824'RECOVERY NOTE BY US POWER SQUADRON 2005 (REC)
 BM0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2448 ***********************************************************************
 AX2448  DESIGNATION -  P 1307
 AX2448  PID         -  AX2448
 AX2448  STATE/COUNTY-  TX/HAYS
 AX2448  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2448
 AX2448                         *CURRENT SURVEY CONTROL
 AX2448  ___________________________________________________________________
 AX2448* NAD 83(1986)-  29 57 01.     (N)    097 53 04.     (W)     SCALED    
 AX2448* NAVD 88     -       195.264  (meters)     640.63   (feet)  ADJUSTED  
 AX2448  ___________________________________________________________________
 AX2448  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AX2448  DYNAMIC HT  -         194.989 (meters)     639.73  (feet)  COMP
 AX2448  MODELED GRAV-     979,229.8   (mgal)                       NAVD 88
 AX2448
 AX2448  VERT ORDER  -  FIRST     CLASS II
 AX2448
 AX2448.The horizontal coordinates were scaled from a topographic map and have
 AX2448.an estimated accuracy of +/- 6 seconds.
 AX2448
 AX2448.The orthometric height was determined by differential leveling
 AX2448.and adjusted by the National Geodetic Survey in June 1991..
 AX2448
 AX2448.The geoid height was determined by GEOID03.
 AX2448
 AX2448.The dynamic height is computed by dividing the NAVD 88
 AX2448.geopotential number by the normal gravity value computed on the
 AX2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2448.degrees latitude (g = 980.6199 gals.).
 AX2448
 AX2448.The modeled gravity was interpolated from observed gravity values.
 AX2448
 AX2448;                    North         East    Units  Estimated Accuracy
 AX2448;SPC TXSC     - 4,235,130.      707,680.      MT  (+/- 180 meters Scaled)
 AX2448
 AX2448                          SUPERSEDED SURVEY CONTROL
 AX2448
 AX2448.No superseded survey control is available for this station.
 AX2448
 AX2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU076137(NAD 83)
 AX2448_MARKER: I = METAL ROD
 AX2448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2448_SP_SET: STAINLESS STEEL ROD
 AX2448_STAMPING: P 1307 1980
 AX2448_MARK LOGO: NGS   
 AX2448_PROJECTION: RECESSED 3 CENTIMETERS
 AX2448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2448+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 AX2448_ROD/PIPE-DEPTH: 5.8  meters
 AX2448
 AX2448  HISTORY     - Date     Condition        Report By
 AX2448  HISTORY     - 1980     MONUMENTED       NGS
 AX2448  HISTORY     - 1990     GOOD             USPSQD
 AX2448  HISTORY     - 19910828 GOOD             USPSQD
 AX2448  HISTORY     - 19930808 GOOD             USPSQD
 AX2448  HISTORY     - 19990925 GOOD             USPSQD
 AX2448  HISTORY     - 20020314 GOOD             TXDOT
 AX2448  HISTORY     - 20030517 GOOD             USPSQD
 AX2448
 AX2448                          STATION DESCRIPTION
 AX2448
 AX2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2448'4.5 KM (2.8 MI) SW FROM KYLE.
 AX2448'3.6 KM (2.25 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AX2448'35 FROM THE JUNCTION OF FARM ROAD 150 IN KYLE, THENCE 0.9 KM (0.55 MI)
 AX2448'SOUTHWEST ALONG POST ROAD, AT A PEDERNALES ELECTRIC COMPANY
 AX2448'SUBSTATION, 22.5 METERS (74.0 FT) SOUTHWEST OF THE CENTER OF A ROAD
 AX2448'LEADING SOUTHWEST, 15.5 METERS (51.0 FT) SOUTHEAST OF THE CENTERLINE
 AX2448'OF POST ROAD, 16.3 METERS (53.5 FT) SOUTHWEST OF THE NORTHEAST CORNER
 AX2448'OF A CHAIN LINK FENCE AROUND THE SUBSTATION, 16.0 METERS (52.5 FT)
 AX2448'NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE, 8.4 METERS (27.5 FT)
 AX2448'NORTH-NORTHWEST OF THE FENCE, 1.7 METERS (5.5 FT) SOUTHWEST OF A
 AX2448'POWERLINE POLE.  NOTE-ROD DRIVEN TO REFUSAL.
 AX2448'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 AX2448'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AX2448
 AX2448                          STATION RECOVERY (1990)
 AX2448
 AX2448'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AX2448'RECOVERED IN GOOD CONDITION.
 AX2448
 AX2448                          STATION RECOVERY (1991)
 AX2448
 AX2448'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2448'RECOVERED IN GOOD CONDITION.
 AX2448
 AX2448                          STATION RECOVERY (1993)
 AX2448
 AX2448'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2448'RECOVERED IN GOOD CONDITION.
 AX2448
 AX2448                          STATION RECOVERY (1999)
 AX2448
 AX2448'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2448'RECOVERED IN GOOD CONDITION.
 AX2448
 AX2448                          STATION RECOVERY (2002)
 AX2448
 AX2448'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (WEH)
 AX2448'LESS THAN OPTIMAL FOR SATELLITE OBSERVATIONS, ELECTRIC SUBSTATION
 AX2448'EQUIPMENT WITH POLES AND CHAIN LINK FENCE, TWO METER ANTENNA HEIGHT
 AX2448'AND 15 DEGREE MASK WILL CLEAR FENCE.
 AX2448
 AX2448                          STATION RECOVERY (2003)
 AX2448
 AX2448'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2448'PREVIOUS DESCRIPTIONS GOOD, HOWEVER, CHAIN LINK FENCE HAS BEEN
 AX2448'REPLACED WITH A 9 FT. ROCK WALL MAKING GPS USE NEARLY IMPOSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1558 ***********************************************************************
 AY1558  DESIGNATION -  P 1308
 AY1558  PID         -  AY1558
 AY1558  STATE/COUNTY-  TX/COMAL
 AY1558  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1558
 AY1558                         *CURRENT SURVEY CONTROL
 AY1558  ___________________________________________________________________
 AY1558* NAD 83(1986)-  29 39 27.     (N)    098 11 03.     (W)     SCALED    
 AY1558* NAVD 88     -       220.558  (meters)     723.61   (feet)  ADJUSTED  
 AY1558  ___________________________________________________________________
 AY1558  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY1558  DYNAMIC HT  -         220.239 (meters)     722.57  (feet)  COMP
 AY1558  MODELED GRAV-     979,193.4   (mgal)                       NAVD 88
 AY1558
 AY1558  VERT ORDER  -  FIRST     CLASS II
 AY1558
 AY1558.The horizontal coordinates were scaled from a topographic map and have
 AY1558.an estimated accuracy of +/- 6 seconds.
 AY1558
 AY1558.The orthometric height was determined by differential leveling
 AY1558.and adjusted by the National Geodetic Survey in June 1991..
 AY1558
 AY1558.The geoid height was determined by GEOID03.
 AY1558
 AY1558.The dynamic height is computed by dividing the NAVD 88
 AY1558.geopotential number by the normal gravity value computed on the
 AY1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1558.degrees latitude (g = 980.6199 gals.).
 AY1558
 AY1558.The modeled gravity was interpolated from observed gravity values.
 AY1558
 AY1558;                    North         East    Units  Estimated Accuracy
 AY1558;SPC TXSC     - 4,202,440.      678,980.      MT  (+/- 180 meters Scaled)
 AY1558
 AY1558                          SUPERSEDED SURVEY CONTROL
 AY1558
 AY1558.No superseded survey control is available for this station.
 AY1558
 AY1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT789811(NAD 83)
 AY1558_MARKER: I = METAL ROD
 AY1558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1558_SP_SET: STAINLESS STEEL ROD
 AY1558_STAMPING: P 1308 1980
 AY1558_MARK LOGO: NGS   
 AY1558_PROJECTION: FLUSH
 AY1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1558_ROD/PIPE-DEPTH: 4.3  meters
 AY1558
 AY1558  HISTORY     - Date     Condition        Report By
 AY1558  HISTORY     - 1980     MONUMENTED       NGS
 AY1558  HISTORY     - 1989     GOOD             USPSQD
 AY1558  HISTORY     - 1990     GOOD             USPSQD
 AY1558  HISTORY     - 1990     GOOD             USPSQD
 AY1558  HISTORY     - 1991     GOOD             USPSQD
 AY1558  HISTORY     - 19930808 GOOD             USPSQD
 AY1558  HISTORY     - 19990925 GOOD             USPSQD
 AY1558
 AY1558                          STATION DESCRIPTION
 AY1558
 AY1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1558'5.4 KM (3.35 MI) SW FROM NEW BRAUNFELS.
 AY1558'5.4 KM (3.35 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1558'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, AT A
 AY1558'SMALL BUILDING FOR THE JUSTICE OF THE PEACE PRECINCT NUMBER 2,
 AY1558'10.6 METERS (34.9 FT) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 AY1558'0.9 METER (3.0 FT) NORTH OF A POWERLINE POLE WITH A TRANSFORMER,
 AY1558'14.3 METERS (46.8 FT) EAST-NORTHEAST OF A CYCLONE FENCE POST,
 AY1558'0.3 METER (1.0 FT) SOUTHEAST OF A CYCLONE FENCE.  NOTE-ROD DRIVEN TO
 AY1558'REFUSAL.
 AY1558'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AY1558'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AY1558
 AY1558                          STATION RECOVERY (1989)
 AY1558
 AY1558'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1558'RECOVERED IN GOOD CONDITION.
 AY1558
 AY1558                          STATION RECOVERY (1990)
 AY1558
 AY1558'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1558'RECOVERED IN GOOD CONDITION.
 AY1558
 AY1558                          STATION RECOVERY (1990)
 AY1558
 AY1558'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1558'RECOVERED IN GOOD CONDITION.
 AY1558
 AY1558                          STATION RECOVERY (1991)
 AY1558
 AY1558'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1558'RECOVERED IN GOOD CONDITION.
 AY1558
 AY1558                          STATION RECOVERY (1993)
 AY1558
 AY1558'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1558'RECOVERED IN GOOD CONDITION.
 AY1558
 AY1558                          STATION RECOVERY (1999)
 AY1558
 AY1558'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2287 ***********************************************************************
 CS2287  DESIGNATION -  P 131
 CS2287  PID         -  CS2287
 CS2287  STATE/COUNTY-  TX/PARKER
 CS2287  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2287
 CS2287                         *CURRENT SURVEY CONTROL
 CS2287  ___________________________________________________________________
 CS2287* NAD 83(1986)-  32 45 55.     (N)    097 46 55.     (W)     SCALED    
 CS2287* NAVD 88     -       333.788  (meters)    1095.10   (feet)  ADJUSTED  
 CS2287  ___________________________________________________________________
 CS2287  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CS2287  DYNAMIC HT  -         333.381 (meters)    1093.77  (feet)  COMP
 CS2287  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 CS2287
 CS2287  VERT ORDER  -  FIRST     CLASS II
 CS2287
 CS2287.The horizontal coordinates were scaled from a topographic map and have
 CS2287.an estimated accuracy of +/- 6 seconds.
 CS2287
 CS2287.The orthometric height was determined by differential leveling
 CS2287.and adjusted by the National Geodetic Survey in June 1991..
 CS2287
 CS2287.The geoid height was determined by GEOID03.
 CS2287
 CS2287.The dynamic height is computed by dividing the NAVD 88
 CS2287.geopotential number by the normal gravity value computed on the
 CS2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2287.degrees latitude (g = 980.6199 gals.).
 CS2287
 CS2287.The modeled gravity was interpolated from observed gravity values.
 CS2287
 CS2287;                    North         East    Units  Estimated Accuracy
 CS2287;SPC TXNC     - 2,122,060.      667,270.      MT  (+/- 180 meters Scaled)
 CS2287
 CS2287                          SUPERSEDED SURVEY CONTROL
 CS2287
 CS2287  NGVD 29 (??/??/92)  333.705  (m)         1094.83   (f) ADJ UNCH    1 2
 CS2287
 CS2287.Superseded values are not recommended for survey control.
 CS2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2287.See file dsdata.txt to determine how the superseded data were derived.
 CS2287
 CS2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB140259(NAD 83)
 CS2287_MARKER: DB = BENCH MARK DISK
 CS2287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2287_SP_SET: CULVERT
 CS2287_STAMPING: P 131 1952
 CS2287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2287
 CS2287  HISTORY     - Date     Condition        Report By
 CS2287  HISTORY     - 1952     MONUMENTED       CGS
 CS2287  HISTORY     - 1964     GOOD             NGS
 CS2287  HISTORY     - 19950826 GOOD             USPSQD
 CS2287  HISTORY     - 19971128 GOOD             USPSQD
 CS2287  HISTORY     - 20020317 GOOD             USPSQD
 CS2287  HISTORY     - 20040327 GOOD             USPSQD
 CS2287
 CS2287                          STATION DESCRIPTION
 CS2287
 CS2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2287'1.3 MI NE FROM WEATHERFORD.
 CS2287'0.8 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2287'WEATHERFORD, THENCE 0.5 MILE NORTHEAST ALONG DENTON ROAD, 11 FEET
 CS2287'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 CS2287'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 CS2287
 CS2287                          STATION RECOVERY (1995)
 CS2287
 CS2287'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2287'RECOVERED IN GOOD CONDITION.
 CS2287
 CS2287                          STATION RECOVERY (1997)
 CS2287
 CS2287'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2287'RECOVERED IN GOOD CONDITION.
 CS2287
 CS2287                          STATION RECOVERY (2002)
 CS2287
 CS2287'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2287'RECOVERED IN GOOD CONDITION.
 CS2287
 CS2287                          STATION RECOVERY (2004)
 CS2287
 CS2287'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0765 ***********************************************************************
 DN0765  DESIGNATION -  P 132
 DN0765  PID         -  DN0765
 DN0765  STATE/COUNTY-  TX/WISE
 DN0765  USGS QUAD   -  PECAN CREEK (1978)
 DN0765
 DN0765                         *CURRENT SURVEY CONTROL
 DN0765  ___________________________________________________________________
 DN0765* NAD 83(1986)-  33 15 19.     (N)    097 34 56.     (W)     SCALED    
 DN0765* NAVD 88     -       322.857  (meters)    1059.24   (feet)  ADJUSTED  
 DN0765  ___________________________________________________________________
 DN0765  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DN0765  DYNAMIC HT  -         322.484 (meters)    1058.02  (feet)  COMP
 DN0765  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 DN0765
 DN0765  VERT ORDER  -  FIRST     CLASS II
 DN0765
 DN0765.This mark is at Decatur Muni (8F7) Airport (8F7)
 DN0765
 DN0765.The horizontal coordinates were scaled from a topographic map and have
 DN0765.an estimated accuracy of +/- 6 seconds.
 DN0765
 DN0765.The orthometric height was determined by differential leveling
 DN0765.and adjusted by the National Geodetic Survey in June 1991..
 DN0765
 DN0765.The geoid height was determined by GEOID03.
 DN0765
 DN0765.The dynamic height is computed by dividing the NAVD 88
 DN0765.geopotential number by the normal gravity value computed on the
 DN0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0765.degrees latitude (g = 980.6199 gals.).
 DN0765
 DN0765.The modeled gravity was interpolated from observed gravity values.
 DN0765
 DN0765;                    North         East    Units  Estimated Accuracy
 DN0765;SPC TXNC     - 2,176,540.      685,510.      MT  (+/- 180 meters Scaled)
 DN0765
 DN0765                          SUPERSEDED SURVEY CONTROL
 DN0765
 DN0765  NGVD 29 (??/??/92)  322.780  (m)         1058.99   (f) ADJ UNCH    1 2
 DN0765
 DN0765.Superseded values are not recommended for survey control.
 DN0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0765.See file dsdata.txt to determine how the superseded data were derived.
 DN0765
 DN0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB320804(NAD 83)
 DN0765_MARKER: DB = BENCH MARK DISK
 DN0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0765_SP_SET: ANCHOR
 DN0765_STAMPING: P 132 1952
 DN0765_MARK LOGO: CGS   
 DN0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0765
 DN0765  HISTORY     - Date     Condition        Report By
 DN0765  HISTORY     - 1952     MONUMENTED       CGS
 DN0765  HISTORY     - 1972     GOOD             NGS
 DN0765  HISTORY     - 1984     GOOD             NGS
 DN0765
 DN0765                          STATION DESCRIPTION
 DN0765
 DN0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0765'1.5 MI N FROM DECATUR.
 DN0765'1.5 MILES NORTH ALONG NORTH TRINITY STREET FROM THE COURTHOUSE AT
 DN0765'DECATUR, AT THE DECATUR MUNICIPAL AIRPORT, 9.6 FEET NORTH OF THE
 DN0765'NORTHWEST CORNER OF A HANGAR, FLUSH WITH THE GROUND, SET IN THE TOP OF
 DN0765'THE CONCRETE ANCHOR OF THE SOUTHWEST LEG OF THE BEACON LIGHT.
 DN0765
 DN0765                          STATION RECOVERY (1972)
 DN0765
 DN0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DN0765'RECOVERED IN GOOD CONDITION.
 DN0765
 DN0765                          STATION RECOVERY (1984)
 DN0765
 DN0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0765'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0382 ***********************************************************************
 EM0382  DESIGNATION -  P 134
 EM0382  PID         -  EM0382
 EM0382  STATE/COUNTY-  TX/HARDEMAN
 EM0382  USGS QUAD   -  GOODLETT (1990)
 EM0382
 EM0382                         *CURRENT SURVEY CONTROL
 EM0382  ___________________________________________________________________
 EM0382* NAD 83(1986)-  34 21 48.     (N)    099 59 23.     (W)     SCALED    
 EM0382* NAVD 88     -       496.615  (meters)    1629.31   (feet)  ADJUSTED  
 EM0382  ___________________________________________________________________
 EM0382  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 EM0382  DYNAMIC HT  -         496.054 (meters)    1627.47  (feet)  COMP
 EM0382  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 EM0382
 EM0382  VERT ORDER  -  FIRST     CLASS II
 EM0382
 EM0382.The horizontal coordinates were scaled from a topographic map and have
 EM0382.an estimated accuracy of +/- 6 seconds.
 EM0382
 EM0382.The orthometric height was determined by differential leveling
 EM0382.and adjusted by the National Geodetic Survey in June 1991..
 EM0382
 EM0382.The geoid height was determined by GEOID03.
 EM0382
 EM0382.The dynamic height is computed by dividing the NAVD 88
 EM0382.geopotential number by the normal gravity value computed on the
 EM0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0382.degrees latitude (g = 980.6199 gals.).
 EM0382
 EM0382.The modeled gravity was interpolated from observed gravity values.
 EM0382
 EM0382;                    North         East    Units  Estimated Accuracy
 EM0382;SPC TXNC     - 2,300,030.      462,950.      MT  (+/- 180 meters Scaled)
 EM0382
 EM0382                          SUPERSEDED SURVEY CONTROL
 EM0382
 EM0382  NGVD 29 (??/??/92)  496.406  (m)         1628.63   (f) ADJ UNCH    1 2
 EM0382
 EM0382.Superseded values are not recommended for survey control.
 EM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0382.See file dsdata.txt to determine how the superseded data were derived.
 EM0382
 EM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD089028(NAD 83)
 EM0382_MARKER: DB = BENCH MARK DISK
 EM0382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0382_STAMPING: P 134 1933 1628.625
 EM0382_MARK LOGO: CGS   
 EM0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0382+STABILITY: SURFACE MOTION
 EM0382
 EM0382  HISTORY     - Date     Condition        Report By
 EM0382  HISTORY     - 1933     MONUMENTED       CGS
 EM0382  HISTORY     - 1933     GOOD             NGS
 EM0382  HISTORY     - 1958     GOOD             NGS
 EM0382  HISTORY     - 1984     GOOD             NGS
 EM0382
 EM0382                          STATION DESCRIPTION
 EM0382
 EM0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0382'4.3 MI SE FROM KIRKLAND.
 EM0382'4.3 MILES SOUTHEAST OF, AT MILEAGE 207.05, SET IN NORTHEAST END OF
 EM0382'SOUTHEAST ABUTMENT OF CONCRETE BRIDGE.
 EM0382
 EM0382                          STATION RECOVERY (1958)
 EM0382
 EM0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0382'RECOVERED IN GOOD CONDITION.
 EM0382
 EM0382                          STATION RECOVERY (1984)
 EM0382
 EM0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0382'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  24.6 KM
 EM0382'(15.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EM0382'STATE HIGHWAY 6 IN QUANAH, OR 23.2 KM (14.4 MI) SOUTHEASTERLY ALONG
 EM0382'U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS,
 EM0382'IN TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF RAILROAD
 EM0382'BRIDGE NUMBER 207.04, 42.0 M (137.8 FT) SOUTHWEST OF THE CENTERLINE OF
 EM0382'THE SOUTHEAST BOUND LANES OF THE HIGHWAY, AND 2.0 M (6.6 FT) NORTHEAST
 EM0382'OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD.
 EM0382'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0173 ***********************************************************************
 EN0173  DESIGNATION -  P 135
 EN0173  PID         -  EN0173
 EN0173  STATE/COUNTY-  TX/DONLEY
 EN0173  USGS QUAD   -  GILES (1982)
 EN0173
 EN0173                         *CURRENT SURVEY CONTROL
 EN0173  ___________________________________________________________________
 EN0173* NAD 83(1986)-  34 49 56.     (N)    100 36 15.     (W)     SCALED    
 EN0173* NAVD 88     -       745.065  (meters)    2444.43   (feet)  ADJUSTED  
 EN0173  ___________________________________________________________________
 EN0173  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EN0173  DYNAMIC HT  -         744.222 (meters)    2441.67  (feet)  COMP
 EN0173  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 EN0173
 EN0173  VERT ORDER  -  FIRST     CLASS II
 EN0173
 EN0173.The horizontal coordinates were scaled from a topographic map and have
 EN0173.an estimated accuracy of +/- 6 seconds.
 EN0173
 EN0173.The orthometric height was determined by differential leveling
 EN0173.and adjusted by the National Geodetic Survey in June 1991..
 EN0173
 EN0173.The geoid height was determined by GEOID03.
 EN0173
 EN0173.The dynamic height is computed by dividing the NAVD 88
 EN0173.geopotential number by the normal gravity value computed on the
 EN0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0173.degrees latitude (g = 980.6199 gals.).
 EN0173
 EN0173.The modeled gravity was interpolated from observed gravity values.
 EN0173
 EN0173;                    North         East    Units  Estimated Accuracy
 EN0173;SPC TX N     - 1,092,700.      281,940.      MT  (+/- 180 meters Scaled)
 EN0173
 EN0173                          SUPERSEDED SURVEY CONTROL
 EN0173
 EN0173  NGVD 29 (??/??/92)  744.725  (m)         2443.32   (f) ADJ UNCH    1 2
 EN0173
 EN0173.Superseded values are not recommended for survey control.
 EN0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0173.See file dsdata.txt to determine how the superseded data were derived.
 EN0173
 EN0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD533556(NAD 83)
 EN0173_MARKER: DB = BENCH MARK DISK
 EN0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0173_SP_SET: BRIDGE
 EN0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0173
 EN0173  HISTORY     - Date     Condition        Report By
 EN0173  HISTORY     - UNK      MONUMENTED       CGS
 EN0173  HISTORY     - 1933     GOOD             NGS
 EN0173  HISTORY     - 1963     MARK NOT FOUND   USGS
 EN0173  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0173
 EN0173                          STATION DESCRIPTION
 EN0173
 EN0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0173'1.3 MI NW FROM GILES.
 EN0173'AT MILEAGE 259.58, ABOUT 450 FEET EAST OF OVERHEAD CROSSING.  SET IN
 EN0173'NORTH CORNER OF WEST ABUTMENT OF CONCRETE RAILROAD BRIDGE.  S. COR. W.
 EN0173'HD. W. BR. 260.36.  NOTE-- BRIDGE IS REPLACED WITH CMP.
 EN0173
 EN0173                          STATION RECOVERY (1963)
 EN0173
 EN0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EN0173'MARK NOT FOUND.
 EN0173
 EN0173                          STATION RECOVERY (1984)
 EN0173
 EN0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0074 ***********************************************************************
 GK0074  DESIGNATION -  P 136
 GK0074  PID         -  GK0074
 GK0074  STATE/COUNTY-  TX/OCHILTREE
 GK0074  USGS QUAD   -  PERRYTON (1973)
 GK0074
 GK0074                         *CURRENT SURVEY CONTROL
 GK0074  ___________________________________________________________________
 GK0074* NAD 83(1986)-  36 22 36.     (N)    100 48 08.     (W)     SCALED    
 GK0074* NAVD 88     -       890.743  (meters)    2922.38   (feet)  ADJUSTED  
 GK0074  ___________________________________________________________________
 GK0074  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GK0074  DYNAMIC HT  -         889.810 (meters)    2919.32  (feet)  COMP
 GK0074  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 GK0074
 GK0074  VERT ORDER  -  FIRST     CLASS II
 GK0074
 GK0074.The horizontal coordinates were scaled from a topographic map and have
 GK0074.an estimated accuracy of +/- 6 seconds.
 GK0074
 GK0074.The orthometric height was determined by differential leveling
 GK0074.and adjusted by the National Geodetic Survey in June 1991..
 GK0074
 GK0074.The geoid height was determined by GEOID03.
 GK0074
 GK0074.The dynamic height is computed by dividing the NAVD 88
 GK0074.geopotential number by the normal gravity value computed on the
 GK0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0074.degrees latitude (g = 980.6199 gals.).
 GK0074
 GK0074.The modeled gravity was interpolated from observed gravity values.
 GK0074
 GK0074;                    North         East    Units  Estimated Accuracy
 GK0074;SPC TX N     - 1,263,900.      262,620.      MT  (+/- 180 meters Scaled)
 GK0074
 GK0074                          SUPERSEDED SURVEY CONTROL
 GK0074
 GK0074  NGVD 29 (??/??/92)  890.365  (m)         2921.14   (f) ADJ UNCH    1 2
 GK0074
 GK0074.Superseded values are not recommended for survey control.
 GK0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0074.See file dsdata.txt to determine how the superseded data were derived.
 GK0074
 GK0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF383272(NAD 83)
 GK0074_MARKER: DB = BENCH MARK DISK
 GK0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0074_STAMPING: P-136 1934
 GK0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0074+STABILITY: SURFACE MOTION
 GK0074
 GK0074  HISTORY     - Date     Condition        Report By
 GK0074  HISTORY     - 1934     MONUMENTED       CGS
 GK0074  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0074
 GK0074                          STATION DESCRIPTION
 GK0074
 GK0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0074'1.1 MI SE FROM PERRYTON.
 GK0074'1.1 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 0.3 MILE EAST
 GK0074'OF SMALL WHITE FARM HOUSE.  60 FEET EAST OF THE CENTERLINE OF U.S.
 GK0074'HIGHWAY 85.  35 FEET SOUTH OF EAST AND WEST COUNTY ROAD.  2 FEET SOUTH
 GK0074'EAST OF THE FENCE CORNER.
 GK0074
 GK0074                          STATION RECOVERY (1972)
 GK0074
 GK0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0001 ***********************************************************************
 FL0001  DESIGNATION -  P 137
 FL0001  PID         -  FL0001
 FL0001  STATE/COUNTY-  TX/HEMPHILL
 FL0001  USGS QUAD   -  CANADIAN WEST (1972)
 FL0001
 FL0001                         *CURRENT SURVEY CONTROL
 FL0001  ___________________________________________________________________
 FL0001* NAD 83(1986)-  35 59 55.     (N)    100 28 27.     (W)     SCALED    
 FL0001* NAVD 88     -       761.449  (meters)    2498.19   (feet)  ADJUSTED  
 FL0001  ___________________________________________________________________
 FL0001  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FL0001  DYNAMIC HT  -         760.641 (meters)    2495.54  (feet)  COMP
 FL0001  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 FL0001
 FL0001  VERT ORDER  -  FIRST     CLASS II
 FL0001
 FL0001.The horizontal coordinates were scaled from a topographic map and have
 FL0001.an estimated accuracy of +/- 6 seconds.
 FL0001
 FL0001.The orthometric height was determined by differential leveling
 FL0001.and adjusted by the National Geodetic Survey in June 1991..
 FL0001
 FL0001.The geoid height was determined by GEOID03.
 FL0001
 FL0001.The dynamic height is computed by dividing the NAVD 88
 FL0001.geopotential number by the normal gravity value computed on the
 FL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0001.degrees latitude (g = 980.6199 gals.).
 FL0001
 FL0001.The modeled gravity was interpolated from observed gravity values.
 FL0001
 FL0001;                    North         East    Units  Estimated Accuracy
 FL0001;SPC TX N     - 1,222,200.      292,490.      MT  (+/- 180 meters Scaled)
 FL0001
 FL0001                          SUPERSEDED SURVEY CONTROL
 FL0001
 FL0001  NGVD 29 (??/??/92)  761.100  (m)         2497.04   (f) ADJ UNCH    1 2
 FL0001
 FL0001.Superseded values are not recommended for survey control.
 FL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0001.See file dsdata.txt to determine how the superseded data were derived.
 FL0001
 FL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE671847(NAD 83)
 FL0001_MARKER: DB = BENCH MARK DISK
 FL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0001_STAMPING: P-137 1934
 FL0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0001+STABILITY: SURFACE MOTION
 FL0001
 FL0001  HISTORY     - Date     Condition        Report By
 FL0001  HISTORY     - 1934     MONUMENTED       CGS
 FL0001  HISTORY     - 1941     GOOD             NGS
 FL0001
 FL0001                          STATION DESCRIPTION
 FL0001
 FL0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0001'10.2 MI NW FROM CANADIAN.
 FL0001'10.2 MILES NORTH WEST OF AT AND SF DEPOT, AT CANADIAN 60 FEET
 FL0001'NORTHEAST OF THE CENTERLINE OF U.S.HIGHWAY 83 UNDER CONSTRUCTION.  AT
 FL0001'THE CENTER OF 150 FOOT CUT OF THE SOUTHWEST SIDE OF THE HIGHWAY.
 FL0001
 FL0001                          STATION RECOVERY (1941)
 FL0001
 FL0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 FL0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0002 ***********************************************************************
 FL0002  DESIGNATION -  P 137 RESET 1963
 FL0002  PID         -  FL0002
 FL0002  STATE/COUNTY-  TX/HEMPHILL
 FL0002  USGS QUAD   -  CANADIAN WEST (1972)
 FL0002
 FL0002                         *CURRENT SURVEY CONTROL
 FL0002  ___________________________________________________________________
 FL0002* NAD 83(1986)-  35 59 55.     (N)    100 28 27.     (W)     SCALED    
 FL0002* NAVD 88     -       760.91   (+/-2cm)    2496.4    (feet)  VERTCON   
 FL0002  ___________________________________________________________________
 FL0002  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FL0002
 FL0002  VERT ORDER  -  THIRD (See Below)
 FL0002
 FL0002.The horizontal coordinates were scaled from a topographic map and have
 FL0002.an estimated accuracy of +/- 6 seconds.
 FL0002
 FL0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0002.The vertical order pertains to the NGVD 29 superseded value.
 FL0002
 FL0002.The geoid height was determined by GEOID03.
 FL0002
 FL0002;                    North         East    Units  Estimated Accuracy
 FL0002;SPC TX N     - 1,222,200.      292,490.      MT  (+/- 180 meters Scaled)
 FL0002
 FL0002                          SUPERSEDED SURVEY CONTROL
 FL0002
 FL0002  NGVD 29 (01/29/03)  760.56   (m)         2495.3    (f) RESET       3  
 FL0002
 FL0002.Superseded values are not recommended for survey control.
 FL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0002.See file dsdata.txt to determine how the superseded data were derived.
 FL0002
 FL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE671847(NAD 83)
 FL0002_MARKER: DB = BENCH MARK DISK
 FL0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0002_STAMPING: P 137 RESET 1963
 FL0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0002+STABILITY: SURFACE MOTION
 FL0002
 FL0002  HISTORY     - Date     Condition        Report By
 FL0002  HISTORY     - 1963     MONUMENTED       CGS
 FL0002
 FL0002                          STATION DESCRIPTION
 FL0002
 FL0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FL0002'2.2 MI N FROM CANADIAN.
 FL0002'ABOUT 2.2 MILES NORTH ALONG U. S. HIGHWAYS 60 AND 83 FROM THE JUNCTION
 FL0002'OF FARM ROAD 2388 AND U. S. HIGHWAYS 60 AND 83, IN CANADIAN, THENCE
 FL0002'8.05 MILES NORTHWEST ALONG U. S. HIGHWAY 83, 62 FEET NORTHEAST OF THE
 FL0002'CENTER LINE OF U. S. HIGHWAY 83, 2 FEET SOUTHWEST OF A METAL WITNESS
 FL0002'POST, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  IT IS AT TEXAS
 FL0002'HIGHWAY DEPARTMENT STATION 234+83.  A STANDARD DISK STAMPED P 137
 FL0002'RESET 1963, SET IN A 10 X 10 IN. CONCRETE POST FLUSH WITH THE SURFACE
 FL0002'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1498 ***********************************************************************
 AY1498  DESIGNATION -  P 1377
 AY1498  PID         -  AY1498
 AY1498  STATE/COUNTY-  TX/WILSON
 AY1498  USGS QUAD   -  SASPAMCO (1973)
 AY1498
 AY1498                         *CURRENT SURVEY CONTROL
 AY1498  ___________________________________________________________________
 AY1498* NAD 83(1986)-  29 13 54.     (N)    098 17 45.     (W)     SCALED    
 AY1498* NAVD 88     -       146.802  (meters)     481.63   (feet)  ADJUSTED  
 AY1498  ___________________________________________________________________
 AY1498  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY1498  DYNAMIC HT  -         146.592 (meters)     480.94  (feet)  COMP
 AY1498  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 AY1498
 AY1498  VERT ORDER  -  FIRST     CLASS II
 AY1498
 AY1498.The horizontal coordinates were scaled from a topographic map and have
 AY1498.an estimated accuracy of +/- 6 seconds.
 AY1498
 AY1498.The orthometric height was determined by differential leveling
 AY1498.and adjusted by the National Geodetic Survey in June 1991..
 AY1498
 AY1498.The geoid height was determined by GEOID03.
 AY1498
 AY1498.The dynamic height is computed by dividing the NAVD 88
 AY1498.geopotential number by the normal gravity value computed on the
 AY1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1498.degrees latitude (g = 980.6199 gals.).
 AY1498
 AY1498.The modeled gravity was interpolated from observed gravity values.
 AY1498
 AY1498;                    North         East    Units  Estimated Accuracy
 AY1498;SPC TXSC     - 4,155,180.      668,450.      MT  (+/- 180 meters Scaled)
 AY1498
 AY1498                          SUPERSEDED SURVEY CONTROL
 AY1498
 AY1498.No superseded survey control is available for this station.
 AY1498
 AY1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT684338(NAD 83)
 AY1498_MARKER: I = METAL ROD
 AY1498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1498_SP_SET: STAINLESS STEEL ROD
 AY1498_STAMPING: P 1377 1981
 AY1498_MARK LOGO: NGS   
 AY1498_PROJECTION: FLUSH
 AY1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1498_ROD/PIPE-DEPTH: 5.2  meters
 AY1498
 AY1498  HISTORY     - Date     Condition        Report By
 AY1498  HISTORY     - 1981     MONUMENTED       NGS
 AY1498
 AY1498                          STATION DESCRIPTION
 AY1498
 AY1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1498'4.7 KM (2.9 MI) SE FROM ELMENDORF.
 AY1498'4.7 KM (2.9 MI) SOUTHEAST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1498'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT A SIDE ROAD LEADING
 AY1498'SOUTHWEST, DIRECTLY UNDER A POWERLINE WHICH CROSSES THE HIGHWAY,
 AY1498'8.8 METERS (29.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AY1498'33.5 METERS (110 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AY1498'SOUTHERN PACIFIC RAILROAD, 20.1 METERS (66.0 FT) SOUTHEAST OF THE
 AY1498'CENTER OF THE SIDE ROAD, 0.7 METER (2.5 FT) SOUTHEAST OF POWERLINE
 AY1498'JUNCTION POLE NUMBER 1235.
 AY1498'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 AY1498'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1961 ***********************************************************************
 AN1961  DESIGNATION -  P 1378
 AN1961  PID         -  AN1961
 AN1961  STATE/COUNTY-  TX/KARNES
 AN1961  USGS QUAD   -  KARNES CITY (1987)
 AN1961
 AN1961                         *CURRENT SURVEY CONTROL
 AN1961  ___________________________________________________________________
 AN1961* NAD 83(1986)-  28 55 56.     (N)    097 57 37.     (W)     SCALED    
 AN1961* NAVD 88     -        85.420  (meters)     280.25   (feet)  ADJUSTED  
 AN1961  ___________________________________________________________________
 AN1961  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AN1961  DYNAMIC HT  -          85.296 (meters)     279.84  (feet)  COMP
 AN1961  MODELED GRAV-     979,192.5   (mgal)                       NAVD 88
 AN1961
 AN1961  VERT ORDER  -  FIRST     CLASS II
 AN1961
 AN1961.The horizontal coordinates were scaled from a topographic map and have
 AN1961.an estimated accuracy of +/- 6 seconds.
 AN1961
 AN1961.The orthometric height was determined by differential leveling
 AN1961.and adjusted by the National Geodetic Survey in June 1991..
 AN1961
 AN1961.The geoid height was determined by GEOID03.
 AN1961
 AN1961.The dynamic height is computed by dividing the NAVD 88
 AN1961.geopotential number by the normal gravity value computed on the
 AN1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1961.degrees latitude (g = 980.6199 gals.).
 AN1961
 AN1961.The modeled gravity was interpolated from observed gravity values.
 AN1961
 AN1961;                    North         East    Units  Estimated Accuracy
 AN1961;SPC TXSC     - 4,122,240.      701,360.      MT  (+/- 180 meters Scaled)
 AN1961
 AN1961                          SUPERSEDED SURVEY CONTROL
 AN1961
 AN1961.No superseded survey control is available for this station.
 AN1961
 AN1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT013009(NAD 83)
 AN1961_MARKER: I = METAL ROD
 AN1961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1961_SP_SET: STAINLESS STEEL ROD
 AN1961_STAMPING: P 1378 1981
 AN1961_MARK LOGO: NGS   
 AN1961_PROJECTION: RECESSED 8 CENTIMETERS
 AN1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1961_ROD/PIPE-DEPTH: 13.4 meters
 AN1961
 AN1961  HISTORY     - Date     Condition        Report By
 AN1961  HISTORY     - 1981     MONUMENTED       NGS
 AN1961  HISTORY     - 1987     GOOD             USPSQD
 AN1961
 AN1961                          STATION DESCRIPTION
 AN1961
 AN1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1961'7.7 KM (4.65 MI) SE FROM FALLS CITY.
 AN1961'7.7 KM (4.65 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1961'FARM ROAD 791 IN FALLS CITY, ALSO 1.0 KM (0.6 MI) WEST ALONG U.S.
 AN1961'HIGHWAY 181 BUSINESS FROM THE COURTHOUSE IN KARNES CITY, THENCE 6.5 KM
 AN1961'(4.45 MI) NORTHWEST ALONG U.S. HIGHWAY 181, AT THE JUNCTION OF AN
 AN1961'ASPHALT AND GRAVEL ROAD LEADING NORTHEAST ACROSS THE SOUTHERN PACIFIC
 AN1961'RAILROAD, 18.8 METERS (62.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AN1961'HIGHWAY, 81.0 METERS (265 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 AN1961'39.0 METERS (228 FT) SOUTHWEST OF THE SOUTHWEST RAIL AT THE CENTER OF
 AN1961'THE RAILROAD CROSSING, 1.4 METERS (4.5 FT) NORTHWEST OF TELEPHONE POLE
 AN1961'NUMBER 99, 0.9 METER (3.0 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX.
 AN1961'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 AN1961'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1961
 AN1961                          STATION RECOVERY (1987)
 AN1961
 AN1961'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1525 ***********************************************************************
 AY1525  DESIGNATION -  P 1379
 AY1525  PID         -  AY1525
 AY1525  STATE/COUNTY-  TX/BEXAR
 AY1525  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1525
 AY1525                         *CURRENT SURVEY CONTROL
 AY1525  ___________________________________________________________________
 AY1525* NAD 83(1986)-  29 26 49.     (N)    098 25 55.     (W)     SCALED    
 AY1525* NAVD 88     -       198.401  (meters)     650.92   (feet)  ADJUSTED  
 AY1525  ___________________________________________________________________
 AY1525  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AY1525  DYNAMIC HT  -         198.112 (meters)     649.97  (feet)  COMP
 AY1525  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AY1525
 AY1525  VERT ORDER  -  FIRST     CLASS II
 AY1525
 AY1525.The horizontal coordinates were scaled from a topographic map and have
 AY1525.an estimated accuracy of +/- 6 seconds.
 AY1525
 AY1525.The orthometric height was determined by differential leveling
 AY1525.and adjusted by the National Geodetic Survey in June 1991..
 AY1525
 AY1525.The geoid height was determined by GEOID03.
 AY1525
 AY1525.The dynamic height is computed by dividing the NAVD 88
 AY1525.geopotential number by the normal gravity value computed on the
 AY1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1525.degrees latitude (g = 980.6199 gals.).
 AY1525
 AY1525.The modeled gravity was interpolated from observed gravity values.
 AY1525
 AY1525;                    North         East    Units  Estimated Accuracy
 AY1525;SPC TXSC     - 4,178,970.      655,100.      MT  (+/- 180 meters Scaled)
 AY1525
 AY1525                          SUPERSEDED SURVEY CONTROL
 AY1525
 AY1525.No superseded survey control is available for this station.
 AY1525
 AY1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT550576(NAD 83)
 AY1525_MARKER: I = METAL ROD
 AY1525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1525_SP_SET: STAINLESS STEEL ROD
 AY1525_STAMPING: P 1379 1980
 AY1525_MARK LOGO: NGS   
 AY1525_PROJECTION: FLUSH
 AY1525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1525_ROD/PIPE-DEPTH: 7.3  meters
 AY1525
 AY1525  HISTORY     - Date     Condition        Report By
 AY1525  HISTORY     - 1980     MONUMENTED       NGS
 AY1525  HISTORY     - 19861217 MARK NOT FOUND   USGS
 AY1525  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1525  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 AY1525
 AY1525                          STATION DESCRIPTION
 AY1525
 AY1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1525'IN SAN ANTONIO.
 AY1525'IN SAN ANTONIO, AT THE T-JUNCTION OF HORMEL ROAD AND THE NORTH
 AY1525'FRONTAGE ROAD OF INTERSTATE 35, 3.2 KM (2.0 MI) EAST ALONG INTERSTATE
 AY1525'HIGHWAY 35 FROM THE NEW BRAUNFELS AVENUE EXIT, AT THE NORTH CORNER OF
 AY1525'THE DAYS INN MOTEL, APPROXIMATELY 90 METERS (300 FT) NORTHWEST OF THE
 AY1525'CENTERLINE OF THE FRONTAGE ROAD, 38.1 METERS (125 FT) NORTH OF THE
 AY1525'CORNER OF THE MOTEL, 0.6 METER (2.0 FT) SOUTHEAST OF A WIRE SECURITY
 AY1525'FENCE, 10.8 METERS (35.3 FT) SOUTHWEST OF A CORNER FENCE POST,
 AY1525'9.3 METERS (30.6 FT) SOUTHWEST OF THE CENTERLINE OF HORMEL STREET,
 AY1525'0.9 METER (3.0 FT) SOUTHWEST OF A GUYED POWERLINE POLE WITH A
 AY1525'TRANSFORMER, 36.0 METERS (118 FT) NORTH OF A GAS METER, 16.6 METERS
 AY1525'(54.6 FT) WEST-NORTHWEST OF THE NORTHWEST EDGE OF AN ASPHALT PARKING
 AY1525'AREA.
 AY1525'THE MARK IS 0.6 METERS  ENE FROM A WITNESS POST.
 AY1525'THE MARK IS ABOVE LEVEL WITH THE PARKING AREA.
 AY1525
 AY1525                          STATION RECOVERY (1986)
 AY1525
 AY1525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY1525'MARK NOT FOUND.
 AY1525
 AY1525                          STATION RECOVERY (1989)
 AY1525
 AY1525'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1525'MARK NOT FOUND.
 AY1525
 AY1525                          STATION RECOVERY (1999)
 AY1525
 AY1525'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0411 ***********************************************************************
 FM0411  DESIGNATION -  P 138
 FM0411  PID         -  FM0411
 FM0411  STATE/COUNTY-  TX/OLDHAM
 FM0411  USGS QUAD   -  MOSER RANCH (1981)
 FM0411
 FM0411                         *CURRENT SURVEY CONTROL
 FM0411  ___________________________________________________________________
 FM0411* NAD 83(1986)-  35 12 01.     (N)    102 55 04.     (W)     SCALED    
 FM0411* NAVD 88     -      1188.635  (meters)    3899.71   (feet)  ADJUSTED  
 FM0411  ___________________________________________________________________
 FM0411  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 FM0411  DYNAMIC HT  -        1187.186 (meters)    3894.96  (feet)  COMP
 FM0411  MODELED GRAV-     979,374.2   (mgal)                       NAVD 88
 FM0411
 FM0411  VERT ORDER  -  SECOND    CLASS 0
 FM0411
 FM0411.The horizontal coordinates were scaled from a topographic map and have
 FM0411.an estimated accuracy of +/- 6 seconds.
 FM0411
 FM0411.The orthometric height was determined by differential leveling
 FM0411.and adjusted by the National Geodetic Survey in June 1991..
 FM0411
 FM0411.The geoid height was determined by GEOID03.
 FM0411
 FM0411.The dynamic height is computed by dividing the NAVD 88
 FM0411.geopotential number by the normal gravity value computed on the
 FM0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0411.degrees latitude (g = 980.6199 gals.).
 FM0411
 FM0411.The modeled gravity was interpolated from observed gravity values.
 FM0411
 FM0411;                    North         East    Units  Estimated Accuracy
 FM0411;SPC TX N     - 1,134,080.       70,910.      MT  (+/- 180 meters Scaled)
 FM0411
 FM0411                          SUPERSEDED SURVEY CONTROL
 FM0411
 FM0411  NGVD 29 (??/??/92) 1188.083  (m)         3897.90   (f) ADJ UNCH    2 0
 FM0411
 FM0411.Superseded values are not recommended for survey control.
 FM0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0411.See file dsdata.txt to determine how the superseded data were derived.
 FM0411
 FM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU895972(NAD 83)
 FM0411_MARKER: DB = BENCH MARK DISK
 FM0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0411_STAMPING: P-138 1934
 FM0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0411+STABILITY: SURFACE MOTION
 FM0411
 FM0411  HISTORY     - Date     Condition        Report By
 FM0411  HISTORY     - 1934     MONUMENTED       CGS
 FM0411
 FM0411                          STATION DESCRIPTION
 FM0411
 FM0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0411'7.3 MI E FROM GLENRIO.
 FM0411'7.3 MILES EAST OF ROCK ISLAND RR DEPOT AT GLENRIO 60 FEET SOUTH OF
 FM0411'CENTERLINE OF U. S. HIGHWAY 66.  2 FEET SOUTHEAST OF MILE POST 825. 45
 FM0411'FEET NORTH OF CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1067 ***********************************************************************
 AH1067  DESIGNATION -  P 1380
 AH1067  PID         -  AH1067
 AH1067  STATE/COUNTY-  TX/KLEBERG
 AH1067  USGS QUAD   -  RICARDO (1979)
 AH1067
 AH1067                         *CURRENT SURVEY CONTROL
 AH1067  ___________________________________________________________________
 AH1067* NAD 83(1986)-  27 26 42.     (N)    097 51 31.     (W)     SCALED    
 AH1067* NAVD 88     -        16.665  (meters)      54.68   (feet)  ADJUSTED  
 AH1067  ___________________________________________________________________
 AH1067  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH1067  DYNAMIC HT  -          16.639 (meters)      54.59  (feet)  COMP
 AH1067  MODELED GRAV-     979,094.8   (mgal)                       NAVD 88
 AH1067
 AH1067  VERT ORDER  -  FIRST     CLASS II
 AH1067
 AH1067.The horizontal coordinates were scaled from a topographic map and have
 AH1067.an estimated accuracy of +/- 6 seconds.
 AH1067
 AH1067.The orthometric height was determined by differential leveling
 AH1067.and adjusted by the National Geodetic Survey in June 1991..
 AH1067
 AH1067.The geoid height was determined by GEOID03.
 AH1067
 AH1067.The dynamic height is computed by dividing the NAVD 88
 AH1067.geopotential number by the normal gravity value computed on the
 AH1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1067.degrees latitude (g = 980.6199 gals.).
 AH1067
 AH1067.The modeled gravity was interpolated from observed gravity values.
 AH1067
 AH1067;                    North         East    Units  Estimated Accuracy
 AH1067;SPC TX S     - 5,197,190.      363,400.      MT  (+/- 180 meters Scaled)
 AH1067
 AH1067                          SUPERSEDED SURVEY CONTROL
 AH1067
 AH1067.No superseded survey control is available for this station.
 AH1067
 AH1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR127362(NAD 83)
 AH1067_MARKER: I = METAL ROD
 AH1067_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1067_SP_SET: STAINLESS STEEL ROD
 AH1067_STAMPING: P 1380 1981
 AH1067_MARK LOGO: NGS   
 AH1067_PROJECTION: RECESSED 2 CENTIMETERS
 AH1067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1067_ROD/PIPE-DEPTH: 7.3  meters
 AH1067
 AH1067  HISTORY     - Date     Condition        Report By
 AH1067  HISTORY     - 1981     MONUMENTED       NGS
 AH1067
 AH1067                          STATION DESCRIPTION
 AH1067
 AH1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1067'9.2 KM (5.7 MI) SSE FROM KINGSVILLE.
 AH1067'2.9 KM (1.8 MI) SOUTH ALONG SIXTH STREET FROM THE POST OFFICE IN
 AH1067'KINGSVILLE, THENCE 5.9 KM (3.65 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY
 AH1067'77 BUSINESS SOUTHBOUND, THENCE 0.40 KM (0.25 MI) SOUTH-SOUTHEAST ALONG
 AH1067'U.S. HIGHWAY 77 SOUTHBOUND, AT THE JUNCTION OF COUNTY ROAD E 2130
 AH1067'LEADING EAST, AT A DIRT ROAD LEADING WEST, AT AN IRON BAR GATE,
 AH1067'43.0 METERS (141.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AH1067'HIGHWAY, 14.3 METERS (47.0 FT) WEST-SOUTHWEST OF THE WEST-SOUTHWEST
 AH1067'RAIL OF THE MISSOURI PACIFIC RAILROAD, 47.6 METERS (156 FT)
 AH1067'SOUTH-SOUTHEAST OF THE CENTER OF A NATURAL GAS PIPELINE METERING
 AH1067'STATION, 8.7 KM (28.5 FT) NORTH-NORTHWEST OF THE CENTER OF A DIRT
 AH1067'ROAD, 3.0 METERS (10.0 FT) NORTH-NORTHWEST OF THE EXTENDED CENTERLINE
 AH1067'OF THE COUNTY ROAD, 6.4 METERS (21.0 FT) NORTH-NORTHWEST OF THE CENTER
 AH1067'OF THE GATE, 0.45 METER (1.5 FT) SOUTHEAST OF A FENCE T-INTERSECTION
 AH1067'POST, 0.6 METER (2.0 FT) EAST-NORTHEAST OF A FENCE LINE.
 AH1067'THE MARK IS 0.45 METERS  SSE FROM A WITNESS POST.
 AH1067'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1942 ***********************************************************************
 AN1942  DESIGNATION -  P 1381
 AN1942  PID         -  AN1942
 AN1942  STATE/COUNTY-  TX/KARNES
 AN1942  USGS QUAD   -  TULSITA (1987)
 AN1942
 AN1942                         *CURRENT SURVEY CONTROL
 AN1942  ___________________________________________________________________
 AN1942* NAD 83(1986)-  28 43 16.     (N)    097 51 04.     (W)     SCALED    
 AN1942* NAVD 88     -       124.624  (meters)     408.87   (feet)  ADJUSTED  
 AN1942  ___________________________________________________________________
 AN1942  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AN1942  DYNAMIC HT  -         124.439 (meters)     408.26  (feet)  COMP
 AN1942  MODELED GRAV-     979,165.0   (mgal)                       NAVD 88
 AN1942
 AN1942  VERT ORDER  -  FIRST     CLASS II
 AN1942
 AN1942.The horizontal coordinates were scaled from a topographic map and have
 AN1942.an estimated accuracy of +/- 6 seconds.
 AN1942
 AN1942.The orthometric height was determined by differential leveling
 AN1942.and adjusted by the National Geodetic Survey in June 1991..
 AN1942
 AN1942.The geoid height was determined by GEOID03.
 AN1942
 AN1942.The dynamic height is computed by dividing the NAVD 88
 AN1942.geopotential number by the normal gravity value computed on the
 AN1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1942.degrees latitude (g = 980.6199 gals.).
 AN1942
 AN1942.The modeled gravity was interpolated from observed gravity values.
 AN1942
 AN1942;                    North         East    Units  Estimated Accuracy
 AN1942;SPC TXSC     - 4,098,940.      712,240.      MT  (+/- 180 meters Scaled)
 AN1942
 AN1942                          SUPERSEDED SURVEY CONTROL
 AN1942
 AN1942.No superseded survey control is available for this station.
 AN1942
 AN1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS122776(NAD 83)
 AN1942_MARKER: I = METAL ROD
 AN1942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1942_SP_SET: STAINLESS STEEL ROD
 AN1942_STAMPING: P 1381 1981
 AN1942_MARK LOGO: NGS   
 AN1942_PROJECTION: RECESSED 5 CENTIMETERS
 AN1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1942_ROD/PIPE-DEPTH: 5.4  meters
 AN1942
 AN1942  HISTORY     - Date     Condition        Report By
 AN1942  HISTORY     - 1981     MONUMENTED       NGS
 AN1942  HISTORY     - 1987     GOOD             USPSQD
 AN1942  HISTORY     - 1991     GOOD             USPSQD
 AN1942
 AN1942                          STATION DESCRIPTION
 AN1942
 AN1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1942'11.1 KM (6.9 MI) SE FROM KENEDY.
 AN1942'3.95 KM (2.45 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1942'THE POST OFFICE IN KENEDY, THENCE 7.15 KM (4.45 MI) SOUTH ALONG U.S.
 AN1942'HIGHWAY 181, ALSO 13.0 KM (8.15 MI) NORTH ALONG U.S. HIGHWAY 181 FROM
 AN1942'THE JUNCTION OF FARM ROAD 623 IN PETTUS, AT THE JUNCTION OF FARM ROAD
 AN1942'2509, 17.9 METERS (59.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 AN1942'40.2 METERS (132 FT) NORTH OF THE CENTER OF FARM ROAD 2509,
 AN1942'57.6 METERS (189 FT) EAST-NORTHEAST OF THE CENTER OF THE NORTHEAST
 AN1942'CONCRETE HEADWALL OF A TWO CHANNEL CULVERT UNDER THE FARM ROAD,
 AN1942'2.7 METERS (9.0 FT) NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER AND A
 AN1942'TELEPHONE JUNCTION BOX, 2.6 METERS (8.5 FT) NORTH OF A CORNER FENCE
 AN1942'POST, 0.3 METER (1.0 FT) EAST OF A FENCE.  ROD WAS DRIVEN TO REFUSAL.
 AN1942'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 AN1942'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AN1942
 AN1942                          STATION RECOVERY (1987)
 AN1942
 AN1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1942'RECOVERED IN GOOD CONDITION.
 AN1942
 AN1942                          STATION RECOVERY (1991)
 AN1942
 AN1942'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AN1942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1909 ***********************************************************************
 AN1909  DESIGNATION -  P 1382
 AN1909  PID         -  AN1909
 AN1909  STATE/COUNTY-  TX/BEE
 AN1909  USGS QUAD   -  SKIDMORE (1979)
 AN1909
 AN1909                         *CURRENT SURVEY CONTROL
 AN1909  ___________________________________________________________________
 AN1909* NAD 83(1986)-  28 17 26.     (N)    097 41 40.     (W)     SCALED    
 AN1909* NAVD 88     -        44.439  (meters)     145.80   (feet)  ADJUSTED  
 AN1909  ___________________________________________________________________
 AN1909  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN1909  DYNAMIC HT  -          44.372 (meters)     145.58  (feet)  COMP
 AN1909  MODELED GRAV-     979,144.7   (mgal)                       NAVD 88
 AN1909
 AN1909  VERT ORDER  -  FIRST     CLASS II
 AN1909
 AN1909.The horizontal coordinates were scaled from a topographic map and have
 AN1909.an estimated accuracy of +/- 6 seconds.
 AN1909
 AN1909.The orthometric height was determined by differential leveling
 AN1909.and adjusted by the National Geodetic Survey in June 1991..
 AN1909
 AN1909.The geoid height was determined by GEOID03.
 AN1909
 AN1909.The dynamic height is computed by dividing the NAVD 88
 AN1909.geopotential number by the normal gravity value computed on the
 AN1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1909.degrees latitude (g = 980.6199 gals.).
 AN1909
 AN1909.The modeled gravity was interpolated from observed gravity values.
 AN1909
 AN1909;                    North         East    Units  Estimated Accuracy
 AN1909;SPC TXSC     - 4,051,390.      728,070.      MT  (+/- 180 meters Scaled)
 AN1909
 AN1909                          SUPERSEDED SURVEY CONTROL
 AN1909
 AN1909.No superseded survey control is available for this station.
 AN1909
 AN1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS280300(NAD 83)
 AN1909_MARKER: I = METAL ROD
 AN1909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1909_SP_SET: STAINLESS STEEL ROD
 AN1909_STAMPING: P 1382 1981
 AN1909_MARK LOGO: NGS   
 AN1909_PROJECTION: RECESSED 5 CENTIMETERS
 AN1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1909_ROD/PIPE-DEPTH: 6.0  meters
 AN1909
 AN1909  HISTORY     - Date     Condition        Report By
 AN1909  HISTORY     - 1981     MONUMENTED       NGS
 AN1909  HISTORY     - 1990     GOOD             USPSQD
 AN1909  HISTORY     - 19970725 GOOD             USPSQD
 AN1909  HISTORY     - 20010826 POOR             USPSQD
 AN1909
 AN1909                          STATION DESCRIPTION
 AN1909
 AN1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1909'4.7 KM (2.9 MI) NNW FROM SKIDMORE.
 AN1909'4.7 KM (2.9 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE
 AN1909'JUNCTION OF STATE HIGHWAY 359 IN SKIDMORE, AT A POWERLINE CROSSING AND
 AN1909'A HIGHWAY CROSSOVER, 14.9 METERS (49.0 FT) SOUTHWEST OF THE CENTERLINE
 AN1909'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 8.5 METERS (28.0 FT) SOUTHEAST
 AN1909'OF THE EXTENDED CENTERLINE OF A GRAVEL ROAD LEADING NORTHEAST,
 AN1909'3.3 METERS (11.0 FT) SOUTHEAST OF A POWERLINE JUNCTION POLE,
 AN1909'2.4 METERS (8.0 FT) SOUTH-SOUTHEAST OF A TELEPHONE JUNCTION BOX,
 AN1909'9.7 METERS (32.0 FT) EAST-NORTHEAST OF A GUY WIRE ANCHOR, 0.3 METER
 AN1909'(1.0 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 AN1909'THE MARK IS 0.45 METERS  NNW FROM A WITNESS POST.
 AN1909'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1909
 AN1909                          STATION RECOVERY (1990)
 AN1909
 AN1909'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1909'RECOVERED IN GOOD CONDITION.
 AN1909
 AN1909                          STATION RECOVERY (1997)
 AN1909
 AN1909'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1909'RECOVERED IN GOOD CONDITION.
 AN1909
 AN1909                          STATION RECOVERY (2001)
 AN1909
 AN1909'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AN1909'HAS BEEN SEVERELY DAMAGED.  CONCRETE/PVC HOUSING AND ACCESS COVER ARE
 AN1909'PUSHED AGAINST THE ROD AS THE RESULT OF A HEAVY BLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0430 ***********************************************************************
 CE0430  DESIGNATION -  P 1383
 CE0430  PID         -  CE0430
 CE0430  STATE/COUNTY-  TX/EL PASO
 CE0430  USGS QUAD   -  EL PASO (1997)
 CE0430
 CE0430                         *CURRENT SURVEY CONTROL
 CE0430  ___________________________________________________________________
 CE0430* NAD 83(1986)-  31 45 34.     (N)    106 28 26.     (W)     SCALED    
 CE0430* NAVD 88     -      1131.097  (meters)    3710.94   (feet)  ADJUSTED  
 CE0430  ___________________________________________________________________
 CE0430  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0430  DYNAMIC HT  -        1129.400 (meters)    3705.37  (feet)  COMP
 CE0430  MODELED GRAV-     979,100.6   (mgal)                       NAVD 88
 CE0430
 CE0430  VERT ORDER  -  FIRST     CLASS I
 CE0430
 CE0430.The horizontal coordinates were scaled from a topographic map and have
 CE0430.an estimated accuracy of +/- 6 seconds.
 CE0430
 CE0430.The orthometric height was determined by differential leveling
 CE0430.and adjusted by the National Geodetic Survey in November 1996..
 CE0430
 CE0430.The geoid height was determined by GEOID03.
 CE0430
 CE0430.The dynamic height is computed by dividing the NAVD 88
 CE0430.geopotential number by the normal gravity value computed on the
 CE0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0430.degrees latitude (g = 980.6199 gals.).
 CE0430
 CE0430.The modeled gravity was interpolated from observed gravity values.
 CE0430
 CE0430;                    North         East    Units  Estimated Accuracy
 CE0430;SPC TX C     - 3,248,060.      118,560.      MT  (+/- 180 meters Scaled)
 CE0430
 CE0430                          SUPERSEDED SURVEY CONTROL
 CE0430
 CE0430  NAVD 88 (06/15/91) 1131.120  (m)         3711.02   (f) UNKNOWN     1 1
 CE0430
 CE0430.Superseded values are not recommended for survey control.
 CE0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0430.See file dsdata.txt to determine how the superseded data were derived.
 CE0430
 CE0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR604147(NAD 83)
 CE0430_MARKER: DV = VERTICAL CONTROL DISK
 CE0430_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0430_SP_SET: PIER
 CE0430_STAMPING: P 1383 1981
 CE0430_MARK LOGO: NGS   
 CE0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0430+STABILITY: POSITION/ELEVATION WELL
 CE0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0430+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1992
 CE0430
 CE0430  HISTORY     - Date     Condition        Report By
 CE0430  HISTORY     - 1981     MONUMENTED       NGS
 CE0430  HISTORY     - 19921122 GOOD             NGS
 CE0430
 CE0430                          STATION DESCRIPTION
 CE0430
 CE0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0430'IN EL PASO.
 CE0430'THE MARK IS 1.2 M ABOVE THE GROUND.
 CE0430'IN EL PASO, AT THE JUNCTION OF COTTON AVENUE AND PAISANO DRIVE,
 CE0430'SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 4 CONCRETE
 CE0430'PIERS, IN THE MEDIAN OF PAISANO DRIVE, OF THE COTTON AVENUE
 CE0430'OVERPASS, 11.3 METERS (37.0 FT) EAST OF THE CENTER OF THE AVENUE,
 CE0430'7.6 METERS (25.0 FT) SOUTH OF THE CENTER OF THE WEST BOUND LANES OF
 CE0430'PAISANO DRIVE AND 7.6 METERS (25.0 FT) NORTH OF THE CENTER OF THE
 CE0430'EAST BOUND LANES OF PAISANO DRIVE.
 CE0430
 CE0430                          STATION RECOVERY (1992)
 CE0430
 CE0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0430'IN EL PASO, AT THE INTERSECTION OF COTTON AVENUE AND PAISANO DRIVE,
 CE0430'SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY OF 4 CONCRETE
 CE0430'COLUMNS OF A PIER IN THE MEDIAN OF PAISANO DRIVE, 11.3 M (37.1 FT)
 CE0430'EAST OF THE AVENUE CENTER, 7.6 M (24.9 FT) SOUTH OF THE CENTERLINE OF
 CE0430'THE WESTBOUND LANES OF THE DRIVE, 7.6 M (24.9 FT) NORTH OF THE
 CE0430'CENTERLINE OF THE EASTBOUND LANES OF THE DRIVE, AND 1.5 M (4.9 FT)
 CE0430'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0366 ***********************************************************************
 CE0366  DESIGNATION -  P 1384
 CE0366  PID         -  CE0366
 CE0366  STATE/COUNTY-  TX/EL PASO
 CE0366  USGS QUAD   -  YSLETA (1994)
 CE0366
 CE0366                         *CURRENT SURVEY CONTROL
 CE0366  ___________________________________________________________________
 CE0366* NAD 83(1986)-  31 44 30.     (N)    106 22 29.     (W)     SCALED    
 CE0366* NAVD 88     -      1125.705  (meters)    3693.25   (feet)  ADJUSTED  
 CE0366  ___________________________________________________________________
 CE0366  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0366  DYNAMIC HT  -        1123.991 (meters)    3687.63  (feet)  COMP
 CE0366  MODELED GRAV-     979,078.8   (mgal)                       NAVD 88
 CE0366
 CE0366  VERT ORDER  -  FIRST     CLASS II
 CE0366
 CE0366.The horizontal coordinates were scaled from a topographic map and have
 CE0366.an estimated accuracy of +/- 6 seconds.
 CE0366
 CE0366.The orthometric height was determined by differential leveling
 CE0366.and adjusted by the National Geodetic Survey in June 1991..
 CE0366
 CE0366.The geoid height was determined by GEOID03.
 CE0366
 CE0366.The dynamic height is computed by dividing the NAVD 88
 CE0366.geopotential number by the normal gravity value computed on the
 CE0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0366.degrees latitude (g = 980.6199 gals.).
 CE0366
 CE0366.The modeled gravity was interpolated from observed gravity values.
 CE0366
 CE0366;                    North         East    Units  Estimated Accuracy
 CE0366;SPC TX C     - 3,245,570.      127,840.      MT  (+/- 180 meters Scaled)
 CE0366
 CE0366                          SUPERSEDED SURVEY CONTROL
 CE0366
 CE0366.No superseded survey control is available for this station.
 CE0366
 CE0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR697126(NAD 83)
 CE0366_MARKER: DB = BENCH MARK DISK
 CE0366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0366_SP_SET: PIER
 CE0366_STAMPING: P 1384 1981
 CE0366_MARK LOGO: NGS   
 CE0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0366+STABILITY: POSITION/ELEVATION WELL
 CE0366
 CE0366  HISTORY     - Date     Condition        Report By
 CE0366  HISTORY     - 1981     MONUMENTED       NGS
 CE0366  HISTORY     - 19930119 MARK NOT FOUND   NGS
 CE0366
 CE0366                          STATION DESCRIPTION
 CE0366
 CE0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0366'IN EL PASO.
 CE0366'IN EL PASO, AT THE JUNCTION OF CAROLINA DRIVE AND THE SOUTHERN
 CE0366'PACIFIC RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE MOST
 CE0366'SOUTHERLY ONE OF TWO PIERS, IN THE FIRST ROW OF PIERS NORTHEAST
 CE0366'OF THE TRACKS, OF THE OVERPASS, 9.1 METERS (29.7 FT) NORTHEAST
 CE0366'OF THE NEAR RAIL AND 4.4 METERS (14.4 FT) WEST OF THE CENTER OF
 CE0366'A ROAD.
 CE0366'THE MARK IS 1.4 M ABOVE THE GROUND.
 CE0366
 CE0366                          STATION RECOVERY (1993)
 CE0366
 CE0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0366'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1602 ***********************************************************************
 AY1602  DESIGNATION -  P 1387
 AY1602  PID         -  AY1602
 AY1602  STATE/COUNTY-  TX/MEDINA
 AY1602  USGS QUAD   -  SABINAL (1970)
 AY1602
 AY1602                         *CURRENT SURVEY CONTROL
 AY1602  ___________________________________________________________________
 AY1602* NAD 83(1986)-  29 20 30.     (N)    099 22 53.     (W)     SCALED    
 AY1602* NAVD 88     -       299.731  (meters)     983.37   (feet)  ADJUSTED  
 AY1602  ___________________________________________________________________
 AY1602  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AY1602  DYNAMIC HT  -         299.295 (meters)     981.94  (feet)  COMP
 AY1602  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 AY1602
 AY1602  VERT ORDER  -  FIRST     CLASS II
 AY1602
 AY1602.The horizontal coordinates were scaled from a topographic map and have
 AY1602.an estimated accuracy of +/- 6 seconds.
 AY1602
 AY1602.The orthometric height was determined by differential leveling
 AY1602.and adjusted by the National Geodetic Survey in June 1991..
 AY1602
 AY1602.The geoid height was determined by GEOID03.
 AY1602
 AY1602.The dynamic height is computed by dividing the NAVD 88
 AY1602.geopotential number by the normal gravity value computed on the
 AY1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1602.degrees latitude (g = 980.6199 gals.).
 AY1602
 AY1602.The modeled gravity was interpolated from observed gravity values.
 AY1602
 AY1602;                    North         East    Units  Estimated Accuracy
 AY1602;SPC TXSC     - 4,167,220.      562,970.      MT  (+/- 180 meters Scaled)
 AY1602
 AY1602                          SUPERSEDED SURVEY CONTROL
 AY1602
 AY1602.No superseded survey control is available for this station.
 AY1602
 AY1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT629459(NAD 83)
 AY1602_MARKER: I = METAL ROD
 AY1602_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1602_SP_SET: STAINLESS STEEL ROD
 AY1602_STAMPING: P 1387 1982
 AY1602_MARK LOGO: NGS   
 AY1602_PROJECTION: FLUSH
 AY1602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1602_ROD/PIPE-DEPTH: 4.3  meters
 AY1602
 AY1602  HISTORY     - Date     Condition        Report By
 AY1602  HISTORY     - 1982     MONUMENTED       NGS
 AY1602  HISTORY     - 19970430 GOOD             USPSQD
 AY1602  HISTORY     - 20021029 GOOD             USPSQD
 AY1602
 AY1602                          STATION DESCRIPTION
 AY1602
 AY1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1602'9.3 KM (5.75 MI) ENE FROM SABINAL.
 AY1602'6.1 KM (3.8 MI) EAST NORTHEAST ALONG A GRAVEL ROAD AND RAILROAD
 AY1602'SERVICE ROAD FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND
 AY1602'RANCH ROAD 187 IN SABINAL, THENCE AFTER CROSSING NORTH OVER RAILROAD
 AY1602'TRACKS, EAST NORTHEAST ALONG AN OILED ROAD FOR 3.1 KM (1.95 MI) AT A
 AY1602'GRAVEL ROAD LEADING NORTH TO THE COMMANCHE CREEK RANCH, 11.6 METERS
 AY1602'(38.0 FT) NORTHWEST OF AN OILED ROAD, 16.5 METERS (54.0 FT) NORTHEAST
 AY1602'OF A GRAVEL ROAD, 8.8 METERS (29.0 FT) NORTHEAST OF A CORNER FENCE
 AY1602'POST, AND 0.30 METERS (1.0 FT) SOUTHEAST OF A FENCE LINE.  NOTE, ROD
 AY1602'DRIVEN TO REFUSAL.
 AY1602'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AY1602'THE MARK IS 0.15 M ABOVE ROAD.
 AY1602
 AY1602                          STATION RECOVERY (1997)
 AY1602
 AY1602'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1602'RECOVERED IN GOOD CONDITION.
 AY1602
 AY1602                          STATION RECOVERY (2002)
 AY1602
 AY1602'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0809 ***********************************************************************
 CD0809  DESIGNATION -  P 1389
 CD0809  PID         -  CD0809
 CD0809  STATE/COUNTY-  TX/HUDSPETH
 CD0809  USGS QUAD   -  HACKETT PEAK (1964)
 CD0809
 CD0809                         *CURRENT SURVEY CONTROL
 CD0809  ___________________________________________________________________
 CD0809* NAD 83(1986)-  31 03 47.     (N)    104 59 06.     (W)     SCALED    
 CD0809* NAVD 88     -      1402.339  (meters)    4600.84   (feet)  ADJUSTED  
 CD0809  ___________________________________________________________________
 CD0809  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0809  DYNAMIC HT  -        1400.095 (meters)    4593.48  (feet)  COMP
 CD0809  MODELED GRAV-     978,991.7   (mgal)                       NAVD 88
 CD0809
 CD0809  VERT ORDER  -  FIRST     CLASS II
 CD0809
 CD0809.The horizontal coordinates were scaled from a topographic map and have
 CD0809.an estimated accuracy of +/- 6 seconds.
 CD0809
 CD0809.The orthometric height was determined by differential leveling
 CD0809.and adjusted by the National Geodetic Survey in June 1991..
 CD0809
 CD0809.The geoid height was determined by GEOID03.
 CD0809
 CD0809.The dynamic height is computed by dividing the NAVD 88
 CD0809.geopotential number by the normal gravity value computed on the
 CD0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0809.degrees latitude (g = 980.6199 gals.).
 CD0809
 CD0809.The modeled gravity was interpolated from observed gravity values.
 CD0809
 CD0809;                    North         East    Units  Estimated Accuracy
 CD0809;SPC TX C     - 3,164,080.      256,220.      MT  (+/- 180 meters Scaled)
 CD0809
 CD0809                          SUPERSEDED SURVEY CONTROL
 CD0809
 CD0809.No superseded survey control is available for this station.
 CD0809
 CD0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ014365(NAD 83)
 CD0809_MARKER: DB = BENCH MARK DISK
 CD0809_SETTING: 66 = SET IN ROCK OUTCROP
 CD0809_SP_SET: ROCK OUTCROP
 CD0809_STAMPING: P 1389 1981
 CD0809_MARK LOGO: NGS   
 CD0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0809+STABILITY: POSITION/ELEVATION WELL
 CD0809
 CD0809  HISTORY     - Date     Condition        Report By
 CD0809  HISTORY     - 1981     MONUMENTED       NGS
 CD0809  HISTORY     - 1990     GOOD             USPSQD
 CD0809
 CD0809                          STATION DESCRIPTION
 CD0809
 CD0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0809'15.3 KM (9.5 MI) WEST FROM VAN HORN.
 CD0809'15.3 KM (9.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0809'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, SET VERTICALLY IN THE
 CD0809'CENTER OF THE NORTH FACE OF A HIGHWAY ROCK CUT AND 14.6 METERS
 CD0809'(48.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES
 CD0809'OF THE HIGHWAY.
 CD0809'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 CD0809'THE MARK IS 1.4 M ABOVE THE GROUND.
 CD0809
 CD0809                          STATION RECOVERY (1990)
 CD0809
 CD0809'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0188 ***********************************************************************
 FL0188  DESIGNATION -  P 139
 FL0188  PID         -  FL0188
 FL0188  STATE/COUNTY-  TX/WHEELER
 FL0188  USGS QUAD   -  WHEELER (1978)
 FL0188
 FL0188                         *CURRENT SURVEY CONTROL
 FL0188  ___________________________________________________________________
 FL0188* NAD 83(1986)-  35 26 39.     (N)    100 16 20.     (W)     SCALED    
 FL0188* NAVD 88     -       770.693  (meters)    2528.52   (feet)  ADJUSTED  
 FL0188  ___________________________________________________________________
 FL0188  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 FL0188  DYNAMIC HT  -         769.866 (meters)    2525.80  (feet)  COMP
 FL0188  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 FL0188
 FL0188  VERT ORDER  -  FIRST     CLASS II
 FL0188
 FL0188.The horizontal coordinates were scaled from a topographic map and have
 FL0188.an estimated accuracy of +/- 6 seconds.
 FL0188
 FL0188.The orthometric height was determined by differential leveling
 FL0188.and adjusted by the National Geodetic Survey in June 1991..
 FL0188
 FL0188.The geoid height was determined by GEOID03.
 FL0188
 FL0188.The dynamic height is computed by dividing the NAVD 88
 FL0188.geopotential number by the normal gravity value computed on the
 FL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0188.degrees latitude (g = 980.6199 gals.).
 FL0188
 FL0188.The modeled gravity was interpolated from observed gravity values.
 FL0188
 FL0188;                    North         East    Units  Estimated Accuracy
 FL0188;SPC TX N     - 1,160,900.      311,460.      MT  (+/- 180 meters Scaled)
 FL0188
 FL0188                          SUPERSEDED SURVEY CONTROL
 FL0188
 FL0188  NGVD 29 (??/??/92)  770.371  (m)         2527.46   (f) ADJ UNCH    1 2
 FL0188
 FL0188.Superseded values are not recommended for survey control.
 FL0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0188.See file dsdata.txt to determine how the superseded data were derived.
 FL0188
 FL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE845230(NAD 83)
 FL0188_MARKER: DB = BENCH MARK DISK
 FL0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0188_SP_SET: FOUNDATION
 FL0188_STAMPING: P-139 1933
 FL0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0188
 FL0188  HISTORY     - Date     Condition        Report By
 FL0188  HISTORY     - 1933     MONUMENTED       CGS
 FL0188  HISTORY     - 1947     GOOD             NGS
 FL0188
 FL0188                          STATION DESCRIPTION
 FL0188
 FL0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL0188'IN WHEELER.
 FL0188'AT WHEELER COUNTY COURT HOUSE AT WHEELER SET VERTICAL IN CONCRETE
 FL0188'FOUNDATION ON SOUTHEAST CORNER OF BRICK WHEELER COUNTY COURT HOUSE, 4
 FL0188'FEET ABOVE GROUND.
 FL0188
 FL0188                          STATION RECOVERY (1947)
 FL0188
 FL0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 FL0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0549 ***********************************************************************
 CC0549  DESIGNATION -  P 1390
 CC0549  PID         -  CC0549
 CC0549  STATE/COUNTY-  TX/REEVES
 CC0549  USGS QUAD   -  ORLA SE (1961)
 CC0549
 CC0549                         *CURRENT SURVEY CONTROL
 CC0549  ___________________________________________________________________
 CC0549* NAD 83(1986)-  31 45 37.     (N)    103 51 10.     (W)     SCALED    
 CC0549* NAVD 88     -       869.294  (meters)    2852.01   (feet)  ADJUSTED  
 CC0549  ___________________________________________________________________
 CC0549  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CC0549  DYNAMIC HT  -         868.002 (meters)    2847.77  (feet)  COMP
 CC0549  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 CC0549
 CC0549  VERT ORDER  -  FIRST     CLASS II
 CC0549
 CC0549.The horizontal coordinates were scaled from a topographic map and have
 CC0549.an estimated accuracy of +/- 6 seconds.
 CC0549
 CC0549.The orthometric height was determined by differential leveling
 CC0549.and adjusted by the National Geodetic Survey in June 1991..
 CC0549
 CC0549.The geoid height was determined by GEOID03.
 CC0549
 CC0549.The dynamic height is computed by dividing the NAVD 88
 CC0549.geopotential number by the normal gravity value computed on the
 CC0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0549.degrees latitude (g = 980.6199 gals.).
 CC0549
 CC0549.The modeled gravity was interpolated from observed gravity values.
 CC0549
 CC0549;                    North         East    Units  Estimated Accuracy
 CC0549;SPC TX C     - 3,237,370.      366,640.      MT  (+/- 180 meters Scaled)
 CC0549
 CC0549                          SUPERSEDED SURVEY CONTROL
 CC0549
 CC0549.No superseded survey control is available for this station.
 CC0549
 CC0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR086144(NAD 83)
 CC0549_MARKER: I = METAL ROD
 CC0549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0549_SP_SET: STAINLESS STEEL ROD
 CC0549_STAMPING: P 1390 1981
 CC0549_MARK LOGO: NGS   
 CC0549_PROJECTION: FLUSH
 CC0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0549_ROD/PIPE-DEPTH: 5.2  meters
 CC0549
 CC0549  HISTORY     - Date     Condition        Report By
 CC0549  HISTORY     - 1981     MONUMENTED       NGS
 CC0549
 CC0549                          STATION DESCRIPTION
 CC0549
 CC0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0549'8.9 KM (5.5 MI) SE FROM ORLA.
 CC0549'8.9 KM (5.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0549'WITH FARM ROAD 652 IN ORLA, 0.5 KM (0.3 MI) SOUTHEAST OF A GRAVELED
 CC0549'CROSSROAD, 27.7 METERS (90.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CC0549'HIGHWAY, AND 1.1 METERS (3.5 FT) SOUTHEAST OF A UTILITY POLE.
 CC0549'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CC0549'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0554 ***********************************************************************
 CC0554  FBN         -  This is a Federal Base Network Control Station.
 CC0554  DESIGNATION -  P 1391
 CC0554  PID         -  CC0554
 CC0554  STATE/COUNTY-  TX/REEVES
 CC0554  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0554
 CC0554                         *CURRENT SURVEY CONTROL
 CC0554  ___________________________________________________________________
 CC0554* NAD 83(1993)-  31 43 21.85464(N)    103 49 14.83421(W)     ADJUSTED  
 CC0554* NAVD 88     -       869.284  (meters)    2851.98   (feet)  ADJUSTED  
 CC0554  ___________________________________________________________________
 CC0554  X           -  -1,297,389.754 (meters)                     COMP
 CC0554  Y           -  -5,273,764.416 (meters)                     COMP
 CC0554  Z           -   3,334,763.283 (meters)                     COMP
 CC0554  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CC0554  ELLIP HEIGHT-         843.72  (meters)          (05/01/00) GPS OBS
 CC0554  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CC0554  DYNAMIC HT  -         867.993 (meters)    2847.74  (feet)  COMP
 CC0554  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 CC0554
 CC0554  HORZ ORDER  -  A
 CC0554  VERT ORDER  -  FIRST     CLASS II
 CC0554  ELLP ORDER  -  THIRD     CLASS I
 CC0554
 CC0554.The horizontal coordinates were established by GPS observations
 CC0554.and adjusted by the National Geodetic Survey in May 1997..
 CC0554
 CC0554.The orthometric height was determined by differential leveling
 CC0554.and adjusted by the National Geodetic Survey in June 1991..
 CC0554
 CC0554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0554
 CC0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0554
 CC0554.The ellipsoidal height was determined by GPS observations
 CC0554.and is referenced to NAD 83.
 CC0554
 CC0554.The geoid height was determined by GEOID03.
 CC0554
 CC0554.The dynamic height is computed by dividing the NAVD 88
 CC0554.geopotential number by the normal gravity value computed on the
 CC0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0554.degrees latitude (g = 980.6199 gals.).
 CC0554
 CC0554.The modeled gravity was interpolated from observed gravity values.
 CC0554
 CC0554;                    North         East     Units Scale Factor Converg.
 CC0554;SPC TX C     - 3,233,113.708   369,538.809   MT  0.99996081   -1 47 46.5
 CC0554;SPC TX C     -10,607,307.22  1,212,395.24   sFT  0.99996081   -1 47 46.5
 CC0554;UTM  13      - 3,510,308.455   611,720.370   MT  0.99975394   +0 37 12.4
 CC0554
 CC0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0554!SPC TX C     -   0.99986753  x   0.99996081  =   0.99982835
 CC0554!UTM  13      -   0.99986753  x   0.99975394  =   0.99962151
 CC0554
 CC0554                          SUPERSEDED SURVEY CONTROL
 CC0554
 CC0554  ELLIP H (05/12/97)  843.82   (m)                       GP(       ) 1 1
 CC0554  ELLIP H (05/09/94)  843.80   (m)                       GP(       ) 4 2
 CC0554  NAD 83(1993)-  31 43 21.85478(N)    103 49 14.83377(W) AD(       ) A
 CC0554  ELLIP H (01/13/94)  843.80   (m)                       GP(       ) 1 1
 CC0554  NAVD 88 (01/13/94)  869.28   (m)         2852.0    (f) LEVELING    3  
 CC0554
 CC0554.Superseded values are not recommended for survey control.
 CC0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0554.See file dsdata.txt to determine how the superseded data were derived.
 CC0554
 CC0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR1172010308(NAD 83)
 CC0554_MARKER: F = FLANGE-ENCASED ROD
 CC0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0554_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CC0554_STAMPING: P 1391 1981
 CC0554_MARK LOGO: NGS   
 CC0554_PROJECTION: FLUSH
 CC0554_MAGNETIC: I = MARKER IS A STEEL ROD
 CC0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0554+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 CC0554_ROD/PIPE-DEPTH: 2.1  meters
 CC0554
 CC0554  HISTORY     - Date     Condition        Report By
 CC0554  HISTORY     - 1981     MONUMENTED       NGS
 CC0554  HISTORY     - 19930222 GOOD             NGS
 CC0554  HISTORY     - 19980223 GOOD             NGS
 CC0554  HISTORY     - 19990408 GOOD             NGS
 CC0554  HISTORY     - 19991215 GOOD             NGS
 CC0554  HISTORY     - 20050702 GOOD             USPSQD
 CC0554
 CC0554                          STATION DESCRIPTION
 CC0554
 CC0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0554'13.7 KM (8.5 MI) SE FROM ORLA.
 CC0554'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CC0554'13.7 KM (8.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0554'WITH FARM ROAD 652 IN ORLA, 0.5 KM (0.3 MI) NORTHWEST OF A GRAVELED
 CC0554'ROAD LEADING SOUTHWEST, AND 27.1 METERS (88.8 FT) SOUTHWEST OF THE
 CC0554'CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 2.1 METERS
 CC0554'(7.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0554'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 CC0554
 CC0554                          STATION RECOVERY (1993)
 CC0554
 CC0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CC0554'STATION IS LOCATED ABOUT 45 KM (27.95 MI) NORTHWEST OF PECOS, 15 KM
 CC0554'(9.30 MI) SOUTHEAST OF ORLA, ALONG U.S. HIGHWAY 285, AT MILE 339.85,
 CC0554'ON THE RIGHT-OF-WAY, ON THE SOUTHEAST SIDE OF GRADED ROAD LEADING TO
 CC0554'THE KINLAW OIL CORPORATION LEASE RRC 32450 AND ACROSS FENCE FROM AN
 CC0554'OIL JACK.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 CC0554'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 20
 CC0554'AND U.S. HIGHWAY 285 (EXIT 42) ON THE SOUTHEAST SIDE OF PECOS, GO
 CC0554'NORTHWEST ON HIGHWAY 285 THROUGH TOWN FOR 30.77 KM (19.10 MI) TO
 CC0554'STATE HIGHWAY 302 ON THE RIGHT.  CONTINUE AHEAD FOR 19.48 KM
 CC0554'(12.10 MI) TO A GRADED ROAD LEFT AT TOP OF A RISE.  CONTINUE AHEAD
 CC0554'FOR 0.45 KM (0.25 MI) TO THE STATION ON THE LEFT.
 CC0554'STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD ENCASED IN PVC
 CC0554'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  IT
 CC0554'IS 27.1 M (88.9 FT) SOUTHWEST OF AND SLIGHTLY LOWER THAN THE HIGHWAY
 CC0554'CENTER, 0.3 M (1.0 FT) NORTHEAST OF A METAL WITNESS POST IN THE
 CC0554'RIGHT-OF-WAY FENCE, 45.5 M (149.3 FT) SOUTHEAST OF THE CENTER OF THE
 CC0554'GRADED ROAD AND 133.0 M (436.4 FT) NORTHWEST OF A UTILITY LINE ACROSS
 CC0554'THE HIGHWAY.
 CC0554
 CC0554                          STATION RECOVERY (1998)
 CC0554
 CC0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CC0554'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES  NOTE--THE DATUM
 CC0554'POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD CAP
 CC0554'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD WITHOUT SLEEVE, RECESSED
 CC0554'ABOUT 15-CM BELOW THE GROUND SURFACE AND DRIVEN TO A DEPTH OF 2.1 M,
 CC0554'(6.9 FT) ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 CC0554'CONCRETE, FLUSH WITH THE GROUND SURFACE.
 CC0554
 CC0554                          STATION RECOVERY (1999)
 CC0554
 CC0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CC0554'RECOVERED AS DESCRIBED.
 CC0554
 CC0554                          STATION RECOVERY (1999)
 CC0554
 CC0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WEH)
 CC0554'GOOD.
 CC0554
 CC0554                          STATION RECOVERY (2005)
 CC0554
 CC0554'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CC0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0832 ***********************************************************************
 CD0832  DESIGNATION -  P 1392
 CD0832  PID         -  CD0832
 CD0832  STATE/COUNTY-  TX/HUDSPETH
 CD0832  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0832
 CD0832                         *CURRENT SURVEY CONTROL
 CD0832  ___________________________________________________________________
 CD0832* NAD 83(1986)-  31 49 59.     (N)    105 44 41.     (W)     SCALED    
 CD0832* NAVD 88     -      1528.528  (meters)    5014.85   (feet)  ADJUSTED  
 CD0832  ___________________________________________________________________
 CD0832  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CD0832  DYNAMIC HT  -        1526.138 (meters)    5007.00  (feet)  COMP
 CD0832  MODELED GRAV-     979,022.2   (mgal)                       NAVD 88
 CD0832
 CD0832  VERT ORDER  -  FIRST     CLASS II
 CD0832
 CD0832.The horizontal coordinates were scaled from a topographic map and have
 CD0832.an estimated accuracy of +/- 6 seconds.
 CD0832
 CD0832.The orthometric height was determined by differential leveling
 CD0832.and adjusted by the National Geodetic Survey in June 1991..
 CD0832
 CD0832.The geoid height was determined by GEOID03.
 CD0832
 CD0832.The dynamic height is computed by dividing the NAVD 88
 CD0832.geopotential number by the normal gravity value computed on the
 CD0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0832.degrees latitude (g = 980.6199 gals.).
 CD0832
 CD0832.The modeled gravity was interpolated from observed gravity values.
 CD0832
 CD0832;                    North         East    Units  Estimated Accuracy
 CD0832;SPC TX C     - 3,252,620.      187,950.      MT  (+/- 180 meters Scaled)
 CD0832
 CD0832                          SUPERSEDED SURVEY CONTROL
 CD0832
 CD0832.No superseded survey control is available for this station.
 CD0832
 CD0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR295221(NAD 83)
 CD0832_MARKER: I = METAL ROD
 CD0832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0832_SP_SET: STAINLESS STEEL ROD
 CD0832_STAMPING: P 1392 1981
 CD0832_MARK LOGO: NGS   
 CD0832_PROJECTION: FLUSH
 CD0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0832_ROD/PIPE-DEPTH: 3.7  meters
 CD0832
 CD0832  HISTORY     - Date     Condition        Report By
 CD0832  HISTORY     - 1981     MONUMENTED       NGS
 CD0832
 CD0832                          STATION DESCRIPTION
 CD0832
 CD0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0832'67.9 KM (42.2 MI) EAST FROM EL PASO.
 CD0832'67.9 KM (42.2 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0832'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0832'0.4 KM (0.25 MI) NORTHEAST OF A TRACK ROAD LEADING NORTHEAST, 22.9
 CD0832'METERS (75.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 CD0832'0.4 METER (1.3 FT) SOUTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM
 CD0832'POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0832'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 CD0832'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0759 ***********************************************************************
 CD0759  DESIGNATION -  P 1393
 CD0759  PID         -  CD0759
 CD0759  STATE/COUNTY-  TX/HUDSPETH
 CD0759  USGS QUAD   -  ACALA (1972)
 CD0759
 CD0759                         *CURRENT SURVEY CONTROL
 CD0759  ___________________________________________________________________
 CD0759* NAD 83(1986)-  31 19 31.     (N)    105 54 25.     (W)     SCALED    
 CD0759* NAVD 88     -      1081.731  (meters)    3548.98   (feet)  ADJUSTED  
 CD0759  ___________________________________________________________________
 CD0759  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CD0759  DYNAMIC HT  -        1080.034 (meters)    3543.41  (feet)  COMP
 CD0759  MODELED GRAV-     979,036.1   (mgal)                       NAVD 88
 CD0759
 CD0759  VERT ORDER  -  FIRST     CLASS II
 CD0759
 CD0759.The horizontal coordinates were scaled from a topographic map and have
 CD0759.an estimated accuracy of +/- 6 seconds.
 CD0759
 CD0759.The orthometric height was determined by differential leveling
 CD0759.and adjusted by the National Geodetic Survey in June 1991..
 CD0759
 CD0759.The geoid height was determined by GEOID03.
 CD0759
 CD0759.The dynamic height is computed by dividing the NAVD 88
 CD0759.geopotential number by the normal gravity value computed on the
 CD0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0759.degrees latitude (g = 980.6199 gals.).
 CD0759
 CD0759.The modeled gravity was interpolated from observed gravity values.
 CD0759
 CD0759;                    North         East    Units  Estimated Accuracy
 CD0759;SPC TX C     - 3,197,150.      169,790.      MT  (+/- 180 meters Scaled)
 CD0759
 CD0759                          SUPERSEDED SURVEY CONTROL
 CD0759
 CD0759.No superseded survey control is available for this station.
 CD0759
 CD0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ137660(NAD 83)
 CD0759_MARKER: I = METAL ROD
 CD0759_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0759_SP_SET: STAINLESS STEEL ROD
 CD0759_STAMPING: P 1393 1981
 CD0759_MARK LOGO: NGS   
 CD0759_PROJECTION: FLUSH
 CD0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0759_ROD/PIPE-DEPTH: 10.1 meters
 CD0759
 CD0759  HISTORY     - Date     Condition        Report By
 CD0759  HISTORY     - 1981     MONUMENTED       NGS
 CD0759
 CD0759                          STATION DESCRIPTION
 CD0759
 CD0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0759'31.0 KM (19.25 MI) SE FROM FABENS.
 CD0759'31.0 KM (19.25 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CD0759'OFFICE IN FABENS, 18.4 METERS (60.5 FT) SOUTHWEST OF THE CENTERLINE
 CD0759'OF THE HIGHWAY AND 3.7 METERS (12.2 FT) NORTHWEST OF THE CENTER
 CD0759'OF A PRIVATE ROAD LEADING SOUTHWEST.  NOTE=ACCESS TO THE DATUM POINT
 CD0759'IS THROUGH A 5-INCH LOGO CAP.
 CD0759'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST AND FENCE
 CD0759'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0788 ***********************************************************************
 CD0788  DESIGNATION -  P 1394
 CD0788  PID         -  CD0788
 CD0788  STATE/COUNTY-  TX/HUDSPETH
 CD0788  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0788
 CD0788                         *CURRENT SURVEY CONTROL
 CD0788  ___________________________________________________________________
 CD0788* NAD 83(1986)-  31 11 42.     (N)    105 32 40.     (W)     SCALED    
 CD0788* NAVD 88     -      1288.626  (meters)    4227.77   (feet)  ADJUSTED  
 CD0788  ___________________________________________________________________
 CD0788  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CD0788  DYNAMIC HT  -        1286.592 (meters)    4221.09  (feet)  COMP
 CD0788  MODELED GRAV-     979,017.6   (mgal)                       NAVD 88
 CD0788
 CD0788  VERT ORDER  -  FIRST     CLASS II
 CD0788
 CD0788.The horizontal coordinates were scaled from a topographic map and have
 CD0788.an estimated accuracy of +/- 6 seconds.
 CD0788
 CD0788.The orthometric height was determined by differential leveling
 CD0788.and adjusted by the National Geodetic Survey in June 1991..
 CD0788
 CD0788.The geoid height was determined by GEOID03.
 CD0788
 CD0788.The dynamic height is computed by dividing the NAVD 88
 CD0788.geopotential number by the normal gravity value computed on the
 CD0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0788.degrees latitude (g = 980.6199 gals.).
 CD0788
 CD0788.The modeled gravity was interpolated from observed gravity values.
 CD0788
 CD0788;                    North         East    Units  Estimated Accuracy
 CD0788;SPC TX C     - 3,181,050.      203,570.      MT  (+/- 180 meters Scaled)
 CD0788
 CD0788                          SUPERSEDED SURVEY CONTROL
 CD0788
 CD0788.No superseded survey control is available for this station.
 CD0788
 CD0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ481513(NAD 83)
 CD0788_MARKER: I = METAL ROD
 CD0788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0788_SP_SET: STAINLESS STEEL ROD
 CD0788_STAMPING: P 1394 1981
 CD0788_MARK LOGO: NGS   
 CD0788_PROJECTION: FLUSH
 CD0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0788_ROD/PIPE-DEPTH: 5.8  meters
 CD0788
 CD0788  HISTORY     - Date     Condition        Report By
 CD0788  HISTORY     - 1981     MONUMENTED       NGS
 CD0788
 CD0788                          STATION DESCRIPTION
 CD0788
 CD0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0788'20.2 KM (12.55 MI) NW FROM SIERRA BLANCA.
 CD0788'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0788'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0788'SOUTH ALONG A GRAVELED ROAD, THENCE 13.8 KM (8.55 MI) NORTHWESTERLY
 CD0788'ALONG INTERSTATE HIGHWAY 10, 0.2 KM (0.15 MI) WEST OF MILEPOST 95
 CD0788'AND 46.1 METERS (151.4 FT) NORTH OF THE CENTERLINE OF THE WEST
 CD0788'BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 CD0788'THROUGH A 5-INCH LOGO CAP.
 CD0788'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0788'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0870 ***********************************************************************
 CD0870  DESIGNATION -  P 1395
 CD0870  PID         -  CD0870
 CD0870  STATE/COUNTY-  TX/CULBERSON
 CD0870  USGS QUAD   -  PLATEAU (1979)
 CD0870
 CD0870                         *CURRENT SURVEY CONTROL
 CD0870  ___________________________________________________________________
 CD0870* NAD 83(1986)-  31 03 43.     (N)    104 30 05.     (W)     SCALED    
 CD0870* NAVD 88     -      1247.282  (meters)    4092.12   (feet)  ADJUSTED  
 CD0870  ___________________________________________________________________
 CD0870  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 CD0870  DYNAMIC HT  -        1245.341 (meters)    4085.76  (feet)  COMP
 CD0870  MODELED GRAV-     979,041.3   (mgal)                       NAVD 88
 CD0870
 CD0870  VERT ORDER  -  FIRST     CLASS II
 CD0870
 CD0870.The horizontal coordinates were scaled from a topographic map and have
 CD0870.an estimated accuracy of +/- 6 seconds.
 CD0870
 CD0870.The orthometric height was determined by differential leveling
 CD0870.and adjusted by the National Geodetic Survey in June 1991..
 CD0870
 CD0870.The geoid height was determined by GEOID03.
 CD0870
 CD0870.The dynamic height is computed by dividing the NAVD 88
 CD0870.geopotential number by the normal gravity value computed on the
 CD0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0870.degrees latitude (g = 980.6199 gals.).
 CD0870
 CD0870.The modeled gravity was interpolated from observed gravity values.
 CD0870
 CD0870;                    North         East    Units  Estimated Accuracy
 CD0870;SPC TX C     - 3,162,130.      302,330.      MT  (+/- 180 meters Scaled)
 CD0870
 CD0870                          SUPERSEDED SURVEY CONTROL
 CD0870
 CD0870.No superseded survey control is available for this station.
 CD0870
 CD0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ475365(NAD 83)
 CD0870_MARKER: DB = BENCH MARK DISK
 CD0870_SETTING: 66 = SET IN ROCK OUTCROP
 CD0870_SP_SET: ROCK OUTCROP
 CD0870_STAMPING: P 1395 1981
 CD0870_MARK LOGO: NGS   
 CD0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0870+STABILITY: POSITION/ELEVATION WELL
 CD0870
 CD0870  HISTORY     - Date     Condition        Report By
 CD0870  HISTORY     - 1981     MONUMENTED       NGS
 CD0870
 CD0870                          STATION DESCRIPTION
 CD0870
 CD0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0870'27.3 KM (16.95 MI) WEST FROM KENT.
 CD0870'27.3 KM (16.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0870'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, AT THE
 CD0870'PLATEAU OVERPASS (EXIT 159), SET NEAR THE SOUTHWEST CORNER OF THE
 CD0870'OVERPASS, IN THE TOP OF A 12X200 FOOT EXPOSED ROCK LEDGE, 15.8 METERS
 CD0870'(52.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CD0870'HIGHWAY, 5.9 METERS (19.5 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 CD0870'OVERPASS, AND 4.6 METERS (15.0 FT) WEST OF THE CENTER OF THE
 CD0870'OVERPASS.
 CD0870'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 CD0870'THE MARK IS 3.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0894 ***********************************************************************
 CD0894  DESIGNATION -  P 1396
 CD0894  PID         -  CD0894
 CD0894  STATE/COUNTY-  TX/JEFF DAVIS
 CD0894  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0894
 CD0894                         *CURRENT SURVEY CONTROL
 CD0894  ___________________________________________________________________
 CD0894* NAD 83(1986)-  31 04 56.     (N)    104 05 08.     (W)     SCALED    
 CD0894* NAVD 88     -      1254.218  (meters)    4114.88   (feet)  ADJUSTED  
 CD0894  ___________________________________________________________________
 CD0894  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 CD0894  DYNAMIC HT  -        1252.273 (meters)    4108.50  (feet)  COMP
 CD0894  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 CD0894
 CD0894  VERT ORDER  -  FIRST     CLASS II
 CD0894
 CD0894.The horizontal coordinates were scaled from a topographic map and have
 CD0894.an estimated accuracy of +/- 6 seconds.
 CD0894
 CD0894.The orthometric height was determined by differential leveling
 CD0894.and adjusted by the National Geodetic Survey in June 1991..
 CD0894
 CD0894.The geoid height was determined by GEOID03.
 CD0894
 CD0894.The dynamic height is computed by dividing the NAVD 88
 CD0894.geopotential number by the normal gravity value computed on the
 CD0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0894.degrees latitude (g = 980.6199 gals.).
 CD0894
 CD0894.The modeled gravity was interpolated from observed gravity values.
 CD0894
 CD0894;                    North         East    Units  Estimated Accuracy
 CD0894;SPC TX C     - 3,162,960.      342,060.      MT  (+/- 180 meters Scaled)
 CD0894
 CD0894                          SUPERSEDED SURVEY CONTROL
 CD0894
 CD0894.No superseded survey control is available for this station.
 CD0894
 CD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ872390(NAD 83)
 CD0894_MARKER: I = METAL ROD
 CD0894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0894_SP_SET: STAINLESS STEEL ROD
 CD0894_STAMPING: P 1396 1981
 CD0894_MARK LOGO: NGS   
 CD0894_PROJECTION: FLUSH
 CD0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0894_ROD/PIPE-DEPTH: 3.4  meters
 CD0894
 CD0894  HISTORY     - Date     Condition        Report By
 CD0894  HISTORY     - 1981     MONUMENTED       NGS
 CD0894
 CD0894                          STATION DESCRIPTION
 CD0894
 CD0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0894'13.1 KM (8.15 MI) EAST FROM KENT.
 CD0894'13.1 KM (8.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0894'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.1 KM
 CD0894'(0.05 MI) EAST OF MILE POST 185, AT THE WEST END OF A REST AREA OF
 CD0894'THE EAST BOUND LANES, AND 44.5 METERS (146.0 FT) SOUTH OF THE CENTER
 CD0894'OF AN ENTRANCE ROAD TO THE REST AREA.  NOTE=ACCESS TO THE DATUM POINT
 CD0894'IS THROUGH A 5-INCH LOGO CAP.
 CD0894'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CD0894'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0597 ***********************************************************************
 CC0597  DESIGNATION -  P 1397
 CC0597  PID         -  CC0597
 CC0597  STATE/COUNTY-  TX/REEVES
 CC0597  USGS QUAD   -  HERMOSA SW (1970)
 CC0597
 CC0597                         *CURRENT SURVEY CONTROL
 CC0597  ___________________________________________________________________
 CC0597* NAD 83(1986)-  31 20 09.     (N)    103 44 56.     (W)     SCALED    
 CC0597* NAVD 88     -       872.302  (meters)    2861.88   (feet)  ADJUSTED  
 CC0597  ___________________________________________________________________
 CC0597  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CC0597  DYNAMIC HT  -         871.012 (meters)    2857.65  (feet)  COMP
 CC0597  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 CC0597
 CC0597  VERT ORDER  -  FIRST     CLASS II
 CC0597
 CC0597.The horizontal coordinates were scaled from a topographic map and have
 CC0597.an estimated accuracy of +/- 6 seconds.
 CC0597
 CC0597.The orthometric height was determined by differential leveling
 CC0597.and adjusted by the National Geodetic Survey in June 1991..
 CC0597
 CC0597.The geoid height was determined by GEOID03.
 CC0597
 CC0597.The dynamic height is computed by dividing the NAVD 88
 CC0597.geopotential number by the normal gravity value computed on the
 CC0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0597.degrees latitude (g = 980.6199 gals.).
 CC0597
 CC0597.The modeled gravity was interpolated from observed gravity values.
 CC0597
 CC0597;                    North         East    Units  Estimated Accuracy
 CC0597;SPC TX C     - 3,190,030.      375,030.      MT  (+/- 180 meters Scaled)
 CC0597
 CC0597                          SUPERSEDED SURVEY CONTROL
 CC0597
 CC0597.No superseded survey control is available for this station.
 CC0597
 CC0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ190674(NAD 83)
 CC0597_MARKER: I = METAL ROD
 CC0597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0597_SP_SET: STAINLESS STEEL ROD
 CC0597_STAMPING: P 1397 1981
 CC0597_MARK LOGO: NGS   
 CC0597_PROJECTION: FLUSH
 CC0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0597+STABILITY: POSITION/ELEVATION WELL
 CC0597_ROD/PIPE-DEPTH: 7.3  meters
 CC0597
 CC0597  HISTORY     - Date     Condition        Report By
 CC0597  HISTORY     - 1981     MONUMENTED       NGS
 CC0597
 CC0597                          STATION DESCRIPTION
 CC0597
 CC0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0597'4.7 KM (2.95 MI) NE FROM TOYAH.
 CC0597'4.7 KM (2.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0597'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.8 KM (0.5 MI) NORTHEAST OF
 CC0597'MILE POST 25, 0.8 KM (0.5 MI) SOUTHWEST OF MILE POST 26, AND 34.1
 CC0597'METERS (12.0 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES
 CC0597'OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE
 CC0597'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0597'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST AND FENCE
 CC0597'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0353 ***********************************************************************
 BQ0353  DESIGNATION -  P 1398
 BQ0353  PID         -  BQ0353
 BQ0353  STATE/COUNTY-  TX/PRESIDIO
 BQ0353  USGS QUAD   -  RYAN (1983)
 BQ0353
 BQ0353                         *CURRENT SURVEY CONTROL
 BQ0353  ___________________________________________________________________
 BQ0353* NAD 83(1986)-  30 29 12.     (N)    104 22 15.     (W)     SCALED    
 BQ0353* NAVD 88     -      1421.348  (meters)    4663.21   (feet)  ADJUSTED  
 BQ0353  ___________________________________________________________________
 BQ0353  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BQ0353  DYNAMIC HT  -        1418.976 (meters)    4655.42  (feet)  COMP
 BQ0353  MODELED GRAV-     978,923.5   (mgal)                       NAVD 88
 BQ0353
 BQ0353  VERT ORDER  -  FIRST     CLASS II
 BQ0353
 BQ0353.The horizontal coordinates were scaled from a topographic map and have
 BQ0353.an estimated accuracy of +/- 6 seconds.
 BQ0353
 BQ0353.The orthometric height was determined by differential leveling
 BQ0353.and adjusted by the National Geodetic Survey in June 1991..
 BQ0353
 BQ0353.The geoid height was determined by GEOID03.
 BQ0353
 BQ0353.The dynamic height is computed by dividing the NAVD 88
 BQ0353.geopotential number by the normal gravity value computed on the
 BQ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0353.degrees latitude (g = 980.6199 gals.).
 BQ0353
 BQ0353.The modeled gravity was interpolated from observed gravity values.
 BQ0353
 BQ0353;                    North         East    Units  Estimated Accuracy
 BQ0353;SPC TXSC     - 4,305,920.       84,480.      MT  (+/- 180 meters Scaled)
 BQ0353
 BQ0353                          SUPERSEDED SURVEY CONTROL
 BQ0353
 BQ0353.No superseded survey control is available for this station.
 BQ0353
 BQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP603728(NAD 83)
 BQ0353_MARKER: I = METAL ROD
 BQ0353_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0353_SP_SET: STAINLESS STEEL ROD
 BQ0353_STAMPING: P 1398 1981
 BQ0353_MARK LOGO: NGS   
 BQ0353_PROJECTION: FLUSH
 BQ0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0353+STABILITY: POSITION/ELEVATION WELL
 BQ0353_ROD/PIPE-DEPTH: 7.3  meters
 BQ0353
 BQ0353  HISTORY     - Date     Condition        Report By
 BQ0353  HISTORY     - 1981     MONUMENTED       NGS
 BQ0353  HISTORY     - 1990     GOOD             USPSQD
 BQ0353  HISTORY     - 19961009 GOOD             USPSQD
 BQ0353
 BQ0353                          STATION DESCRIPTION
 BQ0353
 BQ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0353'16.7 KM (10.4 MI) SE FROM VALENTINE.
 BQ0353'16.7 KM (10.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0353'IN VALENTINE, 0.4 KM (0.25 MI) SOUTHEAST OF RAILROAD MILE POST 658,
 BQ0353'18.3 METERS (60.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 BQ0353'17.4 METERS (57.0 FT) WEST OF THE NORTHWEST CORNER OF AN 8-CHANNEL
 BQ0353'CONCRETE CULVERT.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BQ0353'LOGO CAP.  REFUSAL WAS REACHED AT 24.0 FT.
 BQ0353'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0353'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BQ0353
 BQ0353                          STATION RECOVERY (1990)
 BQ0353
 BQ0353'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0353'RECOVERED IN GOOD CONDITION.
 BQ0353
 BQ0353                          STATION RECOVERY (1996)
 BQ0353
 BQ0353'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0385 ***********************************************************************
 BQ0385  DESIGNATION -  P 1399
 BQ0385  PID         -  BQ0385
 BQ0385  STATE/COUNTY-  TX/PRESIDIO
 BQ0385  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0385
 BQ0385                         *CURRENT SURVEY CONTROL
 BQ0385  ___________________________________________________________________
 BQ0385* NAD 83(1986)-  30 08 38.     (N)    104 06 50.     (W)     SCALED    
 BQ0385* NAVD 88     -      1381.006  (meters)    4530.85   (feet)  ADJUSTED  
 BQ0385  ___________________________________________________________________
 BQ0385  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BQ0385  DYNAMIC HT  -        1378.700 (meters)    4523.28  (feet)  COMP
 BQ0385  MODELED GRAV-     978,923.3   (mgal)                       NAVD 88
 BQ0385
 BQ0385  VERT ORDER  -  FIRST     CLASS II
 BQ0385
 BQ0385.The horizontal coordinates were scaled from a topographic map and have
 BQ0385.an estimated accuracy of +/- 6 seconds.
 BQ0385
 BQ0385.The orthometric height was determined by differential leveling
 BQ0385.and adjusted by the National Geodetic Survey in June 1991..
 BQ0385
 BQ0385.The geoid height was determined by GEOID03.
 BQ0385
 BQ0385.The dynamic height is computed by dividing the NAVD 88
 BQ0385.geopotential number by the normal gravity value computed on the
 BQ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0385.degrees latitude (g = 980.6199 gals.).
 BQ0385
 BQ0385.The modeled gravity was interpolated from observed gravity values.
 BQ0385
 BQ0385;                    North         East    Units  Estimated Accuracy
 BQ0385;SPC TXSC     - 4,266,850.      107,470.      MT  (+/- 180 meters Scaled)
 BQ0385
 BQ0385                          SUPERSEDED SURVEY CONTROL
 BQ0385
 BQ0385.No superseded survey control is available for this station.
 BQ0385
 BQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP853350(NAD 83)
 BQ0385_MARKER: I = METAL ROD
 BQ0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0385_SP_SET: STAINLESS STEEL ROD
 BQ0385_STAMPING: P 1399 1981
 BQ0385_MARK LOGO: NGS   
 BQ0385_PROJECTION: FLUSH
 BQ0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0385_ROD/PIPE-DEPTH: 3.4  meters
 BQ0385
 BQ0385  HISTORY     - Date     Condition        Report By
 BQ0385  HISTORY     - 1981     MONUMENTED       NGS
 BQ0385  HISTORY     - 1990     GOOD             USPSQD
 BQ0385  HISTORY     - 19961010 GOOD             USPSQD
 BQ0385
 BQ0385                          STATION DESCRIPTION
 BQ0385
 BQ0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0385'20.8 KM (12.9 MI) SOUTH FROM MARFA.
 BQ0385'20.8 KM (12.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0385'WITH U.S. HIGHWAY 90 IN MARFA, 15.1 METERS (49.6 FT) NORTHWEST OF
 BQ0385'THE CENTERLINE OF THE HIGHWAY, 6.3 METERS (20.7 FT) NORTHEAST OF THE
 BQ0385'CENTER OF A GRAVELED ROAD LEADING NORTHWEST WITH A PIPE GATE, AND 5.6
 BQ0385'METERS (18.2 FT) SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 BQ0385'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0385'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 BQ0385'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0385
 BQ0385                          STATION RECOVERY (1990)
 BQ0385
 BQ0385'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0385'RECOVERED IN GOOD CONDITION.
 BQ0385
 BQ0385                          STATION RECOVERY (1996)
 BQ0385
 BQ0385'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0607 ***********************************************************************
 CU0607  DESIGNATION -  P 14
 CU0607  PID         -  CU0607
 CU0607  STATE/COUNTY-  TX/HOWARD
 CU0607  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0607
 CU0607                         *CURRENT SURVEY CONTROL
 CU0607  ___________________________________________________________________
 CU0607* NAD 83(1986)-  32 11 05.     (N)    101 38 03.     (W)     SCALED    
 CU0607* NAVD 88     -       754.786  (meters)    2476.33   (feet)  ADJUSTED  
 CU0607  ___________________________________________________________________
 CU0607  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 CU0607  DYNAMIC HT  -         753.749 (meters)    2472.92  (feet)  COMP
 CU0607  MODELED GRAV-     979,240.4   (mgal)                       NAVD 88
 CU0607
 CU0607  VERT ORDER  -  FIRST     CLASS II
 CU0607
 CU0607.The horizontal coordinates were scaled from a topographic map and have
 CU0607.an estimated accuracy of +/- 6 seconds.
 CU0607
 CU0607.The orthometric height was determined by differential leveling
 CU0607.and adjusted by the National Geodetic Survey in June 1991..
 CU0607
 CU0607.The geoid height was determined by GEOID03.
 CU0607
 CU0607.The dynamic height is computed by dividing the NAVD 88
 CU0607.geopotential number by the normal gravity value computed on the
 CU0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0607.degrees latitude (g = 980.6199 gals.).
 CU0607
 CU0607.The modeled gravity was interpolated from observed gravity values.
 CU0607
 CU0607;                    North         East    Units  Estimated Accuracy
 CU0607;SPC TXNC     - 2,061,860.      304,490.      MT  (+/- 180 meters Scaled)
 CU0607
 CU0607                          SUPERSEDED SURVEY CONTROL
 CU0607
 CU0607  NGVD 29 (??/??/92)  754.500  (m)         2475.39   (f) ADJ UNCH    1 2
 CU0607
 CU0607.Superseded values are not recommended for survey control.
 CU0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0607.See file dsdata.txt to determine how the superseded data were derived.
 CU0607
 CU0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA516639(NAD 83)
 CU0607_MARKER: Z = SEE DESCRIPTION
 CU0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0607+STABILITY: SURFACE MOTION
 CU0607
 CU0607  HISTORY     - Date     Condition        Report By
 CU0607  HISTORY     - UNK      MONUMENTED       CGS
 CU0607  HISTORY     - 1956     GOOD             NGS
 CU0607
 CU0607                          STATION DESCRIPTION
 CU0607
 CU0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0607'9.7 MI NE FROM STANTON.
 CU0607'9.7 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0607'STATION AT STANTON, 5 RAILS SOUTHWEST OF THE STATION SIGN AT MORITA,
 CU0607'55 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 47.5 FEET
 CU0607'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 41 FEET NORTHEAST
 CU0607'OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A FENCE, 1 FOOT NORTHEAST OF
 CU0607'A WITNESS POST, IN THE TOP OF A STONE POST WHICH PROJECTS 1.0 FOOT
 CU0607'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0141 ***********************************************************************
 EN0141  DESIGNATION -  P 140
 EN0141  PID         -  EN0141
 EN0141  STATE/COUNTY-  TX/HALL
 EN0141  USGS QUAD   -  TURKEY (1981)
 EN0141
 EN0141                         *CURRENT SURVEY CONTROL
 EN0141  ___________________________________________________________________
 EN0141* NAD 83(1986)-  34 23 54.     (N)    100 56 29.     (W)     SCALED    
 EN0141* NAVD 88     -       730.189  (meters)    2395.63   (feet)  ADJUSTED  
 EN0141  ___________________________________________________________________
 EN0141  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EN0141  DYNAMIC HT  -         729.320 (meters)    2392.78  (feet)  COMP
 EN0141  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 EN0141
 EN0141  VERT ORDER  -  FIRST     CLASS II
 EN0141
 EN0141.The horizontal coordinates were scaled from a topographic map and have
 EN0141.an estimated accuracy of +/- 6 seconds.
 EN0141
 EN0141.The orthometric height was determined by differential leveling
 EN0141.and adjusted by the National Geodetic Survey in June 1991..
 EN0141
 EN0141.The geoid height was determined by GEOID03.
 EN0141
 EN0141.The dynamic height is computed by dividing the NAVD 88
 EN0141.geopotential number by the normal gravity value computed on the
 EN0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0141.degrees latitude (g = 980.6199 gals.).
 EN0141
 EN0141.The modeled gravity was interpolated from observed gravity values.
 EN0141
 EN0141;                    North         East    Units  Estimated Accuracy
 EN0141;SPC TX N     - 1,044,340.      251,370.      MT  (+/- 180 meters Scaled)
 EN0141
 EN0141                          SUPERSEDED SURVEY CONTROL
 EN0141
 EN0141  NGVD 29 (??/??/92)  729.877  (m)         2394.60   (f) ADJ UNCH    1 2
 EN0141
 EN0141.Superseded values are not recommended for survey control.
 EN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0141.See file dsdata.txt to determine how the superseded data were derived.
 EN0141
 EN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD215080(NAD 83)
 EN0141_MARKER: DB = BENCH MARK DISK
 EN0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0141_STAMPING: P 140 1933
 EN0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0141+STABILITY: SURFACE MOTION
 EN0141
 EN0141  HISTORY     - Date     Condition        Report By
 EN0141  HISTORY     - 1933     MONUMENTED       CGS
 EN0141  HISTORY     - 1934     GOOD             NGS
 EN0141
 EN0141                          STATION DESCRIPTION
 EN0141
 EN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0141'2.4 MI W FROM TURKEY.
 EN0141'2.4 MILES WEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0141'STATION AT TURKEY, HALL COUNTY, AT STATION 1810 (MILEAGE 271.4), ABOUT
 EN0141'41 RAILS WEST OF A PUBLIC-ROAD CROSSING, ABOUT 19-3/4 RAILS EAST OF
 EN0141'WOODEN TRESTLE P 271.45, ABOUT 17 RAILS EAST OF THE HALL-BRISCOE
 EN0141'COUNTY LINE SIGNBOARD, 68 FEET SOUTH OF THE TRACK, 7 FEET NORTH OF THE
 EN0141'RIGHT-OF-WAY FENCE, AND AT THE TOP OF A SMALL HILL WITH A 4-FOOT CUT.
 EN0141'A STANDARD DISK, STAMPED 2394.605 P 140 1933 AND SET IN THE TOP OF A
 EN0141'CONCRETE POST PROJECTING ABOUT 9 INCHES ABOVE GROUND.
 EN0141
 EN0141                          STATION RECOVERY (1934)
 EN0141
 EN0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0230 ***********************************************************************
 BB0230  DESIGNATION -  P 1400
 BB0230  PID         -  BB0230
 BB0230  STATE/COUNTY-  TX/PRESIDIO
 BB0230  USGS QUAD   -  SHAFTER (1983)
 BB0230
 BB0230                         *CURRENT SURVEY CONTROL
 BB0230  ___________________________________________________________________
 BB0230* NAD 83(1986)-  29 51 54.     (N)    104 17 27.     (W)     SCALED    
 BB0230* NAVD 88     -      1278.138  (meters)    4193.36   (feet)  ADJUSTED  
 BB0230  ___________________________________________________________________
 BB0230  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 BB0230  DYNAMIC HT  -        1275.986 (meters)    4186.30  (feet)  COMP
 BB0230  MODELED GRAV-     978,914.7   (mgal)                       NAVD 88
 BB0230
 BB0230  VERT ORDER  -  FIRST     CLASS II
 BB0230
 BB0230.The horizontal coordinates were scaled from a topographic map and have
 BB0230.an estimated accuracy of +/- 6 seconds.
 BB0230
 BB0230.The orthometric height was determined by differential leveling
 BB0230.and adjusted by the National Geodetic Survey in June 1991..
 BB0230
 BB0230.The geoid height was determined by GEOID03.
 BB0230
 BB0230.The dynamic height is computed by dividing the NAVD 88
 BB0230.geopotential number by the normal gravity value computed on the
 BB0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0230.degrees latitude (g = 980.6199 gals.).
 BB0230
 BB0230.The modeled gravity was interpolated from observed gravity values.
 BB0230
 BB0230;                    North         East    Units  Estimated Accuracy
 BB0230;SPC TXSC     - 4,236,730.       89,040.      MT  (+/- 180 meters Scaled)
 BB0230
 BB0230                          SUPERSEDED SURVEY CONTROL
 BB0230
 BB0230.No superseded survey control is available for this station.
 BB0230
 BB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP684040(NAD 83)
 BB0230_MARKER: DB = BENCH MARK DISK
 BB0230_SETTING: 66 = SET IN ROCK OUTCROP
 BB0230_SP_SET: ROCK OUTCROP
 BB0230_STAMPING: P 1400 1981
 BB0230_MARK LOGO: NGS   
 BB0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0230+STABILITY: POSITION/ELEVATION WELL
 BB0230
 BB0230  HISTORY     - Date     Condition        Report By
 BB0230  HISTORY     - 1981     MONUMENTED       NGS
 BB0230  HISTORY     - 19961010 GOOD             USPSQD
 BB0230
 BB0230                          STATION DESCRIPTION
 BB0230
 BB0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0230'6.1 KM (3.8 MI) NE FROM SHAFTER.
 BB0230'6.1 KM (3.8 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0230'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.8 KM (0.5 MI)
 BB0230'SOUTHWEST OF A POWERLINE CROSSING, IN THE TOP CENTER OF A 3X3 FOOT
 BB0230'EXPOSED AREA OF ROCK OUTCROPPING WHICH IS FLUSH WITH THE GROUND,
 BB0230'34.6 METERS (113.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 BB0230'HIGHWAY, 28.7 METERS (94.0 FT) EAST OF A POST AND SIGN (CURVE 50 MPH)
 BB0230'AND 18.6 METERS (61.5 FT) EAST-SOUTHEAST OF A FENCE.
 BB0230'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BB0230'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 BB0230
 BB0230                          STATION RECOVERY (1996)
 BB0230
 BB0230'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0697 ***********************************************************************
 BP0697  DESIGNATION -  P 1401
 BP0697  PID         -  BP0697
 BP0697  STATE/COUNTY-  TX/PRESIDIO
 BP0697  USGS QUAD   -  PAISANO (1972)
 BP0697
 BP0697                         *CURRENT SURVEY CONTROL
 BP0697  ___________________________________________________________________
 BP0697* NAD 83(1986)-  30 16 35.     (N)    103 47 55.     (W)     SCALED    
 BP0697* NAVD 88     -      1548.927  (meters)    5081.77   (feet)  ADJUSTED  
 BP0697  ___________________________________________________________________
 BP0697  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 BP0697  DYNAMIC HT  -        1546.354 (meters)    5073.33  (feet)  COMP
 BP0697  MODELED GRAV-     978,925.2   (mgal)                       NAVD 88
 BP0697
 BP0697  VERT ORDER  -  FIRST     CLASS II
 BP0697
 BP0697.The horizontal coordinates were scaled from a topographic map and have
 BP0697.an estimated accuracy of +/- 6 seconds.
 BP0697
 BP0697.The orthometric height was determined by differential leveling
 BP0697.and adjusted by the National Geodetic Survey in June 1991..
 BP0697
 BP0697.The geoid height was determined by GEOID03.
 BP0697
 BP0697.The dynamic height is computed by dividing the NAVD 88
 BP0697.geopotential number by the normal gravity value computed on the
 BP0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0697.degrees latitude (g = 980.6199 gals.).
 BP0697
 BP0697.The modeled gravity was interpolated from observed gravity values.
 BP0697
 BP0697;                    North         East    Units  Estimated Accuracy
 BP0697;SPC TXSC     - 4,280,240.      138,420.      MT  (+/- 180 meters Scaled)
 BP0697
 BP0697                          SUPERSEDED SURVEY CONTROL
 BP0697
 BP0697.No superseded survey control is available for this station.
 BP0697
 BP0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP155500(NAD 83)
 BP0697_MARKER: DB = BENCH MARK DISK
 BP0697_SETTING: 66 = SET IN ROCK OUTCROP
 BP0697_SP_SET: ROCK OUTCROP
 BP0697_STAMPING: P 1401 1981
 BP0697_MARK LOGO: NGS   
 BP0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0697+STABILITY: POSITION/ELEVATION WELL
 BP0697
 BP0697  HISTORY     - Date     Condition        Report By
 BP0697  HISTORY     - 1981     MONUMENTED       NGS
 BP0697
 BP0697                          STATION DESCRIPTION
 BP0697
 BP0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0697'20.0 KM (12.4 MI) SW FROM ALPINE.
 BP0697'2.9 KM (1.8 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0697'RAILROAD STATION IN ALPINE, THENCE 17.1 KM (10.6 MI) WESTERLY ALONG
 BP0697'U.S. HIGHWAYS 67 AND 90, AT A POWERLINE CROSSING, AT THE SOUTH END OF
 BP0697'A SMALL HIGHWAY CUT, IN A 3 BY 3 FT EXPOSED AREA OF BEDROCK, 14.9
 BP0697'METERS (48.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 4.0
 BP0697'METERS (13.2 FT) NORTHWEST OF A FENCE.
 BP0697'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 BP0697'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0721 ***********************************************************************
 BP0721  DESIGNATION -  P 1402
 BP0721  PID         -  BP0721
 BP0721  STATE/COUNTY-  TX/BREWSTER
 BP0721  USGS QUAD   -  ALTUDA (1983)
 BP0721
 BP0721                         *CURRENT SURVEY CONTROL
 BP0721  ___________________________________________________________________
 BP0721* NAD 83(1986)-  30 15 05.     (N)    103 23 50.     (W)     SCALED    
 BP0721* NAVD 88     -      1336.161  (meters)    4383.72   (feet)  ADJUSTED  
 BP0721  ___________________________________________________________________
 BP0721  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 BP0721  DYNAMIC HT  -        1333.967 (meters)    4376.52  (feet)  COMP
 BP0721  MODELED GRAV-     978,952.5   (mgal)                       NAVD 88
 BP0721
 BP0721  VERT ORDER  -  FIRST     CLASS II
 BP0721
 BP0721.The horizontal coordinates were scaled from a topographic map and have
 BP0721.an estimated accuracy of +/- 6 seconds.
 BP0721
 BP0721.The orthometric height was determined by differential leveling
 BP0721.and adjusted by the National Geodetic Survey in June 1991..
 BP0721
 BP0721.The geoid height was determined by GEOID03.
 BP0721
 BP0721.The dynamic height is computed by dividing the NAVD 88
 BP0721.geopotential number by the normal gravity value computed on the
 BP0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0721.degrees latitude (g = 980.6199 gals.).
 BP0721
 BP0721.The modeled gravity was interpolated from observed gravity values.
 BP0721
 BP0721;                    North         East    Units  Estimated Accuracy
 BP0721;SPC TXSC     - 4,275,950.      176,910.      MT  (+/- 180 meters Scaled)
 BP0721
 BP0721                          SUPERSEDED SURVEY CONTROL
 BP0721
 BP0721.No superseded survey control is available for this station.
 BP0721
 BP0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP542477(NAD 83)
 BP0721_MARKER: I = METAL ROD
 BP0721_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0721_SP_SET: STAINLESS STEEL ROD
 BP0721_STAMPING: P 1402 1981
 BP0721_MARK LOGO: NGS   
 BP0721_PROJECTION: FLUSH
 BP0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0721_ROD/PIPE-DEPTH: 3.7  meters
 BP0721
 BP0721  HISTORY     - Date     Condition        Report By
 BP0721  HISTORY     - 1981     MONUMENTED       NGS
 BP0721
 BP0721                          STATION DESCRIPTION
 BP0721
 BP0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0721'16.0 KM (9.95 MI) NW FROM MARATHON.
 BP0721'16.0 KM (9.95 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0721'IN MARATHON, 0.2 KM (0.15 MI) NORTHWEST OF THE NORTHWEST END OF A
 BP0721'MULTI-BOX CULVERT, 19.7 METERS (64.6 FT) SOUTHWEST OF THE CENTERLINE
 BP0721'OF THE HIGHWAY AND 7.5 METERS (24.6 FT) SOUTHEAST OF A UTILITY POLE.
 BP0721'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0721'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BP0721'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0745 ***********************************************************************
 BP0745  DESIGNATION -  P 1403
 BP0745  PID         -  BP0745
 BP0745  STATE/COUNTY-  TX/BREWSTER
 BP0745  USGS QUAD   -  HOUSETOP MOUNTAINS (1968)
 BP0745
 BP0745                         *CURRENT SURVEY CONTROL
 BP0745  ___________________________________________________________________
 BP0745* NAD 83(1986)-  30 12 12.     (N)    102 57 14.     (W)     SCALED    
 BP0745* NAVD 88     -      1273.250  (meters)    4177.32   (feet)  ADJUSTED  
 BP0745  ___________________________________________________________________
 BP0745  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BP0745  DYNAMIC HT  -        1271.166 (meters)    4170.48  (feet)  COMP
 BP0745  MODELED GRAV-     978,961.1   (mgal)                       NAVD 88
 BP0745
 BP0745  VERT ORDER  -  FIRST     CLASS II
 BP0745
 BP0745.The horizontal coordinates were scaled from a topographic map and have
 BP0745.an estimated accuracy of +/- 6 seconds.
 BP0745
 BP0745.The orthometric height was determined by differential leveling
 BP0745.and adjusted by the National Geodetic Survey in June 1991..
 BP0745
 BP0745.The geoid height was determined by GEOID03.
 BP0745
 BP0745.The dynamic height is computed by dividing the NAVD 88
 BP0745.geopotential number by the normal gravity value computed on the
 BP0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0745.degrees latitude (g = 980.6199 gals.).
 BP0745
 BP0745.The modeled gravity was interpolated from observed gravity values.
 BP0745
 BP0745;                    North         East    Units  Estimated Accuracy
 BP0745;SPC TXSC     - 4,269,100.      219,370.      MT  (+/- 180 meters Scaled)
 BP0745
 BP0745                          SUPERSEDED SURVEY CONTROL
 BP0745
 BP0745.No superseded survey control is available for this station.
 BP0745
 BP0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP969430(NAD 83)
 BP0745_MARKER: DB = BENCH MARK DISK
 BP0745_SETTING: 66 = SET IN ROCK OUTCROP
 BP0745_SP_SET: ROCK OUTCROP
 BP0745_STAMPING: P 1403 1981
 BP0745_MARK LOGO: NGS   
 BP0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0745+STABILITY: POSITION/ELEVATION WELL
 BP0745
 BP0745  HISTORY     - Date     Condition        Report By
 BP0745  HISTORY     - 1981     MONUMENTED       NGS
 BP0745  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0745
 BP0745                          STATION DESCRIPTION
 BP0745
 BP0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0745'29.1 KM (18.05 MI) EAST FROM MARATHON.
 BP0745'29.1 KM (18.05 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0745'IN MARATHON, IN A 3 BY 10 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 12.2
 BP0745'METERS (40.0 FT) WEST OF THE EAST END OF A HIGHWAY CUT, 12.1 METERS
 BP0745'(39.6 FT) NORTH OF A FENCE AND 9.4 METERS (30.8 FT) SOUTH OF THE
 BP0745'CENTERLINE OF THE HIGHWAY.
 BP0745'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BP0745'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BP0745
 BP0745                          STATION RECOVERY (2001)
 BP0745
 BP0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0745'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1061 ***********************************************************************
 AJ1061  DESIGNATION -  P 1404
 AJ1061  PID         -  AJ1061
 AJ1061  STATE/COUNTY-  TX/ZAPATA
 AJ1061  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1061
 AJ1061                         *CURRENT SURVEY CONTROL
 AJ1061  ___________________________________________________________________
 AJ1061* NAD 83(1986)-  27 00 28.     (N)    099 23 11.     (W)     SCALED    
 AJ1061* NAVD 88     -       109.716  (meters)     359.96   (feet)  ADJUSTED  
 AJ1061  ___________________________________________________________________
 AJ1061  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AJ1061  DYNAMIC HT  -         109.540 (meters)     359.38  (feet)  COMP
 AJ1061  MODELED GRAV-     979,041.4   (mgal)                       NAVD 88
 AJ1061
 AJ1061  VERT ORDER  -  FIRST     CLASS II
 AJ1061
 AJ1061.The horizontal coordinates were scaled from a topographic map and have
 AJ1061.an estimated accuracy of +/- 6 seconds.
 AJ1061
 AJ1061.The orthometric height was determined by differential leveling
 AJ1061.and adjusted by the National Geodetic Survey in June 1991..
 AJ1061
 AJ1061.The geoid height was determined by GEOID03.
 AJ1061
 AJ1061.The dynamic height is computed by dividing the NAVD 88
 AJ1061.geopotential number by the normal gravity value computed on the
 AJ1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1061.degrees latitude (g = 980.6199 gals.).
 AJ1061
 AJ1061.The modeled gravity was interpolated from observed gravity values.
 AJ1061
 AJ1061;                    North         East    Units  Estimated Accuracy
 AJ1061;SPC TX S     - 5,148,890.      212,040.      MT  (+/- 180 meters Scaled)
 AJ1061
 AJ1061                          SUPERSEDED SURVEY CONTROL
 AJ1061
 AJ1061.No superseded survey control is available for this station.
 AJ1061
 AJ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ616873(NAD 83)
 AJ1061_MARKER: I = METAL ROD
 AJ1061_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1061_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1061_STAMPING: P 1404 1981
 AJ1061_MARK LOGO: NGS   
 AJ1061_PROJECTION: FLUSH
 AJ1061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1061+STABILITY: POSITION/ELEVATION WELL
 AJ1061_ROD/PIPE-DEPTH: 10.7 meters
 AJ1061_SLEEVE-DEPTH  : 8.8 meters
 AJ1061
 AJ1061  HISTORY     - Date     Condition        Report By
 AJ1061  HISTORY     - 1981     MONUMENTED       NGS
 AJ1061  HISTORY     - 1988     GOOD             USPSQD
 AJ1061
 AJ1061                          STATION DESCRIPTION
 AJ1061
 AJ1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1061'6.5 KM (4.05 MI) SE FROM SAN YGNACIO.
 AJ1061'6.5 KM (4.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1061'FARM ROAD 3169 IN SAN YGNACIO, AT THE SOUTHEAST CORNER OF PROPERTY OF
 AJ1061'A SMALL COUNTRY STORE AND GAS STATION, 23.4 METERS (76.6 FT) SOUTH
 AJ1061'SOUTHWEST OF CENTERLINE OF HIGHWAY, 24.1 KM (79.2 FT) EAST SOUTHEAST
 AJ1061'OF SOUTHEAST CORNER OF STORE BUILDING, 1.4 METERS (4.5 FT) NORTHWEST
 AJ1061'OF A SECURITY FENCE, 4.0 METERS (13.0 FT) WEST NORTHWEST OF POWERLINE
 AJ1061'POLE WITH TRANSFORMER, 16.7 METERS (54.9 FT) SOUTH OF SOUTHEDGE OF GAS
 AJ1061'PUMP CONCRETE ISLAND, AND 4.0 METERS (13.0 FT) WEST OF A CORNER FENCE
 AJ1061'POST.
 AJ1061'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 AJ1061'THE MARK IS 0.30 M ABOVE HIGHWAY.
 AJ1061
 AJ1061                          STATION RECOVERY (1988)
 AJ1061
 AJ1061'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1072 ***********************************************************************
 AJ1072  DESIGNATION -  P 1405
 AJ1072  PID         -  AJ1072
 AJ1072  STATE/COUNTY-  TX/ZAPATA
 AJ1072  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ1072
 AJ1072                         *CURRENT SURVEY CONTROL
 AJ1072  ___________________________________________________________________
 AJ1072* NAD 83(1986)-  27 08 49.     (N)    099 25 24.     (W)     SCALED    
 AJ1072* NAVD 88     -       103.119  (meters)     338.32   (feet)  ADJUSTED  
 AJ1072  ___________________________________________________________________
 AJ1072  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AJ1072  DYNAMIC HT  -         102.953 (meters)     337.77  (feet)  COMP
 AJ1072  MODELED GRAV-     979,039.6   (mgal)                       NAVD 88
 AJ1072
 AJ1072  VERT ORDER  -  FIRST     CLASS II
 AJ1072
 AJ1072.The horizontal coordinates were scaled from a topographic map and have
 AJ1072.an estimated accuracy of +/- 6 seconds.
 AJ1072
 AJ1072.The orthometric height was determined by differential leveling
 AJ1072.and adjusted by the National Geodetic Survey in June 1991..
 AJ1072
 AJ1072.The geoid height was determined by GEOID03.
 AJ1072
 AJ1072.The dynamic height is computed by dividing the NAVD 88
 AJ1072.geopotential number by the normal gravity value computed on the
 AJ1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1072.degrees latitude (g = 980.6199 gals.).
 AJ1072
 AJ1072.The modeled gravity was interpolated from observed gravity values.
 AJ1072
 AJ1072;                    North         East    Units  Estimated Accuracy
 AJ1072;SPC TX S     - 5,164,340.      208,480.      MT  (+/- 180 meters Scaled)
 AJ1072
 AJ1072                          SUPERSEDED SURVEY CONTROL
 AJ1072
 AJ1072.No superseded survey control is available for this station.
 AJ1072
 AJ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR580027(NAD 83)
 AJ1072_MARKER: I = METAL ROD
 AJ1072_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1072_SP_SET: STAINLESS STEEL ROD
 AJ1072_STAMPING: P 1405 1981
 AJ1072_MARK LOGO: NGS   
 AJ1072_PROJECTION: FLUSH
 AJ1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1072_ROD/PIPE-DEPTH: 7.01 meters
 AJ1072
 AJ1072  HISTORY     - Date     Condition        Report By
 AJ1072  HISTORY     - 1981     MONUMENTED       NGS
 AJ1072
 AJ1072                          STATION DESCRIPTION
 AJ1072
 AJ1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1072'12.0 KM (7.4 MI) NORTHH FROM SAN YGNACIO.
 AJ1072'12.0 KM (7.45 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1072'FARM ROAD 3169 AT SAN YGNACIO, ALSO 0.20 KM (0.15 MI) NORTH OF THE
 AJ1072'ARROYO SALADO CREEK BRIDGE, 19.2 METERS (63.1 FT) WEST OF THE
 AJ1072'CENTERLINE OF THE HIGHWAY, AND 0.61 METERS (2.0 FT) NORTH OF POWERLINE
 AJ1072'POLE NO. 15597.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1072'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 AJ1072'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1209 ***********************************************************************
 AB1209  DESIGNATION -  P 1406
 AB1209  PID         -  AB1209
 AB1209  STATE/COUNTY-  TX/CAMERON
 AB1209  USGS QUAD   -  LOS FRESNOS (1983)
 AB1209
 AB1209                         *CURRENT SURVEY CONTROL
 AB1209  ___________________________________________________________________
 AB1209* NAD 83(1986)-  26 00 53.     (N)    097 24 54.     (W)     SCALED    
 AB1209* NAVD 88     -         2.821  (meters)       9.26   (feet)  ADJUSTED  
 AB1209  ___________________________________________________________________
 AB1209  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB1209  DYNAMIC HT  -           2.816 (meters)       9.24  (feet)  COMP
 AB1209  MODELED GRAV-     979,045.2   (mgal)                       NAVD 88
 AB1209
 AB1209  VERT ORDER  -  FIRST     CLASS II
 AB1209
 AB1209.The horizontal coordinates were scaled from a topographic map and have
 AB1209.an estimated accuracy of +/- 6 seconds.
 AB1209
 AB1209.The orthometric height was determined by differential leveling
 AB1209.and adjusted by the National Geodetic Survey in June 1991..
 AB1209
 AB1209.The geoid height was determined by GEOID03.
 AB1209
 AB1209.The dynamic height is computed by dividing the NAVD 88
 AB1209.geopotential number by the normal gravity value computed on the
 AB1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1209.degrees latitude (g = 980.6199 gals.).
 AB1209
 AB1209.The modeled gravity was interpolated from observed gravity values.
 AB1209
 AB1209;                    North         East    Units  Estimated Accuracy
 AB1209;SPC TX S     - 5,039,030.      408,620.      MT  (+/- 180 meters Scaled)
 AB1209
 AB1209                          SUPERSEDED SURVEY CONTROL
 AB1209
 AB1209.No superseded survey control is available for this station.
 AB1209
 AB1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP586782(NAD 83)
 AB1209_MARKER: I = METAL ROD
 AB1209_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1209_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1209_STAMPING: P 1406
 AB1209_MARK LOGO: NGS   
 AB1209_PROJECTION: RECESSED 3 CENTIMETERS
 AB1209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1209+STABILITY: POSITION/ELEVATION WELL
 AB1209_ROD/PIPE-DEPTH: 14.6 meters
 AB1209_SLEEVE-DEPTH  : 9.1 meters
 AB1209
 AB1209  HISTORY     - Date     Condition        Report By
 AB1209  HISTORY     - 1981     MONUMENTED       NGS
 AB1209  HISTORY     - 19910313 GOOD             USPSQD
 AB1209
 AB1209                          STATION DESCRIPTION
 AB1209
 AB1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1209'17.5 KM (10.9 MI) NE FROM BROWNSVILLE.
 AB1209'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1209'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB1209'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB1209'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET) THENCE 4.0 KM
 AB1209'(2.5 MI) NORTH ALONG ROBINDALE ROAD, THENCE 2.6 KM (1.6 MI) NORTH
 AB1209'NORTHEAST ALONG OLD PORT ISABEL TO THE JUNCTION OF STATE HIGHWAY 511,
 AB1209'THENCE 5.3 KM (3.3 MI) NORTH NORTHEAST ALONG OLD PORT ISABEL ROAD AT A
 AB1209'POINT WHERE A HIGH TENSION POWERLINE CROSSES OLD PORT ISABEL ROAD AND
 AB1209'IS SET ABOUT HALFWAY BETWEEN THE FIRST SET OF TWO POWER POLES ON THE
 AB1209'WEST SIDE OF THE ROAD, ABOUT 0.2 KM (0.1 MI) NORTH NORTHWEST OF BENCH
 AB1209'MARK R 678, 71.3 METERS (234.0 FT) SOUTHEAST OF THE CENTER OF OLD PORT
 AB1209'ISABEL ROAD, 2.2 METERS (7.5 FT) NORTHEAST OF THE SOUTHWEST POWER
 AB1209'POLE, AND 1.9 METERS (6.5 FT) SOUTHWEST OF THE NORTHEAST POWER POLE
 AB1209'THE MARK IS ABOVE LEVEL WITH OLD PORT ISABEL ROAD.
 AB1209
 AB1209                          STATION RECOVERY (1991)
 AB1209
 AB1209'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1269 ***********************************************************************
 AB1269  DESIGNATION -  P 1407
 AB1269  PID         -  AB1269
 AB1269  STATE/COUNTY-  TX/KENEDY
 AB1269  USGS QUAD   -  NORIAS (1982)
 AB1269
 AB1269                         *CURRENT SURVEY CONTROL
 AB1269  ___________________________________________________________________
 AB1269* NAD 83(1986)-  26 45 42.     (N)    097 46 19.     (W)     SCALED    
 AB1269* NAVD 88     -         6.910  (meters)      22.67   (feet)  ADJUSTED  
 AB1269  ___________________________________________________________________
 AB1269  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AB1269  DYNAMIC HT  -           6.899 (meters)      22.63  (feet)  COMP
 AB1269  MODELED GRAV-     979,066.4   (mgal)                       NAVD 88
 AB1269
 AB1269  VERT ORDER  -  FIRST     CLASS II
 AB1269
 AB1269.The horizontal coordinates were scaled from a topographic map and have
 AB1269.an estimated accuracy of +/- 6 seconds.
 AB1269
 AB1269.The orthometric height was determined by differential leveling
 AB1269.and adjusted by the National Geodetic Survey in June 1991..
 AB1269
 AB1269.The geoid height was determined by GEOID03.
 AB1269
 AB1269.The dynamic height is computed by dividing the NAVD 88
 AB1269.geopotential number by the normal gravity value computed on the
 AB1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1269.degrees latitude (g = 980.6199 gals.).
 AB1269
 AB1269.The modeled gravity was interpolated from observed gravity values.
 AB1269
 AB1269;                    North         East    Units  Estimated Accuracy
 AB1269;SPC TX S     - 5,121,530.      372,410.      MT  (+/- 180 meters Scaled)
 AB1269
 AB1269                          SUPERSEDED SURVEY CONTROL
 AB1269
 AB1269.No superseded survey control is available for this station.
 AB1269
 AB1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ221606(NAD 83)
 AB1269_MARKER: I = METAL ROD
 AB1269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1269_SP_SET: STAINLESS STEEL ROD
 AB1269_STAMPING: P 1407 1981
 AB1269_MARK LOGO: NGS   
 AB1269_PROJECTION: RECESSED 2 CENTIMETERS
 AB1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1269_ROD/PIPE-DEPTH: 9.7  meters
 AB1269
 AB1269  HISTORY     - Date     Condition        Report By
 AB1269  HISTORY     - 1981     MONUMENTED       NGS
 AB1269  HISTORY     - 1990     GOOD             USPSQD
 AB1269
 AB1269                          STATION DESCRIPTION
 AB1269
 AB1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1269'31.9 KM (19.85 MI) NORT FROM RAYMONDVILLE.
 AB1269'5.1 KM (3.2 MI) NORTH ALONG U.S. BUSINESS HIGHWAY 77 FROM THE JUNCTION
 AB1269'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 26.8 KM (16.65 MI) NORTH
 AB1269'ALONG U.S. HIGHWAY 77, AT A POINT 0.2 KM (0.15 MI) SOUTH OF THE
 AB1269'MISSOURI PACIFIC RAILROAD MILPOST 66, 0.2 KM (0.1 MI) NORTH OF A BELL
 AB1269'TELEPHONE UNDERGROUND CABLE WARNING POST NUMBER 326 AND SIGN,
 AB1269'18.2 METERS (60.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 AB1269'14.7 METERS (47.5 FT) EAST OF THE EAST RAIL OF THE TRACKS.  NOTE, TWO
 AB1269'WITNESS POSTS WERE SET, ONE 0.3 METER (1.0 FT) NORTH AND ONE 0.3 METER
 AB1269'(1.0 FT) SOUTH.
 AB1269'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB1269'THE MARK IS ABOVE LEVEL WITH TRACKS.
 AB1269
 AB1269                          STATION RECOVERY (1990)
 AB1269
 AB1269'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1294 ***********************************************************************
 AB1294  DESIGNATION -  P 1408
 AB1294  PID         -  AB1294
 AB1294  STATE/COUNTY-  TX/CAMERON
 AB1294  USGS QUAD   -  SANTA ROSA (1982)
 AB1294
 AB1294                         *CURRENT SURVEY CONTROL
 AB1294  ___________________________________________________________________
 AB1294* NAD 83(1986)-  26 19 25.     (N)    097 46 53.     (W)     SCALED    
 AB1294* NAVD 88     -        14.121  (meters)      46.33   (feet)  ADJUSTED  
 AB1294  ___________________________________________________________________
 AB1294  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AB1294  DYNAMIC HT  -          14.098 (meters)      46.25  (feet)  COMP
 AB1294  MODELED GRAV-     979,039.0   (mgal)                       NAVD 88
 AB1294
 AB1294  VERT ORDER  -  FIRST     CLASS II
 AB1294
 AB1294.The horizontal coordinates were scaled from a topographic map and have
 AB1294.an estimated accuracy of +/- 6 seconds.
 AB1294
 AB1294.The orthometric height was determined by differential leveling
 AB1294.and adjusted by the National Geodetic Survey in June 1991..
 AB1294
 AB1294.The geoid height was determined by GEOID03.
 AB1294
 AB1294.The dynamic height is computed by dividing the NAVD 88
 AB1294.geopotential number by the normal gravity value computed on the
 AB1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1294.degrees latitude (g = 980.6199 gals.).
 AB1294
 AB1294.The modeled gravity was interpolated from observed gravity values.
 AB1294
 AB1294;                    North         East    Units  Estimated Accuracy
 AB1294;SPC TX S     - 5,072,990.      371,740.      MT  (+/- 180 meters Scaled)
 AB1294
 AB1294                          SUPERSEDED SURVEY CONTROL
 AB1294
 AB1294.No superseded survey control is available for this station.
 AB1294
 AB1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ216120(NAD 83)
 AB1294_MARKER: DB = BENCH MARK DISK
 AB1294_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB1294_SP_SET: CONCRETE PIER
 AB1294_STAMPING: P 1408 1981
 AB1294_MARK LOGO: NGS   
 AB1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1294
 AB1294  HISTORY     - Date     Condition        Report By
 AB1294  HISTORY     - 1981     MONUMENTED       NGS
 AB1294  HISTORY     - 19910416 GOOD             USPSQD
 AB1294  HISTORY     - 19930123 GOOD             USPSQD
 AB1294
 AB1294                          STATION DESCRIPTION
 AB1294
 AB1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1294'2.5 KM (1.55 MI) SSE FROM SEBASTIAN.
 AB1294'2.5 KM (1.55 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM
 AB1294'THE SEBASTIAN POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 506 AT THE
 AB1294'NORTHBOUND OVERPASS OF U.S. HIGHWAY 77, SET VERTICALLY IN THE CENTER
 AB1294'ONE OF THREE PIERS ON THE SOUTH SIDE OF THE HIGHWAY, 10.8 METERS
 AB1294'(30.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.8 METERS (6.0 FT)
 AB1294'SOUTH OF THE SOUTH CURB OF THE HIGHWAY.
 AB1294'THE MARK IS 1.5 M ABOVE HIGHWAY.
 AB1294
 AB1294                          STATION RECOVERY (1991)
 AB1294
 AB1294'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1294'RECOVERED IN GOOD CONDITION.
 AB1294
 AB1294                          STATION RECOVERY (1993)
 AB1294
 AB1294'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1259 ***********************************************************************
 AE1259  DESIGNATION -  P 1409
 AE1259  PID         -  AE1259
 AE1259  STATE/COUNTY-  TX/HIDALGO
 AE1259  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1259
 AE1259                         *CURRENT SURVEY CONTROL
 AE1259  ___________________________________________________________________
 AE1259* NAD 83(1986)-  26 15 10.     (N)    098 31 08.     (W)     SCALED    
 AE1259* NAVD 88     -        52.723  (meters)     172.98   (feet)  ADJUSTED  
 AE1259  ___________________________________________________________________
 AE1259  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE1259  DYNAMIC HT  -          52.635 (meters)     172.69  (feet)  COMP
 AE1259  MODELED GRAV-     978,987.1   (mgal)                       NAVD 88
 AE1259
 AE1259  VERT ORDER  -  FIRST     CLASS II
 AE1259
 AE1259.The horizontal coordinates were scaled from a topographic map and have
 AE1259.an estimated accuracy of +/- 6 seconds.
 AE1259
 AE1259.The orthometric height was determined by differential leveling
 AE1259.and adjusted by the National Geodetic Survey in June 1991..
 AE1259
 AE1259.The geoid height was determined by GEOID03.
 AE1259
 AE1259.The dynamic height is computed by dividing the NAVD 88
 AE1259.geopotential number by the normal gravity value computed on the
 AE1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1259.degrees latitude (g = 980.6199 gals.).
 AE1259
 AE1259.The modeled gravity was interpolated from observed gravity values.
 AE1259
 AE1259;                    North         East    Units  Estimated Accuracy
 AE1259;SPC TX S     - 5,064,940.      298,110.      MT  (+/- 180 meters Scaled)
 AE1259
 AE1259                          SUPERSEDED SURVEY CONTROL
 AE1259
 AE1259.No superseded survey control is available for this station.
 AE1259
 AE1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ480037(NAD 83)
 AE1259_MARKER: I = METAL ROD
 AE1259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1259_SP_SET: STAINLESS STEEL ROD
 AE1259_STAMPING: P 1409 1981
 AE1259_MARK LOGO: NGS   
 AE1259_PROJECTION: FLUSH
 AE1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1259_ROD/PIPE-DEPTH: 8.2  meters
 AE1259
 AE1259  HISTORY     - Date     Condition        Report By
 AE1259  HISTORY     - 1981     MONUMENTED       NGS
 AE1259  HISTORY     - 19920707 GOOD             USPSQD
 AE1259
 AE1259                          STATION DESCRIPTION
 AE1259
 AE1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1259'4.3 KM (2.65 MI) EAST FROM SULLIVAN CITY.
 AE1259'4.3 KM (2.65 MI) EAST ALONG U.S. HIGHWAY 83 EASTBOUND FROM THE
 AE1259'JUNCTION OF FARM ROAD 886 AT SULLIVAN CITY, ALSO 4.3 KM (2.65 MI) WEST
 AE1259'ALONG U.S. HIGHWAY 83 WESTBOUND FROM THE JUNCTION FARM ROAD 2521 SOUTH
 AE1259'AT LA JOYA, AT THE JUNCTION OF A FIELD ROAD LEADING NORTH TO THE H.
 AE1259'YTURRIA CATTLE COMPANY, 18.4 METERS (60.5 FT) NORTH NORTHEAST OF THE
 AE1259'CENTER OF THE WESTBOUND LANES, 5.3 METERS (17.5 FT) EAST SOUTHEAST OF
 AE1259'THE CENTER OF THE ROAD AND IRON GATE, 13.7 METERS (45.0 FT) SOUTH AND
 AE1259'ACROSS FENCE OF A PIPELINE, 12.2 METERS (40.0 FT) EAST NORTHEAST OF AN
 AE1259'UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 2.3 METERS (7.6 FT)
 AE1259'SOUTHEAST OF A T CORNER FENCE POST, 25.9 METERS (85.0 FT) NORTHWEST OF
 AE1259'THE WEST END OF THE HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 AE1259'AND 0.31 METERS (1.0 FT) SOUTH SOUTHWEST OF A FENCE LINE.  NOTE, ROD
 AE1259'DRIVEN TO REFUSAL.
 AE1259'THE MARK IS 0.31 METERS  SSW FROM A WITNESS POST.
 AE1259'THE MARK IS 1.0 M BELOW HIGHWAY.
 AE1259
 AE1259                          STATION RECOVERY (1992)
 AE1259
 AE1259'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0340 ***********************************************************************
 DP0340  DESIGNATION -  P 141
 DP0340  PID         -  DP0340
 DP0340  STATE/COUNTY-  TX/HALE
 DP0340  USGS QUAD   -  BARWISE (1968)
 DP0340
 DP0340                         *CURRENT SURVEY CONTROL
 DP0340  ___________________________________________________________________
 DP0340* NAD 83(1986)-  33 55 47.     (N)    101 33 59.     (W)     SCALED    
 DP0340* NAVD 88     -       991.115  (meters)    3251.68   (feet)  POSTED    
 DP0340  ___________________________________________________________________
 DP0340  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DP0340  DYNAMIC HT  -         989.850 (meters)    3247.53  (feet)  COMP
 DP0340  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 DP0340
 DP0340  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0340
 DP0340.The horizontal coordinates were scaled from a topographic map and have
 DP0340.an estimated accuracy of +/- 6 seconds.
 DP0340
 DP0340.The orthometric height was determined by differential leveling
 DP0340.and adjusted by the National Geodetic Survey in 1992..
 DP0340.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0340.rate of 1.1 thru 2.0 mm/km.
 DP0340
 DP0340.The geoid height was determined by GEOID03.
 DP0340
 DP0340.The dynamic height is computed by dividing the NAVD 88
 DP0340.geopotential number by the normal gravity value computed on the
 DP0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0340.degrees latitude (g = 980.6199 gals.).
 DP0340
 DP0340.The modeled gravity was interpolated from observed gravity values.
 DP0340
 DP0340;                    North         East    Units  Estimated Accuracy
 DP0340;SPC TXNC     - 2,255,100.      316,520.      MT  (+/- 180 meters Scaled)
 DP0340
 DP0340                          SUPERSEDED SURVEY CONTROL
 DP0340
 DP0340  NGVD 29 (??/??/92)  990.740  (m)         3250.45   (f) ADJ UNCH    1 2
 DP0340
 DP0340.Superseded values are not recommended for survey control.
 DP0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0340.See file dsdata.txt to determine how the superseded data were derived.
 DP0340
 DP0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC627573(NAD 83)
 DP0340_MARKER: DB = BENCH MARK DISK
 DP0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0340_STAMPING: 3250.453 P 141 1933
 DP0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0340+STABILITY: SURFACE MOTION
 DP0340
 DP0340  HISTORY     - Date     Condition        Report By
 DP0340  HISTORY     - 1933     MONUMENTED       CGS
 DP0340  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0340
 DP0340                          STATION DESCRIPTION
 DP0340
 DP0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DP0340'4.1 MI NE FROM PETERSBURG.
 DP0340'4.1 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0340'THE STATION AT PETERSBURG, HALE COUNTY, ABOUT 0.5 MILE SOUTH OF
 DP0340'MILEPOST L 328, AT STATION 4832+73, 96 FEET WEST OF THE TRACK, ABOUT
 DP0340'118 FEET SOUTH OF A CORNER IN THE RIGHT-OF-WAY FENCE, AND AT THE
 DP0340'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED 3250.453 P 141 1933
 DP0340'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 DP0340'GROUND.
 DP0340
 DP0340                          STATION RECOVERY (1968)
 DP0340
 DP0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0629 ***********************************************************************
 CC0629  DESIGNATION -  P 1410
 CC0629  PID         -  CC0629
 CC0629  STATE/COUNTY-  TX/PECOS
 CC0629  USGS QUAD   -  DIAMOND Y SPRING NW (1974)
 CC0629
 CC0629                         *CURRENT SURVEY CONTROL
 CC0629  ___________________________________________________________________
 CC0629* NAD 83(1993)-  31 13 57.40907(N)    102 53 29.49573(W)     ADJUSTED  
 CC0629* NAVD 88     -       756.916  (meters)    2483.32   (feet)  ADJUSTED  
 CC0629  ___________________________________________________________________
 CC0629  X           -  -1,218,000.251 (meters)                     COMP
 CC0629  Y           -  -5,321,684.792 (meters)                     COMP
 CC0629  Z           -   3,288,353.356 (meters)                     COMP
 CC0629  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 CC0629  ELLIP HEIGHT-         733.51  (meters)          (02/16/96) GPS OBS
 CC0629  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CC0629  DYNAMIC HT  -         755.840 (meters)    2479.79  (feet)  COMP
 CC0629  MODELED GRAV-     979,193.8   (mgal)                       NAVD 88
 CC0629
 CC0629  HORZ ORDER  -  THIRD
 CC0629  VERT ORDER  -  FIRST     CLASS II
 CC0629  ELLP ORDER  -  FIFTH     CLASS I
 CC0629
 CC0629.The horizontal coordinates were established by GPS observations
 CC0629.and adjusted by the National Geodetic Survey in February 1996..
 CC0629
 CC0629.The orthometric height was determined by differential leveling
 CC0629.and adjusted by the National Geodetic Survey in June 1991..
 CC0629
 CC0629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0629
 CC0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0629
 CC0629.The ellipsoidal height was determined by GPS observations
 CC0629.and is referenced to NAD 83.
 CC0629
 CC0629.The geoid height was determined by GEOID03.
 CC0629
 CC0629.The dynamic height is computed by dividing the NAVD 88
 CC0629.geopotential number by the normal gravity value computed on the
 CC0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0629.degrees latitude (g = 980.6199 gals.).
 CC0629
 CC0629.The modeled gravity was interpolated from observed gravity values.
 CC0629
 CC0629;                    North         East     Units Scale Factor Converg.
 CC0629;SPC TX C     - 3,176,395.826   456,325.035   MT  0.99988985   -1 19 03.4
 CC0629;SPC TX C     -10,421,225.31  1,497,126.39   sFT  0.99988985   -1 19 03.4
 CC0629;UTM  13      - 3,457,298.300   700,818.499   MT  1.00009745   +1 05 37.1
 CC0629
 CC0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0629!SPC TX C     -   0.99988483  x   0.99988985  =   0.99977469
 CC0629!UTM  13      -   0.99988483  x   1.00009745  =   0.99998227
 CC0629
 CC0629                          SUPERSEDED SURVEY CONTROL
 CC0629
 CC0629  ELLIP H (12/21/93)  733.22   (m)                       GP(       ) 4 1
 CC0629  NAD 83(1986)-  31 13 57.41080(N)    102 53 29.48678(W) AD(       ) 3
 CC0629  NGVD 29 (10/23/89)  756.64   (m)         2482.4    (f) LEVELING    3  
 CC0629
 CC0629.Superseded values are not recommended for survey control.
 CC0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0629.See file dsdata.txt to determine how the superseded data were derived.
 CC0629
 CC0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0081857298(NAD 83)
 CC0629_MARKER: I = METAL ROD
 CC0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0629_SP_SET: STAINLESS STEEL ROD
 CC0629_STAMPING: P 1410 1981
 CC0629_MARK LOGO: NGS   
 CC0629_PROJECTION: FLUSH
 CC0629_MAGNETIC: I = MARKER IS A STEEL ROD
 CC0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0629+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1989
 CC0629_ROD/PIPE-DEPTH: 4.0  meters
 CC0629
 CC0629  HISTORY     - Date     Condition        Report By
 CC0629  HISTORY     - 1981     MONUMENTED       NGS
 CC0629  HISTORY     - 19890203 GOOD             NGS
 CC0629
 CC0629                          STATION DESCRIPTION
 CC0629
 CC0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0629'13.5 KM (8.4 MI) SOUTH FROM GRANDFALLS.
 CC0629'13.5 KM (8.4 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0629'WITH STATE HIGHWAY 329 IN GRANDFALLS, 0.6 KM (0.4 MI) SOUTH OF THE
 CC0629'ENTRANCE ROAD TO THE EL PASO NATURAL GAS COMPANY SANTA ROSA PLANT,
 CC0629'AT A FIELD ROAD CROSSING, 17.8 METERS (58.4 FT) WEST OF THE CENTERLINE
 CC0629'OF THE HIGHWAY AND 4.2 METERS (13.8 FT) NORTH OF THE CENTER OF THE
 CC0629'ROAD AND A PIPE GATE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CC0629'5-INCH LOGO CAP.
 CC0629'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 CC0629'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CC0629
 CC0629                          STATION RECOVERY (1989)
 CC0629
 CC0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CC0629'THE STATION IS LOCATED ABOUT 38.5 KM (23.90 MI) NORTH OF FORT
 CC0629'STOCKTON, 13 KM (8.10 MI) SOUTH-SOUTHWEST OF GRANDFALLS, ALONG THE
 CC0629'RIGHT-OF-WAY OF STATE HIGHWAY 18, AT A TRACK CROSSROAD, AND ALONG THE
 CC0629'WEST FENCE.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 CC0629'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND FARM
 CC0629'ROAD 1450, ABOUT 11 KM (6.85 MI) SOUTH-SOUTHWEST OF GRANDFALLS, GO
 CC0629'SOUTH ON STATE HIGHWAY 18 FOR 1.91 KM (1.20 MI) TO A GATED TRACK
 CC0629'CROSSROAD AND THE STATION ON THE RIGHT.
 CC0629'THE STATION IS 17.8 M (58.4 FT) WEST OF THE HIGHWAY CENTER, 4.3 M
 CC0629'(14.1 FT) NORTH OF THE TRACK ROAD CENTER, 2.1 M (6.9 FT) NORTH OF A
 CC0629'NORTH PIPE GATEPOST, AND 0.4 M (1.3 FT) EAST OF A METAL WITNESS POST
 CC0629'AND FENCE.
 CC0629'DESCRIBED BY R.D.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0601 ***********************************************************************
 BP0601  DESIGNATION -  P 1411
 BP0601  PID         -  BP0601
 BP0601  STATE/COUNTY-  TX/PECOS
 BP0601  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0601
 BP0601                         *CURRENT SURVEY CONTROL
 BP0601  ___________________________________________________________________
 BP0601* NAD 83(1986)-  30 46 54.     (N)    102 48 11.     (W)     SCALED    
 BP0601* NAVD 88     -       946.798  (meters)    3106.29   (feet)  ADJUSTED  
 BP0601  ___________________________________________________________________
 BP0601  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 BP0601  DYNAMIC HT  -         945.333 (meters)    3101.48  (feet)  COMP
 BP0601  MODELED GRAV-     979,062.3   (mgal)                       NAVD 88
 BP0601
 BP0601  VERT ORDER  -  FIRST     CLASS II
 BP0601
 BP0601.The horizontal coordinates were scaled from a topographic map and have
 BP0601.an estimated accuracy of +/- 6 seconds.
 BP0601
 BP0601.The orthometric height was determined by differential leveling
 BP0601.and adjusted by the National Geodetic Survey in June 1991..
 BP0601
 BP0601.The geoid height was determined by GEOID03.
 BP0601
 BP0601.The dynamic height is computed by dividing the NAVD 88
 BP0601.geopotential number by the normal gravity value computed on the
 BP0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0601.degrees latitude (g = 980.6199 gals.).
 BP0601
 BP0601.The modeled gravity was interpolated from observed gravity values.
 BP0601
 BP0601;                    North         East    Units  Estimated Accuracy
 BP0601;SPC TX C     - 3,126,230.      463,640.      MT  (+/- 180 meters Scaled)
 BP0601
 BP0601                          SUPERSEDED SURVEY CONTROL
 BP0601
 BP0601.No superseded survey control is available for this station.
 BP0601
 BP0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ102074(NAD 83)
 BP0601_MARKER: I = METAL ROD
 BP0601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0601_SP_SET: STAINLESS STEEL ROD
 BP0601_STAMPING: P 1411 1981
 BP0601_MARK LOGO: NGS   
 BP0601_PROJECTION: FLUSH
 BP0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0601_ROD/PIPE-DEPTH: 3.4  meters
 BP0601
 BP0601  HISTORY     - Date     Condition        Report By
 BP0601  HISTORY     - 1981     MONUMENTED       NGS
 BP0601
 BP0601                          STATION DESCRIPTION
 BP0601
 BP0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0601'14.2 KM (8.8 MI) SE FROM FORT STOCKTON.
 BP0601'14.2 KM (8.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0601'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 0.7 KM (0.5 MI)
 BP0601'SOUTHEAST OF A FIELD ROAD ENTRANCE LEADING SOUTHWEST, 17.8 METERS
 BP0601'(58.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 BP0601'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0601'THE MARK IS 0.5 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0601'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0667 ***********************************************************************
 BP0667  DESIGNATION -  P 1412
 BP0667  PID         -  BP0667
 BP0667  STATE/COUNTY-  TX/TERRELL
 BP0667  USGS QUAD   -  DRYDEN (1968)
 BP0667
 BP0667                         *CURRENT SURVEY CONTROL
 BP0667  ___________________________________________________________________
 BP0667* NAD 83(1986)-  30 01 04.     (N)    102 04 34.     (W)     SCALED    
 BP0667* NAVD 88     -       650.850  (meters)    2135.33   (feet)  ADJUSTED  
 BP0667  ___________________________________________________________________
 BP0667  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BP0667  DYNAMIC HT  -         649.872 (meters)    2132.12  (feet)  COMP
 BP0667  MODELED GRAV-     979,118.6   (mgal)                       NAVD 88
 BP0667
 BP0667  VERT ORDER  -  FIRST     CLASS II
 BP0667
 BP0667.The horizontal coordinates were scaled from a topographic map and have
 BP0667.an estimated accuracy of +/- 6 seconds.
 BP0667
 BP0667.The orthometric height was determined by differential leveling
 BP0667.and adjusted by the National Geodetic Survey in June 1991..
 BP0667
 BP0667.The geoid height was determined by GEOID03.
 BP0667
 BP0667.The dynamic height is computed by dividing the NAVD 88
 BP0667.geopotential number by the normal gravity value computed on the
 BP0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0667.degrees latitude (g = 980.6199 gals.).
 BP0667
 BP0667.The modeled gravity was interpolated from observed gravity values.
 BP0667
 BP0667;                    North         East    Units  Estimated Accuracy
 BP0667;SPC TXSC     - 4,246,000.      303,300.      MT  (+/- 180 meters Scaled)
 BP0667
 BP0667                          SUPERSEDED SURVEY CONTROL
 BP0667
 BP0667.No superseded survey control is available for this station.
 BP0667
 BP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP820243(NAD 83)
 BP0667_MARKER: DB = BENCH MARK DISK
 BP0667_SETTING: 66 = SET IN ROCK OUTCROP
 BP0667_SP_SET: ROCK OUTCROP
 BP0667_STAMPING: P 1412 1981
 BP0667_MARK LOGO: NGS   
 BP0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0667
 BP0667  HISTORY     - Date     Condition        Report By
 BP0667  HISTORY     - 1981     MONUMENTED       NGS
 BP0667
 BP0667                          STATION DESCRIPTION
 BP0667
 BP0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0667'4.7 KM (2.9 MI) SE FROM DRYDEN.
 BP0667'4.7 KM (2.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0667'IN DRYDEN, IN A 6 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.4 KM
 BP0667'(0.25 MI) NORTHWEST OF A T-FENCE CORNER, 11.6 METERS (38.1 FT)
 BP0667'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.9 METERS (9.5 FT)
 BP0667'NORTHEAST OF A FENCE.
 BP0667'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 BP0667'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0623 ***********************************************************************
 BP0623  DESIGNATION -  P 1414
 BP0623  PID         -  BP0623
 BP0623  STATE/COUNTY-  TX/PECOS
 BP0623  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0623
 BP0623                         *CURRENT SURVEY CONTROL
 BP0623  ___________________________________________________________________
 BP0623* NAD 83(1986)-  30 30 36.     (N)    102 32 56.     (W)     SCALED    
 BP0623* NAVD 88     -      1077.795  (meters)    3536.07   (feet)  ADJUSTED  
 BP0623  ___________________________________________________________________
 BP0623  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 BP0623  DYNAMIC HT  -        1076.109 (meters)    3530.53  (feet)  COMP
 BP0623  MODELED GRAV-     979,040.7   (mgal)                       NAVD 88
 BP0623
 BP0623  VERT ORDER  -  FIRST     CLASS II
 BP0623
 BP0623.The horizontal coordinates were scaled from a topographic map and have
 BP0623.an estimated accuracy of +/- 6 seconds.
 BP0623
 BP0623.The orthometric height was determined by differential leveling
 BP0623.and adjusted by the National Geodetic Survey in June 1991..
 BP0623
 BP0623.The geoid height was determined by GEOID03.
 BP0623
 BP0623.The dynamic height is computed by dividing the NAVD 88
 BP0623.geopotential number by the normal gravity value computed on the
 BP0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0623.degrees latitude (g = 980.6199 gals.).
 BP0623
 BP0623.The modeled gravity was interpolated from observed gravity values.
 BP0623
 BP0623;                    North         East    Units  Estimated Accuracy
 BP0623;SPC TX C     - 3,095,610.      487,360.      MT  (+/- 180 meters Scaled)
 BP0623
 BP0623                          SUPERSEDED SURVEY CONTROL
 BP0623
 BP0623.No superseded survey control is available for this station.
 BP0623
 BP0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP352778(NAD 83)
 BP0623_MARKER: DB = BENCH MARK DISK
 BP0623_SETTING: 66 = SET IN ROCK OUTCROP
 BP0623_SP_SET: ROCK OUTCROP
 BP0623_STAMPING: P 1414 1981
 BP0623_MARK LOGO: NGS   
 BP0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0623+STABILITY: POSITION/ELEVATION WELL
 BP0623
 BP0623  HISTORY     - Date     Condition        Report By
 BP0623  HISTORY     - 1981     MONUMENTED       NGS
 BP0623
 BP0623                          STATION DESCRIPTION
 BP0623
 BP0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0623'48.2 KM (29.95 MI) NW FROM SANDERSON.
 BP0623'48.2 KM (29.95 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0623'WITH U.S. HIGHWAY 90 IN SANDERSON, 0.1 KM (0.05 MI) SOUTHEAST OF A
 BP0623'FIELD ROAD LEADING EAST, IN THE CENTER OF THE NORTH END OF A 40 BY 40
 BP0623'FT EXPOSED AREA OF OUTCROPPING BEDROCK, 15.9 METERS (52.2 FT)
 BP0623'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2.1 METERS
 BP0623'(6.9 FT) WEST-SOUTHWEST OF A FENCE.
 BP0623'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 BP0623'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0429 ***********************************************************************
 AZ0429  DESIGNATION -  P 1415
 AZ0429  PID         -  AZ0429
 AZ0429  STATE/COUNTY-  TX/VAL VERDE
 AZ0429  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0429
 AZ0429                         *CURRENT SURVEY CONTROL
 AZ0429  ___________________________________________________________________
 AZ0429* NAD 83(1986)-  29 37 03.     (N)    101 06 05.     (W)     SCALED    
 AZ0429* NAVD 88     -       433.017  (meters)    1420.66   (feet)  ADJUSTED  
 AZ0429  ___________________________________________________________________
 AZ0429  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0429  DYNAMIC HT  -         432.385 (meters)    1418.58  (feet)  COMP
 AZ0429  MODELED GRAV-     979,170.9   (mgal)                       NAVD 88
 AZ0429
 AZ0429  VERT ORDER  -  FIRST     CLASS II
 AZ0429
 AZ0429.The horizontal coordinates were scaled from a topographic map and have
 AZ0429.an estimated accuracy of +/- 6 seconds.
 AZ0429
 AZ0429.The orthometric height was determined by differential leveling
 AZ0429.and adjusted by the National Geodetic Survey in June 1991..
 AZ0429
 AZ0429.The geoid height was determined by GEOID03.
 AZ0429
 AZ0429.The dynamic height is computed by dividing the NAVD 88
 AZ0429.geopotential number by the normal gravity value computed on the
 AZ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0429.degrees latitude (g = 980.6199 gals.).
 AZ0429
 AZ0429.The modeled gravity was interpolated from observed gravity values.
 AZ0429
 AZ0429;                    North         East    Units  Estimated Accuracy
 AZ0429;SPC TXSC     - 4,199,560.      396,510.      MT  (+/- 180 meters Scaled)
 AZ0429
 AZ0429                          SUPERSEDED SURVEY CONTROL
 AZ0429
 AZ0429.No superseded survey control is available for this station.
 AZ0429
 AZ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT965782(NAD 83)
 AZ0429_MARKER: DB = BENCH MARK DISK
 AZ0429_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0429_SP_SET: ROCK OUTCROP
 AZ0429_STAMPING: P 1415 1981
 AZ0429_MARK LOGO: NGS   
 AZ0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0429+STABILITY: POSITION/ELEVATION WELL
 AZ0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0429+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0429
 AZ0429  HISTORY     - Date     Condition        Report By
 AZ0429  HISTORY     - 1981     MONUMENTED       NGS
 AZ0429  HISTORY     - 19990119 GOOD             USPSQD
 AZ0429  HISTORY     - 20030425 GOOD             USPSQD
 AZ0429
 AZ0429                          STATION DESCRIPTION
 AZ0429
 AZ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0429'10.5 KM (6.5 MI) SE FROM COMSTOCK.
 AZ0429'10.5 KM (6.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0429'WITH STATE HIGHWAY 163 IN COMSTOCK, IN A 3 BY 6 FT EXPOSED AREA
 AZ0429'OF OUTCROPPING BEDROCK, 33.0 METERS (108.3 FT) NORTHEAST OF A UTILITY
 AZ0429'POLE, 12.5 METERS (41.0 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING
 AZ0429'NORTH, 14.6 METERS (47.9 FT) SOUTHWEST OF THE NORTH POST OF A GATE,
 AZ0429'14.3 METERS (46.9 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 AZ0429'13.2 METERS (43.3 FT) SOUTHWEST OF A FENCE.
 AZ0429'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 AZ0429'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0429
 AZ0429                          STATION RECOVERY (1999)
 AZ0429
 AZ0429'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0429'RECOVERED IN GOOD CONDITION.
 AZ0429
 AZ0429                          STATION RECOVERY (2003)
 AZ0429
 AZ0429'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0406 ***********************************************************************
 AZ0406  DESIGNATION -  P 1416
 AZ0406  PID         -  AZ0406
 AZ0406  STATE/COUNTY-  TX/VAL VERDE
 AZ0406  USGS QUAD   -  SHUMLA (1973)
 AZ0406
 AZ0406                         *CURRENT SURVEY CONTROL
 AZ0406  ___________________________________________________________________
 AZ0406* NAD 83(1986)-  29 48 17.     (N)    101 28 56.     (W)     SCALED    
 AZ0406* NAVD 88     -       436.043  (meters)    1430.58   (feet)  ADJUSTED  
 AZ0406  ___________________________________________________________________
 AZ0406  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AZ0406  DYNAMIC HT  -         435.411 (meters)    1428.51  (feet)  COMP
 AZ0406  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AZ0406
 AZ0406  VERT ORDER  -  FIRST     CLASS II
 AZ0406
 AZ0406.The horizontal coordinates were scaled from a topographic map and have
 AZ0406.an estimated accuracy of +/- 6 seconds.
 AZ0406
 AZ0406.The orthometric height was determined by differential leveling
 AZ0406.and adjusted by the National Geodetic Survey in June 1991..
 AZ0406
 AZ0406.The geoid height was determined by GEOID03.
 AZ0406
 AZ0406.The dynamic height is computed by dividing the NAVD 88
 AZ0406.geopotential number by the normal gravity value computed on the
 AZ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0406.degrees latitude (g = 980.6199 gals.).
 AZ0406
 AZ0406.The modeled gravity was interpolated from observed gravity values.
 AZ0406
 AZ0406;                    North         East    Units  Estimated Accuracy
 AZ0406;SPC TXSC     - 4,221,030.      360,080.      MT  (+/- 180 meters Scaled)
 AZ0406
 AZ0406                          SUPERSEDED SURVEY CONTROL
 AZ0406
 AZ0406.No superseded survey control is available for this station.
 AZ0406
 AZ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT600997(NAD 83)
 AZ0406_MARKER: DB = BENCH MARK DISK
 AZ0406_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0406_SP_SET: ROCK OUTCROP
 AZ0406_STAMPING: P 1416 1981
 AZ0406_MARK LOGO: NGS   
 AZ0406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AZ0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0406
 AZ0406  HISTORY     - Date     Condition        Report By
 AZ0406  HISTORY     - 1981     MONUMENTED       NGS
 AZ0406  HISTORY     - 19990120 GOOD             USPSQD
 AZ0406  HISTORY     - 19990617 GOOD             NGS
 AZ0406
 AZ0406                          STATION DESCRIPTION
 AZ0406
 AZ0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0406'9.9 KM (6.15 MI) SE FROM LANGTRY.
 AZ0406'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0406'OFFICE IN LANGTRY, THENCE 8.6 KM (5.35 MI) SOUTHEAST ALONG U.S.
 AZ0406'HIGHWAY 90, 0.2 KM (0.1 MI) WEST OF A FIELD ROAD CROSSING, IN THE
 AZ0406'CENTER OF A 5 BY 6 FT EXPOSED AREA OF BEDROCK AT THE WEST END OF A
 AZ0406'HIGHWAY CUT, 16.4 METERS (53.8 FT) NORTH OF THE CENTERLINE OF THE
 AZ0406'HIGHWAY AND 13.0 METERS (42.7 FT) SOUTH OF A FENCE.
 AZ0406'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AZ0406'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 AZ0406
 AZ0406                          STATION RECOVERY (1999)
 AZ0406
 AZ0406'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0406'RECOVERED IN GOOD CONDITION.
 AZ0406
 AZ0406                          STATION RECOVERY (1999)
 AZ0406
 AZ0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 AZ0406'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0634 ***********************************************************************
 BP0634  DESIGNATION -  P 1417
 BP0634  PID         -  BP0634
 BP0634  STATE/COUNTY-  TX/PECOS
 BP0634  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0634
 BP0634                         *CURRENT SURVEY CONTROL
 BP0634  ___________________________________________________________________
 BP0634* NAD 83(1986)-  30 20 32.     (N)    102 25 55.     (W)     SCALED    
 BP0634* NAVD 88     -      1022.239  (meters)    3353.80   (feet)  ADJUSTED  
 BP0634  ___________________________________________________________________
 BP0634  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 BP0634  DYNAMIC HT  -        1020.650 (meters)    3348.58  (feet)  COMP
 BP0634  MODELED GRAV-     979,052.6   (mgal)                       NAVD 88
 BP0634
 BP0634  VERT ORDER  -  FIRST     CLASS II
 BP0634
 BP0634.The horizontal coordinates were scaled from a topographic map and have
 BP0634.an estimated accuracy of +/- 6 seconds.
 BP0634
 BP0634.The orthometric height was determined by differential leveling
 BP0634.and adjusted by the National Geodetic Survey in June 1991..
 BP0634
 BP0634.The geoid height was determined by GEOID03.
 BP0634
 BP0634.The dynamic height is computed by dividing the NAVD 88
 BP0634.geopotential number by the normal gravity value computed on the
 BP0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0634.degrees latitude (g = 980.6199 gals.).
 BP0634
 BP0634.The modeled gravity was interpolated from observed gravity values.
 BP0634
 BP0634;                    North         East    Units  Estimated Accuracy
 BP0634;SPC TX C     - 3,076,790.      498,230.      MT  (+/- 180 meters Scaled)
 BP0634
 BP0634                          SUPERSEDED SURVEY CONTROL
 BP0634
 BP0634.No superseded survey control is available for this station.
 BP0634
 BP0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP468595(NAD 83)
 BP0634_MARKER: DB = BENCH MARK DISK
 BP0634_SETTING: 66 = SET IN ROCK OUTCROP
 BP0634_SP_SET: ROCK OUTCROP
 BP0634_STAMPING: P 1417 1981
 BP0634_MARK LOGO: NGS   
 BP0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0634+STABILITY: POSITION/ELEVATION WELL
 BP0634
 BP0634  HISTORY     - Date     Condition        Report By
 BP0634  HISTORY     - 1981     MONUMENTED       NGS
 BP0634
 BP0634                          STATION DESCRIPTION
 BP0634
 BP0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0634'24.1 KM (14.95 MI) NORT FROM SANDERSON.
 BP0634'24.1 KM (14.95 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0634'WITH U.S. HIGHWAY 90 IN SANDERSON, IN AN 8 BY 20 FT EXPOSED AREA OF
 BP0634'OUTCROPPING BEDROCK AT THE JUNCTION OF STATE HIGHWAY 2400, 25.0
 BP0634'METERS (82.0 FT) SOUTH OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY
 BP0634'2400, 15.5 METERS (50.9 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 BP0634'HIGHWAY AND 15.3 METERS (50.2 FT) WEST-NORTHWEST OF A FENCE.
 BP0634'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BP0634'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0387 ***********************************************************************
 AZ0387  DESIGNATION -  P 1418
 AZ0387  PID         -  AZ0387
 AZ0387  STATE/COUNTY-  TX/TERRELL
 AZ0387  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0387
 AZ0387                         *CURRENT SURVEY CONTROL
 AZ0387  ___________________________________________________________________
 AZ0387* NAD 83(1986)-  29 54 15.     (N)    101 46 36.     (W)     SCALED    
 AZ0387* NAVD 88     -       516.392  (meters)    1694.20   (feet)  ADJUSTED  
 AZ0387  ___________________________________________________________________
 AZ0387  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AZ0387  DYNAMIC HT  -         515.628 (meters)    1691.69  (feet)  COMP
 AZ0387  MODELED GRAV-     979,147.4   (mgal)                       NAVD 88
 AZ0387
 AZ0387  VERT ORDER  -  FIRST     CLASS II
 AZ0387
 AZ0387.The horizontal coordinates were scaled from a topographic map and have
 AZ0387.an estimated accuracy of +/- 6 seconds.
 AZ0387
 AZ0387.The orthometric height was determined by differential leveling
 AZ0387.and adjusted by the National Geodetic Survey in June 1991..
 AZ0387
 AZ0387.The geoid height was determined by GEOID03.
 AZ0387
 AZ0387.The dynamic height is computed by dividing the NAVD 88
 AZ0387.geopotential number by the normal gravity value computed on the
 AZ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0387.degrees latitude (g = 980.6199 gals.).
 AZ0387
 AZ0387.The modeled gravity was interpolated from observed gravity values.
 AZ0387
 AZ0387;                    North         East    Units  Estimated Accuracy
 AZ0387;SPC TXSC     - 4,232,690.      331,880.      MT  (+/- 180 meters Scaled)
 AZ0387
 AZ0387                          SUPERSEDED SURVEY CONTROL
 AZ0387
 AZ0387.No superseded survey control is available for this station.
 AZ0387
 AZ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU318114(NAD 83)
 AZ0387_MARKER: DB = BENCH MARK DISK
 AZ0387_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0387_SP_SET: ROCK OUTCROP
 AZ0387_STAMPING: P 1418 1981
 AZ0387_MARK LOGO: NGS   
 AZ0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0387+STABILITY: POSITION/ELEVATION WELL
 AZ0387
 AZ0387  HISTORY     - Date     Condition        Report By
 AZ0387  HISTORY     - 1981     MONUMENTED       NGS
 AZ0387
 AZ0387                          STATION DESCRIPTION
 AZ0387
 AZ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0387'26.9 KM (16.7 MI) NW FROM LANGTRY.
 AZ0387'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0387'OFFICE IN LANGTRY, THENCE 25.6 KM (15.9 MI) WESTERLY ALONG U.S.
 AZ0387'HIGHWAY 90, 35.1 METERS (115.2 FT) SOUTHWEST OF THE NORTHEAST END OF
 AZ0387'A HIGHWAY CUT, 29.9 METERS (98.1 FT) SOUTHWEST OF A GUARD RAIL AND
 AZ0387'9.1 METERS (29.9 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST
 AZ0387'BOUND LANES OF THE HIGHWAY.
 AZ0387'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AZ0387'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0759 ***********************************************************************
 BP0759  DESIGNATION -  P 1419
 BP0759  PID         -  BP0759
 BP0759  STATE/COUNTY-  TX/PECOS
 BP0759  USGS QUAD   -  LONGFELLOW (1968)
 BP0759
 BP0759                         *CURRENT SURVEY CONTROL
 BP0759  ___________________________________________________________________
 BP0759* NAD 83(1986)-  30 10 16.     (N)    102 41 34.     (W)     SCALED    
 BP0759* NAVD 88     -      1079.995  (meters)    3543.28   (feet)  ADJUSTED  
 BP0759  ___________________________________________________________________
 BP0759  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BP0759  DYNAMIC HT  -        1078.275 (meters)    3537.64  (feet)  COMP
 BP0759  MODELED GRAV-     979,011.9   (mgal)                       NAVD 88
 BP0759
 BP0759  VERT ORDER  -  FIRST     CLASS II
 BP0759
 BP0759.The horizontal coordinates were scaled from a topographic map and have
 BP0759.an estimated accuracy of +/- 6 seconds.
 BP0759
 BP0759.The orthometric height was determined by differential leveling
 BP0759.and adjusted by the National Geodetic Survey in June 1991..
 BP0759
 BP0759.The geoid height was determined by GEOID03.
 BP0759
 BP0759.The dynamic height is computed by dividing the NAVD 88
 BP0759.geopotential number by the normal gravity value computed on the
 BP0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0759.degrees latitude (g = 980.6199 gals.).
 BP0759
 BP0759.The modeled gravity was interpolated from observed gravity values.
 BP0759
 BP0759;                    North         East    Units  Estimated Accuracy
 BP0759;SPC TX C     - 3,058,330.      472,760.      MT  (+/- 180 meters Scaled)
 BP0759
 BP0759                          SUPERSEDED SURVEY CONTROL
 BP0759
 BP0759.No superseded survey control is available for this station.
 BP0759
 BP0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP221399(NAD 83)
 BP0759_MARKER: I = METAL ROD
 BP0759_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0759+WITH SETTING: INFORMATION.
 BP0759_SP_SET: SHALLOW SET METAL ROD
 BP0759_STAMPING: P 1419 1981
 BP0759_MARK LOGO: NGS   
 BP0759_PROJECTION: FLUSH
 BP0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0759_ROD/PIPE-DEPTH: 0.9  meters
 BP0759
 BP0759  HISTORY     - Date     Condition        Report By
 BP0759  HISTORY     - 1981     MONUMENTED       NGS
 BP0759
 BP0759                          STATION DESCRIPTION
 BP0759
 BP0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0759'32.0 KM (19.85 MI) WEST FROM SANDERSON.
 BP0759'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0759'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 31.8 KM (19.75 MI)
 BP0759'WESTERLY ALONG U.S. HIGHWAY 90, 0.4 KM (0.25 MI) WEST OF A MULTI-BOX
 BP0759'CULVERT AND 22.9 METERS (75.1 FT) SOUTH OF THE CENTERLINE OF THE
 BP0759'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0759'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0759'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1288 ***********************************************************************
 AE1288  DESIGNATION -  P 1420
 AE1288  PID         -  AE1288
 AE1288  STATE/COUNTY-  TX/STARR
 AE1288  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1288
 AE1288                         *CURRENT SURVEY CONTROL
 AE1288  ___________________________________________________________________
 AE1288* NAD 83(1986)-  26 24 36.     (N)    098 57 44.     (W)     SCALED    
 AE1288* NAVD 88     -        54.521  (meters)     178.87   (feet)  ADJUSTED  
 AE1288  ___________________________________________________________________
 AE1288  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AE1288  DYNAMIC HT  -          54.432 (meters)     178.58  (feet)  COMP
 AE1288  MODELED GRAV-     979,029.3   (mgal)                       NAVD 88
 AE1288
 AE1288  VERT ORDER  -  FIRST     CLASS II
 AE1288
 AE1288.The horizontal coordinates were scaled from a topographic map and have
 AE1288.an estimated accuracy of +/- 6 seconds.
 AE1288
 AE1288.The orthometric height was determined by differential leveling
 AE1288.and adjusted by the National Geodetic Survey in June 1991..
 AE1288
 AE1288.The geoid height was determined by GEOID03.
 AE1288
 AE1288.The dynamic height is computed by dividing the NAVD 88
 AE1288.geopotential number by the normal gravity value computed on the
 AE1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1288.degrees latitude (g = 980.6199 gals.).
 AE1288
 AE1288.The modeled gravity was interpolated from observed gravity values.
 AE1288
 AE1288;                    North         East    Units  Estimated Accuracy
 AE1288;SPC TX S     - 5,082,440.      253,890.      MT  (+/- 180 meters Scaled)
 AE1288
 AE1288                          SUPERSEDED SURVEY CONTROL
 AE1288
 AE1288.No superseded survey control is available for this station.
 AE1288
 AE1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ037210(NAD 83)
 AE1288_MARKER: I = METAL ROD
 AE1288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1288_SP_SET: STAINLESS STEEL ROD
 AE1288_STAMPING: P 1420 1981
 AE1288_MARK LOGO: NGS   
 AE1288_PROJECTION: FLUSH
 AE1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1288_ROD/PIPE-DEPTH: 7.6  meters
 AE1288
 AE1288  HISTORY     - Date     Condition        Report By
 AE1288  HISTORY     - 1981     MONUMENTED       NGS
 AE1288
 AE1288                          STATION DESCRIPTION
 AE1288
 AE1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1288'6.9 KM (4.3 MI) EAST FROM ROMA.
 AE1288'6.9 KM (4.3 MI) EASTERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN
 AE1288'ROMA, AT A DIRT ROAD LEADING SOUTH AND CONNECTING OLD HIGHWAY 83, AT
 AE1288'THE NORTHWEST CORNER OF A LARGE VACANT LOT ENCLOSED BY A 1.2 METERS
 AE1288'(4.FT) HIGH CYCLONE FENCE, AND DIRECTLY ACROSS HIGHWAY FROM POWERLINE
 AE1288'POLE NUMBER A 9372, 15.2 METERS (50.0 FT) SOUTH OF CENTER OF HIGHWAY
 AE1288'83 EASTBOUND, 0.30 METERS (1.0 FT) WEST OF A CYCLONE FENCE,
 AE1288'0.82 METERS (2.7 FT) SOUTH OF A CYCLONE CORNER FENCE POST, 3.4 METERS
 AE1288'(11.0 FT) NORTHWEST OF A LONE (10 INCH) SYCAMORE TREE, 9.4 METERS
 AE1288'(30.7 FT) SOUTHWEST OF CENTER OF A DUAL 24 INCH CULVERT, AND
 AE1288'4.2 METERS (13.7 FT) EAST OF A DIRT ROAD LEADING SOUTH.
 AE1288'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AE1288'THE MARK IS 0.15 M BELOW HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1230 ***********************************************************************
 AE1230  DESIGNATION -  P 1421
 AE1230  PID         -  AE1230
 AE1230  STATE/COUNTY-  TX/HIDALGO
 AE1230  USGS QUAD   -  PHARR (1983)
 AE1230
 AE1230                         *CURRENT SURVEY CONTROL
 AE1230  ___________________________________________________________________
 AE1230* NAD 83(1986)-  26 07 44.     (N)    098 11 41.     (W)     SCALED    
 AE1230* NAVD 88     -        27.366  (meters)      89.78   (feet)  ADJUSTED  
 AE1230  ___________________________________________________________________
 AE1230  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AE1230  DYNAMIC HT  -          27.321 (meters)      89.64  (feet)  COMP
 AE1230  MODELED GRAV-     978,985.7   (mgal)                       NAVD 88
 AE1230
 AE1230  VERT ORDER  -  FIRST     CLASS II
 AE1230
 AE1230.The horizontal coordinates were scaled from a topographic map and have
 AE1230.an estimated accuracy of +/- 6 seconds.
 AE1230
 AE1230.The orthometric height was determined by differential leveling
 AE1230.and adjusted by the National Geodetic Survey in June 1991..
 AE1230
 AE1230.The geoid height was determined by GEOID03.
 AE1230
 AE1230.The dynamic height is computed by dividing the NAVD 88
 AE1230.geopotential number by the normal gravity value computed on the
 AE1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1230.degrees latitude (g = 980.6199 gals.).
 AE1230
 AE1230.The modeled gravity was interpolated from observed gravity values.
 AE1230
 AE1230;                    North         East    Units  Estimated Accuracy
 AE1230;SPC TX S     - 5,051,250.      330,530.      MT  (+/- 180 meters Scaled)
 AE1230
 AE1230                          SUPERSEDED SURVEY CONTROL
 AE1230
 AE1230.No superseded survey control is available for this station.
 AE1230
 AE1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP805902(NAD 83)
 AE1230_MARKER: I = METAL ROD
 AE1230_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1230_SP_SET: STAINLESS STEEL ROD
 AE1230_STAMPING: P 1421 1981
 AE1230_MARK LOGO: NGS   
 AE1230_PROJECTION: FLUSH
 AE1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1230+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 AE1230_ROD/PIPE-DEPTH: 9.75 meters
 AE1230
 AE1230  HISTORY     - Date     Condition        Report By
 AE1230  HISTORY     - 1981     MONUMENTED       NGS
 AE1230  HISTORY     - 20040107 GOOD             INDIV
 AE1230
 AE1230                          STATION DESCRIPTION
 AE1230
 AE1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1230'7.3 KM (4.55 MI) SOUTH. FROM PHARR.
 AE1230'7.3 KM (4.55 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE1230'U.S. HIGHWAY 83 BUSINESS AT PHARR, 0.6 KM (0.4 MI) NORTH OF THE
 AE1230'JUNCTION OF FARM ROAD 3072 AT LAS MILDAS AT A DIRT ROAD LEADING WEST,
 AE1230'AT A COUNTRY HOUSE, 15.6 METERS (51.1 FT) EAST OF THE CENTERLINE OF
 AE1230'THE HIGHWAY, 8.7 METERS (28.5 FT) NORTH OF THE EXTENDED CENTER OF
 AE1230'THE ROAD, 16.2 (53.2 FT) NORTH OF THE CENTER OF A PRIVATE DRIVE,
 AE1230'35.0 (114.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF A WOOD FRAME
 AE1230'HOUSE, 4.8 METERS (15.9 FT) WEST NORTHWEST OF THE WEST NORTHWEST SIDE
 AE1230'OF A ONE AND A HALF METER CISTERN, AND 0.91 METERS (3.0 FT) SOUTH OF A
 AE1230'POWERLINE POLE WITH A TRANSFORMER.
 AE1230'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 AE1230'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AE1230
 AE1230                          STATION RECOVERY (2004)
 AE1230
 AE1230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (EV)
 AE1230'LOCATED BY HALFF ASSOCIATES, MCALLEN TEXAS.  THE COVER PLATE IS
 AE1230'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1103 ***********************************************************************
 AJ1103  DESIGNATION -  P 1422
 AJ1103  PID         -  AJ1103
 AJ1103  STATE/COUNTY-  TX/WEBB
 AJ1103  USGS QUAD   -  LAREDO EAST (1980)
 AJ1103
 AJ1103                         *CURRENT SURVEY CONTROL
 AJ1103  ___________________________________________________________________
 AJ1103* NAD 83(1986)-  27 36 26.     (N)    099 29 36.     (W)     SCALED    
 AJ1103* NAVD 88     -       149.179  (meters)     489.43   (feet)  ADJUSTED  
 AJ1103  ___________________________________________________________________
 AJ1103  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AJ1103  DYNAMIC HT  -         148.945 (meters)     488.66  (feet)  COMP
 AJ1103  MODELED GRAV-     979,074.2   (mgal)                       NAVD 88
 AJ1103
 AJ1103  VERT ORDER  -  FIRST     CLASS II
 AJ1103
 AJ1103.The horizontal coordinates were scaled from a topographic map and have
 AJ1103.an estimated accuracy of +/- 6 seconds.
 AJ1103
 AJ1103.The orthometric height was determined by differential leveling
 AJ1103.and adjusted by the National Geodetic Survey in June 1991..
 AJ1103
 AJ1103.The geoid height was determined by GEOID03.
 AJ1103
 AJ1103.The dynamic height is computed by dividing the NAVD 88
 AJ1103.geopotential number by the normal gravity value computed on the
 AJ1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1103.degrees latitude (g = 980.6199 gals.).
 AJ1103
 AJ1103.The modeled gravity was interpolated from observed gravity values.
 AJ1103
 AJ1103;                    North         East    Units  Estimated Accuracy
 AJ1103;SPC TX S     - 5,215,390.      201,950.      MT  (+/- 180 meters Scaled)
 AJ1103
 AJ1103                          SUPERSEDED SURVEY CONTROL
 AJ1103
 AJ1103.No superseded survey control is available for this station.
 AJ1103
 AJ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR513537(NAD 83)
 AJ1103_MARKER: I = METAL ROD
 AJ1103_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1103_SP_SET: STAINLESS STEEL ROD
 AJ1103_STAMPING: P 1422 1981
 AJ1103_MARK LOGO: NGS   
 AJ1103_PROJECTION: RECESSED 3 CENTIMETERS
 AJ1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1103_ROD/PIPE-DEPTH: 4.9  meters
 AJ1103
 AJ1103  HISTORY     - Date     Condition        Report By
 AJ1103  HISTORY     - 1981     MONUMENTED       NGS
 AJ1103
 AJ1103                          STATION DESCRIPTION
 AJ1103
 AJ1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1103'11.7 KM (7.3 MI) NORTH FROM LAREDO.
 AJ1103'ONE AND ONE HALF BLOCKS (0.1 MI) WEST ALONG MATAMOROS STREET FROM THE
 AJ1103'POST OFFICE AT LAREDO, THENCE 9.7 KM (6.0 MI) NORTH ALONG SANTA MARIA
 AJ1103'AVENUE AND INTERSTATE HIGHWAY 35 WEST FRONTAGE ROAD, THENCE 1.9 KM
 AJ1103'(1.2 MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD, SET AT A
 AJ1103'TELEPHONE POLE WEST AND ACROSS TRACKS FROM RAILROAD MILEPOLE NUMBER
 AJ1103'405 ALSO 0.2 KM (0.15 MI) SOUTH ALONG THE INTERSTATE HIGHWAY 35 EAST
 AJ1103'FRONTAGE ROAD FROM A HIGHWAY CROSSROAD, 13.0 METERS (42.5 FT) EAST OF
 AJ1103'THE CENTERLINE OF THE EAST FRONTAGE ROAD, 13.1 METERS (43.0 FT) WEST
 AJ1103'OF THE RAIL, 22.6 METERS (74.0 FT) WEST OF THE MILEPOLE, 37.5 METERS
 AJ1103'(123.0 FT) NORTHEAST OF A THREE FOOT BY FIVE FOOT CONCRETE SEWER, AND
 AJ1103'1.3 METERS (4.3 FT) SOUTH OF THE TELEPHONE POLE, NOTE, ROD WAS DRIVEN
 AJ1103'TO REFUSAL.
 AJ1103'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 AJ1103'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0661 ***********************************************************************
 AE0661  DESIGNATION -  P 14.25 USE
 AE0661  PID         -  AE0661
 AE0661  STATE/COUNTY-  TX/STARR
 AE0661  USGS QUAD   -  LA GRULLA (1965)
 AE0661
 AE0661                         *CURRENT SURVEY CONTROL
 AE0661  ___________________________________________________________________
 AE0661* NAD 83(1986)-  26 18 12.     (N)    098 37 47.     (W)     SCALED    
 AE0661* NAVD 88     -        57.930  (meters)     190.06   (feet)  ADJUSTED  
 AE0661  ___________________________________________________________________
 AE0661  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0661  DYNAMIC HT  -          57.834 (meters)     189.74  (feet)  COMP
 AE0661  MODELED GRAV-     978,987.5   (mgal)                       NAVD 88
 AE0661
 AE0661  VERT ORDER  -  FIRST     CLASS II
 AE0661
 AE0661.The horizontal coordinates were scaled from a topographic map and have
 AE0661.an estimated accuracy of +/- 6 seconds.
 AE0661
 AE0661.The orthometric height was determined by differential leveling
 AE0661.and adjusted by the National Geodetic Survey in June 1991..
 AE0661
 AE0661.The geoid height was determined by GEOID03.
 AE0661
 AE0661.The dynamic height is computed by dividing the NAVD 88
 AE0661.geopotential number by the normal gravity value computed on the
 AE0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0661.degrees latitude (g = 980.6199 gals.).
 AE0661
 AE0661.The modeled gravity was interpolated from observed gravity values.
 AE0661
 AE0661;                    North         East    Units  Estimated Accuracy
 AE0661;SPC TX S     - 5,070,550.      287,050.      MT  (+/- 180 meters Scaled)
 AE0661
 AE0661                          SUPERSEDED SURVEY CONTROL
 AE0661
 AE0661  NGVD 29 (??/??/92)   58.006  (m)          190.31   (f) ADJ UNCH    1 2
 AE0661
 AE0661.Superseded values are not recommended for survey control.
 AE0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0661.See file dsdata.txt to determine how the superseded data were derived.
 AE0661
 AE0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ369093(NAD 83)
 AE0661_MARKER: DD = SURVEY DISK
 AE0661_SETTING: 0 = UNSPECIFIED SETTING
 AE0661_STAMPING: P 14.25 190.10
 AE0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0661
 AE0661  HISTORY     - Date     Condition        Report By
 AE0661  HISTORY     - UNK      MONUMENTED       DOD
 AE0661  HISTORY     - 1943     GOOD             NGS
 AE0661  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0661
 AE0661                          STATION DESCRIPTION
 AE0661
 AE0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0661'4.6 MI W FROM SULLIVAN CITY.
 AE0661'BENCH MARK IS ABOUT 4.6 MILES WESTERLY ALONG U.S. HIGHWAY NO. 83 FROM
 AE0661'THE POST OFFICE AT SULLIVAN CITY, AT THE INTERSECTION OF A TRACK ROAD
 AE0661'LEADING NORTH.  IT IS 30 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AE0661'THE CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF THE CENTERLINE OF THE
 AE0661'TRACK ROAD, 3.0 FEET SOUTH OF A POWERLINE POLE AND 3.0 FEET EAST OF A
 AE0661'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS ABOUT 0.8 FOOT.
 AE0661
 AE0661                          STATION RECOVERY (1981)
 AE0661
 AE0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0661'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0689 ***********************************************************************
 BP0689  DESIGNATION -  P 1426
 BP0689  PID         -  BP0689
 BP0689  STATE/COUNTY-  TX/PECOS
 BP0689  USGS QUAD   -  SADDLE BUTTE (1970)
 BP0689
 BP0689                         *CURRENT SURVEY CONTROL
 BP0689  ___________________________________________________________________
 BP0689* NAD 83(1986)-  30 58 35.     (N)    102 32 52.     (W)     SCALED    
 BP0689* NAVD 88     -       805.650  (meters)    2643.20   (feet)  ADJUSTED  
 BP0689  ___________________________________________________________________
 BP0689  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BP0689  DYNAMIC HT  -         804.484 (meters)    2639.38  (feet)  COMP
 BP0689  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 BP0689
 BP0689  VERT ORDER  -  FIRST     CLASS II
 BP0689
 BP0689.The horizontal coordinates were scaled from a topographic map and have
 BP0689.an estimated accuracy of +/- 6 seconds.
 BP0689
 BP0689.The orthometric height was determined by differential leveling
 BP0689.and adjusted by the National Geodetic Survey in June 1991..
 BP0689
 BP0689.The geoid height was determined by GEOID03.
 BP0689
 BP0689.The dynamic height is computed by dividing the NAVD 88
 BP0689.geopotential number by the normal gravity value computed on the
 BP0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0689.degrees latitude (g = 980.6199 gals.).
 BP0689
 BP0689.The modeled gravity was interpolated from observed gravity values.
 BP0689
 BP0689;                    North         East    Units  Estimated Accuracy
 BP0689;SPC TX C     - 3,147,290.      488,500.      MT  (+/- 180 meters Scaled)
 BP0689
 BP0689                          SUPERSEDED SURVEY CONTROL
 BP0689
 BP0689.No superseded survey control is available for this station.
 BP0689
 BP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ341295(NAD 83)
 BP0689_MARKER: I = METAL ROD
 BP0689_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0689+WITH SETTING: INFORMATION.
 BP0689_SP_SET: SHALLOW SET METAL ROD
 BP0689_STAMPING: P 1426 1981
 BP0689_MARK LOGO: NGS   
 BP0689_PROJECTION: FLUSH
 BP0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0689_ROD/PIPE-DEPTH: 2.7  meters
 BP0689
 BP0689  HISTORY     - Date     Condition        Report By
 BP0689  HISTORY     - 1981     MONUMENTED       NGS
 BP0689
 BP0689                          STATION DESCRIPTION
 BP0689
 BP0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0689'18.1 KM (11.25 MI) SW FROM GIRVIN.
 BP0689'18.1 KM (11.25 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 BP0689'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN AND 22.1 METERS (72.5 FT)
 BP0689'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 BP0689'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0689'THE MARK IS 0.5 METERS  NNW FROM  A FENCE AND WITNESS POST
 BP0689'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0666 ***********************************************************************
 CC0666  DESIGNATION -  P 1427
 CC0666  PID         -  CC0666
 CC0666  STATE/COUNTY-  TX/UPTON
 CC0666  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0666
 CC0666                         *CURRENT SURVEY CONTROL
 CC0666  ___________________________________________________________________
 CC0666* NAD 83(1986)-  31 09 29.     (N)    102 07 58.     (W)     SCALED    
 CC0666* NAVD 88     -       774.863  (meters)    2542.20   (feet)  ADJUSTED  
 CC0666  ___________________________________________________________________
 CC0666  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CC0666  DYNAMIC HT  -         773.744 (meters)    2538.53  (feet)  COMP
 CC0666  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 CC0666
 CC0666  VERT ORDER  -  FIRST     CLASS II
 CC0666
 CC0666.The horizontal coordinates were scaled from a topographic map and have
 CC0666.an estimated accuracy of +/- 6 seconds.
 CC0666
 CC0666.The orthometric height was determined by differential leveling
 CC0666.and adjusted by the National Geodetic Survey in June 1991..
 CC0666
 CC0666.The geoid height was determined by GEOID03.
 CC0666
 CC0666.The dynamic height is computed by dividing the NAVD 88
 CC0666.geopotential number by the normal gravity value computed on the
 CC0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0666.degrees latitude (g = 980.6199 gals.).
 CC0666
 CC0666.The modeled gravity was interpolated from observed gravity values.
 CC0666
 CC0666;                    North         East    Units  Estimated Accuracy
 CC0666;SPC TX C     - 3,166,720.      528,460.      MT  (+/- 180 meters Scaled)
 CC0666
 CC0666                          SUPERSEDED SURVEY CONTROL
 CC0666
 CC0666.No superseded survey control is available for this station.
 CC0666
 CC0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ733506(NAD 83)
 CC0666_MARKER: I = METAL ROD
 CC0666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0666_SP_SET: STAINLESS STEEL ROD
 CC0666_STAMPING: P 1427 1981
 CC0666_MARK LOGO: NGS   
 CC0666_PROJECTION: FLUSH
 CC0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0666_ROD/PIPE-DEPTH: 3.7  meters
 CC0666
 CC0666  HISTORY     - Date     Condition        Report By
 CC0666  HISTORY     - 1981     MONUMENTED       NGS
 CC0666
 CC0666                          STATION DESCRIPTION
 CC0666
 CC0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0666'9.3 KM (5.8 MI) NE FROM MCCAMEY.
 CC0666'9.3 KM (5.8 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CC0666'FARM ROAD 305 IN MCCAMEY, 1.3 KM (0.8 MI) NORTHEAST OF FARM ROAD 2463
 CC0666'AND 29.9 METERS (98.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CC0666'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0666'THE MARK IS 0.4 METERS  S FROM  A FENCE AND WITNESS POST
 CC0666'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0684 ***********************************************************************
 CB0684  DESIGNATION -  P 1428
 CB0684  PID         -  CB0684
 CB0684  STATE/COUNTY-  TX/REAGAN
 CB0684  USGS QUAD   -  BEST (1970)
 CB0684
 CB0684                         *CURRENT SURVEY CONTROL
 CB0684  ___________________________________________________________________
 CB0684* NAD 83(1986)-  31 13 15.     (N)    101 36 11.     (W)     SCALED    
 CB0684* NAVD 88     -       829.932  (meters)    2722.87   (feet)  ADJUSTED  
 CB0684  ___________________________________________________________________
 CB0684  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0684  DYNAMIC HT  -         828.721 (meters)    2718.90  (feet)  COMP
 CB0684  MODELED GRAV-     979,153.3   (mgal)                       NAVD 88
 CB0684
 CB0684  VERT ORDER  -  FIRST     CLASS II
 CB0684
 CB0684.The horizontal coordinates were scaled from a topographic map and have
 CB0684.an estimated accuracy of +/- 6 seconds.
 CB0684
 CB0684.The orthometric height was determined by differential leveling
 CB0684.and adjusted by the National Geodetic Survey in June 1991..
 CB0684
 CB0684.The geoid height was determined by GEOID03.
 CB0684
 CB0684.The dynamic height is computed by dividing the NAVD 88
 CB0684.geopotential number by the normal gravity value computed on the
 CB0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0684.degrees latitude (g = 980.6199 gals.).
 CB0684
 CB0684.The modeled gravity was interpolated from observed gravity values.
 CB0684
 CB0684;                    North         East    Units  Estimated Accuracy
 CB0684;SPC TX C     - 3,172,980.      579,030.      MT  (+/- 180 meters Scaled)
 CB0684
 CB0684                          SUPERSEDED SURVEY CONTROL
 CB0684
 CB0684.No superseded survey control is available for this station.
 CB0684
 CB0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV520569(NAD 83)
 CB0684_MARKER: I = METAL ROD
 CB0684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0684_SP_SET: STAINLESS STEEL ROD
 CB0684_STAMPING: P 1428 1981
 CB0684_MARK LOGO: NGS   
 CB0684_PROJECTION: FLUSH
 CB0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0684_ROD/PIPE-DEPTH: 3.7  meters
 CB0684
 CB0684  HISTORY     - Date     Condition        Report By
 CB0684  HISTORY     - 1981     MONUMENTED       NGS
 CB0684
 CB0684                          STATION DESCRIPTION
 CB0684
 CB0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0684'13.2 KM (8.2 MI) WEST FROM BIG LAKE.
 CB0684'13.2 KM (8.2 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0684'STATE HIGHWAY 137 IN BIG LAKE AND 17.8 METERS (85.4 FT)
 CB0684'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CB0684'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0684'THE MARK IS 0.4 METERS  NNE FROM  A FENCE AND WITNESS POST
 CB0684'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0748 ***********************************************************************
 CA0748  DESIGNATION -  P 1429
 CA0748  PID         -  CA0748
 CA0748  STATE/COUNTY-  TX/MCCULLOCH
 CA0748  USGS QUAD   -  MELVIN (1960)
 CA0748
 CA0748                         *CURRENT SURVEY CONTROL
 CA0748  ___________________________________________________________________
 CA0748* NAD 83(1986)-  31 13 37.     (N)    099 36 09.     (W)     SCALED    
 CA0748* NAVD 88     -       572.254  (meters)    1877.47   (feet)  ADJUSTED  
 CA0748  ___________________________________________________________________
 CA0748  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CA0748  DYNAMIC HT  -         571.475 (meters)    1874.91  (feet)  COMP
 CA0748  MODELED GRAV-     979,260.3   (mgal)                       NAVD 88
 CA0748
 CA0748  VERT ORDER  -  FIRST     CLASS II
 CA0748
 CA0748.The horizontal coordinates were scaled from a topographic map and have
 CA0748.an estimated accuracy of +/- 6 seconds.
 CA0748
 CA0748.The orthometric height was determined by differential leveling
 CA0748.and adjusted by the National Geodetic Survey in June 1991..
 CA0748
 CA0748.The geoid height was determined by GEOID03.
 CA0748
 CA0748.The dynamic height is computed by dividing the NAVD 88
 CA0748.geopotential number by the normal gravity value computed on the
 CA0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0748.degrees latitude (g = 980.6199 gals.).
 CA0748
 CA0748.The modeled gravity was interpolated from observed gravity values.
 CA0748
 CA0748;                    North         East    Units  Estimated Accuracy
 CA0748;SPC TX C     - 3,173,190.      769,620.      MT  (+/- 180 meters Scaled)
 CA0748
 CA0748                          SUPERSEDED SURVEY CONTROL
 CA0748
 CA0748.No superseded survey control is available for this station.
 CA0748
 CA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV426549(NAD 83)
 CA0748_MARKER: I = METAL ROD
 CA0748_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0748+WITH SETTING: INFORMATION.
 CA0748_SP_SET: SHALLOW SET METAL ROD
 CA0748_STAMPING: P 1429 1981
 CA0748_MARK LOGO: NGS   
 CA0748_PROJECTION: FLUSH
 CA0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0748_ROD/PIPE-DEPTH: 2.1  meters
 CA0748
 CA0748  HISTORY     - Date     Condition        Report By
 CA0748  HISTORY     - 1981     MONUMENTED       NGS
 CA0748  HISTORY     - 19990221 GOOD             USPSQD
 CA0748
 CA0748                          STATION DESCRIPTION
 CA0748
 CA0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0748'23.7 KM (14.7 MI) SE FROM EDEN.
 CA0748'23.7 KM (14.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CA0748'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 0.3 KM (0.2 MI) NORTHWEST OF
 CA0748'THE JUNCTION OF FARM ROAD 503, 48.2 METERS (158.1 FT) EAST-SOUTHEAST
 CA0748'OF THE CENTER OF A FIELD ENTRANCE ROAD AND 14.6 METERS (47.9 FT)
 CA0748'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CA0748'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0748'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CA0748'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 CA0748
 CA0748                          STATION RECOVERY (1999)
 CA0748
 CA0748'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0209 ***********************************************************************
 CV0209  DESIGNATION -  P 143
 CV0209  PID         -  CV0209
 CV0209  STATE/COUNTY-  TX/GAINES
 CV0209  USGS QUAD   -  SEMINOLE (1970)
 CV0209
 CV0209                         *CURRENT SURVEY CONTROL
 CV0209  ___________________________________________________________________
 CV0209* NAD 83(1986)-  32 39 18.     (N)    102 38 38.     (W)     SCALED    
 CV0209* NAVD 88     -       993.046  (meters)    3258.02   (feet)  POSTED    
 CV0209  ___________________________________________________________________
 CV0209  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 CV0209  DYNAMIC HT  -         991.700 (meters)    3253.60  (feet)  COMP
 CV0209  MODELED GRAV-     979,248.2   (mgal)                       NAVD 88
 CV0209
 CV0209  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0209
 CV0209.The horizontal coordinates were scaled from a topographic map and have
 CV0209.an estimated accuracy of +/- 6 seconds.
 CV0209
 CV0209.The orthometric height was determined by differential leveling
 CV0209.and adjusted by the National Geodetic Survey in 1992..
 CV0209.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0209.rate of 3.1 thru 4.0 mm/km.
 CV0209
 CV0209.The geoid height was determined by GEOID03.
 CV0209
 CV0209.The dynamic height is computed by dividing the NAVD 88
 CV0209.geopotential number by the normal gravity value computed on the
 CV0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0209.degrees latitude (g = 980.6199 gals.).
 CV0209
 CV0209.The modeled gravity was interpolated from observed gravity values.
 CV0209
 CV0209;                    North         East    Units  Estimated Accuracy
 CV0209;SPC TXNC     - 2,117,260.      211,380.      MT  (+/- 180 meters Scaled)
 CV0209
 CV0209                          SUPERSEDED SURVEY CONTROL
 CV0209
 CV0209  NGVD 29 (??/??/92)  992.726  (m)         3256.97   (f) ADJ UNCH    1 2
 CV0209
 CV0209.Superseded values are not recommended for survey control.
 CV0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0209.See file dsdata.txt to determine how the superseded data were derived.
 CV0209
 CV0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS209154(NAD 83)
 CV0209_MARKER: DB = BENCH MARK DISK
 CV0209_SETTING: 0 = UNSPECIFIED SETTING
 CV0209_STAMPING: P 143 1934
 CV0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0209
 CV0209  HISTORY     - Date     Condition        Report By
 CV0209  HISTORY     - 1934     MONUMENTED       CGS
 CV0209  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0209
 CV0209                          STATION DESCRIPTION
 CV0209
 CV0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0209'4.4 MI S FROM SEMINOLE.
 CV0209'4.4 MI. S. ALONG STATE HWY NO. 137 FROM COURTHOUSE ON THE RIGHT OF WAY
 CV0209'OF STATE HWY NO. 137, 50 FEET EAST OF CENTERLINE OF HIGHWAY, 48 FEET
 CV0209'SOUTH OF HIGHWAY CONCRETE RIGHT OF WAY MARKER, AND 32 FEET SOUTH OF
 CV0209'TELEPHONE POLE ON SMALL KNOLL.
 CV0209
 CV0209                          STATION RECOVERY (1969)
 CV0209
 CV0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0793 ***********************************************************************
 CB0793  DESIGNATION -  P 1430
 CB0793  PID         -  CB0793
 CB0793  STATE/COUNTY-  TX/CONCHO
 CB0793  USGS QUAD   -  VICK (1984)
 CB0793
 CB0793                         *CURRENT SURVEY CONTROL
 CB0793  ___________________________________________________________________
 CB0793* NAD 83(1986)-  31 15 36.     (N)    100 01 12.     (W)     SCALED    
 CB0793* NAVD 88     -       592.481  (meters)    1943.83   (feet)  ADJUSTED  
 CB0793  ___________________________________________________________________
 CB0793  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CB0793  DYNAMIC HT  -         591.665 (meters)    1941.15  (feet)  COMP
 CB0793  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 CB0793
 CB0793  VERT ORDER  -  FIRST     CLASS II
 CB0793
 CB0793.The horizontal coordinates were scaled from a topographic map and have
 CB0793.an estimated accuracy of +/- 6 seconds.
 CB0793
 CB0793.The orthometric height was determined by differential leveling
 CB0793.and adjusted by the National Geodetic Survey in June 1991..
 CB0793
 CB0793.The geoid height was determined by GEOID03.
 CB0793
 CB0793.The dynamic height is computed by dividing the NAVD 88
 CB0793.geopotential number by the normal gravity value computed on the
 CB0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0793.degrees latitude (g = 980.6199 gals.).
 CB0793
 CB0793.The modeled gravity was interpolated from observed gravity values.
 CB0793
 CB0793;                    North         East    Units  Estimated Accuracy
 CB0793;SPC TX C     - 3,176,670.      729,840.      MT  (+/- 180 meters Scaled)
 CB0793
 CB0793                          SUPERSEDED SURVEY CONTROL
 CB0793
 CB0793.No superseded survey control is available for this station.
 CB0793
 CB0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV028588(NAD 83)
 CB0793_MARKER: I = METAL ROD
 CB0793_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0793+WITH SETTING: INFORMATION.
 CB0793_SP_SET: SHALLOW SET METAL ROD
 CB0793_STAMPING: P 1430 1981
 CB0793_MARK LOGO: NGS   
 CB0793_PROJECTION: FLUSH
 CB0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0793_ROD/PIPE-DEPTH: 2.7  meters
 CB0793
 CB0793  HISTORY     - Date     Condition        Report By
 CB0793  HISTORY     - 1981     MONUMENTED       NGS
 CB0793  HISTORY     - 19991231 GOOD             USPSQD
 CB0793
 CB0793                          STATION DESCRIPTION
 CB0793
 CB0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0793'18.7 KM (11.6 MI) NW FROM EDEN.
 CB0793'18.7 KM (11.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CB0793'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 0.7 KM (0.45 MI) NORTHWEST OF A
 CB0793'TRACK ROAD LEADING NORTHEAST, 28.7 METERS (94.2 FT) EAST-NORTHEAST OF
 CB0793'THE CENTERLINE OF THE HIGHWAY AND 1.5 METERS (4.9 FT) NORTH-NORTHWEST
 CB0793'OF A 3-INCH STEEL PIPE FENCE POST FILLED WITH CONCRETE.  NOTE=ACCESS
 CB0793'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0793'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 CB0793'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CB0793
 CB0793                          STATION RECOVERY (1999)
 CB0793
 CB0793'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0769 ***********************************************************************
 CB0769  DESIGNATION -  P 1431
 CB0769  PID         -  CB0769
 CB0769  STATE/COUNTY-  TX/TOM GREEN
 CB0769  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0769
 CB0769                         *CURRENT SURVEY CONTROL
 CB0769  ___________________________________________________________________
 CB0769* NAD 83(1986)-  31 23 41.     (N)    100 22 55.     (W)     SCALED    
 CB0769* NAVD 88     -       568.238  (meters)    1864.29   (feet)  ADJUSTED  
 CB0769  ___________________________________________________________________
 CB0769  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0769  DYNAMIC HT  -         567.457 (meters)    1861.73  (feet)  COMP
 CB0769  MODELED GRAV-     979,248.6   (mgal)                       NAVD 88
 CB0769
 CB0769  VERT ORDER  -  FIRST     CLASS II
 CB0769
 CB0769.The horizontal coordinates were scaled from a topographic map and have
 CB0769.an estimated accuracy of +/- 6 seconds.
 CB0769
 CB0769.The orthometric height was determined by differential leveling
 CB0769.and adjusted by the National Geodetic Survey in June 1991..
 CB0769
 CB0769.The geoid height was determined by GEOID03.
 CB0769
 CB0769.The dynamic height is computed by dividing the NAVD 88
 CB0769.geopotential number by the normal gravity value computed on the
 CB0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0769.degrees latitude (g = 980.6199 gals.).
 CB0769
 CB0769.The modeled gravity was interpolated from observed gravity values.
 CB0769
 CB0769;                    North         East    Units  Estimated Accuracy
 CB0769;SPC TX C     - 3,191,570.      695,380.      MT  (+/- 180 meters Scaled)
 CB0769
 CB0769                          SUPERSEDED SURVEY CONTROL
 CB0769
 CB0769.No superseded survey control is available for this station.
 CB0769
 CB0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV686741(NAD 83)
 CB0769_MARKER: I = METAL ROD
 CB0769_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0769+WITH SETTING: INFORMATION.
 CB0769_SP_SET: SHALLOW SET METAL ROD
 CB0769_STAMPING: P 1431 1981
 CB0769_MARK LOGO: NGS   
 CB0769_PROJECTION: FLUSH
 CB0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0769_ROD/PIPE-DEPTH: 2.4  meters
 CB0769
 CB0769  HISTORY     - Date     Condition        Report By
 CB0769  HISTORY     - 1981     MONUMENTED       NGS
 CB0769
 CB0769                          STATION DESCRIPTION
 CB0769
 CB0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0769'9.4 KM (5.85 MI) SE FROM SAN ANGELO.
 CB0769'3.7 KM (2.3 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET FROM THE
 CB0769'ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE
 CB0769'5.7 KM (3.55 MI) SOUTHEASTERLY ALONG FARM ROAD 1223 (SAN ANTONIO
 CB0769'HIGHWAY), 50.0 METERS (164.0 FT) SOUTHEAST OF THE CENTER OF A PRIVATE
 CB0769'DRIVE, 16.6 METERS (54.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CB0769'HIGHWAY AND 1.7 METERS (5.6 FT) NORTHWEST OF THE FENCE CORNER.
 CB0769'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0769'THE MARK IS 0.3 METERS  NE FROM  A FENCE AND WITNESS POST
 CB0769'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0502 ***********************************************************************
 AZ0502  DESIGNATION -  P 1432
 AZ0502  PID         -  AZ0502
 AZ0502  STATE/COUNTY-  TX/KINNEY
 AZ0502  USGS QUAD   -  ODLAW (1974)
 AZ0502
 AZ0502                         *CURRENT SURVEY CONTROL
 AZ0502  ___________________________________________________________________
 AZ0502* NAD 83(1986)-  29 13 53.     (N)    100 13 24.     (W)     SCALED    
 AZ0502* NAVD 88     -       322.919  (meters)    1059.44   (feet)  ADJUSTED  
 AZ0502  ___________________________________________________________________
 AZ0502  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0502  DYNAMIC HT  -         322.449 (meters)    1057.90  (feet)  COMP
 AZ0502  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 AZ0502
 AZ0502  VERT ORDER  -  FIRST     CLASS II
 AZ0502
 AZ0502.The horizontal coordinates were scaled from a topographic map and have
 AZ0502.an estimated accuracy of +/- 6 seconds.
 AZ0502
 AZ0502.The orthometric height was determined by differential leveling
 AZ0502.and adjusted by the National Geodetic Survey in June 1991..
 AZ0502
 AZ0502.The geoid height was determined by GEOID03.
 AZ0502
 AZ0502.The dynamic height is computed by dividing the NAVD 88
 AZ0502.geopotential number by the normal gravity value computed on the
 AZ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0502.degrees latitude (g = 980.6199 gals.).
 AZ0502
 AZ0502.The modeled gravity was interpolated from observed gravity values.
 AZ0502
 AZ0502;                    North         East    Units  Estimated Accuracy
 AZ0502;SPC TXSC     - 4,155,560.      481,080.      MT  (+/- 180 meters Scaled)
 AZ0502
 AZ0502                          SUPERSEDED SURVEY CONTROL
 AZ0502
 AZ0502.No superseded survey control is available for this station.
 AZ0502
 AZ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT811342(NAD 83)
 AZ0502_MARKER: I = METAL ROD
 AZ0502_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AZ0502+WITH SETTING: INFORMATION.
 AZ0502_SP_SET: SHALLOW SET METAL ROD
 AZ0502_STAMPING: P 1432 1982
 AZ0502_MARK LOGO: NGS   
 AZ0502_PROJECTION: FLUSH
 AZ0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0502_ROD/PIPE-DEPTH: 2.3  meters
 AZ0502
 AZ0502  HISTORY     - Date     Condition        Report By
 AZ0502  HISTORY     - 1982     MONUMENTED       NGS
 AZ0502
 AZ0502                          STATION DESCRIPTION
 AZ0502
 AZ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0502'22.9 KM (14.2 MI) ENE FROM SPOFFORD.
 AZ0502'22.9 KM (14.2 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM THE
 AZ0502'JUNCTION OF STATE ROUTE 131 IN SPOFFORD 0.08 KM (0.05 MI) NORTHEAST OF
 AZ0502'SOUTHERN PACIFIC MILEMARKER NUMBER 328, AT A RIGHT OF WAY FENCE LINE
 AZ0502'OFFSET, 19.1 METERS (62.7 FT) NORTH NORTHWEST OF CENTERLINE OF ROAD,
 AZ0502'9.8 METERS (32.0 FT) SOUTH SOUTHEAST OF A FENCE LINE, 0.30 METERS
 AZ0502'(1.0 FT) NORTHEAST OF A FENCE, AND 0.61 METERS (2.0 FT) NORTH
 AZ0502'NORTHWEST OF A CORNER FENCE POST.  NOTE, ROD DRIVEN TO REFUSAL.
 AZ0502'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 AZ0502'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0523 ***********************************************************************
 AZ0523  DESIGNATION -  P 1433
 AZ0523  PID         -  AZ0523
 AZ0523  STATE/COUNTY-  TX/KINNEY
 AZ0523  USGS QUAD   -  SPOFFORD (1974)
 AZ0523
 AZ0523                         *CURRENT SURVEY CONTROL
 AZ0523  ___________________________________________________________________
 AZ0523* NAD 83(1986)-  29 08 45.     (N)    100 25 44.     (W)     SCALED    
 AZ0523* NAVD 88     -       298.483  (meters)     979.27   (feet)  ADJUSTED  
 AZ0523  ___________________________________________________________________
 AZ0523  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0523  DYNAMIC HT  -         298.047 (meters)     977.84  (feet)  COMP
 AZ0523  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 AZ0523
 AZ0523  VERT ORDER  -  FIRST     CLASS II
 AZ0523
 AZ0523.The horizontal coordinates were scaled from a topographic map and have
 AZ0523.an estimated accuracy of +/- 6 seconds.
 AZ0523
 AZ0523.The orthometric height was determined by differential leveling
 AZ0523.and adjusted by the National Geodetic Survey in June 1991..
 AZ0523
 AZ0523.The geoid height was determined by GEOID03.
 AZ0523
 AZ0523.The dynamic height is computed by dividing the NAVD 88
 AZ0523.geopotential number by the normal gravity value computed on the
 AZ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0523.degrees latitude (g = 980.6199 gals.).
 AZ0523
 AZ0523.The modeled gravity was interpolated from observed gravity values.
 AZ0523
 AZ0523;                    North         East    Units  Estimated Accuracy
 AZ0523;SPC TXSC     - 4,146,310.      460,990.      MT  (+/- 180 meters Scaled)
 AZ0523
 AZ0523                          SUPERSEDED SURVEY CONTROL
 AZ0523
 AZ0523.No superseded survey control is available for this station.
 AZ0523
 AZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT610249(NAD 83)
 AZ0523_MARKER: I = METAL ROD
 AZ0523_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AZ0523+WITH SETTING: INFORMATION.
 AZ0523_SP_SET: SHALLOW SET METAL ROD
 AZ0523_STAMPING: P 1433 1982
 AZ0523_MARK LOGO: NGS   
 AZ0523_PROJECTION: FLUSH
 AZ0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0523_ROD/PIPE-DEPTH: 2.7  meters
 AZ0523
 AZ0523  HISTORY     - Date     Condition        Report By
 AZ0523  HISTORY     - 1982     MONUMENTED       NGS
 AZ0523  HISTORY     - 19960109 GOOD             USPSQD
 AZ0523
 AZ0523                          STATION DESCRIPTION
 AZ0523
 AZ0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0523'3.4 KM (2.1 MI) SSW FROM SPOFFORD.
 AZ0523'3.4 KM (2.1 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AZ0523'JUNCTION OF FARM ROAD 1572 IN SPOFFORD AT THE JUNCTION OF FARM ROAD
 AZ0523'1908, 27.6 METERS (90.5 FT) WEST NORTHWEST OF CENTERLINE OF THE
 AZ0523'HIGHWAY, 13.7 METERS (45.0 FT) SOUTHWEST OF CENTER OF FARM ROAD,
 AZ0523'1.5 METERS (5.0 FT) SOUTHWEST OF CORNER FENCE POST, AND 0.3 METER
 AZ0523'(1.0 FT) SOUTHEAST OF FENCE LINE, NOTE, ROD DRIVEN TO REFUSAL.
 AZ0523'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 AZ0523'THE MARK IS 0.3 M ABOVE FARM ROAD.
 AZ0523
 AZ0523                          STATION RECOVERY (1996)
 AZ0523
 AZ0523'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2153 ***********************************************************************
 AY2153  DESIGNATION -  P 1434 RESET
 AY2153  PID         -  AY2153
 AY2153  STATE/COUNTY-  TX/MEDINA
 AY2153  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY2153
 AY2153                         *CURRENT SURVEY CONTROL
 AY2153  ___________________________________________________________________
 AY2153* NAD 83(1986)-  29 20 56.     (N)    099 01 15.     (W)     SCALED    
 AY2153* NAVD 88     -       290.08   (meters)     951.7    (feet)  RESET     
 AY2153  ___________________________________________________________________
 AY2153  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AY2153
 AY2153  VERT ORDER  -  THIRD
 AY2153
 AY2153.The horizontal coordinates were scaled from a topographic map and have
 AY2153.an estimated accuracy of +/- 6 seconds.
 AY2153
 AY2153.The orthometric height was computed from unverified reset data.
 AY2153
 AY2153.The geoid height was determined by GEOID03.
 AY2153
 AY2153;                    North         East    Units  Estimated Accuracy
 AY2153;SPC TXSC     - 4,167,960.      597,980.      MT  (+/- 180 meters Scaled)
 AY2153
 AY2153                          SUPERSEDED SURVEY CONTROL
 AY2153
 AY2153.No superseded survey control is available for this station.
 AY2153
 AY2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT979466(NAD 83)
 AY2153_MARKER: DV = VERTICAL CONTROL DISK
 AY2153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY2153_SP_SET: HEADWALL
 AY2153_STAMPING: P 1434 RESET 1986
 AY2153_MARK LOGO: NGS   
 AY2153_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2153+STABILITY: SURFACE MOTION
 AY2153
 AY2153  HISTORY     - Date     Condition        Report By
 AY2153  HISTORY     - 1986     MONUMENTED       TXHD
 AY2153  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY2153
 AY2153                          STATION DESCRIPTION
 AY2153
 AY2153'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 AY2153'LOCATED ON NORTH SIDE OF DIVIDED HIGHWAY, 1.82 MILES (2.93 KM) WEST OF
 AY2153'INTERSECTION WITH COUNTY ROADS LOCATED IN DUNLAY, AND 2.12 MILES
 AY2153'(3.41 KM) EAST OF HONDO CREEK CROSSING, 133.04 FT (40.55 M) RIGHT OF
 AY2153'BASELINE STATION 705+15, A FIBERGLASS POST IS LOCATED WITHIN 1 FOOT
 AY2153'(0.3 M) OF NEW MARK.
 AY2153
 AY2153                          STATION RECOVERY (2005)
 AY2153
 AY2153'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 AY2153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1207 ***********************************************************************
 AB1207  DESIGNATION -  P 1435
 AB1207  PID         -  AB1207
 AB1207  STATE/COUNTY-  TX/CAMERON
 AB1207  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1207
 AB1207                         *CURRENT SURVEY CONTROL
 AB1207  ___________________________________________________________________
 AB1207* NAD 83(1986)-  25 57 53.     (N)    097 27 15.     (W)     SCALED    
 AB1207* NAVD 88     -         6.591  (meters)      21.62   (feet)  ADJUSTED  
 AB1207  ___________________________________________________________________
 AB1207  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 AB1207  DYNAMIC HT  -           6.581 (meters)      21.59  (feet)  COMP
 AB1207  MODELED GRAV-     979,035.3   (mgal)                       NAVD 88
 AB1207
 AB1207  VERT ORDER  -  FIRST     CLASS II
 AB1207
 AB1207.The horizontal coordinates were scaled from a topographic map and have
 AB1207.an estimated accuracy of +/- 6 seconds.
 AB1207
 AB1207.The orthometric height was determined by differential leveling
 AB1207.and adjusted by the National Geodetic Survey in June 1991..
 AB1207
 AB1207.The geoid height was determined by GEOID03.
 AB1207
 AB1207.The dynamic height is computed by dividing the NAVD 88
 AB1207.geopotential number by the normal gravity value computed on the
 AB1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1207.degrees latitude (g = 980.6199 gals.).
 AB1207
 AB1207.The modeled gravity was interpolated from observed gravity values.
 AB1207
 AB1207;                    North         East    Units  Estimated Accuracy
 AB1207;SPC TX S     - 5,033,460.      404,740.      MT  (+/- 180 meters Scaled)
 AB1207
 AB1207                          SUPERSEDED SURVEY CONTROL
 AB1207
 AB1207.No superseded survey control is available for this station.
 AB1207
 AB1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP547726(NAD 83)
 AB1207_MARKER: I = METAL ROD
 AB1207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1207_SP_SET: STAINLESS STEEL ROD
 AB1207_STAMPING: P 1435 1982
 AB1207_MARK LOGO: NGS   
 AB1207_PROJECTION: FLUSH
 AB1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1207_ROD/PIPE-DEPTH: 15.8 meters
 AB1207
 AB1207  HISTORY     - Date     Condition        Report By
 AB1207  HISTORY     - 1982     MONUMENTED       NGS
 AB1207  HISTORY     - 1990     GOOD             USPSQD
 AB1207  HISTORY     - 19910306 GOOD             USPSQD
 AB1207
 AB1207                          STATION DESCRIPTION
 AB1207
 AB1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1207'9.8 KM (6.2 MI) NE FROM BROWNSVILLE.
 AB1207'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1207'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB1207'STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE 4.0 KM (2.5 MI) NORTH
 AB1207'ALONG ROBINDALE ROAD, THENCE 0.3 KM (0.2 MI) NORTH ALONG OLD PORT
 AB1207'ISABEL ROAD AT TWO POWERLINE POLES WITH THREE LARGE TRANSFORMERS ON
 AB1207'THE EAST SIDE OF THE ROAD, 9.4 METERS (31.0 FT) EAST OF THE CENTERLINE
 AB1207'OF OLD PORT ISABEL ROAD, 19.3 METERS (63.5 FT) NORTH OF THE SOUTH END
 AB1207'OF A CHAIN LINK FENCE, 3.0 METERS (10.0 FT) SOUTH OF A POWERLINE POLE,
 AB1207'2.3 METERS (7.5 FT) NORTH OF A POWERLINE POLE, AND 0.3 METER (1.0 FT)
 AB1207'WEST OF A CHAIN LINK FENCE.
 AB1207'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AB1207'THE MARK IS 0.46 M BELOW OLD PORT ISABEL ROAD.
 AB1207
 AB1207                          STATION RECOVERY (1990)
 AB1207
 AB1207'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB1207'RECOVERED IN GOOD CONDITION.
 AB1207
 AB1207                          STATION RECOVERY (1991)
 AB1207
 AB1207'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0533 ***********************************************************************
 AZ0533  DESIGNATION -  P 1436
 AZ0533  PID         -  AZ0533
 AZ0533  STATE/COUNTY-  TX/VAL VERDE
 AZ0533  USGS QUAD   -  MUD CREEK NORTH (1978)
 AZ0533
 AZ0533                         *CURRENT SURVEY CONTROL
 AZ0533  ___________________________________________________________________
 AZ0533* NAD 83(1986)-  29 23 25.     (N)    100 42 36.     (W)     SCALED    
 AZ0533* NAVD 88     -       324.007  (meters)    1063.01   (feet)  ADJUSTED  
 AZ0533  ___________________________________________________________________
 AZ0533  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0533  DYNAMIC HT  -         323.531 (meters)    1061.45  (feet)  COMP
 AZ0533  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 AZ0533
 AZ0533  VERT ORDER  -  FIRST     CLASS II
 AZ0533
 AZ0533.The horizontal coordinates were scaled from a topographic map and have
 AZ0533.an estimated accuracy of +/- 6 seconds.
 AZ0533
 AZ0533.The orthometric height was determined by differential leveling
 AZ0533.and adjusted by the National Geodetic Survey in June 1991..
 AZ0533
 AZ0533.The geoid height was determined by GEOID03.
 AZ0533
 AZ0533.The dynamic height is computed by dividing the NAVD 88
 AZ0533.geopotential number by the normal gravity value computed on the
 AZ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0533.degrees latitude (g = 980.6199 gals.).
 AZ0533
 AZ0533.The modeled gravity was interpolated from observed gravity values.
 AZ0533
 AZ0533;                    North         East    Units  Estimated Accuracy
 AZ0533;SPC TXSC     - 4,173,760.      434,040.      MT  (+/- 180 meters Scaled)
 AZ0533
 AZ0533                          SUPERSEDED SURVEY CONTROL
 AZ0533
 AZ0533.No superseded survey control is available for this station.
 AZ0533
 AZ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT340524(NAD 83)
 AZ0533_MARKER: DB = BENCH MARK DISK
 AZ0533_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0533_SP_SET: ROCK OUTCROP
 AZ0533_STAMPING: P 1436 1982
 AZ0533_MARK LOGO: NGS   
 AZ0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0533+STABILITY: POSITION/ELEVATION WELL
 AZ0533
 AZ0533  HISTORY     - Date     Condition        Report By
 AZ0533  HISTORY     - 1982     MONUMENTED       NGS
 AZ0533  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0533
 AZ0533                          STATION DESCRIPTION
 AZ0533
 AZ0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0533'21.8 KM (13.55 MI) EAST FROM DEL RIO.
 AZ0533'2.2 KM (1.4 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 90 AND 277 (AVENUE
 AZ0533'F STREET) FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF U.S.
 AZ0533'HIGHWAY 90 EAST (GIBBS STREET), THENCE 19.6 KM (12.15 MI) EAST ALONG
 AZ0533'HIGHWAY 90 AT THE EAST-SOUTHEAST END OF A ROCKY CUTBANK ON THE SOUTH
 AZ0533'OF THE HIGHWAY, 122.0 METERS (400.5 FT) SOUTHEAST AND ACROSS THE
 AZ0533'HIGHWAY FROM A HISTORICAL MARKER, ABOUT 0.2 KM (0.15 MI) WEST
 AZ0533'NORTHWEST OF THE WEST-NORTHWEST END OF THE CONCRETE HIGHWAY BRIDGE
 AZ0533'OVER SYCAMORE CREEK, DISK CEMENTED IN TOP OF A FLAT AREA OF BEDROCK,
 AZ0533'21.4 METERS (70.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 90,
 AZ0533'2.5 METERS (8.5 FT) NORTH-NORTHEAST OF A FENCELINE, 34.1 METERS (112.0
 AZ0533'FT) WEST OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT
 AZ0533'UNDER HIGHWAY 90 WHICH IS ABOUT 3.6 METERS (12.0 FT) BELOW HIGHWAY.
 AZ0533'THE MARK IS 2.4 METERS  NNE FROM A WITNESS POST.
 AZ0533'THE MARK IS ABOVE LEVEL WITH CENTER OF HIGHWAY 90.
 AZ0533
 AZ0533                          STATION RECOVERY (1999)
 AZ0533
 AZ0533'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1665 ***********************************************************************
 AY1665  DESIGNATION -  P 1437
 AY1665  PID         -  AY1665
 AY1665  STATE/COUNTY-  TX/BEXAR
 AY1665  USGS QUAD   -  CASTLE HILLS (1992)
 AY1665
 AY1665                         *CURRENT SURVEY CONTROL
 AY1665  ___________________________________________________________________
 AY1665* NAD 83(1986)-  29 36 22.     (N)    098 36 07.     (W)     SCALED    
 AY1665* NAVD 88     -       315.742  (meters)    1035.90   (feet)  ADJUSTED  
 AY1665  ___________________________________________________________________
 AY1665  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AY1665  DYNAMIC HT  -         315.279 (meters)    1034.38  (feet)  COMP
 AY1665  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 AY1665
 AY1665  VERT ORDER  -  FIRST     CLASS II
 AY1665
 AY1665.The horizontal coordinates were scaled from a topographic map and have
 AY1665.an estimated accuracy of +/- 6 seconds.
 AY1665
 AY1665.The orthometric height was determined by differential leveling
 AY1665.and adjusted by the National Geodetic Survey in June 1991..
 AY1665
 AY1665.The geoid height was determined by GEOID03.
 AY1665
 AY1665.The dynamic height is computed by dividing the NAVD 88
 AY1665.geopotential number by the normal gravity value computed on the
 AY1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1665.degrees latitude (g = 980.6199 gals.).
 AY1665
 AY1665.The modeled gravity was interpolated from observed gravity values.
 AY1665
 AY1665;                    North         East    Units  Estimated Accuracy
 AY1665;SPC TXSC     - 4,196,540.      638,550.      MT  (+/- 180 meters Scaled)
 AY1665
 AY1665                          SUPERSEDED SURVEY CONTROL
 AY1665
 AY1665.No superseded survey control is available for this station.
 AY1665
 AY1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT385752(NAD 83)
 AY1665_MARKER: DB = BENCH MARK DISK
 AY1665_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1665_SP_SET: PIER OF BRIDGE
 AY1665_STAMPING: P 1437 1982
 AY1665_MARK LOGO: NGS   
 AY1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1665
 AY1665  HISTORY     - Date     Condition        Report By
 AY1665  HISTORY     - 1982     MONUMENTED       NGS
 AY1665  HISTORY     - 1990     GOOD             USPSQD
 AY1665  HISTORY     - 19991117 MARK NOT FOUND   USPSQD
 AY1665
 AY1665                          STATION DESCRIPTION
 AY1665
 AY1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1665'21.3 KM (11.65 MI) SE FROM BOERNE.
 AY1665'2.6 KM (1.65 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1665'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 18.7 KM (11.65 MI)
 AY1665'SOUTHEAST ALONG THE EAST FRONTAGE ROAD, AT A CROSSING UNDER INTERSTATE
 AY1665'HIGHWAY 10, THE DISK IS SET VERTICALLY IN THE EAST FACE OF THE MOST
 AY1665'EASTERLY 1 OF 3 PIERS UNDER THE WEST BOUND LANE AT THE NORTH END OF
 AY1665'THE BRIDGE, MARK IS 1.8 KM (1.1 MI) NORTH NORTHWEST ALONG THE EAST
 AY1665'FRONTAGE ROAD FROM THE JUNCTION OF LOOP 1604, 54.2 METERS (178.0 FT)
 AY1665'WEST NORTHWEST OF THE CENTER OF FRONTAGE ROAD, AND 6.5 METERS
 AY1665'(21.5 FT) NORTH NORTHWEST OF THE NORTH NORTHWEST RAIL OF A SPUR
 AY1665'RAILROAD TRACK LEADING SOUTHWEST.
 AY1665'THE MARK IS 1.5 M ABOVE GROUND.
 AY1665
 AY1665                          STATION RECOVERY (1990)
 AY1665
 AY1665'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1665'RECOVERED IN GOOD CONDITION.
 AY1665
 AY1665                          STATION RECOVERY (1999)
 AY1665
 AY1665'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0514 ***********************************************************************
 AO0514  DESIGNATION -  P 1438
 AO0514  PID         -  AO0514
 AO0514  STATE/COUNTY-  TX/DIMMIT
 AO0514  USGS QUAD   -  ASHERTON (1982)
 AO0514
 AO0514                         *CURRENT SURVEY CONTROL
 AO0514  ___________________________________________________________________
 AO0514* NAD 83(1986)-  28 26 48.     (N)    099 46 29.     (W)     SCALED    
 AO0514* NAVD 88     -       162.118  (meters)     531.88   (feet)  ADJUSTED  
 AO0514  ___________________________________________________________________
 AO0514  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AO0514  DYNAMIC HT  -         161.873 (meters)     531.08  (feet)  COMP
 AO0514  MODELED GRAV-     979,131.1   (mgal)                       NAVD 88
 AO0514
 AO0514  VERT ORDER  -  FIRST     CLASS II
 AO0514
 AO0514.The horizontal coordinates were scaled from a topographic map and have
 AO0514.an estimated accuracy of +/- 6 seconds.
 AO0514
 AO0514.The orthometric height was determined by differential leveling
 AO0514.and adjusted by the National Geodetic Survey in June 1991..
 AO0514
 AO0514.The geoid height was determined by GEOID03.
 AO0514
 AO0514.The dynamic height is computed by dividing the NAVD 88
 AO0514.geopotential number by the normal gravity value computed on the
 AO0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0514.degrees latitude (g = 980.6199 gals.).
 AO0514
 AO0514.The modeled gravity was interpolated from observed gravity values.
 AO0514
 AO0514;                    North         East    Units  Estimated Accuracy
 AO0514;SPC TXSC     - 4,068,230.      524,120.      MT  (+/- 180 meters Scaled)
 AO0514
 AO0514                          SUPERSEDED SURVEY CONTROL
 AO0514
 AO0514.No superseded survey control is available for this station.
 AO0514
 AO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS241469(NAD 83)
 AO0514_MARKER: I = METAL ROD
 AO0514_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0514+WITH SETTING: INFORMATION.
 AO0514_SP_SET: SHALLOW SET METAL ROD
 AO0514_STAMPING: P 1438 1982
 AO0514_MARK LOGO: NGS   
 AO0514_PROJECTION: FLUSH
 AO0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0514_ROD/PIPE-DEPTH: 2.4  meters
 AO0514
 AO0514  HISTORY     - Date     Condition        Report By
 AO0514  HISTORY     - 1982     MONUMENTED       NGS
 AO0514
 AO0514                          STATION DESCRIPTION
 AO0514
 AO0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0514'2.0 KM (1.25 MI) NW FROM ASHERTON.
 AO0514'2.0 KM (1.25 MI) NORTHWEST ALONG FARM ROAD 190 (FORMERLY U.S. HIGHWAY
 AO0514'83) FROM THE POST OFFICE AT ASHERTON AT THE JUNCTION WITH FARM ROAD
 AO0514'1916, SET IN THE SOUTHEAST CORNER, 62.8 METERS (206.0 FT) SOUTHEAST OF
 AO0514'CENTER OF FARM ROAD 1916, 14.6 METERS (48.0 FT) SOUTHWEST OF
 AO0514'CENTERLINE OF FARM ROAD 190, 2.7 METERS (9.0 FT) WEST NORTHWEST FROM A
 AO0514'WOODEN CORNER FENCE POST, 1.5 METERS (5.0 FT) WEST NORTHWEST OF A
 AO0514'TELEPHONE BRACE POLE WITH GUY WIRE, AND 0.3 METER (1.0 FT) NORTH OF A
 AO0514'FENCE.
 AO0514'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 AO0514'THE MARK IS 0.9 M BELOW FARM ROAD 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0135 ***********************************************************************
 AP0135  DESIGNATION -  P 1439
 AP0135  PID         -  AP0135
 AP0135  STATE/COUNTY-  TX/MAVERICK
 AP0135  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0135
 AP0135                         *CURRENT SURVEY CONTROL
 AP0135  ___________________________________________________________________
 AP0135* NAD 83(1986)-  28 39 57.     (N)    100 17 01.     (W)     SCALED    
 AP0135* NAVD 88     -       248.586  (meters)     815.57   (feet)  ADJUSTED  
 AP0135  ___________________________________________________________________
 AP0135  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AP0135  DYNAMIC HT  -         248.214 (meters)     814.35  (feet)  COMP
 AP0135  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 AP0135
 AP0135  VERT ORDER  -  FIRST     CLASS II
 AP0135
 AP0135.The horizontal coordinates were scaled from a topographic map and have
 AP0135.an estimated accuracy of +/- 6 seconds.
 AP0135
 AP0135.The orthometric height was determined by differential leveling
 AP0135.and adjusted by the National Geodetic Survey in June 1991..
 AP0135
 AP0135.The geoid height was determined by GEOID03.
 AP0135
 AP0135.The dynamic height is computed by dividing the NAVD 88
 AP0135.geopotential number by the normal gravity value computed on the
 AP0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0135.degrees latitude (g = 980.6199 gals.).
 AP0135
 AP0135.The modeled gravity was interpolated from observed gravity values.
 AP0135
 AP0135;                    North         East    Units  Estimated Accuracy
 AP0135;SPC TXSC     - 4,092,950.      474,540.      MT  (+/- 180 meters Scaled)
 AP0135
 AP0135                          SUPERSEDED SURVEY CONTROL
 AP0135
 AP0135.No superseded survey control is available for this station.
 AP0135
 AP0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS745716(NAD 83)
 AP0135_MARKER: I = METAL ROD
 AP0135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0135_SP_SET: STAINLESS STEEL ROD
 AP0135_STAMPING: P 1439 1982
 AP0135_MARK LOGO: NGS   
 AP0135_PROJECTION: FLUSH
 AP0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0135_ROD/PIPE-DEPTH: 2.0  meters
 AP0135
 AP0135  HISTORY     - Date     Condition        Report By
 AP0135  HISTORY     - 1982     MONUMENTED       NGS
 AP0135
 AP0135                          STATION DESCRIPTION
 AP0135
 AP0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0135'22.4 KM (13.9 MI) EAST FROM EAGLE PASS.
 AP0135'22.4 KM (13.9 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0135'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0135'STREET AND MADISON STREET, SET AT A PRIVATE ROAD CROSSING, 22.6 METERS
 AP0135'(74.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 7.6 METERS (25.0 FT)
 AP0135'WEST OF THE CENTERLINE OF A DIRT ROAD LEADING NORTH, 7.6 METERS
 AP0135'(25.0 FT) WEST OF THE CENTER OF A STEEL PIPE GATE, 3.4 METERS
 AP0135'(11.5 FT) WEST OF THE MOST WESTERLY STEEL PIPE FENCE POST, AND
 AP0135'0.4 METER (1.3 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 AP0135'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 AP0135'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0161 ***********************************************************************
 AP0161  DESIGNATION -  P 1440
 AP0161  PID         -  AP0161
 AP0161  STATE/COUNTY-  TX/MAVERICK
 AP0161  USGS QUAD   -  QUEMADO EAST (1978)
 AP0161
 AP0161                         *CURRENT SURVEY CONTROL
 AP0161  ___________________________________________________________________
 AP0161* NAD 83(1986)-  28 54 07.     (N)    100 30 52.     (W)     SCALED    
 AP0161* NAVD 88     -       270.623  (meters)     887.87   (feet)  ADJUSTED  
 AP0161  ___________________________________________________________________
 AP0161  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AP0161  DYNAMIC HT  -         270.223 (meters)     886.56  (feet)  COMP
 AP0161  MODELED GRAV-     979,162.0   (mgal)                       NAVD 88
 AP0161
 AP0161  VERT ORDER  -  FIRST     CLASS II
 AP0161
 AP0161.The horizontal coordinates were scaled from a topographic map and have
 AP0161.an estimated accuracy of +/- 6 seconds.
 AP0161
 AP0161.The orthometric height was determined by differential leveling
 AP0161.and adjusted by the National Geodetic Survey in June 1991..
 AP0161
 AP0161.The geoid height was determined by GEOID03.
 AP0161
 AP0161.The dynamic height is computed by dividing the NAVD 88
 AP0161.geopotential number by the normal gravity value computed on the
 AP0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0161.degrees latitude (g = 980.6199 gals.).
 AP0161
 AP0161.The modeled gravity was interpolated from observed gravity values.
 AP0161
 AP0161;                    North         East    Units  Estimated Accuracy
 AP0161;SPC TXSC     - 4,119,390.      452,320.      MT  (+/- 180 meters Scaled)
 AP0161
 AP0161                          SUPERSEDED SURVEY CONTROL
 AP0161
 AP0161.No superseded survey control is available for this station.
 AP0161
 AP0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS523980(NAD 83)
 AP0161_MARKER: I = METAL ROD
 AP0161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0161_SP_SET: STAINLESS STEEL ROD
 AP0161_STAMPING: P 1440 1982
 AP0161_MARK LOGO: NGS   
 AP0161_PROJECTION: FLUSH
 AP0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0161_ROD/PIPE-DEPTH: 1.5  meters
 AP0161
 AP0161  HISTORY     - Date     Condition        Report By
 AP0161  HISTORY     - 1982     MONUMENTED       NGS
 AP0161
 AP0161                          STATION DESCRIPTION
 AP0161
 AP0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0161'25.3 KM (15.7 MI) NORTH FROM EAGLE PASS.
 AP0161'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0161'EAGLE PASS, THENCE 19.1 KM (11.85 MI) NORTH ALONG CEYLON STREET AND
 AP0161'U.S. HIGHWAY 277, THENCE 6.0 KM (3.7 MI) NORTHEAST ALONG STATE HIGHWAY
 AP0161'131, SET AT WEST RIGHT OF WAY FENCE, ACROSS FROM TELEPHONE SPLICE
 AP0161'NUMBER 487, 45.5 METERS (149.5 FT) WEST NORTHWEST OF AN UNDERGROUND
 AP0161'WARNING SIGN AND SPLICE NUMBER 487, 27.2 METERS (89.5 FT) WEST
 AP0161'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 131, 0.4 METER (1.3 FT)
 AP0161'EAST SOUTHEAST OF RIGHT OF WAY FENCE, AND 0.7 METER (2.3 FT) SOUTH OF
 AP0161'A WOODEN FENCE POST.
 AP0161'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AP0161'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0568 ***********************************************************************
 BN0568  DESIGNATION -  P 1441
 BN0568  PID         -  BN0568
 BN0568  STATE/COUNTY-  TX/MASON
 BN0568  USGS QUAD   -  KATEMCY (1970)
 BN0568
 BN0568                         *CURRENT SURVEY CONTROL
 BN0568  ___________________________________________________________________
 BN0568* NAD 83(1986)-  30 53 58.     (N)    099 17 00.     (W)     SCALED    
 BN0568* NAVD 88     -       525.529  (meters)    1724.17   (feet)  ADJUSTED  
 BN0568  ___________________________________________________________________
 BN0568  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BN0568  DYNAMIC HT  -         524.803 (meters)    1721.79  (feet)  COMP
 BN0568  MODELED GRAV-     979,244.1   (mgal)                       NAVD 88
 BN0568
 BN0568  VERT ORDER  -  FIRST     CLASS II
 BN0568
 BN0568.The horizontal coordinates were scaled from a topographic map and have
 BN0568.an estimated accuracy of +/- 6 seconds.
 BN0568
 BN0568.The orthometric height was determined by differential leveling
 BN0568.and adjusted by the National Geodetic Survey in June 1991..
 BN0568
 BN0568.The geoid height was determined by GEOID03.
 BN0568
 BN0568.The dynamic height is computed by dividing the NAVD 88
 BN0568.geopotential number by the normal gravity value computed on the
 BN0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0568.degrees latitude (g = 980.6199 gals.).
 BN0568
 BN0568.The modeled gravity was interpolated from observed gravity values.
 BN0568
 BN0568;                    North         East    Units  Estimated Accuracy
 BN0568;SPC TX C     - 3,137,130.      800,370.      MT  (+/- 180 meters Scaled)
 BN0568
 BN0568                          SUPERSEDED SURVEY CONTROL
 BN0568
 BN0568.No superseded survey control is available for this station.
 BN0568
 BN0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV729184(NAD 83)
 BN0568_MARKER: I = METAL ROD
 BN0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0568_SP_SET: STAINLESS STEEL ROD
 BN0568_STAMPING: P 1441 1982
 BN0568_MARK LOGO: NGS   
 BN0568_PROJECTION: FLUSH
 BN0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0568+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0568_ROD/PIPE-DEPTH: 5.7  meters
 BN0568
 BN0568  HISTORY     - Date     Condition        Report By
 BN0568  HISTORY     - 1982     MONUMENTED       NGS
 BN0568  HISTORY     - 19960213 GOOD             USPSQD
 BN0568  HISTORY     - 20060318 GOOD             USPSQD
 BN0568
 BN0568                          STATION DESCRIPTION
 BN0568
 BN0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0568'18.4 KM (11.45 MI) NW FROM MASON.
 BN0568'18.4 KM (11.45 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0568'IN MASON, SET 0.25 KM (0.15 MI) SOUTH SOUTHEAST OF THE JUNCTION OF
 BN0568'U.S. HIGHWAY 87 AND RANCH ROAD 1222, BETWEEN TWO BRACED FENCE POSTS,
 BN0568'17.9 METERS (59.0 FT) EAST NORTHEAST OF CENTERLINE OF HIGHWAY,
 BN0568'10.3 METERS (34.0 FT) SOUTH OF A GUY WIRE FOR A POWER POLE,
 BN0568'12.3 METERS (40.5 FT) SOUTHWEST OF A WATER PUMP, 4.7 METERS (15.0 FT)
 BN0568'SOUTH OF A POWER POLE WITH ELECTRICAL BOXES, AND 0.4 METER (1.5 FT)
 BN0568'WEST SOUTHWEST OF RIGHT-OF-WAY FENCE, NOTE, ROD DRIVEN TO REFUSAL.
 BN0568'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 BN0568'THE MARK IS 0.3 M ABOVE HIGHWAY.
 BN0568
 BN0568                          STATION RECOVERY (1996)
 BN0568
 BN0568'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0568'RECOVERED IN GOOD CONDITION.
 BN0568
 BN0568                          STATION RECOVERY (2006)
 BN0568
 BN0568'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0568'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0712 ***********************************************************************
 CB0712  DESIGNATION -  P 1442
 CB0712  PID         -  CB0712
 CB0712  STATE/COUNTY-  TX/IRION
 CB0712  USGS QUAD   -  BARNHART (1971)
 CB0712
 CB0712                         *CURRENT SURVEY CONTROL
 CB0712  ___________________________________________________________________
 CB0712* NAD 83(1986)-  31 07 43.     (N)    101 12 48.     (W)     SCALED    
 CB0712* NAVD 88     -       810.977  (meters)    2660.68   (feet)  ADJUSTED  
 CB0712  ___________________________________________________________________
 CB0712  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CB0712  DYNAMIC HT  -         809.799 (meters)    2656.82  (feet)  COMP
 CB0712  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 CB0712
 CB0712  VERT ORDER  -  FIRST     CLASS II
 CB0712
 CB0712.The horizontal coordinates were scaled from a topographic map and have
 CB0712.an estimated accuracy of +/- 6 seconds.
 CB0712
 CB0712.The orthometric height was determined by differential leveling
 CB0712.and adjusted by the National Geodetic Survey in June 1991..
 CB0712
 CB0712.The geoid height was determined by GEOID03.
 CB0712
 CB0712.The dynamic height is computed by dividing the NAVD 88
 CB0712.geopotential number by the normal gravity value computed on the
 CB0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0712.degrees latitude (g = 980.6199 gals.).
 CB0712
 CB0712.The modeled gravity was interpolated from observed gravity values.
 CB0712
 CB0712;                    North         East    Units  Estimated Accuracy
 CB0712;SPC TX C     - 3,162,400.      616,080.      MT  (+/- 180 meters Scaled)
 CB0712
 CB0712                          SUPERSEDED SURVEY CONTROL
 CB0712
 CB0712.No superseded survey control is available for this station.
 CB0712
 CB0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV889459(NAD 83)
 CB0712_MARKER: DB = BENCH MARK DISK
 CB0712_SETTING: 66 = SET IN ROCK OUTCROP
 CB0712_SP_SET: ROCK OUTCROP
 CB0712_STAMPING: P 1442 1981
 CB0712_MARK LOGO: NGS   
 CB0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0712
 CB0712  HISTORY     - Date     Condition        Report By
 CB0712  HISTORY     - 1981     MONUMENTED       NGS
 CB0712
 CB0712                          STATION DESCRIPTION
 CB0712
 CB0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0712'25.4 KM (15.8 MI) EAST FROM BIG LAKE.
 CB0712'25.4 KM (15.8 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0712'WITH STATE HIGHWAY 137 IN BIG LAKE AND 15.2 METERS (49.9 FT)
 CB0712'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE DISK IS
 CB0712'5-INCHES BELOW GROUND LEVEL, ACCESS TO WHICH IS THROUGH A 5-INCH LOGO
 CB0712'CAP.
 CB0712'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 CB0712'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0458 ***********************************************************************
 AZ0458  DESIGNATION -  P 1443
 AZ0458  PID         -  AZ0458
 AZ0458  STATE/COUNTY-  TX/VAL VERDE
 AZ0458  USGS QUAD   -  ROUGH CANYON SE (1972)
 AZ0458
 AZ0458                         *CURRENT SURVEY CONTROL
 AZ0458  ___________________________________________________________________
 AZ0458* NAD 83(1986)-  29 34 56.     (N)    100 52 21.     (W)     SCALED    
 AZ0458* NAVD 88     -       404.311  (meters)    1326.48   (feet)  ADJUSTED  
 AZ0458  ___________________________________________________________________
 AZ0458  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 AZ0458  DYNAMIC HT  -         403.721 (meters)    1324.54  (feet)  COMP
 AZ0458  MODELED GRAV-     979,172.1   (mgal)                       NAVD 88
 AZ0458
 AZ0458  VERT ORDER  -  FIRST     CLASS II
 AZ0458
 AZ0458.The horizontal coordinates were scaled from a topographic map and have
 AZ0458.an estimated accuracy of +/- 6 seconds.
 AZ0458
 AZ0458.The orthometric height was determined by differential leveling
 AZ0458.and adjusted by the National Geodetic Survey in June 1991..
 AZ0458
 AZ0458.The geoid height was determined by GEOID03.
 AZ0458
 AZ0458.The dynamic height is computed by dividing the NAVD 88
 AZ0458.geopotential number by the normal gravity value computed on the
 AZ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0458.degrees latitude (g = 980.6199 gals.).
 AZ0458
 AZ0458.The modeled gravity was interpolated from observed gravity values.
 AZ0458
 AZ0458;                    North         East    Units  Estimated Accuracy
 AZ0458;SPC TXSC     - 4,195,280.      418,610.      MT  (+/- 180 meters Scaled)
 AZ0458
 AZ0458                          SUPERSEDED SURVEY CONTROL
 AZ0458
 AZ0458.No superseded survey control is available for this station.
 AZ0458
 AZ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT186739(NAD 83)
 AZ0458_MARKER: DB = BENCH MARK DISK
 AZ0458_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0458_SP_SET: ROCK OUTCROP
 AZ0458_STAMPING: P 1443 1981
 AZ0458_MARK LOGO: NGS   
 AZ0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0458+STABILITY: POSITION/ELEVATION WELL
 AZ0458
 AZ0458  HISTORY     - Date     Condition        Report By
 AZ0458  HISTORY     - 1981     MONUMENTED       NGS
 AZ0458  HISTORY     - 19990525 GOOD             USPSQD
 AZ0458
 AZ0458                          STATION DESCRIPTION
 AZ0458
 AZ0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0458'18.4 KM (11.45 MI) NORT FROM DEL RIO.
 AZ0458'18.4 KM (11.45 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0458'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, 0.2 KM
 AZ0458'(0.1 MI) SOUTHWEST OF A SIDE ROAD LEADING EAST, IN THE TOP OF A 3 BY 6
 AZ0458'FT EXPOSED AREA OF OUTCROPPING BEDROCK AND 13.3 METERS (43.6 FT)
 AZ0458'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0458'THE MARK IS 13.7 METERS  NW FROM  A WITNESS POST AND FENCE
 AZ0458'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0458
 AZ0458                          STATION RECOVERY (1999)
 AZ0458
 AZ0458'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0485 ***********************************************************************
 AZ0485  DESIGNATION -  P 1444
 AZ0485  PID         -  AZ0485
 AZ0485  STATE/COUNTY-  TX/EDWARDS
 AZ0485  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0485
 AZ0485                         *CURRENT SURVEY CONTROL
 AZ0485  ___________________________________________________________________
 AZ0485* NAD 83(1986)-  29 55 20.     (N)    100 32 31.     (W)     SCALED    
 AZ0485* NAVD 88     -       686.283  (meters)    2251.58   (feet)  ADJUSTED  
 AZ0485  ___________________________________________________________________
 AZ0485  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AZ0485  DYNAMIC HT  -         685.261 (meters)    2248.23  (feet)  COMP
 AZ0485  MODELED GRAV-     979,130.8   (mgal)                       NAVD 88
 AZ0485
 AZ0485  VERT ORDER  -  FIRST     CLASS II
 AZ0485
 AZ0485.The horizontal coordinates were scaled from a topographic map and have
 AZ0485.an estimated accuracy of +/- 6 seconds.
 AZ0485
 AZ0485.The orthometric height was determined by differential leveling
 AZ0485.and adjusted by the National Geodetic Survey in June 1991..
 AZ0485
 AZ0485.The geoid height was determined by GEOID03.
 AZ0485
 AZ0485.The dynamic height is computed by dividing the NAVD 88
 AZ0485.geopotential number by the normal gravity value computed on the
 AZ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0485.degrees latitude (g = 980.6199 gals.).
 AZ0485
 AZ0485.The modeled gravity was interpolated from observed gravity values.
 AZ0485
 AZ0485;                    North         East    Units  Estimated Accuracy
 AZ0485;SPC TXSC     - 4,232,490.      451,130.      MT  (+/- 180 meters Scaled)
 AZ0485
 AZ0485                          SUPERSEDED SURVEY CONTROL
 AZ0485
 AZ0485.No superseded survey control is available for this station.
 AZ0485
 AZ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU511111(NAD 83)
 AZ0485_MARKER: DB = BENCH MARK DISK
 AZ0485_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0485_SP_SET: ROCK OUTCROP
 AZ0485_STAMPING: P 1444 1981
 AZ0485_MARK LOGO: NGS   
 AZ0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0485+STABILITY: POSITION/ELEVATION WELL
 AZ0485
 AZ0485  HISTORY     - Date     Condition        Report By
 AZ0485  HISTORY     - 1981     MONUMENTED       NGS
 AZ0485
 AZ0485                          STATION DESCRIPTION
 AZ0485
 AZ0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0485'39.5 KM (24.55 MI) SW FROM ROCKSPRINGS.
 AZ0485'39.5 KM (24.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0485'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 50 FT EXPOSED
 AZ0485'AREA OF OUTCROPPING BEDROCK, 9.4 METERS (30.8 FT) EAST OF A FENCE AND
 AZ0485'8.8 METERS (28.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0485'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 AZ0485'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0424 ***********************************************************************
 BO0424  DESIGNATION -  P 1445
 BO0424  PID         -  BO0424
 BO0424  STATE/COUNTY-  TX/EDWARDS
 BO0424  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0424
 BO0424                         *CURRENT SURVEY CONTROL
 BO0424  ___________________________________________________________________
 BO0424* NAD 83(1986)-  30 10 36.     (N)    100 03 14.     (W)     SCALED    
 BO0424* NAVD 88     -       644.341  (meters)    2113.98   (feet)  ADJUSTED  
 BO0424  ___________________________________________________________________
 BO0424  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0424  DYNAMIC HT  -         643.397 (meters)    2110.88  (feet)  COMP
 BO0424  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 BO0424
 BO0424  VERT ORDER  -  FIRST     CLASS II
 BO0424
 BO0424.The horizontal coordinates were scaled from a topographic map and have
 BO0424.an estimated accuracy of +/- 6 seconds.
 BO0424
 BO0424.The orthometric height was determined by differential leveling
 BO0424.and adjusted by the National Geodetic Survey in June 1991..
 BO0424
 BO0424.The geoid height was determined by GEOID03.
 BO0424
 BO0424.The dynamic height is computed by dividing the NAVD 88
 BO0424.geopotential number by the normal gravity value computed on the
 BO0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0424.degrees latitude (g = 980.6199 gals.).
 BO0424
 BO0424.The modeled gravity was interpolated from observed gravity values.
 BO0424
 BO0424;                    North         East    Units  Estimated Accuracy
 BO0424;SPC TXSC     - 4,260,170.      498,500.      MT  (+/- 180 meters Scaled)
 BO0424
 BO0424                          SUPERSEDED SURVEY CONTROL
 BO0424
 BO0424.No superseded survey control is available for this station.
 BO0424
 BO0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU985388(NAD 83)
 BO0424_MARKER: DB = BENCH MARK DISK
 BO0424_SETTING: 66 = SET IN ROCK OUTCROP
 BO0424_SP_SET: ROCK OUTCROP
 BO0424_STAMPING: P 1445 1981
 BO0424_MARK LOGO: NGS   
 BO0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0424+STABILITY: POSITION/ELEVATION WELL
 BO0424
 BO0424  HISTORY     - Date     Condition        Report By
 BO0424  HISTORY     - 1981     MONUMENTED       NGS
 BO0424
 BO0424                          STATION DESCRIPTION
 BO0424
 BO0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0424'24.6 KM (15.3 MI) NE FROM ROCKSPRINGS.
 BO0424'24.6 KM (15.3 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0424'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 12 FT EXPOSED
 BO0424'AREA OF OUTCROPPING BEDROCK, 24.0 METERS (78.7 FT) SOUTH-SOUTHWEST OF
 BO0424'THE SOUTH-SOUTHWEST END OF A GUARD RAIL, 17.6 METERS (57.7 FT)
 BO0424'NORTH-NORTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 9.8 METERS
 BO0424'(32.2 FT) NORTHWEST OF A FENCE AND 8.9 METERS (29.2 FT) SOUTHEAST OF
 BO0424'THE CENTERLINE OF THE HIGHWAY.
 BO0424'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BO0424'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0745 ***********************************************************************
 CB0745  DESIGNATION -  P 1446
 CB0745  PID         -  CB0745
 CB0745  STATE/COUNTY-  TX/TOM GREEN
 CB0745  USGS QUAD   -  TWIN BUTTES (1978)
 CB0745
 CB0745                         *CURRENT SURVEY CONTROL
 CB0745  ___________________________________________________________________
 CB0745* NAD 83(1986)-  31 22 43.     (N)    100 36 32.     (W)     SCALED    
 CB0745* NAVD 88     -       591.317  (meters)    1940.01   (feet)  ADJUSTED  
 CB0745  ___________________________________________________________________
 CB0745  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CB0745  DYNAMIC HT  -         590.508 (meters)    1937.36  (feet)  COMP
 CB0745  MODELED GRAV-     979,253.6   (mgal)                       NAVD 88
 CB0745
 CB0745  VERT ORDER  -  FIRST     CLASS II
 CB0745
 CB0745.The horizontal coordinates were scaled from a topographic map and have
 CB0745.an estimated accuracy of +/- 6 seconds.
 CB0745
 CB0745.The orthometric height was determined by differential leveling
 CB0745.and adjusted by the National Geodetic Survey in June 1991..
 CB0745
 CB0745.The geoid height was determined by GEOID03.
 CB0745
 CB0745.The dynamic height is computed by dividing the NAVD 88
 CB0745.geopotential number by the normal gravity value computed on the
 CB0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0745.degrees latitude (g = 980.6199 gals.).
 CB0745
 CB0745.The modeled gravity was interpolated from observed gravity values.
 CB0745
 CB0745;                    North         East    Units  Estimated Accuracy
 CB0745;SPC TX C     - 3,189,810.      673,790.      MT  (+/- 180 meters Scaled)
 CB0745
 CB0745                          SUPERSEDED SURVEY CONTROL
 CB0745
 CB0745.No superseded survey control is available for this station.
 CB0745
 CB0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV470726(NAD 83)
 CB0745_MARKER: I = METAL ROD
 CB0745_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0745_SP_SET: PIER
 CB0745_STAMPING: P 1446 1981
 CB0745_MARK LOGO: NGS   
 CB0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0745+STABILITY: POSITION/ELEVATION WELL
 CB0745
 CB0745  HISTORY     - Date     Condition        Report By
 CB0745  HISTORY     - 1981     MONUMENTED       NGS
 CB0745
 CB0745                          STATION DESCRIPTION
 CB0745
 CB0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0745'19.9 KM (12.3 MI) SW FROM SAN ANGELO.
 CB0745'1.0 KM (0.6 MI) NORTH ALONG CHADBOURNE STREET FROM THE ATCHISON,
 CB0745'TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE 18.9 KM
 CB0745'(11.7 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 67 (BEAUREGARD AVENUE), SET
 CB0745'VERTICALLY IN THE SOUTHWEST FACE OF THE MOST NORTHEASTERLY 1 OF 4
 CB0745'CONCRETE PIERS, SOUTHEAST OF THE HIGHWAY, OF A HIGHWAY OVERPASS AND
 CB0745'3.1 METERS (10.2 FT) BELOW THE HIGHWAY.
 CB0745'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1218 ***********************************************************************
 CA1218  DESIGNATION -  P 1447 RESET
 CA1218  PID         -  CA1218
 CA1218  STATE/COUNTY-  TX/MCCULLOCH
 CA1218  USGS QUAD   -  BRADY SW (1987)
 CA1218
 CA1218                         *CURRENT SURVEY CONTROL
 CA1218  ___________________________________________________________________
 CA1218* NAD 83(1986)-  31 01 32.     (N)    099 27 33.     (W)     SCALED    
 CA1218* NAVD 88     -       614.52   (meters)    2016.1    (feet)  RESET     
 CA1218  ___________________________________________________________________
 CA1218  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CA1218
 CA1218  VERT ORDER  -  THIRD
 CA1218
 CA1218.The horizontal coordinates were scaled from a topographic map and have
 CA1218.an estimated accuracy of +/- 6 seconds.
 CA1218
 CA1218.The orthometric height was computed from unverified reset data.
 CA1218
 CA1218.The geoid height was determined by GEOID03.
 CA1218
 CA1218;                    North         East    Units  Estimated Accuracy
 CA1218;SPC TX C     - 3,150,970.      783,450.      MT  (+/- 180 meters Scaled)
 CA1218
 CA1218                          SUPERSEDED SURVEY CONTROL
 CA1218
 CA1218.No superseded survey control is available for this station.
 CA1218
 CA1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV561325(NAD 83)
 CA1218_MARKER: DV = VERTICAL CONTROL DISK
 CA1218_SETTING: 66 = SET IN ROCK OUTCROP
 CA1218_SP_SET: ROCK OUTCROP
 CA1218_STAMPING: P 1447 RESET 1989
 CA1218_MARK LOGO: TXHD  
 CA1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1218+STABILITY: POSITION/ELEVATION WELL
 CA1218
 CA1218  HISTORY     - Date     Condition        Report By
 CA1218  HISTORY     - 1989     MONUMENTED       TXHD
 CA1218
 CA1218                          STATION DESCRIPTION
 CA1218
 CA1218'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1989
 CA1218'2.3 KM (1.40 MI) SOUTHERLY ALONG US HIGHWAYS 87, 190 AND 377 FROM THE
 CA1218'COURTHOUSE IN BRADY, THENCE 16.9 KM (10.50 MI) SOUTHWESTERLY ALONG US
 CA1218'HIGHWAY 190, 0.1 KM (0.05 MI) WEST-SOUTHWEST OF A FARM HOUSE, 0.4 KM
 CA1218'(0.25 MI) EAST-NORTHEAST OF FARM ROAD 1311, 19.8 M (65.0 FT)
 CA1218'SOUTH-SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE HIGHWAY, 1.4 M
 CA1218'(4.6 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0804 ***********************************************************************
 CA0804  DESIGNATION -  P 1448
 CA0804  PID         -  CA0804
 CA0804  STATE/COUNTY-  TX/MCCULLOCH
 CA0804  USGS QUAD   -  BRADY SOUTH (1987)
 CA0804
 CA0804                         *CURRENT SURVEY CONTROL
 CA0804  ___________________________________________________________________
 CA0804* NAD 83(1986)-  31 06 32.     (N)    099 20 20.     (W)     SCALED    
 CA0804* NAVD 88     -       533.145  (meters)    1749.16   (feet)  ADJUSTED  
 CA0804  ___________________________________________________________________
 CA0804  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CA0804  DYNAMIC HT  -         532.429 (meters)    1746.81  (feet)  COMP
 CA0804  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 CA0804
 CA0804  VERT ORDER  -  FIRST     CLASS II
 CA0804
 CA0804.The horizontal coordinates were scaled from a topographic map and have
 CA0804.an estimated accuracy of +/- 6 seconds.
 CA0804
 CA0804.The orthometric height was determined by differential leveling
 CA0804.and adjusted by the National Geodetic Survey in June 1991..
 CA0804
 CA0804.The geoid height was determined by GEOID03.
 CA0804
 CA0804.The dynamic height is computed by dividing the NAVD 88
 CA0804.geopotential number by the normal gravity value computed on the
 CA0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0804.degrees latitude (g = 980.6199 gals.).
 CA0804
 CA0804.The modeled gravity was interpolated from observed gravity values.
 CA0804
 CA0804;                    North         East    Units  Estimated Accuracy
 CA0804;SPC TX C     - 3,160,300.      794,850.      MT  (+/- 180 meters Scaled)
 CA0804
 CA0804                          SUPERSEDED SURVEY CONTROL
 CA0804
 CA0804.No superseded survey control is available for this station.
 CA0804
 CA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV676417(NAD 83)
 CA0804_MARKER: I = METAL ROD
 CA0804_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0804_SP_SET: STAINLESS STEEL ROD
 CA0804_STAMPING: P 1448 1981
 CA0804_MARK LOGO: NGS   
 CA0804_PROJECTION: FLUSH
 CA0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0804_ROD/PIPE-DEPTH: 5.2  meters
 CA0804
 CA0804  HISTORY     - Date     Condition        Report By
 CA0804  HISTORY     - 1981     MONUMENTED       NGS
 CA0804  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CA0804
 CA0804                          STATION DESCRIPTION
 CA0804
 CA0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0804'3.0 KM (1.9 MI) SW FROM BRADY.
 CA0804'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0804'THE COURTHOUSE IN BRADY, THENCE 0.7 KM (0.45 MI) SOUTHWESTERLY ALONG
 CA0804'U.S. HIGHWAY 190, AT A POWERLINE CROSSING, 31.5 METERS (103.3 FT)
 CA0804'SOUTH OF THE SOUTH CORNER OF A CULVERT, 14.5 METERS (47.6 FT)
 CA0804'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.4 METERS (4.6 FT)
 CA0804'NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CA0804'THROUGH A 5-INCH LOGO CAP.
 CA0804'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CA0804'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 CA0804
 CA0804                          STATION RECOVERY (1999)
 CA0804
 CA0804'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0454 ***********************************************************************
 BN0454  DESIGNATION -  P 1449
 BN0454  PID         -  BN0454
 BN0454  STATE/COUNTY-  TX/KIMBLE
 BN0454  USGS QUAD   -  JULIO DRAW (1970)
 BN0454
 BN0454                         *CURRENT SURVEY CONTROL
 BN0454  ___________________________________________________________________
 BN0454* NAD 83(1986)-  30 38 24.     (N)    099 47 13.     (W)     SCALED    
 BN0454* NAVD 88     -       629.315  (meters)    2064.68   (feet)  ADJUSTED  
 BN0454  ___________________________________________________________________
 BN0454  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 BN0454  DYNAMIC HT  -         628.422 (meters)    2061.75  (feet)  COMP
 BN0454  MODELED GRAV-     979,202.0   (mgal)                       NAVD 88
 BN0454
 BN0454  VERT ORDER  -  FIRST     CLASS II
 BN0454
 BN0454.The horizontal coordinates were scaled from a topographic map and have
 BN0454.an estimated accuracy of +/- 6 seconds.
 BN0454
 BN0454.The orthometric height was determined by differential leveling
 BN0454.and adjusted by the National Geodetic Survey in June 1991..
 BN0454
 BN0454.The geoid height was determined by GEOID03.
 BN0454
 BN0454.The dynamic height is computed by dividing the NAVD 88
 BN0454.geopotential number by the normal gravity value computed on the
 BN0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0454.degrees latitude (g = 980.6199 gals.).
 BN0454
 BN0454.The modeled gravity was interpolated from observed gravity values.
 BN0454
 BN0454;                    North         East    Units  Estimated Accuracy
 BN0454;SPC TX C     - 3,108,030.      752,370.      MT  (+/- 180 meters Scaled)
 BN0454
 BN0454                          SUPERSEDED SURVEY CONTROL
 BN0454
 BN0454.No superseded survey control is available for this station.
 BN0454
 BN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU245899(NAD 83)
 BN0454_MARKER: DB = BENCH MARK DISK
 BN0454_SETTING: 66 = SET IN ROCK OUTCROP
 BN0454_SP_SET: ROCK OUTCROP
 BN0454_STAMPING: P 1449 1982
 BN0454_MARK LOGO: NGS   
 BN0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0454+STABILITY: POSITION/ELEVATION WELL
 BN0454
 BN0454  HISTORY     - Date     Condition        Report By
 BN0454  HISTORY     - 1982     MONUMENTED       NGS
 BN0454  HISTORY     - 19950731 MARK NOT FOUND   USPSQD
 BN0454
 BN0454                          STATION DESCRIPTION
 BN0454
 BN0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0454'17.8 KM (11.05 MI) NORT FROM JUNCTION.
 BN0454'17.8 KM (11.05 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0454'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 0.2 KM (0.1
 BN0454'MI) NORTH OF THE BRIDGE OVER WEST DRAW, IN AN EXPOSED AREA OF BEDROCK
 BN0454'AT A HIGHWAY CUT, 10.1 METERS (33.1 FT) WEST OF THE CENTERLINE OF THE
 BN0454'HIGHWAY AND 8.6 METERS (28.2 FT) EAST OF A FENCE.
 BN0454'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 BN0454'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 BN0454
 BN0454                          STATION RECOVERY (1995)
 BN0454
 BN0454'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0831 ***********************************************************************
 BN0831  DESIGNATION -  P 1449 RESET
 BN0831  PID         -  BN0831
 BN0831  STATE/COUNTY-  TX/KIMBLE
 BN0831  USGS QUAD   -  JULIO DRAW (1970)
 BN0831
 BN0831                         *CURRENT SURVEY CONTROL
 BN0831  ___________________________________________________________________
 BN0831* NAD 83(1986)-  30 38 24.     (N)    099 47 13.     (W)     SCALED    
 BN0831* NAVD 88     -       632.22   (meters)    2074.2    (feet)  RESET     
 BN0831  ___________________________________________________________________
 BN0831  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 BN0831
 BN0831  VERT ORDER  -  THIRD
 BN0831
 BN0831.The horizontal coordinates were scaled from a topographic map and have
 BN0831.an estimated accuracy of +/- 6 seconds.
 BN0831
 BN0831.The orthometric height was computed from unverified reset data.
 BN0831
 BN0831.The geoid height was determined by GEOID03.
 BN0831
 BN0831;                    North         East    Units  Estimated Accuracy
 BN0831;SPC TX C     - 3,108,030.      752,370.      MT  (+/- 180 meters Scaled)
 BN0831
 BN0831                          SUPERSEDED SURVEY CONTROL
 BN0831
 BN0831.No superseded survey control is available for this station.
 BN0831
 BN0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU245899(NAD 83)
 BN0831_MARKER: DV = VERTICAL CONTROL DISK
 BN0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0831_SP_SET: CONCRETE POST
 BN0831_STAMPING: P 1449 RESET 1986
 BN0831_MARK LOGO: NGS   
 BN0831_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0831+STABILITY: SURFACE MOTION
 BN0831
 BN0831  HISTORY     - Date     Condition        Report By
 BN0831  HISTORY     - 1986     MONUMENTED       TXHD
 BN0831
 BN0831                          STATION DESCRIPTION
 BN0831
 BN0831'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 BN0831'11.05 M (36.25 FT) NORTH ALONG US HIGHWAY 83 FROM ITS JUNCTION WITH US
 BN0831'HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 58 FEET (17.7 M)
 BN0831'EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 83 AT ENGINEERS CENTERLINE
 BN0831'STATION 596+85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0153 ***********************************************************************
 DP0153  DESIGNATION -  P 145
 DP0153  PID         -  DP0153
 DP0153  STATE/COUNTY-  TX/DICKENS
 DP0153  USGS QUAD   -  DICKENS NORTH (1981)
 DP0153
 DP0153                         *CURRENT SURVEY CONTROL
 DP0153  ___________________________________________________________________
 DP0153* NAD 83(1986)-  33 39 13.     (N)    100 50 22.     (W)     SCALED    
 DP0153* NAVD 88     -       841.320  (meters)    2760.23   (feet)  ADJUSTED  
 DP0153  ___________________________________________________________________
 DP0153  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DP0153  DYNAMIC HT  -         840.286 (meters)    2756.84  (feet)  COMP
 DP0153  MODELED GRAV-     979,378.2   (mgal)                       NAVD 88
 DP0153
 DP0153  VERT ORDER  -  SECOND    CLASS 0
 DP0153
 DP0153.The horizontal coordinates were scaled from a topographic map and have
 DP0153.an estimated accuracy of +/- 6 seconds.
 DP0153
 DP0153.The orthometric height was determined by differential leveling
 DP0153.and adjusted by the National Geodetic Survey in June 1991..
 DP0153
 DP0153.The geoid height was determined by GEOID03.
 DP0153
 DP0153.The dynamic height is computed by dividing the NAVD 88
 DP0153.geopotential number by the normal gravity value computed on the
 DP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0153.degrees latitude (g = 980.6199 gals.).
 DP0153
 DP0153.The modeled gravity was interpolated from observed gravity values.
 DP0153
 DP0153;                    North         East    Units  Estimated Accuracy
 DP0153;SPC TXNC     - 2,222,750.      383,030.      MT  (+/- 180 meters Scaled)
 DP0153
 DP0153                          SUPERSEDED SURVEY CONTROL
 DP0153
 DP0153  NGVD 29 (??/??/92)  841.039  (m)         2759.31   (f) ADJ UNCH    2 0
 DP0153
 DP0153.Superseded values are not recommended for survey control.
 DP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0153.See file dsdata.txt to determine how the superseded data were derived.
 DP0153
 DP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC294252(NAD 83)
 DP0153_MARKER: DB = BENCH MARK DISK
 DP0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0153_SP_SET: CULVERT
 DP0153_STAMPING: P 145 1938
 DP0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0153
 DP0153  HISTORY     - Date     Condition        Report By
 DP0153  HISTORY     - 1938     MONUMENTED       CGS
 DP0153  HISTORY     - 1967     GOOD             USGS
 DP0153
 DP0153                          STATION DESCRIPTION
 DP0153
 DP0153'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DP0153'2.5 MI N FROM DICKENS.
 DP0153'DICKENS COURTHOUSE.  0.3 MILES W OF ALONG U S HIGHWAY 82.  THENCE 2.5
 DP0153'MILES N ALONG STATE HIGHWAY 70 TO A T-RD W.  178 FEET N ALONG HIGHWAY
 DP0153'AND 177 FEET E OF CENTERLINE OF THE HIGHWAY.  IN THE CENTER OF THE W
 DP0153'HEADWALL OF A CULVERT IN THE OLD ABANDONED HIGHWAY.  A STANDARD TABLET
 DP0153'STAMPED P 145 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0811 ***********************************************************************
 CT0811  DESIGNATION -  P 1450
 CT0811  PID         -  CT0811
 CT0811  STATE/COUNTY-  TX/COLEMAN
 CT0811  USGS QUAD   -  GOLDSBORO (1967)
 CT0811
 CT0811                         *CURRENT SURVEY CONTROL
 CT0811  ___________________________________________________________________
 CT0811* NAD 83(1986)-  32 02 23.     (N)    099 40 14.     (W)     SCALED    
 CT0811* NAVD 88     -       602.696  (meters)    1977.35   (feet)  ADJUSTED  
 CT0811  ___________________________________________________________________
 CT0811  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CT0811  DYNAMIC HT  -         601.904 (meters)    1974.75  (feet)  COMP
 CT0811  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 CT0811
 CT0811  VERT ORDER  -  FIRST     CLASS II
 CT0811
 CT0811.The horizontal coordinates were scaled from a topographic map and have
 CT0811.an estimated accuracy of +/- 6 seconds.
 CT0811
 CT0811.The orthometric height was determined by differential leveling
 CT0811.and adjusted by the National Geodetic Survey in June 1991..
 CT0811
 CT0811.The geoid height was determined by GEOID03.
 CT0811
 CT0811.The dynamic height is computed by dividing the NAVD 88
 CT0811.geopotential number by the normal gravity value computed on the
 CT0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0811.degrees latitude (g = 980.6199 gals.).
 CT0811
 CT0811.The modeled gravity was interpolated from observed gravity values.
 CT0811
 CT0811;                    North         East    Units  Estimated Accuracy
 CT0811;SPC TX C     - 3,263,270.      762,600.      MT  (+/- 180 meters Scaled)
 CT0811
 CT0811                          SUPERSEDED SURVEY CONTROL
 CT0811
 CT0811.No superseded survey control is available for this station.
 CT0811
 CT0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA366450(NAD 83)
 CT0811_MARKER: I = METAL ROD
 CT0811_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CT0811+WITH SETTING: INFORMATION.
 CT0811_SP_SET: SHALLOW SET METAL ROD
 CT0811_STAMPING: P 1450 1982
 CT0811_MARK LOGO: NGS   
 CT0811_PROJECTION: FLUSH
 CT0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0811_ROD/PIPE-DEPTH: 1.8  meters
 CT0811
 CT0811  HISTORY     - Date     Condition        Report By
 CT0811  HISTORY     - 1982     MONUMENTED       NGS
 CT0811
 CT0811                          STATION DESCRIPTION
 CT0811
 CT0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0811'12.6 KM (7.85 MI) SE FROM LAWN.
 CT0811'12.6 KM (7.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0811'JUNCTION WITH FARM ROAD 604 IN LAWN, 24.4 METERS (80.1 FT) NORTHEAST
 CT0811'OF THE CENTER OF A ROAD LEADING SOUTH AND 21.9 METERS (71.9 FT)
 CT0811'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED
 CT0811'AT 6.0 FT. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0811'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CT0811'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0689 ***********************************************************************
 CC0689  DESIGNATION -  P 1451
 CC0689  PID         -  CC0689
 CC0689  STATE/COUNTY-  TX/ECTOR
 CC0689  USGS QUAD   -  DOURO (1981)
 CC0689
 CC0689                         *CURRENT SURVEY CONTROL
 CC0689  ___________________________________________________________________
 CC0689* NAD 83(1986)-  31 45 05.     (N)    102 33 54.     (W)     SCALED    
 CC0689* NAVD 88     -       930.712  (meters)    3053.51   (feet)  ADJUSTED  
 CC0689  ___________________________________________________________________
 CC0689  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CC0689  DYNAMIC HT  -         929.401 (meters)    3049.21  (feet)  COMP
 CC0689  MODELED GRAV-     979,198.5   (mgal)                       NAVD 88
 CC0689
 CC0689  VERT ORDER  -  FIRST     CLASS II
 CC0689
 CC0689.The horizontal coordinates were scaled from a topographic map and have
 CC0689.an estimated accuracy of +/- 6 seconds.
 CC0689
 CC0689.The orthometric height was determined by differential leveling
 CC0689.and adjusted by the National Geodetic Survey in June 1991..
 CC0689
 CC0689.The geoid height was determined by GEOID03.
 CC0689
 CC0689.The dynamic height is computed by dividing the NAVD 88
 CC0689.geopotential number by the normal gravity value computed on the
 CC0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0689.degrees latitude (g = 980.6199 gals.).
 CC0689
 CC0689.The modeled gravity was interpolated from observed gravity values.
 CC0689
 CC0689;                    North         East    Units  Estimated Accuracy
 CC0689;SPC TX C     - 3,233,230.      488,580.      MT  (+/- 180 meters Scaled)
 CC0689
 CC0689                          SUPERSEDED SURVEY CONTROL
 CC0689
 CC0689.No superseded survey control is available for this station.
 CC0689
 CC0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR306154(NAD 83)
 CC0689_MARKER: DB = BENCH MARK DISK
 CC0689_SETTING: 66 = SET IN ROCK OUTCROP
 CC0689_SP_SET: ROCK OUTCROP
 CC0689_STAMPING: P 1451 1982
 CC0689_MARK LOGO: NGS   
 CC0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0689+STABILITY: POSITION/ELEVATION WELL
 CC0689
 CC0689  HISTORY     - Date     Condition        Report By
 CC0689  HISTORY     - 1982     MONUMENTED       NGS
 CC0689
 CC0689                          STATION DESCRIPTION
 CC0689
 CC0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0689'22.2 KM (13.8 MI) SW FROM ODESSA.
 CC0689'22.2 KM (13.8 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0689'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, IN A 4 BY 5 FT
 CC0689'EXPOSED AREA OF OUTCROPPING BEDROCK, 36.4 METERS (119.4 FT) EAST OF
 CC0689'THE NORTHEAST CORNER OF A RAILROAD BRIDGE, 9.7 METERS (31.8 FT)
 CC0689'NORTHEAST OF THE NEAR RAIL, 8.4 METERS (27.6 FT) NORTHEAST OF RAILROAD
 CC0689'SIGNAL NUMBER 5869 AND 6.1 METERS (20.0 FT) EAST OF A UTILITY POLE.
 CC0689'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CC0689'THE MARK IS 0.9 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0819 ***********************************************************************
 CU0819  DESIGNATION -  P 1452
 CU0819  PID         -  CU0819
 CU0819  STATE/COUNTY-  TX/MARTIN
 CU0819  USGS QUAD   -  GERMANIA (1974)
 CU0819
 CU0819                         *CURRENT SURVEY CONTROL
 CU0819  ___________________________________________________________________
 CU0819* NAD 83(1986)-  32 05 41.     (N)    101 52 53.     (W)     SCALED    
 CU0819* NAVD 88     -       817.104  (meters)    2680.78   (feet)  ADJUSTED  
 CU0819  ___________________________________________________________________
 CU0819  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 CU0819  DYNAMIC HT  -         815.965 (meters)    2677.05  (feet)  COMP
 CU0819  MODELED GRAV-     979,219.0   (mgal)                       NAVD 88
 CU0819
 CU0819  VERT ORDER  -  FIRST     CLASS II
 CU0819
 CU0819.The horizontal coordinates were scaled from a topographic map and have
 CU0819.an estimated accuracy of +/- 6 seconds.
 CU0819
 CU0819.The orthometric height was determined by differential leveling
 CU0819.and adjusted by the National Geodetic Survey in June 1991..
 CU0819
 CU0819.The geoid height was determined by GEOID03.
 CU0819
 CU0819.The dynamic height is computed by dividing the NAVD 88
 CU0819.geopotential number by the normal gravity value computed on the
 CU0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0819.degrees latitude (g = 980.6199 gals.).
 CU0819
 CU0819.The modeled gravity was interpolated from observed gravity values.
 CU0819
 CU0819;                    North         East    Units  Estimated Accuracy
 CU0819;SPC TXNC     - 2,052,610.      280,860.      MT  (+/- 180 meters Scaled)
 CU0819
 CU0819                          SUPERSEDED SURVEY CONTROL
 CU0819
 CU0819.No superseded survey control is available for this station.
 CU0819
 CU0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA280545(NAD 83)
 CU0819_MARKER: DB = BENCH MARK DISK
 CU0819_SETTING: 66 = SET IN ROCK OUTCROP
 CU0819_SP_SET: ROCK OUTCROP
 CU0819_STAMPING: P 1452 1982
 CU0819_MARK LOGO: NGS   
 CU0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0819
 CU0819  HISTORY     - Date     Condition        Report By
 CU0819  HISTORY     - 1982     MONUMENTED       NGS
 CU0819
 CU0819                          STATION DESCRIPTION
 CU0819
 CU0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0819'21.0 KM (13.05 MI) NE FROM MIDLAND.
 CU0819'21.0 KM (13.05 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0819'FROM THE POST OFFICE IN MIDLAND, IN A 2 BY 4 FT EXPOSED AREA OF
 CU0819'OUTCROPPING BEDROCK, 13.6 METERS (44.6 FT) SOUTHWEST OF THE CENTERLINE
 CU0819'OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 20, 13.1 METERS (43.0
 CU0819'FT) NORTHWEST OF THE NEAR RAIL AND 7.4 METERS (24.3 FT) WEST-SOUTHWEST
 CU0819'OF A UTILITY POLE.
 CU0819'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 CU0819'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0792 ***********************************************************************
 CU0792  DESIGNATION -  P 1453
 CU0792  PID         -  CU0792
 CU0792  STATE/COUNTY-  TX/HOWARD
 CU0792  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0792
 CU0792                         *CURRENT SURVEY CONTROL
 CU0792  ___________________________________________________________________
 CU0792* NAD 83(1986)-  32 16 22.     (N)    101 22 49.     (W)     SCALED    
 CU0792* NAVD 88     -       746.648  (meters)    2449.63   (feet)  ADJUSTED  
 CU0792  ___________________________________________________________________
 CU0792  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CU0792  DYNAMIC HT  -         745.625 (meters)    2446.27  (feet)  COMP
 CU0792  MODELED GRAV-     979,245.3   (mgal)                       NAVD 88
 CU0792
 CU0792  VERT ORDER  -  FIRST     CLASS II
 CU0792
 CU0792.The horizontal coordinates were scaled from a topographic map and have
 CU0792.an estimated accuracy of +/- 6 seconds.
 CU0792
 CU0792.The orthometric height was determined by differential leveling
 CU0792.and adjusted by the National Geodetic Survey in June 1991..
 CU0792
 CU0792.The geoid height was determined by GEOID03.
 CU0792
 CU0792.The dynamic height is computed by dividing the NAVD 88
 CU0792.geopotential number by the normal gravity value computed on the
 CU0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0792.degrees latitude (g = 980.6199 gals.).
 CU0792
 CU0792.The modeled gravity was interpolated from observed gravity values.
 CU0792
 CU0792;                    North         East    Units  Estimated Accuracy
 CU0792;SPC TXNC     - 2,070,930.      328,690.      MT  (+/- 180 meters Scaled)
 CU0792
 CU0792                          SUPERSEDED SURVEY CONTROL
 CU0792
 CU0792.No superseded survey control is available for this station.
 CU0792
 CU0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA758731(NAD 83)
 CU0792_MARKER: I = METAL ROD
 CU0792_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0792_SP_SET: STAINLESS STEEL ROD
 CU0792_STAMPING: P 1453 1982
 CU0792_MARK LOGO: NGS   
 CU0792_PROJECTION: FLUSH
 CU0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0792_ROD/PIPE-DEPTH: 5.2  meters
 CU0792
 CU0792  HISTORY     - Date     Condition        Report By
 CU0792  HISTORY     - 1982     MONUMENTED       NGS
 CU0792
 CU0792                          STATION DESCRIPTION
 CU0792
 CU0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0792'10.8 KM (6.7 MI) NE FROM BIG SPRING.
 CU0792'10.8 KM (6.7 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0792'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, 0.2 KM (0.1 MI) NORTHEAST
 CU0792'OF MILEPOST 184, 11.5 METERS (37.7 FT) SOUTH-SOUTHEAST OF THE
 CU0792'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 9.4 METERS (30.8
 CU0792'FT) NORTH-NORTHWEST OF THE CENTER OF A FRONTAGE ROAD AND 0.9 METER
 CU0792'(3.0 FT) SOUTH OF A HIGHWAY INFORMATION SIGN (EXIT 184 MOSS LAKE ROAD
 CU0792'AND SPRINGS 0.5 MILE).  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CU0792'5-INCH LOGO CAP.
 CU0792'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CU0792'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0426 ***********************************************************************
 BN0426  DESIGNATION -  P 1454
 BN0426  PID         -  BN0426
 BN0426  STATE/COUNTY-  TX/KIMBLE
 BN0426  USGS QUAD   -  TELEGRAPH (1974)
 BN0426
 BN0426                         *CURRENT SURVEY CONTROL
 BN0426  ___________________________________________________________________
 BN0426* NAD 83(1986)-  30 18 24.     (N)    099 54 36.     (W)     SCALED    
 BN0426* NAVD 88     -       579.313  (meters)    1900.63   (feet)  ADJUSTED  
 BN0426  ___________________________________________________________________
 BN0426  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0426  DYNAMIC HT  -         578.469 (meters)    1897.86  (feet)  COMP
 BN0426  MODELED GRAV-     979,166.7   (mgal)                       NAVD 88
 BN0426
 BN0426  VERT ORDER  -  FIRST     CLASS II
 BN0426
 BN0426.The horizontal coordinates were scaled from a topographic map and have
 BN0426.an estimated accuracy of +/- 6 seconds.
 BN0426
 BN0426.The orthometric height was determined by differential leveling
 BN0426.and adjusted by the National Geodetic Survey in June 1991..
 BN0426
 BN0426.The geoid height was determined by GEOID03.
 BN0426
 BN0426.The dynamic height is computed by dividing the NAVD 88
 BN0426.geopotential number by the normal gravity value computed on the
 BN0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0426.degrees latitude (g = 980.6199 gals.).
 BN0426
 BN0426.The modeled gravity was interpolated from observed gravity values.
 BN0426
 BN0426;                    North         East    Units  Estimated Accuracy
 BN0426;SPC TX C     - 3,071,030.      740,720.      MT  (+/- 180 meters Scaled)
 BN0426
 BN0426                          SUPERSEDED SURVEY CONTROL
 BN0426
 BN0426.No superseded survey control is available for this station.
 BN0426
 BN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU125531(NAD 83)
 BN0426_MARKER: DB = BENCH MARK DISK
 BN0426_SETTING: 66 = SET IN ROCK OUTCROP
 BN0426_SP_SET: ROCK OUTCROP
 BN0426_STAMPING: P 1454 1982
 BN0426_MARK LOGO: NGS   
 BN0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0426+STABILITY: POSITION/ELEVATION WELL
 BN0426
 BN0426  HISTORY     - Date     Condition        Report By
 BN0426  HISTORY     - 1982     MONUMENTED       NGS
 BN0426  HISTORY     - 19981121 GOOD             USPSQD
 BN0426
 BN0426                          STATION DESCRIPTION
 BN0426
 BN0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0426'28.4 KM (17.65 MI) SW FROM JUNCTION.
 BN0426'28.4 KM (17.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0426'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, IN AN EXPOSED AREA
 BN0426'OF OUTCROPPING BEDROCK, 32.9 METERS (107.9 FT) SOUTHWEST OF THE
 BN0426'CENTERLINE OF THE HIGHWAY AND 4.6 METERS (15.1 FT) NORTHEAST OF A
 BN0426'FENCE.
 BN0426'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 BN0426'THE MARK IS 7.0 M ABOVE THE HIGHWAY.
 BN0426
 BN0426                          STATION RECOVERY (1998)
 BN0426
 BN0426'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0827 ***********************************************************************
 CA0827  DESIGNATION -  P 1455
 CA0827  PID         -  CA0827
 CA0827  STATE/COUNTY-  TX/MCCULLOCH
 CA0827  USGS QUAD   -  MERCURY (1987)
 CA0827
 CA0827                         *CURRENT SURVEY CONTROL
 CA0827  ___________________________________________________________________
 CA0827* NAD 83(1986)-  31 24 37.     (N)    099 10 13.     (W)     SCALED    
 CA0827* NAVD 88     -       449.041  (meters)    1473.23   (feet)  ADJUSTED  
 CA0827  ___________________________________________________________________
 CA0827  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 CA0827  DYNAMIC HT  -         448.445 (meters)    1471.27  (feet)  COMP
 CA0827  MODELED GRAV-     979,298.3   (mgal)                       NAVD 88
 CA0827
 CA0827  VERT ORDER  -  FIRST     CLASS II
 CA0827
 CA0827.The horizontal coordinates were scaled from a topographic map and have
 CA0827.an estimated accuracy of +/- 6 seconds.
 CA0827
 CA0827.The orthometric height was determined by differential leveling
 CA0827.and adjusted by the National Geodetic Survey in June 1991..
 CA0827
 CA0827.The geoid height was determined by GEOID03.
 CA0827
 CA0827.The dynamic height is computed by dividing the NAVD 88
 CA0827.geopotential number by the normal gravity value computed on the
 CA0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0827.degrees latitude (g = 980.6199 gals.).
 CA0827
 CA0827.The modeled gravity was interpolated from observed gravity values.
 CA0827
 CA0827;                    North         East    Units  Estimated Accuracy
 CA0827;SPC TX C     - 3,193,870.      810,590.      MT  (+/- 180 meters Scaled)
 CA0827
 CA0827                          SUPERSEDED SURVEY CONTROL
 CA0827
 CA0827.No superseded survey control is available for this station.
 CA0827
 CA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV838750(NAD 83)
 CA0827_MARKER: I = METAL ROD
 CA0827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0827_SP_SET: STAINLESS STEEL ROD
 CA0827_STAMPING: P 1455 1982
 CA0827_MARK LOGO: NGS   
 CA0827_PROJECTION: FLUSH
 CA0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0827+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0827_ROD/PIPE-DEPTH: 3.7  meters
 CA0827
 CA0827  HISTORY     - Date     Condition        Report By
 CA0827  HISTORY     - 1982     MONUMENTED       NGS
 CA0827  HISTORY     - 19950826 GOOD             USPSQD
 CA0827  HISTORY     - 20060319 GOOD             USPSQD
 CA0827
 CA0827                          STATION DESCRIPTION
 CA0827
 CA0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0827'35.0 KM (21.75 MI) NE FROM BRADY.
 CA0827'35.0 KM (21.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0827'COURTHOUSE IN BRADY, 0.8 KM (0.5 MI) SOUTH OF THE JUNCTION OF FARM
 CA0827'ROAD 502, 15.0 METERS (49.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY
 CA0827'AND 2.1 METERS (6.9 FT) NORTH-NORTHEAST OF A UTILITY POLE.
 CA0827'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0827'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CA0827'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CA0827
 CA0827                          STATION RECOVERY (1995)
 CA0827
 CA0827'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0827'RECOVERED IN GOOD CONDITION.
 CA0827
 CA0827                          STATION RECOVERY (2006)
 CA0827
 CA0827'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0827'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0851 ***********************************************************************
 CA0851  DESIGNATION -  P 1456
 CA0851  PID         -  CA0851
 CA0851  STATE/COUNTY-  TX/BROWN
 CA0851  USGS QUAD   -  BROWNWOOD (1996)
 CA0851
 CA0851                         *CURRENT SURVEY CONTROL
 CA0851  ___________________________________________________________________
 CA0851* NAD 83(1986)-  31 43 48.     (N)    098 59 21.     (W)     SCALED    
 CA0851* NAVD 88     -       415.419  (meters)    1362.92   (feet)  ADJUSTED  
 CA0851  ___________________________________________________________________
 CA0851  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CA0851  DYNAMIC HT  -         414.878 (meters)    1361.15  (feet)  COMP
 CA0851  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 CA0851
 CA0851  VERT ORDER  -  FIRST     CLASS II
 CA0851
 CA0851.The horizontal coordinates were scaled from a topographic map and have
 CA0851.an estimated accuracy of +/- 6 seconds.
 CA0851
 CA0851.The orthometric height was determined by differential leveling
 CA0851.and adjusted by the National Geodetic Survey in June 1991..
 CA0851
 CA0851.The geoid height was determined by GEOID03.
 CA0851
 CA0851.The dynamic height is computed by dividing the NAVD 88
 CA0851.geopotential number by the normal gravity value computed on the
 CA0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0851.degrees latitude (g = 980.6199 gals.).
 CA0851
 CA0851.The modeled gravity was interpolated from observed gravity values.
 CA0851
 CA0851;                    North         East    Units  Estimated Accuracy
 CA0851;SPC TX C     - 3,229,510.      827,380.      MT  (+/- 180 meters Scaled)
 CA0851
 CA0851                          SUPERSEDED SURVEY CONTROL
 CA0851
 CA0851.No superseded survey control is available for this station.
 CA0851
 CA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA010105(NAD 83)
 CA0851_MARKER: DB = BENCH MARK DISK
 CA0851_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CA0851_SP_SET: ABUTMENT
 CA0851_STAMPING: P 1456 1982
 CA0851_MARK LOGO: NGS   
 CA0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0851
 CA0851  HISTORY     - Date     Condition        Report By
 CA0851  HISTORY     - 1982     MONUMENTED       NGS
 CA0851  HISTORY     - 1983     GOOD             NGS
 CA0851  HISTORY     - 20020730 MARK NOT FOUND   USPSQD
 CA0851
 CA0851                          STATION DESCRIPTION
 CA0851
 CA0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0851'IN BROWNWOOD.
 CA0851'IN BROWNWOOD, IN TOP OF AND 2.3 METERS (7.5 FT) SOUTH OF THE NORTH END
 CA0851'OF THE EAST CONCRETE ABUTMENT OF U.S. HIGHWAYS 67 AND 84 OVERPASS OF
 CA0851'AUSTIN AVENUE AND 9.7 METERS (31.8 FT) NORTH OF THE CENTERLINE OF THE
 CA0851'HIGHWAY.
 CA0851'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 CA0851
 CA0851                          STATION RECOVERY (1983)
 CA0851
 CA0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0851'RECOVERED IN GOOD CONDITION.
 CA0851
 CA0851                          STATION RECOVERY (2002)
 CA0851
 CA0851'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0851'THIS OVERPASS WAS DESTROYED JULY 24, 2002.  DISK WAS PROBABLY CARRIED
 CA0851'OFF IN THE RUBBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0875 ***********************************************************************
 CA0875  DESIGNATION -  P 1457
 CA0875  PID         -  CA0875
 CA0875  STATE/COUNTY-  TX/COLEMAN
 CA0875  USGS QUAD   -  COLEMAN (1987)
 CA0875
 CA0875                         *CURRENT SURVEY CONTROL
 CA0875  ___________________________________________________________________
 CA0875* NAD 83(1986)-  31 48 32.     (N)    099 23 43.     (W)     SCALED    
 CA0875* NAVD 88     -       518.735  (meters)    1701.88   (feet)  ADJUSTED  
 CA0875  ___________________________________________________________________
 CA0875  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CA0875  DYNAMIC HT  -         518.052 (meters)    1699.64  (feet)  COMP
 CA0875  MODELED GRAV-     979,306.3   (mgal)                       NAVD 88
 CA0875
 CA0875  VERT ORDER  -  FIRST     CLASS II
 CA0875
 CA0875.The horizontal coordinates were scaled from a topographic map and have
 CA0875.an estimated accuracy of +/- 6 seconds.
 CA0875
 CA0875.The orthometric height was determined by differential leveling
 CA0875.and adjusted by the National Geodetic Survey in June 1991..
 CA0875
 CA0875.The geoid height was determined by GEOID03.
 CA0875
 CA0875.The dynamic height is computed by dividing the NAVD 88
 CA0875.geopotential number by the normal gravity value computed on the
 CA0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0875.degrees latitude (g = 980.6199 gals.).
 CA0875
 CA0875.The modeled gravity was interpolated from observed gravity values.
 CA0875
 CA0875;                    North         East    Units  Estimated Accuracy
 CA0875;SPC TX C     - 3,237,860.      788,820.      MT  (+/- 180 meters Scaled)
 CA0875
 CA0875                          SUPERSEDED SURVEY CONTROL
 CA0875
 CA0875.No superseded survey control is available for this station.
 CA0875
 CA0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA625193(NAD 83)
 CA0875_MARKER: I = METAL ROD
 CA0875_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0875+WITH SETTING: INFORMATION.
 CA0875_SP_SET: SHALLOW SET METAL ROD
 CA0875_STAMPING: P 1457 1982
 CA0875_MARK LOGO: NGS   
 CA0875_PROJECTION: FLUSH
 CA0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0875+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0875_ROD/PIPE-DEPTH: 1.8  meters
 CA0875
 CA0875  HISTORY     - Date     Condition        Report By
 CA0875  HISTORY     - 1982     MONUMENTED       NGS
 CA0875  HISTORY     - 20060320 GOOD             USPSQD
 CA0875
 CA0875                          STATION DESCRIPTION
 CA0875
 CA0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0875'6.2 KM (3.85 MI) SE FROM COLEMAN.
 CA0875'6.2 KM (3.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0875'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, 0.4 KM
 CA0875'(0.25 MI) SOUTHEAST OF THE JUNCTION OF FARM ROAD 568, 36.0 METERS
 CA0875'(118.1 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 23.3 METERS
 CA0875'(76.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.6 METER
 CA0875'(2.0 FT) SOUTHEAST OF A T-FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT
 CA0875'6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0875'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0875'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0875
 CA0875                          STATION RECOVERY (2006)
 CA0875
 CA0875'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0875'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0875' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0739 ***********************************************************************
 CU0739  DESIGNATION -  P 1458
 CU0739  PID         -  CU0739
 CU0739  STATE/COUNTY-  TX/NOLAN
 CU0739  USGS QUAD   -  CHALK PEAK (1984)
 CU0739
 CU0739                         *CURRENT SURVEY CONTROL
 CU0739  ___________________________________________________________________
 CU0739* NAD 83(1986)-  32 29 30.     (N)    100 14 58.     (W)     SCALED    
 CU0739* NAVD 88     -       609.104  (meters)    1998.37   (feet)  ADJUSTED  
 CU0739  ___________________________________________________________________
 CU0739  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CU0739  DYNAMIC HT  -         608.301 (meters)    1995.73  (feet)  COMP
 CU0739  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 CU0739
 CU0739  VERT ORDER  -  FIRST     CLASS II
 CU0739
 CU0739.The horizontal coordinates were scaled from a topographic map and have
 CU0739.an estimated accuracy of +/- 6 seconds.
 CU0739
 CU0739.The orthometric height was determined by differential leveling
 CU0739.and adjusted by the National Geodetic Survey in June 1991..
 CU0739
 CU0739.The geoid height was determined by GEOID03.
 CU0739
 CU0739.The dynamic height is computed by dividing the NAVD 88
 CU0739.geopotential number by the normal gravity value computed on the
 CU0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0739.degrees latitude (g = 980.6199 gals.).
 CU0739
 CU0739.The modeled gravity was interpolated from observed gravity values.
 CU0739
 CU0739;                    North         East    Units  Estimated Accuracy
 CU0739;SPC TXNC     - 2,092,850.      435,600.      MT  (+/- 180 meters Scaled)
 CU0739
 CU0739                          SUPERSEDED SURVEY CONTROL
 CU0739
 CU0739.No superseded survey control is available for this station.
 CU0739
 CU0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA826956(NAD 83)
 CU0739_MARKER: I = METAL ROD
 CU0739_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0739+WITH SETTING: INFORMATION.
 CU0739_SP_SET: SHALLOW SET METAL ROD
 CU0739_STAMPING: P 1458 1982
 CU0739_MARK LOGO: NGS   
 CU0739_PROJECTION: FLUSH
 CU0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0739_ROD/PIPE-DEPTH: 2.4  meters
 CU0739
 CU0739  HISTORY     - Date     Condition        Report By
 CU0739  HISTORY     - 1982     MONUMENTED       NGS
 CU0739
 CU0739                          STATION DESCRIPTION
 CU0739
 CU0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0739'15.6 KM (9.7 MI) EAST FROM SWEETWATER.
 CU0739'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0739'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0739'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0739'11.2 KM (6.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.5 KM (0.3
 CU0739'MI) WEST OF THE ENTRANCE TO AN ELECTRIC SUBSTATION, 29.7 METERS (97.4
 CU0739'FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND
 CU0739'11.3 METERS (37.1 FT) NORTH OF THE CENTER OF A FRONTAGE ROAD.
 CU0739'NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS
 CU0739'THROUGH A 5-INCH LOGO CAP.
 CU0739'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CU0739'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0758 ***********************************************************************
 CU0758  DESIGNATION -  P 1459
 CU0758  PID         -  CU0758
 CU0758  STATE/COUNTY-  TX/MITCHELL
 CU0758  USGS QUAD   -  LORAINE (1969)
 CU0758
 CU0758                         *CURRENT SURVEY CONTROL
 CU0758  ___________________________________________________________________
 CU0758* NAD 83(1986)-  32 24 49.     (N)    100 42 21.     (W)     SCALED    
 CU0758* NAVD 88     -       696.302  (meters)    2284.45   (feet)  ADJUSTED  
 CU0758  ___________________________________________________________________
 CU0758  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CU0758  DYNAMIC HT  -         695.365 (meters)    2281.38  (feet)  COMP
 CU0758  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 CU0758
 CU0758  VERT ORDER  -  FIRST     CLASS II
 CU0758
 CU0758.The horizontal coordinates were scaled from a topographic map and have
 CU0758.an estimated accuracy of +/- 6 seconds.
 CU0758
 CU0758.The orthometric height was determined by differential leveling
 CU0758.and adjusted by the National Geodetic Survey in June 1991..
 CU0758
 CU0758.The geoid height was determined by GEOID03.
 CU0758
 CU0758.The dynamic height is computed by dividing the NAVD 88
 CU0758.geopotential number by the normal gravity value computed on the
 CU0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0758.degrees latitude (g = 980.6199 gals.).
 CU0758
 CU0758.The modeled gravity was interpolated from observed gravity values.
 CU0758
 CU0758;                    North         East    Units  Estimated Accuracy
 CU0758;SPC TXNC     - 2,085,010.      392,530.      MT  (+/- 180 meters Scaled)
 CU0758
 CU0758                          SUPERSEDED SURVEY CONTROL
 CU0758
 CU0758.No superseded survey control is available for this station.
 CU0758
 CU0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA395875(NAD 83)
 CU0758_MARKER: DB = BENCH MARK DISK
 CU0758_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0758_SP_SET: PIER
 CU0758_STAMPING: P 1459 1982
 CU0758_MARK LOGO: NGS   
 CU0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0758+STABILITY: POSITION/ELEVATION WELL
 CU0758
 CU0758  HISTORY     - Date     Condition        Report By
 CU0758  HISTORY     - 1982     MONUMENTED       NGS
 CU0758
 CU0758                          STATION DESCRIPTION
 CU0758
 CU0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0758'15.2 KM (9.45 MI) NE FROM COLORADO CITY.
 CU0758'15.2 KM (9.45 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0758'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, OR 16.6 KM (10.3 MI)
 CU0758'SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM ITS JUNCTION
 CU0758'WITH U. S. HIGHWAY 84 IN ROSCOE, SET VERTICALLY IN THE NORTH FACE OF
 CU0758'THE MOST SOUTHERLY 1 OF 4 PIERS OF THE SIXTH SET OF PIERS WEST OF THE
 CU0758'EAST ABUTMENT OF THE INTERSTATE HIGHWAY 20 OVERPASS AND 20.4 METERS
 CU0758'(66.9 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CU0758'THE MARK IS 1.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0062 ***********************************************************************
 CE0062  DESIGNATION -  P 146
 CE0062  PID         -  CE0062
 CE0062  STATE/COUNTY-  TX/EL PASO
 CE0062  USGS QUAD   -  EL PASO (1997)
 CE0062
 CE0062                         *CURRENT SURVEY CONTROL
 CE0062  ___________________________________________________________________
 CE0062* NAD 83(1986)-  31 46 05.     (N)    106 29 06.     (W)     SCALED    
 CE0062* NAVD 88     -      1140.638  (meters)    3742.24   (feet)  ADJUSTED  
 CE0062  ___________________________________________________________________
 CE0062  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0062  DYNAMIC HT  -        1138.939 (meters)    3736.67  (feet)  COMP
 CE0062  MODELED GRAV-     979,111.1   (mgal)                       NAVD 88
 CE0062
 CE0062  VERT ORDER  -  FIRST     CLASS I
 CE0062
 CE0062.The horizontal coordinates were scaled from a topographic map and have
 CE0062.an estimated accuracy of +/- 6 seconds.
 CE0062
 CE0062.The orthometric height was determined by differential leveling
 CE0062.and adjusted by the National Geodetic Survey in November 1996..
 CE0062
 CE0062.The geoid height was determined by GEOID03.
 CE0062
 CE0062.The dynamic height is computed by dividing the NAVD 88
 CE0062.geopotential number by the normal gravity value computed on the
 CE0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0062.degrees latitude (g = 980.6199 gals.).
 CE0062
 CE0062.The modeled gravity was interpolated from observed gravity values.
 CE0062
 CE0062;                    North         East    Units  Estimated Accuracy
 CE0062;SPC TX C     - 3,249,070.      117,570.      MT  (+/- 180 meters Scaled)
 CE0062
 CE0062                          SUPERSEDED SURVEY CONTROL
 CE0062
 CE0062  NAVD 88 (06/15/91) 1140.658  (m)         3742.31   (f) UNKNOWN     1 1
 CE0062  NGVD 29 (??/??/92) 1140.191  (m)         3740.78   (f) ADJ UNCH    1 1
 CE0062
 CE0062.Superseded values are not recommended for survey control.
 CE0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0062.See file dsdata.txt to determine how the superseded data were derived.
 CE0062
 CE0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR593156(NAD 83)
 CE0062_MARKER: DB = BENCH MARK DISK
 CE0062_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CE0062_SP_SET: CURB
 CE0062_STAMPING: P 146 1954
 CE0062_MARK LOGO: CGS   
 CE0062_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0062+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1994
 CE0062
 CE0062  HISTORY     - Date     Condition        Report By
 CE0062  HISTORY     - 1954     MONUMENTED       CGS
 CE0062  HISTORY     - 1981     GOOD             NGS
 CE0062  HISTORY     - 19921122 GOOD             NGS
 CE0062  HISTORY     - 19940415 GOOD             NGS
 CE0062
 CE0062                          STATION DESCRIPTION
 CE0062
 CE0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0062'IN EL PASO.
 CE0062'AT EL PASO, AT THE INTERSECTION OF ANGE STREET AND EAST MONTANA
 CE0062'STREET, 26 FEET SOUTHEAST OF THE CENTER LINE OF EAST MONTANA STREET,
 CE0062'64 FEET SOUTHWEST OF THE CENTER LINE OF ANGE STREET, AT THE NORTH
 CE0062'CORNER OF A SMALL CITY PARK, 125 FEET SOUTHWEST OF THE SOUTHWEST
 CE0062'CORNER OF ST. PAULS LUTEHERAN CHURCH, SET IN THE TOP OF THE SOUTHEAST
 CE0062'CURB OF EAST MONTANA STREET.
 CE0062
 CE0062                          STATION RECOVERY (1981)
 CE0062
 CE0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0062'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CE0062'IN EL PASO, ACROSS THE STREET FROM 917 MONTANA STREET (FIRST BAPTIST
 CE0062'CHURCH CUMMUNITY CENTER), IN THE SOUTHWEST ANGLE OF MONTANA AND ANCE
 CE0062'STREETS, IN TOP OF THE SOUTHEAST CURB OF EAST MONTANA STREET, 38.1
 CE0062'METERS (125.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE ST.
 CE0062'PAULS LUTHERAN CHURCH, 19.5 METERS (64.0 FT) SOUTHWEST OF THE CENTER
 CE0062'OF ANCE STREET, 7.9 METERS (26.0 FT) SOUTHEAST OF THE CENTERLINE OF
 CE0062'EAST MONTANA STREET AND 5.5 METERS (18.0 FT) SOUTHWEST OF A UTILITY
 CE0062'POLE WITH A STREET LIGHT.
 CE0062
 CE0062                          STATION RECOVERY (1992)
 CE0062
 CE0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0062'IN EL PASO, AT THE INTERSECTION OF MONTANA AVENUE AND ANGE STREET, IN
 CE0062'A CONCRETE CURB ALONG THE SOUTHEAST SIDE OF THE AVENUE, 19.2 M
 CE0062'(63.0 FT) SOUTHWEST OF THE STREET CENTER, 7.6 M (24.9 FT) SOUTHEAST
 CE0062'OF AND LEVEL WITH THE AVENUE CENTERLINE, AND 5.5 M (18.0 FT)
 CE0062'SOUTHWEST OF A UTILITY POLE.
 CE0062
 CE0062                          STATION RECOVERY (1994)
 CE0062
 CE0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0062'IN EL PASO, AT THE INTERSECTION OF ANGE STREET AND MONTANA AVENUE, IN
 CE0062'A CONCRETE CURB ALONG THE SOUTHEAST SIDE OF THE AVENUE, 19.2 M
 CE0062'(63.0 FT) SOUTHWEST OF THE STREET CENTER, 7.6 M (24.9 FT) SOUTHEAST
 CE0062'OF AND LEVEL WITH THE AVENUE CENTERLINE, AND 5.5 M (18.0 FT)
 CE0062'SOUTHWEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0866 ***********************************************************************
 CU0866  DESIGNATION -  P 1460
 CU0866  PID         -  CU0866
 CU0866  STATE/COUNTY-  TX/SCURRY
 CU0866  USGS QUAD   -  INADALE (1969)
 CU0866
 CU0866                         *CURRENT SURVEY CONTROL
 CU0866  ___________________________________________________________________
 CU0866* NAD 83(1986)-  32 32 16.     (N)    100 40 50.     (W)     SCALED    
 CU0866* NAVD 88     -       727.706  (meters)    2387.48   (feet)  ADJUSTED  
 CU0866  ___________________________________________________________________
 CU0866  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CU0866  DYNAMIC HT  -         726.727 (meters)    2384.27  (feet)  COMP
 CU0866  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 CU0866
 CU0866  VERT ORDER  -  FIRST     CLASS II
 CU0866
 CU0866.The horizontal coordinates were scaled from a topographic map and have
 CU0866.an estimated accuracy of +/- 6 seconds.
 CU0866
 CU0866.The orthometric height was determined by differential leveling
 CU0866.and adjusted by the National Geodetic Survey in June 1991..
 CU0866
 CU0866.The geoid height was determined by GEOID03.
 CU0866
 CU0866.The dynamic height is computed by dividing the NAVD 88
 CU0866.geopotential number by the normal gravity value computed on the
 CU0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0866.degrees latitude (g = 980.6199 gals.).
 CU0866
 CU0866.The modeled gravity was interpolated from observed gravity values.
 CU0866
 CU0866;                    North         East    Units  Estimated Accuracy
 CU0866;SPC TXNC     - 2,098,720.      395,200.      MT  (+/- 180 meters Scaled)
 CU0866
 CU0866                          SUPERSEDED SURVEY CONTROL
 CU0866
 CU0866.No superseded survey control is available for this station.
 CU0866
 CU0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB421012(NAD 83)
 CU0866_MARKER: I = METAL ROD
 CU0866_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CU0866_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CU0866_STAMPING: P 1460 1982
 CU0866_MARK LOGO: NGS   
 CU0866_PROJECTION: FLUSH
 CU0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0866+STABILITY: POSITION/ELEVATION WELL
 CU0866_ROD/PIPE-DEPTH: 9.8  meters
 CU0866_SLEEVE-DEPTH  : 9.1 meters
 CU0866
 CU0866  HISTORY     - Date     Condition        Report By
 CU0866  HISTORY     - 1982     MONUMENTED       NGS
 CU0866
 CU0866                          STATION DESCRIPTION
 CU0866
 CU0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0866'17.2 KM (10.7 MI) NW FROM ROSCOE.
 CU0866'17.2 KM (10.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0866'OFFICE IN ROSCOE, 0.4 KM (0.25 MI) SOUTHEAST OF THE JUNCTION OF A
 CU0866'PAVED ROAD, 42.4 METERS (139.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CU0866'SOUTHEAST BOUND LANES OF THE HIGHWAY, 11.4 METERS (37.4 FT) SOUTHWEST
 CU0866'OF THE NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC RAILROAD AND 1.1
 CU0866'METERS (3.6 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CU0866'POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0866'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0866'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0844 ***********************************************************************
 CU0844  DESIGNATION -  P 1461
 CU0844  PID         -  CU0844
 CU0844  STATE/COUNTY-  TX/SCURRY
 CU0844  USGS QUAD   -  BRAND (1954)
 CU0844
 CU0844                         *CURRENT SURVEY CONTROL
 CU0844  ___________________________________________________________________
 CU0844* NAD 83(1986)-  32 47 35.     (N)    100 57 34.     (W)     SCALED    
 CU0844* NAVD 88     -       737.364  (meters)    2419.17   (feet)  ADJUSTED  
 CU0844  ___________________________________________________________________
 CU0844  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CU0844  DYNAMIC HT  -         736.398 (meters)    2416.00  (feet)  COMP
 CU0844  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 CU0844
 CU0844  VERT ORDER  -  FIRST     CLASS II
 CU0844
 CU0844.The horizontal coordinates were scaled from a topographic map and have
 CU0844.an estimated accuracy of +/- 6 seconds.
 CU0844
 CU0844.The orthometric height was determined by differential leveling
 CU0844.and adjusted by the National Geodetic Survey in June 1991..
 CU0844
 CU0844.The geoid height was determined by GEOID03.
 CU0844
 CU0844.The dynamic height is computed by dividing the NAVD 88
 CU0844.geopotential number by the normal gravity value computed on the
 CU0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0844.degrees latitude (g = 980.6199 gals.).
 CU0844
 CU0844.The modeled gravity was interpolated from observed gravity values.
 CU0844
 CU0844;                    North         East    Units  Estimated Accuracy
 CU0844;SPC TXNC     - 2,127,600.      369,670.      MT  (+/- 180 meters Scaled)
 CU0844
 CU0844                          SUPERSEDED SURVEY CONTROL
 CU0844
 CU0844.No superseded survey control is available for this station.
 CU0844
 CU0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB165300(NAD 83)
 CU0844_MARKER: DB = BENCH MARK DISK
 CU0844_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0844_SP_SET: PIER
 CU0844_STAMPING: P 1461 1982
 CU0844_MARK LOGO: NGS   
 CU0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0844+STABILITY: POSITION/ELEVATION WELL
 CU0844
 CU0844  HISTORY     - Date     Condition        Report By
 CU0844  HISTORY     - 1982     MONUMENTED       NGS
 CU0844
 CU0844                          STATION DESCRIPTION
 CU0844
 CU0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0844'13.8 KM (8.5 MI) NW FROM SNYDER.
 CU0844'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0844'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0844'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0844'NORTH ALONG FARM ROAD 1611, SET VERTICALLY IN THE SOUTHWEST FACE OF
 CU0844'THE MOST SOUTHEASTERLY ONE OF TWO PIERS OF THE OVERPASS OF U.S.
 CU0844'HIGHWAY 84 AND 10.4 METERS (34.1 FT) SOUTHWEST OF THE CENTERLINE OF
 CU0844'THE SOUTHEAST BOUND LANES OF THE HIGHWAY.
 CU0844'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0484 ***********************************************************************
 DP0484  DESIGNATION -  P 1462
 DP0484  PID         -  DP0484
 DP0484  STATE/COUNTY-  TX/GARZA
 DP0484  USGS QUAD   -  JUSTICEBURG (1969)
 DP0484
 DP0484                         *CURRENT SURVEY CONTROL
 DP0484  ___________________________________________________________________
 DP0484* NAD 83(1986)-  33 01 01.     (N)    101 10 43.     (W)     SCALED    
 DP0484* NAVD 88     -       694.858  (meters)    2279.71   (feet)  ADJUSTED  
 DP0484  ___________________________________________________________________
 DP0484  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DP0484  DYNAMIC HT  -         693.980 (meters)    2276.83  (feet)  COMP
 DP0484  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 DP0484
 DP0484  VERT ORDER  -  FIRST     CLASS II
 DP0484
 DP0484.The horizontal coordinates were scaled from a topographic map and have
 DP0484.an estimated accuracy of +/- 6 seconds.
 DP0484
 DP0484.The orthometric height was determined by differential leveling
 DP0484.and adjusted by the National Geodetic Survey in June 1991..
 DP0484
 DP0484.The geoid height was determined by GEOID03.
 DP0484
 DP0484.The dynamic height is computed by dividing the NAVD 88
 DP0484.geopotential number by the normal gravity value computed on the
 DP0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0484.degrees latitude (g = 980.6199 gals.).
 DP0484
 DP0484.The modeled gravity was interpolated from observed gravity values.
 DP0484
 DP0484;                    North         East    Units  Estimated Accuracy
 DP0484;SPC TXNC     - 2,152,920.      349,780.      MT  (+/- 180 meters Scaled)
 DP0484
 DP0484                          SUPERSEDED SURVEY CONTROL
 DP0484
 DP0484.No superseded survey control is available for this station.
 DP0484
 DP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB965552(NAD 83)
 DP0484_MARKER: I = METAL ROD
 DP0484_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP0484+WITH SETTING: INFORMATION.
 DP0484_SP_SET: SHALLOW SET METAL ROD
 DP0484_STAMPING: P 1462 1982
 DP0484_MARK LOGO: NGS   
 DP0484_PROJECTION: FLUSH
 DP0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0484_ROD/PIPE-DEPTH: 1.5  meters
 DP0484
 DP0484  HISTORY     - Date     Condition        Report By
 DP0484  HISTORY     - 1982     MONUMENTED       NGS
 DP0484
 DP0484                          STATION DESCRIPTION
 DP0484
 DP0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0484'27.5 KM (17.1 MI) SE FROM POST.
 DP0484'27.5 KM (17.1 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0484'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 0.2 KM (0.1 MI)
 DP0484'NORTH OF THE JUNCTION OF A GRAVELED ROAD LEADING WEST, 30.0 METERS
 DP0484'(98.4 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 DP0484'THE HIGHWAY AND 1.1 METERS (3.6 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.
 DP0484'NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS
 DP0484'THROUGH A 5-INCH LOGO CAP.
 DP0484'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 DP0484'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0448 ***********************************************************************
 DP0448  DESIGNATION -  P 1463
 DP0448  PID         -  DP0448
 DP0448  STATE/COUNTY-  TX/GARZA
 DP0448  USGS QUAD   -  SOUTH DOKEGOOD CREEK (1968)
 DP0448
 DP0448                         *CURRENT SURVEY CONTROL
 DP0448  ___________________________________________________________________
 DP0448* NAD 83(1986)-  33 16 04.     (N)    101 29 03.     (W)     SCALED    
 DP0448* NAVD 88     -       899.357  (meters)    2950.64   (feet)  ADJUSTED  
 DP0448  ___________________________________________________________________
 DP0448  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 DP0448  DYNAMIC HT  -         898.187 (meters)    2946.80  (feet)  COMP
 DP0448  MODELED GRAV-     979,305.7   (mgal)                       NAVD 88
 DP0448
 DP0448  VERT ORDER  -  FIRST     CLASS II
 DP0448
 DP0448.The horizontal coordinates were scaled from a topographic map and have
 DP0448.an estimated accuracy of +/- 6 seconds.
 DP0448
 DP0448.The orthometric height was determined by differential leveling
 DP0448.and adjusted by the National Geodetic Survey in June 1991..
 DP0448
 DP0448.The geoid height was determined by GEOID03.
 DP0448
 DP0448.The dynamic height is computed by dividing the NAVD 88
 DP0448.geopotential number by the normal gravity value computed on the
 DP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0448.degrees latitude (g = 980.6199 gals.).
 DP0448
 DP0448.The modeled gravity was interpolated from observed gravity values.
 DP0448
 DP0448;                    North         East    Units  Estimated Accuracy
 DP0448;SPC TXNC     - 2,181,500.      322,040.      MT  (+/- 180 meters Scaled)
 DP0448
 DP0448                          SUPERSEDED SURVEY CONTROL
 DP0448
 DP0448.No superseded survey control is available for this station.
 DP0448
 DP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB686837(NAD 83)
 DP0448_MARKER: I = METAL ROD
 DP0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0448_SP_SET: STAINLESS STEEL ROD
 DP0448_STAMPING: P 1463 1982
 DP0448_MARK LOGO: NGS   
 DP0448_PROJECTION: FLUSH
 DP0448_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0448+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0448_ROD/PIPE-DEPTH: 4.9  meters
 DP0448
 DP0448  HISTORY     - Date     Condition        Report By
 DP0448  HISTORY     - 1982     MONUMENTED       NGS
 DP0448  HISTORY     - 19890630 GOOD             NGS
 DP0448  HISTORY     - 19990415 GOOD             NGS
 DP0448
 DP0448                          STATION DESCRIPTION
 DP0448
 DP0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0448'13.7 KM (8.5 MI) NW FROM POST.
 DP0448'13.7 KM (8.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0448'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 0.4 KM (0.25
 DP0448'MI) SOUTHEAST OF THE JUNCTION OF FARM ROAD 399, 16.2 METERS (53.1 FT)
 DP0448'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 DP0448'HIGHWAY AND 3.1 METERS (10.2 FT) NORTHWEST OF A FENCE CORNER.
 DP0448'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0448'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 DP0448'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0448
 DP0448                          STATION RECOVERY (1989)
 DP0448
 DP0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0448'RECOVERED IN GOOD CONDITION.
 DP0448
 DP0448                          STATION RECOVERY (1999)
 DP0448
 DP0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 DP0448'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1645 ***********************************************************************
 AY1645  DESIGNATION -  P 1464
 AY1645  PID         -  AY1645
 AY1645  STATE/COUNTY-  TX/BEXAR
 AY1645  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1645
 AY1645                         *CURRENT SURVEY CONTROL
 AY1645  ___________________________________________________________________
 AY1645* NAD 83(1986)-  29 25 26.     (N)    098 34 47.     (W)     SCALED    
 AY1645* NAVD 88     -       218.163  (meters)     715.76   (feet)  ADJUSTED  
 AY1645  ___________________________________________________________________
 AY1645  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AY1645  DYNAMIC HT  -         217.846 (meters)     714.72  (feet)  COMP
 AY1645  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AY1645
 AY1645  VERT ORDER  -  FIRST     CLASS II
 AY1645
 AY1645.The horizontal coordinates were scaled from a topographic map and have
 AY1645.an estimated accuracy of +/- 6 seconds.
 AY1645
 AY1645.The orthometric height was determined by differential leveling
 AY1645.and adjusted by the National Geodetic Survey in June 1991..
 AY1645
 AY1645.The geoid height was determined by GEOID03.
 AY1645
 AY1645.The dynamic height is computed by dividing the NAVD 88
 AY1645.geopotential number by the normal gravity value computed on the
 AY1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1645.degrees latitude (g = 980.6199 gals.).
 AY1645
 AY1645.The modeled gravity was interpolated from observed gravity values.
 AY1645
 AY1645;                    North         East    Units  Estimated Accuracy
 AY1645;SPC TXSC     - 4,176,350.      640,780.      MT  (+/- 180 meters Scaled)
 AY1645
 AY1645                          SUPERSEDED SURVEY CONTROL
 AY1645
 AY1645.No superseded survey control is available for this station.
 AY1645
 AY1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT407550(NAD 83)
 AY1645_MARKER: I = METAL ROD
 AY1645_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1645+WITH SETTING: INFORMATION.
 AY1645_SP_SET: SHALLOW SET METAL ROD
 AY1645_STAMPING: P 1464 1982
 AY1645_MARK LOGO: NGS   
 AY1645_PROJECTION: FLUSH
 AY1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1645_ROD/PIPE-DEPTH: 2.7  meters
 AY1645
 AY1645  HISTORY     - Date     Condition        Report By
 AY1645  HISTORY     - 1982     MONUMENTED       NGS
 AY1645  HISTORY     - 19950510 GOOD             USPSQD
 AY1645
 AY1645                          STATION DESCRIPTION
 AY1645
 AY1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1645'IN SAN ANTONIO.
 AY1645'IN SAN ANTONIO, AT THE JUNCTION OF CASTROVILLE HIGHWAY (OLD HIGHWAY
 AY1645'90) AND SOUTHWEST 39TH STREET AT THE SOUTHWEST CORNER OF CITY WATER
 AY1645'BOARD PROPERTY, ACROSS STREET AND NORTHEAST OF THE OLD HIGHWAY 90 WEST
 AY1645'PUBLIC HEALTH CLINIC BUILDING, 14.1 METERS (46.10 FT) NORTHWEST OF
 AY1645'SOUTHWEST BOUND LANE OF HIGHWAY, 20.1 METERS (66.0 FT) NORTHEAST OF
 AY1645'STREET, 0.30 METERS (1.0 FT) SOUTHEAST OF A WIRE SECURITY FENCE POST,
 AY1645'0.30 METERS (1.0 FT) NORTH OF A GUYED POWERLINE POLE NUMBER 345-X, AND
 AY1645'13.4 METERS (44.0 FT) NORTHEAST OF A GUYED POWERLINE POLE.
 AY1645'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AY1645'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1645
 AY1645                          STATION RECOVERY (1995)
 AY1645
 AY1645'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1689 ***********************************************************************
 AY1689  DESIGNATION -  P 1465
 AY1689  PID         -  AY1689
 AY1689  STATE/COUNTY-  TX/KENDALL
 AY1689  USGS QUAD   -  WARING (1982)
 AY1689
 AY1689                         *CURRENT SURVEY CONTROL
 AY1689  ___________________________________________________________________
 AY1689* NAD 83(1986)-  29 54 49.     (N)    098 50 11.     (W)     SCALED    
 AY1689* NAVD 88     -       456.751  (meters)    1498.52   (feet)  ADJUSTED  
 AY1689  ___________________________________________________________________
 AY1689  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AY1689  DYNAMIC HT  -         456.096 (meters)    1496.38  (feet)  COMP
 AY1689  MODELED GRAV-     979,194.2   (mgal)                       NAVD 88
 AY1689
 AY1689  VERT ORDER  -  FIRST     CLASS II
 AY1689
 AY1689.The horizontal coordinates were scaled from a topographic map and have
 AY1689.an estimated accuracy of +/- 6 seconds.
 AY1689
 AY1689.The orthometric height was determined by differential leveling
 AY1689.and adjusted by the National Geodetic Survey in June 1991..
 AY1689
 AY1689.The geoid height was determined by GEOID03.
 AY1689
 AY1689.The dynamic height is computed by dividing the NAVD 88
 AY1689.geopotential number by the normal gravity value computed on the
 AY1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1689.degrees latitude (g = 980.6199 gals.).
 AY1689
 AY1689.The modeled gravity was interpolated from observed gravity values.
 AY1689
 AY1689;                    North         East    Units  Estimated Accuracy
 AY1689;SPC TXSC     - 4,230,560.      615,800.      MT  (+/- 180 meters Scaled)
 AY1689
 AY1689                          SUPERSEDED SURVEY CONTROL
 AY1689
 AY1689.No superseded survey control is available for this station.
 AY1689
 AY1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU157092(NAD 83)
 AY1689_MARKER: I = METAL ROD
 AY1689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1689_SP_SET: STAINLESS STEEL ROD
 AY1689_STAMPING: P 1465 1982
 AY1689_MARK LOGO: NGS   
 AY1689_PROJECTION: RECESSED 5 CENTIMETERS
 AY1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1689_ROD/PIPE-DEPTH: 3.25 meters
 AY1689
 AY1689  HISTORY     - Date     Condition        Report By
 AY1689  HISTORY     - 1982     MONUMENTED       NGS
 AY1689  HISTORY     - 1990     GOOD             USPSQD
 AY1689  HISTORY     - 19940309 GOOD             USPSQD
 AY1689  HISTORY     - 20050521 GOOD             USPSQD
 AY1689
 AY1689                          STATION DESCRIPTION
 AY1689
 AY1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1689'10.5 KM (6.55 MI) SE FROM COMFORT.
 AY1689'2.7 KM (1.7 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1689'JUNCTION OF INTERSTATE HIGHWAY 10 AT THE NORTH EDGE OF COMFORT, THENCE
 AY1689'7.8 KM (4.85 MI) SOUTHEAST ALONG THE SOUTHWEST FRONTAGE ROAD, AND IS
 AY1689'SET AT A SIDE ROAD LEADING NORTHEAST TOWARDS INTERSTATE HIGHWAY 10,
 AY1689'16.9 METERS (55.5 FT) NORTH NORTHEAST OF THE CENTER OF FRONTAGE ROAD,
 AY1689'9.4 METERS (31.0 FT) SOUTH SOUTHEAST OF THE CENTER OF THE SIDE ROAD,
 AY1689'6.5 METERS (21.5 FT) SOUTH SOUTHEAST OF A CORNER FENCE POST, AND
 AY1689'0.15 METERS (0.5 FT) SOUTH SOUTHWEST OF A FENCE LINE.  NOTE, ROD WAS
 AY1689'DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 AY1689'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AY1689'THE MARK IS 1.0 M BELOW FRONTAGE ROAD.
 AY1689
 AY1689                          STATION RECOVERY (1990)
 AY1689
 AY1689'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1689'RECOVERED IN GOOD CONDITION.
 AY1689
 AY1689                          STATION RECOVERY (1994)
 AY1689
 AY1689'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1689'RECOVERED IN GOOD CONDITION.
 AY1689
 AY1689                          STATION RECOVERY (2005)
 AY1689
 AY1689'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0515 ***********************************************************************
 BN0515  DESIGNATION -  P 1466
 BN0515  PID         -  BN0515
 BN0515  STATE/COUNTY-  TX/GILLESPIE
 BN0515  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0515
 BN0515                         *CURRENT SURVEY CONTROL
 BN0515  ___________________________________________________________________
 BN0515* NAD 83(1986)-  30 11 02.     (N)    098 52 34.     (W)     SCALED    
 BN0515* NAVD 88     -       524.572  (meters)    1721.03   (feet)  ADJUSTED  
 BN0515  ___________________________________________________________________
 BN0515  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BN0515  DYNAMIC HT  -         523.834 (meters)    1718.61  (feet)  COMP
 BN0515  MODELED GRAV-     979,218.6   (mgal)                       NAVD 88
 BN0515
 BN0515  VERT ORDER  -  FIRST     CLASS II
 BN0515
 BN0515.The horizontal coordinates were scaled from a topographic map and have
 BN0515.an estimated accuracy of +/- 6 seconds.
 BN0515
 BN0515.The orthometric height was determined by differential leveling
 BN0515.and adjusted by the National Geodetic Survey in June 1991..
 BN0515
 BN0515.The geoid height was determined by GEOID03.
 BN0515
 BN0515.The dynamic height is computed by dividing the NAVD 88
 BN0515.geopotential number by the normal gravity value computed on the
 BN0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0515.degrees latitude (g = 980.6199 gals.).
 BN0515
 BN0515.The modeled gravity was interpolated from observed gravity values.
 BN0515
 BN0515;                    North         East    Units  Estimated Accuracy
 BN0515;SPC TX C     - 3,058,260.      840,340.      MT  (+/- 180 meters Scaled)
 BN0515
 BN0515                          SUPERSEDED SURVEY CONTROL
 BN0515
 BN0515.No superseded survey control is available for this station.
 BN0515
 BN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU119391(NAD 83)
 BN0515_MARKER: DB = BENCH MARK DISK
 BN0515_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BN0515_SP_SET: SMALL BRIDGE ABUTMENT
 BN0515_STAMPING: P 1466 1982
 BN0515_MARK LOGO: NGS   
 BN0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0515
 BN0515  HISTORY     - Date     Condition        Report By
 BN0515  HISTORY     - 1982     MONUMENTED       NGS
 BN0515  HISTORY     - 19930721 MARK NOT FOUND   USPSQD
 BN0515
 BN0515                          STATION DESCRIPTION
 BN0515
 BN0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0515'10.4 KM (6.45 MI) SOUTH FROM FREDERICKSBURG.
 BN0515'10.4 KM (6.45 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0515'U.S. HIGHWAY 290 IN FREDERICKSBURG, SET IN THE TOP OF THE SOUTHEAST
 BN0515'ABUTMENT OF A SMALL HIGHWAY BRIDGE OVER A CREEK, 7.4 METERS (24.5 FT)
 BN0515'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.2 METERS (4.0 FT)
 BN0515'NORTHWEST OF THE EAST END OF THE ABUTMENT.
 BN0515'THE MARK IS 0.9 M BELOW HIGHWAY.
 BN0515
 BN0515                          STATION RECOVERY (1993)
 BN0515
 BN0515'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0543 ***********************************************************************
 BN0543  DESIGNATION -  P 1467
 BN0543  PID         -  BN0543
 BN0543  STATE/COUNTY-  TX/MASON
 BN0543  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0543
 BN0543                         *CURRENT SURVEY CONTROL
 BN0543  ___________________________________________________________________
 BN0543* NAD 83(1986)-  30 30 59.     (N)    099 00 47.     (W)     SCALED    
 BN0543* NAVD 88     -       509.791  (meters)    1672.54   (feet)  ADJUSTED  
 BN0543  ___________________________________________________________________
 BN0543  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 BN0543  DYNAMIC HT  -         509.088 (meters)    1670.23  (feet)  COMP
 BN0543  MODELED GRAV-     979,247.1   (mgal)                       NAVD 88
 BN0543
 BN0543  VERT ORDER  -  FIRST     CLASS II
 BN0543
 BN0543.The horizontal coordinates were scaled from a topographic map and have
 BN0543.an estimated accuracy of +/- 6 seconds.
 BN0543
 BN0543.The orthometric height was determined by differential leveling
 BN0543.and adjusted by the National Geodetic Survey in June 1991..
 BN0543
 BN0543.The geoid height was determined by GEOID03.
 BN0543
 BN0543.The dynamic height is computed by dividing the NAVD 88
 BN0543.geopotential number by the normal gravity value computed on the
 BN0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0543.degrees latitude (g = 980.6199 gals.).
 BN0543
 BN0543.The modeled gravity was interpolated from observed gravity values.
 BN0543
 BN0543;                    North         East    Units  Estimated Accuracy
 BN0543;SPC TX C     - 3,094,950.      826,710.      MT  (+/- 180 meters Scaled)
 BN0543
 BN0543                          SUPERSEDED SURVEY CONTROL
 BN0543
 BN0543.No superseded survey control is available for this station.
 BN0543
 BN0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU987760(NAD 83)
 BN0543_MARKER: I = METAL ROD
 BN0543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0543_SP_SET: STAINLESS STEEL ROD
 BN0543_STAMPING: P 1467 1982
 BN0543_MARK LOGO: NGS   
 BN0543_PROJECTION: RECESSED 3 CENTIMETERS
 BN0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0543_ROD/PIPE-DEPTH: 5.4  meters
 BN0543
 BN0543  HISTORY     - Date     Condition        Report By
 BN0543  HISTORY     - 1982     MONUMENTED       NGS
 BN0543  HISTORY     - 19960212 GOOD             USPSQD
 BN0543  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 BN0543
 BN0543                          STATION DESCRIPTION
 BN0543
 BN0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0543'5.8 KM (3.6 MI) SOUTH FROM LOYAL VALLEY.
 BN0543'5.8 KM (3.6 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION OF
 BN0543'RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, AT THE ENTRANCE
 BN0543'OF CATTLE GUARD AND TWO BRICK COLUMNS LEADING TO THE HENRY KAISER
 BN0543'RANCH, NOTE, THIS BENCH MARK WAS CEMENTED INTO 3.0 METERS (10.0 FT) OF
 BN0543'GRANITE ROCK, 32.3 METERS (106.0 FT) EAST OF THE CENTERLINE OF THE
 BN0543'HIGHWAY, 6.0 METERS (20.0 FT) NORTHWEST OF A PIPE CATTLE GUARD LEADING
 BN0543'TO RANCH ENTRANCE, 2.8 METERS (9.5 FT) NORTHWEST OF THE NORTHWEST
 BN0543'CORNER OF THE MOST NORTHERLY BRICK COLUMN BY CATTLE GUARD, 4.2 METERS
 BN0543'(14.0 FT) SOUTH SOUTHEAST OF A METAL PIPE CORNER POST, 1.0 METER
 BN0543'(3.5 FT) SOUTHWEST OF A FENCE, AND 4.5 METERS (15.0 FT) NORTH OF THE
 BN0543'CENTER OF THE ROAD LEADING TO THE RANCH.
 BN0543'THE MARK IS 3.5 METERS  SW FROM A WITNESS POST.
 BN0543'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BN0543
 BN0543                          STATION RECOVERY (1996)
 BN0543
 BN0543'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0543'RECOVERED IN GOOD CONDITION.
 BN0543
 BN0543                          STATION RECOVERY (2003)
 BN0543
 BN0543'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0424 ***********************************************************************
 DP0424  DESIGNATION -  P 1468
 DP0424  PID         -  DP0424
 DP0424  STATE/COUNTY-  TX/LUBBOCK
 DP0424  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0424
 DP0424                         *CURRENT SURVEY CONTROL
 DP0424  ___________________________________________________________________
 DP0424* NAD 83(1986)-  33 32 11.     (N)    101 47 31.     (W)     SCALED    
 DP0424* NAVD 88     -       963.097  (meters)    3159.76   (feet)  ADJUSTED  
 DP0424  ___________________________________________________________________
 DP0424  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0424  DYNAMIC HT  -         961.854 (meters)    3155.68  (feet)  COMP
 DP0424  MODELED GRAV-     979,314.1   (mgal)                       NAVD 88
 DP0424
 DP0424  VERT ORDER  -  FIRST     CLASS II
 DP0424
 DP0424.The horizontal coordinates were scaled from a topographic map and have
 DP0424.an estimated accuracy of +/- 6 seconds.
 DP0424
 DP0424.The orthometric height was determined by differential leveling
 DP0424.and adjusted by the National Geodetic Survey in June 1991..
 DP0424
 DP0424.The geoid height was determined by GEOID03.
 DP0424
 DP0424.The dynamic height is computed by dividing the NAVD 88
 DP0424.geopotential number by the normal gravity value computed on the
 DP0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0424.degrees latitude (g = 980.6199 gals.).
 DP0424
 DP0424.The modeled gravity was interpolated from observed gravity values.
 DP0424
 DP0424;                    North         East    Units  Estimated Accuracy
 DP0424;SPC TXNC     - 2,212,130.      294,310.      MT  (+/- 180 meters Scaled)
 DP0424
 DP0424                          SUPERSEDED SURVEY CONTROL
 DP0424
 DP0424.No superseded survey control is available for this station.
 DP0424
 DP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC407142(NAD 83)
 DP0424_MARKER: DV = VERTICAL CONTROL DISK
 DP0424_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP0424_SP_SET: PIER
 DP0424_STAMPING: P 1468 1982
 DP0424_MARK LOGO: NGS   
 DP0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0424+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1997
 DP0424
 DP0424  HISTORY     - Date     Condition        Report By
 DP0424  HISTORY     - 1982     MONUMENTED       NGS
 DP0424  HISTORY     - 19961004 GOOD             NGS
 DP0424  HISTORY     - 19970327 GOOD             NGS
 DP0424
 DP0424                          STATION DESCRIPTION
 DP0424
 DP0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0424'7.1 KM (4.4 MI) SE FROM LUBBOCK.
 DP0424'7.1 KM (4.4 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0424'RAILROAD STATION IN LUBBOCK, SET VERTICALLY IN THE NORTHEAST FACE OF
 DP0424'THE MOST NORTHWESTERLY 1 OF 4 PIERS OF THE NORTHEAST BOUND OVERPASS OF
 DP0424'LOOP 289, 13.1 METERS (43.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 DP0424'NORTHWEST BOUND LANES OF SPUR 331 AND 3.7 METERS (12.1 FT) SOUTHWEST
 DP0424'OF THE NEAR RAIL.
 DP0424'THE MARK IS 1.2 M ABOVE THE GROUND.
 DP0424
 DP0424                          STATION RECOVERY (1996)
 DP0424
 DP0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 DP0424'7.0 KM (4.35 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84 FROM THE
 DP0424'JUNCTION OF INTERSTATE HIGHWAY 27 IN LUBBOCK, THENCE 2.8 KM (1.75 MI)
 DP0424'NORTHWESTERLY ALONG STATE HIGHWAY 331, SET VERTICALLY IN THE NORTHEAST
 DP0424'FACE OF THE MOST NORTHWESTERLY OF 4 CONCRETE COLUMNS OF THE 1ST PIER
 DP0424'SOUTHWEST OF A RAILROAD TRACK OF THE NORTHBOUND OVERPASS OF HIGHWAY
 DP0424'LOOP 289, 13.3 M (43.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 DP0424'NORTHBOUND LANES OF THE HIGHWAY, 3.7 M (12.1 FT) SOUTHWEST OF THE NEAR
 DP0424'RAIL, AND 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE.
 DP0424
 DP0424                          STATION RECOVERY (1997)
 DP0424
 DP0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0424'IN LUBBOCK, AT THE INTERSECTION OF LOOP 289 AND THE SANTA FE RAILROAD,
 DP0424'SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHWESTERLY 0F 4
 DP0424'CONCRETE COLUMNS OF THE 3RD PIER SOUTHWEST OF THE NORTHEAST ABUTMENT
 DP0424'OF THE NORTHEAST HIGHWAY OVERPASS OF THE RAILROAD, 13.5 M (44.3 FT)
 DP0424'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF STATE HIGHWAY
 DP0424'SPUR 331, 8.5 M (27.9 FT) SOUTHWEST OF THE NEAT RAIL, 5.8 M (19.0 FT)
 DP0424'NORTHWEST OF THE HIGHWAY CENTER, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 DP0424'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0665 ***********************************************************************
 DQ0665  DESIGNATION -  P 1469
 DQ0665  PID         -  DQ0665
 DQ0665  STATE/COUNTY-  TX/HOCKLEY
 DQ0665  USGS QUAD   -  ANTON (1985)
 DQ0665
 DQ0665                         *CURRENT SURVEY CONTROL
 DQ0665  ___________________________________________________________________
 DQ0665* NAD 83(1986)-  33 48 01.     (N)    102 09 24.     (W)     SCALED    
 DQ0665* NAVD 88     -      1029.241  (meters)    3376.77   (feet)  ADJUSTED  
 DQ0665  ___________________________________________________________________
 DQ0665  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 DQ0665  DYNAMIC HT  -        1027.913 (meters)    3372.41  (feet)  COMP
 DQ0665  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 DQ0665
 DQ0665  VERT ORDER  -  FIRST     CLASS II
 DQ0665
 DQ0665.The horizontal coordinates were scaled from a topographic map and have
 DQ0665.an estimated accuracy of +/- 6 seconds.
 DQ0665
 DQ0665.The orthometric height was determined by differential leveling
 DQ0665.and adjusted by the National Geodetic Survey in June 1991..
 DQ0665
 DQ0665.The geoid height was determined by GEOID03.
 DQ0665
 DQ0665.The dynamic height is computed by dividing the NAVD 88
 DQ0665.geopotential number by the normal gravity value computed on the
 DQ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0665.degrees latitude (g = 980.6199 gals.).
 DQ0665
 DQ0665.The modeled gravity was interpolated from observed gravity values.
 DQ0665
 DQ0665;                    North         East    Units  Estimated Accuracy
 DQ0665;SPC TXNC     - 2,242,500.      261,470.      MT  (+/- 180 meters Scaled)
 DQ0665
 DQ0665                          SUPERSEDED SURVEY CONTROL
 DQ0665
 DQ0665.No superseded survey control is available for this station.
 DQ0665
 DQ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT632436(NAD 83)
 DQ0665_MARKER: I = METAL ROD
 DQ0665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0665_SP_SET: STAINLESS STEEL ROD
 DQ0665_STAMPING: P 1469 1982
 DQ0665_MARK LOGO: NGS   
 DQ0665_PROJECTION: FLUSH
 DQ0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0665_ROD/PIPE-DEPTH: 6.1  meters
 DQ0665
 DQ0665  HISTORY     - Date     Condition        Report By
 DQ0665  HISTORY     - 1982     MONUMENTED       NGS
 DQ0665  HISTORY     - 19940827 GOOD             USPSQD
 DQ0665
 DQ0665                          STATION DESCRIPTION
 DQ0665
 DQ0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0665'20.1 KM (12.5 MI) SE FROM LITTLEFIELD.
 DQ0665'20.1 KM (12.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0665'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, AT THE SOUTHEAST EDGE
 DQ0665'OF THE COMMUNITY OF ANTON, 0.1 KM (0.05 MI) NORTHWEST OF THE JUNCTION
 DQ0665'OF FARM ROAD 168, 26.2 METERS (86.0 FT) SOUTHWEST OF THE CENTERLINE OF
 DQ0665'THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 0.9 METER (3.0 FT)
 DQ0665'NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 DQ0665'THROUGH A 5-INCH LOGO CAP.
 DQ0665'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DQ0665'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DQ0665
 DQ0665                          STATION RECOVERY (1994)
 DQ0665
 DQ0665'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1141 ***********************************************************************
 BY1141  DESIGNATION -  P 147
 BY1141  PID         -  BY1141
 BY1141  STATE/COUNTY-  TX/SHELBY
 BY1141  USGS QUAD   -  CALEDONIA (1984)
 BY1141
 BY1141                         *CURRENT SURVEY CONTROL
 BY1141  ___________________________________________________________________
 BY1141* NAD 83(1986)-  31 55 26.     (N)    094 30 05.     (W)     SCALED    
 BY1141* NAVD 88     -       106.723  (meters)     350.14   (feet)  ADJUSTED  
 BY1141  ___________________________________________________________________
 BY1141  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY1141  DYNAMIC HT  -         106.595 (meters)     349.72  (feet)  COMP
 BY1141  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 BY1141
 BY1141  VERT ORDER  -  SECOND    CLASS 0
 BY1141
 BY1141.The horizontal coordinates were scaled from a topographic map and have
 BY1141.an estimated accuracy of +/- 6 seconds.
 BY1141
 BY1141.The orthometric height was determined by differential leveling
 BY1141.and adjusted by the National Geodetic Survey in June 1991..
 BY1141
 BY1141.The geoid height was determined by GEOID03.
 BY1141
 BY1141.The dynamic height is computed by dividing the NAVD 88
 BY1141.geopotential number by the normal gravity value computed on the
 BY1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1141.degrees latitude (g = 980.6199 gals.).
 BY1141
 BY1141.The modeled gravity was interpolated from observed gravity values.
 BY1141
 BY1141;                    North         East    Units  Estimated Accuracy
 BY1141;SPC TX C     - 3,264,690.    1,251,290.      MT  (+/- 180 meters Scaled)
 BY1141
 BY1141                          SUPERSEDED SURVEY CONTROL
 BY1141
 BY1141  NGVD 29 (??/??/92)  106.730  (m)          350.16   (f) ADJ UNCH    2 0
 BY1141
 BY1141.Superseded values are not recommended for survey control.
 BY1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1141.See file dsdata.txt to determine how the superseded data were derived.
 BY1141
 BY1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR580329(NAD 83)
 BY1141_MARKER: DB = BENCH MARK DISK
 BY1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1141_SP_SET: CULVERT
 BY1141_STAMPING: P 147 1938
 BY1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1141
 BY1141  HISTORY     - Date     Condition        Report By
 BY1141  HISTORY     - 1938     MONUMENTED       CGS
 BY1141  HISTORY     - 1943     GOOD             NGS
 BY1141
 BY1141                          STATION DESCRIPTION
 BY1141
 BY1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BY1141'6.8 MI NW FROM TIMPSON.
 BY1141'6.8 MILES NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE TEXAS AND NEW
 BY1141'ORLEANS RAILROAD STATION AT TIMPSON, SHELBY COUNTY, 550 FEET WEST OF
 BY1141'THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST, AT A
 BY1141'5-FOOT BOX CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 BY1141'HEADWALL, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3
 BY1141'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 147 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1142 ***********************************************************************
 BY1142  DESIGNATION -  P 147 RESET 1973
 BY1142  PID         -  BY1142
 BY1142  STATE/COUNTY-  TX/SHELBY
 BY1142  USGS QUAD   -  CALEDONIA (1984)
 BY1142
 BY1142                         *CURRENT SURVEY CONTROL
 BY1142  ___________________________________________________________________
 BY1142* NAD 83(1986)-  31 55 26.     (N)    094 30 05.     (W)     SCALED    
 BY1142* NAVD 88     -       106.95   (+/-2cm)     350.9    (feet)  VERTCON   
 BY1142  ___________________________________________________________________
 BY1142  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY1142
 BY1142  VERT ORDER  -  THIRD (See Below)
 BY1142
 BY1142.The horizontal coordinates were scaled from a topographic map and have
 BY1142.an estimated accuracy of +/- 6 seconds.
 BY1142
 BY1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1142.The vertical order pertains to the NGVD 29 superseded value.
 BY1142
 BY1142.The geoid height was determined by GEOID03.
 BY1142
 BY1142;                    North         East    Units  Estimated Accuracy
 BY1142;SPC TX C     - 3,264,690.    1,251,290.      MT  (+/- 180 meters Scaled)
 BY1142
 BY1142                          SUPERSEDED SURVEY CONTROL
 BY1142
 BY1142  NGVD 29 (01/29/03)  106.96   (m)          350.9    (f) RESET       3  
 BY1142
 BY1142.Superseded values are not recommended for survey control.
 BY1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1142.See file dsdata.txt to determine how the superseded data were derived.
 BY1142
 BY1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR580329(NAD 83)
 BY1142_MARKER: DB = BENCH MARK DISK
 BY1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1142_SP_SET: PIPE
 BY1142_STAMPING: P 147 RESET 1973
 BY1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1142
 BY1142  HISTORY     - Date     Condition        Report By
 BY1142  HISTORY     - 1973     MONUMENTED       NGS
 BY1142
 BY1142                          STATION DESCRIPTION
 BY1142
 BY1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BY1142'5.8 MI NW FROM TIMPSON.
 BY1142'FROM THE INTERSECTION OF U.S. HIGHWAYS 59 AND 84, WHICH IS LOCATED ON
 BY1142'THE WEST EDGE OF TIMPSON.  GO WEST-NORTHWESTERLY ON U.S. HWY. 84 FOR
 BY1142'1.2 MILES TO THE JUNCTION OF FARM ROAD 1970 ON THE RIGHT, CONTINUE
 BY1142'WESTERLY ON U.S. HWY. 84 FOR 4.6 MILES TO MARK ON THE LEFT, THIS IS
 BY1142'JUST AFTER CROSSING CREEK-BOTTOM.  STANDARD BENCH MARK DISK, CEMENTED
 BY1142'IN THE TOP OF A 3-INCH IRON PIPE, THAT PROJECTS ABOUT 14-INCHES AND IS
 BY1142'STAMPED P 147 1973.  IT IS ABOUT 300 FEET SOUTHEAST OF A CHURCH, ABOUT
 BY1142'150 FEET WEST OF A CREEK, 0.6 FEET NORTH OF THE FENCE-LINE AND 1-FOOT
 BY1142'EAST OF A METAL WITNESS POST.  ELEVATION TRANSFERRED TO THIS MARK FROM
 BY1142'BENCH MARK P 147 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0538 ***********************************************************************
 EO0538  DESIGNATION -  P 1470
 EO0538  PID         -  EO0538
 EO0538  STATE/COUNTY-  TX/BAILEY
 EO0538  USGS QUAD   -  MULESHOE (1980)
 EO0538
 EO0538                         *CURRENT SURVEY CONTROL
 EO0538  ___________________________________________________________________
 EO0538* NAD 83(1986)-  34 13 37.     (N)    102 43 25.     (W)     SCALED    
 EO0538* NAVD 88     -      1155.969  (meters)    3792.54   (feet)  ADJUSTED  
 EO0538  ___________________________________________________________________
 EO0538  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 EO0538  DYNAMIC HT  -        1154.477 (meters)    3787.65  (feet)  COMP
 EO0538  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 EO0538
 EO0538  VERT ORDER  -  FIRST     CLASS II
 EO0538
 EO0538.The horizontal coordinates were scaled from a topographic map and have
 EO0538.an estimated accuracy of +/- 6 seconds.
 EO0538
 EO0538.The orthometric height was determined by differential leveling
 EO0538.and adjusted by the National Geodetic Survey in June 1991..
 EO0538
 EO0538.The geoid height was determined by GEOID03.
 EO0538
 EO0538.The dynamic height is computed by dividing the NAVD 88
 EO0538.geopotential number by the normal gravity value computed on the
 EO0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0538.degrees latitude (g = 980.6199 gals.).
 EO0538
 EO0538.The modeled gravity was interpolated from observed gravity values.
 EO0538
 EO0538;                    North         East    Units  Estimated Accuracy
 EO0538;SPC TXNC     - 2,291,750.      210,920.      MT  (+/- 180 meters Scaled)
 EO0538
 EO0538                          SUPERSEDED SURVEY CONTROL
 EO0538
 EO0538.No superseded survey control is available for this station.
 EO0538
 EO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT096896(NAD 83)
 EO0538_MARKER: I = METAL ROD
 EO0538_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0538_SP_SET: STAINLESS STEEL ROD
 EO0538_STAMPING: P 1470 1982
 EO0538_MARK LOGO: NGS   
 EO0538_PROJECTION: FLUSH
 EO0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0538_ROD/PIPE-DEPTH: 4.3  meters
 EO0538
 EO0538  HISTORY     - Date     Condition        Report By
 EO0538  HISTORY     - 1982     MONUMENTED       NGS
 EO0538
 EO0538                          STATION DESCRIPTION
 EO0538
 EO0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0538'IN MULESHOE.
 EO0538'IN MULESHOE, AT THE JUNCTION OF THE SANTA FE RAILROAD AND NORTH FIRST
 EO0538'STREET (U.S. HIGHWAY 70 AND STATE HIGHWAY 214), 23.5 METERS (77.1 FT)
 EO0538'NORTHWEST OF THE CENTER OF THE SOUTHWEST BOUND LANES OF THE STREET,
 EO0538'6.9 METERS (22.6 FT) NORTHEAST OF THE NEAR RAIL AND 1.0 METER (3.3 FT)
 EO0538'SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 EO0538'THROUGH A 5-INCH LOGO CAP.
 EO0538'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0538'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0549 ***********************************************************************
 EO0549  DESIGNATION -  P 1471
 EO0549  PID         -  EO0549
 EO0549  STATE/COUNTY-  TX/LAMB
 EO0549  USGS QUAD   -  SUDAN (1981)
 EO0549
 EO0549                         *CURRENT SURVEY CONTROL
 EO0549  ___________________________________________________________________
 EO0549* NAD 83(1986)-  34 05 09.     (N)    102 33 12.     (W)     SCALED    
 EO0549* NAVD 88     -      1153.130  (meters)    3783.23   (feet)  ADJUSTED  
 EO0549  ___________________________________________________________________
 EO0549  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 EO0549  DYNAMIC HT  -        1151.630 (meters)    3778.31  (feet)  COMP
 EO0549  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 EO0549
 EO0549  VERT ORDER  -  FIRST     CLASS II
 EO0549
 EO0549.The horizontal coordinates were scaled from a topographic map and have
 EO0549.an estimated accuracy of +/- 6 seconds.
 EO0549
 EO0549.The orthometric height was determined by differential leveling
 EO0549.and adjusted by the National Geodetic Survey in June 1991..
 EO0549
 EO0549.The geoid height was determined by GEOID03.
 EO0549
 EO0549.The dynamic height is computed by dividing the NAVD 88
 EO0549.geopotential number by the normal gravity value computed on the
 EO0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0549.degrees latitude (g = 980.6199 gals.).
 EO0549
 EO0549.The modeled gravity was interpolated from observed gravity values.
 EO0549
 EO0549;                    North         East    Units  Estimated Accuracy
 EO0549;SPC TXNC     - 2,275,490.      225,990.      MT  (+/- 180 meters Scaled)
 EO0549
 EO0549                          SUPERSEDED SURVEY CONTROL
 EO0549
 EO0549.No superseded survey control is available for this station.
 EO0549
 EO0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT257743(NAD 83)
 EO0549_MARKER: I = METAL ROD
 EO0549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0549_SP_SET: STAINLESS STEEL ROD
 EO0549_STAMPING: P 1471 1982
 EO0549_MARK LOGO: NGS   
 EO0549_PROJECTION: FLUSH
 EO0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0549_ROD/PIPE-DEPTH: 6.1  meters
 EO0549
 EO0549  HISTORY     - Date     Condition        Report By
 EO0549  HISTORY     - 1982     MONUMENTED       NGS
 EO0549
 EO0549                          STATION DESCRIPTION
 EO0549
 EO0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0549'22.0 KM (13.65 MI) SE FROM MULESHOE.
 EO0549'22.0 KM (13.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0549'JUNCTION WITH U.S. HIGHWAY 70 IN MULESHOE, 0.2 KM (0.1 MI) SOUTHEAST
 EO0549'OF THE JUNCTION OF A PAVED ROAD LEADING NORTH, 17.6 METERS (57.7 FT)
 EO0549'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EO0549'HIGHWAY AND 1.6 METERS (5.2 FT) SOUTHEAST OF UTILITY POLE NUMBER 6.
 EO0549'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0549'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EO0549'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4846 ***********************************************************************
 AW4846  DESIGNATION -  P 1472
 AW4846  PID         -  AW4846
 AW4846  STATE/COUNTY-  TX/HARRIS
 AW4846  USGS QUAD   -  PASADENA (1995)
 AW4846
 AW4846                         *CURRENT SURVEY CONTROL
 AW4846  ___________________________________________________________________
 AW4846* NAD 83(1986)-  29 37 57.     (N)    095 12 22.     (W)     SCALED    
 AW4846* NAVD 88     -        10.104  (meters)      33.15   (feet)  ADJUSTED  
 AW4846  ___________________________________________________________________
 AW4846  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW4846  DYNAMIC HT  -          10.090 (meters)      33.10  (feet)  COMP
 AW4846  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 AW4846
 AW4846  VERT ORDER  -  FIRST     CLASS II
 AW4846
 AW4846.The horizontal coordinates were scaled from a topographic map and have
 AW4846.an estimated accuracy of +/- 6 seconds.
 AW4846
 AW4846.The orthometric height was determined by differential leveling
 AW4846.and adjusted by the National Geodetic Survey in June 1991..
 AW4846
 AW4846.The geoid height was determined by GEOID03.
 AW4846
 AW4846.The dynamic height is computed by dividing the NAVD 88
 AW4846.geopotential number by the normal gravity value computed on the
 AW4846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4846.degrees latitude (g = 980.6199 gals.).
 AW4846
 AW4846.The modeled gravity was interpolated from observed gravity values.
 AW4846
 AW4846;                    North         East    Units  Estimated Accuracy
 AW4846;SPC TXSC     - 4,205,350.      967,290.      MT  (+/- 180 meters Scaled)
 AW4846
 AW4846                          SUPERSEDED SURVEY CONTROL
 AW4846
 AW4846  NGVD 29 (12/23/87)   10.101  (m)           33.14   (f) ADJUSTED    1 2
 AW4846
 AW4846.Superseded values are not recommended for survey control.
 AW4846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4846.See file dsdata.txt to determine how the superseded data were derived.
 AW4846
 AW4846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN864800(NAD 83)
 AW4846_MARKER: I = METAL ROD
 AW4846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4846_SP_SET: STAINLESS STEEL ROD
 AW4846_STAMPING: P 1472 1983
 AW4846_MARK LOGO: NGS   
 AW4846_PROJECTION: FLUSH
 AW4846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4846+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW4846_ROD/PIPE-DEPTH: 12.2 meters
 AW4846
 AW4846  HISTORY     - Date     Condition        Report By
 AW4846  HISTORY     - 1983     MONUMENTED       NGS
 AW4846  HISTORY     - 1987     GOOD             NGS
 AW4846  HISTORY     - 19980307 GOOD             USPSQD
 AW4846  HISTORY     - 20030206 GOOD             USPSQD
 AW4846  HISTORY     - 20040213 GOOD             USPSQD
 AW4846  HISTORY     - 20060520 GOOD             USPSQD
 AW4846
 AW4846                          STATION DESCRIPTION
 AW4846
 AW4846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4846'4.3 KM (2.65 MI) SE FROM SOUTH HOUSTON.
 AW4846'4.3 KM (2.65 MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 AW4846'OF COLLEGE STREET IN SOUTH HOUSTON, AT THE SOUTHWEST ENTRANCE TO THE
 AW4846'ASHLAND CHEMICAL COMPANY, 56.4 METERS (185.0 FT) NORTHEAST OF THE
 AW4846'CENTERLINE OF THE NORTHWESTBOUND LANES OF THE HIGHWAY, 42.4 METERS
 AW4846'(139.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE GALVESTON HOUSTON
 AW4846'AND HENDERSON RAILROAD, 10.8 METERS (35.5 FT) NORTHWEST OF THE CENTER
 AW4846'OF A WIRE SECURITY GATE AND ASPHALT ENTRANCE ROAD, 0.3 METER (1.0 FT)
 AW4846'SOUTHWEST OF A SECURITY FENCE, 21.0 METERS (69.0 FT) SOUTH OF A GUYED
 AW4846'POWERLINE POLE, AND 12.8 METERS (42.0 FT) EAST-SOUTHEAST OF A GUY
 AW4846'ANCHOR.
 AW4846'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AW4846'THE MARK IS 0.3 M BELOW RAILROAD.
 AW4846
 AW4846                          STATION RECOVERY (1987)
 AW4846
 AW4846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4846'RECOVERED IN GOOD CONDITION.
 AW4846
 AW4846                          STATION RECOVERY (1998)
 AW4846
 AW4846'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4846'RECOVERED IN GOOD CONDITION.
 AW4846
 AW4846                          STATION RECOVERY (2003)
 AW4846
 AW4846'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW4846'RECOVERED IN GOOD CONDITION.
 AW4846
 AW4846                          STATION RECOVERY (2004)
 AW4846
 AW4846'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4846'RECOVERED IN GOOD CONDITION.
 AW4846
 AW4846                          STATION RECOVERY (2006)
 AW4846
 AW4846'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW4846'FOUND AS DESCFRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0924 ***********************************************************************
 CA0924  DESIGNATION -  P 1473
 CA0924  PID         -  CA0924
 CA0924  STATE/COUNTY-  TX/MILLS
 CA0924  USGS QUAD   -  DEMOCRAT (1979)
 CA0924
 CA0924                         *CURRENT SURVEY CONTROL
 CA0924  ___________________________________________________________________
 CA0924* NAD 83(1986)-  31 38 33.     (N)    098 44 35.     (W)     SCALED    
 CA0924* NAVD 88     -       433.059  (meters)    1420.79   (feet)  ADJUSTED  
 CA0924  ___________________________________________________________________
 CA0924  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CA0924  DYNAMIC HT  -         432.494 (meters)    1418.94  (feet)  COMP
 CA0924  MODELED GRAV-     979,323.2   (mgal)                       NAVD 88
 CA0924
 CA0924  VERT ORDER  -  FIRST     CLASS II
 CA0924
 CA0924.The horizontal coordinates were scaled from a topographic map and have
 CA0924.an estimated accuracy of +/- 6 seconds.
 CA0924
 CA0924.The orthometric height was determined by differential leveling
 CA0924.and adjusted by the National Geodetic Survey in June 1991..
 CA0924
 CA0924.The geoid height was determined by GEOID03.
 CA0924
 CA0924.The dynamic height is computed by dividing the NAVD 88
 CA0924.geopotential number by the normal gravity value computed on the
 CA0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0924.degrees latitude (g = 980.6199 gals.).
 CA0924
 CA0924.The modeled gravity was interpolated from observed gravity values.
 CA0924
 CA0924;                    North         East    Units  Estimated Accuracy
 CA0924;SPC TX C     - 3,220,120.      850,840.      MT  (+/- 180 meters Scaled)
 CA0924
 CA0924                          SUPERSEDED SURVEY CONTROL
 CA0924
 CA0924.No superseded survey control is available for this station.
 CA0924
 CA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA243008(NAD 83)
 CA0924_MARKER: DB = BENCH MARK DISK
 CA0924_SETTING: 66 = SET IN ROCK OUTCROP
 CA0924_SP_SET: ROCK OUTCROP
 CA0924_STAMPING: P 1473 1983
 CA0924_MARK LOGO: NGS   
 CA0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0924+STABILITY: POSITION/ELEVATION WELL
 CA0924
 CA0924  HISTORY     - Date     Condition        Report By
 CA0924  HISTORY     - 1983     MONUMENTED       NGS
 CA0924
 CA0924                          STATION DESCRIPTION
 CA0924
 CA0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0924'22.4 KM (13.9 MI) SE FROM EARLY.
 CA0924'22.4 KM (13.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS
 CA0924'JUNCTION WITH U.S. HIGHWAYS 67 AND 377 IN EARLY, 0.3 KM (0.2 MI)
 CA0924'SOUTHEAST OF THE JUNCTION OF A PAVED ROAD LEADING NORTH, IN THE
 CA0924'SOUTHEAST END OF A ROCK LEDGE, 48.2 METERS (158.1 FT) SOUTHWEST OF THE
 CA0924'CENTERLINE OF THE HIGHWAY, 31.1 METERS (102.1 FT) SOUTHWEST OF THE
 CA0924'WEST CORNER OF A MULTI-BOX CULVERT, 18.3 METERS (60.0 FT) SOUTHWEST OF
 CA0924'A FENCE AND 2.3 METERS (7.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 CA0924'LEDGE.
 CA0924'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CA0924'THE MARK IS 3.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0948 ***********************************************************************
 CA0948  DESIGNATION -  P 1474
 CA0948  PID         -  CA0948
 CA0948  STATE/COUNTY-  TX/LAMPASAS
 CA0948  USGS QUAD   -  OGLES (1959)
 CA0948
 CA0948                         *CURRENT SURVEY CONTROL
 CA0948  ___________________________________________________________________
 CA0948* NAD 83(1986)-  31 11 15.     (N)    098 22 15.     (W)     SCALED    
 CA0948* NAVD 88     -       453.130  (meters)    1486.64   (feet)  ADJUSTED  
 CA0948  ___________________________________________________________________
 CA0948  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CA0948  DYNAMIC HT  -         452.518 (meters)    1484.64  (feet)  COMP
 CA0948  MODELED GRAV-     979,275.8   (mgal)                       NAVD 88
 CA0948
 CA0948  VERT ORDER  -  FIRST     CLASS II
 CA0948
 CA0948.The horizontal coordinates were scaled from a topographic map and have
 CA0948.an estimated accuracy of +/- 6 seconds.
 CA0948
 CA0948.The orthometric height was determined by differential leveling
 CA0948.and adjusted by the National Geodetic Survey in June 1991..
 CA0948
 CA0948.The geoid height was determined by GEOID03.
 CA0948
 CA0948.The dynamic height is computed by dividing the NAVD 88
 CA0948.geopotential number by the normal gravity value computed on the
 CA0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0948.degrees latitude (g = 980.6199 gals.).
 CA0948
 CA0948.The modeled gravity was interpolated from observed gravity values.
 CA0948
 CA0948;                    North         East    Units  Estimated Accuracy
 CA0948;SPC TX C     - 3,170,240.      887,030.      MT  (+/- 180 meters Scaled)
 CA0948
 CA0948                          SUPERSEDED SURVEY CONTROL
 CA0948
 CA0948.No superseded survey control is available for this station.
 CA0948
 CA0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV599505(NAD 83)
 CA0948_MARKER: I = METAL ROD
 CA0948_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0948+WITH SETTING: INFORMATION.
 CA0948_SP_SET: SHALLOW SET METAL ROD
 CA0948_STAMPING: P 1474 1983
 CA0948_MARK LOGO: NGS   
 CA0948_PROJECTION: FLUSH
 CA0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0948+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2004
 CA0948_ROD/PIPE-DEPTH: 1.5  meters
 CA0948
 CA0948  HISTORY     - Date     Condition        Report By
 CA0948  HISTORY     - 1983     MONUMENTED       NGS
 CA0948  HISTORY     - 20020420 GOOD             USPSQD
 CA0948  HISTORY     - 20040126 GOOD             USPSQD
 CA0948
 CA0948                          STATION DESCRIPTION
 CA0948
 CA0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0948'3.9 KM (2.4 MI) SE FROM LOMETA.
 CA0948'3.9 KM (2.4 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0948'RAILROAD STATION IN LOMETA, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 289,
 CA0948'13.7 METERS (44.9 FT) NORTHEAST OF THE NEAR RAIL AND 9.0 METERS (29.5
 CA0948'FT) NORTHWEST OF THE CENTER OF A PRIVATE DRIVEWAY.  NOTE, REFUSAL WAS
 CA0948'REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CA0948'CAP.
 CA0948'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0948'THE MARK IS 0.5 M BELOW THE TRACKS.
 CA0948
 CA0948                          STATION RECOVERY (2002)
 CA0948
 CA0948'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA0948'RECOVERED IN GOOD CONDITION.
 CA0948
 CA0948                          STATION RECOVERY (2004)
 CA0948
 CA0948'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 CA0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1226 ***********************************************************************
 BZ1226  DESIGNATION -  P 1475
 BZ1226  PID         -  BZ1226
 BZ1226  STATE/COUNTY-  TX/CORYELL
 BZ1226  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ1226
 BZ1226                         *CURRENT SURVEY CONTROL
 BZ1226  ___________________________________________________________________
 BZ1226* NAD 83(1993)-  31 07 19.32747(N)    097 51 13.59051(W)     ADJUSTED  
 BZ1226* NAVD 88     -       301.491  (meters)     989.14   (feet)  ADJUSTED  
 BZ1226  ___________________________________________________________________
 BZ1226  X           -    -746,800.572 (meters)                     COMP
 BZ1226  Y           -  -5,413,981.738 (meters)                     COMP
 BZ1226  Z           -   3,277,625.740 (meters)                     COMP
 BZ1226  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 BZ1226  ELLIP HEIGHT-         274.87  (meters)          (08/05/04) GPS OBS
 BZ1226  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BZ1226  DYNAMIC HT  -         301.087 (meters)     987.82  (feet)  COMP
 BZ1226  MODELED GRAV-     979,292.3   (mgal)                       NAVD 88
 BZ1226
 BZ1226  HORZ ORDER  -  FIRST
 BZ1226  VERT ORDER  -  FIRST     CLASS II
 BZ1226  ELLP ORDER  -  FOURTH    CLASS I
 BZ1226
 BZ1226.The horizontal coordinates were established by GPS observations
 BZ1226.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 BZ1226
 BZ1226.The orthometric height was determined by differential leveling
 BZ1226.and adjusted by the National Geodetic Survey in June 1991..
 BZ1226
 BZ1226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1226
 BZ1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1226
 BZ1226.The ellipsoidal height was determined by GPS observations
 BZ1226.and is referenced to NAD 83.
 BZ1226
 BZ1226.The geoid height was determined by GEOID03.
 BZ1226
 BZ1226.The dynamic height is computed by dividing the NAVD 88
 BZ1226.geopotential number by the normal gravity value computed on the
 BZ1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1226.degrees latitude (g = 980.6199 gals.).
 BZ1226
 BZ1226.The modeled gravity was interpolated from observed gravity values.
 BZ1226
 BZ1226;                    North         East     Units Scale Factor Converg.
 BZ1226;SPC TX C     - 3,163,970.572   936,459.240   MT  0.99988395   +1 16 37.6
 BZ1226;SPC TX C     -10,380,460.12  3,072,366.69   sFT  0.99988395   +1 16 37.6
 BZ1226;UTM  14      - 3,443,691.725   609,289.394   MT  0.99974733   +0 35 33.0
 BZ1226
 BZ1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1226!SPC TX C     -   0.99995684  x   0.99988395  =   0.99984079
 BZ1226!UTM  14      -   0.99995684  x   0.99974733  =   0.99970418
 BZ1226
 BZ1226                          SUPERSEDED SURVEY CONTROL
 BZ1226
 BZ1226  NAVD 88 (08/05/04)  301.49   (m)          989.1    (f) LEVELING    3  
 BZ1226
 BZ1226.Superseded values are not recommended for survey control.
 BZ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1226.See file dsdata.txt to determine how the superseded data were derived.
 BZ1226
 BZ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV0928943692(NAD 83)
 BZ1226_MARKER: I = METAL ROD
 BZ1226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1226_SP_SET: STAINLESS STEEL ROD
 BZ1226_STAMPING: P 1475 1983
 BZ1226_MARK LOGO: NGS   
 BZ1226_PROJECTION: FLUSH
 BZ1226_MAGNETIC: I = MARKER IS A STEEL ROD
 BZ1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1226+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 BZ1226_ROD/PIPE-DEPTH: 3.4  meters
 BZ1226
 BZ1226  HISTORY     - Date     Condition        Report By
 BZ1226  HISTORY     - 1983     MONUMENTED       NGS
 BZ1226  HISTORY     - 20040124 GOOD             USPSQD
 BZ1226  HISTORY     - 20040430 GOOD             MSAM
 BZ1226
 BZ1226                          STATION DESCRIPTION
 BZ1226
 BZ1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1226'12.0 KM (7.45 MI) WEST FROM KILLEEN.
 BZ1226'7.1 KM (4.4 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ1226'STATION IN KILLEEN, THENCE 4.9 KM (3.05 MI) WESTERLY ALONG U.S. 190,
 BZ1226'0.2 KM (0.1 MI) WEST OF A DOUBLE BOX CULVERT, 26.2 METERS (86.0 FT)
 BZ1226'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 0.8
 BZ1226'METER (2.6 FT) WEST OF A FENCE CORNER.  NOTE, ACCESS TO THE DATUM
 BZ1226'POINT IS THROUGH A 5-INCH LOGO CAP.
 BZ1226'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 BZ1226'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 BZ1226
 BZ1226                          STATION RECOVERY (2004)
 BZ1226
 BZ1226'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BZ1226'THIS MARK IS UP AGAINST A 9 FT. CHAIN LINK FENCE MAKING IT UNSUITABLE
 BZ1226'FOR GPS OBSERVATION.
 BZ1226
 BZ1226                          STATION RECOVERY (2004)
 BZ1226
 BZ1226'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 BZ1226'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 BZ1226'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2465 ***********************************************************************
 CS2465  DESIGNATION -  P 1476
 CS2465  PID         -  CS2465
 CS2465  STATE/COUNTY-  TX/JOHNSON
 CS2465  USGS QUAD   -  GRANDVIEW (1978)
 CS2465
 CS2465                         *CURRENT SURVEY CONTROL
 CS2465  ___________________________________________________________________
 CS2465* NAD 83(1986)-  32 21 16.     (N)    097 11 48.     (W)     SCALED    
 CS2465* NAVD 88     -       209.968  (meters)     688.87   (feet)  ADJUSTED  
 CS2465  ___________________________________________________________________
 CS2465  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CS2465  DYNAMIC HT  -         209.716 (meters)     688.04  (feet)  COMP
 CS2465  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 CS2465
 CS2465  VERT ORDER  -  FIRST     CLASS II
 CS2465
 CS2465.The horizontal coordinates were scaled from a topographic map and have
 CS2465.an estimated accuracy of +/- 6 seconds.
 CS2465
 CS2465.The orthometric height was determined by differential leveling
 CS2465.and adjusted by the National Geodetic Survey in June 1991..
 CS2465
 CS2465.The geoid height was determined by GEOID03.
 CS2465
 CS2465.The dynamic height is computed by dividing the NAVD 88
 CS2465.geopotential number by the normal gravity value computed on the
 CS2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2465.degrees latitude (g = 980.6199 gals.).
 CS2465
 CS2465.The modeled gravity was interpolated from observed gravity values.
 CS2465
 CS2465;                    North         East    Units  Estimated Accuracy
 CS2465;SPC TXNC     - 2,077,030.      722,670.      MT  (+/- 180 meters Scaled)
 CS2465
 CS2465                          SUPERSEDED SURVEY CONTROL
 CS2465
 CS2465.No superseded survey control is available for this station.
 CS2465
 CS2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA696811(NAD 83)
 CS2465_MARKER: DB = BENCH MARK DISK
 CS2465_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2465_SP_SET: ABUTMENT
 CS2465_STAMPING: P 1476 1983
 CS2465_MARK LOGO: NGS   
 CS2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2465
 CS2465  HISTORY     - Date     Condition        Report By
 CS2465  HISTORY     - 1983     MONUMENTED       NGS
 CS2465  HISTORY     - 19910413 GOOD             USPSQD
 CS2465  HISTORY     - 19940330 GOOD             USPSQD
 CS2465  HISTORY     - 19990608 GOOD             USPSQD
 CS2465
 CS2465                          STATION DESCRIPTION
 CS2465
 CS2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2465'9.8 KM (6.05 MI) NORTH FROM GRANDVIEW.
 CS2465'0.2 KM (0.1 MI) EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE
 CS2465'MISSOURI, KANSAS AND TEXAS RAILROAD IN GRANDVIEW, THENCE 9.6 KM (5.95
 CS2465'MI) NORTHERLY ALONG U.S. HIGHWAY 81, IN TOP OF AND 0.1 METER (0.3 FT)
 CS2465'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 CS2465'GREENFIELD-BARNSVILLE ROAD OVERPASS (EXIT 21) AND 21.8 METERS
 CS2465'(71.5 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 CS2465'HIGHWAY.
 CS2465'THE MARK IS 1.0 M BELOW THE ROAD.
 CS2465
 CS2465                          STATION RECOVERY (1991)
 CS2465
 CS2465'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2465'RECOVERED IN GOOD CONDITION.
 CS2465
 CS2465                          STATION RECOVERY (1994)
 CS2465
 CS2465'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2465'RECOVERED IN GOOD CONDITION.
 CS2465
 CS2465                          STATION RECOVERY (1999)
 CS2465
 CS2465'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2439 ***********************************************************************
 CS2439  DESIGNATION -  P 1477
 CS2439  PID         -  CS2439
 CS2439  STATE/COUNTY-  TX/PARKER
 CS2439  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2439
 CS2439                         *CURRENT SURVEY CONTROL
 CS2439  ___________________________________________________________________
 CS2439* NAD 83(1986)-  32 44 23.     (N)    097 45 18.     (W)     SCALED    
 CS2439* NAVD 88     -       287.274  (meters)     942.50   (feet)  ADJUSTED  
 CS2439  ___________________________________________________________________
 CS2439  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CS2439  DYNAMIC HT  -         286.924 (meters)     941.35  (feet)  COMP
 CS2439  MODELED GRAV-     979,410.9   (mgal)                       NAVD 88
 CS2439
 CS2439  VERT ORDER  -  FIRST     CLASS II
 CS2439
 CS2439.The horizontal coordinates were scaled from a topographic map and have
 CS2439.an estimated accuracy of +/- 6 seconds.
 CS2439
 CS2439.The orthometric height was determined by differential leveling
 CS2439.and adjusted by the National Geodetic Survey in June 1991..
 CS2439
 CS2439.The geoid height was determined by GEOID03.
 CS2439
 CS2439.The dynamic height is computed by dividing the NAVD 88
 CS2439.geopotential number by the normal gravity value computed on the
 CS2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2439.degrees latitude (g = 980.6199 gals.).
 CS2439
 CS2439.The modeled gravity was interpolated from observed gravity values.
 CS2439
 CS2439;                    North         East    Units  Estimated Accuracy
 CS2439;SPC TXNC     - 2,119,240.      669,820.      MT  (+/- 180 meters Scaled)
 CS2439
 CS2439                          SUPERSEDED SURVEY CONTROL
 CS2439
 CS2439.No superseded survey control is available for this station.
 CS2439
 CS2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB166231(NAD 83)
 CS2439_MARKER: DB = BENCH MARK DISK
 CS2439_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2439_SP_SET: PIER
 CS2439_STAMPING: P 1477 1983
 CS2439_MARK LOGO: NGS   
 CS2439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2439+STABILITY: POSITION/ELEVATION WELL
 CS2439
 CS2439  HISTORY     - Date     Condition        Report By
 CS2439  HISTORY     - 1983     MONUMENTED       NGS
 CS2439  HISTORY     - 19910522 GOOD             USPSQD
 CS2439  HISTORY     - 19950820 GOOD             USPSQD
 CS2439  HISTORY     - 19970524 GOOD             USPSQD
 CS2439  HISTORY     - 20020317 GOOD             USPSQD
 CS2439
 CS2439                          STATION DESCRIPTION
 CS2439
 CS2439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2439'3.4 KM (2.1 MI) EAST FROM WEATHERFORD.
 CS2439'3.4 KM (2.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION
 CS2439'WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE SOUTHEAST
 CS2439'FACE OF THE MOST SOUTHEASTERLY 1 OF 3 PIERS OF THE EAST BOUND HIGHWAY
 CS2439'OVERPASS OVER THE MISSOURI PACIFIC RAILROAD, 4.6 METERS (15.1 FT)
 CS2439'SOUTHEAST OF THE CENTER OF THE BRIDGE AND 2.8 METERS (9.2 FT)
 CS2439'SOUTHWEST OF THE NEAR RAIL.
 CS2439'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2439
 CS2439                          STATION RECOVERY (1991)
 CS2439
 CS2439'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2439'RECOVERED IN GOOD CONDITION.
 CS2439
 CS2439                          STATION RECOVERY (1995)
 CS2439
 CS2439'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2439'RECOVERED IN GOOD CONDITION.
 CS2439
 CS2439                          STATION RECOVERY (1997)
 CS2439
 CS2439'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2439'RECOVERED IN GOOD CONDITION.
 CS2439
 CS2439                          STATION RECOVERY (2002)
 CS2439
 CS2439'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0894 ***********************************************************************
 CT0894  DESIGNATION -  P 1478
 CT0894  PID         -  CT0894
 CT0894  STATE/COUNTY-  TX/PARKER
 CT0894  USGS QUAD   -  BRAZOS EAST (1984)
 CT0894
 CT0894                         *CURRENT SURVEY CONTROL
 CT0894  ___________________________________________________________________
 CT0894* NAD 83(1986)-  32 39 56.     (N)    098 01 52.     (W)     SCALED    
 CT0894* NAVD 88     -       233.338  (meters)     765.54   (feet)  ADJUSTED  
 CT0894  ___________________________________________________________________
 CT0894  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0894  DYNAMIC HT  -         233.052 (meters)     764.60  (feet)  COMP
 CT0894  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 CT0894
 CT0894  VERT ORDER  -  FIRST     CLASS II
 CT0894
 CT0894.The horizontal coordinates were scaled from a topographic map and have
 CT0894.an estimated accuracy of +/- 6 seconds.
 CT0894
 CT0894.The orthometric height was determined by differential leveling
 CT0894.and adjusted by the National Geodetic Survey in June 1991..
 CT0894
 CT0894.The geoid height was determined by GEOID03.
 CT0894
 CT0894.The dynamic height is computed by dividing the NAVD 88
 CT0894.geopotential number by the normal gravity value computed on the
 CT0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0894.degrees latitude (g = 980.6199 gals.).
 CT0894
 CT0894.The modeled gravity was interpolated from observed gravity values.
 CT0894
 CT0894;                    North         East    Units  Estimated Accuracy
 CT0894;SPC TXNC     - 2,110,870.      643,980.      MT  (+/- 180 meters Scaled)
 CT0894
 CT0894                          SUPERSEDED SURVEY CONTROL
 CT0894
 CT0894.No superseded survey control is available for this station.
 CT0894
 CT0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB908146(NAD 83)
 CT0894_MARKER: I = METAL ROD
 CT0894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0894_SP_SET: STAINLESS STEEL ROD
 CT0894_STAMPING: P 1478 1983
 CT0894_MARK LOGO: NGS   
 CT0894_PROJECTION: FLUSH
 CT0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0894_ROD/PIPE-DEPTH: 8.2  meters
 CT0894
 CT0894  HISTORY     - Date     Condition        Report By
 CT0894  HISTORY     - 1983     MONUMENTED       NGS
 CT0894  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 CT0894  HISTORY     - 19970524 GOOD             USPSQD
 CT0894  HISTORY     - 20020316 GOOD             USPSQD
 CT0894
 CT0894                          STATION DESCRIPTION
 CT0894
 CT0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0894'24.4 KM (15.1 MI) WEST FROM WEATHERFORD.
 CT0894'24.4 KM (15.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0894'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 91.0 METERS (298.6 FT)
 CT0894'NORTH-NORTHEAST OF THE EAST CORNER OF THE EAST BOUND BRIDGE SPANNING
 CT0894'THE BRAZOS RIVER, 81.7 METERS (268.0 FT) NORTHEAST OF MILEPOST 393,
 CT0894'38.4 (126.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND
 CT0894'LANES OF THE HIGHWAY AND 29.1 METERS (95.5 FT) SOUTHEAST OF THE NORTH
 CT0894'END OF A GUARD RAIL.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CT0894'5-INCH LOGO CAP.
 CT0894'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CT0894'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 CT0894
 CT0894                          STATION RECOVERY (1995)
 CT0894
 CT0894'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0894'MARK NOT FOUND.
 CT0894
 CT0894                          STATION RECOVERY (1997)
 CT0894
 CT0894'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0894'RECOVERED IN GOOD CONDITION.
 CT0894
 CT0894                          STATION RECOVERY (2002)
 CT0894
 CT0894'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2493 ***********************************************************************
 CS2493  DESIGNATION -  P 1479
 CS2493  PID         -  CS2493
 CS2493  STATE/COUNTY-  TX/TARRANT
 CS2493  USGS QUAD   -  FORT WORTH (1981)
 CS2493
 CS2493                         *CURRENT SURVEY CONTROL
 CS2493  ___________________________________________________________________
 CS2493* NAD 83(1986)-  32 44 15.     (N)    097 19 18.     (W)     SCALED    
 CS2493* NAVD 88     -       197.944  (meters)     649.42   (feet)  ADJUSTED  
 CS2493  ___________________________________________________________________
 CS2493  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS2493  DYNAMIC HT  -         197.712 (meters)     648.66  (feet)  COMP
 CS2493  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 CS2493
 CS2493  VERT ORDER  -  FIRST     CLASS II
 CS2493
 CS2493.The horizontal coordinates were scaled from a topographic map and have
 CS2493.an estimated accuracy of +/- 6 seconds.
 CS2493
 CS2493.The orthometric height was determined by differential leveling
 CS2493.and adjusted by the National Geodetic Survey in June 1991..
 CS2493
 CS2493.The geoid height was determined by GEOID03.
 CS2493
 CS2493.The dynamic height is computed by dividing the NAVD 88
 CS2493.geopotential number by the normal gravity value computed on the
 CS2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2493.degrees latitude (g = 980.6199 gals.).
 CS2493
 CS2493.The modeled gravity was interpolated from observed gravity values.
 CS2493
 CS2493;                    North         East    Units  Estimated Accuracy
 CS2493;SPC TXNC     - 2,119,360.      710,430.      MT  (+/- 180 meters Scaled)
 CS2493
 CS2493                          SUPERSEDED SURVEY CONTROL
 CS2493
 CS2493.No superseded survey control is available for this station.
 CS2493
 CS2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB572234(NAD 83)
 CS2493_MARKER: DB = BENCH MARK DISK
 CS2493_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2493_SP_SET: ABUTMENT
 CS2493_STAMPING: P 1479 1983
 CS2493_MARK LOGO: NGS   
 CS2493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2493
 CS2493  HISTORY     - Date     Condition        Report By
 CS2493  HISTORY     - 1983     MONUMENTED       NGS
 CS2493  HISTORY     - 19960427 GOOD             USPSQD
 CS2493  HISTORY     - 20051119 GOOD             USPSQD
 CS2493
 CS2493                          STATION DESCRIPTION
 CS2493
 CS2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2493'IN FORT WORTH.
 CS2493'IN FORT WORTH, AT THE INTERSECTION OF EAST HATTIE STREET AND THE
 CS2493'MISSOURI, KANSAS AND TEXAS RAILROAD, SET VERTICALLY IN THE NORTH FACE
 CS2493'OF THE EAST CONCRETE ABUTMENT OF THE STREET OVERPASS, 19.2 METERS
 CS2493'(63.0 FT) EAST OF THE NEAR RAIL AND 6.3 METERS (20.7 FT) NORTH OF THE
 CS2493'CENTERLINE OF THE WEST BOUND LANES OF THE STREET.
 CS2493'THE MARK IS 0.3 M BELOW THE STREET.
 CS2493
 CS2493                          STATION RECOVERY (1996)
 CS2493
 CS2493'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2493'RECOVERED IN GOOD CONDITION.
 CS2493
 CS2493                          STATION RECOVERY (2005)
 CS2493
 CS2493'RECOVERY NOTE BY US POWER SQUADRON 2005 (JD)
 CS2493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1357 ***********************************************************************
 AY1357  DESIGNATION -  P 148
 AY1357  PID         -  AY1357
 AY1357  STATE/COUNTY-  TX/UVALDE
 AY1357  USGS QUAD   -  CHALK BLUFF (1960)
 AY1357
 AY1357                         *CURRENT SURVEY CONTROL
 AY1357  ___________________________________________________________________
 AY1357* NAD 83(1986)-  29 19 01.     (N)    099 54 49.     (W)     SCALED    
 AY1357* NAVD 88     -       325.014  (meters)    1066.32   (feet)  POSTED    
 AY1357  ___________________________________________________________________
 AY1357  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AY1357  DYNAMIC HT  -         324.540 (meters)    1064.76  (feet)  COMP
 AY1357  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AY1357
 AY1357  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1357
 AY1357.The horizontal coordinates were scaled from a topographic map and have
 AY1357.an estimated accuracy of +/- 6 seconds.
 AY1357
 AY1357.The orthometric height was determined by differential leveling
 AY1357.and adjusted by the National Geodetic Survey in 1992..
 AY1357.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1357.rate of 0.0 thru 1.0 mm/km.
 AY1357
 AY1357.The geoid height was determined by GEOID03.
 AY1357
 AY1357.The dynamic height is computed by dividing the NAVD 88
 AY1357.geopotential number by the normal gravity value computed on the
 AY1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1357.degrees latitude (g = 980.6199 gals.).
 AY1357
 AY1357.The modeled gravity was interpolated from observed gravity values.
 AY1357
 AY1357;                    North         East    Units  Estimated Accuracy
 AY1357;SPC TXSC     - 4,164,770.      511,270.      MT  (+/- 180 meters Scaled)
 AY1357
 AY1357                          SUPERSEDED SURVEY CONTROL
 AY1357
 AY1357  NGVD 29 (??/??/92)  324.894  (m)         1065.92   (f) ADJ UNCH    2 0
 AY1357
 AY1357.Superseded values are not recommended for survey control.
 AY1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1357.See file dsdata.txt to determine how the superseded data were derived.
 AY1357
 AY1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT112434(NAD 83)
 AY1357_MARKER: DB = BENCH MARK DISK
 AY1357_SETTING: 66 = SET IN ROCK OUTCROP
 AY1357_SP_SET: ROCK OUTCROP
 AY1357_STAMPING: P 148 1939
 AY1357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1357+STABILITY: POSITION/ELEVATION WELL
 AY1357
 AY1357  HISTORY     - Date     Condition        Report By
 AY1357  HISTORY     - 1939     MONUMENTED       CGS
 AY1357  HISTORY     - 1971     GOOD             USGS
 AY1357  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 AY1357
 AY1357                          STATION DESCRIPTION
 AY1357
 AY1357'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1357'9.1 MI NW FROM UVALDE JUNCTION.
 AY1357'UVALDE, JUNCTION OF STATE HIGHWAY 55 AND U. S. HIGHWAY 83, IN THE
 AY1357'NORTH PART OF UVALDE.  8.15 MILES NORTHWEST OF ALONG STATE HIGHWAY 55
 AY1357'TO FIELD ROAD NORTH, THENCE 0.2 MILE NORTH TO OLD R. R. GRADE.  75
 AY1357'FEET EAST OF THE TRACK ROAD AND 21 FEET NORTHEAST OF THE R. R. GRADE.
 AY1357'IN A ROCK OUTCROP A STANDARD DISK STAMPED P 148 1939.
 AY1357
 AY1357                          STATION RECOVERY (2002)
 AY1357
 AY1357'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0937 ***********************************************************************
 CT0937  DESIGNATION -  P 1480
 CT0937  PID         -  CT0937
 CT0937  STATE/COUNTY-  TX/EASTLAND
 CT0937  USGS QUAD   -  EASTLAND (1987)
 CT0937
 CT0937                         *CURRENT SURVEY CONTROL
 CT0937  ___________________________________________________________________
 CT0937* NAD 83(1986)-  32 24 28.     (N)    098 46 33.     (W)     SCALED    
 CT0937* NAVD 88     -       465.188  (meters)    1526.20   (feet)  ADJUSTED  
 CT0937  ___________________________________________________________________
 CT0937  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CT0937  DYNAMIC HT  -         464.591 (meters)    1524.25  (feet)  COMP
 CT0937  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 CT0937
 CT0937  VERT ORDER  -  FIRST     CLASS II
 CT0937
 CT0937.The horizontal coordinates were scaled from a topographic map and have
 CT0937.an estimated accuracy of +/- 6 seconds.
 CT0937
 CT0937.The orthometric height was determined by differential leveling
 CT0937.and adjusted by the National Geodetic Survey in June 1991..
 CT0937
 CT0937.The geoid height was determined by GEOID03.
 CT0937
 CT0937.The dynamic height is computed by dividing the NAVD 88
 CT0937.geopotential number by the normal gravity value computed on the
 CT0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0937.degrees latitude (g = 980.6199 gals.).
 CT0937
 CT0937.The modeled gravity was interpolated from observed gravity values.
 CT0937
 CT0937;                    North         East    Units  Estimated Accuracy
 CT0937;SPC TXNC     - 2,082,220.      574,050.      MT  (+/- 180 meters Scaled)
 CT0937
 CT0937                          SUPERSEDED SURVEY CONTROL
 CT0937
 CT0937.No superseded survey control is available for this station.
 CT0937
 CT0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA210856(NAD 83)
 CT0937_MARKER: DB = BENCH MARK DISK
 CT0937_SETTING: 66 = SET IN ROCK OUTCROP
 CT0937_SP_SET: ROCK OUTCROP
 CT0937_STAMPING: P 1480 1983
 CT0937_MARK LOGO: NGS   
 CT0937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0937+STABILITY: POSITION/ELEVATION WELL
 CT0937
 CT0937  HISTORY     - Date     Condition        Report By
 CT0937  HISTORY     - 1983     MONUMENTED       NGS
 CT0937  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0937
 CT0937                          STATION DESCRIPTION
 CT0937
 CT0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0937'8.4 KM (5.2 MI) WEST FROM RANGER.
 CT0937'8.4 KM (5.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION
 CT0937'WITH FARM ROAD 2461 IN RANGER, IN THE CENTER OF A 15- BY 25-FT EXPOSED
 CT0937'AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) SOUTHWEST OF MILEPOST
 CT0937'345, 52.0 METERS (170.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 CT0937'SOUTHWEST BOUND LANES OF THE HIGHWAY, 29.8 METERS (97.8 FT) NORTHEAST
 CT0937'OF THE CENTER OF A DRIVEWAY INTO A BRICK HOUSE AND 28.0 METERS (91.9
 CT0937'FT) NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD.
 CT0937'THE MARK IS 7.8 METERS  SE FROM  A WITNESS POST AND FENCE
 CT0937'THE MARK IS 1.0 M ABOVE THE ROAD.
 CT0937
 CT0937                          STATION RECOVERY (2002)
 CT0937
 CT0937'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0961 ***********************************************************************
 CT0961  DESIGNATION -  P 1481
 CT0961  PID         -  CT0961
 CT0961  STATE/COUNTY-  TX/CALLAHAN
 CT0961  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0961
 CT0961                         *CURRENT SURVEY CONTROL
 CT0961  ___________________________________________________________________
 CT0961* NAD 83(1986)-  32 24 36.     (N)    099 32 40.     (W)     SCALED    
 CT0961* NAVD 88     -       612.080  (meters)    2008.13   (feet)  ADJUSTED  
 CT0961  ___________________________________________________________________
 CT0961  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CT0961  DYNAMIC HT  -         611.278 (meters)    2005.50  (feet)  COMP
 CT0961  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 CT0961
 CT0961  VERT ORDER  -  FIRST     CLASS II
 CT0961
 CT0961.The horizontal coordinates were scaled from a topographic map and have
 CT0961.an estimated accuracy of +/- 6 seconds.
 CT0961
 CT0961.The orthometric height was determined by differential leveling
 CT0961.and adjusted by the National Geodetic Survey in June 1991..
 CT0961
 CT0961.The geoid height was determined by GEOID03.
 CT0961
 CT0961.The dynamic height is computed by dividing the NAVD 88
 CT0961.geopotential number by the normal gravity value computed on the
 CT0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0961.degrees latitude (g = 980.6199 gals.).
 CT0961
 CT0961.The modeled gravity was interpolated from observed gravity values.
 CT0961
 CT0961;                    North         East    Units  Estimated Accuracy
 CT0961;SPC TXNC     - 2,082,920.      501,760.      MT  (+/- 180 meters Scaled)
 CT0961
 CT0961                          SUPERSEDED SURVEY CONTROL
 CT0961
 CT0961.No superseded survey control is available for this station.
 CT0961
 CT0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA488860(NAD 83)
 CT0961_MARKER: I = METAL ROD
 CT0961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0961_SP_SET: STAINLESS STEEL ROD
 CT0961_STAMPING: P 1481 1983
 CT0961_MARK LOGO: NGS   
 CT0961_PROJECTION: FLUSH
 CT0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0961_ROD/PIPE-DEPTH: 3.0  meters
 CT0961
 CT0961  HISTORY     - Date     Condition        Report By
 CT0961  HISTORY     - 1983     MONUMENTED       NGS
 CT0961  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0961
 CT0961                          STATION DESCRIPTION
 CT0961
 CT0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0961'18.8 KM (11.7 MI) EAST FROM ABILENE.
 CT0961'18.8 KM (11.7 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0961'THE RAILROAD STATION IN ABILENE, 66.8 METERS (219.2 FT) WEST-NORTHWEST
 CT0961'OF MILEPOST 395, 29.6 METERS (92.1 FT) NORTH OF THE NEAR RAIL, 14.9
 CT0961'METERS (48.9 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 6.8 METERS
 CT0961'(22.3 FT) WEST OF THE SOUTHWEST GATE POST AND 0.3 METER (1.0 MI) SOUTH
 CT0961'OF A FENCE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0961'THE MARK IS 1.8 METERS  W FROM A WITNESS POST.
 CT0961'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CT0961
 CT0961                          STATION RECOVERY (2001)
 CT0961
 CT0961'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0640 ***********************************************************************
 DO0640  DESIGNATION -  P 1482
 DO0640  PID         -  DO0640
 DO0640  STATE/COUNTY-  TX/WICHITA
 DO0640  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0640
 DO0640                         *CURRENT SURVEY CONTROL
 DO0640  ___________________________________________________________________
 DO0640* NAD 83(1986)-  33 55 14.     (N)    098 29 47.     (W)     SCALED    
 DO0640* NAVD 88     -       289.798  (meters)     950.78   (feet)  ADJUSTED  
 DO0640  ___________________________________________________________________
 DO0640  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DO0640  DYNAMIC HT  -         289.480 (meters)     949.74  (feet)  COMP
 DO0640  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 DO0640
 DO0640  VERT ORDER  -  FIRST     CLASS II
 DO0640
 DO0640.The horizontal coordinates were scaled from a topographic map and have
 DO0640.an estimated accuracy of +/- 6 seconds.
 DO0640
 DO0640.The orthometric height was determined by differential leveling
 DO0640.and adjusted by the National Geodetic Survey in June 1991..
 DO0640
 DO0640.The geoid height was determined by GEOID03.
 DO0640
 DO0640.The dynamic height is computed by dividing the NAVD 88
 DO0640.geopotential number by the normal gravity value computed on the
 DO0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0640.degrees latitude (g = 980.6199 gals.).
 DO0640
 DO0640.The modeled gravity was interpolated from observed gravity values.
 DO0640
 DO0640;                    North         East    Units  Estimated Accuracy
 DO0640;SPC TXNC     - 2,249,950.      600,330.      MT  (+/- 180 meters Scaled)
 DO0640
 DO0640                          SUPERSEDED SURVEY CONTROL
 DO0640
 DO0640.No superseded survey control is available for this station.
 DO0640
 DO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC465534(NAD 83)
 DO0640_MARKER: DB = BENCH MARK DISK
 DO0640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0640_SP_SET: ABUTMENT
 DO0640_STAMPING: P 1482 1984
 DO0640_MARK LOGO: NGS   
 DO0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0640
 DO0640  HISTORY     - Date     Condition        Report By
 DO0640  HISTORY     - 1984     MONUMENTED       NGS
 DO0640  HISTORY     - 20010525 GOOD             USPSQD
 DO0640
 DO0640                          STATION DESCRIPTION
 DO0640
 DO0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0640'IN WICHITA FALLS.
 DO0640'IN WICHITA FALLS, AT THE INTERSECTION OF THE BURLINGTON NORTHERN
 DO0640'RAILROAD AND THE WICHITA RIVER, IN TOP OF AND 0.4 METER (1.3 FT)
 DO0640'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 DO0640'THE RAILROAD BRIDGE SPANNING THE RIVER, AND 2.5 METERS (8.2 FT)
 DO0640'NORTHEAST OF THE NEAR RAIL.
 DO0640'THE MARK IS 1.4 M BELOW THE TRACKS.
 DO0640
 DO0640                          STATION RECOVERY (2001)
 DO0640
 DO0640'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0531 ***********************************************************************
 EM0531  DESIGNATION -  P 1483
 EM0531  PID         -  EM0531
 EM0531  STATE/COUNTY-  TX/WILBARGER
 EM0531  USGS QUAD   -  HARROLD (1990)
 EM0531
 EM0531                         *CURRENT SURVEY CONTROL
 EM0531  ___________________________________________________________________
 EM0531* NAD 83(1986)-  34 05 32.     (N)    099 03 25.     (W)     SCALED    
 EM0531* NAVD 88     -       370.976  (meters)    1217.11   (feet)  ADJUSTED  
 EM0531  ___________________________________________________________________
 EM0531  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 EM0531  DYNAMIC HT  -         370.563 (meters)    1215.76  (feet)  COMP
 EM0531  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 EM0531
 EM0531  VERT ORDER  -  FIRST     CLASS II
 EM0531
 EM0531.The horizontal coordinates were scaled from a topographic map and have
 EM0531.an estimated accuracy of +/- 6 seconds.
 EM0531
 EM0531.The orthometric height was determined by differential leveling
 EM0531.and adjusted by the National Geodetic Survey in June 1991..
 EM0531
 EM0531.The geoid height was determined by GEOID03.
 EM0531
 EM0531.The dynamic height is computed by dividing the NAVD 88
 EM0531.geopotential number by the normal gravity value computed on the
 EM0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0531.degrees latitude (g = 980.6199 gals.).
 EM0531
 EM0531.The modeled gravity was interpolated from observed gravity values.
 EM0531
 EM0531;                    North         East    Units  Estimated Accuracy
 EM0531;SPC TXNC     - 2,269,120.      548,600.      MT  (+/- 180 meters Scaled)
 EM0531
 EM0531                          SUPERSEDED SURVEY CONTROL
 EM0531
 EM0531.No superseded survey control is available for this station.
 EM0531
 EM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC947723(NAD 83)
 EM0531_MARKER: I = METAL ROD
 EM0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0531_SP_SET: STAINLESS STEEL ROD
 EM0531_STAMPING: P 1483 1984
 EM0531_MARK LOGO: NGS   
 EM0531_PROJECTION: FLUSH
 EM0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0531_ROD/PIPE-DEPTH: 4.0  meters
 EM0531
 EM0531  HISTORY     - Date     Condition        Report By
 EM0531  HISTORY     - 1984     MONUMENTED       NGS
 EM0531
 EM0531                          STATION DESCRIPTION
 EM0531
 EM0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0531'22.6 KM (14.05 MI) SE FROM VERNON.
 EM0531'22.6 KM (14.05 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 EM0531'RAILROAD FROM THE STATION IN VERNON, 0.9 KM (0.55 MI) SOUTHEAST OF
 EM0531'MILEPOST 150, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 149, 115.8 METERS
 EM0531'(379.9 FT) NORTHEAST OF THE NEAR RAIL, 48.2 METERS (158.1 FT) EAST OF
 EM0531'THE CENTER OF THE NORTHEAST END OF A DOUBLE BOX CULVERT, 34.1 METERS
 EM0531'(111.9 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 EM0531'U.S. HIGHWAY 287, AND 0.9 METER (3.0 FT) NORTHWEST OF A UTILITY POLE.
 EM0531'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0531'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EM0531'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0590 ***********************************************************************
 EN0590  DESIGNATION -  P 1484
 EN0590  PID         -  EN0590
 EN0590  STATE/COUNTY-  TX/CHILDRESS
 EN0590  USGS QUAD   -  ESTELLINE (1985)
 EN0590
 EN0590                         *CURRENT SURVEY CONTROL
 EN0590  ___________________________________________________________________
 EN0590* NAD 83(1986)-  34 30 18.     (N)    100 22 53.     (W)     SCALED    
 EN0590* NAVD 88     -       558.958  (meters)    1833.85   (feet)  ADJUSTED  
 EN0590  ___________________________________________________________________
 EN0590  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EN0590  DYNAMIC HT  -         558.325 (meters)    1831.77  (feet)  COMP
 EN0590  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 EN0590
 EN0590  VERT ORDER  -  FIRST     CLASS II
 EN0590
 EN0590.The horizontal coordinates were scaled from a topographic map and have
 EN0590.an estimated accuracy of +/- 6 seconds.
 EN0590
 EN0590.The orthometric height was determined by differential leveling
 EN0590.and adjusted by the National Geodetic Survey in June 1991..
 EN0590
 EN0590.The geoid height was determined by GEOID03.
 EN0590
 EN0590.The dynamic height is computed by dividing the NAVD 88
 EN0590.geopotential number by the normal gravity value computed on the
 EN0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0590.degrees latitude (g = 980.6199 gals.).
 EN0590
 EN0590.The modeled gravity was interpolated from observed gravity values.
 EN0590
 EN0590;                    North         East    Units  Estimated Accuracy
 EN0590;SPC TX N     - 1,056,610.      302,730.      MT  (+/- 180 meters Scaled)
 EN0590
 EN0590                          SUPERSEDED SURVEY CONTROL
 EN0590
 EN0590.No superseded survey control is available for this station.
 EN0590
 EN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD731190(NAD 83)
 EN0590_MARKER: I = METAL ROD
 EN0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0590_SP_SET: STAINLESS STEEL ROD
 EN0590_STAMPING: P 1484 1984
 EN0590_MARK LOGO: NGS   
 EN0590_PROJECTION: FLUSH
 EN0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0590_ROD/PIPE-DEPTH: 7.3  meters
 EN0590
 EN0590  HISTORY     - Date     Condition        Report By
 EN0590  HISTORY     - 1984     MONUMENTED       NGS
 EN0590
 EN0590                          STATION DESCRIPTION
 EN0590
 EN0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0590'16.5 KM (10.25 MI) NW FROM CHILDRESS.
 EN0590'16.5 KM (10.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0590'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 24.3 M (79.7 FT) SOUTHWEST
 EN0590'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 8.7 M
 EN0590'(28.5 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, AND 1.4 M
 EN0590'(4.6 FT) SOUTH OF A FENCE CORNER AND A UTILITY POLE.  NOTE=ACCESS TO
 EN0590'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0590'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 EN0590'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0923 ***********************************************************************
 DN0923  DESIGNATION -  P 1485
 DN0923  PID         -  DN0923
 DN0923  STATE/COUNTY-  TX/WISE
 DN0923  USGS QUAD   -  RHOME (1972)
 DN0923
 DN0923                         *CURRENT SURVEY CONTROL
 DN0923  ___________________________________________________________________
 DN0923* NAD 83(1986)-  33 05 59.     (N)    097 28 05.     (W)     SCALED    
 DN0923* NAVD 88     -       291.908  (meters)     957.70   (feet)  ADJUSTED  
 DN0923  ___________________________________________________________________
 DN0923  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DN0923  DYNAMIC HT  -         291.565 (meters)     956.58  (feet)  COMP
 DN0923  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 DN0923
 DN0923  VERT ORDER  -  FIRST     CLASS II
 DN0923
 DN0923.The horizontal coordinates were scaled from a topographic map and have
 DN0923.an estimated accuracy of +/- 6 seconds.
 DN0923
 DN0923.The orthometric height was determined by differential leveling
 DN0923.and adjusted by the National Geodetic Survey in June 1991..
 DN0923
 DN0923.The geoid height was determined by GEOID03.
 DN0923
 DN0923.The dynamic height is computed by dividing the NAVD 88
 DN0923.geopotential number by the normal gravity value computed on the
 DN0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0923.degrees latitude (g = 980.6199 gals.).
 DN0923
 DN0923.The modeled gravity was interpolated from observed gravity values.
 DN0923
 DN0923;                    North         East    Units  Estimated Accuracy
 DN0923;SPC TXNC     - 2,159,380.      696,320.      MT  (+/- 180 meters Scaled)
 DN0923
 DN0923                          SUPERSEDED SURVEY CONTROL
 DN0923
 DN0923.No superseded survey control is available for this station.
 DN0923
 DN0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB429633(NAD 83)
 DN0923_MARKER: I = METAL ROD
 DN0923_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0923+WITH SETTING: INFORMATION.
 DN0923_SP_SET: SHALLOW SET METAL ROD
 DN0923_STAMPING: P 1485 1984
 DN0923_MARK LOGO: NGS   
 DN0923_PROJECTION: FLUSH
 DN0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0923_ROD/PIPE-DEPTH: 2.1  meters
 DN0923
 DN0923  HISTORY     - Date     Condition        Report By
 DN0923  HISTORY     - 1984     MONUMENTED       NGS
 DN0923  HISTORY     - 19980927 GOOD             USPSQD
 DN0923
 DN0923                          STATION DESCRIPTION
 DN0923
 DN0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0923'5.1 KM (3.15 MI) NW FROM RHOME.
 DN0923'5.1 KM (3.15 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0923'FROM ITS JUNCTION WITH 2ND STREET IN RHOME, 23.7 METERS (77.8 FT))
 DN0923'EAST OF THE NEAR RAIL, 13.7 METERS (44.9 FT) SOUTH OF THE CENTER OF
 DN0923'FARM ROAD 407, 8.3 METERS (27.2 FT) EAST OF A FENCE CORNER, AND
 DN0923'0.3 METER (1.0 FT) NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 7.0
 DN0923'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0923'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DN0923'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DN0923
 DN0923                          STATION RECOVERY (1998)
 DN0923
 DN0923'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0616 ***********************************************************************
 DO0616  DESIGNATION -  P 1486
 DO0616  PID         -  DO0616
 DO0616  STATE/COUNTY-  TX/CLAY
 DO0616  USGS QUAD   -  BELLEVUE (1968)
 DO0616
 DO0616                         *CURRENT SURVEY CONTROL
 DO0616  ___________________________________________________________________
 DO0616* NAD 83(1986)-  33 39 28.     (N)    098 03 02.     (W)     SCALED    
 DO0616* NAVD 88     -       305.371  (meters)    1001.87   (feet)  ADJUSTED  
 DO0616  ___________________________________________________________________
 DO0616  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DO0616  DYNAMIC HT  -         305.031 (meters)    1000.76  (feet)  COMP
 DO0616  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 DO0616
 DO0616  VERT ORDER  -  FIRST     CLASS II
 DO0616
 DO0616.The horizontal coordinates were scaled from a topographic map and have
 DO0616.an estimated accuracy of +/- 6 seconds.
 DO0616
 DO0616.The orthometric height was determined by differential leveling
 DO0616.and adjusted by the National Geodetic Survey in June 1991..
 DO0616
 DO0616.The geoid height was determined by GEOID03.
 DO0616
 DO0616.The dynamic height is computed by dividing the NAVD 88
 DO0616.geopotential number by the normal gravity value computed on the
 DO0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0616.degrees latitude (g = 980.6199 gals.).
 DO0616
 DO0616.The modeled gravity was interpolated from observed gravity values.
 DO0616
 DO0616;                    North         East    Units  Estimated Accuracy
 DO0616;SPC TXNC     - 2,220,890.      641,680.      MT  (+/- 180 meters Scaled)
 DO0616
 DO0616                          SUPERSEDED SURVEY CONTROL
 DO0616
 DO0616.No superseded survey control is available for this station.
 DO0616
 DO0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC880246(NAD 83)
 DO0616_MARKER: DB = BENCH MARK DISK
 DO0616_SETTING: 66 = SET IN ROCK OUTCROP
 DO0616_SP_SET: ROCK OUTCROP
 DO0616_STAMPING: P 1486 1984
 DO0616_MARK LOGO: NGS   
 DO0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0616+STABILITY: POSITION/ELEVATION WELL
 DO0616
 DO0616  HISTORY     - Date     Condition        Report By
 DO0616  HISTORY     - 1984     MONUMENTED       NGS
 DO0616
 DO0616                          STATION DESCRIPTION
 DO0616
 DO0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0616'21.8 KM (13.55 MI) NW FROM BOWIE.
 DO0616'21.8 KM (13.55 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN
 DO0616'RAILROAD FROM THE STATION IN BOWIE, IN THE CENTER OF A 4- BY 4-FT
 DO0616'EXPOSED AREA OF BEDROCK IN A RAILROAD CUT, 45.7 METERS (149.9 FT)
 DO0616'NORTHWEST OF A DIRT ROAD, 24.1 METERS (79.1 FT) NORTHEAST OF THE
 DO0616'CENTERLINE OF THE NORTHWEST BOUND LANES OF U.S.  HIGHWAY 287,
 DO0616'17.6 METERS (57.7 FT) NORTH OF A UTILITY POLE, 13.6 METERS (44.6 FT)
 DO0616'SOUTH OF MILEPOST 82, AND 5.2 METERS (17.1 FT) SOUTHWEST OF THE NEAR
 DO0616'RAIL.
 DO0616'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DO0616'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0563 ***********************************************************************
 EM0563  DESIGNATION -  P 1487
 EM0563  PID         -  EM0563
 EM0563  STATE/COUNTY-  TX/HARDEMAN
 EM0563  USGS QUAD   -  QUANAH EAST (1984)
 EM0563
 EM0563                         *CURRENT SURVEY CONTROL
 EM0563  ___________________________________________________________________
 EM0563* NAD 83(1986)-  34 17 08.     (N)    099 43 11.     (W)     SCALED    
 EM0563* NAVD 88     -       481.037  (meters)    1578.20   (feet)  ADJUSTED  
 EM0563  ___________________________________________________________________
 EM0563  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EM0563  DYNAMIC HT  -         480.495 (meters)    1576.42  (feet)  COMP
 EM0563  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 EM0563
 EM0563  VERT ORDER  -  FIRST     CLASS II
 EM0563
 EM0563.The horizontal coordinates were scaled from a topographic map and have
 EM0563.an estimated accuracy of +/- 6 seconds.
 EM0563
 EM0563.The orthometric height was determined by differential leveling
 EM0563.and adjusted by the National Geodetic Survey in June 1991..
 EM0563
 EM0563.The geoid height was determined by GEOID03.
 EM0563
 EM0563.The dynamic height is computed by dividing the NAVD 88
 EM0563.geopotential number by the normal gravity value computed on the
 EM0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0563.degrees latitude (g = 980.6199 gals.).
 EM0563
 EM0563.The modeled gravity was interpolated from observed gravity values.
 EM0563
 EM0563;                    North         East    Units  Estimated Accuracy
 EM0563;SPC TXNC     - 2,291,090.      487,690.      MT  (+/- 180 meters Scaled)
 EM0563
 EM0563                          SUPERSEDED SURVEY CONTROL
 EM0563
 EM0563.No superseded survey control is available for this station.
 EM0563
 EM0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC337940(NAD 83)
 EM0563_MARKER: I = METAL ROD
 EM0563_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0563_SP_SET: STAINLESS STEEL ROD
 EM0563_STAMPING: P 1487 1984
 EM0563_MARK LOGO: NGS   
 EM0563_PROJECTION: FLUSH
 EM0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0563_ROD/PIPE-DEPTH: 3.7  meters
 EM0563
 EM0563  HISTORY     - Date     Condition        Report By
 EM0563  HISTORY     - 1984     MONUMENTED       NGS
 EM0563
 EM0563                          STATION DESCRIPTION
 EM0563
 EM0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0563'2.0 KM (1.25 MI) SE FROM QUANAH.
 EM0563'2.0 KM (1.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0563'JUNCTION WITH STATE HIGHWAY 6 IN QUANAH, 39.3 M (128.9 FT) SOUTH OF
 EM0563'THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 15.2 M
 EM0563'(49.9 FT) EAST OF THE CENTERLINE OF FARM ROAD 2568, AND 1.0 M (3.3 FT)
 EM0563'NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 EM0563'5-INCH LOGO CAP.
 EM0563'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 EM0563'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1294 ***********************************************************************
 GL1294  DESIGNATION -  P 1488
 GL1294  PID         -  GL1294
 GL1294  STATE/COUNTY-  TX/DALLAM
 GL1294  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL1294
 GL1294                         *CURRENT SURVEY CONTROL
 GL1294  ___________________________________________________________________
 GL1294* NAD 83(1986)-  36 15 09.     (N)    102 31 47.     (W)     SCALED    
 GL1294* NAVD 88     -      1256.390  (meters)    4122.01   (feet)  ADJUSTED  
 GL1294  ___________________________________________________________________
 GL1294  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 GL1294  DYNAMIC HT  -        1254.948 (meters)    4117.28  (feet)  COMP
 GL1294  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 GL1294
 GL1294  VERT ORDER  -  FIRST     CLASS II
 GL1294
 GL1294.The horizontal coordinates were scaled from a topographic map and have
 GL1294.an estimated accuracy of +/- 6 seconds.
 GL1294
 GL1294.The orthometric height was determined by differential leveling
 GL1294.and adjusted by the National Geodetic Survey in June 1991..
 GL1294
 GL1294.The geoid height was determined by GEOID03.
 GL1294
 GL1294.The dynamic height is computed by dividing the NAVD 88
 GL1294.geopotential number by the normal gravity value computed on the
 GL1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1294.degrees latitude (g = 980.6199 gals.).
 GL1294
 GL1294.The modeled gravity was interpolated from observed gravity values.
 GL1294
 GL1294;                    North         East    Units  Estimated Accuracy
 GL1294;SPC TX N     - 1,250,380.      107,450.      MT  (+/- 180 meters Scaled)
 GL1294
 GL1294                          SUPERSEDED SURVEY CONTROL
 GL1294
 GL1294.No superseded survey control is available for this station.
 GL1294
 GL1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA219147(NAD 83)
 GL1294_MARKER: I = METAL ROD
 GL1294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1294_SP_SET: STAINLESS STEEL ROD
 GL1294_STAMPING: P 1488 1985
 GL1294_MARK LOGO: NGS   
 GL1294_PROJECTION: FLUSH
 GL1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1294_ROD/PIPE-DEPTH: 4.9  meters
 GL1294
 GL1294  HISTORY     - Date     Condition        Report By
 GL1294  HISTORY     - 1985     MONUMENTED       NGS
 GL1294
 GL1294                          STATION DESCRIPTION
 GL1294
 GL1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1294'21.6 KM (13.4 MI) NORTH FROM DALHART.
 GL1294'21.6 KM (13.4 FT) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1294'WITH U.S. HIGHWAY 54 IN DALHART, 22.7 M (74.5 FT) SOUTHWEST OF THE
 GL1294'CENTERLINE OF THE HIGHWAY, 19.3 M (63.3 FT) SOUTHEAST OF THE CENTER OF
 GL1294'A DRIVEWAY LEADING WEST TO A FARM HOUSE, 16.4 M (53.8 FT) WEST OF THE
 GL1294'SOUTHWEST CORNER OF A SMALL CULVERT, AND 6.6 M (21.7 FT) SOUTHEAST OF
 GL1294'A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GL1294'LOGO CAP.
 GL1294'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 GL1294'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0606 ***********************************************************************
 EN0606  DESIGNATION -  P 1489
 EN0606  PID         -  EN0606
 EN0606  STATE/COUNTY-  TX/HALL
 EN0606  USGS QUAD   -  MEMPHIS (1985)
 EN0606
 EN0606                         *CURRENT SURVEY CONTROL
 EN0606  ___________________________________________________________________
 EN0606* NAD 83(1986)-  34 42 58.     (N)    100 31 25.     (W)     SCALED    
 EN0606* NAVD 88     -       612.262  (meters)    2008.73   (feet)  ADJUSTED  
 EN0606  ___________________________________________________________________
 EN0606  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EN0606  DYNAMIC HT  -         611.578 (meters)    2006.49  (feet)  COMP
 EN0606  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 EN0606
 EN0606  VERT ORDER  -  FIRST     CLASS II
 EN0606
 EN0606.The horizontal coordinates were scaled from a topographic map and have
 EN0606.an estimated accuracy of +/- 6 seconds.
 EN0606
 EN0606.The orthometric height was determined by differential leveling
 EN0606.and adjusted by the National Geodetic Survey in June 1991..
 EN0606
 EN0606.The geoid height was determined by GEOID03.
 EN0606
 EN0606.The dynamic height is computed by dividing the NAVD 88
 EN0606.geopotential number by the normal gravity value computed on the
 EN0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0606.degrees latitude (g = 980.6199 gals.).
 EN0606
 EN0606.The modeled gravity was interpolated from observed gravity values.
 EN0606
 EN0606;                    North         East    Units  Estimated Accuracy
 EN0606;SPC TX N     - 1,079,890.      289,440.      MT  (+/- 180 meters Scaled)
 EN0606
 EN0606                          SUPERSEDED SURVEY CONTROL
 EN0606
 EN0606.No superseded survey control is available for this station.
 EN0606
 EN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD604426(NAD 83)
 EN0606_MARKER: I = METAL ROD
 EN0606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0606_SP_SET: STAINLESS STEEL ROD
 EN0606_STAMPING: P 1489 1984
 EN0606_MARK LOGO: NGS   
 EN0606_PROJECTION: FLUSH
 EN0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0606_ROD/PIPE-DEPTH: 7.3  meters
 EN0606
 EN0606  HISTORY     - Date     Condition        Report By
 EN0606  HISTORY     - 1984     MONUMENTED       NGS
 EN0606
 EN0606                          STATION DESCRIPTION
 EN0606
 EN0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0606'1.4 KM (0.85 MI) SE FROM MEMPHIS.
 EN0606'1.4 KM (0.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0606'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 110.1 M (361.2 FT)
 EN0606'NORTHWEST OF THE NORTH CORNER OF A HIGHWAY BRIDGE OVER PARKER CREEK,
 EN0606'15.1 M (49.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND
 EN0606'LANES OF THE HIGHWAY, AND 0.8 M (2.6 FT) NORTHWEST OF A SMALL UTILITY
 EN0606'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0606'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EN0606'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1120 ***********************************************************************
 CS1120  DESIGNATION -  P 149
 CS1120  PID         -  CS1120
 CS1120  STATE/COUNTY-  TX/DALLAS
 CS1120  USGS QUAD   -  GARLAND (1973)
 CS1120
 CS1120                         *CURRENT SURVEY CONTROL
 CS1120  ___________________________________________________________________
 CS1120* NAD 83(1986)-  32 54 59.     (N)    096 37 57.     (W)     SCALED    
 CS1120* NAVD 88     -       163.865  (meters)     537.61   (feet)  ADJUSTED  
 CS1120  ___________________________________________________________________
 CS1120  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CS1120  DYNAMIC HT  -         163.684 (meters)     537.02  (feet)  COMP
 CS1120  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 CS1120
 CS1120  VERT ORDER  -  FIRST     CLASS II
 CS1120
 CS1120.The horizontal coordinates were scaled from a topographic map and have
 CS1120.an estimated accuracy of +/- 6 seconds.
 CS1120
 CS1120.The orthometric height was determined by differential leveling
 CS1120.and adjusted by the National Geodetic Survey in June 1991..
 CS1120.WARNING-Repeat measurements at this control monument indicate possible
 CS1120.vertical movement.
 CS1120
 CS1120.The geoid height was determined by GEOID03.
 CS1120
 CS1120.The dynamic height is computed by dividing the NAVD 88
 CS1120.geopotential number by the normal gravity value computed on the
 CS1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1120.degrees latitude (g = 980.6199 gals.).
 CS1120
 CS1120.The modeled gravity was interpolated from observed gravity values.
 CS1120
 CS1120;                    North         East    Units  Estimated Accuracy
 CS1120;SPC TXNC     - 2,140,130.      774,660.      MT  (+/- 180 meters Scaled)
 CS1120
 CS1120                          SUPERSEDED SURVEY CONTROL
 CS1120
 CS1120  NGVD 29 (??/??/92)  163.902  (m)          537.74   (f) ADJ UNCH    1 2
 CS1120
 CS1120.Superseded values are not recommended for survey control.
 CS1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1120.See file dsdata.txt to determine how the superseded data were derived.
 CS1120
 CS1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB213445(NAD 83)
 CS1120_MARKER: DB = BENCH MARK DISK
 CS1120_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS1120+WITH SETTING: PAVEMENT
 CS1120_SP_SET: SEMAPHORE BASE
 CS1120_STAMPING: P 149 1939
 CS1120_MARK LOGO: CGS   
 CS1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1120+STABILITY: SURFACE MOTION
 CS1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1120+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 CS1120
 CS1120  HISTORY     - Date     Condition        Report By
 CS1120  HISTORY     - 1939     MONUMENTED       CGS
 CS1120  HISTORY     - 1952     GOOD             NGS
 CS1120  HISTORY     - 1986     GOOD             NGS
 CS1120  HISTORY     - 19991120 GOOD             USPSQD
 CS1120  HISTORY     - 20010404 GOOD             JCLS
 CS1120  HISTORY     - 20010414 GOOD             JCLS
 CS1120  HISTORY     - 20020409 GOOD             JCLS
 CS1120
 CS1120                          STATION DESCRIPTION
 CS1120
 CS1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1120'0.3 MI NE FROM GARLAND.
 CS1120'0.3 MILE NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 CS1120'TEXAS FROM THE STATION AT GARLAND, AT THE CROSSING OF THE GULF,
 CS1120'COLORADO AND SANTA FE RAILROAD, 18 FEET SOUTHEAST OF THE SOUTHEAST
 CS1120'RAIL OF THE GULF, COLORADO AND SANTA FE RAILROAD, 6 FEET SOUTH OF THE
 CS1120'SOUTH RAIL OF THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS, SET IN
 CS1120'THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE SEMAPHORE BASE. NOTE--
 CS1120'THE SIGNAL HAS BEEN MOVED, BUT THE BASE IS STILL IN PLACE.
 CS1120
 CS1120                          STATION RECOVERY (1986)
 CS1120
 CS1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1120'RECOVERED IN GOOD CONDITION.
 CS1120
 CS1120                          STATION RECOVERY (1999)
 CS1120
 CS1120'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1120'RECOVERED IN GOOD CONDITION.
 CS1120
 CS1120                          STATION RECOVERY (2001)
 CS1120
 CS1120'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 CS1120'RECOVERED IN GOOD CONDITION.
 CS1120
 CS1120                          STATION RECOVERY (2001)
 CS1120
 CS1120'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 CS1120' 
 CS1120' 
 CS1120
 CS1120                          STATION RECOVERY (2002)
 CS1120
 CS1120'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CS1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1569 ***********************************************************************
 FL1569  DESIGNATION -  P 1490
 FL1569  PID         -  FL1569
 FL1569  STATE/COUNTY-  TX/DONLEY
 FL1569  USGS QUAD   -  ROACH RANCH (1978)
 FL1569
 FL1569                         *CURRENT SURVEY CONTROL
 FL1569  ___________________________________________________________________
 FL1569* NAD 83(1986)-  35 07 18.     (N)    100 53 40.     (W)     SCALED    
 FL1569* NAVD 88     -       936.286  (meters)    3071.80   (feet)  ADJUSTED  
 FL1569  ___________________________________________________________________
 FL1569  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FL1569  DYNAMIC HT  -         935.212 (meters)    3068.27  (feet)  COMP
 FL1569  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 FL1569
 FL1569  VERT ORDER  -  FIRST     CLASS II
 FL1569
 FL1569.The horizontal coordinates were scaled from a topographic map and have
 FL1569.an estimated accuracy of +/- 6 seconds.
 FL1569
 FL1569.The orthometric height was determined by differential leveling
 FL1569.and adjusted by the National Geodetic Survey in June 1991..
 FL1569
 FL1569.The geoid height was determined by GEOID03.
 FL1569
 FL1569.The dynamic height is computed by dividing the NAVD 88
 FL1569.geopotential number by the normal gravity value computed on the
 FL1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1569.degrees latitude (g = 980.6199 gals.).
 FL1569
 FL1569.The modeled gravity was interpolated from observed gravity values.
 FL1569
 FL1569;                    North         East    Units  Estimated Accuracy
 FL1569;SPC TX N     - 1,124,600.      255,190.      MT  (+/- 180 meters Scaled)
 FL1569
 FL1569                          SUPERSEDED SURVEY CONTROL
 FL1569
 FL1569.No superseded survey control is available for this station.
 FL1569
 FL1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD273881(NAD 83)
 FL1569_MARKER: I = METAL ROD
 FL1569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1569_SP_SET: STAINLESS STEEL ROD
 FL1569_STAMPING: P 1490 1984
 FL1569_MARK LOGO: NGS   
 FL1569_PROJECTION: FLUSH
 FL1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1569_ROD/PIPE-DEPTH: 4.0  meters
 FL1569
 FL1569  HISTORY     - Date     Condition        Report By
 FL1569  HISTORY     - 1984     MONUMENTED       NGS
 FL1569
 FL1569                          STATION DESCRIPTION
 FL1569
 FL1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1569'6.9 KM (4.3 MI) SOUTH FROM JERICHO.
 FL1569'6.9 KM (4.3 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1569'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, 20.4 M (66.9 FT) NORTH
 FL1569'OF THE CENTER OF A GATE AND FIELD ENTRANCE, 17.9 M (58.7 FT) EAST OF
 FL1569'THE CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT) WEST OF A UTILITY
 FL1569'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1569'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FL1569'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1579 ***********************************************************************
 FL1579  DESIGNATION -  P 1491
 FL1579  PID         -  FL1579
 FL1579  STATE/COUNTY-  TX/RANDALL
 FL1579  USGS QUAD   -  THE PALISADES (1973)
 FL1579
 FL1579                         *CURRENT SURVEY CONTROL
 FL1579  ___________________________________________________________________
 FL1579* NAD 83(1986)-  35 05 13.     (N)    101 52 16.     (W)     SCALED    
 FL1579* NAVD 88     -      1110.246  (meters)    3642.53   (feet)  ADJUSTED  
 FL1579  ___________________________________________________________________
 FL1579  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FL1579  DYNAMIC HT  -        1108.912 (meters)    3638.16  (feet)  COMP
 FL1579  MODELED GRAV-     979,394.5   (mgal)                       NAVD 88
 FL1579
 FL1579  VERT ORDER  -  FIRST     CLASS II
 FL1579
 FL1579.The horizontal coordinates were scaled from a topographic map and have
 FL1579.an estimated accuracy of +/- 6 seconds.
 FL1579
 FL1579.The orthometric height was determined by differential leveling
 FL1579.and adjusted by the National Geodetic Survey in June 1991..
 FL1579
 FL1579.The geoid height was determined by GEOID03.
 FL1579
 FL1579.The dynamic height is computed by dividing the NAVD 88
 FL1579.geopotential number by the normal gravity value computed on the
 FL1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1579.degrees latitude (g = 980.6199 gals.).
 FL1579
 FL1579.The modeled gravity was interpolated from observed gravity values.
 FL1579
 FL1579;                    North         East    Units  Estimated Accuracy
 FL1579;SPC TX N     - 1,120,650.      166,160.      MT  (+/- 180 meters Scaled)
 FL1579
 FL1579                          SUPERSEDED SURVEY CONTROL
 FL1579
 FL1579.No superseded survey control is available for this station.
 FL1579
 FL1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD382864(NAD 83)
 FL1579_MARKER: I = METAL ROD
 FL1579_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1579_SP_SET: STAINLESS STEEL ROD
 FL1579_STAMPING: P 1491 1984
 FL1579_MARK LOGO: NGS   
 FL1579_PROJECTION: FLUSH
 FL1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1579_ROD/PIPE-DEPTH: 10.7 meters
 FL1579
 FL1579  HISTORY     - Date     Condition        Report By
 FL1579  HISTORY     - 1984     MONUMENTED       NGS
 FL1579  HISTORY     - 20060710 POOR             GEOCAC
 FL1579
 FL1579                          STATION DESCRIPTION
 FL1579
 FL1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1579'14.0 KM (8.7 MI) SW FROM AMARILLO.
 FL1579'14.0 KM (8.7 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FL1579'RAILROAD FROM THE STATION IN AMARILLO, OR 13.8 KM (8.55 MI)
 FL1579'NORTHEASTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 FL1579'STATION IN CANYON, 0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST 562,
 FL1579'59.4 METERS (194.9 FT) NORTH OF A DIRT ROAD, 16.4 METERS (53.8 FT)
 FL1579'WEST OF THE NEAR RAIL, 9.4 METERS (30.8 FT) EAST OF A FENCE, AND
 FL1579'1.2 METERS (3.9 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 FL1579'POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1579'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FL1579'THE MARK IS 0.6 M BELOW THE RAILROAD.
 FL1579
 FL1579                          STATION RECOVERY (2006)
 FL1579
 FL1579'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 FL1579'HINGES BROKE.  ACCESS COVER WAS FOUND MISSING, LOCATED COVER 25 FEET
 FL1579'AWAY. REPLACED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0823 ***********************************************************************
 FM0823  DESIGNATION -  P 1492
 FM0823  PID         -  FM0823
 FM0823  STATE/COUNTY-  TX/OLDHAM
 FM0823  USGS QUAD   -  ADY (1966)
 FM0823
 FM0823                         *CURRENT SURVEY CONTROL
 FM0823  ___________________________________________________________________
 FM0823* NAD 83(1986)-  35 28 43.     (N)    102 11 05.     (W)     SCALED    
 FM0823* NAVD 88     -      1008.106  (meters)    3307.43   (feet)  ADJUSTED  
 FM0823  ___________________________________________________________________
 FM0823  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FM0823  DYNAMIC HT  -        1006.931 (meters)    3303.57  (feet)  COMP
 FM0823  MODELED GRAV-     979,434.5   (mgal)                       NAVD 88
 FM0823
 FM0823  VERT ORDER  -  FIRST     CLASS II
 FM0823
 FM0823.The horizontal coordinates were scaled from a topographic map and have
 FM0823.an estimated accuracy of +/- 6 seconds.
 FM0823
 FM0823.The orthometric height was determined by differential leveling
 FM0823.and adjusted by the National Geodetic Survey in June 1991..
 FM0823
 FM0823.The geoid height was determined by GEOID03.
 FM0823
 FM0823.The dynamic height is computed by dividing the NAVD 88
 FM0823.geopotential number by the normal gravity value computed on the
 FM0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0823.degrees latitude (g = 980.6199 gals.).
 FM0823
 FM0823.The modeled gravity was interpolated from observed gravity values.
 FM0823
 FM0823;                    North         East    Units  Estimated Accuracy
 FM0823;SPC TX N     - 1,164,250.      137,870.      MT  (+/- 180 meters Scaled)
 FM0823
 FM0823                          SUPERSEDED SURVEY CONTROL
 FM0823
 FM0823.No superseded survey control is available for this station.
 FM0823
 FM0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV554297(NAD 83)
 FM0823_MARKER: I = METAL ROD
 FM0823_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FM0823+WITH SETTING: INFORMATION.
 FM0823_SP_SET: SHALLOW-SET METAL ROD
 FM0823_STAMPING: P 1492 1985
 FM0823_MARK LOGO: NGS   
 FM0823_PROJECTION: FLUSH
 FM0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0823_ROD/PIPE-DEPTH: 2.4  meters
 FM0823
 FM0823  HISTORY     - Date     Condition        Report By
 FM0823  HISTORY     - 1985     MONUMENTED       NGS
 FM0823
 FM0823                          STATION DESCRIPTION
 FM0823
 FM0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0823'46.7 KM (29.0 MI) NW FROM AMARILLO.
 FM0823'46.7 KM (29.0 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0823'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 27.0 M (88.6 FT) NORTHEAST
 FM0823'OF TH CENTERLINE OF THE ROAD, AND 7.6 M (24.9 FT) NORTH OF THE
 FM0823'NORTHEAS END OF A CUT. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FM0823'5-INCH LOGO CAP.
 FM0823'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0823'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0833 ***********************************************************************
 FM0833  DESIGNATION -  P 1493
 FM0833  PID         -  FM0833
 FM0833  STATE/COUNTY-  TX/OLDHAM
 FM0833  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0833
 FM0833                         *CURRENT SURVEY CONTROL
 FM0833  ___________________________________________________________________
 FM0833* NAD 83(1986)-  35 34 45.     (N)    102 17 00.     (W)     SCALED    
 FM0833* NAVD 88     -      1051.134  (meters)    3448.60   (feet)  ADJUSTED  
 FM0833  ___________________________________________________________________
 FM0833  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FM0833  DYNAMIC HT  -        1049.910 (meters)    3444.58  (feet)  COMP
 FM0833  MODELED GRAV-     979,433.4   (mgal)                       NAVD 88
 FM0833
 FM0833  VERT ORDER  -  FIRST     CLASS II
 FM0833
 FM0833.The horizontal coordinates were scaled from a topographic map and have
 FM0833.an estimated accuracy of +/- 6 seconds.
 FM0833
 FM0833.The orthometric height was determined by differential leveling
 FM0833.and adjusted by the National Geodetic Survey in June 1991..
 FM0833
 FM0833.The geoid height was determined by GEOID03.
 FM0833
 FM0833.The dynamic height is computed by dividing the NAVD 88
 FM0833.geopotential number by the normal gravity value computed on the
 FM0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0833.degrees latitude (g = 980.6199 gals.).
 FM0833
 FM0833.The modeled gravity was interpolated from observed gravity values.
 FM0833
 FM0833;                    North         East    Units  Estimated Accuracy
 FM0833;SPC TX N     - 1,175,470.      129,010.      MT  (+/- 180 meters Scaled)
 FM0833
 FM0833                          SUPERSEDED SURVEY CONTROL
 FM0833
 FM0833.No superseded survey control is available for this station.
 FM0833
 FM0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV461406(NAD 83)
 FM0833_MARKER: I = METAL ROD
 FM0833_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0833_SP_SET: STAINLESS STEEL ROD
 FM0833_STAMPING: P 1493 1985
 FM0833_MARK LOGO: NGS   
 FM0833_PROJECTION: FLUSH
 FM0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0833_ROD/PIPE-DEPTH: 6.7  meters
 FM0833
 FM0833  HISTORY     - Date     Condition        Report By
 FM0833  HISTORY     - 1985     MONUMENTED       NGS
 FM0833
 FM0833                          STATION DESCRIPTION
 FM0833
 FM0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0833'60.2 KM (37.4 MI) SOUTH FROM DALHART.
 FM0833'60.2 KM (37.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0833'WITH U.S. HIGHWAY 54 IN DALHART, 27.5 M (90.2 FT) SOUTHWEST OF THE
 FM0833'CENTER OF THE HIGHWAY, 11.9 M (30.0 FT) EAST-SOUTHEAST OF THE CENTER
 FM0833'OF A DIRT ROAD, AND 5.3 M (17.4 FT) SOUTHWEST OF A FENCE CORNER.
 FM0833'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0833'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 FM0833'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0841 ***********************************************************************
 FM0841  DESIGNATION -  P 1494
 FM0841  PID         -  FM0841
 FM0841  STATE/COUNTY-  TX/HARTLEY
 FM0841  USGS QUAD   -  CHANNING (1971)
 FM0841
 FM0841                         *CURRENT SURVEY CONTROL
 FM0841  ___________________________________________________________________
 FM0841* NAD 83(1986)-  35 41 53.     (N)    102 19 38.     (W)     SCALED    
 FM0841* NAVD 88     -      1169.940  (meters)    3838.38   (feet)  ADJUSTED  
 FM0841  ___________________________________________________________________
 FM0841  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0841  DYNAMIC HT  -        1168.556 (meters)    3833.84  (feet)  COMP
 FM0841  MODELED GRAV-     979,410.3   (mgal)                       NAVD 88
 FM0841
 FM0841  VERT ORDER  -  FIRST     CLASS II
 FM0841
 FM0841.The horizontal coordinates were scaled from a topographic map and have
 FM0841.an estimated accuracy of +/- 6 seconds.
 FM0841
 FM0841.The orthometric height was determined by differential leveling
 FM0841.and adjusted by the National Geodetic Survey in June 1991..
 FM0841
 FM0841.The geoid height was determined by GEOID03.
 FM0841
 FM0841.The dynamic height is computed by dividing the NAVD 88
 FM0841.geopotential number by the normal gravity value computed on the
 FM0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0841.degrees latitude (g = 980.6199 gals.).
 FM0841
 FM0841.The modeled gravity was interpolated from observed gravity values.
 FM0841
 FM0841;                    North         East    Units  Estimated Accuracy
 FM0841;SPC TX N     - 1,188,690.      125,140.      MT  (+/- 180 meters Scaled)
 FM0841
 FM0841                          SUPERSEDED SURVEY CONTROL
 FM0841
 FM0841.No superseded survey control is available for this station.
 FM0841
 FM0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV418537(NAD 83)
 FM0841_MARKER: I = METAL ROD
 FM0841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0841_SP_SET: STAINLESS STEEL ROD
 FM0841_STAMPING: P 1494 1985
 FM0841_MARK LOGO: NGS   
 FM0841_PROJECTION: FLUSH
 FM0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0841_ROD/PIPE-DEPTH: 7.3  meters
 FM0841
 FM0841  HISTORY     - Date     Condition        Report By
 FM0841  HISTORY     - 1985     MONUMENTED       NGS
 FM0841
 FM0841                          STATION DESCRIPTION
 FM0841
 FM0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0841'45.4 KM (28.2 MI) SOUTH FROM DALHART.
 FM0841'45.4 KM (28.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0841'WITH U.S. HIGHWAT 54 IN DALHART, 0.2 KM (0.1 MI) NORTH OF RAILROAD
 FM0841'MILEPOST 389, 15.1 M (49.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FM0841'4.1 M (13.5 FT) SOUTH OF A FENCE CORNER, AND 3.2 M (10.5 FT) NORTH OF
 FM0841'A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 FM0841'LOGO CAP.
 FM0841'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FM0841'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2531 ***********************************************************************
 CS2531  DESIGNATION -  P 1495
 CS2531  PID         -  CS2531
 CS2531  STATE/COUNTY-  TX/DALLAS
 CS2531  USGS QUAD   -  DALLAS (1981)
 CS2531
 CS2531                         *CURRENT SURVEY CONTROL
 CS2531  ___________________________________________________________________
 CS2531* NAD 83(1986)-  32 50 36.     (N)    096 45 11.     (W)     SCALED    
 CS2531* NAVD 88     -       169.954  (meters)     557.59   (feet)  ADJUSTED  
 CS2531  ___________________________________________________________________
 CS2531  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CS2531  DYNAMIC HT  -         169.762 (meters)     556.96  (feet)  COMP
 CS2531  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 CS2531
 CS2531  VERT ORDER  -  FIRST     CLASS II
 CS2531
 CS2531.The horizontal coordinates were scaled from a topographic map and have
 CS2531.an estimated accuracy of +/- 6 seconds.
 CS2531
 CS2531.The orthometric height was determined by differential leveling
 CS2531.and adjusted by the National Geodetic Survey in June 1991..
 CS2531
 CS2531.The geoid height was determined by GEOID03.
 CS2531
 CS2531.The dynamic height is computed by dividing the NAVD 88
 CS2531.geopotential number by the normal gravity value computed on the
 CS2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2531.degrees latitude (g = 980.6199 gals.).
 CS2531
 CS2531.The modeled gravity was interpolated from observed gravity values.
 CS2531
 CS2531;                    North         East    Units  Estimated Accuracy
 CS2531;SPC TXNC     - 2,131,840.      763,520.      MT  (+/- 180 meters Scaled)
 CS2531
 CS2531                          SUPERSEDED SURVEY CONTROL
 CS2531
 CS2531.No superseded survey control is available for this station.
 CS2531
 CS2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB102361(NAD 83)
 CS2531_MARKER: DB = BENCH MARK DISK
 CS2531_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2531_SP_SET: BRIDGE ABUTMENT
 CS2531_STAMPING: P 1495 1986
 CS2531_MARK LOGO: NGS   
 CS2531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2531+STABILITY: POSITION/ELEVATION WELL
 CS2531
 CS2531  HISTORY     - Date     Condition        Report By
 CS2531  HISTORY     - 1986     MONUMENTED       NGS
 CS2531  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS2531
 CS2531                          STATION DESCRIPTION
 CS2531
 CS2531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2531'IN DALLAS.
 CS2531'IN DALLAS, AT THE INTERSECTION OF THE MISSOURI KANSAS TEXAS RAILROAD
 CS2531'AND ABRAMS ROAD, IN TOP OF AND 0.4 M (1.3 FT) NORTH OF THE SOUTH END
 CS2531'OF THE WEST CONCRETE ABUTENT OF THE RAILROAD OVERPASS OF THE ROAD,
 CS2531'7.8 M (25.6 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF THE
 CS2531'ROAD, AND 1.3 M (4.3 FT) SOUTH OF THE NEAR RAIL.
 CS2531'THE MARK IS 0.2 M BELOW THE TRACKS.
 CS2531
 CS2531                          STATION RECOVERY (2000)
 CS2531
 CS2531'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2542 ***********************************************************************
 CS2542  DESIGNATION -  P 1496
 CS2542  PID         -  CS2542
 CS2542  STATE/COUNTY-  TX/DALLAS
 CS2542  USGS QUAD   -  DALLAS (1981)
 CS2542
 CS2542                         *CURRENT SURVEY CONTROL
 CS2542  ___________________________________________________________________
 CS2542* NAD 83(1986)-  32 45 18.     (N)    096 52 12.     (W)     SCALED    
 CS2542* NAVD 88     -       176.266  (meters)     578.30   (feet)  ADJUSTED  
 CS2542  ___________________________________________________________________
 CS2542  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CS2542  DYNAMIC HT  -         176.063 (meters)     577.63  (feet)  COMP
 CS2542  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 CS2542
 CS2542  VERT ORDER  -  FIRST     CLASS II
 CS2542
 CS2542.The horizontal coordinates were scaled from a topographic map and have
 CS2542.an estimated accuracy of +/- 6 seconds.
 CS2542
 CS2542.The orthometric height was determined by differential leveling
 CS2542.and adjusted by the National Geodetic Survey in June 1991..
 CS2542
 CS2542.The geoid height was determined by GEOID03.
 CS2542
 CS2542.The dynamic height is computed by dividing the NAVD 88
 CS2542.geopotential number by the normal gravity value computed on the
 CS2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2542.degrees latitude (g = 980.6199 gals.).
 CS2542
 CS2542.The modeled gravity was interpolated from observed gravity values.
 CS2542
 CS2542;                    North         East    Units  Estimated Accuracy
 CS2542;SPC TXNC     - 2,121,870.      752,730.      MT  (+/- 180 meters Scaled)
 CS2542
 CS2542                          SUPERSEDED SURVEY CONTROL
 CS2542
 CS2542.No superseded survey control is available for this station.
 CS2542
 CS2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB995261(NAD 83)
 CS2542_MARKER: I = METAL ROD
 CS2542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2542_SP_SET: STAINLESS STEEL ROD
 CS2542_STAMPING: P 1496 1986
 CS2542_MARK LOGO: NGS   
 CS2542_PROJECTION: RECESSED 1 CENTIMETERS
 CS2542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2542_ROD/PIPE-DEPTH: 4.6  meters
 CS2542
 CS2542  HISTORY     - Date     Condition        Report By
 CS2542  HISTORY     - 1986     MONUMENTED       NGS
 CS2542  HISTORY     - 20030423 POOR             INDIV
 CS2542
 CS2542                          STATION DESCRIPTION
 CS2542
 CS2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2542'IN DALLAS.
 CS2542'IN DALLAS, AT THE INTERSECTION OF FORT WORTH AVENUE AND RAVINIA DRIVE,
 CS2542'51.8 M (170.0 FT) SOUTH OF THE CENTER OF THE NORTHEAST BOUND LANES OF
 CS2542'THE AVENUE, 24.8 M (81.4 FT) NORTH OF THE CENTER OF BREEZE STREET, 4.6
 CS2542'M (15.1 FT) EAST OF THE CENTER OF THE DRIVE, AND 0.9 M (3.0 FT) SOUTH
 CS2542'OF UTILITY POLE NUMBER 25-41.  NOTE--ACCESS TO DATUM POINT IS HAD
 CS2542'THROUGH A 5-INCH LOGO CAP.
 CS2542'THE MARK IS 0.2 M ABOVE THE DRIVE.
 CS2542
 CS2542                          STATION RECOVERY (2003)
 CS2542
 CS2542'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 CS2542'MARK AND COVER HAVE BEEN DISTRUBED, ELEVATION WAS NOT VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1006 ***********************************************************************
 DN1006  DESIGNATION -  P 1497
 DN1006  PID         -  DN1006
 DN1006  STATE/COUNTY-  TX/HUNT
 DN1006  USGS QUAD   -  CELESTE (1964)
 DN1006
 DN1006                         *CURRENT SURVEY CONTROL
 DN1006  ___________________________________________________________________
 DN1006* NAD 83(1986)-  33 16 22.     (N)    096 11 12.     (W)     SCALED    
 DN1006* NAVD 88     -       198.209  (meters)     650.29   (feet)  ADJUSTED  
 DN1006  ___________________________________________________________________
 DN1006  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN1006  DYNAMIC HT  -         197.996 (meters)     649.59  (feet)  COMP
 DN1006  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 DN1006
 DN1006  VERT ORDER  -  FIRST     CLASS II
 DN1006
 DN1006.The horizontal coordinates were scaled from a topographic map and have
 DN1006.an estimated accuracy of +/- 6 seconds.
 DN1006
 DN1006.The orthometric height was determined by differential leveling
 DN1006.and adjusted by the National Geodetic Survey in June 1991..
 DN1006
 DN1006.The geoid height was determined by GEOID03.
 DN1006
 DN1006.The dynamic height is computed by dividing the NAVD 88
 DN1006.geopotential number by the normal gravity value computed on the
 DN1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1006.degrees latitude (g = 980.6199 gals.).
 DN1006
 DN1006.The modeled gravity was interpolated from observed gravity values.
 DN1006
 DN1006;                    North         East    Units  Estimated Accuracy
 DN1006;SPC TXNC     - 2,180,480.      815,480.      MT  (+/- 180 meters Scaled)
 DN1006
 DN1006                          SUPERSEDED SURVEY CONTROL
 DN1006
 DN1006.No superseded survey control is available for this station.
 DN1006
 DN1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB620850(NAD 83)
 DN1006_MARKER: I = METAL ROD
 DN1006_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1006_SP_SET: STAINLESS STEEL ROD
 DN1006_STAMPING: P 1497 1986
 DN1006_MARK LOGO: NGS   
 DN1006_PROJECTION: FLUSH
 DN1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1006_ROD/PIPE-DEPTH: 6.7  meters
 DN1006
 DN1006  HISTORY     - Date     Condition        Report By
 DN1006  HISTORY     - 1986     MONUMENTED       NGS
 DN1006  HISTORY     - 19940416 GOOD             USPSQD
 DN1006
 DN1006                          STATION DESCRIPTION
 DN1006
 DN1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1006'17.6 KM (10.95 MI) NW FROM GREENVILLE.
 DN1006'17.6 KM (10.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE
 DN1006'COURTHOUSE IN GREENVILLE, 42.4 M (139.1 FT) NORTH OF THE CENTER OF A
 DN1006'DRIVEWAY, 15.5 M (50.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.3
 DN1006'M (30.5 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, AND 0.8 M (2.6
 DN1006'FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN1006'THROUGH A 5-INCH LOGO CAP.
 DN1006'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DN1006'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DN1006
 DN1006                          STATION RECOVERY (1994)
 DN1006
 DN1006'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2516 ***********************************************************************
 CS2516  DESIGNATION -  P 1498
 CS2516  PID         -  CS2516
 CS2516  STATE/COUNTY-  TX/ROCKWALL
 CS2516  USGS QUAD   -  ROCKWALL (1973)
 CS2516
 CS2516                         *CURRENT SURVEY CONTROL
 CS2516  ___________________________________________________________________
 CS2516* NAD 83(1986)-  32 53 49.     (N)    096 28 12.     (W)     SCALED    
 CS2516* NAVD 88     -       166.054  (meters)     544.80   (feet)  ADJUSTED  
 CS2516  ___________________________________________________________________
 CS2516  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS2516  DYNAMIC HT  -         165.873 (meters)     544.20  (feet)  COMP
 CS2516  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 CS2516
 CS2516  VERT ORDER  -  FIRST     CLASS II
 CS2516
 CS2516.The horizontal coordinates were scaled from a topographic map and have
 CS2516.an estimated accuracy of +/- 6 seconds.
 CS2516
 CS2516.The orthometric height was determined by differential leveling
 CS2516.and adjusted by the National Geodetic Survey in June 1991..
 CS2516
 CS2516.The geoid height was determined by GEOID03.
 CS2516
 CS2516.The dynamic height is computed by dividing the NAVD 88
 CS2516.geopotential number by the normal gravity value computed on the
 CS2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2516.degrees latitude (g = 980.6199 gals.).
 CS2516
 CS2516.The modeled gravity was interpolated from observed gravity values.
 CS2516
 CS2516;                    North         East    Units  Estimated Accuracy
 CS2516;SPC TXNC     - 2,138,260.      789,900.      MT  (+/- 180 meters Scaled)
 CS2516
 CS2516                          SUPERSEDED SURVEY CONTROL
 CS2516
 CS2516.No superseded survey control is available for this station.
 CS2516
 CS2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB366427(NAD 83)
 CS2516_MARKER: DB = BENCH MARK DISK
 CS2516_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2516_SP_SET: PIER
 CS2516_STAMPING: P 1498 1986
 CS2516_MARK LOGO: NGS   
 CS2516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2516+STABILITY: POSITION/ELEVATION WELL
 CS2516
 CS2516  HISTORY     - Date     Condition        Report By
 CS2516  HISTORY     - 1986     MONUMENTED       NGS
 CS2516
 CS2516                          STATION DESCRIPTION
 CS2516
 CS2516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2516'5.0 KM (3.1 MI) SW FROM ROCKWALL.
 CS2516'2.7 KM (1.7 MI) SOUTHERLY ALONG STATE HIGHWAY 205 FROM ITS JUNCTION
 CS2516'WITH STATE HIGHWAY 66 IN ROCKWALL, THENCE 2.3 KM (1.45 MI)
 CS2516'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 30, SET VERTICALLY IN THE NORTH
 CS2516'FACE OF THE MOST NORTHERLY 1 OF 3 COLUMNS OF THE FIRST PIER EAST OF
 CS2516'THE WEST ABUTMENT OF THE SOUTHWEST BOUND HIGHWAY OVERPASS OF FARM ROAD
 CS2516'740 (EXIT 67), AND 6.3 M (20.7 FT) WEST OF THE CENTER OF THE FARM
 CS2516'ROAD.
 CS2516'THE MARK IS 1.4 M ABOVE THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5446 ***********************************************************************
 AW5446  DESIGNATION -  P 1499
 AW5446  PID         -  AW5446
 AW5446  STATE/COUNTY-  TX/HARRIS
 AW5446  USGS QUAD   -  ADDICKS (1995)
 AW5446
 AW5446                         *CURRENT SURVEY CONTROL
 AW5446  ___________________________________________________________________
 AW5446* NAD 83(1986)-  29 47 53.     (N)    095 38 42.     (W)     SCALED    
 AW5446* NAVD 88     -        26.868  (meters)      88.15   (feet)  ADJUSTED  
 AW5446  ___________________________________________________________________
 AW5446  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW5446  DYNAMIC HT  -          26.832 (meters)      88.03  (feet)  COMP
 AW5446  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 AW5446
 AW5446  VERT ORDER  -  FIRST     CLASS II
 AW5446
 AW5446.The horizontal coordinates were scaled from a topographic map and have
 AW5446.an estimated accuracy of +/- 6 seconds.
 AW5446
 AW5446.The orthometric height was determined by differential leveling
 AW5446.and adjusted by the National Geodetic Survey in June 1991..
 AW5446
 AW5446.The geoid height was determined by GEOID03.
 AW5446
 AW5446.The dynamic height is computed by dividing the NAVD 88
 AW5446.geopotential number by the normal gravity value computed on the
 AW5446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5446.degrees latitude (g = 980.6199 gals.).
 AW5446
 AW5446.The modeled gravity was interpolated from observed gravity values.
 AW5446
 AW5446;                    North         East    Units  Estimated Accuracy
 AW5446;SPC TXSC     - 4,222,400.      924,290.      MT  (+/- 180 meters Scaled)
 AW5446
 AW5446                          SUPERSEDED SURVEY CONTROL
 AW5446
 AW5446  NGVD 29 (12/23/87)   26.861  (m)           88.13   (f) ADJUSTED    1 2
 AW5446
 AW5446.Superseded values are not recommended for survey control.
 AW5446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5446.See file dsdata.txt to determine how the superseded data were derived.
 AW5446
 AW5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN443993(NAD 83)
 AW5446_MARKER: I = METAL ROD
 AW5446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5446_SP_SET: STAINLESS STEEL ROD
 AW5446_STAMPING: P 1499 1986
 AW5446_MARK LOGO: NGS   
 AW5446_PROJECTION: FLUSH
 AW5446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5446+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AW5446_ROD/PIPE-DEPTH: 9.5  meters
 AW5446
 AW5446  HISTORY     - Date     Condition        Report By
 AW5446  HISTORY     - 1986     MONUMENTED       NGS
 AW5446  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW5446  HISTORY     - 20040714 GOOD             USPSQD
 AW5446
 AW5446                          STATION DESCRIPTION
 AW5446
 AW5446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5446'1.4 KM (0.85 MI) NORTH FROM ADDICKS.
 AW5446'1.4 KM (0.85 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5446'WITH U.S. HIGHWAY 90 IN ADDICKS, 93.3 M (306.1 FT) NORTH OF THE NORTH
 AW5446'END OF A CONCRETE GUARD RAIL, AND 15.2 M (49.9 FT) EAST OF THE
 AW5446'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO
 AW5446'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5446'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 AW5446'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 AW5446
 AW5446                          STATION RECOVERY (1995)
 AW5446
 AW5446'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5446'MARK NOT FOUND.
 AW5446
 AW5446                          STATION RECOVERY (2004)
 AW5446
 AW5446'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5446'IT IS 14 INCHES BELOW THE LEVEL OF THE GRASS.  LOCAL SURVAYORS ARE
 AW5446'USING IT AND HAVE IT MARKED WITH ORANGE TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0223 ***********************************************************************
 CC0223  DESIGNATION -  P 15
 CC0223  PID         -  CC0223
 CC0223  STATE/COUNTY-  TX/WARD
 CC0223  USGS QUAD   -  MONAHANS SE (1968)
 CC0223
 CC0223                         *CURRENT SURVEY CONTROL
 CC0223  ___________________________________________________________________
 CC0223* NAD 83(1986)-  31 36 30.     (N)    102 50 36.     (W)     SCALED    
 CC0223* NAVD 88     -       814.839  (meters)    2673.35   (feet)  ADJUSTED  
 CC0223  ___________________________________________________________________
 CC0223  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CC0223  DYNAMIC HT  -         813.712 (meters)    2669.65  (feet)  COMP
 CC0223  MODELED GRAV-     979,228.7   (mgal)                       NAVD 88
 CC0223
 CC0223  VERT ORDER  -  FIRST     CLASS II
 CC0223
 CC0223.The horizontal coordinates were scaled from a topographic map and have
 CC0223.an estimated accuracy of +/- 6 seconds.
 CC0223
 CC0223.The orthometric height was determined by differential leveling
 CC0223.and adjusted by the National Geodetic Survey in June 1991..
 CC0223
 CC0223.The geoid height was determined by GEOID03.
 CC0223
 CC0223.The dynamic height is computed by dividing the NAVD 88
 CC0223.geopotential number by the normal gravity value computed on the
 CC0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0223.degrees latitude (g = 980.6199 gals.).
 CC0223
 CC0223.The modeled gravity was interpolated from observed gravity values.
 CC0223
 CC0223;                    North         East    Units  Estimated Accuracy
 CC0223;SPC TX C     - 3,217,940.      461,860.      MT  (+/- 180 meters Scaled)
 CC0223
 CC0223                          SUPERSEDED SURVEY CONTROL
 CC0223
 CC0223  NGVD 29 (??/??/92)  814.511  (m)         2672.27   (f) ADJ UNCH    1 2
 CC0223
 CC0223.Superseded values are not recommended for survey control.
 CC0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0223.See file dsdata.txt to determine how the superseded data were derived.
 CC0223
 CC0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ045990(NAD 83)
 CC0223_MARKER: P = PIPE CAP
 CC0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0223_STAMPING: P 15 ELEV 2672.289 FT
 CC0223_MARK LOGO: CGS   
 CC0223_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0223
 CC0223  HISTORY     - Date     Condition        Report By
 CC0223  HISTORY     - UNK      MONUMENTED       CGS
 CC0223  HISTORY     - 1956     GOOD             NGS
 CC0223  HISTORY     - 1982     GOOD             NGS
 CC0223  HISTORY     - 20010202 GOOD             USPSQD
 CC0223
 CC0223                          STATION DESCRIPTION
 CC0223
 CC0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0223'3.1 MI NE FROM MONAHANS.
 CC0223'3.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0223'STATION AT MONAHANS, 35.6 FEET SOUTHWEST OF THE 11TH POLE SOUTHWEST OF
 CC0223'MILEPOST 606, IN LINE WITH A ROW OF TELEPHONE POLES, 42 FEET SOUTHEAST
 CC0223'OF THE SOUTHEAST RAIL, 2 FEET NORTHEAST OF A WITNESS POST, SCREWED ON
 CC0223'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 CC0223'GROUND.
 CC0223
 CC0223                          STATION RECOVERY (1982)
 CC0223
 CC0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0223'4.8 KM (3.0 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0223'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 29.9 METERS (98.1
 CC0223'FT) NORTH-NORTHWEST OF THE CENTER OF A PAVED ROAD, 30.0 METERS (98.4
 CC0223'FT) SOUTH-SOUTHWEST OF A UTILITY POLE AND 12.8 METERS (42.0 FT)
 CC0223'SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0223'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CC0223'THE MARK IS 1.0 M BELOW THE TRACKS.
 CC0223
 CC0223                          STATION RECOVERY (2001)
 CC0223
 CC0223'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0563 ***********************************************************************
 CS0563  DESIGNATION -  P 150
 CS0563  PID         -  CS0563
 CS0563  STATE/COUNTY-  TX/NAVARRO
 CS0563  USGS QUAD   -  CORSICANA (1978)
 CS0563
 CS0563                         *CURRENT SURVEY CONTROL
 CS0563  ___________________________________________________________________
 CS0563* NAD 83(1986)-  32 07 16.     (N)    096 28 12.     (W)     SCALED    
 CS0563* NAVD 88     -       136.921  (meters)     449.21   (feet)  ADJUSTED  
 CS0563  ___________________________________________________________________
 CS0563  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0563  DYNAMIC HT  -         136.761 (meters)     448.69  (feet)  COMP
 CS0563  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 CS0563
 CS0563  VERT ORDER  -  SECOND    CLASS 0
 CS0563
 CS0563.The horizontal coordinates were scaled from a topographic map and have
 CS0563.an estimated accuracy of +/- 6 seconds.
 CS0563
 CS0563.The orthometric height was determined by differential leveling
 CS0563.and adjusted by the National Geodetic Survey in June 1991..
 CS0563
 CS0563.The geoid height was determined by GEOID03.
 CS0563
 CS0563.The dynamic height is computed by dividing the NAVD 88
 CS0563.geopotential number by the normal gravity value computed on the
 CS0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0563.degrees latitude (g = 980.6199 gals.).
 CS0563
 CS0563.The modeled gravity was interpolated from observed gravity values.
 CS0563
 CS0563;                    North         East    Units  Estimated Accuracy
 CS0563;SPC TXNC     - 2,052,250.      791,560.      MT  (+/- 180 meters Scaled)
 CS0563
 CS0563                          SUPERSEDED SURVEY CONTROL
 CS0563
 CS0563  NGVD 29 (??/??/92)  136.94   (m)          449.3    (f) COMPUTED    2 0
 CS0563
 CS0563.Superseded values are not recommended for survey control.
 CS0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0563.See file dsdata.txt to determine how the superseded data were derived.
 CS0563
 CS0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA386566(NAD 83)
 CS0563_MARKER: DB = BENCH MARK DISK
 CS0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0563_STAMPING: P 150 1933
 CS0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0563+STABILITY: SURFACE MOTION
 CS0563
 CS0563  HISTORY     - Date     Condition        Report By
 CS0563  HISTORY     - 1933     MONUMENTED       CGS
 CS0563  HISTORY     - 1956     GOOD             TXHD
 CS0563
 CS0563                          STATION DESCRIPTION
 CS0563
 CS0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0563'2.1 MI N FROM CORSICANA.
 CS0563'2.1 MILES NORTH OF, ALONG TEXAS AND NEW ORLEANS RR.  ABOUT 0.4 MILES
 CS0563'NORTH OF MILEPOST 212.  170 FEET NORTH OF CONCRETE HIGHWAY OVERPASS
 CS0563'CROSSING RAILROAD TRACKS.  ABOUT 55 FEET SOUTHWEST OF SOUTHWEST
 CS0563'PROPERTY CORNER OF C.A. WHITE 12 ACRE FARM.  30 FEET EAST OF TRACK
 CS0563'CENTER LINE.  4 FEET EAST OF TELEGRAPH POST.  TABLET SET IN TOP OF
 CS0563'CONCRETE POST.
 CS0563
 CS0563                          STATION RECOVERY (1956)
 CS0563
 CS0563'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1956
 CS0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0564 ***********************************************************************
 CS0564  DESIGNATION -  P 150 RESET 1956
 CS0564  PID         -  CS0564
 CS0564  STATE/COUNTY-  TX/NAVARRO
 CS0564  USGS QUAD   -  CORSICANA (1978)
 CS0564
 CS0564                         *CURRENT SURVEY CONTROL
 CS0564  ___________________________________________________________________
 CS0564* NAD 83(1986)-  32 07 16.     (N)    096 28 12.     (W)     SCALED    
 CS0564* NAVD 88     -       136.41   (+/-2cm)     447.5    (feet)  VERTCON   
 CS0564  ___________________________________________________________________
 CS0564  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0564
 CS0564  VERT ORDER  -  THIRD (See Below)
 CS0564
 CS0564.The horizontal coordinates were scaled from a topographic map and have
 CS0564.an estimated accuracy of +/- 6 seconds.
 CS0564
 CS0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0564.The vertical order pertains to the NGVD 29 superseded value.
 CS0564
 CS0564.The geoid height was determined by GEOID03.
 CS0564
 CS0564;                    North         East    Units  Estimated Accuracy
 CS0564;SPC TXNC     - 2,052,250.      791,560.      MT  (+/- 180 meters Scaled)
 CS0564
 CS0564                          SUPERSEDED SURVEY CONTROL
 CS0564
 CS0564  NGVD 29 (??/??/??)  136.41   (m)          447.5    (f) RESET       3  
 CS0564
 CS0564.Superseded values are not recommended for survey control.
 CS0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0564.See file dsdata.txt to determine how the superseded data were derived.
 CS0564
 CS0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA386566(NAD 83)
 CS0564_MARKER: DB = BENCH MARK DISK
 CS0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0564_STAMPING: P 150 RESET 1956
 CS0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0564+STABILITY: SURFACE MOTION
 CS0564
 CS0564  HISTORY     - Date     Condition        Report By
 CS0564  HISTORY     - 1956     MONUMENTED       LOCENG
 CS0564
 CS0564                          STATION DESCRIPTION
 CS0564
 CS0564'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 CS0564'2.1 MI N FROM CORSICANA.
 CS0564'2.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0564'UNION STATION AT CORSICANA, NAVARRO COUNTY, 0.4 MILE NORTH OF MILEPOST
 CS0564'212, 170 FEET NORTH OF A CONCRETE OVERPASS ON HARDY STREET, AND 30
 CS0564'FEET WEST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK,
 CS0564'STAMPED P 150 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST
 CS0564'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1983 ***********************************************************************
 BL1983  DESIGNATION -  P 1500
 BL1983  PID         -  BL1983
 BL1983  STATE/COUNTY-  TX/HARRIS
 BL1983  USGS QUAD   -  ROSE HILL (1980)
 BL1983
 BL1983                         *CURRENT SURVEY CONTROL
 BL1983  ___________________________________________________________________
 BL1983* NAD 83(1986)-  30 05 24.     (N)    095 37 46.     (W)     SCALED    
 BL1983* NAVD 88     -        58.462  (meters)     191.80   (feet)  ADJUSTED  
 BL1983  ___________________________________________________________________
 BL1983  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1983  DYNAMIC HT  -          58.382 (meters)     191.54  (feet)  COMP
 BL1983  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 BL1983
 BL1983  VERT ORDER  -  FIRST     CLASS II
 BL1983
 BL1983.The horizontal coordinates were scaled from a topographic map and have
 BL1983.an estimated accuracy of +/- 6 seconds.
 BL1983
 BL1983.The orthometric height was determined by differential leveling
 BL1983.and adjusted by the National Geodetic Survey in June 1991..
 BL1983
 BL1983.The geoid height was determined by GEOID03.
 BL1983
 BL1983.The dynamic height is computed by dividing the NAVD 88
 BL1983.geopotential number by the normal gravity value computed on the
 BL1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1983.degrees latitude (g = 980.6199 gals.).
 BL1983
 BL1983.The modeled gravity was interpolated from observed gravity values.
 BL1983
 BL1983;                    North         East    Units  Estimated Accuracy
 BL1983;SPC TXSC     - 4,254,790.      924,860.      MT  (+/- 180 meters Scaled)
 BL1983
 BL1983                          SUPERSEDED SURVEY CONTROL
 BL1983
 BL1983  NGVD 29 (12/23/87)   58.456  (m)          191.78   (f) ADJUSTED    1 2
 BL1983
 BL1983.Superseded values are not recommended for survey control.
 BL1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1983.See file dsdata.txt to determine how the superseded data were derived.
 BL1983
 BL1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP465316(NAD 83)
 BL1983_MARKER: I = METAL ROD
 BL1983_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1983_SP_SET: STAINLESS STEEL ROD
 BL1983_STAMPING: P 1500 1986
 BL1983_MARK LOGO: NGS   
 BL1983_PROJECTION: FLUSH
 BL1983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1983_ROD/PIPE-DEPTH: 11.0 meters
 BL1983
 BL1983  HISTORY     - Date     Condition        Report By
 BL1983  HISTORY     - 1986     MONUMENTED       NGS
 BL1983  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1983  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1983
 BL1983                          STATION DESCRIPTION
 BL1983
 BL1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL1983'IN TOMBALL.
 BL1983'IN TOMBALL, AT THE INTERSECTION OF WEST MAIN AND ALMA STREETS, 17.3 M
 BL1983'(56.8 FT) WEST OF THE CENTER OF ALMA STREET, 16.3 M (53.5 FT) SOUTH OF
 BL1983'THE CENTERLINE OF THE EAST BOUND LANES OF WEST MAIN STREET, 13.4 M
 BL1983'(44.0 FT) SOUTHEAST OF A UTILITY POLE, 1.9 M (6.2 FT) NORTHWEST OF A
 BL1983'UTILITY POLE, AND 0.4 M (1.3 FT) NORTHEAST OF A CURB.  NOTE--ACCESS TO
 BL1983'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL1983'THE MARK IS 0.2 M ABOVE WEST MAIN STREET.
 BL1983
 BL1983                          STATION RECOVERY (1993)
 BL1983
 BL1983'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1983'MARK NOT FOUND.
 BL1983
 BL1983                          STATION RECOVERY (2005)
 BL1983
 BL1983'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 BL1983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0986 ***********************************************************************
 DN0986  DESIGNATION -  P 1501
 DN0986  PID         -  DN0986
 DN0986  STATE/COUNTY-  TX/GRAYSON
 DN0986  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0986
 DN0986                         *CURRENT SURVEY CONTROL
 DN0986  ___________________________________________________________________
 DN0986* NAD 83(1986)-  33 37 04.     (N)    096 24 08.     (W)     SCALED    
 DN0986* NAVD 88     -       196.894  (meters)     645.98   (feet)  ADJUSTED  
 DN0986  ___________________________________________________________________
 DN0986  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DN0986  DYNAMIC HT  -         196.683 (meters)     645.28  (feet)  COMP
 DN0986  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DN0986
 DN0986  VERT ORDER  -  FIRST     CLASS II
 DN0986
 DN0986.The horizontal coordinates were scaled from a topographic map and have
 DN0986.an estimated accuracy of +/- 6 seconds.
 DN0986
 DN0986.The orthometric height was determined by differential leveling
 DN0986.and adjusted by the National Geodetic Survey in June 1991..
 DN0986
 DN0986.The geoid height was determined by GEOID03.
 DN0986
 DN0986.The dynamic height is computed by dividing the NAVD 88
 DN0986.geopotential number by the normal gravity value computed on the
 DN0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0986.degrees latitude (g = 980.6199 gals.).
 DN0986
 DN0986.The modeled gravity was interpolated from observed gravity values.
 DN0986
 DN0986;                    North         East    Units  Estimated Accuracy
 DN0986;SPC TXNC     - 2,218,310.      794,640.      MT  (+/- 180 meters Scaled)
 DN0986
 DN0986                          SUPERSEDED SURVEY CONTROL
 DN0986
 DN0986.No superseded survey control is available for this station.
 DN0986
 DN0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC410228(NAD 83)
 DN0986_MARKER: I = METAL ROD
 DN0986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0986_SP_SET: STAINLESS STEEL ROD
 DN0986_STAMPING: P 1501 1986
 DN0986_MARK LOGO: NGS   
 DN0986_PROJECTION: FLUSH
 DN0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0986_ROD/PIPE-DEPTH: 8.5  meters
 DN0986
 DN0986  HISTORY     - Date     Condition        Report By
 DN0986  HISTORY     - 1986     MONUMENTED       NGS
 DN0986
 DN0986                          STATION DESCRIPTION
 DN0986
 DN0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0986'IN BELLS.
 DN0986'IN BELLS, AT THE INTERSECTION OF FARM ROAD 1897 AND THE MISSOURI
 DN0986'KANSAS TEXAS RAILROAD, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF
 DN0986'U.S. HIGHWAY 69, 23.3 M (76.4 FT) EAST OF THE CENTERLINE OF THE ROAD,
 DN0986'16.9 M (55.4 FT) NORTHEAST OF THE NEAR RAIL, AND 5.1 M (16.7 FT) NORTH
 DN0986'OF THE CENTER OF A METAL GATE.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN0986'THROUGH A 5-INCH LOGO CAP.
 DN0986'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 DN0986'THE MARK IS 1.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1992 ***********************************************************************
 BL1992  DESIGNATION -  P 1502
 BL1992  PID         -  BL1992
 BL1992  STATE/COUNTY-  TX/HARRIS
 BL1992  USGS QUAD   -  TOMBALL (1979)
 BL1992
 BL1992                         *CURRENT SURVEY CONTROL
 BL1992  ___________________________________________________________________
 BL1992* NAD 83(1986)-  30 00 46.     (N)    095 36 29.     (W)     SCALED    
 BL1992* NAVD 88     -        44.579  (meters)     146.26   (feet)  ADJUSTED  
 BL1992  ___________________________________________________________________
 BL1992  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1992  DYNAMIC HT  -          44.519 (meters)     146.06  (feet)  COMP
 BL1992  MODELED GRAV-     979,290.5   (mgal)                       NAVD 88
 BL1992
 BL1992  VERT ORDER  -  FIRST     CLASS II
 BL1992
 BL1992.The horizontal coordinates were scaled from a topographic map and have
 BL1992.an estimated accuracy of +/- 6 seconds.
 BL1992
 BL1992.The orthometric height was determined by differential leveling
 BL1992.and adjusted by the National Geodetic Survey in June 1991..
 BL1992
 BL1992.The geoid height was determined by GEOID03.
 BL1992
 BL1992.The dynamic height is computed by dividing the NAVD 88
 BL1992.geopotential number by the normal gravity value computed on the
 BL1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1992.degrees latitude (g = 980.6199 gals.).
 BL1992
 BL1992.The modeled gravity was interpolated from observed gravity values.
 BL1992
 BL1992;                    North         East    Units  Estimated Accuracy
 BL1992;SPC TXSC     - 4,246,290.      927,170.      MT  (+/- 180 meters Scaled)
 BL1992
 BL1992                          SUPERSEDED SURVEY CONTROL
 BL1992
 BL1992  NGVD 29 (12/23/87)   44.573  (m)          146.24   (f) ADJUSTED    1 2
 BL1992
 BL1992.Superseded values are not recommended for survey control.
 BL1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1992.See file dsdata.txt to determine how the superseded data were derived.
 BL1992
 BL1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP484230(NAD 83)
 BL1992_MARKER: I = METAL ROD
 BL1992_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1992_SP_SET: STAINLESS STEEL ROD
 BL1992_STAMPING: P 1502 1986
 BL1992_MARK LOGO: NGS   
 BL1992_PROJECTION: RECESSED 1 CENTIMETERS
 BL1992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1992_ROD/PIPE-DEPTH: 12.5 meters
 BL1992
 BL1992  HISTORY     - Date     Condition        Report By
 BL1992  HISTORY     - 1986     MONUMENTED       NGS
 BL1992  HISTORY     - 20031023 MARK NOT FOUND   LJA
 BL1992
 BL1992                          STATION DESCRIPTION
 BL1992
 BL1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL1992'10.8 KM (6.7 MI) NE FROM CYPRESS.
 BL1992'10.8 KM (6.7 MI) NORTHEASTERLY ALONG SPRING-CYPRESS ROAD FROM ITS
 BL1992'JUNCTION WITH U.S. HIGHWAY 290 IN CYPRESS, 15.5 M (50.9 FT) SOUTH OF
 BL1992'THE CENTERLINE OF THE ROAD, 7.5 M (24.6 FT) WEST OF THE CENTER OF THE
 BL1992'NORTH BOUND LANES OF NORTH ELDRIDGE PARKWAY, 7.2 M (23.6 FT) EAST OF
 BL1992'THE CENTER OF THE SOUTH BOUND LANES OF THE PARKWAY, AND 1.6 M (5.2 FT)
 BL1992'SOUTH OF THE NORTH END OF A DIVIDER.  NOTE--ACCESS TO DATUM POINT IS
 BL1992'HAD THROUGH A 5-INCH LOGO CAP.
 BL1992'THE MARK IS 0.2 M ABOVE THE PARKWAY.
 BL1992
 BL1992                          STATION RECOVERY (2003)
 BL1992
 BL1992'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 BL1992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5527 ***********************************************************************
 AW5527  DESIGNATION -  P 1503
 AW5527  PID         -  AW5527
 AW5527  STATE/COUNTY-  TX/HARRIS
 AW5527  USGS QUAD   -  SETTEGAST (1995)
 AW5527
 AW5527                         *CURRENT SURVEY CONTROL
 AW5527  ___________________________________________________________________
 AW5527* NAD 83(1986)-  29 45 37.     (N)    095 17 00.     (W)     SCALED    
 AW5527* NAVD 88     -        11.004  (meters)      36.10   (feet)  ADJUSTED  
 AW5527  ___________________________________________________________________
 AW5527  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW5527  DYNAMIC HT  -          10.989 (meters)      36.05  (feet)  COMP
 AW5527  MODELED GRAV-     979,286.6   (mgal)                       NAVD 88
 AW5527
 AW5527  VERT ORDER  -  FIRST     CLASS II
 AW5527
 AW5527.The horizontal coordinates were scaled from a topographic map and have
 AW5527.an estimated accuracy of +/- 6 seconds.
 AW5527
 AW5527.The orthometric height was determined by differential leveling
 AW5527.and adjusted by the National Geodetic Survey in June 1991..
 AW5527
 AW5527.The geoid height was determined by GEOID03.
 AW5527
 AW5527.The dynamic height is computed by dividing the NAVD 88
 AW5527.geopotential number by the normal gravity value computed on the
 AW5527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5527.degrees latitude (g = 980.6199 gals.).
 AW5527
 AW5527.The modeled gravity was interpolated from observed gravity values.
 AW5527
 AW5527;                    North         East    Units  Estimated Accuracy
 AW5527;SPC TXSC     - 4,219,270.      959,370.      MT  (+/- 180 meters Scaled)
 AW5527
 AW5527                          SUPERSEDED SURVEY CONTROL
 AW5527
 AW5527  NGVD 29 (12/23/87)   11.001  (m)           36.09   (f) ADJUSTED    1 2
 AW5527
 AW5527.Superseded values are not recommended for survey control.
 AW5527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5527.See file dsdata.txt to determine how the superseded data were derived.
 AW5527
 AW5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN792944(NAD 83)
 AW5527_MARKER: I = METAL ROD
 AW5527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5527_SP_SET: STAINLESS STEEL ROD
 AW5527_STAMPING: P 1503 1987
 AW5527_MARK LOGO: NGS   
 AW5527_PROJECTION: FLUSH
 AW5527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5527_ROD/PIPE-DEPTH: 7.3  meters
 AW5527
 AW5527  HISTORY     - Date     Condition        Report By
 AW5527  HISTORY     - 1987     MONUMENTED       NGS
 AW5527
 AW5527                          STATION DESCRIPTION
 AW5527
 AW5527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5527'1.0 KM (0.65 MI) NORTH FROM HOUSTON.
 AW5527'1.0 KM (0.65 MI) NORTH ALONG MC CARTY STREET FROM THE JUNCTION OF
 AW5527'CLINTON DRIVE IN HOUSTON, 1.4 KM (0.9 MI) NORTH OF THE PORT TERMINAL
 AW5527'BUILDING AT THE HOUSTON TURNING BASIN, IN THE NORTHWEST CORNER OF THE
 AW5527'LAWN OF THE PORT OF HOUSTON ELEMENTARY SCHOOL, 18.9 METERS (62.0 FT)
 AW5527'EAST OF THE CENTER OF THE STREET, 10.36 METERS (34.0 FT) SOUTH OF THE
 AW5527'CENTER OF CHADWICK STREET, 10.97 METERS (36.0 FT) NORTHEAST OF THE
 AW5527'MOST NORTHWESTERLY CORNER OF THE SCHOOL, 5.85 METERS (19.2 FT)
 AW5527'SOUTHEAST OF UTILITY POLE NUMBER 8905.  NOTE--ACCESS TO DATUM POINT IS
 AW5527'HAD THROUGH A 5-INCH LOGO CAP.
 AW5527'THE MARK IS 0.3 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5430 ***********************************************************************
 AW5430  DESIGNATION -  P 1504
 AW5430  PID         -  AW5430
 AW5430  STATE/COUNTY-  TX/HARRIS
 AW5430  USGS QUAD   -  BELLAIRE (1995)
 AW5430
 AW5430                         *CURRENT SURVEY CONTROL
 AW5430  ___________________________________________________________________
 AW5430* NAD 83(1986)-  29 43 30.     (N)    095 23 19.     (W)     SCALED    
 AW5430* NAVD 88     -        13.915  (meters)      45.65   (feet)  ADJUSTED  
 AW5430  ___________________________________________________________________
 AW5430  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW5430  DYNAMIC HT  -          13.896 (meters)      45.59  (feet)  COMP
 AW5430  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 AW5430
 AW5430  VERT ORDER  -  FIRST     CLASS II
 AW5430
 AW5430.The horizontal coordinates were scaled from a topographic map and have
 AW5430.an estimated accuracy of +/- 6 seconds.
 AW5430
 AW5430.The orthometric height was determined by differential leveling
 AW5430.and adjusted by the National Geodetic Survey in June 1991..
 AW5430
 AW5430.The geoid height was determined by GEOID03.
 AW5430
 AW5430.The dynamic height is computed by dividing the NAVD 88
 AW5430.geopotential number by the normal gravity value computed on the
 AW5430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5430.degrees latitude (g = 980.6199 gals.).
 AW5430
 AW5430.The modeled gravity was interpolated from observed gravity values.
 AW5430
 AW5430;                    North         East    Units  Estimated Accuracy
 AW5430;SPC TXSC     - 4,215,040.      949,310.      MT  (+/- 180 meters Scaled)
 AW5430
 AW5430                          SUPERSEDED SURVEY CONTROL
 AW5430
 AW5430  NGVD 29 (12/23/87)   13.911  (m)           45.64   (f) ADJUSTED    1 2
 AW5430
 AW5430.Superseded values are not recommended for survey control.
 AW5430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5430.See file dsdata.txt to determine how the superseded data were derived.
 AW5430
 AW5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN689907(NAD 83)
 AW5430_MARKER: I = METAL ROD
 AW5430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5430_SP_SET: STAINLESS STEEL ROD
 AW5430_STAMPING: P 1504 1986
 AW5430_MARK LOGO: NGS   
 AW5430_PROJECTION: FLUSH
 AW5430_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5430+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW5430_ROD/PIPE-DEPTH: 9.8  meters
 AW5430
 AW5430  HISTORY     - Date     Condition        Report By
 AW5430  HISTORY     - 1986     MONUMENTED       NGS
 AW5430  HISTORY     - 1990     GOOD             USPSQD
 AW5430  HISTORY     - 1991     GOOD             USPSQD
 AW5430  HISTORY     - 19931030 GOOD             USPSQD
 AW5430  HISTORY     - 19960204 GOOD             NGS
 AW5430  HISTORY     - 20040517 GOOD             USPSQD
 AW5430  HISTORY     - 20051006 GOOD             USPSQD
 AW5430
 AW5430                          STATION DESCRIPTION
 AW5430
 AW5430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5430'IN HOUSTON.
 AW5430'IN HOUSTON, IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF FANNIN
 AW5430'STREET AND BINZ STREET, AT THE EXTREME SOUTHWEST CORNER OF THE SAINT
 AW5430'PAULS CHURCH PARKING LOT, 0.96 KM (0.6 MI) SOUTH-SOUTHWEST OF BENCH
 AW5430'MARK H 1279, IN A SMALL GRASSY AREA AND FLOWER BED, 9.1 METERS
 AW5430'(30.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF FANNIN STREET SOUTHBOUND,
 AW5430'7.3 METERS (24.0 FT) NORTHEAST OF THE NORTHEAST CURB OF BINZ STREET,
 AW5430'8.5 METERS (28.0 FT) NORTH OF A SIGNAL LIGHT, 4.3 METERS (14.0 FT)
 AW5430'EAST OF THE NORTH CORNER OF A 2.0 BY 2.0 FT IRON GRATE FOR A PARKING
 AW5430'LOT STORM DRAIN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5430'LOGO CAP.
 AW5430'THE MARK IS 0.15 M ABOVE THE PARKING LOT.
 AW5430
 AW5430                          STATION RECOVERY (1990)
 AW5430
 AW5430'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW5430'RECOVERED IN GOOD CONDITION.
 AW5430
 AW5430                          STATION RECOVERY (1991)
 AW5430
 AW5430'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW5430'RECOVERED IN GOOD CONDITION.
 AW5430
 AW5430                          STATION RECOVERY (1993)
 AW5430
 AW5430'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5430'RECOVERED IN GOOD CONDITION.
 AW5430
 AW5430                          STATION RECOVERY (1996)
 AW5430
 AW5430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5430'IN HOUSTON, AT THE INTERSECTION OF FANNIN AND BINZ STREETS, NEAR THE
 AW5430'WEST CORNER OF THE SAINT PAULS CHURCH PARKING LOT, 16.6 M (54.5 FT)
 AW5430'SOUTHEAST OF THE CENTER OF FANNING STREET, 15.3 M (50.2 FT) NORTHEAST
 AW5430'OF THE CENTER OF BENZ STREET, 4.2 M (13.8 FT) EAST OF THE NORTH CORNER
 AW5430'OF A STORM DRAIN, 0.7 M (2.3 FT) SOUTHWEST OF A PARKING LOT CURB, 0.6
 AW5430'M (2.0 FT) NORTHWEST OF A PARKING LOT CURB, AND 0.5 M (1.6 FT) ABOVE
 AW5430'THE LEVEL OF THE STREETS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AW5430'A 5-INCH LOGO CAP.
 AW5430
 AW5430                          STATION RECOVERY (2004)
 AW5430
 AW5430'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5430'RECOVERED IN GOOD CONDITION.
 AW5430
 AW5430                          STATION RECOVERY (2005)
 AW5430
 AW5430'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5430'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5484 ***********************************************************************
 AW5484  DESIGNATION -  P 1505
 AW5484  PID         -  AW5484
 AW5484  STATE/COUNTY-  TX/FORT BEND
 AW5484  USGS QUAD   -  FULSHEAR (1980)
 AW5484
 AW5484                         *CURRENT SURVEY CONTROL
 AW5484  ___________________________________________________________________
 AW5484* NAD 83(1986)-  29 40 58.     (N)    095 56 38.     (W)     SCALED    
 AW5484* NAVD 88     -        34.308  (meters)     112.56   (feet)  ADJUSTED  
 AW5484  ___________________________________________________________________
 AW5484  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW5484  DYNAMIC HT  -          34.261 (meters)     112.40  (feet)  COMP
 AW5484  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 AW5484
 AW5484  VERT ORDER  -  FIRST     CLASS II
 AW5484
 AW5484.The horizontal coordinates were scaled from a topographic map and have
 AW5484.an estimated accuracy of +/- 6 seconds.
 AW5484
 AW5484.The orthometric height was determined by differential leveling
 AW5484.and adjusted by the National Geodetic Survey in June 1991..
 AW5484
 AW5484.The geoid height was determined by GEOID03.
 AW5484
 AW5484.The dynamic height is computed by dividing the NAVD 88
 AW5484.geopotential number by the normal gravity value computed on the
 AW5484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5484.degrees latitude (g = 980.6199 gals.).
 AW5484
 AW5484.The modeled gravity was interpolated from observed gravity values.
 AW5484
 AW5484;                    North         East    Units  Estimated Accuracy
 AW5484;SPC TXSC     - 4,208,830.      895,740.      MT  (+/- 180 meters Scaled)
 AW5484
 AW5484                          SUPERSEDED SURVEY CONTROL
 AW5484
 AW5484  NGVD 29 (12/23/87)   34.302  (m)          112.54   (f) ADJUSTED    1 2
 AW5484
 AW5484.Superseded values are not recommended for survey control.
 AW5484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5484.See file dsdata.txt to determine how the superseded data were derived.
 AW5484
 AW5484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN151872(NAD 83)
 AW5484_MARKER: I = METAL ROD
 AW5484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5484_SP_SET: STAINLESS STEEL ROD
 AW5484_STAMPING: P 1505 1987
 AW5484_MARK LOGO: NGS   
 AW5484_PROJECTION: FLUSH
 AW5484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5484_ROD/PIPE-DEPTH: 8.5  meters
 AW5484
 AW5484  HISTORY     - Date     Condition        Report By
 AW5484  HISTORY     - 1987     MONUMENTED       NGS
 AW5484  HISTORY     - 19950108 GOOD             USPSQD
 AW5484
 AW5484                          STATION DESCRIPTION
 AW5484
 AW5484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5484'4.7 KM (2.9 MI) WEST FROM FULSHEAR.
 AW5484'0.15 KM (0.1 MI) SOUTH ALONG FM ROAD 359 FROM THE POST OFFICE IN
 AW5484'FULSHEAR, THENCE 4.62 KM (2.87 MI) WEST ALONG FM ROAD 1093, ALSO 3.2
 AW5484'KM (2.0 MI) EAST OF SIMONTON, 24.1 METERS (79.0 FT) SOUTH OF THE
 AW5484'CENTERLINE OF FM ROAD 1093, 11.2 METERS (37.0 FT) EAST OF THE
 AW5484'CENTERLINE OF BOWSER ROAD, 6.2 METERS (20.5 FT) SOUTH OF A POWER POLE,
 AW5484'0.3 METER (1.0 FT) WEST OF THE NORTH END OF A 6-FT TALL WOOD FENCE.
 AW5484'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5484'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5484'THE MARK IS 1.2 M BELOW FM ROAD 1093.
 AW5484
 AW5484                          STATION RECOVERY (1995)
 AW5484
 AW5484'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2539 ***********************************************************************
 AX2539  DESIGNATION -  P 1506
 AX2539  PID         -  AX2539
 AX2539  STATE/COUNTY-  TX/WALLER
 AX2539  USGS QUAD   -  SAN FELIPE (1980)
 AX2539
 AX2539                         *CURRENT SURVEY CONTROL
 AX2539  ___________________________________________________________________
 AX2539* NAD 83(1986)-  29 46 07.     (N)    096 00 43.     (W)     SCALED    
 AX2539* NAVD 88     -        36.281  (meters)     119.03   (feet)  ADJUSTED  
 AX2539  ___________________________________________________________________
 AX2539  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX2539  DYNAMIC HT  -          36.231 (meters)     118.87  (feet)  COMP
 AX2539  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 AX2539
 AX2539  VERT ORDER  -  FIRST     CLASS I
 AX2539
 AX2539.The horizontal coordinates were scaled from a topographic map and have
 AX2539.an estimated accuracy of +/- 6 seconds.
 AX2539
 AX2539.The orthometric height was determined by differential leveling
 AX2539.and adjusted by the National Geodetic Survey in June 1991..
 AX2539
 AX2539.The geoid height was determined by GEOID03.
 AX2539
 AX2539.The dynamic height is computed by dividing the NAVD 88
 AX2539.geopotential number by the normal gravity value computed on the
 AX2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2539.degrees latitude (g = 980.6199 gals.).
 AX2539
 AX2539.The modeled gravity was interpolated from observed gravity values.
 AX2539
 AX2539;                    North         East    Units  Estimated Accuracy
 AX2539;SPC TXSC     - 4,218,170.      888,910.      MT  (+/- 180 meters Scaled)
 AX2539
 AX2539                          SUPERSEDED SURVEY CONTROL
 AX2539
 AX2539  NGVD 29 (12/23/87)   36.263  (m)          118.97   (f) ADJUSTED    1 1
 AX2539
 AX2539.Superseded values are not recommended for survey control.
 AX2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2539.See file dsdata.txt to determine how the superseded data were derived.
 AX2539
 AX2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT889968(NAD 83)
 AX2539_MARKER: I = METAL ROD
 AX2539_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2539_SP_SET: STAINLESS STEEL ROD
 AX2539_STAMPING: P 1506 1987
 AX2539_MARK LOGO: NGS   
 AX2539_PROJECTION: FLUSH
 AX2539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2539_ROD/PIPE-DEPTH: 19.5 meters
 AX2539
 AX2539  HISTORY     - Date     Condition        Report By
 AX2539  HISTORY     - 1987     MONUMENTED       NGS
 AX2539  HISTORY     - 19990718 GOOD             USPSQD
 AX2539
 AX2539                          STATION DESCRIPTION
 AX2539
 AX2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2539'6.9 KM (4.3 MI) SW FROM BROOKSHIRE.
 AX2539'5.5 KM (3.4 MI) WEST ALONG OLD US HIGHWAY 90 FROM THE JUNCTION OF FM
 AX2539'ROAD 359 SOUTH IN BROOKSHIRE, THENCE 1.4 KM (0.85 MI) SOUTHWEST ALONG
 AX2539'PEACH RIDGE ROAD, AT A POWERLINE CROSSING, 11.9 METERS (39.0 FT)
 AX2539'NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.4 METERS (11.0 FT)
 AX2539'SOUTHWEST OF THE CENTER OF A METAL GATE TO A PASTURE, 2.8 METERS
 AX2539'(9.3 FT) WEST-NORTHWEST OF THE SOUTH END OF AN 18-INCH PIPE CULVERT,
 AX2539'0.3 METER (1.0 FT) SOUTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT
 AX2539'IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2539'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AX2539'THE MARK IS 0.2 M BELOW THE ROAD.
 AX2539
 AX2539                          STATION RECOVERY (1999)
 AX2539
 AX2539'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5560 ***********************************************************************
 AW5560  DESIGNATION -  P 1509
 AW5560  PID         -  AW5560
 AW5560  STATE/COUNTY-  TX/HARRIS
 AW5560  USGS QUAD   -  SETTEGAST (1995)
 AW5560
 AW5560                         *CURRENT SURVEY CONTROL
 AW5560  ___________________________________________________________________
 AW5560* NAD 83(1986)-  29 47 38.     (N)    095 20 46.     (W)     SCALED    
 AW5560* NAVD 88     -        14.867  (meters)      48.78   (feet)  ADJUSTED  
 AW5560  ___________________________________________________________________
 AW5560  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW5560  DYNAMIC HT  -          14.847 (meters)      48.71  (feet)  COMP
 AW5560  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AW5560
 AW5560  VERT ORDER  -  FIRST     CLASS II
 AW5560
 AW5560.The horizontal coordinates were scaled from a topographic map and have
 AW5560.an estimated accuracy of +/- 6 seconds.
 AW5560
 AW5560.The orthometric height was determined by differential leveling
 AW5560.and adjusted by the National Geodetic Survey in July 2002..
 AW5560
 AW5560.The geoid height was determined by GEOID03.
 AW5560
 AW5560.The dynamic height is computed by dividing the NAVD 88
 AW5560.geopotential number by the normal gravity value computed on the
 AW5560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5560.degrees latitude (g = 980.6199 gals.).
 AW5560
 AW5560.The modeled gravity was interpolated from observed gravity values.
 AW5560
 AW5560;                    North         East    Units  Estimated Accuracy
 AW5560;SPC TXSC     - 4,222,800.      953,180.      MT  (+/- 180 meters Scaled)
 AW5560
 AW5560                          SUPERSEDED SURVEY CONTROL
 AW5560
 AW5560  NAVD 88 (09/11/96)   14.871  (m)           48.79   (f) UNKNOWN     1 2
 AW5560  NAVD 88 (06/15/91)   14.955  (m)           49.06   (f) UNKNOWN     1 2
 AW5560  NGVD 29 (12/23/87)   14.952  (m)           49.05   (f) ADJUSTED    1 2
 AW5560
 AW5560.Superseded values are not recommended for survey control.
 AW5560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5560.See file dsdata.txt to determine how the superseded data were derived.
 AW5560
 AW5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN732982(NAD 83)
 AW5560_MARKER: I = METAL ROD
 AW5560_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5560_SP_SET: STAINLESS STEEL ROD
 AW5560_STAMPING: P 1509 1986
 AW5560_MARK LOGO: NGS   
 AW5560_PROJECTION: FLUSH
 AW5560_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5560+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW5560_ROD/PIPE-DEPTH: 7.0  meters
 AW5560
 AW5560  HISTORY     - Date     Condition        Report By
 AW5560  HISTORY     - 1986     MONUMENTED       NGS
 AW5560  HISTORY     - 19951007 GOOD             CHANCE
 AW5560  HISTORY     - 19960204 GOOD             NGS
 AW5560  HISTORY     - 19960921 GOOD             USPSQD
 AW5560
 AW5560                          STATION DESCRIPTION
 AW5560
 AW5560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5560'IN HOUSTON.
 AW5560'IN HOUSTON, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND
 AW5560'COLLINGSWORTH STREET, 19.4 M (63.6 FT) NORTH OF THE CENTERLINE OF THE
 AW5560'WEST BOUND LANES OF THE STREET, 7.6 M (24.9 FT) WEST OF THE NEAR RAIL,
 AW5560'7.1 M (23.3 FT) EAST OF A FENCE, AND 1.4 M (4.6 FT) SOUTH-SOUTHWEST OF
 AW5560'A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5560'LOGO CAP.
 AW5560'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST
 AW5560'THE MARK IS ABOVE LEVEL WITH THE STREET.
 AW5560
 AW5560                          STATION RECOVERY (1995)
 AW5560
 AW5560'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5560'RECOVERED BY JEC 1995 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5560'ADDITIONAL TIES FOLLOW.  48.0 FT (14.6 M) NORTHEAST OF THE SOUTHEAST
 AW5560'CORNER OF A HURRICANE FENCE SURROUNDING A TRUCK YARD.  14.0 FT (4.3 M)
 AW5560'NORTHWEST OF THE MOST SOUTHERLY OF TWO UTILITY POLES.  48 FT (14.6 M)
 AW5560'NORTH OF THE NORTH EDGE OF COLLINGSWORTH STREET.
 AW5560
 AW5560                          STATION RECOVERY (1996)
 AW5560
 AW5560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5560'IN HOUSTON, AT THE INTERSECTION OF COLLINGSWORTH STREET AND THE
 AW5560'HOUSTON BELT TERMINAL RAILROAD, 22.5 M (73.8 FT) NORTH OF THE STREET
 AW5560'CENTERLINE, 7.6 M (24.9 FT) NORTH OF THE NEAR RAIL, 2.6 M (8.5 FT)
 AW5560'EAST OF THE NEAR RAIL OF A SPUR TRACK, 1.1 M (3.6 FT) SOUTH OF A
 AW5560'UTILITY POLE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0
 AW5560'FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AW5560'THROUGH A 5-INCH LOGO CAP.
 AW5560
 AW5560                          STATION RECOVERY (1996)
 AW5560
 AW5560'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0611 ***********************************************************************
 CS0611  DESIGNATION -  P 151
 CS0611  PID         -  CS0611
 CS0611  STATE/COUNTY-  TX/NAVARRO
 CS0611  USGS QUAD   -  MALAKOFF (1981)
 CS0611
 CS0611                         *CURRENT SURVEY CONTROL
 CS0611  ___________________________________________________________________
 CS0611* NAD 83(1986)-  32 08 33.     (N)    096 06 09.     (W)     SCALED    
 CS0611* NAVD 88     -        88.483  (meters)     290.30   (feet)  ADJUSTED  
 CS0611  ___________________________________________________________________
 CS0611  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0611  DYNAMIC HT  -          88.381 (meters)     289.96  (feet)  COMP
 CS0611  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 CS0611
 CS0611  VERT ORDER  -  SECOND    CLASS 0
 CS0611
 CS0611.The horizontal coordinates were scaled from a topographic map and have
 CS0611.an estimated accuracy of +/- 6 seconds.
 CS0611
 CS0611.The orthometric height was determined by differential leveling
 CS0611.and adjusted by the National Geodetic Survey in June 1991..
 CS0611.WARNING-Repeat measurements at this control monument indicate possible
 CS0611.vertical movement.
 CS0611
 CS0611.The geoid height was determined by GEOID03.
 CS0611
 CS0611.The dynamic height is computed by dividing the NAVD 88
 CS0611.geopotential number by the normal gravity value computed on the
 CS0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0611.degrees latitude (g = 980.6199 gals.).
 CS0611
 CS0611.The modeled gravity was interpolated from observed gravity values.
 CS0611
 CS0611;                    North         East    Units  Estimated Accuracy
 CS0611;SPC TXNC     - 2,055,350.      826,180.      MT  (+/- 180 meters Scaled)
 CS0611
 CS0611                          SUPERSEDED SURVEY CONTROL
 CS0611
 CS0611  NGVD 29 (??/??/92)   88.481  (m)          290.29   (f) ADJ UNCH    2 0
 CS0611
 CS0611.Superseded values are not recommended for survey control.
 CS0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0611.See file dsdata.txt to determine how the superseded data were derived.
 CS0611
 CS0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA733599(NAD 83)
 CS0611_MARKER: DB = BENCH MARK DISK
 CS0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0611_SP_SET: PIER
 CS0611_STAMPING: P 151 1933
 CS0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0611
 CS0611  HISTORY     - Date     Condition        Report By
 CS0611  HISTORY     - 1933     MONUMENTED       CGS
 CS0611  HISTORY     - 1972     GOOD             LOCENG
 CS0611
 CS0611                          STATION DESCRIPTION
 CS0611
 CS0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0611'0.9 MI W FROM TRINIDAD.
 CS0611'0.9 MILES WEST OF, ALONG ST.L.S.W.RY. TRINITY RIVER RAILROAD BRIDGE,
 CS0611'ON TOP OF NORTH END OF WESTERLY CONCRETE PIER.  TABLET CEMENTED IN
 CS0611'CONCRETE.
 CS0611
 CS0611                          STATION RECOVERY (1972)
 CS0611
 CS0611'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5656 ***********************************************************************
 AW5656  DESIGNATION -  P 1510
 AW5656  PID         -  AW5656
 AW5656  STATE/COUNTY-  TX/HARRIS
 AW5656  USGS QUAD   -  CROSBY (1982)
 AW5656
 AW5656                         *CURRENT SURVEY CONTROL
 AW5656  ___________________________________________________________________
 AW5656* NAD 83(1986)-  29 53 54.     (N)    095 03 50.     (W)     SCALED    
 AW5656* NAVD 88     -        14.383  (meters)      47.19   (feet)  ADJUSTED  
 AW5656  ___________________________________________________________________
 AW5656  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW5656  DYNAMIC HT  -          14.364 (meters)      47.13  (feet)  COMP
 AW5656  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 AW5656
 AW5656  VERT ORDER  -  FIRST     CLASS II
 AW5656
 AW5656.The horizontal coordinates were scaled from a topographic map and have
 AW5656.an estimated accuracy of +/- 6 seconds.
 AW5656
 AW5656.The orthometric height was determined by differential leveling
 AW5656.and adjusted by the National Geodetic Survey in June 1991..
 AW5656
 AW5656.The geoid height was determined by GEOID03.
 AW5656
 AW5656.The dynamic height is computed by dividing the NAVD 88
 AW5656.geopotential number by the normal gravity value computed on the
 AW5656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5656.degrees latitude (g = 980.6199 gals.).
 AW5656
 AW5656.The modeled gravity was interpolated from observed gravity values.
 AW5656
 AW5656;                    North         East    Units  Estimated Accuracy
 AW5656;SPC TXSC     - 4,235,260.      980,060.      MT  (+/- 180 meters Scaled)
 AW5656
 AW5656                          SUPERSEDED SURVEY CONTROL
 AW5656
 AW5656  NGVD 29 (12/23/87)   14.382  (m)           47.18   (f) ADJUSTED    1 2
 AW5656
 AW5656.Superseded values are not recommended for survey control.
 AW5656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5656.See file dsdata.txt to determine how the superseded data were derived.
 AW5656
 AW5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP007093(NAD 83)
 AW5656_MARKER: I = METAL ROD
 AW5656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5656_SP_SET: STAINLESS STEEL ROD
 AW5656_STAMPING: P 1510 1987
 AW5656_MARK LOGO: NGS   
 AW5656_PROJECTION: RECESSED 1 CENTIMETERS
 AW5656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5656_ROD/PIPE-DEPTH: 8.5  meters
 AW5656
 AW5656  HISTORY     - Date     Condition        Report By
 AW5656  HISTORY     - 1987     MONUMENTED       NGS
 AW5656  HISTORY     - 19941213 MARK NOT FOUND   USPSQD
 AW5656  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW5656
 AW5656                          STATION DESCRIPTION
 AW5656
 AW5656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5656'1.4 KM (0.85 MI) SOUTH FROM CROSBY.
 AW5656'1.4 KM (0.85 MI) SOUTHERLY ALONG FARM ROAD 2100 FROM ITS JUNCTION WITH
 AW5656'THE SOUTHERN PACIFIC RAILROAD IN CROSBY, IN THE SOUTHEAST CORNER OF
 AW5656'THE CROSBY MIDDLE SCHOOL YARD, 22.6 M (74.1 FT) WEST OF THE CENTERLINE
 AW5656'OF THE SOUTH BOUND LANES OF THE ROAD, 15.4 M (50.5 FT) NORTHWEST OF A
 AW5656'UTILITY POLE, 12.0 M (39.4 FT) NORTH-NORTHEAST OF A UTILITY POLE, 4.3
 AW5656'M (14.1 FT) SOUTH OF THE CENTER OF THE MOST SOUTHERLY DRIVEWAY LEADING
 AW5656'TO THE SCHOOL, 1.0 M (3.3 FT) EAST OF A PIPE GUARD RAIL, AND 0.5 M
 AW5656'(1.6 FT) SOUTH OF A PIPE GUARD RAIL.  NOTE--ACCESS TO DATUM POINT IS
 AW5656'HAD THROUGH A 5-INCH LOGO CAP.
 AW5656'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 AW5656
 AW5656                          STATION RECOVERY (1994)
 AW5656
 AW5656'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5656'MARK NOT FOUND.
 AW5656
 AW5656                          STATION RECOVERY (2004)
 AW5656
 AW5656'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5625 ***********************************************************************
 AW5625  DESIGNATION -  P 1511
 AW5625  PID         -  AW5625
 AW5625  STATE/COUNTY-  TX/HARRIS
 AW5625  USGS QUAD   -  ALDINE (1995)
 AW5625
 AW5625                         *CURRENT SURVEY CONTROL
 AW5625  ___________________________________________________________________
 AW5625* NAD 83(1986)-  29 57 20.     (N)    095 28 25.     (W)     SCALED    
 AW5625* NAVD 88     -        32.244  (meters)     105.79   (feet)  ADJUSTED  
 AW5625  ___________________________________________________________________
 AW5625  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW5625  DYNAMIC HT  -          32.201 (meters)     105.65  (feet)  COMP
 AW5625  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 AW5625
 AW5625  VERT ORDER  -  FIRST     CLASS II
 AW5625
 AW5625.The horizontal coordinates were scaled from a topographic map and have
 AW5625.an estimated accuracy of +/- 6 seconds.
 AW5625
 AW5625.The orthometric height was determined by differential leveling
 AW5625.and adjusted by the National Geodetic Survey in June 1991..
 AW5625
 AW5625.The geoid height was determined by GEOID03.
 AW5625
 AW5625.The dynamic height is computed by dividing the NAVD 88
 AW5625.geopotential number by the normal gravity value computed on the
 AW5625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5625.degrees latitude (g = 980.6199 gals.).
 AW5625
 AW5625.The modeled gravity was interpolated from observed gravity values.
 AW5625
 AW5625;                    North         East    Units  Estimated Accuracy
 AW5625;SPC TXSC     - 4,240,330.      940,320.      MT  (+/- 180 meters Scaled)
 AW5625
 AW5625                          SUPERSEDED SURVEY CONTROL
 AW5625
 AW5625  NGVD 29 (12/23/87)   32.240  (m)          105.77   (f) ADJUSTED    1 2
 AW5625
 AW5625.Superseded values are not recommended for survey control.
 AW5625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5625.See file dsdata.txt to determine how the superseded data were derived.
 AW5625
 AW5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP612164(NAD 83)
 AW5625_MARKER: I = METAL ROD
 AW5625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5625_SP_SET: STAINLESS STEEL ROD
 AW5625_STAMPING: P 1511 1987
 AW5625_MARK LOGO: NGS   
 AW5625_PROJECTION: RECESSED 2 CENTIMETERS
 AW5625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5625+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5625_ROD/PIPE-DEPTH: 8.8  meters
 AW5625
 AW5625  HISTORY     - Date     Condition        Report By
 AW5625  HISTORY     - 1987     MONUMENTED       NGS
 AW5625  HISTORY     - 20051012 GOOD             USPSQD
 AW5625
 AW5625                          STATION DESCRIPTION
 AW5625
 AW5625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5625'9.9 KM (6.15 MI) NE FROM NORTH HOUSTON.
 AW5625'0.4 KM (0.25 MI) SOUTHEAST ALONG STATE HIGHWAY 149 FROM ITS JUNCTION
 AW5625'WITH FAIRBANKS-NORTH HOUSTON ROAD IN NORTH HOUSTON, THENCE 6.4 KM (4.0
 AW5625'MI) NORTHERLY ALONG BAMMEL-NORTH HOUSTON ROAD, THENCE 3.1 KM (1.95 MI)
 AW5625'SOUTHEASTERLY ALONG VETERANS MEMORIAL DRIVE, 67.3 M (220.8 FT)
 AW5625'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE DRIVE,
 AW5625'6.4 M (21.0 FT) NORTHWEST OF THE CENTER OF THE NORTHEAST BOUND LANES
 AW5625'OF SOUTH CAMDEN PARKWAY, 5.5 M (18.0 FT) SOUTHEAST OF THE CENTER OF
 AW5625'THE SOUTHWEST BOUND LANES OF THE PARKWAY, AND 1.9 M (6.2 FT) SOUTHWEST
 AW5625'OF THE NORTHEAST END OF A MEDIAN.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5625'THROUGH A 5-INCH LOGO CAP.
 AW5625'THE MARK IS 0.2 M ABOVE THE PARKWAY.
 AW5625
 AW5625                          STATION RECOVERY (2005)
 AW5625
 AW5625'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5625'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5684 ***********************************************************************
 AW5684  DESIGNATION -  P 1512
 AW5684  PID         -  AW5684
 AW5684  STATE/COUNTY-  TX/BRAZORIA
 AW5684  USGS QUAD   -  MANVEL (1974)
 AW5684
 AW5684                         *CURRENT SURVEY CONTROL
 AW5684  ___________________________________________________________________
 AW5684* NAD 83(1986)-  29 27 50.     (N)    095 21 29.     (W)     SCALED    
 AW5684* NAVD 88     -        16.328  (meters)      53.57   (feet)  ADJUSTED  
 AW5684  ___________________________________________________________________
 AW5684  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW5684  DYNAMIC HT  -          16.305 (meters)      53.49  (feet)  COMP
 AW5684  MODELED GRAV-     979,265.4   (mgal)                       NAVD 88
 AW5684
 AW5684  VERT ORDER  -  FIRST     CLASS II
 AW5684
 AW5684.The horizontal coordinates were scaled from a topographic map and have
 AW5684.an estimated accuracy of +/- 6 seconds.
 AW5684
 AW5684.The orthometric height was determined by differential leveling
 AW5684.and adjusted by the National Geodetic Survey in June 1991..
 AW5684
 AW5684.The geoid height was determined by GEOID03.
 AW5684
 AW5684.The dynamic height is computed by dividing the NAVD 88
 AW5684.geopotential number by the normal gravity value computed on the
 AW5684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5684.degrees latitude (g = 980.6199 gals.).
 AW5684
 AW5684.The modeled gravity was interpolated from observed gravity values.
 AW5684
 AW5684;                    North         East    Units  Estimated Accuracy
 AW5684;SPC TXSC     - 4,186,210.      953,170.      MT  (+/- 180 meters Scaled)
 AW5684
 AW5684                          SUPERSEDED SURVEY CONTROL
 AW5684
 AW5684  NGVD 29 (12/23/87)   16.324  (m)           53.56   (f) ADJUSTED    1 2
 AW5684
 AW5684.Superseded values are not recommended for survey control.
 AW5684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5684.See file dsdata.txt to determine how the superseded data were derived.
 AW5684
 AW5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN713616(NAD 83)
 AW5684_MARKER: I = METAL ROD
 AW5684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5684_SP_SET: STAINLESS STEEL ROD
 AW5684_STAMPING: P 1512 1987
 AW5684_MARK LOGO: NGS   
 AW5684_PROJECTION: FLUSH
 AW5684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5684_ROD/PIPE-DEPTH: 9.4  meters
 AW5684
 AW5684  HISTORY     - Date     Condition        Report By
 AW5684  HISTORY     - 1987     MONUMENTED       NGS
 AW5684  HISTORY     - 1987     GOOD             USPSQD
 AW5684  HISTORY     - 19960928 GOOD             USPSQD
 AW5684
 AW5684                          STATION DESCRIPTION
 AW5684
 AW5684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5684'IN MANVEL.
 AW5684'IN MANVEL, AT THE JUNCTION OF THE GULF, COLORADO AND SANTA FE RAILROAD
 AW5684'AND FARM ROAD 1128, 17.2 METERS (56.4 FT) NORTHWEST OF THE CENTERLINE
 AW5684'OF THE ROAD, 5.0 METERS (16.4 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 4.6
 AW5684'METERS (15.1 FT) WEST OF THE NORTHWEST CORNER OF A 6 BY 6-FOOT METAL
 AW5684'BUILDING, 1.4 METERS (4.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO
 AW5684'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5684'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AW5684'THE MARK IS 0.2 M BELOW TRACKS.
 AW5684
 AW5684                          STATION RECOVERY (1987)
 AW5684
 AW5684'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW5684'RECOVERED IN GOOD CONDITION.
 AW5684
 AW5684                          STATION RECOVERY (1996)
 AW5684
 AW5684'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2574 ***********************************************************************
 AX2574  DESIGNATION -  P 1515
 AX2574  PID         -  AX2574
 AX2574  STATE/COUNTY-  TX/JACKSON
 AX2574  USGS QUAD   -  GANADO (1981)
 AX2574
 AX2574                         *CURRENT SURVEY CONTROL
 AX2574  ___________________________________________________________________
 AX2574* NAD 83(1986)-  29 01 41.     (N)    096 32 40.     (W)     SCALED    
 AX2574* NAVD 88     -        18.328  (meters)      60.13   (feet)  ADJUSTED  
 AX2574  ___________________________________________________________________
 AX2574  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2574  DYNAMIC HT  -          18.302 (meters)      60.05  (feet)  COMP
 AX2574  MODELED GRAV-     979,219.4   (mgal)                       NAVD 88
 AX2574
 AX2574  VERT ORDER  -  FIRST     CLASS I
 AX2574
 AX2574.The horizontal coordinates were scaled from a topographic map and have
 AX2574.an estimated accuracy of +/- 6 seconds.
 AX2574
 AX2574.The orthometric height was determined by differential leveling
 AX2574.and adjusted by the National Geodetic Survey in June 1991..
 AX2574
 AX2574.The geoid height was determined by GEOID03.
 AX2574
 AX2574.The dynamic height is computed by dividing the NAVD 88
 AX2574.geopotential number by the normal gravity value computed on the
 AX2574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2574.degrees latitude (g = 980.6199 gals.).
 AX2574
 AX2574.The modeled gravity was interpolated from observed gravity values.
 AX2574
 AX2574;                    North         East    Units  Estimated Accuracy
 AX2574;SPC TXSC     - 4,134,920.      839,160.      MT  (+/- 180 meters Scaled)
 AX2574
 AX2574                          SUPERSEDED SURVEY CONTROL
 AX2574
 AX2574  NGVD 29 (12/23/87)   18.337  (m)           60.16   (f) ADJUSTED    1 1
 AX2574
 AX2574.Superseded values are not recommended for survey control.
 AX2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2574.See file dsdata.txt to determine how the superseded data were derived.
 AX2574
 AX2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT391135(NAD 83)
 AX2574_MARKER: I = METAL ROD
 AX2574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2574_SP_SET: STAINLESS STEEL ROD
 AX2574_STAMPING: P 1515 1987
 AX2574_MARK LOGO: NGS   
 AX2574_PROJECTION: FLUSH
 AX2574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2574_ROD/PIPE-DEPTH: 6.1  meters
 AX2574
 AX2574  HISTORY     - Date     Condition        Report By
 AX2574  HISTORY     - 1987     MONUMENTED       NGS
 AX2574  HISTORY     - 19980725 GOOD             USPSQD
 AX2574
 AX2574                          STATION DESCRIPTION
 AX2574
 AX2574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2574'3.7 KM (2.3 MI) SW FROM GANADO.
 AX2574'1.45 KM (0.9 MI) SOUTHWEST ALONG HIGHWAY LOOP 522 FROM THE JUNCTION OF
 AX2574'STATE HIGHWAY 172 IN GANADO, THENCE 0.50 KM (0.31 MI) NORTHWEST ALONG
 AX2574'AN ACCESS ROAD TO US HIGHWAY 59, THENCE 1.77 KM (1.10 MI) SOUTHWEST
 AX2574'ALONG US HIGHWAY 59, 46.3 METERS (152 FT) SOUTHEAST OF THE CENTERLINE
 AX2574'OF HIGHWAY 59 NORTHBOUND, 11.1 METERS (36.5 FT) NORTHEAST OF THE
 AX2574'CENTERLINE OF A ROAD TO A PUBLIC BOAT RAMP, 15.3 METERS (50.2 FT)
 AX2574'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 AX2574'1.8 METERS (6.0 FT) NORTHWEST OF THE NORTHWEST POST OF A GATE, 0.9
 AX2574'METER (3.0 FT) SOUTHEAST OF A FENCE CORNER, 0.4 METER (1.5 FT)
 AX2574'SOUTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AX2574'5-INCH LOGO CAP.
 AX2574'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AX2574'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 AX2574
 AX2574                          STATION RECOVERY (1998)
 AX2574
 AX2574'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3149 ***********************************************************************
 AA3149  DESIGNATION -  P 1516
 AA3149  PID         -  AA3149
 AA3149  STATE/COUNTY-  TX/HARRIS
 AA3149  USGS QUAD   -  HUMBLE (1995)
 AA3149
 AA3149                         *CURRENT SURVEY CONTROL
 AA3149  ___________________________________________________________________
 AA3149* NAD 83(1986)-  29 55 49.     (N)    095 19 04.     (W)     SCALED    
 AA3149* NAVD 88     -        21.746  (meters)      71.34   (feet)  ADJUSTED  
 AA3149  ___________________________________________________________________
 AA3149  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA3149  DYNAMIC HT  -          21.717 (meters)      71.25  (feet)  COMP
 AA3149  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 AA3149
 AA3149  VERT ORDER  -  FIRST     CLASS II
 AA3149
 AA3149.The horizontal coordinates were scaled from a topographic map and have
 AA3149.an estimated accuracy of +/- 6 seconds.
 AA3149
 AA3149.The orthometric height was determined by differential leveling
 AA3149.and adjusted by the National Geodetic Survey in July 2002..
 AA3149
 AA3149.The geoid height was determined by GEOID03.
 AA3149
 AA3149.The dynamic height is computed by dividing the NAVD 88
 AA3149.geopotential number by the normal gravity value computed on the
 AA3149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3149.degrees latitude (g = 980.6199 gals.).
 AA3149
 AA3149.The modeled gravity was interpolated from observed gravity values.
 AA3149
 AA3149;                    North         East    Units  Estimated Accuracy
 AA3149;SPC TXSC     - 4,238,000.      955,440.      MT  (+/- 180 meters Scaled)
 AA3149
 AA3149                          SUPERSEDED SURVEY CONTROL
 AA3149
 AA3149  NAVD 88 (04/12/01)   21.966  (m)           72.07   (f) UNKNOWN     1 2
 AA3149
 AA3149.Superseded values are not recommended for survey control.
 AA3149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3149.See file dsdata.txt to determine how the superseded data were derived.
 AA3149
 AA3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP762133(NAD 83)
 AA3149_MARKER: I = METAL ROD
 AA3149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA3149_STAMPING: P 1516 1994
 AA3149_MARK LOGO: NGS   
 AA3149_PROJECTION: FLUSH
 AA3149_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3149+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AA3149_ROD/PIPE-DEPTH: 10.6 meters
 AA3149
 AA3149  HISTORY     - Date     Condition        Report By
 AA3149  HISTORY     - 1994     MONUMENTED       NGS
 AA3149  HISTORY     - 19960204 GOOD             NGS
 AA3149  HISTORY     - 20051015 GOOD             USPSQD
 AA3149
 AA3149                          STATION DESCRIPTION
 AA3149
 AA3149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3149'1.0 KM (0.60 MI) SOUTHERLY ALONG JOHN F.  KENNEDY BOULEVARD FROM THE
 AA3149'JUNCTION OF BELTWAY 8 IN HOUSTON, THENCE 1.3 KM (0.80 MI) EASTERLY
 AA3149'ALONG ALDINE BENDER ROAD, 23.4 M (76.8 FT) SOUTH OF THE CENTER OF THE
 AA3149'EASTBOUND LANES OF THE ROAD, 23.2 M (76.1 FT) EAST OF THE CENTER OF A
 AA3149'CONCRETE ROAD, 17.9 M (58.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AA3149'BOX CULVERT UNDER ALDINE BENDER ROAD, 14.5 M (47.6 FT) SOUTH OF
 AA3149'T-JUNCTION UTILITY POLE NUMBER 407341, 3.5 M (11.5 FT) NORTH OF A
 AA3149'UTILITY POLE WITH 3 GUY CABLES, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE
 AA3149'ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 AA3149'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA3149
 AA3149                          STATION RECOVERY (1996)
 AA3149
 AA3149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA3149'1.3 KM (0.80 MI) EASTERLY ALONG ALDINE BENDER ROAD FROM THE JUNCTION
 AA3149'OF JOHN F.  KENNEDY BOULEVARD IN HUMBLE, 23.4 M (76.8 FT) EAST OF THE
 AA3149'CENTER OF A PAVED ROAD, 17.9 M (58.7 FT) SOUTHWEST OF THE SOUTHWEST
 AA3149'CORNER OF A CULVERT UNDER THE ROAD, 14.5 M (47.6 FT) SOUTH OF
 AA3149'T-JUNCTION UTILITY POLE NUMBER 407341, 3.5 M (11.5 FT) NORTH OF A
 AA3149'UTILITY POLE WITH 3 GUY CABLES, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE
 AA3149'ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 AA3149'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA3149
 AA3149                          STATION RECOVERY (2005)
 AA3149
 AA3149'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AA3149'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0772 ***********************************************************************
 CE0772  DESIGNATION -  P 1517
 CE0772  PID         -  CE0772
 CE0772  STATE/COUNTY-  TX/EL PASO
 CE0772  USGS QUAD   -  YSLETA (1994)
 CE0772
 CE0772                         *CURRENT SURVEY CONTROL
 CE0772  ___________________________________________________________________
 CE0772* NAD 83(1986)-  31 40 30.     (N)    106 19 38.     (W)     SCALED    
 CE0772* NAVD 88     -      1118.265  (meters)    3668.84   (feet)  ADJUSTED  
 CE0772  ___________________________________________________________________
 CE0772  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0772  DYNAMIC HT  -        1116.561 (meters)    3663.25  (feet)  COMP
 CE0772  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 CE0772
 CE0772  VERT ORDER  -  FIRST     CLASS I
 CE0772
 CE0772.The horizontal coordinates were scaled from a topographic map and have
 CE0772.an estimated accuracy of +/- 6 seconds.
 CE0772
 CE0772.The orthometric height was determined by differential leveling
 CE0772.and adjusted by the National Geodetic Survey in November 1996..
 CE0772
 CE0772.The geoid height was determined by GEOID03.
 CE0772
 CE0772.The dynamic height is computed by dividing the NAVD 88
 CE0772.geopotential number by the normal gravity value computed on the
 CE0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0772.degrees latitude (g = 980.6199 gals.).
 CE0772
 CE0772.The modeled gravity was interpolated from observed gravity values.
 CE0772
 CE0772;                    North         East    Units  Estimated Accuracy
 CE0772;SPC TX C     - 3,237,950.      131,930.      MT  (+/- 180 meters Scaled)
 CE0772
 CE0772                          SUPERSEDED SURVEY CONTROL
 CE0772
 CE0772.No superseded survey control is available for this station.
 CE0772
 CE0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR741051(NAD 83)
 CE0772_MARKER: I = METAL ROD
 CE0772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0772_SP_SET: STAINLESS STEEL ROD
 CE0772_STAMPING: P 1517 1993
 CE0772_MARK LOGO: NGS   
 CE0772_PROJECTION: RECESSED 5 CENTIMETERS
 CE0772_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0772+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0772_ROD/PIPE-DEPTH: 23.0 meters
 CE0772
 CE0772  HISTORY     - Date     Condition        Report By
 CE0772  HISTORY     - 1993     MONUMENTED       NGS
 CE0772  HISTORY     - 19990629 GOOD             NGS
 CE0772  HISTORY     - 20050401 GOOD             USPSQD
 CE0772
 CE0772                          STATION DESCRIPTION
 CE0772
 CE0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0772'IN EL PASO, AT THE INTERSECTION OF STATE HIGHWAY LOOP 375 (AMERICAS
 CE0772'AVENUE) AND SOUTH SIDE ROAD, 9.3 M (30.5 FT) SOUTH OF AND LEVEL WITH
 CE0772'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 5.7 M
 CE0772'(18.7 FT) EAST OF THE ROAD CENTER, 2.0 M (6.6 FT) NORTH OF THE
 CE0772'NORTHWEST CORNER OF AN UNDERGROUND CABLE JUNCTION BOX, 1.1 M
 CE0772'(3.6 FT) SOUTHEAST OF A UTILITY POLE, AND 0.4 M (1.3 FT) WEST OF A
 CE0772'WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CE0772'LOGO CAP.
 CE0772
 CE0772                          STATION RECOVERY (1999)
 CE0772
 CE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CE0772'RECOVERED AS DESCRIBED.
 CE0772
 CE0772                          STATION RECOVERY (2005)
 CE0772
 CE0772'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8439 ***********************************************************************
 AC8439  DESIGNATION -  P 1518
 AC8439  PID         -  AC8439
 AC8439  STATE/COUNTY-  TX/NUECES
 AC8439  USGS QUAD   -  PORT ARANSAS (1975)
 AC8439
 AC8439                         *CURRENT SURVEY CONTROL
 AC8439  ___________________________________________________________________
 AC8439* NAD 83(1986)-  27 49 09.     (N)    097 04 27.     (W)     SCALED    
 AC8439* NAVD 88     -         1.393  (meters)       4.57   (feet)  ADJUSTED  
 AC8439  ___________________________________________________________________
 AC8439  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AC8439  DYNAMIC HT  -           1.391 (meters)       4.56  (feet)  COMP
 AC8439  MODELED GRAV-     979,145.8   (mgal)                       NAVD 88
 AC8439
 AC8439  VERT ORDER  -  FIRST     CLASS II
 AC8439
 AC8439.The horizontal coordinates were scaled from a topographic map and have
 AC8439.an estimated accuracy of +/- 6 seconds.
 AC8439
 AC8439.The orthometric height was determined by differential leveling
 AC8439.and adjusted by the National Geodetic Survey in December 1997..
 AC8439
 AC8439.The geoid height was determined by GEOID03.
 AC8439
 AC8439.The dynamic height is computed by dividing the NAVD 88
 AC8439.geopotential number by the normal gravity value computed on the
 AC8439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8439.degrees latitude (g = 980.6199 gals.).
 AC8439
 AC8439.The modeled gravity was interpolated from observed gravity values.
 AC8439
 AC8439;                    North         East    Units  Estimated Accuracy
 AC8439;SPC TX S     - 5,239,280.      440,480.      MT  (+/- 180 meters Scaled)
 AC8439
 AC8439                          SUPERSEDED SURVEY CONTROL
 AC8439
 AC8439.No superseded survey control is available for this station.
 AC8439
 AC8439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR896786(NAD 83)
 AC8439_MARKER: I = METAL ROD
 AC8439_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8439_STAMPING: P 1518 1996
 AC8439_MARK LOGO: NGS   
 AC8439_PROJECTION: FLUSH
 AC8439_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8439+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8439_ROD/PIPE-DEPTH: 21.9 meters
 AC8439_SLEEVE-DEPTH  : 0.9 meters
 AC8439
 AC8439  HISTORY     - Date     Condition        Report By
 AC8439  HISTORY     - 1996     MONUMENTED       NGS
 AC8439  HISTORY     - 20050820 GOOD             USPSQD
 AC8439
 AC8439                          STATION DESCRIPTION
 AC8439
 AC8439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8439'1.4 KM (0.85 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8439'FROM THE POST OFFICE IN PORT ARANSAS, 31.9 M (104.7 FT) SOUTH OF THE
 AC8439'CENTER OF A DRIVEWAY, 18.3 M (60.0 FT) WEST OF THE HIGHWAY CENTER, 2.3
 AC8439'M (7.5 FT) SOUTH OF A UTILITY POLE, 0.5 M (1.6 FT) EAST OF A WITNESS
 AC8439'POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS
 AC8439'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AC8439'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC8439
 AC8439                          STATION RECOVERY (2005)
 AC8439
 AC8439'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8399 ***********************************************************************
 AC8399  DESIGNATION -  P 1519
 AC8399  PID         -  AC8399
 AC8399  STATE/COUNTY-  TX/NUECES
 AC8399  USGS QUAD   -  ESTES (1975)
 AC8399
 AC8399                         *CURRENT SURVEY CONTROL
 AC8399  ___________________________________________________________________
 AC8399* NAD 83(1986)-  27 53 10.     (N)    097 06 24.     (W)     SCALED    
 AC8399* NAVD 88     -         3.747  (meters)      12.29   (feet)  ADJUSTED  
 AC8399  ___________________________________________________________________
 AC8399  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AC8399  DYNAMIC HT  -           3.741 (meters)      12.27  (feet)  COMP
 AC8399  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 AC8399
 AC8399  VERT ORDER  -  FIRST     CLASS II
 AC8399
 AC8399.The horizontal coordinates were scaled from a topographic map and have
 AC8399.an estimated accuracy of +/- 6 seconds.
 AC8399
 AC8399.The orthometric height was determined by differential leveling
 AC8399.and adjusted by the National Geodetic Survey in December 1997..
 AC8399
 AC8399.The geoid height was determined by GEOID03.
 AC8399
 AC8399.The dynamic height is computed by dividing the NAVD 88
 AC8399.geopotential number by the normal gravity value computed on the
 AC8399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8399.degrees latitude (g = 980.6199 gals.).
 AC8399
 AC8399.The modeled gravity was interpolated from observed gravity values.
 AC8399
 AC8399;                    North         East    Units  Estimated Accuracy
 AC8399;SPC TX S     - 5,246,660.      437,190.      MT  (+/- 180 meters Scaled)
 AC8399
 AC8399                          SUPERSEDED SURVEY CONTROL
 AC8399
 AC8399.No superseded survey control is available for this station.
 AC8399
 AC8399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR863860(NAD 83)
 AC8399_MARKER: DV = VERTICAL CONTROL DISK
 AC8399_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8399_SP_SET: BRIDGE ABUTMENT
 AC8399_STAMPING: P 1519 1997
 AC8399_MARK LOGO: NGS   
 AC8399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8399+STABILITY: POSITION/ELEVATION WELL
 AC8399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8399+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8399
 AC8399  HISTORY     - Date     Condition        Report By
 AC8399  HISTORY     - 1997     MONUMENTED       NGS
 AC8399  HISTORY     - 20050430 POOR             USPSQD
 AC8399
 AC8399                          STATION DESCRIPTION
 AC8399
 AC8399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8399'4.8 KM (3.00 MI) EASTERLY ALONG STATE HIGHWAY 361 FROM THE POST OFFICE
 AC8399'IN ARANSAS PASS, IN TOP OF AND 1.0 M (3.3 FT) NORTHEAST OF THE
 AC8399'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT THE HIGHWAY BRIDGE
 AC8399'SPANNING SOUTH BAY, 6.0 M (19.7 FT) SOUTHWEST OF AND LEVEL WITH THE
 AC8399'HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) NORTHWEST OF THE NORTHWEST EDGE
 AC8399'OF A BRIDGE RAIL.
 AC8399
 AC8399                          STATION RECOVERY (2005)
 AC8399
 AC8399'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMR)
 AC8399'MARKER IS HALF COVERED IN PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0113 ***********************************************************************
 CS0113  DESIGNATION -  P 152
 CS0113  PID         -  CS0113
 CS0113  STATE/COUNTY-  TX/KAUFMAN
 CS0113  USGS QUAD   -  KAUFMAN (1963)
 CS0113
 CS0113                         *CURRENT SURVEY CONTROL
 CS0113  ___________________________________________________________________
 CS0113* NAD 83(1986)-  32 35 20.     (N)    096 18 08.     (W)     SCALED    
 CS0113* NAVD 88     -       132.445  (meters)     434.53   (feet)  ADJUSTED  
 CS0113  ___________________________________________________________________
 CS0113  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS0113  DYNAMIC HT  -         132.297 (meters)     434.04  (feet)  COMP
 CS0113  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 CS0113
 CS0113  VERT ORDER  -  SECOND    CLASS 0
 CS0113
 CS0113.The horizontal coordinates were scaled from a topographic map and have
 CS0113.an estimated accuracy of +/- 6 seconds.
 CS0113
 CS0113.The orthometric height was determined by differential leveling
 CS0113.and adjusted by the National Geodetic Survey in June 1991..
 CS0113.WARNING-Repeat measurements at this control monument indicate possible
 CS0113.vertical movement.
 CS0113
 CS0113.The geoid height was determined by GEOID03.
 CS0113
 CS0113.The dynamic height is computed by dividing the NAVD 88
 CS0113.geopotential number by the normal gravity value computed on the
 CS0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0113.degrees latitude (g = 980.6199 gals.).
 CS0113
 CS0113.The modeled gravity was interpolated from observed gravity values.
 CS0113
 CS0113;                    North         East    Units  Estimated Accuracy
 CS0113;SPC TXNC     - 2,104,420.      806,300.      MT  (+/- 180 meters Scaled)
 CS0113
 CS0113                          SUPERSEDED SURVEY CONTROL
 CS0113
 CS0113  NGVD 29 (??/??/92)  132.451  (m)          434.55   (f) ADJ UNCH    2 0
 CS0113
 CS0113.Superseded values are not recommended for survey control.
 CS0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0113.See file dsdata.txt to determine how the superseded data were derived.
 CS0113
 CS0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB532089(NAD 83)
 CS0113_MARKER: DB = BENCH MARK DISK
 CS0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0113_STAMPING: P 152 1933 434.399
 CS0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0113+STABILITY: SURFACE MOTION
 CS0113
 CS0113  HISTORY     - Date     Condition        Report By
 CS0113  HISTORY     - 1933     MONUMENTED       CGS
 CS0113  HISTORY     - 1948     GOOD             NGS
 CS0113
 CS0113                          STATION DESCRIPTION
 CS0113
 CS0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0113'IN KAUFMAN.
 CS0113'AT KAUFMAN, 119.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE TEXAS
 CS0113'AND NEW ORLEANS RAILWAY STATION, 46.6 FEET EAST OF THE EAST RAIL OF
 CS0113'THE MAIN TRACK, 30.0 FEET NORTH OF THE CENTER LINE OF MULBERRY STREET,
 CS0113'12.0 FEET NORTHEAST OF THE NORTH END OF A 24-INCH CORRUGATED IRON
 CS0113'CULVERT, 1.7 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE POST,
 CS0113'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CS0113'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8506 ***********************************************************************
 AC8506  DESIGNATION -  P 1520
 AC8506  PID         -  AC8506
 AC8506  STATE/COUNTY-  TX/NUECES
 AC8506  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8506
 AC8506                         *CURRENT SURVEY CONTROL
 AC8506  ___________________________________________________________________
 AC8506* NAD 83(1986)-  27 46 43.     (N)    097 24 39.     (W)     SCALED    
 AC8506* NAVD 88     -        12.993  (meters)      42.63   (feet)  ADJUSTED  
 AC8506  ___________________________________________________________________
 AC8506  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AC8506  DYNAMIC HT  -          12.973 (meters)      42.56  (feet)  COMP
 AC8506  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 AC8506
 AC8506  VERT ORDER  -  FIRST     CLASS II
 AC8506
 AC8506.The horizontal coordinates were scaled from a topographic map and have
 AC8506.an estimated accuracy of +/- 6 seconds.
 AC8506
 AC8506.The orthometric height was determined by differential leveling
 AC8506.and adjusted by the National Geodetic Survey in December 1997..
 AC8506
 AC8506.The geoid height was determined by GEOID03.
 AC8506
 AC8506.The dynamic height is computed by dividing the NAVD 88
 AC8506.geopotential number by the normal gravity value computed on the
 AC8506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8506.degrees latitude (g = 980.6199 gals.).
 AC8506
 AC8506.The modeled gravity was interpolated from observed gravity values.
 AC8506
 AC8506;                    North         East    Units  Estimated Accuracy
 AC8506;SPC TX S     - 5,234,460.      407,350.      MT  (+/- 180 meters Scaled)
 AC8506
 AC8506                          SUPERSEDED SURVEY CONTROL
 AC8506
 AC8506.No superseded survey control is available for this station.
 AC8506
 AC8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR565736(NAD 83)
 AC8506_MARKER: DV = VERTICAL CONTROL DISK
 AC8506_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8506_SP_SET: PIER
 AC8506_STAMPING: P 1520 1997
 AC8506_MARK LOGO: NGS   
 AC8506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8506+STABILITY: POSITION/ELEVATION WELL
 AC8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8506+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8506
 AC8506  HISTORY     - Date     Condition        Report By
 AC8506  HISTORY     - 1997     MONUMENTED       NGS
 AC8506
 AC8506                          STATION DESCRIPTION
 AC8506
 AC8506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8506'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 286 AND MORGAN
 AC8506'AVENUE, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY OF 4
 AC8506'CONCRETE COLUMNS OF THE 1ST PIER SOUTH OF THE NORTH ABUTMENT OF THE
 AC8506'NORTHBOUND HIGHWAY OVERPASS OF THE AVENUE, 11.2 M (36.7 FT) NORTH OF
 AC8506'THE CENTERLINE OF THE WESTBOUND LANES OF THE AVENUE, 7.4 M (24.3 FT)
 AC8506'EAST OF THE HIGHWAY CENTER, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 AC8506'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0166 ***********************************************************************
 DN0166  DESIGNATION -  P 153
 DN0166  PID         -  DN0166
 DN0166  STATE/COUNTY-  TX/HUNT
 DN0166  USGS QUAD   -  GREENVILLE NE (1963)
 DN0166
 DN0166                         *CURRENT SURVEY CONTROL
 DN0166  ___________________________________________________________________
 DN0166* NAD 83(1986)-  33 08 25.     (N)    096 05 52.     (W)     SCALED    
 DN0166* NAVD 88     -       157.707  (meters)     517.41   (feet)  ADJUSTED  
 DN0166  ___________________________________________________________________
 DN0166  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN0166  DYNAMIC HT  -         157.535 (meters)     516.85  (feet)  COMP
 DN0166  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 DN0166
 DN0166  VERT ORDER  -  SECOND    CLASS 0
 DN0166
 DN0166.The horizontal coordinates were scaled from a topographic map and have
 DN0166.an estimated accuracy of +/- 6 seconds.
 DN0166
 DN0166.The orthometric height was determined by differential leveling
 DN0166.and adjusted by the National Geodetic Survey in June 1991..
 DN0166
 DN0166.The geoid height was determined by GEOID03.
 DN0166
 DN0166.The dynamic height is computed by dividing the NAVD 88
 DN0166.geopotential number by the normal gravity value computed on the
 DN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0166.degrees latitude (g = 980.6199 gals.).
 DN0166
 DN0166.The modeled gravity was interpolated from observed gravity values.
 DN0166
 DN0166;                    North         East    Units  Estimated Accuracy
 DN0166;SPC TXNC     - 2,165,970.      824,090.      MT  (+/- 180 meters Scaled)
 DN0166
 DN0166                          SUPERSEDED SURVEY CONTROL
 DN0166
 DN0166  NGVD 29 (??/??/92)  157.695  (m)          517.37   (f) ADJ UNCH    2 0
 DN0166
 DN0166.Superseded values are not recommended for survey control.
 DN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0166.See file dsdata.txt to determine how the superseded data were derived.
 DN0166
 DN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB707705(NAD 83)
 DN0166_MARKER: DB = BENCH MARK DISK
 DN0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0166_SP_SET: BUILDING
 DN0166_STAMPING: P 153 1933
 DN0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0166
 DN0166  HISTORY     - Date     Condition        Report By
 DN0166  HISTORY     - 1933     MONUMENTED       CGS
 DN0166  HISTORY     - 1959     MARK NOT FOUND   NGS
 DN0166  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0166
 DN0166                          STATION DESCRIPTION
 DN0166
 DN0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0166'IN GREENVILLE.
 DN0166'SOUTHERN PACIFIC DEPOT, IN WEST WALL OF BUILDING, SOUTH SIDE OF WHITE
 DN0166'ENTRANCE, 8 INCHES SOUTH OF COLUMN, 2.5 FEET ABOVE GROUND.  TABLET SET
 DN0166'IN VERTICAL FACE OF BRICK.
 DN0166
 DN0166                          STATION RECOVERY (1959)
 DN0166
 DN0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DN0166'MARK NOT FOUND.
 DN0166
 DN0166                          STATION RECOVERY (1994)
 DN0166
 DN0166'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0566 ***********************************************************************
 DM0566  DESIGNATION -  P 154
 DM0566  PID         -  DM0566
 DM0566  STATE/COUNTY-  TX/LAMAR
 DM0566  USGS QUAD   -  PARIS (1984)
 DM0566
 DM0566                         *CURRENT SURVEY CONTROL
 DM0566  ___________________________________________________________________
 DM0566* NAD 83(1986)-  33 38 14.     (N)    095 34 18.     (W)     SCALED    
 DM0566* NAVD 88     -       158.131  (meters)     518.80   (feet)  ADJUSTED  
 DM0566  ___________________________________________________________________
 DM0566  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM0566  DYNAMIC HT  -         157.965 (meters)     518.26  (feet)  COMP
 DM0566  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 DM0566
 DM0566  VERT ORDER  -  SECOND    CLASS 0
 DM0566
 DM0566.The horizontal coordinates were scaled from a topographic map and have
 DM0566.an estimated accuracy of +/- 6 seconds.
 DM0566
 DM0566.The orthometric height was determined by differential leveling
 DM0566.and adjusted by the National Geodetic Survey in June 1991..
 DM0566
 DM0566.The geoid height was determined by GEOID03.
 DM0566
 DM0566.The dynamic height is computed by dividing the NAVD 88
 DM0566.geopotential number by the normal gravity value computed on the
 DM0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0566.degrees latitude (g = 980.6199 gals.).
 DM0566
 DM0566.The modeled gravity was interpolated from observed gravity values.
 DM0566
 DM0566;                    North         East    Units  Estimated Accuracy
 DM0566;SPC TXNC     - 2,222,310.      871,620.      MT  (+/- 180 meters Scaled)
 DM0566
 DM0566                          SUPERSEDED SURVEY CONTROL
 DM0566
 DM0566  NGVD 29 (??/??/92)  158.112  (m)          518.74   (f) ADJ UNCH    2 0
 DM0566
 DM0566.Superseded values are not recommended for survey control.
 DM0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0566.See file dsdata.txt to determine how the superseded data were derived.
 DM0566
 DM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT614248(NAD 83)
 DM0566_MARKER: DB = BENCH MARK DISK
 DM0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0566_STAMPING: P 154 1933
 DM0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0566+STABILITY: SURFACE MOTION
 DM0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM0566+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DM0566
 DM0566  HISTORY     - Date     Condition        Report By
 DM0566  HISTORY     - 1933     MONUMENTED       CGS
 DM0566  HISTORY     - 1952     GOOD             NGS
 DM0566  HISTORY     - 1977     GOOD             USGS
 DM0566  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0566  HISTORY     - 20050526 GOOD             LOCSUR
 DM0566
 DM0566                          STATION DESCRIPTION
 DM0566
 DM0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0566'1.6 MI S FROM PARIS.
 DM0566'1.6 MILE SOUTH OF, ALONG TEXAS AND NEW ORLEANS RR.  OPPOSITE CATTLE
 DM0566'GUARD NO 122 E.  BETWEEN 10TH AND 11TH TELEGRAPH POSTS SOUTH OF
 DM0566'MILEPOST 123.  ABOUT 28 FEET NORTH OF A RURAL DIRT ROAD CROSSING
 DM0566'RAILROAD.  48 FEET EAST OF TRACK CENTER LINE.  TABLET SET IN TOP OF
 DM0566'CONCRETE POST.  NOTE-- CATTLE GUARD HAS BEEN REMOVED.  MARK IS 10 FT
 DM0566'NORTH OF FENCE CORNER AND 1 FOOT WEST OF FENCE LINE.
 DM0566
 DM0566                          STATION RECOVERY (1952)
 DM0566
 DM0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DM0566'RECOVERED IN GOOD CONDITION.
 DM0566
 DM0566                          STATION RECOVERY (1977)
 DM0566
 DM0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DM0566'PARIS PLAZA, 3 BLOCKS W. TO 4 TH. ST SW. THENCE 1.8 MI. S ALONG 4 TH.
 DM0566'ST. SW. TO INTERSECTION WITH OLD BROOKSTON RD., THENCE 0.5 MI. W.
 DM0566'ALONG OLD BROOKSTON RD. TO ABANDON RAILROAD X-ING, 52 FT. E. OF
 DM0566'X-ING, 24 FT. N. CENTERLINE ROAD, 10 FT. N. FENCE COR., IN R.O.W.
 DM0566'FENCE A STANDARD TABLET, SET IN CONCRETE POST, STAMPED P 154 1933
 DM0566
 DM0566                          STATION RECOVERY (1995)
 DM0566
 DM0566'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0566'MARK NOT FOUND.
 DM0566
 DM0566                          STATION RECOVERY (2005)
 DM0566
 DM0566'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2005 (KKW)
 DM0566'FROM THE INTERSECTION OF SW 13TH ST. AND LOOP 286 GO NORTH ON SW 13TH
 DM0566'ST. FOR 0.28 MI TO THE INTERSECTION OF SW 13TH ST. AND OLD BROOKSTON
 DM0566'RD (NOW CLOSED TO THE PUBLIC).  THEN GO EAST ON OLD BROOKSTON RD 490
 DM0566'FT, THEN GO NORTH 28 FEET TO MARK.  FENCE CORNER AND FENCE AS
 DM0566'REFERENCED IN 1933 AND 1977 ARE STILL VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0450 ***********************************************************************
 DM0450  DESIGNATION -  P 155
 DM0450  PID         -  DM0450
 DM0450  STATE/COUNTY-  TX/RED RIVER
 DM0450  USGS QUAD   -  BOGATA (1964)
 DM0450
 DM0450                         *CURRENT SURVEY CONTROL
 DM0450  ___________________________________________________________________
 DM0450* NAD 83(1986)-  33 28 17.     (N)    095 12 55.     (W)     SCALED    
 DM0450* NAVD 88     -       133.732  (meters)     438.75   (feet)  ADJUSTED  
 DM0450  ___________________________________________________________________
 DM0450  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DM0450  DYNAMIC HT  -         133.591 (meters)     438.29  (feet)  COMP
 DM0450  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 DM0450
 DM0450  VERT ORDER  -  SECOND    CLASS 0
 DM0450
 DM0450.The horizontal coordinates were scaled from a topographic map and have
 DM0450.an estimated accuracy of +/- 6 seconds.
 DM0450
 DM0450.The orthometric height was determined by differential leveling
 DM0450.and adjusted by the National Geodetic Survey in June 1991..
 DM0450
 DM0450.The geoid height was determined by GEOID03.
 DM0450
 DM0450.The dynamic height is computed by dividing the NAVD 88
 DM0450.geopotential number by the normal gravity value computed on the
 DM0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0450.degrees latitude (g = 980.6199 gals.).
 DM0450
 DM0450.The modeled gravity was interpolated from observed gravity values.
 DM0450
 DM0450;                    North         East    Units  Estimated Accuracy
 DM0450;SPC TXNC     - 2,204,900.      905,250.      MT  (+/- 180 meters Scaled)
 DM0450
 DM0450                          SUPERSEDED SURVEY CONTROL
 DM0450
 DM0450  NGVD 29 (??/??/92)  133.731  (m)          438.75   (f) ADJ UNCH    2 0
 DM0450
 DM0450.Superseded values are not recommended for survey control.
 DM0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0450.See file dsdata.txt to determine how the superseded data were derived.
 DM0450
 DM0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT941057(NAD 83)
 DM0450_MARKER: DB = BENCH MARK DISK
 DM0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0450_SP_SET: BUILDING
 DM0450_STAMPING: P 155 1933
 DM0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0450
 DM0450  HISTORY     - Date     Condition        Report By
 DM0450  HISTORY     - 1933     MONUMENTED       CGS
 DM0450  HISTORY     - 1935     GOOD             NGS
 DM0450
 DM0450                          STATION DESCRIPTION
 DM0450
 DM0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0450'3.5 MI E FROM RUGBY.
 DM0450'3.5 MILES EAST OF, ALONG PARIS AND MT. PLEASANT RY.  IN THE TOWN OF
 DM0450'BOGATA, PUBLIC HIGH SCHOOL BUILDING.  6 FEET EAST OF WEST ENTRANCE
 DM0450'FACING WEST HORNER STREET.  4.5 FEET ABOVE GROUND, IN BRICK WALL.
 DM0450'TABLET CEMENTED IN A VERTICAL POSITION.
 DM0450
 DM0450                          STATION RECOVERY (1935)
 DM0450
 DM0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0277 ***********************************************************************
 DM0277  DESIGNATION -  P 156
 DM0277  PID         -  DM0277
 DM0277  STATE/COUNTY-  TX/CAMP
 DM0277  USGS QUAD   -  HARVARD (1963)
 DM0277
 DM0277                         *CURRENT SURVEY CONTROL
 DM0277  ___________________________________________________________________
 DM0277* NAD 83(1993)-  33 01 23.30989(N)    094 58 15.35357(W)     ADJUSTED  
 DM0277* NAVD 88     -       117.915  (meters)     386.86   (feet)  ADJUSTED  
 DM0277  ___________________________________________________________________
 DM0277  X           -    -463,852.427 (meters)                     COMP
 DM0277  Y           -  -5,333,018.615 (meters)                     COMP
 DM0277  Z           -   3,456,160.500 (meters)                     COMP
 DM0277  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DM0277  ELLIP HEIGHT-          91.16  (meters)          (10/24/00) GPS OBS
 DM0277  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0277  DYNAMIC HT  -         117.784 (meters)     386.43  (feet)  COMP
 DM0277  MODELED GRAV-     979,528.9   (mgal)                       NAVD 88
 DM0277
 DM0277  HORZ ORDER  -  FIRST
 DM0277  VERT ORDER  -  SECOND    CLASS 0
 DM0277  ELLP ORDER  -  FOURTH    CLASS II
 DM0277
 DM0277.The horizontal coordinates were established by GPS observations
 DM0277.and adjusted by the National Geodetic Survey in February 1996..
 DM0277
 DM0277.The orthometric height was determined by differential leveling
 DM0277.and adjusted by the National Geodetic Survey in June 1991..
 DM0277.WARNING-GPS observations at this control monument resulted in a GPS
 DM0277.derived orthometric height which differed from the leveled height by
 DM0277.more than one decimeter (0.1 meter).
 DM0277
 DM0277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM0277
 DM0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM0277
 DM0277.The ellipsoidal height was determined by GPS observations
 DM0277.and is referenced to NAD 83.
 DM0277
 DM0277.The geoid height was determined by GEOID03.
 DM0277
 DM0277.The dynamic height is computed by dividing the NAVD 88
 DM0277.geopotential number by the normal gravity value computed on the
 DM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0277.degrees latitude (g = 980.6199 gals.).
 DM0277
 DM0277.The modeled gravity was interpolated from observed gravity values.
 DM0277
 DM0277;                    North         East     Units Scale Factor Converg.
 DM0277;SPC TXNC     - 2,155,955.941   929,612.708   MT  0.99987275   +1 55 29.0
 DM0277;SPC TXNC     - 7,073,332.12  3,049,904.36   sFT  0.99987275   +1 55 29.0
 DM0277;UTM  15      - 3,655,578.332   315,917.010   MT  1.00001783   -1 04 27.9
 DM0277
 DM0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM0277!SPC TXNC     -   0.99998569  x   0.99987275  =   0.99985844
 DM0277!UTM  15      -   0.99998569  x   1.00001783  =   1.00000352
 DM0277
 DM0277                          SUPERSEDED SURVEY CONTROL
 DM0277
 DM0277  ELLIP H (02/20/96)   91.20   (m)                       GP(       ) 1 1
 DM0277  NAD 83(1993)-  33 01 23.31574(N)    094 58 15.35096(W) AD(       ) 3
 DM0277  ELLIP H (02/16/96)   91.24   (m)                       GP(       ) 5 1
 DM0277  NAD 83(1993)-  33 01 23.31889(N)    094 58 15.34739(W) AD(       ) 3
 DM0277  ELLIP H (01/21/93)   91.00   (m)                       GP(       ) 4 2
 DM0277  NAD 83(1986)-  33 01 23.31730(N)    094 58 15.33324(W) AD(       ) 3
 DM0277  NAD 27      -  33 01 22.84588(N)    094 58 14.54219(W) AD(       ) 3
 DM0277  NGVD 29 (??/??/92)  117.929  (m)          386.91   (f) ADJ UNCH    2 0
 DM0277
 DM0277.Superseded values are not recommended for survey control.
 DM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0277.See file dsdata.txt to determine how the superseded data were derived.
 DM0277
 DM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1591755578(NAD 83)
 DM0277_MARKER: DB = BENCH MARK DISK
 DM0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0277_SP_SET: CONCRETE POST
 DM0277_STAMPING: P 156 1933 386.905
 DM0277_MARK LOGO: CGS   
 DM0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0277+STABILITY: SURFACE MOTION
 DM0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM0277+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1994
 DM0277
 DM0277  HISTORY     - Date     Condition        Report By
 DM0277  HISTORY     - 1933     MONUMENTED       CGS
 DM0277  HISTORY     - 1964     GOOD             USGS
 DM0277  HISTORY     - 19871015 GOOD             NGS
 DM0277  HISTORY     - 19880122 GOOD
 DM0277  HISTORY     - 19941128 GOOD             NGS
 DM0277  HISTORY     - 19991014 GOOD             TXDOT
 DM0277
 DM0277                          STATION DESCRIPTION
 DM0277
 DM0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0277'2.0 MI N FROM PITTSBURG.
 DM0277'2 MILES NORTH OF, ALONG ST.LOUIS SOUTHWESTERN RY. TO MT PLEASANT.  6
 DM0277'FEET SOUTH OF 8TH POST SOUTH OF MILEPOST 489.  27 FEET NORTH OF DIRT
 DM0277'ROAD CROSSING TRACK ABOUT 300 FEET WEST OF OLD STATE HIGHWAY NO. 65. 2
 DM0277'FEET FROM FENCE, INSIDE OF R.R. RIGHT OF WAY.  48 FEET WEST OF TRACK
 DM0277'C.L., OPPOSITE CATTLE GUARD.  TABLET SET IN TOP OF CONCRETE POST.
 DM0277
 DM0277                          STATION RECOVERY (1964)
 DM0277
 DM0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0277'RECOVERED IN GOOD CONDITION.
 DM0277
 DM0277                          STATION RECOVERY (1987)
 DM0277
 DM0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DM0277'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTH OF MT. PLEASANT, 3
 DM0277'KM (1.85 MI) NORTH OF PITTSBURG AND IN THE NORTHWEST ANGLE OF
 DM0277'THETRACKS, AT A CROSSING.  OWNERSHIP--SOUTHWESTERN RAILWAYS.
 DM0277'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 DM0277'HIGHWAY 11 IN PITTSBURG.  GO NORTH ON U.S. HIGHWAY 271 FOR 2.7 KM
 DM0277'(1.70 MI) TO A ROAD ON THE LEFT, LEADING NORTHWESTERLY.  TURN LEFT AND
 DM0277'GO NORTHWESTERLY ON THE ROAD FOR 0.5 KM (0.30 MI) TO A ROAD ACROSS
 DM0277'FROM THE FIRST CHURCH OF THE NAZARENE.  TURN LEFT ON THE ROAD FOR
 DM0277'0.2KM (0.10 MI) TO THE RAILROAD TRACKS AND THE STATION.
 DM0277'THE MARK IS SET 14.7 M (48.2 FT) WEST OF THE CENTER OF THE TRACKS,
 DM0277'14.3 M (46.9 FT) NORTH OF THE CENTER OF THE ROAD, 5.1 M (16.7 FT)
 DM0277'NORTHWEST OF A GAS PIPELINE SIGN, 0.5 M (1.6 FT) EAST OF A
 DM0277'HIGHWAYRIGHT-OF-WAY FENCE AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 DM0277'POST.
 DM0277'DESCRIBED BY B.L.L.
 DM0277
 DM0277                          STATION RECOVERY (1988)
 DM0277
 DM0277'RECOVERED 1988
 DM0277'RECOVERED IN GOOD CONDITION.
 DM0277
 DM0277                          STATION RECOVERY (1994)
 DM0277
 DM0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DM0277'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTH OF MT.  PLEASANT, 3
 DM0277'KM (1.85 MI) NORTH OF PITTSBURG, IN BRUSH IN THE NORTHWEST QUADRANT OF
 DM0277'THE JUNCTION OF COUNTY ROAD 2106 AND THE RAILROAD TRACKS, AND IN THE
 DM0277'RAILROAD RIGHT-OF-WAY.  OWNERSHIP--SOUTHWESTERN RAILWAYS.  TO REACH
 DM0277'FROM THE JUNCTION OF U.S.  HIGHWAY 271 AND STATE HIGHWAY 11 IN
 DM0277'PITTSBURG, GO NORTH ON U.S.  HIGHWAY 271 FOR 2.7 KM (1.65 MI) TO A
 DM0277'PAVED COUNTY ROAD (CAMP 2110) ON THE LEFT.  TURN LEFT, NORTHWESTERLY,
 DM0277'ON THE ROAD FOR 0.5 KM (0.30 MI) TO A PAVED COUNTY ROAD (CAMP 2106) ON
 DM0277'THE LEFT ACROSS FROM THE FIRST CHURCH OF THE NAZARENE.  TURN LEFT,
 DM0277'WEST, ON CAMP 2106 FOR 0.2 KM (0.10 MI) TO THE RAILROAD TRACKS AND THE
 DM0277'STATION.  THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE
 DM0277'POST PROJECTING 20 CM.  IT IS SET 13.7 M (44.9 FT) WEST OF THE WEST
 DM0277'RAIL OF THE TRACKS, 14.3 M (46.9 FT) NORTH OF THE CENTER OF THE ROAD
 DM0277'AT MIDPOINT IN THE CURVE, 5.1 M (16.7 FT) NORTHWEST OF A GAS PIPELINE
 DM0277'SIGN, 2.4 M (7.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE
 DM0277'GAURD, 0.5 M (1.6 FT) EAST OF A WOODEN FENCE POST AT THE SOUTH END OF
 DM0277'THE RIGHT-OF-WAY FENCE, AND 0.2 M (0.7 FT) EAST OF A FIBERGLASS
 DM0277'WITNESS POST.  DESCRIBED BY D.G.  AUG
 DM0277
 DM0277                          STATION RECOVERY (1999)
 DM0277
 DM0277'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 DM0277'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0174 ***********************************************************************
 DM0174  DESIGNATION -  P 157
 DM0174  PID         -  DM0174
 DM0174  STATE/COUNTY-  TX/BOWIE
 DM0174  USGS QUAD   -  CORLEY (1970)
 DM0174
 DM0174                         *CURRENT SURVEY CONTROL
 DM0174  ___________________________________________________________________
 DM0174* NAD 83(1986)-  33 18 50.     (N)    094 26 29.     (W)     SCALED    
 DM0174* NAVD 88     -        77.876  (meters)     255.50   (feet)  ADJUSTED  
 DM0174  ___________________________________________________________________
 DM0174  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0174  DYNAMIC HT  -          77.793 (meters)     255.23  (feet)  COMP
 DM0174  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 DM0174
 DM0174  VERT ORDER  -  SECOND    CLASS 0
 DM0174
 DM0174.The horizontal coordinates were scaled from a topographic map and have
 DM0174.an estimated accuracy of +/- 6 seconds.
 DM0174
 DM0174.The orthometric height was determined by differential leveling
 DM0174.and adjusted by the National Geodetic Survey in June 1991..
 DM0174
 DM0174.The geoid height was determined by GEOID03.
 DM0174
 DM0174.The dynamic height is computed by dividing the NAVD 88
 DM0174.geopotential number by the normal gravity value computed on the
 DM0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0174.degrees latitude (g = 980.6199 gals.).
 DM0174
 DM0174.The modeled gravity was interpolated from observed gravity values.
 DM0174
 DM0174;                    North         East    Units  Estimated Accuracy
 DM0174;SPC TXNC     - 2,189,960.      977,800.      MT  (+/- 180 meters Scaled)
 DM0174
 DM0174                          SUPERSEDED SURVEY CONTROL
 DM0174
 DM0174  NGVD 29 (??/??/92)   77.890  (m)          255.54   (f) ADJ UNCH    2 0
 DM0174
 DM0174.Superseded values are not recommended for survey control.
 DM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0174.See file dsdata.txt to determine how the superseded data were derived.
 DM0174
 DM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS658870(NAD 83)
 DM0174_MARKER: DB = BENCH MARK DISK
 DM0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0174_STAMPING: P 157 1934
 DM0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0174+STABILITY: SURFACE MOTION
 DM0174
 DM0174  HISTORY     - Date     Condition        Report By
 DM0174  HISTORY     - 1934     MONUMENTED       CGS
 DM0174  HISTORY     - 1935     GOOD             NGS
 DM0174  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0174
 DM0174                          STATION DESCRIPTION
 DM0174
 DM0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0174'6.0 MI W FROM MAUD.
 DM0174'6.0 MILES WEST OF, ALONG ST.L.-S.W.RY.  IN CARBONDALE.  BETWEEN 5TH
 DM0174'AND 6TH TELEGRAPH POST WEST OF MILEPOST 443.  60 FEET WEST OF OLD
 DM0174'FRAME RR STATION.  40 FEET WEST OF DIRT ROAD CROSSING TRACK.  IN RR
 DM0174'RIGHT OF WAY, 41 FEET SOUTH OF TRACK C.L.  4.5 FEET WEST OF TELEPHONE
 DM0174'POLE.  TABLET SET IN TOP OF CONCRETE PRECAST POST.
 DM0174
 DM0174                          STATION RECOVERY (1935)
 DM0174
 DM0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0174'RECOVERED IN GOOD CONDITION.
 DM0174
 DM0174                          STATION RECOVERY (1997)
 DM0174
 DM0174'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0226 ***********************************************************************
 DM0226  DESIGNATION -  P 158
 DM0226  PID         -  DM0226
 DM0226  STATE/COUNTY-  TX/CASS
 DM0226  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM0226
 DM0226                         *CURRENT SURVEY CONTROL
 DM0226  ___________________________________________________________________
 DM0226* NAD 83(1986)-  33 04 01.     (N)    094 10 53.     (W)     SCALED    
 DM0226* NAVD 88     -        88.910  (meters)     291.70   (feet)  ADJUSTED  
 DM0226  ___________________________________________________________________
 DM0226  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DM0226  DYNAMIC HT  -          88.812 (meters)     291.38  (feet)  COMP
 DM0226  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 DM0226
 DM0226  VERT ORDER  -  SECOND    CLASS 0
 DM0226
 DM0226.The horizontal coordinates were scaled from a topographic map and have
 DM0226.an estimated accuracy of +/- 6 seconds.
 DM0226
 DM0226.The orthometric height was determined by differential leveling
 DM0226.and adjusted by the National Geodetic Survey in June 1991..
 DM0226
 DM0226.The geoid height was determined by GEOID03.
 DM0226
 DM0226.The dynamic height is computed by dividing the NAVD 88
 DM0226.geopotential number by the normal gravity value computed on the
 DM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0226.degrees latitude (g = 980.6199 gals.).
 DM0226
 DM0226.The modeled gravity was interpolated from observed gravity values.
 DM0226
 DM0226;                    North         East    Units  Estimated Accuracy
 DM0226;SPC TXNC     - 2,163,560.    1,003,120.      MT  (+/- 180 meters Scaled)
 DM0226
 DM0226                          SUPERSEDED SURVEY CONTROL
 DM0226
 DM0226  NGVD 29 (??/??/92)   88.942  (m)          291.80   (f) ADJ UNCH    2 0
 DM0226
 DM0226.Superseded values are not recommended for survey control.
 DM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0226.See file dsdata.txt to determine how the superseded data were derived.
 DM0226
 DM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS897593(NAD 83)
 DM0226_MARKER: DB = BENCH MARK DISK
 DM0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0226_STAMPING: 291.804 P 158 1934
 DM0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0226+STABILITY: SURFACE MOTION
 DM0226
 DM0226  HISTORY     - Date     Condition        Report By
 DM0226  HISTORY     - 1934     MONUMENTED       CGS
 DM0226  HISTORY     - 1969     GOOD             USGS
 DM0226  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DM0226  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DM0226
 DM0226                          STATION DESCRIPTION
 DM0226
 DM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0226'3.5 MI S FROM ATLANTA.
 DM0226'ABOUT 3.5 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 DM0226'ATLANTA, CASS COUNTY, ONE POLE NORTH OF MILEPOST 27, AT A ROAD
 DM0226'CROSSING, ABOUT 28 YARDS WEST OF THE CENTER LINE OF THE TRACK, AT THE
 DM0226'NORTHWEST CORNER OF THE RIGHT-OF-WAY FENCE, AND 7 FEET NORTH OF THE
 DM0226'FENCE.  A STANDARD DISK, STAMPED 291.804 P 158 1934 AND SET IN THE TOP
 DM0226'OF A CONCRETE POST.
 DM0226
 DM0226                          STATION RECOVERY (1969)
 DM0226
 DM0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DM0226'ATLANTA, ABOUT 3.5 MILES SOUTH OF THE RAILROAD STATION AT ALONG THE
 DM0226'TEXAS AND PACIFIC RAILWAY. AT A ROAD X-ING. 225 FT WEST OF THE ROAD
 DM0226'AND RR X-ING. 22 FT NORTH OF THE GRADED ROAD. 10 FT NORTH AND 1 FT
 DM0226'EAST OF A FENCE CORNER. IN TOP OF A CONC. POST PROJECTING ABOUT 0.5
 DM0226'FT. A STD. USC AND GS DISK STAMPED 291.804 P 158 1934.
 DM0226
 DM0226                          STATION RECOVERY (1988)
 DM0226
 DM0226'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFA)
 DM0226'MARK NOT FOUND.
 DM0226
 DM0226                          STATION RECOVERY (1990)
 DM0226
 DM0226'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFA)
 DM0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0068 ***********************************************************************
 CR0068  DESIGNATION -  P 159
 CR0068  PID         -  CR0068
 CR0068  STATE/COUNTY-  TX/HARRISON
 CR0068  USGS QUAD   -  MARSHALL EAST (1978)
 CR0068
 CR0068                         *CURRENT SURVEY CONTROL
 CR0068  ___________________________________________________________________
 CR0068* NAD 83(1986)-  32 33 15.     (N)    094 22 20.     (W)     SCALED    
 CR0068* NAVD 88     -       138.721  (meters)     455.12   (feet)  ADJUSTED  
 CR0068  ___________________________________________________________________
 CR0068  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR0068  DYNAMIC HT  -         138.563 (meters)     454.60  (feet)  COMP
 CR0068  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CR0068
 CR0068  VERT ORDER  -  SECOND    CLASS 0
 CR0068
 CR0068.The horizontal coordinates were scaled from a topographic map and have
 CR0068.an estimated accuracy of +/- 6 seconds.
 CR0068
 CR0068.The orthometric height was determined by differential leveling
 CR0068.and adjusted by the National Geodetic Survey in June 1991..
 CR0068
 CR0068.The geoid height was determined by GEOID03.
 CR0068
 CR0068.The dynamic height is computed by dividing the NAVD 88
 CR0068.geopotential number by the normal gravity value computed on the
 CR0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0068.degrees latitude (g = 980.6199 gals.).
 CR0068
 CR0068.The modeled gravity was interpolated from observed gravity values.
 CR0068
 CR0068;                    North         East    Units  Estimated Accuracy
 CR0068;SPC TXNC     - 2,106,030.      987,550.      MT  (+/- 180 meters Scaled)
 CR0068
 CR0068                          SUPERSEDED SURVEY CONTROL
 CR0068
 CR0068  NGVD 29 (??/??/92)  138.754  (m)          455.23   (f) ADJ UNCH    2 0
 CR0068
 CR0068.Superseded values are not recommended for survey control.
 CR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0068.See file dsdata.txt to determine how the superseded data were derived.
 CR0068
 CR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS711026(NAD 83)
 CR0068_MARKER: DB = BENCH MARK DISK
 CR0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0068_STAMPING: P 159 1934
 CR0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0068+STABILITY: SURFACE MOTION
 CR0068
 CR0068  HISTORY     - Date     Condition        Report By
 CR0068  HISTORY     - 1934     MONUMENTED       CGS
 CR0068  HISTORY     - 1935     GOOD             NGS
 CR0068  HISTORY     - 1988     GOOD             USPSQD
 CR0068  HISTORY     - 1990     GOOD             USPSQD
 CR0068  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR0068  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0068
 CR0068                          STATION DESCRIPTION
 CR0068
 CR0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0068'IN MARSHALL.
 CR0068'COLLEGE OF MARSHALL, GROUNDS OF.  AT NORTH GROVE AND EAST RAINY
 CR0068'STREET.  ABOUT 24 FEET SOUTH OF MAIN ENTRANCE STAIRWAY.  24 FEET EAST
 CR0068'OF SOUTHEAST CORNER OF BUILDING.  TABLET SET IN TOP OF CONCRETE POST.
 CR0068
 CR0068                          STATION RECOVERY (1935)
 CR0068
 CR0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0068'RECOVERED IN GOOD CONDITION.
 CR0068
 CR0068                          STATION RECOVERY (1988)
 CR0068
 CR0068'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 CR0068'RECOVERED IN GOOD CONDITION.
 CR0068
 CR0068                          STATION RECOVERY (1990)
 CR0068
 CR0068'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CR0068'RECOVERED IN GOOD CONDITION.
 CR0068
 CR0068                          STATION RECOVERY (1998)
 CR0068
 CR0068'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0068'MARK NOT FOUND.
 CR0068
 CR0068                          STATION RECOVERY (2003)
 CR0068
 CR0068'RECOVERY NOTE BY US POWER SQUADRON 2003 (WDW)
 CR0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0273 ***********************************************************************
 AB0273  DESIGNATION -  P 16
 AB0273  PID         -  AB0273
 AB0273  STATE/COUNTY-  TX/CAMERON
 AB0273  USGS QUAD   -  LOS FRESNOS (1983)
 AB0273
 AB0273                         *CURRENT SURVEY CONTROL
 AB0273  ___________________________________________________________________
 AB0273* NAD 83(1986)-  26 04 18.     (N)    097 28 34.     (W)     SCALED    
 AB0273* NAVD 88     -         6.886  (meters)      22.59   (feet)  POSTED    
 AB0273  ___________________________________________________________________
 AB0273  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 AB0273  DYNAMIC HT  -           6.880 (meters)      22.57  (feet)  COMP
 AB0273  MODELED GRAV-     979,043.3   (mgal)                       NAVD 88
 AB0273
 AB0273  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0273
 AB0273.The horizontal coordinates were scaled from a topographic map and have
 AB0273.an estimated accuracy of +/- 6 seconds.
 AB0273
 AB0273.The orthometric height was determined by differential leveling
 AB0273.and adjusted by the National Geodetic Survey in 1992..
 AB0273.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0273.rate of 3.1 thru 4.0 mm/km.
 AB0273
 AB0273.The geoid height was determined by GEOID03.
 AB0273
 AB0273.The dynamic height is computed by dividing the NAVD 88
 AB0273.geopotential number by the normal gravity value computed on the
 AB0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0273.degrees latitude (g = 980.6199 gals.).
 AB0273
 AB0273.The modeled gravity was interpolated from observed gravity values.
 AB0273
 AB0273;                    North         East    Units  Estimated Accuracy
 AB0273;SPC TX S     - 5,045,290.      402,450.      MT  (+/- 180 meters Scaled)
 AB0273
 AB0273                          SUPERSEDED SURVEY CONTROL
 AB0273
 AB0273  NGVD 29 (??/??/92)    7.00   (m)           23.0    (f) COMPUTED    2 0
 AB0273
 AB0273.Superseded values are not recommended for survey control.
 AB0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0273.See file dsdata.txt to determine how the superseded data were derived.
 AB0273
 AB0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP524845(NAD 83)
 AB0273_MARKER: DD = SURVEY DISK
 AB0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0273_SP_SET: CULVERT
 AB0273_STAMPING: P 16 22.72
 AB0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0273
 AB0273  HISTORY     - Date     Condition        Report By
 AB0273  HISTORY     - UNK      MONUMENTED
 AB0273  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0273  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0273
 AB0273                          STATION DESCRIPTION
 AB0273
 AB0273'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0273'IN LOS FRESNOS.
 AB0273'AT LOS FRESNOS, CAMERON COUNTY, AT THE INTERSECTION OF PAREDES LINE
 AB0273'ROAD AND STATE HIGHWAY 100, 25 FEET NORTH OF AND 1.5 FEET HIGHER THAN
 AB0273'THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF THE CENTERLINE OF THE
 AB0273'ROAD, AT A SMALL CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF
 AB0273'WEST HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED P 16 22.72.
 AB0273'NOTE-- THE CULVERTS IN THIS AREA HAVE EITHER BEEN REMOVED OR REPLACED.
 AB0273
 AB0273                          STATION RECOVERY (1987)
 AB0273
 AB0273'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0175 ***********************************************************************
 CR0175  DESIGNATION -  P 160
 CR0175  PID         -  CR0175
 CR0175  STATE/COUNTY-  TX/GREGG
 CR0175  USGS QUAD   -  KILGORE NW (1971)
 CR0175
 CR0175                         *CURRENT SURVEY CONTROL
 CR0175  ___________________________________________________________________
 CR0175* NAD 83(1986)-  32 22 58.     (N)    094 52 40.     (W)     SCALED    
 CR0175* NAVD 88     -       115.556  (meters)     379.12   (feet)  ADJUSTED  
 CR0175  ___________________________________________________________________
 CR0175  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0175  DYNAMIC HT  -         115.424 (meters)     378.69  (feet)  COMP
 CR0175  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 CR0175
 CR0175  VERT ORDER  -  SECOND    CLASS 0
 CR0175
 CR0175.The horizontal coordinates were scaled from a topographic map and have
 CR0175.an estimated accuracy of +/- 6 seconds.
 CR0175
 CR0175.The orthometric height was determined by differential leveling
 CR0175.and adjusted by the National Geodetic Survey in June 1991..
 CR0175
 CR0175.The geoid height was determined by GEOID03.
 CR0175
 CR0175.The dynamic height is computed by dividing the NAVD 88
 CR0175.geopotential number by the normal gravity value computed on the
 CR0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0175.degrees latitude (g = 980.6199 gals.).
 CR0175
 CR0175.The modeled gravity was interpolated from observed gravity values.
 CR0175
 CR0175;                    North         East    Units  Estimated Accuracy
 CR0175;SPC TXNC     - 2,085,290.      940,760.      MT  (+/- 180 meters Scaled)
 CR0175
 CR0175                          SUPERSEDED SURVEY CONTROL
 CR0175
 CR0175  NGVD 29 (??/??/92)  115.582  (m)          379.21   (f) ADJ UNCH    2 0
 CR0175
 CR0175.Superseded values are not recommended for survey control.
 CR0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0175.See file dsdata.txt to determine how the superseded data were derived.
 CR0175
 CR0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR233844(NAD 83)
 CR0175_MARKER: DB = BENCH MARK DISK
 CR0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0175_SP_SET: FOOTING
 CR0175_STAMPING: P-160 1934
 CR0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0175
 CR0175  HISTORY     - Date     Condition        Report By
 CR0175  HISTORY     - 1934     MONUMENTED       CGS
 CR0175  HISTORY     - 1935     GOOD             NGS
 CR0175  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0175
 CR0175                          STATION DESCRIPTION
 CR0175
 CR0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0175'12.3 MI SW FROM LONGVIEW.
 CR0175'12.3 (ABOUT) SOUTHWEST OF, ALONG I. AND G.N.R.R.  IN KILGORE, .4 MILE
 CR0175'SOUTH OF THE RAILROAD TRACKS, IN BASE OF KILGORE 125-FOOT WATER TOWER,
 CR0175'IN EAST FOOTING, TABLET SET HORIZONTAL IN CONCRETE STAMPED, P-160,
 CR0175'1934.
 CR0175
 CR0175                          STATION RECOVERY (1935)
 CR0175
 CR0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0175'RECOVERED IN GOOD CONDITION.
 CR0175
 CR0175                          STATION RECOVERY (2004)
 CR0175
 CR0175'RECOVERY NOTE BY US POWER SQUADRON 2004 (JBL)
 CR0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0464 ***********************************************************************
 CR0464  DESIGNATION -  P 161
 CR0464  PID         -  CR0464
 CR0464  STATE/COUNTY-  TX/CHEROKEE
 CR0464  USGS QUAD   -  TECULA (1973)
 CR0464
 CR0464                         *CURRENT SURVEY CONTROL
 CR0464  ___________________________________________________________________
 CR0464* NAD 83(1986)-  32 01 07.     (N)    095 12 33.     (W)     SCALED    
 CR0464* NAVD 88     -       124.204  (meters)     407.49   (feet)  ADJUSTED  
 CR0464  ___________________________________________________________________
 CR0464  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0464  DYNAMIC HT  -         124.056 (meters)     407.01  (feet)  COMP
 CR0464  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 CR0464
 CR0464  VERT ORDER  -  SECOND    CLASS 0
 CR0464
 CR0464.The horizontal coordinates were scaled from a topographic map and have
 CR0464.an estimated accuracy of +/- 6 seconds.
 CR0464
 CR0464.The orthometric height was determined by differential leveling
 CR0464.and adjusted by the National Geodetic Survey in June 1991..
 CR0464
 CR0464.The geoid height was determined by GEOID03.
 CR0464
 CR0464.The dynamic height is computed by dividing the NAVD 88
 CR0464.geopotential number by the normal gravity value computed on the
 CR0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0464.degrees latitude (g = 980.6199 gals.).
 CR0464
 CR0464.The modeled gravity was interpolated from observed gravity values.
 CR0464
 CR0464;                    North         East    Units  Estimated Accuracy
 CR0464;SPC TX C     - 3,271,890.    1,183,950.      MT  (+/- 180 meters Scaled)
 CR0464
 CR0464                          SUPERSEDED SURVEY CONTROL
 CR0464
 CR0464  NGVD 29 (??/??/92)  124.237  (m)          407.60   (f) ADJ UNCH    2 0
 CR0464
 CR0464.Superseded values are not recommended for survey control.
 CR0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0464.See file dsdata.txt to determine how the superseded data were derived.
 CR0464
 CR0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR913446(NAD 83)
 CR0464_MARKER: DB = BENCH MARK DISK
 CR0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0464_STAMPING: P-161 1934
 CR0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0464+STABILITY: SURFACE MOTION
 CR0464
 CR0464  HISTORY     - Date     Condition        Report By
 CR0464  HISTORY     - 1934     MONUMENTED       CGS
 CR0464  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0464
 CR0464                          STATION DESCRIPTION
 CR0464
 CR0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0464'6.3 MI NE FROM JACKSONVILLE.
 CR0464'6.3 MILES NORTHEAST OF, ALONG I. AND G.N.R.R. AT TACULA, .3 MILES
 CR0464'NORTHEAST OF STATION, 105 FEET SOUTHEAST OF ROAD PARALLELING TRACKS,
 CR0464'50 FEET SOUTHWEST OF FENCE RUNNING TO CATTLE GUARD, 40 FEET SOUTHEAST
 CR0464'OF MAIN LINE TRACK AND 2 FEET NORTHWEST OF RIGHT OF WAY FENCE. TABLET
 CR0464'SET IN PRECASTED POST STAMPED, P-161, 1934.
 CR0464
 CR0464                          STATION RECOVERY (1973)
 CR0464
 CR0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0514 ***********************************************************************
 CR0514  DESIGNATION -  P 162
 CR0514  PID         -  CR0514
 CR0514  STATE/COUNTY-  TX/HENDERSON
 CR0514  USGS QUAD   -  LA RUE (1984)
 CR0514
 CR0514                         *CURRENT SURVEY CONTROL
 CR0514  ___________________________________________________________________
 CR0514* NAD 83(1986)-  32 05 04.     (N)    095 38 14.     (W)     SCALED    
 CR0514* NAVD 88     -       132.910  (meters)     436.06   (feet)  ADJUSTED  
 CR0514  ___________________________________________________________________
 CR0514  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CR0514  DYNAMIC HT  -         132.753 (meters)     435.54  (feet)  COMP
 CR0514  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 CR0514
 CR0514  VERT ORDER  -  SECOND    CLASS 0
 CR0514
 CR0514.The horizontal coordinates were scaled from a topographic map and have
 CR0514.an estimated accuracy of +/- 6 seconds.
 CR0514
 CR0514.The orthometric height was determined by differential leveling
 CR0514.and adjusted by the National Geodetic Survey in June 1991..
 CR0514
 CR0514.The geoid height was determined by GEOID03.
 CR0514
 CR0514.The dynamic height is computed by dividing the NAVD 88
 CR0514.geopotential number by the normal gravity value computed on the
 CR0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0514.degrees latitude (g = 980.6199 gals.).
 CR0514
 CR0514.The modeled gravity was interpolated from observed gravity values.
 CR0514
 CR0514;                    North         East    Units  Estimated Accuracy
 CR0514;SPC TXNC     - 2,050,010.      870,240.      MT  (+/- 180 meters Scaled)
 CR0514
 CR0514                          SUPERSEDED SURVEY CONTROL
 CR0514
 CR0514  NGVD 29 (??/??/92)  132.930  (m)          436.12   (f) ADJ UNCH    2 0
 CR0514
 CR0514.Superseded values are not recommended for survey control.
 CR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0514.See file dsdata.txt to determine how the superseded data were derived.
 CR0514
 CR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR510528(NAD 83)
 CR0514_MARKER: DB = BENCH MARK DISK
 CR0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0514_STAMPING: P-162 1934
 CR0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0514+STABILITY: SURFACE MOTION
 CR0514
 CR0514  HISTORY     - Date     Condition        Report By
 CR0514  HISTORY     - 1934     MONUMENTED       CGS
 CR0514
 CR0514                          STATION DESCRIPTION
 CR0514
 CR0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0514'16.7 MI SE FROM ATHENS.
 CR0514'16.7 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  510 FEET WEST OF
 CR0514'TRESTLEMARKED 226 A, 265 FEET EAST OF CULVERT MARKED 226 B, 44 FEET
 CR0514'NORTH OF TRACK AND 1 FOOT SOUTH OF RIGHT OF WAY FENCE.  TABLET SET IN
 CR0514'PRECASTED POST STAMPED, P-162, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0527 ***********************************************************************
 BL0527  DESIGNATION -  P 163
 BL0527  PID         -  BL0527
 BL0527  STATE/COUNTY-  TX/POLK
 BL0527  USGS QUAD   -  CORRIGAN (1984)
 BL0527
 BL0527                         *CURRENT SURVEY CONTROL
 BL0527  ___________________________________________________________________
 BL0527* NAD 83(1986)-  30 59 52.     (N)    094 49 47.     (W)     SCALED    
 BL0527* NAVD 88     -        74.31   (+/-2cm)     243.8    (feet)  VERTCON   
 BL0527  ___________________________________________________________________
 BL0527  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0527
 BL0527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0527
 BL0527.The horizontal coordinates were scaled from a topographic map and have
 BL0527.an estimated accuracy of +/- 6 seconds.
 BL0527
 BL0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0527.The vertical order pertains to the NGVD 29 superseded value.
 BL0527
 BL0527.The geoid height was determined by GEOID03.
 BL0527
 BL0527;                    North         East    Units  Estimated Accuracy
 BL0527;SPC TX C     - 3,160,560.    1,225,350.      MT  (+/- 180 meters Scaled)
 BL0527
 BL0527                          SUPERSEDED SURVEY CONTROL
 BL0527
 BL0527  NGVD 29 (??/??/92)   74.330  (m)          243.86   (f) ADJ UNCH    2 0
 BL0527
 BL0527.Superseded values are not recommended for survey control.
 BL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0527.See file dsdata.txt to determine how the superseded data were derived.
 BL0527
 BL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ253307(NAD 83)
 BL0527_MARKER: DB = BENCH MARK DISK
 BL0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0527_SP_SET: BASE
 BL0527_STAMPING: P 163 1934 243.996
 BL0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0527+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 BL0527
 BL0527  HISTORY     - Date     Condition        Report By
 BL0527  HISTORY     - 1934     MONUMENTED       CGS
 BL0527  HISTORY     - 1977     GOOD             USGS
 BL0527  HISTORY     - 1990     GOOD             USPSQD
 BL0527  HISTORY     - 19970426 GOOD             USPSQD
 BL0527  HISTORY     - 20040604 GOOD             USPSQD
 BL0527  HISTORY     - 20050709 GOOD             USPSQD
 BL0527
 BL0527                          STATION DESCRIPTION
 BL0527
 BL0527'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BL0527'IN CORRIGAN.
 BL0527'AT CORRIGAN, 0.15 MI. WEST ALONG A STREET (SAME STREET AS PRESENT
 BL0527'WATER TOWER IS LOCATED ON) FROM THE RAILROAD.  31.0 FEET N. OF THE
 BL0527'CENTERLINE OF THE STREET.  1.4 FEET WEST OF THE SOUTH WEST CORNER OF A
 BL0527'BUILDING AND 4.2 FEET.  NORTH.  IT IS UNDER A SHELTER ROOF, AND SEWER
 BL0527'PIPE HAS BEEN PLACED ON TOP OF IT.  THE BUILDING IS OWNED BY THE CITY
 BL0527'WATER AND SEWER.  A STANDARD TABLET SET IN THE TOP OF THE SE. CORNER
 BL0527'OF THE S.E. BASE OF THE OLD CITY WATER TANK.  1.0 FEET ABOVE GROUND.
 BL0527
 BL0527                          STATION RECOVERY (1990)
 BL0527
 BL0527'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL0527'RECOVERED IN GOOD CONDITION.
 BL0527
 BL0527                          STATION RECOVERY (1997)
 BL0527
 BL0527'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0527'RECOVERED IN GOOD CONDITION.
 BL0527
 BL0527                          STATION RECOVERY (2004)
 BL0527
 BL0527'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0527'RECOVERED IN GOOD CONDITION.
 BL0527
 BL0527                          STATION RECOVERY (2005)
 BL0527
 BL0527'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0890 ***********************************************************************
 BL0890  DESIGNATION -  P 164
 BL0890  PID         -  BL0890
 BL0890  STATE/COUNTY-  TX/POLK
 BL0890  USGS QUAD   -  BLANCHARD (1972)
 BL0890
 BL0890                         *CURRENT SURVEY CONTROL
 BL0890  ___________________________________________________________________
 BL0890* NAD 83(1986)-  30 44 18.     (N)    095 02 58.     (W)     SCALED    
 BL0890* NAVD 88     -        41.47   (+/-2cm)     136.1    (feet)  VERTCON   
 BL0890  ___________________________________________________________________
 BL0890  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL0890
 BL0890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0890
 BL0890.The horizontal coordinates were scaled from a topographic map and have
 BL0890.an estimated accuracy of +/- 6 seconds.
 BL0890
 BL0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0890.The vertical order pertains to the NGVD 29 superseded value.
 BL0890
 BL0890.The geoid height was determined by GEOID03.
 BL0890
 BL0890;                    North         East    Units  Estimated Accuracy
 BL0890;SPC TX C     - 3,130,810.    1,205,760.      MT  (+/- 180 meters Scaled)
 BL0890
 BL0890                          SUPERSEDED SURVEY CONTROL
 BL0890
 BL0890  NGVD 29 (??/??/92)   41.488  (m)          136.12   (f) ADJ UNCH    2 0
 BL0890
 BL0890.Superseded values are not recommended for survey control.
 BL0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0890.See file dsdata.txt to determine how the superseded data were derived.
 BL0890
 BL0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ037023(NAD 83)
 BL0890_MARKER: DB = BENCH MARK DISK
 BL0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0890_STAMPING: P 164 1934
 BL0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0890+STABILITY: SURFACE MOTION
 BL0890
 BL0890  HISTORY     - Date     Condition        Report By
 BL0890  HISTORY     - 1934     MONUMENTED       CGS
 BL0890  HISTORY     - 1960     GOOD             USGS
 BL0890  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0890
 BL0890                          STATION DESCRIPTION
 BL0890
 BL0890'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BL0890'IN BLANCHARD.
 BL0890'AT BLANCHARD, 370 FEET EAST OF THE GENERAL STORE, 60 FEET NORTHEAST OF
 BL0890'AN OLD RAILROAD GRADE OF A DISMANTLED TRACK OF THE WACO, BEAUMONT,
 BL0890'TRINITY AND SABINE R RAILROAD, IN LINE WITH THE SOUTH EDGE OF A SMALL
 BL0890'POND, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0890'GROUND.
 BL0890
 BL0890                          STATION RECOVERY (1997)
 BL0890
 BL0890'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0046 ***********************************************************************
 BL0046  DESIGNATION -  P 165
 BL0046  PID         -  BL0046
 BL0046  STATE/COUNTY-  TX/TYLER
 BL0046  USGS QUAD   -  BIRDWELL LAKE (1984)
 BL0046
 BL0046                         *CURRENT SURVEY CONTROL
 BL0046  ___________________________________________________________________
 BL0046* NAD 83(1986)-  30 46 47.     (N)    094 16 46.     (W)     SCALED    
 BL0046* NAVD 88     -        84.57   (+/-2cm)     277.5    (feet)  VERTCON   
 BL0046  ___________________________________________________________________
 BL0046  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BL0046
 BL0046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0046
 BL0046.The horizontal coordinates were scaled from a topographic map and have
 BL0046.an estimated accuracy of +/- 6 seconds.
 BL0046
 BL0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0046.The vertical order pertains to the NGVD 29 superseded value.
 BL0046
 BL0046.The geoid height was determined by GEOID03.
 BL0046
 BL0046;                    North         East    Units  Estimated Accuracy
 BL0046;SPC TX C     - 3,139,150.    1,279,150.      MT  (+/- 180 meters Scaled)
 BL0046
 BL0046                          SUPERSEDED SURVEY CONTROL
 BL0046
 BL0046  NGVD 29 (??/??/92)   84.562  (m)          277.43   (f) ADJ UNCH    2 0
 BL0046
 BL0046.Superseded values are not recommended for survey control.
 BL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0046.See file dsdata.txt to determine how the superseded data were derived.
 BL0046
 BL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ775058(NAD 83)
 BL0046_MARKER: DB = BENCH MARK DISK
 BL0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0046_STAMPING: P 165 1934
 BL0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0046+STABILITY: SURFACE MOTION
 BL0046
 BL0046  HISTORY     - Date     Condition        Report By
 BL0046  HISTORY     - 1934     MONUMENTED       CGS
 BL0046  HISTORY     - 1934     GOOD             NGS
 BL0046
 BL0046                          STATION DESCRIPTION
 BL0046
 BL0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0046'8.3 MI E FROM WOODVILLE.
 BL0046'8.3 MILES EAST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM WOODVILLE,
 BL0046'TYLER COUNTY, 75 FEET NORTH OF THE CENTERLINE OF THE TERMINAL OF A
 BL0046'SPUR TRACK, 48 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, AND 3
 BL0046'FEET WEST OF THE NORTHEAST CORNER OF THE L. E. BEST PROPERTY.  A
 BL0046'STANDARD DISK, STAMPED P 165 1934 AND SET IN THE TOP OF A CONCRETE
 BL0046'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1319 ***********************************************************************
 BL1319  DESIGNATION -  P 166
 BL1319  PID         -  BL1319
 BL1319  STATE/COUNTY-  TX/SAN JACINTO
 BL1319  USGS QUAD   -  WESTCOTT (1976)
 BL1319
 BL1319                         *CURRENT SURVEY CONTROL
 BL1319  ___________________________________________________________________
 BL1319* NAD 83(1986)-  30 26 35.     (N)    095 01 50.     (W)     SCALED    
 BL1319* NAVD 88     -        52.58   (+/-2cm)     172.5    (feet)  VERTCON   
 BL1319  ___________________________________________________________________
 BL1319  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL1319
 BL1319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1319
 BL1319.The horizontal coordinates were scaled from a topographic map and have
 BL1319.an estimated accuracy of +/- 6 seconds.
 BL1319
 BL1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1319.The vertical order pertains to the NGVD 29 superseded value.
 BL1319
 BL1319.The geoid height was determined by GEOID03.
 BL1319
 BL1319;                    North         East    Units  Estimated Accuracy
 BL1319;SPC TX C     - 3,098,210.    1,209,130.      MT  (+/- 180 meters Scaled)
 BL1319
 BL1319                          SUPERSEDED SURVEY CONTROL
 BL1319
 BL1319  NGVD 29 (??/??/92)   52.586  (m)          172.53   (f) ADJ UNCH    2 0
 BL1319
 BL1319.Superseded values are not recommended for survey control.
 BL1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1319.See file dsdata.txt to determine how the superseded data were derived.
 BL1319
 BL1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP050696(NAD 83)
 BL1319_MARKER: DB = BENCH MARK DISK
 BL1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1319_STAMPING: 172.657 P 166 1934
 BL1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1319+STABILITY: SURFACE MOTION
 BL1319
 BL1319  HISTORY     - Date     Condition        Report By
 BL1319  HISTORY     - 1934     MONUMENTED       CGS
 BL1319  HISTORY     - 1943     GOOD             NGS
 BL1319
 BL1319                          STATION DESCRIPTION
 BL1319
 BL1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BL1319'4.3 MI S FROM SHEPHERD.
 BL1319'4.3 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL1319'SHEPHERD, SAN JACINTO COUNTY, 18 FEET WEST OF MILEPOST 51, 43 FEET
 BL1319'WEST OF THE TRACK, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A
 BL1319'STANDARD DISK, STAMPED 172.657 P 166 1934 AND SET IN THE TOP OF A
 BL1319'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0465 ***********************************************************************
 BL0465  DESIGNATION -  P 167
 BL0465  PID         -  BL0465
 BL0465  STATE/COUNTY-  TX/LIBERTY
 BL0465  USGS QUAD   -  HARDIN (1984)
 BL0465
 BL0465                         *CURRENT SURVEY CONTROL
 BL0465  ___________________________________________________________________
 BL0465* NAD 83(1986)-  30 12 41.     (N)    094 44 40.     (W)     SCALED    
 BL0465* NAVD 88     -        28.83   (+/-2cm)      94.6    (feet)  VERTCON   
 BL0465  ___________________________________________________________________
 BL0465  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0465
 BL0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0465
 BL0465.The horizontal coordinates were scaled from a topographic map and have
 BL0465.an estimated accuracy of +/- 6 seconds.
 BL0465
 BL0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0465.The vertical order pertains to the NGVD 29 superseded value.
 BL0465
 BL0465.The geoid height was determined by GEOID03.
 BL0465
 BL0465;                    North         East    Units  Estimated Accuracy
 BL0465;SPC TX C     - 3,073,900.    1,237,870.      MT  (+/- 180 meters Scaled)
 BL0465
 BL0465                          SUPERSEDED SURVEY CONTROL
 BL0465
 BL0465  NGVD 29 (??/??/92)   28.836  (m)           94.61   (f) ADJ UNCH    2 0
 BL0465
 BL0465.Superseded values are not recommended for survey control.
 BL0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0465.See file dsdata.txt to determine how the superseded data were derived.
 BL0465
 BL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP320434(NAD 83)
 BL0465_MARKER: DB = BENCH MARK DISK
 BL0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0465_SP_SET: CULVERT
 BL0465_STAMPING: 94.734 P 167 1934
 BL0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0465
 BL0465  HISTORY     - Date     Condition        Report By
 BL0465  HISTORY     - 1934     MONUMENTED       CGS
 BL0465  HISTORY     - 1935     GOOD             NGS
 BL0465  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL0465
 BL0465                          STATION DESCRIPTION
 BL0465
 BL0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0465'12.4 MI N FROM LIBERTY.
 BL0465'12.4 MILES NORTH ALONG STATE HIGHWAY 146 FROM LIBERTY, LIBERTY COUNTY,
 BL0465'AT A CULVERT ON A SIDE ROAD, IN THE TOP OF THE EAST HEADWALL, AND 40
 BL0465'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 BL0465'94.734 P 167 1934.
 BL0465
 BL0465                          STATION RECOVERY (2005)
 BL0465
 BL0465'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0225 ***********************************************************************
 CD0225  DESIGNATION -  P 17
 CD0225  PID         -  CD0225
 CD0225  STATE/COUNTY-  TX/HUDSPETH
 CD0225  USGS QUAD   -  HACKETT PEAK (1964)
 CD0225
 CD0225                         *CURRENT SURVEY CONTROL
 CD0225  ___________________________________________________________________
 CD0225* NAD 83(1986)-  31 04 24.     (N)    104 59 09.     (W)     SCALED    
 CD0225* NAVD 88     -      1385.371  (meters)    4545.17   (feet)  POSTED    
 CD0225  ___________________________________________________________________
 CD0225  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0225  DYNAMIC HT  -        1383.150 (meters)    4537.88  (feet)  COMP
 CD0225  MODELED GRAV-     978,992.0   (mgal)                       NAVD 88
 CD0225
 CD0225  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CD0225
 CD0225.The horizontal coordinates were scaled from a topographic map and have
 CD0225.an estimated accuracy of +/- 6 seconds.
 CD0225
 CD0225.The orthometric height was determined by differential leveling
 CD0225.and adjusted by the National Geodetic Survey in 1992..
 CD0225.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CD0225.rate of 1.1 thru 2.0 mm/km.
 CD0225
 CD0225.The geoid height was determined by GEOID03.
 CD0225
 CD0225.The dynamic height is computed by dividing the NAVD 88
 CD0225.geopotential number by the normal gravity value computed on the
 CD0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0225.degrees latitude (g = 980.6199 gals.).
 CD0225
 CD0225.The modeled gravity was interpolated from observed gravity values.
 CD0225
 CD0225;                    North         East    Units  Estimated Accuracy
 CD0225;SPC TX C     - 3,165,220.      256,190.      MT  (+/- 180 meters Scaled)
 CD0225
 CD0225                          SUPERSEDED SURVEY CONTROL
 CD0225
 CD0225.No superseded survey control is available for this station.
 CD0225
 CD0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ013377(NAD 83)
 CD0225_MARKER: Q = CHISELED SQUARE
 CD0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0225+STABILITY: SURFACE MOTION
 CD0225
 CD0225  HISTORY     - Date     Condition        Report By
 CD0225  HISTORY     - UNK      MONUMENTED       CGS
 CD0225  HISTORY     - 1956     MARK NOT FOUND   NGS
 CD0225
 CD0225                          STATION DESCRIPTION
 CD0225
 CD0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0225'1.0 MI E FROM ALLAMORE.
 CD0225'1.0 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM ALLAMORE,
 CD0225'HUDSPETH COUNTY, 13 POLES WEST OF MILEPOST 745, 45 FEET NORTH OF THE
 CD0225'CENTER LINE OF THE TRACK, AND 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 CD0225'THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A CONCRETE POST LETTERED
 CD0225'USBM AND PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- IT HAS PROBABLY BEEN
 CD0225'COVERED OVER DURING HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1522 ***********************************************************************
 AN1522  DESIGNATION -  P 175
 AN1522  PID         -  AN1522
 AN1522  STATE/COUNTY-  TX/SAN PATRICIO
 AN1522  USGS QUAD   -  SINTON WEST (1979)
 AN1522
 AN1522                         *CURRENT SURVEY CONTROL
 AN1522  ___________________________________________________________________
 AN1522* NAD 83(1986)-  28 02 26.     (N)    097 32 36.     (W)     SCALED    
 AN1522* NAVD 88     -        14.454  (meters)      47.42   (feet)  ADJUSTED  
 AN1522  ___________________________________________________________________
 AN1522  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1522  DYNAMIC HT  -          14.432 (meters)      47.35  (feet)  COMP
 AN1522  MODELED GRAV-     979,132.9   (mgal)                       NAVD 88
 AN1522
 AN1522  VERT ORDER  -  FIRST     CLASS II
 AN1522
 AN1522.This mark is at San Patricio Co (T69) Airport (T69)
 AN1522
 AN1522.The horizontal coordinates were scaled from a topographic map and have
 AN1522.an estimated accuracy of +/- 6 seconds.
 AN1522
 AN1522.The orthometric height was determined by differential leveling
 AN1522.and adjusted by the National Geodetic Survey in June 1991..
 AN1522
 AN1522.The geoid height was determined by GEOID03.
 AN1522
 AN1522.The dynamic height is computed by dividing the NAVD 88
 AN1522.geopotential number by the normal gravity value computed on the
 AN1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1522.degrees latitude (g = 980.6199 gals.).
 AN1522
 AN1522.The modeled gravity was interpolated from observed gravity values.
 AN1522
 AN1522;                    North         East    Units  Estimated Accuracy
 AN1522;SPC TX S     - 5,263,380.      394,070.      MT  (+/- 180 meters Scaled)
 AN1522
 AN1522                          SUPERSEDED SURVEY CONTROL
 AN1522
 AN1522  NGVD 29 (??/??/92)   14.62   (m)           48.0    (f) COMPUTED    1 2
 AN1522
 AN1522.Superseded values are not recommended for survey control.
 AN1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1522.See file dsdata.txt to determine how the superseded data were derived.
 AN1522
 AN1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS431025(NAD 83)
 AN1522_MARKER: DB = BENCH MARK DISK
 AN1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1522_STAMPING: P 175 1950
 AN1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1522+STABILITY: SURFACE MOTION
 AN1522
 AN1522  HISTORY     - Date     Condition        Report By
 AN1522  HISTORY     - 1950     MONUMENTED       CGS
 AN1522  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1522  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1522
 AN1522                          STATION DESCRIPTION
 AN1522
 AN1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN1522'1.9 MI NW FROM SINTON.
 AN1522'0.15 MILE WEST ALONG U.S. HIGHWAYS 77 AND 181 FROM THE COURTHOUSE AT
 AN1522'SINTON, THENCE 1.75 MILES NORTHWEST ALONG FARM ROAD 630, AT THE
 AN1522'COMMUNITY AIRPORT, 300 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AN1522'HANGAR, 167 FEET SOUTHWEST OF A FENCE CORNER, 72 FEET NORTH OF THE
 AN1522'CENTER LINE OF AN EAST AND WEST ROAD THROUGH THE AIRPORT, 2 FEET SOUTH
 AN1522'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AN1522'0.1 FOOT ABOVE THE GROUND.
 AN1522
 AN1522                          STATION RECOVERY (1975)
 AN1522
 AN1522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1522'MARK NOT FOUND.
 AN1522
 AN1522                          STATION RECOVERY (1995)
 AN1522
 AN1522'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0013 ***********************************************************************
 AH0013  DESIGNATION -  P 176
 AH0013  PID         -  AH0013
 AH0013  STATE/COUNTY-  TX/NUECES
 AH0013  USGS QUAD   -  ODEM (1975)
 AH0013
 AH0013                         *CURRENT SURVEY CONTROL
 AH0013  ___________________________________________________________________
 AH0013* NAD 83(1986)-  27 52 37.     (N)    097 37 25.     (W)     SCALED    
 AH0013* NAVD 88     -         6.596  (meters)      21.64   (feet)  ADJUSTED  
 AH0013  ___________________________________________________________________
 AH0013  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH0013  DYNAMIC HT  -           6.586 (meters)      21.61  (feet)  COMP
 AH0013  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 AH0013
 AH0013  VERT ORDER  -  FIRST     CLASS I
 AH0013
 AH0013.The horizontal coordinates were scaled from a topographic map and have
 AH0013.an estimated accuracy of +/- 6 seconds.
 AH0013
 AH0013.The orthometric height was determined by differential leveling
 AH0013.and adjusted by the National Geodetic Survey in June 1991..
 AH0013
 AH0013.The geoid height was determined by GEOID03.
 AH0013
 AH0013.The dynamic height is computed by dividing the NAVD 88
 AH0013.geopotential number by the normal gravity value computed on the
 AH0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0013.degrees latitude (g = 980.6199 gals.).
 AH0013
 AH0013.The modeled gravity was interpolated from observed gravity values.
 AH0013
 AH0013;                    North         East    Units  Estimated Accuracy
 AH0013;SPC TX S     - 5,245,190.      386,300.      MT  (+/- 180 meters Scaled)
 AH0013
 AH0013                          SUPERSEDED SURVEY CONTROL
 AH0013
 AH0013  NGVD 29 (??/??/92)    6.747  (m)           22.14   (f) ADJ UNCH    1 1
 AH0013
 AH0013.Superseded values are not recommended for survey control.
 AH0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0013.See file dsdata.txt to determine how the superseded data were derived.
 AH0013
 AH0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR354843(NAD 83)
 AH0013_MARKER: DB = BENCH MARK DISK
 AH0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0013_SP_SET: UNDERPASS
 AH0013_STAMPING: P 176 1950
 AH0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0013
 AH0013  HISTORY     - Date     Condition        Report By
 AH0013  HISTORY     - 1950     MONUMENTED       CGS
 AH0013  HISTORY     - 1978     GOOD             NGS
 AH0013
 AH0013                          STATION DESCRIPTION
 AH0013
 AH0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0013'0.7 MI N FROM CALALLEN.
 AH0013'0.7 MILE NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0013'FROM THE STATION AT CALALLEN, 11 FEET EAST OF THE EAST RAIL, 4 FEET
 AH0013'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE
 AH0013'EAST HEADWALL OF A SMALL UNDERPASS FOR A PRIVATE ROAD.  NOTE-- NOW THE
 AH0013'SOUTHERN PACIFIC LINES.
 AH0013
 AH0013                          STATION RECOVERY (1978)
 AH0013
 AH0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0981 ***********************************************************************
 AB0981  DESIGNATION -  P 177
 AB0981  PID         -  AB0981
 AB0981  STATE/COUNTY-  TX/KENEDY
 AB0981  USGS QUAD   -  RUDOLPH (1982)
 AB0981
 AB0981                         *CURRENT SURVEY CONTROL
 AB0981  ___________________________________________________________________
 AB0981* NAD 83(1986)-  26 41 29.     (N)    097 46 09.     (W)     SCALED    
 AB0981* NAVD 88     -         7.724  (meters)      25.34   (feet)  ADJUSTED  
 AB0981  ___________________________________________________________________
 AB0981  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AB0981  DYNAMIC HT  -           7.711 (meters)      25.30  (feet)  COMP
 AB0981  MODELED GRAV-     979,061.6   (mgal)                       NAVD 88
 AB0981
 AB0981  VERT ORDER  -  FIRST     CLASS II
 AB0981
 AB0981.The horizontal coordinates were scaled from a topographic map and have
 AB0981.an estimated accuracy of +/- 6 seconds.
 AB0981
 AB0981.The orthometric height was determined by differential leveling
 AB0981.and adjusted by the National Geodetic Survey in June 1991..
 AB0981.WARNING-Repeat measurements at this control monument indicate possible
 AB0981.vertical movement.
 AB0981
 AB0981.The geoid height was determined by GEOID03.
 AB0981
 AB0981.The dynamic height is computed by dividing the NAVD 88
 AB0981.geopotential number by the normal gravity value computed on the
 AB0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0981.degrees latitude (g = 980.6199 gals.).
 AB0981
 AB0981.The modeled gravity was interpolated from observed gravity values.
 AB0981
 AB0981;                    North         East    Units  Estimated Accuracy
 AB0981;SPC TX S     - 5,113,740.      372,730.      MT  (+/- 180 meters Scaled)
 AB0981
 AB0981                          SUPERSEDED SURVEY CONTROL
 AB0981
 AB0981.No superseded survey control is available for this station.
 AB0981
 AB0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ224528(NAD 83)
 AB0981_MARKER: DB = BENCH MARK DISK
 AB0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0981_STAMPING: P 177 1951
 AB0981_MARK LOGO: CGS   
 AB0981_PROJECTION: PROJECTING 9 CENTIMETERS
 AB0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0981+STABILITY: SURFACE MOTION
 AB0981
 AB0981  HISTORY     - Date     Condition        Report By
 AB0981  HISTORY     - 1951     MONUMENTED       CGS
 AB0981  HISTORY     - 1981     GOOD             NGS
 AB0981  HISTORY     - 1987     GOOD             USPSQD
 AB0981  HISTORY     - 1988     GOOD             USPSQD
 AB0981  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0981
 AB0981                          STATION DESCRIPTION
 AB0981
 AB0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0981'5.5 MI S FROM NORIAS.
 AB0981'6.5 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0981'FROM THE STATION AT NORIAS, 0.5 MILE NORTH OF THE WATER TANK AT
 AB0981'RUDOLPH SIDING, 2 POLES NORTH OF MILEPOST 61, 53 FEET EAST OF THE EAST
 AB0981'RAIL, 56 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 2 FEET NORTH
 AB0981'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AB0981'0.6 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0981
 AB0981                          STATION RECOVERY (1981)
 AB0981
 AB0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0981'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB0981'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 17.4 KM (10.85 MI) NORTH
 AB0981'ALONG U.S. HIGHWAY 77, 0.2 KM (0.1 MI) NORTH OF THE MISSOURI PACIFIC
 AB0981'RAILROAD MILEPOST NUMBER 61, 17.0 METERS (56.0 FT) WEST OF THE
 AB0981'CENTERLINE OF THE HIGHWAY, AND 16.1 METERS (53.0 FT) EAST OF THE EAST
 AB0981'RAIL OF THE TRACKS.
 AB0981'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 AB0981'THE MARK IS 0.6 M BELOW HIGHWAY.
 AB0981
 AB0981                          STATION RECOVERY (1987)
 AB0981
 AB0981'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0981'RECOVERED IN GOOD CONDITION.
 AB0981
 AB0981                          STATION RECOVERY (1988)
 AB0981
 AB0981'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0981'RECOVERED IN GOOD CONDITION.
 AB0981
 AB0981                          STATION RECOVERY (1988)
 AB0981
 AB0981'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0075 ***********************************************************************
 AJ0075  DESIGNATION -  P 178
 AJ0075  PID         -  AJ0075
 AJ0075  STATE/COUNTY-  TX/JIM WELLS
 AJ0075  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0075
 AJ0075                         *CURRENT SURVEY CONTROL
 AJ0075  ___________________________________________________________________
 AJ0075* NAD 83(1986)-  27 44 02.     (N)    098 04 35.     (W)     SCALED    
 AJ0075* NAVD 88     -        62.877  (meters)     206.29   (feet)  ADJUSTED  
 AJ0075  ___________________________________________________________________
 AJ0075  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AJ0075  DYNAMIC HT  -          62.780 (meters)     205.97  (feet)  COMP
 AJ0075  MODELED GRAV-     979,096.2   (mgal)                       NAVD 88
 AJ0075
 AJ0075  VERT ORDER  -  FIRST     CLASS II
 AJ0075
 AJ0075.The horizontal coordinates were scaled from a topographic map and have
 AJ0075.an estimated accuracy of +/- 6 seconds.
 AJ0075
 AJ0075.The orthometric height was determined by differential leveling
 AJ0075.and adjusted by the National Geodetic Survey in June 1991..
 AJ0075
 AJ0075.The geoid height was determined by GEOID03.
 AJ0075
 AJ0075.The dynamic height is computed by dividing the NAVD 88
 AJ0075.geopotential number by the normal gravity value computed on the
 AJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0075.degrees latitude (g = 980.6199 gals.).
 AJ0075
 AJ0075.The modeled gravity was interpolated from observed gravity values.
 AJ0075
 AJ0075;                    North         East    Units  Estimated Accuracy
 AJ0075;SPC TX S     - 5,229,110.      341,770.      MT  (+/- 180 meters Scaled)
 AJ0075
 AJ0075                          SUPERSEDED SURVEY CONTROL
 AJ0075
 AJ0075  NGVD 29 (??/??/92)   62.973  (m)          206.60   (f) ADJ UNCH    1 2
 AJ0075
 AJ0075.Superseded values are not recommended for survey control.
 AJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0075.See file dsdata.txt to determine how the superseded data were derived.
 AJ0075
 AJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR910680(NAD 83)
 AJ0075_MARKER: DB = BENCH MARK DISK
 AJ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0075_STAMPING: P 178 1951
 AJ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0075+STABILITY: SURFACE MOTION
 AJ0075
 AJ0075  HISTORY     - Date     Condition        Report By
 AJ0075  HISTORY     - 1951     MONUMENTED       CGS
 AJ0075
 AJ0075                          STATION DESCRIPTION
 AJ0075
 AJ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AJ0075'1.0 MI S FROM ALICE.
 AJ0075'1.0 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AJ0075'CROSSING OF THE TEXAS MEXICAN RAILROAD AT ALICE, 40.5 FEET WEST OF THE
 AJ0075'WEST RAIL, 39 FEET EAST OF THE CENTER LINE OF AN OILED ROAD, 80 FEET
 AJ0075'SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT UNDER THE OILED ROAD,
 AJ0075'9 FEET SOUTH OF A TELEGRAPH POLE, 2 FEET NORTH OF A WITNESS POST, SET
 AJ0075'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AJ0075'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0525 ***********************************************************************
 AH0525  DESIGNATION -  P 179
 AH0525  PID         -  AH0525
 AH0525  STATE/COUNTY-  TX/KENEDY
 AH0525  USGS QUAD   -  TURCOTTE (1979)
 AH0525
 AH0525                         *CURRENT SURVEY CONTROL
 AH0525  ___________________________________________________________________
 AH0525* NAD 83(1986)-  27 04 42.     (N)    097 47 28.     (W)     SCALED    
 AH0525* NAVD 88     -        12.876  (meters)      42.24   (feet)  ADJUSTED  
 AH0525  ___________________________________________________________________
 AH0525  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH0525  DYNAMIC HT  -          12.856 (meters)      42.18  (feet)  COMP
 AH0525  MODELED GRAV-     979,084.2   (mgal)                       NAVD 88
 AH0525
 AH0525  VERT ORDER  -  FIRST     CLASS II
 AH0525
 AH0525.The horizontal coordinates were scaled from a topographic map and have
 AH0525.an estimated accuracy of +/- 6 seconds.
 AH0525
 AH0525.The orthometric height was determined by differential leveling
 AH0525.and adjusted by the National Geodetic Survey in June 1991..
 AH0525
 AH0525.The geoid height was determined by GEOID03.
 AH0525
 AH0525.The dynamic height is computed by dividing the NAVD 88
 AH0525.geopotential number by the normal gravity value computed on the
 AH0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0525.degrees latitude (g = 980.6199 gals.).
 AH0525
 AH0525.The modeled gravity was interpolated from observed gravity values.
 AH0525
 AH0525;                    North         East    Units  Estimated Accuracy
 AH0525;SPC TX S     - 5,156,600.      370,300.      MT  (+/- 180 meters Scaled)
 AH0525
 AH0525                          SUPERSEDED SURVEY CONTROL
 AH0525
 AH0525  NGVD 29 (??/??/92)   12.958  (m)           42.51   (f) ADJ UNCH    1 2
 AH0525
 AH0525.Superseded values are not recommended for survey control.
 AH0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0525.See file dsdata.txt to determine how the superseded data were derived.
 AH0525
 AH0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ198956(NAD 83)
 AH0525_MARKER: DB = BENCH MARK DISK
 AH0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0525_STAMPING: P 179 1951
 AH0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0525+STABILITY: SURFACE MOTION
 AH0525
 AH0525  HISTORY     - Date     Condition        Report By
 AH0525  HISTORY     - 1951     MONUMENTED       CGS
 AH0525  HISTORY     - 1975     GOOD             USGS
 AH0525  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0525  HISTORY     - 1988     GOOD             USPSQD
 AH0525  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AH0525
 AH0525                          STATION DESCRIPTION
 AH0525
 AH0525'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0525'5.2 MI N FROM TURCOTTE.
 AH0525'5.2 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE MISSOURI-PACIFIC
 AH0525'RAILROAD SIGN AT TURCOTTE, 98 FEET WEST OF THE CENTERLINE OF THE
 AH0525'HIGHWAY, 3 FEET WEST OF ROW FENCE.  A DISK SET IN A CONCRETE POST, 0.2
 AH0525'FOOT ABOVE GROUND.
 AH0525
 AH0525                          STATION RECOVERY (1981)
 AH0525
 AH0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0525'NOT RECOVERED THIS DATE.
 AH0525
 AH0525                          STATION RECOVERY (1988)
 AH0525
 AH0525'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0525'RECOVERED IN GOOD CONDITION.
 AH0525
 AH0525                          STATION RECOVERY (2004)
 AH0525
 AH0525'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0656 ***********************************************************************
 CD0656  DESIGNATION -  P 18
 CD0656  PID         -  CD0656
 CD0656  STATE/COUNTY-  TX/EL PASO
 CD0656  USGS QUAD   -  FORT HANCOCK NW (1972)
 CD0656
 CD0656                         *CURRENT SURVEY CONTROL
 CD0656  ___________________________________________________________________
 CD0656* NAD 83(1986)-  31 23 40.     (N)    105 57 57.     (W)     SCALED    
 CD0656* NAVD 88     -      1125.715  (meters)    3693.28   (feet)  POSTED    
 CD0656  ___________________________________________________________________
 CD0656  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CD0656  DYNAMIC HT  -        1123.950 (meters)    3687.49  (feet)  COMP
 CD0656  MODELED GRAV-     979,037.7   (mgal)                       NAVD 88
 CD0656
 CD0656  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0656
 CD0656.The horizontal coordinates were scaled from a topographic map and have
 CD0656.an estimated accuracy of +/- 6 seconds.
 CD0656
 CD0656.The orthometric height was determined by differential leveling
 CD0656.and adjusted by the National Geodetic Survey in 1992..
 CD0656.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0656.rate of 0.0 thru 1.0 mm/km.
 CD0656
 CD0656.The geoid height was determined by GEOID03.
 CD0656
 CD0656.The dynamic height is computed by dividing the NAVD 88
 CD0656.geopotential number by the normal gravity value computed on the
 CD0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0656.degrees latitude (g = 980.6199 gals.).
 CD0656
 CD0656.The modeled gravity was interpolated from observed gravity values.
 CD0656
 CD0656;                    North         East    Units  Estimated Accuracy
 CD0656;SPC TX C     - 3,205,090.      164,580.      MT  (+/- 180 meters Scaled)
 CD0656
 CD0656                          SUPERSEDED SURVEY CONTROL
 CD0656
 CD0656.No superseded survey control is available for this station.
 CD0656
 CD0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ081737(NAD 83)
 CD0656_MARKER: P = PIPE CAP
 CD0656_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0656_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0656
 CD0656  HISTORY     - Date     Condition        Report By
 CD0656  HISTORY     - UNK      MONUMENTED       CGS
 CD0656  HISTORY     - 1956     MARK NOT FOUND   NGS
 CD0656
 CD0656                          STATION DESCRIPTION
 CD0656
 CD0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0656'4.0 MI E FROM POLVO.
 CD0656'4.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM POLVO, EL
 CD0656'PASO COUNTY, 200 FEET WEST OF MILEPOST 786, 40 FEET SOUTH OF THE
 CD0656'CENTER LINE OF THE TRACK, AND 45 FEET NORTH OF THE FENCE.  A STANDARD
 CD0656'CAP, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0663 ***********************************************************************
 CD0663  DESIGNATION -  P 180
 CD0663  PID         -  CD0663
 CD0663  STATE/COUNTY-  TX/HUDSPETH
 CD0663  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0663
 CD0663                         *CURRENT SURVEY CONTROL
 CD0663  ___________________________________________________________________
 CD0663* NAD 83(1986)-  31 50 18.     (N)    105 59 06.     (W)     SCALED    
 CD0663* NAVD 88     -      1544.953  (meters)    5068.73   (feet)  ADJUSTED  
 CD0663  ___________________________________________________________________
 CD0663  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CD0663  DYNAMIC HT  -        1542.547 (meters)    5060.84  (feet)  COMP
 CD0663  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 CD0663
 CD0663  VERT ORDER  -  FIRST     CLASS II
 CD0663
 CD0663.The horizontal coordinates were scaled from a topographic map and have
 CD0663.an estimated accuracy of +/- 6 seconds.
 CD0663
 CD0663.The orthometric height was determined by differential leveling
 CD0663.and adjusted by the National Geodetic Survey in June 1991..
 CD0663
 CD0663.The geoid height was determined by GEOID03.
 CD0663
 CD0663.The dynamic height is computed by dividing the NAVD 88
 CD0663.geopotential number by the normal gravity value computed on the
 CD0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0663.degrees latitude (g = 980.6199 gals.).
 CD0663
 CD0663.The modeled gravity was interpolated from observed gravity values.
 CD0663
 CD0663;                    North         East    Units  Estimated Accuracy
 CD0663;SPC TX C     - 3,254,340.      165,260.      MT  (+/- 180 meters Scaled)
 CD0663
 CD0663                          SUPERSEDED SURVEY CONTROL
 CD0663
 CD0663  NGVD 29 (??/??/92) 1544.220  (m)         5066.33   (f) ADJ UNCH    1 2
 CD0663
 CD0663.Superseded values are not recommended for survey control.
 CD0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0663.See file dsdata.txt to determine how the superseded data were derived.
 CD0663
 CD0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR067229(NAD 83)
 CD0663_MARKER: DB = BENCH MARK DISK
 CD0663_SETTING: 66 = SET IN ROCK OUTCROP
 CD0663_SP_SET: ROCK LEDGE
 CD0663_STAMPING: P 180 1933
 CD0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0663+STABILITY: POSITION/ELEVATION WELL
 CD0663
 CD0663  HISTORY     - Date     Condition        Report By
 CD0663  HISTORY     - 1933     MONUMENTED       CGS
 CD0663  HISTORY     - 1958     GOOD             NGS
 CD0663
 CD0663                          STATION DESCRIPTION
 CD0663
 CD0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0663'26.8 MI E FROM EL PASO.
 CD0663'ABOUT 26.65 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0663'JUNCTION OF LOOP 16 AT EL PASO, THENCE 0.15 MILE SOUTHEAST ALONG AN
 CD0663'ABANDONED PORTION OF THE OLD HIGHWAY.  ABOUT 0.1 MILE SOUTH OF THE NEW
 CD0663'HIGHWAY, IN THE TOP OF A ROCK LEDGE, 65 FEET NORTH OF THE CENTER LINE
 CD0663'OF THE OLD HIGHWAY, 21 FEET SOUTH OF THE CENTER LINE OF AN OLD
 CD0663'ABANDONED DIRT ROAD, AND ABOUT 6 FEET BELOW THE LEVEL OF THE OLD
 CD0663'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0405 ***********************************************************************
 CD0405  DESIGNATION -  P 181=QUAIL
 CD0405  PID         -  CD0405
 CD0405  STATE/COUNTY-  TX/HUDSPETH
 CD0405  USGS QUAD   -  HUECO STATION (1984)
 CD0405
 CD0405                         *CURRENT SURVEY CONTROL
 CD0405  ___________________________________________________________________
 CD0405* NAD 83(1986)-  31 44 46.     (N)    105 15 08.     (W)     SCALED    
 CD0405* NAVD 88     -      1232.932  (meters)    4045.04   (feet)  ADJUSTED  
 CD0405  ___________________________________________________________________
 CD0405  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0405  DYNAMIC HT  -        1231.090 (meters)    4039.00  (feet)  COMP
 CD0405  MODELED GRAV-     979,102.6   (mgal)                       NAVD 88
 CD0405
 CD0405  VERT ORDER  -  FIRST     CLASS I
 CD0405
 CD0405.The horizontal coordinates were scaled from a topographic map and have
 CD0405.an estimated accuracy of +/- 6 seconds.
 CD0405
 CD0405.The orthometric height was determined by differential leveling
 CD0405.and adjusted by the National Geodetic Survey in June 1991..
 CD0405
 CD0405.The geoid height was determined by GEOID03.
 CD0405
 CD0405.The dynamic height is computed by dividing the NAVD 88
 CD0405.geopotential number by the normal gravity value computed on the
 CD0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0405.degrees latitude (g = 980.6199 gals.).
 CD0405
 CD0405.The modeled gravity was interpolated from observed gravity values.
 CD0405
 CD0405;                    North         East    Units  Estimated Accuracy
 CD0405;SPC TX C     - 3,240,830.      234,090.      MT  (+/- 180 meters Scaled)
 CD0405
 CD0405                          SUPERSEDED SURVEY CONTROL
 CD0405
 CD0405  NGVD 29 (??/??/92) 1232.409  (m)         4043.33   (f) ADJ UNCH    1 1
 CD0405
 CD0405.Superseded values are not recommended for survey control.
 CD0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0405.See file dsdata.txt to determine how the superseded data were derived.
 CD0405
 CD0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR761123(NAD 83)
 CD0405_MARKER: DB = BENCH MARK DISK
 CD0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0405_STAMPING: P 181 1933
 CD0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0405+STABILITY: SURFACE MOTION
 CD0405
 CD0405  HISTORY     - Date     Condition        Report By
 CD0405  HISTORY     - 1933     MONUMENTED       CGS
 CD0405  HISTORY     - 1958     GOOD             NGS
 CD0405  HISTORY     - 1976     GOOD             NGS
 CD0405  HISTORY     - 1977     GOOD             NGS
 CD0405
 CD0405                          STATION DESCRIPTION
 CD0405
 CD0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0405'69.3 MI E FROM EL PASO.
 CD0405'ABOUT 69.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0405'OF LOOP 16 AT EL PASO, 72 FEET NORTH OF THE CENTER LINE OF THE
 CD0405'HIGHWAY, 15 FEET SOUTH OF A FENCE, 2 FEET EAST OF A CONCRETE WITNESS
 CD0405'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CD0405'CONCRETE POST PROJECTING 10 INCHES.
 CD0405
 CD0405                          STATION RECOVERY (1976)
 CD0405
 CD0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0405'RECOVERED IN GOOD CONDITION.
 CD0405
 CD0405                          STATION RECOVERY (1977)
 CD0405
 CD0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0405'33.85 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0405'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 3.05 MILES SOUTHWEST OF
 CD0405'THE JUNCTION OF FARM ROAD 1437, 72 FT. NORTH OF THE CENTER LINE
 CD0405'OF THE HIGHWAY, 15 FT. SOUTH OF THE RIGHT OF WAY FENCE, WITNESS
 CD0405'POST IS OF CONCRETE. NOTE=BENCH MARK WAS USED AS A TRIANGULATION
 CD0405'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1009 ***********************************************************************
 CD1009  DESIGNATION -  P 181=QUAIL
 CD1009  PID         -  CD1009
 CD1009  STATE/COUNTY-  TX/HUDSPETH
 CD1009  USGS QUAD   -  HUECO STATION (1984)
 CD1009
 CD1009                         *CURRENT SURVEY CONTROL
 CD1009  ___________________________________________________________________
 CD1009* NAD 83(1993)-  31 44 49.10616(N)    105 15 06.82657(W)     ADJUSTED  
 CD1009* NAVD 88     -      1232.93   (+/-2cm)    4045.0    (feet)  VERTCON   
 CD1009  ___________________________________________________________________
 CD1009  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CD1009  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD1009
 CD1009  HORZ ORDER  -  FIRST
 CD1009  VERT ORDER  -  THIRD ? (See Below)
 CD1009
 CD1009.The horizontal coordinates were established by classical geodetic methods
 CD1009.and adjusted by the National Geodetic Survey in February 1996..
 CD1009
 CD1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1009.The vertical order pertains to the NGVD 29 superseded value.
 CD1009
 CD1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1009
 CD1009.The geoid height was determined by GEOID03.
 CD1009
 CD1009;                    North         East     Units Scale Factor Converg.
 CD1009;SPC TX C     - 3,240,921.615   234,125.299   MT  0.99996622   -2 32 00.1
 CD1009;SPC TX C     -10,632,923.67    768,126.09   sFT  0.99996622   -2 32 00.1
 CD1009;UTM  13      - 3,512,417.817   476,141.909   MT  0.99960702   -0 07 57.1
 CD1009
 CD1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1009!SPC TX C     -   0.99980999  x   0.99996622  =   0.99977622
 CD1009!UTM  13      -   0.99980999  x   0.99960702  =   0.99941709
 CD1009
 CD1009|---------------------------------------------------------------------|
 CD1009| PID    Reference Object                     Distance      Geod. Az  |
 CD1009|                                                           dddmmss.s |
 CD1009| CD0408 QUAIL RM 1                           25.628 METERS 08826     |
 CD1009| CD0409 QUAIL AZ MK                                        0893959.7 |
 CD1009| CD0407 QUAIL RM 2                           34.138 METERS 18310     |
 CD1009| CD0406 QUAIL RM 3                           12.084 METERS 29046     |
 CD1009| CD1080 CONICAL PEAK                        APPROX.39.3 KM 3142745.3 |
 CD1009| CD1014 CERRO DIABLO PEAK                   APPROX.22.1 KM 3175444.0 |
 CD1009|---------------------------------------------------------------------|
 CD1009
 CD1009                          SUPERSEDED SURVEY CONTROL
 CD1009
 CD1009  NAD 83(1993)-  31 44 49.10707(N)    105 15 06.82480(W) AD(       ) 1
 CD1009  NAD 83(1986)-  31 44 49.10736(N)    105 15 06.82462(W) AD(       ) 1
 CD1009  NAD 27      -  31 44 48.69600(N)    105 15 04.98600(W) AD(       ) 1
 CD1009  NGVD 29 (07/19/86) 1232.41   (m)         4043.3    (f) LEVELING    3  
 CD1009
 CD1009.Superseded values are not recommended for survey control.
 CD1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1009.See file dsdata.txt to determine how the superseded data were derived.
 CD1009
 CD1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR7614212418(NAD 83)
 CD1009_MARKER: DB = BENCH MARK DISK
 CD1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1009
 CD1009  HISTORY     - Date     Condition        Report By
 CD1009  HISTORY     - 1934     MONUMENTED       CGS
 CD1009  HISTORY     - 1943     GOOD             CGS
 CD1009
 CD1009                          STATION DESCRIPTION
 CD1009
 CD1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1009'STATION IS LOCATED ABOUT 10 MILES W OF THE DEPARTMENT OF COMMERCE
 CD1009'LANDING FIELD, 8A, AT SALT FLAT.  MARK IS A U.S.C. AND G.S.
 CD1009'FIRST-ORDER BENCH MARK STAMPED P 181-1933.  IT PROJECTS
 CD1009'12 INCHES AND IS 0.5 MILE W OF MILEPOST 74, 216.3 FEET W OF
 CD1009'RIGHT-OF-WAY MARKER 3950 00, AND 59 FEET N OF THE CENTER
 CD1009'LINE OF U.S. HIGHWAY 62.
 CD1009'
 CD1009'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CD1009'DISKS SET IN CONCRETE.
 CD1009'
 CD1009'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 4 INCHES.
 CD1009'IT IS 59 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 62 AND 132.5
 CD1009'FEET W OF RIGHT-OF-WAY MARKER 3950 00.
 CD1009'
 CD1009'REFERENCE MARK NO. 2 IS S OF THE STATION.  IT PROJECTS 4
 CD1009'INCHES AND IS 52 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 CD1009'62 AND 2.5 FEET S OF THE RIGHT-OF-WAY FENCE ON THE S SIDE
 CD1009'OF THE HIGHWAY.
 CD1009'
 CD1009'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS E OF THE STATION.
 CD1009'IT IS 50 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 62.
 CD1009'
 CD1009'TO REACH THE STATION FROM SALT FLAT ON U.S. HIGHWAY 62 GO
 CD1009'W ON U.S. HIGHWAY 62, 10.50 MILES TO THE STATION ON THE
 CD1009'N SIDE OF THE HIGHWAY.
 CD1009'
 CD1009'WATER AND LIMITED SUPPLY OF FOOD AT SALT FLAT.  BUILDING
 CD1009'MATERIAL IN EL PASO OR VAN HORN.
 CD1009'
 CD1009'REFERENCE AND AZIMUTH MARKS ARE STAMPED QUAIL 1934.
 CD1009
 CD1009                          STATION RECOVERY (1943)
 CD1009
 CD1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 CD1009'ORIGINAL DESCRIPTION SATISFACTORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1839 ***********************************************************************
 CS1839  DESIGNATION -  P 183
 CS1839  PID         -  CS1839
 CS1839  STATE/COUNTY-  TX/DALLAS
 CS1839  USGS QUAD   -  ARLINGTON (1981)
 CS1839
 CS1839                         *CURRENT SURVEY CONTROL
 CS1839  ___________________________________________________________________
 CS1839* NAD 83(1986)-  32 44 24.     (N)    097 01 24.     (W)     SCALED    
 CS1839* NAVD 88     -       167.441  (meters)     549.35   (feet)  ADJUSTED  
 CS1839  ___________________________________________________________________
 CS1839  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CS1839  DYNAMIC HT  -         167.247 (meters)     548.71  (feet)  COMP
 CS1839  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 CS1839
 CS1839  VERT ORDER  -  FIRST     CLASS II
 CS1839
 CS1839.The horizontal coordinates were scaled from a topographic map and have
 CS1839.an estimated accuracy of +/- 6 seconds.
 CS1839
 CS1839.The orthometric height was determined by differential leveling
 CS1839.and adjusted by the National Geodetic Survey in June 1991..
 CS1839
 CS1839.The geoid height was determined by GEOID03.
 CS1839
 CS1839.The dynamic height is computed by dividing the NAVD 88
 CS1839.geopotential number by the normal gravity value computed on the
 CS1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1839.degrees latitude (g = 980.6199 gals.).
 CS1839
 CS1839.The modeled gravity was interpolated from observed gravity values.
 CS1839
 CS1839;                    North         East    Units  Estimated Accuracy
 CS1839;SPC TXNC     - 2,119,990.      738,380.      MT  (+/- 180 meters Scaled)
 CS1839
 CS1839                          SUPERSEDED SURVEY CONTROL
 CS1839
 CS1839  NGVD 29 (??/??/92)  167.453  (m)          549.39   (f) ADJ UNCH    1 2
 CS1839
 CS1839.Superseded values are not recommended for survey control.
 CS1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1839.See file dsdata.txt to determine how the superseded data were derived.
 CS1839
 CS1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB852241(NAD 83)
 CS1839_MARKER: DB = BENCH MARK DISK
 CS1839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1839_SP_SET: BRICK WALL
 CS1839_STAMPING: P 183 1952
 CS1839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1839
 CS1839  HISTORY     - Date     Condition        Report By
 CS1839  HISTORY     - 1952     MONUMENTED       CGS
 CS1839  HISTORY     - 1966     GOOD             NGS
 CS1839  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1839
 CS1839                          STATION DESCRIPTION
 CS1839
 CS1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1839'1.05 MI W FROM GRAND PRAIRIE.
 CS1839'1.05 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1839'AT GRAND PRAIRIE, AT THE GRAND PRAIRIE AIRPORT, AT THE CONTROL TOWER,
 CS1839'1.7 FEET NORTH OF THE SOUTHEAST CORNER OF THE CONTROL TOWER, 2.9 FEET
 CS1839'ABOVE THE CONCRETE WALK, SET VERTICALLY IN THE EAST BRICK WALL OF THE
 CS1839'CONTROL TOWER.
 CS1839
 CS1839                          STATION RECOVERY (1966)
 CS1839
 CS1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1839'RECOVERED IN GOOD CONDITION.
 CS1839
 CS1839                          STATION RECOVERY (1986)
 CS1839
 CS1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1408 ***********************************************************************
 CS1408  DESIGNATION -  P 184
 CS1408  PID         -  CS1408
 CS1408  STATE/COUNTY-  TX/DALLAS
 CS1408  USGS QUAD   -  MESQUITE (1973)
 CS1408
 CS1408                         *CURRENT SURVEY CONTROL
 CS1408  ___________________________________________________________________
 CS1408* NAD 83(1986)-  32 45 08.     (N)    096 35 33.     (W)     SCALED    
 CS1408* NAVD 88     -       141.835  (meters)     465.34   (feet)  ADJUSTED  
 CS1408  ___________________________________________________________________
 CS1408  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS1408  DYNAMIC HT  -         141.677 (meters)     464.82  (feet)  COMP
 CS1408  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 CS1408
 CS1408  VERT ORDER  -  SECOND    CLASS 0
 CS1408
 CS1408.The horizontal coordinates were scaled from a topographic map and have
 CS1408.an estimated accuracy of +/- 6 seconds.
 CS1408
 CS1408.The orthometric height was determined by differential leveling
 CS1408.and adjusted by the National Geodetic Survey in June 1991..
 CS1408
 CS1408.The geoid height was determined by GEOID03.
 CS1408
 CS1408.The dynamic height is computed by dividing the NAVD 88
 CS1408.geopotential number by the normal gravity value computed on the
 CS1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1408.degrees latitude (g = 980.6199 gals.).
 CS1408
 CS1408.The modeled gravity was interpolated from observed gravity values.
 CS1408
 CS1408;                    North         East    Units  Estimated Accuracy
 CS1408;SPC TXNC     - 2,122,000.      778,730.      MT  (+/- 180 meters Scaled)
 CS1408
 CS1408                          SUPERSEDED SURVEY CONTROL
 CS1408
 CS1408  NGVD 29 (??/??/92)  141.846  (m)          465.37   (f) ADJ UNCH    2 0
 CS1408
 CS1408.Superseded values are not recommended for survey control.
 CS1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1408.See file dsdata.txt to determine how the superseded data were derived.
 CS1408
 CS1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB255263(NAD 83)
 CS1408_MARKER: DB = BENCH MARK DISK
 CS1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1408_STAMPING: P 184 1952
 CS1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1408+STABILITY: SURFACE MOTION
 CS1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1408+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 CS1408
 CS1408  HISTORY     - Date     Condition        Report By
 CS1408  HISTORY     - 1952     MONUMENTED       CGS
 CS1408  HISTORY     - 1958     GOOD             NGS
 CS1408  HISTORY     - 20000212 GOOD             USPSQD
 CS1408  HISTORY     - 20040715 GOOD             INDIV
 CS1408
 CS1408                          STATION DESCRIPTION
 CS1408
 CS1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1408'IN MESQUITE.
 CS1408'ABOUT 0.3 MILE EAST ALONG THE SOUTH SIDE OF THE T. AND P.R.R. FROM THE
 CS1408'STATION AT MESQUITE, DALLAS COUNTY, THEN SOUTH ON SOUTH CARVER STREET,
 CS1408'0.8 THEN SOUTHEAST 0.3 MILE ALONG A BLACKTOP ROAD TO A CURVE TO THE
 CS1408'LEFT AND THE MARK ON THE RIGHT, 30 YARDS SOUTHWEST OF THE CURVE IN THE
 CS1408'ROAD.  THE MARK IS A STANDARD DISK STAMPED P 184 1952 IN A CONCRETE
 CS1408'POST PROJECTING ABOUT 6 INCHES, 1 FOOT NORTHEAST OF A FENCE AT THE
 CS1408'OUTSIDE OF THE CURVE WHICH IS SOUTHWEST OF A NEW HOUSEING
 CS1408'DEVELOPEMENT, AND ABOUT 0.1 MILE WEST OF THE HARRY SELLERS FARM YARD
 CS1408'AND LARGE METAL BARN.  ALL EVIDENCE OF THE MESQUITE AIRPORT MENTIONED
 CS1408'IN THE ORIGINAL DESCRIPTION IS GONE.  THE MARK IS 2 FEET NORTHEAST OF
 CS1408'A 4 X 4 POST.
 CS1408
 CS1408                          STATION RECOVERY (2000)
 CS1408
 CS1408'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1408'RECOVERED IN GOOD CONDITION.
 CS1408
 CS1408                          STATION RECOVERY (2004)
 CS1408
 CS1408'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MBD)
 CS1408'MARK IS APPROX 15' NORTH OF CONCRETE ALLEY AND 5' NW OF A HACKBERRY
 CS1408'TREE. LAT 32D 45' 07.61'' LONG 96D 35' 32.48'' NAD 83
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0285 ***********************************************************************
 DN0285  DESIGNATION -  P 185
 DN0285  PID         -  DN0285
 DN0285  STATE/COUNTY-  TX/COLLIN
 DN0285  USGS QUAD   -  CELINA (1960)
 DN0285
 DN0285                         *CURRENT SURVEY CONTROL
 DN0285  ___________________________________________________________________
 DN0285* NAD 83(1986)-  33 17 05.     (N)    096 47 39.     (W)     SCALED    
 DN0285* NAVD 88     -       196.609  (meters)     645.04   (feet)  ADJUSTED  
 DN0285  ___________________________________________________________________
 DN0285  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DN0285  DYNAMIC HT  -         196.398 (meters)     644.35  (feet)  COMP
 DN0285  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 DN0285
 DN0285  VERT ORDER  -  SECOND    CLASS 0
 DN0285
 DN0285.The horizontal coordinates were scaled from a topographic map and have
 DN0285.an estimated accuracy of +/- 6 seconds.
 DN0285
 DN0285.The orthometric height was determined by differential leveling
 DN0285.and adjusted by the National Geodetic Survey in June 1991..
 DN0285
 DN0285.The geoid height was determined by GEOID03.
 DN0285
 DN0285.The dynamic height is computed by dividing the NAVD 88
 DN0285.geopotential number by the normal gravity value computed on the
 DN0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0285.degrees latitude (g = 980.6199 gals.).
 DN0285
 DN0285.The modeled gravity was interpolated from observed gravity values.
 DN0285
 DN0285;                    North         East    Units  Estimated Accuracy
 DN0285;SPC TXNC     - 2,180,720.      758,880.      MT  (+/- 180 meters Scaled)
 DN0285
 DN0285                          SUPERSEDED SURVEY CONTROL
 DN0285
 DN0285  NGVD 29 (??/??/92)  196.618  (m)          645.07   (f) ADJ UNCH    2 0
 DN0285
 DN0285.Superseded values are not recommended for survey control.
 DN0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0285.See file dsdata.txt to determine how the superseded data were derived.
 DN0285
 DN0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB054850(NAD 83)
 DN0285_MARKER: DB = BENCH MARK DISK
 DN0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0285_STAMPING: P 185 1952
 DN0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0285+STABILITY: SURFACE MOTION
 DN0285
 DN0285  HISTORY     - Date     Condition        Report By
 DN0285  HISTORY     - 1952     MONUMENTED       CGS
 DN0285  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0285  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0285
 DN0285                          STATION DESCRIPTION
 DN0285
 DN0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0285'3.3 MI N FROM PROSPER.
 DN0285'3.3 MILES NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0285'FROM THE STATION AT PROSPER, 16.3 FEET WEST OF MILEPOST 676-10, 46
 DN0285'FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF A FENCE, 3 FEET NORTH OF A
 DN0285'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 DN0285'FOOT ABOVE THE GROUND.
 DN0285
 DN0285                          STATION RECOVERY (1994)
 DN0285
 DN0285'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0285'MARK NOT FOUND.
 DN0285
 DN0285                          STATION RECOVERY (2005)
 DN0285
 DN0285'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0418 ***********************************************************************
 DO0418  DESIGNATION -  P 187
 DO0418  PID         -  DO0418
 DO0418  STATE/COUNTY-  TX/BAYLOR
 DO0418  USGS QUAD   -  SEYMOUR WEST (1966)
 DO0418
 DO0418                         *CURRENT SURVEY CONTROL
 DO0418  ___________________________________________________________________
 DO0418* NAD 83(1986)-  33 35 45.     (N)    099 17 37.     (W)     SCALED    
 DO0418* NAVD 88     -       390.794  (meters)    1282.13   (feet)  ADJUSTED  
 DO0418  ___________________________________________________________________
 DO0418  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DO0418  DYNAMIC HT  -         390.346 (meters)    1280.66  (feet)  COMP
 DO0418  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 DO0418
 DO0418  VERT ORDER  -  SECOND    CLASS 0
 DO0418
 DO0418.The horizontal coordinates were scaled from a topographic map and have
 DO0418.an estimated accuracy of +/- 6 seconds.
 DO0418
 DO0418.The orthometric height was determined by differential leveling
 DO0418.and adjusted by the National Geodetic Survey in June 1991..
 DO0418
 DO0418.The geoid height was determined by GEOID03.
 DO0418
 DO0418.The dynamic height is computed by dividing the NAVD 88
 DO0418.geopotential number by the normal gravity value computed on the
 DO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0418.degrees latitude (g = 980.6199 gals.).
 DO0418
 DO0418.The modeled gravity was interpolated from observed gravity values.
 DO0418
 DO0418;                    North         East    Units  Estimated Accuracy
 DO0418;SPC TXNC     - 2,214,210.      526,340.      MT  (+/- 180 meters Scaled)
 DO0418
 DO0418                          SUPERSEDED SURVEY CONTROL
 DO0418
 DO0418  NGVD 29 (??/??/92)  390.673  (m)         1281.73   (f) ADJ UNCH    2 0
 DO0418
 DO0418.Superseded values are not recommended for survey control.
 DO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0418.See file dsdata.txt to determine how the superseded data were derived.
 DO0418
 DO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC727173(NAD 83)
 DO0418_MARKER: DB = BENCH MARK DISK
 DO0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0418_STAMPING: P-187 1933
 DO0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0418+STABILITY: SURFACE MOTION
 DO0418
 DO0418  HISTORY     - Date     Condition        Report By
 DO0418  HISTORY     - 1933     MONUMENTED       CGS
 DO0418  HISTORY     - 1966     MARK NOT FOUND   USGS
 DO0418
 DO0418                          STATION DESCRIPTION
 DO0418
 DO0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0418'1.9 MI W FROM SEYMOUR.
 DO0418'1.9 MILES WEST OF, ALONG HIGHWAY NO. 24 51 FEET NORTHWEST OF CORNER
 DO0418'POST, 72 FEET NORTH OF CENTER OF HIGHWAY.
 DO0418
 DO0418                          STATION RECOVERY (1966)
 DO0418
 DO0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8639 ***********************************************************************
 AF8639  DESIGNATION -  P 187 RESET
 AF8639  PID         -  AF8639
 AF8639  STATE/COUNTY-  TX/BAYLOR
 AF8639  USGS QUAD   -  SEYMOUR WEST (1966)
 AF8639
 AF8639                         *CURRENT SURVEY CONTROL
 AF8639  ___________________________________________________________________
 AF8639* NAD 83(1986)-  33 35 45.     (N)    099 17 37.     (W)     SCALED    
 AF8639* NAVD 88     -       390.92   (meters)    1282.5    (feet)  RESET     
 AF8639  ___________________________________________________________________
 AF8639  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AF8639
 AF8639  VERT ORDER  -  THIRD
 AF8639
 AF8639.The horizontal coordinates were scaled from a topographic map and have
 AF8639.an estimated accuracy of +/- 6 seconds.
 AF8639
 AF8639.The orthometric height was computed from unverified reset data.
 AF8639
 AF8639.The geoid height was determined by GEOID03.
 AF8639
 AF8639;                    North         East    Units  Estimated Accuracy
 AF8639;SPC TXNC     - 2,214,210.      526,340.      MT  (+/- 180 meters Scaled)
 AF8639
 AF8639                          SUPERSEDED SURVEY CONTROL
 AF8639
 AF8639.No superseded survey control is available for this station.
 AF8639
 AF8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC727173(NAD 83)
 AF8639_MARKER: DB = BENCH MARK DISK
 AF8639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8639_STAMPING: P 187 RESET 1957
 AF8639_MARK LOGO: CGS   
 AF8639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8639+STABILITY: SURFACE MOTION
 AF8639
 AF8639  HISTORY     - Date     Condition        Report By
 AF8639  HISTORY     - 1957     MONUMENTED       CGS
 AF8639
 AF8639                          STATION DESCRIPTION
 AF8639
 AF8639'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WGT)
 AF8639'1.9 MILES (3.1 KM) WEST ALONG US HIGHWAY 82 FROM SEYMOUR, 71.5 FEET
 AF8639'(21.8 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 16 FEET (4.9 M) EAST
 AF8639'OF THE CENTER OF A FARM ROAD LEADING NORTH AND 1.5 FEET (0.5 M) NORTH
 AF8639'OF A POWER LINE POLE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AF8639'POST PROJECTING ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0434 ***********************************************************************
 CT0434  DESIGNATION -  P 188
 CT0434  PID         -  CT0434
 CT0434  STATE/COUNTY-  TX/EASTLAND
 CT0434  USGS QUAD   -  BERNIE LAKE (1966)
 CT0434
 CT0434                         *CURRENT SURVEY CONTROL
 CT0434  ___________________________________________________________________
 CT0434* NAD 83(1986)-  32 28 25.     (N)    099 06 36.     (W)     SCALED    
 CT0434* NAVD 88     -       437.640  (meters)    1435.82   (feet)  ADJUSTED  
 CT0434  ___________________________________________________________________
 CT0434  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CT0434  DYNAMIC HT  -         437.079 (meters)    1433.98  (feet)  COMP
 CT0434  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 CT0434
 CT0434  VERT ORDER  -  SECOND    CLASS 0
 CT0434
 CT0434.The horizontal coordinates were scaled from a topographic map and have
 CT0434.an estimated accuracy of +/- 6 seconds.
 CT0434
 CT0434.The orthometric height was determined by differential leveling
 CT0434.and adjusted by the National Geodetic Survey in June 1991..
 CT0434
 CT0434.The geoid height was determined by GEOID03.
 CT0434
 CT0434.The dynamic height is computed by dividing the NAVD 88
 CT0434.geopotential number by the normal gravity value computed on the
 CT0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0434.degrees latitude (g = 980.6199 gals.).
 CT0434
 CT0434.The modeled gravity was interpolated from observed gravity values.
 CT0434
 CT0434;                    North         East    Units  Estimated Accuracy
 CT0434;SPC TXNC     - 2,089,650.      542,660.      MT  (+/- 180 meters Scaled)
 CT0434
 CT0434                          SUPERSEDED SURVEY CONTROL
 CT0434
 CT0434  NGVD 29 (??/??/92)  437.506  (m)         1435.38   (f) ADJ UNCH    2 0
 CT0434
 CT0434.Superseded values are not recommended for survey control.
 CT0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0434.See file dsdata.txt to determine how the superseded data were derived.
 CT0434
 CT0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA896929(NAD 83)
 CT0434_MARKER: DB = BENCH MARK DISK
 CT0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0434_SP_SET: ABUTMENT
 CT0434_STAMPING: P 188 1933
 CT0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0434
 CT0434  HISTORY     - Date     Condition        Report By
 CT0434  HISTORY     - 1933     MONUMENTED       CGS
 CT0434  HISTORY     - 1957     GOOD             NGS
 CT0434
 CT0434                          STATION DESCRIPTION
 CT0434
 CT0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0434'6.0 MI SE FROM MORAN.
 CT0434'IN EASTLAND COUNTY, 6.0 MILES SOUTHEAST ALONG THE
 CT0434'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM MORAN, SHACKELFORD
 CT0434'COUNTY, AT BRIDGE 166.7, AND IN THE TOP OF THE NORTHWEST CONCRETE
 CT0434'ABUTMENT.  NOTE-- MARK RECOVERED BUT FOUND AT BRIDGE 166.6 WHICH
 CT0434'CROSSES BATTLE CREEK AND IS ON THE NORTHEAST ABUTMENT INSTEAD OF THE
 CT0434'NORTHWEST AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0198 ***********************************************************************
 DO0198  DESIGNATION -  P 189
 DO0198  PID         -  DO0198
 DO0198  STATE/COUNTY-  TX/YOUNG
 DO0198  USGS QUAD   -  BRYSON (1981)
 DO0198
 DO0198                         *CURRENT SURVEY CONTROL
 DO0198  ___________________________________________________________________
 DO0198* NAD 83(1986)-  33 09 08.     (N)    098 27 52.     (W)     SCALED    
 DO0198* NAVD 88     -       381.844  (meters)    1252.77   (feet)  ADJUSTED  
 DO0198  ___________________________________________________________________
 DO0198  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DO0198  DYNAMIC HT  -         381.388 (meters)    1251.27  (feet)  COMP
 DO0198  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 DO0198
 DO0198  VERT ORDER  -  SECOND    CLASS 0
 DO0198
 DO0198.The horizontal coordinates were scaled from a topographic map and have
 DO0198.an estimated accuracy of +/- 6 seconds.
 DO0198
 DO0198.The orthometric height was determined by differential leveling
 DO0198.and adjusted by the National Geodetic Survey in June 1991..
 DO0198
 DO0198.The geoid height was determined by GEOID03.
 DO0198
 DO0198.The dynamic height is computed by dividing the NAVD 88
 DO0198.geopotential number by the normal gravity value computed on the
 DO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0198.degrees latitude (g = 980.6199 gals.).
 DO0198
 DO0198.The modeled gravity was interpolated from observed gravity values.
 DO0198
 DO0198;                    North         East    Units  Estimated Accuracy
 DO0198;SPC TXNC     - 2,164,730.      603,320.      MT  (+/- 180 meters Scaled)
 DO0198
 DO0198                          SUPERSEDED SURVEY CONTROL
 DO0198
 DO0198  NGVD 29 (??/??/92)  381.748  (m)         1252.45   (f) ADJ UNCH    2 0
 DO0198
 DO0198.Superseded values are not recommended for survey control.
 DO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0198.See file dsdata.txt to determine how the superseded data were derived.
 DO0198
 DO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB499682(NAD 83)
 DO0198_MARKER: DB = BENCH MARK DISK
 DO0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0198_SP_SET: STEP
 DO0198_STAMPING: P-189-1933
 DO0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0198
 DO0198  HISTORY     - Date     Condition        Report By
 DO0198  HISTORY     - 1933     MONUMENTED       CGS
 DO0198  HISTORY     - 1964     GOOD             USGS
 DO0198  HISTORY     - 20010325 GOOD             USPSQD
 DO0198
 DO0198                          STATION DESCRIPTION
 DO0198
 DO0198'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DO0198'5.0 MI W FROM BRYSON.
 DO0198'5.0 MILES WEST ALONG CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, FROM
 DO0198'BRYSON.  0.65 MILE SW OF A DIRT ROAD CROSSING-- 14 FT SOUTH AND 3 FT.
 DO0198'EAST OF TRACK AT DRAIN-- 2 FT LOWER THAN TRACK, AT A STONE ARCH
 DO0198'CULVERT, AND IN TOP OF SECOND STEP OF EAST WING.
 DO0198
 DO0198                          STATION RECOVERY (2001)
 DO0198
 DO0198'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0795 ***********************************************************************
 DN0795  DESIGNATION -  P 190
 DN0795  PID         -  DN0795
 DN0795  STATE/COUNTY-  TX/WISE
 DN0795  USGS QUAD   -  BRIDGEPORT WEST (1978)
 DN0795
 DN0795                         *CURRENT SURVEY CONTROL
 DN0795  ___________________________________________________________________
 DN0795* NAD 83(1986)-  33 11 41.     (N)    097 47 13.     (W)     SCALED    
 DN0795* NAVD 88     -       230.676  (meters)     756.81   (feet)  ADJUSTED  
 DN0795  ___________________________________________________________________
 DN0795  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DN0795  DYNAMIC HT  -         230.411 (meters)     755.94  (feet)  COMP
 DN0795  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 DN0795
 DN0795  VERT ORDER  -  SECOND    CLASS 0
 DN0795
 DN0795.The horizontal coordinates were scaled from a topographic map and have
 DN0795.an estimated accuracy of +/- 6 seconds.
 DN0795
 DN0795.The orthometric height was determined by differential leveling
 DN0795.and adjusted by the National Geodetic Survey in June 1991..
 DN0795
 DN0795.The geoid height was determined by GEOID03.
 DN0795
 DN0795.The dynamic height is computed by dividing the NAVD 88
 DN0795.geopotential number by the normal gravity value computed on the
 DN0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0795.degrees latitude (g = 980.6199 gals.).
 DN0795
 DN0795.The modeled gravity was interpolated from observed gravity values.
 DN0795
 DN0795;                    North         East    Units  Estimated Accuracy
 DN0795;SPC TXNC     - 2,169,670.      666,480.      MT  (+/- 180 meters Scaled)
 DN0795
 DN0795                          SUPERSEDED SURVEY CONTROL
 DN0795
 DN0795  NGVD 29 (??/??/92)  230.573  (m)          756.47   (f) ADJ UNCH    2 0
 DN0795
 DN0795.Superseded values are not recommended for survey control.
 DN0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0795.See file dsdata.txt to determine how the superseded data were derived.
 DN0795
 DN0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB130735(NAD 83)
 DN0795_MARKER: DB = BENCH MARK DISK
 DN0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0795_SP_SET: PIER
 DN0795_STAMPING: P 190 756.613 1933
 DN0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0795
 DN0795  HISTORY     - Date     Condition        Report By
 DN0795  HISTORY     - 1933     MONUMENTED       CGS
 DN0795  HISTORY     - 1949     GOOD             NGS
 DN0795  HISTORY     - 1968     GOOD             NGS
 DN0795  HISTORY     - 19970927 GOOD             USPSQD
 DN0795
 DN0795                          STATION DESCRIPTION
 DN0795
 DN0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DN0795'2.4 MI SW FROM BRIDGEPORT.
 DN0795'ABOUT 02.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND GULF
 DN0795'RAILWAY, (JACKSBORO BRANCH), FROM THE DEPOT IN BRIDGEPORT, WISE
 DN0795'COUNTY, AT THE WEST END OF THE RAILWAY BRIDGE OVER THE WEST FORK OF
 DN0795'THE TRINITY RIVER.  IT IS IN THE TOP OF THE STONE PIER AT THE WEST END
 DN0795'AND NORTH OF THE TRACKS, 3 FEET BELOW THE LEVEL OF THE TRACKS.
 DN0795
 DN0795                          STATION RECOVERY (1968)
 DN0795
 DN0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DN0795'RECOVERED IN GOOD CONDITION.
 DN0795
 DN0795                          STATION RECOVERY (1997)
 DN0795
 DN0795'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0300 ***********************************************************************
 CT0300  DESIGNATION -  P 191
 CT0300  PID         -  CT0300
 CT0300  STATE/COUNTY-  TX/STEPHENS
 CT0300  USGS QUAD   -  ELIASVILLE (1981)
 CT0300
 CT0300                         *CURRENT SURVEY CONTROL
 CT0300  ___________________________________________________________________
 CT0300* NAD 83(1986)-  32 53 53.     (N)    098 50 26.     (W)     SCALED    
 CT0300* NAVD 88     -       344.175  (meters)    1129.18   (feet)  ADJUSTED  
 CT0300  ___________________________________________________________________
 CT0300  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CT0300  DYNAMIC HT  -         343.753 (meters)    1127.80  (feet)  COMP
 CT0300  MODELED GRAV-     979,402.2   (mgal)                       NAVD 88
 CT0300
 CT0300  VERT ORDER  -  SECOND    CLASS 0
 CT0300
 CT0300.The horizontal coordinates were scaled from a topographic map and have
 CT0300.an estimated accuracy of +/- 6 seconds.
 CT0300
 CT0300.The orthometric height was determined by differential leveling
 CT0300.and adjusted by the National Geodetic Survey in June 1991..
 CT0300
 CT0300.The geoid height was determined by GEOID03.
 CT0300
 CT0300.The dynamic height is computed by dividing the NAVD 88
 CT0300.geopotential number by the normal gravity value computed on the
 CT0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0300.degrees latitude (g = 980.6199 gals.).
 CT0300
 CT0300.The modeled gravity was interpolated from observed gravity values.
 CT0300
 CT0300;                    North         East    Units  Estimated Accuracy
 CT0300;SPC TXNC     - 2,136,600.      568,140.      MT  (+/- 180 meters Scaled)
 CT0300
 CT0300                          SUPERSEDED SURVEY CONTROL
 CT0300
 CT0300  NGVD 29 (??/??/92)  344.080  (m)         1128.87   (f) ADJ UNCH    2 0
 CT0300
 CT0300.Superseded values are not recommended for survey control.
 CT0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0300.See file dsdata.txt to determine how the superseded data were derived.
 CT0300
 CT0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB149399(NAD 83)
 CT0300_MARKER: DB = BENCH MARK DISK
 CT0300_SETTING: 66 = SET IN ROCK OUTCROP
 CT0300_SP_SET: ROCK OUTCROP
 CT0300_STAMPING: P 191 1933
 CT0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0300+STABILITY: POSITION/ELEVATION WELL
 CT0300
 CT0300  HISTORY     - Date     Condition        Report By
 CT0300  HISTORY     - 1933     MONUMENTED       CGS
 CT0300  HISTORY     - 1957     GOOD             NGS
 CT0300  HISTORY     - 1984     MARK NOT FOUND   NGS
 CT0300
 CT0300                          STATION DESCRIPTION
 CT0300
 CT0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0300'6.8 MI SW FROM ELIASVILLE.
 CT0300'IN STEPHENS COUNTY, 6.8 MILES SOUTHWEST ALONG THE WICHITA FALLS AND
 CT0300'SOUTHERN RAILROAD FROM ELIASVILLE, YOUNG COUNTY, 60 FEET NORTH OF
 CT0300'MILEPOST 91, 112 FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN THE
 CT0300'TOP OF A LIMESTONE OUTCROP.  THE HIGH POINT OF A STANDARD DISK,
 CT0300'STAMPED P 191 1933.
 CT0300
 CT0300                          STATION RECOVERY (1984)
 CT0300
 CT0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0336 ***********************************************************************
 CT0336  DESIGNATION -  P 192
 CT0336  PID         -  CT0336
 CT0336  STATE/COUNTY-  TX/SHACKELFORD
 CT0336  USGS QUAD   -  ACAMPO (1987)
 CT0336
 CT0336                         *CURRENT SURVEY CONTROL
 CT0336  ___________________________________________________________________
 CT0336* NAD 83(1986)-  32 43 23.     (N)    099 28 58.     (W)     SCALED    
 CT0336* NAVD 88     -       567.093  (meters)    1860.54   (feet)  ADJUSTED  
 CT0336  ___________________________________________________________________
 CT0336  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CT0336  DYNAMIC HT  -         566.362 (meters)    1858.14  (feet)  COMP
 CT0336  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 CT0336
 CT0336  VERT ORDER  -  SECOND    CLASS 0
 CT0336
 CT0336.The horizontal coordinates were scaled from a topographic map and have
 CT0336.an estimated accuracy of +/- 6 seconds.
 CT0336
 CT0336.The orthometric height was determined by differential leveling
 CT0336.and adjusted by the National Geodetic Survey in June 1991..
 CT0336
 CT0336.The geoid height was determined by GEOID03.
 CT0336
 CT0336.The dynamic height is computed by dividing the NAVD 88
 CT0336.geopotential number by the normal gravity value computed on the
 CT0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0336.degrees latitude (g = 980.6199 gals.).
 CT0336
 CT0336.The modeled gravity was interpolated from observed gravity values.
 CT0336
 CT0336;                    North         East    Units  Estimated Accuracy
 CT0336;SPC TXNC     - 2,117,570.      507,880.      MT  (+/- 180 meters Scaled)
 CT0336
 CT0336                          SUPERSEDED SURVEY CONTROL
 CT0336
 CT0336  NGVD 29 (??/??/92)  566.936  (m)         1860.02   (f) ADJ UNCH    2 0
 CT0336
 CT0336.Superseded values are not recommended for survey control.
 CT0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0336.See file dsdata.txt to determine how the superseded data were derived.
 CT0336
 CT0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB547206(NAD 83)
 CT0336_MARKER: DB = BENCH MARK DISK
 CT0336_SETTING: 66 = SET IN ROCK OUTCROP
 CT0336_SP_SET: ROCK OUTCROP
 CT0336_STAMPING: P 192 1933
 CT0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0336+STABILITY: POSITION/ELEVATION WELL
 CT0336
 CT0336  HISTORY     - Date     Condition        Report By
 CT0336  HISTORY     - 1933     MONUMENTED       CGS
 CT0336  HISTORY     - 1957     GOOD             NGS
 CT0336  HISTORY     - 1965     GOOD             USGS
 CT0336
 CT0336                          STATION DESCRIPTION
 CT0336
 CT0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0336'11.0 MI E FROM LUEDERS.
 CT0336'IN SHACKELFORD COUNTY, 11.0 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS
 CT0336'RAILROAD OF TEXAS FROM LUEDERS, JONES COUNTY, 550 FEET WEST OF
 CT0336'MILEPOST 201, 60 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 3 FEET
 CT0336'SOUTH OF A FENCE, AND IN THE TOP OF A ROCK OUTCROP. A STANDARD DISK,
 CT0336'STAMPED P 192 1933.  NOTE-- IT IS SOUTH OF TWO CONCRETE PIERS WHICH
 CT0336'SUPPORT SPARE RAILS, 3-1/2 FEET SOUTHWEST OF THE SECOND POST WEST OF
 CT0336'POST WITH GUY WIRES AND 3 FEET SOUTH OF FENCE LINE. THE MARK IS 2
 CT0336'INCHES BELOW SURFACE OF THE GROUND.  THERE IS A U.S.G.S. MARK 0.1 MILE
 CT0336'WEST THAT IS BETWEEN HIGHWAY AND RAILROAD. THERE WAS A TARGET STANDING
 CT0336'ON MARK SO THE NUMBER OF THE MARK COULD NOT BE OBTAINED.
 CT0336
 CT0336                          STATION RECOVERY (1965)
 CT0336
 CT0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0222 ***********************************************************************
 CT0222  DESIGNATION -  P 193
 CT0222  PID         -  CT0222
 CT0222  STATE/COUNTY-  TX/EASTLAND
 CT0222  USGS QUAD   -  GORMAN (1968)
 CT0222
 CT0222                         *CURRENT SURVEY CONTROL
 CT0222  ___________________________________________________________________
 CT0222* NAD 83(1986)-  32 14 07.     (N)    098 42 21.     (W)     SCALED    
 CT0222* NAVD 88     -       441.914  (meters)    1449.85   (feet)  ADJUSTED  
 CT0222  ___________________________________________________________________
 CT0222  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CT0222  DYNAMIC HT  -         441.349 (meters)    1447.99  (feet)  COMP
 CT0222  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 CT0222
 CT0222  VERT ORDER  -  SECOND    CLASS 0
 CT0222
 CT0222.The horizontal coordinates were scaled from a topographic map and have
 CT0222.an estimated accuracy of +/- 6 seconds.
 CT0222
 CT0222.The orthometric height was determined by differential leveling
 CT0222.and adjusted by the National Geodetic Survey in June 1991..
 CT0222
 CT0222.The geoid height was determined by GEOID03.
 CT0222
 CT0222.The dynamic height is computed by dividing the NAVD 88
 CT0222.geopotential number by the normal gravity value computed on the
 CT0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0222.degrees latitude (g = 980.6199 gals.).
 CT0222
 CT0222.The modeled gravity was interpolated from observed gravity values.
 CT0222
 CT0222;                    North         East    Units  Estimated Accuracy
 CT0222;SPC TXNC     - 2,063,070.      580,600.      MT  (+/- 180 meters Scaled)
 CT0222
 CT0222                          SUPERSEDED SURVEY CONTROL
 CT0222
 CT0222  NGVD 29 (??/??/92)  441.810  (m)         1449.51   (f) ADJ UNCH    2 0
 CT0222
 CT0222.Superseded values are not recommended for survey control.
 CT0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0222.See file dsdata.txt to determine how the superseded data were derived.
 CT0222
 CT0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA277665(NAD 83)
 CT0222_MARKER: DB = BENCH MARK DISK
 CT0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0222+STABILITY: SURFACE MOTION
 CT0222
 CT0222  HISTORY     - Date     Condition        Report By
 CT0222  HISTORY     - UNK      MONUMENTED       CGS
 CT0222  HISTORY     - 1933     GOOD             NGS
 CT0222  HISTORY     - 1968     MARK NOT FOUND   USGS
 CT0222
 CT0222                          STATION DESCRIPTION
 CT0222
 CT0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0222'2.7 MI NW FROM GORMAN.
 CT0222'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, AT MILE 132.7, 33 FEET
 CT0222'SOUTHWEST OF CENTER OF HIGHWAY, 20 FEET NORTHWEST OF PRIVATE ROAD
 CT0222'CROSSING, 34 FEET NORTHEAST OF CENTERLINE OF TRACK.
 CT0222
 CT0222                          STATION RECOVERY (1968)
 CT0222
 CT0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CT0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0140 ***********************************************************************
 CT0140  DESIGNATION -  P 194
 CT0140  PID         -  CT0140
 CT0140  STATE/COUNTY-  TX/ERATH
 CT0140  USGS QUAD   -  ALEXANDER (1979)
 CT0140
 CT0140                         *CURRENT SURVEY CONTROL
 CT0140  ___________________________________________________________________
 CT0140* NAD 83(1986)-  32 03 29.     (N)    098 12 58.     (W)     SCALED    
 CT0140* NAVD 88     -       356.950  (meters)    1171.09   (feet)  ADJUSTED  
 CT0140  ___________________________________________________________________
 CT0140  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CT0140  DYNAMIC HT  -         356.497 (meters)    1169.61  (feet)  COMP
 CT0140  MODELED GRAV-     979,362.3   (mgal)                       NAVD 88
 CT0140
 CT0140  VERT ORDER  -  SECOND    CLASS 0
 CT0140
 CT0140.The horizontal coordinates were scaled from a topographic map and have
 CT0140.an estimated accuracy of +/- 6 seconds.
 CT0140
 CT0140.The orthometric height was determined by differential leveling
 CT0140.and adjusted by the National Geodetic Survey in June 1991..
 CT0140
 CT0140.The geoid height was determined by GEOID03.
 CT0140
 CT0140.The dynamic height is computed by dividing the NAVD 88
 CT0140.geopotential number by the normal gravity value computed on the
 CT0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0140.degrees latitude (g = 980.6199 gals.).
 CT0140
 CT0140.The modeled gravity was interpolated from observed gravity values.
 CT0140
 CT0140;                    North         East    Units  Estimated Accuracy
 CT0140;SPC TXNC     - 2,043,440.      626,810.      MT  (+/- 180 meters Scaled)
 CT0140
 CT0140                          SUPERSEDED SURVEY CONTROL
 CT0140
 CT0140  NGVD 29 (??/??/92)  356.867  (m)         1170.82   (f) ADJ UNCH    2 0
 CT0140
 CT0140.Superseded values are not recommended for survey control.
 CT0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0140.See file dsdata.txt to determine how the superseded data were derived.
 CT0140
 CT0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA739471(NAD 83)
 CT0140_MARKER: DB = BENCH MARK DISK
 CT0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0140_SP_SET: PIER
 CT0140_STAMPING: P 194 1933 1170.821
 CT0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0140
 CT0140  HISTORY     - Date     Condition        Report By
 CT0140  HISTORY     - 1933     MONUMENTED       CGS
 CT0140  HISTORY     - 1954     GOOD             NGS
 CT0140  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0140
 CT0140                          STATION DESCRIPTION
 CT0140
 CT0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0140'0.5 MI W FROM ALEXANDER.
 CT0140'ABOUT 0.5 MILE WEST OF ALEXANDER, ERATH COUNTY, ALONG THE M.K.T.R.R.,
 CT0140'AT BRIDGE 97.6 OVER GREEN CREEK, IN THE TOP OF THE SOUTH END OF THE
 CT0140'WEST CONCRETE ABUTMENT AND ABOUT 100 YARDS NORTH OF THE ALEXANDER
 CT0140'CEMETERY, A STANDARD DISK STAMPED AS ABOVE.
 CT0140
 CT0140                          STATION RECOVERY (1995)
 CT0140
 CT0140'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0755 ***********************************************************************
 BZ0755  DESIGNATION -  P 195
 BZ0755  PID         -  BZ0755
 BZ0755  STATE/COUNTY-  TX/BOSQUE
 BZ0755  USGS QUAD   -  ALLEN BEND (1968)
 BZ0755
 BZ0755                         *CURRENT SURVEY CONTROL
 BZ0755  ___________________________________________________________________
 BZ0755* NAD 83(1986)-  31 58 43.     (N)    097 25 17.     (W)     SCALED    
 BZ0755* NAVD 88     -       175.234  (meters)     574.91   (feet)  ADJUSTED  
 BZ0755  ___________________________________________________________________
 BZ0755  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BZ0755  DYNAMIC HT  -         175.017 (meters)     574.20  (feet)  COMP
 BZ0755  MODELED GRAV-     979,401.4   (mgal)                       NAVD 88
 BZ0755
 BZ0755  VERT ORDER  -  SECOND    CLASS 0
 BZ0755
 BZ0755.The horizontal coordinates were scaled from a topographic map and have
 BZ0755.an estimated accuracy of +/- 6 seconds.
 BZ0755
 BZ0755.The orthometric height was determined by differential leveling
 BZ0755.and adjusted by the National Geodetic Survey in June 1991..
 BZ0755
 BZ0755.The geoid height was determined by GEOID03.
 BZ0755
 BZ0755.The dynamic height is computed by dividing the NAVD 88
 BZ0755.geopotential number by the normal gravity value computed on the
 BZ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0755.degrees latitude (g = 980.6199 gals.).
 BZ0755
 BZ0755.The modeled gravity was interpolated from observed gravity values.
 BZ0755
 BZ0755;                    North         East    Units  Estimated Accuracy
 BZ0755;SPC TX C     - 3,259,910.      975,200.      MT  (+/- 180 meters Scaled)
 BZ0755
 BZ0755                          SUPERSEDED SURVEY CONTROL
 BZ0755
 BZ0755  NGVD 29 (??/??/92)  175.198  (m)          574.80   (f) ADJ UNCH    2 0
 BZ0755
 BZ0755.Superseded values are not recommended for survey control.
 BZ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0755.See file dsdata.txt to determine how the superseded data were derived.
 BZ0755
 BZ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA491391(NAD 83)
 BZ0755_MARKER: DB = BENCH MARK DISK
 BZ0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0755_STAMPING: P 195 1933 574.795
 BZ0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0755+STABILITY: SURFACE MOTION
 BZ0755
 BZ0755  HISTORY     - Date     Condition        Report By
 BZ0755  HISTORY     - 1933     MONUMENTED       CGS
 BZ0755  HISTORY     - 1951     GOOD             NGS
 BZ0755  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0755
 BZ0755                          STATION DESCRIPTION
 BZ0755
 BZ0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ0755'03.0 MI SE FROM STEINER.
 BZ0755'THIS MARK WAS RECOVERED IN GOOD CONDITION.  ABOUT 03.0 MILES SOUTHEAST
 BZ0755'ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM STEINER, BOSQUE COUNTY,
 BZ0755'35 FEET NORTH OF THE CENTERLINE OF A ROAD CROSSING, 30 FEET WEST OF
 BZ0755'THE CENTERLINE OF THE TRACKS AT A CATTLEGUARD AND IN THE EAST BASE OF
 BZ0755'A SMALL LEVEE.  A STANDARD DISK, STAMPED P 195 1933 574.795 AND SET IN
 BZ0755'THE TOP OF A CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW THE GROUND
 BZ0755'SURFACE.  NOTE-- THE M.K.T.R.R. IS BEING REBUILT TO CLEAR LAKE
 BZ0755'WHITNEY.  THE PRESENT RIGHT-OF-WAY WILL BE ABANDONED AND THE STEEL
 BZ0755'REMOVED.  THIS MARK IS 5 FEET ABOVE THE MAXIMUM LAKE LEVEL BUT THE
 BZ0755'ROUTE TO THE MARK WILL BE CHANGED AND WILL DEPEND ON THE SHORELINE.
 BZ0755
 BZ0755                          STATION RECOVERY (2001)
 BZ0755
 BZ0755'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0385 ***********************************************************************
 BM0385  DESIGNATION -  P 196
 BM0385  PID         -  BM0385
 BM0385  STATE/COUNTY-  TX/MILAM
 BM0385  USGS QUAD   -  THORNDALE (1989)
 BM0385
 BM0385                         *CURRENT SURVEY CONTROL
 BM0385  ___________________________________________________________________
 BM0385* NAD 83(1986)-  30 36 47.     (N)    097 12 23.     (W)     SCALED    
 BM0385* NAVD 88     -       138.32   (+/-2cm)     453.8    (feet)  VERTCON   
 BM0385  ___________________________________________________________________
 BM0385  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BM0385
 BM0385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0385
 BM0385.The horizontal coordinates were scaled from a topographic map and have
 BM0385.an estimated accuracy of +/- 6 seconds.
 BM0385
 BM0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0385.The vertical order pertains to the NGVD 29 superseded value.
 BM0385
 BM0385.The geoid height was determined by GEOID03.
 BM0385
 BM0385;                    North         East    Units  Estimated Accuracy
 BM0385;SPC TX C     - 3,109,130.      999,770.      MT  (+/- 180 meters Scaled)
 BM0385
 BM0385                          SUPERSEDED SURVEY CONTROL
 BM0385
 BM0385  NGVD 29 (??/??/92)  138.253  (m)          453.59   (f) ADJ UNCH    2 0
 BM0385
 BM0385.Superseded values are not recommended for survey control.
 BM0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0385.See file dsdata.txt to determine how the superseded data were derived.
 BM0385
 BM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU719880(NAD 83)
 BM0385_MARKER: DB = BENCH MARK DISK
 BM0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0385_SP_SET: CONCRETE BASE
 BM0385_STAMPING: 453.647 P 196 1933
 BM0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0385
 BM0385  HISTORY     - Date     Condition        Report By
 BM0385  HISTORY     - 1933     MONUMENTED       CGS
 BM0385  HISTORY     - 1962     MARK NOT FOUND   USGS
 BM0385  HISTORY     - 1965     MARK NOT FOUND   USGS
 BM0385  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0385
 BM0385                          STATION DESCRIPTION
 BM0385
 BM0385'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BM0385'IN THORNDALE.
 BM0385'AT THORNDALE, MILAM COUNTY, ON THE MISSOURI PACIFIC RAILROAD (FORMERLY
 BM0385'THE INTERNATIONAL-GREAT NORTHERN RAILROAD), AT THE WATER TANK, AND IN
 BM0385'THE TOP OF THE CONCRETE BASE OF THE SOUTHWEST LEG. NOTE-- NO WATER
 BM0385'TANK IN AREA.
 BM0385
 BM0385                          STATION RECOVERY (1965)
 BM0385
 BM0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BM0385'MARK NOT FOUND.
 BM0385
 BM0385                          STATION RECOVERY (1999)
 BM0385
 BM0385'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0285 ***********************************************************************
 BM0285  DESIGNATION -  P 197
 BM0285  PID         -  BM0285
 BM0285  STATE/COUNTY-  TX/ROBERTSON
 BM0285  USGS QUAD   -  HEARNE NORTH (1989)
 BM0285
 BM0285                         *CURRENT SURVEY CONTROL
 BM0285  ___________________________________________________________________
 BM0285* NAD 83(1986)-  30 54 58.     (N)    096 35 52.     (W)     SCALED    
 BM0285* NAVD 88     -       103.18   (+/-2cm)     338.5    (feet)  VERTCON   
 BM0285  ___________________________________________________________________
 BM0285  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0285
 BM0285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0285
 BM0285.The horizontal coordinates were scaled from a topographic map and have
 BM0285.an estimated accuracy of +/- 6 seconds.
 BM0285
 BM0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0285.The vertical order pertains to the NGVD 29 superseded value.
 BM0285
 BM0285.The geoid height was determined by GEOID03.
 BM0285
 BM0285;                    North         East    Units  Estimated Accuracy
 BM0285;SPC TX C     - 3,144,500.    1,056,960.      MT  (+/- 180 meters Scaled)
 BM0285
 BM0285                          SUPERSEDED SURVEY CONTROL
 BM0285
 BM0285  NGVD 29 (??/??/92)  103.139  (m)          338.38   (f) ADJ UNCH    2 0
 BM0285
 BM0285.Superseded values are not recommended for survey control.
 BM0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0285.See file dsdata.txt to determine how the superseded data were derived.
 BM0285
 BM0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV295227(NAD 83)
 BM0285_MARKER: DB = BENCH MARK DISK
 BM0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0285_SP_SET: CULVERT
 BM0285_STAMPING: 338.411 P 197 1933
 BM0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0285
 BM0285  HISTORY     - Date     Condition        Report By
 BM0285  HISTORY     - 1933     MONUMENTED       CGS
 BM0285  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0285
 BM0285                          STATION DESCRIPTION
 BM0285
 BM0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0285'2.2 MI NE FROM HEARNE.
 BM0285'2.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0285'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM HEARNE, ROBERTSON COUNTY,
 BM0285'AT MILEPOST 87, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST
 BM0285'CORNER OF THE NORTH HEADWALL.
 BM0285
 BM0285                          STATION RECOVERY (1994)
 BM0285
 BM0285'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0984 ***********************************************************************
 BZ0984  DESIGNATION -  P 198
 BZ0984  PID         -  BZ0984
 BZ0984  STATE/COUNTY-  TX/CORYELL
 BZ0984  USGS QUAD   -  GATESVILLE WEST (1995)
 BZ0984
 BZ0984                         *CURRENT SURVEY CONTROL
 BZ0984  ___________________________________________________________________
 BZ0984* NAD 83(1986)-  31 28 39.     (N)    097 47 23.     (W)     SCALED    
 BZ0984* NAVD 88     -       248.664  (meters)     815.83   (feet)  ADJUSTED  
 BZ0984  ___________________________________________________________________
 BZ0984  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BZ0984  DYNAMIC HT  -         248.339 (meters)     814.76  (feet)  COMP
 BZ0984  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 BZ0984
 BZ0984  VERT ORDER  -  SECOND    CLASS 0
 BZ0984
 BZ0984.The horizontal coordinates were scaled from a topographic map and have
 BZ0984.an estimated accuracy of +/- 6 seconds.
 BZ0984
 BZ0984.The orthometric height was determined by differential leveling
 BZ0984.and adjusted by the National Geodetic Survey in June 1991..
 BZ0984
 BZ0984.The geoid height was determined by GEOID03.
 BZ0984
 BZ0984.The dynamic height is computed by dividing the NAVD 88
 BZ0984.geopotential number by the normal gravity value computed on the
 BZ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0984.degrees latitude (g = 980.6199 gals.).
 BZ0984
 BZ0984.The modeled gravity was interpolated from observed gravity values.
 BZ0984
 BZ0984;                    North         East    Units  Estimated Accuracy
 BZ0984;SPC TX C     - 3,203,510.      941,670.      MT  (+/- 180 meters Scaled)
 BZ0984
 BZ0984                          SUPERSEDED SURVEY CONTROL
 BZ0984
 BZ0984  NGVD 29 (??/??/92)  248.605  (m)          815.63   (f) ADJ UNCH    2 0
 BZ0984
 BZ0984.Superseded values are not recommended for survey control.
 BZ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0984.See file dsdata.txt to determine how the superseded data were derived.
 BZ0984
 BZ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV149831(NAD 83)
 BZ0984_MARKER: DB = BENCH MARK DISK
 BZ0984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0984_SP_SET: CULVERT
 BZ0984_STAMPING: P 198 1933
 BZ0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0984
 BZ0984  HISTORY     - Date     Condition        Report By
 BZ0984  HISTORY     - 1933     MONUMENTED       CGS
 BZ0984  HISTORY     - 1957     GOOD             DOD
 BZ0984  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0984
 BZ0984                          STATION DESCRIPTION
 BZ0984
 BZ0984'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0984'4.8 MI NW FROM GATESVILLE.
 BZ0984'4.8 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0984'GATESVILLE, CORYELL COUNTY, AT POLE 4+3, IN THE TOP OF THE SOUTH
 BZ0984'HEADWALL OF A CONCRETE CULVERT, AND 16 FEET SOUTH OF THE CENTERLINE OF
 BZ0984'THE TRACK.
 BZ0984
 BZ0984                          STATION RECOVERY (2001)
 BZ0984
 BZ0984'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ0984'LOCATED ON PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0897 ***********************************************************************
 BZ0897  DESIGNATION -  P 199
 BZ0897  PID         -  BZ0897
 BZ0897  STATE/COUNTY-  TX/BELL
 BZ0897  USGS QUAD   -  TROY (1993)
 BZ0897
 BZ0897                         *CURRENT SURVEY CONTROL
 BZ0897  ___________________________________________________________________
 BZ0897* NAD 83(1986)-  31 11 18.     (N)    097 21 02.     (W)     SCALED    
 BZ0897* NAVD 88     -       228.746  (meters)     750.48   (feet)  ADJUSTED  
 BZ0897  ___________________________________________________________________
 BZ0897  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BZ0897  DYNAMIC HT  -         228.444 (meters)     749.49  (feet)  COMP
 BZ0897  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 BZ0897
 BZ0897  VERT ORDER  -  SECOND    CLASS 0
 BZ0897
 BZ0897.The horizontal coordinates were scaled from a topographic map and have
 BZ0897.an estimated accuracy of +/- 6 seconds.
 BZ0897
 BZ0897.The orthometric height was determined by differential leveling
 BZ0897.and adjusted by the National Geodetic Survey in June 1991..
 BZ0897
 BZ0897.The geoid height was determined by GEOID03.
 BZ0897
 BZ0897.The dynamic height is computed by dividing the NAVD 88
 BZ0897.geopotential number by the normal gravity value computed on the
 BZ0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0897.degrees latitude (g = 980.6199 gals.).
 BZ0897
 BZ0897.The modeled gravity was interpolated from observed gravity values.
 BZ0897
 BZ0897;                    North         East    Units  Estimated Accuracy
 BZ0897;SPC TX C     - 3,172,500.      984,240.      MT  (+/- 180 meters Scaled)
 BZ0897
 BZ0897                          SUPERSEDED SURVEY CONTROL
 BZ0897
 BZ0897  NGVD 29 (??/??/92)  228.697  (m)          750.32   (f) ADJ UNCH    2 0
 BZ0897
 BZ0897.Superseded values are not recommended for survey control.
 BZ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0897.See file dsdata.txt to determine how the superseded data were derived.
 BZ0897
 BZ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV571516(NAD 83)
 BZ0897_MARKER: DB = BENCH MARK DISK
 BZ0897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0897_SP_SET: CULVERT
 BZ0897_STAMPING: P 199 1933
 BZ0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0897
 BZ0897  HISTORY     - Date     Condition        Report By
 BZ0897  HISTORY     - 1933     MONUMENTED       CGS
 BZ0897  HISTORY     - 1980     POOR             NGS
 BZ0897  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0897  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0897
 BZ0897                          STATION DESCRIPTION
 BZ0897
 BZ0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0897'IN PENDLETON.
 BZ0897'AT PENDLETON, BELL COUNTY, ON THE GULF, COLORADO AND SANTA FE RAILWAY,
 BZ0897'400 FEET SOUTH OF MILEPOST 225, 225 FEET SOUTH OF A ROAD CROSSING, IN
 BZ0897'THE TOP OF THE WEST HEADWALL OF A STONE CULVERT, AND 17 FEET WEST OF
 BZ0897'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED P 199 1933.
 BZ0897
 BZ0897                          STATION RECOVERY (1980)
 BZ0897
 BZ0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0897'NOTE-NOT LEVELED TO AT THIS DATE, DISK HAS BEEN MUTILATED.
 BZ0897
 BZ0897                          STATION RECOVERY (1995)
 BZ0897
 BZ0897'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0897'MARK NOT FOUND.
 BZ0897
 BZ0897                          STATION RECOVERY (2003)
 BZ0897
 BZ0897'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0472 ***********************************************************************
 DM0472  DESIGNATION -  P 2
 DM0472  PID         -  DM0472
 DM0472  STATE/COUNTY-  TX/HOPKINS
 DM0472  USGS QUAD   -  CUMBY (1964)
 DM0472
 DM0472                         *CURRENT SURVEY CONTROL
 DM0472  ___________________________________________________________________
 DM0472* NAD 83(1986)-  33 08 13.     (N)    095 50 21.     (W)     SCALED    
 DM0472* NAVD 88     -       197.910  (meters)     649.31   (feet)  ADJUSTED  
 DM0472  ___________________________________________________________________
 DM0472  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DM0472  DYNAMIC HT  -         197.694 (meters)     648.60  (feet)  COMP
 DM0472  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 DM0472
 DM0472  VERT ORDER  -  FIRST     CLASS II
 DM0472
 DM0472.The horizontal coordinates were scaled from a topographic map and have
 DM0472.an estimated accuracy of +/- 6 seconds.
 DM0472
 DM0472.The orthometric height was determined by differential leveling
 DM0472.and adjusted by the National Geodetic Survey in June 1991..
 DM0472
 DM0472.The geoid height was determined by GEOID03.
 DM0472
 DM0472.The dynamic height is computed by dividing the NAVD 88
 DM0472.geopotential number by the normal gravity value computed on the
 DM0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0472.degrees latitude (g = 980.6199 gals.).
 DM0472
 DM0472.The modeled gravity was interpolated from observed gravity values.
 DM0472
 DM0472;                    North         East    Units  Estimated Accuracy
 DM0472;SPC TXNC     - 2,166,180.      848,220.      MT  (+/- 180 meters Scaled)
 DM0472
 DM0472                          SUPERSEDED SURVEY CONTROL
 DM0472
 DM0472  NGVD 29 (??/??/92)  197.907  (m)          649.30   (f) ADJ UNCH    1 2
 DM0472
 DM0472.Superseded values are not recommended for survey control.
 DM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0472.See file dsdata.txt to determine how the superseded data were derived.
 DM0472
 DM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS351700(NAD 83)
 DM0472_MARKER: B = BOLT
 DM0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0472_SP_SET: BUILDING
 DM0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0472
 DM0472  HISTORY     - Date     Condition        Report By
 DM0472  HISTORY     - UNK      MONUMENTED       CGS
 DM0472  HISTORY     - 1934     GOOD             NGS
 DM0472  HISTORY     - 19950622 GOOD             USPSQD
 DM0472  HISTORY     - 20020508 MARK NOT FOUND   JCLS
 DM0472
 DM0472                          STATION DESCRIPTION
 DM0472
 DM0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0472'IN CUMBY.
 DM0472'AT CUMBY, HOPKINS COUNTY, AT THE FORMER FIRST NATIONAL BANK BUILDING,
 DM0472'IN THE WEST WALL, MIDWAY BETWEEN THE SOUTHWEST CORNER AND A WINDOW,
 DM0472'FIVE BRICKS FROM THE CORNER, AND 4 FEET ABOVE THE GROUND.  NOTE--
 DM0472'FIRST NATIONAL BANK BUILDING IS NOW VACANT.
 DM0472
 DM0472                          STATION RECOVERY (1995)
 DM0472
 DM0472'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0472'RECOVERED IN GOOD CONDITION.
 DM0472
 DM0472                          STATION RECOVERY (2002)
 DM0472
 DM0472'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DM0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0049 ***********************************************************************
 EO0049  DESIGNATION -  P 20
 EO0049  PID         -  EO0049
 EO0049  STATE/COUNTY-  TX/DEAF SMITH
 EO0049  USGS QUAD   -  HEREFORD (1970)
 EO0049
 EO0049                         *CURRENT SURVEY CONTROL
 EO0049  ___________________________________________________________________
 EO0049* NAD 83(1986)-  34 49 04.     (N)    102 23 52.     (W)     SCALED    
 EO0049* NAVD 88     -      1165.699  (meters)    3824.46   (feet)  ADJUSTED  
 EO0049  ___________________________________________________________________
 EO0049  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 EO0049  DYNAMIC HT  -        1164.228 (meters)    3819.64  (feet)  COMP
 EO0049  MODELED GRAV-     979,333.2   (mgal)                       NAVD 88
 EO0049
 EO0049  VERT ORDER  -  FIRST     CLASS II
 EO0049
 EO0049.The horizontal coordinates were scaled from a topographic map and have
 EO0049.an estimated accuracy of +/- 6 seconds.
 EO0049
 EO0049.The orthometric height was determined by differential leveling
 EO0049.and adjusted by the National Geodetic Survey in June 1991..
 EO0049
 EO0049.The geoid height was determined by GEOID03.
 EO0049
 EO0049.The dynamic height is computed by dividing the NAVD 88
 EO0049.geopotential number by the normal gravity value computed on the
 EO0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0049.degrees latitude (g = 980.6199 gals.).
 EO0049
 EO0049.The modeled gravity was interpolated from observed gravity values.
 EO0049
 EO0049;                    North         East    Units  Estimated Accuracy
 EO0049;SPC TX N     - 1,091,100.      117,870.      MT  (+/- 180 meters Scaled)
 EO0049
 EO0049                          SUPERSEDED SURVEY CONTROL
 EO0049
 EO0049  NGVD 29 (??/??/92) 1165.201  (m)         3822.83   (f) ADJ UNCH    1 2
 EO0049
 EO0049.Superseded values are not recommended for survey control.
 EO0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0049.See file dsdata.txt to determine how the superseded data were derived.
 EO0049
 EO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU380559(NAD 83)
 EO0049_MARKER: DB = BENCH MARK DISK
 EO0049_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EO0049_SP_SET: LARGE BUILDING
 EO0049_STAMPING: P 20 1911 ELEV. 3822.830 FT.
 EO0049_MARK LOGO: CGS   
 EO0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0049+STABILITY: POSITION/ELEVATION WELL
 EO0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0049+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 EO0049
 EO0049  HISTORY     - Date     Condition        Report By
 EO0049  HISTORY     - 1911     MONUMENTED       CGS
 EO0049  HISTORY     - 1958     GOOD             NGS
 EO0049  HISTORY     - 1984     GOOD             NGS
 EO0049  HISTORY     - 20020314 GOOD             NGS
 EO0049
 EO0049                          STATION DESCRIPTION
 EO0049
 EO0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0049'IN HEREFORD.
 EO0049'AT HEREFORD, ABOUT 0.15 MILE NORTH ALONG SAMPSON AVENUE FROM THE
 EO0049'PANHANDLE AND SANTA FE RAILWAY STATION, AT THE COUNTY COURTHOUSE, SET
 EO0049'VERTICALLY IN THE SOUTH FACE OF THE EAST SIDE OF THE SOUTH ENTRANCE TO
 EO0049'THE BASEMENT, 4 1/2 FEET EAST OF THE CENTER OF THE BASEMENT DOOR, AND
 EO0049'ABOUT 4 FEET ABOVE THE SIDEWALK.  NOTE-- 1911 WAS STAMPED ON THE MARK
 EO0049'BY THIS PARTY.
 EO0049
 EO0049                          STATION RECOVERY (1984)
 EO0049
 EO0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0049'RECOVERED IN GOOD CONDITION.
 EO0049
 EO0049                          STATION RECOVERY (2002)
 EO0049
 EO0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0049'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION, THE RAILROAD IS
 EO0049'NOW THE
 EO0049'BURLINGTON NORTHERN SANTE FE.
 EO0049' 
 EO0049' 
 EO0049' 
 EO0049' 
 EO0049' 
 EO0049' 
 EO0049'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0690 ***********************************************************************
 BM0690  DESIGNATION -  P 200
 BM0690  PID         -  BM0690
 BM0690  STATE/COUNTY-  TX/WILLIAMSON
 BM0690  USGS QUAD   -  LIBERTY HILL (1979)
 BM0690
 BM0690                         *CURRENT SURVEY CONTROL
 BM0690  ___________________________________________________________________
 BM0690* NAD 83(1986)-  30 40 01.     (N)    097 55 05.     (W)     SCALED    
 BM0690* NAVD 88     -       314.865  (meters)    1033.02   (feet)  ADJUSTED  
 BM0690  ___________________________________________________________________
 BM0690  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BM0690  DYNAMIC HT  -         314.439 (meters)    1031.62  (feet)  COMP
 BM0690  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 BM0690
 BM0690  VERT ORDER  -  SECOND    CLASS 0
 BM0690
 BM0690.The horizontal coordinates were scaled from a topographic map and have
 BM0690.an estimated accuracy of +/- 6 seconds.
 BM0690
 BM0690.The orthometric height was determined by differential leveling
 BM0690.and adjusted by the National Geodetic Survey in June 1991..
 BM0690
 BM0690.The geoid height was determined by GEOID03.
 BM0690
 BM0690.The dynamic height is computed by dividing the NAVD 88
 BM0690.geopotential number by the normal gravity value computed on the
 BM0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0690.degrees latitude (g = 980.6199 gals.).
 BM0690
 BM0690.The modeled gravity was interpolated from observed gravity values.
 BM0690
 BM0690;                    North         East    Units  Estimated Accuracy
 BM0690;SPC TX C     - 3,113,400.      931,430.      MT  (+/- 180 meters Scaled)
 BM0690
 BM0690                          SUPERSEDED SURVEY CONTROL
 BM0690
 BM0690  NGVD 29 (??/??/92)  314.788  (m)         1032.77   (f) ADJ UNCH    2 0
 BM0690
 BM0690.Superseded values are not recommended for survey control.
 BM0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0690.See file dsdata.txt to determine how the superseded data were derived.
 BM0690
 BM0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU036931(NAD 83)
 BM0690_MARKER: DB = BENCH MARK DISK
 BM0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0690_SP_SET: BUILDING
 BM0690_STAMPING: P-200 1933
 BM0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0690
 BM0690  HISTORY     - Date     Condition        Report By
 BM0690  HISTORY     - 1933     MONUMENTED       CGS
 BM0690  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0690
 BM0690                          STATION DESCRIPTION
 BM0690
 BM0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0690'IN LIBERTY HILL.
 BM0690'IN LIBERTY HILL HIGH SCHOOL BUILDING, 0.6 FOOT NORTHEAST OF SOUTH
 BM0690'CORNER, 2.7 FEET ABOVE GROUND, IN CONCRETE FOUNDATION WALL.
 BM0690
 BM0690                          STATION RECOVERY (1990)
 BM0690
 BM0690'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0628 ***********************************************************************
 BM0628  DESIGNATION -  P 201
 BM0628  PID         -  BM0628
 BM0628  STATE/COUNTY-  TX/TRAVIS
 BM0628  USGS QUAD   -  AUSTIN EAST (1988)
 BM0628
 BM0628                         *CURRENT SURVEY CONTROL
 BM0628  ___________________________________________________________________
 BM0628* NAD 83(1986)-  30 16 21.     (N)    097 44 25.     (W)     SCALED    
 BM0628* NAVD 88     -       162.684  (meters)     533.74   (feet)  ADJUSTED  
 BM0628  ___________________________________________________________________
 BM0628  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0628  DYNAMIC HT  -         162.462 (meters)     533.01  (feet)  COMP
 BM0628  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 BM0628
 BM0628  VERT ORDER  -  FIRST     CLASS II
 BM0628
 BM0628.The horizontal coordinates were scaled from a topographic map and have
 BM0628.an estimated accuracy of +/- 6 seconds.
 BM0628
 BM0628.The orthometric height was determined by differential leveling
 BM0628.and adjusted by the National Geodetic Survey in June 1991..
 BM0628
 BM0628.The geoid height was determined by GEOID03.
 BM0628
 BM0628.The dynamic height is computed by dividing the NAVD 88
 BM0628.geopotential number by the normal gravity value computed on the
 BM0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0628.degrees latitude (g = 980.6199 gals.).
 BM0628
 BM0628.The modeled gravity was interpolated from observed gravity values.
 BM0628
 BM0628;                    North         East    Units  Estimated Accuracy
 BM0628;SPC TX C     - 3,070,070.      949,480.      MT  (+/- 180 meters Scaled)
 BM0628
 BM0628                          SUPERSEDED SURVEY CONTROL
 BM0628
 BM0628  NGVD 29 (??/??/92)  162.600  (m)          533.46   (f) ADJ UNCH    1 2
 BM0628
 BM0628.Superseded values are not recommended for survey control.
 BM0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0628.See file dsdata.txt to determine how the superseded data were derived.
 BM0628
 BM0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU211496(NAD 83)
 BM0628_MARKER: DB = BENCH MARK DISK
 BM0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0628_SP_SET: STEP
 BM0628_STAMPING: P-201 1933
 BM0628_MARK LOGO: CGS   
 BM0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0628+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 BM0628
 BM0628  HISTORY     - Date     Condition        Report By
 BM0628  HISTORY     - 1933     MONUMENTED       CGS
 BM0628  HISTORY     - 1953     GOOD             NGS
 BM0628  HISTORY     - 1980     GOOD             NGS
 BM0628  HISTORY     - 1990     GOOD             USPSQD
 BM0628  HISTORY     - 19980730 GOOD             USPSQD
 BM0628  HISTORY     - 20010224 GOOD             USPSQD
 BM0628  HISTORY     - 20020225 GOOD             NGS
 BM0628  HISTORY     - 20021103 GOOD             GEOCAC
 BM0628  HISTORY     - 20030308 GOOD             USPSQD
 BM0628  HISTORY     - 20050226 GOOD             USPSQD
 BM0628
 BM0628                          STATION DESCRIPTION
 BM0628
 BM0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0628'IN AUSTIN.
 BM0628'AT STATE HIGHWAY BUILDING, IN GRANITE STEP, AT WEST SIDE OF NORTH
 BM0628'ENTRANCE.
 BM0628
 BM0628                          STATION RECOVERY (1953)
 BM0628
 BM0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BM0628'RECOVERED IN GOOD CONDITION.
 BM0628
 BM0628                          STATION RECOVERY (1980)
 BM0628
 BM0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0628'IN AUSTIN, 0.85 KM (0.55 MI) WEST ALONG EAST ELEVENTH STREET FROM THE
 BM0628'JUNCTION ON INTERSTATE 35, AT THE INTERSECTION OF BRAZOS STREET, AT
 BM0628'THE STATE HIGHWAY DEPARTMENT BUILDING SOUTH OF ELEVENTH STREET, IN TOP
 BM0628'OF THE GRANITE ENTRANCE FLOOR WHICH IS SET ON THE MAIN FOUNDATION OF
 BM0628'THE BUILDING ON THE WEST SIDE OF THE NORTH ENTRANCE TO THE BUILDING.
 BM0628'NOTE-DISK IS NOT IN THE TOP OF THE STEP AS PREVIOUSLY DESCRIBED.
 BM0628
 BM0628                          STATION RECOVERY (1990)
 BM0628
 BM0628'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0628'RECOVERED IN GOOD CONDITION.
 BM0628
 BM0628                          STATION RECOVERY (1998)
 BM0628
 BM0628'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0628'RECOVERED IN GOOD CONDITION.
 BM0628
 BM0628                          STATION RECOVERY (2001)
 BM0628
 BM0628'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM0628'RECOVERED IN GOOD CONDITION.
 BM0628
 BM0628                          STATION RECOVERY (2002)
 BM0628
 BM0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 BM0628'RECOVERED IN GOOD CONDITION.
 BM0628
 BM0628                          STATION RECOVERY (2002)
 BM0628
 BM0628'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 BM0628'RECOVERED IN GOOD CONDITION.
 BM0628
 BM0628                          STATION RECOVERY (2003)
 BM0628
 BM0628'RECOVERY NOTE BY US POWER SQUADRON 2003 (TSC)
 BM0628'RECOVERED IN GOOD CONDITION.
 BM0628
 BM0628                          STATION RECOVERY (2005)
 BM0628
 BM0628'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHG)
 BM0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0089 ***********************************************************************
 BN0089  DESIGNATION -  P 202
 BN0089  PID         -  BN0089
 BN0089  STATE/COUNTY-  TX/BLANCO
 BN0089  USGS QUAD   -  YEAGER CREEK (1986)
 BN0089
 BN0089                         *CURRENT SURVEY CONTROL
 BN0089  ___________________________________________________________________
 BN0089* NAD 83(1986)-  30 12 02.     (N)    098 21 55.     (W)     SCALED    
 BN0089* NAVD 88     -       374.010  (meters)    1227.06   (feet)  ADJUSTED  
 BN0089  ___________________________________________________________________
 BN0089  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 BN0089  DYNAMIC HT  -         373.492 (meters)    1225.37  (feet)  COMP
 BN0089  MODELED GRAV-     979,245.6   (mgal)                       NAVD 88
 BN0089
 BN0089  VERT ORDER  -  SECOND    CLASS 0
 BN0089
 BN0089.The horizontal coordinates were scaled from a topographic map and have
 BN0089.an estimated accuracy of +/- 6 seconds.
 BN0089
 BN0089.The orthometric height was determined by differential leveling
 BN0089.and adjusted by the National Geodetic Survey in June 1991..
 BN0089
 BN0089.The geoid height was determined by GEOID03.
 BN0089
 BN0089.The dynamic height is computed by dividing the NAVD 88
 BN0089.geopotential number by the normal gravity value computed on the
 BN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0089.degrees latitude (g = 980.6199 gals.).
 BN0089
 BN0089.The modeled gravity was interpolated from observed gravity values.
 BN0089
 BN0089;                    North         East    Units  Estimated Accuracy
 BN0089;SPC TX C     - 3,060,860.      889,490.      MT  (+/- 180 meters Scaled)
 BN0089
 BN0089                          SUPERSEDED SURVEY CONTROL
 BN0089
 BN0089  NGVD 29 (??/??/92)  373.920  (m)         1226.77   (f) ADJ UNCH    2 0
 BN0089
 BN0089.Superseded values are not recommended for survey control.
 BN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0089.See file dsdata.txt to determine how the superseded data were derived.
 BN0089
 BN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU610411(NAD 83)
 BN0089_MARKER: DB = BENCH MARK DISK
 BN0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0089_STAMPING: P 202 1933
 BN0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0089+STABILITY: SURFACE MOTION
 BN0089
 BN0089  HISTORY     - Date     Condition        Report By
 BN0089  HISTORY     - 1933     MONUMENTED       CGS
 BN0089  HISTORY     - 1953     GOOD             NGS
 BN0089  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BN0089  HISTORY     - 1991     GOOD             USPSQD
 BN0089  HISTORY     - 20060130 MARK NOT FOUND   USPSQD
 BN0089
 BN0089                          STATION DESCRIPTION
 BN0089
 BN0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0089'6.75 MI SE FROM JOHNSON CITY.
 BN0089'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0089'CITY, THENCE 6.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 290, 48 FEET
 BN0089'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTHEAST OF THE
 BN0089'SOUTHEAST BANK OF MILL CREEK, 8 FEET NORTHEAST OF A TELEPHONE POLE, 1
 BN0089'FOOT SOUTHEAST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN
 BN0089'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BN0089
 BN0089                          STATION RECOVERY (1983)
 BN0089
 BN0089'RECOVERY NOTE BY US POWER SQUADRON 1983
 BN0089'MARK NOT FOUND.
 BN0089
 BN0089                          STATION RECOVERY (1991)
 BN0089
 BN0089'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0089'RECOVERED IN GOOD CONDITION.
 BN0089
 BN0089                          STATION RECOVERY (2006)
 BN0089
 BN0089'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BN0089'THIS IS FOUR LANE HWY.  48 FEET FROM CENTERLINE OF HWY. IS IN THE
 BN0089'DITCH.  THE MARK WAS PROBABLY DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0671 ***********************************************************************
 AH0671  DESIGNATION -  P 203
 AH0671  PID         -  AH0671
 AH0671  STATE/COUNTY-  TX/KLEBERG
 AH0671  USGS QUAD   -  PAISANO LAKE (1979)
 AH0671
 AH0671                         *CURRENT SURVEY CONTROL
 AH0671  ___________________________________________________________________
 AH0671* NAD 83(1986)-  27 15 26.     (N)    097 58 17.     (W)     SCALED    
 AH0671* NAVD 88     -        21.914  (meters)      71.90   (feet)  ADJUSTED  
 AH0671  ___________________________________________________________________
 AH0671  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH0671  DYNAMIC HT  -          21.880 (meters)      71.78  (feet)  COMP
 AH0671  MODELED GRAV-     979,080.6   (mgal)                       NAVD 88
 AH0671
 AH0671  VERT ORDER  -  SECOND    CLASS 0
 AH0671
 AH0671.The horizontal coordinates were scaled from a topographic map and have
 AH0671.an estimated accuracy of +/- 6 seconds.
 AH0671
 AH0671.The orthometric height was determined by differential leveling
 AH0671.and adjusted by the National Geodetic Survey in June 1991..
 AH0671
 AH0671.The geoid height was determined by GEOID03.
 AH0671
 AH0671.The dynamic height is computed by dividing the NAVD 88
 AH0671.geopotential number by the normal gravity value computed on the
 AH0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0671.degrees latitude (g = 980.6199 gals.).
 AH0671
 AH0671.The modeled gravity was interpolated from observed gravity values.
 AH0671
 AH0671;                    North         East    Units  Estimated Accuracy
 AH0671;SPC TX S     - 5,176,330.      352,340.      MT  (+/- 180 meters Scaled)
 AH0671
 AH0671                          SUPERSEDED SURVEY CONTROL
 AH0671
 AH0671  NGVD 29 (??/??/92)   22.041  (m)           72.31   (f) ADJ UNCH    2 0
 AH0671
 AH0671.Superseded values are not recommended for survey control.
 AH0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0671.See file dsdata.txt to determine how the superseded data were derived.
 AH0671
 AH0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR018153(NAD 83)
 AH0671_MARKER: DB = BENCH MARK DISK
 AH0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0671_STAMPING: P 203 1934
 AH0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0671+STABILITY: SURFACE MOTION
 AH0671
 AH0671  HISTORY     - Date     Condition        Report By
 AH0671  HISTORY     - 1934     MONUMENTED       CGS
 AH0671  HISTORY     - 1942     GOOD             NGS
 AH0671  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0671
 AH0671                          STATION DESCRIPTION
 AH0671
 AH0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AH0671'10.3 MI W FROM RIVIERA.
 AH0671'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT RIVIERA-- PROCEED
 AH0671'WESTERLY 10.3 MILES ALONG STATE HIGHWAY NO. 285 TO SITE OF BENCH MARK.
 AH0671'BENCH MARK IS ABOUT 0.8 MILE EAST OF KLEBERG-BROOKS COUNTY LINE. IT
 AH0671'IS 38.0 FEET NORTH OF CENTERLINE OF HIGHWAY, 75.0 FEET NORTH AND
 AH0671'ACROSS HIGHWAY FROM LINE OF FENCE RUNNING SOUTH, 3.0 FEET NORTH OF
 AH0671'HIGHWAY FENCE, 2.0 FEET SOUTH OF 4 X 4 INCH WOODEN MARKER POST. THE
 AH0671'MONUMENT PROJECTS ABOUT 0.2 FOOT.  A STANDARD DISK SET IN CONCRETE
 AH0671'POST.
 AH0671
 AH0671                          STATION RECOVERY (1975)
 AH0671
 AH0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0059 ***********************************************************************
 BM0059  DESIGNATION -  P 206
 BM0059  PID         -  BM0059
 BM0059  STATE/COUNTY-  TX/GRIMES
 BM0059  USGS QUAD   -  NAVASOTA (1989)
 BM0059
 BM0059                         *CURRENT SURVEY CONTROL
 BM0059  ___________________________________________________________________
 BM0059* NAD 83(1986)-  30 27 24.     (N)    096 01 26.     (W)     SCALED    
 BM0059* NAVD 88     -        68.24   (+/-2cm)     223.9    (feet)  VERTCON   
 BM0059  ___________________________________________________________________
 BM0059  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BM0059
 BM0059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0059
 BM0059.The horizontal coordinates were scaled from a topographic map and have
 BM0059.an estimated accuracy of +/- 6 seconds.
 BM0059
 BM0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0059.The vertical order pertains to the NGVD 29 superseded value.
 BM0059
 BM0059.The geoid height was determined by GEOID03.
 BM0059
 BM0059;                    North         East    Units  Estimated Accuracy
 BM0059;SPC TX C     - 3,095,590.    1,113,750.      MT  (+/- 180 meters Scaled)
 BM0059
 BM0059                          SUPERSEDED SURVEY CONTROL
 BM0059
 BM0059  NGVD 29 (??/??/92)   68.224  (m)          223.83   (f) ADJ UNCH    2 0
 BM0059
 BM0059.Superseded values are not recommended for survey control.
 BM0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0059.See file dsdata.txt to determine how the superseded data were derived.
 BM0059
 BM0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU857731(NAD 83)
 BM0059_MARKER: DB = BENCH MARK DISK
 BM0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0059_SP_SET: CULVERT
 BM0059_STAMPING: P 206 1933
 BM0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0059
 BM0059  HISTORY     - Date     Condition        Report By
 BM0059  HISTORY     - 1933     MONUMENTED       CGS
 BM0059  HISTORY     - 1954     GOOD             NGS
 BM0059  HISTORY     - 1958     POOR             USGS
 BM0059  HISTORY     - 19910622 MARK NOT FOUND   USPSQD
 BM0059  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0059
 BM0059                          STATION DESCRIPTION
 BM0059
 BM0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0059'3.0 MI SW FROM ANDERSON.
 BM0059'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 90 FROM THE COURTHOUSE AT
 BM0059'ANDERSON, 30 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 BM0059'NORTHWEST OF THE CENTER LINE OF AN OLD RAILROAD GRADE, 5 FEET BELOW
 BM0059'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 BM0059'NORTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE OLD RAILROAD GRADE.
 BM0059
 BM0059                          STATION RECOVERY (1958)
 BM0059
 BM0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BM0059'MARK RECOVERED IN POOR CONDITION.
 BM0059
 BM0059                          STATION RECOVERY (1991)
 BM0059
 BM0059'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0059'MARK NOT FOUND.
 BM0059
 BM0059                          STATION RECOVERY (1994)
 BM0059
 BM0059'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0114 ***********************************************************************
 BM0114  DESIGNATION -  P 207 RESET 1950
 BM0114  PID         -  BM0114
 BM0114  STATE/COUNTY-  TX/WASHINGTON
 BM0114  USGS QUAD   -  BRENHAM (1989)
 BM0114
 BM0114                         *CURRENT SURVEY CONTROL
 BM0114  ___________________________________________________________________
 BM0114* NAD 83(1986)-  30 09 43.     (N)    096 23 44.     (W)     SCALED    
 BM0114* NAVD 88     -       101.18   (+/-2cm)     332.0    (feet)  VERTCON   
 BM0114  ___________________________________________________________________
 BM0114  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BM0114
 BM0114  VERT ORDER  -  THIRD (See Below)
 BM0114
 BM0114.The horizontal coordinates were scaled from a topographic map and have
 BM0114.an estimated accuracy of +/- 6 seconds.
 BM0114
 BM0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0114.The vertical order pertains to the NGVD 29 superseded value.
 BM0114
 BM0114.The geoid height was determined by GEOID03.
 BM0114
 BM0114;                    North         East    Units  Estimated Accuracy
 BM0114;SPC TX C     - 3,061,620.    1,079,240.      MT  (+/- 180 meters Scaled)
 BM0114
 BM0114                          SUPERSEDED SURVEY CONTROL
 BM0114
 BM0114  NGVD 29 (01/29/03)  101.14   (m)          331.8    (f) RESET       3  
 BM0114
 BM0114.Superseded values are not recommended for survey control.
 BM0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0114.See file dsdata.txt to determine how the superseded data were derived.
 BM0114
 BM0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU508395(NAD 83)
 BM0114_MARKER: DB = BENCH MARK DISK
 BM0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0114_SP_SET: CURB
 BM0114_STAMPING: P 207 REST 1950
 BM0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0114+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 BM0114
 BM0114  HISTORY     - Date     Condition        Report By
 BM0114  HISTORY     - 1950     MONUMENTED       CGS
 BM0114  HISTORY     - 19910623 GOOD             USPSQD
 BM0114  HISTORY     - 19991009 GOOD             USPSQD
 BM0114  HISTORY     - 20040327 GOOD             USPSQD
 BM0114
 BM0114                          STATION DESCRIPTION
 BM0114
 BM0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BM0114'IN BRENHAM.
 BM0114'AT BRENHAM, ABOUT 1/2 MILE SOUTH OF THE BUSINESS SECTION OF TOWN, AT
 BM0114'THE STREET INTERSECTION SOUTH EAST OF THE NEW WATER TANK, IN THE CURB
 BM0114'ON THE EAST SIDE OF THE NORTH SOUTH STREET AND IN RANGE WITH THE NORTH
 BM0114'SIDE OF ST. MARYS CATHOLIC CHURCH, IN THE NORTH WEST CORNER OF THE
 BM0114'CHURCH YARD AND JUST SOUTH OF THE DRIVE ENTRANCE TO THE NORTH SIDE OF
 BM0114'THE YARD.  A STANDARD DISK SET IN THE TOP OF THE CURB, STAMPED P 207
 BM0114'RESET 1950.
 BM0114
 BM0114                          STATION RECOVERY (1991)
 BM0114
 BM0114'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0114'RECOVERED IN GOOD CONDITION.
 BM0114
 BM0114                          STATION RECOVERY (1999)
 BM0114
 BM0114'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0114'RECOVERED IN GOOD CONDITION.
 BM0114
 BM0114                          STATION RECOVERY (2004)
 BM0114
 BM0114'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0114'GO TO N30 09 42.9 W096 23 51.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0328 ***********************************************************************
 BM0328  DESIGNATION -  P 208
 BM0328  PID         -  BM0328
 BM0328  STATE/COUNTY-  TX/MILAM
 BM0328  USGS QUAD   -  MILANO (1989)
 BM0328
 BM0328                         *CURRENT SURVEY CONTROL
 BM0328  ___________________________________________________________________
 BM0328* NAD 83(1986)-  30 41 30.     (N)    096 50 46.     (W)     SCALED    
 BM0328* NAVD 88     -       127.79   (+/-2cm)     419.3    (feet)  VERTCON   
 BM0328  ___________________________________________________________________
 BM0328  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0328
 BM0328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0328
 BM0328.The horizontal coordinates were scaled from a topographic map and have
 BM0328.an estimated accuracy of +/- 6 seconds.
 BM0328
 BM0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0328.The vertical order pertains to the NGVD 29 superseded value.
 BM0328
 BM0328.The geoid height was determined by GEOID03.
 BM0328
 BM0328;                    North         East    Units  Estimated Accuracy
 BM0328;SPC TX C     - 3,118,860.    1,034,020.      MT  (+/- 180 meters Scaled)
 BM0328
 BM0328                          SUPERSEDED SURVEY CONTROL
 BM0328
 BM0328  NGVD 29 (??/??/92)  127.729  (m)          419.06   (f) ADJ UNCH    2 0
 BM0328
 BM0328.Superseded values are not recommended for survey control.
 BM0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0328.See file dsdata.txt to determine how the superseded data were derived.
 BM0328
 BM0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU063974(NAD 83)
 BM0328_MARKER: DB = BENCH MARK DISK
 BM0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0328_STAMPING: P-208 1934
 BM0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0328+STABILITY: SURFACE MOTION
 BM0328
 BM0328  HISTORY     - Date     Condition        Report By
 BM0328  HISTORY     - 1934     MONUMENTED       CGS
 BM0328  HISTORY     - 19991111 POOR             USPSQD
 BM0328
 BM0328                          STATION DESCRIPTION
 BM0328
 BM0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0328'1.6 MI SE FROM MILANO.
 BM0328'1.6 MILES SOUTHEAST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD. 64
 BM0328'YARDS SOUTHEAST OF MILEPOLE 173, 72 FEET NORTHEAST OF CENTER OF TRACK.
 BM0328'82 YARDS SOUTH OF MILE POST (WHITE RAILROAD RAIL IN GROUND) 173, 47
 BM0328'FEET SOUTHEAST OF CENTER OF CROSSROAD.
 BM0328
 BM0328                          STATION RECOVERY (1999)
 BM0328
 BM0328'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0328'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0343 ***********************************************************************
 BM0343  DESIGNATION -  P 209
 BM0343  PID         -  BM0343
 BM0343  STATE/COUNTY-  TX/WILLIAMSON
 BM0343  USGS QUAD   -  BARTLETT (1989)
 BM0343
 BM0343                         *CURRENT SURVEY CONTROL
 BM0343  ___________________________________________________________________
 BM0343* NAD 83(1986)-  30 46 27.     (N)    097 26 07.     (W)     SCALED    
 BM0343* NAVD 88     -       174.737  (meters)     573.28   (feet)  ADJUSTED  
 BM0343  ___________________________________________________________________
 BM0343  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0343  DYNAMIC HT  -         174.504 (meters)     572.52  (feet)  COMP
 BM0343  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 BM0343
 BM0343  VERT ORDER  -  FIRST     CLASS II
 BM0343
 BM0343.The horizontal coordinates were scaled from a topographic map and have
 BM0343.an estimated accuracy of +/- 6 seconds.
 BM0343
 BM0343.The orthometric height was determined by differential leveling
 BM0343.and adjusted by the National Geodetic Survey in June 1991..
 BM0343
 BM0343.The geoid height was determined by GEOID03.
 BM0343
 BM0343.The dynamic height is computed by dividing the NAVD 88
 BM0343.geopotential number by the normal gravity value computed on the
 BM0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0343.degrees latitude (g = 980.6199 gals.).
 BM0343
 BM0343.The modeled gravity was interpolated from observed gravity values.
 BM0343
 BM0343;                    North         East    Units  Estimated Accuracy
 BM0343;SPC TX C     - 3,126,390.      977,370.      MT  (+/- 180 meters Scaled)
 BM0343
 BM0343                          SUPERSEDED SURVEY CONTROL
 BM0343
 BM0343  NGVD 29 (??/??/92)  174.652  (m)          573.00   (f) ADJ UNCH    1 2
 BM0343
 BM0343.Superseded values are not recommended for survey control.
 BM0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0343.See file dsdata.txt to determine how the superseded data were derived.
 BM0343
 BM0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV497056(NAD 83)
 BM0343_MARKER: DB = BENCH MARK DISK
 BM0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0343_SP_SET: PIER
 BM0343_STAMPING: P-209 1933
 BM0343_MARK LOGO: CGS   
 BM0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0343+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0343
 BM0343  HISTORY     - Date     Condition        Report By
 BM0343  HISTORY     - 1933     MONUMENTED       CGS
 BM0343  HISTORY     - 1935     GOOD             NGS
 BM0343  HISTORY     - 1980     GOOD             NGS
 BM0343  HISTORY     - 20050725 GOOD             USPSQD
 BM0343
 BM0343                          STATION DESCRIPTION
 BM0343
 BM0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0343'1.4 MI S FROM BARTLET.
 BM0343'1.4 MILES SOUTH OF, ALONG THE M. K. T. RAILROAD, AT RAILROAD BRIDGE
 BM0343'MARKED 904.1 OVER DONAHOE CREEK, AT SOUTHEAST END OF BRIDGE, SET
 BM0343'HORIZONTAL IN TOP OF CONCRETE PIER, 11 FEET SOUTHWEST OF CENTER OF
 BM0343'TRACK.
 BM0343
 BM0343                          STATION RECOVERY (1935)
 BM0343
 BM0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0343'RECOVERED IN GOOD CONDITION.
 BM0343
 BM0343                          STATION RECOVERY (1980)
 BM0343
 BM0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0343'2.5 KM (1.55 MI) SOUTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0343'FARM ROAD 487 IN BARTLETT, IN TOP OF A CONCRETE PIER AT THE SOUTHEAST
 BM0343'END OF MISSOURI KANSAS AND TEXAS RAILROAD BRIDGE NUMBER 904.1 OVER
 BM0343'DONAHOE CREEK, 3.4 METERS (11.0 FT) SOUTHWEST OF THE CENTER OF THE
 BM0343'TRACKS.  NOTE-THE STAMPING IS NOT P 209 1933 AS STATED IN THE
 BM0343'DESCRIPTION IN TEXAS LINE 253, JANUARY, 1964.
 BM0343'THE MARK IS 1.3 M BELOW THE TRACKS.
 BM0343
 BM0343                          STATION RECOVERY (2005)
 BM0343
 BM0343'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0343'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0482 ***********************************************************************
 CC0482  DESIGNATION -  P 21
 CC0482  PID         -  CC0482
 CC0482  STATE/COUNTY-  TX/REEVES
 CC0482  USGS QUAD   -  ORLA SE (1961)
 CC0482
 CC0482                         *CURRENT SURVEY CONTROL
 CC0482  ___________________________________________________________________
 CC0482* NAD 83(1986)-  31 49 05.     (N)    103 50 00.     (W)     SCALED    
 CC0482* NAVD 88     -       843.722  (meters)    2768.11   (feet)  ADJUSTED  
 CC0482  ___________________________________________________________________
 CC0482  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CC0482  DYNAMIC HT  -         842.468 (meters)    2764.00  (feet)  COMP
 CC0482  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 CC0482
 CC0482  VERT ORDER  -  FIRST     CLASS II
 CC0482
 CC0482.The horizontal coordinates were scaled from a topographic map and have
 CC0482.an estimated accuracy of +/- 6 seconds.
 CC0482
 CC0482.The orthometric height was determined by differential leveling
 CC0482.and adjusted by the National Geodetic Survey in June 1991..
 CC0482
 CC0482.The geoid height was determined by GEOID03.
 CC0482
 CC0482.The dynamic height is computed by dividing the NAVD 88
 CC0482.geopotential number by the normal gravity value computed on the
 CC0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0482.degrees latitude (g = 980.6199 gals.).
 CC0482
 CC0482.The modeled gravity was interpolated from observed gravity values.
 CC0482
 CC0482;                    North         East    Units  Estimated Accuracy
 CC0482;SPC TX C     - 3,243,720.      368,680.      MT  (+/- 180 meters Scaled)
 CC0482
 CC0482                          SUPERSEDED SURVEY CONTROL
 CC0482
 CC0482  NGVD 29 (??/??/92)  843.268  (m)         2766.62   (f) ADJ UNCH    1 2
 CC0482
 CC0482.Superseded values are not recommended for survey control.
 CC0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0482.See file dsdata.txt to determine how the superseded data were derived.
 CC0482
 CC0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR104208(NAD 83)
 CC0482_MARKER: X = CHISELED CROSS
 CC0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0482_SP_SET: SECTION RAIL
 CC0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0482
 CC0482  HISTORY     - Date     Condition        Report By
 CC0482  HISTORY     - UNK      MONUMENTED       CGS
 CC0482  HISTORY     - 1957     GOOD             NGS
 CC0482
 CC0482                          STATION DESCRIPTION
 CC0482
 CC0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0482'4.2 MI SE FROM ORLA.
 CC0482'ABOUT 4.2 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0482'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 38 FEET NORTHWEST OF
 CC0482'MILEPOST 235, 6 1/2 FEET SOUTH OF THE SOUTH RAIL, 72 1/2 FEET NORTH OF
 CC0482'B. M. F 1101, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND ON THE
 CC0482'TOP OF A VERTICAL SECTION OF RAIL WHICH IS THE OLD MILEPOST 235 AND IS
 CC0482'PROJECTING 2 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1247 ***********************************************************************
 AX1247  DESIGNATION -  P 210
 AX1247  PID         -  AX1247
 AX1247  STATE/COUNTY-  TX/COLORADO
 AX1247  USGS QUAD   -  ROCK ISLAND (1981)
 AX1247
 AX1247                         *CURRENT SURVEY CONTROL
 AX1247  ___________________________________________________________________
 AX1247* NAD 83(1986)-  29 32 02.     (N)    096 34 36.     (W)     SCALED    
 AX1247* NAVD 88     -        75.48   (+/-2cm)     247.6    (feet)  VERTCON   
 AX1247  ___________________________________________________________________
 AX1247  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX1247
 AX1247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1247
 AX1247.The horizontal coordinates were scaled from a topographic map and have
 AX1247.an estimated accuracy of +/- 6 seconds.
 AX1247
 AX1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1247.The vertical order pertains to the NGVD 29 superseded value.
 AX1247
 AX1247.The geoid height was determined by GEOID03.
 AX1247
 AX1247;                    North         East    Units  Estimated Accuracy
 AX1247;SPC TXSC     - 4,190,900.      834,860.      MT  (+/- 180 meters Scaled)
 AX1247
 AX1247                          SUPERSEDED SURVEY CONTROL
 AX1247
 AX1247  NGVD 29 (??/??/92)   75.463  (m)          247.58   (f) ADJ UNCH    2 0
 AX1247
 AX1247.Superseded values are not recommended for survey control.
 AX1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1247.See file dsdata.txt to determine how the superseded data were derived.
 AX1247
 AX1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT348695(NAD 83)
 AX1247_MARKER: DB = BENCH MARK DISK
 AX1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1247_STAMPING: P 210 1934 247.598
 AX1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1247+STABILITY: SURFACE MOTION
 AX1247
 AX1247  HISTORY     - Date     Condition        Report By
 AX1247  HISTORY     - 1934     MONUMENTED       CGS
 AX1247  HISTORY     - 1943     GOOD             NGS
 AX1247  HISTORY     - 1963     GOOD             NGS
 AX1247  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1247  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1247
 AX1247                          STATION DESCRIPTION
 AX1247
 AX1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1247'0.1 MI SW FROM ROCK ISLAND.
 AX1247'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1247'PASS) RAILROAD STATION AT ROCK ISLAND, PROCEED 0.15 MILE SOUTHWESTERLY
 AX1247'ALONG THE TRACK TO SITE OF BENCH MARK.  BENCH MARK IS 47.6 FEET
 AX1247'SOUTHWEST OF R.E.A. CO-OP POLE NO. A/460.  IT IS 46.0 FEET SOUTHEAST
 AX1247'OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE TRACK AND 3.5 FEET
 AX1247'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1247'0.4 FOOT.  A DISK SET IN A CONCRETE POST.
 AX1247
 AX1247                          STATION RECOVERY (1963)
 AX1247
 AX1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AX1247'RECOVERED IN GOOD CONDITION.
 AX1247
 AX1247                          STATION RECOVERY (1991)
 AX1247
 AX1247'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX1247'MARK NOT FOUND.
 AX1247
 AX1247                          STATION RECOVERY (2004)
 AX1247
 AX1247'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1247'RR STATION AND RR TRACKS ARE GONE FROM THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0149 ***********************************************************************
 CB0149  DESIGNATION -  P 211
 CB0149  PID         -  CB0149
 CB0149  STATE/COUNTY-  TX/TOM GREEN
 CB0149  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0149
 CB0149                         *CURRENT SURVEY CONTROL
 CB0149  ___________________________________________________________________
 CB0149* NAD 83(1986)-  31 26 39.     (N)    100 25 13.     (W)     SCALED    
 CB0149* NAVD 88     -       557.570  (meters)    1829.29   (feet)  ADJUSTED  
 CB0149  ___________________________________________________________________
 CB0149  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CB0149  DYNAMIC HT  -         556.807 (meters)    1826.79  (feet)  COMP
 CB0149  MODELED GRAV-     979,254.5   (mgal)                       NAVD 88
 CB0149
 CB0149  VERT ORDER  -  FIRST     CLASS II
 CB0149
 CB0149.The horizontal coordinates were scaled from a topographic map and have
 CB0149.an estimated accuracy of +/- 6 seconds.
 CB0149
 CB0149.The orthometric height was determined by differential leveling
 CB0149.and adjusted by the National Geodetic Survey in June 1991..
 CB0149.WARNING-Repeat measurements at this control monument indicate possible
 CB0149.vertical movement.
 CB0149
 CB0149.The geoid height was determined by GEOID03.
 CB0149
 CB0149.The dynamic height is computed by dividing the NAVD 88
 CB0149.geopotential number by the normal gravity value computed on the
 CB0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0149.degrees latitude (g = 980.6199 gals.).
 CB0149
 CB0149.The modeled gravity was interpolated from observed gravity values.
 CB0149
 CB0149;                    North         East    Units  Estimated Accuracy
 CB0149;SPC TX C     - 3,197,050.      691,740.      MT  (+/- 180 meters Scaled)
 CB0149
 CB0149                          SUPERSEDED SURVEY CONTROL
 CB0149
 CB0149  NGVD 29 (??/??/92)  557.411  (m)         1828.77   (f) ADJ UNCH    1 2
 CB0149
 CB0149.Superseded values are not recommended for survey control.
 CB0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0149.See file dsdata.txt to determine how the superseded data were derived.
 CB0149
 CB0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV650797(NAD 83)
 CB0149_MARKER: DB = BENCH MARK DISK
 CB0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0149_STAMPING: 1828.704 P 211 1934
 CB0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0149+STABILITY: SURFACE MOTION
 CB0149
 CB0149  HISTORY     - Date     Condition        Report By
 CB0149  HISTORY     - 1934     MONUMENTED       CGS
 CB0149  HISTORY     - 1956     MARK NOT FOUND   USGS
 CB0149
 CB0149                          STATION DESCRIPTION
 CB0149
 CB0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0149'2.1 MI SE FROM SAN ANGELO.
 CB0149'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 277 FROM SAN ANGELO, TOM GREEN
 CB0149'COUNTY, 100 YARDS SOUTH OF THE LONE WOLF INN, AND 45 FEET SOUTHWEST OF
 CB0149'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 1828.704 P
 CB0149'211 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CB0149
 CB0149                          STATION RECOVERY (1956)
 CB0149
 CB0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CB0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0652 ***********************************************************************
 CA0652  DESIGNATION -  P 212
 CA0652  PID         -  CA0652
 CA0652  STATE/COUNTY-  TX/RUNNELS
 CA0652  USGS QUAD   -  WINTERS (1987)
 CA0652
 CA0652                         *CURRENT SURVEY CONTROL
 CA0652  ___________________________________________________________________
 CA0652* NAD 83(1986)-  31 57 21.     (N)    099 57 41.     (W)     SCALED    
 CA0652* NAVD 88     -       559.641  (meters)    1836.09   (feet)  ADJUSTED  
 CA0652  ___________________________________________________________________
 CA0652  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CA0652  DYNAMIC HT  -         558.910 (meters)    1833.69  (feet)  COMP
 CA0652  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 CA0652
 CA0652  VERT ORDER  -  SECOND    CLASS 0
 CA0652
 CA0652.The horizontal coordinates were scaled from a topographic map and have
 CA0652.an estimated accuracy of +/- 6 seconds.
 CA0652
 CA0652.The orthometric height was determined by differential leveling
 CA0652.and adjusted by the National Geodetic Survey in June 1991..
 CA0652
 CA0652.The geoid height was determined by GEOID03.
 CA0652
 CA0652.The dynamic height is computed by dividing the NAVD 88
 CA0652.geopotential number by the normal gravity value computed on the
 CA0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0652.degrees latitude (g = 980.6199 gals.).
 CA0652
 CA0652.The modeled gravity was interpolated from observed gravity values.
 CA0652
 CA0652;                    North         East    Units  Estimated Accuracy
 CA0652;SPC TX C     - 3,253,840.      735,160.      MT  (+/- 180 meters Scaled)
 CA0652
 CA0652                          SUPERSEDED SURVEY CONTROL
 CA0652
 CA0652  NGVD 29 (??/??/92)  559.527  (m)         1835.71   (f) ADJ UNCH    2 0
 CA0652
 CA0652.Superseded values are not recommended for survey control.
 CA0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0652.See file dsdata.txt to determine how the superseded data were derived.
 CA0652
 CA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA091359(NAD 83)
 CA0652_MARKER: DB = BENCH MARK DISK
 CA0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0652_SP_SET: FOUNDATION
 CA0652_STAMPING: 1835.485 P 212 1934
 CA0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0652
 CA0652  HISTORY     - Date     Condition        Report By
 CA0652  HISTORY     - 1934     MONUMENTED       CGS
 CA0652  HISTORY     - 1961     GOOD             NGS
 CA0652
 CA0652                          STATION DESCRIPTION
 CA0652
 CA0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CA0652'IN WINTERS.
 CA0652'AT THE SOUTH EDGE OF WINTERS, 600 YARDS EAST OF THE ABILENE AND
 CA0652'SOUTHERN RAILWAY TRACK, 100 YARDS SOUTHEAST OF THE KIRK AND MACK
 CA0652'GARAGE, AT THE WATER TOWER, AND IN THE TOP OF THE CONCRETE FOUNDATION
 CA0652'OF THE SOUTHEAST LEG.  A STANDARD DISK, STAMPED 1835.485 P 212 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0075 ***********************************************************************
 AX0075  DESIGNATION -  P 212
 AX0075  PID         -  AX0075
 AX0075  STATE/COUNTY-  TX/COLORADO
 AX0075  USGS QUAD   -  EAGLE LAKE (1981)
 AX0075
 AX0075                         *CURRENT SURVEY CONTROL
 AX0075  ___________________________________________________________________
 AX0075* NAD 83(1986)-  29 35 09.     (N)    096 19 35.     (W)     SCALED    
 AX0075* NAVD 88     -        53.50   (+/-2cm)     175.5    (feet)  VERTCON   
 AX0075  ___________________________________________________________________
 AX0075  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0075
 AX0075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0075
 AX0075.The horizontal coordinates were scaled from a topographic map and have
 AX0075.an estimated accuracy of +/- 6 seconds.
 AX0075
 AX0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0075.The vertical order pertains to the NGVD 29 superseded value.
 AX0075
 AX0075.The geoid height was determined by GEOID03.
 AX0075
 AX0075;                    North         East    Units  Estimated Accuracy
 AX0075;SPC TXSC     - 4,197,180.      858,980.      MT  (+/- 180 meters Scaled)
 AX0075
 AX0075                          SUPERSEDED SURVEY CONTROL
 AX0075
 AX0075  NGVD 29 (??/??/92)   53.491  (m)          175.50   (f) ADJ UNCH    2 0
 AX0075
 AX0075.Superseded values are not recommended for survey control.
 AX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0075.See file dsdata.txt to determine how the superseded data were derived.
 AX0075
 AX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT589758(NAD 83)
 AX0075_MARKER: DB = BENCH MARK DISK
 AX0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0075_STAMPING: 175.488 P 212 1934
 AX0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0075+STABILITY: SURFACE MOTION
 AX0075
 AX0075  HISTORY     - Date     Condition        Report By
 AX0075  HISTORY     - 1934     MONUMENTED       CGS
 AX0075
 AX0075                          STATION DESCRIPTION
 AX0075
 AX0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0075'IN EAGLE LAKE.
 AX0075'AT EAGLE LAKE, COLORADO COUNTY, ABOUT 0.4 MILE EAST OF THE TEXAS AND
 AX0075'NEW ORLEANS RAILROAD CROSSING SIGNAL TOWER, ABOUT 0.1 MILE WEST OF THE
 AX0075'EAGLE LAKE RICE MILLING CO. STORAGE ELEVATOR, 15 FEET SOUTHWEST OF
 AX0075'MILEPOST 61, 38.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 1.8 FEET
 AX0075'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET LOWER THAN
 AX0075'THE TRACK.  A STANDARD DISK, STAMPED 175.488 P 212 1934 AND SET IN THE
 AX0075'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4445 ***********************************************************************
 AW4445  DESIGNATION -  P 213
 AW4445  PID         -  AW4445
 AW4445  STATE/COUNTY-  TX/MATAGORDA
 AW4445  USGS QUAD   -  PLEDGER (1980)
 AW4445
 AW4445                         *CURRENT SURVEY CONTROL
 AW4445  ___________________________________________________________________
 AW4445* NAD 83(1986)-  29 07 57.     (N)    095 58 33.     (W)     SCALED    
 AW4445* NAVD 88     -        21.67   (+/-2cm)      71.1    (feet)  VERTCON   
 AW4445  ___________________________________________________________________
 AW4445  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW4445
 AW4445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4445
 AW4445.The horizontal coordinates were scaled from a topographic map and have
 AW4445.an estimated accuracy of +/- 6 seconds.
 AW4445
 AW4445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4445.The vertical order pertains to the NGVD 29 superseded value.
 AW4445
 AW4445.The geoid height was determined by GEOID03.
 AW4445
 AW4445;                    North         East    Units  Estimated Accuracy
 AW4445;SPC TXSC     - 4,147,790.      894,220.      MT  (+/- 180 meters Scaled)
 AW4445
 AW4445                          SUPERSEDED SURVEY CONTROL
 AW4445
 AW4445  NGVD 29 (??/??/92)   21.686  (m)           71.15   (f) ADJ UNCH    2 0
 AW4445
 AW4445.Superseded values are not recommended for survey control.
 AW4445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4445.See file dsdata.txt to determine how the superseded data were derived.
 AW4445
 AW4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN104263(NAD 83)
 AW4445_MARKER: DB = BENCH MARK DISK
 AW4445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4445_STAMPING: P 213 1934
 AW4445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4445+STABILITY: SURFACE MOTION
 AW4445
 AW4445  HISTORY     - Date     Condition        Report By
 AW4445  HISTORY     - 1934     MONUMENTED       CGS
 AW4445  HISTORY     - 1942     GOOD             NGS
 AW4445
 AW4445                          STATION DESCRIPTION
 AW4445
 AW4445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW4445'1.6 MI S FROM MAGNET.
 AW4445'TO REACH FROM THE SANTA FE RAILWAY STATION AT MAGNET, WHARTON COUNTY.
 AW4445'PROCEED 1.6 MILES SOUTHERLY ALONG RAILROAD TRACK TO SITE OF BENCH
 AW4445'MARK.  BENCH MARK IS 8 FEET EAST OF MILE POST 58, 50 FEET EAST OF THE
 AW4445'CENTERLINE OF THE TRACK, AND 3 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AW4445'POST.  A STD. DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1441 ***********************************************************************
 AY1441  DESIGNATION -  P 214
 AY1441  PID         -  AY1441
 AY1441  STATE/COUNTY-  TX/REAL
 AY1441  USGS QUAD   -  OWL HOLLOW (1971)
 AY1441
 AY1441                         *CURRENT SURVEY CONTROL
 AY1441  ___________________________________________________________________
 AY1441* NAD 83(1986)-  29 47 08.     (N)    099 46 07.     (W)     SCALED    
 AY1441* NAVD 88     -       511.989  (meters)    1679.75   (feet)  ADJUSTED  
 AY1441  ___________________________________________________________________
 AY1441  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 AY1441  DYNAMIC HT  -         511.235 (meters)    1677.28  (feet)  COMP
 AY1441  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AY1441
 AY1441  VERT ORDER  -  SECOND    CLASS 0
 AY1441
 AY1441.The horizontal coordinates were scaled from a topographic map and have
 AY1441.an estimated accuracy of +/- 6 seconds.
 AY1441
 AY1441.The orthometric height was determined by differential leveling
 AY1441.and adjusted by the National Geodetic Survey in June 1991..
 AY1441
 AY1441.The geoid height was determined by GEOID03.
 AY1441
 AY1441.The dynamic height is computed by dividing the NAVD 88
 AY1441.geopotential number by the normal gravity value computed on the
 AY1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1441.degrees latitude (g = 980.6199 gals.).
 AY1441
 AY1441.The modeled gravity was interpolated from observed gravity values.
 AY1441
 AY1441;                    North         East    Units  Estimated Accuracy
 AY1441;SPC TXSC     - 4,216,600.      525,690.      MT  (+/- 180 meters Scaled)
 AY1441
 AY1441                          SUPERSEDED SURVEY CONTROL
 AY1441
 AY1441  NGVD 29 (??/??/92)  511.898  (m)         1679.45   (f) ADJ UNCH    2 0
 AY1441
 AY1441.Superseded values are not recommended for survey control.
 AY1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1441.See file dsdata.txt to determine how the superseded data were derived.
 AY1441
 AY1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT257952(NAD 83)
 AY1441_MARKER: DB = BENCH MARK DISK
 AY1441_SETTING: 66 = SET IN ROCK OUTCROP
 AY1441_SP_SET: LIMESTONE OUTCROP
 AY1441_STAMPING: P-214 1934
 AY1441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1441+STABILITY: POSITION/ELEVATION WELL
 AY1441
 AY1441  HISTORY     - Date     Condition        Report By
 AY1441  HISTORY     - 1934     MONUMENTED       CGS
 AY1441  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1441
 AY1441                          STATION DESCRIPTION
 AY1441
 AY1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AY1441'3.9 MI NE FROM LEAKEY.
 AY1441'3.9 MILES NE OF AND ON LEAKEY-KERRVILLE ROAD.  18 YARDS W OF ROAD,
 AY1441'(LEFT IN DIRECTION OF LINE).  ABOUT 12 FT. ABOVE ROAD GRADE AND SET IN
 AY1441'TOP OF A LARGE OUTCROPPING OF LIME-STONE ROCK.  PAINTED USBM. ROCKS
 AY1441'PILED ON TOP, AND RINGED.
 AY1441
 AY1441                          STATION RECOVERY (1953)
 AY1441
 AY1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0509 ***********************************************************************
 AJ0509  DESIGNATION -  P 215
 AJ0509  PID         -  AJ0509
 AJ0509  STATE/COUNTY-  TX/JIM HOGG
 AJ0509  USGS QUAD   -  HEBBRONVILLE SE (1967)
 AJ0509
 AJ0509                         *CURRENT SURVEY CONTROL
 AJ0509  ___________________________________________________________________
 AJ0509* NAD 83(1986)-  27 17 47.     (N)    098 35 40.     (W)     SCALED    
 AJ0509* NAVD 88     -       144.511  (meters)     474.12   (feet)  ADJUSTED  
 AJ0509  ___________________________________________________________________
 AJ0509  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AJ0509  DYNAMIC HT  -         144.280 (meters)     473.36  (feet)  COMP
 AJ0509  MODELED GRAV-     979,047.6   (mgal)                       NAVD 88
 AJ0509
 AJ0509  VERT ORDER  -  SECOND    CLASS 0
 AJ0509
 AJ0509.The horizontal coordinates were scaled from a topographic map and have
 AJ0509.an estimated accuracy of +/- 6 seconds.
 AJ0509
 AJ0509.The orthometric height was determined by differential leveling
 AJ0509.and adjusted by the National Geodetic Survey in June 1991..
 AJ0509
 AJ0509.The geoid height was determined by GEOID03.
 AJ0509
 AJ0509.The dynamic height is computed by dividing the NAVD 88
 AJ0509.geopotential number by the normal gravity value computed on the
 AJ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0509.degrees latitude (g = 980.6199 gals.).
 AJ0509
 AJ0509.The modeled gravity was interpolated from observed gravity values.
 AJ0509
 AJ0509;                    North         East    Units  Estimated Accuracy
 AJ0509;SPC TX S     - 5,180,560.      290,650.      MT  (+/- 180 meters Scaled)
 AJ0509
 AJ0509                          SUPERSEDED SURVEY CONTROL
 AJ0509
 AJ0509  NGVD 29 (??/??/92)  144.561  (m)          474.28   (f) ADJ UNCH    2 0
 AJ0509
 AJ0509.Superseded values are not recommended for survey control.
 AJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0509.See file dsdata.txt to determine how the superseded data were derived.
 AJ0509
 AJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR401193(NAD 83)
 AJ0509_MARKER: DB = BENCH MARK DISK
 AJ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0509_STAMPING: P 215 1934
 AJ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0509+STABILITY: SURFACE MOTION
 AJ0509
 AJ0509  HISTORY     - Date     Condition        Report By
 AJ0509  HISTORY     - 1934     MONUMENTED       CGS
 AJ0509  HISTORY     - 1967     GOOD             USGS
 AJ0509
 AJ0509                          STATION DESCRIPTION
 AJ0509
 AJ0509'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AJ0509'5.2 MI E FROM HEBBRONVILLE.
 AJ0509'ABOUT 5.2 MILES EAST ALONG FARM ROAD 285 FROM HEBBRONVILLE, JIM HOGG
 AJ0509'COUNTY.  2.2 MILES EAST OF BRIDGE CROSSING HALO HLANCO CREEK.  ABOUT
 AJ0509'450 FEET NORTH OF HIGHWAY, ABOUT 350 FEET NORTH-NORTHEAST OF A
 AJ0509'WINDMILL.  39 FEET SOUTHEAST OF THE CENTERLINE OF A DIM TRAIL WHICH
 AJ0509'WAS FORMER HEBBRONVILLE TO FALFURRIAS ROAD.  A STANDARD DISK, STAMPED
 AJ0509'P 215 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.2
 AJ0509'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0484 ***********************************************************************
 AO0484  DESIGNATION -  P 216
 AO0484  PID         -  AO0484
 AO0484  STATE/COUNTY-  TX/ZAVALA
 AO0484  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0484
 AO0484                         *CURRENT SURVEY CONTROL
 AO0484  ___________________________________________________________________
 AO0484* NAD 83(1986)-  28 40 45.     (N)    099 49 44.     (W)     SCALED    
 AO0484* NAVD 88     -       172.671  (meters)     566.50   (feet)  ADJUSTED  
 AO0484  ___________________________________________________________________
 AO0484  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AO0484  DYNAMIC HT  -         172.417 (meters)     565.67  (feet)  COMP
 AO0484  MODELED GRAV-     979,166.3   (mgal)                       NAVD 88
 AO0484
 AO0484  VERT ORDER  -  SECOND    CLASS 0
 AO0484
 AO0484.The horizontal coordinates were scaled from a topographic map and have
 AO0484.an estimated accuracy of +/- 6 seconds.
 AO0484
 AO0484.The orthometric height was determined by differential leveling
 AO0484.and adjusted by the National Geodetic Survey in June 1991..
 AO0484
 AO0484.The geoid height was determined by GEOID03.
 AO0484
 AO0484.The dynamic height is computed by dividing the NAVD 88
 AO0484.geopotential number by the normal gravity value computed on the
 AO0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0484.degrees latitude (g = 980.6199 gals.).
 AO0484
 AO0484.The modeled gravity was interpolated from observed gravity values.
 AO0484
 AO0484;                    North         East    Units  Estimated Accuracy
 AO0484;SPC TXSC     - 4,094,030.      518,990.      MT  (+/- 180 meters Scaled)
 AO0484
 AO0484                          SUPERSEDED SURVEY CONTROL
 AO0484
 AO0484  NGVD 29 (??/??/92)  172.576  (m)          566.19   (f) ADJ UNCH    2 0
 AO0484
 AO0484.Superseded values are not recommended for survey control.
 AO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0484.See file dsdata.txt to determine how the superseded data were derived.
 AO0484
 AO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS190727(NAD 83)
 AO0484_MARKER: DB = BENCH MARK DISK
 AO0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0484_STAMPING: P-216 1934
 AO0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0484+STABILITY: SURFACE MOTION
 AO0484
 AO0484  HISTORY     - Date     Condition        Report By
 AO0484  HISTORY     - 1934     MONUMENTED       CGS
 AO0484  HISTORY     - 1972     MARK NOT FOUND   USGS
 AO0484  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0484
 AO0484                          STATION DESCRIPTION
 AO0484
 AO0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0484'IN CRYSTAL CITY.
 AO0484'IN THE CITY PARK AND ABOUT 300 FT. SE OF STATION.  54 FT. E OF
 AO0484'CENTER-LINE OF MAIN TRACK.  29 FT. S OF CENTER-LINE OF STREET.
 AO0484
 AO0484                          STATION RECOVERY (1972)
 AO0484
 AO0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AO0484'MARK NOT FOUND.
 AO0484
 AO0484                          STATION RECOVERY (1997)
 AO0484
 AO0484'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1301 ***********************************************************************
 AY1301  DESIGNATION -  P 217
 AY1301  PID         -  AY1301
 AY1301  STATE/COUNTY-  TX/UVALDE
 AY1301  USGS QUAD   -  UVALDE (1971)
 AY1301
 AY1301                         *CURRENT SURVEY CONTROL
 AY1301  ___________________________________________________________________
 AY1301* NAD 83(1986)-  29 13 17.     (N)    099 47 30.     (W)     SCALED    
 AY1301* NAVD 88     -       280.677  (meters)     920.85   (feet)  ADJUSTED  
 AY1301  ___________________________________________________________________
 AY1301  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AY1301  DYNAMIC HT  -         280.269 (meters)     919.52  (feet)  COMP
 AY1301  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY1301
 AY1301  VERT ORDER  -  FIRST     CLASS II
 AY1301
 AY1301.The horizontal coordinates were scaled from a topographic map and have
 AY1301.an estimated accuracy of +/- 6 seconds.
 AY1301
 AY1301.The orthometric height was determined by differential leveling
 AY1301.and adjusted by the National Geodetic Survey in June 1991..
 AY1301
 AY1301.The geoid height was determined by GEOID03.
 AY1301
 AY1301.The dynamic height is computed by dividing the NAVD 88
 AY1301.geopotential number by the normal gravity value computed on the
 AY1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1301.degrees latitude (g = 980.6199 gals.).
 AY1301
 AY1301.The modeled gravity was interpolated from observed gravity values.
 AY1301
 AY1301;                    North         East    Units  Estimated Accuracy
 AY1301;SPC TXSC     - 4,154,090.      523,040.      MT  (+/- 180 meters Scaled)
 AY1301
 AY1301                          SUPERSEDED SURVEY CONTROL
 AY1301
 AY1301  NGVD 29 (??/??/92)  280.540  (m)          920.40   (f) ADJ UNCH    1 2
 AY1301
 AY1301.Superseded values are not recommended for survey control.
 AY1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1301.See file dsdata.txt to determine how the superseded data were derived.
 AY1301
 AY1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT230327(NAD 83)
 AY1301_MARKER: DB = BENCH MARK DISK
 AY1301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1301_SP_SET: FOUNDATION
 AY1301_STAMPING: P 217 1934 920.412
 AY1301_MARK LOGO: CGS   
 AY1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1301+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2002
 AY1301
 AY1301  HISTORY     - Date     Condition        Report By
 AY1301  HISTORY     - 1934     MONUMENTED       CGS
 AY1301  HISTORY     - 1957     GOOD             NGS
 AY1301  HISTORY     - 1982     GOOD             NGS
 AY1301  HISTORY     - 1988     GOOD             USPSQD
 AY1301  HISTORY     - 1988     GOOD             USPSQD
 AY1301  HISTORY     - 20021109 GOOD             USPSQD
 AY1301
 AY1301                          STATION DESCRIPTION
 AY1301
 AY1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1301'IN UVALDE.
 AY1301'AT UVALDE, 0.9 MILE NORTH OF THE POST OFFICE, AT THE NORTHWEST CORNER
 AY1301'OF THE INTERSECTION OF NORTH GETTY STREET AND WEST SCHWARTZ STREET, 1
 AY1301'FOOT NORTH OF THE SOUTHEAST CORNER OF THE UVALDE HIGH SCHOOL, 1.5 FEET
 AY1301'ABOVE THE GROUND, SET VERTICALLY IN THE EAST SIDE OF THE CONCRETE
 AY1301'FOUNDATION OF THE SCHOOL BUILDING.
 AY1301
 AY1301                          STATION RECOVERY (1982)
 AY1301
 AY1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1301'MARK RECOVERED THIS DATE.
 AY1301
 AY1301                          STATION RECOVERY (1988)
 AY1301
 AY1301'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1301'RECOVERED IN GOOD CONDITION.
 AY1301
 AY1301                          STATION RECOVERY (1988)
 AY1301
 AY1301'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AY1301'RECOVERED IN GOOD CONDITION.
 AY1301
 AY1301                          STATION RECOVERY (2002)
 AY1301
 AY1301'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1301'HAS BEEN PAINTED OVER BUT IS STILL READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0067 ***********************************************************************
 BO0067  DESIGNATION -  P 218
 BO0067  PID         -  BO0067
 BO0067  STATE/COUNTY-  TX/SUTTON
 BO0067  USGS QUAD   -  DUNBAR DRAW SW (1982)
 BO0067
 BO0067                         *CURRENT SURVEY CONTROL
 BO0067  ___________________________________________________________________
 BO0067* NAD 83(1986)-  30 21 02.     (N)    100 39 47.     (W)     SCALED    
 BO0067* NAVD 88     -       640.923  (meters)    2102.76   (feet)  ADJUSTED  
 BO0067  ___________________________________________________________________
 BO0067  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 BO0067  DYNAMIC HT  -         639.989 (meters)    2099.70  (feet)  COMP
 BO0067  MODELED GRAV-     979,163.7   (mgal)                       NAVD 88
 BO0067
 BO0067  VERT ORDER  -  SECOND    CLASS 0
 BO0067
 BO0067.The horizontal coordinates were scaled from a topographic map and have
 BO0067.an estimated accuracy of +/- 6 seconds.
 BO0067
 BO0067.The orthometric height was determined by differential leveling
 BO0067.and adjusted by the National Geodetic Survey in June 1991..
 BO0067
 BO0067.The geoid height was determined by GEOID03.
 BO0067
 BO0067.The dynamic height is computed by dividing the NAVD 88
 BO0067.geopotential number by the normal gravity value computed on the
 BO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0067.degrees latitude (g = 980.6199 gals.).
 BO0067
 BO0067.The modeled gravity was interpolated from observed gravity values.
 BO0067
 BO0067;                    North         East    Units  Estimated Accuracy
 BO0067;SPC TX C     - 3,075,860.      668,300.      MT  (+/- 180 meters Scaled)
 BO0067
 BO0067                          SUPERSEDED SURVEY CONTROL
 BO0067
 BO0067  NGVD 29 (??/??/92)  640.762  (m)         2102.23   (f) ADJ UNCH    2 0
 BO0067
 BO0067.Superseded values are not recommended for survey control.
 BO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0067.See file dsdata.txt to determine how the superseded data were derived.
 BO0067
 BO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU401588(NAD 83)
 BO0067_MARKER: DB = BENCH MARK DISK
 BO0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0067_SP_SET: BRIDGE
 BO0067_STAMPING: P 218 1934 2102.233
 BO0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0067
 BO0067  HISTORY     - Date     Condition        Report By
 BO0067  HISTORY     - 1934     MONUMENTED       CGS
 BO0067  HISTORY     - 1958     GOOD             NGS
 BO0067  HISTORY     - 1964     GOOD             CONOCO
 BO0067
 BO0067                          STATION DESCRIPTION
 BO0067
 BO0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0067'17.2 MI S FROM SONORA.
 BO0067'ABOUT 16.8 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM THE INTERSECTION OF
 BO0067'3RD STREET AND CROCKETT AVENUE AT SONORA, THENCE ABOUT 0.4 MILE
 BO0067'SOUTHWEST ACROSS AN OPEN FIELD TO THE OLD HIGHWAY AND A CONCRETE
 BO0067'BRIDGE.  IN THE TOP OF THE EAST WINGWALL OF THE EAST CORNER OF THE
 BO0067'BRIDGE, 12 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT
 BO0067'0.25 MILE EAST OF A RANCH HOUSE, AND ABOUT LEVEL WITH THE OLD HIGHWAY.
 BO0067
 BO0067                          STATION RECOVERY (1964)
 BO0067
 BO0067'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1964
 BO0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0297 ***********************************************************************
 BN0297  DESIGNATION -  P 219
 BN0297  PID         -  BN0297
 BN0297  STATE/COUNTY-  TX/KERR
 BN0297  USGS QUAD   -  HUNT (1982)
 BN0297
 BN0297                         *CURRENT SURVEY CONTROL
 BN0297  ___________________________________________________________________
 BN0297* NAD 83(1986)-  30 04 25.     (N)    099 16 19.     (W)     SCALED    
 BN0297* NAVD 88     -       525.349  (meters)    1723.58   (feet)  ADJUSTED  
 BN0297  ___________________________________________________________________
 BN0297  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 BN0297  DYNAMIC HT  -         524.601 (meters)    1721.13  (feet)  COMP
 BN0297  MODELED GRAV-     979,201.4   (mgal)                       NAVD 88
 BN0297
 BN0297  VERT ORDER  -  SECOND    CLASS 0
 BN0297
 BN0297.The horizontal coordinates were scaled from a topographic map and have
 BN0297.an estimated accuracy of +/- 6 seconds.
 BN0297
 BN0297.The orthometric height was determined by differential leveling
 BN0297.and adjusted by the National Geodetic Survey in June 1991..
 BN0297
 BN0297.The geoid height was determined by GEOID03.
 BN0297
 BN0297.The dynamic height is computed by dividing the NAVD 88
 BN0297.geopotential number by the normal gravity value computed on the
 BN0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0297.degrees latitude (g = 980.6199 gals.).
 BN0297
 BN0297.The modeled gravity was interpolated from observed gravity values.
 BN0297
 BN0297;                    North         East    Units  Estimated Accuracy
 BN0297;SPC TXSC     - 4,248,320.      573,780.      MT  (+/- 180 meters Scaled)
 BN0297
 BN0297                          SUPERSEDED SURVEY CONTROL
 BN0297
 BN0297  NGVD 29 (??/??/92)  525.284  (m)         1723.37   (f) ADJ UNCH    2 0
 BN0297
 BN0297.Superseded values are not recommended for survey control.
 BN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0297.See file dsdata.txt to determine how the superseded data were derived.
 BN0297
 BN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU737269(NAD 83)
 BN0297_MARKER: DB = BENCH MARK DISK
 BN0297_SETTING: 66 = SET IN ROCK OUTCROP
 BN0297_SP_SET: ROCK OUTCROP
 BN0297_STAMPING: P 219 1934
 BN0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0297+STABILITY: POSITION/ELEVATION WELL
 BN0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0297+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 BN0297
 BN0297  HISTORY     - Date     Condition        Report By
 BN0297  HISTORY     - 1934     MONUMENTED       CGS
 BN0297  HISTORY     - 1953     GOOD             NGS
 BN0297  HISTORY     - 20040702 GOOD             USPSQD
 BN0297
 BN0297                          STATION DESCRIPTION
 BN0297
 BN0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0297'2.4 MI W FROM INGRAM.
 BN0297'2.4 MILES WEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT INGRAM,
 BN0297'48.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 47 FEET EAST OF A
 BN0297'STONE POST WHICH IS AT THE EAST END OF A CATTLE GUARD, 56 FEET EAST OF
 BN0297'THE CENTER LINE OF A PRIVATE DRIVEWAY, 6.5 FEET NORTH OF A FENCE, 6.4
 BN0297'FEET NORTH OF A WITNESS POST, 0.2 MILE EAST OF THE ENTRANCE TO THE RIO
 BN0297'VISTA LODGE, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 BN0297'A FLAT ROCK OUTCROP.
 BN0297
 BN0297                          STATION RECOVERY (2004)
 BN0297
 BN0297'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0231 ***********************************************************************
 BQ0231  DESIGNATION -  P 22
 BQ0231  PID         -  BQ0231
 BQ0231  STATE/COUNTY-  TX/CULBERSON
 BQ0231  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0231
 BQ0231                         *CURRENT SURVEY CONTROL
 BQ0231  ___________________________________________________________________
 BQ0231* NAD 83(1986)-  30 56 10.     (N)    104 49 34.     (W)     SCALED    
 BQ0231* NAVD 88     -      1224.338  (meters)    4016.85   (feet)  ADJUSTED  
 BQ0231  ___________________________________________________________________
 BQ0231  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0231  DYNAMIC HT  -        1222.401 (meters)    4010.49  (feet)  COMP
 BQ0231  MODELED GRAV-     979,016.0   (mgal)                       NAVD 88
 BQ0231
 BQ0231  VERT ORDER  -  FIRST     CLASS II
 BQ0231
 BQ0231.The horizontal coordinates were scaled from a topographic map and have
 BQ0231.an estimated accuracy of +/- 6 seconds.
 BQ0231
 BQ0231.The orthometric height was determined by differential leveling
 BQ0231.and adjusted by the National Geodetic Survey in June 1991..
 BQ0231
 BQ0231.The geoid height was determined by GEOID03.
 BQ0231
 BQ0231.The dynamic height is computed by dividing the NAVD 88
 BQ0231.geopotential number by the normal gravity value computed on the
 BQ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0231.degrees latitude (g = 980.6199 gals.).
 BQ0231
 BQ0231.The modeled gravity was interpolated from observed gravity values.
 BQ0231
 BQ0231;                    North         East    Units  Estimated Accuracy
 BQ0231;SPC TX C     - 3,149,390.      270,800.      MT  (+/- 180 meters Scaled)
 BQ0231
 BQ0231                          SUPERSEDED SURVEY CONTROL
 BQ0231
 BQ0231  NGVD 29 (??/??/92) 1223.821  (m)         4015.15   (f) ADJ UNCH    1 2
 BQ0231
 BQ0231.Superseded values are not recommended for survey control.
 BQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0231.See file dsdata.txt to determine how the superseded data were derived.
 BQ0231
 BQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ166225(NAD 83)
 BQ0231_MARKER: P = PIPE CAP
 BQ0231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BQ0231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BQ0231_STAMPING: ELEV. 4015.268 FT. 4007 VAN HN
 BQ0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0231
 BQ0231  HISTORY     - Date     Condition        Report By
 BQ0231  HISTORY     - UNK      MONUMENTED       USGS
 BQ0231  HISTORY     - 1957     GOOD             NGS
 BQ0231
 BQ0231                          STATION DESCRIPTION
 BQ0231
 BQ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0231'4.25 MI NW FROM LOBO.
 BQ0231'ABOUT 4.25 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0231'FROM THE COUNTY ROAD CROSSING AT LOBO, 4 1/2 POLES EAST OF MILEPOST
 BQ0231'700, 96 FEET NORTH-NORTHEAST OF THE NEAR RAIL, 12 FEET WEST-NORTHWEST
 BQ0231'OF THE CENTER LINE OF A WOODEN GATE, 2 FEET SOUTH OF A FENCE, 1 1/2
 BQ0231'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 BQ0231'OF THE TRACK, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 8
 BQ0231'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0346 ***********************************************************************
 BN0346  DESIGNATION -  P 220
 BN0346  PID         -  BN0346
 BN0346  STATE/COUNTY-  TX/KERR
 BN0346  USGS QUAD   -  BONEYARD DRAW (1987)
 BN0346
 BN0346                         *CURRENT SURVEY CONTROL
 BN0346  ___________________________________________________________________
 BN0346* NAD 83(1986)-  30 03 45.     (N)    099 34 12.     (W)     SCALED    
 BN0346* NAVD 88     -       645.323  (meters)    2117.20   (feet)  ADJUSTED  
 BN0346  ___________________________________________________________________
 BN0346  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BN0346  DYNAMIC HT  -         644.383 (meters)    2114.11  (feet)  COMP
 BN0346  MODELED GRAV-     979,163.6   (mgal)                       NAVD 88
 BN0346
 BN0346  VERT ORDER  -  SECOND    CLASS 0
 BN0346
 BN0346.The horizontal coordinates were scaled from a topographic map and have
 BN0346.an estimated accuracy of +/- 6 seconds.
 BN0346
 BN0346.The orthometric height was determined by differential leveling
 BN0346.and adjusted by the National Geodetic Survey in June 1991..
 BN0346
 BN0346.The geoid height was determined by GEOID03.
 BN0346
 BN0346.The dynamic height is computed by dividing the NAVD 88
 BN0346.geopotential number by the normal gravity value computed on the
 BN0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0346.degrees latitude (g = 980.6199 gals.).
 BN0346
 BN0346.The modeled gravity was interpolated from observed gravity values.
 BN0346
 BN0346;                    North         East    Units  Estimated Accuracy
 BN0346;SPC TXSC     - 4,247,190.      545,040.      MT  (+/- 180 meters Scaled)
 BN0346
 BN0346                          SUPERSEDED SURVEY CONTROL
 BN0346
 BN0346  NGVD 29 (??/??/92)  645.249  (m)         2116.95   (f) ADJ UNCH    2 0
 BN0346
 BN0346.Superseded values are not recommended for survey control.
 BN0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0346.See file dsdata.txt to determine how the superseded data were derived.
 BN0346
 BN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU450258(NAD 83)
 BN0346_MARKER: DB = BENCH MARK DISK
 BN0346_SETTING: 66 = SET IN ROCK OUTCROP
 BN0346_SP_SET: ROCK OUTCROP
 BN0346_STAMPING: P 220 1934
 BN0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0346+STABILITY: POSITION/ELEVATION WELL
 BN0346
 BN0346  HISTORY     - Date     Condition        Report By
 BN0346  HISTORY     - 1934     MONUMENTED       CGS
 BN0346  HISTORY     - 1953     GOOD             NGS
 BN0346
 BN0346                          STATION DESCRIPTION
 BN0346
 BN0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0346'18.1 MI W FROM HUNT.
 BN0346'10.4 MILES WEST ALONG FARM ROAD 1340 FROM THE POST OFFICE AT HUNT,
 BN0346'THENCE 7.7 MILES WEST ALONG A COUNTY ROAD, 0.1 MILE WEST OF A GATE, 75
 BN0346'FEET SOUTH OF A STONE GUARD RAIL, 64 FEET SOUTH OF THE CENTER LINE OF
 BN0346'THE ROAD, 2.7 FEET NORTH OF A FENCE, 2.3 FEET NORTH OF A WITNESS POST,
 BN0346'4 FEET ABOVE THE LEVEL OF THE ROAD, 0.5 FOOT ABOVE THE GROUND, SET IN
 BN0346'THE TOP OF A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0399 ***********************************************************************
 CB0399  DESIGNATION -  P 221
 CB0399  PID         -  CB0399
 CB0399  STATE/COUNTY-  TX/UPTON
 CB0399  USGS QUAD   -  RANKIN (1970)
 CB0399
 CB0399                         *CURRENT SURVEY CONTROL
 CB0399  ___________________________________________________________________
 CB0399* NAD 83(1986)-  31 13 39.     (N)    101 56 20.     (W)     SCALED    
 CB0399* NAVD 88     -       781.371  (meters)    2563.55   (feet)  ADJUSTED  
 CB0399  ___________________________________________________________________
 CB0399  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CB0399  DYNAMIC HT  -         780.234 (meters)    2559.82  (feet)  COMP
 CB0399  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 CB0399
 CB0399  VERT ORDER  -  SECOND    CLASS 0
 CB0399
 CB0399.The horizontal coordinates were scaled from a topographic map and have
 CB0399.an estimated accuracy of +/- 6 seconds.
 CB0399
 CB0399.The orthometric height was determined by differential leveling
 CB0399.and adjusted by the National Geodetic Survey in June 1991..
 CB0399
 CB0399.The geoid height was determined by GEOID03.
 CB0399
 CB0399.The dynamic height is computed by dividing the NAVD 88
 CB0399.geopotential number by the normal gravity value computed on the
 CB0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0399.degrees latitude (g = 980.6199 gals.).
 CB0399
 CB0399.The modeled gravity was interpolated from observed gravity values.
 CB0399
 CB0399;                    North         East    Units  Estimated Accuracy
 CB0399;SPC TX C     - 3,174,130.      547,050.      MT  (+/- 180 meters Scaled)
 CB0399
 CB0399                          SUPERSEDED SURVEY CONTROL
 CB0399
 CB0399  NGVD 29 (??/??/92)  781.060  (m)         2562.53   (f) ADJ UNCH    2 0
 CB0399
 CB0399.Superseded values are not recommended for survey control.
 CB0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0399.See file dsdata.txt to determine how the superseded data were derived.
 CB0399
 CB0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV200585(NAD 83)
 CB0399_MARKER: DB = BENCH MARK DISK
 CB0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0399_SP_SET: STEP
 CB0399_STAMPING: P-221 1934
 CB0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0399
 CB0399  HISTORY     - Date     Condition        Report By
 CB0399  HISTORY     - 1934     MONUMENTED       CGS
 CB0399  HISTORY     - 1962     MARK NOT FOUND   LOCSUR
 CB0399
 CB0399                          STATION DESCRIPTION
 CB0399
 CB0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0399'IN RANKIN.
 CB0399'MARK IS SET HORIZONTAL IN TOP STEP 3 FT. W OF CENTER OF S ENTRANCE TO
 CB0399'UPTON COUNTY COURT HOUSE.
 CB0399
 CB0399                          STATION RECOVERY (1962)
 CB0399
 CB0399'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 CB0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0152 ***********************************************************************
 CB0152  DESIGNATION -  P 222
 CB0152  PID         -  CB0152
 CB0152  STATE/COUNTY-  TX/TOM GREEN
 CB0152  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0152
 CB0152                         *CURRENT SURVEY CONTROL
 CB0152  ___________________________________________________________________
 CB0152* NAD 83(1986)-  31 26 08.     (N)    100 26 55.     (W)     SCALED    
 CB0152* NAVD 88     -       569.930  (meters)    1869.85   (feet)  ADJUSTED  
 CB0152  ___________________________________________________________________
 CB0152  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CB0152  DYNAMIC HT  -         569.150 (meters)    1867.29  (feet)  COMP
 CB0152  MODELED GRAV-     979,253.7   (mgal)                       NAVD 88
 CB0152
 CB0152  VERT ORDER  -  SECOND    CLASS 0
 CB0152
 CB0152.The horizontal coordinates were scaled from a topographic map and have
 CB0152.an estimated accuracy of +/- 6 seconds.
 CB0152
 CB0152.The orthometric height was determined by differential leveling
 CB0152.and adjusted by the National Geodetic Survey in June 1991..
 CB0152
 CB0152.The geoid height was determined by GEOID03.
 CB0152
 CB0152.The dynamic height is computed by dividing the NAVD 88
 CB0152.geopotential number by the normal gravity value computed on the
 CB0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0152.degrees latitude (g = 980.6199 gals.).
 CB0152
 CB0152.The modeled gravity was interpolated from observed gravity values.
 CB0152
 CB0152;                    North         East    Units  Estimated Accuracy
 CB0152;SPC TX C     - 3,196,100.      689,040.      MT  (+/- 180 meters Scaled)
 CB0152
 CB0152                          SUPERSEDED SURVEY CONTROL
 CB0152
 CB0152  NGVD 29 (??/??/92)  569.765  (m)         1869.30   (f) ADJ UNCH    2 0
 CB0152
 CB0152.Superseded values are not recommended for survey control.
 CB0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0152.See file dsdata.txt to determine how the superseded data were derived.
 CB0152
 CB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV623787(NAD 83)
 CB0152_MARKER: DB = BENCH MARK DISK
 CB0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0152_STAMPING: P-222 1934
 CB0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0152+STABILITY: SURFACE MOTION
 CB0152
 CB0152  HISTORY     - Date     Condition        Report By
 CB0152  HISTORY     - 1934     MONUMENTED       CGS
 CB0152  HISTORY     - 1947     GOOD             NGS
 CB0152  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0152  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 CB0152
 CB0152                          STATION DESCRIPTION
 CB0152
 CB0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0152'1.5 MI SW FROM SAN ANGELO.
 CB0152'1.5 MILES SW OF AND ALONG THE PANHANDLE AND S. F. R. R. AT A CROSS
 CB0152'ROAD 440 FT. NE OF MILE POST 719.  55 FT. SW OF ROAD CROSSING AND 32
 CB0152'FT. NW OF CENTER OF TRACK.
 CB0152
 CB0152                          STATION RECOVERY (1947)
 CB0152
 CB0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CB0152'RECOVERED IN GOOD CONDITION.
 CB0152
 CB0152                          STATION RECOVERY (1981)
 CB0152
 CB0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0152'THERE IS A 20 FT DIRT AND ROCK FILL AT THIS LOCATION AND THE MARK IS
 CB0152'PROBABLY UNDER THE FILL.
 CB0152
 CB0152                          STATION RECOVERY (2005)
 CB0152
 CB0152'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CB0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0363 ***********************************************************************
 CB0363  DESIGNATION -  P 223
 CB0363  PID         -  CB0363
 CB0363  STATE/COUNTY-  TX/REAGAN
 CB0363  USGS QUAD   -  WITCO (1971)
 CB0363
 CB0363                         *CURRENT SURVEY CONTROL
 CB0363  ___________________________________________________________________
 CB0363* NAD 83(1986)-  31 09 25.     (N)    101 20 50.     (W)     SCALED    
 CB0363* NAVD 88     -       836.256  (meters)    2743.62   (feet)  ADJUSTED  
 CB0363  ___________________________________________________________________
 CB0363  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CB0363  DYNAMIC HT  -         835.037 (meters)    2739.62  (feet)  COMP
 CB0363  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 CB0363
 CB0363  VERT ORDER  -  FIRST     CLASS II
 CB0363
 CB0363.The horizontal coordinates were scaled from a topographic map and have
 CB0363.an estimated accuracy of +/- 6 seconds.
 CB0363
 CB0363.The orthometric height was determined by differential leveling
 CB0363.and adjusted by the National Geodetic Survey in June 1991..
 CB0363
 CB0363.The geoid height was determined by GEOID03.
 CB0363
 CB0363.The dynamic height is computed by dividing the NAVD 88
 CB0363.geopotential number by the normal gravity value computed on the
 CB0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0363.degrees latitude (g = 980.6199 gals.).
 CB0363
 CB0363.The modeled gravity was interpolated from observed gravity values.
 CB0363
 CB0363;                    North         East    Units  Estimated Accuracy
 CB0363;SPC TX C     - 3,165,650.      603,340.      MT  (+/- 180 meters Scaled)
 CB0363
 CB0363                          SUPERSEDED SURVEY CONTROL
 CB0363
 CB0363  NGVD 29 (??/??/92)  835.941  (m)         2742.58   (f) ADJ UNCH    1 2
 CB0363
 CB0363.Superseded values are not recommended for survey control.
 CB0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0363.See file dsdata.txt to determine how the superseded data were derived.
 CB0363
 CB0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV762493(NAD 83)
 CB0363_MARKER: DB = BENCH MARK DISK
 CB0363_SETTING: 66 = SET IN ROCK OUTCROP
 CB0363_SP_SET: LIMESTONE OUTCROP
 CB0363_STAMPING: P-223 1934
 CB0363_MARK LOGO: CGS   
 CB0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0363+STABILITY: POSITION/ELEVATION WELL
 CB0363
 CB0363  HISTORY     - Date     Condition        Report By
 CB0363  HISTORY     - 1934     MONUMENTED       CGS
 CB0363  HISTORY     - 1940     GOOD             NGS
 CB0363  HISTORY     - 1981     GOOD             NGS
 CB0363
 CB0363                          STATION DESCRIPTION
 CB0363
 CB0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0363'7.5 MI E FROM BIG LAKE.
 CB0363'7.5 MILES E OF BIG LAKE AND ALONG THE PANHANDLE AND S.F. 0.1 MILE W OF
 CB0363'MILE POST 783.  80 FT. W AND 186 FT. N OF TRESTLE 783.1.  186 FT. N OF
 CB0363'CENTER OF TRACK.  136 FT. N OF R/W FENCE.  DISK IS SET IN FLAT
 CB0363'LIME-STONE OUTCROP.
 CB0363
 CB0363                          STATION RECOVERY (1940)
 CB0363
 CB0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0363'RECOVERED IN GOOD CONDITION.
 CB0363
 CB0363                          STATION RECOVERY (1981)
 CB0363
 CB0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0363'11.7 KM (7.25 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0363'WITH STATE HIGHWAY 137 IN BIG LAKE, THENCE 1.1 KM (0.7 MI) SOUTH ALONG
 CB0363'A GRAVELED ROAD, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG THE ATCHISON,
 CB0363'TOPEKA AND SANTA FE RAILROAD, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST
 CB0363'783, IN THE CENTER OF A 3 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 CB0363'62.8 METERS (206.0 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 CB0363'WOODEN RAILROAD TRESTLE, 56.1 METERS (184.1 FT) NORTH OF THE NEAR RAIL
 CB0363'AND 41.5 METERS (136.2 FT) NORTH OF A FENCE.
 CB0363'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0402 ***********************************************************************
 BO0402  DESIGNATION -  P 224
 BO0402  PID         -  BO0402
 BO0402  STATE/COUNTY-  TX/PECOS
 BO0402  USGS QUAD   -  IRAAN (1967)
 BO0402
 BO0402                         *CURRENT SURVEY CONTROL
 BO0402  ___________________________________________________________________
 BO0402* NAD 83(1986)-  30 56 03.     (N)    101 58 13.     (W)     SCALED    
 BO0402* NAVD 88     -       705.600  (meters)    2314.96   (feet)  ADJUSTED  
 BO0402  ___________________________________________________________________
 BO0402  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 BO0402  DYNAMIC HT  -         704.580 (meters)    2311.61  (feet)  COMP
 BO0402  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 BO0402
 BO0402  VERT ORDER  -  SECOND    CLASS 0
 BO0402
 BO0402.The horizontal coordinates were scaled from a topographic map and have
 BO0402.an estimated accuracy of +/- 6 seconds.
 BO0402
 BO0402.The orthometric height was determined by differential leveling
 BO0402.and adjusted by the National Geodetic Survey in June 1991..
 BO0402
 BO0402.The geoid height was determined by GEOID03.
 BO0402
 BO0402.The dynamic height is computed by dividing the NAVD 88
 BO0402.geopotential number by the normal gravity value computed on the
 BO0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0402.degrees latitude (g = 980.6199 gals.).
 BO0402
 BO0402.The modeled gravity was interpolated from observed gravity values.
 BO0402
 BO0402;                    North         East    Units  Estimated Accuracy
 BO0402;SPC TX C     - 3,141,660.      543,580.      MT  (+/- 180 meters Scaled)
 BO0402
 BO0402                          SUPERSEDED SURVEY CONTROL
 BO0402
 BO0402  NGVD 29 (??/??/92)  705.351  (m)         2314.14   (f) ADJ UNCH    2 0
 BO0402
 BO0402.Superseded values are not recommended for survey control.
 BO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0402.See file dsdata.txt to determine how the superseded data were derived.
 BO0402
 BO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV161260(NAD 83)
 BO0402_MARKER: DB = BENCH MARK DISK
 BO0402_SETTING: 66 = SET IN ROCK OUTCROP
 BO0402_SP_SET: BEDROCK
 BO0402_STAMPING: P-224 1934
 BO0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0402+STABILITY: POSITION/ELEVATION WELL
 BO0402
 BO0402  HISTORY     - Date     Condition        Report By
 BO0402  HISTORY     - 1934     MONUMENTED       CGS
 BO0402  HISTORY     - 1946     GOOD             NGS
 BO0402
 BO0402                          STATION DESCRIPTION
 BO0402
 BO0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0402'5.0 MI W FROM IRAAN.
 BO0402'5.0 MILES W OF AND ALONG THE MCCAMEY-IRAAN HWY. APPROXIMATELY 0.25
 BO0402'MILE W OF SW OF FORK IN ROAD-- ONE TO IRAAN AND THE OTHER TO RANKIN.
 BO0402'225 FT. S OF SW OF CENTER OF MCCAMEY HWY.  A DISK IN OUTCROP OF BED
 BO0402'ROCK, MARKED WITH A CIRCLE OF STONES.
 BO0402
 BO0402                          STATION RECOVERY (1946)
 BO0402
 BO0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 BO0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0131 ***********************************************************************
 FM0131  DESIGNATION -  P 225
 FM0131  PID         -  FM0131
 FM0131  STATE/COUNTY-  TX/HARTLEY
 FM0131  USGS QUAD   -  HARTLEY SE (1963)
 FM0131
 FM0131                         *CURRENT SURVEY CONTROL
 FM0131  ___________________________________________________________________
 FM0131* NAD 83(1986)-  35 52 01.     (N)    102 15 40.     (W)     SCALED    
 FM0131* NAVD 88     -      1169.313  (meters)    3836.32   (feet)  ADJUSTED  
 FM0131  ___________________________________________________________________
 FM0131  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 FM0131  DYNAMIC HT  -        1167.939 (meters)    3831.81  (feet)  COMP
 FM0131  MODELED GRAV-     979,418.1   (mgal)                       NAVD 88
 FM0131
 FM0131  VERT ORDER  -  SECOND    CLASS 0
 FM0131
 FM0131.The horizontal coordinates were scaled from a topographic map and have
 FM0131.an estimated accuracy of +/- 6 seconds.
 FM0131
 FM0131.The orthometric height was determined by differential leveling
 FM0131.and adjusted by the National Geodetic Survey in June 1991..
 FM0131.WARNING-Repeat measurements at this control monument indicate possible
 FM0131.vertical movement.
 FM0131
 FM0131.The geoid height was determined by GEOID03.
 FM0131
 FM0131.The dynamic height is computed by dividing the NAVD 88
 FM0131.geopotential number by the normal gravity value computed on the
 FM0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0131.degrees latitude (g = 980.6199 gals.).
 FM0131
 FM0131.The modeled gravity was interpolated from observed gravity values.
 FM0131
 FM0131;                    North         East    Units  Estimated Accuracy
 FM0131;SPC TX N     - 1,207,380.      131,270.      MT  (+/- 180 meters Scaled)
 FM0131
 FM0131                          SUPERSEDED SURVEY CONTROL
 FM0131
 FM0131  NGVD 29 (??/??/92) 1168.751  (m)         3834.48   (f) ADJ UNCH    2 0
 FM0131
 FM0131.Superseded values are not recommended for survey control.
 FM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0131.See file dsdata.txt to determine how the superseded data were derived.
 FM0131
 FM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV472726(NAD 83)
 FM0131_MARKER: DB = BENCH MARK DISK
 FM0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0131_SP_SET: CULVERT
 FM0131_STAMPING: P 225 1934
 FM0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0131
 FM0131  HISTORY     - Date     Condition        Report By
 FM0131  HISTORY     - 1934     MONUMENTED       CGS
 FM0131  HISTORY     - 1952     GOOD             NGS
 FM0131
 FM0131                          STATION DESCRIPTION
 FM0131
 FM0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0131'8.1 MI E FROM HARTLEY.
 FM0131'8.1 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 FM0131'AT A CURVE IN THE HIGHWAY, 300 FEET SOUTH OF THE CENTER LINE OF THE
 FM0131'HIGHWAY, 34 FEET NORTH OF AN EAST AND WEST FENCE, 15 FEET SOUTH OF THE
 FM0131'CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF
 FM0131'THE WINGWALL OF A CONCRETE CULVERT UNDER THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0506 ***********************************************************************
 FL0506  DESIGNATION -  P 227
 FL0506  PID         -  FL0506
 FL0506  STATE/COUNTY-  TX/GRAY
 FL0506  USGS QUAD   -  POND CREEK NW (1962)
 FL0506
 FL0506                         *CURRENT SURVEY CONTROL
 FL0506  ___________________________________________________________________
 FL0506* NAD 83(1986)-  35 24 25.     (N)    100 42 56.     (W)     SCALED    
 FL0506* NAVD 88     -       816.462  (meters)    2678.68   (feet)  ADJUSTED  
 FL0506  ___________________________________________________________________
 FL0506  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FL0506  DYNAMIC HT  -         815.593 (meters)    2675.82  (feet)  COMP
 FL0506  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 FL0506
 FL0506  VERT ORDER  -  SECOND    CLASS 0
 FL0506
 FL0506.The horizontal coordinates were scaled from a topographic map and have
 FL0506.an estimated accuracy of +/- 6 seconds.
 FL0506
 FL0506.The orthometric height was determined by differential leveling
 FL0506.and adjusted by the National Geodetic Survey in June 1991..
 FL0506
 FL0506.The geoid height was determined by GEOID03.
 FL0506
 FL0506.The dynamic height is computed by dividing the NAVD 88
 FL0506.geopotential number by the normal gravity value computed on the
 FL0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0506.degrees latitude (g = 980.6199 gals.).
 FL0506
 FL0506.The modeled gravity was interpolated from observed gravity values.
 FL0506
 FL0506;                    North         East    Units  Estimated Accuracy
 FL0506;SPC TX N     - 1,156,360.      271,250.      MT  (+/- 180 meters Scaled)
 FL0506
 FL0506                          SUPERSEDED SURVEY CONTROL
 FL0506
 FL0506  NGVD 29 (??/??/92)  816.116  (m)         2677.54   (f) ADJ UNCH    2 0
 FL0506
 FL0506.Superseded values are not recommended for survey control.
 FL0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0506.See file dsdata.txt to determine how the superseded data were derived.
 FL0506
 FL0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE442195(NAD 83)
 FL0506_MARKER: DB = BENCH MARK DISK
 FL0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0506_STAMPING: P 227 1934
 FL0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0506+STABILITY: SURFACE MOTION
 FL0506
 FL0506  HISTORY     - Date     Condition        Report By
 FL0506  HISTORY     - 1934     MONUMENTED       CGS
 FL0506  HISTORY     - 1943     GOOD             NGS
 FL0506
 FL0506                          STATION DESCRIPTION
 FL0506
 FL0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0506'5.8 MI SE FROM LEFORS.
 FL0506'ABOUT 5.8 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY
 FL0506'FROM THE STATION AT LEFORS, GRAY COUNTY, AT WESCO, ABOUT 5 POLES WEST
 FL0506'OF MILEPOST 312, OPPOSITE THE SHAMROCK GAS AND OIL REFINERY, ABOUT
 FL0506'59.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH CROSS ROAD, 48.0
 FL0506'FEET NORTH OF THE NORTH RAIL, AND ON A SLIGHT KNOLL, IN LINE WITH
 FL0506'POWER POLES, 2.0 FEET SOUTH OF EAST-WEST FENCE, PROJECTING ABOUT
 FL0506'3-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0796 ***********************************************************************
 FL0796  DESIGNATION -  P 228
 FL0796  PID         -  FL0796
 FL0796  STATE/COUNTY-  TX/HUTCHINSON
 FL0796  USGS QUAD   -  PHILLIPS (1978)
 FL0796
 FL0796                         *CURRENT SURVEY CONTROL
 FL0796  ___________________________________________________________________
 FL0796* NAD 83(1986)-  35 37 47.     (N)    101 17 00.     (W)     SCALED    
 FL0796* NAVD 88     -       957.560  (meters)    3141.59   (feet)  ADJUSTED  
 FL0796  ___________________________________________________________________
 FL0796  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 FL0796  DYNAMIC HT  -         956.482 (meters)    3138.06  (feet)  COMP
 FL0796  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 FL0796
 FL0796  VERT ORDER  -  SECOND    CLASS 0
 FL0796
 FL0796.The horizontal coordinates were scaled from a topographic map and have
 FL0796.an estimated accuracy of +/- 6 seconds.
 FL0796
 FL0796.The orthometric height was determined by differential leveling
 FL0796.and adjusted by the National Geodetic Survey in June 1991..
 FL0796
 FL0796.The geoid height was determined by GEOID03.
 FL0796
 FL0796.The dynamic height is computed by dividing the NAVD 88
 FL0796.geopotential number by the normal gravity value computed on the
 FL0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0796.degrees latitude (g = 980.6199 gals.).
 FL0796
 FL0796.The modeled gravity was interpolated from observed gravity values.
 FL0796
 FL0796;                    North         East    Units  Estimated Accuracy
 FL0796;SPC TX N     - 1,180,820.      219,630.      MT  (+/- 180 meters Scaled)
 FL0796
 FL0796                          SUPERSEDED SURVEY CONTROL
 FL0796
 FL0796  NGVD 29 (??/??/92)  957.118  (m)         3140.14   (f) ADJ UNCH    2 0
 FL0796
 FL0796.Superseded values are not recommended for survey control.
 FL0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0796.See file dsdata.txt to determine how the superseded data were derived.
 FL0796
 FL0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE932452(NAD 83)
 FL0796_MARKER: DB = BENCH MARK DISK
 FL0796_SETTING: 0 = UNSPECIFIED SETTING
 FL0796_STAMPING: P 228 1934
 FL0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0796
 FL0796  HISTORY     - Date     Condition        Report By
 FL0796  HISTORY     - 1934     MONUMENTED       CGS
 FL0796  HISTORY     - 1953     GOOD             USGS
 FL0796
 FL0796                          STATION DESCRIPTION
 FL0796
 FL0796'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0796'6.8 MI SE FROM BORGER.
 FL0796'6.8 MILES SOUTHEAST OF BORGER, HUTCHINSON COUNTY, FROM THE POST OFFICE
 FL0796'GO IN TWO BLOCKS SOUTH TO THIRD STREET (STATE HIGHWAY 152) THENCE 6.8
 FL0796'MILES EAST AND SOUTHEAST ALONG HIGHWAY 152 AND 650 FEET
 FL0796'NORTH-NORTHEAST CROSS COUNTRY.  IT LIES 71 FEET SOUTH OF THE
 FL0796'CENTERLINE OF AN ABANDONED ROAD, 22 FEET SOUTH OF A TELEPHONE LINE,
 FL0796'AND 84 FEET SOUTHEAST OF AN OLD PIPELINE SCAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0837 ***********************************************************************
 FL0837  DESIGNATION -  P 229
 FL0837  PID         -  FL0837
 FL0837  STATE/COUNTY-  TX/CARSON
 FL0837  USGS QUAD   -  MC BRIDE (1978)
 FL0837
 FL0837                         *CURRENT SURVEY CONTROL
 FL0837  ___________________________________________________________________
 FL0837* NAD 83(1986)-  35 30 02.     (N)    101 23 46.     (W)     SCALED    
 FL0837* NAVD 88     -       980.400  (meters)    3216.53   (feet)  ADJUSTED  
 FL0837  ___________________________________________________________________
 FL0837  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 FL0837  DYNAMIC HT  -         979.281 (meters)    3212.86  (feet)  COMP
 FL0837  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 FL0837
 FL0837  VERT ORDER  -  SECOND    CLASS 0
 FL0837
 FL0837.The horizontal coordinates were scaled from a topographic map and have
 FL0837.an estimated accuracy of +/- 6 seconds.
 FL0837
 FL0837.The orthometric height was determined by differential leveling
 FL0837.and adjusted by the National Geodetic Survey in June 1991..
 FL0837
 FL0837.The geoid height was determined by GEOID03.
 FL0837
 FL0837.The dynamic height is computed by dividing the NAVD 88
 FL0837.geopotential number by the normal gravity value computed on the
 FL0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0837.degrees latitude (g = 980.6199 gals.).
 FL0837
 FL0837.The modeled gravity was interpolated from observed gravity values.
 FL0837
 FL0837;                    North         East    Units  Estimated Accuracy
 FL0837;SPC TX N     - 1,166,470.      209,430.      MT  (+/- 180 meters Scaled)
 FL0837
 FL0837                          SUPERSEDED SURVEY CONTROL
 FL0837
 FL0837  NGVD 29 (??/??/92)  979.918  (m)         3214.95   (f) ADJ UNCH    2 0
 FL0837
 FL0837.Superseded values are not recommended for survey control.
 FL0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0837.See file dsdata.txt to determine how the superseded data were derived.
 FL0837
 FL0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE826311(NAD 83)
 FL0837_MARKER: DB = BENCH MARK DISK
 FL0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0837_SP_SET: ABUTMENT
 FL0837_STAMPING: P 229 1934
 FL0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0837
 FL0837  HISTORY     - Date     Condition        Report By
 FL0837  HISTORY     - 1934     MONUMENTED       CGS
 FL0837  HISTORY     - 1943     GOOD             NGS
 FL0837
 FL0837                          STATION DESCRIPTION
 FL0837
 FL0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0837'11.2 MI N FROM PANHANDLE.
 FL0837'11.2 MILES NORTH ALONG STATE HIGHWAY 117 FROM PANHANDLE, CARSON
 FL0837'COUNTY, AT THE BRIDGE OVER MIDDLE DIXON CREEK, IN THE TOP OF THE
 FL0837'NORTHWEST CONCRETE ABUTMENT, 15 FEET WEST OF THE CENTERLINE OF THE
 FL0837'BRIDGE.
 FL0837
 FL0837                          STATION RECOVERY (1943)
 FL0837
 FL0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0496 ***********************************************************************
 FL0496  DESIGNATION -  P 230
 FL0496  PID         -  FL0496
 FL0496  STATE/COUNTY-  TX/GRAY
 FL0496  USGS QUAD   -  DEEP LAKE (1968)
 FL0496
 FL0496                         *CURRENT SURVEY CONTROL
 FL0496  ___________________________________________________________________
 FL0496* NAD 83(1986)-  35 16 13.     (N)    100 58 25.     (W)     SCALED    
 FL0496* NAVD 88     -       983.459  (meters)    3226.57   (feet)  ADJUSTED  
 FL0496  ___________________________________________________________________
 FL0496  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL0496  DYNAMIC HT  -         982.347 (meters)    3222.92  (feet)  COMP
 FL0496  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 FL0496
 FL0496  VERT ORDER  -  SECOND    CLASS 0
 FL0496
 FL0496.The horizontal coordinates were scaled from a topographic map and have
 FL0496.an estimated accuracy of +/- 6 seconds.
 FL0496
 FL0496.The orthometric height was determined by differential leveling
 FL0496.and adjusted by the National Geodetic Survey in June 1991..
 FL0496
 FL0496.The geoid height was determined by GEOID03.
 FL0496
 FL0496.The dynamic height is computed by dividing the NAVD 88
 FL0496.geopotential number by the normal gravity value computed on the
 FL0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0496.degrees latitude (g = 980.6199 gals.).
 FL0496
 FL0496.The modeled gravity was interpolated from observed gravity values.
 FL0496
 FL0496;                    North         East    Units  Estimated Accuracy
 FL0496;SPC TX N     - 1,141,050.      247,890.      MT  (+/- 180 meters Scaled)
 FL0496
 FL0496                          SUPERSEDED SURVEY CONTROL
 FL0496
 FL0496  NGVD 29 (??/??/92)  983.038  (m)         3225.18   (f) ADJ UNCH    2 0
 FL0496
 FL0496.Superseded values are not recommended for survey control.
 FL0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0496.See file dsdata.txt to determine how the superseded data were derived.
 FL0496
 FL0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE204048(NAD 83)
 FL0496_MARKER: DB = BENCH MARK DISK
 FL0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0496_STAMPING: P-230 1934
 FL0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0496+STABILITY: SURFACE MOTION
 FL0496
 FL0496  HISTORY     - Date     Condition        Report By
 FL0496  HISTORY     - 1934     MONUMENTED       CGS
 FL0496  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0496
 FL0496                          STATION DESCRIPTION
 FL0496
 FL0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0496'10.3 MI NW FROM JERCIHO.
 FL0496'10.3 MILES NW OF AND ALONG STATE HWY NO. 88 MARK IS AT T ROAD E.  48
 FL0496'FT. E OF CENTER OF HIGHWAY.  31 FT. S OF CENTER OF T ROAD E.
 FL0496
 FL0496                          STATION RECOVERY (1966)
 FL0496
 FL0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0809 ***********************************************************************
 DN0809  DESIGNATION -  P 231
 DN0809  PID         -  DN0809
 DN0809  STATE/COUNTY-  TX/MONTAGUE
 DN0809  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0809
 DN0809                         *CURRENT SURVEY CONTROL
 DN0809  ___________________________________________________________________
 DN0809* NAD 83(1986)-  33 35 29.     (N)    097 52 50.     (W)     SCALED    
 DN0809* NAVD 88     -       311.409  (meters)    1021.68   (feet)  ADJUSTED  
 DN0809  ___________________________________________________________________
 DN0809  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DN0809  DYNAMIC HT  -         311.065 (meters)    1020.55  (feet)  COMP
 DN0809  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 DN0809
 DN0809  VERT ORDER  -  FIRST     CLASS II
 DN0809
 DN0809.The horizontal coordinates were scaled from a topographic map and have
 DN0809.an estimated accuracy of +/- 6 seconds.
 DN0809
 DN0809.The orthometric height was determined by differential leveling
 DN0809.and adjusted by the National Geodetic Survey in June 1991..
 DN0809
 DN0809.The geoid height was determined by GEOID03.
 DN0809
 DN0809.The dynamic height is computed by dividing the NAVD 88
 DN0809.geopotential number by the normal gravity value computed on the
 DN0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0809.degrees latitude (g = 980.6199 gals.).
 DN0809
 DN0809.The modeled gravity was interpolated from observed gravity values.
 DN0809
 DN0809;                    North         East    Units  Estimated Accuracy
 DN0809;SPC TXNC     - 2,213,610.      657,500.      MT  (+/- 180 meters Scaled)
 DN0809
 DN0809                          SUPERSEDED SURVEY CONTROL
 DN0809
 DN0809  NGVD 29 (??/??/92)  311.302  (m)         1021.33   (f) ADJ UNCH    1 2
 DN0809
 DN0809.Superseded values are not recommended for survey control.
 DN0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0809.See file dsdata.txt to determine how the superseded data were derived.
 DN0809
 DN0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC038174(NAD 83)
 DN0809_MARKER: DB = BENCH MARK DISK
 DN0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0809_STAMPING: P 231 1952
 DN0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0809+STABILITY: SURFACE MOTION
 DN0809
 DN0809  HISTORY     - Date     Condition        Report By
 DN0809  HISTORY     - 1952     MONUMENTED       CGS
 DN0809  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0809  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0809
 DN0809                          STATION DESCRIPTION
 DN0809
 DN0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0809'2.7 MI N FROM BOWIE.
 DN0809'2.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0809'FROM THE STATION AT BOWIE, 4 POLES SOUTH OF MILEPOST 541, 44 FEET EAST
 DN0809'OF THE EAST RAIL, 7 FEET NORTHWEST OF A FENCE CORNER, 3.4 FEET WEST OF
 DN0809'A FENCE, 2.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 DN0809'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0809
 DN0809                          STATION RECOVERY (1984)
 DN0809
 DN0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0809'MARK NOT FOUND.
 DN0809
 DN0809                          STATION RECOVERY (1986)
 DN0809
 DN0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0523 ***********************************************************************
 DN0523  DESIGNATION -  P 233 RESET 1954
 DN0523  PID         -  DN0523
 DN0523  STATE/COUNTY-  TX/GRAYSON
 DN0523  USGS QUAD   -  SHERMAN (1974)
 DN0523
 DN0523                         *CURRENT SURVEY CONTROL
 DN0523  ___________________________________________________________________
 DN0523* NAD 83(1986)-  33 43 10.     (N)    096 33 22.     (W)     SCALED    
 DN0523* NAVD 88     -       197.89   (meters)     649.2    (feet)  RESET     
 DN0523  ___________________________________________________________________
 DN0523  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DN0523
 DN0523  VERT ORDER  -  THIRD
 DN0523
 DN0523.The horizontal coordinates were scaled from a topographic map and have
 DN0523.an estimated accuracy of +/- 6 seconds.
 DN0523
 DN0523.The orthometric height was computed from unverified reset data.
 DN0523
 DN0523.The geoid height was determined by GEOID03.
 DN0523
 DN0523;                    North         East    Units  Estimated Accuracy
 DN0523;SPC TXNC     - 2,229,310.      780,150.      MT  (+/- 180 meters Scaled)
 DN0523
 DN0523                          SUPERSEDED SURVEY CONTROL
 DN0523
 DN0523.No superseded survey control is available for this station.
 DN0523
 DN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC264337(NAD 83)
 DN0523_MARKER: DB = BENCH MARK DISK
 DN0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0523_STAMPING: P 233 RESET 1954
 DN0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0523+STABILITY: SURFACE MOTION
 DN0523
 DN0523  HISTORY     - Date     Condition        Report By
 DN0523  HISTORY     - 1954     MONUMENTED       TXHD
 DN0523
 DN0523                          STATION DESCRIPTION
 DN0523
 DN0523'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 DN0523'3.0 MI S FROM DENISON.
 DN0523'3.0 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 DN0523'UNION STATION AT DENISON, GRAYSON COUNTY, 3-1/2 POLES NORTH OF
 DN0523'MILEPOST 335, 120 FEET NORTHEAST OF A POWER-TRANSMISSION LINE, AND 50
 DN0523'FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED P
 DN0523'233 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DN0523'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0425 ***********************************************************************
 FM0425  DESIGNATION -  P 234
 FM0425  PID         -  FM0425
 FM0425  STATE/COUNTY-  TX/HARTLEY
 FM0425  USGS QUAD   -  MIDDLE WATER (1971)
 FM0425
 FM0425                         *CURRENT SURVEY CONTROL
 FM0425  ___________________________________________________________________
 FM0425* NAD 83(1986)-  35 51 59.     (N)    102 45 55.     (W)     SCALED    
 FM0425* NAVD 88     -      1240.778  (meters)    4070.79   (feet)  ADJUSTED  
 FM0425  ___________________________________________________________________
 FM0425  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 FM0425  DYNAMIC HT  -        1239.309 (meters)    4065.97  (feet)  COMP
 FM0425  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 FM0425
 FM0425  VERT ORDER  -  FIRST     CLASS II
 FM0425
 FM0425.The horizontal coordinates were scaled from a topographic map and have
 FM0425.an estimated accuracy of +/- 6 seconds.
 FM0425
 FM0425.The orthometric height was determined by differential leveling
 FM0425.and adjusted by the National Geodetic Survey in June 1991..
 FM0425
 FM0425.The geoid height was determined by GEOID03.
 FM0425
 FM0425.The dynamic height is computed by dividing the NAVD 88
 FM0425.geopotential number by the normal gravity value computed on the
 FM0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0425.degrees latitude (g = 980.6199 gals.).
 FM0425
 FM0425.The modeled gravity was interpolated from observed gravity values.
 FM0425
 FM0425;                    North         East    Units  Estimated Accuracy
 FM0425;SPC TX N     - 1,207,790.       85,740.      MT  (+/- 180 meters Scaled)
 FM0425
 FM0425                          SUPERSEDED SURVEY CONTROL
 FM0425
 FM0425  NGVD 29 (??/??/92) 1240.220  (m)         4068.96   (f) ADJ UNCH    1 2
 FM0425
 FM0425.Superseded values are not recommended for survey control.
 FM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0425.See file dsdata.txt to determine how the superseded data were derived.
 FM0425
 FM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV017714(NAD 83)
 FM0425_MARKER: DB = BENCH MARK DISK
 FM0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0425_STAMPING: P-234 1933
 FM0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0425+STABILITY: SURFACE MOTION
 FM0425
 FM0425  HISTORY     - Date     Condition        Report By
 FM0425  HISTORY     - 1933     MONUMENTED       CGS
 FM0425
 FM0425                          STATION DESCRIPTION
 FM0425
 FM0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0425'1.7 MI NE FROM MIDDLEWATER.
 FM0425'1.7 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. AT
 FM0425'MILE POLE NO. 565.  SET IN POST, 100 FEET SOUTH EAST OF THE CENTERLINE
 FM0425'OF THE TRACKS AND 2 FEET NORTH WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0231 ***********************************************************************
 FM0231  DESIGNATION -  P 236
 FM0231  PID         -  FM0231
 FM0231  STATE/COUNTY-  TX/POTTER
 FM0231  USGS QUAD   -  ADY (1966)
 FM0231
 FM0231                         *CURRENT SURVEY CONTROL
 FM0231  ___________________________________________________________________
 FM0231* NAD 83(1986)-  35 29 11.     (N)    102 08 03.     (W)     SCALED    
 FM0231* NAVD 88     -       961.782  (meters)    3155.45   (feet)  POSTED    
 FM0231  ___________________________________________________________________
 FM0231  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FM0231  DYNAMIC HT  -         960.660 (meters)    3151.77  (feet)  COMP
 FM0231  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 FM0231
 FM0231  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FM0231
 FM0231.The horizontal coordinates were scaled from a topographic map and have
 FM0231.an estimated accuracy of +/- 6 seconds.
 FM0231
 FM0231.The orthometric height was determined by differential leveling
 FM0231.and adjusted by the National Geodetic Survey in 1992..
 FM0231.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FM0231.rate of 3.1 thru 4.0 mm/km.
 FM0231
 FM0231.The geoid height was determined by GEOID03.
 FM0231
 FM0231.The dynamic height is computed by dividing the NAVD 88
 FM0231.geopotential number by the normal gravity value computed on the
 FM0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0231.degrees latitude (g = 980.6199 gals.).
 FM0231
 FM0231.The modeled gravity was interpolated from observed gravity values.
 FM0231
 FM0231;                    North         East    Units  Estimated Accuracy
 FM0231;SPC TX N     - 1,165,080.      142,460.      MT  (+/- 180 meters Scaled)
 FM0231
 FM0231                          SUPERSEDED SURVEY CONTROL
 FM0231
 FM0231  NGVD 29 (??/??/92)  961.322  (m)         3153.94   (f) ADJ UNCH    1 2
 FM0231
 FM0231.Superseded values are not recommended for survey control.
 FM0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0231.See file dsdata.txt to determine how the superseded data were derived.
 FM0231
 FM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV599307(NAD 83)
 FM0231_MARKER: DB = BENCH MARK DISK
 FM0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0231_SP_SET: CULVERT
 FM0231_STAMPING: P-236 1933
 FM0231_MARK LOGO: CGS   
 FM0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0231
 FM0231  HISTORY     - Date     Condition        Report By
 FM0231  HISTORY     - 1933     MONUMENTED       CGS
 FM0231  HISTORY     - 1985     GOOD             NGS
 FM0231
 FM0231                          STATION DESCRIPTION
 FM0231
 FM0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0231'7.0 MI SE FROM TASCOSA.
 FM0231'7.0 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0231'CITY RAILROAD.  AT CONCRETE CULVERT NO. 365-31.  10 POLES NORTH WEST
 FM0231'OF MILE POLE NO. 365.  SET IN EAST END OF THE NORTH EAST HEADWALL, 35
 FM0231'FEET NORTH EAST OF THE CENTERLINE OF THE TRACKS.
 FM0231
 FM0231                          STATION RECOVERY (1985)
 FM0231
 FM0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0231'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  41.5 KM
 FM0231'(25.8 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION WITH
 FM0231'U.S. HIGHWAY 66 IN AMARILLO, THENCE 0.4 KM (0.25 MI) NORTHEAST ALONG A
 FM0231'DIRT ROAD, THENCE 0.4 KM (0.25 MI) NORTHWEST ALONG THE BURLINGTON
 FM0231'NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0026 ***********************************************************************
 GL0026  DESIGNATION -  P 237
 GL0026  PID         -  GL0026
 GL0026  STATE/COUNTY-  TX/DALLAM
 GL0026  USGS QUAD   -  CHAMBERLIN (1973)
 GL0026
 GL0026                         *CURRENT SURVEY CONTROL
 GL0026  ___________________________________________________________________
 GL0026* NAD 83(1986)-  36 08 45.     (N)    102 23 18.     (W)     SCALED    
 GL0026* NAVD 88     -      1207.220  (meters)    3960.69   (feet)  ADJUSTED  
 GL0026  ___________________________________________________________________
 GL0026  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 GL0026  DYNAMIC HT  -        1205.835 (meters)    3956.14  (feet)  COMP
 GL0026  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 GL0026
 GL0026  VERT ORDER  -  FIRST     CLASS II
 GL0026
 GL0026.The horizontal coordinates were scaled from a topographic map and have
 GL0026.an estimated accuracy of +/- 6 seconds.
 GL0026
 GL0026.The orthometric height was determined by differential leveling
 GL0026.and adjusted by the National Geodetic Survey in June 1991..
 GL0026
 GL0026.The geoid height was determined by GEOID03.
 GL0026
 GL0026.The dynamic height is computed by dividing the NAVD 88
 GL0026.geopotential number by the normal gravity value computed on the
 GL0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0026.degrees latitude (g = 980.6199 gals.).
 GL0026
 GL0026.The modeled gravity was interpolated from observed gravity values.
 GL0026
 GL0026;                    North         East    Units  Estimated Accuracy
 GL0026;SPC TX N     - 1,238,420.      120,050.      MT  (+/- 180 meters Scaled)
 GL0026
 GL0026                          SUPERSEDED SURVEY CONTROL
 GL0026
 GL0026.No superseded survey control is available for this station.
 GL0026
 GL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA349032(NAD 83)
 GL0026_MARKER: DB = BENCH MARK DISK
 GL0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0026_STAMPING: P-237, 1933
 GL0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0026+STABILITY: SURFACE MOTION
 GL0026
 GL0026  HISTORY     - Date     Condition        Report By
 GL0026  HISTORY     - 1933     MONUMENTED       CGS
 GL0026  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0026
 GL0026                          STATION DESCRIPTION
 GL0026
 GL0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0026'9.1 MI NE FROM DALHART.
 GL0026'9.1 MILES NORTH EAST OF DALHART DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0026'14 POLES SOUTH WEST OF MILE POLE NO. 536.  JUST SOUTH WEST OF
 GL0026'CHAMBERLIN.  AT ROAD CROSSING, SET IN POST, 45 FEET NORTH WEST OF THE
 GL0026'CENTERLINE OF THE TRACKS AND 4 FEET SOUTH WEST OF POLE.
 GL0026
 GL0026                          STATION RECOVERY (1973)
 GL0026
 GL0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0431 ***********************************************************************
 GK0431  DESIGNATION -  P 238
 GK0431  PID         -  GK0431
 GK0431  STATE/COUNTY-  TX/SHERMAN
 GK0431  USGS QUAD   -  STEVENS (1965)
 GK0431
 GK0431                         *CURRENT SURVEY CONTROL
 GK0431  ___________________________________________________________________
 GK0431* NAD 83(1986)-  36 26 55.     (N)    101 52 32.     (W)     SCALED    
 GK0431* NAVD 88     -      1062.551  (meters)    3486.05   (feet)  ADJUSTED  
 GK0431  ___________________________________________________________________
 GK0431  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 GK0431  DYNAMIC HT  -        1061.401 (meters)    3482.28  (feet)  COMP
 GK0431  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 GK0431
 GK0431  VERT ORDER  -  FIRST     CLASS II
 GK0431
 GK0431.The horizontal coordinates were scaled from a topographic map and have
 GK0431.an estimated accuracy of +/- 6 seconds.
 GK0431
 GK0431.The orthometric height was determined by differential leveling
 GK0431.and adjusted by the National Geodetic Survey in June 1991..
 GK0431
 GK0431.The geoid height was determined by GEOID03.
 GK0431
 GK0431.The dynamic height is computed by dividing the NAVD 88
 GK0431.geopotential number by the normal gravity value computed on the
 GK0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0431.degrees latitude (g = 980.6199 gals.).
 GK0431
 GK0431.The modeled gravity was interpolated from observed gravity values.
 GK0431
 GK0431;                    North         East    Units  Estimated Accuracy
 GK0431;SPC TX N     - 1,271,720.      166,330.      MT  (+/- 180 meters Scaled)
 GK0431
 GK0431                          SUPERSEDED SURVEY CONTROL
 GK0431
 GK0431  NGVD 29 (??/??/92) 1062.063  (m)         3484.45   (f) ADJ UNCH    1 2
 GK0431
 GK0431.Superseded values are not recommended for survey control.
 GK0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0431.See file dsdata.txt to determine how the superseded data were derived.
 GK0431
 GK0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF422375(NAD 83)
 GK0431_MARKER: DB = BENCH MARK DISK
 GK0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0431_STAMPING: P-238 1933
 GK0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0431+STABILITY: SURFACE MOTION
 GK0431
 GK0431  HISTORY     - Date     Condition        Report By
 GK0431  HISTORY     - 1933     MONUMENTED       CGS
 GK0431
 GK0431                          STATION DESCRIPTION
 GK0431
 GK0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0431'13.3 MI NE FROM STRATFORD.
 GK0431'13.3 MILES NORTH EAST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GK0431'RAILROAD.  AT PUBLIC CROSSING, 2 1/2 POLES NORTH EAST OF MILE POLE NO.
 GK0431'501.  45 FEET NORTH EAST OF THE CENTERLINE OF THE GATE AND 95 FEET
 GK0431'SOUTH EAST OF THE CENTERLINE OF THE TRACKS.  5 FEET NORTH WEST OF THE
 GK0431'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0937 ***********************************************************************
 BZ0937  DESIGNATION -  P 239
 BZ0937  PID         -  BZ0937
 BZ0937  STATE/COUNTY-  TX/BELL
 BZ0937  USGS QUAD   -  POST OAK MOUNTAIN (1994)
 BZ0937
 BZ0937                         *CURRENT SURVEY CONTROL
 BZ0937  ___________________________________________________________________
 BZ0937* NAD 83(1986)-  31 08 35.     (N)    097 42 50.     (W)     SCALED    
 BZ0937* NAVD 88     -       278.236  (meters)     912.85   (feet)  ADJUSTED  
 BZ0937  ___________________________________________________________________
 BZ0937  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BZ0937  DYNAMIC HT  -         277.864 (meters)     911.63  (feet)  COMP
 BZ0937  MODELED GRAV-     979,298.4   (mgal)                       NAVD 88
 BZ0937
 BZ0937  VERT ORDER  -  FIRST     CLASS II
 BZ0937
 BZ0937.The horizontal coordinates were scaled from a topographic map and have
 BZ0937.an estimated accuracy of +/- 6 seconds.
 BZ0937
 BZ0937.The orthometric height was determined by differential leveling
 BZ0937.and adjusted by the National Geodetic Survey in June 1991..
 BZ0937
 BZ0937.The geoid height was determined by GEOID03.
 BZ0937
 BZ0937.The dynamic height is computed by dividing the NAVD 88
 BZ0937.geopotential number by the normal gravity value computed on the
 BZ0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0937.degrees latitude (g = 980.6199 gals.).
 BZ0937
 BZ0937.The modeled gravity was interpolated from observed gravity values.
 BZ0937
 BZ0937;                    North         East    Units  Estimated Accuracy
 BZ0937;SPC TX C     - 3,166,610.      949,740.      MT  (+/- 180 meters Scaled)
 BZ0937
 BZ0937                          SUPERSEDED SURVEY CONTROL
 BZ0937
 BZ0937  NGVD 29 (??/??/92)  278.153  (m)          912.57   (f) ADJ UNCH    1 2
 BZ0937
 BZ0937.Superseded values are not recommended for survey control.
 BZ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0937.See file dsdata.txt to determine how the superseded data were derived.
 BZ0937
 BZ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV226461(NAD 83)
 BZ0937_MARKER: DB = BENCH MARK DISK
 BZ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0937_STAMPING: P 239 1953
 BZ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0937+STABILITY: SURFACE MOTION
 BZ0937
 BZ0937  HISTORY     - Date     Condition        Report By
 BZ0937  HISTORY     - 1953     MONUMENTED       CGS
 BZ0937  HISTORY     - 1957     GOOD             DOD
 BZ0937
 BZ0937                          STATION DESCRIPTION
 BZ0937
 BZ0937'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0937'IN HOOD A. A. F..
 BZ0937'AT HOOD A. A. F., BELL COUNTY, 0.2 MILE EAST OF THE HANGARS, 225 FEET
 BZ0937'SOUTHEAST OF THE CENTER OF A CATTLE GUARD, 225 FEET SOUTHEAST OF THE
 BZ0937'CENTERLINE OF A GRAVEL ROAD LEADING EAST, 39 FEET NORTHWEST OF THE
 BZ0937'WEST CORNER OF A WIND VANE, AND 3 FEET SOUTHWEST OF A WHITE WOODEN
 BZ0937'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BZ0937'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0538 ***********************************************************************
 BM0538  DESIGNATION -  P 240
 BM0538  PID         -  BM0538
 BM0538  STATE/COUNTY-  TX/TRAVIS
 BM0538  USGS QUAD   -  MANOR (1988)
 BM0538
 BM0538                         *CURRENT SURVEY CONTROL
 BM0538  ___________________________________________________________________
 BM0538* NAD 83(1986)-  30 20 05.     (N)    097 30 41.     (W)     SCALED    
 BM0538* NAVD 88     -       155.94   (+/-2cm)     511.6    (feet)  VERTCON   
 BM0538  ___________________________________________________________________
 BM0538  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BM0538
 BM0538  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0538
 BM0538.The horizontal coordinates were scaled from a topographic map and have
 BM0538.an estimated accuracy of +/- 6 seconds.
 BM0538
 BM0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0538.The vertical order pertains to the NGVD 29 superseded value.
 BM0538
 BM0538.The geoid height was determined by GEOID03.
 BM0538
 BM0538;                    North         East    Units  Estimated Accuracy
 BM0538;SPC TX C     - 3,077,500.      971,320.      MT  (+/- 180 meters Scaled)
 BM0538
 BM0538                          SUPERSEDED SURVEY CONTROL
 BM0538
 BM0538  NGVD 29 (??/??/92)  155.859  (m)          511.35   (f) ADJ UNCH    1 2
 BM0538
 BM0538.Superseded values are not recommended for survey control.
 BM0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0538.See file dsdata.txt to determine how the superseded data were derived.
 BM0538
 BM0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU430568(NAD 83)
 BM0538_MARKER: DB = BENCH MARK DISK
 BM0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0538_SP_SET: CULVERT
 BM0538_STAMPING: P 240 1953
 BM0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0538
 BM0538  HISTORY     - Date     Condition        Report By
 BM0538  HISTORY     - 1953     MONUMENTED       CGS
 BM0538  HISTORY     - 1990     GOOD             USPSQD
 BM0538  HISTORY     - 19910710 GOOD             USPSQD
 BM0538  HISTORY     - 19950624 GOOD             USPSQD
 BM0538  HISTORY     - 20030308 GOOD             USPSQD
 BM0538
 BM0538                          STATION DESCRIPTION
 BM0538
 BM0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0538'9.4 MI W FROM ELGIN.
 BM0538'9.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0538'STATION AT ELGIN, 200 FEET NORTHWEST OF MILEPOST 97, 135 FEET NORTH OF
 BM0538'THE NORTH RAIL, 11 FEET NORTHWEST OF THE CENTER LINE OF A PAVED ROAD,
 BM0538'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST GUARD RAIL OF A
 BM0538'CONCRETE CULVERT.
 BM0538
 BM0538                          STATION RECOVERY (1990)
 BM0538
 BM0538'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BM0538'RECOVERED IN GOOD CONDITION.
 BM0538
 BM0538                          STATION RECOVERY (1991)
 BM0538
 BM0538'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0538'RECOVERED IN GOOD CONDITION.
 BM0538
 BM0538                          STATION RECOVERY (1995)
 BM0538
 BM0538'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0538'RECOVERED IN GOOD CONDITION.
 BM0538
 BM0538                          STATION RECOVERY (2003)
 BM0538
 BM0538'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0396 ***********************************************************************
 FM0396  DESIGNATION -  P 243
 FM0396  PID         -  FM0396
 FM0396  STATE/COUNTY-  TX/OLDHAM
 FM0396  USGS QUAD   -  LANDERGIN (1966)
 FM0396
 FM0396                         *CURRENT SURVEY CONTROL
 FM0396  ___________________________________________________________________
 FM0396* NAD 83(1986)-  35 15 53.     (N)    102 31 50.     (W)     SCALED    
 FM0396* NAVD 88     -      1240.253  (meters)    4069.06   (feet)  ADJUSTED  
 FM0396  ___________________________________________________________________
 FM0396  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 FM0396  DYNAMIC HT  -        1238.757 (meters)    4064.16  (feet)  COMP
 FM0396  MODELED GRAV-     979,384.6   (mgal)                       NAVD 88
 FM0396
 FM0396  VERT ORDER  -  SECOND    CLASS 0
 FM0396
 FM0396.The horizontal coordinates were scaled from a topographic map and have
 FM0396.an estimated accuracy of +/- 6 seconds.
 FM0396
 FM0396.The orthometric height was determined by differential leveling
 FM0396.and adjusted by the National Geodetic Survey in June 1991..
 FM0396
 FM0396.The geoid height was determined by GEOID03.
 FM0396
 FM0396.The dynamic height is computed by dividing the NAVD 88
 FM0396.geopotential number by the normal gravity value computed on the
 FM0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0396.degrees latitude (g = 980.6199 gals.).
 FM0396
 FM0396.The modeled gravity was interpolated from observed gravity values.
 FM0396
 FM0396;                    North         East    Units  Estimated Accuracy
 FM0396;SPC TX N     - 1,140,790.      106,240.      MT  (+/- 180 meters Scaled)
 FM0396
 FM0396                          SUPERSEDED SURVEY CONTROL
 FM0396
 FM0396  NGVD 29 (??/??/92) 1239.716  (m)         4067.30   (f) ADJ UNCH    2 0
 FM0396
 FM0396.Superseded values are not recommended for survey control.
 FM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0396.See file dsdata.txt to determine how the superseded data were derived.
 FM0396
 FM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV246051(NAD 83)
 FM0396_MARKER: DB = BENCH MARK DISK
 FM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0396_STAMPING: P 243 1934
 FM0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0396+STABILITY: SURFACE MOTION
 FM0396
 FM0396  HISTORY     - Date     Condition        Report By
 FM0396  HISTORY     - 1934     MONUMENTED       CGS
 FM0396
 FM0396                          STATION DESCRIPTION
 FM0396
 FM0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0396'6.2 MI W FROM VEGA.
 FM0396'6.2 MILES WEST OF ROCK ISLAND RR DEPOT AT VEGA 90 FEET NORTHEAST OF
 FM0396'MILE POST 801.  2 FEET SOUTH OF RIGHT-OF-WAY FENCE.  48 FEET NORTH OF
 FM0396'CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0585 ***********************************************************************
 DN0585  DESIGNATION -  P 245
 DN0585  PID         -  DN0585
 DN0585  STATE/COUNTY-  TX/COOKE
 DN0585  USGS QUAD   -  MUENSTER EAST (1978)
 DN0585
 DN0585                         *CURRENT SURVEY CONTROL
 DN0585  ___________________________________________________________________
 DN0585* NAD 83(1986)-  33 37 43.     (N)    097 18 52.     (W)     SCALED    
 DN0585* NAVD 88     -       280.202  (meters)     919.30   (feet)  ADJUSTED  
 DN0585  ___________________________________________________________________
 DN0585  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DN0585  DYNAMIC HT  -         279.906 (meters)     918.32  (feet)  COMP
 DN0585  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 DN0585
 DN0585  VERT ORDER  -  SECOND    CLASS 0
 DN0585
 DN0585.The horizontal coordinates were scaled from a topographic map and have
 DN0585.an estimated accuracy of +/- 6 seconds.
 DN0585
 DN0585.The orthometric height was determined by differential leveling
 DN0585.and adjusted by the National Geodetic Survey in June 1991..
 DN0585
 DN0585.The geoid height was determined by GEOID03.
 DN0585
 DN0585.The dynamic height is computed by dividing the NAVD 88
 DN0585.geopotential number by the normal gravity value computed on the
 DN0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0585.degrees latitude (g = 980.6199 gals.).
 DN0585
 DN0585.The modeled gravity was interpolated from observed gravity values.
 DN0585
 DN0585;                    North         East    Units  Estimated Accuracy
 DN0585;SPC TXNC     - 2,218,190.      709,990.      MT  (+/- 180 meters Scaled)
 DN0585
 DN0585                          SUPERSEDED SURVEY CONTROL
 DN0585
 DN0585  NGVD 29 (??/??/92)  280.143  (m)          919.10   (f) ADJ UNCH    2 0
 DN0585
 DN0585.Superseded values are not recommended for survey control.
 DN0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0585.See file dsdata.txt to determine how the superseded data were derived.
 DN0585
 DN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC563222(NAD 83)
 DN0585_MARKER: DB = BENCH MARK DISK
 DN0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0585_SP_SET: CULVERT
 DN0585_STAMPING: P 245 1934
 DN0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0585
 DN0585  HISTORY     - Date     Condition        Report By
 DN0585  HISTORY     - 1934     MONUMENTED       CGS
 DN0585  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN0585
 DN0585                          STATION DESCRIPTION
 DN0585
 DN0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0585'IN MYRA.
 DN0585'AT MYRA, COOKE COUNTY, ABOUT 200 FEET EAST OF THE STATION OF THE
 DN0585'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, IN THE TOP OF THE SOUTH END
 DN0585'OF A CULVERT HEAD WALL, AND 15 FEET SOUTH OF THE TRACK.  A STANDARD
 DN0585'DISK, STAMPED P 245 1934.
 DN0585
 DN0585                          STATION RECOVERY (1995)
 DN0585
 DN0585'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1523 ***********************************************************************
 CS1523  DESIGNATION -  P 246
 CS1523  PID         -  CS1523
 CS1523  STATE/COUNTY-  TX/TARRANT
 CS1523  USGS QUAD   -  HALTOM CITY (1981)
 CS1523
 CS1523                         *CURRENT SURVEY CONTROL
 CS1523  ___________________________________________________________________
 CS1523* NAD 83(1986)-  32 47 51.     (N)    097 20 45.     (W)     SCALED    
 CS1523* NAVD 88     -       178.025  (meters)     584.07   (feet)  ADJUSTED  
 CS1523  ___________________________________________________________________
 CS1523  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS1523  DYNAMIC HT  -         177.817 (meters)     583.39  (feet)  COMP
 CS1523  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 CS1523
 CS1523  VERT ORDER  -  FIRST     CLASS II
 CS1523
 CS1523.The horizontal coordinates were scaled from a topographic map and have
 CS1523.an estimated accuracy of +/- 6 seconds.
 CS1523
 CS1523.The orthometric height was determined by differential leveling
 CS1523.and adjusted by the National Geodetic Survey in June 1991..
 CS1523
 CS1523.The geoid height was determined by GEOID03.
 CS1523
 CS1523.The dynamic height is computed by dividing the NAVD 88
 CS1523.geopotential number by the normal gravity value computed on the
 CS1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1523.degrees latitude (g = 980.6199 gals.).
 CS1523
 CS1523.The modeled gravity was interpolated from observed gravity values.
 CS1523
 CS1523;                    North         East    Units  Estimated Accuracy
 CS1523;SPC TXNC     - 2,125,990.      708,090.      MT  (+/- 180 meters Scaled)
 CS1523
 CS1523                          SUPERSEDED SURVEY CONTROL
 CS1523
 CS1523  NGVD 29 (??/??/92)  178.022  (m)          584.06   (f) ADJ UNCH    1 2
 CS1523
 CS1523.Superseded values are not recommended for survey control.
 CS1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1523.See file dsdata.txt to determine how the superseded data were derived.
 CS1523
 CS1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB548300(NAD 83)
 CS1523_MARKER: DB = BENCH MARK DISK
 CS1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1523_STAMPING: P 245 1934
 CS1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1523+STABILITY: SURFACE MOTION
 CS1523
 CS1523  HISTORY     - Date     Condition        Report By
 CS1523  HISTORY     - 1934     MONUMENTED       CGS
 CS1523  HISTORY     - 1946     GOOD             NGS
 CS1523  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1523  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1523  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1523
 CS1523                          STATION DESCRIPTION
 CS1523
 CS1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1523'IN FT WORTH.
 CS1523'AT NORTH FORT WORTH, ON THE GULF, COLORADO AND SANTA FE RAILWAY, IN
 CS1523'THE NORTH PART OF THE STOCKYARDS, ABOUT 1/2 MILE NORTH OF THE ARMOUR
 CS1523'PACKING PLANT, AT A HIGHWAY CROSSING, 20 FEET NORTH OF THE HIGHWAY, 30
 CS1523'FEET WEST OF THE TRACK, AND IN LINE WITH A FENCE.  A STANDARD DISK,
 CS1523'STAMPED P 245 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CS1523
 CS1523                          STATION RECOVERY (1984)
 CS1523
 CS1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1523'MARK NOT FOUND.
 CS1523
 CS1523                          STATION RECOVERY (1990)
 CS1523
 CS1523'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS1523'MARK NOT FOUND.
 CS1523
 CS1523                          STATION RECOVERY (1997)
 CS1523
 CS1523'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0541 ***********************************************************************
 DN0541  DESIGNATION -  P 247
 DN0541  PID         -  DN0541
 DN0541  STATE/COUNTY-  TX/COOKE
 DN0541  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN0541
 DN0541                         *CURRENT SURVEY CONTROL
 DN0541  ___________________________________________________________________
 DN0541* NAD 83(1986)-  33 30 48.     (N)    097 09 55.     (W)     SCALED    
 DN0541* NAVD 88     -       230.696  (meters)     756.88   (feet)  ADJUSTED  
 DN0541  ___________________________________________________________________
 DN0541  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0541  DYNAMIC HT  -         230.453 (meters)     756.08  (feet)  COMP
 DN0541  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 DN0541
 DN0541  VERT ORDER  -  SECOND    CLASS 0
 DN0541
 DN0541.The horizontal coordinates were scaled from a topographic map and have
 DN0541.an estimated accuracy of +/- 6 seconds.
 DN0541
 DN0541.The orthometric height was determined by differential leveling
 DN0541.and adjusted by the National Geodetic Survey in June 1991..
 DN0541
 DN0541.The geoid height was determined by GEOID03.
 DN0541
 DN0541.The dynamic height is computed by dividing the NAVD 88
 DN0541.geopotential number by the normal gravity value computed on the
 DN0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0541.degrees latitude (g = 980.6199 gals.).
 DN0541
 DN0541.The modeled gravity was interpolated from observed gravity values.
 DN0541
 DN0541;                    North         East    Units  Estimated Accuracy
 DN0541;SPC TXNC     - 2,205,570.      723,990.      MT  (+/- 180 meters Scaled)
 DN0541
 DN0541                          SUPERSEDED SURVEY CONTROL
 DN0541
 DN0541  NGVD 29 (??/??/92)  230.668  (m)          756.78   (f) ADJ UNCH    2 0
 DN0541
 DN0541.Superseded values are not recommended for survey control.
 DN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0541.See file dsdata.txt to determine how the superseded data were derived.
 DN0541
 DN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC704097(NAD 83)
 DN0541_MARKER: DB = BENCH MARK DISK
 DN0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0541_STAMPING: P-247 1934
 DN0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0541+STABILITY: SURFACE MOTION
 DN0541
 DN0541  HISTORY     - Date     Condition        Report By
 DN0541  HISTORY     - 1934     MONUMENTED       CGS
 DN0541  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 DN0541
 DN0541                          STATION DESCRIPTION
 DN0541
 DN0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0541'2.0 MI N FROM VALLEY VIEW.
 DN0541'2.0 MILES NORTH OF VALLEY VIEW G.C. AND S.F. DEPOT AT GULF COLORADO
 DN0541'AND SANTA FE RAILROAD 100 FEET EAST OF HIGHWAY.  NEAR MILE POST 402 B.
 DN0541'50 FEET WEST OF TRACK AND 40 FEET NORTH OF CENTERLINE OF THE ROAD.
 DN0541
 DN0541                          STATION RECOVERY (1995)
 DN0541
 DN0541'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2052 ***********************************************************************
 BY2052  DESIGNATION -  P 249 RESET 1960
 BY2052  PID         -  BY2052
 BY2052  STATE/COUNTY-  TX/ANDERSON
 BY2052  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2052
 BY2052                         *CURRENT SURVEY CONTROL
 BY2052  ___________________________________________________________________
 BY2052* NAD 83(1986)-  31 42 29.     (N)    095 42 52.     (W)     SCALED    
 BY2052* NAVD 88     -       103.699  (meters)     340.22   (feet)  ADJUSTED  
 BY2052  ___________________________________________________________________
 BY2052  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BY2052  DYNAMIC HT  -         103.573 (meters)     339.81  (feet)  COMP
 BY2052  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 BY2052
 BY2052  VERT ORDER  -  FIRST     CLASS II
 BY2052
 BY2052.The horizontal coordinates were scaled from a topographic map and have
 BY2052.an estimated accuracy of +/- 6 seconds.
 BY2052
 BY2052.The orthometric height was determined by differential leveling
 BY2052.and adjusted by the National Geodetic Survey in June 1991..
 BY2052
 BY2052.The geoid height was determined by GEOID03.
 BY2052
 BY2052.The dynamic height is computed by dividing the NAVD 88
 BY2052.geopotential number by the normal gravity value computed on the
 BY2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2052.degrees latitude (g = 980.6199 gals.).
 BY2052
 BY2052.The modeled gravity was interpolated from observed gravity values.
 BY2052
 BY2052;                    North         East    Units  Estimated Accuracy
 BY2052;SPC TX C     - 3,235,390.    1,137,690.      MT  (+/- 180 meters Scaled)
 BY2052
 BY2052                          SUPERSEDED SURVEY CONTROL
 BY2052
 BY2052  NGVD 29 (??/??/??)  103.68   (m)          340.2    (f) RESET       3  
 BY2052
 BY2052.Superseded values are not recommended for survey control.
 BY2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2052.See file dsdata.txt to determine how the superseded data were derived.
 BY2052
 BY2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR427112(NAD 83)
 BY2052_MARKER: DB = BENCH MARK DISK
 BY2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2052_STAMPING: P 249 RESET 1960
 BY2052_PROJECTION: FLUSH
 BY2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2052+STABILITY: SURFACE MOTION
 BY2052
 BY2052  HISTORY     - Date     Condition        Report By
 BY2052  HISTORY     - 1960     MONUMENTED       CGS
 BY2052  HISTORY     - 1980     GOOD             NGS
 BY2052
 BY2052                          STATION DESCRIPTION
 BY2052
 BY2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2052'6.2 MI SW FROM PALESTINE.
 BY2052'ABOUT 6.2 MILES SOUTHWEST ALONG U.S. HIGHWAY NOS. 84 AND 79 FROM
 BY2052'PALESTINE, IN THE NORTHWEST RIGHT-OF-WAY LINE OF THE HIGHWAY, 100
 BY2052'YARDS SOUTH OF A SMALL PINK HOUSE, 3 FEET SOUTHWEST OF A FENCE CORNER,
 BY2052'20 FEET SOUTH OF A SMALL CEDAR AND 2 FEET WEST OF A 4 X 4 POST. TO
 BY2052'REACH FROM THE DEPOT IN PALESTINE, GO SOUTH WEST 0.8 MILE TO THE
 BY2052'JUNCTION WITH HIGHWAY NOS. 84 AND 79.  THEN GO SOUTHWEST ALONG THE
 BY2052'HIGHWAY 5.4 MILES TO THE MARK ON THE RIGHT.
 BY2052
 BY2052                          STATION RECOVERY (1980)
 BY2052
 BY2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2052'2.4 KM. (1.5 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2052'FEDERAL BUILDING IN PALESTINE, THENCE 8.2 KM. (5.1 MI.) SOUTHWEST
 BY2052'ALONG U.S. HIGHWAY 79, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH,
 BY2052'36.0 M. (118 FT.) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.6 M.
 BY2052'(48.0 FT.) NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 38.1 M.
 BY2052'(125 FT.) SOUTH OF THE SOUTH CORNER OF A CARPORT, 0.6 M. (2.0 FT.)
 BY2052'SOUTHWEST OF A FENCE CORNER, 0.2 M. (0.5 FT.) NORTHWEST OF A FENCE.
 BY2052'THE MARK IS 0.5 METERS  NNE FROM A WITNESS POST.
 BY2052'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0215 ***********************************************************************
 AB0215  DESIGNATION -  P 25 C CO
 AB0215  PID         -  AB0215
 AB0215  STATE/COUNTY-  TX/CAMERON
 AB0215  USGS QUAD   -  LOS FRESNOS (1983)
 AB0215
 AB0215                         *CURRENT SURVEY CONTROL
 AB0215  ___________________________________________________________________
 AB0215* NAD 83(1986)-  26 04 01.     (N)    097 22 51.     (W)     SCALED    
 AB0215* NAVD 88     -         3.726  (meters)      12.22   (feet)  ADJUSTED  
 AB0215  ___________________________________________________________________
 AB0215  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AB0215  DYNAMIC HT  -           3.720 (meters)      12.20  (feet)  COMP
 AB0215  MODELED GRAV-     979,052.1   (mgal)                       NAVD 88
 AB0215
 AB0215  VERT ORDER  -  FIRST     CLASS II
 AB0215
 AB0215.The horizontal coordinates were scaled from a topographic map and have
 AB0215.an estimated accuracy of +/- 6 seconds.
 AB0215
 AB0215.The orthometric height was determined by differential leveling
 AB0215.and adjusted by the National Geodetic Survey in June 1991..
 AB0215
 AB0215.The geoid height was determined by GEOID03.
 AB0215
 AB0215.The dynamic height is computed by dividing the NAVD 88
 AB0215.geopotential number by the normal gravity value computed on the
 AB0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0215.degrees latitude (g = 980.6199 gals.).
 AB0215
 AB0215.The modeled gravity was interpolated from observed gravity values.
 AB0215
 AB0215;                    North         East    Units  Estimated Accuracy
 AB0215;SPC TX S     - 5,044,850.      411,990.      MT  (+/- 180 meters Scaled)
 AB0215
 AB0215                          SUPERSEDED SURVEY CONTROL
 AB0215
 AB0215  NGVD 29 (??/??/92)    3.828  (m)           12.56   (f) ADJ UNCH    1 2
 AB0215
 AB0215.Superseded values are not recommended for survey control.
 AB0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0215.See file dsdata.txt to determine how the superseded data were derived.
 AB0215
 AB0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP619841(NAD 83)
 AB0215_MARKER: DD = SURVEY DISK
 AB0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0215_SP_SET: CULVERT
 AB0215_STAMPING: P 25 12.29
 AB0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0215
 AB0215  HISTORY     - Date     Condition        Report By
 AB0215  HISTORY     - UNK      MONUMENTED
 AB0215  HISTORY     - 1951     GOOD             NGS
 AB0215  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0215  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0215  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0215
 AB0215                          STATION DESCRIPTION
 AB0215
 AB0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0215'5.6 MI E FROM LOS FRESNOS.
 AB0215'5.6 MILES EAST ALONG STATE HIGHWAY 100 FROM ITS INTERSECTION WITH
 AB0215'PAREDES ROAD AT LOS FRESNOS, 0.2 MILE WEST OF TRIANGULATION STATION
 AB0215'LOS FRESNOS 1947, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.6
 AB0215'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE NORTH
 AB0215'HEADWALL OF A 2X3 FOOT CONCRETE CULVERT.
 AB0215
 AB0215                          STATION RECOVERY (1963)
 AB0215
 AB0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0215'MARK NOT FOUND.
 AB0215
 AB0215                          STATION RECOVERY (1981)
 AB0215
 AB0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0215'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 AB0215
 AB0215                          STATION RECOVERY (1987)
 AB0215
 AB0215'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0060 ***********************************************************************
 BY0060  DESIGNATION -  P 250
 BY0060  PID         -  BY0060
 BY0060  STATE/COUNTY-  TX/SHELBY
 BY0060  USGS QUAD   -  TENAHA EAST (1984)
 BY0060
 BY0060                         *CURRENT SURVEY CONTROL
 BY0060  ___________________________________________________________________
 BY0060* NAD 83(1986)-  31 56 58.     (N)    094 14 06.     (W)     SCALED    
 BY0060* NAVD 88     -       108.546  (meters)     356.12   (feet)  ADJUSTED  
 BY0060  ___________________________________________________________________
 BY0060  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BY0060  DYNAMIC HT  -         108.418 (meters)     355.70  (feet)  COMP
 BY0060  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 BY0060
 BY0060  VERT ORDER  -  FIRST     CLASS II
 BY0060
 BY0060.The horizontal coordinates were scaled from a topographic map and have
 BY0060.an estimated accuracy of +/- 6 seconds.
 BY0060
 BY0060.The orthometric height was determined by differential leveling
 BY0060.and adjusted by the National Geodetic Survey in June 1991..
 BY0060
 BY0060.The geoid height was determined by GEOID03.
 BY0060
 BY0060.The dynamic height is computed by dividing the NAVD 88
 BY0060.geopotential number by the normal gravity value computed on the
 BY0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0060.degrees latitude (g = 980.6199 gals.).
 BY0060
 BY0060.The modeled gravity was interpolated from observed gravity values.
 BY0060
 BY0060;                    North         East    Units  Estimated Accuracy
 BY0060;SPC TX C     - 3,268,870.    1,276,290.      MT  (+/- 180 meters Scaled)
 BY0060
 BY0060                          SUPERSEDED SURVEY CONTROL
 BY0060
 BY0060  NGVD 29 (??/??/92)  108.580  (m)          356.23   (f) ADJ UNCH    1 2
 BY0060
 BY0060.Superseded values are not recommended for survey control.
 BY0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0060.See file dsdata.txt to determine how the superseded data were derived.
 BY0060
 BY0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR832354(NAD 83)
 BY0060_MARKER: DB = BENCH MARK DISK
 BY0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0060_STAMPING: P 250 1952
 BY0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0060+STABILITY: SURFACE MOTION
 BY0060
 BY0060  HISTORY     - Date     Condition        Report By
 BY0060  HISTORY     - 1952     MONUMENTED       CGS
 BY0060  HISTORY     - 1958     GOOD             NGS
 BY0060  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0060
 BY0060                          STATION DESCRIPTION
 BY0060
 BY0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0060'0.7 MI NE FROM TENAHA.
 BY0060'0.7 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0060'STATION AT TENAHA, 65 FEET SOUTHWEST OF THE CENTER OF AN ABANDONED
 BY0060'ROAD CROSSING, 66.8 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 84,
 BY0060'44.7 FEET SOUTH OF THE SOUTH RAIL, 3 FEET WEST OF A WITNESS POST, SET
 BY0060'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BY0060'GROUND.
 BY0060
 BY0060                          STATION RECOVERY (1958)
 BY0060
 BY0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BY0060'RECOVERED IN GOOD CONDITION.
 BY0060
 BY0060                          STATION RECOVERY (1979)
 BY0060
 BY0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1065 ***********************************************************************
 BY1065  DESIGNATION -  P 251
 BY1065  PID         -  BY1065
 BY1065  STATE/COUNTY-  TX/CHEROKEE
 BY1065  USGS QUAD   -  REKLAW (1973)
 BY1065
 BY1065                         *CURRENT SURVEY CONTROL
 BY1065  ___________________________________________________________________
 BY1065* NAD 83(1986)-  31 49 19.     (N)    094 56 58.     (W)     SCALED    
 BY1065* NAVD 88     -        84.074  (meters)     275.83   (feet)  ADJUSTED  
 BY1065  ___________________________________________________________________
 BY1065  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY1065  DYNAMIC HT  -          83.973 (meters)     275.50  (feet)  COMP
 BY1065  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 BY1065
 BY1065  VERT ORDER  -  FIRST     CLASS II
 BY1065
 BY1065.The horizontal coordinates were scaled from a topographic map and have
 BY1065.an estimated accuracy of +/- 6 seconds.
 BY1065
 BY1065.The orthometric height was determined by differential leveling
 BY1065.and adjusted by the National Geodetic Survey in June 1991..
 BY1065
 BY1065.The geoid height was determined by GEOID03.
 BY1065
 BY1065.The dynamic height is computed by dividing the NAVD 88
 BY1065.geopotential number by the normal gravity value computed on the
 BY1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1065.degrees latitude (g = 980.6199 gals.).
 BY1065
 BY1065.The modeled gravity was interpolated from observed gravity values.
 BY1065
 BY1065;                    North         East    Units  Estimated Accuracy
 BY1065;SPC TX C     - 3,251,270.    1,209,510.      MT  (+/- 180 meters Scaled)
 BY1065
 BY1065                          SUPERSEDED SURVEY CONTROL
 BY1065
 BY1065  NGVD 29 (??/??/92)   84.104  (m)          275.93   (f) ADJ UNCH    1 2
 BY1065
 BY1065.Superseded values are not recommended for survey control.
 BY1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1065.See file dsdata.txt to determine how the superseded data were derived.
 BY1065
 BY1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR154223(NAD 83)
 BY1065_MARKER: DB = BENCH MARK DISK
 BY1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1065_STAMPING: P 251 1952
 BY1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1065+STABILITY: SURFACE MOTION
 BY1065
 BY1065  HISTORY     - Date     Condition        Report By
 BY1065  HISTORY     - 1952     MONUMENTED       CGS
 BY1065  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1065  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1065
 BY1065                          STATION DESCRIPTION
 BY1065
 BY1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1065'3.75 MI SE FROM REKLAW.
 BY1065'3.75 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1065'STATION AT REKLAW, AT A ROAD CROSSING, 1 1/2 POLES SOUTHEAST OF
 BY1065'MILEPOST 179, 65 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 47
 BY1065'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 29 FEET SOUTHEAST OF A FENCE
 BY1065'CORNER, 1 FOOT NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS
 BY1065'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BY1065'THE GROUND.
 BY1065
 BY1065                          STATION RECOVERY (1973)
 BY1065
 BY1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1065'MARK NOT FOUND.
 BY1065
 BY1065                          STATION RECOVERY (1979)
 BY1065
 BY1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1273 ***********************************************************************
 BY1273  DESIGNATION -  P 252
 BY1273  PID         -  BY1273
 BY1273  STATE/COUNTY-  TX/CHEROKEE
 BY1273  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1273
 BY1273                         *CURRENT SURVEY CONTROL
 BY1273  ___________________________________________________________________
 BY1273* NAD 83(1986)-  31 57 17.     (N)    095 16 13.     (W)     SCALED    
 BY1273* NAVD 88     -       154.737  (meters)     507.67   (feet)  ADJUSTED  
 BY1273  ___________________________________________________________________
 BY1273  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BY1273  DYNAMIC HT  -         154.550 (meters)     507.05  (feet)  COMP
 BY1273  MODELED GRAV-     979,429.5   (mgal)                       NAVD 88
 BY1273
 BY1273  VERT ORDER  -  FIRST     CLASS II
 BY1273
 BY1273.The horizontal coordinates were scaled from a topographic map and have
 BY1273.an estimated accuracy of +/- 6 seconds.
 BY1273
 BY1273.The orthometric height was determined by differential leveling
 BY1273.and adjusted by the National Geodetic Survey in June 1991..
 BY1273
 BY1273.The geoid height was determined by GEOID03.
 BY1273
 BY1273.The dynamic height is computed by dividing the NAVD 88
 BY1273.geopotential number by the normal gravity value computed on the
 BY1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1273.degrees latitude (g = 980.6199 gals.).
 BY1273
 BY1273.The modeled gravity was interpolated from observed gravity values.
 BY1273
 BY1273;                    North         East    Units  Estimated Accuracy
 BY1273;SPC TX C     - 3,264,550.    1,178,500.      MT  (+/- 180 meters Scaled)
 BY1273
 BY1273                          SUPERSEDED SURVEY CONTROL
 BY1273
 BY1273  NGVD 29 (??/??/92)  154.758  (m)          507.74   (f) ADJ UNCH    1 2
 BY1273
 BY1273.Superseded values are not recommended for survey control.
 BY1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1273.See file dsdata.txt to determine how the superseded data were derived.
 BY1273
 BY1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR854376(NAD 83)
 BY1273_MARKER: DB = BENCH MARK DISK
 BY1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1273_STAMPING: P 252 1952
 BY1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1273+STABILITY: SURFACE MOTION
 BY1273
 BY1273  HISTORY     - Date     Condition        Report By
 BY1273  HISTORY     - 1952     MONUMENTED       CGS
 BY1273  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1273  HISTORY     - 1980     GOOD             NGS
 BY1273  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY1273
 BY1273                          STATION DESCRIPTION
 BY1273
 BY1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1273'IN JACKSONVILLE.
 BY1273'AT JACKSONVILLE, 0.3 MILE SOUTHEAST OF THE TEXAS AND NEW ORLEANS
 BY1273'RAILROAD STATION, 92 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 BY1273'TRACK, 35 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SIDE TRACK, 97.2
 BY1273'FEET EAST OF THE EAST RAIL OF THE ROUNDHOUSE LEAD TRACK, 85 FEET
 BY1273'NORTHEAST OF THE NORTH CORNER OF THE ROUNDHOUSE SAND BUILDING, 77 FEET
 BY1273'SOUTHEAST OF THE SOUTH CORNER OF THE ROUNDHOUSE OFFICE, 7 FEET NORTH
 BY1273'OF THE NORTH CORNER OF A FISH POND, SET IN THE TOP OF A CONCRETE POST
 BY1273'WHICH IS FLUSH WITH THE GROUND.
 BY1273
 BY1273                          STATION RECOVERY (1977)
 BY1273
 BY1273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1273'MARK NOT FOUND.
 BY1273
 BY1273                          STATION RECOVERY (1980)
 BY1273
 BY1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1273'RECOVERED IN GOOD CONDITION.
 BY1273
 BY1273                          STATION RECOVERY (2004)
 BY1273
 BY1273'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0286 ***********************************************************************
 GK0286  DESIGNATION -  P 253
 GK0286  PID         -  GK0286
 GK0286  STATE/COUNTY-  TX/HANSFORD
 GK0286  USGS QUAD   -  HANNAS DRAW EAST (1974)
 GK0286
 GK0286                         *CURRENT SURVEY CONTROL
 GK0286  ___________________________________________________________________
 GK0286* NAD 83(1986)-  36 10 04.     (N)    101 28 37.     (W)     SCALED    
 GK0286* NAVD 88     -       970.971  (meters)    3185.59   (feet)  ADJUSTED  
 GK0286  ___________________________________________________________________
 GK0286  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 GK0286  DYNAMIC HT  -         969.909 (meters)    3182.11  (feet)  COMP
 GK0286  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 GK0286
 GK0286  VERT ORDER  -  SECOND    CLASS 0
 GK0286
 GK0286.The horizontal coordinates were scaled from a topographic map and have
 GK0286.an estimated accuracy of +/- 6 seconds.
 GK0286
 GK0286.The orthometric height was determined by differential leveling
 GK0286.and adjusted by the National Geodetic Survey in June 1991..
 GK0286
 GK0286.The geoid height was determined by GEOID03.
 GK0286
 GK0286.The dynamic height is computed by dividing the NAVD 88
 GK0286.geopotential number by the normal gravity value computed on the
 GK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0286.degrees latitude (g = 980.6199 gals.).
 GK0286
 GK0286.The modeled gravity was interpolated from observed gravity values.
 GK0286
 GK0286;                    North         East    Units  Estimated Accuracy
 GK0286;SPC TX N     - 1,240,500.      202,070.      MT  (+/- 180 meters Scaled)
 GK0286
 GK0286                          SUPERSEDED SURVEY CONTROL
 GK0286
 GK0286  NGVD 29 (??/??/92)  970.521  (m)         3184.12   (f) ADJ UNCH    2 0
 GK0286
 GK0286.Superseded values are not recommended for survey control.
 GK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0286.See file dsdata.txt to determine how the superseded data were derived.
 GK0286
 GK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF772054(NAD 83)
 GK0286_MARKER: DB = BENCH MARK DISK
 GK0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0286_STAMPING: P 253 1934
 GK0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0286+STABILITY: SURFACE MOTION
 GK0286
 GK0286  HISTORY     - Date     Condition        Report By
 GK0286  HISTORY     - 1934     MONUMENTED       CGS
 GK0286
 GK0286                          STATION DESCRIPTION
 GK0286
 GK0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0286'7.8 MI S FROM GRUVER.
 GK0286'7.8 MILES SOUTH OF C.RI. AND G. RR. STATION AT GRUVER 39 FEET WEST OF
 GK0286'NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY TRACK.2 1/2 POLES
 GK0286'SOUTH AND ON OPPOSITE SIDE OF TRACK OF MILE POST 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0473 ***********************************************************************
 GK0473  DESIGNATION -  P 254
 GK0473  PID         -  GK0473
 GK0473  STATE/COUNTY-  TX/HANSFORD
 GK0473  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0473
 GK0473                         *CURRENT SURVEY CONTROL
 GK0473  ___________________________________________________________________
 GK0473* NAD 83(1986)-  36 19 43.     (N)    101 36 24.     (W)     SCALED    
 GK0473* NAVD 88     -      1012.937  (meters)    3323.28   (feet)  ADJUSTED  
 GK0473  ___________________________________________________________________
 GK0473  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 GK0473  DYNAMIC HT  -        1011.834 (meters)    3319.66  (feet)  COMP
 GK0473  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 GK0473
 GK0473  VERT ORDER  -  SECOND    CLASS 0
 GK0473
 GK0473.The horizontal coordinates were scaled from a topographic map and have
 GK0473.an estimated accuracy of +/- 6 seconds.
 GK0473
 GK0473.The orthometric height was determined by differential leveling
 GK0473.and adjusted by the National Geodetic Survey in June 1991..
 GK0473
 GK0473.The geoid height was determined by GEOID03.
 GK0473
 GK0473.The dynamic height is computed by dividing the NAVD 88
 GK0473.geopotential number by the normal gravity value computed on the
 GK0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0473.degrees latitude (g = 980.6199 gals.).
 GK0473
 GK0473.The modeled gravity was interpolated from observed gravity values.
 GK0473
 GK0473;                    North         East    Units  Estimated Accuracy
 GK0473;SPC TX N     - 1,258,350.      190,420.      MT  (+/- 180 meters Scaled)
 GK0473
 GK0473                          SUPERSEDED SURVEY CONTROL
 GK0473
 GK0473  NGVD 29 (??/??/92) 1012.476  (m)         3321.76   (f) ADJ UNCH    2 0
 GK0473
 GK0473.Superseded values are not recommended for survey control.
 GK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0473.See file dsdata.txt to determine how the superseded data were derived.
 GK0473
 GK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF660235(NAD 83)
 GK0473_MARKER: DB = BENCH MARK DISK
 GK0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0473_STAMPING: P 254 1934
 GK0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0473+STABILITY: SURFACE MOTION
 GK0473
 GK0473  HISTORY     - Date     Condition        Report By
 GK0473  HISTORY     - 1934     MONUMENTED       CGS
 GK0473  HISTORY     - 1952     GOOD             NGS
 GK0473  HISTORY     - 1969     GOOD             NGS
 GK0473
 GK0473                          STATION DESCRIPTION
 GK0473
 GK0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0473'26.45 MI E FROM STRATFORD.
 GK0473'23.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0473'PACIFIC RAILROAD STATION AT STRATFORD, THENCE 0.15 MILE NORTH ALONG A
 GK0473'PRIVATE GRADED DIRT ROAD, THENCE 1.45 MILES EAST ALONG A PRIVATE GRADE
 GK0473'DIRT ROAD, THENCE 1.65 MILE EAST ALONG AN ABANDONED ROAD, 0.4 MILE
 GK0473'EAST OF A WIRE CORRAL AND WINDMILL, 374 FEET WEST OF A NORTH AND SOUTH
 GK0473'FENCE, 37 FEET SOUTH OF AN EAST AND WEST FENCE WHICH IS IN THE CENTER
 GK0473'OF THE OLD ROAD BED, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GK0473'0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS THE AZIMUTH MARK FOR
 GK0473'TRIANGULATION STATION CLUCK 1952.  NOTE-- A METAL WITNESS POST WAS SET
 GK0473'37 FT. N. OF BM.
 GK0473
 GK0473                          STATION RECOVERY (1969)
 GK0473
 GK0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GK0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0114 ***********************************************************************
 GK0114  DESIGNATION -  P 255
 GK0114  PID         -  GK0114
 GK0114  STATE/COUNTY-  TX/OCHILTREE
 GK0114  USGS QUAD   -  PERRYTON (1973)
 GK0114
 GK0114                         *CURRENT SURVEY CONTROL
 GK0114  ___________________________________________________________________
 GK0114* NAD 83(1986)-  36 23 38.     (N)    100 49 01.     (W)     SCALED    
 GK0114* NAVD 88     -       894.471  (meters)    2934.61   (feet)  ADJUSTED  
 GK0114  ___________________________________________________________________
 GK0114  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GK0114  DYNAMIC HT  -         893.536 (meters)    2931.54  (feet)  COMP
 GK0114  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 GK0114
 GK0114  VERT ORDER  -  SECOND    CLASS 0
 GK0114
 GK0114.The horizontal coordinates were scaled from a topographic map and have
 GK0114.an estimated accuracy of +/- 6 seconds.
 GK0114
 GK0114.The orthometric height was determined by differential leveling
 GK0114.and adjusted by the National Geodetic Survey in June 1991..
 GK0114
 GK0114.The geoid height was determined by GEOID03.
 GK0114
 GK0114.The dynamic height is computed by dividing the NAVD 88
 GK0114.geopotential number by the normal gravity value computed on the
 GK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0114.degrees latitude (g = 980.6199 gals.).
 GK0114
 GK0114.The modeled gravity was interpolated from observed gravity values.
 GK0114
 GK0114;                    North         East    Units  Estimated Accuracy
 GK0114;SPC TX N     - 1,265,800.      261,280.      MT  (+/- 180 meters Scaled)
 GK0114
 GK0114                          SUPERSEDED SURVEY CONTROL
 GK0114
 GK0114  NGVD 29 (??/??/92)  894.092  (m)         2933.37   (f) ADJ UNCH    2 0
 GK0114
 GK0114.Superseded values are not recommended for survey control.
 GK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0114.See file dsdata.txt to determine how the superseded data were derived.
 GK0114
 GK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF370291(NAD 83)
 GK0114_MARKER: DB = BENCH MARK DISK
 GK0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0114_STAMPING: P-255 1934
 GK0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0114+STABILITY: SURFACE MOTION
 GK0114
 GK0114  HISTORY     - Date     Condition        Report By
 GK0114  HISTORY     - 1934     MONUMENTED       CGS
 GK0114  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0114
 GK0114                          STATION DESCRIPTION
 GK0114
 GK0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0114'IN PERRYTON.
 GK0114'0.2 MILE NORTHEAST OF MILEPOST 59, 90 FEET NORTH OF END OF PERRYTON
 GK0114'CITY LIMITS, 52 FEET EAST OF CENTER-LINE OF SECTION 1 ROAD CROSSING
 GK0114'TRACK, 48 FEET NORTHWEST OF CENTER-LINE OF ROAD HWY. 117.
 GK0114
 GK0114                          STATION RECOVERY (1972)
 GK0114
 GK0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0611 ***********************************************************************
 FL0611  DESIGNATION -  P 256
 FL0611  PID         -  FL0611
 FL0611  STATE/COUNTY-  TX/ROBERTS
 FL0611  USGS QUAD   -  LORA (1967)
 FL0611
 FL0611                         *CURRENT SURVEY CONTROL
 FL0611  ___________________________________________________________________
 FL0611* NAD 83(1986)-  35 44 29.     (N)    100 33 31.     (W)     SCALED    
 FL0611* NAVD 88     -       803.183  (meters)    2635.11   (feet)  ADJUSTED  
 FL0611  ___________________________________________________________________
 FL0611  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FL0611  DYNAMIC HT  -         802.308 (meters)    2632.24  (feet)  COMP
 FL0611  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 FL0611
 FL0611  VERT ORDER  -  SECOND    CLASS 0
 FL0611
 FL0611.The horizontal coordinates were scaled from a topographic map and have
 FL0611.an estimated accuracy of +/- 6 seconds.
 FL0611
 FL0611.The orthometric height was determined by differential leveling
 FL0611.and adjusted by the National Geodetic Survey in June 1991..
 FL0611
 FL0611.The geoid height was determined by GEOID03.
 FL0611
 FL0611.The dynamic height is computed by dividing the NAVD 88
 FL0611.geopotential number by the normal gravity value computed on the
 FL0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0611.degrees latitude (g = 980.6199 gals.).
 FL0611
 FL0611.The modeled gravity was interpolated from observed gravity values.
 FL0611
 FL0611;                    North         East    Units  Estimated Accuracy
 FL0611;SPC TX N     - 1,193,590.      285,150.      MT  (+/- 180 meters Scaled)
 FL0611
 FL0611                          SUPERSEDED SURVEY CONTROL
 FL0611
 FL0611  NGVD 29 (??/??/92)  802.812  (m)         2633.89   (f) ADJ UNCH    2 0
 FL0611
 FL0611.Superseded values are not recommended for survey control.
 FL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0611.See file dsdata.txt to determine how the superseded data were derived.
 FL0611
 FL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE590563(NAD 83)
 FL0611_MARKER: DB = BENCH MARK DISK
 FL0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0611_STAMPING: P-256 1934
 FL0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0611+STABILITY: SURFACE MOTION
 FL0611
 FL0611  HISTORY     - Date     Condition        Report By
 FL0611  HISTORY     - 1934     MONUMENTED       CGS
 FL0611  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0611
 FL0611                          STATION DESCRIPTION
 FL0611
 FL0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0611'5.7 MI NE FROM MIAMA.
 FL0611'5.7 MILES NORTHEAST OF MIAMI P. AND S.F. RR. STATION 0.3 MILE
 FL0611'SOUTHWEST OF MILE POLE 471.  320 FEET SOUTHWEST OF BLOCK SIGNAL 4712.
 FL0611'85 FEET SOUTHEAST OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILWAY
 FL0611'TRACK.
 FL0611
 FL0611                          STATION RECOVERY (1966)
 FL0611
 FL0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0061 ***********************************************************************
 GK0061  DESIGNATION -  P 257
 GK0061  PID         -  GK0061
 GK0061  STATE/COUNTY-  TX/LIPSCOMB
 GK0061  USGS QUAD   -  MAGOUN (1972)
 GK0061
 GK0061                         *CURRENT SURVEY CONTROL
 GK0061  ___________________________________________________________________
 GK0061* NAD 83(1986)-  36 24 19.     (N)    100 05 28.     (W)     SCALED    
 GK0061* NAVD 88     -       775.086  (meters)    2542.93   (feet)  ADJUSTED  
 GK0061  ___________________________________________________________________
 GK0061  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GK0061  DYNAMIC HT  -         774.304 (meters)    2540.36  (feet)  COMP
 GK0061  MODELED GRAV-     979,597.4   (mgal)                       NAVD 88
 GK0061
 GK0061  VERT ORDER  -  SECOND    CLASS 0
 GK0061
 GK0061.The horizontal coordinates were scaled from a topographic map and have
 GK0061.an estimated accuracy of +/- 6 seconds.
 GK0061
 GK0061.The orthometric height was determined by differential leveling
 GK0061.and adjusted by the National Geodetic Survey in June 1991..
 GK0061
 GK0061.The geoid height was determined by GEOID03.
 GK0061
 GK0061.The dynamic height is computed by dividing the NAVD 88
 GK0061.geopotential number by the normal gravity value computed on the
 GK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0061.degrees latitude (g = 980.6199 gals.).
 GK0061
 GK0061.The modeled gravity was interpolated from observed gravity values.
 GK0061
 GK0061;                    North         East    Units  Estimated Accuracy
 GK0061;SPC TX N     - 1,267,750.      326,380.      MT  (+/- 180 meters Scaled)
 GK0061
 GK0061                          SUPERSEDED SURVEY CONTROL
 GK0061
 GK0061  NGVD 29 (??/??/92)  774.778  (m)         2541.92   (f) ADJ UNCH    2 0
 GK0061
 GK0061.Superseded values are not recommended for survey control.
 GK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0061.See file dsdata.txt to determine how the superseded data were derived.
 GK0061
 GK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF021294(NAD 83)
 GK0061_MARKER: DB = BENCH MARK DISK
 GK0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0061_STAMPING: P-257 1934
 GK0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0061+STABILITY: SURFACE MOTION
 GK0061
 GK0061  HISTORY     - Date     Condition        Report By
 GK0061  HISTORY     - 1934     MONUMENTED       CGS
 GK0061  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0061
 GK0061                          STATION DESCRIPTION
 GK0061
 GK0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0061'3.6 MI SE FROM FOLLETT.
 GK0061'3.6 MILES SOUTHEAST OF F. AND S.F. RR. STATION AT FOLLETT 85 FEET
 GK0061'NORTHWEST OF INTERSECTION OF PANHANDLE AND SANTA FE RAILWAY TRACK AND
 GK0061'SECTION LINE ROAD.  70 FEET NORTH OF THIRD POLE WEST OF MILE POST 15.
 GK0061'NOTE-- MAY BE COVERED BY SAND.
 GK0061
 GK0061                          STATION RECOVERY (1971)
 GK0061
 GK0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1453 ***********************************************************************
 BZ1453  DESIGNATION -  P 258 RESET
 BZ1453  PID         -  BZ1453
 BZ1453  STATE/COUNTY-  TX/HILL
 BZ1453  USGS QUAD   -  ABBOTT (1979)
 BZ1453
 BZ1453                         *CURRENT SURVEY CONTROL
 BZ1453  ___________________________________________________________________
 BZ1453* NAD 83(1986)-  31 59 41.     (N)    097 02 34.     (W)     SCALED    
 BZ1453* NAVD 88     -       229.08   (meters)     751.6    (feet)  RESET     
 BZ1453  ___________________________________________________________________
 BZ1453  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BZ1453
 BZ1453  VERT ORDER  -  THIRD
 BZ1453
 BZ1453.The horizontal coordinates were scaled from a topographic map and have
 BZ1453.an estimated accuracy of +/- 6 seconds.
 BZ1453
 BZ1453.The orthometric height was computed from unverified reset data.
 BZ1453.No vertical observational check was made to the station.
 BZ1453
 BZ1453.The geoid height was determined by GEOID03.
 BZ1453
 BZ1453;                    North         East    Units  Estimated Accuracy
 BZ1453;SPC TXNC     - 2,037,340.      737,710.      MT  (+/- 180 meters Scaled)
 BZ1453
 BZ1453                          SUPERSEDED SURVEY CONTROL
 BZ1453
 BZ1453  NGVD 29 (01/29/03)  229.04   (m)          751.4    (f) RESET       3  
 BZ1453
 BZ1453.Superseded values are not recommended for survey control.
 BZ1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1453.See file dsdata.txt to determine how the superseded data were derived.
 BZ1453
 BZ1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA848415(NAD 83)
 BZ1453_MARKER: DB = BENCH MARK DISK
 BZ1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1453_SP_SET: CONCRETE POST
 BZ1453_STAMPING: P 258 RESET 1982
 BZ1453_MARK LOGO: NGS   
 BZ1453_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1453+STABILITY: SURFACE MOTION
 BZ1453
 BZ1453  HISTORY     - Date     Condition        Report By
 BZ1453  HISTORY     - 1982     MONUMENTED       NGS
 BZ1453  HISTORY     - 19950715 GOOD             USPSQD
 BZ1453  HISTORY     - 20031011 GOOD             USPSQD
 BZ1453
 BZ1453                          STATION DESCRIPTION
 BZ1453
 BZ1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BZ1453'3.1 MI (5.0 KM) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL
 BZ1453'IN BYNUM AT A DIRT ROAD TO THE SOUTHEAST, ON THE SOUTHWEST SIDE OF
 BZ1453'THE HIGHWAY, 120.0 FT (36.6 M) NORTHWEST OF THE CENTER OF THE DIRT
 BZ1453'ROAD, 50.0 FT (15.2 M) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BZ1453'1.3 FT (0.4 M) NORTH OF A METAL WITNESS POST AND 0.5 FT (0.2 M)
 BZ1453'NORTHEAST OF A FENCE.
 BZ1453
 BZ1453                          STATION RECOVERY (1995)
 BZ1453
 BZ1453'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1453'RECOVERED IN GOOD CONDITION.
 BZ1453
 BZ1453                          STATION RECOVERY (2003)
 BZ1453
 BZ1453'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ1453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1229 ***********************************************************************
 FL1229  DESIGNATION -  P 259
 FL1229  PID         -  FL1229
 FL1229  STATE/COUNTY-  TX/ARMSTRONG
 FL1229  USGS QUAD   -  FAIRVIEW (1973)
 FL1229
 FL1229                         *CURRENT SURVEY CONTROL
 FL1229  ___________________________________________________________________
 FL1229* NAD 83(1986)-  35 06 12.     (N)    101 33 32.     (W)     SCALED    
 FL1229* NAVD 88     -      1065.61   (+/-2cm)    3496.1    (feet)  VERTCON   
 FL1229  ___________________________________________________________________
 FL1229  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL1229
 FL1229  VERT ORDER  -  ? (See Below)
 FL1229
 FL1229.The horizontal coordinates were scaled from a topographic map and have
 FL1229.an estimated accuracy of +/- 6 seconds.
 FL1229
 FL1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1229.The vertical order pertains to the NGVD 29 superseded value.
 FL1229
 FL1229.The geoid height was determined by GEOID03.
 FL1229
 FL1229;                    North         East    Units  Estimated Accuracy
 FL1229;SPC TX N     - 1,122,400.      194,630.      MT  (+/- 180 meters Scaled)
 FL1229
 FL1229                          SUPERSEDED SURVEY CONTROL
 FL1229
 FL1229  NGVD 29 (??/??/92) 1065.118  (m)         3494.47   (f) ADJ UNCH    ?  
 FL1229
 FL1229.Superseded values are not recommended for survey control.
 FL1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1229.See file dsdata.txt to determine how the superseded data were derived.
 FL1229
 FL1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD667874(NAD 83)
 FL1229_MARKER: DB = BENCH MARK DISK
 FL1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1229_STAMPING: P 259 1952
 FL1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1229+STABILITY: SURFACE MOTION
 FL1229
 FL1229  HISTORY     - Date     Condition        Report By
 FL1229  HISTORY     - 1952     MONUMENTED       CGS
 FL1229
 FL1229                          STATION DESCRIPTION
 FL1229
 FL1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1229'11.4 MI W FROM CLAUDE.
 FL1229'0.4 MILE SOUTH ALONG FARM ROAD 284 FROM THE COURTHOUSE AT CLAUDE,
 FL1229'THENCE 8.0 MILES WEST ALONG FARM ROAD 1151, THENCE 3.0 MILES WEST
 FL1229'ALONG A GRADED DIRT ROAD.  1.0 MILE WEST OF A STUCCO SCHOOL HOUSE, 0.5
 FL1229'MILE EAST OF A STUCCO FARMHOUSE, 50 FEET SOUTH OF THE CENTER LINE OF
 FL1229'THE ROAD, 31.4 FEET EAST OF A FENCE LEADING SOUTH, 43 FEET EAST OF THE
 FL1229'CENTER OF A WIRE GATE, 1 FOOT NORTH OF A FENCE, 2.7 FEET EAST OF A
 FL1229'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 FL1229'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0216 ***********************************************************************
 AB0216  DESIGNATION -  P 26 C CO
 AB0216  PID         -  AB0216
 AB0216  STATE/COUNTY-  TX/CAMERON
 AB0216  USGS QUAD   -  LOS FRESNOS (1983)
 AB0216
 AB0216                         *CURRENT SURVEY CONTROL
 AB0216  ___________________________________________________________________
 AB0216* NAD 83(1986)-  26 04 00.     (N)    097 22 51.     (W)     SCALED    
 AB0216* NAVD 88     -         3.553  (meters)      11.66   (feet)  ADJUSTED  
 AB0216  ___________________________________________________________________
 AB0216  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AB0216  DYNAMIC HT  -           3.548 (meters)      11.64  (feet)  COMP
 AB0216  MODELED GRAV-     979,052.1   (mgal)                       NAVD 88
 AB0216
 AB0216  VERT ORDER  -  FIRST     CLASS II
 AB0216
 AB0216.The horizontal coordinates were scaled from a topographic map and have
 AB0216.an estimated accuracy of +/- 6 seconds.
 AB0216
 AB0216.The orthometric height was determined by differential leveling
 AB0216.and adjusted by the National Geodetic Survey in June 1991..
 AB0216
 AB0216.The geoid height was determined by GEOID03.
 AB0216
 AB0216.The dynamic height is computed by dividing the NAVD 88
 AB0216.geopotential number by the normal gravity value computed on the
 AB0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0216.degrees latitude (g = 980.6199 gals.).
 AB0216
 AB0216.The modeled gravity was interpolated from observed gravity values.
 AB0216
 AB0216;                    North         East    Units  Estimated Accuracy
 AB0216;SPC TX S     - 5,044,820.      411,990.      MT  (+/- 180 meters Scaled)
 AB0216
 AB0216                          SUPERSEDED SURVEY CONTROL
 AB0216
 AB0216  NGVD 29 (??/??/92)    3.655  (m)           11.99   (f) ADJ UNCH    1 2
 AB0216
 AB0216.Superseded values are not recommended for survey control.
 AB0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0216.See file dsdata.txt to determine how the superseded data were derived.
 AB0216
 AB0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP619840(NAD 83)
 AB0216_MARKER: DD = SURVEY DISK
 AB0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0216_SP_SET: CULVERT
 AB0216_STAMPING: 11.76 P 26
 AB0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0216
 AB0216  HISTORY     - Date     Condition        Report By
 AB0216  HISTORY     - UNK      MONUMENTED
 AB0216  HISTORY     - 1951     GOOD             NGS
 AB0216  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0216  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0216  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0216
 AB0216                          STATION DESCRIPTION
 AB0216
 AB0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0216'6.0 MI E FROM LOS FRESNOS.
 AB0216'6.0 MILES EAST ALONG STATE HIGHWAY 100 FROM THE INTERSECTION OF
 AB0216'PAREDES LINE ROAD AT LOS FRESNOS, CAMERON COUNTY, 0.2 MILE NORTHEAST
 AB0216'OF THE JUNCTION OF THE BROWNSVILLE-PORT ISABEL ROAD, AT A LARGE
 AB0216'CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE NORTHWEST HEADWALL,
 AB0216'15 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.8 FEET
 AB0216'HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK.
 AB0216
 AB0216                          STATION RECOVERY (1963)
 AB0216
 AB0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0216'MARK NOT FOUND.
 AB0216
 AB0216                          STATION RECOVERY (1981)
 AB0216
 AB0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0216'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 AB0216
 AB0216                          STATION RECOVERY (1987)
 AB0216
 AB0216'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0445 ***********************************************************************
 GK0445  DESIGNATION -  P 260
 GK0445  PID         -  GK0445
 GK0445  STATE/COUNTY-  TX/SHERMAN
 GK0445  USGS QUAD   -  STEVENS SE (1974)
 GK0445
 GK0445                         *CURRENT SURVEY CONTROL
 GK0445  ___________________________________________________________________
 GK0445* NAD 83(1986)-  36 19 42.     (N)    101 51 46.     (W)     SCALED    
 GK0445* NAVD 88     -      1076.464  (meters)    3531.70   (feet)  ADJUSTED  
 GK0445  ___________________________________________________________________
 GK0445  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 GK0445  DYNAMIC HT  -        1075.283 (meters)    3527.82  (feet)  COMP
 GK0445  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 GK0445
 GK0445  VERT ORDER  -  SECOND    CLASS 0
 GK0445
 GK0445.The horizontal coordinates were scaled from a topographic map and have
 GK0445.an estimated accuracy of +/- 6 seconds.
 GK0445
 GK0445.The orthometric height was determined by differential leveling
 GK0445.and adjusted by the National Geodetic Survey in June 1991..
 GK0445
 GK0445.The geoid height was determined by GEOID03.
 GK0445
 GK0445.The dynamic height is computed by dividing the NAVD 88
 GK0445.geopotential number by the normal gravity value computed on the
 GK0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0445.degrees latitude (g = 980.6199 gals.).
 GK0445
 GK0445.The modeled gravity was interpolated from observed gravity values.
 GK0445
 GK0445;                    North         East    Units  Estimated Accuracy
 GK0445;SPC TX N     - 1,258,370.      167,430.      MT  (+/- 180 meters Scaled)
 GK0445
 GK0445                          SUPERSEDED SURVEY CONTROL
 GK0445
 GK0445  NGVD 29 (??/??/92) 1075.991  (m)         3530.15   (f) ADJ UNCH    2 0
 GK0445
 GK0445.Superseded values are not recommended for survey control.
 GK0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0445.See file dsdata.txt to determine how the superseded data were derived.
 GK0445
 GK0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF430241(NAD 83)
 GK0445_MARKER: DB = BENCH MARK DISK
 GK0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0445_STAMPING: P 260 1952
 GK0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0445+STABILITY: SURFACE MOTION
 GK0445
 GK0445  HISTORY     - Date     Condition        Report By
 GK0445  HISTORY     - 1952     MONUMENTED       CGS
 GK0445
 GK0445                          STATION DESCRIPTION
 GK0445
 GK0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0445'11.85 MI E FROM STRATFORD.
 GK0445'11.85 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0445'PACIFIC RAILROAD STATION AT STRATFORD, 0.15 MILE EAST OF A FENCE
 GK0445'LEADING SOUTH, 51 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 5.7
 GK0445'FEET WEST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE, 2 FEET EAST OF A
 GK0445'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GK0445'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1178 ***********************************************************************
 CS1178  DESIGNATION -  P 262
 CS1178  PID         -  CS1178
 CS1178  STATE/COUNTY-  TX/DALLAS
 CS1178  USGS QUAD   -  DALLAS (1981)
 CS1178
 CS1178                         *CURRENT SURVEY CONTROL
 CS1178  ___________________________________________________________________
 CS1178* NAD 83(1986)-  32 49 24.     (N)    096 50 00.     (W)     SCALED    
 CS1178* NAVD 88     -       143.855  (meters)     471.96   (feet)  ADJUSTED  
 CS1178  ___________________________________________________________________
 CS1178  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CS1178  DYNAMIC HT  -         143.691 (meters)     471.43  (feet)  COMP
 CS1178  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 CS1178
 CS1178  VERT ORDER  -  FIRST     CLASS II
 CS1178
 CS1178.The horizontal coordinates were scaled from a topographic map and have
 CS1178.an estimated accuracy of +/- 6 seconds.
 CS1178
 CS1178.The orthometric height was determined by differential leveling
 CS1178.and adjusted by the National Geodetic Survey in June 1991..
 CS1178
 CS1178.The geoid height was determined by GEOID03.
 CS1178
 CS1178.The dynamic height is computed by dividing the NAVD 88
 CS1178.geopotential number by the normal gravity value computed on the
 CS1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1178.degrees latitude (g = 980.6199 gals.).
 CS1178
 CS1178.The modeled gravity was interpolated from observed gravity values.
 CS1178
 CS1178;                    North         East    Units  Estimated Accuracy
 CS1178;SPC TXNC     - 2,129,500.      756,040.      MT  (+/- 180 meters Scaled)
 CS1178
 CS1178                          SUPERSEDED SURVEY CONTROL
 CS1178
 CS1178  NGVD 29 (??/??/92)  143.871  (m)          472.02   (f) ADJ UNCH    1 2
 CS1178
 CS1178.Superseded values are not recommended for survey control.
 CS1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1178.See file dsdata.txt to determine how the superseded data were derived.
 CS1178
 CS1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB028337(NAD 83)
 CS1178_MARKER: DB = BENCH MARK DISK
 CS1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1178_STAMPING: P 262 1934
 CS1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1178+STABILITY: SURFACE MOTION
 CS1178
 CS1178  HISTORY     - Date     Condition        Report By
 CS1178  HISTORY     - 1934     MONUMENTED       CGS
 CS1178  HISTORY     - 1947     GOOD             NGS
 CS1178  HISTORY     - 1965     GOOD             NGS
 CS1178  HISTORY     - 20000212 GOOD             USPSQD
 CS1178
 CS1178                          STATION DESCRIPTION
 CS1178
 CS1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1178'IN DALLAS.
 CS1178'AT DALLAS, ON THE MISSOURI, KANSAS, TEXAS RAILROAD, AT THE INWOOD ROAD
 CS1178'CROSSING, ABOUT 300 YARDS SOUTHEAST OF MILEPOST 755, 91.3 FEET
 CS1178'SOUTHEAST OF THE CENTER LINE OF INWOOD ROAD, 58.0 FEET EAST OF A STEEL
 CS1178'FENCE CORNER, 19.6 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER
 CS1178'LINE OF THE TRACK, 3.0 FEET NORTHEAST OF A FENCE AND 1.0 FOOT NORTH OF
 CS1178'A 4 X 4 IN. MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS1178'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 CS1178
 CS1178                          STATION RECOVERY (1965)
 CS1178
 CS1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CS1178'RECOVERED IN GOOD CONDITION.
 CS1178
 CS1178                          STATION RECOVERY (2000)
 CS1178
 CS1178'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0301 ***********************************************************************
 DN0301  DESIGNATION -  P 263
 DN0301  PID         -  DN0301
 DN0301  STATE/COUNTY-  TX/GRAYSON
 DN0301  USGS QUAD   -  MARILEE (1961)
 DN0301
 DN0301                         *CURRENT SURVEY CONTROL
 DN0301  ___________________________________________________________________
 DN0301* NAD 83(1986)-  33 26 22.     (N)    096 45 06.     (W)     SCALED    
 DN0301* NAVD 88     -       213.805  (meters)     701.46   (feet)  ADJUSTED  
 DN0301  ___________________________________________________________________
 DN0301  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 DN0301  DYNAMIC HT  -         213.581 (meters)     700.72  (feet)  COMP
 DN0301  MODELED GRAV-     979,585.3   (mgal)                       NAVD 88
 DN0301
 DN0301  VERT ORDER  -  SECOND    CLASS 0
 DN0301
 DN0301.The horizontal coordinates were scaled from a topographic map and have
 DN0301.an estimated accuracy of +/- 6 seconds.
 DN0301
 DN0301.The orthometric height was determined by differential leveling
 DN0301.and adjusted by the National Geodetic Survey in June 1991..
 DN0301
 DN0301.The geoid height was determined by GEOID03.
 DN0301
 DN0301.The dynamic height is computed by dividing the NAVD 88
 DN0301.geopotential number by the normal gravity value computed on the
 DN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0301.degrees latitude (g = 980.6199 gals.).
 DN0301
 DN0301.The modeled gravity was interpolated from observed gravity values.
 DN0301
 DN0301;                    North         East    Units  Estimated Accuracy
 DN0301;SPC TXNC     - 2,197,940.      762,550.      MT  (+/- 180 meters Scaled)
 DN0301
 DN0301                          SUPERSEDED SURVEY CONTROL
 DN0301
 DN0301  NGVD 29 (??/??/92)  213.81   (m)          701.5    (f) COMPUTED    2 0
 DN0301
 DN0301.Superseded values are not recommended for survey control.
 DN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0301.See file dsdata.txt to determine how the superseded data were derived.
 DN0301
 DN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC090022(NAD 83)
 DN0301_MARKER: DB = BENCH MARK DISK
 DN0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0301_STAMPING: P 263 1934
 DN0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0301+STABILITY: SURFACE MOTION
 DN0301
 DN0301  HISTORY     - Date     Condition        Report By
 DN0301  HISTORY     - 1934     MONUMENTED       CGS
 DN0301  HISTORY     - 1952     MARK NOT FOUND   NGS
 DN0301  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0301
 DN0301                          STATION DESCRIPTION
 DN0301
 DN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0301'0.6 MI S FROM GUNTER.
 DN0301'0.6 MILES S OF STATION AND ALONG THE ST. L. AND S. F. R. R. 17 YARDS W
 DN0301'OF THE CENTER OF THE TRACK.  24 YARDS E OF ROAD.  AT MILE POST 664.
 DN0301
 DN0301                          STATION RECOVERY (1952)
 DN0301
 DN0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DN0301'MARK NOT FOUND.
 DN0301
 DN0301                          STATION RECOVERY (1999)
 DN0301
 DN0301'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1153 ***********************************************************************
 CS1153  DESIGNATION -  P 265
 CS1153  PID         -  CS1153
 CS1153  STATE/COUNTY-  TX/DALLAS
 CS1153  USGS QUAD   -  LANCASTER (1981)
 CS1153
 CS1153                         *CURRENT SURVEY CONTROL
 CS1153  ___________________________________________________________________
 CS1153* NAD 83(1986)-  32 35 43.     (N)    096 45 07.     (W)     SCALED    
 CS1153* NAVD 88     -       157.341  (meters)     516.21   (feet)  ADJUSTED  
 CS1153  ___________________________________________________________________
 CS1153  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CS1153  DYNAMIC HT  -         157.160 (meters)     515.62  (feet)  COMP
 CS1153  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 CS1153
 CS1153  VERT ORDER  -  SECOND    CLASS 0
 CS1153
 CS1153.The horizontal coordinates were scaled from a topographic map and have
 CS1153.an estimated accuracy of +/- 6 seconds.
 CS1153
 CS1153.The orthometric height was determined by differential leveling
 CS1153.and adjusted by the National Geodetic Survey in June 1991..
 CS1153
 CS1153.The geoid height was determined by GEOID03.
 CS1153
 CS1153.The dynamic height is computed by dividing the NAVD 88
 CS1153.geopotential number by the normal gravity value computed on the
 CS1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1153.degrees latitude (g = 980.6199 gals.).
 CS1153
 CS1153.The modeled gravity was interpolated from observed gravity values.
 CS1153
 CS1153;                    North         East    Units  Estimated Accuracy
 CS1153;SPC TXNC     - 2,104,340.      764,080.      MT  (+/- 180 meters Scaled)
 CS1153
 CS1153                          SUPERSEDED SURVEY CONTROL
 CS1153
 CS1153  NGVD 29 (??/??/92)  157.346  (m)          516.23   (f) ADJ UNCH    2 0
 CS1153
 CS1153.Superseded values are not recommended for survey control.
 CS1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1153.See file dsdata.txt to determine how the superseded data were derived.
 CS1153
 CS1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB109086(NAD 83)
 CS1153_MARKER: DB = BENCH MARK DISK
 CS1153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1153_SP_SET: FOOTING
 CS1153_STAMPING: P 265 1934
 CS1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1153
 CS1153  HISTORY     - Date     Condition        Report By
 CS1153  HISTORY     - 1934     MONUMENTED       CGS
 CS1153  HISTORY     - 1958     GOOD             NGS
 CS1153  HISTORY     - 20030512 POOR             TX1730
 CS1153
 CS1153                          STATION DESCRIPTION
 CS1153
 CS1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1153'IN LANCASTER.
 CS1153'THIS MARK IS IN THE NORTH PART OF LANCASTER, IN THE NORTHWEST PIER OF
 CS1153'THE OLD ABANDONED WATER TOWER AT THE LANCASTER CITY WATER PLANT.  IT
 CS1153'IS 22 YARDS EAST OF THE M K T R.R. AND 12 YARDS NORTH OF THE NORTHWEST
 CS1153'PIER OF THE PRESENT WATER TOWER, WHICH IS NORTH OF THE 3RD STREET
 CS1153'RAILROAD CROSSING AND EAST OF THE TRACKS.  A STANDARD DISK STAMPED P
 CS1153'265 1934 IN A 30 INCH SQUARE PIER FLUSH WITH THE SURFACE OF THE
 CS1153'GROUND.
 CS1153
 CS1153                          STATION RECOVERY (2003)
 CS1153
 CS1153'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS1153'LOCATION CURRENTLY USED AS A DUMPING GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0334 ***********************************************************************
 CS0334  DESIGNATION -  P 267
 CS0334  PID         -  CS0334
 CS0334  STATE/COUNTY-  TX/HENDERSON
 CS0334  USGS QUAD   -  MABANK (1981)
 CS0334
 CS0334                         *CURRENT SURVEY CONTROL
 CS0334  ___________________________________________________________________
 CS0334* NAD 83(1986)-  32 20 05.     (N)    096 03 43.     (W)     SCALED    
 CS0334* NAVD 88     -       110.109  (meters)     361.25   (feet)  ADJUSTED  
 CS0334  ___________________________________________________________________
 CS0334  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0334  DYNAMIC HT  -         109.983 (meters)     360.84  (feet)  COMP
 CS0334  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CS0334
 CS0334  VERT ORDER  -  SECOND    CLASS 0
 CS0334
 CS0334.The horizontal coordinates were scaled from a topographic map and have
 CS0334.an estimated accuracy of +/- 6 seconds.
 CS0334
 CS0334.The orthometric height was determined by differential leveling
 CS0334.and adjusted by the National Geodetic Survey in June 1991..
 CS0334
 CS0334.The geoid height was determined by GEOID03.
 CS0334
 CS0334.The dynamic height is computed by dividing the NAVD 88
 CS0334.geopotential number by the normal gravity value computed on the
 CS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0334.degrees latitude (g = 980.6199 gals.).
 CS0334
 CS0334.The modeled gravity was interpolated from observed gravity values.
 CS0334
 CS0334;                    North         East    Units  Estimated Accuracy
 CS0334;SPC TXNC     - 2,076,750.      829,510.      MT  (+/- 180 meters Scaled)
 CS0334
 CS0334                          SUPERSEDED SURVEY CONTROL
 CS0334
 CS0334  NGVD 29 (??/??/92)  110.118  (m)          361.28   (f) ADJ UNCH    2 0
 CS0334
 CS0334.Superseded values are not recommended for survey control.
 CS0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0334.See file dsdata.txt to determine how the superseded data were derived.
 CS0334
 CS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA765813(NAD 83)
 CS0334_MARKER: DB = BENCH MARK DISK
 CS0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0334_STAMPING: P 267 1934
 CS0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0334+STABILITY: SURFACE MOTION
 CS0334
 CS0334  HISTORY     - Date     Condition        Report By
 CS0334  HISTORY     - 1934     MONUMENTED       CGS
 CS0334  HISTORY     - 1947     GOOD             NGS
 CS0334
 CS0334                          STATION DESCRIPTION
 CS0334
 CS0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0334'3.1 MI SE FROM MABANK.
 CS0334'3.1 MILES SOUTHEAST ALONG THE TRACK FROM THE TEXAS AND NEW ORLEANS
 CS0334'RAILROAD STATION AT MABANK, AT A PRIVATE ROAD CROSSING, 57.0 FEET
 CS0334'SOUTHWEST OF THE INTERSECTION OF THE CENTER-LINES OF THE TRACK AND THE
 CS0334'DIRT ROAD AT THE CENTER OF THE ROAD CROSSING, 48.5 FEET NORTH OF THE
 CS0334'NORTH END OF A CONCRETE WELL CURB AND CONCRETE PUMP HOUSE, 49.0 FEET
 CS0334'NORTHWEST OF MILE POST NO. 259, 15.5 FEET SOUTHEAST OF THE CENTER OF A
 CS0334'PRIVATE ROAD, 3.0 FEET SOUTHEAST OF A REFERENCE POST, 2.5 FEET
 CS0334'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST
 CS0334'ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0470 ***********************************************************************
 CR0470  DESIGNATION -  P 268
 CR0470  PID         -  CR0470
 CR0470  STATE/COUNTY-  TX/HENDERSON
 CR0470  USGS QUAD   -  CHANDLER (1973)
 CR0470
 CR0470                         *CURRENT SURVEY CONTROL
 CR0470  ___________________________________________________________________
 CR0470* NAD 83(1986)-  32 18 18.     (N)    095 29 27.     (W)     SCALED    
 CR0470* NAVD 88     -       121.180  (meters)     397.57   (feet)  ADJUSTED  
 CR0470  ___________________________________________________________________
 CR0470  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CR0470  DYNAMIC HT  -         121.039 (meters)     397.11  (feet)  COMP
 CR0470  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 CR0470
 CR0470  VERT ORDER  -  SECOND    CLASS 0
 CR0470
 CR0470.The horizontal coordinates were scaled from a topographic map and have
 CR0470.an estimated accuracy of +/- 6 seconds.
 CR0470
 CR0470.The orthometric height was determined by differential leveling
 CR0470.and adjusted by the National Geodetic Survey in June 1991..
 CR0470
 CR0470.The geoid height was determined by GEOID03.
 CR0470
 CR0470.The dynamic height is computed by dividing the NAVD 88
 CR0470.geopotential number by the normal gravity value computed on the
 CR0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0470.degrees latitude (g = 980.6199 gals.).
 CR0470
 CR0470.The modeled gravity was interpolated from observed gravity values.
 CR0470
 CR0470;                    North         East    Units  Estimated Accuracy
 CR0470;SPC TXNC     - 2,074,840.      883,350.      MT  (+/- 180 meters Scaled)
 CR0470
 CR0470                          SUPERSEDED SURVEY CONTROL
 CR0470
 CR0470  NGVD 29 (??/??/92)  121.207  (m)          397.66   (f) ADJ UNCH    2 0
 CR0470
 CR0470.Superseded values are not recommended for survey control.
 CR0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0470.See file dsdata.txt to determine how the superseded data were derived.
 CR0470
 CR0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR654769(NAD 83)
 CR0470_MARKER: DB = BENCH MARK DISK
 CR0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0470_SP_SET: PILLAR
 CR0470_STAMPING: P 268 1934
 CR0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0470+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 CR0470
 CR0470  HISTORY     - Date     Condition        Report By
 CR0470  HISTORY     - 1934     MONUMENTED       CGS
 CR0470  HISTORY     - 1948     GOOD             NGS
 CR0470  HISTORY     - 20040609 GOOD             USPSQD
 CR0470
 CR0470                          STATION DESCRIPTION
 CR0470
 CR0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0470'0.7 MI W FROM CHANDLER.
 CR0470'0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY OF TEXAS FROM
 CR0470'THE STATION AT CHANDLER, AT THE OVERPASS OF STATE HIGHWAY 31, 6.5 FEET
 CR0470'NORTH OF AND 1.5 FEET HIGHER THAN THE NORTH RAIL OF THE TRACK, SET
 CR0470'VERTICALLY IN THE CENTER OF THE SOUTH FACE OF THE CENTER PILLAR OF THE
 CR0470'NORTHEAST PIER OF THE OVERPASS.
 CR0470
 CR0470                          STATION RECOVERY (2004)
 CR0470
 CR0470'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0641 ***********************************************************************
 CS0641  DESIGNATION -  P 269
 CS0641  PID         -  CS0641
 CS0641  STATE/COUNTY-  TX/NAVARRO
 CS0641  USGS QUAD   -  CORSICANA (1978)
 CS0641
 CS0641                         *CURRENT SURVEY CONTROL
 CS0641  ___________________________________________________________________
 CS0641* NAD 83(1986)-  32 03 31.     (N)    096 25 01.     (W)     SCALED    
 CS0641* NAVD 88     -       114.091  (meters)     374.31   (feet)  ADJUSTED  
 CS0641  ___________________________________________________________________
 CS0641  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0641  DYNAMIC HT  -         113.957 (meters)     373.87  (feet)  COMP
 CS0641  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 CS0641
 CS0641  VERT ORDER  -  SECOND    CLASS 0
 CS0641
 CS0641.The horizontal coordinates were scaled from a topographic map and have
 CS0641.an estimated accuracy of +/- 6 seconds.
 CS0641
 CS0641.The orthometric height was determined by differential leveling
 CS0641.and adjusted by the National Geodetic Survey in June 1991..
 CS0641
 CS0641.The geoid height was determined by GEOID03.
 CS0641
 CS0641.The dynamic height is computed by dividing the NAVD 88
 CS0641.geopotential number by the normal gravity value computed on the
 CS0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0641.degrees latitude (g = 980.6199 gals.).
 CS0641
 CS0641.The modeled gravity was interpolated from observed gravity values.
 CS0641
 CS0641;                    North         East    Units  Estimated Accuracy
 CS0641;SPC TXNC     - 2,045,420.      796,700.      MT  (+/- 180 meters Scaled)
 CS0641
 CS0641                          SUPERSEDED SURVEY CONTROL
 CS0641
 CS0641  NGVD 29 (??/??/92)  114.086  (m)          374.30   (f) ADJ UNCH    2 0
 CS0641
 CS0641.Superseded values are not recommended for survey control.
 CS0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0641.See file dsdata.txt to determine how the superseded data were derived.
 CS0641
 CS0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA438498(NAD 83)
 CS0641_MARKER: DB = BENCH MARK DISK
 CS0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0641_STAMPING: P 269 1934
 CS0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0641+STABILITY: SURFACE MOTION
 CS0641
 CS0641  HISTORY     - Date     Condition        Report By
 CS0641  HISTORY     - 1934     MONUMENTED       CGS
 CS0641  HISTORY     - 1942     GOOD             NGS
 CS0641  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0641
 CS0641                          STATION DESCRIPTION
 CS0641
 CS0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 CS0641'3.7 MI SE FROM CORSICANA.
 CS0641'3.7 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 CS0641'CORSICANA, 0.2 MILE WEST OF MILEPOST 236, ABOUT 500 FEET EAST OF A
 CS0641'LAKE, 30 FEET EAST OF A ROAD CROSSING, 18 YARDS SOUTH OF THE TRACK,
 CS0641'AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED P 269 1934 AND SET IN
 CS0641'THE TOP OF A CONCRETE POST.
 CS0641
 CS0641                          STATION RECOVERY (1965)
 CS0641
 CS0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0077 ***********************************************************************
 BP0077  DESIGNATION -  P 27
 BP0077  PID         -  BP0077
 BP0077  STATE/COUNTY-  TX/TERRELL
 BP0077  USGS QUAD   -  DRYDEN (1968)
 BP0077
 BP0077                         *CURRENT SURVEY CONTROL
 BP0077  ___________________________________________________________________
 BP0077* NAD 83(1986)-  30 02 44.     (N)    102 06 05.     (W)     SCALED    
 BP0077* NAVD 88     -       638.365  (meters)    2094.37   (feet)  POSTED    
 BP0077  ___________________________________________________________________
 BP0077  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BP0077  DYNAMIC HT  -         637.400 (meters)    2091.20  (feet)  COMP
 BP0077  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 BP0077
 BP0077  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0077
 BP0077.The horizontal coordinates were scaled from a topographic map and have
 BP0077.an estimated accuracy of +/- 6 seconds.
 BP0077
 BP0077.The orthometric height was determined by differential leveling
 BP0077.and adjusted by the National Geodetic Survey in 1992..
 BP0077.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0077.rate of 0.0 thru 1.0 mm/km.
 BP0077
 BP0077.The geoid height was determined by GEOID03.
 BP0077
 BP0077.The dynamic height is computed by dividing the NAVD 88
 BP0077.geopotential number by the normal gravity value computed on the
 BP0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0077.degrees latitude (g = 980.6199 gals.).
 BP0077
 BP0077.The modeled gravity was interpolated from observed gravity values.
 BP0077
 BP0077;                    North         East    Units  Estimated Accuracy
 BP0077;SPC TXSC     - 4,249,140.      300,950.      MT  (+/- 180 meters Scaled)
 BP0077
 BP0077                          SUPERSEDED SURVEY CONTROL
 BP0077
 BP0077.No superseded survey control is available for this station.
 BP0077
 BP0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP794273(NAD 83)
 BP0077_MARKER: DB = BENCH MARK DISK
 BP0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0077_SP_SET: ABUTMENT
 BP0077_STAMPING: P 27 1917
 BP0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0077
 BP0077  HISTORY     - Date     Condition        Report By
 BP0077  HISTORY     - 1917     MONUMENTED       CGS
 BP0077  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0077  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BP0077  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 BP0077
 BP0077                          STATION DESCRIPTION
 BP0077
 BP0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0077'0.8 MI E FROM DRYDEN.
 BP0077'ABOUT 0.8 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0077'STATION AT DRYDEN, TERRELL COUNTY, AT A BRIDGE, AND ON THE SOUTH END
 BP0077'OF THE EAST ABUTMENT.  A STANDARD DISK, STAMPED P 27 1917.
 BP0077
 BP0077                          STATION RECOVERY (1987)
 BP0077
 BP0077'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 BP0077'MARK NOT FOUND.
 BP0077
 BP0077                          STATION RECOVERY (1992)
 BP0077
 BP0077'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEF)
 BP0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0217 ***********************************************************************
 AB0217  DESIGNATION -  P 27 C CO
 AB0217  PID         -  AB0217
 AB0217  STATE/COUNTY-  TX/CAMERON
 AB0217  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0217
 AB0217                         *CURRENT SURVEY CONTROL
 AB0217  ___________________________________________________________________
 AB0217* NAD 83(1986)-  26 04 31.     (N)    097 22 20.     (W)     SCALED    
 AB0217* NAVD 88     -         4.053  (meters)      13.30   (feet)  ADJUSTED  
 AB0217  ___________________________________________________________________
 AB0217  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AB0217  DYNAMIC HT  -           4.047 (meters)      13.28  (feet)  COMP
 AB0217  MODELED GRAV-     979,053.5   (mgal)                       NAVD 88
 AB0217
 AB0217  VERT ORDER  -  FIRST     CLASS II
 AB0217
 AB0217.The horizontal coordinates were scaled from a topographic map and have
 AB0217.an estimated accuracy of +/- 6 seconds.
 AB0217
 AB0217.The orthometric height was determined by differential leveling
 AB0217.and adjusted by the National Geodetic Survey in June 1991..
 AB0217
 AB0217.The geoid height was determined by GEOID03.
 AB0217
 AB0217.The dynamic height is computed by dividing the NAVD 88
 AB0217.geopotential number by the normal gravity value computed on the
 AB0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0217.degrees latitude (g = 980.6199 gals.).
 AB0217
 AB0217.The modeled gravity was interpolated from observed gravity values.
 AB0217
 AB0217;                    North         East    Units  Estimated Accuracy
 AB0217;SPC TX S     - 5,045,780.      412,840.      MT  (+/- 180 meters Scaled)
 AB0217
 AB0217                          SUPERSEDED SURVEY CONTROL
 AB0217
 AB0217  NGVD 29 (??/??/92)    4.155  (m)           13.63   (f) ADJ UNCH    1 2
 AB0217
 AB0217.Superseded values are not recommended for survey control.
 AB0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0217.See file dsdata.txt to determine how the superseded data were derived.
 AB0217
 AB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP628850(NAD 83)
 AB0217_MARKER: DD = SURVEY DISK
 AB0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0217_SP_SET: CULVERT
 AB0217_STAMPING: 13.40 P 27
 AB0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0217
 AB0217  HISTORY     - Date     Condition        Report By
 AB0217  HISTORY     - UNK      MONUMENTED
 AB0217  HISTORY     - 1951     GOOD             NGS
 AB0217  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0217  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0217  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0217
 AB0217                          STATION DESCRIPTION
 AB0217
 AB0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0217'6.8 MI E FROM LOS FRESNOS.
 AB0217'6.8 MILES EAST ALONG STATE HIGHWAY 100 FROM THE INTERSECTION OF
 AB0217'PAREDES LINE ROAD AT LOS FRESNOS, CAMERON COUNTY, NEAR A CURVE, AT A
 AB0217'CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE NORTHWEST HEADWALL,
 AB0217'15 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 AB0217'HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK.
 AB0217
 AB0217                          STATION RECOVERY (1963)
 AB0217
 AB0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0217'MARK NOT FOUND.
 AB0217
 AB0217                          STATION RECOVERY (1981)
 AB0217
 AB0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0217'SEARCHED FOR NOT RECOVERED, ROAD HAS BEEN WIDEN.
 AB0217
 AB0217                          STATION RECOVERY (1987)
 AB0217
 AB0217'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0075 ***********************************************************************
 CT0075  DESIGNATION -  P 272
 CT0075  PID         -  CT0075
 CT0075  STATE/COUNTY-  TX/PALO PINTO
 CT0075  USGS QUAD   -  MINERAL WELLS WEST (1984)
 CT0075
 CT0075                         *CURRENT SURVEY CONTROL
 CT0075  ___________________________________________________________________
 CT0075* NAD 83(1986)-  32 47 15.     (N)    098 12 52.     (W)     SCALED    
 CT0075* NAVD 88     -       285.151  (meters)     935.53   (feet)  ADJUSTED  
 CT0075  ___________________________________________________________________
 CT0075  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CT0075  DYNAMIC HT  -         284.800 (meters)     934.38  (feet)  COMP
 CT0075  MODELED GRAV-     979,401.9   (mgal)                       NAVD 88
 CT0075
 CT0075  VERT ORDER  -  SECOND    CLASS 0
 CT0075
 CT0075.The horizontal coordinates were scaled from a topographic map and have
 CT0075.an estimated accuracy of +/- 6 seconds.
 CT0075
 CT0075.The orthometric height was determined by differential leveling
 CT0075.and adjusted by the National Geodetic Survey in June 1991..
 CT0075
 CT0075.The geoid height was determined by GEOID03.
 CT0075
 CT0075.The dynamic height is computed by dividing the NAVD 88
 CT0075.geopotential number by the normal gravity value computed on the
 CT0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0075.degrees latitude (g = 980.6199 gals.).
 CT0075
 CT0075.The modeled gravity was interpolated from observed gravity values.
 CT0075
 CT0075;                    North         East    Units  Estimated Accuracy
 CT0075;SPC TXNC     - 2,124,330.      626,750.      MT  (+/- 180 meters Scaled)
 CT0075
 CT0075                          SUPERSEDED SURVEY CONTROL
 CT0075
 CT0075  NGVD 29 (??/??/92)  285.078  (m)          935.29   (f) ADJ UNCH    2 0
 CT0075
 CT0075.Superseded values are not recommended for survey control.
 CT0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0075.See file dsdata.txt to determine how the superseded data were derived.
 CT0075
 CT0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB735280(NAD 83)
 CT0075_MARKER: DB = BENCH MARK DISK
 CT0075_SETTING: 66 = SET IN ROCK OUTCROP
 CT0075_SP_SET: ROCK OUTCROP
 CT0075_STAMPING: P 272 1934
 CT0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0075+STABILITY: POSITION/ELEVATION WELL
 CT0075
 CT0075  HISTORY     - Date     Condition        Report By
 CT0075  HISTORY     - 1934     MONUMENTED       CGS
 CT0075  HISTORY     - 1958     MARK NOT FOUND   USGS
 CT0075  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0075
 CT0075                          STATION DESCRIPTION
 CT0075
 CT0075'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0075'5.9 MI NE FROM PALO PINTO.
 CT0075'5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 180 FROM PALO PINTO, 54 FEET
 CT0075'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTHWEST OF THE
 CT0075'RIGHT-OF-WAY FENCE, IN THE TOP OF A ROCK OUTCROP, AND MARKED WITH A
 CT0075'PYRAMID OF ROCKS.  NOTE-- PROBABLY DESTROYED DUE TO CONSTRUCTION OF
 CT0075'THE NEW HIGHWAY.
 CT0075
 CT0075                          STATION RECOVERY (2004)
 CT0075
 CT0075'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0270 ***********************************************************************
 CT0270  DESIGNATION -  P 273
 CT0270  PID         -  CT0270
 CT0270  STATE/COUNTY-  TX/STEPHENS
 CT0270  USGS QUAD   -  NECESSITY (1967)
 CT0270
 CT0270                         *CURRENT SURVEY CONTROL
 CT0270  ___________________________________________________________________
 CT0270* NAD 83(1986)-  32 38 24.     (N)    098 46 25.     (W)     SCALED    
 CT0270* NAVD 88     -       436.284  (meters)    1431.38   (feet)  ADJUSTED  
 CT0270  ___________________________________________________________________
 CT0270  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CT0270  DYNAMIC HT  -         435.729 (meters)    1429.55  (feet)  COMP
 CT0270  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 CT0270
 CT0270  VERT ORDER  -  SECOND    CLASS 0
 CT0270
 CT0270.The horizontal coordinates were scaled from a topographic map and have
 CT0270.an estimated accuracy of +/- 6 seconds.
 CT0270
 CT0270.The orthometric height was determined by differential leveling
 CT0270.and adjusted by the National Geodetic Survey in June 1991..
 CT0270
 CT0270.The geoid height was determined by GEOID03.
 CT0270
 CT0270.The dynamic height is computed by dividing the NAVD 88
 CT0270.geopotential number by the normal gravity value computed on the
 CT0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0270.degrees latitude (g = 980.6199 gals.).
 CT0270
 CT0270.The modeled gravity was interpolated from observed gravity values.
 CT0270
 CT0270;                    North         East    Units  Estimated Accuracy
 CT0270;SPC TXNC     - 2,107,970.      574,330.      MT  (+/- 180 meters Scaled)
 CT0270
 CT0270                          SUPERSEDED SURVEY CONTROL
 CT0270
 CT0270  NGVD 29 (??/??/92)  436.148  (m)         1430.93   (f) ADJ UNCH    2 0
 CT0270
 CT0270.Superseded values are not recommended for survey control.
 CT0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0270.See file dsdata.txt to determine how the superseded data were derived.
 CT0270
 CT0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB212114(NAD 83)
 CT0270_MARKER: DB = BENCH MARK DISK
 CT0270_SETTING: 66 = SET IN ROCK OUTCROP
 CT0270_SP_SET: ROCK OUTCROP
 CT0270_STAMPING: P 273 1934
 CT0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0270+STABILITY: POSITION/ELEVATION WELL
 CT0270
 CT0270  HISTORY     - Date     Condition        Report By
 CT0270  HISTORY     - 1934     MONUMENTED       CGS
 CT0270  HISTORY     - 1957     GOOD             NGS
 CT0270  HISTORY     - 1967     MARK NOT FOUND   USGS
 CT0270
 CT0270                          STATION DESCRIPTION
 CT0270
 CT0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0270'3.7 MI NW FROM FRANKELL.
 CT0270'3.7 MILES NORTHWEST 0.15 MILES W OF MILE POST 116.  50 YARDS S OF THE
 CT0270'CENTER OF THE TRACK.  7 FEET W OF A MESQUITE TREE.  DISK SET
 CT0270'HORIZONTALLY IN AN OUTCROP OF ROCK AND MARKED WITH A PYRAMID OF ROCKS.
 CT0270'NOTE-- 0.15 MILE WEST OF A POINT WHERE HIGHWAY 577 CROSSES THE OLD
 CT0270'RAILROAD GRADE AND ABOUT 15 FEET EAST OF THE EAST BASE OF A LARGE
 CT0270'EARTH DAM.
 CT0270
 CT0270                          STATION RECOVERY (1967)
 CT0270
 CT0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CT0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0237 ***********************************************************************
 CR0237  DESIGNATION -  P 275
 CR0237  PID         -  CR0237
 CR0237  STATE/COUNTY-  TX/CAMP
 CR0237  USGS QUAD   -  PITTSBURG (1960)
 CR0237
 CR0237                         *CURRENT SURVEY CONTROL
 CR0237  ___________________________________________________________________
 CR0237* NAD 83(1986)-  32 57 45.     (N)    094 57 54.     (W)     SCALED    
 CR0237* NAVD 88     -       113.551  (meters)     372.54   (feet)  ADJUSTED  
 CR0237  ___________________________________________________________________
 CR0237  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CR0237  DYNAMIC HT  -         113.425 (meters)     372.13  (feet)  COMP
 CR0237  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CR0237
 CR0237  VERT ORDER  -  SECOND    CLASS 0
 CR0237
 CR0237.The horizontal coordinates were scaled from a topographic map and have
 CR0237.an estimated accuracy of +/- 6 seconds.
 CR0237
 CR0237.The orthometric height was determined by differential leveling
 CR0237.and adjusted by the National Geodetic Survey in June 1991..
 CR0237
 CR0237.The geoid height was determined by GEOID03.
 CR0237
 CR0237.The dynamic height is computed by dividing the NAVD 88
 CR0237.geopotential number by the normal gravity value computed on the
 CR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0237.degrees latitude (g = 980.6199 gals.).
 CR0237
 CR0237.The modeled gravity was interpolated from observed gravity values.
 CR0237
 CR0237;                    North         East    Units  Estimated Accuracy
 CR0237;SPC TXNC     - 2,149,250.      930,390.      MT  (+/- 180 meters Scaled)
 CR0237
 CR0237                          SUPERSEDED SURVEY CONTROL
 CR0237
 CR0237  NGVD 29 (??/??/92)  113.568  (m)          372.60   (f) ADJ UNCH    2 0
 CR0237
 CR0237.Superseded values are not recommended for survey control.
 CR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0237.See file dsdata.txt to determine how the superseded data were derived.
 CR0237
 CR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS163488(NAD 83)
 CR0237_MARKER: DB = BENCH MARK DISK
 CR0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0237_SP_SET: CULVERT
 CR0237_STAMPING: P 275 1934
 CR0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0237
 CR0237  HISTORY     - Date     Condition        Report By
 CR0237  HISTORY     - 1934     MONUMENTED       CGS
 CR0237  HISTORY     - 1954     MARK NOT FOUND   NGS
 CR0237
 CR0237                          STATION DESCRIPTION
 CR0237
 CR0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0237'2.1 MI SE FROM PITTSBURG.
 CR0237'2.1 MI SE OF AND ALONG THE ST. L AND SW R R APPROXIMATELY 200 YARDS SE
 CR0237'OF MILE POST 493/15.  25 FEET NE OF CENTEROF TRACK.  DISK SET
 CR0237'HORIZONTALLY ON SE END OF HEADWALL OF A CONC. CULVERT.
 CR0237
 CR0237                          STATION RECOVERY (1954)
 CR0237
 CR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CR0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0247 ***********************************************************************
 CR0247  DESIGNATION -  P 276
 CR0247  PID         -  CR0247
 CR0247  STATE/COUNTY-  TX/UPSHUR
 CR0247  USGS QUAD   -  BETTIE (1960)
 CR0247
 CR0247                         *CURRENT SURVEY CONTROL
 CR0247  ___________________________________________________________________
 CR0247* NAD 83(1986)-  32 50 56.     (N)    094 58 17.     (W)     SCALED    
 CR0247* NAVD 88     -        92.359  (meters)     303.01   (feet)  ADJUSTED  
 CR0247  ___________________________________________________________________
 CR0247  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CR0247  DYNAMIC HT  -          92.255 (meters)     302.67  (feet)  COMP
 CR0247  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CR0247
 CR0247  VERT ORDER  -  SECOND    CLASS 0
 CR0247
 CR0247.The horizontal coordinates were scaled from a topographic map and have
 CR0247.an estimated accuracy of +/- 6 seconds.
 CR0247
 CR0247.The orthometric height was determined by differential leveling
 CR0247.and adjusted by the National Geodetic Survey in June 1991..
 CR0247
 CR0247.The geoid height was determined by GEOID03.
 CR0247
 CR0247.The dynamic height is computed by dividing the NAVD 88
 CR0247.geopotential number by the normal gravity value computed on the
 CR0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0247.degrees latitude (g = 980.6199 gals.).
 CR0247
 CR0247.The modeled gravity was interpolated from observed gravity values.
 CR0247
 CR0247;                    North         East    Units  Estimated Accuracy
 CR0247;SPC TXNC     - 2,136,640.      930,220.      MT  (+/- 180 meters Scaled)
 CR0247
 CR0247                          SUPERSEDED SURVEY CONTROL
 CR0247
 CR0247  NGVD 29 (??/??/92)   92.379  (m)          303.08   (f) ADJ UNCH    2 0
 CR0247
 CR0247.Superseded values are not recommended for survey control.
 CR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0247.See file dsdata.txt to determine how the superseded data were derived.
 CR0247
 CR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS155362(NAD 83)
 CR0247_MARKER: DB = BENCH MARK DISK
 CR0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0247_SP_SET: CULVERT
 CR0247_STAMPING: P 276 1934
 CR0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0247
 CR0247  HISTORY     - Date     Condition        Report By
 CR0247  HISTORY     - 1934     MONUMENTED       CGS
 CR0247  HISTORY     - 1954     GOOD             NGS
 CR0247
 CR0247                          STATION DESCRIPTION
 CR0247
 CR0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0247'10.3 MI S FROM PITTSBURG.
 CR0247'10.3 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD OF
 CR0247'TEXAS FROM THE STATION AT PITTSBURG, 2 1/2 POLES SOUTH OF MILEPOST 501
 CR0247'+ 15, 11 FEET WEST OF THE WEST RAIL, 5 FEET BELOW THE TOP OF THE
 CR0247'RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 CR0247'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0105 ***********************************************************************
 CR0105  DESIGNATION -  P 277
 CR0105  PID         -  CR0105
 CR0105  STATE/COUNTY-  TX/PANOLA
 CR0105  USGS QUAD   -  CARTHAGE (1983)
 CR0105
 CR0105                         *CURRENT SURVEY CONTROL
 CR0105  ___________________________________________________________________
 CR0105* NAD 83(1986)-  32 09 29.     (N)    094 20 17.     (W)     SCALED    
 CR0105* NAVD 88     -        94.182  (meters)     309.00   (feet)  ADJUSTED  
 CR0105  ___________________________________________________________________
 CR0105  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR0105  DYNAMIC HT  -          94.072 (meters)     308.63  (feet)  COMP
 CR0105  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 CR0105
 CR0105  VERT ORDER  -  SECOND    CLASS 0
 CR0105
 CR0105.The horizontal coordinates were scaled from a topographic map and have
 CR0105.an estimated accuracy of +/- 6 seconds.
 CR0105
 CR0105.The orthometric height was determined by differential leveling
 CR0105.and adjusted by the National Geodetic Survey in June 1991..
 CR0105
 CR0105.The geoid height was determined by GEOID03.
 CR0105
 CR0105.The dynamic height is computed by dividing the NAVD 88
 CR0105.geopotential number by the normal gravity value computed on the
 CR0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0105.degrees latitude (g = 980.6199 gals.).
 CR0105
 CR0105.The modeled gravity was interpolated from observed gravity values.
 CR0105
 CR0105;                    North         East    Units  Estimated Accuracy
 CR0105;SPC TXNC     - 2,062,270.      992,490.      MT  (+/- 180 meters Scaled)
 CR0105
 CR0105                          SUPERSEDED SURVEY CONTROL
 CR0105
 CR0105  NGVD 29 (??/??/92)   94.213  (m)          309.10   (f) ADJ UNCH    2 0
 CR0105
 CR0105.Superseded values are not recommended for survey control.
 CR0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0105.See file dsdata.txt to determine how the superseded data were derived.
 CR0105
 CR0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR738587(NAD 83)
 CR0105_MARKER: DB = BENCH MARK DISK
 CR0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0105_SP_SET: CONCRETE BASE
 CR0105_STAMPING: P 277 1934
 CR0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0105
 CR0105  HISTORY     - Date     Condition        Report By
 CR0105  HISTORY     - 1934     MONUMENTED       CGS
 CR0105  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0105  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0105
 CR0105                          STATION DESCRIPTION
 CR0105
 CR0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0105'IN CARTHAGE.
 CR0105'DISK IS SET HORIZONTALLY IN THE SW CORNER OF THE CONCRETE FOOTING OF
 CR0105'THE W LEG OF THE CITY WATER TANK.
 CR0105
 CR0105                          STATION RECOVERY (1990)
 CR0105
 CR0105'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CR0105'MARK NOT FOUND.
 CR0105
 CR0105                          STATION RECOVERY (1998)
 CR0105
 CR0105'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0106 ***********************************************************************
 CR0106  DESIGNATION -  P 277 RESET
 CR0106  PID         -  CR0106
 CR0106  STATE/COUNTY-  TX/PANOLA
 CR0106  USGS QUAD   -  CARTHAGE (1983)
 CR0106
 CR0106                         *CURRENT SURVEY CONTROL
 CR0106  ___________________________________________________________________
 CR0106* NAD 83(1986)-  32 09 29.     (N)    094 20 17.     (W)     SCALED    
 CR0106* NAVD 88     -        93.27   (+/-2cm)     306.0    (feet)  VERTCON   
 CR0106  ___________________________________________________________________
 CR0106  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR0106
 CR0106  VERT ORDER  -  THIRD (See Below)
 CR0106
 CR0106.The horizontal coordinates were scaled from a topographic map and have
 CR0106.an estimated accuracy of +/- 6 seconds.
 CR0106
 CR0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0106.The vertical order pertains to the NGVD 29 superseded value.
 CR0106
 CR0106.The geoid height was determined by GEOID03.
 CR0106
 CR0106;                    North         East    Units  Estimated Accuracy
 CR0106;SPC TXNC     - 2,062,270.      992,490.      MT  (+/- 180 meters Scaled)
 CR0106
 CR0106                          SUPERSEDED SURVEY CONTROL
 CR0106
 CR0106  NGVD 29 (??/??/??)   93.31   (m)          306.1    (f) RESET       3  
 CR0106
 CR0106.Superseded values are not recommended for survey control.
 CR0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0106.See file dsdata.txt to determine how the superseded data were derived.
 CR0106
 CR0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR738587(NAD 83)
 CR0106_MARKER: DB = BENCH MARK DISK
 CR0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0106_SP_SET: CONCRETE FOOTING
 CR0106_STAMPING: P 277 RESET 1965
 CR0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0106
 CR0106  HISTORY     - Date     Condition        Report By
 CR0106  HISTORY     - 1965     MONUMENTED       CGS
 CR0106  HISTORY     - 1990     GOOD             USPSQD
 CR0106  HISTORY     - 19980221 GOOD             USPSQD
 CR0106
 CR0106                          STATION DESCRIPTION
 CR0106
 CR0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CR0106'IN CARTHAGE.
 CR0106'AT CARTHAGE, PANOLA COUNTY, AT THE WEST ONE OF TWO WATER TANKS, IN THE
 CR0106'SOUTH CORNER OF THE CONCRETE FOOTING OF THE SOUTHEAST LEG OF THE WATER
 CR0106'TANK.  THE WATER TANK IS ONE BLOCK NORTH OF THE TOWN SQUARE OF THE
 CR0106'BUSINESS DISTRICT.  A STANDARD DISK CEMENTED IN A DRILL HOLE FLUSH
 CR0106'WITH THE TOP OF THE CONCRETE FOOTING.
 CR0106
 CR0106                          STATION RECOVERY (1990)
 CR0106
 CR0106'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CR0106'RECOVERED IN GOOD CONDITION.
 CR0106
 CR0106                          STATION RECOVERY (1998)
 CR0106
 CR0106'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0264 ***********************************************************************
 CR0264  DESIGNATION -  P 278
 CR0264  PID         -  CR0264
 CR0264  STATE/COUNTY-  TX/GREGG
 CR0264  USGS QUAD   -  GLADEWATER (1960)
 CR0264
 CR0264                         *CURRENT SURVEY CONTROL
 CR0264  ___________________________________________________________________
 CR0264* NAD 83(1986)-  32 32 27.     (N)    094 56 55.     (W)     SCALED    
 CR0264* NAVD 88     -       117.963  (meters)     387.02   (feet)  ADJUSTED  
 CR0264  ___________________________________________________________________
 CR0264  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR0264  DYNAMIC HT  -         117.828 (meters)     386.57  (feet)  COMP
 CR0264  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 CR0264
 CR0264  VERT ORDER  -  SECOND    CLASS 0
 CR0264
 CR0264.The horizontal coordinates were scaled from a topographic map and have
 CR0264.an estimated accuracy of +/- 6 seconds.
 CR0264
 CR0264.The orthometric height was determined by differential leveling
 CR0264.and adjusted by the National Geodetic Survey in June 1991..
 CR0264
 CR0264.The geoid height was determined by GEOID03.
 CR0264
 CR0264.The dynamic height is computed by dividing the NAVD 88
 CR0264.geopotential number by the normal gravity value computed on the
 CR0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0264.degrees latitude (g = 980.6199 gals.).
 CR0264
 CR0264.The modeled gravity was interpolated from observed gravity values.
 CR0264
 CR0264;                    North         East    Units  Estimated Accuracy
 CR0264;SPC TXNC     - 2,102,580.      933,500.      MT  (+/- 180 meters Scaled)
 CR0264
 CR0264                          SUPERSEDED SURVEY CONTROL
 CR0264
 CR0264  NGVD 29 (??/??/92)  117.992  (m)          387.11   (f) ADJ UNCH    2 0
 CR0264
 CR0264.Superseded values are not recommended for survey control.
 CR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0264.See file dsdata.txt to determine how the superseded data were derived.
 CR0264
 CR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS170020(NAD 83)
 CR0264_MARKER: DB = BENCH MARK DISK
 CR0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0264_SP_SET: STEP
 CR0264_STAMPING: P 278 1934
 CR0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR0264+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0264
 CR0264  HISTORY     - Date     Condition        Report By
 CR0264  HISTORY     - 1934     MONUMENTED       CGS
 CR0264  HISTORY     - 20040605 GOOD             USPSQD
 CR0264
 CR0264                          STATION DESCRIPTION
 CR0264
 CR0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0264'IN GLADEWATER.
 CR0264'IN THE HIGH SCHOOL BUILDING.  IN E ENTRANCE ON THE S SIDE OF THE
 CR0264'BUILDING.  DISK SET HORIZONTALLY IN FIRST CONCRETE STEP.  9 FEET E OF
 CR0264'THE CENTER PILLAR IN ARCHWAY OF ENTRANCE.  5 INCHES S OF WALL OF
 CR0264'BUILDING.
 CR0264
 CR0264                          STATION RECOVERY (2004)
 CR0264
 CR0264'RECOVERY NOTE BY US POWER SQUADRON 2004 (JBL)
 CR0264'THIS SITE IS NOW A MIDDLE SCHOOL.  DESCRIPTION CORRECTION SHOULD READ
 CR0264'IN WEST ENTRANCE ON THE SOUTH SIDE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1415 ***********************************************************************
 BL1415  DESIGNATION -  P 279
 BL1415  PID         -  BL1415
 BL1415  STATE/COUNTY-  TX/HARRIS
 BL1415  USGS QUAD   -  TOMBALL (1979)
 BL1415
 BL1415                         *CURRENT SURVEY CONTROL
 BL1415  ___________________________________________________________________
 BL1415* NAD 83(1986)-  30 06 56.     (N)    095 37 22.     (W)     SCALED    
 BL1415* NAVD 88     -        57.989  (meters)     190.25   (feet)  ADJUSTED  
 BL1415  ___________________________________________________________________
 BL1415  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1415  DYNAMIC HT  -          57.910 (meters)     189.99  (feet)  COMP
 BL1415  MODELED GRAV-     979,291.5   (mgal)                       NAVD 88
 BL1415  OBS GRAVITY -     979,291.7   (mgal)                       GRAV_OBS
 BL1415
 BL1415  VERT ORDER  -  FIRST     CLASS II
 BL1415
 BL1415.The horizontal coordinates were scaled from a topographic map and have
 BL1415.an estimated accuracy of +/- 6 seconds.
 BL1415
 BL1415.The orthometric height was determined by differential leveling
 BL1415.and adjusted by the National Geodetic Survey in June 1991..
 BL1415
 BL1415.The geoid height was determined by GEOID03.
 BL1415
 BL1415.The dynamic height is computed by dividing the NAVD 88
 BL1415.geopotential number by the normal gravity value computed on the
 BL1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1415.degrees latitude (g = 980.6199 gals.).
 BL1415
 BL1415.The modeled gravity was interpolated from observed gravity values.
 BL1415.The observed gravity was obtained from relative gravimeter ties
 BL1415.to the IGSN71 gravity network.
 BL1415
 BL1415;                    North         East    Units  Estimated Accuracy
 BL1415;SPC TXSC     - 4,257,640.      925,420.      MT  (+/- 180 meters Scaled)
 BL1415
 BL1415                          SUPERSEDED SURVEY CONTROL
 BL1415
 BL1415  NGVD 29 (12/23/87)   57.984  (m)          190.24   (f) ADJUSTED    1 2
 BL1415
 BL1415.Superseded values are not recommended for survey control.
 BL1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1415.See file dsdata.txt to determine how the superseded data were derived.
 BL1415
 BL1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP472344(NAD 83)
 BL1415_MARKER: DB = BENCH MARK DISK
 BL1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1415_SP_SET: CONCRETE POST
 BL1415_STAMPING: P 279 1935
 BL1415_MARK LOGO: CGS   
 BL1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1415+STABILITY: SURFACE MOTION
 BL1415
 BL1415  HISTORY     - Date     Condition        Report By
 BL1415  HISTORY     - 1935     MONUMENTED       CGS
 BL1415  HISTORY     - 1973     GOOD             NGS
 BL1415  HISTORY     - 1978     GOOD             NGS
 BL1415  HISTORY     - 1986     GOOD             NGS
 BL1415
 BL1415                          STATION DESCRIPTION
 BL1415
 BL1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1415'1.35 MI NW FROM TOMBALL.
 BL1415'ABOUT 1.35 MILES NORTHWEST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD
 BL1415'FROM THE CROSSING OF WALLER-TOMBALL RD., AT THE ZION RD. CROSSING, 81
 BL1415'FEET NORTH OF THE CENTER LINE OF THE ROAD, 52.1 FEET EAST OF THE EAST
 BL1415'RAIL, 51.3 FEET NORTH OF A POWER POLE SUPPORTING A TRANSFORMER, 41.2
 BL1415'FEET WEST OF THE NORTHWEST CORNER OF A SMALL WELL HOUSE, 2.3 FEET EAST
 BL1415'OF A FENCE, 0.4 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BL1415'THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 BL1415
 BL1415                          STATION RECOVERY (1978)
 BL1415
 BL1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1415'RECOVERED IN GOOD CONDITION.
 BL1415
 BL1415                          STATION RECOVERY (1986)
 BL1415
 BL1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1415'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1415'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0218 ***********************************************************************
 AB0218  DESIGNATION -  P 28 C CO
 AB0218  PID         -  AB0218
 AB0218  STATE/COUNTY-  TX/CAMERON
 AB0218  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0218
 AB0218                         *CURRENT SURVEY CONTROL
 AB0218  ___________________________________________________________________
 AB0218* NAD 83(1986)-  26 05 06.     (N)    097 21 54.     (W)     SCALED    
 AB0218* NAVD 88     -         3.299  (meters)      10.82   (feet)  ADJUSTED  
 AB0218  ___________________________________________________________________
 AB0218  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AB0218  DYNAMIC HT  -           3.294 (meters)      10.81  (feet)  COMP
 AB0218  MODELED GRAV-     979,054.8   (mgal)                       NAVD 88
 AB0218
 AB0218  VERT ORDER  -  FIRST     CLASS II
 AB0218
 AB0218.The horizontal coordinates were scaled from a topographic map and have
 AB0218.an estimated accuracy of +/- 6 seconds.
 AB0218
 AB0218.The orthometric height was determined by differential leveling
 AB0218.and adjusted by the National Geodetic Survey in June 1991..
 AB0218.WARNING-Repeat measurements at this control monument indicate possible
 AB0218.vertical movement.
 AB0218
 AB0218.The geoid height was determined by GEOID03.
 AB0218
 AB0218.The dynamic height is computed by dividing the NAVD 88
 AB0218.geopotential number by the normal gravity value computed on the
 AB0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0218.degrees latitude (g = 980.6199 gals.).
 AB0218
 AB0218.The modeled gravity was interpolated from observed gravity values.
 AB0218
 AB0218;                    North         East    Units  Estimated Accuracy
 AB0218;SPC TX S     - 5,046,860.      413,550.      MT  (+/- 180 meters Scaled)
 AB0218
 AB0218                          SUPERSEDED SURVEY CONTROL
 AB0218
 AB0218  NGVD 29 (??/??/92)    3.402  (m)           11.16   (f) ADJ UNCH    1 2
 AB0218
 AB0218.Superseded values are not recommended for survey control.
 AB0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0218.See file dsdata.txt to determine how the superseded data were derived.
 AB0218
 AB0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP635861(NAD 83)
 AB0218_MARKER: DD = SURVEY DISK
 AB0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0218_SP_SET: CULVERT
 AB0218_STAMPING: 10.89 P 28
 AB0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0218
 AB0218  HISTORY     - Date     Condition        Report By
 AB0218  HISTORY     - UNK      MONUMENTED       TX-061
 AB0218  HISTORY     - 1951     GOOD             NGS
 AB0218  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0218  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0218  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0218  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0218
 AB0218                          STATION DESCRIPTION
 AB0218
 AB0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0218'7.5 MI E FROM LOS FRESNOS.
 AB0218'7.5 MILES EAST ALONG STATE HIGHWAY 100 FROM THE INTERSECTION OF
 AB0218'PAREDES LINE ROAD AT LOS FRESNOS, CAMERON COUNTY, NEAR THE SOUTHWEST
 AB0218'END OF A LONG CURVE, AT A LARGE CONCRETE CULVERT, IN THE CENTER OF THE
 AB0218'TOP OF THE NORTHWEST HEADWALL, 15 FEET NORTHWEST OF THE CENTERLINE OF
 AB0218'THE HIGHWAY, AND 1.6 FEET HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY
 AB0218'STANDARD DISK.
 AB0218
 AB0218                          STATION RECOVERY (1963)
 AB0218
 AB0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0218'MARK NOT FOUND.
 AB0218
 AB0218                          STATION RECOVERY (1981)
 AB0218
 AB0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0218'SEARCHED FOR NOT RECOVERED.
 AB0218
 AB0218                          STATION RECOVERY (1987)
 AB0218
 AB0218'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0218'MARK NOT FOUND.
 AB0218
 AB0218                          STATION RECOVERY (1987)
 AB0218
 AB0218'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AB0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0441 ***********************************************************************
 DO0441  DESIGNATION -  P 280
 DO0441  PID         -  DO0441
 DO0441  STATE/COUNTY-  TX/HASKELL
 DO0441  USGS QUAD   -  REYNOLDS BEND NW (1965)
 DO0441
 DO0441                         *CURRENT SURVEY CONTROL
 DO0441  ___________________________________________________________________
 DO0441* NAD 83(1986)-  33 10 54.     (N)    099 29 38.     (W)     SCALED    
 DO0441* NAVD 88     -       442.578  (meters)    1452.02   (feet)  ADJUSTED  
 DO0441  ___________________________________________________________________
 DO0441  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DO0441  DYNAMIC HT  -         442.034 (meters)    1450.24  (feet)  COMP
 DO0441  MODELED GRAV-     979,396.4   (mgal)                       NAVD 88
 DO0441
 DO0441  VERT ORDER  -  SECOND    CLASS 0
 DO0441
 DO0441.The horizontal coordinates were scaled from a topographic map and have
 DO0441.an estimated accuracy of +/- 6 seconds.
 DO0441
 DO0441.The orthometric height was determined by differential leveling
 DO0441.and adjusted by the National Geodetic Survey in June 1991..
 DO0441
 DO0441.The geoid height was determined by GEOID03.
 DO0441
 DO0441.The dynamic height is computed by dividing the NAVD 88
 DO0441.geopotential number by the normal gravity value computed on the
 DO0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0441.degrees latitude (g = 980.6199 gals.).
 DO0441
 DO0441.The modeled gravity was interpolated from observed gravity values.
 DO0441
 DO0441;                    North         East    Units  Estimated Accuracy
 DO0441;SPC TXNC     - 2,168,440.      507,320.      MT  (+/- 180 meters Scaled)
 DO0441
 DO0441                          SUPERSEDED SURVEY CONTROL
 DO0441
 DO0441  NGVD 29 (??/??/92)  442.435  (m)         1451.56   (f) ADJ UNCH    2 0
 DO0441
 DO0441.Superseded values are not recommended for survey control.
 DO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0441.See file dsdata.txt to determine how the superseded data were derived.
 DO0441
 DO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB539715(NAD 83)
 DO0441_MARKER: DB = BENCH MARK DISK
 DO0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0441_STAMPING: P 280 1934
 DO0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0441+STABILITY: SURFACE MOTION
 DO0441
 DO0441  HISTORY     - Date     Condition        Report By
 DO0441  HISTORY     - 1934     MONUMENTED       CGS
 DO0441  HISTORY     - 1965     MARK NOT FOUND   USGS
 DO0441
 DO0441                          STATION DESCRIPTION
 DO0441
 DO0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0441'15.5 MI E FROM HASKELL.
 DO0441'15.5 MILES E OF AND ALONG STATE HIGHWAY NO. 120 AT A CORNER WHERE THE
 DO0441'HIGHWAY IS RUNNING NE AND TURNS E.  OPPOSITE A GATE AND ROAD LEADING N
 DO0441'OFF HIGHWAY.  38 FEET S OF THE CENTER OF THE HIGHWAY AND IN THE R/W
 DO0441'FENCE CORNER.
 DO0441
 DO0441                          STATION RECOVERY (1965)
 DO0441
 DO0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DO0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0293 ***********************************************************************
 CA0293  DESIGNATION -  P 281
 CA0293  PID         -  CA0293
 CA0293  STATE/COUNTY-  TX/BROWN
 CA0293  USGS QUAD   -  BROWNWOOD (1996)
 CA0293
 CA0293                         *CURRENT SURVEY CONTROL
 CA0293  ___________________________________________________________________
 CA0293* NAD 83(1986)-  31 44 11.     (N)    098 58 30.     (W)     SCALED    
 CA0293* NAVD 88     -       406.678  (meters)    1334.24   (feet)  ADJUSTED  
 CA0293  ___________________________________________________________________
 CA0293  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CA0293  DYNAMIC HT  -         406.149 (meters)    1332.51  (feet)  COMP
 CA0293  MODELED GRAV-     979,326.8   (mgal)                       NAVD 88
 CA0293
 CA0293  VERT ORDER  -  SECOND    CLASS 0
 CA0293
 CA0293.The horizontal coordinates were scaled from a topographic map and have
 CA0293.an estimated accuracy of +/- 6 seconds.
 CA0293
 CA0293.The orthometric height was determined by differential leveling
 CA0293.and adjusted by the National Geodetic Survey in June 1991..
 CA0293
 CA0293.The geoid height was determined by GEOID03.
 CA0293
 CA0293.The dynamic height is computed by dividing the NAVD 88
 CA0293.geopotential number by the normal gravity value computed on the
 CA0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0293.degrees latitude (g = 980.6199 gals.).
 CA0293
 CA0293.The modeled gravity was interpolated from observed gravity values.
 CA0293
 CA0293;                    North         East    Units  Estimated Accuracy
 CA0293;SPC TX C     - 3,230,230.      828,710.      MT  (+/- 180 meters Scaled)
 CA0293
 CA0293                          SUPERSEDED SURVEY CONTROL
 CA0293
 CA0293  NGVD 29 (??/??/92)  406.597  (m)         1333.98   (f) ADJ UNCH    2 0
 CA0293
 CA0293.Superseded values are not recommended for survey control.
 CA0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0293.See file dsdata.txt to determine how the superseded data were derived.
 CA0293
 CA0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA023112(NAD 83)
 CA0293_MARKER: DB = BENCH MARK DISK
 CA0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0293_SP_SET: ABUTMENT
 CA0293_STAMPING: P 281 1934
 CA0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0293+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 CA0293
 CA0293  HISTORY     - Date     Condition        Report By
 CA0293  HISTORY     - 1934     MONUMENTED       CGS
 CA0293  HISTORY     - 1967     GOOD             NGS
 CA0293  HISTORY     - 1982     GOOD             NGS
 CA0293  HISTORY     - 20020730 GOOD             USPSQD
 CA0293
 CA0293                          STATION DESCRIPTION
 CA0293
 CA0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CA0293'0.4 MI N FROM BROWNWOOD.
 CA0293'ABOUT 0.4 MILE NORTH ALONG THE PARK ROAD FROM THE JUNCTION OF U. S.
 CA0293'HIGHWAY 377 AND ENTRANCE TO THE RIVERSIDE PARK IN BROWNWOOD TO SITE OF
 CA0293'MARK, ABOUT 50 YARDS EAST OF THE ROAD, IN THE NORTHEAST END OF THE
 CA0293'SOUTHWEST ABUTMENT OF AN OLD ABANDON RAILROAD BRIDGE.  THIS ABUTMENT
 CA0293'IS AT THE SOUTHEAST PART OF THE RIVERSIDE PARK, AND ON THE WEST BANK
 CA0293'OF THE PECAN BAYOU.
 CA0293
 CA0293                          STATION RECOVERY (1982)
 CA0293
 CA0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0293'IN BROWNWOOD, IN THE TOP CENTER OF THE NORTH END OF THE WEST ABUTMENT
 CA0293'OF AN ABANDONED RAILROAD BRIDGE OVER PECAN BAYOU IN RIVERSIDE PARK.
 CA0293
 CA0293                          STATION RECOVERY (2002)
 CA0293
 CA0293'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0108 ***********************************************************************
 CT0108  DESIGNATION -  P 282
 CT0108  PID         -  CT0108
 CT0108  STATE/COUNTY-  TX/ERATH
 CT0108  USGS QUAD   -  COMYN (1979)
 CT0108
 CT0108                         *CURRENT SURVEY CONTROL
 CT0108  ___________________________________________________________________
 CT0108* NAD 83(1986)-  32 02 03.     (N)    098 23 11.     (W)     SCALED    
 CT0108* NAVD 88     -       409.692  (meters)    1344.13   (feet)  ADJUSTED  
 CT0108  ___________________________________________________________________
 CT0108  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CT0108  DYNAMIC HT  -         409.170 (meters)    1342.42  (feet)  COMP
 CT0108  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 CT0108
 CT0108  VERT ORDER  -  SECOND    CLASS 0
 CT0108
 CT0108.The horizontal coordinates were scaled from a topographic map and have
 CT0108.an estimated accuracy of +/- 6 seconds.
 CT0108
 CT0108.The orthometric height was determined by differential leveling
 CT0108.and adjusted by the National Geodetic Survey in June 1991..
 CT0108
 CT0108.The geoid height was determined by GEOID03.
 CT0108
 CT0108.The dynamic height is computed by dividing the NAVD 88
 CT0108.geopotential number by the normal gravity value computed on the
 CT0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0108.degrees latitude (g = 980.6199 gals.).
 CT0108
 CT0108.The modeled gravity was interpolated from observed gravity values.
 CT0108
 CT0108;                    North         East    Units  Estimated Accuracy
 CT0108;SPC TXNC     - 2,040,760.      610,730.      MT  (+/- 180 meters Scaled)
 CT0108
 CT0108                          SUPERSEDED SURVEY CONTROL
 CT0108
 CT0108  NGVD 29 (??/??/92)  409.605  (m)         1343.85   (f) ADJ UNCH    2 0
 CT0108
 CT0108.Superseded values are not recommended for survey control.
 CT0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0108.See file dsdata.txt to determine how the superseded data were derived.
 CT0108
 CT0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA579443(NAD 83)
 CT0108_MARKER: DB = BENCH MARK DISK
 CT0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0108_STAMPING: P 282 1934
 CT0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0108+STABILITY: SURFACE MOTION
 CT0108
 CT0108  HISTORY     - Date     Condition        Report By
 CT0108  HISTORY     - 1934     MONUMENTED       CGS
 CT0108  HISTORY     - 1966     GOOD             NGS
 CT0108  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0108
 CT0108                          STATION DESCRIPTION
 CT0108
 CT0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0108'4.5 MI NE FROM PROCTOR.
 CT0108'ABOUT 4.85 MILES NORTHEAST ALONG THE A.T. AND SANTA FE RAILWAY FROM
 CT0108'WHERE F.M. HIGHWAY 1476 CROSSES THE RAILROAD IN PROCTOR TO SITE OF
 CT0108'BENCH MARK, 67 FEET SOUTH OF THE SOUTH RAIL ROAD TRACK, 48 FEET
 CT0108'SOUTHEAST OF THE 4TH TELEGRAPH POLE EAST OF MILE POST 91, 5 FEET NORTH
 CT0108'OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST. A
 CT0108'C AND GS DISK SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 3
 CT0108'INCHES ABOVE THE SURFACE OF THE GROUND.
 CT0108
 CT0108                          STATION RECOVERY (1995)
 CT0108
 CT0108'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0010 ***********************************************************************
 CA0010  DESIGNATION -  P 284
 CA0010  PID         -  CA0010
 CA0010  STATE/COUNTY-  TX/COMANCHE
 CA0010  USGS QUAD   -  GUSTINE (1956)
 CA0010
 CA0010                         *CURRENT SURVEY CONTROL
 CA0010  ___________________________________________________________________
 CA0010* NAD 83(1986)-  31 48 11.     (N)    098 27 17.     (W)     SCALED    
 CA0010* NAVD 88     -       398.618  (meters)    1307.80   (feet)  ADJUSTED  
 CA0010  ___________________________________________________________________
 CA0010  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CA0010  DYNAMIC HT  -         398.105 (meters)    1306.12  (feet)  COMP
 CA0010  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 CA0010
 CA0010  VERT ORDER  -  SECOND    CLASS 0
 CA0010
 CA0010.The horizontal coordinates were scaled from a topographic map and have
 CA0010.an estimated accuracy of +/- 6 seconds.
 CA0010
 CA0010.The orthometric height was determined by differential leveling
 CA0010.and adjusted by the National Geodetic Survey in June 1991..
 CA0010
 CA0010.The geoid height was determined by GEOID03.
 CA0010
 CA0010.The dynamic height is computed by dividing the NAVD 88
 CA0010.geopotential number by the normal gravity value computed on the
 CA0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0010.degrees latitude (g = 980.6199 gals.).
 CA0010
 CA0010.The modeled gravity was interpolated from observed gravity values.
 CA0010
 CA0010;                    North         East    Units  Estimated Accuracy
 CA0010;SPC TX C     - 3,238,340.      877,880.      MT  (+/- 180 meters Scaled)
 CA0010
 CA0010                          SUPERSEDED SURVEY CONTROL
 CA0010
 CA0010  NGVD 29 (??/??/92)  398.539  (m)         1307.54   (f) ADJ UNCH    2 0
 CA0010
 CA0010.Superseded values are not recommended for survey control.
 CA0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0010.See file dsdata.txt to determine how the superseded data were derived.
 CA0010
 CA0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA516187(NAD 83)
 CA0010_MARKER: DB = BENCH MARK DISK
 CA0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0010_STAMPING: P 284 1934
 CA0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0010+STABILITY: SURFACE MOTION
 CA0010
 CA0010  HISTORY     - Date     Condition        Report By
 CA0010  HISTORY     - 1934     MONUMENTED       CGS
 CA0010
 CA0010                          STATION DESCRIPTION
 CA0010
 CA0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0010'13.5 MI SE FROM COMANCHE.
 CA0010'13.5 MI SE OF AND ALONG STATE HWY 36 0.4 MILE SE OF PETTIT SCHOOL. 31
 CA0010'YARDS E OF A FARM HOUSE.  31 YARDS E OF A FARM HOUSE.  59 FEET N OF
 CA0010'CENTER OF HIGHWAY AND IN A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0132 ***********************************************************************
 CA0132  DESIGNATION -  P 285
 CA0132  PID         -  CA0132
 CA0132  STATE/COUNTY-  TX/LAMPASAS
 CA0132  USGS QUAD   -  ADAMSVILLE (1954)
 CA0132
 CA0132                         *CURRENT SURVEY CONTROL
 CA0132  ___________________________________________________________________
 CA0132* NAD 83(1986)-  31 17 39.     (N)    098 10 08.     (W)     SCALED    
 CA0132* NAVD 88     -       319.099  (meters)    1046.91   (feet)  ADJUSTED  
 CA0132  ___________________________________________________________________
 CA0132  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CA0132  DYNAMIC HT  -         318.676 (meters)    1045.52  (feet)  COMP
 CA0132  MODELED GRAV-     979,307.9   (mgal)                       NAVD 88
 CA0132
 CA0132  VERT ORDER  -  SECOND    CLASS 0
 CA0132
 CA0132.The horizontal coordinates were scaled from a topographic map and have
 CA0132.an estimated accuracy of +/- 6 seconds.
 CA0132
 CA0132.The orthometric height was determined by differential leveling
 CA0132.and adjusted by the National Geodetic Survey in June 1991..
 CA0132
 CA0132.The geoid height was determined by GEOID03.
 CA0132
 CA0132.The dynamic height is computed by dividing the NAVD 88
 CA0132.geopotential number by the normal gravity value computed on the
 CA0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0132.degrees latitude (g = 980.6199 gals.).
 CA0132
 CA0132.The modeled gravity was interpolated from observed gravity values.
 CA0132
 CA0132;                    North         East    Units  Estimated Accuracy
 CA0132;SPC TX C     - 3,182,420.      906,040.      MT  (+/- 180 meters Scaled)
 CA0132
 CA0132                          SUPERSEDED SURVEY CONTROL
 CA0132
 CA0132  NGVD 29 (??/??/92)  319.002  (m)         1046.59   (f) ADJ UNCH    2 0
 CA0132
 CA0132.Superseded values are not recommended for survey control.
 CA0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0132.See file dsdata.txt to determine how the superseded data were derived.
 CA0132
 CA0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV791625(NAD 83)
 CA0132_MARKER: DB = BENCH MARK DISK
 CA0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0132_SP_SET: ABUTMENT
 CA0132_STAMPING: P 285 1934
 CA0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0132
 CA0132  HISTORY     - Date     Condition        Report By
 CA0132  HISTORY     - 1934     MONUMENTED       CGS
 CA0132  HISTORY     - 1962     GOOD             NGS
 CA0132  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0132
 CA0132                          STATION DESCRIPTION
 CA0132
 CA0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CA0132'0.4 MI S FROM ADAMSVILLE.
 CA0132'IN LAMPASAS COUNTY, ABOUT 12.7 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM
 CA0132'A SCHOOL AT EVANT, CORYELL COUNTY, AT A BRIDGE OVER THE LAMPASAS
 CA0132'RIVER, AND IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT.
 CA0132'A STANDARD DISK STAMPED P 285 1934.  THE BENCH MARK MAY BE REACHED BY
 CA0132'GOING SOUTH ALONG U.S. HIGHWAY 281 FOR 0.4 MILE FROM THE POST OFFICE
 CA0132'IN THE VILLAGE OF ADAMSVILLE.
 CA0132
 CA0132                          STATION RECOVERY (2002)
 CA0132
 CA0132'RECOVERY NOTE BY US POWER SQUADRON 2002 (HY)
 CA0132'BRIDGE HAS BEEN RECENTLY REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0358 ***********************************************************************
 DM0358  DESIGNATION -  P 286
 DM0358  PID         -  DM0358
 DM0358  STATE/COUNTY-  TX/RED RIVER
 DM0358  USGS QUAD   -  AVERY (1951)
 DM0358
 DM0358                         *CURRENT SURVEY CONTROL
 DM0358  ___________________________________________________________________
 DM0358* NAD 83(1986)-  33 34 02.     (N)    094 50 52.     (W)     SCALED    
 DM0358* NAVD 88     -       140.991  (meters)     462.57   (feet)  ADJUSTED  
 DM0358  ___________________________________________________________________
 DM0358  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0358  DYNAMIC HT  -         140.843 (meters)     462.08  (feet)  COMP
 DM0358  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 DM0358
 DM0358  VERT ORDER  -  SECOND    CLASS 0
 DM0358
 DM0358.The horizontal coordinates were scaled from a topographic map and have
 DM0358.an estimated accuracy of +/- 6 seconds.
 DM0358
 DM0358.The orthometric height was determined by differential leveling
 DM0358.and adjusted by the National Geodetic Survey in June 1991..
 DM0358
 DM0358.The geoid height was determined by GEOID03.
 DM0358
 DM0358.The dynamic height is computed by dividing the NAVD 88
 DM0358.geopotential number by the normal gravity value computed on the
 DM0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0358.degrees latitude (g = 980.6199 gals.).
 DM0358
 DM0358.The modeled gravity was interpolated from observed gravity values.
 DM0358
 DM0358;                    North         East    Units  Estimated Accuracy
 DM0358;SPC TXNC     - 2,216,650.      939,010.      MT  (+/- 180 meters Scaled)
 DM0358
 DM0358                          SUPERSEDED SURVEY CONTROL
 DM0358
 DM0358  NGVD 29 (??/??/92)  140.988  (m)          462.56   (f) ADJ UNCH    2 0
 DM0358
 DM0358.Superseded values are not recommended for survey control.
 DM0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0358.See file dsdata.txt to determine how the superseded data were derived.
 DM0358
 DM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT284157(NAD 83)
 DM0358_MARKER: DB = BENCH MARK DISK
 DM0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0358_STAMPING: P 286 1934
 DM0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0358+STABILITY: SURFACE MOTION
 DM0358
 DM0358  HISTORY     - Date     Condition        Report By
 DM0358  HISTORY     - 1934     MONUMENTED       CGS
 DM0358  HISTORY     - 1949     POOR             USGS
 DM0358
 DM0358                          STATION DESCRIPTION
 DM0358
 DM0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0358'3.7 MI E FROM ANNONA.
 DM0358'3.7 MI E OF AND ALONG THE T P R R AT A ROAD CROSSING.  0.2 MI E OF
 DM0358'MILE POST 49.  50 FEET W OF CENTER OF CROSS ROAD.  44 FEET N OF CENTER
 DM0358'OF TRACK.  6 FEET NW OF R/W FENCE CORNER.  NOTE-- MARK HAS BEEN HIT
 DM0358'AND IS BENT OVER.
 DM0358
 DM0358                          STATION RECOVERY (1949)
 DM0358
 DM0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DM0358'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1794 ***********************************************************************
 CS1794  DESIGNATION -  P 289 RESET 1966
 CS1794  PID         -  CS1794
 CS1794  STATE/COUNTY-  TX/TARRANT
 CS1794  USGS QUAD   -  FORT WORTH (1981)
 CS1794
 CS1794                         *CURRENT SURVEY CONTROL
 CS1794  ___________________________________________________________________
 CS1794* NAD 83(1986)-  32 41 19.     (N)    097 19 46.     (W)     SCALED    
 CS1794* NAVD 88     -       207.967  (meters)     682.31   (feet)  ADJUSTED  
 CS1794  ___________________________________________________________________
 CS1794  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS1794  DYNAMIC HT  -         207.722 (meters)     681.50  (feet)  COMP
 CS1794  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 CS1794
 CS1794  VERT ORDER  -  FIRST     CLASS II
 CS1794
 CS1794.The horizontal coordinates were scaled from a topographic map and have
 CS1794.an estimated accuracy of +/- 6 seconds.
 CS1794
 CS1794.The orthometric height was determined by differential leveling
 CS1794.and adjusted by the National Geodetic Survey in June 1991..
 CS1794
 CS1794.The geoid height was determined by GEOID03.
 CS1794
 CS1794.The dynamic height is computed by dividing the NAVD 88
 CS1794.geopotential number by the normal gravity value computed on the
 CS1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1794.degrees latitude (g = 980.6199 gals.).
 CS1794
 CS1794.The modeled gravity was interpolated from observed gravity values.
 CS1794
 CS1794;                    North         East    Units  Estimated Accuracy
 CS1794;SPC TXNC     - 2,113,940.      709,760.      MT  (+/- 180 meters Scaled)
 CS1794
 CS1794                          SUPERSEDED SURVEY CONTROL
 CS1794
 CS1794  NGVD 29 (??/??/92)  207.966  (m)          682.30   (f) ADJ UNCH    1 2
 CS1794
 CS1794.Superseded values are not recommended for survey control.
 CS1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1794.See file dsdata.txt to determine how the superseded data were derived.
 CS1794
 CS1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB566180(NAD 83)
 CS1794_MARKER: DB = BENCH MARK DISK
 CS1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1794_STAMPING: P 289 RESET 1966
 CS1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1794+STABILITY: SURFACE MOTION
 CS1794
 CS1794  HISTORY     - Date     Condition        Report By
 CS1794  HISTORY     - 1966     MONUMENTED       CGS
 CS1794  HISTORY     - 1972     GOOD             TXHD
 CS1794  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1794  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1794  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1794  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1794  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS1794
 CS1794                          STATION DESCRIPTION
 CS1794
 CS1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1794'4.3 MI SE FROM FORT WORTH.
 CS1794'ABOUT 4.3 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 CS1794'FROM THE UNION STATION AT FORT WORTH, AT THE SOUTH END OF THE YARDS OF
 CS1794'THE TEXAS STEEL COMPANY, 148 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CS1794'A METAL BUILDING, 43 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 63
 CS1794'FEET NORTH OF THE CENTER LINE OF BOLT STREET, 25 FEET NORTH OF THE
 CS1794'SOUTHEAST CORNER OF A FENCE, 3 1/2 FEET EAST OF A NORTH-SOUTH STEEL
 CS1794'FENCE, 13 FEET WEST OF POWER POLE NUMBER 163, ABOUT 1 1/2 FEET ABOVE
 CS1794'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CS1794'PROJECTING 4 INCHES.
 CS1794
 CS1794                          STATION RECOVERY (1972)
 CS1794
 CS1794'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1972
 CS1794'RECOVERED IN GOOD CONDITION.
 CS1794
 CS1794                          STATION RECOVERY (1983)
 CS1794
 CS1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1794'MARK NOT FOUND.
 CS1794
 CS1794                          STATION RECOVERY (1989)
 CS1794
 CS1794'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLO)
 CS1794'MARK NOT FOUND.
 CS1794
 CS1794                          STATION RECOVERY (1991)
 CS1794
 CS1794'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1794'MARK NOT FOUND.
 CS1794
 CS1794                          STATION RECOVERY (1996)
 CS1794
 CS1794'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1794'MARK NOT FOUND.
 CS1794
 CS1794                          STATION RECOVERY (2001)
 CS1794
 CS1794'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS1794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0360 ***********************************************************************
 AZ0360  DESIGNATION -  P 29
 AZ0360  PID         -  AZ0360
 AZ0360  STATE/COUNTY-  TX/VAL VERDE
 AZ0360  USGS QUAD   -  LANGTRY (1973)
 AZ0360
 AZ0360                         *CURRENT SURVEY CONTROL
 AZ0360  ___________________________________________________________________
 AZ0360* NAD 83(1986)-  29 50 32.     (N)    101 36 46.     (W)     SCALED    
 AZ0360* NAVD 88     -       437.510  (meters)    1435.40   (feet)  POSTED    
 AZ0360  ___________________________________________________________________
 AZ0360  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AZ0360  DYNAMIC HT  -         436.850 (meters)    1433.23  (feet)  COMP
 AZ0360  MODELED GRAV-     979,119.2   (mgal)                       NAVD 88
 AZ0360
 AZ0360  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0360
 AZ0360.The horizontal coordinates were scaled from a topographic map and have
 AZ0360.an estimated accuracy of +/- 6 seconds.
 AZ0360
 AZ0360.The orthometric height was determined by differential leveling
 AZ0360.and adjusted by the National Geodetic Survey in 1992..
 AZ0360.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0360.rate of 0.0 thru 1.0 mm/km.
 AZ0360
 AZ0360.The geoid height was determined by GEOID03.
 AZ0360
 AZ0360.The dynamic height is computed by dividing the NAVD 88
 AZ0360.geopotential number by the normal gravity value computed on the
 AZ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0360.degrees latitude (g = 980.6199 gals.).
 AZ0360
 AZ0360.The modeled gravity was interpolated from observed gravity values.
 AZ0360
 AZ0360;                    North         East    Units  Estimated Accuracy
 AZ0360;SPC TXSC     - 4,225,460.      347,550.      MT  (+/- 180 meters Scaled)
 AZ0360
 AZ0360                          SUPERSEDED SURVEY CONTROL
 AZ0360
 AZ0360.No superseded survey control is available for this station.
 AZ0360
 AZ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU475041(NAD 83)
 AZ0360_MARKER: DB = BENCH MARK DISK
 AZ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0360_STAMPING: ELEV. 1435.03 FT P 29 1917
 AZ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0360+STABILITY: SURFACE MOTION
 AZ0360
 AZ0360  HISTORY     - Date     Condition        Report By
 AZ0360  HISTORY     - 1917     MONUMENTED       CGS
 AZ0360  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0360
 AZ0360                          STATION DESCRIPTION
 AZ0360
 AZ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0360'0.4 MI W FROM BEAN.
 AZ0360'ABOUT 0.4 MILE WEST ALONG THE ABANDONED TEXAS AND NEW ORLEANS RAILROAD
 AZ0360'FROM BEAN, VAL VERDE COUNTY, AT MILEPOST 450, AND 50 FEET SOUTH OF THE
 AZ0360'TRACK.  A STANDARD DISK, STAMPED ELEV. 1,435.03 FT P 29 1917 AND SET
 AZ0360'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0219 ***********************************************************************
 AB0219  DESIGNATION -  P 29 C CO
 AB0219  PID         -  AB0219
 AB0219  STATE/COUNTY-  TX/CAMERON
 AB0219  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0219
 AB0219                         *CURRENT SURVEY CONTROL
 AB0219  ___________________________________________________________________
 AB0219* NAD 83(1986)-  26 05 19.     (N)    097 21 38.     (W)     SCALED    
 AB0219* NAVD 88     -         3.477  (meters)      11.41   (feet)  ADJUSTED  
 AB0219  ___________________________________________________________________
 AB0219  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AB0219  DYNAMIC HT  -           3.472 (meters)      11.39  (feet)  COMP
 AB0219  MODELED GRAV-     979,055.5   (mgal)                       NAVD 88
 AB0219
 AB0219  VERT ORDER  -  FIRST     CLASS II
 AB0219
 AB0219.The horizontal coordinates were scaled from a topographic map and have
 AB0219.an estimated accuracy of +/- 6 seconds.
 AB0219
 AB0219.The orthometric height was determined by differential leveling
 AB0219.and adjusted by the National Geodetic Survey in June 1991..
 AB0219
 AB0219.The geoid height was determined by GEOID03.
 AB0219
 AB0219.The dynamic height is computed by dividing the NAVD 88
 AB0219.geopotential number by the normal gravity value computed on the
 AB0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0219.degrees latitude (g = 980.6199 gals.).
 AB0219
 AB0219.The modeled gravity was interpolated from observed gravity values.
 AB0219
 AB0219;                    North         East    Units  Estimated Accuracy
 AB0219;SPC TX S     - 5,047,260.      413,990.      MT  (+/- 180 meters Scaled)
 AB0219
 AB0219                          SUPERSEDED SURVEY CONTROL
 AB0219
 AB0219  NGVD 29 (??/??/92)    3.581  (m)           11.75   (f) ADJ UNCH    1 2
 AB0219
 AB0219.Superseded values are not recommended for survey control.
 AB0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0219.See file dsdata.txt to determine how the superseded data were derived.
 AB0219
 AB0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP639865(NAD 83)
 AB0219_MARKER: DD = SURVEY DISK
 AB0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0219_SP_SET: CULVERT
 AB0219_STAMPING: 11.48 P 29
 AB0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0219
 AB0219  HISTORY     - Date     Condition        Report By
 AB0219  HISTORY     - UNK      MONUMENTED
 AB0219  HISTORY     - 1951     GOOD             NGS
 AB0219  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0219  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0219  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0219
 AB0219                          STATION DESCRIPTION
 AB0219
 AB0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0219'8.0 MI E FROM LOS FRESNOS.
 AB0219'8.0 MILES EAST ALONG STATE HIGHWAY 100 FROM THE INTERSECTION OF
 AB0219'PAREDES LINE ROAD AT LOS FRESNOS, CAMERON COUNTY, 0.7 MILE WEST OF THE
 AB0219'JUNCTION OF THE BUENA VISTA ROAD, AT A CONCRETE CULVERT, IN THE CENTER
 AB0219'OF THE TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF
 AB0219'THE HIGHWAY, AND 2 FEET HIGHER THAN THE HIGHWAY.
 AB0219
 AB0219                          STATION RECOVERY (1963)
 AB0219
 AB0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0219'MARK NOT FOUND.
 AB0219
 AB0219                          STATION RECOVERY (1981)
 AB0219
 AB0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0219'SEARCHED FOR NOT RECOVERED, ROAD HAS BEEN WIDEN.
 AB0219
 AB0219                          STATION RECOVERY (1987)
 AB0219
 AB0219'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0101 ***********************************************************************
 CT0101  DESIGNATION -  P 291
 CT0101  PID         -  CT0101
 CT0101  STATE/COUNTY-  TX/PALO PINTO
 CT0101  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0101
 CT0101                         *CURRENT SURVEY CONTROL
 CT0101  ___________________________________________________________________
 CT0101* NAD 83(1986)-  32 51 29.     (N)    098 05 31.     (W)     SCALED    
 CT0101* NAVD 88     -       307.457  (meters)    1008.72   (feet)  ADJUSTED  
 CT0101  ___________________________________________________________________
 CT0101  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CT0101  DYNAMIC HT  -         307.081 (meters)    1007.48  (feet)  COMP
 CT0101  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 CT0101
 CT0101  VERT ORDER  -  SECOND    CLASS 0
 CT0101
 CT0101.The horizontal coordinates were scaled from a topographic map and have
 CT0101.an estimated accuracy of +/- 6 seconds.
 CT0101
 CT0101.The orthometric height was determined by differential leveling
 CT0101.and adjusted by the National Geodetic Survey in June 1991..
 CT0101
 CT0101.The geoid height was determined by GEOID03.
 CT0101
 CT0101.The dynamic height is computed by dividing the NAVD 88
 CT0101.geopotential number by the normal gravity value computed on the
 CT0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0101.degrees latitude (g = 980.6199 gals.).
 CT0101
 CT0101.The modeled gravity was interpolated from observed gravity values.
 CT0101
 CT0101;                    North         East    Units  Estimated Accuracy
 CT0101;SPC TXNC     - 2,132,190.      638,190.      MT  (+/- 180 meters Scaled)
 CT0101
 CT0101                          SUPERSEDED SURVEY CONTROL
 CT0101
 CT0101  NGVD 29 (??/??/92)  307.353  (m)         1008.37   (f) ADJ UNCH    2 0
 CT0101
 CT0101.Superseded values are not recommended for survey control.
 CT0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0101.See file dsdata.txt to determine how the superseded data were derived.
 CT0101
 CT0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB849359(NAD 83)
 CT0101_MARKER: DB = BENCH MARK DISK
 CT0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0101_SP_SET: CULVERT
 CT0101_STAMPING: P 291 1934 1008.443
 CT0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0101
 CT0101  HISTORY     - Date     Condition        Report By
 CT0101  HISTORY     - 1934     MONUMENTED       CGS
 CT0101  HISTORY     - 1961     GOOD             NGS
 CT0101  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0101  HISTORY     - 20040327 GOOD             USPSQD
 CT0101
 CT0101                          STATION DESCRIPTION
 CT0101
 CT0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0101'3.65 MI N FROM MINERAL WELLS.
 CT0101'ABOUT 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0101'MINERAL WELLS, THENCE 3.6 MILES NORTH ALONG U. S. HIGHWAY 281, ABOUT
 CT0101'MIDWAY AND ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 91 FEET EAST OF
 CT0101'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 CT0101'EAST CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER AN OLD RAILROAD
 CT0101'GRADE, 182 FEET EAST OF AND ACROSS THE HIGHWAY FROM THE SOUTHEAST
 CT0101'CORNER OF A HOUSE, 10 FEET EAST OF THE CENTER LINE OF THE OLD RAILROAD
 CT0101'GRADE, ABOUT LEVEL WITH THE RAILROAD GRADE, AND ABOUT 1 FOOT BELOW THE
 CT0101'LEVEL OF THE HIGHWAY.
 CT0101
 CT0101                          STATION RECOVERY (1998)
 CT0101
 CT0101'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0101'MARK NOT FOUND.
 CT0101
 CT0101                          STATION RECOVERY (2004)
 CT0101
 CT0101'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1025 ***********************************************************************
 BZ1025  DESIGNATION -  P 292
 BZ1025  PID         -  BZ1025
 BZ1025  STATE/COUNTY-  TX/BOSQUE
 BZ1025  USGS QUAD   -  MERIDIAN (1979)
 BZ1025
 BZ1025                         *CURRENT SURVEY CONTROL
 BZ1025  ___________________________________________________________________
 BZ1025* NAD 83(1986)-  31 55 04.     (N)    097 38 07.     (W)     SCALED    
 BZ1025* NAVD 88     -       237.786  (meters)     780.14   (feet)  ADJUSTED  
 BZ1025  ___________________________________________________________________
 BZ1025  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BZ1025  DYNAMIC HT  -         237.487 (meters)     779.16  (feet)  COMP
 BZ1025  MODELED GRAV-     979,377.4   (mgal)                       NAVD 88
 BZ1025
 BZ1025  VERT ORDER  -  SECOND    CLASS 0
 BZ1025
 BZ1025.The horizontal coordinates were scaled from a topographic map and have
 BZ1025.an estimated accuracy of +/- 6 seconds.
 BZ1025
 BZ1025.The orthometric height was determined by differential leveling
 BZ1025.and adjusted by the National Geodetic Survey in June 1991..
 BZ1025
 BZ1025.The geoid height was determined by GEOID03.
 BZ1025
 BZ1025.The dynamic height is computed by dividing the NAVD 88
 BZ1025.geopotential number by the normal gravity value computed on the
 BZ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1025.degrees latitude (g = 980.6199 gals.).
 BZ1025
 BZ1025.The modeled gravity was interpolated from observed gravity values.
 BZ1025
 BZ1025;                    North         East    Units  Estimated Accuracy
 BZ1025;SPC TX C     - 3,252,650.      955,150.      MT  (+/- 180 meters Scaled)
 BZ1025
 BZ1025                          SUPERSEDED SURVEY CONTROL
 BZ1025
 BZ1025  NGVD 29 (??/??/92)  237.746  (m)          780.00   (f) ADJ UNCH    2 0
 BZ1025
 BZ1025.Superseded values are not recommended for survey control.
 BZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1025.See file dsdata.txt to determine how the superseded data were derived.
 BZ1025
 BZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA290321(NAD 83)
 BZ1025_MARKER: DB = BENCH MARK DISK
 BZ1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1025_STAMPING: P 292 1934
 BZ1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1025+STABILITY: SURFACE MOTION
 BZ1025
 BZ1025  HISTORY     - Date     Condition        Report By
 BZ1025  HISTORY     - 1934     MONUMENTED       CGS
 BZ1025  HISTORY     - 1966     GOOD             NGS
 BZ1025  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1025
 BZ1025                          STATION DESCRIPTION
 BZ1025
 BZ1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1025'1.5 MI SE FROM MERIDIAN.
 BZ1025'ABOUT 0.2 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1025'FROM THE STATION AT MERIDIAN, BOSQUE COUNTY, ABOUT 100 FEET NORTH OF
 BZ1025'BRIDGE 280 A, 40 FEET EAST OF THE CENTER LINE OF THE TRACK, AND AT A
 BZ1025'FENCE CORNER.  A STANDARD DISK, STAMPED P 292 1934 AND SET IN THE TOP
 BZ1025'OF A CONCRETE POST.
 BZ1025
 BZ1025                          STATION RECOVERY (2001)
 BZ1025
 BZ1025'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0761 ***********************************************************************
 CS0761  DESIGNATION -  P 294
 CS0761  PID         -  CS0761
 CS0761  STATE/COUNTY-  TX/ELLIS
 CS0761  USGS QUAD   -  ENNIS WEST (1978)
 CS0761
 CS0761                         *CURRENT SURVEY CONTROL
 CS0761  ___________________________________________________________________
 CS0761* NAD 83(1986)-  32 21 43.     (N)    096 39 01.     (W)     SCALED    
 CS0761* NAVD 88     -       168.427  (meters)     552.58   (feet)  ADJUSTED  
 CS0761  ___________________________________________________________________
 CS0761  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CS0761  DYNAMIC HT  -         168.231 (meters)     551.94  (feet)  COMP
 CS0761  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 CS0761
 CS0761  VERT ORDER  -  SECOND    CLASS 0
 CS0761
 CS0761.The horizontal coordinates were scaled from a topographic map and have
 CS0761.an estimated accuracy of +/- 6 seconds.
 CS0761
 CS0761.The orthometric height was determined by differential leveling
 CS0761.and adjusted by the National Geodetic Survey in June 1991..
 CS0761.WARNING-Repeat measurements at this control monument indicate possible
 CS0761.vertical movement.
 CS0761
 CS0761.The geoid height was determined by GEOID03.
 CS0761
 CS0761.The dynamic height is computed by dividing the NAVD 88
 CS0761.geopotential number by the normal gravity value computed on the
 CS0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0761.degrees latitude (g = 980.6199 gals.).
 CS0761
 CS0761.The modeled gravity was interpolated from observed gravity values.
 CS0761
 CS0761;                    North         East    Units  Estimated Accuracy
 CS0761;SPC TXNC     - 2,078,630.      774,080.      MT  (+/- 180 meters Scaled)
 CS0761
 CS0761                          SUPERSEDED SURVEY CONTROL
 CS0761
 CS0761  NGVD 29 (??/??/92)  168.425  (m)          552.57   (f) ADJ UNCH    2 0
 CS0761
 CS0761.Superseded values are not recommended for survey control.
 CS0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0761.See file dsdata.txt to determine how the superseded data were derived.
 CS0761
 CS0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA210829(NAD 83)
 CS0761_MARKER: DB = BENCH MARK DISK
 CS0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0761_STAMPING: P 294 1934
 CS0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0761+STABILITY: SURFACE MOTION
 CS0761
 CS0761  HISTORY     - Date     Condition        Report By
 CS0761  HISTORY     - 1934     MONUMENTED       CGS
 CS0761  HISTORY     - 1966     GOOD             NGS
 CS0761
 CS0761                          STATION DESCRIPTION
 CS0761
 CS0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0761'IN GARRETT.
 CS0761'AT GARRETT, ELLIS COUNTY, AT THE JUNCTION OF THE FORT WORTH BRANCH AND
 CS0761'THE MAIN LINE OF THE TEXAS AND NEW ORLEANS RAILROAD.  100 FEET NORTH
 CS0761'OF A THREE-BLOCK SWITCH, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 CS0761'DISK, STAMPED P 294 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CS0761'IT IS BELIEVED THE BENCH MARK MAY HAVE BEEN DESTROYED WHEN THE TRACKS
 CS0761'WERE REBUILT AND NEW SIGNALS WERE BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0063 ***********************************************************************
 DN0063  DESIGNATION -  P 295 RESET 1971
 DN0063  PID         -  DN0063
 DN0063  STATE/COUNTY-  TX/FANNIN
 DN0063  USGS QUAD   -  BONHAM (1984)
 DN0063
 DN0063                         *CURRENT SURVEY CONTROL
 DN0063  ___________________________________________________________________
 DN0063* NAD 83(1986)-  33 34 25.     (N)    096 11 49.     (W)     SCALED    
 DN0063* NAVD 88     -       184.81   (meters)     606.3    (feet)  RESET     
 DN0063  ___________________________________________________________________
 DN0063  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DN0063
 DN0063  VERT ORDER  -  THIRD
 DN0063
 DN0063.The horizontal coordinates were scaled from a topographic map and have
 DN0063.an estimated accuracy of +/- 6 seconds.
 DN0063
 DN0063.The orthometric height was computed from unverified reset data.
 DN0063
 DN0063.The geoid height was determined by GEOID03.
 DN0063
 DN0063;                    North         East    Units  Estimated Accuracy
 DN0063;SPC TXNC     - 2,213,810.      813,790.      MT  (+/- 180 meters Scaled)
 DN0063
 DN0063                          SUPERSEDED SURVEY CONTROL
 DN0063
 DN0063.No superseded survey control is available for this station.
 DN0063
 DN0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC601184(NAD 83)
 DN0063_MARKER: DB = BENCH MARK DISK
 DN0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0063_SP_SET: ABUTMENT
 DN0063_STAMPING: P 295 RESET 1971
 DN0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0063+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 DN0063
 DN0063  HISTORY     - Date     Condition        Report By
 DN0063  HISTORY     - 1971     MONUMENTED       TXHD
 DN0063  HISTORY     - 1972     GOOD             NGS
 DN0063  HISTORY     - 20020718 GOOD             INDIV
 DN0063
 DN0063                          STATION DESCRIPTION
 DN0063
 DN0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DN0063'1 MI W FROM BONHAM.
 DN0063'1 MILE WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM BONHAM, AT
 DN0063'OVERPASS 129.2 OVER STATE HIGHWAY 5 (NOW U. S. HIGHWAY 82) AND SET IN
 DN0063'THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT.
 DN0063
 DN0063                          STATION RECOVERY (2002)
 DN0063
 DN0063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0063'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE WITH EXCEPTION.
 DN0063'CORRECTED COORDINATES ARE (N 33 34.433  W 096 11.816)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0137 ***********************************************************************
 CR0137  DESIGNATION -  P 296
 CR0137  PID         -  CR0137
 CR0137  STATE/COUNTY-  TX/RUSK
 CR0137  USGS QUAD   -  HENDERSON (1973)
 CR0137
 CR0137                         *CURRENT SURVEY CONTROL
 CR0137  ___________________________________________________________________
 CR0137* NAD 83(1986)-  32 11 39.     (N)    094 49 38.     (W)     SCALED    
 CR0137* NAVD 88     -       132.649  (meters)     435.20   (feet)  ADJUSTED  
 CR0137  ___________________________________________________________________
 CR0137  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0137  DYNAMIC HT  -         132.493 (meters)     434.69  (feet)  COMP
 CR0137  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 CR0137
 CR0137  VERT ORDER  -  SECOND    CLASS 0
 CR0137
 CR0137.The horizontal coordinates were scaled from a topographic map and have
 CR0137.an estimated accuracy of +/- 6 seconds.
 CR0137
 CR0137.The orthometric height was determined by differential leveling
 CR0137.and adjusted by the National Geodetic Survey in June 1991..
 CR0137
 CR0137.The geoid height was determined by GEOID03.
 CR0137
 CR0137.The dynamic height is computed by dividing the NAVD 88
 CR0137.geopotential number by the normal gravity value computed on the
 CR0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0137.degrees latitude (g = 980.6199 gals.).
 CR0137
 CR0137.The modeled gravity was interpolated from observed gravity values.
 CR0137
 CR0137;                    North         East    Units  Estimated Accuracy
 CR0137;SPC TXNC     - 2,064,550.      946,240.      MT  (+/- 180 meters Scaled)
 CR0137
 CR0137                          SUPERSEDED SURVEY CONTROL
 CR0137
 CR0137  NGVD 29 (??/??/92)  132.668  (m)          435.26   (f) ADJ UNCH    2 0
 CR0137
 CR0137.Superseded values are not recommended for survey control.
 CR0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0137.See file dsdata.txt to determine how the superseded data were derived.
 CR0137
 CR0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR277634(NAD 83)
 CR0137_MARKER: DB = BENCH MARK DISK
 CR0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0137_STAMPING: P 296 1934
 CR0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0137+STABILITY: SURFACE MOTION
 CR0137
 CR0137  HISTORY     - Date     Condition        Report By
 CR0137  HISTORY     - 1934     MONUMENTED       CGS
 CR0137  HISTORY     - 1938     GOOD             NGS
 CR0137  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR0137
 CR0137                          STATION DESCRIPTION
 CR0137
 CR0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0137'3.8 MI NW FROM HENDERSON.
 CR0137'3.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE HIGH
 CR0137'SCHOOL AT HENDERSON, RUSK COUNTY, 70 YARDS EAST OF MILEPOST 12, 100
 CR0137'FEET WEST OF THE WEST SWITCH OF THE SIDING TO THE BEACON REFINERY, 33
 CR0137'FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST TARVIA ROAD, 30 FEET
 CR0137'NORTH OF THE MAIN TRACK, 15 FEET WEST OF A POLE, IN LINE WITH THE ROW
 CR0137'OF POLES, AND ABOUT 2 FEET HIGHER THAN THE RAIL.  A STANDARD DISK,
 CR0137'STAMPED P 296 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RR
 CR0137'CONSTR. IN AREA.
 CR0137
 CR0137                          STATION RECOVERY (1972)
 CR0137
 CR0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CR0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1309 ***********************************************************************
 BY1309  DESIGNATION -  P 297
 BY1309  PID         -  BY1309
 BY1309  STATE/COUNTY-  TX/CHEROKEE
 BY1309  USGS QUAD   -  RUSK (1973)
 BY1309
 BY1309                         *CURRENT SURVEY CONTROL
 BY1309  ___________________________________________________________________
 BY1309* NAD 83(1986)-  31 50 35.     (N)    095 08 32.     (W)     SCALED    
 BY1309* NAVD 88     -       152.80   (+/-2cm)     501.3    (feet)  VERTCON   
 BY1309  ___________________________________________________________________
 BY1309  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY1309
 BY1309  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1309
 BY1309.The horizontal coordinates were scaled from a topographic map and have
 BY1309.an estimated accuracy of +/- 6 seconds.
 BY1309
 BY1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1309.The vertical order pertains to the NGVD 29 superseded value.
 BY1309
 BY1309.The geoid height was determined by GEOID03.
 BY1309
 BY1309;                    North         East    Units  Estimated Accuracy
 BY1309;SPC TX C     - 3,252,740.    1,191,180.      MT  (+/- 180 meters Scaled)
 BY1309
 BY1309                          SUPERSEDED SURVEY CONTROL
 BY1309
 BY1309  NGVD 29 (??/??/92)  152.815  (m)          501.36   (f) ADJ UNCH    1 2
 BY1309
 BY1309.Superseded values are not recommended for survey control.
 BY1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1309.See file dsdata.txt to determine how the superseded data were derived.
 BY1309
 BY1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR972250(NAD 83)
 BY1309_MARKER: DB = BENCH MARK DISK
 BY1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1309_STAMPING: P 297 1934
 BY1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1309+STABILITY: SURFACE MOTION
 BY1309
 BY1309  HISTORY     - Date     Condition        Report By
 BY1309  HISTORY     - 1934     MONUMENTED       CGS
 BY1309  HISTORY     - 1952     GOOD             NGS
 BY1309  HISTORY     - 19910421 GOOD             USPSQD
 BY1309  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1309
 BY1309                          STATION DESCRIPTION
 BY1309
 BY1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1309'3.7 MI N FROM RUSK.
 BY1309'0.75 MILE NORTH ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 110 FROM THE
 BY1309'COURTHOUSE AT RUSK, THENCE 2.95 MILES NORTH ALONG FARM ROAD 854, 261
 BY1309'FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 68 FEET WEST OF THE
 BY1309'CENTER LINE OF THE FARM ROAD, 15.4 FEET NORTHWEST OF AN 18 INCH OAK
 BY1309'TREE, 15.6 FEET WEST OF A FENCE, 15.8 FEET WEST OF A WITNESS POST, SET
 BY1309'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BY1309'GROUND.
 BY1309
 BY1309                          STATION RECOVERY (1991)
 BY1309
 BY1309'RECOVERY NOTE BY US POWER SQUADRON 1991 (BA)
 BY1309'RECOVERED IN GOOD CONDITION.
 BY1309
 BY1309                          STATION RECOVERY (1996)
 BY1309
 BY1309'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0673 ***********************************************************************
 BY0673  DESIGNATION -  P 298
 BY0673  PID         -  BY0673
 BY0673  STATE/COUNTY-  TX/ANGELINA
 BY0673  USGS QUAD   -  KELTYS (1980)
 BY0673
 BY0673                         *CURRENT SURVEY CONTROL
 BY0673  ___________________________________________________________________
 BY0673* NAD 83(1986)-  31 22 00.     (N)    094 45 27.     (W)     SCALED    
 BY0673* NAVD 88     -       103.09   (+/-2cm)     338.2    (feet)  VERTCON   
 BY0673  ___________________________________________________________________
 BY0673  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0673
 BY0673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0673
 BY0673.The horizontal coordinates were scaled from a topographic map and have
 BY0673.an estimated accuracy of +/- 6 seconds.
 BY0673
 BY0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0673.The vertical order pertains to the NGVD 29 superseded value.
 BY0673
 BY0673.The geoid height was determined by GEOID03.
 BY0673
 BY0673;                    North         East    Units  Estimated Accuracy
 BY0673;SPC TX C     - 3,201,750.    1,230,190.      MT  (+/- 180 meters Scaled)
 BY0673
 BY0673                          SUPERSEDED SURVEY CONTROL
 BY0673
 BY0673  NGVD 29 (??/??/92)  103.145  (m)          338.40   (f) ADJ UNCH    2 0
 BY0673
 BY0673.Superseded values are not recommended for survey control.
 BY0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0673.See file dsdata.txt to determine how the superseded data were derived.
 BY0673
 BY0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ328715(NAD 83)
 BY0673_MARKER: DB = BENCH MARK DISK
 BY0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0673_SP_SET: ABUTMENT
 BY0673_STAMPING: P 298 1934
 BY0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0673
 BY0673  HISTORY     - Date     Condition        Report By
 BY0673  HISTORY     - 1934     MONUMENTED       CGS
 BY0673  HISTORY     - 1939     GOOD             NGS
 BY0673  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0673
 BY0673                          STATION DESCRIPTION
 BY0673
 BY0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0673'2.7 MI NW FROM LUFKIN.
 BY0673'2.7 MILES NW OF AND ALONG THE ST. L. AND SW. R. R. 6 FEET NE OF THE
 BY0673'CENTER OF THE TRACK.  SET HORIZONTALLY ON TOP OF THE E CONCRETE
 BY0673'ABUTMENT OF OVER PASS FOR U. S. HIGHWAY 69.  80 FEET SE OF MILE POST
 BY0673'633/15.
 BY0673
 BY0673                          STATION RECOVERY (1939)
 BY0673
 BY0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 BY0673'RECOVERED IN GOOD CONDITION.
 BY0673
 BY0673                          STATION RECOVERY (1998)
 BY0673
 BY0673'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0674 ***********************************************************************
 BY0674  DESIGNATION -  P 298 RESET 1963
 BY0674  PID         -  BY0674
 BY0674  STATE/COUNTY-  TX/ANGELINA
 BY0674  USGS QUAD   -  KELTYS (1980)
 BY0674
 BY0674                         *CURRENT SURVEY CONTROL
 BY0674  ___________________________________________________________________
 BY0674* NAD 83(1986)-  31 21 58.     (N)    094 45 25.     (W)     SCALED    
 BY0674* NAVD 88     -       104.73   (+/-2cm)     343.6    (feet)  VERTCON   
 BY0674  ___________________________________________________________________
 BY0674  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0674
 BY0674  VERT ORDER  -  THIRD (See Below)
 BY0674
 BY0674.The horizontal coordinates were scaled from a topographic map and have
 BY0674.an estimated accuracy of +/- 6 seconds.
 BY0674
 BY0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0674.The vertical order pertains to the NGVD 29 superseded value.
 BY0674
 BY0674.The geoid height was determined by GEOID03.
 BY0674
 BY0674;                    North         East    Units  Estimated Accuracy
 BY0674;SPC TX C     - 3,201,690.    1,230,250.      MT  (+/- 180 meters Scaled)
 BY0674
 BY0674                          SUPERSEDED SURVEY CONTROL
 BY0674
 BY0674  NGVD 29 (01/29/03)  104.78   (m)          343.8    (f) RESET       3  
 BY0674
 BY0674.Superseded values are not recommended for survey control.
 BY0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0674.See file dsdata.txt to determine how the superseded data were derived.
 BY0674
 BY0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ329715(NAD 83)
 BY0674_MARKER: DB = BENCH MARK DISK
 BY0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0674_SP_SET: ABUTMENT
 BY0674_STAMPING: P 298 RESET 1963
 BY0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY0674+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY0674
 BY0674  HISTORY     - Date     Condition        Report By
 BY0674  HISTORY     - 1963     MONUMENTED       TXHD
 BY0674  HISTORY     - 1964     GOOD             NGS
 BY0674  HISTORY     - 19980919 GOOD             USPSQD
 BY0674  HISTORY     - 20050710 GOOD             USPSQD
 BY0674
 BY0674                          STATION DESCRIPTION
 BY0674
 BY0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BY0674'2.7 MI NW FROM LUFKIN.
 BY0674'2.7 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 BY0674'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LUFKIN, ANGELINA COUNTY,
 BY0674'AT THE OVERPASS FOR STATE HIGHWAY 103, AND SET IN THE TOP OF THE EAST
 BY0674'CONCRETE ABUTMENT, 7 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 BY0674'ABOUT 1/2 FOOT LOWER THAN THE RAIL.
 BY0674
 BY0674                          STATION RECOVERY (1998)
 BY0674
 BY0674'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0674'RECOVERED IN GOOD CONDITION.
 BY0674
 BY0674                          STATION RECOVERY (2005)
 BY0674
 BY0674'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2339 ***********************************************************************
 CS2339  DESIGNATION -  P 3
 CS2339  PID         -  CS2339
 CS2339  STATE/COUNTY-  TX/TARRANT
 CS2339  USGS QUAD   -  CRESSON (1973)
 CS2339
 CS2339                         *CURRENT SURVEY CONTROL
 CS2339  ___________________________________________________________________
 CS2339* NAD 83(1986)-  32 33 22.     (N)    097 32 50.     (W)     SCALED    
 CS2339* NAVD 88     -       288.082  (meters)     945.15   (feet)  ADJUSTED  
 CS2339  ___________________________________________________________________
 CS2339  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CS2339  DYNAMIC HT  -         287.736 (meters)     944.01  (feet)  COMP
 CS2339  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 CS2339
 CS2339  VERT ORDER  -  FIRST     CLASS II
 CS2339
 CS2339.The horizontal coordinates were scaled from a topographic map and have
 CS2339.an estimated accuracy of +/- 6 seconds.
 CS2339
 CS2339.The orthometric height was determined by differential leveling
 CS2339.and adjusted by the National Geodetic Survey in June 1991..
 CS2339
 CS2339.The geoid height was determined by GEOID03.
 CS2339
 CS2339.The dynamic height is computed by dividing the NAVD 88
 CS2339.geopotential number by the normal gravity value computed on the
 CS2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2339.degrees latitude (g = 980.6199 gals.).
 CS2339
 CS2339.The modeled gravity was interpolated from observed gravity values.
 CS2339
 CS2339;                    North         East    Units  Estimated Accuracy
 CS2339;SPC TXNC     - 2,099,040.      689,470.      MT  (+/- 180 meters Scaled)
 CS2339
 CS2339                          SUPERSEDED SURVEY CONTROL
 CS2339
 CS2339  NGVD 29 (??/??/92)  288.068  (m)          945.10   (f) ADJ UNCH    1 2
 CS2339
 CS2339.Superseded values are not recommended for survey control.
 CS2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2339.See file dsdata.txt to determine how the superseded data were derived.
 CS2339
 CS2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB363030(NAD 83)
 CS2339_MARKER: Q = CHISELED SQUARE
 CS2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2339_SP_SET: STONE POST
 CS2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2339+STABILITY: SURFACE MOTION
 CS2339
 CS2339  HISTORY     - Date     Condition        Report By
 CS2339  HISTORY     - UNK      MONUMENTED       CGS
 CS2339  HISTORY     - 1966     GOOD             NGS
 CS2339  HISTORY     - 19970301 GOOD             USPSQD
 CS2339
 CS2339                          STATION DESCRIPTION
 CS2339
 CS2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2339'4.4 MI NE FROM CRESSON.
 CS2339'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF U.
 CS2339'S. HIGHWAY 377 IN CRESSON, THENCE 4.5 MILES NORTHEAST ALONG COUNTY
 CS2339'ROAD 1042 TO SITE OF BENCH MARK, 140 PACES EAST OF THE ROAD CROSSING
 CS2339'OF THE A.T. AND SANTA FE RAILROAD, 42 FEET NORTH OF THE NORTH TRACK,
 CS2339'11 FEET NORTHEAST OF A TELEGRAPH POLE, AND 1 FOOT SOUTH OF THE
 CS2339'RIGHT-OF-WAY FENCE.  A 4 X 4 IN. STONE POST WITH A CHISELED SQUARE IN
 CS2339'THE TOP.  THE POST PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF GROUND.
 CS2339
 CS2339                          STATION RECOVERY (1997)
 CS2339
 CS2339'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0221 ***********************************************************************
 AB0221  DESIGNATION -  P 30 C CO
 AB0221  PID         -  AB0221
 AB0221  STATE/COUNTY-  TX/CAMERON
 AB0221  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0221
 AB0221                         *CURRENT SURVEY CONTROL
 AB0221  ___________________________________________________________________
 AB0221* NAD 83(1986)-  26 05 26.     (N)    097 20 53.     (W)     SCALED    
 AB0221* NAVD 88     -         3.083  (meters)      10.11   (feet)  ADJUSTED  
 AB0221  ___________________________________________________________________
 AB0221  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AB0221  DYNAMIC HT  -           3.078 (meters)      10.10  (feet)  COMP
 AB0221  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 AB0221
 AB0221  VERT ORDER  -  FIRST     CLASS II
 AB0221
 AB0221.The horizontal coordinates were scaled from a topographic map and have
 AB0221.an estimated accuracy of +/- 6 seconds.
 AB0221
 AB0221.The orthometric height was determined by differential leveling
 AB0221.and adjusted by the National Geodetic Survey in June 1991..
 AB0221.WARNING-Repeat measurements at this control monument indicate possible
 AB0221.vertical movement.
 AB0221
 AB0221.The geoid height was determined by GEOID03.
 AB0221
 AB0221.The dynamic height is computed by dividing the NAVD 88
 AB0221.geopotential number by the normal gravity value computed on the
 AB0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0221.degrees latitude (g = 980.6199 gals.).
 AB0221
 AB0221.The modeled gravity was interpolated from observed gravity values.
 AB0221
 AB0221;                    North         East    Units  Estimated Accuracy
 AB0221;SPC TX S     - 5,047,490.      415,240.      MT  (+/- 180 meters Scaled)
 AB0221
 AB0221                          SUPERSEDED SURVEY CONTROL
 AB0221
 AB0221  NGVD 29 (??/??/92)    3.186  (m)           10.45   (f) ADJ UNCH    1 2
 AB0221
 AB0221.Superseded values are not recommended for survey control.
 AB0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0221.See file dsdata.txt to determine how the superseded data were derived.
 AB0221
 AB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP652867(NAD 83)
 AB0221_MARKER: DD = SURVEY DISK
 AB0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0221_SP_SET: CULVERT
 AB0221_STAMPING: 10.34 P 30
 AB0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0221
 AB0221  HISTORY     - Date     Condition        Report By
 AB0221  HISTORY     - UNK      MONUMENTED
 AB0221  HISTORY     - 1951     GOOD             NGS
 AB0221  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0221  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0221  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0221
 AB0221                          STATION DESCRIPTION
 AB0221
 AB0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0221'9.2 MI W FROM PORT ISABEL.
 AB0221'9.2 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0221'ISABEL, CAMERON COUNTY, 225 FEET EAST OF THE JUNCTION OF THE BUENA
 AB0221'VISTA ROAD, AT A SMALL CONCRETE CULVERT, IN THE CENTER OF THE TOP OF
 AB0221'THE NORTH HEADWALL, 16 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0221'AND 2 FEET HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK.
 AB0221
 AB0221                          STATION RECOVERY (1963)
 AB0221
 AB0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0221'MARK NOT FOUND.
 AB0221
 AB0221                          STATION RECOVERY (1981)
 AB0221
 AB0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0221'SEARCHED FOR NOT RECOVERED THIS DATE.
 AB0221
 AB0221                          STATION RECOVERY (1987)
 AB0221
 AB0221'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2046 ***********************************************************************
 CS2046  DESIGNATION -  P 301
 CS2046  PID         -  CS2046
 CS2046  STATE/COUNTY-  TX/HILL
 CS2046  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2046
 CS2046                         *CURRENT SURVEY CONTROL
 CS2046  ___________________________________________________________________
 CS2046* NAD 83(1986)-  32 03 58.     (N)    097 07 29.     (W)     SCALED    
 CS2046* NAVD 88     -       198.203  (meters)     650.27   (feet)  ADJUSTED  
 CS2046  ___________________________________________________________________
 CS2046  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS2046  DYNAMIC HT  -         197.959 (meters)     649.47  (feet)  COMP
 CS2046  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 CS2046
 CS2046  VERT ORDER  -  FIRST     CLASS II
 CS2046
 CS2046.The horizontal coordinates were scaled from a topographic map and have
 CS2046.an estimated accuracy of +/- 6 seconds.
 CS2046
 CS2046.The orthometric height was determined by differential leveling
 CS2046.and adjusted by the National Geodetic Survey in June 1991..
 CS2046.WARNING-Repeat measurements at this control monument indicate possible
 CS2046.vertical movement.
 CS2046
 CS2046.The geoid height was determined by GEOID03.
 CS2046
 CS2046.The dynamic height is computed by dividing the NAVD 88
 CS2046.geopotential number by the normal gravity value computed on the
 CS2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2046.degrees latitude (g = 980.6199 gals.).
 CS2046
 CS2046.The modeled gravity was interpolated from observed gravity values.
 CS2046
 CS2046;                    North         East    Units  Estimated Accuracy
 CS2046;SPC TXNC     - 2,045,150.      729,860.      MT  (+/- 180 meters Scaled)
 CS2046
 CS2046                          SUPERSEDED SURVEY CONTROL
 CS2046
 CS2046  NGVD 29 (??/??/92)  198.160  (m)          650.13   (f) ADJ UNCH    1 2
 CS2046
 CS2046.Superseded values are not recommended for survey control.
 CS2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2046.See file dsdata.txt to determine how the superseded data were derived.
 CS2046
 CS2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA770493(NAD 83)
 CS2046_MARKER: DB = BENCH MARK DISK
 CS2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2046_STAMPING: P 301 1934
 CS2046_MARK LOGO: CGS   
 CS2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2046+STABILITY: SURFACE MOTION
 CS2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2046+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 CS2046
 CS2046  HISTORY     - Date     Condition        Report By
 CS2046  HISTORY     - 1934     MONUMENTED       CGS
 CS2046  HISTORY     - 1983     GOOD             NGS
 CS2046  HISTORY     - 19990227 GOOD             USPSQD
 CS2046  HISTORY     - 20040107 GOOD             JCLS
 CS2046
 CS2046                          STATION DESCRIPTION
 CS2046
 CS2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS2046'4.1 MI N FROM HILLSBORO.
 CS2046'4.1 MI N OF AND ALONG THE M K AND T R R 78 FEET N OF MILE POST 808. 38
 CS2046'FEET E OF CENTER OF TRACK.  12 FEET W OF R/W FENCE.
 CS2046
 CS2046                          STATION RECOVERY (1983)
 CS2046
 CS2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2046'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION, 0.3 METER
 CS2046'(1.0 FT) SOUTH OF A WITNESS POST.
 CS2046
 CS2046                          STATION RECOVERY (1999)
 CS2046
 CS2046'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2046'RECOVERED IN GOOD CONDITION.
 CS2046
 CS2046                          STATION RECOVERY (2004)
 CS2046
 CS2046'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 CS2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1902 ***********************************************************************
 BK1902  DESIGNATION -  P 302
 BK1902  PID         -  BK1902
 BK1902  STATE/COUNTY-  TX/NEWTON
 BK1902  USGS QUAD   -  JAMESTOWN (1984)
 BK1902
 BK1902                         *CURRENT SURVEY CONTROL
 BK1902  ___________________________________________________________________
 BK1902* NAD 83(1986)-  30 59 31.     (N)    093 47 48.     (W)     SCALED    
 BK1902* NAVD 88     -        87.94   (+/-2cm)     288.5    (feet)  VERTCON   
 BK1902  ___________________________________________________________________
 BK1902  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BK1902
 BK1902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1902
 BK1902.The horizontal coordinates were scaled from a topographic map and have
 BK1902.an estimated accuracy of +/- 6 seconds.
 BK1902
 BK1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1902.The vertical order pertains to the NGVD 29 superseded value.
 BK1902
 BK1902.The geoid height was determined by GEOID03.
 BK1902
 BK1902;                    North         East    Units  Estimated Accuracy
 BK1902;SPC TX C     - 3,165,250.    1,323,900.      MT  (+/- 180 meters Scaled)
 BK1902
 BK1902                          SUPERSEDED SURVEY CONTROL
 BK1902
 BK1902  NGVD 29 (??/??/??)   87.969  (m)          288.61   (f) ADJUSTED    2 0
 BK1902
 BK1902.Superseded values are not recommended for survey control.
 BK1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1902.See file dsdata.txt to determine how the superseded data were derived.
 BK1902
 BK1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ239289(NAD 83)
 BK1902_MARKER: DB = BENCH MARK DISK
 BK1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1902_STAMPING: P 302 1935
 BK1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1902+STABILITY: SURFACE MOTION
 BK1902
 BK1902  HISTORY     - Date     Condition        Report By
 BK1902  HISTORY     - 1935     MONUMENTED       CGS
 BK1902
 BK1902                          STATION DESCRIPTION
 BK1902
 BK1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1902'6 MI SW FROM WIERGATE.
 BK1902'6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM WIERGATE, NEWTON
 BK1902'COUNTY, 1.0 MILE SOUTH OF A COUNTRY SCHOOL, 0.2 MILE SOUTH OF A
 BK1902'FARMHOUSE, AT THE FOOT OF A HILL, 30 FEET EAST OF THE CENTERLINE OF
 BK1902'THE HIGHWAY, AND 2 FEET WEST OF THE RAIL FENCE.  A STANDARD DISK,
 BK1902'STAMPED P 302 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0024 ***********************************************************************
 BL0024  DESIGNATION -  P 304
 BL0024  PID         -  BL0024
 BL0024  STATE/COUNTY-  TX/TYLER
 BL0024  USGS QUAD   -  WARREN (1984)
 BL0024
 BL0024                         *CURRENT SURVEY CONTROL
 BL0024  ___________________________________________________________________
 BL0024* NAD 83(1986)-  30 32 41.     (N)    094 24 04.     (W)     SCALED    
 BL0024* NAVD 88     -        36.94   (+/-2cm)     121.2    (feet)  VERTCON   
 BL0024  ___________________________________________________________________
 BL0024  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL0024
 BL0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0024
 BL0024.The horizontal coordinates were scaled from a topographic map and have
 BL0024.an estimated accuracy of +/- 6 seconds.
 BL0024
 BL0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0024.The vertical order pertains to the NGVD 29 superseded value.
 BL0024
 BL0024.The geoid height was determined by GEOID03.
 BL0024
 BL0024;                    North         East    Units  Estimated Accuracy
 BL0024;SPC TX C     - 3,112,510.    1,268,910.      MT  (+/- 180 meters Scaled)
 BL0024
 BL0024                          SUPERSEDED SURVEY CONTROL
 BL0024
 BL0024  NGVD 29 (??/??/92)   36.939  (m)          121.19   (f) ADJ UNCH    2 0
 BL0024
 BL0024.Superseded values are not recommended for survey control.
 BL0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0024.See file dsdata.txt to determine how the superseded data were derived.
 BL0024
 BL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP656799(NAD 83)
 BL0024_MARKER: DB = BENCH MARK DISK
 BL0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0024_STAMPING: P 304 1934
 BL0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0024+STABILITY: SURFACE MOTION
 BL0024
 BL0024  HISTORY     - Date     Condition        Report By
 BL0024  HISTORY     - 1934     MONUMENTED       CGS
 BL0024
 BL0024                          STATION DESCRIPTION
 BL0024
 BL0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0024'2.5 MI N FROM VILLAGE MILLS.
 BL0024'2.5 MI N OF AND ALONG THE S P R R 0.1 MILE S OF MILE POST 68.  14
 BL0024'YARDS E OF CENTER OF TRACK.  40 YARDS SW OF A FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4435 ***********************************************************************
 AW4435  DESIGNATION -  P 306
 AW4435  PID         -  AW4435
 AW4435  STATE/COUNTY-  TX/FORT BEND
 AW4435  USGS QUAD   -  KENDLETON (1981)
 AW4435
 AW4435                         *CURRENT SURVEY CONTROL
 AW4435  ___________________________________________________________________
 AW4435* NAD 83(1986)-  29 27 40.     (N)    095 58 38.     (W)     SCALED    
 AW4435* NAVD 88     -        30.257  (meters)      99.27   (feet)  ADJUSTED  
 AW4435  ___________________________________________________________________
 AW4435  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW4435  DYNAMIC HT  -          30.215 (meters)      99.13  (feet)  COMP
 AW4435  MODELED GRAV-     979,253.4   (mgal)                       NAVD 88
 AW4435
 AW4435  VERT ORDER  -  FIRST     CLASS I
 AW4435
 AW4435.The horizontal coordinates were scaled from a topographic map and have
 AW4435.an estimated accuracy of +/- 6 seconds.
 AW4435
 AW4435.The orthometric height was determined by differential leveling
 AW4435.and adjusted by the National Geodetic Survey in June 1991..
 AW4435
 AW4435.The geoid height was determined by GEOID03.
 AW4435
 AW4435.The dynamic height is computed by dividing the NAVD 88
 AW4435.geopotential number by the normal gravity value computed on the
 AW4435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4435.degrees latitude (g = 980.6199 gals.).
 AW4435
 AW4435.The modeled gravity was interpolated from observed gravity values.
 AW4435
 AW4435;                    North         East    Units  Estimated Accuracy
 AW4435;SPC TXSC     - 4,184,190.      893,150.      MT  (+/- 180 meters Scaled)
 AW4435
 AW4435                          SUPERSEDED SURVEY CONTROL
 AW4435
 AW4435  NGVD 29 (12/23/87)   30.256  (m)           99.26   (f) ADJUSTED    1 1
 AW4435
 AW4435.Superseded values are not recommended for survey control.
 AW4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4435.See file dsdata.txt to determine how the superseded data were derived.
 AW4435
 AW4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN112627(NAD 83)
 AW4435_MARKER: DB = BENCH MARK DISK
 AW4435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4435_SP_SET: CONCRETE POST
 AW4435_STAMPING: P 306 1935
 AW4435_MARK LOGO: CGS   
 AW4435_PROJECTION: PROJECTING 7 CENTIMETERS
 AW4435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4435+STABILITY: SURFACE MOTION
 AW4435
 AW4435  HISTORY     - Date     Condition        Report By
 AW4435  HISTORY     - 1935     MONUMENTED       CGS
 AW4435  HISTORY     - 1943     GOOD             NGS
 AW4435  HISTORY     - 1987     GOOD             NGS
 AW4435  HISTORY     - 1990     GOOD             USPSQD
 AW4435  HISTORY     - 19951210 GOOD             USPSQD
 AW4435  HISTORY     - 19971122 GOOD             USPSQD
 AW4435  HISTORY     - 19980207 GOOD             USPSQD
 AW4435
 AW4435                          STATION DESCRIPTION
 AW4435
 AW4435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4435'12.6 MI SW FROM ROSENBERG.
 AW4435'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT ROSENBERG,
 AW4435'PROCEED 12.6 MILES SOUTHWESTERLY ALONG THE TRACK TO MILE POST NO.12
 AW4435'AND SITE OF BENCH MARK.  BENCH MARK IS 0.4 MILE NORTHEAST OF AND
 AW4435'ACROSS THE HIGHWAY FROM THE KENDLETON NEGRO SCHOOL NO.2.  IT IS 60.0
 AW4435'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY NO. 59, 40.0 FEET
 AW4435'SOUTHEAST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE RAILROAD
 AW4435'TRACK, 12.7 FEET SOUTHWEST OF MILE POST NO.12.  MONUMENT IS 2.4 FEET
 AW4435'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT
 AW4435'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 1.1 MILE NORTHEAST OF THE
 AW4435'RAILROAD STATION AT KENDLETON.  A DISK SET IN A CONCRETE POST.
 AW4435
 AW4435                          STATION RECOVERY (1987)
 AW4435
 AW4435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4435'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.86 KM (1.15
 AW4435'MI) NORTHEAST ALONG BUSINESS ROUTE 59 FROM THE JUNCTION OF FM ROAD
 AW4435'2919 IN KENDLETON, THENCE 0.76 KM (0.47 MI) NORTHEAST ALONG US HIGHWAY
 AW4435'59, 64.9 METERS (213 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 AW4435'LANES OF THE HIGHWAY, 24.0 METERS (79.0 FT) NORTHWEST OF THE
 AW4435'CENTERLINE OF A SOUTHBOUND OFF-RAMP, 11.4 METERS (37.5 FT) SOUTHEAST
 AW4435'OF THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD,
 AW4435'3.8 METERS (12.7 FT) SOUTHWEST OF RAILROAD MILEPOST 12.
 AW4435'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AW4435'THE MARK IS 0.5 M BELOW THE OFF-RAMP.
 AW4435
 AW4435                          STATION RECOVERY (1990)
 AW4435
 AW4435'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW4435'RECOVERED IN GOOD CONDITION.
 AW4435
 AW4435                          STATION RECOVERY (1995)
 AW4435
 AW4435'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4435'RECOVERED IN GOOD CONDITION.
 AW4435
 AW4435                          STATION RECOVERY (1997)
 AW4435
 AW4435'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4435'RECOVERED IN GOOD CONDITION.
 AW4435
 AW4435                          STATION RECOVERY (1998)
 AW4435
 AW4435'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0337 ***********************************************************************
 AX0337  DESIGNATION -  P 307
 AX0337  PID         -  AX0337
 AX0337  STATE/COUNTY-  TX/WHARTON
 AX0337  USGS QUAD   -  EL CAMPO (1981)
 AX0337
 AX0337                         *CURRENT SURVEY CONTROL
 AX0337  ___________________________________________________________________
 AX0337* NAD 83(1986)-  29 11 38.     (N)    096 16 19.     (W)     SCALED    
 AX0337* NAVD 88     -        31.591  (meters)     103.64   (feet)  ADJUSTED  
 AX0337  ___________________________________________________________________
 AX0337  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0337  DYNAMIC HT  -          31.546 (meters)     103.50  (feet)  COMP
 AX0337  MODELED GRAV-     979,235.6   (mgal)                       NAVD 88
 AX0337
 AX0337  VERT ORDER  -  FIRST     CLASS I
 AX0337
 AX0337.The horizontal coordinates were scaled from a topographic map and have
 AX0337.an estimated accuracy of +/- 6 seconds.
 AX0337
 AX0337.The orthometric height was determined by differential leveling
 AX0337.and adjusted by the National Geodetic Survey in June 1991..
 AX0337
 AX0337.The geoid height was determined by GEOID03.
 AX0337
 AX0337.The dynamic height is computed by dividing the NAVD 88
 AX0337.geopotential number by the normal gravity value computed on the
 AX0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0337.degrees latitude (g = 980.6199 gals.).
 AX0337
 AX0337.The modeled gravity was interpolated from observed gravity values.
 AX0337
 AX0337;                    North         East    Units  Estimated Accuracy
 AX0337;SPC TXSC     - 4,153,880.      865,260.      MT  (+/- 180 meters Scaled)
 AX0337
 AX0337                          SUPERSEDED SURVEY CONTROL
 AX0337
 AX0337  NGVD 29 (12/23/87)   31.596  (m)          103.66   (f) ADJUSTED    1 1
 AX0337
 AX0337.Superseded values are not recommended for survey control.
 AX0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0337.See file dsdata.txt to determine how the superseded data were derived.
 AX0337
 AX0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT652325(NAD 83)
 AX0337_MARKER: DB = BENCH MARK DISK
 AX0337_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AX0337+WITH SETTING: PAVEMENT
 AX0337_SP_SET: STANDPIPE BASE
 AX0337_STAMPING: P 307 1935
 AX0337_MARK LOGO: CGS   
 AX0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0337+STABILITY: SURFACE MOTION
 AX0337
 AX0337  HISTORY     - Date     Condition        Report By
 AX0337  HISTORY     - 1935     MONUMENTED       CGS
 AX0337  HISTORY     - 1943     GOOD             CGS
 AX0337  HISTORY     - 1987     GOOD             NGS
 AX0337  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0337  HISTORY     - 20050428 GOOD             USPSQD
 AX0337
 AX0337                          STATION DESCRIPTION
 AX0337
 AX0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0337'IN EL CAMPO.
 AX0337'AT EL CAMPO, WHARTON COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD,
 AX0337'318 FEET SOUTHWEST OF THE SOUTHWEST END OF THE STATION, FEET SOUTHWEST
 AX0337'OF MILEPOST 39, 81 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN
 AX0337'TRACK, AT THE SITE OF AN ABANDONED STANDPIPE, AND IN THE TOP OF THE
 AX0337'WEST EDGE OF THE CIRCULAR CONCRETE BASE.  A STANDARD DISK, STAMPED P
 AX0337'307 1935.
 AX0337
 AX0337                          STATION RECOVERY (1943)
 AX0337
 AX0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0337'AT EL CAMPO, BENCH MARK IS ABOUT 318.0 FEET SOUTHWEST OF THE
 AX0337'SOUTHWEST OF THE END OF THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC)
 AX0337'RAILROAD STATION AT EL CAMPO, AND ABOUT 81.0 FEET NORTHWEST OF THE
 AX0337'CENTERLINE OF THE MAIN TRACK. IT IS ABOUT 75.0 FEET SOUTHWEST OF
 AX0337'MILEPOST 39, AND SET HORIZONTALLY IN THE WEST EDGE OF AN ABANDONED
 AX0337'ROUND CONCRETE BASE (FORMERLY THE BASE OF A STAND PIPE.) A DISK SET
 AX0337'IN A DRILL HOLE.
 AX0337
 AX0337                          STATION RECOVERY (1987)
 AX0337
 AX0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0337'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.36 KM (0.22
 AX0337'MI) SOUTHWEST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION OF STATE
 AX0337'HIGHWAY 71 IN EL CAMPO, THENCE 0.14 KM (0.09 MI) SOUTHEAST ALONG
 AX0337'HOSKINS BROADWAY, 17.6 METERS (58.0 FT) NORTHEAST OF THE CENTERLINE OF
 AX0337'THE BROADWAY, 19.9 METERS (65.5 FT) SOUTHEAST OF THE CENTERLINE OF
 AX0337'MONSERATTE STREET, IN TOP AND AT THE WEST EDGE OF A 15 FT ROUND
 AX0337'CONCRETE BASE FOR AN ABANDONED STAND PIPE.
 AX0337'THE MARK IS 0.3 M ABOVE THE STREETS.
 AX0337
 AX0337                          STATION RECOVERY (1990)
 AX0337
 AX0337'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0337'MARK NOT FOUND.
 AX0337
 AX0337                          STATION RECOVERY (2005)
 AX0337
 AX0337'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX0337'MARKER IS ALSO 23 FT SW OF THE SW SIDE OF A BRICK BUILDING WITH AN
 AX0337'ADDRESS OF 309 MONSERATTE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0326 ***********************************************************************
 BL0326  DESIGNATION -  P 308
 BL0326  PID         -  BL0326
 BL0326  STATE/COUNTY-  TX/HARDIN
 BL0326  USGS QUAD   -  SILSBEE (1984)
 BL0326
 BL0326                         *CURRENT SURVEY CONTROL
 BL0326  ___________________________________________________________________
 BL0326* NAD 83(1986)-  30 21 10.     (N)    094 11 10.     (W)     SCALED    
 BL0326* NAVD 88     -        26.86   (+/-2cm)      88.1    (feet)  VERTCON   
 BL0326  ___________________________________________________________________
 BL0326  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0326
 BL0326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0326
 BL0326.The horizontal coordinates were scaled from a topographic map and have
 BL0326.an estimated accuracy of +/- 6 seconds.
 BL0326
 BL0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0326.The vertical order pertains to the NGVD 29 superseded value.
 BL0326
 BL0326.The geoid height was determined by GEOID03.
 BL0326
 BL0326;                    North         East    Units  Estimated Accuracy
 BL0326;SPC TX C     - 3,092,390.    1,290,680.      MT  (+/- 180 meters Scaled)
 BL0326
 BL0326                          SUPERSEDED SURVEY CONTROL
 BL0326
 BL0326  NGVD 29 (??/??/92)   26.846  (m)           88.08   (f) ADJ UNCH    2 0
 BL0326
 BL0326.Superseded values are not recommended for survey control.
 BL0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0326.See file dsdata.txt to determine how the superseded data were derived.
 BL0326
 BL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP860584(NAD 83)
 BL0326_MARKER: DB = BENCH MARK DISK
 BL0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0326_STAMPING: 11 P 308 1935
 BL0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0326+STABILITY: SURFACE MOTION
 BL0326
 BL0326  HISTORY     - Date     Condition        Report By
 BL0326  HISTORY     - 1935     MONUMENTED       CGS
 BL0326  HISTORY     - 1941     GOOD             NGS
 BL0326  HISTORY     - 1977     MARK NOT FOUND   NGS
 BL0326  HISTORY     - 19971105 MARK NOT FOUND   USPSQD
 BL0326
 BL0326                          STATION DESCRIPTION
 BL0326
 BL0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 BL0326'IN SILSBEE.
 BL0326'AT SILSBEE, HARDIN COUNTY, ON THE GULF, COLORADO AND SANTA FE RAILWAY,
 BL0326'ABOUT 150 YARDS WEST OF THE ROUND HOUSE, 174 FEET NORTH OF THE
 BL0326'CENTERLINE OF THE MAIN TRACK, 78 FEET EAST OF A HOUSE, OPPOSITE A
 BL0326'DERAIL SIGN, AND 28 FEET EAST OF A V-TYPE FENCE CORNER.  A STANDARD
 BL0326'DISK, STAMPED 11 P 308 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BL0326
 BL0326                          STATION RECOVERY (1977)
 BL0326
 BL0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BL0326'MARK NOT FOUND.
 BL0326
 BL0326                          STATION RECOVERY (1997)
 BL0326
 BL0326'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2391 ***********************************************************************
 AW2391  DESIGNATION -  P 309
 AW2391  PID         -  AW2391
 AW2391  STATE/COUNTY-  TX/JEFFERSON
 AW2391  USGS QUAD   -  FANNETT WEST (1993)
 AW2391
 AW2391                         *CURRENT SURVEY CONTROL
 AW2391  ___________________________________________________________________
 AW2391* NAD 83(1986)-  29 55 30.     (N)    094 15 06.     (W)     SCALED    
 AW2391* NAVD 88     -         5.36   (+/-2cm)      17.6    (feet)  VERTCON   
 AW2391  ___________________________________________________________________
 AW2391  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2391
 AW2391  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2391
 AW2391.The horizontal coordinates were scaled from a topographic map and have
 AW2391.an estimated accuracy of +/- 6 seconds.
 AW2391
 AW2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2391.The vertical order pertains to the NGVD 29 superseded value.
 AW2391
 AW2391.The geoid height was determined by GEOID03.
 AW2391
 AW2391;                    North         East    Units  Estimated Accuracy
 AW2391;SPC TXSC     - 4,241,120.    1,058,330.      MT  (+/- 180 meters Scaled)
 AW2391
 AW2391                          SUPERSEDED SURVEY CONTROL
 AW2391
 AW2391  NGVD 29 (??/??/92)    5.365  (m)           17.60   (f) ADJ UNCH    1 2
 AW2391
 AW2391.Superseded values are not recommended for survey control.
 AW2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2391.See file dsdata.txt to determine how the superseded data were derived.
 AW2391
 AW2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP791111(NAD 83)
 AW2391_MARKER: DB = BENCH MARK DISK
 AW2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2391_STAMPING: P 309 1935
 AW2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2391+STABILITY: SURFACE MOTION
 AW2391
 AW2391  HISTORY     - Date     Condition        Report By
 AW2391  HISTORY     - 1935     MONUMENTED       CGS
 AW2391  HISTORY     - 1958     GOOD             NGS
 AW2391  HISTORY     - 1987     POOR             USPSQD
 AW2391  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AW2391  HISTORY     - 20010306 POOR             USPSQD
 AW2391  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2391
 AW2391                          STATION DESCRIPTION
 AW2391
 AW2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2391'IN FANNETT.
 AW2391'ABOUT 0.15 MILE WEST ALONG A SURFACED ROAD FROM THE SCHOOLHOUSE AT
 AW2391'FANNETT, THENCE ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 124, 140
 AW2391'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 132 FEET SOUTHWEST
 AW2391'OF THE WEST CORNER OF THE RAILROAD STATION, 46 FEET NORTHWEST OF THE
 AW2391'NORTHWEST RAIL OF THE MAIN TRACK, 26 FEET SOUTHWEST OF THE CENTER LINE
 AW2391'OF A SHELL ROAD, 17 FEET NORTHWEST OF THE CENTER LINE OF A SHELL ROAD,
 AW2391'55 FEET WEST OF THE CENTER OF THE RAILROAD CROSSING, 3 FEET NORTH OF A
 AW2391'TELEPHONE POLE, 1 FOOT EAST OF A METAL WITNESS POST, AND IN THE TOP OF
 AW2391'A CONCRETE POST PROJECTING 2 INCHES.
 AW2391
 AW2391                          STATION RECOVERY (1987)
 AW2391
 AW2391'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2391'MARK RECOVERED IN POOR CONDITION.
 AW2391
 AW2391                          STATION RECOVERY (1993)
 AW2391
 AW2391'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 AW2391'MARK NOT FOUND.
 AW2391
 AW2391                          STATION RECOVERY (2001)
 AW2391
 AW2391'RECOVERY NOTE BY US POWER SQUADRON 2001 (WF)
 AW2391'MARK IS TILTED A LITTLE TO THE SOUTH.  NEW STATION DESCRIPTION. MARK
 AW2391'IS LOCATED IN THE SOUTHEAST CORNER OF MAHON RD AND EAST LANE.  28 FEET
 AW2391'SOUTHWEST FROM CENTER OF MAHON RD 7.5 FT SOUTHEAST FROM CENTER OF EAST
 AW2391'LANE.  46 FT NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK.
 AW2391
 AW2391                          STATION RECOVERY (2004)
 AW2391
 AW2391'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0222 ***********************************************************************
 AB0222  DESIGNATION -  P 31
 AB0222  PID         -  AB0222
 AB0222  STATE/COUNTY-  TX/CAMERON
 AB0222  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0222
 AB0222                         *CURRENT SURVEY CONTROL
 AB0222  ___________________________________________________________________
 AB0222* NAD 83(1986)-  26 05 30.     (N)    097 19 52.     (W)     SCALED    
 AB0222* NAVD 88     -         3.246  (meters)      10.65   (feet)  ADJUSTED  
 AB0222  ___________________________________________________________________
 AB0222  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 AB0222  DYNAMIC HT  -           3.241 (meters)      10.63  (feet)  COMP
 AB0222  MODELED GRAV-     979,058.3   (mgal)                       NAVD 88
 AB0222
 AB0222  VERT ORDER  -  FIRST     CLASS II
 AB0222
 AB0222.The horizontal coordinates were scaled from a topographic map and have
 AB0222.an estimated accuracy of +/- 6 seconds.
 AB0222
 AB0222.The orthometric height was determined by differential leveling
 AB0222.and adjusted by the National Geodetic Survey in June 1991..
 AB0222
 AB0222.The geoid height was determined by GEOID03.
 AB0222
 AB0222.The dynamic height is computed by dividing the NAVD 88
 AB0222.geopotential number by the normal gravity value computed on the
 AB0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0222.degrees latitude (g = 980.6199 gals.).
 AB0222
 AB0222.The modeled gravity was interpolated from observed gravity values.
 AB0222
 AB0222;                    North         East    Units  Estimated Accuracy
 AB0222;SPC TX S     - 5,047,630.      416,940.      MT  (+/- 180 meters Scaled)
 AB0222
 AB0222                          SUPERSEDED SURVEY CONTROL
 AB0222
 AB0222  NGVD 29 (??/??/92)    3.347  (m)           10.98   (f) ADJ UNCH    1 2
 AB0222
 AB0222.Superseded values are not recommended for survey control.
 AB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0222.See file dsdata.txt to determine how the superseded data were derived.
 AB0222
 AB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP669869(NAD 83)
 AB0222_MARKER: DD = SURVEY DISK
 AB0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0222_SP_SET: CULVERT
 AB0222_STAMPING: 10.79 P 31
 AB0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0222
 AB0222  HISTORY     - Date     Condition        Report By
 AB0222  HISTORY     - UNK      MONUMENTED       TX-061
 AB0222  HISTORY     - 1951     GOOD             NGS
 AB0222  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0222  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0222  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0222
 AB0222                          STATION DESCRIPTION
 AB0222
 AB0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0222'8.2 MI W FROM PORT ISABEL.
 AB0222'8.2 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0222'ISABEL, CAMERON COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 AB0222'TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF THE
 AB0222'HIGHWAY, AND 1.5 FEET HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY
 AB0222'STANDARD DISK.
 AB0222
 AB0222                          STATION RECOVERY (1963)
 AB0222
 AB0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0222'MARK NOT FOUND.
 AB0222
 AB0222                          STATION RECOVERY (1987)
 AB0222
 AB0222'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0222'MARK NOT FOUND.
 AB0222
 AB0222                          STATION RECOVERY (1987)
 AB0222
 AB0222'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2454 ***********************************************************************
 AW2454  DESIGNATION -  P 310
 AW2454  PID         -  AW2454
 AW2454  STATE/COUNTY-  TX/JEFFERSON
 AW2454  USGS QUAD   -  STAR LAKE (1994)
 AW2454
 AW2454                         *CURRENT SURVEY CONTROL
 AW2454  ___________________________________________________________________
 AW2454* NAD 83(1986)-  29 38 53.     (N)    094 07 46.     (W)     SCALED    
 AW2454* NAVD 88     -         1.78   (+/-2cm)       5.8    (feet)  VERTCON   
 AW2454  ___________________________________________________________________
 AW2454  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW2454
 AW2454  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2454
 AW2454.The horizontal coordinates were scaled from a topographic map and have
 AW2454.an estimated accuracy of +/- 6 seconds.
 AW2454
 AW2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2454.The vertical order pertains to the NGVD 29 superseded value.
 AW2454
 AW2454.The geoid height was determined by GEOID03.
 AW2454
 AW2454;                    North         East    Units  Estimated Accuracy
 AW2454;SPC TXSC     - 4,210,940.    1,071,400.      MT  (+/- 180 meters Scaled)
 AW2454
 AW2454                          SUPERSEDED SURVEY CONTROL
 AW2454
 AW2454  NGVD 29 (??/??/92)    1.773  (m)            5.82   (f) ADJ UNCH    1 2
 AW2454
 AW2454.Superseded values are not recommended for survey control.
 AW2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2454.See file dsdata.txt to determine how the superseded data were derived.
 AW2454
 AW2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN906803(NAD 83)
 AW2454_MARKER: DB = BENCH MARK DISK
 AW2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2454_STAMPING: P 310 1935
 AW2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2454+STABILITY: SURFACE MOTION
 AW2454
 AW2454  HISTORY     - Date     Condition        Report By
 AW2454  HISTORY     - 1935     MONUMENTED       CGS
 AW2454  HISTORY     - 1958     GOOD             NGS
 AW2454  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2454
 AW2454                          STATION DESCRIPTION
 AW2454
 AW2454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2454'15.55 MI SW FROM SABINE PASS.
 AW2454'ABOUT 15.55 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AW2454'DOWLING MONUMENT AT SABINE PASS, 55 FEET SOUTHEAST OF THE CENTER LINE
 AW2454'OF THE HIGHWAY, 80 1/2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 41
 AW2454'FEET NORTHWEST OF THE HIGH WATER LINE, 1 FOOT NORTHWEST OF A METAL
 AW2454'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE
 AW2454'TOP OF A CONCRETE POST 6-INCHES BELOW THE SURFACE.
 AW2454
 AW2454                          STATION RECOVERY (1989)
 AW2454
 AW2454'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AW2454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0260 ***********************************************************************
 BM0260  DESIGNATION -  P 311
 BM0260  PID         -  BM0260
 BM0260  STATE/COUNTY-  TX/LEE
 BM0260  USGS QUAD   -  LINCOLN (1989)
 BM0260
 BM0260                         *CURRENT SURVEY CONTROL
 BM0260  ___________________________________________________________________
 BM0260* NAD 83(1986)-  30 21 37.     (N)    096 59 05.     (W)     SCALED    
 BM0260* NAVD 88     -       106.97   (+/-2cm)     351.0    (feet)  VERTCON   
 BM0260  ___________________________________________________________________
 BM0260  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BM0260
 BM0260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0260
 BM0260.The horizontal coordinates were scaled from a topographic map and have
 BM0260.an estimated accuracy of +/- 6 seconds.
 BM0260
 BM0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0260.The vertical order pertains to the NGVD 29 superseded value.
 BM0260
 BM0260.The geoid height was determined by GEOID03.
 BM0260
 BM0260;                    North         East    Units  Estimated Accuracy
 BM0260;SPC TX C     - 3,081,740.    1,021,860.      MT  (+/- 180 meters Scaled)
 BM0260
 BM0260                          SUPERSEDED SURVEY CONTROL
 BM0260
 BM0260  NGVD 29 (??/??/92)  106.911  (m)          350.76   (f) ADJ UNCH    2 0
 BM0260
 BM0260.Superseded values are not recommended for survey control.
 BM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0260.See file dsdata.txt to determine how the superseded data were derived.
 BM0260
 BM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU936604(NAD 83)
 BM0260_MARKER: DB = BENCH MARK DISK
 BM0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0260_STAMPING: P 311 1935
 BM0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0260+STABILITY: SURFACE MOTION
 BM0260
 BM0260  HISTORY     - Date     Condition        Report By
 BM0260  HISTORY     - 1935     MONUMENTED       CGS
 BM0260  HISTORY     - 1960     GOOD             USGS
 BM0260
 BM0260                          STATION DESCRIPTION
 BM0260
 BM0260'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BM0260'4.2 MI S FROM LEXINGTON.
 BM0260'4.2 MILES SOUTH OF LEXINGTON, ALONG SPUR 123, U.S. HIGHWAY 77 AND
 BM0260'COUNTY ROAD FROM THE POST OFFICE, 0.5 MILE SOUTH OF A CROSS ROAD, 320
 BM0260'FEET NORTHEAST OF A FIELD CORNER, 300 FEET SOUTHEAST OF A LONE TREE ON
 BM0260'THE WEST RIGHT-OF-WAY OF THE OLD RAILROAD GRADE, 48 FEET EAST OF THE
 BM0260'OLD RAILROAD GRADE, 3.9 FEET WEST OF THE CENTERLINE OF THE GRADED
 BM0260'ROAD.  A STANDARD DISK, STAMPED P 311 1935 AND SET IN A CONCRETE POST
 BM0260'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1468 ***********************************************************************
 BL1468  DESIGNATION -  P 312
 BL1468  PID         -  BL1468
 BL1468  STATE/COUNTY-  TX/MONTGOMERY
 BL1468  USGS QUAD   -  COWL SPUR (1976)
 BL1468
 BL1468                         *CURRENT SURVEY CONTROL
 BL1468  ___________________________________________________________________
 BL1468* NAD 83(1986)-  30 19 05.     (N)    095 37 14.     (W)     SCALED    
 BL1468* NAVD 88     -        68.55   (+/-2cm)     224.9    (feet)  VERTCON   
 BL1468  ___________________________________________________________________
 BL1468  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL1468
 BL1468  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1468
 BL1468.The horizontal coordinates were scaled from a topographic map and have
 BL1468.an estimated accuracy of +/- 6 seconds.
 BL1468
 BL1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1468.The vertical order pertains to the NGVD 29 superseded value.
 BL1468
 BL1468.The geoid height was determined by GEOID03.
 BL1468
 BL1468;                    North         East    Units  Estimated Accuracy
 BL1468;SPC TX C     - 3,081,810.    1,153,100.      MT  (+/- 180 meters Scaled)
 BL1468
 BL1468                          SUPERSEDED SURVEY CONTROL
 BL1468
 BL1468  NGVD 29 (??/??/92)   68.546  (m)          224.89   (f) ADJ UNCH    2 0
 BL1468
 BL1468.Superseded values are not recommended for survey control.
 BL1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1468.See file dsdata.txt to determine how the superseded data were derived.
 BL1468
 BL1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP480569(NAD 83)
 BL1468_MARKER: DB = BENCH MARK DISK
 BL1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1468_STAMPING: P 312 1935
 BL1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1468+STABILITY: SURFACE MOTION
 BL1468
 BL1468  HISTORY     - Date     Condition        Report By
 BL1468  HISTORY     - 1935     MONUMENTED       CGS
 BL1468  HISTORY     - 1954     GOOD             NGS
 BL1468  HISTORY     - 19920314 MARK NOT FOUND   USPSQD
 BL1468
 BL1468                          STATION DESCRIPTION
 BL1468
 BL1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1468'10.0 MI W FROM CONROE.
 BL1468'10.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BL1468'THE STATION AT COMROE, AT A ROAD CROSSING, 5 1/2 POLES EAST OF
 BL1468'MILEPOST 62, 44.8 FEET NORTH OF THE NORTH RAIL, 20 FEET EAST OF THE
 BL1468'CENTER LINE OF A DIRT ROAD, 45 FEET SOUTH OF THE CENTER LINE OF AN
 BL1468'OILED ROAD, 1.8 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 BL1468'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1468
 BL1468                          STATION RECOVERY (1992)
 BL1468
 BL1468'RECOVERY NOTE BY US POWER SQUADRON 1992 (DDD)
 BL1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0129 ***********************************************************************
 BM0129  DESIGNATION -  P 313
 BM0129  PID         -  BM0129
 BM0129  STATE/COUNTY-  TX/BRAZOS
 BM0129  USGS QUAD   -  MILLICAN (1980)
 BM0129
 BM0129                         *CURRENT SURVEY CONTROL
 BM0129  ___________________________________________________________________
 BM0129* NAD 83(1986)-  30 26 44.     (N)    096 09 01.     (W)     SCALED    
 BM0129* NAVD 88     -        68.86   (+/-2cm)     225.9    (feet)  VERTCON   
 BM0129  ___________________________________________________________________
 BM0129  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BM0129
 BM0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0129
 BM0129.The horizontal coordinates were scaled from a topographic map and have
 BM0129.an estimated accuracy of +/- 6 seconds.
 BM0129
 BM0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0129.The vertical order pertains to the NGVD 29 superseded value.
 BM0129
 BM0129.The geoid height was determined by GEOID03.
 BM0129
 BM0129;                    North         East    Units  Estimated Accuracy
 BM0129;SPC TX C     - 3,093,900.    1,101,670.      MT  (+/- 180 meters Scaled)
 BM0129
 BM0129                          SUPERSEDED SURVEY CONTROL
 BM0129
 BM0129  NGVD 29 (??/??/92)   68.845  (m)          225.87   (f) ADJ UNCH    2 0
 BM0129
 BM0129.Superseded values are not recommended for survey control.
 BM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0129.See file dsdata.txt to determine how the superseded data were derived.
 BM0129
 BM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU736716(NAD 83)
 BM0129_MARKER: DB = BENCH MARK DISK
 BM0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0129_STAMPING: P 313 1935
 BM0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0129+STABILITY: SURFACE MOTION
 BM0129
 BM0129  HISTORY     - Date     Condition        Report By
 BM0129  HISTORY     - 1935     MONUMENTED       CGS
 BM0129  HISTORY     - 1939     GOOD             NGS
 BM0129  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0129  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0129
 BM0129                          STATION DESCRIPTION
 BM0129
 BM0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BM0129'5.9 MI NW FROM NAVASOTA.
 BM0129'IN BRAZOS COUNTY, 5.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS
 BM0129'RAILROAD FROM THE STATION AT NAVASOTA, GRIMES COUNTY, 55 YARDS
 BM0129'SOUTHEAST OF MILEPOST 77, 17 YARDS SOUTHWEST OF THE CENTERLINE OF THE
 BM0129'TRACK, 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET
 BM0129'NORTHWEST OF A T-FENCE LEADING SOUTHWEST.  A STANDARD DISK, STAMPED P
 BM0129'313 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BM0129
 BM0129                          STATION RECOVERY (1991)
 BM0129
 BM0129'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0129'MARK NOT FOUND.
 BM0129
 BM0129                          STATION RECOVERY (1994)
 BM0129
 BM0129'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2006 ***********************************************************************
 AX2006  DESIGNATION -  P 315
 AX2006  PID         -  AX2006
 AX2006  STATE/COUNTY-  TX/GONZALES
 AX2006  USGS QUAD   -  SMILEY (1987)
 AX2006
 AX2006                         *CURRENT SURVEY CONTROL
 AX2006  ___________________________________________________________________
 AX2006* NAD 83(1986)-  29 16 20.     (N)    097 40 24.     (W)     SCALED    
 AX2006* NAVD 88     -        99.10   (+/-2cm)     325.1    (feet)  VERTCON   
 AX2006  ___________________________________________________________________
 AX2006  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AX2006
 AX2006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2006
 AX2006.The horizontal coordinates were scaled from a topographic map and have
 AX2006.an estimated accuracy of +/- 6 seconds.
 AX2006
 AX2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2006.The vertical order pertains to the NGVD 29 superseded value.
 AX2006
 AX2006.The geoid height was determined by GEOID03.
 AX2006
 AX2006;                    North         East    Units  Estimated Accuracy
 AX2006;SPC TXSC     - 4,160,200.      728,910.      MT  (+/- 180 meters Scaled)
 AX2006
 AX2006                          SUPERSEDED SURVEY CONTROL
 AX2006
 AX2006  NGVD 29 (??/??/92)   99.072  (m)          325.04   (f) ADJ UNCH    2 0
 AX2006
 AX2006.Superseded values are not recommended for survey control.
 AX2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2006.See file dsdata.txt to determine how the superseded data were derived.
 AX2006
 AX2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT288388(NAD 83)
 AX2006_MARKER: DB = BENCH MARK DISK
 AX2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2006_STAMPING: P 315 1935
 AX2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2006+STABILITY: SURFACE MOTION
 AX2006
 AX2006  HISTORY     - Date     Condition        Report By
 AX2006  HISTORY     - 1935     MONUMENTED       CGS
 AX2006  HISTORY     - 1943     GOOD             NGS
 AX2006  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2006
 AX2006                          STATION DESCRIPTION
 AX2006
 AX2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2006'2.3 MI W FROM SMILEY.
 AX2006'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX2006'STATION AT SMILEY, PROCEED 2.3 MILES WESTERLY ALONG THE TRACK TO SITE
 AX2006'OF BENCH MARK.  BENCH MARK IS 0.1 MILE EAST OF MILE POST NO.84 AND ON
 AX2006'THE EAST SLOPE OF A SMALL HILL.  IT IS 69.0 YARDS WEST OF THE
 AX2006'CENTERLINE OF A CONCRETE HIGHWAY CULVERT, 48.5 FEET SOUTH OF AND ABOUT
 AX2006'2.5 FEET ABOVE THE CENTERLINE OF THE TRACK, 42.3 FEET NORTH OF THE
 AX2006'CENTERLINE OF U.S. HIGHWAY NO.87 AND 2.8 FEET EAST OF A 4X4 INCH WHITE
 AX2006'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  A DISK SET IN A
 AX2006'CONCRETE POST.
 AX2006
 AX2006                          STATION RECOVERY (2003)
 AX2006
 AX2006'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1855 ***********************************************************************
 AX1855  DESIGNATION -  P 316
 AX1855  PID         -  AX1855
 AX1855  STATE/COUNTY-  TX/GUADALUPE
 AX1855  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1855
 AX1855                         *CURRENT SURVEY CONTROL
 AX1855  ___________________________________________________________________
 AX1855* NAD 83(1986)-  29 23 37.     (N)    097 57 16.     (W)     SCALED    
 AX1855* NAVD 88     -       188.34   (+/-2cm)     617.9    (feet)  VERTCON   
 AX1855  ___________________________________________________________________
 AX1855  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AX1855
 AX1855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1855
 AX1855.The horizontal coordinates were scaled from a topographic map and have
 AX1855.an estimated accuracy of +/- 6 seconds.
 AX1855
 AX1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1855.The vertical order pertains to the NGVD 29 superseded value.
 AX1855
 AX1855.The geoid height was determined by GEOID03.
 AX1855
 AX1855;                    North         East    Units  Estimated Accuracy
 AX1855;SPC TXSC     - 4,173,370.      701,470.      MT  (+/- 180 meters Scaled)
 AX1855
 AX1855                          SUPERSEDED SURVEY CONTROL
 AX1855
 AX1855  NGVD 29 (??/??/92)  188.256  (m)          617.64   (f) ADJ UNCH    2 0
 AX1855
 AX1855.Superseded values are not recommended for survey control.
 AX1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1855.See file dsdata.txt to determine how the superseded data were derived.
 AX1855
 AX1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT014520(NAD 83)
 AX1855_MARKER: DB = BENCH MARK DISK
 AX1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1855_STAMPING: P 316 1935
 AX1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1855+STABILITY: SURFACE MOTION
 AX1855
 AX1855  HISTORY     - Date     Condition        Report By
 AX1855  HISTORY     - 1935     MONUMENTED       CGS
 AX1855  HISTORY     - 1943     GOOD             NGS
 AX1855  HISTORY     - 19930808 GOOD             USPSQD
 AX1855  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1855  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1855
 AX1855                          STATION DESCRIPTION
 AX1855
 AX1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1855'12.4 MI S FROM SEGUIN.
 AX1855'TO REACH FROM THE COURT HOUSE AT SEGUIN, PROCEED 12.6 MILES SOUTHERLY
 AX1855'ALONG STATE HIGHWAY NO. 123 TO SITE OF BENCH MARK.  BENCH MARK IS 0.1
 AX1855'MILE NORTH OF A 3X3 FOOT CONCRETE BOX HIGHWAY CULVERT.  IT IS 47.7
 AX1855'FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY,
 AX1855'17.3 FEET NORTH OF A 1.5 FOOT OAK TREE, 2.6 FEET EAST OF THE WEST
 AX1855'RIGHT-OF-WAY FENCE AND 2.4 FEET NORTH OF A 4X4 INCH WHITE WOODEN
 AX1855'MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.  A DISK SET IN A CONCRETE
 AX1855'POST.
 AX1855
 AX1855                          STATION RECOVERY (1993)
 AX1855
 AX1855'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1855'RECOVERED IN GOOD CONDITION.
 AX1855
 AX1855                          STATION RECOVERY (1999)
 AX1855
 AX1855'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1855'MARK NOT FOUND.
 AX1855
 AX1855                          STATION RECOVERY (2003)
 AX1855
 AX1855'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX1855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0272 ***********************************************************************
 AH0272  DESIGNATION -  P 317
 AH0272  PID         -  AH0272
 AH0272  STATE/COUNTY-  TX/SAN PATRICIO
 AH0272  USGS QUAD   -  GREGORY (1975)
 AH0272
 AH0272                         *CURRENT SURVEY CONTROL
 AH0272  ___________________________________________________________________
 AH0272* NAD 83(1986)-  27 55 02.     (N)    097 17 35.     (W)     SCALED    
 AH0272* NAVD 88     -         9.18   (+/-2cm)      30.1    (feet)  VERTCON   
 AH0272  ___________________________________________________________________
 AH0272  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH0272
 AH0272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0272
 AH0272.The horizontal coordinates were scaled from a topographic map and have
 AH0272.an estimated accuracy of +/- 6 seconds.
 AH0272
 AH0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0272.The vertical order pertains to the NGVD 29 superseded value.
 AH0272
 AH0272.The geoid height was determined by GEOID03.
 AH0272
 AH0272;                    North         East    Units  Estimated Accuracy
 AH0272;SPC TX S     - 5,249,920.      418,810.      MT  (+/- 180 meters Scaled)
 AH0272
 AH0272                          SUPERSEDED SURVEY CONTROL
 AH0272
 AH0272  NGVD 29 (??/??/92)    9.36   (m)           30.7    (f) COMPUTED    2 0
 AH0272
 AH0272.Superseded values are not recommended for survey control.
 AH0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0272.See file dsdata.txt to determine how the superseded data were derived.
 AH0272
 AH0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR679892(NAD 83)
 AH0272_MARKER: DB = BENCH MARK DISK
 AH0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0272_STAMPING: P 317 1935
 AH0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0272+STABILITY: SURFACE MOTION
 AH0272
 AH0272  HISTORY     - Date     Condition        Report By
 AH0272  HISTORY     - 1935     MONUMENTED       CGS
 AH0272  HISTORY     - 1949     GOOD             NGS
 AH0272  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0272  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0272
 AH0272                          STATION DESCRIPTION
 AH0272
 AH0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0272'IN GREGORY.
 AH0272'AT GREGORY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 0.4 MILE SOUTH OF
 AH0272'THE STATION, EAST OF A FRAME CHURCH BUILDING (ROMAN CATHOLIC), 36 FEET
 AH0272'WEST OF THE CENTERLINE OF THE TRACK, AND 36 FEET EAST OF THE
 AH0272'CENTERLINE OF U.S. HIGHWAY 181.
 AH0272
 AH0272                          STATION RECOVERY (1959)
 AH0272
 AH0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0272'MARK NOT FOUND.
 AH0272
 AH0272                          STATION RECOVERY (1989)
 AH0272
 AH0272'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AH0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1940 ***********************************************************************
 BY1940  DESIGNATION -  P 318 RESET 1957
 BY1940  PID         -  BY1940
 BY1940  STATE/COUNTY-  TX/HOUSTON
 BY1940  USGS QUAD   -  PEARSONS CHAPEL (1964)
 BY1940
 BY1940                         *CURRENT SURVEY CONTROL
 BY1940  ___________________________________________________________________
 BY1940* NAD 83(1986)-  31 13 02.     (N)    095 36 52.     (W)     SCALED    
 BY1940* NAVD 88     -        87.41   (+/-2cm)     286.8    (feet)  VERTCON   
 BY1940  ___________________________________________________________________
 BY1940  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1940
 BY1940  VERT ORDER  -  THIRD (See Below)
 BY1940
 BY1940.The horizontal coordinates were scaled from a topographic map and have
 BY1940.an estimated accuracy of +/- 6 seconds.
 BY1940
 BY1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1940.The vertical order pertains to the NGVD 29 superseded value.
 BY1940
 BY1940.The geoid height was determined by GEOID03.
 BY1940
 BY1940;                    North         East    Units  Estimated Accuracy
 BY1940;SPC TX C     - 3,181,420.    1,149,460.      MT  (+/- 180 meters Scaled)
 BY1940
 BY1940                          SUPERSEDED SURVEY CONTROL
 BY1940
 BY1940  NGVD 29 (??/??/??)   87.42   (m)          286.8    (f) RESET       3  
 BY1940
 BY1940.Superseded values are not recommended for survey control.
 BY1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1940.See file dsdata.txt to determine how the superseded data were derived.
 BY1940
 BY1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ509566(NAD 83)
 BY1940_MARKER: DB = BENCH MARK DISK
 BY1940_SETTING: 0 = UNSPECIFIED SETTING
 BY1940_STAMPING: P 318 RESET 1957
 BY1940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1940
 BY1940  HISTORY     - Date     Condition        Report By
 BY1940  HISTORY     - 1957     MONUMENTED       TXHD
 BY1940  HISTORY     - 1958     GOOD             TXHD
 BY1940
 BY1940                          STATION DESCRIPTION
 BY1940
 BY1940'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 BY1940'2.7 MI NE FROM AUSTONIO.
 BY1940'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE HIGH SCHOOL AT
 BY1940'AUSTONIO, AT THE TOP OF A VERY PROMINENT HILL, AT THE NORTHEAST SIDE
 BY1940'OF THE ENTRANCE TO MUSTANG PRAIRIE RANCH, 61 FEET SOUTHEAST OF THE
 BY1940'CENTERLINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTERLINE OF ENTRANCE
 BY1940'DRIVEWAY, AND 10 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0512 ***********************************************************************
 BZ0512  DESIGNATION -  P 319
 BZ0512  PID         -  BZ0512
 BZ0512  STATE/COUNTY-  TX/FALLS
 BZ0512  USGS QUAD   -  BREMOND (1978)
 BZ0512
 BZ0512                         *CURRENT SURVEY CONTROL
 BZ0512  ___________________________________________________________________
 BZ0512* NAD 83(1986)-  31 11 01.     (N)    096 41 03.     (W)     SCALED    
 BZ0512* NAVD 88     -       139.96   (+/-2cm)     459.2    (feet)  VERTCON   
 BZ0512  ___________________________________________________________________
 BZ0512  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BZ0512
 BZ0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0512
 BZ0512.The horizontal coordinates were scaled from a topographic map and have
 BZ0512.an estimated accuracy of +/- 6 seconds.
 BZ0512
 BZ0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0512.The vertical order pertains to the NGVD 29 superseded value.
 BZ0512
 BZ0512.The geoid height was determined by GEOID03.
 BZ0512
 BZ0512;                    North         East    Units  Estimated Accuracy
 BZ0512;SPC TX C     - 3,173,870.    1,047,740.      MT  (+/- 180 meters Scaled)
 BZ0512
 BZ0512                          SUPERSEDED SURVEY CONTROL
 BZ0512
 BZ0512  NGVD 29 (??/??/92)  139.917  (m)          459.04   (f) ADJ UNCH    2 0
 BZ0512
 BZ0512.Superseded values are not recommended for survey control.
 BZ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0512.See file dsdata.txt to determine how the superseded data were derived.
 BZ0512
 BZ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV206522(NAD 83)
 BZ0512_MARKER: DB = BENCH MARK DISK
 BZ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0512_STAMPING: P 319 1935
 BZ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0512+STABILITY: SURFACE MOTION
 BZ0512
 BZ0512  HISTORY     - Date     Condition        Report By
 BZ0512  HISTORY     - 1935     MONUMENTED       CGS
 BZ0512
 BZ0512                          STATION DESCRIPTION
 BZ0512
 BZ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0512'1.6 MI N FROM BREMOND.
 BZ0512'IN FALLS COUNTY, 1.6 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BZ0512'RAILROAD FROM THE STATION AT BREMOND, ROBERTSON COUNTY, AT A ROAD
 BZ0512'CROSSING, 53 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 40 FEET
 BZ0512'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 11 FEET NORTHEAST OF THE
 BZ0512'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED P 319 1935 AND
 BZ0512'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0229 ***********************************************************************
 AB0229  DESIGNATION -  P 32
 AB0229  PID         -  AB0229
 AB0229  STATE/COUNTY-  TX/CAMERON
 AB0229  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0229
 AB0229                         *CURRENT SURVEY CONTROL
 AB0229  ___________________________________________________________________
 AB0229* NAD 83(1986)-  26 05 35.     (N)    097 18 27.     (W)     SCALED    
 AB0229* NAVD 88     -         2.208  (meters)       7.24   (feet)  ADJUSTED  
 AB0229  ___________________________________________________________________
 AB0229  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 AB0229  DYNAMIC HT  -           2.204 (meters)       7.23  (feet)  COMP
 AB0229  MODELED GRAV-     979,060.4   (mgal)                       NAVD 88
 AB0229
 AB0229  VERT ORDER  -  FIRST     CLASS II
 AB0229
 AB0229.The horizontal coordinates were scaled from a topographic map and have
 AB0229.an estimated accuracy of +/- 6 seconds.
 AB0229
 AB0229.The orthometric height was determined by differential leveling
 AB0229.and adjusted by the National Geodetic Survey in June 1991..
 AB0229
 AB0229.The geoid height was determined by GEOID03.
 AB0229
 AB0229.The dynamic height is computed by dividing the NAVD 88
 AB0229.geopotential number by the normal gravity value computed on the
 AB0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0229.degrees latitude (g = 980.6199 gals.).
 AB0229
 AB0229.The modeled gravity was interpolated from observed gravity values.
 AB0229
 AB0229;                    North         East    Units  Estimated Accuracy
 AB0229;SPC TX S     - 5,047,810.      419,300.      MT  (+/- 180 meters Scaled)
 AB0229
 AB0229                          SUPERSEDED SURVEY CONTROL
 AB0229
 AB0229  NGVD 29 (??/??/92)    2.307  (m)            7.57   (f) ADJ UNCH    1 2
 AB0229
 AB0229.Superseded values are not recommended for survey control.
 AB0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0229.See file dsdata.txt to determine how the superseded data were derived.
 AB0229
 AB0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP692870(NAD 83)
 AB0229_MARKER: DD = SURVEY DISK
 AB0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0229_SP_SET: CULVERT
 AB0229_STAMPING: 7.36 P 32
 AB0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0229
 AB0229  HISTORY     - Date     Condition        Report By
 AB0229  HISTORY     - UNK      MONUMENTED
 AB0229  HISTORY     - 1951     GOOD             NGS
 AB0229  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0229  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0229  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0229
 AB0229                          STATION DESCRIPTION
 AB0229
 AB0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0229'6.7 MI W FROM PORT ISABEL.
 AB0229'6.7 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0229'ISABEL, CAMERON COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 AB0229'TOP OF THE NORTH HEADWALL, 25 FEET NORTH OF THE CENTERLINE OF THE
 AB0229'HIGHWAY, AND 2 FEET LOWER THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD
 AB0229'DISK.
 AB0229
 AB0229                          STATION RECOVERY (1963)
 AB0229
 AB0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0229'MARK NOT FOUND.
 AB0229
 AB0229                          STATION RECOVERY (1982)
 AB0229
 AB0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0229'MARK NOT FOUND.
 AB0229
 AB0229                          STATION RECOVERY (1987)
 AB0229
 AB0229'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0109 ***********************************************************************
 AP0109  DESIGNATION -  P 32
 AP0109  PID         -  AP0109
 AP0109  STATE/COUNTY-  TX/MAVERICK
 AP0109  USGS QUAD   -  PALOMA (1974)
 AP0109
 AP0109                         *CURRENT SURVEY CONTROL
 AP0109  ___________________________________________________________________
 AP0109* NAD 83(1986)-  28 56 15.     (N)    100 24 02.     (W)     SCALED    
 AP0109* NAVD 88     -       263.086  (meters)     863.14   (feet)  ADJUSTED  
 AP0109  ___________________________________________________________________
 AP0109  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AP0109  DYNAMIC HT  -         262.699 (meters)     861.87  (feet)  COMP
 AP0109  MODELED GRAV-     979,165.7   (mgal)                       NAVD 88
 AP0109
 AP0109  VERT ORDER  -  FIRST     CLASS II
 AP0109
 AP0109.The horizontal coordinates were scaled from a topographic map and have
 AP0109.an estimated accuracy of +/- 6 seconds.
 AP0109
 AP0109.The orthometric height was determined by differential leveling
 AP0109.and adjusted by the National Geodetic Survey in June 1991..
 AP0109
 AP0109.The geoid height was determined by GEOID03.
 AP0109
 AP0109.The dynamic height is computed by dividing the NAVD 88
 AP0109.geopotential number by the normal gravity value computed on the
 AP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0109.degrees latitude (g = 980.6199 gals.).
 AP0109
 AP0109.The modeled gravity was interpolated from observed gravity values.
 AP0109
 AP0109;                    North         East    Units  Estimated Accuracy
 AP0109;SPC TXSC     - 4,123,190.      463,470.      MT  (+/- 180 meters Scaled)
 AP0109
 AP0109                          SUPERSEDED SURVEY CONTROL
 AP0109
 AP0109  NGVD 29 (??/??/92)  262.944  (m)          862.68   (f) ADJ UNCH    1 2
 AP0109
 AP0109.Superseded values are not recommended for survey control.
 AP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0109.See file dsdata.txt to determine how the superseded data were derived.
 AP0109
 AP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT634018(NAD 83)
 AP0109_MARKER: DB = BENCH MARK DISK
 AP0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0109_STAMPING: P 32 1917 ELEV 862.741 FT
 AP0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0109+STABILITY: SURFACE MOTION
 AP0109
 AP0109  HISTORY     - Date     Condition        Report By
 AP0109  HISTORY     - 1917     MONUMENTED       CGS
 AP0109  HISTORY     - 1957     GOOD             NGS
 AP0109
 AP0109                          STATION DESCRIPTION
 AP0109
 AP0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0109'16.55 MI S FROM SPOFFORD.
 AP0109'16.55 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0109'STATION AT SPOFFORD, 39.4 FEET NORTH OF THE 4TH POLE NORTH OF MILEPOST
 AP0109'16, 38.6 FEET EAST OF THE EAST RAIL, 9.4 FEET WEST OF A FENCE, 1 FOOT
 AP0109'SOUTH OF A WITNESS POST, 1.2 MILES NORTH OF BENCH MARK K 1093, SET IN
 AP0109'THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0531 ***********************************************************************
 BZ0531  DESIGNATION -  P 320
 BZ0531  PID         -  BZ0531
 BZ0531  STATE/COUNTY-  TX/FALLS
 BZ0531  USGS QUAD   -  BREMOND (1978)
 BZ0531
 BZ0531                         *CURRENT SURVEY CONTROL
 BZ0531  ___________________________________________________________________
 BZ0531* NAD 83(1986)-  31 13 31.     (N)    096 38 09.     (W)     SCALED    
 BZ0531* NAVD 88     -       156.41   (+/-2cm)     513.2    (feet)  VERTCON   
 BZ0531  ___________________________________________________________________
 BZ0531  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BZ0531
 BZ0531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0531
 BZ0531.The horizontal coordinates were scaled from a topographic map and have
 BZ0531.an estimated accuracy of +/- 6 seconds.
 BZ0531
 BZ0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0531.The vertical order pertains to the NGVD 29 superseded value.
 BZ0531
 BZ0531.The geoid height was determined by GEOID03.
 BZ0531
 BZ0531;                    North         East    Units  Estimated Accuracy
 BZ0531;SPC TX C     - 3,178,630.    1,052,190.      MT  (+/- 180 meters Scaled)
 BZ0531
 BZ0531                          SUPERSEDED SURVEY CONTROL
 BZ0531
 BZ0531  NGVD 29 (??/??/92)  156.363  (m)          513.00   (f) ADJ UNCH    2 0
 BZ0531
 BZ0531.Superseded values are not recommended for survey control.
 BZ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0531.See file dsdata.txt to determine how the superseded data were derived.
 BZ0531
 BZ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV251569(NAD 83)
 BZ0531_MARKER: DB = BENCH MARK DISK
 BZ0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0531_STAMPING: P 320 1935
 BZ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0531+STABILITY: SURFACE MOTION
 BZ0531
 BZ0531  HISTORY     - Date     Condition        Report By
 BZ0531  HISTORY     - 1935     MONUMENTED       CGS
 BZ0531
 BZ0531                          STATION DESCRIPTION
 BZ0531
 BZ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0531'4.8 MI N FROM BREMOND.
 BZ0531'4.8 MI N OF AND ALONG THE SOUTHERN PACIFIC RR AT A PRIVATE ROAD
 BZ0531'CROSSING.  11 FEET S OF W GATE TO CROSSING.  53 FEET W OF CENTER OF
 BZ0531'TRACK.  3 FEET W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0705 ***********************************************************************
 BZ0705  DESIGNATION -  P 321
 BZ0705  PID         -  BZ0705
 BZ0705  STATE/COUNTY-  TX/MCLENNAN
 BZ0705  USGS QUAD   -  ELM MOTT (1975)
 BZ0705
 BZ0705                         *CURRENT SURVEY CONTROL
 BZ0705  ___________________________________________________________________
 BZ0705* NAD 83(1986)-  31 44 43.     (N)    097 05 57.     (W)     SCALED    
 BZ0705* NAVD 88     -       164.952  (meters)     541.18   (feet)  ADJUSTED  
 BZ0705  ___________________________________________________________________
 BZ0705  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ0705  DYNAMIC HT  -         164.746 (meters)     540.50  (feet)  COMP
 BZ0705  MODELED GRAV-     979,387.8   (mgal)                       NAVD 88
 BZ0705
 BZ0705  VERT ORDER  -  FIRST     CLASS II
 BZ0705
 BZ0705.The horizontal coordinates were scaled from a topographic map and have
 BZ0705.an estimated accuracy of +/- 6 seconds.
 BZ0705
 BZ0705.The orthometric height was determined by differential leveling
 BZ0705.and adjusted by the National Geodetic Survey in June 1991..
 BZ0705.WARNING-Repeat measurements at this control monument indicate possible
 BZ0705.vertical movement.
 BZ0705
 BZ0705.The geoid height was determined by GEOID03.
 BZ0705
 BZ0705.The dynamic height is computed by dividing the NAVD 88
 BZ0705.geopotential number by the normal gravity value computed on the
 BZ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0705.degrees latitude (g = 980.6199 gals.).
 BZ0705
 BZ0705.The modeled gravity was interpolated from observed gravity values.
 BZ0705
 BZ0705;                    North         East    Units  Estimated Accuracy
 BZ0705;SPC TX C     - 3,234,890.    1,006,400.      MT  (+/- 180 meters Scaled)
 BZ0705
 BZ0705                          SUPERSEDED SURVEY CONTROL
 BZ0705
 BZ0705  NGVD 29 (??/??/92)  164.821  (m)          540.75   (f) ADJ UNCH    1 2
 BZ0705
 BZ0705.Superseded values are not recommended for survey control.
 BZ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0705.See file dsdata.txt to determine how the superseded data were derived.
 BZ0705
 BZ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA800137(NAD 83)
 BZ0705_MARKER: DB = BENCH MARK DISK
 BZ0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0705_STAMPING: P 321 1935
 BZ0705_PROJECTION: PROJECTING 8 CENTIMETERS
 BZ0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0705+STABILITY: SURFACE MOTION
 BZ0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0705+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ0705
 BZ0705  HISTORY     - Date     Condition        Report By
 BZ0705  HISTORY     - 1935     MONUMENTED       CGS
 BZ0705  HISTORY     - 1980     GOOD             NGS
 BZ0705  HISTORY     - 19950715 GOOD             USPSQD
 BZ0705  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0705  HISTORY     - 20031011 GOOD             USPSQD
 BZ0705
 BZ0705                          STATION DESCRIPTION
 BZ0705
 BZ0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0705'3.9 MI S FROM WEST.
 BZ0705'3.9 MILES SOUTH OF AND ALONG THE M.K.T.R.R. ABOUT 300 YARDS SOUTH OF A
 BZ0705'SEMAPHORE.  51 FEET EAST OF CENTER OF THE TRACK.
 BZ0705
 BZ0705                          STATION RECOVERY (1980)
 BZ0705
 BZ0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0705'6.5 KM. (4.05 MI.) SOUTH ALONG A PARTIALLY PAVED ROAD (MAIN STREET)
 BZ0705'FROM THE JUNCTION OF EAST PINE STREET IN WEST, AT THE OUTSIDE OF A
 BZ0705'SLIGHT CURVE IN THE ROAD, 274 M. (900 FT.) SOUTH OF A RAILROAD
 BZ0705'SEMAPHORE OF THE MISSOURI KANSAS TEXAS RAILROAD, 15.2 M. (50.0 FT.)
 BZ0705'EAST OF THE EAST RAIL, 2.7 M. (9.0 FT.) SOUTH OF A 10-CM. BY 10-CM.
 BZ0705'POST AND TELEPHONE WARNING SIGN.
 BZ0705'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BZ0705'THE MARK IS 1.5 M BELOW THE RAILROAD.
 BZ0705
 BZ0705                          STATION RECOVERY (1995)
 BZ0705
 BZ0705'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0705'RECOVERED IN GOOD CONDITION.
 BZ0705
 BZ0705                          STATION RECOVERY (2001)
 BZ0705
 BZ0705'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ0705'MARK NOT FOUND.
 BZ0705
 BZ0705                          STATION RECOVERY (2003)
 BZ0705
 BZ0705'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ0705'ROAD ADJACENT TO MARKER IS NOW A DIRT AND GRAVEL ROAD AND NAMED OLD
 BZ0705'DALLAS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0064 ***********************************************************************
 BN0064  DESIGNATION -  P 322
 BN0064  PID         -  BN0064
 BN0064  STATE/COUNTY-  TX/BURNET
 BN0064  USGS QUAD   -  MARBLE FALLS (1967)
 BN0064
 BN0064                         *CURRENT SURVEY CONTROL
 BN0064  ___________________________________________________________________
 BN0064* NAD 83(1993)-  30 34 07.34949(N)    098 16 35.14886(W)     ADJUSTED  
 BN0064* NAVD 88     -       237.858  (meters)     780.37   (feet)  ADJUSTED  
 BN0064  ___________________________________________________________________
 BN0064  X           -    -791,237.622 (meters)                     COMP
 BN0064  Y           -  -5,439,400.472 (meters)                     COMP
 BN0064  Z           -   3,224,924.073 (meters)                     COMP
 BN0064  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 BN0064  ELLIP HEIGHT-         213.81  (meters)          (02/16/96) GPS OBS
 BN0064  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 BN0064  DYNAMIC HT  -         237.541 (meters)     779.33  (feet)  COMP
 BN0064  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 BN0064
 BN0064  HORZ ORDER  -  THIRD
 BN0064  VERT ORDER  -  SECOND    CLASS 0
 BN0064  ELLP ORDER  -  FIFTH     CLASS I
 BN0064
 BN0064.The horizontal coordinates were established by GPS observations
 BN0064.and adjusted by the National Geodetic Survey in February 1996..
 BN0064
 BN0064.The orthometric height was determined by differential leveling
 BN0064.and adjusted by the National Geodetic Survey in June 1991..
 BN0064
 BN0064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0064
 BN0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0064
 BN0064.The ellipsoidal height was determined by GPS observations
 BN0064.and is referenced to NAD 83.
 BN0064
 BN0064.The geoid height was determined by GEOID03.
 BN0064
 BN0064.The dynamic height is computed by dividing the NAVD 88
 BN0064.geopotential number by the normal gravity value computed on the
 BN0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0064.degrees latitude (g = 980.6199 gals.).
 BN0064
 BN0064.The modeled gravity was interpolated from observed gravity values.
 BN0064
 BN0064;                    North         East     Units Scale Factor Converg.
 BN0064;SPC TX C     - 3,101,820.368   897,292.575   MT  0.99991007   +1 03 33.9
 BN0064;SPC TX C     -10,176,555.66  2,943,867.39   sFT  0.99991007   +1 03 33.9
 BN0064;UTM  14      - 3,382,028.389   569,386.181   MT  0.99965939   +0 22 04.8
 BN0064
 BN0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0064!SPC TX C     -   0.99996642  x   0.99991007  =   0.99987650
 BN0064!UTM  14      -   0.99996642  x   0.99965939  =   0.99962583
 BN0064
 BN0064                          SUPERSEDED SURVEY CONTROL
 BN0064
 BN0064  NAD 83(1986)-  30 34 07.35408(N)    098 16 35.14891(W) AD(       ) 3
 BN0064  NAD 27      -  30 34 06.65468(N)    098 16 34.04230(W) AD(       ) 3
 BN0064  NGVD 29 (??/??/92)  237.800  (m)          780.18   (f) ADJ UNCH    2 0
 BN0064
 BN0064.Superseded values are not recommended for survey control.
 BN0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0064.See file dsdata.txt to determine how the superseded data were derived.
 BN0064
 BN0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6938682028(NAD 83)
 BN0064_MARKER: DB = BENCH MARK DISK
 BN0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0064_SP_SET: FOOTING
 BN0064_STAMPING: P-322 1935
 BN0064_MARK LOGO: CGS   
 BN0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0064+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1989
 BN0064
 BN0064  HISTORY     - Date     Condition        Report By
 BN0064  HISTORY     - 1935     MONUMENTED       CGS
 BN0064  HISTORY     - 19880402 GOOD             NGS
 BN0064  HISTORY     - 19881209 GOOD             NGS
 BN0064  HISTORY     - 19890118 GOOD
 BN0064  HISTORY     - 19951122 MARK NOT FOUND   LOCENG
 BN0064
 BN0064                          STATION DESCRIPTION
 BN0064
 BN0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0064'IN MARBLE FALLS.
 BN0064'IN N. E. CORNER CONCRETE FOOTING OF THE WATER TOWER.
 BN0064
 BN0064                          STATION RECOVERY (1988)
 BN0064
 BN0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BN0064'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
 BN0064'WITH THE FOLLOWING CHANGES.
 BN0064'THE STATION IS SET 42.6 M (139.8 FT) SOUTHWEST OF THE NORTHWEST END OF
 BN0064'THE BRIDGE FENCE, 49.3 M (161.7 FT) SOUTH OF THE CENTER OF THE
 BN0064'STREET, AND 19.0 M (62.3 FT) WEST OF THE CENTER OF THE DIM TRACK
 BN0064'ROAD.
 BN0064
 BN0064                          STATION RECOVERY (1988)
 BN0064
 BN0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BN0064'RECOVERED IN GOOD CONDITION.
 BN0064
 BN0064                          STATION RECOVERY (1989)
 BN0064
 BN0064'RECOVERED 1989
 BN0064'RECOVERED IN GOOD CONDITION.
 BN0064
 BN0064                          STATION RECOVERY (1995)
 BN0064
 BN0064'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 BN0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9584 ***********************************************************************
 AA9584  DESIGNATION -  P 322 RESET
 AA9584  PID         -  AA9584
 AA9584  STATE/COUNTY-  TX/BURNET
 AA9584  USGS QUAD   -  MARBLE FALLS (1967)
 AA9584
 AA9584                         *CURRENT SURVEY CONTROL
 AA9584  ___________________________________________________________________
 AA9584* NAD 83(1986)-  30 34 07.     (N)    098 16 35.     (W)     SCALED    
 AA9584* NAVD 88     -       234.51   (meters)     769.4    (feet)  RESET     
 AA9584  ___________________________________________________________________
 AA9584  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AA9584
 AA9584  VERT ORDER  -  THIRD
 AA9584
 AA9584.The horizontal coordinates were scaled from a topographic map and have
 AA9584.an estimated accuracy of +/- 6 seconds.
 AA9584
 AA9584.The orthometric height was computed from unverified reset data.
 AA9584
 AA9584.The geoid height was determined by GEOID03.
 AA9584
 AA9584;                    North         East    Units  Estimated Accuracy
 AA9584;SPC TX C     - 3,101,810.      897,300.      MT  (+/- 180 meters Scaled)
 AA9584
 AA9584                          SUPERSEDED SURVEY CONTROL
 AA9584
 AA9584.No superseded survey control is available for this station.
 AA9584
 AA9584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU693820(NAD 83)
 AA9584_MARKER: DV = VERTICAL CONTROL DISK
 AA9584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9584_STAMPING: P 322 RESET 1995
 AA9584_MARK LOGO: NGS   
 AA9584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9584+STABILITY: SURFACE MOTION
 AA9584
 AA9584  HISTORY     - Date     Condition        Report By
 AA9584  HISTORY     - 1995     MONUMENTED       LOCENG
 AA9584
 AA9584                          STATION DESCRIPTION
 AA9584
 AA9584'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (TN)
 AA9584'GO SOUTH FROM THE INTERSECTION OF HIGHWAY 1431 AND 281 APPROXIMATELY
 AA9584'3/4 MILE TO YETT STREET, TURN RIGHT OR WEST, (YETT STREET IS THE FIRST
 AA9584'STREET ON THE NORTH SIDE OF THE BRIDGE ON HIGHWAY 281 THAT YOU CAN
 AA9584'TURN WEST ON) .  TURN OFF OF HIGHWAY 281, GO APPROXIMATELY 200 FEET
 AA9584'(61.0 M) TO STATION ON THE RIGHT OR NORTH SIDE OF YETT STREET. STATION
 AA9584'IS SLIGHTLY RECESSED, 3.6 FEET (1.1 M) FROM THE SOUTHEASTERLY CORNER
 AA9584'OF A ROCK WALL, 2.5 FEET (0.8 M) EAST OF PAVEMENT EDGE AND 11.0 FEET
 AA9584'(3.4 M) NORTHEAST OF THE BACK OF A CURB.  OLD STATION IS 82.856 M
 AA9584'(271.837 FT) NORTH OF STATION.  MONUMENT IS 2 FEET (0.6 M) DEEP (DUG
 AA9584'IN SOLID ROCK) AND BELL SHAPED AT BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0207 ***********************************************************************
 AY0207  DESIGNATION -  P 323
 AY0207  PID         -  AY0207
 AY0207  STATE/COUNTY-  TX/COMAL
 AY0207  USGS QUAD   -  SMITHSON VALLEY (1994)
 AY0207
 AY0207                         *CURRENT SURVEY CONTROL
 AY0207  ___________________________________________________________________
 AY0207* NAD 83(1986)-  29 46 23.     (N)    098 17 16.     (W)     SCALED    
 AY0207* NAVD 88     -       355.953  (meters)    1167.82   (feet)  ADJUSTED  
 AY0207  ___________________________________________________________________
 AY0207  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AY0207  DYNAMIC HT  -         355.440 (meters)    1166.14  (feet)  COMP
 AY0207  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 AY0207
 AY0207  VERT ORDER  -  SECOND    CLASS 0
 AY0207
 AY0207.The horizontal coordinates were scaled from a topographic map and have
 AY0207.an estimated accuracy of +/- 6 seconds.
 AY0207
 AY0207.The orthometric height was determined by differential leveling
 AY0207.and adjusted by the National Geodetic Survey in June 1991..
 AY0207
 AY0207.The geoid height was determined by GEOID03.
 AY0207
 AY0207.The dynamic height is computed by dividing the NAVD 88
 AY0207.geopotential number by the normal gravity value computed on the
 AY0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0207.degrees latitude (g = 980.6199 gals.).
 AY0207
 AY0207.The modeled gravity was interpolated from observed gravity values.
 AY0207
 AY0207;                    North         East    Units  Estimated Accuracy
 AY0207;SPC TXSC     - 4,215,180.      668,870.      MT  (+/- 180 meters Scaled)
 AY0207
 AY0207                          SUPERSEDED SURVEY CONTROL
 AY0207
 AY0207  NGVD 29 (??/??/92)  355.847  (m)         1167.47   (f) ADJ UNCH    2 0
 AY0207
 AY0207.Superseded values are not recommended for survey control.
 AY0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0207.See file dsdata.txt to determine how the superseded data were derived.
 AY0207
 AY0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT688938(NAD 83)
 AY0207_MARKER: DB = BENCH MARK DISK
 AY0207_SETTING: 66 = SET IN ROCK OUTCROP
 AY0207_SP_SET: ROCK OUTCROP
 AY0207_STAMPING: P-323 1935
 AY0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0207+STABILITY: POSITION/ELEVATION WELL
 AY0207
 AY0207  HISTORY     - Date     Condition        Report By
 AY0207  HISTORY     - 1935     MONUMENTED       CGS
 AY0207  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY0207  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0207  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0207
 AY0207                          STATION DESCRIPTION
 AY0207
 AY0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY0207'11.8 MI NW FROM NEW BRAUNFELS.
 AY0207'11.8 MILES NORTHWEST OF AND ALONG STATE HIGHWAY 46.  IN AN OUTCROP
 AY0207'ROCK.  34 FT. N. OF A T FENCE RUNNING E. AND W.  10 FT. W. OF A FORKED
 AY0207'POST OAK TREE.  106 FT. W. OF CENTERLINE OF HIGHWAY.  61 FT. W. OF R.
 AY0207'O. W. FENCE.  ROCK PAINTED U. S. B. M.
 AY0207
 AY0207                          STATION RECOVERY (1953)
 AY0207
 AY0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY0207'MARK NOT FOUND.
 AY0207
 AY0207                          STATION RECOVERY (1989)
 AY0207
 AY0207'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0207'MARK NOT FOUND.
 AY0207
 AY0207                          STATION RECOVERY (1999)
 AY0207
 AY0207'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0300 ***********************************************************************
 BM0300  DESIGNATION -  P 325
 BM0300  PID         -  BM0300
 BM0300  STATE/COUNTY-  TX/MILAM
 BM0300  USGS QUAD   -  CAMERON (1989)
 BM0300
 BM0300                         *CURRENT SURVEY CONTROL
 BM0300  ___________________________________________________________________
 BM0300* NAD 83(1986)-  30 48 12.     (N)    096 58 36.     (W)     SCALED    
 BM0300* NAVD 88     -       103.05   (+/-2cm)     338.1    (feet)  VERTCON   
 BM0300  ___________________________________________________________________
 BM0300  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0300
 BM0300  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0300
 BM0300.The horizontal coordinates were scaled from a topographic map and have
 BM0300.an estimated accuracy of +/- 6 seconds.
 BM0300
 BM0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0300.The vertical order pertains to the NGVD 29 superseded value.
 BM0300
 BM0300.The geoid height was determined by GEOID03.
 BM0300
 BM0300;                    North         East    Units  Estimated Accuracy
 BM0300;SPC TX C     - 3,130,850.    1,021,150.      MT  (+/- 180 meters Scaled)
 BM0300
 BM0300                          SUPERSEDED SURVEY CONTROL
 BM0300
 BM0300  NGVD 29 (??/??/92)  102.998  (m)          337.92   (f) ADJ UNCH    2 0
 BM0300
 BM0300.Superseded values are not recommended for survey control.
 BM0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0300.See file dsdata.txt to determine how the superseded data were derived.
 BM0300
 BM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV935095(NAD 83)
 BM0300_MARKER: DB = BENCH MARK DISK
 BM0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0300_SP_SET: ABUTMENT
 BM0300_STAMPING: P 325 1935
 BM0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0300
 BM0300  HISTORY     - Date     Condition        Report By
 BM0300  HISTORY     - 1935     MONUMENTED       CGS
 BM0300  HISTORY     - 1961     GOOD             USGS
 BM0300
 BM0300                          STATION DESCRIPTION
 BM0300
 BM0300'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BM0300'2.1 MI NE FROM MINERVA.
 BM0300'2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 BM0300'MINERVA, TO A GRAVELED Y-ROAD, THENCE LEFT ALONG A GRAVELED ROAD 0.7
 BM0300'MILE TO A DRIVEWAY AND A LANE LEADING NORTHWEST, THENCE LEFT (NW) 0.3
 BM0300'MILE ALONG THE DRIVEWAY AND LANE TO DISMANTLED RR, THENCE RIGHT ALONG
 BM0300'RR FILL 0.5 MILE TO END OF FILL.  A STANDARD DISK, STAMPED P 325 1935
 BM0300'AND SET IN THE TOP OF THE SOUTHWEST END OF A CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0237 ***********************************************************************
 BM0237  DESIGNATION -  P 326
 BM0237  PID         -  BM0237
 BM0237  STATE/COUNTY-  TX/FAYETTE
 BM0237  USGS QUAD   -  LEDBETTER (1988)
 BM0237
 BM0237                         *CURRENT SURVEY CONTROL
 BM0237  ___________________________________________________________________
 BM0237* NAD 83(1986)-  30 09 04.     (N)    096 47 30.     (W)     SCALED    
 BM0237* NAVD 88     -       131.92   (+/-2cm)     432.8    (feet)  VERTCON   
 BM0237  ___________________________________________________________________
 BM0237  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BM0237
 BM0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0237
 BM0237.The horizontal coordinates were scaled from a topographic map and have
 BM0237.an estimated accuracy of +/- 6 seconds.
 BM0237
 BM0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0237.The vertical order pertains to the NGVD 29 superseded value.
 BM0237
 BM0237.The geoid height was determined by GEOID03.
 BM0237
 BM0237;                    North         East    Units  Estimated Accuracy
 BM0237;SPC TXSC     - 4,258,890.      812,730.      MT  (+/- 180 meters Scaled)
 BM0237
 BM0237                          SUPERSEDED SURVEY CONTROL
 BM0237
 BM0237  NGVD 29 (??/??/92)  131.871  (m)          432.65   (f) ADJ UNCH    2 0
 BM0237
 BM0237.Superseded values are not recommended for survey control.
 BM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0237.See file dsdata.txt to determine how the superseded data were derived.
 BM0237
 BM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU126375(NAD 83)
 BM0237_MARKER: DB = BENCH MARK DISK
 BM0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0237_STAMPING: P 326 1935
 BM0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0237+STABILITY: SURFACE MOTION
 BM0237
 BM0237  HISTORY     - Date     Condition        Report By
 BM0237  HISTORY     - 1935     MONUMENTED       CGS
 BM0237  HISTORY     - 1957     MARK NOT FOUND   NGS
 BM0237
 BM0237                          STATION DESCRIPTION
 BM0237
 BM0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BM0237'IN LEDBETTER.
 BM0237'AT LEDBETTER, FAYETTE COUNTY, 158 FEET WEST OF THE SOUTHERN PACIFIC
 BM0237'RAILROAD STATION, 0.4 MILE EAST OF MILEPOST 47, AT A ROAD CROSSING, 80
 BM0237'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 20, AND 43 FEET SOUTH OF
 BM0237'THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED P 326 1935
 BM0237'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0311 ***********************************************************************
 BM0311  DESIGNATION -  P 327
 BM0311  PID         -  BM0311
 BM0311  STATE/COUNTY-  TX/MILAM
 BM0311  USGS QUAD   -  CAMERON (1989)
 BM0311
 BM0311                         *CURRENT SURVEY CONTROL
 BM0311  ___________________________________________________________________
 BM0311* NAD 83(1986)-  30 50 48.     (N)    096 59 12.     (W)     SCALED    
 BM0311* NAVD 88     -       119.75   (+/-2cm)     392.9    (feet)  VERTCON   
 BM0311  ___________________________________________________________________
 BM0311  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0311
 BM0311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0311
 BM0311.The horizontal coordinates were scaled from a topographic map and have
 BM0311.an estimated accuracy of +/- 6 seconds.
 BM0311
 BM0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0311.The vertical order pertains to the NGVD 29 superseded value.
 BM0311
 BM0311.The geoid height was determined by GEOID03.
 BM0311
 BM0311;                    North         East    Units  Estimated Accuracy
 BM0311;SPC TX C     - 3,135,620.    1,020,050.      MT  (+/- 180 meters Scaled)
 BM0311
 BM0311                          SUPERSEDED SURVEY CONTROL
 BM0311
 BM0311  NGVD 29 (??/??/92)  119.692  (m)          392.69   (f) ADJ UNCH    2 0
 BM0311
 BM0311.Superseded values are not recommended for survey control.
 BM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0311.See file dsdata.txt to determine how the superseded data were derived.
 BM0311
 BM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV925143(NAD 83)
 BM0311_MARKER: DB = BENCH MARK DISK
 BM0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0311_STAMPING: P 327 1935
 BM0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0311+STABILITY: SURFACE MOTION
 BM0311
 BM0311  HISTORY     - Date     Condition        Report By
 BM0311  HISTORY     - 1935     MONUMENTED       CGS
 BM0311  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0311
 BM0311                          STATION DESCRIPTION
 BM0311
 BM0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0311'IN CAMERON.
 BM0311'AT CAMERON AND ALONG THE SANTE FE R R AT MILEAGE 188.3.  22 FEET W OF
 BM0311'CENTER OF TRACK.  51 FEET NE OF RAILWAY SIGNAL HOUSE.  NEAR LIGHT
 BM0311'POLE.
 BM0311
 BM0311                          STATION RECOVERY (1999)
 BM0311
 BM0311'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0738 ***********************************************************************
 BM0738  DESIGNATION -  P 328
 BM0738  PID         -  BM0738
 BM0738  STATE/COUNTY-  TX/WILLIAMSON
 BM0738  USGS QUAD   -  WEIR (1982)
 BM0738
 BM0738                         *CURRENT SURVEY CONTROL
 BM0738  ___________________________________________________________________
 BM0738* NAD 83(1986)-  30 41 03.     (N)    097 32 41.     (W)     SCALED    
 BM0738* NAVD 88     -       220.243  (meters)     722.58   (feet)  ADJUSTED  
 BM0738  ___________________________________________________________________
 BM0738  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BM0738  DYNAMIC HT  -         219.948 (meters)     721.61  (feet)  COMP
 BM0738  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 BM0738
 BM0738  VERT ORDER  -  FIRST     CLASS II
 BM0738
 BM0738.The horizontal coordinates were scaled from a topographic map and have
 BM0738.an estimated accuracy of +/- 6 seconds.
 BM0738
 BM0738.The orthometric height was determined by differential leveling
 BM0738.and adjusted by the National Geodetic Survey in June 1991..
 BM0738
 BM0738.The geoid height was determined by GEOID03.
 BM0738
 BM0738.The dynamic height is computed by dividing the NAVD 88
 BM0738.geopotential number by the normal gravity value computed on the
 BM0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0738.degrees latitude (g = 980.6199 gals.).
 BM0738
 BM0738.The modeled gravity was interpolated from observed gravity values.
 BM0738
 BM0738;                    North         East    Units  Estimated Accuracy
 BM0738;SPC TX C     - 3,116,140.      967,140.      MT  (+/- 180 meters Scaled)
 BM0738
 BM0738                          SUPERSEDED SURVEY CONTROL
 BM0738
 BM0738  NGVD 29 (??/??/92)  220.159  (m)          722.30   (f) ADJ UNCH    1 2
 BM0738
 BM0738.Superseded values are not recommended for survey control.
 BM0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0738.See file dsdata.txt to determine how the superseded data were derived.
 BM0738
 BM0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU393955(NAD 83)
 BM0738_MARKER: DB = BENCH MARK DISK
 BM0738_SETTING: 66 = SET IN ROCK OUTCROP
 BM0738_SP_SET: OUTCROP
 BM0738_STAMPING: P 328 1935
 BM0738_MARK LOGO: CGS   
 BM0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0738+STABILITY: POSITION/ELEVATION WELL
 BM0738
 BM0738  HISTORY     - Date     Condition        Report By
 BM0738  HISTORY     - 1935     MONUMENTED       CGS
 BM0738  HISTORY     - 1954     GOOD             NGS
 BM0738  HISTORY     - 1980     GOOD             NGS
 BM0738  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0738  HISTORY     - 20020717 MARK NOT FOUND   USPSQD
 BM0738
 BM0738                          STATION DESCRIPTION
 BM0738
 BM0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0738'2.55 MI E FROM WEIR.
 BM0738'2.55 MILES EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 BM0738'FROM THE STATION AT WEIR, 11 1/2 POLES EAST OF MILEPOST 915, 15 RAILS
 BM0738'EAST OF A GRAVELED ROAD CROSSING, 24.6 FEET NORTHWEST OF THE NORTHWEST
 BM0738'RAIL, 3 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A LARGE
 BM0738'LIMESTONE OUTCROP.
 BM0738
 BM0738                          STATION RECOVERY (1980)
 BM0738
 BM0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0738'4.2 KM (2.6 MI) NORTHEAST ALONG FARM ROAD 971 FROM THE JUNCTION OF
 BM0738'FARM ROAD 1105 IN WEIR, AT THE SOUTHWEST END OF A RAILROAD CUT THROUGH
 BM0738'A HILL, 7.5 METERS (24.6 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 BM0738'MISSOURI KANSAS AND TEXAS RAILROAD, IN TOP OF A LIMESTONE OUTCROP.
 BM0738
 BM0738                          STATION RECOVERY (1999)
 BM0738
 BM0738'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0738'MARK NOT FOUND.
 BM0738
 BM0738                          STATION RECOVERY (2002)
 BM0738
 BM0738'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BM0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0026 ***********************************************************************
 AY0026  DESIGNATION -  P 329
 AY0026  PID         -  AY0026
 AY0026  STATE/COUNTY-  TX/COMAL
 AY0026  USGS QUAD   -  HUNTER (1994)
 AY0026
 AY0026                         *CURRENT SURVEY CONTROL
 AY0026  ___________________________________________________________________
 AY0026* NAD 83(1986)-  29 45 57.     (N)    098 04 26.     (W)     SCALED    
 AY0026* NAVD 88     -       214.817  (meters)     704.78   (feet)  ADJUSTED  
 AY0026  ___________________________________________________________________
 AY0026  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY0026  DYNAMIC HT  -         214.511 (meters)     703.77  (feet)  COMP
 AY0026  MODELED GRAV-     979,214.2   (mgal)                       NAVD 88
 AY0026
 AY0026  VERT ORDER  -  FIRST     CLASS II
 AY0026
 AY0026.The horizontal coordinates were scaled from a topographic map and have
 AY0026.an estimated accuracy of +/- 6 seconds.
 AY0026
 AY0026.The orthometric height was determined by differential leveling
 AY0026.and adjusted by the National Geodetic Survey in June 1991..
 AY0026
 AY0026.The geoid height was determined by GEOID03.
 AY0026
 AY0026.The dynamic height is computed by dividing the NAVD 88
 AY0026.geopotential number by the normal gravity value computed on the
 AY0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0026.degrees latitude (g = 980.6199 gals.).
 AY0026
 AY0026.The modeled gravity was interpolated from observed gravity values.
 AY0026
 AY0026;                    North         East    Units  Estimated Accuracy
 AY0026;SPC TXSC     - 4,214,530.      689,560.      MT  (+/- 180 meters Scaled)
 AY0026
 AY0026                          SUPERSEDED SURVEY CONTROL
 AY0026
 AY0026  NGVD 29 (??/??/92)  214.725  (m)          704.48   (f) ADJ UNCH    1 2
 AY0026
 AY0026.Superseded values are not recommended for survey control.
 AY0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0026.See file dsdata.txt to determine how the superseded data were derived.
 AY0026
 AY0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT895931(NAD 83)
 AY0026_MARKER: DB = BENCH MARK DISK
 AY0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0026_STAMPING: P 329 1935
 AY0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0026+STABILITY: SURFACE MOTION
 AY0026
 AY0026  HISTORY     - Date     Condition        Report By
 AY0026  HISTORY     - 1935     MONUMENTED       CGS
 AY0026  HISTORY     - 1943     GOOD             NGS
 AY0026  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0026  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0026  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0026
 AY0026                          STATION DESCRIPTION
 AY0026
 AY0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0026'4.0 MI SW FROM HUNTER.
 AY0026'4.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AY0026'STATION AT HUNTER, COMAL COUNTY, 0.1 MILE NORTHEAST OF MILEPOST 221,
 AY0026'AT A ROAD CROSSING, 27 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 AY0026'48 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 2 FEET NORTHWEST OF
 AY0026'THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AY0026'POST, AND 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 329
 AY0026'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 AY0026'GROUND.
 AY0026
 AY0026                          STATION RECOVERY (1980)
 AY0026
 AY0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0026'SEARCHED FOR, NOT RECOVERED.
 AY0026
 AY0026                          STATION RECOVERY (1993)
 AY0026
 AY0026'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0026'MARK NOT FOUND.
 AY0026
 AY0026                          STATION RECOVERY (1999)
 AY0026
 AY0026'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0232 ***********************************************************************
 AB0232  DESIGNATION -  P 33
 AB0232  PID         -  AB0232
 AB0232  STATE/COUNTY-  TX/CAMERON
 AB0232  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0232
 AB0232                         *CURRENT SURVEY CONTROL
 AB0232  ___________________________________________________________________
 AB0232* NAD 83(1986)-  26 05 35.     (N)    097 17 03.     (W)     SCALED    
 AB0232* NAVD 88     -         3.214  (meters)      10.54   (feet)  ADJUSTED  
 AB0232  ___________________________________________________________________
 AB0232  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 AB0232  DYNAMIC HT  -           3.209 (meters)      10.53  (feet)  COMP
 AB0232  MODELED GRAV-     979,062.3   (mgal)                       NAVD 88
 AB0232
 AB0232  VERT ORDER  -  FIRST     CLASS II
 AB0232
 AB0232.The horizontal coordinates were scaled from a topographic map and have
 AB0232.an estimated accuracy of +/- 6 seconds.
 AB0232
 AB0232.The orthometric height was determined by differential leveling
 AB0232.and adjusted by the National Geodetic Survey in June 1991..
 AB0232
 AB0232.The geoid height was determined by GEOID03.
 AB0232
 AB0232.The dynamic height is computed by dividing the NAVD 88
 AB0232.geopotential number by the normal gravity value computed on the
 AB0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0232.degrees latitude (g = 980.6199 gals.).
 AB0232
 AB0232.The modeled gravity was interpolated from observed gravity values.
 AB0232
 AB0232;                    North         East    Units  Estimated Accuracy
 AB0232;SPC TX S     - 5,047,830.      421,630.      MT  (+/- 180 meters Scaled)
 AB0232
 AB0232                          SUPERSEDED SURVEY CONTROL
 AB0232
 AB0232  NGVD 29 (??/??/92)    3.316  (m)           10.88   (f) ADJ UNCH    1 2
 AB0232
 AB0232.Superseded values are not recommended for survey control.
 AB0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0232.See file dsdata.txt to determine how the superseded data were derived.
 AB0232
 AB0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP715871(NAD 83)
 AB0232_MARKER: DD = SURVEY DISK
 AB0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0232_SP_SET: CULVERT
 AB0232_STAMPING: 10.67 P 33
 AB0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0232
 AB0232  HISTORY     - Date     Condition        Report By
 AB0232  HISTORY     - UNK      MONUMENTED
 AB0232  HISTORY     - 1951     GOOD             NGS
 AB0232  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0232  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0232  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0232
 AB0232                          STATION DESCRIPTION
 AB0232
 AB0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0232'5.2 MI W FROM PORT ISABEL.
 AB0232'5.2 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0232'ISABEL, CAMERON COUNTY, 350 FEET SOUTHEAST OF THE JUNCTION OF THE
 AB0232'LAGUNA VISTA ROAD, AT A SMALL CONCRETE CULVERT, IN THE CENTER OF THE
 AB0232'TOP OF THE NORTH HEADWALL, 16 FEET NORTH OF THE CENTERLINE OF THE
 AB0232'HIGHWAY, AND 1.6 FEET HIGHER THAN THE HIGHWAY.
 AB0232
 AB0232                          STATION RECOVERY (1963)
 AB0232
 AB0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0232'MARK NOT FOUND.
 AB0232
 AB0232                          STATION RECOVERY (1982)
 AB0232
 AB0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0232'MARK NOT FOUND.
 AB0232
 AB0232                          STATION RECOVERY (1987)
 AB0232
 AB0232'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0715 ***********************************************************************
 AN0715  DESIGNATION -  P 330
 AN0715  PID         -  AN0715
 AN0715  STATE/COUNTY-  TX/JACKSON
 AN0715  USGS QUAD   -  EDNA (1995)
 AN0715
 AN0715                         *CURRENT SURVEY CONTROL
 AN0715  ___________________________________________________________________
 AN0715* NAD 83(1986)-  28 59 04.     (N)    096 39 02.     (W)     SCALED    
 AN0715* NAVD 88     -        20.26   (+/-2cm)      66.5    (feet)  VERTCON   
 AN0715  ___________________________________________________________________
 AN0715  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0715
 AN0715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0715
 AN0715.The horizontal coordinates were scaled from a topographic map and have
 AN0715.an estimated accuracy of +/- 6 seconds.
 AN0715
 AN0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0715.The vertical order pertains to the NGVD 29 superseded value.
 AN0715
 AN0715.The geoid height was determined by GEOID03.
 AN0715
 AN0715;                    North         East    Units  Estimated Accuracy
 AN0715;SPC TXSC     - 4,129,870.      828,920.      MT  (+/- 180 meters Scaled)
 AN0715
 AN0715                          SUPERSEDED SURVEY CONTROL
 AN0715
 AN0715  NGVD 29 (??/??/92)   20.274  (m)           66.52   (f) ADJ UNCH    2 0
 AN0715
 AN0715.Superseded values are not recommended for survey control.
 AN0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0715.See file dsdata.txt to determine how the superseded data were derived.
 AN0715
 AN0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT289085(NAD 83)
 AN0715_MARKER: DB = BENCH MARK DISK
 AN0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0715+STABILITY: SURFACE MOTION
 AN0715
 AN0715  HISTORY     - Date     Condition        Report By
 AN0715  HISTORY     - UNK      MONUMENTED       CGS
 AN0715  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0715
 AN0715                          STATION DESCRIPTION
 AN0715
 AN0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0715'IN EDNA.
 AN0715'ON THE HALLETTSVILLE, ROAD, AT THE NORTHWEST CITY LIMITS, 70 FEET EAST
 AN0715'OF THE NORTHWEST CORNER OF A PUBLIC SCHOOL LAWN, 33 FEET SOUTH OF THE
 AN0715'CENTERLINE OF THE ROAD, AND IN LINE WITH A ROW OF POLES, AND SET IN
 AN0715'THE TOP OF A CONCRETE POST.  NOTE-- A CONCRETE POST WAS FOUND AT THE
 AN0715'DESCRIBED LOCATION WITH THE IMPRINT OF A DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1017 ***********************************************************************
 AN1017  DESIGNATION -  P 332
 AN1017  PID         -  AN1017
 AN1017  STATE/COUNTY-  TX/GOLIAD
 AN1017  USGS QUAD   -  GOLIAD (1987)
 AN1017
 AN1017                         *CURRENT SURVEY CONTROL
 AN1017  ___________________________________________________________________
 AN1017* NAD 83(1986)-  28 39 00.     (N)    097 23 52.     (W)     SCALED    
 AN1017* NAVD 88     -        47.21   (+/-2cm)     154.9    (feet)  VERTCON   
 AN1017  ___________________________________________________________________
 AN1017  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1017
 AN1017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1017
 AN1017.The horizontal coordinates were scaled from a topographic map and have
 AN1017.an estimated accuracy of +/- 6 seconds.
 AN1017
 AN1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1017.The vertical order pertains to the NGVD 29 superseded value.
 AN1017
 AN1017.The geoid height was determined by GEOID03.
 AN1017
 AN1017;                    North         East    Units  Estimated Accuracy
 AN1017;SPC TXSC     - 4,091,580.      756,630.      MT  (+/- 180 meters Scaled)
 AN1017
 AN1017                          SUPERSEDED SURVEY CONTROL
 AN1017
 AN1017  NGVD 29 (??/??/92)   47.275  (m)          155.10   (f) ADJ UNCH    2 0
 AN1017
 AN1017.Superseded values are not recommended for survey control.
 AN1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1017.See file dsdata.txt to determine how the superseded data were derived.
 AN1017
 AN1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS565702(NAD 83)
 AN1017_MARKER: DB = BENCH MARK DISK
 AN1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1017_STAMPING: P 332 1935
 AN1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1017+STABILITY: SURFACE MOTION
 AN1017
 AN1017  HISTORY     - Date     Condition        Report By
 AN1017  HISTORY     - 1935     MONUMENTED       CGS
 AN1017  HISTORY     - 1943     GOOD             NGS
 AN1017
 AN1017                          STATION DESCRIPTION
 AN1017
 AN1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1017'1.6 MI S FROM GOLIAD.
 AN1017'1.6 MILES S OF COUNTY COURTHOUSE AND ALONG THE S P R R 200 FEET ALONG
 AN1017'TRACK (SOUTH) FROM MILEPOST 118.  42 FEET SE OF CENTER OF TRACK. CLOSE
 AN1017'TO THE R/W FENCE.  IN LINE WITH FENCE LEADING TO CATTLEGUARD NO. 118
 AN1017'D.  NOTE-- 1 FT NW OF REF. POST.
 AN1017
 AN1017                          STATION RECOVERY (1943)
 AN1017
 AN1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AN1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1052 ***********************************************************************
 AX1052  DESIGNATION -  P 333
 AX1052  PID         -  AX1052
 AX1052  STATE/COUNTY-  TX/COLORADO
 AX1052  USGS QUAD   -  FRELSBURG (1981)
 AX1052
 AX1052                         *CURRENT SURVEY CONTROL
 AX1052  ___________________________________________________________________
 AX1052* NAD 83(1986)-  29 45 16.     (N)    096 36 05.     (W)     SCALED    
 AX1052* NAVD 88     -        77.15   (+/-2cm)     253.1    (feet)  VERTCON   
 AX1052  ___________________________________________________________________
 AX1052  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX1052
 AX1052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1052
 AX1052.The horizontal coordinates were scaled from a topographic map and have
 AX1052.an estimated accuracy of +/- 6 seconds.
 AX1052
 AX1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1052.The vertical order pertains to the NGVD 29 superseded value.
 AX1052
 AX1052.The geoid height was determined by GEOID03.
 AX1052
 AX1052;                    North         East    Units  Estimated Accuracy
 AX1052;SPC TXSC     - 4,215,290.      831,960.      MT  (+/- 180 meters Scaled)
 AX1052
 AX1052                          SUPERSEDED SURVEY CONTROL
 AX1052
 AX1052  NGVD 29 (??/??/92)   77.121  (m)          253.02   (f) ADJ UNCH    2 0
 AX1052
 AX1052.Superseded values are not recommended for survey control.
 AX1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1052.See file dsdata.txt to determine how the superseded data were derived.
 AX1052
 AX1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT319939(NAD 83)
 AX1052_MARKER: DB = BENCH MARK DISK
 AX1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1052_STAMPING: P 333 1935
 AX1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1052+STABILITY: SURFACE MOTION
 AX1052
 AX1052  HISTORY     - Date     Condition        Report By
 AX1052  HISTORY     - 1935     MONUMENTED       CGS
 AX1052  HISTORY     - 1949     GOOD             LOCSUR
 AX1052
 AX1052                          STATION DESCRIPTION
 AX1052
 AX1052'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949
 AX1052'4.4 MI NW FROM GLIDDEN.
 AX1052'4.4 MILES NORTHWEST ALONG THE ABANDONED LA GRANGE BRANCH OF THE
 AX1052'SOUTHERN PACIFIC RAILROAD FROM GLIDDEN, COLORADO COUNTY, 100 FEET
 AX1052'NORTHWEST OF MILEPOST 4, 80 FEET EAST OF A DIRT-ROAD CROSSING, 32 FEET
 AX1052'NORTHEAST OF THE CENTERLINE OF THE RAILROAD BED, NEAR THE RIGHT-OF-WAY
 AX1052'FENCE, AND 25 FEET NORTH OF THE CENTERLINE OF AN ABANDONED RAILROAD
 AX1052'TRACK.  A STANDARD DISK, STAMPED P 333 1935 AND SET IN THE TOP OF A
 AX1052'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1562 ***********************************************************************
 AN1562  DESIGNATION -  P 334
 AN1562  PID         -  AN1562
 AN1562  STATE/COUNTY-  TX/SAN PATRICIO
 AN1562  USGS QUAD   -  MATHIS (1979)
 AN1562
 AN1562                         *CURRENT SURVEY CONTROL
 AN1562  ___________________________________________________________________
 AN1562* NAD 83(1986)-  28 07 05.     (N)    097 48 18.     (W)     SCALED    
 AN1562* NAVD 88     -        48.799  (meters)     160.10   (feet)  POSTED    
 AN1562  ___________________________________________________________________
 AN1562  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN1562  DYNAMIC HT  -          48.730 (meters)     159.88  (feet)  COMP
 AN1562  MODELED GRAV-     979,132.9   (mgal)                       NAVD 88
 AN1562
 AN1562  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AN1562
 AN1562.The horizontal coordinates were scaled from a topographic map and have
 AN1562.an estimated accuracy of +/- 6 seconds.
 AN1562
 AN1562.The orthometric height was determined by differential leveling
 AN1562.and adjusted by the National Geodetic Survey in 1992..
 AN1562.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AN1562.rate of 1.1 thru 2.0 mm/km.
 AN1562
 AN1562.The geoid height was determined by GEOID03.
 AN1562
 AN1562.The dynamic height is computed by dividing the NAVD 88
 AN1562.geopotential number by the normal gravity value computed on the
 AN1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1562.degrees latitude (g = 980.6199 gals.).
 AN1562
 AN1562.The modeled gravity was interpolated from observed gravity values.
 AN1562
 AN1562;                    North         East    Units  Estimated Accuracy
 AN1562;SPC TX S     - 5,271,800.      368,290.      MT  (+/- 180 meters Scaled)
 AN1562
 AN1562                          SUPERSEDED SURVEY CONTROL
 AN1562
 AN1562  NGVD 29 (??/??/92)   48.844  (m)          160.25   (f) ADJ UNCH    2 0
 AN1562
 AN1562.Superseded values are not recommended for survey control.
 AN1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1562.See file dsdata.txt to determine how the superseded data were derived.
 AN1562
 AN1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS173108(NAD 83)
 AN1562_MARKER: DB = BENCH MARK DISK
 AN1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1562_STAMPING: P-334 1935
 AN1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1562+STABILITY: SURFACE MOTION
 AN1562
 AN1562  HISTORY     - Date     Condition        Report By
 AN1562  HISTORY     - 1935     MONUMENTED       CGS
 AN1562
 AN1562                          STATION DESCRIPTION
 AN1562
 AN1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1562'2.0 MI NE FROM MATHIS.
 AN1562'2.0 MILES NORTHEAST OF AND ALONG S.P.R.R. 45 FEET WEST OF THE TRACK. 2
 AN1562'FEET EAST OF THE RIGHT OF WAY FENCE.  20 FEET SOUTH ALONG TRACK FROM
 AN1562'MILE POST 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0074 ***********************************************************************
 AJ0074  DESIGNATION -  P 335
 AJ0074  PID         -  AJ0074
 AJ0074  STATE/COUNTY-  TX/JIM WELLS
 AJ0074  USGS QUAD   -  ALICE NORTH (1963)
 AJ0074
 AJ0074                         *CURRENT SURVEY CONTROL
 AJ0074  ___________________________________________________________________
 AJ0074* NAD 83(1986)-  27 47 55.     (N)    098 05 02.     (W)     SCALED    
 AJ0074* NAVD 88     -        60.829  (meters)     199.57   (feet)  POSTED    
 AJ0074  ___________________________________________________________________
 AJ0074  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AJ0074  DYNAMIC HT  -          60.730 (meters)     199.25  (feet)  COMP
 AJ0074  MODELED GRAV-     979,101.6   (mgal)                       NAVD 88
 AJ0074
 AJ0074  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AJ0074
 AJ0074.The horizontal coordinates were scaled from a topographic map and have
 AJ0074.an estimated accuracy of +/- 6 seconds.
 AJ0074
 AJ0074.The orthometric height was determined by differential leveling
 AJ0074.and adjusted by the National Geodetic Survey in 1992..
 AJ0074.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AJ0074.rate of 2.1 thru 3.0 mm/km.
 AJ0074
 AJ0074.The geoid height was determined by GEOID03.
 AJ0074
 AJ0074.The dynamic height is computed by dividing the NAVD 88
 AJ0074.geopotential number by the normal gravity value computed on the
 AJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0074.degrees latitude (g = 980.6199 gals.).
 AJ0074
 AJ0074.The modeled gravity was interpolated from observed gravity values.
 AJ0074
 AJ0074;                    North         East    Units  Estimated Accuracy
 AJ0074;SPC TX S     - 5,236,280.      341,010.      MT  (+/- 180 meters Scaled)
 AJ0074
 AJ0074                          SUPERSEDED SURVEY CONTROL
 AJ0074
 AJ0074  NGVD 29 (??/??/92)   60.928  (m)          199.89   (f) ADJ UNCH    2 0
 AJ0074
 AJ0074.Superseded values are not recommended for survey control.
 AJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0074.See file dsdata.txt to determine how the superseded data were derived.
 AJ0074
 AJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR902752(NAD 83)
 AJ0074_MARKER: DB = BENCH MARK DISK
 AJ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0074_STAMPING: P-335 1935
 AJ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0074+STABILITY: SURFACE MOTION
 AJ0074
 AJ0074  HISTORY     - Date     Condition        Report By
 AJ0074  HISTORY     - 1935     MONUMENTED       CGS
 AJ0074
 AJ0074                          STATION DESCRIPTION
 AJ0074
 AJ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0074'3.8 MI N FROM ALICE.
 AJ0074'3.8 MILES NORTH OF AND ALONG STATE HIGHWAY 66.  55 FEET WEST OF CENTER
 AJ0074'LINE OF HIGHWAY.  CLOSE TO RIGHT OF WAY FENCE.  FENCE MAKES SLIGHT
 AJ0074'ANGLE TO SOUTHWEST AT THIS POINT DUE TO RIGHT OF WAY BEING WIDENED TO
 AJ0074'MAKE ROOM FOR SMALL WAYSIDE PARK.  ABOUT 90 FEET SOUTH OF A SMALL
 AJ0074'HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0407 ***********************************************************************
 BY0407  DESIGNATION -  P 336
 BY0407  PID         -  BY0407
 BY0407  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0407  USGS QUAD   -  CHINQUAPIN (1984)
 BY0407
 BY0407                         *CURRENT SURVEY CONTROL
 BY0407  ___________________________________________________________________
 BY0407* NAD 83(1986)-  31 22 47.     (N)    094 05 36.     (W)     SCALED    
 BY0407* NAVD 88     -        93.45   (+/-2cm)     306.6    (feet)  VERTCON   
 BY0407  ___________________________________________________________________
 BY0407  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BY0407
 BY0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0407
 BY0407.The horizontal coordinates were scaled from a topographic map and have
 BY0407.an estimated accuracy of +/- 6 seconds.
 BY0407
 BY0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0407.The vertical order pertains to the NGVD 29 superseded value.
 BY0407
 BY0407.The geoid height was determined by GEOID03.
 BY0407
 BY0407;                    North         East    Units  Estimated Accuracy
 BY0407;SPC TX C     - 3,206,550.    1,293,200.      MT  (+/- 180 meters Scaled)
 BY0407
 BY0407                          SUPERSEDED SURVEY CONTROL
 BY0407
 BY0407  NGVD 29 (??/??/92)   93.473  (m)          306.67   (f) ADJ UNCH    2 0
 BY0407
 BY0407.Superseded values are not recommended for survey control.
 BY0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0407.See file dsdata.txt to determine how the superseded data were derived.
 BY0407
 BY0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ960722(NAD 83)
 BY0407_MARKER: DB = BENCH MARK DISK
 BY0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0407_STAMPING: P 336 1952
 BY0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0407+STABILITY: SURFACE MOTION
 BY0407
 BY0407  HISTORY     - Date     Condition        Report By
 BY0407  HISTORY     - 1952     MONUMENTED       CGS
 BY0407
 BY0407                          STATION DESCRIPTION
 BY0407
 BY0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0407'6.3 MI NW FROM BRONSON.
 BY0407'2.8 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0407'HIGHWAY 96 AT BRONSON, THENCE 0.4 MILE SOUTHWEST ALONG A CLAY ROAD,
 BY0407'THENCE 1.35 MILES NORTHWEST ALONG A CLAY ROAD, THENCE 0.75 MILE WEST
 BY0407'ALONG A DIRT ROAD, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 BY0407'THENCE 0.25 MILE NORTHWEST ALONG A GRADED DIRT ROAD, AT THE BURLSTON
 BY0407'SCHOOL DISTRICT 29, 341 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 BY0407'SCHOOLHOUSE, 69 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY
 BY0407'LEADING TO THE SCHOOLHOUSE, 49 FEET SOUTHWEST OF THE CENTER LINE OF
 BY0407'THE GRADED DIRT ROAD, 18 FEET EAST OF A 9 INCH PINE TREE, 12 FEET
 BY0407'NORTHWEST OF A POWER POLE, 3.7 FEET SOUTHEAST OF A WITNESS POST, SET
 BY0407'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BY0407'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0523 ***********************************************************************
 BY0523  DESIGNATION -  P 337
 BY0523  PID         -  BY0523
 BY0523  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0523  USGS QUAD   -  VEACH (1984)
 BY0523
 BY0523                         *CURRENT SURVEY CONTROL
 BY0523  ___________________________________________________________________
 BY0523* NAD 83(1986)-  31 10 49.     (N)    094 11 59.     (W)     SCALED    
 BY0523* NAVD 88     -        37.85   (+/-2cm)     124.2    (feet)  VERTCON   
 BY0523  ___________________________________________________________________
 BY0523  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BY0523
 BY0523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0523
 BY0523.The horizontal coordinates were scaled from a topographic map and have
 BY0523.an estimated accuracy of +/- 6 seconds.
 BY0523
 BY0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0523.The vertical order pertains to the NGVD 29 superseded value.
 BY0523
 BY0523.The geoid height was determined by GEOID03.
 BY0523
 BY0523;                    North         East    Units  Estimated Accuracy
 BY0523;SPC TX C     - 3,183,910.    1,284,320.      MT  (+/- 180 meters Scaled)
 BY0523
 BY0523                          SUPERSEDED SURVEY CONTROL
 BY0523
 BY0523  NGVD 29 (??/??/92)   37.869  (m)          124.24   (f) ADJ UNCH    2 0
 BY0523
 BY0523.Superseded values are not recommended for survey control.
 BY0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0523.See file dsdata.txt to determine how the superseded data were derived.
 BY0523
 BY0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ856502(NAD 83)
 BY0523_MARKER: DB = BENCH MARK DISK
 BY0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0523_STAMPING: P 337 1952
 BY0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0523+STABILITY: SURFACE MOTION
 BY0523
 BY0523  HISTORY     - Date     Condition        Report By
 BY0523  HISTORY     - 1952     MONUMENTED       CGS
 BY0523
 BY0523                          STATION DESCRIPTION
 BY0523
 BY0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0523'17.1 MI SE FROM ZAVALLA.
 BY0523'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0523'ZAVALLA, THENCE 3.95 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0523'0.35 MILE NORTHEAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHEAST ALONG
 BY0523'AN ABANDONED DIRT ROAD, THENCE 0.65 MILE EAST ALONG A GRADED DIRT
 BY0523'ROAD, THENCE 0.1 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.3 MILES
 BY0523'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A
 BY0523'FOOT TRAIL, IN THE CENTER OF A SMALL PASTURE, 0.1 MILE SOUTH OF A LONE
 BY0523'15 INCH OAK TREE, 570 FEET NORTH OF A CREEK, 11 FEET WEST OF THE
 BY0523'CENTER LINE OF THE TRAIL, 1.2 FEET EAST OF A WITNESS POST, SET IN THE
 BY0523'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0626 ***********************************************************************
 GK0626  DESIGNATION -  P 338
 GK0626  PID         -  GK0626
 GK0626  STATE/COUNTY-  TX/SHERMAN
 GK0626  USGS QUAD   -  SUNRAY (1972)
 GK0626
 GK0626                         *CURRENT SURVEY CONTROL
 GK0626  ___________________________________________________________________
 GK0626* NAD 83(1986)-  36 06 37.     (N)    101 49 44.     (W)     SCALED    
 GK0626* NAVD 88     -      1077.082  (meters)    3533.73   (feet)  ADJUSTED  
 GK0626  ___________________________________________________________________
 GK0626  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 GK0626  DYNAMIC HT  -        1075.874 (meters)    3529.76  (feet)  COMP
 GK0626  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 GK0626
 GK0626  VERT ORDER  -  SECOND    CLASS 0
 GK0626
 GK0626.The horizontal coordinates were scaled from a topographic map and have
 GK0626.an estimated accuracy of +/- 6 seconds.
 GK0626
 GK0626.The orthometric height was determined by differential leveling
 GK0626.and adjusted by the National Geodetic Survey in June 1991..
 GK0626
 GK0626.The geoid height was determined by GEOID03.
 GK0626
 GK0626.The dynamic height is computed by dividing the NAVD 88
 GK0626.geopotential number by the normal gravity value computed on the
 GK0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0626.degrees latitude (g = 980.6199 gals.).
 GK0626
 GK0626.The modeled gravity was interpolated from observed gravity values.
 GK0626
 GK0626;                    North         East    Units  Estimated Accuracy
 GK0626;SPC TX N     - 1,234,160.      170,390.      MT  (+/- 180 meters Scaled)
 GK0626
 GK0626                          SUPERSEDED SURVEY CONTROL
 GK0626
 GK0626  NGVD 29 (??/??/92) 1076.587  (m)         3532.10   (f) ADJ UNCH    2 0
 GK0626
 GK0626.Superseded values are not recommended for survey control.
 GK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0626.See file dsdata.txt to determine how the superseded data were derived.
 GK0626
 GK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE453998(NAD 83)
 GK0626_MARKER: DB = BENCH MARK DISK
 GK0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0626_STAMPING: P 338 1952
 GK0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0626+STABILITY: SURFACE MOTION
 GK0626
 GK0626  HISTORY     - Date     Condition        Report By
 GK0626  HISTORY     - 1952     MONUMENTED       CGS
 GK0626  HISTORY     - 1971     MARK NOT FOUND   NGS
 GK0626
 GK0626                          STATION DESCRIPTION
 GK0626
 GK0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0626'6.3 MI N FROM SUNRAY.
 GK0626'6.3 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0626'PACIFIC RAILROAD STATION AT SUNRAY, 61 FEET SOUTH OF A FENCE LEADING
 GK0626'WEST.  61 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 GK0626'EAST, 54 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 37 FEET SOUTH
 GK0626'OF THE CENTER OF A WIRE GATE, 1.2 FEET EAST OF A FENCE, 3 FEET NORTH
 GK0626'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GK0626'0.5 FOOT ABOVE THE GROUND.
 GK0626
 GK0626                          STATION RECOVERY (1971)
 GK0626
 GK0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GK0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0183 ***********************************************************************
 GL0183  DESIGNATION -  P 339
 GL0183  PID         -  GL0183
 GL0183  STATE/COUNTY-  TX/SHERMAN
 GL0183  USGS QUAD   -  CONLEN (1965)
 GL0183
 GL0183                         *CURRENT SURVEY CONTROL
 GL0183  ___________________________________________________________________
 GL0183* NAD 83(1986)-  36 10 50.     (N)    102 07 59.     (W)     SCALED    
 GL0183* NAVD 88     -      1141.152  (meters)    3743.93   (feet)  ADJUSTED  
 GL0183  ___________________________________________________________________
 GL0183  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 GL0183  DYNAMIC HT  -        1139.870 (meters)    3739.72  (feet)  COMP
 GL0183  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 GL0183
 GL0183  VERT ORDER  -  SECOND    CLASS 0
 GL0183
 GL0183.The horizontal coordinates were scaled from a topographic map and have
 GL0183.an estimated accuracy of +/- 6 seconds.
 GL0183
 GL0183.The orthometric height was determined by differential leveling
 GL0183.and adjusted by the National Geodetic Survey in June 1991..
 GL0183
 GL0183.The geoid height was determined by GEOID03.
 GL0183
 GL0183.The dynamic height is computed by dividing the NAVD 88
 GL0183.geopotential number by the normal gravity value computed on the
 GL0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0183.degrees latitude (g = 980.6199 gals.).
 GL0183
 GL0183.The modeled gravity was interpolated from observed gravity values.
 GL0183
 GL0183;                    North         East    Units  Estimated Accuracy
 GL0183;SPC TX N     - 1,242,100.      143,050.      MT  (+/- 180 meters Scaled)
 GL0183
 GL0183                          SUPERSEDED SURVEY CONTROL
 GL0183
 GL0183.No superseded survey control is available for this station.
 GL0183
 GL0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA578077(NAD 83)
 GL0183_MARKER: DB = BENCH MARK DISK
 GL0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0183_STAMPING: P 339 1952
 GL0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0183+STABILITY: SURFACE MOTION
 GL0183
 GL0183  HISTORY     - Date     Condition        Report By
 GL0183  HISTORY     - 1952     MONUMENTED       CGS
 GL0183
 GL0183                          STATION DESCRIPTION
 GL0183
 GL0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0183'9.65 MI SE FROM CONLEN.
 GL0183'0.5 MILE SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S. HIGHWAY
 GL0183'54 AT CONLEN, THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 GL0183'3.15 MILES SOUTH ALONG A GRADED DIRT ROAD, AT THE RANCH HOME OF R.O.
 GL0183'BOLSTER, AT THE SOUTHWEST CORNER OF THE YARD FENCE, 60 FEET SOUTHWEST
 GL0183'OF THE SOUTHWEST CORNER OF A STUCCO HOUSE, 112 FEET NORTHWEST OF THE
 GL0183'NORTHWEST LEG OF A WINDMILL TOWER, 144 FEET EAST OF THE CENTER LINE OF
 GL0183'A NORTH AND SOUTH ROAD, 100 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 GL0183'DRIVEWAY, 4.4 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 2
 GL0183'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0183'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0233 ***********************************************************************
 AB0233  DESIGNATION -  P 34
 AB0233  PID         -  AB0233
 AB0233  STATE/COUNTY-  TX/CAMERON
 AB0233  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0233
 AB0233                         *CURRENT SURVEY CONTROL
 AB0233  ___________________________________________________________________
 AB0233* NAD 83(1986)-  26 05 12.     (N)    097 16 22.     (W)     SCALED    
 AB0233* NAVD 88     -         3.137  (meters)      10.29   (feet)  ADJUSTED  
 AB0233  ___________________________________________________________________
 AB0233  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 AB0233  DYNAMIC HT  -           3.132 (meters)      10.28  (feet)  COMP
 AB0233  MODELED GRAV-     979,062.8   (mgal)                       NAVD 88
 AB0233
 AB0233  VERT ORDER  -  FIRST     CLASS II
 AB0233
 AB0233.The horizontal coordinates were scaled from a topographic map and have
 AB0233.an estimated accuracy of +/- 6 seconds.
 AB0233
 AB0233.The orthometric height was determined by differential leveling
 AB0233.and adjusted by the National Geodetic Survey in June 1991..
 AB0233.WARNING-Repeat measurements at this control monument indicate possible
 AB0233.vertical movement.
 AB0233
 AB0233.The geoid height was determined by GEOID03.
 AB0233
 AB0233.The dynamic height is computed by dividing the NAVD 88
 AB0233.geopotential number by the normal gravity value computed on the
 AB0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0233.degrees latitude (g = 980.6199 gals.).
 AB0233
 AB0233.The modeled gravity was interpolated from observed gravity values.
 AB0233
 AB0233;                    North         East    Units  Estimated Accuracy
 AB0233;SPC TX S     - 5,047,130.      422,780.      MT  (+/- 180 meters Scaled)
 AB0233
 AB0233                          SUPERSEDED SURVEY CONTROL
 AB0233
 AB0233  NGVD 29 (??/??/92)    3.239  (m)           10.63   (f) ADJ UNCH    1 2
 AB0233
 AB0233.Superseded values are not recommended for survey control.
 AB0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0233.See file dsdata.txt to determine how the superseded data were derived.
 AB0233
 AB0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP727864(NAD 83)
 AB0233_MARKER: DD = SURVEY DISK
 AB0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0233_SP_SET: CULVERT
 AB0233_STAMPING: 10.38 P 34
 AB0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0233
 AB0233  HISTORY     - Date     Condition        Report By
 AB0233  HISTORY     - UNK      MONUMENTED
 AB0233  HISTORY     - 1951     GOOD             NGS
 AB0233  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0233  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0233  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0233
 AB0233                          STATION DESCRIPTION
 AB0233
 AB0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0233'4.4 MI W FROM PORT ISABEL.
 AB0233'4.4 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0233'ISABEL, CAMERON COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 AB0233'TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE CENTER LINE OF THE
 AB0233'HIGHWAY, AND 1.5 FEET HIGHER THAN THE HIGHWAY.
 AB0233
 AB0233                          STATION RECOVERY (1963)
 AB0233
 AB0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0233'MARK NOT FOUND.
 AB0233
 AB0233                          STATION RECOVERY (1982)
 AB0233
 AB0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0233'MARK NOT FOUND.
 AB0233
 AB0233                          STATION RECOVERY (1987)
 AB0233
 AB0233'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1235 ***********************************************************************
 AY1235  DESIGNATION -  P 34
 AY1235  PID         -  AY1235
 AY1235  STATE/COUNTY-  TX/MEDINA
 AY1235  USGS QUAD   -  D'HANIS (1970)
 AY1235
 AY1235                         *CURRENT SURVEY CONTROL
 AY1235  ___________________________________________________________________
 AY1235* NAD 83(1986)-  29 19 36.     (N)    099 17 38.     (W)     SCALED    
 AY1235* NAVD 88     -       268.735  (meters)     881.67   (feet)  POSTED    
 AY1235  ___________________________________________________________________
 AY1235  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AY1235  DYNAMIC HT  -         268.340 (meters)     880.38  (feet)  COMP
 AY1235  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AY1235
 AY1235  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1235
 AY1235.The horizontal coordinates were scaled from a topographic map and have
 AY1235.an estimated accuracy of +/- 6 seconds.
 AY1235
 AY1235.The orthometric height was determined by differential leveling
 AY1235.and adjusted by the National Geodetic Survey in 1992..
 AY1235.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1235.rate of 0.0 thru 1.0 mm/km.
 AY1235
 AY1235.The geoid height was determined by GEOID03.
 AY1235
 AY1235.The dynamic height is computed by dividing the NAVD 88
 AY1235.geopotential number by the normal gravity value computed on the
 AY1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1235.degrees latitude (g = 980.6199 gals.).
 AY1235
 AY1235.The modeled gravity was interpolated from observed gravity values.
 AY1235
 AY1235;                    North         East    Units  Estimated Accuracy
 AY1235;SPC TXSC     - 4,165,540.      571,460.      MT  (+/- 180 meters Scaled)
 AY1235
 AY1235                          SUPERSEDED SURVEY CONTROL
 AY1235
 AY1235  NGVD 29 (??/??/92)  268.621  (m)          881.30   (f) ADJ UNCH    1 2
 AY1235
 AY1235.Superseded values are not recommended for survey control.
 AY1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1235.See file dsdata.txt to determine how the superseded data were derived.
 AY1235
 AY1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT714442(NAD 83)
 AY1235_MARKER: DB = BENCH MARK DISK
 AY1235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1235_SP_SET: ABUTMENT
 AY1235_STAMPING: P 34 1917 ELEV 940.29 FT
 AY1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1235
 AY1235  HISTORY     - Date     Condition        Report By
 AY1235  HISTORY     - 1917     MONUMENTED       CGS
 AY1235  HISTORY     - 1957     GOOD             NGS
 AY1235  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1235  HISTORY     - 1988     GOOD             USPSQD
 AY1235  HISTORY     - 19950519 MARK NOT FOUND   USPSQD
 AY1235  HISTORY     - 20011113 GOOD             USPSQD
 AY1235
 AY1235                          STATION DESCRIPTION
 AY1235
 AY1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1235'0.9 MI NW FROM DHANIS.
 AY1235'0.9 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1235'STATION AT DHANIS, 6 FEET SOUTH OF THE SOUTH RAIL, 8 FEET BELOW THE
 AY1235'TOP OF THE RAILS, 3 POLES EAST OF MILEPOST 268, SET IN THE TOP OF THE
 AY1235'WEST EDGE OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A STEEL
 AY1235'BRIDGE OVER SECO CREEK.
 AY1235
 AY1235                          STATION RECOVERY (1982)
 AY1235
 AY1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1235'MARK NOT SEARCHED FOR, APPEARS INACCESSIBLE FOR LEVELS THIS DATE.
 AY1235
 AY1235                          STATION RECOVERY (1988)
 AY1235
 AY1235'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1235'RECOVERED IN GOOD CONDITION.
 AY1235
 AY1235                          STATION RECOVERY (1995)
 AY1235
 AY1235'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1235'MARK NOT FOUND.
 AY1235
 AY1235                          STATION RECOVERY (2001)
 AY1235
 AY1235'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0190 ***********************************************************************
 CA0190  DESIGNATION -  P 340
 CA0190  PID         -  CA0190
 CA0190  STATE/COUNTY-  TX/SAN SABA
 CA0190  USGS QUAD   -  SAN SABA (1976)
 CA0190
 CA0190                         *CURRENT SURVEY CONTROL
 CA0190  ___________________________________________________________________
 CA0190* NAD 83(1986)-  31 12 47.     (N)    098 39 04.     (W)     SCALED    
 CA0190* NAVD 88     -       361.543  (meters)    1186.16   (feet)  ADJUSTED  
 CA0190  ___________________________________________________________________
 CA0190  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CA0190  DYNAMIC HT  -         361.064 (meters)    1184.59  (feet)  COMP
 CA0190  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 CA0190
 CA0190  VERT ORDER  -  SECOND    CLASS 0
 CA0190
 CA0190.The horizontal coordinates were scaled from a topographic map and have
 CA0190.an estimated accuracy of +/- 6 seconds.
 CA0190
 CA0190.The orthometric height was determined by differential leveling
 CA0190.and adjusted by the National Geodetic Survey in June 1991..
 CA0190
 CA0190.The geoid height was determined by GEOID03.
 CA0190
 CA0190.The dynamic height is computed by dividing the NAVD 88
 CA0190.geopotential number by the normal gravity value computed on the
 CA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0190.degrees latitude (g = 980.6199 gals.).
 CA0190
 CA0190.The modeled gravity was interpolated from observed gravity values.
 CA0190
 CA0190;                    North         East    Units  Estimated Accuracy
 CA0190;SPC TX C     - 3,172,640.      860,280.      MT  (+/- 180 meters Scaled)
 CA0190
 CA0190                          SUPERSEDED SURVEY CONTROL
 CA0190
 CA0190  NGVD 29 (??/??/92)  361.484  (m)         1185.97   (f) ADJ UNCH    2 0
 CA0190
 CA0190.Superseded values are not recommended for survey control.
 CA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0190.See file dsdata.txt to determine how the superseded data were derived.
 CA0190
 CA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV332532(NAD 83)
 CA0190_MARKER: DB = BENCH MARK DISK
 CA0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0190_STAMPING: P 340 1935
 CA0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0190+STABILITY: SURFACE MOTION
 CA0190
 CA0190  HISTORY     - Date     Condition        Report By
 CA0190  HISTORY     - 1935     MONUMENTED       CGS
 CA0190
 CA0190                          STATION DESCRIPTION
 CA0190
 CA0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0190'4.3 MI E FROM SAN SABA.
 CA0190'4.3 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. 100 YARDS S.W. OF
 CA0190'MILE POST 20.  15 YARDS N.W. OF CENTER OF THE TRACK.  1 YARD S.E. OF
 CA0190'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0181 ***********************************************************************
 BN0181  DESIGNATION -  P 341
 BN0181  PID         -  BN0181
 BN0181  STATE/COUNTY-  TX/LLANO
 BN0181  USGS QUAD   -  CHEROKEE (1956)
 BN0181
 BN0181                         *CURRENT SURVEY CONTROL
 BN0181  ___________________________________________________________________
 BN0181* NAD 83(1986)-  30 53 46.     (N)    098 39 48.     (W)     SCALED    
 BN0181* NAVD 88     -       435.196  (meters)    1427.81   (feet)  ADJUSTED  
 BN0181  ___________________________________________________________________
 BN0181  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BN0181  DYNAMIC HT  -         434.618 (meters)    1425.91  (feet)  COMP
 BN0181  MODELED GRAV-     979,299.2   (mgal)                       NAVD 88
 BN0181
 BN0181  VERT ORDER  -  SECOND    CLASS 0
 BN0181
 BN0181.The horizontal coordinates were scaled from a topographic map and have
 BN0181.an estimated accuracy of +/- 6 seconds.
 BN0181
 BN0181.The orthometric height was determined by differential leveling
 BN0181.and adjusted by the National Geodetic Survey in June 1991..
 BN0181
 BN0181.The geoid height was determined by GEOID03.
 BN0181
 BN0181.The dynamic height is computed by dividing the NAVD 88
 BN0181.geopotential number by the normal gravity value computed on the
 BN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0181.degrees latitude (g = 980.6199 gals.).
 BN0181
 BN0181.The modeled gravity was interpolated from observed gravity values.
 BN0181
 BN0181;                    North         East    Units  Estimated Accuracy
 BN0181;SPC TX C     - 3,137,490.      859,640.      MT  (+/- 180 meters Scaled)
 BN0181
 BN0181                          SUPERSEDED SURVEY CONTROL
 BN0181
 BN0181  NGVD 29 (??/??/92)  435.142  (m)         1427.63   (f) ADJ UNCH    2 0
 BN0181
 BN0181.Superseded values are not recommended for survey control.
 BN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0181.See file dsdata.txt to determine how the superseded data were derived.
 BN0181
 BN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV321181(NAD 83)
 BN0181_MARKER: DB = BENCH MARK DISK
 BN0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0181_STAMPING: P 341 1935
 BN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0181+STABILITY: SURFACE MOTION
 BN0181
 BN0181  HISTORY     - Date     Condition        Report By
 BN0181  HISTORY     - 1935     MONUMENTED       CGS
 BN0181
 BN0181                          STATION DESCRIPTION
 BN0181
 BN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0181'6.4 MI S FROM CHEROKEE.
 BN0181'6.4 MILES SOUTH OF AND ALONG STATE HIGHWAY 81 ABOUT 100 YARDS WEST OF
 BN0181'A CURVE IN THE HIGHWAY.  18 YARDS SOUTH OF CENTER OF THE HIGHWAY.  1
 BN0181'YARD NORTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0017 ***********************************************************************
 AO0017  DESIGNATION -  P 342
 AO0017  PID         -  AO0017
 AO0017  STATE/COUNTY-  TX/ATASCOSA
 AO0017  USGS QUAD   -  MC COY (1985)
 AO0017
 AO0017                         *CURRENT SURVEY CONTROL
 AO0017  ___________________________________________________________________
 AO0017* NAD 83(1986)-  28 47 40.     (N)    098 17 52.     (W)     SCALED    
 AO0017* NAVD 88     -        74.360  (meters)     243.96   (feet)  ADJUSTED  
 AO0017  ___________________________________________________________________
 AO0017  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AO0017  DYNAMIC HT  -          74.251 (meters)     243.61  (feet)  COMP
 AO0017  MODELED GRAV-     979,186.7   (mgal)                       NAVD 88
 AO0017
 AO0017  VERT ORDER  -  SECOND    CLASS 0
 AO0017
 AO0017.The horizontal coordinates were scaled from a topographic map and have
 AO0017.an estimated accuracy of +/- 6 seconds.
 AO0017
 AO0017.The orthometric height was determined by differential leveling
 AO0017.and adjusted by the National Geodetic Survey in June 1991..
 AO0017
 AO0017.The geoid height was determined by GEOID03.
 AO0017
 AO0017.The dynamic height is computed by dividing the NAVD 88
 AO0017.geopotential number by the normal gravity value computed on the
 AO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0017.degrees latitude (g = 980.6199 gals.).
 AO0017
 AO0017.The modeled gravity was interpolated from observed gravity values.
 AO0017
 AO0017;                    North         East    Units  Estimated Accuracy
 AO0017;SPC TXSC     - 4,106,720.      668,550.      MT  (+/- 180 meters Scaled)
 AO0017
 AO0017                          SUPERSEDED SURVEY CONTROL
 AO0017
 AO0017  NGVD 29 (??/??/92)   74.321  (m)          243.83   (f) ADJ UNCH    2 0
 AO0017
 AO0017.Superseded values are not recommended for survey control.
 AO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0017.See file dsdata.txt to determine how the superseded data were derived.
 AO0017
 AO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS685854(NAD 83)
 AO0017_MARKER: DB = BENCH MARK DISK
 AO0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0017_STAMPING: P 342 1935
 AO0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0017+STABILITY: SURFACE MOTION
 AO0017
 AO0017  HISTORY     - Date     Condition        Report By
 AO0017  HISTORY     - 1935     MONUMENTED       CGS
 AO0017
 AO0017                          STATION DESCRIPTION
 AO0017
 AO0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0017'4.2 MI N FROM CAMPBELLTON.
 AO0017'4.2 MILES N OF AND ALONG THE FLORESVILLE ROAD.  10 YARDS NE OF CENTER
 AO0017'OF ROAD.  2 YARDS NE OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1505 ***********************************************************************
 FL1505  DESIGNATION -  P 345
 FL1505  PID         -  FL1505
 FL1505  STATE/COUNTY-  TX/MOORE
 FL1505  USGS QUAD   -  DUMAS NE (1972)
 FL1505
 FL1505                         *CURRENT SURVEY CONTROL
 FL1505  ___________________________________________________________________
 FL1505* NAD 83(1986)-  35 57 56.     (N)    101 48 36.     (W)     SCALED    
 FL1505* NAVD 88     -      1068.399  (meters)    3505.24   (feet)  ADJUSTED  
 FL1505  ___________________________________________________________________
 FL1505  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL1505  DYNAMIC HT  -        1067.185 (meters)    3501.26  (feet)  COMP
 FL1505  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 FL1505
 FL1505  VERT ORDER  -  SECOND    CLASS 0
 FL1505
 FL1505.The horizontal coordinates were scaled from a topographic map and have
 FL1505.an estimated accuracy of +/- 6 seconds.
 FL1505
 FL1505.The orthometric height was determined by differential leveling
 FL1505.and adjusted by the National Geodetic Survey in June 1991..
 FL1505
 FL1505.The geoid height was determined by GEOID03.
 FL1505
 FL1505.The dynamic height is computed by dividing the NAVD 88
 FL1505.geopotential number by the normal gravity value computed on the
 FL1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1505.degrees latitude (g = 980.6199 gals.).
 FL1505
 FL1505.The modeled gravity was interpolated from observed gravity values.
 FL1505
 FL1505;                    North         East    Units  Estimated Accuracy
 FL1505;SPC TX N     - 1,218,100.      172,040.      MT  (+/- 180 meters Scaled)
 FL1505
 FL1505                          SUPERSEDED SURVEY CONTROL
 FL1505
 FL1505  NGVD 29 (??/??/92) 1067.890  (m)         3503.57   (f) ADJ UNCH    2 0
 FL1505
 FL1505.Superseded values are not recommended for survey control.
 FL1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1505.See file dsdata.txt to determine how the superseded data were derived.
 FL1505
 FL1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE466837(NAD 83)
 FL1505_MARKER: DB = BENCH MARK DISK
 FL1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1505_STAMPING: P 345 1952
 FL1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1505+STABILITY: SURFACE MOTION
 FL1505
 FL1505  HISTORY     - Date     Condition        Report By
 FL1505  HISTORY     - 1952     MONUMENTED       CGS
 FL1505
 FL1505                          STATION DESCRIPTION
 FL1505
 FL1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1505'4.8 MI S FROM SUNRAY.
 FL1505'0.55 MILE SOUTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 FL1505'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 0.45 MILE SOUTH ALONG A
 FL1505'GRADED DIRT ROAD, THENCE 0.8 MILE EAST ALONG FARM ROAD 281, THENCE 3.0
 FL1505'MILES SOUTH ALONG A GRADED DIRT ROAD, 200 FEET EAST OF THE CENTER LINE
 FL1505'OF A NORTH AND SOUTH ROAD, 168 FEET EAST OF SOUTHEAST CORNER OF A
 FL1505'CATTLE GUARD, 166 FEET EAST OF A NORTH AND SOUTH FENCE, 46 FEET SOUTH
 FL1505'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 27 FEET SOUTH OF A
 FL1505'TELEPHONE POLE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 FL1505'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1390 ***********************************************************************
 FL1390  DESIGNATION -  P 346
 FL1390  PID         -  FL1390
 FL1390  STATE/COUNTY-  TX/MOORE
 FL1390  USGS QUAD   -  POLLARD CREEK (1972)
 FL1390
 FL1390                         *CURRENT SURVEY CONTROL
 FL1390  ___________________________________________________________________
 FL1390* NAD 83(1986)-  35 51 00.     (N)    101 41 06.     (W)     SCALED    
 FL1390* NAVD 88     -      1034.441  (meters)    3393.83   (feet)  ADJUSTED  
 FL1390  ___________________________________________________________________
 FL1390  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 FL1390  DYNAMIC HT  -        1033.263 (meters)    3389.96  (feet)  COMP
 FL1390  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 FL1390
 FL1390  VERT ORDER  -  SECOND    CLASS 0
 FL1390
 FL1390.The horizontal coordinates were scaled from a topographic map and have
 FL1390.an estimated accuracy of +/- 6 seconds.
 FL1390
 FL1390.The orthometric height was determined by differential leveling
 FL1390.and adjusted by the National Geodetic Survey in June 1991..
 FL1390
 FL1390.The geoid height was determined by GEOID03.
 FL1390
 FL1390.The dynamic height is computed by dividing the NAVD 88
 FL1390.geopotential number by the normal gravity value computed on the
 FL1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1390.degrees latitude (g = 980.6199 gals.).
 FL1390
 FL1390.The modeled gravity was interpolated from observed gravity values.
 FL1390
 FL1390;                    North         East    Units  Estimated Accuracy
 FL1390;SPC TX N     - 1,205,250.      183,290.      MT  (+/- 180 meters Scaled)
 FL1390
 FL1390                          SUPERSEDED SURVEY CONTROL
 FL1390
 FL1390  NGVD 29 (??/??/92) 1033.937  (m)         3392.18   (f) ADJ UNCH    2 0
 FL1390
 FL1390.Superseded values are not recommended for survey control.
 FL1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1390.See file dsdata.txt to determine how the superseded data were derived.
 FL1390
 FL1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE575706(NAD 83)
 FL1390_MARKER: DB = BENCH MARK DISK
 FL1390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1390_SP_SET: CULVERT
 FL1390_STAMPING: P 346 1952
 FL1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1390
 FL1390  HISTORY     - Date     Condition        Report By
 FL1390  HISTORY     - 1952     MONUMENTED       CGS
 FL1390
 FL1390                          STATION DESCRIPTION
 FL1390
 FL1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1390'13.9 MI W FROM STINNET.
 FL1390'13.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL AT
 FL1390'STINNET, 0.15 MILE SOUTHWEST OF A FARMHOUSE, 30 FEET SOUTH OF THE
 FL1390'CENTER LINE OF THE HIGHWAY, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET
 FL1390'IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A LARGE CONCRETE
 FL1390'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1419 ***********************************************************************
 FL1419  DESIGNATION -  P 347
 FL1419  PID         -  FL1419
 FL1419  STATE/COUNTY-  TX/HUTCHINSON
 FL1419  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1419
 FL1419                         *CURRENT SURVEY CONTROL
 FL1419  ___________________________________________________________________
 FL1419* NAD 83(1986)-  35 57 55.     (N)    101 33 12.     (W)     SCALED    
 FL1419* NAVD 88     -      1016.511  (meters)    3335.00   (feet)  ADJUSTED  
 FL1419  ___________________________________________________________________
 FL1419  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL1419  DYNAMIC HT  -        1015.374 (meters)    3331.27  (feet)  COMP
 FL1419  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 FL1419
 FL1419  VERT ORDER  -  SECOND    CLASS 0
 FL1419
 FL1419.The horizontal coordinates were scaled from a topographic map and have
 FL1419.an estimated accuracy of +/- 6 seconds.
 FL1419
 FL1419.The orthometric height was determined by differential leveling
 FL1419.and adjusted by the National Geodetic Survey in June 1991..
 FL1419
 FL1419.The geoid height was determined by GEOID03.
 FL1419
 FL1419.The dynamic height is computed by dividing the NAVD 88
 FL1419.geopotential number by the normal gravity value computed on the
 FL1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1419.degrees latitude (g = 980.6199 gals.).
 FL1419
 FL1419.The modeled gravity was interpolated from observed gravity values.
 FL1419
 FL1419;                    North         East    Units  Estimated Accuracy
 FL1419;SPC TX N     - 1,218,030.      195,190.      MT  (+/- 180 meters Scaled)
 FL1419
 FL1419                          SUPERSEDED SURVEY CONTROL
 FL1419
 FL1419  NGVD 29 (??/??/92) 1016.031  (m)         3333.43   (f) ADJ UNCH    2 0
 FL1419
 FL1419.Superseded values are not recommended for survey control.
 FL1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1419.See file dsdata.txt to determine how the superseded data were derived.
 FL1419
 FL1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE697831(NAD 83)
 FL1419_MARKER: DB = BENCH MARK DISK
 FL1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1419_STAMPING: P 347 1952
 FL1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1419+STABILITY: SURFACE MOTION
 FL1419
 FL1419  HISTORY     - Date     Condition        Report By
 FL1419  HISTORY     - 1952     MONUMENTED       CGS
 FL1419
 FL1419                          STATION DESCRIPTION
 FL1419
 FL1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1419'6.4 MI W FROM PRINGLE.
 FL1419'6.4 MILES WEST ALONG FARM ROAD 1598 FROM ITS JUNCTION WITH FARM ROAD
 FL1419'278 AT PRINGLE, 48 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 FL1419'ROAD, 22 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH,
 FL1419'31 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, 6.6 FEET
 FL1419'EAST OF A FENCE CORNER, 1.2 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 FL1419'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FL1419'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0799 ***********************************************************************
 FM0799  DESIGNATION -  P 348
 FM0799  PID         -  FM0799
 FM0799  STATE/COUNTY-  TX/HARTLEY
 FM0799  USGS QUAD   -  HARTLEY NE (1963)
 FM0799
 FM0799                         *CURRENT SURVEY CONTROL
 FM0799  ___________________________________________________________________
 FM0799* NAD 83(1986)-  35 59 36.     (N)    102 22 16.     (W)     SCALED    
 FM0799* NAVD 88     -      1194.186  (meters)    3917.93   (feet)  ADJUSTED  
 FM0799  ___________________________________________________________________
 FM0799  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 FM0799  DYNAMIC HT  -        1192.796 (meters)    3913.36  (feet)  COMP
 FM0799  MODELED GRAV-     979,427.4   (mgal)                       NAVD 88
 FM0799
 FM0799  VERT ORDER  -  SECOND    CLASS 0
 FM0799
 FM0799.The horizontal coordinates were scaled from a topographic map and have
 FM0799.an estimated accuracy of +/- 6 seconds.
 FM0799
 FM0799.The orthometric height was determined by differential leveling
 FM0799.and adjusted by the National Geodetic Survey in June 1991..
 FM0799
 FM0799.The geoid height was determined by GEOID03.
 FM0799
 FM0799.The dynamic height is computed by dividing the NAVD 88
 FM0799.geopotential number by the normal gravity value computed on the
 FM0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0799.degrees latitude (g = 980.6199 gals.).
 FM0799
 FM0799.The modeled gravity was interpolated from observed gravity values.
 FM0799
 FM0799;                    North         East    Units  Estimated Accuracy
 FM0799;SPC TX N     - 1,221,490.      121,460.      MT  (+/- 180 meters Scaled)
 FM0799
 FM0799                          SUPERSEDED SURVEY CONTROL
 FM0799
 FM0799  NGVD 29 (??/??/92) 1193.62   (m)         3916.1    (f) COMPUTED    2 0
 FM0799
 FM0799.Superseded values are not recommended for survey control.
 FM0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0799.See file dsdata.txt to determine how the superseded data were derived.
 FM0799
 FM0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV369864(NAD 83)
 FM0799_MARKER: DB = BENCH MARK DISK
 FM0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0799_STAMPING: P348 1952
 FM0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0799+STABILITY: SURFACE MOTION
 FM0799
 FM0799  HISTORY     - Date     Condition        Report By
 FM0799  HISTORY     - 1952     MONUMENTED       CGS
 FM0799  HISTORY     - 1953     GOOD             NGS
 FM0799
 FM0799                          STATION DESCRIPTION
 FM0799
 FM0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FM0799'5 MI NNE FROM HARTLEY.
 FM0799'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 87 AND 54 IN THE
 FM0799'NORTH PART OF DALHART, GO SOUTHEAST ON US HIGHWAY 87 FOR 2.9 MILES.
 FM0799'TURN LEFT AND FOLLOW FARM ROAD 1712 EAST FOR 6.2 MILES.  TAKE THE
 FM0799'RIGHT FORK AND CONTINUE SOUTH ON FARM ROAD 1712 FOR 2.0 MILES TO A
 FM0799'SIDE ROAD, LEFT.  CONTINUE STRAIGHT AHEAD, SOUTH, ON FARM ROAD 1712
 FM0799'FOR 1.8 MILES TO A SIDE ROAD, RIGHT, AND THE STATION.  THE STATION IS
 FM0799'A STANDARD DISK SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 FM0799'6 INCHES ABOVE THE GROUND.  IT IS 18 INCHES SOUTH OF A WHITE WITNESS
 FM0799'POST, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, AND 110 FEET
 FM0799'NORTH-NORTHWEST OF THE CENTER LINE OF THE INTERSECTION OF FARM ROAD
 FM0799'1712 AND A SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0234 ***********************************************************************
 AB0234  DESIGNATION -  P 35
 AB0234  PID         -  AB0234
 AB0234  STATE/COUNTY-  TX/CAMERON
 AB0234  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0234
 AB0234                         *CURRENT SURVEY CONTROL
 AB0234  ___________________________________________________________________
 AB0234* NAD 83(1986)-  26 05 07.     (N)    097 16 07.     (W)     SCALED    
 AB0234* NAVD 88     -         3.226  (meters)      10.58   (feet)  ADJUSTED  
 AB0234  ___________________________________________________________________
 AB0234  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 AB0234  DYNAMIC HT  -           3.221 (meters)      10.57  (feet)  COMP
 AB0234  MODELED GRAV-     979,063.1   (mgal)                       NAVD 88
 AB0234
 AB0234  VERT ORDER  -  FIRST     CLASS II
 AB0234
 AB0234.The horizontal coordinates were scaled from a topographic map and have
 AB0234.an estimated accuracy of +/- 6 seconds.
 AB0234
 AB0234.The orthometric height was determined by differential leveling
 AB0234.and adjusted by the National Geodetic Survey in June 1991..
 AB0234
 AB0234.The geoid height was determined by GEOID03.
 AB0234
 AB0234.The dynamic height is computed by dividing the NAVD 88
 AB0234.geopotential number by the normal gravity value computed on the
 AB0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0234.degrees latitude (g = 980.6199 gals.).
 AB0234
 AB0234.The modeled gravity was interpolated from observed gravity values.
 AB0234
 AB0234;                    North         East    Units  Estimated Accuracy
 AB0234;SPC TX S     - 5,046,980.      423,200.      MT  (+/- 180 meters Scaled)
 AB0234
 AB0234                          SUPERSEDED SURVEY CONTROL
 AB0234
 AB0234  NGVD 29 (??/??/92)    3.328  (m)           10.92   (f) ADJ UNCH    1 2
 AB0234
 AB0234.Superseded values are not recommended for survey control.
 AB0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0234.See file dsdata.txt to determine how the superseded data were derived.
 AB0234
 AB0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP731862(NAD 83)
 AB0234_MARKER: DD = SURVEY DISK
 AB0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0234_SP_SET: CULVERT
 AB0234_STAMPING: 10.66 P 35
 AB0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0234
 AB0234  HISTORY     - Date     Condition        Report By
 AB0234  HISTORY     - UNK      MONUMENTED
 AB0234  HISTORY     - 1951     GOOD             NGS
 AB0234  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0234  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0234  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0234
 AB0234                          STATION DESCRIPTION
 AB0234
 AB0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0234'4.1 MI W FROM PORT ISABEL.
 AB0234'4.1 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0234'ISABEL, CAMERON COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 AB0234'TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF THE
 AB0234'HIGHWAY, AND 1.6 FEET HIGHER THAN THE HIGHWAY.
 AB0234
 AB0234                          STATION RECOVERY (1963)
 AB0234
 AB0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0234'MARK NOT FOUND.
 AB0234
 AB0234                          STATION RECOVERY (1982)
 AB0234
 AB0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0234'MARK NOT FOUND.
 AB0234
 AB0234                          STATION RECOVERY (1987)
 AB0234
 AB0234'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1790 ***********************************************************************
 AX1790  DESIGNATION -  P 350
 AX1790  PID         -  AX1790
 AX1790  STATE/COUNTY-  TX/GONZALES
 AX1790  USGS QUAD   -  GONZALES SOUTH (1987)
 AX1790
 AX1790                         *CURRENT SURVEY CONTROL
 AX1790  ___________________________________________________________________
 AX1790* NAD 83(1986)-  29 28 46.     (N)    097 26 47.     (W)     SCALED    
 AX1790* NAVD 88     -        85.70   (+/-2cm)     281.2    (feet)  VERTCON   
 AX1790  ___________________________________________________________________
 AX1790  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AX1790
 AX1790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1790
 AX1790.The horizontal coordinates were scaled from a topographic map and have
 AX1790.an estimated accuracy of +/- 6 seconds.
 AX1790
 AX1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1790.The vertical order pertains to the NGVD 29 superseded value.
 AX1790
 AX1790.The geoid height was determined by GEOID03.
 AX1790
 AX1790;                    North         East    Units  Estimated Accuracy
 AX1790;SPC TXSC     - 4,183,430.      750,650.      MT  (+/- 180 meters Scaled)
 AX1790
 AX1790                          SUPERSEDED SURVEY CONTROL
 AX1790
 AX1790  NGVD 29 (??/??/92)   85.670  (m)          281.07   (f) ADJ UNCH    2 0
 AX1790
 AX1790.Superseded values are not recommended for survey control.
 AX1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1790.See file dsdata.txt to determine how the superseded data were derived.
 AX1790
 AX1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT506621(NAD 83)
 AX1790_MARKER: DB = BENCH MARK DISK
 AX1790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1790_SP_SET: BRIDGE ABUTMENT
 AX1790_STAMPING: P 350 1935
 AX1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1790
 AX1790  HISTORY     - Date     Condition        Report By
 AX1790  HISTORY     - 1935     MONUMENTED       CGS
 AX1790  HISTORY     - 1943     GOOD             NGS
 AX1790
 AX1790                          STATION DESCRIPTION
 AX1790
 AX1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1790'1.6 MI SE FROM GONZALES.
 AX1790'TO REACH FROM THE COURT HOUSE AT GONZALES, PROCEED 1.6 MILE
 AX1790'SOUTHEASTERLY ALONG STATE HIGHWAY NO. 29 AND NO. 200 TO THE SOUTHEAST
 AX1790'END OF A LONG CONCRETE HIGHWAY BRIDGE AND SITE OF BENCH MARK.  BENCH
 AX1790'MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTHWEST END OF THE
 AX1790'SOUTHEAST ABUTMENT OF A LONG CONCRETE HIGHWAY BRIDGE.  IT IS 15.5 FEET
 AX1790'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX1790'HIGHWAY.  NOTE-- THIS BENCH MARK IS ALSO 0.3 MILE NORTHWEST OF THE
 AX1790'JUNCTION OF STATE HIGHWAY NO. 29 AND STATE HIGHWAY NO. 200.  A DISK
 AX1790'SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0194 ***********************************************************************
 AE0194  DESIGNATION -  P 351 RESET 1939
 AE0194  PID         -  AE0194
 AE0194  STATE/COUNTY-  TX/HIDALGO
 AE0194  USGS QUAD   -  LINN NE (1982)
 AE0194
 AE0194                         *CURRENT SURVEY CONTROL
 AE0194  ___________________________________________________________________
 AE0194* NAD 83(1986)-  26 40 38.     (N)    098 06 55.     (W)     SCALED    
 AE0194* NAVD 88     -        24.54   (meters)      80.5    (feet)  RESET     
 AE0194  ___________________________________________________________________
 AE0194  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AE0194
 AE0194  VERT ORDER  -  THIRD
 AE0194
 AE0194.The horizontal coordinates were scaled from a topographic map and have
 AE0194.an estimated accuracy of +/- 6 seconds.
 AE0194
 AE0194.The orthometric height was computed from unverified reset data.
 AE0194
 AE0194.The geoid height was determined by GEOID03.
 AE0194
 AE0194;                    North         East    Units  Estimated Accuracy
 AE0194;SPC TX S     - 5,112,020.      338,290.      MT  (+/- 180 meters Scaled)
 AE0194
 AE0194                          SUPERSEDED SURVEY CONTROL
 AE0194
 AE0194.No superseded survey control is available for this station.
 AE0194
 AE0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ880509(NAD 83)
 AE0194_MARKER: DD = SURVEY DISK
 AE0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0194_STAMPING: P 351 RESET 1939
 AE0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0194+STABILITY: SURFACE MOTION
 AE0194
 AE0194  HISTORY     - Date     Condition        Report By
 AE0194  HISTORY     - 1939     MONUMENTED       TXHD
 AE0194  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0194
 AE0194                          STATION DESCRIPTION
 AE0194
 AE0194'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0194'7.6 MI N FROM SAN MANUEL.
 AE0194'7.6 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE CHURCH AT SAN MANUEL,
 AE0194'HIDALGO COUNTY, OPPOSITE AN ORANGE ORCHARD, 350 FEET NORTHEAST OF A
 AE0194'HOUSE, AND 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 AE0194'DISK, STAMPED P 351 RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0158 ***********************************************************************
 FL0158  DESIGNATION -  P 353
 FL0158  PID         -  FL0158
 FL0158  STATE/COUNTY-  TX/WHEELER
 FL0158  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0158
 FL0158                         *CURRENT SURVEY CONTROL
 FL0158  ___________________________________________________________________
 FL0158* NAD 83(1986)-  35 12 49.     (N)    100 17 24.     (W)     SCALED    
 FL0158* NAVD 88     -       729.760  (meters)    2394.22   (feet)  ADJUSTED  
 FL0158  ___________________________________________________________________
 FL0158  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL0158  DYNAMIC HT  -         728.997 (meters)    2391.72  (feet)  COMP
 FL0158  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 FL0158
 FL0158  VERT ORDER  -  FIRST     CLASS II
 FL0158
 FL0158.The horizontal coordinates were scaled from a topographic map and have
 FL0158.an estimated accuracy of +/- 6 seconds.
 FL0158
 FL0158.The orthometric height was determined by differential leveling
 FL0158.and adjusted by the National Geodetic Survey in June 1991..
 FL0158
 FL0158.The geoid height was determined by GEOID03.
 FL0158
 FL0158.The dynamic height is computed by dividing the NAVD 88
 FL0158.geopotential number by the normal gravity value computed on the
 FL0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0158.degrees latitude (g = 980.6199 gals.).
 FL0158
 FL0158.The modeled gravity was interpolated from observed gravity values.
 FL0158
 FL0158;                    North         East    Units  Estimated Accuracy
 FL0158;SPC TX N     - 1,135,310.      310,160.      MT  (+/- 180 meters Scaled)
 FL0158
 FL0158                          SUPERSEDED SURVEY CONTROL
 FL0158
 FL0158  NGVD 29 (??/??/92)  729.468  (m)         2393.26   (f) ADJ UNCH    1 2
 FL0158
 FL0158.Superseded values are not recommended for survey control.
 FL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0158.See file dsdata.txt to determine how the superseded data were derived.
 FL0158
 FL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD825974(NAD 83)
 FL0158_MARKER: DB = BENCH MARK DISK
 FL0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0158_STAMPING: P 353 1953
 FL0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0158+STABILITY: SURFACE MOTION
 FL0158
 FL0158  HISTORY     - Date     Condition        Report By
 FL0158  HISTORY     - 1953     MONUMENTED       CGS
 FL0158
 FL0158                          STATION DESCRIPTION
 FL0158
 FL0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0158'2.6 MI W FROM SHAMROCK.
 FL0158'2.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0158'FROM THE STATION AT SHAMROCK, 11.5 FEET SOUTHWEST OF THE 3RD POLE WEST
 FL0158'OF MILEPOST 667, 74 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 FL0158'37 FEET NORTH OF THE NORTH RAIL, 9.7 FEET SOUTH OF A FENCE, 2.3 FEET
 FL0158'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0158'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0337 ***********************************************************************
 FL0337  DESIGNATION -  P 354
 FL0337  PID         -  FL0337
 FL0337  STATE/COUNTY-  TX/GRAY
 FL0337  USGS QUAD   -  ROCKLEDGE (1964)
 FL0337
 FL0337                         *CURRENT SURVEY CONTROL
 FL0337  ___________________________________________________________________
 FL0337* NAD 83(1986)-  35 12 41.     (N)    100 45 05.     (W)     SCALED    
 FL0337* NAVD 88     -       933.883  (meters)    3063.91   (feet)  ADJUSTED  
 FL0337  ___________________________________________________________________
 FL0337  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FL0337  DYNAMIC HT  -         932.846 (meters)    3060.51  (feet)  COMP
 FL0337  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 FL0337
 FL0337  VERT ORDER  -  FIRST     CLASS II
 FL0337
 FL0337.The horizontal coordinates were scaled from a topographic map and have
 FL0337.an estimated accuracy of +/- 6 seconds.
 FL0337
 FL0337.The orthometric height was determined by differential leveling
 FL0337.and adjusted by the National Geodetic Survey in June 1991..
 FL0337
 FL0337.The geoid height was determined by GEOID03.
 FL0337
 FL0337.The dynamic height is computed by dividing the NAVD 88
 FL0337.geopotential number by the normal gravity value computed on the
 FL0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0337.degrees latitude (g = 980.6199 gals.).
 FL0337
 FL0337.The modeled gravity was interpolated from observed gravity values.
 FL0337
 FL0337;                    North         East    Units  Estimated Accuracy
 FL0337;SPC TX N     - 1,134,650.      268,160.      MT  (+/- 180 meters Scaled)
 FL0337
 FL0337                          SUPERSEDED SURVEY CONTROL
 FL0337
 FL0337  NGVD 29 (??/??/92)  933.507  (m)         3062.68   (f) ADJ UNCH    1 2
 FL0337
 FL0337.Superseded values are not recommended for survey control.
 FL0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0337.See file dsdata.txt to determine how the superseded data were derived.
 FL0337
 FL0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD405978(NAD 83)
 FL0337_MARKER: DB = BENCH MARK DISK
 FL0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0337_STAMPING: P 354 1953
 FL0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0337+STABILITY: SURFACE MOTION
 FL0337
 FL0337  HISTORY     - Date     Condition        Report By
 FL0337  HISTORY     - 1953     MONUMENTED       CGS
 FL0337
 FL0337                          STATION DESCRIPTION
 FL0337
 FL0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0337'1.0 MI W FROM ALANREED.
 FL0337'1.0 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0337'THE STATION SIGN AT ALANREED, 24.5 FEET NORTHEAST OF MILEPOST 697, 39
 FL0337'FEET NORTHWEST OF THE NORTHWEST RAIL, 2.5 FEET NORTHEAST OF A WITNESS
 FL0337'POST, 12 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 FL0337'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0127 ***********************************************************************
 AO0127  DESIGNATION -  P 356
 AO0127  PID         -  AO0127
 AO0127  STATE/COUNTY-  TX/LA SALLE
 AO0127  USGS QUAD   -  PIEDRA CREEK NW (1974)
 AO0127
 AO0127                         *CURRENT SURVEY CONTROL
 AO0127  ___________________________________________________________________
 AO0127* NAD 83(1986)-  28 08 57.     (N)    098 58 49.     (W)     SCALED    
 AO0127* NAVD 88     -        90.591  (meters)     297.21   (feet)  POSTED    
 AO0127  ___________________________________________________________________
 AO0127  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AO0127  DYNAMIC HT  -          90.450 (meters)     296.75  (feet)  COMP
 AO0127  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 AO0127
 AO0127  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0127
 AO0127.The horizontal coordinates were scaled from a topographic map and have
 AO0127.an estimated accuracy of +/- 6 seconds.
 AO0127
 AO0127.The orthometric height was determined by differential leveling
 AO0127.and adjusted by the National Geodetic Survey in 1992..
 AO0127.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0127.rate of 1.1 thru 2.0 mm/km.
 AO0127
 AO0127.The geoid height was determined by GEOID03.
 AO0127
 AO0127.The dynamic height is computed by dividing the NAVD 88
 AO0127.geopotential number by the normal gravity value computed on the
 AO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0127.degrees latitude (g = 980.6199 gals.).
 AO0127
 AO0127.The modeled gravity was interpolated from observed gravity values.
 AO0127
 AO0127;                    North         East    Units  Estimated Accuracy
 AO0127;SPC TXSC     - 4,035,010.      601,940.      MT  (+/- 180 meters Scaled)
 AO0127
 AO0127                          SUPERSEDED SURVEY CONTROL
 AO0127
 AO0127  NGVD 29 (??/??/92)   90.545  (m)          297.06   (f) ADJ UNCH    2 0
 AO0127
 AO0127.Superseded values are not recommended for survey control.
 AO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0127.See file dsdata.txt to determine how the superseded data were derived.
 AO0127
 AO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS019137(NAD 83)
 AO0127_MARKER: DB = BENCH MARK DISK
 AO0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0127_STAMPING: P 356 1935
 AO0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0127+STABILITY: SURFACE MOTION
 AO0127
 AO0127  HISTORY     - Date     Condition        Report By
 AO0127  HISTORY     - 1935     MONUMENTED       CGS
 AO0127  HISTORY     - 1973     GOOD             USGS
 AO0127
 AO0127                          STATION DESCRIPTION
 AO0127
 AO0127'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AO0127'28.5 MI SE FROM COTULLA.
 AO0127'COTULLA.  0.8 MI. E. OF ALONG U.S. HWY. 97 TO JCT. OF STATE HWY. 468.
 AO0127'THENCE 22.0 MILES SE ALONG STATE HWYS. 468 AND 624 TO JCT OF A COUNTY
 AO0127'ROAD S.  THENCE 5.2 MILES SOUTH AND SE ALONG MAIN TRAVELED ROAD. ABOUT
 AO0127'0.5 MI. WEST OF A LOCKED GATE.  ABOUT 180 FEET EAST OF A CULVERT. 122
 AO0127'FEET NW OF INTERSECTION OF T-ROAD NORTH.  44 FEET NORTH OF CENTERLINE
 AO0127'OF ROAD.  18 FEET SW OF A FENCE CORNER.  IN THE TOP OF A CONCRETE POST
 AO0127'PROJECTING 0.3 FOOT ABOVE GROUND.  A STANDARD US C AND GS BRONZE DISK
 AO0127'STAMPED.  P 356 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0092 ***********************************************************************
 AJ0092  DESIGNATION -  P 357
 AJ0092  PID         -  AJ0092
 AJ0092  STATE/COUNTY-  TX/DUVAL
 AJ0092  USGS QUAD   -  ROSITA (1968)
 AJ0092
 AJ0092                         *CURRENT SURVEY CONTROL
 AJ0092  ___________________________________________________________________
 AJ0092* NAD 83(1986)-  27 46 42.     (N)    098 26 50.     (W)     SCALED    
 AJ0092* NAVD 88     -       140.122  (meters)     459.72   (feet)  POSTED    
 AJ0092  ___________________________________________________________________
 AJ0092  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AJ0092  DYNAMIC HT  -         139.900 (meters)     458.99  (feet)  COMP
 AJ0092  MODELED GRAV-     979,083.7   (mgal)                       NAVD 88
 AJ0092
 AJ0092  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0092
 AJ0092.The horizontal coordinates were scaled from a topographic map and have
 AJ0092.an estimated accuracy of +/- 6 seconds.
 AJ0092
 AJ0092.The orthometric height was determined by differential leveling
 AJ0092.and adjusted by the National Geodetic Survey in 1992..
 AJ0092.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0092.rate of 1.1 thru 2.0 mm/km.
 AJ0092
 AJ0092.The geoid height was determined by GEOID03.
 AJ0092
 AJ0092.The dynamic height is computed by dividing the NAVD 88
 AJ0092.geopotential number by the normal gravity value computed on the
 AJ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0092.degrees latitude (g = 980.6199 gals.).
 AJ0092
 AJ0092.The modeled gravity was interpolated from observed gravity values.
 AJ0092
 AJ0092;                    North         East    Units  Estimated Accuracy
 AJ0092;SPC TX S     - 5,233,960.      305,200.      MT  (+/- 180 meters Scaled)
 AJ0092
 AJ0092                          SUPERSEDED SURVEY CONTROL
 AJ0092
 AJ0092  NGVD 29 (??/??/92)  140.167  (m)          459.86   (f) ADJ UNCH    2 0
 AJ0092
 AJ0092.Superseded values are not recommended for survey control.
 AJ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0092.See file dsdata.txt to determine how the superseded data were derived.
 AJ0092
 AJ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR544727(NAD 83)
 AJ0092_MARKER: DB = BENCH MARK DISK
 AJ0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0092_STAMPING: P-357 1935
 AJ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0092+STABILITY: SURFACE MOTION
 AJ0092
 AJ0092  HISTORY     - Date     Condition        Report By
 AJ0092  HISTORY     - 1935     MONUMENTED       CGS
 AJ0092  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 AJ0092
 AJ0092                          STATION DESCRIPTION
 AJ0092
 AJ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0092'13.8 MI W FROM SAN DIEGO.
 AJ0092'13.8 MILES WEST OF AND ALONG STATE HIGHWAY 55 1.3 MI. W. OF ROSITA. 60
 AJ0092'FT. N. OF E. AND W. FENCE AT CURVE.  57 FT. S. W. OF CENTERLINE OF
 AJ0092'ROAD AT CURVE NEAR ROAD LEADING S.  SET IN TOP OF A CONCRETE POST.
 AJ0092
 AJ0092                          STATION RECOVERY (1971)
 AJ0092
 AJ0092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 AJ0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0615 ***********************************************************************
 GK0615  DESIGNATION -  P 358
 GK0615  PID         -  GK0615
 GK0615  STATE/COUNTY-  TX/MOORE
 GK0615  USGS QUAD   -  SUNRAY (1972)
 GK0615
 GK0615                         *CURRENT SURVEY CONTROL
 GK0615  ___________________________________________________________________
 GK0615* NAD 83(1986)-  36 02 17.     (N)    101 49 41.     (W)     SCALED    
 GK0615* NAVD 88     -      1061.284  (meters)    3481.90   (feet)  ADJUSTED  
 GK0615  ___________________________________________________________________
 GK0615  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 GK0615  DYNAMIC HT  -        1060.083 (meters)    3477.96  (feet)  COMP
 GK0615  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 GK0615
 GK0615  VERT ORDER  -  SECOND    CLASS 0
 GK0615
 GK0615.The horizontal coordinates were scaled from a topographic map and have
 GK0615.an estimated accuracy of +/- 6 seconds.
 GK0615
 GK0615.The orthometric height was determined by differential leveling
 GK0615.and adjusted by the National Geodetic Survey in June 1991..
 GK0615
 GK0615.The geoid height was determined by GEOID03.
 GK0615
 GK0615.The dynamic height is computed by dividing the NAVD 88
 GK0615.geopotential number by the normal gravity value computed on the
 GK0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0615.degrees latitude (g = 980.6199 gals.).
 GK0615
 GK0615.The modeled gravity was interpolated from observed gravity values.
 GK0615
 GK0615;                    North         East    Units  Estimated Accuracy
 GK0615;SPC TX N     - 1,226,150.      170,440.      MT  (+/- 180 meters Scaled)
 GK0615
 GK0615                          SUPERSEDED SURVEY CONTROL
 GK0615
 GK0615  NGVD 29 (??/??/92) 1060.779  (m)         3480.24   (f) ADJ UNCH    2 0
 GK0615
 GK0615.Superseded values are not recommended for survey control.
 GK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0615.See file dsdata.txt to determine how the superseded data were derived.
 GK0615
 GK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE452918(NAD 83)
 GK0615_MARKER: DB = BENCH MARK DISK
 GK0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0615_STAMPING: P 358 1943
 GK0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0615+STABILITY: SURFACE MOTION
 GK0615
 GK0615  HISTORY     - Date     Condition        Report By
 GK0615  HISTORY     - 1943     MONUMENTED       CGS
 GK0615  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0615
 GK0615                          STATION DESCRIPTION
 GK0615
 GK0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0615'1.5 MI NW FROM SUNRAY.
 GK0615'THIS MARK IS ABOUT 0.3 MILE WEST AND 1.2 MILES NORTH FROM THE RAILROAD
 GK0615'STATION AT SUNRAY, MOORE COUNTY, 1.15 MILE NORTH OF A ROAD LEADING
 GK0615'EAST, ABOUT 200 FEET WEST OF A WELL, 2.0 FEET SOUTH OF A EAST-WEST
 GK0615'FENCE, 19.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 54.0 FEET EAST
 GK0615'OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 2-INCHES ABOVE THE
 GK0615'GROUND.
 GK0615
 GK0615                          STATION RECOVERY (1972)
 GK0615
 GK0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0698 ***********************************************************************
 CD0698  DESIGNATION -  P 359
 CD0698  PID         -  CD0698
 CD0698  STATE/COUNTY-  TX/HUDSPETH
 CD0698  USGS QUAD   -  MOLESWORTH MESA NORTH (1979)
 CD0698
 CD0698                         *CURRENT SURVEY CONTROL
 CD0698  ___________________________________________________________________
 CD0698* NAD 83(1986)-  31 48 10.     (N)    105 36 24.     (W)     SCALED    
 CD0698* NAVD 88     -      1388.869  (meters)    4556.65   (feet)  ADJUSTED  
 CD0698  ___________________________________________________________________
 CD0698  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0698  DYNAMIC HT  -        1386.724 (meters)    4549.61  (feet)  COMP
 CD0698  MODELED GRAV-     979,047.0   (mgal)                       NAVD 88
 CD0698
 CD0698  VERT ORDER  -  FIRST     CLASS II
 CD0698
 CD0698.The horizontal coordinates were scaled from a topographic map and have
 CD0698.an estimated accuracy of +/- 6 seconds.
 CD0698
 CD0698.The orthometric height was determined by differential leveling
 CD0698.and adjusted by the National Geodetic Survey in June 1991..
 CD0698.WARNING-Repeat measurements at this control monument indicate possible
 CD0698.vertical movement.
 CD0698
 CD0698.The geoid height was determined by GEOID03.
 CD0698
 CD0698.The dynamic height is computed by dividing the NAVD 88
 CD0698.geopotential number by the normal gravity value computed on the
 CD0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0698.degrees latitude (g = 980.6199 gals.).
 CD0698
 CD0698.The modeled gravity was interpolated from observed gravity values.
 CD0698
 CD0698;                    North         East    Units  Estimated Accuracy
 CD0698;SPC TX C     - 3,248,640.      200,840.      MT  (+/- 180 meters Scaled)
 CD0698
 CD0698                          SUPERSEDED SURVEY CONTROL
 CD0698
 CD0698  NGVD 29 (??/??/92) 1388.251  (m)         4554.62   (f) ADJ UNCH    1 2
 CD0698
 CD0698.Superseded values are not recommended for survey control.
 CD0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0698.See file dsdata.txt to determine how the superseded data were derived.
 CD0698
 CD0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR425187(NAD 83)
 CD0698_MARKER: DB = BENCH MARK DISK
 CD0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0698_STAMPING: P 359 1943
 CD0698_PROJECTION: PROJECTING 25 CENTIMETERS
 CD0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0698+STABILITY: SURFACE MOTION
 CD0698
 CD0698  HISTORY     - Date     Condition        Report By
 CD0698  HISTORY     - 1943     MONUMENTED       CGS
 CD0698  HISTORY     - 1976     GOOD             USGS
 CD0698  HISTORY     - 1981     GOOD             NGS
 CD0698
 CD0698                          STATION DESCRIPTION
 CD0698
 CD0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0698'55.2 MI E FROM EL PASO.
 CD0698'IN HUDSPETH COUNTY, 55.2 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0698'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 1.1 MILES EAST OF AN
 CD0698'AIRWAY BEACON ON THE SOUTH SIDE OF THE HIGHWAY, ABOUT 90 YARDS EAST OF
 CD0698'A METAL CULVERT, 65.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 CD0698'8 FEET EAST OF AN ANGLE IN THE FENCE LINE ON THE SOUTH SIDE OF THE
 CD0698'HIGHWAY.  A STANDARD DISK, STAMPED P 359 1943 AND SET IN THE TOP OF A
 CD0698'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CD0698
 CD0698                          STATION RECOVERY (1976)
 CD0698
 CD0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0698'IN HUDSPETH COUNTY, 40.8 MI. EAST ALONG U.S. HWY. 62-180 FROM THE
 CD0698'JCT. WITH LOOP 375 AT EL PASO, EL PASO COUNTY, ABOUT 96 YARDS EAST OF
 CD0698'A CONCRETE CULVERT, 78 FT. SOUTH OF THE C/L OF THE HWY., 1 1/2 FT.
 CD0698'NORTH OF THE R.O.W. FENCE. A STANDARD DISK, STAMPED P 359 1943 AND
 CD0698'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 CD0698
 CD0698                          STATION RECOVERY (1981)
 CD0698
 CD0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0698'81.6 KM (50.7 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0698'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0698'0.6 KM (0.4 MI) EAST OF A DIRT ROAD LEADING SOUTH TO A SMALL WHITE
 CD0698'BUILDING, 82.3 METERS (270.0 FT) EAST OF THE EAST END OF A CONCRETE
 CD0698'BOX CULVERT, 23.6 METERS (77.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 CD0698'OF THE HIGHWAY, 2.4 METERS (8.0 FT) EAST OF AN OFFSET IN THE FENCE
 CD0698'LINE AND 0.5 METER (1.5 FT) NORTH-NORTHEAST OF A FENCE.
 CD0698'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0698'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0235 ***********************************************************************
 AB0235  DESIGNATION -  P 36
 AB0235  PID         -  AB0235
 AB0235  STATE/COUNTY-  TX/CAMERON
 AB0235  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0235
 AB0235                         *CURRENT SURVEY CONTROL
 AB0235  ___________________________________________________________________
 AB0235* NAD 83(1986)-  26 05 03.     (N)    097 15 54.     (W)     SCALED    
 AB0235* NAVD 88     -         2.911  (meters)       9.55   (feet)  ADJUSTED  
 AB0235  ___________________________________________________________________
 AB0235  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 AB0235  DYNAMIC HT  -           2.907 (meters)       9.54  (feet)  COMP
 AB0235  MODELED GRAV-     979,063.3   (mgal)                       NAVD 88
 AB0235
 AB0235  VERT ORDER  -  FIRST     CLASS II
 AB0235
 AB0235.The horizontal coordinates were scaled from a topographic map and have
 AB0235.an estimated accuracy of +/- 6 seconds.
 AB0235
 AB0235.The orthometric height was determined by differential leveling
 AB0235.and adjusted by the National Geodetic Survey in June 1991..
 AB0235.WARNING-Repeat measurements at this control monument indicate possible
 AB0235.vertical movement.
 AB0235
 AB0235.The geoid height was determined by GEOID03.
 AB0235
 AB0235.The dynamic height is computed by dividing the NAVD 88
 AB0235.geopotential number by the normal gravity value computed on the
 AB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0235.degrees latitude (g = 980.6199 gals.).
 AB0235
 AB0235.The modeled gravity was interpolated from observed gravity values.
 AB0235
 AB0235;                    North         East    Units  Estimated Accuracy
 AB0235;SPC TX S     - 5,046,860.      423,560.      MT  (+/- 180 meters Scaled)
 AB0235
 AB0235                          SUPERSEDED SURVEY CONTROL
 AB0235
 AB0235  NGVD 29 (??/??/92)    3.015  (m)            9.89   (f) ADJ UNCH    1 2
 AB0235
 AB0235.Superseded values are not recommended for survey control.
 AB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0235.See file dsdata.txt to determine how the superseded data were derived.
 AB0235
 AB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP735861(NAD 83)
 AB0235_MARKER: DD = SURVEY DISK
 AB0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0235_SP_SET: CULVERT
 AB0235_STAMPING: 9.66 P 36
 AB0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0235
 AB0235  HISTORY     - Date     Condition        Report By
 AB0235  HISTORY     - UNK      MONUMENTED
 AB0235  HISTORY     - 1951     GOOD             NGS
 AB0235  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0235  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0235  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0235
 AB0235                          STATION DESCRIPTION
 AB0235
 AB0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0235'3.9 MI W FROM PORT ISABEL.
 AB0235'3.9 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0235'ISABEL, CAMERON COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 AB0235'TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF THE
 AB0235'HIGHWAY, AND 1.5 FEET HIGHER THAN THE HIGHWAY.
 AB0235
 AB0235                          STATION RECOVERY (1963)
 AB0235
 AB0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0235'MARK NOT FOUND.
 AB0235
 AB0235                          STATION RECOVERY (1982)
 AB0235
 AB0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0235'MARK NOT FOUND.
 AB0235
 AB0235                          STATION RECOVERY (1987)
 AB0235
 AB0235'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0490 ***********************************************************************
 EN0490  DESIGNATION -  P 362
 EN0490  PID         -  EN0490
 EN0490  STATE/COUNTY-  TX/ARMSTRONG
 EN0490  USGS QUAD   -  WAYSIDE (1984)
 EN0490
 EN0490                         *CURRENT SURVEY CONTROL
 EN0490  ___________________________________________________________________
 EN0490* NAD 83(1986)-  34 51 21.     (N)    101 32 04.     (W)     SCALED    
 EN0490* NAVD 88     -       792.021  (meters)    2598.49   (feet)  ADJUSTED  
 EN0490  ___________________________________________________________________
 EN0490  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EN0490  DYNAMIC HT  -         791.061 (meters)    2595.34  (feet)  COMP
 EN0490  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 EN0490
 EN0490  VERT ORDER  -  SECOND    CLASS 0
 EN0490
 EN0490.The horizontal coordinates were scaled from a topographic map and have
 EN0490.an estimated accuracy of +/- 6 seconds.
 EN0490
 EN0490.The orthometric height was determined by differential leveling
 EN0490.and adjusted by the National Geodetic Survey in June 1991..
 EN0490
 EN0490.The geoid height was determined by GEOID03.
 EN0490
 EN0490.The dynamic height is computed by dividing the NAVD 88
 EN0490.geopotential number by the normal gravity value computed on the
 EN0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0490.degrees latitude (g = 980.6199 gals.).
 EN0490
 EN0490.The modeled gravity was interpolated from observed gravity values.
 EN0490
 EN0490;                    North         East    Units  Estimated Accuracy
 EN0490;SPC TX N     - 1,094,950.      196,850.      MT  (+/- 180 meters Scaled)
 EN0490
 EN0490                          SUPERSEDED SURVEY CONTROL
 EN0490
 EN0490  NGVD 29 (??/??/92)  791.564  (m)         2596.99   (f) ADJ UNCH    2 0
 EN0490
 EN0490.Superseded values are not recommended for survey control.
 EN0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0490.See file dsdata.txt to determine how the superseded data were derived.
 EN0490
 EN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD682599(NAD 83)
 EN0490_MARKER: DB = BENCH MARK DISK
 EN0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0490_SP_SET: TREE
 EN0490_STAMPING: P 362 1943
 EN0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0490
 EN0490  HISTORY     - Date     Condition        Report By
 EN0490  HISTORY     - 1943     MONUMENTED       CGS
 EN0490  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0490
 EN0490                          STATION DESCRIPTION
 EN0490
 EN0490'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0490'30 MI SE FROM CANYON.
 EN0490'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0490'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 10.0 MILES EAST
 EN0490'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  0.8 MILE
 EN0490'EAST OF OLD HOME RANCH CAMP, ALONG A WAGON ROAD LEADING EAST TO THE
 EN0490'HEDGECOPE PASTURE, ABOUT 225 YARDS SOUTHEAST OF BENCH MARK N 362
 EN0490'DESCRIBED ABOVE, ABOUT 100 YARDS NORTHWEST OF THE NORTHWEST BANK OF
 EN0490'THE RIVER, 60 YARDS EAST OF THE WAGON ROAD, IN THE TRUNK OF THE
 EN0490'LARGEST AND MOST NORTHERLY CEDAR TREE, AND ABOUT 2 FEET ABOVE THE
 EN0490'GROUND.  A STANDARD DISK, STAMPED P 362 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0268 ***********************************************************************
 FL0268  DESIGNATION -  P 363 RESET 1948
 FL0268  PID         -  FL0268
 FL0268  STATE/COUNTY-  TX/WHEELER
 FL0268  USGS QUAD   -  PAKAN (1976)
 FL0268
 FL0268                         *CURRENT SURVEY CONTROL
 FL0268  ___________________________________________________________________
 FL0268* NAD 83(1986)-  35 16 11.     (N)    100 25 53.     (W)     SCALED    
 FL0268* NAVD 88     -       802.90   (meters)    2634.2    (feet)  RESET     
 FL0268  ___________________________________________________________________
 FL0268  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL0268
 FL0268  VERT ORDER  -  THIRD
 FL0268
 FL0268.The horizontal coordinates were scaled from a topographic map and have
 FL0268.an estimated accuracy of +/- 6 seconds.
 FL0268
 FL0268.The orthometric height was computed from unverified reset data.
 FL0268
 FL0268.The geoid height was determined by GEOID03.
 FL0268
 FL0268;                    North         East    Units  Estimated Accuracy
 FL0268;SPC TX N     - 1,141,380.      297,220.      MT  (+/- 180 meters Scaled)
 FL0268
 FL0268                          SUPERSEDED SURVEY CONTROL
 FL0268
 FL0268.No superseded survey control is available for this station.
 FL0268
 FL0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE698038(NAD 83)
 FL0268_MARKER: DB = BENCH MARK DISK
 FL0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0268_STAMPING: P 363 RESET 1948
 FL0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0268+STABILITY: SURFACE MOTION
 FL0268
 FL0268  HISTORY     - Date     Condition        Report By
 FL0268  HISTORY     - 1948     MONUMENTED       TXHD
 FL0268  HISTORY     - 1948     GOOD             NGS
 FL0268
 FL0268                          STATION DESCRIPTION
 FL0268
 FL0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 FL0268'8.1 MI NW FROM LELA.
 FL0268'3.0 MILES NORTH AND 5.1 MILES WEST ALONG GRADED DIRT ROADS FROM THE
 FL0268'POST OFFICE AT LELA, WHEELER COUNTY, 0.2 MILE EAST OF THE CONSOLIDATED
 FL0268'GAS CO. PLANT, AT A ROAD INTERSECTION, 65 FEET SOUTH OF THE CENTERLINE
 FL0268'OF THE EAST-AND-WEST ROAD, 40 FEET EAST OF THE CENTERLINE OF THE
 FL0268'NORTH-AND-SOUTH ROAD (FARM-TO-MARKET HIGHWAY 453), 1 FOOT EAST OF A
 FL0268'FENCE CORNER, AND 5 FEET NORTH OF THE EAST-AND-WEST FENCE. A STANDARD
 FL0268'DISK, STAMPED P 363 RESET 1948 AND SET IN THE TOP OF A CONCRETE POST
 FL0268'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0160 ***********************************************************************
 DQ0160  DESIGNATION -  P 365
 DQ0160  PID         -  DQ0160
 DQ0160  STATE/COUNTY-  TX/YOAKUM
 DQ0160  USGS QUAD   -  TOKIO NW (1970)
 DQ0160
 DQ0160                         *CURRENT SURVEY CONTROL
 DQ0160  ___________________________________________________________________
 DQ0160* NAD 83(1986)-  33 10 54.     (N)    102 41 36.     (W)     SCALED    
 DQ0160* NAVD 88     -      1093.726  (meters)    3588.33   (feet)  ADJUSTED  
 DQ0160  ___________________________________________________________________
 DQ0160  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 DQ0160  DYNAMIC HT  -        1092.269 (meters)    3583.55  (feet)  COMP
 DQ0160  MODELED GRAV-     979,267.5   (mgal)                       NAVD 88
 DQ0160
 DQ0160  VERT ORDER  -  SECOND    CLASS 0
 DQ0160
 DQ0160.The horizontal coordinates were scaled from a topographic map and have
 DQ0160.an estimated accuracy of +/- 6 seconds.
 DQ0160
 DQ0160.The orthometric height was determined by differential leveling
 DQ0160.and adjusted by the National Geodetic Survey in June 1991..
 DQ0160
 DQ0160.The geoid height was determined by GEOID03.
 DQ0160
 DQ0160.The dynamic height is computed by dividing the NAVD 88
 DQ0160.geopotential number by the normal gravity value computed on the
 DQ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0160.degrees latitude (g = 980.6199 gals.).
 DQ0160
 DQ0160.The modeled gravity was interpolated from observed gravity values.
 DQ0160
 DQ0160;                    North         East    Units  Estimated Accuracy
 DQ0160;SPC TXNC     - 2,175,800.      209,080.      MT  (+/- 180 meters Scaled)
 DQ0160
 DQ0160                          SUPERSEDED SURVEY CONTROL
 DQ0160
 DQ0160  NGVD 29 (??/??/92) 1093.320  (m)         3587.00   (f) ADJ UNCH    2 0
 DQ0160
 DQ0160.Superseded values are not recommended for survey control.
 DQ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0160.See file dsdata.txt to determine how the superseded data were derived.
 DQ0160
 DQ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS150737(NAD 83)
 DQ0160_MARKER: DB = BENCH MARK DISK
 DQ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0160_STAMPING: P 365 1943
 DQ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0160+STABILITY: SURFACE MOTION
 DQ0160
 DQ0160  HISTORY     - Date     Condition        Report By
 DQ0160  HISTORY     - 1943     MONUMENTED       CGS
 DQ0160  HISTORY     - 1971     MARK NOT FOUND   NGS
 DQ0160
 DQ0160                          STATION DESCRIPTION
 DQ0160
 DQ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0160'8.0 MI E FROM PLAINS.
 DQ0160'8.0 MILES EAST ALONG U. S. HIGHWAY 380 AND 62 FROM THE COURTHOUSE AT
 DQ0160'PLAINS, YOAKUM COUNTY, 71 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DQ0160'66 FEET SOUTHWEST OF THE WEST END OF A CULVERT, 9.5 FEET NORTH OF A
 DQ0160'FENCE PARALLELING THE HIGHWAY, BETWEEN TWO 4-INCH SHADE TREES, 2 FEET
 DQ0160'NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE
 DQ0160'HIGHWAY.  A STANDARD DISK, STAMPED P 365 1943 AND SET IN THE TOP OF A
 DQ0160'CONCRETE POST.
 DQ0160
 DQ0160                          STATION RECOVERY (1971)
 DQ0160
 DQ0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DQ0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0142 ***********************************************************************
 DQ0142  DESIGNATION -  P 366
 DQ0142  PID         -  DQ0142
 DQ0142  STATE/COUNTY-  TX/COCHRAN
 DQ0142  USGS QUAD   -  WEST OF SUNDOWN (1965)
 DQ0142
 DQ0142                         *CURRENT SURVEY CONTROL
 DQ0142  ___________________________________________________________________
 DQ0142* NAD 83(1986)-  33 27 12.     (N)    102 36 44.     (W)     SCALED    
 DQ0142* NAVD 88     -      1111.370  (meters)    3646.22   (feet)  ADJUSTED  
 DQ0142  ___________________________________________________________________
 DQ0142  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 DQ0142  DYNAMIC HT  -        1109.913 (meters)    3641.44  (feet)  COMP
 DQ0142  MODELED GRAV-     979,287.1   (mgal)                       NAVD 88
 DQ0142
 DQ0142  VERT ORDER  -  SECOND    CLASS 0
 DQ0142
 DQ0142.The horizontal coordinates were scaled from a topographic map and have
 DQ0142.an estimated accuracy of +/- 6 seconds.
 DQ0142
 DQ0142.The orthometric height was determined by differential leveling
 DQ0142.and adjusted by the National Geodetic Survey in June 1991..
 DQ0142
 DQ0142.The geoid height was determined by GEOID03.
 DQ0142
 DQ0142.The dynamic height is computed by dividing the NAVD 88
 DQ0142.geopotential number by the normal gravity value computed on the
 DQ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0142.degrees latitude (g = 980.6199 gals.).
 DQ0142
 DQ0142.The modeled gravity was interpolated from observed gravity values.
 DQ0142
 DQ0142;                    North         East    Units  Estimated Accuracy
 DQ0142;SPC TXNC     - 2,205,610.      217,810.      MT  (+/- 180 meters Scaled)
 DQ0142
 DQ0142                          SUPERSEDED SURVEY CONTROL
 DQ0142
 DQ0142  NGVD 29 (??/??/92) 1110.974  (m)         3644.92   (f) ADJ UNCH    2 0
 DQ0142
 DQ0142.Superseded values are not recommended for survey control.
 DQ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0142.See file dsdata.txt to determine how the superseded data were derived.
 DQ0142
 DQ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT219040(NAD 83)
 DQ0142_MARKER: DB = BENCH MARK DISK
 DQ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0142_STAMPING: P 366 1943
 DQ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0142+STABILITY: SURFACE MOTION
 DQ0142
 DQ0142  HISTORY     - Date     Condition        Report By
 DQ0142  HISTORY     - 1943     MONUMENTED       CGS
 DQ0142
 DQ0142                          STATION DESCRIPTION
 DQ0142
 DQ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0142'10.2 MI S FROM WHITEFACE.
 DQ0142'THIS MARK IS ABOUT 10.2 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0142'RAILWAY STATION AT WHITEFACE, COCHRAN COUNTY, 0.3 MILE NORTH OF A
 DQ0142'CROSS ROAD, 22.0 FEET NORTH OF THE NORTH END OF A CATTLE GUARD
 DQ0142'PARALLEL WITH THE ROAD, 4.0 FEET EAST OF A FENCE RUNNING NORTH-SOUTH,
 DQ0142'49.0 FEET WEST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 DQ0142'5-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0166 ***********************************************************************
 EO0166  DESIGNATION -  P 368
 EO0166  PID         -  EO0166
 EO0166  STATE/COUNTY-  TX/BAILEY
 EO0166  USGS QUAD   -  NEEDMORE (1962)
 EO0166
 EO0166                         *CURRENT SURVEY CONTROL
 EO0166  ___________________________________________________________________
 EO0166* NAD 83(1986)-  34 07 21.     (N)    102 44 05.     (W)     SCALED    
 EO0166* NAVD 88     -      1186.485  (meters)    3892.66   (feet)  POSTED    
 EO0166  ___________________________________________________________________
 EO0166  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 EO0166  DYNAMIC HT  -        1184.950 (meters)    3887.62  (feet)  COMP
 EO0166  MODELED GRAV-     979,300.0   (mgal)                       NAVD 88
 EO0166
 EO0166  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0166
 EO0166.The horizontal coordinates were scaled from a topographic map and have
 EO0166.an estimated accuracy of +/- 6 seconds.
 EO0166
 EO0166.The orthometric height was determined by differential leveling
 EO0166.and adjusted by the National Geodetic Survey in 1992..
 EO0166.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0166.rate of 2.1 thru 3.0 mm/km.
 EO0166
 EO0166.The geoid height was determined by GEOID03.
 EO0166
 EO0166.The dynamic height is computed by dividing the NAVD 88
 EO0166.geopotential number by the normal gravity value computed on the
 EO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0166.degrees latitude (g = 980.6199 gals.).
 EO0166
 EO0166.The modeled gravity was interpolated from observed gravity values.
 EO0166
 EO0166;                    North         East    Units  Estimated Accuracy
 EO0166;SPC TXNC     - 2,280,220.      209,430.      MT  (+/- 180 meters Scaled)
 EO0166
 EO0166                          SUPERSEDED SURVEY CONTROL
 EO0166
 EO0166  NGVD 29 (??/??/92) 1185.948  (m)         3890.90   (f) ADJ UNCH    2 0
 EO0166
 EO0166.Superseded values are not recommended for survey control.
 EO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0166.See file dsdata.txt to determine how the superseded data were derived.
 EO0166
 EO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT089780(NAD 83)
 EO0166_MARKER: DB = BENCH MARK DISK
 EO0166_SETTING: 0 = UNSPECIFIED SETTING
 EO0166_STAMPING: P 368 1943
 EO0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0166
 EO0166  HISTORY     - Date     Condition        Report By
 EO0166  HISTORY     - 1943     MONUMENTED       CGS
 EO0166  HISTORY     - 1957     POOR             NGS
 EO0166
 EO0166                          STATION DESCRIPTION
 EO0166
 EO0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EO0166'6.5 MI N FROM NEEDMORE.
 EO0166'THIS MARK IS ABOUT 6.5 MILES N. ALONG STATE HIGHWAY 214 FROM NEEDMORE
 EO0166'BAILEY COUNTY, SET AT THE S.W. CORNER OF A FENCE, 3 FEET S.W. OF THE
 EO0166'CORNER POST, 15 FEET N. OF THE CENTERLINE OF A ROAD RUNNING E., 50
 EO0166'FEET E. OF THE CENTERLINE OF THE HIGHWAY, PROJECTING ABOUT 3 INCHES
 EO0166'ABOVE THE GROUND, 2 FEET W. OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0075 ***********************************************************************
 GL0075  DESIGNATION -  P 369
 GL0075  PID         -  GL0075
 GL0075  STATE/COUNTY-  TX/MOORE
 GL0075  USGS QUAD   -  EXUM (1965)
 GL0075
 GL0075                         *CURRENT SURVEY CONTROL
 GL0075  ___________________________________________________________________
 GL0075* NAD 83(1986)-  36 01 32.     (N)    102 08 46.     (W)     SCALED    
 GL0075* NAVD 88     -      1151.081  (meters)    3776.50   (feet)  ADJUSTED  
 GL0075  ___________________________________________________________________
 GL0075  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 GL0075  DYNAMIC HT  -        1149.759 (meters)    3772.17  (feet)  COMP
 GL0075  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 GL0075
 GL0075  VERT ORDER  -  SECOND    CLASS 0
 GL0075
 GL0075.The horizontal coordinates were scaled from a topographic map and have
 GL0075.an estimated accuracy of +/- 6 seconds.
 GL0075
 GL0075.The orthometric height was determined by differential leveling
 GL0075.and adjusted by the National Geodetic Survey in June 1991..
 GL0075
 GL0075.The geoid height was determined by GEOID03.
 GL0075
 GL0075.The dynamic height is computed by dividing the NAVD 88
 GL0075.geopotential number by the normal gravity value computed on the
 GL0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0075.degrees latitude (g = 980.6199 gals.).
 GL0075
 GL0075.The modeled gravity was interpolated from observed gravity values.
 GL0075
 GL0075;                    North         East    Units  Estimated Accuracy
 GL0075;SPC TX N     - 1,224,900.      141,770.      MT  (+/- 180 meters Scaled)
 GL0075
 GL0075                          SUPERSEDED SURVEY CONTROL
 GL0075
 GL0075.No superseded survey control is available for this station.
 GL0075
 GL0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV571905(NAD 83)
 GL0075_MARKER: DB = BENCH MARK DISK
 GL0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0075_STAMPING: P 369 1943
 GL0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0075+STABILITY: SURFACE MOTION
 GL0075
 GL0075  HISTORY     - Date     Condition        Report By
 GL0075  HISTORY     - 1943     MONUMENTED       CGS
 GL0075
 GL0075                          STATION DESCRIPTION
 GL0075
 GL0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0075'8.3 MI W FROM ETTER.
 GL0075'8.3 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0075'ETTER.  SET BY MILE POST NUMBER 38.  74, 2 FEET NORTH OF THE MILE
 GL0075'POST, 32.3 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 11.8 FEET SOUTH
 GL0075'OF THE RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0236 ***********************************************************************
 AB0236  DESIGNATION -  P 37
 AB0236  PID         -  AB0236
 AB0236  STATE/COUNTY-  TX/CAMERON
 AB0236  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0236
 AB0236                         *CURRENT SURVEY CONTROL
 AB0236  ___________________________________________________________________
 AB0236* NAD 83(1986)-  26 04 58.     (N)    097 15 42.     (W)     SCALED    
 AB0236* NAVD 88     -         3.222  (meters)      10.57   (feet)  ADJUSTED  
 AB0236  ___________________________________________________________________
 AB0236  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 AB0236  DYNAMIC HT  -           3.217 (meters)      10.55  (feet)  COMP
 AB0236  MODELED GRAV-     979,063.5   (mgal)                       NAVD 88
 AB0236
 AB0236  VERT ORDER  -  FIRST     CLASS II
 AB0236
 AB0236.The horizontal coordinates were scaled from a topographic map and have
 AB0236.an estimated accuracy of +/- 6 seconds.
 AB0236
 AB0236.The orthometric height was determined by differential leveling
 AB0236.and adjusted by the National Geodetic Survey in June 1991..
 AB0236
 AB0236.The geoid height was determined by GEOID03.
 AB0236
 AB0236.The dynamic height is computed by dividing the NAVD 88
 AB0236.geopotential number by the normal gravity value computed on the
 AB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0236.degrees latitude (g = 980.6199 gals.).
 AB0236
 AB0236.The modeled gravity was interpolated from observed gravity values.
 AB0236
 AB0236;                    North         East    Units  Estimated Accuracy
 AB0236;SPC TX S     - 5,046,710.      423,890.      MT  (+/- 180 meters Scaled)
 AB0236
 AB0236                          SUPERSEDED SURVEY CONTROL
 AB0236
 AB0236  NGVD 29 (??/??/92)    3.327  (m)           10.92   (f) ADJ UNCH    1 2
 AB0236
 AB0236.Superseded values are not recommended for survey control.
 AB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0236.See file dsdata.txt to determine how the superseded data were derived.
 AB0236
 AB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP738860(NAD 83)
 AB0236_MARKER: DD = SURVEY DISK
 AB0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0236_SP_SET: CULVERT
 AB0236_STAMPING: 10.56 P 37
 AB0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0236
 AB0236  HISTORY     - Date     Condition        Report By
 AB0236  HISTORY     - UNK      MONUMENTED
 AB0236  HISTORY     - 1951     GOOD             NGS
 AB0236  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0236  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0236  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0236
 AB0236                          STATION DESCRIPTION
 AB0236
 AB0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0236'3.7 MI W FROM PORT ISABEL.
 AB0236'3-2/3 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT
 AB0236'PORT ISABEL, CAMERON COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF
 AB0236'THE TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF THE
 AB0236'HIGHWAY, AND 1.5 FEET HIGHER THAN THE HIGHWAY.
 AB0236
 AB0236                          STATION RECOVERY (1963)
 AB0236
 AB0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0236'MARK NOT FOUND.
 AB0236
 AB0236                          STATION RECOVERY (1982)
 AB0236
 AB0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0236'MARK NOT FOUND.
 AB0236
 AB0236                          STATION RECOVERY (1987)
 AB0236
 AB0236'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0195 ***********************************************************************
 AO0195  DESIGNATION -  P 37
 AO0195  PID         -  AO0195
 AO0195  STATE/COUNTY-  TX/FRIO
 AO0195  USGS QUAD   -  DERBY (1982)
 AO0195
 AO0195                         *CURRENT SURVEY CONTROL
 AO0195  ___________________________________________________________________
 AO0195* NAD 83(1986)-  28 45 28.     (N)    099 08 08.     (W)     SCALED    
 AO0195* NAVD 88     -       154.213  (meters)     505.95   (feet)  POSTED    
 AO0195  ___________________________________________________________________
 AO0195  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AO0195  DYNAMIC HT  -         153.990 (meters)     505.22  (feet)  COMP
 AO0195  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 AO0195
 AO0195  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AO0195
 AO0195.The horizontal coordinates were scaled from a topographic map and have
 AO0195.an estimated accuracy of +/- 6 seconds.
 AO0195
 AO0195.The orthometric height was determined by differential leveling
 AO0195.and adjusted by the National Geodetic Survey in 1992..
 AO0195.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AO0195.rate of 0.0 thru 1.0 mm/km.
 AO0195
 AO0195.The geoid height was determined by GEOID03.
 AO0195
 AO0195.The dynamic height is computed by dividing the NAVD 88
 AO0195.geopotential number by the normal gravity value computed on the
 AO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0195.degrees latitude (g = 980.6199 gals.).
 AO0195
 AO0195.The modeled gravity was interpolated from observed gravity values.
 AO0195
 AO0195;                    North         East    Units  Estimated Accuracy
 AO0195;SPC TXSC     - 4,102,460.      586,760.      MT  (+/- 180 meters Scaled)
 AO0195
 AO0195                          SUPERSEDED SURVEY CONTROL
 AO0195
 AO0195.No superseded survey control is available for this station.
 AO0195
 AO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS867811(NAD 83)
 AO0195_MARKER: Z = SEE DESCRIPTION
 AO0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0195_SP_SET: STONE POST
 AO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0195+STABILITY: SURFACE MOTION
 AO0195
 AO0195  HISTORY     - Date     Condition        Report By
 AO0195  HISTORY     - UNK      MONUMENTED       CGS
 AO0195  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0195  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 AO0195  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 AO0195
 AO0195                          STATION DESCRIPTION
 AO0195
 AO0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0195'1.0 MI S FROM DERBY.
 AO0195'1.0 MILE SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0195'DERBY, FRIO COUNTY, MIDWAY BETWEEN THE FIRST AND SECOND POLES NORTH OF
 AO0195'MILEPOST 322, AND 40 FEET EAST OF THE TRACK.  THE BOTTOM OF A SQUARE
 AO0195'HOLE, FLANKED BY THE LETTERS USBM IN THE TOP OF A STONE POST.
 AO0195
 AO0195                          STATION RECOVERY (1996)
 AO0195
 AO0195'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0195'MARK NOT FOUND.
 AO0195
 AO0195                          STATION RECOVERY (2003)
 AO0195
 AO0195'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0081 ***********************************************************************
 FM0081  DESIGNATION -  P 370
 FM0081  PID         -  FM0081
 FM0081  STATE/COUNTY-  TX/HARTLEY
 FM0081  USGS QUAD   -  HARTLEY (1973)
 FM0081
 FM0081                         *CURRENT SURVEY CONTROL
 FM0081  ___________________________________________________________________
 FM0081* NAD 83(1986)-  35 57 01.     (N)    102 24 22.     (W)     SCALED    
 FM0081* NAVD 88     -      1196.587  (meters)    3925.80   (feet)  ADJUSTED  
 FM0081  ___________________________________________________________________
 FM0081  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 FM0081  DYNAMIC HT  -        1195.187 (meters)    3921.21  (feet)  COMP
 FM0081  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 FM0081
 FM0081  VERT ORDER  -  SECOND    CLASS 0
 FM0081
 FM0081.The horizontal coordinates were scaled from a topographic map and have
 FM0081.an estimated accuracy of +/- 6 seconds.
 FM0081
 FM0081.The orthometric height was determined by differential leveling
 FM0081.and adjusted by the National Geodetic Survey in June 1991..
 FM0081
 FM0081.The geoid height was determined by GEOID03.
 FM0081
 FM0081.The dynamic height is computed by dividing the NAVD 88
 FM0081.geopotential number by the normal gravity value computed on the
 FM0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0081.degrees latitude (g = 980.6199 gals.).
 FM0081
 FM0081.The modeled gravity was interpolated from observed gravity values.
 FM0081
 FM0081;                    North         East    Units  Estimated Accuracy
 FM0081;SPC TX N     - 1,216,740.      118,260.      MT  (+/- 180 meters Scaled)
 FM0081
 FM0081                          SUPERSEDED SURVEY CONTROL
 FM0081
 FM0081  NGVD 29 (??/??/92) 1196.017  (m)         3923.93   (f) ADJ UNCH    2 0
 FM0081
 FM0081.Superseded values are not recommended for survey control.
 FM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0081.See file dsdata.txt to determine how the superseded data were derived.
 FM0081
 FM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV339815(NAD 83)
 FM0081_MARKER: DB = BENCH MARK DISK
 FM0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0081_STAMPING: P 370 1943
 FM0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0081+STABILITY: SURFACE MOTION
 FM0081
 FM0081  HISTORY     - Date     Condition        Report By
 FM0081  HISTORY     - 1943     MONUMENTED       CGS
 FM0081  HISTORY     - 1952     MARK NOT FOUND   NGS
 FM0081
 FM0081                          STATION DESCRIPTION
 FM0081
 FM0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0081'4.5 MI N FROM HARTLEY.
 FM0081'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY NUMBER 54, THENCE, 3.3 MILES
 FM0081'NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT HARTLEY.  SET IN THE
 FM0081'SOUTHWEST CORNER OF A PASTURE, AND NORTHWEST OF A FARM HOUSE. 210 FEET
 FM0081'NORTH OF THE CENTER-LINE OF A DRIVEWAY LEADING EAST TO FARM HOUSE, 36
 FM0081'FEET EAST OF THE CENTER-LINE OF THE MAIN ROAD, 13 FEET EAST OF THE
 FM0081'RIGHT-OF-WAY FENCE, 2.0 FEET EAST OF THE REFERENCE POST.
 FM0081
 FM0081                          STATION RECOVERY (1952)
 FM0081
 FM0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FM0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1412 ***********************************************************************
 FL1412  DESIGNATION -  P 371
 FL1412  PID         -  FL1412
 FL1412  STATE/COUNTY-  TX/MOORE
 FL1412  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1412
 FL1412                         *CURRENT SURVEY CONTROL
 FL1412  ___________________________________________________________________
 FL1412* NAD 83(1986)-  35 51 50.     (N)    102 00 01.     (W)     SCALED    
 FL1412* NAVD 88     -      1124.610  (meters)    3689.66   (feet)  POSTED    
 FL1412  ___________________________________________________________________
 FL1412  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL1412  DYNAMIC HT  -        1123.300 (meters)    3685.36  (feet)  COMP
 FL1412  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 FL1412
 FL1412  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FL1412
 FL1412.The horizontal coordinates were scaled from a topographic map and have
 FL1412.an estimated accuracy of +/- 6 seconds.
 FL1412
 FL1412.The orthometric height was determined by differential leveling
 FL1412.and adjusted by the National Geodetic Survey in 1992..
 FL1412.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FL1412.rate of 4.1 thru 8.0 mm/km.
 FL1412
 FL1412.The geoid height was determined by GEOID03.
 FL1412
 FL1412.The dynamic height is computed by dividing the NAVD 88
 FL1412.geopotential number by the normal gravity value computed on the
 FL1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1412.degrees latitude (g = 980.6199 gals.).
 FL1412
 FL1412.The modeled gravity was interpolated from observed gravity values.
 FL1412
 FL1412;                    North         East    Units  Estimated Accuracy
 FL1412;SPC TX N     - 1,206,890.      154,820.      MT  (+/- 180 meters Scaled)
 FL1412
 FL1412                          SUPERSEDED SURVEY CONTROL
 FL1412
 FL1412  NGVD 29 (??/??/92) 1124.048  (m)         3687.81   (f) ADJ UNCH    2 0
 FL1412
 FL1412.Superseded values are not recommended for survey control.
 FL1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1412.See file dsdata.txt to determine how the superseded data were derived.
 FL1412
 FL1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV708730(NAD 83)
 FL1412_MARKER: DB = BENCH MARK DISK
 FL1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1412_STAMPING: P 371 1943
 FL1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1412+STABILITY: SURFACE MOTION
 FL1412
 FL1412  HISTORY     - Date     Condition        Report By
 FL1412  HISTORY     - 1943     MONUMENTED       CGS
 FL1412  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL1412
 FL1412                          STATION DESCRIPTION
 FL1412
 FL1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1412'1.9 MI W FROM DUMAS.
 FL1412'1.9 MILES WEST ALONG U.S. HIGHWAY NUMBER 87 FROM THE COURTHOUSE AT
 FL1412'DUMAS.  SET IN THE NORTHEAST QUARTER OF A TRAIL CROSSING THE HIGHWAY,
 FL1412'ABOUT 1.0 MILE EAST OF THE RAILROAD CROSSING.  52 FEET NORTH OF THE
 FL1412'CENTER-LINE OF THE HIGHWAY, 22.5 FEET EAST OF THE CENTER-LINE OF THE
 FL1412'TRAIL, 5.0 LFEET NORTH OF A POLE, 2.3 FEET SOUTH OF THE RIGHT-OF-WAY
 FL1412'FENCE, 4.0 FEET WEST OF THE REFERENCE POST.
 FL1412
 FL1412                          STATION RECOVERY (1963)
 FL1412
 FL1412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL1412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0562 ***********************************************************************
 GK0562  DESIGNATION -  P 372
 GK0562  PID         -  GK0562
 GK0562  STATE/COUNTY-  TX/SHERMAN
 GK0562  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0562
 GK0562                         *CURRENT SURVEY CONTROL
 GK0562  ___________________________________________________________________
 GK0562* NAD 83(1986)-  36 08 24.     (N)    101 54 01.     (W)     SCALED    
 GK0562* NAVD 88     -      1075.538  (meters)    3528.66   (feet)  ADJUSTED  
 GK0562  ___________________________________________________________________
 GK0562  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 GK0562  DYNAMIC HT  -        1074.331 (meters)    3524.70  (feet)  COMP
 GK0562  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 GK0562
 GK0562  VERT ORDER  -  SECOND    CLASS 0
 GK0562
 GK0562.The horizontal coordinates were scaled from a topographic map and have
 GK0562.an estimated accuracy of +/- 6 seconds.
 GK0562
 GK0562.The orthometric height was determined by differential leveling
 GK0562.and adjusted by the National Geodetic Survey in June 1991..
 GK0562
 GK0562.The geoid height was determined by GEOID03.
 GK0562
 GK0562.The dynamic height is computed by dividing the NAVD 88
 GK0562.geopotential number by the normal gravity value computed on the
 GK0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0562.degrees latitude (g = 980.6199 gals.).
 GK0562
 GK0562.The modeled gravity was interpolated from observed gravity values.
 GK0562
 GK0562;                    North         East    Units  Estimated Accuracy
 GK0562;SPC TX N     - 1,237,490.      163,970.      MT  (+/- 180 meters Scaled)
 GK0562
 GK0562                          SUPERSEDED SURVEY CONTROL
 GK0562
 GK0562  NGVD 29 (??/??/92) 1075.036  (m)         3527.01   (f) ADJ UNCH    2 0
 GK0562
 GK0562.Superseded values are not recommended for survey control.
 GK0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0562.See file dsdata.txt to determine how the superseded data were derived.
 GK0562
 GK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF390033(NAD 83)
 GK0562_MARKER: DB = BENCH MARK DISK
 GK0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0562_STAMPING: P 372 1943
 GK0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0562+STABILITY: SURFACE MOTION
 GK0562
 GK0562  HISTORY     - Date     Condition        Report By
 GK0562  HISTORY     - 1943     MONUMENTED       CGS
 GK0562  HISTORY     - 1952     GOOD             NGS
 GK0562
 GK0562                          STATION DESCRIPTION
 GK0562
 GK0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0562'15.0 MI NE FROM ETTER.
 GK0562'7.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT ETTER,
 GK0562'THENCE 7.2 MILES EAST ALONG A NEW FARM TO MARKET ROAD, 62 FEET NORTH
 GK0562'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 58 FEET EAST OF THE
 GK0562'CENTER LINE OF A ROAD LEADING NORTH, 10 FEET NORTH OF A FENCE CORNER,
 GK0562'0.6 FOOT WEST OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE
 GK0562'TOP OF A CONCRETE POST WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0531 ***********************************************************************
 GK0531  DESIGNATION -  P 374
 GK0531  PID         -  GK0531
 GK0531  STATE/COUNTY-  TX/HANSFORD
 GK0531  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0531
 GK0531                         *CURRENT SURVEY CONTROL
 GK0531  ___________________________________________________________________
 GK0531* NAD 83(1986)-  36 16 13.     (N)    101 35 16.     (W)     SCALED    
 GK0531* NAVD 88     -      1025.761  (meters)    3365.35   (feet)  ADJUSTED  
 GK0531  ___________________________________________________________________
 GK0531  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 GK0531  DYNAMIC HT  -        1024.635 (meters)    3361.66  (feet)  COMP
 GK0531  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 GK0531
 GK0531  VERT ORDER  -  SECOND    CLASS 0
 GK0531
 GK0531.The horizontal coordinates were scaled from a topographic map and have
 GK0531.an estimated accuracy of +/- 6 seconds.
 GK0531
 GK0531.The orthometric height was determined by differential leveling
 GK0531.and adjusted by the National Geodetic Survey in June 1991..
 GK0531
 GK0531.The geoid height was determined by GEOID03.
 GK0531
 GK0531.The dynamic height is computed by dividing the NAVD 88
 GK0531.geopotential number by the normal gravity value computed on the
 GK0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0531.degrees latitude (g = 980.6199 gals.).
 GK0531
 GK0531.The modeled gravity was interpolated from observed gravity values.
 GK0531
 GK0531;                    North         East    Units  Estimated Accuracy
 GK0531;SPC TX N     - 1,251,870.      192,110.      MT  (+/- 180 meters Scaled)
 GK0531
 GK0531                          SUPERSEDED SURVEY CONTROL
 GK0531
 GK0531  NGVD 29 (??/??/92) 1025.277  (m)         3363.76   (f) ADJ UNCH    2 0
 GK0531
 GK0531.Superseded values are not recommended for survey control.
 GK0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0531.See file dsdata.txt to determine how the superseded data were derived.
 GK0531
 GK0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF675170(NAD 83)
 GK0531_MARKER: DB = BENCH MARK DISK
 GK0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0531_STAMPING: P 374 1943
 GK0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0531+STABILITY: SURFACE MOTION
 GK0531
 GK0531  HISTORY     - Date     Condition        Report By
 GK0531  HISTORY     - 1943     MONUMENTED       CGS
 GK0531  HISTORY     - 1952     GOOD             NGS
 GK0531  HISTORY     - 1974     MARK NOT FOUND   USGS
 GK0531
 GK0531                          STATION DESCRIPTION
 GK0531
 GK0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0531'10.35 MI W FROM GRUVER.
 GK0531'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0531'THENCE 10.0 MILES WEST ALONG FARM ROAD 289, AT A JUNCTION WITH A NORTH
 GK0531'AND SOUTH ROAD, 145 FEET WEST OF THE SOUTHWEST CORNER OF A STUCCO
 GK0531'HOUSE, 55 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 22 FEET WEST
 GK0531'OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 15 FEET NORTHEAST OF A
 GK0531'FENCE CORNER, 2 FFET EAST OF A WITNESS POST, SET IN THE TOP OF A
 GK0531'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GK0531
 GK0531                          STATION RECOVERY (1974)
 GK0531
 GK0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GK0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0205 ***********************************************************************
 GL0205  DESIGNATION -  P 375
 GL0205  PID         -  GL0205
 GL0205  STATE/COUNTY-  TX/SHERMAN
 GL0205  USGS QUAD   -  CONLEN (1965)
 GL0205
 GL0205                         *CURRENT SURVEY CONTROL
 GL0205  ___________________________________________________________________
 GL0205* NAD 83(1986)-  36 13 34.     (N)    102 11 14.     (W)     SCALED    
 GL0205* NAVD 88     -      1147.215  (meters)    3763.82   (feet)  ADJUSTED  
 GL0205  ___________________________________________________________________
 GL0205  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 GL0205  DYNAMIC HT  -        1145.926 (meters)    3759.59  (feet)  COMP
 GL0205  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 GL0205
 GL0205  VERT ORDER  -  SECOND    CLASS 0
 GL0205
 GL0205.The horizontal coordinates were scaled from a topographic map and have
 GL0205.an estimated accuracy of +/- 6 seconds.
 GL0205
 GL0205.The orthometric height was determined by differential leveling
 GL0205.and adjusted by the National Geodetic Survey in June 1991..
 GL0205
 GL0205.The geoid height was determined by GEOID03.
 GL0205
 GL0205.The dynamic height is computed by dividing the NAVD 88
 GL0205.geopotential number by the normal gravity value computed on the
 GL0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0205.degrees latitude (g = 980.6199 gals.).
 GL0205
 GL0205.The modeled gravity was interpolated from observed gravity values.
 GL0205
 GL0205;                    North         East    Units  Estimated Accuracy
 GL0205;SPC TX N     - 1,247,180.      138,220.      MT  (+/- 180 meters Scaled)
 GL0205
 GL0205                          SUPERSEDED SURVEY CONTROL
 GL0205
 GL0205.No superseded survey control is available for this station.
 GL0205
 GL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA528126(NAD 83)
 GL0205_MARKER: DB = BENCH MARK DISK
 GL0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0205_STAMPING: P 375 1943
 GL0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0205+STABILITY: SURFACE MOTION
 GL0205
 GL0205  HISTORY     - Date     Condition        Report By
 GL0205  HISTORY     - 1943     MONUMENTED       CGS
 GL0205  HISTORY     - 1943     GOOD             LOCENG
 GL0205
 GL0205                          STATION DESCRIPTION
 GL0205
 GL0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0205'3.5 MI E FROM CONLEN.
 GL0205'0.5 MILE SOUTH, THENCE, 3.0 MILES EAST ALONG GRADED ROADS FROM THE
 GL0205'POST OFFICE AT CONLEN.  SET AT THE INTERSECTION OF A TRAIL LEADING
 GL0205'SOUTH ALONG A SECTION FENCE LINE.  44.6 FEET EAST OF THE CORNER FENCE
 GL0205'POST, 33.5 FEET EAST OF THE CENTER-LINE OF THE TRAIL, 33 FEET SOUTH OF
 GL0205'THE CENTER-LINE OF THE MAIN ROAD, 1.6 FEET SOUTH OF THE RIGHT-OF-WAY
 GL0205'FENCE, 2.0 FEET NORTH OF THE REFERENCE POST.
 GL0205
 GL0205                          STATION RECOVERY (1943)
 GL0205
 GL0205'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 GL0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0450 ***********************************************************************
 FM0450  DESIGNATION -  P 376
 FM0450  PID         -  FM0450
 FM0450  STATE/COUNTY-  TX/HARTLEY
 FM0450  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0450
 FM0450                         *CURRENT SURVEY CONTROL
 FM0450  ___________________________________________________________________
 FM0450* NAD 83(1986)-  35 42 27.     (N)    102 42 40.     (W)     SCALED    
 FM0450* NAVD 88     -      1189.138  (meters)    3901.36   (feet)  ADJUSTED  
 FM0450  ___________________________________________________________________
 FM0450  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 FM0450  DYNAMIC HT  -        1187.747 (meters)    3896.80  (feet)  COMP
 FM0450  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 FM0450
 FM0450  VERT ORDER  -  SECOND    CLASS 0
 FM0450
 FM0450.The horizontal coordinates were scaled from a topographic map and have
 FM0450.an estimated accuracy of +/- 6 seconds.
 FM0450
 FM0450.The orthometric height was determined by differential leveling
 FM0450.and adjusted by the National Geodetic Survey in June 1991..
 FM0450
 FM0450.The geoid height was determined by GEOID03.
 FM0450
 FM0450.The dynamic height is computed by dividing the NAVD 88
 FM0450.geopotential number by the normal gravity value computed on the
 FM0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0450.degrees latitude (g = 980.6199 gals.).
 FM0450
 FM0450.The modeled gravity was interpolated from observed gravity values.
 FM0450
 FM0450;                    North         East    Units  Estimated Accuracy
 FM0450;SPC TX N     - 1,190,100.       90,410.      MT  (+/- 180 meters Scaled)
 FM0450
 FM0450                          SUPERSEDED SURVEY CONTROL
 FM0450
 FM0450  NGVD 29 (??/??/92) 1188.619  (m)         3899.66   (f) ADJ UNCH    2 0
 FM0450
 FM0450.Superseded values are not recommended for survey control.
 FM0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0450.See file dsdata.txt to determine how the superseded data were derived.
 FM0450
 FM0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV070539(NAD 83)
 FM0450_MARKER: DB = BENCH MARK DISK
 FM0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0450_STAMPING: P 376 1943
 FM0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0450+STABILITY: SURFACE MOTION
 FM0450
 FM0450  HISTORY     - Date     Condition        Report By
 FM0450  HISTORY     - 1943     MONUMENTED       CGS
 FM0450  HISTORY     - 1971     GOOD             USGS
 FM0450
 FM0450                          STATION DESCRIPTION
 FM0450
 FM0450'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0450'15.8 MI E FROM ROMERO.
 FM0450'TO REACH MARK FROM ROMERO, HARTLEY COUNTY, GO NE FOR 1.2 MI. ON US HWY
 FM0450'54 TO JUNCTION OF TEXAS FM 767.  THENCE SE ALONG FM 767 FOR 5.1 MI. TO
 FM0450'JUNCTION OF FM 767 AND OLD ABANDONED GRADED ROAD.  TAKE OLD GRADED
 FM0450'ROAD AND CONTINUE FOR 7.8 MI. MARK IS HALFWAY UP  WEST SLOPE OF A
 FM0450'HILL, 1.3 FEET NORTH OF FENCE, AND 29 FEET NORTH OF CENTER LINE OF
 FM0450'ABANDONED ROAD.  A STANDARD DISK, STAMPED P 376 1943 AND SET IN TOP OF
 FM0450'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0134 ***********************************************************************
 GK0134  DESIGNATION -  P 377
 GK0134  PID         -  GK0134
 GK0134  STATE/COUNTY-  TX/OCHILTREE
 GK0134  USGS QUAD   -  FARNSWORTH (1973)
 GK0134
 GK0134                         *CURRENT SURVEY CONTROL
 GK0134  ___________________________________________________________________
 GK0134* NAD 83(1986)-  36 17 23.     (N)    100 57 48.     (W)     SCALED    
 GK0134* NAVD 88     -       911.717  (meters)    2991.19   (feet)  ADJUSTED  
 GK0134  ___________________________________________________________________
 GK0134  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GK0134  DYNAMIC HT  -         910.750 (meters)    2988.02  (feet)  COMP
 GK0134  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 GK0134
 GK0134  VERT ORDER  -  SECOND    CLASS 0
 GK0134
 GK0134.The horizontal coordinates were scaled from a topographic map and have
 GK0134.an estimated accuracy of +/- 6 seconds.
 GK0134
 GK0134.The orthometric height was determined by differential leveling
 GK0134.and adjusted by the National Geodetic Survey in June 1991..
 GK0134
 GK0134.The geoid height was determined by GEOID03.
 GK0134
 GK0134.The dynamic height is computed by dividing the NAVD 88
 GK0134.geopotential number by the normal gravity value computed on the
 GK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0134.degrees latitude (g = 980.6199 gals.).
 GK0134
 GK0134.The modeled gravity was interpolated from observed gravity values.
 GK0134
 GK0134;                    North         East    Units  Estimated Accuracy
 GK0134;SPC TX N     - 1,254,160.      248,210.      MT  (+/- 180 meters Scaled)
 GK0134
 GK0134                          SUPERSEDED SURVEY CONTROL
 GK0134
 GK0134  NGVD 29 (??/??/92)  911.313  (m)         2989.87   (f) ADJ UNCH    2 0
 GK0134
 GK0134.Superseded values are not recommended for survey control.
 GK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0134.See file dsdata.txt to determine how the superseded data were derived.
 GK0134
 GK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF236178(NAD 83)
 GK0134_MARKER: DB = BENCH MARK DISK
 GK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0134_STAMPING: P 377 1943
 GK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0134+STABILITY: SURFACE MOTION
 GK0134
 GK0134  HISTORY     - Date     Condition        Report By
 GK0134  HISTORY     - 1943     MONUMENTED       CGS
 GK0134  HISTORY     - 1973     MARK NOT FOUND   NGS
 GK0134
 GK0134                          STATION DESCRIPTION
 GK0134
 GK0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0134'2.4 MI S FROM FARNSWORTH.
 GK0134'2.4 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 GK0134'FARNSWORTH, 0.4 MILE EAST OF A GREEN FARMHOUSE, AT A ROAD
 GK0134'INTERSECTION, 113 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 GK0134'ROAD, 35 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND
 GK0134'1.5 FEET WEST OF THE RIGHT-OF-WAY FENCELINE.  A STANDARD DISK, STAMPED
 GK0134'P 377 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 9
 GK0134'INCHES ABOVE GROUND.
 GK0134
 GK0134                          STATION RECOVERY (1973)
 GK0134
 GK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GK0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0247 ***********************************************************************
 FL0247  DESIGNATION -  P 378
 FL0247  PID         -  FL0247
 FL0247  STATE/COUNTY-  TX/WHEELER
 FL0247  USGS QUAD   -  PAKAN (1976)
 FL0247
 FL0247                         *CURRENT SURVEY CONTROL
 FL0247  ___________________________________________________________________
 FL0247* NAD 83(1986)-  35 22 19.     (N)    100 25 57.     (W)     SCALED    
 FL0247* NAVD 88     -       762.803  (meters)    2502.63   (feet)  ADJUSTED  
 FL0247  ___________________________________________________________________
 FL0247  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0247  DYNAMIC HT  -         762.000 (meters)    2499.99  (feet)  COMP
 FL0247  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 FL0247
 FL0247  VERT ORDER  -  SECOND    CLASS 0
 FL0247
 FL0247.The horizontal coordinates were scaled from a topographic map and have
 FL0247.an estimated accuracy of +/- 6 seconds.
 FL0247
 FL0247.The orthometric height was determined by differential leveling
 FL0247.and adjusted by the National Geodetic Survey in June 1991..
 FL0247
 FL0247.The geoid height was determined by GEOID03.
 FL0247
 FL0247.The dynamic height is computed by dividing the NAVD 88
 FL0247.geopotential number by the normal gravity value computed on the
 FL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0247.degrees latitude (g = 980.6199 gals.).
 FL0247
 FL0247.The modeled gravity was interpolated from observed gravity values.
 FL0247
 FL0247;                    North         East    Units  Estimated Accuracy
 FL0247;SPC TX N     - 1,152,720.      297,000.      MT  (+/- 180 meters Scaled)
 FL0247
 FL0247                          SUPERSEDED SURVEY CONTROL
 FL0247
 FL0247  NGVD 29 (??/??/92)  762.480  (m)         2501.57   (f) ADJ UNCH    2 0
 FL0247
 FL0247.Superseded values are not recommended for survey control.
 FL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0247.See file dsdata.txt to determine how the superseded data were derived.
 FL0247
 FL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE698152(NAD 83)
 FL0247_MARKER: DB = BENCH MARK DISK
 FL0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0247_STAMPING: P 378 1943
 FL0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0247+STABILITY: SURFACE MOTION
 FL0247
 FL0247  HISTORY     - Date     Condition        Report By
 FL0247  HISTORY     - 1943     MONUMENTED       CGS
 FL0247  HISTORY     - 1946     GOOD             NGS
 FL0247
 FL0247                          STATION DESCRIPTION
 FL0247
 FL0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 FL0247'3.5 MI W FROM MAGIC CITY.
 FL0247'3.5 MILES WEST ALONG THE FORT WORTH AND DENVER RAILWAY FROM THE
 FL0247'STATION AT MAGIC CITY, WHEELER COUNTY, THENCE 0.8 MILE SOUTH ALONG A
 FL0247'GRADED ROAD.  AT THE INTERSECTION OF THE ROAD LEADING WEST TO
 FL0247'KELLERVILLE, 0.05 MILE WEST OF A RIGHT-ANGLE TURN IN THE ROAD, 148
 FL0247'FEET SOUTH OF A GREEN WATER TANK, 40 FEET NORTH OF THE CENTERLINE OF
 FL0247'THE KELLERVILLE ROAD, 15 FEET WEST OF THE CENTERLINE OF THE
 FL0247'NORTH-AND-SOUTH ROAD, 2 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 2
 FL0247'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED P
 FL0247'378 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FL0247'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0237 ***********************************************************************
 AB0237  DESIGNATION -  P 38
 AB0237  PID         -  AB0237
 AB0237  STATE/COUNTY-  TX/CAMERON
 AB0237  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0237
 AB0237                         *CURRENT SURVEY CONTROL
 AB0237  ___________________________________________________________________
 AB0237* NAD 83(1986)-  26 04 54.     (N)    097 15 30.     (W)     SCALED    
 AB0237* NAVD 88     -         2.764  (meters)       9.07   (feet)  ADJUSTED  
 AB0237  ___________________________________________________________________
 AB0237  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 AB0237  DYNAMIC HT  -           2.759 (meters)       9.05  (feet)  COMP
 AB0237  MODELED GRAV-     979,063.6   (mgal)                       NAVD 88
 AB0237
 AB0237  VERT ORDER  -  FIRST     CLASS II
 AB0237
 AB0237.The horizontal coordinates were scaled from a topographic map and have
 AB0237.an estimated accuracy of +/- 6 seconds.
 AB0237
 AB0237.The orthometric height was determined by differential leveling
 AB0237.and adjusted by the National Geodetic Survey in June 1991..
 AB0237.WARNING-Repeat measurements at this control monument indicate possible
 AB0237.vertical movement.
 AB0237
 AB0237.The geoid height was determined by GEOID03.
 AB0237
 AB0237.The dynamic height is computed by dividing the NAVD 88
 AB0237.geopotential number by the normal gravity value computed on the
 AB0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0237.degrees latitude (g = 980.6199 gals.).
 AB0237
 AB0237.The modeled gravity was interpolated from observed gravity values.
 AB0237
 AB0237;                    North         East    Units  Estimated Accuracy
 AB0237;SPC TX S     - 5,046,590.      424,230.      MT  (+/- 180 meters Scaled)
 AB0237
 AB0237                          SUPERSEDED SURVEY CONTROL
 AB0237
 AB0237  NGVD 29 (??/??/92)    2.868  (m)            9.41   (f) ADJ UNCH    1 2
 AB0237
 AB0237.Superseded values are not recommended for survey control.
 AB0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0237.See file dsdata.txt to determine how the superseded data were derived.
 AB0237
 AB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP741858(NAD 83)
 AB0237_MARKER: DD = SURVEY DISK
 AB0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0237_SP_SET: CULVERT
 AB0237_STAMPING: 9.12 P 38
 AB0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0237
 AB0237  HISTORY     - Date     Condition        Report By
 AB0237  HISTORY     - UNK      MONUMENTED
 AB0237  HISTORY     - 1951     GOOD             NGS
 AB0237  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0237  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0237  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0237
 AB0237                          STATION DESCRIPTION
 AB0237
 AB0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0237'3.45 MI W FROM PORT ISABEL.
 AB0237'3.45 MILES WEST OF STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0237'ISABEL, CAMERON COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 AB0237'TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF THE
 AB0237'HIGHWAY, AND 1.5 FEET HIGHER THAN THE HIGHWAY.
 AB0237
 AB0237                          STATION RECOVERY (1963)
 AB0237
 AB0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0237'MARK NOT FOUND.
 AB0237
 AB0237                          STATION RECOVERY (1982)
 AB0237
 AB0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0237'MARK NOT FOUND.
 AB0237
 AB0237                          STATION RECOVERY (1987)
 AB0237
 AB0237'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0662 ***********************************************************************
 GK0662  DESIGNATION -  P 380
 GK0662  PID         -  GK0662
 GK0662  STATE/COUNTY-  TX/HUTCHINSON
 GK0662  USGS QUAD   -  CAPPS SWITCH SE (1974)
 GK0662
 GK0662                         *CURRENT SURVEY CONTROL
 GK0662  ___________________________________________________________________
 GK0662* NAD 83(1986)-  36 02 16.     (N)    101 33 35.     (W)     SCALED    
 GK0662* NAVD 88     -      1009.419  (meters)    3311.74   (feet)  ADJUSTED  
 GK0662  ___________________________________________________________________
 GK0662  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 GK0662  DYNAMIC HT  -        1008.296 (meters)    3308.05  (feet)  COMP
 GK0662  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 GK0662
 GK0662  VERT ORDER  -  SECOND    CLASS 0
 GK0662
 GK0662.The horizontal coordinates were scaled from a topographic map and have
 GK0662.an estimated accuracy of +/- 6 seconds.
 GK0662
 GK0662.The orthometric height was determined by differential leveling
 GK0662.and adjusted by the National Geodetic Survey in June 1991..
 GK0662
 GK0662.The geoid height was determined by GEOID03.
 GK0662
 GK0662.The dynamic height is computed by dividing the NAVD 88
 GK0662.geopotential number by the normal gravity value computed on the
 GK0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0662.degrees latitude (g = 980.6199 gals.).
 GK0662
 GK0662.The modeled gravity was interpolated from observed gravity values.
 GK0662
 GK0662;                    North         East    Units  Estimated Accuracy
 GK0662;SPC TX N     - 1,226,070.      194,620.      MT  (+/- 180 meters Scaled)
 GK0662
 GK0662                          SUPERSEDED SURVEY CONTROL
 GK0662
 GK0662  NGVD 29 (??/??/92) 1008.943  (m)         3310.17   (f) ADJ UNCH    2 0
 GK0662
 GK0662.Superseded values are not recommended for survey control.
 GK0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0662.See file dsdata.txt to determine how the superseded data were derived.
 GK0662
 GK0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE693911(NAD 83)
 GK0662_MARKER: DB = BENCH MARK DISK
 GK0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0662_STAMPING: P 380 1943
 GK0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0662+STABILITY: SURFACE MOTION
 GK0662
 GK0662  HISTORY     - Date     Condition        Report By
 GK0662  HISTORY     - 1943     MONUMENTED       CGS
 GK0662
 GK0662                          STATION DESCRIPTION
 GK0662
 GK0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0662'5.0 MI W FROM MORSE.
 GK0662'THIS MARK IS ABOUT 5.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0662'GULF RAILWAY FROM THE RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY,
 GK0662'0.05 MILE EAST OF AN ABANDON ROAD CROSSING, 6.0 FEET WEST OF MILEPOST
 GK0662'5, 4.0 FEET NORTH OF A EAST-WEST FENCE, 45.0 FEET SOUTH OF THE SOUTH
 GK0662'RAIL OF TRACK, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND.  STAMPED
 GK0662'380 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0337 ***********************************************************************
 CA0337  DESIGNATION -  P 381
 CA0337  PID         -  CA0337
 CA0337  STATE/COUNTY-  TX/BROWN
 CA0337  USGS QUAD   -  OWENS (1978)
 CA0337
 CA0337                         *CURRENT SURVEY CONTROL
 CA0337  ___________________________________________________________________
 CA0337* NAD 83(1986)-  31 46 32.     (N)    098 59 40.     (W)     SCALED    
 CA0337* NAVD 88     -       412.947  (meters)    1354.81   (feet)  ADJUSTED  
 CA0337  ___________________________________________________________________
 CA0337  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CA0337  DYNAMIC HT  -         412.409 (meters)    1353.05  (feet)  COMP
 CA0337  MODELED GRAV-     979,324.0   (mgal)                       NAVD 88
 CA0337
 CA0337  VERT ORDER  -  SECOND    CLASS 0
 CA0337
 CA0337.The horizontal coordinates were scaled from a topographic map and have
 CA0337.an estimated accuracy of +/- 6 seconds.
 CA0337
 CA0337.The orthometric height was determined by differential leveling
 CA0337.and adjusted by the National Geodetic Survey in June 1991..
 CA0337
 CA0337.The geoid height was determined by GEOID03.
 CA0337
 CA0337.The dynamic height is computed by dividing the NAVD 88
 CA0337.geopotential number by the normal gravity value computed on the
 CA0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0337.degrees latitude (g = 980.6199 gals.).
 CA0337
 CA0337.The modeled gravity was interpolated from observed gravity values.
 CA0337
 CA0337;                    North         East    Units  Estimated Accuracy
 CA0337;SPC TX C     - 3,234,550.      826,820.      MT  (+/- 180 meters Scaled)
 CA0337
 CA0337                          SUPERSEDED SURVEY CONTROL
 CA0337
 CA0337  NGVD 29 (??/??/92)  412.862  (m)         1354.53   (f) ADJ UNCH    2 0
 CA0337
 CA0337.Superseded values are not recommended for survey control.
 CA0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0337.See file dsdata.txt to determine how the superseded data were derived.
 CA0337
 CA0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA005155(NAD 83)
 CA0337_MARKER: DB = BENCH MARK DISK
 CA0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0337_SP_SET: CONCRETE BASE
 CA0337_STAMPING: P 381 1943
 CA0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0337
 CA0337  HISTORY     - Date     Condition        Report By
 CA0337  HISTORY     - 1943     MONUMENTED       CGS
 CA0337  HISTORY     - 1954     GOOD             NGS
 CA0337
 CA0337                          STATION DESCRIPTION
 CA0337
 CA0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0337'3.6 MI N FROM BROWNWOOD.
 CA0337'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF 279
 CA0337'WITH U. S. HIGHWAYS 67 AND 84, THENCE 2.8 MILES NORTH ALONG A
 CA0337'BITUMINOUS SURFACED ROAD, AT A CONCRETE BRIDGE.  A DISK, SET IN THE
 CA0337'TOP OF THE CONCRETE BASE OF THE WEST GUARD WALL, 9 FEET WEST OF THE
 CA0337'CENTER LINE OF THE ROAD, AND 2.8 FEET NORTH OF THE SOUTH END OF THE
 CA0337'GUARD WALL.
 CA0337
 CA0337                          STATION RECOVERY (1954)
 CA0337
 CA0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CA0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0502 ***********************************************************************
 CA0502  DESIGNATION -  P 383
 CA0502  PID         -  CA0502
 CA0502  STATE/COUNTY-  TX/BROWN
 CA0502  USGS QUAD   -  BYRDS (1987)
 CA0502
 CA0502                         *CURRENT SURVEY CONTROL
 CA0502  ___________________________________________________________________
 CA0502* NAD 83(1986)-  31 55 26.     (N)    099 02 13.     (W)     SCALED    
 CA0502* NAVD 88     -       435.685  (meters)    1429.41   (feet)  ADJUSTED  
 CA0502  ___________________________________________________________________
 CA0502  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CA0502  DYNAMIC HT  -         435.118 (meters)    1427.55  (feet)  COMP
 CA0502  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 CA0502
 CA0502  VERT ORDER  -  SECOND    CLASS 0
 CA0502
 CA0502.The horizontal coordinates were scaled from a topographic map and have
 CA0502.an estimated accuracy of +/- 6 seconds.
 CA0502
 CA0502.The orthometric height was determined by differential leveling
 CA0502.and adjusted by the National Geodetic Survey in June 1991..
 CA0502
 CA0502.The geoid height was determined by GEOID03.
 CA0502
 CA0502.The dynamic height is computed by dividing the NAVD 88
 CA0502.geopotential number by the normal gravity value computed on the
 CA0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0502.degrees latitude (g = 980.6199 gals.).
 CA0502
 CA0502.The modeled gravity was interpolated from observed gravity values.
 CA0502
 CA0502;                    North         East    Units  Estimated Accuracy
 CA0502;SPC TX C     - 3,250,950.      822,600.      MT  (+/- 180 meters Scaled)
 CA0502
 CA0502                          SUPERSEDED SURVEY CONTROL
 CA0502
 CA0502  NGVD 29 (??/??/92)  435.579  (m)         1429.06   (f) ADJ UNCH    2 0
 CA0502
 CA0502.Superseded values are not recommended for survey control.
 CA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0502.See file dsdata.txt to determine how the superseded data were derived.
 CA0502
 CA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA965320(NAD 83)
 CA0502_MARKER: DB = BENCH MARK DISK
 CA0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0502_SP_SET: BRIDGE
 CA0502_STAMPING: P 383 1943
 CA0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0502
 CA0502  HISTORY     - Date     Condition        Report By
 CA0502  HISTORY     - 1943     MONUMENTED       CGS
 CA0502  HISTORY     - 1969     GOOD             USGS
 CA0502
 CA0502                          STATION DESCRIPTION
 CA0502
 CA0502'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CA0502'1.5 MI SE FROM BYRD.
 CA0502'BYRD STORE AND CEMETERY, 0.7 MI. NORTH TO A T-RD EAST, THEN 0.5 MI.
 CA0502'EAST ON STATE FARM ROAD 2273 TO THE BRIDGE OVER HOG CREEK.  IN THE TOP
 CA0502'OF THE NORTH END OF THE WEST ABUTMENT, 3 FT. LOWER THAN THE ROAD, 12
 CA0502'1/2 FT NORTH OF THE ROAD CENTERLINE.  STD. DISK STAMPED P 383 1943.
 CA0502'NOTE-- BYRD SCHOOL NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2234 ***********************************************************************
 CS2234  DESIGNATION -  P 384
 CS2234  PID         -  CS2234
 CS2234  STATE/COUNTY-  TX/SOMERVELL
 CS2234  USGS QUAD   -  NEMO (1979)
 CS2234
 CS2234                         *CURRENT SURVEY CONTROL
 CS2234  ___________________________________________________________________
 CS2234* NAD 83(1986)-  32 15 17.     (N)    097 39 54.     (W)     SCALED    
 CS2234* NAVD 88     -       213.545  (meters)     700.61   (feet)  ADJUSTED  
 CS2234  ___________________________________________________________________
 CS2234  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS2234  DYNAMIC HT  -         213.284 (meters)     699.75  (feet)  COMP
 CS2234  MODELED GRAV-     979,412.6   (mgal)                       NAVD 88
 CS2234
 CS2234  VERT ORDER  -  SECOND    CLASS 0
 CS2234
 CS2234.The horizontal coordinates were scaled from a topographic map and have
 CS2234.an estimated accuracy of +/- 6 seconds.
 CS2234
 CS2234.The orthometric height was determined by differential leveling
 CS2234.and adjusted by the National Geodetic Survey in June 1991..
 CS2234
 CS2234.The geoid height was determined by GEOID03.
 CS2234
 CS2234.The dynamic height is computed by dividing the NAVD 88
 CS2234.geopotential number by the normal gravity value computed on the
 CS2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2234.degrees latitude (g = 980.6199 gals.).
 CS2234
 CS2234.The modeled gravity was interpolated from observed gravity values.
 CS2234
 CS2234;                    North         East    Units  Estimated Accuracy
 CS2234;SPC TXNC     - 2,065,520.      678,680.      MT  (+/- 180 meters Scaled)
 CS2234
 CS2234                          SUPERSEDED SURVEY CONTROL
 CS2234
 CS2234  NGVD 29 (??/??/92)  213.513  (m)          700.50   (f) ADJ UNCH    2 0
 CS2234
 CS2234.Superseded values are not recommended for survey control.
 CS2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2234.See file dsdata.txt to determine how the superseded data were derived.
 CS2234
 CS2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA257694(NAD 83)
 CS2234_MARKER: DB = BENCH MARK DISK
 CS2234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2234_SP_SET: BRIDGE
 CS2234_STAMPING: P 384 1943 700.501
 CS2234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2234
 CS2234  HISTORY     - Date     Condition        Report By
 CS2234  HISTORY     - 1943     MONUMENTED       CGS
 CS2234  HISTORY     - 1952     GOOD             NGS
 CS2234  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2234  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2234
 CS2234                          STATION DESCRIPTION
 CS2234
 CS2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2234'6.5 MI NE FROM GLEN ROSE.
 CS2234'ABOUT 6.5 MILES FROM GLEN ROSE ALONG STATE ROAD NO. 200 TO NEMO, 1
 CS2234'MILE WEST OF NEMO, IN THE TOP OF THE NORTH WING WALL OF CONCRETE
 CS2234'BRIDGE NO. S15 T50.  12 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE
 CS2234'HIGHWAY AND IN THE EAST END OF THE WINGWALL.  NOTE-- TO REACH FROM
 CS2234'GLEN ROSE-- GO NORTHEAST ON HIGHWAY 67, 03.9 MILES.  THEN TURN RIGHT
 CS2234'AND FOLLOW HIGHWAY NO. 200 SOUTHEAST 02.8 MILES TO THE MARK IN THE
 CS2234'BRIDGE AS DESCRIBED, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 CS2234
 CS2234                          STATION RECOVERY (1999)
 CS2234
 CS2234'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2234'MARK NOT FOUND.
 CS2234
 CS2234                          STATION RECOVERY (2004)
 CS2234
 CS2234'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS2234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0315 ***********************************************************************
 AY0315  DESIGNATION -  P 385
 AY0315  PID         -  AY0315
 AY0315  STATE/COUNTY-  TX/BEXAR
 AY0315  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0315
 AY0315                         *CURRENT SURVEY CONTROL
 AY0315  ___________________________________________________________________
 AY0315* NAD 83(1986)-  29 25 10.     (N)    098 26 34.     (W)     SCALED    
 AY0315* NAVD 88     -       199.370  (meters)     654.10   (feet)  ADJUSTED  
 AY0315  ___________________________________________________________________
 AY0315  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AY0315  DYNAMIC HT  -         199.079 (meters)     653.14  (feet)  COMP
 AY0315  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 AY0315
 AY0315  VERT ORDER  -  FIRST     CLASS II
 AY0315
 AY0315.The horizontal coordinates were scaled from a topographic map and have
 AY0315.an estimated accuracy of +/- 6 seconds.
 AY0315
 AY0315.The orthometric height was determined by differential leveling
 AY0315.and adjusted by the National Geodetic Survey in June 1991..
 AY0315
 AY0315.The geoid height was determined by GEOID03.
 AY0315
 AY0315.The dynamic height is computed by dividing the NAVD 88
 AY0315.geopotential number by the normal gravity value computed on the
 AY0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0315.degrees latitude (g = 980.6199 gals.).
 AY0315
 AY0315.The modeled gravity was interpolated from observed gravity values.
 AY0315
 AY0315;                    North         East    Units  Estimated Accuracy
 AY0315;SPC TXSC     - 4,175,910.      654,070.      MT  (+/- 180 meters Scaled)
 AY0315
 AY0315                          SUPERSEDED SURVEY CONTROL
 AY0315
 AY0315  NGVD 29 (??/??/92)  199.253  (m)          653.72   (f) ADJ UNCH    1 2
 AY0315
 AY0315.Superseded values are not recommended for survey control.
 AY0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0315.See file dsdata.txt to determine how the superseded data were derived.
 AY0315
 AY0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT540545(NAD 83)
 AY0315_MARKER: DD = SURVEY DISK
 AY0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0315_SP_SET: ABUTMENT
 AY0315_STAMPING: P 385 1946
 AY0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0315
 AY0315  HISTORY     - Date     Condition        Report By
 AY0315  HISTORY     - 1946     MONUMENTED       MKTRR
 AY0315  HISTORY     - 1946     GOOD             NGS
 AY0315  HISTORY     - 19950411 MARK NOT FOUND   USPSQD
 AY0315
 AY0315                          STATION DESCRIPTION
 AY0315
 AY0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0315'IN SAN ANTONIO.
 AY0315'AT SAN ANTONIO, ALONG THE MISSOURI, KANSAS AND TEXAS RAILWAY, AT THE
 AY0315'COMMERCE STREET UNDERPASS, SET IN THE TOP OF THE WEST END OF THE SOUTH
 AY0315'ABUTMENT OF THE UNDERPASS (NORTH FACE OF THE ABUTMENT IS STENCILLED
 AY0315'M-1032.8), 1.3 FOOT EAST OF THE WEST END OF THE ABUTMENT, 7.4 FEET
 AY0315'WEST OF THE WEST RAIL OF THE MAIN TRACK, 1.0 FOOT BELOW THE RAILS.
 AY0315'NOTE-- ROD WAS HELD ON THE CAST END OF THE BAR ACROSS THE TOP OF THE
 AY0315'DISK.
 AY0315
 AY0315                          STATION RECOVERY (1995)
 AY0315
 AY0315'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0518 ***********************************************************************
 CS0518  DESIGNATION -  P 386
 CS0518  PID         -  CS0518
 CS0518  STATE/COUNTY-  TX/NAVARRO
 CS0518  USGS QUAD   -  CHATFIELD (1961)
 CS0518
 CS0518                         *CURRENT SURVEY CONTROL
 CS0518  ___________________________________________________________________
 CS0518* NAD 83(1986)-  32 14 16.     (N)    096 23 35.     (W)     SCALED    
 CS0518* NAVD 88     -       120.447  (meters)     395.17   (feet)  ADJUSTED  
 CS0518  ___________________________________________________________________
 CS0518  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0518  DYNAMIC HT  -         120.309 (meters)     394.71  (feet)  COMP
 CS0518  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CS0518
 CS0518  VERT ORDER  -  SECOND    CLASS 0
 CS0518
 CS0518.The horizontal coordinates were scaled from a topographic map and have
 CS0518.an estimated accuracy of +/- 6 seconds.
 CS0518
 CS0518.The orthometric height was determined by differential leveling
 CS0518.and adjusted by the National Geodetic Survey in June 1991..
 CS0518
 CS0518.The geoid height was determined by GEOID03.
 CS0518
 CS0518.The dynamic height is computed by dividing the NAVD 88
 CS0518.geopotential number by the normal gravity value computed on the
 CS0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0518.degrees latitude (g = 980.6199 gals.).
 CS0518
 CS0518.The modeled gravity was interpolated from observed gravity values.
 CS0518
 CS0518;                    North         East    Units  Estimated Accuracy
 CS0518;SPC TXNC     - 2,065,320.      798,560.      MT  (+/- 180 meters Scaled)
 CS0518
 CS0518                          SUPERSEDED SURVEY CONTROL
 CS0518
 CS0518  NGVD 29 (??/??/92)  120.449  (m)          395.17   (f) ADJ UNCH    2 0
 CS0518
 CS0518.Superseded values are not recommended for survey control.
 CS0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0518.See file dsdata.txt to determine how the superseded data were derived.
 CS0518
 CS0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA456697(NAD 83)
 CS0518_MARKER: DB = BENCH MARK DISK
 CS0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0518_STAMPING: P 386 1946
 CS0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0518+STABILITY: SURFACE MOTION
 CS0518
 CS0518  HISTORY     - Date     Condition        Report By
 CS0518  HISTORY     - 1946     MONUMENTED       CGS
 CS0518  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS0518
 CS0518                          STATION DESCRIPTION
 CS0518
 CS0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0518'1.0 MI E FROM CHATFIELD.
 CS0518'1.0 MILE EAST ALONG A COUNTY DIRT ROAD FROM THE CHATFIELD METHODIST
 CS0518'CHURCH AT CHATFIELD, 0.1 MILE EAST OF AND ACROSS THE ROAD FROM THE
 CS0518'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, AT THE TOP OF A SMALL
 CS0518'KNOLL, 180.0 FEET SOUTHWEST OF A DOUBLE GUY WIRE BRACED POWER LINE
 CS0518'POLE WHICH IS AT THE JUNCTION OF TWO POWER LINES, 22.0 FEET NORTH OF
 CS0518'THE CENTER OF THE ROAD, 1.8 FOOT EAST OF A REFERENCE POST, SET IN A
 CS0518'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1
 CS0518'FOOT.  NOTE-- LOCAL REFERENCES DO NOT CHECK.  IT IS BELIEVED THE MARK
 CS0518'IS IN PLACE.
 CS0518
 CS0518                          STATION RECOVERY (1958)
 CS0518
 CS0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0422 ***********************************************************************
 CS0422  DESIGNATION -  P 387 RESET 1953
 CS0422  PID         -  CS0422
 CS0422  STATE/COUNTY-  TX/HENDERSON
 CS0422  USGS QUAD   -  STYX (1962)
 CS0422
 CS0422                         *CURRENT SURVEY CONTROL
 CS0422  ___________________________________________________________________
 CS0422* NAD 83(1986)-  32 19 56.     (N)    096 19 31.     (W)     SCALED    
 CS0422* NAVD 88     -       112.27   (meters)     368.3    (feet)  RESET     
 CS0422  ___________________________________________________________________
 CS0422  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0422
 CS0422  VERT ORDER  -  THIRD
 CS0422
 CS0422.The horizontal coordinates were scaled from a topographic map and have
 CS0422.an estimated accuracy of +/- 6 seconds.
 CS0422
 CS0422.The orthometric height was computed from unverified reset data.
 CS0422
 CS0422.The geoid height was determined by GEOID03.
 CS0422
 CS0422;                    North         East    Units  Estimated Accuracy
 CS0422;SPC TXNC     - 2,075,920.      804,730.      MT  (+/- 180 meters Scaled)
 CS0422
 CS0422                          SUPERSEDED SURVEY CONTROL
 CS0422
 CS0422.No superseded survey control is available for this station.
 CS0422
 CS0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA517804(NAD 83)
 CS0422_MARKER: DB = BENCH MARK DISK
 CS0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0422_STAMPING: P 387 RESET 1953
 CS0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0422+STABILITY: SURFACE MOTION
 CS0422
 CS0422  HISTORY     - Date     Condition        Report By
 CS0422  HISTORY     - 1953     MONUMENTED       CGS
 CS0422
 CS0422                          STATION DESCRIPTION
 CS0422
 CS0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CS0422'2.5 MI SE FROM STYX.
 CS0422'BENCH MARK IS LOCATED ABOUT 02.5 MILES SOUTH AND EAST ALONG THE
 CS0422'BLACK-TOP FARM - MARKET ROAD, AT THE TOP OF A DIVIDE, 10 FEET NORTH OF
 CS0422'THE NORTH RIGHT-OF-WAY FENCE LINE, IN AN OLD FARMYARD SITE.  IT IS 3
 CS0422'FEET WEST OF A WHITE 4 X 4 POST AND PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0489 ***********************************************************************
 BZ0489  DESIGNATION -  P 388
 BZ0489  PID         -  BZ0489
 BZ0489  STATE/COUNTY-  TX/LEON
 BZ0489  USGS QUAD   -  NORMANGEE (1982)
 BZ0489
 BZ0489                         *CURRENT SURVEY CONTROL
 BZ0489  ___________________________________________________________________
 BZ0489* NAD 83(1986)-  31 03 00.     (N)    096 04 28.     (W)     SCALED    
 BZ0489* NAVD 88     -       109.16   (+/-2cm)     358.1    (feet)  VERTCON   
 BZ0489  ___________________________________________________________________
 BZ0489  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BZ0489
 BZ0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0489
 BZ0489.The horizontal coordinates were scaled from a topographic map and have
 BZ0489.an estimated accuracy of +/- 6 seconds.
 BZ0489
 BZ0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0489.The vertical order pertains to the NGVD 29 superseded value.
 BZ0489
 BZ0489.The geoid height was determined by GEOID03.
 BZ0489
 BZ0489;                    North         East    Units  Estimated Accuracy
 BZ0489;SPC TX C     - 3,161,130.    1,106,380.      MT  (+/- 180 meters Scaled)
 BZ0489
 BZ0489                          SUPERSEDED SURVEY CONTROL
 BZ0489
 BZ0489  NGVD 29 (??/??/92)  109.136  (m)          358.06   (f) ADJ UNCH    2 0
 BZ0489
 BZ0489.Superseded values are not recommended for survey control.
 BZ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0489.See file dsdata.txt to determine how the superseded data were derived.
 BZ0489
 BZ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV792388(NAD 83)
 BZ0489_MARKER: DB = BENCH MARK DISK
 BZ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0489_STAMPING: P 388 1947
 BZ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0489+STABILITY: SURFACE MOTION
 BZ0489
 BZ0489  HISTORY     - Date     Condition        Report By
 BZ0489  HISTORY     - 1947     MONUMENTED       CGS
 BZ0489
 BZ0489                          STATION DESCRIPTION
 BZ0489
 BZ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0489'2.9 MI NE FROM NORMANGEE.
 BZ0489'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BZ0489'GO EAST 0.3 MILE ALONG A GRAVELED ROAD, THENCE NORTHEAST 2.6 MILES
 BZ0489'ALONG STATE OSR HIGHWAY TO SITE OF MARK, BENCH MARK IS 61.7 FEET NORTH
 BZ0489'OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST, 54.8 FEET
 BZ0489'NORTHWEST OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF THE
 BZ0489'HIGHWAY, 49.8 FEET NORTHEAST OF A POWER POLE, 2.5 FEET SOUTHEAST OF A
 BZ0489'FENCE AND 1.5 FEET SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 BZ0489'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BZ0489'1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1904 ***********************************************************************
 BY1904  DESIGNATION -  P 389
 BY1904  PID         -  BY1904
 BY1904  STATE/COUNTY-  TX/LEON
 BY1904  USGS QUAD   -  ELWOOD (1972)
 BY1904
 BY1904                         *CURRENT SURVEY CONTROL
 BY1904  ___________________________________________________________________
 BY1904* NAD 83(1986)-  31 06 34.     (N)    095 49 21.     (W)     SCALED    
 BY1904* NAVD 88     -        83.32   (+/-2cm)     273.4    (feet)  VERTCON   
 BY1904  ___________________________________________________________________
 BY1904  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY1904
 BY1904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1904
 BY1904.The horizontal coordinates were scaled from a topographic map and have
 BY1904.an estimated accuracy of +/- 6 seconds.
 BY1904
 BY1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1904.The vertical order pertains to the NGVD 29 superseded value.
 BY1904
 BY1904.The geoid height was determined by GEOID03.
 BY1904
 BY1904;                    North         East    Units  Estimated Accuracy
 BY1904;SPC TX C     - 3,168,660.    1,130,140.      MT  (+/- 180 meters Scaled)
 BY1904
 BY1904                          SUPERSEDED SURVEY CONTROL
 BY1904
 BY1904  NGVD 29 (??/??/92)   83.316  (m)          273.35   (f) ADJ UNCH    2 0
 BY1904
 BY1904.Superseded values are not recommended for survey control.
 BY1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1904.See file dsdata.txt to determine how the superseded data were derived.
 BY1904
 BY1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ308451(NAD 83)
 BY1904_MARKER: DB = BENCH MARK DISK
 BY1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1904_STAMPING: P 389 1947
 BY1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1904+STABILITY: SURFACE MOTION
 BY1904
 BY1904  HISTORY     - Date     Condition        Report By
 BY1904  HISTORY     - 1947     MONUMENTED       CGS
 BY1904
 BY1904                          STATION DESCRIPTION
 BY1904
 BY1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1904'5.4 MI N FROM ELWOOD.
 BY1904'TO REACH FROM THE ELWOOD SCHOOL AT ELWOOD GO EAST 0.6 MILE ALONG STATE
 BY1904'OSR HIGHWAY, THENCE NORTH 2.3 MILES ALONG A GRADED DIRT ROAD, THENCE
 BY1904'NORTHWEST 2.5 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 BY1904'MARK IS AT A ROAD INTERSECTION, 50.1 FEET WEST OF A TWELVE INCH OAK
 BY1904'TREE, 47.0 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BY1904'THE SOUTHEAST-NORTHWEST ROAD, 23.5 FEET SOUTHWEST OF A FENCE CORNER,
 BY1904'20.0 FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST,
 BY1904'1.5 FEET SOUTHEAST OF A FENCE AND 1.5 FEET NORTHEAST OF A 4 X 4 IN.
 BY1904'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1904'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0238 ***********************************************************************
 AB0238  DESIGNATION -  P 39
 AB0238  PID         -  AB0238
 AB0238  STATE/COUNTY-  TX/CAMERON
 AB0238  USGS QUAD   -  PORT ISABEL (1983)
 AB0238
 AB0238                         *CURRENT SURVEY CONTROL
 AB0238  ___________________________________________________________________
 AB0238* NAD 83(1986)-  26 04 45.     (N)    097 14 53.     (W)     SCALED    
 AB0238* NAVD 88     -         2.601  (meters)       8.53   (feet)  ADJUSTED  
 AB0238  ___________________________________________________________________
 AB0238  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB0238  DYNAMIC HT  -           2.597 (meters)       8.52  (feet)  COMP
 AB0238  MODELED GRAV-     979,064.3   (mgal)                       NAVD 88
 AB0238
 AB0238  VERT ORDER  -  FIRST     CLASS II
 AB0238
 AB0238.The horizontal coordinates were scaled from a topographic map and have
 AB0238.an estimated accuracy of +/- 6 seconds.
 AB0238
 AB0238.The orthometric height was determined by differential leveling
 AB0238.and adjusted by the National Geodetic Survey in June 1991..
 AB0238
 AB0238.The geoid height was determined by GEOID03.
 AB0238
 AB0238.The dynamic height is computed by dividing the NAVD 88
 AB0238.geopotential number by the normal gravity value computed on the
 AB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0238.degrees latitude (g = 980.6199 gals.).
 AB0238
 AB0238.The modeled gravity was interpolated from observed gravity values.
 AB0238
 AB0238;                    North         East    Units  Estimated Accuracy
 AB0238;SPC TX S     - 5,046,330.      425,260.      MT  (+/- 180 meters Scaled)
 AB0238
 AB0238                          SUPERSEDED SURVEY CONTROL
 AB0238
 AB0238  NGVD 29 (??/??/92)    2.703  (m)            8.87   (f) ADJ UNCH    1 2
 AB0238
 AB0238.Superseded values are not recommended for survey control.
 AB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0238.See file dsdata.txt to determine how the superseded data were derived.
 AB0238
 AB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP752856(NAD 83)
 AB0238_MARKER: DD = SURVEY DISK
 AB0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0238_SP_SET: CULVERT
 AB0238_STAMPING: 8.59 P 39
 AB0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0238
 AB0238  HISTORY     - Date     Condition        Report By
 AB0238  HISTORY     - UNK      MONUMENTED
 AB0238  HISTORY     - 1951     GOOD             NGS
 AB0238  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0238  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0238  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0238
 AB0238                          STATION DESCRIPTION
 AB0238
 AB0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0238'2.8 MI W FROM PORT ISABEL.
 AB0238'2.8 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0238'ISABEL, CAMERON COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 AB0238'TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF THE
 AB0238'HIGHWAY, AND 1.5 FEET HIGHER THAN THE HIGHWAY.
 AB0238
 AB0238                          STATION RECOVERY (1963)
 AB0238
 AB0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0238'MARK NOT FOUND.
 AB0238
 AB0238                          STATION RECOVERY (1982)
 AB0238
 AB0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0238'MARK NOT FOUND.
 AB0238
 AB0238                          STATION RECOVERY (1987)
 AB0238
 AB0238'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0721 ***********************************************************************
 AJ0721  DESIGNATION -  P 39
 AJ0721  PID         -  AJ0721
 AJ0721  STATE/COUNTY-  TX/WEBB
 AJ0721  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0721
 AJ0721                         *CURRENT SURVEY CONTROL
 AJ0721  ___________________________________________________________________
 AJ0721* NAD 83(1986)-  27 47 21.     (N)    099 25 26.     (W)     SCALED    
 AJ0721* NAVD 88     -       192.800  (meters)     632.54   (feet)  POSTED    
 AJ0721  ___________________________________________________________________
 AJ0721  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AJ0721  DYNAMIC HT  -         192.500 (meters)     631.56  (feet)  COMP
 AJ0721  MODELED GRAV-     979,075.5   (mgal)                       NAVD 88
 AJ0721
 AJ0721  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0721
 AJ0721.The horizontal coordinates were scaled from a topographic map and have
 AJ0721.an estimated accuracy of +/- 6 seconds.
 AJ0721
 AJ0721.The orthometric height was determined by differential leveling
 AJ0721.and adjusted by the National Geodetic Survey in 1992..
 AJ0721.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0721.rate of 0.0 thru 1.0 mm/km.
 AJ0721
 AJ0721.The geoid height was determined by GEOID03.
 AJ0721
 AJ0721.The dynamic height is computed by dividing the NAVD 88
 AJ0721.geopotential number by the normal gravity value computed on the
 AJ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0721.degrees latitude (g = 980.6199 gals.).
 AJ0721
 AJ0721.The modeled gravity was interpolated from observed gravity values.
 AJ0721
 AJ0721;                    North         East    Units  Estimated Accuracy
 AJ0721;SPC TX S     - 5,235,500.      208,950.      MT  (+/- 180 meters Scaled)
 AJ0721
 AJ0721                          SUPERSEDED SURVEY CONTROL
 AJ0721
 AJ0721.No superseded survey control is available for this station.
 AJ0721
 AJ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR582739(NAD 83)
 AJ0721_MARKER: DB = BENCH MARK DISK
 AJ0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0721_SP_SET: FOUNDATION
 AJ0721_STAMPING: ELEV 632.427 FT P 39 1917
 AJ0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0721
 AJ0721  HISTORY     - Date     Condition        Report By
 AJ0721  HISTORY     - 1917     MONUMENTED       CGS
 AJ0721  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0721
 AJ0721                          STATION DESCRIPTION
 AJ0721
 AJ0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0721'IN WEBB.
 AJ0721'AT WEBB, WEBB COUNTY, ON THE INTERNATIONAL-GREAT NORTHERN RAILROAD, AT
 AJ0721'THE WATER TANK, IN THE SOUTHWEST FACE OF THE STONE FOUNDATION, 10 FEET
 AJ0721'EAST OF THE TRACK, AND 5 FEET ABOVE THE GROUND.  A STANDARD DISK,
 AJ0721'STAMPED ELEV 632.427 FT P 39 1917 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0444 ***********************************************************************
 CS0444  DESIGNATION -  P 390
 CS0444  PID         -  CS0444
 CS0444  STATE/COUNTY-  TX/HENDERSON
 CS0444  USGS QUAD   -  KERENS (1981)
 CS0444
 CS0444                         *CURRENT SURVEY CONTROL
 CS0444  ___________________________________________________________________
 CS0444* NAD 83(1986)-  32 12 59.     (N)    096 08 01.     (W)     SCALED    
 CS0444* NAVD 88     -       102.273  (meters)     335.54   (feet)  ADJUSTED  
 CS0444  ___________________________________________________________________
 CS0444  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0444  DYNAMIC HT  -         102.155 (meters)     335.15  (feet)  COMP
 CS0444  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 CS0444
 CS0444  VERT ORDER  -  SECOND    CLASS 0
 CS0444
 CS0444.The horizontal coordinates were scaled from a topographic map and have
 CS0444.an estimated accuracy of +/- 6 seconds.
 CS0444
 CS0444.The orthometric height was determined by differential leveling
 CS0444.and adjusted by the National Geodetic Survey in June 1991..
 CS0444
 CS0444.The geoid height was determined by GEOID03.
 CS0444
 CS0444.The dynamic height is computed by dividing the NAVD 88
 CS0444.geopotential number by the normal gravity value computed on the
 CS0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0444.degrees latitude (g = 980.6199 gals.).
 CS0444
 CS0444.The modeled gravity was interpolated from observed gravity values.
 CS0444
 CS0444;                    North         East    Units  Estimated Accuracy
 CS0444;SPC TXNC     - 2,063,470.      823,060.      MT  (+/- 180 meters Scaled)
 CS0444
 CS0444                          SUPERSEDED SURVEY CONTROL
 CS0444
 CS0444  NGVD 29 (??/??/92)  102.279  (m)          335.56   (f) ADJ UNCH    2 0
 CS0444
 CS0444.Superseded values are not recommended for survey control.
 CS0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0444.See file dsdata.txt to determine how the superseded data were derived.
 CS0444
 CS0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA701680(NAD 83)
 CS0444_MARKER: DB = BENCH MARK DISK
 CS0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0444_STAMPING: P 390 1947
 CS0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0444+STABILITY: SURFACE MOTION
 CS0444
 CS0444  HISTORY     - Date     Condition        Report By
 CS0444  HISTORY     - 1947     MONUMENTED       CGS
 CS0444
 CS0444                          STATION DESCRIPTION
 CS0444
 CS0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0444'5.7 MI NW FROM TRINIDAD.
 CS0444'5.7 MILES NORTHWEST ALONG STATE HIGHWAY NO.274 FROM THE ST. LOUIS
 CS0444'SOUTHWESTERN RAILWAY STATION AT TRINIDAD, 141.5 FEET NORTHWEST OF THE
 CS0444'CENTER OF A DIRT CROSS ROAD, 62.5 FEET NORTHEAST OF THE CENTER OF THE
 CS0444'HIGHWAY, 2.4 FEET NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE
 CS0444'POST ABOUT 3 FEET ABOVE THE HIGHWAY AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1550 ***********************************************************************
 CS1550  DESIGNATION -  P 391
 CS1550  PID         -  CS1550
 CS1550  STATE/COUNTY-  TX/TARRANT
 CS1550  USGS QUAD   -  AVONDALE (1982)
 CS1550
 CS1550                         *CURRENT SURVEY CONTROL
 CS1550  ___________________________________________________________________
 CS1550* NAD 83(1986)-  32 56 26.     (N)    097 25 06.     (W)     SCALED    
 CS1550* NAVD 88     -       261.655  (meters)     858.45   (feet)  POSTED    
 CS1550  ___________________________________________________________________
 CS1550  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CS1550  DYNAMIC HT  -         261.350 (meters)     857.45  (feet)  COMP
 CS1550  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 CS1550
 CS1550  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CS1550
 CS1550.The horizontal coordinates were scaled from a topographic map and have
 CS1550.an estimated accuracy of +/- 6 seconds.
 CS1550
 CS1550.The orthometric height was determined by differential leveling
 CS1550.and adjusted by the National Geodetic Survey in 1992..
 CS1550.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CS1550.rate of 0.0 thru 1.0 mm/km.
 CS1550
 CS1550.The geoid height was determined by GEOID03.
 CS1550
 CS1550.The dynamic height is computed by dividing the NAVD 88
 CS1550.geopotential number by the normal gravity value computed on the
 CS1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1550.degrees latitude (g = 980.6199 gals.).
 CS1550
 CS1550.The modeled gravity was interpolated from observed gravity values.
 CS1550
 CS1550;                    North         East    Units  Estimated Accuracy
 CS1550;SPC TXNC     - 2,141,780.      701,140.      MT  (+/- 180 meters Scaled)
 CS1550
 CS1550                          SUPERSEDED SURVEY CONTROL
 CS1550
 CS1550  NGVD 29 (??/??/92)  261.616  (m)          858.32   (f) ADJ UNCH    1 2
 CS1550
 CS1550.Superseded values are not recommended for survey control.
 CS1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1550.See file dsdata.txt to determine how the superseded data were derived.
 CS1550
 CS1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB478458(NAD 83)
 CS1550_MARKER: DB = BENCH MARK DISK
 CS1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1550_STAMPING: P 391 1947
 CS1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1550+STABILITY: SURFACE MOTION
 CS1550
 CS1550  HISTORY     - Date     Condition        Report By
 CS1550  HISTORY     - 1947     MONUMENTED       CGS
 CS1550  HISTORY     - 1957     GOOD             NGS
 CS1550  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1550  HISTORY     - 19960427 GOOD             USPSQD
 CS1550
 CS1550                          STATION DESCRIPTION
 CS1550
 CS1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1550'6.8 MI NW FROM SAGINAW.
 CS1550'ABOUT 6.8 MILES NORTHWEST ALONG THE F.W. AND D.C.R.R. AND THE ROCK
 CS1550'ISLAND R.R. FROM SAGINAW, ABOUT MIDWAY BETWEEN THE TWO LINES, ABOUT
 CS1550'1/4 MILE SOUTH EAST OF THE HIGHWAY 81 AND 287 OVERPASS, 1/2 MILE
 CS1550'NORTHEAST OF BROWDERS STORE WHICH IS ON THE HIGHWAY AND ABOUT 152
 CS1550'YARDS NORTH OF A PRIVATE ROAD CROSSING THE TRACKS, FROM A FARM HOUSE
 CS1550'FRONTING ON THE HIGHWAY.  IT IS ACROSS THE TRACKS WEST FROM MILE POST
 CS1550'16, ON THE FW AND DCRR AND 2 1/2 POLES NORTH EAST FROM MILE POST 598
 CS1550'WHICH IS ON THE RIRR., THE MARK IS A STANDARD DISK STAMPED P 391 1947
 CS1550'IN A CONCRETE POST PROJECTING ABOUT 1 INCH AND IS ABOUT 25 FEET
 CS1550'NORTHEAST OF THE 4TH POLE FROM THE CROSSING, IN THE LINE OF BIG POLES
 CS1550'BETWEEN THE TWO LINE OF TRACKS.
 CS1550
 CS1550                          STATION RECOVERY (1984)
 CS1550
 CS1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1550'MARK NOT FOUND.
 CS1550
 CS1550                          STATION RECOVERY (1996)
 CS1550
 CS1550'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0679 ***********************************************************************
 CS0679  DESIGNATION -  P 393
 CS0679  PID         -  CS0679
 CS0679  STATE/COUNTY-  TX/NAVARRO
 CS0679  USGS QUAD   -  GOODLOW PARK (1978)
 CS0679
 CS0679                         *CURRENT SURVEY CONTROL
 CS0679  ___________________________________________________________________
 CS0679* NAD 83(1986)-  32 04 38.     (N)    096 14 11.     (W)     SCALED    
 CS0679* NAVD 88     -       106.774  (meters)     350.31   (feet)  ADJUSTED  
 CS0679  ___________________________________________________________________
 CS0679  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0679  DYNAMIC HT  -         106.649 (meters)     349.90  (feet)  COMP
 CS0679  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 CS0679
 CS0679  VERT ORDER  -  SECOND    CLASS 0
 CS0679
 CS0679.The horizontal coordinates were scaled from a topographic map and have
 CS0679.an estimated accuracy of +/- 6 seconds.
 CS0679
 CS0679.The orthometric height was determined by differential leveling
 CS0679.and adjusted by the National Geodetic Survey in June 1991..
 CS0679
 CS0679.The geoid height was determined by GEOID03.
 CS0679
 CS0679.The dynamic height is computed by dividing the NAVD 88
 CS0679.geopotential number by the normal gravity value computed on the
 CS0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0679.degrees latitude (g = 980.6199 gals.).
 CS0679
 CS0679.The modeled gravity was interpolated from observed gravity values.
 CS0679
 CS0679;                    North         East    Units  Estimated Accuracy
 CS0679;SPC TXNC     - 2,047,830.      813,700.      MT  (+/- 180 meters Scaled)
 CS0679
 CS0679                          SUPERSEDED SURVEY CONTROL
 CS0679
 CS0679  NGVD 29 (??/??/92)  106.771  (m)          350.30   (f) ADJ UNCH    2 0
 CS0679
 CS0679.Superseded values are not recommended for survey control.
 CS0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0679.See file dsdata.txt to determine how the superseded data were derived.
 CS0679
 CS0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA608523(NAD 83)
 CS0679_MARKER: DB = BENCH MARK DISK
 CS0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0679_STAMPING: P 393 1947
 CS0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0679+STABILITY: SURFACE MOTION
 CS0679
 CS0679  HISTORY     - Date     Condition        Report By
 CS0679  HISTORY     - 1947     MONUMENTED       CGS
 CS0679
 CS0679                          STATION DESCRIPTION
 CS0679
 CS0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0679'5.3 MI SE FROM ELM FLAT.
 CS0679'0.3 MILE SOUTH ALONG A DIRT TRACK ROAD FROM THE WOODS CHAPEL A.M.E.
 CS0679'CHURCH AT ELM FLAT, THENCE 1.5 MILES EAST ALONG A GRADED DIRT ROAD TO
 CS0679'A CROSS ROAD, THENCE 1.4 MILES SOUTH ALONG A GRADED DIRT ROAD TO A
 CS0679'ROAD INTERSECTION, THENCE 1.5 MILES EAST ALONG A GRADED DIRT ROAD,
 CS0679'THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD TO THE SITE OF THE
 CS0679'MARK, 75 FEET SOUTHEAST OF A LARGE BARN, 25 FEET WEST OF THE CENTER
 CS0679'LINE OF THE ROAD, 4 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A
 CS0679'WIRE FENCE, 2 FEET NORTH OF A 4X4 MARKER POST.  A BRONZE DISK SET IN
 CS0679'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1021 ***********************************************************************
 CS1021  DESIGNATION -  P 394
 CS1021  PID         -  CS1021
 CS1021  STATE/COUNTY-  TX/DALLAS
 CS1021  USGS QUAD   -  DALLAS (1981)
 CS1021
 CS1021                         *CURRENT SURVEY CONTROL
 CS1021  ___________________________________________________________________
 CS1021* NAD 83(1986)-  32 51 50.     (N)    096 50 09.     (W)     SCALED    
 CS1021* NAVD 88     -       149.854  (meters)     491.65   (feet)  ADJUSTED  
 CS1021  ___________________________________________________________________
 CS1021  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CS1021  DYNAMIC HT  -         149.684 (meters)     491.09  (feet)  COMP
 CS1021  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 CS1021
 CS1021  VERT ORDER  -  FIRST     CLASS II
 CS1021
 CS1021.The horizontal coordinates were scaled from a topographic map and have
 CS1021.an estimated accuracy of +/- 6 seconds.
 CS1021
 CS1021.The orthometric height was determined by differential leveling
 CS1021.and adjusted by the National Geodetic Survey in June 1991..
 CS1021
 CS1021.The geoid height was determined by GEOID03.
 CS1021
 CS1021.The dynamic height is computed by dividing the NAVD 88
 CS1021.geopotential number by the normal gravity value computed on the
 CS1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1021.degrees latitude (g = 980.6199 gals.).
 CS1021
 CS1021.The modeled gravity was interpolated from observed gravity values.
 CS1021
 CS1021;                    North         East    Units  Estimated Accuracy
 CS1021;SPC TXNC     - 2,133,990.      755,740.      MT  (+/- 180 meters Scaled)
 CS1021
 CS1021                          SUPERSEDED SURVEY CONTROL
 CS1021
 CS1021  NGVD 29 (??/??/92)  149.865  (m)          491.68   (f) ADJ UNCH    1 2
 CS1021
 CS1021.Superseded values are not recommended for survey control.
 CS1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1021.See file dsdata.txt to determine how the superseded data were derived.
 CS1021
 CS1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB024382(NAD 83)
 CS1021_MARKER: DD = SURVEY DISK
 CS1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1021_STAMPING: P 394 3 B 1947
 CS1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1021+STABILITY: SURFACE MOTION
 CS1021
 CS1021  HISTORY     - Date     Condition        Report By
 CS1021  HISTORY     - 1947     MONUMENTED       TX1730
 CS1021  HISTORY     - 1958     GOOD             NGS
 CS1021  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1021
 CS1021                          STATION DESCRIPTION
 CS1021
 CS1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1021'6.4 MI N FROM DALLAS.
 CS1021'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE NORTHEAST
 CS1021'CORNER OF THE INTERSECTION OF NORTHWEST HIGHWAY, (LOOP 12) AND MIDWAY
 CS1021'ROAD, 2 FEET NORTH OF THE NORTH EDGE OF THE DITCH ALONG LOOP 12 AND IN
 CS1021'THE POLE LINE ALONG THE NORTH SIDE OF THE HIGHWAY.  IT IS 24.1 FEET
 CS1021'EAST OF THE NORTH HEADWALL OF A CONCRETE CULVERT.  A CITY OF DALLAS
 CS1021'DISK IN A CONCRETE POST ABOUT 8 INCHES BELOW THE SURFACE OF THE
 CS1021'GROUND.
 CS1021
 CS1021                          STATION RECOVERY (2000)
 CS1021
 CS1021'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1064 ***********************************************************************
 CS1064  DESIGNATION -  P 395
 CS1064  PID         -  CS1064
 CS1064  STATE/COUNTY-  TX/DALLAS
 CS1064  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1064
 CS1064                         *CURRENT SURVEY CONTROL
 CS1064  ___________________________________________________________________
 CS1064* NAD 83(1986)-  32 45 04.     (N)    096 44 51.     (W)     SCALED    
 CS1064* NAVD 88     -       124.576  (meters)     408.71   (feet)  ADJUSTED  
 CS1064  ___________________________________________________________________
 CS1064  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CS1064  DYNAMIC HT  -         124.435 (meters)     408.25  (feet)  COMP
 CS1064  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CS1064
 CS1064  VERT ORDER  -  FIRST     CLASS II
 CS1064
 CS1064.The horizontal coordinates were scaled from a topographic map and have
 CS1064.an estimated accuracy of +/- 6 seconds.
 CS1064
 CS1064.The orthometric height was determined by differential leveling
 CS1064.and adjusted by the National Geodetic Survey in June 1991..
 CS1064
 CS1064.The geoid height was determined by GEOID03.
 CS1064
 CS1064.The dynamic height is computed by dividing the NAVD 88
 CS1064.geopotential number by the normal gravity value computed on the
 CS1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1064.degrees latitude (g = 980.6199 gals.).
 CS1064
 CS1064.The modeled gravity was interpolated from observed gravity values.
 CS1064
 CS1064;                    North         East    Units  Estimated Accuracy
 CS1064;SPC TXNC     - 2,121,620.      764,210.      MT  (+/- 180 meters Scaled)
 CS1064
 CS1064                          SUPERSEDED SURVEY CONTROL
 CS1064
 CS1064  NGVD 29 (??/??/92)  124.587  (m)          408.75   (f) ADJ UNCH    1 2
 CS1064
 CS1064.Superseded values are not recommended for survey control.
 CS1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1064.See file dsdata.txt to determine how the superseded data were derived.
 CS1064
 CS1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB110259(NAD 83)
 CS1064_MARKER: DD = SURVEY DISK
 CS1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1064_STAMPING: P 395 1947 1 U
 CS1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1064+STABILITY: SURFACE MOTION
 CS1064
 CS1064  HISTORY     - Date     Condition        Report By
 CS1064  HISTORY     - 1947     MONUMENTED       TX1730
 CS1064  HISTORY     - 1947     GOOD             NGS
 CS1064  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1064  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 CS1064
 CS1064                          STATION DESCRIPTION
 CS1064
 CS1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1064'IN DALLAS.
 CS1064'AT DALLAS, AT THE INTERSECTION OF OAKLAND AVENUE AND BRIGHAM LANE,
 CS1064'192.0 FEET NORTHWEST OF THE CENTER LINE OF THE BELT LINE RAILROAD,
 CS1064'59.8 FEET SOUTHWEST OF THE NORTHEAST FENCE LINE OF OAKLAND AVENUE,
 CS1064'21.0 FEET SOUTH OF THE CENTER LINE OF BRIGHAM LANE AND 57.2 FEET SOUTH
 CS1064'OF FOURTEEN INCH HACKBERRY TREE.  A BRONZE DISK SET IN THE TOP OF A
 CS1064'CONCRETE POST FLUSH WITH THE GROUND.
 CS1064
 CS1064                          STATION RECOVERY (1958)
 CS1064
 CS1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1064'MARK NOT FOUND.
 CS1064
 CS1064                          STATION RECOVERY (1991)
 CS1064
 CS1064'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0567 ***********************************************************************
 CR0567  DESIGNATION -  P 396
 CR0567  PID         -  CR0567
 CR0567  STATE/COUNTY-  TX/HENDERSON
 CR0567  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0567
 CR0567                         *CURRENT SURVEY CONTROL
 CR0567  ___________________________________________________________________
 CR0567* NAD 83(1986)-  32 05 03.     (N)    095 52 22.     (W)     SCALED    
 CR0567* NAVD 88     -       146.315  (meters)     480.04   (feet)  ADJUSTED  
 CR0567  ___________________________________________________________________
 CR0567  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CR0567  DYNAMIC HT  -         146.144 (meters)     479.47  (feet)  COMP
 CR0567  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 CR0567
 CR0567  VERT ORDER  -  SECOND    CLASS 0
 CR0567
 CR0567.The horizontal coordinates were scaled from a topographic map and have
 CR0567.an estimated accuracy of +/- 6 seconds.
 CR0567
 CR0567.The orthometric height was determined by differential leveling
 CR0567.and adjusted by the National Geodetic Survey in June 1991..
 CR0567
 CR0567.The geoid height was determined by GEOID03.
 CR0567
 CR0567.The dynamic height is computed by dividing the NAVD 88
 CR0567.geopotential number by the normal gravity value computed on the
 CR0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0567.degrees latitude (g = 980.6199 gals.).
 CR0567
 CR0567.The modeled gravity was interpolated from observed gravity values.
 CR0567
 CR0567;                    North         East    Units  Estimated Accuracy
 CR0567;SPC TXNC     - 2,049,400.      848,010.      MT  (+/- 180 meters Scaled)
 CR0567
 CR0567                          SUPERSEDED SURVEY CONTROL
 CR0567
 CR0567  NGVD 29 (??/??/92)  146.314  (m)          480.03   (f) ADJ UNCH    2 0
 CR0567
 CR0567.Superseded values are not recommended for survey control.
 CR0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0567.See file dsdata.txt to determine how the superseded data were derived.
 CR0567
 CR0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR288533(NAD 83)
 CR0567_MARKER: DB = BENCH MARK DISK
 CR0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0567_STAMPING: P 396 1947
 CR0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0567+STABILITY: SURFACE MOTION
 CR0567
 CR0567  HISTORY     - Date     Condition        Report By
 CR0567  HISTORY     - 1947     MONUMENTED       CGS
 CR0567  HISTORY     - 1978     GOOD             USGS
 CR0567
 CR0567                          STATION DESCRIPTION
 CR0567
 CR0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0567'9.6 MI E FROM CROSS ROADS.
 CR0567'4.0 MILES NORTHEAST ALONG FARM HIGHWAY 59 FROM CROSS ROADS SCHOOL,
 CR0567'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG A
 CR0567'DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.4 MILE
 CR0567'EAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 CR0567'THENCE 1.2 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.1 MILES
 CR0567'SOUTHEAST ALONG A DIRT TRACK ROAD TO THE SITE OF THE MARK, 38 FEET
 CR0567'NORTHEAST OF A TRIANGULAR BLAZED 24 INCH OAK TREE, 28 FEET NORTHEAST
 CR0567'OF A FENCE CORNER, 22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3
 CR0567'FEET SOUTHEAST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF
 CR0567'A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 CR0567
 CR0567                          STATION RECOVERY (1978)
 CR0567
 CR0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0567'1.1 MI. SE, ALONG MAIN ROAD THROUGH CLEMENTS SCOUT RESERVATION, FROM
 CR0567'THE INTERSECTION OF HWY. 2970 AND THE MAIN ROAD THROUGH THE SCOUT
 CR0567'RESERVATION TO A Y-INT., THEN RIGHT, SOUTH, 0.05 MI. ALONG ASPHALT
 CR0567'ROAD TO A Y-INT., THEN LEFT, SE, ALONG TRACK ROAD, 0.05 MI. TO A
 CR0567'HOUSE, CONTINUE SE 0.15 MILE TO AN INT. AND THE SOUTH EDGE OF A
 CR0567'CLEARED AREA, CONTINUE SE, THROUGH TIMBER 0.5 MI. TO THE NE CORNER OF
 CR0567'A CLEARED AREA. THE BENCH MARK IS ABOUT 100 FEET NE OF THE NE CORNER
 CR0567'OF THE CLEARED AREA AND 22 FEET NE OF THE OLD ROAD. SET IN A CONCRETE
 CR0567'POST PROJECTING ABOUT 4 INCHES, A STANDARD TABLET STAMPED P 396 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0517 ***********************************************************************
 CS0517  DESIGNATION -  P 397
 CS0517  PID         -  CS0517
 CS0517  STATE/COUNTY-  TX/NAVARRO
 CS0517  USGS QUAD   -  BAZETTE (1976)
 CS0517
 CS0517                         *CURRENT SURVEY CONTROL
 CS0517  ___________________________________________________________________
 CS0517* NAD 83(1986)-  32 13 01.     (N)    096 21 36.     (W)     SCALED    
 CS0517* NAVD 88     -       138.062  (meters)     452.96   (feet)  ADJUSTED  
 CS0517  ___________________________________________________________________
 CS0517  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0517  DYNAMIC HT  -         137.903 (meters)     452.44  (feet)  COMP
 CS0517  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 CS0517
 CS0517  VERT ORDER  -  SECOND    CLASS 0
 CS0517
 CS0517.The horizontal coordinates were scaled from a topographic map and have
 CS0517.an estimated accuracy of +/- 6 seconds.
 CS0517
 CS0517.The orthometric height was determined by differential leveling
 CS0517.and adjusted by the National Geodetic Survey in June 1991..
 CS0517
 CS0517.The geoid height was determined by GEOID03.
 CS0517
 CS0517.The dynamic height is computed by dividing the NAVD 88
 CS0517.geopotential number by the normal gravity value computed on the
 CS0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0517.degrees latitude (g = 980.6199 gals.).
 CS0517
 CS0517.The modeled gravity was interpolated from observed gravity values.
 CS0517
 CS0517;                    North         East    Units  Estimated Accuracy
 CS0517;SPC TXNC     - 2,063,080.      801,720.      MT  (+/- 180 meters Scaled)
 CS0517
 CS0517                          SUPERSEDED SURVEY CONTROL
 CS0517
 CS0517  NGVD 29 (??/??/92)  138.064  (m)          452.96   (f) ADJ UNCH    2 0
 CS0517
 CS0517.Superseded values are not recommended for survey control.
 CS0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0517.See file dsdata.txt to determine how the superseded data were derived.
 CS0517
 CS0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA488675(NAD 83)
 CS0517_MARKER: DB = BENCH MARK DISK
 CS0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0517_STAMPING: P 397 1947
 CS0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0517+STABILITY: SURFACE MOTION
 CS0517
 CS0517  HISTORY     - Date     Condition        Report By
 CS0517  HISTORY     - 1947     MONUMENTED       CGS
 CS0517  HISTORY     - 1961     POOR             USGS
 CS0517
 CS0517                          STATION DESCRIPTION
 CS0517
 CS0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0517'0.75 MI SW FROM MONTFORD.
 CS0517'0.75 MILE SOUTHWEST ALONG A COUNTY DIRT ROAD FROM THE GENERAL STORE AT
 CS0517'MONTFORD, AT BRADLEY SCHOOL WHICH IS AT THE TOP OF A VERY PROMINENT
 CS0517'AND STEEP HILL, 68.0 FEET NORTHEAST OF THE EAST CORNER OF THE
 CS0517'BUILDING, 43.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 35.5
 CS0517'FEET WEST OF A POWER POLE, 18.5 FEET NORTHWEST OF A FENCE CORNER,
 CS0517'ABOUT 4 FEET ABOVE THE ROAD, 2.0 FEET SOUTHEAST OF A 4X4 MARKER POST.
 CS0517'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CS0517'INCHES ABOVE THE GROUND.  NOTE-- HALF OF DISK BROKEN OFF.
 CS0517
 CS0517                          STATION RECOVERY (1961)
 CS0517
 CS0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0517'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2284 ***********************************************************************
 BY2284  DESIGNATION -  P 399
 BY2284  PID         -  BY2284
 BY2284  STATE/COUNTY-  TX/ANDERSON
 BY2284  USGS QUAD   -  CAYUGA (1982)
 BY2284
 BY2284                         *CURRENT SURVEY CONTROL
 BY2284  ___________________________________________________________________
 BY2284* NAD 83(1986)-  31 59 17.     (N)    095 58 08.     (W)     SCALED    
 BY2284* NAVD 88     -       107.803  (meters)     353.68   (feet)  ADJUSTED  
 BY2284  ___________________________________________________________________
 BY2284  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BY2284  DYNAMIC HT  -         107.676 (meters)     353.27  (feet)  COMP
 BY2284  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 BY2284
 BY2284  VERT ORDER  -  SECOND    CLASS 0
 BY2284
 BY2284.The horizontal coordinates were scaled from a topographic map and have
 BY2284.an estimated accuracy of +/- 6 seconds.
 BY2284
 BY2284.The orthometric height was determined by differential leveling
 BY2284.and adjusted by the National Geodetic Survey in June 1991..
 BY2284
 BY2284.The geoid height was determined by GEOID03.
 BY2284
 BY2284.The dynamic height is computed by dividing the NAVD 88
 BY2284.geopotential number by the normal gravity value computed on the
 BY2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2284.degrees latitude (g = 980.6199 gals.).
 BY2284
 BY2284.The modeled gravity was interpolated from observed gravity values.
 BY2284
 BY2284;                    North         East    Units  Estimated Accuracy
 BY2284;SPC TX C     - 3,265,440.    1,112,370.      MT  (+/- 180 meters Scaled)
 BY2284
 BY2284                          SUPERSEDED SURVEY CONTROL
 BY2284
 BY2284  NGVD 29 (??/??/92)  107.801  (m)          353.68   (f) ADJ UNCH    2 0
 BY2284
 BY2284.Superseded values are not recommended for survey control.
 BY2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2284.See file dsdata.txt to determine how the superseded data were derived.
 BY2284
 BY2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR194429(NAD 83)
 BY2284_MARKER: DB = BENCH MARK DISK
 BY2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2284_STAMPING: P 399 1947
 BY2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2284+STABILITY: SURFACE MOTION
 BY2284
 BY2284  HISTORY     - Date     Condition        Report By
 BY2284  HISTORY     - 1947     MONUMENTED       CGS
 BY2284  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2284  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BY2284
 BY2284                          STATION DESCRIPTION
 BY2284
 BY2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2284'2.4 MI N FROM CAYUGA.
 BY2284'ALONG A NARROW OIL ROAD.  2.4 MILES NORTH OF CAYUGA POST OFFICE.  1.0
 BY2284'MILE NORTH OF CAYUGA SCHOOL.  AT A FENCE CORNER.  37 FEET SOUTHEAST OF
 BY2284'THE CENTER OF THE ROAD.  6 FEET SOUTHWEST OF A POWER POLE.  2 FEET
 BY2284'NORTHWEST OF A WIRE FENCE.  2 FEET NORTHEAST OF WITNESS POST.
 BY2284
 BY2284                          STATION RECOVERY (1977)
 BY2284
 BY2284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2284'MARK NOT FOUND.
 BY2284
 BY2284                          STATION RECOVERY (1985)
 BY2284
 BY2284'RECOVERY NOTE BY US POWER SQUADRON 1985 (LS)
 BY2284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0914 ***********************************************************************
 BZ0914  DESIGNATION -  P 4
 BZ0914  PID         -  BZ0914
 BZ0914  STATE/COUNTY-  TX/BELL
 BZ0914  USGS QUAD   -  NOLANVILLE (1995)
 BZ0914
 BZ0914                         *CURRENT SURVEY CONTROL
 BZ0914  ___________________________________________________________________
 BZ0914* NAD 83(1986)-  31 04 25.     (N)    097 34 17.     (W)     SCALED    
 BZ0914* NAVD 88     -       203.161  (meters)     666.54   (feet)  POSTED    
 BZ0914  ___________________________________________________________________
 BZ0914  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ0914  DYNAMIC HT  -         202.890 (meters)     665.65  (feet)  COMP
 BZ0914  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 BZ0914
 BZ0914  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BZ0914
 BZ0914.The horizontal coordinates were scaled from a topographic map and have
 BZ0914.an estimated accuracy of +/- 6 seconds.
 BZ0914
 BZ0914.The orthometric height was determined by differential leveling
 BZ0914.and adjusted by the National Geodetic Survey in 1992..
 BZ0914.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BZ0914.rate of 0.0 thru 1.0 mm/km.
 BZ0914
 BZ0914.The geoid height was determined by GEOID03.
 BZ0914
 BZ0914.The dynamic height is computed by dividing the NAVD 88
 BZ0914.geopotential number by the normal gravity value computed on the
 BZ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0914.degrees latitude (g = 980.6199 gals.).
 BZ0914
 BZ0914.The modeled gravity was interpolated from observed gravity values.
 BZ0914
 BZ0914;                    North         East    Units  Estimated Accuracy
 BZ0914;SPC TX C     - 3,159,240.      963,520.      MT  (+/- 180 meters Scaled)
 BZ0914
 BZ0914                          SUPERSEDED SURVEY CONTROL
 BZ0914
 BZ0914.No superseded survey control is available for this station.
 BZ0914
 BZ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV362386(NAD 83)
 BZ0914_MARKER: Z = SEE DESCRIPTION
 BZ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0914_SP_SET: STONE
 BZ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0914+STABILITY: SURFACE MOTION
 BZ0914
 BZ0914  HISTORY     - Date     Condition        Report By
 BZ0914  HISTORY     - UNK      MONUMENTED       CGS
 BZ0914  HISTORY     - 1947     GOOD             USGS
 BZ0914  HISTORY     - 1953     MARK NOT FOUND   NGS
 BZ0914
 BZ0914                          STATION DESCRIPTION
 BZ0914
 BZ0914'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 BZ0914'2.7 MI E FROM NOLANVILLE.
 BZ0914'ABOUT 4.7 M.E. OF AND ALONG THE GULF, COLORADO AND SANTA FE RR. FROM
 BZ0914'NOLANVILLE, BELL CO., 240 FT. E. OF CULVERT 233A AND 90 FT. W. OF POLE
 BZ0914'(TELEPHONE) 51G, 30 FT. S. OF TRACKS BOTTOM OF SQUARE HOLE IN THE POLE
 BZ0914'IN THE TOP OF A STONE POST.
 BZ0914
 BZ0914                          STATION RECOVERY (1953)
 BZ0914
 BZ0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BZ0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0239 ***********************************************************************
 AB0239  DESIGNATION -  P 40
 AB0239  PID         -  AB0239
 AB0239  STATE/COUNTY-  TX/CAMERON
 AB0239  USGS QUAD   -  PORT ISABEL (1983)
 AB0239
 AB0239                         *CURRENT SURVEY CONTROL
 AB0239  ___________________________________________________________________
 AB0239* NAD 83(1986)-  26 04 43.     (N)    097 14 32.     (W)     SCALED    
 AB0239* NAVD 88     -         2.396  (meters)       7.86   (feet)  ADJUSTED  
 AB0239  ___________________________________________________________________
 AB0239  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 AB0239  DYNAMIC HT  -           2.392 (meters)       7.85  (feet)  COMP
 AB0239  MODELED GRAV-     979,064.7   (mgal)                       NAVD 88
 AB0239
 AB0239  VERT ORDER  -  FIRST     CLASS II
 AB0239
 AB0239.The horizontal coordinates were scaled from a topographic map and have
 AB0239.an estimated accuracy of +/- 6 seconds.
 AB0239
 AB0239.The orthometric height was determined by differential leveling
 AB0239.and adjusted by the National Geodetic Survey in June 1991..
 AB0239.WARNING-Repeat measurements at this control monument indicate possible
 AB0239.vertical movement.
 AB0239
 AB0239.The geoid height was determined by GEOID03.
 AB0239
 AB0239.The dynamic height is computed by dividing the NAVD 88
 AB0239.geopotential number by the normal gravity value computed on the
 AB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0239.degrees latitude (g = 980.6199 gals.).
 AB0239
 AB0239.The modeled gravity was interpolated from observed gravity values.
 AB0239
 AB0239;                    North         East    Units  Estimated Accuracy
 AB0239;SPC TX S     - 5,046,270.      425,840.      MT  (+/- 180 meters Scaled)
 AB0239
 AB0239                          SUPERSEDED SURVEY CONTROL
 AB0239
 AB0239  NGVD 29 (??/??/92)    2.500  (m)            8.20   (f) ADJ UNCH    1 2
 AB0239
 AB0239.Superseded values are not recommended for survey control.
 AB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0239.See file dsdata.txt to determine how the superseded data were derived.
 AB0239
 AB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP758855(NAD 83)
 AB0239_MARKER: DD = SURVEY DISK
 AB0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0239_SP_SET: CULVERT
 AB0239_STAMPING: 7.92 P 40
 AB0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0239
 AB0239  HISTORY     - Date     Condition        Report By
 AB0239  HISTORY     - UNK      MONUMENTED
 AB0239  HISTORY     - 1951     GOOD             NGS
 AB0239  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0239  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0239
 AB0239                          STATION DESCRIPTION
 AB0239
 AB0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0239'2.4 MI W FROM PORT ISABEL.
 AB0239'2.4 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0239'ISABEL, CAMERON COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 AB0239'TOP OF THE NORTHHEAD WALL, 15 FEET NORTH OF THE CENTERLINE OF THE
 AB0239'HIGHWAY, AND 1.5 FEET HIGHER THAN THE HIGHWAY.
 AB0239
 AB0239                          STATION RECOVERY (1963)
 AB0239
 AB0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0239'MARK NOT FOUND.
 AB0239
 AB0239                          STATION RECOVERY (1987)
 AB0239
 AB0239'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2181 ***********************************************************************
 BY2181  DESIGNATION -  P 401
 BY2181  PID         -  BY2181
 BY2181  STATE/COUNTY-  TX/ANDERSON
 BY2181  USGS QUAD   -  INDIAN LAKE (1982)
 BY2181
 BY2181                         *CURRENT SURVEY CONTROL
 BY2181  ___________________________________________________________________
 BY2181* NAD 83(1986)-  31 33 28.     (N)    095 39 13.     (W)     SCALED    
 BY2181* NAVD 88     -        77.27   (+/-2cm)     253.5    (feet)  VERTCON   
 BY2181  ___________________________________________________________________
 BY2181  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY2181
 BY2181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2181
 BY2181.The horizontal coordinates were scaled from a topographic map and have
 BY2181.an estimated accuracy of +/- 6 seconds.
 BY2181
 BY2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2181.The vertical order pertains to the NGVD 29 superseded value.
 BY2181
 BY2181.The geoid height was determined by GEOID03.
 BY2181
 BY2181;                    North         East    Units  Estimated Accuracy
 BY2181;SPC TX C     - 3,218,990.    1,144,150.      MT  (+/- 180 meters Scaled)
 BY2181
 BY2181                          SUPERSEDED SURVEY CONTROL
 BY2181
 BY2181  NGVD 29 (??/??/92)   77.253  (m)          253.45   (f) ADJ UNCH    2 0
 BY2181
 BY2181.Superseded values are not recommended for survey control.
 BY2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2181.See file dsdata.txt to determine how the superseded data were derived.
 BY2181
 BY2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ481944(NAD 83)
 BY2181_MARKER: DB = BENCH MARK DISK
 BY2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2181_STAMPING: P 401 1947
 BY2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2181+STABILITY: SURFACE MOTION
 BY2181
 BY2181  HISTORY     - Date     Condition        Report By
 BY2181  HISTORY     - 1947     MONUMENTED       CGS
 BY2181
 BY2181                          STATION DESCRIPTION
 BY2181
 BY2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2181'12.8 MI SW FROM ELKHART.
 BY2181'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY2181'ALONG STATE HIGHWAY NO.294, THENCE SOUTH 4.6 MILES ALONG A GRADED DIRT
 BY2181'ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWEST
 BY2181'2.0 MILES ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT
 BY2181'110 YARDS NORTH OF A CONCRETE CULVERT, 46.0 FEET SOUTHEAST OF A
 BY2181'FOURTEEN INCH OAK TREE, 37.5 FEET WEST OF AND ABOUT 1.0 FOOT HIGHER
 BY2181'THAN THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A FENCE AND 1.0
 BY2181'FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET
 BY2181'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 BY2181'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1866 ***********************************************************************
 BY1866  DESIGNATION -  P 402
 BY1866  PID         -  BY1866
 BY1866  STATE/COUNTY-  TX/HOUSTON
 BY1866  USGS QUAD   -  AUSTONIO (1972)
 BY1866
 BY1866                         *CURRENT SURVEY CONTROL
 BY1866  ___________________________________________________________________
 BY1866* NAD 83(1986)-  31 13 58.     (N)    095 41 33.     (W)     SCALED    
 BY1866* NAVD 88     -        83.72   (+/-2cm)     274.7    (feet)  VERTCON   
 BY1866  ___________________________________________________________________
 BY1866  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY1866
 BY1866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1866
 BY1866.The horizontal coordinates were scaled from a topographic map and have
 BY1866.an estimated accuracy of +/- 6 seconds.
 BY1866
 BY1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1866.The vertical order pertains to the NGVD 29 superseded value.
 BY1866
 BY1866.The geoid height was determined by GEOID03.
 BY1866
 BY1866;                    North         East    Units  Estimated Accuracy
 BY1866;SPC TX C     - 3,182,830.    1,141,960.      MT  (+/- 180 meters Scaled)
 BY1866
 BY1866                          SUPERSEDED SURVEY CONTROL
 BY1866
 BY1866  NGVD 29 (??/??/92)   83.724  (m)          274.68   (f) ADJ UNCH    2 0
 BY1866
 BY1866.Superseded values are not recommended for survey control.
 BY1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1866.See file dsdata.txt to determine how the superseded data were derived.
 BY1866
 BY1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ435585(NAD 83)
 BY1866_MARKER: DB = BENCH MARK DISK
 BY1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1866_STAMPING: P 402 1947
 BY1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1866+STABILITY: SURFACE MOTION
 BY1866
 BY1866  HISTORY     - Date     Condition        Report By
 BY1866  HISTORY     - 1947     MONUMENTED       CGS
 BY1866
 BY1866                          STATION DESCRIPTION
 BY1866
 BY1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1866'6.1 MI W FROM PORTER SPRINGS.
 BY1866'TO REACH FROM THE PORTER SPRINGS SCHOOL AT PORTER SPRINGS GO SOUTHWEST
 BY1866'2.3 MILES ALONG A GRADED DIRT ROAD, THENCE WESTERLY 3.8 MILES ALONG A
 BY1866'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE SOUTHEAST
 BY1866'CORNER OF A SCHOOL HOUSE AND CHURCH YARD, 87.0 FEET SOUTHEAST OF THE
 BY1866'SOUTHEAST CORNER OF THE CHURCH, 34.0 FEET NORTH OF AND ABOUT LEVEL
 BY1866'WITH THE CENTER LINE OF THE ROAD, 17.0 FEET NORTHEAST OF A TWENTYFOUR
 BY1866'INCH OAK TREE, 7.0 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET WEST OF
 BY1866'A FENCE AND 1.5 FEET SOUTH OF A 4 X 4 IN. MARKER POST. A BRONZE BENCH
 BY1866'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1
 BY1866'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0469 ***********************************************************************
 BZ0469  DESIGNATION -  P 403
 BZ0469  PID         -  BZ0469
 BZ0469  STATE/COUNTY-  TX/LEON
 BZ0469  USGS QUAD   -  ROBBINS (1982)
 BZ0469
 BZ0469                         *CURRENT SURVEY CONTROL
 BZ0469  ___________________________________________________________________
 BZ0469* NAD 83(1986)-  31 15 14.     (N)    096 00 15.     (W)     SCALED    
 BZ0469* NAVD 88     -       120.82   (+/-2cm)     396.4    (feet)  VERTCON   
 BZ0469  ___________________________________________________________________
 BZ0469  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BZ0469
 BZ0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0469
 BZ0469.The horizontal coordinates were scaled from a topographic map and have
 BZ0469.an estimated accuracy of +/- 6 seconds.
 BZ0469
 BZ0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0469.The vertical order pertains to the NGVD 29 superseded value.
 BZ0469
 BZ0469.The geoid height was determined by GEOID03.
 BZ0469
 BZ0469;                    North         East    Units  Estimated Accuracy
 BZ0469;SPC TX C     - 3,183,970.    1,112,210.      MT  (+/- 180 meters Scaled)
 BZ0469
 BZ0469                          SUPERSEDED SURVEY CONTROL
 BZ0469
 BZ0469  NGVD 29 (??/??/92)  120.800  (m)          396.32   (f) ADJ UNCH    2 0
 BZ0469
 BZ0469.Superseded values are not recommended for survey control.
 BZ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0469.See file dsdata.txt to determine how the superseded data were derived.
 BZ0469
 BZ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV853616(NAD 83)
 BZ0469_MARKER: DB = BENCH MARK DISK
 BZ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0469_STAMPING: P 403 1947
 BZ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0469+STABILITY: SURFACE MOTION
 BZ0469
 BZ0469  HISTORY     - Date     Condition        Report By
 BZ0469  HISTORY     - 1947     MONUMENTED       CGS
 BZ0469
 BZ0469                          STATION DESCRIPTION
 BZ0469
 BZ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0469'1.7 MI W FROM CENTERVILLE.
 BZ0469'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BZ0469'CENTERVILLE, 101.7 FEET NORTHEAST OF THE NORTH END OF A CORRUGATED
 BZ0469'IRON CULVERT, 58.6 FEET EAST OF A FENCE CORNER, 50.3 FEET NORTH OF AND
 BZ0469'ABOUT 1.5 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 23.1 FEET
 BZ0469'NORTHEAST OF A TWENTY INCH OAK TREE, 1.0 FOOT SOUTH OF A FENCE AND 1.0
 BZ0469'FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BZ0469'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2335 ***********************************************************************
 CS2335  DESIGNATION -  P 404
 CS2335  PID         -  CS2335
 CS2335  STATE/COUNTY-  TX/TARRANT
 CS2335  USGS QUAD   -  ALEDO (1981)
 CS2335
 CS2335                         *CURRENT SURVEY CONTROL
 CS2335  ___________________________________________________________________
 CS2335* NAD 83(1986)-  32 40 39.     (N)    097 31 24.     (W)     SCALED    
 CS2335* NAVD 88     -       262.091  (meters)     859.88   (feet)  POSTED    
 CS2335  ___________________________________________________________________
 CS2335  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CS2335  DYNAMIC HT  -         261.780 (meters)     858.86  (feet)  COMP
 CS2335  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 CS2335
 CS2335  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CS2335
 CS2335.The horizontal coordinates were scaled from a topographic map and have
 CS2335.an estimated accuracy of +/- 6 seconds.
 CS2335
 CS2335.The orthometric height was determined by differential leveling
 CS2335.and adjusted by the National Geodetic Survey in 1992..
 CS2335.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CS2335.rate of 2.1 thru 3.0 mm/km.
 CS2335
 CS2335.The geoid height was determined by GEOID03.
 CS2335
 CS2335.The dynamic height is computed by dividing the NAVD 88
 CS2335.geopotential number by the normal gravity value computed on the
 CS2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2335.degrees latitude (g = 980.6199 gals.).
 CS2335
 CS2335.The modeled gravity was interpolated from observed gravity values.
 CS2335
 CS2335;                    North         East    Units  Estimated Accuracy
 CS2335;SPC TXNC     - 2,112,520.      691,590.      MT  (+/- 180 meters Scaled)
 CS2335
 CS2335                          SUPERSEDED SURVEY CONTROL
 CS2335
 CS2335  NGVD 29 (??/??/92)  262.060  (m)          859.78   (f) ADJ UNCH    1 2
 CS2335
 CS2335.Superseded values are not recommended for survey control.
 CS2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2335.See file dsdata.txt to determine how the superseded data were derived.
 CS2335
 CS2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB384164(NAD 83)
 CS2335_MARKER: DB = BENCH MARK DISK
 CS2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2335_STAMPING: P 404 1947
 CS2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2335+STABILITY: SURFACE MOTION
 CS2335
 CS2335  HISTORY     - Date     Condition        Report By
 CS2335  HISTORY     - 1947     MONUMENTED       CGS
 CS2335  HISTORY     - 1964     GOOD             NGS
 CS2335  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2335  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS2335
 CS2335                          STATION DESCRIPTION
 CS2335
 CS2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2335'5.5 MI E FROM ALEDO.
 CS2335'5.5 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2335'AT ALEDO, ABOUT SIXTEEN POLES EAST OF MILE POST 259, 66.2 FEET SOUTH
 CS2335'OF THE CENTER LINE OF A ROAD PARALLELING TRACK, 52.4 FEET NORTH OF AND
 CS2335'ABOUT 4.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 15.4 FEET EAST
 CS2335'OF A TELEPHONE POLE AND IN LINE WITH THE SECOND ROW OF POLES NORTH OF
 CS2335'THE TRACK AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK
 CS2335'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 CS2335'GROUND.  NOTE-- THE BENCH MARK MAY BE REACHED FROM THE JUNCTION OF U.
 CS2335'S. HIGHWAY 377 AND THE ALEDO ROAD IN BENBROOK, BY GOING 4.1 MILES
 CS2335'ALONG THE BLACK TOP ROAD LEADING NORTH THROUGH THE BENBROOK LUMBER
 CS2335'COMPANY AREA AND WEST ALONG THE TEXAS AND PACIFIC RAILROAD. THE MARK
 CS2335'IS 268 FEET EAST NORTHEAST OF A GENERAL RAILROAD SIGNAL, 89 FEET
 CS2335'WEST-NORTHWEST OF A TELEPHONE POLE, 66 FEET SOUTH OF THE CENTER LINE
 CS2335'OF ROAD PARALLELING TRACK, 50 FEET SOUTH OF THE SOUTH RAIL OF THE
 CS2335'RAILROAD TRACKS, AND 1 FOOT EAST OF A METAL WITNESS POST. A STANDARD
 CS2335'DISK SET IN AN 8 X 8 IN. CONCRETE POST WHICH PROJECTS 3 INCHES.
 CS2335
 CS2335                          STATION RECOVERY (1983)
 CS2335
 CS2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2335'MARK NOT FOUND.
 CS2335
 CS2335                          STATION RECOVERY (1996)
 CS2335
 CS2335'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1783 ***********************************************************************
 BY1783  DESIGNATION -  P 405
 BY1783  PID         -  BY1783
 BY1783  STATE/COUNTY-  TX/HOUSTON
 BY1783  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1783
 BY1783                         *CURRENT SURVEY CONTROL
 BY1783  ___________________________________________________________________
 BY1783* NAD 83(1986)-  31 25 27.     (N)    095 40 16.     (W)     SCALED    
 BY1783* NAVD 88     -        73.72   (+/-2cm)     241.9    (feet)  VERTCON   
 BY1783  ___________________________________________________________________
 BY1783  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BY1783
 BY1783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1783
 BY1783.The horizontal coordinates were scaled from a topographic map and have
 BY1783.an estimated accuracy of +/- 6 seconds.
 BY1783
 BY1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1783.The vertical order pertains to the NGVD 29 superseded value.
 BY1783
 BY1783.The geoid height was determined by GEOID03.
 BY1783
 BY1783;                    North         East    Units  Estimated Accuracy
 BY1783;SPC TX C     - 3,204,120.    1,143,110.      MT  (+/- 180 meters Scaled)
 BY1783
 BY1783                          SUPERSEDED SURVEY CONTROL
 BY1783
 BY1783  NGVD 29 (??/??/92)   73.709  (m)          241.83   (f) ADJ UNCH    2 0
 BY1783
 BY1783.Superseded values are not recommended for survey control.
 BY1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1783.See file dsdata.txt to determine how the superseded data were derived.
 BY1783
 BY1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ460796(NAD 83)
 BY1783_MARKER: DB = BENCH MARK DISK
 BY1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1783_STAMPING: P 405 1947
 BY1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1783+STABILITY: SURFACE MOTION
 BY1783
 BY1783  HISTORY     - Date     Condition        Report By
 BY1783  HISTORY     - 1947     MONUMENTED       CGS
 BY1783
 BY1783                          STATION DESCRIPTION
 BY1783
 BY1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1783'14.9 MI SW FROM GRAPELAND.
 BY1783'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1783'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY
 BY1783'13.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHWESTERLY 1.3 MILES
 BY1783'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A T
 BY1783'INTERSECTION, 23.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 BY1783'LEADING SOUTHWEST, 20.4 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE
 BY1783'CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD, 5.0 FEET WEST OF A FENCE
 BY1783'CORNER AND 1.0 FOOT SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 BY1783'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1783'1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2168 ***********************************************************************
 BY2168  DESIGNATION -  P 406
 BY2168  PID         -  BY2168
 BY2168  STATE/COUNTY-  TX/ANDERSON
 BY2168  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2168
 BY2168                         *CURRENT SURVEY CONTROL
 BY2168  ___________________________________________________________________
 BY2168* NAD 83(1986)-  31 39 27.     (N)    095 43 13.     (W)     SCALED    
 BY2168* NAVD 88     -        91.08   (+/-2cm)     298.8    (feet)  VERTCON   
 BY2168  ___________________________________________________________________
 BY2168  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY2168
 BY2168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2168
 BY2168.The horizontal coordinates were scaled from a topographic map and have
 BY2168.an estimated accuracy of +/- 6 seconds.
 BY2168
 BY2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2168.The vertical order pertains to the NGVD 29 superseded value.
 BY2168
 BY2168.The geoid height was determined by GEOID03.
 BY2168
 BY2168;                    North         East    Units  Estimated Accuracy
 BY2168;SPC TX C     - 3,229,770.    1,137,370.      MT  (+/- 180 meters Scaled)
 BY2168
 BY2168                          SUPERSEDED SURVEY CONTROL
 BY2168
 BY2168  NGVD 29 (??/??/92)   91.059  (m)          298.75   (f) ADJ UNCH    2 0
 BY2168
 BY2168.Superseded values are not recommended for survey control.
 BY2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2168.See file dsdata.txt to determine how the superseded data were derived.
 BY2168
 BY2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR420056(NAD 83)
 BY2168_MARKER: DB = BENCH MARK DISK
 BY2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2168_STAMPING: P 406 1947
 BY2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2168+STABILITY: SURFACE MOTION
 BY2168
 BY2168  HISTORY     - Date     Condition        Report By
 BY2168  HISTORY     - 1947     MONUMENTED       CGS
 BY2168
 BY2168                          STATION DESCRIPTION
 BY2168
 BY2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2168'9.5 MI W FROM ELKHART.
 BY2168'ABOUT 9.5 MILES WEST ALONG STATE HIGHWAY NO.294 FROM THE ELKHART STATE
 BY2168'BANK AT ELKHART, 79.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BY2168'FARMHOUSE, 59.4 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BY2168'THE HIGHWAY, 15.4 FEET WEST OF A FENCE CORNER, 1.0 FOOT NORTH OF A
 BY2168'FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY2168'MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1806 ***********************************************************************
 BY1806  DESIGNATION -  P 407
 BY1806  PID         -  BY1806
 BY1806  STATE/COUNTY-  TX/HOUSTON
 BY1806  USGS QUAD   -  HAYS SPRING (1964)
 BY1806
 BY1806                         *CURRENT SURVEY CONTROL
 BY1806  ___________________________________________________________________
 BY1806* NAD 83(1986)-  31 22 54.     (N)    095 33 39.     (W)     SCALED    
 BY1806* NAVD 88     -       102.05   (+/-2cm)     334.8    (feet)  VERTCON   
 BY1806  ___________________________________________________________________
 BY1806  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY1806
 BY1806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1806
 BY1806.The horizontal coordinates were scaled from a topographic map and have
 BY1806.an estimated accuracy of +/- 6 seconds.
 BY1806
 BY1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1806.The vertical order pertains to the NGVD 29 superseded value.
 BY1806
 BY1806.The geoid height was determined by GEOID03.
 BY1806
 BY1806;                    North         East    Units  Estimated Accuracy
 BY1806;SPC TX C     - 3,199,850.    1,153,790.      MT  (+/- 180 meters Scaled)
 BY1806
 BY1806                          SUPERSEDED SURVEY CONTROL
 BY1806
 BY1806  NGVD 29 (??/??/92)  102.035  (m)          334.76   (f) ADJ UNCH    2 0
 BY1806
 BY1806.Superseded values are not recommended for survey control.
 BY1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1806.See file dsdata.txt to determine how the superseded data were derived.
 BY1806
 BY1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ564747(NAD 83)
 BY1806_MARKER: DB = BENCH MARK DISK
 BY1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1806_STAMPING: P 407 1947
 BY1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1806+STABILITY: SURFACE MOTION
 BY1806
 BY1806  HISTORY     - Date     Condition        Report By
 BY1806  HISTORY     - 1947     MONUMENTED       CGS
 BY1806
 BY1806                          STATION DESCRIPTION
 BY1806
 BY1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1806'8.3 MI NW FROM CROCKETT.
 BY1806'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1806'HIGHWAY NO. 287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1806'NORTHWESTERLY 7.6 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1806'BENCH MARK IS 38.4 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY1806'OF THE ROAD, 33.9 FEET WEST OF A TWELVE INCH PINE TREE AND 1.5 FEET
 BY1806'EAST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BY1806'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0436 ***********************************************************************
 CS0436  DESIGNATION -  P 408
 CS0436  PID         -  CS0436
 CS0436  STATE/COUNTY-  TX/NAVARRO
 CS0436  USGS QUAD   -  STYX (1962)
 CS0436
 CS0436                         *CURRENT SURVEY CONTROL
 CS0436  ___________________________________________________________________
 CS0436* NAD 83(1986)-  32 18 53.     (N)    096 21 41.     (W)     SCALED    
 CS0436* NAVD 88     -        96.358  (meters)     316.13   (feet)  ADJUSTED  
 CS0436  ___________________________________________________________________
 CS0436  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0436  DYNAMIC HT  -          96.248 (meters)     315.77  (feet)  COMP
 CS0436  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 CS0436
 CS0436  VERT ORDER  -  SECOND    CLASS 0
 CS0436
 CS0436.The horizontal coordinates were scaled from a topographic map and have
 CS0436.an estimated accuracy of +/- 6 seconds.
 CS0436
 CS0436.The orthometric height was determined by differential leveling
 CS0436.and adjusted by the National Geodetic Survey in June 1991..
 CS0436
 CS0436.The geoid height was determined by GEOID03.
 CS0436
 CS0436.The dynamic height is computed by dividing the NAVD 88
 CS0436.geopotential number by the normal gravity value computed on the
 CS0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0436.degrees latitude (g = 980.6199 gals.).
 CS0436
 CS0436.The modeled gravity was interpolated from observed gravity values.
 CS0436
 CS0436;                    North         East    Units  Estimated Accuracy
 CS0436;SPC TXNC     - 2,073,910.      801,370.      MT  (+/- 180 meters Scaled)
 CS0436
 CS0436                          SUPERSEDED SURVEY CONTROL
 CS0436
 CS0436  NGVD 29 (??/??/92)   96.365  (m)          316.16   (f) ADJ UNCH    2 0
 CS0436
 CS0436.Superseded values are not recommended for survey control.
 CS0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0436.See file dsdata.txt to determine how the superseded data were derived.
 CS0436
 CS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA484783(NAD 83)
 CS0436_MARKER: DB = BENCH MARK DISK
 CS0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0436_STAMPING: P 408 1947
 CS0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0436+STABILITY: SURFACE MOTION
 CS0436
 CS0436  HISTORY     - Date     Condition        Report By
 CS0436  HISTORY     - 1947     MONUMENTED       CGS
 CS0436  HISTORY     - 1956     GOOD             NGS
 CS0436
 CS0436                          STATION DESCRIPTION
 CS0436
 CS0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0436'6.6 MI NE FROM CHATFIELD.
 CS0436'TO REACH FROM THE METHODIST CHURCH AT CHATFIELD, PROCEED 1.0 MILE
 CS0436'NORTHEAST, THENCE 1.9 MILE NORTH AND 3.7 MILES NORTHEAST ALONG DIRT
 CS0436'ROADS, AT THE END OF THE COUNTY ROAD AND THE JUNCTION OF A PRIVATE
 CS0436'ROAD LEADING SOUTH, 0.2 MILE SOUTHWEST ALONG A PRIVATE ONE TRACK DIRT
 CS0436'ROAD FROM THE BANK OF THE TRINITY RIVER, 107.0 FEET WEST OF AND ACROSS
 CS0436'A PRIVATE ROAD FROM A 2 1/2 FOOT PECAN TREE, 82.5 FEET NORTH OF
 CS0436'ANOTHER 2 1/2 FOOT PECAN TREE, 30.0 FEET SOUTHEAST OF THE CENTER OF
 CS0436'THE COUNTY ROAD, 28.0 FEET WEST OF THE CENTER OF A PRIVATE ROAD, 7.5
 CS0436'FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 3.3 FEET SOUTHWEST
 CS0436'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 CS0436'AS THE ROAD AND PROJECTING 0.3 FOOT.
 CS0436
 CS0436                          STATION RECOVERY (1956)
 CS0436
 CS0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2328 ***********************************************************************
 BY2328  DESIGNATION -  P 409
 BY2328  PID         -  BY2328
 BY2328  STATE/COUNTY-  TX/FREESTONE
 BY2328  USGS QUAD   -  BUTLER (1964)
 BY2328
 BY2328                         *CURRENT SURVEY CONTROL
 BY2328  ___________________________________________________________________
 BY2328* NAD 83(1986)-  31 40 31.     (N)    095 52 58.     (W)     SCALED    
 BY2328* NAVD 88     -        87.802  (meters)     288.06   (feet)  ADJUSTED  
 BY2328  ___________________________________________________________________
 BY2328  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BY2328  DYNAMIC HT  -          87.695 (meters)     287.71  (feet)  COMP
 BY2328  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 BY2328
 BY2328  VERT ORDER  -  SECOND    CLASS 0
 BY2328
 BY2328.The horizontal coordinates were scaled from a topographic map and have
 BY2328.an estimated accuracy of +/- 6 seconds.
 BY2328
 BY2328.The orthometric height was determined by differential leveling
 BY2328.and adjusted by the National Geodetic Survey in June 1991..
 BY2328
 BY2328.The geoid height was determined by GEOID03.
 BY2328
 BY2328.The dynamic height is computed by dividing the NAVD 88
 BY2328.geopotential number by the normal gravity value computed on the
 BY2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2328.degrees latitude (g = 980.6199 gals.).
 BY2328
 BY2328.The modeled gravity was interpolated from observed gravity values.
 BY2328
 BY2328;                    North         East    Units  Estimated Accuracy
 BY2328;SPC TX C     - 3,231,110.    1,121,890.      MT  (+/- 180 meters Scaled)
 BY2328
 BY2328                          SUPERSEDED SURVEY CONTROL
 BY2328
 BY2328  NGVD 29 (??/??/92)   87.785  (m)          288.01   (f) ADJ UNCH    2 0
 BY2328
 BY2328.Superseded values are not recommended for survey control.
 BY2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2328.See file dsdata.txt to determine how the superseded data were derived.
 BY2328
 BY2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR266080(NAD 83)
 BY2328_MARKER: DB = BENCH MARK DISK
 BY2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2328_STAMPING: P 409 1947
 BY2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2328+STABILITY: SURFACE MOTION
 BY2328
 BY2328  HISTORY     - Date     Condition        Report By
 BY2328  HISTORY     - 1947     MONUMENTED       CGS
 BY2328
 BY2328                          STATION DESCRIPTION
 BY2328
 BY2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2328'4.9 MI NE FROM BUTLER.
 BY2328'2.8 MILES EAST ALONG U.S. HIGHWAY NO. 84 AND 2.1 MILES NORTHWEST ALONG
 BY2328'A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER, AT THE
 BY2328'TOP OF A HILL AND IN THE Y FORMED AT THE JUNCTION OF A ROAD LEADING
 BY2328'NORTH TO A CHURCH AND CEMETERY, 19.0 FEET NORTH OF THE CENTER OF THE
 BY2328'MAIN ROAD, 31.0 FEET SOUTHEAST OF THE CENTER OF ONE LEG AND 18.0 FEET
 BY2328'SOUTHWEST OF THE CENTER OF THE OTHER LEG OF THE Y, 7.0 FEET NORTH OF A
 BY2328'2-FOOT OAK TREE, 3.0 FEET EAST OF A REFERENCE POST, SET IN A CONCRETE
 BY2328'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0240 ***********************************************************************
 AB0240  DESIGNATION -  P 41
 AB0240  PID         -  AB0240
 AB0240  STATE/COUNTY-  TX/CAMERON
 AB0240  USGS QUAD   -  PORT ISABEL (1983)
 AB0240
 AB0240                         *CURRENT SURVEY CONTROL
 AB0240  ___________________________________________________________________
 AB0240* NAD 83(1986)-  26 04 33.     (N)    097 13 51.     (W)     SCALED    
 AB0240* NAVD 88     -         2.338  (meters)       7.67   (feet)  ADJUSTED  
 AB0240  ___________________________________________________________________
 AB0240  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 AB0240  DYNAMIC HT  -           2.334 (meters)       7.66  (feet)  COMP
 AB0240  MODELED GRAV-     979,065.3   (mgal)                       NAVD 88
 AB0240
 AB0240  VERT ORDER  -  FIRST     CLASS II
 AB0240
 AB0240.The horizontal coordinates were scaled from a topographic map and have
 AB0240.an estimated accuracy of +/- 6 seconds.
 AB0240
 AB0240.The orthometric height was determined by differential leveling
 AB0240.and adjusted by the National Geodetic Survey in June 1991..
 AB0240.WARNING-Repeat measurements at this control monument indicate possible
 AB0240.vertical movement.
 AB0240
 AB0240.The geoid height was determined by GEOID03.
 AB0240
 AB0240.The dynamic height is computed by dividing the NAVD 88
 AB0240.geopotential number by the normal gravity value computed on the
 AB0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0240.degrees latitude (g = 980.6199 gals.).
 AB0240
 AB0240.The modeled gravity was interpolated from observed gravity values.
 AB0240
 AB0240;                    North         East    Units  Estimated Accuracy
 AB0240;SPC TX S     - 5,045,970.      426,990.      MT  (+/- 180 meters Scaled)
 AB0240
 AB0240                          SUPERSEDED SURVEY CONTROL
 AB0240
 AB0240  NGVD 29 (??/??/92)    2.444  (m)            8.02   (f) ADJ UNCH    1 2
 AB0240
 AB0240.Superseded values are not recommended for survey control.
 AB0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0240.See file dsdata.txt to determine how the superseded data were derived.
 AB0240
 AB0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP769852(NAD 83)
 AB0240_MARKER: DD = SURVEY DISK
 AB0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0240_SP_SET: CULVERT
 AB0240_STAMPING: 7.70 P 41
 AB0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0240
 AB0240  HISTORY     - Date     Condition        Report By
 AB0240  HISTORY     - UNK      MONUMENTED
 AB0240  HISTORY     - 1951     GOOD             NGS
 AB0240  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0240  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0240
 AB0240                          STATION DESCRIPTION
 AB0240
 AB0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0240'1.7 MI W FROM PORT ISABEL.
 AB0240'1.7 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0240'ISABEL, CAMERON COUNTY, AT A LARGE CONCRETE CULVERT, IN THE CENTER OF
 AB0240'THE TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF THE
 AB0240'HIGHWAY, AND 1.5 FEET HIGHER THAN THE HIGHWAY.
 AB0240
 AB0240                          STATION RECOVERY (1963)
 AB0240
 AB0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0240'MARK NOT FOUND.
 AB0240
 AB0240                          STATION RECOVERY (1987)
 AB0240
 AB0240'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0804 ***********************************************************************
 AN0804  DESIGNATION -  P 41
 AN0804  PID         -  AN0804
 AN0804  STATE/COUNTY-  TX/JACKSON
 AN0804  USGS QUAD   -  LOLITA (1995)
 AN0804
 AN0804                         *CURRENT SURVEY CONTROL
 AN0804  ___________________________________________________________________
 AN0804* NAD 83(1986)-  28 50 29.     (N)    096 32 34.     (W)     SCALED    
 AN0804* NAVD 88     -        11.92   (+/-2cm)      39.1    (feet)  VERTCON   
 AN0804  ___________________________________________________________________
 AN0804  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN0804
 AN0804  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0804
 AN0804.The horizontal coordinates were scaled from a topographic map and have
 AN0804.an estimated accuracy of +/- 6 seconds.
 AN0804
 AN0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0804.The vertical order pertains to the NGVD 29 superseded value.
 AN0804
 AN0804.The geoid height was determined by GEOID03.
 AN0804
 AN0804;                    North         East    Units  Estimated Accuracy
 AN0804;SPC TXSC     - 4,114,240.      839,750.      MT  (+/- 180 meters Scaled)
 AN0804
 AN0804                          SUPERSEDED SURVEY CONTROL
 AN0804
 AN0804  NGVD 29 (??/??/92)   12.009  (m)           39.40   (f) ADJ UNCH    1 1
 AN0804
 AN0804.Superseded values are not recommended for survey control.
 AN0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0804.See file dsdata.txt to determine how the superseded data were derived.
 AN0804
 AN0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS397928(NAD 83)
 AN0804_MARKER: DB = BENCH MARK DISK
 AN0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0804_STAMPING: P 41 1918 ELEV 40.226 FT
 AN0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0804+STABILITY: SURFACE MOTION
 AN0804
 AN0804  HISTORY     - Date     Condition        Report By
 AN0804  HISTORY     - 1918     MONUMENTED       CGS
 AN0804  HISTORY     - 1972     GOOD             NGS
 AN0804  HISTORY     - 1978     GOOD             NGS
 AN0804  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0804
 AN0804                          STATION DESCRIPTION
 AN0804
 AN0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0804'IN LOLITA.
 AN0804'AT LOLITA, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND
 AN0804'FARM-TO-MARKET ROAD 616 AND 1593, 86 FEET WEST OF THE CENTER LINE OF
 AN0804'THE ROAD, 46 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 36 FEET
 AN0804'EAST OF THE SECOND TELEPHONE POLE WEST OF MILEPOST 245, 37 FEET
 AN0804'NORTH-NORTHEAST OF THE LOLITA STATION SIGN, 22.6 FEET NORTH OF A
 AN0804'BATTERY BOX, 1/2 FOOT SOUTH OF A FENCE, 1.3 FEET WEST OF A METAL
 AN0804'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN
 AN0804'THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 AN0804
 AN0804                          STATION RECOVERY (1978)
 AN0804
 AN0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0804'RECOVERED IN GOOD CONDITION.
 AN0804
 AN0804                          STATION RECOVERY (1998)
 AN0804
 AN0804'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0240 ***********************************************************************
 BZ0240  DESIGNATION -  P 411
 BZ0240  PID         -  BZ0240
 BZ0240  STATE/COUNTY-  TX/NAVARRO
 BZ0240  USGS QUAD   -  STREETMAN (1982)
 BZ0240
 BZ0240                         *CURRENT SURVEY CONTROL
 BZ0240  ___________________________________________________________________
 BZ0240* NAD 83(1986)-  31 55 34.     (N)    096 15 50.     (W)     SCALED    
 BZ0240* NAVD 88     -       123.860  (meters)     406.36   (feet)  ADJUSTED  
 BZ0240  ___________________________________________________________________
 BZ0240  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ0240  DYNAMIC HT  -         123.715 (meters)     405.89  (feet)  COMP
 BZ0240  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 BZ0240
 BZ0240  VERT ORDER  -  SECOND    CLASS 0
 BZ0240
 BZ0240.The horizontal coordinates were scaled from a topographic map and have
 BZ0240.an estimated accuracy of +/- 6 seconds.
 BZ0240
 BZ0240.The orthometric height was determined by differential leveling
 BZ0240.and adjusted by the National Geodetic Survey in June 1991..
 BZ0240
 BZ0240.The geoid height was determined by GEOID03.
 BZ0240
 BZ0240.The dynamic height is computed by dividing the NAVD 88
 BZ0240.geopotential number by the normal gravity value computed on the
 BZ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0240.degrees latitude (g = 980.6199 gals.).
 BZ0240
 BZ0240.The modeled gravity was interpolated from observed gravity values.
 BZ0240
 BZ0240;                    North         East    Units  Estimated Accuracy
 BZ0240;SPC TXNC     - 2,031,020.      811,460.      MT  (+/- 180 meters Scaled)
 BZ0240
 BZ0240                          SUPERSEDED SURVEY CONTROL
 BZ0240
 BZ0240  NGVD 29 (??/??/92)  123.85   (m)          406.3    (f) COMPUTED    2 0
 BZ0240
 BZ0240.Superseded values are not recommended for survey control.
 BZ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0240.See file dsdata.txt to determine how the superseded data were derived.
 BZ0240
 BZ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA586355(NAD 83)
 BZ0240_MARKER: DB = BENCH MARK DISK
 BZ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0240_STAMPING: P 411 1947
 BZ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0240+STABILITY: SURFACE MOTION
 BZ0240
 BZ0240  HISTORY     - Date     Condition        Report By
 BZ0240  HISTORY     - 1947     MONUMENTED       CGS
 BZ0240  HISTORY     - 1958     MARK NOT FOUND   USGS
 BZ0240
 BZ0240                          STATION DESCRIPTION
 BZ0240
 BZ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0240'3.5 MI W FROM WINKLER.
 BZ0240'3.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WINKLER, 0.1
 BZ0240'MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, AT THE TOP OF
 BZ0240'A HILL AND IN FRONT OF AN OLD ABANDONED FARM HOUSE WHICH HAS A BRICK
 BZ0240'CHIMNEY AT THE WEST END, 36.0 FEET NORTHEAST OF A LONE 2-FOOT OAK
 BZ0240'TREE, 22.0 FEET SOUTH OF THE CENTER OF THE ROAD, 1.7 FOOT EAST OF A
 BZ0240'REFERENCE POST, SET IN A CONCRETE POST AT THE EAST END OF A CURVE,
 BZ0240'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.  NOTE--
 BZ0240'DESCRIBED LOCATION OF BM HAS BEEN COMPLETELY GRADED OFF IN WIDENING
 BZ0240'AND PAVING OF A NEW HIGHWAY.
 BZ0240
 BZ0240                          STATION RECOVERY (1958)
 BZ0240
 BZ0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BZ0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1340 ***********************************************************************
 BL1340  DESIGNATION -  P 412
 BL1340  PID         -  BL1340
 BL1340  STATE/COUNTY-  TX/SAN JACINTO
 BL1340  USGS QUAD   -  BEAR CREEK (1976)
 BL1340
 BL1340                         *CURRENT SURVEY CONTROL
 BL1340  ___________________________________________________________________
 BL1340* NAD 83(1986)-  30 28 59.     (N)    095 11 41.     (W)     SCALED    
 BL1340* NAVD 88     -        86.80   (+/-2cm)     284.8    (feet)  VERTCON   
 BL1340  ___________________________________________________________________
 BL1340  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1340
 BL1340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1340
 BL1340.The horizontal coordinates were scaled from a topographic map and have
 BL1340.an estimated accuracy of +/- 6 seconds.
 BL1340
 BL1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1340.The vertical order pertains to the NGVD 29 superseded value.
 BL1340
 BL1340.The geoid height was determined by GEOID03.
 BL1340
 BL1340;                    North         East    Units  Estimated Accuracy
 BL1340;SPC TX C     - 3,101,890.    1,193,170.      MT  (+/- 180 meters Scaled)
 BL1340
 BL1340                          SUPERSEDED SURVEY CONTROL
 BL1340
 BL1340  NGVD 29 (??/??/92)   86.806  (m)          284.80   (f) ADJ UNCH    2 0
 BL1340
 BL1340.Superseded values are not recommended for survey control.
 BL1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1340.See file dsdata.txt to determine how the superseded data were derived.
 BL1340
 BL1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP893743(NAD 83)
 BL1340_MARKER: DB = BENCH MARK DISK
 BL1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1340_STAMPING: P 412 1947
 BL1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1340+STABILITY: SURFACE MOTION
 BL1340
 BL1340  HISTORY     - Date     Condition        Report By
 BL1340  HISTORY     - 1947     MONUMENTED       CGS
 BL1340
 BL1340                          STATION DESCRIPTION
 BL1340
 BL1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1340'6.3 MI S FROM EVERGREEN.
 BL1340'6.3 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1340'POST OFFICE AT EVERGREEN, IN THE TRIANGLE FORMED BY A ROAD JUNCTION,
 BL1340'82.5 FEET EAST OF THE SOUTHEAST END OF A CONCRETE PIPE CULVERT, 46.0
 BL1340'FEET NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 43.0
 BL1340'FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING NORTHEAST, 42.0 FEET
 BL1340'WEST OF THE CENTER LINE OF THE ROAD WHICH FORMS THE EAST SIDE OF THE
 BL1340'TRIANGLE, 2.0 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BL1340'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1977 ***********************************************************************
 BY1977  DESIGNATION -  P 414
 BY1977  PID         -  BY1977
 BY1977  STATE/COUNTY-  TX/HOUSTON
 BY1977  USGS QUAD   -  WELDON (1972)
 BY1977
 BY1977                         *CURRENT SURVEY CONTROL
 BY1977  ___________________________________________________________________
 BY1977* NAD 83(1986)-  31 07 06.     (N)    095 32 03.     (W)     SCALED    
 BY1977* NAVD 88     -        99.82   (+/-2cm)     327.5    (feet)  VERTCON   
 BY1977  ___________________________________________________________________
 BY1977  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BY1977
 BY1977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1977
 BY1977.The horizontal coordinates were scaled from a topographic map and have
 BY1977.an estimated accuracy of +/- 6 seconds.
 BY1977
 BY1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1977.The vertical order pertains to the NGVD 29 superseded value.
 BY1977
 BY1977.The geoid height was determined by GEOID03.
 BY1977
 BY1977;                    North         East    Units  Estimated Accuracy
 BY1977;SPC TX C     - 3,170,800.    1,157,580.      MT  (+/- 180 meters Scaled)
 BY1977
 BY1977                          SUPERSEDED SURVEY CONTROL
 BY1977
 BY1977  NGVD 29 (??/??/92)   99.833  (m)          327.54   (f) ADJ UNCH    2 0
 BY1977
 BY1977.Superseded values are not recommended for survey control.
 BY1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1977.See file dsdata.txt to determine how the superseded data were derived.
 BY1977
 BY1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ583454(NAD 83)
 BY1977_MARKER: DB = BENCH MARK DISK
 BY1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1977_STAMPING: P 414 1947
 BY1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1977+STABILITY: SURFACE MOTION
 BY1977
 BY1977  HISTORY     - Date     Condition        Report By
 BY1977  HISTORY     - 1947     MONUMENTED       CGS
 BY1977
 BY1977                          STATION DESCRIPTION
 BY1977
 BY1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1977'2.5 MI S FROM POST OAK.
 BY1977'2.5 MILES SOUTH ALONG A DIRT ROAD WHICH LEADS TO WELDON FROM PEARSONS
 BY1977'CHAPEL SCHOOL AT POST OAK, AT THE JUNCTION OF A PRIVATE ROAD LEADING
 BY1977'EAST TO A FARM HOUSE, 66.0 FEET EAST OF THE CENTER OF THE MAIN ROAD,
 BY1977'49.0 FEET NORTH OF AND ACROSS A PRIVATE ROAD FROM A 2 1/2-FOOT OAK
 BY1977'TREE, 38.0 FEET EAST OF A FENCE CORNER POST, 21.0 FEET NORTH OF THE
 BY1977'CENTER OF A PRIVATE ROAD, 12.5 FEET EAST OF A 3-FOOT OAK TREE, 2.0
 BY1977'FEET WEST OF A REFERENCE POST, 1.0 FOOT SOUTH OF AN EAST-WEST NET WIRE
 BY1977'FENCE, SET IN A CONCRETE POST ABOUT 6 FEET ABOVE THE ROAD AND
 BY1977'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1729 ***********************************************************************
 BY1729  DESIGNATION -  P 415
 BY1729  PID         -  BY1729
 BY1729  STATE/COUNTY-  TX/LEON
 BY1729  USGS QUAD   -  FLO (1964)
 BY1729
 BY1729                         *CURRENT SURVEY CONTROL
 BY1729  ___________________________________________________________________
 BY1729* NAD 83(1986)-  31 23 49.     (N)    095 52 52.     (W)     SCALED    
 BY1729* NAVD 88     -       122.11   (+/-2cm)     400.6    (feet)  VERTCON   
 BY1729  ___________________________________________________________________
 BY1729  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BY1729
 BY1729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1729
 BY1729.The horizontal coordinates were scaled from a topographic map and have
 BY1729.an estimated accuracy of +/- 6 seconds.
 BY1729
 BY1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1729.The vertical order pertains to the NGVD 29 superseded value.
 BY1729
 BY1729.The geoid height was determined by GEOID03.
 BY1729
 BY1729;                    North         East    Units  Estimated Accuracy
 BY1729;SPC TX C     - 3,200,280.    1,123,280.      MT  (+/- 180 meters Scaled)
 BY1729
 BY1729                          SUPERSEDED SURVEY CONTROL
 BY1729
 BY1729  NGVD 29 (??/??/92)  122.081  (m)          400.53   (f) ADJ UNCH    2 0
 BY1729
 BY1729.Superseded values are not recommended for survey control.
 BY1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1729.See file dsdata.txt to determine how the superseded data were derived.
 BY1729
 BY1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ260771(NAD 83)
 BY1729_MARKER: DB = BENCH MARK DISK
 BY1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1729_STAMPING: P 415 1947
 BY1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1729+STABILITY: SURFACE MOTION
 BY1729
 BY1729  HISTORY     - Date     Condition        Report By
 BY1729  HISTORY     - 1947     MONUMENTED       CGS
 BY1729  HISTORY     - 1970     GOOD             NGS
 BY1729
 BY1729                          STATION DESCRIPTION
 BY1729
 BY1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BY1729'2.85 MI SE FROM FLO.
 BY1729'THIS BENCH MARK WAS FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL
 BY1729'DESCRIPTION IS NOW OBSOLETE AS THE RUSSELL COMMUNITY HAS BEEN ABANDON.
 BY1729'A COMPLETE DESCRIPTION FOLLOWS-- ABOUT 2.85 MILES SOUTHEAST ALONG FM
 BY1729'HIGHWAY 1511 FROM THE JUNCTION OF FM HIGHWAYS 831 AND 1511 IN THE
 BY1729'VILLAGE OF FLO TO SITE OF BENCH MARK, 84 FEET NORTH OF AND ACROSS THE
 BY1729'ROAD FROM A LARGE HICKORY TREE, 40 FEET NORTHEAST OF THE HIGHWAY
 BY1729'CENTER LINE, AND 1 FOOT WEST OF A METAL WITNESS POST.  A STANDARD DISK
 BY1729'SET IN A 6 X 6 IN. CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1692 ***********************************************************************
 BY1692  DESIGNATION -  P 416 RESET 1954
 BY1692  PID         -  BY1692
 BY1692  STATE/COUNTY-  TX/LEON
 BY1692  USGS QUAD   -  CENTERVILLE (1964)
 BY1692
 BY1692                         *CURRENT SURVEY CONTROL
 BY1692  ___________________________________________________________________
 BY1692* NAD 83(1986)-  31 21 53.     (N)    095 59 07.     (W)     SCALED    
 BY1692* NAVD 88     -       119.09   (+/-2cm)     390.7    (feet)  VERTCON   
 BY1692  ___________________________________________________________________
 BY1692  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY1692
 BY1692  VERT ORDER  -  THIRD (See Below)
 BY1692
 BY1692.The horizontal coordinates were scaled from a topographic map and have
 BY1692.an estimated accuracy of +/- 6 seconds.
 BY1692
 BY1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1692.The vertical order pertains to the NGVD 29 superseded value.
 BY1692
 BY1692.The geoid height was determined by GEOID03.
 BY1692
 BY1692;                    North         East    Units  Estimated Accuracy
 BY1692;SPC TX C     - 3,196,320.    1,113,520.      MT  (+/- 180 meters Scaled)
 BY1692
 BY1692                          SUPERSEDED SURVEY CONTROL
 BY1692
 BY1692  NGVD 29 (??/??/??)  119.06   (m)          390.6    (f) RESET       3  
 BY1692
 BY1692.Superseded values are not recommended for survey control.
 BY1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1692.See file dsdata.txt to determine how the superseded data were derived.
 BY1692
 BY1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ160738(NAD 83)
 BY1692_MARKER: DB = BENCH MARK DISK
 BY1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1692_STAMPING: P 416 RESET 1954
 BY1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1692+STABILITY: SURFACE MOTION
 BY1692
 BY1692  HISTORY     - Date     Condition        Report By
 BY1692  HISTORY     - 1954     MONUMENTED       CGS
 BY1692
 BY1692                          STATION DESCRIPTION
 BY1692
 BY1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BY1692'9.0 MI SE FROM BUFFALO.
 BY1692'ABOUT 9 MILES SOUTHEAST OF BUFFALO IN THE TIMBERED SAND HILLS AND 1.9
 BY1692'MILES WEST OF OLD MIDWAY SCHOOL SITE.  REACHED FROM BUFFALO BY GOING
 BY1692'SOUTH ON HIGHWAY 75, 8.0 MILES AND THEN EAST ON F.M.NO.1618, 1.0 MILE
 BY1692'TO THE MARK ABOUT 100 YARDS SOUTH OF THE HIGHWAY.  A STANDARD DISK
 BY1692'STAMPED P 416 RESET 1954 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS
 BY1692'ABOUT 5 INCHES, 20 FEET NORTHEAST OF A 15 INCH TREE IN THE FENCE LINE
 BY1692'WHICH IS THE CORNER TREE OF THE TIMBERED AREA TO THE EAST AND SOUTH,
 BY1692'25 FEET NORTH OF A 30 INCH OAK WHICH HAS A WIDE TRUNK BASE AND ABOUT
 BY1692'90 FEET SOUTHWEST OF A BRACED POWER POLE HAVING A SMALL TRANSFORMER
 BY1692'NEAR THE TOP.  IT IS 2 FEET WEST OF A 4 X 4 WITNESS POLE AND ABOUT 1.0
 BY1692'MILE WEST OF A HOUSE IN THE TIMBER ON THE SOUTH SIDE OF THE HIGHWAY.
 BY1692'IT IS IN THE SOUTH EDGE OF AND OLD CULTIVATED FIELD, NOW BARREN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1739 ***********************************************************************
 BY1739  DESIGNATION -  P 417
 BY1739  PID         -  BY1739
 BY1739  STATE/COUNTY-  TX/LEON
 BY1739  USGS QUAD   -  CENTERVILLE (1964)
 BY1739
 BY1739                         *CURRENT SURVEY CONTROL
 BY1739  ___________________________________________________________________
 BY1739* NAD 83(1986)-  31 20 29.     (N)    095 53 06.     (W)     SCALED    
 BY1739* NAVD 88     -       102.19   (+/-2cm)     335.3    (feet)  VERTCON   
 BY1739  ___________________________________________________________________
 BY1739  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY1739
 BY1739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1739
 BY1739.The horizontal coordinates were scaled from a topographic map and have
 BY1739.an estimated accuracy of +/- 6 seconds.
 BY1739
 BY1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1739.The vertical order pertains to the NGVD 29 superseded value.
 BY1739
 BY1739.The geoid height was determined by GEOID03.
 BY1739
 BY1739;                    North         East    Units  Estimated Accuracy
 BY1739;SPC TX C     - 3,194,120.    1,123,160.      MT  (+/- 180 meters Scaled)
 BY1739
 BY1739                          SUPERSEDED SURVEY CONTROL
 BY1739
 BY1739  NGVD 29 (??/??/92)  102.157  (m)          335.16   (f) ADJ UNCH    2 0
 BY1739
 BY1739.Superseded values are not recommended for survey control.
 BY1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1739.See file dsdata.txt to determine how the superseded data were derived.
 BY1739
 BY1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ255710(NAD 83)
 BY1739_MARKER: DB = BENCH MARK DISK
 BY1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1739_STAMPING: P 417 1947
 BY1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1739+STABILITY: SURFACE MOTION
 BY1739
 BY1739  HISTORY     - Date     Condition        Report By
 BY1739  HISTORY     - 1947     MONUMENTED       CGS
 BY1739
 BY1739                          STATION DESCRIPTION
 BY1739
 BY1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1739'4.6 MI SW FROM RUSSELL.
 BY1739'TO REACH FROM THE POST OFFICE AT RUSSELL GO SOUTHWEST 4.6 MILES ALONG
 BY1739'A DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 80 YARDS SOUTHWEST OF
 BY1739'A FARMHOUSE, 25.5 FEET NORTH OF A FENCE CORNER, 19.0 FEET NORTHWEST OF
 BY1739'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 17.4 FEET WEST OF A
 BY1739'TWENTY INCH OAK TREE, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT NORTH OF A
 BY1739'4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1739'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0381 ***********************************************************************
 BZ0381  DESIGNATION -  P 418
 BZ0381  PID         -  BZ0381
 BZ0381  STATE/COUNTY-  TX/LEON
 BZ0381  USGS QUAD   -  BUFFALO (1982)
 BZ0381
 BZ0381                         *CURRENT SURVEY CONTROL
 BZ0381  ___________________________________________________________________
 BZ0381* NAD 83(1986)-  31 25 43.     (N)    096 05 37.     (W)     SCALED    
 BZ0381* NAVD 88     -       126.320  (meters)     414.43   (feet)  ADJUSTED  
 BZ0381  ___________________________________________________________________
 BZ0381  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0381  DYNAMIC HT  -         126.164 (meters)     413.92  (feet)  COMP
 BZ0381  MODELED GRAV-     979,405.2   (mgal)                       NAVD 88
 BZ0381
 BZ0381  VERT ORDER  -  SECOND    CLASS 0
 BZ0381
 BZ0381.The horizontal coordinates were scaled from a topographic map and have
 BZ0381.an estimated accuracy of +/- 6 seconds.
 BZ0381
 BZ0381.The orthometric height was determined by differential leveling
 BZ0381.and adjusted by the National Geodetic Survey in June 1991..
 BZ0381
 BZ0381.The geoid height was determined by GEOID03.
 BZ0381
 BZ0381.The dynamic height is computed by dividing the NAVD 88
 BZ0381.geopotential number by the normal gravity value computed on the
 BZ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0381.degrees latitude (g = 980.6199 gals.).
 BZ0381
 BZ0381.The modeled gravity was interpolated from observed gravity values.
 BZ0381
 BZ0381;                    North         East    Units  Estimated Accuracy
 BZ0381;SPC TX C     - 3,203,000.    1,102,960.      MT  (+/- 180 meters Scaled)
 BZ0381
 BZ0381                          SUPERSEDED SURVEY CONTROL
 BZ0381
 BZ0381  NGVD 29 (??/??/92)  126.300  (m)          414.37   (f) ADJ UNCH    2 0
 BZ0381
 BZ0381.Superseded values are not recommended for survey control.
 BZ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0381.See file dsdata.txt to determine how the superseded data were derived.
 BZ0381
 BZ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV762807(NAD 83)
 BZ0381_MARKER: DB = BENCH MARK DISK
 BZ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0381_STAMPING: P 418 1947
 BZ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0381+STABILITY: SURFACE MOTION
 BZ0381
 BZ0381  HISTORY     - Date     Condition        Report By
 BZ0381  HISTORY     - 1947     MONUMENTED       CGS
 BZ0381  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0381
 BZ0381                          STATION DESCRIPTION
 BZ0381
 BZ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0381'3.4 MI SW FROM BUFFALO.
 BZ0381'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 3.4 MILES ALONG
 BZ0381'U.S. HIGHWAY NO.79 TO SITE OF MARK, BENCH MARK IS ABOUT 60 YARDS
 BZ0381'NORTHEAST OF A FARMHOUSE, 50.8 FEET NORTHWEST OF AND ABOUT LEVEL WITH
 BZ0381'THE CENTER LINE OF THE HIGHWAY, 39.0 FEET SOUTHEAST OF A TWENTYFOUR
 BZ0381'INCH OAK TREE, 34.6 FEET NORTH OF A FENCE CORNER, 0.5 FOOT NORTHWEST
 BZ0381'OF A FENCE AND 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE
 BZ0381'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BZ0381'2 INCHES ABOVE GROUND.
 BZ0381
 BZ0381                          STATION RECOVERY (1980)
 BZ0381
 BZ0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1745 ***********************************************************************
 BY1745  DESIGNATION -  P 419
 BY1745  PID         -  BY1745
 BY1745  STATE/COUNTY-  TX/LEON
 BY1745  USGS QUAD   -  EUNICE (1964)
 BY1745
 BY1745                         *CURRENT SURVEY CONTROL
 BY1745  ___________________________________________________________________
 BY1745* NAD 83(1986)-  31 16 40.     (N)    095 51 34.     (W)     SCALED    
 BY1745* NAVD 88     -       114.61   (+/-2cm)     376.0    (feet)  VERTCON   
 BY1745  ___________________________________________________________________
 BY1745  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BY1745
 BY1745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1745
 BY1745.The horizontal coordinates were scaled from a topographic map and have
 BY1745.an estimated accuracy of +/- 6 seconds.
 BY1745
 BY1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1745.The vertical order pertains to the NGVD 29 superseded value.
 BY1745
 BY1745.The geoid height was determined by GEOID03.
 BY1745
 BY1745;                    North         East    Units  Estimated Accuracy
 BY1745;SPC TX C     - 3,187,170.    1,125,870.      MT  (+/- 180 meters Scaled)
 BY1745
 BY1745                          SUPERSEDED SURVEY CONTROL
 BY1745
 BY1745  NGVD 29 (??/??/92)  114.590  (m)          375.95   (f) ADJ UNCH    2 0
 BY1745
 BY1745.Superseded values are not recommended for survey control.
 BY1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1745.See file dsdata.txt to determine how the superseded data were derived.
 BY1745
 BY1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ277639(NAD 83)
 BY1745_MARKER: DB = BENCH MARK DISK
 BY1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1745_STAMPING: P 419 1947
 BY1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1745+STABILITY: SURFACE MOTION
 BY1745
 BY1745  HISTORY     - Date     Condition        Report By
 BY1745  HISTORY     - 1947     MONUMENTED       CGS
 BY1745
 BY1745                          STATION DESCRIPTION
 BY1745
 BY1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1745'3.5 MI NW FROM CENTERVIEW.
 BY1745'TO REACH FROM THE CENTERVIEW HIGH SCHOOL AT CENTERVIEW GO NORTHWEST
 BY1745'2.5 MILES ALONG A GRADED DIRT ROAD, THENCE WESTERLY 1.0 MILE ALONG A
 BY1745'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 104.5 FEET SOUTHEAST
 BY1745'OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 30.0 FEET NORTH OF AND ABOUT
 BY1745'LEVEL WITH THE CENTER LINE OF THE ROAD, 7.0 FEET NORTHWEST OF A TEN
 BY1745'INCH OAK TREE AND FENCE CORNER, 2.5 FEET SOUTHWEST OF A FENCE AND 1.5
 BY1745'FEET SOUTHEAST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET
 BY1745'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 BY1745'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1885 ***********************************************************************
 BY1885  DESIGNATION -  P 420
 BY1885  PID         -  BY1885
 BY1885  STATE/COUNTY-  TX/LEON
 BY1885  USGS QUAD   -  LEONA (1964)
 BY1885
 BY1885                         *CURRENT SURVEY CONTROL
 BY1885  ___________________________________________________________________
 BY1885* NAD 83(1986)-  31 09 24.     (N)    095 53 57.     (W)     SCALED    
 BY1885* NAVD 88     -        85.95   (+/-2cm)     282.0    (feet)  VERTCON   
 BY1885  ___________________________________________________________________
 BY1885  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BY1885
 BY1885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1885
 BY1885.The horizontal coordinates were scaled from a topographic map and have
 BY1885.an estimated accuracy of +/- 6 seconds.
 BY1885
 BY1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1885.The vertical order pertains to the NGVD 29 superseded value.
 BY1885
 BY1885.The geoid height was determined by GEOID03.
 BY1885
 BY1885;                    North         East    Units  Estimated Accuracy
 BY1885;SPC TX C     - 3,173,600.    1,122,630.      MT  (+/- 180 meters Scaled)
 BY1885
 BY1885                          SUPERSEDED SURVEY CONTROL
 BY1885
 BY1885  NGVD 29 (??/??/92)   85.937  (m)          281.94   (f) ADJ UNCH    2 0
 BY1885
 BY1885.Superseded values are not recommended for survey control.
 BY1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1885.See file dsdata.txt to determine how the superseded data were derived.
 BY1885
 BY1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ236505(NAD 83)
 BY1885_MARKER: DB = BENCH MARK DISK
 BY1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1885_STAMPING: P 420 1947
 BY1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1885+STABILITY: SURFACE MOTION
 BY1885
 BY1885  HISTORY     - Date     Condition        Report By
 BY1885  HISTORY     - 1947     MONUMENTED       CGS
 BY1885
 BY1885                          STATION DESCRIPTION
 BY1885
 BY1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1885'3.1 MI SW FROM MIDDLETON.
 BY1885'TO REACH FROM THE POST OFFICE AT MIDDLETON GO SOUTH 1.2 MILES ALONG A
 BY1885'GRADED DIRT ROAD, THENCE WESTERLY 1.9 MILES ALONG A GRADED DIRT ROAD
 BY1885'TO SITE OF MARK, BENCH MARK IS ABOUT 90 YARDS SOUTH OF A FARMHOUSE,
 BY1885'35.5 FEET SOUTHWEST OF A TEN INCH OAK TREE AND FENCE CORNER, 34.0 FEET
 BY1885'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 24.9
 BY1885'FEET NORTHEAST OF A FOURTEEN INCH OAK TREE, 3.0 FEET NORTH OF A FENCE
 BY1885'AND 1.5 FEET EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY1885'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BY1885'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0304 ***********************************************************************
 BZ0304  DESIGNATION -  P 421
 BZ0304  PID         -  BZ0304
 BZ0304  STATE/COUNTY-  TX/FREESTONE
 BZ0304  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0304
 BZ0304                         *CURRENT SURVEY CONTROL
 BZ0304  ___________________________________________________________________
 BZ0304* NAD 83(1986)-  31 54 20.     (N)    096 02 46.     (W)     SCALED    
 BZ0304* NAVD 88     -        75.378  (meters)     247.30   (feet)  ADJUSTED  
 BZ0304  ___________________________________________________________________
 BZ0304  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BZ0304  DYNAMIC HT  -          75.289 (meters)     247.01  (feet)  COMP
 BZ0304  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 BZ0304
 BZ0304  VERT ORDER  -  SECOND    CLASS 0
 BZ0304
 BZ0304.The horizontal coordinates were scaled from a topographic map and have
 BZ0304.an estimated accuracy of +/- 6 seconds.
 BZ0304
 BZ0304.The orthometric height was determined by differential leveling
 BZ0304.and adjusted by the National Geodetic Survey in June 1991..
 BZ0304
 BZ0304.The geoid height was determined by GEOID03.
 BZ0304
 BZ0304.The dynamic height is computed by dividing the NAVD 88
 BZ0304.geopotential number by the normal gravity value computed on the
 BZ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0304.degrees latitude (g = 980.6199 gals.).
 BZ0304
 BZ0304.The modeled gravity was interpolated from observed gravity values.
 BZ0304
 BZ0304;                    North         East    Units  Estimated Accuracy
 BZ0304;SPC TX C     - 3,256,020.    1,105,430.      MT  (+/- 180 meters Scaled)
 BZ0304
 BZ0304                          SUPERSEDED SURVEY CONTROL
 BZ0304
 BZ0304  NGVD 29 (??/??/92)   75.375  (m)          247.29   (f) ADJ UNCH    2 0
 BZ0304
 BZ0304.Superseded values are not recommended for survey control.
 BZ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0304.See file dsdata.txt to determine how the superseded data were derived.
 BZ0304
 BZ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA793337(NAD 83)
 BZ0304_MARKER: DB = BENCH MARK DISK
 BZ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0304_STAMPING: P 421 1947
 BZ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0304+STABILITY: SURFACE MOTION
 BZ0304
 BZ0304  HISTORY     - Date     Condition        Report By
 BZ0304  HISTORY     - 1947     MONUMENTED       CGS
 BZ0304
 BZ0304                          STATION DESCRIPTION
 BZ0304
 BZ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0304'5.3 MI N FROM YOUNG.
 BZ0304'5.3 MILES NORTH ALONG A DIRT ROAD FROM THE GENERAL STORE AT YOUNG, 1.9
 BZ0304'MILE NORTHEAST ALONG A DIRT ROAD FROM THE AMERADA OIL COMPANY
 BZ0304'HEADQUARTERS, 300.0 FEET NORTHEAST OF THE MOST NORTHEASTERLY ONE OF
 BZ0304'TWO 3-FOOT IRON PIPE CULVERTS UNDER THE ROAD WHICH ARE ABOUT 100 FEET
 BZ0304'APART, 27.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 19.8 FEET NORTH
 BZ0304'OF A RAILROAD SPIKE DRIVEN IN A TRIANGULAR BLAZE ON A 2 1/2-FOOT OAK
 BZ0304'TREE, 2.3 FEET NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST
 BZ0304'ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0697 ***********************************************************************
 CS0697  DESIGNATION -  P 422
 CS0697  PID         -  CS0697
 CS0697  STATE/COUNTY-  TX/NAVARRO
 CS0697  USGS QUAD   -  GOODLOW PARK (1978)
 CS0697
 CS0697                         *CURRENT SURVEY CONTROL
 CS0697  ___________________________________________________________________
 CS0697* NAD 83(1986)-  32 04 01.     (N)    096 08 30.     (W)     SCALED    
 CS0697* NAVD 88     -       103.869  (meters)     340.78   (feet)  ADJUSTED  
 CS0697  ___________________________________________________________________
 CS0697  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0697  DYNAMIC HT  -         103.748 (meters)     340.38  (feet)  COMP
 CS0697  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 CS0697
 CS0697  VERT ORDER  -  SECOND    CLASS 0
 CS0697
 CS0697.The horizontal coordinates were scaled from a topographic map and have
 CS0697.an estimated accuracy of +/- 6 seconds.
 CS0697
 CS0697.The orthometric height was determined by differential leveling
 CS0697.and adjusted by the National Geodetic Survey in June 1991..
 CS0697
 CS0697.The geoid height was determined by GEOID03.
 CS0697
 CS0697.The dynamic height is computed by dividing the NAVD 88
 CS0697.geopotential number by the normal gravity value computed on the
 CS0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0697.degrees latitude (g = 980.6199 gals.).
 CS0697
 CS0697.The modeled gravity was interpolated from observed gravity values.
 CS0697
 CS0697;                    North         East    Units  Estimated Accuracy
 CS0697;SPC TXNC     - 2,046,890.      822,670.      MT  (+/- 180 meters Scaled)
 CS0697
 CS0697                          SUPERSEDED SURVEY CONTROL
 CS0697
 CS0697  NGVD 29 (??/??/92)  103.871  (m)          340.78   (f) ADJ UNCH    2 0
 CS0697
 CS0697.Superseded values are not recommended for survey control.
 CS0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0697.See file dsdata.txt to determine how the superseded data were derived.
 CS0697
 CS0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA698514(NAD 83)
 CS0697_MARKER: DB = BENCH MARK DISK
 CS0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0697_STAMPING: P 422 1947
 CS0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0697+STABILITY: SURFACE MOTION
 CS0697
 CS0697  HISTORY     - Date     Condition        Report By
 CS0697  HISTORY     - 1947     MONUMENTED       CGS
 CS0697
 CS0697                          STATION DESCRIPTION
 CS0697
 CS0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0697'1.8 MI NW FROM RURAL SHADE.
 CS0697'0.4 OF A MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE RURAL SHADE
 CS0697'ELEMENTARY SCHOOL, THENCE 1.4 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 CS0697'TO THE SITE OF THE BENCH MARK.  THE MARK IS 85 YARDS WEST OF A
 CS0697'FARMHOUSE, 67 YARDS NORTHWEST OF A WOODEN BRIDGE, 26 FEET SOUTHWEST OF
 CS0697'AND 1 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF
 CS0697'A POLE USED AS A BRACE FOR A POWER LINE POLE, AND 3 FEET SOUTHEAST OF
 CS0697'A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS0697'AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0813 ***********************************************************************
 GL0813  DESIGNATION -  P 423
 GL0813  PID         -  GL0813
 GL0813  STATE/COUNTY-  TX/DALLAM
 GL0813  USGS QUAD   -  SEDAN NE (1970)
 GL0813
 GL0813                         *CURRENT SURVEY CONTROL
 GL0813  ___________________________________________________________________
 GL0813* NAD 83(1986)-  36 11 26.     (N)    103 02 27.     (W)     SCALED    
 GL0813* NAVD 88     -      1384.720  (meters)    4543.04   (feet)  ADJUSTED  
 GL0813  ___________________________________________________________________
 GL0813  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 GL0813  DYNAMIC HT  -        1383.084 (meters)    4537.67  (feet)  COMP
 GL0813  MODELED GRAV-     979,402.7   (mgal)                       NAVD 88
 GL0813
 GL0813  VERT ORDER  -  SECOND    CLASS 0
 GL0813
 GL0813.The horizontal coordinates were scaled from a topographic map and have
 GL0813.an estimated accuracy of +/- 6 seconds.
 GL0813
 GL0813.The orthometric height was determined by differential leveling
 GL0813.and adjusted by the National Geodetic Survey in June 1991..
 GL0813
 GL0813.The geoid height was determined by GEOID03.
 GL0813
 GL0813.The dynamic height is computed by dividing the NAVD 88
 GL0813.geopotential number by the normal gravity value computed on the
 GL0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0813.degrees latitude (g = 980.6199 gals.).
 GL0813
 GL0813.The modeled gravity was interpolated from observed gravity values.
 GL0813
 GL0813;                    North         East    Units  Estimated Accuracy
 GL0813;SPC TX N     - 1,244,100.       61,410.      MT  (+/- 180 meters Scaled)
 GL0813
 GL0813                          SUPERSEDED SURVEY CONTROL
 GL0813
 GL0813  NGVD 29 (??/??/92) 1384.048  (m)         4540.83   (f) ADJ UNCH    2 0
 GL0813
 GL0813.Superseded values are not recommended for survey control.
 GL0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0813.See file dsdata.txt to determine how the superseded data were derived.
 GL0813
 GL0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA761068(NAD 83)
 GL0813_MARKER: DB = BENCH MARK DISK
 GL0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0813_STAMPING: P 423 1955
 GL0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0813+STABILITY: SURFACE MOTION
 GL0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0813+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0813
 GL0813  HISTORY     - Date     Condition        Report By
 GL0813  HISTORY     - 1955     MONUMENTED       CGS
 GL0813  HISTORY     - 20050806 GOOD             USPSQD
 GL0813
 GL0813                          STATION DESCRIPTION
 GL0813
 GL0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0813'13.5 MI S FROM TEXLINE.
 GL0813'13.5 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0813'CITY RAILROAD STATION AT TEXLINE, 0.1 MILE NORTHWEST OF A STUCCO
 GL0813'HOUSE, 49 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 21.6 FEET
 GL0813'SOUTH OF A CONCRETE RIGHT OF WAY MARKER, 2.5 FEET WEST OF A FENCE, 2
 GL0813'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0813'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL0813
 GL0813                          STATION RECOVERY (2005)
 GL0813
 GL0813'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0813'THE POST HAS ABOUT 8 INCHES SHOWING ABOVE THE GROUND.  THE FARMER
 GL0813'KEEPS THE GRASS TRIMMED AWAY FROM THE MARK MAKING IT VERY EASY TO
 GL0813'SPOT. THERE IS NOW WITNESS POST SHOWING FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0204 ***********************************************************************
 FL0204  DESIGNATION -  P 426
 FL0204  PID         -  FL0204
 FL0204  STATE/COUNTY-  TX/COLLINGSWORTH
 FL0204  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0204
 FL0204                         *CURRENT SURVEY CONTROL
 FL0204  ___________________________________________________________________
 FL0204* NAD 83(1986)-  35 08 15.     (N)    100 14 45.     (W)     SCALED    
 FL0204* NAVD 88     -       635.153  (meters)    2083.83   (feet)  ADJUSTED  
 FL0204  ___________________________________________________________________
 FL0204  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0204  DYNAMIC HT  -         634.490 (meters)    2081.66  (feet)  COMP
 FL0204  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 FL0204
 FL0204  VERT ORDER  -  SECOND    CLASS 0
 FL0204
 FL0204.The horizontal coordinates were scaled from a topographic map and have
 FL0204.an estimated accuracy of +/- 6 seconds.
 FL0204
 FL0204.The orthometric height was determined by differential leveling
 FL0204.and adjusted by the National Geodetic Survey in June 1991..
 FL0204
 FL0204.The geoid height was determined by GEOID03.
 FL0204
 FL0204.The dynamic height is computed by dividing the NAVD 88
 FL0204.geopotential number by the normal gravity value computed on the
 FL0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0204.degrees latitude (g = 980.6199 gals.).
 FL0204
 FL0204.The modeled gravity was interpolated from observed gravity values.
 FL0204
 FL0204;                    North         East    Units  Estimated Accuracy
 FL0204;SPC TX N     - 1,126,920.      314,290.      MT  (+/- 180 meters Scaled)
 FL0204
 FL0204                          SUPERSEDED SURVEY CONTROL
 FL0204
 FL0204  NGVD 29 (??/??/92)  634.872  (m)         2082.91   (f) ADJ UNCH    2 0
 FL0204
 FL0204.Superseded values are not recommended for survey control.
 FL0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0204.See file dsdata.txt to determine how the superseded data were derived.
 FL0204
 FL0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD865890(NAD 83)
 FL0204_MARKER: DB = BENCH MARK DISK
 FL0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0204_SP_SET: ABUTMENT
 FL0204_STAMPING: P 426 1934
 FL0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0204
 FL0204  HISTORY     - Date     Condition        Report By
 FL0204  HISTORY     - 1934     MONUMENTED       CGS
 FL0204  HISTORY     - 1953     GOOD             NGS
 FL0204  HISTORY     - 1984     GOOD             NGS
 FL0204
 FL0204                          STATION DESCRIPTION
 FL0204
 FL0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0204'5.75 MI S FROM SHAMROCK.
 FL0204'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0204'FROM THE STATION AT SHAMROCK, THENCE 5.6 MILES SOUTH ALONG U.S.
 FL0204'HIGHWAY 83, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 FL0204'TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE OVER
 FL0204'ELM CREEK.
 FL0204
 FL0204                          STATION RECOVERY (1984)
 FL0204
 FL0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2090 ***********************************************************************
 FL2090  DESIGNATION -  P 426 RESET
 FL2090  PID         -  FL2090
 FL2090  STATE/COUNTY-  TX/COLLINGSWORTH
 FL2090  USGS QUAD   -  SHAMROCK EAST (1978)
 FL2090
 FL2090                         *CURRENT SURVEY CONTROL
 FL2090  ___________________________________________________________________
 FL2090* NAD 83(1986)-  35 08 15.     (N)    100 14 45.     (W)     SCALED    
 FL2090* NAVD 88     -       646.34   (+/-2cm)    2120.5    (feet)  VERTCON   
 FL2090  ___________________________________________________________________
 FL2090  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL2090
 FL2090  VERT ORDER  -  THIRD (See Below)
 FL2090
 FL2090.The horizontal coordinates were scaled from a topographic map and have
 FL2090.an estimated accuracy of +/- 6 seconds.
 FL2090
 FL2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL2090.The vertical order pertains to the NGVD 29 superseded value.
 FL2090
 FL2090.The geoid height was determined by GEOID03.
 FL2090
 FL2090;                    North         East    Units  Estimated Accuracy
 FL2090;SPC TX N     - 1,126,920.      314,290.      MT  (+/- 180 meters Scaled)
 FL2090
 FL2090                          SUPERSEDED SURVEY CONTROL
 FL2090
 FL2090  NGVD 29 (01/29/03)  646.06   (m)         2119.6    (f) RESET       3  
 FL2090
 FL2090.Superseded values are not recommended for survey control.
 FL2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2090.See file dsdata.txt to determine how the superseded data were derived.
 FL2090
 FL2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD865890(NAD 83)
 FL2090_MARKER: DV = VERTICAL CONTROL DISK
 FL2090_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FL2090_SP_SET: BRIDGE WINGWALL
 FL2090_STAMPING: P 426 RESET 1984
 FL2090_MARK LOGO: NGS   
 FL2090_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL2090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL2090
 FL2090  HISTORY     - Date     Condition        Report By
 FL2090  HISTORY     - 1984     MONUMENTED       NGS
 FL2090
 FL2090                          STATION DESCRIPTION
 FL2090
 FL2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL2090'8.96 KM (5.55 MI) SOUTH ALONG US HIGHWAY 83 FROM THE INTERSECTION WITH
 FL2090'OLD US HIGHWAY 66 IN SHAMROCK, AT A NEW BRIDGE OVER ELM CREEK, IN THE
 FL2090'WEST END OF THE SOUTH WALL, 6.40 M (21.00 FT) WEST OF THE CENTERLINE
 FL2090'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0209 ***********************************************************************
 EN0209  DESIGNATION -  P 428
 EN0209  PID         -  EN0209
 EN0209  STATE/COUNTY-  TX/DONLEY
 EN0209  USGS QUAD   -  CLARENDON SW (1963)
 EN0209
 EN0209                         *CURRENT SURVEY CONTROL
 EN0209  ___________________________________________________________________
 EN0209* NAD 83(1986)-  34 52 26.     (N)    100 52 38.     (W)     SCALED    
 EN0209* NAVD 88     -       871.876  (meters)    2860.48   (feet)  ADJUSTED  
 EN0209  ___________________________________________________________________
 EN0209  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EN0209  DYNAMIC HT  -         870.856 (meters)    2857.13  (feet)  COMP
 EN0209  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 EN0209
 EN0209  VERT ORDER  -  SECOND    CLASS 0
 EN0209
 EN0209.The horizontal coordinates were scaled from a topographic map and have
 EN0209.an estimated accuracy of +/- 6 seconds.
 EN0209
 EN0209.The orthometric height was determined by differential leveling
 EN0209.and adjusted by the National Geodetic Survey in June 1991..
 EN0209
 EN0209.The geoid height was determined by GEOID03.
 EN0209
 EN0209.The dynamic height is computed by dividing the NAVD 88
 EN0209.geopotential number by the normal gravity value computed on the
 EN0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0209.degrees latitude (g = 980.6199 gals.).
 EN0209
 EN0209.The modeled gravity was interpolated from observed gravity values.
 EN0209
 EN0209;                    North         East    Units  Estimated Accuracy
 EN0209;SPC TX N     - 1,097,130.      256,940.      MT  (+/- 180 meters Scaled)
 EN0209
 EN0209                          SUPERSEDED SURVEY CONTROL
 EN0209
 EN0209  NGVD 29 (??/??/92)  871.462  (m)         2859.12   (f) ADJ UNCH    2 0
 EN0209
 EN0209.Superseded values are not recommended for survey control.
 EN0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0209.See file dsdata.txt to determine how the superseded data were derived.
 EN0209
 EN0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD284606(NAD 83)
 EN0209_MARKER: DB = BENCH MARK DISK
 EN0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0209_STAMPING: P 428 1934
 EN0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0209+STABILITY: SURFACE MOTION
 EN0209
 EN0209  HISTORY     - Date     Condition        Report By
 EN0209  HISTORY     - 1934     MONUMENTED       CGS
 EN0209  HISTORY     - 1941     GOOD             LOCENG
 EN0209  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0209
 EN0209                          STATION DESCRIPTION
 EN0209
 EN0209'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 EN0209'4.1 MI S FROM CLARENDON.
 EN0209'4.1 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF U.S.
 EN0209'HIGHWAY 287 AT CLARENDON, DONLEY COUNTY, 0.3 MILE WEST ALONG AN
 EN0209'EAST-AND-WEST COUNTY ROAD.  AT THE NORTHWEST CORNER OF A RIGHT ANGLE
 EN0209'TURN (WHERE THE EAST-AND-WEST COUNTY ROAD TURNS SOUTH), AND 2 FEET
 EN0209'EAST AND 2 FEET NORTH OF AN OLD FENCE CORNER.  AND SET IN THE TOP OF A
 EN0209'CONCRETE POST.
 EN0209
 EN0209                          STATION RECOVERY (1984)
 EN0209
 EN0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0227 ***********************************************************************
 EO0227  DESIGNATION -  P 429
 EO0227  PID         -  EO0227
 EO0227  STATE/COUNTY-  TX/PARMER
 EO0227  USGS QUAD   -  PARMERTON (1965)
 EO0227
 EO0227                         *CURRENT SURVEY CONTROL
 EO0227  ___________________________________________________________________
 EO0227* NAD 83(1986)-  34 31 27.     (N)    102 49 27.     (W)     SCALED    
 EO0227* NAVD 88     -      1243.630  (meters)    4080.14   (feet)  ADJUSTED  
 EO0227  ___________________________________________________________________
 EO0227  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 EO0227  DYNAMIC HT  -        1242.014 (meters)    4074.84  (feet)  COMP
 EO0227  MODELED GRAV-     979,293.4   (mgal)                       NAVD 88
 EO0227
 EO0227  VERT ORDER  -  FIRST     CLASS II
 EO0227
 EO0227.The horizontal coordinates were scaled from a topographic map and have
 EO0227.an estimated accuracy of +/- 6 seconds.
 EO0227
 EO0227.The orthometric height was determined by differential leveling
 EO0227.and adjusted by the National Geodetic Survey in June 1991..
 EO0227.WARNING-Repeat measurements at this control monument indicate possible
 EO0227.vertical movement.
 EO0227
 EO0227.The geoid height was determined by GEOID03.
 EO0227
 EO0227.The dynamic height is computed by dividing the NAVD 88
 EO0227.geopotential number by the normal gravity value computed on the
 EO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0227.degrees latitude (g = 980.6199 gals.).
 EO0227
 EO0227.The modeled gravity was interpolated from observed gravity values.
 EO0227
 EO0227;                    North         East    Units  Estimated Accuracy
 EO0227;SPC TX N     - 1,058,970.       78,420.      MT  (+/- 180 meters Scaled)
 EO0227
 EO0227                          SUPERSEDED SURVEY CONTROL
 EO0227
 EO0227  NGVD 29 (??/??/92) 1243.081  (m)         4078.34   (f) ADJ UNCH    1 2
 EO0227
 EO0227.Superseded values are not recommended for survey control.
 EO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0227.See file dsdata.txt to determine how the superseded data were derived.
 EO0227
 EO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU997224(NAD 83)
 EO0227_MARKER: DB = BENCH MARK DISK
 EO0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0227_STAMPING: P 429 1934
 EO0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0227+STABILITY: SURFACE MOTION
 EO0227
 EO0227  HISTORY     - Date     Condition        Report By
 EO0227  HISTORY     - 1934     MONUMENTED       CGS
 EO0227  HISTORY     - 1958     GOOD             NGS
 EO0227  HISTORY     - 1984     GOOD             NGS
 EO0227
 EO0227                          STATION DESCRIPTION
 EO0227
 EO0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0227'4.3 MI E FROM BOVINA.
 EO0227'ABOUT 0.2 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0227'THE STATION AT BOVINA, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG FARM
 EO0227'ROAD 1731, THENCE ABOUT 3.45 MILES EAST ALONG STATE HIGHWAY 86, ABOUT
 EO0227'100 YARDS SOUTH AND ACROSS THE HIGHWAY FROM A SMALL STUCCO HOUSE, 62
 EO0227'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHEAST OF
 EO0227'A FENCE CORNER, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 EO0227'ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 EO0227'PROJECTING 4 INCHES.
 EO0227
 EO0227                          STATION RECOVERY (1984)
 EO0227
 EO0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0287 ***********************************************************************
 AY0287  DESIGNATION -  P 43
 AY0287  PID         -  AY0287
 AY0287  STATE/COUNTY-  TX/BEXAR
 AY0287  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0287
 AY0287                         *CURRENT SURVEY CONTROL
 AY0287  ___________________________________________________________________
 AY0287* NAD 83(1986)-  29 25 15.     (N)    098 28 41.     (W)     SCALED    
 AY0287* NAVD 88     -       202.811  (meters)     665.39   (feet)  ADJUSTED  
 AY0287  ___________________________________________________________________
 AY0287  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AY0287  DYNAMIC HT  -         202.516 (meters)     664.42  (feet)  COMP
 AY0287  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 AY0287
 AY0287  VERT ORDER  -  FIRST     CLASS II
 AY0287
 AY0287.The horizontal coordinates were scaled from a topographic map and have
 AY0287.an estimated accuracy of +/- 6 seconds.
 AY0287
 AY0287.The orthometric height was determined by differential leveling
 AY0287.and adjusted by the National Geodetic Survey in June 1991..
 AY0287.WARNING-Repeat measurements at this control monument indicate possible
 AY0287.vertical movement.
 AY0287
 AY0287.The geoid height was determined by GEOID03.
 AY0287
 AY0287.The dynamic height is computed by dividing the NAVD 88
 AY0287.geopotential number by the normal gravity value computed on the
 AY0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0287.degrees latitude (g = 980.6199 gals.).
 AY0287
 AY0287.The modeled gravity was interpolated from observed gravity values.
 AY0287
 AY0287;                    North         East    Units  Estimated Accuracy
 AY0287;SPC TXSC     - 4,176,050.      650,640.      MT  (+/- 180 meters Scaled)
 AY0287
 AY0287                          SUPERSEDED SURVEY CONTROL
 AY0287
 AY0287  NGVD 29 (??/??/92)  202.678  (m)          664.95   (f) ADJ UNCH    1 2
 AY0287
 AY0287.Superseded values are not recommended for survey control.
 AY0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0287.See file dsdata.txt to determine how the superseded data were derived.
 AY0287
 AY0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT506547(NAD 83)
 AY0287_MARKER: DB = BENCH MARK DISK
 AY0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0287_SP_SET: BUILDING
 AY0287_STAMPING: P 43 1917 ELEV. 664.79 FT.
 AY0287_MARK LOGO: CGS   
 AY0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0287
 AY0287  HISTORY     - Date     Condition        Report By
 AY0287  HISTORY     - 1917     MONUMENTED       CGS
 AY0287  HISTORY     - 1943     GOOD             NGS
 AY0287  HISTORY     - 1980     GOOD             NGS
 AY0287  HISTORY     - 1988     GOOD             USPSQD
 AY0287  HISTORY     - 19950411 GOOD             USPSQD
 AY0287  HISTORY     - 20060707 GOOD             USPSQD
 AY0287
 AY0287                          STATION DESCRIPTION
 AY0287
 AY0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0287'IN SAN ANTONIO.
 AY0287'BENCH MARK IS SET VERTICALLY IN THE EAST FACE OF THE SOUTHERN PACIFIC
 AY0287'RAILROAD STATION AT SAN ANTONIO.  IT IS 46.0 FEET SOUTH OF THE CENTER
 AY0287'LINE OF THE MAIN ENTRANCE DOOR, 28.0 FEET NORTH OF THE ENTRANCE TO THE
 AY0287'LUNCH ROOM.  IT IS 1.9 FOOT NORTH OF THE NORTH EDGE OF THE WINDOW OF
 AY0287'THE COLORED WAITING ROOM, 0.7 FOOT ABOVE THE PLATFORM.
 AY0287
 AY0287                          STATION RECOVERY (1980)
 AY0287
 AY0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0287'IN SAN ANTONIO, SET VERTICALLY IN THE EAST WALL OF THE SOUTHERN
 AY0287'PACIFIC RAILROAD STATION AT THE JUNCTION OF EAST COMMERCE STREET AND
 AY0287'HOEFGEN AVENUE, 34.7 METERS (114 FT) WEST OF THE WEST RAIL OF THE
 AY0287'WESTERNMOST ONE OF TWO SETS OF MAIN TRACKS, 14.0 METERS (46.0 FT)
 AY0287'SOUTH OF THE CENTER OF THE MAIN ENTRANCE OF THE STATION, 0.6 METER
 AY0287'(1.9 FT) NORTH OF THE NORTH EDGE OF THE WINDOW OF THE SIGNAL
 AY0287'DEPARTMENT OFFICE.
 AY0287'THE MARK IS 0.2 M ABOVE THE STATION PLATFORM.
 AY0287
 AY0287                          STATION RECOVERY (1988)
 AY0287
 AY0287'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0287'RECOVERED IN GOOD CONDITION.
 AY0287
 AY0287                          STATION RECOVERY (1995)
 AY0287
 AY0287'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0287'RECOVERED IN GOOD CONDITION.
 AY0287
 AY0287                          STATION RECOVERY (2006)
 AY0287
 AY0287'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0104 ***********************************************************************
 EO0104  DESIGNATION -  P 430
 EO0104  PID         -  EO0104
 EO0104  STATE/COUNTY-  TX/CASTRO
 EO0104  USGS QUAD   -  NAZARETH (1965)
 EO0104
 EO0104                         *CURRENT SURVEY CONTROL
 EO0104  ___________________________________________________________________
 EO0104* NAD 83(1986)-  34 31 57.     (N)    102 01 22.     (W)     SCALED    
 EO0104* NAVD 88     -      1116.980  (meters)    3664.63   (feet)  ADJUSTED  
 EO0104  ___________________________________________________________________
 EO0104  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 EO0104  DYNAMIC HT  -        1115.571 (meters)    3660.00  (feet)  COMP
 EO0104  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 EO0104
 EO0104  VERT ORDER  -  SECOND    CLASS 0
 EO0104
 EO0104.The horizontal coordinates were scaled from a topographic map and have
 EO0104.an estimated accuracy of +/- 6 seconds.
 EO0104
 EO0104.The orthometric height was determined by differential leveling
 EO0104.and adjusted by the National Geodetic Survey in June 1991..
 EO0104
 EO0104.The geoid height was determined by GEOID03.
 EO0104
 EO0104.The dynamic height is computed by dividing the NAVD 88
 EO0104.geopotential number by the normal gravity value computed on the
 EO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0104.degrees latitude (g = 980.6199 gals.).
 EO0104
 EO0104.The modeled gravity was interpolated from observed gravity values.
 EO0104
 EO0104;                    North         East    Units  Estimated Accuracy
 EO0104;SPC TX N     - 1,059,200.      152,010.      MT  (+/- 180 meters Scaled)
 EO0104
 EO0104                          SUPERSEDED SURVEY CONTROL
 EO0104
 EO0104  NGVD 29 (??/??/92) 1116.527  (m)         3663.14   (f) ADJ UNCH    2 0
 EO0104
 EO0104.Superseded values are not recommended for survey control.
 EO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0104.See file dsdata.txt to determine how the superseded data were derived.
 EO0104
 EO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU732252(NAD 83)
 EO0104_MARKER: DB = BENCH MARK DISK
 EO0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0104_SP_SET: CULVERT
 EO0104_STAMPING: P 430 1934
 EO0104_MARK LOGO: CGS   
 EO0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0104
 EO0104  HISTORY     - Date     Condition        Report By
 EO0104  HISTORY     - 1934     MONUMENTED       CGS
 EO0104  HISTORY     - 1943     GOOD             NGS
 EO0104  HISTORY     - 19810722 GOOD             NGS
 EO0104
 EO0104                          STATION DESCRIPTION
 EO0104
 EO0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EO0104'14.4 MI W FROM TULIA.
 EO0104'IN CASTRO COUNTY, 14.4 MILES WEST ALONG STATE HIGHWAY 86 FROM THE
 EO0104'PANHANDLE AND SANTA FE RAILWAY STATION AT TULIA, SWISHER COUNTY, 16.5
 EO0104'MILES EAST OF DIMMITT, AT A 4-X 4-FOOT CONCRETE-BOX CULVERT, IN THE
 EO0104'CENTER OF THE TOP OF THE SOUTH HEADWALL, AND 16 FEET SOUTH OF THE
 EO0104'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 430 1934.
 EO0104
 EO0104                          STATION RECOVERY (1981)
 EO0104
 EO0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EO0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0722 ***********************************************************************
 EO0722  DESIGNATION -  P 430 RESET
 EO0722  PID         -  EO0722
 EO0722  STATE/COUNTY-  TX/CASTRO
 EO0722  USGS QUAD   -  NAZARETH (1965)
 EO0722
 EO0722                         *CURRENT SURVEY CONTROL
 EO0722  ___________________________________________________________________
 EO0722* NAD 83(1986)-  34 31 57.     (N)    102 01 22.     (W)     SCALED    
 EO0722* NAVD 88     -      1116.83   (meters)    3664.1    (feet)  RESET     
 EO0722  ___________________________________________________________________
 EO0722  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 EO0722
 EO0722  VERT ORDER  -  THIRD
 EO0722
 EO0722.The horizontal coordinates were scaled from a topographic map and have
 EO0722.an estimated accuracy of +/- 6 seconds.
 EO0722
 EO0722.The orthometric height was computed from unverified reset data.
 EO0722
 EO0722.The geoid height was determined by GEOID03.
 EO0722
 EO0722;                    North         East    Units  Estimated Accuracy
 EO0722;SPC TX N     - 1,059,200.      152,010.      MT  (+/- 180 meters Scaled)
 EO0722
 EO0722                          SUPERSEDED SURVEY CONTROL
 EO0722
 EO0722  NGVD 29 (01/29/03) 1116.38   (m)         3662.7    (f) RESET       3  
 EO0722
 EO0722.Superseded values are not recommended for survey control.
 EO0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0722.See file dsdata.txt to determine how the superseded data were derived.
 EO0722
 EO0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU732252(NAD 83)
 EO0722_MARKER: DV = VERTICAL CONTROL DISK
 EO0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0722_SP_SET: CONCRETE POST
 EO0722_STAMPING: P 430 RESET 1981
 EO0722_MARK LOGO: NGS   
 EO0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0722+STABILITY: SURFACE MOTION
 EO0722
 EO0722  HISTORY     - Date     Condition        Report By
 EO0722  HISTORY     - 1981     MONUMENTED       NGS
 EO0722
 EO0722                          STATION DESCRIPTION
 EO0722
 EO0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EO0722'16.4 MI (26.4 KM) EAST OF DIMMITT ALONG STATE HIGHWAY 86 FROM THE
 EO0722'JUNCTION OF HIGHWAY 86 AND THE RAILROAD TRACKS IN DIMMITT, 51.2 FT
 EO0722'(15.6 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.9 FT (1.2 M)
 EO0722'NORTHEAST OF A POWERPOLE, 2.0 FT (0.6 M) NORTHWEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0314 ***********************************************************************
 EN0314  DESIGNATION -  P 431
 EN0314  PID         -  EN0314
 EN0314  STATE/COUNTY-  TX/BRISCOE
 EN0314  USGS QUAD   -  SILVERTON (1965)
 EN0314
 EN0314                         *CURRENT SURVEY CONTROL
 EN0314  ___________________________________________________________________
 EN0314* NAD 83(1986)-  34 28 27.     (N)    101 18 46.     (W)     SCALED    
 EN0314* NAVD 88     -      1001.077  (meters)    3284.37   (feet)  ADJUSTED  
 EN0314  ___________________________________________________________________
 EN0314  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EN0314  DYNAMIC HT  -         999.833 (meters)    3280.29  (feet)  COMP
 EN0314  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 EN0314
 EN0314  VERT ORDER  -  SECOND    CLASS 0
 EN0314
 EN0314.The horizontal coordinates were scaled from a topographic map and have
 EN0314.an estimated accuracy of +/- 6 seconds.
 EN0314
 EN0314.The orthometric height was determined by differential leveling
 EN0314.and adjusted by the National Geodetic Survey in June 1991..
 EN0314
 EN0314.The geoid height was determined by GEOID03.
 EN0314
 EN0314.The dynamic height is computed by dividing the NAVD 88
 EN0314.geopotential number by the normal gravity value computed on the
 EN0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0314.degrees latitude (g = 980.6199 gals.).
 EN0314
 EN0314.The modeled gravity was interpolated from observed gravity values.
 EN0314
 EN0314;                    North         East    Units  Estimated Accuracy
 EN0314;SPC TX N     - 1,052,620.      217,200.      MT  (+/- 180 meters Scaled)
 EN0314
 EN0314                          SUPERSEDED SURVEY CONTROL
 EN0314
 EN0314  NGVD 29 (??/??/92) 1000.70   (m)         3283.1    (f) COMPUTED    2 0
 EN0314
 EN0314.Superseded values are not recommended for survey control.
 EN0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0314.See file dsdata.txt to determine how the superseded data were derived.
 EN0314
 EN0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD875171(NAD 83)
 EN0314_MARKER: DB = BENCH MARK DISK
 EN0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0314_STAMPING: P-431 1934
 EN0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0314+STABILITY: SURFACE MOTION
 EN0314
 EN0314  HISTORY     - Date     Condition        Report By
 EN0314  HISTORY     - 1934     MONUMENTED       CGS
 EN0314  HISTORY     - 1951     MARK NOT FOUND   LOCENG
 EN0314
 EN0314                          STATION DESCRIPTION
 EN0314
 EN0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0314'0.9 MI W FROM SILVERTON.
 EN0314'0.9 MI. W. ALONG STATE NO. 86 90 FT. N. OF A CITY LIMIT SIGN, 75 FT.
 EN0314'N. OF THE CENTER LINE OF THE HWY., AND 21 FT. E. OF THE CENTER LINE OF
 EN0314'THE CROSS ROAD.
 EN0314
 EN0314                          STATION RECOVERY (1951)
 EN0314
 EN0314'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 EN0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0086 ***********************************************************************
 DP0086  DESIGNATION -  P 433
 DP0086  PID         -  DP0086
 DP0086  STATE/COUNTY-  TX/DICKENS
 DP0086  USGS QUAD   -  SPUR (1967)
 DP0086
 DP0086                         *CURRENT SURVEY CONTROL
 DP0086  ___________________________________________________________________
 DP0086* NAD 83(1986)-  33 26 58.     (N)    100 47 45.     (W)     SCALED    
 DP0086* NAVD 88     -       674.631  (meters)    2213.35   (feet)  ADJUSTED  
 DP0086  ___________________________________________________________________
 DP0086  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DP0086  DYNAMIC HT  -         673.814 (meters)    2210.67  (feet)  COMP
 DP0086  MODELED GRAV-     979,402.5   (mgal)                       NAVD 88
 DP0086
 DP0086  VERT ORDER  -  SECOND    CLASS 0
 DP0086
 DP0086.The horizontal coordinates were scaled from a topographic map and have
 DP0086.an estimated accuracy of +/- 6 seconds.
 DP0086
 DP0086.The orthometric height was determined by differential leveling
 DP0086.and adjusted by the National Geodetic Survey in June 1991..
 DP0086
 DP0086.The geoid height was determined by GEOID03.
 DP0086
 DP0086.The dynamic height is computed by dividing the NAVD 88
 DP0086.geopotential number by the normal gravity value computed on the
 DP0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0086.degrees latitude (g = 980.6199 gals.).
 DP0086
 DP0086.The modeled gravity was interpolated from observed gravity values.
 DP0086
 DP0086;                    North         East    Units  Estimated Accuracy
 DP0086;SPC TXNC     - 2,200,030.      386,580.      MT  (+/- 180 meters Scaled)
 DP0086
 DP0086                          SUPERSEDED SURVEY CONTROL
 DP0086
 DP0086  NGVD 29 (??/??/92)  674.379  (m)         2212.53   (f) ADJ UNCH    2 0
 DP0086
 DP0086.Superseded values are not recommended for survey control.
 DP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0086.See file dsdata.txt to determine how the superseded data were derived.
 DP0086
 DP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC330025(NAD 83)
 DP0086_MARKER: DB = BENCH MARK DISK
 DP0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0086_STAMPING: P-433 1934
 DP0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0086+STABILITY: SURFACE MOTION
 DP0086
 DP0086  HISTORY     - Date     Condition        Report By
 DP0086  HISTORY     - 1934     MONUMENTED       CGS
 DP0086  HISTORY     - 1935     GOOD             NGS
 DP0086
 DP0086                          STATION DESCRIPTION
 DP0086
 DP0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0086'4.0 MI SE FROM SPUR.
 DP0086'4.0 MI. S.E. OF DEPOT ALONG F.W. AND D. RY. 4 FT. S.E. OF MILE POLE
 DP0086'B-191, 40 FT. S.W. OF THE CENTER LINE OF STATE NO. 18, AND 40 FT. N.E.
 DP0086'OF THE CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0149 ***********************************************************************
 EN0149  DESIGNATION -  P 434
 EN0149  PID         -  EN0149
 EN0149  STATE/COUNTY-  TX/MOTLEY
 EN0149  USGS QUAD   -  MATADOR (1981)
 EN0149
 EN0149                         *CURRENT SURVEY CONTROL
 EN0149  ___________________________________________________________________
 EN0149* NAD 83(1986)-  34 00 44.     (N)    100 49 41.     (W)     SCALED    
 EN0149* NAVD 88     -       725.071  (meters)    2378.84   (feet)  ADJUSTED  
 EN0149  ___________________________________________________________________
 EN0149  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EN0149  DYNAMIC HT  -         724.184 (meters)    2375.93  (feet)  COMP
 EN0149  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 EN0149
 EN0149  VERT ORDER  -  SECOND    CLASS 0
 EN0149
 EN0149.The horizontal coordinates were scaled from a topographic map and have
 EN0149.an estimated accuracy of +/- 6 seconds.
 EN0149
 EN0149.The orthometric height was determined by differential leveling
 EN0149.and adjusted by the National Geodetic Survey in June 1991..
 EN0149
 EN0149.The geoid height was determined by GEOID03.
 EN0149
 EN0149.The dynamic height is computed by dividing the NAVD 88
 EN0149.geopotential number by the normal gravity value computed on the
 EN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0149.degrees latitude (g = 980.6199 gals.).
 EN0149
 EN0149.The modeled gravity was interpolated from observed gravity values.
 EN0149
 EN0149;                    North         East    Units  Estimated Accuracy
 EN0149;SPC TXNC     - 2,262,500.      384,970.      MT  (+/- 180 meters Scaled)
 EN0149
 EN0149                          SUPERSEDED SURVEY CONTROL
 EN0149
 EN0149  NGVD 29 (??/??/92)  724.781  (m)         2377.89   (f) ADJ UNCH    2 0
 EN0149
 EN0149.Superseded values are not recommended for survey control.
 EN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0149.See file dsdata.txt to determine how the superseded data were derived.
 EN0149
 EN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC311650(NAD 83)
 EN0149_MARKER: DB = BENCH MARK DISK
 EN0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0149_SP_SET: CULVERT
 EN0149_STAMPING: P-434 1934
 EN0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0149
 EN0149  HISTORY     - Date     Condition        Report By
 EN0149  HISTORY     - 1934     MONUMENTED       CGS
 EN0149  HISTORY     - 1935     GOOD             NGS
 EN0149  HISTORY     - 1966     MARK NOT FOUND   USGS
 EN0149
 EN0149                          STATION DESCRIPTION
 EN0149
 EN0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0149'0.5 MI N FROM MATADOR.
 EN0149'0.5 MI. N. ALONG U.S. NO. 70 FROM CITY HALL ABOUT 100 YDS. E. OF HWY.
 EN0149'JCT. OF U.S. NO. 70 AND STATE NO. 18, AND SET IN THE W. END OF N.
 EN0149'ABUTMENT OF A CONC. CULVERT.  NOTE-- THE CULVERT APPEARS TO HAVE BEEN
 EN0149'NEWLY CONSTRUCTED.
 EN0149
 EN0149                          STATION RECOVERY (1966)
 EN0149
 EN0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EN0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0421 ***********************************************************************
 EM0421  DESIGNATION -  P 435 RESET 1959
 EM0421  PID         -  EM0421
 EM0421  STATE/COUNTY-  TX/FOARD
 EM0421  USGS QUAD   -  VIVIAN (1990)
 EM0421
 EM0421                         *CURRENT SURVEY CONTROL
 EM0421  ___________________________________________________________________
 EM0421* NAD 83(1986)-  34 03 00.     (N)    099 57 44.     (W)     SCALED    
 EM0421* NAVD 88     -       523.64   (meters)    1718.0    (feet)  RESET     
 EM0421  ___________________________________________________________________
 EM0421  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 EM0421
 EM0421  VERT ORDER  -  THIRD
 EM0421
 EM0421.The horizontal coordinates were scaled from a topographic map and have
 EM0421.an estimated accuracy of +/- 6 seconds.
 EM0421
 EM0421.The orthometric height was computed from unverified reset data.
 EM0421
 EM0421.The geoid height was determined by GEOID03.
 EM0421
 EM0421;                    North         East    Units  Estimated Accuracy
 EM0421;SPC TXNC     - 2,265,240.      464,990.      MT  (+/- 180 meters Scaled)
 EM0421
 EM0421                          SUPERSEDED SURVEY CONTROL
 EM0421
 EM0421.No superseded survey control is available for this station.
 EM0421
 EM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC111681(NAD 83)
 EM0421_MARKER: DB = BENCH MARK DISK
 EM0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0421_STAMPING: P 435 RESET 1959
 EM0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0421+STABILITY: SURFACE MOTION
 EM0421
 EM0421  HISTORY     - Date     Condition        Report By
 EM0421  HISTORY     - 1959     MONUMENTED       CGS
 EM0421
 EM0421                          STATION DESCRIPTION
 EM0421
 EM0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EM0421'15.3 MI W FROM CROWELL.
 EM0421'ABOUT 15.3 MILES WEST ALONG U.S. HIGHWAY NO. 70 FROM CROWELL, FOARD
 EM0421'COUNTY, ABOUT 150 YARDS EAST OF A CONCRETE CULVERT, 1 FOOT SOUTH OF
 EM0421'THE SOUTH RIGHT-OF-WAY FENCE, 3 FEET EAST OF A RIGHT-OF-WAY POST AND
 EM0421'ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 EM0421'DISK STAMPED P 435 RESET 1959 IN A CONCRETE POST PROJECTING ABOUT 4
 EM0421'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0033 ***********************************************************************
 DP0033  DESIGNATION -  P 436 RESET 1972
 DP0033  PID         -  DP0033
 DP0033  STATE/COUNTY-  TX/KING
 DP0033  USGS QUAD   -  GUTHRIE (1981)
 DP0033
 DP0033                         *CURRENT SURVEY CONTROL
 DP0033  ___________________________________________________________________
 DP0033* NAD 83(1986)-  33 34 28.     (N)    100 18 50.     (W)     SCALED    
 DP0033* NAVD 88     -       549.79   (meters)    1803.8    (feet)  RESET     
 DP0033  ___________________________________________________________________
 DP0033  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DP0033
 DP0033  VERT ORDER  -  THIRD
 DP0033
 DP0033.The horizontal coordinates were scaled from a topographic map and have
 DP0033.an estimated accuracy of +/- 6 seconds.
 DP0033
 DP0033.The orthometric height was computed from unverified reset data.
 DP0033
 DP0033.The geoid height was determined by GEOID03.
 DP0033
 DP0033;                    North         East    Units  Estimated Accuracy
 DP0033;SPC TXNC     - 2,213,010.      431,620.      MT  (+/- 180 meters Scaled)
 DP0033
 DP0033                          SUPERSEDED SURVEY CONTROL
 DP0033
 DP0033.No superseded survey control is available for this station.
 DP0033
 DP0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC780157(NAD 83)
 DP0033_MARKER: DB = BENCH MARK DISK
 DP0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0033_SP_SET: CULVERT
 DP0033_STAMPING: P 436 RESET 1972
 DP0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0033
 DP0033  HISTORY     - Date     Condition        Report By
 DP0033  HISTORY     - 1972     MONUMENTED       TXHD
 DP0033
 DP0033                          STATION DESCRIPTION
 DP0033
 DP0033'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 DP0033'3.2 MI S FROM GUTHRIE.
 DP0033'ABOUT 3.2 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE COURT HOUSE AT
 DP0033'GUTHRIE, AT A CONCRETE CULVERT, IN THE TOP OF THE WEST HEADWALL AND 43
 DP0033'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0101 ***********************************************************************
 EN0101  DESIGNATION -  P 437
 EN0101  PID         -  EN0101
 EN0101  STATE/COUNTY-  TX/COTTLE
 EN0101  USGS QUAD   -  PADUCAH (1981)
 EN0101
 EN0101                         *CURRENT SURVEY CONTROL
 EN0101  ___________________________________________________________________
 EN0101* NAD 83(1986)-  34 01 13.     (N)    100 18 06.     (W)     SCALED    
 EN0101* NAVD 88     -       572.883  (meters)    1879.53   (feet)  ADJUSTED  
 EN0101  ___________________________________________________________________
 EN0101  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EN0101  DYNAMIC HT  -         572.219 (meters)    1877.36  (feet)  COMP
 EN0101  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 EN0101
 EN0101  VERT ORDER  -  SECOND    CLASS 0
 EN0101
 EN0101.The horizontal coordinates were scaled from a topographic map and have
 EN0101.an estimated accuracy of +/- 6 seconds.
 EN0101
 EN0101.The orthometric height was determined by differential leveling
 EN0101.and adjusted by the National Geodetic Survey in June 1991..
 EN0101
 EN0101.The geoid height was determined by GEOID03.
 EN0101
 EN0101.The dynamic height is computed by dividing the NAVD 88
 EN0101.geopotential number by the normal gravity value computed on the
 EN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0101.degrees latitude (g = 980.6199 gals.).
 EN0101
 EN0101.The modeled gravity was interpolated from observed gravity values.
 EN0101
 EN0101;                    North         East    Units  Estimated Accuracy
 EN0101;SPC TXNC     - 2,262,430.      433,600.      MT  (+/- 180 meters Scaled)
 EN0101
 EN0101                          SUPERSEDED SURVEY CONTROL
 EN0101
 EN0101  NGVD 29 (??/??/92)  572.692  (m)         1878.91   (f) ADJ UNCH    2 0
 EN0101
 EN0101.Superseded values are not recommended for survey control.
 EN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0101.See file dsdata.txt to determine how the superseded data were derived.
 EN0101
 EN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC798651(NAD 83)
 EN0101_MARKER: DB = BENCH MARK DISK
 EN0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0101_SP_SET: PLATFORM
 EN0101_STAMPING: P 437 1934
 EN0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0101
 EN0101  HISTORY     - Date     Condition        Report By
 EN0101  HISTORY     - 1934     MONUMENTED       CGS
 EN0101  HISTORY     - 1958     GOOD             NGS
 EN0101  HISTORY     - 1975     GOOD             NGS
 EN0101
 EN0101                          STATION DESCRIPTION
 EN0101
 EN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0101'IN PADUCAH.
 EN0101'AT PADUCAH, COTTLE COUNTY, AT THE QUANAH, ACME AND PACIFIC RAILWAY
 EN0101'STATION, IN THE NORTHEAST CORNER OF THE TICKET OFFICE, 24 FEET SOUTH
 EN0101'OF THE CENTER LINE OF THE MAIN TRACK, AND 6 INCHES ABOVE THE PLATFORM.
 EN0101'A STANDARD DISK, STAMPED P 437 1934 AND SET VERTICALLY.
 EN0101
 EN0101                          STATION RECOVERY (1958)
 EN0101
 EN0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0101'RECOVERED IN GOOD CONDITION.
 EN0101
 EN0101                          STATION RECOVERY (1975)
 EN0101
 EN0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EN0101'LOCATED IN PADUCAH, AT THE QUANAH, ACME AND PACIFIC RAILWAY STATION,
 EN0101'IN THE NORTHEAST CORNER OF THE TICKET OFFICE, 21.5 FEET SOUTH OF THE
 EN0101'CENTER OF THE MAIN TRACK AND 6 INCHES ABOVE THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0228 ***********************************************************************
 DP0228  DESIGNATION -  P 438
 DP0228  PID         -  DP0228
 DP0228  STATE/COUNTY-  TX/MOTLEY
 DP0228  USGS QUAD   -  MAC BAIN (1981)
 DP0228
 DP0228                         *CURRENT SURVEY CONTROL
 DP0228  ___________________________________________________________________
 DP0228* NAD 83(1986)-  33 53 40.     (N)    100 58 38.     (W)     SCALED    
 DP0228* NAVD 88     -       881.426  (meters)    2891.81   (feet)  ADJUSTED  
 DP0228  ___________________________________________________________________
 DP0228  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DP0228  DYNAMIC HT  -         880.323 (meters)    2888.19  (feet)  COMP
 DP0228  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 DP0228
 DP0228  VERT ORDER  -  SECOND    CLASS 0
 DP0228
 DP0228.The horizontal coordinates were scaled from a topographic map and have
 DP0228.an estimated accuracy of +/- 6 seconds.
 DP0228
 DP0228.The orthometric height was determined by differential leveling
 DP0228.and adjusted by the National Geodetic Survey in June 1991..
 DP0228
 DP0228.The geoid height was determined by GEOID03.
 DP0228
 DP0228.The dynamic height is computed by dividing the NAVD 88
 DP0228.geopotential number by the normal gravity value computed on the
 DP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0228.degrees latitude (g = 980.6199 gals.).
 DP0228
 DP0228.The modeled gravity was interpolated from observed gravity values.
 DP0228
 DP0228;                    North         East    Units  Estimated Accuracy
 DP0228;SPC TXNC     - 2,249,750.      370,890.      MT  (+/- 180 meters Scaled)
 DP0228
 DP0228                          SUPERSEDED SURVEY CONTROL
 DP0228
 DP0228  NGVD 29 (??/??/92)  881.083  (m)         2890.69   (f) ADJ UNCH    2 0
 DP0228
 DP0228.Superseded values are not recommended for survey control.
 DP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0228.See file dsdata.txt to determine how the superseded data were derived.
 DP0228
 DP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC171522(NAD 83)
 DP0228_MARKER: DB = BENCH MARK DISK
 DP0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0228_STAMPING: P 438 1934
 DP0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0228+STABILITY: SURFACE MOTION
 DP0228
 DP0228  HISTORY     - Date     Condition        Report By
 DP0228  HISTORY     - 1934     MONUMENTED       CGS
 DP0228  HISTORY     - 1958     GOOD             NGS
 DP0228
 DP0228                          STATION DESCRIPTION
 DP0228
 DP0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0228'7.7 MI E FROM DOUGHERTY.
 DP0228'IN MOTLEY COUNTY, ABOUT 7.7 MILES EAST ALONG THE QUANAH, ACME AND
 DP0228'PACIFIC RAILWAY FROM THE STATION AT DOUGHERTY, FLOYD COUNTY, 1 1/2
 DP0228'FEET SOUTHEAST OF MILEPOST 87+25, ABOUT 200 YARDS WEST OF THE
 DP0228'STOCKYARDS, ABOUT 40 YARDS NORTHEAST OF A SWITCH STAND, AND ABOUT 90
 DP0228'FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 DP0228'P 438 1934 AND SET IN THE TOP OF A CONCRETE POST.  IT IS 0.25 MILE
 DP0228'WEST OF THE STOCKYARDS AT MACBAIN SIDING.
 DP0228
 DP0228                          STATION RECOVERY (1958)
 DP0228
 DP0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0346 ***********************************************************************
 EN0346  DESIGNATION -  P 439
 EN0346  PID         -  EN0346
 EN0346  STATE/COUNTY-  TX/HALE
 EN0346  USGS QUAD   -  PLAINVIEW (1965)
 EN0346
 EN0346                         *CURRENT SURVEY CONTROL
 EN0346  ___________________________________________________________________
 EN0346* NAD 83(1986)-  34 11 08.     (N)    101 39 38.     (W)     SCALED    
 EN0346* NAVD 88     -      1022.122  (meters)    3353.41   (feet)  ADJUSTED  
 EN0346  ___________________________________________________________________
 EN0346  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EN0346  DYNAMIC HT  -        1020.819 (meters)    3349.14  (feet)  COMP
 EN0346  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 EN0346
 EN0346  VERT ORDER  -  SECOND    CLASS 0
 EN0346
 EN0346.The horizontal coordinates were scaled from a topographic map and have
 EN0346.an estimated accuracy of +/- 6 seconds.
 EN0346
 EN0346.The orthometric height was determined by differential leveling
 EN0346.and adjusted by the National Geodetic Survey in June 1991..
 EN0346
 EN0346.The geoid height was determined by GEOID03.
 EN0346
 EN0346.The dynamic height is computed by dividing the NAVD 88
 EN0346.geopotential number by the normal gravity value computed on the
 EN0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0346.degrees latitude (g = 980.6199 gals.).
 EN0346
 EN0346.The modeled gravity was interpolated from observed gravity values.
 EN0346
 EN0346;                    North         East    Units  Estimated Accuracy
 EN0346;SPC TXNC     - 2,283,720.      308,670.      MT  (+/- 180 meters Scaled)
 EN0346
 EN0346                          SUPERSEDED SURVEY CONTROL
 EN0346
 EN0346  NGVD 29 (??/??/92) 1021.718  (m)         3352.09   (f) ADJ UNCH    2 0
 EN0346
 EN0346.Superseded values are not recommended for survey control.
 EN0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0346.See file dsdata.txt to determine how the superseded data were derived.
 EN0346
 EN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC548859(NAD 83)
 EN0346_MARKER: DB = BENCH MARK DISK
 EN0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0346_STAMPING: P 439 1934
 EN0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0346+STABILITY: SURFACE MOTION
 EN0346
 EN0346  HISTORY     - Date     Condition        Report By
 EN0346  HISTORY     - 1934     MONUMENTED       CGS
 EN0346
 EN0346                          STATION DESCRIPTION
 EN0346
 EN0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0346'2.5 MI E FROM PLAINVIEW.
 EN0346'ABOUT 2.5 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0346'STATION AT PLAINVIEW, HALE COUNTY, 1 POLE WEST OF MILEPOST 2, 31 FEET
 EN0346'SOUTH OF THE CENTER LINE OF THE TRACK, 4 FEET NORTHWEST OF A
 EN0346'POWER-TRANSMISSION LINE POLE, AND 1 FOOT SOUTH OF THE FENCE.  A
 EN0346'STANDARD DISK, STAMPED P 439 1934 AND SET IN THE TOP OF A CONCRETE
 EN0346'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0120 ***********************************************************************
 EO0120  DESIGNATION -  P 440
 EO0120  PID         -  EO0120
 EO0120  STATE/COUNTY-  TX/LAMB
 EO0120  USGS QUAD   -  EARTH (1980)
 EO0120
 EO0120                         *CURRENT SURVEY CONTROL
 EO0120  ___________________________________________________________________
 EO0120* NAD 83(1986)-  34 13 58.     (N)    102 22 34.     (W)     SCALED    
 EO0120* NAVD 88     -      1128.845  (meters)    3703.55   (feet)  ADJUSTED  
 EO0120  ___________________________________________________________________
 EO0120  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 EO0120  DYNAMIC HT  -        1127.396 (meters)    3698.80  (feet)  COMP
 EO0120  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 EO0120
 EO0120  VERT ORDER  -  SECOND    CLASS 0
 EO0120
 EO0120.The horizontal coordinates were scaled from a topographic map and have
 EO0120.an estimated accuracy of +/- 6 seconds.
 EO0120
 EO0120.The orthometric height was determined by differential leveling
 EO0120.and adjusted by the National Geodetic Survey in June 1991..
 EO0120
 EO0120.The geoid height was determined by GEOID03.
 EO0120
 EO0120.The dynamic height is computed by dividing the NAVD 88
 EO0120.geopotential number by the normal gravity value computed on the
 EO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0120.degrees latitude (g = 980.6199 gals.).
 EO0120
 EO0120.The modeled gravity was interpolated from observed gravity values.
 EO0120
 EO0120;                    North         East    Units  Estimated Accuracy
 EO0120;SPC TXNC     - 2,291,170.      242,940.      MT  (+/- 180 meters Scaled)
 EO0120
 EO0120                          SUPERSEDED SURVEY CONTROL
 EO0120
 EO0120  NGVD 29 (??/??/92) 1128.336  (m)         3701.88   (f) ADJ UNCH    2 0
 EO0120
 EO0120.Superseded values are not recommended for survey control.
 EO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0120.See file dsdata.txt to determine how the superseded data were derived.
 EO0120
 EO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT416910(NAD 83)
 EO0120_MARKER: DB = BENCH MARK DISK
 EO0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0120_STAMPING: P-440 1934
 EO0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0120+STABILITY: SURFACE MOTION
 EO0120
 EO0120  HISTORY     - Date     Condition        Report By
 EO0120  HISTORY     - 1934     MONUMENTED       CGS
 EO0120  HISTORY     - 1948     GOOD             NGS
 EO0120
 EO0120                          STATION DESCRIPTION
 EO0120
 EO0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0120'1.9 MI E FROM EARTH.
 EO0120'1.9 MI. E. ALONG U.S. NO. 70 (4.0 MI. W. OF SPRING LAKE) IN THE N.W.
 EO0120'CORNER OF AN INTERSECTION, 50 YDS. N. OF A MATTRESS FACTORY, 31 FT. N.
 EO0120'OF THE CENTER LINE OF HWY., 18 FT. W. OF THE CENTER LINE OF CROSS
 EO0120'ROAD, AND 1 FT. N. OF A TELEPHONE POLE.  NOTE-- MATTRESS FACTORY GONE,
 EO0120'FARM HOUSE IS ABOUT 300 FT. SW OF BM.
 EO0120
 EO0120                          STATION RECOVERY (1948)
 EO0120
 EO0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EO0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0050 ***********************************************************************
 DQ0050  DESIGNATION -  P 441
 DQ0050  PID         -  DQ0050
 DQ0050  STATE/COUNTY-  TX/HOCKLEY
 DQ0050  USGS QUAD   -  LEVELLAND WEST (1965)
 DQ0050
 DQ0050                         *CURRENT SURVEY CONTROL
 DQ0050  ___________________________________________________________________
 DQ0050* NAD 83(1986)-  33 35 39.     (N)    102 25 41.     (W)     SCALED    
 DQ0050* NAVD 88     -      1084.307  (meters)    3557.43   (feet)  ADJUSTED  
 DQ0050  ___________________________________________________________________
 DQ0050  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 DQ0050  DYNAMIC HT  -        1082.887 (meters)    3552.77  (feet)  COMP
 DQ0050  MODELED GRAV-     979,289.5   (mgal)                       NAVD 88
 DQ0050
 DQ0050  VERT ORDER  -  SECOND    CLASS 0
 DQ0050
 DQ0050.The horizontal coordinates were scaled from a topographic map and have
 DQ0050.an estimated accuracy of +/- 6 seconds.
 DQ0050
 DQ0050.The orthometric height was determined by differential leveling
 DQ0050.and adjusted by the National Geodetic Survey in June 1991..
 DQ0050
 DQ0050.The geoid height was determined by GEOID03.
 DQ0050
 DQ0050.The dynamic height is computed by dividing the NAVD 88
 DQ0050.geopotential number by the normal gravity value computed on the
 DQ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0050.degrees latitude (g = 980.6199 gals.).
 DQ0050
 DQ0050.The modeled gravity was interpolated from observed gravity values.
 DQ0050
 DQ0050;                    North         East    Units  Estimated Accuracy
 DQ0050;SPC TXNC     - 2,220,560.      235,510.      MT  (+/- 180 meters Scaled)
 DQ0050
 DQ0050                          SUPERSEDED SURVEY CONTROL
 DQ0050
 DQ0050  NGVD 29 (??/??/92) 1083.909  (m)         3556.12   (f) ADJ UNCH    2 0
 DQ0050
 DQ0050.Superseded values are not recommended for survey control.
 DQ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0050.See file dsdata.txt to determine how the superseded data were derived.
 DQ0050
 DQ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT386201(NAD 83)
 DQ0050_MARKER: DB = BENCH MARK DISK
 DQ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0050_STAMPING: P 441 1934
 DQ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0050+STABILITY: SURFACE MOTION
 DQ0050
 DQ0050  HISTORY     - Date     Condition        Report By
 DQ0050  HISTORY     - 1934     MONUMENTED       CGS
 DQ0050  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 DQ0050
 DQ0050                          STATION DESCRIPTION
 DQ0050
 DQ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0050'2.7 MI W FROM LEVELLAND.
 DQ0050'2.7 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0050'STATION AT LEVELLAND, HOCKLEY COUNTY, 0.5 MILE WEST OF MILEPOST 28, 50
 DQ0050'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET NORTH OF THE
 DQ0050'SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 441 1934 AND SET
 DQ0050'IN THE TOP OF A CONCRETE POST.
 DQ0050
 DQ0050                          STATION RECOVERY (1994)
 DQ0050
 DQ0050'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0106 ***********************************************************************
 DQ0106  DESIGNATION -  P 442
 DQ0106  PID         -  DQ0106
 DQ0106  STATE/COUNTY-  TX/TERRY
 DQ0106  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0106
 DQ0106                         *CURRENT SURVEY CONTROL
 DQ0106  ___________________________________________________________________
 DQ0106* NAD 83(1986)-  33 10 52.     (N)    102 18 29.     (W)     SCALED    
 DQ0106* NAVD 88     -      1013.570  (meters)    3325.35   (feet)  POSTED    
 DQ0106  ___________________________________________________________________
 DQ0106  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 DQ0106  DYNAMIC HT  -        1012.220 (meters)    3320.93  (feet)  COMP
 DQ0106  MODELED GRAV-     979,270.8   (mgal)                       NAVD 88
 DQ0106
 DQ0106  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DQ0106
 DQ0106.The horizontal coordinates were scaled from a topographic map and have
 DQ0106.an estimated accuracy of +/- 6 seconds.
 DQ0106
 DQ0106.The orthometric height was determined by differential leveling
 DQ0106.and adjusted by the National Geodetic Survey in 1992..
 DQ0106.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DQ0106.rate of 1.1 thru 2.0 mm/km.
 DQ0106
 DQ0106.The geoid height was determined by GEOID03.
 DQ0106
 DQ0106.The dynamic height is computed by dividing the NAVD 88
 DQ0106.geopotential number by the normal gravity value computed on the
 DQ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0106.degrees latitude (g = 980.6199 gals.).
 DQ0106
 DQ0106.The modeled gravity was interpolated from observed gravity values.
 DQ0106
 DQ0106;                    North         East    Units  Estimated Accuracy
 DQ0106;SPC TXNC     - 2,174,370.      244,980.      MT  (+/- 180 meters Scaled)
 DQ0106
 DQ0106                          SUPERSEDED SURVEY CONTROL
 DQ0106
 DQ0106  NGVD 29 (??/??/92) 1013.210  (m)         3324.17   (f) ADJ UNCH    2 0
 DQ0106
 DQ0106.Superseded values are not recommended for survey control.
 DQ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0106.See file dsdata.txt to determine how the superseded data were derived.
 DQ0106
 DQ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS509745(NAD 83)
 DQ0106_MARKER: DB = BENCH MARK DISK
 DQ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0106_STAMPING: P-442 1934
 DQ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0106+STABILITY: SURFACE MOTION
 DQ0106
 DQ0106  HISTORY     - Date     Condition        Report By
 DQ0106  HISTORY     - 1934     MONUMENTED       CGS
 DQ0106
 DQ0106                          STATION DESCRIPTION
 DQ0106
 DQ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0106'1.4 MI W FROM BROWNFIELD.
 DQ0106'1.4 MI. W. OF STA. ALONG U.S. NO. 380 AND STATE NO. 84 125 YDS. E. OF
 DQ0106'A CROSSROAD, 40 FT. N. OF THE CENTER LINE OF HWY., 4 FT. S.E. OF A
 DQ0106'TELEPHONE POLE, 2 FT. S. OF TELEPHONE LINE, AND 3 FT. ABOVE THE
 DQ0106'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0107 ***********************************************************************
 DQ0107  DESIGNATION -  P 442 RESET 1953
 DQ0107  PID         -  DQ0107
 DQ0107  STATE/COUNTY-  TX/TERRY
 DQ0107  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0107
 DQ0107                         *CURRENT SURVEY CONTROL
 DQ0107  ___________________________________________________________________
 DQ0107* NAD 83(1986)-  33 10 52.     (N)    102 18 29.     (W)     SCALED    
 DQ0107* NAVD 88     -      1013.20   (+/-2cm)    3324.1    (feet)  VERTCON   
 DQ0107  ___________________________________________________________________
 DQ0107  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 DQ0107
 DQ0107  VERT ORDER  -  THIRD (See Below)
 DQ0107
 DQ0107.The horizontal coordinates were scaled from a topographic map and have
 DQ0107.an estimated accuracy of +/- 6 seconds.
 DQ0107
 DQ0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0107.The vertical order pertains to the NGVD 29 superseded value.
 DQ0107
 DQ0107.The geoid height was determined by GEOID03.
 DQ0107
 DQ0107;                    North         East    Units  Estimated Accuracy
 DQ0107;SPC TXNC     - 2,174,370.      244,980.      MT  (+/- 180 meters Scaled)
 DQ0107
 DQ0107                          SUPERSEDED SURVEY CONTROL
 DQ0107
 DQ0107  NGVD 29 (01/29/03) 1012.84   (m)         3323.0    (f) RESET       3  
 DQ0107
 DQ0107.Superseded values are not recommended for survey control.
 DQ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0107.See file dsdata.txt to determine how the superseded data were derived.
 DQ0107
 DQ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS509745(NAD 83)
 DQ0107_MARKER: DB = BENCH MARK DISK
 DQ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0107_STAMPING: P 442 RESET 1953
 DQ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0107+STABILITY: SURFACE MOTION
 DQ0107
 DQ0107  HISTORY     - Date     Condition        Report By
 DQ0107  HISTORY     - 1953     MONUMENTED       TXHD
 DQ0107  HISTORY     - 1958     GOOD             NGS
 DQ0107  HISTORY     - 1969     MARK NOT FOUND   USGS
 DQ0107
 DQ0107                          STATION DESCRIPTION
 DQ0107
 DQ0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DQ0107'1.4 MI W FROM BROWNFIELD.
 DQ0107'22.5 FEET NORTH AND 4.5 FEET WEST OF THE ORIGINAL LOCATION OF P 442
 DQ0107'WHICH WAS DESCRIBED AS FOLLOWS-- 1.4 MILES WEST ALONG U.S. HIGHWAY 380
 DQ0107'AND STATE HIGHWAY 84 FROM THE PANHANDLE AND SANTA FE RAILWAY STATION
 DQ0107'AT BROWNFIELD, TERRY COUNTY, 125 YARDS EAST OF A ROAD INTERSECTION, 40
 DQ0107'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTHEAST OF A
 DQ0107'POLE, AND 2 FEET SOUTH OF THE ROW OF POLES.  A STANDARD DISK, STAMPED
 DQ0107'P 442 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST.
 DQ0107
 DQ0107                          STATION RECOVERY (1969)
 DQ0107
 DQ0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DQ0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0685 ***********************************************************************
 CU0685  DESIGNATION -  P 444
 CU0685  PID         -  CU0685
 CU0685  STATE/COUNTY-  TX/DAWSON
 CU0685  USGS QUAD   -  SPARENBERG (1970)
 CU0685
 CU0685                         *CURRENT SURVEY CONTROL
 CU0685  ___________________________________________________________________
 CU0685* NAD 83(1986)-  32 36 32.     (N)    101 48 16.     (W)     SCALED    
 CU0685* NAVD 88     -       875.849  (meters)    2873.51   (feet)  ADJUSTED  
 CU0685  ___________________________________________________________________
 CU0685  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CU0685  DYNAMIC HT  -         874.688 (meters)    2869.71  (feet)  COMP
 CU0685  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 CU0685
 CU0685  VERT ORDER  -  SECOND    CLASS 0
 CU0685
 CU0685.The horizontal coordinates were scaled from a topographic map and have
 CU0685.an estimated accuracy of +/- 6 seconds.
 CU0685
 CU0685.The orthometric height was determined by differential leveling
 CU0685.and adjusted by the National Geodetic Survey in June 1991..
 CU0685
 CU0685.The geoid height was determined by GEOID03.
 CU0685
 CU0685.The dynamic height is computed by dividing the NAVD 88
 CU0685.geopotential number by the normal gravity value computed on the
 CU0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0685.degrees latitude (g = 980.6199 gals.).
 CU0685
 CU0685.The modeled gravity was interpolated from observed gravity values.
 CU0685
 CU0685;                    North         East    Units  Estimated Accuracy
 CU0685;SPC TXNC     - 2,109,360.      289,920.      MT  (+/- 180 meters Scaled)
 CU0685
 CU0685                          SUPERSEDED SURVEY CONTROL
 CU0685
 CU0685  NGVD 29 (??/??/92)  875.546  (m)         2872.52   (f) ADJ UNCH    2 0
 CU0685
 CU0685.Superseded values are not recommended for survey control.
 CU0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0685.See file dsdata.txt to determine how the superseded data were derived.
 CU0685
 CU0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB368114(NAD 83)
 CU0685_MARKER: DB = BENCH MARK DISK
 CU0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0685_SP_SET: CULVERT
 CU0685_STAMPING: P 444 1934
 CU0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0685
 CU0685  HISTORY     - Date     Condition        Report By
 CU0685  HISTORY     - 1934     MONUMENTED       CGS
 CU0685  HISTORY     - 1961     GOOD             NGS
 CU0685
 CU0685                          STATION DESCRIPTION
 CU0685
 CU0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0685'12.4 MI SE FROM LAMESA.
 CU0685'12.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CU0685'AT LAMESA, 0.2 MILE SOUTH OF A FARMHOUSE AND WINDMILL ON THE SOUTH
 CU0685'SIDE OF THE HIGHWAY, 51 FEET EAST OF A ROW OF POWER-TRANSMISSION LINE
 CU0685'POLES, AT A 3-BY 5-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF THE WEST
 CU0685'HEADWALL, AND 18 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0677 ***********************************************************************
 CU0677  DESIGNATION -  P 446
 CU0677  PID         -  CU0677
 CU0677  STATE/COUNTY-  TX/BORDEN
 CU0677  USGS QUAD   -  HOLLOWAY CANYON (1969)
 CU0677
 CU0677                         *CURRENT SURVEY CONTROL
 CU0677  ___________________________________________________________________
 CU0677* NAD 83(1986)-  32 45 45.     (N)    101 32 29.     (W)     SCALED    
 CU0677* NAVD 88     -       797.895  (meters)    2617.76   (feet)  ADJUSTED  
 CU0677  ___________________________________________________________________
 CU0677  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 CU0677  DYNAMIC HT  -         796.846 (meters)    2614.32  (feet)  COMP
 CU0677  MODELED GRAV-     979,296.4   (mgal)                       NAVD 88
 CU0677
 CU0677  VERT ORDER  -  SECOND    CLASS 0
 CU0677
 CU0677.The horizontal coordinates were scaled from a topographic map and have
 CU0677.an estimated accuracy of +/- 6 seconds.
 CU0677
 CU0677.The orthometric height was determined by differential leveling
 CU0677.and adjusted by the National Geodetic Survey in June 1991..
 CU0677
 CU0677.The geoid height was determined by GEOID03.
 CU0677
 CU0677.The dynamic height is computed by dividing the NAVD 88
 CU0677.geopotential number by the normal gravity value computed on the
 CU0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0677.degrees latitude (g = 980.6199 gals.).
 CU0677
 CU0677.The modeled gravity was interpolated from observed gravity values.
 CU0677
 CU0677;                    North         East    Units  Estimated Accuracy
 CU0677;SPC TXNC     - 2,125,640.      315,090.      MT  (+/- 180 meters Scaled)
 CU0677
 CU0677                          SUPERSEDED SURVEY CONTROL
 CU0677
 CU0677  NGVD 29 (??/??/92)  797.574  (m)         2616.71   (f) ADJ UNCH    2 0
 CU0677
 CU0677.Superseded values are not recommended for survey control.
 CU0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0677.See file dsdata.txt to determine how the superseded data were derived.
 CU0677
 CU0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB619278(NAD 83)
 CU0677_MARKER: DB = BENCH MARK DISK
 CU0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0677_STAMPING: P 446 1934
 CU0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0677+STABILITY: SURFACE MOTION
 CU0677
 CU0677  HISTORY     - Date     Condition        Report By
 CU0677  HISTORY     - 1934     MONUMENTED       CGS
 CU0677  HISTORY     - 1969     MARK NOT FOUND   USGS
 CU0677
 CU0677                          STATION DESCRIPTION
 CU0677
 CU0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0677'6.6 MI W FROM GAIL.
 CU0677'6.6 MILES WEST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CU0677'GAIL, BORDEN COUNTY, 0.6 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION
 CU0677'25, BLOCK 32, T 5 N, T. AND P.RR SURVEY, 0.5 MILE NORTH OF A
 CU0677'RIGHT-ANGLE TURN, 0.1 MILE SOUTH OF A DIM CROSS ROAD, 32 FEET WEST OF
 CU0677'THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 CU0677'FENCE.  A STANDARD DISK, STAMPED P 446 1934 AND SET IN THE TOP OF A
 CU0677'CONCRETE POST.  NOTE-- THIS BENCH MARK MAY ALSO BE REACHED BY GOING
 CU0677'6.0 MILES NORTHWEST ALONG NEW PAVED HIGHWAY FROM GAIL, THENCE 0.5 MILE
 CU0677'SOUTH ALONG THE OLD HIGHWAY.
 CU0677
 CU0677                          STATION RECOVERY (1969)
 CU0677
 CU0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0273 ***********************************************************************
 CC0273  DESIGNATION -  P 447
 CC0273  PID         -  CC0273
 CC0273  STATE/COUNTY-  TX/WINKLER
 CC0273  USGS QUAD   -  KERMIT NW (1970)
 CC0273
 CC0273                         *CURRENT SURVEY CONTROL
 CC0273  ___________________________________________________________________
 CC0273* NAD 83(1986)-  31 59 58.     (N)    103 07 59.     (W)     SCALED    
 CC0273* NAVD 88     -       907.642  (meters)    2977.82   (feet)  ADJUSTED  
 CC0273  ___________________________________________________________________
 CC0273  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CC0273  DYNAMIC HT  -         906.364 (meters)    2973.63  (feet)  COMP
 CC0273  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 CC0273
 CC0273  VERT ORDER  -  SECOND    CLASS 0
 CC0273
 CC0273.The horizontal coordinates were scaled from a topographic map and have
 CC0273.an estimated accuracy of +/- 6 seconds.
 CC0273
 CC0273.The orthometric height was determined by differential leveling
 CC0273.and adjusted by the National Geodetic Survey in June 1991..
 CC0273
 CC0273.The geoid height was determined by GEOID03.
 CC0273
 CC0273.The dynamic height is computed by dividing the NAVD 88
 CC0273.geopotential number by the normal gravity value computed on the
 CC0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0273.degrees latitude (g = 980.6199 gals.).
 CC0273
 CC0273.The modeled gravity was interpolated from observed gravity values.
 CC0273
 CC0273;                    North         East    Units  Estimated Accuracy
 CC0273;SPC TX C     - 3,261,950.      435,460.      MT  (+/- 180 meters Scaled)
 CC0273
 CC0273                          SUPERSEDED SURVEY CONTROL
 CC0273
 CC0273  NGVD 29 (??/??/92)  907.242  (m)         2976.51   (f) ADJ UNCH    2 0
 CC0273
 CC0273.Superseded values are not recommended for survey control.
 CC0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0273.See file dsdata.txt to determine how the superseded data were derived.
 CC0273
 CC0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR763418(NAD 83)
 CC0273_MARKER: DB = BENCH MARK DISK
 CC0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0273_STAMPING: P-447 1935
 CC0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0273+STABILITY: SURFACE MOTION
 CC0273
 CC0273  HISTORY     - Date     Condition        Report By
 CC0273  HISTORY     - 1935     MONUMENTED       CGS
 CC0273  HISTORY     - 1970     MARK NOT FOUND   USGS
 CC0273
 CC0273                          STATION DESCRIPTION
 CC0273
 CC0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0273'1.2 MI N FROM CHEYENNE.
 CC0273'1.2 MI. N. ALONG T AND NM RY 0.1 MI. S. OF TEXAS-NEW MEXICO STATE
 CC0273'LINE, 153 FT. E. OF MILE POST NO. 34, 102 FT. E. OF THE CENTER LINE OF
 CC0273'TRACK, 54 FT. W. OF THE CENTER LINE OF HWY., AND 2 FT. W. OF R.O.W.
 CC0273'FENCE.
 CC0273
 CC0273                          STATION RECOVERY (1970)
 CC0273
 CC0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CC0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0397 ***********************************************************************
 BN0397  DESIGNATION -  P 448
 BN0397  PID         -  BN0397
 BN0397  STATE/COUNTY-  TX/MASON
 BN0397  USGS QUAD   -  LONDON (1968)
 BN0397
 BN0397                         *CURRENT SURVEY CONTROL
 BN0397  ___________________________________________________________________
 BN0397* NAD 83(1986)-  30 43 39.     (N)    099 30 34.     (W)     SCALED    
 BN0397* NAVD 88     -       555.669  (meters)    1823.06   (feet)  ADJUSTED  
 BN0397  ___________________________________________________________________
 BN0397  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BN0397  DYNAMIC HT  -         554.898 (meters)    1820.53  (feet)  COMP
 BN0397  MODELED GRAV-     979,235.1   (mgal)                       NAVD 88
 BN0397
 BN0397  VERT ORDER  -  SECOND    CLASS 0
 BN0397
 BN0397.The horizontal coordinates were scaled from a topographic map and have
 BN0397.an estimated accuracy of +/- 6 seconds.
 BN0397
 BN0397.The orthometric height was determined by differential leveling
 BN0397.and adjusted by the National Geodetic Survey in June 1991..
 BN0397
 BN0397.The geoid height was determined by GEOID03.
 BN0397
 BN0397.The dynamic height is computed by dividing the NAVD 88
 BN0397.geopotential number by the normal gravity value computed on the
 BN0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0397.degrees latitude (g = 980.6199 gals.).
 BN0397
 BN0397.The modeled gravity was interpolated from observed gravity values.
 BN0397
 BN0397;                    North         East    Units  Estimated Accuracy
 BN0397;SPC TX C     - 3,117,890.      778,900.      MT  (+/- 180 meters Scaled)
 BN0397
 BN0397                          SUPERSEDED SURVEY CONTROL
 BN0397
 BN0397  NGVD 29 (??/??/92)  555.614  (m)         1822.88   (f) ADJ UNCH    2 0
 BN0397
 BN0397.Superseded values are not recommended for survey control.
 BN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0397.See file dsdata.txt to determine how the superseded data were derived.
 BN0397
 BN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU512995(NAD 83)
 BN0397_MARKER: DB = BENCH MARK DISK
 BN0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0397_STAMPING: P-448 1935
 BN0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0397+STABILITY: SURFACE MOTION
 BN0397
 BN0397  HISTORY     - Date     Condition        Report By
 BN0397  HISTORY     - 1935     MONUMENTED       CGS
 BN0397  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0397
 BN0397                          STATION DESCRIPTION
 BN0397
 BN0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0397'19.9 MI SW FROM MASON.
 BN0397'19.9 MI. S. W. OF COURTHOUSE ALONG STATE NO. 29 0.3 MI. N. OF A CURVE
 BN0397'IN HWY., 163 FT. S. OF A RANCH HOUSE ON THE E. SIDE OF HWY., 30 FT. E.
 BN0397'OF THE CENTER LINE OF HWY., 13 FT. S. OF T ANGLE IN FENCE, AND 1 FT.
 BN0397'W. OF FENCE.
 BN0397
 BN0397                          STATION RECOVERY (1953)
 BN0397
 BN0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BN0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0343 ***********************************************************************
 BN0343  DESIGNATION -  P 449
 BN0343  PID         -  BN0343
 BN0343  STATE/COUNTY-  TX/KERR
 BN0343  USGS QUAD   -  MUDGE DRAW (1974)
 BN0343
 BN0343                         *CURRENT SURVEY CONTROL
 BN0343  ___________________________________________________________________
 BN0343* NAD 83(1986)-  30 16 48.     (N)    099 30 31.     (W)     SCALED    
 BN0343* NAVD 88     -       653.972  (meters)    2145.57   (feet)  ADJUSTED  
 BN0343  ___________________________________________________________________
 BN0343  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BN0343  DYNAMIC HT  -         653.028 (meters)    2142.48  (feet)  COMP
 BN0343  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 BN0343
 BN0343  VERT ORDER  -  SECOND    CLASS 0
 BN0343
 BN0343.The horizontal coordinates were scaled from a topographic map and have
 BN0343.an estimated accuracy of +/- 6 seconds.
 BN0343
 BN0343.The orthometric height was determined by differential leveling
 BN0343.and adjusted by the National Geodetic Survey in June 1991..
 BN0343
 BN0343.The geoid height was determined by GEOID03.
 BN0343
 BN0343.The dynamic height is computed by dividing the NAVD 88
 BN0343.geopotential number by the normal gravity value computed on the
 BN0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0343.degrees latitude (g = 980.6199 gals.).
 BN0343
 BN0343.The modeled gravity was interpolated from observed gravity values.
 BN0343
 BN0343;                    North         East    Units  Estimated Accuracy
 BN0343;SPC TXSC     - 4,271,270.      551,070.      MT  (+/- 180 meters Scaled)
 BN0343
 BN0343                          SUPERSEDED SURVEY CONTROL
 BN0343
 BN0343  NGVD 29 (??/??/92)  653.909  (m)         2145.37   (f) ADJ UNCH    2 0
 BN0343
 BN0343.Superseded values are not recommended for survey control.
 BN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0343.See file dsdata.txt to determine how the superseded data were derived.
 BN0343
 BN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU510499(NAD 83)
 BN0343_MARKER: DB = BENCH MARK DISK
 BN0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0343_STAMPING: P 449 1935
 BN0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0343+STABILITY: SURFACE MOTION
 BN0343
 BN0343  HISTORY     - Date     Condition        Report By
 BN0343  HISTORY     - 1935     MONUMENTED       CGS
 BN0343  HISTORY     - 1953     GOOD             NGS
 BN0343  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0343
 BN0343                          STATION DESCRIPTION
 BN0343
 BN0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0343'11.85 MI NW FROM MT HOME.
 BN0343'11.85 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 BN0343'MT. HOME, 1.0 MILE NORTHWEST OF AN ENTRANCE TO THE LIVE OAK RANCH, 0.9
 BN0343'MILE SOUTHEAST OF THE KIMBLE AND KERR COUNTY LINE, 0.1 MILE SOUTHEAST
 BN0343'OF A LARGE CONCRETE CULVERT, 49 FEET SOUTHWEST OF THE CENTER LINE OF
 BN0343'THE HIGHWAY, 14.7 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHWEST OF A
 BN0343'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BN0343'FOOT ABOVE THE GROUND.
 BN0343
 BN0343                          STATION RECOVERY (1974)
 BN0343
 BN0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BN0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1124 ***********************************************************************
 AY1124  DESIGNATION -  P 450
 AY1124  PID         -  AY1124
 AY1124  STATE/COUNTY-  TX/BANDERA
 AY1124  USGS QUAD   -  ROCK CLIFF RESERVOIR (1982)
 AY1124
 AY1124                         *CURRENT SURVEY CONTROL
 AY1124  ___________________________________________________________________
 AY1124* NAD 83(1986)-  29 47 47.     (N)    099 13 42.     (W)     SCALED    
 AY1124* NAVD 88     -       431.015  (meters)    1414.09   (feet)  ADJUSTED  
 AY1124  ___________________________________________________________________
 AY1124  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AY1124  DYNAMIC HT  -         430.392 (meters)    1412.04  (feet)  COMP
 AY1124  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 AY1124
 AY1124  VERT ORDER  -  SECOND    CLASS 0
 AY1124
 AY1124.The horizontal coordinates were scaled from a topographic map and have
 AY1124.an estimated accuracy of +/- 6 seconds.
 AY1124
 AY1124.The orthometric height was determined by differential leveling
 AY1124.and adjusted by the National Geodetic Survey in June 1991..
 AY1124
 AY1124.The geoid height was determined by GEOID03.
 AY1124
 AY1124.The dynamic height is computed by dividing the NAVD 88
 AY1124.geopotential number by the normal gravity value computed on the
 AY1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1124.degrees latitude (g = 980.6199 gals.).
 AY1124
 AY1124.The modeled gravity was interpolated from observed gravity values.
 AY1124
 AY1124;                    North         East    Units  Estimated Accuracy
 AY1124;SPC TXSC     - 4,217,580.      577,930.      MT  (+/- 180 meters Scaled)
 AY1124
 AY1124                          SUPERSEDED SURVEY CONTROL
 AY1124
 AY1124  NGVD 29 (??/??/92)  430.909  (m)         1413.74   (f) ADJ UNCH    2 0
 AY1124
 AY1124.Superseded values are not recommended for survey control.
 AY1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1124.See file dsdata.txt to determine how the superseded data were derived.
 AY1124
 AY1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT779962(NAD 83)
 AY1124_MARKER: DB = BENCH MARK DISK
 AY1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1124_STAMPING: P 450 1935
 AY1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1124+STABILITY: SURFACE MOTION
 AY1124
 AY1124  HISTORY     - Date     Condition        Report By
 AY1124  HISTORY     - 1935     MONUMENTED       CGS
 AY1124  HISTORY     - 1953     GOOD             NGS
 AY1124  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1124  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1124
 AY1124                          STATION DESCRIPTION
 AY1124
 AY1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1124'1.2 MI SE FROM MEDINA.
 AY1124'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1124'MEDINA, 300 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A DIP IN THE
 AY1124'HIGHWAY, IN THE NORTHWEST CORNER OF A PASTURE, 69 FEET SOUTHEAST OF A
 AY1124'FENCE CORNER, 45.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AY1124'8.3 FEET SOUTHWEST OF A WITNESS POST, 7.8 FEET SOUTHWEST OF A FENCE,
 AY1124'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AY1124'GROUND.
 AY1124
 AY1124                          STATION RECOVERY (1990)
 AY1124
 AY1124'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1124'MARK NOT FOUND.
 AY1124
 AY1124                          STATION RECOVERY (1993)
 AY1124
 AY1124'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0506 ***********************************************************************
 BP0506  DESIGNATION -  P 452
 BP0506  PID         -  BP0506
 BP0506  STATE/COUNTY-  TX/REEVES
 BP0506  USGS QUAD   -  TOYAHVALE (1972)
 BP0506
 BP0506                         *CURRENT SURVEY CONTROL
 BP0506  ___________________________________________________________________
 BP0506* NAD 83(1986)-  30 56 16.     (N)    103 49 39.     (W)     SCALED    
 BP0506* NAVD 88     -      1048.386  (meters)    3439.58   (feet)  POSTED    
 BP0506  ___________________________________________________________________
 BP0506  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BP0506  DYNAMIC HT  -        1046.780 (meters)    3434.31  (feet)  COMP
 BP0506  MODELED GRAV-     979,073.0   (mgal)                       NAVD 88
 BP0506
 BP0506  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0506
 BP0506.The horizontal coordinates were scaled from a topographic map and have
 BP0506.an estimated accuracy of +/- 6 seconds.
 BP0506
 BP0506.The orthometric height was determined by differential leveling
 BP0506.and adjusted by the National Geodetic Survey in 1992..
 BP0506.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0506.rate of 1.1 thru 2.0 mm/km.
 BP0506
 BP0506.The geoid height was determined by GEOID03.
 BP0506
 BP0506.The dynamic height is computed by dividing the NAVD 88
 BP0506.geopotential number by the normal gravity value computed on the
 BP0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0506.degrees latitude (g = 980.6199 gals.).
 BP0506
 BP0506.The modeled gravity was interpolated from observed gravity values.
 BP0506
 BP0506;                    North         East    Units  Estimated Accuracy
 BP0506;SPC TX C     - 3,146,150.      366,170.      MT  (+/- 180 meters Scaled)
 BP0506
 BP0506                          SUPERSEDED SURVEY CONTROL
 BP0506
 BP0506  NGVD 29 (??/??/92) 1048.030  (m)         3438.41   (f) ADJ UNCH    2 0
 BP0506
 BP0506.Superseded values are not recommended for survey control.
 BP0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0506.See file dsdata.txt to determine how the superseded data were derived.
 BP0506
 BP0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ120232(NAD 83)
 BP0506_MARKER: DB = BENCH MARK DISK
 BP0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0506_STAMPING: P 452 1934 3438.504
 BP0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0506+STABILITY: SURFACE MOTION
 BP0506
 BP0506  HISTORY     - Date     Condition        Report By
 BP0506  HISTORY     - 1934     MONUMENTED       CGS
 BP0506  HISTORY     - 1958     GOOD             NGS
 BP0506  HISTORY     - 1972     MARK NOT FOUND   USGS
 BP0506  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0506
 BP0506                          STATION DESCRIPTION
 BP0506
 BP0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0506'2.4 MI W FROM TOYAHVALE.
 BP0506'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0506'TOYAHVALE, 39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SOUTH OF
 BP0506'AND ACROSS THE HIGHWAY FROM A STUCCO CHURCH, 0.15 MILE EAST-SOUTHEAST
 BP0506'OF A CONCRETE HIGHWAY BRIDGE, ON THE OUTSIDE OF A LONG CURVE, 97 FEET
 BP0506'NORTH OF A POWER POLE WHICH IS THE FIRST POWER POLE EAST OF A JUNCTION
 BP0506'POLE FOR 4 POWER LINES, 150 FEET EAST OF A 25-INCH TREE, 1 1/2 FEET
 BP0506'EAST OF A FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND IN
 BP0506'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BP0506
 BP0506                          STATION RECOVERY (1972)
 BP0506
 BP0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 BP0506'MARK NOT FOUND.
 BP0506
 BP0506                          STATION RECOVERY (1996)
 BP0506
 BP0506'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0256 ***********************************************************************
 BP0256  DESIGNATION -  P 453
 BP0256  PID         -  BP0256
 BP0256  STATE/COUNTY-  TX/PECOS
 BP0256  USGS QUAD   -  BELDING NW (1970)
 BP0256
 BP0256                         *CURRENT SURVEY CONTROL
 BP0256  ___________________________________________________________________
 BP0256* NAD 83(1986)-  30 54 54.     (N)    103 08 23.     (W)     SCALED    
 BP0256* NAVD 88     -       921.604  (meters)    3023.63   (feet)  POSTED    
 BP0256  ___________________________________________________________________
 BP0256  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BP0256  DYNAMIC HT  -         920.200 (meters)    3019.02  (feet)  COMP
 BP0256  MODELED GRAV-     979,087.4   (mgal)                       NAVD 88
 BP0256
 BP0256  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0256
 BP0256.The horizontal coordinates were scaled from a topographic map and have
 BP0256.an estimated accuracy of +/- 6 seconds.
 BP0256
 BP0256.The orthometric height was determined by differential leveling
 BP0256.and adjusted by the National Geodetic Survey in 1992..
 BP0256.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0256.rate of 1.1 thru 2.0 mm/km.
 BP0256
 BP0256.The geoid height was determined by GEOID03.
 BP0256
 BP0256.The dynamic height is computed by dividing the NAVD 88
 BP0256.geopotential number by the normal gravity value computed on the
 BP0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0256.degrees latitude (g = 980.6199 gals.).
 BP0256
 BP0256.The modeled gravity was interpolated from observed gravity values.
 BP0256
 BP0256;                    North         East    Units  Estimated Accuracy
 BP0256;SPC TX C     - 3,141,770.      431,800.      MT  (+/- 180 meters Scaled)
 BP0256
 BP0256                          SUPERSEDED SURVEY CONTROL
 BP0256
 BP0256  NGVD 29 (??/??/92)  921.254  (m)         3022.48   (f) ADJ UNCH    2 0
 BP0256
 BP0256.Superseded values are not recommended for survey control.
 BP0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0256.See file dsdata.txt to determine how the superseded data were derived.
 BP0256
 BP0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ777216(NAD 83)
 BP0256_MARKER: DB = BENCH MARK DISK
 BP0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0256_STAMPING: P 453 1935 3022.481
 BP0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0256+STABILITY: SURFACE MOTION
 BP0256
 BP0256  HISTORY     - Date     Condition        Report By
 BP0256  HISTORY     - 1935     MONUMENTED       CGS
 BP0256  HISTORY     - 1958     GOOD             NGS
 BP0256  HISTORY     - 19961005 GOOD             USPSQD
 BP0256
 BP0256                          STATION DESCRIPTION
 BP0256
 BP0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0256'15.5 MI W FROM FORT STOCKTON.
 BP0256'ABOUT 15.5 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0256'SANTA FE RAILWAY STATION AT FORT STOCKTON, 55 FEET NORTH OF THE CENTER
 BP0256'LINE OF THE HIGHWAY, ABOUT 0.5 MILE WEST OF A DIRT ROAD INTERSECTION,
 BP0256'140 FEET WEST OF A CONCRETE RIGHT OF WAY MARKER, 1 FOOT SOUTH OF A
 BP0256'FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BP0256'CONCRETE POST PROJECTING 7 INCHES AND ABOUT 3 FEET BELOW THE LEVELL OF
 BP0256'THE HIGHWAY.
 BP0256
 BP0256                          STATION RECOVERY (1996)
 BP0256
 BP0256'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0005 ***********************************************************************
 BB0005  DESIGNATION -  P 454
 BB0005  PID         -  BB0005
 BB0005  STATE/COUNTY-  TX/PRESIDIO
 BB0005  USGS QUAD   -  CIENEGUITA (1983)
 BB0005
 BB0005                         *CURRENT SURVEY CONTROL
 BB0005  ___________________________________________________________________
 BB0005* NAD 83(1986)-  29 53 10.     (N)    104 16 41.     (W)     SCALED    
 BB0005* NAVD 88     -      1339.873  (meters)    4395.90   (feet)  ADJUSTED  
 BB0005  ___________________________________________________________________
 BB0005  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BB0005  DYNAMIC HT  -        1337.617 (meters)    4388.50  (feet)  COMP
 BB0005  MODELED GRAV-     978,911.9   (mgal)                       NAVD 88
 BB0005
 BB0005  VERT ORDER  -  FIRST     CLASS II
 BB0005
 BB0005.The horizontal coordinates were scaled from a topographic map and have
 BB0005.an estimated accuracy of +/- 6 seconds.
 BB0005
 BB0005.The orthometric height was determined by differential leveling
 BB0005.and adjusted by the National Geodetic Survey in June 1991..
 BB0005
 BB0005.The geoid height was determined by GEOID03.
 BB0005
 BB0005.The dynamic height is computed by dividing the NAVD 88
 BB0005.geopotential number by the normal gravity value computed on the
 BB0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0005.degrees latitude (g = 980.6199 gals.).
 BB0005
 BB0005.The modeled gravity was interpolated from observed gravity values.
 BB0005
 BB0005;                    North         East    Units  Estimated Accuracy
 BB0005;SPC TXSC     - 4,239,010.       90,380.      MT  (+/- 180 meters Scaled)
 BB0005
 BB0005                          SUPERSEDED SURVEY CONTROL
 BB0005
 BB0005  NGVD 29 (??/??/92) 1339.401  (m)         4394.35   (f) ADJ UNCH    1 2
 BB0005
 BB0005.Superseded values are not recommended for survey control.
 BB0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0005.See file dsdata.txt to determine how the superseded data were derived.
 BB0005
 BB0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP697063(NAD 83)
 BB0005_MARKER: DB = BENCH MARK DISK
 BB0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0005_STAMPING: P 454 1935
 BB0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0005+STABILITY: SURFACE MOTION
 BB0005
 BB0005  HISTORY     - Date     Condition        Report By
 BB0005  HISTORY     - 1935     MONUMENTED       CGS
 BB0005  HISTORY     - 1966     GOOD             NGS
 BB0005  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0005
 BB0005                          STATION DESCRIPTION
 BB0005
 BB0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BB0005'6.2 MI N FROM SHAFTER.
 BB0005'ABOUT 6.2 MILES NORTH ALONG U. S. HIGHWAY 67 FROM THE BRIDGE OVER
 BB0005'CIBOLO CREEK AT SHAFTER, 0.2 MILES SOUTH OF A LARGE WHITE PAINTED
 BB0005'WATER TANK THAT PROJECTS ABOUT 6 FEET ABOVE THE GROUND, 820 FEET WEST
 BB0005'OF THE CENTERLINE OF THE HIGHWAY, 46 FEET EAST OF THE CENTERLINE OF
 BB0005'THE ABANDONED U. S. HIGHWAY 67, 0.3 MILES SOUTHWEST OF A CULVERT UNDER
 BB0005'THE OLD ROAD, 3 FEET SOUTH OF A POLE IN LINE WITH A ROW OF TELEPHONE
 BB0005'POLES, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF
 BB0005'A CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
 BB0005
 BB0005                          STATION RECOVERY (1996)
 BB0005
 BB0005'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0494 ***********************************************************************
 AW0494  DESIGNATION -  P 456
 AW0494  PID         -  AW0494
 AW0494  STATE/COUNTY-  TX/GALVESTON
 AW0494  USGS QUAD   -  ALGOA (1974)
 AW0494
 AW0494                         *CURRENT SURVEY CONTROL
 AW0494  ___________________________________________________________________
 AW0494* NAD 83(1986)-  29 23 25.     (N)    095 08 28.     (W)     SCALED    
 AW0494* NAVD 88     -         9.454  (meters)      31.02   (feet)  ADJUSTED  
 AW0494  ___________________________________________________________________
 AW0494  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW0494  DYNAMIC HT  -           9.441 (meters)      30.97  (feet)  COMP
 AW0494  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 AW0494  OBS GRAVITY -     979,266.4   (mgal)                       GRAV_OBS
 AW0494
 AW0494  VERT ORDER  -  FIRST     CLASS I
 AW0494
 AW0494.The horizontal coordinates were scaled from a topographic map and have
 AW0494.an estimated accuracy of +/- 6 seconds.
 AW0494
 AW0494.The orthometric height was determined by differential leveling
 AW0494.and adjusted by the National Geodetic Survey in June 1991..
 AW0494
 AW0494.The geoid height was determined by GEOID03.
 AW0494
 AW0494.The dynamic height is computed by dividing the NAVD 88
 AW0494.geopotential number by the normal gravity value computed on the
 AW0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0494.degrees latitude (g = 980.6199 gals.).
 AW0494
 AW0494.The modeled gravity was interpolated from observed gravity values.
 AW0494.The observed gravity was obtained from relative gravimeter ties
 AW0494.to the IGSN71 gravity network.
 AW0494
 AW0494;                    North         East    Units  Estimated Accuracy
 AW0494;SPC TXSC     - 4,178,730.      974,470.      MT  (+/- 180 meters Scaled)
 AW0494
 AW0494                          SUPERSEDED SURVEY CONTROL
 AW0494
 AW0494  NGVD 29 (12/23/87)    9.451  (m)           31.01   (f) ADJUSTED    1 1
 AW0494
 AW0494.Superseded values are not recommended for survey control.
 AW0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0494.See file dsdata.txt to determine how the superseded data were derived.
 AW0494
 AW0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN922531(NAD 83)
 AW0494_MARKER: DB = BENCH MARK DISK
 AW0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0494_SP_SET: CONCRETE POST
 AW0494_STAMPING: P 456 1951
 AW0494_MARK LOGO: CGS   
 AW0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0494+STABILITY: SURFACE MOTION
 AW0494
 AW0494  HISTORY     - Date     Condition        Report By
 AW0494  HISTORY     - 1951     MONUMENTED       CGS
 AW0494  HISTORY     - 1973     GOOD             NGS
 AW0494  HISTORY     - 1978     GOOD             NGS
 AW0494  HISTORY     - 1987     GOOD             USPSQD
 AW0494  HISTORY     - 1987     GOOD             USPSQD
 AW0494  HISTORY     - 1987     GOOD             USPSQD
 AW0494  HISTORY     - 1987     GOOD             USPSQD
 AW0494  HISTORY     - 1987     GOOD             USPSQD
 AW0494  HISTORY     - 1987     GOOD             NGS
 AW0494  HISTORY     - 1988     GOOD             USPSQD
 AW0494  HISTORY     - 1988     GOOD             USPSQD
 AW0494  HISTORY     - 1988     GOOD             USPSQD
 AW0494  HISTORY     - 1988     GOOD             USPSQD
 AW0494  HISTORY     - 1988     GOOD             USPSQD
 AW0494  HISTORY     - 1988     GOOD             USPSQD
 AW0494  HISTORY     - 1988     GOOD             USPSQD
 AW0494  HISTORY     - 1988     GOOD             USPSQD
 AW0494  HISTORY     - 1988     GOOD             USPSQD
 AW0494  HISTORY     - 1988     GOOD             USPSQD
 AW0494  HISTORY     - 1989     GOOD             USPSQD
 AW0494  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0494  HISTORY     - 1992     GOOD             USPSQD
 AW0494  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AW0494  HISTORY     - 20020109 MARK NOT FOUND   USPSQD
 AW0494  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 AW0494  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AW0494
 AW0494                          STATION DESCRIPTION
 AW0494
 AW0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0494'2.4 MI E FROM ALGOA.
 AW0494'2.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0494'THE STATION AT ALGOA, 2.3 MILES WEST OF ARCADIA, 0.2 MILE WEST OF THE
 AW0494'CROSSING OF TOWER ROAD, 46.5 FEET NORTH OF THE NORTH RAIL, 171 FEET
 AW0494'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 6, 42 FEET NORTH-NORTHWEST
 AW0494'OF MILEPOST 22, 1.0 FOOT SOUTH OF A FENCE, 0.9 FOOT WEST OF A WITNESS
 AW0494'POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 AW0494'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW0494
 AW0494                          STATION RECOVERY (1978)
 AW0494
 AW0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1987)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1987)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1987)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1987)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1987)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1987)
 AW0494
 AW0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1988)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1988)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1988)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1988)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1988)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1988)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1988)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1988)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1988)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1988)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1989)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1990)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0494'MARK NOT FOUND.
 AW0494
 AW0494                          STATION RECOVERY (1992)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1992 (KCS)
 AW0494'RECOVERED IN GOOD CONDITION.
 AW0494
 AW0494                          STATION RECOVERY (1999)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0494'MARK NOT FOUND.
 AW0494
 AW0494                          STATION RECOVERY (2002)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0494'MARK NOT FOUND.
 AW0494
 AW0494                          STATION RECOVERY (2004)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0494'MARK NOT FOUND.
 AW0494
 AW0494                          STATION RECOVERY (2005)
 AW0494
 AW0494'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3363 ***********************************************************************
 AW3363  DESIGNATION -  P 457
 AW3363  PID         -  AW3363
 AW3363  STATE/COUNTY-  TX/HARRIS
 AW3363  USGS QUAD   -  BELLAIRE (1995)
 AW3363
 AW3363                         *CURRENT SURVEY CONTROL
 AW3363  ___________________________________________________________________
 AW3363* NAD 83(1986)-  29 38 41.     (N)    095 24 05.     (W)     SCALED    
 AW3363* NAVD 88     -        16.66   (+/-2cm)      54.7    (feet)  VERTCON   
 AW3363  ___________________________________________________________________
 AW3363  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW3363
 AW3363  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3363
 AW3363.The horizontal coordinates were scaled from a topographic map and have
 AW3363.an estimated accuracy of +/- 6 seconds.
 AW3363
 AW3363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3363.The vertical order pertains to the NGVD 29 superseded value.
 AW3363
 AW3363.The geoid height was determined by GEOID03.
 AW3363
 AW3363;                    North         East    Units  Estimated Accuracy
 AW3363;SPC TXSC     - 4,206,110.      948,350.      MT  (+/- 180 meters Scaled)
 AW3363
 AW3363                          SUPERSEDED SURVEY CONTROL
 AW3363
 AW3363  NGVD 29 (??/??/92)   16.655  (m)           54.64   (f) ADJ UNCH    1 2
 AW3363
 AW3363.Superseded values are not recommended for survey control.
 AW3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3363.See file dsdata.txt to determine how the superseded data were derived.
 AW3363
 AW3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN675818(NAD 83)
 AW3363_MARKER: DB = BENCH MARK DISK
 AW3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3363_STAMPING: P 457 1951
 AW3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3363+STABILITY: SURFACE MOTION
 AW3363
 AW3363  HISTORY     - Date     Condition        Report By
 AW3363  HISTORY     - 1951     MONUMENTED       CGS
 AW3363  HISTORY     - 1959     GOOD             NGS
 AW3363  HISTORY     - 1964     GOOD             NGS
 AW3363
 AW3363                          STATION DESCRIPTION
 AW3363
 AW3363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3363'11.3 MI S FROM HOUSTON.
 AW3363'ABOUT 4.75 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 AW3363'RAILWAY FROM THE UNION STATION AT HOUSTON, THENCE ABOUT 4.5 MILES
 AW3363'SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD, THENCE ABOUT 1.95
 AW3363'MILES SOUTH ALONG THE HOUSTON BELT AND TERMINAL RAILROAD, THENCE ABOUT
 AW3363'0.1 MILE EAST ALONG A PRIVATE SHELL ROAD, 21 FEET WEST OF THE
 AW3363'NORTHWEST CORNER OF A SMALL WHITE HOUSE, 3 FEET SOUTHEAST OF THE
 AW3363'NORTHEAST CORNER OF A COW SHED, AND IN THE TOP OF A CONCRETE POST
 AW3363'FLUSH WITH THE GROUND.
 AW3363
 AW3363                          STATION RECOVERY (1964)
 AW3363
 AW3363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2649 ***********************************************************************
 AW2649  DESIGNATION -  P 460
 AW2649  PID         -  AW2649
 AW2649  STATE/COUNTY-  TX/GALVESTON
 AW2649  USGS QUAD   -  THE JETTIES (1994)
 AW2649
 AW2649                         *CURRENT SURVEY CONTROL
 AW2649  ___________________________________________________________________
 AW2649* NAD 83(1986)-  29 19 52.     (N)    094 43 15.     (W)     SCALED    
 AW2649* NAVD 88     -         1.17   (+/-2cm)       3.8    (feet)  VERTCON   
 AW2649  ___________________________________________________________________
 AW2649  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW2649
 AW2649  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2649
 AW2649.The horizontal coordinates were scaled from a topographic map and have
 AW2649.an estimated accuracy of +/- 6 seconds.
 AW2649
 AW2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2649.The vertical order pertains to the NGVD 29 superseded value.
 AW2649
 AW2649.The geoid height was determined by GEOID03.
 AW2649
 AW2649;                    North         East    Units  Estimated Accuracy
 AW2649;SPC TXSC     - 4,173,600.    1,015,470.      MT  (+/- 180 meters Scaled)
 AW2649
 AW2649                          SUPERSEDED SURVEY CONTROL
 AW2649
 AW2649  NGVD 29 (??/??/92)    1.165  (m)            3.82   (f) ADJ UNCH    1 2
 AW2649
 AW2649.Superseded values are not recommended for survey control.
 AW2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2649.See file dsdata.txt to determine how the superseded data were derived.
 AW2649
 AW2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN329459(NAD 83)
 AW2649_MARKER: DB = BENCH MARK DISK
 AW2649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2649_SP_SET: JETTY
 AW2649_STAMPING: P 460 1951
 AW2649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2649
 AW2649  HISTORY     - Date     Condition        Report By
 AW2649  HISTORY     - 1951     MONUMENTED       CGS
 AW2649  HISTORY     - 1964     GOOD             NGS
 AW2649  HISTORY     - 1990     GOOD             USPSQD
 AW2649  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW2649
 AW2649                          STATION DESCRIPTION
 AW2649
 AW2649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2649'5.6 MI NE FROM GALVESTON.
 AW2649'ABOUT 3.7 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW2649'CENTER AT GALVESTON, THENCE 1.9 MILES EAST ALONG THE SOUTH JETTY, SET
 AW2649'IN THE TOP OF THE NORTHEAST CORNER OF THE END OF THE CONCRETE JETTY, 1
 AW2649'FOOT SOUTH OF THE NORTH EDGE OF THE CONCRETE PORTION OF THE JETTY, 1
 AW2649'FOOT WEST OF THE EAST END OF THE CONCRETE PORTION OF THE JETTY.
 AW2649
 AW2649                          STATION RECOVERY (1990)
 AW2649
 AW2649'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW2649'RECOVERED IN GOOD CONDITION.
 AW2649
 AW2649                          STATION RECOVERY (1999)
 AW2649
 AW2649'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1433 ***********************************************************************
 AY1433  DESIGNATION -  P 461
 AY1433  PID         -  AY1433
 AY1433  STATE/COUNTY-  TX/REAL
 AY1433  USGS QUAD   -  LEAKEY (1971)
 AY1433
 AY1433                         *CURRENT SURVEY CONTROL
 AY1433  ___________________________________________________________________
 AY1433* NAD 83(1986)-  29 44 15.     (N)    099 45 39.     (W)     SCALED    
 AY1433* NAVD 88     -       498.040  (meters)    1633.99   (feet)  ADJUSTED  
 AY1433  ___________________________________________________________________
 AY1433  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AY1433  DYNAMIC HT  -         497.305 (meters)    1631.57  (feet)  COMP
 AY1433  MODELED GRAV-     979,151.2   (mgal)                       NAVD 88
 AY1433
 AY1433  VERT ORDER  -  SECOND    CLASS 0
 AY1433
 AY1433.The horizontal coordinates were scaled from a topographic map and have
 AY1433.an estimated accuracy of +/- 6 seconds.
 AY1433
 AY1433.The orthometric height was determined by differential leveling
 AY1433.and adjusted by the National Geodetic Survey in June 1991..
 AY1433
 AY1433.The geoid height was determined by GEOID03.
 AY1433
 AY1433.The dynamic height is computed by dividing the NAVD 88
 AY1433.geopotential number by the normal gravity value computed on the
 AY1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1433.degrees latitude (g = 980.6199 gals.).
 AY1433
 AY1433.The modeled gravity was interpolated from observed gravity values.
 AY1433
 AY1433;                    North         East    Units  Estimated Accuracy
 AY1433;SPC TXSC     - 4,211,270.      526,410.      MT  (+/- 180 meters Scaled)
 AY1433
 AY1433                          SUPERSEDED SURVEY CONTROL
 AY1433
 AY1433  NGVD 29 (??/??/92)  497.954  (m)         1633.70   (f) ADJ UNCH    2 0
 AY1433
 AY1433.Superseded values are not recommended for survey control.
 AY1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1433.See file dsdata.txt to determine how the superseded data were derived.
 AY1433
 AY1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT264899(NAD 83)
 AY1433_MARKER: DB = BENCH MARK DISK
 AY1433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1433_SP_SET: CULVERT
 AY1433_STAMPING: P 461 1953
 AY1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1433
 AY1433  HISTORY     - Date     Condition        Report By
 AY1433  HISTORY     - 1953     MONUMENTED       CGS
 AY1433  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1433  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1433  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1433  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1433
 AY1433                          STATION DESCRIPTION
 AY1433
 AY1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1433'0.75 MI N FROM LEAKEY.
 AY1433'0.75 MILE NORTH ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1433'COURTHOUSE AT LEAKEY, AT A JUNCTION OF THE HIGHWAY AND THE RANCH ROAD,
 AY1433'29 FEET EAST OF THE CENTER LINE OF THE RANCH ROAD, 21 FEET WEST OF THE
 AY1433'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 AY1433'WEST HEADWALL OF A CONCRETE CULVERT.
 AY1433
 AY1433                          STATION RECOVERY (1989)
 AY1433
 AY1433'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1433'MARK NOT FOUND.
 AY1433
 AY1433                          STATION RECOVERY (2001)
 AY1433
 AY1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1433'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1433
 AY1433                          STATION RECOVERY (2001)
 AY1433
 AY1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1433'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1433
 AY1433                          STATION RECOVERY (2001)
 AY1433
 AY1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1433'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1396 ***********************************************************************
 AY1396  DESIGNATION -  P 462
 AY1396  PID         -  AY1396
 AY1396  STATE/COUNTY-  TX/REAL
 AY1396  USGS QUAD   -  LEAKEY (1971)
 AY1396
 AY1396                         *CURRENT SURVEY CONTROL
 AY1396  ___________________________________________________________________
 AY1396* NAD 83(1986)-  29 43 31.     (N)    099 46 22.     (W)     SCALED    
 AY1396* NAVD 88     -       510.333  (meters)    1674.32   (feet)  ADJUSTED  
 AY1396  ___________________________________________________________________
 AY1396  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AY1396  DYNAMIC HT  -         509.578 (meters)    1671.84  (feet)  COMP
 AY1396  MODELED GRAV-     979,147.4   (mgal)                       NAVD 88
 AY1396
 AY1396  VERT ORDER  -  SECOND    CLASS 0
 AY1396
 AY1396.The horizontal coordinates were scaled from a topographic map and have
 AY1396.an estimated accuracy of +/- 6 seconds.
 AY1396
 AY1396.The orthometric height was determined by differential leveling
 AY1396.and adjusted by the National Geodetic Survey in June 1991..
 AY1396
 AY1396.The geoid height was determined by GEOID03.
 AY1396
 AY1396.The dynamic height is computed by dividing the NAVD 88
 AY1396.geopotential number by the normal gravity value computed on the
 AY1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1396.degrees latitude (g = 980.6199 gals.).
 AY1396
 AY1396.The modeled gravity was interpolated from observed gravity values.
 AY1396
 AY1396;                    North         East    Units  Estimated Accuracy
 AY1396;SPC TXSC     - 4,209,930.      525,240.      MT  (+/- 180 meters Scaled)
 AY1396
 AY1396                          SUPERSEDED SURVEY CONTROL
 AY1396
 AY1396  NGVD 29 (??/??/92)  510.244  (m)         1674.03   (f) ADJ UNCH    2 0
 AY1396
 AY1396.Superseded values are not recommended for survey control.
 AY1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1396.See file dsdata.txt to determine how the superseded data were derived.
 AY1396
 AY1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT252885(NAD 83)
 AY1396_MARKER: DB = BENCH MARK DISK
 AY1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1396_STAMPING: P 462 1953
 AY1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1396+STABILITY: SURFACE MOTION
 AY1396
 AY1396  HISTORY     - Date     Condition        Report By
 AY1396  HISTORY     - 1953     MONUMENTED       CGS
 AY1396  HISTORY     - 20010331 GOOD             NGS
 AY1396  HISTORY     - 20010801 GOOD             NGS
 AY1396  HISTORY     - 20020331 GOOD             NGS
 AY1396
 AY1396                          STATION DESCRIPTION
 AY1396
 AY1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1396'0.7 MI W FROM LEAKEY.
 AY1396'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1396'THENCE 0.6 MILE WEST ALONG RANCH ROAD 337, 197 FEET NORTH OF THE
 AY1396'CENTER LINE OF A GRAVELED ROAD LEADING WEST, 48 FEET SOUTHWEST OF THE
 AY1396'CENTER LINE OF THE RANCH ROAD, 2 FEET NORTHEAST OF A FENCE, 2 FEET
 AY1396'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1396'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1396
 AY1396                          STATION RECOVERY (2001)
 AY1396
 AY1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1396
 AY1396                          STATION RECOVERY (2001)
 AY1396
 AY1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1396'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1396
 AY1396                          STATION RECOVERY (2002)
 AY1396
 AY1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AY1396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1143 ***********************************************************************
 AY1143  DESIGNATION -  P 463
 AY1143  PID         -  AY1143
 AY1143  STATE/COUNTY-  TX/BANDERA
 AY1143  USGS QUAD   -  BANDERA (1982)
 AY1143
 AY1143                         *CURRENT SURVEY CONTROL
 AY1143  ___________________________________________________________________
 AY1143* NAD 83(1986)-  29 44 27.     (N)    099 04 57.     (W)     SCALED    
 AY1143* NAVD 88     -       398.166  (meters)    1306.32   (feet)  ADJUSTED  
 AY1143  ___________________________________________________________________
 AY1143  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AY1143  DYNAMIC HT  -         397.593 (meters)    1304.44  (feet)  COMP
 AY1143  MODELED GRAV-     979,192.1   (mgal)                       NAVD 88
 AY1143
 AY1143  VERT ORDER  -  SECOND    CLASS 0
 AY1143
 AY1143.The horizontal coordinates were scaled from a topographic map and have
 AY1143.an estimated accuracy of +/- 6 seconds.
 AY1143
 AY1143.The orthometric height was determined by differential leveling
 AY1143.and adjusted by the National Geodetic Survey in June 1991..
 AY1143
 AY1143.The geoid height was determined by GEOID03.
 AY1143
 AY1143.The dynamic height is computed by dividing the NAVD 88
 AY1143.geopotential number by the normal gravity value computed on the
 AY1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1143.degrees latitude (g = 980.6199 gals.).
 AY1143
 AY1143.The modeled gravity was interpolated from observed gravity values.
 AY1143
 AY1143;                    North         East    Units  Estimated Accuracy
 AY1143;SPC TXSC     - 4,211,410.      592,020.      MT  (+/- 180 meters Scaled)
 AY1143
 AY1143                          SUPERSEDED SURVEY CONTROL
 AY1143
 AY1143  NGVD 29 (??/??/92)  398.055  (m)         1305.95   (f) ADJ UNCH    2 0
 AY1143
 AY1143.Superseded values are not recommended for survey control.
 AY1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1143.See file dsdata.txt to determine how the superseded data were derived.
 AY1143
 AY1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT920900(NAD 83)
 AY1143_MARKER: DB = BENCH MARK DISK
 AY1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1143_STAMPING: P 463 1953
 AY1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1143+STABILITY: SURFACE MOTION
 AY1143
 AY1143  HISTORY     - Date     Condition        Report By
 AY1143  HISTORY     - 1953     MONUMENTED       CGS
 AY1143  HISTORY     - 19931017 MARK NOT FOUND   USPSQD
 AY1143
 AY1143                          STATION DESCRIPTION
 AY1143
 AY1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1143'1.3 MI NW FROM BANDERA.
 AY1143'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1143'BANDERA, THENCE 0.45 MILE NORTH ALONG FARM ROAD 689, THENCE 0.5 MILE
 AY1143'NORTHWEST ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD,
 AY1143'135 FEET WEST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTHEAST OF A
 AY1143'POWER POLE, 3 FEET NORTHEAST OF A FENCE, 1.8 FEET NORTHEAST OF A
 AY1143'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AY1143'FOOT ABOVE THE GROUND.
 AY1143
 AY1143                          STATION RECOVERY (1993)
 AY1143
 AY1143'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0144 ***********************************************************************
 BN0144  DESIGNATION -  P 464
 BN0144  PID         -  BN0144
 BN0144  STATE/COUNTY-  TX/GILLESPIE
 BN0144  USGS QUAD   -  HYE (1961)
 BN0144
 BN0144                         *CURRENT SURVEY CONTROL
 BN0144  ___________________________________________________________________
 BN0144* NAD 83(1986)-  30 14 44.     (N)    098 35 27.     (W)     SCALED    
 BN0144* NAVD 88     -       422.700  (meters)    1386.81   (feet)  POSTED    
 BN0144  ___________________________________________________________________
 BN0144  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 BN0144  DYNAMIC HT  -         422.120 (meters)    1384.91  (feet)  COMP
 BN0144  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 BN0144
 BN0144  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0144
 BN0144.The horizontal coordinates were scaled from a topographic map and have
 BN0144.an estimated accuracy of +/- 6 seconds.
 BN0144
 BN0144.The orthometric height was determined by differential leveling
 BN0144.and adjusted by the National Geodetic Survey in 1992..
 BN0144.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0144.rate of 0.0 thru 1.0 mm/km.
 BN0144
 BN0144.The geoid height was determined by GEOID03.
 BN0144
 BN0144.The dynamic height is computed by dividing the NAVD 88
 BN0144.geopotential number by the normal gravity value computed on the
 BN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0144.degrees latitude (g = 980.6199 gals.).
 BN0144
 BN0144.The modeled gravity was interpolated from observed gravity values.
 BN0144
 BN0144;                    North         East    Units  Estimated Accuracy
 BN0144;SPC TX C     - 3,065,490.      867,700.      MT  (+/- 180 meters Scaled)
 BN0144
 BN0144                          SUPERSEDED SURVEY CONTROL
 BN0144
 BN0144  NGVD 29 (??/??/92)  422.646  (m)         1386.63   (f) ADJ UNCH    2 0
 BN0144
 BN0144.Superseded values are not recommended for survey control.
 BN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0144.See file dsdata.txt to determine how the superseded data were derived.
 BN0144
 BN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU393460(NAD 83)
 BN0144_MARKER: DB = BENCH MARK DISK
 BN0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0144_STAMPING: P 464 1953
 BN0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0144+STABILITY: SURFACE MOTION
 BN0144
 BN0144  HISTORY     - Date     Condition        Report By
 BN0144  HISTORY     - 1953     MONUMENTED       CGS
 BN0144  HISTORY     - 19930514 GOOD             USPSQD
 BN0144  HISTORY     - 20060130 GOOD             USPSQD
 BN0144
 BN0144                          STATION DESCRIPTION
 BN0144
 BN0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0144'4.9 MI E FROM STONEWALL.
 BN0144'4.9 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0144'STONEWALL, 0.2 MILE WEST OF THE BLANCO AND GILLESPIE COUNTY LINE, 0.1
 BN0144'MILE EAST OF A STONE FARMHOUSE, 39 FEET SOUTH OF THE CENTER LINE OF
 BN0144'THE HIGHWAY, 62.4 FEET EAST OF THE EAST END OF THE SOUTH HEADWALL OF A
 BN0144'CONCRETE CULVERT, 19.3 FEET WEST OF A TELEPHONE POLE, 1.7 FEET WEST OF
 BN0144'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BN0144'FOOT ABOVE THE GROUND.
 BN0144
 BN0144                          STATION RECOVERY (1993)
 BN0144
 BN0144'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0144'RECOVERED IN GOOD CONDITION.
 BN0144
 BN0144                          STATION RECOVERY (2006)
 BN0144
 BN0144'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0144'MARK IS ON OLD HWY. 290 ROW AND IS NOW RANCH ROAD NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0432 ***********************************************************************
 AY0432  DESIGNATION -  P 465
 AY0432  PID         -  AY0432
 AY0432  STATE/COUNTY-  TX/BEXAR
 AY0432  USGS QUAD   -  SOUTHTON (1992)
 AY0432
 AY0432                         *CURRENT SURVEY CONTROL
 AY0432  ___________________________________________________________________
 AY0432* NAD 83(1986)-  29 19 15.     (N)    098 29 41.     (W)     SCALED    
 AY0432* NAVD 88     -       185.667  (meters)     609.14   (feet)  ADJUSTED  
 AY0432  ___________________________________________________________________
 AY0432  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AY0432  DYNAMIC HT  -         185.397 (meters)     608.26  (feet)  COMP
 AY0432  MODELED GRAV-     979,190.2   (mgal)                       NAVD 88
 AY0432
 AY0432  VERT ORDER  -  FIRST     CLASS II
 AY0432
 AY0432.The horizontal coordinates were scaled from a topographic map and have
 AY0432.an estimated accuracy of +/- 6 seconds.
 AY0432
 AY0432.The orthometric height was determined by differential leveling
 AY0432.and adjusted by the National Geodetic Survey in June 1991..
 AY0432
 AY0432.The geoid height was determined by GEOID03.
 AY0432
 AY0432.The dynamic height is computed by dividing the NAVD 88
 AY0432.geopotential number by the normal gravity value computed on the
 AY0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0432.degrees latitude (g = 980.6199 gals.).
 AY0432
 AY0432.The modeled gravity was interpolated from observed gravity values.
 AY0432
 AY0432;                    North         East    Units  Estimated Accuracy
 AY0432;SPC TXSC     - 4,164,960.      649,070.      MT  (+/- 180 meters Scaled)
 AY0432
 AY0432                          SUPERSEDED SURVEY CONTROL
 AY0432
 AY0432  NGVD 29 (??/??/92)  185.574  (m)          608.84   (f) ADJ UNCH    1 2
 AY0432
 AY0432.Superseded values are not recommended for survey control.
 AY0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0432.See file dsdata.txt to determine how the superseded data were derived.
 AY0432
 AY0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT490436(NAD 83)
 AY0432_MARKER: DB = BENCH MARK DISK
 AY0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0432_STAMPING: P 465 1952
 AY0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0432+STABILITY: SURFACE MOTION
 AY0432
 AY0432  HISTORY     - Date     Condition        Report By
 AY0432  HISTORY     - 1952     MONUMENTED       CGS
 AY0432  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0432  HISTORY     - 19990412 MARK NOT FOUND   USPSQD
 AY0432
 AY0432                          STATION DESCRIPTION
 AY0432
 AY0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0432'IN SAN ANTONIO.
 AY0432'AT SAN ANTONIO, 1.0 MILE WEST ALONG CHAVANAUX ROAD FROM ITS JUNCTION
 AY0432'WITH U.S. HIGHWAY 281, 0.15 MILE WEST OF A SMALL EARTH DAM, 30 FEET
 AY0432'SOUTH OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTH OF A FENCE, 14
 AY0432'FEET EAST OF A 12 INCH MESQUITE TREE, SET IN THE TOP OF A CONCRETE
 AY0432'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0432
 AY0432                          STATION RECOVERY (1989)
 AY0432
 AY0432'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0432'MARK NOT FOUND.
 AY0432
 AY0432                          STATION RECOVERY (1999)
 AY0432
 AY0432'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0662 ***********************************************************************
 AY0662  DESIGNATION -  P 466 RESET 1956
 AY0662  PID         -  AY0662
 AY0662  STATE/COUNTY-  TX/BEXAR
 AY0662  USGS QUAD   -  CULEBRA HILL (1993)
 AY0662
 AY0662                         *CURRENT SURVEY CONTROL
 AY0662  ___________________________________________________________________
 AY0662* NAD 83(1986)-  29 22 34.     (N)    098 38 52.     (W)     SCALED    
 AY0662* NAVD 88     -       208.03   (meters)     682.5    (feet)  RESET     
 AY0662  ___________________________________________________________________
 AY0662  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AY0662
 AY0662  VERT ORDER  -  THIRD
 AY0662
 AY0662.The horizontal coordinates were scaled from a topographic map and have
 AY0662.an estimated accuracy of +/- 6 seconds.
 AY0662
 AY0662.The orthometric height was computed from unverified reset data.
 AY0662
 AY0662.The geoid height was determined by GEOID03.
 AY0662
 AY0662;                    North         East    Units  Estimated Accuracy
 AY0662;SPC TXSC     - 4,171,030.      634,190.      MT  (+/- 180 meters Scaled)
 AY0662
 AY0662                          SUPERSEDED SURVEY CONTROL
 AY0662
 AY0662.No superseded survey control is available for this station.
 AY0662
 AY0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT341497(NAD 83)
 AY0662_MARKER: DB = BENCH MARK DISK
 AY0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0662_STAMPING: P 466 RESET 1956
 AY0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0662+STABILITY: SURFACE MOTION
 AY0662
 AY0662  HISTORY     - Date     Condition        Report By
 AY0662  HISTORY     - 1956     MONUMENTED       CGS
 AY0662  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0662  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0662
 AY0662                          STATION DESCRIPTION
 AY0662
 AY0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0662'15 MI W FROM SAN ANTONIO.
 AY0662'ABOUT 15 MILES WEST OF THE CENTER OF SAN ANTONIO, 1.35 MILES SOUTH
 AY0662'ALONG DWYER ROAD FROM THE INTERSECTION WITH U.S. HIGHWAY NO. 90, 1
 AY0662'FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE OF DWYER ROAD, ABOUT 0.1 MILE
 AY0662'SOUTH OF THE EAST GATE ENTRANCE TO THE MEDINA PLANT OF THE U.S. NAVAL
 AY0662'DEPOT, AND A ROAD EAST.  A STANDARD DISK STAMPED P 466 RESET 1956 AND
 AY0662'SET IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 AY0662
 AY0662                          STATION RECOVERY (1966)
 AY0662
 AY0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0662'MARK NOT FOUND.
 AY0662
 AY0662                          STATION RECOVERY (1999)
 AY0662
 AY0662'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0203 ***********************************************************************
 BP0203  DESIGNATION -  P 467
 BP0203  PID         -  BP0203
 BP0203  STATE/COUNTY-  TX/PECOS
 BP0203  USGS QUAD   -  EAST MESA (1970)
 BP0203
 BP0203                         *CURRENT SURVEY CONTROL
 BP0203  ___________________________________________________________________
 BP0203* NAD 83(1986)-  30 58 42.     (N)    102 44 51.     (W)     SCALED    
 BP0203* NAVD 88     -       828.986  (meters)    2719.76   (feet)  ADJUSTED  
 BP0203  ___________________________________________________________________
 BP0203  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 BP0203  DYNAMIC HT  -         827.754 (meters)    2715.72  (feet)  COMP
 BP0203  MODELED GRAV-     979,127.9   (mgal)                       NAVD 88
 BP0203
 BP0203  VERT ORDER  -  SECOND    CLASS 0
 BP0203
 BP0203.The horizontal coordinates were scaled from a topographic map and have
 BP0203.an estimated accuracy of +/- 6 seconds.
 BP0203
 BP0203.The orthometric height was determined by differential leveling
 BP0203.and adjusted by the National Geodetic Survey in June 1991..
 BP0203
 BP0203.The geoid height was determined by GEOID03.
 BP0203
 BP0203.The dynamic height is computed by dividing the NAVD 88
 BP0203.geopotential number by the normal gravity value computed on the
 BP0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0203.degrees latitude (g = 980.6199 gals.).
 BP0203
 BP0203.The modeled gravity was interpolated from observed gravity values.
 BP0203
 BP0203;                    North         East    Units  Estimated Accuracy
 BP0203;SPC TX C     - 3,147,910.      469,430.      MT  (+/- 180 meters Scaled)
 BP0203
 BP0203                          SUPERSEDED SURVEY CONTROL
 BP0203
 BP0203  NGVD 29 (??/??/92)  828.696  (m)         2718.81   (f) ADJ UNCH    2 0
 BP0203
 BP0203.Superseded values are not recommended for survey control.
 BP0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0203.See file dsdata.txt to determine how the superseded data were derived.
 BP0203
 BP0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ151293(NAD 83)
 BP0203_MARKER: DB = BENCH MARK DISK
 BP0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0203_STAMPING: P 467 1935 2718.813
 BP0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0203+STABILITY: SURFACE MOTION
 BP0203
 BP0203  HISTORY     - Date     Condition        Report By
 BP0203  HISTORY     - 1935     MONUMENTED       CGS
 BP0203  HISTORY     - 1958     GOOD             NGS
 BP0203
 BP0203                          STATION DESCRIPTION
 BP0203
 BP0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0203'9.7 MI NE FROM FORT STOCKTON.
 BP0203'ABOUT 9.7 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0203'STATION AT FORT STOCKTON, 15 FEET WEST OF MILEPOST 872, 49 FEET
 BP0203'NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT NORTHWEST OF A FENCE, 1 FOOT
 BP0203'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 BP0203'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0233 ***********************************************************************
 BP0233  DESIGNATION -  P 468
 BP0233  PID         -  BP0233
 BP0233  STATE/COUNTY-  TX/BREWSTER
 BP0233  USGS QUAD   -  HOVEY SW (1980)
 BP0233
 BP0233                         *CURRENT SURVEY CONTROL
 BP0233  ___________________________________________________________________
 BP0233* NAD 83(1986)-  30 35 54.     (N)    103 25 40.     (W)     SCALED    
 BP0233* NAVD 88     -      1121.099  (meters)    3678.14   (feet)  ADJUSTED  
 BP0233  ___________________________________________________________________
 BP0233  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BP0233  DYNAMIC HT  -        1119.334 (meters)    3672.35  (feet)  COMP
 BP0233  MODELED GRAV-     979,029.0   (mgal)                       NAVD 88
 BP0233
 BP0233  VERT ORDER  -  SECOND    CLASS 0
 BP0233
 BP0233.The horizontal coordinates were scaled from a topographic map and have
 BP0233.an estimated accuracy of +/- 6 seconds.
 BP0233
 BP0233.The orthometric height was determined by differential leveling
 BP0233.and adjusted by the National Geodetic Survey in June 1991..
 BP0233
 BP0233.The geoid height was determined by GEOID03.
 BP0233
 BP0233.The dynamic height is computed by dividing the NAVD 88
 BP0233.geopotential number by the normal gravity value computed on the
 BP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0233.degrees latitude (g = 980.6199 gals.).
 BP0233
 BP0233.The modeled gravity was interpolated from observed gravity values.
 BP0233
 BP0233;                    North         East    Units  Estimated Accuracy
 BP0233;SPC TXSC     - 4,314,500.      175,420.      MT  (+/- 180 meters Scaled)
 BP0233
 BP0233                          SUPERSEDED SURVEY CONTROL
 BP0233
 BP0233  NGVD 29 (??/??/92) 1120.702  (m)         3676.84   (f) ADJ UNCH    2 0
 BP0233
 BP0233.Superseded values are not recommended for survey control.
 BP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0233.See file dsdata.txt to determine how the superseded data were derived.
 BP0233
 BP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP507861(NAD 83)
 BP0233_MARKER: DB = BENCH MARK DISK
 BP0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0233_STAMPING: P 468 1935 3676.836
 BP0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0233+STABILITY: SURFACE MOTION
 BP0233
 BP0233  HISTORY     - Date     Condition        Report By
 BP0233  HISTORY     - 1935     MONUMENTED       CGS
 BP0233  HISTORY     - 1958     GOOD             NGS
 BP0233
 BP0233                          STATION DESCRIPTION
 BP0233
 BP0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0233'23.3 MI NE FROM ALPINE.
 BP0233'ABOUT 23.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0233'FROM THE STATION AT ALPINE, 27 1/2 FEET NORTHWEST OF MILEPOST 921, 76
 BP0233'FEET NORTHWEST OF THE NORTHWEST RAIL, 2 1/2 POLES SOUTHWEST OF A
 BP0233'CATTLE GUARD AND TEE FENCE, 43 FEET SOUTHEAST OF THE CENTER LINE OF A
 BP0233'DIRT ROAD, 1 1/2 FEET NORTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A
 BP0233'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 BP0233'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0494 ***********************************************************************
 AH0494  DESIGNATION -  P 47
 AH0494  PID         -  AH0494
 AH0494  STATE/COUNTY-  TX/KENEDY
 AH0494  USGS QUAD   -  RIVIERA (1979)
 AH0494
 AH0494                         *CURRENT SURVEY CONTROL
 AH0494  ___________________________________________________________________
 AH0494* NAD 83(1986)-  27 16 10.     (N)    097 48 24.     (W)     SCALED    
 AH0494* NAVD 88     -         7.374  (meters)      24.19   (feet)  ADJUSTED  
 AH0494  ___________________________________________________________________
 AH0494  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH0494  DYNAMIC HT  -           7.362 (meters)      24.15  (feet)  COMP
 AH0494  MODELED GRAV-     979,092.6   (mgal)                       NAVD 88
 AH0494
 AH0494  VERT ORDER  -  FIRST     CLASS II
 AH0494
 AH0494.The horizontal coordinates were scaled from a topographic map and have
 AH0494.an estimated accuracy of +/- 6 seconds.
 AH0494
 AH0494.The orthometric height was determined by differential leveling
 AH0494.and adjusted by the National Geodetic Survey in June 1991..
 AH0494
 AH0494.The geoid height was determined by GEOID03.
 AH0494
 AH0494.The dynamic height is computed by dividing the NAVD 88
 AH0494.geopotential number by the normal gravity value computed on the
 AH0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0494.degrees latitude (g = 980.6199 gals.).
 AH0494
 AH0494.The modeled gravity was interpolated from observed gravity values.
 AH0494
 AH0494;                    North         East    Units  Estimated Accuracy
 AH0494;SPC TX S     - 5,177,760.      368,650.      MT  (+/- 180 meters Scaled)
 AH0494
 AH0494                          SUPERSEDED SURVEY CONTROL
 AH0494
 AH0494  NGVD 29 (??/??/92)    7.471  (m)           24.51   (f) ADJ UNCH    1 2
 AH0494
 AH0494.Superseded values are not recommended for survey control.
 AH0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0494.See file dsdata.txt to determine how the superseded data were derived.
 AH0494
 AH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR181168(NAD 83)
 AH0494_MARKER: DB = BENCH MARK DISK
 AH0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0494_SP_SET: PIER
 AH0494_STAMPING: P 47 1917 ELEV 24.511 FT
 AH0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0494+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0494
 AH0494  HISTORY     - Date     Condition        Report By
 AH0494  HISTORY     - 1917     MONUMENTED       CGS
 AH0494  HISTORY     - 1951     GOOD             NGS
 AH0494  HISTORY     - 20040204 GOOD             USPSQD
 AH0494
 AH0494                          STATION DESCRIPTION
 AH0494
 AH0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0494'2.1 MI S FROM RIVIERA.
 AH0494'2.1 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0494'FROM THE STATION AT RIVIERA, 6 FEET WEST OF THE WEST RAIL, 6 FEET
 AH0494'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF A
 AH0494'CONCRETE PIER IN THE CENTER OF BRIDGE 101-1 OVER OLMOS CREEK.
 AH0494'NOTE--NOW THE SOUTHERN PACIFIC LINES.
 AH0494
 AH0494                          STATION RECOVERY (2004)
 AH0494
 AH0494'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0425 ***********************************************************************
 CC0425  DESIGNATION -  P 470
 CC0425  PID         -  CC0425
 CC0425  STATE/COUNTY-  TX/REEVES
 CC0425  USGS QUAD   -  VERHALEN NORTH (1971)
 CC0425
 CC0425                         *CURRENT SURVEY CONTROL
 CC0425  ___________________________________________________________________
 CC0425* NAD 83(1986)-  31 08 31.     (N)    103 35 25.     (W)     SCALED    
 CC0425* NAVD 88     -       848.030  (meters)    2782.25   (feet)  POSTED    
 CC0425  ___________________________________________________________________
 CC0425  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CC0425  DYNAMIC HT  -         846.780 (meters)    2778.14  (feet)  COMP
 CC0425  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 CC0425
 CC0425  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0425
 CC0425.The horizontal coordinates were scaled from a topographic map and have
 CC0425.an estimated accuracy of +/- 6 seconds.
 CC0425
 CC0425.The orthometric height was determined by differential leveling
 CC0425.and adjusted by the National Geodetic Survey in 1992..
 CC0425.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0425.rate of 4.1 thru 8.0 mm/km.
 CC0425
 CC0425.The geoid height was determined by GEOID03.
 CC0425
 CC0425.The dynamic height is computed by dividing the NAVD 88
 CC0425.geopotential number by the normal gravity value computed on the
 CC0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0425.degrees latitude (g = 980.6199 gals.).
 CC0425
 CC0425.The modeled gravity was interpolated from observed gravity values.
 CC0425
 CC0425;                    North         East    Units  Estimated Accuracy
 CC0425;SPC TX C     - 3,168,090.      389,490.      MT  (+/- 180 meters Scaled)
 CC0425
 CC0425                          SUPERSEDED SURVEY CONTROL
 CC0425
 CC0425  NGVD 29 (??/??/92)  847.836  (m)         2781.61   (f) ADJ UNCH    2 0
 CC0425
 CC0425.Superseded values are not recommended for survey control.
 CC0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0425.See file dsdata.txt to determine how the superseded data were derived.
 CC0425
 CC0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ343461(NAD 83)
 CC0425_MARKER: DB = BENCH MARK DISK
 CC0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0425_STAMPING: P 470 1934 2782.330
 CC0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0425+STABILITY: SURFACE MOTION
 CC0425
 CC0425  HISTORY     - Date     Condition        Report By
 CC0425  HISTORY     - 1934     MONUMENTED       CGS
 CC0425  HISTORY     - 1958     GOOD             NGS
 CC0425
 CC0425                          STATION DESCRIPTION
 CC0425
 CC0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0425'8.35 MI NE FROM SARAGOSA.
 CC0425'ABOUT 8.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILROAD
 CC0425'FROM THE STATION AT SARAGOSA, 4 FEET SOUTH OF MILEPOST 21, 45 FEET
 CC0425'EAST OF THE EAST RAIL, 53 FEET WEST OF THE CENTER LINE OF STATE
 CC0425'HIGHWAY 17, 0.15 MILE SOUTH OF A PRIVATE ROAD CROSSING AND A HIGH
 CC0425'VOLTAGE POWER LINE CROSSING THE RAILROAD, IN LINE WITH A ROW OF
 CC0425'TELEPHONE POLES, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, IN
 CC0425'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT, AND ABOUT LEVEL WITH THE
 CC0425'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0067 ***********************************************************************
 DP0067  DESIGNATION -  P 472
 DP0067  PID         -  DP0067
 DP0067  STATE/COUNTY-  TX/STONEWALL
 DP0067  USGS QUAD   -  KIOWA PEAK SW (1981)
 DP0067
 DP0067                         *CURRENT SURVEY CONTROL
 DP0067  ___________________________________________________________________
 DP0067* NAD 83(1986)-  33 20 01.     (N)    100 14 17.     (W)     SCALED    
 DP0067* NAVD 88     -       492.031  (meters)    1614.27   (feet)  ADJUSTED  
 DP0067  ___________________________________________________________________
 DP0067  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DP0067  DYNAMIC HT  -         491.438 (meters)    1612.33  (feet)  COMP
 DP0067  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 DP0067
 DP0067  VERT ORDER  -  SECOND    CLASS 0
 DP0067
 DP0067.The horizontal coordinates were scaled from a topographic map and have
 DP0067.an estimated accuracy of +/- 6 seconds.
 DP0067
 DP0067.The orthometric height was determined by differential leveling
 DP0067.and adjusted by the National Geodetic Survey in June 1991..
 DP0067
 DP0067.The geoid height was determined by GEOID03.
 DP0067
 DP0067.The dynamic height is computed by dividing the NAVD 88
 DP0067.geopotential number by the normal gravity value computed on the
 DP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0067.degrees latitude (g = 980.6199 gals.).
 DP0067
 DP0067.The modeled gravity was interpolated from observed gravity values.
 DP0067
 DP0067;                    North         East    Units  Estimated Accuracy
 DP0067;SPC TXNC     - 2,186,190.      438,210.      MT  (+/- 180 meters Scaled)
 DP0067
 DP0067                          SUPERSEDED SURVEY CONTROL
 DP0067
 DP0067  NGVD 29 (??/??/92)  491.851  (m)         1613.68   (f) ADJ UNCH    2 0
 DP0067
 DP0067.Superseded values are not recommended for survey control.
 DP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0067.See file dsdata.txt to determine how the superseded data were derived.
 DP0067
 DP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB847889(NAD 83)
 DP0067_MARKER: DB = BENCH MARK DISK
 DP0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0067_SP_SET: BRIDGE ABUTMENT
 DP0067_STAMPING: P-472 1935
 DP0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0067
 DP0067  HISTORY     - Date     Condition        Report By
 DP0067  HISTORY     - 1935     MONUMENTED       CGS
 DP0067  HISTORY     - 1958     GOOD             NGS
 DP0067
 DP0067                          STATION DESCRIPTION
 DP0067
 DP0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0067'13.8 MI N FROM ASPERMONT.
 DP0067'13.8 MI. N. ALONG U.S. NO. 83 IN THE N.W. CORNER OF A LONG CONC.
 DP0067'BRIDGE ACROSS SALT FORK RIVER, 15 FT. W. OF THE CENTER LINE OF HWY.,
 DP0067'AND SET IN THE TOP OF THE N. ABUTMENT.
 DP0067
 DP0067                          STATION RECOVERY (1958)
 DP0067
 DP0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0255 ***********************************************************************
 DP0255  DESIGNATION -  P 473
 DP0255  PID         -  DP0255
 DP0255  STATE/COUNTY-  TX/CROSBY
 DP0255  USGS QUAD   -  RALLS NE (1979)
 DP0255
 DP0255                         *CURRENT SURVEY CONTROL
 DP0255  ___________________________________________________________________
 DP0255* NAD 83(1986)-  33 40 27.     (N)    101 17 09.     (W)     SCALED    
 DP0255* NAVD 88     -       930.194  (meters)    3051.81   (feet)  ADJUSTED  
 DP0255  ___________________________________________________________________
 DP0255  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DP0255  DYNAMIC HT  -         929.011 (meters)    3047.93  (feet)  COMP
 DP0255  MODELED GRAV-     979,333.8   (mgal)                       NAVD 88
 DP0255
 DP0255  VERT ORDER  -  SECOND    CLASS 0
 DP0255
 DP0255.The horizontal coordinates were scaled from a topographic map and have
 DP0255.an estimated accuracy of +/- 6 seconds.
 DP0255
 DP0255.The orthometric height was determined by differential leveling
 DP0255.and adjusted by the National Geodetic Survey in June 1991..
 DP0255
 DP0255.The geoid height was determined by GEOID03.
 DP0255
 DP0255.The dynamic height is computed by dividing the NAVD 88
 DP0255.geopotential number by the normal gravity value computed on the
 DP0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0255.degrees latitude (g = 980.6199 gals.).
 DP0255
 DP0255.The modeled gravity was interpolated from observed gravity values.
 DP0255
 DP0255;                    North         East    Units  Estimated Accuracy
 DP0255;SPC TXNC     - 2,226,040.      341,700.      MT  (+/- 180 meters Scaled)
 DP0255
 DP0255                          SUPERSEDED SURVEY CONTROL
 DP0255
 DP0255  NGVD 29 (??/??/92)  929.847  (m)         3050.67   (f) ADJ UNCH    2 0
 DP0255
 DP0255.Superseded values are not recommended for survey control.
 DP0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0255.See file dsdata.txt to determine how the superseded data were derived.
 DP0255
 DP0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC880283(NAD 83)
 DP0255_MARKER: DB = BENCH MARK DISK
 DP0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0255_STAMPING: P 473 1934
 DP0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0255+STABILITY: SURFACE MOTION
 DP0255
 DP0255  HISTORY     - Date     Condition        Report By
 DP0255  HISTORY     - 1934     MONUMENTED       CGS
 DP0255  HISTORY     - 1966     GOOD             USGS
 DP0255
 DP0255                          STATION DESCRIPTION
 DP0255
 DP0255'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DP0255'3.9 MI W FROM CROSBYTON.
 DP0255'3.9 MILES WEST ALONG THE SANTA FE RAILROAD FROM THE STATION AT
 DP0255'CROSBYTON, CROSBY COUNTY, 9 POLES EAST OF MILEPOST 34, AT A ROAD
 DP0255'CROSSING, 49 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 37 FEET WEST
 DP0255'OF THE CENTERLINE OF THE ROAD, AND 7 FEET SOUTHEAST OF A POLE.  A
 DP0255'STANDARD DISK, STAMPED P 473 1934 AND SET IN THE TOP OF A CONCRETE
 DP0255'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0045 ***********************************************************************
 DP0045  DESIGNATION -  P 475
 DP0045  PID         -  DP0045
 DP0045  STATE/COUNTY-  TX/STONEWALL
 DP0045  USGS QUAD   -  SWENSON (1968)
 DP0045
 DP0045                         *CURRENT SURVEY CONTROL
 DP0045  ___________________________________________________________________
 DP0045* NAD 83(1986)-  33 10 25.     (N)    100 21 57.     (W)     SCALED    
 DP0045* NAVD 88     -       577.487  (meters)    1894.64   (feet)  ADJUSTED  
 DP0045  ___________________________________________________________________
 DP0045  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DP0045  DYNAMIC HT  -         576.766 (meters)    1892.27  (feet)  COMP
 DP0045  MODELED GRAV-     979,370.7   (mgal)                       NAVD 88
 DP0045
 DP0045  VERT ORDER  -  SECOND    CLASS 0
 DP0045
 DP0045.The horizontal coordinates were scaled from a topographic map and have
 DP0045.an estimated accuracy of +/- 6 seconds.
 DP0045
 DP0045.The orthometric height was determined by differential leveling
 DP0045.and adjusted by the National Geodetic Survey in June 1991..
 DP0045
 DP0045.The geoid height was determined by GEOID03.
 DP0045
 DP0045.The dynamic height is computed by dividing the NAVD 88
 DP0045.geopotential number by the normal gravity value computed on the
 DP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0045.degrees latitude (g = 980.6199 gals.).
 DP0045
 DP0045.The modeled gravity was interpolated from observed gravity values.
 DP0045
 DP0045;                    North         East    Units  Estimated Accuracy
 DP0045;SPC TXNC     - 2,168,650.      426,010.      MT  (+/- 180 meters Scaled)
 DP0045
 DP0045                          SUPERSEDED SURVEY CONTROL
 DP0045
 DP0045  NGVD 29 (??/??/92)  577.265  (m)         1893.91   (f) ADJ UNCH    2 0
 DP0045
 DP0045.Superseded values are not recommended for survey control.
 DP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0045.See file dsdata.txt to determine how the superseded data were derived.
 DP0045
 DP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB726713(NAD 83)
 DP0045_MARKER: DB = BENCH MARK DISK
 DP0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0045_STAMPING: P 475 1935
 DP0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0045+STABILITY: SURFACE MOTION
 DP0045
 DP0045  HISTORY     - Date     Condition        Report By
 DP0045  HISTORY     - 1935     MONUMENTED       CGS
 DP0045  HISTORY     - 1968     GOOD             USGS
 DP0045
 DP0045                          STATION DESCRIPTION
 DP0045
 DP0045'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0045'2.2 MI E FROM PEACOCK.
 DP0045'2.2 MILES EAST ALONG THE DISMANTLED FORT WORTH AND DENVER RAILWAY FROM
 DP0045'PEACOCK, STONEWALL COUNTY, 4 POLES SOUTH OF MILEPOST B 155 AT THE
 DP0045'SOUTH END OF A FILL, 48 FEET SOUTHEAST OF A CATTLEGUARD ON THE OLD RR
 DP0045'GRADE, 12 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A
 DP0045'FENCE.  A STANDARD DISK, STAMPED P 475 1935 AND SET IN THE TOP OF A
 DP0045'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0003 ***********************************************************************
 CB0003  DESIGNATION -  P 476
 CB0003  PID         -  CB0003
 CB0003  STATE/COUNTY-  TX/COKE
 CB0003  USGS QUAD   -  BRONTE (1987)
 CB0003
 CB0003                         *CURRENT SURVEY CONTROL
 CB0003  ___________________________________________________________________
 CB0003* NAD 83(1986)-  31 58 37.     (N)    100 17 30.     (W)     SCALED    
 CB0003* NAVD 88     -       585.614  (meters)    1921.30   (feet)  ADJUSTED  
 CB0003  ___________________________________________________________________
 CB0003  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CB0003  DYNAMIC HT  -         584.842 (meters)    1918.77  (feet)  COMP
 CB0003  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 CB0003
 CB0003  VERT ORDER  -  SECOND    CLASS 0
 CB0003
 CB0003.The horizontal coordinates were scaled from a topographic map and have
 CB0003.an estimated accuracy of +/- 6 seconds.
 CB0003
 CB0003.The orthometric height was determined by differential leveling
 CB0003.and adjusted by the National Geodetic Survey in June 1991..
 CB0003
 CB0003.The geoid height was determined by GEOID03.
 CB0003
 CB0003.The dynamic height is computed by dividing the NAVD 88
 CB0003.geopotential number by the normal gravity value computed on the
 CB0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0003.degrees latitude (g = 980.6199 gals.).
 CB0003
 CB0003.The modeled gravity was interpolated from observed gravity values.
 CB0003
 CB0003;                    North         East    Units  Estimated Accuracy
 CB0003;SPC TX C     - 3,256,120.      703,940.      MT  (+/- 180 meters Scaled)
 CB0003
 CB0003                          SUPERSEDED SURVEY CONTROL
 CB0003
 CB0003  NGVD 29 (??/??/92)  585.434  (m)         1920.71   (f) ADJ UNCH    2 0
 CB0003
 CB0003.Superseded values are not recommended for survey control.
 CB0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0003.See file dsdata.txt to determine how the superseded data were derived.
 CB0003
 CB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA779386(NAD 83)
 CB0003_MARKER: DB = BENCH MARK DISK
 CB0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0003_STAMPING: 1920.711 P 476 1935
 CB0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0003+STABILITY: SURFACE MOTION
 CB0003
 CB0003  HISTORY     - Date     Condition        Report By
 CB0003  HISTORY     - 1935     MONUMENTED       CGS
 CB0003  HISTORY     - 1961     MARK NOT FOUND   NGS
 CB0003
 CB0003                          STATION DESCRIPTION
 CB0003
 CB0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0003'1.5 MI S FROM FORT CHADBOURNE.
 CB0003'1.5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0003'STATION AT FORT CHADBOURNE, COKE COUNTY, TWO POLES SOUTH OF MILEPOST
 CB0003'679, 44 FEET WEST OF THE CENTERLINE OF THE TRACK, 14 FEET WEST OF A
 CB0003'POLE, AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED 1920.711
 CB0003'P 476 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0610 ***********************************************************************
 CA0610  DESIGNATION -  P 477
 CA0610  PID         -  CA0610
 CA0610  STATE/COUNTY-  TX/CONCHO
 CA0610  USGS QUAD   -  MILLERSVIEW NW (1987)
 CA0610
 CA0610                         *CURRENT SURVEY CONTROL
 CA0610  ___________________________________________________________________
 CA0610* NAD 83(1986)-  31 25 23.     (N)    099 53 41.     (W)     SCALED    
 CA0610* NAVD 88     -       531.143  (meters)    1742.59   (feet)  ADJUSTED  
 CA0610  ___________________________________________________________________
 CA0610  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CA0610  DYNAMIC HT  -         530.418 (meters)    1740.21  (feet)  COMP
 CA0610  MODELED GRAV-     979,259.3   (mgal)                       NAVD 88
 CA0610
 CA0610  VERT ORDER  -  SECOND    CLASS 0
 CA0610
 CA0610.The horizontal coordinates were scaled from a topographic map and have
 CA0610.an estimated accuracy of +/- 6 seconds.
 CA0610
 CA0610.The orthometric height was determined by differential leveling
 CA0610.and adjusted by the National Geodetic Survey in June 1991..
 CA0610
 CA0610.The geoid height was determined by GEOID03.
 CA0610
 CA0610.The dynamic height is computed by dividing the NAVD 88
 CA0610.geopotential number by the normal gravity value computed on the
 CA0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0610.degrees latitude (g = 980.6199 gals.).
 CA0610
 CA0610.The modeled gravity was interpolated from observed gravity values.
 CA0610
 CA0610;                    North         East    Units  Estimated Accuracy
 CA0610;SPC TX C     - 3,194,790.      741,700.      MT  (+/- 180 meters Scaled)
 CA0610
 CA0610                          SUPERSEDED SURVEY CONTROL
 CA0610
 CA0610  NGVD 29 (??/??/92)  531.024  (m)         1742.20   (f) ADJ UNCH    2 0
 CA0610
 CA0610.Superseded values are not recommended for survey control.
 CA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0610.See file dsdata.txt to determine how the superseded data were derived.
 CA0610
 CA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV149768(NAD 83)
 CA0610_MARKER: DB = BENCH MARK DISK
 CA0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0610_SP_SET: ABUTMENT
 CA0610_STAMPING: P 477 1935
 CA0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0610
 CA0610  HISTORY     - Date     Condition        Report By
 CA0610  HISTORY     - 1935     MONUMENTED       CGS
 CA0610  HISTORY     - 1940     GOOD             NGS
 CA0610  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0610
 CA0610                          STATION DESCRIPTION
 CA0610
 CA0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0610'6.1 MI S FROM PAINT ROCK.
 CA0610'6.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COUNTY COURTHOUSE AT
 CA0610'PAINT ROCK, AT A 3-BY 6-FOOT CONCRETE CULVERT, IN THE TOP OF THE
 CA0610'CENTER OF THE WEST ABUTMENT, AND 16 FEET WEST OF THE CENTERLINE OF THE
 CA0610'HIGHWAY.  A STANDARD DISK, STAMPED P 477 1935.
 CA0610
 CA0610                          STATION RECOVERY (1999)
 CA0610
 CA0610'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0299 ***********************************************************************
 CS0299  DESIGNATION -  P 478
 CS0299  PID         -  CS0299
 CS0299  STATE/COUNTY-  TX/KAUFMAN
 CS0299  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0299
 CS0299                         *CURRENT SURVEY CONTROL
 CS0299  ___________________________________________________________________
 CS0299* NAD 83(1986)-  32 43 21.     (N)    096 16 24.     (W)     SCALED    
 CS0299* NAVD 88     -       147.322  (meters)     483.34   (feet)  ADJUSTED  
 CS0299  ___________________________________________________________________
 CS0299  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0299  DYNAMIC HT  -         147.158 (meters)     482.80  (feet)  COMP
 CS0299  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CS0299
 CS0299  VERT ORDER  -  SECOND    CLASS 0
 CS0299
 CS0299.The horizontal coordinates were scaled from a topographic map and have
 CS0299.an estimated accuracy of +/- 6 seconds.
 CS0299
 CS0299.The orthometric height was determined by differential leveling
 CS0299.and adjusted by the National Geodetic Survey in June 1991..
 CS0299
 CS0299.The geoid height was determined by GEOID03.
 CS0299
 CS0299.The dynamic height is computed by dividing the NAVD 88
 CS0299.geopotential number by the normal gravity value computed on the
 CS0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0299.degrees latitude (g = 980.6199 gals.).
 CS0299
 CS0299.The modeled gravity was interpolated from observed gravity values.
 CS0299
 CS0299;                    North         East    Units  Estimated Accuracy
 CS0299;SPC TXNC     - 2,119,290.      808,700.      MT  (+/- 180 meters Scaled)
 CS0299
 CS0299                          SUPERSEDED SURVEY CONTROL
 CS0299
 CS0299  NGVD 29 (??/??/92)  147.330  (m)          483.37   (f) ADJ UNCH    2 0
 CS0299
 CS0299.Superseded values are not recommended for survey control.
 CS0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0299.See file dsdata.txt to determine how the superseded data were derived.
 CS0299
 CS0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB555238(NAD 83)
 CS0299_MARKER: DB = BENCH MARK DISK
 CS0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0299_STAMPING: P 478 1948
 CS0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0299+STABILITY: SURFACE MOTION
 CS0299
 CS0299  HISTORY     - Date     Condition        Report By
 CS0299  HISTORY     - 1948     MONUMENTED       CGS
 CS0299  HISTORY     - 1952     GOOD             NGS
 CS0299
 CS0299                          STATION DESCRIPTION
 CS0299
 CS0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0299'0.85 MI S FROM TERRELL.
 CS0299'0.85 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE UNION
 CS0299'STATION AT TERRELL, AT THE KAUFMAN COUNTY AIRPORT, 102 YARDS (PACED)
 CS0299'EAST OF THE TRACK, 109.4 FEET EAST OF THE SOUTHEAST CORNER OF A WHITE
 CS0299'FRAME BUILDING (THE MOST NORTHERLY BUILDING AT THE AIRPORT), 45.0 FEET
 CS0299'SOUTHEAST OF THE CENTER LINE OF THE MAIN ENTRANCE TO THE AIRPORT, 37.0
 CS0299'FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST-SOUTHEAST ROAD, 7.3
 CS0299'FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE, 5.7 FEET NORTHEAST OF A POWER
 CS0299'POLE, 2.0 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 CS0299'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CS0299
 CS0299                          STATION RECOVERY (1952)
 CS0299
 CS0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0287 ***********************************************************************
 CS0287  DESIGNATION -  P 479
 CS0287  PID         -  CS0287
 CS0287  STATE/COUNTY-  TX/KAUFMAN
 CS0287  USGS QUAD   -  OLA (1981)
 CS0287
 CS0287                         *CURRENT SURVEY CONTROL
 CS0287  ___________________________________________________________________
 CS0287* NAD 83(1986)-  32 34 28.     (N)    096 10 33.     (W)     SCALED    
 CS0287* NAVD 88     -       144.030  (meters)     472.54   (feet)  ADJUSTED  
 CS0287  ___________________________________________________________________
 CS0287  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0287  DYNAMIC HT  -         143.868 (meters)     472.01  (feet)  COMP
 CS0287  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 CS0287
 CS0287  VERT ORDER  -  SECOND    CLASS 0
 CS0287
 CS0287.The horizontal coordinates were scaled from a topographic map and have
 CS0287.an estimated accuracy of +/- 6 seconds.
 CS0287
 CS0287.The orthometric height was determined by differential leveling
 CS0287.and adjusted by the National Geodetic Survey in June 1991..
 CS0287
 CS0287.The geoid height was determined by GEOID03.
 CS0287
 CS0287.The dynamic height is computed by dividing the NAVD 88
 CS0287.geopotential number by the normal gravity value computed on the
 CS0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0287.degrees latitude (g = 980.6199 gals.).
 CS0287
 CS0287.The modeled gravity was interpolated from observed gravity values.
 CS0287
 CS0287;                    North         East    Units  Estimated Accuracy
 CS0287;SPC TXNC     - 2,103,080.      818,200.      MT  (+/- 180 meters Scaled)
 CS0287
 CS0287                          SUPERSEDED SURVEY CONTROL
 CS0287
 CS0287  NGVD 29 (??/??/92)  144.038  (m)          472.56   (f) ADJ UNCH    2 0
 CS0287
 CS0287.Superseded values are not recommended for survey control.
 CS0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0287.See file dsdata.txt to determine how the superseded data were derived.
 CS0287
 CS0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB651076(NAD 83)
 CS0287_MARKER: DB = BENCH MARK DISK
 CS0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0287_STAMPING: P 479 1948
 CS0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0287+STABILITY: SURFACE MOTION
 CS0287
 CS0287  HISTORY     - Date     Condition        Report By
 CS0287  HISTORY     - 1948     MONUMENTED       CGS
 CS0287
 CS0287                          STATION DESCRIPTION
 CS0287
 CS0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0287'IN OLA.
 CS0287'AT OLA, 194.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD,
 CS0287'166.0 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 243, 50.6 FEET
 CS0287'NORTH NORTHEAST OF THE EAST END OF A STEEL GATE ACROSS THE NORTH
 CS0287'ENTRANCE TO A CEMETERY, 9.0 FEET EAST OF A POINT 53.5 FEET SOUTH OF
 CS0287'THE SOUTHWEST CORNER OF THE CHURCH OF CHRIST, 10.0 FEET NORTHEAST OF
 CS0287'THE NORTHEAST FACE OF AN 18-INCH OAK TREE (THE MOST WESTERLY TREE IN A
 CS0287'GROVE OF OAK TREES IN THE SOUTH SIDE OF THE CHURCHYARD), AND SET IN
 CS0287'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 CS0287'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0455 ***********************************************************************
 AB0455  DESIGNATION -  P 48
 AB0455  PID         -  AB0455
 AB0455  STATE/COUNTY-  TX/CAMERON
 AB0455  USGS QUAD   -  HARLINGEN (1983)
 AB0455
 AB0455                         *CURRENT SURVEY CONTROL
 AB0455  ___________________________________________________________________
 AB0455* NAD 83(1986)-  26 10 37.     (N)    097 40 57.     (W)     SCALED    
 AB0455* NAVD 88     -        11.569  (meters)      37.96   (feet)  ADJUSTED  
 AB0455  ___________________________________________________________________
 AB0455  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AB0455  DYNAMIC HT  -          11.550 (meters)      37.89  (feet)  COMP
 AB0455  MODELED GRAV-     979,033.9   (mgal)                       NAVD 88
 AB0455
 AB0455  VERT ORDER  -  FIRST     CLASS II
 AB0455
 AB0455.The horizontal coordinates were scaled from a topographic map and have
 AB0455.an estimated accuracy of +/- 6 seconds.
 AB0455
 AB0455.The orthometric height was determined by differential leveling
 AB0455.and adjusted by the National Geodetic Survey in June 1991..
 AB0455
 AB0455.The geoid height was determined by GEOID03.
 AB0455
 AB0455.The dynamic height is computed by dividing the NAVD 88
 AB0455.geopotential number by the normal gravity value computed on the
 AB0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0455.degrees latitude (g = 980.6199 gals.).
 AB0455
 AB0455.The modeled gravity was interpolated from observed gravity values.
 AB0455
 AB0455;                    North         East    Units  Estimated Accuracy
 AB0455;SPC TX S     - 5,056,800.      381,720.      MT  (+/- 180 meters Scaled)
 AB0455
 AB0455                          SUPERSEDED SURVEY CONTROL
 AB0455
 AB0455  NGVD 29 (??/??/92)   11.670  (m)           38.29   (f) ADJ UNCH    1 2
 AB0455
 AB0455.Superseded values are not recommended for survey control.
 AB0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0455.See file dsdata.txt to determine how the superseded data were derived.
 AB0455
 AB0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP316959(NAD 83)
 AB0455_MARKER: DB = BENCH MARK DISK
 AB0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0455_SP_SET: ABUTMENT
 AB0455_STAMPING: ELEV 38.258 FT P 48 1918
 AB0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0455+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AB0455
 AB0455  HISTORY     - Date     Condition        Report By
 AB0455  HISTORY     - 1918     MONUMENTED       CGS
 AB0455  HISTORY     - 1951     GOOD             NGS
 AB0455  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0455  HISTORY     - 20020319 GOOD             LOCSUR
 AB0455  HISTORY     - 20040202 GOOD             GEOCAC
 AB0455
 AB0455                          STATION DESCRIPTION
 AB0455
 AB0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 AB0455'1.2 MI SE FROM HARLINGEN.
 AB0455'1.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AB0455'AT HARLINGEN, CAMERON COUNTY, 0.1 MILE SOUTHEAST OF A DIRTROAD
 AB0455'CROSSING AT THE SOUTHWESTERN PACKING CO. PLANT, AT STEEL BRIDGE 23/6
 AB0455'OVER ARROYO COLORADO, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 AB0455'ABUTMENT, 10 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 7 FEET
 AB0455'LOWER THAN THE TRACK.  A STANDARD DISK.
 AB0455
 AB0455                          STATION RECOVERY (1951)
 AB0455
 AB0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0455'RECOVERED IN GOOD CONDITION.
 AB0455
 AB0455                          STATION RECOVERY (1981)
 AB0455
 AB0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0455'NOT RECOVERED, THE ABUTMENT HAS BEEN REPLACED, CONSIDERED DESTROYED.
 AB0455
 AB0455                          STATION RECOVERY (2002)
 AB0455
 AB0455'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (DG)
 AB0455'RECOVERED BY MGM ENGINEERING
 AB0455
 AB0455                          STATION RECOVERY (2004)
 AB0455
 AB0455'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0455'ACCESS ABUTMENT FROM SE ALONG TRACKS OR FROM NW ACROSS BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0279 ***********************************************************************
 CS0279  DESIGNATION -  P 480
 CS0279  PID         -  CS0279
 CS0279  STATE/COUNTY-  TX/KAUFMAN
 CS0279  USGS QUAD   -  KAUFMAN (1963)
 CS0279
 CS0279                         *CURRENT SURVEY CONTROL
 CS0279  ___________________________________________________________________
 CS0279* NAD 83(1986)-  32 35 12.     (N)    096 17 12.     (W)     SCALED    
 CS0279* NAVD 88     -       131.445  (meters)     431.25   (feet)  ADJUSTED  
 CS0279  ___________________________________________________________________
 CS0279  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0279  DYNAMIC HT  -         131.298 (meters)     430.77  (feet)  COMP
 CS0279  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 CS0279
 CS0279  VERT ORDER  -  SECOND    CLASS 0
 CS0279
 CS0279.The horizontal coordinates were scaled from a topographic map and have
 CS0279.an estimated accuracy of +/- 6 seconds.
 CS0279
 CS0279.The orthometric height was determined by differential leveling
 CS0279.and adjusted by the National Geodetic Survey in June 1991..
 CS0279
 CS0279.The geoid height was determined by GEOID03.
 CS0279
 CS0279.The dynamic height is computed by dividing the NAVD 88
 CS0279.geopotential number by the normal gravity value computed on the
 CS0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0279.degrees latitude (g = 980.6199 gals.).
 CS0279
 CS0279.The modeled gravity was interpolated from observed gravity values.
 CS0279
 CS0279;                    North         East    Units  Estimated Accuracy
 CS0279;SPC TXNC     - 2,104,210.      807,770.      MT  (+/- 180 meters Scaled)
 CS0279
 CS0279                          SUPERSEDED SURVEY CONTROL
 CS0279
 CS0279  NGVD 29 (??/??/92)  131.45   (m)          431.3    (f) COMPUTED    2 0
 CS0279
 CS0279.Superseded values are not recommended for survey control.
 CS0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0279.See file dsdata.txt to determine how the superseded data were derived.
 CS0279
 CS0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB546087(NAD 83)
 CS0279_MARKER: DB = BENCH MARK DISK
 CS0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0279_STAMPING: P 480 1948
 CS0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0279+STABILITY: SURFACE MOTION
 CS0279
 CS0279  HISTORY     - Date     Condition        Report By
 CS0279  HISTORY     - 1948     MONUMENTED       CGS
 CS0279
 CS0279                          STATION DESCRIPTION
 CS0279
 CS0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0279'0.6 MI E FROM KAUFMAN.
 CS0279'0.6 MILE EAST ALONG STATE HIGHWAY 243 FROM THE JUNCTION WITH STATE
 CS0279'HIGHWAY 34 AT THE NORTHEAST EDGE OF KAUFMAN, 68.0 FEET SOUTH OF THE
 CS0279'CENTER LINE OF THE HIGHWAY, 64.1 FEET NORTHWEST OF THE NORTH CORNER OF
 CS0279'THE OTTO BLAIN RESIDENCE, 27.0 FEET SOUTHEAST OF THE EXTENDED CENTER
 CS0279'LINE OF A ROAD LEADING NORTHEAST, 2.0 FEET EAST OF A BRACED POWER POLE
 CS0279'AT A TURN IN THE POWER LINE, 1.9 FEET WEST OF A REFERENCE POST, AND
 CS0279'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CS0279'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0280 ***********************************************************************
 CS0280  DESIGNATION -  P 480 RESET 1956
 CS0280  PID         -  CS0280
 CS0280  STATE/COUNTY-  TX/KAUFMAN
 CS0280  USGS QUAD   -  KAUFMAN (1963)
 CS0280
 CS0280                         *CURRENT SURVEY CONTROL
 CS0280  ___________________________________________________________________
 CS0280* NAD 83(1986)-  32 35 12.     (N)    096 17 12.     (W)     SCALED    
 CS0280* NAVD 88     -       131.47   (+/-2cm)     431.3    (feet)  VERTCON   
 CS0280  ___________________________________________________________________
 CS0280  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0280
 CS0280  VERT ORDER  -  THIRD (See Below)
 CS0280
 CS0280.The horizontal coordinates were scaled from a topographic map and have
 CS0280.an estimated accuracy of +/- 6 seconds.
 CS0280
 CS0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0280.The vertical order pertains to the NGVD 29 superseded value.
 CS0280
 CS0280.The geoid height was determined by GEOID03.
 CS0280
 CS0280;                    North         East    Units  Estimated Accuracy
 CS0280;SPC TXNC     - 2,104,210.      807,770.      MT  (+/- 180 meters Scaled)
 CS0280
 CS0280                          SUPERSEDED SURVEY CONTROL
 CS0280
 CS0280  NGVD 29 (??/??/??)  131.47   (m)          431.3    (f) RESET       3  
 CS0280
 CS0280.Superseded values are not recommended for survey control.
 CS0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0280.See file dsdata.txt to determine how the superseded data were derived.
 CS0280
 CS0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB546087(NAD 83)
 CS0280_MARKER: DB = BENCH MARK DISK
 CS0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0280_STAMPING: P 480 RESET 1956
 CS0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0280+STABILITY: SURFACE MOTION
 CS0280
 CS0280  HISTORY     - Date     Condition        Report By
 CS0280  HISTORY     - 1956     MONUMENTED       TXHD
 CS0280
 CS0280                          STATION DESCRIPTION
 CS0280
 CS0280'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1956
 CS0280'0.75 MI E FROM KAUFMAN.
 CS0280'0.75 MILE EAST ALONG NEW STATE HIGHWAY 243 FROM THE JUNCTION WITH
 CS0280'STATE HIGHWAY 34 AT THE EAST EDGE OF KAUFMAN, 61.1 FEET SOUTH OF THE
 CS0280'CENTERLINE OF THE NEW HIGHWAY, ABOUT 50 FEET NORTHEAST OF THE
 CS0280'NORTHEAST CORNER OF THE S.B. LONG RESIDENCE, 138 FEET SOUTHEAST OF THE
 CS0280'EXTENDED CENTERLINE OF A ROAD LEADING NORTHEAST, 97.14 FEET WEST ALONG
 CS0280'THE SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY 243 FROM A TEXAS HIGHWAY
 CS0280'DEPARTMENT TYPE II RIGHT-OF-WAY MARKER (TYPE II MARKER CONCISTS OF A
 CS0280'BRONZE PLATE IN A 9 FT. CONCRETE POST FLUSH WITH THE GROUND). A
 CS0280'STANDARD DISK, STAMPED P 480 RESET 1956 AND SET IN THE TOP OF A
 CS0280'CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1039 ***********************************************************************
 AY1039  DESIGNATION -  P 481
 AY1039  PID         -  AY1039
 AY1039  STATE/COUNTY-  TX/BEXAR
 AY1039  USGS QUAD   -  HELOTES (1992)
 AY1039
 AY1039                         *CURRENT SURVEY CONTROL
 AY1039  ___________________________________________________________________
 AY1039* NAD 83(1986)-  29 35 05.     (N)    098 41 38.     (W)     SCALED    
 AY1039* NAVD 88     -       337.185  (meters)    1106.25   (feet)  ADJUSTED  
 AY1039  ___________________________________________________________________
 AY1039  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AY1039  DYNAMIC HT  -         336.691 (meters)    1104.63  (feet)  COMP
 AY1039  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 AY1039
 AY1039  VERT ORDER  -  SECOND    CLASS 0
 AY1039
 AY1039.The horizontal coordinates were scaled from a topographic map and have
 AY1039.an estimated accuracy of +/- 6 seconds.
 AY1039
 AY1039.The orthometric height was determined by differential leveling
 AY1039.and adjusted by the National Geodetic Survey in June 1991..
 AY1039
 AY1039.The geoid height was determined by GEOID03.
 AY1039
 AY1039.The dynamic height is computed by dividing the NAVD 88
 AY1039.geopotential number by the normal gravity value computed on the
 AY1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1039.degrees latitude (g = 980.6199 gals.).
 AY1039
 AY1039.The modeled gravity was interpolated from observed gravity values.
 AY1039
 AY1039;                    North         East    Units  Estimated Accuracy
 AY1039;SPC TXSC     - 4,194,140.      629,650.      MT  (+/- 180 meters Scaled)
 AY1039
 AY1039                          SUPERSEDED SURVEY CONTROL
 AY1039
 AY1039  NGVD 29 (??/??/92)  337.078  (m)         1105.90   (f) ADJ UNCH    2 0
 AY1039
 AY1039.Superseded values are not recommended for survey control.
 AY1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1039.See file dsdata.txt to determine how the superseded data were derived.
 AY1039
 AY1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT296728(NAD 83)
 AY1039_MARKER: DB = BENCH MARK DISK
 AY1039_SETTING: 66 = SET IN ROCK OUTCROP
 AY1039_SP_SET: ROCK LEDGE
 AY1039_STAMPING: P-481 1935
 AY1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1039+STABILITY: POSITION/ELEVATION WELL
 AY1039
 AY1039  HISTORY     - Date     Condition        Report By
 AY1039  HISTORY     - 1935     MONUMENTED       CGS
 AY1039  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1039  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY1039
 AY1039                          STATION DESCRIPTION
 AY1039
 AY1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY1039'18.2 MI NW FROM SAN ANTONIO.
 AY1039'18.2 MI. N.W. OF COURTHOUSE, ALONG STATE HWY NO. 81 (0.65 MI. N. OF
 AY1039'HELOTES POST OFFICE) 72 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 75
 AY1039'FT. WEST OF POWER LINE AND POLE NO. 12/12.
 AY1039
 AY1039                          STATION RECOVERY (1953)
 AY1039
 AY1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1039'MARK NOT FOUND.
 AY1039
 AY1039                          STATION RECOVERY (1995)
 AY1039
 AY1039'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1351 ***********************************************************************
 AY1351  DESIGNATION -  P 482
 AY1351  PID         -  AY1351
 AY1351  STATE/COUNTY-  TX/UVALDE
 AY1351  USGS QUAD   -  SYCAMORE MOUNTAIN (1971)
 AY1351
 AY1351                         *CURRENT SURVEY CONTROL
 AY1351  ___________________________________________________________________
 AY1351* NAD 83(1986)-  29 24 07.     (N)    099 59 49.     (W)     SCALED    
 AY1351* NAVD 88     -       340.977  (meters)    1118.69   (feet)  POSTED    
 AY1351  ___________________________________________________________________
 AY1351  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AY1351  DYNAMIC HT  -         340.480 (meters)    1117.06  (feet)  COMP
 AY1351  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 AY1351
 AY1351  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1351
 AY1351.The horizontal coordinates were scaled from a topographic map and have
 AY1351.an estimated accuracy of +/- 6 seconds.
 AY1351
 AY1351.The orthometric height was determined by differential leveling
 AY1351.and adjusted by the National Geodetic Survey in 1992..
 AY1351.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1351.rate of 0.0 thru 1.0 mm/km.
 AY1351
 AY1351.The geoid height was determined by GEOID03.
 AY1351
 AY1351.The dynamic height is computed by dividing the NAVD 88
 AY1351.geopotential number by the normal gravity value computed on the
 AY1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1351.degrees latitude (g = 980.6199 gals.).
 AY1351
 AY1351.The modeled gravity was interpolated from observed gravity values.
 AY1351
 AY1351;                    North         East    Units  Estimated Accuracy
 AY1351;SPC TXSC     - 4,174,260.      503,250.      MT  (+/- 180 meters Scaled)
 AY1351
 AY1351                          SUPERSEDED SURVEY CONTROL
 AY1351
 AY1351  NGVD 29 (??/??/92)  340.865  (m)         1118.32   (f) ADJ UNCH    2 0
 AY1351
 AY1351.Superseded values are not recommended for survey control.
 AY1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1351.See file dsdata.txt to determine how the superseded data were derived.
 AY1351
 AY1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT032529(NAD 83)
 AY1351_MARKER: DB = BENCH MARK DISK
 AY1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1351_STAMPING: P 482 1935
 AY1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1351+STABILITY: SURFACE MOTION
 AY1351
 AY1351  HISTORY     - Date     Condition        Report By
 AY1351  HISTORY     - 1935     MONUMENTED       CGS
 AY1351  HISTORY     - 1971     GOOD             USGS
 AY1351  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1351
 AY1351                          STATION DESCRIPTION
 AY1351
 AY1351'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1351'17.0 MI NW FROM UVALDE.
 AY1351'UVALDE, JUNCTION OF STATE HIGHWAY 55 AND U. S. HIGHWAY 83, IN THE
 AY1351'NORTH PART OF UVALDE.  16.65 MILES NORTHWEST OF ALONG HIGHWAY 55 TO
 AY1351'GATE AND ROAD NORTHWEST, THENCE, ABOUT 0.35 MILE NORTHERLY TO GATE.
 AY1351'ABOUT 30 FEET SOUTH AND 16 FEET SE UNDER A SPANISH OAK.  A STANDARD
 AY1351'DISK, STAMPED P 482 1935 SET IN TOP OF CONCRETE POST.
 AY1351
 AY1351                          STATION RECOVERY (2004)
 AY1351
 AY1351'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0620 ***********************************************************************
 CR0620  DESIGNATION -  P 483
 CR0620  PID         -  CR0620
 CR0620  STATE/COUNTY-  TX/VAN ZANDT
 CR0620  USGS QUAD   -  STOCKARD (1984)
 CR0620
 CR0620                         *CURRENT SURVEY CONTROL
 CR0620  ___________________________________________________________________
 CR0620* NAD 83(1986)-  32 22 30.     (N)    095 56 59.     (W)     SCALED    
 CR0620* NAVD 88     -       151.176  (meters)     495.98   (feet)  ADJUSTED  
 CR0620  ___________________________________________________________________
 CR0620  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CR0620  DYNAMIC HT  -         151.001 (meters)     495.41  (feet)  COMP
 CR0620  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 CR0620
 CR0620  VERT ORDER  -  SECOND    CLASS 0
 CR0620
 CR0620.The horizontal coordinates were scaled from a topographic map and have
 CR0620.an estimated accuracy of +/- 6 seconds.
 CR0620
 CR0620.The orthometric height was determined by differential leveling
 CR0620.and adjusted by the National Geodetic Survey in June 1991..
 CR0620
 CR0620.The geoid height was determined by GEOID03.
 CR0620
 CR0620.The dynamic height is computed by dividing the NAVD 88
 CR0620.geopotential number by the normal gravity value computed on the
 CR0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0620.degrees latitude (g = 980.6199 gals.).
 CR0620
 CR0620.The modeled gravity was interpolated from observed gravity values.
 CR0620
 CR0620;                    North         East    Units  Estimated Accuracy
 CR0620;SPC TXNC     - 2,081,460.      839,960.      MT  (+/- 180 meters Scaled)
 CR0620
 CR0620                          SUPERSEDED SURVEY CONTROL
 CR0620
 CR0620  NGVD 29 (??/??/92)  151.183  (m)          496.01   (f) ADJ UNCH    2 0
 CR0620
 CR0620.Superseded values are not recommended for survey control.
 CR0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0620.See file dsdata.txt to determine how the superseded data were derived.
 CR0620
 CR0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR224858(NAD 83)
 CR0620_MARKER: DB = BENCH MARK DISK
 CR0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0620_STAMPING: P 483 1948
 CR0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0620+STABILITY: SURFACE MOTION
 CR0620
 CR0620  HISTORY     - Date     Condition        Report By
 CR0620  HISTORY     - 1948     MONUMENTED       CGS
 CR0620  HISTORY     - 19950911 GOOD             USPSQD
 CR0620
 CR0620                          STATION DESCRIPTION
 CR0620
 CR0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0620'12.0 MI NE FROM EUSTACE.
 CR0620'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0620'AT EUSTACE, THENCE 2.75 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 1.1
 CR0620'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE EAST ALONG A
 CR0620'GRADED DIRT ROAD, THENCE 4.05 MILES NORTHWEST ALONG A GRADED DIRT
 CR0620'ROAD, 1.15 MILES NORTHWEST OF BIG ROCK CHURCH, 0.15 MILE NORTHWEST OF
 CR0620'A ROAD INTERSECTION, 73.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 CR0620'ROAD, 36.5 FEET SOUTHWEST OF THE CENTER OF A WELL, 9.3 FEET WEST OF
 CR0620'THE WEST CORNER OF A FARMHOUSE, AND SET IN THE TOP OF A CONCRETE POST
 CR0620'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CR0620
 CR0620                          STATION RECOVERY (1995)
 CR0620
 CR0620'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0243 ***********************************************************************
 BY0243  DESIGNATION -  P 484
 BY0243  PID         -  BY0243
 BY0243  STATE/COUNTY-  TX/SHELBY
 BY0243  USGS QUAD   -  NEUVILLE (1984)
 BY0243
 BY0243                         *CURRENT SURVEY CONTROL
 BY0243  ___________________________________________________________________
 BY0243* NAD 83(1986)-  31 43 00.     (N)    094 14 53.     (W)     SCALED    
 BY0243* NAVD 88     -       158.69   (+/-2cm)     520.6    (feet)  VERTCON   
 BY0243  ___________________________________________________________________
 BY0243  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY0243
 BY0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0243
 BY0243.The horizontal coordinates were scaled from a topographic map and have
 BY0243.an estimated accuracy of +/- 6 seconds.
 BY0243
 BY0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0243.The vertical order pertains to the NGVD 29 superseded value.
 BY0243
 BY0243.The geoid height was determined by GEOID03.
 BY0243
 BY0243;                    North         East    Units  Estimated Accuracy
 BY0243;SPC TX C     - 3,243,030.    1,276,470.      MT  (+/- 180 meters Scaled)
 BY0243
 BY0243                          SUPERSEDED SURVEY CONTROL
 BY0243
 BY0243  NGVD 29 (??/??/92)  158.717  (m)          520.72   (f) ADJ UNCH    2 0
 BY0243
 BY0243.Superseded values are not recommended for survey control.
 BY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0243.See file dsdata.txt to determine how the superseded data were derived.
 BY0243
 BY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR817097(NAD 83)
 BY0243_MARKER: DB = BENCH MARK DISK
 BY0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0243_STAMPING: P 484 1949
 BY0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0243+STABILITY: SURFACE MOTION
 BY0243
 BY0243  HISTORY     - Date     Condition        Report By
 BY0243  HISTORY     - 1949     MONUMENTED       CGS
 BY0243
 BY0243                          STATION DESCRIPTION
 BY0243
 BY0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0243'1.2 MI NW FROM JERICHO.
 BY0243'1.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE POWDRILL GROCERY
 BY0243'STORE AT JERICHO, 0.5 MILE SOUTH AND 0.4 MILE SOUTHEAST OF Q 894, ON
 BY0243'TOP OF A RISE, 36.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BY0243'20.0 FEET NORTHWEST OF THE CENTER LINE OF A TRAIL LEADING NORTHEAST,
 BY0243'1.9 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0243'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0251 ***********************************************************************
 BY0251  DESIGNATION -  P 485
 BY0251  PID         -  BY0251
 BY0251  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0251  USGS QUAD   -  NEUVILLE (1984)
 BY0251
 BY0251                         *CURRENT SURVEY CONTROL
 BY0251  ___________________________________________________________________
 BY0251* NAD 83(1986)-  31 37 48.     (N)    094 14 18.     (W)     SCALED    
 BY0251* NAVD 88     -        95.80   (+/-2cm)     314.3    (feet)  VERTCON   
 BY0251  ___________________________________________________________________
 BY0251  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BY0251
 BY0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0251
 BY0251.The horizontal coordinates were scaled from a topographic map and have
 BY0251.an estimated accuracy of +/- 6 seconds.
 BY0251
 BY0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0251.The vertical order pertains to the NGVD 29 superseded value.
 BY0251
 BY0251.The geoid height was determined by GEOID03.
 BY0251
 BY0251;                    North         East    Units  Estimated Accuracy
 BY0251;SPC TX C     - 3,233,490.    1,277,910.      MT  (+/- 180 meters Scaled)
 BY0251
 BY0251                          SUPERSEDED SURVEY CONTROL
 BY0251
 BY0251  NGVD 29 (??/??/92)   95.829  (m)          314.40   (f) ADJ UNCH    2 0
 BY0251
 BY0251.Superseded values are not recommended for survey control.
 BY0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0251.See file dsdata.txt to determine how the superseded data were derived.
 BY0251
 BY0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR825000(NAD 83)
 BY0251_MARKER: DB = BENCH MARK DISK
 BY0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0251_STAMPING: P 485 1949
 BY0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0251+STABILITY: SURFACE MOTION
 BY0251
 BY0251  HISTORY     - Date     Condition        Report By
 BY0251  HISTORY     - 1949     MONUMENTED       CGS
 BY0251
 BY0251                          STATION DESCRIPTION
 BY0251
 BY0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0251'5.3 MI S FROM JERICHO.
 BY0251'1.75 MILES SOUTH ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL
 BY0251'GROCERY STORE AT JERICHO, THENCE 3.55 MILES SOUTH ALONG A DIRT ROAD,
 BY0251'0.55 MILE SOUTH OF A JUNCTION WITH A ROAD LEADING EAST, 0.15 MILE EAST
 BY0251'OF A POINT WHERE THE ROAD CROSSES A CREEK, ON THE OUTSIDE OF A CURVE,
 BY0251'AT THE JUNCTION WITH A TRAIL LEADING EAST, 49.0 FEET SOUTHEAST OF THE
 BY0251'CENTER LINE OF THE ROAD (MEASURED FROM THE CENTER OF THE CURVE), 14.0
 BY0251'FEET SOUTH OF THE CENTER LINE OF THE TRAIL LEADING EAST, 3.7 FEET WEST
 BY0251'OF AN 11-INCH PINE TREE, 1.8 FEET EAST OF A REFERENCE POST, AND SET IN
 BY0251'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0251'NOTE-- THIS BENCH MARK IS 0.5 MILE WEST AND 0.5 MILE SOUTH OF BENCH
 BY0251'MARK W 484.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1166 ***********************************************************************
 BY1166  DESIGNATION -  P 486
 BY1166  PID         -  BY1166
 BY1166  STATE/COUNTY-  TX/NACOGDOCHES
 BY1166  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1166
 BY1166                         *CURRENT SURVEY CONTROL
 BY1166  ___________________________________________________________________
 BY1166* NAD 83(1986)-  31 35 03.     (N)    094 41 08.     (W)     SCALED    
 BY1166* NAVD 88     -       115.48   (+/-2cm)     378.9    (feet)  VERTCON   
 BY1166  ___________________________________________________________________
 BY1166  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1166
 BY1166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1166
 BY1166.The horizontal coordinates were scaled from a topographic map and have
 BY1166.an estimated accuracy of +/- 6 seconds.
 BY1166
 BY1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1166.The vertical order pertains to the NGVD 29 superseded value.
 BY1166
 BY1166.The geoid height was determined by GEOID03.
 BY1166
 BY1166;                    North         East    Units  Estimated Accuracy
 BY1166;SPC TX C     - 3,226,170.    1,235,810.      MT  (+/- 180 meters Scaled)
 BY1166
 BY1166                          SUPERSEDED SURVEY CONTROL
 BY1166
 BY1166  NGVD 29 (??/??/92)  115.574  (m)          379.18   (f) ADJ UNCH    2 0
 BY1166
 BY1166.Superseded values are not recommended for survey control.
 BY1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1166.See file dsdata.txt to determine how the superseded data were derived.
 BY1166
 BY1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ400955(NAD 83)
 BY1166_MARKER: DB = BENCH MARK DISK
 BY1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1166_STAMPING: P 486 1949
 BY1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1166+STABILITY: SURFACE MOTION
 BY1166
 BY1166  HISTORY     - Date     Condition        Report By
 BY1166  HISTORY     - 1949     MONUMENTED       CGS
 BY1166  HISTORY     - 19980919 GOOD             USPSQD
 BY1166
 BY1166                          STATION DESCRIPTION
 BY1166
 BY1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1166'2.45 MI W FROM NACOGDOCHES.
 BY1166'1.0 MILE SOUTH ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE AT
 BY1166'NACOGDOCHES, THENCE 1.45 MILES WEST ALONG SPANISH BLUFF ROAD, 190.0
 BY1166'FEET NORTHEAST OF THE CENTER OF AN IRON FRAME GATE, 122.0 FEET WEST OF
 BY1166'THE WEST CORNER OF A SMALL WHITE HOUSE, 71.0 FEET SOUTHWEST OF THE
 BY1166'CENTER LINE OF A PRIVATE DRIVEWAY, 46.0 FEET SOUTHWEST OF A 20-INCH
 BY1166'OAK TREE, 35.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 7.0 FEET
 BY1166'SOUTHWEST OF A FENCE CORNER POST, 2.0 FEET SOUTHEAST OF A FENCE, 2.0
 BY1166'FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY1166'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1166
 BY1166                          STATION RECOVERY (1998)
 BY1166
 BY1166'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0128 ***********************************************************************
 BY0128  DESIGNATION -  P 487
 BY0128  PID         -  BY0128
 BY0128  STATE/COUNTY-  TX/SHELBY
 BY0128  USGS QUAD   -  CENTER (1984)
 BY0128
 BY0128                         *CURRENT SURVEY CONTROL
 BY0128  ___________________________________________________________________
 BY0128* NAD 83(1986)-  31 48 34.     (N)    094 12 36.     (W)     SCALED    
 BY0128* NAVD 88     -       115.56   (+/-2cm)     379.1    (feet)  VERTCON   
 BY0128  ___________________________________________________________________
 BY0128  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY0128
 BY0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0128
 BY0128.The horizontal coordinates were scaled from a topographic map and have
 BY0128.an estimated accuracy of +/- 6 seconds.
 BY0128
 BY0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0128.The vertical order pertains to the NGVD 29 superseded value.
 BY0128
 BY0128.The geoid height was determined by GEOID03.
 BY0128
 BY0128;                    North         East    Units  Estimated Accuracy
 BY0128;SPC TX C     - 3,253,500.    1,279,500.      MT  (+/- 180 meters Scaled)
 BY0128
 BY0128                          SUPERSEDED SURVEY CONTROL
 BY0128
 BY0128  NGVD 29 (??/??/92)  115.603  (m)          379.27   (f) ADJ UNCH    2 0
 BY0128
 BY0128.Superseded values are not recommended for survey control.
 BY0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0128.See file dsdata.txt to determine how the superseded data were derived.
 BY0128
 BY0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR854199(NAD 83)
 BY0128_MARKER: DB = BENCH MARK DISK
 BY0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0128_STAMPING: P 487 1949
 BY0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0128+STABILITY: SURFACE MOTION
 BY0128
 BY0128  HISTORY     - Date     Condition        Report By
 BY0128  HISTORY     - 1949     MONUMENTED       CGS
 BY0128  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0128  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0128
 BY0128                          STATION DESCRIPTION
 BY0128
 BY0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0128'2.25 MI W FROM CENTER.
 BY0128'1.25 MILES NORTH ALONG U. S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0128'COURTHOUSE AT CENTER, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 87,
 BY0128'ABOUT 300.0 FEET EAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH,
 BY0128'79.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRONT PORCH FOR THE
 BY0128'HOME OF BOB IRISH, 53.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BY0128'5.0 FEET NORTHWEST OF POWER POLE NO. 23, 1.7 FEET WEST OF A REFERENCE
 BY0128'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BY0128'THE GROUND.
 BY0128
 BY0128                          STATION RECOVERY (1979)
 BY0128
 BY0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0128'MARK NOT FOUND.
 BY0128
 BY0128                          STATION RECOVERY (1979)
 BY0128
 BY0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0128'A PORTION OF A CONCRETE POST DIMILIAAR TO OTHER BENCH MARK POSTS WAS
 BY0128'FOUND PARTIALLY BURIED IN THE BARROW DITCH. THE TABLET WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0995 ***********************************************************************
 BY0995  DESIGNATION -  P 488
 BY0995  PID         -  BY0995
 BY0995  STATE/COUNTY-  TX/NACOGDOCHES
 BY0995  USGS QUAD   -  HUNTINGTON (1980)
 BY0995
 BY0995                         *CURRENT SURVEY CONTROL
 BY0995  ___________________________________________________________________
 BY0995* NAD 83(1986)-  31 16 57.     (N)    094 33 19.     (W)     SCALED    
 BY0995* NAVD 88     -        93.88   (+/-2cm)     308.0    (feet)  VERTCON   
 BY0995  ___________________________________________________________________
 BY0995  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0995
 BY0995  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0995
 BY0995.The horizontal coordinates were scaled from a topographic map and have
 BY0995.an estimated accuracy of +/- 6 seconds.
 BY0995
 BY0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0995.The vertical order pertains to the NGVD 29 superseded value.
 BY0995
 BY0995.The geoid height was determined by GEOID03.
 BY0995
 BY0995;                    North         East    Units  Estimated Accuracy
 BY0995;SPC TX C     - 3,193,410.    1,249,890.      MT  (+/- 180 meters Scaled)
 BY0995
 BY0995                          SUPERSEDED SURVEY CONTROL
 BY0995
 BY0995  NGVD 29 (??/??/92)   93.913  (m)          308.11   (f) ADJ UNCH    2 0
 BY0995
 BY0995.Superseded values are not recommended for survey control.
 BY0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0995.See file dsdata.txt to determine how the superseded data were derived.
 BY0995
 BY0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ519619(NAD 83)
 BY0995_MARKER: DB = BENCH MARK DISK
 BY0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0995_STAMPING: P 488 1949
 BY0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0995+STABILITY: SURFACE MOTION
 BY0995
 BY0995  HISTORY     - Date     Condition        Report By
 BY0995  HISTORY     - 1949     MONUMENTED       CGS
 BY0995  HISTORY     - 19980919 GOOD             USPSQD
 BY0995
 BY0995                          STATION DESCRIPTION
 BY0995
 BY0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0995'1.25 MI NE FROM HUNTINGTON.
 BY0995'0.45 MILE NORTHEAST ALONG FARM ROAD 328 FROM THE TEXAS AND NEW ORLEANS
 BY0995'RAILROAD STATION AT HUNTINGTON, THENCE 0.8 MILE EAST ALONG A GRADED
 BY0995'DIRT ROAD, AT THE J.R. MORGAN FARM HOME, 90.5 FEET SOUTHWEST OF THE
 BY0995'SOUTHWEST CORNER OF THE HOUSE, 65.0 FEET EAST OF A 16-INCH OAK TREE,
 BY0995'54.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 48.5 FEET WEST OF A
 BY0995'15-INCH PINE TREE, 28.0 FEET SOUTHWEST OF THE CENTER OF A BOARD GATE,
 BY0995'1.5 FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT SOUTHEAST OF A FENCE,
 BY0995'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY0995'GROUND.
 BY0995
 BY0995                          STATION RECOVERY (1998)
 BY0995
 BY0995'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0868 ***********************************************************************
 BY0868  DESIGNATION -  P 489
 BY0868  PID         -  BY0868
 BY0868  STATE/COUNTY-  TX/ANGELINA
 BY0868  USGS QUAD   -  BALD HILL (1980)
 BY0868
 BY0868                         *CURRENT SURVEY CONTROL
 BY0868  ___________________________________________________________________
 BY0868* NAD 83(1986)-  31 09 19.     (N)    094 39 18.     (W)     SCALED    
 BY0868* NAVD 88     -        68.82   (+/-2cm)     225.8    (feet)  VERTCON   
 BY0868  ___________________________________________________________________
 BY0868  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BY0868
 BY0868  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0868
 BY0868.The horizontal coordinates were scaled from a topographic map and have
 BY0868.an estimated accuracy of +/- 6 seconds.
 BY0868
 BY0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0868.The vertical order pertains to the NGVD 29 superseded value.
 BY0868
 BY0868.The geoid height was determined by GEOID03.
 BY0868
 BY0868;                    North         East    Units  Estimated Accuracy
 BY0868;SPC TX C     - 3,178,830.    1,241,130.      MT  (+/- 180 meters Scaled)
 BY0868
 BY0868                          SUPERSEDED SURVEY CONTROL
 BY0868
 BY0868  NGVD 29 (??/??/92)   68.851  (m)          225.89   (f) ADJ UNCH    2 0
 BY0868
 BY0868.Superseded values are not recommended for survey control.
 BY0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0868.See file dsdata.txt to determine how the superseded data were derived.
 BY0868
 BY0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ422479(NAD 83)
 BY0868_MARKER: DB = BENCH MARK DISK
 BY0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0868_STAMPING: P 489 1949
 BY0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0868+STABILITY: SURFACE MOTION
 BY0868
 BY0868  HISTORY     - Date     Condition        Report By
 BY0868  HISTORY     - 1949     MONUMENTED       CGS
 BY0868
 BY0868                          STATION DESCRIPTION
 BY0868
 BY0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0868'13.0 MI SE FROM BURKE.
 BY0868'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0868'ORLEANS RAILROAD STATION AT BURKE, THENCE 7.55 MILES SOUTHEAST ALONG
 BY0868'FARM ROAD 58, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, THENCE
 BY0868'0.7 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, AT THE R. F. PARRISH FARM
 BY0868'HOME, 116.0 FEET EAST OF THE NORTH END OF A CATTLE GUARD, 44.0 FEET
 BY0868'NORTHEAST OF THE CENTER LINE OF THE ROAD, 34.0 FEET SOUTHEAST OF THE
 BY0868'SOUTHEAST CORNER OF THE FARM HOUSE, 16.0 FEET EAST OF THE YARD FENCE
 BY0868'CORNER, 1.7 FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT SOUTHEAST OF
 BY0868'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 BY0868'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0818 ***********************************************************************
 BZ0818  DESIGNATION -  P 49
 BZ0818  PID         -  BZ0818
 BZ0818  STATE/COUNTY-  TX/BELL
 BZ0818  USGS QUAD   -  BELTON (1993)
 BZ0818
 BZ0818                         *CURRENT SURVEY CONTROL
 BZ0818  ___________________________________________________________________
 BZ0818* NAD 83(1986)-  31 04 34.     (N)    097 25 30.     (W)     SCALED    
 BZ0818* NAVD 88     -       160.995  (meters)     528.20   (feet)  ADJUSTED  
 BZ0818  ___________________________________________________________________
 BZ0818  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BZ0818  DYNAMIC HT  -         160.782 (meters)     527.50  (feet)  COMP
 BZ0818  MODELED GRAV-     979,316.2   (mgal)                       NAVD 88
 BZ0818
 BZ0818  VERT ORDER  -  FIRST     CLASS II
 BZ0818
 BZ0818.The horizontal coordinates were scaled from a topographic map and have
 BZ0818.an estimated accuracy of +/- 6 seconds.
 BZ0818
 BZ0818.The orthometric height was determined by differential leveling
 BZ0818.and adjusted by the National Geodetic Survey in June 1991..
 BZ0818
 BZ0818.The geoid height was determined by GEOID03.
 BZ0818
 BZ0818.The dynamic height is computed by dividing the NAVD 88
 BZ0818.geopotential number by the normal gravity value computed on the
 BZ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0818.degrees latitude (g = 980.6199 gals.).
 BZ0818
 BZ0818.The modeled gravity was interpolated from observed gravity values.
 BZ0818
 BZ0818;                    North         East    Units  Estimated Accuracy
 BZ0818;SPC TX C     - 3,159,870.      977,470.      MT  (+/- 180 meters Scaled)
 BZ0818
 BZ0818                          SUPERSEDED SURVEY CONTROL
 BZ0818
 BZ0818  NGVD 29 (??/??/92)  160.934  (m)          528.00   (f) ADJ UNCH    1 2
 BZ0818
 BZ0818.Superseded values are not recommended for survey control.
 BZ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0818.See file dsdata.txt to determine how the superseded data were derived.
 BZ0818
 BZ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV502391(NAD 83)
 BZ0818_MARKER: DB = BENCH MARK DISK
 BZ0818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0818_SP_SET: ABUTMENT
 BZ0818_STAMPING: P 49 1953
 BZ0818_MARK LOGO: CGS   
 BZ0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0818
 BZ0818  HISTORY     - Date     Condition        Report By
 BZ0818  HISTORY     - 1953     MONUMENTED       CGS
 BZ0818  HISTORY     - 1983     GOOD             NGS
 BZ0818  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 BZ0818  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0818
 BZ0818                          STATION DESCRIPTION
 BZ0818
 BZ0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0818'2.9 MI NE FROM BELTON.
 BZ0818'2.9 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0818'THE STATION AT BELTON, BELL COUNTY, AT BRIDGE 223 AA, IN THE TOP OF
 BZ0818'THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT, 8 FEET SOUTHEAST
 BZ0818'OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 BZ0818'RAIL.
 BZ0818
 BZ0818                          STATION RECOVERY (1983)
 BZ0818
 BZ0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0818'RECOVERED THIS DATE.  ADD, 0.6 METER (2.0 FT) NORTHWEST OF THE
 BZ0818'SOUTHEAST END OF THE ABUTMENT.
 BZ0818
 BZ0818                          STATION RECOVERY (2001)
 BZ0818
 BZ0818'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ0818'MARK NOT FOUND.
 BZ0818
 BZ0818                          STATION RECOVERY (2003)
 BZ0818
 BZ0818'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0646 ***********************************************************************
 BY0646  DESIGNATION -  P 490
 BY0646  PID         -  BY0646
 BY0646  STATE/COUNTY-  TX/ANGELINA
 BY0646  USGS QUAD   -  ROCKLAND (1984)
 BY0646
 BY0646                         *CURRENT SURVEY CONTROL
 BY0646  ___________________________________________________________________
 BY0646* NAD 83(1986)-  31 05 38.     (N)    094 29 31.     (W)     SCALED    
 BY0646* NAVD 88     -        54.52   (+/-2cm)     178.9    (feet)  VERTCON   
 BY0646  ___________________________________________________________________
 BY0646  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BY0646
 BY0646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0646
 BY0646.The horizontal coordinates were scaled from a topographic map and have
 BY0646.an estimated accuracy of +/- 6 seconds.
 BY0646
 BY0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0646.The vertical order pertains to the NGVD 29 superseded value.
 BY0646
 BY0646.The geoid height was determined by GEOID03.
 BY0646
 BY0646;                    North         East    Units  Estimated Accuracy
 BY0646;SPC TX C     - 3,172,840.    1,257,010.      MT  (+/- 180 meters Scaled)
 BY0646
 BY0646                          SUPERSEDED SURVEY CONTROL
 BY0646
 BY0646  NGVD 29 (??/??/92)   54.539  (m)          178.93   (f) ADJ UNCH    2 0
 BY0646
 BY0646.Superseded values are not recommended for survey control.
 BY0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0646.See file dsdata.txt to determine how the superseded data were derived.
 BY0646
 BY0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ577409(NAD 83)
 BY0646_MARKER: DB = BENCH MARK DISK
 BY0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0646_STAMPING: P 490 1949
 BY0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0646+STABILITY: SURFACE MOTION
 BY0646
 BY0646  HISTORY     - Date     Condition        Report By
 BY0646  HISTORY     - 1949     MONUMENTED       CGS
 BY0646  HISTORY     - 1955     GOOD             NGS
 BY0646
 BY0646                          STATION DESCRIPTION
 BY0646
 BY0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BY0646'7.25 MI SW FROM ZAVALLA.
 BY0646'TO REACH FROM ZAVALLA-- GO SOUTH ON HIGHWAY NO. 69, 2.0 MILES.  THEN
 BY0646'TURN RIGHT AND GO WEST AND SOUTHWEST ON F.M. ROAD NO. 1270, 1.8 MILES
 BY0646'TO A CROSS ROAD.  THEN CONTINUE SOUTHWEST ON THE HIGHWAY 3.45 MILES TO
 BY0646'THE MARK ON THE LEFT.  IT IS 111 FEET SOUTH OF THE SOUTH CORNER OF A
 BY0646'WOODEN BRIDGE OVER POLLY BRANCH, 86 FEET NORTH OF THE CENTERLINE OF
 BY0646'THE DIRT ROAD LEADING SOUTHEAST, 51 FEET SOUTHEAST OF THE CENTERLINE
 BY0646'OF THE GRADED DIRT ROAD, 6.2 FEET SOUTHEAST OF A 14-INCH OAK TREE, 1.7
 BY0646'FEET NORTHWEST OF A 4 X 4 REFERENCE POST, AND SET IN THE TOP OF A
 BY0646'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0393 ***********************************************************************
 BY0393  DESIGNATION -  P 491
 BY0393  PID         -  BY0393
 BY0393  STATE/COUNTY-  TX/ANGELINA
 BY0393  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0393
 BY0393                         *CURRENT SURVEY CONTROL
 BY0393  ___________________________________________________________________
 BY0393* NAD 83(1986)-  31 11 11.     (N)    094 21 56.     (W)     SCALED    
 BY0393* NAVD 88     -        51.23   (+/-2cm)     168.1    (feet)  VERTCON   
 BY0393  ___________________________________________________________________
 BY0393  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BY0393
 BY0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0393
 BY0393.The horizontal coordinates were scaled from a topographic map and have
 BY0393.an estimated accuracy of +/- 6 seconds.
 BY0393
 BY0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0393.The vertical order pertains to the NGVD 29 superseded value.
 BY0393
 BY0393.The geoid height was determined by GEOID03.
 BY0393
 BY0393;                    North         East    Units  Estimated Accuracy
 BY0393;SPC TX C     - 3,183,720.    1,268,500.      MT  (+/- 180 meters Scaled)
 BY0393
 BY0393                          SUPERSEDED SURVEY CONTROL
 BY0393
 BY0393  NGVD 29 (??/??/92)   51.254  (m)          168.16   (f) ADJ UNCH    2 0
 BY0393
 BY0393.Superseded values are not recommended for survey control.
 BY0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0393.See file dsdata.txt to determine how the superseded data were derived.
 BY0393
 BY0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ698510(NAD 83)
 BY0393_MARKER: DB = BENCH MARK DISK
 BY0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0393_SP_SET: CULVERT
 BY0393_STAMPING: P 491 1949
 BY0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0393
 BY0393  HISTORY     - Date     Condition        Report By
 BY0393  HISTORY     - 1949     MONUMENTED       CGS
 BY0393
 BY0393                          STATION DESCRIPTION
 BY0393
 BY0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0393'4.4 MI NE FROM ZAVALLA.
 BY0393'0.6 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0393'RAILROAD STATION AT ZAVALLA, THENCE 3.8 MILES NORTHEAST ALONG STATE
 BY0393'HIGHWAY 147, IN LINE WITH THE CENTER LINE OF A WOODS ROAD LEADING
 BY0393'SOUTH, 378.0 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE
 BY0393'LEADING TO A FARM HOUSE, 28.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY0393'HIGHWAY, 1.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST
 BY0393'HEADWALL OF A LARGE CONCRETE BOX CULVERT, 2.0 FEET BELOW THE LEVEL OF
 BY0393'THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST HEADWALL OF A CONCRETE
 BY0393'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0385 ***********************************************************************
 BY0385  DESIGNATION -  P 493
 BY0385  PID         -  BY0385
 BY0385  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0385  USGS QUAD   -  BROADDUS (1984)
 BY0385
 BY0385                         *CURRENT SURVEY CONTROL
 BY0385  ___________________________________________________________________
 BY0385* NAD 83(1986)-  31 15 49.     (N)    094 16 16.     (W)     SCALED    
 BY0385* NAVD 88     -        57.83   (+/-2cm)     189.7    (feet)  VERTCON   
 BY0385  ___________________________________________________________________
 BY0385  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BY0385
 BY0385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0385
 BY0385.The horizontal coordinates were scaled from a topographic map and have
 BY0385.an estimated accuracy of +/- 6 seconds.
 BY0385
 BY0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0385.The vertical order pertains to the NGVD 29 superseded value.
 BY0385
 BY0385.The geoid height was determined by GEOID03.
 BY0385
 BY0385;                    North         East    Units  Estimated Accuracy
 BY0385;SPC TX C     - 3,192,760.    1,277,020.      MT  (+/- 180 meters Scaled)
 BY0385
 BY0385                          SUPERSEDED SURVEY CONTROL
 BY0385
 BY0385  NGVD 29 (??/??/92)   57.854  (m)          189.81   (f) ADJ UNCH    2 0
 BY0385
 BY0385.Superseded values are not recommended for survey control.
 BY0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0385.See file dsdata.txt to determine how the superseded data were derived.
 BY0385
 BY0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ789595(NAD 83)
 BY0385_MARKER: DB = BENCH MARK DISK
 BY0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0385_STAMPING: P 493 1949
 BY0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0385+STABILITY: SURFACE MOTION
 BY0385
 BY0385  HISTORY     - Date     Condition        Report By
 BY0385  HISTORY     - 1949     MONUMENTED       CGS
 BY0385
 BY0385                          STATION DESCRIPTION
 BY0385
 BY0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0385'3.2 MI SW FROM BROADDUS.
 BY0385'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0385'BROADDUS, AT THE JUNCTION OF THE ANGELINA NATIONAL FOREST ROAD 304 AND
 BY0385'STATE HIGHWAY 147, 56.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BY0385'53.0 FEET SOUTH OF THE CENTER LINE OF THE ANGELINA NATIONAL FOREST
 BY0385'ROAD, 1.3 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0385'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0327 ***********************************************************************
 BY0327  DESIGNATION -  P 494
 BY0327  PID         -  BY0327
 BY0327  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0327  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0327
 BY0327                         *CURRENT SURVEY CONTROL
 BY0327  ___________________________________________________________________
 BY0327* NAD 83(1986)-  31 29 05.     (N)    094 17 42.     (W)     SCALED    
 BY0327* NAVD 88     -        70.25   (+/-2cm)     230.5    (feet)  VERTCON   
 BY0327  ___________________________________________________________________
 BY0327  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BY0327
 BY0327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0327
 BY0327.The horizontal coordinates were scaled from a topographic map and have
 BY0327.an estimated accuracy of +/- 6 seconds.
 BY0327
 BY0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0327.The vertical order pertains to the NGVD 29 superseded value.
 BY0327
 BY0327.The geoid height was determined by GEOID03.
 BY0327
 BY0327;                    North         East    Units  Estimated Accuracy
 BY0327;SPC TX C     - 3,217,110.    1,273,420.      MT  (+/- 180 meters Scaled)
 BY0327
 BY0327                          SUPERSEDED SURVEY CONTROL
 BY0327
 BY0327  NGVD 29 (??/??/92)   70.283  (m)          230.59   (f) ADJ UNCH    2 0
 BY0327
 BY0327.Superseded values are not recommended for survey control.
 BY0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0327.See file dsdata.txt to determine how the superseded data were derived.
 BY0327
 BY0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ769840(NAD 83)
 BY0327_MARKER: DB = BENCH MARK DISK
 BY0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0327_STAMPING: P 494 1949
 BY0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0327+STABILITY: SURFACE MOTION
 BY0327
 BY0327  HISTORY     - Date     Condition        Report By
 BY0327  HISTORY     - 1949     MONUMENTED       CGS
 BY0327  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0327
 BY0327                          STATION DESCRIPTION
 BY0327
 BY0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0327'5.0 MI SE FROM CHIRENO.
 BY0327'3.5 MILES EAST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH THE
 BY0327'BUSINESS ROUTE OF STATE HIGHWAY 21 AT CHIRENO, THENCE 1.5 MILES SOUTH
 BY0327'ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF SHANON GRAY, 112 FEET
 BY0327'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 64 FEET EAST OF THE
 BY0327'CENTER LINE OF THE ROAD, 30 FEET EAST OF A 24 INCH TRIANGULAR BLAZED
 BY0327'OAK TREE, 13 FEET SOUTH OF THE CENTER LINE OF A LANE LEADING EAST, 0.8
 BY0327'FOOT NORTH OF A FENCE, 1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP
 BY0327'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY0327
 BY0327                          STATION RECOVERY (1998)
 BY0327
 BY0327'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0675 ***********************************************************************
 AY0675  DESIGNATION -  P 495
 AY0675  PID         -  AY0675
 AY0675  STATE/COUNTY-  TX/BEXAR
 AY0675  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0675
 AY0675                         *CURRENT SURVEY CONTROL
 AY0675  ___________________________________________________________________
 AY0675* NAD 83(1986)-  29 25 26.     (N)    098 37 27.     (W)     SCALED    
 AY0675* NAVD 88     -       222.372  (meters)     729.57   (feet)  ADJUSTED  
 AY0675  ___________________________________________________________________
 AY0675  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AY0675  DYNAMIC HT  -         222.048 (meters)     728.50  (feet)  COMP
 AY0675  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 AY0675
 AY0675  VERT ORDER  -  FIRST     CLASS II
 AY0675
 AY0675.The horizontal coordinates were scaled from a topographic map and have
 AY0675.an estimated accuracy of +/- 6 seconds.
 AY0675
 AY0675.The orthometric height was determined by differential leveling
 AY0675.and adjusted by the National Geodetic Survey in June 1991..
 AY0675
 AY0675.The geoid height was determined by GEOID03.
 AY0675
 AY0675.The dynamic height is computed by dividing the NAVD 88
 AY0675.geopotential number by the normal gravity value computed on the
 AY0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0675.degrees latitude (g = 980.6199 gals.).
 AY0675
 AY0675.The modeled gravity was interpolated from observed gravity values.
 AY0675
 AY0675;                    North         East    Units  Estimated Accuracy
 AY0675;SPC TXSC     - 4,176,330.      636,470.      MT  (+/- 180 meters Scaled)
 AY0675
 AY0675                          SUPERSEDED SURVEY CONTROL
 AY0675
 AY0675  NGVD 29 (??/??/92)  222.259  (m)          729.19   (f) ADJ UNCH    1 2
 AY0675
 AY0675.Superseded values are not recommended for survey control.
 AY0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0675.See file dsdata.txt to determine how the superseded data were derived.
 AY0675
 AY0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT364550(NAD 83)
 AY0675_MARKER: DB = BENCH MARK DISK
 AY0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0675_STAMPING: P 495 1952
 AY0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0675+STABILITY: SURFACE MOTION
 AY0675
 AY0675  HISTORY     - Date     Condition        Report By
 AY0675  HISTORY     - 1952     MONUMENTED       CGS
 AY0675  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0675  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY0675
 AY0675                          STATION DESCRIPTION
 AY0675
 AY0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0675'IN SAN ANTONIO.
 AY0675'AT SAN ANTONIO, 1.2 MILES NORTH ALONG PINN ROAD FROM ITS JUNCTION WITH
 AY0675'U.S. HIGHWAY 90, 0.1 MILE SOUTH OF A SMALL BRICK HOUSE, 24 FEET WEST
 AY0675'OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE, IN LINE WITH A
 AY0675'FENCE LEADING WEST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY0675'0.3 FOOT ABOVE THE GROUND.
 AY0675
 AY0675                          STATION RECOVERY (1967)
 AY0675
 AY0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0675'MARK NOT FOUND.
 AY0675
 AY0675                          STATION RECOVERY (1995)
 AY0675
 AY0675'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0987 ***********************************************************************
 AY0987  DESIGNATION -  P 496
 AY0987  PID         -  AY0987
 AY0987  STATE/COUNTY-  TX/BEXAR
 AY0987  USGS QUAD   -  CASTLE HILLS (1992)
 AY0987
 AY0987                         *CURRENT SURVEY CONTROL
 AY0987  ___________________________________________________________________
 AY0987* NAD 83(1986)-  29 31 29.     (N)    098 35 55.     (W)     SCALED    
 AY0987* NAVD 88     -       271.262  (meters)     889.97   (feet)  POSTED    
 AY0987  ___________________________________________________________________
 AY0987  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AY0987  DYNAMIC HT  -         270.870 (meters)     888.68  (feet)  COMP
 AY0987  MODELED GRAV-     979,174.0   (mgal)                       NAVD 88
 AY0987
 AY0987  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0987
 AY0987.The horizontal coordinates were scaled from a topographic map and have
 AY0987.an estimated accuracy of +/- 6 seconds.
 AY0987
 AY0987.The orthometric height was determined by differential leveling
 AY0987.and adjusted by the National Geodetic Survey in 1992..
 AY0987.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0987.rate of 0.0 thru 1.0 mm/km.
 AY0987
 AY0987.The geoid height was determined by GEOID03.
 AY0987
 AY0987.The dynamic height is computed by dividing the NAVD 88
 AY0987.geopotential number by the normal gravity value computed on the
 AY0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0987.degrees latitude (g = 980.6199 gals.).
 AY0987
 AY0987.The modeled gravity was interpolated from observed gravity values.
 AY0987
 AY0987;                    North         East    Units  Estimated Accuracy
 AY0987;SPC TXSC     - 4,187,520.      638,910.      MT  (+/- 180 meters Scaled)
 AY0987
 AY0987                          SUPERSEDED SURVEY CONTROL
 AY0987
 AY0987  NGVD 29 (??/??/92)  271.141  (m)          889.57   (f) ADJ UNCH    1 2
 AY0987
 AY0987.Superseded values are not recommended for survey control.
 AY0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0987.See file dsdata.txt to determine how the superseded data were derived.
 AY0987
 AY0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT388661(NAD 83)
 AY0987_MARKER: DB = BENCH MARK DISK
 AY0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0987_STAMPING: P 496 1952
 AY0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0987+STABILITY: SURFACE MOTION
 AY0987
 AY0987  HISTORY     - Date     Condition        Report By
 AY0987  HISTORY     - 1952     MONUMENTED       CGS
 AY0987  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0987  HISTORY     - 1989     GOOD             USPSQD
 AY0987  HISTORY     - 1990     GOOD             USPSQD
 AY0987  HISTORY     - 19991201 MARK NOT FOUND   USPSQD
 AY0987
 AY0987                          STATION DESCRIPTION
 AY0987
 AY0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0987'IN SAN ANTONIO.
 AY0987'AT SAN ANTONIO, 0.1 MILE NORTHEAST ALONG HUEBNER ROAD FROM ITS
 AY0987'JUNCTION WITH BABCOCK ROAD, ON THE NORTHWEST SIDE OF BABCOCK ACRES, 31
 AY0987'FEET SOUTHEAST OF THE CENTER LINE OF HUEBNER ROAD, 29 FEET SOUTHWEST
 AY0987'OF THE CENTER LINE OF RICHVIEW STREET, 2 FEET SOUTHWEST OF A LARGE
 AY0987'BRICK POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AY0987'ABOVE THE GROUND.
 AY0987
 AY0987                          STATION RECOVERY (1986)
 AY0987
 AY0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0987'MARK NOT FOUND.
 AY0987
 AY0987                          STATION RECOVERY (1989)
 AY0987
 AY0987'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0987'RECOVERED IN GOOD CONDITION.
 AY0987
 AY0987                          STATION RECOVERY (1990)
 AY0987
 AY0987'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0987'RECOVERED IN GOOD CONDITION.
 AY0987
 AY0987                          STATION RECOVERY (1999)
 AY0987
 AY0987'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0082 ***********************************************************************
 AY0082  DESIGNATION -  P 497
 AY0082  PID         -  AY0082
 AY0082  STATE/COUNTY-  TX/BEXAR
 AY0082  USGS QUAD   -  LONGHORN (1992)
 AY0082
 AY0082                         *CURRENT SURVEY CONTROL
 AY0082  ___________________________________________________________________
 AY0082* NAD 83(1986)-  29 32 31.     (N)    098 27 42.     (W)     SCALED    
 AY0082* NAVD 88     -       228.633  (meters)     750.11   (feet)  POSTED    
 AY0082  ___________________________________________________________________
 AY0082  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AY0082  DYNAMIC HT  -         228.300 (meters)     749.01  (feet)  COMP
 AY0082  MODELED GRAV-     979,185.9   (mgal)                       NAVD 88
 AY0082
 AY0082  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0082
 AY0082.This mark is at San Antonio Intl (SAT) Airport (SAT)
 AY0082
 AY0082.The horizontal coordinates were scaled from a topographic map and have
 AY0082.an estimated accuracy of +/- 6 seconds.
 AY0082
 AY0082.The orthometric height was determined by differential leveling
 AY0082.and adjusted by the National Geodetic Survey in 1992..
 AY0082.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0082.rate of 0.0 thru 1.0 mm/km.
 AY0082
 AY0082.The geoid height was determined by GEOID03.
 AY0082
 AY0082.The dynamic height is computed by dividing the NAVD 88
 AY0082.geopotential number by the normal gravity value computed on the
 AY0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0082.degrees latitude (g = 980.6199 gals.).
 AY0082
 AY0082.The modeled gravity was interpolated from observed gravity values.
 AY0082
 AY0082;                    North         East    Units  Estimated Accuracy
 AY0082;SPC TXSC     - 4,189,480.      652,170.      MT  (+/- 180 meters Scaled)
 AY0082
 AY0082                          SUPERSEDED SURVEY CONTROL
 AY0082
 AY0082  NGVD 29 (??/??/92)  228.501  (m)          749.67   (f) ADJ UNCH    1 2
 AY0082
 AY0082.Superseded values are not recommended for survey control.
 AY0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0082.See file dsdata.txt to determine how the superseded data were derived.
 AY0082
 AY0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT521681(NAD 83)
 AY0082_MARKER: DB = BENCH MARK DISK
 AY0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0082_STAMPING: P 497 1953
 AY0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0082+STABILITY: SURFACE MOTION
 AY0082
 AY0082  HISTORY     - Date     Condition        Report By
 AY0082  HISTORY     - 1953     MONUMENTED       CGS
 AY0082  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 AY0082  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0082  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0082
 AY0082                          STATION DESCRIPTION
 AY0082
 AY0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0082'1.65 MI NW FROM SAN ANTONIO.
 AY0082'1.65 MILES NORTHWEST ALONG BITTERS ROAD FROM ITS JUNCTION WITH
 AY0082'NACOGDOCHES ROAD AT SAN ANTONIO, ON THE NORTHEAST SIDE OF THE SAN
 AY0082'ANTONIO MUNICIPAL AIRPORT, 41 FEET SOUTHEAST OF THE EXTENDED CENTER
 AY0082'LINE OF A PRIVATE DRIVEWAY LEADING TO A GRAVEL PIT, 28 FEET SOUTHWEST
 AY0082'OF THE CENTER LINE OF BITTERS ROAD, 14 FEET NORTHWEST OF THE CENTER OF
 AY0082'A SMALL WOODEN GATE, 29 FEET NORTH OF THE NORTH CORNER OF A SMALL
 AY0082'BUILDING, 1.8 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS
 AY0082'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AY0082'THE GROUND.
 AY0082
 AY0082                          STATION RECOVERY (1969)
 AY0082
 AY0082'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 AY0082'MARK NOT FOUND.
 AY0082
 AY0082                          STATION RECOVERY (1989)
 AY0082
 AY0082'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0082'MARK NOT FOUND.
 AY0082
 AY0082                          STATION RECOVERY (1999)
 AY0082
 AY0082'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0406 ***********************************************************************
 AY0406  DESIGNATION -  P 499
 AY0406  PID         -  AY0406
 AY0406  STATE/COUNTY-  TX/BEXAR
 AY0406  USGS QUAD   -  SOUTHTON (1992)
 AY0406
 AY0406                         *CURRENT SURVEY CONTROL
 AY0406  ___________________________________________________________________
 AY0406* NAD 83(1986)-  29 21 27.     (N)    098 24 42.     (W)     SCALED    
 AY0406* NAVD 88     -       169.850  (meters)     557.25   (feet)  ADJUSTED  
 AY0406  ___________________________________________________________________
 AY0406  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY0406  DYNAMIC HT  -         169.603 (meters)     556.44  (feet)  COMP
 AY0406  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AY0406
 AY0406  VERT ORDER  -  FIRST     CLASS II
 AY0406
 AY0406.The horizontal coordinates were scaled from a topographic map and have
 AY0406.an estimated accuracy of +/- 6 seconds.
 AY0406
 AY0406.The orthometric height was determined by differential leveling
 AY0406.and adjusted by the National Geodetic Survey in June 1991..
 AY0406
 AY0406.The geoid height was determined by GEOID03.
 AY0406
 AY0406.The dynamic height is computed by dividing the NAVD 88
 AY0406.geopotential number by the normal gravity value computed on the
 AY0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0406.degrees latitude (g = 980.6199 gals.).
 AY0406
 AY0406.The modeled gravity was interpolated from observed gravity values.
 AY0406
 AY0406;                    North         East    Units  Estimated Accuracy
 AY0406;SPC TXSC     - 4,169,060.      657,120.      MT  (+/- 180 meters Scaled)
 AY0406
 AY0406                          SUPERSEDED SURVEY CONTROL
 AY0406
 AY0406  NGVD 29 (??/??/92)  169.758  (m)          556.95   (f) ADJ UNCH    1 2
 AY0406
 AY0406.Superseded values are not recommended for survey control.
 AY0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0406.See file dsdata.txt to determine how the superseded data were derived.
 AY0406
 AY0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT571477(NAD 83)
 AY0406_MARKER: DB = BENCH MARK DISK
 AY0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0406_SP_SET: ABUTMENT
 AY0406_STAMPING: P 499 1953
 AY0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0406
 AY0406  HISTORY     - Date     Condition        Report By
 AY0406  HISTORY     - 1953     MONUMENTED       CGS
 AY0406  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0406  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY0406
 AY0406                          STATION DESCRIPTION
 AY0406
 AY0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0406'IN SAN ANTONIO.
 AY0406'AT SAN ANTONIO, 2.4 MILES SOUTH ALONG LOOP 13 (W.W. WHITE ROAD) FROM
 AY0406'ITS INTERSECTION WITH U.S. HIGHWAY 87 (NIXON ROAD), THENCE 0.5 MILE
 AY0406'SOUTHWEST ALONG LOOP 13 (MILITARY DRIVE), 17 FEET NORTHWEST OF THE
 AY0406'CENTER LINE OF LOOP 13, SET IN THE TOP OF THE NORTHWEST END OF THE
 AY0406'NORTHEAST ABUTMENT OF A BRIDGE OVER SALADO CREEK.
 AY0406
 AY0406                          STATION RECOVERY (1980)
 AY0406
 AY0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0406'SEARCHED FOR, NOT RECOVERED.  CONSIDERED DESTROYED, P 499 RESET 1961
 AY0406'WAS FOUND IN THIS AREA.
 AY0406
 AY0406                          STATION RECOVERY (1995)
 AY0406
 AY0406'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0407 ***********************************************************************
 AY0407  DESIGNATION -  P 499 RESET 1961
 AY0407  PID         -  AY0407
 AY0407  STATE/COUNTY-  TX/BEXAR
 AY0407  USGS QUAD   -  SOUTHTON (1992)
 AY0407
 AY0407                         *CURRENT SURVEY CONTROL
 AY0407  ___________________________________________________________________
 AY0407* NAD 83(1986)-  29 21 26.     (N)    098 24 45.     (W)     SCALED    
 AY0407* NAVD 88     -       169.74   (meters)     556.9    (feet)  RESET     
 AY0407  ___________________________________________________________________
 AY0407  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY0407
 AY0407  VERT ORDER  -  THIRD
 AY0407
 AY0407.The horizontal coordinates were scaled from a topographic map and have
 AY0407.an estimated accuracy of +/- 6 seconds.
 AY0407
 AY0407.The orthometric height was computed from unverified reset data.
 AY0407
 AY0407.The geoid height was determined by GEOID03.
 AY0407
 AY0407;                    North         East    Units  Estimated Accuracy
 AY0407;SPC TXSC     - 4,169,030.      657,040.      MT  (+/- 180 meters Scaled)
 AY0407
 AY0407                          SUPERSEDED SURVEY CONTROL
 AY0407
 AY0407.No superseded survey control is available for this station.
 AY0407
 AY0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT570477(NAD 83)
 AY0407_MARKER: DB = BENCH MARK DISK
 AY0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0407_SP_SET: BRIDGE
 AY0407_STAMPING: P-499 RESET 1961
 AY0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0407
 AY0407  HISTORY     - Date     Condition        Report By
 AY0407  HISTORY     - 1961     MONUMENTED       TXHD
 AY0407  HISTORY     - 1980     GOOD             NGS
 AY0407  HISTORY     - 19990412 GOOD             USPSQD
 AY0407
 AY0407                          STATION DESCRIPTION
 AY0407
 AY0407'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AY0407'IN SAN ANTONIO.
 AY0407'THIS MARK IS LOCATED AT SAN ANTONIO, 43 FEET NORTH OF THE CENTERLINE
 AY0407'OF LOOP 13, AND SET IN THE CONCRETE BRIDGE OVER THE SALADO CREEK, AT
 AY0407'THE NORTH END OF THE EAST ABUTMENT WING.
 AY0407
 AY0407                          STATION RECOVERY (1980)
 AY0407
 AY0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0407'IN SAN ANTONIO, IN TOP OF THE NORTHEAST END OF THE NORTH CONCRETE
 AY0407'GUARDRAIL OF A BRIDGE FOR THE SOUTHBOUND LANES OF MILITARY DRIVE OVER
 AY0407'SALADO CREEK, 0.8 KM (0.5 MI) SOUTHWEST ALONG MILITARY DRIVE FROM THE
 AY0407'JUNCTION OF SOUTH WW WHITE ROAD, 7.3 METERS (2.4 FT) NORTHWEST OF THE
 AY0407'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE DRIVE, 17.7 METERS
 AY0407'(5.5 FT) SOUTHWEST OF THE NORTHEAST END OF A CONCRETE GUARDRAIL.
 AY0407'NOTE-NOT LEVELED AT THIS TIME, OFF MAIN LEVEL LINE.
 AY0407'THE MARK IS 0.3 M ABOVE THE DRIVE.
 AY0407
 AY0407                          STATION RECOVERY (1999)
 AY0407
 AY0407'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6876 ***********************************************************************
 AW6876  DESIGNATION -  P 5 14 USBR 1952
 AW6876  PID         -  AW6876
 AW6876  STATE/COUNTY-  TX/FORT BEND
 AW6876  USGS QUAD   -  NEEDVILLE (1980)
 AW6876
 AW6876                         *CURRENT SURVEY CONTROL
 AW6876  ___________________________________________________________________
 AW6876* NAD 83(1993)-  29 24 58.34232(N)    095 45 47.91319(W)     ADJUSTED  
 AW6876* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AW6876  ___________________________________________________________________
 AW6876  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW6876  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6876
 AW6876  HORZ ORDER  -  SECOND
 AW6876
 AW6876.The horizontal coordinates were established by classical geodetic methods
 AW6876.and adjusted by the National Geodetic Survey in February 1996..
 AW6876
 AW6876.The orthometric height was scaled from a topographic map.
 AW6876
 AW6876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6876
 AW6876.The geoid height was determined by GEOID03.
 AW6876
 AW6876;                    North         East     Units Scale Factor Converg.
 AW6876;SPC TXSC     - 4,179,769.815   914,025.185   MT  0.99986425   +1 35 08.5
 AW6876;SPC TXSC     -13,713,128.13  2,998,764.29   sFT  0.99986425   +1 35 08.5
 AW6876;UTM  15      - 3,257,276.198   231,884.960   MT  1.00048710   -1 21 28.8
 AW6876
 AW6876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6876!SPC TXSC     -   1.00000066  x   0.99986425  =   0.99986491
 AW6876!UTM  15      -   1.00000066  x   1.00048710  =   1.00048776
 AW6876
 AW6876|---------------------------------------------------------------------|
 AW6876| PID    Reference Object                     Distance      Geod. Az  |
 AW6876|                                                           dddmmss.s |
 AW6876| AW6875 12 M RESET USGS 1953                 29.097 METERS 19501     |
 AW6876| AW6878 FAIRCHILDS                          326.685 METERS 32517     |
 AW6876|---------------------------------------------------------------------|
 AW6876
 AW6876                          SUPERSEDED SURVEY CONTROL
 AW6876
 AW6876  NAD 83(1986)-  29 24 58.35562(N)    095 45 47.89603(W) AD(       ) 2
 AW6876  NAD 27      -  29 24 57.47700(N)    095 45 47.07600(W) AD(       ) 2
 AW6876
 AW6876.Superseded values are not recommended for survey control.
 AW6876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6876.See file dsdata.txt to determine how the superseded data were derived.
 AW6876
 AW6876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3188557276(NAD 83)
 AW6876_MARKER: DD = SURVEY DISK
 AW6876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6876_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6876+STABILITY: SURFACE MOTION
 AW6876
 AW6876  HISTORY     - Date     Condition        Report By
 AW6876  HISTORY     - 1952     MONUMENTED       BOR
 AW6876  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW6876
 AW6876                          STATION DESCRIPTION
 AW6876
 AW6876'DESCRIBED BY US BUREAU OF RECLAMATION 1952
 AW6876'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTH OF RICHMOND
 AW6876'AND ABOUT 4.0 MILES EAST-NORTHEAST OF NEEDVILLE.
 AW6876'
 AW6876'P 5 14 (USBR) IS ON THE ROAD RIGHT-OF-WAY, 40 FEET EAST OF
 AW6876'THE CENTER OF FARM ROAD 361 AND 4 FEET SOUTH OF A FENCE
 AW6876'CORNER.  IT IS A STANDARD DISK SET IN THE TOP OF A 6 INCH
 AW6876'SQUARE CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED
 AW6876'P 5 14 45.
 AW6876
 AW6876                          STATION RECOVERY (1995)
 AW6876
 AW6876'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0920 ***********************************************************************
 BZ0920  DESIGNATION -  P 50
 BZ0920  PID         -  BZ0920
 BZ0920  STATE/COUNTY-  TX/BELL
 BZ0920  USGS QUAD   -  KILLEEN (1995)
 BZ0920
 BZ0920                         *CURRENT SURVEY CONTROL
 BZ0920  ___________________________________________________________________
 BZ0920* NAD 83(1986)-  31 05 28.     (N)    097 38 48.     (W)     SCALED    
 BZ0920* NAVD 88     -       222.826  (meters)     731.05   (feet)  ADJUSTED  
 BZ0920  ___________________________________________________________________
 BZ0920  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ0920  DYNAMIC HT  -         222.528 (meters)     730.08  (feet)  COMP
 BZ0920  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 BZ0920
 BZ0920  VERT ORDER  -  FIRST     CLASS II
 BZ0920
 BZ0920.The horizontal coordinates were scaled from a topographic map and have
 BZ0920.an estimated accuracy of +/- 6 seconds.
 BZ0920
 BZ0920.The orthometric height was determined by differential leveling
 BZ0920.and adjusted by the National Geodetic Survey in June 1991..
 BZ0920
 BZ0920.The geoid height was determined by GEOID03.
 BZ0920
 BZ0920.The dynamic height is computed by dividing the NAVD 88
 BZ0920.geopotential number by the normal gravity value computed on the
 BZ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0920.degrees latitude (g = 980.6199 gals.).
 BZ0920
 BZ0920.The modeled gravity was interpolated from observed gravity values.
 BZ0920
 BZ0920;                    North         East    Units  Estimated Accuracy
 BZ0920;SPC TX C     - 3,161,000.      956,290.      MT  (+/- 180 meters Scaled)
 BZ0920
 BZ0920                          SUPERSEDED SURVEY CONTROL
 BZ0920
 BZ0920  NGVD 29 (??/??/92)  222.752  (m)          730.81   (f) ADJ UNCH    1 2
 BZ0920
 BZ0920.Superseded values are not recommended for survey control.
 BZ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0920.See file dsdata.txt to determine how the superseded data were derived.
 BZ0920
 BZ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV290404(NAD 83)
 BZ0920_MARKER: DB = BENCH MARK DISK
 BZ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0920_STAMPING: P 50 1953
 BZ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0920+STABILITY: SURFACE MOTION
 BZ0920
 BZ0920  HISTORY     - Date     Condition        Report By
 BZ0920  HISTORY     - 1953     MONUMENTED       CGS
 BZ0920  HISTORY     - 1957     POOR             DOD
 BZ0920  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0920  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0920
 BZ0920                          STATION DESCRIPTION
 BZ0920
 BZ0920'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0920'2.5 MI W FROM NOLANVILLE.
 BZ0920'2.5 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0920'STATION AT NOLANVILLE, BELL COUNTY, 0.1 MILE SOUTHEAST OF A FARMHOUSE,
 BZ0920'8 POLES WEST OF MILEPOST 238, 41 FEET NORTH OF THE NORTH RAIL, AT THE
 BZ0920'SOUTHEAST CORNER OF A FIELD, 21 FEET WEST OF THE FENCE CORNER, 1.9
 BZ0920'FEET SOUTH OF THE FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 BZ0920'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 BZ0920'GROUND.  NOTE-- MARK NOT SOLID IN GROUND.
 BZ0920
 BZ0920                          STATION RECOVERY (1983)
 BZ0920
 BZ0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0920'MARK NOT FOUND.
 BZ0920
 BZ0920                          STATION RECOVERY (2001)
 BZ0920
 BZ0920'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0959 ***********************************************************************
 BY0959  DESIGNATION -  P 500
 BY0959  PID         -  BY0959
 BY0959  STATE/COUNTY-  TX/POLK
 BY0959  USGS QUAD   -  PLUCK (1980)
 BY0959
 BY0959                         *CURRENT SURVEY CONTROL
 BY0959  ___________________________________________________________________
 BY0959* NAD 83(1986)-  31 05 47.     (N)    094 42 40.     (W)     SCALED    
 BY0959* NAVD 88     -        41.99   (+/-2cm)     137.8    (feet)  VERTCON   
 BY0959  ___________________________________________________________________
 BY0959  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BY0959
 BY0959  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0959
 BY0959.The horizontal coordinates were scaled from a topographic map and have
 BY0959.an estimated accuracy of +/- 6 seconds.
 BY0959
 BY0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0959.The vertical order pertains to the NGVD 29 superseded value.
 BY0959
 BY0959.The geoid height was determined by GEOID03.
 BY0959
 BY0959;                    North         East    Units  Estimated Accuracy
 BY0959;SPC TX C     - 3,172,040.    1,236,110.      MT  (+/- 180 meters Scaled)
 BY0959
 BY0959                          SUPERSEDED SURVEY CONTROL
 BY0959
 BY0959  NGVD 29 (??/??/92)   42.022  (m)          137.87   (f) ADJ UNCH    2 0
 BY0959
 BY0959.Superseded values are not recommended for survey control.
 BY0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0959.See file dsdata.txt to determine how the superseded data were derived.
 BY0959
 BY0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ368415(NAD 83)
 BY0959_MARKER: DB = BENCH MARK DISK
 BY0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0959_STAMPING: P 500 1949
 BY0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0959+STABILITY: SURFACE MOTION
 BY0959
 BY0959  HISTORY     - Date     Condition        Report By
 BY0959  HISTORY     - 1949     MONUMENTED       CGS
 BY0959  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0959
 BY0959                          STATION DESCRIPTION
 BY0959
 BY0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0959'6.9 MI NE FROM PLUCK.
 BY0959'5.2 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK,
 BY0959'THENCE 1.7 MILES NORTHEAST ALONG A DIRT ROAD, JUST SOUTH OF A CURVE IN
 BY0959'THE ROAD WITH TANGENTS LEADING SOUTH AND NORTHWEST, 47.0 FEET EAST OF
 BY0959'THE CENTER LINE OF THE ROAD, 25.0 FEET NORTHWEST OF THE CENTER LINE OF
 BY0959'A WOODS ROAD LEADING NORTHEAST, 4.3 FEET WEST OF A 6-INCH OAK TREE
 BY0959'WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 0.3 MILE NORTH
 BY0959'OF A POINT WHERE A TELEPHONE LINE CROSSES THE ROAD, 1.4 FEET WEST OF A
 BY0959'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BY0959'ABOVE THE GROUND.
 BY0959
 BY0959                          STATION RECOVERY (1997)
 BY0959
 BY0959'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0710 ***********************************************************************
 BL0710  DESIGNATION -  P 501
 BL0710  PID         -  BL0710
 BL0710  STATE/COUNTY-  TX/POLK
 BL0710  USGS QUAD   -  CAMDEN (1984)
 BL0710
 BL0710                         *CURRENT SURVEY CONTROL
 BL0710  ___________________________________________________________________
 BL0710* NAD 83(1986)-  30 54 57.     (N)    094 44 19.     (W)     SCALED    
 BL0710* NAVD 88     -        87.70   (+/-2cm)     287.7    (feet)  VERTCON   
 BL0710  ___________________________________________________________________
 BL0710  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0710
 BL0710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0710
 BL0710.The horizontal coordinates were scaled from a topographic map and have
 BL0710.an estimated accuracy of +/- 6 seconds.
 BL0710
 BL0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0710.The vertical order pertains to the NGVD 29 superseded value.
 BL0710
 BL0710.The geoid height was determined by GEOID03.
 BL0710
 BL0710;                    North         East    Units  Estimated Accuracy
 BL0710;SPC TX C     - 3,151,920.    1,234,500.      MT  (+/- 180 meters Scaled)
 BL0710
 BL0710                          SUPERSEDED SURVEY CONTROL
 BL0710
 BL0710  NGVD 29 (??/??/92)   87.708  (m)          287.76   (f) ADJ UNCH    2 0
 BL0710
 BL0710.Superseded values are not recommended for survey control.
 BL0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0710.See file dsdata.txt to determine how the superseded data were derived.
 BL0710
 BL0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ338215(NAD 83)
 BL0710_MARKER: DB = BENCH MARK DISK
 BL0710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0710_SP_SET: BRIDGE
 BL0710_STAMPING: P 501 1949
 BL0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0710
 BL0710  HISTORY     - Date     Condition        Report By
 BL0710  HISTORY     - 1949     MONUMENTED       CGS
 BL0710  HISTORY     - 19970426 GOOD             USPSQD
 BL0710
 BL0710                          STATION DESCRIPTION
 BL0710
 BL0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0710'IN CAMDEN.
 BL0710'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY EXPRESS CO.
 BL0710'OFFICE AT CAMDEN, THENCE 0.4 MILE WEST ALONG FARM ROAD NO. 62, SET IN
 BL0710'THE EAST END OF THE SOUTH HEADWALL OF A 7 CHANNEL BRIDGE, 175.0 FEET
 BL0710'WEST ALONG THE SOUTH EDGE OF THE ROAD FROM THE WEST RAIL OF THE MOST
 BL0710'WESTERLY ONE OF TWO RAILROAD CROSSINGS, 13.0 FEET SOUTH OF THE CENTER
 BL0710'LINE OF THE ROAD, 1.5 FEET WEST OF THE EAST END OF THE HEADWALL, 1.7
 BL0710'FEET ABOVE ROAD LEVEL.
 BL0710
 BL0710                          STATION RECOVERY (1997)
 BL0710
 BL0710'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0568 ***********************************************************************
 BL0568  DESIGNATION -  P 502
 BL0568  PID         -  BL0568
 BL0568  STATE/COUNTY-  TX/POLK
 BL0568  USGS QUAD   -  SODA (1984)
 BL0568
 BL0568                         *CURRENT SURVEY CONTROL
 BL0568  ___________________________________________________________________
 BL0568* NAD 83(1986)-  30 42 02.     (N)    094 46 39.     (W)     SCALED    
 BL0568* NAVD 88     -       109.98   (+/-2cm)     360.8    (feet)  VERTCON   
 BL0568  ___________________________________________________________________
 BL0568  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0568
 BL0568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0568
 BL0568.The horizontal coordinates were scaled from a topographic map and have
 BL0568.an estimated accuracy of +/- 6 seconds.
 BL0568
 BL0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0568.The vertical order pertains to the NGVD 29 superseded value.
 BL0568
 BL0568.The geoid height was determined by GEOID03.
 BL0568
 BL0568;                    North         East    Units  Estimated Accuracy
 BL0568;SPC TX C     - 3,127,900.    1,231,980.      MT  (+/- 180 meters Scaled)
 BL0568
 BL0568                          SUPERSEDED SURVEY CONTROL
 BL0568
 BL0568  NGVD 29 (??/??/92)  109.982  (m)          360.83   (f) ADJ UNCH    2 0
 BL0568
 BL0568.Superseded values are not recommended for survey control.
 BL0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0568.See file dsdata.txt to determine how the superseded data were derived.
 BL0568
 BL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP297977(NAD 83)
 BL0568_MARKER: DB = BENCH MARK DISK
 BL0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0568_STAMPING: P 502 1949
 BL0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0568+STABILITY: SURFACE MOTION
 BL0568
 BL0568  HISTORY     - Date     Condition        Report By
 BL0568  HISTORY     - 1949     MONUMENTED       CGS
 BL0568  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0568
 BL0568                          STATION DESCRIPTION
 BL0568
 BL0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0568'9.3 MI E FROM LIVINGSTON.
 BL0568'8.0 MILES EAST ALONG U. S. HIGHWAY NO. 190 FROM THE POST OFFICE AT
 BL0568'LIVINGSTON, THENCE 1.3 MILES EAST ALONG THE OLD HIGHWAY.  ON THE
 BL0568'OUTSIDE OF A CURVE WITH TANGENTS LEADING SOUTHWEST AND NORTH, 40.0
 BL0568'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 28.0 FEET WEST OF THE
 BL0568'CENTER LINE OF A WOODS ROAD LEADING SOUTH INTO THE WOODS, 12.5 FEET
 BL0568'SOUTH OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE
 BL0568'OF THE TREE, AT THE SUMMIT OF A HILL SLOPING DOWN TO THE SOUTHWEST,
 BL0568'1.7 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL0568'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE OLD HIGHWAY
 BL0568'MENTIONED ABOVE WAS OLD STATE HIGHWAY NO. 45.
 BL0568
 BL0568                          STATION RECOVERY (1997)
 BL0568
 BL0568'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0063 ***********************************************************************
 BL0063  DESIGNATION -  P 503
 BL0063  PID         -  BL0063
 BL0063  STATE/COUNTY-  TX/TYLER
 BL0063  USGS QUAD   -  COLMESNEIL (1984)
 BL0063
 BL0063                         *CURRENT SURVEY CONTROL
 BL0063  ___________________________________________________________________
 BL0063* NAD 83(1986)-  30 55 23.     (N)    094 26 47.     (W)     SCALED    
 BL0063* NAVD 88     -        82.20   (+/-2cm)     269.7    (feet)  VERTCON   
 BL0063  ___________________________________________________________________
 BL0063  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BL0063
 BL0063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0063
 BL0063.The horizontal coordinates were scaled from a topographic map and have
 BL0063.an estimated accuracy of +/- 6 seconds.
 BL0063
 BL0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0063.The vertical order pertains to the NGVD 29 superseded value.
 BL0063
 BL0063.The geoid height was determined by GEOID03.
 BL0063
 BL0063;                    North         East    Units  Estimated Accuracy
 BL0063;SPC TX C     - 3,154,160.    1,262,350.      MT  (+/- 180 meters Scaled)
 BL0063
 BL0063                          SUPERSEDED SURVEY CONTROL
 BL0063
 BL0063  NGVD 29 (??/??/92)   82.203  (m)          269.69   (f) ADJ UNCH    2 0
 BL0063
 BL0063.Superseded values are not recommended for survey control.
 BL0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0063.See file dsdata.txt to determine how the superseded data were derived.
 BL0063
 BL0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ618219(NAD 83)
 BL0063_MARKER: DB = BENCH MARK DISK
 BL0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0063_STAMPING: P 503 1949
 BL0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0063+STABILITY: SURFACE MOTION
 BL0063
 BL0063  HISTORY     - Date     Condition        Report By
 BL0063  HISTORY     - 1949     MONUMENTED       CGS
 BL0063
 BL0063                          STATION DESCRIPTION
 BL0063
 BL0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0063'1.8 MI NW FROM COLMESNEIL.
 BL0063'0.6 MILE WEST ALONG FARM ROAD NO. 256 FROM THE JUNCTION OF NO. 256 AND
 BL0063'U.S. HIGHWAY NO. 69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG A DIRT
 BL0063'ROAD, THENCE 1.2 MILES NORTHWEST ALONG A DIRT ROAD, AT A Y-JUNCTION OF
 BL0063'DIRT ROADS, 54.0 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 BL0063'NORTH, 27.0 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 19.0
 BL0063'FEET SOUTH OF A 30-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHWEST
 BL0063'SIDE OF THE TREE, 19.0 FEET WEST OF A 24-INCH PINE WITH A TRIANGULAR
 BL0063'BLAZE ON THE NORTHWEST SIDE OF THE TREE, 1.5 FEET SOUTHWEST OF A
 BL0063'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0063'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0064 ***********************************************************************
 BL0064  DESIGNATION -  P 503 RESET 1963
 BL0064  PID         -  BL0064
 BL0064  STATE/COUNTY-  TX/TYLER
 BL0064  USGS QUAD   -  COLMESNEIL (1984)
 BL0064
 BL0064                         *CURRENT SURVEY CONTROL
 BL0064  ___________________________________________________________________
 BL0064* NAD 83(1986)-  30 55 24.     (N)    094 26 46.     (W)     SCALED    
 BL0064* NAVD 88     -        82.92   (+/-2cm)     272.0    (feet)  VERTCON   
 BL0064  ___________________________________________________________________
 BL0064  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BL0064
 BL0064  VERT ORDER  -  THIRD (See Below)
 BL0064
 BL0064.The horizontal coordinates were scaled from a topographic map and have
 BL0064.an estimated accuracy of +/- 6 seconds.
 BL0064
 BL0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0064.The vertical order pertains to the NGVD 29 superseded value.
 BL0064
 BL0064.The geoid height was determined by GEOID03.
 BL0064
 BL0064;                    North         East    Units  Estimated Accuracy
 BL0064;SPC TX C     - 3,154,190.    1,262,380.      MT  (+/- 180 meters Scaled)
 BL0064
 BL0064                          SUPERSEDED SURVEY CONTROL
 BL0064
 BL0064  NGVD 29 (01/29/03)   82.92   (m)          272.0    (f) RESET       3  
 BL0064
 BL0064.Superseded values are not recommended for survey control.
 BL0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0064.See file dsdata.txt to determine how the superseded data were derived.
 BL0064
 BL0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ618220(NAD 83)
 BL0064_MARKER: DB = BENCH MARK DISK
 BL0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0064_STAMPING: P 503 RESET 1963
 BL0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0064+STABILITY: SURFACE MOTION
 BL0064
 BL0064  HISTORY     - Date     Condition        Report By
 BL0064  HISTORY     - 1963     MONUMENTED       CGS
 BL0064
 BL0064                          STATION DESCRIPTION
 BL0064
 BL0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BL0064'2.2 MI WNW FROM COLMESNEIL.
 BL0064'ABOUT 0.6 MILE WEST ALONG FARM ROAD 256 FROM THE JUNCTION OF U.S.
 BL0064'HIGHWAY 69 AND FARM ROAD 256 AT COLMESNEIL, THENCE 0.35 MILE WEST ON
 BL0064'FARM-TO-MARKET ROAD 2803 TO A ROAD FORK, THENCE 1.2 MILES NORTHWEST
 BL0064'ALONG FARM-TO-MARKET ROAD 2803 TO BENCH MARK, 102 FEET EAST OF THE
 BL0064'CENTER LINE OF ROAD ABOUT 100 YARDS SOUTH OF A CULVERT 143 FEET NORTH
 BL0064'OF A POWERLINE POLE, 4 FEET SOUTH OF A T-FENCE CORNER, AND 1 FOOT
 BL0064'NORTH OF A METAL WITNESS POST.  A STANDARD DISK STAMPED P 503 RESET
 BL0064'1963, IS SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 8
 BL0064'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0607 ***********************************************************************
 BY0607  DESIGNATION -  P 504
 BY0607  PID         -  BY0607
 BY0607  STATE/COUNTY-  TX/TYLER
 BY0607  USGS QUAD   -  ROCKLAND (1984)
 BY0607
 BY0607                         *CURRENT SURVEY CONTROL
 BY0607  ___________________________________________________________________
 BY0607* NAD 83(1986)-  31 01 33.     (N)    094 23 59.     (W)     SCALED    
 BY0607* NAVD 88     -        38.33   (+/-2cm)     125.8    (feet)  VERTCON   
 BY0607  ___________________________________________________________________
 BY0607  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BY0607
 BY0607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0607
 BY0607.The horizontal coordinates were scaled from a topographic map and have
 BY0607.an estimated accuracy of +/- 6 seconds.
 BY0607
 BY0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0607.The vertical order pertains to the NGVD 29 superseded value.
 BY0607
 BY0607.The geoid height was determined by GEOID03.
 BY0607
 BY0607;                    North         East    Units  Estimated Accuracy
 BY0607;SPC TX C     - 3,165,770.    1,266,200.      MT  (+/- 180 meters Scaled)
 BY0607
 BY0607                          SUPERSEDED SURVEY CONTROL
 BY0607
 BY0607  NGVD 29 (??/??/92)   38.348  (m)          125.81   (f) ADJ UNCH    2 0
 BY0607
 BY0607.Superseded values are not recommended for survey control.
 BY0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0607.See file dsdata.txt to determine how the superseded data were derived.
 BY0607
 BY0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ664333(NAD 83)
 BY0607_MARKER: DB = BENCH MARK DISK
 BY0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0607_SP_SET: BRIDGE
 BY0607_STAMPING: P 504 1949
 BY0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0607
 BY0607  HISTORY     - Date     Condition        Report By
 BY0607  HISTORY     - 1949     MONUMENTED       TXGS
 BY0607
 BY0607                          STATION DESCRIPTION
 BY0607
 BY0607'DESCRIBED BY TEXAS GEODETIC SURVEY 1949
 BY0607'1.8 MI NW FROM ROCKLAND.
 BY0607'1.1 MILES WEST ALONG FARM ROAD 1014 FROM THE TEXAS AND NEW ORLEANS
 BY0607'RAILROAD STATION AT ROCKLAND, THENCE 0.7 MILE NORTHWEST ALONG U.S.
 BY0607'HIGHWAY 69, 12 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2
 BY0607'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 BY0607'CORNER OF THE CONCRETE PIER AT THE NORTHWEST END OF THE STEEL BRIDGE
 BY0607'OVER THE NECHES RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0940 ***********************************************************************
 BY0940  DESIGNATION -  P 505
 BY0940  PID         -  BY0940
 BY0940  STATE/COUNTY-  TX/TYLER
 BY0940  USGS QUAD   -  WOLF HILL (1980)
 BY0940
 BY0940                         *CURRENT SURVEY CONTROL
 BY0940  ___________________________________________________________________
 BY0940* NAD 83(1986)-  31 01 29.     (N)    094 33 05.     (W)     SCALED    
 BY0940* NAVD 88     -        66.17   (+/-2cm)     217.1    (feet)  VERTCON   
 BY0940  ___________________________________________________________________
 BY0940  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BY0940
 BY0940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0940
 BY0940.The horizontal coordinates were scaled from a topographic map and have
 BY0940.an estimated accuracy of +/- 6 seconds.
 BY0940
 BY0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0940.The vertical order pertains to the NGVD 29 superseded value.
 BY0940
 BY0940.The geoid height was determined by GEOID03.
 BY0940
 BY0940;                    North         East    Units  Estimated Accuracy
 BY0940;SPC TX C     - 3,164,890.    1,251,740.      MT  (+/- 180 meters Scaled)
 BY0940
 BY0940                          SUPERSEDED SURVEY CONTROL
 BY0940
 BY0940  NGVD 29 (??/??/92)   66.187  (m)          217.15   (f) ADJ UNCH    2 0
 BY0940
 BY0940.Superseded values are not recommended for survey control.
 BY0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0940.See file dsdata.txt to determine how the superseded data were derived.
 BY0940
 BY0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ519333(NAD 83)
 BY0940_MARKER: DB = BENCH MARK DISK
 BY0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0940_STAMPING: P 505 1949
 BY0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0940+STABILITY: SURFACE MOTION
 BY0940
 BY0940  HISTORY     - Date     Condition        Report By
 BY0940  HISTORY     - 1949     MONUMENTED       CGS
 BY0940
 BY0940                          STATION DESCRIPTION
 BY0940
 BY0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0940'9.20 MI NE FROM CHESTER.
 BY0940'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BY0940'THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 5.05 MILES
 BY0940'NORTHEAST ALONG A DIRT ROAD, AT A Y-JUNCTION OF DIRT ROADS, 0.15 MILE
 BY0940'EAST OF AN ABANDONED FARMHOUSE, 101.0 FEET NORTH OF THE CENTER LINE OF
 BY0940'THE EAST-WEST ROAD, 11.0 FEET WEST OF THE CENTER LINE OF THE ROAD
 BY0940'LEADING NORTH, ABOUT 0.1 MILE SOUTH OF A GATE, 3.3 FEET SOUTHEAST OF A
 BY0940'CORNER FENCE POST, 2.3 FEET SOUTH OF A FENCE, 1.3 FEET NORTHEAST OF A
 BY0940'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BY0940'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0593 ***********************************************************************
 BL0593  DESIGNATION -  P 506
 BL0593  PID         -  BL0593
 BL0593  STATE/COUNTY-  TX/POLK
 BL0593  USGS QUAD   -  HORTENSE (1984)
 BL0593
 BL0593                         *CURRENT SURVEY CONTROL
 BL0593  ___________________________________________________________________
 BL0593* NAD 83(1986)-  30 46 53.     (N)    094 39 03.     (W)     SCALED    
 BL0593* NAVD 88     -       114.57   (+/-2cm)     375.9    (feet)  VERTCON   
 BL0593  ___________________________________________________________________
 BL0593  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0593
 BL0593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0593
 BL0593.The horizontal coordinates were scaled from a topographic map and have
 BL0593.an estimated accuracy of +/- 6 seconds.
 BL0593
 BL0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0593.The vertical order pertains to the NGVD 29 superseded value.
 BL0593
 BL0593.The geoid height was determined by GEOID03.
 BL0593
 BL0593;                    North         East    Units  Estimated Accuracy
 BL0593;SPC TX C     - 3,137,460.    1,243,640.      MT  (+/- 180 meters Scaled)
 BL0593
 BL0593                          SUPERSEDED SURVEY CONTROL
 BL0593
 BL0593  NGVD 29 (??/??/92)  114.570  (m)          375.89   (f) ADJ UNCH    2 0
 BL0593
 BL0593.Superseded values are not recommended for survey control.
 BL0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0593.See file dsdata.txt to determine how the superseded data were derived.
 BL0593
 BL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ420065(NAD 83)
 BL0593_MARKER: DB = BENCH MARK DISK
 BL0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0593_STAMPING: P 506 1949
 BL0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0593+STABILITY: SURFACE MOTION
 BL0593
 BL0593  HISTORY     - Date     Condition        Report By
 BL0593  HISTORY     - 1949     MONUMENTED       CGS
 BL0593
 BL0593                          STATION DESCRIPTION
 BL0593
 BL0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0593'15.75 MI SW FROM CHESTER.
 BL0593'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0593'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.9
 BL0593'MILE EAST ALONG A DIRT ROAD, THENCE 3.7 MILES SOUTH ALONG A WOODS
 BL0593'ROAD, THENCE 0.7 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 0.9 MILE
 BL0593'SOUTH ALONG THE CARTER LUMBER TRAM, AT THE CROSSING OF THE TRACK AND
 BL0593'AN OLD ROAD, 29.5 FEET EAST OF THE EAST RAIL OF THE TRACK, 17.0 FEET
 BL0593'NORTHWEST OF THE CENTER LINE OF THE ROAD, 6.5 FEET SOUTHWEST OF A
 BL0593'14-INCH OAK WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.4
 BL0593'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0593'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0741 ***********************************************************************
 BL0741  DESIGNATION -  P 507
 BL0741  PID         -  BL0741
 BL0741  STATE/COUNTY-  TX/POLK
 BL0741  USGS QUAD   -  HORTENSE (1984)
 BL0741
 BL0741                         *CURRENT SURVEY CONTROL
 BL0741  ___________________________________________________________________
 BL0741* NAD 83(1986)-  30 50 36.     (N)    094 41 28.     (W)     SCALED    
 BL0741* NAVD 88     -       104.63   (+/-2cm)     343.3    (feet)  VERTCON   
 BL0741  ___________________________________________________________________
 BL0741  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0741
 BL0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0741
 BL0741.The horizontal coordinates were scaled from a topographic map and have
 BL0741.an estimated accuracy of +/- 6 seconds.
 BL0741
 BL0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0741.The vertical order pertains to the NGVD 29 superseded value.
 BL0741
 BL0741.The geoid height was determined by GEOID03.
 BL0741
 BL0741;                    North         East    Units  Estimated Accuracy
 BL0741;SPC TX C     - 3,144,120.    1,239,440.      MT  (+/- 180 meters Scaled)
 BL0741
 BL0741                          SUPERSEDED SURVEY CONTROL
 BL0741
 BL0741  NGVD 29 (??/??/92)  104.635  (m)          343.29   (f) ADJ UNCH    2 0
 BL0741
 BL0741.Superseded values are not recommended for survey control.
 BL0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0741.See file dsdata.txt to determine how the superseded data were derived.
 BL0741
 BL0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ382134(NAD 83)
 BL0741_MARKER: DB = BENCH MARK DISK
 BL0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0741_STAMPING: P 507 1949
 BL0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0741+STABILITY: SURFACE MOTION
 BL0741
 BL0741  HISTORY     - Date     Condition        Report By
 BL0741  HISTORY     - 1949     MONUMENTED       CGS
 BL0741
 BL0741                          STATION DESCRIPTION
 BL0741
 BL0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0741'7.4 MI SE FROM CAMDEN.
 BL0741'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0741'EXPRESS CO. OFFICE AT CAMDEN, THENCE 3.7 MILES SOUTH ALONG A DIRT
 BL0741'ROAD, THENCE 1.0 MILE NORTHEAST ALONG AN ABANDONED ROAD, 0.9 MILE
 BL0741'SOUTHWEST OF A JUNCTION OF DIRT ROADS AT AN OLD FARMHOUSE SITE, 39.5
 BL0741'FEET EAST OF AN 18-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTHEAST
 BL0741'SIDE OF THE TREE, 13.4 FEET WEST OF AN 8-INCH PINE WITH A TRIANGULAR
 BL0741'BLAZE ON THE NORTHWEST SIDE OF THE TREE, 17.0 FEET SOUTHEAST OF THE
 BL0741'CENTER LINE OF THE ROAD, 7.0 FEET NORTHEAST OF A 12-INCH PINE WITH A
 BL0741'TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE TREE, 1.5 FEET SOUTHWEST
 BL0741'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BL0741'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0358 ***********************************************************************
 BY0358  DESIGNATION -  P 508
 BY0358  PID         -  BY0358
 BY0358  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0358  USGS QUAD   -  NORWOOD (1984)
 BY0358
 BY0358                         *CURRENT SURVEY CONTROL
 BY0358  ___________________________________________________________________
 BY0358* NAD 83(1986)-  31 24 52.     (N)    094 13 16.     (W)     SCALED    
 BY0358* NAVD 88     -       102.10   (+/-2cm)     335.0    (feet)  VERTCON   
 BY0358  ___________________________________________________________________
 BY0358  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0358
 BY0358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0358
 BY0358.The horizontal coordinates were scaled from a topographic map and have
 BY0358.an estimated accuracy of +/- 6 seconds.
 BY0358
 BY0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0358.The vertical order pertains to the NGVD 29 superseded value.
 BY0358
 BY0358.The geoid height was determined by GEOID03.
 BY0358
 BY0358;                    North         East    Units  Estimated Accuracy
 BY0358;SPC TX C     - 3,209,710.    1,280,860.      MT  (+/- 180 meters Scaled)
 BY0358
 BY0358                          SUPERSEDED SURVEY CONTROL
 BY0358
 BY0358  NGVD 29 (??/??/92)  102.125  (m)          335.06   (f) ADJ UNCH    2 0
 BY0358
 BY0358.Superseded values are not recommended for survey control.
 BY0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0358.See file dsdata.txt to determine how the superseded data were derived.
 BY0358
 BY0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ839761(NAD 83)
 BY0358_MARKER: DB = BENCH MARK DISK
 BY0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0358_STAMPING: P 508 1949
 BY0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0358+STABILITY: SURFACE MOTION
 BY0358
 BY0358  HISTORY     - Date     Condition        Report By
 BY0358  HISTORY     - 1949     MONUMENTED       CGS
 BY0358
 BY0358                          STATION DESCRIPTION
 BY0358
 BY0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0358'9.4 MI NE FROM BROADDUS.
 BY0358'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0358'BROADDUS, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BY0358'0.7 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTHWEST
 BY0358'ALONG A DIRT ROAD, 64.0 FEET SOUTHEAST OF A 22-INCH OAK WITH A
 BY0358'TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF THE TREE, 39.0 FEET
 BY0358'NORTHEAST OF THE CENTER LINE OF THE ROAD, 18.0 FEET NORTHWEST OF THE
 BY0358'CENTER LINE OF A WOODS ROAD LEADING NORTHEAST, 1.2 FEET SOUTHWEST OF A
 BY0358'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 BY0358'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0476 ***********************************************************************
 BY0476  DESIGNATION -  P 509
 BY0476  PID         -  BY0476
 BY0476  STATE/COUNTY-  TX/NACOGDOCHES
 BY0476  USGS QUAD   -  BROADDUS (1984)
 BY0476
 BY0476                         *CURRENT SURVEY CONTROL
 BY0476  ___________________________________________________________________
 BY0476* NAD 83(1986)-  31 18 56.     (N)    094 21 39.     (W)     SCALED    
 BY0476* NAVD 88     -        81.48   (+/-2cm)     267.3    (feet)  VERTCON   
 BY0476  ___________________________________________________________________
 BY0476  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0476
 BY0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0476
 BY0476.The horizontal coordinates were scaled from a topographic map and have
 BY0476.an estimated accuracy of +/- 6 seconds.
 BY0476
 BY0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0476.The vertical order pertains to the NGVD 29 superseded value.
 BY0476
 BY0476.The geoid height was determined by GEOID03.
 BY0476
 BY0476;                    North         East    Units  Estimated Accuracy
 BY0476;SPC TX C     - 3,198,050.    1,268,180.      MT  (+/- 180 meters Scaled)
 BY0476
 BY0476                          SUPERSEDED SURVEY CONTROL
 BY0476
 BY0476  NGVD 29 (??/??/92)   81.514  (m)          267.43   (f) ADJ UNCH    2 0
 BY0476
 BY0476.Superseded values are not recommended for survey control.
 BY0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0476.See file dsdata.txt to determine how the superseded data were derived.
 BY0476
 BY0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ705653(NAD 83)
 BY0476_MARKER: DB = BENCH MARK DISK
 BY0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0476_STAMPING: P 509 1949
 BY0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0476+STABILITY: SURFACE MOTION
 BY0476
 BY0476  HISTORY     - Date     Condition        Report By
 BY0476  HISTORY     - 1949     MONUMENTED       CGS
 BY0476
 BY0476                          STATION DESCRIPTION
 BY0476
 BY0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0476'7.45 MI SE FROM ETOILE.
 BY0476'7.45 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0476'ETOILE, AT AN OLD SCHOOLHOUSE, 0.15 MILE SOUTHEAST OF A CEMETERY, 109
 BY0476'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 27 FEET NORTHEAST OF
 BY0476'THE EAST CORNER OF THE SCHOOLHOUSE, 12 FEET NORTHEAST OF A 16 INCH
 BY0476'TRIANGULAR BLAZED OAK TREE, 1.6 FEET SOUTHEAST OF A WITNESS POST, SET
 BY0476'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 BY0476'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0170 ***********************************************************************
 AM0170  DESIGNATION -  P 51
 AM0170  PID         -  AM0170
 AM0170  STATE/COUNTY-  TX/MATAGORDA
 AM0170  USGS QUAD   -  WADSWORTH (1972)
 AM0170
 AM0170                         *CURRENT SURVEY CONTROL
 AM0170  ___________________________________________________________________
 AM0170* NAD 83(1986)-  28 52 04.     (N)    095 56 31.     (W)     SCALED    
 AM0170* NAVD 88     -        10.42   (+/-2cm)      34.2    (feet)  VERTCON   
 AM0170  ___________________________________________________________________
 AM0170  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AM0170
 AM0170  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0170
 AM0170.The horizontal coordinates were scaled from a topographic map and have
 AM0170.an estimated accuracy of +/- 6 seconds.
 AM0170
 AM0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0170.The vertical order pertains to the NGVD 29 superseded value.
 AM0170
 AM0170.The geoid height was determined by GEOID03.
 AM0170
 AM0170;                    North         East    Units  Estimated Accuracy
 AM0170;SPC TXSC     - 4,118,550.      898,290.      MT  (+/- 180 meters Scaled)
 AM0170
 AM0170                          SUPERSEDED SURVEY CONTROL
 AM0170
 AM0170  NGVD 29 (??/??/92)   10.460  (m)           34.32   (f) ADJ UNCH    1 2
 AM0170
 AM0170.Superseded values are not recommended for survey control.
 AM0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0170.See file dsdata.txt to determine how the superseded data were derived.
 AM0170
 AM0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM130968(NAD 83)
 AM0170_MARKER: DB = BENCH MARK DISK
 AM0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0170_SP_SET: BRIDGE
 AM0170_STAMPING: P 51 1918 ELEV 34.350
 AM0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0170
 AM0170  HISTORY     - Date     Condition        Report By
 AM0170  HISTORY     - 1918     MONUMENTED       CGS
 AM0170  HISTORY     - 1951     GOOD             NGS
 AM0170  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0170  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0170
 AM0170                          STATION DESCRIPTION
 AM0170
 AM0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0170'2.4 MI N FROM WADSWORTH.
 AM0170'2.4 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0170'THE STATION AT WADSWORTH, AT A SHELL ROAD CROSSING, 0.25 MILE SOUTH OF
 AM0170'MILEPOST 77, 230 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING,
 AM0170'240 FEET SOUTH OF A WOODEN BRIDGE OVER AN IRRIGATION CANAL, 99.2 FEET
 AM0170'EAST OF THE EAST RAIL, 52 FEET EAST OF A FENCE, SET IN THE TOP OF THE
 AM0170'NORTH END OF THE WEST CONCRETE HEADWALL OF AN ABANDONED BRIDGE OVER AN
 AM0170'IRRIGATION CANAL.
 AM0170
 AM0170                          STATION RECOVERY (1978)
 AM0170
 AM0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0170'PART OF A CONCRETE HEADWALL WAS FOUND 2 FT UNDER GROUND THE MARK
 AM0170'WAS NOT RECOVERED ON THIS DATE.
 AM0170
 AM0170                          STATION RECOVERY (1998)
 AM0170
 AM0170'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0168 ***********************************************************************
 GL0168  DESIGNATION -  P 511
 GL0168  PID         -  GL0168
 GL0168  STATE/COUNTY-  TX/MOORE
 GL0168  USGS QUAD   -  CACTUS WEST (1965)
 GL0168
 GL0168                         *CURRENT SURVEY CONTROL
 GL0168  ___________________________________________________________________
 GL0168* NAD 83(1986)-  36 00 39.     (N)    102 07 23.     (W)     SCALED    
 GL0168* NAVD 88     -      1140.738  (meters)    3742.57   (feet)  ADJUSTED  
 GL0168  ___________________________________________________________________
 GL0168  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 GL0168  DYNAMIC HT  -        1139.426 (meters)    3738.27  (feet)  COMP
 GL0168  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 GL0168
 GL0168  VERT ORDER  -  SECOND    CLASS 0
 GL0168
 GL0168.The horizontal coordinates were scaled from a topographic map and have
 GL0168.an estimated accuracy of +/- 6 seconds.
 GL0168
 GL0168.The orthometric height was determined by differential leveling
 GL0168.and adjusted by the National Geodetic Survey in June 1991..
 GL0168
 GL0168.The geoid height was determined by GEOID03.
 GL0168
 GL0168.The dynamic height is computed by dividing the NAVD 88
 GL0168.geopotential number by the normal gravity value computed on the
 GL0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0168.degrees latitude (g = 980.6199 gals.).
 GL0168
 GL0168.The modeled gravity was interpolated from observed gravity values.
 GL0168
 GL0168;                    North         East    Units  Estimated Accuracy
 GL0168;SPC TX N     - 1,223,260.      143,830.      MT  (+/- 180 meters Scaled)
 GL0168
 GL0168                          SUPERSEDED SURVEY CONTROL
 GL0168
 GL0168  NGVD 29 (??/??/92) 1140.197  (m)         3740.80   (f) ADJ UNCH    2 0
 GL0168
 GL0168.Superseded values are not recommended for survey control.
 GL0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0168.See file dsdata.txt to determine how the superseded data were derived.
 GL0168
 GL0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV592889(NAD 83)
 GL0168_MARKER: DB = BENCH MARK DISK
 GL0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0168_STAMPING: P 511 1935
 GL0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0168+STABILITY: SURFACE MOTION
 GL0168
 GL0168  HISTORY     - Date     Condition        Report By
 GL0168  HISTORY     - 1935     MONUMENTED       CGS
 GL0168  HISTORY     - 1945     MARK NOT FOUND   LOCENG
 GL0168
 GL0168                          STATION DESCRIPTION
 GL0168
 GL0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0168'18.3 MI NW FROM DUMAS.
 GL0168'18.3 MILES NORTHWEST OF COURTHOUSE BY ROAD.  TO REACH FROM DUMAS
 GL0168'COURTHOUSE GO 0.4 MILE NORTH, THENCE 7.2 MILES WEST THENCE, 10.0 MILES
 GL0168'NORTH, THENCE 0.7 MILE WEST, ALONG GRADED ROADS.  0.9 MILE SOUTH OF
 GL0168'R.I. RAILROAD CROSSING, ABOUT 550 FEET NORTHWEST OF WHITE HOUSE
 GL0168'SURROUNDED BY WHITE FENCE.  58.8 FEET SOUTHWEST OF CENTERLINE OF ROAD,
 GL0168'36.4 FEET SOUTH OF CENTERLINE OF TRAIL, 18.5 FEET WEST OF SECTION
 GL0168'CORNER STONE, AND 1.3 FEET EAST OF FENCE.
 GL0168
 GL0168                          STATION RECOVERY (1945)
 GL0168
 GL0168'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 GL0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0150 ***********************************************************************
 GL0150  DESIGNATION -  P 512
 GL0150  PID         -  GL0150
 GL0150  STATE/COUNTY-  TX/DALLAM
 GL0150  USGS QUAD   -  EXUM (1965)
 GL0150
 GL0150                         *CURRENT SURVEY CONTROL
 GL0150  ___________________________________________________________________
 GL0150* NAD 83(1986)-  36 06 08.     (N)    102 14 27.     (W)     SCALED    
 GL0150* NAVD 88     -      1166.455  (meters)    3826.94   (feet)  ADJUSTED  
 GL0150  ___________________________________________________________________
 GL0150  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 GL0150  DYNAMIC HT  -        1165.122 (meters)    3822.57  (feet)  COMP
 GL0150  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 GL0150
 GL0150  VERT ORDER  -  SECOND    CLASS 0
 GL0150
 GL0150.The horizontal coordinates were scaled from a topographic map and have
 GL0150.an estimated accuracy of +/- 6 seconds.
 GL0150
 GL0150.The orthometric height was determined by differential leveling
 GL0150.and adjusted by the National Geodetic Survey in June 1991..
 GL0150
 GL0150.The geoid height was determined by GEOID03.
 GL0150
 GL0150.The dynamic height is computed by dividing the NAVD 88
 GL0150.geopotential number by the normal gravity value computed on the
 GL0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0150.degrees latitude (g = 980.6199 gals.).
 GL0150
 GL0150.The modeled gravity was interpolated from observed gravity values.
 GL0150
 GL0150;                    North         East    Units  Estimated Accuracy
 GL0150;SPC TX N     - 1,233,470.      133,290.      MT  (+/- 180 meters Scaled)
 GL0150
 GL0150                          SUPERSEDED SURVEY CONTROL
 GL0150
 GL0150.No superseded survey control is available for this station.
 GL0150
 GL0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV483988(NAD 83)
 GL0150_MARKER: DB = BENCH MARK DISK
 GL0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0150_STAMPING: P 512 1935
 GL0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0150+STABILITY: SURFACE MOTION
 GL0150
 GL0150  HISTORY     - Date     Condition        Report By
 GL0150  HISTORY     - 1935     MONUMENTED       CGS
 GL0150  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0150
 GL0150                          STATION DESCRIPTION
 GL0150
 GL0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0150'8.7 MI S FROM CONLEN.
 GL0150'TO REACH FROM CONLEN POST OFFICE GO 8.7 MILES SOUTH ALONG GRADED ROAD.
 GL0150'ABOUT 1/2 MILES SOUTH OF RANCH HOUSE, ON THE WEST EDGE OF WHEAT
 GL0150'FIELD.  30.7 FEET WEST OF CENTERLINE OF ROAD, AND 2.3 FEET WEST OF
 GL0150'FENCE.
 GL0150
 GL0150                          STATION RECOVERY (1965)
 GL0150
 GL0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0640 ***********************************************************************
 GK0640  DESIGNATION -  P 513
 GK0640  PID         -  GK0640
 GK0640  STATE/COUNTY-  TX/MOORE
 GK0640  USGS QUAD   -  CACTUS EAST (1963)
 GK0640
 GK0640                         *CURRENT SURVEY CONTROL
 GK0640  ___________________________________________________________________
 GK0640* NAD 83(1986)-  36 01 24.     (N)    101 57 19.     (W)     SCALED    
 GK0640* NAVD 88     -      1094.270  (meters)    3590.12   (feet)  ADJUSTED  
 GK0640  ___________________________________________________________________
 GK0640  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 GK0640  DYNAMIC HT  -        1093.023 (meters)    3586.03  (feet)  COMP
 GK0640  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 GK0640
 GK0640  VERT ORDER  -  SECOND    CLASS 0
 GK0640
 GK0640.The horizontal coordinates were scaled from a topographic map and have
 GK0640.an estimated accuracy of +/- 6 seconds.
 GK0640
 GK0640.The orthometric height was determined by differential leveling
 GK0640.and adjusted by the National Geodetic Survey in June 1991..
 GK0640
 GK0640.The geoid height was determined by GEOID03.
 GK0640
 GK0640.The dynamic height is computed by dividing the NAVD 88
 GK0640.geopotential number by the normal gravity value computed on the
 GK0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0640.degrees latitude (g = 980.6199 gals.).
 GK0640
 GK0640.The modeled gravity was interpolated from observed gravity values.
 GK0640
 GK0640;                    North         East    Units  Estimated Accuracy
 GK0640;SPC TX N     - 1,224,560.      158,960.      MT  (+/- 180 meters Scaled)
 GK0640
 GK0640                          SUPERSEDED SURVEY CONTROL
 GK0640
 GK0640  NGVD 29 (??/??/92) 1093.748  (m)         3588.40   (f) ADJ UNCH    2 0
 GK0640
 GK0640.Superseded values are not recommended for survey control.
 GK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0640.See file dsdata.txt to determine how the superseded data were derived.
 GK0640
 GK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE336905(NAD 83)
 GK0640_MARKER: DB = BENCH MARK DISK
 GK0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0640_STAMPING: P 513 1935
 GK0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0640+STABILITY: SURFACE MOTION
 GK0640
 GK0640  HISTORY     - Date     Condition        Report By
 GK0640  HISTORY     - 1935     MONUMENTED       CGS
 GK0640  HISTORY     - 1943     GOOD             NGS
 GK0640
 GK0640                          STATION DESCRIPTION
 GK0640
 GK0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0640'2.7 MI E FROM ETTER.
 GK0640'THIS MARK IS ABOUT 2.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0640'GULF RAILWAY FROM THE RAILROAD CROSSING AT ETTER, MOORE COUNTY, SET AT
 GK0640'THE WEST END OF THE BRYDEN SIDING, 46.0 FEET EAST OF THE CENTER LINE
 GK0640'OF A NORTH-SOUTH CROSS ROAD, 124.0 FEET WEST OF MILEPOST 27-10, 16.0
 GK0640'FEET NORTH OF A EAST-WEST FENCE, 36.0 FEET SOUTH OF THE SOUTH RAIL,
 GK0640'PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE
 GK0640'REFERECE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1514 ***********************************************************************
 FL1514  DESIGNATION -  P 516
 FL1514  PID         -  FL1514
 FL1514  STATE/COUNTY-  TX/MOORE
 FL1514  USGS QUAD   -  DUMAS NORTH (1965)
 FL1514
 FL1514                         *CURRENT SURVEY CONTROL
 FL1514  ___________________________________________________________________
 FL1514* NAD 83(1986)-  35 55 45.     (N)    101 59 02.     (W)     SCALED    
 FL1514* NAVD 88     -      1105.489  (meters)    3626.93   (feet)  ADJUSTED  
 FL1514  ___________________________________________________________________
 FL1514  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL1514  DYNAMIC HT  -        1104.214 (meters)    3622.74  (feet)  COMP
 FL1514  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 FL1514
 FL1514  VERT ORDER  -  SECOND    CLASS 0
 FL1514
 FL1514.The horizontal coordinates were scaled from a topographic map and have
 FL1514.an estimated accuracy of +/- 6 seconds.
 FL1514
 FL1514.The orthometric height was determined by differential leveling
 FL1514.and adjusted by the National Geodetic Survey in June 1991..
 FL1514
 FL1514.The geoid height was determined by GEOID03.
 FL1514
 FL1514.The dynamic height is computed by dividing the NAVD 88
 FL1514.geopotential number by the normal gravity value computed on the
 FL1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1514.degrees latitude (g = 980.6199 gals.).
 FL1514
 FL1514.The modeled gravity was interpolated from observed gravity values.
 FL1514
 FL1514;                    North         East    Units  Estimated Accuracy
 FL1514;SPC TX N     - 1,214,130.      156,330.      MT  (+/- 180 meters Scaled)
 FL1514
 FL1514                          SUPERSEDED SURVEY CONTROL
 FL1514
 FL1514  NGVD 29 (??/??/92) 1104.947  (m)         3625.15   (f) ADJ UNCH    2 0
 FL1514
 FL1514.Superseded values are not recommended for survey control.
 FL1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1514.See file dsdata.txt to determine how the superseded data were derived.
 FL1514
 FL1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE307802(NAD 83)
 FL1514_MARKER: DB = BENCH MARK DISK
 FL1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1514_STAMPING: P 516 1935
 FL1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1514+STABILITY: SURFACE MOTION
 FL1514
 FL1514  HISTORY     - Date     Condition        Report By
 FL1514  HISTORY     - 1935     MONUMENTED       CGS
 FL1514  HISTORY     - 1943     GOOD             NGS
 FL1514  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL1514
 FL1514                          STATION DESCRIPTION
 FL1514
 FL1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1514'4.7 MI N FROM DUMAS.
 FL1514'4.7 MILES NORTH ALONG THE SANTA FE RAILROAD FROM THE STATION AT DUMAS.
 FL1514'SET BY MILE POST NUMBER 57, IN THE NORTHEAST QUARTER OF A PRIVATE
 FL1514'ROAD CROSSING.  101 FEET WEST OF THE CENTER-LINE OF THE HIGHWAY, 85
 FL1514'FEET NORTH OF THE CENTERLINE OF THE PRIVATE ROAD, 46.3 FEET EAST OF
 FL1514'THE EAST RAIL OF THE MAIN TRACK, 2.0 FEET WEST OF THE REFERENCE POST.
 FL1514
 FL1514                          STATION RECOVERY (1962)
 FL1514
 FL1514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL1514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0351 ***********************************************************************
 GK0351  DESIGNATION -  P 518
 GK0351  PID         -  GK0351
 GK0351  STATE/COUNTY-  TX/HANSFORD
 GK0351  USGS QUAD   -  HOLT (1974)
 GK0351
 GK0351                         *CURRENT SURVEY CONTROL
 GK0351  ___________________________________________________________________
 GK0351* NAD 83(1986)-  36 02 19.     (N)    101 09 23.     (W)     SCALED    
 GK0351* NAVD 88     -       956.673  (meters)    3138.68   (feet)  ADJUSTED  
 GK0351  ___________________________________________________________________
 GK0351  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GK0351  DYNAMIC HT  -         955.624 (meters)    3135.24  (feet)  COMP
 GK0351  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 GK0351
 GK0351  VERT ORDER  -  SECOND    CLASS 0
 GK0351
 GK0351.The horizontal coordinates were scaled from a topographic map and have
 GK0351.an estimated accuracy of +/- 6 seconds.
 GK0351
 GK0351.The orthometric height was determined by differential leveling
 GK0351.and adjusted by the National Geodetic Survey in June 1991..
 GK0351
 GK0351.The geoid height was determined by GEOID03.
 GK0351
 GK0351.The dynamic height is computed by dividing the NAVD 88
 GK0351.geopotential number by the normal gravity value computed on the
 GK0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0351.degrees latitude (g = 980.6199 gals.).
 GK0351
 GK0351.The modeled gravity was interpolated from observed gravity values.
 GK0351
 GK0351;                    North         East    Units  Estimated Accuracy
 GK0351;SPC TX N     - 1,226,220.      230,970.      MT  (+/- 180 meters Scaled)
 GK0351
 GK0351                          SUPERSEDED SURVEY CONTROL
 GK0351
 GK0351  NGVD 29 (??/??/92)  956.232  (m)         3137.24   (f) ADJ UNCH    2 0
 GK0351
 GK0351.Superseded values are not recommended for survey control.
 GK0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0351.See file dsdata.txt to determine how the superseded data were derived.
 GK0351
 GK0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE057903(NAD 83)
 GK0351_MARKER: DB = BENCH MARK DISK
 GK0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0351_STAMPING: P 518 1935
 GK0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0351+STABILITY: SURFACE MOTION
 GK0351
 GK0351  HISTORY     - Date     Condition        Report By
 GK0351  HISTORY     - 1935     MONUMENTED       CGS
 GK0351  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0351
 GK0351                          STATION DESCRIPTION
 GK0351
 GK0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0351'13.5 MI SE FROM SPEARMAN.
 GK0351'IN HUTCHINSON COUNTY, 13.5 MILES SOUTHEAST OF SPEARMAN, HANSFORD
 GK0351'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY
 GK0351'GOING 5 BLOCKS WEST ALONG STATE HIGHWAY 282, THENCE 11.2 MILES SOUTH
 GK0351'AND 2.0 MILES EAST ALONG GRADED ROADS.  0.2 MILE SOUTH OF A LARGE
 GK0351'YELLOW RANCH HOUSE, 100 FEET EAST OF THE LAND LEADING TO THE RANCH
 GK0351'HOUSE, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND AT THE
 GK0351'INTERSECTION OF FENCES.  A STANDARD DISK, STAMPED P 518 1935 AND SET
 GK0351'IN THE TOP OF A CONCRETE POST.
 GK0351
 GK0351                          STATION RECOVERY (1973)
 GK0351
 GK0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0399 ***********************************************************************
 GK0399  DESIGNATION -  P 519
 GK0399  PID         -  GK0399
 GK0399  STATE/COUNTY-  TX/HANSFORD
 GK0399  USGS QUAD   -  SPEARMAN (1974)
 GK0399
 GK0399                         *CURRENT SURVEY CONTROL
 GK0399  ___________________________________________________________________
 GK0399* NAD 83(1986)-  36 10 46.     (N)    101 12 41.     (W)     SCALED    
 GK0399* NAVD 88     -       947.377  (meters)    3108.19   (feet)  ADJUSTED  
 GK0399  ___________________________________________________________________
 GK0399  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 GK0399  DYNAMIC HT  -         946.354 (meters)    3104.83  (feet)  COMP
 GK0399  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 GK0399
 GK0399  VERT ORDER  -  SECOND    CLASS 0
 GK0399
 GK0399.The horizontal coordinates were scaled from a topographic map and have
 GK0399.an estimated accuracy of +/- 6 seconds.
 GK0399
 GK0399.The orthometric height was determined by differential leveling
 GK0399.and adjusted by the National Geodetic Survey in June 1991..
 GK0399
 GK0399.The geoid height was determined by GEOID03.
 GK0399
 GK0399.The dynamic height is computed by dividing the NAVD 88
 GK0399.geopotential number by the normal gravity value computed on the
 GK0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0399.degrees latitude (g = 980.6199 gals.).
 GK0399
 GK0399.The modeled gravity was interpolated from observed gravity values.
 GK0399
 GK0399;                    North         East    Units  Estimated Accuracy
 GK0399;SPC TX N     - 1,241,830.      225,960.      MT  (+/- 180 meters Scaled)
 GK0399
 GK0399                          SUPERSEDED SURVEY CONTROL
 GK0399
 GK0399  NGVD 29 (??/??/92)  946.941  (m)         3106.76   (f) ADJ UNCH    2 0
 GK0399
 GK0399.Superseded values are not recommended for survey control.
 GK0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0399.See file dsdata.txt to determine how the superseded data were derived.
 GK0399
 GK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF011061(NAD 83)
 GK0399_MARKER: DB = BENCH MARK DISK
 GK0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0399_STAMPING: P 519 1935
 GK0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0399+STABILITY: SURFACE MOTION
 GK0399
 GK0399  HISTORY     - Date     Condition        Report By
 GK0399  HISTORY     - 1935     MONUMENTED       CGS
 GK0399  HISTORY     - 1962     GOOD             USGS
 GK0399
 GK0399                          STATION DESCRIPTION
 GK0399
 GK0399'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GK0399'1.1 MI SW FROM SPEARMAN.
 GK0399'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 117 FROM THE COUNTY COURTHOUSE
 GK0399'AT SPEARMAN, AT AN INTERSECTION OF FENCES, 49.3 FEET NORTH OF THE
 GK0399'CENTERLINE OF THE HIGHWAY, AND 9.8 FEET NORTHWEST OF THE CORNER
 GK0399'FENCEPOST.  A STANDARD DISK, STAMPED P 519 1935 AND SET IN THE TOP OF
 GK0399'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0819 ***********************************************************************
 AY0819  DESIGNATION -  P 524
 AY0819  PID         -  AY0819
 AY0819  STATE/COUNTY-  TX/BEXAR
 AY0819  USGS QUAD   -  MACDONA (1991)
 AY0819
 AY0819                         *CURRENT SURVEY CONTROL
 AY0819  ___________________________________________________________________
 AY0819* NAD 83(1986)-  29 18 13.     (N)    098 37 47.     (W)     SCALED    
 AY0819* NAVD 88     -       178.099  (meters)     584.31   (feet)  ADJUSTED  
 AY0819  ___________________________________________________________________
 AY0819  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AY0819  DYNAMIC HT  -         177.842 (meters)     583.47  (feet)  COMP
 AY0819  MODELED GRAV-     979,197.5   (mgal)                       NAVD 88
 AY0819
 AY0819  VERT ORDER  -  FIRST     CLASS II
 AY0819
 AY0819.The horizontal coordinates were scaled from a topographic map and have
 AY0819.an estimated accuracy of +/- 6 seconds.
 AY0819
 AY0819.The orthometric height was determined by differential leveling
 AY0819.and adjusted by the National Geodetic Survey in June 1991..
 AY0819
 AY0819.The geoid height was determined by GEOID03.
 AY0819
 AY0819.The dynamic height is computed by dividing the NAVD 88
 AY0819.geopotential number by the normal gravity value computed on the
 AY0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0819.degrees latitude (g = 980.6199 gals.).
 AY0819
 AY0819.The modeled gravity was interpolated from observed gravity values.
 AY0819
 AY0819;                    North         East    Units  Estimated Accuracy
 AY0819;SPC TXSC     - 4,163,000.      635,970.      MT  (+/- 180 meters Scaled)
 AY0819
 AY0819                          SUPERSEDED SURVEY CONTROL
 AY0819
 AY0819  NGVD 29 (??/??/92)  178.001  (m)          583.99   (f) ADJ UNCH    1 2
 AY0819
 AY0819.Superseded values are not recommended for survey control.
 AY0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0819.See file dsdata.txt to determine how the superseded data were derived.
 AY0819
 AY0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT359416(NAD 83)
 AY0819_MARKER: DB = BENCH MARK DISK
 AY0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0819_STAMPING: P 524 1953
 AY0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0819+STABILITY: SURFACE MOTION
 AY0819
 AY0819  HISTORY     - Date     Condition        Report By
 AY0819  HISTORY     - 1953     MONUMENTED       CGS
 AY0819  HISTORY     - 1966     GOOD             USGS
 AY0819  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0819
 AY0819                          STATION DESCRIPTION
 AY0819
 AY0819'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AY0819'1.5 MI SW FROM SAN ANTONIO.
 AY0819'1.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AY0819'OVERPASS ON INTERSTATE HWY 410 AT SAN ANTONIO, BEXAR COUNTY, 1.7 MILES
 AY0819'NORTHEAST FROM THE MEDINA RIVER BRIDGE CROSSING AT VON ORMY, 44 FEET
 AY0819'SOUTHEAST OF THE SOUTHEAST RAIL, 32 FEET NORTHWEST OF THE CENTERLINE
 AY0819'OF QUINTANA ROAD (NOW ABANDONED), 40 FEET SOUTHWEST OF A TELEGRAPH
 AY0819'POLE, 2 FEET SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED P 524
 AY0819'1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AY0819'THE GROUND.
 AY0819
 AY0819                          STATION RECOVERY (1999)
 AY0819
 AY0819'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0640 ***********************************************************************
 AY0640  DESIGNATION -  P 525
 AY0640  PID         -  AY0640
 AY0640  STATE/COUNTY-  TX/BEXAR
 AY0640  USGS QUAD   -  CULEBRA HILL (1993)
 AY0640
 AY0640                         *CURRENT SURVEY CONTROL
 AY0640  ___________________________________________________________________
 AY0640* NAD 83(1986)-  29 29 32.     (N)    098 41 59.     (W)     SCALED    
 AY0640* NAVD 88     -       261.937  (meters)     859.37   (feet)  POSTED    
 AY0640  ___________________________________________________________________
 AY0640  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AY0640  DYNAMIC HT  -         261.550 (meters)     858.10  (feet)  COMP
 AY0640  MODELED GRAV-     979,177.2   (mgal)                       NAVD 88
 AY0640
 AY0640  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0640
 AY0640.The horizontal coordinates were scaled from a topographic map and have
 AY0640.an estimated accuracy of +/- 6 seconds.
 AY0640
 AY0640.The orthometric height was determined by differential leveling
 AY0640.and adjusted by the National Geodetic Survey in 1992..
 AY0640.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0640.rate of 0.0 thru 1.0 mm/km.
 AY0640
 AY0640.The geoid height was determined by GEOID03.
 AY0640
 AY0640.The dynamic height is computed by dividing the NAVD 88
 AY0640.geopotential number by the normal gravity value computed on the
 AY0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0640.degrees latitude (g = 980.6199 gals.).
 AY0640
 AY0640.The modeled gravity was interpolated from observed gravity values.
 AY0640
 AY0640;                    North         East    Units  Estimated Accuracy
 AY0640;SPC TXSC     - 4,183,890.      629,120.      MT  (+/- 180 meters Scaled)
 AY0640
 AY0640                          SUPERSEDED SURVEY CONTROL
 AY0640
 AY0640  NGVD 29 (??/??/92)  261.822  (m)          858.99   (f) ADJ UNCH    1 2
 AY0640
 AY0640.Superseded values are not recommended for survey control.
 AY0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0640.See file dsdata.txt to determine how the superseded data were derived.
 AY0640
 AY0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT291625(NAD 83)
 AY0640_MARKER: DB = BENCH MARK DISK
 AY0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0640_STAMPING: P 525 1953
 AY0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0640+STABILITY: SURFACE MOTION
 AY0640
 AY0640  HISTORY     - Date     Condition        Report By
 AY0640  HISTORY     - 1953     MONUMENTED       CGS
 AY0640  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0640  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0640
 AY0640                          STATION DESCRIPTION
 AY0640
 AY0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0640'5.0 MI NW FROM SAN ANTONIO.
 AY0640'5.0 MILES NORTHWEST ALONG CULEBRA ROAD FROM ITS JUNCTION WITH POTRANCO
 AY0640'ROAD AT SAN ANTONIO, AT A JUNCTION WITH RODGERS ROAD, ON THE EXTENDED
 AY0640'CENTER LINE OF RODGERS ROAD, 35 FEET NORTH OF THE CENTER LINE OF
 AY0640'CULEBRA ROAD, 31 FEET EAST OF A FENCE LEADING NORTH, 5 FEET NORTH OF A
 AY0640'FENCE, 4.6 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AY0640'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0640
 AY0640                          STATION RECOVERY (1966)
 AY0640
 AY0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0640'MARK NOT FOUND.
 AY0640
 AY0640                          STATION RECOVERY (1999)
 AY0640
 AY0640'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0166 ***********************************************************************
 GK0166  DESIGNATION -  P 526
 GK0166  PID         -  GK0166
 GK0166  STATE/COUNTY-  TX/OCHILTREE
 GK0166  USGS QUAD   -  SOURDOUGH CREEK SW (1973)
 GK0166
 GK0166                         *CURRENT SURVEY CONTROL
 GK0166  ___________________________________________________________________
 GK0166* NAD 83(1986)-  36 06 03.     (N)    100 54 04.     (W)     SCALED    
 GK0166* NAVD 88     -       928.619  (meters)    3046.64   (feet)  ADJUSTED  
 GK0166  ___________________________________________________________________
 GK0166  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GK0166  DYNAMIC HT  -         927.622 (meters)    3043.37  (feet)  COMP
 GK0166  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 GK0166
 GK0166  VERT ORDER  -  SECOND    CLASS 0
 GK0166
 GK0166.The horizontal coordinates were scaled from a topographic map and have
 GK0166.an estimated accuracy of +/- 6 seconds.
 GK0166
 GK0166.The orthometric height was determined by differential leveling
 GK0166.and adjusted by the National Geodetic Survey in June 1991..
 GK0166
 GK0166.The geoid height was determined by GEOID03.
 GK0166
 GK0166.The dynamic height is computed by dividing the NAVD 88
 GK0166.geopotential number by the normal gravity value computed on the
 GK0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0166.degrees latitude (g = 980.6199 gals.).
 GK0166
 GK0166.The modeled gravity was interpolated from observed gravity values.
 GK0166
 GK0166;                    North         East    Units  Estimated Accuracy
 GK0166;SPC TX N     - 1,233,230.      253,930.      MT  (+/- 180 meters Scaled)
 GK0166
 GK0166                          SUPERSEDED SURVEY CONTROL
 GK0166
 GK0166  NGVD 29 (??/??/92)  928.220  (m)         3045.34   (f) ADJ UNCH    2 0
 GK0166
 GK0166.Superseded values are not recommended for survey control.
 GK0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0166.See file dsdata.txt to determine how the superseded data were derived.
 GK0166
 GK0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE288968(NAD 83)
 GK0166_MARKER: DB = BENCH MARK DISK
 GK0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0166_STAMPING: P 526 1935
 GK0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0166+STABILITY: SURFACE MOTION
 GK0166
 GK0166  HISTORY     - Date     Condition        Report By
 GK0166  HISTORY     - 1935     MONUMENTED       CGS
 GK0166  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0166
 GK0166                          STATION DESCRIPTION
 GK0166
 GK0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0166'2.5 MI S FROM BULER.
 GK0166'2.5 MILES SOUTH AND 4.4 MILES WEST ALONG GRADED ROADS FROM THE OLD
 GK0166'STORE AND POST OFFICE AT BULER, OCHILTREE COUNTY, 201 FEET SOUTHEAST
 GK0166'OF THE SOUTHEAST CORNER OF DISTRICT 14 SCHOOLHOUSE, AT THE SOUTHEAST
 GK0166'CORNER OF THE SCHOOLYARD, 24.6 FEET NORTH OF THE CENTERLINE OF THE
 GK0166'ROAD, AND 0.8 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GK0166'STAMPED P 526 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0166
 GK0166                          STATION RECOVERY (1973)
 GK0166
 GK0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0197 ***********************************************************************
 GK0197  DESIGNATION -  P 527
 GK0197  PID         -  GK0197
 GK0197  STATE/COUNTY-  TX/ROBERTS
 GK0197  USGS QUAD   -  SOURDOUGH CREEK (1973)
 GK0197
 GK0197                         *CURRENT SURVEY CONTROL
 GK0197  ___________________________________________________________________
 GK0197* NAD 83(1986)-  36 00 49.     (N)    100 47 15.     (W)     SCALED    
 GK0197* NAVD 88     -       812.340  (meters)    2665.15   (feet)  ADJUSTED  
 GK0197  ___________________________________________________________________
 GK0197  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GK0197  DYNAMIC HT  -         811.473 (meters)    2662.31  (feet)  COMP
 GK0197  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 GK0197
 GK0197  VERT ORDER  -  SECOND    CLASS 0
 GK0197
 GK0197.The horizontal coordinates were scaled from a topographic map and have
 GK0197.an estimated accuracy of +/- 6 seconds.
 GK0197
 GK0197.The orthometric height was determined by differential leveling
 GK0197.and adjusted by the National Geodetic Survey in June 1991..
 GK0197
 GK0197.The geoid height was determined by GEOID03.
 GK0197
 GK0197.The dynamic height is computed by dividing the NAVD 88
 GK0197.geopotential number by the normal gravity value computed on the
 GK0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0197.degrees latitude (g = 980.6199 gals.).
 GK0197
 GK0197.The modeled gravity was interpolated from observed gravity values.
 GK0197
 GK0197;                    North         East    Units  Estimated Accuracy
 GK0197;SPC TX N     - 1,223,620.      264,230.      MT  (+/- 180 meters Scaled)
 GK0197
 GK0197                          SUPERSEDED SURVEY CONTROL
 GK0197
 GK0197  NGVD 29 (??/??/92)  811.969  (m)         2663.93   (f) ADJ UNCH    2 0
 GK0197
 GK0197.Superseded values are not recommended for survey control.
 GK0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0197.See file dsdata.txt to determine how the superseded data were derived.
 GK0197
 GK0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE389869(NAD 83)
 GK0197_MARKER: DB = BENCH MARK DISK
 GK0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0197_STAMPING: P 527 1935
 GK0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0197+STABILITY: SURFACE MOTION
 GK0197
 GK0197  HISTORY     - Date     Condition        Report By
 GK0197  HISTORY     - 1935     MONUMENTED       CGS
 GK0197  HISTORY     - 1973     GOOD             USGS
 GK0197
 GK0197                          STATION DESCRIPTION
 GK0197
 GK0197'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0197'4.5 MI SE FROM BULER.
 GK0197'JCT. STATE HWY. 70 AND FARM RD. 281, 8.7 MI. SOUTH ALONG STATE HWY 70,
 GK0197'(0.3 MI. NORTH OF CANADIAN RIVER BRIDGE), THENCE 4.0 MI. EAST ALONG A
 GK0197'GRADED COUTY RD., THENCE 1.6 MI. NORTH ALONG A TRACK RD. LEADING TO A
 GK0197'GAS WELL, 0.3 MI. SOUTH OF A GAS WELL, ON TOP OF A SMALL HILL AT CREST
 GK0197'IN RD., 37 FT. EAST OF THE RD., PROJECTING 0.4 FT. A STANDARD TABLET
 GK0197'STAMPED P 527 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0708 ***********************************************************************
 FL0708  DESIGNATION -  P 529
 FL0708  PID         -  FL0708
 FL0708  STATE/COUNTY-  TX/HUTCHINSON
 FL0708  USGS QUAD   -  PLEMONS (1978)
 FL0708
 FL0708                         *CURRENT SURVEY CONTROL
 FL0708  ___________________________________________________________________
 FL0708* NAD 83(1986)-  35 47 50.     (N)    101 18 32.     (W)     SCALED    
 FL0708* NAVD 88     -       829.359  (meters)    2720.99   (feet)  ADJUSTED  
 FL0708  ___________________________________________________________________
 FL0708  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FL0708  DYNAMIC HT  -         828.450 (meters)    2718.01  (feet)  COMP
 FL0708  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 FL0708
 FL0708  VERT ORDER  -  SECOND    CLASS 0
 FL0708
 FL0708.The horizontal coordinates were scaled from a topographic map and have
 FL0708.an estimated accuracy of +/- 6 seconds.
 FL0708
 FL0708.The orthometric height was determined by differential leveling
 FL0708.and adjusted by the National Geodetic Survey in June 1991..
 FL0708
 FL0708.The geoid height was determined by GEOID03.
 FL0708
 FL0708.The dynamic height is computed by dividing the NAVD 88
 FL0708.geopotential number by the normal gravity value computed on the
 FL0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0708.degrees latitude (g = 980.6199 gals.).
 FL0708
 FL0708.The modeled gravity was interpolated from observed gravity values.
 FL0708
 FL0708;                    North         East    Units  Estimated Accuracy
 FL0708;SPC TX N     - 1,199,400.      217,270.      MT  (+/- 180 meters Scaled)
 FL0708
 FL0708                          SUPERSEDED SURVEY CONTROL
 FL0708
 FL0708  NGVD 29 (??/??/92)  828.939  (m)         2719.61   (f) ADJ UNCH    2 0
 FL0708
 FL0708.Superseded values are not recommended for survey control.
 FL0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0708.See file dsdata.txt to determine how the superseded data were derived.
 FL0708
 FL0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE913639(NAD 83)
 FL0708_MARKER: DB = BENCH MARK DISK
 FL0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0708_STAMPING: P 529 1935
 FL0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0708+STABILITY: SURFACE MOTION
 FL0708
 FL0708  HISTORY     - Date     Condition        Report By
 FL0708  HISTORY     - 1935     MONUMENTED       CGS
 FL0708  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0708
 FL0708                          STATION DESCRIPTION
 FL0708
 FL0708'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0708'IN PLEMONS.
 FL0708'AT PLEMSON, HUTCHINSON COUNTY, ON THE BORGER ROAD, 112.7 FEET NORTH OF
 FL0708'THE NORTHWEST CORNER OF THE POST OFFICE, 37.4 FEET NORTH OF THE
 FL0708'CENTERLINE OF A ROAD, AND 2.4 FEET SOUTH OF THE FENCE.  A STANDARD
 FL0708'DISK, STAMPED P 529 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1150 ***********************************************************************
 AW1150  DESIGNATION -  P 53
 AW1150  PID         -  AW1150
 AW1150  STATE/COUNTY-  TX/BRAZORIA
 AW1150  USGS QUAD   -  LIVERPOOL (1963)
 AW1150
 AW1150                         *CURRENT SURVEY CONTROL
 AW1150  ___________________________________________________________________
 AW1150* NAD 83(1986)-  29 19 09.     (N)    095 15 21.     (W)     SCALED    
 AW1150* NAVD 88     -         7.20   (+/-2cm)      23.6    (feet)  VERTCON   
 AW1150  ___________________________________________________________________
 AW1150  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW1150
 AW1150  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1150
 AW1150.The horizontal coordinates were scaled from a topographic map and have
 AW1150.an estimated accuracy of +/- 6 seconds.
 AW1150
 AW1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1150.The vertical order pertains to the NGVD 29 superseded value.
 AW1150
 AW1150.The geoid height was determined by GEOID03.
 AW1150
 AW1150;                    North         East    Units  Estimated Accuracy
 AW1150;SPC TXSC     - 4,170,490.      963,590.      MT  (+/- 180 meters Scaled)
 AW1150
 AW1150                          SUPERSEDED SURVEY CONTROL
 AW1150
 AW1150  NGVD 29 (??/??/92)    7.198  (m)           23.62   (f) ADJ UNCH    1 1
 AW1150
 AW1150.Superseded values are not recommended for survey control.
 AW1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1150.See file dsdata.txt to determine how the superseded data were derived.
 AW1150
 AW1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN809454(NAD 83)
 AW1150_MARKER: DB = BENCH MARK DISK
 AW1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1150_STAMPING: P 53 1918 ELEV. 25.06 FT.
 AW1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1150+STABILITY: SURFACE MOTION
 AW1150
 AW1150  HISTORY     - Date     Condition        Report By
 AW1150  HISTORY     - 1918     MONUMENTED       CGS
 AW1150  HISTORY     - 1973     GOOD             NGS
 AW1150  HISTORY     - 1978     GOOD             NGS
 AW1150  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1150
 AW1150                          STATION DESCRIPTION
 AW1150
 AW1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1150'2.1 MI NE FROM LIVERPOOL.
 AW1150'2.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1150'CROSSING OF MAIN STREET AT LIVERPOOL, 44.8 FEET NORTHWEST OF THE
 AW1150'NORTHWEST RAIL, 34.3 FEET NORTHWEST OF THE NORTH CORNER OF A CONCRETE
 AW1150'FOUNDATION FOR SIGNAL 335.7, 159 1/2 FEET SOUTHWEST OF THE CENTER LINE
 AW1150'OF FARM ROAD 2917, 49 1/2 FEET SOUTHWEST OF A TELEPHONE POLE WITH
 AW1150'THREE GUY WIRES, 3.3 FEET SOUTHEAST OF A FENCE, 0.8 FOOT NORTHWEST OF
 AW1150'A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND SET IN THE TOP
 AW1150'OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 AW1150
 AW1150                          STATION RECOVERY (1978)
 AW1150
 AW1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1150'RECOVERED IN GOOD CONDITION.
 AW1150
 AW1150                          STATION RECOVERY (1990)
 AW1150
 AW1150'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0522 ***********************************************************************
 FL0522  DESIGNATION -  P 530
 FL0522  PID         -  FL0522
 FL0522  STATE/COUNTY-  TX/ROBERTS
 FL0522  USGS QUAD   -  DRY CREEK NE (1971)
 FL0522
 FL0522                         *CURRENT SURVEY CONTROL
 FL0522  ___________________________________________________________________
 FL0522* NAD 83(1986)-  35 59 02.     (N)    100 46 13.     (W)     SCALED    
 FL0522* NAVD 88     -       752.784  (meters)    2469.76   (feet)  ADJUSTED  
 FL0522  ___________________________________________________________________
 FL0522  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FL0522  DYNAMIC HT  -         751.987 (meters)    2467.14  (feet)  COMP
 FL0522  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 FL0522
 FL0522  VERT ORDER  -  SECOND    CLASS 0
 FL0522
 FL0522.The horizontal coordinates were scaled from a topographic map and have
 FL0522.an estimated accuracy of +/- 6 seconds.
 FL0522
 FL0522.The orthometric height was determined by differential leveling
 FL0522.and adjusted by the National Geodetic Survey in June 1991..
 FL0522
 FL0522.The geoid height was determined by GEOID03.
 FL0522
 FL0522.The dynamic height is computed by dividing the NAVD 88
 FL0522.geopotential number by the normal gravity value computed on the
 FL0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0522.degrees latitude (g = 980.6199 gals.).
 FL0522
 FL0522.The modeled gravity was interpolated from observed gravity values.
 FL0522
 FL0522;                    North         East    Units  Estimated Accuracy
 FL0522;SPC TX N     - 1,220,330.      265,810.      MT  (+/- 180 meters Scaled)
 FL0522
 FL0522                          SUPERSEDED SURVEY CONTROL
 FL0522
 FL0522  NGVD 29 (??/??/92)  752.429  (m)         2468.59   (f) ADJ UNCH    2 0
 FL0522
 FL0522.Superseded values are not recommended for survey control.
 FL0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0522.See file dsdata.txt to determine how the superseded data were derived.
 FL0522
 FL0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE404836(NAD 83)
 FL0522_MARKER: DB = BENCH MARK DISK
 FL0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0522_STAMPING: P 530 1935
 FL0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0522+STABILITY: SURFACE MOTION
 FL0522
 FL0522  HISTORY     - Date     Condition        Report By
 FL0522  HISTORY     - 1935     MONUMENTED       CGS
 FL0522  HISTORY     - 1971     GOOD             USGS
 FL0522
 FL0522                          STATION DESCRIPTION
 FL0522
 FL0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0522'27.2 MI NW FROM CANADIAN.
 FL0522'IN ROBERTS COUNTY, 9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE
 FL0522'POST OFFICE AT CANADIAN, HEMPHILL COUNTY, THENCE 18.2 MILES WEST ALONG
 FL0522'A ROAD.  1.0 MILE WEST OF A WOODEN CULVERT, 0.3 MILE NORTHEAST OF A
 FL0522'WINDMILL, ON HIGH GROUND, AND 72.6 FEET NORTH OF THE CENTERLINE OF THE
 FL0522'ROAD.  A STANDARD DISK, STAMPED P 530 1935 AND SET IN THE TOP OF A
 FL0522'CONCRETE POST.
 FL0522
 FL0522                          STATION RECOVERY (1971)
 FL0522
 FL0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0468 ***********************************************************************
 FM0468  DESIGNATION -  P 531
 FM0468  PID         -  FM0468
 FM0468  STATE/COUNTY-  TX/OLDHAM
 FM0468  USGS QUAD   -  HUMDINGER SPRING (1971)
 FM0468
 FM0468                         *CURRENT SURVEY CONTROL
 FM0468  ___________________________________________________________________
 FM0468* NAD 83(1986)-  35 35 40.     (N)    102 40 08.     (W)     SCALED    
 FM0468* NAVD 88     -      1100.054  (meters)    3609.09   (feet)  ADJUSTED  
 FM0468  ___________________________________________________________________
 FM0468  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 FM0468  DYNAMIC HT  -        1098.764 (meters)    3604.86  (feet)  COMP
 FM0468  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 FM0468
 FM0468  VERT ORDER  -  SECOND    CLASS 0
 FM0468
 FM0468.The horizontal coordinates were scaled from a topographic map and have
 FM0468.an estimated accuracy of +/- 6 seconds.
 FM0468
 FM0468.The orthometric height was determined by differential leveling
 FM0468.and adjusted by the National Geodetic Survey in June 1991..
 FM0468
 FM0468.The geoid height was determined by GEOID03.
 FM0468
 FM0468.The dynamic height is computed by dividing the NAVD 88
 FM0468.geopotential number by the normal gravity value computed on the
 FM0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0468.degrees latitude (g = 980.6199 gals.).
 FM0468
 FM0468.The modeled gravity was interpolated from observed gravity values.
 FM0468
 FM0468;                    North         East    Units  Estimated Accuracy
 FM0468;SPC TX N     - 1,177,510.       94,080.      MT  (+/- 180 meters Scaled)
 FM0468
 FM0468                          SUPERSEDED SURVEY CONTROL
 FM0468
 FM0468  NGVD 29 (??/??/92) 1099.546  (m)         3607.43   (f) ADJ UNCH    2 0
 FM0468
 FM0468.Superseded values are not recommended for survey control.
 FM0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0468.See file dsdata.txt to determine how the superseded data were derived.
 FM0468
 FM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV111414(NAD 83)
 FM0468_MARKER: DB = BENCH MARK DISK
 FM0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0468_STAMPING: P 531 1935
 FM0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0468+STABILITY: SURFACE MOTION
 FM0468
 FM0468  HISTORY     - Date     Condition        Report By
 FM0468  HISTORY     - 1935     MONUMENTED       CGS
 FM0468  HISTORY     - 1971     GOOD             USGS
 FM0468
 FM0468                          STATION DESCRIPTION
 FM0468
 FM0468'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0468'25.8 MI NE FROM ADRIAN.
 FM0468'TO REACH FROM THE JCT OF US HWY 385 AND FARM ROAD 767 IN CHANNING GO
 FM0468'WEST ON FM 767 FOR 12.0 MILES TO A BLADED ROAD ON THE LEFT, TURN LEFT
 FM0468'THROUGH CATTLEGUARD AND GO SOUTH 4.0 MILES THROUGH FOY PROCTOR RANCH
 FM0468'TO CG AT ENTRANCE TO R H FULTON RANCH, CONTINUE SOUTH 3.6 MILES TO
 FM0468'FULTONS MANY POST CAMP.  CONTINUE WESTERLY FROM MANY POST ALONG MAIN
 FM0468'GRADED ROAD FOR 5.0 MILES TO FULTONS OLD FARM CAMP.  CONTINUE
 FM0468'SOUTHWEST ACROSS SAND WASH FROM OLD FARM CAMP THENCE WEST, THENCE
 FM0468'NORTHWEST ALONG MAIN BLADED ROAD FOR 2.1 MILES TO A CATTLEGUARD,
 FM0468'CONTINUE NORTHWEST 1.65 MILES TO THE BM ON THE LEFT, BM IS 120 FEET
 FM0468'WEST OF THE ROAD 700 FEET SOUTH OF A DRAW AND 30 FEET WEST OF THE OLD
 FM0468'ABANDONED ROAD.  A STANDARD DISK STAMPED P 531 1935 AND SET IN THE TOP
 FM0468'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0528 ***********************************************************************
 EN0528  DESIGNATION -  P 532
 EN0528  PID         -  EN0528
 EN0528  STATE/COUNTY-  TX/RANDALL
 EN0528  USGS QUAD   -  CANYON SE (1984)
 EN0528
 EN0528                         *CURRENT SURVEY CONTROL
 EN0528  ___________________________________________________________________
 EN0528* NAD 83(1986)-  34 50 40.     (N)    101 46 29.     (W)     SCALED    
 EN0528* NAVD 88     -      1091.339  (meters)    3580.50   (feet)  ADJUSTED  
 EN0528  ___________________________________________________________________
 EN0528  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EN0528  DYNAMIC HT  -        1090.002 (meters)    3576.11  (feet)  COMP
 EN0528  MODELED GRAV-     979,373.1   (mgal)                       NAVD 88
 EN0528
 EN0528  VERT ORDER  -  SECOND    CLASS 0
 EN0528
 EN0528.The horizontal coordinates were scaled from a topographic map and have
 EN0528.an estimated accuracy of +/- 6 seconds.
 EN0528
 EN0528.The orthometric height was determined by differential leveling
 EN0528.and adjusted by the National Geodetic Survey in June 1991..
 EN0528
 EN0528.The geoid height was determined by GEOID03.
 EN0528
 EN0528.The dynamic height is computed by dividing the NAVD 88
 EN0528.geopotential number by the normal gravity value computed on the
 EN0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0528.degrees latitude (g = 980.6199 gals.).
 EN0528
 EN0528.The modeled gravity was interpolated from observed gravity values.
 EN0528
 EN0528;                    North         East    Units  Estimated Accuracy
 EN0528;SPC TX N     - 1,093,720.      174,880.      MT  (+/- 180 meters Scaled)
 EN0528
 EN0528                          SUPERSEDED SURVEY CONTROL
 EN0528
 EN0528  NGVD 29 (??/??/92) 1090.874  (m)         3578.98   (f) ADJ UNCH    2 0
 EN0528
 EN0528.Superseded values are not recommended for survey control.
 EN0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0528.See file dsdata.txt to determine how the superseded data were derived.
 EN0528
 EN0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD462593(NAD 83)
 EN0528_MARKER: DB = BENCH MARK DISK
 EN0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0528_STAMPING: P 532 1935
 EN0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0528+STABILITY: SURFACE MOTION
 EN0528
 EN0528  HISTORY     - Date     Condition        Report By
 EN0528  HISTORY     - 1935     MONUMENTED       CGS
 EN0528
 EN0528                          STATION DESCRIPTION
 EN0528
 EN0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0528'18.3 MI NE FROM HAPPY.
 EN0528'IN RANDALL COUNTY, 18.3 MILES NORTHEAST OF HAPPY, SWISHER COUNTY. THIS
 EN0528'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING ALONG GRADED
 EN0528'ROADS 0.4 MILE EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH,
 EN0528'3.0 MILES EAST, 5.8 MILES NORTH, 2.0 MILES WEST, AND 2.5 MILES NORTH.
 EN0528'IT IS 0.6 MILE SOUTH OF THE T-B RANCH HOUSE, 30 FEET EAST OF THE
 EN0528'CENTERLINE OF THE ROAD, AND 2 FEET EAST OF A NORTH-AND-SOUTH FENCE. A
 EN0528'STANDARD DISK, STAMPED P 532 1935 AND SET IN THE TOP OF A CONCRETE
 EN0528'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1373 ***********************************************************************
 FL1373  DESIGNATION -  P 533
 FL1373  PID         -  FL1373
 FL1373  STATE/COUNTY-  TX/CARSON
 FL1373  USGS QUAD   -  DEAL (1953)
 FL1373
 FL1373                         *CURRENT SURVEY CONTROL
 FL1373  ___________________________________________________________________
 FL1373* NAD 83(1986)-  35 37 00.     (N)    101 34 31.     (W)     SCALED    
 FL1373* NAVD 88     -       988.234  (meters)    3242.23   (feet)  ADJUSTED  
 FL1373  ___________________________________________________________________
 FL1373  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 FL1373  DYNAMIC HT  -         987.099 (meters)    3238.51  (feet)  COMP
 FL1373  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 FL1373
 FL1373  VERT ORDER  -  SECOND    CLASS 0
 FL1373
 FL1373.The horizontal coordinates were scaled from a topographic map and have
 FL1373.an estimated accuracy of +/- 6 seconds.
 FL1373
 FL1373.The orthometric height was determined by differential leveling
 FL1373.and adjusted by the National Geodetic Survey in June 1991..
 FL1373
 FL1373.The geoid height was determined by GEOID03.
 FL1373
 FL1373.The dynamic height is computed by dividing the NAVD 88
 FL1373.geopotential number by the normal gravity value computed on the
 FL1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1373.degrees latitude (g = 980.6199 gals.).
 FL1373
 FL1373.The modeled gravity was interpolated from observed gravity values.
 FL1373
 FL1373;                    North         East    Units  Estimated Accuracy
 FL1373;SPC TX N     - 1,179,350.      193,180.      MT  (+/- 180 meters Scaled)
 FL1373
 FL1373                          SUPERSEDED SURVEY CONTROL
 FL1373
 FL1373  NGVD 29 (??/??/92)  987.773  (m)         3240.72   (f) ADJ UNCH    2 0
 FL1373
 FL1373.Superseded values are not recommended for survey control.
 FL1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1373.See file dsdata.txt to determine how the superseded data were derived.
 FL1373
 FL1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE667444(NAD 83)
 FL1373_MARKER: DB = BENCH MARK DISK
 FL1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1373_STAMPING: P-533 1935
 FL1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1373+STABILITY: SURFACE MOTION
 FL1373
 FL1373  HISTORY     - Date     Condition        Report By
 FL1373  HISTORY     - 1935     MONUMENTED       CGS
 FL1373  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 FL1373
 FL1373                          STATION DESCRIPTION
 FL1373
 FL1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1373'35.0 MI NE FROM AMARILLO.
 FL1373'35.0 MILES NORTHEAST OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED 7
 FL1373'1/2 RAILS NORTH OF MILEPOST NO. 35.  63.0 FEET SOUTH OF CENTER-LINE OF
 FL1373'ROAD CROSSING.  54.0 FEET EAST OF EAST RAIL OF MAIN LINE.  26.0 FEET
 FL1373'SOUTH OF FENCE CORNER.  2.4 FEET EAST OF RIGHT-OF-WAY FENCE.
 FL1373
 FL1373                          STATION RECOVERY (2004)
 FL1373
 FL1373'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0476 ***********************************************************************
 FM0476  DESIGNATION -  P 534
 FM0476  PID         -  FM0476
 FM0476  STATE/COUNTY-  TX/OLDHAM
 FM0476  USGS QUAD   -  MANY POST CAMP (1971)
 FM0476
 FM0476                         *CURRENT SURVEY CONTROL
 FM0476  ___________________________________________________________________
 FM0476* NAD 83(1986)-  35 32 57.     (N)    102 32 14.     (W)     SCALED    
 FM0476* NAVD 88     -      1009.248  (meters)    3311.17   (feet)  POSTED    
 FM0476  ___________________________________________________________________
 FM0476  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 FM0476  DYNAMIC HT  -        1008.060 (meters)    3307.28  (feet)  COMP
 FM0476  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 FM0476
 FM0476  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FM0476
 FM0476.The horizontal coordinates were scaled from a topographic map and have
 FM0476.an estimated accuracy of +/- 6 seconds.
 FM0476
 FM0476.The orthometric height was determined by differential leveling
 FM0476.and adjusted by the National Geodetic Survey in 1992..
 FM0476.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FM0476.rate of 0.0 thru 1.0 mm/km.
 FM0476
 FM0476.The geoid height was determined by GEOID03.
 FM0476
 FM0476.The dynamic height is computed by dividing the NAVD 88
 FM0476.geopotential number by the normal gravity value computed on the
 FM0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0476.degrees latitude (g = 980.6199 gals.).
 FM0476
 FM0476.The modeled gravity was interpolated from observed gravity values.
 FM0476
 FM0476;                    North         East    Units  Estimated Accuracy
 FM0476;SPC TX N     - 1,172,350.      105,960.      MT  (+/- 180 meters Scaled)
 FM0476
 FM0476                          SUPERSEDED SURVEY CONTROL
 FM0476
 FM0476  NGVD 29 (??/??/92) 1008.747  (m)         3309.53   (f) ADJ UNCH    2 0
 FM0476
 FM0476.Superseded values are not recommended for survey control.
 FM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0476.See file dsdata.txt to determine how the superseded data were derived.
 FM0476
 FM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV232367(NAD 83)
 FM0476_MARKER: DB = BENCH MARK DISK
 FM0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0476_STAMPING: P 534 1935
 FM0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0476+STABILITY: SURFACE MOTION
 FM0476
 FM0476  HISTORY     - Date     Condition        Report By
 FM0476  HISTORY     - 1935     MONUMENTED       CGS
 FM0476  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0476
 FM0476                          STATION DESCRIPTION
 FM0476
 FM0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0476'23.2 NE FROM ADRIAN.
 FM0476'ALONG GRADED ROAD AND TRAILS BETWEEN ADRIAN AND CHANNING.  TO REACH
 FM0476'FROM ARDIAN POST OFFICE GO 0.2 MILE NORTH ALONG GRADED ROAD, THENCE
 FM0476'EAST 0.1 MILE ALONG GRADED ROAD, THENCE THROUGH CATTLE GATE AND NORTH
 FM0476'ALONG MATADORA TRAIL FOR ABOUT 22.9 MILES.  ABOUT 0.4 MILES NORTH OF
 FM0476'NORTH BANK OF THE CANADIAN RIVER AT POINT WHERE TRAIL TURNS NORTH AND
 FM0476'AWAY FROM THE RIVER.  IN LARGE FLAT BASIN SURROUNDED ON THE NORTH AND
 FM0476'WEST BY HIGH HILLS AND ON THE SOUTH AND EAST BY THE CANADIAN RIVER. 31
 FM0476'FEET EAST OF CENTERLINE OF TRAIL.
 FM0476
 FM0476                          STATION RECOVERY (1971)
 FM0476
 FM0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0549 ***********************************************************************
 EN0549  DESIGNATION -  P 535
 EN0549  PID         -  EN0549
 EN0549  STATE/COUNTY-  TX/SWISHER
 EN0549  USGS QUAD   -  JACKSON HILL (1969)
 EN0549
 EN0549                         *CURRENT SURVEY CONTROL
 EN0549  ___________________________________________________________________
 EN0549* NAD 83(1986)-  34 44 04.     (N)    101 37 01.     (W)     SCALED    
 EN0549* NAVD 88     -      1055.436  (meters)    3462.71   (feet)  ADJUSTED  
 EN0549  ___________________________________________________________________
 EN0549  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EN0549  DYNAMIC HT  -        1054.143 (meters)    3458.47  (feet)  COMP
 EN0549  MODELED GRAV-     979,373.6   (mgal)                       NAVD 88
 EN0549
 EN0549  VERT ORDER  -  SECOND    CLASS 0
 EN0549
 EN0549.The horizontal coordinates were scaled from a topographic map and have
 EN0549.an estimated accuracy of +/- 6 seconds.
 EN0549
 EN0549.The orthometric height was determined by differential leveling
 EN0549.and adjusted by the National Geodetic Survey in June 1991..
 EN0549
 EN0549.The geoid height was determined by GEOID03.
 EN0549
 EN0549.The dynamic height is computed by dividing the NAVD 88
 EN0549.geopotential number by the normal gravity value computed on the
 EN0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0549.degrees latitude (g = 980.6199 gals.).
 EN0549
 EN0549.The modeled gravity was interpolated from observed gravity values.
 EN0549
 EN0549;                    North         East    Units  Estimated Accuracy
 EN0549;SPC TX N     - 1,081,480.      189,290.      MT  (+/- 180 meters Scaled)
 EN0549
 EN0549                          SUPERSEDED SURVEY CONTROL
 EN0549
 EN0549  NGVD 29 (??/??/92) 1054.994  (m)         3461.26   (f) ADJ UNCH    2 0
 EN0549
 EN0549.Superseded values are not recommended for survey control.
 EN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0549.See file dsdata.txt to determine how the superseded data were derived.
 EN0549
 EN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD604467(NAD 83)
 EN0549_MARKER: DB = BENCH MARK DISK
 EN0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0549_STAMPING: P 535 1935
 EN0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0549+STABILITY: SURFACE MOTION
 EN0549
 EN0549  HISTORY     - Date     Condition        Report By
 EN0549  HISTORY     - 1935     MONUMENTED       CGS
 EN0549  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0549
 EN0549                          STATION DESCRIPTION
 EN0549
 EN0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0549'11.8 MI SW FROM WAYSIDE.
 EN0549'IN SWISHER COUNTY, 11.8 MILES SOUTHWEST OF WAYSIDE, ARMSTRONG COUNTY.
 EN0549'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE
 EN0549'WEST ALONG A GRADED ROAD, THENCE ALONG ROADS 1.0 MILE NORTH, 3.8 MILES
 EN0549'WEST, 4.0 MILES MILES SOUTH, 1.0 MILE EAST, AND 1.0 MILE SOUTH. IT IS
 EN0549'ON THE NORTH SLOPE OF A SHALLOW VALLEY, 1.0 MILE NORTH OF THE W.R.
 EN0549'JONES RANCH HOUSE, 145 FEET SOUTH OF THE CENTERLINE OF THE SIDE ROAD,
 EN0549'AND 130 FEET SOUTH OF THE NORTHWEST FENCE CORNER.  A STANDARD DISK,
 EN0549'STAMPED P 535 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- BM
 EN0549'MIGHT HAVE BEEN DEST. BY RD. GRADER.
 EN0549
 EN0549                          STATION RECOVERY (1968)
 EN0549
 EN0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1310 ***********************************************************************
 FL1310  DESIGNATION -  P 536
 FL1310  PID         -  FL1310
 FL1310  STATE/COUNTY-  TX/CARSON
 FL1310  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1310
 FL1310                         *CURRENT SURVEY CONTROL
 FL1310  ___________________________________________________________________
 FL1310* NAD 83(1986)-  35 17 44.     (N)    101 30 44.     (W)     SCALED    
 FL1310* NAVD 88     -      1071.254  (meters)    3514.61   (feet)  ADJUSTED  
 FL1310  ___________________________________________________________________
 FL1310  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL1310  DYNAMIC HT  -        1069.984 (meters)    3510.44  (feet)  COMP
 FL1310  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 FL1310
 FL1310  VERT ORDER  -  SECOND    CLASS 0
 FL1310
 FL1310.The horizontal coordinates were scaled from a topographic map and have
 FL1310.an estimated accuracy of +/- 6 seconds.
 FL1310
 FL1310.The orthometric height was determined by differential leveling
 FL1310.and adjusted by the National Geodetic Survey in June 1991..
 FL1310
 FL1310.The geoid height was determined by GEOID03.
 FL1310
 FL1310.The dynamic height is computed by dividing the NAVD 88
 FL1310.geopotential number by the normal gravity value computed on the
 FL1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1310.degrees latitude (g = 980.6199 gals.).
 FL1310
 FL1310.The modeled gravity was interpolated from observed gravity values.
 FL1310
 FL1310;                    North         East    Units  Estimated Accuracy
 FL1310;SPC TX N     - 1,143,730.      198,890.      MT  (+/- 180 meters Scaled)
 FL1310
 FL1310                          SUPERSEDED SURVEY CONTROL
 FL1310
 FL1310  NGVD 29 (??/??/92) 1070.750  (m)         3512.95   (f) ADJ UNCH    2 0
 FL1310
 FL1310.Superseded values are not recommended for survey control.
 FL1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1310.See file dsdata.txt to determine how the superseded data were derived.
 FL1310
 FL1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE715087(NAD 83)
 FL1310_MARKER: DB = BENCH MARK DISK
 FL1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1310_STAMPING: P 536 1935
 FL1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1310+STABILITY: SURFACE MOTION
 FL1310
 FL1310  HISTORY     - Date     Condition        Report By
 FL1310  HISTORY     - 1935     MONUMENTED       CGS
 FL1310  HISTORY     - 1974     GOOD             NGS
 FL1310
 FL1310                          STATION DESCRIPTION
 FL1310
 FL1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1310'9 MI W FROM PANHANDLE.
 FL1310'FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 207, WHICH
 FL1310'IS LOCATED AT THE WEST EDGE OF PANHANDLE, GO WEST ON U.S. HWY. 60 FOR
 FL1310'7.0 MILES TO LEE RAIL-ROAD SIDING ON THE RIGHT.  CONTINUE WEST ON U.S.
 FL1310'HWY. 60 FOR 0.9 MILE TO A RAILROAD CROSSING ON THE RIGHT AND MARK ON
 FL1310'THE RIGHT, NORTH SIDE OF THE RAILROAD TRACKS.  STANDARD BENCH MARK
 FL1310'DISK, SET IN THE TOP OF A SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 FL1310'GROUND AND IS STAMPED P 536 1935.  IT IS 6 RAILS WEST OF THE RAILROAD
 FL1310'CROSSING, 3 RAILS WEST OF SEMAPHORE SIGNAL, 68 FEET NORTH OF THE NORTH
 FL1310'RAIL OF RAILROAD TRACKS, 35 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 FL1310'25 FEET WEST OF A FENCE-CORNER, 5 FEET SOUTH OF A FENCE-LINE, 4 FEET
 FL1310'NORTH OF A FENCE-LINE AND 1-FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1366 ***********************************************************************
 FL1366  DESIGNATION -  P 537
 FL1366  PID         -  FL1366
 FL1366  STATE/COUNTY-  TX/MOORE
 FL1366  USGS QUAD   -  SPENCER DRAW (1969)
 FL1366
 FL1366                         *CURRENT SURVEY CONTROL
 FL1366  ___________________________________________________________________
 FL1366* NAD 83(1986)-  35 41 21.     (N)    101 49 21.     (W)     SCALED    
 FL1366* NAVD 88     -      1046.026  (meters)    3431.84   (feet)  ADJUSTED  
 FL1366  ___________________________________________________________________
 FL1366  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FL1366  DYNAMIC HT  -        1044.814 (meters)    3427.86  (feet)  COMP
 FL1366  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 FL1366
 FL1366  VERT ORDER  -  SECOND    CLASS 0
 FL1366
 FL1366.The horizontal coordinates were scaled from a topographic map and have
 FL1366.an estimated accuracy of +/- 6 seconds.
 FL1366
 FL1366.The orthometric height was determined by differential leveling
 FL1366.and adjusted by the National Geodetic Survey in June 1991..
 FL1366
 FL1366.The geoid height was determined by GEOID03.
 FL1366
 FL1366.The dynamic height is computed by dividing the NAVD 88
 FL1366.geopotential number by the normal gravity value computed on the
 FL1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1366.degrees latitude (g = 980.6199 gals.).
 FL1366
 FL1366.The modeled gravity was interpolated from observed gravity values.
 FL1366
 FL1366;                    North         East    Units  Estimated Accuracy
 FL1366;SPC TX N     - 1,187,440.      170,810.      MT  (+/- 180 meters Scaled)
 FL1366
 FL1366                          SUPERSEDED SURVEY CONTROL
 FL1366
 FL1366  NGVD 29 (??/??/92) 1045.490  (m)         3430.08   (f) ADJ UNCH    2 0
 FL1366
 FL1366.Superseded values are not recommended for survey control.
 FL1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1366.See file dsdata.txt to determine how the superseded data were derived.
 FL1366
 FL1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE445531(NAD 83)
 FL1366_MARKER: DB = BENCH MARK DISK
 FL1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1366_STAMPING: P 537 1935
 FL1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1366+STABILITY: SURFACE MOTION
 FL1366
 FL1366  HISTORY     - Date     Condition        Report By
 FL1366  HISTORY     - 1935     MONUMENTED       CGS
 FL1366  HISTORY     - 1943     GOOD             NGS
 FL1366
 FL1366                          STATION DESCRIPTION
 FL1366
 FL1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1366'20.2 MI SE FROM DUMAS.
 FL1366'THIS MARK IS ABOUT 12.0 MILES SOUTH ALONG U.S. HIGHWAY 287 AND 8.2
 FL1366'MILES EAST ALONG A GRADED ROAD FROM THE COURT HOUSE AT DUMAS, MOORE
 FL1366'COUNTY, 0.4 MILE EAST OF A CATTLE GUARD, SET ON THE SOUTH SLOPE OF A
 FL1366'HILL, 2.5 FEET EAST OF A SECTION CORNER STONE, 27.5 FEET SOUTH OF THE
 FL1366'CENTER LINE OF THE ROAD, PROJECTING ABOUT 5-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0155 ***********************************************************************
 FM0155  DESIGNATION -  P 538
 FM0155  PID         -  FM0155
 FM0155  STATE/COUNTY-  TX/MOORE
 FM0155  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0155
 FM0155                         *CURRENT SURVEY CONTROL
 FM0155  ___________________________________________________________________
 FM0155* NAD 83(1986)-  35 45 52.     (N)    102 09 02.     (W)     SCALED    
 FM0155* NAVD 88     -      1150.269  (meters)    3773.84   (feet)  ADJUSTED  
 FM0155  ___________________________________________________________________
 FM0155  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FM0155  DYNAMIC HT  -        1148.914 (meters)    3769.40  (feet)  COMP
 FM0155  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 FM0155
 FM0155  VERT ORDER  -  SECOND    CLASS 0
 FM0155
 FM0155.The horizontal coordinates were scaled from a topographic map and have
 FM0155.an estimated accuracy of +/- 6 seconds.
 FM0155
 FM0155.The orthometric height was determined by differential leveling
 FM0155.and adjusted by the National Geodetic Survey in June 1991..
 FM0155
 FM0155.The geoid height was determined by GEOID03.
 FM0155
 FM0155.The dynamic height is computed by dividing the NAVD 88
 FM0155.geopotential number by the normal gravity value computed on the
 FM0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0155.degrees latitude (g = 980.6199 gals.).
 FM0155
 FM0155.The modeled gravity was interpolated from observed gravity values.
 FM0155
 FM0155;                    North         East    Units  Estimated Accuracy
 FM0155;SPC TX N     - 1,195,940.      141,170.      MT  (+/- 180 meters Scaled)
 FM0155
 FM0155                          SUPERSEDED SURVEY CONTROL
 FM0155
 FM0155  NGVD 29 (??/??/92) 1149.710  (m)         3772.01   (f) ADJ UNCH    2 0
 FM0155
 FM0155.Superseded values are not recommended for survey control.
 FM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0155.See file dsdata.txt to determine how the superseded data were derived.
 FM0155
 FM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV576615(NAD 83)
 FM0155_MARKER: DB = BENCH MARK DISK
 FM0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0155_STAMPING: P-538 1935
 FM0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0155+STABILITY: SURFACE MOTION
 FM0155
 FM0155  HISTORY     - Date     Condition        Report By
 FM0155  HISTORY     - 1935     MONUMENTED       CGS
 FM0155  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0155
 FM0155                          STATION DESCRIPTION
 FM0155
 FM0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0155'16.2 MI SW FROM DUMAS.
 FM0155'TO REACH BENCHMARK FROM COURT HOUSE GO 0.5 MILE SOUTH ALONG HIGHWAY
 FM0155'NO. 9, THENCE 2.4 MILES WEST TO SOUTH TURN IN ROAD, CONTINUE THENCE
 FM0155'WEST 1.0 MILE ALONG TRAIL AND POLE LINE, THENCE SOUTH ALONG FENCE AND
 FM0155'POLE LINE 1.9 MILES TO JUNCTION OF TRAIL AND ROAD, CONTINUE THENCE
 FM0155'SOUTH ALONG GRADED ROAD 1.1 MILES TO ROAD JUNCTION, THENCE WEST 4.9
 FM0155'MILES TO FENCE CROSSING ROAD, THENCE SOUTH 3.0 MILES ALONG TRAIL TO
 FM0155'MIDDLE WELLS SCHOOL, THENCE WEST 1.4 MILES.  BENCHMARK IS SET ALONG
 FM0155'GRADED ROAD RUNNING E-W BY MIDDLE WELLS SCHOOL DISTRICT NO. 3
 FM0155'APPROXIMATELY 0.5 MILE SOUTH OF RANCH HOUSE HAVING WINDMILL CLOSE TO
 FM0155'EAST SIDE OF HOUSE.  BEING 58.0 FEET SOUTH OF CENTER-LINE OF GRADED
 FM0155'ROAD, AND IN LINE WITH ELECTRIC TRANSMISSION POLE LINE.
 FM0155
 FM0155                          STATION RECOVERY (1963)
 FM0155
 FM0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0211 ***********************************************************************
 AW0211  DESIGNATION -  P 54
 AW0211  PID         -  AW0211
 AW0211  STATE/COUNTY-  TX/HARRIS
 AW0211  USGS QUAD   -  SETTEGAST (1995)
 AW0211
 AW0211                         *CURRENT SURVEY CONTROL
 AW0211  ___________________________________________________________________
 AW0211* NAD 83(1986)-  29 45 40.     (N)    095 21 34.     (W)     SCALED    
 AW0211* NAVD 88     -        14.297  (meters)      46.91   (feet)  ADJUSTED  
 AW0211  ___________________________________________________________________
 AW0211  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0211  DYNAMIC HT  -          14.278 (meters)      46.84  (feet)  COMP
 AW0211  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 AW0211
 AW0211  VERT ORDER  -  FIRST     CLASS II
 AW0211
 AW0211.The horizontal coordinates were scaled from a topographic map and have
 AW0211.an estimated accuracy of +/- 6 seconds.
 AW0211
 AW0211.The orthometric height was determined by differential leveling
 AW0211.and adjusted by the National Geodetic Survey in July 2002..
 AW0211
 AW0211.The geoid height was determined by GEOID03.
 AW0211
 AW0211.The dynamic height is computed by dividing the NAVD 88
 AW0211.geopotential number by the normal gravity value computed on the
 AW0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0211.degrees latitude (g = 980.6199 gals.).
 AW0211
 AW0211.The modeled gravity was interpolated from observed gravity values.
 AW0211
 AW0211;                    North         East    Units  Estimated Accuracy
 AW0211;SPC TXSC     - 4,219,130.      952,010.      MT  (+/- 180 meters Scaled)
 AW0211
 AW0211                          SUPERSEDED SURVEY CONTROL
 AW0211
 AW0211  NAVD 88 (06/15/91)   14.384  (m)           47.19   (f) UNKNOWN     1 2
 AW0211  NGVD 29 (12/23/87)   14.380  (m)           47.18   (f) ADJUSTED    1 2
 AW0211
 AW0211.Superseded values are not recommended for survey control.
 AW0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0211.See file dsdata.txt to determine how the superseded data were derived.
 AW0211
 AW0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN718946(NAD 83)
 AW0211_MARKER: DB = BENCH MARK DISK
 AW0211_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0211_SP_SET: BUILDING WALL
 AW0211_STAMPING: P 54 1918 ELEV 52.91 FT.
 AW0211_MARK LOGO: CGS   
 AW0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0211+STABILITY: POSITION/ELEVATION WELL
 AW0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0211+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW0211
 AW0211  HISTORY     - Date     Condition        Report By
 AW0211  HISTORY     - 1918     MONUMENTED       CGS
 AW0211  HISTORY     - 1973     GOOD             NGS
 AW0211  HISTORY     - 1976     GOOD             NGS
 AW0211  HISTORY     - 1976     GOOD             NGS
 AW0211  HISTORY     - 1978     GOOD             NGS
 AW0211  HISTORY     - 1978     GOOD             NGS
 AW0211  HISTORY     - 1983     GOOD             NGS
 AW0211  HISTORY     - 1984     GOOD             USPSQD
 AW0211  HISTORY     - 1986     GOOD             NGS
 AW0211  HISTORY     - 1987     GOOD             USPSQD
 AW0211  HISTORY     - 1987     GOOD             USPSQD
 AW0211  HISTORY     - 1987     GOOD             USPSQD
 AW0211  HISTORY     - 1987     GOOD             USPSQD
 AW0211  HISTORY     - 1988     GOOD             USPSQD
 AW0211  HISTORY     - 1988     GOOD             USPSQD
 AW0211  HISTORY     - 1989     GOOD             USPSQD
 AW0211  HISTORY     - 1989     GOOD             USPSQD
 AW0211  HISTORY     - 1991     GOOD             USPSQD
 AW0211  HISTORY     - 19960206 GOOD             NGS
 AW0211  HISTORY     - 19960921 GOOD             USPSQD
 AW0211  HISTORY     - 20040517 GOOD             USPSQD
 AW0211  HISTORY     - 20050705 GOOD             USPSQD
 AW0211
 AW0211                          STATION DESCRIPTION
 AW0211
 AW0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0211'IN HOUSTON.
 AW0211'AT HOUSTON, AT THE WEST CORNER OF THE INTERSECTION OF CONGRESS AND SAN
 AW0211'JACINTO STREETS, SET VERTICALLY IN THE SOUTHEAST FACE OF THE HARRIS
 AW0211'COUNTY CIVIL COURTS BUILDING, 2.2 FEET SOUTHWEST OF THE EAST CORNER OF
 AW0211'THE BUILDING, AND ABOUT 2.0 FEET ABOVE THE SIDEWALK.
 AW0211
 AW0211                          STATION RECOVERY (1976)
 AW0211
 AW0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1976)
 AW0211
 AW0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1978)
 AW0211
 AW0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1978)
 AW0211
 AW0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1983)
 AW0211
 AW0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1984)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1986)
 AW0211
 AW0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1987)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1987)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1987)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1987)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1988)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1988)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1989)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1989)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1991)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (1996)
 AW0211
 AW0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0211'IN HOUSTON, AT THE INTERSECTION OF NORTH SAN JACINTO AND CONGRESS
 AW0211'STREETS, SET VERTICALLY IN THE SOUTHEAST FACE OF THE HARRIS COUNTY
 AW0211'CIVIL COURTS BUILDING, 30.8 M (101.0 FT) NORTHWEST OF THE CENTER OF
 AW0211'SAN JACINTO, 24.8 M (81.4 FT) SOUTHWEST OF THE CENTER OF CONGRESS
 AW0211'STREET, 0.7 M (2.3 FT) SOUTHWEST OF THE SOUTH CORNER OF THE BUILDING,
 AW0211'AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREETS.
 AW0211
 AW0211                          STATION RECOVERY (1996)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0211'RECOVERED IN GOOD CONDITION.
 AW0211
 AW0211                          STATION RECOVERY (2004)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0211'BUILDING IS BEING REMOLDED AND THE DISK IS NOT EXPECTED TO BE THERE
 AW0211'NEXT YEAR.
 AW0211
 AW0211                          STATION RECOVERY (2005)
 AW0211
 AW0211'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0363 ***********************************************************************
 FM0363  DESIGNATION -  P 540
 FM0363  PID         -  FM0363
 FM0363  STATE/COUNTY-  TX/RANDALL
 FM0363  USGS QUAD   -  BIVINS LAKE (1984)
 FM0363
 FM0363                         *CURRENT SURVEY CONTROL
 FM0363  ___________________________________________________________________
 FM0363* NAD 83(1986)-  35 03 09.     (N)    102 05 46.     (W)     SCALED    
 FM0363* NAVD 88     -      1145.115  (meters)    3756.93   (feet)  ADJUSTED  
 FM0363  ___________________________________________________________________
 FM0363  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 FM0363  DYNAMIC HT  -        1143.714 (meters)    3752.34  (feet)  COMP
 FM0363  MODELED GRAV-     979,372.0   (mgal)                       NAVD 88
 FM0363
 FM0363  VERT ORDER  -  SECOND    CLASS 0
 FM0363
 FM0363.The horizontal coordinates were scaled from a topographic map and have
 FM0363.an estimated accuracy of +/- 6 seconds.
 FM0363
 FM0363.The orthometric height was determined by differential leveling
 FM0363.and adjusted by the National Geodetic Survey in June 1991..
 FM0363
 FM0363.The geoid height was determined by GEOID03.
 FM0363
 FM0363.The dynamic height is computed by dividing the NAVD 88
 FM0363.geopotential number by the normal gravity value computed on the
 FM0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0363.degrees latitude (g = 980.6199 gals.).
 FM0363
 FM0363.The modeled gravity was interpolated from observed gravity values.
 FM0363
 FM0363;                    North         East    Units  Estimated Accuracy
 FM0363;SPC TX N     - 1,116,930.      145,620.      MT  (+/- 180 meters Scaled)
 FM0363
 FM0363                          SUPERSEDED SURVEY CONTROL
 FM0363
 FM0363  NGVD 29 (??/??/92) 1144.605  (m)         3755.26   (f) ADJ UNCH    2 0
 FM0363
 FM0363.Superseded values are not recommended for survey control.
 FM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0363.See file dsdata.txt to determine how the superseded data were derived.
 FM0363
 FM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU648827(NAD 83)
 FM0363_MARKER: DB = BENCH MARK DISK
 FM0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0363_STAMPING: P 540 1935
 FM0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0363+STABILITY: SURFACE MOTION
 FM0363
 FM0363  HISTORY     - Date     Condition        Report By
 FM0363  HISTORY     - 1935     MONUMENTED       CGS
 FM0363  HISTORY     - 1951     GOOD             NGS
 FM0363  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0363
 FM0363                          STATION DESCRIPTION
 FM0363
 FM0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0363'7.3 MI S FROM BUSHLAND.
 FM0363'IN RANDALL COUNTY, 7.3 MILES SOUTH ALONG THE UMBARGER ROAD FROM THE
 FM0363'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT BUSHLAND, POTTER
 FM0363'COUNTY, THENCE 1.6 MILES WEST AND 2.5 MILES SOUTH ALONG GRADED ROADS,
 FM0363'0.3 MILE SOUTH OF A RANCH HOUSE, 0.2 MILE SOUTH OF A DRY LAKE BED, AT
 FM0363'THE INTERSECTION OF A FENCE FROM THE EAST AND A NORTH-AND-SOUTH
 FM0363'RIGHT-OF-WAY FENCE, 57 FEET EAST OF THE CENTERLINE OF THE ROAD, 21
 FM0363'FEET EAST OF THE FENCE CORNER, 2.3 FEET NORTH OF THE EAST-AND-WEST
 FM0363'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 FM0363
 FM0363                          STATION RECOVERY (1951)
 FM0363
 FM0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 FM0363'RECOVERED IN GOOD CONDITION.
 FM0363
 FM0363                          STATION RECOVERY (1980)
 FM0363
 FM0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0730 ***********************************************************************
 FL0730  DESIGNATION -  P 541
 FL0730  PID         -  FL0730
 FL0730  STATE/COUNTY-  TX/ROBERTS
 FL0730  USGS QUAD   -  ADOBE CREEK SE (1971)
 FL0730
 FL0730                         *CURRENT SURVEY CONTROL
 FL0730  ___________________________________________________________________
 FL0730* NAD 83(1986)-  35 50 27.     (N)    101 01 33.     (W)     SCALED    
 FL0730* NAVD 88     -       892.980  (meters)    2929.72   (feet)  ADJUSTED  
 FL0730  ___________________________________________________________________
 FL0730  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FL0730  DYNAMIC HT  -         891.997 (meters)    2926.49  (feet)  COMP
 FL0730  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 FL0730
 FL0730  VERT ORDER  -  SECOND    CLASS 0
 FL0730
 FL0730.The horizontal coordinates were scaled from a topographic map and have
 FL0730.an estimated accuracy of +/- 6 seconds.
 FL0730
 FL0730.The orthometric height was determined by differential leveling
 FL0730.and adjusted by the National Geodetic Survey in June 1991..
 FL0730
 FL0730.The geoid height was determined by GEOID03.
 FL0730
 FL0730.The dynamic height is computed by dividing the NAVD 88
 FL0730.geopotential number by the normal gravity value computed on the
 FL0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0730.degrees latitude (g = 980.6199 gals.).
 FL0730
 FL0730.The modeled gravity was interpolated from observed gravity values.
 FL0730
 FL0730;                    North         East    Units  Estimated Accuracy
 FL0730;SPC TX N     - 1,204,320.      242,840.      MT  (+/- 180 meters Scaled)
 FL0730
 FL0730                          SUPERSEDED SURVEY CONTROL
 FL0730
 FL0730  NGVD 29 (??/??/92)  892.557  (m)         2928.33   (f) ADJ UNCH    2 0
 FL0730
 FL0730.Superseded values are not recommended for survey control.
 FL0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0730.See file dsdata.txt to determine how the superseded data were derived.
 FL0730
 FL0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE170681(NAD 83)
 FL0730_MARKER: DB = BENCH MARK DISK
 FL0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0730_STAMPING: P 541 1935
 FL0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0730+STABILITY: SURFACE MOTION
 FL0730
 FL0730  HISTORY     - Date     Condition        Report By
 FL0730  HISTORY     - 1935     MONUMENTED       CGS
 FL0730  HISTORY     - 1951     GOOD             LOCENG
 FL0730
 FL0730                          STATION DESCRIPTION
 FL0730
 FL0730'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 FL0730'24.1 MI N FROM PAMPA.
 FL0730'IN ROBERTS COUNTY, 24.1 MILES NORTH OF PAMPA, GRAY COUNTY.  THIS BENCH
 FL0730'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 7.4 MILES NORTH, 2.0
 FL0730'MILES WEST, AND 0.8 MILE NORTH ALONG GRADED ROADS AND THENCE 13.9
 FL0730'MILES NORTHWEST ALONG A TRAIL.  IT IS 6.3 MILES SOUTH OF THE SOUTH
 FL0730'BANK OF CANADIAN RIVER, 76.4 FEET EAST OF THE CENTERLINE OF THE TRAIL,
 FL0730'AND 1.6 FEET WEST OF THE SECTION-LINE FENCE.  A STANDARD DISK, STAMPED
 FL0730'P 541 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0348 ***********************************************************************
 FM0348  DESIGNATION -  P 541
 FM0348  PID         -  FM0348
 FM0348  STATE/COUNTY-  TX/DEAF SMITH
 FM0348  USGS QUAD   -  WILDORADO (1984)
 FM0348
 FM0348                         *CURRENT SURVEY CONTROL
 FM0348  ___________________________________________________________________
 FM0348* NAD 83(1986)-  35 09 29.     (N)    102 12 10.     (W)     SCALED    
 FM0348* NAVD 88     -      1172.052  (meters)    3845.31   (feet)  ADJUSTED  
 FM0348  ___________________________________________________________________
 FM0348  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 FM0348  DYNAMIC HT  -        1170.623 (meters)    3840.62  (feet)  COMP
 FM0348  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 FM0348
 FM0348  VERT ORDER  -  SECOND    CLASS 0
 FM0348
 FM0348.The horizontal coordinates were scaled from a topographic map and have
 FM0348.an estimated accuracy of +/- 6 seconds.
 FM0348
 FM0348.The orthometric height was determined by differential leveling
 FM0348.and adjusted by the National Geodetic Survey in June 1991..
 FM0348
 FM0348.The geoid height was determined by GEOID03.
 FM0348
 FM0348.The dynamic height is computed by dividing the NAVD 88
 FM0348.geopotential number by the normal gravity value computed on the
 FM0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0348.degrees latitude (g = 980.6199 gals.).
 FM0348
 FM0348.The modeled gravity was interpolated from observed gravity values.
 FM0348
 FM0348;                    North         East    Units  Estimated Accuracy
 FM0348;SPC TX N     - 1,128,700.      135,970.      MT  (+/- 180 meters Scaled)
 FM0348
 FM0348                          SUPERSEDED SURVEY CONTROL
 FM0348
 FM0348  NGVD 29 (??/??/92) 1171.546  (m)         3843.65   (f) ADJ UNCH    2 0
 FM0348
 FM0348.Superseded values are not recommended for survey control.
 FM0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0348.See file dsdata.txt to determine how the superseded data were derived.
 FM0348
 FM0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU547941(NAD 83)
 FM0348_MARKER: DB = BENCH MARK DISK
 FM0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0348_STAMPING: P 541 1935
 FM0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0348+STABILITY: SURFACE MOTION
 FM0348
 FM0348  HISTORY     - Date     Condition        Report By
 FM0348  HISTORY     - 1935     MONUMENTED       CGS
 FM0348  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0348  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0348
 FM0348                          STATION DESCRIPTION
 FM0348
 FM0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0348'3.6 MI S FROM WILDORADO.
 FM0348'IN DEAF SMITH COUNTY, 3.6 MILES SOUTH ALONG A GRADED ROAD FROM THE
 FM0348'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT WILDORADO, OLDHAM
 FM0348'COUNTY, 0.5 MILE EAST OF A SMALL WHITE RANCH HOUSE, 0.1 MILE SOUTH OF
 FM0348'THE JUNCTION OF A ROAD LEADING WEST, AT THE POINT WHERE THE ROAD
 FM0348'BEGINS A WIDE CURVE FROM THE NORTHAROUND A LARGE DRY POND BED, 57 FEET
 FM0348'NORTH OF A FENCE CORNER, 43 FEET WEST OF THE CENTERLINE OF THE ROAD, 8
 FM0348'FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 FM0348'CONCRETE POST.
 FM0348
 FM0348                          STATION RECOVERY (1961)
 FM0348
 FM0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0348'MARK NOT FOUND.
 FM0348
 FM0348                          STATION RECOVERY (1980)
 FM0348
 FM0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0769 ***********************************************************************
 FL0769  DESIGNATION -  P 542
 FL0769  PID         -  FL0769
 FL0769  STATE/COUNTY-  TX/HUTCHINSON
 FL0769  USGS QUAD   -  BORGER (1978)
 FL0769
 FL0769                         *CURRENT SURVEY CONTROL
 FL0769  ___________________________________________________________________
 FL0769* NAD 83(1986)-  35 39 41.     (N)    101 23 19.     (W)     SCALED    
 FL0769* NAVD 88     -       945.707  (meters)    3102.71   (feet)  ADJUSTED  
 FL0769  ___________________________________________________________________
 FL0769  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 FL0769  DYNAMIC HT  -         944.638 (meters)    3099.20  (feet)  COMP
 FL0769  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 FL0769
 FL0769  VERT ORDER  -  SECOND    CLASS 0
 FL0769
 FL0769.The horizontal coordinates were scaled from a topographic map and have
 FL0769.an estimated accuracy of +/- 6 seconds.
 FL0769
 FL0769.The orthometric height was determined by differential leveling
 FL0769.and adjusted by the National Geodetic Survey in June 1991..
 FL0769
 FL0769.The geoid height was determined by GEOID03.
 FL0769
 FL0769.The dynamic height is computed by dividing the NAVD 88
 FL0769.geopotential number by the normal gravity value computed on the
 FL0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0769.degrees latitude (g = 980.6199 gals.).
 FL0769
 FL0769.The modeled gravity was interpolated from observed gravity values.
 FL0769
 FL0769;                    North         East    Units  Estimated Accuracy
 FL0769;SPC TX N     - 1,184,320.      210,090.      MT  (+/- 180 meters Scaled)
 FL0769
 FL0769                          SUPERSEDED SURVEY CONTROL
 FL0769
 FL0769  NGVD 29 (??/??/92)  945.247  (m)         3101.20   (f) ADJ UNCH    2 0
 FL0769
 FL0769.Superseded values are not recommended for survey control.
 FL0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0769.See file dsdata.txt to determine how the superseded data were derived.
 FL0769
 FL0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE837490(NAD 83)
 FL0769_MARKER: DB = BENCH MARK DISK
 FL0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0769_STAMPING: P 542 1935
 FL0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0769+STABILITY: SURFACE MOTION
 FL0769
 FL0769  HISTORY     - Date     Condition        Report By
 FL0769  HISTORY     - 1935     MONUMENTED       CGS
 FL0769
 FL0769                          STATION DESCRIPTION
 FL0769
 FL0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0769'0.5 MI S FROM BORGER.
 FL0769'ABOUT 1/2 MILE SOUTH OF BORGER, HUTCHINSON COUNTY.  THIS BENCH MARK
 FL0769'MAY BE REACHED FROM THE POST OFFICE BY GOING 0.6 MILE SOUTH, 0.1 MILE
 FL0769'EAST, AND 0.1 MILE NORTH ALONG GRADED ROADS.  IT IS ABOUT 700 FEET
 FL0769'NORTH OF THE OIL WELL SUPPLY CO. BUILDING, ABOUT 320 FEET SOUTHEAST OF
 FL0769'THE JARECKI MANUFACTURING CO. BUILDING, 99.2 FEET WEST OF THE WEST
 FL0769'RAIL OF THE PANHANDLE AND SANTA FE RAILWAY SIDING, AND 49.6 FEET
 FL0769'SOUTHEAST OF THE CENTERLINE OF THE ROAD. A STANDARD DISK, STAMPED P
 FL0769'542 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0576 ***********************************************************************
 FL0576  DESIGNATION -  P 543
 FL0576  PID         -  FL0576
 FL0576  STATE/COUNTY-  TX/ROBERTS
 FL0576  USGS QUAD   -  HORSE CREEK SOUTH (1972)
 FL0576
 FL0576                         *CURRENT SURVEY CONTROL
 FL0576  ___________________________________________________________________
 FL0576* NAD 83(1986)-  35 46 25.     (N)    100 39 58.     (W)     SCALED    
 FL0576* NAVD 88     -       927.680  (meters)    3043.56   (feet)  ADJUSTED  
 FL0576  ___________________________________________________________________
 FL0576  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FL0576  DYNAMIC HT  -         926.656 (meters)    3040.20  (feet)  COMP
 FL0576  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 FL0576
 FL0576  VERT ORDER  -  SECOND    CLASS 0
 FL0576
 FL0576.The horizontal coordinates were scaled from a topographic map and have
 FL0576.an estimated accuracy of +/- 6 seconds.
 FL0576
 FL0576.The orthometric height was determined by differential leveling
 FL0576.and adjusted by the National Geodetic Survey in June 1991..
 FL0576
 FL0576.The geoid height was determined by GEOID03.
 FL0576
 FL0576.The dynamic height is computed by dividing the NAVD 88
 FL0576.geopotential number by the normal gravity value computed on the
 FL0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0576.degrees latitude (g = 980.6199 gals.).
 FL0576
 FL0576.The modeled gravity was interpolated from observed gravity values.
 FL0576
 FL0576;                    North         East    Units  Estimated Accuracy
 FL0576;SPC TX N     - 1,197,080.      275,400.      MT  (+/- 180 meters Scaled)
 FL0576
 FL0576                          SUPERSEDED SURVEY CONTROL
 FL0576
 FL0576  NGVD 29 (??/??/92)  927.283  (m)         3042.26   (f) ADJ UNCH    2 0
 FL0576
 FL0576.Superseded values are not recommended for survey control.
 FL0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0576.See file dsdata.txt to determine how the superseded data were derived.
 FL0576
 FL0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE494601(NAD 83)
 FL0576_MARKER: DB = BENCH MARK DISK
 FL0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0576_STAMPING: P 543 1935
 FL0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0576+STABILITY: SURFACE MOTION
 FL0576
 FL0576  HISTORY     - Date     Condition        Report By
 FL0576  HISTORY     - 1935     MONUMENTED       CGS
 FL0576  HISTORY     - 1972     GOOD             USGS
 FL0576
 FL0576                          STATION DESCRIPTION
 FL0576
 FL0576'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0576'7.9 MI NE FROM MIAMI.
 FL0576'4.9 MI.  NW ALONG STATE HWY.  283, FROM THE POST OFFICE AT MIAMI,
 FL0576'THENCE 3.0 MI.  NE ALONG A GRADED RD., 1158 FT.  S. OF RD.  CATTLE
 FL0576'GUARD, 65 FT. E. OF THE CENTERLINE OF RD., 7.1 FT.  E. OF A N-S FE.,
 FL0576'1.0 FT.  W. OF A METAL WITNESS SIGN.  A STANDARD DISK STAMPED P 543
 FL0576'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0553 ***********************************************************************
 FL0553  DESIGNATION -  P 544
 FL0553  PID         -  FL0553
 FL0553  STATE/COUNTY-  TX/ROBERTS
 FL0553  USGS QUAD   -  DRY CREEK NE (1971)
 FL0553
 FL0553                         *CURRENT SURVEY CONTROL
 FL0553  ___________________________________________________________________
 FL0553* NAD 83(1986)-  35 54 14.     (N)    100 45 02.     (W)     SCALED    
 FL0553* NAVD 88     -       845.780  (meters)    2774.86   (feet)  ADJUSTED  
 FL0553  ___________________________________________________________________
 FL0553  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FL0553  DYNAMIC HT  -         844.863 (meters)    2771.85  (feet)  COMP
 FL0553  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 FL0553
 FL0553  VERT ORDER  -  SECOND    CLASS 0
 FL0553
 FL0553.The horizontal coordinates were scaled from a topographic map and have
 FL0553.an estimated accuracy of +/- 6 seconds.
 FL0553
 FL0553.The orthometric height was determined by differential leveling
 FL0553.and adjusted by the National Geodetic Survey in June 1991..
 FL0553
 FL0553.The geoid height was determined by GEOID03.
 FL0553
 FL0553.The dynamic height is computed by dividing the NAVD 88
 FL0553.geopotential number by the normal gravity value computed on the
 FL0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0553.degrees latitude (g = 980.6199 gals.).
 FL0553
 FL0553.The modeled gravity was interpolated from observed gravity values.
 FL0553
 FL0553;                    North         East    Units  Estimated Accuracy
 FL0553;SPC TX N     - 1,211,470.      267,650.      MT  (+/- 180 meters Scaled)
 FL0553
 FL0553                          SUPERSEDED SURVEY CONTROL
 FL0553
 FL0553  NGVD 29 (??/??/92)  845.406  (m)         2773.64   (f) ADJ UNCH    2 0
 FL0553
 FL0553.Superseded values are not recommended for survey control.
 FL0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0553.See file dsdata.txt to determine how the superseded data were derived.
 FL0553
 FL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE420747(NAD 83)
 FL0553_MARKER: DB = BENCH MARK DISK
 FL0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0553_STAMPING: P 544 1935
 FL0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0553+STABILITY: SURFACE MOTION
 FL0553
 FL0553  HISTORY     - Date     Condition        Report By
 FL0553  HISTORY     - 1935     MONUMENTED       CGS
 FL0553  HISTORY     - 1972     GOOD             USGS
 FL0553
 FL0553                          STATION DESCRIPTION
 FL0553
 FL0553'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0553'19.6 MI NW FROM MIAMI.
 FL0553'11.0 MI. NW ALONG FARM RD. 283, FROM THE POST OFFICE AT MIAMI, ROBERTS
 FL0553'CO., THENCE 8.5 MI. N. ALONG A GRADED RD., TO A RD. JCT. W., 78 FT. N.
 FL0553'AND 250 FT. W. OF RD. JCT., 8.0 FT N. OF RD. W.  A STANDARD DISK
 FL0553'STAMPED P 544 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0969 ***********************************************************************
 FL0969  DESIGNATION -  P 545
 FL0969  PID         -  FL0969
 FL0969  STATE/COUNTY-  TX/CARSON
 FL0969  USGS QUAD   -  CUYLER (1978)
 FL0969
 FL0969                         *CURRENT SURVEY CONTROL
 FL0969  ___________________________________________________________________
 FL0969* NAD 83(1986)-  35 27 11.     (N)    101 15 26.     (W)     SCALED    
 FL0969* NAVD 88     -      1040.777  (meters)    3414.62   (feet)  ADJUSTED  
 FL0969  ___________________________________________________________________
 FL0969  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0969  DYNAMIC HT  -        1039.589 (meters)    3410.72  (feet)  COMP
 FL0969  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 FL0969
 FL0969  VERT ORDER  -  SECOND    CLASS 0
 FL0969
 FL0969.The horizontal coordinates were scaled from a topographic map and have
 FL0969.an estimated accuracy of +/- 6 seconds.
 FL0969
 FL0969.The orthometric height was determined by differential leveling
 FL0969.and adjusted by the National Geodetic Survey in June 1991..
 FL0969
 FL0969.The geoid height was determined by GEOID03.
 FL0969
 FL0969.The dynamic height is computed by dividing the NAVD 88
 FL0969.geopotential number by the normal gravity value computed on the
 FL0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0969.degrees latitude (g = 980.6199 gals.).
 FL0969
 FL0969.The modeled gravity was interpolated from observed gravity values.
 FL0969
 FL0969;                    North         East    Units  Estimated Accuracy
 FL0969;SPC TX N     - 1,161,220.      222,040.      MT  (+/- 180 meters Scaled)
 FL0969
 FL0969                          SUPERSEDED SURVEY CONTROL
 FL0969
 FL0969  NGVD 29 (??/??/92) 1040.307  (m)         3413.07   (f) ADJ UNCH    2 0
 FL0969
 FL0969.Superseded values are not recommended for survey control.
 FL0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0969.See file dsdata.txt to determine how the superseded data were derived.
 FL0969
 FL0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE951256(NAD 83)
 FL0969_MARKER: DB = BENCH MARK DISK
 FL0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0969_STAMPING: P 545 1935
 FL0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0969+STABILITY: SURFACE MOTION
 FL0969
 FL0969  HISTORY     - Date     Condition        Report By
 FL0969  HISTORY     - 1935     MONUMENTED       CGS
 FL0969  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0969
 FL0969                          STATION DESCRIPTION
 FL0969
 FL0969'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0969'5.7 MI SW FROM WHITE DEER.
 FL0969'5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 FL0969'WHITE DEER, CARSON COUNTY, 5.7 MILES NORTH ALONG A GRADED ROAD.  0.8
 FL0969'MILE NORTH OF A ROAD JUNCTION, 0.2 MILE SOUTH OF A ROAD INTERSECTION,
 FL0969'24.5 FEET WEST OF THE CENTERELINE OF THE ROAD, AND 1.3 FEET WEST OF
 FL0969'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 545 1935 AND SET
 FL0969'IN THE TOP OF A CONCRETE POST.  NOTE-- MARK WAS PROBABLY DESTROYED BY
 FL0969'ROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0684 ***********************************************************************
 FL0684  DESIGNATION -  P 546
 FL0684  PID         -  FL0684
 FL0684  STATE/COUNTY-  TX/HEMPHILL
 FL0684  USGS QUAD   -  LORA (1967)
 FL0684
 FL0684                         *CURRENT SURVEY CONTROL
 FL0684  ___________________________________________________________________
 FL0684* NAD 83(1986)-  35 40 22.     (N)    100 32 39.     (W)     SCALED    
 FL0684* NAVD 88     -       897.112  (meters)    2943.28   (feet)  ADJUSTED  
 FL0684  ___________________________________________________________________
 FL0684  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FL0684  DYNAMIC HT  -         896.123 (meters)    2940.03  (feet)  COMP
 FL0684  MODELED GRAV-     979,500.4   (mgal)                       NAVD 88
 FL0684
 FL0684  VERT ORDER  -  SECOND    CLASS 0
 FL0684
 FL0684.The horizontal coordinates were scaled from a topographic map and have
 FL0684.an estimated accuracy of +/- 6 seconds.
 FL0684
 FL0684.The orthometric height was determined by differential leveling
 FL0684.and adjusted by the National Geodetic Survey in June 1991..
 FL0684
 FL0684.The geoid height was determined by GEOID03.
 FL0684
 FL0684.The dynamic height is computed by dividing the NAVD 88
 FL0684.geopotential number by the normal gravity value computed on the
 FL0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0684.degrees latitude (g = 980.6199 gals.).
 FL0684
 FL0684.The modeled gravity was interpolated from observed gravity values.
 FL0684
 FL0684;                    North         East    Units  Estimated Accuracy
 FL0684;SPC TX N     - 1,185,990.      286,530.      MT  (+/- 180 meters Scaled)
 FL0684
 FL0684                          SUPERSEDED SURVEY CONTROL
 FL0684
 FL0684  NGVD 29 (??/??/92)  896.733  (m)         2942.03   (f) ADJ UNCH    2 0
 FL0684
 FL0684.Superseded values are not recommended for survey control.
 FL0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0684.See file dsdata.txt to determine how the superseded data were derived.
 FL0684
 FL0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE602487(NAD 83)
 FL0684_MARKER: DB = BENCH MARK DISK
 FL0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0684_STAMPING: P-546 1935
 FL0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0684+STABILITY: SURFACE MOTION
 FL0684
 FL0684  HISTORY     - Date     Condition        Report By
 FL0684  HISTORY     - 1935     MONUMENTED       CGS
 FL0684
 FL0684                          STATION DESCRIPTION
 FL0684
 FL0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0684'10.7 MI SE FROM MIAMI.
 FL0684'TO REACH BENCHMARK FROM COURT HOUSE GO 5.5 MILES EAST ALONG U.S.
 FL0684'HIGHWAY NO. 60, THENCE 5.2 MILES SOUTH ALONG GRADED ROAD.  BENCHMARK
 FL0684'IS 3.3 MILES NORTH OF T-ROAD JUNCTION.  0.1 MILE SOUTH OF CITIES
 FL0684'SERVICE PIPE LINE UNDER-CROSS.  27.4 FEET EAST OF CENTER-LINE OF
 FL0684'GRADED ROAD.  1.4 FEET WEST OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2092 ***********************************************************************
 FL2092  DESIGNATION -  P 546 RESET
 FL2092  PID         -  FL2092
 FL2092  STATE/COUNTY-  TX/ROBERTS
 FL2092  USGS QUAD   -  LORA (1967)
 FL2092
 FL2092                         *CURRENT SURVEY CONTROL
 FL2092  ___________________________________________________________________
 FL2092* NAD 83(1986)-  35 40 22.     (N)    100 32 39.     (W)     SCALED    
 FL2092* NAVD 88     -       897.12   (meters)    2943.3    (feet)  RESET     
 FL2092  ___________________________________________________________________
 FL2092  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FL2092
 FL2092  VERT ORDER  -  THIRD
 FL2092
 FL2092.The horizontal coordinates were scaled from a topographic map and have
 FL2092.an estimated accuracy of +/- 6 seconds.
 FL2092
 FL2092.The orthometric height was computed from unverified reset data.
 FL2092
 FL2092.The geoid height was determined by GEOID03.
 FL2092
 FL2092;                    North         East    Units  Estimated Accuracy
 FL2092;SPC TX N     - 1,185,990.      286,530.      MT  (+/- 180 meters Scaled)
 FL2092
 FL2092                          SUPERSEDED SURVEY CONTROL
 FL2092
 FL2092  NGVD 29 (01/29/03)  896.74   (m)         2942.1    (f) RESET       3  
 FL2092
 FL2092.Superseded values are not recommended for survey control.
 FL2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2092.See file dsdata.txt to determine how the superseded data were derived.
 FL2092
 FL2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE602487(NAD 83)
 FL2092_MARKER: DV = VERTICAL CONTROL DISK
 FL2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2092_SP_SET: CONCRETE POST
 FL2092_STAMPING: P 546 RESET 1978
 FL2092_MARK LOGO: NGS   
 FL2092_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2092+STABILITY: SURFACE MOTION
 FL2092
 FL2092  HISTORY     - Date     Condition        Report By
 FL2092  HISTORY     - 1978     MONUMENTED       TXHD
 FL2092
 FL2092                          STATION DESCRIPTION
 FL2092
 FL2092'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1978
 FL2092'5.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE COURTHOUSE IN
 FL2092'MIAMI, THENCE 4.7 MILES SOUTH ALONG A GRADED ROAD, THENCE 0.5 MILES
 FL2092'SOUTH ALONG FARM TO MARKET HIGHWAY 3367, 3.5 MILES NORTH OF
 FL2092'INTERSECTION OF FARM TO MARKET HIGHWAYS 1268 AND 3367, 0.2 MILE SOUTH
 FL2092'OF HIGHWAY CROSSING OF A CITIES SERVICE PIPELINE, 316 FEET SOUTH OF A
 FL2092'24-INCH PIPE CULVERT, 49 FEET EAST OF THE CENTERLINE OF FARM TO
 FL2092'MARKET HIGHWAYS 3367, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0483 ***********************************************************************
 FL0483  DESIGNATION -  P 547
 FL0483  PID         -  FL0483
 FL0483  STATE/COUNTY-  TX/GRAY
 FL0483  USGS QUAD   -  LEFORS (1967)
 FL0483
 FL0483                         *CURRENT SURVEY CONTROL
 FL0483  ___________________________________________________________________
 FL0483* NAD 83(1986)-  35 26 51.     (N)    100 45 11.     (W)     SCALED    
 FL0483* NAVD 88     -       851.143  (meters)    2792.46   (feet)  ADJUSTED  
 FL0483  ___________________________________________________________________
 FL0483  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL0483  DYNAMIC HT  -         850.231 (meters)    2789.47  (feet)  COMP
 FL0483  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 FL0483
 FL0483  VERT ORDER  -  SECOND    CLASS 0
 FL0483
 FL0483.The horizontal coordinates were scaled from a topographic map and have
 FL0483.an estimated accuracy of +/- 6 seconds.
 FL0483
 FL0483.The orthometric height was determined by differential leveling
 FL0483.and adjusted by the National Geodetic Survey in June 1991..
 FL0483
 FL0483.The geoid height was determined by GEOID03.
 FL0483
 FL0483.The dynamic height is computed by dividing the NAVD 88
 FL0483.geopotential number by the normal gravity value computed on the
 FL0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0483.degrees latitude (g = 980.6199 gals.).
 FL0483
 FL0483.The modeled gravity was interpolated from observed gravity values.
 FL0483
 FL0483;                    North         East    Units  Estimated Accuracy
 FL0483;SPC TX N     - 1,160,840.      267,810.      MT  (+/- 180 meters Scaled)
 FL0483
 FL0483                          SUPERSEDED SURVEY CONTROL
 FL0483
 FL0483  NGVD 29 (??/??/92)  850.779  (m)         2791.26   (f) ADJ UNCH    2 0
 FL0483
 FL0483.Superseded values are not recommended for survey control.
 FL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0483.See file dsdata.txt to determine how the superseded data were derived.
 FL0483
 FL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE408240(NAD 83)
 FL0483_MARKER: Z = SEE DESCRIPTION
 FL0483_SETTING: 0 = UNSPECIFIED SETTING
 FL0483_STAMPING: P 547 1935
 FL0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0483
 FL0483  HISTORY     - Date     Condition        Report By
 FL0483  HISTORY     - 1935     MONUMENTED       CGS
 FL0483  HISTORY     - 1943     GOOD             NGS
 FL0483  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL0483
 FL0483                          STATION DESCRIPTION
 FL0483
 FL0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0483'3.2 MI NE FROM LEFORS.
 FL0483'ABOUT 2.0 MILES EAST AND 1.2 MILE NORTH FROM THE POST OFFICE AT
 FL0483'LEFORS, GRAY COUNTY, 0.4 MILE SOUTH OF THE LEFORS CARBON BLACK PLANT,
 FL0483'0.3 MILE NORTHEAST OF A CREEK, 0.1 MILE SOUTH OF A EAST-WEST POWER
 FL0483'LINE, AT A JUNCTION OF THE ROAD, 31.2 FEET SOUTHEAST OF THE CENTER
 FL0483'LINE OF A SOUTHWEST-NORTHEAST ROAD, 37.5 FEET WEST OF THE CENTER LINE
 FL0483'OF THE NORTH-SOUTH ROAD, 2.0 FEET WEST OF A WHITE REFERENCE POST.
 FL0483
 FL0483                          STATION RECOVERY (1962)
 FL0483
 FL0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0107 ***********************************************************************
 FL0107  DESIGNATION -  P 548
 FL0107  PID         -  FL0107
 FL0107  STATE/COUNTY-  TX/WHEELER
 FL0107  USGS QUAD   -  BRISCOE (1963)
 FL0107
 FL0107                         *CURRENT SURVEY CONTROL
 FL0107  ___________________________________________________________________
 FL0107* NAD 83(1986)-  35 33 29.     (N)    100 22 23.     (W)     SCALED    
 FL0107* NAVD 88     -       811.961  (meters)    2663.91   (feet)  ADJUSTED  
 FL0107  ___________________________________________________________________
 FL0107  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FL0107  DYNAMIC HT  -         811.077 (meters)    2661.01  (feet)  COMP
 FL0107  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 FL0107
 FL0107  VERT ORDER  -  SECOND    CLASS 0
 FL0107
 FL0107.The horizontal coordinates were scaled from a topographic map and have
 FL0107.an estimated accuracy of +/- 6 seconds.
 FL0107
 FL0107.The orthometric height was determined by differential leveling
 FL0107.and adjusted by the National Geodetic Survey in June 1991..
 FL0107
 FL0107.The geoid height was determined by GEOID03.
 FL0107
 FL0107.The dynamic height is computed by dividing the NAVD 88
 FL0107.geopotential number by the normal gravity value computed on the
 FL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0107.degrees latitude (g = 980.6199 gals.).
 FL0107
 FL0107.The modeled gravity was interpolated from observed gravity values.
 FL0107
 FL0107;                    North         East    Units  Estimated Accuracy
 FL0107;SPC TX N     - 1,173,430.      302,160.      MT  (+/- 180 meters Scaled)
 FL0107
 FL0107                          SUPERSEDED SURVEY CONTROL
 FL0107
 FL0107  NGVD 29 (??/??/92)  811.616  (m)         2662.78   (f) ADJ UNCH    2 0
 FL0107
 FL0107.Superseded values are not recommended for survey control.
 FL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0107.See file dsdata.txt to determine how the superseded data were derived.
 FL0107
 FL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE755357(NAD 83)
 FL0107_MARKER: DB = BENCH MARK DISK
 FL0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0107_STAMPING: P-548 1935
 FL0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0107+STABILITY: SURFACE MOTION
 FL0107
 FL0107  HISTORY     - Date     Condition        Report By
 FL0107  HISTORY     - 1935     MONUMENTED       CGS
 FL0107  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0107
 FL0107                          STATION DESCRIPTION
 FL0107
 FL0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0107'3.9 MI E FROM MOBEETIE.
 FL0107'3.9 MILES EAST ALONG A.T. AND S.F. RAILROAD BETWEEN PAMPA AND GAGEBY.
 FL0107'0.3 MILE EAST OF MILE POST NO. 34.  APPROXIMATELY 1000 FEET WEST OF
 FL0107'WATER PURIFICATION PLANT.  105.0 FEET SOUTHWEST OF PUMPING STATION.
 FL0107'32.2 FEET NORTH OF NORTH RAIL.  2.5 FEET SOUTH OF RIGHT OF WAY FENCE.
 FL0107
 FL0107                          STATION RECOVERY (1963)
 FL0107
 FL0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0354 ***********************************************************************
 BL0354  DESIGNATION -  P 55
 BL0354  PID         -  BL0354
 BL0354  STATE/COUNTY-  TX/LIBERTY
 BL0354  USGS QUAD   -  DAYTON (1984)
 BL0354
 BL0354                         *CURRENT SURVEY CONTROL
 BL0354  ___________________________________________________________________
 BL0354* NAD 83(1986)-  30 01 07.     (N)    094 55 35.     (W)     SCALED    
 BL0354* NAVD 88     -        20.853  (meters)      68.42   (feet)  ADJUSTED  
 BL0354  ___________________________________________________________________
 BL0354  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0354  DYNAMIC HT  -          20.825 (meters)      68.32  (feet)  COMP
 BL0354  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 BL0354  OBS GRAVITY -     979,306.6   (mgal)                       GRAV_OBS
 BL0354
 BL0354  VERT ORDER  -  FIRST     CLASS II
 BL0354
 BL0354.The horizontal coordinates were scaled from a topographic map and have
 BL0354.an estimated accuracy of +/- 6 seconds.
 BL0354
 BL0354.The orthometric height was determined by differential leveling
 BL0354.and adjusted by the National Geodetic Survey in June 1991..
 BL0354
 BL0354.The geoid height was determined by GEOID03.
 BL0354
 BL0354.The dynamic height is computed by dividing the NAVD 88
 BL0354.geopotential number by the normal gravity value computed on the
 BL0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0354.degrees latitude (g = 980.6199 gals.).
 BL0354
 BL0354.The modeled gravity was interpolated from observed gravity values.
 BL0354.The observed gravity was obtained from relative gravimeter ties
 BL0354.to the IGSN71 gravity network.
 BL0354
 BL0354;                    North         East    Units  Estimated Accuracy
 BL0354;SPC TX C     - 3,051,690.    1,221,410.      MT  (+/- 180 meters Scaled)
 BL0354
 BL0354                          SUPERSEDED SURVEY CONTROL
 BL0354
 BL0354  NGVD 29 (12/23/87)   20.854  (m)           68.42   (f) ADJUSTED    1 2
 BL0354
 BL0354.Superseded values are not recommended for survey control.
 BL0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0354.See file dsdata.txt to determine how the superseded data were derived.
 BL0354
 BL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP142224(NAD 83)
 BL0354_MARKER: DB = BENCH MARK DISK
 BL0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0354_SP_SET: CONCRETE POST
 BL0354_STAMPING: P 55 1918 ELEV 69.554 FT
 BL0354_MARK LOGO: CGS   
 BL0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0354+STABILITY: SURFACE MOTION
 BL0354
 BL0354  HISTORY     - Date     Condition        Report By
 BL0354  HISTORY     - 1918     MONUMENTED       CGS
 BL0354  HISTORY     - 1972     GOOD             NGS
 BL0354  HISTORY     - 1978     GOOD             NGS
 BL0354  HISTORY     - 1987     GOOD             NGS
 BL0354  HISTORY     - 1990     GOOD             USPSQD
 BL0354  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0354  HISTORY     - 20050216 MARK NOT FOUND   USPSQD
 BL0354  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0354
 BL0354                          STATION DESCRIPTION
 BL0354
 BL0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0354'2.8 MI SW FROM DAYTON.
 BL0354'ABOUT 2.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 90 FROM THE HIGH SCHOOL
 BL0354'AT DAYTON, 124 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 BL0354'BOUND LANE OF THE HIGHWAY, ALONG THE SOUTHERN PACIFIC RAILROAD
 BL0354'RIGHT-OF-WAY, 36.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 114 1/2 FEET
 BL0354'NORTH OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL FOR A
 BL0354'10-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 10 1/2 FEET NORTHEAST
 BL0354'OF THE 7TH TELEGRAPH POLE NORTHEAST OF RAILROAD MILEPOST 330, 1.5 FEET
 BL0354'NORTH OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 BL0354'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BL0354
 BL0354                          STATION RECOVERY (1978)
 BL0354
 BL0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0354'RECOVERED IN GOOD CONDITION.
 BL0354
 BL0354                          STATION RECOVERY (1987)
 BL0354
 BL0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0354'RECOVERED IN GOOD CONDITION.  ADD--ROD HELD OVER R OF SURVEY.
 BL0354
 BL0354                          STATION RECOVERY (1990)
 BL0354
 BL0354'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0354'RECOVERED IN GOOD CONDITION.
 BL0354
 BL0354                          STATION RECOVERY (1996)
 BL0354
 BL0354'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0354'MARK NOT FOUND.
 BL0354
 BL0354                          STATION RECOVERY (2005)
 BL0354
 BL0354'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0354'MARK NOT FOUND.
 BL0354
 BL0354                          STATION RECOVERY (2005)
 BL0354
 BL0354'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0474 ***********************************************************************
 FL0474  DESIGNATION -  P 550
 FL0474  PID         -  FL0474
 FL0474  STATE/COUNTY-  TX/GRAY
 FL0474  USGS QUAD   -  POND CREEK (1976)
 FL0474
 FL0474                         *CURRENT SURVEY CONTROL
 FL0474  ___________________________________________________________________
 FL0474* NAD 83(1986)-  35 26 04.     (N)    100 35 33.     (W)     SCALED    
 FL0474* NAVD 88     -       839.013  (meters)    2752.66   (feet)  ADJUSTED  
 FL0474  ___________________________________________________________________
 FL0474  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FL0474  DYNAMIC HT  -         838.128 (meters)    2749.76  (feet)  COMP
 FL0474  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 FL0474
 FL0474  VERT ORDER  -  SECOND    CLASS 0
 FL0474
 FL0474.The horizontal coordinates were scaled from a topographic map and have
 FL0474.an estimated accuracy of +/- 6 seconds.
 FL0474
 FL0474.The orthometric height was determined by differential leveling
 FL0474.and adjusted by the National Geodetic Survey in June 1991..
 FL0474
 FL0474.The geoid height was determined by GEOID03.
 FL0474
 FL0474.The dynamic height is computed by dividing the NAVD 88
 FL0474.geopotential number by the normal gravity value computed on the
 FL0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0474.degrees latitude (g = 980.6199 gals.).
 FL0474
 FL0474.The modeled gravity was interpolated from observed gravity values.
 FL0474
 FL0474;                    North         East    Units  Estimated Accuracy
 FL0474;SPC TX N     - 1,159,510.      282,400.      MT  (+/- 180 meters Scaled)
 FL0474
 FL0474                          SUPERSEDED SURVEY CONTROL
 FL0474
 FL0474  NGVD 29 (??/??/92)  838.679  (m)         2751.57   (f) ADJ UNCH    2 0
 FL0474
 FL0474.Superseded values are not recommended for survey control.
 FL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0474.See file dsdata.txt to determine how the superseded data were derived.
 FL0474
 FL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE554223(NAD 83)
 FL0474_MARKER: DB = BENCH MARK DISK
 FL0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0474_STAMPING: P 550 1935
 FL0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0474+STABILITY: SURFACE MOTION
 FL0474
 FL0474  HISTORY     - Date     Condition        Report By
 FL0474  HISTORY     - 1935     MONUMENTED       CGS
 FL0474  HISTORY     - 1968     MARK NOT FOUND   NGS
 FL0474
 FL0474                          STATION DESCRIPTION
 FL0474
 FL0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FL0474'3.2 MI N FROM DENWORTH.
 FL0474'ABOUT 3.2 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 FL0474'DENWORTH, GRAY COUNTY, ON A SMALL SANDY HILL, 33.8 FEET WEST OF THE
 FL0474'CENTERLINE OF THE ROAD, AND 1.6 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 FL0474'STANDARD DISK, STAMPED P 550 1935 AND SET IN THE TOP OF A CONCRETE
 FL0474'POST.  NOTE-- THE GRADED ROAD IS NOW F. M. ROAD 2857 A SURFACED ROAD,
 FL0474'AND THE RIGHT-OF-WAY HAS BEEN WIDENED.  THE DISTANCE FROM THE CENTER
 FL0474'LINE OF ROAD AS DESCRIBED ABOVE WOULD HAVE THE MARK IN THE GRADER
 FL0474'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0935 ***********************************************************************
 FL0935  DESIGNATION -  P 551
 FL0935  PID         -  FL0935
 FL0935  STATE/COUNTY-  TX/GRAY
 FL0935  USGS QUAD   -  KINGSMILL (1966)
 FL0935
 FL0935                         *CURRENT SURVEY CONTROL
 FL0935  ___________________________________________________________________
 FL0935* NAD 83(1986)-  35 28 12.     (N)    101 03 39.     (W)     SCALED    
 FL0935* NAVD 88     -      1004.950  (meters)    3297.07   (feet)  ADJUSTED  
 FL0935  ___________________________________________________________________
 FL0935  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL0935  DYNAMIC HT  -        1003.832 (meters)    3293.41  (feet)  COMP
 FL0935  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 FL0935
 FL0935  VERT ORDER  -  SECOND    CLASS 0
 FL0935
 FL0935.The horizontal coordinates were scaled from a topographic map and have
 FL0935.an estimated accuracy of +/- 6 seconds.
 FL0935
 FL0935.The orthometric height was determined by differential leveling
 FL0935.and adjusted by the National Geodetic Survey in June 1991..
 FL0935
 FL0935.The geoid height was determined by GEOID03.
 FL0935
 FL0935.The dynamic height is computed by dividing the NAVD 88
 FL0935.geopotential number by the normal gravity value computed on the
 FL0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0935.degrees latitude (g = 980.6199 gals.).
 FL0935
 FL0935.The modeled gravity was interpolated from observed gravity values.
 FL0935
 FL0935;                    North         East    Units  Estimated Accuracy
 FL0935;SPC TX N     - 1,163,170.      239,860.      MT  (+/- 180 meters Scaled)
 FL0935
 FL0935                          SUPERSEDED SURVEY CONTROL
 FL0935
 FL0935  NGVD 29 (??/??/92) 1004.528  (m)         3295.69   (f) ADJ UNCH    2 0
 FL0935
 FL0935.Superseded values are not recommended for survey control.
 FL0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0935.See file dsdata.txt to determine how the superseded data were derived.
 FL0935
 FL0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE130271(NAD 83)
 FL0935_MARKER: DB = BENCH MARK DISK
 FL0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0935_STAMPING: P 551 1935
 FL0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0935+STABILITY: SURFACE MOTION
 FL0935
 FL0935  HISTORY     - Date     Condition        Report By
 FL0935  HISTORY     - 1935     MONUMENTED       CGS
 FL0935  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0935
 FL0935                          STATION DESCRIPTION
 FL0935
 FL0935'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0935'0.2 MI E FROM KINGS MILL.
 FL0935'0.2 MILE EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT KINGS MILL,
 FL0935'GRAY COUNTY, 1.1 MILES SOUTH ALONG ANOTHER GRADED ROAD.  0.5 MILE
 FL0935'NORTH OF A WHITE FARMHOUSE, 36.7 FEET WEST OF THE CENTERLINE OF THE
 FL0935'ROAD, 14.5 FEET NORTH OF AN IRON AUTOMOBILE-GATE, AND 3.3 FEET WEST OF
 FL0935'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 551 1935 AND SET
 FL0935'IN THE TOP OF A CONCRETE POST.  NOTE-- MARK MAY HAVE BEEN DESTROYED BY
 FL0935'FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0846 ***********************************************************************
 FL0846  DESIGNATION -  P 552
 FL0846  PID         -  FL0846
 FL0846  STATE/COUNTY-  TX/CARSON
 FL0846  USGS QUAD   -  SKELLYTOWN (1978)
 FL0846
 FL0846                         *CURRENT SURVEY CONTROL
 FL0846  ___________________________________________________________________
 FL0846* NAD 83(1986)-  35 30 38.     (N)    101 10 37.     (W)     SCALED    
 FL0846* NAVD 88     -      1018.284  (meters)    3340.82   (feet)  ADJUSTED  
 FL0846  ___________________________________________________________________
 FL0846  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL0846  DYNAMIC HT  -        1017.151 (meters)    3337.10  (feet)  COMP
 FL0846  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 FL0846
 FL0846  VERT ORDER  -  SECOND    CLASS 0
 FL0846
 FL0846.The horizontal coordinates were scaled from a topographic map and have
 FL0846.an estimated accuracy of +/- 6 seconds.
 FL0846
 FL0846.The orthometric height was determined by differential leveling
 FL0846.and adjusted by the National Geodetic Survey in June 1991..
 FL0846
 FL0846.The geoid height was determined by GEOID03.
 FL0846
 FL0846.The dynamic height is computed by dividing the NAVD 88
 FL0846.geopotential number by the normal gravity value computed on the
 FL0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0846.degrees latitude (g = 980.6199 gals.).
 FL0846
 FL0846.The modeled gravity was interpolated from observed gravity values.
 FL0846
 FL0846;                    North         East    Units  Estimated Accuracy
 FL0846;SPC TX N     - 1,167,620.      229,300.      MT  (+/- 180 meters Scaled)
 FL0846
 FL0846                          SUPERSEDED SURVEY CONTROL
 FL0846
 FL0846  NGVD 29 (??/??/92) 1017.851  (m)         3339.40   (f) ADJ UNCH    2 0
 FL0846
 FL0846.Superseded values are not recommended for survey control.
 FL0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0846.See file dsdata.txt to determine how the superseded data were derived.
 FL0846
 FL0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE025318(NAD 83)
 FL0846_MARKER: DB = BENCH MARK DISK
 FL0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0846_STAMPING: P 552 1935
 FL0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0846+STABILITY: SURFACE MOTION
 FL0846
 FL0846  HISTORY     - Date     Condition        Report By
 FL0846  HISTORY     - 1935     MONUMENTED       CGS
 FL0846  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0846
 FL0846                          STATION DESCRIPTION
 FL0846
 FL0846'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0846'4.3 MI S FROM SKELLYTOWN.
 FL0846'4.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0846'STATION AT SKELLYTOWN, CARSON COUNTY, 275 FEET NORTH OF GILMORE
 FL0846'STATION, 32 RAILS SOUTH OF MILEPOST 6, 180 FEET NORTHWEST OF A
 FL0846'WINDMILL, 96 FEET WEST OF THE WEST MAIN RAIL, 25 FEET WEST OF A POLE,
 FL0846'AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED P
 FL0846'552 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0416 ***********************************************************************
 FL0416  DESIGNATION -  P 553
 FL0416  PID         -  FL0416
 FL0416  STATE/COUNTY-  TX/GRAY
 FL0416  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0416
 FL0416                         *CURRENT SURVEY CONTROL
 FL0416  ___________________________________________________________________
 FL0416* NAD 83(1986)-  35 17 37.     (N)    100 42 37.     (W)     SCALED    
 FL0416* NAVD 88     -       851.852  (meters)    2794.78   (feet)  ADJUSTED  
 FL0416  ___________________________________________________________________
 FL0416  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL0416  DYNAMIC HT  -         850.940 (meters)    2791.79  (feet)  COMP
 FL0416  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 FL0416
 FL0416  VERT ORDER  -  SECOND    CLASS 0
 FL0416
 FL0416.The horizontal coordinates were scaled from a topographic map and have
 FL0416.an estimated accuracy of +/- 6 seconds.
 FL0416
 FL0416.The orthometric height was determined by differential leveling
 FL0416.and adjusted by the National Geodetic Survey in June 1991..
 FL0416
 FL0416.The geoid height was determined by GEOID03.
 FL0416
 FL0416.The dynamic height is computed by dividing the NAVD 88
 FL0416.geopotential number by the normal gravity value computed on the
 FL0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0416.degrees latitude (g = 980.6199 gals.).
 FL0416
 FL0416.The modeled gravity was interpolated from observed gravity values.
 FL0416
 FL0416;                    North         East    Units  Estimated Accuracy
 FL0416;SPC TX N     - 1,143,800.      271,830.      MT  (+/- 180 meters Scaled)
 FL0416
 FL0416                          SUPERSEDED SURVEY CONTROL
 FL0416
 FL0416  NGVD 29 (??/??/92)  851.503  (m)         2793.64   (f) ADJ UNCH    2 0
 FL0416
 FL0416.Superseded values are not recommended for survey control.
 FL0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0416.See file dsdata.txt to determine how the superseded data were derived.
 FL0416
 FL0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE444069(NAD 83)
 FL0416_MARKER: DB = BENCH MARK DISK
 FL0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0416_STAMPING: P 533 1935
 FL0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0416+STABILITY: SURFACE MOTION
 FL0416
 FL0416  HISTORY     - Date     Condition        Report By
 FL0416  HISTORY     - 1935     MONUMENTED       CGS
 FL0416  HISTORY     - 1943     GOOD             NGS
 FL0416
 FL0416                          STATION DESCRIPTION
 FL0416
 FL0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0416'9.7 MI N FROM ALANREED.
 FL0416'9.7 MILES NORTH OF ALANREED, GRAY COUNTY.  THIS BENCH MARK MAY BE
 FL0416'REACHED FROM THE POST OFFICE BY GOING 2.6 MILES EAST ALONG U.S.
 FL0416'HIGHWAY 66, THENCE 2.0 MILES NORTH, 1.3 MILES WEST, AND 3.8 MILES
 FL0416'NORTH ALONG GRADED ROADS.  IT IS 0.5 MILE NORTH OF THE NORTH END OF
 FL0416'THE MCCLELLAN CREEK BRIDGE, 0.3 MILE SOUTH OF A WINDMILL, 0.15 MILE
 FL0416'NORTH OF THE JUNCTION OF A ROAD LEADING WEST, 25 FEET EAST OF THE
 FL0416'CENTERLINE OF THE ROAD, AND 1/2 FOOT NORTH OF A WHITE WOODEN WITNESS
 FL0416'POST.  A STANDARD DISK, STAMPED P 553 1935 AND SET IN THE TOP OF A
 FL0416'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0162 ***********************************************************************
 FL0162  DESIGNATION -  P 554
 FL0162  PID         -  FL0162
 FL0162  STATE/COUNTY-  TX/WHEELER
 FL0162  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0162
 FL0162                         *CURRENT SURVEY CONTROL
 FL0162  ___________________________________________________________________
 FL0162* NAD 83(1986)-  35 13 16.     (N)    100 20 50.     (W)     SCALED    
 FL0162* NAVD 88     -       735.349  (meters)    2412.56   (feet)  ADJUSTED  
 FL0162  ___________________________________________________________________
 FL0162  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL0162  DYNAMIC HT  -         734.578 (meters)    2410.03  (feet)  COMP
 FL0162  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 FL0162
 FL0162  VERT ORDER  -  FIRST     CLASS II
 FL0162
 FL0162.The horizontal coordinates were scaled from a topographic map and have
 FL0162.an estimated accuracy of +/- 6 seconds.
 FL0162
 FL0162.The orthometric height was determined by differential leveling
 FL0162.and adjusted by the National Geodetic Survey in June 1991..
 FL0162
 FL0162.The geoid height was determined by GEOID03.
 FL0162
 FL0162.The dynamic height is computed by dividing the NAVD 88
 FL0162.geopotential number by the normal gravity value computed on the
 FL0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0162.degrees latitude (g = 980.6199 gals.).
 FL0162
 FL0162.The modeled gravity was interpolated from observed gravity values.
 FL0162
 FL0162;                    North         East    Units  Estimated Accuracy
 FL0162;SPC TX N     - 1,136,080.      304,940.      MT  (+/- 180 meters Scaled)
 FL0162
 FL0162                          SUPERSEDED SURVEY CONTROL
 FL0162
 FL0162  NGVD 29 (??/??/92)  735.056  (m)         2411.60   (f) ADJ UNCH    1 2
 FL0162
 FL0162.Superseded values are not recommended for survey control.
 FL0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0162.See file dsdata.txt to determine how the superseded data were derived.
 FL0162
 FL0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD773983(NAD 83)
 FL0162_MARKER: DB = BENCH MARK DISK
 FL0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0162_STAMPING: P 554 1935
 FL0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0162+STABILITY: SURFACE MOTION
 FL0162
 FL0162  HISTORY     - Date     Condition        Report By
 FL0162  HISTORY     - 1935     MONUMENTED       CGS
 FL0162  HISTORY     - 1953     GOOD             NGS
 FL0162
 FL0162                          STATION DESCRIPTION
 FL0162
 FL0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0162'6.05 MI W FROM SHAMROCK.
 FL0162'6.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0162'FROM THE STATION AT SHAMROCK, 100 FEET NORTHEAST OF THE STATION SIGN
 FL0162'AT LELA, 98 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 0.25 MILE
 FL0162'WEST OF THE CROSSING OF FARM ROAD 1547, 12.6 FEET NORTH OF A FENCE,
 FL0162'28.8 FEET EAST OF A FENCE LEADING NORTH, 27 FEET EAST OF A 30 INCH
 FL0162'COTTONWOOD TREE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 FL0162'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1250 ***********************************************************************
 BL1250  DESIGNATION -  P 555
 BL1250  PID         -  BL1250
 BL1250  STATE/COUNTY-  TX/MONTGOMERY
 BL1250  USGS QUAD   -  CONROE (1976)
 BL1250
 BL1250                         *CURRENT SURVEY CONTROL
 BL1250  ___________________________________________________________________
 BL1250* NAD 83(1986)-  30 20 17.     (N)    095 25 52.     (W)     SCALED    
 BL1250* NAVD 88     -        72.219  (meters)     236.94   (feet)  ADJUSTED  
 BL1250  ___________________________________________________________________
 BL1250  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1250  DYNAMIC HT  -          72.123 (meters)     236.62  (feet)  COMP
 BL1250  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 BL1250
 BL1250  VERT ORDER  -  FIRST     CLASS I
 BL1250
 BL1250.The horizontal coordinates were scaled from a topographic map and have
 BL1250.an estimated accuracy of +/- 6 seconds.
 BL1250
 BL1250.The orthometric height was determined by differential leveling
 BL1250.and adjusted by the National Geodetic Survey in June 1991..
 BL1250
 BL1250.The geoid height was determined by GEOID03.
 BL1250
 BL1250.The dynamic height is computed by dividing the NAVD 88
 BL1250.geopotential number by the normal gravity value computed on the
 BL1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1250.degrees latitude (g = 980.6199 gals.).
 BL1250
 BL1250.The modeled gravity was interpolated from observed gravity values.
 BL1250
 BL1250;                    North         East    Units  Estimated Accuracy
 BL1250;SPC TX C     - 3,084,810.    1,171,210.      MT  (+/- 180 meters Scaled)
 BL1250
 BL1250                          SUPERSEDED SURVEY CONTROL
 BL1250
 BL1250  NGVD 29 (12/23/87)   72.222  (m)          236.95   (f) ADJUSTED    1 1
 BL1250
 BL1250.Superseded values are not recommended for survey control.
 BL1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1250.See file dsdata.txt to determine how the superseded data were derived.
 BL1250
 BL1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP662587(NAD 83)
 BL1250_MARKER: DB = BENCH MARK DISK
 BL1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1250_SP_SET: CONCRETE POST
 BL1250_STAMPING: P 555 1947
 BL1250_MARK LOGO: CGS   
 BL1250_PROJECTION: FLUSH
 BL1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1250+STABILITY: SURFACE MOTION
 BL1250
 BL1250  HISTORY     - Date     Condition        Report By
 BL1250  HISTORY     - 1947     MONUMENTED       CGS
 BL1250  HISTORY     - 1960     GOOD             NGS
 BL1250  HISTORY     - 1987     GOOD             NGS
 BL1250
 BL1250                          STATION DESCRIPTION
 BL1250
 BL1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL1250'2.85 MI NE FROM CONROE.
 BL1250'ABOUT 0.15 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL1250'STATION AT CONROE, THENCE 0.7 MILE EAST-NORTHEAST ALONG STATE HIGHWAY
 BL1250'105, THENCE 2.0 MILES NORTHEAST ALONG FARM ROAD ROAD 1484, 0.25 MILE
 BL1250'NORTH OF A TWO STORY HOUSE ON THE EAST SIDE OF THE ROAD, AT THE
 BL1250'JUNCTION WITH A GRADED DIRT ROAD LEADING NORTHEAST, 38 FEET WEST OF
 BL1250'THE CENTER LINE OF THE HIGHWAY, 58 FEET SOUTH OF THE EXTENDED CENTER
 BL1250'LINE OF THE GRADED DIRT ROAD, 1 1/2 FEET EAST OF A FENCE, 16 FEET
 BL1250'SOUTH OF A FENCE CORNER, 21 FEET SOUTH OF BRACED POWER POLE NO. 2124,
 BL1250'157 FEET NORTH OF THE NORTH CORNER OF A HOUSE, IN THE TOP OF A
 BL1250'CONCRETE POST PROJECTING 2-INCHES AND ABOUT 1 FOOT BELOW THE LEVEL OF
 BL1250'THE HIGHWAY.
 BL1250
 BL1250                          STATION RECOVERY (1987)
 BL1250
 BL1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1250'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.10
 BL1250'MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH
 BL1250'AVENUE A IN CONROE, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG STATE
 BL1250'HIGHWAY 105, THENCE 3.2 KM (2.00 MI) NORTHEAST ALONG FARM ROAD 1484,
 BL1250'29.1 M (95.5 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF ROOSTERS
 BL1250'GROCERY STORE, 11.6 M (38.1 FT) WEST OF THE CENTERLINE OF THE ROAD,
 BL1250'10.0 M (32.8 FT) NORTHEAST OF A UTILITY POLE WITH A TRANSFORMER, AND
 BL1250'6.4 M (21.0 FT) SOUTH OF UTILITY POLE NUMBER 2123.
 BL1250'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0761 ***********************************************************************
 BY0761  DESIGNATION -  P 556
 BY0761  PID         -  BY0761
 BY0761  STATE/COUNTY-  TX/ANGELINA
 BY0761  USGS QUAD   -  LUFKIN (1980)
 BY0761
 BY0761                         *CURRENT SURVEY CONTROL
 BY0761  ___________________________________________________________________
 BY0761* NAD 83(1986)-  31 18 29.     (N)    094 43 28.     (W)     SCALED    
 BY0761* NAVD 88     -        83.15   (+/-2cm)     272.8    (feet)  VERTCON   
 BY0761  ___________________________________________________________________
 BY0761  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BY0761
 BY0761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0761
 BY0761.The horizontal coordinates were scaled from a topographic map and have
 BY0761.an estimated accuracy of +/- 6 seconds.
 BY0761
 BY0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0761.The vertical order pertains to the NGVD 29 superseded value.
 BY0761
 BY0761.The geoid height was determined by GEOID03.
 BY0761
 BY0761;                    North         East    Units  Estimated Accuracy
 BY0761;SPC TX C     - 3,195,410.    1,233,660.      MT  (+/- 180 meters Scaled)
 BY0761
 BY0761                          SUPERSEDED SURVEY CONTROL
 BY0761
 BY0761  NGVD 29 (??/??/92)   83.197  (m)          272.96   (f) ADJ UNCH    2 0
 BY0761
 BY0761.Superseded values are not recommended for survey control.
 BY0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0761.See file dsdata.txt to determine how the superseded data were derived.
 BY0761
 BY0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ358650(NAD 83)
 BY0761_MARKER: DB = BENCH MARK DISK
 BY0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0761_STAMPING: P 556 1947
 BY0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0761+STABILITY: SURFACE MOTION
 BY0761
 BY0761  HISTORY     - Date     Condition        Report By
 BY0761  HISTORY     - 1947     MONUMENTED       CGS
 BY0761
 BY0761                          STATION DESCRIPTION
 BY0761
 BY0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0761'IN LUFKIN.
 BY0761'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0761'THENCE SOUTH 2.1 MILES ALONG U.S. HIGHWAY NO.59, THENCE EAST 0.1 MILE
 BY0761'ALONG FARM HIGHWAY NO.58, AT THE LUFKIN WEATHER STATION, 100.4 FEET
 BY0761'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A LONE 24 INCH OAK TREE, 70.4
 BY0761'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RESIDENCE OF MR.C.A.
 BY0761'YOUNGBLOOD, 41.6 FEET SOUTH OF AND ABOUT 1.5 FEET LOWER THAN THE
 BY0761'CENTER LINE OF THE HIGHWAY, 23.9 FEET WEST OF THE NORTHWEST CORNER OF
 BY0761'A YARD FENCE, 6.6 FEET EAST OF A POWER POLE, 0.7 FOOT SOUTH OF A
 BY0761'FENCE, 1.5 FEET EAST OF A 4 X 4 IN. WITNESS POST, SET IN THE TOP OF A
 BY0761'CONCRETE POST WHICH PROJECTS ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0754 ***********************************************************************
 BY0754  DESIGNATION -  P 557
 BY0754  PID         -  BY0754
 BY0754  STATE/COUNTY-  TX/ANGELINA
 BY0754  USGS QUAD   -  KELTYS (1980)
 BY0754
 BY0754                         *CURRENT SURVEY CONTROL
 BY0754  ___________________________________________________________________
 BY0754* NAD 83(1986)-  31 19 37.     (N)    094 47 22.     (W)     SCALED    
 BY0754* NAVD 88     -        93.90   (+/-2cm)     308.1    (feet)  VERTCON   
 BY0754  ___________________________________________________________________
 BY0754  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY0754
 BY0754  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0754
 BY0754.The horizontal coordinates were scaled from a topographic map and have
 BY0754.an estimated accuracy of +/- 6 seconds.
 BY0754
 BY0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0754.The vertical order pertains to the NGVD 29 superseded value.
 BY0754
 BY0754.The geoid height was determined by GEOID03.
 BY0754
 BY0754;                    North         East    Units  Estimated Accuracy
 BY0754;SPC TX C     - 3,197,200.    1,227,380.      MT  (+/- 180 meters Scaled)
 BY0754
 BY0754                          SUPERSEDED SURVEY CONTROL
 BY0754
 BY0754  NGVD 29 (??/??/92)   93.947  (m)          308.22   (f) ADJ UNCH    2 0
 BY0754
 BY0754.Superseded values are not recommended for survey control.
 BY0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0754.See file dsdata.txt to determine how the superseded data were derived.
 BY0754
 BY0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ297672(NAD 83)
 BY0754_MARKER: DB = BENCH MARK DISK
 BY0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0754_STAMPING: P-557 1948
 BY0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0754+STABILITY: SURFACE MOTION
 BY0754
 BY0754  HISTORY     - Date     Condition        Report By
 BY0754  HISTORY     - 1948     MONUMENTED       CGS
 BY0754  HISTORY     - 1963     POOR             USGS
 BY0754
 BY0754                          STATION DESCRIPTION
 BY0754
 BY0754'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY0754'3.8 MI W FROM LUFKIN.
 BY0754'3.8 MILES WEST ALONG ST. ROUTE 94 FROM THE OLD POST OFFICE BUILDING IN
 BY0754'LUFKIN TO A PIPELINE X-ING, 167 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BY0754'OF A HOUSE, 51.2 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.1 FEET
 BY0754'SOUTHEAST OF A LONE SYCAMORE, APPROX. 1.0 FEET NORTH OF A WIRE MESH
 BY0754'FENCE, SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0777 ***********************************************************************
 BY0777  DESIGNATION -  P 559
 BY0777  PID         -  BY0777
 BY0777  STATE/COUNTY-  TX/ANGELINA
 BY0777  USGS QUAD   -  WELLS SW (1980)
 BY0777
 BY0777                         *CURRENT SURVEY CONTROL
 BY0777  ___________________________________________________________________
 BY0777* NAD 83(1986)-  31 16 21.     (N)    094 53 14.     (W)     SCALED    
 BY0777* NAVD 88     -        52.71   (+/-2cm)     172.9    (feet)  VERTCON   
 BY0777  ___________________________________________________________________
 BY0777  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0777
 BY0777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0777
 BY0777.The horizontal coordinates were scaled from a topographic map and have
 BY0777.an estimated accuracy of +/- 6 seconds.
 BY0777
 BY0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0777.The vertical order pertains to the NGVD 29 superseded value.
 BY0777
 BY0777.The geoid height was determined by GEOID03.
 BY0777
 BY0777;                    North         East    Units  Estimated Accuracy
 BY0777;SPC TX C     - 3,190,710.    1,218,380.      MT  (+/- 180 meters Scaled)
 BY0777
 BY0777                          SUPERSEDED SURVEY CONTROL
 BY0777
 BY0777  NGVD 29 (??/??/92)   52.758  (m)          173.09   (f) ADJ UNCH    2 0
 BY0777
 BY0777.Superseded values are not recommended for survey control.
 BY0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0777.See file dsdata.txt to determine how the superseded data were derived.
 BY0777
 BY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ203613(NAD 83)
 BY0777_MARKER: DB = BENCH MARK DISK
 BY0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0777_STAMPING: P 559 1948
 BY0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0777+STABILITY: SURFACE MOTION
 BY0777
 BY0777  HISTORY     - Date     Condition        Report By
 BY0777  HISTORY     - 1948     MONUMENTED       CGS
 BY0777
 BY0777                          STATION DESCRIPTION
 BY0777
 BY0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0777'8.7 MI NW FROM DIBOLL.
 BY0777'8.7 MILES NORTHWEST ALONG THE TEXAS AND SOUTHEASTERN RAILWAY FROM THE
 BY0777'STATION AT DIBOLL, AT A ROAD CROSSING, 109 YARDS (PACED) SOUTHEAST OF
 BY0777'THE SOUTHEAST END OF A RAILWAY TRESTLE OVER THE NECHES RIVER, 121.5
 BY0777'FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING, 84.3 FEET SOUTHEAST
 BY0777'OF THE EAST CORNER OF A HOUSE, 35.6 FEET SOUTHWEST OF THE SOUTHWEST
 BY0777'RAIL OF THE MAIN TRACK, 1.4 FEET NORTHWEST OF A REFERENCE POST, MIDWAY
 BY0777'BETWEEN A 20-INCH SYCAMORE TREE AND AN 15-INCH SYCAMORE TREE, SET IN
 BY0777'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY0777'NOTE-- THIS BENCH MARK IS 1.3 MILES SOUTHEAST OF BENCH MARK T 855.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1541 ***********************************************************************
 BY1541  DESIGNATION -  P 560
 BY1541  PID         -  BY1541
 BY1541  STATE/COUNTY-  TX/TRINITY
 BY1541  USGS QUAD   -  CRECY (1963)
 BY1541
 BY1541                         *CURRENT SURVEY CONTROL
 BY1541  ___________________________________________________________________
 BY1541* NAD 83(1986)-  31 11 51.     (N)    095 05 46.     (W)     SCALED    
 BY1541* NAVD 88     -        99.85   (+/-2cm)     327.6    (feet)  VERTCON   
 BY1541  ___________________________________________________________________
 BY1541  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY1541
 BY1541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1541
 BY1541.The horizontal coordinates were scaled from a topographic map and have
 BY1541.an estimated accuracy of +/- 6 seconds.
 BY1541
 BY1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1541.The vertical order pertains to the NGVD 29 superseded value.
 BY1541
 BY1541.The geoid height was determined by GEOID03.
 BY1541
 BY1541;                    North         East    Units  Estimated Accuracy
 BY1541;SPC TX C     - 3,181,450.    1,198,900.      MT  (+/- 180 meters Scaled)
 BY1541
 BY1541                          SUPERSEDED SURVEY CONTROL
 BY1541
 BY1541  NGVD 29 (??/??/92)   99.874  (m)          327.67   (f) ADJ UNCH    2 0
 BY1541
 BY1541.Superseded values are not recommended for survey control.
 BY1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1541.See file dsdata.txt to determine how the superseded data were derived.
 BY1541
 BY1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ002533(NAD 83)
 BY1541_MARKER: DB = BENCH MARK DISK
 BY1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1541_STAMPING: P 560 1948
 BY1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1541+STABILITY: SURFACE MOTION
 BY1541
 BY1541  HISTORY     - Date     Condition        Report By
 BY1541  HISTORY     - 1948     MONUMENTED       CGS
 BY1541
 BY1541                          STATION DESCRIPTION
 BY1541
 BY1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1541'8.8 MI W FROM APPLE SPRINGS.
 BY1541'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1541'LODGE AT APPLE SPRINGS, THENCE 3.6 MILES WEST ALONG A GRADED DIRT
 BY1541'ROAD, 104.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 12-FOOT WOODEN
 BY1541'BRIDGE, 33.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 12.7 FEET WEST
 BY1541'OF A FENCE CORNER (A 6-INCH PINE TREE SERVES AS A CORNER POST), 1.7
 BY1541'FEET EAST OF A REFERENCE POST, 0.8 FOOT SOUTH OF A FENCE, SET IN THE
 BY1541'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE--
 BY1541'THIS BENCH MARK IS 1.05 MILES EAST OF BENCH MARK Q 560.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0247 ***********************************************************************
 EN0247  DESIGNATION -  P 563
 EN0247  PID         -  EN0247
 EN0247  STATE/COUNTY-  TX/ARMSTRONG
 EN0247  USGS QUAD   -  LUTTRELL SPRINGS (1963)
 EN0247
 EN0247                         *CURRENT SURVEY CONTROL
 EN0247  ___________________________________________________________________
 EN0247* NAD 83(1986)-  34 59 14.     (N)    101 27 01.     (W)     SCALED    
 EN0247* NAVD 88     -      1039.710  (meters)    3411.12   (feet)  ADJUSTED  
 EN0247  ___________________________________________________________________
 EN0247  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EN0247  DYNAMIC HT  -        1038.468 (meters)    3407.04  (feet)  COMP
 EN0247  MODELED GRAV-     979,405.0   (mgal)                       NAVD 88
 EN0247
 EN0247  VERT ORDER  -  SECOND    CLASS 0
 EN0247
 EN0247.The horizontal coordinates were scaled from a topographic map and have
 EN0247.an estimated accuracy of +/- 6 seconds.
 EN0247
 EN0247.The orthometric height was determined by differential leveling
 EN0247.and adjusted by the National Geodetic Survey in June 1991..
 EN0247
 EN0247.The geoid height was determined by GEOID03.
 EN0247
 EN0247.The dynamic height is computed by dividing the NAVD 88
 EN0247.geopotential number by the normal gravity value computed on the
 EN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0247.degrees latitude (g = 980.6199 gals.).
 EN0247
 EN0247.The modeled gravity was interpolated from observed gravity values.
 EN0247
 EN0247;                    North         East    Units  Estimated Accuracy
 EN0247;SPC TX N     - 1,109,520.      204,540.      MT  (+/- 180 meters Scaled)
 EN0247
 EN0247                          SUPERSEDED SURVEY CONTROL
 EN0247
 EN0247  NGVD 29 (??/??/92) 1039.23   (m)         3409.5    (f) COMPUTED    2 0
 EN0247
 EN0247.Superseded values are not recommended for survey control.
 EN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0247.See file dsdata.txt to determine how the superseded data were derived.
 EN0247
 EN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD763743(NAD 83)
 EN0247_MARKER: DB = BENCH MARK DISK
 EN0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0247_STAMPING: P-563 1936
 EN0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0247+STABILITY: SURFACE MOTION
 EN0247
 EN0247  HISTORY     - Date     Condition        Report By
 EN0247  HISTORY     - 1935     MONUMENTED       CGS
 EN0247  HISTORY     - 1959     MARK NOT FOUND   USGS
 EN0247
 EN0247                          STATION DESCRIPTION
 EN0247
 EN0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0247'15.5 MI W FROM CLAUDE.
 EN0247'ALONG GRADED ROAD BETWEEN LLANO SCHOOL AND LAKEVIEW SCHOOL.  TO REACH
 EN0247'BENCH MARK FROM COURT HOUSE GO 9.4 MILES SOUTH ALONG GRADED ROAD TO
 EN0247'LAKE VIEW SCHOOL, THEN GO WEST 1.9 MILES THEN NORTH 1.1 MILES THEN
 EN0247'WEST 3.1 MILES.  MARK IS LOCATED IN FENCE CORNER AT T ROAD FROM THE
 EN0247'NORTH.  IT IS APPROXIMATELY .25 MILE SOUTH OF SMALL GREY RANCH HOUSE
 EN0247'OF T. S. BRUNSON, 68 FEET NORTH WEST OF INTERSECTION, 37 FEET NORTH OF
 EN0247'FENCE CORNER.  34 FEET WEST OF CENTER LINE OF NORTH AND SOUTH ROAD,
 EN0247'2.1 FEET EAST OF WEST FENCE.
 EN0247
 EN0247                          STATION RECOVERY (1959)
 EN0247
 EN0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EN0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1175 ***********************************************************************
 AY1175  DESIGNATION -  P 564
 AY1175  PID         -  AY1175
 AY1175  STATE/COUNTY-  TX/BANDERA
 AY1175  USGS QUAD   -  TARPLEY (1964)
 AY1175
 AY1175                         *CURRENT SURVEY CONTROL
 AY1175  ___________________________________________________________________
 AY1175* NAD 83(1986)-  29 39 10.     (N)    099 17 31.     (W)     SCALED    
 AY1175* NAVD 88     -       414.003  (meters)    1358.27   (feet)  ADJUSTED  
 AY1175  ___________________________________________________________________
 AY1175  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AY1175  DYNAMIC HT  -         413.396 (meters)    1356.28  (feet)  COMP
 AY1175  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AY1175
 AY1175  VERT ORDER  -  SECOND    CLASS 0
 AY1175
 AY1175.The horizontal coordinates were scaled from a topographic map and have
 AY1175.an estimated accuracy of +/- 6 seconds.
 AY1175
 AY1175.The orthometric height was determined by differential leveling
 AY1175.and adjusted by the National Geodetic Survey in June 1991..
 AY1175
 AY1175.The geoid height was determined by GEOID03.
 AY1175
 AY1175.The dynamic height is computed by dividing the NAVD 88
 AY1175.geopotential number by the normal gravity value computed on the
 AY1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1175.degrees latitude (g = 980.6199 gals.).
 AY1175
 AY1175.The modeled gravity was interpolated from observed gravity values.
 AY1175
 AY1175;                    North         East    Units  Estimated Accuracy
 AY1175;SPC TXSC     - 4,201,680.      571,740.      MT  (+/- 180 meters Scaled)
 AY1175
 AY1175                          SUPERSEDED SURVEY CONTROL
 AY1175
 AY1175  NGVD 29 (??/??/92)  413.866  (m)         1357.83   (f) ADJ UNCH    2 0
 AY1175
 AY1175.Superseded values are not recommended for survey control.
 AY1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1175.See file dsdata.txt to determine how the superseded data were derived.
 AY1175
 AY1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT717803(NAD 83)
 AY1175_MARKER: DB = BENCH MARK DISK
 AY1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1175_STAMPING: P 564 1953
 AY1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1175+STABILITY: SURFACE MOTION
 AY1175
 AY1175  HISTORY     - Date     Condition        Report By
 AY1175  HISTORY     - 1953     MONUMENTED       CGS
 AY1175  HISTORY     - 19931201 GOOD             USPSQD
 AY1175
 AY1175                          STATION DESCRIPTION
 AY1175
 AY1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1175'1.05 MI SW FROM TARPLEY.
 AY1175'1.05 MILES SOUTHWEST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1175'TARPLEY, 91.5 FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, 56
 AY1175'FEET EAST OF THE EAST CORNER OF A FARMHOUSE, 50 FEET NORTHWEST OF A
 AY1175'FENCE CORNER, 2 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A
 AY1175'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1175
 AY1175                          STATION RECOVERY (1993)
 AY1175
 AY1175'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0084 ***********************************************************************
 EO0084  DESIGNATION -  P 566
 EO0084  PID         -  EO0084
 EO0084  STATE/COUNTY-  TX/RANDALL
 EO0084  USGS QUAD   -  UMBARGER (1984)
 EO0084
 EO0084                         *CURRENT SURVEY CONTROL
 EO0084  ___________________________________________________________________
 EO0084* NAD 83(1986)-  34 54 47.     (N)    102 05 49.     (W)     SCALED    
 EO0084* NAVD 88     -      1142.828  (meters)    3749.43   (feet)  ADJUSTED  
 EO0084  ___________________________________________________________________
 EO0084  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 EO0084  DYNAMIC HT  -        1141.420 (meters)    3744.81  (feet)  COMP
 EO0084  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 EO0084
 EO0084  VERT ORDER  -  SECOND    CLASS 0
 EO0084
 EO0084.The horizontal coordinates were scaled from a topographic map and have
 EO0084.an estimated accuracy of +/- 6 seconds.
 EO0084
 EO0084.The orthometric height was determined by differential leveling
 EO0084.and adjusted by the National Geodetic Survey in June 1991..
 EO0084
 EO0084.The geoid height was determined by GEOID03.
 EO0084
 EO0084.The dynamic height is computed by dividing the NAVD 88
 EO0084.geopotential number by the normal gravity value computed on the
 EO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0084.degrees latitude (g = 980.6199 gals.).
 EO0084
 EO0084.The modeled gravity was interpolated from observed gravity values.
 EO0084
 EO0084;                    North         East    Units  Estimated Accuracy
 EO0084;SPC TX N     - 1,101,460.      145,450.      MT  (+/- 180 meters Scaled)
 EO0084
 EO0084                          SUPERSEDED SURVEY CONTROL
 EO0084
 EO0084  NGVD 29 (??/??/92) 1142.311  (m)         3747.73   (f) ADJ UNCH    2 0
 EO0084
 EO0084.Superseded values are not recommended for survey control.
 EO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0084.See file dsdata.txt to determine how the superseded data were derived.
 EO0084
 EO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU652672(NAD 83)
 EO0084_MARKER: DB = BENCH MARK DISK
 EO0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0084_STAMPING: P-566 1935
 EO0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0084+STABILITY: SURFACE MOTION
 EO0084
 EO0084  HISTORY     - Date     Condition        Report By
 EO0084  HISTORY     - 1935     MONUMENTED       CGS
 EO0084  HISTORY     - 1961     MARK NOT FOUND   USGS
 EO0084
 EO0084                          STATION DESCRIPTION
 EO0084
 EO0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0084'2.17 MI S FROM UMBARGAR.
 EO0084'ALONG GRADED ROAD.  TO REACH FROM POST OFFICE GO 0.7 MILE SOUTH WEST
 EO0084'ON STATE HIGHWAY 33 THENCE 2.67 MILES SOUTH ON GRADED ROAD.  THENCE
 EO0084'1.2 MILES EAST ON GRADED ROAD.  MARK IS LOCATED AT START OF CURVE
 EO0084'WHERE STRAIGHT EAST AND WEST ROAD TURNCS SOUTH AND GOES DOWN THROUGH
 EO0084'SMALL CANYON.  APPROXIMATELY 0.72 MILES EAST OF CONCRETE BRIDGE. 35.0
 EO0084'FEET NORTH OF CENTER LINE OF ROAD, 26.5 FEET EAST OF LINE FENCE
 EO0084'RUNNING NORTH.  8.5 FEET EAST OF EAST END OF FIELD ENTRANCE 2.18 FEET
 EO0084'NORTH OF RIGHT OF WAY FENCE.
 EO0084
 EO0084                          STATION RECOVERY (1961)
 EO0084
 EO0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0553 ***********************************************************************
 EN0553  DESIGNATION -  P 569
 EN0553  PID         -  EN0553
 EN0553  STATE/COUNTY-  TX/SWISHER
 EN0553  USGS QUAD   -  JACKSON HILL (1969)
 EN0553
 EN0553                         *CURRENT SURVEY CONTROL
 EN0553  ___________________________________________________________________
 EN0553* NAD 83(1986)-  34 42 18.     (N)    101 36 33.     (W)     SCALED    
 EN0553* NAVD 88     -      1044.252  (meters)    3426.02   (feet)  ADJUSTED  
 EN0553  ___________________________________________________________________
 EN0553  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EN0553  DYNAMIC HT  -        1042.971 (meters)    3421.81  (feet)  COMP
 EN0553  MODELED GRAV-     979,372.0   (mgal)                       NAVD 88
 EN0553
 EN0553  VERT ORDER  -  SECOND    CLASS 0
 EN0553
 EN0553.The horizontal coordinates were scaled from a topographic map and have
 EN0553.an estimated accuracy of +/- 6 seconds.
 EN0553
 EN0553.The orthometric height was determined by differential leveling
 EN0553.and adjusted by the National Geodetic Survey in June 1991..
 EN0553
 EN0553.The geoid height was determined by GEOID03.
 EN0553
 EN0553.The dynamic height is computed by dividing the NAVD 88
 EN0553.geopotential number by the normal gravity value computed on the
 EN0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0553.degrees latitude (g = 980.6199 gals.).
 EN0553
 EN0553.The modeled gravity was interpolated from observed gravity values.
 EN0553
 EN0553;                    North         East    Units  Estimated Accuracy
 EN0553;SPC TX N     - 1,078,220.      190,000.      MT  (+/- 180 meters Scaled)
 EN0553
 EN0553                          SUPERSEDED SURVEY CONTROL
 EN0553
 EN0553  NGVD 29 (??/??/92) 1043.815  (m)         3424.58   (f) ADJ UNCH    2 0
 EN0553
 EN0553.Superseded values are not recommended for survey control.
 EN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0553.See file dsdata.txt to determine how the superseded data were derived.
 EN0553
 EN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD610434(NAD 83)
 EN0553_MARKER: DB = BENCH MARK DISK
 EN0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0553_STAMPING: P 569 1935
 EN0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0553+STABILITY: SURFACE MOTION
 EN0553
 EN0553  HISTORY     - Date     Condition        Report By
 EN0553  HISTORY     - 1935     MONUMENTED       CGS
 EN0553  HISTORY     - 1951     GOOD             NGS
 EN0553
 EN0553                          STATION DESCRIPTION
 EN0553
 EN0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EN0553'16 MI E FROM HAPPY.
 EN0553'16.0 MILES EAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0553'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0553'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 4.9 MILES
 EN0553'EAST TO A DRY LAKE BED, AND THENCE ALONG ROADS 0.1 MILE NORTHEAST, 0.
 EN0553'MILE SOUTH, AND 5.3 MILES EAST.  IT IS SOUTHEAST OF A SMALL LAKE, AT A
 EN0553'JUNCTION OF FENCES, 0.3 MILE EAST OF A ROAD INTERSECTION, 31 FEET
 EN0553'NORTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET WEST OF THE
 EN0553'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED P 569 1935 AND SET IN
 EN0553'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0140 ***********************************************************************
 FM0140  DESIGNATION -  P 570
 FM0140  PID         -  FM0140
 FM0140  STATE/COUNTY-  TX/OLDHAM
 FM0140  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0140
 FM0140                         *CURRENT SURVEY CONTROL
 FM0140  ___________________________________________________________________
 FM0140* NAD 83(1986)-  35 31 09.     (N)    102 15 35.     (W)     SCALED    
 FM0140* NAVD 88     -       969.306  (meters)    3180.13   (feet)  POSTED    
 FM0140  ___________________________________________________________________
 FM0140  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 FM0140  DYNAMIC HT  -         968.180 (meters)    3176.44  (feet)  COMP
 FM0140  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 FM0140
 FM0140  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FM0140
 FM0140.The horizontal coordinates were scaled from a topographic map and have
 FM0140.an estimated accuracy of +/- 6 seconds.
 FM0140
 FM0140.The orthometric height was determined by differential leveling
 FM0140.and adjusted by the National Geodetic Survey in 1992..
 FM0140.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FM0140.rate of 2.1 thru 3.0 mm/km.
 FM0140
 FM0140.The geoid height was determined by GEOID03.
 FM0140
 FM0140.The dynamic height is computed by dividing the NAVD 88
 FM0140.geopotential number by the normal gravity value computed on the
 FM0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0140.degrees latitude (g = 980.6199 gals.).
 FM0140
 FM0140.The modeled gravity was interpolated from observed gravity values.
 FM0140
 FM0140;                    North         East    Units  Estimated Accuracy
 FM0140;SPC TX N     - 1,168,800.      131,090.      MT  (+/- 180 meters Scaled)
 FM0140
 FM0140                          SUPERSEDED SURVEY CONTROL
 FM0140
 FM0140  NGVD 29 (??/??/92)  968.836  (m)         3178.59   (f) ADJ UNCH    2 0
 FM0140
 FM0140.Superseded values are not recommended for survey control.
 FM0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0140.See file dsdata.txt to determine how the superseded data were derived.
 FM0140
 FM0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV484340(NAD 83)
 FM0140_MARKER: DB = BENCH MARK DISK
 FM0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0140_STAMPING: P-570 1935
 FM0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0140+STABILITY: SURFACE MOTION
 FM0140
 FM0140  HISTORY     - Date     Condition        Report By
 FM0140  HISTORY     - 1935     MONUMENTED       CGS
 FM0140
 FM0140                          STATION DESCRIPTION
 FM0140
 FM0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0140'0.8 MI NW FROM TASCOSA.
 FM0140'TO REACH BENCHMARK FROM RAILROAD DEPOT GO 0.8 MILE NORTHWEST ALONG
 FM0140'TASCOSA-DUMAS ROAD.  BENCHMARK IS SET ON CANADIAN RIVER BANK NEAR A
 FM0140'GRAVEL PIT.  BEING 25.0 FEET EAST OF EAST EDGE OF RIVER BANK, AND 19.0
 FM0140'FEET NORTH OF CENTER-LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0338 ***********************************************************************
 AM0338  DESIGNATION -  P 571 RESET 1960
 AM0338  PID         -  AM0338
 AM0338  STATE/COUNTY-  TX/MATAGORDA
 AM0338  USGS QUAD   -  BAY CITY NE (1972)
 AM0338
 AM0338                         *CURRENT SURVEY CONTROL
 AM0338  ___________________________________________________________________
 AM0338* NAD 83(1986)-  28 56 46.     (N)    095 45 18.     (W)     SCALED    
 AM0338* NAVD 88     -         7.43   (+/-2cm)      24.4    (feet)  VERTCON   
 AM0338  ___________________________________________________________________
 AM0338  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AM0338
 AM0338  VERT ORDER  -  THIRD (See Below)
 AM0338
 AM0338.The horizontal coordinates were scaled from a topographic map and have
 AM0338.an estimated accuracy of +/- 6 seconds.
 AM0338
 AM0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0338.The vertical order pertains to the NGVD 29 superseded value.
 AM0338
 AM0338.The geoid height was determined by GEOID03.
 AM0338
 AM0338;                    North         East    Units  Estimated Accuracy
 AM0338;SPC TXSC     - 4,127,710.      916,280.      MT  (+/- 180 meters Scaled)
 AM0338
 AM0338                          SUPERSEDED SURVEY CONTROL
 AM0338
 AM0338  NGVD 29 (??/??/??)    7.46   (m)           24.5    (f) RESET       3  
 AM0338
 AM0338.Superseded values are not recommended for survey control.
 AM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0338.See file dsdata.txt to determine how the superseded data were derived.
 AM0338
 AM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN314051(NAD 83)
 AM0338_MARKER: DB = BENCH MARK DISK
 AM0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0338_STAMPING: P 571 RESET 1960
 AM0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0338+STABILITY: SURFACE MOTION
 AM0338
 AM0338  HISTORY     - Date     Condition        Report By
 AM0338  HISTORY     - 1960     MONUMENTED       CGS
 AM0338  HISTORY     - 1978     GOOD             NGS
 AM0338  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AM0338  HISTORY     - 19981115 GOOD             USPSQD
 AM0338
 AM0338                          STATION DESCRIPTION
 AM0338
 AM0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AM0338'1.0 MI NW FROM CEDAR LANE.
 AM0338'TO REACH FROM THE POST OFFICE IN CEDAR LANE, GO NORTHWEST ALONG F.M.
 AM0338'ROAD NO.457, 1.0 MILE TO THE RIGHT.  IT IS IN THE SOUTHEAST CORNER OF
 AM0338'A LARGE FRONT YARD, ABOUT 0.1 MILE SOUTHEAST OF A LARGE BRICK
 AM0338'RESIDENCE IN THE NORTH RIGHT-OF-WAY FENCE LINE AND ABOUT 2 FEET WEST
 AM0338'OF THE EAST PROPERTY LINE FENCE OF THE YARD.  A DISK STAMPED P 571
 AM0338'RESET 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 AM0338
 AM0338                          STATION RECOVERY (1978)
 AM0338
 AM0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0338'IN MATAGORDA, SET VERTICALLY IN THE SOUTHEAST FACE OF A VACANT BRICK
 AM0338'BUILDING, 44 FT. NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 60,
 AM0338'153 FT. SOUTHWEST OF THE INTERSECTING CENTER LINES OF STATE HIGHWAY 60
 AM0338'AND MARKET STREET, WEST OF AND ACROSS STATE HIGHWAY 60 FROM THE POST
 AM0338'OFFICE.
 AM0338
 AM0338                          STATION RECOVERY (1991)
 AM0338
 AM0338'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0338'MARK NOT FOUND.
 AM0338
 AM0338                          STATION RECOVERY (1998)
 AM0338
 AM0338'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0385 ***********************************************************************
 AM0385  DESIGNATION -  P 572 RESET 1951
 AM0385  PID         -  AM0385
 AM0385  STATE/COUNTY-  TX/MATAGORDA
 AM0385  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0385
 AM0385                         *CURRENT SURVEY CONTROL
 AM0385  ___________________________________________________________________
 AM0385* NAD 83(1986)-  28 50 18.     (N)    095 51 10.     (W)     SCALED    
 AM0385* NAVD 88     -         3.95   (+/-2cm)      13.0    (feet)  VERTCON   
 AM0385  ___________________________________________________________________
 AM0385  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AM0385
 AM0385  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0385
 AM0385.The horizontal coordinates were scaled from a topographic map and have
 AM0385.an estimated accuracy of +/- 6 seconds.
 AM0385
 AM0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0385.The vertical order pertains to the NGVD 29 superseded value.
 AM0385
 AM0385.The geoid height was determined by GEOID03.
 AM0385
 AM0385;                    North         East    Units  Estimated Accuracy
 AM0385;SPC TXSC     - 4,115,510.      907,070.      MT  (+/- 180 meters Scaled)
 AM0385
 AM0385                          SUPERSEDED SURVEY CONTROL
 AM0385
 AM0385  NGVD 29 (??/??/92)    3.994  (m)           13.10   (f) ADJ UNCH    1 2
 AM0385
 AM0385.Superseded values are not recommended for survey control.
 AM0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0385.See file dsdata.txt to determine how the superseded data were derived.
 AM0385
 AM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM216934(NAD 83)
 AM0385_MARKER: DB = BENCH MARK DISK
 AM0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0385_SP_SET: ABUTMENT
 AM0385_STAMPING: P 572 1941 RESET 1951
 AM0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0385
 AM0385  HISTORY     - Date     Condition        Report By
 AM0385  HISTORY     - 1951     MONUMENTED       CGS
 AM0385
 AM0385                          STATION DESCRIPTION
 AM0385
 AM0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AM0385'5.2 MI E FROM WADSWORTH.
 AM0385'5.2 MILES EAST ALONG A SHELL ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0385'RAILROAD STATION AT WADSWORTH, AT THE SOUTHWEST END OF A BRIDGE OVER
 AM0385'LAKE AUSTIN, 11.3 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET
 AM0385'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE
 AM0385'CONCRETE BRIDGE, 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0235 ***********************************************************************
 AM0235  DESIGNATION -  P 573
 AM0235  PID         -  AM0235
 AM0235  STATE/COUNTY-  TX/MATAGORDA
 AM0235  USGS QUAD   -  CEDAR LANE (1972)
 AM0235
 AM0235                         *CURRENT SURVEY CONTROL
 AM0235  ___________________________________________________________________
 AM0235* NAD 83(1986)-  28 54 05.     (N)    095 38 12.     (W)     SCALED    
 AM0235* NAVD 88     -         4.71   (+/-2cm)      15.5    (feet)  VERTCON   
 AM0235  ___________________________________________________________________
 AM0235  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AM0235
 AM0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0235
 AM0235.The horizontal coordinates were scaled from a topographic map and have
 AM0235.an estimated accuracy of +/- 6 seconds.
 AM0235
 AM0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0235.The vertical order pertains to the NGVD 29 superseded value.
 AM0235
 AM0235.The geoid height was determined by GEOID03.
 AM0235
 AM0235;                    North         East    Units  Estimated Accuracy
 AM0235;SPC TXSC     - 4,123,090.      927,950.      MT  (+/- 180 meters Scaled)
 AM0235
 AM0235                          SUPERSEDED SURVEY CONTROL
 AM0235
 AM0235  NGVD 29 (??/??/92)    4.738  (m)           15.54   (f) ADJ UNCH    2 0
 AM0235
 AM0235.Superseded values are not recommended for survey control.
 AM0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0235.See file dsdata.txt to determine how the superseded data were derived.
 AM0235
 AM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM428999(NAD 83)
 AM0235_MARKER: DB = BENCH MARK DISK
 AM0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0235_STAMPING: P 573 1941
 AM0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0235+STABILITY: SURFACE MOTION
 AM0235
 AM0235  HISTORY     - Date     Condition        Report By
 AM0235  HISTORY     - 1941     MONUMENTED       CGS
 AM0235  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0235
 AM0235                          STATION DESCRIPTION
 AM0235
 AM0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0235'IN CEDAR LAKE.
 AM0235'AT CEDAR LAKE, ON A NORTHEAST-AND-SOUTHWEST COUNTY ROAD, 370 FEET
 AM0235'SOUTHWEST OF A WOODEN BRIDGE OVER CEDAR LAKE CREEK, 250 FEET WEST OF
 AM0235'THE MATAGORDA-BRAZORIA COUNTY LINE, 127 FEET NORTHEAST OF THE ENTRANCE
 AM0235'TO THE POST OFFICE, 55 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.5
 AM0235'FEET WEST OF A POWER-LINE POLE, 2.8 FEET SOUTH OF A WHITE WOODEN
 AM0235'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED P 573
 AM0235'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AM0235'GROUND.
 AM0235
 AM0235                          STATION RECOVERY (2003)
 AM0235
 AM0235'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0235'POST OFFICE AND WOODEN BRIDGE NO LONGER EXIST. SIGNIFICANT ROAD AND
 AM0235'DITCH GRADING MODIFICATIONS HAVE OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0511 ***********************************************************************
 AX0511  DESIGNATION -  P 574
 AX0511  PID         -  AX0511
 AX0511  STATE/COUNTY-  TX/WHARTON
 AX0511  USGS QUAD   -  PIERCE (1980)
 AX0511
 AX0511                         *CURRENT SURVEY CONTROL
 AX0511  ___________________________________________________________________
 AX0511* NAD 83(1986)-  29 10 14.     (N)    096 09 45.     (W)     SCALED    
 AX0511* NAVD 88     -        26.06   (+/-2cm)      85.5    (feet)  VERTCON   
 AX0511  ___________________________________________________________________
 AX0511  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0511
 AX0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0511
 AX0511.The horizontal coordinates were scaled from a topographic map and have
 AX0511.an estimated accuracy of +/- 6 seconds.
 AX0511
 AX0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0511.The vertical order pertains to the NGVD 29 superseded value.
 AX0511
 AX0511.The geoid height was determined by GEOID03.
 AX0511
 AX0511;                    North         East    Units  Estimated Accuracy
 AX0511;SPC TXSC     - 4,151,550.      875,960.      MT  (+/- 180 meters Scaled)
 AX0511
 AX0511                          SUPERSEDED SURVEY CONTROL
 AX0511
 AX0511  NGVD 29 (??/??/92)   26.071  (m)           85.53   (f) ADJ UNCH    2 0
 AX0511
 AX0511.Superseded values are not recommended for survey control.
 AX0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0511.See file dsdata.txt to determine how the superseded data were derived.
 AX0511
 AX0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT759302(NAD 83)
 AX0511_MARKER: DB = BENCH MARK DISK
 AX0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0511_STAMPING: P 574 1941
 AX0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0511+STABILITY: SURFACE MOTION
 AX0511
 AX0511  HISTORY     - Date     Condition        Report By
 AX0511  HISTORY     - 1941     MONUMENTED       CGS
 AX0511  HISTORY     - 1943     GOOD             NGS
 AX0511
 AX0511                          STATION DESCRIPTION
 AX0511
 AX0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0511'5.6 MI SE FROM PIERCE.
 AX0511'BENCH MARK IS ABOUT 5.6 MILES SOUTHEAST OF PIERCE, ALONG THE
 AX0511'PIERCE-MARKHAM GRAVELED ROAD AND AT THE INTERSECTION OF A PRIVATE ROAD
 AX0511'LEADING EASTERLY.  IT IS 39.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AX0511'ELEVATION AS THE CENTERLINE OF THE ROAD, 21.0 FEET NORTH OF THE
 AX0511'CENTERLINE OF THE PRIVATE ROAD AND 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AX0511'MARKER POST.  A DISK SET IN CONCRETE POST PROJECTING ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3492 ***********************************************************************
 AI3492  DESIGNATION -  P 575 RESET
 AI3492  PID         -  AI3492
 AI3492  STATE/COUNTY-  TX/WHARTON
 AI3492  USGS QUAD   -  DANEVANG (1951)
 AI3492
 AI3492                         *CURRENT SURVEY CONTROL
 AI3492  ___________________________________________________________________
 AI3492* NAD 83(1986)-  29 01 42.     (N)    096 12 27.     (W)     SCALED    
 AI3492* NAVD 88     -        19.12   (+/-2cm)      62.7    (feet)  VERTCON   
 AI3492  ___________________________________________________________________
 AI3492  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AI3492
 AI3492  VERT ORDER  -  THIRD (See Below)
 AI3492
 AI3492.The horizontal coordinates were scaled from a topographic map and have
 AI3492.an estimated accuracy of +/- 6 seconds.
 AI3492
 AI3492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3492.The vertical order pertains to the NGVD 29 superseded value.
 AI3492
 AI3492.The geoid height was determined by GEOID03.
 AI3492
 AI3492;                    North         East    Units  Estimated Accuracy
 AI3492;SPC TXSC     - 4,135,690.      871,970.      MT  (+/- 180 meters Scaled)
 AI3492
 AI3492                          SUPERSEDED SURVEY CONTROL
 AI3492
 AI3492  NGVD 29 (01/29/03)   19.14   (m)           62.8    (f) RESET       3  
 AI3492
 AI3492.Superseded values are not recommended for survey control.
 AI3492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3492.See file dsdata.txt to determine how the superseded data were derived.
 AI3492
 AI3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT719143(NAD 83)
 AI3492_MARKER: DV = VERTICAL CONTROL DISK
 AI3492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3492_SP_SET: CULVERT HEADWALL
 AI3492_STAMPING: P 575 RESET 1999
 AI3492_MARK LOGO: NGS   
 AI3492_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3492+STABILITY: SURFACE MOTION
 AI3492
 AI3492  HISTORY     - Date     Condition        Report By
 AI3492  HISTORY     - 1999     MONUMENTED       TXDOT
 AI3492
 AI3492                          STATION DESCRIPTION
 AI3492
 AI3492'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (DEN)
 AI3492'2.0 MILES (3.2 KM) SOUTH FROM DANEVANG, AT THE INTERSECTION OF COUNTY
 AI3492'ROAD 403, 47 FEET (14.3 M) WEST OF THE CENTERLINE OF HIGHWAY 71, AT A
 AI3492'8 X 8 FOOT (2.4 M) CONCRETE BOX CULVERT UNDER THE SIDE ROAD, AND IN
 AI3492'THE WEST END OF THE SOUTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0232 ***********************************************************************
 AN0232  DESIGNATION -  P 576
 AN0232  PID         -  AN0232
 AN0232  STATE/COUNTY-  TX/MATAGORDA
 AN0232  USGS QUAD   -  MARKHAM (1995)
 AN0232
 AN0232                         *CURRENT SURVEY CONTROL
 AN0232  ___________________________________________________________________
 AN0232* NAD 83(1986)-  28 58 01.     (N)    096 04 12.     (W)     SCALED    
 AN0232* NAVD 88     -        16.76   (+/-2cm)      55.0    (feet)  VERTCON   
 AN0232  ___________________________________________________________________
 AN0232  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0232
 AN0232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0232
 AN0232.The horizontal coordinates were scaled from a topographic map and have
 AN0232.an estimated accuracy of +/- 6 seconds.
 AN0232
 AN0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0232.The vertical order pertains to the NGVD 29 superseded value.
 AN0232
 AN0232.The geoid height was determined by GEOID03.
 AN0232
 AN0232;                    North         East    Units  Estimated Accuracy
 AN0232;SPC TXSC     - 4,129,210.      885,520.      MT  (+/- 180 meters Scaled)
 AN0232
 AN0232                          SUPERSEDED SURVEY CONTROL
 AN0232
 AN0232  NGVD 29 (??/??/92)   16.787  (m)           55.08   (f) ADJ UNCH    2 0
 AN0232
 AN0232.Superseded values are not recommended for survey control.
 AN0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0232.See file dsdata.txt to determine how the superseded data were derived.
 AN0232
 AN0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT855078(NAD 83)
 AN0232_MARKER: DB = BENCH MARK DISK
 AN0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0232_SP_SET: CULVERT
 AN0232_STAMPING: P 576 1941
 AN0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0232+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AN0232
 AN0232  HISTORY     - Date     Condition        Report By
 AN0232  HISTORY     - 1941     MONUMENTED
 AN0232  HISTORY     - 1943     GOOD             NGS
 AN0232  HISTORY     - 1991     GOOD             USPSQD
 AN0232  HISTORY     - 20060312 GOOD             USPSQD
 AN0232
 AN0232                          STATION DESCRIPTION
 AN0232
 AN0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0232'0.6 MI N FROM MARKHAM.
 AN0232'ABOUT 0.6 MILE NORTH ALONG A PAVED ROAD FROM THE TEXAS AND NEW ORLEANS
 AN0232'RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, AT A SMALL CONCRETE
 AN0232'CULVERT, IN THE TOP OF THE NORTHEAST WING WALL, 17 FEET EAST OF THE
 AN0232'CENTER LINE OF THE ROAD, 12 FEET SOUTH OF A POWER-TRANSMISSION LINE
 AN0232'CROSSING, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A TEXAS RECLAMATION
 AN0232'DEPARTMENT STANDARD DISK, STAMPED P 576 1941.
 AN0232
 AN0232                          STATION RECOVERY (1991)
 AN0232
 AN0232'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0232'RECOVERED IN GOOD CONDITION.
 AN0232
 AN0232                          STATION RECOVERY (2006)
 AN0232
 AN0232'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0232'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0108 ***********************************************************************
 AN0108  DESIGNATION -  P 579
 AN0108  PID         -  AN0108
 AN0108  STATE/COUNTY-  TX/JACKSON
 AN0108  USGS QUAD   -  FRANCITAS NW (1995)
 AN0108
 AN0108                         *CURRENT SURVEY CONTROL
 AN0108  ___________________________________________________________________
 AN0108* NAD 83(1986)-  28 57 03.     (N)    096 28 34.     (W)     SCALED    
 AN0108* NAVD 88     -        16.14   (+/-2cm)      53.0    (feet)  VERTCON   
 AN0108  ___________________________________________________________________
 AN0108  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0108
 AN0108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0108
 AN0108.The horizontal coordinates were scaled from a topographic map and have
 AN0108.an estimated accuracy of +/- 6 seconds.
 AN0108
 AN0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0108.The vertical order pertains to the NGVD 29 superseded value.
 AN0108
 AN0108.The geoid height was determined by GEOID03.
 AN0108
 AN0108;                    North         East    Units  Estimated Accuracy
 AN0108;SPC TXSC     - 4,126,500.      845,990.      MT  (+/- 180 meters Scaled)
 AN0108
 AN0108                          SUPERSEDED SURVEY CONTROL
 AN0108
 AN0108  NGVD 29 (??/??/92)   16.151  (m)           52.99   (f) ADJ UNCH    2 0
 AN0108
 AN0108.Superseded values are not recommended for survey control.
 AN0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0108.See file dsdata.txt to determine how the superseded data were derived.
 AN0108
 AN0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT459051(NAD 83)
 AN0108_MARKER: DB = BENCH MARK DISK
 AN0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0108_SP_SET: CULVERT
 AN0108_STAMPING: P 579 1941
 AN0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0108
 AN0108  HISTORY     - Date     Condition        Report By
 AN0108  HISTORY     - 1941     MONUMENTED       CGS
 AN0108  HISTORY     - 1972     GOOD             NGS
 AN0108
 AN0108                          STATION DESCRIPTION
 AN0108
 AN0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0108'6.9 MI SE FROM GANADO.
 AN0108'ABOUT 6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE
 AN0108'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, THENCE 0.3 MILE EAST ALONG
 AN0108'STATE HIGHWAY 111, SET IN THE TOP OF THE EAST END OF THE SOUTH
 AN0108'CONCRETE HEADWALL OF A 3- X 2-FOOT CONCRETE CULVERT UNDER THE HIGHWAY,
 AN0108'17 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2
 AN0108'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1750 ***********************************************************************
 BK1750  DESIGNATION -  P 58
 BK1750  PID         -  BK1750
 BK1750  STATE/COUNTY-  TX/ORANGE
 BK1750  USGS QUAD   -  ORANGE (1996)
 BK1750
 BK1750                         *CURRENT SURVEY CONTROL
 BK1750  ___________________________________________________________________
 BK1750* NAD 83(1986)-  30 05 36.     (N)    093 44 17.     (W)     SCALED    
 BK1750* NAVD 88     -         3.515  (meters)      11.53   (feet)  ADJUSTED  
 BK1750  ___________________________________________________________________
 BK1750  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK1750  DYNAMIC HT  -           3.510 (meters)      11.52  (feet)  COMP
 BK1750  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 BK1750
 BK1750  VERT ORDER  -  FIRST     CLASS I
 BK1750
 BK1750.The horizontal coordinates were scaled from a topographic map and have
 BK1750.an estimated accuracy of +/- 6 seconds.
 BK1750
 BK1750.The orthometric height was determined by differential leveling
 BK1750.and adjusted by the National Geodetic Survey in June 1991..
 BK1750
 BK1750.The geoid height was determined by GEOID03.
 BK1750
 BK1750.The dynamic height is computed by dividing the NAVD 88
 BK1750.geopotential number by the normal gravity value computed on the
 BK1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1750.degrees latitude (g = 980.6199 gals.).
 BK1750
 BK1750.The modeled gravity was interpolated from observed gravity values.
 BK1750
 BK1750;                    North         East    Units  Estimated Accuracy
 BK1750;SPC TX C     - 3,066,140.    1,335,390.      MT  (+/- 180 meters Scaled)
 BK1750
 BK1750                          SUPERSEDED SURVEY CONTROL
 BK1750
 BK1750  NGVD 29 (??/??/??)    3.462  (m)           11.36   (f) ADJUSTED    1 1
 BK1750
 BK1750.Superseded values are not recommended for survey control.
 BK1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1750.See file dsdata.txt to determine how the superseded data were derived.
 BK1750
 BK1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP288293(NAD 83)
 BK1750_MARKER: DB = BENCH MARK DISK
 BK1750_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BK1750_SP_SET: BUILDING
 BK1750_STAMPING: P 58 1918 ELEV 12.234 FT
 BK1750_MARK LOGO: CGS   
 BK1750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1750+STABILITY: POSITION/ELEVATION WELL
 BK1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1750+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 BK1750
 BK1750  HISTORY     - Date     Condition        Report By
 BK1750  HISTORY     - 1918     MONUMENTED       CGS
 BK1750  HISTORY     - 1972     GOOD             NGS
 BK1750  HISTORY     - 1979     GOOD             NGS
 BK1750  HISTORY     - 1981     GOOD             NGS
 BK1750  HISTORY     - 1985     GOOD             USPSQD
 BK1750  HISTORY     - 1986     GOOD             NGS
 BK1750  HISTORY     - 1987     GOOD             USPSQD
 BK1750  HISTORY     - 1988     GOOD             USPSQD
 BK1750  HISTORY     - 1988     GOOD             USPSQD
 BK1750  HISTORY     - 1989     GOOD             USPSQD
 BK1750  HISTORY     - 1989     GOOD             USPSQD
 BK1750  HISTORY     - 1990     GOOD             USPSQD
 BK1750  HISTORY     - 1990     GOOD             USPSQD
 BK1750  HISTORY     - 1990     GOOD             USPSQD
 BK1750  HISTORY     - 19960427 GOOD             USPSQD
 BK1750  HISTORY     - 20010331 GOOD             USPSQD
 BK1750  HISTORY     - 20020727 GOOD             USPSQD
 BK1750  HISTORY     - 20040317 GOOD             USPSQD
 BK1750
 BK1750                          STATION DESCRIPTION
 BK1750
 BK1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1750'IN ORANGE.
 BK1750'AT ORANGE, ABOUT 0.2 MILE EAST ALONG WEST GREEN AVENUE (U. S. HIGHWAY
 BK1750'90 BUSINESS ROUTE) FROM THE SOUTHERN PACIFIC RAILROAD STATION, AT THE
 BK1750'INTERSECTION OF NORTH 8TH STREET, 77 FEET WEST OF THE CENTER LINE OF
 BK1750'THE STREET, 68.8 FEET NORTH OF THE NORTH CURB OF THE AVENUE, SET
 BK1750'VERTICALLY IN THE SOUTH STONE FACE FOR FIRST PRESBYTERIAN CHURCH, 1
 BK1750'FOOT WEST OF THE SOUTHEAST CORNER OF THE BUILDING AND 1.5 FEET ABOVE
 BK1750'THE LEVEL OF THE GROUND.
 BK1750
 BK1750                          STATION RECOVERY (1979)
 BK1750
 BK1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1750'NOT LEVELED TO AT THIS DATE.
 BK1750
 BK1750                          STATION RECOVERY (1981)
 BK1750
 BK1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1750'IN ORANGE, AT THE INTERSECTION OF WEST GREEN AVENUE AND 8TH STREET SET
 BK1750'VERTICALLY IN THE SOUTH FACE AND NEAR THE SOUTHEAST CORNER OF THE
 BK1750'FIRST PRESBYTERIAN CHURCH, 23.46 METERS (77.0 FEET) WEST OF THE
 BK1750'CENTERLINE OF THE STREET, 21.03 METERS (69.0 FEET) NORTH OF THE NORTH
 BK1750'CURB OF THE AVENUE, 0.30 METER (1.0 FOOT) WEST OF THE SOUTHEAST CORNER
 BK1750'OF THE CHURCH.
 BK1750'THE MARK IS 0.45 M ABOVE GROUND.
 BK1750
 BK1750                          STATION RECOVERY (1985)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 1985
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (1986)
 BK1750
 BK1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (1987)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (1988)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (1988)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (1989)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (1989)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (1990)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHB)
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (1990)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 1990 (JG)
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (1990)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (1996)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (2001)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (2002)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK1750'RECOVERED IN GOOD CONDITION.
 BK1750
 BK1750                          STATION RECOVERY (2004)
 BK1750
 BK1750'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BK1750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0427 ***********************************************************************
 AN0427  DESIGNATION -  P 580
 AN0427  PID         -  AN0427
 AN0427  STATE/COUNTY-  TX/CALHOUN
 AN0427  USGS QUAD   -  SEADRIFT (1973)
 AN0427
 AN0427                         *CURRENT SURVEY CONTROL
 AN0427  ___________________________________________________________________
 AN0427* NAD 83(1986)-  28 29 13.     (N)    096 39 42.     (W)     SCALED    
 AN0427* NAVD 88     -         3.78   (+/-2cm)      12.4    (feet)  VERTCON   
 AN0427  ___________________________________________________________________
 AN0427  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0427
 AN0427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0427
 AN0427.The horizontal coordinates were scaled from a topographic map and have
 AN0427.an estimated accuracy of +/- 6 seconds.
 AN0427
 AN0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0427.The vertical order pertains to the NGVD 29 superseded value.
 AN0427
 AN0427.The geoid height was determined by GEOID03.
 AN0427
 AN0427;                    North         East    Units  Estimated Accuracy
 AN0427;SPC TXSC     - 4,074,730.      828,940.      MT  (+/- 180 meters Scaled)
 AN0427
 AN0427                          SUPERSEDED SURVEY CONTROL
 AN0427
 AN0427  NGVD 29 (??/??/92)    3.90   (m)           12.8    (f) COMPUTED    2 0
 AN0427
 AN0427.Superseded values are not recommended for survey control.
 AN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0427.See file dsdata.txt to determine how the superseded data were derived.
 AN0427
 AN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS289533(NAD 83)
 AN0427_MARKER: DB = BENCH MARK DISK
 AN0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0427_STAMPING: P 580 1942
 AN0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0427+STABILITY: SURFACE MOTION
 AN0427
 AN0427  HISTORY     - Date     Condition        Report By
 AN0427  HISTORY     - 1942     MONUMENTED       CGS
 AN0427  HISTORY     - 1951     POOR             USGS
 AN0427  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0427  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0427
 AN0427                          STATION DESCRIPTION
 AN0427
 AN0427'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AN0427'10.3 MI SW FROM PORT LAVACA.
 AN0427'10.3 MILES SOUTHWEST ALONG STATE HIGHWAY 238 FROM THE COUNTY
 AN0427'COURTHOUSE AT PORT LAVACA, CALHOUN COUNTY, 0.15 MILE SOUTHWEST OF A
 AN0427'SMALL FRAME SCHOOLHOUSE, 225 FEET SOUTHWEST OF A SMALL BRIDGE, 40 FEET
 AN0427'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF A WHITE
 AN0427'WOODEN WITNESS POST, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 AN0427'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED P 580 1942 AND SET
 AN0427'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0427
 AN0427                          STATION RECOVERY (1988)
 AN0427
 AN0427'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0427'MARK NOT FOUND.
 AN0427
 AN0427                          STATION RECOVERY (1998)
 AN0427
 AN0427'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0271 ***********************************************************************
 AN0271  DESIGNATION -  P 581
 AN0271  PID         -  AN0271
 AN0271  STATE/COUNTY-  TX/MATAGORDA
 AN0271  USGS QUAD   -  BLESSING SE (1995)
 AN0271
 AN0271                         *CURRENT SURVEY CONTROL
 AN0271  ___________________________________________________________________
 AN0271* NAD 83(1986)-  28 47 12.     (N)    096 02 14.     (W)     SCALED    
 AN0271* NAVD 88     -         7.89   (+/-2cm)      25.9    (feet)  VERTCON   
 AN0271  ___________________________________________________________________
 AN0271  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AN0271
 AN0271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0271
 AN0271.The horizontal coordinates were scaled from a topographic map and have
 AN0271.an estimated accuracy of +/- 6 seconds.
 AN0271
 AN0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0271.The vertical order pertains to the NGVD 29 superseded value.
 AN0271
 AN0271.The geoid height was determined by GEOID03.
 AN0271
 AN0271;                    North         East    Units  Estimated Accuracy
 AN0271;SPC TXSC     - 4,109,320.      889,220.      MT  (+/- 180 meters Scaled)
 AN0271
 AN0271                          SUPERSEDED SURVEY CONTROL
 AN0271
 AN0271  NGVD 29 (??/??/92)    7.939  (m)           26.05   (f) ADJ UNCH    2 0
 AN0271
 AN0271.Superseded values are not recommended for survey control.
 AN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0271.See file dsdata.txt to determine how the superseded data were derived.
 AN0271
 AN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS892879(NAD 83)
 AN0271_MARKER: DB = BENCH MARK DISK
 AN0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0271_STAMPING: P 581 1941
 AN0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0271+STABILITY: SURFACE MOTION
 AN0271
 AN0271  HISTORY     - Date     Condition        Report By
 AN0271  HISTORY     - 1941     MONUMENTED       CGS
 AN0271  HISTORY     - 1960     GOOD             NGS
 AN0271  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0271
 AN0271                          STATION DESCRIPTION
 AN0271
 AN0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AN0271'5.4 MI E FROM SIMPSONVILLE.
 AN0271'IT IS 4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE, 5.4 MILES
 AN0271'EAST OF SIMPSONVILLE (TIN TOP) ALONG F.M. ROAD NO. 521, 18 INCHES WEST
 AN0271'OF A 4 X 4 POST, ABOUT 0.1 MILE EAST OF A FENCE TO THE SOUTH AND 0.3
 AN0271'MILE SOUTHEAST OF A WINDMILL.  A STANDARD DISK STAMPED P 581 1941 IN A
 AN0271'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 AN0271
 AN0271                          STATION RECOVERY (1991)
 AN0271
 AN0271'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0283 ***********************************************************************
 AN0283  DESIGNATION -  P 582
 AN0283  PID         -  AN0283
 AN0283  STATE/COUNTY-  TX/MATAGORDA
 AN0283  USGS QUAD   -  PALACIOS (1995)
 AN0283
 AN0283                         *CURRENT SURVEY CONTROL
 AN0283  ___________________________________________________________________
 AN0283* NAD 83(1986)-  28 41 12.     (N)    096 09 43.     (W)     SCALED    
 AN0283* NAVD 88     -         5.29   (+/-2cm)      17.4    (feet)  VERTCON   
 AN0283  ___________________________________________________________________
 AN0283  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN0283
 AN0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0283
 AN0283.The horizontal coordinates were scaled from a topographic map and have
 AN0283.an estimated accuracy of +/- 6 seconds.
 AN0283
 AN0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0283.The vertical order pertains to the NGVD 29 superseded value.
 AN0283
 AN0283.The geoid height was determined by GEOID03.
 AN0283
 AN0283;                    North         East    Units  Estimated Accuracy
 AN0283;SPC TXSC     - 4,097,940.      877,320.      MT  (+/- 180 meters Scaled)
 AN0283
 AN0283                          SUPERSEDED SURVEY CONTROL
 AN0283
 AN0283  NGVD 29 (??/??/92)    5.357  (m)           17.58   (f) ADJ UNCH    2 0
 AN0283
 AN0283.Superseded values are not recommended for survey control.
 AN0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0283.See file dsdata.txt to determine how the superseded data were derived.
 AN0283
 AN0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS773765(NAD 83)
 AN0283_MARKER: DB = BENCH MARK DISK
 AN0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0283_STAMPING: P 582 1941
 AN0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0283+STABILITY: SURFACE MOTION
 AN0283
 AN0283  HISTORY     - Date     Condition        Report By
 AN0283  HISTORY     - 1941     MONUMENTED       CGS
 AN0283  HISTORY     - 19961116 GOOD             USPSQD
 AN0283
 AN0283                          STATION DESCRIPTION
 AN0283
 AN0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0283'3.2 MI SE FROM COLLEGEPORT.
 AN0283'3.2 MILES SOUTHEAST OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH MARK
 AN0283'MAY BE REACH FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A PAVED
 AN0283'COUNTY ROAD, THENCE 2.6 MILES SOUTH ALONG THE OYSTER LAKE ROAD. IT IS
 AN0283'AT THE SOUTHEAST CORNER OF A ROAD INTERSECTION, 56 FEET EAST OF THE
 AN0283'CENTER LINE OF THE OYSTER LAKE ROAD, 33 FEET SOUTH OF THE SOUTH END OF
 AN0283'A CONCRETE CULVERT UNDER THE EAST-AND-WEST ROAD, 4 FEET WEST OF A
 AN0283'WHITE WOODEN WITNESS POST, 0.6 FOOT SOUTH OF A FENCE LINE, AND ABOUT
 AN0283'1-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED P 582 1941
 AN0283'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN0283'GROUND.
 AN0283
 AN0283                          STATION RECOVERY (1996)
 AN0283
 AN0283'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0203 ***********************************************************************
 AN0203  DESIGNATION -  P 583
 AN0203  PID         -  AN0203
 AN0203  STATE/COUNTY-  TX/MATAGORDA
 AN0203  USGS QUAD   -  BLESSING (1995)
 AN0203
 AN0203                         *CURRENT SURVEY CONTROL
 AN0203  ___________________________________________________________________
 AN0203* NAD 83(1986)-  28 46 32.     (N)    096 12 36.     (W)     SCALED    
 AN0203* NAVD 88     -         7.08   (+/-2cm)      23.2    (feet)  VERTCON   
 AN0203  ___________________________________________________________________
 AN0203  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0203
 AN0203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0203
 AN0203.The horizontal coordinates were scaled from a topographic map and have
 AN0203.an estimated accuracy of +/- 6 seconds.
 AN0203
 AN0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0203.The vertical order pertains to the NGVD 29 superseded value.
 AN0203
 AN0203.The geoid height was determined by GEOID03.
 AN0203
 AN0203;                    North         East    Units  Estimated Accuracy
 AN0203;SPC TXSC     - 4,107,670.      872,390.      MT  (+/- 180 meters Scaled)
 AN0203
 AN0203                          SUPERSEDED SURVEY CONTROL
 AN0203
 AN0203  NGVD 29 (??/??/92)    7.14   (m)           23.4    (f) COMPUTED    2 0
 AN0203
 AN0203.Superseded values are not recommended for survey control.
 AN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0203.See file dsdata.txt to determine how the superseded data were derived.
 AN0203
 AN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS723863(NAD 83)
 AN0203_MARKER: DB = BENCH MARK DISK
 AN0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0203_SP_SET: CULVERT
 AN0203_STAMPING: P 583 1941
 AN0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0203
 AN0203  HISTORY     - Date     Condition        Report By
 AN0203  HISTORY     - 1941     MONUMENTED       CGS
 AN0203
 AN0203                          STATION DESCRIPTION
 AN0203
 AN0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0203'5.2 MI NE FROM PALACIOS.
 AN0203'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AN0203'PALACIOS-- GO NORTHEASTERLY ALONG STATE HIWAY NO. 35 5.2 MILES TO THE
 AN0203'SITE OF THE MARK.  BENCH MARK IS IN THE SOUTH WINGWALL AT WEST END OF
 AN0203'4X4 BOX CULVERT UNDER HIWAY NO. 35.  A MONEL METAL DISK SET IN A
 AN0203'CONCRETE CULVERT HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0204 ***********************************************************************
 AN0204  DESIGNATION -  P 583 RESET 1963
 AN0204  PID         -  AN0204
 AN0204  STATE/COUNTY-  TX/MATAGORDA
 AN0204  USGS QUAD   -  BLESSING (1995)
 AN0204
 AN0204                         *CURRENT SURVEY CONTROL
 AN0204  ___________________________________________________________________
 AN0204* NAD 83(1986)-  28 46 32.     (N)    096 12 35.     (W)     SCALED    
 AN0204* NAVD 88     -         6.96   (+/-2cm)      22.8    (feet)  VERTCON   
 AN0204  ___________________________________________________________________
 AN0204  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0204
 AN0204  VERT ORDER  -  THIRD (See Below)
 AN0204
 AN0204.The horizontal coordinates were scaled from a topographic map and have
 AN0204.an estimated accuracy of +/- 6 seconds.
 AN0204
 AN0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0204.The vertical order pertains to the NGVD 29 superseded value.
 AN0204
 AN0204.The geoid height was determined by GEOID03.
 AN0204
 AN0204;                    North         East    Units  Estimated Accuracy
 AN0204;SPC TXSC     - 4,107,680.      872,420.      MT  (+/- 180 meters Scaled)
 AN0204
 AN0204                          SUPERSEDED SURVEY CONTROL
 AN0204
 AN0204  NGVD 29 (??/??/??)    7.02   (m)           23.0    (f) RESET       3  
 AN0204
 AN0204.Superseded values are not recommended for survey control.
 AN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0204.See file dsdata.txt to determine how the superseded data were derived.
 AN0204
 AN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS724863(NAD 83)
 AN0204_MARKER: DB = BENCH MARK DISK
 AN0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0204_STAMPING: P 583 RESET 1963
 AN0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0204+STABILITY: SURFACE MOTION
 AN0204
 AN0204  HISTORY     - Date     Condition        Report By
 AN0204  HISTORY     - 1963     MONUMENTED       CGS
 AN0204  HISTORY     - 1991     GOOD             USPSQD
 AN0204
 AN0204                          STATION DESCRIPTION
 AN0204
 AN0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0204'4.8 MI NE FROM PALACIOS.
 AN0204'4.3 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF LOOP
 AN0204'141 AT PALACIOS, MATAGORDA COUNTY, 81 FEET EAST OF CENTER LINE OF
 AN0204'HIGHWAY 35, 49 FEET NORTH OF POWERLINE POLE WITH TRANSFORMER, 41 FEET
 AN0204'NORTHWEST OF NORTHWEST CORNER OF CONCRETE WELL PLATFORM, 29 FEET NORTH
 AN0204'OF CENTER OF STEEL CATTLE GUARD, 2 FEET NORTHEAST OF T-FENCE CORNER
 AN0204'AND 2 FEET SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK STAMPED P
 AN0204'583 RESET 1963 SET IN A 10- BY 10-INCH CONCRETE POST WHICH PROJECTS
 AN0204'3-INCHES.
 AN0204
 AN0204                          STATION RECOVERY (1991)
 AN0204
 AN0204'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0181 ***********************************************************************
 AN0181  DESIGNATION -  P 584
 AN0181  PID         -  AN0181
 AN0181  STATE/COUNTY-  TX/JACKSON
 AN0181  USGS QUAD   -  TURTLE BAY (1995)
 AN0181
 AN0181                         *CURRENT SURVEY CONTROL
 AN0181  ___________________________________________________________________
 AN0181* NAD 83(1986)-  28 43 38.     (N)    096 21 59.     (W)     SCALED    
 AN0181* NAVD 88     -         4.58   (+/-2cm)      15.0    (feet)  VERTCON   
 AN0181  ___________________________________________________________________
 AN0181  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN0181
 AN0181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0181
 AN0181.The horizontal coordinates were scaled from a topographic map and have
 AN0181.an estimated accuracy of +/- 6 seconds.
 AN0181
 AN0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0181.The vertical order pertains to the NGVD 29 superseded value.
 AN0181
 AN0181.The geoid height was determined by GEOID03.
 AN0181
 AN0181;                    North         East    Units  Estimated Accuracy
 AN0181;SPC TXSC     - 4,101,970.      857,240.      MT  (+/- 180 meters Scaled)
 AN0181
 AN0181                          SUPERSEDED SURVEY CONTROL
 AN0181
 AN0181  NGVD 29 (??/??/92)    4.67   (m)           15.3    (f) COMPUTED    2 0
 AN0181
 AN0181.Superseded values are not recommended for survey control.
 AN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0181.See file dsdata.txt to determine how the superseded data were derived.
 AN0181
 AN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS572806(NAD 83)
 AN0181_MARKER: DB = BENCH MARK DISK
 AN0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0181_STAMPING: P 584 1941
 AN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0181+STABILITY: SURFACE MOTION
 AN0181
 AN0181  HISTORY     - Date     Condition        Report By
 AN0181  HISTORY     - 1941     MONUMENTED       CGS
 AN0181
 AN0181                          STATION DESCRIPTION
 AN0181
 AN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0181'9.6 MI W FROM PALACIOS.
 AN0181'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC RR DEPOT AT
 AN0181'PALACIOS-- GO WESTERLY 9.6 MILES ALONG STATE HIWAY NO. 35 TO THE
 AN0181'JUNCTION OF THE ROAD TO FRANCITAS AND SITE OF MARK.  BENCH MARK IS AT
 AN0181'THE NORTHWEST CORNER OF INTERSECTION, 102.0 FEET NORTH OF THE
 AN0181'CENTERLINE OF THE HIWAY, 42.5 FEET WEST OF THE CENTERLINE OF THE ROAD
 AN0181'TO FRANCITAS, 6.0 FEET SOUTHWEST OF FENCE AT ANGLE IN FENCE, 4.0 FEET
 AN0181'NORTHEAST OF WOODEN MARKER POST.  MARK PROJECTS ABOUT 0.5 FOOT.  A
 AN0181'STANDARD DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0182 ***********************************************************************
 AN0182  DESIGNATION -  P 584 RESET 1954
 AN0182  PID         -  AN0182
 AN0182  STATE/COUNTY-  TX/JACKSON
 AN0182  USGS QUAD   -  TURTLE BAY (1995)
 AN0182
 AN0182                         *CURRENT SURVEY CONTROL
 AN0182  ___________________________________________________________________
 AN0182* NAD 83(1986)-  28 43 37.     (N)    096 21 58.     (W)     SCALED    
 AN0182* NAVD 88     -         4.51   (+/-2cm)      14.8    (feet)  VERTCON   
 AN0182  ___________________________________________________________________
 AN0182  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN0182
 AN0182  VERT ORDER  -  THIRD (See Below)
 AN0182
 AN0182.The horizontal coordinates were scaled from a topographic map and have
 AN0182.an estimated accuracy of +/- 6 seconds.
 AN0182
 AN0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0182.The vertical order pertains to the NGVD 29 superseded value.
 AN0182
 AN0182.The geoid height was determined by GEOID03.
 AN0182
 AN0182;                    North         East    Units  Estimated Accuracy
 AN0182;SPC TXSC     - 4,101,940.      857,270.      MT  (+/- 180 meters Scaled)
 AN0182
 AN0182                          SUPERSEDED SURVEY CONTROL
 AN0182
 AN0182  NGVD 29 (??/??/??)    4.59   (m)           15.1    (f) RESET       3  
 AN0182
 AN0182.Superseded values are not recommended for survey control.
 AN0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0182.See file dsdata.txt to determine how the superseded data were derived.
 AN0182
 AN0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS572805(NAD 83)
 AN0182_MARKER: DB = BENCH MARK DISK
 AN0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0182_STAMPING: P 584 RESET 1954
 AN0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0182+STABILITY: SURFACE MOTION
 AN0182
 AN0182  HISTORY     - Date     Condition        Report By
 AN0182  HISTORY     - 1954     MONUMENTED       TXHD
 AN0182
 AN0182                          STATION DESCRIPTION
 AN0182
 AN0182'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0182'9.6 MI W FROM PALACIOS.
 AN0182'9.6 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0182'RAILROAD FROM THE STATION AT PALACIOS, JACKSON COUNTY, AT THE JUNCTION
 AN0182'OF FARM-TO-MARKET HIGHWAY 1862, 183 FEET NORTH OF THE CENTERLINE OF
 AN0182'STATE HIGHWAY 35, 55 FEET EAST OF THE CENTERLINE OF FM 1862, AND AT
 AN0182'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 584 RESET 1954 AND
 AN0182'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0225 ***********************************************************************
 AM0225  DESIGNATION -  P 585 RESET 1967
 AM0225  PID         -  AM0225
 AM0225  STATE/COUNTY-  TX/BRAZORIA
 AM0225  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0225
 AM0225                         *CURRENT SURVEY CONTROL
 AM0225  ___________________________________________________________________
 AM0225* NAD 83(1986)-  28 55 38.     (N)    095 33 51.     (W)     SCALED    
 AM0225* NAVD 88     -         2.79   (+/-2cm)       9.2    (feet)  VERTCON   
 AM0225  ___________________________________________________________________
 AM0225  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AM0225
 AM0225  VERT ORDER  -  THIRD (See Below)
 AM0225
 AM0225.The horizontal coordinates were scaled from a topographic map and have
 AM0225.an estimated accuracy of +/- 6 seconds.
 AM0225
 AM0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0225.The vertical order pertains to the NGVD 29 superseded value.
 AM0225
 AM0225.The geoid height was determined by GEOID03.
 AM0225
 AM0225;                    North         East    Units  Estimated Accuracy
 AM0225;SPC TXSC     - 4,126,150.      934,930.      MT  (+/- 180 meters Scaled)
 AM0225
 AM0225                          SUPERSEDED SURVEY CONTROL
 AM0225
 AM0225  NGVD 29 (??/??/??)    2.82   (m)            9.3    (f) RESET       3  
 AM0225
 AM0225.Superseded values are not recommended for survey control.
 AM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0225.See file dsdata.txt to determine how the superseded data were derived.
 AM0225
 AM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN500026(NAD 83)
 AM0225_MARKER: DB = BENCH MARK DISK
 AM0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0225_STAMPING: P 585 RESET 1967
 AM0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0225+STABILITY: SURFACE MOTION
 AM0225
 AM0225  HISTORY     - Date     Condition        Report By
 AM0225  HISTORY     - 1967     MONUMENTED       CGS
 AM0225  HISTORY     - 1977     GOOD             NGS
 AM0225  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0225
 AM0225                          STATION DESCRIPTION
 AM0225
 AM0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AM0225'12.5 MI E FROM SARGENT.
 AM0225'ABOUT 2.6 MILES NORTH ALONG F.M. HIGHWAY 457 FROM THE POST OFFICE IN
 AM0225'SARGENT, THENCE 8.8 MILES NORTHEAST ALONG F.M. HIGHWAY 2611, THENCE
 AM0225'1.1 MILES SOUTHEAST ALONG F.M. HIGHWAY 2918 TO SITE OF MARK, 80 FEET
 AM0225'NORTHEAST OF THE CENTER LINE OF F.M. HIGHWAY 2918, 28 FEET SOUTHEAST
 AM0225'OF A BLACK-TOP ROAD, 11 FEET NORTHEAST OF POWER LINE POLE NO. 4/43,
 AM0225'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  A COAST AND GEODETIC
 AM0225'SURVEY DISK SET IN A 12 X 12 FT. CONCRETE POST WHICH PROJECTS 5 INCHES
 AM0225'ABOVE THE SURFACE OF GROUND.
 AM0225
 AM0225                          STATION RECOVERY (1977)
 AM0225
 AM0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0225'RECOVERED IN GOOD CONDITION.
 AM0225
 AM0225                          STATION RECOVERY (2003)
 AM0225
 AM0225'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0044 ***********************************************************************
 AM0044  DESIGNATION -  P 586
 AM0044  PID         -  AM0044
 AM0044  STATE/COUNTY-  TX/BRAZORIA
 AM0044  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0044
 AM0044                         *CURRENT SURVEY CONTROL
 AM0044  ___________________________________________________________________
 AM0044* NAD 83(1986)-  28 59 24.     (N)    095 31 19.     (W)     SCALED    
 AM0044* NAVD 88     -         7.71   (+/-2cm)      25.3    (feet)  VERTCON   
 AM0044  ___________________________________________________________________
 AM0044  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AM0044
 AM0044  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0044
 AM0044.The horizontal coordinates were scaled from a topographic map and have
 AM0044.an estimated accuracy of +/- 6 seconds.
 AM0044
 AM0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0044.The vertical order pertains to the NGVD 29 superseded value.
 AM0044
 AM0044.The geoid height was determined by GEOID03.
 AM0044
 AM0044;                    North         East    Units  Estimated Accuracy
 AM0044;SPC TXSC     - 4,133,230.      938,840.      MT  (+/- 180 meters Scaled)
 AM0044
 AM0044                          SUPERSEDED SURVEY CONTROL
 AM0044
 AM0044  NGVD 29 (??/??/92)    7.735  (m)           25.38   (f) ADJ UNCH    1 1
 AM0044
 AM0044.Superseded values are not recommended for survey control.
 AM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0044.See file dsdata.txt to determine how the superseded data were derived.
 AM0044
 AM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN542095(NAD 83)
 AM0044_MARKER: DB = BENCH MARK DISK
 AM0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0044_STAMPING: P 1143 1959
 AM0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0044
 AM0044  HISTORY     - Date     Condition        Report By
 AM0044  HISTORY     - 1942     MONUMENTED       CGS
 AM0044  HISTORY     - 1973     GOOD             NGS
 AM0044  HISTORY     - 1977     GOOD             NGS
 AM0044  HISTORY     - 1978     GOOD             NGS
 AM0044  HISTORY     - 1978     GOOD             NGS
 AM0044  HISTORY     - 1987     GOOD             USPSQD
 AM0044  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0044
 AM0044                          STATION DESCRIPTION
 AM0044
 AM0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0044'0.65 MI S FROM FREEPORT.
 AM0044'0.05 MILE EAST ALONG EAST FOURTH STREET FROM THE POST OFFICE AT
 AM0044'FREEPORT, THENCE 0.6 MILE SOUTH ALONG FARM ROAD 1495 (PINE STREET),
 AM0044'0.1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 288, 6 FEET WEST OF
 AM0044'THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND FREEPORT SUBSTATION OF
 AM0044'THE HOUSTON LIGHT AND POWER COMPANY, 60 1/2 FEET WEST OF THE CENTER
 AM0044'LINE OF THE ROAD, 69 FEET NORTH OF THE CENTER LINE OF A SHELL ROAD
 AM0044'WEST TO A PUMPING STATION, 21 1/2 FEET NORTHEAST OF A POWER POLE
 AM0044'BEARING THREE TRANSFORMERS, 3 1/2 FEET WEST OF A TELEPHONE POLE, 2.3
 AM0044'FEET SOUTH OF A FENCE, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET
 AM0044'LOWER THAN THE ROAD, ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.7
 AM0044'FOOT ABOVE THE GROUND.  NOTE-- THE DISK HAS BEEN DAMAGED BUT STILL
 AM0044'STABLE.
 AM0044
 AM0044                          STATION RECOVERY (1977)
 AM0044
 AM0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0044'RECOVERED IN GOOD CONDITION.
 AM0044
 AM0044                          STATION RECOVERY (1978)
 AM0044
 AM0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0044'RECOVERED IN GOOD CONDITION.
 AM0044
 AM0044                          STATION RECOVERY (1978)
 AM0044
 AM0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0044'RECOVERED IN GOOD CONDITION.
 AM0044
 AM0044                          STATION RECOVERY (1987)
 AM0044
 AM0044'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AM0044'RECOVERED IN GOOD CONDITION.
 AM0044
 AM0044                          STATION RECOVERY (2003)
 AM0044
 AM0044'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0040 ***********************************************************************
 AH0040  DESIGNATION -  P 588
 AH0040  PID         -  AH0040
 AH0040  STATE/COUNTY-  TX/SAN PATRICIO
 AH0040  USGS QUAD   -  ODEM (1975)
 AH0040
 AH0040                         *CURRENT SURVEY CONTROL
 AH0040  ___________________________________________________________________
 AH0040* NAD 83(1986)-  27 58 41.     (N)    097 33 22.     (W)     SCALED    
 AH0040* NAVD 88     -        21.466  (meters)      70.43   (feet)  ADJUSTED  
 AH0040  ___________________________________________________________________
 AH0040  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AH0040  DYNAMIC HT  -          21.433 (meters)      70.32  (feet)  COMP
 AH0040  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 AH0040
 AH0040  VERT ORDER  -  FIRST     CLASS II
 AH0040
 AH0040.The horizontal coordinates were scaled from a topographic map and have
 AH0040.an estimated accuracy of +/- 6 seconds.
 AH0040
 AH0040.The orthometric height was determined by differential leveling
 AH0040.and adjusted by the National Geodetic Survey in June 1991..
 AH0040.WARNING-Repeat measurements at this control monument indicate possible
 AH0040.vertical movement.
 AH0040
 AH0040.The geoid height was determined by GEOID03.
 AH0040
 AH0040.The dynamic height is computed by dividing the NAVD 88
 AH0040.geopotential number by the normal gravity value computed on the
 AH0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0040.degrees latitude (g = 980.6199 gals.).
 AH0040
 AH0040.The modeled gravity was interpolated from observed gravity values.
 AH0040
 AH0040;                    North         East    Units  Estimated Accuracy
 AH0040;SPC TX S     - 5,256,440.      392,860.      MT  (+/- 180 meters Scaled)
 AH0040
 AH0040                          SUPERSEDED SURVEY CONTROL
 AH0040
 AH0040  NGVD 29 (??/??/92)   21.618  (m)           70.93   (f) ADJ UNCH    1 2
 AH0040
 AH0040.Superseded values are not recommended for survey control.
 AH0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0040.See file dsdata.txt to determine how the superseded data were derived.
 AH0040
 AH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR420956(NAD 83)
 AH0040_MARKER: DB = BENCH MARK DISK
 AH0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0040_STAMPING: P 588 1942
 AH0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0040+STABILITY: SURFACE MOTION
 AH0040
 AH0040  HISTORY     - Date     Condition        Report By
 AH0040  HISTORY     - 1942     MONUMENTED       CGS
 AH0040  HISTORY     - 1950     GOOD             NGS
 AH0040  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0040  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0040
 AH0040                          STATION DESCRIPTION
 AH0040
 AH0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0040'2.4 MI NE FROM ODEM.
 AH0040'2.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AH0040'AT ODEM, SAN PATRICIO COUNTY, 112 FEET EAST OF THE FIRST POLE
 AH0040'NORTHEAST OF MILEPOST 157, 150 FEET NORTHEAST OF A FARM-ROAD CROSSING,
 AH0040'44 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 23 FEET NORTHEAST OF
 AH0040'A CURVE IN A FARM ROAD AROUND A CULTIVATED FIELD, 3 FEET NORTH OF A
 AH0040'FENCE CORNER, 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.2 FEET
 AH0040'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, SET IN THE TOP
 AH0040'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AH0040
 AH0040                          STATION RECOVERY (1950)
 AH0040
 AH0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AH0040'RECOVERED IN GOOD CONDITION.
 AH0040
 AH0040                          STATION RECOVERY (1978)
 AH0040
 AH0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0040'NOT RECOVERED THIS DATE.
 AH0040
 AH0040                          STATION RECOVERY (1996)
 AH0040
 AH0040'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0118 ***********************************************************************
 AH0118  DESIGNATION -  P 589
 AH0118  PID         -  AH0118
 AH0118  STATE/COUNTY-  TX/NUECES
 AH0118  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0118
 AH0118                         *CURRENT SURVEY CONTROL
 AH0118  ___________________________________________________________________
 AH0118* NAD 83(1986)-  27 47 16.     (N)    097 25 07.     (W)     SCALED    
 AH0118* NAVD 88     -        11.503  (meters)      37.74   (feet)  ADJUSTED  
 AH0118  ___________________________________________________________________
 AH0118  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH0118  DYNAMIC HT  -          11.485 (meters)      37.68  (feet)  COMP
 AH0118  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 AH0118
 AH0118  VERT ORDER  -  FIRST     CLASS II
 AH0118
 AH0118.The horizontal coordinates were scaled from a topographic map and have
 AH0118.an estimated accuracy of +/- 6 seconds.
 AH0118
 AH0118.The orthometric height was determined by differential leveling
 AH0118.and adjusted by the National Geodetic Survey in June 1991..
 AH0118
 AH0118.The geoid height was determined by GEOID03.
 AH0118
 AH0118.The dynamic height is computed by dividing the NAVD 88
 AH0118.geopotential number by the normal gravity value computed on the
 AH0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0118.degrees latitude (g = 980.6199 gals.).
 AH0118
 AH0118.The modeled gravity was interpolated from observed gravity values.
 AH0118
 AH0118;                    North         East    Units  Estimated Accuracy
 AH0118;SPC TX S     - 5,235,470.      406,570.      MT  (+/- 180 meters Scaled)
 AH0118
 AH0118                          SUPERSEDED SURVEY CONTROL
 AH0118
 AH0118  NGVD 29 (??/??/92)   11.691  (m)           38.36   (f) ADJ UNCH    1 2
 AH0118
 AH0118.Superseded values are not recommended for survey control.
 AH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0118.See file dsdata.txt to determine how the superseded data were derived.
 AH0118
 AH0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR558746(NAD 83)
 AH0118_MARKER: DB = BENCH MARK DISK
 AH0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0118_SP_SET: CULVERT
 AH0118_STAMPING: P 589 1942
 AH0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0118
 AH0118  HISTORY     - Date     Condition        Report By
 AH0118  HISTORY     - 1942     MONUMENTED       CGS
 AH0118  HISTORY     - 1959     GOOD             NGS
 AH0118  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0118  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0118
 AH0118                          STATION DESCRIPTION
 AH0118
 AH0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0118'0.9 MI W FROM CORPUS CHRISTI.
 AH0118'ABOUT 0.9 MILE WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE FREIGHT
 AH0118'STATION AT CORPUS CHRISTI, 12 POLES EAST OF MILEPOST 160, IN THE TOP
 AH0118'OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A DOUBLE CONCRETE
 AH0118'BOX CULVERT UNDER THE SIDE TRACK, 2 1/2 POLES EAST OF THE PORT AVENUE
 AH0118'CROSSING, 267 FEET EAST OF A TEX-MEX JUNCTION SIGN, 67 FEET NORTH OF
 AH0118'THE NORTH RAIL OF THE MAIN TRACK, 11 FEET SOUTHEAST OF THE SOUTHEAST
 AH0118'RAIL OF A SIDE TRACK, ABOUT LEVEL WITH THE TRACKS.
 AH0118
 AH0118                          STATION RECOVERY (1978)
 AH0118
 AH0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0118'NOT RECOVERED THIS DATE.
 AH0118
 AH0118                          STATION RECOVERY (2001)
 AH0118
 AH0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0118'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0345 ***********************************************************************
 AE0345  DESIGNATION -  P 59
 AE0345  PID         -  AE0345
 AE0345  STATE/COUNTY-  TX/HIDALGO
 AE0345  USGS QUAD   -  PHARR (1983)
 AE0345
 AE0345                         *CURRENT SURVEY CONTROL
 AE0345  ___________________________________________________________________
 AE0345* NAD 83(1986)-  26 11 23.     (N)    098 09 32.     (W)     SCALED    
 AE0345* NAVD 88     -        33.597  (meters)     110.23   (feet)  ADJUSTED  
 AE0345  ___________________________________________________________________
 AE0345  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE0345  DYNAMIC HT  -          33.541 (meters)     110.04  (feet)  COMP
 AE0345  MODELED GRAV-     978,996.8   (mgal)                       NAVD 88
 AE0345
 AE0345  VERT ORDER  -  FIRST     CLASS II
 AE0345
 AE0345.The horizontal coordinates were scaled from a topographic map and have
 AE0345.an estimated accuracy of +/- 6 seconds.
 AE0345
 AE0345.The orthometric height was determined by differential leveling
 AE0345.and adjusted by the National Geodetic Survey in June 1991..
 AE0345.WARNING-Repeat measurements at this control monument indicate possible
 AE0345.vertical movement.
 AE0345
 AE0345.The geoid height was determined by GEOID03.
 AE0345
 AE0345.The dynamic height is computed by dividing the NAVD 88
 AE0345.geopotential number by the normal gravity value computed on the
 AE0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0345.degrees latitude (g = 980.6199 gals.).
 AE0345
 AE0345.The modeled gravity was interpolated from observed gravity values.
 AE0345
 AE0345;                    North         East    Units  Estimated Accuracy
 AE0345;SPC TX S     - 5,058,000.      334,100.      MT  (+/- 180 meters Scaled)
 AE0345
 AE0345                          SUPERSEDED SURVEY CONTROL
 AE0345
 AE0345.No superseded survey control is available for this station.
 AE0345
 AE0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP840969(NAD 83)
 AE0345_MARKER: DB = BENCH MARK DISK
 AE0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0345_SP_SET: BUILDING
 AE0345_STAMPING: P 59 1918 ELEV. 110.495 FT.
 AE0345_MARK LOGO: CGS   
 AE0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0345
 AE0345  HISTORY     - Date     Condition        Report By
 AE0345  HISTORY     - 1918     MONUMENTED       CGS
 AE0345  HISTORY     - 1942     GOOD             NGS
 AE0345  HISTORY     - 1943     GOOD             USGS
 AE0345  HISTORY     - 1981     GOOD             NGS
 AE0345  HISTORY     - 1987     GOOD             USPSQD
 AE0345
 AE0345                          STATION DESCRIPTION
 AE0345
 AE0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0345'IN SAN JUAN.
 AE0345'BENCH MARK IS SET VERTICALLY IN THE NORTH WALL OF THE OLD SAN JUAN
 AE0345'STATE. BANK BUILDING IN THE SOUTHWEST ANGLE OF STANDARD AVENUE AND
 AE0345'U.S. HIGHWAY NO. 281.  IT IS 31.7 FEET SOUTH OF AND ABOUT 3.0 FEET
 AE0345'ABOVE THE CENTERLINE OF THE HIGHWAY, 2.5 FEET ABOVE THE CONCRETE WALK,
 AE0345'1.1 FOOT WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 AE0345
 AE0345                          STATION RECOVERY (1943)
 AE0345
 AE0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0345'BENCH MARK IS SET VERTICALLY IN THE NORTH WALL OF THE OLD SAN JUAN
 AE0345'STATE BANK BUILDING (NOW OCCUPIED BY THE HIDALGO WATER DISTRICT
 AE0345'OFFICE RM 2), AT THE INTERSECTION OF STANDARD AVENUE AND U.S. HIGHWAY
 AE0345'NO 83. IT IS 2.5 FEET ABOVE THE CONCRETE WALK AND 1.1 FEET WEST OF
 AE0345'THE NORTHEAST CORNER OF THE BUILDING. A DISK SET IN DRILL HOLE.
 AE0345
 AE0345                          STATION RECOVERY (1981)
 AE0345
 AE0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0345'IN SAN JUAN, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF U.S.
 AE0345'HIGHWAY 83 BUSINESS AND STANDARD AVENUE, SET VERTICALLY IN THE NORTH
 AE0345'WALL OF THE OLD SAN JUAN BANK BUILDING (NOW VACANT), 0.4 METER
 AE0345'(1.1 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 AE0345'THE MARK IS 0.8 M ABOVE SIDEWALK.
 AE0345
 AE0345                          STATION RECOVERY (1987)
 AE0345
 AE0345'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0825 ***********************************************************************
 AN0825  DESIGNATION -  P 591
 AN0825  PID         -  AN0825
 AN0825  STATE/COUNTY-  TX/CALHOUN
 AN0825  USGS QUAD   -  GREEN LAKE (1995)
 AN0825
 AN0825                         *CURRENT SURVEY CONTROL
 AN0825  ___________________________________________________________________
 AN0825* NAD 83(1986)-  28 30 06.     (N)    096 46 26.     (W)     SCALED    
 AN0825* NAVD 88     -         8.61   (+/-2cm)      28.2    (feet)  VERTCON   
 AN0825  ___________________________________________________________________
 AN0825  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0825
 AN0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0825
 AN0825.The horizontal coordinates were scaled from a topographic map and have
 AN0825.an estimated accuracy of +/- 6 seconds.
 AN0825
 AN0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0825.The vertical order pertains to the NGVD 29 superseded value.
 AN0825
 AN0825.The geoid height was determined by GEOID03.
 AN0825
 AN0825;                    North         East    Units  Estimated Accuracy
 AN0825;SPC TXSC     - 4,076,150.      817,920.      MT  (+/- 180 meters Scaled)
 AN0825
 AN0825                          SUPERSEDED SURVEY CONTROL
 AN0825
 AN0825  NGVD 29 (??/??/92)    8.737  (m)           28.66   (f) ADJ UNCH    2 0
 AN0825
 AN0825.Superseded values are not recommended for survey control.
 AN0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0825.See file dsdata.txt to determine how the superseded data were derived.
 AN0825
 AN0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS178547(NAD 83)
 AN0825_MARKER: DB = BENCH MARK DISK
 AN0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0825_STAMPING: P 591 1942
 AN0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0825+STABILITY: SURFACE MOTION
 AN0825
 AN0825  HISTORY     - Date     Condition        Report By
 AN0825  HISTORY     - 1942     MONUMENTED       CGS
 AN0825  HISTORY     - 1974     MARK NOT FOUND   NGS
 AN0825
 AN0825                          STATION DESCRIPTION
 AN0825
 AN0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0825'1.9 MI SE FROM GREEN LAKE.
 AN0825'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 185 FROM THE INTERSECTION OF
 AN0825'STATE HIGHWAY 35 AT GREEN LAKE, CALHOUN COUNTY, AT THE JUNTION OF A
 AN0825'SIDE ROAD, 45 FEET EAST OF THE CENTER OF THE JUNCTION, 44 FEET
 AN0825'SOUTHWEST OF THE CENTERLINE OF THE ST. LOUIS, BROWNSVILLE, AND MEXICO
 AN0825'RAILWAY TRACK, 33 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3
 AN0825'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 AN0825'A STANDARD DISK, STAMPED P 591 1942 AND SET IN THE TOP OF A CONCRETE
 AN0825'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0825
 AN0825                          STATION RECOVERY (1974)
 AN0825
 AN0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AN0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0850 ***********************************************************************
 AN0850  DESIGNATION -  P 592
 AN0850  PID         -  AN0850
 AN0850  STATE/COUNTY-  TX/CALHOUN
 AN0850  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0850
 AN0850                         *CURRENT SURVEY CONTROL
 AN0850  ___________________________________________________________________
 AN0850* NAD 83(1986)-  28 33 32.     (N)    096 37 17.     (W)     SCALED    
 AN0850* NAVD 88     -         4.33   (+/-2cm)      14.2    (feet)  VERTCON   
 AN0850  ___________________________________________________________________
 AN0850  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN0850
 AN0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0850
 AN0850.The horizontal coordinates were scaled from a topographic map and have
 AN0850.an estimated accuracy of +/- 6 seconds.
 AN0850
 AN0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0850.The vertical order pertains to the NGVD 29 superseded value.
 AN0850
 AN0850.The geoid height was determined by GEOID03.
 AN0850
 AN0850;                    North         East    Units  Estimated Accuracy
 AN0850;SPC TXSC     - 4,082,780.      832,720.      MT  (+/- 180 meters Scaled)
 AN0850
 AN0850                          SUPERSEDED SURVEY CONTROL
 AN0850
 AN0850  NGVD 29 (??/??/92)    4.445  (m)           14.58   (f) ADJ UNCH    2 0
 AN0850
 AN0850.Superseded values are not recommended for survey control.
 AN0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0850.See file dsdata.txt to determine how the superseded data were derived.
 AN0850
 AN0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS326614(NAD 83)
 AN0850_MARKER: DB = BENCH MARK DISK
 AN0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0850_STAMPING: P 592 1942
 AN0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0850+STABILITY: SURFACE MOTION
 AN0850
 AN0850  HISTORY     - Date     Condition        Report By
 AN0850  HISTORY     - 1942     MONUMENTED       CGS
 AN0850  HISTORY     - 1950     GOOD             NGS
 AN0850  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0850  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0850
 AN0850                          STATION DESCRIPTION
 AN0850
 AN0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0850'5.4 MI SE FROM PORT LAVACA.
 AN0850'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COURTHOUSE AT PORT
 AN0850'LAVACA, THENCE 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 316, 200 FEET
 AN0850'SOUTH OF AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF A SMALL WHITE
 AN0850'HOUSE, 56 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 78 FEET
 AN0850'SOUTHEAST OF A POWER POLE, 1.4 FEET NORTHEAST OF A FENCE, 3 FEET
 AN0850'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AN0850'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AN0850
 AN0850                          STATION RECOVERY (1988)
 AN0850
 AN0850'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0850'MARK NOT FOUND.
 AN0850
 AN0850                          STATION RECOVERY (1998)
 AN0850
 AN0850'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0405 ***********************************************************************
 AN0405  DESIGNATION -  P 594
 AN0405  PID         -  AN0405
 AN0405  STATE/COUNTY-  TX/REFUGIO
 AN0405  USGS QUAD   -  TIVOLI SE (1952)
 AN0405
 AN0405                         *CURRENT SURVEY CONTROL
 AN0405  ___________________________________________________________________
 AN0405* NAD 83(1986)-  28 17 53.     (N)    096 48 27.     (W)     SCALED    
 AN0405* NAVD 88     -         3.83   (+/-2cm)      12.6    (feet)  VERTCON   
 AN0405  ___________________________________________________________________
 AN0405  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0405
 AN0405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0405
 AN0405.The horizontal coordinates were scaled from a topographic map and have
 AN0405.an estimated accuracy of +/- 6 seconds.
 AN0405
 AN0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0405.The vertical order pertains to the NGVD 29 superseded value.
 AN0405
 AN0405.The geoid height was determined by GEOID03.
 AN0405
 AN0405;                    North         East    Units  Estimated Accuracy
 AN0405;SPC TXSC     - 4,053,520.      815,060.      MT  (+/- 180 meters Scaled)
 AN0405
 AN0405                          SUPERSEDED SURVEY CONTROL
 AN0405
 AN0405  NGVD 29 (??/??/92)    3.945  (m)           12.94   (f) ADJ UNCH    2 0
 AN0405
 AN0405.Superseded values are not recommended for survey control.
 AN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0405.See file dsdata.txt to determine how the superseded data were derived.
 AN0405
 AN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS150321(NAD 83)
 AN0405_MARKER: DB = BENCH MARK DISK
 AN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0405_STAMPING: P 594 1942
 AN0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0405+STABILITY: SURFACE MOTION
 AN0405
 AN0405  HISTORY     - Date     Condition        Report By
 AN0405  HISTORY     - 1942     MONUMENTED       CGS
 AN0405  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN0405
 AN0405                          STATION DESCRIPTION
 AN0405
 AN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0405'6.9 MI SSE FROM AUSTWELL.
 AN0405'6.9 MILES SOUTH-SOUTHEAST ALONG A SHELL ROAD FROM THE CITY WATER TOWER
 AN0405'AT AUSTWELL, REFUGIO COUNTY, 1.0 MILE SOUTHWEST ALONG THE C.C.C. ROAD.
 AN0405'ON A LOW SAND RIDGE, 40 FEET SOUTH OF A 10-INCH LIVE OAK TREE AT THE
 AN0405'EAST EDGE OF A THICKET, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 3
 AN0405'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 3 FEET HIGHER THAN THE
 AN0405'ROAD.  A STANDARD DISK, STAMPED P 594 1942 AND SET IN THE TOP OF A
 AN0405'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AN0405
 AN0405                          STATION RECOVERY (1999)
 AN0405
 AN0405'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0148 ***********************************************************************
 AN0148  DESIGNATION -  P 596
 AN0148  PID         -  AN0148
 AN0148  STATE/COUNTY-  TX/JACKSON
 AN0148  USGS QUAD   -  OLIVIA (1995)
 AN0148
 AN0148                         *CURRENT SURVEY CONTROL
 AN0148  ___________________________________________________________________
 AN0148* NAD 83(1986)-  28 42 29.     (N)    096 29 16.     (W)     SCALED    
 AN0148* NAVD 88     -         5.66   (+/-2cm)      18.6    (feet)  VERTCON   
 AN0148  ___________________________________________________________________
 AN0148  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN0148
 AN0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0148
 AN0148.The horizontal coordinates were scaled from a topographic map and have
 AN0148.an estimated accuracy of +/- 6 seconds.
 AN0148
 AN0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0148.The vertical order pertains to the NGVD 29 superseded value.
 AN0148
 AN0148.The geoid height was determined by GEOID03.
 AN0148
 AN0148;                    North         East    Units  Estimated Accuracy
 AN0148;SPC TXSC     - 4,099,580.      845,440.      MT  (+/- 180 meters Scaled)
 AN0148
 AN0148                          SUPERSEDED SURVEY CONTROL
 AN0148
 AN0148  NGVD 29 (??/??/92)    5.762  (m)           18.90   (f) ADJ UNCH    2 0
 AN0148
 AN0148.Superseded values are not recommended for survey control.
 AN0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0148.See file dsdata.txt to determine how the superseded data were derived.
 AN0148
 AN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS454782(NAD 83)
 AN0148_MARKER: DB = BENCH MARK DISK
 AN0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0148_STAMPING: P 596 1942
 AN0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0148+STABILITY: SURFACE MOTION
 AN0148
 AN0148  HISTORY     - Date     Condition        Report By
 AN0148  HISTORY     - 1942     MONUMENTED       CGS
 AN0148  HISTORY     - 1943     GOOD             NGS
 AN0148
 AN0148                          STATION DESCRIPTION
 AN0148
 AN0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0148'17.2 MI W FROM PALACIOS.
 AN0148'2.1 MILES WEST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0148'HIGHWAY 172 ABOUT 8.3 MILES SOUTH OF LA WARD, JACKSON COUNTY, AT THE
 AN0148'JUNCTION OF A ROAD LEADING NORTH TO TALER RANCH, 55 FEET NORTHEAST OF
 AN0148'THE CENTER OF THE JUNCTION, 51 FEET NORTH OF THE CENTER LINE OF THE
 AN0148'HIGHWAY, 4 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT SOUTH
 AN0148'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 596 1942 AND
 AN0148'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0158 ***********************************************************************
 AJ0158  DESIGNATION -  P 598
 AJ0158  PID         -  AJ0158
 AJ0158  STATE/COUNTY-  TX/JIM WELLS
 AJ0158  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0158
 AJ0158                         *CURRENT SURVEY CONTROL
 AJ0158  ___________________________________________________________________
 AJ0158* NAD 83(1986)-  27 34 19.     (N)    098 12 03.     (W)     SCALED    
 AJ0158* NAVD 88     -        67.491  (meters)     221.43   (feet)  ADJUSTED  
 AJ0158  ___________________________________________________________________
 AJ0158  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AJ0158  DYNAMIC HT  -          67.386 (meters)     221.08  (feet)  COMP
 AJ0158  MODELED GRAV-     979,083.0   (mgal)                       NAVD 88
 AJ0158
 AJ0158  VERT ORDER  -  SECOND    CLASS 0
 AJ0158
 AJ0158.The horizontal coordinates were scaled from a topographic map and have
 AJ0158.an estimated accuracy of +/- 6 seconds.
 AJ0158
 AJ0158.The orthometric height was determined by differential leveling
 AJ0158.and adjusted by the National Geodetic Survey in June 1991..
 AJ0158
 AJ0158.The geoid height was determined by GEOID03.
 AJ0158
 AJ0158.The dynamic height is computed by dividing the NAVD 88
 AJ0158.geopotential number by the normal gravity value computed on the
 AJ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0158.degrees latitude (g = 980.6199 gals.).
 AJ0158
 AJ0158.The modeled gravity was interpolated from observed gravity values.
 AJ0158
 AJ0158;                    North         East    Units  Estimated Accuracy
 AJ0158;SPC TX S     - 5,211,130.      329,540.      MT  (+/- 180 meters Scaled)
 AJ0158
 AJ0158                          SUPERSEDED SURVEY CONTROL
 AJ0158
 AJ0158  NGVD 29 (??/??/92)   67.63   (m)          221.9    (f) COMPUTED    2 0
 AJ0158
 AJ0158.Superseded values are not recommended for survey control.
 AJ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0158.See file dsdata.txt to determine how the superseded data were derived.
 AJ0158
 AJ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR788500(NAD 83)
 AJ0158_MARKER: DB = BENCH MARK DISK
 AJ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0158_STAMPING: P 598 1942
 AJ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0158+STABILITY: SURFACE MOTION
 AJ0158
 AJ0158  HISTORY     - Date     Condition        Report By
 AJ0158  HISTORY     - 1942     MONUMENTED       CGS
 AJ0158  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0158
 AJ0158                          STATION DESCRIPTION
 AJ0158
 AJ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0158'17.7 MI SW FROM ALICE.
 AJ0158'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0158'7.9 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0158'INTERSECTION OF DIRT ROAD LEADING WESTERLY.  THENCE, GO 7.8 MILES
 AJ0158'WESTERLY ALONG THE DIRT ROAD TO PALITO BLANCO SCHOOL HOUSE.  THENCE,
 AJ0158'GO 2.0 MILES SOUTHWEST ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AJ0158'BENCH MARK IS ABOUT 0.1 MILE SOUTHWEST OF A SMALL BUNCH OF TREES IN
 AJ0158'FENCE LINE, 20.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 3.0 FEET
 AJ0158'WEST OF A 4X4-INCH WOODEN MARKER POST.  IT IS 1.0 FOOT SOUTH OF FENCE.
 AJ0158'THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0158
 AJ0158                          STATION RECOVERY (1962)
 AJ0158
 AJ0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0214 ***********************************************************************
 AJ0214  DESIGNATION -  P 599
 AJ0214  PID         -  AJ0214
 AJ0214  STATE/COUNTY-  TX/DUVAL
 AJ0214  USGS QUAD   -  SAN JOSE (1968)
 AJ0214
 AJ0214                         *CURRENT SURVEY CONTROL
 AJ0214  ___________________________________________________________________
 AJ0214* NAD 83(1986)-  27 34 55.     (N)    098 17 42.     (W)     SCALED    
 AJ0214* NAVD 88     -        93.852  (meters)     307.91   (feet)  ADJUSTED  
 AJ0214  ___________________________________________________________________
 AJ0214  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AJ0214  DYNAMIC HT  -          93.705 (meters)     307.43  (feet)  COMP
 AJ0214  MODELED GRAV-     979,079.8   (mgal)                       NAVD 88
 AJ0214
 AJ0214  VERT ORDER  -  SECOND    CLASS 0
 AJ0214
 AJ0214.The horizontal coordinates were scaled from a topographic map and have
 AJ0214.an estimated accuracy of +/- 6 seconds.
 AJ0214
 AJ0214.The orthometric height was determined by differential leveling
 AJ0214.and adjusted by the National Geodetic Survey in June 1991..
 AJ0214
 AJ0214.The geoid height was determined by GEOID03.
 AJ0214
 AJ0214.The dynamic height is computed by dividing the NAVD 88
 AJ0214.geopotential number by the normal gravity value computed on the
 AJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0214.degrees latitude (g = 980.6199 gals.).
 AJ0214
 AJ0214.The modeled gravity was interpolated from observed gravity values.
 AJ0214
 AJ0214;                    North         East    Units  Estimated Accuracy
 AJ0214;SPC TX S     - 5,212,220.      320,240.      MT  (+/- 180 meters Scaled)
 AJ0214
 AJ0214                          SUPERSEDED SURVEY CONTROL
 AJ0214
 AJ0214  NGVD 29 (??/??/92)   93.93   (m)          308.2    (f) COMPUTED    2 0
 AJ0214
 AJ0214.Superseded values are not recommended for survey control.
 AJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0214.See file dsdata.txt to determine how the superseded data were derived.
 AJ0214
 AJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR695510(NAD 83)
 AJ0214_MARKER: DB = BENCH MARK DISK
 AJ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0214_STAMPING: P 599 1942
 AJ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0214+STABILITY: SURFACE MOTION
 AJ0214
 AJ0214  HISTORY     - Date     Condition        Report By
 AJ0214  HISTORY     - 1942     MONUMENTED       CGS
 AJ0214  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0214
 AJ0214                          STATION DESCRIPTION
 AJ0214
 AJ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0214'8.6 MI E FROM BENAVIDES.
 AJ0214'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BENAVIDES--
 AJ0214'PROCEED 8.6 MILES EASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AJ0214'MARK.  BENCH MARK IS ON A SMALL FLAT BETWEEN TWO HILLS, 16.0 FEET
 AJ0214'SOUTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A 4X4-INCH
 AJ0214'WOODEN MARKER POST AND 2.0 FEET SOUTH OF FENCE.  THE MONUMENT PROJECTS
 AJ0214'0.3 FOOT.
 AJ0214
 AJ0214                          STATION RECOVERY (1968)
 AJ0214
 AJ0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0314 ***********************************************************************
 AJ0314  DESIGNATION -  P 600
 AJ0314  PID         -  AJ0314
 AJ0314  STATE/COUNTY-  TX/JIM WELLS
 AJ0314  USGS QUAD   -  SEELIGSON RANCH (1963)
 AJ0314
 AJ0314                         *CURRENT SURVEY CONTROL
 AJ0314  ___________________________________________________________________
 AJ0314* NAD 83(1986)-  27 27 40.     (N)    098 11 25.     (W)     SCALED    
 AJ0314* NAVD 88     -        60.093  (meters)     197.16   (feet)  ADJUSTED  
 AJ0314  ___________________________________________________________________
 AJ0314  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AJ0314  DYNAMIC HT  -          59.998 (meters)     196.84  (feet)  COMP
 AJ0314  MODELED GRAV-     979,078.1   (mgal)                       NAVD 88
 AJ0314
 AJ0314  VERT ORDER  -  SECOND    CLASS 0
 AJ0314
 AJ0314.The horizontal coordinates were scaled from a topographic map and have
 AJ0314.an estimated accuracy of +/- 6 seconds.
 AJ0314
 AJ0314.The orthometric height was determined by differential leveling
 AJ0314.and adjusted by the National Geodetic Survey in June 1991..
 AJ0314
 AJ0314.The geoid height was determined by GEOID03.
 AJ0314
 AJ0314.The dynamic height is computed by dividing the NAVD 88
 AJ0314.geopotential number by the normal gravity value computed on the
 AJ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0314.degrees latitude (g = 980.6199 gals.).
 AJ0314
 AJ0314.The modeled gravity was interpolated from observed gravity values.
 AJ0314
 AJ0314;                    North         East    Units  Estimated Accuracy
 AJ0314;SPC TX S     - 5,198,850.      330,610.      MT  (+/- 180 meters Scaled)
 AJ0314
 AJ0314                          SUPERSEDED SURVEY CONTROL
 AJ0314
 AJ0314  NGVD 29 (??/??/92)   60.21   (m)          197.5    (f) COMPUTED    2 0
 AJ0314
 AJ0314.Superseded values are not recommended for survey control.
 AJ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0314.See file dsdata.txt to determine how the superseded data were derived.
 AJ0314
 AJ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR800377(NAD 83)
 AJ0314_MARKER: DB = BENCH MARK DISK
 AJ0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0314_STAMPING: P 600 1942
 AJ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0314+STABILITY: SURFACE MOTION
 AJ0314
 AJ0314  HISTORY     - Date     Condition        Report By
 AJ0314  HISTORY     - 1942     MONUMENTED       CGS
 AJ0314
 AJ0314                          STATION DESCRIPTION
 AJ0314
 AJ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0314'13.3 MI NW FROM PREMONT.
 AJ0314'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0314'PROCEED 7.7 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0314'INTERSECTION OF TRACK ROAD LEADING WEST.  THENCE, GO 5.6 MILES
 AJ0314'WESTERLY ALONG THE TRACK ROAD TO THE SITE OF BENCH MARK.  BENCH MARK
 AJ0314'IS AT THE INTERSECTION OF LANE SOUTHERLY TO RANCH OWNED BY ED.G. VELA
 AJ0314'IN 1942, 27.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 24.0 FEET
 AJ0314'EAST OF THE CENTERLINE OF THE LANE.  IT IS 3.0 FEET EAST OF A FOUR-BY
 AJ0314'FOUR INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF A FENCE.  THE
 AJ0314'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1392 ***********************************************************************
 AN1392  DESIGNATION -  P 601
 AN1392  PID         -  AN1392
 AN1392  STATE/COUNTY-  TX/ARANSAS
 AN1392  USGS QUAD   -  ROCKPORT (1979)
 AN1392
 AN1392                         *CURRENT SURVEY CONTROL
 AN1392  ___________________________________________________________________
 AN1392* NAD 83(1986)-  28 05 00.     (N)    097 02 12.     (W)     SCALED    
 AN1392* NAVD 88     -         5.87   (+/-2cm)      19.3    (feet)  VERTCON   
 AN1392  ___________________________________________________________________
 AN1392  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1392
 AN1392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1392
 AN1392.The horizontal coordinates were scaled from a topographic map and have
 AN1392.an estimated accuracy of +/- 6 seconds.
 AN1392
 AN1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1392.The vertical order pertains to the NGVD 29 superseded value.
 AN1392
 AN1392.The geoid height was determined by GEOID03.
 AN1392
 AN1392;                    North         East    Units  Estimated Accuracy
 AN1392;SPC TXSC     - 4,029,330.      792,980.      MT  (+/- 180 meters Scaled)
 AN1392
 AN1392                          SUPERSEDED SURVEY CONTROL
 AN1392
 AN1392  NGVD 29 (??/??/92)    6.003  (m)           19.69   (f) ADJ UNCH    2 0
 AN1392
 AN1392.Superseded values are not recommended for survey control.
 AN1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1392.See file dsdata.txt to determine how the superseded data were derived.
 AN1392
 AN1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS929079(NAD 83)
 AN1392_MARKER: DB = BENCH MARK DISK
 AN1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1392_STAMPING: P 601 1942
 AN1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1392+STABILITY: SURFACE MOTION
 AN1392
 AN1392  HISTORY     - Date     Condition        Report By
 AN1392  HISTORY     - 1942     MONUMENTED       CGS
 AN1392  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1392  HISTORY     - 1987     GOOD             USPSQD
 AN1392  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1392
 AN1392                          STATION DESCRIPTION
 AN1392
 AN1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1392'4.2 MI N FROM ROCKPORT.
 AN1392'4.2 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN1392'ROCKPORT, ARANSAS COUNTY, AT THE NORTH END OF A CUT THROUGH A SMALL
 AN1392'SAND HILL, AT A PRIVATE-ROAD INTERSECTION, 70 FEET SOUTH OF A GATE IN
 AN1392'THE RIGHT-OF-WAY FENCE, 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 AN1392'14 FEET NORTH OF A FENCE CORNER, 3 FEET NORTH OF A WHITE WOODEN
 AN1392'WITNESS POST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH
 AN1392'THE HIGHWAY.  A STANDARD DISK, STAMPED P 601 1942 AND SET IN THE TOP
 AN1392'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1392
 AN1392                          STATION RECOVERY (1974)
 AN1392
 AN1392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1392'MARK NOT FOUND.
 AN1392
 AN1392                          STATION RECOVERY (1987)
 AN1392
 AN1392'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1392'RECOVERED IN GOOD CONDITION.
 AN1392
 AN1392                          STATION RECOVERY (1988)
 AN1392
 AN1392'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 AN1392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1287 ***********************************************************************
 AN1287  DESIGNATION -  P 602
 AN1287  PID         -  AN1287
 AN1287  STATE/COUNTY-  TX/REFUGIO
 AN1287  USGS QUAD   -  TWIN MOTT LAKE (1978)
 AN1287
 AN1287                         *CURRENT SURVEY CONTROL
 AN1287  ___________________________________________________________________
 AN1287* NAD 83(1986)-  28 18 25.     (N)    097 05 10.     (W)     SCALED    
 AN1287* NAVD 88     -        10.66   (+/-2cm)      35.0    (feet)  VERTCON   
 AN1287  ___________________________________________________________________
 AN1287  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1287
 AN1287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1287
 AN1287.The horizontal coordinates were scaled from a topographic map and have
 AN1287.an estimated accuracy of +/- 6 seconds.
 AN1287
 AN1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1287.The vertical order pertains to the NGVD 29 superseded value.
 AN1287
 AN1287.The geoid height was determined by GEOID03.
 AN1287
 AN1287;                    North         East    Units  Estimated Accuracy
 AN1287;SPC TXSC     - 4,054,030.      787,710.      MT  (+/- 180 meters Scaled)
 AN1287
 AN1287                          SUPERSEDED SURVEY CONTROL
 AN1287
 AN1287  NGVD 29 (??/??/92)   10.801  (m)           35.44   (f) ADJ UNCH    2 0
 AN1287
 AN1287.Superseded values are not recommended for survey control.
 AN1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1287.See file dsdata.txt to determine how the superseded data were derived.
 AN1287
 AN1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS876326(NAD 83)
 AN1287_MARKER: DB = BENCH MARK DISK
 AN1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1287_STAMPING: P 602 1942
 AN1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1287+STABILITY: SURFACE MOTION
 AN1287
 AN1287  HISTORY     - Date     Condition        Report By
 AN1287  HISTORY     - 1942     MONUMENTED       CGS
 AN1287  HISTORY     - 1942     GOOD             NGS
 AN1287  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1287  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1287  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1287
 AN1287                          STATION DESCRIPTION
 AN1287
 AN1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1287'11.7 MI E FROM REFUGIO.
 AN1287'11.7 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1287'REFUGIO, REFUGIO COUNTY, 1.7 MILES EAST OF THE CONCRETE BRIDGE OVER
 AN1287'CAVASSO CREEK, 0.5 MILE WEST OF TWO CONCRETE CULVERTS, 49 FEET SOUTH
 AN1287'OF THE CENTERLINE OF THE ROAD, 5 FEET EAST OF A POLE, 3 FEET WEST OF A
 AN1287'WHITE WOODEN WITNESS POST, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND
 AN1287'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED P 602 1942 AND SET IN
 AN1287'THE TOP OF A CONCRETE POST.
 AN1287
 AN1287                          STATION RECOVERY (1973)
 AN1287
 AN1287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1287'MARK NOT FOUND.
 AN1287
 AN1287                          STATION RECOVERY (1988)
 AN1287
 AN1287'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1287'MARK NOT FOUND.
 AN1287
 AN1287                          STATION RECOVERY (1999)
 AN1287
 AN1287'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0268 ***********************************************************************
 AH0268  DESIGNATION -  P 603
 AH0268  PID         -  AH0268
 AH0268  STATE/COUNTY-  TX/SAN PATRICIO
 AH0268  USGS QUAD   -  GREGORY (1975)
 AH0268
 AH0268                         *CURRENT SURVEY CONTROL
 AH0268  ___________________________________________________________________
 AH0268* NAD 83(1986)-  28 00 00.     (N)    097 22 27.     (W)     SCALED    
 AH0268* NAVD 88     -        14.81   (+/-2cm)      48.6    (feet)  VERTCON   
 AH0268  ___________________________________________________________________
 AH0268  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AH0268
 AH0268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0268
 AH0268.The horizontal coordinates were scaled from a topographic map and have
 AH0268.an estimated accuracy of +/- 6 seconds.
 AH0268
 AH0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0268.The vertical order pertains to the NGVD 29 superseded value.
 AH0268
 AH0268.The geoid height was determined by GEOID03.
 AH0268
 AH0268;                    North         East    Units  Estimated Accuracy
 AH0268;SPC TX S     - 5,259,020.      410,740.      MT  (+/- 180 meters Scaled)
 AH0268
 AH0268                          SUPERSEDED SURVEY CONTROL
 AH0268
 AH0268  NGVD 29 (??/??/92)   14.986  (m)           49.17   (f) ADJ UNCH    2 0
 AH0268
 AH0268.Superseded values are not recommended for survey control.
 AH0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0268.See file dsdata.txt to determine how the superseded data were derived.
 AH0268
 AH0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR598982(NAD 83)
 AH0268_MARKER: DB = BENCH MARK DISK
 AH0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0268_SP_SET: CULVERT
 AH0268_STAMPING: P 603 1942
 AH0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0268
 AH0268  HISTORY     - Date     Condition        Report By
 AH0268  HISTORY     - 1942     MONUMENTED       CGS
 AH0268  HISTORY     - 1949     GOOD             NGS
 AH0268  HISTORY     - 1984     GOOD             USPSQD
 AH0268  HISTORY     - 1988     GOOD             USPSQD
 AH0268  HISTORY     - 19950610 GOOD             USPSQD
 AH0268
 AH0268                          STATION DESCRIPTION
 AH0268
 AH0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0268'1.0 MI E FROM TAFT.
 AH0268'1.0 MILE EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT TAFT, SAN
 AH0268'PATRICIO COUNTY, 1.0 MILE NORTH ALONG ANOTHER COUNTY ROAD.  AT A ROAD
 AH0268'INTERSECTION, 39 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, 9
 AH0268'FEET NORTH OF THE CENTERLINE OF THE CROSS ROAD, IN THE TOP OF THE
 AH0268'NORTHWEST CORNER OF A CONCRETE CULVERT, AND ABOUT LEVEL WITH THE
 AH0268'COUNTY ROAD.  A STANDARD DISK, STAMPED P 603 1942.
 AH0268
 AH0268                          STATION RECOVERY (1984)
 AH0268
 AH0268'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0268'ABOUT 1.0 MILE NORTH ON CENTERLINE RD. TO CROSS RD.
 AH0268
 AH0268                          STATION RECOVERY (1988)
 AH0268
 AH0268'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AH0268'RECOVERED IN GOOD CONDITION.
 AH0268
 AH0268                          STATION RECOVERY (1995)
 AH0268
 AH0268'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1310 ***********************************************************************
 AN1310  DESIGNATION -  P 604
 AN1310  PID         -  AN1310
 AN1310  STATE/COUNTY-  TX/REFUGIO
 AN1310  USGS QUAD   -  MISSION BAY (1979)
 AN1310
 AN1310                         *CURRENT SURVEY CONTROL
 AN1310  ___________________________________________________________________
 AN1310* NAD 83(1986)-  28 09 16.     (N)    097 12 39.     (W)     SCALED    
 AN1310* NAVD 88     -         8.99   (+/-2cm)      29.5    (feet)  VERTCON   
 AN1310  ___________________________________________________________________
 AN1310  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN1310
 AN1310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1310
 AN1310.The horizontal coordinates were scaled from a topographic map and have
 AN1310.an estimated accuracy of +/- 6 seconds.
 AN1310
 AN1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1310.The vertical order pertains to the NGVD 29 superseded value.
 AN1310
 AN1310.The geoid height was determined by GEOID03.
 AN1310
 AN1310;                    North         East    Units  Estimated Accuracy
 AN1310;SPC TXSC     - 4,036,930.      775,740.      MT  (+/- 180 meters Scaled)
 AN1310
 AN1310                          SUPERSEDED SURVEY CONTROL
 AN1310
 AN1310  NGVD 29 (??/??/92)    9.138  (m)           29.98   (f) ADJ UNCH    2 0
 AN1310
 AN1310.Superseded values are not recommended for survey control.
 AN1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1310.See file dsdata.txt to determine how the superseded data were derived.
 AN1310
 AN1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS756156(NAD 83)
 AN1310_MARKER: DB = BENCH MARK DISK
 AN1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1310_STAMPING: P 604 1942
 AN1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1310+STABILITY: SURFACE MOTION
 AN1310
 AN1310  HISTORY     - Date     Condition        Report By
 AN1310  HISTORY     - 1942     MONUMENTED       CGS
 AN1310  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1310  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1310  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1310
 AN1310                          STATION DESCRIPTION
 AN1310
 AN1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1310'3.9 MI N FROM BAYSIDE.
 AN1310'3.9 MILES NORTH ALONG THE WOODSBORO ROAD FROM THE GRADE SCHOOL AT
 AN1310'BAYSIDE, REFUGIO COUNTY, 0.1 MILE NORTH OF A ROAD INTERSECTION, 400
 AN1310'FEET NORTH OF A SMALL FARMHOUSE WEST OF THE ROAD, 39 FEET WEST OF THE
 AN1310'CENTERLINE OF THE ROAD, 25 FEET SOUTH OF A FENCE CORNER, 3 FEET NORTH
 AN1310'OF A WHITE WOODEN WITNESS POST, 1 FOOT EAST OF THE FENCE, AND LEVEL
 AN1310'WITH THE ROAD.  A STANDARD DISK, STAMPED P 604 1942 AND SET IN THE TOP
 AN1310'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN1310
 AN1310                          STATION RECOVERY (1973)
 AN1310
 AN1310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1310'MARK NOT FOUND.
 AN1310
 AN1310                          STATION RECOVERY (1994)
 AN1310
 AN1310'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1310'MARK NOT FOUND.
 AN1310
 AN1310                          STATION RECOVERY (1999)
 AN1310
 AN1310'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0159 ***********************************************************************
 AH0159  DESIGNATION -  P 605
 AH0159  PID         -  AH0159
 AH0159  STATE/COUNTY-  TX/SAN PATRICIO
 AH0159  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0159
 AH0159                         *CURRENT SURVEY CONTROL
 AH0159  ___________________________________________________________________
 AH0159* NAD 83(1986)-  27 50 31.     (N)    097 11 29.     (W)     SCALED    
 AH0159* NAVD 88     -         4.172  (meters)      13.69   (feet)  ADJUSTED  
 AH0159  ___________________________________________________________________
 AH0159  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH0159  DYNAMIC HT  -           4.166 (meters)      13.67  (feet)  COMP
 AH0159  MODELED GRAV-     979,139.7   (mgal)                       NAVD 88
 AH0159
 AH0159  VERT ORDER  -  FIRST     CLASS I
 AH0159
 AH0159.The horizontal coordinates were scaled from a topographic map and have
 AH0159.an estimated accuracy of +/- 6 seconds.
 AH0159
 AH0159.The orthometric height was determined by differential leveling
 AH0159.and adjusted by the National Geodetic Survey in December 1997..
 AH0159
 AH0159.The geoid height was determined by GEOID03.
 AH0159
 AH0159.The dynamic height is computed by dividing the NAVD 88
 AH0159.geopotential number by the normal gravity value computed on the
 AH0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0159.degrees latitude (g = 980.6199 gals.).
 AH0159
 AH0159.The modeled gravity was interpolated from observed gravity values.
 AH0159
 AH0159;                    North         East    Units  Estimated Accuracy
 AH0159;SPC TX S     - 5,241,680.      428,900.      MT  (+/- 180 meters Scaled)
 AH0159
 AH0159                          SUPERSEDED SURVEY CONTROL
 AH0159
 AH0159  NAVD 88 (06/15/91)    4.224  (m)           13.86   (f) UNKNOWN     1 1
 AH0159  NGVD 29 (??/??/92)    4.409  (m)           14.47   (f) ADJ UNCH    1 1
 AH0159
 AH0159.Superseded values are not recommended for survey control.
 AH0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0159.See file dsdata.txt to determine how the superseded data were derived.
 AH0159
 AH0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR781810(NAD 83)
 AH0159_MARKER: DB = BENCH MARK DISK
 AH0159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH0159_SP_SET: CULVERT HEADWALL
 AH0159_STAMPING: P 605 1942
 AH0159_MARK LOGO: CGS   
 AH0159_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0159+STABILITY: SURFACE MOTION
 AH0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0159+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0159
 AH0159  HISTORY     - Date     Condition        Report By
 AH0159  HISTORY     - 1942     MONUMENTED       CGS
 AH0159  HISTORY     - 1959     GOOD             NGS
 AH0159  HISTORY     - 1977     GOOD             NGS
 AH0159  HISTORY     - 1978     GOOD             NGS
 AH0159  HISTORY     - 1984     GOOD             USPSQD
 AH0159  HISTORY     - 1987     GOOD             USPSQD
 AH0159  HISTORY     - 1988     GOOD             USPSQD
 AH0159  HISTORY     - 1989     GOOD             USPSQD
 AH0159  HISTORY     - 19910720 GOOD             USPSQD
 AH0159  HISTORY     - 19950610 GOOD             USPSQD
 AH0159  HISTORY     - 19970203 GOOD             NGS
 AH0159
 AH0159                          STATION DESCRIPTION
 AH0159
 AH0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0159'5.25 MI SW FROM ARANSAS PASS.
 AH0159'ABOUT 1.9 MILES SOUTHWEST ALONG FARM ROAD 632 FROM THE POSTOFFICE AT
 AH0159'ARANSAS PASS, THENCE ABOUT 3.35 MILES SOUTHWEST ALONG A PAVED ROAD, 16
 AH0159'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE
 AH0159'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 4 X 8 FOOT CONCRETE
 AH0159'CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AH0159
 AH0159                          STATION RECOVERY (1977)
 AH0159
 AH0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0159'RECOVERED IN GOOD CONDITION.
 AH0159
 AH0159                          STATION RECOVERY (1978)
 AH0159
 AH0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0159'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 361 FROM THE JUNCTION OF STATE
 AH0159'HIGHWAY 361 EAST AND STATE HIGHWAY 35 BUSINESS IN ARANSAS PASS (THIS
 AH0159'IS ALSO THE JUNCTION OF GOODNIGHT AVENUE AND COMMERCIAL STREET),
 AH0159'THEN 3.2 MILES SOUTHWEST ALONG FARM ROAD 2725 TO SITE OF BENCH MARK.
 AH0159'16 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY AND SET IN THE TOP OF THE
 AH0159'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 4 FOOT BY 8 FOOT CONCRETE
 AH0159'CULVERT.
 AH0159
 AH0159                          STATION RECOVERY (1984)
 AH0159
 AH0159'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0159'RECOVERED IN GOOD CONDITION.
 AH0159
 AH0159                          STATION RECOVERY (1987)
 AH0159
 AH0159'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0159'RECOVERED IN GOOD CONDITION.
 AH0159
 AH0159                          STATION RECOVERY (1988)
 AH0159
 AH0159'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AH0159'RECOVERED IN GOOD CONDITION.
 AH0159
 AH0159                          STATION RECOVERY (1989)
 AH0159
 AH0159'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0159'RECOVERED IN GOOD CONDITION.
 AH0159
 AH0159                          STATION RECOVERY (1991)
 AH0159
 AH0159'RECOVERY NOTE BY US POWER SQUADRON 1991 (RM)
 AH0159'RECOVERED IN GOOD CONDITION.
 AH0159
 AH0159                          STATION RECOVERY (1995)
 AH0159
 AH0159'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0159'RECOVERED IN GOOD CONDITION.
 AH0159
 AH0159                          STATION RECOVERY (1997)
 AH0159
 AH0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0159'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AH0159'OFFICE IN ARANSAS PASS, THENCE 5.2 KM (3.25 MI) SOUTHERLY ALONG FARM
 AH0159'ROAD 2725, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END
 AH0159'OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 4.8 M
 AH0159'(15.7 FT) SOUTHEAST OF THE ROAD CENTERLINE, AND 0.3 M (1.0 FT) ABOVE
 AH0159'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0859 ***********************************************************************
 AH0859  DESIGNATION -  P 607
 AH0859  PID         -  AH0859
 AH0859  STATE/COUNTY-  TX/NUECES
 AH0859  USGS QUAD   -  LAURELES RANCH (1975)
 AH0859
 AH0859                         *CURRENT SURVEY CONTROL
 AH0859  ___________________________________________________________________
 AH0859* NAD 83(1986)-  27 35 09.     (N)    097 35 58.     (W)     SCALED    
 AH0859* NAVD 88     -         9.508  (meters)      31.19   (feet)  ADJUSTED  
 AH0859  ___________________________________________________________________
 AH0859  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AH0859  DYNAMIC HT  -           9.494 (meters)      31.15  (feet)  COMP
 AH0859  MODELED GRAV-     979,113.2   (mgal)                       NAVD 88
 AH0859
 AH0859  VERT ORDER  -  SECOND    CLASS 0
 AH0859
 AH0859.The horizontal coordinates were scaled from a topographic map and have
 AH0859.an estimated accuracy of +/- 6 seconds.
 AH0859
 AH0859.The orthometric height was determined by differential leveling
 AH0859.and adjusted by the National Geodetic Survey in June 1991..
 AH0859.WARNING-Repeat measurements at this control monument indicate possible
 AH0859.vertical movement.
 AH0859
 AH0859.The geoid height was determined by GEOID03.
 AH0859
 AH0859.The dynamic height is computed by dividing the NAVD 88
 AH0859.geopotential number by the normal gravity value computed on the
 AH0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0859.degrees latitude (g = 980.6199 gals.).
 AH0859
 AH0859.The modeled gravity was interpolated from observed gravity values.
 AH0859
 AH0859;                    North         East    Units  Estimated Accuracy
 AH0859;SPC TX S     - 5,212,950.      388,910.      MT  (+/- 180 meters Scaled)
 AH0859
 AH0859                          SUPERSEDED SURVEY CONTROL
 AH0859
 AH0859  NGVD 29 (??/??/92)    9.638  (m)           31.62   (f) ADJ UNCH    2 0
 AH0859
 AH0859.Superseded values are not recommended for survey control.
 AH0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0859.See file dsdata.txt to determine how the superseded data were derived.
 AH0859
 AH0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR382521(NAD 83)
 AH0859_MARKER: DB = BENCH MARK DISK
 AH0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0859_STAMPING: P 607 1942
 AH0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0859+STABILITY: SURFACE MOTION
 AH0859
 AH0859  HISTORY     - Date     Condition        Report By
 AH0859  HISTORY     - 1942     MONUMENTED       CGS
 AH0859  HISTORY     - 1951     GOOD             NGS
 AH0859  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0859
 AH0859                          STATION DESCRIPTION
 AH0859
 AH0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0859'8.9 MI W FROM CHAPMAN RANCH.
 AH0859'0.2 MILE SOUTH ALONG STATE HIGHWAY 286 FROM THE HEADQUARTERS AT
 AH0859'CHAPMAN RANCH, THENCE 8.7 MILES WEST ALONG AN ASPHALT ROAD, AT AN
 AH0859'INTERSECTION WITH A GRAVELED ROAD, 45 FEET NORTH OF THE CENTER LINE OF
 AH0859'THE ASPHALT ROAD, 22 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 AH0859'ROAD, 14.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WOODEN
 AH0859'BRIDGE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AH0859'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AH0859
 AH0859                          STATION RECOVERY (1969)
 AH0859
 AH0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0363 ***********************************************************************
 AH0363  DESIGNATION -  P 608
 AH0363  PID         -  AH0363
 AH0363  STATE/COUNTY-  TX/NUECES
 AH0363  USGS QUAD   -  OSO CREEK NW (1975)
 AH0363
 AH0363                         *CURRENT SURVEY CONTROL
 AH0363  ___________________________________________________________________
 AH0363* NAD 83(1986)-  27 38 13.     (N)    097 27 14.     (W)     SCALED    
 AH0363* NAVD 88     -         7.548  (meters)      24.76   (feet)  ADJUSTED  
 AH0363  ___________________________________________________________________
 AH0363  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AH0363  DYNAMIC HT  -           7.536 (meters)      24.72  (feet)  COMP
 AH0363  MODELED GRAV-     979,120.6   (mgal)                       NAVD 88
 AH0363
 AH0363  VERT ORDER  -  SECOND    CLASS 0
 AH0363
 AH0363.The horizontal coordinates were scaled from a topographic map and have
 AH0363.an estimated accuracy of +/- 6 seconds.
 AH0363
 AH0363.The orthometric height was determined by differential leveling
 AH0363.and adjusted by the National Geodetic Survey in June 1991..
 AH0363
 AH0363.The geoid height was determined by GEOID03.
 AH0363
 AH0363.The dynamic height is computed by dividing the NAVD 88
 AH0363.geopotential number by the normal gravity value computed on the
 AH0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0363.degrees latitude (g = 980.6199 gals.).
 AH0363
 AH0363.The modeled gravity was interpolated from observed gravity values.
 AH0363
 AH0363;                    North         East    Units  Estimated Accuracy
 AH0363;SPC TX S     - 5,218,720.      403,240.      MT  (+/- 180 meters Scaled)
 AH0363
 AH0363                          SUPERSEDED SURVEY CONTROL
 AH0363
 AH0363  NGVD 29 (??/??/92)    7.71   (m)           25.3    (f) COMPUTED    2 0
 AH0363
 AH0363.Superseded values are not recommended for survey control.
 AH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0363.See file dsdata.txt to determine how the superseded data were derived.
 AH0363
 AH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR525579(NAD 83)
 AH0363_MARKER: DB = BENCH MARK DISK
 AH0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0363_STAMPING: P 608 1942
 AH0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0363+STABILITY: SURFACE MOTION
 AH0363
 AH0363  HISTORY     - Date     Condition        Report By
 AH0363  HISTORY     - 1942     MONUMENTED       CGS
 AH0363  HISTORY     - 1949     MARK NOT FOUND   NGS
 AH0363  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0363  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0363
 AH0363                          STATION DESCRIPTION
 AH0363
 AH0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0363'3.4 MI N FROM CHAPMAN RANCH.
 AH0363'TO REACH FROM THE CHAPMAN RANCH HEADQUARTERS-- PROCEED 3.4 MILES
 AH0363'NORTHERLY ALONG STATE HIGHWAY NO. 286 TO INTERSECTION OF CROSSROAD AND
 AH0363'THE SITE OF THE BENCH MARK.  BENCH MARK IS 50.0 FEET EAST OF AND ABOUT
 AH0363'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 42.0 FEET SOUTH
 AH0363'OF THE CENTERLINE OF THE CROSSROAD, 16.0 FEET SOUTH OF POWERLINE POLE
 AH0363'AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT
 AH0363'PROJECTS 0.5 FOOT.
 AH0363
 AH0363                          STATION RECOVERY (1949)
 AH0363
 AH0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0363'MARK NOT FOUND.
 AH0363
 AH0363                          STATION RECOVERY (1997)
 AH0363
 AH0363'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0363'MARK NOT FOUND.
 AH0363
 AH0363                          STATION RECOVERY (2001)
 AH0363
 AH0363'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0819 ***********************************************************************
 AH0819  DESIGNATION -  P 609
 AH0819  PID         -  AH0819
 AH0819  STATE/COUNTY-  TX/NUECES
 AH0819  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0819
 AH0819                         *CURRENT SURVEY CONTROL
 AH0819  ___________________________________________________________________
 AH0819* NAD 83(1986)-  27 39 52.     (N)    097 42 10.     (W)     SCALED    
 AH0819* NAVD 88     -        15.548  (meters)      51.01   (feet)  ADJUSTED  
 AH0819  ___________________________________________________________________
 AH0819  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AH0819  DYNAMIC HT  -          15.524 (meters)      50.93  (feet)  COMP
 AH0819  MODELED GRAV-     979,111.0   (mgal)                       NAVD 88
 AH0819
 AH0819  VERT ORDER  -  SECOND    CLASS 0
 AH0819
 AH0819.The horizontal coordinates were scaled from a topographic map and have
 AH0819.an estimated accuracy of +/- 6 seconds.
 AH0819
 AH0819.The orthometric height was determined by differential leveling
 AH0819.and adjusted by the National Geodetic Survey in June 1991..
 AH0819
 AH0819.The geoid height was determined by GEOID03.
 AH0819
 AH0819.The dynamic height is computed by dividing the NAVD 88
 AH0819.geopotential number by the normal gravity value computed on the
 AH0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0819.degrees latitude (g = 980.6199 gals.).
 AH0819
 AH0819.The modeled gravity was interpolated from observed gravity values.
 AH0819
 AH0819;                    North         East    Units  Estimated Accuracy
 AH0819;SPC TX S     - 5,221,590.      378,650.      MT  (+/- 180 meters Scaled)
 AH0819
 AH0819                          SUPERSEDED SURVEY CONTROL
 AH0819
 AH0819  NGVD 29 (??/??/92)   15.680  (m)           51.44   (f) ADJ UNCH    2 0
 AH0819
 AH0819.Superseded values are not recommended for survey control.
 AH0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0819.See file dsdata.txt to determine how the superseded data were derived.
 AH0819
 AH0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR279607(NAD 83)
 AH0819_MARKER: DB = BENCH MARK DISK
 AH0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0819_STAMPING: P 609 1942
 AH0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0819+STABILITY: SURFACE MOTION
 AH0819
 AH0819  HISTORY     - Date     Condition        Report By
 AH0819  HISTORY     - 1942     MONUMENTED       CGS
 AH0819  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0819
 AH0819                          STATION DESCRIPTION
 AH0819
 AH0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0819'2.9 MI E FROM DRISCOLL.
 AH0819'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO.96 AND THE ROAD TO
 AH0819'PETRONILLA AT DRISCOLL.  PROCEED 2.9 MILES EASTERLY ON PAVED ROAD TO
 AH0819'BRIDGE OVER AGUA DULCE CREEK AND SITE OF BENCH MARK.  BENCH MARK IS
 AH0819'ABOUT 350 FEET SOUTHWEST OF THE BRIDGE AND ACROSS THE ROAD FROM A FARM
 AH0819'HOUSE, 45 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AH0819'OF THE ROAD, 3 FEET WEST OF A POWER LINE POLE WITH TWO GUY WIRES, 3
 AH0819'FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND AT THE WEST END OF A
 AH0819'CURVE IN THE ROAD.  MONUMENT PROJECTS 0.5 FOOT.
 AH0819
 AH0819                          STATION RECOVERY (1969)
 AH0819
 AH0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0411 ***********************************************************************
 AH0411  DESIGNATION -  P 610
 AH0411  PID         -  AH0411
 AH0411  STATE/COUNTY-  TX/NUECES
 AH0411  USGS QUAD   -  OSO CREEK NE (1975)
 AH0411
 AH0411                         *CURRENT SURVEY CONTROL
 AH0411  ___________________________________________________________________
 AH0411* NAD 83(1986)-  27 38 12.     (N)    097 18 08.     (W)     SCALED    
 AH0411* NAVD 88     -         5.430  (meters)      17.81   (feet)  ADJUSTED  
 AH0411  ___________________________________________________________________
 AH0411  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AH0411  DYNAMIC HT  -           5.422 (meters)      17.79  (feet)  COMP
 AH0411  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 AH0411
 AH0411  VERT ORDER  -  SECOND    CLASS 0
 AH0411
 AH0411.The horizontal coordinates were scaled from a topographic map and have
 AH0411.an estimated accuracy of +/- 6 seconds.
 AH0411
 AH0411.The orthometric height was determined by differential leveling
 AH0411.and adjusted by the National Geodetic Survey in June 1991..
 AH0411
 AH0411.The geoid height was determined by GEOID03.
 AH0411
 AH0411.The dynamic height is computed by dividing the NAVD 88
 AH0411.geopotential number by the normal gravity value computed on the
 AH0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0411.degrees latitude (g = 980.6199 gals.).
 AH0411
 AH0411.The modeled gravity was interpolated from observed gravity values.
 AH0411
 AH0411;                    North         East    Units  Estimated Accuracy
 AH0411;SPC TX S     - 5,218,830.      418,200.      MT  (+/- 180 meters Scaled)
 AH0411
 AH0411                          SUPERSEDED SURVEY CONTROL
 AH0411
 AH0411  NGVD 29 (??/??/92)    5.584  (m)           18.32   (f) ADJ UNCH    2 0
 AH0411
 AH0411.Superseded values are not recommended for survey control.
 AH0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0411.See file dsdata.txt to determine how the superseded data were derived.
 AH0411
 AH0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR675581(NAD 83)
 AH0411_MARKER: DB = BENCH MARK DISK
 AH0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0411_STAMPING: P 610 1942
 AH0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0411+STABILITY: SURFACE MOTION
 AH0411
 AH0411  HISTORY     - Date     Condition        Report By
 AH0411  HISTORY     - 1942     MONUMENTED       CGS
 AH0411  HISTORY     - 1949     GOOD             NGS
 AH0411  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AH0411  HISTORY     - 19910705 MARK NOT FOUND   USPSQD
 AH0411
 AH0411                          STATION DESCRIPTION
 AH0411
 AH0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0411'1.2 MI S FROM CORPUS CHRISTI.
 AH0411'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0411'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0411'SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST ALONG LEXINGTON
 AH0411'BOULEVARD (STATE HIGHWAY 358), AND THENCE 2.5 MILES SOUTH ALONG THE
 AH0411'ROAD LEADING FROM CORPUS CHRISTI NAVAL AIR STATION TO OUTLYING FIELD
 AH0411'42.  1.0 MILE SOUTH OF FLOUR BLUFF SCHOOL, 39 FEET WEST OF AND ABOUT
 AH0411'LEVEL WITH THE CENTERLINE OF THE ROAD, 20 FEET SOUTH OF THE FENCE POST
 AH0411'AT THE NORTHWEST CORNER OF THE FLYING FIELD, 3 FEET NORTH OF A WHITE
 AH0411'WOODEN WITNESS POST, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE. A
 AH0411'STANDARD DISK, STAMPED P 610 1942 AND SET IN THE TOP OF A CONCRETE
 AH0411'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0411
 AH0411                          STATION RECOVERY (1985)
 AH0411
 AH0411'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH0411'MARK NOT FOUND.
 AH0411
 AH0411                          STATION RECOVERY (1991)
 AH0411
 AH0411'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0986 ***********************************************************************
 AH0986  DESIGNATION -  P 611
 AH0986  PID         -  AH0986
 AH0986  STATE/COUNTY-  TX/NUECES
 AH0986  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH0986
 AH0986                         *CURRENT SURVEY CONTROL
 AH0986  ___________________________________________________________________
 AH0986* NAD 83(1986)-  27 37 08.     (N)    097 54 38.     (W)     SCALED    
 AH0986* NAVD 88     -        28.907  (meters)      94.84   (feet)  ADJUSTED  
 AH0986  ___________________________________________________________________
 AH0986  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH0986  DYNAMIC HT  -          28.862 (meters)      94.69  (feet)  COMP
 AH0986  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 AH0986
 AH0986  VERT ORDER  -  SECOND    CLASS 0
 AH0986
 AH0986.The horizontal coordinates were scaled from a topographic map and have
 AH0986.an estimated accuracy of +/- 6 seconds.
 AH0986
 AH0986.The orthometric height was determined by differential leveling
 AH0986.and adjusted by the National Geodetic Survey in June 1991..
 AH0986
 AH0986.The geoid height was determined by GEOID03.
 AH0986
 AH0986.The dynamic height is computed by dividing the NAVD 88
 AH0986.geopotential number by the normal gravity value computed on the
 AH0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0986.degrees latitude (g = 980.6199 gals.).
 AH0986
 AH0986.The modeled gravity was interpolated from observed gravity values.
 AH0986
 AH0986;                    North         East    Units  Estimated Accuracy
 AH0986;SPC TX S     - 5,216,430.      358,180.      MT  (+/- 180 meters Scaled)
 AH0986
 AH0986                          SUPERSEDED SURVEY CONTROL
 AH0986
 AH0986  NGVD 29 (??/??/92)   29.007  (m)           95.17   (f) ADJ UNCH    2 0
 AH0986
 AH0986.Superseded values are not recommended for survey control.
 AH0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0986.See file dsdata.txt to determine how the superseded data were derived.
 AH0986
 AH0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR074554(NAD 83)
 AH0986_MARKER: DB = BENCH MARK DISK
 AH0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0986_STAMPING: P 611 1942
 AH0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0986+STABILITY: SURFACE MOTION
 AH0986
 AH0986  HISTORY     - Date     Condition        Report By
 AH0986  HISTORY     - 1942     MONUMENTED       CGS
 AH0986  HISTORY     - 1953     MARK NOT FOUND   USGS
 AH0986
 AH0986                          STATION DESCRIPTION
 AH0986
 AH0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0986'11.5 MI S FROM AGUA DULCE.
 AH0986'TO REACH FROM MISSOURI PACIFIC RAILROAD (TEX.MEX.) STATION AT AGUA
 AH0986'DULCE.  PROCEED 6.5 MILES SOUTHERLY ALONG OILED ROAD, THENCE 4.7 MILES
 AH0986'SOUTHERLY ON GRADED DIRT ROAD AND THEN 0.3 MILE SOUTHWESTERLY ON RANCH
 AH0986'ROAD TO SITE OF BENCH MARK.  (BENCH MARK IS 9.9 MILES NORTHWEST OF
 AH0986'KINGSVILLE.)  BENCH MARK IS ABOUT 0.6 MILE SOUTHWEST OF BRIDGE ACROSS
 AH0986'SAN FERNANDO CREEK, 18.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AH0986'CENTERLINE OF RANCH ROAD.  IT IS 20.0 FEET SOUTHWEST OF LARGE MESQUITE
 AH0986'TREE, 3.0 FEET WEST OF 4 X 4 INCH WOODEN MARKER POST AND THE MONUMENT
 AH0986'PROJECTS ABOUT 0.5 FOOT.
 AH0986
 AH0986                          STATION RECOVERY (1953)
 AH0986
 AH0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AH0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0105 ***********************************************************************
 AJ0105  DESIGNATION -  P 612
 AJ0105  PID         -  AJ0105
 AJ0105  STATE/COUNTY-  TX/JIM WELLS
 AJ0105  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0105
 AJ0105                         *CURRENT SURVEY CONTROL
 AJ0105  ___________________________________________________________________
 AJ0105* NAD 83(1986)-  27 43 41.     (N)    098 04 03.     (W)     SCALED    
 AJ0105* NAVD 88     -        61.772  (meters)     202.66   (feet)  ADJUSTED  
 AJ0105  ___________________________________________________________________
 AJ0105  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ0105  DYNAMIC HT  -          61.676 (meters)     202.35  (feet)  COMP
 AJ0105  MODELED GRAV-     979,095.9   (mgal)                       NAVD 88
 AJ0105
 AJ0105  VERT ORDER  -  SECOND    CLASS 0
 AJ0105
 AJ0105.The horizontal coordinates were scaled from a topographic map and have
 AJ0105.an estimated accuracy of +/- 6 seconds.
 AJ0105
 AJ0105.The orthometric height was determined by differential leveling
 AJ0105.and adjusted by the National Geodetic Survey in June 1991..
 AJ0105
 AJ0105.The geoid height was determined by GEOID03.
 AJ0105
 AJ0105.The dynamic height is computed by dividing the NAVD 88
 AJ0105.geopotential number by the normal gravity value computed on the
 AJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0105.degrees latitude (g = 980.6199 gals.).
 AJ0105
 AJ0105.The modeled gravity was interpolated from observed gravity values.
 AJ0105
 AJ0105;                    North         East    Units  Estimated Accuracy
 AJ0105;SPC TX S     - 5,228,460.      342,650.      MT  (+/- 180 meters Scaled)
 AJ0105
 AJ0105                          SUPERSEDED SURVEY CONTROL
 AJ0105
 AJ0105  NGVD 29 (??/??/92)   61.87   (m)          203.0    (f) COMPUTED    2 0
 AJ0105
 AJ0105.Superseded values are not recommended for survey control.
 AJ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0105.See file dsdata.txt to determine how the superseded data were derived.
 AJ0105
 AJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR919674(NAD 83)
 AJ0105_MARKER: DB = BENCH MARK DISK
 AJ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0105_STAMPING: P 612 1942
 AJ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0105+STABILITY: SURFACE MOTION
 AJ0105
 AJ0105  HISTORY     - Date     Condition        Report By
 AJ0105  HISTORY     - 1942     MONUMENTED       CGS
 AJ0105
 AJ0105                          STATION DESCRIPTION
 AJ0105
 AJ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0105'1.6 MI SE FROM ALICE.
 AJ0105'TO REACH FROM POST OFFICE IN ALICE-- PROCEED SOUTHEASTERLY 1.6 MILES
 AJ0105'ON GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS IN NORTHEAST
 AJ0105'CORNER OF FIELD AT INTERSECTION OF ROAD AND FARM-HOUSE DRIVE, 66.0
 AJ0105'FEET NORTH OF NORTHWEST CORNER OF FARM-HOUSE, 30.5 FEET SOUTHWEST OF
 AJ0105'AND ABOUT 1.0 FOOT HIGHER THAN CENTERLINE OF THE ROAD. IT IS 7.0 FEET
 AJ0105'EAST OF POWER TRANSFORMER POLE AND IN LINE WITH ROW OF POWER POLES
 AJ0105'RUNNING NORTHWEST ON SOUTHWEST SIDE OF ROAD, 13.0 FEET NORTHWEST OF
 AJ0105'FENCE CORNER POST, 3.0 FEET NORTHWEST OF 4 X 4 INCH WOODEN MARKER POST
 AJ0105'AND MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0106 ***********************************************************************
 AJ0106  DESIGNATION -  P 612 RESET 1951
 AJ0106  PID         -  AJ0106
 AJ0106  STATE/COUNTY-  TX/JIM WELLS
 AJ0106  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0106
 AJ0106                         *CURRENT SURVEY CONTROL
 AJ0106  ___________________________________________________________________
 AJ0106* NAD 83(1986)-  27 43 41.     (N)    098 04 04.     (W)     SCALED    
 AJ0106* NAVD 88     -        61.72   (meters)     202.5    (feet)  RESET     
 AJ0106  ___________________________________________________________________
 AJ0106  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ0106
 AJ0106  VERT ORDER  -  THIRD
 AJ0106
 AJ0106.The horizontal coordinates were scaled from a topographic map and have
 AJ0106.an estimated accuracy of +/- 6 seconds.
 AJ0106
 AJ0106.The orthometric height was computed from unverified reset data.
 AJ0106
 AJ0106.The geoid height was determined by GEOID03.
 AJ0106
 AJ0106;                    North         East    Units  Estimated Accuracy
 AJ0106;SPC TX S     - 5,228,460.      342,620.      MT  (+/- 180 meters Scaled)
 AJ0106
 AJ0106                          SUPERSEDED SURVEY CONTROL
 AJ0106
 AJ0106  NGVD 29 (??/??/??)   61.83   (m)          202.9    (f) RESET       3  
 AJ0106
 AJ0106.Superseded values are not recommended for survey control.
 AJ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0106.See file dsdata.txt to determine how the superseded data were derived.
 AJ0106
 AJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR918674(NAD 83)
 AJ0106_MARKER: DB = BENCH MARK DISK
 AJ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0106_STAMPING: P 612 RESET 1951
 AJ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0106+STABILITY: SURFACE MOTION
 AJ0106
 AJ0106  HISTORY     - Date     Condition        Report By
 AJ0106  HISTORY     - 1951     MONUMENTED       CGS
 AJ0106
 AJ0106                          STATION DESCRIPTION
 AJ0106
 AJ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AJ0106'1.9 MI SE FROM ALICE.
 AJ0106'1.9 MILES SOUTHEAST ALONG FARM-TO-MARKET HIGHWAY 1352 FROM THE POST
 AJ0106'OFFICE AT ALICE, AT THE SOUTHEAST CORNER OF AN OIL FIELD EQUIPMENT
 AJ0106'YARD, 150 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STATE HIGHWAY
 AJ0106'DEPARTMENT MAINTENANCE OFFICE, 50 FEET NORTH OF THE NORTHEAST CORNER
 AJ0106'OF A HOUSE, 39.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6
 AJ0106'FEET NORTHWEST AND 11 FEET SOUTHWEST OF THE NORTH END OF A 15-INCH
 AJ0106'CONCRETE PIPE IN THE HIGHWAY DITCH, 5 FEET NORTHWEST OF A FENCE
 AJ0106'LEADING WEST, 1 FOOT SOUTHWEST OF A POWER-TRANSMISSION LINE, AND 3
 AJ0106'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0657 ***********************************************************************
 AH0657  DESIGNATION -  P 613
 AH0657  PID         -  AH0657
 AH0657  STATE/COUNTY-  TX/KLEBERG
 AH0657  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0657
 AH0657                         *CURRENT SURVEY CONTROL
 AH0657  ___________________________________________________________________
 AH0657* NAD 83(1986)-  27 24 16.     (N)    097 55 25.     (W)     SCALED    
 AH0657* NAVD 88     -        28.613  (meters)      93.87   (feet)  ADJUSTED  
 AH0657  ___________________________________________________________________
 AH0657  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH0657  DYNAMIC HT  -          28.568 (meters)      93.73  (feet)  COMP
 AH0657  MODELED GRAV-     979,089.1   (mgal)                       NAVD 88
 AH0657
 AH0657  VERT ORDER  -  SECOND    CLASS 0
 AH0657
 AH0657.The horizontal coordinates were scaled from a topographic map and have
 AH0657.an estimated accuracy of +/- 6 seconds.
 AH0657
 AH0657.The orthometric height was determined by differential leveling
 AH0657.and adjusted by the National Geodetic Survey in June 1991..
 AH0657
 AH0657.The geoid height was determined by GEOID03.
 AH0657
 AH0657.The dynamic height is computed by dividing the NAVD 88
 AH0657.geopotential number by the normal gravity value computed on the
 AH0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0657.degrees latitude (g = 980.6199 gals.).
 AH0657
 AH0657.The modeled gravity was interpolated from observed gravity values.
 AH0657
 AH0657;                    North         East    Units  Estimated Accuracy
 AH0657;SPC TX S     - 5,192,660.      357,000.      MT  (+/- 180 meters Scaled)
 AH0657
 AH0657                          SUPERSEDED SURVEY CONTROL
 AH0657
 AH0657  NGVD 29 (??/??/92)   28.719  (m)           94.22   (f) ADJ UNCH    2 0
 AH0657
 AH0657.Superseded values are not recommended for survey control.
 AH0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0657.See file dsdata.txt to determine how the superseded data were derived.
 AH0657
 AH0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR064316(NAD 83)
 AH0657_MARKER: DB = BENCH MARK DISK
 AH0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0657_STAMPING: P 613 1942
 AH0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0657+STABILITY: SURFACE MOTION
 AH0657
 AH0657  HISTORY     - Date     Condition        Report By
 AH0657  HISTORY     - 1942     MONUMENTED       CGS
 AH0657  HISTORY     - 1975     GOOD             USGS
 AH0657
 AH0657                          STATION DESCRIPTION
 AH0657
 AH0657'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0657'6.0 MI SW FROM RICARDO.
 AH0657'1.1 MI. S ALONG U.S. HWY. 77 FROM THE JCT. OF FARM ROAD 1118 AT
 AH0657'RICARDO, THENCE 4.9 MI. W ALONG GRADED ROAD, 0.1 MI. E OF T-RD. AT E
 AH0657'KING RANCH FENCE, 36.3 FT. SW OF THE SW CORNER OF A FARM HOUSE, IN THE
 AH0657'CORNER OF FARM YARD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AH0657'POST PROJECTING ABOUT 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0306 ***********************************************************************
 AJ0306  DESIGNATION -  P 614
 AJ0306  PID         -  AJ0306
 AJ0306  STATE/COUNTY-  TX/KLEBERG
 AJ0306  USGS QUAD   -  ELLA (1963)
 AJ0306
 AJ0306                         *CURRENT SURVEY CONTROL
 AJ0306  ___________________________________________________________________
 AJ0306* NAD 83(1986)-  27 23 10.     (N)    098 01 51.     (W)     SCALED    
 AJ0306* NAVD 88     -        34.840  (meters)     114.30   (feet)  ADJUSTED  
 AJ0306  ___________________________________________________________________
 AJ0306  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AJ0306  DYNAMIC HT  -          34.785 (meters)     114.12  (feet)  COMP
 AJ0306  MODELED GRAV-     979,081.6   (mgal)                       NAVD 88
 AJ0306
 AJ0306  VERT ORDER  -  SECOND    CLASS 0
 AJ0306
 AJ0306.The horizontal coordinates were scaled from a topographic map and have
 AJ0306.an estimated accuracy of +/- 6 seconds.
 AJ0306
 AJ0306.The orthometric height was determined by differential leveling
 AJ0306.and adjusted by the National Geodetic Survey in June 1991..
 AJ0306
 AJ0306.The geoid height was determined by GEOID03.
 AJ0306
 AJ0306.The dynamic height is computed by dividing the NAVD 88
 AJ0306.geopotential number by the normal gravity value computed on the
 AJ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0306.degrees latitude (g = 980.6199 gals.).
 AJ0306
 AJ0306.The modeled gravity was interpolated from observed gravity values.
 AJ0306
 AJ0306;                    North         East    Units  Estimated Accuracy
 AJ0306;SPC TX S     - 5,190,590.      346,400.      MT  (+/- 180 meters Scaled)
 AJ0306
 AJ0306                          SUPERSEDED SURVEY CONTROL
 AJ0306
 AJ0306  NGVD 29 (??/??/??)   34.95   (m)          114.7    (f) RESET       3  
 AJ0306
 AJ0306.Superseded values are not recommended for survey control.
 AJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0306.See file dsdata.txt to determine how the superseded data were derived.
 AJ0306
 AJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR958295(NAD 83)
 AJ0306_MARKER: DB = BENCH MARK DISK
 AJ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0306_STAMPING: P 614 1942
 AJ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0306+STABILITY: SURFACE MOTION
 AJ0306
 AJ0306  HISTORY     - Date     Condition        Report By
 AJ0306  HISTORY     - 1942     MONUMENTED       CGS
 AJ0306
 AJ0306                          STATION DESCRIPTION
 AJ0306
 AJ0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0306'6.1 MI E FROM PREMONT.
 AJ0306'TO REACH FROM POST OFFICE AT PREMONT.  PROCEED EASTERLY 5.0 MILES
 AJ0306'ALONG OLD PREMONT-KINGSVILLE ROAD, THENCE NORTH 0.9 MILE ALONG FENCE
 AJ0306'LINE AND THENCE.  EAST 0.1 MILE ALONG RANCH ROAD TO SITE OF BENCH
 AJ0306'MARK.  BENCH MARK IS ON FENCE LINE ABOUT 0.1 MILE EAST OF THE EBONITA
 AJ0306'RANCH HOUSE, 16.0 FEET WEST OF GATE ON EAST AND WEST FENCE ACROSS
 AJ0306'RANCH ROAD.  IT IS 45.0 FEET EAST OF CONCRETE WATERING TANK, 3.0 FEET
 AJ0306'EAST OF 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS ABOUT
 AJ0306'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0267 ***********************************************************************
 AJ0267  DESIGNATION -  P 616 RESET 1952
 AJ0267  PID         -  AJ0267
 AJ0267  STATE/COUNTY-  TX/BROOKS
 AJ0267  USGS QUAD   -  CAGE RANCH (1963)
 AJ0267
 AJ0267                         *CURRENT SURVEY CONTROL
 AJ0267  ___________________________________________________________________
 AJ0267* NAD 83(1986)-  27 05 21.     (N)    098 08 44.     (W)     SCALED    
 AJ0267* NAVD 88     -        36.01   (meters)     118.1    (feet)  RESET     
 AJ0267  ___________________________________________________________________
 AJ0267  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AJ0267
 AJ0267  VERT ORDER  -  THIRD
 AJ0267
 AJ0267.The horizontal coordinates were scaled from a topographic map and have
 AJ0267.an estimated accuracy of +/- 6 seconds.
 AJ0267
 AJ0267.The orthometric height was computed from unverified reset data.
 AJ0267
 AJ0267.The geoid height was determined by GEOID03.
 AJ0267
 AJ0267;                    North         East    Units  Estimated Accuracy
 AJ0267;SPC TX S     - 5,157,650.      335,150.      MT  (+/- 180 meters Scaled)
 AJ0267
 AJ0267                          SUPERSEDED SURVEY CONTROL
 AJ0267
 AJ0267.No superseded survey control is available for this station.
 AJ0267
 AJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ847965(NAD 83)
 AJ0267_MARKER: DB = BENCH MARK DISK
 AJ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0267_STAMPING: P 616 RESET 1952
 AJ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0267+STABILITY: SURFACE MOTION
 AJ0267
 AJ0267  HISTORY     - Date     Condition        Report By
 AJ0267  HISTORY     - 1952     MONUMENTED       TXHD
 AJ0267  HISTORY     - 1954     GOOD             NGS
 AJ0267
 AJ0267                          STATION DESCRIPTION
 AJ0267
 AJ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AJ0267'9.4 MI S FROM FALFURRIAS.
 AJ0267'ABOUT 9.4 MILES SOUTH FROM THE T. AND N.O. DEPOT AT FALFURRIAS ALONG
 AJ0267'THE T. AND N.O.R.R. AND HIGHWAY NO. 281.  IT IS IN THE WEST
 AJ0267'RIGHT-OF-WAY FENCE OF THE HIGHWAY AND DIRECTLY OPPOSITE AND ACROSS THE
 AJ0267'ROAD WEST FROM MILE POST NO. 89 AND AN IRON GATE.  A STANDARD DISK
 AJ0267'STAMPED P 616 RESET 1952 AND SET IN A CONCRETE POST FLUSH. NOTE-- THIS
 AJ0267'IS 0.9 MILE NORTH OF BARROSO SIDING AND LOADING PENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1093 ***********************************************************************
 AB1093  DESIGNATION -  P 617
 AB1093  PID         -  AB1093
 AB1093  STATE/COUNTY-  TX/KENEDY
 AB1093  USGS QUAD   -  ARMSTRONG (1982)
 AB1093
 AB1093                         *CURRENT SURVEY CONTROL
 AB1093  ___________________________________________________________________
 AB1093* NAD 83(1986)-  26 55 17.     (N)    097 52 14.     (W)     SCALED    
 AB1093* NAVD 88     -         9.121  (meters)      29.92   (feet)  ADJUSTED  
 AB1093  ___________________________________________________________________
 AB1093  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AB1093  DYNAMIC HT  -           9.107 (meters)      29.88  (feet)  COMP
 AB1093  MODELED GRAV-     979,070.3   (mgal)                       NAVD 88
 AB1093
 AB1093  VERT ORDER  -  SECOND    CLASS 0
 AB1093
 AB1093.The horizontal coordinates were scaled from a topographic map and have
 AB1093.an estimated accuracy of +/- 6 seconds.
 AB1093
 AB1093.The orthometric height was determined by differential leveling
 AB1093.and adjusted by the National Geodetic Survey in June 1991..
 AB1093
 AB1093.The geoid height was determined by GEOID03.
 AB1093
 AB1093.The dynamic height is computed by dividing the NAVD 88
 AB1093.geopotential number by the normal gravity value computed on the
 AB1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1093.degrees latitude (g = 980.6199 gals.).
 AB1093
 AB1093.The modeled gravity was interpolated from observed gravity values.
 AB1093
 AB1093;                    North         East    Units  Estimated Accuracy
 AB1093;SPC TX S     - 5,139,170.      362,510.      MT  (+/- 180 meters Scaled)
 AB1093
 AB1093                          SUPERSEDED SURVEY CONTROL
 AB1093
 AB1093  NGVD 29 (??/??/92)    9.208  (m)           30.21   (f) ADJ UNCH    2 0
 AB1093
 AB1093.Superseded values are not recommended for survey control.
 AB1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1093.See file dsdata.txt to determine how the superseded data were derived.
 AB1093
 AB1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ121782(NAD 83)
 AB1093_MARKER: DB = BENCH MARK DISK
 AB1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1093_STAMPING: P 617 1942
 AB1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1093+STABILITY: SURFACE MOTION
 AB1093
 AB1093  HISTORY     - Date     Condition        Report By
 AB1093  HISTORY     - 1942     MONUMENTED       CGS
 AB1093
 AB1093                          STATION DESCRIPTION
 AB1093
 AB1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1093'5.1 MI W FROM ARMSTRONG.
 AB1093'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1093'PROCEED 5.1 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1093'MARK.  BENCH MARK IS ABOUT 24.0 FEET SOUTH OF AND 1.0 FOOT ABOVE THE
 AB1093'CENTERLINE OF THE ROAD, 12.0 FEET NORTH OF A LARGE MESQUITE TREE AND
 AB1093'4.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AB1093'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0189 ***********************************************************************
 AE0189  DESIGNATION -  P 618
 AE0189  PID         -  AE0189
 AE0189  STATE/COUNTY-  TX/HIDALGO
 AE0189  USGS QUAD   -  LINN NE (1982)
 AE0189
 AE0189                         *CURRENT SURVEY CONTROL
 AE0189  ___________________________________________________________________
 AE0189* NAD 83(1986)-  26 43 40.     (N)    098 06 21.     (W)     SCALED    
 AE0189* NAVD 88     -        22.994  (meters)      75.44   (feet)  ADJUSTED  
 AE0189  ___________________________________________________________________
 AE0189  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AE0189  DYNAMIC HT  -          22.957 (meters)      75.32  (feet)  COMP
 AE0189  MODELED GRAV-     979,045.1   (mgal)                       NAVD 88
 AE0189
 AE0189  VERT ORDER  -  SECOND    CLASS 0
 AE0189
 AE0189.The horizontal coordinates were scaled from a topographic map and have
 AE0189.an estimated accuracy of +/- 6 seconds.
 AE0189
 AE0189.The orthometric height was determined by differential leveling
 AE0189.and adjusted by the National Geodetic Survey in June 1991..
 AE0189
 AE0189.The geoid height was determined by GEOID03.
 AE0189
 AE0189.The dynamic height is computed by dividing the NAVD 88
 AE0189.geopotential number by the normal gravity value computed on the
 AE0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0189.degrees latitude (g = 980.6199 gals.).
 AE0189
 AE0189.The modeled gravity was interpolated from observed gravity values.
 AE0189
 AE0189;                    North         East    Units  Estimated Accuracy
 AE0189;SPC TX S     - 5,117,620.      339,210.      MT  (+/- 180 meters Scaled)
 AE0189
 AE0189                          SUPERSEDED SURVEY CONTROL
 AE0189
 AE0189  NGVD 29 (??/??/92)   23.106  (m)           75.81   (f) ADJ UNCH    2 0
 AE0189
 AE0189.Superseded values are not recommended for survey control.
 AE0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0189.See file dsdata.txt to determine how the superseded data were derived.
 AE0189
 AE0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ889565(NAD 83)
 AE0189_MARKER: DB = BENCH MARK DISK
 AE0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0189_SP_SET: DRILL HOLE
 AE0189_STAMPING: P 618 1942
 AE0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0189
 AE0189  HISTORY     - Date     Condition        Report By
 AE0189  HISTORY     - 1942     MONUMENTED       CGS
 AE0189
 AE0189                          STATION DESCRIPTION
 AE0189
 AE0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0189'11.6 MI S FROM RACHAL.
 AE0189'TO REACH FROM THE POST OFFICE AT RACHAL-- PROCEED 11.6 MILES SOUTHERLY
 AE0189'ALONG U.S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH MARK. BENCH MARK
 AE0189'IS SET HORIZONTALLY IN THE EAST HEADWALL OF CONCRETE BOX CULVERT UNDER
 AE0189'THE HIGHWAY ABOUT 120.0 FEET SOUTHEAST OF A LARGE TREE AT THE EDGE OF
 AE0189'THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0960 ***********************************************************************
 AB0960  DESIGNATION -  P 619
 AB0960  PID         -  AB0960
 AB0960  STATE/COUNTY-  TX/KENEDY
 AB0960  USGS QUAD   -  NORIAS (1982)
 AB0960
 AB0960                         *CURRENT SURVEY CONTROL
 AB0960  ___________________________________________________________________
 AB0960* NAD 83(1986)-  26 48 25.     (N)    097 46 40.     (W)     SCALED    
 AB0960* NAVD 88     -         5.598  (meters)      18.37   (feet)  ADJUSTED  
 AB0960  ___________________________________________________________________
 AB0960  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AB0960  DYNAMIC HT  -           5.590 (meters)      18.34  (feet)  COMP
 AB0960  MODELED GRAV-     979,069.1   (mgal)                       NAVD 88
 AB0960
 AB0960  VERT ORDER  -  FIRST     CLASS II
 AB0960
 AB0960.The horizontal coordinates were scaled from a topographic map and have
 AB0960.an estimated accuracy of +/- 6 seconds.
 AB0960
 AB0960.The orthometric height was determined by differential leveling
 AB0960.and adjusted by the National Geodetic Survey in June 1991..
 AB0960.WARNING-Repeat measurements at this control monument indicate possible
 AB0960.vertical movement.
 AB0960
 AB0960.The geoid height was determined by GEOID03.
 AB0960
 AB0960.The dynamic height is computed by dividing the NAVD 88
 AB0960.geopotential number by the normal gravity value computed on the
 AB0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0960.degrees latitude (g = 980.6199 gals.).
 AB0960
 AB0960.The modeled gravity was interpolated from observed gravity values.
 AB0960
 AB0960;                    North         East    Units  Estimated Accuracy
 AB0960;SPC TX S     - 5,126,540.      371,800.      MT  (+/- 180 meters Scaled)
 AB0960
 AB0960                          SUPERSEDED SURVEY CONTROL
 AB0960
 AB0960  NGVD 29 (??/??/92)    5.686  (m)           18.65   (f) ADJ UNCH    1 2
 AB0960
 AB0960.Superseded values are not recommended for survey control.
 AB0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0960.See file dsdata.txt to determine how the superseded data were derived.
 AB0960
 AB0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ214656(NAD 83)
 AB0960_MARKER: DB = BENCH MARK DISK
 AB0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0960_SP_SET: CULVERT
 AB0960_STAMPING: P 619 1942
 AB0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0960
 AB0960  HISTORY     - Date     Condition        Report By
 AB0960  HISTORY     - 1942     MONUMENTED       CGS
 AB0960  HISTORY     - 1951     GOOD             NGS
 AB0960
 AB0960                          STATION DESCRIPTION
 AB0960
 AB0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0960'1.6 MI N FROM NORIAS.
 AB0960'1.6 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0960'FROM THE STATION AT NORIAS, 2 1/2 POLES SOUTH OF MILEPOST 69, 79 FEET
 AB0960'EAST OF THE EAST RAIL, 77 FEET EAST OF THE NORTHEAST CORNER OF TRESTLE
 AB0960'689, 28 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 2 FEET BELOW
 AB0960'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE WEST
 AB0960'HEADWALL OF A 30 INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0961 ***********************************************************************
 AB0961  DESIGNATION -  P 619 RESET 1951
 AB0961  PID         -  AB0961
 AB0961  STATE/COUNTY-  TX/KENEDY
 AB0961  USGS QUAD   -  NORIAS (1982)
 AB0961
 AB0961                         *CURRENT SURVEY CONTROL
 AB0961  ___________________________________________________________________
 AB0961* NAD 83(1986)-  26 48 27.     (N)    097 46 42.     (W)     SCALED    
 AB0961* NAVD 88     -         5.585  (meters)      18.32   (feet)  ADJUSTED  
 AB0961  ___________________________________________________________________
 AB0961  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AB0961  DYNAMIC HT  -           5.576 (meters)      18.29  (feet)  COMP
 AB0961  MODELED GRAV-     979,069.1   (mgal)                       NAVD 88
 AB0961
 AB0961  VERT ORDER  -  FIRST     CLASS II
 AB0961
 AB0961.The horizontal coordinates were scaled from a topographic map and have
 AB0961.an estimated accuracy of +/- 6 seconds.
 AB0961
 AB0961.The orthometric height was determined by differential leveling
 AB0961.and adjusted by the National Geodetic Survey in June 1991..
 AB0961
 AB0961.The geoid height was determined by GEOID03.
 AB0961
 AB0961.The dynamic height is computed by dividing the NAVD 88
 AB0961.geopotential number by the normal gravity value computed on the
 AB0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0961.degrees latitude (g = 980.6199 gals.).
 AB0961
 AB0961.The modeled gravity was interpolated from observed gravity values.
 AB0961
 AB0961;                    North         East    Units  Estimated Accuracy
 AB0961;SPC TX S     - 5,126,600.      371,740.      MT  (+/- 180 meters Scaled)
 AB0961
 AB0961                          SUPERSEDED SURVEY CONTROL
 AB0961
 AB0961.No superseded survey control is available for this station.
 AB0961
 AB0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ214656(NAD 83)
 AB0961_MARKER: DB = BENCH MARK DISK
 AB0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0961_SP_SET: CULVERT
 AB0961_STAMPING: P 619 RESET 1951
 AB0961_MARK LOGO: TXHD  
 AB0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0961
 AB0961  HISTORY     - Date     Condition        Report By
 AB0961  HISTORY     - 1951     MONUMENTED       TXHD
 AB0961  HISTORY     - 1981     GOOD             NGS
 AB0961
 AB0961                          STATION DESCRIPTION
 AB0961
 AB0961'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AB0961'1.6 MI N FROM NORIAS.
 AB0961'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0961'NORIAS, KENEDY COUNTY, 2-1/2 POLES SOUTH OF MILEPOST 69, 79 FEET EAST
 AB0961'OF THE EAST RAIL, 77 FEET EAST OF THE NORTHEAST CORNER OF TRESTLE 689,
 AB0961'28 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77, AT HIGHWAY STATION
 AB0961'764, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, 118 FEET EAST AND 1 FOOT
 AB0961'INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, SET IN THE TOP OF THE
 AB0961'CENTER OF THE WEST HEADWALL OF A 30-INCH CONCRETE PIPE CULVERT UNDER
 AB0961'THE HIGHWAY.
 AB0961
 AB0961                          STATION RECOVERY (1981)
 AB0961
 AB0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0961'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB0961'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 31.9 KM (19.85 MI) NORTH
 AB0961'ALONG U.S. HIGHWAY 77, 12.1 METERS (40.0 FT) WEST OF THE CENTERLINE OF
 AB0961'U.S. HIGHWAY 77 SOUTHBOUND TRAFFIC, 20.1 METERS (66.0 FT) EAST OF THE
 AB0961'EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 60.9 KM (200.0 FT) SOUTH
 AB0961'OF THE CENTER OF 3 LARGE TELEPHONE JUNCTION BOXES MOUNTED ON POLES,
 AB0961'0.15 METERS (0.5 FT) NORTH OF THE SOUTH END OF THE WEST HEADWALL OF A
 AB0961'SMALL CONCRETE BOXED CULVERT.
 AB0961'THE MARK IS 0.7 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0855 ***********************************************************************
 AJ0855  DESIGNATION -  P 62
 AJ0855  PID         -  AJ0855
 AJ0855  STATE/COUNTY-  TX/WEBB
 AJ0855  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0855
 AJ0855                         *CURRENT SURVEY CONTROL
 AJ0855  ___________________________________________________________________
 AJ0855* NAD 83(1986)-  27 25 07.     (N)    099 28 49.     (W)     SCALED    
 AJ0855* NAVD 88     -       119.189  (meters)     391.04   (feet)  POSTED    
 AJ0855  ___________________________________________________________________
 AJ0855  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AJ0855  DYNAMIC HT  -         119.000 (meters)     390.42  (feet)  COMP
 AJ0855  MODELED GRAV-     979,060.8   (mgal)                       NAVD 88
 AJ0855
 AJ0855  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0855
 AJ0855.The horizontal coordinates were scaled from a topographic map and have
 AJ0855.an estimated accuracy of +/- 6 seconds.
 AJ0855
 AJ0855.The orthometric height was determined by differential leveling
 AJ0855.and adjusted by the National Geodetic Survey in 1992..
 AJ0855.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0855.rate of 0.0 thru 1.0 mm/km.
 AJ0855
 AJ0855.The geoid height was determined by GEOID03.
 AJ0855
 AJ0855.The dynamic height is computed by dividing the NAVD 88
 AJ0855.geopotential number by the normal gravity value computed on the
 AJ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0855.degrees latitude (g = 980.6199 gals.).
 AJ0855
 AJ0855.The modeled gravity was interpolated from observed gravity values.
 AJ0855
 AJ0855;                    North         East    Units  Estimated Accuracy
 AJ0855;SPC TX S     - 5,194,480.      203,070.      MT  (+/- 180 meters Scaled)
 AJ0855
 AJ0855                          SUPERSEDED SURVEY CONTROL
 AJ0855
 AJ0855.No superseded survey control is available for this station.
 AJ0855
 AJ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR525328(NAD 83)
 AJ0855_MARKER: DB = BENCH MARK DISK
 AJ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0855_STAMPING: P 62 1919 ELEV. 391.06 FT.
 AJ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0855+STABILITY: SURFACE MOTION
 AJ0855
 AJ0855  HISTORY     - Date     Condition        Report By
 AJ0855  HISTORY     - 1919     MONUMENTED       CGS
 AJ0855  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0855
 AJ0855                          STATION DESCRIPTION
 AJ0855
 AJ0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 AJ0855'8 MI E FROM LAREDO.
 AJ0855'ABOUT 8 MILES EAST OF LAREDO, WEBB COUNTY, ABOUT 100 YARDS WEST OF THE
 AJ0855'INTERSECTION OF THE OLD AND NEW HIGHWAYS, EAST OF A CONCRETE BRIDGE,
 AJ0855'NORTH OF THE NEW HIGHWAY AND SOUTH OF THE OLD HIGHWAY.  A CONCRETE
 AJ0855'POST WITH DISK IN TOP.  STAMPED P 62 1919 ELEV. 391.06 FT. NOTE-- THE
 AJ0855'TOP OF THIS CONCRETE POST IS BADLY CHIPPED AND THE DIRT HAS BEEN
 AJ0855'REMOVED FROM ONE SIDE.  PROBABLY NOT GOOD FOR FIRST-ORDER WORK UNTIL
 AJ0855'REDETERMINED.
 AJ0855
 AJ0855                          STATION RECOVERY (1957)
 AJ0855
 AJ0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AJ0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0221 ***********************************************************************
 AJ0221  DESIGNATION -  P 621
 AJ0221  PID         -  AJ0221
 AJ0221  STATE/COUNTY-  TX/DUVAL
 AJ0221  USGS QUAD   -  BENAVIDES (1968)
 AJ0221
 AJ0221                         *CURRENT SURVEY CONTROL
 AJ0221  ___________________________________________________________________
 AJ0221* NAD 83(1986)-  27 32 55.     (N)    098 24 29.     (W)     SCALED    
 AJ0221* NAVD 88     -       111.596  (meters)     366.13   (feet)  ADJUSTED  
 AJ0221  ___________________________________________________________________
 AJ0221  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AJ0221  DYNAMIC HT  -         111.420 (meters)     365.55  (feet)  COMP
 AJ0221  MODELED GRAV-     979,071.9   (mgal)                       NAVD 88
 AJ0221
 AJ0221  VERT ORDER  -  SECOND    CLASS 0
 AJ0221
 AJ0221.The horizontal coordinates were scaled from a topographic map and have
 AJ0221.an estimated accuracy of +/- 6 seconds.
 AJ0221
 AJ0221.The orthometric height was determined by differential leveling
 AJ0221.and adjusted by the National Geodetic Survey in June 1991..
 AJ0221
 AJ0221.The geoid height was determined by GEOID03.
 AJ0221
 AJ0221.The dynamic height is computed by dividing the NAVD 88
 AJ0221.geopotential number by the normal gravity value computed on the
 AJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0221.degrees latitude (g = 980.6199 gals.).
 AJ0221
 AJ0221.The modeled gravity was interpolated from observed gravity values.
 AJ0221
 AJ0221;                    North         East    Units  Estimated Accuracy
 AJ0221;SPC TX S     - 5,208,510.      309,080.      MT  (+/- 180 meters Scaled)
 AJ0221
 AJ0221                          SUPERSEDED SURVEY CONTROL
 AJ0221
 AJ0221  NGVD 29 (??/??/92)  111.65   (m)          366.3    (f) COMPUTED    2 0
 AJ0221
 AJ0221.Superseded values are not recommended for survey control.
 AJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0221.See file dsdata.txt to determine how the superseded data were derived.
 AJ0221
 AJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR584473(NAD 83)
 AJ0221_MARKER: DB = BENCH MARK DISK
 AJ0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0221_SP_SET: CULVERT
 AJ0221_STAMPING: P 621 1942
 AJ0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0221
 AJ0221  HISTORY     - Date     Condition        Report By
 AJ0221  HISTORY     - 1942     MONUMENTED       CGS
 AJ0221
 AJ0221                          STATION DESCRIPTION
 AJ0221
 AJ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0221'3.8 MI S FROM BENAVIDES.
 AJ0221'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0221'BENAVIDES-- PROCEED 3.8 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339 TO
 AJ0221'THE SITE OF THE BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AJ0221'SOUTH END OF THE WEST HEADWALL OF A 6X14-FOOT CONCRETE BOX CULVERT
 AJ0221'UNDER THE HIGHWAY.  IT IS 18.0 FEET WEST OF AND ABOUT THE SAME
 AJ0221'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0142 ***********************************************************************
 AJ0142  DESIGNATION -  P 622
 AJ0142  PID         -  AJ0142
 AJ0142  STATE/COUNTY-  TX/JIM WELLS
 AJ0142  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0142
 AJ0142                         *CURRENT SURVEY CONTROL
 AJ0142  ___________________________________________________________________
 AJ0142* NAD 83(1986)-  27 35 15.     (N)    098 09 38.     (W)     SCALED    
 AJ0142* NAVD 88     -        64.388  (meters)     211.25   (feet)  ADJUSTED  
 AJ0142  ___________________________________________________________________
 AJ0142  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AJ0142  DYNAMIC HT  -          64.288 (meters)     210.92  (feet)  COMP
 AJ0142  MODELED GRAV-     979,085.2   (mgal)                       NAVD 88
 AJ0142
 AJ0142  VERT ORDER  -  SECOND    CLASS 0
 AJ0142
 AJ0142.The horizontal coordinates were scaled from a topographic map and have
 AJ0142.an estimated accuracy of +/- 6 seconds.
 AJ0142
 AJ0142.The orthometric height was determined by differential leveling
 AJ0142.and adjusted by the National Geodetic Survey in June 1991..
 AJ0142
 AJ0142.The geoid height was determined by GEOID03.
 AJ0142
 AJ0142.The dynamic height is computed by dividing the NAVD 88
 AJ0142.geopotential number by the normal gravity value computed on the
 AJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0142.degrees latitude (g = 980.6199 gals.).
 AJ0142
 AJ0142.The modeled gravity was interpolated from observed gravity values.
 AJ0142
 AJ0142;                    North         East    Units  Estimated Accuracy
 AJ0142;SPC TX S     - 5,212,860.      333,510.      MT  (+/- 180 meters Scaled)
 AJ0142
 AJ0142                          SUPERSEDED SURVEY CONTROL
 AJ0142
 AJ0142  NGVD 29 (??/??/92)   64.48   (m)          211.5    (f) COMPUTED    2 0
 AJ0142
 AJ0142.Superseded values are not recommended for survey control.
 AJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0142.See file dsdata.txt to determine how the superseded data were derived.
 AJ0142
 AJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR828517(NAD 83)
 AJ0142_MARKER: DB = BENCH MARK DISK
 AJ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0142_STAMPING: P 622 1942
 AJ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0142+STABILITY: SURFACE MOTION
 AJ0142
 AJ0142  HISTORY     - Date     Condition        Report By
 AJ0142  HISTORY     - 1942     MONUMENTED       CGS
 AJ0142
 AJ0142                          STATION DESCRIPTION
 AJ0142
 AJ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0142'16.2 MI SW FROM ALICE.
 AJ0142'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0142'11.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0142'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 4.5 MILES
 AJ0142'WESTERLY ALONG THE ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AJ0142'ABOUT 0.1 MILE WEST OF A CATTLE GUARD ACROSS THE ROAD, 18.0 FEET NORTH
 AJ0142'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT IS
 AJ0142'3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF
 AJ0142'FENCE, THE MONUMENT IS ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0348 ***********************************************************************
 AJ0348  DESIGNATION -  P 623
 AJ0348  PID         -  AJ0348
 AJ0348  STATE/COUNTY-  TX/DUVAL
 AJ0348  USGS QUAD   -  CONCEPCION (1968)
 AJ0348
 AJ0348                         *CURRENT SURVEY CONTROL
 AJ0348  ___________________________________________________________________
 AJ0348* NAD 83(1986)-  27 23 10.     (N)    098 17 16.     (W)     SCALED    
 AJ0348* NAVD 88     -        77.961  (meters)     255.78   (feet)  ADJUSTED  
 AJ0348  ___________________________________________________________________
 AJ0348  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AJ0348  DYNAMIC HT  -          77.838 (meters)     255.37  (feet)  COMP
 AJ0348  MODELED GRAV-     979,070.9   (mgal)                       NAVD 88
 AJ0348
 AJ0348  VERT ORDER  -  SECOND    CLASS 0
 AJ0348
 AJ0348.The horizontal coordinates were scaled from a topographic map and have
 AJ0348.an estimated accuracy of +/- 6 seconds.
 AJ0348
 AJ0348.The orthometric height was determined by differential leveling
 AJ0348.and adjusted by the National Geodetic Survey in June 1991..
 AJ0348
 AJ0348.The geoid height was determined by GEOID03.
 AJ0348
 AJ0348.The dynamic height is computed by dividing the NAVD 88
 AJ0348.geopotential number by the normal gravity value computed on the
 AJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0348.degrees latitude (g = 980.6199 gals.).
 AJ0348
 AJ0348.The modeled gravity was interpolated from observed gravity values.
 AJ0348
 AJ0348;                    North         East    Units  Estimated Accuracy
 AJ0348;SPC TX S     - 5,190,520.      320,990.      MT  (+/- 180 meters Scaled)
 AJ0348
 AJ0348                          SUPERSEDED SURVEY CONTROL
 AJ0348
 AJ0348  NGVD 29 (??/??/92)   78.058  (m)          256.10   (f) ADJ UNCH    2 0
 AJ0348
 AJ0348.Superseded values are not recommended for survey control.
 AJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0348.See file dsdata.txt to determine how the superseded data were derived.
 AJ0348
 AJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR704294(NAD 83)
 AJ0348_MARKER: DB = BENCH MARK DISK
 AJ0348_SETTING: 0 = UNSPECIFIED SETTING
 AJ0348_STAMPING: P 623
 AJ0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0348
 AJ0348  HISTORY     - Date     Condition        Report By
 AJ0348  HISTORY     - UNK      MONUMENTED       CGS
 AJ0348  HISTORY     - 1968     GOOD             USGS
 AJ0348
 AJ0348                          STATION DESCRIPTION
 AJ0348
 AJ0348'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0348'5.0 MI E FROM CONCEPCION.
 AJ0348'FROM THE POST OFFICE AT CONCEPCION GO EAST ON HIGHWAY 716 4.5 MILES TO
 AJ0348'ROAD SOUTH TO RANCH HDQ. TURN SOUTH  .3 MILE TO OLD ROAD TURN EAST AND
 AJ0348'GO 1 MILE TO FENCE CORNER.  BENCH MARK SETS 9 FEET WEST OF FENCE
 AJ0348'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0179 ***********************************************************************
 AJ0179  DESIGNATION -  P 624
 AJ0179  PID         -  AJ0179
 AJ0179  STATE/COUNTY-  TX/JIM WELLS
 AJ0179  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0179
 AJ0179                         *CURRENT SURVEY CONTROL
 AJ0179  ___________________________________________________________________
 AJ0179* NAD 83(1986)-  27 42 55.     (N)    098 12 10.     (W)     SCALED    
 AJ0179* NAVD 88     -        87.394  (meters)     286.73   (feet)  ADJUSTED  
 AJ0179  ___________________________________________________________________
 AJ0179  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AJ0179  DYNAMIC HT  -          87.258 (meters)     286.28  (feet)  COMP
 AJ0179  MODELED GRAV-     979,092.3   (mgal)                       NAVD 88
 AJ0179
 AJ0179  VERT ORDER  -  SECOND    CLASS 0
 AJ0179
 AJ0179.The horizontal coordinates were scaled from a topographic map and have
 AJ0179.an estimated accuracy of +/- 6 seconds.
 AJ0179
 AJ0179.The orthometric height was determined by differential leveling
 AJ0179.and adjusted by the National Geodetic Survey in June 1991..
 AJ0179
 AJ0179.The geoid height was determined by GEOID03.
 AJ0179
 AJ0179.The dynamic height is computed by dividing the NAVD 88
 AJ0179.geopotential number by the normal gravity value computed on the
 AJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0179.degrees latitude (g = 980.6199 gals.).
 AJ0179
 AJ0179.The modeled gravity was interpolated from observed gravity values.
 AJ0179
 AJ0179;                    North         East    Units  Estimated Accuracy
 AJ0179;SPC TX S     - 5,227,010.      329,310.      MT  (+/- 180 meters Scaled)
 AJ0179
 AJ0179                          SUPERSEDED SURVEY CONTROL
 AJ0179
 AJ0179  NGVD 29 (??/??/92)   87.479  (m)          287.00   (f) ADJ UNCH    2 0
 AJ0179
 AJ0179.Superseded values are not recommended for survey control.
 AJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0179.See file dsdata.txt to determine how the superseded data were derived.
 AJ0179
 AJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR785659(NAD 83)
 AJ0179_MARKER: DB = BENCH MARK DISK
 AJ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0179_STAMPING: P 624 1942
 AJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0179+STABILITY: SURFACE MOTION
 AJ0179
 AJ0179  HISTORY     - Date     Condition        Report By
 AJ0179  HISTORY     - 1942     MONUMENTED       CGS
 AJ0179
 AJ0179                          STATION DESCRIPTION
 AJ0179
 AJ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0179'7.1 MI SE FROM SAN DIEGO.
 AJ0179'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0179'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF ROAD LEADING
 AJ0179'SOUTH.  THENCE, GO 2.6 MILES SOUTH ALONG ROAD TO INTERSECTION OF ROAD
 AJ0179'LEADING EAST.  THENCE, GO 3.0 MILES EASTERLY ALONG THE ROAD TO THE
 AJ0179'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE WEST OF
 AJ0179'INTERSECTION OF LANE LEADING TO FARM HOUSE, 18.0 FEET NORTH OF AND
 AJ0179'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET EAST
 AJ0179'OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE
 AJ0179'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0527 ***********************************************************************
 AJ0527  DESIGNATION -  P 626
 AJ0527  PID         -  AJ0527
 AJ0527  STATE/COUNTY-  TX/JIM HOGG
 AJ0527  USGS QUAD   -  MC CAMPBELL RANCH (1972)
 AJ0527
 AJ0527                         *CURRENT SURVEY CONTROL
 AJ0527  ___________________________________________________________________
 AJ0527* NAD 83(1986)-  27 13 37.     (N)    098 38 19.     (W)     SCALED    
 AJ0527* NAVD 88     -       153.545  (meters)     503.76   (feet)  ADJUSTED  
 AJ0527  ___________________________________________________________________
 AJ0527  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AJ0527  DYNAMIC HT  -         153.299 (meters)     502.95  (feet)  COMP
 AJ0527  MODELED GRAV-     979,044.2   (mgal)                       NAVD 88
 AJ0527
 AJ0527  VERT ORDER  -  SECOND    CLASS 0
 AJ0527
 AJ0527.The horizontal coordinates were scaled from a topographic map and have
 AJ0527.an estimated accuracy of +/- 6 seconds.
 AJ0527
 AJ0527.The orthometric height was determined by differential leveling
 AJ0527.and adjusted by the National Geodetic Survey in June 1991..
 AJ0527
 AJ0527.The geoid height was determined by GEOID03.
 AJ0527
 AJ0527.The dynamic height is computed by dividing the NAVD 88
 AJ0527.geopotential number by the normal gravity value computed on the
 AJ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0527.degrees latitude (g = 980.6199 gals.).
 AJ0527
 AJ0527.The modeled gravity was interpolated from observed gravity values.
 AJ0527
 AJ0527;                    North         East    Units  Estimated Accuracy
 AJ0527;SPC TX S     - 5,172,870.      286,270.      MT  (+/- 180 meters Scaled)
 AJ0527
 AJ0527                          SUPERSEDED SURVEY CONTROL
 AJ0527
 AJ0527  NGVD 29 (??/??/92)  153.582  (m)          503.88   (f) ADJ UNCH    2 0
 AJ0527
 AJ0527.Superseded values are not recommended for survey control.
 AJ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0527.See file dsdata.txt to determine how the superseded data were derived.
 AJ0527
 AJ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR357116(NAD 83)
 AJ0527_MARKER: DB = BENCH MARK DISK
 AJ0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0527_STAMPING: P 626 1942
 AJ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0527+STABILITY: SURFACE MOTION
 AJ0527
 AJ0527  HISTORY     - Date     Condition        Report By
 AJ0527  HISTORY     - 1942     MONUMENTED       CGS
 AJ0527  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0527
 AJ0527                          STATION DESCRIPTION
 AJ0527
 AJ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0527'6.9 MI SE FROM HEBBRONVILLE.
 AJ0527'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0527'PROCEED 6.9 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTAVISTA TO THE
 AJ0527'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE SOUTH OF
 AJ0527'INTERSECTION OF ROAD LEADING WEST, 25.0 FEET WEST OF AND ABOUT 2.0
 AJ0527'FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS 21.0 FEET NORTH OF A
 AJ0527'TELEPHONE POLE AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.
 AJ0527'THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0527
 AJ0527                          STATION RECOVERY (1968)
 AJ0527
 AJ0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0120 ***********************************************************************
 AE0120  DESIGNATION -  P 628
 AE0120  PID         -  AE0120
 AE0120  STATE/COUNTY-  TX/BROOKS
 AE0120  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0120
 AE0120                         *CURRENT SURVEY CONTROL
 AE0120  ___________________________________________________________________
 AE0120* NAD 83(1986)-  26 55 33.     (N)    098 23 00.     (W)     SCALED    
 AE0120* NAVD 88     -        71.723  (meters)     235.31   (feet)  ADJUSTED  
 AE0120  ___________________________________________________________________
 AE0120  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AE0120  DYNAMIC HT  -          71.607 (meters)     234.93  (feet)  COMP
 AE0120  MODELED GRAV-     979,026.4   (mgal)                       NAVD 88
 AE0120
 AE0120  VERT ORDER  -  SECOND    CLASS 0
 AE0120
 AE0120.The horizontal coordinates were scaled from a topographic map and have
 AE0120.an estimated accuracy of +/- 6 seconds.
 AE0120
 AE0120.The orthometric height was determined by differential leveling
 AE0120.and adjusted by the National Geodetic Survey in June 1991..
 AE0120
 AE0120.The geoid height was determined by GEOID03.
 AE0120
 AE0120.The dynamic height is computed by dividing the NAVD 88
 AE0120.geopotential number by the normal gravity value computed on the
 AE0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0120.degrees latitude (g = 980.6199 gals.).
 AE0120
 AE0120.The modeled gravity was interpolated from observed gravity values.
 AE0120
 AE0120;                    North         East    Units  Estimated Accuracy
 AE0120;SPC TX S     - 5,139,510.      311,590.      MT  (+/- 180 meters Scaled)
 AE0120
 AE0120                          SUPERSEDED SURVEY CONTROL
 AE0120
 AE0120  NGVD 29 (??/??/92)   71.782  (m)          235.50   (f) ADJ UNCH    2 0
 AE0120
 AE0120.Superseded values are not recommended for survey control.
 AE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0120.See file dsdata.txt to determine how the superseded data were derived.
 AE0120
 AE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ612783(NAD 83)
 AE0120_MARKER: DB = BENCH MARK DISK
 AE0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0120_STAMPING: P 628 1942
 AE0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0120+STABILITY: SURFACE MOTION
 AE0120
 AE0120  HISTORY     - Date     Condition        Report By
 AE0120  HISTORY     - 1942     MONUMENTED       CGS
 AE0120  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0120
 AE0120                          STATION DESCRIPTION
 AE0120
 AE0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0120'17.0 MI W FROM RACHAL.
 AE0120'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0120'PROCEED 17.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0120'MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST OF A GATE IN FENCE ACROSS THE
 AE0120'ROAD, 19.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AE0120'THE ROAD AND 26.0 FEET NORTH OF FENCE.  IT IS 3.0 FEET EAST OF A
 AE0120'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.3 FOOT.
 AE0120
 AE0120                          STATION RECOVERY (1972)
 AE0120
 AE0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0065 ***********************************************************************
 AE0065  DESIGNATION -  P 630
 AE0065  PID         -  AE0065
 AE0065  STATE/COUNTY-  TX/HIDALGO
 AE0065  USGS QUAD   -  LINN SIDING (1982)
 AE0065
 AE0065                         *CURRENT SURVEY CONTROL
 AE0065  ___________________________________________________________________
 AE0065* NAD 83(1986)-  26 36 25.     (N)    098 14 43.     (W)     SCALED    
 AE0065* NAVD 88     -        36.842  (meters)     120.87   (feet)  ADJUSTED  
 AE0065  ___________________________________________________________________
 AE0065  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AE0065  DYNAMIC HT  -          36.782 (meters)     120.68  (feet)  COMP
 AE0065  MODELED GRAV-     979,031.2   (mgal)                       NAVD 88
 AE0065
 AE0065  VERT ORDER  -  SECOND    CLASS 0
 AE0065
 AE0065.The horizontal coordinates were scaled from a topographic map and have
 AE0065.an estimated accuracy of +/- 6 seconds.
 AE0065
 AE0065.The orthometric height was determined by differential leveling
 AE0065.and adjusted by the National Geodetic Survey in June 1991..
 AE0065
 AE0065.The geoid height was determined by GEOID03.
 AE0065
 AE0065.The dynamic height is computed by dividing the NAVD 88
 AE0065.geopotential number by the normal gravity value computed on the
 AE0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0065.degrees latitude (g = 980.6199 gals.).
 AE0065
 AE0065.The modeled gravity was interpolated from observed gravity values.
 AE0065
 AE0065;                    North         East    Units  Estimated Accuracy
 AE0065;SPC TX S     - 5,104,200.      325,370.      MT  (+/- 180 meters Scaled)
 AE0065
 AE0065                          SUPERSEDED SURVEY CONTROL
 AE0065
 AE0065  NGVD 29 (??/??/92)   36.943  (m)          121.20   (f) ADJ UNCH    2 0
 AE0065
 AE0065.Superseded values are not recommended for survey control.
 AE0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0065.See file dsdata.txt to determine how the superseded data were derived.
 AE0065
 AE0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ751431(NAD 83)
 AE0065_MARKER: DB = BENCH MARK DISK
 AE0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0065_STAMPING: P 630 1942
 AE0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0065+STABILITY: SURFACE MOTION
 AE0065
 AE0065  HISTORY     - Date     Condition        Report By
 AE0065  HISTORY     - 1942     MONUMENTED       CGS
 AE0065  HISTORY     - 1942     GOOD             LOCENG
 AE0065
 AE0065                          STATION DESCRIPTION
 AE0065
 AE0065'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 AE0065'7.4 MI NW FROM LINN.
 AE0065'7.4 MILES NORTHWEST ALONG FARM-TO-MARKET ROAD 1017 FROM THE TEXAS AND
 AE0065'NEW ORLEANS RAILROAD STATION AT LINN, HIDALGO COUNTY, AT THE JUNCTION
 AE0065'OF A LANE LEADING NORTH INTO A FIELD, 39 FEET NORTH OF THE CENTERLINE
 AE0065'OF THE ROAD, 19 FEET WEST OF THE CENTERLINE OF THE LANE, 15 FEET SOUTH
 AE0065'OF A FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 AE0065'FOOT ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED P 630 1942
 AE0065'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AE0065'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0388 ***********************************************************************
 AX0388  DESIGNATION -  P 631
 AX0388  PID         -  AX0388
 AX0388  STATE/COUNTY-  TX/WHARTON
 AX0388  USGS QUAD   -  WHARTON (1980)
 AX0388
 AX0388                         *CURRENT SURVEY CONTROL
 AX0388  ___________________________________________________________________
 AX0388* NAD 83(1986)-  29 15 38.     (N)    096 03 14.     (W)     SCALED    
 AX0388* NAVD 88     -        28.02   (+/-2cm)      91.9    (feet)  VERTCON   
 AX0388  ___________________________________________________________________
 AX0388  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0388
 AX0388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0388
 AX0388.The horizontal coordinates were scaled from a topographic map and have
 AX0388.an estimated accuracy of +/- 6 seconds.
 AX0388
 AX0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0388.The vertical order pertains to the NGVD 29 superseded value.
 AX0388
 AX0388.The geoid height was determined by GEOID03.
 AX0388
 AX0388;                    North         East    Units  Estimated Accuracy
 AX0388;SPC TXSC     - 4,161,780.      886,270.      MT  (+/- 180 meters Scaled)
 AX0388
 AX0388                          SUPERSEDED SURVEY CONTROL
 AX0388
 AX0388  NGVD 29 (??/??/92)   28.026  (m)           91.95   (f) ADJ UNCH    2 0
 AX0388
 AX0388.Superseded values are not recommended for survey control.
 AX0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0388.See file dsdata.txt to determine how the superseded data were derived.
 AX0388
 AX0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT862404(NAD 83)
 AX0388_MARKER: DB = BENCH MARK DISK
 AX0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0388_STAMPING: P 631 1942
 AX0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0388+STABILITY: SURFACE MOTION
 AX0388
 AX0388  HISTORY     - Date     Condition        Report By
 AX0388  HISTORY     - 1942     MONUMENTED       CGS
 AX0388
 AX0388                          STATION DESCRIPTION
 AX0388
 AX0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AX0388'4.8 MI SE FROM WHARTON.
 AX0388'TO REACH FROM THE COUNTY COURT HOUSE AT WHARTON-- PROCEED 4.8 MILES
 AX0388'SOUTHEASTERLY ALONG STATE HIGHWAY NO. 60 TO THE SITE OF THE BENCH
 AX0388'MARK.  BENCH MARK IS ACROSS THE TRACKS FROM MILE POLE NO. 48, 55.0
 AX0388'FEET EAST OF THE CENTERLINE OF THE SANTA FE TRACKS.  IT IS 5.0 FEET
 AX0388'EAST OF RIGHT-OF-WAY FENCE AND 3.0 FEET NORTH OF A 4X4 INCH WOODEN
 AX0388'MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.  A STANDARD DISK STAMPED
 AX0388'P 631 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0917 ***********************************************************************
 AH0917  DESIGNATION -  P 632
 AH0917  PID         -  AH0917
 AH0917  STATE/COUNTY-  TX/KLEBERG
 AH0917  USGS QUAD   -  LAURELES RANCH (1975)
 AH0917
 AH0917                         *CURRENT SURVEY CONTROL
 AH0917  ___________________________________________________________________
 AH0917* NAD 83(1986)-  27 31 12.     (N)    097 32 20.     (W)     SCALED    
 AH0917* NAVD 88     -         6.271  (meters)      20.57   (feet)  ADJUSTED  
 AH0917  ___________________________________________________________________
 AH0917  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AH0917  DYNAMIC HT  -           6.262 (meters)      20.54  (feet)  COMP
 AH0917  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 AH0917
 AH0917  VERT ORDER  -  SECOND    CLASS 0
 AH0917
 AH0917.The horizontal coordinates were scaled from a topographic map and have
 AH0917.an estimated accuracy of +/- 6 seconds.
 AH0917
 AH0917.The orthometric height was determined by differential leveling
 AH0917.and adjusted by the National Geodetic Survey in June 1991..
 AH0917
 AH0917.The geoid height was determined by GEOID03.
 AH0917
 AH0917.The dynamic height is computed by dividing the NAVD 88
 AH0917.geopotential number by the normal gravity value computed on the
 AH0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0917.degrees latitude (g = 980.6199 gals.).
 AH0917
 AH0917.The modeled gravity was interpolated from observed gravity values.
 AH0917
 AH0917;                    North         East    Units  Estimated Accuracy
 AH0917;SPC TX S     - 5,205,700.      394,950.      MT  (+/- 180 meters Scaled)
 AH0917
 AH0917                          SUPERSEDED SURVEY CONTROL
 AH0917
 AH0917  NGVD 29 (??/??/92)    6.405  (m)           21.01   (f) ADJ UNCH    2 0
 AH0917
 AH0917.Superseded values are not recommended for survey control.
 AH0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0917.See file dsdata.txt to determine how the superseded data were derived.
 AH0917
 AH0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR443448(NAD 83)
 AH0917_MARKER: DB = BENCH MARK DISK
 AH0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0917_STAMPING: P 632 1942
 AH0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0917+STABILITY: SURFACE MOTION
 AH0917
 AH0917  HISTORY     - Date     Condition        Report By
 AH0917  HISTORY     - 1942     MONUMENTED       CGS
 AH0917  HISTORY     - 1951     GOOD             NGS
 AH0917
 AH0917                          STATION DESCRIPTION
 AH0917
 AH0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0917'2.7 MI SW FROM LAURELES RANCH.
 AH0917'1.7 MILES SOUTHWEST ALONG AN ASPHALT ROAD FROM THE HEADQUARTERS AT
 AH0917'LAURELES RANCH, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD, AT THE
 AH0917'SOUTHEAST CORNER OF AN AIRPORT, 28 FEET WEST OF THE CENTER LINE OF A
 AH0917'TRACK ROAD LEADING NORTH, 18.5 FEET WEST OF A FENCE CORNER, 1 FOOT
 AH0917'SOUTH OF A FENCE, 2.7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 AH0917'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0455 ***********************************************************************
 AH0455  DESIGNATION -  P 633
 AH0455  PID         -  AH0455
 AH0455  STATE/COUNTY-  TX/KLEBERG
 AH0455  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH0455
 AH0455                         *CURRENT SURVEY CONTROL
 AH0455  ___________________________________________________________________
 AH0455* NAD 83(1986)-  27 27 25.     (N)    097 23 55.     (W)     SCALED    
 AH0455* NAVD 88     -         4.634  (meters)      15.20   (feet)  ADJUSTED  
 AH0455  ___________________________________________________________________
 AH0455  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH0455  DYNAMIC HT  -           4.627 (meters)      15.18  (feet)  COMP
 AH0455  MODELED GRAV-     979,116.7   (mgal)                       NAVD 88
 AH0455
 AH0455  VERT ORDER  -  SECOND    CLASS 0
 AH0455
 AH0455.The horizontal coordinates were scaled from a topographic map and have
 AH0455.an estimated accuracy of +/- 6 seconds.
 AH0455
 AH0455.The orthometric height was determined by differential leveling
 AH0455.and adjusted by the National Geodetic Survey in June 1991..
 AH0455
 AH0455.The geoid height was determined by GEOID03.
 AH0455
 AH0455.The dynamic height is computed by dividing the NAVD 88
 AH0455.geopotential number by the normal gravity value computed on the
 AH0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0455.degrees latitude (g = 980.6199 gals.).
 AH0455
 AH0455.The modeled gravity was interpolated from observed gravity values.
 AH0455
 AH0455;                    North         East    Units  Estimated Accuracy
 AH0455;SPC TX S     - 5,198,830.      408,860.      MT  (+/- 180 meters Scaled)
 AH0455
 AH0455                          SUPERSEDED SURVEY CONTROL
 AH0455
 AH0455  NGVD 29 (??/??/92)    4.776  (m)           15.67   (f) ADJ UNCH    2 0
 AH0455
 AH0455.Superseded values are not recommended for survey control.
 AH0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0455.See file dsdata.txt to determine how the superseded data were derived.
 AH0455
 AH0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR582380(NAD 83)
 AH0455_MARKER: DB = BENCH MARK DISK
 AH0455_SETTING: 0 = UNSPECIFIED SETTING
 AH0455_STAMPING: P 633 1942
 AH0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0455
 AH0455  HISTORY     - Date     Condition        Report By
 AH0455  HISTORY     - 1942     MONUMENTED       CGS
 AH0455  HISTORY     - 1949     GOOD             NGS
 AH0455
 AH0455                          STATION DESCRIPTION
 AH0455
 AH0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0455'9.8 MI SE FROM LAURELES RANCH.
 AH0455'TO REACH FROM LAURELES RANCH HEADQUARTERS, PROCEED E ALONG SINGLE LANE
 AH0455'BLACK TOP ROAD TO ENTRANCE TO FORMER FLYING FIELD 12, TURN S AND
 AH0455'CONTINUE 4.0 MILES ALONG THE SINGLE LANE BLACK TOP ROAD TO GATE AT OJO
 AH0455'DE AGUA CAMP AND CORRALS, PASS THROUGH GATE AND CONTINUE 2.0 MILES TO
 AH0455'JUNCTION ANOTHER SINGLE LANE BLACK TOP ROAD, TURN NE AND GO 0.5 MILE
 AH0455'TO A TRAIL 300 FEET W OF CALIXTRO WINDMILL, FOLLOW TRAIL 0.1 MILE TO
 AH0455'GATE, PASS THROUGH GATE AND GO NW 0.2 MILE TO A SECOND GATE IN A
 AH0455'NORTH-SOUTH FENCE AND SITE OF BENCH MARK.  BENCH MARK IS AT GATE, 27
 AH0455'FEET S OF CENTER LINE OF TRAIL AND 1 FOOT E OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0578 ***********************************************************************
 AH0578  DESIGNATION -  P 635
 AH0578  PID         -  AH0578
 AH0578  STATE/COUNTY-  TX/KLEBERG
 AH0578  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0578
 AH0578                         *CURRENT SURVEY CONTROL
 AH0578  ___________________________________________________________________
 AH0578* NAD 83(1986)-  27 20 25.     (N)    097 43 38.     (W)     SCALED    
 AH0578* NAVD 88     -         3.573  (meters)      11.72   (feet)  ADJUSTED  
 AH0578  ___________________________________________________________________
 AH0578  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AH0578  DYNAMIC HT  -           3.567 (meters)      11.70  (feet)  COMP
 AH0578  MODELED GRAV-     979,099.7   (mgal)                       NAVD 88
 AH0578
 AH0578  VERT ORDER  -  SECOND    CLASS 0
 AH0578
 AH0578.The horizontal coordinates were scaled from a topographic map and have
 AH0578.an estimated accuracy of +/- 6 seconds.
 AH0578
 AH0578.The orthometric height was determined by differential leveling
 AH0578.and adjusted by the National Geodetic Survey in June 1991..
 AH0578
 AH0578.The geoid height was determined by GEOID03.
 AH0578
 AH0578.The dynamic height is computed by dividing the NAVD 88
 AH0578.geopotential number by the normal gravity value computed on the
 AH0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0578.degrees latitude (g = 980.6199 gals.).
 AH0578
 AH0578.The modeled gravity was interpolated from observed gravity values.
 AH0578
 AH0578;                    North         East    Units  Estimated Accuracy
 AH0578;SPC TX S     - 5,185,660.      376,460.      MT  (+/- 180 meters Scaled)
 AH0578
 AH0578                          SUPERSEDED SURVEY CONTROL
 AH0578
 AH0578  NGVD 29 (??/??/92)    3.685  (m)           12.09   (f) ADJ UNCH    2 0
 AH0578
 AH0578.Superseded values are not recommended for survey control.
 AH0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0578.See file dsdata.txt to determine how the superseded data were derived.
 AH0578
 AH0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR259247(NAD 83)
 AH0578_MARKER: DB = BENCH MARK DISK
 AH0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0578_STAMPING: P 635 1942
 AH0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0578+STABILITY: SURFACE MOTION
 AH0578
 AH0578  HISTORY     - Date     Condition        Report By
 AH0578  HISTORY     - 1942     MONUMENTED       CGS
 AH0578  HISTORY     - 1949     GOOD             NGS
 AH0578
 AH0578                          STATION DESCRIPTION
 AH0578
 AH0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0578'8.5 MI NE FROM RIVIERA.
 AH0578'STATION IS APPROX 8 MILES NE OF RIVIERA.  TO REACH, GO 5.5 MILES E
 AH0578'ALONG FARM ROAD 771 (RIVIERA BEACH ROAD) FROM JUNCTION WITH U. S.
 AH0578'HIGHWAY 77 AT RIVIERA TO INTERSECTION.  THEN GO N 3.0 MILES TO
 AH0578'INTERSECTION.  AND THEN 0.5 MILES N TO STATION.  160 FEET N OF SMALL
 AH0578'CULVERT.  30 FEET W OF ROAD CENTERLINE, 3 FEET N OF A FENCE CORNER.
 AH0578'AND 3 FEET S OF WITNESS POST.  1 FOOT E OF FENCE, A STANDARD DISK
 AH0578'STAMPED P 635 1942 SET IN TOP A 6 X 6 INCH CONCRETE MONUMENT
 AH0578'PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0901 ***********************************************************************
 AH0901  DESIGNATION -  P 636
 AH0901  PID         -  AH0901
 AH0901  STATE/COUNTY-  TX/KLEBERG
 AH0901  USGS QUAD   -  CONCORDIA (1975)
 AH0901
 AH0901                         *CURRENT SURVEY CONTROL
 AH0901  ___________________________________________________________________
 AH0901* NAD 83(1993)-  27 31 46.97997(N)    097 41 59.33208(W)     ADJUSTED  
 AH0901* NAVD 88     -        10.743  (meters)      35.25   (feet)  ADJUSTED  
 AH0901  ___________________________________________________________________
 AH0901  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH0901  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH0901  DYNAMIC HT  -          10.726 (meters)      35.19  (feet)  COMP
 AH0901  MODELED GRAV-     979,106.5   (mgal)                       NAVD 88
 AH0901
 AH0901  HORZ ORDER  -  SECOND
 AH0901  VERT ORDER  -  SECOND    CLASS 0
 AH0901
 AH0901.The horizontal coordinates were established by classical geodetic methods
 AH0901.and adjusted by the National Geodetic Survey in February 1996..
 AH0901
 AH0901.The orthometric height was determined by differential leveling
 AH0901.and adjusted by the National Geodetic Survey in June 1991..
 AH0901
 AH0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0901
 AH0901.The geoid height was determined by GEOID03.
 AH0901
 AH0901.The dynamic height is computed by dividing the NAVD 88
 AH0901.geopotential number by the normal gravity value computed on the
 AH0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0901.degrees latitude (g = 980.6199 gals.).
 AH0901
 AH0901.The modeled gravity was interpolated from observed gravity values.
 AH0901
 AH0901;                    North         East     Units Scale Factor Converg.
 AH0901;SPC TX S     - 5,206,663.842   379,041.304   MT  0.99993720   +0 21 47.8
 AH0901;SPC TX S     -17,082,196.29  1,243,571.34   sFT  0.99993720   +0 21 47.8
 AH0901;UTM  14      - 3,045,781.871   628,394.571   MT  0.99980349   +0 36 03.7
 AH0901
 AH0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0901!SPC TX S     -   1.00000240  x   0.99993720  =   0.99993960
 AH0901!UTM  14      -   1.00000240  x   0.99980349  =   0.99980589
 AH0901
 AH0901                          SUPERSEDED SURVEY CONTROL
 AH0901
 AH0901  NAD 83(1986)-  27 31 46.99078(N)    097 41 59.30767(W) AD(       ) 2
 AH0901  NAD 27      -  27 31 45.86200(N)    097 41 58.32700(W) AD(       ) 2
 AH0901  NGVD 29 (??/??/92)   10.859  (m)           35.63   (f) ADJ UNCH    2 0
 AH0901
 AH0901.Superseded values are not recommended for survey control.
 AH0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0901.See file dsdata.txt to determine how the superseded data were derived.
 AH0901
 AH0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2839545782(NAD 83)
 AH0901_MARKER: DB = BENCH MARK DISK
 AH0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0901_STAMPING: P 636 1942
 AH0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0901+STABILITY: SURFACE MOTION
 AH0901
 AH0901  HISTORY     - Date     Condition        Report By
 AH0901  HISTORY     - 1949     MONUMENTED       CGS
 AH0901  HISTORY     - 1949     GOOD             NGS
 AH0901
 AH0901                          STATION DESCRIPTION
 AH0901
 AH0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AH0901'BENCH MARK P 636 SET IN AN 8 INCH BY
 AH0901'8 INCH CONCRETE POST PROJECTING 9 INCHES ABOVE THE GROUND.  IT
 AH0901'IS 52.5 FEET SOUTH OF THE CENTER OF A MACADAM ROAD AND 3.8
 AH0901'FEET WEST OF A WITNESS POST.  IT IS STAMPED P 636 1942.
 AH0901'
 AH0901'TO REACH THE STATION FROM THE POST OFFICE IN KINGSVILLE, GO
 AH0901'SOUTH ON U.S. HIGHWAY NO. 77 FOR 0.7 MILE TO E. CEASER ST.,
 AH0901'HERE TURN LEFT AND GO 2.7 MILES TO A T INTERSECTION, TURN LEFT
 AH0901'AND FOLLOW WINDING ROAD 1.7 MILES TO GATE INTO KING RANCH, FROM
 AH0901'GATE CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A FORK, TAKE
 AH0901'LEFT FORK AND CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD,
 AH0901'PASSING THROUGH TWO BUMP GATES FOR 6.2 MILES AND STATION ON
 AH0901'THE RIGHT AS DESCRIBED.
 AH0901
 AH0901                          STATION RECOVERY (1949)
 AH0901
 AH0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0901'9.5 MI E FROM KINGSVILLE.
 AH0901'LOCATED 9.5 MILES E OF KINGSVILLE ON THE LAURELES DIVISION OF KING
 AH0901'RANCH.  FROM JUNCTION OF US HWY 77 AND ANGLE ROAD 0.4 MILE E OF COUNTY
 AH0901'HOSPITAL IN KINGSVILLE, GO 1.9 MILES DUE E TO T ROAD INTERSECTION,
 AH0901'THEN WIND 1.6 MILES NE ALONG PAVED ROAD THAT PARALLELS NAVY FIELD
 AH0901'FENCE TO LOCKED GATE ENTERING KING RANCH AT SAN FERNANDO CREEK, AND
 AH0901'CONTINUE 6.6 MILES E ALONG PAVED ROAD TO BENCH MARK.  0.4 MILE E OF
 AH0901'NORIA HONDA WINDMILL, 2 MILES W OF A BUMP-GATE, 52 FT. S OF ROAD C/L,
 AH0901'27 FT. WSW OF NORIA 1949, 42 FT. WNW OF NORIA RM NO. 1 AND 3.7 FT. W
 AH0901'OF WITNESS POST.  STANDARD DISK STAMPED P 636 1942 SET IN TOP OF A 6X6
 AH0901'INCH CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0632 ***********************************************************************
 AH0632  DESIGNATION -  P 638
 AH0632  PID         -  AH0632
 AH0632  STATE/COUNTY-  TX/KENEDY
 AH0632  USGS QUAD   -  LA PARRA RANCH SW (1975)
 AH0632
 AH0632                         *CURRENT SURVEY CONTROL
 AH0632  ___________________________________________________________________
 AH0632* NAD 83(1986)-  27 01 31.     (N)    097 39 56.     (W)     SCALED    
 AH0632* NAVD 88     -         6.087  (meters)      19.97   (feet)  ADJUSTED  
 AH0632  ___________________________________________________________________
 AH0632  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AH0632  DYNAMIC HT  -           6.077 (meters)      19.94  (feet)  COMP
 AH0632  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 AH0632
 AH0632  VERT ORDER  -  SECOND    CLASS 0
 AH0632
 AH0632.The horizontal coordinates were scaled from a topographic map and have
 AH0632.an estimated accuracy of +/- 6 seconds.
 AH0632
 AH0632.The orthometric height was determined by differential leveling
 AH0632.and adjusted by the National Geodetic Survey in June 1991..
 AH0632
 AH0632.The geoid height was determined by GEOID03.
 AH0632
 AH0632.The dynamic height is computed by dividing the NAVD 88
 AH0632.geopotential number by the normal gravity value computed on the
 AH0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0632.degrees latitude (g = 980.6199 gals.).
 AH0632
 AH0632.The modeled gravity was interpolated from observed gravity values.
 AH0632
 AH0632;                    North         East    Units  Estimated Accuracy
 AH0632;SPC TX S     - 5,150,800.      382,800.      MT  (+/- 180 meters Scaled)
 AH0632
 AH0632                          SUPERSEDED SURVEY CONTROL
 AH0632
 AH0632  NGVD 29 (??/??/92)    6.156  (m)           20.20   (f) ADJ UNCH    2 0
 AH0632
 AH0632.Superseded values are not recommended for survey control.
 AH0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0632.See file dsdata.txt to determine how the superseded data were derived.
 AH0632
 AH0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ323899(NAD 83)
 AH0632_MARKER: DB = BENCH MARK DISK
 AH0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0632_STAMPING: P 638 1942
 AH0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0632+STABILITY: SURFACE MOTION
 AH0632
 AH0632  HISTORY     - Date     Condition        Report By
 AH0632  HISTORY     - 1942     MONUMENTED       CGS
 AH0632  HISTORY     - 1949     GOOD             NGS
 AH0632
 AH0632                          STATION DESCRIPTION
 AH0632
 AH0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0632'10 MI NE FROM TURCOTTE.
 AH0632'LOCATED ABOUT 10 MILES NE OF TURCOTTE.  TO REACH FROM TWO HOUSES ON W
 AH0632'SIDE OF ROAD IN TURCOTTE, GO N ON U.S. HWY 77 2.25 MILES TO LOCKED
 AH0632'GATE, TURN RIGHT AND GO E ALONG GRADED RANCH ROAD 9.3 MILES TO METAL
 AH0632'GATE, PASS THROUGH GATE AND GO 0.1 MILE TO MARANA RANCH HOUSE AND
 AH0632'BENCH MARK.  BENCH MARK IS ALONG E-W FENCE IN FRONT OF RANCH HOUSE 200
 AH0632'FT. SE OF WINDMILL, 96 FT. S OF S SIDE OF RANCH HOUSE, 27 FT. W OF
 AH0632'GATE IN FENCE 3 FT. E OF WITNESS POST AND 1 FT. S OF FENCE.  A
 AH0632'STANDARD DISK STAMPED P 638 1942 IN TOP OF A 6 INCH SQUARE CONCRETE
 AH0632'MONUMENT PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1082 ***********************************************************************
 AW1082  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1082  DESIGNATION -  P 639
 AW1082  PID         -  AW1082
 AW1082  STATE/COUNTY-  TX/HARRIS
 AW1082  USGS QUAD   -  LEAGUE CITY (1995)
 AW1082
 AW1082                         *CURRENT SURVEY CONTROL
 AW1082  ___________________________________________________________________
 AW1082* NAD 83(1993)-  29 31 37.18620(N)    095 06 27.55515(W)     ADJUSTED  
 AW1082* NAVD 88     -         4.55   (meters)      14.9    (feet)  GPS OBS   
 AW1082  ___________________________________________________________________
 AW1082  X           -    -494,481.563 (meters)                     COMP
 AW1082  Y           -  -5,532,210.275 (meters)                     COMP
 AW1082  Z           -   3,124,847.748 (meters)                     COMP
 AW1082  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW1082  ELLIP HEIGHT-         -22.45  (meters)          (12/03/01) GPS OBS
 AW1082  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW1082  DYNAMIC HT  -           4.54  (meters)      14.9   (feet)  COMP
 AW1082  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 AW1082  OBS GRAVITY -     979,274.0   (mgal)                       GRAV_OBS
 AW1082
 AW1082  HORZ ORDER  -  FIRST
 AW1082  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1082  ELLP ORDER  -  FOURTH    CLASS II
 AW1082
 AW1082.The horizontal coordinates were established by GPS observations
 AW1082.and adjusted by the National Geodetic Survey in December 2001..
 AW1082
 AW1082.The orthometric height was determined by GPS observations and a
 AW1082.high-resolution geoid model using precise GPS observation and
 AW1082.processing techniques. It supersedes the leveled height previously
 AW1082.determined for this station.
 AW1082.The vertical order pertains to the first NAVD 88 superseded value.
 AW1082
 AW1082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1082
 AW1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1082
 AW1082.The ellipsoidal height was determined by GPS observations
 AW1082.and is referenced to NAD 83.
 AW1082
 AW1082.The geoid height was determined by GEOID03.
 AW1082
 AW1082.The dynamic height is computed by dividing the NAVD 88
 AW1082.geopotential number by the normal gravity value computed on the
 AW1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1082.degrees latitude (g = 980.6199 gals.).
 AW1082
 AW1082.The modeled gravity was interpolated from observed gravity values.
 AW1082.The observed gravity was obtained from relative gravimeter ties
 AW1082.to the IGSN71 gravity network.
 AW1082
 AW1082;                    North         East     Units Scale Factor Converg.
 AW1082;SPC TXSC     - 4,193,980.486   977,207.034   MT  0.99986884   +1 54 24.9
 AW1082;SPC TXSC     -13,759,750.98  3,206,053.41   sFT  0.99986884   +1 54 24.9
 AW1082;UTM  15      - 3,268,226.627   295,740.691   MT  1.00011483   -1 02 20.7
 AW1082
 AW1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1082!SPC TXSC     -   1.00000353  x   0.99986884  =   0.99987237
 AW1082!UTM  15      -   1.00000353  x   1.00011483  =   1.00011836
 AW1082
 AW1082                          SUPERSEDED SURVEY CONTROL
 AW1082
 AW1082  ELLIP H (10/25/00)  -22.45   (m)                       GP(       ) 4 1
 AW1082  NAD 83(1993)-  29 31 37.18650(N)    095 06 27.55389(W) AD(       ) 1
 AW1082  ELLIP H (10/17/96)  -22.33   (m)                       GP(       ) 3 1
 AW1082  NAVD 88 (03/24/97)    4.537  (m)           14.89   (f) ADJUSTED    1 2
 AW1082  NAVD 88 (06/15/91)    4.571  (m)           15.00   (f) UNKNOWN     1 1
 AW1082  NGVD 29 (12/23/87)    4.568  (m)           14.99   (f) ADJUSTED    1 1
 AW1082
 AW1082.Superseded values are not recommended for survey control.
 AW1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1082.See file dsdata.txt to determine how the superseded data were derived.
 AW1082
 AW1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9574168227(NAD 83)
 AW1082_MARKER: DB = BENCH MARK DISK
 AW1082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1082_SP_SET: BRIDGE ABUTMENT
 AW1082_STAMPING: P 639 1942
 AW1082_MARK LOGO: CGS   
 AW1082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1082+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW1082
 AW1082  HISTORY     - Date     Condition        Report By
 AW1082  HISTORY     - 1942     MONUMENTED       CGS
 AW1082  HISTORY     - 1973     GOOD             NGS
 AW1082  HISTORY     - 1976     GOOD             NGS
 AW1082  HISTORY     - 1976     GOOD             NGS
 AW1082  HISTORY     - 1978     GOOD             NGS
 AW1082  HISTORY     - 1983     GOOD             NGS
 AW1082  HISTORY     - 1987     GOOD             USPSQD
 AW1082  HISTORY     - 1987     GOOD             USPSQD
 AW1082  HISTORY     - 1987     GOOD             USPSQD
 AW1082  HISTORY     - 1987     GOOD             USPSQD
 AW1082  HISTORY     - 1987     GOOD             USPSQD
 AW1082  HISTORY     - 1987     GOOD             USPSQD
 AW1082  HISTORY     - 1987     GOOD             NGS
 AW1082  HISTORY     - 1988     GOOD             USPSQD
 AW1082  HISTORY     - 1988     GOOD             USPSQD
 AW1082  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1082  HISTORY     - 1989     GOOD             USPSQD
 AW1082  HISTORY     - 1989     GOOD             USPSQD
 AW1082  HISTORY     - 1989     GOOD             USPSQD
 AW1082  HISTORY     - 1989     GOOD             USPSQD
 AW1082  HISTORY     - 1989     GOOD             USPSQD
 AW1082  HISTORY     - 19910216 GOOD             USPSQD
 AW1082  HISTORY     - 19931122 GOOD             USPSQD
 AW1082  HISTORY     - 19950321 GOOD             HGCSD
 AW1082  HISTORY     - 19961203 GOOD             NGS
 AW1082  HISTORY     - 20010128 MARK NOT FOUND   USPSQD
 AW1082  HISTORY     - 20031104 GOOD             USPSQD
 AW1082  HISTORY     - 20050114 GOOD             USPSQD
 AW1082
 AW1082                          STATION DESCRIPTION
 AW1082
 AW1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1082'0.95 MI SE FROM WEBSTER.
 AW1082'0.95 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1082'RAILROAD FROM THE CROSSING OF NASA BOULEVARD AT WEBSTER, 1.55 MILES
 AW1082'NORTHWEST OF LEAGUE CITY 0.25 MILE NORTHWEST OF THE CROSSING OF NORTH
 AW1082'FONDREN ROAD, IN THE TOP AND 0.7 FOOT SOUTHWEST OF THE NORTHEAST END
 AW1082'OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE 22.8, 6.0 FEET NORTHEAST
 AW1082'OF THE NORTHEAST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 AW1082
 AW1082                          STATION RECOVERY (1976)
 AW1082
 AW1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1976)
 AW1082
 AW1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1978)
 AW1082
 AW1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1983)
 AW1082
 AW1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1987)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1987)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1987)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1987)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1987)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1987)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1987)
 AW1082
 AW1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1988)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1988)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1988)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1082'MARK NOT FOUND.
 AW1082
 AW1082                          STATION RECOVERY (1989)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1989)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1989)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1989)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1989)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1991)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1993)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (1995)
 AW1082
 AW1082'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1082'RECOVERED AS DESCRIBED.
 AW1082
 AW1082                          STATION RECOVERY (1996)
 AW1082
 AW1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1082'1.5 KM (0.95 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1082'OF NASA 1 HIGHWAY IN WEBSTER, IN TOP OF AND 2.0 M (6.6 FT) SOUTHWEST
 AW1082'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 AW1082'BURLINGTON NORTHERN RAILROAD BRIDGE NUMBER 22.8, 30.2 M (99.1 FT)
 AW1082'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.8 M
 AW1082'(5.9 FT) NORTHEAST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE
 AW1082'LEVEL OF THE TRACK.
 AW1082
 AW1082                          STATION RECOVERY (2001)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 2001 (LEC)
 AW1082'MARK NOT FOUND.
 AW1082
 AW1082                          STATION RECOVERY (2003)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1082'RECOVERED IN GOOD CONDITION.
 AW1082
 AW1082                          STATION RECOVERY (2005)
 AW1082
 AW1082'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0568 ***********************************************************************
 AE0568  DESIGNATION -  P 641
 AE0568  PID         -  AE0568
 AE0568  STATE/COUNTY-  TX/HIDALGO
 AE0568  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0568
 AE0568                         *CURRENT SURVEY CONTROL
 AE0568  ___________________________________________________________________
 AE0568* NAD 83(1986)-  26 26 56.     (N)    098 19 01.     (W)     SCALED    
 AE0568* NAVD 88     -        64.787  (meters)     212.56   (feet)  ADJUSTED  
 AE0568  ___________________________________________________________________
 AE0568  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AE0568  DYNAMIC HT  -          64.681 (meters)     212.21  (feet)  COMP
 AE0568  MODELED GRAV-     979,012.2   (mgal)                       NAVD 88
 AE0568
 AE0568  VERT ORDER  -  SECOND    CLASS 0
 AE0568
 AE0568.The horizontal coordinates were scaled from a topographic map and have
 AE0568.an estimated accuracy of +/- 6 seconds.
 AE0568
 AE0568.The orthometric height was determined by differential leveling
 AE0568.and adjusted by the National Geodetic Survey in June 1991..
 AE0568
 AE0568.The geoid height was determined by GEOID03.
 AE0568
 AE0568.The dynamic height is computed by dividing the NAVD 88
 AE0568.geopotential number by the normal gravity value computed on the
 AE0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0568.degrees latitude (g = 980.6199 gals.).
 AE0568
 AE0568.The modeled gravity was interpolated from observed gravity values.
 AE0568
 AE0568;                    North         East    Units  Estimated Accuracy
 AE0568;SPC TX S     - 5,086,680.      318,260.      MT  (+/- 180 meters Scaled)
 AE0568
 AE0568                          SUPERSEDED SURVEY CONTROL
 AE0568
 AE0568  NGVD 29 (??/??/92)   64.881  (m)          212.86   (f) ADJ UNCH    2 0
 AE0568
 AE0568.Superseded values are not recommended for survey control.
 AE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0568.See file dsdata.txt to determine how the superseded data were derived.
 AE0568
 AE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ680255(NAD 83)
 AE0568_MARKER: DB = BENCH MARK DISK
 AE0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0568_STAMPING: P 641 1942
 AE0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0568+STABILITY: SURFACE MOTION
 AE0568
 AE0568  HISTORY     - Date     Condition        Report By
 AE0568  HISTORY     - 1942     MONUMENTED       CGS
 AE0568  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0568
 AE0568                          STATION DESCRIPTION
 AE0568
 AE0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0568'7.1 MI SE FROM MCCOOK.
 AE0568'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 5.1 MILES EASTERLY
 AE0568'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING SOUTH.  THENCE, GO 2.0
 AE0568'MILES SOUTHERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AE0568'IS 22.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0568'THE ROAD, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET
 AE0568'EAST OF FENCE.  THE MONUMENT PROJECTS 0.2 FOOT.
 AE0568
 AE0568                          STATION RECOVERY (1962)
 AE0568
 AE0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0023 ***********************************************************************
 AE0023  DESIGNATION -  P 642
 AE0023  PID         -  AE0023
 AE0023  STATE/COUNTY-  TX/STARR
 AE0023  USGS QUAD   -  SAN ISIDRO (1993)
 AE0023
 AE0023                         *CURRENT SURVEY CONTROL
 AE0023  ___________________________________________________________________
 AE0023* NAD 83(1986)-  26 40 12.     (N)    098 26 02.     (W)     SCALED    
 AE0023* NAVD 88     -        90.624  (meters)     297.32   (feet)  ADJUSTED  
 AE0023  ___________________________________________________________________
 AE0023  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AE0023  DYNAMIC HT  -          90.476 (meters)     296.84  (feet)  COMP
 AE0023  MODELED GRAV-     979,012.9   (mgal)                       NAVD 88
 AE0023
 AE0023  VERT ORDER  -  SECOND    CLASS 0
 AE0023
 AE0023.The horizontal coordinates were scaled from a topographic map and have
 AE0023.an estimated accuracy of +/- 6 seconds.
 AE0023
 AE0023.The orthometric height was determined by differential leveling
 AE0023.and adjusted by the National Geodetic Survey in June 1991..
 AE0023
 AE0023.The geoid height was determined by GEOID03.
 AE0023
 AE0023.The dynamic height is computed by dividing the NAVD 88
 AE0023.geopotential number by the normal gravity value computed on the
 AE0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0023.degrees latitude (g = 980.6199 gals.).
 AE0023
 AE0023.The modeled gravity was interpolated from observed gravity values.
 AE0023
 AE0023;                    North         East    Units  Estimated Accuracy
 AE0023;SPC TX S     - 5,111,160.      306,580.      MT  (+/- 180 meters Scaled)
 AE0023
 AE0023                          SUPERSEDED SURVEY CONTROL
 AE0023
 AE0023  NGVD 29 (??/??/92)   90.693  (m)          297.55   (f) ADJ UNCH    2 0
 AE0023
 AE0023.Superseded values are not recommended for survey control.
 AE0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0023.See file dsdata.txt to determine how the superseded data were derived.
 AE0023
 AE0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ563500(NAD 83)
 AE0023_MARKER: DB = BENCH MARK DISK
 AE0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0023_STAMPING: P 642 1942
 AE0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0023+STABILITY: SURFACE MOTION
 AE0023
 AE0023  HISTORY     - Date     Condition        Report By
 AE0023  HISTORY     - 1942     MONUMENTED       CGS
 AE0023  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0023
 AE0023                          STATION DESCRIPTION
 AE0023
 AE0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0023'2.0 MI SW FROM DELMITA.
 AE0023'TO REACH FROM THE POST OFFICE AT DELMITA-- PROCEED 1.3 MILES WEST
 AE0023'ALONG DIRT ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO 0.7 MILE
 AE0023'SOUTH ALONG ROAD TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1
 AE0023'MILE NORTH OF A FARM HOUSE, 21.0 FEET WEST OF AND ABOUT 2.0 FEET ABOVE
 AE0023'THE CENTERLINE OF THE ROAD AND 5.0 FEET NORTH OF A FENCE CORNER. IT IS
 AE0023'3.0 FEET SOUTH OF A 4 X 4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST OF
 AE0023'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0023
 AE0023                          STATION RECOVERY (1972)
 AE0023
 AE0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1000 ***********************************************************************
 AE1000  DESIGNATION -  P 643
 AE1000  PID         -  AE1000
 AE1000  STATE/COUNTY-  TX/STARR
 AE1000  USGS QUAD   -  RINCON (1993)
 AE1000
 AE1000                         *CURRENT SURVEY CONTROL
 AE1000  ___________________________________________________________________
 AE1000* NAD 83(1986)-  26 33 53.     (N)    098 31 59.     (W)     SCALED    
 AE1000* NAVD 88     -       128.642  (meters)     422.05   (feet)  ADJUSTED  
 AE1000  ___________________________________________________________________
 AE1000  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AE1000  DYNAMIC HT  -         128.430 (meters)     421.36  (feet)  COMP
 AE1000  MODELED GRAV-     979,001.4   (mgal)                       NAVD 88
 AE1000
 AE1000  VERT ORDER  -  SECOND    CLASS 0
 AE1000
 AE1000.The horizontal coordinates were scaled from a topographic map and have
 AE1000.an estimated accuracy of +/- 6 seconds.
 AE1000
 AE1000.The orthometric height was determined by differential leveling
 AE1000.and adjusted by the National Geodetic Survey in June 1991..
 AE1000
 AE1000.The geoid height was determined by GEOID03.
 AE1000
 AE1000.The dynamic height is computed by dividing the NAVD 88
 AE1000.geopotential number by the normal gravity value computed on the
 AE1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1000.degrees latitude (g = 980.6199 gals.).
 AE1000
 AE1000.The modeled gravity was interpolated from observed gravity values.
 AE1000
 AE1000;                    North         East    Units  Estimated Accuracy
 AE1000;SPC TX S     - 5,099,500.      296,710.      MT  (+/- 180 meters Scaled)
 AE1000
 AE1000                          SUPERSEDED SURVEY CONTROL
 AE1000
 AE1000  NGVD 29 (??/??/92)  128.706  (m)          422.26   (f) ADJ UNCH    2 0
 AE1000
 AE1000.Superseded values are not recommended for survey control.
 AE1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1000.See file dsdata.txt to determine how the superseded data were derived.
 AE1000
 AE1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ465383(NAD 83)
 AE1000_MARKER: DB = BENCH MARK DISK
 AE1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1000_STAMPING: P 643 1942
 AE1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1000+STABILITY: SURFACE MOTION
 AE1000
 AE1000  HISTORY     - Date     Condition        Report By
 AE1000  HISTORY     - 1942     MONUMENTED       CGS
 AE1000
 AE1000                          STATION DESCRIPTION
 AE1000
 AE1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE1000'14.4 MI NW FROM MCCOOK.
 AE1000'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.7 MILES NORTHERLY
 AE1000'ALONG DIRT ROAD TO SHARP CURVE TO THE WEST.  THENCE, GO 9.7 MILES
 AE1000'WESTERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 26.0
 AE1000'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE1000'ROAD, 16.0 FEET WEST OF THE CENTER OF GATE, 3.0 FEET WEST OF A
 AE1000'4X4-INCH WOODEN MARKER POST AND 2.0 FEET NORTH OF FENCE.  THE MONUMENT
 AE1000'PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0654 ***********************************************************************
 AE0654  DESIGNATION -  P 644
 AE0654  PID         -  AE0654
 AE0654  STATE/COUNTY-  TX/STARR
 AE0654  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0654
 AE0654                         *CURRENT SURVEY CONTROL
 AE0654  ___________________________________________________________________
 AE0654* NAD 83(1993)-  26 17 39.53415(N)    098 34 46.87640(W)     ADJUSTED  
 AE0654* NAVD 88     -        71.913  (meters)     235.93   (feet)  ADJUSTED  
 AE0654  ___________________________________________________________________
 AE0654  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AE0654  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE0654  DYNAMIC HT  -          71.793 (meters)     235.54  (feet)  COMP
 AE0654  MODELED GRAV-     978,987.7   (mgal)                       NAVD 88
 AE0654
 AE0654  HORZ ORDER  -  THIRD
 AE0654  VERT ORDER  -  FIRST     CLASS II
 AE0654
 AE0654.The horizontal coordinates were established by classical geodetic methods
 AE0654.and adjusted by the National Geodetic Survey in February 1996..
 AE0654
 AE0654.The orthometric height was determined by differential leveling
 AE0654.and adjusted by the National Geodetic Survey in June 1991..
 AE0654
 AE0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0654
 AE0654.The geoid height was determined by GEOID03.
 AE0654
 AE0654.The dynamic height is computed by dividing the NAVD 88
 AE0654.geopotential number by the normal gravity value computed on the
 AE0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0654.degrees latitude (g = 980.6199 gals.).
 AE0654
 AE0654.The modeled gravity was interpolated from observed gravity values.
 AE0654
 AE0654;                    North         East     Units Scale Factor Converg.
 AE0654;SPC TX S     - 5,069,542.199   292,042.053   MT  0.99997030   -0 02 10.2
 AE0654;SPC TX S     -16,632,323.03    958,141.30   sFT  0.99997030   -0 02 10.2
 AE0654;UTM  14      - 2,908,346.210   541,958.718   MT  0.99962174   +0 11 10.3
 AE0654
 AE0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0654!SPC TX S     -   0.99999247  x   0.99997030  =   0.99996277
 AE0654!UTM  14      -   0.99999247  x   0.99962174  =   0.99961421
 AE0654
 AE0654|---------------------------------------------------------------------|
 AE0654| PID    Reference Object                     Distance      Geod. Az  |
 AE0654|                                                           dddmmss.s |
 AE0654| AE0655 FORDYCE                             287.999 METERS 00759     |
 AE0654| AE1263 FORDYCE 2                           294.317 METERS 00847     |
 AE0654|---------------------------------------------------------------------|
 AE0654
 AE0654                          SUPERSEDED SURVEY CONTROL
 AE0654
 AE0654  NAD 83(1986)-  26 17 39.53859(N)    098 34 46.83894(W) AD(       ) 3
 AE0654  NAD 27      -  26 17 38.28534(N)    098 34 45.75555(W) AD(       ) 3
 AE0654  NGVD 29 (07/19/86)   72.02   (m)          236.3    (f) LEVELING    3  
 AE0654
 AE0654.Superseded values are not recommended for survey control.
 AE0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0654.See file dsdata.txt to determine how the superseded data were derived.
 AE0654
 AE0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4195908346(NAD 83)
 AE0654_MARKER: DB = BENCH MARK DISK
 AE0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0654_STAMPING: P 644 1942
 AE0654_MARK LOGO: CGS   
 AE0654_PROJECTION: PROJECTING 5 CENTIMETERS
 AE0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0654+STABILITY: SURFACE MOTION
 AE0654
 AE0654  HISTORY     - Date     Condition        Report By
 AE0654  HISTORY     - 1942     MONUMENTED       CGS
 AE0654  HISTORY     - 1969     GOOD             NGS
 AE0654  HISTORY     - 1981     GOOD             NGS
 AE0654  HISTORY     - 1981     GOOD             TXHD
 AE0654  HISTORY     - 20060319 MARK NOT FOUND   USPSQD
 AE0654
 AE0654                          STATION DESCRIPTION
 AE0654
 AE0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0654'2.1 MI NW FROM SULLIVAN CITY.
 AE0654'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0654'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0654'NORTH.  THENCE, GO 0.8 MILE NORTH ALONG DIRT ROAD TO THE SITE OF THE
 AE0654'BENCH MARK.  BENCH MARK IS 38.0 FEET SOUTH OF THE SOUTHWEST CORNER OF
 AE0654'A HOUSE, 9.0 FEET WEST OF A WINDMILL AND WELL, AND 20.0 FEET EAST OF
 AE0654'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS 2.0 FEET
 AE0654'NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4
 AE0654'FOOT.
 AE0654
 AE0654                          STATION RECOVERY (1969)
 AE0654
 AE0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 AE0654'RECOVERED IN GOOD CONDITION.
 AE0654
 AE0654                          STATION RECOVERY (1981)
 AE0654
 AE0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0654'3.1 KM (1.95 MI) WEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AE0654'ROAD 886 AT SULLIVAN CITY, THENCE 1.3 KM (0.8 MI) NORTH ALONG A DIRT
 AE0654'ROAD TO A FIELD ROAD LEADING NORTH, 7.3 METERS (24.0 FT) EAST OF THE
 AE0654'CENTER OF THE DIRT ROAD, 25.0 METERS (82.0 FT) NORTH OF THE CENTER OF
 AE0654'THE FIELD ROAD, 1.2 METERS (4.0 FT) SOUTH OF A METAL UNDERGROUND
 AE0654'TELEPHONE CABLE WARNING POST, AND 0.31 METERS (1.0 FT) WEST OF A FENCE
 AE0654'LINE.
 AE0654'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 AE0654
 AE0654                          STATION RECOVERY (1981)
 AE0654
 AE0654'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1981
 AE0654'RECOVERED IN GOOD CONDITION.
 AE0654
 AE0654                          STATION RECOVERY (2006)
 AE0654
 AE0654'RECOVERY NOTE BY US POWER SQUADRON 2006 (RL)
 AE0654'NOT FOUND, HWY 83 HAS BEEN WIDENED TO A 4-LANE DIVIDED HIGHWAY. DIRT
 AE0654'ROAD HAS BEEN WIDENED.  2 FT OF DIRT PILED ALONG EAST SIDE OF DIRT
 AE0654'ROAD, DIRT PILES LOCATED BETWEEN EDGE OF ROAD AND FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0564 ***********************************************************************
 AE0564  DESIGNATION -  P 645
 AE0564  PID         -  AE0564
 AE0564  STATE/COUNTY-  TX/HIDALGO
 AE0564  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0564
 AE0564                         *CURRENT SURVEY CONTROL
 AE0564  ___________________________________________________________________
 AE0564* NAD 83(1986)-  26 25 16.     (N)    098 21 01.     (W)     SCALED    
 AE0564* NAVD 88     -        74.537  (meters)     244.54   (feet)  ADJUSTED  
 AE0564  ___________________________________________________________________
 AE0564  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AE0564  DYNAMIC HT  -          74.414 (meters)     244.14  (feet)  COMP
 AE0564  MODELED GRAV-     979,007.3   (mgal)                       NAVD 88
 AE0564
 AE0564  VERT ORDER  -  SECOND    CLASS 0
 AE0564
 AE0564.The horizontal coordinates were scaled from a topographic map and have
 AE0564.an estimated accuracy of +/- 6 seconds.
 AE0564
 AE0564.The orthometric height was determined by differential leveling
 AE0564.and adjusted by the National Geodetic Survey in June 1991..
 AE0564
 AE0564.The geoid height was determined by GEOID03.
 AE0564
 AE0564.The dynamic height is computed by dividing the NAVD 88
 AE0564.geopotential number by the normal gravity value computed on the
 AE0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0564.degrees latitude (g = 980.6199 gals.).
 AE0564
 AE0564.The modeled gravity was interpolated from observed gravity values.
 AE0564
 AE0564;                    North         East    Units  Estimated Accuracy
 AE0564;SPC TX S     - 5,083,600.      314,940.      MT  (+/- 180 meters Scaled)
 AE0564
 AE0564                          SUPERSEDED SURVEY CONTROL
 AE0564
 AE0564  NGVD 29 (??/??/92)   74.628  (m)          244.84   (f) ADJ UNCH    2 0
 AE0564
 AE0564.Superseded values are not recommended for survey control.
 AE0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0564.See file dsdata.txt to determine how the superseded data were derived.
 AE0564
 AE0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ647224(NAD 83)
 AE0564_MARKER: DB = BENCH MARK DISK
 AE0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0564_STAMPING: P 645 1942
 AE0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0564+STABILITY: SURFACE MOTION
 AE0564
 AE0564  HISTORY     - Date     Condition        Report By
 AE0564  HISTORY     - 1942     MONUMENTED       TXGS
 AE0564
 AE0564                          STATION DESCRIPTION
 AE0564
 AE0564'DESCRIBED BY TEXAS GEODETIC SURVEY 1942
 AE0564'3.6 MI S FROM MCCOOK.
 AE0564'3.6 MILES SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT MCCOOK,
 AE0564'HIDALGO COUNTY, THENCE 3.2 MILES EAST ALONG A ROAD.  AT THE JUNCTION
 AE0564'OF THE LAND LEADING TO THE LA GLORIA RANCHO, 38 FEET EAST OF THE
 AE0564'CENTER LINE OF THE LAND, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 AE0564'2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AE0564'AND 1 FOOT HIGHER THAN THE ROAD.  A TEXAS GEODETIC SURVEY STANDARD
 AE0564'DISK, STAMPED P 645 1942 AND SET IN THE TOP OF A CONCRETE POST
 AE0564'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1011 ***********************************************************************
 AW1011  DESIGNATION -  P 646
 AW1011  PID         -  AW1011
 AW1011  STATE/COUNTY-  TX/HARRIS
 AW1011  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1011
 AW1011                         *CURRENT SURVEY CONTROL
 AW1011  ___________________________________________________________________
 AW1011* NAD 83(1986)-  29 32 19.     (N)    095 07 46.     (W)     SCALED    
 AW1011* NAVD 88     -         7.183  (meters)      23.57   (feet)  ADJUSTED  
 AW1011  ___________________________________________________________________
 AW1011  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1011  DYNAMIC HT  -           7.173 (meters)      23.53  (feet)  COMP
 AW1011  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 AW1011
 AW1011  VERT ORDER  -  FIRST     CLASS II
 AW1011
 AW1011.The horizontal coordinates were scaled from a topographic map and have
 AW1011.an estimated accuracy of +/- 6 seconds.
 AW1011
 AW1011.The orthometric height was determined by differential leveling
 AW1011.and adjusted by the National Geodetic Survey in June 1991..
 AW1011
 AW1011.The geoid height was determined by GEOID03.
 AW1011
 AW1011.The dynamic height is computed by dividing the NAVD 88
 AW1011.geopotential number by the normal gravity value computed on the
 AW1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1011.degrees latitude (g = 980.6199 gals.).
 AW1011
 AW1011.The modeled gravity was interpolated from observed gravity values.
 AW1011
 AW1011;                    North         East    Units  Estimated Accuracy
 AW1011;SPC TXSC     - 4,195,200.      975,050.      MT  (+/- 180 meters Scaled)
 AW1011
 AW1011                          SUPERSEDED SURVEY CONTROL
 AW1011
 AW1011  NGVD 29 (12/23/87)    7.179  (m)           23.55   (f) ADJUSTED    1 2
 AW1011
 AW1011.Superseded values are not recommended for survey control.
 AW1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1011.See file dsdata.txt to determine how the superseded data were derived.
 AW1011
 AW1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN936695(NAD 83)
 AW1011_MARKER: DB = BENCH MARK DISK
 AW1011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1011_SP_SET: HEADWALL
 AW1011_STAMPING: P 646 1942
 AW1011_MARK LOGO: CGS   
 AW1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1011+STABILITY: SURFACE MOTION
 AW1011
 AW1011  HISTORY     - Date     Condition        Report By
 AW1011  HISTORY     - 1942     MONUMENTED       CGS
 AW1011  HISTORY     - 1973     GOOD             NGS
 AW1011  HISTORY     - 1978     GOOD             NGS
 AW1011  HISTORY     - 1987     POOR             USPSQD
 AW1011  HISTORY     - 1987     GOOD             USPSQD
 AW1011  HISTORY     - 1987     GOOD             USPSQD
 AW1011  HISTORY     - 1987     GOOD             USPSQD
 AW1011  HISTORY     - 1987     GOOD             USPSQD
 AW1011  HISTORY     - 1987     GOOD             USPSQD
 AW1011  HISTORY     - 1987     POOR             USPSQD
 AW1011  HISTORY     - 1987     GOOD             USPSQD
 AW1011  HISTORY     - 1987     GOOD             NGS
 AW1011  HISTORY     - 1988     GOOD             USPSQD
 AW1011  HISTORY     - 1988     GOOD             USPSQD
 AW1011  HISTORY     - 1988     GOOD             USPSQD
 AW1011  HISTORY     - 1988     POOR             USPSQD
 AW1011  HISTORY     - 1988     GOOD             USPSQD
 AW1011  HISTORY     - 1988     GOOD             USPSQD
 AW1011  HISTORY     - 1988     GOOD             USPSQD
 AW1011  HISTORY     - 1988     GOOD             USPSQD
 AW1011  HISTORY     - 1988     POOR             USPSQD
 AW1011  HISTORY     - 1988     GOOD             USPSQD
 AW1011  HISTORY     - 1988     GOOD             USPSQD
 AW1011  HISTORY     - 1989     GOOD             USPSQD
 AW1011  HISTORY     - 1989     GOOD             USPSQD
 AW1011  HISTORY     - 1989     POOR             USPSQD
 AW1011  HISTORY     - 1989     GOOD             USPSQD
 AW1011  HISTORY     - 1989     POOR             USPSQD
 AW1011  HISTORY     - 1989     GOOD             USPSQD
 AW1011  HISTORY     - 1989     POOR             USPSQD
 AW1011  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1011  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1011  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1011  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW1011
 AW1011                          STATION DESCRIPTION
 AW1011
 AW1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1011'0.95 MI W FROM WEBSTER.
 AW1011'0.5 MILE WEST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE HIGHWAY 3
 AW1011'AT WEBSTER, THENCE 0.45 MILE NORTHWEST ALONG NORTH TEXAS AVENUE, AT
 AW1011'THE SOUTH CORNER OF THE INTERSECTION OF MEDICAL CENTER BOULEVARD, 35.0
 AW1011'FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 14.0 FEET
 AW1011'SOUTHWEST OF THE CENTER LINE OF THE AVENUE, SET IN THE TOP AND 0.6
 AW1011'FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 AW1011'CULVERT, 15.2 FEET SOUTHEAST OF A POWER POLE, AND ABOUT 0.9 FOOT ABOVE
 AW1011'THE AVENUE.
 AW1011
 AW1011                          STATION RECOVERY (1978)
 AW1011
 AW1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1987)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1011'MARK RECOVERED IN POOR CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1987)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1987)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1987)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1987)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1987)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1987)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1011'MARK RECOVERED IN POOR CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1987)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1987)
 AW1011
 AW1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1988)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1988)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1988)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1988)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1011'MARK RECOVERED IN POOR CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1988)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1988)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1988)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1988)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1988)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1011'MARK RECOVERED IN POOR CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1988)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1988)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1989)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1989)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1989)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW1011'MARK RECOVERED IN POOR CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1989)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLB)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1989)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLS)
 AW1011'MARK RECOVERED IN POOR CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1989)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1011'RECOVERED IN GOOD CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1989)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1011'MARK RECOVERED IN POOR CONDITION.
 AW1011
 AW1011                          STATION RECOVERY (1997)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1011'MARK NOT FOUND.
 AW1011
 AW1011                          STATION RECOVERY (1999)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1011'MARK NOT FOUND.
 AW1011
 AW1011                          STATION RECOVERY (2000)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1011'MARK NOT FOUND.
 AW1011
 AW1011                          STATION RECOVERY (2005)
 AW1011
 AW1011'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2553 ***********************************************************************
 AW2553  DESIGNATION -  P 648
 AW2553  PID         -  AW2553
 AW2553  STATE/COUNTY-  TX/CHAMBERS
 AW2553  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW2553
 AW2553                         *CURRENT SURVEY CONTROL
 AW2553  ___________________________________________________________________
 AW2553* NAD 83(1986)-  29 41 14.     (N)    094 29 22.     (W)     SCALED    
 AW2553* NAVD 88     -         3.26   (+/-2cm)      10.7    (feet)  VERTCON   
 AW2553  ___________________________________________________________________
 AW2553  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2553
 AW2553  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2553
 AW2553.The horizontal coordinates were scaled from a topographic map and have
 AW2553.an estimated accuracy of +/- 6 seconds.
 AW2553
 AW2553.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2553.The vertical order pertains to the NGVD 29 superseded value.
 AW2553
 AW2553.The geoid height was determined by GEOID03.
 AW2553
 AW2553;                    North         East    Units  Estimated Accuracy
 AW2553;SPC TXSC     - 4,213,880.    1,036,410.      MT  (+/- 180 meters Scaled)
 AW2553
 AW2553                          SUPERSEDED SURVEY CONTROL
 AW2553
 AW2553  NGVD 29 (??/??/92)    3.258  (m)           10.69   (f) ADJ UNCH    1 2
 AW2553
 AW2553.Superseded values are not recommended for survey control.
 AW2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2553.See file dsdata.txt to determine how the superseded data were derived.
 AW2553
 AW2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN558850(NAD 83)
 AW2553_MARKER: DB = BENCH MARK DISK
 AW2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2553_STAMPING: P 648 1942
 AW2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2553+STABILITY: SURFACE MOTION
 AW2553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2553+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 AW2553
 AW2553  HISTORY     - Date     Condition        Report By
 AW2553  HISTORY     - 1942     MONUMENTED       CGS
 AW2553  HISTORY     - 1959     GOOD             NGS
 AW2553  HISTORY     - 19961125 GOOD             USPSQD
 AW2553  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2553  HISTORY     - 20040308 GOOD             USPSQD
 AW2553  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2553
 AW2553                          STATION DESCRIPTION
 AW2553
 AW2553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2553'13.2 MI SE FROM MONROE CITY.
 AW2553'ABOUT 5.45 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POST OFFICE AT
 AW2553'MONROE CITY, THENCE ABOUT 6.65 MILES SOUTH ALONG FARM ROAD 1941,
 AW2553'THENCE ABOUT 1.1 MILES SOUTH ALONG A SHELL ROAD, 42 FEET WEST OF THE
 AW2553'CENTER LINE OF THE ROAD, ABOUT 0.5 MILE SOUTH OF A POWER LINE LEADING
 AW2553'WEST TO A FARMHOUSE, ABOUT 0.25 MILE SOUTH OF A T FENCE CORNER, 1 FOOT
 AW2553'EAST OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 AW2553'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW2553
 AW2553                          STATION RECOVERY (1996)
 AW2553
 AW2553'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2553'RECOVERED IN GOOD CONDITION.
 AW2553
 AW2553                          STATION RECOVERY (2001)
 AW2553
 AW2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2553'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2553
 AW2553                          STATION RECOVERY (2004)
 AW2553
 AW2553'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2553'GO TO N29 41 13.2 W094 29 20.9
 AW2553
 AW2553                          STATION RECOVERY (2005)
 AW2553
 AW2553'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0423 ***********************************************************************
 BL0423  DESIGNATION -  P 649
 BL0423  PID         -  BL0423
 BL0423  STATE/COUNTY-  TX/LIBERTY
 BL0423  USGS QUAD   -  DEVERS (1984)
 BL0423
 BL0423                         *CURRENT SURVEY CONTROL
 BL0423  ___________________________________________________________________
 BL0423* NAD 83(1986)-  30 01 43.     (N)    094 35 57.     (W)     SCALED    
 BL0423* NAVD 88     -        18.408  (meters)      60.39   (feet)  ADJUSTED  
 BL0423  ___________________________________________________________________
 BL0423  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0423  DYNAMIC HT  -          18.383 (meters)      60.31  (feet)  COMP
 BL0423  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 BL0423  OBS GRAVITY -     979,304.1   (mgal)                       GRAV_OBS
 BL0423
 BL0423  VERT ORDER  -  FIRST     CLASS II
 BL0423
 BL0423.The horizontal coordinates were scaled from a topographic map and have
 BL0423.an estimated accuracy of +/- 6 seconds.
 BL0423
 BL0423.The orthometric height was determined by differential leveling
 BL0423.and adjusted by the National Geodetic Survey in June 1991..
 BL0423
 BL0423.The geoid height was determined by GEOID03.
 BL0423
 BL0423.The dynamic height is computed by dividing the NAVD 88
 BL0423.geopotential number by the normal gravity value computed on the
 BL0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0423.degrees latitude (g = 980.6199 gals.).
 BL0423
 BL0423.The modeled gravity was interpolated from observed gravity values.
 BL0423.The observed gravity was obtained from relative gravimeter ties
 BL0423.to the IGSN71 gravity network.
 BL0423
 BL0423;                    North         East    Units  Estimated Accuracy
 BL0423;SPC TX C     - 3,054,380.    1,252,880.      MT  (+/- 180 meters Scaled)
 BL0423
 BL0423                          SUPERSEDED SURVEY CONTROL
 BL0423
 BL0423  NGVD 29 (12/23/87)   18.413  (m)           60.41   (f) ADJUSTED    1 2
 BL0423
 BL0423.Superseded values are not recommended for survey control.
 BL0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0423.See file dsdata.txt to determine how the superseded data were derived.
 BL0423
 BL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP457230(NAD 83)
 BL0423_MARKER: DB = BENCH MARK DISK
 BL0423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0423_SP_SET: CULVERT HEADWALL
 BL0423_STAMPING: P 649 1942
 BL0423_MARK LOGO: CGS   
 BL0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0423+STABILITY: SURFACE MOTION
 BL0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0423+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 BL0423
 BL0423  HISTORY     - Date     Condition        Report By
 BL0423  HISTORY     - 1942     MONUMENTED       CGS
 BL0423  HISTORY     - 1972     GOOD             NGS
 BL0423  HISTORY     - 1987     GOOD             NGS
 BL0423  HISTORY     - 19880312 GOOD             USPSQD
 BL0423  HISTORY     - 19950817 GOOD             USPSQD
 BL0423  HISTORY     - 20040221 GOOD             USPSQD
 BL0423
 BL0423                          STATION DESCRIPTION
 BL0423
 BL0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0423'0.55 MI W FROM DEVERS.
 BL0423'ABOUT 0.55 MILE WEST ALONG US HIGHWAY 90 FROM THE SCHOOL THENCE IN THE
 BL0423'NORTHEAST CORNER OF THE TRIANGLE FORMED BY THE JUNCTION OF STATE
 BL0423'HIGHWAY 61 LEADING SOUTH, SET IN THE TOP OF THE CENTER OF THE
 BL0423'NORTHWEST HEADWALL TO A 4-FOOT CONCRETE BOX CULVERT UNDER THE EAST LEG
 BL0423'OF STATE HIGHWAY 61, 53.5 FEET SOUTH OF THE CENTER LINE OF US HIGHWAY
 BL0423'90, 23 FEET NORTHWEST OF THE CENTER LINE OF THE EAST LEG OF STATE
 BL0423'HIGHWAY 61 AND ABOUT LEVEL WITH US HIGHWAY 90.
 BL0423
 BL0423                          STATION RECOVERY (1987)
 BL0423
 BL0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0423'RECOVERED IN GOOD CONDITION.
 BL0423
 BL0423                          STATION RECOVERY (1988)
 BL0423
 BL0423'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0423'RECOVERED IN GOOD CONDITION.
 BL0423
 BL0423                          STATION RECOVERY (1995)
 BL0423
 BL0423'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0423'RECOVERED IN GOOD CONDITION.
 BL0423
 BL0423                          STATION RECOVERY (2004)
 BL0423
 BL0423'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0593 ***********************************************************************
 BZ0593  DESIGNATION -  P 65 RESET 1948
 BZ0593  PID         -  BZ0593
 BZ0593  STATE/COUNTY-  TX/LIMESTONE
 BZ0593  USGS QUAD   -  COOLIDGE (1978)
 BZ0593
 BZ0593                         *CURRENT SURVEY CONTROL
 BZ0593  ___________________________________________________________________
 BZ0593* NAD 83(1986)-  31 47 49.     (N)    096 42 30.     (W)     SCALED    
 BZ0593* NAVD 88     -       152.28   (+/-2cm)     499.6    (feet)  VERTCON   
 BZ0593  ___________________________________________________________________
 BZ0593  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BZ0593
 BZ0593  VERT ORDER  -  FIRST     CLASS II (See Below)
 BZ0593
 BZ0593.The horizontal coordinates were scaled from a topographic map and have
 BZ0593.an estimated accuracy of +/- 6 seconds.
 BZ0593
 BZ0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0593.The vertical order pertains to the NGVD 29 superseded value.
 BZ0593
 BZ0593.The geoid height was determined by GEOID03.
 BZ0593
 BZ0593;                    North         East    Units  Estimated Accuracy
 BZ0593;SPC TX C     - 3,241,750.    1,043,220.      MT  (+/- 180 meters Scaled)
 BZ0593
 BZ0593                          SUPERSEDED SURVEY CONTROL
 BZ0593
 BZ0593  NGVD 29 (??/??/92)  152.221  (m)          499.41   (f) ADJ UNCH    1 2
 BZ0593
 BZ0593.Superseded values are not recommended for survey control.
 BZ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0593.See file dsdata.txt to determine how the superseded data were derived.
 BZ0593
 BZ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA169202(NAD 83)
 BZ0593_MARKER: DB = BENCH MARK DISK
 BZ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0593_STAMPING: P 65 RESET 1948
 BZ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0593+STABILITY: SURFACE MOTION
 BZ0593
 BZ0593  HISTORY     - Date     Condition        Report By
 BZ0593  HISTORY     - 1948     MONUMENTED       CGS
 BZ0593  HISTORY     - 1965     GOOD             USGS
 BZ0593  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0593  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0593  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0593
 BZ0593                          STATION DESCRIPTION
 BZ0593
 BZ0593'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BZ0593'4.7 MI NW FROM COOLIDGE.
 BZ0593'4.75 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM OLD BURLINGTON-ROCK
 BZ0593'ISLAND RAILROAD STATION AT COOLIDGE, AT MUNGER COMMUNITY, AT A
 BZ0593'JUNCTION WITH A SIDE ROAD LEADING NORTH TO OLD ABANDONED SCHOOL
 BZ0593'BUILDING.  66 FT. NORTH OF CENTERLINE OF HIGHWAY, 17 FEET EAST OF THE
 BZ0593'CENTER LINE OF SIDE ROAD, 212 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 BZ0593'OLD SCHOOL BLG. 2.0 FEET SOUTH OF WITNESS POST, SET IN TOP OF A
 BZ0593'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE GROUND.
 BZ0593
 BZ0593                          STATION RECOVERY (1980)
 BZ0593
 BZ0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0593'MARK NOT FOUND.
 BZ0593
 BZ0593                          STATION RECOVERY (1995)
 BZ0593
 BZ0593'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0593'MARK NOT FOUND.
 BZ0593
 BZ0593                          STATION RECOVERY (2002)
 BZ0593
 BZ0593'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 BZ0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1463 ***********************************************************************
 AY1463  DESIGNATION -  P 651
 AY1463  PID         -  AY1463
 AY1463  STATE/COUNTY-  TX/UVALDE
 AY1463  USGS QUAD   -  UTOPIA (1969)
 AY1463
 AY1463                         *CURRENT SURVEY CONTROL
 AY1463  ___________________________________________________________________
 AY1463* NAD 83(1986)-  29 35 57.     (N)    099 33 59.     (W)     SCALED    
 AY1463* NAVD 88     -       433.260  (meters)    1421.45   (feet)  ADJUSTED  
 AY1463  ___________________________________________________________________
 AY1463  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AY1463  DYNAMIC HT  -         432.622 (meters)    1419.36  (feet)  COMP
 AY1463  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 AY1463
 AY1463  VERT ORDER  -  SECOND    CLASS 0
 AY1463
 AY1463.The horizontal coordinates were scaled from a topographic map and have
 AY1463.an estimated accuracy of +/- 6 seconds.
 AY1463
 AY1463.The orthometric height was determined by differential leveling
 AY1463.and adjusted by the National Geodetic Survey in June 1991..
 AY1463
 AY1463.The geoid height was determined by GEOID03.
 AY1463
 AY1463.The dynamic height is computed by dividing the NAVD 88
 AY1463.geopotential number by the normal gravity value computed on the
 AY1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1463.degrees latitude (g = 980.6199 gals.).
 AY1463
 AY1463.The modeled gravity was interpolated from observed gravity values.
 AY1463
 AY1463;                    North         East    Units  Estimated Accuracy
 AY1463;SPC TXSC     - 4,195,830.      545,140.      MT  (+/- 180 meters Scaled)
 AY1463
 AY1463                          SUPERSEDED SURVEY CONTROL
 AY1463
 AY1463  NGVD 29 (??/??/92)  433.166  (m)         1421.15   (f) ADJ UNCH    2 0
 AY1463
 AY1463.Superseded values are not recommended for survey control.
 AY1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1463.See file dsdata.txt to determine how the superseded data were derived.
 AY1463
 AY1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT451745(NAD 83)
 AY1463_MARKER: DB = BENCH MARK DISK
 AY1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1463_STAMPING: P 651 1953
 AY1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1463+STABILITY: SURFACE MOTION
 AY1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1463+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1463
 AY1463  HISTORY     - Date     Condition        Report By
 AY1463  HISTORY     - 1953     MONUMENTED       CGS
 AY1463  HISTORY     - 20050302 GOOD             USPSQD
 AY1463
 AY1463                          STATION DESCRIPTION
 AY1463
 AY1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1463'3.0 MI W FROM UTOPIA.
 AY1463'0.2 MILE SOUTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1463'THENCE 2.8 MILES WEST ALONG FARM ROAD 1050, 107 YARDS WEST OF THE
 AY1463'SOUTH END OF A 36 INCH PIPE CULVERT, 72 FEET WEST OF THE CENTER LINE
 AY1463'OF A PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE, 48 FEET SOUTH OF THE
 AY1463'CENTER LINE OF THE FARM ROAD, 2 FEET NORTH OF A FENCE, 2.2 FEET WEST
 AY1463'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1463'0.5 FOOT ABOVE THE GROUND.
 AY1463
 AY1463                          STATION RECOVERY (2005)
 AY1463
 AY1463'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0219 ***********************************************************************
 AE0219  DESIGNATION -  P 652
 AE0219  PID         -  AE0219
 AE0219  STATE/COUNTY-  TX/HIDALGO
 AE0219  USGS QUAD   -  LINN (1982)
 AE0219
 AE0219                         *CURRENT SURVEY CONTROL
 AE0219  ___________________________________________________________________
 AE0219* NAD 83(1986)-  26 33 45.     (N)    098 01 17.     (W)     SCALED    
 AE0219* NAVD 88     -        17.030  (meters)      55.87   (feet)  ADJUSTED  
 AE0219  ___________________________________________________________________
 AE0219  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0219  DYNAMIC HT  -          17.002 (meters)      55.78  (feet)  COMP
 AE0219  MODELED GRAV-     979,042.7   (mgal)                       NAVD 88
 AE0219
 AE0219  VERT ORDER  -  SECOND    CLASS 0
 AE0219
 AE0219.The horizontal coordinates were scaled from a topographic map and have
 AE0219.an estimated accuracy of +/- 6 seconds.
 AE0219
 AE0219.The orthometric height was determined by differential leveling
 AE0219.and adjusted by the National Geodetic Survey in June 1991..
 AE0219
 AE0219.The geoid height was determined by GEOID03.
 AE0219
 AE0219.The dynamic height is computed by dividing the NAVD 88
 AE0219.geopotential number by the normal gravity value computed on the
 AE0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0219.degrees latitude (g = 980.6199 gals.).
 AE0219
 AE0219.The modeled gravity was interpolated from observed gravity values.
 AE0219
 AE0219;                    North         East    Units  Estimated Accuracy
 AE0219;SPC TX S     - 5,099,340.      347,680.      MT  (+/- 180 meters Scaled)
 AE0219
 AE0219                          SUPERSEDED SURVEY CONTROL
 AE0219
 AE0219  NGVD 29 (??/??/92)   17.14   (m)           56.2    (f) COMPUTED    2 0
 AE0219
 AE0219.Superseded values are not recommended for survey control.
 AE0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0219.See file dsdata.txt to determine how the superseded data were derived.
 AE0219
 AE0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ974383(NAD 83)
 AE0219_MARKER: DB = BENCH MARK DISK
 AE0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0219_STAMPING: P 652 1942
 AE0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0219+STABILITY: SURFACE MOTION
 AE0219
 AE0219  HISTORY     - Date     Condition        Report By
 AE0219  HISTORY     - 1942     MONUMENTED       CGS
 AE0219  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0219
 AE0219                          STATION DESCRIPTION
 AE0219
 AE0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0219'6.5 MI E FROM SAN MANUEL.
 AE0219'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 6.5 MILES
 AE0219'EASTERLY ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0219'ALONG A NORTH-SOUTH JOG IN THE ROAD, ABOUT 0.1 MILE NORTH OF WHERE
 AE0219'ROAD TURNS WEST, 25.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0219'CENTERLINE OF THE ROAD, 1.5 FOOT EAST OF A NORTH-SOUTH FENCE ALONG A
 AE0219'CULTIVATED FIELD, AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.
 AE0219'MONUMENT PROJECTS 0.5 FOOT.
 AE0219
 AE0219                          STATION RECOVERY (1962)
 AE0219
 AE0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0454 ***********************************************************************
 AE0454  DESIGNATION -  P 653
 AE0454  PID         -  AE0454
 AE0454  STATE/COUNTY-  TX/HIDALGO
 AE0454  USGS QUAD   -  HARGILL (1963)
 AE0454
 AE0454                         *CURRENT SURVEY CONTROL
 AE0454  ___________________________________________________________________
 AE0454* NAD 83(1986)-  26 29 55.     (N)    098 02 46.     (W)     SCALED    
 AE0454* NAVD 88     -        20.468  (meters)      67.15   (feet)  ADJUSTED  
 AE0454  ___________________________________________________________________
 AE0454  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0454  DYNAMIC HT  -          20.435 (meters)      67.04  (feet)  COMP
 AE0454  MODELED GRAV-     979,035.6   (mgal)                       NAVD 88
 AE0454
 AE0454  VERT ORDER  -  SECOND    CLASS 0
 AE0454
 AE0454.The horizontal coordinates were scaled from a topographic map and have
 AE0454.an estimated accuracy of +/- 6 seconds.
 AE0454
 AE0454.The orthometric height was determined by differential leveling
 AE0454.and adjusted by the National Geodetic Survey in June 1991..
 AE0454
 AE0454.The geoid height was determined by GEOID03.
 AE0454
 AE0454.The dynamic height is computed by dividing the NAVD 88
 AE0454.geopotential number by the normal gravity value computed on the
 AE0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0454.degrees latitude (g = 980.6199 gals.).
 AE0454
 AE0454.The modeled gravity was interpolated from observed gravity values.
 AE0454
 AE0454;                    North         East    Units  Estimated Accuracy
 AE0454;SPC TX S     - 5,092,260.      345,250.      MT  (+/- 180 meters Scaled)
 AE0454
 AE0454                          SUPERSEDED SURVEY CONTROL
 AE0454
 AE0454  NGVD 29 (??/??/92)   20.563  (m)           67.46   (f) ADJ UNCH    2 0
 AE0454
 AE0454.Superseded values are not recommended for survey control.
 AE0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0454.See file dsdata.txt to determine how the superseded data were derived.
 AE0454
 AE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ950312(NAD 83)
 AE0454_MARKER: DB = BENCH MARK DISK
 AE0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0454_STAMPING: P 653 1942
 AE0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0454+STABILITY: SURFACE MOTION
 AE0454
 AE0454  HISTORY     - Date     Condition        Report By
 AE0454  HISTORY     - 1942     MONUMENTED       CGS
 AE0454  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0454
 AE0454                          STATION DESCRIPTION
 AE0454
 AE0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0454'9.7 MI SE FROM SAN MANUEL.
 AE0454'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 4.2 MILES
 AE0454'SOUTHERLY ALONG U.S. HIGHWAY NO. 281, THENCE GO 5.5 MILES EASTERLY
 AE0454'ALONG RED GATE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 350.0
 AE0454'FEET EAST OF WHERE STATE HIGHWAY NO. 186 CURVES TO THE NORTHWEST,
 AE0454'ABOUT 0.1 MILE WEST OF SMALL FRAME FARM HOUSE, 54.0 FEET SOUTH OF AND
 AE0454'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, 1.5 FEET NORTH
 AE0454'OF HIGHWAY FENCE, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.
 AE0454'MONUMENT PROJECTS 0.2 FOOT.
 AE0454
 AE0454                          STATION RECOVERY (1962)
 AE0454
 AE0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0418 ***********************************************************************
 AE0418  DESIGNATION -  P 654
 AE0418  PID         -  AE0418
 AE0418  STATE/COUNTY-  TX/HIDALGO
 AE0418  USGS QUAD   -  HARGILL (1963)
 AE0418
 AE0418                         *CURRENT SURVEY CONTROL
 AE0418  ___________________________________________________________________
 AE0418* NAD 83(1986)-  26 25 16.     (N)    098 01 01.     (W)     SCALED    
 AE0418* NAVD 88     -        20.386  (meters)      66.88   (feet)  ADJUSTED  
 AE0418  ___________________________________________________________________
 AE0418  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AE0418  DYNAMIC HT  -          20.353 (meters)      66.77  (feet)  COMP
 AE0418  MODELED GRAV-     979,034.0   (mgal)                       NAVD 88
 AE0418
 AE0418  VERT ORDER  -  SECOND    CLASS 0
 AE0418
 AE0418.The horizontal coordinates were scaled from a topographic map and have
 AE0418.an estimated accuracy of +/- 6 seconds.
 AE0418
 AE0418.The orthometric height was determined by differential leveling
 AE0418.and adjusted by the National Geodetic Survey in June 1991..
 AE0418
 AE0418.The geoid height was determined by GEOID03.
 AE0418
 AE0418.The dynamic height is computed by dividing the NAVD 88
 AE0418.geopotential number by the normal gravity value computed on the
 AE0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0418.degrees latitude (g = 980.6199 gals.).
 AE0418
 AE0418.The modeled gravity was interpolated from observed gravity values.
 AE0418
 AE0418;                    North         East    Units  Estimated Accuracy
 AE0418;SPC TX S     - 5,083,680.      348,190.      MT  (+/- 180 meters Scaled)
 AE0418
 AE0418                          SUPERSEDED SURVEY CONTROL
 AE0418
 AE0418  NGVD 29 (??/??/92)   20.485  (m)           67.21   (f) ADJ UNCH    2 0
 AE0418
 AE0418.Superseded values are not recommended for survey control.
 AE0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0418.See file dsdata.txt to determine how the superseded data were derived.
 AE0418
 AE0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ980226(NAD 83)
 AE0418_MARKER: DB = BENCH MARK DISK
 AE0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0418_STAMPING: P 654 1942
 AE0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0418+STABILITY: SURFACE MOTION
 AE0418
 AE0418  HISTORY     - Date     Condition        Report By
 AE0418  HISTORY     - 1942     MONUMENTED       CGS
 AE0418
 AE0418                          STATION DESCRIPTION
 AE0418
 AE0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0418'1.5 MI S FROM HARGILL.
 AE0418'TO REACH FROM THE POST OFFICE AT HARGILL.  PROCEED 1.5 MILES SOUTHERLY
 AE0418'ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AE0418'NORTHWEST CORNER OF A FARM HOUSE YARD AT THE INTERSECTION OF TWO
 AE0418'GRADED DIRT ROADS, 55.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AE0418'HOUSE, 39.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0418'CENTERLINE OF NORTH-SOUTH ROAD, 34 FEET SOUTH OF CENTERLINE OF
 AE0418'EAST-WEST ROAD, 1.0 FOOT EAST OF YARD FENCE, AND 3.0 FEET SOUTH OF A
 AE0418'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0472 ***********************************************************************
 AE0472  DESIGNATION -  P 656
 AE0472  PID         -  AE0472
 AE0472  STATE/COUNTY-  TX/HIDALGO
 AE0472  USGS QUAD   -  FAYSVILLE (1963)
 AE0472
 AE0472                         *CURRENT SURVEY CONTROL
 AE0472  ___________________________________________________________________
 AE0472* NAD 83(1986)-  26 24 11.     (N)    098 08 21.     (W)     SCALED    
 AE0472* NAVD 88     -        24.010  (meters)      78.77   (feet)  ADJUSTED  
 AE0472  ___________________________________________________________________
 AE0472  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0472  DYNAMIC HT  -          23.971 (meters)      78.64  (feet)  COMP
 AE0472  MODELED GRAV-     979,026.0   (mgal)                       NAVD 88
 AE0472
 AE0472  VERT ORDER  -  SECOND    CLASS 0
 AE0472
 AE0472.The horizontal coordinates were scaled from a topographic map and have
 AE0472.an estimated accuracy of +/- 6 seconds.
 AE0472
 AE0472.The orthometric height was determined by differential leveling
 AE0472.and adjusted by the National Geodetic Survey in June 1991..
 AE0472
 AE0472.The geoid height was determined by GEOID03.
 AE0472
 AE0472.The dynamic height is computed by dividing the NAVD 88
 AE0472.geopotential number by the normal gravity value computed on the
 AE0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0472.degrees latitude (g = 980.6199 gals.).
 AE0472
 AE0472.The modeled gravity was interpolated from observed gravity values.
 AE0472
 AE0472;                    North         East    Units  Estimated Accuracy
 AE0472;SPC TX S     - 5,081,640.      336,000.      MT  (+/- 180 meters Scaled)
 AE0472
 AE0472                          SUPERSEDED SURVEY CONTROL
 AE0472
 AE0472  NGVD 29 (??/??/92)   24.121  (m)           79.14   (f) ADJ UNCH    2 0
 AE0472
 AE0472.Superseded values are not recommended for survey control.
 AE0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0472.See file dsdata.txt to determine how the superseded data were derived.
 AE0472
 AE0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ858206(NAD 83)
 AE0472_MARKER: DB = BENCH MARK DISK
 AE0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0472_SP_SET: CULVERT
 AE0472_STAMPING: P 656 1942
 AE0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0472
 AE0472  HISTORY     - Date     Condition        Report By
 AE0472  HISTORY     - 1942     MONUMENTED       CGS
 AE0472  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0472
 AE0472                          STATION DESCRIPTION
 AE0472
 AE0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0472'7.3 MI N FROM EDINBURG.
 AE0472'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0472'7.3 MILES ALONG U. S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH MARK.
 AE0472'BENCH MARK IS IN EAST HEAD WALL OF A CONCRETE ROAD CULVERT AND ABOUT
 AE0472'0.2 MILE SOUTH OF R.R. TRACK AT FAYSVILLE.
 AE0472
 AE0472                          STATION RECOVERY (1962)
 AE0472
 AE0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0721 ***********************************************************************
 AB0721  DESIGNATION -  P 657
 AB0721  PID         -  AB0721
 AB0721  STATE/COUNTY-  TX/CAMERON
 AB0721  USGS QUAD   -  EDCOUCH (1980)
 AB0721
 AB0721                         *CURRENT SURVEY CONTROL
 AB0721  ___________________________________________________________________
 AB0721* NAD 83(1986)-  26 17 52.     (N)    097 55 47.     (W)     SCALED    
 AB0721* NAVD 88     -        18.076  (meters)      59.30   (feet)  ADJUSTED  
 AB0721  ___________________________________________________________________
 AB0721  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AB0721  DYNAMIC HT  -          18.046 (meters)      59.21  (feet)  COMP
 AB0721  MODELED GRAV-     979,028.4   (mgal)                       NAVD 88
 AB0721
 AB0721  VERT ORDER  -  SECOND    CLASS 0
 AB0721
 AB0721.The horizontal coordinates were scaled from a topographic map and have
 AB0721.an estimated accuracy of +/- 6 seconds.
 AB0721
 AB0721.The orthometric height was determined by differential leveling
 AB0721.and adjusted by the National Geodetic Survey in June 1991..
 AB0721
 AB0721.The geoid height was determined by GEOID03.
 AB0721
 AB0721.The dynamic height is computed by dividing the NAVD 88
 AB0721.geopotential number by the normal gravity value computed on the
 AB0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0721.degrees latitude (g = 980.6199 gals.).
 AB0721
 AB0721.The modeled gravity was interpolated from observed gravity values.
 AB0721
 AB0721;                    North         East    Units  Estimated Accuracy
 AB0721;SPC TX S     - 5,070,050.      356,950.      MT  (+/- 180 meters Scaled)
 AB0721
 AB0721                          SUPERSEDED SURVEY CONTROL
 AB0721
 AB0721  NGVD 29 (??/??/92)   18.185  (m)           59.66   (f) ADJ UNCH    2 0
 AB0721
 AB0721.Superseded values are not recommended for survey control.
 AB0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0721.See file dsdata.txt to determine how the superseded data were derived.
 AB0721
 AB0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ068091(NAD 83)
 AB0721_MARKER: DB = BENCH MARK DISK
 AB0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0721_SP_SET: BUILDING WINDOW
 AB0721_STAMPING: P 657 1942
 AB0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0721
 AB0721  HISTORY     - Date     Condition        Report By
 AB0721  HISTORY     - 1942     MONUMENTED       CGS
 AB0721  HISTORY     - 1942     GOOD             NGS
 AB0721  HISTORY     - 20040219 MARK NOT FOUND   GEOCAC
 AB0721  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 AB0721
 AB0721                          STATION DESCRIPTION
 AB0721
 AB0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0721'IN LA VILLA.
 AB0721'BENCH MARK IS SET HORIZONTALLY IN THE NORTH FACE OF THE BAY WINDOW OF
 AB0721'THE SOUTHERN PACIFIC RAILROAD STATION AT LA VILLA.  IT IS 25.0 FEET
 AB0721'SOUTH OF AND ABOUT 1.5 FOOT ABOVE THE CENTERLINE OF THE TRACK, IN THE
 AB0721'CENTER OF THE BAY WINDOW 2.3 FEET BELOW THE WINDOW SILL, 1.2 FOOT
 AB0721'ABOVE THE GROUND.
 AB0721
 AB0721                          STATION RECOVERY (2004)
 AB0721
 AB0721'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0721'RAILROAD ABANDONED.  NO TRACKS, STATION OR FOUNDATION.
 AB0721
 AB0721                          STATION RECOVERY (2004)
 AB0721
 AB0721'RECOVERY NOTE BY US POWER SQUADRON 2004 (ML)
 AB0721'COULD NOT FIND RAILROAD STATION. RAILROAD TRACK AND BED HAVE BEEN
 AB0721'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0722 ***********************************************************************
 AB0722  DESIGNATION -  P 657 RESET 1957
 AB0722  PID         -  AB0722
 AB0722  STATE/COUNTY-  TX/HIDALGO
 AB0722  USGS QUAD   -  EDCOUCH (1980)
 AB0722
 AB0722                         *CURRENT SURVEY CONTROL
 AB0722  ___________________________________________________________________
 AB0722* NAD 83(1986)-  26 17 52.     (N)    097 55 47.     (W)     SCALED    
 AB0722* NAVD 88     -        17.14   (meters)      56.2    (feet)  RESET     
 AB0722  ___________________________________________________________________
 AB0722  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AB0722
 AB0722  VERT ORDER  -  THIRD
 AB0722
 AB0722.The horizontal coordinates were scaled from a topographic map and have
 AB0722.an estimated accuracy of +/- 6 seconds.
 AB0722
 AB0722.The orthometric height was computed from unverified reset data.
 AB0722
 AB0722.The geoid height was determined by GEOID03.
 AB0722
 AB0722;                    North         East    Units  Estimated Accuracy
 AB0722;SPC TX S     - 5,070,050.      356,950.      MT  (+/- 180 meters Scaled)
 AB0722
 AB0722                          SUPERSEDED SURVEY CONTROL
 AB0722
 AB0722.No superseded survey control is available for this station.
 AB0722
 AB0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ068091(NAD 83)
 AB0722_MARKER: DB = BENCH MARK DISK
 AB0722_SETTING: 0 = UNSPECIFIED SETTING
 AB0722_STAMPING: P 657 RESET 1957
 AB0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0722
 AB0722  HISTORY     - Date     Condition        Report By
 AB0722  HISTORY     - 1957     MONUMENTED
 AB0722
 AB0722                          STATION DESCRIPTION
 AB0722
 AB0722'DESCRIBED 1957
 AB0722'IN LA VILLA.
 AB0722'AT LA VILLA, APPROXIMATELY 2275 FEET WEST OF RAILROAD MILEPOST 158
 AB0722'WHICH IS 287 FEET WEST OF THE CENTERLINE OF F.M. HIGHWAY 491 (JILL
 AB0722'AVENUE IN LA VILLA) 40 FEET NORTH OF THE CENTERLINE OF THE TEXAS AND
 AB0722'NEW ORLEANS RAILROAD COMPANY MAIN TRACK, ABOUT 1.5 FEET LOWER THAN THE
 AB0722'TRACK AND ABOUT 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0373 ***********************************************************************
 BZ0373  DESIGNATION -  P 66
 BZ0373  PID         -  BZ0373
 BZ0373  STATE/COUNTY-  TX/LEON
 BZ0373  USGS QUAD   -  JEWETT (1982)
 BZ0373
 BZ0373                         *CURRENT SURVEY CONTROL
 BZ0373  ___________________________________________________________________
 BZ0373* NAD 83(1986)-  31 21 40.     (N)    096 08 42.     (W)     SCALED    
 BZ0373* NAVD 88     -       151.151  (meters)     495.90   (feet)  ADJUSTED  
 BZ0373  ___________________________________________________________________
 BZ0373  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BZ0373  DYNAMIC HT  -         150.964 (meters)     495.29  (feet)  COMP
 BZ0373  MODELED GRAV-     979,398.3   (mgal)                       NAVD 88
 BZ0373
 BZ0373  VERT ORDER  -  FIRST     CLASS II
 BZ0373
 BZ0373.The horizontal coordinates were scaled from a topographic map and have
 BZ0373.an estimated accuracy of +/- 6 seconds.
 BZ0373
 BZ0373.The orthometric height was determined by differential leveling
 BZ0373.and adjusted by the National Geodetic Survey in June 1991..
 BZ0373.WARNING-Repeat measurements at this control monument indicate possible
 BZ0373.vertical movement.
 BZ0373
 BZ0373.The geoid height was determined by GEOID03.
 BZ0373
 BZ0373.The dynamic height is computed by dividing the NAVD 88
 BZ0373.geopotential number by the normal gravity value computed on the
 BZ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0373.degrees latitude (g = 980.6199 gals.).
 BZ0373
 BZ0373.The modeled gravity was interpolated from observed gravity values.
 BZ0373
 BZ0373;                    North         East    Units  Estimated Accuracy
 BZ0373;SPC TX C     - 3,195,340.    1,098,360.      MT  (+/- 180 meters Scaled)
 BZ0373
 BZ0373                          SUPERSEDED SURVEY CONTROL
 BZ0373
 BZ0373  NGVD 29 (??/??/92)  151.133  (m)          495.84   (f) ADJ UNCH    1 2
 BZ0373
 BZ0373.Superseded values are not recommended for survey control.
 BZ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0373.See file dsdata.txt to determine how the superseded data were derived.
 BZ0373
 BZ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV715731(NAD 83)
 BZ0373_MARKER: DB = BENCH MARK DISK
 BZ0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0373_SP_SET: WALL
 BZ0373_STAMPING: P 66 1929
 BZ0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0373
 BZ0373  HISTORY     - Date     Condition        Report By
 BZ0373  HISTORY     - 1929     MONUMENTED       CGS
 BZ0373  HISTORY     - 1965     GOOD             USGS
 BZ0373  HISTORY     - 1980     GOOD             NGS
 BZ0373
 BZ0373                          STATION DESCRIPTION
 BZ0373
 BZ0373'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BZ0373'IN JEWETT.
 BZ0373'AT JEWETT, ONE BLOCK EAST OF THE SOUTHWESTERN TELEPHONE CO. BLDG., IN
 BZ0373'THE EAST WALL OF A TWO STORY BRICK BLDG. ADJACENT TO HWY. 79, 2 FEET
 BZ0373'NORTH OF THE SOUTHEAST CORNER OF THE BLDG., 2.4 FEET ABOVE THE SIDE
 BZ0373'WALK, SET VERTICAL.
 BZ0373
 BZ0373                          STATION RECOVERY (1980)
 BZ0373
 BZ0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1505 ***********************************************************************
 AW1505  DESIGNATION -  P 660
 AW1505  PID         -  AW1505
 AW1505  STATE/COUNTY-  TX/CHAMBERS
 AW1505  USGS QUAD   -  UMBRELLA POINT (1994)
 AW1505
 AW1505                         *CURRENT SURVEY CONTROL
 AW1505  ___________________________________________________________________
 AW1505* NAD 83(1986)-  29 40 35.     (N)    094 52 21.     (W)     SCALED    
 AW1505* NAVD 88     -         5.99   (+/-2cm)      19.7    (feet)  VERTCON   
 AW1505  ___________________________________________________________________
 AW1505  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1505  OBS GRAVITY -     979,282.0   (mgal)                       GRAV_OBS
 AW1505
 AW1505  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1505
 AW1505.The horizontal coordinates were scaled from a topographic map and have
 AW1505.an estimated accuracy of +/- 6 seconds.
 AW1505
 AW1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1505.The vertical order pertains to the NGVD 29 superseded value.
 AW1505
 AW1505.The geoid height was determined by GEOID03.
 AW1505.The observed gravity was obtained from relative gravimeter ties
 AW1505.to the IGSN71 gravity network.
 AW1505
 AW1505;                    North         East    Units  Estimated Accuracy
 AW1505;SPC TXSC     - 4,211,310.      999,400.      MT  (+/- 180 meters Scaled)
 AW1505
 AW1505                          SUPERSEDED SURVEY CONTROL
 AW1505
 AW1505  NGVD 29 (??/??/92)    5.992  (m)           19.66   (f) ADJ UNCH    1 2
 AW1505
 AW1505.Superseded values are not recommended for survey control.
 AW1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1505.See file dsdata.txt to determine how the superseded data were derived.
 AW1505
 AW1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN188843(NAD 83)
 AW1505_MARKER: DB = BENCH MARK DISK
 AW1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1505_STAMPING: P 660 1942
 AW1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1505+STABILITY: SURFACE MOTION
 AW1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1505+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW1505
 AW1505  HISTORY     - Date     Condition        Report By
 AW1505  HISTORY     - 1942     MONUMENTED       CGS
 AW1505  HISTORY     - 1973     GOOD             NGS
 AW1505  HISTORY     - 1978     GOOD             NGS
 AW1505  HISTORY     - 1989     GOOD             USPSQD
 AW1505  HISTORY     - 1990     GOOD             USPSQD
 AW1505  HISTORY     - 20010331 GOOD             NGS
 AW1505  HISTORY     - 20040204 GOOD             USPSQD
 AW1505  HISTORY     - 20050206 GOOD             USPSQD
 AW1505
 AW1505                          STATION DESCRIPTION
 AW1505
 AW1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1505'9.15 MI SE FROM BAYTOWN.
 AW1505'ABOUT 1 BLOCK SOUTH ALONG N. GAILLARD ST. FROM THE POST OFFICE AT
 AW1505'BAYTOWN THENCE 1.05 MILES EAST ALONG EAST TEXAS AVE., THENCE 4.95
 AW1505'MILES SOUTHEAST ALONG TRI-CITY BEACH ROAD, THENCE 3.15 MILES NORTHEAST
 AW1505'ALONG F.M. 2354, ABOUT 0.15 MILE SOUTHWEST OF AN EXXON SERVICE STATION
 AW1505'AND STORE, 69 FEET SOUTHEAST OF THE CENTER LINE OF FARM ROAD 2354, 13
 AW1505'FEET NORTHEAST OF THE CENTER LINE OF J. F. ELDER DRIVE, 10 1/2 FEET
 AW1505'SOUTHWEST OF THE CENTER LINE OF THE J. RANDOLPH JONES DRIVE, IN A
 AW1505'SMALL CLUMP OF TREES, 1.9 FEET NORTHWEST OF A CHAIN LINK FENCE, 3.4
 AW1505'FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 AW1505'CONCRETE POST PROJECTING 4 INCHES.
 AW1505
 AW1505                          STATION RECOVERY (1978)
 AW1505
 AW1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1505'NOTE=CHANGE THE J.F. ELDER AND J.R. JONES DRIVE TO DRIVEWAY.
 AW1505
 AW1505                          STATION RECOVERY (1989)
 AW1505
 AW1505'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1505'RECOVERED IN GOOD CONDITION.
 AW1505
 AW1505                          STATION RECOVERY (1990)
 AW1505
 AW1505'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW1505'RECOVERED IN GOOD CONDITION.
 AW1505
 AW1505                          STATION RECOVERY (2001)
 AW1505
 AW1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1505'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1505
 AW1505                          STATION RECOVERY (2004)
 AW1505
 AW1505'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1505'RECOVERED IN GOOD CONDITION.
 AW1505
 AW1505                          STATION RECOVERY (2005)
 AW1505
 AW1505'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1203 ***********************************************************************
 BL1203  DESIGNATION -  P 661
 BL1203  PID         -  BL1203
 BL1203  STATE/COUNTY-  TX/LIBERTY
 BL1203  USGS QUAD   -  HUFFMAN (1980)
 BL1203
 BL1203                         *CURRENT SURVEY CONTROL
 BL1203  ___________________________________________________________________
 BL1203* NAD 83(1986)-  30 03 19.     (N)    095 00 34.     (W)     SCALED    
 BL1203* NAVD 88     -        23.70   (+/-2cm)      77.8    (feet)  VERTCON   
 BL1203  ___________________________________________________________________
 BL1203  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL1203
 BL1203  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1203
 BL1203.The horizontal coordinates were scaled from a topographic map and have
 BL1203.an estimated accuracy of +/- 6 seconds.
 BL1203
 BL1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1203.The vertical order pertains to the NGVD 29 superseded value.
 BL1203
 BL1203.The geoid height was determined by GEOID03.
 BL1203
 BL1203;                    North         East    Units  Estimated Accuracy
 BL1203;SPC TX C     - 3,055,360.    1,213,210.      MT  (+/- 180 meters Scaled)
 BL1203
 BL1203                          SUPERSEDED SURVEY CONTROL
 BL1203
 BL1203  NGVD 29 (??/??/92)   23.699  (m)           77.75   (f) ADJ UNCH    1 2
 BL1203
 BL1203.Superseded values are not recommended for survey control.
 BL1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1203.See file dsdata.txt to determine how the superseded data were derived.
 BL1203
 BL1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP062266(NAD 83)
 BL1203_MARKER: DB = BENCH MARK DISK
 BL1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1203_STAMPING: P 661 1942
 BL1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1203+STABILITY: SURFACE MOTION
 BL1203
 BL1203  HISTORY     - Date     Condition        Report By
 BL1203  HISTORY     - 1942     MONUMENTED       CGS
 BL1203  HISTORY     - 1954     GOOD             NGS
 BL1203  HISTORY     - 1978     GOOD             NGS
 BL1203
 BL1203                          STATION DESCRIPTION
 BL1203
 BL1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1203'7.65 MI W FROM DAYTON.
 BL1203'6.0 MILES WEST ALONG FARM ROAD 1008 FROM ITS INTERSECTION WITH STATE
 BL1203'HIGHWAY 321 AT DAYTON, THENCE 1.65 MILES NORTHWEST ALONG FARM ROAD
 BL1203'686, 0.4 MILE WEST OF A RAILROAD CROSSING, 0.2 MILE EAST OF ST. ANNS
 BL1203'CHURCH AT EASTGATE, 41.5 FEET SOUTH OF THE CENTER LINE OF THE FARM
 BL1203'ROAD, AT THE NORTHWEST CORNER OF A CEMETERY, 7.6 FEET SOUTHWEST OF A
 BL1203'15 INCH SYCAMORE TREE, 9.8 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST
 BL1203'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 BL1203'ABOVE THE GROUND.
 BL1203
 BL1203                          STATION RECOVERY (1978)
 BL1203
 BL1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1203'7.2 MILES WEST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1203'HIGHWAY 321 AT DAYTON, THENCE 0.65 MILE NORTH ALONG A PAVED ROAD,
 BL1203'THENCE 0.15 MILE EAST ALONG FARM ROAD 686. 0.2 MILE EAST OF ST. ANNS
 BL1203'CHURCH AT EASTGATE AT THE NORTHWEST CORNER OF THE CEMETERY.  38
 BL1203'FEET SOUTH OF CENTERLINE OF THE FARM ROAD, 7 FEET SOUTHWEST OF A
 BL1203'30 INCH SYCAMORE TREE AND 6 FEET NORTHWEST OF A HEADSTONE FOR JOSEF
 BL1203'KINCL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3091 ***********************************************************************
 AW3091  DESIGNATION -  P 663
 AW3091  PID         -  AW3091
 AW3091  STATE/COUNTY-  TX/LIBERTY
 AW3091  USGS QUAD   -  SHILOH (1993)
 AW3091
 AW3091                         *CURRENT SURVEY CONTROL
 AW3091  ___________________________________________________________________
 AW3091* NAD 83(1986)-  29 53 59.     (N)    094 41 44.     (W)     SCALED    
 AW3091* NAVD 88     -        11.61   (+/-2cm)      38.1    (feet)  VERTCON   
 AW3091  ___________________________________________________________________
 AW3091  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW3091
 AW3091  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3091
 AW3091.The horizontal coordinates were scaled from a topographic map and have
 AW3091.an estimated accuracy of +/- 6 seconds.
 AW3091
 AW3091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3091.The vertical order pertains to the NGVD 29 superseded value.
 AW3091
 AW3091.The geoid height was determined by GEOID03.
 AW3091
 AW3091;                    North         East    Units  Estimated Accuracy
 AW3091;SPC TX C     - 3,039,630.    1,244,320.      MT  (+/- 180 meters Scaled)
 AW3091
 AW3091                          SUPERSEDED SURVEY CONTROL
 AW3091
 AW3091  NGVD 29 (??/??/92)   11.611  (m)           38.09   (f) ADJ UNCH    1 2
 AW3091
 AW3091.Superseded values are not recommended for survey control.
 AW3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3091.See file dsdata.txt to determine how the superseded data were derived.
 AW3091
 AW3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP362088(NAD 83)
 AW3091_MARKER: DB = BENCH MARK DISK
 AW3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3091_STAMPING: P 663 1942
 AW3091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3091+STABILITY: SURFACE MOTION
 AW3091
 AW3091  HISTORY     - Date     Condition        Report By
 AW3091  HISTORY     - 1942     MONUMENTED       CGS
 AW3091  HISTORY     - 1959     GOOD             NGS
 AW3091  HISTORY     - 19890428 MARK NOT FOUND   USPSQD
 AW3091  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 AW3091  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW3091
 AW3091                          STATION DESCRIPTION
 AW3091
 AW3091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3091'14.2 MI SE FROM LIBERTY.
 AW3091'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3091'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 13.35 MILES
 AW3091'SOUTHEAST ALONG FARM ROAD 563, THENCE ABOUT 0.15 MILE SOUTH ALONG A
 AW3091'SHELL ROAD, ABOUT 0.2 MILE NORTH OF THE MOST NORTHERLY ENTRANCE GATE
 AW3091'TO THE TEXAS, GULF AND SULPHUR COMPANY PLANT, 34 FEET EAST OF THE
 AW3091'CENTER LINE OF THE ROAD, 6 1/2 FEET WEST OF A FENCE, 0.9 FEET EAST OF
 AW3091'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 AW3091'CONCRETE POST PROJECTING 4 INCHES.
 AW3091
 AW3091                          STATION RECOVERY (1989)
 AW3091
 AW3091'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW3091'MARK NOT FOUND.
 AW3091
 AW3091                          STATION RECOVERY (2004)
 AW3091
 AW3091'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3091'MARK NOT FOUND.
 AW3091
 AW3091                          STATION RECOVERY (2005)
 AW3091
 AW3091'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0177 ***********************************************************************
 BL0177  DESIGNATION -  P 665 RESET 1970
 BL0177  PID         -  BL0177
 BL0177  STATE/COUNTY-  TX/JEFFERSON
 BL0177  USGS QUAD   -  NOME (1984)
 BL0177
 BL0177                         *CURRENT SURVEY CONTROL
 BL0177  ___________________________________________________________________
 BL0177* NAD 83(1986)-  30 02 04.     (N)    094 26 14.     (W)     SCALED    
 BL0177* NAVD 88     -        12.237  (meters)      40.15   (feet)  ADJUSTED  
 BL0177  ___________________________________________________________________
 BL0177  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0177  DYNAMIC HT  -          12.221 (meters)      40.10  (feet)  COMP
 BL0177  MODELED GRAV-     979,303.8   (mgal)                       NAVD 88
 BL0177
 BL0177  VERT ORDER  -  FIRST     CLASS I
 BL0177
 BL0177.The horizontal coordinates were scaled from a topographic map and have
 BL0177.an estimated accuracy of +/- 6 seconds.
 BL0177
 BL0177.The orthometric height was determined by differential leveling
 BL0177.and adjusted by the National Geodetic Survey in June 1991..
 BL0177
 BL0177.The geoid height was determined by GEOID03.
 BL0177
 BL0177.The dynamic height is computed by dividing the NAVD 88
 BL0177.geopotential number by the normal gravity value computed on the
 BL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0177.degrees latitude (g = 980.6199 gals.).
 BL0177
 BL0177.The modeled gravity was interpolated from observed gravity values.
 BL0177
 BL0177;                    North         East    Units  Estimated Accuracy
 BL0177;SPC TXSC     - 4,252,530.    1,039,950.      MT  (+/- 180 meters Scaled)
 BL0177
 BL0177                          SUPERSEDED SURVEY CONTROL
 BL0177
 BL0177  NGVD 29 (??/??/92)   12.245  (m)           40.17   (f) ADJ UNCH    1 1
 BL0177
 BL0177.Superseded values are not recommended for survey control.
 BL0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0177.See file dsdata.txt to determine how the superseded data were derived.
 BL0177
 BL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP614234(NAD 83)
 BL0177_MARKER: DB = BENCH MARK DISK
 BL0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0177_STAMPING: P 665 RESET 1970
 BL0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0177+STABILITY: SURFACE MOTION
 BL0177
 BL0177  HISTORY     - Date     Condition        Report By
 BL0177  HISTORY     - 1970     MONUMENTED       NGS
 BL0177  HISTORY     - 1972     GOOD             NGS
 BL0177  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0177  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0177  HISTORY     - 19900412 MARK NOT FOUND   USPSQD
 BL0177  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 BL0177  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 BL0177  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0177  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0177  HISTORY     - 20030310 MARK NOT FOUND   USPSQD
 BL0177  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0177
 BL0177                          STATION DESCRIPTION
 BL0177
 BL0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0177'0.85 MI W FROM NOME.
 BL0177'ABOUT 0.85 MILE WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE, ON THE
 BL0177'RIGHT-OF-WAY OF THE SOUTHERN PACIFIC RAILROAD, 106.5 FEET NORTH OF THE
 BL0177'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 40.5 FEET SOUTHEAST
 BL0177'OF THE SOUTHEAST CORNER OF A 60-FOOT RAILROAD BRIDGE OVER A CANAL BR6
 BL0177'NO.299.00, 31.3 FEET SOUTH OF THE SOUTH RAIL, 2.5 FEET WEST OF THE
 BL0177'RAILROAD MILE POST NO.299, 1 FOOT EAST OF A METAL WITNESS POST AND
 BL0177'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BL0177'CONCRETE POST PROJECTING 0.2 FOOT.
 BL0177
 BL0177                          STATION RECOVERY (1988)
 BL0177
 BL0177'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0177'MARK NOT FOUND.
 BL0177
 BL0177                          STATION RECOVERY (1988)
 BL0177
 BL0177'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0177'MARK NOT FOUND.
 BL0177
 BL0177                          STATION RECOVERY (1990)
 BL0177
 BL0177'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0177'MARK NOT FOUND.
 BL0177
 BL0177                          STATION RECOVERY (1993)
 BL0177
 BL0177'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0177'MARK NOT FOUND.
 BL0177
 BL0177                          STATION RECOVERY (1994)
 BL0177
 BL0177'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0177'MARK NOT FOUND.
 BL0177
 BL0177                          STATION RECOVERY (2001)
 BL0177
 BL0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0177
 BL0177                          STATION RECOVERY (2001)
 BL0177
 BL0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0177
 BL0177                          STATION RECOVERY (2003)
 BL0177
 BL0177'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0177'MARK NOT FOUND.
 BL0177
 BL0177                          STATION RECOVERY (2004)
 BL0177
 BL0177'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3406 ***********************************************************************
 AW3406  DESIGNATION -  P 666
 AW3406  PID         -  AW3406
 AW3406  STATE/COUNTY-  TX/HARRIS
 AW3406  USGS QUAD   -  HARMASTON (1982)
 AW3406
 AW3406                         *CURRENT SURVEY CONTROL
 AW3406  ___________________________________________________________________
 AW3406* NAD 83(1986)-  29 54 36.     (N)    095 13 44.     (W)     SCALED    
 AW3406* NAVD 88     -        18.49   (+/-2cm)      60.7    (feet)  VERTCON   
 AW3406  ___________________________________________________________________
 AW3406  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW3406
 AW3406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3406
 AW3406.The horizontal coordinates were scaled from a topographic map and have
 AW3406.an estimated accuracy of +/- 6 seconds.
 AW3406
 AW3406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3406.The vertical order pertains to the NGVD 29 superseded value.
 AW3406
 AW3406.The geoid height was determined by GEOID03.
 AW3406
 AW3406;                    North         East    Units  Estimated Accuracy
 AW3406;SPC TXSC     - 4,236,020.      964,090.      MT  (+/- 180 meters Scaled)
 AW3406
 AW3406                          SUPERSEDED SURVEY CONTROL
 AW3406
 AW3406  NGVD 29 (??/??/92)   18.491  (m)           60.67   (f) ADJ UNCH    2 0
 AW3406
 AW3406.Superseded values are not recommended for survey control.
 AW3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3406.See file dsdata.txt to determine how the superseded data were derived.
 AW3406
 AW3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP848109(NAD 83)
 AW3406_MARKER: DB = BENCH MARK DISK
 AW3406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3406_SP_SET: FOUNDATION
 AW3406_STAMPING: P 666 1942
 AW3406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3406
 AW3406  HISTORY     - Date     Condition        Report By
 AW3406  HISTORY     - 1942     MONUMENTED       CGS
 AW3406  HISTORY     - 1955     MARK NOT FOUND   USGS
 AW3406
 AW3406                          STATION DESCRIPTION
 AW3406
 AW3406'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3406'12.1 MI SW FROM HUFFMAN.
 AW3406'TO REACH FROM THE BEAUMONT SOUR LAKE AND WESTERN RAILROAD STATION AT
 AW3406'HUFFMAN-- PROCEED 12.1 MILES SOUTHWESTERLY ALONG THE RAILROAD TO SITE
 AW3406'OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE SOUTHWEST OF MILEPOST
 AW3406'387, AND 7.3 FEET SOUTHEAST OF AND ABOUT 0.8 FOOT ABOVE THE SOUTHEAST
 AW3406'RAIL OF TRACK.  IT IS SET VERTICALLY IN THE NORTHWEST SIDE OF THE
 AW3406'CONCRETE FOUNDATION OF SIGNAL TOWER NO. 3868.
 AW3406
 AW3406                          STATION RECOVERY (1955)
 AW3406
 AW3406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW3406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3428 ***********************************************************************
 AW3428  DESIGNATION -  P 667 RESET 1958
 AW3428  PID         -  AW3428
 AW3428  STATE/COUNTY-  TX/HARRIS
 AW3428  USGS QUAD   -  HARMASTON (1982)
 AW3428
 AW3428                         *CURRENT SURVEY CONTROL
 AW3428  ___________________________________________________________________
 AW3428* NAD 83(1986)-  29 56 04.     (N)    095 12 42.     (W)     SCALED    
 AW3428* NAVD 88     -        17.86   (+/-2cm)      58.6    (feet)  VERTCON   
 AW3428  ___________________________________________________________________
 AW3428  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW3428
 AW3428  VERT ORDER  -  THIRD (See Below)
 AW3428
 AW3428.The horizontal coordinates were scaled from a topographic map and have
 AW3428.an estimated accuracy of +/- 6 seconds.
 AW3428
 AW3428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3428.The vertical order pertains to the NGVD 29 superseded value.
 AW3428
 AW3428.The geoid height was determined by GEOID03.
 AW3428
 AW3428;                    North         East    Units  Estimated Accuracy
 AW3428;SPC TXSC     - 4,238,790.      965,670.      MT  (+/- 180 meters Scaled)
 AW3428
 AW3428                          SUPERSEDED SURVEY CONTROL
 AW3428
 AW3428  NGVD 29 (01/29/03)   17.86   (m)           58.6    (f) RESET       3  
 AW3428
 AW3428.Superseded values are not recommended for survey control.
 AW3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3428.See file dsdata.txt to determine how the superseded data were derived.
 AW3428
 AW3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP865135(NAD 83)
 AW3428_MARKER: DB = BENCH MARK DISK
 AW3428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3428_STAMPING: P 667 RESET 1958
 AW3428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3428+STABILITY: SURFACE MOTION
 AW3428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3428+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AW3428
 AW3428  HISTORY     - Date     Condition        Report By
 AW3428  HISTORY     - 1958     MONUMENTED       LOCENG
 AW3428  HISTORY     - 20040330 GOOD             USPSQD
 AW3428
 AW3428                          STATION DESCRIPTION
 AW3428
 AW3428'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 AW3428'9.55 MI E FROM ALDINE.
 AW3428'0.20 MILE SOUTH ALONG FARM ROAD 525 FROM THE OLD HIGH SCHOOL AT
 AW3428'ALDINE, THENCE 3.35 MILES EAST ALONG FARM ROAD 525, THENCE 0.4 MILE
 AW3428'EAST ALONG THE ALDINE-BENDER ROAD, THENCE 0.8 MILE NORTHEAST ALONG OLD
 AW3428'HUMBLE ROAD, THENCE 1.7 MILES EAST ALONG NORTH BELT DRIVE, THENCE
 AW3428'FOLLOWING A CURVE TO THE RIGHT AND A CURVE TO THE LEFT FOR A DISTANCE
 AW3428'OF 0.3 MILE, THENCE CONTINUING EAST ALONG NORTH BELT DRIVE FOR 2.7
 AW3428'MILES.  131 FEET WEST OF A FENCE CORNER, 63.73 FEET NORTH OF THE
 AW3428'ORIGINAL MARK (P 667 1942), 1.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 AW3428'FENCE OF NORTH BELT DRIVE, 3 FEET WEST OF A 4 X 4 INCH WOOD POST, AND
 AW3428'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 AW3428
 AW3428                          STATION RECOVERY (2004)
 AW3428
 AW3428'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3374 ***********************************************************************
 AW3374  DESIGNATION -  P 668
 AW3374  PID         -  AW3374
 AW3374  STATE/COUNTY-  TX/FORT BEND
 AW3374  USGS QUAD   -  ALMEDA (1995)
 AW3374
 AW3374                         *CURRENT SURVEY CONTROL
 AW3374  ___________________________________________________________________
 AW3374* NAD 83(1986)-  29 33 58.     (N)    095 26 15.     (W)     SCALED    
 AW3374* NAVD 88     -        20.83   (+/-2cm)      68.3    (feet)  VERTCON   
 AW3374  ___________________________________________________________________
 AW3374  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3374
 AW3374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3374
 AW3374.The horizontal coordinates were scaled from a topographic map and have
 AW3374.an estimated accuracy of +/- 6 seconds.
 AW3374
 AW3374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3374.The vertical order pertains to the NGVD 29 superseded value.
 AW3374
 AW3374.The geoid height was determined by GEOID03.
 AW3374
 AW3374;                    North         East    Units  Estimated Accuracy
 AW3374;SPC TXSC     - 4,197,300.      945,120.      MT  (+/- 180 meters Scaled)
 AW3374
 AW3374                          SUPERSEDED SURVEY CONTROL
 AW3374
 AW3374  NGVD 29 (??/??/92)   20.823  (m)           68.32   (f) ADJ UNCH    2 0
 AW3374
 AW3374.Superseded values are not recommended for survey control.
 AW3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3374.See file dsdata.txt to determine how the superseded data were derived.
 AW3374
 AW3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN638731(NAD 83)
 AW3374_MARKER: DB = BENCH MARK DISK
 AW3374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3374_SP_SET: CULVERT
 AW3374_STAMPING: P 668 1942
 AW3374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3374
 AW3374  HISTORY     - Date     Condition        Report By
 AW3374  HISTORY     - 1942     MONUMENTED       CGS
 AW3374  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW3374
 AW3374                          STATION DESCRIPTION
 AW3374
 AW3374'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3374'2.85 MI S FROM ALMEDA.
 AW3374'TO REACH FROM THE POST OFFICE AT ALMEDA-- PROCEED 2.85 MILES SOUTHERLY
 AW3374'ALONG STATE HIGHWAY NO. 288 TO SITE OF BENCH MARK.  BENCH MARK IS
 AW3374'ABOUT 0.1 MILE NORTH OF A PRIVATE ROAD INTERSECTION LEADING EAST, AND
 AW3374'ABOUT 98.0 FEET EAST OF A SMALL RAILROAD TRESTLE NO. 14-3. IT IS 15.0
 AW3374'FEET EAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF HIGHWAY AND
 AW3374'SET HORIZONTALLY IN THE NORTH END OF THE EAST HEADWALL OF A LARGE
 AW3374'CONCRETE CULVERT.  NOTE-- BENCH MARK IS ALSO 4.25 MILES NORTH OF
 AW3374'ARCOLA.
 AW3374
 AW3374                          STATION RECOVERY (1994)
 AW3374
 AW3374'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7125 ***********************************************************************
 AW7125  DESIGNATION -  P 668 RESET
 AW7125  PID         -  AW7125
 AW7125  STATE/COUNTY-  TX/FORT BEND
 AW7125  USGS QUAD   -  ALMEDA (1995)
 AW7125
 AW7125                         *CURRENT SURVEY CONTROL
 AW7125  ___________________________________________________________________
 AW7125* NAD 83(1986)-  29 33 58.     (N)    095 26 16.     (W)     SCALED    
 AW7125* NAVD 88     -        20.73   (meters)      68.0    (feet)  RESET     
 AW7125  ___________________________________________________________________
 AW7125  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW7125
 AW7125  VERT ORDER  -  THIRD
 AW7125
 AW7125.The horizontal coordinates were scaled from a topographic map and have
 AW7125.an estimated accuracy of +/- 6 seconds.
 AW7125
 AW7125.The orthometric height was computed from unverified reset data.
 AW7125.No vertical observational check was made to the station.
 AW7125
 AW7125.The geoid height was determined by GEOID03.
 AW7125
 AW7125;                    North         East    Units  Estimated Accuracy
 AW7125;SPC TXSC     - 4,197,290.      945,090.      MT  (+/- 180 meters Scaled)
 AW7125
 AW7125                          SUPERSEDED SURVEY CONTROL
 AW7125
 AW7125  NGVD 29 (01/29/03)   20.72   (m)           68.0    (f) RESET       3  
 AW7125
 AW7125.Superseded values are not recommended for survey control.
 AW7125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7125.See file dsdata.txt to determine how the superseded data were derived.
 AW7125
 AW7125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN638731(NAD 83)
 AW7125_MARKER: DV = VERTICAL CONTROL DISK
 AW7125_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW7125_SP_SET: BRIDGE WINGWALL
 AW7125_STAMPING: P 668 RESET 1993
 AW7125_MARK LOGO: NGS   
 AW7125_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW7125
 AW7125  HISTORY     - Date     Condition        Report By
 AW7125  HISTORY     - 1993     MONUMENTED       LOCENG
 AW7125  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW7125  HISTORY     - 20040216 MARK NOT FOUND   USPSQD
 AW7125  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW7125
 AW7125                          STATION DESCRIPTION
 AW7125
 AW7125'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 AW7125'2.85 MILES (4.59 KM) SOUTH ALONG STATE HIGHWAY 288 FROM THE JUNCTION
 AW7125'OF ANDERSON ROAD IN ALAMEDA, 0.45 MILE (0.72 KM) SOUTH OF THE
 AW7125'JUNCTION OF AN ASPHALT ROAD WEST TO HEATRAN STEEL PLANT, DIRECTLY
 AW7125'OPPOSITE A RAILROAD BRIDGE OVER A CANAL, SET IN BRIDGE STRUCTURE OVER
 AW7125'DITCH A ABUTMENT NO. 1 N.W. WINGWALL STA. 66+99 21.5RT.
 AW7125
 AW7125                          STATION RECOVERY (1999)
 AW7125
 AW7125'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW7125'MARK NOT FOUND.
 AW7125
 AW7125                          STATION RECOVERY (2004)
 AW7125
 AW7125'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7125'MARK NOT FOUND.
 AW7125
 AW7125                          STATION RECOVERY (2005)
 AW7125
 AW7125'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4677 ***********************************************************************
 AW4677  DESIGNATION -  P 669 RESET 1955
 AW4677  PID         -  AW4677
 AW4677  STATE/COUNTY-  TX/HARRIS
 AW4677  USGS QUAD   -  ALIEF (1995)
 AW4677
 AW4677                         *CURRENT SURVEY CONTROL
 AW4677  ___________________________________________________________________
 AW4677* NAD 83(1986)-  29 44 14.     (N)    095 30 29.     (W)     SCALED    
 AW4677* NAVD 88     -        21.89   (+/-2cm)      71.8    (feet)  VERTCON   
 AW4677  ___________________________________________________________________
 AW4677  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW4677
 AW4677  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4677
 AW4677.The horizontal coordinates were scaled from a topographic map and have
 AW4677.an estimated accuracy of +/- 6 seconds.
 AW4677
 AW4677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4677.The vertical order pertains to the NGVD 29 superseded value.
 AW4677
 AW4677.The geoid height was determined by GEOID03.
 AW4677
 AW4677;                    North         East    Units  Estimated Accuracy
 AW4677;SPC TXSC     - 4,216,050.      937,720.      MT  (+/- 180 meters Scaled)
 AW4677
 AW4677                          SUPERSEDED SURVEY CONTROL
 AW4677
 AW4677  NGVD 29 (??/??/92)   21.883  (m)           71.79   (f) ADJ UNCH    1 2
 AW4677
 AW4677.Superseded values are not recommended for survey control.
 AW4677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4677.See file dsdata.txt to determine how the superseded data were derived.
 AW4677
 AW4677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN574923(NAD 83)
 AW4677_MARKER: DB = BENCH MARK DISK
 AW4677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4677_SP_SET: CULVERT
 AW4677_STAMPING: P 669 RESET 1955
 AW4677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4677
 AW4677  HISTORY     - Date     Condition        Report By
 AW4677  HISTORY     - 1955     MONUMENTED       CGS
 AW4677  HISTORY     - 1964     GOOD             NGS
 AW4677  HISTORY     - 1976     GOOD             NGS
 AW4677  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 AW4677  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW4677  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW4677
 AW4677                          STATION DESCRIPTION
 AW4677
 AW4677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW4677'4.7 MI NW FROM BELLAIRE.
 AW4677'ABOUT 0.25 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW4677'BELLAIRE, THENCE 2.1 MILES NORTH ALONG RICE AVENUE, THENCE 0.35 MILE
 AW4677'WEST ALONG WEST ALABAMA STREET, THENCE 2.0 MILES WEST ALONG WESTHEIMER
 AW4677'ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 AW4677'THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A LARGE CONCRETE
 AW4677'CULVERT, AND ABOUT LEVEL WITH THE ROAD.
 AW4677
 AW4677                          STATION RECOVERY (1976)
 AW4677
 AW4677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW4677'RECOVERED IN GOOD CONDITION.
 AW4677
 AW4677                          STATION RECOVERY (1996)
 AW4677
 AW4677'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4677'MARK NOT FOUND.
 AW4677
 AW4677                          STATION RECOVERY (1997)
 AW4677
 AW4677'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4677'MARK NOT FOUND.
 AW4677
 AW4677                          STATION RECOVERY (2004)
 AW4677
 AW4677'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1035 ***********************************************************************
 AB1035  DESIGNATION -  P 670
 AB1035  PID         -  AB1035
 AB1035  STATE/COUNTY-  TX/KENEDY
 AB1035  USGS QUAD   -  ROSITA LAKE (1975)
 AB1035
 AB1035                         *CURRENT SURVEY CONTROL
 AB1035  ___________________________________________________________________
 AB1035* NAD 83(1986)-  26 41 49.     (N)    097 38 12.     (W)     SCALED    
 AB1035* NAVD 88     -         4.763  (meters)      15.63   (feet)  ADJUSTED  
 AB1035  ___________________________________________________________________
 AB1035  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AB1035  DYNAMIC HT  -           4.756 (meters)      15.60  (feet)  COMP
 AB1035  MODELED GRAV-     979,071.1   (mgal)                       NAVD 88
 AB1035
 AB1035  VERT ORDER  -  SECOND    CLASS 0
 AB1035
 AB1035.The horizontal coordinates were scaled from a topographic map and have
 AB1035.an estimated accuracy of +/- 6 seconds.
 AB1035
 AB1035.The orthometric height was determined by differential leveling
 AB1035.and adjusted by the National Geodetic Survey in June 1991..
 AB1035
 AB1035.The geoid height was determined by GEOID03.
 AB1035
 AB1035.The dynamic height is computed by dividing the NAVD 88
 AB1035.geopotential number by the normal gravity value computed on the
 AB1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1035.degrees latitude (g = 980.6199 gals.).
 AB1035
 AB1035.The modeled gravity was interpolated from observed gravity values.
 AB1035
 AB1035;                    North         East    Units  Estimated Accuracy
 AB1035;SPC TX S     - 5,114,440.      385,910.      MT  (+/- 180 meters Scaled)
 AB1035
 AB1035                          SUPERSEDED SURVEY CONTROL
 AB1035
 AB1035  NGVD 29 (??/??/92)    4.842  (m)           15.89   (f) ADJ UNCH    2 0
 AB1035
 AB1035.Superseded values are not recommended for survey control.
 AB1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1035.See file dsdata.txt to determine how the superseded data were derived.
 AB1035
 AB1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ356535(NAD 83)
 AB1035_MARKER: DB = BENCH MARK DISK
 AB1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1035_STAMPING: P 670 1942
 AB1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1035+STABILITY: SURFACE MOTION
 AB1035
 AB1035  HISTORY     - Date     Condition        Report By
 AB1035  HISTORY     - 1942     MONUMENTED       CGS
 AB1035  HISTORY     - 1956     GOOD             USGS
 AB1035
 AB1035                          STATION DESCRIPTION
 AB1035
 AB1035'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1035'6.5 MI SE FROM NORIAS RANCH.
 AB1035'FROM NORIAS RANCH PROCEED 1.1 MILE SOUTHEAST ALONG HARD SURFACE ROAD
 AB1035'TO A GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 4.9 MILES ALONG TRACK
 AB1035'ROAD, 15 FEET EAST OF CENTERLINE ROAD, AND SET IN THE TOP OF A
 AB1035'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0507 ***********************************************************************
 AB0507  DESIGNATION -  P 671
 AB0507  PID         -  AB0507
 AB0507  STATE/COUNTY-  TX/WILLACY
 AB0507  USGS QUAD   -  WILLAMAR (1982)
 AB0507
 AB0507                         *CURRENT SURVEY CONTROL
 AB0507  ___________________________________________________________________
 AB0507* NAD 83(1986)-  26 29 38.     (N)    097 35 58.     (W)     SCALED    
 AB0507* NAVD 88     -         5.474  (meters)      17.96   (feet)  ADJUSTED  
 AB0507  ___________________________________________________________________
 AB0507  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AB0507  DYNAMIC HT  -           5.466 (meters)      17.93  (feet)  COMP
 AB0507  MODELED GRAV-     979,060.6   (mgal)                       NAVD 88
 AB0507
 AB0507  VERT ORDER  -  SECOND    CLASS 0
 AB0507
 AB0507.The horizontal coordinates were scaled from a topographic map and have
 AB0507.an estimated accuracy of +/- 6 seconds.
 AB0507
 AB0507.The orthometric height was determined by differential leveling
 AB0507.and adjusted by the National Geodetic Survey in June 1991..
 AB0507
 AB0507.The geoid height was determined by GEOID03.
 AB0507
 AB0507.The dynamic height is computed by dividing the NAVD 88
 AB0507.geopotential number by the normal gravity value computed on the
 AB0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0507.degrees latitude (g = 980.6199 gals.).
 AB0507
 AB0507.The modeled gravity was interpolated from observed gravity values.
 AB0507
 AB0507;                    North         East    Units  Estimated Accuracy
 AB0507;SPC TX S     - 5,091,970.      389,780.      MT  (+/- 180 meters Scaled)
 AB0507
 AB0507                          SUPERSEDED SURVEY CONTROL
 AB0507
 AB0507  NGVD 29 (??/??/92)    5.542  (m)           18.18   (f) ADJ UNCH    2 0
 AB0507
 AB0507.Superseded values are not recommended for survey control.
 AB0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0507.See file dsdata.txt to determine how the superseded data were derived.
 AB0507
 AB0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ395311(NAD 83)
 AB0507_MARKER: DB = BENCH MARK DISK
 AB0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0507_STAMPING: P 671 1942
 AB0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0507+STABILITY: SURFACE MOTION
 AB0507
 AB0507  HISTORY     - Date     Condition        Report By
 AB0507  HISTORY     - 1942     MONUMENTED       CGS
 AB0507  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0507  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0507
 AB0507                          STATION DESCRIPTION
 AB0507
 AB0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0507'12.0 MI E FROM RAYMONDVILLE.
 AB0507'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0507'PROCEED EASTERLY ON STATE HIGHWAY NO. 186 AND GO 8.7 MILES TO THE
 AB0507'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0507'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0507'ROAD INTERSECTION AND SITE OF BENCH MARK.  BENCH MARK IS 49.0 EAST OF
 AB0507'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE NORTH-SOUTH
 AB0507'ROAD, 48.0 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 5.0
 AB0507'FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER AND 3.0 FEET NORTH OF A 4
 AB0507'BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.  A STANDARD
 AB0507'DISK, STAMPED P 671 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AB0507
 AB0507                          STATION RECOVERY (1987)
 AB0507
 AB0507'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0507'MARK NOT FOUND.
 AB0507
 AB0507                          STATION RECOVERY (1988)
 AB0507
 AB0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1020 ***********************************************************************
 AB1020  DESIGNATION -  P 672
 AB1020  PID         -  AB1020
 AB1020  STATE/COUNTY-  TX/KENEDY
 AB1020  USGS QUAD   -  ARMSTRONG (1982)
 AB1020
 AB1020                         *CURRENT SURVEY CONTROL
 AB1020  ___________________________________________________________________
 AB1020* NAD 83(1986)-  26 55 37.     (N)    097 45 13.     (W)     SCALED    
 AB1020* NAVD 88     -         7.099  (meters)      23.29   (feet)  ADJUSTED  
 AB1020  ___________________________________________________________________
 AB1020  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AB1020  DYNAMIC HT  -           7.088 (meters)      23.25  (feet)  COMP
 AB1020  MODELED GRAV-     979,078.5   (mgal)                       NAVD 88
 AB1020
 AB1020  VERT ORDER  -  FIRST     CLASS II
 AB1020
 AB1020.The horizontal coordinates were scaled from a topographic map and have
 AB1020.an estimated accuracy of +/- 6 seconds.
 AB1020
 AB1020.The orthometric height was determined by differential leveling
 AB1020.and adjusted by the National Geodetic Survey in June 1991..
 AB1020
 AB1020.The geoid height was determined by GEOID03.
 AB1020
 AB1020.The dynamic height is computed by dividing the NAVD 88
 AB1020.geopotential number by the normal gravity value computed on the
 AB1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1020.degrees latitude (g = 980.6199 gals.).
 AB1020
 AB1020.The modeled gravity was interpolated from observed gravity values.
 AB1020
 AB1020;                    North         East    Units  Estimated Accuracy
 AB1020;SPC TX S     - 5,139,850.      374,120.      MT  (+/- 180 meters Scaled)
 AB1020
 AB1020                          SUPERSEDED SURVEY CONTROL
 AB1020
 AB1020  NGVD 29 (??/??/92)    7.181  (m)           23.56   (f) ADJ UNCH    1 2
 AB1020
 AB1020.Superseded values are not recommended for survey control.
 AB1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1020.See file dsdata.txt to determine how the superseded data were derived.
 AB1020
 AB1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ237789(NAD 83)
 AB1020_MARKER: DB = BENCH MARK DISK
 AB1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1020_STAMPING: P 672 1942
 AB1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1020+STABILITY: SURFACE MOTION
 AB1020
 AB1020  HISTORY     - Date     Condition        Report By
 AB1020  HISTORY     - 1942     MONUMENTED       CGS
 AB1020  HISTORY     - 1951     GOOD             NGS
 AB1020
 AB1020                          STATION DESCRIPTION
 AB1020
 AB1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1020'2.9 MI SE FROM ARMSTRONG.
 AB1020'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG.
 AB1020'PROCEED EASTERLY ON GRADED ROAD TO THE ARMSTRONG RANCH HOUSE.  TURN
 AB1020'SOUTHEASTERLY AROUND FENCE CORNER AND GO 1.0 MILE TO A GATE AT T FENCE
 AB1020'CORNER AND SITE OF BENCH MARK.  BENCH MARK IS 102 FEET NORTHWEST OF
 AB1020'THE FENCE CORNER.  21 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AB1020'THE CENTERLINE OF THE ROAD.  3.0 FEET WEST OF A 4 BY 4 INCH WOODEN
 AB1020'MARKER POST.  AND 2.0 FEET SOUTHWEST OF THE FENCE.
 AB1020
 AB1020                          STATION RECOVERY (1951)
 AB1020
 AB1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0998 ***********************************************************************
 AB0998  DESIGNATION -  P 673
 AB0998  PID         -  AB0998
 AB0998  STATE/COUNTY-  TX/WILLACY
 AB0998  USGS QUAD   -  YTURRIA (1982)
 AB0998
 AB0998                         *CURRENT SURVEY CONTROL
 AB0998  ___________________________________________________________________
 AB0998* NAD 83(1986)-  26 33 36.     (N)    097 46 18.     (W)     SCALED    
 AB0998* NAVD 88     -        11.718  (meters)      38.44   (feet)  ADJUSTED  
 AB0998  ___________________________________________________________________
 AB0998  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AB0998  DYNAMIC HT  -          11.700 (meters)      38.39  (feet)  COMP
 AB0998  MODELED GRAV-     979,053.1   (mgal)                       NAVD 88
 AB0998
 AB0998  VERT ORDER  -  FIRST     CLASS II
 AB0998
 AB0998.The horizontal coordinates were scaled from a topographic map and have
 AB0998.an estimated accuracy of +/- 6 seconds.
 AB0998
 AB0998.The orthometric height was determined by differential leveling
 AB0998.and adjusted by the National Geodetic Survey in June 1991..
 AB0998
 AB0998.The geoid height was determined by GEOID03.
 AB0998
 AB0998.The dynamic height is computed by dividing the NAVD 88
 AB0998.geopotential number by the normal gravity value computed on the
 AB0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0998.degrees latitude (g = 980.6199 gals.).
 AB0998
 AB0998.The modeled gravity was interpolated from observed gravity values.
 AB0998
 AB0998;                    North         East    Units  Estimated Accuracy
 AB0998;SPC TX S     - 5,099,180.      372,560.      MT  (+/- 180 meters Scaled)
 AB0998
 AB0998                          SUPERSEDED SURVEY CONTROL
 AB0998
 AB0998  NGVD 29 (??/??/92)   11.807  (m)           38.74   (f) ADJ UNCH    1 2
 AB0998
 AB0998.Superseded values are not recommended for survey control.
 AB0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0998.See file dsdata.txt to determine how the superseded data were derived.
 AB0998
 AB0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ223382(NAD 83)
 AB0998_MARKER: DB = BENCH MARK DISK
 AB0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0998_STAMPING: P 673 1942
 AB0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0998+STABILITY: SURFACE MOTION
 AB0998
 AB0998  HISTORY     - Date     Condition        Report By
 AB0998  HISTORY     - 1942     MONUMENTED       CGS
 AB0998  HISTORY     - 1951     GOOD             NGS
 AB0998  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0998  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0998  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0998  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0998
 AB0998                          STATION DESCRIPTION
 AB0998
 AB0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0998'5.5 MI N FROM RAYMONDVILLE.
 AB0998'5.5 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0998'FROM THE STATION AT RAYMONDVILLE, 172 FEET NORTH OF THE NORTH END OF A
 AB0998'CATTLE GUARD, 89 FEET EAST OF AND ACROSS THE TRACK FROM THE FIRST POLE
 AB0998'SOUTH OF MILEPOST 52, 48 FEET EAST OF THE EAST RAIL, 39 FEET WEST OF
 AB0998'THE CENTER LINE OF U.S. HIGHWAY 77, 1 FOOT EAST OF A FENCE, 3 FEET
 AB0998'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0998'PROJECTS 0.5 FOOT ABOVE THE GROUND. NOTE-- NOW THE SOUTHERN PACIFIC
 AB0998'LINES.
 AB0998
 AB0998                          STATION RECOVERY (1981)
 AB0998
 AB0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0998'NOT RECOVERED, PROBABLY DESTROYED.
 AB0998
 AB0998                          STATION RECOVERY (1987)
 AB0998
 AB0998'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0998'MARK NOT FOUND.
 AB0998
 AB0998                          STATION RECOVERY (1988)
 AB0998
 AB0998'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJK)
 AB0998'MARK NOT FOUND.
 AB0998
 AB0998                          STATION RECOVERY (2004)
 AB0998
 AB0998'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0521 ***********************************************************************
 AB0521  DESIGNATION -  P 674 RESET 1950
 AB0521  PID         -  AB0521
 AB0521  STATE/COUNTY-  TX/WILLACY
 AB0521  USGS QUAD   -  SANTA ROSA (1982)
 AB0521
 AB0521                         *CURRENT SURVEY CONTROL
 AB0521  ___________________________________________________________________
 AB0521* NAD 83(1986)-  26 21 27.     (N)    097 45 35.     (W)     SCALED    
 AB0521* NAVD 88     -        11.051  (meters)      36.26   (feet)  ADJUSTED  
 AB0521  ___________________________________________________________________
 AB0521  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AB0521  DYNAMIC HT  -          11.033 (meters)      36.20  (feet)  COMP
 AB0521  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 AB0521
 AB0521  VERT ORDER  -  FIRST     CLASS II
 AB0521
 AB0521.The horizontal coordinates were scaled from a topographic map and have
 AB0521.an estimated accuracy of +/- 6 seconds.
 AB0521
 AB0521.The orthometric height was determined by differential leveling
 AB0521.and adjusted by the National Geodetic Survey in June 1991..
 AB0521
 AB0521.The geoid height was determined by GEOID03.
 AB0521
 AB0521.The dynamic height is computed by dividing the NAVD 88
 AB0521.geopotential number by the normal gravity value computed on the
 AB0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0521.degrees latitude (g = 980.6199 gals.).
 AB0521
 AB0521.The modeled gravity was interpolated from observed gravity values.
 AB0521
 AB0521;                    North         East    Units  Estimated Accuracy
 AB0521;SPC TX S     - 5,076,760.      373,890.      MT  (+/- 180 meters Scaled)
 AB0521
 AB0521                          SUPERSEDED SURVEY CONTROL
 AB0521
 AB0521  NGVD 29 (??/??/92)   11.124  (m)           36.50   (f) ADJ UNCH    1 2
 AB0521
 AB0521.Superseded values are not recommended for survey control.
 AB0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0521.See file dsdata.txt to determine how the superseded data were derived.
 AB0521
 AB0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ237158(NAD 83)
 AB0521_MARKER: DB = BENCH MARK DISK
 AB0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0521_STAMPING: P 674 1942 RESET 1950
 AB0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0521+STABILITY: SURFACE MOTION
 AB0521
 AB0521  HISTORY     - Date     Condition        Report By
 AB0521  HISTORY     - 1950     MONUMENTED       CGS
 AB0521  HISTORY     - 1951     GOOD             NGS
 AB0521  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0521
 AB0521                          STATION DESCRIPTION
 AB0521
 AB0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0521'2.8 MI NE FROM SEBASTIAN.
 AB0521'0.9 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0521'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 1.9 MILES EAST ALONG
 AB0521'FARM ROAD 1018, 40 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 AB0521'ROAD, 52 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 37
 AB0521'FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A
 AB0521'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AB0521'FOOT ABOVE THE GROUND.
 AB0521
 AB0521                          STATION RECOVERY (1987)
 AB0521
 AB0521'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0368 ***********************************************************************
 AB0368  DESIGNATION -  P 675
 AB0368  PID         -  AB0368
 AB0368  STATE/COUNTY-  TX/CAMERON
 AB0368  USGS QUAD   -  LA LEONA (1982)
 AB0368
 AB0368                         *CURRENT SURVEY CONTROL
 AB0368  ___________________________________________________________________
 AB0368* NAD 83(1986)-  26 15 46.     (N)    097 28 41.     (W)     SCALED    
 AB0368* NAVD 88     -         5.421  (meters)      17.79   (feet)  ADJUSTED  
 AB0368  ___________________________________________________________________
 AB0368  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 AB0368  DYNAMIC HT  -           5.412 (meters)      17.76  (feet)  COMP
 AB0368  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 AB0368
 AB0368  VERT ORDER  -  SECOND    CLASS 0
 AB0368
 AB0368.The horizontal coordinates were scaled from a topographic map and have
 AB0368.an estimated accuracy of +/- 6 seconds.
 AB0368
 AB0368.The orthometric height was determined by differential leveling
 AB0368.and adjusted by the National Geodetic Survey in June 1991..
 AB0368
 AB0368.The geoid height was determined by GEOID03.
 AB0368
 AB0368.The dynamic height is computed by dividing the NAVD 88
 AB0368.geopotential number by the normal gravity value computed on the
 AB0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0368.degrees latitude (g = 980.6199 gals.).
 AB0368
 AB0368.The modeled gravity was interpolated from observed gravity values.
 AB0368
 AB0368;                    North         East    Units  Estimated Accuracy
 AB0368;SPC TX S     - 5,066,460.      402,080.      MT  (+/- 180 meters Scaled)
 AB0368
 AB0368                          SUPERSEDED SURVEY CONTROL
 AB0368
 AB0368  NGVD 29 (??/??/92)    5.526  (m)           18.13   (f) ADJ UNCH    2 0
 AB0368
 AB0368.Superseded values are not recommended for survey control.
 AB0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0368.See file dsdata.txt to determine how the superseded data were derived.
 AB0368
 AB0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ519056(NAD 83)
 AB0368_MARKER: DB = BENCH MARK DISK
 AB0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0368_STAMPING: P 675 1942
 AB0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0368+STABILITY: SURFACE MOTION
 AB0368
 AB0368  HISTORY     - Date     Condition        Report By
 AB0368  HISTORY     - 1942     MONUMENTED       CGS
 AB0368  HISTORY     - 1950     POOR             NGS
 AB0368
 AB0368                          STATION DESCRIPTION
 AB0368
 AB0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0368'0.9 MI E FROM RIO HONDO.
 AB0368'IT WAS REPORTED THAT THE POST HAD PROBABLY BEEN STRUCK BY A TRACTOR
 AB0368'BECAUSE IT IS NOW LOOSE IN THE GROUND AND TILTED SLIGHTLY TO THE
 AB0368'SOUTH.  0.9 MILES EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT
 AB0368'RIO HONDO, CAMERON COUNTY, 2.1 EAST ALONG A PAVED ROAD, 3.0 MILES
 AB0368'NORTH ALONG FARM MARKET ROAD 106, AND 2.0 MILES EAST ALONG A ROAD. AT
 AB0368'A JOG IN A RIGHT-OF-WAY FENCE, 40 FEET SOUTH OF AND 1 FOOT LOWER THAN
 AB0368'THE CENTERLINE OF THE ROAD, 3 FEET WEST OF THE CORNER FENCE POST, AND
 AB0368'3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 AB0368'P 675 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AB0368'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0334 ***********************************************************************
 AB0334  DESIGNATION -  P 676
 AB0334  PID         -  AB0334
 AB0334  STATE/COUNTY-  TX/CAMERON
 AB0334  USGS QUAD   -  THREE ISLANDS (1983)
 AB0334
 AB0334                         *CURRENT SURVEY CONTROL
 AB0334  ___________________________________________________________________
 AB0334* NAD 83(1986)-  26 19 04.     (N)    097 21 52.     (W)     SCALED    
 AB0334* NAVD 88     -         3.923  (meters)      12.87   (feet)  ADJUSTED  
 AB0334  ___________________________________________________________________
 AB0334  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 AB0334  DYNAMIC HT  -           3.917 (meters)      12.85  (feet)  COMP
 AB0334  MODELED GRAV-     979,069.7   (mgal)                       NAVD 88
 AB0334
 AB0334  VERT ORDER  -  SECOND    CLASS 0
 AB0334
 AB0334.The horizontal coordinates were scaled from a topographic map and have
 AB0334.an estimated accuracy of +/- 6 seconds.
 AB0334
 AB0334.The orthometric height was determined by differential leveling
 AB0334.and adjusted by the National Geodetic Survey in June 1991..
 AB0334
 AB0334.The geoid height was determined by GEOID03.
 AB0334
 AB0334.The dynamic height is computed by dividing the NAVD 88
 AB0334.geopotential number by the normal gravity value computed on the
 AB0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0334.degrees latitude (g = 980.6199 gals.).
 AB0334
 AB0334.The modeled gravity was interpolated from observed gravity values.
 AB0334
 AB0334;                    North         East    Units  Estimated Accuracy
 AB0334;SPC TX S     - 5,072,650.      413,380.      MT  (+/- 180 meters Scaled)
 AB0334
 AB0334                          SUPERSEDED SURVEY CONTROL
 AB0334
 AB0334  NGVD 29 (??/??/92)    4.026  (m)           13.21   (f) ADJ UNCH    2 0
 AB0334
 AB0334.Superseded values are not recommended for survey control.
 AB0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0334.See file dsdata.txt to determine how the superseded data were derived.
 AB0334
 AB0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ632119(NAD 83)
 AB0334_MARKER: DB = BENCH MARK DISK
 AB0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0334_STAMPING: P 676 1942
 AB0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0334+STABILITY: SURFACE MOTION
 AB0334
 AB0334  HISTORY     - Date     Condition        Report By
 AB0334  HISTORY     - 1942     MONUMENTED       CGS
 AB0334  HISTORY     - 1962     GOOD             NGS
 AB0334  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0334  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0334
 AB0334                          STATION DESCRIPTION
 AB0334
 AB0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0334'3.1 MI E FROM RIO HONDO.
 AB0334'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0334'MISSOURI PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0334'EAST ALONG A PAVED ROAD, 5.2 MILES NORTH ALONG A ROAD, 0.4 MILE WEST
 AB0334'ALONG A ROAD, AND 3.7 MILES NORTH ALONG A ROAD.  ON THE BOUNDARY LINE
 AB0334'OF A U.S. FISH AND WILDLIFE SERVICE GAME REFUGE, AT A ROAD JUNCTION,
 AB0334'17 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 14 FEET
 AB0334'NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, AND 3.6 FEET EAST OF
 AB0334'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED P 676 1942 AND
 AB0334'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 0.4 FOOT
 AB0334'ABOVE GROUND.
 AB0334
 AB0334                          STATION RECOVERY (1991)
 AB0334
 AB0334'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0334'MARK NOT FOUND.
 AB0334
 AB0334                          STATION RECOVERY (1993)
 AB0334
 AB0334'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0604 ***********************************************************************
 AB0604  DESIGNATION -  P 677
 AB0604  PID         -  AB0604
 AB0604  STATE/COUNTY-  TX/CAMERON
 AB0604  USGS QUAD   -  HARLINGEN (1983)
 AB0604
 AB0604                         *CURRENT SURVEY CONTROL
 AB0604  ___________________________________________________________________
 AB0604* NAD 83(1986)-  26 08 05.     (N)    097 37 46.     (W)     SCALED    
 AB0604* NAVD 88     -        13.246  (meters)      43.46   (feet)  ADJUSTED  
 AB0604  ___________________________________________________________________
 AB0604  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 AB0604  DYNAMIC HT  -          13.225 (meters)      43.39  (feet)  COMP
 AB0604  MODELED GRAV-     979,034.0   (mgal)                       NAVD 88
 AB0604
 AB0604  VERT ORDER  -  SECOND    CLASS 0
 AB0604
 AB0604.The horizontal coordinates were scaled from a topographic map and have
 AB0604.an estimated accuracy of +/- 6 seconds.
 AB0604
 AB0604.The orthometric height was determined by differential leveling
 AB0604.and adjusted by the National Geodetic Survey in June 1991..
 AB0604
 AB0604.The geoid height was determined by GEOID03.
 AB0604
 AB0604.The dynamic height is computed by dividing the NAVD 88
 AB0604.geopotential number by the normal gravity value computed on the
 AB0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0604.degrees latitude (g = 980.6199 gals.).
 AB0604
 AB0604.The modeled gravity was interpolated from observed gravity values.
 AB0604
 AB0604;                    North         East    Units  Estimated Accuracy
 AB0604;SPC TX S     - 5,052,160.      387,060.      MT  (+/- 180 meters Scaled)
 AB0604
 AB0604                          SUPERSEDED SURVEY CONTROL
 AB0604
 AB0604  NGVD 29 (??/??/92)   13.351  (m)           43.80   (f) ADJ UNCH    2 0
 AB0604
 AB0604.Superseded values are not recommended for survey control.
 AB0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0604.See file dsdata.txt to determine how the superseded data were derived.
 AB0604
 AB0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP370913(NAD 83)
 AB0604_MARKER: DB = BENCH MARK DISK
 AB0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0604_SP_SET: BUILDING
 AB0604_STAMPING: P 677 1942
 AB0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0604+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2004
 AB0604
 AB0604  HISTORY     - Date     Condition        Report By
 AB0604  HISTORY     - 1942     MONUMENTED       CGS
 AB0604  HISTORY     - 1987     GOOD             USPSQD
 AB0604  HISTORY     - 1988     GOOD             USPSQD
 AB0604  HISTORY     - 1988     GOOD             USPSQD
 AB0604  HISTORY     - 1988     GOOD             USPSQD
 AB0604  HISTORY     - 20040110 GOOD             GEOCAC
 AB0604
 AB0604                          STATION DESCRIPTION
 AB0604
 AB0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0604'IN SAN BENITO.
 AB0604'BENCH MARK IS SET VERTICALLY IN THE FRONT WALL OF THE POST OFFICE. IT
 AB0604'IS 4.8 FEET ABOVE THE GROUND.  AND 0.7 FOOT NORTHEAST OF THE SOUTHEAST
 AB0604'CORNER OF THE BUILDING.  AND IN THE FIRST COURSE OF BRICK JUST ABOVE
 AB0604'THE CORNERSTONE.  A STANDARD DISK, STAMPED P 677 1942 AND SET IN A
 AB0604'DRILL HOLE.
 AB0604
 AB0604                          STATION RECOVERY (1987)
 AB0604
 AB0604'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0604'RECOVERED IN GOOD CONDITION.
 AB0604
 AB0604                          STATION RECOVERY (1988)
 AB0604
 AB0604'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0604'RECOVERED IN GOOD CONDITION.
 AB0604
 AB0604                          STATION RECOVERY (1988)
 AB0604
 AB0604'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0604'RECOVERED IN GOOD CONDITION.
 AB0604
 AB0604                          STATION RECOVERY (1988)
 AB0604
 AB0604'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0604'RECOVERED IN GOOD CONDITION.
 AB0604
 AB0604                          STATION RECOVERY (2004)
 AB0604
 AB0604'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0210 ***********************************************************************
 AB0210  DESIGNATION -  P 678
 AB0210  PID         -  AB0210
 AB0210  STATE/COUNTY-  TX/CAMERON
 AB0210  USGS QUAD   -  LOS FRESNOS (1983)
 AB0210
 AB0210                         *CURRENT SURVEY CONTROL
 AB0210  ___________________________________________________________________
 AB0210* NAD 83(1986)-  26 02 30.     (N)    097 24 05.     (W)     SCALED    
 AB0210* NAVD 88     -         2.638  (meters)       8.65   (feet)  ADJUSTED  
 AB0210  ___________________________________________________________________
 AB0210  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB0210  DYNAMIC HT  -           2.634 (meters)       8.64  (feet)  COMP
 AB0210  MODELED GRAV-     979,048.4   (mgal)                       NAVD 88
 AB0210
 AB0210  VERT ORDER  -  FIRST     CLASS II
 AB0210
 AB0210.The horizontal coordinates were scaled from a topographic map and have
 AB0210.an estimated accuracy of +/- 6 seconds.
 AB0210
 AB0210.The orthometric height was determined by differential leveling
 AB0210.and adjusted by the National Geodetic Survey in June 1991..
 AB0210.WARNING-Repeat measurements at this control monument indicate possible
 AB0210.vertical movement.
 AB0210
 AB0210.The geoid height was determined by GEOID03.
 AB0210
 AB0210.The dynamic height is computed by dividing the NAVD 88
 AB0210.geopotential number by the normal gravity value computed on the
 AB0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0210.degrees latitude (g = 980.6199 gals.).
 AB0210
 AB0210.The modeled gravity was interpolated from observed gravity values.
 AB0210
 AB0210;                    North         East    Units  Estimated Accuracy
 AB0210;SPC TX S     - 5,042,030.      409,950.      MT  (+/- 180 meters Scaled)
 AB0210
 AB0210                          SUPERSEDED SURVEY CONTROL
 AB0210
 AB0210.No superseded survey control is available for this station.
 AB0210
 AB0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP599812(NAD 83)
 AB0210_MARKER: DB = BENCH MARK DISK
 AB0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0210_STAMPING: P 678 1942
 AB0210_MARK LOGO: CGS   
 AB0210_PROJECTION: PROJECTING 15 CENTIMETERS
 AB0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0210+STABILITY: SURFACE MOTION
 AB0210
 AB0210  HISTORY     - Date     Condition        Report By
 AB0210  HISTORY     - 1942     MONUMENTED       CGS
 AB0210  HISTORY     - 1955     GOOD             USGS
 AB0210  HISTORY     - 1982     GOOD             NGS
 AB0210  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0210  HISTORY     - 19910306 GOOD             USPSQD
 AB0210
 AB0210                          STATION DESCRIPTION
 AB0210
 AB0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0210'7.8 MI SE FROM LOS FRESNOS.
 AB0210'5.8 MILES EAST ALONG STATE HIGHWAY 100 FROM THE INTERSECTION OF
 AB0210'PAREDES LINE ROAD AT LOS FRESNOS, CAMERON COUNTY, THENCE 2.0 MILES
 AB0210'SOUTHWEST ALONG THE BROWNSVILLE-PORT ISABEL ROAD, 0.5 MILE SOUTHWEST
 AB0210'OF A CATTLE GUARD, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 AB0210'2.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A
 AB0210'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AB0210'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0210
 AB0210                          STATION RECOVERY (1955)
 AB0210
 AB0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AB0210'RECOVERED IN GOOD CONDITION.
 AB0210
 AB0210                          STATION RECOVERY (1982)
 AB0210
 AB0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0210'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0210'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB0210'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB0210'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE 4.0 KM
 AB0210'(2.5 MI) NORTH ALONG ROBINDALE ROAD, THENCE 2.6 KM (1.6 MI) NORTH
 AB0210'NORTHEAST ALONG OLD PORT ISABEL ROAD TO THE JUNCTION OF STATE HIGHWAY
 AB0210'511, THENCE 8.4 KM (5.25 MI) NORTH NORTHEAST ALONG OLD PORT ISABEL
 AB0210'ROAD AT A POINT 0.7 KM (0.45 MI) NORTH NORTHEAST OF A GAS PIPELINE
 AB0210'CROSSING (SEADRIFT PIPELINE CORPORATION), 0.7 KM (0.45 MI) SOUTH
 AB0210'SOUTHWEST OF AN IRON PIPE CATTLE GUARD, 9.1 METERS (30.0 FT) EAST
 AB0210'SOUTHEAST OF THE CENTER OF OLD PORT ISABEL ROAD, AND 0.9 METER
 AB0210'(3.0 FT) NORTH NORTHEAST OF A 4 X 4 INCH WOODEN POST.
 AB0210'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AB0210'THE MARK IS ABOVE LEVEL WITH OLD PORT ISABEL ROAD.
 AB0210
 AB0210                          STATION RECOVERY (1987)
 AB0210
 AB0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AB0210'MARK NOT FOUND.
 AB0210
 AB0210                          STATION RECOVERY (1991)
 AB0210
 AB0210'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0097 ***********************************************************************
 AB0097  DESIGNATION -  P 679
 AB0097  PID         -  AB0097
 AB0097  STATE/COUNTY-  TX/CAMERON
 AB0097  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0097
 AB0097                         *CURRENT SURVEY CONTROL
 AB0097  ___________________________________________________________________
 AB0097* NAD 83(1986)-  25 56 19.     (N)    097 24 26.     (W)     SCALED    
 AB0097* NAVD 88     -         3.780  (meters)      12.40   (feet)  ADJUSTED  
 AB0097  ___________________________________________________________________
 AB0097  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AB0097  DYNAMIC HT  -           3.774 (meters)      12.38  (feet)  COMP
 AB0097  MODELED GRAV-     979,039.0   (mgal)                       NAVD 88
 AB0097
 AB0097  VERT ORDER  -  SECOND    CLASS 0
 AB0097
 AB0097.The horizontal coordinates were scaled from a topographic map and have
 AB0097.an estimated accuracy of +/- 6 seconds.
 AB0097
 AB0097.The orthometric height was determined by differential leveling
 AB0097.and adjusted by the National Geodetic Survey in June 1991..
 AB0097
 AB0097.The geoid height was determined by GEOID03.
 AB0097
 AB0097.The dynamic height is computed by dividing the NAVD 88
 AB0097.geopotential number by the normal gravity value computed on the
 AB0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0097.degrees latitude (g = 980.6199 gals.).
 AB0097
 AB0097.The modeled gravity was interpolated from observed gravity values.
 AB0097
 AB0097;                    North         East    Units  Estimated Accuracy
 AB0097;SPC TX S     - 5,030,610.      409,470.      MT  (+/- 180 meters Scaled)
 AB0097
 AB0097                          SUPERSEDED SURVEY CONTROL
 AB0097
 AB0097  NGVD 29 (??/??/92)    3.876  (m)           12.72   (f) ADJ UNCH    2 0
 AB0097
 AB0097.Superseded values are not recommended for survey control.
 AB0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0097.See file dsdata.txt to determine how the superseded data were derived.
 AB0097
 AB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP594698(NAD 83)
 AB0097_MARKER: DB = BENCH MARK DISK
 AB0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0097_SP_SET: CULVERT
 AB0097_STAMPING: P 679 1942
 AB0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0097
 AB0097  HISTORY     - Date     Condition        Report By
 AB0097  HISTORY     - 1942     MONUMENTED       CGS
 AB0097  HISTORY     - 1955     MARK NOT FOUND   NGS
 AB0097  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0097
 AB0097                          STATION DESCRIPTION
 AB0097
 AB0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 AB0097'1.2 MI S FROM PORT BROWNSVILLE.
 AB0097'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 48 FROM THE OFFICE OF THE
 AB0097'HARBOR MASTER AT PORT BROWNSVILLE, CAMERON COUNTY, THENCE 0.9 MILE
 AB0097'SOUTH ALONG FARM ROAD 511.  AT A ROAD INTERSECTION, 40 FEET NORTH OF
 AB0097'THE CENTER LINE OF THE EAST-AND-WEST ROAD, 27 FEET WEST OF THE CENTER
 AB0097'LINE OF THE NORTH-AND-SOUTH ROAD, AT A CONCRETE CULVERT UNDER THE
 AB0097'NORTH-AND-SOUTH ROAD, IN THE TOP OF THE SOUTH END OF THE WEST
 AB0097'HEADWALL, AND ABOUT 5 FEET BELOW THE LEVEL OF THE NORTH-AND-SOUTH
 AB0097'ROAD.  A STANDARD DISK, STAMPED P 679 1942.
 AB0097
 AB0097                          STATION RECOVERY (1990)
 AB0097
 AB0097'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0036 ***********************************************************************
 BY0036  DESIGNATION -  P 68
 BY0036  PID         -  BY0036
 BY0036  STATE/COUNTY-  TX/NACOGDOCHES
 BY0036  USGS QUAD   -  GARRISON EAST (1984)
 BY0036
 BY0036                         *CURRENT SURVEY CONTROL
 BY0036  ___________________________________________________________________
 BY0036* NAD 83(1986)-  31 48 52.     (N)    094 29 52.     (W)     SCALED    
 BY0036* NAVD 88     -       115.202  (meters)     377.96   (feet)  ADJUSTED  
 BY0036  ___________________________________________________________________
 BY0036  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY0036  DYNAMIC HT  -         115.062 (meters)     377.50  (feet)  COMP
 BY0036  MODELED GRAV-     979,423.9   (mgal)                       NAVD 88
 BY0036
 BY0036  VERT ORDER  -  FIRST     CLASS II
 BY0036
 BY0036.The horizontal coordinates were scaled from a topographic map and have
 BY0036.an estimated accuracy of +/- 6 seconds.
 BY0036
 BY0036.The orthometric height was determined by differential leveling
 BY0036.and adjusted by the National Geodetic Survey in June 1991..
 BY0036
 BY0036.The geoid height was determined by GEOID03.
 BY0036
 BY0036.The dynamic height is computed by dividing the NAVD 88
 BY0036.geopotential number by the normal gravity value computed on the
 BY0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0036.degrees latitude (g = 980.6199 gals.).
 BY0036
 BY0036.The modeled gravity was interpolated from observed gravity values.
 BY0036
 BY0036;                    North         East    Units  Estimated Accuracy
 BY0036;SPC TX C     - 3,252,590.    1,252,260.      MT  (+/- 180 meters Scaled)
 BY0036
 BY0036                          SUPERSEDED SURVEY CONTROL
 BY0036
 BY0036  NGVD 29 (??/??/92)  115.213  (m)          377.99   (f) ADJ UNCH    1 2
 BY0036
 BY0036.Superseded values are not recommended for survey control.
 BY0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0036.See file dsdata.txt to determine how the superseded data were derived.
 BY0036
 BY0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR582208(NAD 83)
 BY0036_MARKER: Q = CHISELED SQUARE
 BY0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0036_SP_SET: CULVERT
 BY0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0036
 BY0036  HISTORY     - Date     Condition        Report By
 BY0036  HISTORY     - 1949     MONUMENTED       CGS
 BY0036  HISTORY     - 1957     MARK NOT FOUND   USGS
 BY0036  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0036
 BY0036                          STATION DESCRIPTION
 BY0036
 BY0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0036'0.9 MI SW FROM GARRISON.
 BY0036'0.9 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0036'STATION AT GARRISON, 0.3 MILE SOUTHWEST OF JUNCTION OF OLD HIGHWAY AND
 BY0036'NEW U. S. HIGHWAY 59 AND POINT WHERE THE NEW HIGHWAY MAKES TURN AWAY
 BY0036'FROM RAILROAD, 0.1 MILE SOUTHWEST OF CROSSING OF DIRT ROAD AND
 BY0036'RAILROAD, 59.0 FEET SOUTHEAST OF CENTER LINE OF ROAD (OLD HIGHWAY),
 BY0036'8.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, ON THE BRICK
 BY0036'COPING FOR HEADWALL AT NORTHWEST END OF GALVANIZED PIPE CULVERT UNDER
 BY0036'RAILROAD, 1.0 FOOT SOUTHEAST OF NORTHWEST END OF CULVERT, AND DIRECTLY
 BY0036'ABOVE THE CENTER OF THE CULVERT.  NOTE-- THE CULVERT IN WHICH THE MARK
 BY0036'WAS SET HAS APPARENTLY BEEN REBUILT (AND THE MARK COULD NOT BE FOUND.)
 BY0036
 BY0036                          STATION RECOVERY (1957)
 BY0036
 BY0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BY0036'MARK NOT FOUND.
 BY0036
 BY0036                          STATION RECOVERY (1998)
 BY0036
 BY0036'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0888 ***********************************************************************
 AB0888  DESIGNATION -  P 681
 AB0888  PID         -  AB0888
 AB0888  STATE/COUNTY-  TX/CAMERON
 AB0888  USGS QUAD   -  LA PALOMA (1970)
 AB0888
 AB0888                         *CURRENT SURVEY CONTROL
 AB0888  ___________________________________________________________________
 AB0888* NAD 83(1986)-  26 02 43.     (N)    097 42 36.     (W)     SCALED    
 AB0888* NAVD 88     -        16.585  (meters)      54.41   (feet)  ADJUSTED  
 AB0888  ___________________________________________________________________
 AB0888  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AB0888  DYNAMIC HT  -          16.558 (meters)      54.32  (feet)  COMP
 AB0888  MODELED GRAV-     979,019.6   (mgal)                       NAVD 88
 AB0888
 AB0888  VERT ORDER  -  SECOND    CLASS 0
 AB0888
 AB0888.The horizontal coordinates were scaled from a topographic map and have
 AB0888.an estimated accuracy of +/- 6 seconds.
 AB0888
 AB0888.The orthometric height was determined by differential leveling
 AB0888.and adjusted by the National Geodetic Survey in June 1991..
 AB0888
 AB0888.The geoid height was determined by GEOID03.
 AB0888
 AB0888.The dynamic height is computed by dividing the NAVD 88
 AB0888.geopotential number by the normal gravity value computed on the
 AB0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0888.degrees latitude (g = 980.6199 gals.).
 AB0888
 AB0888.The modeled gravity was interpolated from observed gravity values.
 AB0888
 AB0888;                    North         East    Units  Estimated Accuracy
 AB0888;SPC TX S     - 5,042,200.      379,070.      MT  (+/- 180 meters Scaled)
 AB0888
 AB0888                          SUPERSEDED SURVEY CONTROL
 AB0888
 AB0888  NGVD 29 (??/??/92)   16.688  (m)           54.75   (f) ADJ UNCH    2 0
 AB0888
 AB0888.Superseded values are not recommended for survey control.
 AB0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0888.See file dsdata.txt to determine how the superseded data were derived.
 AB0888
 AB0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP290813(NAD 83)
 AB0888_MARKER: DD = SURVEY DISK
 AB0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0888_SP_SET: CULVERT
 AB0888_STAMPING: P 681 1942
 AB0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0888
 AB0888  HISTORY     - Date     Condition        Report By
 AB0888  HISTORY     - 1942     MONUMENTED
 AB0888  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0888  HISTORY     - 19910324 MARK NOT FOUND   USPSQD
 AB0888  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0888
 AB0888                          STATION DESCRIPTION
 AB0888
 AB0888'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0888'0.9 MI W FROM LANDRUM.
 AB0888'0.9 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0888'LANDRUM, CAMERON COUNTY, 73.3 FEET NORTHWEST OF REA CO-OP POLE NO.
 AB0888'15V78, NEAR TWO IRRIGATION DITCHES, AT A CONCRETE-BOX CULVERT UNDER
 AB0888'THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL, 16
 AB0888'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 AB0888'HIGHER THAN THE HIGHWAY.
 AB0888
 AB0888                          STATION RECOVERY (1991)
 AB0888
 AB0888'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0888'MARK NOT FOUND.
 AB0888
 AB0888                          STATION RECOVERY (1993)
 AB0888
 AB0888'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0777 ***********************************************************************
 AB0777  DESIGNATION -  P 682
 AB0777  PID         -  AB0777
 AB0777  STATE/COUNTY-  TX/CAMERON
 AB0777  USGS QUAD   -  LA FERIA (1970)
 AB0777
 AB0777                         *CURRENT SURVEY CONTROL
 AB0777  ___________________________________________________________________
 AB0777* NAD 83(1986)-  26 09 47.     (N)    097 48 35.     (W)     SCALED    
 AB0777* NAVD 88     -        16.492  (meters)      54.11   (feet)  ADJUSTED  
 AB0777  ___________________________________________________________________
 AB0777  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AB0777  DYNAMIC HT  -          16.465 (meters)      54.02  (feet)  COMP
 AB0777  MODELED GRAV-     979,024.4   (mgal)                       NAVD 88
 AB0777
 AB0777  VERT ORDER  -  FIRST     CLASS II
 AB0777
 AB0777.The horizontal coordinates were scaled from a topographic map and have
 AB0777.an estimated accuracy of +/- 6 seconds.
 AB0777
 AB0777.The orthometric height was determined by differential leveling
 AB0777.and adjusted by the National Geodetic Survey in June 1991..
 AB0777
 AB0777.The geoid height was determined by GEOID03.
 AB0777
 AB0777.The dynamic height is computed by dividing the NAVD 88
 AB0777.geopotential number by the normal gravity value computed on the
 AB0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0777.degrees latitude (g = 980.6199 gals.).
 AB0777
 AB0777.The modeled gravity was interpolated from observed gravity values.
 AB0777
 AB0777;                    North         East    Units  Estimated Accuracy
 AB0777;SPC TX S     - 5,055,190.      369,010.      MT  (+/- 180 meters Scaled)
 AB0777
 AB0777                          SUPERSEDED SURVEY CONTROL
 AB0777
 AB0777.No superseded survey control is available for this station.
 AB0777
 AB0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP189942(NAD 83)
 AB0777_MARKER: DB = BENCH MARK DISK
 AB0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0777_SP_SET: CULVERT
 AB0777_STAMPING: P 682 1942
 AB0777_MARK LOGO: CGS   
 AB0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0777+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2004
 AB0777
 AB0777  HISTORY     - Date     Condition        Report By
 AB0777  HISTORY     - 1942     MONUMENTED       CGS
 AB0777  HISTORY     - 1943     GOOD             NGS
 AB0777  HISTORY     - 1981     GOOD             NGS
 AB0777  HISTORY     - 1987     GOOD             USPSQD
 AB0777  HISTORY     - 1988     GOOD             USPSQD
 AB0777  HISTORY     - 1988     GOOD             USPSQD
 AB0777  HISTORY     - 19910416 GOOD             USPSQD
 AB0777  HISTORY     - 19930123 GOOD             USPSQD
 AB0777  HISTORY     - 20040127 GOOD             GEOCAC
 AB0777
 AB0777                          STATION DESCRIPTION
 AB0777
 AB0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0777'1.0 MI E FROM LA FERIA.
 AB0777'BENCH MARK IS ABOUT ONE MILE EASTERLY ALONG THE MISSOURI PACIFIC
 AB0777'RAILROAD FROM THE OLD CAMERON COUNTY BANK BUILDING AT LA FERIA.  IT IS
 AB0777'NEAR A GRADE CROSSING, 50.0 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE
 AB0777'CENTERLINE OF THE TRACKS, 30.0 FEET NORTH OF THE CENTERLINE OF U.S.
 AB0777'HIGHWAY NO. 83 AND IS SET HORIZONTALLY IN THE WEST END OF THE NORTH
 AB0777'HEADWALL OF A DOUBLE PIPE CULVERT UNDER THE HIGHWAY.  A DISK SET IN
 AB0777'DRILL HOLE.
 AB0777
 AB0777                          STATION RECOVERY (1981)
 AB0777
 AB0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0777'1.4 KM (0.9 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB0777'OF FARM ROAD 506 IN LA FERIA, AT THE JUNCTION OF BEDDOES ROAD, SET IN
 AB0777'THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 AB0777'9.1 METERS (30.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0777'8.5 METERS (28.0 FT) EAST OF THE CENTER OF THE ROAD, 14.9 METERS
 AB0777'(49.0 FT) SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC RAILROAD.
 AB0777
 AB0777                          STATION RECOVERY (1987)
 AB0777
 AB0777'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0777'RECOVERED IN GOOD CONDITION.
 AB0777
 AB0777                          STATION RECOVERY (1988)
 AB0777
 AB0777'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0777'RECOVERED IN GOOD CONDITION.
 AB0777
 AB0777                          STATION RECOVERY (1988)
 AB0777
 AB0777'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0777'RECOVERED IN GOOD CONDITION.
 AB0777
 AB0777                          STATION RECOVERY (1991)
 AB0777
 AB0777'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0777'RECOVERED IN GOOD CONDITION.
 AB0777
 AB0777                          STATION RECOVERY (1993)
 AB0777
 AB0777'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0777'RECOVERED IN GOOD CONDITION.
 AB0777
 AB0777                          STATION RECOVERY (2004)
 AB0777
 AB0777'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0266 ***********************************************************************
 AE0266  DESIGNATION -  P 684
 AE0266  PID         -  AE0266
 AE0266  STATE/COUNTY-  TX/HIDALGO
 AE0266  USGS QUAD   -  LAS MILPAS (1983)
 AE0266
 AE0266                         *CURRENT SURVEY CONTROL
 AE0266  ___________________________________________________________________
 AE0266* NAD 83(1986)-  26 05 39.     (N)    098 12 02.     (W)     SCALED    
 AE0266* NAVD 88     -        28.524  (meters)      93.58   (feet)  POSTED    
 AE0266  ___________________________________________________________________
 AE0266  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AE0266  DYNAMIC HT  -          28.480 (meters)      93.44  (feet)  COMP
 AE0266  MODELED GRAV-     978,980.9   (mgal)                       NAVD 88
 AE0266
 AE0266  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0266
 AE0266.The horizontal coordinates were scaled from a topographic map and have
 AE0266.an estimated accuracy of +/- 6 seconds.
 AE0266
 AE0266.The orthometric height was determined by differential leveling
 AE0266.and adjusted by the National Geodetic Survey in 1992..
 AE0266.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0266.rate of 0.0 thru 1.0 mm/km.
 AE0266
 AE0266.The geoid height was determined by GEOID03.
 AE0266
 AE0266.The dynamic height is computed by dividing the NAVD 88
 AE0266.geopotential number by the normal gravity value computed on the
 AE0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0266.degrees latitude (g = 980.6199 gals.).
 AE0266
 AE0266.The modeled gravity was interpolated from observed gravity values.
 AE0266
 AE0266;                    North         East    Units  Estimated Accuracy
 AE0266;SPC TX S     - 5,047,400.      329,960.      MT  (+/- 180 meters Scaled)
 AE0266
 AE0266                          SUPERSEDED SURVEY CONTROL
 AE0266
 AE0266  NGVD 29 (??/??/92)   28.638  (m)           93.96   (f) ADJ UNCH    2 0
 AE0266
 AE0266.Superseded values are not recommended for survey control.
 AE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0266.See file dsdata.txt to determine how the superseded data were derived.
 AE0266
 AE0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP799863(NAD 83)
 AE0266_MARKER: DD = SURVEY DISK
 AE0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0266_SP_SET: CULVERT
 AE0266_STAMPING: P 684 1942
 AE0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0266
 AE0266  HISTORY     - Date     Condition        Report By
 AE0266  HISTORY     - 1942     MONUMENTED
 AE0266  HISTORY     - 1942     GOOD             NGS
 AE0266
 AE0266                          STATION DESCRIPTION
 AE0266
 AE0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0266'7.2 MI S FROM PHARR.
 AE0266'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT PHARR, PROCEED
 AE0266'6.9 MILES SOUTHERLY ALONG U.S. HIGHWAY NO. 281 TO A CURVE IN THE
 AE0266'HIGHWAY TO THE WEST AND THE INTERSECTION OF A GRAVEL ROAD LEADING
 AE0266'SOUTH, THENCE 0.3 MILE SOUTHERLY ALONG A GRAVEL ROAD TO THE
 AE0266'INTERSECTION OF THE MILITARY ROAD AND SITE OF BENCH MARK.  BENCH MARK
 AE0266'IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE SOUTH HEADWALL OF A
 AE0266'3X3 FOOT CONCRETE BOX CULVERT UNDER THE MILITARY ROAD.  IT IS 27.0
 AE0266'FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD RUNNING NORTH AND SOUTH,
 AE0266'15.3 FEET SOUTH OF AND ABOUT 1.5 FOOT ABOVE THE CENTERLINE OF THE
 AE0266'MILITARY ROAD, 13.4 FEET NORTH OF R.E.A. CO-OP POLE NO. 4-119.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0297 ***********************************************************************
 AE0297  DESIGNATION -  P 685
 AE0297  PID         -  AE0297
 AE0297  STATE/COUNTY-  TX/HIDALGO
 AE0297  USGS QUAD   -  LA JOYA (1982)
 AE0297
 AE0297                         *CURRENT SURVEY CONTROL
 AE0297  ___________________________________________________________________
 AE0297* NAD 83(1986)-  26 11 48.     (N)    098 24 20.     (W)     SCALED    
 AE0297* NAVD 88     -        35.813  (meters)     117.50   (feet)  POSTED    
 AE0297  ___________________________________________________________________
 AE0297  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0297  DYNAMIC HT  -          35.750 (meters)     117.29  (feet)  COMP
 AE0297  MODELED GRAV-     978,990.0   (mgal)                       NAVD 88
 AE0297
 AE0297  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0297
 AE0297.The horizontal coordinates were scaled from a topographic map and have
 AE0297.an estimated accuracy of +/- 6 seconds.
 AE0297
 AE0297.The orthometric height was determined by differential leveling
 AE0297.and adjusted by the National Geodetic Survey in 1992..
 AE0297.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0297.rate of 0.0 thru 1.0 mm/km.
 AE0297
 AE0297.The geoid height was determined by GEOID03.
 AE0297
 AE0297.The dynamic height is computed by dividing the NAVD 88
 AE0297.geopotential number by the normal gravity value computed on the
 AE0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0297.degrees latitude (g = 980.6199 gals.).
 AE0297
 AE0297.The modeled gravity was interpolated from observed gravity values.
 AE0297
 AE0297;                    North         East    Units  Estimated Accuracy
 AE0297;SPC TX S     - 5,058,730.      309,440.      MT  (+/- 180 meters Scaled)
 AE0297
 AE0297                          SUPERSEDED SURVEY CONTROL
 AE0297
 AE0297  NGVD 29 (??/??/92)   35.920  (m)          117.85   (f) ADJ UNCH    2 0
 AE0297
 AE0297.Superseded values are not recommended for survey control.
 AE0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0297.See file dsdata.txt to determine how the superseded data were derived.
 AE0297
 AE0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP593976(NAD 83)
 AE0297_MARKER: DB = BENCH MARK DISK
 AE0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0297_STAMPING: P 685 1942
 AE0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0297+STABILITY: SURFACE MOTION
 AE0297
 AE0297  HISTORY     - Date     Condition        Report By
 AE0297  HISTORY     - 1942     MONUMENTED       CGS
 AE0297  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0297
 AE0297                          STATION DESCRIPTION
 AE0297
 AE0297'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0297'0.4 MI E FROM OJO DE AGUA (ABRAM).
 AE0297'0.4 MILE EAST ALONG OLD MILITARY ROAD FROM THE GENERAL STORE AT OJO DE
 AE0297'AGUA (ABRAM), HIDALGO COUNTY, 0.2 MILE NORTH ACROSS A CLEARED FIELD
 AE0297'FROM THE NORTHEAST CORNER OF THE PUBLIC SCHOOL, AT THE JUNCTION OF A
 AE0297'DIRT ROAD LEADING NORTH, 45 FEET NORTH OF THE CENTERLINE OF OLD
 AE0297'MILITARY ROAD, 40 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 3 FEET
 AE0297'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE CORNER, 3 FEET EAST OF A
 AE0297'WHITE WOODEN WITNESS POST, AND LEVEL WITH OLD MILITARY ROAD, SET IN
 AE0297'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0526 ***********************************************************************
 AE0526  DESIGNATION -  P 686
 AE0526  PID         -  AE0526
 AE0526  STATE/COUNTY-  TX/HIDALGO
 AE0526  USGS QUAD   -  ALTON (1963)
 AE0526
 AE0526                         *CURRENT SURVEY CONTROL
 AE0526  ___________________________________________________________________
 AE0526* NAD 83(1986)-  26 19 49.     (N)    098 18 23.     (W)     SCALED    
 AE0526* NAVD 88     -        51.535  (meters)     169.08   (feet)  ADJUSTED  
 AE0526  ___________________________________________________________________
 AE0526  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE0526  DYNAMIC HT  -          51.450 (meters)     168.80  (feet)  COMP
 AE0526  MODELED GRAV-     979,004.2   (mgal)                       NAVD 88
 AE0526
 AE0526  VERT ORDER  -  SECOND    CLASS 0
 AE0526
 AE0526.The horizontal coordinates were scaled from a topographic map and have
 AE0526.an estimated accuracy of +/- 6 seconds.
 AE0526
 AE0526.The orthometric height was determined by differential leveling
 AE0526.and adjusted by the National Geodetic Survey in June 1991..
 AE0526
 AE0526.The geoid height was determined by GEOID03.
 AE0526
 AE0526.The dynamic height is computed by dividing the NAVD 88
 AE0526.geopotential number by the normal gravity value computed on the
 AE0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0526.degrees latitude (g = 980.6199 gals.).
 AE0526
 AE0526.The modeled gravity was interpolated from observed gravity values.
 AE0526
 AE0526;                    North         East    Units  Estimated Accuracy
 AE0526;SPC TX S     - 5,073,540.      319,330.      MT  (+/- 180 meters Scaled)
 AE0526
 AE0526                          SUPERSEDED SURVEY CONTROL
 AE0526
 AE0526  NGVD 29 (??/??/92)   51.635  (m)          169.41   (f) ADJ UNCH    2 0
 AE0526
 AE0526.Superseded values are not recommended for survey control.
 AE0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0526.See file dsdata.txt to determine how the superseded data were derived.
 AE0526
 AE0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ692124(NAD 83)
 AE0526_MARKER: DB = BENCH MARK DISK
 AE0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0526_STAMPING: P 686 1942
 AE0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0526+STABILITY: SURFACE MOTION
 AE0526
 AE0526  HISTORY     - Date     Condition        Report By
 AE0526  HISTORY     - 1942     MONUMENTED       CGS
 AE0526  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0526
 AE0526                          STATION DESCRIPTION
 AE0526
 AE0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0526'8.2 MI N FROM MISSION.
 AE0526'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY BUILDING AT
 AE0526'MISSION, PROCEED 7.2 MILES NORTHERLY ALONG STATE HIGHWAY NO. 107 TO A
 AE0526'RIGHT ANGLE TURN IN THE HIGHWAY TO THE EAST AND THE INTERSECTION OF A
 AE0526'DIRT ROAD LEADING EAST, THENCE 1.0 MILE NORTHERLY ALONG A DIRT ROAD TO
 AE0526'THE INTERSECTION OF A DIRT CROSS ROAD AND SITE OF BENCH MARK. BENCH
 AE0526'MARK IS BETWEEN THE RAILROAD AND A DIRT ROAD RUNNING NORTH AND SOUTH.
 AE0526'IT IS 34.0 FEET WEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF A
 AE0526'DIRT ROAD RUNNING NORTH AND SOUTH, 19.5 FEET SOUTH OF THE CENTERLINE
 AE0526'OF A DIRT CROSS ROAD, 7.3 FEET SOUTHWEST OF TELEPHONE POLE NO. R2S.
 AE0526'MONUMENT IS 2.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AE0526'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AE0526
 AE0526                          STATION RECOVERY (1962)
 AE0526
 AE0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0756 ***********************************************************************
 AE0756  DESIGNATION -  P 687
 AE0756  PID         -  AE0756
 AE0756  STATE/COUNTY-  TX/STARR
 AE0756  USGS QUAD   -  VIBORAS (1993)
 AE0756
 AE0756                         *CURRENT SURVEY CONTROL
 AE0756  ___________________________________________________________________
 AE0756* NAD 83(1986)-  26 39 20.     (N)    098 51 27.     (W)     SCALED    
 AE0756* NAVD 88     -       105.278  (meters)     345.40   (feet)  ADJUSTED  
 AE0756  ___________________________________________________________________
 AE0756  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE0756  DYNAMIC HT  -         105.104 (meters)     344.83  (feet)  COMP
 AE0756  MODELED GRAV-     978,999.9   (mgal)                       NAVD 88
 AE0756
 AE0756  VERT ORDER  -  SECOND    CLASS 0
 AE0756
 AE0756.The horizontal coordinates were scaled from a topographic map and have
 AE0756.an estimated accuracy of +/- 6 seconds.
 AE0756
 AE0756.The orthometric height was determined by differential leveling
 AE0756.and adjusted by the National Geodetic Survey in June 1991..
 AE0756
 AE0756.The geoid height was determined by GEOID03.
 AE0756
 AE0756.The dynamic height is computed by dividing the NAVD 88
 AE0756.geopotential number by the normal gravity value computed on the
 AE0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0756.degrees latitude (g = 980.6199 gals.).
 AE0756
 AE0756.The modeled gravity was interpolated from observed gravity values.
 AE0756
 AE0756;                    North         East    Units  Estimated Accuracy
 AE0756;SPC TX S     - 5,109,610.      264,410.      MT  (+/- 180 meters Scaled)
 AE0756
 AE0756                          SUPERSEDED SURVEY CONTROL
 AE0756
 AE0756  NGVD 29 (??/??/92)  105.331  (m)          345.57   (f) ADJ UNCH    2 0
 AE0756
 AE0756.Superseded values are not recommended for survey control.
 AE0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0756.See file dsdata.txt to determine how the superseded data were derived.
 AE0756
 AE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ141482(NAD 83)
 AE0756_MARKER: DB = BENCH MARK DISK
 AE0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0756_STAMPING: P 687 1942
 AE0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0756+STABILITY: SURFACE MOTION
 AE0756
 AE0756  HISTORY     - Date     Condition        Report By
 AE0756  HISTORY     - 1942     MONUMENTED       CGS
 AE0756  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0756
 AE0756                          STATION DESCRIPTION
 AE0756
 AE0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0756'5.8 MI N FROM EL SAUZ.
 AE0756'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ, PROCEED 5.8 MILES NORTH
 AE0756'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE
 AE0756'NORTH OF A SMALL WOODEN BRIDGE.  IT IS 0.05 MILE SOUTH OF THE CREST OF
 AE0756'A SMALL HILL, 36.0 FET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0756'CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH
 AE0756'WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
 AE0756
 AE0756                          STATION RECOVERY (1972)
 AE0756
 AE0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0691 ***********************************************************************
 AE0691  DESIGNATION -  P 689
 AE0691  PID         -  AE0691
 AE0691  STATE/COUNTY-  TX/STARR
 AE0691  USGS QUAD   -  SAGUNADA RANCH (1965)
 AE0691
 AE0691                         *CURRENT SURVEY CONTROL
 AE0691  ___________________________________________________________________
 AE0691* NAD 83(1986)-  26 26 17.     (N)    098 41 29.     (W)     SCALED    
 AE0691* NAVD 88     -       108.593  (meters)     356.28   (feet)  ADJUSTED  
 AE0691  ___________________________________________________________________
 AE0691  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0691  DYNAMIC HT  -         108.413 (meters)     355.69  (feet)  COMP
 AE0691  MODELED GRAV-     978,994.3   (mgal)                       NAVD 88
 AE0691
 AE0691  VERT ORDER  -  SECOND    CLASS 0
 AE0691
 AE0691.The horizontal coordinates were scaled from a topographic map and have
 AE0691.an estimated accuracy of +/- 6 seconds.
 AE0691
 AE0691.The orthometric height was determined by differential leveling
 AE0691.and adjusted by the National Geodetic Survey in June 1991..
 AE0691
 AE0691.The geoid height was determined by GEOID03.
 AE0691
 AE0691.The dynamic height is computed by dividing the NAVD 88
 AE0691.geopotential number by the normal gravity value computed on the
 AE0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0691.degrees latitude (g = 980.6199 gals.).
 AE0691
 AE0691.The modeled gravity was interpolated from observed gravity values.
 AE0691
 AE0691;                    North         East    Units  Estimated Accuracy
 AE0691;SPC TX S     - 5,085,480.      280,910.      MT  (+/- 180 meters Scaled)
 AE0691
 AE0691                          SUPERSEDED SURVEY CONTROL
 AE0691
 AE0691  NGVD 29 (??/??/92)  108.654  (m)          356.48   (f) ADJ UNCH    2 0
 AE0691
 AE0691.Superseded values are not recommended for survey control.
 AE0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0691.See file dsdata.txt to determine how the superseded data were derived.
 AE0691
 AE0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ307242(NAD 83)
 AE0691_MARKER: DB = BENCH MARK DISK
 AE0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0691_STAMPING: P 689 1942
 AE0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0691+STABILITY: SURFACE MOTION
 AE0691
 AE0691  HISTORY     - Date     Condition        Report By
 AE0691  HISTORY     - 1942     MONUMENTED       CGS
 AE0691
 AE0691                          STATION DESCRIPTION
 AE0691
 AE0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0691'8.5 MI N FROM GARCIASVILLE.
 AE0691'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE0691'LEADING NORTH (7.9 MILES EAST OF THE POST OFFICE AT RIO GRANDE CITY),
 AE0691'PROCEED 7.3 MILES NORTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.
 AE0691'BENCH MARK IS 0.2 MILE SOUTH OF THE SOUTH FENCE OF AN OPEN FIELD. IT
 AE0691'IS 102.0 YARDS SOUTH OF AND ACROSS THE ROAD FROM A WOODEN GATE IN A
 AE0691'FENCE CORNER, 25.3 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0691'CENTERLINE OF THE ROAD.  MONUMENT IS 2.0 FEET NORTH OF A 4X4 INCH
 AE0691'WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0271 ***********************************************************************
 EO0271  DESIGNATION -  P 69
 EO0271  PID         -  EO0271
 EO0271  STATE/COUNTY-  TX/PARMER
 EO0271  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0271
 EO0271                         *CURRENT SURVEY CONTROL
 EO0271  ___________________________________________________________________
 EO0271* NAD 83(1986)-  34 22 36.     (N)    102 59 53.     (W)     SCALED    
 EO0271* NAVD 88     -      1251.292  (meters)    4105.28   (feet)  ADJUSTED  
 EO0271  ___________________________________________________________________
 EO0271  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 EO0271  DYNAMIC HT  -        1249.653 (meters)    4099.90  (feet)  COMP
 EO0271  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 EO0271
 EO0271  VERT ORDER  -  FIRST     CLASS II
 EO0271
 EO0271.The horizontal coordinates were scaled from a topographic map and have
 EO0271.an estimated accuracy of +/- 6 seconds.
 EO0271
 EO0271.The orthometric height was determined by differential leveling
 EO0271.and adjusted by the National Geodetic Survey in June 1991..
 EO0271
 EO0271.The geoid height was determined by GEOID03.
 EO0271
 EO0271.The dynamic height is computed by dividing the NAVD 88
 EO0271.geopotential number by the normal gravity value computed on the
 EO0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0271.degrees latitude (g = 980.6199 gals.).
 EO0271
 EO0271.The modeled gravity was interpolated from observed gravity values.
 EO0271
 EO0271;                    North         East    Units  Estimated Accuracy
 EO0271;SPC TX N     - 1,042,830.       62,210.      MT  (+/- 180 meters Scaled)
 EO0271
 EO0271                          SUPERSEDED SURVEY CONTROL
 EO0271
 EO0271  NGVD 29 (??/??/92) 1250.744  (m)         4103.48   (f) ADJ UNCH    1 2
 EO0271
 EO0271.Superseded values are not recommended for survey control.
 EO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0271.See file dsdata.txt to determine how the superseded data were derived.
 EO0271
 EO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU840057(NAD 83)
 EO0271_MARKER: DB = BENCH MARK DISK
 EO0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0271_SP_SET: ABUTMENT
 EO0271_STAMPING: P 69 1930 4103.483
 EO0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0271
 EO0271  HISTORY     - Date     Condition        Report By
 EO0271  HISTORY     - 1930     MONUMENTED       CGS
 EO0271  HISTORY     - 1958     GOOD             NGS
 EO0271  HISTORY     - 20060602 MARK NOT FOUND   TXDOT
 EO0271
 EO0271                          STATION DESCRIPTION
 EO0271
 EO0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0271'3.0 MI SE FROM TEXICO, NM.
 EO0271'ABOUT 3.0 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0271'FROM THE STATION AT TEXICO, NEW MEXICO, 7 TELEPHONE POLES SOUTHEAST OF
 EO0271'MILE POST 3, 5 FEET NORTHEAST OF THE NEAR RAIL, IN THE TOP OF THE
 EO0271'NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE UNDERPASS, AND ABOUT 4
 EO0271'FEET BELOW THE TRACK.
 EO0271
 EO0271                          STATION RECOVERY (2006)
 EO0271
 EO0271'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2006 (DNM)
 EO0271'MARK NOT FOUND
 EO0271'RAILROAD BRIDGE HAS BEEN RECONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2848 ***********************************************************************
 AW2848  DESIGNATION -  P 690
 AW2848  PID         -  AW2848
 AW2848  STATE/COUNTY-  TX/CHAMBERS
 AW2848  USGS QUAD   -  COVE (1993)
 AW2848
 AW2848                         *CURRENT SURVEY CONTROL
 AW2848  ___________________________________________________________________
 AW2848* NAD 83(1986)-  29 47 12.     (N)    094 52 11.     (W)     SCALED    
 AW2848* NAVD 88     -        11.24   (+/-2cm)      36.9    (feet)  VERTCON   
 AW2848  ___________________________________________________________________
 AW2848  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2848
 AW2848  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2848
 AW2848.The horizontal coordinates were scaled from a topographic map and have
 AW2848.an estimated accuracy of +/- 6 seconds.
 AW2848
 AW2848.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2848.The vertical order pertains to the NGVD 29 superseded value.
 AW2848
 AW2848.The geoid height was determined by GEOID03.
 AW2848
 AW2848;                    North         East    Units  Estimated Accuracy
 AW2848;SPC TXSC     - 4,223,530.      999,240.      MT  (+/- 180 meters Scaled)
 AW2848
 AW2848                          SUPERSEDED SURVEY CONTROL
 AW2848
 AW2848  NGVD 29 (??/??/92)   11.24   (m)           36.9    (f) COMPUTED    1 2
 AW2848
 AW2848.Superseded values are not recommended for survey control.
 AW2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2848.See file dsdata.txt to determine how the superseded data were derived.
 AW2848
 AW2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN192966(NAD 83)
 AW2848_MARKER: DB = BENCH MARK DISK
 AW2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2848_STAMPING: P-690 1942
 AW2848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2848+STABILITY: SURFACE MOTION
 AW2848
 AW2848  HISTORY     - Date     Condition        Report By
 AW2848  HISTORY     - 1942     MONUMENTED       CGS
 AW2848  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2848  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2848  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2848  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2848  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2848  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW2848
 AW2848                          STATION DESCRIPTION
 AW2848
 AW2848'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW2848'4.8 MI SW FROM COVE.
 AW2848'TO REACH FROM THE SCHOOL BUILDING AT COVE, PROCEED 4.8 MILES SOUTHWEST
 AW2848'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A SHELL ROAD LEADING SOUTH
 AW2848'AND TO SITE OF BENCH MARK.  BENCH MARK IS 45.3 FEET WEST OF AND ABOUT
 AW2848'LEVEL WITH THE CENTERLINE OF SHELL ROAD.  IT IS 30.5 FEET SOUTH OF AND
 AW2848'LEVEL WITH THE CENTERLINE OF ROAD RUNNING SOUTHWEST AND NORTHEAST,
 AW2848'ABOUT 4.4 FEET SOUTHWEST OF A FENCE CORNER AND 2.0 FEET SOUTH OF AND
 AW2848'INSIDE OF THE RIGHT-OF-WAY FENCE.  MONUMENT IS 2.0 FEET NORTHEAST OF A
 AW2848'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AW2848
 AW2848                          STATION RECOVERY (1953)
 AW2848
 AW2848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2848'MARK NOT FOUND.
 AW2848
 AW2848                          STATION RECOVERY (1990)
 AW2848
 AW2848'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2848'MARK NOT FOUND.
 AW2848
 AW2848                          STATION RECOVERY (1997)
 AW2848
 AW2848'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2848'MARK NOT FOUND.
 AW2848
 AW2848                          STATION RECOVERY (2001)
 AW2848
 AW2848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2848'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2848
 AW2848                          STATION RECOVERY (2004)
 AW2848
 AW2848'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2848'MARK NOT FOUND.
 AW2848
 AW2848                          STATION RECOVERY (2005)
 AW2848
 AW2848'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0497 ***********************************************************************
 AW0497  DESIGNATION -  P 691
 AW0497  PID         -  AW0497
 AW0497  STATE/COUNTY-  TX/GALVESTON
 AW0497  USGS QUAD   -  ALGOA (1974)
 AW0497
 AW0497                         *CURRENT SURVEY CONTROL
 AW0497  ___________________________________________________________________
 AW0497* NAD 83(1986)-  29 23 54.     (N)    095 10 36.     (W)     SCALED    
 AW0497* NAVD 88     -        11.277  (meters)      37.00   (feet)  ADJUSTED  
 AW0497  ___________________________________________________________________
 AW0497  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW0497  DYNAMIC HT  -          11.261 (meters)      36.95  (feet)  COMP
 AW0497  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 AW0497
 AW0497  VERT ORDER  -  FIRST     CLASS I
 AW0497
 AW0497.The horizontal coordinates were scaled from a topographic map and have
 AW0497.an estimated accuracy of +/- 6 seconds.
 AW0497
 AW0497.The orthometric height was determined by differential leveling
 AW0497.and adjusted by the National Geodetic Survey in June 1991..
 AW0497
 AW0497.The geoid height was determined by GEOID03.
 AW0497
 AW0497.The dynamic height is computed by dividing the NAVD 88
 AW0497.geopotential number by the normal gravity value computed on the
 AW0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0497.degrees latitude (g = 980.6199 gals.).
 AW0497
 AW0497.The modeled gravity was interpolated from observed gravity values.
 AW0497
 AW0497;                    North         East    Units  Estimated Accuracy
 AW0497;SPC TXSC     - 4,179,510.      970,990.      MT  (+/- 180 meters Scaled)
 AW0497
 AW0497                          SUPERSEDED SURVEY CONTROL
 AW0497
 AW0497  NGVD 29 (12/23/87)   11.273  (m)           36.98   (f) ADJUSTED    1 1
 AW0497
 AW0497.Superseded values are not recommended for survey control.
 AW0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0497.See file dsdata.txt to determine how the superseded data were derived.
 AW0497
 AW0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN887540(NAD 83)
 AW0497_MARKER: DB = BENCH MARK DISK
 AW0497_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0497+WITH SETTING: PAVEMENT
 AW0497_SP_SET: CONCRETE SLAB
 AW0497_STAMPING: P 691 1942
 AW0497_MARK LOGO: CGS   
 AW0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0497+STABILITY: SURFACE MOTION
 AW0497
 AW0497  HISTORY     - Date     Condition        Report By
 AW0497  HISTORY     - 1942     MONUMENTED       CGS
 AW0497  HISTORY     - 1973     GOOD             NGS
 AW0497  HISTORY     - 1978     GOOD             NGS
 AW0497  HISTORY     - 1978     GOOD             NGS
 AW0497  HISTORY     - 1986     GOOD             NGS
 AW0497  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0497  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0497  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0497  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0497  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0497  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0497  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0497
 AW0497                          STATION DESCRIPTION
 AW0497
 AW0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0497'0.3 MI S FROM ALGOA.
 AW0497'0.3 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE NORTHWEST
 AW0497'APEX OF A TRIANGLE FORMED BY THE JUNCTION OF THE ATCHISON, TOPEKA AND
 AW0497'SANTA FE RAILWAY AT ALGOA, IN THE TOP AND 1.6 FEET NORTH OF THE SOUTH
 AW0497'CORNER OF A 6- BY- 10 FOOT CONCRETE SLAB WITH A 18-INCH HOLE IN THE
 AW0497'CENTER OF THE SLAB (FORMER FOUNDATION OF A WATER SPOUT), 9.2 FEET
 AW0497'SOUTHEAST OF THE SOUTHEAST RAIL, 4.7 FEET NORTHWEST OF THE NORTHWEST
 AW0497'RAIL OF SIDE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 AW0497
 AW0497                          STATION RECOVERY (1978)
 AW0497
 AW0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0497'RECOVERED IN GOOD CONDITION.
 AW0497
 AW0497                          STATION RECOVERY (1978)
 AW0497
 AW0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0497'RECOVERED IN GOOD CONDITION.
 AW0497
 AW0497                          STATION RECOVERY (1986)
 AW0497
 AW0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0497'RECOVERED IN GOOD CONDITION.
 AW0497
 AW0497                          STATION RECOVERY (1987)
 AW0497
 AW0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0497'MARK NOT FOUND.
 AW0497
 AW0497                          STATION RECOVERY (1987)
 AW0497
 AW0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0497'MARK NOT FOUND.
 AW0497
 AW0497                          STATION RECOVERY (1987)
 AW0497
 AW0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0497'MARK NOT FOUND.
 AW0497
 AW0497                          STATION RECOVERY (1987)
 AW0497
 AW0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (PJM)
 AW0497'MARK NOT FOUND.
 AW0497
 AW0497                          STATION RECOVERY (1987)
 AW0497
 AW0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0497'MARK NOT FOUND.
 AW0497
 AW0497                          STATION RECOVERY (1988)
 AW0497
 AW0497'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0497'MARK NOT FOUND.
 AW0497
 AW0497                          STATION RECOVERY (1990)
 AW0497
 AW0497'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4050 ***********************************************************************
 AW4050  DESIGNATION -  P 692
 AW4050  PID         -  AW4050
 AW4050  STATE/COUNTY-  TX/BRAZORIA
 AW4050  USGS QUAD   -  ROSHARON (1974)
 AW4050
 AW4050                         *CURRENT SURVEY CONTROL
 AW4050  ___________________________________________________________________
 AW4050* NAD 83(1986)-  29 17 43.     (N)    095 27 11.     (W)     SCALED    
 AW4050* NAVD 88     -        13.72   (+/-2cm)      45.0    (feet)  VERTCON   
 AW4050  ___________________________________________________________________
 AW4050  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW4050
 AW4050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4050
 AW4050.The horizontal coordinates were scaled from a topographic map and have
 AW4050.an estimated accuracy of +/- 6 seconds.
 AW4050
 AW4050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4050.The vertical order pertains to the NGVD 29 superseded value.
 AW4050
 AW4050.The geoid height was determined by GEOID03.
 AW4050
 AW4050;                    North         East    Units  Estimated Accuracy
 AW4050;SPC TXSC     - 4,167,250.      944,520.      MT  (+/- 180 meters Scaled)
 AW4050
 AW4050                          SUPERSEDED SURVEY CONTROL
 AW4050
 AW4050  NGVD 29 (??/??/92)   13.72   (m)           45.0    (f) COMPUTED    2 0
 AW4050
 AW4050.Superseded values are not recommended for survey control.
 AW4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4050.See file dsdata.txt to determine how the superseded data were derived.
 AW4050
 AW4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN617431(NAD 83)
 AW4050_MARKER: DB = BENCH MARK DISK
 AW4050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4050_SP_SET: CULVERT
 AW4050_STAMPING: P 692 1942
 AW4050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4050
 AW4050  HISTORY     - Date     Condition        Report By
 AW4050  HISTORY     - 1942     MONUMENTED       CGS
 AW4050  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4050
 AW4050                          STATION DESCRIPTION
 AW4050
 AW4050'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4050'4.05 MI S FROM ROSHARON.
 AW4050'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 4.05 MILES SOUTH
 AW4050'ALONG THE MISSOURI PACIFIC RAILROAD TO A 10X4 FOOT 2 SECTION CONCRETE
 AW4050'HIGHWAY CULVERT UNDER STATE HIGHWAY NO. 288 AND TO SITE OF BENCH MARK.
 AW4050'BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF THE WEST CONCRETE
 AW4050'HEADWALL OF CULVERT.  IT IS ABOUT 150.0 FEET WEST OF A STOCK BARN ON
 AW4050'THE EAST SIDE OF HIGHWAY, ABOUT 76.0 FEET EAST OF AND LEVEL WITH THE
 AW4050'CENTERLINE OF TRACK, ABOUT 18.0 FEET WEST OF AND LEVEL WITH THE
 AW4050'CENTERLINE OF HIGHWAY.
 AW4050
 AW4050                          STATION RECOVERY (2004)
 AW4050
 AW4050'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4051 ***********************************************************************
 AW4051  DESIGNATION -  P 692 RESET 1958
 AW4051  PID         -  AW4051
 AW4051  STATE/COUNTY-  TX/BRAZORIA
 AW4051  USGS QUAD   -  ROSHARON (1974)
 AW4051
 AW4051                         *CURRENT SURVEY CONTROL
 AW4051  ___________________________________________________________________
 AW4051* NAD 83(1986)-  29 17 43.     (N)    095 27 11.     (W)     SCALED    
 AW4051* NAVD 88     -        13.54   (+/-2cm)      44.4    (feet)  VERTCON   
 AW4051  ___________________________________________________________________
 AW4051  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW4051
 AW4051  VERT ORDER  -  THIRD (See Below)
 AW4051
 AW4051.The horizontal coordinates were scaled from a topographic map and have
 AW4051.an estimated accuracy of +/- 6 seconds.
 AW4051
 AW4051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4051.The vertical order pertains to the NGVD 29 superseded value.
 AW4051
 AW4051.The geoid height was determined by GEOID03.
 AW4051
 AW4051;                    North         East    Units  Estimated Accuracy
 AW4051;SPC TXSC     - 4,167,250.      944,520.      MT  (+/- 180 meters Scaled)
 AW4051
 AW4051                          SUPERSEDED SURVEY CONTROL
 AW4051
 AW4051  NGVD 29 (??/??/??)   13.55   (m)           44.5    (f) RESET       3  
 AW4051
 AW4051.Superseded values are not recommended for survey control.
 AW4051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4051.See file dsdata.txt to determine how the superseded data were derived.
 AW4051
 AW4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN617431(NAD 83)
 AW4051_MARKER: DB = BENCH MARK DISK
 AW4051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4051_SP_SET: CULVERT
 AW4051_STAMPING: P 692 RESET 1958
 AW4051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4051
 AW4051  HISTORY     - Date     Condition        Report By
 AW4051  HISTORY     - 1958     MONUMENTED       TXHD
 AW4051  HISTORY     - 1988     GOOD             USPSQD
 AW4051  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4051
 AW4051                          STATION DESCRIPTION
 AW4051
 AW4051'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4051'4.05 MI S FROM ROSHARON.
 AW4051'4.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 AW4051'OFFICE AT ROSHARON, AT A 10 X 4 FOOT 2-SECTION CONCRETE HIGHWAY
 AW4051'CULVERT UNDER STATE HIGHWAY 288.  THE DISK IS SET IN THE TOP OF THE
 AW4051'SOUTH END OF THE WEST CONCRETE HEADWALL OF THE CULVERT, 158 FEET WEST
 AW4051'OF A STOCK BARN ON THE EAST SIDE OF THE HIGHWAY, 68 FEET EAST OF AND
 AW4051'ABOUT LEVEL WITH THE CENTERLINE OF THE TRACK, AND 26 FEET WEST OF AND
 AW4051'ABOUT LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 AW4051
 AW4051                          STATION RECOVERY (1988)
 AW4051
 AW4051'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4051'RECOVERED IN GOOD CONDITION.
 AW4051
 AW4051                          STATION RECOVERY (2004)
 AW4051
 AW4051'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0164 ***********************************************************************
 AW0164  DESIGNATION -  P 693
 AW0164  PID         -  AW0164
 AW0164  STATE/COUNTY-  TX/BRAZORIA
 AW0164  USGS QUAD   -  PEARLAND (1995)
 AW0164
 AW0164                         *CURRENT SURVEY CONTROL
 AW0164  ___________________________________________________________________
 AW0164* NAD 83(1986)-  29 33 10.     (N)    095 17 02.     (W)     SCALED    
 AW0164* NAVD 88     -        13.925  (meters)      45.69   (feet)  ADJUSTED  
 AW0164  ___________________________________________________________________
 AW0164  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW0164  DYNAMIC HT  -          13.906 (meters)      45.62  (feet)  COMP
 AW0164  MODELED GRAV-     979,270.1   (mgal)                       NAVD 88
 AW0164
 AW0164  VERT ORDER  -  FIRST     CLASS I
 AW0164
 AW0164.The horizontal coordinates were scaled from a topographic map and have
 AW0164.an estimated accuracy of +/- 6 seconds.
 AW0164
 AW0164.The orthometric height was determined by differential leveling
 AW0164.and adjusted by the National Geodetic Survey in June 1991..
 AW0164
 AW0164.The geoid height was determined by GEOID03.
 AW0164
 AW0164.The dynamic height is computed by dividing the NAVD 88
 AW0164.geopotential number by the normal gravity value computed on the
 AW0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0164.degrees latitude (g = 980.6199 gals.).
 AW0164
 AW0164.The modeled gravity was interpolated from observed gravity values.
 AW0164
 AW0164;                    North         East    Units  Estimated Accuracy
 AW0164;SPC TXSC     - 4,196,280.      960,040.      MT  (+/- 180 meters Scaled)
 AW0164
 AW0164                          SUPERSEDED SURVEY CONTROL
 AW0164
 AW0164  NGVD 29 (12/23/87)   13.921  (m)           45.67   (f) ADJUSTED    1 1
 AW0164
 AW0164.Superseded values are not recommended for survey control.
 AW0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0164.See file dsdata.txt to determine how the superseded data were derived.
 AW0164
 AW0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN787714(NAD 83)
 AW0164_MARKER: DB = BENCH MARK DISK
 AW0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0164_SP_SET: CONCRETE POST
 AW0164_STAMPING: P 693 1942
 AW0164_MARK LOGO: CGS   
 AW0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0164+STABILITY: SURFACE MOTION
 AW0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0164+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0164
 AW0164  HISTORY     - Date     Condition        Report By
 AW0164  HISTORY     - 1942     MONUMENTED       CGS
 AW0164  HISTORY     - 1973     GOOD             NGS
 AW0164  HISTORY     - 1978     GOOD             NGS
 AW0164  HISTORY     - 1978     GOOD             NGS
 AW0164  HISTORY     - 1986     GOOD             NGS
 AW0164  HISTORY     - 1987     GOOD             USPSQD
 AW0164  HISTORY     - 1988     GOOD             USPSQD
 AW0164  HISTORY     - 1989     GOOD             USPSQD
 AW0164  HISTORY     - 1989     GOOD             USPSQD
 AW0164  HISTORY     - 1989     GOOD             USPSQD
 AW0164  HISTORY     - 1989     GOOD             USPSQD
 AW0164  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AW0164  HISTORY     - 20051009 GOOD             USPSQD
 AW0164
 AW0164                          STATION DESCRIPTION
 AW0164
 AW0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0164'0.8 MI S FROM PEARLAND.
 AW0164'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0164'THE STATION AT PEARLAND, 45 FEET EAST OF THE EAST RAIL, 12.5 FEET EAST
 AW0164'OF THE 6TH POLE NORTH OF MILE POST NO. 9, 60 FEET SOUTHEAST OF THE
 AW0164'SOUTHEAST CORNER OF A TRESTLE OVER MARYS CREEK, 0.6 FOOT WEST OF A
 AW0164'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 AW0164'ABOVE THE GROUND, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 AW0164
 AW0164                          STATION RECOVERY (1978)
 AW0164
 AW0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0164'RECOVERED IN GOOD CONDITION.
 AW0164
 AW0164                          STATION RECOVERY (1978)
 AW0164
 AW0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0164'RECOVERED IN GOOD CONDITION.
 AW0164
 AW0164                          STATION RECOVERY (1986)
 AW0164
 AW0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0164'RECOVERED IN GOOD CONDITION.
 AW0164
 AW0164                          STATION RECOVERY (1987)
 AW0164
 AW0164'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0164'RECOVERED IN GOOD CONDITION.
 AW0164
 AW0164                          STATION RECOVERY (1988)
 AW0164
 AW0164'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0164'RECOVERED IN GOOD CONDITION.
 AW0164
 AW0164                          STATION RECOVERY (1989)
 AW0164
 AW0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0164'RECOVERED IN GOOD CONDITION.
 AW0164
 AW0164                          STATION RECOVERY (1989)
 AW0164
 AW0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0164'RECOVERED IN GOOD CONDITION.
 AW0164
 AW0164                          STATION RECOVERY (1989)
 AW0164
 AW0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0164'RECOVERED IN GOOD CONDITION.
 AW0164
 AW0164                          STATION RECOVERY (1989)
 AW0164
 AW0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0164'RECOVERED IN GOOD CONDITION.
 AW0164
 AW0164                          STATION RECOVERY (2001)
 AW0164
 AW0164'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW0164'MARK NOT FOUND.
 AW0164
 AW0164                          STATION RECOVERY (2005)
 AW0164
 AW0164'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0164'DESCRIPTION TO MARK. FROM JUNCTION OF FM518 AND HW35 GO SOUTH ON HW35
 AW0164'TO 3RD STREET.  TURN WEST ON 3RD STREET AND GO TO THE END.  WALK DOWN
 AW0164'THE RAILROAD TRACK TO THE BRIDGE OVER MARYS CREEK.  MARK IS 20 INCHES
 AW0164'BELOW GRADE DUE TO NEW FILL BEING ADDED BUT IS MARKED WITH A STAKE AND
 AW0164'ORANGE TAPE. GO TO N29 33 09.5 W095 17 02.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1219 ***********************************************************************
 AN1219  DESIGNATION -  P 694
 AN1219  PID         -  AN1219
 AN1219  STATE/COUNTY-  TX/REFUGIO
 AN1219  USGS QUAD   -  WOODSBORO (1978)
 AN1219
 AN1219                         *CURRENT SURVEY CONTROL
 AN1219  ___________________________________________________________________
 AN1219* NAD 83(1986)-  28 12 17.     (N)    097 21 41.     (W)     SCALED    
 AN1219* NAVD 88     -        13.312  (meters)      43.67   (feet)  ADJUSTED  
 AN1219  ___________________________________________________________________
 AN1219  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1219  DYNAMIC HT  -          13.292 (meters)      43.61  (feet)  COMP
 AN1219  MODELED GRAV-     979,148.6   (mgal)                       NAVD 88
 AN1219
 AN1219  VERT ORDER  -  FIRST     CLASS I
 AN1219
 AN1219.The horizontal coordinates were scaled from a topographic map and have
 AN1219.an estimated accuracy of +/- 6 seconds.
 AN1219
 AN1219.The orthometric height was determined by differential leveling
 AN1219.and adjusted by the National Geodetic Survey in June 1991..
 AN1219.WARNING-Repeat measurements at this control monument indicate possible
 AN1219.vertical movement.
 AN1219
 AN1219.The geoid height was determined by GEOID03.
 AN1219
 AN1219.The dynamic height is computed by dividing the NAVD 88
 AN1219.geopotential number by the normal gravity value computed on the
 AN1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1219.degrees latitude (g = 980.6199 gals.).
 AN1219
 AN1219.The modeled gravity was interpolated from observed gravity values.
 AN1219
 AN1219;                    North         East    Units  Estimated Accuracy
 AN1219;SPC TXSC     - 4,042,290.      760,880.      MT  (+/- 180 meters Scaled)
 AN1219
 AN1219                          SUPERSEDED SURVEY CONTROL
 AN1219
 AN1219  NGVD 29 (??/??/92)   13.478  (m)           44.22   (f) ADJ UNCH    1 1
 AN1219
 AN1219.Superseded values are not recommended for survey control.
 AN1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1219.See file dsdata.txt to determine how the superseded data were derived.
 AN1219
 AN1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS608209(NAD 83)
 AN1219_MARKER: DB = BENCH MARK DISK
 AN1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1219_STAMPING: P 694 1942
 AN1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1219+STABILITY: SURFACE MOTION
 AN1219
 AN1219  HISTORY     - Date     Condition        Report By
 AN1219  HISTORY     - 1942     MONUMENTED       CGS
 AN1219  HISTORY     - 1978     GOOD             NGS
 AN1219  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1219  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1219
 AN1219                          STATION DESCRIPTION
 AN1219
 AN1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1219'3.0 MI SW FROM WOODSBORO.
 AN1219'TO REACH FROM THE RAILROAD STATION AT WOODSBORO, PROCEED 3.0 MILES
 AN1219'SOUTHWEST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN1219'POST NO.177 AND SITE OF BENCH MARK.  BENCH MARK IS 6 POLES SOUTHWEST
 AN1219'OF A SECTION HOUSE ABOUT 54.0 FEET SOUTHEAST OF AND 2.0 FEET BELOW THE
 AN1219'CENTERLINE OF U.S.HIGHWAY NO.77.  IT IS 42.0 FEET NORTHWEST OF AND 2.0
 AN1219'FEET BELOW THE CENTERLINE OF TRACK, 12.0 FEET NORTHEAST OF MILE POST
 AN1219'AND IN LINE WITH A ROW OF POLES.  MONUMENT IS 3.0 FEET SOUTHWEST OF A
 AN1219'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT. STAMPED P 694
 AN1219'1942 AND SET IN THE TOP OF A CONCRETE POST.
 AN1219
 AN1219                          STATION RECOVERY (1978)
 AN1219
 AN1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1219'RECOVERED IN GOOD CONDITION.
 AN1219
 AN1219                          STATION RECOVERY (1990)
 AN1219
 AN1219'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1219'MARK NOT FOUND.
 AN1219
 AN1219                          STATION RECOVERY (1999)
 AN1219
 AN1219'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0553 ***********************************************************************
 AN0553  DESIGNATION -  P 696
 AN0553  PID         -  AN0553
 AN0553  STATE/COUNTY-  TX/JACKSON
 AN0553  USGS QUAD   -  MANSON (1995)
 AN0553
 AN0553                         *CURRENT SURVEY CONTROL
 AN0553  ___________________________________________________________________
 AN0553* NAD 83(1986)-  28 53 54.     (N)    096 34 55.     (W)     SCALED    
 AN0553* NAVD 88     -        14.15   (+/-2cm)      46.4    (feet)  VERTCON   
 AN0553  ___________________________________________________________________
 AN0553  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0553
 AN0553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0553
 AN0553.The horizontal coordinates were scaled from a topographic map and have
 AN0553.an estimated accuracy of +/- 6 seconds.
 AN0553
 AN0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0553.The vertical order pertains to the NGVD 29 superseded value.
 AN0553
 AN0553.The geoid height was determined by GEOID03.
 AN0553
 AN0553;                    North         East    Units  Estimated Accuracy
 AN0553;SPC TXSC     - 4,120,470.      835,800.      MT  (+/- 180 meters Scaled)
 AN0553
 AN0553                          SUPERSEDED SURVEY CONTROL
 AN0553
 AN0553  NGVD 29 (??/??/92)   14.178  (m)           46.52   (f) ADJ UNCH    2 0
 AN0553
 AN0553.Superseded values are not recommended for survey control.
 AN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0553.See file dsdata.txt to determine how the superseded data were derived.
 AN0553
 AN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS357991(NAD 83)
 AN0553_MARKER: DB = BENCH MARK DISK
 AN0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0553_SP_SET: MONUMENT
 AN0553_STAMPING: P 696 1943
 AN0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0553
 AN0553  HISTORY     - Date     Condition        Report By
 AN0553  HISTORY     - 1943     MONUMENTED       CGS
 AN0553  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0553
 AN0553                          STATION DESCRIPTION
 AN0553
 AN0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0553'7.2 MI SE FROM EDNA.
 AN0553'TO REACH FROM THE COUNTY COURT HOUSE AT EDNA, PROCEED 2.2 MILES
 AN0553'SOUTHEAST ALONG STATE HIGHWAY NO. 111 TO THE INTERSECTION OF AN
 AN0553'IMPROVED ROAD LEADING TO LOLITA, THENCE GO 5.0 MILES SOUTHERLY ALONG
 AN0553'LOLITA ROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE EAST
 AN0553'OF THE INTERSECTION OF A SIDE ROAD.  IT IS 27.0 FEET NORTH OF AND
 AN0553'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD, ABOUT 9.0 FEET WEST OF A
 AN0553'FENCE CORNER AND 1.0 FOOT SOUTH OF RIGHT OF WAY FENCE.  MONUMENT IS
 AN0553'3.0 FEET EAST OF A 4X4 INCH WOODEN MARKER POST AND PROJECTS 0.2 FOOT.
 AN0553'NOTE-- THE ROAD HAS BEEN WIDENED AND THE MEASUREMENT WOULD PUT THE
 AN0553'MARK IN A DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0997 ***********************************************************************
 AN0997  DESIGNATION -  P 698
 AN0997  PID         -  AN0997
 AN0997  STATE/COUNTY-  TX/VICTORIA
 AN0997  USGS QUAD   -  VICTORIA WEST (1987)
 AN0997
 AN0997                         *CURRENT SURVEY CONTROL
 AN0997  ___________________________________________________________________
 AN0997* NAD 83(1986)-  28 46 54.     (N)    097 02 54.     (W)     SCALED    
 AN0997* NAVD 88     -        31.80   (+/-2cm)     104.3    (feet)  VERTCON   
 AN0997  ___________________________________________________________________
 AN0997  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN0997
 AN0997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0997
 AN0997.The horizontal coordinates were scaled from a topographic map and have
 AN0997.an estimated accuracy of +/- 6 seconds.
 AN0997
 AN0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0997.The vertical order pertains to the NGVD 29 superseded value.
 AN0997
 AN0997.The geoid height was determined by GEOID03.
 AN0997
 AN0997;                    North         East    Units  Estimated Accuracy
 AN0997;SPC TXSC     - 4,106,690.      790,540.      MT  (+/- 180 meters Scaled)
 AN0997
 AN0997                          SUPERSEDED SURVEY CONTROL
 AN0997
 AN0997  NGVD 29 (??/??/92)   31.89   (m)          104.6    (f) COMPUTED    2 0
 AN0997
 AN0997.Superseded values are not recommended for survey control.
 AN0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0997.See file dsdata.txt to determine how the superseded data were derived.
 AN0997
 AN0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS905853(NAD 83)
 AN0997_MARKER: DB = BENCH MARK DISK
 AN0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0997_SP_SET: BRIDGE
 AN0997_STAMPING: P 698 1943
 AN0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0997
 AN0997  HISTORY     - Date     Condition        Report By
 AN0997  HISTORY     - 1943     MONUMENTED       CGS
 AN0997  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AN0997
 AN0997                          STATION DESCRIPTION
 AN0997
 AN0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0997'2.9 MI SW FROM VICTORIA.
 AN0997'TO REACH FROM THE CITY HALL AT VICTORIA, PROCEED 2.9 MILES SOUTHWEST
 AN0997'ALONG THE TEXAS AND NEW ORLEANS RAILROAD TO A HIGHWAY BRIDGE OVER THE
 AN0997'RAILROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 300.0 FEET
 AN0997'SOUTHEAST OF THE INTERSECTION OF HIGHWAY NO. 59 AND NO. 77.  IT IS SET
 AN0997'HORIZONTALLY IN THE NORTHEAST END OF THE EAST WINGWALL, 18.7 FEET
 AN0997'NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY NO. 77
 AN0997'AND 18.3 FEET SOUTHWEST OF THE END OF THE NORTHEAST WINGWALL.
 AN0997
 AN0997                          STATION RECOVERY (2002)
 AN0997
 AN0997'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1425 ***********************************************************************
 AN1425  DESIGNATION -  P 699
 AN1425  PID         -  AN1425
 AN1425  STATE/COUNTY-  TX/REFUGIO
 AN1425  USGS QUAD   -  REFUGIO (1979)
 AN1425
 AN1425                         *CURRENT SURVEY CONTROL
 AN1425  ___________________________________________________________________
 AN1425* NAD 83(1986)-  28 19 13.     (N)    097 16 19.     (W)     SCALED    
 AN1425* NAVD 88     -        16.55   (+/-2cm)      54.3    (feet)  VERTCON   
 AN1425  ___________________________________________________________________
 AN1425  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1425
 AN1425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1425
 AN1425.The horizontal coordinates were scaled from a topographic map and have
 AN1425.an estimated accuracy of +/- 6 seconds.
 AN1425
 AN1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1425.The vertical order pertains to the NGVD 29 superseded value.
 AN1425
 AN1425.The geoid height was determined by GEOID03.
 AN1425
 AN1425;                    North         East    Units  Estimated Accuracy
 AN1425;SPC TXSC     - 4,055,220.      769,470.      MT  (+/- 180 meters Scaled)
 AN1425
 AN1425                          SUPERSEDED SURVEY CONTROL
 AN1425
 AN1425  NGVD 29 (??/??/92)   16.70   (m)           54.8    (f) COMPUTED    2 0
 AN1425
 AN1425.Superseded values are not recommended for survey control.
 AN1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1425.See file dsdata.txt to determine how the superseded data were derived.
 AN1425
 AN1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS694338(NAD 83)
 AN1425_MARKER: DB = BENCH MARK DISK
 AN1425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1425_SP_SET: CULVERT
 AN1425_STAMPING: P 699 1943
 AN1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1425
 AN1425  HISTORY     - Date     Condition        Report By
 AN1425  HISTORY     - 1943     MONUMENTED       CGS
 AN1425  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1425  HISTORY     - 1978     GOOD             NGS
 AN1425  HISTORY     - 19940716 POOR             USPSQD
 AN1425  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1425
 AN1425                          STATION DESCRIPTION
 AN1425
 AN1425'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1425'1.7 MI N FROM REFUGIO.
 AN1425'1.7 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE COUNTY COURTHOUSE AT
 AN1425'REFUGIO, REFUGIO COUNTY, AT THE INTERSECTION OF STATE HIGHWAY 202, 49
 AN1425'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 22 FEET NORTH OF THE
 AN1425'CENTERLINE OF STATE HIGHWAY 202, AT A 3- BY 3-FOOT CONCRETE CULVERT
 AN1425'UNDER STATE HIGHWAY 202, IN THE CENTER OF THE TOP OF THE NORTH
 AN1425'CONCRETE HEADWALL, AND 2 FEET ABOVE STATE HIGHWAY 202.  A STANDARD
 AN1425'DISK, STAMPED P 699 1943.  NOTE-- THE ORIGINAL DESCRIPTION HAS STATE
 AN1425'HIGHWAY 29 INSTEAD OF U.S. HIGHWAY 77.
 AN1425
 AN1425                          STATION RECOVERY (1978)
 AN1425
 AN1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1425'RECOVERED IN GOOD CONDITION.
 AN1425
 AN1425                          STATION RECOVERY (1994)
 AN1425
 AN1425'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1425'MARK RECOVERED IN POOR CONDITION.
 AN1425
 AN1425                          STATION RECOVERY (1999)
 AN1425
 AN1425'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0005 ***********************************************************************
 DQ0005  DESIGNATION -  P 70
 DQ0005  PID         -  DQ0005
 DQ0005  STATE/COUNTY-  TX/LAMB
 DQ0005  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0005
 DQ0005                         *CURRENT SURVEY CONTROL
 DQ0005  ___________________________________________________________________
 DQ0005* NAD 83(1986)-  33 53 56.     (N)    102 17 26.     (W)     SCALED    
 DQ0005* NAVD 88     -      1071.439  (meters)    3515.21   (feet)  ADJUSTED  
 DQ0005  ___________________________________________________________________
 DQ0005  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 DQ0005  DYNAMIC HT  -        1070.052 (meters)    3510.66  (feet)  COMP
 DQ0005  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 DQ0005
 DQ0005  VERT ORDER  -  FIRST     CLASS II
 DQ0005
 DQ0005.The horizontal coordinates were scaled from a topographic map and have
 DQ0005.an estimated accuracy of +/- 6 seconds.
 DQ0005
 DQ0005.The orthometric height was determined by differential leveling
 DQ0005.and adjusted by the National Geodetic Survey in June 1991..
 DQ0005
 DQ0005.The geoid height was determined by GEOID03.
 DQ0005
 DQ0005.The dynamic height is computed by dividing the NAVD 88
 DQ0005.geopotential number by the normal gravity value computed on the
 DQ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0005.degrees latitude (g = 980.6199 gals.).
 DQ0005
 DQ0005.The modeled gravity was interpolated from observed gravity values.
 DQ0005
 DQ0005;                    North         East    Units  Estimated Accuracy
 DQ0005;SPC TXNC     - 2,253,870.      249,480.      MT  (+/- 180 meters Scaled)
 DQ0005
 DQ0005                          SUPERSEDED SURVEY CONTROL
 DQ0005
 DQ0005  NGVD 29 (??/??/92) 1070.986  (m)         3513.73   (f) ADJ UNCH    1 2
 DQ0005
 DQ0005.Superseded values are not recommended for survey control.
 DQ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0005.See file dsdata.txt to determine how the superseded data were derived.
 DQ0005
 DQ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT505542(NAD 83)
 DQ0005_MARKER: DB = BENCH MARK DISK
 DQ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0005_STAMPING: P 70 1930
 DQ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0005+STABILITY: SURFACE MOTION
 DQ0005
 DQ0005  HISTORY     - Date     Condition        Report By
 DQ0005  HISTORY     - 1930     MONUMENTED       CGS
 DQ0005  HISTORY     - 1964     MARK NOT FOUND   USGS
 DQ0005  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0005
 DQ0005                          STATION DESCRIPTION
 DQ0005
 DQ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 DQ0005'2.5 MI S FROM LITTLEFIELD.
 DQ0005'2-1/2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DQ0005'LITTLEFIELD, LAMB COUNTY, 700 FEET NORTH OF MILEPOST 56, 50 FEET WEST
 DQ0005'OF THE CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
 DQ0005
 DQ0005                          STATION RECOVERY (1964)
 DQ0005
 DQ0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DQ0005'MARK NOT FOUND.
 DQ0005
 DQ0005                          STATION RECOVERY (1982)
 DQ0005
 DQ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0203 ***********************************************************************
 BO0203  DESIGNATION -  P 700
 BO0203  PID         -  BO0203
 BO0203  STATE/COUNTY-  TX/CROCKETT
 BO0203  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0203
 BO0203                         *CURRENT SURVEY CONTROL
 BO0203  ___________________________________________________________________
 BO0203* NAD 83(1986)-  30 54 20.     (N)    101 09 39.     (W)     SCALED    
 BO0203* NAVD 88     -       790.765  (meters)    2594.37   (feet)  ADJUSTED  
 BO0203  ___________________________________________________________________
 BO0203  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0203  DYNAMIC HT  -         789.614 (meters)    2590.59  (feet)  COMP
 BO0203  MODELED GRAV-     979,159.7   (mgal)                       NAVD 88
 BO0203
 BO0203  VERT ORDER  -  SECOND    CLASS 0
 BO0203
 BO0203.The horizontal coordinates were scaled from a topographic map and have
 BO0203.an estimated accuracy of +/- 6 seconds.
 BO0203
 BO0203.The orthometric height was determined by differential leveling
 BO0203.and adjusted by the National Geodetic Survey in June 1991..
 BO0203
 BO0203.The geoid height was determined by GEOID03.
 BO0203
 BO0203.The dynamic height is computed by dividing the NAVD 88
 BO0203.geopotential number by the normal gravity value computed on the
 BO0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0203.degrees latitude (g = 980.6199 gals.).
 BO0203
 BO0203.The modeled gravity was interpolated from observed gravity values.
 BO0203
 BO0203;                    North         East    Units  Estimated Accuracy
 BO0203;SPC TX C     - 3,137,630.      620,900.      MT  (+/- 180 meters Scaled)
 BO0203
 BO0203                          SUPERSEDED SURVEY CONTROL
 BO0203
 BO0203  NGVD 29 (??/??/92)  790.527  (m)         2593.59   (f) ADJ UNCH    2 0
 BO0203
 BO0203.Superseded values are not recommended for survey control.
 BO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0203.See file dsdata.txt to determine how the superseded data were derived.
 BO0203
 BO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV934211(NAD 83)
 BO0203_MARKER: DB = BENCH MARK DISK
 BO0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0203_SP_SET: CULVERT
 BO0203_STAMPING: P 700 1942
 BO0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0203
 BO0203  HISTORY     - Date     Condition        Report By
 BO0203  HISTORY     - 1942     MONUMENTED       CGS
 BO0203  HISTORY     - 1966     MARK NOT FOUND   NGS
 BO0203  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0203
 BO0203                          STATION DESCRIPTION
 BO0203
 BO0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0203'14.2 MI N FROM OZONA.
 BO0203'ABOUT 14.2 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0203'BANK AT OZONA, CROCKETT COUNTY, 42 FEET SOUTH ACROSS THE HIGHWAY FROM
 BO0203'A SMALL MESQUITE TREE, AT A 10-FOOT CONCRETE-BOX CULVERT, IN THE
 BO0203'SOUTHEAST END OF THE SOUTHWEST HEAD WALL, 15 FEET SOUTHWEST OF THE
 BO0203'CENTER LINE OF THE HIGHWAY, AND ABOUT 8 INCHES HIGHER THAN THE
 BO0203'HIGHWAY.  A STANDARD DISK, STAMPED P 700 1942. NOTE-- IT IS BELIEVED
 BO0203'THIS BENCH MARK WAS DESTROYED WHEN THE CULVERTS WERE WIDENED DURING
 BO0203'ROAD IMPROVEMENTS ALONG STATE HIGHWAY 163.
 BO0203
 BO0203                          STATION RECOVERY (1967)
 BO0203
 BO0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0179 ***********************************************************************
 BO0179  DESIGNATION -  P 701
 BO0179  PID         -  BO0179
 BO0179  STATE/COUNTY-  TX/CROCKETT
 BO0179  USGS QUAD   -  HUNT RANCH (1967)
 BO0179
 BO0179                         *CURRENT SURVEY CONTROL
 BO0179  ___________________________________________________________________
 BO0179* NAD 83(1986)-  30 35 30.     (N)    101 17 07.     (W)     SCALED    
 BO0179* NAVD 88     -       750.633  (meters)    2462.70   (feet)  ADJUSTED  
 BO0179  ___________________________________________________________________
 BO0179  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 BO0179  DYNAMIC HT  -         749.521 (meters)    2459.05  (feet)  COMP
 BO0179  MODELED GRAV-     979,135.5   (mgal)                       NAVD 88
 BO0179
 BO0179  VERT ORDER  -  FIRST     CLASS II
 BO0179
 BO0179.The horizontal coordinates were scaled from a topographic map and have
 BO0179.an estimated accuracy of +/- 6 seconds.
 BO0179
 BO0179.The orthometric height was determined by differential leveling
 BO0179.and adjusted by the National Geodetic Survey in June 1991..
 BO0179
 BO0179.The geoid height was determined by GEOID03.
 BO0179
 BO0179.The dynamic height is computed by dividing the NAVD 88
 BO0179.geopotential number by the normal gravity value computed on the
 BO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0179.degrees latitude (g = 980.6199 gals.).
 BO0179
 BO0179.The modeled gravity was interpolated from observed gravity values.
 BO0179
 BO0179;                    North         East    Units  Estimated Accuracy
 BO0179;SPC TX C     - 3,102,930.      608,710.      MT  (+/- 180 meters Scaled)
 BO0179
 BO0179                          SUPERSEDED SURVEY CONTROL
 BO0179
 BO0179  NGVD 29 (??/??/92)  750.421  (m)         2462.01   (f) ADJ UNCH    1 2
 BO0179
 BO0179.Superseded values are not recommended for survey control.
 BO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0179.See file dsdata.txt to determine how the superseded data were derived.
 BO0179
 BO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU808865(NAD 83)
 BO0179_MARKER: DB = BENCH MARK DISK
 BO0179_SETTING: 80 = SET IN A BOULDER
 BO0179_SP_SET: BOULDER
 BO0179_STAMPING: P 701 1942
 BO0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0179+STABILITY: SURFACE MOTION
 BO0179
 BO0179  HISTORY     - Date     Condition        Report By
 BO0179  HISTORY     - 1942     MONUMENTED       CGS
 BO0179
 BO0179                          STATION DESCRIPTION
 BO0179
 BO0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0179'12.65 MI S FROM OZONA.
 BO0179'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0179'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0179'ABOUT 8.05 MILES SOUTH ALONG A DIRT ROAD, 46.0 FEET WEST OF THE CENTER
 BO0179'LINE OF THE DIRT ROAD, 13.3 FEET SOUTH OF A SMALL CEDAR TREE, 15.0
 BO0179'FEET NORTH OF A SECOND CEDAR TREE, 12.0 FEET WEST OF A WIRE FENCE
 BO0179'WHICH RUNS PARALLEL WITH THE ROAD, SET IN THE TOP OF A BOULDER
 BO0179'SURROUNDED BY A CIRCLE OF ROCKS, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0279 ***********************************************************************
 BO0279  DESIGNATION -  P 702
 BO0279  PID         -  BO0279
 BO0279  STATE/COUNTY-  TX/CROCKETT
 BO0279  USGS QUAD   -  ANTONE CANYON (1970)
 BO0279
 BO0279                         *CURRENT SURVEY CONTROL
 BO0279  ___________________________________________________________________
 BO0279* NAD 83(1986)-  30 20 55.     (N)    101 30 23.     (W)     SCALED    
 BO0279* NAVD 88     -       571.184  (meters)    1873.96   (feet)  ADJUSTED  
 BO0279  ___________________________________________________________________
 BO0279  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 BO0279  DYNAMIC HT  -         570.336 (meters)    1871.18  (feet)  COMP
 BO0279  MODELED GRAV-     979,139.7   (mgal)                       NAVD 88
 BO0279
 BO0279  VERT ORDER  -  FIRST     CLASS II
 BO0279
 BO0279.The horizontal coordinates were scaled from a topographic map and have
 BO0279.an estimated accuracy of +/- 6 seconds.
 BO0279
 BO0279.The orthometric height was determined by differential leveling
 BO0279.and adjusted by the National Geodetic Survey in June 1991..
 BO0279
 BO0279.The geoid height was determined by GEOID03.
 BO0279
 BO0279.The dynamic height is computed by dividing the NAVD 88
 BO0279.geopotential number by the normal gravity value computed on the
 BO0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0279.degrees latitude (g = 980.6199 gals.).
 BO0279
 BO0279.The modeled gravity was interpolated from observed gravity values.
 BO0279
 BO0279;                    North         East    Units  Estimated Accuracy
 BO0279;SPC TX C     - 3,076,190.      587,220.      MT  (+/- 180 meters Scaled)
 BO0279
 BO0279                          SUPERSEDED SURVEY CONTROL
 BO0279
 BO0279  NGVD 29 (??/??/92)  571.019  (m)         1873.42   (f) ADJ UNCH    1 2
 BO0279
 BO0279.Superseded values are not recommended for survey control.
 BO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0279.See file dsdata.txt to determine how the superseded data were derived.
 BO0279
 BO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU590600(NAD 83)
 BO0279_MARKER: DB = BENCH MARK DISK
 BO0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0279_STAMPING: P 702 1942
 BO0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0279+STABILITY: SURFACE MOTION
 BO0279
 BO0279  HISTORY     - Date     Condition        Report By
 BO0279  HISTORY     - 1942     MONUMENTED       CGS
 BO0279
 BO0279                          STATION DESCRIPTION
 BO0279
 BO0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0279'12.55 MI NE FROM PANDALE.
 BO0279'THIS MARK IS ABOUT 12.55 MILES NORTHEAST ALONG A DIRT ROAD FROM THE
 BO0279'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 30.1 FEET NORTHEAST OF THE
 BO0279'CENTER LINE OF THE DIRT ROAD, 2.0 FEET EAST OF A WIRE FENCE WHICH RUNS
 BO0279'NORTH AND SOUTH, 10.4 FEET NORTH OF THE SOUTH END OF THE WIRE FENCE,
 BO0279'ABOUT 0.5 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0302 ***********************************************************************
 BO0302  DESIGNATION -  P 703
 BO0302  PID         -  BO0302
 BO0302  STATE/COUNTY-  TX/VAL VERDE
 BO0302  USGS QUAD   -  LITTLE FIELDER DRAW (1970)
 BO0302
 BO0302                         *CURRENT SURVEY CONTROL
 BO0302  ___________________________________________________________________
 BO0302* NAD 83(1986)-  30 03 39.     (N)    101 34 40.     (W)     SCALED    
 BO0302* NAVD 88     -       571.613  (meters)    1875.37   (feet)  ADJUSTED  
 BO0302  ___________________________________________________________________
 BO0302  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 BO0302  DYNAMIC HT  -         570.770 (meters)    1872.60  (feet)  COMP
 BO0302  MODELED GRAV-     979,149.7   (mgal)                       NAVD 88
 BO0302
 BO0302  VERT ORDER  -  FIRST     CLASS II
 BO0302
 BO0302.The horizontal coordinates were scaled from a topographic map and have
 BO0302.an estimated accuracy of +/- 6 seconds.
 BO0302
 BO0302.The orthometric height was determined by differential leveling
 BO0302.and adjusted by the National Geodetic Survey in June 1991..
 BO0302
 BO0302.The geoid height was determined by GEOID03.
 BO0302
 BO0302.The dynamic height is computed by dividing the NAVD 88
 BO0302.geopotential number by the normal gravity value computed on the
 BO0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0302.degrees latitude (g = 980.6199 gals.).
 BO0302
 BO0302.The modeled gravity was interpolated from observed gravity values.
 BO0302
 BO0302;                    North         East    Units  Estimated Accuracy
 BO0302;SPC TXSC     - 4,249,610.      351,470.      MT  (+/- 180 meters Scaled)
 BO0302
 BO0302                          SUPERSEDED SURVEY CONTROL
 BO0302
 BO0302  NGVD 29 (??/??/92)  571.477  (m)         1874.92   (f) ADJ UNCH    1 2
 BO0302
 BO0302.Superseded values are not recommended for survey control.
 BO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0302.See file dsdata.txt to determine how the superseded data were derived.
 BO0302
 BO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU514283(NAD 83)
 BO0302_MARKER: DB = BENCH MARK DISK
 BO0302_SETTING: 66 = SET IN ROCK OUTCROP
 BO0302_SP_SET: OUTROP
 BO0302_STAMPING: P 703 1942
 BO0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0302+STABILITY: POSITION/ELEVATION WELL
 BO0302
 BO0302  HISTORY     - Date     Condition        Report By
 BO0302  HISTORY     - 1942     MONUMENTED       CGS
 BO0302  HISTORY     - 19991229 GOOD             USPSQD
 BO0302
 BO0302                          STATION DESCRIPTION
 BO0302
 BO0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0302'11.6 MI S FROM PANDALE.
 BO0302'THIS MARK IS ABOUT 11.6 MILES SOUTH ALONG A DIRT ROAD FROM THE
 BO0302'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 116.9 FEET EAST OF THE
 BO0302'CENTER LINE OF THE DIRT ROAD, 96.4 FEET EAST OF A WIRE FENCE WHICH
 BO0302'RUNS PARALLEL WITH THE ROAD, 33.1 FEET SOUTH OF A CEDAR TREE, 41.5
 BO0302'FEET NORTHWEST OF A SECOND CEDAR TREE, SET IN THE TOP OF A ROCK
 BO0302'OUTCROP AND SURROUND BY A CIRCLE ROCKS, ABOUT 3.0 FEET LOWER THAN THE
 BO0302'ROAD.
 BO0302
 BO0302                          STATION RECOVERY (1999)
 BO0302
 BO0302'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0441 ***********************************************************************
 CD0441  DESIGNATION -  P 705
 CD0441  PID         -  CD0441
 CD0441  STATE/COUNTY-  TX/HUDSPETH
 CD0441  USGS QUAD   -  SCRATCH RANCH (1984)
 CD0441
 CD0441                         *CURRENT SURVEY CONTROL
 CD0441  ___________________________________________________________________
 CD0441* NAD 83(1986)-  31 32 33.     (N)    105 21 09.     (W)     SCALED    
 CD0441* NAVD 88     -      1295.736  (meters)    4251.09   (feet)  ADJUSTED  
 CD0441  ___________________________________________________________________
 CD0441  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0441  DYNAMIC HT  -        1293.736 (meters)    4244.53  (feet)  COMP
 CD0441  MODELED GRAV-     979,051.3   (mgal)                       NAVD 88
 CD0441
 CD0441  VERT ORDER  -  FIRST     CLASS II
 CD0441
 CD0441.The horizontal coordinates were scaled from a topographic map and have
 CD0441.an estimated accuracy of +/- 6 seconds.
 CD0441
 CD0441.The orthometric height was determined by differential leveling
 CD0441.and adjusted by the National Geodetic Survey in June 1991..
 CD0441
 CD0441.The geoid height was determined by GEOID03.
 CD0441
 CD0441.The dynamic height is computed by dividing the NAVD 88
 CD0441.geopotential number by the normal gravity value computed on the
 CD0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0441.degrees latitude (g = 980.6199 gals.).
 CD0441
 CD0441.The modeled gravity was interpolated from observed gravity values.
 CD0441
 CD0441;                    North         East    Units  Estimated Accuracy
 CD0441;SPC TX C     - 3,218,700.      223,580.      MT  (+/- 180 meters Scaled)
 CD0441
 CD0441                          SUPERSEDED SURVEY CONTROL
 CD0441
 CD0441  NGVD 29 (??/??/92) 1295.166  (m)         4249.22   (f) ADJ UNCH    1 2
 CD0441
 CD0441.Superseded values are not recommended for survey control.
 CD0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0441.See file dsdata.txt to determine how the superseded data were derived.
 CD0441
 CD0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ665897(NAD 83)
 CD0441_MARKER: DB = BENCH MARK DISK
 CD0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0441_STAMPING: P 705 1942
 CD0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0441+STABILITY: SURFACE MOTION
 CD0441
 CD0441  HISTORY     - Date     Condition        Report By
 CD0441  HISTORY     - 1942     MONUMENTED       CGS
 CD0441  HISTORY     - 1958     GOOD             NGS
 CD0441
 CD0441                          STATION DESCRIPTION
 CD0441
 CD0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0441'27.15 MI N FROM SIERRA BLANCA.
 CD0441'ABOUT 27.05 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0441'PACIFIC RAILROAD STATION AT SIERRA BLANCA, THENCE ABOUT 0.1 MILE EAST
 CD0441'ACROSS A PASTURE TO THE OLD ROAD BED, 27 FEET EAST OF THE CENTER LINE
 CD0441'OF THE OLD ROAD BED, ABOUT 0.2 MILE SOUTH OF A CURVE IN THE OLD ROAD
 CD0441'WITH TANGENTS SOUTH AND EAST, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 CD0441'POST, ABOUT LEVEL WITH THE OLD ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0441'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0278 ***********************************************************************
 BA0278  DESIGNATION -  P 707
 BA0278  PID         -  BA0278
 BA0278  STATE/COUNTY-  TX/BREWSTER
 BA0278  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0278
 BA0278                         *CURRENT SURVEY CONTROL
 BA0278  ___________________________________________________________________
 BA0278* NAD 83(1986)-  29 57 10.     (N)    103 34 55.     (W)     SCALED    
 BA0278* NAVD 88     -      1242.976  (meters)    4078.00   (feet)  ADJUSTED  
 BA0278  ___________________________________________________________________
 BA0278  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 BA0278  DYNAMIC HT  -        1240.923 (meters)    4071.26  (feet)  COMP
 BA0278  MODELED GRAV-     978,947.7   (mgal)                       NAVD 88
 BA0278
 BA0278  VERT ORDER  -  SECOND    CLASS 0
 BA0278
 BA0278.The horizontal coordinates were scaled from a topographic map and have
 BA0278.an estimated accuracy of +/- 6 seconds.
 BA0278
 BA0278.The orthometric height was determined by differential leveling
 BA0278.and adjusted by the National Geodetic Survey in June 1991..
 BA0278
 BA0278.The geoid height was determined by GEOID03.
 BA0278
 BA0278.The dynamic height is computed by dividing the NAVD 88
 BA0278.geopotential number by the normal gravity value computed on the
 BA0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0278.degrees latitude (g = 980.6199 gals.).
 BA0278
 BA0278.The modeled gravity was interpolated from observed gravity values.
 BA0278
 BA0278;                    North         East    Units  Estimated Accuracy
 BA0278;SPC TXSC     - 4,243,560.      157,840.      MT  (+/- 180 meters Scaled)
 BA0278
 BA0278                          SUPERSEDED SURVEY CONTROL
 BA0278
 BA0278  NGVD 29 (??/??/92) 1242.475  (m)         4076.35   (f) ADJ UNCH    2 0
 BA0278
 BA0278.Superseded values are not recommended for survey control.
 BA0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0278.See file dsdata.txt to determine how the superseded data were derived.
 BA0278
 BA0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP368143(NAD 83)
 BA0278_MARKER: DB = BENCH MARK DISK
 BA0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0278_STAMPING: P 707 1943
 BA0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0278+STABILITY: SURFACE MOTION
 BA0278
 BA0278  HISTORY     - Date     Condition        Report By
 BA0278  HISTORY     - 1943     MONUMENTED       CGS
 BA0278  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0278  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0278
 BA0278                          STATION DESCRIPTION
 BA0278
 BA0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0278'34.25 MI S FROM ALPINE.
 BA0278'THIS MARK IS ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE
 BA0278'RAILROAD STATION AT ALPINE, BREWSTER COUTNY, AND ABOUT 33.55 MILES
 BA0278'SOUTH ALONG A DIRT ROAD, ABOUT 1.05 MILES NORTH OF A DIRT ROAD RUNNING
 BA0278'SOUTHWEST TO THE 0.2 RANCH, 33.5 FEET WEST OF THE CENTER LINE OF THE
 BA0278'DIRT ROAD, 42.5 FEET EAST OF A WIRE FENCE WHICH RUNS NORTH AND SOUTH,
 BA0278'ABOUT LEVEL WITH THE ROAD, 2 FEET SOTH OF A STANDARD REFERENCE POST.
 BA0278
 BA0278                          STATION RECOVERY (1958)
 BA0278
 BA0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0278'MARK NOT FOUND.
 BA0278
 BA0278                          STATION RECOVERY (2001)
 BA0278
 BA0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0278'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0307 ***********************************************************************
 BA0307  DESIGNATION -  P 708
 BA0307  PID         -  BA0307
 BA0307  STATE/COUNTY-  TX/BREWSTER
 BA0307  USGS QUAD   -  PACKSADDLE MOUNTAIN (1983)
 BA0307
 BA0307                         *CURRENT SURVEY CONTROL
 BA0307  ___________________________________________________________________
 BA0307* NAD 83(1986)-  29 36 53.     (N)    103 34 02.     (W)     SCALED    
 BA0307* NAVD 88     -      1023.596  (meters)    3358.25   (feet)  ADJUSTED  
 BA0307  ___________________________________________________________________
 BA0307  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BA0307  DYNAMIC HT  -        1021.928 (meters)    3352.78  (feet)  COMP
 BA0307  MODELED GRAV-     978,978.7   (mgal)                       NAVD 88
 BA0307
 BA0307  VERT ORDER  -  SECOND    CLASS 0
 BA0307
 BA0307.The horizontal coordinates were scaled from a topographic map and have
 BA0307.an estimated accuracy of +/- 6 seconds.
 BA0307
 BA0307.The orthometric height was determined by differential leveling
 BA0307.and adjusted by the National Geodetic Survey in June 1991..
 BA0307
 BA0307.The geoid height was determined by GEOID03.
 BA0307
 BA0307.The dynamic height is computed by dividing the NAVD 88
 BA0307.geopotential number by the normal gravity value computed on the
 BA0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0307.degrees latitude (g = 980.6199 gals.).
 BA0307
 BA0307.The modeled gravity was interpolated from observed gravity values.
 BA0307
 BA0307;                    North         East    Units  Estimated Accuracy
 BA0307;SPC TXSC     - 4,206,060.      157,800.      MT  (+/- 180 meters Scaled)
 BA0307
 BA0307                          SUPERSEDED SURVEY CONTROL
 BA0307
 BA0307  NGVD 29 (??/??/92) 1023.142  (m)         3356.76   (f) ADJ UNCH    2 0
 BA0307
 BA0307.Superseded values are not recommended for survey control.
 BA0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0307.See file dsdata.txt to determine how the superseded data were derived.
 BA0307
 BA0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN387769(NAD 83)
 BA0307_MARKER: DB = BENCH MARK DISK
 BA0307_SETTING: 66 = SET IN ROCK OUTCROP
 BA0307_SP_SET: ROCK OUTCROP
 BA0307_STAMPING: P 708 1943
 BA0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0307+STABILITY: POSITION/ELEVATION WELL
 BA0307
 BA0307  HISTORY     - Date     Condition        Report By
 BA0307  HISTORY     - 1943     MONUMENTED       CGS
 BA0307  HISTORY     - 1958     GOOD             NGS
 BA0307  HISTORY     - 20010331 GOOD             NGS
 BA0307
 BA0307                          STATION DESCRIPTION
 BA0307
 BA0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0307'25.15 MI N FROM TERLINGUA.
 BA0307'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0307'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0307'THENCE ABOUT 9.75 MILES NORTH ALONG STATE HIGHWAY 118.  IN THE TOP OF
 BA0307'A SMALL ROCK OUTCROP FLUSH WITH THE GROUND, 175 1/2 FEET NORTHEAST OF
 BA0307'THE CENTER LINE OF THE HIGHWAY, ABOUT 0.6 MILE SOUTHEAST OF A SMALL
 BA0307'HOUSE AND A TRACK ROAD LEADING NORTHEAST, ABOUT 0.3 MILE SOUTHEAST OF
 BA0307'A STOCK PEN ON THE NORTHEAST SIDE OF THE HIGHWAY, ON THE SOUTH SLOPE
 BA0307'OF A SMALL HILL, 101 FEET NORTHEAST OF THE NORTHEAST HIGHWAY RIGHT OF
 BA0307'WAY FENCE, AND SURROUNDED BY A CIRCLE OF LOOSE ROCKS.
 BA0307
 BA0307                          STATION RECOVERY (2001)
 BA0307
 BA0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0309 ***********************************************************************
 BP0309  DESIGNATION -  P 709
 BP0309  PID         -  BP0309
 BP0309  STATE/COUNTY-  TX/BREWSTER
 BP0309  USGS QUAD   -  MARATHON (1983)
 BP0309
 BP0309                         *CURRENT SURVEY CONTROL
 BP0309  ___________________________________________________________________
 BP0309* NAD 83(1986)-  30 11 46.     (N)    103 14 51.     (W)     SCALED    
 BP0309* NAVD 88     -      1244.523  (meters)    4083.07   (feet)  ADJUSTED  
 BP0309  ___________________________________________________________________
 BP0309  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BP0309  DYNAMIC HT  -        1242.496 (meters)    4076.42  (feet)  COMP
 BP0309  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 BP0309
 BP0309  VERT ORDER  -  FIRST     CLASS II
 BP0309
 BP0309.The horizontal coordinates were scaled from a topographic map and have
 BP0309.an estimated accuracy of +/- 6 seconds.
 BP0309
 BP0309.The orthometric height was determined by differential leveling
 BP0309.and adjusted by the National Geodetic Survey in June 1991..
 BP0309
 BP0309.The geoid height was determined by GEOID03.
 BP0309
 BP0309.The dynamic height is computed by dividing the NAVD 88
 BP0309.geopotential number by the normal gravity value computed on the
 BP0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0309.degrees latitude (g = 980.6199 gals.).
 BP0309
 BP0309.The modeled gravity was interpolated from observed gravity values.
 BP0309
 BP0309;                    North         East    Units  Estimated Accuracy
 BP0309;SPC TXSC     - 4,269,290.      191,080.      MT  (+/- 180 meters Scaled)
 BP0309
 BP0309                          SUPERSEDED SURVEY CONTROL
 BP0309
 BP0309  NGVD 29 (??/??/92) 1244.113  (m)         4081.73   (f) ADJ UNCH    1 2
 BP0309
 BP0309.Superseded values are not recommended for survey control.
 BP0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0309.See file dsdata.txt to determine how the superseded data were derived.
 BP0309
 BP0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP687418(NAD 83)
 BP0309_MARKER: DB = BENCH MARK DISK
 BP0309_SETTING: 66 = SET IN ROCK OUTCROP
 BP0309_SP_SET: ROCK OUTCROP
 BP0309_STAMPING: P 709 1943
 BP0309_MARK LOGO: CGS   
 BP0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0309+STABILITY: POSITION/ELEVATION WELL
 BP0309
 BP0309  HISTORY     - Date     Condition        Report By
 BP0309  HISTORY     - 1943     MONUMENTED       CGS
 BP0309  HISTORY     - 1958     GOOD             NGS
 BP0309  HISTORY     - 1981     GOOD             NGS
 BP0309  HISTORY     - 20010331 GOOD             NGS
 BP0309
 BP0309                          STATION DESCRIPTION
 BP0309
 BP0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0309'0.65 MI S FROM MARATHON.
 BP0309'ABOUT 0.65 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE TEXAS AND NEW
 BP0309'ORLEANS RAILROAD STATION AT MARATHON, IN THE TOP OF A FLAT ROCK
 BP0309'OUTCROP PROJECTING 4 INCHES ON THE WEST SIDE, 28 FEET EAST OF THE
 BP0309'CENTER LINE OF THE ROAD, ABOUT 0.2 MILE SOUTH OF A JUNCTION WITH A
 BP0309'GRADED DIRT ROAD LEADING WEST, ABOUT 0.25 MILE WEST OF A CEMETERY, 102
 BP0309'FEET SOUTH OF A FENCE CORNER POST, AND 11 FEET WEST OF THE EAST
 BP0309'HIGHWAY RIGHT OF WAY FENCE.
 BP0309
 BP0309                          STATION RECOVERY (1981)
 BP0309
 BP0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0309'0.1 KM (0.05 MI) WEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0309'MARATHON, THENCE 1.1 KM (0.7 MI) SOUTH ALONG A PAVED ROAD, 0.2 KM (0.1
 BP0309'MI) SOUTH OF A PAVED ROAD LEADING WEST, IN THE CENTER OF A 2 BY 4 FT
 BP0309'EXPOSED AREA OF OUTCROPPING BEDROCK, 31.0 METERS (101.7 FT) SOUTH OF A
 BP0309'FENCE CORNER, 8.5 METERS (27.9 FT) EAST OF THE CENTER OF THE ROAD AND
 BP0309'3.4 METERS (11.2 FT) WEST OF A FENCE.
 BP0309'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BP0309
 BP0309                          STATION RECOVERY (2001)
 BP0309
 BP0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0309'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0305 ***********************************************************************
 DP0305  DESIGNATION -  P 71
 DP0305  PID         -  DP0305
 DP0305  STATE/COUNTY-  TX/GARZA
 DP0305  USGS QUAD   -  SOUTHLAND (1965)
 DP0305
 DP0305                         *CURRENT SURVEY CONTROL
 DP0305  ___________________________________________________________________
 DP0305* NAD 83(1986)-  33 21 34.     (N)    101 32 33.     (W)     SCALED    
 DP0305* NAVD 88     -       919.849  (meters)    3017.87   (feet)  POSTED    
 DP0305  ___________________________________________________________________
 DP0305  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 DP0305  DYNAMIC HT  -         918.660 (meters)    3013.97  (feet)  COMP
 DP0305  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 DP0305
 DP0305  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0305
 DP0305.The horizontal coordinates were scaled from a topographic map and have
 DP0305.an estimated accuracy of +/- 6 seconds.
 DP0305
 DP0305.The orthometric height was determined by differential leveling
 DP0305.and adjusted by the National Geodetic Survey in 1992..
 DP0305.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0305.rate of 1.1 thru 2.0 mm/km.
 DP0305
 DP0305.The geoid height was determined by GEOID03.
 DP0305
 DP0305.The dynamic height is computed by dividing the NAVD 88
 DP0305.geopotential number by the normal gravity value computed on the
 DP0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0305.degrees latitude (g = 980.6199 gals.).
 DP0305
 DP0305.The modeled gravity was interpolated from observed gravity values.
 DP0305
 DP0305;                    North         East    Units  Estimated Accuracy
 DP0305;SPC TXNC     - 2,191,810.      316,900.      MT  (+/- 180 meters Scaled)
 DP0305
 DP0305                          SUPERSEDED SURVEY CONTROL
 DP0305
 DP0305  NGVD 29 (??/??/92)  919.480  (m)         3016.66   (f) ADJ UNCH    1 2
 DP0305
 DP0305.Superseded values are not recommended for survey control.
 DP0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0305.See file dsdata.txt to determine how the superseded data were derived.
 DP0305
 DP0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB634940(NAD 83)
 DP0305_MARKER: DB = BENCH MARK DISK
 DP0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0305_STAMPING: 3016.66 P 71 1931
 DP0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0305+STABILITY: SURFACE MOTION
 DP0305
 DP0305  HISTORY     - Date     Condition        Report By
 DP0305  HISTORY     - 1931     MONUMENTED       CGS
 DP0305  HISTORY     - 1957     GOOD             NGS
 DP0305  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0305
 DP0305                          STATION DESCRIPTION
 DP0305
 DP0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DP0305'0.6 MI SE FROM SOUTHLAND.
 DP0305'0.6 MILE SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0305'SOUTHLAND, GARZA COUNTY, 100 FEET SOUTH OF A CROSSROAD, 35 FEET NORTH
 DP0305'OF THE FIRST POLE NORTH OF MILEPOST 698, 45 FEET EAST OF THE TRACK,
 DP0305'SOUTHEAST OF A CORNER IN THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF
 DP0305'A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 DP0305
 DP0305                          STATION RECOVERY (1982)
 DP0305
 DP0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0305'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0323 ***********************************************************************
 CB0323  DESIGNATION -  P 710
 CB0323  PID         -  CB0323
 CB0323  STATE/COUNTY-  TX/GLASSCOCK
 CB0323  USGS QUAD   -  CURRIE RESERVOIR (1963)
 CB0323
 CB0323                         *CURRENT SURVEY CONTROL
 CB0323  ___________________________________________________________________
 CB0323* NAD 83(1986)-  31 48 07.     (N)    101 16 26.     (W)     SCALED    
 CB0323* NAVD 88     -       764.049  (meters)    2506.72   (feet)  ADJUSTED  
 CB0323  ___________________________________________________________________
 CB0323  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CB0323  DYNAMIC HT  -         762.988 (meters)    2503.24  (feet)  COMP
 CB0323  MODELED GRAV-     979,226.3   (mgal)                       NAVD 88
 CB0323
 CB0323  VERT ORDER  -  SECOND    CLASS 0
 CB0323
 CB0323.The horizontal coordinates were scaled from a topographic map and have
 CB0323.an estimated accuracy of +/- 6 seconds.
 CB0323
 CB0323.The orthometric height was determined by differential leveling
 CB0323.and adjusted by the National Geodetic Survey in June 1991..
 CB0323
 CB0323.The geoid height was determined by GEOID03.
 CB0323
 CB0323.The dynamic height is computed by dividing the NAVD 88
 CB0323.geopotential number by the normal gravity value computed on the
 CB0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0323.degrees latitude (g = 980.6199 gals.).
 CB0323
 CB0323.The modeled gravity was interpolated from observed gravity values.
 CB0323
 CB0323;                    North         East    Units  Estimated Accuracy
 CB0323;SPC TX C     - 3,237,090.      610,940.      MT  (+/- 180 meters Scaled)
 CB0323
 CB0323                          SUPERSEDED SURVEY CONTROL
 CB0323
 CB0323  NGVD 29 (??/??/92)  763.792  (m)         2505.87   (f) ADJ UNCH    2 0
 CB0323
 CB0323.Superseded values are not recommended for survey control.
 CB0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0323.See file dsdata.txt to determine how the superseded data were derived.
 CB0323
 CB0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA847207(NAD 83)
 CB0323_MARKER: DB = BENCH MARK DISK
 CB0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0323_STAMPING: P 710 1942
 CB0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0323+STABILITY: SURFACE MOTION
 CB0323
 CB0323  HISTORY     - Date     Condition        Report By
 CB0323  HISTORY     - 1942     MONUMENTED       CGS
 CB0323  HISTORY     - 1973     GOOD             TXHD
 CB0323
 CB0323                          STATION DESCRIPTION
 CB0323
 CB0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0323'13.8 MI E FROM GARDEN CITY.
 CB0323'13.8 MILES EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0323'GARDEN CITY, GLASSCOCK COUNTY, 122 FEET SOUTHEAST OF A SMALL ELM TREE
 CB0323'ON THE HIGHWAY RIGHT-OF-WAY, 57 FEET SOUTH OF THE CENTERLINE OF THE
 CB0323'HIGHWAY, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND LEVEL WITH
 CB0323'THE HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 CB0323'INCHES ABOVE GROUND.
 CB0323
 CB0323                          STATION RECOVERY (1973)
 CB0323
 CB0323'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0455 ***********************************************************************
 CB0455  DESIGNATION -  P 711
 CB0455  PID         -  CB0455
 CB0455  STATE/COUNTY-  TX/GLASSCOCK
 CB0455  USGS QUAD   -  DEWEY LAKE (1965)
 CB0455
 CB0455                         *CURRENT SURVEY CONTROL
 CB0455  ___________________________________________________________________
 CB0455* NAD 83(1986)-  31 52 59.     (N)    101 41 20.     (W)     SCALED    
 CB0455* NAVD 88     -       789.892  (meters)    2591.50   (feet)  ADJUSTED  
 CB0455  ___________________________________________________________________
 CB0455  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CB0455  DYNAMIC HT  -         788.795 (meters)    2587.90  (feet)  COMP
 CB0455  MODELED GRAV-     979,224.0   (mgal)                       NAVD 88
 CB0455
 CB0455  VERT ORDER  -  SECOND    CLASS 0
 CB0455
 CB0455.The horizontal coordinates were scaled from a topographic map and have
 CB0455.an estimated accuracy of +/- 6 seconds.
 CB0455
 CB0455.The orthometric height was determined by differential leveling
 CB0455.and adjusted by the National Geodetic Survey in June 1991..
 CB0455
 CB0455.The geoid height was determined by GEOID03.
 CB0455
 CB0455.The dynamic height is computed by dividing the NAVD 88
 CB0455.geopotential number by the normal gravity value computed on the
 CB0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0455.degrees latitude (g = 980.6199 gals.).
 CB0455
 CB0455.The modeled gravity was interpolated from observed gravity values.
 CB0455
 CB0455;                    North         East    Units  Estimated Accuracy
 CB0455;SPC TX C     - 3,246,490.      571,750.      MT  (+/- 180 meters Scaled)
 CB0455
 CB0455                          SUPERSEDED SURVEY CONTROL
 CB0455
 CB0455  NGVD 29 (??/??/92)  789.589  (m)         2590.51   (f) ADJ UNCH    2 0
 CB0455
 CB0455.Superseded values are not recommended for survey control.
 CB0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0455.See file dsdata.txt to determine how the superseded data were derived.
 CB0455
 CB0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA456306(NAD 83)
 CB0455_MARKER: DB = BENCH MARK DISK
 CB0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0455_STAMPING: P 711 1942
 CB0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0455+STABILITY: SURFACE MOTION
 CB0455
 CB0455  HISTORY     - Date     Condition        Report By
 CB0455  HISTORY     - 1942     MONUMENTED       CGS
 CB0455
 CB0455                          STATION DESCRIPTION
 CB0455
 CB0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0455'12.8 MI W FROM GARDEN CITY.
 CB0455'12.8 MILES WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0455'CITY, GLASSCOCK COUNTY, 0.3 MILE EAST OF A DRAW, JUST EAST OF A WOODEN
 CB0455'GATE OPENING INTO A PASTURE, OPPOSITE A WOODEN GATE ON THE SOUTH SIDE
 CB0455'OF THE HIGHWAY, 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 12
 CB0455'FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD LEADING THROUGH THE
 CB0455'GATE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  AND SET IN THE
 CB0455'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0285 ***********************************************************************
 CB0285  DESIGNATION -  P 712
 CB0285  PID         -  CB0285
 CB0285  STATE/COUNTY-  TX/GLASSCOCK
 CB0285  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0285
 CB0285                         *CURRENT SURVEY CONTROL
 CB0285  ___________________________________________________________________
 CB0285* NAD 83(1986)-  31 44 09.     (N)    101 27 51.     (W)     SCALED    
 CB0285* NAVD 88     -       827.709  (meters)    2715.58   (feet)  ADJUSTED  
 CB0285  ___________________________________________________________________
 CB0285  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CB0285  DYNAMIC HT  -         826.555 (meters)    2711.79  (feet)  COMP
 CB0285  MODELED GRAV-     979,217.3   (mgal)                       NAVD 88
 CB0285
 CB0285  VERT ORDER  -  SECOND    CLASS 0
 CB0285
 CB0285.The horizontal coordinates were scaled from a topographic map and have
 CB0285.an estimated accuracy of +/- 6 seconds.
 CB0285
 CB0285.The orthometric height was determined by differential leveling
 CB0285.and adjusted by the National Geodetic Survey in June 1991..
 CB0285
 CB0285.The geoid height was determined by GEOID03.
 CB0285
 CB0285.The dynamic height is computed by dividing the NAVD 88
 CB0285.geopotential number by the normal gravity value computed on the
 CB0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0285.degrees latitude (g = 980.6199 gals.).
 CB0285
 CB0285.The modeled gravity was interpolated from observed gravity values.
 CB0285
 CB0285;                    North         East    Units  Estimated Accuracy
 CB0285;SPC TX C     - 3,229,930.      592,850.      MT  (+/- 180 meters Scaled)
 CB0285
 CB0285                          SUPERSEDED SURVEY CONTROL
 CB0285
 CB0285  NGVD 29 (??/??/92)  827.420  (m)         2714.63   (f) ADJ UNCH    2 0
 CB0285
 CB0285.Superseded values are not recommended for survey control.
 CB0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0285.See file dsdata.txt to determine how the superseded data were derived.
 CB0285
 CB0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA665137(NAD 83)
 CB0285_MARKER: DB = BENCH MARK DISK
 CB0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0285_STAMPING: P 712 1942
 CB0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0285+STABILITY: SURFACE MOTION
 CB0285
 CB0285  HISTORY     - Date     Condition        Report By
 CB0285  HISTORY     - 1942     MONUMENTED       CGS
 CB0285  HISTORY     - 1973     MARK NOT FOUND   USGS
 CB0285
 CB0285                          STATION DESCRIPTION
 CB0285
 CB0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0285'10.4 MI S FROM GARDEN CITY.
 CB0285'10.4 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE- GARDEN CITY
 CB0285'ROAD FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 70 FEET
 CB0285'NORTH OF A JOG IN THE EAST RIGHT-OF-WAY FENCE AT A FENCE RUNNING
 CB0285'EAST-AND-WEST, 39 FEET WEST OF THE CENTERLINE OF THE ROAD, 1-1/2 FEET
 CB0285'EAST OF THE WEST RIGHT-OF-WAY FENCE, 1-1/2 FEET NORTH OF A WHITE
 CB0285'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CB0285'INCHES ABOVE THE GROUND.
 CB0285
 CB0285                          STATION RECOVERY (1973)
 CB0285
 CB0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CB0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0425 ***********************************************************************
 CB0425  DESIGNATION -  P 713
 CB0425  PID         -  CB0425
 CB0425  STATE/COUNTY-  TX/REAGAN
 CB0425  USGS QUAD   -  GARDENER DRAW (1970)
 CB0425
 CB0425                         *CURRENT SURVEY CONTROL
 CB0425  ___________________________________________________________________
 CB0425* NAD 83(1986)-  31 21 35.     (N)    101 31 53.     (W)     SCALED    
 CB0425* NAVD 88     -       791.576  (meters)    2597.03   (feet)  ADJUSTED  
 CB0425  ___________________________________________________________________
 CB0425  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0425  DYNAMIC HT  -         790.444 (meters)    2593.32  (feet)  COMP
 CB0425  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 CB0425
 CB0425  VERT ORDER  -  SECOND    CLASS 0
 CB0425
 CB0425.The horizontal coordinates were scaled from a topographic map and have
 CB0425.an estimated accuracy of +/- 6 seconds.
 CB0425
 CB0425.The orthometric height was determined by differential leveling
 CB0425.and adjusted by the National Geodetic Survey in June 1991..
 CB0425
 CB0425.The geoid height was determined by GEOID03.
 CB0425
 CB0425.The dynamic height is computed by dividing the NAVD 88
 CB0425.geopotential number by the normal gravity value computed on the
 CB0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0425.degrees latitude (g = 980.6199 gals.).
 CB0425
 CB0425.The modeled gravity was interpolated from observed gravity values.
 CB0425
 CB0425;                    North         East    Units  Estimated Accuracy
 CB0425;SPC TX C     - 3,188,300.      586,030.      MT  (+/- 180 meters Scaled)
 CB0425
 CB0425                          SUPERSEDED SURVEY CONTROL
 CB0425
 CB0425  NGVD 29 (??/??/92)  791.249  (m)         2595.96   (f) ADJ UNCH    2 0
 CB0425
 CB0425.Superseded values are not recommended for survey control.
 CB0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0425.See file dsdata.txt to determine how the superseded data were derived.
 CB0425
 CB0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV592722(NAD 83)
 CB0425_MARKER: DB = BENCH MARK DISK
 CB0425_SETTING: 80 = SET IN A BOULDER
 CB0425_SP_SET: BOULDER
 CB0425_STAMPING: P 713 1942
 CB0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0425+STABILITY: SURFACE MOTION
 CB0425
 CB0425  HISTORY     - Date     Condition        Report By
 CB0425  HISTORY     - 1942     MONUMENTED       CGS
 CB0425  HISTORY     - 1970     MARK NOT FOUND   USGS
 CB0425
 CB0425                          STATION DESCRIPTION
 CB0425
 CB0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0425'13 MI N FROM BIG LAKE.
 CB0425'13 MILES NORTH ALONG RANCH-TO-MARKET HIGHWAY 33 FROM THE PANHANDLE AND
 CB0425'SANTA FE RAILROAD STATION AT BIG LAKE, REAGAN COUNTY, THENCE 2.1 MILES
 CB0425'WEST ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD.  ON THE
 CB0425'EAST SLOPE OF A GRADE NEAR THE SUMMIT OF A HILL, 61 FEET NORTH OF THE
 CB0425'CENTERLINE OF THE ROAD, 31 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE,
 CB0425'5 FEET SOUTHWEST OF A BOULDER PAINTED USBM, 4-1/2 FEET WEST-NORTHWEST
 CB0425'OF A 3-INCH MESQUITE TREE, IN THE TOP OF AND AT THE EAST EDGE OF A
 CB0425'FLAT BOULDER FLUSH WITH THE GROUND.
 CB0425
 CB0425                          STATION RECOVERY (1970)
 CB0425
 CB0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CB0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0338 ***********************************************************************
 CB0338  DESIGNATION -  P 714
 CB0338  PID         -  CB0338
 CB0338  STATE/COUNTY-  TX/REAGAN
 CB0338  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0338
 CB0338                         *CURRENT SURVEY CONTROL
 CB0338  ___________________________________________________________________
 CB0338* NAD 83(1986)-  31 38 13.     (N)    101 29 19.     (W)     SCALED    
 CB0338* NAVD 88     -       813.336  (meters)    2668.42   (feet)  ADJUSTED  
 CB0338  ___________________________________________________________________
 CB0338  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CB0338  DYNAMIC HT  -         812.194 (meters)    2664.67  (feet)  COMP
 CB0338  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 CB0338
 CB0338  VERT ORDER  -  SECOND    CLASS 0
 CB0338
 CB0338.The horizontal coordinates were scaled from a topographic map and have
 CB0338.an estimated accuracy of +/- 6 seconds.
 CB0338
 CB0338.The orthometric height was determined by differential leveling
 CB0338.and adjusted by the National Geodetic Survey in June 1991..
 CB0338
 CB0338.The geoid height was determined by GEOID03.
 CB0338
 CB0338.The dynamic height is computed by dividing the NAVD 88
 CB0338.geopotential number by the normal gravity value computed on the
 CB0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0338.degrees latitude (g = 980.6199 gals.).
 CB0338
 CB0338.The modeled gravity was interpolated from observed gravity values.
 CB0338
 CB0338;                    North         East    Units  Estimated Accuracy
 CB0338;SPC TX C     - 3,218,990.      590,410.      MT  (+/- 180 meters Scaled)
 CB0338
 CB0338                          SUPERSEDED SURVEY CONTROL
 CB0338
 CB0338  NGVD 29 (??/??/92)  813.038  (m)         2667.44   (f) ADJ UNCH    2 0
 CB0338
 CB0338.Superseded values are not recommended for survey control.
 CB0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0338.See file dsdata.txt to determine how the superseded data were derived.
 CB0338
 CB0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA639028(NAD 83)
 CB0338_MARKER: DB = BENCH MARK DISK
 CB0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0338_STAMPING: P 714 1942
 CB0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0338+STABILITY: SURFACE MOTION
 CB0338
 CB0338  HISTORY     - Date     Condition        Report By
 CB0338  HISTORY     - 1942     MONUMENTED       CGS
 CB0338  HISTORY     - 1973     GOOD             USGS
 CB0338
 CB0338                          STATION DESCRIPTION
 CB0338
 CB0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0338'IN GARDEN CITY.
 CB0338'IN REAGAN COUNTY, 20.0 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG
 CB0338'LAKE-GARDEN CITY ROAD FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK
 CB0338'COUNTY, AT A RIGHT-ANGLE CURVE FROM WHICH THE ROAD BEARS NORTH AND
 CB0338'WEST, IN THE NORTHWEST ANGLE OF A WIRE FENCE CORNER, 150 FEET
 CB0338'SOUTHEAST OF THE CENTERLINE OF THE ROAD AT THE MIDDLE OF THE CURVE,
 CB0338'37.5 FEET SOUTH OF THE CENTERLINE OF A PRIVATE ROAD RUNNING EAST
 CB0338'THROUGH A RED WOODEN GATE PAINTED A. J. WILLEKE RANCH 1-1/2 MI., 5
 CB0338'FEET WEST OF A NORTH-AND-SOUTH FENCE, 1 FOOT NORTH OF AN EAST-AND-WEST
 CB0338'FENCE LINE,1-1/2 FEET EAST OF A WHITE WOODEN WITNBESS POST AND SET IN
 CB0338'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CB0338
 CB0338                          STATION RECOVERY (1973)
 CB0338
 CB0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CB0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0270 ***********************************************************************
 CD0270  DESIGNATION -  P 715
 CD0270  PID         -  CD0270
 CD0270  STATE/COUNTY-  TX/CULBERSON
 CD0270  USGS QUAD   -  DELAWARE RANCH (1973)
 CD0270
 CD0270                         *CURRENT SURVEY CONTROL
 CD0270  ___________________________________________________________________
 CD0270* NAD 83(1986)-  31 24 12.     (N)    104 35 51.     (W)     SCALED    
 CD0270* NAVD 88     -      1433.605  (meters)    4703.42   (feet)  ADJUSTED  
 CD0270  ___________________________________________________________________
 CD0270  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CD0270  DYNAMIC HT  -        1431.383 (meters)    4696.13  (feet)  COMP
 CD0270  MODELED GRAV-     979,039.7   (mgal)                       NAVD 88
 CD0270
 CD0270  VERT ORDER  -  SECOND    CLASS 0
 CD0270
 CD0270.The horizontal coordinates were scaled from a topographic map and have
 CD0270.an estimated accuracy of +/- 6 seconds.
 CD0270
 CD0270.The orthometric height was determined by differential leveling
 CD0270.and adjusted by the National Geodetic Survey in June 1991..
 CD0270
 CD0270.The geoid height was determined by GEOID03.
 CD0270
 CD0270.The dynamic height is computed by dividing the NAVD 88
 CD0270.geopotential number by the normal gravity value computed on the
 CD0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0270.degrees latitude (g = 980.6199 gals.).
 CD0270
 CD0270.The modeled gravity was interpolated from observed gravity values.
 CD0270
 CD0270;                    North         East    Units  Estimated Accuracy
 CD0270;SPC TX C     - 3,200,290.      294,620.      MT  (+/- 180 meters Scaled)
 CD0270
 CD0270                          SUPERSEDED SURVEY CONTROL
 CD0270
 CD0270  NGVD 29 (??/??/92) 1433.099  (m)         4701.76   (f) ADJ UNCH    2 0
 CD0270
 CD0270.Superseded values are not recommended for survey control.
 CD0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0270.See file dsdata.txt to determine how the superseded data were derived.
 CD0270
 CD0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ382743(NAD 83)
 CD0270_MARKER: DB = BENCH MARK DISK
 CD0270_SETTING: 66 = SET IN ROCK OUTCROP
 CD0270_SP_SET: OUTCROP
 CD0270_STAMPING: P 715 1942
 CD0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0270+STABILITY: POSITION/ELEVATION WELL
 CD0270
 CD0270  HISTORY     - Date     Condition        Report By
 CD0270  HISTORY     - 1942     MONUMENTED       CGS
 CD0270  HISTORY     - 1958     GOOD             NGS
 CD0270
 CD0270                          STATION DESCRIPTION
 CD0270
 CD0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0270'49.1 MI N FROM VAN HORN.
 CD0270'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0270'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0270'HIGHWAY 54, THENCE ABOUT 17.7 MILES EAST ALONG A DIRT ROAD.  IN THE
 CD0270'TOP OF THE NORTH END OF A LONG ROCK OUTCROP, ABOUT 0.4 MILE
 CD0270'EAST-SOUTHEAST OF THE OLD GRISHAM-HUNTER RANCH CAMP AND THE JUNCTION
 CD0270'OF AN OLD ABANDONED ROAD LEADING SOUTHEAST, 51 FEET EAST OF THE CENTER
 CD0270'LINE OF THE OLD TRAIL ROAD, 23 FEET EAST OF A WHITE WOODEN WITNESS
 CD0270'POST, ABOUT 10 FEET ABOVE THE OLD ROAD, AND ABOUT 1.0 MILE
 CD0270'EAST-SOUTHEAST OF BENCH MARK N 715.  NOTE-- THERE IS NO ROAD FROM
 CD0270'BENCH MARK N 715 TO P 715.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0169 ***********************************************************************
 CD0169  DESIGNATION -  P 716
 CD0169  PID         -  CD0169
 CD0169  STATE/COUNTY-  TX/CULBERSON
 CD0169  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0169
 CD0169                         *CURRENT SURVEY CONTROL
 CD0169  ___________________________________________________________________
 CD0169* NAD 83(1986)-  31 29 31.     (N)    104 29 07.     (W)     SCALED    
 CD0169* NAVD 88     -      1324.929  (meters)    4346.87   (feet)  ADJUSTED  
 CD0169  ___________________________________________________________________
 CD0169  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CD0169  DYNAMIC HT  -        1322.885 (meters)    4340.17  (feet)  COMP
 CD0169  MODELED GRAV-     979,050.3   (mgal)                       NAVD 88
 CD0169
 CD0169  VERT ORDER  -  SECOND    CLASS 0
 CD0169
 CD0169.The horizontal coordinates were scaled from a topographic map and have
 CD0169.an estimated accuracy of +/- 6 seconds.
 CD0169
 CD0169.The orthometric height was determined by differential leveling
 CD0169.and adjusted by the National Geodetic Survey in June 1991..
 CD0169
 CD0169.The geoid height was determined by GEOID03.
 CD0169
 CD0169.The dynamic height is computed by dividing the NAVD 88
 CD0169.geopotential number by the normal gravity value computed on the
 CD0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0169.degrees latitude (g = 980.6199 gals.).
 CD0169
 CD0169.The modeled gravity was interpolated from observed gravity values.
 CD0169
 CD0169;                    North         East    Units  Estimated Accuracy
 CD0169;SPC TX C     - 3,209,710.      305,650.      MT  (+/- 180 meters Scaled)
 CD0169
 CD0169                          SUPERSEDED SURVEY CONTROL
 CD0169
 CD0169  NGVD 29 (??/??/92) 1324.418  (m)         4345.19   (f) ADJ UNCH    2 0
 CD0169
 CD0169.Superseded values are not recommended for survey control.
 CD0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0169.See file dsdata.txt to determine how the superseded data were derived.
 CD0169
 CD0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ488842(NAD 83)
 CD0169_MARKER: DB = BENCH MARK DISK
 CD0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0169_STAMPING: P 716 1942
 CD0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0169+STABILITY: SURFACE MOTION
 CD0169
 CD0169  HISTORY     - Date     Condition        Report By
 CD0169  HISTORY     - 1942     MONUMENTED       CGS
 CD0169  HISTORY     - 1958     GOOD             NGS
 CD0169
 CD0169                          STATION DESCRIPTION
 CD0169
 CD0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0169'65.3 MI SE FROM PINE SPRINGS.
 CD0169'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0169'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0169'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 36.2 MILES SOUTH ALONG
 CD0169'A GRADED DIRT ROAD.  33 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 CD0169'ABOUT 0.4 MILE SOUTHEAST OF A CATTLE GUARD, 2 FEET SOUTHEAST OF A
 CD0169'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 CD0169'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0385 ***********************************************************************
 CD0385  DESIGNATION -  P 717
 CD0385  PID         -  CD0385
 CD0385  STATE/COUNTY-  TX/CULBERSON
 CD0385  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0385
 CD0385                         *CURRENT SURVEY CONTROL
 CD0385  ___________________________________________________________________
 CD0385* NAD 83(1986)-  31 43 46.     (N)    104 30 28.     (W)     SCALED    
 CD0385* NAVD 88     -      1240.239  (meters)    4069.02   (feet)  ADJUSTED  
 CD0385  ___________________________________________________________________
 CD0385  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CD0385  DYNAMIC HT  -        1238.316 (meters)    4062.71  (feet)  COMP
 CD0385  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 CD0385
 CD0385  VERT ORDER  -  SECOND    CLASS 0
 CD0385
 CD0385.The horizontal coordinates were scaled from a topographic map and have
 CD0385.an estimated accuracy of +/- 6 seconds.
 CD0385
 CD0385.The orthometric height was determined by differential leveling
 CD0385.and adjusted by the National Geodetic Survey in June 1991..
 CD0385
 CD0385.The geoid height was determined by GEOID03.
 CD0385
 CD0385.The dynamic height is computed by dividing the NAVD 88
 CD0385.geopotential number by the normal gravity value computed on the
 CD0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0385.degrees latitude (g = 980.6199 gals.).
 CD0385
 CD0385.The modeled gravity was interpolated from observed gravity values.
 CD0385
 CD0385;                    North         East    Units  Estimated Accuracy
 CD0385;SPC TX C     - 3,236,100.      304,500.      MT  (+/- 180 meters Scaled)
 CD0385
 CD0385                          SUPERSEDED SURVEY CONTROL
 CD0385
 CD0385  NGVD 29 (??/??/92) 1239.686  (m)         4067.20   (f) ADJ UNCH    2 0
 CD0385
 CD0385.Superseded values are not recommended for survey control.
 CD0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0385.See file dsdata.txt to determine how the superseded data were derived.
 CD0385
 CD0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER466105(NAD 83)
 CD0385_MARKER: DB = BENCH MARK DISK
 CD0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0385_STAMPING: P 717 1942
 CD0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0385+STABILITY: SURFACE MOTION
 CD0385
 CD0385  HISTORY     - Date     Condition        Report By
 CD0385  HISTORY     - 1942     MONUMENTED       CGS
 CD0385  HISTORY     - 1958     GOOD             NGS
 CD0385
 CD0385                          STATION DESCRIPTION
 CD0385
 CD0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0385'39.7 MI SE FROM PINE SPRINGS.
 CD0385'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0385'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0385'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 10.6 MILES SOUTH ALONG
 CD0385'A GRADED DIRT ROAD.  23 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CD0385'ABOUT 1.0 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING SOUTHEAST TO
 CD0385'THE K C RANCH, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 CD0385'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0385'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0060 ***********************************************************************
 BB0060  DESIGNATION -  P 718
 BB0060  PID         -  BB0060
 BB0060  STATE/COUNTY-  TX/PRESIDIO
 BB0060  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0060
 BB0060                         *CURRENT SURVEY CONTROL
 BB0060  ___________________________________________________________________
 BB0060* NAD 83(1986)-  29 32 28.     (N)    104 19 00.     (W)     SCALED    
 BB0060* NAVD 88     -       779.119  (meters)    2556.16   (feet)  ADJUSTED  
 BB0060  ___________________________________________________________________
 BB0060  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 BB0060  DYNAMIC HT  -         777.857 (meters)    2552.02  (feet)  COMP
 BB0060  MODELED GRAV-     978,997.9   (mgal)                       NAVD 88
 BB0060
 BB0060  VERT ORDER  -  FIRST     CLASS II
 BB0060
 BB0060.The horizontal coordinates were scaled from a topographic map and have
 BB0060.an estimated accuracy of +/- 6 seconds.
 BB0060
 BB0060.The orthometric height was determined by differential leveling
 BB0060.and adjusted by the National Geodetic Survey in June 1991..
 BB0060
 BB0060.The geoid height was determined by GEOID03.
 BB0060
 BB0060.The dynamic height is computed by dividing the NAVD 88
 BB0060.geopotential number by the normal gravity value computed on the
 BB0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0060.degrees latitude (g = 980.6199 gals.).
 BB0060
 BB0060.The modeled gravity was interpolated from observed gravity values.
 BB0060
 BB0060;                    North         East    Units  Estimated Accuracy
 BB0060;SPC TXSC     - 4,200,980.       84,920.      MT  (+/- 180 meters Scaled)
 BB0060
 BB0060                          SUPERSEDED SURVEY CONTROL
 BB0060
 BB0060  NGVD 29 (??/??/92)  778.74   (m)         2554.9    (f) COMPUTED    1 2
 BB0060
 BB0060.Superseded values are not recommended for survey control.
 BB0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0060.See file dsdata.txt to determine how the superseded data were derived.
 BB0060
 BB0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN662681(NAD 83)
 BB0060_MARKER: DB = BENCH MARK DISK
 BB0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0060_STAMPING: P 718 1943
 BB0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0060+STABILITY: SURFACE MOTION
 BB0060
 BB0060  HISTORY     - Date     Condition        Report By
 BB0060  HISTORY     - 1943     MONUMENTED       CGS
 BB0060  HISTORY     - 1958     MARK NOT FOUND   NGS
 BB0060  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0060
 BB0060                          STATION DESCRIPTION
 BB0060
 BB0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0060'4.0 MI SE FROM PRESIDIO.
 BB0060'ALONG THE REDFORD ROAD ABOUT 4 MILES SOUTHEAST OF THE HIGH SCHOOL
 BB0060'BUILDING AT PRESIDIO, 80 FEET WEST OF THE CENTER OF A 6-FOOT GRADE
 BB0060'CUT, ON THE NORTH SIDE OF THE ROAD, 23 FEET NORTH OF THE CENTER LINE
 BB0060'OF THE ROAD, 1 1/2 FEET WEST OF A WHITE REFERENCE POST AND IS A BENCH
 BB0060'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 BB0060
 BB0060                          STATION RECOVERY (1958)
 BB0060
 BB0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0060'MARK NOT FOUND.
 BB0060
 BB0060                          STATION RECOVERY (1996)
 BB0060
 BB0060'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0061 ***********************************************************************
 BB0061  DESIGNATION -  P 718 RESET 1950
 BB0061  PID         -  BB0061
 BB0061  STATE/COUNTY-  TX/PRESIDIO
 BB0061  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0061
 BB0061                         *CURRENT SURVEY CONTROL
 BB0061  ___________________________________________________________________
 BB0061* NAD 83(1986)-  29 32 28.     (N)    104 19 00.     (W)     SCALED    
 BB0061* NAVD 88     -       779.39   (meters)    2557.0    (feet)  RESET     
 BB0061  ___________________________________________________________________
 BB0061  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 BB0061
 BB0061  VERT ORDER  -  THIRD
 BB0061
 BB0061.The horizontal coordinates were scaled from a topographic map and have
 BB0061.an estimated accuracy of +/- 6 seconds.
 BB0061
 BB0061.The orthometric height was computed from unverified reset data.
 BB0061
 BB0061.The geoid height was determined by GEOID03.
 BB0061
 BB0061;                    North         East    Units  Estimated Accuracy
 BB0061;SPC TXSC     - 4,200,980.       84,920.      MT  (+/- 180 meters Scaled)
 BB0061
 BB0061                          SUPERSEDED SURVEY CONTROL
 BB0061
 BB0061.No superseded survey control is available for this station.
 BB0061
 BB0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN662681(NAD 83)
 BB0061_MARKER: DB = BENCH MARK DISK
 BB0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0061_STAMPING: P 718 RESET 1950
 BB0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0061+STABILITY: SURFACE MOTION
 BB0061
 BB0061  HISTORY     - Date     Condition        Report By
 BB0061  HISTORY     - 1950     MONUMENTED       CGS
 BB0061  HISTORY     - 1958     GOOD             NGS
 BB0061  HISTORY     - 1973     GOOD             NGS
 BB0061  HISTORY     - 1981     GOOD             NGS
 BB0061
 BB0061                          STATION DESCRIPTION
 BB0061
 BB0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0061'4.25 MI SE FROM PRESIDIO.
 BB0061'ABOUT 4.25 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0061'PRESIDIO, 109 FEET NORTH OF THE CENTER LINE OF THE ROAD, ON THE INSIDE
 BB0061'OF A CURVE, 96 FEET NORTHEAST OF THE NORTH END OF A PIPE CULVERT,
 BB0061'ABOUT 27 YARDS NORTHWEST OF THE WEST END OF A CUT, 1 FOOT SOUTH OF A
 BB0061'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD,
 BB0061'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BB0061
 BB0061                          STATION RECOVERY (1973)
 BB0061
 BB0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0061'RECOVERED IN GOOD CONDITION.
 BB0061
 BB0061                          STATION RECOVERY (1981)
 BB0061
 BB0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0061'6.5 KM (4.05 MI) SOUTHEASTERLY ALONG FARM ROAD 170 FROM ITS SOUTH
 BB0061'JUNCTION WITH U.S. HIGHWAY 67 IN PRESIDIO, ON THE INSIDE OF A CURVE.
 BB0061'33.2 M. (109.0 FT) NNE OF THECENTERLINE OF THE HIGHWAY, 29.3 M. (96.0
 BB0061'FT) NE OF THE NORTH END OF A 18 INCH GALANIZED PIPE CULVERT, 25.0 M.
 BB0061'(82.0 FT) NW OF THE WEST END OF A CUTBACK, 15.9 M. (52.0 FT) NW OF OF
 BB0061'THE CENTER OF A PRIVATE DRIVEWAY, AND 0.4 M. (1.2 FT) SW OF A 4 X 4
 BB0061'WOODEN WITNESS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0162 ***********************************************************************
 BB0162  DESIGNATION -  P 719
 BB0162  PID         -  BB0162
 BB0162  STATE/COUNTY-  TX/PRESIDIO
 BB0162  USGS QUAD   -  CASA PIEDRA (1983)
 BB0162
 BB0162                         *CURRENT SURVEY CONTROL
 BB0162  ___________________________________________________________________
 BB0162* NAD 83(1986)-  29 43 27.     (N)    104 04 51.     (W)     SCALED    
 BB0162* NAVD 88     -      1036.107  (meters)    3399.29   (feet)  ADJUSTED  
 BB0162  ___________________________________________________________________
 BB0162  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 BB0162  DYNAMIC HT  -        1034.428 (meters)    3393.79  (feet)  COMP
 BB0162  MODELED GRAV-     978,987.8   (mgal)                       NAVD 88
 BB0162
 BB0162  VERT ORDER  -  SECOND    CLASS 0
 BB0162
 BB0162.The horizontal coordinates were scaled from a topographic map and have
 BB0162.an estimated accuracy of +/- 6 seconds.
 BB0162
 BB0162.The orthometric height was determined by differential leveling
 BB0162.and adjusted by the National Geodetic Survey in June 1991..
 BB0162
 BB0162.The geoid height was determined by GEOID03.
 BB0162
 BB0162.The dynamic height is computed by dividing the NAVD 88
 BB0162.geopotential number by the normal gravity value computed on the
 BB0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0162.degrees latitude (g = 980.6199 gals.).
 BB0162
 BB0162.The modeled gravity was interpolated from observed gravity values.
 BB0162
 BB0162;                    North         East    Units  Estimated Accuracy
 BB0162;SPC TXSC     - 4,220,230.      108,630.      MT  (+/- 180 meters Scaled)
 BB0162
 BB0162                          SUPERSEDED SURVEY CONTROL
 BB0162
 BB0162  NGVD 29 (??/??/92) 1035.765  (m)         3398.17   (f) ADJ UNCH    2 0
 BB0162
 BB0162.Superseded values are not recommended for survey control.
 BB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0162.See file dsdata.txt to determine how the superseded data were derived.
 BB0162
 BB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN888885(NAD 83)
 BB0162_MARKER: DB = BENCH MARK DISK
 BB0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0162_STAMPING: P 719 1943
 BB0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0162+STABILITY: SURFACE MOTION
 BB0162
 BB0162  HISTORY     - Date     Condition        Report By
 BB0162  HISTORY     - 1943     MONUMENTED       CGS
 BB0162  HISTORY     - 1958     GOOD             NGS
 BB0162
 BB0162                          STATION DESCRIPTION
 BB0162
 BB0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0162'1.95 MI SW FROM CASA PIEDRA.
 BB0162'ABOUT 0.3 MILE WEST ALONG A GRADED DIRT ROAD FROM THE C. L. VASQUEZ
 BB0162'STORE AT CASA PIEDRA, THENCE ABOUT 1.65 MILES SOUTHWEST ALONG A GRADED
 BB0162'DIRT ROAD.  34 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 52 FEET
 BB0162'NORTHEAST OF THE 4TH POLE SOUTHWEST OF MILE POST 1005, 51 1/2 FEET
 BB0162'SOUTHEAST OF THE NEAR RAIL OF THE PANHANDLE AND SANTA FE RAILWAY
 BB0162'TRACK, 4 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAILWAY RIGHT OF WAY
 BB0162'FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 BB0162'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0392 ***********************************************************************
 CU0392  DESIGNATION -  P 72
 CU0392  PID         -  CU0392
 CU0392  STATE/COUNTY-  TX/SCURRY
 CU0392  USGS QUAD   -  BRAND (1954)
 CU0392
 CU0392                         *CURRENT SURVEY CONTROL
 CU0392  ___________________________________________________________________
 CU0392* NAD 83(1986)-  32 45 29.     (N)    100 56 04.     (W)     SCALED    
 CU0392* NAVD 88     -       722.418  (meters)    2370.13   (feet)  ADJUSTED  
 CU0392  ___________________________________________________________________
 CU0392  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CU0392  DYNAMIC HT  -         721.469 (meters)    2367.02  (feet)  COMP
 CU0392  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 CU0392
 CU0392  VERT ORDER  -  FIRST     CLASS II
 CU0392
 CU0392.The horizontal coordinates were scaled from a topographic map and have
 CU0392.an estimated accuracy of +/- 6 seconds.
 CU0392
 CU0392.The orthometric height was determined by differential leveling
 CU0392.and adjusted by the National Geodetic Survey in June 1991..
 CU0392
 CU0392.The geoid height was determined by GEOID03.
 CU0392
 CU0392.The dynamic height is computed by dividing the NAVD 88
 CU0392.geopotential number by the normal gravity value computed on the
 CU0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0392.degrees latitude (g = 980.6199 gals.).
 CU0392
 CU0392.The modeled gravity was interpolated from observed gravity values.
 CU0392
 CU0392;                    North         East    Units  Estimated Accuracy
 CU0392;SPC TXNC     - 2,123,670.      371,920.      MT  (+/- 180 meters Scaled)
 CU0392
 CU0392                          SUPERSEDED SURVEY CONTROL
 CU0392
 CU0392  NGVD 29 (??/??/92)  722.132  (m)         2369.19   (f) ADJ UNCH    1 2
 CU0392
 CU0392.Superseded values are not recommended for survey control.
 CU0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0392.See file dsdata.txt to determine how the superseded data were derived.
 CU0392
 CU0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB187261(NAD 83)
 CU0392_MARKER: DB = BENCH MARK DISK
 CU0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0392_SP_SET: ABUTMENT
 CU0392_STAMPING: 2369.195 P 72 1931
 CU0392_MARK LOGO: CGS   
 CU0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0392
 CU0392  HISTORY     - Date     Condition        Report By
 CU0392  HISTORY     - 1931     MONUMENTED       CGS
 CU0392  HISTORY     - 1948     GOOD             NGS
 CU0392  HISTORY     - 1982     GOOD             NGS
 CU0392
 CU0392                          STATION DESCRIPTION
 CU0392
 CU0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CU0392'2 MI N FROM SNYDER.
 CU0392'2 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0392'STATION AT SNYDER, SCURRY COUNTY, 160 FEET NORTH OF MILEPOST 755, AT
 CU0392'BRIDGE 754A, IN THE SOUTH ABUTMENT, AND ON THE WEST SIDE OF THE TRACK.
 CU0392
 CU0392                          STATION RECOVERY (1982)
 CU0392
 CU0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0392'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 CU0392'MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION WITH U.S.
 CU0392'HIGHWAY 84 IN SNYDER, THENCE 8.6 KM (5.35 MI) NORTHWESTERLY ALONG THE
 CU0392'SANTA FE RAILROAD, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CU0392'CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER DEEP CREEK, 48.8 METERS
 CU0392'(160.1 FT) NORTHWEST OF MILEPOST 755 AND 3.0 METERS (9.8 FT) SOUTHWEST
 CU0392'OF THE NEAR RAIL.
 CU0392'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0240 ***********************************************************************
 BO0240  DESIGNATION -  P 720
 BO0240  PID         -  BO0240
 BO0240  STATE/COUNTY-  TX/VAL VERDE
 BO0240  USGS QUAD   -  STEEL STAR DRAW (1970)
 BO0240
 BO0240                         *CURRENT SURVEY CONTROL
 BO0240  ___________________________________________________________________
 BO0240* NAD 83(1986)-  30 12 37.     (N)    101 21 52.     (W)     SCALED    
 BO0240* NAVD 88     -       673.654  (meters)    2210.15   (feet)  ADJUSTED  
 BO0240  ___________________________________________________________________
 BO0240  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 BO0240  DYNAMIC HT  -         672.655 (meters)    2206.87  (feet)  COMP
 BO0240  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 BO0240
 BO0240  VERT ORDER  -  SECOND    CLASS 0
 BO0240
 BO0240.The horizontal coordinates were scaled from a topographic map and have
 BO0240.an estimated accuracy of +/- 6 seconds.
 BO0240
 BO0240.The orthometric height was determined by differential leveling
 BO0240.and adjusted by the National Geodetic Survey in June 1991..
 BO0240
 BO0240.The geoid height was determined by GEOID03.
 BO0240
 BO0240.The dynamic height is computed by dividing the NAVD 88
 BO0240.geopotential number by the normal gravity value computed on the
 BO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0240.degrees latitude (g = 980.6199 gals.).
 BO0240
 BO0240.The modeled gravity was interpolated from observed gravity values.
 BO0240
 BO0240;                    North         East    Units  Estimated Accuracy
 BO0240;SPC TXSC     - 4,265,740.      372,370.      MT  (+/- 180 meters Scaled)
 BO0240
 BO0240                          SUPERSEDED SURVEY CONTROL
 BO0240
 BO0240  NGVD 29 (??/??/92)  673.509  (m)         2209.67   (f) ADJ UNCH    2 0
 BO0240
 BO0240.Superseded values are not recommended for survey control.
 BO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0240.See file dsdata.txt to determine how the superseded data were derived.
 BO0240
 BO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU724444(NAD 83)
 BO0240_MARKER: DB = BENCH MARK DISK
 BO0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0240_STAMPING: P-720 1942
 BO0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0240+STABILITY: SURFACE MOTION
 BO0240
 BO0240  HISTORY     - Date     Condition        Report By
 BO0240  HISTORY     - 1942     MONUMENTED       CGS
 BO0240  HISTORY     - 1970     GOOD             USGS
 BO0240
 BO0240                          STATION DESCRIPTION
 BO0240
 BO0240'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BO0240'13.4 MI E FROM PANDALE.
 BO0240'ABOUT 13.4 MILES EAST ALONG A PUBLIC ROAD LEADING TO JUNO FROM THE
 BO0240'SCHOOLHOUSE AT PANDALE TO A JUNCTION WITH AN OLD ROAD SCAR LEADING
 BO0240'SOUTHEAST, 250 FEET SOUTHEAST ALONG ROAD SCAR AND 37 FEET NORTH OF
 BO0240'ROAD CENTER LINE.  81 FEET SOUTHWEST OF CENTER LINE OF NEW HIGHWAY. A
 BO0240'STANDARD DISK STAMPED P-720 1942 AND SET IN THE TOP OF A CONCRETE
 BO0240'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0084 ***********************************************************************
 BO0084  DESIGNATION -  P 722
 BO0084  PID         -  BO0084
 BO0084  STATE/COUNTY-  TX/VAL VERDE
 BO0084  USGS QUAD   -  WHITE DRAW (1973)
 BO0084
 BO0084                         *CURRENT SURVEY CONTROL
 BO0084  ___________________________________________________________________
 BO0084* NAD 83(1986)-  30 03 34.     (N)    100 59 23.     (W)     SCALED    
 BO0084* NAVD 88     -       564.025  (meters)    1850.47   (feet)  ADJUSTED  
 BO0084  ___________________________________________________________________
 BO0084  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BO0084  DYNAMIC HT  -         563.199 (meters)    1847.76  (feet)  COMP
 BO0084  MODELED GRAV-     979,159.3   (mgal)                       NAVD 88
 BO0084
 BO0084  VERT ORDER  -  SECOND    CLASS 0
 BO0084
 BO0084.The horizontal coordinates were scaled from a topographic map and have
 BO0084.an estimated accuracy of +/- 6 seconds.
 BO0084
 BO0084.The orthometric height was determined by differential leveling
 BO0084.and adjusted by the National Geodetic Survey in June 1991..
 BO0084
 BO0084.The geoid height was determined by GEOID03.
 BO0084
 BO0084.The dynamic height is computed by dividing the NAVD 88
 BO0084.geopotential number by the normal gravity value computed on the
 BO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0084.degrees latitude (g = 980.6199 gals.).
 BO0084
 BO0084.The modeled gravity was interpolated from observed gravity values.
 BO0084
 BO0084;                    North         East    Units  Estimated Accuracy
 BO0084;SPC TXSC     - 4,248,350.      408,150.      MT  (+/- 180 meters Scaled)
 BO0084
 BO0084                          SUPERSEDED SURVEY CONTROL
 BO0084
 BO0084  NGVD 29 (??/??/92)  563.905  (m)         1850.08   (f) ADJ UNCH    2 0
 BO0084
 BO0084.Superseded values are not recommended for survey control.
 BO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0084.See file dsdata.txt to determine how the superseded data were derived.
 BO0084
 BO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU081270(NAD 83)
 BO0084_MARKER: DB = BENCH MARK DISK
 BO0084_SETTING: 66 = SET IN ROCK OUTCROP
 BO0084_SP_SET: ROCK
 BO0084_STAMPING: P 722 1942
 BO0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0084+STABILITY: POSITION/ELEVATION WELL
 BO0084
 BO0084  HISTORY     - Date     Condition        Report By
 BO0084  HISTORY     - 1942     MONUMENTED       CGS
 BO0084
 BO0084                          STATION DESCRIPTION
 BO0084
 BO0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0084'20.0 MI NE FROM JUNO.
 BO0084'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0084'ABOUT 12.0 MILES EAST ALONG A RANCH ROAD TO LOMA ALTA FROM THE POST
 BO0084'OFFICE AT JUNO, VAL VERDE COUNTY, ABOUT 0.9 MILE EAST OF A WELL, SET
 BO0084'IN A LARGE FLAT LIMESTONE OUTCROP JUST AFTER CROSSING A DRAW, ABOUT
 BO0084'5.0 FEET NORTH OF THE SOUTH EDGE OF THE ROCK, 13.0 FEET NORTH OF THE
 BO0084'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0312 ***********************************************************************
 BO0312  DESIGNATION -  P 724
 BO0312  PID         -  BO0312
 BO0312  STATE/COUNTY-  TX/TERRELL
 BO0312  USGS QUAD   -  OASIS RANCH (1980)
 BO0312
 BO0312                         *CURRENT SURVEY CONTROL
 BO0312  ___________________________________________________________________
 BO0312* NAD 83(1986)-  30 28 57.     (N)    101 51 29.     (W)     SCALED    
 BO0312* NAVD 88     -       649.793  (meters)    2131.86   (feet)  ADJUSTED  
 BO0312  ___________________________________________________________________
 BO0312  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 BO0312  DYNAMIC HT  -         648.834 (meters)    2128.72  (feet)  COMP
 BO0312  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 BO0312
 BO0312  VERT ORDER  -  SECOND    CLASS 0
 BO0312
 BO0312.The horizontal coordinates were scaled from a topographic map and have
 BO0312.an estimated accuracy of +/- 6 seconds.
 BO0312
 BO0312.The orthometric height was determined by differential leveling
 BO0312.and adjusted by the National Geodetic Survey in June 1991..
 BO0312
 BO0312.The geoid height was determined by GEOID03.
 BO0312
 BO0312.The dynamic height is computed by dividing the NAVD 88
 BO0312.geopotential number by the normal gravity value computed on the
 BO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0312.degrees latitude (g = 980.6199 gals.).
 BO0312
 BO0312.The modeled gravity was interpolated from observed gravity values.
 BO0312
 BO0312;                    North         East    Units  Estimated Accuracy
 BO0312;SPC TXSC     - 4,296,970.      325,590.      MT  (+/- 180 meters Scaled)
 BO0312
 BO0312                          SUPERSEDED SURVEY CONTROL
 BO0312
 BO0312  NGVD 29 (??/??/92)  649.570  (m)         2131.13   (f) ADJ UNCH    2 0
 BO0312
 BO0312.Superseded values are not recommended for survey control.
 BO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0312.See file dsdata.txt to determine how the superseded data were derived.
 BO0312
 BO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU256757(NAD 83)
 BO0312_MARKER: DB = BENCH MARK DISK
 BO0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0312_STAMPING: P 724 1942
 BO0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0312+STABILITY: SURFACE MOTION
 BO0312
 BO0312  HISTORY     - Date     Condition        Report By
 BO0312  HISTORY     - 1942     MONUMENTED       CGS
 BO0312  HISTORY     - 1958     GOOD             NGS
 BO0312  HISTORY     - 1967     GOOD             NGS
 BO0312
 BO0312                          STATION DESCRIPTION
 BO0312
 BO0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0312'19.95 MI S FROM SHEFFIELD.
 BO0312'ABOUT 19.95 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0312'AT SHEFFIELD, 91 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BO0312'ABOUT 0.4 MILE SOUTH OF A STEEL CATTLE GUARD ACROSS THE HIGHWAY, 103
 BO0312'FEET WEST-SOUTHWEST OF THE SOUTHWEST END OF A 30-INCH STEEL CULVERT,
 BO0312'30 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 1 FOOT
 BO0312'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL
 BO0312'OF THE HIGHWAY, ABOUT 3 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY, AND
 BO0312'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BO0312
 BO0312                          STATION RECOVERY (1967)
 BO0312
 BO0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BO0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0390 ***********************************************************************
 CC0390  DESIGNATION -  P 726
 CC0390  PID         -  CC0390
 CC0390  STATE/COUNTY-  TX/REEVES
 CC0390  USGS QUAD   -  BIG HILL (1970)
 CC0390
 CC0390                         *CURRENT SURVEY CONTROL
 CC0390  ___________________________________________________________________
 CC0390* NAD 83(1986)-  31 23 28.     (N)    103 50 31.     (W)     SCALED    
 CC0390* NAVD 88     -       900.810  (meters)    2955.41   (feet)  ADJUSTED  
 CC0390  ___________________________________________________________________
 CC0390  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CC0390  DYNAMIC HT  -         899.473 (meters)    2951.02  (feet)  COMP
 CC0390  MODELED GRAV-     979,127.1   (mgal)                       NAVD 88
 CC0390
 CC0390  VERT ORDER  -  SECOND    CLASS 0
 CC0390
 CC0390.The horizontal coordinates were scaled from a topographic map and have
 CC0390.an estimated accuracy of +/- 6 seconds.
 CC0390
 CC0390.The orthometric height was determined by differential leveling
 CC0390.and adjusted by the National Geodetic Survey in June 1991..
 CC0390
 CC0390.The geoid height was determined by GEOID03.
 CC0390
 CC0390.The dynamic height is computed by dividing the NAVD 88
 CC0390.geopotential number by the normal gravity value computed on the
 CC0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0390.degrees latitude (g = 980.6199 gals.).
 CC0390
 CC0390.The modeled gravity was interpolated from observed gravity values.
 CC0390
 CC0390;                    North         East    Units  Estimated Accuracy
 CC0390;SPC TX C     - 3,196,430.      366,380.      MT  (+/- 180 meters Scaled)
 CC0390
 CC0390                          SUPERSEDED SURVEY CONTROL
 CC0390
 CC0390  NGVD 29 (??/??/92)  900.441  (m)         2954.20   (f) ADJ UNCH    2 0
 CC0390
 CC0390.Superseded values are not recommended for survey control.
 CC0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0390.See file dsdata.txt to determine how the superseded data were derived.
 CC0390
 CC0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ101735(NAD 83)
 CC0390_MARKER: DB = BENCH MARK DISK
 CC0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0390_STAMPING: P 726 1942
 CC0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0390+STABILITY: SURFACE MOTION
 CC0390
 CC0390  HISTORY     - Date     Condition        Report By
 CC0390  HISTORY     - 1942     MONUMENTED       CGS
 CC0390  HISTORY     - 1958     GOOD             NGS
 CC0390
 CC0390                          STATION DESCRIPTION
 CC0390
 CC0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0390'7.15 MI NW FROM TOYAH.
 CC0390'ABOUT 7.15 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0390'PACIFIC RAILWAY COMPANY STATION AT TOYAH, 50 FEET NORTHEAST OF THE
 CC0390'CENTER LINE OF THE ROAD, ABOUT 0.2 MILE SOUTHEAST OF A CATTLE GUARD,
 CC0390'ABOUT 0.1 MILE NORTHWEST OF A CULVERT, 1 1/2 FEET SOUTHEAST OF A WHITE
 CC0390'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 CC0390'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0057 ***********************************************************************
 CD0057  DESIGNATION -  P 727
 CD0057  PID         -  CD0057
 CD0057  STATE/COUNTY-  TX/CULBERSON
 CD0057  USGS QUAD   -  TWO MILL DRAW EAST (1973)
 CD0057
 CD0057                         *CURRENT SURVEY CONTROL
 CD0057  ___________________________________________________________________
 CD0057* NAD 83(1986)-  31 31 53.     (N)    104 10 10.     (W)     SCALED    
 CD0057* NAVD 88     -      1061.484  (meters)    3482.55   (feet)  ADJUSTED  
 CD0057  ___________________________________________________________________
 CD0057  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CD0057  DYNAMIC HT  -        1059.885 (meters)    3477.31  (feet)  COMP
 CD0057  MODELED GRAV-     979,098.3   (mgal)                       NAVD 88
 CD0057
 CD0057  VERT ORDER  -  SECOND    CLASS 0
 CD0057
 CD0057.The horizontal coordinates were scaled from a topographic map and have
 CD0057.an estimated accuracy of +/- 6 seconds.
 CD0057
 CD0057.The orthometric height was determined by differential leveling
 CD0057.and adjusted by the National Geodetic Survey in June 1991..
 CD0057
 CD0057.The geoid height was determined by GEOID03.
 CD0057
 CD0057.The dynamic height is computed by dividing the NAVD 88
 CD0057.geopotential number by the normal gravity value computed on the
 CD0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0057.degrees latitude (g = 980.6199 gals.).
 CD0057
 CD0057.The modeled gravity was interpolated from observed gravity values.
 CD0057
 CD0057;                    North         East    Units  Estimated Accuracy
 CD0057;SPC TX C     - 3,213,000.      335,780.      MT  (+/- 180 meters Scaled)
 CD0057
 CD0057                          SUPERSEDED SURVEY CONTROL
 CD0057
 CD0057  NGVD 29 (??/??/92) 1061.045  (m)         3481.11   (f) ADJ UNCH    2 0
 CD0057
 CD0057.Superseded values are not recommended for survey control.
 CD0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0057.See file dsdata.txt to determine how the superseded data were derived.
 CD0057
 CD0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ788887(NAD 83)
 CD0057_MARKER: DB = BENCH MARK DISK
 CD0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0057_STAMPING: P 727 1942
 CD0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0057+STABILITY: SURFACE MOTION
 CD0057
 CD0057  HISTORY     - Date     Condition        Report By
 CD0057  HISTORY     - 1942     MONUMENTED       CGS
 CD0057  HISTORY     - 1958     GOOD             NGS
 CD0057
 CD0057                          STATION DESCRIPTION
 CD0057
 CD0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0057'31.25 MI NW FROM TOYAH.
 CD0057'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0057'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 22.3 MILES
 CD0057'NORTHWEST ALONG A GRADED DIRT ROAD.  27 FEET WEST-SOUTHWEST OF THE
 CD0057'CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 CD0057'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 CD0057'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0359 ***********************************************************************
 CC0359  DESIGNATION -  P 728
 CC0359  PID         -  CC0359
 CC0359  STATE/COUNTY-  TX/REEVES
 CC0359  USGS QUAD   -  TOYAH (1970)
 CC0359
 CC0359                         *CURRENT SURVEY CONTROL
 CC0359  ___________________________________________________________________
 CC0359* NAD 83(1986)-  31 17 28.     (N)    103 49 26.     (W)     SCALED    
 CC0359* NAVD 88     -       905.234  (meters)    2969.92   (feet)  ADJUSTED  
 CC0359  ___________________________________________________________________
 CC0359  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CC0359  DYNAMIC HT  -         903.896 (meters)    2965.53  (feet)  COMP
 CC0359  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 CC0359
 CC0359  VERT ORDER  -  FIRST     CLASS II
 CC0359
 CC0359.The horizontal coordinates were scaled from a topographic map and have
 CC0359.an estimated accuracy of +/- 6 seconds.
 CC0359
 CC0359.The orthometric height was determined by differential leveling
 CC0359.and adjusted by the National Geodetic Survey in June 1991..
 CC0359.WARNING-Repeat measurements at this control monument indicate possible
 CC0359.vertical movement.
 CC0359
 CC0359.The geoid height was determined by GEOID03.
 CC0359
 CC0359.The dynamic height is computed by dividing the NAVD 88
 CC0359.geopotential number by the normal gravity value computed on the
 CC0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0359.degrees latitude (g = 980.6199 gals.).
 CC0359
 CC0359.The modeled gravity was interpolated from observed gravity values.
 CC0359
 CC0359;                    North         East    Units  Estimated Accuracy
 CC0359;SPC TX C     - 3,185,290.      367,740.      MT  (+/- 180 meters Scaled)
 CC0359
 CC0359                          SUPERSEDED SURVEY CONTROL
 CC0359
 CC0359  NGVD 29 (??/??/92)  904.887  (m)         2968.78   (f) ADJ UNCH    1 2
 CC0359
 CC0359.Superseded values are not recommended for survey control.
 CC0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0359.See file dsdata.txt to determine how the superseded data were derived.
 CC0359
 CC0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ119624(NAD 83)
 CC0359_MARKER: DB = BENCH MARK DISK
 CC0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0359_STAMPING: P 728 1942
 CC0359_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0359+STABILITY: SURFACE MOTION
 CC0359
 CC0359  HISTORY     - Date     Condition        Report By
 CC0359  HISTORY     - 1942     MONUMENTED       CGS
 CC0359  HISTORY     - 1956     GOOD             NGS
 CC0359  HISTORY     - 1981     GOOD             NGS
 CC0359  HISTORY     - 19901117 GOOD             USPSQD
 CC0359
 CC0359                          STATION DESCRIPTION
 CC0359
 CC0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0359'2.5 MI SW FROM TOYAH.
 CC0359'2.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0359'STATION AT TOYAH, 17 POLES NORTHEAST OF MILEPOST 669, 40.9 FEET
 CC0359'SOUTHEAST OF THE SOUTHEAST RAIL, 82 FEET NORTHWEST OF THE CENTER LINE
 CC0359'OF THE NORTHWEST TRAFFIC LANE OF U.S. HIGHWAY 80, 6.8 FEET SOUTHWEST
 CC0359'OF A TELEPHONE POLE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP
 CC0359'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CC0359
 CC0359                          STATION RECOVERY (1981)
 CC0359
 CC0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0359'3.9 KM (2.45 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0359'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.2 KM (0.1 MI) NORTHEAST
 CC0359'OF MILE POST 20, 57.0 METERS (187.0 FT) NORTHWEST OF THE CENTERLINE
 CC0359'OF A FRONTAGE ROAD, 12.5 METERS (40.9 FT) SOUTHEAST OF THE NEAR
 CC0359'RAIL OF THE MISSOURI PACIFIC RAILROAD, AND 0.5 METER (1.6 FT)
 CC0359'WEST-NORTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0359'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CC0359'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 CC0359
 CC0359                          STATION RECOVERY (1990)
 CC0359
 CC0359'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CC0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0049 ***********************************************************************
 BQ0049  DESIGNATION -  P 729
 BQ0049  PID         -  BQ0049
 BQ0049  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0049  USGS QUAD   -  MAYFIELD HILLS (1978)
 BQ0049
 BQ0049                         *CURRENT SURVEY CONTROL
 BQ0049  ___________________________________________________________________
 BQ0049* NAD 83(1986)-  30 51 35.     (N)    104 30 18.     (W)     SCALED    
 BQ0049* NAVD 88     -      1300.648  (meters)    4267.21   (feet)  ADJUSTED  
 BQ0049  ___________________________________________________________________
 BQ0049  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 BQ0049  DYNAMIC HT  -        1298.571 (meters)    4260.40  (feet)  COMP
 BQ0049  MODELED GRAV-     978,998.6   (mgal)                       NAVD 88
 BQ0049
 BQ0049  VERT ORDER  -  SECOND    CLASS 0
 BQ0049
 BQ0049.The horizontal coordinates were scaled from a topographic map and have
 BQ0049.an estimated accuracy of +/- 6 seconds.
 BQ0049
 BQ0049.The orthometric height was determined by differential leveling
 BQ0049.and adjusted by the National Geodetic Survey in June 1991..
 BQ0049
 BQ0049.The geoid height was determined by GEOID03.
 BQ0049
 BQ0049.The dynamic height is computed by dividing the NAVD 88
 BQ0049.geopotential number by the normal gravity value computed on the
 BQ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0049.degrees latitude (g = 980.6199 gals.).
 BQ0049
 BQ0049.The modeled gravity was interpolated from observed gravity values.
 BQ0049
 BQ0049;                    North         East    Units  Estimated Accuracy
 BQ0049;SPC TX C     - 3,139,740.      301,150.      MT  (+/- 180 meters Scaled)
 BQ0049
 BQ0049                          SUPERSEDED SURVEY CONTROL
 BQ0049
 BQ0049  NGVD 29 (??/??/92) 1300.11   (m)         4265.4    (f) COMPUTED    2 0
 BQ0049
 BQ0049.Superseded values are not recommended for survey control.
 BQ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0049.See file dsdata.txt to determine how the superseded data were derived.
 BQ0049
 BQ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ473141(NAD 83)
 BQ0049_MARKER: DB = BENCH MARK DISK
 BQ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0049_STAMPING: P 729 1942
 BQ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0049+STABILITY: SURFACE MOTION
 BQ0049
 BQ0049  HISTORY     - Date     Condition        Report By
 BQ0049  HISTORY     - 1942     MONUMENTED       CGS
 BQ0049  HISTORY     - 1958     GOOD             NGS
 BQ0049
 BQ0049                          STATION DESCRIPTION
 BQ0049
 BQ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0049'18.7 MI S FROM BORACHO.
 BQ0049'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0049'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 17.65 MILES
 BQ0049'SOUTH ALONG A VERY POOR DIRT ROAD, THENCE 0.7 MILES SOUTHWEST ALONG A
 BQ0049'GRADED DIRT ROAD.  45 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BQ0049'ABOUT 0.5 MILE NORTHEAST OF THE MOON RANCH HEADQUARTERS, 1 1/2 FEET
 BQ0049'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BQ0049'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0475 ***********************************************************************
 CT0475  DESIGNATION -  P 73
 CT0475  PID         -  CT0475
 CT0475  STATE/COUNTY-  TX/TAYLOR
 CT0475  USGS QUAD   -  TUSCOLA (1967)
 CT0475
 CT0475                         *CURRENT SURVEY CONTROL
 CT0475  ___________________________________________________________________
 CT0475* NAD 83(1986)-  32 13 01.     (N)    099 47 52.     (W)     SCALED    
 CT0475* NAVD 88     -       602.982  (meters)    1978.28   (feet)  ADJUSTED  
 CT0475  ___________________________________________________________________
 CT0475  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CT0475  DYNAMIC HT  -         602.194 (meters)    1975.70  (feet)  COMP
 CT0475  MODELED GRAV-     979,313.2   (mgal)                       NAVD 88
 CT0475
 CT0475  VERT ORDER  -  FIRST     CLASS II
 CT0475
 CT0475.The horizontal coordinates were scaled from a topographic map and have
 CT0475.an estimated accuracy of +/- 6 seconds.
 CT0475
 CT0475.The orthometric height was determined by differential leveling
 CT0475.and adjusted by the National Geodetic Survey in June 1991..
 CT0475.WARNING-Repeat measurements at this control monument indicate possible
 CT0475.vertical movement.
 CT0475
 CT0475.The geoid height was determined by GEOID03.
 CT0475
 CT0475.The dynamic height is computed by dividing the NAVD 88
 CT0475.geopotential number by the normal gravity value computed on the
 CT0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0475.degrees latitude (g = 980.6199 gals.).
 CT0475
 CT0475.The modeled gravity was interpolated from observed gravity values.
 CT0475
 CT0475;                    North         East    Units  Estimated Accuracy
 CT0475;SPC TXNC     - 2,061,780.      477,660.      MT  (+/- 180 meters Scaled)
 CT0475
 CT0475                          SUPERSEDED SURVEY CONTROL
 CT0475
 CT0475  NGVD 29 (??/??/92)  602.722  (m)         1977.43   (f) ADJ UNCH    1 2
 CT0475
 CT0475.Superseded values are not recommended for survey control.
 CT0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0475.See file dsdata.txt to determine how the superseded data were derived.
 CT0475
 CT0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA248647(NAD 83)
 CT0475_MARKER: DB = BENCH MARK DISK
 CT0475_SETTING: 0 = UNSPECIFIED SETTING
 CT0475_MARK LOGO: CGS   
 CT0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0475
 CT0475  HISTORY     - Date     Condition        Report By
 CT0475  HISTORY     - UNK      MONUMENTED       CGS
 CT0475  HISTORY     - 1931     GOOD             NGS
 CT0475  HISTORY     - 1961     GOOD             NGS
 CT0475  HISTORY     - 1982     GOOD             NGS
 CT0475
 CT0475                          STATION DESCRIPTION
 CT0475
 CT0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CT0475'0.5 MI NE FROM TUSCOLA.
 CT0475'MARK IS ON THE PROPERTY OF THE SANTA FE RAILROAD 275 FEET SOUTH OF
 CT0475'SANTA FE AND ABALINE AND SOUTHERN RAILROAD CROSSING.  98 FEET WEST OF
 CT0475'THE A SANTA FE RAILROAD AND 7 1/2 RAILS SOUTH OF CROSSING MEASURED
 CT0475'ALONG THE ABILENE AND SOUTHERN AND EAST OF THE TRACK 100 FEET.
 CT0475
 CT0475                          STATION RECOVERY (1961)
 CT0475
 CT0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0475'RECOVERED IN GOOD CONDITION.
 CT0475
 CT0475                          STATION RECOVERY (1982)
 CT0475
 CT0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0475'10.6 KM (6.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0475'WITH FARM ROAD 604 IN LAWN, THENCE 3.9 KM (2.4 MI) SOUTHWESTERLY ALONG
 CT0475'U.S. HIGHWAY 83, THENCE 0.4 KM (0.25 MI) NORTHWESTERLY ALONG THE
 CT0475'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 81.4 METERS (267.1 FT) SOUTH
 CT0475'OF THE CENTER OF THE JUNCTION OF THE TWO RAILROADS, 55.8 METERS (183.1
 CT0475'FT) NORTHWEST OF SIGNAL NUMBER 4152, 53.0 METERS (173.9 FT)
 CT0475'SOUTH-SOUTHWEST OF MILEPOST 416, 28.7 METERS (94.2 FT) WEST-SOUTHWEST
 CT0475'OF THE NEAR RAIL AND 20.5 METERS (67.3 FT) EAST-SOUTHEAST OF THE NEAR
 CT0475'RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 CT0475'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CT0475'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0065 ***********************************************************************
 BQ0065  DESIGNATION -  P 730
 BQ0065  PID         -  BQ0065
 BQ0065  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0065  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0065
 BQ0065                         *CURRENT SURVEY CONTROL
 BQ0065  ___________________________________________________________________
 BQ0065* NAD 83(1993)-  30 32 40.18177(N)    104 29 20.17158(W)     ADJUSTED  
 BQ0065* NAVD 88     -      1346.997  (meters)    4419.27   (feet)  POSTED    
 BQ0065  ___________________________________________________________________
 BQ0065  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 BQ0065  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BQ0065  DYNAMIC HT  -        1344.770 (meters)    4411.97  (feet)  COMP
 BQ0065  MODELED GRAV-     978,938.6   (mgal)                       NAVD 88
 BQ0065
 BQ0065  HORZ ORDER  -  SECOND
 BQ0065  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0065
 BQ0065.The horizontal coordinates were established by classical geodetic methods
 BQ0065.and adjusted by the National Geodetic Survey in February 1996..
 BQ0065
 BQ0065.The orthometric height was determined by differential leveling
 BQ0065.and adjusted by the National Geodetic Survey in 1992..
 BQ0065.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0065.rate of 1.1 thru 2.0 mm/km.
 BQ0065
 BQ0065.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0065
 BQ0065.The geoid height was determined by GEOID03.
 BQ0065
 BQ0065.The dynamic height is computed by dividing the NAVD 88
 BQ0065.geopotential number by the normal gravity value computed on the
 BQ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0065.degrees latitude (g = 980.6199 gals.).
 BQ0065
 BQ0065.The modeled gravity was interpolated from observed gravity values.
 BQ0065
 BQ0065;                    North         East     Units Scale Factor Converg.
 BQ0065;SPC TX C     - 3,104,758.719   301,375.540   MT  0.99991333   -2 08 25.4
 BQ0065;SPC TX C     -10,186,195.90    988,762.92   sFT  0.99991333   -2 08 25.4
 BQ0065;UTM  13      - 3,379,233.416   549,019.898   MT  0.99962964   +0 15 35.0
 BQ0065
 BQ0065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0065!SPC TX C     -   0.99979205  x   0.99991333  =   0.99970539
 BQ0065!UTM  13      -   0.99979205  x   0.99962964  =   0.99942176
 BQ0065
 BQ0065                          SUPERSEDED SURVEY CONTROL
 BQ0065
 BQ0065  NAD 83(1986)-  30 32 40.17813(N)    104 29 20.17130(W) AD(       ) 2
 BQ0065  NAD 27      -  30 32 39.66519(N)    104 29 18.45241(W) AD(       ) 2
 BQ0065  NGVD 29 (??/??/92) 1346.415  (m)         4417.36   (f) ADJ UNCH    2 0
 BQ0065
 BQ0065.Superseded values are not recommended for survey control.
 BQ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0065.See file dsdata.txt to determine how the superseded data were derived.
 BQ0065
 BQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4902079233(NAD 83)
 BQ0065_MARKER: DB = BENCH MARK DISK
 BQ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0065_STAMPING: P 730 1942
 BQ0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0065
 BQ0065  HISTORY     - Date     Condition        Report By
 BQ0065  HISTORY     - 1942     MONUMENTED       NGS
 BQ0065  HISTORY     - 1973     GOOD             USGS
 BQ0065  HISTORY     - 1977     GOOD             NGS
 BQ0065
 BQ0065                          STATION DESCRIPTION
 BQ0065
 BQ0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BQ0065'2.9 MI S FROM VALENTINE.
 BQ0065'THIS MARK IS 2.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH FROM
 BQ0065'THE POST OFFICE AT VALENTINE, JEFF DAVIS COUNTY, 0.6 MILE SOUTH OF A
 BQ0065'ROAD RUNNING WEST, 2.0 FEET EAST OF A FENCE RUNNING NORTH-SOUTH, 32.2
 BQ0065'FEET WEST OF THE CENTERLINE OF THE ROAD, PROJECTING 6-INCHES ABOVE THE
 BQ0065'GROUND.
 BQ0065
 BQ0065                          STATION RECOVERY (1973)
 BQ0065
 BQ0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BQ0065'VALENTINE, 0.9 MILES SOUTHEAST OF POST OFFICE AT, ALONG U.S. HIGHWAY
 BQ0065'90, THENCE 1.8 MILES SOUTH ALONG A COUNTY ROAD LEADING TO THE BRITE
 BQ0065'RANCH. THENCE 0.7 MILES SOUTH ALONG THE LEFT FORK. 33 FEET WEST OF
 BQ0065'THE CENTERLINE OF THE ROAD. 2 FEET EAST OF A FENCE. IN A CONCRETE
 BQ0065'POST PROJECTING 4 INCHES ABOVE GROUND. A STANDARD TABLET STAMPED
 BQ0065'P-730, 1942.
 BQ0065
 BQ0065                          STATION RECOVERY (1977)
 BQ0065
 BQ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0065'THE STATION MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED IN
 BQ0065'LINE 260 TEXAS, BY R. ENTZ.  A TRIGONOMETRIC LEVEL TIE WAS
 BQ0065'MADE TO STATION BALDY 1917.
 BQ0065'
 BQ0065'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 BQ0065'SOUTHEAST ON U.S. HIGHWAY 90 FOR 0.95 MILE TO A GRADED SIDE
 BQ0065'ROAD RIGHT. TURN RIGHT AND GO SOUTHERLY ON THE GRADED ROAD FOR
 BQ0065'1.75 MILES TO A FORK AND A SIGN (NANCY ANN RANCH 6 MILES) ,
 BQ0065'BEAR LEFT AND CONTINUE SOUTHERLY ON A DIRT ROAD ALONG THE EAST
 BQ0065'SIDE OF A FENCELINE FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 BQ0065'
 BQ0065'THE STATION MARK, STAMPED---P 730 1943---, IS A STANDARD U.S.
 BQ0065'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A
 BQ0065'7-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 7 INCHES ABOVE
 BQ0065'THE GROUND. IT IS 1.8 FEET EAST OF A NORTH-SOUTH FENCE LINE
 BQ0065'AND 31.5 FEET WEST OF THE APPROXIMATE CENTER OF A GRADED DIRT
 BQ0065'ROAD.
 BQ0065'
 BQ0065'HEIGHT OF LIGHT SHOWN FROM ABOVE THE MARK WAS 1.29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0186 ***********************************************************************
 BQ0186  DESIGNATION -  P 731
 BQ0186  PID         -  BQ0186
 BQ0186  STATE/COUNTY-  TX/PRESIDIO
 BQ0186  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0186
 BQ0186                         *CURRENT SURVEY CONTROL
 BQ0186  ___________________________________________________________________
 BQ0186* NAD 83(1986)-  30 14 18.     (N)    104 32 59.     (W)     SCALED    
 BQ0186* NAVD 88     -      1234.991  (meters)    4051.80   (feet)  POSTED    
 BQ0186  ___________________________________________________________________
 BQ0186  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BQ0186  DYNAMIC HT  -        1232.970 (meters)    4045.17  (feet)  COMP
 BQ0186  MODELED GRAV-     978,962.9   (mgal)                       NAVD 88
 BQ0186
 BQ0186  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0186
 BQ0186.The horizontal coordinates were scaled from a topographic map and have
 BQ0186.an estimated accuracy of +/- 6 seconds.
 BQ0186
 BQ0186.The orthometric height was determined by differential leveling
 BQ0186.and adjusted by the National Geodetic Survey in 1992..
 BQ0186.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0186.rate of 1.1 thru 2.0 mm/km.
 BQ0186
 BQ0186.The geoid height was determined by GEOID03.
 BQ0186
 BQ0186.The dynamic height is computed by dividing the NAVD 88
 BQ0186.geopotential number by the normal gravity value computed on the
 BQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0186.degrees latitude (g = 980.6199 gals.).
 BQ0186
 BQ0186.The modeled gravity was interpolated from observed gravity values.
 BQ0186
 BQ0186;                    North         East    Units  Estimated Accuracy
 BQ0186;SPC TXSC     - 4,279,220.       66,020.      MT  (+/- 180 meters Scaled)
 BQ0186
 BQ0186                          SUPERSEDED SURVEY CONTROL
 BQ0186
 BQ0186  NGVD 29 (??/??/92) 1234.466  (m)         4050.08   (f) ADJ UNCH    2 0
 BQ0186
 BQ0186.Superseded values are not recommended for survey control.
 BQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0186.See file dsdata.txt to determine how the superseded data were derived.
 BQ0186
 BQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP433452(NAD 83)
 BQ0186_MARKER: DB = BENCH MARK DISK
 BQ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0186_STAMPING: P 731 1943
 BQ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0186+STABILITY: SURFACE MOTION
 BQ0186
 BQ0186  HISTORY     - Date     Condition        Report By
 BQ0186  HISTORY     - 1943     MONUMENTED       CGS
 BQ0186
 BQ0186                          STATION DESCRIPTION
 BQ0186
 BQ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0186'27.7 MI S FROM VALENTINE.
 BQ0186'THIS MARK IS 27.7 MILES SOUTH ALONG A DIRT ROAD TO CANDELARIA
 BQ0186'FROM THE POST OFFICE AT VALENTINE, 8.4 MILES SOUTH OF THE BRITE RANCH,
 BQ0186'SET ON THE INSIDE OF THE SOUTH END OF AN S-CURVE AROUND A KNOLL, SET
 BQ0186'IN THE TOP OF A PROMINENT BOULDER, 0.9 MILES NORTH OF CIENEGA RANCH,
 BQ0186'56.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 6.0 FEET HIGHER THAN THE
 BQ0186'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0213 ***********************************************************************
 BQ0213  DESIGNATION -  P 732
 BQ0213  PID         -  BQ0213
 BQ0213  STATE/COUNTY-  TX/PRESIDIO
 BQ0213  USGS QUAD   -  PUEBLO NUEVO (1979)
 BQ0213
 BQ0213                         *CURRENT SURVEY CONTROL
 BQ0213  ___________________________________________________________________
 BQ0213* NAD 83(1986)-  30 01 17.     (N)    104 41 11.     (W)     SCALED    
 BQ0213* NAVD 88     -       883.010  (meters)    2897.01   (feet)  POSTED    
 BQ0213  ___________________________________________________________________
 BQ0213  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BQ0213  DYNAMIC HT  -         881.580 (meters)    2892.32  (feet)  COMP
 BQ0213  MODELED GRAV-     978,992.7   (mgal)                       NAVD 88
 BQ0213
 BQ0213  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0213
 BQ0213.The horizontal coordinates were scaled from a topographic map and have
 BQ0213.an estimated accuracy of +/- 6 seconds.
 BQ0213
 BQ0213.The orthometric height was determined by differential leveling
 BQ0213.and adjusted by the National Geodetic Survey in 1992..
 BQ0213.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0213.rate of 1.1 thru 2.0 mm/km.
 BQ0213
 BQ0213.The geoid height was determined by GEOID03.
 BQ0213
 BQ0213.The dynamic height is computed by dividing the NAVD 88
 BQ0213.geopotential number by the normal gravity value computed on the
 BQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0213.degrees latitude (g = 980.6199 gals.).
 BQ0213
 BQ0213.The modeled gravity was interpolated from observed gravity values.
 BQ0213
 BQ0213;                    North         East    Units  Estimated Accuracy
 BQ0213;SPC TXSC     - 4,255,830.       51,710.      MT  (+/- 180 meters Scaled)
 BQ0213
 BQ0213                          SUPERSEDED SURVEY CONTROL
 BQ0213
 BQ0213  NGVD 29 (??/??/92)  882.539  (m)         2895.46   (f) ADJ UNCH    2 0
 BQ0213
 BQ0213.Superseded values are not recommended for survey control.
 BQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0213.See file dsdata.txt to determine how the superseded data were derived.
 BQ0213
 BQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP302211(NAD 83)
 BQ0213_MARKER: DB = BENCH MARK DISK
 BQ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0213_STAMPING: P 732 1943
 BQ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0213+STABILITY: SURFACE MOTION
 BQ0213
 BQ0213  HISTORY     - Date     Condition        Report By
 BQ0213  HISTORY     - 1943     MONUMENTED       CGS
 BQ0213
 BQ0213                          STATION DESCRIPTION
 BQ0213
 BQ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0213'3.0 MI NW FROM RUIDOSA.
 BQ0213'THIS MARK IS 3.0 MILES NORTHWEST ALONG THE ROAD TO CANDELARIA FROM THE
 BQ0213'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 0.5 MILE SOUTH-EAST OF A
 BQ0213'CATTLE GUARD, SET ON THE SUMMIT OF A HILL, 45.0 FEET WEST OF THE
 BQ0213'CENTERLINE OF THE ROAD, PROJECTING 5-INCHES ABOVE THE GROUND, 2.0 FEET
 BQ0213'SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0022 ***********************************************************************
 CD0022  DESIGNATION -  P 733
 CD0022  PID         -  CD0022
 CD0022  STATE/COUNTY-  TX/CULBERSON
 CD0022  USGS QUAD   -  SCREW BEAN DRAW EAST (1973)
 CD0022
 CD0022                         *CURRENT SURVEY CONTROL
 CD0022  ___________________________________________________________________
 CD0022* NAD 83(1986)-  31 49 03.     (N)    104 07 13.     (W)     SCALED    
 CD0022* NAVD 88     -       974.131  (meters)    3195.96   (feet)  ADJUSTED  
 CD0022  ___________________________________________________________________
 CD0022  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 CD0022  DYNAMIC HT  -         972.675 (meters)    3191.18  (feet)  COMP
 CD0022  MODELED GRAV-     979,113.0   (mgal)                       NAVD 88
 CD0022
 CD0022  VERT ORDER  -  SECOND    CLASS 0
 CD0022
 CD0022.The horizontal coordinates were scaled from a topographic map and have
 CD0022.an estimated accuracy of +/- 6 seconds.
 CD0022
 CD0022.The orthometric height was determined by differential leveling
 CD0022.and adjusted by the National Geodetic Survey in June 1991..
 CD0022
 CD0022.The geoid height was determined by GEOID03.
 CD0022
 CD0022.The dynamic height is computed by dividing the NAVD 88
 CD0022.geopotential number by the normal gravity value computed on the
 CD0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0022.degrees latitude (g = 980.6199 gals.).
 CD0022
 CD0022.The modeled gravity was interpolated from observed gravity values.
 CD0022
 CD0022;                    North         East    Units  Estimated Accuracy
 CD0022;SPC TX C     - 3,244,540.      341,530.      MT  (+/- 180 meters Scaled)
 CD0022
 CD0022                          SUPERSEDED SURVEY CONTROL
 CD0022
 CD0022  NGVD 29 (??/??/92)  973.647  (m)         3194.37   (f) ADJ UNCH    2 0
 CD0022
 CD0022.Superseded values are not recommended for survey control.
 CD0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0022.See file dsdata.txt to determine how the superseded data were derived.
 CD0022
 CD0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER832205(NAD 83)
 CD0022_MARKER: DB = BENCH MARK DISK
 CD0022_SETTING: 0 = UNSPECIFIED SETTING
 CD0022_STAMPING: P 733 1943
 CD0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0022
 CD0022  HISTORY     - Date     Condition        Report By
 CD0022  HISTORY     - 1943     MONUMENTED       CGS
 CD0022  HISTORY     - 1973     MARK NOT FOUND   USGS
 CD0022
 CD0022                          STATION DESCRIPTION
 CD0022
 CD0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0022'13.6 MI W FROM ORLA.
 CD0022'THIS MARK IS 13.6 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0022'ORLA, 0.4 MILE WEST OF A ROAD RUNNING NORTH, 26.0 FEET WEST OF POWER
 CD0022'POLE NUMBER 139-23, 21.0 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CD0022'PROJECTING 4-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE
 CD0022'REFERENCE POST.
 CD0022
 CD0022                          STATION RECOVERY (1973)
 CD0022
 CD0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CD0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0386 ***********************************************************************
 CD0386  DESIGNATION -  P 734
 CD0386  PID         -  CD0386
 CD0386  STATE/COUNTY-  TX/CULBERSON
 CD0386  USGS QUAD   -  COW MOUNTAIN (1973)
 CD0386
 CD0386                         *CURRENT SURVEY CONTROL
 CD0386  ___________________________________________________________________
 CD0386* NAD 83(1986)-  31 51 07.     (N)    104 30 36.     (W)     SCALED    
 CD0386* NAVD 88     -      1159.508  (meters)    3804.15   (feet)  ADJUSTED  
 CD0386  ___________________________________________________________________
 CD0386  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CD0386  DYNAMIC HT  -        1157.737 (meters)    3798.34  (feet)  COMP
 CD0386  MODELED GRAV-     979,073.1   (mgal)                       NAVD 88
 CD0386
 CD0386  VERT ORDER  -  SECOND    CLASS 0
 CD0386
 CD0386.The horizontal coordinates were scaled from a topographic map and have
 CD0386.an estimated accuracy of +/- 6 seconds.
 CD0386
 CD0386.The orthometric height was determined by differential leveling
 CD0386.and adjusted by the National Geodetic Survey in June 1991..
 CD0386
 CD0386.The geoid height was determined by GEOID03.
 CD0386
 CD0386.The dynamic height is computed by dividing the NAVD 88
 CD0386.geopotential number by the normal gravity value computed on the
 CD0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0386.degrees latitude (g = 980.6199 gals.).
 CD0386
 CD0386.The modeled gravity was interpolated from observed gravity values.
 CD0386
 CD0386;                    North         East    Units  Estimated Accuracy
 CD0386;SPC TX C     - 3,249,680.      304,800.      MT  (+/- 180 meters Scaled)
 CD0386
 CD0386                          SUPERSEDED SURVEY CONTROL
 CD0386
 CD0386  NGVD 29 (??/??/92) 1158.969  (m)         3802.38   (f) ADJ UNCH    2 0
 CD0386
 CD0386.Superseded values are not recommended for survey control.
 CD0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0386.See file dsdata.txt to determine how the superseded data were derived.
 CD0386
 CD0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER463241(NAD 83)
 CD0386_MARKER: DB = BENCH MARK DISK
 CD0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0386_STAMPING: P 734 1943
 CD0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0386+STABILITY: SURFACE MOTION
 CD0386
 CD0386  HISTORY     - Date     Condition        Report By
 CD0386  HISTORY     - 1943     MONUMENTED       CGS
 CD0386  HISTORY     - 1973     GOOD             USGS
 CD0386
 CD0386                          STATION DESCRIPTION
 CD0386
 CD0386'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0386'13.3 MI S FROM TX.-N.M. STATE LINE.
 CD0386'TO REACH FROM THE STATE LINE BAR AND CAFE ON U S HWY. 62 - 180 ON THE
 CD0386'TEXAS-NEW MEX. STATE LINE GO SOUTH ON TEXAS HWY 1108 FOR 10 MILES TO
 CD0386'THE 9K RANCH HEADQUARTERS, LEAVE HIGHWAY AND CONTINUE SOUTH ON GRADED
 CD0386'ROAD FOR 1.3 MILES TO A PIPELINE AND CROSSROAD TURN RIGHT (WEST) ON
 CD0386'PIPELINE ROAD FOR 2.0 MILES TO BM ON THE RIGHT.  BM IS 31 FT. WEST OF
 CD0386'TELEPHONE POLE NO. 116-22 AND 31 FT. NORTH OF THE CENTER OF THE
 CD0386'PIPELINE ROAD, IN A CONCRETE POST, A STANDARD DISK STAMPED P 734 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0087 ***********************************************************************
 BB0087  DESIGNATION -  P 735
 BB0087  PID         -  BB0087
 BB0087  STATE/COUNTY-  TX/PRESIDIO
 BB0087  USGS QUAD   -  CIENEGUITA (1983)
 BB0087
 BB0087                         *CURRENT SURVEY CONTROL
 BB0087  ___________________________________________________________________
 BB0087* NAD 83(1986)-  29 52 35.     (N)    104 15 56.     (W)     SCALED    
 BB0087* NAVD 88     -      1340.618  (meters)    4398.34   (feet)  ADJUSTED  
 BB0087  ___________________________________________________________________
 BB0087  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 BB0087  DYNAMIC HT  -        1338.359 (meters)    4390.93  (feet)  COMP
 BB0087  MODELED GRAV-     978,910.5   (mgal)                       NAVD 88
 BB0087
 BB0087  VERT ORDER  -  SECOND    CLASS 0
 BB0087
 BB0087.The horizontal coordinates were scaled from a topographic map and have
 BB0087.an estimated accuracy of +/- 6 seconds.
 BB0087
 BB0087.The orthometric height was determined by differential leveling
 BB0087.and adjusted by the National Geodetic Survey in June 1991..
 BB0087
 BB0087.The geoid height was determined by GEOID03.
 BB0087
 BB0087.The dynamic height is computed by dividing the NAVD 88
 BB0087.geopotential number by the normal gravity value computed on the
 BB0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0087.degrees latitude (g = 980.6199 gals.).
 BB0087
 BB0087.The modeled gravity was interpolated from observed gravity values.
 BB0087
 BB0087;                    North         East    Units  Estimated Accuracy
 BB0087;SPC TXSC     - 4,237,880.       91,540.      MT  (+/- 180 meters Scaled)
 BB0087
 BB0087                          SUPERSEDED SURVEY CONTROL
 BB0087
 BB0087  NGVD 29 (??/??/92) 1340.146  (m)         4396.80   (f) ADJ UNCH    2 0
 BB0087
 BB0087.Superseded values are not recommended for survey control.
 BB0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0087.See file dsdata.txt to determine how the superseded data were derived.
 BB0087
 BB0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP709053(NAD 83)
 BB0087_MARKER: DB = BENCH MARK DISK
 BB0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0087_STAMPING: P 735 1943
 BB0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0087+STABILITY: SURFACE MOTION
 BB0087
 BB0087  HISTORY     - Date     Condition        Report By
 BB0087  HISTORY     - 1943     MONUMENTED       CGS
 BB0087  HISTORY     - 1958     GOOD             NGS
 BB0087  HISTORY     - 19961010 GOOD             USPSQD
 BB0087
 BB0087                          STATION DESCRIPTION
 BB0087
 BB0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0087'6.2 MI NE FROM SHAFTER.
 BB0087'ABOUT 5.5 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE SCHOOL
 BB0087'HOUSE AT SHAFTER, THENCE ABOUT 0.7 MILE SOUTHEAST ALONG A GRADED DIRT
 BB0087'ROAD.  47 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE
 BB0087'NORTHWEST AND ACROSS THE ROAD FROM A WINDMILL AND CORRAL, 59 1/2 FEET
 BB0087'NORTH OF A TEE FENCE CORNER, 42 FEET NORTH OF THE NORTH END OF A PIPE
 BB0087'CATTLE GUARD, 40 FEET SOUTH OF THE EXTENDED CENTER LINE OF A DIRT
 BB0087'AIRSTRIP, 7 INCHES WEST OF A WOVEN WIRE FENCE, 2 FEET NORTH OF A WHITE
 BB0087'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 BB0087'FOOT.
 BB0087
 BB0087                          STATION RECOVERY (1996)
 BB0087
 BB0087'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0372 ***********************************************************************
 BA0372  DESIGNATION -  P 736
 BA0372  PID         -  BA0372
 BA0372  STATE/COUNTY-  TX/PRESIDIO
 BA0372  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0372
 BA0372                         *CURRENT SURVEY CONTROL
 BA0372  ___________________________________________________________________
 BA0372* NAD 83(1986)-  29 41 56.     (N)    103 55 31.     (W)     SCALED    
 BA0372* NAVD 88     -      1158.393  (meters)    3800.49   (feet)  ADJUSTED  
 BA0372  ___________________________________________________________________
 BA0372  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BA0372  DYNAMIC HT  -        1156.485 (meters)    3794.23  (feet)  COMP
 BA0372  MODELED GRAV-     978,955.6   (mgal)                       NAVD 88
 BA0372
 BA0372  VERT ORDER  -  SECOND    CLASS 0
 BA0372
 BA0372.The horizontal coordinates were scaled from a topographic map and have
 BA0372.an estimated accuracy of +/- 6 seconds.
 BA0372
 BA0372.The orthometric height was determined by differential leveling
 BA0372.and adjusted by the National Geodetic Survey in June 1991..
 BA0372
 BA0372.The geoid height was determined by GEOID03.
 BA0372
 BA0372.The dynamic height is computed by dividing the NAVD 88
 BA0372.geopotential number by the normal gravity value computed on the
 BA0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0372.degrees latitude (g = 980.6199 gals.).
 BA0372
 BA0372.The modeled gravity was interpolated from observed gravity values.
 BA0372
 BA0372;                    North         East    Units  Estimated Accuracy
 BA0372;SPC TXSC     - 4,216,790.      123,550.      MT  (+/- 180 meters Scaled)
 BA0372
 BA0372                          SUPERSEDED SURVEY CONTROL
 BA0372
 BA0372  NGVD 29 (??/??/92) 1158.030  (m)         3799.30   (f) ADJ UNCH    2 0
 BA0372
 BA0372.Superseded values are not recommended for survey control.
 BA0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0372.See file dsdata.txt to determine how the superseded data were derived.
 BA0372
 BA0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN039859(NAD 83)
 BA0372_MARKER: DB = BENCH MARK DISK
 BA0372_SETTING: 66 = SET IN ROCK OUTCROP
 BA0372_SP_SET: ROCK OUTCROP
 BA0372_STAMPING: P 736 1943
 BA0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0372+STABILITY: POSITION/ELEVATION WELL
 BA0372
 BA0372  HISTORY     - Date     Condition        Report By
 BA0372  HISTORY     - 1943     MONUMENTED       CGS
 BA0372  HISTORY     - 1958     GOOD             NGS
 BA0372
 BA0372                          STATION DESCRIPTION
 BA0372
 BA0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0372'9.85 MI SE FROM CASA PIEDRA.
 BA0372'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BA0372'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BA0372'ROAD, THENCE ABOUT 6.75 MILES SOUTHEAST ALONG A GRADED ROAD.  IN THE
 BA0372'TOP OF A GRAY ROCK OUTCROP PROJECTING 1 1/2 FEET ON THE NORTH SIDE, 63
 BA0372'FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE WEST OF THE
 BA0372'CENTER LINE OF A WIDE WASH, ON THE WEST SIDE OF A SMALL FLAT, ABOUT
 BA0372'180 YARDS EAST OF A ROCK CUT, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 BA0372'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0149 ***********************************************************************
 BQ0149  DESIGNATION -  P 737
 BQ0149  PID         -  BQ0149
 BQ0149  STATE/COUNTY-  TX/PRESIDIO
 BQ0149  USGS QUAD   -  FRENCHMAN HILLS (1983)
 BQ0149
 BQ0149                         *CURRENT SURVEY CONTROL
 BQ0149  ___________________________________________________________________
 BQ0149* NAD 83(1986)-  30 00 46.     (N)    104 01 18.     (W)     SCALED    
 BQ0149* NAVD 88     -      1262.042  (meters)    4140.55   (feet)  ADJUSTED  
 BQ0149  ___________________________________________________________________
 BQ0149  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BQ0149  DYNAMIC HT  -        1259.943 (meters)    4133.66  (feet)  COMP
 BQ0149  MODELED GRAV-     978,935.3   (mgal)                       NAVD 88
 BQ0149
 BQ0149  VERT ORDER  -  SECOND    CLASS 0
 BQ0149
 BQ0149.The horizontal coordinates were scaled from a topographic map and have
 BQ0149.an estimated accuracy of +/- 6 seconds.
 BQ0149
 BQ0149.The orthometric height was determined by differential leveling
 BQ0149.and adjusted by the National Geodetic Survey in June 1991..
 BQ0149
 BQ0149.The geoid height was determined by GEOID03.
 BQ0149
 BQ0149.The dynamic height is computed by dividing the NAVD 88
 BQ0149.geopotential number by the normal gravity value computed on the
 BQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0149.degrees latitude (g = 980.6199 gals.).
 BQ0149
 BQ0149.The modeled gravity was interpolated from observed gravity values.
 BQ0149
 BQ0149;                    North         East    Units  Estimated Accuracy
 BQ0149;SPC TXSC     - 4,251,940.      115,720.      MT  (+/- 180 meters Scaled)
 BQ0149
 BQ0149                          SUPERSEDED SURVEY CONTROL
 BQ0149
 BQ0149  NGVD 29 (??/??/92) 1261.600  (m)         4139.10   (f) ADJ UNCH    2 0
 BQ0149
 BQ0149.Superseded values are not recommended for survey control.
 BQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0149.See file dsdata.txt to determine how the superseded data were derived.
 BQ0149
 BQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP943206(NAD 83)
 BQ0149_MARKER: DB = BENCH MARK DISK
 BQ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0149_STAMPING: P 737 1943
 BQ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0149+STABILITY: SURFACE MOTION
 BQ0149
 BQ0149  HISTORY     - Date     Condition        Report By
 BQ0149  HISTORY     - 1943     MONUMENTED       CGS
 BQ0149  HISTORY     - 1958     GOOD             NGS
 BQ0149
 BQ0149                          STATION DESCRIPTION
 BQ0149
 BQ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0149'10.6 MI N FROM PLATA.
 BQ0149'ABOUT 10.6 MILES NORTH ALONG FARM ROAD 169 FROM THE RAILROAD SECTION
 BQ0149'FOREMANS HOUSE AT PLATA, 115 FEET NORTHEAST OF THE CENTER LINE OF THE
 BQ0149'ROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF THE OLD ROAD, ABOUT 0.3
 BQ0149'MILE SOUTHEAST OF THE CREST OF A SHARP HILL, ABOUT 0.2 MILE SOUTHEAST
 BQ0149'OF A PROMINENT POINTED HILL, ABOUT 0.15 MILE NORTHWEST OF A CURVE, 64
 BQ0149'FEET NORTHEAST OF A WOVEN WIRE FENCE, 1 FOOT NORTHWEST OF A WHITE
 BQ0149'WOODEN WITNESS POST, ABOUT 0.2 MILE SOUTHEAST OF A JUNCTION WITH A
 BQ0149'PRIVATE ROAD LEADING WEST, AND IN THE TOP OF A CONCRETE POST
 BQ0149'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0328 ***********************************************************************
 BA0328  DESIGNATION -  P 738
 BA0328  PID         -  BA0328
 BA0328  STATE/COUNTY-  TX/PRESIDIO
 BA0328  USGS QUAD   -  MC KINNEY MOUNTAIN (1983)
 BA0328
 BA0328                         *CURRENT SURVEY CONTROL
 BA0328  ___________________________________________________________________
 BA0328* NAD 83(1986)-  29 48 05.     (N)    103 50 30.     (W)     SCALED    
 BA0328* NAVD 88     -      1149.583  (meters)    3771.59   (feet)  POSTED    
 BA0328  ___________________________________________________________________
 BA0328  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 BA0328  DYNAMIC HT  -        1147.700 (meters)    3765.41  (feet)  COMP
 BA0328  MODELED GRAV-     978,964.9   (mgal)                       NAVD 88
 BA0328
 BA0328  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0328
 BA0328.The horizontal coordinates were scaled from a topographic map and have
 BA0328.an estimated accuracy of +/- 6 seconds.
 BA0328
 BA0328.The orthometric height was determined by differential leveling
 BA0328.and adjusted by the National Geodetic Survey in 1992..
 BA0328.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0328.rate of 2.1 thru 3.0 mm/km.
 BA0328
 BA0328.The geoid height was determined by GEOID03.
 BA0328
 BA0328.The dynamic height is computed by dividing the NAVD 88
 BA0328.geopotential number by the normal gravity value computed on the
 BA0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0328.degrees latitude (g = 980.6199 gals.).
 BA0328
 BA0328.The modeled gravity was interpolated from observed gravity values.
 BA0328
 BA0328;                    North         East    Units  Estimated Accuracy
 BA0328;SPC TXSC     - 4,227,800.      132,100.      MT  (+/- 180 meters Scaled)
 BA0328
 BA0328                          SUPERSEDED SURVEY CONTROL
 BA0328
 BA0328  NGVD 29 (??/??/92) 1149.192  (m)         3770.31   (f) ADJ UNCH    2 0
 BA0328
 BA0328.Superseded values are not recommended for survey control.
 BA0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0328.See file dsdata.txt to determine how the superseded data were derived.
 BA0328
 BA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN119973(NAD 83)
 BA0328_MARKER: DB = BENCH MARK DISK
 BA0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0328_STAMPING: P 738 1943
 BA0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0328+STABILITY: SURFACE MOTION
 BA0328
 BA0328  HISTORY     - Date     Condition        Report By
 BA0328  HISTORY     - 1943     MONUMENTED       CGS
 BA0328  HISTORY     - 1958     GOOD             NGS
 BA0328
 BA0328                          STATION DESCRIPTION
 BA0328
 BA0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0328'11.3 MI SW FROM O 2 RANCH.
 BA0328'ABOUT 4.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0328'HEADQUARTERS TO THE WILSON RANCH BUILDING, THENCE ABOUT 3.35 MILES
 BA0328'WEST ALONG A TRACK ROAD TO A WYE JUNCTION, THENCE ABOUT 0.55 MILE WEST
 BA0328'ALONG A DIM TRACK ROAD TO A CREEK BOTTOM, CONTINUE ACROSS CREEK,
 BA0328'THENCE ABOUT 2.0 MILES WEST ALONG A TRACK ROAD TO A GATE AND FENCE
 BA0328'CORNER, CONTINUE THROUGH GATE, THENCE 0.7 MILE WEST ALONG FENCE,
 BA0328'THENCE 0.45 MILE NORTHWEST ALONG A TRACK ROAD TO THE TOP OF A SMALL
 BA0328'HILL.  261 FEET NORTHEAST OF THE CENTER LINE OF THE OLD TRACK ROAD, 32
 BA0328'FEET SOUTHWEST OF THE CENTER LINE OF THE OLD TRACK ROAD, ABOUT 0.2
 BA0328'MILE EAST OF A GATE IN THE NORTH-SOUTH FENCE, ABOUT 0.5 MILE NORTHWEST
 BA0328'OF A NUMBER OF LEVEES IN A BOTTOM, 2 FEET NORTHWEST OF A WHITE WOODEN
 BA0328'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0134 ***********************************************************************
 BB0134  DESIGNATION -  P 739
 BB0134  PID         -  BB0134
 BB0134  STATE/COUNTY-  TX/PRESIDIO
 BB0134  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0134
 BB0134                         *CURRENT SURVEY CONTROL
 BB0134  ___________________________________________________________________
 BB0134* NAD 83(1986)-  29 36 42.     (N)    104 26 40.     (W)     SCALED    
 BB0134* NAVD 88     -       795.083  (meters)    2608.53   (feet)  ADJUSTED  
 BB0134  ___________________________________________________________________
 BB0134  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BB0134  DYNAMIC HT  -         793.794 (meters)    2604.31  (feet)  COMP
 BB0134  MODELED GRAV-     978,996.8   (mgal)                       NAVD 88
 BB0134
 BB0134  VERT ORDER  -  SECOND    CLASS 0
 BB0134
 BB0134.The horizontal coordinates were scaled from a topographic map and have
 BB0134.an estimated accuracy of +/- 6 seconds.
 BB0134
 BB0134.The orthometric height was determined by differential leveling
 BB0134.and adjusted by the National Geodetic Survey in June 1991..
 BB0134.WARNING-Repeat measurements at this control monument indicate possible
 BB0134.vertical movement.
 BB0134
 BB0134.The geoid height was determined by GEOID03.
 BB0134
 BB0134.The dynamic height is computed by dividing the NAVD 88
 BB0134.geopotential number by the normal gravity value computed on the
 BB0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0134.degrees latitude (g = 980.6199 gals.).
 BB0134
 BB0134.The modeled gravity was interpolated from observed gravity values.
 BB0134
 BB0134;                    North         East    Units  Estimated Accuracy
 BB0134;SPC TXSC     - 4,209,360.       72,910.      MT  (+/- 180 meters Scaled)
 BB0134
 BB0134                          SUPERSEDED SURVEY CONTROL
 BB0134
 BB0134  NGVD 29 (??/??/92)  794.658  (m)         2607.14   (f) ADJ UNCH    2 0
 BB0134
 BB0134.Superseded values are not recommended for survey control.
 BB0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0134.See file dsdata.txt to determine how the superseded data were derived.
 BB0134
 BB0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN537758(NAD 83)
 BB0134_MARKER: DB = BENCH MARK DISK
 BB0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0134_SP_SET: ARROYO
 BB0134_STAMPING: P 739 1943
 BB0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BB0134+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 BB0134
 BB0134  HISTORY     - Date     Condition        Report By
 BB0134  HISTORY     - 1943     MONUMENTED       CGS
 BB0134  HISTORY     - 1966     GOOD             NGS
 BB0134  HISTORY     - 1973     GOOD             NGS
 BB0134  HISTORY     - 20020905 GOOD             JCLS
 BB0134
 BB0134                          STATION DESCRIPTION
 BB0134
 BB0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BB0134'6.55 MI NW FROM PRESIDIO.
 BB0134'ABOUT 6.55 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE POST
 BB0134'OFFICE AT PRESIDIO, PRESIDIO COUNTY, 0.1 MILE NORTHWEST OF A ADOBE,
 BB0134'SET ON THE NORTHEAST SIDE OF AN ARROYO, 90.0 FEET SOUTHEAST OF THE
 BB0134'CENTERLINE OF THE PAVED ROAD, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE
 BB0134'POST, PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 BB0134
 BB0134                          STATION RECOVERY (1973)
 BB0134
 BB0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0134'RECOVERED IN GOOD CONDITION.
 BB0134
 BB0134                          STATION RECOVERY (2002)
 BB0134
 BB0134'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 BB0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0387 ***********************************************************************
 CA0387  DESIGNATION -  P 74
 CA0387  PID         -  CA0387
 CA0387  STATE/COUNTY-  TX/BROWN
 CA0387  USGS QUAD   -  BANGS WEST (1987)
 CA0387
 CA0387                         *CURRENT SURVEY CONTROL
 CA0387  ___________________________________________________________________
 CA0387* NAD 83(1986)-  31 42 37.     (N)    099 11 57.     (W)     SCALED    
 CA0387* NAVD 88     -       468.619  (meters)    1537.46   (feet)  ADJUSTED  
 CA0387  ___________________________________________________________________
 CA0387  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA0387  DYNAMIC HT  -         468.003 (meters)    1535.44  (feet)  COMP
 CA0387  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 CA0387
 CA0387  VERT ORDER  -  FIRST     CLASS II
 CA0387
 CA0387.The horizontal coordinates were scaled from a topographic map and have
 CA0387.an estimated accuracy of +/- 6 seconds.
 CA0387
 CA0387.The orthometric height was determined by differential leveling
 CA0387.and adjusted by the National Geodetic Survey in June 1991..
 CA0387
 CA0387.The geoid height was determined by GEOID03.
 CA0387
 CA0387.The dynamic height is computed by dividing the NAVD 88
 CA0387.geopotential number by the normal gravity value computed on the
 CA0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0387.degrees latitude (g = 980.6199 gals.).
 CA0387
 CA0387.The modeled gravity was interpolated from observed gravity values.
 CA0387
 CA0387;                    North         East    Units  Estimated Accuracy
 CA0387;SPC TX C     - 3,227,100.      807,500.      MT  (+/- 180 meters Scaled)
 CA0387
 CA0387                          SUPERSEDED SURVEY CONTROL
 CA0387
 CA0387  NGVD 29 (??/??/92)  468.516  (m)         1537.12   (f) ADJ UNCH    1 2
 CA0387
 CA0387.Superseded values are not recommended for survey control.
 CA0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0387.See file dsdata.txt to determine how the superseded data were derived.
 CA0387
 CA0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA811083(NAD 83)
 CA0387_MARKER: DB = BENCH MARK DISK
 CA0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0387_STAMPING: 1537.018 P 74 1931
 CA0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0387+STABILITY: SURFACE MOTION
 CA0387
 CA0387  HISTORY     - Date     Condition        Report By
 CA0387  HISTORY     - 1931     MONUMENTED       CGS
 CA0387  HISTORY     - 1944     GOOD             NGS
 CA0387  HISTORY     - 1962     POOR             USGS
 CA0387
 CA0387                          STATION DESCRIPTION
 CA0387
 CA0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CA0387'4.0 MI W FROM BANGS.
 CA0387'4.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0387'STATION AT BANGS, BROWN COUNTY, 2-1/2 POLES EAST OF MILEPOST 362, AT A
 CA0387'PRIVATE-ROAD CROSSING, 37.6 FEET NORTH OF THE NORTH RAIL, 15 FEET WEST
 CA0387'OF THE CENTERLINE OF THE ROAD, 10 FEET SOUTHWEST OF THE WEST END OF A
 CA0387'GATE, AND 6-1/2 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 CA0387'1537.018 P 74 1931 AND SET IN THE TOP OF A CONCRETE POST.
 CA0387
 CA0387                          STATION RECOVERY (1962)
 CA0387
 CA0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0387'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0078 ***********************************************************************
 BA0078  DESIGNATION -  P 740
 BA0078  PID         -  BA0078
 BA0078  STATE/COUNTY-  TX/BREWSTER
 BA0078  USGS QUAD   -  BUTTERBOWL (1983)
 BA0078
 BA0078                         *CURRENT SURVEY CONTROL
 BA0078  ___________________________________________________________________
 BA0078* NAD 83(1986)-  29 42 44.     (N)    103 20 01.     (W)     SCALED    
 BA0078* NAVD 88     -       974.853  (meters)    3198.33   (feet)  ADJUSTED  
 BA0078  ___________________________________________________________________
 BA0078  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 BA0078  DYNAMIC HT  -         973.288 (meters)    3193.20  (feet)  COMP
 BA0078  MODELED GRAV-     979,004.0   (mgal)                       NAVD 88
 BA0078
 BA0078  VERT ORDER  -  SECOND    CLASS 0
 BA0078
 BA0078.The horizontal coordinates were scaled from a topographic map and have
 BA0078.an estimated accuracy of +/- 6 seconds.
 BA0078
 BA0078.The orthometric height was determined by differential leveling
 BA0078.and adjusted by the National Geodetic Survey in June 1991..
 BA0078
 BA0078.The geoid height was determined by GEOID03.
 BA0078
 BA0078.The dynamic height is computed by dividing the NAVD 88
 BA0078.geopotential number by the normal gravity value computed on the
 BA0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0078.degrees latitude (g = 980.6199 gals.).
 BA0078
 BA0078.The modeled gravity was interpolated from observed gravity values.
 BA0078
 BA0078;                    North         East    Units  Estimated Accuracy
 BA0078;SPC TXSC     - 4,216,000.      180,810.      MT  (+/- 180 meters Scaled)
 BA0078
 BA0078                          SUPERSEDED SURVEY CONTROL
 BA0078
 BA0078  NGVD 29 (??/??/92)  974.464  (m)         3197.05   (f) ADJ UNCH    2 0
 BA0078
 BA0078.Superseded values are not recommended for survey control.
 BA0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0078.See file dsdata.txt to determine how the superseded data were derived.
 BA0078
 BA0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN611880(NAD 83)
 BA0078_MARKER: DB = BENCH MARK DISK
 BA0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0078_STAMPING: P 740 1943
 BA0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0078+STABILITY: SURFACE MOTION
 BA0078
 BA0078  HISTORY     - Date     Condition        Report By
 BA0078  HISTORY     - 1943     MONUMENTED       CGS
 BA0078  HISTORY     - 1958     GOOD             NGS
 BA0078  HISTORY     - 1976     GOOD             USGS
 BA0078
 BA0078                          STATION DESCRIPTION
 BA0078
 BA0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0078'14.95 MI W FROM PERSIMMON GAP.
 BA0078'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0078'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0078'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0078'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0078'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE
 BA0078'ABOUT 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0078'TANKS AND A WINDMILL, THENCE ABOUT 3.25 MILES NORTHWEST ALONG A TRACK
 BA0078'ROAD TO A PROMINENT HILL, THENCE ABOUT 0.25 MILE AROUND THE SOUTH SIDE
 BA0078'OF THE HILL, THENCE ABOUT 0.75 MILE NORTHWEST ALONG A DITCH AND OLD
 BA0078'TRACK ROAD, THENCE ABOUT 1.05 MILE NORTHWEST ALONG DIM TRACK ROAD TO A
 BA0078'NORTH-SOUTH FENCE, THENCE 0.45 MILE NORTH ALONG THE EAST SIDE OF THE
 BA0078'FENCE, THENCE ABOUT 0.95 MILE WEST ALONG A TRACK ROAD ALONG THE SOUTH
 BA0078'SIDE OF THE FENCE, CONTINUE THROUGH A GATE, THENCE ABOUT 0.6 MILE
 BA0078'NORTHWEST ALONG A TRACK ROAD, THENCE ABOUT 2.15 MILE NORTHWEST ALONG A
 BA0078'GRADED DIRT ROAD, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BA0078'ABOUT 0.35 MILE SOUTHEAST OF A PROMINENT HILL, ABOUT 0.25 MILE
 BA0078'NORTHWEST OF A LONG DIRT FILL FORMING A STOCK POND, ABOUT 0.4 MILE
 BA0078'NORTH OF A RANCH, 100 YARDS NORTH-NORTHWEST OF A DIRT FILL OVER THE
 BA0078'OLD ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE
 BA0078'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BA0078
 BA0078                          STATION RECOVERY (1976)
 BA0078
 BA0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0078'ABOUT 0.1 MI. SOUTH ALONG US HIGHWAY 385 FROM THE PERSIMMON GAP
 BA0078'RANGER STATION TO A GRADED DIRT ROAD LEADING NORTHWEST, THENCE ABOUT
 BA0078'10.65 MI. NORTHWEST ALONG THE GRADED DIRT ROAD TO A GATE, PASS
 BA0078'THROUGH GATE AND TAKE RIGHT FORK OF ROAD JUNCTION FOR ABOUT 0.25 MI.
 BA0078'TO ROAD FORKS, 46 FEET SOUTHWEST OF THE RD FKS, 13 FT N OF THE RD W
 BA0078'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0102 ***********************************************************************
 BA0102  DESIGNATION -  P 741
 BA0102  PID         -  BA0102
 BA0102  STATE/COUNTY-  TX/BREWSTER
 BA0102  USGS QUAD   -  SOSA PEAK (1983)
 BA0102
 BA0102                         *CURRENT SURVEY CONTROL
 BA0102  ___________________________________________________________________
 BA0102* NAD 83(1986)-  29 51 41.     (N)    103 14 53.     (W)     SCALED    
 BA0102* NAVD 88     -       968.327  (meters)    3176.92   (feet)  ADJUSTED  
 BA0102  ___________________________________________________________________
 BA0102  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 BA0102  DYNAMIC HT  -         966.775 (meters)    3171.83  (feet)  COMP
 BA0102  MODELED GRAV-     979,006.6   (mgal)                       NAVD 88
 BA0102
 BA0102  VERT ORDER  -  SECOND    CLASS 0
 BA0102
 BA0102.The horizontal coordinates were scaled from a topographic map and have
 BA0102.an estimated accuracy of +/- 6 seconds.
 BA0102
 BA0102.The orthometric height was determined by differential leveling
 BA0102.and adjusted by the National Geodetic Survey in June 1991..
 BA0102
 BA0102.The geoid height was determined by GEOID03.
 BA0102
 BA0102.The dynamic height is computed by dividing the NAVD 88
 BA0102.geopotential number by the normal gravity value computed on the
 BA0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0102.degrees latitude (g = 980.6199 gals.).
 BA0102
 BA0102.The modeled gravity was interpolated from observed gravity values.
 BA0102
 BA0102;                    North         East    Units  Estimated Accuracy
 BA0102;SPC TXSC     - 4,232,220.      189,680.      MT  (+/- 180 meters Scaled)
 BA0102
 BA0102                          SUPERSEDED SURVEY CONTROL
 BA0102
 BA0102  NGVD 29 (??/??/92)  967.960  (m)         3175.72   (f) ADJ UNCH    2 0
 BA0102
 BA0102.Superseded values are not recommended for survey control.
 BA0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0102.See file dsdata.txt to determine how the superseded data were derived.
 BA0102
 BA0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP692047(NAD 83)
 BA0102_MARKER: DB = BENCH MARK DISK
 BA0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0102_STAMPING: P 741 1943
 BA0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0102+STABILITY: SURFACE MOTION
 BA0102
 BA0102  HISTORY     - Date     Condition        Report By
 BA0102  HISTORY     - 1943     MONUMENTED       CGS
 BA0102  HISTORY     - 1966     GOOD             NGS
 BA0102  HISTORY     - 1976     GOOD             USGS
 BA0102  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0102
 BA0102                          STATION DESCRIPTION
 BA0102
 BA0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0102'15.3 MI N FROM PERSIMMON GAP.
 BA0102'ABOUT 15.3 MILES NORTH ALONG U.S. HIGHWAY 385 FROM PERSIMMON GAP
 BA0102'MONUMENT, 58 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.1
 BA0102'MILES NORTHWEST OF A POWER LINE CROSSING OVER THE HIGHWAY, 3 1/2 FEET
 BA0102'SOUTHWEST OF THE NORTHEAST HIGHWAY RIGHT OF WAY FENCE, 2 FEET
 BA0102'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BA0102'POST PROJECTING 4 INCHES.
 BA0102
 BA0102                          STATION RECOVERY (1976)
 BA0102
 BA0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0102'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BA0102'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
 BA0102
 BA0102                          STATION RECOVERY (2001)
 BA0102
 BA0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0102'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0157 ***********************************************************************
 BA0157  DESIGNATION -  P 742
 BA0157  PID         -  BA0157
 BA0157  STATE/COUNTY-  TX/BREWSTER
 BA0157  USGS QUAD   -  SAN VICENTE (1971)
 BA0157
 BA0157                         *CURRENT SURVEY CONTROL
 BA0157  ___________________________________________________________________
 BA0157* NAD 83(1986)-  29 08 06.     (N)    103 02 13.     (W)     SCALED    
 BA0157* NAVD 88     -       592.705  (meters)    1944.57   (feet)  ADJUSTED  
 BA0157  ___________________________________________________________________
 BA0157  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0157  DYNAMIC HT  -         591.771 (meters)    1941.50  (feet)  COMP
 BA0157  MODELED GRAV-     979,049.8   (mgal)                       NAVD 88
 BA0157
 BA0157  VERT ORDER  -  FIRST     CLASS II
 BA0157
 BA0157.The horizontal coordinates were scaled from a topographic map and have
 BA0157.an estimated accuracy of +/- 6 seconds.
 BA0157
 BA0157.The orthometric height was determined by differential leveling
 BA0157.and adjusted by the National Geodetic Survey in June 1991..
 BA0157
 BA0157.The geoid height was determined by GEOID03.
 BA0157
 BA0157.The dynamic height is computed by dividing the NAVD 88
 BA0157.geopotential number by the normal gravity value computed on the
 BA0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0157.degrees latitude (g = 980.6199 gals.).
 BA0157
 BA0157.The modeled gravity was interpolated from observed gravity values.
 BA0157
 BA0157;                    North         East    Units  Estimated Accuracy
 BA0157;SPC TXSC     - 4,151,040.      207,290.      MT  (+/- 180 meters Scaled)
 BA0157
 BA0157                          SUPERSEDED SURVEY CONTROL
 BA0157
 BA0157  NGVD 29 (??/??/92)  592.362  (m)         1943.44   (f) ADJ UNCH    1 2
 BA0157
 BA0157.Superseded values are not recommended for survey control.
 BA0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0157.See file dsdata.txt to determine how the superseded data were derived.
 BA0157
 BA0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN909245(NAD 83)
 BA0157_MARKER: DB = BENCH MARK DISK
 BA0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0157_STAMPING: P 742 1943
 BA0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0157+STABILITY: SURFACE MOTION
 BA0157
 BA0157  HISTORY     - Date     Condition        Report By
 BA0157  HISTORY     - 1943     MONUMENTED       CGS
 BA0157  HISTORY     - 1967     GOOD             NGS
 BA0157  HISTORY     - 20030423 GOOD             USPSQD
 BA0157
 BA0157                          STATION DESCRIPTION
 BA0157
 BA0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0157'20.3 MI S FROM PARK HEADQUARTERS.
 BA0157'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0157'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0157'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 3.8 MILES WEST ALONG
 BA0157'A DIRT ROAD, 64 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AT THE
 BA0157'JUNCTION OF A GRADED DIRT ROAD, 46 FEET SOUTHEAST OF THE CENTERLINE OF
 BA0157'THE OLD ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 BA0157'BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0157'PROJECTING 8 INCHES.
 BA0157
 BA0157                          STATION RECOVERY (2003)
 BA0157
 BA0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0152 ***********************************************************************
 BP0152  DESIGNATION -  P 743
 BP0152  PID         -  BP0152
 BP0152  STATE/COUNTY-  TX/BREWSTER
 BP0152  USGS QUAD   -  FRESNO CREEK (1968)
 BP0152
 BP0152                         *CURRENT SURVEY CONTROL
 BP0152  ___________________________________________________________________
 BP0152* NAD 83(1986)-  30 02 44.     (N)    102 38 52.     (W)     SCALED    
 BP0152* NAVD 88     -       858.309  (meters)    2815.97   (feet)  ADJUSTED  
 BP0152  ___________________________________________________________________
 BP0152  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BP0152  DYNAMIC HT  -         856.979 (meters)    2811.61  (feet)  COMP
 BP0152  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 BP0152
 BP0152  VERT ORDER  -  FIRST     CLASS II
 BP0152
 BP0152.The horizontal coordinates were scaled from a topographic map and have
 BP0152.an estimated accuracy of +/- 6 seconds.
 BP0152
 BP0152.The orthometric height was determined by differential leveling
 BP0152.and adjusted by the National Geodetic Survey in June 1991..
 BP0152
 BP0152.The geoid height was determined by GEOID03.
 BP0152
 BP0152.The dynamic height is computed by dividing the NAVD 88
 BP0152.geopotential number by the normal gravity value computed on the
 BP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0152.degrees latitude (g = 980.6199 gals.).
 BP0152
 BP0152.The modeled gravity was interpolated from observed gravity values.
 BP0152
 BP0152;                    North         East    Units  Estimated Accuracy
 BP0152;SPC TXSC     - 4,250,660.      248,280.      MT  (+/- 180 meters Scaled)
 BP0152
 BP0152                          SUPERSEDED SURVEY CONTROL
 BP0152
 BP0152  NGVD 29 (??/??/92)  858.026  (m)         2815.04   (f) ADJ UNCH    1 2
 BP0152
 BP0152.Superseded values are not recommended for survey control.
 BP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0152.See file dsdata.txt to determine how the superseded data were derived.
 BP0152
 BP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP267261(NAD 83)
 BP0152_MARKER: DB = BENCH MARK DISK
 BP0152_SETTING: 66 = SET IN ROCK OUTCROP
 BP0152_SP_SET: LIMESTONE ROCK
 BP0152_STAMPING: P 743 1943
 BP0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0152+STABILITY: POSITION/ELEVATION WELL
 BP0152
 BP0152  HISTORY     - Date     Condition        Report By
 BP0152  HISTORY     - 1943     MONUMENTED       CGS
 BP0152  HISTORY     - 1958     GOOD             NGS
 BP0152
 BP0152                          STATION DESCRIPTION
 BP0152
 BP0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0152'11.65 MI S FROM LONGFELLOW.
 BP0152'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0152'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 10.65 MILES SOUTH
 BP0152'ALONG A DIRT ROAD.  IN THE TOP OF A LIMESTONE ROCK OUTCROP ON THE
 BP0152'NORTH SLOPE OF A HILL, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BP0152'ROAD, ABOUT 0.35 MILE NORTHWEST OF A CATTLE GUARD, ON THE NORTHWEST
 BP0152'END OF A CURVE WITH TANGENTS NORTHWEST AND SOUTH, 1 FOOT NORTHEAST OF
 BP0152'A SMALL CAIRN, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0180 ***********************************************************************
 BB0180  DESIGNATION -  P 744
 BB0180  PID         -  BB0180
 BB0180  STATE/COUNTY-  TX/PRESIDIO
 BB0180  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0180
 BB0180                         *CURRENT SURVEY CONTROL
 BB0180  ___________________________________________________________________
 BB0180* NAD 83(1986)-  29 29 06.     (N)    104 03 47.     (W)     SCALED    
 BB0180* NAVD 88     -      1197.493  (meters)    3928.78   (feet)  ADJUSTED  
 BB0180  ___________________________________________________________________
 BB0180  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 BB0180  DYNAMIC HT  -        1195.483 (meters)    3922.18  (feet)  COMP
 BB0180  MODELED GRAV-     978,923.2   (mgal)                       NAVD 88
 BB0180
 BB0180  VERT ORDER  -  FIRST     CLASS II
 BB0180
 BB0180.The horizontal coordinates were scaled from a topographic map and have
 BB0180.an estimated accuracy of +/- 6 seconds.
 BB0180
 BB0180.The orthometric height was determined by differential leveling
 BB0180.and adjusted by the National Geodetic Survey in June 1991..
 BB0180
 BB0180.The geoid height was determined by GEOID03.
 BB0180
 BB0180.The dynamic height is computed by dividing the NAVD 88
 BB0180.geopotential number by the normal gravity value computed on the
 BB0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0180.degrees latitude (g = 980.6199 gals.).
 BB0180
 BB0180.The modeled gravity was interpolated from observed gravity values.
 BB0180
 BB0180;                    North         East    Units  Estimated Accuracy
 BB0180;SPC TXSC     - 4,193,670.      109,200.      MT  (+/- 180 meters Scaled)
 BB0180
 BB0180                          SUPERSEDED SURVEY CONTROL
 BB0180
 BB0180  NGVD 29 (??/??/92) 1197.134  (m)         3927.60   (f) ADJ UNCH    1 2
 BB0180
 BB0180.Superseded values are not recommended for survey control.
 BB0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0180.See file dsdata.txt to determine how the superseded data were derived.
 BB0180
 BB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN908620(NAD 83)
 BB0180_MARKER: DB = BENCH MARK DISK
 BB0180_SETTING: 66 = SET IN ROCK OUTCROP
 BB0180_SP_SET: ROCK SURFACE
 BB0180_STAMPING: P 744 1943
 BB0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0180+STABILITY: POSITION/ELEVATION WELL
 BB0180
 BB0180  HISTORY     - Date     Condition        Report By
 BB0180  HISTORY     - 1943     MONUMENTED       CGS
 BB0180  HISTORY     - 1971     GOOD             USGS
 BB0180
 BB0180                          STATION DESCRIPTION
 BB0180
 BB0180'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BB0180'11.2 MI SE FROM BOTILLA RANCH HDQTRS.
 BB0180'0.1 MILE EAST OF A TRAIL LEADING NORTH TO A GROVE OF LARGE COTTONWOOD
 BB0180'TREES NEAR A SPRING, AT A SLIGHT ROAD BEND, 75 FEET SOUTH OF THE
 BB0180'CENTERLINE OF THE ROAD, 8 FEET WEST OF AN ABANDONED ROAD, IN THE TOP
 BB0180'OF A LAYER OF SURFACE ROCK.  A DISK, STAMPED P 744 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0060 ***********************************************************************
 BA0060  DESIGNATION -  P 745
 BA0060  PID         -  BA0060
 BA0060  STATE/COUNTY-  TX/BREWSTER
 BA0060  USGS QUAD   -  HOOD SPRING SE (1983)
 BA0060
 BA0060                         *CURRENT SURVEY CONTROL
 BA0060  ___________________________________________________________________
 BA0060* NAD 83(1986)-  29 47 49.     (N)    103 03 47.     (W)     SCALED    
 BA0060* NAVD 88     -       854.913  (meters)    2804.83   (feet)  ADJUSTED  
 BA0060  ___________________________________________________________________
 BA0060  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BA0060  DYNAMIC HT  -         853.562 (meters)    2800.39  (feet)  COMP
 BA0060  MODELED GRAV-     979,034.4   (mgal)                       NAVD 88
 BA0060
 BA0060  VERT ORDER  -  FIRST     CLASS II
 BA0060
 BA0060.The horizontal coordinates were scaled from a topographic map and have
 BA0060.an estimated accuracy of +/- 6 seconds.
 BA0060
 BA0060.The orthometric height was determined by differential leveling
 BA0060.and adjusted by the National Geodetic Survey in June 1991..
 BA0060
 BA0060.The geoid height was determined by GEOID03.
 BA0060
 BA0060.The dynamic height is computed by dividing the NAVD 88
 BA0060.geopotential number by the normal gravity value computed on the
 BA0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0060.degrees latitude (g = 980.6199 gals.).
 BA0060
 BA0060.The modeled gravity was interpolated from observed gravity values.
 BA0060
 BA0060;                    North         East    Units  Estimated Accuracy
 BA0060;SPC TXSC     - 4,224,440.      207,300.      MT  (+/- 180 meters Scaled)
 BA0060
 BA0060                          SUPERSEDED SURVEY CONTROL
 BA0060
 BA0060  NGVD 29 (??/??/92)  854.580  (m)         2803.73   (f) ADJ UNCH    1 2
 BA0060
 BA0060.Superseded values are not recommended for survey control.
 BA0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0060.See file dsdata.txt to determine how the superseded data were derived.
 BA0060
 BA0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN872978(NAD 83)
 BA0060_MARKER: DB = BENCH MARK DISK
 BA0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0060_STAMPING: P 745 1943
 BA0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0060+STABILITY: SURFACE MOTION
 BA0060
 BA0060  HISTORY     - Date     Condition        Report By
 BA0060  HISTORY     - 1943     MONUMENTED       CGS
 BA0060  HISTORY     - 1966     GOOD             NGS
 BA0060  HISTORY     - 1976     GOOD             USGS
 BA0060  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0060
 BA0060                          STATION DESCRIPTION
 BA0060
 BA0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0060'12.75 MI NE FROM PERSIMMON GAP.
 BA0060'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0060'PERSIMMON GAP, THENCE 6.45 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0060'33 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1 1/2 FEET SOUTHEAST
 BA0060'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0060'PROJECTING 7 INCHES.
 BA0060
 BA0060                          STATION RECOVERY (1976)
 BA0060
 BA0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0060'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0060'OF THE LANDING STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS, GO WEST
 BA0060'ON THE COUNTY ROAD FOR 6.1 MILES TO A CATTLE GUARD IN A NORTH-SOUTH
 BA0060'FENCE. CROSS THE CATTLE GUARD AND CONTINUE WEST ON THE COUNTY ROAD
 BA0060'FOR 2.7 MILES TO A Y FORK WITH A TRACK ROAD TO THE SOUTHWEST. TAKE
 BA0060'THE LEFT FORK AND GO SOUTHWEST ON THE TRACK ROAD 0.65 MILE TO THE
 BA0060'MARK ON THE RIGHT. IT IS 33 FEET NORTHWEST OF THE CENTERLINE OF THE
 BA0060'TRACK ROAD, 1.5 FEET SOUTHEAST OF A WOODEN WITNESS POST AND ABOUT 1
 BA0060'FOOT HIGHER THAN THE CENTERLINE OF THE TRACK ROAD. IT IS A STANDARD
 BA0060'DISK SET IN THE TOP OF A SIX INCH SQUARE CONCRETE POST, PROJECTING
 BA0060'SIX INCHES, STAMPED P 745 1943.
 BA0060
 BA0060                          STATION RECOVERY (2001)
 BA0060
 BA0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0060'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0037 ***********************************************************************
 BA0037  DESIGNATION -  P 747
 BA0037  PID         -  BA0037
 BA0037  STATE/COUNTY-  TX/BREWSTER
 BA0037  USGS QUAD   -  BONE SPRING (1971)
 BA0037
 BA0037                         *CURRENT SURVEY CONTROL
 BA0037  ___________________________________________________________________
 BA0037* NAD 83(1986)-  29 34 52.     (N)    103 08 16.     (W)     SCALED    
 BA0037* NAVD 88     -       816.677  (meters)    2679.38   (feet)  ADJUSTED  
 BA0037  ___________________________________________________________________
 BA0037  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BA0037  DYNAMIC HT  -         815.385 (meters)    2675.14  (feet)  COMP
 BA0037  MODELED GRAV-     979,033.6   (mgal)                       NAVD 88
 BA0037
 BA0037  VERT ORDER  -  FIRST     CLASS II
 BA0037
 BA0037.The horizontal coordinates were scaled from a topographic map and have
 BA0037.an estimated accuracy of +/- 6 seconds.
 BA0037
 BA0037.The orthometric height was determined by differential leveling
 BA0037.and adjusted by the National Geodetic Survey in June 1991..
 BA0037
 BA0037.The geoid height was determined by GEOID03.
 BA0037
 BA0037.The dynamic height is computed by dividing the NAVD 88
 BA0037.geopotential number by the normal gravity value computed on the
 BA0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0037.degrees latitude (g = 980.6199 gals.).
 BA0037
 BA0037.The modeled gravity was interpolated from observed gravity values.
 BA0037
 BA0037;                    North         East    Units  Estimated Accuracy
 BA0037;SPC TXSC     - 4,200,790.      199,230.      MT  (+/- 180 meters Scaled)
 BA0037
 BA0037                          SUPERSEDED SURVEY CONTROL
 BA0037
 BA0037  NGVD 29 (??/??/92)  816.333  (m)         2678.25   (f) ADJ UNCH    1 2
 BA0037
 BA0037.Superseded values are not recommended for survey control.
 BA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0037.See file dsdata.txt to determine how the superseded data were derived.
 BA0037
 BA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN803738(NAD 83)
 BA0037_MARKER: DB = BENCH MARK DISK
 BA0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0037_STAMPING: P 747 1943
 BA0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0037+STABILITY: SURFACE MOTION
 BA0037
 BA0037  HISTORY     - Date     Condition        Report By
 BA0037  HISTORY     - 1943     MONUMENTED       CGS
 BA0037  HISTORY     - 1967     GOOD             NGS
 BA0037  HISTORY     - 20010331 GOOD             NGS
 BA0037
 BA0037                          STATION DESCRIPTION
 BA0037
 BA0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0037'6.8 MI S FROM PERSIMMON GAP.
 BA0037'ABOUT 6.8 MILES SOUTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0037'PERSIMMON GAP, 64 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 BA0037'WEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 BA0037'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BA0037
 BA0037                          STATION RECOVERY (2001)
 BA0037
 BA0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0014 ***********************************************************************
 BA0014  DESIGNATION -  P 748
 BA0014  PID         -  BA0014
 BA0014  STATE/COUNTY-  TX/BREWSTER
 BA0014  USGS QUAD   -  DOVE MOUNTAIN (1983)
 BA0014
 BA0014                         *CURRENT SURVEY CONTROL
 BA0014  ___________________________________________________________________
 BA0014* NAD 83(1986)-  29 50 12.     (N)    102 48 24.     (W)     SCALED    
 BA0014* NAVD 88     -       896.163  (meters)    2940.16   (feet)  ADJUSTED  
 BA0014  ___________________________________________________________________
 BA0014  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BA0014  DYNAMIC HT  -         894.758 (meters)    2935.55  (feet)  COMP
 BA0014  MODELED GRAV-     979,044.3   (mgal)                       NAVD 88
 BA0014
 BA0014  VERT ORDER  -  FIRST     CLASS II
 BA0014
 BA0014.The horizontal coordinates were scaled from a topographic map and have
 BA0014.an estimated accuracy of +/- 6 seconds.
 BA0014
 BA0014.The orthometric height was determined by differential leveling
 BA0014.and adjusted by the National Geodetic Survey in June 1991..
 BA0014
 BA0014.The geoid height was determined by GEOID03.
 BA0014
 BA0014.The dynamic height is computed by dividing the NAVD 88
 BA0014.geopotential number by the normal gravity value computed on the
 BA0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0014.degrees latitude (g = 980.6199 gals.).
 BA0014
 BA0014.The modeled gravity was interpolated from observed gravity values.
 BA0014
 BA0014;                    North         East    Units  Estimated Accuracy
 BA0014;SPC TXSC     - 4,228,010.      232,210.      MT  (+/- 180 meters Scaled)
 BA0014
 BA0014                          SUPERSEDED SURVEY CONTROL
 BA0014
 BA0014  NGVD 29 (??/??/92)  895.850  (m)         2939.13   (f) ADJ UNCH    1 2
 BA0014
 BA0014.Superseded values are not recommended for survey control.
 BA0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0014.See file dsdata.txt to determine how the superseded data were derived.
 BA0014
 BA0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP119027(NAD 83)
 BA0014_MARKER: DB = BENCH MARK DISK
 BA0014_SETTING: 66 = SET IN ROCK OUTCROP
 BA0014_SP_SET: ROCK LEDGE
 BA0014_STAMPING: P 748 1943
 BA0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0014+STABILITY: POSITION/ELEVATION WELL
 BA0014
 BA0014  HISTORY     - Date     Condition        Report By
 BA0014  HISTORY     - 1943     MONUMENTED       CGS
 BA0014  HISTORY     - 1966     GOOD             NGS
 BA0014  HISTORY     - 1976     GOOD             USGS
 BA0014
 BA0014                          STATION DESCRIPTION
 BA0014
 BA0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0014'28.4 MI NE FROM PERSIMMON GAP.
 BA0014'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0014'PERSIMMON GAP, THENCE 22.1 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0014'IN THE TOP OF A LIMESTONE ROCK LEDGE PROJECTING 2 FEET, ON THE EAST
 BA0014'SIDE OF A MESA, 199 FEET WEST OF THE CENTERLINE OF THE ROAD, 171 YARDS
 BA0014'WEST OF A POWER POLE, AND 15 FEET ABOVE THE LEVEL OF THE ROAD.
 BA0014
 BA0014                          STATION RECOVERY (1976)
 BA0014
 BA0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0014'FROM THE SOUTH END OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH
 BA0014'HEADQUARTERS GO EAST ON THE COUNTY ROAD FOR 4.2 MILES TO A Y FORK.
 BA0014'TAKE THE LEFT FORK AND GO NORTHEAST FOR 2.5 MILES TO A LOW HILL AND
 BA0014'THE MARK ON THE LEFT. IT IS 354 FEET NORTHEAST, PARALLEL TO THE
 BA0014'CENTERLINE OF THE BEEF CANYON RANCH ROAD, FROM A Y JUNCTION OF A
 BA0014'TRACK ROAD WEST, 159 FEET NW PERPENDICULAR TO THE CENTERLINE OF THE
 BA0014'BEEF CANYON ROAD ON THE EAST SIDE OF THE HILL IN A LARGE LIMESTONE
 BA0014'BOULDER ABOUT 15 FEET HIGHER THAN THE ROAD. IT IS A STANDARD DISK OF
 BA0014'THE NGS RECOVERED IN GOOD CONDITION, STAMPED P 748 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0199 ***********************************************************************
 BA0199  DESIGNATION -  P 749
 BA0199  PID         -  BA0199
 BA0199  STATE/COUNTY-  TX/PRESIDIO
 BA0199  USGS QUAD   -  THE SOLITARIO (1971)
 BA0199
 BA0199                         *CURRENT SURVEY CONTROL
 BA0199  ___________________________________________________________________
 BA0199* NAD 83(1986)-  29 23 24.     (N)    103 52 06.     (W)     SCALED    
 BA0199* NAVD 88     -       976.262  (meters)    3202.95   (feet)  POSTED    
 BA0199  ___________________________________________________________________
 BA0199  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BA0199  DYNAMIC HT  -         974.650 (meters)    3197.66  (feet)  COMP
 BA0199  MODELED GRAV-     978,960.1   (mgal)                       NAVD 88
 BA0199
 BA0199  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0199
 BA0199.The horizontal coordinates were scaled from a topographic map and have
 BA0199.an estimated accuracy of +/- 6 seconds.
 BA0199
 BA0199.The orthometric height was determined by differential leveling
 BA0199.and adjusted by the National Geodetic Survey in 1992..
 BA0199.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0199.rate of 4.1 thru 8.0 mm/km.
 BA0199
 BA0199.The geoid height was determined by GEOID03.
 BA0199
 BA0199.The dynamic height is computed by dividing the NAVD 88
 BA0199.geopotential number by the normal gravity value computed on the
 BA0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0199.degrees latitude (g = 980.6199 gals.).
 BA0199
 BA0199.The modeled gravity was interpolated from observed gravity values.
 BA0199
 BA0199;                    North         East    Units  Estimated Accuracy
 BA0199;SPC TXSC     - 4,182,350.      127,630.      MT  (+/- 180 meters Scaled)
 BA0199
 BA0199                          SUPERSEDED SURVEY CONTROL
 BA0199
 BA0199  NGVD 29 (??/??/92)  975.899  (m)         3201.76   (f) ADJ UNCH    1 2
 BA0199
 BA0199.Superseded values are not recommended for survey control.
 BA0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0199.See file dsdata.txt to determine how the superseded data were derived.
 BA0199
 BA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN098517(NAD 83)
 BA0199_MARKER: DB = BENCH MARK DISK
 BA0199_SETTING: 80 = SET IN A BOULDER
 BA0199_SP_SET: BOULDER
 BA0199_STAMPING: P 749 1943
 BA0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0199+STABILITY: SURFACE MOTION
 BA0199
 BA0199  HISTORY     - Date     Condition        Report By
 BA0199  HISTORY     - 1943     MONUMENTED       CGS
 BA0199  HISTORY     - 1958     GOOD             NGS
 BA0199
 BA0199                          STATION DESCRIPTION
 BA0199
 BA0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0199'5.35 MI NW FROM FRESNO MINE OFFICE.
 BA0199'ABOUT 0.9 MILE WEST ALONG A GRADED DIRT ROAD FROM THE FRESNO MINE
 BA0199'OFFICE, THENCE 4.05 MILES WEST ALONG A DIM TRACK ROAD, THENCE 0.4 MILE
 BA0199'NORTHWEST ALONG THE FRESNO CREEK BED.  IN THE TOP OF A 5X6-FOOT
 BA0199'BOULDER, 7 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD WHICH FOLLOWS
 BA0199'FRESNO CREEK, ON THE NORTHEAST BANK OF THE CREEK, ABOUT 0.1 MILE SOUTH
 BA0199'OF AN ABANDONED HOUSE ON THE CRAWFORD RANCH, 233 FEET NORTHWEST OF A
 BA0199'10-INCH COTTONWOOD TREE IN THE CREEK BED, 100 FEET NORTHEAST OF A
 BA0199'7X10-FOOT BOULDER IN THE CREEK BED, 4 1/2 FEET NORTH OF A WHITE WOODEN
 BA0199'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK ROAD, AND
 BA0199'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0515 ***********************************************************************
 CA0515  DESIGNATION -  P 75
 CA0515  PID         -  CA0515
 CA0515  STATE/COUNTY-  TX/MCCULLOCH
 CA0515  USGS QUAD   -  PLACID (1979)
 CA0515
 CA0515                         *CURRENT SURVEY CONTROL
 CA0515  ___________________________________________________________________
 CA0515* NAD 83(1986)-  31 16 29.     (N)    099 12 30.     (W)     SCALED    
 CA0515* NAVD 88     -       533.499  (meters)    1750.32   (feet)  POSTED    
 CA0515  ___________________________________________________________________
 CA0515  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CA0515  DYNAMIC HT  -         532.780 (meters)    1747.96  (feet)  COMP
 CA0515  MODELED GRAV-     979,274.7   (mgal)                       NAVD 88
 CA0515
 CA0515  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CA0515
 CA0515.The horizontal coordinates were scaled from a topographic map and have
 CA0515.an estimated accuracy of +/- 6 seconds.
 CA0515
 CA0515.The orthometric height was determined by differential leveling
 CA0515.and adjusted by the National Geodetic Survey in 1992..
 CA0515.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CA0515.rate of 2.1 thru 3.0 mm/km.
 CA0515
 CA0515.The geoid height was determined by GEOID03.
 CA0515
 CA0515.The dynamic height is computed by dividing the NAVD 88
 CA0515.geopotential number by the normal gravity value computed on the
 CA0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0515.degrees latitude (g = 980.6199 gals.).
 CA0515
 CA0515.The modeled gravity was interpolated from observed gravity values.
 CA0515
 CA0515;                    North         East    Units  Estimated Accuracy
 CA0515;SPC TX C     - 3,178,800.      807,120.      MT  (+/- 180 meters Scaled)
 CA0515
 CA0515                          SUPERSEDED SURVEY CONTROL
 CA0515
 CA0515  NGVD 29 (??/??/92)  533.374  (m)         1749.91   (f) ADJ UNCH    1 2
 CA0515
 CA0515.Superseded values are not recommended for survey control.
 CA0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0515.See file dsdata.txt to determine how the superseded data were derived.
 CA0515
 CA0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV801600(NAD 83)
 CA0515_MARKER: DB = BENCH MARK DISK
 CA0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0515_STAMPING: 1749.911 P 75 1931
 CA0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0515+STABILITY: SURFACE MOTION
 CA0515
 CA0515  HISTORY     - Date     Condition        Report By
 CA0515  HISTORY     - 1931     MONUMENTED       CGS
 CA0515  HISTORY     - 1975     MARK NOT FOUND   USGS
 CA0515  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0515
 CA0515                          STATION DESCRIPTION
 CA0515
 CA0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0515'3.9 MI S FROM PLACID.
 CA0515'3.9 MILES SOUTH ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY (NOW
 CA0515'PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM PLACID,
 CA0515'MCCULLOCH COUNTY, ONE HALF POLE SOUTH OF MILEPOST 911, 40 FEET EAST OF
 CA0515'THE TRACK, 45 FEET WEST OF STATE HIGHWAY 10, AND IN LINE WITH A ROW OF
 CA0515'POLES.  A STANDARD DISK, STAMPED 1749.911 P 75 1931 AND SET IN THE TOP
 CA0515'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CA0515
 CA0515                          STATION RECOVERY (1975)
 CA0515
 CA0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CA0515'MARK NOT FOUND.
 CA0515
 CA0515                          STATION RECOVERY (1982)
 CA0515
 CA0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0225 ***********************************************************************
 BA0225  DESIGNATION -  P 750
 BA0225  PID         -  BA0225
 BA0225  STATE/COUNTY-  TX/BREWSTER
 BA0225  USGS QUAD   -  TERLINGUA (1971)
 BA0225
 BA0225                         *CURRENT SURVEY CONTROL
 BA0225  ___________________________________________________________________
 BA0225* NAD 83(1986)-  29 15 13.     (N)    103 34 55.     (W)     SCALED    
 BA0225* NAVD 88     -       714.363  (meters)    2343.71   (feet)  ADJUSTED  
 BA0225  ___________________________________________________________________
 BA0225  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 BA0225  DYNAMIC HT  -         713.215 (meters)    2339.94  (feet)  COMP
 BA0225  MODELED GRAV-     979,014.3   (mgal)                       NAVD 88
 BA0225
 BA0225  VERT ORDER  -  FIRST     CLASS II
 BA0225
 BA0225.The horizontal coordinates were scaled from a topographic map and have
 BA0225.an estimated accuracy of +/- 6 seconds.
 BA0225
 BA0225.The orthometric height was determined by differential leveling
 BA0225.and adjusted by the National Geodetic Survey in June 1991..
 BA0225
 BA0225.The geoid height was determined by GEOID03.
 BA0225
 BA0225.The dynamic height is computed by dividing the NAVD 88
 BA0225.geopotential number by the normal gravity value computed on the
 BA0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0225.degrees latitude (g = 980.6199 gals.).
 BA0225
 BA0225.The modeled gravity was interpolated from observed gravity values.
 BA0225
 BA0225;                    North         East    Units  Estimated Accuracy
 BA0225;SPC TXSC     - 4,166,130.      154,810.      MT  (+/- 180 meters Scaled)
 BA0225
 BA0225                          SUPERSEDED SURVEY CONTROL
 BA0225
 BA0225  NGVD 29 (??/??/92)  713.944  (m)         2342.33   (f) ADJ UNCH    1 2
 BA0225
 BA0225.Superseded values are not recommended for survey control.
 BA0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0225.See file dsdata.txt to determine how the superseded data were derived.
 BA0225
 BA0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN377369(NAD 83)
 BA0225_MARKER: DB = BENCH MARK DISK
 BA0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0225_STAMPING: P 750 1943
 BA0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0225+STABILITY: SURFACE MOTION
 BA0225
 BA0225  HISTORY     - Date     Condition        Report By
 BA0225  HISTORY     - 1943     MONUMENTED       CGS
 BA0225  HISTORY     - 1967     GOOD             NGS
 BA0225  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0225
 BA0225                          STATION DESCRIPTION
 BA0225
 BA0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0225'5.95 MI SE FROM TERLINGUA.
 BA0225'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0225'TERLINGUA, THENCE 0.65 MILES SOUTHWEST ALONG FARM ROAD 170, THENCE 4.5
 BA0225'MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 0.5 MILES SOUTHEAST ALONG AN
 BA0225'ABANDONED ROAD, 48 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2
 BA0225'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL
 BA0225'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BA0225
 BA0225                          STATION RECOVERY (2001)
 BA0225
 BA0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0225'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0073 ***********************************************************************
 AW0073  DESIGNATION -  P 751
 AW0073  PID         -  AW0073
 AW0073  STATE/COUNTY-  TX/BRAZORIA
 AW0073  USGS QUAD   -  OYSTER CREEK (1974)
 AW0073
 AW0073                         *CURRENT SURVEY CONTROL
 AW0073  ___________________________________________________________________
 AW0073* NAD 83(1986)-  29 06 37.     (N)    095 15 50.     (W)     SCALED    
 AW0073* NAVD 88     -         1.70   (+/-2cm)       5.6    (feet)  VERTCON   
 AW0073  ___________________________________________________________________
 AW0073  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0073
 AW0073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0073
 AW0073.The horizontal coordinates were scaled from a topographic map and have
 AW0073.an estimated accuracy of +/- 6 seconds.
 AW0073
 AW0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0073.The vertical order pertains to the NGVD 29 superseded value.
 AW0073
 AW0073.The geoid height was determined by GEOID03.
 AW0073
 AW0073;                    North         East    Units  Estimated Accuracy
 AW0073;SPC TXSC     - 4,147,330.      963,550.      MT  (+/- 180 meters Scaled)
 AW0073
 AW0073                          SUPERSEDED SURVEY CONTROL
 AW0073
 AW0073  NGVD 29 (??/??/92)    1.708  (m)            5.60   (f) ADJ UNCH    2 0
 AW0073
 AW0073.Superseded values are not recommended for survey control.
 AW0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0073.See file dsdata.txt to determine how the superseded data were derived.
 AW0073
 AW0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN797223(NAD 83)
 AW0073_MARKER: DB = BENCH MARK DISK
 AW0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0073_STAMPING: P 751 1942
 AW0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0073+STABILITY: SURFACE MOTION
 AW0073
 AW0073  HISTORY     - Date     Condition        Report By
 AW0073  HISTORY     - 1942     MONUMENTED       CGS
 AW0073  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0073  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0073  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0073
 AW0073                          STATION DESCRIPTION
 AW0073
 AW0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0073'2.5 MI SW FROM HOSKINS.
 AW0073'2.5 MILES SOUTHWEST ALONG A SHELL ROAD PARALLELING THE MISSOURI
 AW0073'PACIFIC RAILROAD FROM THE MAIN ENTRANCE TO THE FREEPORT SULPHUR CO.
 AW0073'PLANT AT HOSKINS, 1.8 MILES SOUTHWEST OF A RAILROAD UNDERPASS AND A
 AW0073'T-ROAD INTERSECTION, 44 FEET NORTHWEST OF THE CENTERLINE OF THE
 AW0073'M.P.R.R. TRACK, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 15
 AW0073'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF A WHITE
 AW0073'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AW0073'STAMPED P 751 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW0073'0.5 FOOT ABOVE GROUND.
 AW0073
 AW0073                          STATION RECOVERY (1973)
 AW0073
 AW0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0073'MARK NOT FOUND.
 AW0073
 AW0073                          STATION RECOVERY (1978)
 AW0073
 AW0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0073'NOT RECOVERED THIS DATE.
 AW0073
 AW0073                          STATION RECOVERY (2004)
 AW0073
 AW0073'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0305 ***********************************************************************
 AM0305  DESIGNATION -  P 752
 AM0305  PID         -  AM0305
 AM0305  STATE/COUNTY-  TX/BRAZORIA
 AM0305  USGS QUAD   -  FREEPORT (1974)
 AM0305
 AM0305                         *CURRENT SURVEY CONTROL
 AM0305  ___________________________________________________________________
 AM0305* NAD 83(1986)-  28 58 06.     (N)    095 22 10.     (W)     SCALED    
 AM0305* NAVD 88     -         1.28   (+/-2cm)       4.2    (feet)  VERTCON   
 AM0305  ___________________________________________________________________
 AM0305  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AM0305
 AM0305  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0305
 AM0305.The horizontal coordinates were scaled from a topographic map and have
 AM0305.an estimated accuracy of +/- 6 seconds.
 AM0305
 AM0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0305.The vertical order pertains to the NGVD 29 superseded value.
 AM0305
 AM0305.The geoid height was determined by GEOID03.
 AM0305
 AM0305;                    North         East    Units  Estimated Accuracy
 AM0305;SPC TXSC     - 4,131,280.      953,770.      MT  (+/- 180 meters Scaled)
 AM0305
 AM0305                          SUPERSEDED SURVEY CONTROL
 AM0305
 AM0305  NGVD 29 (??/??/92)    1.30   (m)            4.3    (f) COMPUTED    1 2
 AM0305
 AM0305.Superseded values are not recommended for survey control.
 AM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0305.See file dsdata.txt to determine how the superseded data were derived.
 AM0305
 AM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN691067(NAD 83)
 AM0305_MARKER: DB = BENCH MARK DISK
 AM0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0305_SP_SET: CULVERT
 AM0305_STAMPING: P 752 1942
 AM0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0305
 AM0305  HISTORY     - Date     Condition        Report By
 AM0305  HISTORY     - 1942     MONUMENTED       CGS
 AM0305  HISTORY     - 1950     GOOD             NGS
 AM0305  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0305  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0305
 AM0305                          STATION DESCRIPTION
 AM0305
 AM0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AM0305'1.25 MI NW FROM VELASCO.
 AM0305'1 BLOCK SOUTHEAST ALONG AVENUE A FROM THE VELASCO STATE BANK AT
 AM0305'VELASCO, THENCE 0.25 MILE NORTHEAST ALONG OLD STATE HIGHWAY 288,
 AM0305'THENCE 1.0 MILE WEST ALONG FARM ROAD 523, 2 BLOCKS WEST OF THE TRI.
 AM0305'CITY ICE COMPANY BUILDING, 1 BLOCK EAST OF THE INTERSECTION OF NEW
 AM0305'STATE HIGHWAY 288 AND FARM ROAD 523, 18 FEET SOUTH OF THE CENTER LINE
 AM0305'OF THE ROAD, 27 FEET WEST OF THE CENTER LINE OF A GRAVELED STREET, 0.6
 AM0305'FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF THE EAST END OF
 AM0305'THE SOUTH HEADWALL OF A 2X3 FOOT CONCRETE CULVERT UNDER FARM ROAD 523.
 AM0305
 AM0305                          STATION RECOVERY (1998)
 AM0305
 AM0305'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0305'MARK NOT FOUND.
 AM0305
 AM0305                          STATION RECOVERY (2004)
 AM0305
 AM0305'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0018 ***********************************************************************
 AM0018  DESIGNATION -  P 752 RESET 1954
 AM0018  PID         -  AM0018
 AM0018  STATE/COUNTY-  TX/BRAZORIA
 AM0018  USGS QUAD   -  FREEPORT (1974)
 AM0018
 AM0018                         *CURRENT SURVEY CONTROL
 AM0018  ___________________________________________________________________
 AM0018* NAD 83(1986)-  28 58 06.     (N)    095 22 09.     (W)     SCALED    
 AM0018* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 AM0018  ___________________________________________________________________
 AM0018  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AM0018
 AM0018  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0018
 AM0018.The horizontal coordinates were scaled from a topographic map and have
 AM0018.an estimated accuracy of +/- 6 seconds.
 AM0018
 AM0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0018.The vertical order pertains to the NGVD 29 superseded value.
 AM0018
 AM0018.The geoid height was determined by GEOID03.
 AM0018
 AM0018;                    North         East    Units  Estimated Accuracy
 AM0018;SPC TXSC     - 4,131,280.      953,790.      MT  (+/- 180 meters Scaled)
 AM0018
 AM0018                          SUPERSEDED SURVEY CONTROL
 AM0018
 AM0018  NGVD 29 (??/??/92)    1.281  (m)            4.20   (f) ADJ UNCH    1 1
 AM0018
 AM0018.Superseded values are not recommended for survey control.
 AM0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0018.See file dsdata.txt to determine how the superseded data were derived.
 AM0018
 AM0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN691067(NAD 83)
 AM0018_MARKER: DB = BENCH MARK DISK
 AM0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0018_SP_SET: MANHOLE FOUNDATION
 AM0018_STAMPING: P 752 RESET 1954
 AM0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0018+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AM0018
 AM0018  HISTORY     - Date     Condition        Report By
 AM0018  HISTORY     - 1954     MONUMENTED       CGS
 AM0018  HISTORY     - 1973     GOOD             NGS
 AM0018  HISTORY     - 1977     GOOD             NGS
 AM0018  HISTORY     - 1978     GOOD             NGS
 AM0018  HISTORY     - 19980425 GOOD             USPSQD
 AM0018  HISTORY     - 20041106 GOOD             USPSQD
 AM0018
 AM0018                          STATION DESCRIPTION
 AM0018
 AM0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0018'IN FREEPORT.
 AM0018'AT FREEPORT, 0.1 MILE SOUTHEAST ALONG NORTH GULF BOULEVARD (FARM ROAD
 AM0018'523) FROM THE JUNCTION OF STATE HIGHWAY 288 (BRAZOSPORT BOULEVARD), AT
 AM0018'THE SOUTH CORNER OF THE JUNCTION OF QUINTANA STREET, IN THE TOP AND
 AM0018'0.6 FOOT NORTH OF THE SOUTH CORNER OF A 4- BY 7-FOOT CONCRETE
 AM0018'FOUNDATION OF A MANHOLE, 61 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AM0018'BOULEVARD, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET, AND
 AM0018'ABOUT 1 FOOT HIGHER THAN THE STREET.
 AM0018
 AM0018                          STATION RECOVERY (1977)
 AM0018
 AM0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0018'RECOVERED IN GOOD CONDITION.
 AM0018
 AM0018                          STATION RECOVERY (1978)
 AM0018
 AM0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0018'RECOVERED IN GOOD CONDITION.
 AM0018
 AM0018                          STATION RECOVERY (1998)
 AM0018
 AM0018'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0018'RECOVERED IN GOOD CONDITION.
 AM0018
 AM0018                          STATION RECOVERY (2004)
 AM0018
 AM0018'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1190 ***********************************************************************
 AW1190  DESIGNATION -  P 754
 AW1190  PID         -  AW1190
 AW1190  STATE/COUNTY-  TX/BRAZORIA
 AW1190  USGS QUAD   -  BRAZORIA (1952)
 AW1190
 AW1190                         *CURRENT SURVEY CONTROL
 AW1190  ___________________________________________________________________
 AW1190* NAD 83(1986)-  29 02 35.     (N)    095 35 49.     (W)     SCALED    
 AW1190* NAVD 88     -         3.83   (+/-2cm)      12.6    (feet)  VERTCON   
 AW1190  ___________________________________________________________________
 AW1190  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW1190
 AW1190  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1190
 AW1190.The horizontal coordinates were scaled from a topographic map and have
 AW1190.an estimated accuracy of +/- 6 seconds.
 AW1190
 AW1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1190.The vertical order pertains to the NGVD 29 superseded value.
 AW1190
 AW1190.The geoid height was determined by GEOID03.
 AW1190
 AW1190;                    North         East    Units  Estimated Accuracy
 AW1190;SPC TXSC     - 4,138,890.      931,370.      MT  (+/- 180 meters Scaled)
 AW1190
 AW1190                          SUPERSEDED SURVEY CONTROL
 AW1190
 AW1190  NGVD 29 (??/??/92)    3.850  (m)           12.63   (f) ADJ UNCH    1 1
 AW1190
 AW1190.Superseded values are not recommended for survey control.
 AW1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1190.See file dsdata.txt to determine how the superseded data were derived.
 AW1190
 AW1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN471155(NAD 83)
 AW1190_MARKER: DB = BENCH MARK DISK
 AW1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1190_STAMPING: P 754 1943
 AW1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1190+STABILITY: SURFACE MOTION
 AW1190
 AW1190  HISTORY     - Date     Condition        Report By
 AW1190  HISTORY     - 1943     MONUMENTED       CGS
 AW1190  HISTORY     - 1972     GOOD             NGS
 AW1190  HISTORY     - 1978     GOOD             NGS
 AW1190
 AW1190                          STATION DESCRIPTION
 AW1190
 AW1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1190'1.6 MI W FROM BRAZORIA.
 AW1190'1.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FIRE
 AW1190'STATION AT BRAZORIA, DIRECTLY OPPOSITE MILEPOST 307, 100.0 FEET
 AW1190'SOUTHEAST OF THE EAST END OF RAILROAD TRESTLE 307.0, 93.6 FEET SOUTH
 AW1190'OF THE SOUTH RAIL, 39.4 FEET WEST OF TELEPHONE POLE 2, 12.2 FEET
 AW1190'EAST-NORTHEAST OF FENCE CORNER, 7.0 FEET LOWER THAN RAILROAD TRACKS,
 AW1190'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 AW1190'GROUND.  NOTE-- THE POST IS SOLID BUT LEANING.
 AW1190
 AW1190                          STATION RECOVERY (1978)
 AW1190
 AW1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0169 ***********************************************************************
 AM0169  DESIGNATION -  P 755
 AM0169  PID         -  AM0169
 AM0169  STATE/COUNTY-  TX/MATAGORDA
 AM0169  USGS QUAD   -  BAY CITY (1972)
 AM0169
 AM0169                         *CURRENT SURVEY CONTROL
 AM0169  ___________________________________________________________________
 AM0169* NAD 83(1986)-  28 56 48.     (N)    095 56 45.     (W)     SCALED    
 AM0169* NAVD 88     -        12.57   (+/-2cm)      41.2    (feet)  VERTCON   
 AM0169  ___________________________________________________________________
 AM0169  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AM0169
 AM0169  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0169
 AM0169.The horizontal coordinates were scaled from a topographic map and have
 AM0169.an estimated accuracy of +/- 6 seconds.
 AM0169
 AM0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0169.The vertical order pertains to the NGVD 29 superseded value.
 AM0169
 AM0169.The geoid height was determined by GEOID03.
 AM0169
 AM0169;                    North         East    Units  Estimated Accuracy
 AM0169;SPC TXSC     - 4,127,280.      897,680.      MT  (+/- 180 meters Scaled)
 AM0169
 AM0169                          SUPERSEDED SURVEY CONTROL
 AM0169
 AM0169  NGVD 29 (??/??/92)   12.599  (m)           41.34   (f) ADJ UNCH    1 2
 AM0169
 AM0169.Superseded values are not recommended for survey control.
 AM0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0169.See file dsdata.txt to determine how the superseded data were derived.
 AM0169
 AM0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN128056(NAD 83)
 AM0169_MARKER: DB = BENCH MARK DISK
 AM0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0169_STAMPING: P 755 1943
 AM0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0169+STABILITY: SURFACE MOTION
 AM0169
 AM0169  HISTORY     - Date     Condition        Report By
 AM0169  HISTORY     - 1943     MONUMENTED       CGS
 AM0169  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0169
 AM0169                          STATION DESCRIPTION
 AM0169
 AM0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AM0169'3.0 MI S FROM BAY CITY.
 AM0169'TO REACH FROM THE CITY WATER TANK AT BAY CITY.  PROCEED SOUTHERLY
 AM0169'ALONG THE GULF, COLORADO AND SANTA FE RAILROAD 3.0 MILES TO SITE OF
 AM0169'BENCH MARK.  BENCH MARK IS 6 POLES NORTH OF MILE POST NO. 72, AT A
 AM0169'POINT WHERE A POWER LINE CROSSES THE RAILROAD.  IT IS 310.0 FEET SOUTH
 AM0169'OF AN ABANDONED ROAD CROSSING, 43.0 FEET EAST OF AND ABOUT 1.5 FEET
 AM0169'BELOW THE CENTERLINE OF THE TRACK, 9.0 FEET SOUTHEAST OF A TELEGRAPH
 AM0169'POLE, 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST AND 3.0 FEET
 AM0169'WEST OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.4 FOOT. A
 AM0169'STANDARD DISK, STAMPED P 755 1943 AND SET IN THE TOP OF A CONCRETE
 AM0169'POST.
 AM0169
 AM0169                          STATION RECOVERY (1978)
 AM0169
 AM0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0169'SEARCHED FOR, NOT RECOVERED.  INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4344 ***********************************************************************
 AW4344  DESIGNATION -  P 756
 AW4344  PID         -  AW4344
 AW4344  STATE/COUNTY-  TX/BRAZORIA
 AW4344  USGS QUAD   -  SWEENY (1972)
 AW4344
 AW4344                         *CURRENT SURVEY CONTROL
 AW4344  ___________________________________________________________________
 AW4344* NAD 83(1986)-  29 06 23.     (N)    095 40 45.     (W)     SCALED    
 AW4344* NAVD 88     -         9.15   (+/-2cm)      30.0    (feet)  VERTCON   
 AW4344  ___________________________________________________________________
 AW4344  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW4344
 AW4344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4344
 AW4344.The horizontal coordinates were scaled from a topographic map and have
 AW4344.an estimated accuracy of +/- 6 seconds.
 AW4344
 AW4344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4344.The vertical order pertains to the NGVD 29 superseded value.
 AW4344
 AW4344.The geoid height was determined by GEOID03.
 AW4344
 AW4344;                    North         East    Units  Estimated Accuracy
 AW4344;SPC TXSC     - 4,145,680.      923,160.      MT  (+/- 180 meters Scaled)
 AW4344
 AW4344                          SUPERSEDED SURVEY CONTROL
 AW4344
 AW4344  NGVD 29 (??/??/92)    9.166  (m)           30.07   (f) ADJ UNCH    2 0
 AW4344
 AW4344.Superseded values are not recommended for survey control.
 AW4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4344.See file dsdata.txt to determine how the superseded data were derived.
 AW4344
 AW4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN392227(NAD 83)
 AW4344_MARKER: DB = BENCH MARK DISK
 AW4344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4344_SP_SET: CULVERT
 AW4344_STAMPING: P 756 1943
 AW4344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4344+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4344
 AW4344  HISTORY     - Date     Condition        Report By
 AW4344  HISTORY     - 1943     MONUMENTED       CGS
 AW4344  HISTORY     - 20041118 GOOD             USPSQD
 AW4344
 AW4344                          STATION DESCRIPTION
 AW4344
 AW4344'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4344'3.5 MI SW FROM WEST COLUMBIA.
 AW4344'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4344'SOUTHWESTERLY 3.5 MILES ALONG STATE HIGHWAY NO. 35 TO A DOUBLE-ARCH
 AW4344'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE
 AW4344'SOUTHWEST OF THE HIGHWAY BRIDGE OVER THE SAN BERNARD RIVER.  IT IS
 AW4344'15.0 FEET SOUTHEAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE
 AW4344'HIGHWAY AND IS SET HORIZONTALLY IN THE TOP CENTER OF THE SOUTHEAST
 AW4344'HEADWALL OF THE DOUBLE-ARCH CONCRETE CULVERT.
 AW4344
 AW4344                          STATION RECOVERY (2004)
 AW4344
 AW4344'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4284 ***********************************************************************
 AW4284  DESIGNATION -  P 757
 AW4284  PID         -  AW4284
 AW4284  STATE/COUNTY-  TX/MATAGORDA
 AW4284  USGS QUAD   -  ASHWOOD (1980)
 AW4284
 AW4284                         *CURRENT SURVEY CONTROL
 AW4284  ___________________________________________________________________
 AW4284* NAD 83(1986)-  29 04 05.     (N)    095 51 33.     (W)     SCALED    
 AW4284* NAVD 88     -        14.69   (+/-2cm)      48.2    (feet)  VERTCON   
 AW4284  ___________________________________________________________________
 AW4284  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW4284
 AW4284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4284
 AW4284.The horizontal coordinates were scaled from a topographic map and have
 AW4284.an estimated accuracy of +/- 6 seconds.
 AW4284
 AW4284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4284.The vertical order pertains to the NGVD 29 superseded value.
 AW4284
 AW4284.The geoid height was determined by GEOID03.
 AW4284
 AW4284;                    North         East    Units  Estimated Accuracy
 AW4284;SPC TXSC     - 4,140,950.      905,760.      MT  (+/- 180 meters Scaled)
 AW4284
 AW4284                          SUPERSEDED SURVEY CONTROL
 AW4284
 AW4284  NGVD 29 (??/??/92)   14.71   (m)           48.3    (f) COMPUTED    2 0
 AW4284
 AW4284.Superseded values are not recommended for survey control.
 AW4284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4284.See file dsdata.txt to determine how the superseded data were derived.
 AW4284
 AW4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN216189(NAD 83)
 AW4284_MARKER: DB = BENCH MARK DISK
 AW4284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4284_STAMPING: P 757 1943
 AW4284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4284+STABILITY: SURFACE MOTION
 AW4284
 AW4284  HISTORY     - Date     Condition        Report By
 AW4284  HISTORY     - 1943     MONUMENTED       CGS
 AW4284  HISTORY     - 19961119 GOOD             USPSQD
 AW4284  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4284
 AW4284                          STATION DESCRIPTION
 AW4284
 AW4284'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4284'4.4 MI NE FROM VAN VLECK.
 AW4284'TO REACH FROM THE VAN VLECK HIGH SCHOOL AT VAN VLECK.  PROCEED
 AW4284'NORTHERLY 0.7 MILE TO THE SOUTHERN PACIFIC RAILROAD, THENCE
 AW4284'NORTHEASTERLY ALONG RAILROAD 3.7 MILES TO MILE POST NO. 27 AND SITE OF
 AW4284'BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE NORTHEAST OF A WOODEN
 AW4284'RAILROAD BRIDGE, 46.0 FEET SOUTHEAST OF AND ABOUT 1.5 FEET BELOW THE
 AW4284'CENTERLINE OF THE RAILROAD, 26.0 FEET NORTHWEST OF THE CENTERLINE OF
 AW4284'AN OILED ROAD PARALLELING THE TRACK, 3.0 FEET SOUTHWEST OF A 4 BY 4
 AW4284'INCH WOODEN MARKER POST, IN LINE WITH SINGLE-WIRE TELEPHONE LINE AND
 AW4284'DIRECTLY ACROSS RAILROAD FROM MILE POST NO. 27.  MONUMENT PROJECTS
 AW4284'ABOUT 0.6 FOOT, AND SET IN A CONCRETE POST.
 AW4284
 AW4284                          STATION RECOVERY (1996)
 AW4284
 AW4284'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4284'RECOVERED IN GOOD CONDITION.
 AW4284
 AW4284                          STATION RECOVERY (2004)
 AW4284
 AW4284'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4284'NO RAIL ROAD IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4209 ***********************************************************************
 AW4209  DESIGNATION -  P 759
 AW4209  PID         -  AW4209
 AW4209  STATE/COUNTY-  TX/WHARTON
 AW4209  USGS QUAD   -  BOLING (1980)
 AW4209
 AW4209                         *CURRENT SURVEY CONTROL
 AW4209  ___________________________________________________________________
 AW4209* NAD 83(1986)-  29 15 41.     (N)    095 52 38.     (W)     SCALED    
 AW4209* NAVD 88     -        20.22   (+/-2cm)      66.3    (feet)  VERTCON   
 AW4209  ___________________________________________________________________
 AW4209  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW4209
 AW4209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4209
 AW4209.The horizontal coordinates were scaled from a topographic map and have
 AW4209.an estimated accuracy of +/- 6 seconds.
 AW4209
 AW4209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4209.The vertical order pertains to the NGVD 29 superseded value.
 AW4209
 AW4209.The geoid height was determined by GEOID03.
 AW4209
 AW4209;                    North         East    Units  Estimated Accuracy
 AW4209;SPC TXSC     - 4,162,320.      903,430.      MT  (+/- 180 meters Scaled)
 AW4209
 AW4209                          SUPERSEDED SURVEY CONTROL
 AW4209
 AW4209  NGVD 29 (??/??/92)   20.225  (m)           66.35   (f) ADJ UNCH    2 0
 AW4209
 AW4209.Superseded values are not recommended for survey control.
 AW4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4209.See file dsdata.txt to determine how the superseded data were derived.
 AW4209
 AW4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN204403(NAD 83)
 AW4209_MARKER: DB = BENCH MARK DISK
 AW4209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4209_STAMPING: P 759 1943
 AW4209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4209+STABILITY: SURFACE MOTION
 AW4209
 AW4209  HISTORY     - Date     Condition        Report By
 AW4209  HISTORY     - 1943     MONUMENTED       CGS
 AW4209
 AW4209                          STATION DESCRIPTION
 AW4209
 AW4209'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4209'3.4 MI NE FROM NEW GULF.
 AW4209'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4209'SANTA FE RAILROAD AT NEW GULF.  PROCEED NORTHEASTERLY ALONG SANTA FE
 AW4209'RAILROAD TO A ROAD CROSSING NEAR MILE POST NO. 10 AND SITE OF BENCH
 AW4209'MARK.  BENCH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE RAILROAD BRIDGE
 AW4209'OVER THE SAN BERNARD RIVER, 2 1/2 POLES SOUTHWEST OF MILE POST NO. 10,
 AW4209'68.0 FEET SOUTH OF THE SOUTHWEST END OF RAILROAD BRIDGE NO. 9-A, 58.0
 AW4209'FEET SOUTHEAST OF AND ABOUT 4.5 FEET BELOW THE CENTERLINE OF THE
 AW4209'TRACK, 30.0 FEET NORTHEAST OF THE CENTER OF A LARGE GATE AND STEEL
 AW4209'CATTLE-GUARD, 24.0 FEET SOUTHWEST OF THE WEST BANK OF A DRAINAGE
 AW4209'CANAL, 3.0 FEET NORTHEAST OF A 4 BY 4 INCH WOODEN MARKER POST AND 2.0
 AW4209'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.3
 AW4209'FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0533 ***********************************************************************
 CA0533  DESIGNATION -  P 76
 CA0533  PID         -  CA0533
 CA0533  STATE/COUNTY-  TX/MCCULLOCH
 CA0533  USGS QUAD   -  BRADY SOUTH (1987)
 CA0533
 CA0533                         *CURRENT SURVEY CONTROL
 CA0533  ___________________________________________________________________
 CA0533* NAD 83(1986)-  31 04 25.     (N)    099 18 35.     (W)     SCALED    
 CA0533* NAVD 88     -       536.904  (meters)    1761.49   (feet)  ADJUSTED  
 CA0533  ___________________________________________________________________
 CA0533  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CA0533  DYNAMIC HT  -         536.181 (meters)    1759.12  (feet)  COMP
 CA0533  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 CA0533
 CA0533  VERT ORDER  -  FIRST     CLASS II
 CA0533
 CA0533.The horizontal coordinates were scaled from a topographic map and have
 CA0533.an estimated accuracy of +/- 6 seconds.
 CA0533
 CA0533.The orthometric height was determined by differential leveling
 CA0533.and adjusted by the National Geodetic Survey in June 1991..
 CA0533
 CA0533.The geoid height was determined by GEOID03.
 CA0533
 CA0533.The dynamic height is computed by dividing the NAVD 88
 CA0533.geopotential number by the normal gravity value computed on the
 CA0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0533.degrees latitude (g = 980.6199 gals.).
 CA0533
 CA0533.The modeled gravity was interpolated from observed gravity values.
 CA0533
 CA0533;                    North         East    Units  Estimated Accuracy
 CA0533;SPC TX C     - 3,156,420.      797,670.      MT  (+/- 180 meters Scaled)
 CA0533
 CA0533                          SUPERSEDED SURVEY CONTROL
 CA0533
 CA0533  NGVD 29 (??/??/92)  536.838  (m)         1761.28   (f) ADJ UNCH    1 2
 CA0533
 CA0533.Superseded values are not recommended for survey control.
 CA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0533.See file dsdata.txt to determine how the superseded data were derived.
 CA0533
 CA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV704378(NAD 83)
 CA0533_MARKER: DB = BENCH MARK DISK
 CA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0533_STAMPING: P 76 1931
 CA0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0533+STABILITY: SURFACE MOTION
 CA0533
 CA0533  HISTORY     - Date     Condition        Report By
 CA0533  HISTORY     - 1931     MONUMENTED       CGS
 CA0533  HISTORY     - 1953     GOOD             NGS
 CA0533  HISTORY     - 1970     MARK NOT FOUND   USGS
 CA0533  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0533  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0533
 CA0533                          STATION DESCRIPTION
 CA0533
 CA0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CA0533'4.3 MI S FROM BRADY.
 CA0533'4.0 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH FARM ROAD
 CA0533'734 AT BRADY, THENCE 0.3 MILE EAST ALONG A PRIVATE ROAD, 110 YARDS
 CA0533'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 36 FEET NORTHEAST OF
 CA0533'THE CENTER LINE OF OLD U.S. HIGHWAY 87, 90 YARDS SOUTH OF THE SOUTH
 CA0533'EDGE OF A SMALL EARTH DAM, SET IN THE TOP OF A CONCRETE POST WHICH
 CA0533'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CA0533
 CA0533                          STATION RECOVERY (1970)
 CA0533
 CA0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CA0533'MARK NOT FOUND.
 CA0533
 CA0533                          STATION RECOVERY (1981)
 CA0533
 CA0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0533'MARK NOT FOUND.
 CA0533
 CA0533                          STATION RECOVERY (1982)
 CA0533
 CA0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0533'NOT SEARCHED FOR THIS DATE, PRIVATE LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2081 ***********************************************************************
 AW2081  DESIGNATION -  P 760
 AW2081  PID         -  AW2081
 AW2081  STATE/COUNTY-  TX/HARRIS
 AW2081  USGS QUAD   -  PARK PLACE (1995)
 AW2081
 AW2081                         *CURRENT SURVEY CONTROL
 AW2081  ___________________________________________________________________
 AW2081* NAD 83(1986)-  29 38 49.     (N)    095 17 10.     (W)     SCALED    
 AW2081* NAVD 88     -        14.44   (+/-2cm)      47.4    (feet)  VERTCON   
 AW2081  ___________________________________________________________________
 AW2081  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2081
 AW2081  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2081
 AW2081.This mark is at William P Hobby (HOU) Airport (HOU)
 AW2081
 AW2081.The horizontal coordinates were scaled from a topographic map and have
 AW2081.an estimated accuracy of +/- 6 seconds.
 AW2081
 AW2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2081.The vertical order pertains to the NGVD 29 superseded value.
 AW2081
 AW2081.The geoid height was determined by GEOID03.
 AW2081
 AW2081;                    North         East    Units  Estimated Accuracy
 AW2081;SPC TXSC     - 4,206,710.      959,500.      MT  (+/- 180 meters Scaled)
 AW2081
 AW2081                          SUPERSEDED SURVEY CONTROL
 AW2081
 AW2081  NGVD 29 (??/??/92)   14.431  (m)           47.35   (f) ADJ UNCH    1 2
 AW2081
 AW2081.Superseded values are not recommended for survey control.
 AW2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2081.See file dsdata.txt to determine how the superseded data were derived.
 AW2081
 AW2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN787818(NAD 83)
 AW2081_MARKER: DB = BENCH MARK DISK
 AW2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2081_STAMPING: P 760 1942
 AW2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2081+STABILITY: SURFACE MOTION
 AW2081
 AW2081  HISTORY     - Date     Condition        Report By
 AW2081  HISTORY     - 1942     MONUMENTED       CGS
 AW2081  HISTORY     - 1965     GOOD             NGS
 AW2081  HISTORY     - 1973     GOOD             NGS
 AW2081  HISTORY     - 1978     GOOD             NGS
 AW2081  HISTORY     - 1978     GOOD             NGS
 AW2081  HISTORY     - 1987     GOOD             USPSQD
 AW2081  HISTORY     - 1987     GOOD             USPSQD
 AW2081  HISTORY     - 19950624 GOOD             USPSQD
 AW2081  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 AW2081
 AW2081                          STATION DESCRIPTION
 AW2081
 AW2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AW2081'3 MI NE FROM MYKAWA.
 AW2081'ABOUT 1.05 MILES EAST ALONG THE ALMEDA-GENOA ROAD FROM THE CROSSING
 AW2081'WITH THE GULF, COLORADO, AND SANTA FE RAILWAY AT MYKAWA, THENCE ABOUT
 AW2081'1.75 MILES NORTH ALONG STATE HIGHWAY 35 (TELEPHONE ROAD), THENCE 0.15
 AW2081'MILES EAST ALONG NELMS STREET TO THE CONTROL TOWER ATOP THE OLD
 AW2081'TERMINAL BUILDING AT THE HOUSTON INTERNATIONAL AIRPORT, 22 FT SOUTH OF
 AW2081'THE CENTERLINE OF THE EAST ENTRANCE TO THE OLD WAITING ROOM, 62 FT
 AW2081'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 3.2 FT EAST OF THE EAST
 AW2081'WALL, 0.5 FEET SOUTH OF THE SOUTH WALL, AND IN THE TOP OF A CONCRETE
 AW2081'POST PROJECTING 6 INCHES.
 AW2081
 AW2081                          STATION RECOVERY (1973)
 AW2081
 AW2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2081'RECOVERED IN GOOD CONDITION.
 AW2081
 AW2081                          STATION RECOVERY (1978)
 AW2081
 AW2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2081'RECOVERED IN GOOD CONDITION.
 AW2081
 AW2081                          STATION RECOVERY (1978)
 AW2081
 AW2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2081'RECOVERED IN GOOD CONDITION.
 AW2081
 AW2081                          STATION RECOVERY (1987)
 AW2081
 AW2081'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2081'RECOVERED IN GOOD CONDITION.
 AW2081
 AW2081                          STATION RECOVERY (1987)
 AW2081
 AW2081'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2081'RECOVERED IN GOOD CONDITION.
 AW2081
 AW2081                          STATION RECOVERY (1995)
 AW2081
 AW2081'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2081'RECOVERED IN GOOD CONDITION.
 AW2081
 AW2081                          STATION RECOVERY (2003)
 AW2081
 AW2081'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2081'THIS MARK IS IN A RESTRICTED AREA OF HOBBY AIRPORT. THE GUARD SAID IT
 AW2081'WAS THERE BUT I COULD NOT CONFIRM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0046 ***********************************************************************
 AN0046  DESIGNATION -  P 761
 AN0046  PID         -  AN0046
 AN0046  STATE/COUNTY-  TX/MATAGORDA
 AN0046  USGS QUAD   -  MIDFIELD (1995)
 AN0046
 AN0046                         *CURRENT SURVEY CONTROL
 AN0046  ___________________________________________________________________
 AN0046* NAD 83(1986)-  28 53 02.     (N)    096 09 56.     (W)     SCALED    
 AN0046* NAVD 88     -        10.40   (+/-2cm)      34.1    (feet)  VERTCON   
 AN0046  ___________________________________________________________________
 AN0046  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0046
 AN0046  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0046
 AN0046.The horizontal coordinates were scaled from a topographic map and have
 AN0046.an estimated accuracy of +/- 6 seconds.
 AN0046
 AN0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0046.The vertical order pertains to the NGVD 29 superseded value.
 AN0046
 AN0046.The geoid height was determined by GEOID03.
 AN0046
 AN0046;                    North         East    Units  Estimated Accuracy
 AN0046;SPC TXSC     - 4,119,780.      876,440.      MT  (+/- 180 meters Scaled)
 AN0046
 AN0046                          SUPERSEDED SURVEY CONTROL
 AN0046
 AN0046  NGVD 29 (??/??/92)   10.446  (m)           34.27   (f) ADJ UNCH    1 2
 AN0046
 AN0046.Superseded values are not recommended for survey control.
 AN0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0046.See file dsdata.txt to determine how the superseded data were derived.
 AN0046
 AN0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS764984(NAD 83)
 AN0046_MARKER: DB = BENCH MARK DISK
 AN0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0046_STAMPING: P 761 1942
 AN0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0046+STABILITY: SURFACE MOTION
 AN0046
 AN0046  HISTORY     - Date     Condition        Report By
 AN0046  HISTORY     - 1942     MONUMENTED       CGS
 AN0046  HISTORY     - 1951     GOOD             NGS
 AN0046  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0046  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0046
 AN0046                          STATION DESCRIPTION
 AN0046
 AN0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0046'1.6 MI W FROM ELMATON.
 AN0046'1.6 MILES WEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AN0046'FROM THE STATION AT ELMATON, 3 POLES EAST OF MILEPOST 268, 0.15 MILE
 AN0046'EAST OF A GRAVELED ROAD LEADING SOUTH, 29.3 FEET NORTH OF THE CENTER
 AN0046'LINE OF A SHELL ROAD, 46.6 FEET SOUTH OF THE SOUTH RAIL, 3 FEET WEST
 AN0046'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AN0046'0.6 FOOT ABOVE THE GROUND.
 AN0046
 AN0046                          STATION RECOVERY (1972)
 AN0046
 AN0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0046'MARK NOT FOUND.
 AN0046
 AN0046                          STATION RECOVERY (1978)
 AN0046
 AN0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0046'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0912 ***********************************************************************
 AX0912  DESIGNATION -  P 762
 AX0912  PID         -  AX0912
 AX0912  STATE/COUNTY-  TX/JACKSON
 AX0912  USGS QUAD   -  GANADO (1981)
 AX0912
 AX0912                         *CURRENT SURVEY CONTROL
 AX0912  ___________________________________________________________________
 AX0912* NAD 83(1986)-  29 01 18.     (N)    096 30 18.     (W)     SCALED    
 AX0912* NAVD 88     -        17.35   (+/-2cm)      56.9    (feet)  VERTCON   
 AX0912  ___________________________________________________________________
 AX0912  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0912
 AX0912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0912
 AX0912.The horizontal coordinates were scaled from a topographic map and have
 AX0912.an estimated accuracy of +/- 6 seconds.
 AX0912
 AX0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0912.The vertical order pertains to the NGVD 29 superseded value.
 AX0912
 AX0912.The geoid height was determined by GEOID03.
 AX0912
 AX0912;                    North         East    Units  Estimated Accuracy
 AX0912;SPC TXSC     - 4,134,290.      843,010.      MT  (+/- 180 meters Scaled)
 AX0912
 AX0912                          SUPERSEDED SURVEY CONTROL
 AX0912
 AX0912  NGVD 29 (??/??/92)   17.364  (m)           56.97   (f) ADJ UNCH    2 0
 AX0912
 AX0912.Superseded values are not recommended for survey control.
 AX0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0912.See file dsdata.txt to determine how the superseded data were derived.
 AX0912
 AX0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT430129(NAD 83)
 AX0912_MARKER: DB = BENCH MARK DISK
 AX0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0912_SP_SET: CULVERT
 AX0912_STAMPING: P 762 1943
 AX0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0912
 AX0912  HISTORY     - Date     Condition        Report By
 AX0912  HISTORY     - 1943     MONUMENTED       CGS
 AX0912  HISTORY     - 1972     GOOD             NGS
 AX0912  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0912
 AX0912                          STATION DESCRIPTION
 AX0912
 AX0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0912'1.6 MI SE FROM GANADO.
 AX0912'ABOUT 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE
 AX0912'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, 0.1 MILE SOUTHEAST OF THE
 AX0912'SOUTHEAST END OF THE CONCRETE HIGHWAY BRIDGE OVER MUSTANG CREEK, 18
 AX0912'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 AX0912'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 3- X 4-FOOT
 AX0912'BOX CULVERT, 35 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 AX0912'DRIVEWAY, 50 FEET EAST OF A POWER POLE, AND ABOUT 1 FOOT ABOVE THE
 AX0912'LEVEL OF THE HIGHWAY.
 AX0912
 AX0912                          STATION RECOVERY (1998)
 AX0912
 AX0912'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0934 ***********************************************************************
 AJ0934  DESIGNATION -  P 763
 AJ0934  PID         -  AJ0934
 AJ0934  STATE/COUNTY-  TX/WEBB
 AJ0934  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0934
 AJ0934                         *CURRENT SURVEY CONTROL
 AJ0934  ___________________________________________________________________
 AJ0934* NAD 83(1986)-  27 16 05.     (N)    099 09 00.     (W)     SCALED    
 AJ0934* NAVD 88     -       168.653  (meters)     553.32   (feet)  ADJUSTED  
 AJ0934  ___________________________________________________________________
 AJ0934  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AJ0934  DYNAMIC HT  -         168.382 (meters)     552.43  (feet)  COMP
 AJ0934  MODELED GRAV-     979,039.3   (mgal)                       NAVD 88
 AJ0934
 AJ0934  VERT ORDER  -  SECOND    CLASS 0
 AJ0934
 AJ0934.The horizontal coordinates were scaled from a topographic map and have
 AJ0934.an estimated accuracy of +/- 6 seconds.
 AJ0934
 AJ0934.The orthometric height was determined by differential leveling
 AJ0934.and adjusted by the National Geodetic Survey in June 1991..
 AJ0934
 AJ0934.The geoid height was determined by GEOID03.
 AJ0934
 AJ0934.The dynamic height is computed by dividing the NAVD 88
 AJ0934.geopotential number by the normal gravity value computed on the
 AJ0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0934.degrees latitude (g = 980.6199 gals.).
 AJ0934
 AJ0934.The modeled gravity was interpolated from observed gravity values.
 AJ0934
 AJ0934;                    North         East    Units  Estimated Accuracy
 AJ0934;SPC TX S     - 5,177,590.      235,640.      MT  (+/- 180 meters Scaled)
 AJ0934
 AJ0934                          SUPERSEDED SURVEY CONTROL
 AJ0934
 AJ0934  NGVD 29 (??/??/92)  168.694  (m)          553.46   (f) ADJ UNCH    2 0
 AJ0934
 AJ0934.Superseded values are not recommended for survey control.
 AJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0934.See file dsdata.txt to determine how the superseded data were derived.
 AJ0934
 AJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR851161(NAD 83)
 AJ0934_MARKER: DB = BENCH MARK DISK
 AJ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0934_STAMPING: P 763 1943
 AJ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0934+STABILITY: SURFACE MOTION
 AJ0934
 AJ0934  HISTORY     - Date     Condition        Report By
 AJ0934  HISTORY     - 1943     MONUMENTED       CGS
 AJ0934  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0934
 AJ0934                          STATION DESCRIPTION
 AJ0934
 AJ0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0934'13.6 MI S FROM AGUILARES.
 AJ0934'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0934'AGUILARES-- PROCEED 13.6 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0934'OF BENCH MARK.  BENCH MARK IS 23.0 FEET SOUTHWEST OF AND ABOUT THE
 AJ0934'SAME ELEVATION AS THE CENTERLINE OF ROAD, AND 3.0 FEET SOUTHWEST OF
 AJ0934'TELEPHONE POLE NO. 11-10.  IT IS 1.8 FEET SOUTHWEST OF THE
 AJ0934'RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER
 AJ0934'POST.  MONUMENT PROJECTS 0.4 FOOT.
 AJ0934
 AJ0934                          STATION RECOVERY (1975)
 AJ0934
 AJ0934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0665 ***********************************************************************
 AJ0665  DESIGNATION -  P 764
 AJ0665  PID         -  AJ0665
 AJ0665  STATE/COUNTY-  TX/ZAPATA
 AJ0665  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0665
 AJ0665                         *CURRENT SURVEY CONTROL
 AJ0665  ___________________________________________________________________
 AJ0665* NAD 83(1986)-  27 09 55.     (N)    098 59 46.     (W)     SCALED    
 AJ0665* NAVD 88     -       164.418  (meters)     539.43   (feet)  POSTED    
 AJ0665  ___________________________________________________________________
 AJ0665  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AJ0665  DYNAMIC HT  -         164.150 (meters)     538.55  (feet)  COMP
 AJ0665  MODELED GRAV-     979,029.3   (mgal)                       NAVD 88
 AJ0665
 AJ0665  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0665
 AJ0665.The horizontal coordinates were scaled from a topographic map and have
 AJ0665.an estimated accuracy of +/- 6 seconds.
 AJ0665
 AJ0665.The orthometric height was determined by differential leveling
 AJ0665.and adjusted by the National Geodetic Survey in 1992..
 AJ0665.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0665.rate of 1.1 thru 2.0 mm/km.
 AJ0665
 AJ0665.The geoid height was determined by GEOID03.
 AJ0665
 AJ0665.The dynamic height is computed by dividing the NAVD 88
 AJ0665.geopotential number by the normal gravity value computed on the
 AJ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0665.degrees latitude (g = 980.6199 gals.).
 AJ0665
 AJ0665.The modeled gravity was interpolated from observed gravity values.
 AJ0665
 AJ0665;                    North         East    Units  Estimated Accuracy
 AJ0665;SPC TX S     - 5,166,130.      250,840.      MT  (+/- 180 meters Scaled)
 AJ0665
 AJ0665                          SUPERSEDED SURVEY CONTROL
 AJ0665
 AJ0665  NGVD 29 (??/??/92)  164.451  (m)          539.54   (f) ADJ UNCH    2 0
 AJ0665
 AJ0665.Superseded values are not recommended for survey control.
 AJ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0665.See file dsdata.txt to determine how the superseded data were derived.
 AJ0665
 AJ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR003047(NAD 83)
 AJ0665_MARKER: DB = BENCH MARK DISK
 AJ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0665_STAMPING: P 764 1943
 AJ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0665+STABILITY: SURFACE MOTION
 AJ0665
 AJ0665  HISTORY     - Date     Condition        Report By
 AJ0665  HISTORY     - 1943     MONUMENTED       CGS
 AJ0665  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0665
 AJ0665                          STATION DESCRIPTION
 AJ0665
 AJ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0665'20.1 MI S FROM MIRANDO CITY.
 AJ0665'TO REACH FROM THE POST OFFICE AT MIRANDO CITY-- PROCEED 14.7 MILES
 AJ0665'SOUTHERLY ALONG AN IMPROVED AND DIRT COUNTY ROAD TO A SIDE ROAD
 AJ0665'RUNNING PARALLEL WITH A PIPELINE LEADING SOUTHWEST, THENCE 5.4 MILES
 AJ0665'SOUTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE
 AJ0665'NORTHEAST OF A GATE AND 11.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AJ0665'ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 6.0 FEET EAST OF TELEPHONE
 AJ0665'POLE NO. 17, AND 3.0 FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.
 AJ0665'MONUMENT PROJECTS 0.5 FOOT.
 AJ0665
 AJ0665                          STATION RECOVERY (1972)
 AJ0665
 AJ0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0031 ***********************************************************************
 AX0031  DESIGNATION -  P 767
 AX0031  PID         -  AX0031
 AX0031  STATE/COUNTY-  TX/AUSTIN
 AX0031  USGS QUAD   -  CAT SPRING (1981)
 AX0031
 AX0031                         *CURRENT SURVEY CONTROL
 AX0031  ___________________________________________________________________
 AX0031* NAD 83(1986)-  29 49 22.     (N)    096 15 59.     (W)     SCALED    
 AX0031* NAVD 88     -        73.466  (meters)     241.03   (feet)  ADJUSTED  
 AX0031  ___________________________________________________________________
 AX0031  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0031  DYNAMIC HT  -          73.365 (meters)     240.70  (feet)  COMP
 AX0031  MODELED GRAV-     979,268.4   (mgal)                       NAVD 88
 AX0031
 AX0031  VERT ORDER  -  FIRST     CLASS I
 AX0031
 AX0031.The horizontal coordinates were scaled from a topographic map and have
 AX0031.an estimated accuracy of +/- 6 seconds.
 AX0031
 AX0031.The orthometric height was determined by differential leveling
 AX0031.and adjusted by the National Geodetic Survey in June 1991..
 AX0031
 AX0031.The geoid height was determined by GEOID03.
 AX0031
 AX0031.The dynamic height is computed by dividing the NAVD 88
 AX0031.geopotential number by the normal gravity value computed on the
 AX0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0031.degrees latitude (g = 980.6199 gals.).
 AX0031
 AX0031.The modeled gravity was interpolated from observed gravity values.
 AX0031
 AX0031;                    North         East    Units  Estimated Accuracy
 AX0031;SPC TXSC     - 4,223,570.      864,170.      MT  (+/- 180 meters Scaled)
 AX0031
 AX0031                          SUPERSEDED SURVEY CONTROL
 AX0031
 AX0031  NGVD 29 (12/23/87)   73.440  (m)          240.94   (f) ADJUSTED    1 1
 AX0031
 AX0031.Superseded values are not recommended for survey control.
 AX0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0031.See file dsdata.txt to determine how the superseded data were derived.
 AX0031
 AX0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU641022(NAD 83)
 AX0031_MARKER: DB = BENCH MARK DISK
 AX0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0031_SP_SET: CULVERT HEADWALL
 AX0031_STAMPING: P 767 1943
 AX0031_MARK LOGO: CGS   
 AX0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0031+STABILITY: SURFACE MOTION
 AX0031
 AX0031  HISTORY     - Date     Condition        Report By
 AX0031  HISTORY     - 1943     MONUMENTED       CGS
 AX0031  HISTORY     - 1973     GOOD             NGS
 AX0031  HISTORY     - 1976     GOOD             NGS
 AX0031  HISTORY     - 1976     GOOD             NGS
 AX0031  HISTORY     - 1978     GOOD             NGS
 AX0031  HISTORY     - 1986     GOOD             NGS
 AX0031  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 AX0031
 AX0031                          STATION DESCRIPTION
 AX0031
 AX0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0031'3.9 MI E FROM CAT SPRING.
 AX0031'3.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0031'CROSSING OF FARM ROAD 949 AT CAT SPRING, 0.4 MILE EAST OF THE CROSSING
 AX0031'OF PLUM CREEK ROAD, 3 POLES EAST OF MILE POLE 1028, IN THE TOP AND 0.8
 AX0031'FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A BOX
 AX0031'CULVERT, 9.0 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 1/2 FEET LOWER
 AX0031'THAN THE TRACK.
 AX0031
 AX0031                          STATION RECOVERY (1976)
 AX0031
 AX0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0031'RECOVERED IN GOOD CONDITION.
 AX0031
 AX0031                          STATION RECOVERY (1976)
 AX0031
 AX0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0031'RECOVERED IN GOOD CONDITION.
 AX0031
 AX0031                          STATION RECOVERY (1978)
 AX0031
 AX0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0031'RECOVERED IN GOOD CONDITION.
 AX0031
 AX0031                          STATION RECOVERY (1986)
 AX0031
 AX0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0031'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0031'ADD--15 RAILS EAST OF MILEPOST 1028.
 AX0031
 AX0031                          STATION RECOVERY (1999)
 AX0031
 AX0031'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0394 ***********************************************************************
 BN0394  DESIGNATION -  P 77
 BN0394  PID         -  BN0394
 BN0394  STATE/COUNTY-  TX/KIMBLE
 BN0394  USGS QUAD   -  ELM SLOUGH (1987)
 BN0394
 BN0394                         *CURRENT SURVEY CONTROL
 BN0394  ___________________________________________________________________
 BN0394* NAD 83(1986)-  30 30 57.     (N)    099 47 59.     (W)     SCALED    
 BN0394* NAVD 88     -       523.753  (meters)    1718.35   (feet)  POSTED    
 BN0394  ___________________________________________________________________
 BN0394  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BN0394  DYNAMIC HT  -         523.010 (meters)    1715.91  (feet)  COMP
 BN0394  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 BN0394
 BN0394  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0394
 BN0394.The horizontal coordinates were scaled from a topographic map and have
 BN0394.an estimated accuracy of +/- 6 seconds.
 BN0394
 BN0394.The orthometric height was determined by differential leveling
 BN0394.and adjusted by the National Geodetic Survey in 1992..
 BN0394.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0394.rate of 0.0 thru 1.0 mm/km.
 BN0394
 BN0394.The geoid height was determined by GEOID03.
 BN0394
 BN0394.The dynamic height is computed by dividing the NAVD 88
 BN0394.geopotential number by the normal gravity value computed on the
 BN0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0394.degrees latitude (g = 980.6199 gals.).
 BN0394
 BN0394.The modeled gravity was interpolated from observed gravity values.
 BN0394
 BN0394;                    North         East    Units  Estimated Accuracy
 BN0394;SPC TX C     - 3,094,260.      751,210.      MT  (+/- 180 meters Scaled)
 BN0394
 BN0394                          SUPERSEDED SURVEY CONTROL
 BN0394
 BN0394  NGVD 29 (??/??/92)  523.721  (m)         1718.24   (f) ADJ UNCH    1 2
 BN0394
 BN0394.Superseded values are not recommended for survey control.
 BN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0394.See file dsdata.txt to determine how the superseded data were derived.
 BN0394
 BN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU232762(NAD 83)
 BN0394_MARKER: DB = BENCH MARK DISK
 BN0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0394_STAMPING: 1718.241 P 77 1931
 BN0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0394+STABILITY: SURFACE MOTION
 BN0394
 BN0394  HISTORY     - Date     Condition        Report By
 BN0394  HISTORY     - 1931     MONUMENTED       CGS
 BN0394  HISTORY     - 1970     MARK NOT FOUND   USGS
 BN0394  HISTORY     - 1981     MARK NOT FOUND   NGS
 BN0394
 BN0394                          STATION DESCRIPTION
 BN0394
 BN0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0394'4.0 MI NW FROM JUNCTION.
 BN0394'4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM JUNCTION, KIMBLE
 BN0394'COUNTY, AT A JOG IN THE FENCE LINE PARALLELING THE HIGHWAY AND A LAND
 BN0394'LINE RUNNING WEST, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BN0394'AND 2 FEET FROM THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 BN0394'1718.241 P 77 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BN0394'INCHES ABOVE GROUND.
 BN0394
 BN0394                          STATION RECOVERY (1970)
 BN0394
 BN0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BN0394'MARK NOT FOUND.
 BN0394
 BN0394                          STATION RECOVERY (1981)
 BN0394
 BN0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1202 ***********************************************************************
 AE1202  DESIGNATION -  P 770 RESET 1955
 AE1202  PID         -  AE1202
 AE1202  STATE/COUNTY-  TX/STARR
 AE1202  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1202
 AE1202                         *CURRENT SURVEY CONTROL
 AE1202  ___________________________________________________________________
 AE1202* NAD 83(1986)-  26 24 06.     (N)    099 00 15.     (W)     SCALED    
 AE1202* NAVD 88     -        58.085  (meters)     190.57   (feet)  ADJUSTED  
 AE1202  ___________________________________________________________________
 AE1202  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AE1202  DYNAMIC HT  -          57.991 (meters)     190.26  (feet)  COMP
 AE1202  MODELED GRAV-     979,020.2   (mgal)                       NAVD 88
 AE1202
 AE1202  VERT ORDER  -  FIRST     CLASS II
 AE1202
 AE1202.The horizontal coordinates were scaled from a topographic map and have
 AE1202.an estimated accuracy of +/- 6 seconds.
 AE1202
 AE1202.The orthometric height was determined by differential leveling
 AE1202.and adjusted by the National Geodetic Survey in June 1991..
 AE1202
 AE1202.The geoid height was determined by GEOID03.
 AE1202
 AE1202.The dynamic height is computed by dividing the NAVD 88
 AE1202.geopotential number by the normal gravity value computed on the
 AE1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1202.degrees latitude (g = 980.6199 gals.).
 AE1202
 AE1202.The modeled gravity was interpolated from observed gravity values.
 AE1202
 AE1202;                    North         East    Units  Estimated Accuracy
 AE1202;SPC TX S     - 5,081,530.      249,700.      MT  (+/- 180 meters Scaled)
 AE1202
 AE1202                          SUPERSEDED SURVEY CONTROL
 AE1202
 AE1202  NGVD 29 (??/??/92)   58.132  (m)          190.72   (f) ADJ UNCH    1 2
 AE1202
 AE1202.Superseded values are not recommended for survey control.
 AE1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1202.See file dsdata.txt to determine how the superseded data were derived.
 AE1202
 AE1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ995201(NAD 83)
 AE1202_MARKER: DB = BENCH MARK DISK
 AE1202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1202_SP_SET: CULVERT
 AE1202_STAMPING: P 770 RESET 1955
 AE1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1202
 AE1202  HISTORY     - Date     Condition        Report By
 AE1202  HISTORY     - 1955     MONUMENTED       CGS
 AE1202  HISTORY     - 1956     GOOD             NGS
 AE1202  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1202
 AE1202                          STATION DESCRIPTION
 AE1202
 AE1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1202'0.8 MI E FROM ROMA.
 AE1202'0.8 MILE EAST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT ROMA,
 AE1202'26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AE1202'WEST END OF THE NORTH HEADWALL OF A 7 CHANNEL CONCRETE CULVERT.
 AE1202
 AE1202                          STATION RECOVERY (1981)
 AE1202
 AE1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1202'MARK NOT RECOVERED, P 770 RESET 1978 FOUND IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1292 ***********************************************************************
 AE1292  DESIGNATION -  P 770 RESET 1978
 AE1292  PID         -  AE1292
 AE1292  STATE/COUNTY-  TX/STARR
 AE1292  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1292
 AE1292                         *CURRENT SURVEY CONTROL
 AE1292  ___________________________________________________________________
 AE1292* NAD 83(1986)-  26 24 05.     (N)    099 00 18.     (W)     SCALED    
 AE1292* NAVD 88     -        57.942  (meters)     190.10   (feet)  ADJUSTED  
 AE1292  ___________________________________________________________________
 AE1292  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AE1292  DYNAMIC HT  -          57.847 (meters)     189.79  (feet)  COMP
 AE1292  MODELED GRAV-     979,019.9   (mgal)                       NAVD 88
 AE1292
 AE1292  VERT ORDER  -  FIRST     CLASS II
 AE1292
 AE1292.The horizontal coordinates were scaled from a topographic map and have
 AE1292.an estimated accuracy of +/- 6 seconds.
 AE1292
 AE1292.The orthometric height was determined by differential leveling
 AE1292.and adjusted by the National Geodetic Survey in June 1991..
 AE1292
 AE1292.The geoid height was determined by GEOID03.
 AE1292
 AE1292.The dynamic height is computed by dividing the NAVD 88
 AE1292.geopotential number by the normal gravity value computed on the
 AE1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1292.degrees latitude (g = 980.6199 gals.).
 AE1292
 AE1292.The modeled gravity was interpolated from observed gravity values.
 AE1292
 AE1292;                    North         East    Units  Estimated Accuracy
 AE1292;SPC TX S     - 5,081,500.      249,620.      MT  (+/- 180 meters Scaled)
 AE1292
 AE1292                          SUPERSEDED SURVEY CONTROL
 AE1292
 AE1292.No superseded survey control is available for this station.
 AE1292
 AE1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ995201(NAD 83)
 AE1292_MARKER: DB = BENCH MARK DISK
 AE1292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1292_SP_SET: HEADWALL
 AE1292_STAMPING: P 770 RESET 1978
 AE1292_MARK LOGO: NGS   
 AE1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1292
 AE1292  HISTORY     - Date     Condition        Report By
 AE1292  HISTORY     - 1978     MONUMENTED       NGS
 AE1292  HISTORY     - 1981     GOOD             NGS
 AE1292
 AE1292                          STATION DESCRIPTION
 AE1292
 AE1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1292'2.2 KM (1.35 MI) SE FROM ROMA.
 AE1292'NOTE RECOVERED THIS DATE.  NEW DESCRIPTION FOLLOWS, 2.2 KM
 AE1292'(1.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN
 AE1292'ROMA.  SET IN TOP OF THE WEST END OF THE NORTH HEADWALL OF A 6 CHANNEL
 AE1292'BOX CULVERT UNDER HIGHWAY, 6.7 METERS (22.0 FT) NORTH OF CENTER OF
 AE1292'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0794 ***********************************************************************
 AE0794  DESIGNATION -  P 771
 AE0794  PID         -  AE0794
 AE0794  STATE/COUNTY-  TX/JIM HOGG
 AE0794  USGS QUAD   -  LAS ESCOBAS RANCH (1993)
 AE0794
 AE0794                         *CURRENT SURVEY CONTROL
 AE0794  ___________________________________________________________________
 AE0794* NAD 83(1986)-  26 42 10.     (N)    098 57 38.     (W)     SCALED    
 AE0794* NAVD 88     -       117.071  (meters)     384.09   (feet)  ADJUSTED  
 AE0794  ___________________________________________________________________
 AE0794  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AE0794  DYNAMIC HT  -         116.880 (meters)     383.46  (feet)  COMP
 AE0794  MODELED GRAV-     979,017.9   (mgal)                       NAVD 88
 AE0794
 AE0794  VERT ORDER  -  SECOND    CLASS 0
 AE0794
 AE0794.The horizontal coordinates were scaled from a topographic map and have
 AE0794.an estimated accuracy of +/- 6 seconds.
 AE0794
 AE0794.The orthometric height was determined by differential leveling
 AE0794.and adjusted by the National Geodetic Survey in June 1991..
 AE0794
 AE0794.The geoid height was determined by GEOID03.
 AE0794
 AE0794.The dynamic height is computed by dividing the NAVD 88
 AE0794.geopotential number by the normal gravity value computed on the
 AE0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0794.degrees latitude (g = 980.6199 gals.).
 AE0794
 AE0794.The modeled gravity was interpolated from observed gravity values.
 AE0794
 AE0794;                    North         East    Units  Estimated Accuracy
 AE0794;SPC TX S     - 5,114,880.      254,170.      MT  (+/- 180 meters Scaled)
 AE0794
 AE0794                          SUPERSEDED SURVEY CONTROL
 AE0794
 AE0794  NGVD 29 (??/??/92)  117.125  (m)          384.27   (f) ADJ UNCH    2 0
 AE0794
 AE0794.Superseded values are not recommended for survey control.
 AE0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0794.See file dsdata.txt to determine how the superseded data were derived.
 AE0794
 AE0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ039535(NAD 83)
 AE0794_MARKER: DB = BENCH MARK DISK
 AE0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0794_STAMPING: P 771 1942
 AE0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0794+STABILITY: SURFACE MOTION
 AE0794
 AE0794  HISTORY     - Date     Condition        Report By
 AE0794  HISTORY     - 1942     MONUMENTED       CGS
 AE0794  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0794
 AE0794                          STATION DESCRIPTION
 AE0794
 AE0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0794'14.6 MI SW FROM GUERRA.
 AE0794'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0794'GUERRA) PROCEED 10.9 MILES SOUTH ALONG DIRT ROAD TO THE JUNCTION OF A
 AE0794'COUNTY GRAVEL ROAD, THENCE CONTINUE 1.1 MILE SOUTH ALONG COUNTY GRAVEL
 AE0794'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.25 MILE SOUTH OF A CATTLE
 AE0794'GUARD AT THE TOP OF A SMALL HILL.  IT IS 28.0 FEET EAST OF AND ABOUT
 AE0794'THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD. MONUMENT IS 3.0
 AE0794'FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.4
 AE0794'FOOT.
 AE0794
 AE0794                          STATION RECOVERY (1972)
 AE0794
 AE0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0858 ***********************************************************************
 AE0858  DESIGNATION -  P 772
 AE0858  PID         -  AE0858
 AE0858  STATE/COUNTY-  TX/STARR
 AE0858  USGS QUAD   -  VIBORAS (1993)
 AE0858
 AE0858                         *CURRENT SURVEY CONTROL
 AE0858  ___________________________________________________________________
 AE0858* NAD 83(1986)-  26 41 04.     (N)    098 50 35.     (W)     SCALED    
 AE0858* NAVD 88     -       109.041  (meters)     357.75   (feet)  ADJUSTED  
 AE0858  ___________________________________________________________________
 AE0858  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0858  DYNAMIC HT  -         108.862 (meters)     357.16  (feet)  COMP
 AE0858  MODELED GRAV-     979,005.2   (mgal)                       NAVD 88
 AE0858
 AE0858  VERT ORDER  -  SECOND    CLASS 0
 AE0858
 AE0858.The horizontal coordinates were scaled from a topographic map and have
 AE0858.an estimated accuracy of +/- 6 seconds.
 AE0858
 AE0858.The orthometric height was determined by differential leveling
 AE0858.and adjusted by the National Geodetic Survey in June 1991..
 AE0858
 AE0858.The geoid height was determined by GEOID03.
 AE0858
 AE0858.The dynamic height is computed by dividing the NAVD 88
 AE0858.geopotential number by the normal gravity value computed on the
 AE0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0858.degrees latitude (g = 980.6199 gals.).
 AE0858
 AE0858.The modeled gravity was interpolated from observed gravity values.
 AE0858
 AE0858;                    North         East    Units  Estimated Accuracy
 AE0858;SPC TX S     - 5,112,810.      265,860.      MT  (+/- 180 meters Scaled)
 AE0858
 AE0858                          SUPERSEDED SURVEY CONTROL
 AE0858
 AE0858  NGVD 29 (??/??/92)  109.093  (m)          357.92   (f) ADJ UNCH    2 0
 AE0858
 AE0858.Superseded values are not recommended for survey control.
 AE0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0858.See file dsdata.txt to determine how the superseded data were derived.
 AE0858
 AE0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ156514(NAD 83)
 AE0858_MARKER: DB = BENCH MARK DISK
 AE0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0858_SP_SET: CULVERT
 AE0858_STAMPING: P 772 1942
 AE0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0858
 AE0858  HISTORY     - Date     Condition        Report By
 AE0858  HISTORY     - 1942     MONUMENTED       CGS
 AE0858  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0858
 AE0858                          STATION DESCRIPTION
 AE0858
 AE0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0858'20.8 MI W FROM LA GLORIA.
 AE0858'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 20.8 MILES
 AE0858'WESTERLY ALONG A COUNTY GRADED ROAD TO A DIP IN THE ROAD AND SITE OF
 AE0858'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END
 AE0858'OF THE NORTH HEADWALL OF A CONCRETE SLAB POURED IN A DIP IN THE ROAD.
 AE0858'IT IS 0.3 MILE WEST OF A DOUBLE CATTLE GUARD ACROSS THE ROAD, 11.7
 AE0858'FEET NORTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE ROAD, 4.0
 AE0858'FEET WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL. NOTE-- THIS
 AE0858'BENCH MARK IS 0.7 MILE EAST OF THE JUNCTION OF THE HEBBRONVILLE ROAD
 AE0858'AND A COUNTY GRADED ROAD LEADING EAST, (7.6 MILES NORTH OF THE SCHOOL
 AE0858'BUILDING AT EL SAUZ).
 AE0858
 AE0858                          STATION RECOVERY (1972)
 AE0858
 AE0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0900 ***********************************************************************
 AE0900  DESIGNATION -  P 773
 AE0900  PID         -  AE0900
 AE0900  STATE/COUNTY-  TX/JIM HOGG
 AE0900  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0900
 AE0900                         *CURRENT SURVEY CONTROL
 AE0900  ___________________________________________________________________
 AE0900* NAD 83(1986)-  26 49 17.     (N)    098 37 30.     (W)     SCALED    
 AE0900* NAVD 88     -       148.189  (meters)     486.18   (feet)  ADJUSTED  
 AE0900  ___________________________________________________________________
 AE0900  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AE0900  DYNAMIC HT  -         147.947 (meters)     485.39  (feet)  COMP
 AE0900  MODELED GRAV-     979,010.3   (mgal)                       NAVD 88
 AE0900
 AE0900  VERT ORDER  -  SECOND    CLASS 0
 AE0900
 AE0900.The horizontal coordinates were scaled from a topographic map and have
 AE0900.an estimated accuracy of +/- 6 seconds.
 AE0900
 AE0900.The orthometric height was determined by differential leveling
 AE0900.and adjusted by the National Geodetic Survey in June 1991..
 AE0900
 AE0900.The geoid height was determined by GEOID03.
 AE0900
 AE0900.The dynamic height is computed by dividing the NAVD 88
 AE0900.geopotential number by the normal gravity value computed on the
 AE0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0900.degrees latitude (g = 980.6199 gals.).
 AE0900
 AE0900.The modeled gravity was interpolated from observed gravity values.
 AE0900
 AE0900;                    North         East    Units  Estimated Accuracy
 AE0900;SPC TX S     - 5,127,940.      287,580.      MT  (+/- 180 meters Scaled)
 AE0900
 AE0900                          SUPERSEDED SURVEY CONTROL
 AE0900
 AE0900  NGVD 29 (??/??/92)  148.236  (m)          486.34   (f) ADJ UNCH    2 0
 AE0900
 AE0900.Superseded values are not recommended for survey control.
 AE0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0900.See file dsdata.txt to determine how the superseded data were derived.
 AE0900
 AE0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ372667(NAD 83)
 AE0900_MARKER: DB = BENCH MARK DISK
 AE0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0900_STAMPING: P 773 1942
 AE0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0900+STABILITY: SURFACE MOTION
 AE0900
 AE0900  HISTORY     - Date     Condition        Report By
 AE0900  HISTORY     - 1942     MONUMENTED       CGS
 AE0900  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0900
 AE0900                          STATION DESCRIPTION
 AE0900
 AE0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0900'2.0 MI N FROM RAMIRITO.
 AE0900'TO REACH FROM THE INTERSECTION OF A DIRT ROAD LEADING EAST AT
 AE0900'RAMIRITO, PROCEED 2.0 MILES NORTH ALONG A GRAVEL ROAD TO THE
 AE0900'INTERSECTION OF A DIRT ROAD LEADING SOUTHEAST AND SITE OF BENCH MARK.
 AE0900'BENCH MARK IS AT THE TOP OF A SLIGHT GRADE.  IT IS 36.0 FEET EAST OF
 AE0900'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF GRAVEL ROAD, 20.0 FEET EAST
 AE0900'OF THE CENTERLINE OF DIRT ROAD.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4
 AE0900'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AE0900
 AE0900                          STATION RECOVERY (1972)
 AE0900
 AE0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1118 ***********************************************************************
 AE1118  DESIGNATION -  P 774
 AE1118  PID         -  AE1118
 AE1118  STATE/COUNTY-  TX/ZAPATA
 AE1118  USGS QUAD   -  BECKWITH ARM (1980)
 AE1118
 AE1118                         *CURRENT SURVEY CONTROL
 AE1118  ___________________________________________________________________
 AE1118* NAD 83(1986)-  26 41 01.     (N)    099 10 27.     (W)     SCALED    
 AE1118* NAVD 88     -        79.462  (meters)     260.70   (feet)  ADJUSTED  
 AE1118  ___________________________________________________________________
 AE1118  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AE1118  DYNAMIC HT  -          79.333 (meters)     260.28  (feet)  COMP
 AE1118  MODELED GRAV-     979,025.3   (mgal)                       NAVD 88
 AE1118
 AE1118  VERT ORDER  -  FIRST     CLASS II
 AE1118
 AE1118.The horizontal coordinates were scaled from a topographic map and have
 AE1118.an estimated accuracy of +/- 6 seconds.
 AE1118
 AE1118.The orthometric height was determined by differential leveling
 AE1118.and adjusted by the National Geodetic Survey in June 1991..
 AE1118
 AE1118.The geoid height was determined by GEOID03.
 AE1118
 AE1118.The dynamic height is computed by dividing the NAVD 88
 AE1118.geopotential number by the normal gravity value computed on the
 AE1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1118.degrees latitude (g = 980.6199 gals.).
 AE1118
 AE1118.The modeled gravity was interpolated from observed gravity values.
 AE1118
 AE1118;                    North         East    Units  Estimated Accuracy
 AE1118;SPC TX S     - 5,112,850.      232,910.      MT  (+/- 180 meters Scaled)
 AE1118
 AE1118                          SUPERSEDED SURVEY CONTROL
 AE1118
 AE1118  NGVD 29 (??/??/92)   79.509  (m)          260.86   (f) ADJ UNCH    1 2
 AE1118
 AE1118.Superseded values are not recommended for survey control.
 AE1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1118.See file dsdata.txt to determine how the superseded data were derived.
 AE1118
 AE1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ826514(NAD 83)
 AE1118_MARKER: DB = BENCH MARK DISK
 AE1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1118_SP_SET: CULVERT
 AE1118_STAMPING: P 774 1942
 AE1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1118
 AE1118  HISTORY     - Date     Condition        Report By
 AE1118  HISTORY     - 1942     MONUMENTED       CGS
 AE1118  HISTORY     - 1956     GOOD             NGS
 AE1118  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1118
 AE1118                          STATION DESCRIPTION
 AE1118
 AE1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1118'19.8 MI SE FROM ZAPATA.
 AE1118'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1118'ZAPATA, THENCE 16.4 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 24 FEET
 AE1118'SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 1.5 FEET BELOW THE
 AE1118'LEVEL OF THE OLD HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AE1118'SOUTHWEST HEADWALL OF A SMALL CONCRETE CULVERT.
 AE1118
 AE1118                          STATION RECOVERY (1965)
 AE1118
 AE1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0975 ***********************************************************************
 AJ0975  DESIGNATION -  P 775 RESET 1970
 AJ0975  PID         -  AJ0975
 AJ0975  STATE/COUNTY-  TX/ZAPATA
 AJ0975  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0975
 AJ0975                         *CURRENT SURVEY CONTROL
 AJ0975  ___________________________________________________________________
 AJ0975* NAD 83(1986)-  27 04 35.     (N)    099 22 35.     (W)     SCALED    
 AJ0975* NAVD 88     -       137.65   (meters)     451.6    (feet)  RESET     
 AJ0975  ___________________________________________________________________
 AJ0975  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AJ0975
 AJ0975  VERT ORDER  -  THIRD
 AJ0975
 AJ0975.The horizontal coordinates were scaled from a topographic map and have
 AJ0975.an estimated accuracy of +/- 6 seconds.
 AJ0975
 AJ0975.The orthometric height was computed from unverified reset data.
 AJ0975
 AJ0975.The geoid height was determined by GEOID03.
 AJ0975
 AJ0975;                    North         East    Units  Estimated Accuracy
 AJ0975;SPC TX S     - 5,156,490.      213,080.      MT  (+/- 180 meters Scaled)
 AJ0975
 AJ0975                          SUPERSEDED SURVEY CONTROL
 AJ0975
 AJ0975.No superseded survey control is available for this station.
 AJ0975
 AJ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ626949(NAD 83)
 AJ0975_MARKER: P = PIPE CAP
 AJ0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0975_STAMPING: P 775 RESET 1970
 AJ0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0975+STABILITY: SURFACE MOTION
 AJ0975
 AJ0975  HISTORY     - Date     Condition        Report By
 AJ0975  HISTORY     - 1970     MONUMENTED       TXHD
 AJ0975  HISTORY     - 1975     GOOD             USGS
 AJ0975
 AJ0975                          STATION DESCRIPTION
 AJ0975
 AJ0975'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0975'4.75 MI NE FROM SAN YGNACIO.
 AJ0975'FROM THE JUNCTION OF FARM ROAD 3169 AND U.S. HIGHWAY 83 IN SAN
 AJ0975'YGNACIO, PROCEED NORTHEAST ALONG F.R. 3169 FOR 4.5 MI., 0.25 MI. NE OF
 AJ0975'A TRACK ROAD NW, AND BM IN SE ROW FENCE 60 FT. SE OF CENTERLINE OF
 AJ0975'HIGHWAY.  A STANDARD U.S.C. AND G.S. CAP SET IN A CONCRETE POST LEVEL
 AJ0975'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0344 ***********************************************************************
 AB0344  DESIGNATION -  P 776
 AB0344  PID         -  AB0344
 AB0344  STATE/COUNTY-  TX/CAMERON
 AB0344  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0344
 AB0344                         *CURRENT SURVEY CONTROL
 AB0344  ___________________________________________________________________
 AB0344* NAD 83(1986)-  26 01 11.     (N)    097 15 13.     (W)     SCALED    
 AB0344* NAVD 88     -         1.308  (meters)       4.29   (feet)  ADJUSTED  
 AB0344  ___________________________________________________________________
 AB0344  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 AB0344  DYNAMIC HT  -           1.306 (meters)       4.28  (feet)  COMP
 AB0344  MODELED GRAV-     979,060.2   (mgal)                       NAVD 88
 AB0344
 AB0344  VERT ORDER  -  SECOND    CLASS 0
 AB0344
 AB0344.The horizontal coordinates were scaled from a topographic map and have
 AB0344.an estimated accuracy of +/- 6 seconds.
 AB0344
 AB0344.The orthometric height was determined by differential leveling
 AB0344.and adjusted by the National Geodetic Survey in June 1991..
 AB0344
 AB0344.The geoid height was determined by GEOID03.
 AB0344
 AB0344.The dynamic height is computed by dividing the NAVD 88
 AB0344.geopotential number by the normal gravity value computed on the
 AB0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0344.degrees latitude (g = 980.6199 gals.).
 AB0344
 AB0344.The modeled gravity was interpolated from observed gravity values.
 AB0344
 AB0344;                    North         East    Units  Estimated Accuracy
 AB0344;SPC TX S     - 5,039,730.      424,770.      MT  (+/- 180 meters Scaled)
 AB0344
 AB0344                          SUPERSEDED SURVEY CONTROL
 AB0344
 AB0344  NGVD 29 (??/??/92)    1.409  (m)            4.62   (f) ADJ UNCH    2 0
 AB0344
 AB0344.Superseded values are not recommended for survey control.
 AB0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0344.See file dsdata.txt to determine how the superseded data were derived.
 AB0344
 AB0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP747790(NAD 83)
 AB0344_MARKER: DB = BENCH MARK DISK
 AB0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0344_STAMPING: P 776 1942
 AB0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0344+STABILITY: SURFACE MOTION
 AB0344
 AB0344  HISTORY     - Date     Condition        Report By
 AB0344  HISTORY     - 1942     MONUMENTED       CGS
 AB0344  HISTORY     - 1950     GOOD             NGS
 AB0344
 AB0344                          STATION DESCRIPTION
 AB0344
 AB0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0344'8.0 MI SW FROM PORT ISABEL.
 AB0344'TO REACH FROM THE POST OFFICE AT PORT ISABEL, PROCEED WESTERLY ON
 AB0344'STATE HIGHWAY NUMBER 100, GO 2.8 MILES.  TURN SOUTHERLY (LEFT) ONTO
 AB0344'THE OLD BOCA CHICA CUTOFF ROAD AND GO 5.2 MILES TO THE BROWNSVILLE
 AB0344'SHIP CHANNEL AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 93 FEET
 AB0344'NORTH OF THE NORTH BANK OF THE CHANNEL.  33 FEET EAST OF AND ABOUT THE
 AB0344'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET SOUTH OF A 4
 AB0344'BY 4 INCH WOODEN MARKER POST.
 AB0344
 AB0344                          STATION RECOVERY (1950)
 AB0344
 AB0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0100 ***********************************************************************
 AB0100  DESIGNATION -  P 777
 AB0100  PID         -  AB0100
 AB0100  STATE/COUNTY-  TX/CAMERON
 AB0100  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0100
 AB0100                         *CURRENT SURVEY CONTROL
 AB0100  ___________________________________________________________________
 AB0100* NAD 83(1986)-  25 53 46.     (N)    097 28 36.     (W)     SCALED    
 AB0100* NAVD 88     -         9.603  (meters)      31.51   (feet)  ADJUSTED  
 AB0100  ___________________________________________________________________
 AB0100  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 AB0100  DYNAMIC HT  -           9.587 (meters)      31.45  (feet)  COMP
 AB0100  MODELED GRAV-     979,026.7   (mgal)                       NAVD 88
 AB0100
 AB0100  VERT ORDER  -  SECOND    CLASS 0
 AB0100
 AB0100.The horizontal coordinates were scaled from a topographic map and have
 AB0100.an estimated accuracy of +/- 6 seconds.
 AB0100
 AB0100.The orthometric height was determined by differential leveling
 AB0100.and adjusted by the National Geodetic Survey in June 1991..
 AB0100
 AB0100.The geoid height was determined by GEOID03.
 AB0100
 AB0100.The dynamic height is computed by dividing the NAVD 88
 AB0100.geopotential number by the normal gravity value computed on the
 AB0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0100.degrees latitude (g = 980.6199 gals.).
 AB0100
 AB0100.The modeled gravity was interpolated from observed gravity values.
 AB0100
 AB0100;                    North         East    Units  Estimated Accuracy
 AB0100;SPC TX S     - 5,025,840.      402,550.      MT  (+/- 180 meters Scaled)
 AB0100
 AB0100                          SUPERSEDED SURVEY CONTROL
 AB0100
 AB0100  NGVD 29 (??/??/92)    9.692  (m)           31.80   (f) ADJ UNCH    2 0
 AB0100
 AB0100.Superseded values are not recommended for survey control.
 AB0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0100.See file dsdata.txt to determine how the superseded data were derived.
 AB0100
 AB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP525650(NAD 83)
 AB0100_MARKER: DD = SURVEY DISK
 AB0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0100_STAMPING: P 777 1942
 AB0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0100+STABILITY: SURFACE MOTION
 AB0100
 AB0100  HISTORY     - Date     Condition        Report By
 AB0100  HISTORY     - 1942     MONUMENTED       IBC
 AB0100  HISTORY     - 1950     GOOD             NGS
 AB0100
 AB0100                          STATION DESCRIPTION
 AB0100
 AB0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0100'1.6 MI E FROM BROWNSVILLE.
 AB0100'TO REACH FROM THE INTERSECTION OF E 14TH STREET AND EAST TYLER STREET
 AB0100'IN BROWNSVILLE PROCEED SE. ON EAST TYLER STREET FOR 1.0 MILE TO A
 AB0100'POINT WHERE THE ROAD PARALLELS THE LEVEE AND SITE OF BENCH MARK. BENCH
 AB0100'MARK IS APPROXIMATELY 0.1 MILE E. OF A CROSSROAD. APPROXIMATELY 115
 AB0100'FT. N. OF AND APPROXIMATELY 10 FEET BELOW THE CENTERLINE OF THE ROAD
 AB0100'ON TOP OF THE LEVEE.  30 FT. S. OF AND APPROXIMATELY THE SAME
 AB0100'ELEVATION AS THE CENTERLINE OF THE ROAD.  AN I.B.C. DISK SET IN
 AB0100'CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0577 ***********************************************************************
 AJ0577  DESIGNATION -  P 778 RESET 1947
 AJ0577  PID         -  AJ0577
 AJ0577  STATE/COUNTY-  TX/JIM HOGG
 AJ0577  USGS QUAD   -  MC CAMPBELL RANCH (1972)
 AJ0577
 AJ0577                         *CURRENT SURVEY CONTROL
 AJ0577  ___________________________________________________________________
 AJ0577* NAD 83(1986)-  27 14 59.     (N)    098 42 50.     (W)     SCALED    
 AJ0577* NAVD 88     -       181.43   (meters)     595.2    (feet)  RESET     
 AJ0577  ___________________________________________________________________
 AJ0577  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AJ0577
 AJ0577  VERT ORDER  -  THIRD
 AJ0577
 AJ0577.The horizontal coordinates were scaled from a topographic map and have
 AJ0577.an estimated accuracy of +/- 6 seconds.
 AJ0577
 AJ0577.The orthometric height was computed from unverified reset data.
 AJ0577
 AJ0577.The geoid height was determined by GEOID03.
 AJ0577
 AJ0577;                    North         East    Units  Estimated Accuracy
 AJ0577;SPC TX S     - 5,175,410.      278,820.      MT  (+/- 180 meters Scaled)
 AJ0577
 AJ0577                          SUPERSEDED SURVEY CONTROL
 AJ0577
 AJ0577.No superseded survey control is available for this station.
 AJ0577
 AJ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR283141(NAD 83)
 AJ0577_MARKER: DB = BENCH MARK DISK
 AJ0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0577_STAMPING: P 778 RESET 1947
 AJ0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0577+STABILITY: SURFACE MOTION
 AJ0577
 AJ0577  HISTORY     - Date     Condition        Report By
 AJ0577  HISTORY     - 1947     MONUMENTED       CGS
 AJ0577  HISTORY     - 1949     GOOD             NGS
 AJ0577
 AJ0577                          STATION DESCRIPTION
 AJ0577
 AJ0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0577'4.8 MI SW FROM HEBBRONVILLE.
 AJ0577'A STANDARD DISK IN A CONCRETE MONUMENT PROJECTING 3 INCHES, 34 FEET
 AJ0577'WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET WEST OF THE WEST
 AJ0577'RIGHT-OF-WAY FENCE 4 FEET SOUTH OF A WHITE 4X4 WITNESS POST AND ABOUT
 AJ0577'100 YARDS SOUTH OF A FENCE LINE TO THE WEST.  NOTE-- TO REACH FROM
 AJ0577'HEBBRONVILLE - GO SOUTH OF HIGHWAY NO. 285 FROM THE JUNCTION WITH
 AJ0577'HIGHWAY NO. 59, 0.3 MILE.  THEN TURN RIGHT AND GO WEST AND SOUTH ON
 AJ0577'HIGHWAY NO. 496, 04.5 MILES TO THE BENCH MARK ON THE RIGHT OR WEST
 AJ0577'SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0624 ***********************************************************************
 AJ0624  DESIGNATION -  P 779
 AJ0624  PID         -  AJ0624
 AJ0624  STATE/COUNTY-  TX/WEBB
 AJ0624  USGS QUAD   -  ALBERCAS RANCH (1972)
 AJ0624
 AJ0624                         *CURRENT SURVEY CONTROL
 AJ0624  ___________________________________________________________________
 AJ0624* NAD 83(1986)-  27 22 25.     (N)    098 59 05.     (W)     SCALED    
 AJ0624* NAVD 88     -       272.658  (meters)     894.55   (feet)  POSTED    
 AJ0624  ___________________________________________________________________
 AJ0624  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AJ0624  DYNAMIC HT  -         272.220 (meters)     893.11  (feet)  COMP
 AJ0624  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 AJ0624
 AJ0624  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0624
 AJ0624.The horizontal coordinates were scaled from a topographic map and have
 AJ0624.an estimated accuracy of +/- 6 seconds.
 AJ0624
 AJ0624.The orthometric height was determined by differential leveling
 AJ0624.and adjusted by the National Geodetic Survey in 1992..
 AJ0624.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0624.rate of 1.1 thru 2.0 mm/km.
 AJ0624
 AJ0624.The geoid height was determined by GEOID03.
 AJ0624
 AJ0624.The dynamic height is computed by dividing the NAVD 88
 AJ0624.geopotential number by the normal gravity value computed on the
 AJ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0624.degrees latitude (g = 980.6199 gals.).
 AJ0624
 AJ0624.The modeled gravity was interpolated from observed gravity values.
 AJ0624
 AJ0624;                    North         East    Units  Estimated Accuracy
 AJ0624;SPC TX S     - 5,189,210.      252,050.      MT  (+/- 180 meters Scaled)
 AJ0624
 AJ0624                          SUPERSEDED SURVEY CONTROL
 AJ0624
 AJ0624  NGVD 29 (??/??/92)  272.674  (m)          894.60   (f) ADJ UNCH    2 0
 AJ0624
 AJ0624.Superseded values are not recommended for survey control.
 AJ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0624.See file dsdata.txt to determine how the superseded data were derived.
 AJ0624
 AJ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR015278(NAD 83)
 AJ0624_MARKER: DB = BENCH MARK DISK
 AJ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0624_STAMPING: P 779 1943
 AJ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0624+STABILITY: SURFACE MOTION
 AJ0624
 AJ0624  HISTORY     - Date     Condition        Report By
 AJ0624  HISTORY     - 1943     MONUMENTED       CGS
 AJ0624
 AJ0624                          STATION DESCRIPTION
 AJ0624
 AJ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0624'4.6 MI S FROM MIRANDO CITY.
 AJ0624'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0624'PAVED ROAD AND GO 4.6 MILES TO SITE OF BENCH MARK.  BENCH MARK IS
 AJ0624'ABOUT 150 FEET NORTH OF THE INTERSECTION OF A TRACK ROAD LEADING
 AJ0624'WESTERLY.  42 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0624'CENTERLINE OF THE PAVED ROAD.  AND 3.0 FEET NORTH OF A 4 BY 4 INCH
 AJ0624'WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0038 ***********************************************************************
 BO0038  DESIGNATION -  P 78 RESET 1962
 BO0038  PID         -  BO0038
 BO0038  STATE/COUNTY-  TX/EDWARDS
 BO0038  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0038
 BO0038                         *CURRENT SURVEY CONTROL
 BO0038  ___________________________________________________________________
 BO0038* NAD 83(1986)-  30 00 37.     (N)    100 13 47.     (W)     SCALED    
 BO0038* NAVD 88     -       730.268  (meters)    2395.89   (feet)  ADJUSTED  
 BO0038  ___________________________________________________________________
 BO0038  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BO0038  DYNAMIC HT  -         729.181 (meters)    2392.32  (feet)  COMP
 BO0038  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 BO0038
 BO0038  VERT ORDER  -  FIRST     CLASS II
 BO0038
 BO0038.The horizontal coordinates were scaled from a topographic map and have
 BO0038.an estimated accuracy of +/- 6 seconds.
 BO0038
 BO0038.The orthometric height was determined by differential leveling
 BO0038.and adjusted by the National Geodetic Survey in June 1991..
 BO0038
 BO0038.The geoid height was determined by GEOID03.
 BO0038
 BO0038.The dynamic height is computed by dividing the NAVD 88
 BO0038.geopotential number by the normal gravity value computed on the
 BO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0038.degrees latitude (g = 980.6199 gals.).
 BO0038
 BO0038.The modeled gravity was interpolated from observed gravity values.
 BO0038
 BO0038;                    North         East    Units  Estimated Accuracy
 BO0038;SPC TXSC     - 4,241,890.      481,370.      MT  (+/- 180 meters Scaled)
 BO0038
 BO0038                          SUPERSEDED SURVEY CONTROL
 BO0038
 BO0038.No superseded survey control is available for this station.
 BO0038
 BO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU814205(NAD 83)
 BO0038_MARKER: DB = BENCH MARK DISK
 BO0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0038_STAMPING: P 78 RESET 1962
 BO0038_MARK LOGO: CGS   
 BO0038_PROJECTION: FLUSH
 BO0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0038+STABILITY: SURFACE MOTION
 BO0038
 BO0038  HISTORY     - Date     Condition        Report By
 BO0038  HISTORY     - 1962     MONUMENTED       CGS
 BO0038  HISTORY     - 1971     GOOD             USGS
 BO0038  HISTORY     - 1981     GOOD             NGS
 BO0038
 BO0038                          STATION DESCRIPTION
 BO0038
 BO0038'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0038'1.4 MI WSW FROM ROCK SPRINGS.
 BO0038'1.05 MILES ALONG U.S. HIGHWAY 377 FROM JUNCTION WITH STATE HIGHWAY 55
 BO0038'AT WEST-SOUTHWEST OF ROCKSPRINGS, 37 FEET NORTH OF HIGHWAY, 27 FEET
 BO0038'EAST OF EAST OF THE SMALL TREE, 6 FOOT SOUTH OF FENCE AND 1.5 FEET
 BO0038'WEST OF METAL WITNESS POST, PROJECTING ABOUT 2 INCHES.  A STANDARD
 BO0038'DISK STAMPED P 78 RESET 1962 AND SET IN THE TOP OF A CONCRETE POST.
 BO0038
 BO0038                          STATION RECOVERY (1981)
 BO0038
 BO0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0038'2.5 KM (1.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0038'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, 0.5 KM (0.3 MI) WEST OF
 BO0038'A GRAVELED ROAD LEADING SOUTH, 17.9 METERS (55.7 FT) NORTH OF THE
 BO0038'CENTERLINE OF THE HIGHWAY AND 0.2 METER (0.7 FT) SOUTH OF A FENCE.
 BO0038'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0684 ***********************************************************************
 AJ0684  DESIGNATION -  P 780
 AJ0684  PID         -  AJ0684
 AJ0684  STATE/COUNTY-  TX/JIM HOGG
 AJ0684  USGS QUAD   -  ARMSTRONG RANCH (1972)
 AJ0684
 AJ0684                         *CURRENT SURVEY CONTROL
 AJ0684  ___________________________________________________________________
 AJ0684* NAD 83(1986)-  27 13 39.     (N)    098 51 55.     (W)     SCALED    
 AJ0684* NAVD 88     -       256.497  (meters)     841.52   (feet)  POSTED    
 AJ0684  ___________________________________________________________________
 AJ0684  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AJ0684  DYNAMIC HT  -         256.080 (meters)     840.16  (feet)  COMP
 AJ0684  MODELED GRAV-     979,023.6   (mgal)                       NAVD 88
 AJ0684
 AJ0684  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0684
 AJ0684.The horizontal coordinates were scaled from a topographic map and have
 AJ0684.an estimated accuracy of +/- 6 seconds.
 AJ0684
 AJ0684.The orthometric height was determined by differential leveling
 AJ0684.and adjusted by the National Geodetic Survey in 1992..
 AJ0684.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0684.rate of 0.0 thru 1.0 mm/km.
 AJ0684
 AJ0684.The geoid height was determined by GEOID03.
 AJ0684
 AJ0684.The dynamic height is computed by dividing the NAVD 88
 AJ0684.geopotential number by the normal gravity value computed on the
 AJ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0684.degrees latitude (g = 980.6199 gals.).
 AJ0684
 AJ0684.The modeled gravity was interpolated from observed gravity values.
 AJ0684
 AJ0684;                    North         East    Units  Estimated Accuracy
 AJ0684;SPC TX S     - 5,172,980.      263,820.      MT  (+/- 180 meters Scaled)
 AJ0684
 AJ0684                          SUPERSEDED SURVEY CONTROL
 AJ0684
 AJ0684  NGVD 29 (??/??/92)  256.517  (m)          841.59   (f) ADJ UNCH    2 0
 AJ0684
 AJ0684.Superseded values are not recommended for survey control.
 AJ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0684.See file dsdata.txt to determine how the superseded data were derived.
 AJ0684
 AJ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR133116(NAD 83)
 AJ0684_MARKER: DB = BENCH MARK DISK
 AJ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0684_STAMPING: P 780 1943
 AJ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0684+STABILITY: SURFACE MOTION
 AJ0684
 AJ0684  HISTORY     - Date     Condition        Report By
 AJ0684  HISTORY     - 1943     MONUMENTED       CGS
 AJ0684
 AJ0684                          STATION DESCRIPTION
 AJ0684
 AJ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0684'15.5 MI SW FROM HEBBRONVILLE.
 AJ0684'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0684'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0684'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.
 AJ0684'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 13.5 MILES TO
 AJ0684'THE INTERSECTION OF A TRACK ROAD LEADING NORTHERLY AND SITE OF BENCH
 AJ0684'MARK.  BENCH MARK IS ABOUT 0.85 MILE WEST OF A CATTLEGUARD AND ROAD
 AJ0684'INTERSECTION.  70 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD. 30
 AJ0684'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AJ0684'EAST-WEST ROAD.  AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER
 AJ0684'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0548 ***********************************************************************
 AJ0548  DESIGNATION -  P 781
 AJ0548  PID         -  AJ0548
 AJ0548  STATE/COUNTY-  TX/JIM HOGG
 AJ0548  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0548
 AJ0548                         *CURRENT SURVEY CONTROL
 AJ0548  ___________________________________________________________________
 AJ0548* NAD 83(1986)-  27 01 02.     (N)    098 37 04.     (W)     SCALED    
 AJ0548* NAVD 88     -       138.943  (meters)     455.85   (feet)  ADJUSTED  
 AJ0548  ___________________________________________________________________
 AJ0548  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AJ0548  DYNAMIC HT  -         138.718 (meters)     455.11  (feet)  COMP
 AJ0548  MODELED GRAV-     979,025.8   (mgal)                       NAVD 88
 AJ0548
 AJ0548  VERT ORDER  -  SECOND    CLASS 0
 AJ0548
 AJ0548.The horizontal coordinates were scaled from a topographic map and have
 AJ0548.an estimated accuracy of +/- 6 seconds.
 AJ0548
 AJ0548.The orthometric height was determined by differential leveling
 AJ0548.and adjusted by the National Geodetic Survey in June 1991..
 AJ0548
 AJ0548.The geoid height was determined by GEOID03.
 AJ0548
 AJ0548.The dynamic height is computed by dividing the NAVD 88
 AJ0548.geopotential number by the normal gravity value computed on the
 AJ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0548.degrees latitude (g = 980.6199 gals.).
 AJ0548
 AJ0548.The modeled gravity was interpolated from observed gravity values.
 AJ0548
 AJ0548;                    North         East    Units  Estimated Accuracy
 AJ0548;SPC TX S     - 5,149,640.      288,310.      MT  (+/- 180 meters Scaled)
 AJ0548
 AJ0548                          SUPERSEDED SURVEY CONTROL
 AJ0548
 AJ0548  NGVD 29 (??/??/92)  138.979  (m)          455.97   (f) ADJ UNCH    2 0
 AJ0548
 AJ0548.Superseded values are not recommended for survey control.
 AJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0548.See file dsdata.txt to determine how the superseded data were derived.
 AJ0548
 AJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ379884(NAD 83)
 AJ0548_MARKER: DB = BENCH MARK DISK
 AJ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0548_STAMPING: P 781 1943
 AJ0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0548+STABILITY: SURFACE MOTION
 AJ0548
 AJ0548  HISTORY     - Date     Condition        Report By
 AJ0548  HISTORY     - 1943     MONUMENTED       CGS
 AJ0548  HISTORY     - 1972     GOOD             USGS
 AJ0548
 AJ0548                          STATION DESCRIPTION
 AJ0548
 AJ0548'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AJ0548'3.6 MI E FROM PALANGANA RANCH.
 AJ0548'FROM THE JUNCTION OF STATE HIGHWAY 285 AND FARM ROAD 1017, SOUTH ALONG
 AJ0548'FARM ROAD 1017 APPROXIMATELY 20.0 MILES TO A GRAVEL ROAD LEADING WEST
 AJ0548'TO THE PALANGANA RANCH, 2.0 MILES WEST ALONG THIS ROAD TO A TRACK ROAD
 AJ0548'LEADING NORTHEAST, 0.3 MILE NORTHEAST ALONG THIS ROAD AND MARKER IS 23
 AJ0548'FT. SOUTHEAST OF ROAD CENTERLINE.  A STANDARD DISK STAMPED P 781 1943
 AJ0548'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AJ0548'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0947 ***********************************************************************
 AE0947  DESIGNATION -  P 783
 AE0947  PID         -  AE0947
 AE0947  STATE/COUNTY-  TX/STARR
 AE0947  USGS QUAD   -  CUEVITAS (1972)
 AE0947
 AE0947                         *CURRENT SURVEY CONTROL
 AE0947  ___________________________________________________________________
 AE0947* NAD 83(1986)-  26 45 58.     (N)    098 49 45.     (W)     SCALED    
 AE0947* NAVD 88     -       146.219  (meters)     479.72   (feet)  ADJUSTED  
 AE0947  ___________________________________________________________________
 AE0947  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AE0947  DYNAMIC HT  -         145.979 (meters)     478.93  (feet)  COMP
 AE0947  MODELED GRAV-     979,005.4   (mgal)                       NAVD 88
 AE0947
 AE0947  VERT ORDER  -  SECOND    CLASS 0
 AE0947
 AE0947.The horizontal coordinates were scaled from a topographic map and have
 AE0947.an estimated accuracy of +/- 6 seconds.
 AE0947
 AE0947.The orthometric height was determined by differential leveling
 AE0947.and adjusted by the National Geodetic Survey in June 1991..
 AE0947
 AE0947.The geoid height was determined by GEOID03.
 AE0947
 AE0947.The dynamic height is computed by dividing the NAVD 88
 AE0947.geopotential number by the normal gravity value computed on the
 AE0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0947.degrees latitude (g = 980.6199 gals.).
 AE0947
 AE0947.The modeled gravity was interpolated from observed gravity values.
 AE0947
 AE0947;                    North         East    Units  Estimated Accuracy
 AE0947;SPC TX S     - 5,121,850.      267,260.      MT  (+/- 180 meters Scaled)
 AE0947
 AE0947                          SUPERSEDED SURVEY CONTROL
 AE0947
 AE0947  NGVD 29 (??/??/92)  146.261  (m)          479.86   (f) ADJ UNCH    2 0
 AE0947
 AE0947.Superseded values are not recommended for survey control.
 AE0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0947.See file dsdata.txt to determine how the superseded data were derived.
 AE0947
 AE0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ169605(NAD 83)
 AE0947_MARKER: DB = BENCH MARK DISK
 AE0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0947_STAMPING: P 783 1943
 AE0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0947+STABILITY: SURFACE MOTION
 AE0947
 AE0947  HISTORY     - Date     Condition        Report By
 AE0947  HISTORY     - 1943     MONUMENTED       CGS
 AE0947
 AE0947                          STATION DESCRIPTION
 AE0947
 AE0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0947'1.4 MI NE FROM VIBORAS.
 AE0947'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED NORTHEASTERLY ON A
 AE0947'TRACK ROAD TO THE A. C. JONES RANCH AND GO 1.4 MILES TO SITE OF BENCH
 AE0947'MARK.  BENCH MARK IS ON THE OUTSIDE OF A SMALL CURVE, 13 FEET NORTH OF
 AE0947'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  AND 3.0
 AE0947'FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1327 ***********************************************************************
 AX1327  DESIGNATION -  P 784
 AX1327  PID         -  AX1327
 AX1327  STATE/COUNTY-  TX/BASTROP
 AX1327  USGS QUAD   -  RED ROCK (1981)
 AX1327
 AX1327                         *CURRENT SURVEY CONTROL
 AX1327  ___________________________________________________________________
 AX1327* NAD 83(1986)-  29 56 37.     (N)    097 24 34.     (W)     SCALED    
 AX1327* NAVD 88     -       160.82   (+/-2cm)     527.6    (feet)  VERTCON   
 AX1327  ___________________________________________________________________
 AX1327  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX1327
 AX1327  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1327
 AX1327.The horizontal coordinates were scaled from a topographic map and have
 AX1327.an estimated accuracy of +/- 6 seconds.
 AX1327
 AX1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1327.The vertical order pertains to the NGVD 29 superseded value.
 AX1327
 AX1327.The geoid height was determined by GEOID03.
 AX1327
 AX1327;                    North         East    Units  Estimated Accuracy
 AX1327;SPC TX C     - 3,034,410.      982,260.      MT  (+/- 180 meters Scaled)
 AX1327
 AX1327                          SUPERSEDED SURVEY CONTROL
 AX1327
 AX1327  NGVD 29 (??/??/92)  160.758  (m)          527.42   (f) ADJ UNCH    1 2
 AX1327
 AX1327.Superseded values are not recommended for survey control.
 AX1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1327.See file dsdata.txt to determine how the superseded data were derived.
 AX1327
 AX1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU535136(NAD 83)
 AX1327_MARKER: DB = BENCH MARK DISK
 AX1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1327_STAMPING: P 784 1943
 AX1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1327+STABILITY: SURFACE MOTION
 AX1327
 AX1327  HISTORY     - Date     Condition        Report By
 AX1327  HISTORY     - 1943     MONUMENTED       CGS
 AX1327
 AX1327                          STATION DESCRIPTION
 AX1327
 AX1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1327'2.5 MI E FROM REDROCK.
 AX1327'2.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1327'STATION AT REDROCK, 150 FEET WEST OF MILEPOST 18, 47 FEET SOUTH OF THE
 AX1327'CENTERLINE OF THE TRACK, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 7
 AX1327'FEET EAST OF A FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN WITNESS
 AX1327'POST, AND 2.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P
 AX1327'784 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AX1327'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2137 ***********************************************************************
 AX2137  DESIGNATION -  P 785
 AX2137  PID         -  AX2137
 AX2137  STATE/COUNTY-  TX/CALDWELL
 AX2137  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2137
 AX2137                         *CURRENT SURVEY CONTROL
 AX2137  ___________________________________________________________________
 AX2137* NAD 83(1986)-  29 53 21.     (N)    097 42 30.     (W)     SCALED    
 AX2137* NAVD 88     -       167.78   (+/-2cm)     550.5    (feet)  VERTCON   
 AX2137  ___________________________________________________________________
 AX2137  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2137
 AX2137  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2137
 AX2137.The horizontal coordinates were scaled from a topographic map and have
 AX2137.an estimated accuracy of +/- 6 seconds.
 AX2137
 AX2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2137.The vertical order pertains to the NGVD 29 superseded value.
 AX2137
 AX2137.The geoid height was determined by GEOID03.
 AX2137
 AX2137;                    North         East    Units  Estimated Accuracy
 AX2137;SPC TXSC     - 4,228,530.      724,750.      MT  (+/- 180 meters Scaled)
 AX2137
 AX2137                          SUPERSEDED SURVEY CONTROL
 AX2137
 AX2137  NGVD 29 (??/??/92)  167.692  (m)          550.17   (f) ADJ UNCH    1 2
 AX2137
 AX2137.Superseded values are not recommended for survey control.
 AX2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2137.See file dsdata.txt to determine how the superseded data were derived.
 AX2137
 AX2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU247072(NAD 83)
 AX2137_MARKER: DB = BENCH MARK DISK
 AX2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2137_STAMPING: P 785 1943
 AX2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2137+STABILITY: SURFACE MOTION
 AX2137
 AX2137  HISTORY     - Date     Condition        Report By
 AX2137  HISTORY     - 1943     MONUMENTED       CGS
 AX2137  HISTORY     - 1959     GOOD             NGS
 AX2137  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2137  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2137
 AX2137                          STATION DESCRIPTION
 AX2137
 AX2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2137'1.8 MI W FROM LOCKHART.
 AX2137'1.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2137'STATION AT LOCKHART, MIDWAY BETWEEN MILEPOSTS 38 AND 39, 50 FEET NORTH
 AX2137'OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTH OF A POLE, 3 FEET EAST OF
 AX2137'A WHITE WOODEN WITNESS POST, AND 5 FEET LOWER THAN THE TRACK. A
 AX2137'STANDARD DISK STAMPED P 785 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX2137'PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2137
 AX2137                          STATION RECOVERY (1963)
 AX2137
 AX2137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX2137'MARK NOT FOUND.
 AX2137
 AX2137                          STATION RECOVERY (1999)
 AX2137
 AX2137'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0023 ***********************************************************************
 AY0023  DESIGNATION -  P 786
 AY0023  PID         -  AY0023
 AY0023  STATE/COUNTY-  TX/COMAL
 AY0023  USGS QUAD   -  HUNTER (1994)
 AY0023
 AY0023                         *CURRENT SURVEY CONTROL
 AY0023  ___________________________________________________________________
 AY0023* NAD 83(1986)-  29 47 46.     (N)    098 02 05.     (W)     SCALED    
 AY0023* NAVD 88     -       198.136  (meters)     650.05   (feet)  ADJUSTED  
 AY0023  ___________________________________________________________________
 AY0023  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0023  DYNAMIC HT  -         197.854 (meters)     649.13  (feet)  COMP
 AY0023  MODELED GRAV-     979,217.9   (mgal)                       NAVD 88
 AY0023
 AY0023  VERT ORDER  -  FIRST     CLASS II
 AY0023
 AY0023.The horizontal coordinates were scaled from a topographic map and have
 AY0023.an estimated accuracy of +/- 6 seconds.
 AY0023
 AY0023.The orthometric height was determined by differential leveling
 AY0023.and adjusted by the National Geodetic Survey in June 1991..
 AY0023
 AY0023.The geoid height was determined by GEOID03.
 AY0023
 AY0023.The dynamic height is computed by dividing the NAVD 88
 AY0023.geopotential number by the normal gravity value computed on the
 AY0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0023.degrees latitude (g = 980.6199 gals.).
 AY0023
 AY0023.The modeled gravity was interpolated from observed gravity values.
 AY0023
 AY0023;                    North         East    Units  Estimated Accuracy
 AY0023;SPC TXSC     - 4,217,920.      693,320.      MT  (+/- 180 meters Scaled)
 AY0023
 AY0023                          SUPERSEDED SURVEY CONTROL
 AY0023
 AY0023  NGVD 29 (??/??/92)  198.05   (m)          649.8    (f) COMPUTED    1 2
 AY0023
 AY0023.Superseded values are not recommended for survey control.
 AY0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0023.See file dsdata.txt to determine how the superseded data were derived.
 AY0023
 AY0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT932965(NAD 83)
 AY0023_MARKER: DB = BENCH MARK DISK
 AY0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0023_STAMPING: P 786 1943
 AY0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0023+STABILITY: SURFACE MOTION
 AY0023
 AY0023  HISTORY     - Date     Condition        Report By
 AY0023  HISTORY     - 1943     MONUMENTED       CGS
 AY0023  HISTORY     - 1959     GOOD             DOD
 AY0023  HISTORY     - 19880311 MARK NOT FOUND   USPSQD
 AY0023
 AY0023                          STATION DESCRIPTION
 AY0023
 AY0023'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AY0023'1.0 MI SW FROM HUNTER.
 AY0023'1.0 MILE SOUTHWEST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 AY0023'STATION AT HUNTER, COMAL COUNTY, 0.1 MILE NORTHEAST OF MILEPOST 218,
 AY0023'160 FEET NORTHEAST OF A FARM-ROAD CROSSING, DIRECTLY ACROSS THE TRACK
 AY0023'FROM THE FOURTH POLE NORTHEAST OF THE MILEPOST, 48 FEET NORTHWEST OF
 AY0023'THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AY0023'FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2
 AY0023'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 786 1943 AND
 AY0023'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AY0023'NOTE-- 47 FEET NW OF CENTERLINE OF RR TRACKS.  AND 195 FEET NE OF
 AY0023'CENTERLINE OF FARM ROAD.
 AY0023
 AY0023                          STATION RECOVERY (1988)
 AY0023
 AY0023'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2230 ***********************************************************************
 AX2230  DESIGNATION -  P 787
 AX2230  PID         -  AX2230
 AX2230  STATE/COUNTY-  TX/CALDWELL
 AX2230  USGS QUAD   -  MARTINDALE (1994)
 AX2230
 AX2230                         *CURRENT SURVEY CONTROL
 AX2230  ___________________________________________________________________
 AX2230* NAD 83(1986)-  29 51 14.     (N)    097 49 48.     (W)     SCALED    
 AX2230* NAVD 88     -       162.78   (+/-2cm)     534.1    (feet)  VERTCON   
 AX2230  ___________________________________________________________________
 AX2230  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AX2230
 AX2230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2230
 AX2230.The horizontal coordinates were scaled from a topographic map and have
 AX2230.an estimated accuracy of +/- 6 seconds.
 AX2230
 AX2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2230.The vertical order pertains to the NGVD 29 superseded value.
 AX2230
 AX2230.The geoid height was determined by GEOID03.
 AX2230
 AX2230;                    North         East    Units  Estimated Accuracy
 AX2230;SPC TXSC     - 4,224,500.      713,040.      MT  (+/- 180 meters Scaled)
 AX2230
 AX2230                          SUPERSEDED SURVEY CONTROL
 AX2230
 AX2230  NGVD 29 (??/??/92)  162.705  (m)          533.81   (f) ADJ UNCH    2 0
 AX2230
 AX2230.Superseded values are not recommended for survey control.
 AX2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2230.See file dsdata.txt to determine how the superseded data were derived.
 AX2230
 AX2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU130031(NAD 83)
 AX2230_MARKER: DB = BENCH MARK DISK
 AX2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2230_STAMPING: P 787 1943
 AX2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2230+STABILITY: SURFACE MOTION
 AX2230
 AX2230  HISTORY     - Date     Condition        Report By
 AX2230  HISTORY     - 1943     MONUMENTED       CGS
 AX2230  HISTORY     - 1959     GOOD             DOD
 AX2230  HISTORY     - 19870722 MARK NOT FOUND   USPSQD
 AX2230  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2230  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2230  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2230
 AX2230                          STATION DESCRIPTION
 AX2230
 AX2230'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2230'0.9 MI E FROM MARTINDALE.
 AX2230'0.9 MILE EAST ALONG STATE HIGHWAY 142 FROM THE INTERSECTION OF STATE
 AX2230'HIGHWAY 80 AT MARTINDALE, CALDWELL COUNTY, 175 FEET SOUTHEAST OF A
 AX2230'LARGE HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 38 FEET NORTHWEST OF THE
 AX2230'CENTERLINE OF THE HIGHWAY, 18 FEET NORTHEAST OF A 36-INCH LIVE OAK
 AX2230'TREE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AX2230'HIGHWAY.  NOTE-- THE MARK IS 230 FEET WEST-SOUTHWEST OF THE
 AX2230'INTERSECTING CENTERLINES OF THE NORTHEAST-AND-SOUTHWEST HIGHWAY AND A
 AX2230'FARM ROAD TO THE NORTH-NORTHWEST, 175 FEET NORTH-NORTHEAST OF THE
 AX2230'INTERSECTING CENTERLINES OF THE HIGHWAY AND A FARM ROAD TO THE
 AX2230'EAST-SOUTHEAST, AND 204 FEET NORTHWEST OF THE NORTHWEST EDGE OF A LONE
 AX2230'TREE.
 AX2230
 AX2230                          STATION RECOVERY (1987)
 AX2230
 AX2230'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX2230'MARK NOT FOUND.
 AX2230
 AX2230                          STATION RECOVERY (1988)
 AX2230
 AX2230'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2230'MARK NOT FOUND.
 AX2230
 AX2230                          STATION RECOVERY (1993)
 AX2230
 AX2230'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2230'MARK NOT FOUND.
 AX2230
 AX2230                          STATION RECOVERY (1999)
 AX2230
 AX2230'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2179 ***********************************************************************
 AX2179  DESIGNATION -  P 788
 AX2179  PID         -  AX2179
 AX2179  STATE/COUNTY-  TX/GUADALUPE
 AX2179  USGS QUAD   -  KINGSBURY (1994)
 AX2179
 AX2179                         *CURRENT SURVEY CONTROL
 AX2179  ___________________________________________________________________
 AX2179* NAD 83(1986)-  29 41 47.     (N)    097 46 44.     (W)     SCALED    
 AX2179* NAVD 88     -       129.53   (+/-2cm)     425.0    (feet)  VERTCON   
 AX2179  ___________________________________________________________________
 AX2179  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2179
 AX2179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2179
 AX2179.The horizontal coordinates were scaled from a topographic map and have
 AX2179.an estimated accuracy of +/- 6 seconds.
 AX2179
 AX2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2179.The vertical order pertains to the NGVD 29 superseded value.
 AX2179
 AX2179.The geoid height was determined by GEOID03.
 AX2179
 AX2179;                    North         East    Units  Estimated Accuracy
 AX2179;SPC TXSC     - 4,207,090.      718,160.      MT  (+/- 180 meters Scaled)
 AX2179
 AX2179                          SUPERSEDED SURVEY CONTROL
 AX2179
 AX2179  NGVD 29 (??/??/92)  129.469  (m)          424.77   (f) ADJ UNCH    2 0
 AX2179
 AX2179.Superseded values are not recommended for survey control.
 AX2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2179.See file dsdata.txt to determine how the superseded data were derived.
 AX2179
 AX2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT181857(NAD 83)
 AX2179_MARKER: DB = BENCH MARK DISK
 AX2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2179_STAMPING: P 788 1943
 AX2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2179+STABILITY: SURFACE MOTION
 AX2179
 AX2179  HISTORY     - Date     Condition        Report By
 AX2179  HISTORY     - 1943     MONUMENTED       CGS
 AX2179  HISTORY     - 1959     GOOD             DOD
 AX2179  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX2179  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2179  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2179  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2179
 AX2179                          STATION DESCRIPTION
 AX2179
 AX2179'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2179'3.7 MI SW FROM PRAIRIE LEA.
 AX2179'IN GUADALUPE COUNTY, 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 80 FROM
 AX2179'THE PUBLIC SCHOOL AT PRAIRIE LEA, CALDWELL COUNTY, THENCE 3.0 MILES
 AX2179'SOUTHWEST ALONG A GRAVEL ROAD LEADING TO KINGSBURY.  AT THE
 AX2179'INTERSECTION OF THE STAPLES ROAD, 27 FEET EAST OF THE EXTENDED
 AX2179'CENTERLINE OF THE STAPLES ROAD, 23 FEET SOUTHEAST OF THE CENTERLINE OF
 AX2179'THE KINGSBURY ROAD, 3.5 FEET EAST OF POWER POLE 2-18, AND 3 FEET WEST
 AX2179'OF A WHITE WOODEN WITNESS POST.  NOTE-- THE MARK IS 72 FEET NORTHEAST
 AX2179'OF THE CENTERLINE OF A TRAIL TO THE SOUTHEAST, 112 FEET
 AX2179'SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF A LONE TREE ON THE NORTHWEST
 AX2179'SIDE OF THE ROAD, AND 44 FEET EAST OF THE INTERSECTING CENTERLINES OF
 AX2179'THE NORTHEAST-AND-SOUTHWEST ROAD AND THE ROAD TO THE NORTHWEST.
 AX2179
 AX2179                          STATION RECOVERY (1964)
 AX2179
 AX2179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX2179'MARK NOT FOUND.
 AX2179
 AX2179                          STATION RECOVERY (1988)
 AX2179
 AX2179'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2179'MARK NOT FOUND.
 AX2179
 AX2179                          STATION RECOVERY (1990)
 AX2179
 AX2179'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2179'MARK NOT FOUND.
 AX2179
 AX2179                          STATION RECOVERY (1993)
 AX2179
 AX2179'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2202 ***********************************************************************
 AX2202  DESIGNATION -  P 789
 AX2202  PID         -  AX2202
 AX2202  STATE/COUNTY-  TX/CALDWELL
 AX2202  USGS QUAD   -  MC MAHAN (1981)
 AX2202
 AX2202                         *CURRENT SURVEY CONTROL
 AX2202  ___________________________________________________________________
 AX2202* NAD 83(1986)-  29 49 11.     (N)    097 33 16.     (W)     SCALED    
 AX2202* NAVD 88     -       131.52   (+/-2cm)     431.5    (feet)  VERTCON   
 AX2202  ___________________________________________________________________
 AX2202  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2202
 AX2202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2202
 AX2202.The horizontal coordinates were scaled from a topographic map and have
 AX2202.an estimated accuracy of +/- 6 seconds.
 AX2202
 AX2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2202.The vertical order pertains to the NGVD 29 superseded value.
 AX2202
 AX2202.The geoid height was determined by GEOID03.
 AX2202
 AX2202;                    North         East    Units  Estimated Accuracy
 AX2202;SPC TXSC     - 4,221,010.      739,710.      MT  (+/- 180 meters Scaled)
 AX2202
 AX2202                          SUPERSEDED SURVEY CONTROL
 AX2202
 AX2202  NGVD 29 (??/??/92)  131.459  (m)          431.30   (f) ADJ UNCH    2 0
 AX2202
 AX2202.Superseded values are not recommended for survey control.
 AX2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2202.See file dsdata.txt to determine how the superseded data were derived.
 AX2202
 AX2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT396996(NAD 83)
 AX2202_MARKER: DB = BENCH MARK DISK
 AX2202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2202_SP_SET: CULVERT
 AX2202_STAMPING: P 789 1943
 AX2202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2202+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2202
 AX2202  HISTORY     - Date     Condition        Report By
 AX2202  HISTORY     - 1943     MONUMENTED       CGS
 AX2202  HISTORY     - 1990     GOOD             USPSQD
 AX2202  HISTORY     - 19930808 GOOD             USPSQD
 AX2202  HISTORY     - 19990925 GOOD             USPSQD
 AX2202  HISTORY     - 20060429 GOOD             USPSQD
 AX2202
 AX2202                          STATION DESCRIPTION
 AX2202
 AX2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2202'2.9 MI SW FROM MCMAHAN.
 AX2202'0.1 MILE WEST ALONG A PAVED ROAD LEADING TO LOCKHART FROM THE PUBLIC
 AX2202'SCHOOL AT MCMAHAN, CALDWELL COUNTY, THENCE 2.8 MILES SOUTHWEST ALONG A
 AX2202'GRADED ROAD LEADING TO LULING.  AT A 3- BY 3-FOOT CONCRETE-BOX
 AX2202'CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL, 13
 AX2202'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.
 AX2202'A STANDARD DISK, STAMPED P 789 1943.
 AX2202
 AX2202                          STATION RECOVERY (1990)
 AX2202
 AX2202'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2202'RECOVERED IN GOOD CONDITION.
 AX2202
 AX2202                          STATION RECOVERY (1993)
 AX2202
 AX2202'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2202'RECOVERED IN GOOD CONDITION.
 AX2202
 AX2202                          STATION RECOVERY (1999)
 AX2202
 AX2202'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2202'RECOVERED IN GOOD CONDITION.
 AX2202
 AX2202                          STATION RECOVERY (2006)
 AX2202
 AX2202'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AX2202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0684 ***********************************************************************
 AZ0684  DESIGNATION -  P 79 RESET
 AZ0684  PID         -  AZ0684
 AZ0684  STATE/COUNTY-  TX/VAL VERDE
 AZ0684  USGS QUAD   -  MIERS RANCH (1972)
 AZ0684
 AZ0684                         *CURRENT SURVEY CONTROL
 AZ0684  ___________________________________________________________________
 AZ0684* NAD 83(1986)-  29 43 54.     (N)    100 46 39.     (W)     SCALED    
 AZ0684* NAVD 88     -       581.39   (meters)    1907.4    (feet)  RESET     
 AZ0684  ___________________________________________________________________
 AZ0684  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 AZ0684
 AZ0684  VERT ORDER  -  THIRD
 AZ0684
 AZ0684.The horizontal coordinates were scaled from a topographic map and have
 AZ0684.an estimated accuracy of +/- 6 seconds.
 AZ0684
 AZ0684.The orthometric height was computed from unverified reset data.
 AZ0684
 AZ0684.The geoid height was determined by GEOID03.
 AZ0684
 AZ0684;                    North         East    Units  Estimated Accuracy
 AZ0684;SPC TXSC     - 4,211,690.      428,060.      MT  (+/- 180 meters Scaled)
 AZ0684
 AZ0684                          SUPERSEDED SURVEY CONTROL
 AZ0684
 AZ0684  NGVD 29 (01/29/03)  581.33   (m)         1907.2    (f) RESET       3  
 AZ0684
 AZ0684.Superseded values are not recommended for survey control.
 AZ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0684.See file dsdata.txt to determine how the superseded data were derived.
 AZ0684
 AZ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT280903(NAD 83)
 AZ0684_MARKER: DV = VERTICAL CONTROL DISK
 AZ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0684_SP_SET: CONCRETE POST
 AZ0684_STAMPING: P 79 RESET 1988
 AZ0684_MARK LOGO: NGS   
 AZ0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 AZ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0684+STABILITY: SURFACE MOTION
 AZ0684
 AZ0684  HISTORY     - Date     Condition        Report By
 AZ0684  HISTORY     - 1988     MONUMENTED       TXHD
 AZ0684  HISTORY     - 19990525 GOOD             USPSQD
 AZ0684
 AZ0684                          STATION DESCRIPTION
 AZ0684
 AZ0684'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1988
 AZ0684'ON US HIGHWAY 377, 89 FEET (27.1 M) LEFT OF ENGINEERS CENTERLINE
 AZ0684'STATION 148+56.00.
 AZ0684
 AZ0684                          STATION RECOVERY (1999)
 AZ0684
 AZ0684'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2301 ***********************************************************************
 AX2301  DESIGNATION -  P 790
 AX2301  PID         -  AX2301
 AX2301  STATE/COUNTY-  TX/GUADALUPE
 AX2301  USGS QUAD   -  GERONIMO (1994)
 AX2301
 AX2301                         *CURRENT SURVEY CONTROL
 AX2301  ___________________________________________________________________
 AX2301* NAD 83(1986)-  29 44 36.     (N)    097 56 58.     (W)     SCALED    
 AX2301* NAVD 88     -       155.94   (+/-2cm)     511.6    (feet)  VERTCON   
 AX2301  ___________________________________________________________________
 AX2301  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AX2301
 AX2301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2301
 AX2301.The horizontal coordinates were scaled from a topographic map and have
 AX2301.an estimated accuracy of +/- 6 seconds.
 AX2301
 AX2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2301.The vertical order pertains to the NGVD 29 superseded value.
 AX2301
 AX2301.The geoid height was determined by GEOID03.
 AX2301
 AX2301;                    North         East    Units  Estimated Accuracy
 AX2301;SPC TXSC     - 4,212,140.      701,610.      MT  (+/- 180 meters Scaled)
 AX2301
 AX2301                          SUPERSEDED SURVEY CONTROL
 AX2301
 AX2301  NGVD 29 (??/??/92)  155.86   (m)          511.4    (f) COMPUTED    2 0
 AX2301
 AX2301.Superseded values are not recommended for survey control.
 AX2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2301.See file dsdata.txt to determine how the superseded data were derived.
 AX2301
 AX2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT015908(NAD 83)
 AX2301_MARKER: DB = BENCH MARK DISK
 AX2301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2301_SP_SET: BRIDGE WALL
 AX2301_STAMPING: P 790 1943
 AX2301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2301
 AX2301  HISTORY     - Date     Condition        Report By
 AX2301  HISTORY     - 1943     MONUMENTED       CGS
 AX2301  HISTORY     - 19930808 GOOD             USPSQD
 AX2301  HISTORY     - 19990925 GOOD             USPSQD
 AX2301  HISTORY     - 20030517 GOOD             USPSQD
 AX2301
 AX2301                          STATION DESCRIPTION
 AX2301
 AX2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2301'0.6 MI S FROM ZORN.
 AX2301'TO REACH FROM THE CROSSROADS AT ZORN, PROCEED SOUTHERLY ON STATE
 AX2301'HIGHWAY NUMBER 123 AND GO 0.6 MILE TO A SMALL CONCRETE BRIDGE AND SITE
 AX2301'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTH END
 AX2301'OF THE EAST HEADWALL OF THE BRIDGE, IT IS 15 FEET EAST OF AND ABOUT
 AX2301'0.8 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX2301
 AX2301                          STATION RECOVERY (1993)
 AX2301
 AX2301'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2301'RECOVERED IN GOOD CONDITION.
 AX2301
 AX2301                          STATION RECOVERY (1999)
 AX2301
 AX2301'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2301'RECOVERED IN GOOD CONDITION.
 AX2301
 AX2301                          STATION RECOVERY (2003)
 AX2301
 AX2301'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX2301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1146 ***********************************************************************
 AE1146  DESIGNATION -  P 792
 AE1146  PID         -  AE1146
 AE1146  STATE/COUNTY-  TX/ZAPATA
 AE1146  USGS QUAD   -  LOPENO (1965)
 AE1146
 AE1146                         *CURRENT SURVEY CONTROL
 AE1146  ___________________________________________________________________
 AE1146* NAD 83(1986)-  26 43 54.     (N)    099 05 40.     (W)     SCALED    
 AE1146* NAVD 88     -       112.277  (meters)     368.36   (feet)  ADJUSTED  
 AE1146  ___________________________________________________________________
 AE1146  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AE1146  DYNAMIC HT  -         112.094 (meters)     367.76  (feet)  COMP
 AE1146  MODELED GRAV-     979,023.3   (mgal)                       NAVD 88
 AE1146
 AE1146  VERT ORDER  -  FIRST     CLASS II
 AE1146
 AE1146.The horizontal coordinates were scaled from a topographic map and have
 AE1146.an estimated accuracy of +/- 6 seconds.
 AE1146
 AE1146.The orthometric height was determined by differential leveling
 AE1146.and adjusted by the National Geodetic Survey in June 1991..
 AE1146
 AE1146.The geoid height was determined by GEOID03.
 AE1146
 AE1146.The dynamic height is computed by dividing the NAVD 88
 AE1146.geopotential number by the normal gravity value computed on the
 AE1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1146.degrees latitude (g = 980.6199 gals.).
 AE1146
 AE1146.The modeled gravity was interpolated from observed gravity values.
 AE1146
 AE1146;                    North         East    Units  Estimated Accuracy
 AE1146;SPC TX S     - 5,118,130.      240,870.      MT  (+/- 180 meters Scaled)
 AE1146
 AE1146                          SUPERSEDED SURVEY CONTROL
 AE1146
 AE1146  NGVD 29 (??/??/92)  112.356  (m)          368.62   (f) ADJ UNCH    1 2
 AE1146
 AE1146.Superseded values are not recommended for survey control.
 AE1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1146.See file dsdata.txt to determine how the superseded data were derived.
 AE1146
 AE1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ906567(NAD 83)
 AE1146_MARKER: DB = BENCH MARK DISK
 AE1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1146_STAMPING: P 792 1943
 AE1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1146+STABILITY: SURFACE MOTION
 AE1146
 AE1146  HISTORY     - Date     Condition        Report By
 AE1146  HISTORY     - 1943     MONUMENTED       CGS
 AE1146  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1146
 AE1146                          STATION DESCRIPTION
 AE1146
 AE1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1146'8.5 MI NE FROM LOPENO.
 AE1146'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A DIRT CROSS
 AE1146'ROAD (2.0 MILES NORTHEAST OF THE CATHOLIC CHURCH AT LOPENO), PROCEED
 AE1146'6.5 MILES NORTHEASTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK. BENCH
 AE1146'MARK IS ON THE SOUTHWEST SLOPE OF A HILL.  IT IS 0.35 MILE NORTHEAST
 AE1146'OF A SMALL WOODEN BRIDGE OVER A CREEK, 37.3 FEET NORTHWEST OF AND
 AE1146'ACROSS THE ROAD FROM A FENCE LINE RUNNING NORTHEAST AND SOUTHWEST,
 AE1146'20.5 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AE1146'OF THE ROAD.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE
 AE1146'WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AE1146
 AE1146                          STATION RECOVERY (1981)
 AE1146
 AE1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1146'NOT SEARCHED FOR, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0919 ***********************************************************************
 AJ0919  DESIGNATION -  P 793
 AJ0919  PID         -  AJ0919
 AJ0919  STATE/COUNTY-  TX/WEBB
 AJ0919  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0919
 AJ0919                         *CURRENT SURVEY CONTROL
 AJ0919  ___________________________________________________________________
 AJ0919* NAD 83(1986)-  27 17 28.     (N)    099 09 55.     (W)     SCALED    
 AJ0919* NAVD 88     -       161.950  (meters)     531.33   (feet)  ADJUSTED  
 AJ0919  ___________________________________________________________________
 AJ0919  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AJ0919  DYNAMIC HT  -         161.691 (meters)     530.48  (feet)  COMP
 AJ0919  MODELED GRAV-     979,042.2   (mgal)                       NAVD 88
 AJ0919
 AJ0919  VERT ORDER  -  SECOND    CLASS 0
 AJ0919
 AJ0919.The horizontal coordinates were scaled from a topographic map and have
 AJ0919.an estimated accuracy of +/- 6 seconds.
 AJ0919
 AJ0919.The orthometric height was determined by differential leveling
 AJ0919.and adjusted by the National Geodetic Survey in June 1991..
 AJ0919
 AJ0919.The geoid height was determined by GEOID03.
 AJ0919
 AJ0919.The dynamic height is computed by dividing the NAVD 88
 AJ0919.geopotential number by the normal gravity value computed on the
 AJ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0919.degrees latitude (g = 980.6199 gals.).
 AJ0919
 AJ0919.The modeled gravity was interpolated from observed gravity values.
 AJ0919
 AJ0919;                    North         East    Units  Estimated Accuracy
 AJ0919;SPC TX S     - 5,180,150.      234,150.      MT  (+/- 180 meters Scaled)
 AJ0919
 AJ0919                          SUPERSEDED SURVEY CONTROL
 AJ0919
 AJ0919  NGVD 29 (??/??/92)  161.995  (m)          531.48   (f) ADJ UNCH    2 0
 AJ0919
 AJ0919.Superseded values are not recommended for survey control.
 AJ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0919.See file dsdata.txt to determine how the superseded data were derived.
 AJ0919
 AJ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR836186(NAD 83)
 AJ0919_MARKER: DB = BENCH MARK DISK
 AJ0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0919_STAMPING: P 793 1943
 AJ0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0919+STABILITY: SURFACE MOTION
 AJ0919
 AJ0919  HISTORY     - Date     Condition        Report By
 AJ0919  HISTORY     - 1943     MONUMENTED       CGS
 AJ0919  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0919
 AJ0919                          STATION DESCRIPTION
 AJ0919
 AJ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0919'11.8 MI S FROM AGUILARES.
 AJ0919'TO REACH FROM THE RAILROAD CROSSING AT AGUILARES, PROCEED 11.8 MILES
 AJ0919'SOUTH ALONG A GRAVEL ROAD TO THE INTERSECTION OF A PIPE-LINE RUNNING
 AJ0919'NORTHWEST AND SOUTHEAST, AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AJ0919'120.0 FEET NORTHWEST OF THE INTERSECTION OF THE PIPE-LINE AND THE
 AJ0919'GRAVEL ROAD, 105.0 FEET SOUTHEAST OF A WIND-CHARGER ON A STEEL TOWER.
 AJ0919'IT IS 18.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0919'CENTERLINE OF THE PIPE-LINE ROAD, 2.0 FEET NORTHEAST OF THE RIGHT OF
 AJ0919'WAY FENCE.  MONUMENT IS 3.0 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN
 AJ0919'MARKER POST AND PROJECTS 0.3 FOOT.
 AJ0919
 AJ0919                          STATION RECOVERY (1975)
 AJ0919
 AJ0919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1193 ***********************************************************************
 AE1193  DESIGNATION -  P 794
 AE1193  PID         -  AE1193
 AE1193  STATE/COUNTY-  TX/ZAPATA
 AE1193  USGS QUAD   -  ARROYO VELENO (1980)
 AE1193
 AE1193                         *CURRENT SURVEY CONTROL
 AE1193  ___________________________________________________________________
 AE1193* NAD 83(1986)-  26 58 02.     (N)    099 10 33.     (W)     SCALED    
 AE1193* NAVD 88     -       116.526  (meters)     382.30   (feet)  ADJUSTED  
 AE1193  ___________________________________________________________________
 AE1193  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AE1193  DYNAMIC HT  -         116.338 (meters)     381.69  (feet)  COMP
 AE1193  MODELED GRAV-     979,032.5   (mgal)                       NAVD 88
 AE1193
 AE1193  VERT ORDER  -  SECOND    CLASS 0
 AE1193
 AE1193.The horizontal coordinates were scaled from a topographic map and have
 AE1193.an estimated accuracy of +/- 6 seconds.
 AE1193
 AE1193.The orthometric height was determined by differential leveling
 AE1193.and adjusted by the National Geodetic Survey in June 1991..
 AE1193
 AE1193.The geoid height was determined by GEOID03.
 AE1193
 AE1193.The dynamic height is computed by dividing the NAVD 88
 AE1193.geopotential number by the normal gravity value computed on the
 AE1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1193.degrees latitude (g = 980.6199 gals.).
 AE1193
 AE1193.The modeled gravity was interpolated from observed gravity values.
 AE1193
 AE1193;                    North         East    Units  Estimated Accuracy
 AE1193;SPC TX S     - 5,144,270.      232,910.      MT  (+/- 180 meters Scaled)
 AE1193
 AE1193                          SUPERSEDED SURVEY CONTROL
 AE1193
 AE1193  NGVD 29 (??/??/92)  116.567  (m)          382.44   (f) ADJ UNCH    2 0
 AE1193
 AE1193.Superseded values are not recommended for survey control.
 AE1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1193.See file dsdata.txt to determine how the superseded data were derived.
 AE1193
 AE1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ825828(NAD 83)
 AE1193_MARKER: DB = BENCH MARK DISK
 AE1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1193_STAMPING: P 794 1943
 AE1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1193+STABILITY: SURFACE MOTION
 AE1193
 AE1193  HISTORY     - Date     Condition        Report By
 AE1193  HISTORY     - 1943     MONUMENTED       CGS
 AE1193  HISTORY     - 1959     MARK NOT FOUND   NGS
 AE1193
 AE1193                          STATION DESCRIPTION
 AE1193
 AE1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE1193'7.3 MI NE FROM ZAPATA.
 AE1193'A STANDARD DISK SET IN A PRECAST CONCRETE POST, PROJECTING ABOUT 1
 AE1193'INCH, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ON THE OUTSIDE
 AE1193'OF THE EAST ONE OF TWO CURVES IN THE HIGHWAY, 115 YARDS WEST OF A
 AE1193'SMALL HOUSE, 10 FEET WEST OF A TELEPHONE POLE AND OPPOSITE A CORRAL
 AE1193'AND BARN YARD.  NOTE-- TO REACH FROM ZAPATA - GO NORTH ON HIGHWAY NO.
 AE1193'496 FROM THE JUNCTION WITH HIGHWAY NO. 83, 10.7 MILES TO THE BENCH
 AE1193'MARK ON THE RIGHT OR SOUTH.  NOTE-- SINCE THE RELOCATION OF THE TOWN
 AE1193'OF ZAPATA, THE MILEAGE FROM THE JUNCTION OF HIGHWAYS NOS. 83 AND 496
 AE1193'SHOULD BE 7.3 MILES NE./ALONG HIGHWAY 496.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0889 ***********************************************************************
 AJ0889  DESIGNATION -  P 795
 AJ0889  PID         -  AJ0889
 AJ0889  STATE/COUNTY-  TX/WEBB
 AJ0889  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0889
 AJ0889                         *CURRENT SURVEY CONTROL
 AJ0889  ___________________________________________________________________
 AJ0889* NAD 83(1986)-  27 23 43.     (N)    099 24 59.     (W)     SCALED    
 AJ0889* NAVD 88     -       148.266  (meters)     486.44   (feet)  ADJUSTED  
 AJ0889  ___________________________________________________________________
 AJ0889  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ0889  DYNAMIC HT  -         148.031 (meters)     485.67  (feet)  COMP
 AJ0889  MODELED GRAV-     979,057.9   (mgal)                       NAVD 88
 AJ0889
 AJ0889  VERT ORDER  -  SECOND    CLASS 0
 AJ0889
 AJ0889.The horizontal coordinates were scaled from a topographic map and have
 AJ0889.an estimated accuracy of +/- 6 seconds.
 AJ0889
 AJ0889.The orthometric height was determined by differential leveling
 AJ0889.and adjusted by the National Geodetic Survey in June 1991..
 AJ0889
 AJ0889.The geoid height was determined by GEOID03.
 AJ0889
 AJ0889.The dynamic height is computed by dividing the NAVD 88
 AJ0889.geopotential number by the normal gravity value computed on the
 AJ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0889.degrees latitude (g = 980.6199 gals.).
 AJ0889
 AJ0889.The modeled gravity was interpolated from observed gravity values.
 AJ0889
 AJ0889;                    North         East    Units  Estimated Accuracy
 AJ0889;SPC TX S     - 5,191,850.      209,370.      MT  (+/- 180 meters Scaled)
 AJ0889
 AJ0889                          SUPERSEDED SURVEY CONTROL
 AJ0889
 AJ0889  NGVD 29 (??/??/92)  148.324  (m)          486.63   (f) ADJ UNCH    2 0
 AJ0889
 AJ0889.Superseded values are not recommended for survey control.
 AJ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0889.See file dsdata.txt to determine how the superseded data were derived.
 AJ0889
 AJ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR588302(NAD 83)
 AJ0889_MARKER: DB = BENCH MARK DISK
 AJ0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0889_STAMPING: P 795 1943
 AJ0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0889+STABILITY: SURFACE MOTION
 AJ0889
 AJ0889  HISTORY     - Date     Condition        Report By
 AJ0889  HISTORY     - 1943     MONUMENTED       CGS
 AJ0889  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0889
 AJ0889                          STATION DESCRIPTION
 AJ0889
 AJ0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0889'13.6 MI SE FROM LAREDO.
 AJ0889'TO REACH FROM THE TEX-MEX RAILROAD STATION AT LAREDO, PROCEED 2.7
 AJ0889'MILES SOUTHEASTERLY ALONG TRACKS TO AN OVERHEAD PASS AT MILE POST NO.
 AJ0889'4, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAY NO. 83 TO THE
 AJ0889'INTERSECTION OF A GRAVEL ROAD LEADING SOUTHEASTERLY, THENCE 7.1 MILE
 AJ0889'SOUTHEASTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AJ0889'0.15 MILE SOUTHEAST OF A CATTLE GUARD, 0.15 MILE NORTHWEST OF A SMALL
 AJ0889'WOODEN BRIDGE.  IT IS 37.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE
 AJ0889'THE CENTERLINE OF GRAVEL ROAD, 1.0 FOOT SOUTHWEST OF THE RIGHT OF WAY
 AJ0889'FENCE.  MONUMENT IS 3.0 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN
 AJ0889'MARKER POST, AND PROJECTS 0.4 FOOT.
 AJ0889
 AJ0889                          STATION RECOVERY (1975)
 AJ0889
 AJ0889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1171 ***********************************************************************
 AE1171  DESIGNATION -  P 796
 AE1171  PID         -  AE1171
 AE1171  STATE/COUNTY-  TX/ZAPATA
 AE1171  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1171
 AE1171                         *CURRENT SURVEY CONTROL
 AE1171  ___________________________________________________________________
 AE1171* NAD 83(1986)-  26 50 15.     (N)    099 01 57.     (W)     SCALED    
 AE1171* NAVD 88     -       122.585  (meters)     402.18   (feet)  ADJUSTED  
 AE1171  ___________________________________________________________________
 AE1171  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AE1171  DYNAMIC HT  -         122.386 (meters)     401.53  (feet)  COMP
 AE1171  MODELED GRAV-     979,024.0   (mgal)                       NAVD 88
 AE1171
 AE1171  VERT ORDER  -  SECOND    CLASS 0
 AE1171
 AE1171.The horizontal coordinates were scaled from a topographic map and have
 AE1171.an estimated accuracy of +/- 6 seconds.
 AE1171
 AE1171.The orthometric height was determined by differential leveling
 AE1171.and adjusted by the National Geodetic Survey in June 1991..
 AE1171
 AE1171.The geoid height was determined by GEOID03.
 AE1171
 AE1171.The dynamic height is computed by dividing the NAVD 88
 AE1171.geopotential number by the normal gravity value computed on the
 AE1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1171.degrees latitude (g = 980.6199 gals.).
 AE1171
 AE1171.The modeled gravity was interpolated from observed gravity values.
 AE1171
 AE1171;                    North         East    Units  Estimated Accuracy
 AE1171;SPC TX S     - 5,129,830.      247,080.      MT  (+/- 180 meters Scaled)
 AE1171
 AE1171                          SUPERSEDED SURVEY CONTROL
 AE1171
 AE1171  NGVD 29 (??/??/92)  122.630  (m)          402.33   (f) ADJ UNCH    2 0
 AE1171
 AE1171.Superseded values are not recommended for survey control.
 AE1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1171.See file dsdata.txt to determine how the superseded data were derived.
 AE1171
 AE1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ967684(NAD 83)
 AE1171_MARKER: DB = BENCH MARK DISK
 AE1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1171_STAMPING: P 796 1943
 AE1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1171+STABILITY: SURFACE MOTION
 AE1171
 AE1171  HISTORY     - Date     Condition        Report By
 AE1171  HISTORY     - 1943     MONUMENTED       CGS
 AE1171
 AE1171                          STATION DESCRIPTION
 AE1171
 AE1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1171'13.95 MI NE FROM SANTA ROSA.
 AE1171'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE1171'LEADING NORTHEAST (0.9 MILE NORTH OF SANTA ROSA), PROCEED 13.05 MILES
 AE1171'NORTHEASTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE1171'IS 0.1 MILE SOUTHWEST OF THE STEEL ENTRANCE GATE TO THE EL GRULLO
 AE1171'RANCH.  IT IS 18.5 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AE1171'THE CENTERLINE OF THE ROAD, 1.2 FOOT NORTHWEST OF THE NORTHWEST
 AE1171'RIGHT-OF-WAY FENCE.  MONUMENT IS 2.0 FEET SOUTHWEST OF A 4X4 INCH
 AE1171'WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1172 ***********************************************************************
 AE1172  DESIGNATION -  P 796 RESET 1962
 AE1172  PID         -  AE1172
 AE1172  STATE/COUNTY-  TX/ZAPATA
 AE1172  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1172
 AE1172                         *CURRENT SURVEY CONTROL
 AE1172  ___________________________________________________________________
 AE1172* NAD 83(1986)-  26 50 13.     (N)    099 01 56.     (W)     SCALED    
 AE1172* NAVD 88     -       122.52   (meters)     402.0    (feet)  RESET     
 AE1172  ___________________________________________________________________
 AE1172  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AE1172
 AE1172  VERT ORDER  -  THIRD
 AE1172
 AE1172.The horizontal coordinates were scaled from a topographic map and have
 AE1172.an estimated accuracy of +/- 6 seconds.
 AE1172
 AE1172.The orthometric height was computed from unverified reset data.
 AE1172
 AE1172.The geoid height was determined by GEOID03.
 AE1172
 AE1172;                    North         East    Units  Estimated Accuracy
 AE1172;SPC TX S     - 5,129,770.      247,100.      MT  (+/- 180 meters Scaled)
 AE1172
 AE1172                          SUPERSEDED SURVEY CONTROL
 AE1172
 AE1172.No superseded survey control is available for this station.
 AE1172
 AE1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ967683(NAD 83)
 AE1172_MARKER: DB = BENCH MARK DISK
 AE1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1172_STAMPING: P 796 RESET 1962
 AE1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1172+STABILITY: SURFACE MOTION
 AE1172
 AE1172  HISTORY     - Date     Condition        Report By
 AE1172  HISTORY     - 1962     MONUMENTED       TXHD
 AE1172  HISTORY     - 1975     MARK NOT FOUND   USGS
 AE1172
 AE1172                          STATION DESCRIPTION
 AE1172
 AE1172'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AE1172'13.95 MI NE FROM SANTA ROSA.
 AE1172'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 83 FROM SANTA ROSA, ZAPATA
 AE1172'COUNTY, THENCE 13.05 MILES NORTHEAST ALONG A GRAVEL ROAD.  0.1 MILE
 AE1172'SOUTHWEST OF ROAD, AND ABOUT 60 FEET NORTHWEST OF THE CENTER OF ROAD.
 AE1172'A STANDARD DISK STAMPED P 796 RESET 1962, IS SET IN TOP OF A 6-1/2
 AE1172'INCH CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.  NOTE-- THIS
 AE1172'BENCH MARK WAS SET 59.7 FEET NORTHWEST OF THE ORIGINAL BENCH MARK.
 AE1172
 AE1172                          STATION RECOVERY (1975)
 AE1172
 AE1172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AE1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0019 ***********************************************************************
 AY0019  DESIGNATION -  P 797
 AY0019  PID         -  AY0019
 AY0019  STATE/COUNTY-  TX/BEXAR
 AY0019  USGS QUAD   -  SCHERTZ (1992)
 AY0019
 AY0019                         *CURRENT SURVEY CONTROL
 AY0019  ___________________________________________________________________
 AY0019* NAD 83(1986)-  29 33 56.     (N)    098 22 04.     (W)     SCALED    
 AY0019* NAVD 88     -       259.854  (meters)     852.54   (feet)  POSTED    
 AY0019  ___________________________________________________________________
 AY0019  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AY0019  DYNAMIC HT  -         259.470 (meters)     851.28  (feet)  COMP
 AY0019  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AY0019
 AY0019  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0019
 AY0019.The horizontal coordinates were scaled from a topographic map and have
 AY0019.an estimated accuracy of +/- 6 seconds.
 AY0019
 AY0019.The orthometric height was determined by differential leveling
 AY0019.and adjusted by the National Geodetic Survey in 1992..
 AY0019.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0019.rate of 0.0 thru 1.0 mm/km.
 AY0019
 AY0019.The geoid height was determined by GEOID03.
 AY0019
 AY0019.The dynamic height is computed by dividing the NAVD 88
 AY0019.geopotential number by the normal gravity value computed on the
 AY0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0019.degrees latitude (g = 980.6199 gals.).
 AY0019
 AY0019.The modeled gravity was interpolated from observed gravity values.
 AY0019
 AY0019;                    North         East    Units  Estimated Accuracy
 AY0019;SPC TXSC     - 4,192,140.      661,260.      MT  (+/- 180 meters Scaled)
 AY0019
 AY0019                          SUPERSEDED SURVEY CONTROL
 AY0019
 AY0019  NGVD 29 (??/??/92)  259.69   (m)          852.0    (f) COMPUTED    1 2
 AY0019
 AY0019.Superseded values are not recommended for survey control.
 AY0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0019.See file dsdata.txt to determine how the superseded data were derived.
 AY0019
 AY0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT612708(NAD 83)
 AY0019_MARKER: DB = BENCH MARK DISK
 AY0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0019_STAMPING: P 797 1943
 AY0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0019+STABILITY: SURFACE MOTION
 AY0019
 AY0019  HISTORY     - Date     Condition        Report By
 AY0019  HISTORY     - 1943     MONUMENTED       CGS
 AY0019  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0019  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0019  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AY0019
 AY0019                          STATION DESCRIPTION
 AY0019
 AY0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0019'17.8 MI SW FROM NEW BRAUNFELS.
 AY0019'IN BEXAR COUNTY, 17.8 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 AY0019'RAILROAD OF TEXAS FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 4
 AY0019'FEET NORTH OF MILEPOST 1021, 39 FEET SOUTHEAST OF THE CENTERLINE OF
 AY0019'THE TRACK, 39 FEET NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD
 AY0019'PARALLELING THE TRACK, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AY0019'POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, SET IN THE TOP OF A
 AY0019'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AY0019
 AY0019                          STATION RECOVERY (1980)
 AY0019
 AY0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0019'SEARCHED FOR, NOT RECOVERED.
 AY0019
 AY0019                          STATION RECOVERY (1988)
 AY0019
 AY0019'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0019'MARK NOT FOUND.
 AY0019
 AY0019                          STATION RECOVERY (1999)
 AY0019
 AY0019'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0237 ***********************************************************************
 BN0237  DESIGNATION -  P 80
 BN0237  PID         -  BN0237
 BN0237  STATE/COUNTY-  TX/MASON
 BN0237  USGS QUAD   -  PURDY HILL (1979)
 BN0237
 BN0237                         *CURRENT SURVEY CONTROL
 BN0237  ___________________________________________________________________
 BN0237* NAD 83(1986)-  30 45 07.     (N)    099 14 21.     (W)     SCALED    
 BN0237* NAVD 88     -       471.316  (meters)    1546.31   (feet)  ADJUSTED  
 BN0237  ___________________________________________________________________
 BN0237  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BN0237  DYNAMIC HT  -         470.673 (meters)    1544.20  (feet)  COMP
 BN0237  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 BN0237
 BN0237  VERT ORDER  -  FIRST     CLASS II
 BN0237
 BN0237.The horizontal coordinates were scaled from a topographic map and have
 BN0237.an estimated accuracy of +/- 6 seconds.
 BN0237
 BN0237.The orthometric height was determined by differential leveling
 BN0237.and adjusted by the National Geodetic Survey in June 1991..
 BN0237
 BN0237.The geoid height was determined by GEOID03.
 BN0237
 BN0237.The dynamic height is computed by dividing the NAVD 88
 BN0237.geopotential number by the normal gravity value computed on the
 BN0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0237.degrees latitude (g = 980.6199 gals.).
 BN0237
 BN0237.The modeled gravity was interpolated from observed gravity values.
 BN0237
 BN0237;                    North         East    Units  Estimated Accuracy
 BN0237;SPC TX C     - 3,120,820.      804,750.      MT  (+/- 180 meters Scaled)
 BN0237
 BN0237                          SUPERSEDED SURVEY CONTROL
 BN0237
 BN0237  NGVD 29 (??/??/92)  471.255  (m)         1546.11   (f) ADJ UNCH    1 2
 BN0237
 BN0237.Superseded values are not recommended for survey control.
 BN0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0237.See file dsdata.txt to determine how the superseded data were derived.
 BN0237
 BN0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV771021(NAD 83)
 BN0237_MARKER: DB = BENCH MARK DISK
 BN0237_SETTING: 66 = SET IN ROCK OUTCROP
 BN0237_SP_SET: SANDSTONE ROCK
 BN0237_STAMPING: P 80 1931
 BN0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0237+STABILITY: POSITION/ELEVATION WELL
 BN0237
 BN0237  HISTORY     - Date     Condition        Report By
 BN0237  HISTORY     - 1931     MONUMENTED       CGS
 BN0237  HISTORY     - 1953     GOOD             NGS
 BN0237  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0237  HISTORY     - 19960213 MARK NOT FOUND   USPSQD
 BN0237
 BN0237                          STATION DESCRIPTION
 BN0237
 BN0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0237'0.5 MI NW FROM MASON.
 BN0237'0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT MASON,
 BN0237'81 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET SOUTHWEST
 BN0237'OF THE SOUTH CORNER OF A CONCRETE BRIDGE OVER A CREEK, 19 FEET
 BN0237'SOUTHEAST OF THE CENTER OF A CREEK BED, 6 FEET BELOW THE LEVEL OF THE
 BN0237'HIGHWAY, SET IN THE TOP OF A LARGE FLAT SANDSTONE ROCK.
 BN0237
 BN0237                          STATION RECOVERY (1982)
 BN0237
 BN0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0237'SEARCHED FOR, BUT NOT RECOVERED, ROCKS AND GARBAGE ON THE SITE.
 BN0237
 BN0237                          STATION RECOVERY (1996)
 BN0237
 BN0237'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4257 ***********************************************************************
 AW4257  DESIGNATION -  P 800
 AW4257  PID         -  AW4257
 AW4257  STATE/COUNTY-  TX/FORT BEND
 AW4257  USGS QUAD   -  KENDLETON (1981)
 AW4257
 AW4257                         *CURRENT SURVEY CONTROL
 AW4257  ___________________________________________________________________
 AW4257* NAD 83(1986)-  29 25 21.     (N)    095 56 25.     (W)     SCALED    
 AW4257* NAVD 88     -        28.49   (+/-2cm)      93.5    (feet)  VERTCON   
 AW4257  ___________________________________________________________________
 AW4257  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4257
 AW4257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4257
 AW4257.The horizontal coordinates were scaled from a topographic map and have
 AW4257.an estimated accuracy of +/- 6 seconds.
 AW4257
 AW4257.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4257.The vertical order pertains to the NGVD 29 superseded value.
 AW4257
 AW4257.The geoid height was determined by GEOID03.
 AW4257
 AW4257;                    North         East    Units  Estimated Accuracy
 AW4257;SPC TXSC     - 4,180,010.      896,840.      MT  (+/- 180 meters Scaled)
 AW4257
 AW4257                          SUPERSEDED SURVEY CONTROL
 AW4257
 AW4257  NGVD 29 (??/??/92)   28.48   (m)           93.4    (f) COMPUTED    2 0
 AW4257
 AW4257.Superseded values are not recommended for survey control.
 AW4257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4257.See file dsdata.txt to determine how the superseded data were derived.
 AW4257
 AW4257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN147583(NAD 83)
 AW4257_MARKER: DB = BENCH MARK DISK
 AW4257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4257_STAMPING: P 800 1943
 AW4257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4257+STABILITY: SURFACE MOTION
 AW4257
 AW4257  HISTORY     - Date     Condition        Report By
 AW4257  HISTORY     - 1943     MONUMENTED       CGS
 AW4257  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4257  HISTORY     - 19980207 GOOD             USPSQD
 AW4257
 AW4257                          STATION DESCRIPTION
 AW4257
 AW4257'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4257'4.35 MI SE FROM KENDLETON.
 AW4257'TO REACH FROM THE KENDLETON NEGRO SCHOOL NO.2 (0.75 MILE NORTHEAST OF
 AW4257'THE RAILROAD STATION AT KENDLETON), PROCEED 3.6 MILES SOUTHEASTERLY
 AW4257'ALONG A COUNTY DIRT ROAD TO A T FENCE ON THE SOUTHWEST SIDE OF THE
 AW4257'ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 0.4 MILE NORTHWEST OF A
 AW4257'WHITE FRAME SCHOOL HOUSE.  IT IS 30.5 FEET SOUTHWEST OF AND ABOUT THE
 AW4257'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 2.1 FEET WEST OF A T
 AW4257'FENCE CORNER POST, 1.4 FOOT SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY
 AW4257'FENCE.  MONUMENT IS 2.5 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN
 AW4257'MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND, AND SET IN A
 AW4257'CONCRETE POST.
 AW4257
 AW4257                          STATION RECOVERY (1995)
 AW4257
 AW4257'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4257'MARK NOT FOUND.
 AW4257
 AW4257                          STATION RECOVERY (1998)
 AW4257
 AW4257'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4380 ***********************************************************************
 AW4380  DESIGNATION -  P 801
 AW4380  PID         -  AW4380
 AW4380  STATE/COUNTY-  TX/BRAZORIA
 AW4380  USGS QUAD   -  DANCIGER (1980)
 AW4380
 AW4380                         *CURRENT SURVEY CONTROL
 AW4380  ___________________________________________________________________
 AW4380* NAD 83(1986)-  29 10 20.     (N)    095 49 18.     (W)     SCALED    
 AW4380* NAVD 88     -        15.39   (+/-2cm)      50.5    (feet)  VERTCON   
 AW4380  ___________________________________________________________________
 AW4380  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW4380
 AW4380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4380
 AW4380.The horizontal coordinates were scaled from a topographic map and have
 AW4380.an estimated accuracy of +/- 6 seconds.
 AW4380
 AW4380.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4380.The vertical order pertains to the NGVD 29 superseded value.
 AW4380
 AW4380.The geoid height was determined by GEOID03.
 AW4380
 AW4380;                    North         East    Units  Estimated Accuracy
 AW4380;SPC TXSC     - 4,152,590.      909,100.      MT  (+/- 180 meters Scaled)
 AW4380
 AW4380                          SUPERSEDED SURVEY CONTROL
 AW4380
 AW4380  NGVD 29 (??/??/92)   15.404  (m)           50.54   (f) ADJ UNCH    2 0
 AW4380
 AW4380.Superseded values are not recommended for survey control.
 AW4380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4380.See file dsdata.txt to determine how the superseded data were derived.
 AW4380
 AW4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN255303(NAD 83)
 AW4380_MARKER: DB = BENCH MARK DISK
 AW4380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4380_STAMPING: P 801 1943
 AW4380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4380+STABILITY: SURFACE MOTION
 AW4380
 AW4380  HISTORY     - Date     Condition        Report By
 AW4380  HISTORY     - 1943     MONUMENTED       CGS
 AW4380
 AW4380                          STATION DESCRIPTION
 AW4380
 AW4380'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4380'6.7 MI E FROM PLEDGER.
 AW4380'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED EASTERLY
 AW4380'6.7 MILES ALONG PLEDGER-WEST COLUMBIA ROAD TO THE CIVIL AERONAUTIC
 AW4380'AUTHORITY REVOLVING AERIAL BEACON TOWER AT DANCIGER AND SITE OF BENCH
 AW4380'MARK.  BENCH MARK IS ABOUT 1.0 MILE EAST OF THE BRAZORIA-MATAGORDA
 AW4380'COUNTY LINE, ABOUT 0.3 MILE WEST OF THE GENERAL STORE AND POST OFFICE
 AW4380'AT DANCIGER, 190.0 FEET WEST OF A WOODEN BRIDGE, 89.0 FEET SOUTH OF
 AW4380'THE CENTER OF THE BEACON TOWER, 49.0 FEET NORTH OF AND ABOUT 2.0 FEET
 AW4380'BELOW THE CENTERLINE OF THE CONCRETE ROAD, 6.0 FEET EAST OF A POWER
 AW4380'LINE POLE WITH TRANSFORMER AND GUY WIRE, AND 3.0 FEET WEST OF A 4 BY 4
 AW4380'INCH WOODEN MARKER POST. MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN
 AW4380'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4381 ***********************************************************************
 AW4381  DESIGNATION -  P 801 RESET 1958
 AW4381  PID         -  AW4381
 AW4381  STATE/COUNTY-  TX/BRAZORIA
 AW4381  USGS QUAD   -  DANCIGER (1980)
 AW4381
 AW4381                         *CURRENT SURVEY CONTROL
 AW4381  ___________________________________________________________________
 AW4381* NAD 83(1986)-  29 10 20.     (N)    095 49 18.     (W)     SCALED    
 AW4381* NAVD 88     -        15.93   (+/-2cm)      52.3    (feet)  VERTCON   
 AW4381  ___________________________________________________________________
 AW4381  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW4381
 AW4381  VERT ORDER  -  THIRD (See Below)
 AW4381
 AW4381.The horizontal coordinates were scaled from a topographic map and have
 AW4381.an estimated accuracy of +/- 6 seconds.
 AW4381
 AW4381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4381.The vertical order pertains to the NGVD 29 superseded value.
 AW4381
 AW4381.The geoid height was determined by GEOID03.
 AW4381
 AW4381;                    North         East    Units  Estimated Accuracy
 AW4381;SPC TXSC     - 4,152,590.      909,100.      MT  (+/- 180 meters Scaled)
 AW4381
 AW4381                          SUPERSEDED SURVEY CONTROL
 AW4381
 AW4381  NGVD 29 (01/29/03)   15.94   (m)           52.3    (f) RESET       3  
 AW4381
 AW4381.Superseded values are not recommended for survey control.
 AW4381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4381.See file dsdata.txt to determine how the superseded data were derived.
 AW4381
 AW4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN255303(NAD 83)
 AW4381_MARKER: DD = SURVEY DISK
 AW4381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4381_SP_SET: CULVERT
 AW4381_STAMPING: P 801 RESET 1958
 AW4381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4381
 AW4381  HISTORY     - Date     Condition        Report By
 AW4381  HISTORY     - 1958     MONUMENTED       TXHD
 AW4381  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4381
 AW4381                          STATION DESCRIPTION
 AW4381
 AW4381'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4381'6.7 MI E FROM PLEDGER.
 AW4381'6.7 MILES EAST ALONG THE ROAD TO WEST COLUMBIA FROM THE PLEDGER
 AW4381'GRAMMAR SCHOOL AT PLEDGER, AT A 2-BARREL 5 X 3 FOOT CONCRETE BOX
 AW4381'CULVERT, 1.0 MILE EAST OF THE BRAZORIA-MATAGORDA COUNTY LINE, 0.3 MILE
 AW4381'WEST OF THE GENERAL STORE AND POST OFFICE AT DANCIGER.  17 FEET NORTH
 AW4381'OF THE CENTERLINE OF THE CONCRETE ROAD, AND SET IN THE TOP OF THE
 AW4381'CENTER OF THE NORTH HEADWALL OF THE CONCRETE BOX CULVERT.
 AW4381
 AW4381                          STATION RECOVERY (2004)
 AW4381
 AW4381'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4381'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4404 ***********************************************************************
 AW4404  DESIGNATION -  P 802
 AW4404  PID         -  AW4404
 AW4404  STATE/COUNTY-  TX/BRAZORIA
 AW4404  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4404
 AW4404                         *CURRENT SURVEY CONTROL
 AW4404  ___________________________________________________________________
 AW4404* NAD 83(1986)-  29 13 22.     (N)    095 35 19.     (W)     SCALED    
 AW4404* NAVD 88     -        11.03   (+/-2cm)      36.2    (feet)  VERTCON   
 AW4404  ___________________________________________________________________
 AW4404  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW4404
 AW4404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4404
 AW4404.The horizontal coordinates were scaled from a topographic map and have
 AW4404.an estimated accuracy of +/- 6 seconds.
 AW4404
 AW4404.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4404.The vertical order pertains to the NGVD 29 superseded value.
 AW4404
 AW4404.The geoid height was determined by GEOID03.
 AW4404
 AW4404;                    North         East    Units  Estimated Accuracy
 AW4404;SPC TXSC     - 4,158,820.      931,600.      MT  (+/- 180 meters Scaled)
 AW4404
 AW4404                          SUPERSEDED SURVEY CONTROL
 AW4404
 AW4404  NGVD 29 (??/??/92)   11.035  (m)           36.20   (f) ADJ UNCH    2 0
 AW4404
 AW4404.Superseded values are not recommended for survey control.
 AW4404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4404.See file dsdata.txt to determine how the superseded data were derived.
 AW4404
 AW4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN483354(NAD 83)
 AW4404_MARKER: DB = BENCH MARK DISK
 AW4404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4404_STAMPING: P 802 1943
 AW4404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4404+STABILITY: SURFACE MOTION
 AW4404
 AW4404  HISTORY     - Date     Condition        Report By
 AW4404  HISTORY     - 1943     MONUMENTED       CGS
 AW4404  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AW4404  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 AW4404
 AW4404                          STATION DESCRIPTION
 AW4404
 AW4404'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4404'6.9 MI N FROM EAST COLUMBIA.
 AW4404'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER BRAZORIA RIVER AT EAST
 AW4404'COLUMBIA.  PROCEED NORTHERLY 6.9 MILES ALONG CONCRETE ROAD TO SITE OF
 AW4404'BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF A CURVE IN ROAD,
 AW4404'46.0 FEET NORTH OF A T FENCE CORNER, 44.0 FEET EAST OF AND ABOUT THE
 AW4404'SAME ELEVATION AS THE CENTERLINE OF THE CONCRETE ROAD, 5.5 FEET SOUTH
 AW4404'OF A POWER LINE POLE, 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER
 AW4404'POST AND 1.0 FOOT WEST OF RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT
 AW4404'0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4404
 AW4404                          STATION RECOVERY (1998)
 AW4404
 AW4404'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4404'MARK NOT FOUND.
 AW4404
 AW4404                          STATION RECOVERY (2004)
 AW4404
 AW4404'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4807 ***********************************************************************
 AW4807  DESIGNATION -  P 803
 AW4807  PID         -  AW4807
 AW4807  STATE/COUNTY-  TX/FORT BEND
 AW4807  USGS QUAD   -  KENDLETON (1981)
 AW4807
 AW4807                         *CURRENT SURVEY CONTROL
 AW4807  ___________________________________________________________________
 AW4807* NAD 83(1986)-  29 29 55.     (N)    095 56 09.     (W)     SCALED    
 AW4807* NAVD 88     -        32.09   (+/-2cm)     105.3    (feet)  VERTCON   
 AW4807  ___________________________________________________________________
 AW4807  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW4807
 AW4807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4807
 AW4807.The horizontal coordinates were scaled from a topographic map and have
 AW4807.an estimated accuracy of +/- 6 seconds.
 AW4807
 AW4807.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4807.The vertical order pertains to the NGVD 29 superseded value.
 AW4807
 AW4807.The geoid height was determined by GEOID03.
 AW4807
 AW4807;                    North         East    Units  Estimated Accuracy
 AW4807;SPC TXSC     - 4,188,450.      897,050.      MT  (+/- 180 meters Scaled)
 AW4807
 AW4807                          SUPERSEDED SURVEY CONTROL
 AW4807
 AW4807  NGVD 29 (??/??/92)   32.09   (m)          105.3    (f) COMPUTED    2 0
 AW4807
 AW4807.Superseded values are not recommended for survey control.
 AW4807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4807.See file dsdata.txt to determine how the superseded data were derived.
 AW4807
 AW4807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN153668(NAD 83)
 AW4807_MARKER: DB = BENCH MARK DISK
 AW4807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4807_STAMPING: P 803 1943
 AW4807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4807+STABILITY: SURFACE MOTION
 AW4807
 AW4807  HISTORY     - Date     Condition        Report By
 AW4807  HISTORY     - 1943     MONUMENTED       CGS
 AW4807  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4807  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4807  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4807  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4807
 AW4807                          STATION DESCRIPTION
 AW4807
 AW4807'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4807'1.6 MI NW FROM BEASLEY.
 AW4807'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4807'STATION AT BEASLEY.  PROCEED SOUTHWESTERLY 0.8 MILE ALONG U.S. HIGHWAY
 AW4807'NO. 59 TO A T ROAD INTERSECTION, THENCE NORTHWESTERLY 0.8 MILE ALONG
 AW4807'GRAVELED ROAD TO A T ROAD INTERSECTION AND SITE OF BENCH MARK. BENCH
 AW4807'MARK IS ABOUT 0.8 MILE NORTHWEST OF THE CROSSING OF THE SOUTHERN
 AW4807'PACIFIC RAILROAD, 32.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION
 AW4807'AS THE CENTERLINE OF THE GRAVELED ROAD AT T INTERSECTION, 31.5 FEET
 AW4807'NORTH OF THE NORTHEAST END OF A SMALL WOODEN BRIDGE, 10.0 FEET
 AW4807'NORTHWEST OF A POWER LINE POLE WITH TWO GUY WIRES, 3.0 FEET SOUTHEAST
 AW4807'OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.0 FOOT SOUTHWEST OF
 AW4807'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.3 FOOT.
 AW4807
 AW4807                          STATION RECOVERY (1987)
 AW4807
 AW4807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4807'NOT RECOVERED.
 AW4807
 AW4807                          STATION RECOVERY (1995)
 AW4807
 AW4807'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4807'MARK NOT FOUND.
 AW4807
 AW4807                          STATION RECOVERY (1997)
 AW4807
 AW4807'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4807'MARK NOT FOUND.
 AW4807
 AW4807                          STATION RECOVERY (1998)
 AW4807
 AW4807'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0588 ***********************************************************************
 BM0588  DESIGNATION -  P 804
 BM0588  PID         -  BM0588
 BM0588  STATE/COUNTY-  TX/TRAVIS
 BM0588  USGS QUAD   -  AUSTIN WEST (1988)
 BM0588
 BM0588                         *CURRENT SURVEY CONTROL
 BM0588  ___________________________________________________________________
 BM0588* NAD 83(1986)-  30 16 01.     (N)    097 46 58.     (W)     SCALED    
 BM0588* NAVD 88     -       163.110  (meters)     535.14   (feet)  POSTED    
 BM0588  ___________________________________________________________________
 BM0588  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BM0588  DYNAMIC HT  -         162.890 (meters)     534.41  (feet)  COMP
 BM0588  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 BM0588
 BM0588  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BM0588
 BM0588.The horizontal coordinates were scaled from a topographic map and have
 BM0588.an estimated accuracy of +/- 6 seconds.
 BM0588
 BM0588.The orthometric height was determined by differential leveling
 BM0588.and adjusted by the National Geodetic Survey in 1992..
 BM0588.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BM0588.rate of 0.0 thru 1.0 mm/km.
 BM0588
 BM0588.The geoid height was determined by GEOID03.
 BM0588
 BM0588.The dynamic height is computed by dividing the NAVD 88
 BM0588.geopotential number by the normal gravity value computed on the
 BM0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0588.degrees latitude (g = 980.6199 gals.).
 BM0588
 BM0588.The modeled gravity was interpolated from observed gravity values.
 BM0588
 BM0588;                    North         East    Units  Estimated Accuracy
 BM0588;SPC TX C     - 3,069,360.      945,400.      MT  (+/- 180 meters Scaled)
 BM0588
 BM0588                          SUPERSEDED SURVEY CONTROL
 BM0588
 BM0588  NGVD 29 (??/??/92)  163.037  (m)          534.90   (f) ADJ UNCH    1 2
 BM0588
 BM0588.Superseded values are not recommended for survey control.
 BM0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0588.See file dsdata.txt to determine how the superseded data were derived.
 BM0588
 BM0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU170489(NAD 83)
 BM0588_MARKER: DB = BENCH MARK DISK
 BM0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0588_STAMPING: P 804 1953
 BM0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0588+STABILITY: SURFACE MOTION
 BM0588
 BM0588  HISTORY     - Date     Condition        Report By
 BM0588  HISTORY     - 1953     MONUMENTED       CGS
 BM0588  HISTORY     - 1973     MARK NOT FOUND   NGS
 BM0588  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BM0588  HISTORY     - 19950624 GOOD             USPSQD
 BM0588  HISTORY     - 20010224 GOOD             USPSQD
 BM0588  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 BM0588
 BM0588                          STATION DESCRIPTION
 BM0588
 BM0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0588'1.9 MI SW FROM AUSTIN.
 BM0588'1.9 MILES SOUTHWEST ALONG BARTON SPRINGS ROAD AND BEE CAVE ROAD FROM
 BM0588'THE INTERSECTION WITH LAMAR BOULEVARD AT AUSTIN, 29 FEET SOUTHWEST OF
 BM0588'THE CENTER LINE OF THE ROAD, 26 FEET SOUTHEAST OF THE SOUTHWEST END OF
 BM0588'A CULVERT, 1.3 FEET NORTHEAST OF A FENCE, 2.3 FEET NORTHWEST OF A
 BM0588'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BM0588'FOOT ABOVE THE GROUND.  NOTE-- RD. WORK DONE.
 BM0588
 BM0588                          STATION RECOVERY (1973)
 BM0588
 BM0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0588'MARK NOT FOUND.
 BM0588
 BM0588                          STATION RECOVERY (1989)
 BM0588
 BM0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDM)
 BM0588'MARK NOT FOUND.
 BM0588
 BM0588                          STATION RECOVERY (1995)
 BM0588
 BM0588'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0588'RECOVERED IN GOOD CONDITION.
 BM0588
 BM0588                          STATION RECOVERY (2001)
 BM0588
 BM0588'RECOVERY NOTE BY US POWER SQUADRON 2001 (REC)
 BM0588'RECOVERED IN GOOD CONDITION.
 BM0588
 BM0588                          STATION RECOVERY (2003)
 BM0588
 BM0588'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2113 ***********************************************************************
 AW2113  DESIGNATION -  P 805
 AW2113  PID         -  AW2113
 AW2113  STATE/COUNTY-  TX/HARRIS
 AW2113  USGS QUAD   -  BELLAIRE (1995)
 AW2113
 AW2113                         *CURRENT SURVEY CONTROL
 AW2113  ___________________________________________________________________
 AW2113* NAD 83(1986)-  29 38 50.     (N)    095 27 50.     (W)     SCALED    
 AW2113* NAVD 88     -        19.57   (+/-2cm)      64.2    (feet)  VERTCON   
 AW2113  ___________________________________________________________________
 AW2113  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2113
 AW2113  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2113
 AW2113.The horizontal coordinates were scaled from a topographic map and have
 AW2113.an estimated accuracy of +/- 6 seconds.
 AW2113
 AW2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2113.The vertical order pertains to the NGVD 29 superseded value.
 AW2113
 AW2113.The geoid height was determined by GEOID03.
 AW2113
 AW2113;                    North         East    Units  Estimated Accuracy
 AW2113;SPC TXSC     - 4,206,200.      942,290.      MT  (+/- 180 meters Scaled)
 AW2113
 AW2113                          SUPERSEDED SURVEY CONTROL
 AW2113
 AW2113  NGVD 29 (04/06/79)   19.571  (m)           64.21   (f) ADJUSTED    1 2
 AW2113
 AW2113.Superseded values are not recommended for survey control.
 AW2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2113.See file dsdata.txt to determine how the superseded data were derived.
 AW2113
 AW2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN614822(NAD 83)
 AW2113_MARKER: DB = BENCH MARK DISK
 AW2113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2113_SP_SET: CULVERT
 AW2113_STAMPING: P 805 1943
 AW2113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2113
 AW2113  HISTORY     - Date     Condition        Report By
 AW2113  HISTORY     - 1943     MONUMENTED       CGS
 AW2113  HISTORY     - 1973     GOOD             NGS
 AW2113  HISTORY     - 1976     POOR             USGS
 AW2113  HISTORY     - 1978     GOOD             NGS
 AW2113  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2113  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2113  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW2113
 AW2113                          STATION DESCRIPTION
 AW2113
 AW2113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2113'5.5 MI NW FROM ALMEDA.
 AW2113'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2113'288 AT ALMEDA, THENCE 2.95 MILES NORTH ALONG SOUTH POST OAK ROAD, AT
 AW2113'THE SOUTHEAST CORNER OF THE JUNCTION OF U.S. HIGHWAY 90 ALT., IN THE
 AW2113'TOP AND 0.9 FOOT NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL
 AW2113'OF A 24-INCH PIPE CULVERT, 17 FEET EAST OF THE CENTER LINE OF THE EAST
 AW2113'LANES OF THE ROAD, 63 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW2113'SOUTHEAST LANES OF THE HIGHWAY, 26 FEET NORTHWEST OF NORTH POST
 AW2113'SUPPORTING A LARGE K MART SIGN, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 AW2113
 AW2113                          STATION RECOVERY (1976)
 AW2113
 AW2113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW2113'MARK RECOVERED IN POOR CONDITION.
 AW2113
 AW2113                          STATION RECOVERY (1978)
 AW2113
 AW2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2113'RECOVERED IN GOOD CONDITION.
 AW2113
 AW2113                          STATION RECOVERY (1986)
 AW2113
 AW2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2113'NOT RECOVERED.
 AW2113
 AW2113                          STATION RECOVERY (1987)
 AW2113
 AW2113'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2113'MARK NOT FOUND.
 AW2113
 AW2113                          STATION RECOVERY (2003)
 AW2113
 AW2113'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW2113'PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0511 ***********************************************************************
 BM0511  DESIGNATION -  P 805
 BM0511  PID         -  BM0511
 BM0511  STATE/COUNTY-  TX/BASTROP
 BM0511  USGS QUAD   -  ELGIN EAST (1982)
 BM0511
 BM0511                         *CURRENT SURVEY CONTROL
 BM0511  ___________________________________________________________________
 BM0511* NAD 83(1986)-  30 19 08.     (N)    097 17 39.     (W)     SCALED    
 BM0511* NAVD 88     -       140.94   (+/-2cm)     462.4    (feet)  VERTCON   
 BM0511  ___________________________________________________________________
 BM0511  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0511
 BM0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0511
 BM0511.The horizontal coordinates were scaled from a topographic map and have
 BM0511.an estimated accuracy of +/- 6 seconds.
 BM0511
 BM0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0511.The vertical order pertains to the NGVD 29 superseded value.
 BM0511
 BM0511.The geoid height was determined by GEOID03.
 BM0511
 BM0511;                    North         East    Units  Estimated Accuracy
 BM0511;SPC TX C     - 3,076,300.      992,250.      MT  (+/- 180 meters Scaled)
 BM0511
 BM0511                          SUPERSEDED SURVEY CONTROL
 BM0511
 BM0511  NGVD 29 (??/??/92)  140.868  (m)          462.16   (f) ADJ UNCH    2 0
 BM0511
 BM0511.Superseded values are not recommended for survey control.
 BM0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0511.See file dsdata.txt to determine how the superseded data were derived.
 BM0511
 BM0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU640553(NAD 83)
 BM0511_MARKER: DB = BENCH MARK DISK
 BM0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0511_STAMPING: P 805 1953
 BM0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0511+STABILITY: SURFACE MOTION
 BM0511
 BM0511  HISTORY     - Date     Condition        Report By
 BM0511  HISTORY     - 1953     MONUMENTED       CGS
 BM0511  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 BM0511  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0511
 BM0511                          STATION DESCRIPTION
 BM0511
 BM0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0511'5.3 MI E FROM ELGIN.
 BM0511'5.3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0511'STATION AT ELGIN, 0.1 MILE NORTHWEST OF THE STATION AT BUTLER, 157
 BM0511'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 64 FEET
 BM0511'NORTHEAST OF THE CENTER OF AN OILED ROAD CROSSING, 138 FEET NORTHWEST
 BM0511'OF A 30 INCH OAK TREE, 43.7 FEET EAST OF THE EAST RAIL OF A SIDE
 BM0511'TRACK, 3.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0511'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.  NOTE-- THE TEXAS AND
 BM0511'NEW ORLEANS RAILROAD IS NOW LTHE SOUTHERN PACIFIC RAILROAD.
 BM0511
 BM0511                          STATION RECOVERY (1991)
 BM0511
 BM0511'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0511'MARK NOT FOUND.
 BM0511
 BM0511                          STATION RECOVERY (1999)
 BM0511
 BM0511'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4696 ***********************************************************************
 AW4696  DESIGNATION -  P 806
 AW4696  PID         -  AW4696
 AW4696  STATE/COUNTY-  TX/FORT BEND
 AW4696  USGS QUAD   -  RICHMOND (1980)
 AW4696
 AW4696                         *CURRENT SURVEY CONTROL
 AW4696  ___________________________________________________________________
 AW4696* NAD 83(1986)-  29 35 47.     (N)    095 48 34.     (W)     SCALED    
 AW4696* NAVD 88     -        26.21   (+/-2cm)      86.0    (feet)  VERTCON   
 AW4696  ___________________________________________________________________
 AW4696  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW4696
 AW4696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4696
 AW4696.The horizontal coordinates were scaled from a topographic map and have
 AW4696.an estimated accuracy of +/- 6 seconds.
 AW4696
 AW4696.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4696.The vertical order pertains to the NGVD 29 superseded value.
 AW4696
 AW4696.The geoid height was determined by GEOID03.
 AW4696
 AW4696;                    North         East    Units  Estimated Accuracy
 AW4696;SPC TXSC     - 4,199,610.      909,010.      MT  (+/- 180 meters Scaled)
 AW4696
 AW4696                          SUPERSEDED SURVEY CONTROL
 AW4696
 AW4696  NGVD 29 (??/??/92)   26.21   (m)           86.0    (f) COMPUTED    2 0
 AW4696
 AW4696.Superseded values are not recommended for survey control.
 AW4696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4696.See file dsdata.txt to determine how the superseded data were derived.
 AW4696
 AW4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN278773(NAD 83)
 AW4696_MARKER: DB = BENCH MARK DISK
 AW4696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4696_SP_SET: CULVERT
 AW4696_STAMPING: P 806 1943
 AW4696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4696
 AW4696  HISTORY     - Date     Condition        Report By
 AW4696  HISTORY     - 1943     MONUMENTED       CGS
 AW4696  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4696
 AW4696                          STATION DESCRIPTION
 AW4696
 AW4696'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4696'2.9 MI N FROM ROSENBERG.
 AW4696'TO REACH FROM THE CITY HALL AT ROSENBERG-- PROCEED 0.3 MILE WESTERLY
 AW4696'ALONG U.S. HIGHWAY NO. 59 TO THE KATY-ROSENBERG ROAD INTERSECTION
 AW4696'LEADING NORTH, THENCE 2.6 MILES NORTHERLY TO SITE OF BENCH MARK. BENCH
 AW4696'MARK IS ABOUT 0.3 MILE NORTH OF A SIDE ROAD INTERSECTION LEADING WEST,
 AW4696'AND 16.0 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD.
 AW4696'IT IS SET HORIZONTALLY IN THE SOUTH END OF THE WEST HEADWALL OF A
 AW4696'CONCRETE CULVERT.
 AW4696
 AW4696                          STATION RECOVERY (1993)
 AW4696
 AW4696'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0435 ***********************************************************************
 BM0435  DESIGNATION -  P 806
 BM0435  PID         -  BM0435
 BM0435  STATE/COUNTY-  TX/BASTROP
 BM0435  USGS QUAD   -  BASTROP (1982)
 BM0435
 BM0435                         *CURRENT SURVEY CONTROL
 BM0435  ___________________________________________________________________
 BM0435* NAD 83(1986)-  30 04 53.     (N)    097 19 06.     (W)     SCALED    
 BM0435* NAVD 88     -       109.728  (meters)     360.00   (feet)  ADJUSTED  
 BM0435  ___________________________________________________________________
 BM0435  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BM0435  DYNAMIC HT  -         109.579 (meters)     359.51  (feet)  COMP
 BM0435  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 BM0435
 BM0435  VERT ORDER  -  FIRST     CLASS I
 BM0435
 BM0435.The horizontal coordinates were scaled from a topographic map and have
 BM0435.an estimated accuracy of +/- 6 seconds.
 BM0435
 BM0435.The orthometric height was determined by differential leveling
 BM0435.and adjusted by the National Geodetic Survey in June 1991..
 BM0435
 BM0435.The geoid height was determined by GEOID03.
 BM0435
 BM0435.The dynamic height is computed by dividing the NAVD 88
 BM0435.geopotential number by the normal gravity value computed on the
 BM0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0435.degrees latitude (g = 980.6199 gals.).
 BM0435
 BM0435.The modeled gravity was interpolated from observed gravity values.
 BM0435
 BM0435;                    North         East    Units  Estimated Accuracy
 BM0435;SPC TX C     - 3,049,910.      990,640.      MT  (+/- 180 meters Scaled)
 BM0435
 BM0435                          SUPERSEDED SURVEY CONTROL
 BM0435
 BM0435  NGVD 29 (??/??/92)  109.671  (m)          359.81   (f) ADJ UNCH    1 1
 BM0435
 BM0435.Superseded values are not recommended for survey control.
 BM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0435.See file dsdata.txt to determine how the superseded data were derived.
 BM0435
 BM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU620289(NAD 83)
 BM0435_MARKER: DB = BENCH MARK DISK
 BM0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0435_SP_SET: ABUTMENT
 BM0435_STAMPING: P 806 1953
 BM0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0435
 BM0435  HISTORY     - Date     Condition        Report By
 BM0435  HISTORY     - 1953     MONUMENTED       CGS
 BM0435  HISTORY     - 1973     GOOD             NGS
 BM0435  HISTORY     - 1978     GOOD             NGS
 BM0435  HISTORY     - 20040516 POOR             USPSQD
 BM0435
 BM0435                          STATION DESCRIPTION
 BM0435
 BM0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0435'2.0 MI SE FROM BASTROP.
 BM0435'ABOUT 2.0 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0435'RAILROAD FROM THE STATION AT BASTROP AT A BRIDGE OVER THE COLORADO
 BM0435'RIVER, 49.0 FEET SOUTHWEST OF THE MILEPOST 956, 9.0 FEET WEST OF THE
 BM0435'WEST TRACK, SET IN TOP OF THE WEST END OF A NORTH CONCRETE ABUTMENT,
 BM0435'ABOUT 1.0 FEET BELOW THE LEVEL OF THE TRACKS.  THE DISK WAS DRILLED IN
 BM0435'THE ABUTMENT.
 BM0435
 BM0435                          STATION RECOVERY (1978)
 BM0435
 BM0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0435'RECOVERED IN GOOD CONDITION.
 BM0435
 BM0435                          STATION RECOVERY (2004)
 BM0435
 BM0435'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0435'THE IMPRESSION AND THE SHAFT OF THE DISC REMAIN IN THE CONCRETE BUT
 BM0435'THE DISC HAS BEEN REMOVED MOST LIKELY BY VANDALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4697 ***********************************************************************
 AW4697  DESIGNATION -  P 806 RESET 1948
 AW4697  PID         -  AW4697
 AW4697  STATE/COUNTY-  TX/FORT BEND
 AW4697  USGS QUAD   -  RICHMOND (1980)
 AW4697
 AW4697                         *CURRENT SURVEY CONTROL
 AW4697  ___________________________________________________________________
 AW4697* NAD 83(1986)-  29 35 47.     (N)    095 48 34.     (W)     SCALED    
 AW4697* NAVD 88     -        26.53   (+/-2cm)      87.0    (feet)  VERTCON   
 AW4697  ___________________________________________________________________
 AW4697  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW4697
 AW4697  VERT ORDER  -  THIRD (See Below)
 AW4697
 AW4697.The horizontal coordinates were scaled from a topographic map and have
 AW4697.an estimated accuracy of +/- 6 seconds.
 AW4697
 AW4697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4697.The vertical order pertains to the NGVD 29 superseded value.
 AW4697
 AW4697.The geoid height was determined by GEOID03.
 AW4697
 AW4697;                    North         East    Units  Estimated Accuracy
 AW4697;SPC TXSC     - 4,199,610.      909,010.      MT  (+/- 180 meters Scaled)
 AW4697
 AW4697                          SUPERSEDED SURVEY CONTROL
 AW4697
 AW4697  NGVD 29 (01/29/03)   26.52   (m)           87.0    (f) RESET       3  
 AW4697
 AW4697.Superseded values are not recommended for survey control.
 AW4697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4697.See file dsdata.txt to determine how the superseded data were derived.
 AW4697
 AW4697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN278773(NAD 83)
 AW4697_MARKER: DB = BENCH MARK DISK
 AW4697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4697_STAMPING: P 806 RESET 1948
 AW4697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4697+STABILITY: SURFACE MOTION
 AW4697
 AW4697  HISTORY     - Date     Condition        Report By
 AW4697  HISTORY     - 1948     MONUMENTED       TXHD
 AW4697  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4697
 AW4697                          STATION DESCRIPTION
 AW4697
 AW4697'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AW4697'3.1 M N FROM ROSENBERG.
 AW4697'0.4 MILE WEST ALONG U.S. HIGHWAY 59 FROM THE CITY HALL AT ROSENBERG,
 AW4697'FORT BEND COUNTY, THENCE 2.7 MILES NORTH ALONG FARM-TO-MARKET ROAD
 AW4697'723.  0.4 MILE NORTH OF THE JUNCTION OF A SIDE ROAD LEADING WEST, 40
 AW4697'FEET WEST OF THE CENTERLINE OF THE ROAD, AT THE RIGHT-OF-WAY FENCE,
 AW4697'AND 2.8 FEET LOWER THAN THE ROAD.
 AW4697
 AW4697                          STATION RECOVERY (1973)
 AW4697
 AW4697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0156 ***********************************************************************
 AY0156  DESIGNATION -  P 807
 AY0156  PID         -  AY0156
 AY0156  STATE/COUNTY-  TX/GUADALUPE
 AY0156  USGS QUAD   -  MC QUEENEY (1994)
 AY0156
 AY0156                         *CURRENT SURVEY CONTROL
 AY0156  ___________________________________________________________________
 AY0156* NAD 83(1986)-  29 32 16.     (N)    098 04 53.     (W)     SCALED    
 AY0156* NAVD 88     -       195.31   (+/-2cm)     640.8    (feet)  VERTCON   
 AY0156  ___________________________________________________________________
 AY0156  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AY0156
 AY0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0156
 AY0156.The horizontal coordinates were scaled from a topographic map and have
 AY0156.an estimated accuracy of +/- 6 seconds.
 AY0156
 AY0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0156.The vertical order pertains to the NGVD 29 superseded value.
 AY0156
 AY0156.The geoid height was determined by GEOID03.
 AY0156
 AY0156;                    North         East    Units  Estimated Accuracy
 AY0156;SPC TXSC     - 4,189,250.      689,030.      MT  (+/- 180 meters Scaled)
 AY0156
 AY0156                          SUPERSEDED SURVEY CONTROL
 AY0156
 AY0156  NGVD 29 (??/??/92)  195.220  (m)          640.48   (f) ADJ UNCH    2 0
 AY0156
 AY0156.Superseded values are not recommended for survey control.
 AY0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0156.See file dsdata.txt to determine how the superseded data were derived.
 AY0156
 AY0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT890679(NAD 83)
 AY0156_MARKER: DB = BENCH MARK DISK
 AY0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0156_SP_SET: CULVERT
 AY0156_STAMPING: P 807 1943
 AY0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0156
 AY0156  HISTORY     - Date     Condition        Report By
 AY0156  HISTORY     - 1943     MONUMENTED       CGS
 AY0156  HISTORY     - 19880503 GOOD             USPSQD
 AY0156  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0156  HISTORY     - 19930808 GOOD             USPSQD
 AY0156  HISTORY     - 19990925 GOOD             USPSQD
 AY0156  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0156  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AY0156
 AY0156                          STATION DESCRIPTION
 AY0156
 AY0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0156'7.7 MI W FROM SEGUIN.
 AY0156'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90 AND STATE
 AY0156'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 7.7 MILES WESTERLY ALONG U. S.
 AY0156'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE
 AY0156'EAST OF A SERVICE STATION AND A COTTON GIN AT A CROSS ROAD
 AY0156'INTERSECTION, AND 21.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AY0156'THE CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE WEST END OF
 AY0156'THE NORTH HEADWALL OF A CONCRETE CULVERT.
 AY0156
 AY0156                          STATION RECOVERY (1988)
 AY0156
 AY0156'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0156'RECOVERED IN GOOD CONDITION.
 AY0156
 AY0156                          STATION RECOVERY (1989)
 AY0156
 AY0156'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0156'MARK NOT FOUND.
 AY0156
 AY0156                          STATION RECOVERY (1993)
 AY0156
 AY0156'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0156'RECOVERED IN GOOD CONDITION.
 AY0156
 AY0156                          STATION RECOVERY (1999)
 AY0156
 AY0156'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0156'RECOVERED IN GOOD CONDITION.
 AY0156
 AY0156                          STATION RECOVERY (2003)
 AY0156
 AY0156'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY0156'MART RESET 1961 - SEE PID AY0157
 AY0156
 AY0156                          STATION RECOVERY (2005)
 AY0156
 AY0156'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0157 ***********************************************************************
 AY0157  DESIGNATION -  P 807 RESET
 AY0157  PID         -  AY0157
 AY0157  STATE/COUNTY-  TX/GUADALUPE
 AY0157  USGS QUAD   -  MC QUEENEY (1994)
 AY0157
 AY0157                         *CURRENT SURVEY CONTROL
 AY0157  ___________________________________________________________________
 AY0157* NAD 83(1986)-  29 32 25.     (N)    098 04 26.     (W)     SCALED    
 AY0157* NAVD 88     -       192.37   (+/-2cm)     631.1    (feet)  VERTCON   
 AY0157  ___________________________________________________________________
 AY0157  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AY0157
 AY0157  VERT ORDER  -  THIRD (See Below)
 AY0157
 AY0157.The horizontal coordinates were scaled from a topographic map and have
 AY0157.an estimated accuracy of +/- 6 seconds.
 AY0157
 AY0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0157.The vertical order pertains to the NGVD 29 superseded value.
 AY0157
 AY0157.The geoid height was determined by GEOID03.
 AY0157
 AY0157;                    North         East    Units  Estimated Accuracy
 AY0157;SPC TXSC     - 4,189,530.      689,750.      MT  (+/- 180 meters Scaled)
 AY0157
 AY0157                          SUPERSEDED SURVEY CONTROL
 AY0157
 AY0157  NGVD 29 (01/29/03)  192.29   (m)          630.9    (f) RESET       3  
 AY0157
 AY0157.Superseded values are not recommended for survey control.
 AY0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0157.See file dsdata.txt to determine how the superseded data were derived.
 AY0157
 AY0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT897682(NAD 83)
 AY0157_MARKER: DB = BENCH MARK DISK
 AY0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0157_SP_SET: INLET
 AY0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY0157+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AY0157
 AY0157  HISTORY     - Date     Condition        Report By
 AY0157  HISTORY     - 1961     MONUMENTED       TXHD
 AY0157  HISTORY     - 1961     GOOD             NGS
 AY0157  HISTORY     - 1988     GOOD             USPSQD
 AY0157  HISTORY     - 1989     GOOD             USPSQD
 AY0157  HISTORY     - 20030517 GOOD             USPSQD
 AY0157
 AY0157                          STATION DESCRIPTION
 AY0157
 AY0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AY0157'7.2 MI W FROM SEGUIN.
 AY0157'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 90 (I.H. 10) AND
 AY0157'STATE HIGHWAY NO. 123 AT SEGUIN-- PROCEED 7.2 MILES WESTERLY ALONG
 AY0157'U.S. HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS SET IN
 AY0157'NORTHEAST CORNER OF DROP INLET BETWEEN EAST AND WEST BOUND LANE ABOUT
 AY0157'.10 MILE WEST OF FM 775 BRIDGES ON MAIN LANES ON I.H. 10.
 AY0157
 AY0157                          STATION RECOVERY (1988)
 AY0157
 AY0157'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0157'RECOVERED IN GOOD CONDITION.
 AY0157
 AY0157                          STATION RECOVERY (1989)
 AY0157
 AY0157'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0157'RECOVERED IN GOOD CONDITION.
 AY0157
 AY0157                          STATION RECOVERY (2003)
 AY0157
 AY0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY0157'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 8 SATELLITES) READING OVER MARK
 AY0157'- 29 32 23.6 (N) - 098 04 27.2 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0579 ***********************************************************************
 AY0579  DESIGNATION -  P 808
 AY0579  PID         -  AY0579
 AY0579  STATE/COUNTY-  TX/GUADALUPE
 AY0579  USGS QUAD   -  NEW BERLIN (1957)
 AY0579
 AY0579                         *CURRENT SURVEY CONTROL
 AY0579  ___________________________________________________________________
 AY0579* NAD 83(1986)-  29 23 57.     (N)    098 06 19.     (W)     SCALED    
 AY0579* NAVD 88     -       162.95   (+/-2cm)     534.6    (feet)  VERTCON   
 AY0579  ___________________________________________________________________
 AY0579  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AY0579
 AY0579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0579
 AY0579.The horizontal coordinates were scaled from a topographic map and have
 AY0579.an estimated accuracy of +/- 6 seconds.
 AY0579
 AY0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0579.The vertical order pertains to the NGVD 29 superseded value.
 AY0579
 AY0579.The geoid height was determined by GEOID03.
 AY0579
 AY0579;                    North         East    Units  Estimated Accuracy
 AY0579;SPC TXSC     - 4,173,870.      686,830.      MT  (+/- 180 meters Scaled)
 AY0579
 AY0579                          SUPERSEDED SURVEY CONTROL
 AY0579
 AY0579  NGVD 29 (??/??/92)  162.869  (m)          534.35   (f) ADJ UNCH    2 0
 AY0579
 AY0579.Superseded values are not recommended for survey control.
 AY0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0579.See file dsdata.txt to determine how the superseded data were derived.
 AY0579
 AY0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT868525(NAD 83)
 AY0579_MARKER: DB = BENCH MARK DISK
 AY0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0579_STAMPING: P 808 1943
 AY0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0579+STABILITY: SURFACE MOTION
 AY0579
 AY0579  HISTORY     - Date     Condition        Report By
 AY0579  HISTORY     - 1943     MONUMENTED       CGS
 AY0579  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0579
 AY0579                          STATION DESCRIPTION
 AY0579
 AY0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0579'3.7 MI N FROM LAVERNIA.
 AY0579'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 3.7 MILES NORTHERLY
 AY0579'ALONG THE LAVERNIA-NEW BERLIN ROAD TO SITE OF BENCH MARK. BENCH MARK
 AY0579'IS ABOUT 0.5 MILE SOUTH OF A CROSS ROAD INTERSECTION, ABOUT 380.0 FEET
 AY0579'SOUTH OF A GATE AND A PRIVATE ROAD INTERSECTION LEADING EAST TO A FARM
 AY0579'HOUSE, AND ABOUT 52.0 FEET NORTH OF POWER POLE NO. 9-252. IT IS 27.5
 AY0579'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AY0579'4.6 FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE, AND 5.0
 AY0579'FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.5
 AY0579'FOOT.  A STANDARD DISK, STAMPED P 808 1943 AND SET IN THE TOP OF A
 AY0579'CONCRETE POST.
 AY0579
 AY0579                          STATION RECOVERY (1988)
 AY0579
 AY0579'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1846 ***********************************************************************
 AX1846  DESIGNATION -  P 809
 AX1846  PID         -  AX1846
 AX1846  STATE/COUNTY-  TX/GUADALUPE
 AX1846  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1846
 AX1846                         *CURRENT SURVEY CONTROL
 AX1846  ___________________________________________________________________
 AX1846* NAD 83(1986)-  29 28 09.     (N)    097 56 52.     (W)     SCALED    
 AX1846* NAVD 88     -       173.69   (+/-2cm)     569.8    (feet)  VERTCON   
 AX1846  ___________________________________________________________________
 AX1846  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX1846
 AX1846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1846
 AX1846.The horizontal coordinates were scaled from a topographic map and have
 AX1846.an estimated accuracy of +/- 6 seconds.
 AX1846
 AX1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1846.The vertical order pertains to the NGVD 29 superseded value.
 AX1846
 AX1846.The geoid height was determined by GEOID03.
 AX1846
 AX1846;                    North         East    Units  Estimated Accuracy
 AX1846;SPC TXSC     - 4,181,750.      702,050.      MT  (+/- 180 meters Scaled)
 AX1846
 AX1846                          SUPERSEDED SURVEY CONTROL
 AX1846
 AX1846  NGVD 29 (??/??/92)  173.62   (m)          569.6    (f) COMPUTED    2 0
 AX1846
 AX1846.Superseded values are not recommended for survey control.
 AX1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1846.See file dsdata.txt to determine how the superseded data were derived.
 AX1846
 AX1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT020604(NAD 83)
 AX1846_MARKER: DB = BENCH MARK DISK
 AX1846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1846_SP_SET: CULVERT
 AX1846_STAMPING: P 809 1943
 AX1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1846
 AX1846  HISTORY     - Date     Condition        Report By
 AX1846  HISTORY     - 1943     MONUMENTED       CGS
 AX1846  HISTORY     - 19930808 GOOD             USPSQD
 AX1846  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1846  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1846
 AX1846                          STATION DESCRIPTION
 AX1846
 AX1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1846'7.4 MI S FROM SEGUIN.
 AX1846'TO REACH FROM THE COURT HOUSE AT SEGUIN-- PROCEED 7.4 MILES SOUTHERLY
 AX1846'ALONG STATE HIGHWAY NO. 123 TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1846'ABOUT 0.4 MILE SOUTH OF A DIRT SIDE ROAD INTERSECTION LEADING WEST,
 AX1846'AND ABOUT 180.0 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD
 AX1846'INTERSECTION LEADING EAST TO A LARGE WHITE FRAME HOUSE.  IT IS 20.5
 AX1846'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1846'HIGHWAY, AND SET HORIZONTALLY IN THE NORTH END OF THE EAST HEADWALL OF
 AX1846'A CONCRETE CULVERT.
 AX1846
 AX1846                          STATION RECOVERY (1993)
 AX1846
 AX1846'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1846'RECOVERED IN GOOD CONDITION.
 AX1846
 AX1846                          STATION RECOVERY (1999)
 AX1846
 AX1846'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1846'MARK NOT FOUND.
 AX1846
 AX1846                          STATION RECOVERY (2003)
 AX1846
 AX1846'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX1846'THIS MARK HAS BEEN RESET IN 1955 - SEE PID AX1847
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1847 ***********************************************************************
 AX1847  DESIGNATION -  P 809 RESET 1955
 AX1847  PID         -  AX1847
 AX1847  STATE/COUNTY-  TX/GUADALUPE
 AX1847  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1847
 AX1847                         *CURRENT SURVEY CONTROL
 AX1847  ___________________________________________________________________
 AX1847* NAD 83(1986)-  29 28 09.     (N)    097 56 53.     (W)     SCALED    
 AX1847* NAVD 88     -       173.69   (+/-2cm)     569.8    (feet)  VERTCON   
 AX1847  ___________________________________________________________________
 AX1847  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX1847
 AX1847  VERT ORDER  -  THIRD (See Below)
 AX1847
 AX1847.The horizontal coordinates were scaled from a topographic map and have
 AX1847.an estimated accuracy of +/- 6 seconds.
 AX1847
 AX1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1847.The vertical order pertains to the NGVD 29 superseded value.
 AX1847
 AX1847.The geoid height was determined by GEOID03.
 AX1847
 AX1847;                    North         East    Units  Estimated Accuracy
 AX1847;SPC TXSC     - 4,181,750.      702,020.      MT  (+/- 180 meters Scaled)
 AX1847
 AX1847                          SUPERSEDED SURVEY CONTROL
 AX1847
 AX1847  NGVD 29 (??/??/??)  173.61   (m)          569.6    (f) RESET       3  
 AX1847
 AX1847.Superseded values are not recommended for survey control.
 AX1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1847.See file dsdata.txt to determine how the superseded data were derived.
 AX1847
 AX1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT019604(NAD 83)
 AX1847_MARKER: DB = BENCH MARK DISK
 AX1847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1847_SP_SET: CULVERT
 AX1847_STAMPING: P 809 1943 RESET 1955
 AX1847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1847
 AX1847  HISTORY     - Date     Condition        Report By
 AX1847  HISTORY     - 1955     MONUMENTED       TXHD
 AX1847  HISTORY     - 19930808 GOOD             USPSQD
 AX1847  HISTORY     - 19990925 GOOD             USPSQD
 AX1847  HISTORY     - 20030517 GOOD             USPSQD
 AX1847
 AX1847                          STATION DESCRIPTION
 AX1847
 AX1847'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AX1847'7.4 MI S FROM SEGUIN.
 AX1847'7.4 MILES SOUTH ALONG STATE HIGHWAY 123 FROM THE COUNTY COURTHOUSE AT
 AX1847'SEGUIN, GUADALUPE COUNTY, 0.4 MILE SOUTH OF THE JUNCTION OF A DIRT
 AX1847'ROAD LEADING WEST, 180 FEET SOUTH OF A PRIVATE ROAD LEADING EAST TO A
 AX1847'LARGE WHITE FRAME HOUSE, AT A CONCRETE CULVERT, IN THE TOP OF THE
 AX1847'NORTH END OF THE EAST HEADWALL, 27.5 FEET EAST OF THE CENTERLINE OF
 AX1847'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 AX1847'STAMPED P 809 1943 RESET 1955.
 AX1847
 AX1847                          STATION RECOVERY (1993)
 AX1847
 AX1847'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1847'RECOVERED IN GOOD CONDITION.
 AX1847
 AX1847                          STATION RECOVERY (1999)
 AX1847
 AX1847'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1847'RECOVERED IN GOOD CONDITION.
 AX1847
 AX1847                          STATION RECOVERY (2003)
 AX1847
 AX1847'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX1847'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 6 SATELLITES) READING OVER MARK
 AX1847'- 29 28 09.0 (N) - 097 56 53.9 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0130 ***********************************************************************
 BN0130  DESIGNATION -  P 81
 BN0130  PID         -  BN0130
 BN0130  STATE/COUNTY-  TX/GILLESPIE
 BN0130  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0130
 BN0130                         *CURRENT SURVEY CONTROL
 BN0130  ___________________________________________________________________
 BN0130* NAD 83(1986)-  30 16 13.     (N)    098 52 35.     (W)     SCALED    
 BN0130* NAVD 88     -       516.637  (meters)    1695.00   (feet)  ADJUSTED  
 BN0130  ___________________________________________________________________
 BN0130  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 BN0130  DYNAMIC HT  -         515.913 (meters)    1692.62  (feet)  COMP
 BN0130  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 BN0130
 BN0130  VERT ORDER  -  FIRST     CLASS II
 BN0130
 BN0130.The horizontal coordinates were scaled from a topographic map and have
 BN0130.an estimated accuracy of +/- 6 seconds.
 BN0130
 BN0130.The orthometric height was determined by differential leveling
 BN0130.and adjusted by the National Geodetic Survey in June 1991..
 BN0130
 BN0130.The geoid height was determined by GEOID03.
 BN0130
 BN0130.The dynamic height is computed by dividing the NAVD 88
 BN0130.geopotential number by the normal gravity value computed on the
 BN0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0130.degrees latitude (g = 980.6199 gals.).
 BN0130
 BN0130.The modeled gravity was interpolated from observed gravity values.
 BN0130
 BN0130;                    North         East    Units  Estimated Accuracy
 BN0130;SPC TX C     - 3,067,830.      840,180.      MT  (+/- 180 meters Scaled)
 BN0130
 BN0130                          SUPERSEDED SURVEY CONTROL
 BN0130
 BN0130  NGVD 29 (??/??/92)  516.571  (m)         1694.78   (f) ADJ UNCH    1 2
 BN0130
 BN0130.Superseded values are not recommended for survey control.
 BN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0130.See file dsdata.txt to determine how the superseded data were derived.
 BN0130
 BN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU118487(NAD 83)
 BN0130_MARKER: DB = BENCH MARK DISK
 BN0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0130_STAMPING: P 81 1931
 BN0130_MARK LOGO: CGS   
 BN0130_PROJECTION: RECESSED 6 CENTIMETERS
 BN0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0130+STABILITY: SURFACE MOTION
 BN0130
 BN0130  HISTORY     - Date     Condition        Report By
 BN0130  HISTORY     - 1931     MONUMENTED       CGS
 BN0130  HISTORY     - 1953     GOOD             NGS
 BN0130  HISTORY     - 1982     GOOD             NGS
 BN0130  HISTORY     - 19930721 MARK NOT FOUND   USPSQD
 BN0130  HISTORY     - 19960309 GOOD             USPSQD
 BN0130  HISTORY     - 20060314 MARK NOT FOUND   USPSQD
 BN0130
 BN0130                          STATION DESCRIPTION
 BN0130
 BN0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0130'0.4 MI SW FROM FREDERICKSBURG.
 BN0130'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 BN0130'FREDERICKSBURG, AT THE WEST CORNER OF THE FAIR GROUNDS, 68 FEET
 BN0130'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTHEAST OF THE
 BN0130'CENTER LINE OF EAST PARK STREET, 23.5 FEET SOUTHEAST OF A LIGHT POLE,
 BN0130'61.5 FEET SOUTHWEST OF THE SOUTH CORNER OF A STOCK PEN, 8.2 FEET
 BN0130'NORTHWEST OF A 6 INCH MESQUITE TREE, 2.5 FEET NORTH OF A POWER POLE, 1
 BN0130'FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 BN0130'FLUSH WITH THE GROUND.  1.2 FEET NORTHWEST OF A WITNESS POST.
 BN0130
 BN0130                          STATION RECOVERY (1982)
 BN0130
 BN0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0130'0.6 KM (0.4 MI) SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE
 BN0130'IN FREDERICKSBURG, SET AT THE WEST CORNER OF THE OLD FAIRGROUNDS THAT
 BN0130'IS LOCATED AT THE JUNCTION OF EAST PARK STREET AND STATE HIGHWAY 16,
 BN0130'27.1 METERS (89.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BN0130'6.4 METERS (21.0 FT) NORTHEAST OF THE CENTER OF EAST PARK STREET,
 BN0130'7.2 METERS (23.5 FT) SOUTHEAST OF A LIGHT POLE, 2.4 METERS (8.0 FT)
 BN0130'NORTHWEST OF A LARGE MESQUITE TREE, 0.7 METER (2.5 FT) NORTH OF A
 BN0130'POWER POLE, AND 0.3 METER (1.0 FT) NORTHEAST OF A FENCE.
 BN0130'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BN0130
 BN0130                          STATION RECOVERY (1993)
 BN0130
 BN0130'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0130'MARK NOT FOUND.
 BN0130
 BN0130                          STATION RECOVERY (1996)
 BN0130
 BN0130'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0130'RECOVERED IN GOOD CONDITION.
 BN0130
 BN0130                          STATION RECOVERY (2006)
 BN0130
 BN0130'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0130'A LARGE H.E.B. SUPERMARKET WITH GAS STATION HAS BEEN CONSTRUCTED AT
 BN0130'THIS LOCATION.  SOME STREET WORK IMPROVEMENTS AND NEW SIDEWALK HAS
 BN0130'BEEN CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4271 ***********************************************************************
 AW4271  DESIGNATION -  P 810
 AW4271  PID         -  AW4271
 AW4271  STATE/COUNTY-  TX/FORT BEND
 AW4271  USGS QUAD   -  BOLING (1980)
 AW4271
 AW4271                         *CURRENT SURVEY CONTROL
 AW4271  ___________________________________________________________________
 AW4271* NAD 83(1986)-  29 20 05.     (N)    095 54 40.     (W)     SCALED    
 AW4271* NAVD 88     -        22.54   (+/-2cm)      74.0    (feet)  VERTCON   
 AW4271  ___________________________________________________________________
 AW4271  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW4271
 AW4271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4271
 AW4271.The horizontal coordinates were scaled from a topographic map and have
 AW4271.an estimated accuracy of +/- 6 seconds.
 AW4271
 AW4271.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4271.The vertical order pertains to the NGVD 29 superseded value.
 AW4271
 AW4271.The geoid height was determined by GEOID03.
 AW4271
 AW4271;                    North         East    Units  Estimated Accuracy
 AW4271;SPC TXSC     - 4,170,360.      899,930.      MT  (+/- 180 meters Scaled)
 AW4271
 AW4271                          SUPERSEDED SURVEY CONTROL
 AW4271
 AW4271  NGVD 29 (??/??/92)   22.537  (m)           73.94   (f) ADJ UNCH    2 0
 AW4271
 AW4271.Superseded values are not recommended for survey control.
 AW4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4271.See file dsdata.txt to determine how the superseded data were derived.
 AW4271
 AW4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN173485(NAD 83)
 AW4271_MARKER: DB = BENCH MARK DISK
 AW4271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4271_STAMPING: P 810 1943
 AW4271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4271+STABILITY: SURFACE MOTION
 AW4271
 AW4271  HISTORY     - Date     Condition        Report By
 AW4271  HISTORY     - 1943     MONUMENTED       CGS
 AW4271  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4271  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4271
 AW4271                          STATION DESCRIPTION
 AW4271
 AW4271'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4271'7.3 MI SW FROM NEEDVILLE.
 AW4271'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 3.5 MILES
 AW4271'SOUTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS
 AW4271'ROAD (A POINT CALLED FOUR CORNERS OR MARLOW STORE), THENCE 0.7 MILE
 AW4271'NORTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AW4271'LEADING SOUTHWEST, THENCE 2.2 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO
 AW4271'THE END OF THE ROAD AND THE BEGINNING OF A DIRT TRACK ROAD, THENCE 0.9
 AW4271'MILE SOUTHERLY ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK. BENCH
 AW4271'MARK IS AT THE SOUTH EDGE OF AN OLD CLEARED FIELD.  IT IS 15.0 FEET
 AW4271'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AW4271'ROAD.  MONUMENT IS 2.1 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN
 AW4271'MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND, AND SET IN A
 AW4271'CONCRETE POST.
 AW4271
 AW4271                          STATION RECOVERY (1995)
 AW4271
 AW4271'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4271'MARK NOT FOUND.
 AW4271
 AW4271                          STATION RECOVERY (1998)
 AW4271
 AW4271'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4226 ***********************************************************************
 AW4226  DESIGNATION -  P 811
 AW4226  PID         -  AW4226
 AW4226  STATE/COUNTY-  TX/FORT BEND
 AW4226  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4226
 AW4226                         *CURRENT SURVEY CONTROL
 AW4226  ___________________________________________________________________
 AW4226* NAD 83(1986)-  29 24 05.     (N)    095 43 18.     (W)     SCALED    
 AW4226* NAVD 88     -        20.33   (+/-2cm)      66.7    (feet)  VERTCON   
 AW4226  ___________________________________________________________________
 AW4226  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW4226
 AW4226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4226
 AW4226.The horizontal coordinates were scaled from a topographic map and have
 AW4226.an estimated accuracy of +/- 6 seconds.
 AW4226
 AW4226.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4226.The vertical order pertains to the NGVD 29 superseded value.
 AW4226
 AW4226.The geoid height was determined by GEOID03.
 AW4226
 AW4226;                    North         East    Units  Estimated Accuracy
 AW4226;SPC TXSC     - 4,178,240.      918,110.      MT  (+/- 180 meters Scaled)
 AW4226
 AW4226                          SUPERSEDED SURVEY CONTROL
 AW4226
 AW4226  NGVD 29 (??/??/92)   20.324  (m)           66.68   (f) ADJ UNCH    2 0
 AW4226
 AW4226.Superseded values are not recommended for survey control.
 AW4226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4226.See file dsdata.txt to determine how the superseded data were derived.
 AW4226
 AW4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN358555(NAD 83)
 AW4226_MARKER: DB = BENCH MARK DISK
 AW4226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4226_SP_SET: CULVERT
 AW4226_STAMPING: P 811 1943
 AW4226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4226
 AW4226  HISTORY     - Date     Condition        Report By
 AW4226  HISTORY     - 1943     MONUMENTED       CGS
 AW4226  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4226  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4226  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4226  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4226  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4226
 AW4226                          STATION DESCRIPTION
 AW4226
 AW4226'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4226'5.45 MI NE FROM GUY.
 AW4226'TO REACH FROM THE SCHOOL BUILDING AT GUY, PROCEED 5.45 MILES
 AW4226'NORTHEASTERLY ALONG THE GUY - THOMPSONS ROAD TO A CONCRETE CULVERT AND
 AW4226'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AW4226'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 4.0 FOOT CONCRETE PIPE
 AW4226'CULVERT UNDER THE ROAD.  IT IS 14.8 FEET SOUTHEAST OF AND ABOUT 0.5
 AW4226'FOOT ABOVE THE CENTERLINE OF THE ROAD.
 AW4226
 AW4226                          STATION RECOVERY (1973)
 AW4226
 AW4226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4226'MARK NOT FOUND.
 AW4226
 AW4226                          STATION RECOVERY (1989)
 AW4226
 AW4226'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4226'MARK NOT FOUND.
 AW4226
 AW4226                          STATION RECOVERY (1996)
 AW4226
 AW4226'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4226'MARK NOT FOUND.
 AW4226
 AW4226                          STATION RECOVERY (1998)
 AW4226
 AW4226'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4226'MARK NOT FOUND.
 AW4226
 AW4226                          STATION RECOVERY (1998)
 AW4226
 AW4226'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0091 ***********************************************************************
 AX0091  DESIGNATION -  P 812 RESET 1959
 AX0091  PID         -  AX0091
 AX0091  STATE/COUNTY-  TX/WHARTON
 AX0091  USGS QUAD   -  EAST BERNARD (1980)
 AX0091
 AX0091                         *CURRENT SURVEY CONTROL
 AX0091  ___________________________________________________________________
 AX0091* NAD 83(1986)-  29 31 51.     (N)    096 07 07.     (W)     SCALED    
 AX0091* NAVD 88     -        37.69   (+/-2cm)     123.7    (feet)  VERTCON   
 AX0091  ___________________________________________________________________
 AX0091  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0091
 AX0091  VERT ORDER  -  THIRD (See Below)
 AX0091
 AX0091.The horizontal coordinates were scaled from a topographic map and have
 AX0091.an estimated accuracy of +/- 6 seconds.
 AX0091
 AX0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0091.The vertical order pertains to the NGVD 29 superseded value.
 AX0091
 AX0091.The geoid height was determined by GEOID03.
 AX0091
 AX0091;                    North         East    Units  Estimated Accuracy
 AX0091;SPC TXSC     - 4,191,570.      879,250.      MT  (+/- 180 meters Scaled)
 AX0091
 AX0091                          SUPERSEDED SURVEY CONTROL
 AX0091
 AX0091  NGVD 29 (??/??/??)   37.68   (m)          123.6    (f) RESET       3  
 AX0091
 AX0091.Superseded values are not recommended for survey control.
 AX0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0091.See file dsdata.txt to determine how the superseded data were derived.
 AX0091
 AX0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT792702(NAD 83)
 AX0091_MARKER: DB = BENCH MARK DISK
 AX0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0091_STAMPING: P 812 RESET 1959
 AX0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0091+STABILITY: SURFACE MOTION
 AX0091
 AX0091  HISTORY     - Date     Condition        Report By
 AX0091  HISTORY     - 1959     MONUMENTED       CGS
 AX0091  HISTORY     - 19910607 GOOD             USPSQD
 AX0091
 AX0091                          STATION DESCRIPTION
 AX0091
 AX0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AX0091'3.2 MI W FROM EAST BERNARD.
 AX0091'ABOUT 3.2 MILES WEST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY NO.
 AX0091'90A FROM THE DEPOT IN EAST BERNARD, AT THE JUNCTION OF A GRAVEL ROAD
 AX0091'TO THE SOUTH, IN THE EAST RIGHT-OF-WAY FENCE OF THE GRAVEL ROAD, 5
 AX0091'FEET NORTH OF A FENCE CORNER, 2 FEET NORTH OF A BRACED POWER POLE, 30
 AX0091'FEET EAST OF THE CENTERLINE OF THE ROAD AND ABOUT 108 YARDS SOUTH OF
 AX0091'THE SOUTH END OF A CONCRETE CULVERT UNDER THE HIGHWAY.  A STANDARD
 AX0091'DISK STAMPED P 812 RESET 1959 IN A CONCRETE POST WHICH PROJECTS ABOUT
 AX0091'2 INCHES.
 AX0091
 AX0091                          STATION RECOVERY (1991)
 AX0091
 AX0091'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0302 ***********************************************************************
 AX0302  DESIGNATION -  P 813
 AX0302  PID         -  AX0302
 AX0302  STATE/COUNTY-  TX/WHARTON
 AX0302  USGS QUAD   -  HUNGERFORD (1980)
 AX0302
 AX0302                         *CURRENT SURVEY CONTROL
 AX0302  ___________________________________________________________________
 AX0302* NAD 83(1986)-  29 24 03.     (N)    096 04 53.     (W)     SCALED    
 AX0302* NAVD 88     -        30.14   (+/-2cm)      98.9    (feet)  VERTCON   
 AX0302  ___________________________________________________________________
 AX0302  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0302
 AX0302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0302
 AX0302.The horizontal coordinates were scaled from a topographic map and have
 AX0302.an estimated accuracy of +/- 6 seconds.
 AX0302
 AX0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0302.The vertical order pertains to the NGVD 29 superseded value.
 AX0302
 AX0302.The geoid height was determined by GEOID03.
 AX0302
 AX0302;                    North         East    Units  Estimated Accuracy
 AX0302;SPC TXSC     - 4,177,250.      883,210.      MT  (+/- 180 meters Scaled)
 AX0302
 AX0302                          SUPERSEDED SURVEY CONTROL
 AX0302
 AX0302  NGVD 29 (??/??/92)   30.136  (m)           98.87   (f) ADJ UNCH    2 0
 AX0302
 AX0302.Superseded values are not recommended for survey control.
 AX0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0302.See file dsdata.txt to determine how the superseded data were derived.
 AX0302
 AX0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT832559(NAD 83)
 AX0302_MARKER: DB = BENCH MARK DISK
 AX0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0302_SP_SET: CULVERT
 AX0302_STAMPING: P 813 1943
 AX0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0302
 AX0302  HISTORY     - Date     Condition        Report By
 AX0302  HISTORY     - 1943     MONUMENTED       CGS
 AX0302  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0302  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0302
 AX0302                          STATION DESCRIPTION
 AX0302
 AX0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0302'IN HUNGERFORD.
 AX0302'AT HUNGERFORD, WHARTON COUNTY, 0.2 MILE SOUTHEAST OF THE PUBLIC
 AX0302'SCHOOL, AT AN 8- BY 24-FOOT THREE-WAY CONCRETE-BOX CULVERT UNDER STATE
 AX0302'HIGHWAY 60, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL,
 AX0302'14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 0.5 FOOT
 AX0302'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 813 1943.
 AX0302
 AX0302                          STATION RECOVERY (1987)
 AX0302
 AX0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0302'NOT RECOVERED.  THE HEADWALL HAS BEEN REPLACED.
 AX0302
 AX0302                          STATION RECOVERY (1990)
 AX0302
 AX0302'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0120 ***********************************************************************
 AX0120  DESIGNATION -  P 814
 AX0120  PID         -  AX0120
 AX0120  STATE/COUNTY-  TX/WHARTON
 AX0120  USGS QUAD   -  LISSIE (1981)
 AX0120
 AX0120                         *CURRENT SURVEY CONTROL
 AX0120  ___________________________________________________________________
 AX0120* NAD 83(1986)-  29 31 31.     (N)    096 14 55.     (W)     SCALED    
 AX0120* NAVD 88     -        46.41   (+/-2cm)     152.3    (feet)  VERTCON   
 AX0120  ___________________________________________________________________
 AX0120  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0120
 AX0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0120
 AX0120.The horizontal coordinates were scaled from a topographic map and have
 AX0120.an estimated accuracy of +/- 6 seconds.
 AX0120
 AX0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0120.The vertical order pertains to the NGVD 29 superseded value.
 AX0120
 AX0120.The geoid height was determined by GEOID03.
 AX0120
 AX0120;                    North         East    Units  Estimated Accuracy
 AX0120;SPC TXSC     - 4,190,650.      866,670.      MT  (+/- 180 meters Scaled)
 AX0120
 AX0120                          SUPERSEDED SURVEY CONTROL
 AX0120
 AX0120  NGVD 29 (??/??/92)   46.402  (m)          152.24   (f) ADJ UNCH    2 0
 AX0120
 AX0120.Superseded values are not recommended for survey control.
 AX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0120.See file dsdata.txt to determine how the superseded data were derived.
 AX0120
 AX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT666693(NAD 83)
 AX0120_MARKER: DB = BENCH MARK DISK
 AX0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0120_STAMPING: P 814 1943
 AX0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0120+STABILITY: SURFACE MOTION
 AX0120
 AX0120  HISTORY     - Date     Condition        Report By
 AX0120  HISTORY     - 1943     MONUMENTED       CGS
 AX0120  HISTORY     - 1959     MARK NOT FOUND   USGS
 AX0120  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0120
 AX0120                          STATION DESCRIPTION
 AX0120
 AX0120'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX0120'3.1 MI SW FROM LISSIE.
 AX0120'3.1 MILES SOUTHWEST OF LISSIE, WHARTON COUNTY, FROM THE TEXAS AND NEW
 AX0120'ORLEANS RAILROAD STATION, 0.3 MILE EAST ALONG U.S. HIGHWAY 90 A, 2.8
 AX0120'MILES SOUTHWEST ALONG A GRAVEL ROAD, MIDWAY BETWEEN TWO WOODEN
 AX0120'CULVERTS, AT AN OLD DIRT ROAD INTERSECTION, 31 FEET SOUTHEAST OF THE
 AX0120'CENTERLINE OF THE GRAVEL ROAD, 24 FEET SOUTHWEST OF THE CENTERLINE OF
 AX0120'THE OLD DIRT ROAD, 2.2 FEET SOUTHWEST OF A FENCE CORNER, 2.5 FEET
 AX0120'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN
 AX0120'THE GRAVEL ROAD.  A STANDARD DISK, STAMPED P 814 1943 AND SET IN THE
 AX0120'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 AX0120
 AX0120                          STATION RECOVERY (1991)
 AX0120
 AX0120'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0158 ***********************************************************************
 AX0158  DESIGNATION -  P 815
 AX0158  PID         -  AX0158
 AX0158  STATE/COUNTY-  TX/AUSTIN
 AX0158  USGS QUAD   -  CAT SPRING (1981)
 AX0158
 AX0158                         *CURRENT SURVEY CONTROL
 AX0158  ___________________________________________________________________
 AX0158* NAD 83(1986)-  29 49 26.     (N)    096 20 26.     (W)     SCALED    
 AX0158* NAVD 88     -        76.36   (+/-2cm)     250.5    (feet)  VERTCON   
 AX0158  ___________________________________________________________________
 AX0158  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0158
 AX0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0158
 AX0158.The horizontal coordinates were scaled from a topographic map and have
 AX0158.an estimated accuracy of +/- 6 seconds.
 AX0158
 AX0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0158.The vertical order pertains to the NGVD 29 superseded value.
 AX0158
 AX0158.The geoid height was determined by GEOID03.
 AX0158
 AX0158;                    North         East    Units  Estimated Accuracy
 AX0158;SPC TXSC     - 4,223,530.      857,000.      MT  (+/- 180 meters Scaled)
 AX0158
 AX0158                          SUPERSEDED SURVEY CONTROL
 AX0158
 AX0158  NGVD 29 (??/??/92)   76.334  (m)          250.44   (f) ADJ UNCH    2 0
 AX0158
 AX0158.Superseded values are not recommended for survey control.
 AX0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0158.See file dsdata.txt to determine how the superseded data were derived.
 AX0158
 AX0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU569022(NAD 83)
 AX0158_MARKER: DB = BENCH MARK DISK
 AX0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0158_SP_SET: BRIDGE
 AX0158_STAMPING: P 815 1943
 AX0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0158
 AX0158  HISTORY     - Date     Condition        Report By
 AX0158  HISTORY     - 1943     MONUMENTED       CGS
 AX0158  HISTORY     - 1963     GOOD             NGS
 AX0158  HISTORY     - 19991017 GOOD             USPSQD
 AX0158
 AX0158                          STATION DESCRIPTION
 AX0158
 AX0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0158'1.6 MI SW FROM CAT SPRING.
 AX0158'IN AUSTIN COUNTY, 1.6 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE
 AX0158'PUBLIC SCHOOL AT CAT SPRING, 6.0 MILES NORTHEAST OF THE FOUR CORNERS
 AX0158'AT BERNARDO, COLORADO COUNTY, AT A 150-FOOT STEEL BRIDGE OVER BIG
 AX0158'BERNARD RIVER, IN THE TOP OF THE SOUTH END OF THE NORTH CONCRETE WING
 AX0158'WALL, 75 FEET NORTHEAST OF THE COLORADO-AUSTIN COUNTY LINE, 8 FEET
 AX0158'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN
 AX0158'THE ROAD.  NOTE-- CAT SPRING, 1.8 MILES SOUTHWEST ALONG FARM ROAD 1088
 AX0158'FROM THE POST OFFICE AT, 500 FEET EAST OF BRIDGE OVER SAN BERNARD
 AX0158'RIVER, IN THE TOP OF THE NORTHWEST END OF THE NORTH CONCRETE BRIDGE
 AX0158'WINGWALL (BRIDGE GONE).
 AX0158
 AX0158                          STATION RECOVERY (1963)
 AX0158
 AX0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AX0158'RECOVERED IN GOOD CONDITION.
 AX0158
 AX0158                          STATION RECOVERY (1999)
 AX0158
 AX0158'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0190 ***********************************************************************
 AX0190  DESIGNATION -  P 816 RESET 1964
 AX0190  PID         -  AX0190
 AX0190  STATE/COUNTY-  TX/COLORADO
 AX0190  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0190
 AX0190                         *CURRENT SURVEY CONTROL
 AX0190  ___________________________________________________________________
 AX0190* NAD 83(1986)-  29 44 51.     (N)    096 22 14.     (W)     SCALED    
 AX0190* NAVD 88     -        69.43   (+/-2cm)     227.8    (feet)  VERTCON   
 AX0190  ___________________________________________________________________
 AX0190  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX0190
 AX0190  VERT ORDER  -  THIRD (See Below)
 AX0190
 AX0190.The horizontal coordinates were scaled from a topographic map and have
 AX0190.an estimated accuracy of +/- 6 seconds.
 AX0190
 AX0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0190.The vertical order pertains to the NGVD 29 superseded value.
 AX0190
 AX0190.The geoid height was determined by GEOID03.
 AX0190
 AX0190;                    North         East    Units  Estimated Accuracy
 AX0190;SPC TXSC     - 4,215,000.      854,300.      MT  (+/- 180 meters Scaled)
 AX0190
 AX0190                          SUPERSEDED SURVEY CONTROL
 AX0190
 AX0190  NGVD 29 (??/??/??)   69.40   (m)          227.7    (f) RESET       3  
 AX0190
 AX0190.Superseded values are not recommended for survey control.
 AX0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0190.See file dsdata.txt to determine how the superseded data were derived.
 AX0190
 AX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT542937(NAD 83)
 AX0190_MARKER: DB = BENCH MARK DISK
 AX0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0190_STAMPING: P 816 RESET 1964
 AX0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0190+STABILITY: SURFACE MOTION
 AX0190
 AX0190  HISTORY     - Date     Condition        Report By
 AX0190  HISTORY     - 1964     MONUMENTED       CGS
 AX0190  HISTORY     - 19910608 GOOD             USPSQD
 AX0190
 AX0190                          STATION DESCRIPTION
 AX0190
 AX0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AX0190'2.0 MI E FROM BERNARDO.
 AX0190'TO REACH FROM THE CROSSROADS IN BERNARDO, GO EAST-SOUTHEASTERLY ALONG
 AX0190'A BLACK TOP ROAD FOR 1.0 MILE, THENCE 1.0 MILE, NORTH-EASTERLY, ALONG
 AX0190'THE BLACK TOP ROAD TO BENCH MARK ON THE RIGHT, 56 FEET SOUTH OF THE
 AX0190'CENTERLINE OF ROAD, 140 FEET WEST OF A SMALL CREEK, 150 FEET EAST OF A
 AX0190'BRACED FENCE POST, AND 1 FOOT EAST OF A METAL WITNESS POST AND IN THE
 AX0190'SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN A 12 X 12 IN.
 AX0190'CONCRETE POST WHICH PROJECTS 4 INCHES.
 AX0190
 AX0190                          STATION RECOVERY (1991)
 AX0190
 AX0190'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1178 ***********************************************************************
 AX1178  DESIGNATION -  P 817
 AX1178  PID         -  AX1178
 AX1178  STATE/COUNTY-  TX/COLORADO
 AX1178  USGS QUAD   -  FRELSBURG (1981)
 AX1178
 AX1178                         *CURRENT SURVEY CONTROL
 AX1178  ___________________________________________________________________
 AX1178* NAD 83(1986)-  29 47 38.     (N)    096 31 49.     (W)     SCALED    
 AX1178* NAVD 88     -        88.53   (+/-2cm)     290.5    (feet)  VERTCON   
 AX1178  ___________________________________________________________________
 AX1178  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1178
 AX1178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1178
 AX1178.The horizontal coordinates were scaled from a topographic map and have
 AX1178.an estimated accuracy of +/- 6 seconds.
 AX1178
 AX1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1178.The vertical order pertains to the NGVD 29 superseded value.
 AX1178
 AX1178.The geoid height was determined by GEOID03.
 AX1178
 AX1178;                    North         East    Units  Estimated Accuracy
 AX1178;SPC TXSC     - 4,219,800.      838,740.      MT  (+/- 180 meters Scaled)
 AX1178
 AX1178                          SUPERSEDED SURVEY CONTROL
 AX1178
 AX1178  NGVD 29 (??/??/92)   88.504  (m)          290.37   (f) ADJ UNCH    2 0
 AX1178
 AX1178.Superseded values are not recommended for survey control.
 AX1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1178.See file dsdata.txt to determine how the superseded data were derived.
 AX1178
 AX1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT387985(NAD 83)
 AX1178_MARKER: DB = BENCH MARK DISK
 AX1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1178_STAMPING: P 817 1943
 AX1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1178+STABILITY: SURFACE MOTION
 AX1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1178+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1178
 AX1178  HISTORY     - Date     Condition        Report By
 AX1178  HISTORY     - 1943     MONUMENTED       CGS
 AX1178  HISTORY     - 1987     GOOD             USPSQD
 AX1178  HISTORY     - 1987     GOOD             USPSQD
 AX1178  HISTORY     - 20041026 GOOD             USPSQD
 AX1178  HISTORY     - 20051106 GOOD             USPSQD
 AX1178
 AX1178                          STATION DESCRIPTION
 AX1178
 AX1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1178'5.6 MI S FROM FRELSBURG.
 AX1178'5.6 MILES SOUTH ALONG A PAVED ROAD FROM THE FOUR CORNERS AT FRELSBURG,
 AX1178'7.2 MILES NORTH OF COLUMBUS, 60.5 FEET SOUTHEAST OF THE CENTER OF THE
 AX1178'EAST END OF A 1-1/2 FOOT IRON-PIPE CULVERT UNDER THE ROAD, 42 FEET
 AX1178'EAST OF THE CENTERLINE OF THE ROAD, 24 FEET SOUTH OF A POWER POLE, 0.9
 AX1178'FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE, 2.6 FEET NORTH OF A WHITE
 AX1178'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD. A STANDARD
 AX1178'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AX1178'GROUND.
 AX1178
 AX1178                          STATION RECOVERY (1987)
 AX1178
 AX1178'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBB)
 AX1178'RECOVERED IN GOOD CONDITION.
 AX1178
 AX1178                          STATION RECOVERY (1987)
 AX1178
 AX1178'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AX1178'RECOVERED IN GOOD CONDITION.
 AX1178
 AX1178                          STATION RECOVERY (2004)
 AX1178
 AX1178'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1178'RECOVERED IN GOOD CONDITION.
 AX1178
 AX1178                          STATION RECOVERY (2005)
 AX1178
 AX1178'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1178'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1110 ***********************************************************************
 AX1110  DESIGNATION -  P 818
 AX1110  PID         -  AX1110
 AX1110  STATE/COUNTY-  TX/COLORADO
 AX1110  USGS QUAD   -  BORDEN (1981)
 AX1110
 AX1110                         *CURRENT SURVEY CONTROL
 AX1110  ___________________________________________________________________
 AX1110* NAD 83(1986)-  29 41 42.     (N)    096 37 45.     (W)     SCALED    
 AX1110* NAVD 88     -        93.10   (+/-2cm)     305.4    (feet)  VERTCON   
 AX1110  ___________________________________________________________________
 AX1110  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1110
 AX1110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1110
 AX1110.The horizontal coordinates were scaled from a topographic map and have
 AX1110.an estimated accuracy of +/- 6 seconds.
 AX1110
 AX1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1110.The vertical order pertains to the NGVD 29 superseded value.
 AX1110
 AX1110.The geoid height was determined by GEOID03.
 AX1110
 AX1110;                    North         East    Units  Estimated Accuracy
 AX1110;SPC TXSC     - 4,208,650.      829,410.      MT  (+/- 180 meters Scaled)
 AX1110
 AX1110                          SUPERSEDED SURVEY CONTROL
 AX1110
 AX1110  NGVD 29 (??/??/92)   93.078  (m)          305.37   (f) ADJ UNCH    2 0
 AX1110
 AX1110.Superseded values are not recommended for survey control.
 AX1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1110.See file dsdata.txt to determine how the superseded data were derived.
 AX1110
 AX1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT293873(NAD 83)
 AX1110_MARKER: DB = BENCH MARK DISK
 AX1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1110_SP_SET: CULVERT
 AX1110_STAMPING: P 818 1943
 AX1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1110+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1110
 AX1110  HISTORY     - Date     Condition        Report By
 AX1110  HISTORY     - 1943     MONUMENTED       CGS
 AX1110  HISTORY     - 1987     GOOD             USPSQD
 AX1110  HISTORY     - 1987     GOOD             USPSQD
 AX1110  HISTORY     - 19970608 GOOD             USPSQD
 AX1110  HISTORY     - 20020727 GOOD             USPSQD
 AX1110  HISTORY     - 20040318 GOOD             USPSQD
 AX1110  HISTORY     - 20050318 GOOD             USPSQD
 AX1110
 AX1110                          STATION DESCRIPTION
 AX1110
 AX1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1110'2.75 MI W FROM GLIDDEN.
 AX1110'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1110'STATION AT GLIDDEN, PROCEED 2.75 MILES WESTERLY ALONG U.S. HIGHWAY NO.
 AX1110'90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1110'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 5X5
 AX1110'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 22.4 FEET NORTH OF
 AX1110'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 AX1110
 AX1110                          STATION RECOVERY (1987)
 AX1110
 AX1110'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1110'RECOVERED IN GOOD CONDITION.
 AX1110
 AX1110                          STATION RECOVERY (1987)
 AX1110
 AX1110'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1110'RECOVERED IN GOOD CONDITION.
 AX1110
 AX1110                          STATION RECOVERY (1997)
 AX1110
 AX1110'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1110'RECOVERED IN GOOD CONDITION.
 AX1110
 AX1110                          STATION RECOVERY (2002)
 AX1110
 AX1110'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1110'RECOVERED IN GOOD CONDITION.
 AX1110
 AX1110                          STATION RECOVERY (2004)
 AX1110
 AX1110'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1110'RECOVERED IN GOOD CONDITION.
 AX1110
 AX1110                          STATION RECOVERY (2005)
 AX1110
 AX1110'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1080 ***********************************************************************
 AX1080  DESIGNATION -  P 819
 AX1080  PID         -  AX1080
 AX1080  STATE/COUNTY-  TX/FAYETTE
 AX1080  USGS QUAD   -  SCHULENBURG (1981)
 AX1080
 AX1080                         *CURRENT SURVEY CONTROL
 AX1080  ___________________________________________________________________
 AX1080* NAD 83(1986)-  29 41 07.     (N)    096 58 08.     (W)     SCALED    
 AX1080* NAVD 88     -       105.79   (+/-2cm)     347.1    (feet)  VERTCON   
 AX1080  ___________________________________________________________________
 AX1080  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AX1080
 AX1080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1080
 AX1080.The horizontal coordinates were scaled from a topographic map and have
 AX1080.an estimated accuracy of +/- 6 seconds.
 AX1080
 AX1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1080.The vertical order pertains to the NGVD 29 superseded value.
 AX1080
 AX1080.The geoid height was determined by GEOID03.
 AX1080
 AX1080;                    North         East    Units  Estimated Accuracy
 AX1080;SPC TXSC     - 4,206,950.      796,560.      MT  (+/- 180 meters Scaled)
 AX1080
 AX1080                          SUPERSEDED SURVEY CONTROL
 AX1080
 AX1080  NGVD 29 (??/??/92)  105.753  (m)          346.96   (f) ADJ UNCH    2 0
 AX1080
 AX1080.Superseded values are not recommended for survey control.
 AX1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1080.See file dsdata.txt to determine how the superseded data were derived.
 AX1080
 AX1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT965856(NAD 83)
 AX1080_MARKER: DB = BENCH MARK DISK
 AX1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1080_SP_SET: CULVERT
 AX1080_STAMPING: P 819 1943
 AX1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1080+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1080
 AX1080  HISTORY     - Date     Condition        Report By
 AX1080  HISTORY     - 1943     MONUMENTED       CGS
 AX1080  HISTORY     - 1970     GOOD             TXHD
 AX1080  HISTORY     - 1987     GOOD             USPSQD
 AX1080  HISTORY     - 1987     GOOD             USPSQD
 AX1080  HISTORY     - 1990     GOOD             USPSQD
 AX1080  HISTORY     - 19970608 GOOD             USPSQD
 AX1080  HISTORY     - 20020812 GOOD             USPSQD
 AX1080  HISTORY     - 20050318 GOOD             USPSQD
 AX1080
 AX1080                          STATION DESCRIPTION
 AX1080
 AX1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1080'4.2 MI W FROM SCHULENBURG.
 AX1080'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 90 AND U.S. HIGHWAY NO.
 AX1080'77 AT SCHULENBURG, PROCEED 4.2 MILES WESTERLY ALONG U.S. HIGHWAY NO.
 AX1080'90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1080'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 7X9
 AX1080'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 26.7 FEET NORTH OF
 AX1080'AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 AX1080
 AX1080                          STATION RECOVERY (1970)
 AX1080
 AX1080'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1080'RECOVERED IN GOOD CONDITION.
 AX1080
 AX1080                          STATION RECOVERY (1987)
 AX1080
 AX1080'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1080'RECOVERED IN GOOD CONDITION.
 AX1080
 AX1080                          STATION RECOVERY (1987)
 AX1080
 AX1080'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1080'RECOVERED IN GOOD CONDITION.
 AX1080
 AX1080                          STATION RECOVERY (1990)
 AX1080
 AX1080'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1080'RECOVERED IN GOOD CONDITION.
 AX1080
 AX1080                          STATION RECOVERY (1997)
 AX1080
 AX1080'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1080'RECOVERED IN GOOD CONDITION.
 AX1080
 AX1080                          STATION RECOVERY (2002)
 AX1080
 AX1080'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1080'RECOVERED IN GOOD CONDITION.
 AX1080
 AX1080                          STATION RECOVERY (2005)
 AX1080
 AX1080'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1528 ***********************************************************************
 AN1528  DESIGNATION -  P 820
 AN1528  PID         -  AN1528
 AN1528  STATE/COUNTY-  TX/BEE
 AN1528  USGS QUAD   -  SKIDMORE NE (1979)
 AN1528
 AN1528                         *CURRENT SURVEY CONTROL
 AN1528  ___________________________________________________________________
 AN1528* NAD 83(1986)-  28 22 52.     (N)    097 35 44.     (W)     SCALED    
 AN1528* NAVD 88     -        44.15   (+/-2cm)     144.8    (feet)  VERTCON   
 AN1528  ___________________________________________________________________
 AN1528  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN1528
 AN1528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1528
 AN1528.The horizontal coordinates were scaled from a topographic map and have
 AN1528.an estimated accuracy of +/- 6 seconds.
 AN1528
 AN1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1528.The vertical order pertains to the NGVD 29 superseded value.
 AN1528
 AN1528.The geoid height was determined by GEOID03.
 AN1528
 AN1528;                    North         East    Units  Estimated Accuracy
 AN1528;SPC TXSC     - 4,061,540.      737,650.      MT  (+/- 180 meters Scaled)
 AN1528
 AN1528                          SUPERSEDED SURVEY CONTROL
 AN1528
 AN1528  NGVD 29 (??/??/92)   44.192  (m)          144.99   (f) ADJ UNCH    2 0
 AN1528
 AN1528.Superseded values are not recommended for survey control.
 AN1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1528.See file dsdata.txt to determine how the superseded data were derived.
 AN1528
 AN1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS376402(NAD 83)
 AN1528_MARKER: DB = BENCH MARK DISK
 AN1528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1528_SP_SET: BRIDGE
 AN1528_STAMPING: P 820 1943
 AN1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1528
 AN1528  HISTORY     - Date     Condition        Report By
 AN1528  HISTORY     - 1943     MONUMENTED       CGS
 AN1528  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1528
 AN1528                          STATION DESCRIPTION
 AN1528
 AN1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1528'9.9 MI E FROM BEEVILLE.
 AN1528'9.9 MILES EAST ALONG STATE HIGHWAY 202 FROM THE COUNTY COURTHOUSE AT
 AN1528'BEEVILLE, BEE COUNTY, AT A LARGE BRIDGE OVER MEDIO CREEK, IN THE
 AN1528'NORTHWEST END OF THE SOUTHWEST ABUTMENT, 14 FEET NORTHWEST OF THE
 AN1528'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 AN1528'DISK, STAMPED P 820 1943.
 AN1528
 AN1528                          STATION RECOVERY (1996)
 AN1528
 AN1528'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2215 ***********************************************************************
 AX2215  DESIGNATION -  P 821
 AX2215  PID         -  AX2215
 AX2215  STATE/COUNTY-  TX/CALDWELL
 AX2215  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2215
 AX2215                         *CURRENT SURVEY CONTROL
 AX2215  ___________________________________________________________________
 AX2215* NAD 83(1986)-  29 48 02.     (N)    097 40 30.     (W)     SCALED    
 AX2215* NAVD 88     -       148.02   (+/-2cm)     485.6    (feet)  VERTCON   
 AX2215  ___________________________________________________________________
 AX2215  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2215
 AX2215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2215
 AX2215.The horizontal coordinates were scaled from a topographic map and have
 AX2215.an estimated accuracy of +/- 6 seconds.
 AX2215
 AX2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2215.The vertical order pertains to the NGVD 29 superseded value.
 AX2215
 AX2215.The geoid height was determined by GEOID03.
 AX2215
 AX2215;                    North         East    Units  Estimated Accuracy
 AX2215;SPC TXSC     - 4,218,750.      728,080.      MT  (+/- 180 meters Scaled)
 AX2215
 AX2215                          SUPERSEDED SURVEY CONTROL
 AX2215
 AX2215  NGVD 29 (??/??/92)  147.954  (m)          485.41   (f) ADJ UNCH    2 0
 AX2215
 AX2215.Superseded values are not recommended for survey control.
 AX2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2215.See file dsdata.txt to determine how the superseded data were derived.
 AX2215
 AX2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT280974(NAD 83)
 AX2215_MARKER: DB = BENCH MARK DISK
 AX2215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2215_SP_SET: CULVERT
 AX2215_STAMPING: P 821 1943
 AX2215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2215+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2215
 AX2215  HISTORY     - Date     Condition        Report By
 AX2215  HISTORY     - 1943     MONUMENTED       CGS
 AX2215  HISTORY     - 1959     GOOD             DOD
 AX2215  HISTORY     - 1988     GOOD             USPSQD
 AX2215  HISTORY     - 19930808 GOOD             USPSQD
 AX2215  HISTORY     - 19990925 GOOD             USPSQD
 AX2215  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2215  HISTORY     - 20050222 GOOD             USPSQD
 AX2215  HISTORY     - 20060429 GOOD             USPSQD
 AX2215
 AX2215                          STATION DESCRIPTION
 AX2215
 AX2215'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2215'5.7 MI S FROM LOCKHART.
 AX2215'5.7 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 AX2215'LOCKHART, CALDWELL COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE
 AX2215'NORTH END OF THE EAST HEADWALL, 15 FEET EAST-SOUTHEAST OF THE
 AX2215'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AX2215'NOTE-- THE MARK IS 45 FEET SOUTH-SOUTHWEST OF THE SOUTH EDGE OF A
 AX2215'LARGE LONE TREE, 37 FEET WEST-NORTHWEST OF THE WEST EDGE OF A FARM
 AX2215'POND, AND 26 FEET NORTH-NORTHWEST OF THE NORTHWEST EDGE OF A BUSH.
 AX2215
 AX2215                          STATION RECOVERY (1988)
 AX2215
 AX2215'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2215'RECOVERED IN GOOD CONDITION.
 AX2215
 AX2215                          STATION RECOVERY (1993)
 AX2215
 AX2215'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2215'RECOVERED IN GOOD CONDITION.
 AX2215
 AX2215                          STATION RECOVERY (1999)
 AX2215
 AX2215'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2215'RECOVERED IN GOOD CONDITION.
 AX2215
 AX2215                          STATION RECOVERY (2003)
 AX2215
 AX2215'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2215'MARK NOT FOUND.
 AX2215
 AX2215                          STATION RECOVERY (2005)
 AX2215
 AX2215'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2215'RECOVERED IN GOOD CONDITION.
 AX2215
 AX2215                          STATION RECOVERY (2006)
 AX2215
 AX2215'RECOVERY NOTE BY US POWER SQUADRON 2006 (GS)
 AX2215'MONUMENT IS LOCATED ON FM 671 0.6 MILES SOUTH OF JUNCTION AT 183 AND
 AX2215'FM 671, APPROXIMATELY 5.2 MILES FROM COUNTY COURTHOUSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1393 ***********************************************************************
 AX1393  DESIGNATION -  P 822
 AX1393  PID         -  AX1393
 AX1393  STATE/COUNTY-  TX/GONZALES
 AX1393  USGS QUAD   -  WAELDER (1981)
 AX1393
 AX1393                         *CURRENT SURVEY CONTROL
 AX1393  ___________________________________________________________________
 AX1393* NAD 83(1986)-  29 41 33.     (N)    097 17 52.     (W)     SCALED    
 AX1393* NAVD 88     -       113.57   (+/-2cm)     372.6    (feet)  VERTCON   
 AX1393  ___________________________________________________________________
 AX1393  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AX1393
 AX1393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1393
 AX1393.The horizontal coordinates were scaled from a topographic map and have
 AX1393.an estimated accuracy of +/- 6 seconds.
 AX1393
 AX1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1393.The vertical order pertains to the NGVD 29 superseded value.
 AX1393
 AX1393.The geoid height was determined by GEOID03.
 AX1393
 AX1393;                    North         East    Units  Estimated Accuracy
 AX1393;SPC TXSC     - 4,207,250.      764,720.      MT  (+/- 180 meters Scaled)
 AX1393
 AX1393                          SUPERSEDED SURVEY CONTROL
 AX1393
 AX1393  NGVD 29 (??/??/92)  113.524  (m)          372.45   (f) ADJ UNCH    2 0
 AX1393
 AX1393.Superseded values are not recommended for survey control.
 AX1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1393.See file dsdata.txt to determine how the superseded data were derived.
 AX1393
 AX1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT646859(NAD 83)
 AX1393_MARKER: DB = BENCH MARK DISK
 AX1393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1393_SP_SET: FOOTING
 AX1393_STAMPING: P 822 1943
 AX1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1393
 AX1393  HISTORY     - Date     Condition        Report By
 AX1393  HISTORY     - 1943     MONUMENTED       CGS
 AX1393  HISTORY     - 1988     GOOD             USPSQD
 AX1393  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1393
 AX1393                          STATION DESCRIPTION
 AX1393
 AX1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1393'IN WAELDER.
 AX1393'AT WAELDER, GONZALES COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, AT
 AX1393'A RAILROAD PUMP TOWER, IN THE TOP OF THE NORTHWEST CORNER OF THE
 AX1393'NORTHWEST CONCRETE FOOTING, 130 FEET EAST OF THE MAIN TRACK, AND 36
 AX1393'FEET EAST OF THE CENTERLINE OF AN EAST-AND-WEST STREET.  A STANDARD
 AX1393'DISK, STAMPED P 822 1943.
 AX1393
 AX1393                          STATION RECOVERY (1988)
 AX1393
 AX1393'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1393'RECOVERED IN GOOD CONDITION.
 AX1393
 AX1393                          STATION RECOVERY (2005)
 AX1393
 AX1393'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1439 ***********************************************************************
 AX1439  DESIGNATION -  P 823
 AX1439  PID         -  AX1439
 AX1439  STATE/COUNTY-  TX/BASTROP
 AX1439  USGS QUAD   -  TOGO (1981)
 AX1439
 AX1439                         *CURRENT SURVEY CONTROL
 AX1439  ___________________________________________________________________
 AX1439* NAD 83(1986)-  29 55 30.     (N)    097 13 15.     (W)     SCALED    
 AX1439* NAVD 88     -       128.00   (+/-2cm)     419.9    (feet)  VERTCON   
 AX1439  ___________________________________________________________________
 AX1439  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AX1439
 AX1439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1439
 AX1439.The horizontal coordinates were scaled from a topographic map and have
 AX1439.an estimated accuracy of +/- 6 seconds.
 AX1439
 AX1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1439.The vertical order pertains to the NGVD 29 superseded value.
 AX1439
 AX1439.The geoid height was determined by GEOID03.
 AX1439
 AX1439;                    North         East    Units  Estimated Accuracy
 AX1439;SPC TX C     - 3,032,840.    1,000,520.      MT  (+/- 180 meters Scaled)
 AX1439
 AX1439                          SUPERSEDED SURVEY CONTROL
 AX1439
 AX1439  NGVD 29 (??/??/92)  127.95   (m)          419.8    (f) COMPUTED    2 0
 AX1439
 AX1439.Superseded values are not recommended for survey control.
 AX1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1439.See file dsdata.txt to determine how the superseded data were derived.
 AX1439
 AX1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU717118(NAD 83)
 AX1439_MARKER: DB = BENCH MARK DISK
 AX1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1439_STAMPING: P 823 1943
 AX1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1439+STABILITY: SURFACE MOTION
 AX1439
 AX1439  HISTORY     - Date     Condition        Report By
 AX1439  HISTORY     - 1943     MONUMENTED       CGS
 AX1439  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1439
 AX1439                          STATION DESCRIPTION
 AX1439
 AX1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1439'1.9 MI S FROM TOGO SIDING.
 AX1439'1.9 MILES SOUTH ALONG A GRADED ROAD LEADING TO CISTERN FROM THE
 AX1439'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT TOGO SIDING,
 AX1439'BASTROP COUNTY, 0.1 MILE SOUTH OF A DIP IN THE ROAD, 0.1 MILE NORTH OF
 AX1439'A SMALL ROAD CURVE, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 AX1439'WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 AX1439'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 AX1439'P 823 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AX1439'ABOVE GROUND.
 AX1439
 AX1439                          STATION RECOVERY (1964)
 AX1439
 AX1439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1352 ***********************************************************************
 AX1352  DESIGNATION -  P 824
 AX1352  PID         -  AX1352
 AX1352  STATE/COUNTY-  TX/GONZALES
 AX1352  USGS QUAD   -  WAELDER (1981)
 AX1352
 AX1352                         *CURRENT SURVEY CONTROL
 AX1352  ___________________________________________________________________
 AX1352* NAD 83(1986)-  29 41 44.     (N)    097 18 24.     (W)     SCALED    
 AX1352* NAVD 88     -       112.04   (+/-2cm)     367.6    (feet)  VERTCON   
 AX1352  ___________________________________________________________________
 AX1352  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AX1352
 AX1352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1352
 AX1352.The horizontal coordinates were scaled from a topographic map and have
 AX1352.an estimated accuracy of +/- 6 seconds.
 AX1352
 AX1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1352.The vertical order pertains to the NGVD 29 superseded value.
 AX1352
 AX1352.The geoid height was determined by GEOID03.
 AX1352
 AX1352;                    North         East    Units  Estimated Accuracy
 AX1352;SPC TXSC     - 4,207,570.      763,860.      MT  (+/- 180 meters Scaled)
 AX1352
 AX1352                          SUPERSEDED SURVEY CONTROL
 AX1352
 AX1352  NGVD 29 (??/??/92)  111.994  (m)          367.43   (f) ADJ UNCH    2 0
 AX1352
 AX1352.Superseded values are not recommended for survey control.
 AX1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1352.See file dsdata.txt to determine how the superseded data were derived.
 AX1352
 AX1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT638862(NAD 83)
 AX1352_MARKER: DB = BENCH MARK DISK
 AX1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1352_SP_SET: BRIDGE ABUTMENT
 AX1352_STAMPING: P 824 1943
 AX1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1352+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1352
 AX1352  HISTORY     - Date     Condition        Report By
 AX1352  HISTORY     - 1943     MONUMENTED       CGS
 AX1352  HISTORY     - 1971     GOOD             NGS
 AX1352  HISTORY     - 1987     GOOD             USPSQD
 AX1352  HISTORY     - 1988     GOOD             USPSQD
 AX1352  HISTORY     - 20050318 GOOD             USPSQD
 AX1352
 AX1352                          STATION DESCRIPTION
 AX1352
 AX1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1352'0.4 MI W FROM WAELDER.
 AX1352'0.4 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE CITY WATER TANK AT
 AX1352'WAELDER, GONZALES COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE
 AX1352'SOUTH END OF THE EAST ABUTMENT, 21 FEET SOUTH OF THE CENTERLINE OF THE
 AX1352'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 AX1352'STAMPED P 824 1943.
 AX1352
 AX1352                          STATION RECOVERY (1971)
 AX1352
 AX1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1352'RECOVERED IN GOOD CONDITION.
 AX1352
 AX1352                          STATION RECOVERY (1987)
 AX1352
 AX1352'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1352'RECOVERED IN GOOD CONDITION.
 AX1352
 AX1352                          STATION RECOVERY (1988)
 AX1352
 AX1352'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1352'RECOVERED IN GOOD CONDITION.
 AX1352
 AX1352                          STATION RECOVERY (2005)
 AX1352
 AX1352'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1279 ***********************************************************************
 AX1279  DESIGNATION -  P 825
 AX1279  PID         -  AX1279
 AX1279  STATE/COUNTY-  TX/FAYETTE
 AX1279  USGS QUAD   -  FLATONIA (1981)
 AX1279
 AX1279                         *CURRENT SURVEY CONTROL
 AX1279  ___________________________________________________________________
 AX1279* NAD 83(1986)-  29 43 09.     (N)    097 06 48.     (W)     SCALED    
 AX1279* NAVD 88     -       117.78   (+/-2cm)     386.4    (feet)  VERTCON   
 AX1279  ___________________________________________________________________
 AX1279  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AX1279
 AX1279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1279
 AX1279.The horizontal coordinates were scaled from a topographic map and have
 AX1279.an estimated accuracy of +/- 6 seconds.
 AX1279
 AX1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1279.The vertical order pertains to the NGVD 29 superseded value.
 AX1279
 AX1279.The geoid height was determined by GEOID03.
 AX1279
 AX1279;                    North         East    Units  Estimated Accuracy
 AX1279;SPC TXSC     - 4,210,470.      782,520.      MT  (+/- 180 meters Scaled)
 AX1279
 AX1279                          SUPERSEDED SURVEY CONTROL
 AX1279
 AX1279  NGVD 29 (??/??/92)  117.74   (m)          386.3    (f) COMPUTED    2 0
 AX1279
 AX1279.Superseded values are not recommended for survey control.
 AX1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1279.See file dsdata.txt to determine how the superseded data were derived.
 AX1279
 AX1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT824891(NAD 83)
 AX1279_MARKER: DB = BENCH MARK DISK
 AX1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1279_SP_SET: CULVERT
 AX1279_STAMPING: P 825 1943
 AX1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1279
 AX1279  HISTORY     - Date     Condition        Report By
 AX1279  HISTORY     - 1943     MONUMENTED       CGS
 AX1279  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1279  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1279  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1279  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX1279
 AX1279                          STATION DESCRIPTION
 AX1279
 AX1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1279'2.2 MI N FROM FLATONIA.
 AX1279'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 95 AND U. S.
 AX1279'HIGHWAY NUMBER 90 AT FLATONIA, PROCEED NORTHERLY ON STATE HIGHWAY
 AX1279'NUMBER 95 AND GO 2.2 MILES TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1279'HORIZONTALLY IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 AX1279'CONCRETE CULVERT UNDER THE SOUTHERN PACIFIC RAILROAD, IT IS ABOUT 0.3
 AX1279'MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY NUMBER 95 AND THE
 AX1279'RAILROAD, ABOUT 300 FEET WEST OF THE CENTER-LINE OF STATE HIGHWAY
 AX1279'NUMBER 95, 14 FEET EAST OF AND ABOUT 4.0 FEET BELOW THE CENTER-LINE OF
 AX1279'THE RAILROAD.
 AX1279
 AX1279                          STATION RECOVERY (1965)
 AX1279
 AX1279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1279'MARK NOT FOUND.
 AX1279
 AX1279                          STATION RECOVERY (1991)
 AX1279
 AX1279'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX1279'MARK NOT FOUND.
 AX1279
 AX1279                          STATION RECOVERY (1997)
 AX1279
 AX1279'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1279'MARK NOT FOUND.
 AX1279
 AX1279                          STATION RECOVERY (2004)
 AX1279
 AX1279'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1833 ***********************************************************************
 AX1833  DESIGNATION -  P 826
 AX1833  PID         -  AX1833
 AX1833  STATE/COUNTY-  TX/GONZALES
 AX1833  USGS QUAD   -  HAMON (1987)
 AX1833
 AX1833                         *CURRENT SURVEY CONTROL
 AX1833  ___________________________________________________________________
 AX1833* NAD 83(1986)-  29 24 42.     (N)    097 16 19.     (W)     SCALED    
 AX1833* NAVD 88     -        88.31   (+/-2cm)     289.7    (feet)  VERTCON   
 AX1833  ___________________________________________________________________
 AX1833  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AX1833
 AX1833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1833
 AX1833.The horizontal coordinates were scaled from a topographic map and have
 AX1833.an estimated accuracy of +/- 6 seconds.
 AX1833
 AX1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1833.The vertical order pertains to the NGVD 29 superseded value.
 AX1833
 AX1833.The geoid height was determined by GEOID03.
 AX1833
 AX1833;                    North         East    Units  Estimated Accuracy
 AX1833;SPC TXSC     - 4,176,160.      767,680.      MT  (+/- 180 meters Scaled)
 AX1833
 AX1833                          SUPERSEDED SURVEY CONTROL
 AX1833
 AX1833  NGVD 29 (??/??/92)   88.287  (m)          289.65   (f) ADJ UNCH    2 0
 AX1833
 AX1833.Superseded values are not recommended for survey control.
 AX1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1833.See file dsdata.txt to determine how the superseded data were derived.
 AX1833
 AX1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT676548(NAD 83)
 AX1833_MARKER: DB = BENCH MARK DISK
 AX1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1833_STAMPING: P 826 1943
 AX1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1833+STABILITY: SURFACE MOTION
 AX1833
 AX1833  HISTORY     - Date     Condition        Report By
 AX1833  HISTORY     - 1943     MONUMENTED       CGS
 AX1833  HISTORY     - 1959     GOOD             USGS
 AX1833
 AX1833                          STATION DESCRIPTION
 AX1833
 AX1833'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX1833'7 MI SW FROM SHINER.
 AX1833'IN GONZALES COUNTY, 5.9 MILES WEST ALONG U. S. HIGHWAY 90 A FROM THE
 AX1833'CITY HALL AT SHINER, LAVACA COUNTY, THENCE 3.6 MILES SOUTH ALONG
 AX1833'FARM-TO-MARKET ROAD 443.  580 FEET NORTH OF THE JUNCTION OF A GRAVEL
 AX1833'ROAD LEADING EAST, 124 FEET EAST OF THE CENTERLINE OF THE ROAD, 150
 AX1833'FEET SOUTHEAST OF A LARGE OAK TREE AT THE EDGE OF THE ROAD, 2 FEET
 AX1833'WEST OF A FENCE LINE, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  THE
 AX1833'CONCRETE POST PROJECTS 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1516 ***********************************************************************
 AX1516  DESIGNATION -  P 827
 AX1516  PID         -  AX1516
 AX1516  STATE/COUNTY-  TX/GONZALES
 AX1516  USGS QUAD   -  MOULTON (1981)
 AX1516
 AX1516                         *CURRENT SURVEY CONTROL
 AX1516  ___________________________________________________________________
 AX1516* NAD 83(1986)-  29 33 19.     (N)    097 13 16.     (W)     SCALED    
 AX1516* NAVD 88     -       136.01   (+/-2cm)     446.2    (feet)  VERTCON   
 AX1516  ___________________________________________________________________
 AX1516  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AX1516
 AX1516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1516
 AX1516.The horizontal coordinates were scaled from a topographic map and have
 AX1516.an estimated accuracy of +/- 6 seconds.
 AX1516
 AX1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1516.The vertical order pertains to the NGVD 29 superseded value.
 AX1516
 AX1516.The geoid height was determined by GEOID03.
 AX1516
 AX1516;                    North         East    Units  Estimated Accuracy
 AX1516;SPC TXSC     - 4,192,150.      772,370.      MT  (+/- 180 meters Scaled)
 AX1516
 AX1516                          SUPERSEDED SURVEY CONTROL
 AX1516
 AX1516  NGVD 29 (??/??/92)  135.97   (m)          446.1    (f) COMPUTED    2 0
 AX1516
 AX1516.Superseded values are not recommended for survey control.
 AX1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1516.See file dsdata.txt to determine how the superseded data were derived.
 AX1516
 AX1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT723708(NAD 83)
 AX1516_MARKER: DB = BENCH MARK DISK
 AX1516_SETTING: 66 = SET IN ROCK OUTCROP
 AX1516_SP_SET: ROCK OUTCROP
 AX1516_STAMPING: P 827 1943
 AX1516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX1516+STABILITY: POSITION/ELEVATION WELL
 AX1516
 AX1516  HISTORY     - Date     Condition        Report By
 AX1516  HISTORY     - 1943     MONUMENTED       CGS
 AX1516  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX1516
 AX1516                          STATION DESCRIPTION
 AX1516
 AX1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1516'5.8 MI W FROM MOULTON.
 AX1516'IN GONZALES COUNTY, 5.8 MILES WEST OF MOULTON, LAVACA COUNTY.  THIS
 AX1516'BENCH MARK MAY BE REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD
 AX1516'STATION BY GOING 0.3 MILE WEST ALONG MOORE AVENUE, TURN LEFT AND GO
 AX1516'0.8 MILE SOUTH ALONG A GRADED ROAD, AND TURN RIGHT AND GO 4.7 MILES
 AX1516'WEST ALONG THE GONZALES ROAD.  IT IS 0.3 MILE NORTHWEST OF THE BRICK
 AX1516'SCHOOL AT NICKEL, 0.1 MILE WEST OF THE INTERSECTION OF THE NICKEL
 AX1516'SCHOOL ROAD, 50 FEET WEST OF THE CENTERLINE OF A PRIVATE DRIVE, 33
 AX1516'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT A ROCK OUTCROP, IN THE
 AX1516'TOP OF A PROJECTION OF THE OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE
 AX1516'ROAD.  A STANDARD DISK, STAMPED P 827 1943.
 AX1516
 AX1516                          STATION RECOVERY (1962)
 AX1516
 AX1516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX1516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0229 ***********************************************************************
 AY0229  DESIGNATION -  P 828
 AY0229  PID         -  AY0229
 AY0229  STATE/COUNTY-  TX/WILSON
 AY0229  USGS QUAD   -  FLORESVILLE (1973)
 AY0229
 AY0229                         *CURRENT SURVEY CONTROL
 AY0229  ___________________________________________________________________
 AY0229* NAD 83(1986)-  29 09 47.     (N)    098 11 26.     (W)     SCALED    
 AY0229* NAVD 88     -       125.269  (meters)     410.99   (feet)  ADJUSTED  
 AY0229  ___________________________________________________________________
 AY0229  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY0229  DYNAMIC HT  -         125.091 (meters)     410.40  (feet)  COMP
 AY0229  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 AY0229
 AY0229  VERT ORDER  -  FIRST     CLASS II
 AY0229
 AY0229.The horizontal coordinates were scaled from a topographic map and have
 AY0229.an estimated accuracy of +/- 6 seconds.
 AY0229
 AY0229.The orthometric height was determined by differential leveling
 AY0229.and adjusted by the National Geodetic Survey in June 1991..
 AY0229
 AY0229.The geoid height was determined by GEOID03.
 AY0229
 AY0229.The dynamic height is computed by dividing the NAVD 88
 AY0229.geopotential number by the normal gravity value computed on the
 AY0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0229.degrees latitude (g = 980.6199 gals.).
 AY0229
 AY0229.The modeled gravity was interpolated from observed gravity values.
 AY0229
 AY0229;                    North         East    Units  Estimated Accuracy
 AY0229;SPC TXSC     - 4,147,640.      678,740.      MT  (+/- 180 meters Scaled)
 AY0229
 AY0229                          SUPERSEDED SURVEY CONTROL
 AY0229
 AY0229  NGVD 29 (??/??/92)  125.211  (m)          410.80   (f) ADJ UNCH    1 2
 AY0229
 AY0229.Superseded values are not recommended for survey control.
 AY0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0229.See file dsdata.txt to determine how the superseded data were derived.
 AY0229
 AY0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT787263(NAD 83)
 AY0229_MARKER: DB = BENCH MARK DISK
 AY0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0229_STAMPING: P 828 1943
 AY0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0229+STABILITY: SURFACE MOTION
 AY0229
 AY0229  HISTORY     - Date     Condition        Report By
 AY0229  HISTORY     - 1943     MONUMENTED       CGS
 AY0229
 AY0229                          STATION DESCRIPTION
 AY0229
 AY0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0229'2.8 MI NW FROM FLORESVILLE.
 AY0229'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0229'STATION AT FLORESVILLE-- PROCEED 2.8 MILES NORTHWESTERLY ALONG THE
 AY0229'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 400.0 FEET
 AY0229'NORTHWEST OF CONCRETE RAILROAD CULVERT NO.26.93, AND 40.0 FEET
 AY0229'NORTHEAST OF AND ABOUT 7.0 FEET ABOVE THE CENTERLINE OF TRACK.  IT IS
 AY0229'8.0 SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 7.2 FEET NORTH OF THE FOURTH
 AY0229'POLE (ABOUT 0.15 MILE) NORTHWEST OF MILEPOST 27, AND 2.5 FEET
 AY0229'SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2
 AY0229'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1985 ***********************************************************************
 AX1985  DESIGNATION -  P 829
 AX1985  PID         -  AX1985
 AX1985  STATE/COUNTY-  TX/WILSON
 AX1985  USGS QUAD   -  STOCKDALE (1987)
 AX1985
 AX1985                         *CURRENT SURVEY CONTROL
 AX1985  ___________________________________________________________________
 AX1985* NAD 83(1986)-  29 14 37.     (N)    097 59 30.     (W)     SCALED    
 AX1985* NAVD 88     -       133.87   (+/-2cm)     439.2    (feet)  VERTCON   
 AX1985  ___________________________________________________________________
 AX1985  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AX1985
 AX1985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1985
 AX1985.The horizontal coordinates were scaled from a topographic map and have
 AX1985.an estimated accuracy of +/- 6 seconds.
 AX1985
 AX1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1985.The vertical order pertains to the NGVD 29 superseded value.
 AX1985
 AX1985.The geoid height was determined by GEOID03.
 AX1985
 AX1985;                    North         East    Units  Estimated Accuracy
 AX1985;SPC TXSC     - 4,156,720.      698,010.      MT  (+/- 180 meters Scaled)
 AX1985
 AX1985                          SUPERSEDED SURVEY CONTROL
 AX1985
 AX1985  NGVD 29 (??/??/92)  133.813  (m)          439.02   (f) ADJ UNCH    2 0
 AX1985
 AX1985.Superseded values are not recommended for survey control.
 AX1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1985.See file dsdata.txt to determine how the superseded data were derived.
 AX1985
 AX1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT979353(NAD 83)
 AX1985_MARKER: DB = BENCH MARK DISK
 AX1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1985_STAMPING: P 829 1943
 AX1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1985+STABILITY: SURFACE MOTION
 AX1985
 AX1985  HISTORY     - Date     Condition        Report By
 AX1985  HISTORY     - 1943     MONUMENTED       CGS
 AX1985  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1985
 AX1985                          STATION DESCRIPTION
 AX1985
 AX1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1985'1.8 MI W FROM STOCKDALE.
 AX1985'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1985'STATION AT STOCKDALE-- PROCEED 1.8 MILES NORTHWESTERLY ALONG THE
 AX1985'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS 48.0 FEET EAST OF THE
 AX1985'CENTERLINE OF A FARM ROAD CROSSING THE RAILROAD, AND 30.0 FEET SOUTH
 AX1985'OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF TRACK.  IT IS 20.0 FEET
 AX1985'NORTH OF THE RIGHT-OF-WAY FENCE, 6.3 FEET NORTHWEST OF MILEPOST 104,
 AX1985'AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1985'0.3 FOOT.
 AX1985
 AX1985                          STATION RECOVERY (1996)
 AX1985
 AX1985'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0093 ***********************************************************************
 CA0093  DESIGNATION -  P 83
 CA0093  PID         -  CA0093
 CA0093  STATE/COUNTY-  TX/LAMPASAS
 CA0093  USGS QUAD   -  OGLES (1959)
 CA0093
 CA0093                         *CURRENT SURVEY CONTROL
 CA0093  ___________________________________________________________________
 CA0093* NAD 83(1986)-  31 08 02.     (N)    098 16 13.     (W)     SCALED    
 CA0093* NAVD 88     -       430.260  (meters)    1411.61   (feet)  ADJUSTED  
 CA0093  ___________________________________________________________________
 CA0093  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CA0093  DYNAMIC HT  -         429.683 (meters)    1409.72  (feet)  COMP
 CA0093  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 CA0093
 CA0093  VERT ORDER  -  FIRST     CLASS II
 CA0093
 CA0093.The horizontal coordinates were scaled from a topographic map and have
 CA0093.an estimated accuracy of +/- 6 seconds.
 CA0093
 CA0093.The orthometric height was determined by differential leveling
 CA0093.and adjusted by the National Geodetic Survey in June 1991..
 CA0093
 CA0093.The geoid height was determined by GEOID03.
 CA0093
 CA0093.The dynamic height is computed by dividing the NAVD 88
 CA0093.geopotential number by the normal gravity value computed on the
 CA0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0093.degrees latitude (g = 980.6199 gals.).
 CA0093
 CA0093.The modeled gravity was interpolated from observed gravity values.
 CA0093
 CA0093;                    North         East    Units  Estimated Accuracy
 CA0093;SPC TX C     - 3,164,470.      896,720.      MT  (+/- 180 meters Scaled)
 CA0093
 CA0093                          SUPERSEDED SURVEY CONTROL
 CA0093
 CA0093  NGVD 29 (??/??/92)  430.160  (m)         1411.28   (f) ADJ UNCH    1 2
 CA0093
 CA0093.Superseded values are not recommended for survey control.
 CA0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0093.See file dsdata.txt to determine how the superseded data were derived.
 CA0093
 CA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV695446(NAD 83)
 CA0093_MARKER: DB = BENCH MARK DISK
 CA0093_SETTING: 0 = UNSPECIFIED SETTING
 CA0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0093
 CA0093  HISTORY     - Date     Condition        Report By
 CA0093  HISTORY     - UNK      MONUMENTED       CGS
 CA0093  HISTORY     - 1932     GOOD             NGS
 CA0093  HISTORY     - 1958     MARK NOT FOUND   USGS
 CA0093  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0093
 CA0093                          STATION DESCRIPTION
 CA0093
 CA0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0093'1.5 MI E FROM OGLES.
 CA0093'1.5 MILES EAST OGLES ON THE G.C. AND SANTA FE R.R., 75 FEET SOUTH OF
 CA0093'THE TRACK ON THE FENCE LINE, 10 FEET NORTH OF ROAD CURVE, AT THE WEST
 CA0093'END OF THE CUT ON THE R.R.
 CA0093
 CA0093                          STATION RECOVERY (1958)
 CA0093
 CA0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CA0093'MARK NOT FOUND.
 CA0093
 CA0093                          STATION RECOVERY (1983)
 CA0093
 CA0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0093'THERE HAS BEEN GRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1569 ***********************************************************************
 AX1569  DESIGNATION -  P 830
 AX1569  PID         -  AX1569
 AX1569  STATE/COUNTY-  TX/CALDWELL
 AX1569  USGS QUAD   -  SANDY FORK (1981)
 AX1569
 AX1569                         *CURRENT SURVEY CONTROL
 AX1569  ___________________________________________________________________
 AX1569* NAD 83(1986)-  29 44 08.     (N)    097 26 21.     (W)     SCALED    
 AX1569* NAVD 88     -       134.21   (+/-2cm)     440.3    (feet)  VERTCON   
 AX1569  ___________________________________________________________________
 AX1569  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AX1569
 AX1569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1569
 AX1569.The horizontal coordinates were scaled from a topographic map and have
 AX1569.an estimated accuracy of +/- 6 seconds.
 AX1569
 AX1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1569.The vertical order pertains to the NGVD 29 superseded value.
 AX1569
 AX1569.The geoid height was determined by GEOID03.
 AX1569
 AX1569;                    North         East    Units  Estimated Accuracy
 AX1569;SPC TXSC     - 4,211,830.      750,980.      MT  (+/- 180 meters Scaled)
 AX1569
 AX1569                          SUPERSEDED SURVEY CONTROL
 AX1569
 AX1569  NGVD 29 (??/??/92)  134.157  (m)          440.15   (f) ADJ UNCH    2 0
 AX1569
 AX1569.Superseded values are not recommended for survey control.
 AX1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1569.See file dsdata.txt to determine how the superseded data were derived.
 AX1569
 AX1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT509905(NAD 83)
 AX1569_MARKER: DB = BENCH MARK DISK
 AX1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1569_STAMPING: P 830 1943
 AX1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1569+STABILITY: SURFACE MOTION
 AX1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1569+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX1569
 AX1569  HISTORY     - Date     Condition        Report By
 AX1569  HISTORY     - 1943     MONUMENTED       CGS
 AX1569  HISTORY     - 19930808 GOOD             USPSQD
 AX1569  HISTORY     - 19990925 GOOD             USPSQD
 AX1569  HISTORY     - 20060429 GOOD             USPSQD
 AX1569
 AX1569                          STATION DESCRIPTION
 AX1569
 AX1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1569'9.5 MI NE FROM HARWOOD.
 AX1569'IN CALDWELL COUNTY, 9.5 MILES NORTHEAST OF HARWOOD, GONZALES COUNTY.
 AX1569'THIS BENCH MARK MAY BE REACHED FROM THE PUBLIC SCHOOL BY GOING 2.5
 AX1569'MILES NORTH ALONG A GRADED DIRT ROAD, TURN RIGHT AND GO 2.0 MILES
 AX1569'EAST, TURN LEFT AND GO 1.7 MILES NORTH, TURN RIGHT AND GO 2.6 MILES
 AX1569'EAST, AND TURN LEFT AND GO 0.7 MILE NORTH.  IT IS AT A DIVISION-FENCE
 AX1569'CORNER, BETWEEN A CULTIVATED FIELD AND A MESQUITE THICKET, 22 FEET
 AX1569'EAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A FENCE CORNER, 1
 AX1569'FOOT EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN
 AX1569'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED P 830
 AX1569'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1569'GROUND.
 AX1569
 AX1569                          STATION RECOVERY (1993)
 AX1569
 AX1569'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1569'RECOVERED IN GOOD CONDITION.
 AX1569
 AX1569                          STATION RECOVERY (1999)
 AX1569
 AX1569'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1569'RECOVERED IN GOOD CONDITION.
 AX1569
 AX1569                          STATION RECOVERY (2006)
 AX1569
 AX1569'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AX1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1544 ***********************************************************************
 AX1544  DESIGNATION -  P 831
 AX1544  PID         -  AX1544
 AX1544  STATE/COUNTY-  TX/FAYETTE
 AX1544  USGS QUAD   -  JEDDO (1981)
 AX1544
 AX1544                         *CURRENT SURVEY CONTROL
 AX1544  ___________________________________________________________________
 AX1544* NAD 83(1986)-  29 48 32.     (N)    097 16 41.     (W)     SCALED    
 AX1544* NAVD 88     -       137.12   (+/-2cm)     449.9    (feet)  VERTCON   
 AX1544  ___________________________________________________________________
 AX1544  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AX1544
 AX1544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1544
 AX1544.The horizontal coordinates were scaled from a topographic map and have
 AX1544.an estimated accuracy of +/- 6 seconds.
 AX1544
 AX1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1544.The vertical order pertains to the NGVD 29 superseded value.
 AX1544
 AX1544.The geoid height was determined by GEOID03.
 AX1544
 AX1544;                    North         East    Units  Estimated Accuracy
 AX1544;SPC TXSC     - 4,220,170.      766,440.      MT  (+/- 180 meters Scaled)
 AX1544
 AX1544                          SUPERSEDED SURVEY CONTROL
 AX1544
 AX1544  NGVD 29 (??/??/92)  137.064  (m)          449.68   (f) ADJ UNCH    2 0
 AX1544
 AX1544.Superseded values are not recommended for survey control.
 AX1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1544.See file dsdata.txt to determine how the superseded data were derived.
 AX1544
 AX1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT664988(NAD 83)
 AX1544_MARKER: DB = BENCH MARK DISK
 AX1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1544_STAMPING: P 831 1943
 AX1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1544+STABILITY: SURFACE MOTION
 AX1544
 AX1544  HISTORY     - Date     Condition        Report By
 AX1544  HISTORY     - 1943     MONUMENTED       CGS
 AX1544  HISTORY     - 19970607 GOOD             USPSQD
 AX1544
 AX1544                          STATION DESCRIPTION
 AX1544
 AX1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1544'2.5 MI E FROM JEDDO.
 AX1544'IN FAYETTE COUNTY, 2.5 MILES EAST ALONG A GRADED ROAD LEADING TO
 AX1544'CISTERN FROM THE GENERAL STORE AT JEDDO, BASTROP COUNTY, 3.7 MILES
 AX1544'WEST OF THE ROAD INTERSECTION AT CISTERN, FAYETTE COUNTY, AT A ROAD
 AX1544'CURVE, ABOUT 100 FEET WEST OF THE WEST END OF THE CURVE, 20 FEET SOUTH
 AX1544'OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 AX1544'3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 AX1544'STANDARD DISK, STAMPED P 831 1943 AND SET IN THE TOP OF A CONCRETE
 AX1544'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1544
 AX1544                          STATION RECOVERY (1997)
 AX1544
 AX1544'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2368 ***********************************************************************
 AX2368  DESIGNATION -  P 834
 AX2368  PID         -  AX2368
 AX2368  STATE/COUNTY-  TX/GONZALES
 AX2368  USGS QUAD   -  BELMONT (1994)
 AX2368
 AX2368                         *CURRENT SURVEY CONTROL
 AX2368  ___________________________________________________________________
 AX2368* NAD 83(1986)-  29 30 39.     (N)    097 38 03.     (W)     SCALED    
 AX2368* NAVD 88     -       123.18   (+/-2cm)     404.1    (feet)  VERTCON   
 AX2368  ___________________________________________________________________
 AX2368  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX2368
 AX2368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2368
 AX2368.The horizontal coordinates were scaled from a topographic map and have
 AX2368.an estimated accuracy of +/- 6 seconds.
 AX2368
 AX2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2368.The vertical order pertains to the NGVD 29 superseded value.
 AX2368
 AX2368.The geoid height was determined by GEOID03.
 AX2368
 AX2368;                    North         East    Units  Estimated Accuracy
 AX2368;SPC TXSC     - 4,186,690.      732,410.      MT  (+/- 180 meters Scaled)
 AX2368
 AX2368                          SUPERSEDED SURVEY CONTROL
 AX2368
 AX2368  NGVD 29 (??/??/92)  123.137  (m)          403.99   (f) ADJ UNCH    2 0
 AX2368
 AX2368.Superseded values are not recommended for survey control.
 AX2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2368.See file dsdata.txt to determine how the superseded data were derived.
 AX2368
 AX2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT323653(NAD 83)
 AX2368_MARKER: DB = BENCH MARK DISK
 AX2368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2368_SP_SET: CULVERT
 AX2368_STAMPING: P 834 1943
 AX2368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2368
 AX2368  HISTORY     - Date     Condition        Report By
 AX2368  HISTORY     - 1943     MONUMENTED       CGS
 AX2368  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2368  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2368
 AX2368                          STATION DESCRIPTION
 AX2368
 AX2368'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2368'3.2 MI E FROM BELMONT.
 AX2368'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 3 AND NO. 80 AT
 AX2368'BELMONT PROCEED 3.2 MI. E. ALONG STATE HIGHWAY NO. 3 TO SITE OF BM.
 AX2368'BENCH MARK IS ON THE INSIDE OF A SMALL CURVE, 13 FEET S. OF AND ABOUT
 AX2368'1.5 FEET BELOW THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE
 AX2368'E. END OF THE S. HEADWALL OF A CONCRETE CULVERT.
 AX2368
 AX2368                          STATION RECOVERY (2003)
 AX2368
 AX2368'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2356 ***********************************************************************
 AX2356  DESIGNATION -  P 835
 AX2356  PID         -  AX2356
 AX2356  STATE/COUNTY-  TX/GONZALES
 AX2356  USGS QUAD   -  BELMONT (1994)
 AX2356
 AX2356                         *CURRENT SURVEY CONTROL
 AX2356  ___________________________________________________________________
 AX2356* NAD 83(1986)-  29 34 16.     (N)    097 40 08.     (W)     SCALED    
 AX2356* NAVD 88     -       169.09   (+/-2cm)     554.8    (feet)  VERTCON   
 AX2356  ___________________________________________________________________
 AX2356  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2356
 AX2356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2356
 AX2356.The horizontal coordinates were scaled from a topographic map and have
 AX2356.an estimated accuracy of +/- 6 seconds.
 AX2356
 AX2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2356.The vertical order pertains to the NGVD 29 superseded value.
 AX2356
 AX2356.The geoid height was determined by GEOID03.
 AX2356
 AX2356;                    North         East    Units  Estimated Accuracy
 AX2356;SPC TXSC     - 4,193,330.      728,960.      MT  (+/- 180 meters Scaled)
 AX2356
 AX2356                          SUPERSEDED SURVEY CONTROL
 AX2356
 AX2356  NGVD 29 (??/??/92)  169.032  (m)          554.57   (f) ADJ UNCH    2 0
 AX2356
 AX2356.Superseded values are not recommended for survey control.
 AX2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2356.See file dsdata.txt to determine how the superseded data were derived.
 AX2356
 AX2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT289720(NAD 83)
 AX2356_MARKER: DB = BENCH MARK DISK
 AX2356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2356_SP_SET: CULVERT
 AX2356_STAMPING: P 835 1943
 AX2356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2356
 AX2356  HISTORY     - Date     Condition        Report By
 AX2356  HISTORY     - 1943     MONUMENTED       CGS
 AX2356  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2356
 AX2356                          STATION DESCRIPTION
 AX2356
 AX2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2356'3.45 MI N FROM BELMONT.
 AX2356'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2356'BELMONT, PROCEED 3.45 MI. N. ALONG STATE HIGHWAY NO. 80 TO SITE OF BM.
 AX2356'BENCH MARK IS ABOUT 0.35 MI. N. OF A CONCRETE CULVERT, AND ABOUT 0.15
 AX2356'MILE N. OF A WOODEN GATE AND A FARM ROAD INTERSECTION LEADING W. IT IS
 AX2356'56 FEET E. OF AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF HIGHWAY 1 FOOT
 AX2356'W. OF THE RIGHT-OF-WAY FENCE, AND 3.3 FEET N. OF A 4X4 INCH WOODEN
 AX2356'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AX2356
 AX2356                          STATION RECOVERY (1987)
 AX2356
 AX2356'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2089 ***********************************************************************
 AX2089  DESIGNATION -  P 836
 AX2089  PID         -  AX2089
 AX2089  STATE/COUNTY-  TX/GONZALES
 AX2089  USGS QUAD   -  NIXON (1987)
 AX2089
 AX2089                         *CURRENT SURVEY CONTROL
 AX2089  ___________________________________________________________________
 AX2089* NAD 83(1986)-  29 18 05.     (N)    097 45 43.     (W)     SCALED    
 AX2089* NAVD 88     -       100.88   (+/-2cm)     331.0    (feet)  VERTCON   
 AX2089  ___________________________________________________________________
 AX2089  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2089
 AX2089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2089
 AX2089.The horizontal coordinates were scaled from a topographic map and have
 AX2089.an estimated accuracy of +/- 6 seconds.
 AX2089
 AX2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2089.The vertical order pertains to the NGVD 29 superseded value.
 AX2089
 AX2089.The geoid height was determined by GEOID03.
 AX2089
 AX2089;                    North         East    Units  Estimated Accuracy
 AX2089;SPC TXSC     - 4,163,340.      720,260.      MT  (+/- 180 meters Scaled)
 AX2089
 AX2089                          SUPERSEDED SURVEY CONTROL
 AX2089
 AX2089  NGVD 29 (??/??/92)  100.837  (m)          330.83   (f) ADJ UNCH    2 0
 AX2089
 AX2089.Superseded values are not recommended for survey control.
 AX2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2089.See file dsdata.txt to determine how the superseded data were derived.
 AX2089
 AX2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT202420(NAD 83)
 AX2089_MARKER: DB = BENCH MARK DISK
 AX2089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2089_SP_SET: BRIDGE ABUTMENT
 AX2089_STAMPING: P 836
 AX2089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2089
 AX2089  HISTORY     - Date     Condition        Report By
 AX2089  HISTORY     - UNK      MONUMENTED       CGS
 AX2089  HISTORY     - 1943     GOOD             NGS
 AX2089  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2089
 AX2089                          STATION DESCRIPTION
 AX2089
 AX2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2089'2.3 MI N FROM NIXON.
 AX2089'TO REACH FROM THE NIXON STATE BANK AT NIXON, PROCEED 2.3 MI. N. ALONG
 AX2089'STATE HIGHWAY NO.80 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5
 AX2089'MI. S. OF A DIRT ROAD INTERSECTION LEADING E., AND ABOUT 150 FEET S.
 AX2089'OF A DIRT ROAD INTERSECTION LEADING W.  IT 13 FEET W. OF AND ABOUT THE
 AX2089'SAME ELEVATION AS THE CENTERLINE OF HIGHWAY AND SET HORIZONTALLY IN
 AX2089'THE W. END OF THE S. ABUTMENT OF A CONCRETE BRIDGE OVER MURRAY CREEK.
 AX2089
 AX2089                          STATION RECOVERY (2003)
 AX2089
 AX2089'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2090 ***********************************************************************
 AX2090  DESIGNATION -  P 836 RESET 1972
 AX2090  PID         -  AX2090
 AX2090  STATE/COUNTY-  TX/GONZALES
 AX2090  USGS QUAD   -  NIXON (1987)
 AX2090
 AX2090                         *CURRENT SURVEY CONTROL
 AX2090  ___________________________________________________________________
 AX2090* NAD 83(1986)-  29 18 04.     (N)    097 45 44.     (W)     SCALED    
 AX2090* NAVD 88     -       100.20   (+/-2cm)     328.7    (feet)  VERTCON   
 AX2090  ___________________________________________________________________
 AX2090  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2090
 AX2090  VERT ORDER  -  THIRD (See Below)
 AX2090
 AX2090.The horizontal coordinates were scaled from a topographic map and have
 AX2090.an estimated accuracy of +/- 6 seconds.
 AX2090
 AX2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2090.The vertical order pertains to the NGVD 29 superseded value.
 AX2090
 AX2090.The geoid height was determined by GEOID03.
 AX2090
 AX2090;                    North         East    Units  Estimated Accuracy
 AX2090;SPC TXSC     - 4,163,310.      720,240.      MT  (+/- 180 meters Scaled)
 AX2090
 AX2090                          SUPERSEDED SURVEY CONTROL
 AX2090
 AX2090  NGVD 29 (01/29/03)  100.16   (m)          328.6    (f) RESET       3  
 AX2090
 AX2090.Superseded values are not recommended for survey control.
 AX2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2090.See file dsdata.txt to determine how the superseded data were derived.
 AX2090
 AX2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT202419(NAD 83)
 AX2090_MARKER: DB = BENCH MARK DISK
 AX2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2090_STAMPING: P 836 RESET 1972
 AX2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2090+STABILITY: SURFACE MOTION
 AX2090
 AX2090  HISTORY     - Date     Condition        Report By
 AX2090  HISTORY     - 1972     MONUMENTED       NGS
 AX2090  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2090
 AX2090                          STATION DESCRIPTION
 AX2090
 AX2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX2090'2 MI N FROM NIXON.
 AX2090'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 80 IN
 AX2090'NIXON, GO NORTH ON STATE HIGHWAY 80 FOR 2.3 MILES TO MARK ON THE LEFT.
 AX2090'THIS IS JUST BEFORE REACHING BRIDGE.  A STANDARD BENCH MARK DISK SET
 AX2090'IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 6-INCHES AND IS
 AX2090'STAMPED P 836 RESET 1972.  IT IS ABOUT 260 FEET SOUTH OF THE SOUTH END
 AX2090'OF BRIDGE, 95 FEET WEST OF THE CENTER LINE OF HIGHWAY, 26 FEET
 AX2090'SOUTHWEST OF A HI-LINE POLE, 1.8 FEET NORTH OF A METAL WITNESS POST
 AX2090'AND 1-FOOT EAST OF FENCE-LINE.
 AX2090
 AX2090                          STATION RECOVERY (2003)
 AX2090
 AX2090'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2047 ***********************************************************************
 AX2047  DESIGNATION -  P 837
 AX2047  PID         -  AX2047
 AX2047  STATE/COUNTY-  TX/GONZALES
 AX2047  USGS QUAD   -  DEWVILLE (1987)
 AX2047
 AX2047                         *CURRENT SURVEY CONTROL
 AX2047  ___________________________________________________________________
 AX2047* NAD 83(1986)-  29 22 57.     (N)    097 48 27.     (W)     SCALED    
 AX2047* NAVD 88     -       134.24   (+/-2cm)     440.4    (feet)  VERTCON   
 AX2047  ___________________________________________________________________
 AX2047  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX2047
 AX2047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2047
 AX2047.The horizontal coordinates were scaled from a topographic map and have
 AX2047.an estimated accuracy of +/- 6 seconds.
 AX2047
 AX2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2047.The vertical order pertains to the NGVD 29 superseded value.
 AX2047
 AX2047.The geoid height was determined by GEOID03.
 AX2047
 AX2047;                    North         East    Units  Estimated Accuracy
 AX2047;SPC TXSC     - 4,172,280.      715,750.      MT  (+/- 180 meters Scaled)
 AX2047
 AX2047                          SUPERSEDED SURVEY CONTROL
 AX2047
 AX2047  NGVD 29 (??/??/92)  134.184  (m)          440.24   (f) ADJ UNCH    2 0
 AX2047
 AX2047.Superseded values are not recommended for survey control.
 AX2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2047.See file dsdata.txt to determine how the superseded data were derived.
 AX2047
 AX2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT157509(NAD 83)
 AX2047_MARKER: DB = BENCH MARK DISK
 AX2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2047_STAMPING: P 837 1943
 AX2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2047+STABILITY: SURFACE MOTION
 AX2047
 AX2047  HISTORY     - Date     Condition        Report By
 AX2047  HISTORY     - 1943     MONUMENTED       CGS
 AX2047  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2047
 AX2047                          STATION DESCRIPTION
 AX2047
 AX2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2047'5.5 MI SW FROM LEESVILLE.
 AX2047'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 5.5 MI. W. ALONG THE
 AX2047'LEESVILLE-DEWVILLE ROAD TO A TRACK ROAD INTERSECTION LEADING N.W. AND
 AX2047'TO SITE OF BENCH MARK.  BENCH MARK IS 60 FEET N.W. OF THE CENTERLINE
 AX2047'OF THE LEESVILLE-DEWVILLE ROAD AND 24 FEET S.W. OF AND ABOUT THE SAME
 AX2047'ELEVATION AS THE CENTERLINE OF THE TRACK ROAD, 9.2 FEET N.W. OF A
 AX2047'FENCE CORNER, 0.8 FOOT N.E. OF THE RIGHT-OF-WAY FENCE, AND 3 FEET
 AX2047'NORTHWEST OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AX2047'FOOT.
 AX2047
 AX2047                          STATION RECOVERY (2003)
 AX2047
 AX2047'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1683 ***********************************************************************
 AX1683  DESIGNATION -  P 838
 AX1683  PID         -  AX1683
 AX1683  STATE/COUNTY-  TX/DE WITT
 AX1683  USGS QUAD   -  EDGAR (1987)
 AX1683
 AX1683                         *CURRENT SURVEY CONTROL
 AX1683  ___________________________________________________________________
 AX1683* NAD 83(1986)-  29 10 34.     (N)    097 07 55.     (W)     SCALED    
 AX1683* NAVD 88     -        66.63   (+/-2cm)     218.6    (feet)  VERTCON   
 AX1683  ___________________________________________________________________
 AX1683  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX1683
 AX1683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1683
 AX1683.The horizontal coordinates were scaled from a topographic map and have
 AX1683.an estimated accuracy of +/- 6 seconds.
 AX1683
 AX1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1683.The vertical order pertains to the NGVD 29 superseded value.
 AX1683
 AX1683.The geoid height was determined by GEOID03.
 AX1683
 AX1683;                    North         East    Units  Estimated Accuracy
 AX1683;SPC TXSC     - 4,150,270.      781,680.      MT  (+/- 180 meters Scaled)
 AX1683
 AX1683                          SUPERSEDED SURVEY CONTROL
 AX1683
 AX1683  NGVD 29 (??/??/92)   66.634  (m)          218.62   (f) ADJ UNCH    2 0
 AX1683
 AX1683.Superseded values are not recommended for survey control.
 AX1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1683.See file dsdata.txt to determine how the superseded data were derived.
 AX1683
 AX1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT816289(NAD 83)
 AX1683_MARKER: DB = BENCH MARK DISK
 AX1683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1683_SP_SET: BRIDGE ABUTMENT
 AX1683_STAMPING: P 838 1943
 AX1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1683
 AX1683  HISTORY     - Date     Condition        Report By
 AX1683  HISTORY     - 1943     MONUMENTED       CGS
 AX1683
 AX1683                          STATION DESCRIPTION
 AX1683
 AX1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1683'9.15 MI S FROM YOAKUM.
 AX1683'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3,65 MILE
 AX1683'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1683'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 5.5 MILES SOUTHERLY TO
 AX1683'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.75 MILE SOUTH OF A CROSS
 AX1683'ROAD INTERSECTION, AND ABOUT 0.15 MILE NORTH OF A SMALL FRAME HOUSE.
 AX1683'IT IS 9.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX1683'OF ROAD, AND SET HORIZONTALLY IN THE WEST END OF THE SOUTH CONCRETE
 AX1683'ABUTMENT OF A SMALL STEEL BRIDGE OVER LITTLE BRUSHY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1684 ***********************************************************************
 AX1684  DESIGNATION -  P 838 RESET 1959
 AX1684  PID         -  AX1684
 AX1684  STATE/COUNTY-  TX/DE WITT
 AX1684  USGS QUAD   -  EDGAR (1987)
 AX1684
 AX1684                         *CURRENT SURVEY CONTROL
 AX1684  ___________________________________________________________________
 AX1684* NAD 83(1986)-  29 10 33.     (N)    097 07 55.     (W)     SCALED    
 AX1684* NAVD 88     -        67.23   (+/-2cm)     220.6    (feet)  VERTCON   
 AX1684  ___________________________________________________________________
 AX1684  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX1684
 AX1684  VERT ORDER  -  THIRD (See Below)
 AX1684
 AX1684.The horizontal coordinates were scaled from a topographic map and have
 AX1684.an estimated accuracy of +/- 6 seconds.
 AX1684
 AX1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1684.The vertical order pertains to the NGVD 29 superseded value.
 AX1684
 AX1684.The geoid height was determined by GEOID03.
 AX1684
 AX1684;                    North         East    Units  Estimated Accuracy
 AX1684;SPC TXSC     - 4,150,240.      781,680.      MT  (+/- 180 meters Scaled)
 AX1684
 AX1684                          SUPERSEDED SURVEY CONTROL
 AX1684
 AX1684  NGVD 29 (??/??/??)   67.23   (m)          220.6    (f) RESET       3  
 AX1684
 AX1684.Superseded values are not recommended for survey control.
 AX1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1684.See file dsdata.txt to determine how the superseded data were derived.
 AX1684
 AX1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT816289(NAD 83)
 AX1684_MARKER: DB = BENCH MARK DISK
 AX1684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1684_SP_SET: BRIDGE ABUTMENT
 AX1684_STAMPING: P 838 RESET 1959
 AX1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1684
 AX1684  HISTORY     - Date     Condition        Report By
 AX1684  HISTORY     - 1959     MONUMENTED       CGS
 AX1684  HISTORY     - 1960     GOOD             NGS
 AX1684
 AX1684                          STATION DESCRIPTION
 AX1684
 AX1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1684'0.95 MI N FROM STRATTON.
 AX1684'THIS MARK IS LOCATED ABOUT 0.95 MILE NORTH ALONG AN ASPHALT ROAD FROM
 AX1684'THE T-JUNCTION OF FARM TO MARKET ROAD 1447 AT STRATTON, 0.75 MILE
 AX1684'SOUTH OF A ROAD INTERSECTION, 0.15 MILE NORTH OF A SMALL FRAME HOUSE,
 AX1684'AT A NEW CONCRETE BRIDGE OVER LITTLE BRUSHY CREEK, AND SET IN THE WEST
 AX1684'END OF THE SOUTH CONCRETE ABUTMENT, 12 FEET 2 INCHES WEST OF THE
 AX1684'CENTERLINE OF THE NEW CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1725 ***********************************************************************
 AX1725  DESIGNATION -  P 839
 AX1725  PID         -  AX1725
 AX1725  STATE/COUNTY-  TX/DE WITT
 AX1725  USGS QUAD   -  VERHELLE (1987)
 AX1725
 AX1725                         *CURRENT SURVEY CONTROL
 AX1725  ___________________________________________________________________
 AX1725* NAD 83(1986)-  29 05 50.     (N)    097 09 02.     (W)     SCALED    
 AX1725* NAVD 88     -        83.38   (+/-2cm)     273.6    (feet)  VERTCON   
 AX1725  ___________________________________________________________________
 AX1725  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX1725
 AX1725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1725
 AX1725.The horizontal coordinates were scaled from a topographic map and have
 AX1725.an estimated accuracy of +/- 6 seconds.
 AX1725
 AX1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1725.The vertical order pertains to the NGVD 29 superseded value.
 AX1725
 AX1725.The geoid height was determined by GEOID03.
 AX1725
 AX1725;                    North         East    Units  Estimated Accuracy
 AX1725;SPC TXSC     - 4,141,500.      780,010.      MT  (+/- 180 meters Scaled)
 AX1725
 AX1725                          SUPERSEDED SURVEY CONTROL
 AX1725
 AX1725  NGVD 29 (??/??/92)   83.395  (m)          273.61   (f) ADJ UNCH    2 0
 AX1725
 AX1725.Superseded values are not recommended for survey control.
 AX1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1725.See file dsdata.txt to determine how the superseded data were derived.
 AX1725
 AX1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT799201(NAD 83)
 AX1725_MARKER: DB = BENCH MARK DISK
 AX1725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1725_SP_SET: CONCRETE PORCH
 AX1725_STAMPING: P 839 1943
 AX1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1725
 AX1725  HISTORY     - Date     Condition        Report By
 AX1725  HISTORY     - 1943     MONUMENTED       CGS
 AX1725  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1725
 AX1725                          STATION DESCRIPTION
 AX1725
 AX1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1725'10.0 MI E FROM CUERO.
 AX1725'TO REACH FROM THE COURTHOUSE AT CUERO-- PROCEED 4.6 MILES SOUTHERLY
 AX1725'ALONG U. S. HIGHWAY NO.87 TO A SIDE ROAD INTERSECTION LEADING EAST,
 AX1725'THENCE
 AX1725'5.4 MILES EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1725'VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST CORNER OF A CONCRETE
 AX1725'PORCH OF A SMALL WHITE FRAME HOUSE OWNED BY ALFRED FRIER.  IT IS ABOUT
 AX1725'48.0 FEET EAST OF THE CENTERLINE OF ROAD, AND 1.0 FOOT ABOVE THE
 AX1725'GROUND.
 AX1725
 AX1725                          STATION RECOVERY (2001)
 AX1725
 AX1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1725'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0124 ***********************************************************************
 CA0124  DESIGNATION -  P 84
 CA0124  PID         -  CA0124
 CA0124  STATE/COUNTY-  TX/MILLS
 CA0124  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0124
 CA0124                         *CURRENT SURVEY CONTROL
 CA0124  ___________________________________________________________________
 CA0124* NAD 83(1986)-  31 20 51.     (N)    098 29 28.     (W)     SCALED    
 CA0124* NAVD 88     -       464.367  (meters)    1523.51   (feet)  ADJUSTED  
 CA0124  ___________________________________________________________________
 CA0124  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CA0124  DYNAMIC HT  -         463.746 (meters)    1521.47  (feet)  COMP
 CA0124  MODELED GRAV-     979,290.0   (mgal)                       NAVD 88
 CA0124
 CA0124  VERT ORDER  -  FIRST     CLASS II
 CA0124
 CA0124.The horizontal coordinates were scaled from a topographic map and have
 CA0124.an estimated accuracy of +/- 6 seconds.
 CA0124
 CA0124.The orthometric height was determined by differential leveling
 CA0124.and adjusted by the National Geodetic Survey in June 1991..
 CA0124
 CA0124.The geoid height was determined by GEOID03.
 CA0124
 CA0124.The dynamic height is computed by dividing the NAVD 88
 CA0124.geopotential number by the normal gravity value computed on the
 CA0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0124.degrees latitude (g = 980.6199 gals.).
 CA0124
 CA0124.The modeled gravity was interpolated from observed gravity values.
 CA0124
 CA0124;                    North         East    Units  Estimated Accuracy
 CA0124;SPC TX C     - 3,187,780.      875,270.      MT  (+/- 180 meters Scaled)
 CA0124
 CA0124                          SUPERSEDED SURVEY CONTROL
 CA0124
 CA0124  NGVD 29 (??/??/92)  464.249  (m)         1523.12   (f) ADJ UNCH    1 2
 CA0124
 CA0124.Superseded values are not recommended for survey control.
 CA0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0124.See file dsdata.txt to determine how the superseded data were derived.
 CA0124
 CA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV484682(NAD 83)
 CA0124_MARKER: DB = BENCH MARK DISK
 CA0124_SETTING: 0 = UNSPECIFIED SETTING
 CA0124_MARK LOGO: CGS   
 CA0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0124
 CA0124  HISTORY     - Date     Condition        Report By
 CA0124  HISTORY     - UNK      MONUMENTED       CGS
 CA0124  HISTORY     - 1932     GOOD             NGS
 CA0124  HISTORY     - 1934     GOOD             NGS
 CA0124  HISTORY     - 1983     GOOD             NGS
 CA0124
 CA0124                          STATION DESCRIPTION
 CA0124
 CA0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0124'2 MI NW FROM SCALLORN.
 CA0124'ON THE G.C. AND SANTA FE R.R. MARK IS 50 FEET EAST OF THE TRACK, 10
 CA0124'FEET WEST OF THE ROAD ON THE FENCE LINE, 1 3/4 POLES NORTH MILE POLE
 CA0124'NO. 304, 100 FEET SOUTH OF CUT AND 50 FEET SOUTH OF, CURVE MARK.
 CA0124
 CA0124                          STATION RECOVERY (1934)
 CA0124
 CA0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0124'RECOVERED IN GOOD CONDITION.
 CA0124
 CA0124                          STATION RECOVERY (1983)
 CA0124
 CA0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0124'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.2 KM
 CA0124'(0.1 MI) EAST ALONG FOURTH STREET FROM THE COURTHOUSE IN GOLDTHWAITE,
 CA0124'THENCE 14.8 KM (9.2 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD, 1
 CA0124'1/2 POLES SOUTHEAST OF MILEPOST 304, 30.5 METERS (100.1 FT) SOUTH OF
 CA0124'THE SOUTHEAST END OF A RAILROAD CUT, 15.3 METERS (50.2 FT) EAST OF THE
 CA0124'NEAR RAIL AND 3.2 METERS (10.5 FT) WEST OF THE CENTER OF A GRAVELED
 CA0124'ROAD.
 CA0124'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CA0124'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0149 ***********************************************************************
 AY0149  DESIGNATION -  P 840
 AY0149  PID         -  AY0149
 AY0149  STATE/COUNTY-  TX/BEXAR
 AY0149  USGS QUAD   -  MARION (1992)
 AY0149
 AY0149                         *CURRENT SURVEY CONTROL
 AY0149  ___________________________________________________________________
 AY0149* NAD 83(1986)-  29 30 37.     (N)    098 14 18.     (W)     SCALED    
 AY0149* NAVD 88     -       205.93   (+/-2cm)     675.6    (feet)  VERTCON   
 AY0149  ___________________________________________________________________
 AY0149  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AY0149
 AY0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0149
 AY0149.The horizontal coordinates were scaled from a topographic map and have
 AY0149.an estimated accuracy of +/- 6 seconds.
 AY0149
 AY0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0149.The vertical order pertains to the NGVD 29 superseded value.
 AY0149
 AY0149.The geoid height was determined by GEOID03.
 AY0149
 AY0149;                    North         East    Units  Estimated Accuracy
 AY0149;SPC TXSC     - 4,186,090.      673,840.      MT  (+/- 180 meters Scaled)
 AY0149
 AY0149                          SUPERSEDED SURVEY CONTROL
 AY0149
 AY0149  NGVD 29 (??/??/92)  205.83   (m)          675.3    (f) COMPUTED    2 0
 AY0149
 AY0149.Superseded values are not recommended for survey control.
 AY0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0149.See file dsdata.txt to determine how the superseded data were derived.
 AY0149
 AY0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT738647(NAD 83)
 AY0149_MARKER: DB = BENCH MARK DISK
 AY0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0149_STAMPING: P 840 1943
 AY0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0149+STABILITY: SURFACE MOTION
 AY0149
 AY0149  HISTORY     - Date     Condition        Report By
 AY0149  HISTORY     - 1943     MONUMENTED       CGS
 AY0149  HISTORY     - 1958     MARK NOT FOUND   NGS
 AY0149  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0149
 AY0149                          STATION DESCRIPTION
 AY0149
 AY0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0149'3.0 MI SE FROM RANDOLPH FIELD.
 AY0149'TO REACH FROM THE NORTHEAST CORNER OF RANDOLPH FIELD, PROCEED 3.0
 AY0149'MILES SOUTHEASTERLY ALONG THE TRAINER HALE ROAD TO SITE OF BENCH MARK.
 AY0149'BENCH MARK IS 135.0 FEET NORTH OF AND ACROSS ROAD FROM REA CO-OP POLE
 AY0149'NO. 10-70.  IT IS 21.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION
 AY0149'AS THE CENTERLINE OF GRAVEL ROAD.  IT IS 4.5 FEET EAST OF A TELEPHONE
 AY0149'POLE, 3.0 FEET NORTHEAST OF THE RIGHT OF WAY FENCE. MONUMENT IS 3.0
 AY0149'FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AY0149'FOOT.
 AY0149
 AY0149                          STATION RECOVERY (1958)
 AY0149
 AY0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AY0149'MARK NOT FOUND.
 AY0149
 AY0149                          STATION RECOVERY (1987)
 AY0149
 AY0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1131 ***********************************************************************
 AX1131  DESIGNATION -  P 841
 AX1131  PID         -  AX1131
 AX1131  STATE/COUNTY-  TX/FAYETTE
 AX1131  USGS QUAD   -  ELLINGER (1981)
 AX1131
 AX1131                         *CURRENT SURVEY CONTROL
 AX1131  ___________________________________________________________________
 AX1131* NAD 83(1986)-  29 51 22.     (N)    096 43 33.     (W)     SCALED    
 AX1131* NAVD 88     -        91.17   (+/-2cm)     299.1    (feet)  VERTCON   
 AX1131  ___________________________________________________________________
 AX1131  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1131
 AX1131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1131
 AX1131.The horizontal coordinates were scaled from a topographic map and have
 AX1131.an estimated accuracy of +/- 6 seconds.
 AX1131
 AX1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1131.The vertical order pertains to the NGVD 29 superseded value.
 AX1131
 AX1131.The geoid height was determined by GEOID03.
 AX1131
 AX1131;                    North         East    Units  Estimated Accuracy
 AX1131;SPC TXSC     - 4,226,320.      819,710.      MT  (+/- 180 meters Scaled)
 AX1131
 AX1131                          SUPERSEDED SURVEY CONTROL
 AX1131
 AX1131  NGVD 29 (??/??/92)   91.14   (m)          299.0    (f) COMPUTED    2 0
 AX1131
 AX1131.Superseded values are not recommended for survey control.
 AX1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1131.See file dsdata.txt to determine how the superseded data were derived.
 AX1131
 AX1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU196050(NAD 83)
 AX1131_MARKER: DB = BENCH MARK DISK
 AX1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1131_STAMPING: P 841 1943
 AX1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1131+STABILITY: SURFACE MOTION
 AX1131
 AX1131  HISTORY     - Date     Condition        Report By
 AX1131  HISTORY     - 1943     MONUMENTED       CGS
 AX1131  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1131
 AX1131                          STATION DESCRIPTION
 AX1131
 AX1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1131'1.8 MI NW FROM ELLINGER.
 AX1131'TO REACH FROM THE OLD TEXAS AND NEW ORLEANS RAILROAD STATION (OR THE
 AX1131'POST OFFICE) AT ELLINGER, PROCEED 1.8 MILES NORTHWESTERLY ALONG AN OLD
 AX1131'ABANDONED RAILROAD BED TO A GRAVEL ROAD CROSSING AND SITE OF BENCH
 AX1131'MARK.  BENCH MARK IS 0.35 MILE NORTHEAST OF THE CENTERLINE OF STATE
 AX1131'HIGHWAY NO.71.  IT IS 31.0 FEET SOUTHWEST OF THE CENTERLINE OF AN OLD
 AX1131'ABANDONED RAILROAD BED, 23.6 FEET SOUTHEAST OF THE CENTERLINE OF A
 AX1131'GRAVEL ROAD, 1.0 FOOT SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE
 AX1131'AND 2.8 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1131'MONUMENT PROJECTS 0.1 FOOT.
 AX1131
 AX1131                          STATION RECOVERY (1997)
 AX1131
 AX1131'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1132 ***********************************************************************
 AX1132  DESIGNATION -  P 841 RESET 1950
 AX1132  PID         -  AX1132
 AX1132  STATE/COUNTY-  TX/FAYETTE
 AX1132  USGS QUAD   -  ELLINGER (1981)
 AX1132
 AX1132                         *CURRENT SURVEY CONTROL
 AX1132  ___________________________________________________________________
 AX1132* NAD 83(1986)-  29 51 22.     (N)    096 43 34.     (W)     SCALED    
 AX1132* NAVD 88     -        91.19   (+/-2cm)     299.2    (feet)  VERTCON   
 AX1132  ___________________________________________________________________
 AX1132  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1132
 AX1132  VERT ORDER  -  THIRD (See Below)
 AX1132
 AX1132.The horizontal coordinates were scaled from a topographic map and have
 AX1132.an estimated accuracy of +/- 6 seconds.
 AX1132
 AX1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1132.The vertical order pertains to the NGVD 29 superseded value.
 AX1132
 AX1132.The geoid height was determined by GEOID03.
 AX1132
 AX1132;                    North         East    Units  Estimated Accuracy
 AX1132;SPC TXSC     - 4,226,320.      819,680.      MT  (+/- 180 meters Scaled)
 AX1132
 AX1132                          SUPERSEDED SURVEY CONTROL
 AX1132
 AX1132  NGVD 29 (??/??/??)   91.16   (m)          299.1    (f) RESET       3  
 AX1132
 AX1132.Superseded values are not recommended for survey control.
 AX1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1132.See file dsdata.txt to determine how the superseded data were derived.
 AX1132
 AX1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU196050(NAD 83)
 AX1132_MARKER: DB = BENCH MARK DISK
 AX1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1132_STAMPING: P 841 RESET 1950
 AX1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1132+STABILITY: SURFACE MOTION
 AX1132
 AX1132  HISTORY     - Date     Condition        Report By
 AX1132  HISTORY     - 1950     MONUMENTED       TXHD
 AX1132  HISTORY     - 1960     GOOD             NGS
 AX1132  HISTORY     - 19970607 POOR             USPSQD
 AX1132
 AX1132                          STATION DESCRIPTION
 AX1132
 AX1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1132'1.8 MI NW FROM ELLINGER.
 AX1132'1.8 MILES NORTHWEST ALONG AN ABANDONED RAILROAD BED FROM THE POST
 AX1132'OFFICE AT ELLINGER, FAYETTE COUNTY, AT THE INTERSECTION OF
 AX1132'FARM-TO-MARKET HIGHWAY 955, AT THE SOUTHEAST RIGHT-OF-WAY LINE OF THE
 AX1132'HIGHWAY, AND 4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND SET
 AX1132'IN THE TOP OF A CONCRETE POST.
 AX1132
 AX1132                          STATION RECOVERY (1997)
 AX1132
 AX1132'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1132'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0934 ***********************************************************************
 AX0934  DESIGNATION -  P 842
 AX0934  PID         -  AX0934
 AX0934  STATE/COUNTY-  TX/FAYETTE
 AX0934  USGS QUAD   -  SWISS ALP (1981)
 AX0934
 AX0934                         *CURRENT SURVEY CONTROL
 AX0934  ___________________________________________________________________
 AX0934* NAD 83(1986)-  29 45 24.     (N)    096 54 31.     (W)     SCALED    
 AX0934* NAVD 88     -       122.375  (meters)     401.49   (feet)  ADJUSTED  
 AX0934  ___________________________________________________________________
 AX0934  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AX0934  DYNAMIC HT  -         122.205 (meters)     400.93  (feet)  COMP
 AX0934  MODELED GRAV-     979,247.8   (mgal)                       NAVD 88
 AX0934
 AX0934  VERT ORDER  -  FIRST     CLASS I
 AX0934
 AX0934.The horizontal coordinates were scaled from a topographic map and have
 AX0934.an estimated accuracy of +/- 6 seconds.
 AX0934
 AX0934.The orthometric height was determined by differential leveling
 AX0934.and adjusted by the National Geodetic Survey in June 1991..
 AX0934
 AX0934.The geoid height was determined by GEOID03.
 AX0934
 AX0934.The dynamic height is computed by dividing the NAVD 88
 AX0934.geopotential number by the normal gravity value computed on the
 AX0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0934.degrees latitude (g = 980.6199 gals.).
 AX0934
 AX0934.The modeled gravity was interpolated from observed gravity values.
 AX0934
 AX0934;                    North         East    Units  Estimated Accuracy
 AX0934;SPC TXSC     - 4,214,970.      802,250.      MT  (+/- 180 meters Scaled)
 AX0934
 AX0934                          SUPERSEDED SURVEY CONTROL
 AX0934
 AX0934  NGVD 29 (??/??/92)  122.335  (m)          401.36   (f) ADJ UNCH    1 1
 AX0934
 AX0934.Superseded values are not recommended for survey control.
 AX0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0934.See file dsdata.txt to determine how the superseded data were derived.
 AX0934
 AX0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT022936(NAD 83)
 AX0934_MARKER: DB = BENCH MARK DISK
 AX0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0934_STAMPING: P 842 1943
 AX0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0934+STABILITY: SURFACE MOTION
 AX0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0934+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX0934
 AX0934  HISTORY     - Date     Condition        Report By
 AX0934  HISTORY     - 1943     MONUMENTED       CGS
 AX0934  HISTORY     - 1972     GOOD             NGS
 AX0934  HISTORY     - 1987     GOOD             USPSQD
 AX0934  HISTORY     - 1987     GOOD             USPSQD
 AX0934  HISTORY     - 1990     GOOD             USPSQD
 AX0934  HISTORY     - 1990     GOOD             USPSQD
 AX0934  HISTORY     - 19910608 GOOD             USPSQD
 AX0934  HISTORY     - 19970608 GOOD             USPSQD
 AX0934  HISTORY     - 20041207 GOOD             USPSQD
 AX0934
 AX0934                          STATION DESCRIPTION
 AX0934
 AX0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0934'5.2 MI N FROM SCHULENBURG.
 AX0934'ABOUT 5.2 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0934'U.S. HIGHWAY 90 AT SCHULENBURG, 59 FEET SOUTHWEST OF THE CENTER OF THE
 AX0934'JUNCTION OF FARM ROAD 956 WHICH LEADS WEST, 50 FEET WEST OF THE CENTER
 AX0934'LINE OF THE HIGHWAY, 43 FEET SOUTH OF THE CENTER LINE OF THE FARM
 AX0934'ROAD, 3 1/2 FEET SOUTH OF POWER POLE NUMBER 2-104, 0.6 FOOT NORTH OF A
 AX0934'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 AX0934'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 AX0934
 AX0934                          STATION RECOVERY (1987)
 AX0934
 AX0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0934'RECOVERED IN GOOD CONDITION.
 AX0934
 AX0934                          STATION RECOVERY (1987)
 AX0934
 AX0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0934'RECOVERED IN GOOD CONDITION.
 AX0934
 AX0934                          STATION RECOVERY (1990)
 AX0934
 AX0934'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AX0934'RECOVERED IN GOOD CONDITION.
 AX0934
 AX0934                          STATION RECOVERY (1990)
 AX0934
 AX0934'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0934'RECOVERED IN GOOD CONDITION.
 AX0934
 AX0934                          STATION RECOVERY (1991)
 AX0934
 AX0934'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0934'RECOVERED IN GOOD CONDITION.
 AX0934
 AX0934                          STATION RECOVERY (1997)
 AX0934
 AX0934'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0934'RECOVERED IN GOOD CONDITION.
 AX0934
 AX0934                          STATION RECOVERY (2004)
 AX0934
 AX0934'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1119 ***********************************************************************
 AX1119  DESIGNATION -  P 843
 AX1119  PID         -  AX1119
 AX1119  STATE/COUNTY-  TX/COLORADO
 AX1119  USGS QUAD   -  ROCK ISLAND (1981)
 AX1119
 AX1119                         *CURRENT SURVEY CONTROL
 AX1119  ___________________________________________________________________
 AX1119* NAD 83(1986)-  29 36 56.     (N)    096 36 04.     (W)     SCALED    
 AX1119* NAVD 88     -        86.12   (+/-2cm)     282.5    (feet)  VERTCON   
 AX1119  ___________________________________________________________________
 AX1119  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1119
 AX1119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1119
 AX1119.The horizontal coordinates were scaled from a topographic map and have
 AX1119.an estimated accuracy of +/- 6 seconds.
 AX1119
 AX1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1119.The vertical order pertains to the NGVD 29 superseded value.
 AX1119
 AX1119.The geoid height was determined by GEOID03.
 AX1119
 AX1119;                    North         East    Units  Estimated Accuracy
 AX1119;SPC TXSC     - 4,199,900.      832,300.      MT  (+/- 180 meters Scaled)
 AX1119
 AX1119                          SUPERSEDED SURVEY CONTROL
 AX1119
 AX1119  NGVD 29 (??/??/92)   86.105  (m)          282.50   (f) ADJ UNCH    2 0
 AX1119
 AX1119.Superseded values are not recommended for survey control.
 AX1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1119.See file dsdata.txt to determine how the superseded data were derived.
 AX1119
 AX1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT322785(NAD 83)
 AX1119_MARKER: DB = BENCH MARK DISK
 AX1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1119_STAMPING: P 843 1943
 AX1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1119+STABILITY: SURFACE MOTION
 AX1119
 AX1119  HISTORY     - Date     Condition        Report By
 AX1119  HISTORY     - 1943     MONUMENTED       CGS
 AX1119  HISTORY     - 1957     MARK NOT FOUND   USGS
 AX1119  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1119  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1119
 AX1119                          STATION DESCRIPTION
 AX1119
 AX1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1119'7.35 MI S FROM GLIDDEN.
 AX1119'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1119'STATION AT GLIDDEN, PROCEED 0.4 MILE EASTERLY ALONG U.S. HIGHWAY NO.
 AX1119'90 TO THE INTERSECTION OF A GRAVEL ROAD LEADING SOUTH, THENCE 6.95
 AX1119'MILES SOUTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX1119'IS 0.05 MILE SOUTH OF A 10.0 FOOT WOODEN BRIDGE OVER A CREEK. IT IS
 AX1119'31.7 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1119'THE ROAD, 10.7 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND 3.3 FEET
 AX1119'SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1
 AX1119'FOOT.
 AX1119
 AX1119                          STATION RECOVERY (1957)
 AX1119
 AX1119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AX1119'MARK NOT FOUND.
 AX1119
 AX1119                          STATION RECOVERY (1991)
 AX1119
 AX1119'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX1119'MARK NOT FOUND.
 AX1119
 AX1119                          STATION RECOVERY (2004)
 AX1119
 AX1119'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1169 ***********************************************************************
 AX1169  DESIGNATION -  P 844
 AX1169  PID         -  AX1169
 AX1169  STATE/COUNTY-  TX/LAVACA
 AX1169  USGS QUAD   -  OAKLAND (1981)
 AX1169
 AX1169                         *CURRENT SURVEY CONTROL
 AX1169  ___________________________________________________________________
 AX1169* NAD 83(1986)-  29 30 36.     (N)    096 47 32.     (W)     SCALED    
 AX1169* NAVD 88     -        76.13   (+/-2cm)     249.8    (feet)  VERTCON   
 AX1169  ___________________________________________________________________
 AX1169  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX1169
 AX1169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1169
 AX1169.The horizontal coordinates were scaled from a topographic map and have
 AX1169.an estimated accuracy of +/- 6 seconds.
 AX1169
 AX1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1169.The vertical order pertains to the NGVD 29 superseded value.
 AX1169
 AX1169.The geoid height was determined by GEOID03.
 AX1169
 AX1169;                    North         East    Units  Estimated Accuracy
 AX1169;SPC TXSC     - 4,187,840.      814,020.      MT  (+/- 180 meters Scaled)
 AX1169
 AX1169                          SUPERSEDED SURVEY CONTROL
 AX1169
 AX1169  NGVD 29 (??/??/92)   76.122  (m)          249.74   (f) ADJ UNCH    2 0
 AX1169
 AX1169.Superseded values are not recommended for survey control.
 AX1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1169.See file dsdata.txt to determine how the superseded data were derived.
 AX1169
 AX1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT140665(NAD 83)
 AX1169_MARKER: DB = BENCH MARK DISK
 AX1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1169_STAMPING: P 844 1943
 AX1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1169+STABILITY: SURFACE MOTION
 AX1169
 AX1169  HISTORY     - Date     Condition        Report By
 AX1169  HISTORY     - 1943     MONUMENTED       CGS
 AX1169  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1169  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1169
 AX1169                          STATION DESCRIPTION
 AX1169
 AX1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1169'16.85 MI S FROM WEIMAR.
 AX1169'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1169'ALONG U.S. HIGHWAY NO. 90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1169'THENCE 16.6 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO SITE OF BENCH
 AX1169'MARK.  BENCH MARK IS 105.0 YARDS NORTHEAST OF THE CENTERLINE OF A DIRT
 AX1169'ROAD LEADING NORTHWEST.  IT IS 24.4 FEET NORTHWEST OF AND ABOUT 1.0
 AX1169'FOOT BELOW THE CENTERLINE OF THE ROAD, 1.6 FOOT NORTHWEST OF THE
 AX1169'NORTHWEST RIGHT-OF-WAY FENCE AND 3.0 FEET SOUTHWEST OF A 4X4 INCH
 AX1169'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.  NOTE-- THIS
 AX1169'BENCH MARK IS ALSO 2.7 MILES NORTH OF THE TEXAS AND NEW ORLEANS (OLD
 AX1169'SAN ANTONIO AND ARANSAS PASS) RAILROAD STATION AT SUBLIME.
 AX1169
 AX1169                          STATION RECOVERY (1997)
 AX1169
 AX1169'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1169'MARK NOT FOUND.
 AX1169
 AX1169                          STATION RECOVERY (2004)
 AX1169
 AX1169'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1241 ***********************************************************************
 AX1241  DESIGNATION -  P 845
 AX1241  PID         -  AX1241
 AX1241  STATE/COUNTY-  TX/COLORADO
 AX1241  USGS QUAD   -  OAKLAND (1981)
 AX1241
 AX1241                         *CURRENT SURVEY CONTROL
 AX1241  ___________________________________________________________________
 AX1241* NAD 83(1986)-  29 35 50.     (N)    096 49 17.     (W)     SCALED    
 AX1241* NAVD 88     -        68.47   (+/-2cm)     224.6    (feet)  VERTCON   
 AX1241  ___________________________________________________________________
 AX1241  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1241
 AX1241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1241
 AX1241.The horizontal coordinates were scaled from a topographic map and have
 AX1241.an estimated accuracy of +/- 6 seconds.
 AX1241
 AX1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1241.The vertical order pertains to the NGVD 29 superseded value.
 AX1241
 AX1241.The geoid height was determined by GEOID03.
 AX1241
 AX1241;                    North         East    Units  Estimated Accuracy
 AX1241;SPC TXSC     - 4,197,450.      811,010.      MT  (+/- 180 meters Scaled)
 AX1241
 AX1241                          SUPERSEDED SURVEY CONTROL
 AX1241
 AX1241  NGVD 29 (??/??/92)   68.448  (m)          224.57   (f) ADJ UNCH    2 0
 AX1241
 AX1241.Superseded values are not recommended for survey control.
 AX1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1241.See file dsdata.txt to determine how the superseded data were derived.
 AX1241
 AX1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT109761(NAD 83)
 AX1241_MARKER: DB = BENCH MARK DISK
 AX1241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1241_SP_SET: BRIDGE
 AX1241_STAMPING: P 845 1943
 AX1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1241
 AX1241  HISTORY     - Date     Condition        Report By
 AX1241  HISTORY     - 1943     MONUMENTED       CGS
 AX1241  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX1241
 AX1241                          STATION DESCRIPTION
 AX1241
 AX1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1241'0.85 MI E FROM OAKLAND.
 AX1241'TO REACH FROM THE SCHOOL BUILDING AT OAKLAND, PROCEED 0.85 MILE
 AX1241'EASTERLY ALONG A DIRT ROAD TO A STEEL BRIDGE AND SITE OF BENCH MARK.
 AX1241'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHEAST WINGWALL OF
 AX1241'A 50.0 FOOT STEEL BRIDGE OVER A CREEK.  IT IS 8.0 FEET NORTH OF AND
 AX1241'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AX1241
 AX1241                          STATION RECOVERY (2002)
 AX1241
 AX1241'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1740 ***********************************************************************
 AX1740  DESIGNATION -  P 847
 AX1740  PID         -  AX1740
 AX1740  STATE/COUNTY-  TX/LAVACA
 AX1740  USGS QUAD   -  WIED (1987)
 AX1740
 AX1740                         *CURRENT SURVEY CONTROL
 AX1740  ___________________________________________________________________
 AX1740* NAD 83(1986)-  29 28 46.     (N)    097 01 13.     (W)     SCALED    
 AX1740* NAVD 88     -       103.27   (+/-2cm)     338.8    (feet)  VERTCON   
 AX1740  ___________________________________________________________________
 AX1740  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1740
 AX1740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1740
 AX1740.The horizontal coordinates were scaled from a topographic map and have
 AX1740.an estimated accuracy of +/- 6 seconds.
 AX1740
 AX1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1740.The vertical order pertains to the NGVD 29 superseded value.
 AX1740
 AX1740.The geoid height was determined by GEOID03.
 AX1740
 AX1740;                    North         East    Units  Estimated Accuracy
 AX1740;SPC TXSC     - 4,184,060.      791,970.      MT  (+/- 180 meters Scaled)
 AX1740
 AX1740                          SUPERSEDED SURVEY CONTROL
 AX1740
 AX1740  NGVD 29 (??/??/92)  103.255  (m)          338.76   (f) ADJ UNCH    2 0
 AX1740
 AX1740.Superseded values are not recommended for survey control.
 AX1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1740.See file dsdata.txt to determine how the superseded data were derived.
 AX1740
 AX1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT919627(NAD 83)
 AX1740_MARKER: DB = BENCH MARK DISK
 AX1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1740_STAMPING: P 847 1943
 AX1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1740+STABILITY: SURFACE MOTION
 AX1740
 AX1740  HISTORY     - Date     Condition        Report By
 AX1740  HISTORY     - 1943     MONUMENTED       CGS
 AX1740
 AX1740                          STATION DESCRIPTION
 AX1740
 AX1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1740'7.5 MI NW FROM HALLETTSVILLE.
 AX1740'TO REACH FROM THE CITY HALL AT HALLETTSVILLE, PROCEED 1.65 MILE
 AX1740'NORTHERLY ALONG U.S. HIGHWAY NO.77 TO THE INTERSECTION OF A DIRT CROSS
 AX1740'ROAD, THENCE 5.85 MILES WESTERLY ALONG A DIRT ROAD TO SITE OF BENCH
 AX1740'MARK.  BENCH MARK IS 104.0 YARDS EAST OF THE CENTERLINE OF THE SOUTH
 AX1740'END OF A DOUBLE TURN IN THE ROAD.  IT IS 21.4 FEET NORTH OF AND ABOUT
 AX1740'1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 4.4 FEET NORTH OF THE NORTH
 AX1740'RIGHT-OF-WAY FENCE AND 2.6 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1740'POST.  MONUMENT PROJECTS 0.3 FOOT.  NOTE-- THIS BENCH MARK IS ALSO
 AX1740'13.75 MILES NORTHEAST OF THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC)
 AX1740'RAILROAD STATION AT SHINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2111 ***********************************************************************
 AX2111  DESIGNATION -  P 849
 AX2111  PID         -  AX2111
 AX2111  STATE/COUNTY-  TX/GONZALES
 AX2111  USGS QUAD   -  SMILEY (1987)
 AX2111
 AX2111                         *CURRENT SURVEY CONTROL
 AX2111  ___________________________________________________________________
 AX2111* NAD 83(1986)-  29 16 38.     (N)    097 37 45.     (W)     SCALED    
 AX2111* NAVD 88     -        93.17   (+/-2cm)     305.7    (feet)  VERTCON   
 AX2111  ___________________________________________________________________
 AX2111  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AX2111
 AX2111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2111
 AX2111.The horizontal coordinates were scaled from a topographic map and have
 AX2111.an estimated accuracy of +/- 6 seconds.
 AX2111
 AX2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2111.The vertical order pertains to the NGVD 29 superseded value.
 AX2111
 AX2111.The geoid height was determined by GEOID03.
 AX2111
 AX2111;                    North         East    Units  Estimated Accuracy
 AX2111;SPC TXSC     - 4,160,800.      733,190.      MT  (+/- 180 meters Scaled)
 AX2111
 AX2111                          SUPERSEDED SURVEY CONTROL
 AX2111
 AX2111  NGVD 29 (??/??/92)   93.141  (m)          305.58   (f) ADJ UNCH    2 0
 AX2111
 AX2111.Superseded values are not recommended for survey control.
 AX2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2111.See file dsdata.txt to determine how the superseded data were derived.
 AX2111
 AX2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT331394(NAD 83)
 AX2111_MARKER: DB = BENCH MARK DISK
 AX2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2111_STAMPING: P 849 1943
 AX2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2111+STABILITY: SURFACE MOTION
 AX2111
 AX2111  HISTORY     - Date     Condition        Report By
 AX2111  HISTORY     - 1943     MONUMENTED       CGS
 AX2111  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX2111  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2111
 AX2111                          STATION DESCRIPTION
 AX2111
 AX2111'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2111'0.75 MI N FROM SMILEY.
 AX2111'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX2111'STATION AT SMILEY, PROCEED 0.1 MI. E. ALONG THE TRACK TO A DIRT ROAD
 AX2111'CROSSING, 0.65 MILE N. ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT
 AX2111'ROAD LEADING E. AND SITE OF BENCH MARK.  BENCH MARK IS 43 FEET N. OF
 AX2111'THE CENTERLINE OF A 3 FOOT OAK TREE AND IN LINE TANGENT WITH A POWER
 AX2111'LINE LEADING E. FROM THE ROAD.  IT IS 22.5 FEET W. OF AND ABOUT 1 FOOT
 AX2111'ABOVE THE CENTERLINE OF THE ROAD, 3.8 FEET W. OF A GUY LINE BRACE POLE
 AX2111'AND 3.2 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX2111'PROJECTS 0.1 FOOT.
 AX2111
 AX2111                          STATION RECOVERY (2003)
 AX2111
 AX2111'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0465 ***********************************************************************
 AX0465  DESIGNATION -  P 850
 AX0465  PID         -  AX0465
 AX0465  STATE/COUNTY-  TX/COLORADO
 AX0465  USGS QUAD   -  BONUS (1981)
 AX0465
 AX0465                         *CURRENT SURVEY CONTROL
 AX0465  ___________________________________________________________________
 AX0465* NAD 83(1986)-  29 27 33.     (N)    096 21 11.     (W)     SCALED    
 AX0465* NAVD 88     -        43.01   (+/-2cm)     141.1    (feet)  VERTCON   
 AX0465  ___________________________________________________________________
 AX0465  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0465
 AX0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0465
 AX0465.The horizontal coordinates were scaled from a topographic map and have
 AX0465.an estimated accuracy of +/- 6 seconds.
 AX0465
 AX0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0465.The vertical order pertains to the NGVD 29 superseded value.
 AX0465
 AX0465.The geoid height was determined by GEOID03.
 AX0465
 AX0465;                    North         East    Units  Estimated Accuracy
 AX0465;SPC TXSC     - 4,183,090.      856,710.      MT  (+/- 180 meters Scaled)
 AX0465
 AX0465                          SUPERSEDED SURVEY CONTROL
 AX0465
 AX0465  NGVD 29 (??/??/92)   43.005  (m)          141.09   (f) ADJ UNCH    2 0
 AX0465
 AX0465.Superseded values are not recommended for survey control.
 AX0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0465.See file dsdata.txt to determine how the superseded data were derived.
 AX0465
 AX0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT567617(NAD 83)
 AX0465_MARKER: DB = BENCH MARK DISK
 AX0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0465_SP_SET: BRIDGE
 AX0465_STAMPING: P-850 1943
 AX0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0465
 AX0465  HISTORY     - Date     Condition        Report By
 AX0465  HISTORY     - 1943     MONUMENTED       CGS
 AX0465
 AX0465                          STATION DESCRIPTION
 AX0465
 AX0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0465'4.6 MI E FROM GARWOOD.
 AX0465'4.6 MILES EAST ALONG THE COUNTY ROAD FROM THE SCHOOL AT GARWOOD, ABOUT
 AX0465'0.7 MILE SOUTH OF THE SETTLEMENT OF ELDRIDGE, SET IN THE TOP OF THE
 AX0465'SOUTHEAST WINGWALL OF THE CONCRETE BRIDGE, 9 FEET EAST OF THE
 AX0465'CENTER-LINE OF THE ROAD, 0.9 FOOT SOUTHEAST OF THE SOUTHEAST CONCRETE
 AX0465'GUARD RAIL POST, ABOUT LEVEL WITH THE ROAD.  BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0435 ***********************************************************************
 AX0435  DESIGNATION -  P 851
 AX0435  PID         -  AX0435
 AX0435  STATE/COUNTY-  TX/WHARTON
 AX0435  USGS QUAD   -  NEW TAITON (1981)
 AX0435
 AX0435                         *CURRENT SURVEY CONTROL
 AX0435  ___________________________________________________________________
 AX0435* NAD 83(1986)-  29 17 29.     (N)    096 19 55.     (W)     SCALED    
 AX0435* NAVD 88     -        39.34   (+/-2cm)     129.1    (feet)  VERTCON   
 AX0435  ___________________________________________________________________
 AX0435  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0435
 AX0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0435
 AX0435.The horizontal coordinates were scaled from a topographic map and have
 AX0435.an estimated accuracy of +/- 6 seconds.
 AX0435
 AX0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0435.The vertical order pertains to the NGVD 29 superseded value.
 AX0435
 AX0435.The geoid height was determined by GEOID03.
 AX0435
 AX0435;                    North         East    Units  Estimated Accuracy
 AX0435;SPC TXSC     - 4,164,550.      859,180.      MT  (+/- 180 meters Scaled)
 AX0435
 AX0435                          SUPERSEDED SURVEY CONTROL
 AX0435
 AX0435  NGVD 29 (??/??/92)   39.341  (m)          129.07   (f) ADJ UNCH    2 0
 AX0435
 AX0435.Superseded values are not recommended for survey control.
 AX0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0435.See file dsdata.txt to determine how the superseded data were derived.
 AX0435
 AX0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT591432(NAD 83)
 AX0435_MARKER: DB = BENCH MARK DISK
 AX0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0435_STAMPING: P-851 1943
 AX0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0435+STABILITY: SURFACE MOTION
 AX0435
 AX0435  HISTORY     - Date     Condition        Report By
 AX0435  HISTORY     - 1943     MONUMENTED       CGS
 AX0435
 AX0435                          STATION DESCRIPTION
 AX0435
 AX0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0435'7.5 MI NW FROM EL CAMPO.
 AX0435'7.5 MILES NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE POST OFFICE AT
 AX0435'EL CAMPO, SET AT A PRIVATE ROAD ENTRANCE, 53 FEET WEST OF THE
 AX0435'CENTER-LINE OF THE HIGHWAY, 19 FEET NORTH OF THE PRIVATE ROAD LEADING
 AX0435'WEST, 1.5 FEET WEST OF THE FENCE, 1.8 FEET NORTH OF REFERENCE POST.
 AX0435'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2
 AX0435'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0752 ***********************************************************************
 AX0752  DESIGNATION -  P 852
 AX0752  PID         -  AX0752
 AX0752  STATE/COUNTY-  TX/WHARTON
 AX0752  USGS QUAD   -  GANADO NE (1981)
 AX0752
 AX0752                         *CURRENT SURVEY CONTROL
 AX0752  ___________________________________________________________________
 AX0752* NAD 83(1986)-  29 14 05.     (N)    096 31 19.     (W)     SCALED    
 AX0752* NAVD 88     -        33.67   (+/-2cm)     110.5    (feet)  VERTCON   
 AX0752  ___________________________________________________________________
 AX0752  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0752
 AX0752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0752
 AX0752.The horizontal coordinates were scaled from a topographic map and have
 AX0752.an estimated accuracy of +/- 6 seconds.
 AX0752
 AX0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0752.The vertical order pertains to the NGVD 29 superseded value.
 AX0752
 AX0752.The geoid height was determined by GEOID03.
 AX0752
 AX0752;                    North         East    Units  Estimated Accuracy
 AX0752;SPC TXSC     - 4,157,860.      840,860.      MT  (+/- 180 meters Scaled)
 AX0752
 AX0752                          SUPERSEDED SURVEY CONTROL
 AX0752
 AX0752  NGVD 29 (??/??/92)   33.674  (m)          110.48   (f) ADJ UNCH    2 0
 AX0752
 AX0752.Superseded values are not recommended for survey control.
 AX0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0752.See file dsdata.txt to determine how the superseded data were derived.
 AX0752
 AX0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT408365(NAD 83)
 AX0752_MARKER: DB = BENCH MARK DISK
 AX0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0752_STAMPING: P 852 1943
 AX0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0752+STABILITY: SURFACE MOTION
 AX0752
 AX0752  HISTORY     - Date     Condition        Report By
 AX0752  HISTORY     - 1943     MONUMENTED       CGS
 AX0752  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX0752
 AX0752                          STATION DESCRIPTION
 AX0752
 AX0752'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AX0752'16.1 MI NW FROM LOUISE.
 AX0752'0.5 MI. N.E. ALONG US HIGHWAY NO. 59 FROM THE STATION AT LOUISE, 8.2
 AX0752'MI. N. ALONG THE COUNTY ROAD, 7.4 MI. W. ALONG COUNTY ROAD, SET AT THE
 AX0752'E. END OF AN S CURVE, IN LINE WITH THE ROAD LEADING E., 28 FEET S. OF
 AX0752'THE CENTERLINE OF THE ROAD, 2 FEET S. OF THE FENCE, 1.6 FEET E. OF
 AX0752'REFERENCE POST.  PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0750 ***********************************************************************
 AX0750  DESIGNATION -  P 853
 AX0750  PID         -  AX0750
 AX0750  STATE/COUNTY-  TX/COLORADO
 AX0750  USGS QUAD   -  SPEAKS (1981)
 AX0750
 AX0750                         *CURRENT SURVEY CONTROL
 AX0750  ___________________________________________________________________
 AX0750* NAD 83(1986)-  29 16 36.     (N)    096 38 36.     (W)     SCALED    
 AX0750* NAVD 88     -        44.72   (+/-2cm)     146.7    (feet)  VERTCON   
 AX0750  ___________________________________________________________________
 AX0750  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0750
 AX0750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0750
 AX0750.The horizontal coordinates were scaled from a topographic map and have
 AX0750.an estimated accuracy of +/- 6 seconds.
 AX0750
 AX0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0750.The vertical order pertains to the NGVD 29 superseded value.
 AX0750
 AX0750.The geoid height was determined by GEOID03.
 AX0750
 AX0750;                    North         East    Units  Estimated Accuracy
 AX0750;SPC TXSC     - 4,162,270.      828,970.      MT  (+/- 180 meters Scaled)
 AX0750
 AX0750                          SUPERSEDED SURVEY CONTROL
 AX0750
 AX0750  NGVD 29 (??/??/92)   44.723  (m)          146.73   (f) ADJ UNCH    2 0
 AX0750
 AX0750.Superseded values are not recommended for survey control.
 AX0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0750.See file dsdata.txt to determine how the superseded data were derived.
 AX0750
 AX0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT289409(NAD 83)
 AX0750_MARKER: DB = BENCH MARK DISK
 AX0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0750_STAMPING: P 853 1943
 AX0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0750+STABILITY: SURFACE MOTION
 AX0750
 AX0750  HISTORY     - Date     Condition        Report By
 AX0750  HISTORY     - 1943     MONUMENTED       CGS
 AX0750
 AX0750                          STATION DESCRIPTION
 AX0750
 AX0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0750'1 MI W FROM PROVIDENT CITY.
 AX0750'1 MI. W. ALONG THE COUNTY ROAD FROM THE P.O. AT PROVIDENT CITY, SET AT
 AX0750'A CORNER FENCE POST IN THE PRAIRIE, 33 FEET S. OF THE CENTERLINE OF
 AX0750'THE MAIN ROAD, 12 FEET E. OF THE CENTERLINE OF THE ROAD LEADING S.
 AX0750'ALONG THE FENCE, 2.7 FEET S.W. OF THE CORNER FENCE POST, 1.2 FEET W.
 AX0750'OF THE FENCE, 1.8 FEET N. OF REFERENCE POST.  FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0817 ***********************************************************************
 AX0817  DESIGNATION -  P 854
 AX0817  PID         -  AX0817
 AX0817  STATE/COUNTY-  TX/LAVACA
 AX0817  USGS QUAD   -  SUBLIME (1981)
 AX0817
 AX0817                         *CURRENT SURVEY CONTROL
 AX0817  ___________________________________________________________________
 AX0817* NAD 83(1986)-  29 25 37.     (N)    096 47 10.     (W)     SCALED    
 AX0817* NAVD 88     -        57.09   (+/-2cm)     187.3    (feet)  VERTCON   
 AX0817  ___________________________________________________________________
 AX0817  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0817
 AX0817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0817
 AX0817.The horizontal coordinates were scaled from a topographic map and have
 AX0817.an estimated accuracy of +/- 6 seconds.
 AX0817
 AX0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0817.The vertical order pertains to the NGVD 29 superseded value.
 AX0817
 AX0817.The geoid height was determined by GEOID03.
 AX0817
 AX0817;                    North         East    Units  Estimated Accuracy
 AX0817;SPC TXSC     - 4,178,650.      814,790.      MT  (+/- 180 meters Scaled)
 AX0817
 AX0817                          SUPERSEDED SURVEY CONTROL
 AX0817
 AX0817  NGVD 29 (??/??/92)   57.087  (m)          187.29   (f) ADJ UNCH    2 0
 AX0817
 AX0817.Superseded values are not recommended for survey control.
 AX0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0817.See file dsdata.txt to determine how the superseded data were derived.
 AX0817
 AX0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT147573(NAD 83)
 AX0817_MARKER: DB = BENCH MARK DISK
 AX0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0817_STAMPING: P 854 1943
 AX0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0817+STABILITY: SURFACE MOTION
 AX0817
 AX0817  HISTORY     - Date     Condition        Report By
 AX0817  HISTORY     - 1943     MONUMENTED       CGS
 AX0817  HISTORY     - 1962     GOOD             USGS
 AX0817  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0817
 AX0817                          STATION DESCRIPTION
 AX0817
 AX0817'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX0817'3.8 MI S FROM SUBLIME.
 AX0817'P.O. AT SUBLIME, LAVACA COUNTY, 3.8 MI. S. OF ALONG COUNTY ROAD TO
 AX0817'VIENNA, AT A SIDE ROAD LEADING S.W. TO A FARM HOUSE, 18 FEET W. OF
 AX0817'CENTERLINE OF COUNTY ROAD, 25 FEET S. OF CENTERLINE OF SIDE ROAD.
 AX0817'PROJECTS 0.4 FOOT.
 AX0817
 AX0817                          STATION RECOVERY (1997)
 AX0817
 AX0817'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0818 ***********************************************************************
 AX0818  DESIGNATION -  P 854 RESET 1974
 AX0818  PID         -  AX0818
 AX0818  STATE/COUNTY-  TX/LAVACA
 AX0818  USGS QUAD   -  SUBLIME (1981)
 AX0818
 AX0818                         *CURRENT SURVEY CONTROL
 AX0818  ___________________________________________________________________
 AX0818* NAD 83(1986)-  29 25 37.     (N)    096 47 11.     (W)     SCALED    
 AX0818* NAVD 88     -        56.90   (+/-2cm)     186.7    (feet)  VERTCON   
 AX0818  ___________________________________________________________________
 AX0818  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0818
 AX0818  VERT ORDER  -  THIRD (See Below)
 AX0818
 AX0818.The horizontal coordinates were scaled from a topographic map and have
 AX0818.an estimated accuracy of +/- 6 seconds.
 AX0818
 AX0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0818.The vertical order pertains to the NGVD 29 superseded value.
 AX0818
 AX0818.The geoid height was determined by GEOID03.
 AX0818
 AX0818;                    North         East    Units  Estimated Accuracy
 AX0818;SPC TXSC     - 4,178,650.      814,760.      MT  (+/- 180 meters Scaled)
 AX0818
 AX0818                          SUPERSEDED SURVEY CONTROL
 AX0818
 AX0818  NGVD 29 (01/29/03)   56.90   (m)          186.7    (f) RESET       3  
 AX0818
 AX0818.Superseded values are not recommended for survey control.
 AX0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0818.See file dsdata.txt to determine how the superseded data were derived.
 AX0818
 AX0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT147573(NAD 83)
 AX0818_MARKER: Z = SEE DESCRIPTION
 AX0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0818_SP_SET: ALUMINUM MONUMENT
 AX0818_STAMPING: P 854 RESET 1974
 AX0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0818
 AX0818  HISTORY     - Date     Condition        Report By
 AX0818  HISTORY     - 1974     MONUMENTED       NGS
 AX0818  HISTORY     - 19970607 GOOD             USPSQD
 AX0818
 AX0818                          STATION DESCRIPTION
 AX0818
 AX0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AX0818'3.5 MI S FROM SUBLIME.
 AX0818'FROM THE INTERSECTION OF U.S. HIGHWAY 90A AND FARM ROAD 3283 IN
 AX0818'SUBLIME, GO SOUTHERLY ON FARM ROAD 3283 FOR 3.45 MILES TO A DRIVE WAY
 AX0818'ON THE RIGHT LEADING TO FARM HOUSE AND MARK ON THE RIGHT.  THE MARK IS
 AX0818'A CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT 2-INCHES.  ITS ABOUT 300
 AX0818'FEET SOUTHEAST OF A FARM HOUSE, ABOUT 300 FEET WEST-NORTHWEST OF
 AX0818'ANOTHER FARM HOUSE, 71 FEET NORTH OF THE TANGENT OF ROAD LEADING EAST
 AX0818'TO FARM HOUSE, 56 FEET SOUTH OF THE CENTER OF ROAD, 50 FEET WEST OF
 AX0818'THE CENTER OF ROAD AND 1-FOOT NORTH OF A METAL WITNESS POST.
 AX0818
 AX0818                          STATION RECOVERY (1997)
 AX0818
 AX0818'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1648 ***********************************************************************
 AN1648  DESIGNATION -  P 855
 AN1648  PID         -  AN1648
 AN1648  STATE/COUNTY-  TX/KARNES
 AN1648  USGS QUAD   -  HELENA (1987)
 AN1648
 AN1648                         *CURRENT SURVEY CONTROL
 AN1648  ___________________________________________________________________
 AN1648* NAD 83(1986)-  28 55 57.     (N)    097 50 21.     (W)     SCALED    
 AN1648* NAVD 88     -        81.64   (+/-2cm)     267.8    (feet)  VERTCON   
 AN1648  ___________________________________________________________________
 AN1648  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AN1648
 AN1648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1648
 AN1648.The horizontal coordinates were scaled from a topographic map and have
 AN1648.an estimated accuracy of +/- 6 seconds.
 AN1648
 AN1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1648.The vertical order pertains to the NGVD 29 superseded value.
 AN1648
 AN1648.The geoid height was determined by GEOID03.
 AN1648
 AN1648;                    North         East    Units  Estimated Accuracy
 AN1648;SPC TXSC     - 4,122,380.      713,170.      MT  (+/- 180 meters Scaled)
 AN1648
 AN1648                          SUPERSEDED SURVEY CONTROL
 AN1648
 AN1648  NGVD 29 (??/??/92)   81.611  (m)          267.75   (f) ADJ UNCH    2 0
 AN1648
 AN1648.Superseded values are not recommended for survey control.
 AN1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1648.See file dsdata.txt to determine how the superseded data were derived.
 AN1648
 AN1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT131010(NAD 83)
 AN1648_MARKER: DB = BENCH MARK DISK
 AN1648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1648_SP_SET: BRIDGE
 AN1648_STAMPING: P 855 1943
 AN1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1648
 AN1648  HISTORY     - Date     Condition        Report By
 AN1648  HISTORY     - 1943     MONUMENTED       CGS
 AN1648
 AN1648                          STATION DESCRIPTION
 AN1648
 AN1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1648'1.7 MI SW FROM HELENA.
 AN1648'ABOUT 1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE FOUR CORNERS
 AN1648'AT HELENA, KARNES COUNTY, IN THE TOP OF THE NORTHEAST END OF THE
 AN1648'SOUTHEAST SIDE WALL OF A 28-FOOT CONCRETE BRIDGE OVER A SHALLOW CREEK,
 AN1648'12.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 AN1648'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 855 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2825 ***********************************************************************
 AX2825  DESIGNATION -  P 856 RESET
 AX2825  PID         -  AX2825
 AX2825  STATE/COUNTY-  TX/WILSON
 AX2825  USGS QUAD   -  BALD MOUND (1987)
 AX2825
 AX2825                         *CURRENT SURVEY CONTROL
 AX2825  ___________________________________________________________________
 AX2825* NAD 83(1986)-  29 13 54.     (N)    097 45 00.     (W)     SCALED    
 AX2825* NAVD 88     -       101.31   (+/-2cm)     332.4    (feet)  VERTCON   
 AX2825  ___________________________________________________________________
 AX2825  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AX2825
 AX2825  VERT ORDER  -  THIRD (See Below)
 AX2825
 AX2825.The horizontal coordinates were scaled from a topographic map and have
 AX2825.an estimated accuracy of +/- 6 seconds.
 AX2825
 AX2825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2825.The vertical order pertains to the NGVD 29 superseded value.
 AX2825
 AX2825.The geoid height was determined by GEOID03.
 AX2825
 AX2825;                    North         East    Units  Estimated Accuracy
 AX2825;SPC TXSC     - 4,155,620.      721,510.      MT  (+/- 180 meters Scaled)
 AX2825
 AX2825                          SUPERSEDED SURVEY CONTROL
 AX2825
 AX2825  NGVD 29 (01/29/03)  101.27   (m)          332.2    (f) RESET       3  
 AX2825
 AX2825.Superseded values are not recommended for survey control.
 AX2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2825.See file dsdata.txt to determine how the superseded data were derived.
 AX2825
 AX2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT214343(NAD 83)
 AX2825_MARKER: I = METAL ROD
 AX2825_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2825_SP_SET: STAINLESS STEEL ROD
 AX2825_STAMPING: P 856 RESET 1981
 AX2825_MARK LOGO: NGS   
 AX2825_PROJECTION: FLUSH
 AX2825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2825_ROD/PIPE-DEPTH: 10.0 meters
 AX2825
 AX2825  HISTORY     - Date     Condition        Report By
 AX2825  HISTORY     - 1981     MONUMENTED       NGS
 AX2825  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 AX2825
 AX2825                          STATION DESCRIPTION
 AX2825
 AX2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AX2825'4.4 KM (2.75 MI) SSE FROM NIXON.
 AX2825'4.4 KM (2.75 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE POST
 AX2825'OFFICE IN NIXON, AT A ROAD SIDE PARK OF THE EAST SIDE OF THE HIGHWAY,
 AX2825'67.0 M (220 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AX2825'51.1 M (169 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF A CONCRETE
 AX2825'PICNIC TABLE, 54.2 M (178 FT) NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST
 AX2825'CORNER OF A CHAIN LINK FENCE AROUND THE PARK, 81.2 M (266.5 FT)
 AX2825'SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST CORNER OF THE FENCE, 0.3 M
 AX2825'(1.0 FT) WEST-SOUTHWEST OF THE FENCE.
 AX2825'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 AX2825'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AX2825
 AX2825                          STATION RECOVERY (2004)
 AX2825
 AX2825'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1948 ***********************************************************************
 AX1948  DESIGNATION -  P 857
 AX1948  PID         -  AX1948
 AX1948  STATE/COUNTY-  TX/KARNES
 AX1948  USGS QUAD   -  GARFIELD (1987)
 AX1948
 AX1948                         *CURRENT SURVEY CONTROL
 AX1948  ___________________________________________________________________
 AX1948* NAD 83(1986)-  29 06 00.     (N)    097 40 33.     (W)     SCALED    
 AX1948* NAVD 88     -       148.05   (+/-2cm)     485.7    (feet)  VERTCON   
 AX1948  ___________________________________________________________________
 AX1948  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AX1948
 AX1948  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1948
 AX1948.The horizontal coordinates were scaled from a topographic map and have
 AX1948.an estimated accuracy of +/- 6 seconds.
 AX1948
 AX1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1948.The vertical order pertains to the NGVD 29 superseded value.
 AX1948
 AX1948.The geoid height was determined by GEOID03.
 AX1948
 AX1948;                    North         East    Units  Estimated Accuracy
 AX1948;SPC TXSC     - 4,141,110.      728,880.      MT  (+/- 180 meters Scaled)
 AX1948
 AX1948                          SUPERSEDED SURVEY CONTROL
 AX1948
 AX1948  NGVD 29 (??/??/92)  148.012  (m)          485.60   (f) ADJ UNCH    2 0
 AX1948
 AX1948.Superseded values are not recommended for survey control.
 AX1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1948.See file dsdata.txt to determine how the superseded data were derived.
 AX1948
 AX1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT288197(NAD 83)
 AX1948_MARKER: DB = BENCH MARK DISK
 AX1948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1948_SP_SET: CULVERT
 AX1948_STAMPING: P 857 1943
 AX1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1948
 AX1948  HISTORY     - Date     Condition        Report By
 AX1948  HISTORY     - 1943     MONUMENTED       CGS
 AX1948  HISTORY     - 1963     GOOD             NGS
 AX1948
 AX1948                          STATION DESCRIPTION
 AX1948
 AX1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AX1948'5.5 MI E FROM GILLETT.
 AX1948'ABOUT 5.5 MILES EAST ALONG STATE HIGHWAY 119 FROM THE FOUR CORNERS AT
 AX1948'GILLETT, KARNES COUNTY, TO A DIRT ROAD CROSSING THE HIGHWAY, NORTHEAST
 AX1948'ALONG DIRT ROAD ABOUT 1.5 MILES TO A T ROAD, SOUTHEAST 0.55 MILES TO A
 AX1948'T ROAD EAST, ABOUT 0.1 MILE EAST OF T ROAD, IN THE TOP OF THE EAST END
 AX1948'OF THE SOUTH HEADWALL OF A 4- BY 8-FOOT CONCRETE BOX CULVERT, 12.5
 AX1948'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER
 AX1948'THAN THE ROAD.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1634 ***********************************************************************
 AN1634  DESIGNATION -  P 858
 AN1634  PID         -  AN1634
 AN1634  STATE/COUNTY-  TX/DE WITT
 AN1634  USGS QUAD   -  RUNGE (1987)
 AN1634
 AN1634                         *CURRENT SURVEY CONTROL
 AN1634  ___________________________________________________________________
 AN1634* NAD 83(1986)-  28 58 10.     (N)    097 42 23.     (W)     SCALED    
 AN1634* NAVD 88     -       140.43   (+/-2cm)     460.7    (feet)  VERTCON   
 AN1634  ___________________________________________________________________
 AN1634  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AN1634
 AN1634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1634
 AN1634.The horizontal coordinates were scaled from a topographic map and have
 AN1634.an estimated accuracy of +/- 6 seconds.
 AN1634
 AN1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1634.The vertical order pertains to the NGVD 29 superseded value.
 AN1634
 AN1634.The geoid height was determined by GEOID03.
 AN1634
 AN1634;                    North         East    Units  Estimated Accuracy
 AN1634;SPC TXSC     - 4,126,610.      726,070.      MT  (+/- 180 meters Scaled)
 AN1634
 AN1634                          SUPERSEDED SURVEY CONTROL
 AN1634
 AN1634  NGVD 29 (??/??/92)  140.406  (m)          460.65   (f) ADJ UNCH    2 0
 AN1634
 AN1634.Superseded values are not recommended for survey control.
 AN1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1634.See file dsdata.txt to determine how the superseded data were derived.
 AN1634
 AN1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT260052(NAD 83)
 AN1634_MARKER: DB = BENCH MARK DISK
 AN1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1634_STAMPING: P 858 1943
 AN1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1634+STABILITY: SURFACE MOTION
 AN1634
 AN1634  HISTORY     - Date     Condition        Report By
 AN1634  HISTORY     - 1943     MONUMENTED       CGS
 AN1634
 AN1634                          STATION DESCRIPTION
 AN1634
 AN1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1634'0.9 MI W FROM NORDHEIM.
 AN1634'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 AN1634'NORDHEIM, DE WITT COUNTY, THENCE ABOUT 7.0 MILES NORTHWEST ALONG A
 AN1634'DIRT ROAD.  ABOUT 0.8 MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING
 AN1634'NORTH AT THE DE WITT-KARNES COUNTY LINE, 58.6 FEET NORTH OF THE
 AN1634'NORTHEAST CORNER OF A FRAME FARMHOUSE, 15.5 FEET SOUTH OF THE CENTER
 AN1634'LINE OF THE ROAD, 0.9 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 3
 AN1634'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 AN1634'ROAD.  A STANDARD DISK, STAMPED P 858 1943 AND SET IN THE TOP OF A
 AN1634'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1964 ***********************************************************************
 AX1964  DESIGNATION -  P 859
 AX1964  PID         -  AX1964
 AX1964  STATE/COUNTY-  TX/DE WITT
 AX1964  USGS QUAD   -  NEW DAVY (1987)
 AX1964
 AX1964                         *CURRENT SURVEY CONTROL
 AX1964  ___________________________________________________________________
 AX1964* NAD 83(1986)-  29 05 00.     (N)    097 35 39.     (W)     SCALED    
 AX1964* NAVD 88     -       134.97   (+/-2cm)     442.8    (feet)  VERTCON   
 AX1964  ___________________________________________________________________
 AX1964  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX1964
 AX1964  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1964
 AX1964.The horizontal coordinates were scaled from a topographic map and have
 AX1964.an estimated accuracy of +/- 6 seconds.
 AX1964
 AX1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1964.The vertical order pertains to the NGVD 29 superseded value.
 AX1964
 AX1964.The geoid height was determined by GEOID03.
 AX1964
 AX1964;                    North         East    Units  Estimated Accuracy
 AX1964;SPC TXSC     - 4,139,360.      736,850.      MT  (+/- 180 meters Scaled)
 AX1964
 AX1964                          SUPERSEDED SURVEY CONTROL
 AX1964
 AX1964  NGVD 29 (??/??/92)  134.939  (m)          442.71   (f) ADJ UNCH    2 0
 AX1964
 AX1964.Superseded values are not recommended for survey control.
 AX1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1964.See file dsdata.txt to determine how the superseded data were derived.
 AX1964
 AX1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT368180(NAD 83)
 AX1964_MARKER: DB = BENCH MARK DISK
 AX1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1964_STAMPING: P 859 1943
 AX1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1964+STABILITY: SURFACE MOTION
 AX1964
 AX1964  HISTORY     - Date     Condition        Report By
 AX1964  HISTORY     - 1943     MONUMENTED       CGS
 AX1964
 AX1964                          STATION DESCRIPTION
 AX1964
 AX1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1964'4.05 MI S FROM NOPAL.
 AX1964'TO REACH FROM THE POST OFFICE AT NOPAL, PROCEED 4.05 MILES SOUTHERLY
 AX1964'ALONG A DIRT ROAD TO THE TOP OF A HILL AND SITE OF BENCH MARK.  BENCH
 AX1964'MARK IS 0.1 MILE NORTH OF THE INTERSECTION OF A DIRT T ROAD.  IT IS
 AX1964'35.6 FEET WEST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE ROAD,
 AX1964'4.4 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND 3.2 FEET NORTH OF A
 AX1964'4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT. NOTE--
 AX1964'THIS BENCH MARK IS ALSO 2.15 MILES NORTHEAST, THENCE 0.5 MILE EAST AND
 AX1964'0.1 MILE NORTH OF THE SCHOOL BUILDING AT DAVY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1369 ***********************************************************************
 BY1369  DESIGNATION -  P 86
 BY1369  PID         -  BY1369
 BY1369  STATE/COUNTY-  TX/HOUSTON
 BY1369  USGS QUAD   -  CROCKETT (1950)
 BY1369
 BY1369                         *CURRENT SURVEY CONTROL
 BY1369  ___________________________________________________________________
 BY1369* NAD 83(1986)-  31 19 05.     (N)    095 27 22.     (W)     SCALED    
 BY1369* NAVD 88     -       111.665  (meters)     366.35   (feet)  ADJUSTED  
 BY1369  ___________________________________________________________________
 BY1369  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1369  DYNAMIC HT  -         111.525 (meters)     365.89  (feet)  COMP
 BY1369  MODELED GRAV-     979,386.5   (mgal)                       NAVD 88
 BY1369
 BY1369  VERT ORDER  -  FIRST     CLASS II
 BY1369
 BY1369.The horizontal coordinates were scaled from a topographic map and have
 BY1369.an estimated accuracy of +/- 6 seconds.
 BY1369
 BY1369.The orthometric height was determined by differential leveling
 BY1369.and adjusted by the National Geodetic Survey in June 1991..
 BY1369
 BY1369.The geoid height was determined by GEOID03.
 BY1369
 BY1369.The dynamic height is computed by dividing the NAVD 88
 BY1369.geopotential number by the normal gravity value computed on the
 BY1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1369.degrees latitude (g = 980.6199 gals.).
 BY1369
 BY1369.The modeled gravity was interpolated from observed gravity values.
 BY1369
 BY1369;                    North         East    Units  Estimated Accuracy
 BY1369;SPC TX C     - 3,193,240.    1,164,050.      MT  (+/- 180 meters Scaled)
 BY1369
 BY1369                          SUPERSEDED SURVEY CONTROL
 BY1369
 BY1369  NGVD 29 (??/??/92)  111.650  (m)          366.31   (f) ADJ UNCH    1 2
 BY1369
 BY1369.Superseded values are not recommended for survey control.
 BY1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1369.See file dsdata.txt to determine how the superseded data were derived.
 BY1369
 BY1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ662674(NAD 83)
 BY1369_MARKER: DB = BENCH MARK DISK
 BY1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1369_SP_SET: BALUSTRADE
 BY1369_STAMPING: P 86 1932 366.325
 BY1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1369
 BY1369  HISTORY     - Date     Condition        Report By
 BY1369  HISTORY     - 1932     MONUMENTED       CGS
 BY1369  HISTORY     - 1960     GOOD             NGS
 BY1369  HISTORY     - 1980     GOOD             NGS
 BY1369
 BY1369                          STATION DESCRIPTION
 BY1369
 BY1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1369'IN CROCKETT.
 BY1369'ABOUT 0.15 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1369'STATION AT CROCKETT, THENCE 0.35 MILE EAST ALONG EAST GOLIAD AVENUE,
 BY1369'AT THE INTERSECTION OF EAST GOLIAD AVENUE AND SOUTH SIXTH STREET, SET
 BY1369'VERTICALLY IN THE SOUTH FACE OF THE WEST BRICK BALUSTRADE AT THE SOUTH
 BY1369'ENTRANCE TO THE POSTOFFICE, 23 FEET WEST OF THE CENTER LINE OF THE
 BY1369'SOUTH ENTRANCE, 5 1/2 FEET SOUTH OF THE SOUTH FACE OF THE BUILDING, 12
 BY1369'FEET NORTH OF THE NORTH CURB OF EAST GOLIAD AVENUE, AND ABOUT 1 FOOT
 BY1369'ABOVE THE LEVEL OF THE SIDEWALK.
 BY1369
 BY1369                          STATION RECOVERY (1980)
 BY1369
 BY1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0699 ***********************************************************************
 AX0699  DESIGNATION -  P 860
 AX0699  PID         -  AX0699
 AX0699  STATE/COUNTY-  TX/COLORADO
 AX0699  USGS QUAD   -  SHERIDAN NE (1981)
 AX0699
 AX0699                         *CURRENT SURVEY CONTROL
 AX0699  ___________________________________________________________________
 AX0699* NAD 83(1986)-  29 27 20.     (N)    096 30 56.     (W)     SCALED    
 AX0699* NAVD 88     -        55.80   (+/-2cm)     183.1    (feet)  VERTCON   
 AX0699  ___________________________________________________________________
 AX0699  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0699
 AX0699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0699
 AX0699.The horizontal coordinates were scaled from a topographic map and have
 AX0699.an estimated accuracy of +/- 6 seconds.
 AX0699
 AX0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0699.The vertical order pertains to the NGVD 29 superseded value.
 AX0699
 AX0699.The geoid height was determined by GEOID03.
 AX0699
 AX0699;                    North         East    Units  Estimated Accuracy
 AX0699;SPC TXSC     - 4,182,350.      840,960.      MT  (+/- 180 meters Scaled)
 AX0699
 AX0699                          SUPERSEDED SURVEY CONTROL
 AX0699
 AX0699  NGVD 29 (??/??/92)   55.79   (m)          183.0    (f) COMPUTED    2 0
 AX0699
 AX0699.Superseded values are not recommended for survey control.
 AX0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0699.See file dsdata.txt to determine how the superseded data were derived.
 AX0699
 AX0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT409610(NAD 83)
 AX0699_MARKER: DB = BENCH MARK DISK
 AX0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0699_STAMPING: P 860 1943
 AX0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0699+STABILITY: SURFACE MOTION
 AX0699
 AX0699  HISTORY     - Date     Condition        Report By
 AX0699  HISTORY     - 1943     MONUMENTED       CGS
 AX0699
 AX0699                          STATION DESCRIPTION
 AX0699
 AX0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0699'7.9 MI SE FROM ROCK ISLAND.
 AX0699'7.9 MI. S.E. ALONG THE COUNTY ROAD FROM THE STATION AT ROCK ISLAND,
 AX0699'SET AT A 3-WAY CONCRETE CORNER FENCE POST, 25 FEET N.E. OF THE
 AX0699'CENTERLINE OF THE ROAD, IN LINE WITH THE N.E.-S.W. FENCE, 2 FEET S.W.
 AX0699'OF THE CORNER POST, 1.8 FEET N.W. OF THE REFERENCE POST.  BENCH MARK
 AX0699'DISK SET IN TOP OF CONCRETE POST PROJECTION ABOUT 0.4 FOOT ABOVE THE
 AX0699'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0700 ***********************************************************************
 AX0700  DESIGNATION -  P 860 RESET 1955
 AX0700  PID         -  AX0700
 AX0700  STATE/COUNTY-  TX/COLORADO
 AX0700  USGS QUAD   -  SHERIDAN NE (1981)
 AX0700
 AX0700                         *CURRENT SURVEY CONTROL
 AX0700  ___________________________________________________________________
 AX0700* NAD 83(1986)-  29 27 20.     (N)    096 30 57.     (W)     SCALED    
 AX0700* NAVD 88     -        55.90   (+/-2cm)     183.4    (feet)  VERTCON   
 AX0700  ___________________________________________________________________
 AX0700  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0700
 AX0700  VERT ORDER  -  THIRD (See Below)
 AX0700
 AX0700.The horizontal coordinates were scaled from a topographic map and have
 AX0700.an estimated accuracy of +/- 6 seconds.
 AX0700
 AX0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0700.The vertical order pertains to the NGVD 29 superseded value.
 AX0700
 AX0700.The geoid height was determined by GEOID03.
 AX0700
 AX0700;                    North         East    Units  Estimated Accuracy
 AX0700;SPC TXSC     - 4,182,340.      840,940.      MT  (+/- 180 meters Scaled)
 AX0700
 AX0700                          SUPERSEDED SURVEY CONTROL
 AX0700
 AX0700  NGVD 29 (??/??/??)   55.89   (m)          183.4    (f) RESET       3  
 AX0700
 AX0700.Superseded values are not recommended for survey control.
 AX0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0700.See file dsdata.txt to determine how the superseded data were derived.
 AX0700
 AX0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT409610(NAD 83)
 AX0700_MARKER: DB = BENCH MARK DISK
 AX0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0700_STAMPING: P 860 RESET 1955
 AX0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0700+STABILITY: SURFACE MOTION
 AX0700
 AX0700  HISTORY     - Date     Condition        Report By
 AX0700  HISTORY     - 1955     MONUMENTED       TXHD
 AX0700
 AX0700                          STATION DESCRIPTION
 AX0700
 AX0700'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AX0700'7.9 MI SE FROM ROCK ISLAND.
 AX0700'3.2 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE STATION AT ROCK
 AX0700'ISLAND, COLORADO COUNTY, THENCE 4.7 MILES SOUTHEAST ALONG
 AX0700'FARM-TO-MARKET HIGHWAY 1693.  0.15 MILE NORTH OF A DOUBLE 6- BY 4-FOOT
 AX0700'CONCRETE BOX CULVERT, SOUTH OF A DRIVE TO A RICE FIELD WITH AN 18-INCH
 AX0700'PIPE CULVERT, 100 FEET EAST OF A T-FENCE CORNER (CROSS FENCE BEARING
 AX0700'WEST), 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET
 AX0700'SOUTH OF A CONCRETE BRACE POST.  A STANDARD DISK, STAMPED P 860 RESET
 AX0700'1955 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0945 ***********************************************************************
 AN0945  DESIGNATION -  P 861
 AN0945  PID         -  AN0945
 AN0945  STATE/COUNTY-  TX/GOLIAD
 AN0945  USGS QUAD   -  MELO (1987)
 AN0945
 AN0945                         *CURRENT SURVEY CONTROL
 AN0945  ___________________________________________________________________
 AN0945* NAD 83(1986)-  28 36 21.     (N)    097 24 05.     (W)     SCALED    
 AN0945* NAVD 88     -        59.71   (+/-2cm)     195.9    (feet)  VERTCON   
 AN0945  ___________________________________________________________________
 AN0945  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0945
 AN0945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0945
 AN0945.The horizontal coordinates were scaled from a topographic map and have
 AN0945.an estimated accuracy of +/- 6 seconds.
 AN0945
 AN0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0945.The vertical order pertains to the NGVD 29 superseded value.
 AN0945
 AN0945.The geoid height was determined by GEOID03.
 AN0945
 AN0945;                    North         East    Units  Estimated Accuracy
 AN0945;SPC TXSC     - 4,086,680.      756,340.      MT  (+/- 180 meters Scaled)
 AN0945
 AN0945                          SUPERSEDED SURVEY CONTROL
 AN0945
 AN0945  NGVD 29 (??/??/92)   59.777  (m)          196.12   (f) ADJ UNCH    2 0
 AN0945
 AN0945.Superseded values are not recommended for survey control.
 AN0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0945.See file dsdata.txt to determine how the superseded data were derived.
 AN0945
 AN0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS563653(NAD 83)
 AN0945_MARKER: DB = BENCH MARK DISK
 AN0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0945_STAMPING: P 861 1943
 AN0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0945+STABILITY: SURFACE MOTION
 AN0945
 AN0945  HISTORY     - Date     Condition        Report By
 AN0945  HISTORY     - 1943     MONUMENTED       CGS
 AN0945  HISTORY     - 1960     MARK NOT FOUND   USGS
 AN0945  HISTORY     - 1962     GOOD             USGS
 AN0945
 AN0945                          STATION DESCRIPTION
 AN0945
 AN0945'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AN0945'5.0 MI S FROM GOLIAD.
 AN0945'5.0 MILES SOUTH ALONG A COUNTY ROAD FROM THE COURTHOUSE AT GOLIAD,
 AN0945'GOLIAD COUNTY, ACROSS THE ROAD FROM AN AIRPORT, 24 FEET WEST OF THE
 AN0945'CENTERLINE OF THE ROAD, 6.3 FEET NORTH OF A NORTH GATEPOST, 1.6 FEET
 AN0945'EAST OF A FENCE, AND 1.8 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A
 AN0945'STANDARD DISK, STAMPED P 861 1943 AND SET IN THE TOP OF A CONCRETE
 AN0945'POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- THE AREA WHERE THE
 AN0945'AIRPORT WAS IS NOW PLOWED UP AND IS CHANGED NEAR THE ROAD WHERE THE
 AN0945'BENCH MARK WAS.  THE ROAD HAS ALSO BEEN CHANGED AND WIDENED.
 AN0945
 AN0945                          STATION RECOVERY (1962)
 AN0945
 AN0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AN0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0946 ***********************************************************************
 AN0946  DESIGNATION -  P 861 RESET 1965
 AN0946  PID         -  AN0946
 AN0946  STATE/COUNTY-  TX/GOLIAD
 AN0946  USGS QUAD   -  MELO (1987)
 AN0946
 AN0946                         *CURRENT SURVEY CONTROL
 AN0946  ___________________________________________________________________
 AN0946* NAD 83(1986)-  28 36 21.     (N)    097 24 05.     (W)     SCALED    
 AN0946* NAVD 88     -        59.78   (+/-2cm)     196.1    (feet)  VERTCON   
 AN0946  ___________________________________________________________________
 AN0946  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0946
 AN0946  VERT ORDER  -  THIRD (See Below)
 AN0946
 AN0946.The horizontal coordinates were scaled from a topographic map and have
 AN0946.an estimated accuracy of +/- 6 seconds.
 AN0946
 AN0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0946.The vertical order pertains to the NGVD 29 superseded value.
 AN0946
 AN0946.The geoid height was determined by GEOID03.
 AN0946
 AN0946;                    North         East    Units  Estimated Accuracy
 AN0946;SPC TXSC     - 4,086,680.      756,340.      MT  (+/- 180 meters Scaled)
 AN0946
 AN0946                          SUPERSEDED SURVEY CONTROL
 AN0946
 AN0946  NGVD 29 (01/29/03)   59.85   (m)          196.4    (f) RESET       3  
 AN0946
 AN0946.Superseded values are not recommended for survey control.
 AN0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0946.See file dsdata.txt to determine how the superseded data were derived.
 AN0946
 AN0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS563653(NAD 83)
 AN0946_MARKER: DB = BENCH MARK DISK
 AN0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0946_STAMPING: P 861 RESET 1965
 AN0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0946+STABILITY: SURFACE MOTION
 AN0946
 AN0946  HISTORY     - Date     Condition        Report By
 AN0946  HISTORY     - 1965     MONUMENTED       LOCENG
 AN0946  HISTORY     - 1966     GOOD             LOCENG
 AN0946
 AN0946                          STATION DESCRIPTION
 AN0946
 AN0946'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 AN0946'5.14 MI S FROM GOLIAD.
 AN0946'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 183 (U.S. 77 A) FROM THE
 AN0946'COURTHOUSE AT GOLIAD TO THE JUNCTION OF F.M. HIGHWAY 2825 (1.0 MILE
 AN0946'SOUTH OF THE SAN ANTONIO RIVER BRIDGE), THENCE 2.84 MILES SOUTH ALONG
 AN0946'F.M. HIGHWAY 2825, 51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3
 AN0946'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1.0 FOOT WEST OF THE
 AN0946'RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0946'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0957 ***********************************************************************
 AN0957  DESIGNATION -  P 862
 AN0957  PID         -  AN0957
 AN0957  STATE/COUNTY-  TX/GOLIAD
 AN0957  USGS QUAD   -  FANNIN (1987)
 AN0957
 AN0957                         *CURRENT SURVEY CONTROL
 AN0957  ___________________________________________________________________
 AN0957* NAD 83(1986)-  28 39 04.     (N)    097 13 05.     (W)     SCALED    
 AN0957* NAVD 88     -        36.97   (+/-2cm)     121.3    (feet)  VERTCON   
 AN0957  ___________________________________________________________________
 AN0957  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0957
 AN0957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0957
 AN0957.The horizontal coordinates were scaled from a topographic map and have
 AN0957.an estimated accuracy of +/- 6 seconds.
 AN0957
 AN0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0957.The vertical order pertains to the NGVD 29 superseded value.
 AN0957
 AN0957.The geoid height was determined by GEOID03.
 AN0957
 AN0957;                    North         East    Units  Estimated Accuracy
 AN0957;SPC TXSC     - 4,091,960.      774,190.      MT  (+/- 180 meters Scaled)
 AN0957
 AN0957                          SUPERSEDED SURVEY CONTROL
 AN0957
 AN0957  NGVD 29 (??/??/92)   37.061  (m)          121.59   (f) ADJ UNCH    2 0
 AN0957
 AN0957.Superseded values are not recommended for survey control.
 AN0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0957.See file dsdata.txt to determine how the superseded data were derived.
 AN0957
 AN0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS741706(NAD 83)
 AN0957_MARKER: DB = BENCH MARK DISK
 AN0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0957_STAMPING: P-862 1943
 AN0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0957+STABILITY: SURFACE MOTION
 AN0957
 AN0957  HISTORY     - Date     Condition        Report By
 AN0957  HISTORY     - 1943     MONUMENTED       CGS
 AN0957  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0957
 AN0957                          STATION DESCRIPTION
 AN0957
 AN0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0957'3.8 MI S FROM FANNIN.
 AN0957'3.8 MILES SOUTH ALONG THE COUNTY ROAD FROM THE STATION AT FANNIN, SET
 AN0957'ON THE SOUTHWEST SIDE OF THE ROAD FROM A FARM HOUSE, 58 FEET NORTHWEST
 AN0957'OF THE CENTER-LINE OF THE SIDE ROAD LEADING SOUTHWEST, 23 FEET
 AN0957'SOUTHWEST OF THE CENTER-LINE OF THE ROAD, 7 FEET SOUTH OF THE CORNER
 AN0957'FENCE POST, 1.6 FEET NORTH OF REFERENCE POST.  BENCH MARK DISK SET IN
 AN0957'TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 AN0957
 AN0957                          STATION RECOVERY (1990)
 AN0957
 AN0957'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0964 ***********************************************************************
 AN0964  DESIGNATION -  P 862 RESET 1959
 AN0964  PID         -  AN0964
 AN0964  STATE/COUNTY-  TX/GOLIAD
 AN0964  USGS QUAD   -  FANNIN (1987)
 AN0964
 AN0964                         *CURRENT SURVEY CONTROL
 AN0964  ___________________________________________________________________
 AN0964* NAD 83(1986)-  28 38 35.     (N)    097 12 19.     (W)     SCALED    
 AN0964* NAVD 88     -        36.90   (+/-2cm)     121.1    (feet)  VERTCON   
 AN0964  ___________________________________________________________________
 AN0964  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0964
 AN0964  VERT ORDER  -  THIRD (See Below)
 AN0964
 AN0964.The horizontal coordinates were scaled from a topographic map and have
 AN0964.an estimated accuracy of +/- 6 seconds.
 AN0964
 AN0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0964.The vertical order pertains to the NGVD 29 superseded value.
 AN0964
 AN0964.The geoid height was determined by GEOID03.
 AN0964
 AN0964;                    North         East    Units  Estimated Accuracy
 AN0964;SPC TXSC     - 4,091,090.      775,460.      MT  (+/- 180 meters Scaled)
 AN0964
 AN0964                          SUPERSEDED SURVEY CONTROL
 AN0964
 AN0964  NGVD 29 (01/29/03)   37.00   (m)          121.4    (f) RESET       3  
 AN0964
 AN0964.Superseded values are not recommended for survey control.
 AN0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0964.See file dsdata.txt to determine how the superseded data were derived.
 AN0964
 AN0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS754697(NAD 83)
 AN0964_MARKER: DB = BENCH MARK DISK
 AN0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0964_STAMPING: P 862 RESET 1959
 AN0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0964+STABILITY: SURFACE MOTION
 AN0964
 AN0964  HISTORY     - Date     Condition        Report By
 AN0964  HISTORY     - 1959     MONUMENTED       TXHD
 AN0964  HISTORY     - 1990     GOOD             USPSQD
 AN0964
 AN0964                          STATION DESCRIPTION
 AN0964
 AN0964'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AN0964'3.8 MI S FROM FANNIN.
 AN0964'3.8 MILES SOUTH ALONG F. M. HIGHWAY 2506 FROM TEXAS AND NEW ORLEANS
 AN0964'RAILROAD STATION AT FANNIN, ACROSS THE ROAD FROM A FRAME HOUSE AT THE
 AN0964'JUNCTION OF A ROAD LEADING SOUTHWEST, 58 FEET NORTHWEST OF THE
 AN0964'CENTERLINE OF THE SIDE ROAD, 41 FEET SOUTH OF THE CENTERLINE OF THE
 AN0964'HIGHWAY, AND 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 2.5
 AN0964'FEET EAST OF A FENCE CORNER, AND 3 FEET WEST OF A WHITE WOODEN WITNESS
 AN0964'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.50 FEET ABOVE
 AN0964'THE GROUND.
 AN0964
 AN0964                          STATION RECOVERY (1990)
 AN0964
 AN0964'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1491 ***********************************************************************
 AN1491  DESIGNATION -  P 863
 AN1491  PID         -  AN1491
 AN1491  STATE/COUNTY-  TX/BEE
 AN1491  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1491
 AN1491                         *CURRENT SURVEY CONTROL
 AN1491  ___________________________________________________________________
 AN1491* NAD 83(1986)-  28 14 07.     (N)    097 39 50.     (W)     SCALED    
 AN1491* NAVD 88     -        45.06   (+/-2cm)     147.8    (feet)  VERTCON   
 AN1491  ___________________________________________________________________
 AN1491  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1491
 AN1491  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1491
 AN1491.The horizontal coordinates were scaled from a topographic map and have
 AN1491.an estimated accuracy of +/- 6 seconds.
 AN1491
 AN1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1491.The vertical order pertains to the NGVD 29 superseded value.
 AN1491
 AN1491.The geoid height was determined by GEOID03.
 AN1491
 AN1491;                    North         East    Units  Estimated Accuracy
 AN1491;SPC TXSC     - 4,045,300.      731,140.      MT  (+/- 180 meters Scaled)
 AN1491
 AN1491                          SUPERSEDED SURVEY CONTROL
 AN1491
 AN1491  NGVD 29 (??/??/92)   45.097  (m)          147.96   (f) ADJ UNCH    1 2
 AN1491
 AN1491.Superseded values are not recommended for survey control.
 AN1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1491.See file dsdata.txt to determine how the superseded data were derived.
 AN1491
 AN1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS310239(NAD 83)
 AN1491_MARKER: DB = BENCH MARK DISK
 AN1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1491_STAMPING: P-863 1943
 AN1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1491+STABILITY: SURFACE MOTION
 AN1491
 AN1491  HISTORY     - Date     Condition        Report By
 AN1491  HISTORY     - 1943     MONUMENTED       CGS
 AN1491  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1491  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1491
 AN1491                          STATION DESCRIPTION
 AN1491
 AN1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1491'1.5 MI SE FROM SKIDMORE.
 AN1491'1.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1491'STATION AT SKIDMORE, SET ON THE SOUTHWEST SIDE OF THE TRACK FROM THE
 AN1491'3RD. POLE NORTHWEST OF MILEPOST NO. 106, 44.3 FEET SOUTHWEST OF THE
 AN1491'SOUTHWEST RAIL OF THE TRACK, 34 FEET NORTHEAST OF THE CENTER-LINE OF
 AN1491'U.S. HIGHWAY NO. 181, 1.5 FEET SOUTHEAST OF THE REFERENCE POST. BENCH
 AN1491'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT
 AN1491'ABOVE THE GROUND.
 AN1491
 AN1491                          STATION RECOVERY (1974)
 AN1491
 AN1491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1491'MARK NOT FOUND.
 AN1491
 AN1491                          STATION RECOVERY (1987)
 AN1491
 AN1491'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1492 ***********************************************************************
 AN1492  DESIGNATION -  P 863 RESET 1960
 AN1492  PID         -  AN1492
 AN1492  STATE/COUNTY-  TX/BEE
 AN1492  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1492
 AN1492                         *CURRENT SURVEY CONTROL
 AN1492  ___________________________________________________________________
 AN1492* NAD 83(1986)-  28 14 07.     (N)    097 39 50.     (W)     SCALED    
 AN1492* NAVD 88     -        44.99   (+/-2cm)     147.6    (feet)  VERTCON   
 AN1492  ___________________________________________________________________
 AN1492  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1492
 AN1492  VERT ORDER  -  THIRD (See Below)
 AN1492
 AN1492.The horizontal coordinates were scaled from a topographic map and have
 AN1492.an estimated accuracy of +/- 6 seconds.
 AN1492
 AN1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1492.The vertical order pertains to the NGVD 29 superseded value.
 AN1492
 AN1492.The geoid height was determined by GEOID03.
 AN1492
 AN1492;                    North         East    Units  Estimated Accuracy
 AN1492;SPC TXSC     - 4,045,300.      731,140.      MT  (+/- 180 meters Scaled)
 AN1492
 AN1492                          SUPERSEDED SURVEY CONTROL
 AN1492
 AN1492  NGVD 29 (01/29/03)   45.02   (m)          147.7    (f) RESET       3  
 AN1492
 AN1492.Superseded values are not recommended for survey control.
 AN1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1492.See file dsdata.txt to determine how the superseded data were derived.
 AN1492
 AN1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS310239(NAD 83)
 AN1492_MARKER: DB = BENCH MARK DISK
 AN1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1492_STAMPING: P 863 RESET 1960
 AN1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1492+STABILITY: SURFACE MOTION
 AN1492
 AN1492  HISTORY     - Date     Condition        Report By
 AN1492  HISTORY     - 1960     MONUMENTED       TXHD
 AN1492  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1492
 AN1492                          STATION DESCRIPTION
 AN1492
 AN1492'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 AN1492'1.5 MI SE FROM SKIDMORE.
 AN1492'ABOUT 1.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN1492'FROM THE STATION AT SKIDMORE, BEE COUNTY, ABOUT 3 POLES NORTHWEST OF
 AN1492'MILEPOST 106, 38.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 40 FEET
 AN1492'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 181, AND SET IN THE TOP OF
 AN1492'A CONCRETE POST FLUSH WITH THE GROUND.
 AN1492
 AN1492                          STATION RECOVERY (1981)
 AN1492
 AN1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1492'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1454 ***********************************************************************
 AN1454  DESIGNATION -  P 864
 AN1454  PID         -  AN1454
 AN1454  STATE/COUNTY-  TX/BEE
 AN1454  USGS QUAD   -  REFUGIO SW (1978)
 AN1454
 AN1454                         *CURRENT SURVEY CONTROL
 AN1454  ___________________________________________________________________
 AN1454* NAD 83(1986)-  28 21 07.     (N)    097 24 29.     (W)     SCALED    
 AN1454* NAVD 88     -        22.85   (+/-2cm)      75.0    (feet)  VERTCON   
 AN1454  ___________________________________________________________________
 AN1454  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1454
 AN1454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1454
 AN1454.The horizontal coordinates were scaled from a topographic map and have
 AN1454.an estimated accuracy of +/- 6 seconds.
 AN1454
 AN1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1454.The vertical order pertains to the NGVD 29 superseded value.
 AN1454
 AN1454.The geoid height was determined by GEOID03.
 AN1454
 AN1454;                    North         East    Units  Estimated Accuracy
 AN1454;SPC TXSC     - 4,058,540.      756,070.      MT  (+/- 180 meters Scaled)
 AN1454
 AN1454                          SUPERSEDED SURVEY CONTROL
 AN1454
 AN1454  NGVD 29 (??/??/92)   22.968  (m)           75.35   (f) ADJ UNCH    2 0
 AN1454
 AN1454.Superseded values are not recommended for survey control.
 AN1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1454.See file dsdata.txt to determine how the superseded data were derived.
 AN1454
 AN1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS560372(NAD 83)
 AN1454_MARKER: DB = BENCH MARK DISK
 AN1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1454_STAMPING: P 864 1943
 AN1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1454+STABILITY: SURFACE MOTION
 AN1454
 AN1454  HISTORY     - Date     Condition        Report By
 AN1454  HISTORY     - 1943     MONUMENTED       CGS
 AN1454  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1454  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1454  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1454
 AN1454                          STATION DESCRIPTION
 AN1454
 AN1454'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1454'4.5 MI S FROM BLANCONIA.
 AN1454'4.5 MILES SOUTH OF BLANCONIA, BEE COUNTY.  THIS BENCH MARK MAY BE
 AN1454'REACHED FROM THE CATHOLIC CHURCH BY GOING 0.6 MILE SOUTH ALONG A
 AN1454'COUNTY ROAD, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 202, AND THENCE
 AN1454'3.1 MILES SOUTH ALONG A COUNTY ROAD.  IT IS 0.2 MILE NORTH OF A GATE,
 AN1454'20 FEET WEST OF THE CENTERLINE OF THE ROAD, 0.8 FOOT WEST OF A FENCE,
 AN1454'AND 1.8 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AN1454'STAMPED P 864 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1454'0.4 FOOT ABOVE GROUND.
 AN1454
 AN1454                          STATION RECOVERY (1973)
 AN1454
 AN1454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1454'MARK NOT FOUND.
 AN1454
 AN1454                          STATION RECOVERY (1996)
 AN1454
 AN1454'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4439 ***********************************************************************
 AW4439  DESIGNATION -  P 865
 AW4439  PID         -  AW4439
 AW4439  STATE/COUNTY-  TX/FORT BEND
 AW4439  USGS QUAD   -  THOMPSONS (1980)
 AW4439
 AW4439                         *CURRENT SURVEY CONTROL
 AW4439  ___________________________________________________________________
 AW4439* NAD 83(1986)-  29 29 55.     (N)    095 33 42.     (W)     SCALED    
 AW4439* NAVD 88     -        16.977  (meters)      55.70   (feet)  ADJUSTED  
 AW4439  ___________________________________________________________________
 AW4439  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW4439  DYNAMIC HT  -          16.954 (meters)      55.62  (feet)  COMP
 AW4439  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 AW4439
 AW4439  VERT ORDER  -  FIRST     CLASS II
 AW4439
 AW4439.The horizontal coordinates were scaled from a topographic map and have
 AW4439.an estimated accuracy of +/- 6 seconds.
 AW4439
 AW4439.The orthometric height was determined by differential leveling
 AW4439.and adjusted by the National Geodetic Survey in June 1991..
 AW4439
 AW4439.The geoid height was determined by GEOID03.
 AW4439
 AW4439.The dynamic height is computed by dividing the NAVD 88
 AW4439.geopotential number by the normal gravity value computed on the
 AW4439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4439.degrees latitude (g = 980.6199 gals.).
 AW4439
 AW4439.The modeled gravity was interpolated from observed gravity values.
 AW4439
 AW4439;                    North         East    Units  Estimated Accuracy
 AW4439;SPC TXSC     - 4,189,460.      933,320.      MT  (+/- 180 meters Scaled)
 AW4439
 AW4439                          SUPERSEDED SURVEY CONTROL
 AW4439
 AW4439  NGVD 29 (12/23/87)   16.973  (m)           55.69   (f) ADJUSTED    1 2
 AW4439
 AW4439.Superseded values are not recommended for survey control.
 AW4439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4439.See file dsdata.txt to determine how the superseded data were derived.
 AW4439
 AW4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN516659(NAD 83)
 AW4439_MARKER: DB = BENCH MARK DISK
 AW4439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4439_SP_SET: CONCRETE POST
 AW4439_STAMPING: P 865 1943
 AW4439_MARK LOGO: CGS   
 AW4439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4439+STABILITY: SURFACE MOTION
 AW4439
 AW4439  HISTORY     - Date     Condition        Report By
 AW4439  HISTORY     - 1943     MONUMENTED       CGS
 AW4439  HISTORY     - 1973     GOOD             NGS
 AW4439  HISTORY     - 1987     GOOD             NGS
 AW4439  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4439  HISTORY     - 19980118 GOOD             USPSQD
 AW4439
 AW4439                          STATION DESCRIPTION
 AW4439
 AW4439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4439'1.55 MI E FROM THOMPSONS.
 AW4439'1.55 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4439'THE STATION AT THOMPSONS, 3 POLES EAST OF MILEPOLE 49, AT THE CROSSING
 AW4439'OF A ROAD, 74.9 FEET NORTH OF THE NORTH RAIL, 66 FEET EAST-NORTHEAST
 AW4439'OF THE NORTHEAST CORNER OF AN IRON PIPE CATTLEGUARD, 68 1/2 FEET EAST
 AW4439'OF THE CENTER LINE OF THE ROAD, 43.1 FEET NORTH OF A FENCE, 41 FEET
 AW4439'NORTHEAST OF A POWER POLE WITH A GUY WIRE, 1.0 FOOT NORTH OF A WITNESS
 AW4439'POST, ABOUT 6 FEET LOWER THAN THE TRACK, ABOUT 1 1/2 FEET LOWER THAN
 AW4439'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 AW4439'ABOVE THE GROUND.
 AW4439
 AW4439                          STATION RECOVERY (1987)
 AW4439
 AW4439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4439'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4439'OMIT--1.55 MI EAST ALONG THE ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE
 AW4439'STATION IN THOMPSONS, ADD--2.5 KM (1.55 MI) EAST ALONG THE
 AW4439'ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE POST OFFICE IN THOMPSONS.
 AW4439
 AW4439                          STATION RECOVERY (1996)
 AW4439
 AW4439'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4439'MARK NOT FOUND.
 AW4439
 AW4439                          STATION RECOVERY (1998)
 AW4439
 AW4439'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1707 ***********************************************************************
 AX1707  DESIGNATION -  P 866
 AX1707  PID         -  AX1707
 AX1707  STATE/COUNTY-  TX/LAVACA
 AX1707  USGS QUAD   -  TERRYVILLE (1987)
 AX1707
 AX1707                         *CURRENT SURVEY CONTROL
 AX1707  ___________________________________________________________________
 AX1707* NAD 83(1986)-  29 13 10.     (N)    097 01 23.     (W)     SCALED    
 AX1707* NAVD 88     -        72.01   (+/-2cm)     236.3    (feet)  VERTCON   
 AX1707  ___________________________________________________________________
 AX1707  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX1707
 AX1707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1707
 AX1707.The horizontal coordinates were scaled from a topographic map and have
 AX1707.an estimated accuracy of +/- 6 seconds.
 AX1707
 AX1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1707.The vertical order pertains to the NGVD 29 superseded value.
 AX1707
 AX1707.The geoid height was determined by GEOID03.
 AX1707
 AX1707;                    North         East    Units  Estimated Accuracy
 AX1707;SPC TXSC     - 4,155,240.      792,190.      MT  (+/- 180 meters Scaled)
 AX1707
 AX1707                          SUPERSEDED SURVEY CONTROL
 AX1707
 AX1707  NGVD 29 (??/??/92)   72.016  (m)          236.27   (f) ADJ UNCH    2 0
 AX1707
 AX1707.Superseded values are not recommended for survey control.
 AX1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1707.See file dsdata.txt to determine how the superseded data were derived.
 AX1707
 AX1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT921339(NAD 83)
 AX1707_MARKER: DB = BENCH MARK DISK
 AX1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1707_STAMPING: P 866 1943
 AX1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1707+STABILITY: SURFACE MOTION
 AX1707
 AX1707  HISTORY     - Date     Condition        Report By
 AX1707  HISTORY     - 1943     MONUMENTED       CGS
 AX1707
 AX1707                          STATION DESCRIPTION
 AX1707
 AX1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1707'1.65 MI W FROM HOPE.
 AX1707'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 1.65 MILES WESTERLY
 AX1707'ALONG THE HOPE-STRATTON ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1707'45.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AX1707'STATE HIGHWAY NO.111, AND 30.0 FEET NORTHWEST OF AND ABOUT THE SAME
 AX1707'ELEVATION AS THE CENTERLINE OF THE HOPE-STRATTON ROAD. IT IS 9.5 FEET
 AX1707'NORTHWEST OF A FENCE CORNER, 1.0 FOOT NORTHEAST OF THE HIGHWAY
 AX1707'RIGHT-OF-WAY FENCE, AND 3.5 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER
 AX1707'POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1704 ***********************************************************************
 AX1704  DESIGNATION -  P 868
 AX1704  PID         -  AX1704
 AX1704  STATE/COUNTY-  TX/VICTORIA
 AX1704  USGS QUAD   -  FORDTRAN (1987)
 AX1704
 AX1704                         *CURRENT SURVEY CONTROL
 AX1704  ___________________________________________________________________
 AX1704* NAD 83(1986)-  29 00 50.     (N)    097 02 02.     (W)     SCALED    
 AX1704* NAVD 88     -        58.78   (+/-2cm)     192.8    (feet)  VERTCON   
 AX1704  ___________________________________________________________________
 AX1704  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX1704
 AX1704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1704
 AX1704.The horizontal coordinates were scaled from a topographic map and have
 AX1704.an estimated accuracy of +/- 6 seconds.
 AX1704
 AX1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1704.The vertical order pertains to the NGVD 29 superseded value.
 AX1704
 AX1704.The geoid height was determined by GEOID03.
 AX1704
 AX1704;                    North         East    Units  Estimated Accuracy
 AX1704;SPC TXSC     - 4,132,450.      791,520.      MT  (+/- 180 meters Scaled)
 AX1704
 AX1704                          SUPERSEDED SURVEY CONTROL
 AX1704
 AX1704  NGVD 29 (??/??/92)   58.812  (m)          192.95   (f) ADJ UNCH    2 0
 AX1704
 AX1704.Superseded values are not recommended for survey control.
 AX1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1704.See file dsdata.txt to determine how the superseded data were derived.
 AX1704
 AX1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT914111(NAD 83)
 AX1704_MARKER: DB = BENCH MARK DISK
 AX1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1704_STAMPING: P 868 1943
 AX1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1704+STABILITY: SURFACE MOTION
 AX1704
 AX1704  HISTORY     - Date     Condition        Report By
 AX1704  HISTORY     - 1943     MONUMENTED       CGS
 AX1704
 AX1704                          STATION DESCRIPTION
 AX1704
 AX1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1704'8.95 MI NE FROM NURSERY.
 AX1704'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 8.95 MILES
 AX1704'NORTHEASTERLY ALONG THE NURSERY-FORDTRAN ROAD TO SITE OF BENCH MARK.
 AX1704'BENCH MARK IS 0.35 MILE NORTHEAST OF A CONCRETE CULVERT, AND 30.0 FEET
 AX1704'NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD. IT IS
 AX1704'5.0 FEET NORTHWEST OF A FENCE CORNER, 1.0 FOOT NORTHEAST OF A FENCE,
 AX1704'AND 3.2 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AX1704'PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0865 ***********************************************************************
 AX0865  DESIGNATION -  P 869
 AX0865  PID         -  AX0865
 AX0865  STATE/COUNTY-  TX/JACKSON
 AX0865  USGS QUAD   -  NAVIDAD (1981)
 AX0865
 AX0865                         *CURRENT SURVEY CONTROL
 AX0865  ___________________________________________________________________
 AX0865* NAD 83(1986)-  29 04 19.     (N)    096 48 31.     (W)     SCALED    
 AX0865* NAVD 88     -        23.48   (+/-2cm)      77.0    (feet)  VERTCON   
 AX0865  ___________________________________________________________________
 AX0865  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0865
 AX0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0865
 AX0865.The horizontal coordinates were scaled from a topographic map and have
 AX0865.an estimated accuracy of +/- 6 seconds.
 AX0865
 AX0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0865.The vertical order pertains to the NGVD 29 superseded value.
 AX0865
 AX0865.The geoid height was determined by GEOID03.
 AX0865
 AX0865;                    North         East    Units  Estimated Accuracy
 AX0865;SPC TXSC     - 4,139,270.      813,340.      MT  (+/- 180 meters Scaled)
 AX0865
 AX0865                          SUPERSEDED SURVEY CONTROL
 AX0865
 AX0865  NGVD 29 (??/??/92)   23.519  (m)           77.16   (f) ADJ UNCH    2 0
 AX0865
 AX0865.Superseded values are not recommended for survey control.
 AX0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0865.See file dsdata.txt to determine how the superseded data were derived.
 AX0865
 AX0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT133179(NAD 83)
 AX0865_MARKER: DB = BENCH MARK DISK
 AX0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0865_STAMPING: P 869 1943
 AX0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0865+STABILITY: SURFACE MOTION
 AX0865
 AX0865  HISTORY     - Date     Condition        Report By
 AX0865  HISTORY     - 1943     MONUMENTED       CGS
 AX0865
 AX0865                          STATION DESCRIPTION
 AX0865
 AX0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0865'3.05 MI W FROM NAVIDAD.
 AX0865'TO REACH FROM THE SCHOOL AT NAVIDAD-- PROCEED 3.05 MILES WESTERLY
 AX0865'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.35
 AX0865'MILE WEST OF A CATTLE GUARD, AND 33.0 FEET NORTH OF AND ABOUT THE SAME
 AX0865'ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 10.0 FEET NORTH OF A FENCE
 AX0865'CORNER, 1.0 FOOT WEST OF A FENCE, AND 2.7 FEET NORTH OF A 4X4-INCH
 AX0865'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0801 ***********************************************************************
 BL0801  DESIGNATION -  P 87
 BL0801  PID         -  BL0801
 BL0801  STATE/COUNTY-  TX/WALKER
 BL0801  USGS QUAD   -  RIVERSIDE (1997)
 BL0801
 BL0801                         *CURRENT SURVEY CONTROL
 BL0801  ___________________________________________________________________
 BL0801* NAD 83(1986)-  30 46 22.     (N)    095 23 43.     (W)     SCALED    
 BL0801* NAVD 88     -       109.22   (+/-2cm)     358.3    (feet)  VERTCON   
 BL0801  ___________________________________________________________________
 BL0801  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL0801
 BL0801  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0801
 BL0801.The horizontal coordinates were scaled from a topographic map and have
 BL0801.an estimated accuracy of +/- 6 seconds.
 BL0801
 BL0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0801.The vertical order pertains to the NGVD 29 superseded value.
 BL0801
 BL0801.The geoid height was determined by GEOID03.
 BL0801
 BL0801;                    North         East    Units  Estimated Accuracy
 BL0801;SPC TX C     - 3,133,110.    1,172,510.      MT  (+/- 180 meters Scaled)
 BL0801
 BL0801                          SUPERSEDED SURVEY CONTROL
 BL0801
 BL0801  NGVD 29 (??/??/92)  109.227  (m)          358.36   (f) ADJ UNCH    1 1
 BL0801
 BL0801.Superseded values are not recommended for survey control.
 BL0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0801.See file dsdata.txt to determine how the superseded data were derived.
 BL0801
 BL0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ707068(NAD 83)
 BL0801_MARKER: DB = BENCH MARK DISK
 BL0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0801_STAMPING: P 87 1932 358.805
 BL0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0801+STABILITY: SURFACE MOTION
 BL0801
 BL0801  HISTORY     - Date     Condition        Report By
 BL0801  HISTORY     - 1932     MONUMENTED       CGS
 BL0801  HISTORY     - 1973     GOOD             NGS
 BL0801  HISTORY     - 1978     GOOD             NGS
 BL0801  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0801
 BL0801                          STATION DESCRIPTION
 BL0801
 BL0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0801'5.65 MI SWS FROM RIVERSIDE.
 BL0801'ABOUT 5.65 MILES SOUTHWEST AND SOUTH ALONG THE MISSOURI-PACIFIC
 BL0801'RAILROAD FROM THE CROSSING OF FARM ROAD 980, ABOUT 44.6 FEET NORTHEAST
 BL0801'OF THE NORTHEAST RAIL, 31.7 FEET SOUTHWEST OF THE CENTER LINE OF FARM
 BL0801'ROAD 405, 55.6 FEET NORTHWEST OF A TELEPHONE POLE, 1.4 FEET SOUTHEAST
 BL0801'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE RAIL, AND SET
 BL0801'IN THE TOP OF A CONCRETE POST PROJECTING 1/2-FOOT.
 BL0801
 BL0801                          STATION RECOVERY (1978)
 BL0801
 BL0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0801'RECOVERED IN GOOD CONDITION.
 BL0801
 BL0801                          STATION RECOVERY (1987)
 BL0801
 BL0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0775 ***********************************************************************
 AB0775  DESIGNATION -  P 871
 AB0775  PID         -  AB0775
 AB0775  STATE/COUNTY-  TX/CAMERON
 AB0775  USGS QUAD   -  LA FERIA (1970)
 AB0775
 AB0775                         *CURRENT SURVEY CONTROL
 AB0775  ___________________________________________________________________
 AB0775* NAD 83(1986)-  26 10 17.     (N)    097 46 54.     (W)     SCALED    
 AB0775* NAVD 88     -        15.980  (meters)      52.43   (feet)  ADJUSTED  
 AB0775  ___________________________________________________________________
 AB0775  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AB0775  DYNAMIC HT  -          15.954 (meters)      52.34  (feet)  COMP
 AB0775  MODELED GRAV-     979,027.0   (mgal)                       NAVD 88
 AB0775
 AB0775  VERT ORDER  -  FIRST     CLASS II
 AB0775
 AB0775.The horizontal coordinates were scaled from a topographic map and have
 AB0775.an estimated accuracy of +/- 6 seconds.
 AB0775
 AB0775.The orthometric height was determined by differential leveling
 AB0775.and adjusted by the National Geodetic Survey in June 1991..
 AB0775
 AB0775.The geoid height was determined by GEOID03.
 AB0775
 AB0775.The dynamic height is computed by dividing the NAVD 88
 AB0775.geopotential number by the normal gravity value computed on the
 AB0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0775.degrees latitude (g = 980.6199 gals.).
 AB0775
 AB0775.The modeled gravity was interpolated from observed gravity values.
 AB0775
 AB0775;                    North         East    Units  Estimated Accuracy
 AB0775;SPC TX S     - 5,056,130.      371,810.      MT  (+/- 180 meters Scaled)
 AB0775
 AB0775                          SUPERSEDED SURVEY CONTROL
 AB0775
 AB0775.No superseded survey control is available for this station.
 AB0775
 AB0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP217952(NAD 83)
 AB0775_MARKER: DB = BENCH MARK DISK
 AB0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0775_SP_SET: CULVERT
 AB0775_STAMPING: P 871 1943
 AB0775_MARK LOGO: CGS   
 AB0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0775
 AB0775  HISTORY     - Date     Condition        Report By
 AB0775  HISTORY     - 1943     MONUMENTED       CGS
 AB0775  HISTORY     - 1963     GOOD             NGS
 AB0775  HISTORY     - 1981     GOOD             NGS
 AB0775  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0775  HISTORY     - 1988     GOOD             USPSQD
 AB0775  HISTORY     - 1988     GOOD             USPSQD
 AB0775  HISTORY     - 19910416 GOOD             USPSQD
 AB0775  HISTORY     - 19930123 GOOD             USPSQD
 AB0775
 AB0775                          STATION DESCRIPTION
 AB0775
 AB0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0775'2.8 MI E FROM LA FERIA.
 AB0775'2.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE OLD
 AB0775'CAMERON COUNTY BANK BUILDING AT LA FERIA, CAMERON COUNTY, 200 FEET
 AB0775'EAST OF THE CENTER OF A GRADE CROSSING FOR ROAD LEADING TO ADAMS
 AB0775'GARDENS, 40 FEET SOUTH AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AB0775'OF THE TRACKS, 30 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 83,
 AB0775'AND SET HORIZONALLY IN A DRILL HOLE IN THE WEST END OF NORTH HEADWALL
 AB0775'OF CONCRETE BOX CULVERT UNDER THE HIGHWAY.
 AB0775
 AB0775                          STATION RECOVERY (1981)
 AB0775
 AB0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0775'4.5 KM (2.8 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB0775'OF FARM ROAD 506 IN LA FERIA, AT THE JUNCTION OF BASS BOULEVARD, SET
 AB0775'IN THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 AB0775'HIGHWAY, 9.1 METERS (30.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0775'61.0 METERS (200 FT) EAST OF THE CENTER OF THE BOULEVARD, 11.9 METERS
 AB0775'(39.0 FT) SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC RAILROAD,
 AB0775'0.15 METERS (0.5 FT) EAST OF THE EAST END OF THE HEADWALL.
 AB0775
 AB0775                          STATION RECOVERY (1987)
 AB0775
 AB0775'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0775'MARK NOT FOUND.
 AB0775
 AB0775                          STATION RECOVERY (1988)
 AB0775
 AB0775'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0775'RECOVERED IN GOOD CONDITION.
 AB0775
 AB0775                          STATION RECOVERY (1988)
 AB0775
 AB0775'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0775'RECOVERED IN GOOD CONDITION.
 AB0775
 AB0775                          STATION RECOVERY (1991)
 AB0775
 AB0775'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0775'RECOVERED IN GOOD CONDITION.
 AB0775
 AB0775                          STATION RECOVERY (1993)
 AB0775
 AB0775'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0350 ***********************************************************************
 AE0350  DESIGNATION -  P 872
 AE0350  PID         -  AE0350
 AE0350  STATE/COUNTY-  TX/HIDALGO
 AE0350  USGS QUAD   -  PHARR (1983)
 AE0350
 AE0350                         *CURRENT SURVEY CONTROL
 AE0350  ___________________________________________________________________
 AE0350* NAD 83(1986)-  26 11 52.     (N)    098 11 59.     (W)     SCALED    
 AE0350* NAVD 88     -        34.231  (meters)     112.31   (feet)  ADJUSTED  
 AE0350  ___________________________________________________________________
 AE0350  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AE0350  DYNAMIC HT  -          34.174 (meters)     112.12  (feet)  COMP
 AE0350  MODELED GRAV-     978,995.0   (mgal)                       NAVD 88
 AE0350
 AE0350  VERT ORDER  -  FIRST     CLASS II
 AE0350
 AE0350.The horizontal coordinates were scaled from a topographic map and have
 AE0350.an estimated accuracy of +/- 6 seconds.
 AE0350
 AE0350.The orthometric height was determined by differential leveling
 AE0350.and adjusted by the National Geodetic Survey in June 1991..
 AE0350.WARNING-Repeat measurements at this control monument indicate possible
 AE0350.vertical movement.
 AE0350
 AE0350.The geoid height was determined by GEOID03.
 AE0350
 AE0350.The dynamic height is computed by dividing the NAVD 88
 AE0350.geopotential number by the normal gravity value computed on the
 AE0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0350.degrees latitude (g = 980.6199 gals.).
 AE0350
 AE0350.The modeled gravity was interpolated from observed gravity values.
 AE0350
 AE0350;                    North         East    Units  Estimated Accuracy
 AE0350;SPC TX S     - 5,058,880.      330,010.      MT  (+/- 180 meters Scaled)
 AE0350
 AE0350                          SUPERSEDED SURVEY CONTROL
 AE0350
 AE0350.No superseded survey control is available for this station.
 AE0350
 AE0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP799978(NAD 83)
 AE0350_MARKER: DB = BENCH MARK DISK
 AE0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0350_STAMPING: P 872 1943
 AE0350_MARK LOGO: CGS   
 AE0350_PROJECTION: RECESSED 10 CENTIMETERS
 AE0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0350+STABILITY: SURFACE MOTION
 AE0350
 AE0350  HISTORY     - Date     Condition        Report By
 AE0350  HISTORY     - 1943     MONUMENTED       CGS
 AE0350  HISTORY     - 1981     POOR             NGS
 AE0350  HISTORY     - 1987     GOOD             USPSQD
 AE0350  HISTORY     - 1987     GOOD             USPSQD
 AE0350
 AE0350                          STATION DESCRIPTION
 AE0350
 AE0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0350'1.0 MI W FROM PHARR.
 AE0350'BENCH MARK IS ABOUT 1.0 MILE WESTERLY ALONG THE MISSOURI PACIFIC
 AE0350'RAILROAD FROM THE STATION AT PHARR.  IT IS 60.00 FEET WEST OF A
 AE0350'CONCRETE CATCH-BASIN, 40.0 FEET SOUTH OF THE CENTERLINE OF THE TRACKS,
 AE0350'AND 30.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 83, 3.0 FEET
 AE0350'WEST OF A 4X4-INCH WOODEN MARKER POST AND 4.0 FEET NORTH OF A
 AE0350'TELEPHONE POLE WITH GUYWIRE, AND ACROSS THE TRACK FROM RAILROAD MILE
 AE0350'POLE NO. A-32.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0350
 AE0350                          STATION RECOVERY (1981)
 AE0350
 AE0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0350'1.6 KM (1.0 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE0350'OF U.S. HIGHWAY 281 AT PHARR, 0.4 KM (0.25 MI) WEST OF SUGAR ROAD
 AE0350'ACROSS RAILROAD TRACKS MILE MARKER 32, 9.6 METERS (31.5 FT) NORTH OF
 AE0350'THE CENTERLINE OF THE HIGHWAY, 11.6 (38.1 FT) SOUTH OF THE SOUTH RAIL
 AE0350'OF THE MISSOURI PACIFIC RAILROAD TRACKS, 17.2 METERS (56.5 FT) WEST OF
 AE0350'A METAL GAS PIPELINE WARNING POLE, 2.0 METERS (6.5 FT) EAST OF A
 AE0350'TELEPHONE POLE NUMBER 1180, 35.7 METERS (117.0 FT) EAST OF A METAL
 AE0350'RAILROAD TRACK SWITCH BOX, AND 3.9 METERS (12.8 FT) NORTH OF THE NORTH
 AE0350'EDGE OF THE HIGHWAY PAVEMENT.  NOTE, MARK MAULED, STAMPING ILLEGIBLE.
 AE0350
 AE0350                          STATION RECOVERY (1987)
 AE0350
 AE0350'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0350'RECOVERED IN GOOD CONDITION.
 AE0350
 AE0350                          STATION RECOVERY (1987)
 AE0350
 AE0350'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0678 ***********************************************************************
 AE0678  DESIGNATION -  P 873
 AE0678  PID         -  AE0678
 AE0678  STATE/COUNTY-  TX/STARR
 AE0678  USGS QUAD   -  LA GRULLA (1965)
 AE0678
 AE0678                         *CURRENT SURVEY CONTROL
 AE0678  ___________________________________________________________________
 AE0678* NAD 83(1986)-  26 20 27.     (N)    098 44 26.     (W)     SCALED    
 AE0678* NAVD 88     -        47.434  (meters)     155.62   (feet)  ADJUSTED  
 AE0678  ___________________________________________________________________
 AE0678  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE0678  DYNAMIC HT  -          47.355 (meters)     155.36  (feet)  COMP
 AE0678  MODELED GRAV-     978,992.5   (mgal)                       NAVD 88
 AE0678
 AE0678  VERT ORDER  -  FIRST     CLASS II
 AE0678
 AE0678.The horizontal coordinates were scaled from a topographic map and have
 AE0678.an estimated accuracy of +/- 6 seconds.
 AE0678
 AE0678.The orthometric height was determined by differential leveling
 AE0678.and adjusted by the National Geodetic Survey in June 1991..
 AE0678
 AE0678.The geoid height was determined by GEOID03.
 AE0678
 AE0678.The dynamic height is computed by dividing the NAVD 88
 AE0678.geopotential number by the normal gravity value computed on the
 AE0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0678.degrees latitude (g = 980.6199 gals.).
 AE0678
 AE0678.The modeled gravity was interpolated from observed gravity values.
 AE0678
 AE0678;                    North         East    Units  Estimated Accuracy
 AE0678;SPC TX S     - 5,074,720.      275,990.      MT  (+/- 180 meters Scaled)
 AE0678
 AE0678                          SUPERSEDED SURVEY CONTROL
 AE0678
 AE0678  NGVD 29 (??/??/92)   47.49   (m)          155.8    (f) COMPUTED    1 2
 AE0678
 AE0678.Superseded values are not recommended for survey control.
 AE0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0678.See file dsdata.txt to determine how the superseded data were derived.
 AE0678
 AE0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ258134(NAD 83)
 AE0678_MARKER: DB = BENCH MARK DISK
 AE0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0678_STAMPING: P 873 1943
 AE0678
 AE0678  HISTORY     - Date     Condition        Report By
 AE0678  HISTORY     - UNK      MONUMENTED
 AE0678  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0678
 AE0678                          STATION DESCRIPTION
 AE0678
 AE0678'DESCRIBED UNK
 AE0678'2.6 MI W FROM GARCIASVILLE.
 AE0678'BENCH MARK IS ABOUT 2.6 MILES WESTERLY ALONG OLD U.S. HIGHWAY NO. 83
 AE0678'FROM THE UNION SCHOOL AT GARCIASVILLE, ABOUT 5.2 MILES EASTERLY FROM
 AE0678'THE MISSOURI PACIFIC RAILROAD STATION AT RIO GRANDE CITY, AND ABOUT
 AE0678'300.0 FEET SOUTHWEST OF THE CROSSING OF U.S. HIGHWAY NO. 83 WITH THE
 AE0678'MISSOURI PACIFIC RAILROAD.  IT IS AT THE INTERSECTION OF ROAD LEADING
 AE0678'TO GARCIASVILLE (OLD U.S. HIGHWAY NO. 83) WITH THE NEW U.S. HIGHWAY
 AE0678'NO. 83, 60.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0678'CENTERLINE OF THE NEW HIGHWAY, 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AE0678'MARKER POST, AND ONE FOOT NORTH OF RIGHT-OF-WAY FENCE.  THE MONUMENT
 AE0678'PROJECTS ABOUT 0.5 FOOT.
 AE0678
 AE0678                          STATION RECOVERY (1987)
 AE0678
 AE0678'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0679 ***********************************************************************
 AE0679  DESIGNATION -  P 873 RESET 1951
 AE0679  PID         -  AE0679
 AE0679  STATE/COUNTY-  TX/STARR
 AE0679  USGS QUAD   -  LA GRULLA (1965)
 AE0679
 AE0679                         *CURRENT SURVEY CONTROL
 AE0679  ___________________________________________________________________
 AE0679* NAD 83(1986)-  26 20 27.     (N)    098 44 26.     (W)     SCALED    
 AE0679* NAVD 88     -        47.44   (meters)     155.6    (feet)  RESET     
 AE0679  ___________________________________________________________________
 AE0679  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE0679
 AE0679  VERT ORDER  -  THIRD
 AE0679
 AE0679.The horizontal coordinates were scaled from a topographic map and have
 AE0679.an estimated accuracy of +/- 6 seconds.
 AE0679
 AE0679.The orthometric height was computed from unverified reset data.
 AE0679
 AE0679.The geoid height was determined by GEOID03.
 AE0679
 AE0679;                    North         East    Units  Estimated Accuracy
 AE0679;SPC TX S     - 5,074,720.      275,990.      MT  (+/- 180 meters Scaled)
 AE0679
 AE0679                          SUPERSEDED SURVEY CONTROL
 AE0679
 AE0679.No superseded survey control is available for this station.
 AE0679
 AE0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ258134(NAD 83)
 AE0679_MARKER: DB = BENCH MARK DISK
 AE0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0679_STAMPING: P 873 RESET 1951
 AE0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0679+STABILITY: SURFACE MOTION
 AE0679
 AE0679  HISTORY     - Date     Condition        Report By
 AE0679  HISTORY     - 1951     MONUMENTED       CGS
 AE0679  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0679
 AE0679                          STATION DESCRIPTION
 AE0679
 AE0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AE0679'2.8 MI W FROM GARCIASVILLE.
 AE0679'ABOUT 2.8 MILES WEST ALONG THE OLD MILITARY ROAD, NOW FARM TO MARKET
 AE0679'ROAD NO. 1430, FROM THE UNION SCHOOL AT GARCIASVILLE, STARR COUNTY, IT
 AE0679'IS JUST INSIDE THE FENCE LINE, 67 FEET SOUTH OF THE CENTERLINE OF THE
 AE0679'ROAD, A BRONZE DISK SET IN A CYLINDRICAL, CONCRETE MONUMENT PROJECTING
 AE0679'ABOUT 3 INCHES ABOVE THE GROUND.  NOTE-- THERE IS A WHITE TILE RANCH
 AE0679'HOUSE SOUTH EAST OF THE MARK AND A BRICK WORKS ACROSS THE TRACKS.
 AE0679
 AE0679                          STATION RECOVERY (1981)
 AE0679
 AE0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0679'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1116 ***********************************************************************
 AN1116  DESIGNATION -  P 874
 AN1116  PID         -  AN1116
 AN1116  STATE/COUNTY-  TX/DE WITT
 AN1116  USGS QUAD   -  YORKTOWN EAST (1987)
 AN1116
 AN1116                         *CURRENT SURVEY CONTROL
 AN1116  ___________________________________________________________________
 AN1116* NAD 83(1986)-  28 55 53.     (N)    097 29 59.     (W)     SCALED    
 AN1116* NAVD 88     -        76.35   (+/-2cm)     250.5    (feet)  VERTCON   
 AN1116  ___________________________________________________________________
 AN1116  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1116
 AN1116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1116
 AN1116.The horizontal coordinates were scaled from a topographic map and have
 AN1116.an estimated accuracy of +/- 6 seconds.
 AN1116
 AN1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1116.The vertical order pertains to the NGVD 29 superseded value.
 AN1116
 AN1116.The geoid height was determined by GEOID03.
 AN1116
 AN1116;                    North         East    Units  Estimated Accuracy
 AN1116;SPC TXSC     - 4,122,630.      746,260.      MT  (+/- 180 meters Scaled)
 AN1116
 AN1116                          SUPERSEDED SURVEY CONTROL
 AN1116
 AN1116  NGVD 29 (??/??/92)   76.36   (m)          250.5    (f) COMPUTED    2 0
 AN1116
 AN1116.Superseded values are not recommended for survey control.
 AN1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1116.See file dsdata.txt to determine how the superseded data were derived.
 AN1116
 AN1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT462013(NAD 83)
 AN1116_MARKER: DB = BENCH MARK DISK
 AN1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1116_SP_SET: BRIDGE
 AN1116_STAMPING: P 874 1943
 AN1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1116
 AN1116  HISTORY     - Date     Condition        Report By
 AN1116  HISTORY     - 1943     MONUMENTED       CGS
 AN1116  HISTORY     - 1990     GOOD             USPSQD
 AN1116
 AN1116                          STATION DESCRIPTION
 AN1116
 AN1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1116'3.6 MI SE FROM YORKTOWN.
 AN1116'TO REACH FROM THE HIGH SCHOOL AT YORKTOWN-- PROCEED 3.6 MILES
 AN1116'SOUTHEASTERLY ALONG STATE HIGHWAY NO. 119 TO SITE OF BENCH MARK. BENCH
 AN1116'MARK IS 15.0 FEET NORTHEAST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE
 AN1116'OF HIGHWAY, AND SET HORIZONTALLY IN THE NORTHEAST WINGWALL OF A SMALL
 AN1116'CONCRETE BRIDGE.
 AN1116
 AN1116                          STATION RECOVERY (1990)
 AN1116
 AN1116'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3689 ***********************************************************************
 AW3689  DESIGNATION -  P 875
 AW3689  PID         -  AW3689
 AW3689  STATE/COUNTY-  TX/HARRIS
 AW3689  USGS QUAD   -  PASADENA (1995)
 AW3689
 AW3689                         *CURRENT SURVEY CONTROL
 AW3689  ___________________________________________________________________
 AW3689* NAD 83(1986)-  29 43 25.     (N)    095 14 08.     (W)     SCALED    
 AW3689* NAVD 88     -         4.75   (+/-2cm)      15.6    (feet)  VERTCON   
 AW3689  ___________________________________________________________________
 AW3689  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3689
 AW3689  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3689
 AW3689.The horizontal coordinates were scaled from a topographic map and have
 AW3689.an estimated accuracy of +/- 6 seconds.
 AW3689
 AW3689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3689.The vertical order pertains to the NGVD 29 superseded value.
 AW3689
 AW3689.The geoid height was determined by GEOID03.
 AW3689
 AW3689;                    North         East    Units  Estimated Accuracy
 AW3689;SPC TXSC     - 4,215,360.      964,120.      MT  (+/- 180 meters Scaled)
 AW3689
 AW3689                          SUPERSEDED SURVEY CONTROL
 AW3689
 AW3689  NGVD 29 (??/??/92)    4.748  (m)           15.58   (f) ADJ UNCH    1 2
 AW3689
 AW3689.Superseded values are not recommended for survey control.
 AW3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3689.See file dsdata.txt to determine how the superseded data were derived.
 AW3689
 AW3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN837902(NAD 83)
 AW3689_MARKER: DB = BENCH MARK DISK
 AW3689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3689_SP_SET: BUILDING
 AW3689_STAMPING: P 875 1943
 AW3689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3689
 AW3689  HISTORY     - Date     Condition        Report By
 AW3689  HISTORY     - 1943     MONUMENTED       CGS
 AW3689  HISTORY     - 1964     GOOD             NGS
 AW3689  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW3689
 AW3689                          STATION DESCRIPTION
 AW3689
 AW3689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3689'1.75 MI W FROM PASADENA.
 AW3689'ABOUT 1.75 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3689'END OF THE WASHBURN TUNNEL AT PASADENA, ON PROPERTY BELONGING TO THE
 AW3689'GULF REFINING COMPANY, ABOUT 0.1 MILE EAST OF BENCH MARK Q 1185, ABOUT
 AW3689'100 YARDS SOUTHEAST OF STORAGE TANK NUMBER 201, SET VERTICALLY IN THE
 AW3689'NORTHEAST FACE OF A VACANT BRICK BUILDING, 15 FEET WEST OF THE CENTER
 AW3689'LINE OF A PAVED ROAD LEADING TO A DOCK, 7 INCHES NORTHWEST OF THE EAST
 AW3689'CORNER OF THE BUILDING, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF A
 AW3689'SIDEWALK.
 AW3689
 AW3689                          STATION RECOVERY (1994)
 AW3689
 AW3689'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1611 ***********************************************************************
 AN1611  DESIGNATION -  P 876
 AN1611  PID         -  AN1611
 AN1611  STATE/COUNTY-  TX/BEE
 AN1611  USGS QUAD   -  TULETA (1987)
 AN1611
 AN1611                         *CURRENT SURVEY CONTROL
 AN1611  ___________________________________________________________________
 AN1611* NAD 83(1986)-  28 36 26.     (N)    097 48 05.     (W)     SCALED    
 AN1611* NAVD 88     -        88.247  (meters)     289.52   (feet)  ADJUSTED  
 AN1611  ___________________________________________________________________
 AN1611  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN1611  DYNAMIC HT  -          88.116 (meters)     289.09  (feet)  COMP
 AN1611  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 AN1611
 AN1611  VERT ORDER  -  FIRST     CLASS II
 AN1611
 AN1611.The horizontal coordinates were scaled from a topographic map and have
 AN1611.an estimated accuracy of +/- 6 seconds.
 AN1611
 AN1611.The orthometric height was determined by differential leveling
 AN1611.and adjusted by the National Geodetic Survey in June 1991..
 AN1611.WARNING-Repeat measurements at this control monument indicate possible
 AN1611.vertical movement.
 AN1611
 AN1611.The geoid height was determined by GEOID03.
 AN1611
 AN1611.The dynamic height is computed by dividing the NAVD 88
 AN1611.geopotential number by the normal gravity value computed on the
 AN1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1611.degrees latitude (g = 980.6199 gals.).
 AN1611
 AN1611.The modeled gravity was interpolated from observed gravity values.
 AN1611
 AN1611;                    North         East    Units  Estimated Accuracy
 AN1611;SPC TXSC     - 4,086,370.      717,220.      MT  (+/- 180 meters Scaled)
 AN1611
 AN1611                          SUPERSEDED SURVEY CONTROL
 AN1611
 AN1611  NGVD 29 (??/??/92)   88.197  (m)          289.36   (f) ADJ UNCH    1 2
 AN1611
 AN1611.Superseded values are not recommended for survey control.
 AN1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1611.See file dsdata.txt to determine how the superseded data were derived.
 AN1611
 AN1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS171650(NAD 83)
 AN1611_MARKER: DB = BENCH MARK DISK
 AN1611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1611_SP_SET: CULVERT
 AN1611_STAMPING: P 876 1943
 AN1611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1611
 AN1611  HISTORY     - Date     Condition        Report By
 AN1611  HISTORY     - 1943     MONUMENTED       CGS
 AN1611  HISTORY     - 1981     GOOD             NGS
 AN1611  HISTORY     - 1987     GOOD             USPSQD
 AN1611
 AN1611                          STATION DESCRIPTION
 AN1611
 AN1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1611'0.8 MI S FROM PETTUS.
 AN1611'0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1611'PETTUS, BEE COUNTY, 7 POLES NORTH OF MILEPOST 78, OPPOSITE THE CENTER
 AN1611'OF TRESTLE 77.76, 77 FEET WEST OF THE CENTERLINE OF THE TRACK, AT A 7-
 AN1611'BY 7-FOOT CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 181, IN THE TOP OF
 AN1611'THE NORTH END OF THE EAST HEADWALL, 32 FEET EAST OF THE CENTERLINE OF
 AN1611'THE HIGHWAY, AND 2.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK.
 AN1611
 AN1611                          STATION RECOVERY (1981)
 AN1611
 AN1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1611'1.3 KM (0.8 MI) SOUTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF FARM
 AN1611'ROAD 623 IN PETTUS, IN TOP OF THE EAST HEADWALL OF A 2.1 BY 2.1-METER
 AN1611'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 10.0 METERS (33.0 FT) EAST OF
 AN1611'THE CENTERLINE OF THE HIGHWAY, 22.7 METERS (74.5 FT) WEST OF THE WEST
 AN1611'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 0.45 METER (1.5 FT) SOUTH OF
 AN1611'THE NORTH END OF THE HEADWALL.
 AN1611'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 AN1611
 AN1611                          STATION RECOVERY (1987)
 AN1611
 AN1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1709 ***********************************************************************
 AN1709  DESIGNATION -  P 877
 AN1709  PID         -  AN1709
 AN1709  STATE/COUNTY-  TX/GOLIAD
 AN1709  USGS QUAD   -  BERCLAIR NW (1987)
 AN1709
 AN1709                         *CURRENT SURVEY CONTROL
 AN1709  ___________________________________________________________________
 AN1709* NAD 83(1986)-  28 44 02.     (N)    097 40 03.     (W)     SCALED    
 AN1709* NAVD 88     -        72.62   (+/-2cm)     238.3    (feet)  VERTCON   
 AN1709  ___________________________________________________________________
 AN1709  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN1709
 AN1709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1709
 AN1709.The horizontal coordinates were scaled from a topographic map and have
 AN1709.an estimated accuracy of +/- 6 seconds.
 AN1709
 AN1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1709.The vertical order pertains to the NGVD 29 superseded value.
 AN1709
 AN1709.The geoid height was determined by GEOID03.
 AN1709
 AN1709;                    North         East    Units  Estimated Accuracy
 AN1709;SPC TXSC     - 4,100,550.      730,160.      MT  (+/- 180 meters Scaled)
 AN1709
 AN1709                          SUPERSEDED SURVEY CONTROL
 AN1709
 AN1709  NGVD 29 (??/??/92)   72.634  (m)          238.30   (f) ADJ UNCH    2 0
 AN1709
 AN1709.Superseded values are not recommended for survey control.
 AN1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1709.See file dsdata.txt to determine how the superseded data were derived.
 AN1709
 AN1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS301792(NAD 83)
 AN1709_MARKER: DB = BENCH MARK DISK
 AN1709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1709_SP_SET: CULVERT
 AN1709_STAMPING: P 877 1943
 AN1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1709
 AN1709  HISTORY     - Date     Condition        Report By
 AN1709  HISTORY     - 1943     MONUMENTED       CGS
 AN1709  HISTORY     - 20060215 GOOD             USPSQD
 AN1709
 AN1709                          STATION DESCRIPTION
 AN1709
 AN1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1709'3.25 MI W FROM CHARCO.
 AN1709'TO REACH FROM THE FOUR CORNERS AT CHARCO, PROCEED 3.25 MILES WESTERLY
 AN1709'ALONG A WIDE DIRT ROAD TO A CONCRETE CULVERT AND SITE OF BENCH MARK.
 AN1709'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH
 AN1709'HEADWALL OF A 2X8 FOOT DOUBLE CONCRETE BOX CULVERT UNDER THE DIRT
 AN1709'ROAD.  IT IS 19.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AN1709'CENTERLINE OF THE ROAD.
 AN1709
 AN1709                          STATION RECOVERY (2006)
 AN1709
 AN1709'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1765 ***********************************************************************
 AN1765  DESIGNATION -  P 878
 AN1765  PID         -  AN1765
 AN1765  STATE/COUNTY-  TX/GOLIAD
 AN1765  USGS QUAD   -  BERCLAIR NW (1987)
 AN1765
 AN1765                         *CURRENT SURVEY CONTROL
 AN1765  ___________________________________________________________________
 AN1765* NAD 83(1986)-  28 43 21.     (N)    097 39 44.     (W)     SCALED    
 AN1765* NAVD 88     -        79.45   (+/-2cm)     260.7    (feet)  VERTCON   
 AN1765  ___________________________________________________________________
 AN1765  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN1765
 AN1765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1765
 AN1765.The horizontal coordinates were scaled from a topographic map and have
 AN1765.an estimated accuracy of +/- 6 seconds.
 AN1765
 AN1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1765.The vertical order pertains to the NGVD 29 superseded value.
 AN1765
 AN1765.The geoid height was determined by GEOID03.
 AN1765
 AN1765;                    North         East    Units  Estimated Accuracy
 AN1765;SPC TXSC     - 4,099,290.      730,690.      MT  (+/- 180 meters Scaled)
 AN1765
 AN1765                          SUPERSEDED SURVEY CONTROL
 AN1765
 AN1765  NGVD 29 (??/??/92)   79.46   (m)          260.7    (f) COMPUTED    2 0
 AN1765
 AN1765.Superseded values are not recommended for survey control.
 AN1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1765.See file dsdata.txt to determine how the superseded data were derived.
 AN1765
 AN1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS306779(NAD 83)
 AN1765_MARKER: DB = BENCH MARK DISK
 AN1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1765_STAMPING: P 878 1943
 AN1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1765+STABILITY: SURFACE MOTION
 AN1765
 AN1765  HISTORY     - Date     Condition        Report By
 AN1765  HISTORY     - 1943     MONUMENTED       CGS
 AN1765
 AN1765                          STATION DESCRIPTION
 AN1765
 AN1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1765'11.9 MI NE FROM PETTUS.
 AN1765'TO REACH FROM THE ELEMENTARY SCHOOL AT PETTUS, PROCEED 11.9 MILES
 AN1765'NORTHEASTERLY ALONG A DIRT ROAD TO THE TOP OF A STEEP HILL AND SITE OF
 AN1765'BENCH MARK.  BENCH MARK IS 55.0 YARDS SOUTHWEST OF A 1.0 FOOT MESQUITE
 AN1765'TREE.  IT IS 23.8 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AN1765'THE CENTERLINE OF THE ROAD, 4.4 FEET NORTHWEST OF THE NORTHWEST
 AN1765'RIGHT-OF-WAY FENCE AND 2.7 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN
 AN1765'MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  NOTE-- THIS BENCH MARK IS
 AN1765'ALSO 2.25 MILES WEST ALONG A WIDE DIRT ROAD, THENCE 1.05 MILE
 AN1765'SOUTHWEST ALONG A SMALL DIRT ROAD FROM THE FOUR CORNERS AT CHARCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1766 ***********************************************************************
 AN1766  DESIGNATION -  P 878 RESET 1957
 AN1766  PID         -  AN1766
 AN1766  STATE/COUNTY-  TX/GOLIAD
 AN1766  USGS QUAD   -  BERCLAIR NW (1987)
 AN1766
 AN1766                         *CURRENT SURVEY CONTROL
 AN1766  ___________________________________________________________________
 AN1766* NAD 83(1986)-  28 43 21.     (N)    097 39 44.     (W)     SCALED    
 AN1766* NAVD 88     -        79.40   (+/-2cm)     260.5    (feet)  VERTCON   
 AN1766  ___________________________________________________________________
 AN1766  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN1766
 AN1766  VERT ORDER  -  THIRD (See Below)
 AN1766
 AN1766.The horizontal coordinates were scaled from a topographic map and have
 AN1766.an estimated accuracy of +/- 6 seconds.
 AN1766
 AN1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1766.The vertical order pertains to the NGVD 29 superseded value.
 AN1766
 AN1766.The geoid height was determined by GEOID03.
 AN1766
 AN1766;                    North         East    Units  Estimated Accuracy
 AN1766;SPC TXSC     - 4,099,290.      730,690.      MT  (+/- 180 meters Scaled)
 AN1766
 AN1766                          SUPERSEDED SURVEY CONTROL
 AN1766
 AN1766  NGVD 29 (??/??/??)   79.42   (m)          260.6    (f) RESET       3  
 AN1766
 AN1766.Superseded values are not recommended for survey control.
 AN1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1766.See file dsdata.txt to determine how the superseded data were derived.
 AN1766
 AN1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS306779(NAD 83)
 AN1766_MARKER: DB = BENCH MARK DISK
 AN1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1766_STAMPING: P 878 RESET 1957
 AN1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1766+STABILITY: SURFACE MOTION
 AN1766
 AN1766  HISTORY     - Date     Condition        Report By
 AN1766  HISTORY     - 1957     MONUMENTED       TXHD
 AN1766
 AN1766                          STATION DESCRIPTION
 AN1766
 AN1766'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AN1766'3.3 MI SW FROM CHARCO.
 AN1766'2.2 MILES WEST ALONG STATE HIGHWAY 239 FROM FOUR CORNERS (THE JUNCTION
 AN1766'OF FARM-TO-MARKET ROAD 81) AT CHARCO, THENCE 1.1 MILES SOUTHWEST ALONG
 AN1766'FARM-TO-MARKET HIGHWAY 2442, AT THE TOP OF A STEEP HILL, 41.0 FEET
 AN1766'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT NORTHWEST OF THE
 AN1766'NORTHWEST RIGHT-OF-WAY FENCE, 4.0 FEET NORTHEAST OF A WHITE WOODEN
 AN1766'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 AN1766'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1791 ***********************************************************************
 AN1791  DESIGNATION -  P 879
 AN1791  PID         -  AN1791
 AN1791  STATE/COUNTY-  TX/GOLIAD
 AN1791  USGS QUAD   -  BERCLAIR (1987)
 AN1791
 AN1791                         *CURRENT SURVEY CONTROL
 AN1791  ___________________________________________________________________
 AN1791* NAD 83(1986)-  28 35 33.     (N)    097 32 03.     (W)     SCALED    
 AN1791* NAVD 88     -        68.17   (+/-2cm)     223.7    (feet)  VERTCON   
 AN1791  ___________________________________________________________________
 AN1791  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN1791
 AN1791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1791
 AN1791.The horizontal coordinates were scaled from a topographic map and have
 AN1791.an estimated accuracy of +/- 6 seconds.
 AN1791
 AN1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1791.The vertical order pertains to the NGVD 29 superseded value.
 AN1791
 AN1791.The geoid height was determined by GEOID03.
 AN1791
 AN1791;                    North         East    Units  Estimated Accuracy
 AN1791;SPC TXSC     - 4,085,040.      743,370.      MT  (+/- 180 meters Scaled)
 AN1791
 AN1791                          SUPERSEDED SURVEY CONTROL
 AN1791
 AN1791  NGVD 29 (??/??/92)   68.216  (m)          223.81   (f) ADJ UNCH    2 0
 AN1791
 AN1791.Superseded values are not recommended for survey control.
 AN1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1791.See file dsdata.txt to determine how the superseded data were derived.
 AN1791
 AN1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS433637(NAD 83)
 AN1791_MARKER: DB = BENCH MARK DISK
 AN1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1791_STAMPING: P 879 1943
 AN1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1791+STABILITY: SURFACE MOTION
 AN1791
 AN1791  HISTORY     - Date     Condition        Report By
 AN1791  HISTORY     - 1943     MONUMENTED       CGS
 AN1791
 AN1791                          STATION DESCRIPTION
 AN1791
 AN1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1791'5.45 MI S FROM RIVERDALE.
 AN1791'TO REACH FROM THE SCHOOL BUILDING AT RIVERDALE, PROCEED 5.45 MILES
 AN1791'SOUTHERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15
 AN1791'MILE NORTH OF A CATTLE GUARD ACROSS THE ROAD.  IT IS 32.5 FEET WEST OF
 AN1791'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 16.6 FEET
 AN1791'WEST OF THE WEST RIGHT-OF-WAY FENCE AND 2.8 FEET NORTH OF A 4X4 INCH
 AN1791'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1165 ***********************************************************************
 BL1165  DESIGNATION -  P 88
 BL1165  PID         -  BL1165
 BL1165  STATE/COUNTY-  TX/MONTGOMERY
 BL1165  USGS QUAD   -  CONROE (1976)
 BL1165
 BL1165                         *CURRENT SURVEY CONTROL
 BL1165  ___________________________________________________________________
 BL1165* NAD 83(1986)-  30 16 31.     (N)    095 27 22.     (W)     SCALED    
 BL1165* NAVD 88     -        42.923  (meters)     140.82   (feet)  ADJUSTED  
 BL1165  ___________________________________________________________________
 BL1165  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BL1165  DYNAMIC HT  -          42.866 (meters)     140.64  (feet)  COMP
 BL1165  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 BL1165  OBS GRAVITY -     979,309.9   (mgal)                       GRAV_OBS
 BL1165
 BL1165  VERT ORDER  -  FIRST     CLASS I
 BL1165
 BL1165.The horizontal coordinates were scaled from a topographic map and have
 BL1165.an estimated accuracy of +/- 6 seconds.
 BL1165
 BL1165.The orthometric height was determined by differential leveling
 BL1165.and adjusted by the National Geodetic Survey in June 1991..
 BL1165
 BL1165.The geoid height was determined by GEOID03.
 BL1165
 BL1165.The dynamic height is computed by dividing the NAVD 88
 BL1165.geopotential number by the normal gravity value computed on the
 BL1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1165.degrees latitude (g = 980.6199 gals.).
 BL1165
 BL1165.The modeled gravity was interpolated from observed gravity values.
 BL1165.The observed gravity was obtained from relative gravimeter ties
 BL1165.to the IGSN71 gravity network.
 BL1165
 BL1165;                    North         East    Units  Estimated Accuracy
 BL1165;SPC TX C     - 3,077,750.    1,169,110.      MT  (+/- 180 meters Scaled)
 BL1165
 BL1165                          SUPERSEDED SURVEY CONTROL
 BL1165
 BL1165  NGVD 29 (12/23/87)   42.926  (m)          140.83   (f) ADJUSTED    1 1
 BL1165
 BL1165.Superseded values are not recommended for survey control.
 BL1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1165.See file dsdata.txt to determine how the superseded data were derived.
 BL1165
 BL1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP637518(NAD 83)
 BL1165_MARKER: DB = BENCH MARK DISK
 BL1165_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1165_SP_SET: WINGWALL
 BL1165_STAMPING: P 88 1932 141.653
 BL1165_MARK LOGO: CGS   
 BL1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1165+STABILITY: SURFACE MOTION
 BL1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1165+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1165
 BL1165  HISTORY     - Date     Condition        Report By
 BL1165  HISTORY     - 1932     MONUMENTED       CGS
 BL1165  HISTORY     - 1973     GOOD             NGS
 BL1165  HISTORY     - 1978     GOOD             NGS
 BL1165  HISTORY     - 1987     GOOD             NGS
 BL1165  HISTORY     - 20040918 GOOD             USPSQD
 BL1165  HISTORY     - 20050929 GOOD             USPSQD
 BL1165
 BL1165                          STATION DESCRIPTION
 BL1165
 BL1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1165'2.35 MI S FROM CONROE.
 BL1165'ABOUT 2.35 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1165'STATION AT CONROE, ABOUT 2 1/2 POLES SOUTH OF MILE POST 114, SET IN
 BL1165'THE TOP EAST END OF THE SOUTHEAST CONCRETE WINGWALL TO THE ABUTMENT OF
 BL1165'A 6-INCH CHANNEL BOX CULVERT UNDER US HIGHWAY 75, 74 FEET EAST OF THE
 BL1165'CENTER LINE OF THE HIGHWAY, 31.1 FEET SOUTHWEST OF THE SOUTHWEST
 BL1165'CORNER OF TRESSEL 1140, 25 FEET NORTHEAST OF A TELEPHONE POLE, 27.4
 BL1165'FEET WEST OF THE WEST RAIL, 1.5 FEET WEST OF THE EAST END OF THE
 BL1165'WINGWALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL.
 BL1165
 BL1165                          STATION RECOVERY (1978)
 BL1165
 BL1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1165'RECOVERED IN GOOD CONDITION.
 BL1165
 BL1165                          STATION RECOVERY (1987)
 BL1165
 BL1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1165'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.8 KM (2.35
 BL1165'MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1165'WITH AVENUE A IN CONROE.  ADD--0.5 M (1.6 FT) WEST OF A WITNESS POST.
 BL1165
 BL1165                          STATION RECOVERY (2004)
 BL1165
 BL1165'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1165'RECOVERED IN GOOD CONDITION.
 BL1165
 BL1165                          STATION RECOVERY (2005)
 BL1165
 BL1165'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1165'FOUND AS DESCRIBED. ORANGE PAINT AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1724 ***********************************************************************
 AN1724  DESIGNATION -  P 880
 AN1724  PID         -  AN1724
 AN1724  STATE/COUNTY-  TX/KARNES
 AN1724  USGS QUAD   -  CHOATE (1987)
 AN1724
 AN1724                         *CURRENT SURVEY CONTROL
 AN1724  ___________________________________________________________________
 AN1724* NAD 83(1986)-  28 52 22.     (N)    097 42 30.     (W)     SCALED    
 AN1724* NAVD 88     -        82.38   (+/-2cm)     270.3    (feet)  VERTCON   
 AN1724  ___________________________________________________________________
 AN1724  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN1724
 AN1724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1724
 AN1724.The horizontal coordinates were scaled from a topographic map and have
 AN1724.an estimated accuracy of +/- 6 seconds.
 AN1724
 AN1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1724.The vertical order pertains to the NGVD 29 superseded value.
 AN1724
 AN1724.The geoid height was determined by GEOID03.
 AN1724
 AN1724;                    North         East    Units  Estimated Accuracy
 AN1724;SPC TXSC     - 4,115,900.      726,000.      MT  (+/- 180 meters Scaled)
 AN1724
 AN1724                          SUPERSEDED SURVEY CONTROL
 AN1724
 AN1724  NGVD 29 (??/??/92)   82.369  (m)          270.24   (f) ADJ UNCH    2 0
 AN1724
 AN1724.Superseded values are not recommended for survey control.
 AN1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1724.See file dsdata.txt to determine how the superseded data were derived.
 AN1724
 AN1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS259945(NAD 83)
 AN1724_MARKER: DB = BENCH MARK DISK
 AN1724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1724_SP_SET: BRIDGE
 AN1724_STAMPING: P 880 1943
 AN1724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1724
 AN1724  HISTORY     - Date     Condition        Report By
 AN1724  HISTORY     - 1943     MONUMENTED       CGS
 AN1724  HISTORY     - 20060215 GOOD             USPSQD
 AN1724
 AN1724                          STATION DESCRIPTION
 AN1724
 AN1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1724'0.75 MI SE FROM RUNGE.
 AN1724'TO REACH FROM THE FIRST STATE BANK AT RUNGE, PROCEED 0.75 MILE
 AN1724'SOUTHEASTERLY ALONG A COUNTY PAVED ROAD TO A CONCRETE BRIDGE AND SITE
 AN1724'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AN1724'NORTHEAST END OF THE NORTHWEST ABUTMENT OF AN 85.0 FOOT CONCRETE
 AN1724'BRIDGE OVER A CREEK.  IT IS 14.5 FEET NORTHEAST OF AND ABOUT THE SAME
 AN1724'ELEVATION AS THE CENTERLINE OF THE ROAD.
 AN1724
 AN1724                          STATION RECOVERY (2006)
 AN1724
 AN1724'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1864 ***********************************************************************
 AX1864  DESIGNATION -  P 881
 AX1864  PID         -  AX1864
 AX1864  STATE/COUNTY-  TX/WILSON
 AX1864  USGS QUAD   -  ALUM (1987)
 AX1864
 AX1864                         *CURRENT SURVEY CONTROL
 AX1864  ___________________________________________________________________
 AX1864* NAD 83(1986)-  29 17 28.     (N)    097 57 54.     (W)     SCALED    
 AX1864* NAVD 88     -       147.88   (+/-2cm)     485.2    (feet)  VERTCON   
 AX1864  ___________________________________________________________________
 AX1864  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AX1864
 AX1864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1864
 AX1864.The horizontal coordinates were scaled from a topographic map and have
 AX1864.an estimated accuracy of +/- 6 seconds.
 AX1864
 AX1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1864.The vertical order pertains to the NGVD 29 superseded value.
 AX1864
 AX1864.The geoid height was determined by GEOID03.
 AX1864
 AX1864;                    North         East    Units  Estimated Accuracy
 AX1864;SPC TXSC     - 4,162,010.      700,550.      MT  (+/- 180 meters Scaled)
 AX1864
 AX1864                          SUPERSEDED SURVEY CONTROL
 AX1864
 AX1864  NGVD 29 (??/??/92)  147.82   (m)          485.0    (f) COMPUTED    2 0
 AX1864
 AX1864.Superseded values are not recommended for survey control.
 AX1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1864.See file dsdata.txt to determine how the superseded data were derived.
 AX1864
 AX1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT005406(NAD 83)
 AX1864_MARKER: DB = BENCH MARK DISK
 AX1864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1864_SP_SET: CULVERT
 AX1864_STAMPING: P 881 1943
 AX1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1864
 AX1864  HISTORY     - Date     Condition        Report By
 AX1864  HISTORY     - 1943     MONUMENTED       CGS
 AX1864  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1864
 AX1864                          STATION DESCRIPTION
 AX1864
 AX1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1864'3.8 MI N FROM STOCKDALE.
 AX1864'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 87 AND STATE HIGHWAY
 AX1864'NO. 123 AT STOCKDALE, PROCEED 3.8 MILES NORTHERLY ALONG STATE HIGHWAY
 AX1864'NO. 123 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS
 AX1864'SET HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 AX1864'2X4 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 17.2 FEET EAST
 AX1864'OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX1864
 AX1864                          STATION RECOVERY (1996)
 AX1864
 AX1864'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1865 ***********************************************************************
 AX1865  DESIGNATION -  P 881 RESET 1957
 AX1865  PID         -  AX1865
 AX1865  STATE/COUNTY-  TX/WILSON
 AX1865  USGS QUAD   -  ALUM (1987)
 AX1865
 AX1865                         *CURRENT SURVEY CONTROL
 AX1865  ___________________________________________________________________
 AX1865* NAD 83(1986)-  29 17 28.     (N)    097 57 54.     (W)     SCALED    
 AX1865* NAVD 88     -       147.93   (+/-2cm)     485.3    (feet)  VERTCON   
 AX1865  ___________________________________________________________________
 AX1865  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AX1865
 AX1865  VERT ORDER  -  THIRD (See Below)
 AX1865
 AX1865.The horizontal coordinates were scaled from a topographic map and have
 AX1865.an estimated accuracy of +/- 6 seconds.
 AX1865
 AX1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1865.The vertical order pertains to the NGVD 29 superseded value.
 AX1865
 AX1865.The geoid height was determined by GEOID03.
 AX1865
 AX1865;                    North         East    Units  Estimated Accuracy
 AX1865;SPC TXSC     - 4,162,010.      700,550.      MT  (+/- 180 meters Scaled)
 AX1865
 AX1865                          SUPERSEDED SURVEY CONTROL
 AX1865
 AX1865  NGVD 29 (??/??/??)  147.87   (m)          485.1    (f) RESET       3  
 AX1865
 AX1865.Superseded values are not recommended for survey control.
 AX1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1865.See file dsdata.txt to determine how the superseded data were derived.
 AX1865
 AX1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT005406(NAD 83)
 AX1865_MARKER: DB = BENCH MARK DISK
 AX1865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1865_SP_SET: CULVERT
 AX1865_STAMPING: P 881 RESET 1957
 AX1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1865
 AX1865  HISTORY     - Date     Condition        Report By
 AX1865  HISTORY     - 1957     MONUMENTED       TXHD
 AX1865  HISTORY     - 1957     GOOD             NGS
 AX1865  HISTORY     - 19960914 GOOD             USPSQD
 AX1865  HISTORY     - 20030517 GOOD             USPSQD
 AX1865
 AX1865                          STATION DESCRIPTION
 AX1865
 AX1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AX1865'3.8 MI N FROM STOCKDALE.
 AX1865'ABOUT 3.8 MILES NORTH ALONG STATE HIGHWAY NO. 123 FROM THE MAIN
 AX1865'HIGHWAY INTERSECTION IN STOCKDALE.  IN THE TOP OF THE NORTH END OF THE
 AX1865'EAST HEADWALL OF A CONCRETE CULVERT, 22 FEET EAST OF THE CENTERLINE OF
 AX1865'THE HIGHWAY.  A STANDARD DISK STAMPED P 881 RESET 1957.
 AX1865
 AX1865                          STATION RECOVERY (1996)
 AX1865
 AX1865'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1865'RECOVERED IN GOOD CONDITION.
 AX1865
 AX1865                          STATION RECOVERY (2003)
 AX1865
 AX1865'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX1865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0947 ***********************************************************************
 BL0947  DESIGNATION -  P 882
 BL0947  PID         -  BL0947
 BL0947  STATE/COUNTY-  TX/POLK
 BL0947  USGS QUAD   -  ONALASKA (1972)
 BL0947
 BL0947                         *CURRENT SURVEY CONTROL
 BL0947  ___________________________________________________________________
 BL0947* NAD 83(1986)-  30 49 46.     (N)    095 03 29.     (W)     SCALED    
 BL0947* NAVD 88     -        69.98   (+/-2cm)     229.6    (feet)  VERTCON   
 BL0947  ___________________________________________________________________
 BL0947  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL0947
 BL0947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0947
 BL0947.The horizontal coordinates were scaled from a topographic map and have
 BL0947.an estimated accuracy of +/- 6 seconds.
 BL0947
 BL0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0947.The vertical order pertains to the NGVD 29 superseded value.
 BL0947
 BL0947.The geoid height was determined by GEOID03.
 BL0947
 BL0947;                    North         East    Units  Estimated Accuracy
 BL0947;SPC TX C     - 3,140,860.    1,204,460.      MT  (+/- 180 meters Scaled)
 BL0947
 BL0947                          SUPERSEDED SURVEY CONTROL
 BL0947
 BL0947  NGVD 29 (??/??/92)   69.996  (m)          229.65   (f) ADJ UNCH    2 0
 BL0947
 BL0947.Superseded values are not recommended for survey control.
 BL0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0947.See file dsdata.txt to determine how the superseded data were derived.
 BL0947
 BL0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ031125(NAD 83)
 BL0947_MARKER: DB = BENCH MARK DISK
 BL0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0947_STAMPING: P 882 1947
 BL0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0947+STABILITY: SURFACE MOTION
 BL0947
 BL0947  HISTORY     - Date     Condition        Report By
 BL0947  HISTORY     - 1947     MONUMENTED       CGS
 BL0947
 BL0947                          STATION DESCRIPTION
 BL0947
 BL0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0947'4.7 MI E FROM ONALASKA.
 BL0947'4.7 MILES EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0947'ONALASKA, APPROXIMATELY 43 YARDS NORTHEAST OF THE CREST OF A SMALL
 BL0947'RISE, 61.9 FEET WEST NORTHWEST OF AND ACROSS THE ROAD FROM A 12 INCH
 BL0947'PINE TREE WITH A TRIANGLE BLAZE, 24.0 FEET NORTHWEST OF THE CENTER
 BL0947'LINE OF THE ROAD, 13.0 FEET NORTHEAST OF A 10 INCH PINE WITH A
 BL0947'TRIANGLE BLAZE, 1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 BL0947'CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0937 ***********************************************************************
 BL0937  DESIGNATION -  P 884
 BL0937  PID         -  BL0937
 BL0937  STATE/COUNTY-  TX/POLK
 BL0937  USGS QUAD   -  COLITA (1972)
 BL0937
 BL0937                         *CURRENT SURVEY CONTROL
 BL0937  ___________________________________________________________________
 BL0937* NAD 83(1986)-  30 54 35.     (N)    095 01 23.     (W)     SCALED    
 BL0937* NAVD 88     -        75.16   (+/-2cm)     246.6    (feet)  VERTCON   
 BL0937  ___________________________________________________________________
 BL0937  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL0937
 BL0937  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0937
 BL0937.The horizontal coordinates were scaled from a topographic map and have
 BL0937.an estimated accuracy of +/- 6 seconds.
 BL0937
 BL0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0937.The vertical order pertains to the NGVD 29 superseded value.
 BL0937
 BL0937.The geoid height was determined by GEOID03.
 BL0937
 BL0937;                    North         East    Units  Estimated Accuracy
 BL0937;SPC TX C     - 3,149,910.    1,207,380.      MT  (+/- 180 meters Scaled)
 BL0937
 BL0937                          SUPERSEDED SURVEY CONTROL
 BL0937
 BL0937  NGVD 29 (??/??/92)   75.170  (m)          246.62   (f) ADJ UNCH    2 0
 BL0937
 BL0937.Superseded values are not recommended for survey control.
 BL0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0937.See file dsdata.txt to determine how the superseded data were derived.
 BL0937
 BL0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ066213(NAD 83)
 BL0937_MARKER: DB = BENCH MARK DISK
 BL0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0937_STAMPING: P 884 1947
 BL0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0937+STABILITY: SURFACE MOTION
 BL0937
 BL0937  HISTORY     - Date     Condition        Report By
 BL0937  HISTORY     - 1947     MONUMENTED       CGS
 BL0937
 BL0937                          STATION DESCRIPTION
 BL0937
 BL0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0937'15.8 MI SE FROM GROVETON.
 BL0937'5.4 MILES SOUTH ALONG THE GROVETON - SEBASTOPOL ROAD FROM THE
 BL0937'COURTHOUSE AT GROVETON, THENCE 3.1 MILES SOUTHEAST ALONG A GRADED DIRT
 BL0937'ROAD, THENCE 1.1 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 6.2 MILES
 BL0937'SOUTHEAST ALONG A GRADED DIRT ROAD, AT A ROAD JUNCTION, 67.0 FEET
 BL0937'NORTHWEST OF THE CENTER LINE OF A ROAD LEADING NORTHEAST, 65.0 FEET
 BL0937'NORTHEAST OF THE CENTER LINE OF THE NORTHWEST AND SOUTHEAST ROAD, 6.2
 BL0937'FEET SOUTHWEST OF A 14 INCH TRIANGULAR BLAZED PINE TREE, 1.5 FEET
 BL0937'SOUTHEAST OF A WITNESS POST, 0.9 MILE NORTHWEST OF BENCH MARK T 883,
 BL0937'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BL0937'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0735 ***********************************************************************
 BY0735  DESIGNATION -  P 885
 BY0735  PID         -  BY0735
 BY0735  STATE/COUNTY-  TX/TRINITY
 BY0735  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0735
 BY0735                         *CURRENT SURVEY CONTROL
 BY0735  ___________________________________________________________________
 BY0735* NAD 83(1986)-  31 14 47.     (N)    094 56 49.     (W)     SCALED    
 BY0735* NAVD 88     -        81.34   (+/-2cm)     266.9    (feet)  VERTCON   
 BY0735  ___________________________________________________________________
 BY0735  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY0735
 BY0735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0735
 BY0735.The horizontal coordinates were scaled from a topographic map and have
 BY0735.an estimated accuracy of +/- 6 seconds.
 BY0735
 BY0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0735.The vertical order pertains to the NGVD 29 superseded value.
 BY0735
 BY0735.The geoid height was determined by GEOID03.
 BY0735
 BY0735;                    North         East    Units  Estimated Accuracy
 BY0735;SPC TX C     - 3,187,540.    1,212,840.      MT  (+/- 180 meters Scaled)
 BY0735
 BY0735                          SUPERSEDED SURVEY CONTROL
 BY0735
 BY0735  NGVD 29 (??/??/92)   81.380  (m)          266.99   (f) ADJ UNCH    2 0
 BY0735
 BY0735.Superseded values are not recommended for survey control.
 BY0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0735.See file dsdata.txt to determine how the superseded data were derived.
 BY0735
 BY0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ145585(NAD 83)
 BY0735_MARKER: DB = BENCH MARK DISK
 BY0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0735_STAMPING: P 885 1947
 BY0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0735+STABILITY: SURFACE MOTION
 BY0735
 BY0735  HISTORY     - Date     Condition        Report By
 BY0735  HISTORY     - 1947     MONUMENTED       CGS
 BY0735
 BY0735                          STATION DESCRIPTION
 BY0735
 BY0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0735'2.0 MI NE FROM APPLE SPRINGS.
 BY0735'2.0 MILES NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE
 BY0735'SPRINGS LODGE AT APPLE SPRINGS, APPROXIMATELY 102 YARDS NORTHEAST OF A
 BY0735'SMALL CONCRETE CULVERT, APPROXIMATELY 100 YARDS SOUTHWEST OF A LARGE
 BY0735'FRAME BUILDING HOUSING A NIGHT CLUB, 53.6 FEET NORTHWEST OF AND 3.0
 BY0735'FEET ABOVE THE CENTER LINE OF THE HIGHWAY, 24.6 FEET NORTHEAST OF A 11
 BY0735'INCH PINE TREE WITH A TRIANGULAR BLAZE, 6.9 FEET SOUTH OF A 16 INCH
 BY0735'PINE TREE, 1.9 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 BY0735'CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0799 ***********************************************************************
 AX0799  DESIGNATION -  P 886
 AX0799  PID         -  AX0799
 AX0799  STATE/COUNTY-  TX/LAVACA
 AX0799  USGS QUAD   -  HOPE (1981)
 AX0799
 AX0799                         *CURRENT SURVEY CONTROL
 AX0799  ___________________________________________________________________
 AX0799* NAD 83(1986)-  29 09 37.     (N)    096 53 15.     (W)     SCALED    
 AX0799* NAVD 88     -        36.29   (+/-2cm)     119.1    (feet)  VERTCON   
 AX0799  ___________________________________________________________________
 AX0799  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0799
 AX0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0799
 AX0799.The horizontal coordinates were scaled from a topographic map and have
 AX0799.an estimated accuracy of +/- 6 seconds.
 AX0799
 AX0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0799.The vertical order pertains to the NGVD 29 superseded value.
 AX0799
 AX0799.The geoid height was determined by GEOID03.
 AX0799
 AX0799;                    North         East    Units  Estimated Accuracy
 AX0799;SPC TXSC     - 4,148,920.      805,480.      MT  (+/- 180 meters Scaled)
 AX0799
 AX0799                          SUPERSEDED SURVEY CONTROL
 AX0799
 AX0799  NGVD 29 (??/??/92)   36.314  (m)          119.14   (f) ADJ UNCH    2 0
 AX0799
 AX0799.Superseded values are not recommended for survey control.
 AX0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0799.See file dsdata.txt to determine how the superseded data were derived.
 AX0799
 AX0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT054275(NAD 83)
 AX0799_MARKER: DB = BENCH MARK DISK
 AX0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0799_SP_SET: CULVERT
 AX0799_STAMPING: P 886 1943
 AX0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0799
 AX0799  HISTORY     - Date     Condition        Report By
 AX0799  HISTORY     - 1943     MONUMENTED       CGS
 AX0799  HISTORY     - 1966     GOOD             USGS
 AX0799  HISTORY     - 19970607 GOOD             USPSQD
 AX0799
 AX0799                          STATION DESCRIPTION
 AX0799
 AX0799'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0799'0.9 MI SW FROM HOPE.
 AX0799'0.9 MILES SW ALONG ROADS FROM THE BAPTIST CHURCH AT HOPE, LAVACA
 AX0799'COUNTY TO STATE HWY. 111.  THENCE 7.85 MI. SE ALONG STATE HWY. 111. IT
 AX0799'IS 0.8 MILES NW OF A BRIDGE OVER LAVACA RIVER, AT A CONCRETE CULVERT
 AX0799'IN THE EAST END OF THE SOUTH HEADWALL 2 FEET SOUTH OF THE CENTERLINE
 AX0799'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 AX0799
 AX0799                          STATION RECOVERY (1997)
 AX0799
 AX0799'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1156 ***********************************************************************
 AN1156  DESIGNATION -  P 887
 AN1156  PID         -  AN1156
 AN1156  STATE/COUNTY-  TX/DE WITT
 AN1156  USGS QUAD   -  MEYERSVILLE (1987)
 AN1156
 AN1156                         *CURRENT SURVEY CONTROL
 AN1156  ___________________________________________________________________
 AN1156* NAD 83(1986)-  28 59 25.     (N)    097 16 33.     (W)     SCALED    
 AN1156* NAVD 88     -        60.81   (+/-2cm)     199.5    (feet)  VERTCON   
 AN1156  ___________________________________________________________________
 AN1156  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1156
 AN1156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1156
 AN1156.The horizontal coordinates were scaled from a topographic map and have
 AN1156.an estimated accuracy of +/- 6 seconds.
 AN1156
 AN1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1156.The vertical order pertains to the NGVD 29 superseded value.
 AN1156
 AN1156.The geoid height was determined by GEOID03.
 AN1156
 AN1156;                    North         East    Units  Estimated Accuracy
 AN1156;SPC TXSC     - 4,129,460.      767,990.      MT  (+/- 180 meters Scaled)
 AN1156
 AN1156                          SUPERSEDED SURVEY CONTROL
 AN1156
 AN1156  NGVD 29 (??/??/92)   60.836  (m)          199.59   (f) ADJ UNCH    2 0
 AN1156
 AN1156.Superseded values are not recommended for survey control.
 AN1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1156.See file dsdata.txt to determine how the superseded data were derived.
 AN1156
 AN1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT679081(NAD 83)
 AN1156_MARKER: DB = BENCH MARK DISK
 AN1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1156_STAMPING: P 887 1943
 AN1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1156+STABILITY: SURFACE MOTION
 AN1156
 AN1156  HISTORY     - Date     Condition        Report By
 AN1156  HISTORY     - 1943     MONUMENTED       CGS
 AN1156  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1156  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1156
 AN1156                          STATION DESCRIPTION
 AN1156
 AN1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1156'0.3 MI W FROM ARNECKEVILLE.
 AN1156'BENCH MARK IS 27.0 FEET EAST OF THE CENTERLINE OF A Y-ROAD
 AN1156'INTERSECTION, AND 21.5 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION
 AN1156'AS THE CENTERLINE OF ROAD LEADING NORTHEAST TO ARNECKEVILLE.  IT IS
 AN1156'4.2 FEET NORTHEAST OF A FENCE CORNER, 5.5 FEET SOUTHWEST OF A
 AN1156'TELEPHONE POLE, 1.4 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 2.5
 AN1156'FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AN1156'0.3 FOOT.  NOTE-- TO REACH FROM THE POST OFFICE AT ARNECKEVILLE--
 AN1156'PROCEED 0.3 MILE WESTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.
 AN1156
 AN1156                          STATION RECOVERY (1963)
 AN1156
 AN1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1156'MARK NOT FOUND.
 AN1156
 AN1156                          STATION RECOVERY (2001)
 AN1156
 AN1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1156'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1085 ***********************************************************************
 AN1085  DESIGNATION -  P 888
 AN1085  PID         -  AN1085
 AN1085  STATE/COUNTY-  TX/VICTORIA
 AN1085  USGS QUAD   -  SCHROEDER (1987)
 AN1085
 AN1085                         *CURRENT SURVEY CONTROL
 AN1085  ___________________________________________________________________
 AN1085* NAD 83(1986)-  28 51 32.     (N)    097 09 12.     (W)     SCALED    
 AN1085* NAVD 88     -        48.73   (+/-2cm)     159.9    (feet)  VERTCON   
 AN1085  ___________________________________________________________________
 AN1085  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1085
 AN1085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1085
 AN1085.The horizontal coordinates were scaled from a topographic map and have
 AN1085.an estimated accuracy of +/- 6 seconds.
 AN1085
 AN1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1085.The vertical order pertains to the NGVD 29 superseded value.
 AN1085
 AN1085.The geoid height was determined by GEOID03.
 AN1085
 AN1085;                    North         East    Units  Estimated Accuracy
 AN1085;SPC TXSC     - 4,115,080.      780,160.      MT  (+/- 180 meters Scaled)
 AN1085
 AN1085                          SUPERSEDED SURVEY CONTROL
 AN1085
 AN1085  NGVD 29 (??/??/92)   48.792  (m)          160.08   (f) ADJ UNCH    2 0
 AN1085
 AN1085.Superseded values are not recommended for survey control.
 AN1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1085.See file dsdata.txt to determine how the superseded data were derived.
 AN1085
 AN1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS801937(NAD 83)
 AN1085_MARKER: DB = BENCH MARK DISK
 AN1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1085_STAMPING: P 888 1943
 AN1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1085+STABILITY: SURFACE MOTION
 AN1085
 AN1085  HISTORY     - Date     Condition        Report By
 AN1085  HISTORY     - 1943     MONUMENTED       CGS
 AN1085
 AN1085                          STATION DESCRIPTION
 AN1085
 AN1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1085'5.3 MI NE FROM SCHROEDER.
 AN1085'TO REACH FROM THE SCHOOL AT SCHROEDER-- PROCEED 5.3 MILES
 AN1085'NORTHEASTERLY ALONG THE SCHROEDER-NURSERY ROAD TO SITE OF BENCH MARK.
 AN1085'BENCH MARK IS ABOUT 0.05 MILE NORTHWEST OF A TRACK ROAD INTERSECTION
 AN1085'LEADING SOUTHWEST, AND ABOUT 192.0 FEET SOUTHEAST OF A SMALL WOODEN
 AN1085'CULVERT.  IT IS 21.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AN1085'THE CENTERLINE OF ROAD, 3.0 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 AN1085'AND 3.5 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AN1085'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1656 ***********************************************************************
 AX1656  DESIGNATION -  P 889
 AX1656  PID         -  AX1656
 AX1656  STATE/COUNTY-  TX/DE WITT
 AX1656  USGS QUAD   -  CUERO (1987)
 AX1656
 AX1656                         *CURRENT SURVEY CONTROL
 AX1656  ___________________________________________________________________
 AX1656* NAD 83(1986)-  29 00 50.     (N)    097 19 05.     (W)     SCALED    
 AX1656* NAVD 88     -        70.70   (+/-2cm)     232.0    (feet)  VERTCON   
 AX1656  ___________________________________________________________________
 AX1656  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1656
 AX1656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1656
 AX1656.The horizontal coordinates were scaled from a topographic map and have
 AX1656.an estimated accuracy of +/- 6 seconds.
 AX1656
 AX1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1656.The vertical order pertains to the NGVD 29 superseded value.
 AX1656
 AX1656.The geoid height was determined by GEOID03.
 AX1656
 AX1656;                    North         East    Units  Estimated Accuracy
 AX1656;SPC TXSC     - 4,132,020.      763,840.      MT  (+/- 180 meters Scaled)
 AX1656
 AX1656                          SUPERSEDED SURVEY CONTROL
 AX1656
 AX1656  NGVD 29 (??/??/92)   70.722  (m)          232.03   (f) ADJ UNCH    2 0
 AX1656
 AX1656.Superseded values are not recommended for survey control.
 AX1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1656.See file dsdata.txt to determine how the superseded data were derived.
 AX1656
 AX1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT638106(NAD 83)
 AX1656_MARKER: DB = BENCH MARK DISK
 AX1656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1656_SP_SET: BRIDGE
 AX1656_STAMPING: P 889 1943
 AX1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1656
 AX1656  HISTORY     - Date     Condition        Report By
 AX1656  HISTORY     - 1943     MONUMENTED       CGS
 AX1656  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1656
 AX1656                          STATION DESCRIPTION
 AX1656
 AX1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1656'6.7 MI S FROM CUERO.
 AX1656'TO REACH FROM THE POST OFFICE AT CUERO-- PROCEED 6.7 MILES SOUTHERLY
 AX1656'ALONG STATE HIGHWAY NO. 29 TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1656'HORIZONTALLY 5.8 FEET FROM THE SOUTH END OF THE EAST HEADWALL OF A
 AX1656'SMALL CONCRETE BRIDGE OVER 3-MILE COLETO CREEK, 18.0 FEET EAST OF AND
 AX1656'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY.
 AX1656
 AX1656                          STATION RECOVERY (2001)
 AX1656
 AX1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1656'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1778 ***********************************************************************
 BK1778  DESIGNATION -  P 89
 BK1778  PID         -  BK1778
 BK1778  STATE/COUNTY-  TX/ORANGE
 BK1778  USGS QUAD   -  ORANGEFIELD (1974)
 BK1778
 BK1778                         *CURRENT SURVEY CONTROL
 BK1778  ___________________________________________________________________
 BK1778* NAD 83(1986)-  30 05 28.     (N)    093 47 11.     (W)     SCALED    
 BK1778* NAVD 88     -         5.102  (meters)      16.74   (feet)  ADJUSTED  
 BK1778  ___________________________________________________________________
 BK1778  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK1778  DYNAMIC HT  -           5.096 (meters)      16.72  (feet)  COMP
 BK1778  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 BK1778
 BK1778  VERT ORDER  -  FIRST     CLASS I
 BK1778
 BK1778.The horizontal coordinates were scaled from a topographic map and have
 BK1778.an estimated accuracy of +/- 6 seconds.
 BK1778
 BK1778.The orthometric height was determined by differential leveling
 BK1778.and adjusted by the National Geodetic Survey in June 1991..
 BK1778
 BK1778.The geoid height was determined by GEOID03.
 BK1778
 BK1778.The dynamic height is computed by dividing the NAVD 88
 BK1778.geopotential number by the normal gravity value computed on the
 BK1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1778.degrees latitude (g = 980.6199 gals.).
 BK1778
 BK1778.The modeled gravity was interpolated from observed gravity values.
 BK1778
 BK1778;                    North         East    Units  Estimated Accuracy
 BK1778;SPC TX C     - 3,065,620.    1,330,750.      MT  (+/- 180 meters Scaled)
 BK1778
 BK1778                          SUPERSEDED SURVEY CONTROL
 BK1778
 BK1778  NGVD 29 (??/??/??)    5.056  (m)           16.59   (f) ADJUSTED    1 1
 BK1778
 BK1778.Superseded values are not recommended for survey control.
 BK1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1778.See file dsdata.txt to determine how the superseded data were derived.
 BK1778
 BK1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP242291(NAD 83)
 BK1778_MARKER: DB = BENCH MARK DISK
 BK1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1778_SP_SET: CONCRETE POST
 BK1778_STAMPING: P 89 1932 17.352
 BK1778_MARK LOGO: CGS   
 BK1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1778+STABILITY: SURFACE MOTION
 BK1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1778+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 BK1778
 BK1778  HISTORY     - Date     Condition        Report By
 BK1778  HISTORY     - 1932     MONUMENTED       CGS
 BK1778  HISTORY     - 1972     GOOD             NGS
 BK1778  HISTORY     - 1979     GOOD             NGS
 BK1778  HISTORY     - 1986     GOOD             NGS
 BK1778  HISTORY     - 1989     GOOD             USPSQD
 BK1778  HISTORY     - 19960427 GOOD             USPSQD
 BK1778  HISTORY     - 20010331 GOOD             USPSQD
 BK1778  HISTORY     - 20020727 GOOD             USPSQD
 BK1778  HISTORY     - 20050402 GOOD             USPSQD
 BK1778
 BK1778                          STATION DESCRIPTION
 BK1778
 BK1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1778'3.0 MI W FROM ORANGE.
 BK1778'ABOUT 2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1778'STATION AT ORANGE, THENCE 0.2 MILE NORTHWEST ALONG THE MISSOURI
 BK1778'PACIFIC RAILROAD, 50 FEET NORTHEAST OF THE CENTER OF THE CROSSING WITH
 BK1778'TULANE ROAD, 44.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 40 FEET NORTH
 BK1778'OF THE CENTER LINE OF TULANE ROAD, 35 WEST OF A POWER POLE, 3.9 FEET
 BK1778'SOUTHWEST OF A FENCE, 1.1 FEET NORTHEAST OF A METAL WITNESS POST,
 BK1778'ABOUT 1 1/2 FEET BELOW THE RAILS, AND SET IN THE TOP OF A CONCRETE
 BK1778'POST PROJECTING 4 INCHES.
 BK1778
 BK1778                          STATION RECOVERY (1979)
 BK1778
 BK1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1778'RECOVERED IN GOOD CONDITION.
 BK1778
 BK1778                          STATION RECOVERY (1986)
 BK1778
 BK1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1778'RECOVERED IN GOOD CONDITION.
 BK1778
 BK1778                          STATION RECOVERY (1989)
 BK1778
 BK1778'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1778'RECOVERED IN GOOD CONDITION.
 BK1778
 BK1778                          STATION RECOVERY (1996)
 BK1778
 BK1778'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1778'RECOVERED IN GOOD CONDITION.
 BK1778
 BK1778                          STATION RECOVERY (2001)
 BK1778
 BK1778'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1778'RECOVERED IN GOOD CONDITION.
 BK1778
 BK1778                          STATION RECOVERY (2002)
 BK1778
 BK1778'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1778'RECOVERED IN GOOD CONDITION.
 BK1778
 BK1778                          STATION RECOVERY (2005)
 BK1778
 BK1778'RECOVERY NOTE BY US POWER SQUADRON 2005 (HEW)
 BK1778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1057 ***********************************************************************
 AN1057  DESIGNATION -  P 890 RESET 1957
 AN1057  PID         -  AN1057
 AN1057  STATE/COUNTY-  TX/GOLIAD
 AN1057  USGS QUAD   -  GOLIAD (1987)
 AN1057
 AN1057                         *CURRENT SURVEY CONTROL
 AN1057  ___________________________________________________________________
 AN1057* NAD 83(1986)-  28 43 16.     (N)    097 23 11.     (W)     SCALED    
 AN1057* NAVD 88     -        67.91   (+/-2cm)     222.8    (feet)  VERTCON   
 AN1057  ___________________________________________________________________
 AN1057  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN1057
 AN1057  VERT ORDER  -  THIRD (See Below)
 AN1057
 AN1057.The horizontal coordinates were scaled from a topographic map and have
 AN1057.an estimated accuracy of +/- 6 seconds.
 AN1057
 AN1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1057.The vertical order pertains to the NGVD 29 superseded value.
 AN1057
 AN1057.The geoid height was determined by GEOID03.
 AN1057
 AN1057;                    North         East    Units  Estimated Accuracy
 AN1057;SPC TXSC     - 4,099,480.      757,630.      MT  (+/- 180 meters Scaled)
 AN1057
 AN1057                          SUPERSEDED SURVEY CONTROL
 AN1057
 AN1057  NGVD 29 (01/29/03)   67.97   (m)          223.0    (f) RESET       3  
 AN1057
 AN1057.Superseded values are not recommended for survey control.
 AN1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1057.See file dsdata.txt to determine how the superseded data were derived.
 AN1057
 AN1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS575781(NAD 83)
 AN1057_MARKER: DB = BENCH MARK DISK
 AN1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1057_SP_SET: CULVERT
 AN1057_STAMPING: P 890 RESET 1957
 AN1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1057
 AN1057  HISTORY     - Date     Condition        Report By
 AN1057  HISTORY     - 1957     MONUMENTED       TXHD
 AN1057  HISTORY     - 1990     GOOD             USPSQD
 AN1057
 AN1057                          STATION DESCRIPTION
 AN1057
 AN1057'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AN1057'3.8 MI N FROM GOLIAD.
 AN1057'3.8 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION OF U.S.
 AN1057'HIGHWAY 59 AT GOLIAD, 0.45 MILE SOUTH OF THE JUNCTION OF A ROAD
 AN1057'LEADING WEST, 0.3 MILE SOUTH OF THE JUNCTION OF A PRIVATE ROAD LEADING
 AN1057'EAST TO THE G.G. BRUNS RESIDENCE, AT A SMALL CONCRETE CULVERT, IN THE
 AN1057'NORTH END OF THE EAST HEADWALL, 23.3 FEET EAST OF THE CENTERLINE OF
 AN1057'THE HIGHWAY, AND 0.1 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AN1057
 AN1057                          STATION RECOVERY (1990)
 AN1057
 AN1057'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1146 ***********************************************************************
 BY1146  DESIGNATION -  P 891
 BY1146  PID         -  BY1146
 BY1146  STATE/COUNTY-  TX/NACOGDOCHES
 BY1146  USGS QUAD   -  APPLEBY (1983)
 BY1146
 BY1146                         *CURRENT SURVEY CONTROL
 BY1146  ___________________________________________________________________
 BY1146* NAD 83(1986)-  31 42 38.     (N)    094 35 11.     (W)     SCALED    
 BY1146* NAVD 88     -       143.14   (+/-2cm)     469.6    (feet)  VERTCON   
 BY1146  ___________________________________________________________________
 BY1146  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1146
 BY1146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1146
 BY1146.The horizontal coordinates were scaled from a topographic map and have
 BY1146.an estimated accuracy of +/- 6 seconds.
 BY1146
 BY1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1146.The vertical order pertains to the NGVD 29 superseded value.
 BY1146
 BY1146.The geoid height was determined by GEOID03.
 BY1146
 BY1146;                    North         East    Units  Estimated Accuracy
 BY1146;SPC TX C     - 3,240,650.    1,244,480.      MT  (+/- 180 meters Scaled)
 BY1146
 BY1146                          SUPERSEDED SURVEY CONTROL
 BY1146
 BY1146  NGVD 29 (??/??/92)  143.145  (m)          469.63   (f) ADJ UNCH    2 0
 BY1146
 BY1146.Superseded values are not recommended for survey control.
 BY1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1146.See file dsdata.txt to determine how the superseded data were derived.
 BY1146
 BY1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR496094(NAD 83)
 BY1146_MARKER: DB = BENCH MARK DISK
 BY1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1146_STAMPING: P 891 1948
 BY1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1146+STABILITY: SURFACE MOTION
 BY1146
 BY1146  HISTORY     - Date     Condition        Report By
 BY1146  HISTORY     - 1948     MONUMENTED       CGS
 BY1146  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1146
 BY1146                          STATION DESCRIPTION
 BY1146
 BY1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1146'1.5 MI E FROM APPLEBY.
 BY1146'1.5 MILES EAST ALONG THE APPLEBY-PISGAH SCHOOL ROAD FROM THE CROSSING
 BY1146'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, 150.0
 BY1146'FEET EAST OF THE JUNCTION OF AN OLD ROAD LEADING NORTHEAST, 92.5 FEET
 BY1146'SOUTH OF THE CENTER LINE OF THE ROAD, 72.0 FEET SOUTH OF A FENCE
 BY1146'CORNER POST, 48.6 FEET EAST OF THE SOUTHEAST CORNER OF THE FARM HOME
 BY1146'OF B. M. STRAHAM, 1.5 FEET SOUTH OF A REFERENCE POST, 10 FOOT WEST OF
 BY1146'A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BY1146'FOOT ABOVE THE GROUND.
 BY1146
 BY1146                          STATION RECOVERY (1998)
 BY1146
 BY1146'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1193 ***********************************************************************
 BY1193  DESIGNATION -  P 892 RESET 1964
 BY1193  PID         -  BY1193
 BY1193  STATE/COUNTY-  TX/NACOGDOCHES
 BY1193  USGS QUAD   -  WODEN (1983)
 BY1193
 BY1193                         *CURRENT SURVEY CONTROL
 BY1193  ___________________________________________________________________
 BY1193* NAD 83(1986)-  31 35 19.     (N)    094 32 34.     (W)     SCALED    
 BY1193* NAVD 88     -       120.05   (+/-2cm)     393.9    (feet)  VERTCON   
 BY1193  ___________________________________________________________________
 BY1193  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1193
 BY1193  VERT ORDER  -  THIRD (See Below)
 BY1193
 BY1193.The horizontal coordinates were scaled from a topographic map and have
 BY1193.an estimated accuracy of +/- 6 seconds.
 BY1193
 BY1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1193.The vertical order pertains to the NGVD 29 superseded value.
 BY1193
 BY1193.The geoid height was determined by GEOID03.
 BY1193
 BY1193;                    North         East    Units  Estimated Accuracy
 BY1193;SPC TX C     - 3,227,360.    1,249,310.      MT  (+/- 180 meters Scaled)
 BY1193
 BY1193                          SUPERSEDED SURVEY CONTROL
 BY1193
 BY1193  NGVD 29 (01/29/03)  120.11   (m)          394.1    (f) RESET       3  
 BY1193
 BY1193.Superseded values are not recommended for survey control.
 BY1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1193.See file dsdata.txt to determine how the superseded data were derived.
 BY1193
 BY1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ536958(NAD 83)
 BY1193_MARKER: DB = BENCH MARK DISK
 BY1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1193_STAMPING: P 892 RESET 1964
 BY1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1193+STABILITY: SURFACE MOTION
 BY1193
 BY1193  HISTORY     - Date     Condition        Report By
 BY1193  HISTORY     - 1964     MONUMENTED       CGS
 BY1193
 BY1193                          STATION DESCRIPTION
 BY1193
 BY1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BY1193'8.6 MI SE FROM NACOGDOCHES.
 BY1193'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAYS 7 AND 21 FROM THE POST
 BY1193'OFFICE IN NACOGDOCHES, THENCE 5.7 MILES SOUTHEAST, ALONG STATE HIGHWAY
 BY1193'7, THENCE 1.7 MILES SOUTHERLY ALONG A DIRT ROAD TO A T-ROAD JUNCTION
 BY1193'AND THE BENCH MARK, 170 FEET EAST OF THE T-ROAD JUNCTION, 45 FEET
 BY1193'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 130 FEET WEST OF A
 BY1193'PRIVATE DRIVEWAY, 71 FEET EAST OF A POWER LINE POLE, 9 FEET EAST OF
 BY1193'THE PROLONGATION OF THE EAST SIDE OF A BRICK HOUSE, AND 1 FOOT WEST OF
 BY1193'A METAL WITNESS POST.  AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION
 BY1193'246 + 13 IN, AND ON LAND OWNED BY MR. GUY T. MUCKLEROY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1029 ***********************************************************************
 BY1029  DESIGNATION -  P 893
 BY1029  PID         -  BY1029
 BY1029  STATE/COUNTY-  TX/NACOGDOCHES
 BY1029  USGS QUAD   -  PLATT (1980)
 BY1029
 BY1029                         *CURRENT SURVEY CONTROL
 BY1029  ___________________________________________________________________
 BY1029* NAD 83(1986)-  31 24 35.     (N)    094 31 00.     (W)     SCALED    
 BY1029* NAVD 88     -        58.82   (+/-2cm)     193.0    (feet)  VERTCON   
 BY1029  ___________________________________________________________________
 BY1029  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BY1029
 BY1029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1029
 BY1029.The horizontal coordinates were scaled from a topographic map and have
 BY1029.an estimated accuracy of +/- 6 seconds.
 BY1029
 BY1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1029.The vertical order pertains to the NGVD 29 superseded value.
 BY1029
 BY1029.The geoid height was determined by GEOID03.
 BY1029
 BY1029;                    North         East    Units  Estimated Accuracy
 BY1029;SPC TX C     - 3,207,690.    1,252,820.      MT  (+/- 180 meters Scaled)
 BY1029
 BY1029                          SUPERSEDED SURVEY CONTROL
 BY1029
 BY1029  NGVD 29 (??/??/92)   58.877  (m)          193.17   (f) ADJ UNCH    2 0
 BY1029
 BY1029.Superseded values are not recommended for survey control.
 BY1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1029.See file dsdata.txt to determine how the superseded data were derived.
 BY1029
 BY1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ558760(NAD 83)
 BY1029_MARKER: DB = BENCH MARK DISK
 BY1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1029_STAMPING: P 893 1948
 BY1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1029+STABILITY: SURFACE MOTION
 BY1029
 BY1029  HISTORY     - Date     Condition        Report By
 BY1029  HISTORY     - 1948     MONUMENTED       CGS
 BY1029  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1029
 BY1029                          STATION DESCRIPTION
 BY1029
 BY1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1029'7.75 MI SW FROM WODEN.
 BY1029'5.7 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1029'WODEN, THENCE 2.05 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, AT A Y
 BY1029'JUNCTION OF DIRT ROADS, APPROXIMATELY 0.1 MILE NORTH OF ANGELINA RIVER
 BY1029'BANK, 65.0 FEET EAST OF THE CENTER LINE OF ROAD LEADING SOUTH, 61.7
 BY1029'FEET EAST OF A 16-INCH GUM TREE WHICH IS LOCATED IN THE CENTER OF THE
 BY1029'ROAD JUNCTION, 34.0 FEET SOUTHEAST OF THE CENTER LINE OF ROAD LEADING
 BY1029'NORTHEAST, 21.8 FEET SOUTHEAST OF A 16-INCH OAK TREE, 12.6 FEET EAST
 BY1029'OF A 10-INCH GUM TREE, 12.0 FEET WEST OF A 10-INCH GUM TREE, 2.2 FEET
 BY1029'SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY1029'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY1029
 BY1029                          STATION RECOVERY (1998)
 BY1029
 BY1029'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0242 ***********************************************************************
 BY0242  DESIGNATION -  P 894
 BY0242  PID         -  BY0242
 BY0242  STATE/COUNTY-  TX/SHELBY
 BY0242  USGS QUAD   -  NEUVILLE (1984)
 BY0242
 BY0242                         *CURRENT SURVEY CONTROL
 BY0242  ___________________________________________________________________
 BY0242* NAD 83(1986)-  31 42 24.     (N)    094 14 18.     (W)     SCALED    
 BY0242* NAVD 88     -       132.42   (+/-2cm)     434.4    (feet)  VERTCON   
 BY0242  ___________________________________________________________________
 BY0242  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY0242
 BY0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0242
 BY0242.The horizontal coordinates were scaled from a topographic map and have
 BY0242.an estimated accuracy of +/- 6 seconds.
 BY0242
 BY0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0242.The vertical order pertains to the NGVD 29 superseded value.
 BY0242
 BY0242.The geoid height was determined by GEOID03.
 BY0242
 BY0242;                    North         East    Units  Estimated Accuracy
 BY0242;SPC TX C     - 3,241,980.    1,277,450.      MT  (+/- 180 meters Scaled)
 BY0242
 BY0242                          SUPERSEDED SURVEY CONTROL
 BY0242
 BY0242  NGVD 29 (??/??/92)  132.444  (m)          434.53   (f) ADJ UNCH    2 0
 BY0242
 BY0242.Superseded values are not recommended for survey control.
 BY0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0242.See file dsdata.txt to determine how the superseded data were derived.
 BY0242
 BY0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR826085(NAD 83)
 BY0242_MARKER: DB = BENCH MARK DISK
 BY0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0242_STAMPING: P 894 1949
 BY0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0242+STABILITY: SURFACE MOTION
 BY0242
 BY0242  HISTORY     - Date     Condition        Report By
 BY0242  HISTORY     - 1949     MONUMENTED       CGS
 BY0242  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0242
 BY0242                          STATION DESCRIPTION
 BY0242
 BY0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0242'IN JERICHO.
 BY0242'AT JERICHO, ACROSS THE NORTH-SOUTH ROAD FROM THE POWDRILL GROCERY
 BY0242'STORE, AT THE J. J. BRADSHAW RESIDENCE AND STORE, 155.0 FEET NORTH OF
 BY0242'THE CENTER LINE OF AN EAST-WEST ROAD, 58.0 FEET NORTH OF THE NORTHWEST
 BY0242'CORNER OF THE BRADSHAW RESIDENCE, 25.0 FEET EAST OF THE CENTER LINE OF
 BY0242'A NORTH-SOUTH ROAD, 12.6 FEET SOUTHWEST OF A 12-INCH BLACK OAK TREE,
 BY0242'15.0 FEET NORTHEAST OF A 20-INCH BLACK OAK TREE, 1.4 FEET WEST OF A
 BY0242'REFERENCE POST, 1.2 FEET SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A
 BY0242'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0242
 BY0242                          STATION RECOVERY (1979)
 BY0242
 BY0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0242'AREA DESCRIBED IS NOW A LARGE PARKING AREA AND DRIVEWAY FOR GROCERY
 BY0242'STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0201 ***********************************************************************
 BY0201  DESIGNATION -  P 895 RESET 1967
 BY0201  PID         -  BY0201
 BY0201  STATE/COUNTY-  TX/SHELBY
 BY0201  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0201
 BY0201                         *CURRENT SURVEY CONTROL
 BY0201  ___________________________________________________________________
 BY0201* NAD 83(1986)-  31 41 55.     (N)    094 18 03.     (W)     SCALED    
 BY0201* NAVD 88     -       129.27   (+/-2cm)     424.1    (feet)  VERTCON   
 BY0201  ___________________________________________________________________
 BY0201  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY0201
 BY0201  VERT ORDER  -  THIRD (See Below)
 BY0201
 BY0201.The horizontal coordinates were scaled from a topographic map and have
 BY0201.an estimated accuracy of +/- 6 seconds.
 BY0201
 BY0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0201.The vertical order pertains to the NGVD 29 superseded value.
 BY0201
 BY0201.The geoid height was determined by GEOID03.
 BY0201
 BY0201;                    North         East    Units  Estimated Accuracy
 BY0201;SPC TX C     - 3,240,760.    1,271,580.      MT  (+/- 180 meters Scaled)
 BY0201
 BY0201                          SUPERSEDED SURVEY CONTROL
 BY0201
 BY0201  NGVD 29 (01/29/03)  129.29   (m)          424.2    (f) RESET       3  
 BY0201
 BY0201.Superseded values are not recommended for survey control.
 BY0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0201.See file dsdata.txt to determine how the superseded data were derived.
 BY0201
 BY0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR767077(NAD 83)
 BY0201_MARKER: DB = BENCH MARK DISK
 BY0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0201_STAMPING: P 895 RESET 1967
 BY0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0201+STABILITY: SURFACE MOTION
 BY0201
 BY0201  HISTORY     - Date     Condition        Report By
 BY0201  HISTORY     - 1967     MONUMENTED       CGS
 BY0201
 BY0201                          STATION DESCRIPTION
 BY0201
 BY0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BY0201'9.8 MI SW FROM CENTER.
 BY0201'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE IN
 BY0201'CENTER TO THE JUNCTION OF U. S. HIGHWAY 96, THENCE CONTINUE SOUTHWEST
 BY0201'9.4 MILES ALONG STATE HIGHWAY 7 TO SITE OF BENCH MARK, 109 FEET NORTH
 BY0201'OF THE CENTER LINE OF HIGHWAY, 103 FEET SOUTHWEST OF THE SOUTHWEST
 BY0201'CORNER OF A PUMP HOUSE, 46 FEET EAST OF THE NORTHEAST CORNER OF URAS
 BY0201'STORE AND GAS STATION, 40 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 BY0201'STORE AND GAS STATION, 1 FOOT WEST OF A PROPERTY LINE FENCE, 1 FOOT
 BY0201'NORTH OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION
 BY0201'526 + 26.  A C AND GS BENCH MARK DISK SET IN A 12 X 12 IN. CONCRETE
 BY0201'POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0370 ***********************************************************************
 BL0370  DESIGNATION -  P 896
 BL0370  PID         -  BL0370
 BL0370  STATE/COUNTY-  TX/LIBERTY
 BL0370  USGS QUAD   -  LIBERTY (1984)
 BL0370
 BL0370                         *CURRENT SURVEY CONTROL
 BL0370  ___________________________________________________________________
 BL0370* NAD 83(1986)-  30 03 09.     (N)    094 51 43.     (W)     SCALED    
 BL0370* NAVD 88     -         7.475  (meters)      24.52   (feet)  ADJUSTED  
 BL0370  ___________________________________________________________________
 BL0370  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0370  DYNAMIC HT  -           7.465 (meters)      24.49  (feet)  COMP
 BL0370  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 BL0370  OBS GRAVITY -     979,311.1   (mgal)                       GRAV_OBS
 BL0370
 BL0370  VERT ORDER  -  FIRST     CLASS I
 BL0370
 BL0370.The horizontal coordinates were scaled from a topographic map and have
 BL0370.an estimated accuracy of +/- 6 seconds.
 BL0370
 BL0370.The orthometric height was determined by differential leveling
 BL0370.and adjusted by the National Geodetic Survey in June 1991..
 BL0370
 BL0370.The geoid height was determined by GEOID03.
 BL0370
 BL0370.The dynamic height is computed by dividing the NAVD 88
 BL0370.geopotential number by the normal gravity value computed on the
 BL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0370.degrees latitude (g = 980.6199 gals.).
 BL0370
 BL0370.The modeled gravity was interpolated from observed gravity values.
 BL0370.The observed gravity was obtained from relative gravimeter ties
 BL0370.to the IGSN71 gravity network.
 BL0370
 BL0370;                    North         East    Units  Estimated Accuracy
 BL0370;SPC TX C     - 3,055,750.    1,227,430.      MT  (+/- 180 meters Scaled)
 BL0370
 BL0370                          SUPERSEDED SURVEY CONTROL
 BL0370
 BL0370  NGVD 29 (12/23/87)    7.477  (m)           24.53   (f) ADJUSTED    1 1
 BL0370
 BL0370.Superseded values are not recommended for survey control.
 BL0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0370.See file dsdata.txt to determine how the superseded data were derived.
 BL0370
 BL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP204260(NAD 83)
 BL0370_MARKER: DB = BENCH MARK DISK
 BL0370_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL0370_SP_SET: BRIDGE ABUTMENT
 BL0370_STAMPING: P 896 1943
 BL0370_MARK LOGO: CGS   
 BL0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0370
 BL0370  HISTORY     - Date     Condition        Report By
 BL0370  HISTORY     - 1943     MONUMENTED       CGS
 BL0370  HISTORY     - 1972     GOOD             NGS
 BL0370  HISTORY     - 1987     GOOD             NGS
 BL0370  HISTORY     - 1988     GOOD             USPSQD
 BL0370  HISTORY     - 1989     GOOD             USPSQD
 BL0370  HISTORY     - 1990     GOOD             USPSQD
 BL0370  HISTORY     - 19960801 GOOD             USPSQD
 BL0370  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0370  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0370
 BL0370                          STATION DESCRIPTION
 BL0370
 BL0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0370'1.75 MI NE FROM DAYTON.
 BL0370'ABOUT 1.75 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE HIGH SCHOOL
 BL0370'AT DAYTON, 14 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF
 BL0370'THE HIGHWAY, AT THE HIGHWAY BRIDGE OVER LINNEY CREEK, SET IN THE TOP
 BL0370'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE FOR THE
 BL0370'EASTBOUND LANE OF TRAFFIC AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BL0370'HIGHWAY.
 BL0370
 BL0370                          STATION RECOVERY (1987)
 BL0370
 BL0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0370'RECOVERED IN GOOD CONDITION.
 BL0370
 BL0370                          STATION RECOVERY (1988)
 BL0370
 BL0370'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0370'RECOVERED IN GOOD CONDITION.
 BL0370
 BL0370                          STATION RECOVERY (1989)
 BL0370
 BL0370'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0370'RECOVERED IN GOOD CONDITION.
 BL0370
 BL0370                          STATION RECOVERY (1990)
 BL0370
 BL0370'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0370'RECOVERED IN GOOD CONDITION.
 BL0370
 BL0370                          STATION RECOVERY (1996)
 BL0370
 BL0370'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0370'RECOVERED IN GOOD CONDITION.
 BL0370
 BL0370                          STATION RECOVERY (2004)
 BL0370
 BL0370'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0370'NEW HIGHWAY 90 BRIDGE,REPLACED OLD BRIDGE.
 BL0370
 BL0370                          STATION RECOVERY (2005)
 BL0370
 BL0370'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1481 ***********************************************************************
 BY1481  DESIGNATION -  P 897
 BY1481  PID         -  BY1481
 BY1481  STATE/COUNTY-  TX/HOUSTON
 BY1481  USGS QUAD   -  CENTRALIA (1950)
 BY1481
 BY1481                         *CURRENT SURVEY CONTROL
 BY1481  ___________________________________________________________________
 BY1481* NAD 83(1986)-  31 20 11.     (N)    095 04 47.     (W)     SCALED    
 BY1481* NAVD 88     -        78.71   (+/-2cm)     258.2    (feet)  VERTCON   
 BY1481  ___________________________________________________________________
 BY1481  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1481
 BY1481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1481
 BY1481.The horizontal coordinates were scaled from a topographic map and have
 BY1481.an estimated accuracy of +/- 6 seconds.
 BY1481
 BY1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1481.The vertical order pertains to the NGVD 29 superseded value.
 BY1481
 BY1481.The geoid height was determined by GEOID03.
 BY1481
 BY1481;                    North         East    Units  Estimated Accuracy
 BY1481;SPC TX C     - 3,196,900.    1,199,740.      MT  (+/- 180 meters Scaled)
 BY1481
 BY1481                          SUPERSEDED SURVEY CONTROL
 BY1481
 BY1481  NGVD 29 (??/??/92)   78.748  (m)          258.36   (f) ADJ UNCH    2 0
 BY1481
 BY1481.Superseded values are not recommended for survey control.
 BY1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1481.See file dsdata.txt to determine how the superseded data were derived.
 BY1481
 BY1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ021687(NAD 83)
 BY1481_MARKER: DB = BENCH MARK DISK
 BY1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1481_STAMPING: P 897 1948
 BY1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1481+STABILITY: SURFACE MOTION
 BY1481
 BY1481  HISTORY     - Date     Condition        Report By
 BY1481  HISTORY     - 1948     MONUMENTED       CGS
 BY1481
 BY1481                          STATION DESCRIPTION
 BY1481
 BY1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1481'7.25 MI SE FROM KENNARD.
 BY1481'1.3 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE POST OFFICE AT
 BY1481'KENNARD, THENCE 5.95 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 153.0
 BY1481'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARM HOUSE, 29.6 FEET
 BY1481'NORTHEAST OF THE CENTER OF THE ROAD, 27.0 FEET SOUTHEAST OF THE CENTER
 BY1481'OF A WOODEN GATE, 1.7 FEET SOUTHWEST OF A WIRE FENCE, 1.6 FEET
 BY1481'NORTHWEST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 BY1481'WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0150 ***********************************************************************
 BZ0150  DESIGNATION -  P 898
 BZ0150  PID         -  BZ0150
 BZ0150  STATE/COUNTY-  TX/FREESTONE
 BZ0150  USGS QUAD   -  DEW (1982)
 BZ0150
 BZ0150                         *CURRENT SURVEY CONTROL
 BZ0150  ___________________________________________________________________
 BZ0150* NAD 83(1986)-  31 31 40.     (N)    096 09 53.     (W)     SCALED    
 BZ0150* NAVD 88     -       131.999  (meters)     433.07   (feet)  ADJUSTED  
 BZ0150  ___________________________________________________________________
 BZ0150  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BZ0150  DYNAMIC HT  -         131.839 (meters)     432.54  (feet)  COMP
 BZ0150  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 BZ0150
 BZ0150  VERT ORDER  -  SECOND    CLASS 0
 BZ0150
 BZ0150.The horizontal coordinates were scaled from a topographic map and have
 BZ0150.an estimated accuracy of +/- 6 seconds.
 BZ0150
 BZ0150.The orthometric height was determined by differential leveling
 BZ0150.and adjusted by the National Geodetic Survey in June 1991..
 BZ0150
 BZ0150.The geoid height was determined by GEOID03.
 BZ0150
 BZ0150.The dynamic height is computed by dividing the NAVD 88
 BZ0150.geopotential number by the normal gravity value computed on the
 BZ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0150.degrees latitude (g = 980.6199 gals.).
 BZ0150
 BZ0150.The modeled gravity was interpolated from observed gravity values.
 BZ0150
 BZ0150;                    North         East    Units  Estimated Accuracy
 BZ0150;SPC TX C     - 3,213,730.    1,095,790.      MT  (+/- 180 meters Scaled)
 BZ0150
 BZ0150                          SUPERSEDED SURVEY CONTROL
 BZ0150
 BZ0150  NGVD 29 (??/??/92)  131.990  (m)          433.04   (f) ADJ UNCH    2 0
 BZ0150
 BZ0150.Superseded values are not recommended for survey control.
 BZ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0150.See file dsdata.txt to determine how the superseded data were derived.
 BZ0150
 BZ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV692915(NAD 83)
 BZ0150_MARKER: DB = BENCH MARK DISK
 BZ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0150_STAMPING: P 898 1948
 BZ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0150+STABILITY: SURFACE MOTION
 BZ0150
 BZ0150  HISTORY     - Date     Condition        Report By
 BZ0150  HISTORY     - 1948     MONUMENTED       CGS
 BZ0150  HISTORY     - 1965     GOOD             USGS
 BZ0150
 BZ0150                          STATION DESCRIPTION
 BZ0150
 BZ0150'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BZ0150'5.9 MI E FROM FREESTONE.
 BZ0150'FROM THE POST OFFICE AT FREESTONE GO 0.3 MILES SOUTH ALONG FARM ROAD
 BZ0150'80, THENCE 1.9 MILES EAST ALONG FARM ROAD 489, THENCE 3.7 MILES
 BZ0150'SOUTHEAS ALONG GRADED DIRT ROAD LEADING TO BUFFALO, 60 FET NORTHEAST
 BZ0150'OF A PRPELINE CROSSING 24 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 BZ0150'5.7 FEET EAST OF A LEANING 16 INCH OAK TREE, 1.5 FT. SOUTH OF A FENCE,
 BZ0150'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0159 ***********************************************************************
 BZ0159  DESIGNATION -  P 899
 BZ0159  PID         -  BZ0159
 BZ0159  STATE/COUNTY-  TX/FREESTONE
 BZ0159  USGS QUAD   -  LANELY (1982)
 BZ0159
 BZ0159                         *CURRENT SURVEY CONTROL
 BZ0159  ___________________________________________________________________
 BZ0159* NAD 83(1986)-  31 31 39.     (N)    096 06 13.     (W)     SCALED    
 BZ0159* NAVD 88     -       131.554  (meters)     431.61   (feet)  ADJUSTED  
 BZ0159  ___________________________________________________________________
 BZ0159  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BZ0159  DYNAMIC HT  -         131.394 (meters)     431.08  (feet)  COMP
 BZ0159  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 BZ0159
 BZ0159  VERT ORDER  -  SECOND    CLASS 0
 BZ0159
 BZ0159.The horizontal coordinates were scaled from a topographic map and have
 BZ0159.an estimated accuracy of +/- 6 seconds.
 BZ0159
 BZ0159.The orthometric height was determined by differential leveling
 BZ0159.and adjusted by the National Geodetic Survey in June 1991..
 BZ0159
 BZ0159.The geoid height was determined by GEOID03.
 BZ0159
 BZ0159.The dynamic height is computed by dividing the NAVD 88
 BZ0159.geopotential number by the normal gravity value computed on the
 BZ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0159.degrees latitude (g = 980.6199 gals.).
 BZ0159
 BZ0159.The modeled gravity was interpolated from observed gravity values.
 BZ0159
 BZ0159;                    North         East    Units  Estimated Accuracy
 BZ0159;SPC TX C     - 3,213,920.    1,101,590.      MT  (+/- 180 meters Scaled)
 BZ0159
 BZ0159                          SUPERSEDED SURVEY CONTROL
 BZ0159
 BZ0159  NGVD 29 (??/??/92)  131.542  (m)          431.57   (f) ADJ UNCH    2 0
 BZ0159
 BZ0159.Superseded values are not recommended for survey control.
 BZ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0159.See file dsdata.txt to determine how the superseded data were derived.
 BZ0159
 BZ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV750917(NAD 83)
 BZ0159_MARKER: DB = BENCH MARK DISK
 BZ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0159_STAMPING: P 899 1948
 BZ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0159+STABILITY: SURFACE MOTION
 BZ0159
 BZ0159  HISTORY     - Date     Condition        Report By
 BZ0159  HISTORY     - 1948     MONUMENTED       CGS
 BZ0159
 BZ0159                          STATION DESCRIPTION
 BZ0159
 BZ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0159'5.4 MI NW FROM BUFFALO.
 BZ0159'0.4 MILE SOUTHWEST ALONG COMMERCE STREET FROM THE POST OFFICE AT
 BZ0159'BUFFALO, THENCE 5.0 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75, AT A
 BZ0159'ROADSIDE PARK, 82.4 FEET NORTHEAST OF A ROADSIDE PARK HIGHWAY SIGN,
 BZ0159'62.6 FEET NORTHEAST AND ABOUT 3.0 FEET BELOW THE CENTER OF THE
 BZ0159'HIGHWAY, 15.5 FEET NORTH OF A TEXAS STATE HIGHWAY DEPARTMENT MONUMENT,
 BZ0159'MIDWAY BETWEEN TWO 16 INCH OAK TREES 19.0 FEET APART, 66.0 FEET
 BZ0159'SOUTHWEST OF AN OPEN STONE FIREPLACE AND SET IN THE TOP OF A CONCRETE
 BZ0159'POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0175 ***********************************************************************
 FL0175  DESIGNATION -  P 9
 FL0175  PID         -  FL0175
 FL0175  STATE/COUNTY-  TX/WHEELER
 FL0175  USGS QUAD   -  RAMSDELL (1963)
 FL0175
 FL0175                         *CURRENT SURVEY CONTROL
 FL0175  ___________________________________________________________________
 FL0175* NAD 83(1986)-  35 11 30.     (N)    100 26 26.     (W)     SCALED    
 FL0175* NAVD 88     -       780.316  (meters)    2560.09   (feet)  ADJUSTED  
 FL0175  ___________________________________________________________________
 FL0175  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL0175  DYNAMIC HT  -         779.480 (meters)    2557.34  (feet)  COMP
 FL0175  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 FL0175
 FL0175  VERT ORDER  -  FIRST     CLASS II
 FL0175
 FL0175.The horizontal coordinates were scaled from a topographic map and have
 FL0175.an estimated accuracy of +/- 6 seconds.
 FL0175
 FL0175.The orthometric height was determined by differential leveling
 FL0175.and adjusted by the National Geodetic Survey in June 1991..
 FL0175
 FL0175.The geoid height was determined by GEOID03.
 FL0175
 FL0175.The dynamic height is computed by dividing the NAVD 88
 FL0175.geopotential number by the normal gravity value computed on the
 FL0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0175.degrees latitude (g = 980.6199 gals.).
 FL0175
 FL0175.The modeled gravity was interpolated from observed gravity values.
 FL0175
 FL0175;                    North         East    Units  Estimated Accuracy
 FL0175;SPC TX N     - 1,132,720.      296,480.      MT  (+/- 180 meters Scaled)
 FL0175
 FL0175                          SUPERSEDED SURVEY CONTROL
 FL0175
 FL0175  NGVD 29 (??/??/92)  780.008  (m)         2559.08   (f) ADJ UNCH    1 2
 FL0175
 FL0175.Superseded values are not recommended for survey control.
 FL0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0175.See file dsdata.txt to determine how the superseded data were derived.
 FL0175
 FL0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD688952(NAD 83)
 FL0175_MARKER: Q = CHISELED SQUARE
 FL0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0175+STABILITY: SURFACE MOTION
 FL0175
 FL0175  HISTORY     - Date     Condition        Report By
 FL0175  HISTORY     - UNK      MONUMENTED       CGS
 FL0175  HISTORY     - 1955     GOOD             NGS
 FL0175
 FL0175                          STATION DESCRIPTION
 FL0175
 FL0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0175'10.25 MI E FROM MCLEAN.
 FL0175'10.25 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0175'FROM THE STATION AT MCLEAN, 0.25 MILE WEST OF THE STATION SIGN AT
 FL0175'RAMSDELL, 188.6 FEET NORTHEAST OF BENCH MARK U 354, 96 FEET NORTH OF
 FL0175'THE NORTH RAIL OF THE MAIN TRACK, 55 FEET NORTH OF A TELEPHONE POLE,
 FL0175'26 FEET EAST OF THE CENTER LINE OF A ROAD, AT A ROAD CROSSING, 3.6
 FL0175'FEET WEST OF A POWER POLE, 3.7 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 FL0175'WITNESS POST, IN THE TOP OF A LIMESTONE POST WHICH PROJECTS 0.2 FOOT
 FL0175'ABOVE THE GROUND, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1858 ***********************************************************************
 BK1858  DESIGNATION -  P 90
 BK1858  PID         -  BK1858
 BK1858  STATE/COUNTY-  TX/JASPER
 BK1858  USGS QUAD   -  KIRBYVILLE (1984)
 BK1858
 BK1858                         *CURRENT SURVEY CONTROL
 BK1858  ___________________________________________________________________
 BK1858* NAD 83(1986)-  30 39 38.     (N)    093 53 22.     (W)     SCALED    
 BK1858* NAVD 88     -        31.65   (+/-2cm)     103.8    (feet)  VERTCON   
 BK1858  ___________________________________________________________________
 BK1858  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BK1858
 BK1858  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1858
 BK1858.The horizontal coordinates were scaled from a topographic map and have
 BK1858.an estimated accuracy of +/- 6 seconds.
 BK1858
 BK1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1858.The vertical order pertains to the NGVD 29 superseded value.
 BK1858
 BK1858.The geoid height was determined by GEOID03.
 BK1858
 BK1858;                    North         East    Units  Estimated Accuracy
 BK1858;SPC TX C     - 3,128,060.    1,317,180.      MT  (+/- 180 meters Scaled)
 BK1858
 BK1858                          SUPERSEDED SURVEY CONTROL
 BK1858
 BK1858  NGVD 29 (??/??/??)   31.636  (m)          103.79   (f) ADJUSTED    1 2
 BK1858
 BK1858.Superseded values are not recommended for survey control.
 BK1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1858.See file dsdata.txt to determine how the superseded data were derived.
 BK1858
 BK1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP147923(NAD 83)
 BK1858_MARKER: DB = BENCH MARK DISK
 BK1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1858_STAMPING: 103.792 P 90 1932
 BK1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1858+STABILITY: SURFACE MOTION
 BK1858
 BK1858  HISTORY     - Date     Condition        Report By
 BK1858  HISTORY     - 1932     MONUMENTED       CGS
 BK1858  HISTORY     - 1937     GOOD             CGS
 BK1858  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1858  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1858  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1858
 BK1858                          STATION DESCRIPTION
 BK1858
 BK1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1858'IN KIRBYVILLE.
 BK1858'AT KIRBYVILLE, JASPER COUNTY, ON THE GULF, COLORADO AND SANTA FE
 BK1858'RAILWAY, 200 FEET SOUTHEAST OF THE STATION, 400 FEET SOUTHEAST OF THE
 BK1858'WATER TANK, 30 FEET SOUTHWEST OF THE LANIER HOTEL, 15 FEET EAST OF THE
 BK1858'CORNER OF MAIN STREET AT THE TRACKS, 10 FEET SOUTH OF THE SIDEWALK, 3
 BK1858'FEET WEST OF A DRIVEWAY, AND FLUSH WITH THE CURB.  A STANDARD DISK,
 BK1858'STAMPED 103.792 P 90 1932 AND SET IN THE TOP OF A CONCRETE POST.
 BK1858
 BK1858                          STATION RECOVERY (1937)
 BK1858
 BK1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 BK1858'RECOVERED IN GOOD CONDITION.
 BK1858
 BK1858                          STATION RECOVERY (1978)
 BK1858
 BK1858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1858'MARK NOT FOUND.
 BK1858
 BK1858                          STATION RECOVERY (1979)
 BK1858
 BK1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1858'MARK NOT FOUND.
 BK1858
 BK1858                          STATION RECOVERY (2004)
 BK1858
 BK1858'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0714 ***********************************************************************
 BZ0714  DESIGNATION -  P 900
 BZ0714  PID         -  BZ0714
 BZ0714  STATE/COUNTY-  TX/MCLENNAN
 BZ0714  USGS QUAD   -  ELM MOTT (1975)
 BZ0714
 BZ0714                         *CURRENT SURVEY CONTROL
 BZ0714  ___________________________________________________________________
 BZ0714* NAD 83(1986)-  31 38 21.     (N)    097 04 43.     (W)     SCALED    
 BZ0714* NAVD 88     -       143.478  (meters)     470.73   (feet)  ADJUSTED  
 BZ0714  ___________________________________________________________________
 BZ0714  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BZ0714  DYNAMIC HT  -         143.299 (meters)     470.14  (feet)  COMP
 BZ0714  MODELED GRAV-     979,394.8   (mgal)                       NAVD 88
 BZ0714
 BZ0714  VERT ORDER  -  FIRST     CLASS II
 BZ0714
 BZ0714.This mark is at Tstc Waco (CNW) Airport (CNW)
 BZ0714
 BZ0714.The horizontal coordinates were scaled from a topographic map and have
 BZ0714.an estimated accuracy of +/- 6 seconds.
 BZ0714
 BZ0714.The orthometric height was determined by differential leveling
 BZ0714.and adjusted by the National Geodetic Survey in June 1991..
 BZ0714
 BZ0714.The geoid height was determined by GEOID03.
 BZ0714
 BZ0714.The dynamic height is computed by dividing the NAVD 88
 BZ0714.geopotential number by the normal gravity value computed on the
 BZ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0714.degrees latitude (g = 980.6199 gals.).
 BZ0714
 BZ0714.The modeled gravity was interpolated from observed gravity values.
 BZ0714
 BZ0714;                    North         East    Units  Estimated Accuracy
 BZ0714;SPC TX C     - 3,223,180.    1,008,690.      MT  (+/- 180 meters Scaled)
 BZ0714
 BZ0714                          SUPERSEDED SURVEY CONTROL
 BZ0714
 BZ0714  NGVD 29 (??/??/92)  143.411  (m)          470.51   (f) ADJ UNCH    1 2
 BZ0714
 BZ0714.Superseded values are not recommended for survey control.
 BZ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0714.See file dsdata.txt to determine how the superseded data were derived.
 BZ0714
 BZ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA822020(NAD 83)
 BZ0714_MARKER: DB = BENCH MARK DISK
 BZ0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0714_SP_SET: APRON
 BZ0714_STAMPING: P 900 1944
 BZ0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0714
 BZ0714  HISTORY     - Date     Condition        Report By
 BZ0714  HISTORY     - 1944     MONUMENTED       CGS
 BZ0714  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0714  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0714  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0714  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0714
 BZ0714                          STATION DESCRIPTION
 BZ0714
 BZ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BZ0714'IN JAMES CONNALLY AFB.
 BZ0714'AT JAMES CONNALLY AFB (FORMERLY WACO ARMY AIR FIELD), MCLENNAN COUNTY,
 BZ0714'DIRECTLY EAST OF THE CENTER OF THE ADMINISTRATION BUILDING, IN THE
 BZ0714'CONCRETE APRON OF THE RUNWAY, 1 FOOT EAST OF THE WEST EDGE.
 BZ0714
 BZ0714                          STATION RECOVERY (1980)
 BZ0714
 BZ0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0714'MARK NOT FOUND.
 BZ0714
 BZ0714                          STATION RECOVERY (1995)
 BZ0714
 BZ0714'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0714'MARK NOT FOUND.
 BZ0714
 BZ0714                          STATION RECOVERY (2001)
 BZ0714
 BZ0714'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ0714'MARK NOT FOUND.
 BZ0714
 BZ0714                          STATION RECOVERY (2003)
 BZ0714
 BZ0714'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0219 ***********************************************************************
 BL0219  DESIGNATION -  P 901
 BL0219  PID         -  BL0219
 BL0219  STATE/COUNTY-  TX/JEFFERSON
 BL0219  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0219
 BL0219                         *CURRENT SURVEY CONTROL
 BL0219  ___________________________________________________________________
 BL0219* NAD 83(1986)-  30 03 53.     (N)    094 12 33.     (W)     SCALED    
 BL0219* NAVD 88     -        10.18   (+/-2cm)      33.4    (feet)  VERTCON   
 BL0219  ___________________________________________________________________
 BL0219  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0219
 BL0219  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0219
 BL0219.The horizontal coordinates were scaled from a topographic map and have
 BL0219.an estimated accuracy of +/- 6 seconds.
 BL0219
 BL0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0219.The vertical order pertains to the NGVD 29 superseded value.
 BL0219
 BL0219.The geoid height was determined by GEOID03.
 BL0219
 BL0219;                    North         East    Units  Estimated Accuracy
 BL0219;SPC TXSC     - 4,256,760.    1,061,790.      MT  (+/- 180 meters Scaled)
 BL0219
 BL0219                          SUPERSEDED SURVEY CONTROL
 BL0219
 BL0219  NGVD 29 (??/??/92)   10.202  (m)           33.47   (f) ADJ UNCH    1 2
 BL0219
 BL0219.Superseded values are not recommended for survey control.
 BL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0219.See file dsdata.txt to determine how the superseded data were derived.
 BL0219
 BL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP834265(NAD 83)
 BL0219_MARKER: DB = BENCH MARK DISK
 BL0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0219_SP_SET: BRIDGE
 BL0219_STAMPING: P 901 1944
 BL0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0219
 BL0219  HISTORY     - Date     Condition        Report By
 BL0219  HISTORY     - 1944     MONUMENTED       CGS
 BL0219  HISTORY     - 1954     GOOD             NGS
 BL0219  HISTORY     - 1974     GOOD             NGS
 BL0219  HISTORY     - 1989     GOOD             USPSQD
 BL0219  HISTORY     - 19900207 MARK NOT FOUND   USPSQD
 BL0219  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 BL0219  HISTORY     - 20001231 MARK NOT FOUND   NGS
 BL0219  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0219  HISTORY     - 20020918 MARK NOT FOUND   USPSQD
 BL0219  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0219
 BL0219                          STATION DESCRIPTION
 BL0219
 BL0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0219'1.2 MI W FROM AMELIA.
 BL0219'1.2 MILES WEST ALONG U.S. HIGHWAY 90 FROM ITS INTERSECTION WITH FARM
 BL0219'ROAD 364 AT AMELIA, 87 FEET EAST OF THE CENTER LINE OF KEITH ROAD,
 BL0219'SOUTH OF AND OPPOSITE RAILROAD TRESTLE 285.12, 65 FEET SOUTH OF THE
 BL0219'SOUTH RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 22 FEET NORTH OF THE
 BL0219'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 BL0219'NORTHWEST CONCRETE WINGWALL OF A HIGHWAY BRIDGE.
 BL0219
 BL0219                          STATION RECOVERY (1974)
 BL0219
 BL0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BL0219'RECOVERED IN GOOD CONDITION.
 BL0219
 BL0219                          STATION RECOVERY (1989)
 BL0219
 BL0219'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0219'RECOVERED IN GOOD CONDITION.
 BL0219
 BL0219                          STATION RECOVERY (1990)
 BL0219
 BL0219'RECOVERY NOTE BY US POWER SQUADRON 1990 (ELB)
 BL0219'MARK NOT FOUND.
 BL0219
 BL0219                          STATION RECOVERY (1994)
 BL0219
 BL0219'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0219'MARK NOT FOUND.
 BL0219
 BL0219                          STATION RECOVERY (2000)
 BL0219
 BL0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0219'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0219
 BL0219                          STATION RECOVERY (2001)
 BL0219
 BL0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0219'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0219
 BL0219                          STATION RECOVERY (2002)
 BL0219
 BL0219'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0219'MARK NOT FOUND.
 BL0219
 BL0219                          STATION RECOVERY (2004)
 BL0219
 BL0219'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0220 ***********************************************************************
 BL0220  DESIGNATION -  P 901 RESET 1965
 BL0220  PID         -  BL0220
 BL0220  STATE/COUNTY-  TX/JEFFERSON
 BL0220  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0220
 BL0220                         *CURRENT SURVEY CONTROL
 BL0220  ___________________________________________________________________
 BL0220* NAD 83(1986)-  30 03 55.     (N)    094 12 32.     (W)     SCALED    
 BL0220* NAVD 88     -        10.163  (meters)      33.34   (feet)  ADJUSTED  
 BL0220  ___________________________________________________________________
 BL0220  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0220  DYNAMIC HT  -          10.149 (meters)      33.30  (feet)  COMP
 BL0220  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 BL0220
 BL0220  VERT ORDER  -  FIRST     CLASS I
 BL0220
 BL0220.This mark is at Beaumont Muni (BMT) Airport (BMT)
 BL0220
 BL0220.The horizontal coordinates were scaled from a topographic map and have
 BL0220.an estimated accuracy of +/- 6 seconds.
 BL0220
 BL0220.The orthometric height was determined by differential leveling
 BL0220.and adjusted by the National Geodetic Survey in June 1991..
 BL0220
 BL0220.The geoid height was determined by GEOID03.
 BL0220
 BL0220.The dynamic height is computed by dividing the NAVD 88
 BL0220.geopotential number by the normal gravity value computed on the
 BL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0220.degrees latitude (g = 980.6199 gals.).
 BL0220
 BL0220.The modeled gravity was interpolated from observed gravity values.
 BL0220
 BL0220;                    North         East    Units  Estimated Accuracy
 BL0220;SPC TXSC     - 4,256,830.    1,061,820.      MT  (+/- 180 meters Scaled)
 BL0220
 BL0220                          SUPERSEDED SURVEY CONTROL
 BL0220
 BL0220  NGVD 29 (??/??/92)   10.182  (m)           33.41   (f) ADJ UNCH    1 1
 BL0220
 BL0220.Superseded values are not recommended for survey control.
 BL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0220.See file dsdata.txt to determine how the superseded data were derived.
 BL0220
 BL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP834266(NAD 83)
 BL0220_MARKER: DB = BENCH MARK DISK
 BL0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0220_SP_SET: GUARDRAIL BASE
 BL0220_STAMPING: P-901 RESET 1965
 BL0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0220
 BL0220  HISTORY     - Date     Condition        Report By
 BL0220  HISTORY     - 1965     MONUMENTED       CGS
 BL0220  HISTORY     - 1972     GOOD             NGS
 BL0220  HISTORY     - 1984     GOOD             USPSQD
 BL0220  HISTORY     - 19870815 GOOD             USPSQD
 BL0220  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0220  HISTORY     - 1988     GOOD             USPSQD
 BL0220  HISTORY     - 1989     GOOD             USPSQD
 BL0220  HISTORY     - 1990     GOOD             USPSQD
 BL0220  HISTORY     - 19900207 GOOD             USPSQD
 BL0220  HISTORY     - 19940730 GOOD             USPSQD
 BL0220  HISTORY     - 20001231 GOOD             NGS
 BL0220  HISTORY     - 20010331 GOOD             NGS
 BL0220  HISTORY     - 20020918 GOOD             USPSQD
 BL0220
 BL0220                          STATION DESCRIPTION
 BL0220
 BL0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0220'1.20 MI W FROM AMELIA.
 BL0220'1.20 MILES WEST ALONG US HIGHWAY 90 FROM THE INTERSECTION OF STATE
 BL0220'HWY. 364 AT AMELIA, AT THE SOUTHEAST CORNER OF THE BEAUMONT MUNICIPAL
 BL0220'AIRPORT, AT THE JUNCTION OF KEITH RD., SET IN THE TOP OF THE WEST END
 BL0220'OF THE NORTH CONCRETE GUARDRAIL BASE FOR A 66-FOOT CONCRETE BRIDGE
 BL0220'UNDER THE WESTBOUND LANE OF THE HWY. AND OVER THE PORT ARTHUR FRESH
 BL0220'WATER CANAL, 22.5 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE
 BL0220'OF THE HWY., 59.5 FEET EAST OF THE CENTER LINE OF KEITH RD. AND ABOUT
 BL0220'LEVEL WITH THE HWY.
 BL0220
 BL0220                          STATION RECOVERY (1984)
 BL0220
 BL0220'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0220'RECOVERED IN GOOD CONDITION.
 BL0220
 BL0220                          STATION RECOVERY (1987)
 BL0220
 BL0220'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0220'RECOVERED IN GOOD CONDITION.
 BL0220
 BL0220                          STATION RECOVERY (1988)
 BL0220
 BL0220'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 BL0220'MARK NOT FOUND.
 BL0220
 BL0220                          STATION RECOVERY (1988)
 BL0220
 BL0220'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0220'RECOVERED IN GOOD CONDITION.
 BL0220
 BL0220                          STATION RECOVERY (1989)
 BL0220
 BL0220'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0220'RECOVERED IN GOOD CONDITION.
 BL0220
 BL0220                          STATION RECOVERY (1990)
 BL0220
 BL0220'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0220'RECOVERED IN GOOD CONDITION.
 BL0220
 BL0220                          STATION RECOVERY (1990)
 BL0220
 BL0220'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0220'RECOVERED IN GOOD CONDITION.
 BL0220
 BL0220                          STATION RECOVERY (1994)
 BL0220
 BL0220'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0220'RECOVERED IN GOOD CONDITION.
 BL0220
 BL0220                          STATION RECOVERY (2000)
 BL0220
 BL0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0220'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0220
 BL0220                          STATION RECOVERY (2001)
 BL0220
 BL0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0220'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0220
 BL0220                          STATION RECOVERY (2002)
 BL0220
 BL0220'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0308 ***********************************************************************
 DN0308  DESIGNATION -  P 902
 DN0308  PID         -  DN0308
 DN0308  STATE/COUNTY-  TX/GRAYSON
 DN0308  USGS QUAD   -  GUNTER (1974)
 DN0308
 DN0308                         *CURRENT SURVEY CONTROL
 DN0308  ___________________________________________________________________
 DN0308* NAD 83(1986)-  33 29 43.     (N)    096 43 59.     (W)     SCALED    
 DN0308* NAVD 88     -       232.572  (meters)     763.03   (feet)  ADJUSTED  
 DN0308  ___________________________________________________________________
 DN0308  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0308  DYNAMIC HT  -         232.328 (meters)     762.23  (feet)  COMP
 DN0308  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DN0308
 DN0308  VERT ORDER  -  SECOND    CLASS 0
 DN0308
 DN0308.The horizontal coordinates were scaled from a topographic map and have
 DN0308.an estimated accuracy of +/- 6 seconds.
 DN0308
 DN0308.The orthometric height was determined by differential leveling
 DN0308.and adjusted by the National Geodetic Survey in June 1991..
 DN0308.WARNING-Repeat measurements at this control monument indicate possible
 DN0308.vertical movement.
 DN0308
 DN0308.The geoid height was determined by GEOID03.
 DN0308
 DN0308.The dynamic height is computed by dividing the NAVD 88
 DN0308.geopotential number by the normal gravity value computed on the
 DN0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0308.degrees latitude (g = 980.6199 gals.).
 DN0308
 DN0308.The modeled gravity was interpolated from observed gravity values.
 DN0308
 DN0308;                    North         East    Units  Estimated Accuracy
 DN0308;SPC TXNC     - 2,204,160.      764,170.      MT  (+/- 180 meters Scaled)
 DN0308
 DN0308                          SUPERSEDED SURVEY CONTROL
 DN0308
 DN0308  NGVD 29 (??/??/92)  232.569  (m)          763.02   (f) ADJ UNCH    2 0
 DN0308
 DN0308.Superseded values are not recommended for survey control.
 DN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0308.See file dsdata.txt to determine how the superseded data were derived.
 DN0308
 DN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC105084(NAD 83)
 DN0308_MARKER: DB = BENCH MARK DISK
 DN0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0308_STAMPING: P 902 1945
 DN0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0308+STABILITY: SURFACE MOTION
 DN0308
 DN0308  HISTORY     - Date     Condition        Report By
 DN0308  HISTORY     - 1945     MONUMENTED       CGS
 DN0308  HISTORY     - 1952     GOOD             NGS
 DN0308  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0308
 DN0308                          STATION DESCRIPTION
 DN0308
 DN0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0308'3.2 MI NE FROM GUNTER.
 DN0308'3.2 MILES NORTHEAST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0308'RAILROAD FROM THE STATION AT GUNTER, 3 POLES SOUTHWEST OF MILEPOST
 DN0308'661-10, 48 FEET SOUTH OF THE CENTER OF A DIRT ROAD CROSSING, 48 FEET
 DN0308'SOUTHWEST OF TELEPHONE POLE 465, 18 FEET SOUTHEAST OF THE SOUTHEAST
 DN0308'RAIL, 1 FOOT NORTHWEST OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET
 DN0308'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 DN0308'GROUND.
 DN0308
 DN0308                          STATION RECOVERY (1999)
 DN0308
 DN0308'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0047 ***********************************************************************
 CV0047  DESIGNATION -  P 903
 CV0047  PID         -  CV0047
 CV0047  STATE/COUNTY-  TX/MIDLAND
 CV0047  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0047
 CV0047                         *CURRENT SURVEY CONTROL
 CV0047  ___________________________________________________________________
 CV0047* NAD 83(1986)-  32 01 11.     (N)    102 04 49.     (W)     SCALED    
 CV0047* NAVD 88     -       845.183  (meters)    2772.90   (feet)  ADJUSTED  
 CV0047  ___________________________________________________________________
 CV0047  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CV0047  DYNAMIC HT  -         843.995 (meters)    2769.01  (feet)  COMP
 CV0047  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 CV0047
 CV0047  VERT ORDER  -  FIRST     CLASS II
 CV0047
 CV0047.The horizontal coordinates were scaled from a topographic map and have
 CV0047.an estimated accuracy of +/- 6 seconds.
 CV0047
 CV0047.The orthometric height was determined by differential leveling
 CV0047.and adjusted by the National Geodetic Survey in June 1991..
 CV0047
 CV0047.The geoid height was determined by GEOID03.
 CV0047
 CV0047.The dynamic height is computed by dividing the NAVD 88
 CV0047.geopotential number by the normal gravity value computed on the
 CV0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0047.degrees latitude (g = 980.6199 gals.).
 CV0047
 CV0047.The modeled gravity was interpolated from observed gravity values.
 CV0047
 CV0047;                    North         East    Units  Estimated Accuracy
 CV0047;SPC TX C     - 3,262,160.      534,960.      MT  (+/- 180 meters Scaled)
 CV0047
 CV0047                          SUPERSEDED SURVEY CONTROL
 CV0047
 CV0047  NGVD 29 (??/??/92)  844.81   (m)         2771.7    (f) COMPUTED    1 2
 CV0047
 CV0047.Superseded values are not recommended for survey control.
 CV0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0047.See file dsdata.txt to determine how the superseded data were derived.
 CV0047
 CV0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR757463(NAD 83)
 CV0047_MARKER: DB = BENCH MARK DISK
 CV0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0047_SP_SET: CULVERT
 CV0047_STAMPING: P 903 1945
 CV0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0047
 CV0047  HISTORY     - Date     Condition        Report By
 CV0047  HISTORY     - 1945     MONUMENTED       CGS
 CV0047  HISTORY     - 1956     GOOD             NGS
 CV0047  HISTORY     - 1958     MARK NOT FOUND   NGS
 CV0047
 CV0047                          STATION DESCRIPTION
 CV0047
 CV0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CV0047'1.5 MI N FROM MIDLAND.
 CV0047'1 BLOCK WEST ALONG WEST WALL AVENUE FROM THE COURTHOUSE AT MIDLAND,
 CV0047'THENCE 1.5 MILES NORTH ALONG NORTH BIG SPRING STREET, 71 FEET NORTH OF
 CV0047'THE CENTER OF A RAVINE, 56 FEET NORTHWEST OF THE NORTH END OF THE PIPE
 CV0047'RAILING OF A FOOT BRIDGE OVER THE RAVINE, 22 FEET EAST OF THE CENTER
 CV0047'LINE OF NORTH BIG SPRING STREET, SET IN THE TOP OF THE SOUTH END OF
 CV0047'THE EAST HEADWALL OF A CONCRETE CULVERT.
 CV0047
 CV0047                          STATION RECOVERY (1958)
 CV0047
 CV0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CV0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0293 ***********************************************************************
 CC0293  DESIGNATION -  P 904
 CC0293  PID         -  CC0293
 CC0293  STATE/COUNTY-  TX/WINKLER
 CC0293  USGS QUAD   -  WINK NORTH (1970)
 CC0293
 CC0293                         *CURRENT SURVEY CONTROL
 CC0293  ___________________________________________________________________
 CC0293* NAD 83(1986)-  31 45 25.     (N)    103 11 47.     (W)     SCALED    
 CC0293* NAVD 88     -       856.261  (meters)    2809.25   (feet)  ADJUSTED  
 CC0293  ___________________________________________________________________
 CC0293  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CC0293  DYNAMIC HT  -         855.041 (meters)    2805.25  (feet)  COMP
 CC0293  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 CC0293
 CC0293  VERT ORDER  -  SECOND    CLASS 0
 CC0293
 CC0293.The horizontal coordinates were scaled from a topographic map and have
 CC0293.an estimated accuracy of +/- 6 seconds.
 CC0293
 CC0293.The orthometric height was determined by differential leveling
 CC0293.and adjusted by the National Geodetic Survey in June 1991..
 CC0293
 CC0293.The geoid height was determined by GEOID03.
 CC0293
 CC0293.The dynamic height is computed by dividing the NAVD 88
 CC0293.geopotential number by the normal gravity value computed on the
 CC0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0293.degrees latitude (g = 980.6199 gals.).
 CC0293
 CC0293.The modeled gravity was interpolated from observed gravity values.
 CC0293
 CC0293;                    North         East    Units  Estimated Accuracy
 CC0293;SPC TX C     - 3,235,220.      428,790.      MT  (+/- 180 meters Scaled)
 CC0293
 CC0293                          SUPERSEDED SURVEY CONTROL
 CC0293
 CC0293  NGVD 29 (??/??/92)  855.876  (m)         2807.99   (f) ADJ UNCH    2 0
 CC0293
 CC0293.Superseded values are not recommended for survey control.
 CC0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0293.See file dsdata.txt to determine how the superseded data were derived.
 CC0293
 CC0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR708149(NAD 83)
 CC0293_MARKER: DB = BENCH MARK DISK
 CC0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0293_STAMPING: P 904 1945
 CC0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0293+STABILITY: SURFACE MOTION
 CC0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0293+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2003
 CC0293
 CC0293  HISTORY     - Date     Condition        Report By
 CC0293  HISTORY     - 1945     MONUMENTED       CGS
 CC0293  HISTORY     - 20030907 GOOD             INDIV
 CC0293
 CC0293                          STATION DESCRIPTION
 CC0293
 CC0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CC0293'3.4 MI NW FROM WINK.
 CC0293'TO REACH FROM THE POST OFFICE AT WINK GO 2 BLOCKS WEST THENCE NORTH
 CC0293'1.0 MILE ALONG AN ASPHALT ROAD, THENCE WEST 2.2 MILES ALONG AN ASPHALT
 CC0293'ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF ASPHALT
 CC0293'ROAD AND AN OILED T ROAD LEADING NORTH TO THE WINK AIRPORT, ABOUT 83.0
 CC0293'YARDS NORTH OF THE CENTER LINE OF THE ASPHALT ROAD, 49.5 FEET WEST OF
 CC0293'AND ABOUT LEVEL WITH CENTER LINE OF OILED ROAD, 42.0 FEET SOUTH OF A
 CC0293'WIRE GATE, 1.0 FOOT EAST OF A FENCE AND 2.0 FEET NORTH OF A 4 X 4
 CC0293'MARKER POST.  AN IRON DISK STAMPED P 904 1945 SET IN THE TOP OF A
 CC0293'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
 CC0293
 CC0293                          STATION RECOVERY (2003)
 CC0293
 CC0293'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0383 ***********************************************************************
 DP0383  DESIGNATION -  P 905
 DP0383  PID         -  DP0383
 DP0383  STATE/COUNTY-  TX/LUBBOCK
 DP0383  USGS QUAD   -  NEW DEAL (1975)
 DP0383
 DP0383                         *CURRENT SURVEY CONTROL
 DP0383  ___________________________________________________________________
 DP0383* NAD 83(1986)-  33 37 55.     (N)    101 50 10.     (W)     SCALED    
 DP0383* NAVD 88     -       982.338  (meters)    3222.89   (feet)  ADJUSTED  
 DP0383  ___________________________________________________________________
 DP0383  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 DP0383  DYNAMIC HT  -         981.067 (meters)    3218.72  (feet)  COMP
 DP0383  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 DP0383
 DP0383  VERT ORDER  -  FIRST     CLASS II
 DP0383
 DP0383.The horizontal coordinates were scaled from a topographic map and have
 DP0383.an estimated accuracy of +/- 6 seconds.
 DP0383
 DP0383.The orthometric height was determined by differential leveling
 DP0383.and adjusted by the National Geodetic Survey in June 1991..
 DP0383
 DP0383.The geoid height was determined by GEOID03.
 DP0383
 DP0383.The dynamic height is computed by dividing the NAVD 88
 DP0383.geopotential number by the normal gravity value computed on the
 DP0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0383.degrees latitude (g = 980.6199 gals.).
 DP0383
 DP0383.The modeled gravity was interpolated from observed gravity values.
 DP0383
 DP0383;                    North         East    Units  Estimated Accuracy
 DP0383;SPC TXNC     - 2,222,850.      290,550.      MT  (+/- 180 meters Scaled)
 DP0383
 DP0383                          SUPERSEDED SURVEY CONTROL
 DP0383
 DP0383  NGVD 29 (??/??/92)  981.964  (m)         3221.66   (f) ADJ UNCH    1 2
 DP0383
 DP0383.Superseded values are not recommended for survey control.
 DP0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0383.See file dsdata.txt to determine how the superseded data were derived.
 DP0383
 DP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC369249(NAD 83)
 DP0383_MARKER: DB = BENCH MARK DISK
 DP0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0383_STAMPING: P 905 1945
 DP0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0383+STABILITY: SURFACE MOTION
 DP0383
 DP0383  HISTORY     - Date     Condition        Report By
 DP0383  HISTORY     - 1945     MONUMENTED       CGS
 DP0383  HISTORY     - 1955     GOOD             NGS
 DP0383
 DP0383                          STATION DESCRIPTION
 DP0383
 DP0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DP0383'3.4 MI N FROM LUBBOCK.
 DP0383'3.4 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT LUBBOCK,
 DP0383'LUBBOCK COUNTY, 87 YARDS SOUTH OF A GRAVEL T-ROAD LEADING WEST, 50.5
 DP0383'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20.5 FEET SOUTH OF A
 DP0383'POWER-TRANSMISSION LINE POLE, IN LINE WITH THE ROW OF POLES, 1 FOOT
 DP0383'EAST OF A FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND SET
 DP0383'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 DP0383
 DP0383                          STATION RECOVERY (1955)
 DP0383
 DP0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DP0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0694 ***********************************************************************
 DP0694  DESIGNATION -  P 905 RESET
 DP0694  PID         -  DP0694
 DP0694  STATE/COUNTY-  TX/LUBBOCK
 DP0694  USGS QUAD   -  NEW DEAL (1975)
 DP0694
 DP0694                         *CURRENT SURVEY CONTROL
 DP0694  ___________________________________________________________________
 DP0694* NAD 83(1986)-  33 37 55.     (N)    101 50 10.     (W)     SCALED    
 DP0694* NAVD 88     -       982.08   (meters)    3222.0    (feet)  RESET     
 DP0694  ___________________________________________________________________
 DP0694  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 DP0694
 DP0694  VERT ORDER  -  THIRD
 DP0694
 DP0694.The horizontal coordinates were scaled from a topographic map and have
 DP0694.an estimated accuracy of +/- 6 seconds.
 DP0694
 DP0694.The orthometric height was computed from unverified reset data.
 DP0694
 DP0694.The geoid height was determined by GEOID03.
 DP0694
 DP0694;                    North         East    Units  Estimated Accuracy
 DP0694;SPC TXNC     - 2,222,850.      290,550.      MT  (+/- 180 meters Scaled)
 DP0694
 DP0694                          SUPERSEDED SURVEY CONTROL
 DP0694
 DP0694  NGVD 29 (01/29/03)  981.70   (m)         3220.8    (f) RESET       3  
 DP0694
 DP0694.Superseded values are not recommended for survey control.
 DP0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0694.See file dsdata.txt to determine how the superseded data were derived.
 DP0694
 DP0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC369249(NAD 83)
 DP0694_MARKER: DV = VERTICAL CONTROL DISK
 DP0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0694_SP_SET: CONCRETE POST
 DP0694_STAMPING: P 905 RESET 1975
 DP0694_MARK LOGO: NGS   
 DP0694_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0694+STABILITY: SURFACE MOTION
 DP0694
 DP0694  HISTORY     - Date     Condition        Report By
 DP0694  HISTORY     - 1975     MONUMENTED       TXHD
 DP0694
 DP0694                          STATION DESCRIPTION
 DP0694
 DP0694'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1975
 DP0694'3.4 MILES NORTH ALONG US 87 (IH 27) FROM THE COURTHOUSE IN LUBBOCK,
 DP0694'268.4 FEET FROM CENTERLINE OF COUNTRY CLUB ENTRANCE ROAD ON SOUTH
 DP0694'BOUND FRONTAGE ROAD, 14.0 FEET FROM THE BACK OF THE WEST CURB AND
 DP0694'GUTTER LINE SOUTH BOUND FRONTAGE ROAD, 21.7 FEET SOUTH AND PARALLEL
 DP0694'TO FRONTAGE ROAD FROM A POWER POLE, AT HIGHWAY STATION 144 PLUS 93.0,
 DP0694'2 FEET EAST OF COUNTRY CLUB CABLE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0989 ***********************************************************************
 CS0989  DESIGNATION -  P 906
 CS0989  PID         -  CS0989
 CS0989  STATE/COUNTY-  TX/ELLIS
 CS0989  USGS QUAD   -  BOZ (1978)
 CS0989
 CS0989                         *CURRENT SURVEY CONTROL
 CS0989  ___________________________________________________________________
 CS0989* NAD 83(1986)-  32 20 39.     (N)    096 59 10.     (W)     SCALED    
 CS0989* NAVD 88     -       217.530  (meters)     713.68   (feet)  ADJUSTED  
 CS0989  ___________________________________________________________________
 CS0989  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CS0989  DYNAMIC HT  -         217.270 (meters)     712.83  (feet)  COMP
 CS0989  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 CS0989
 CS0989  VERT ORDER  -  SECOND    CLASS 0
 CS0989
 CS0989.The horizontal coordinates were scaled from a topographic map and have
 CS0989.an estimated accuracy of +/- 6 seconds.
 CS0989
 CS0989.The orthometric height was determined by differential leveling
 CS0989.and adjusted by the National Geodetic Survey in June 1991..
 CS0989
 CS0989.The geoid height was determined by GEOID03.
 CS0989
 CS0989.The dynamic height is computed by dividing the NAVD 88
 CS0989.geopotential number by the normal gravity value computed on the
 CS0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0989.degrees latitude (g = 980.6199 gals.).
 CS0989
 CS0989.The modeled gravity was interpolated from observed gravity values.
 CS0989
 CS0989;                    North         East    Units  Estimated Accuracy
 CS0989;SPC TXNC     - 2,076,160.      742,500.      MT  (+/- 180 meters Scaled)
 CS0989
 CS0989                          SUPERSEDED SURVEY CONTROL
 CS0989
 CS0989  NGVD 29 (??/??/92)  217.508  (m)          713.61   (f) ADJ UNCH    2 0
 CS0989
 CS0989.Superseded values are not recommended for survey control.
 CS0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0989.See file dsdata.txt to determine how the superseded data were derived.
 CS0989
 CS0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA895803(NAD 83)
 CS0989_MARKER: DB = BENCH MARK DISK
 CS0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0989_STAMPING: P 906 1946
 CS0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0989+STABILITY: SURFACE MOTION
 CS0989
 CS0989  HISTORY     - Date     Condition        Report By
 CS0989  HISTORY     - 1946     MONUMENTED       CGS
 CS0989
 CS0989                          STATION DESCRIPTION
 CS0989
 CS0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0989'3.8 MI NE FROM MAY PEARL.
 CS0989'TO REACH FROM THE RAILROAD STATION IN MAY PEARL GO NORTHEAST ALONG THE
 CS0989'WAXAHACHIE, MAY PEARL ROAD FOR 3.8 MILES TO THE SITE OF THE MARK. THE
 CS0989'MARK IS 100 FEET WEST OF A SMALL BUILDING AND WATER TANK, 22 FEET
 CS0989'NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE.  A 4X4
 CS0989'INCH WHITE WITNESS POST WAS SET NEAR THE MARK.  IT IS A BRONZE DISK
 CS0989'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 CS0989'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2098 ***********************************************************************
 CS2098  DESIGNATION -  P 907 RESET 1956
 CS2098  PID         -  CS2098
 CS2098  STATE/COUNTY-  TX/ELLIS
 CS2098  USGS QUAD   -  MAYPEARL (1978)
 CS2098
 CS2098                         *CURRENT SURVEY CONTROL
 CS2098  ___________________________________________________________________
 CS2098* NAD 83(1986)-  32 21 02.     (N)    097 02 50.     (W)     SCALED    
 CS2098* NAVD 88     -       193.57   (meters)     635.1    (feet)  RESET     
 CS2098  ___________________________________________________________________
 CS2098  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CS2098
 CS2098  VERT ORDER  -  THIRD
 CS2098
 CS2098.The horizontal coordinates were scaled from a topographic map and have
 CS2098.an estimated accuracy of +/- 6 seconds.
 CS2098
 CS2098.The orthometric height was computed from unverified reset data.
 CS2098
 CS2098.The geoid height was determined by GEOID03.
 CS2098
 CS2098;                    North         East    Units  Estimated Accuracy
 CS2098;SPC TXNC     - 2,076,780.      736,740.      MT  (+/- 180 meters Scaled)
 CS2098
 CS2098                          SUPERSEDED SURVEY CONTROL
 CS2098
 CS2098.No superseded survey control is available for this station.
 CS2098
 CS2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA837809(NAD 83)
 CS2098_MARKER: DB = BENCH MARK DISK
 CS2098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2098_SP_SET: MONUMENT
 CS2098_STAMPING: P 907 RESET 1956
 CS2098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2098
 CS2098  HISTORY     - Date     Condition        Report By
 CS2098  HISTORY     - 1956     MONUMENTED       CGS
 CS2098
 CS2098                          STATION DESCRIPTION
 CS2098
 CS2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS2098'4.1 MI NW FROM MAYPEARL.
 CS2098'4.1 MILES NORTHWEST ALONG F.M. HIGHWAY NO. 157, FROM MAYPEARL, ELLIS
 CS2098'COUNTY, 1 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY, 10
 CS2098'FEET SOUTH OF A POWER POLE, 90 FEET SOUTHWEST OF THE INTERSECTION OF A
 CS2098'ROAD LEADING EAST 1/4 MILE TO A FARM HOUSE.  A STANDARD DISK STAMPED P
 CS2098'907 RESET 1956 IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0576 ***********************************************************************
 BM0576  DESIGNATION -  P 908
 BM0576  PID         -  BM0576
 BM0576  STATE/COUNTY-  TX/TRAVIS
 BM0576  USGS QUAD   -  MONTOPOLIS (1988)
 BM0576
 BM0576                         *CURRENT SURVEY CONTROL
 BM0576  ___________________________________________________________________
 BM0576* NAD 83(1986)-  30 11 36.     (N)    097 40 41.     (W)     SCALED    
 BM0576* NAVD 88     -       150.76   (+/-2cm)     494.6    (feet)  VERTCON   
 BM0576  ___________________________________________________________________
 BM0576  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BM0576
 BM0576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0576
 BM0576.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 BM0576
 BM0576.The horizontal coordinates were scaled from a topographic map and have
 BM0576.an estimated accuracy of +/- 6 seconds.
 BM0576
 BM0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0576.The vertical order pertains to the NGVD 29 superseded value.
 BM0576
 BM0576.The geoid height was determined by GEOID03.
 BM0576
 BM0576;                    North         East    Units  Estimated Accuracy
 BM0576;SPC TX C     - 3,061,440.      955,670.      MT  (+/- 180 meters Scaled)
 BM0576
 BM0576                          SUPERSEDED SURVEY CONTROL
 BM0576
 BM0576  NGVD 29 (??/??/92)  150.683  (m)          494.37   (f) ADJ UNCH    2 0
 BM0576
 BM0576.Superseded values are not recommended for survey control.
 BM0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0576.See file dsdata.txt to determine how the superseded data were derived.
 BM0576
 BM0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU272409(NAD 83)
 BM0576_MARKER: DB = BENCH MARK DISK
 BM0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0576_SP_SET: RUNWAY
 BM0576_STAMPING: P 908 1944
 BM0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0576
 BM0576  HISTORY     - Date     Condition        Report By
 BM0576  HISTORY     - 1944     MONUMENTED       CGS
 BM0576  HISTORY     - 1955     MARK NOT FOUND   USGS
 BM0576
 BM0576                          STATION DESCRIPTION
 BM0576
 BM0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0576'9.6 MI SE FROM AUSTIN.
 BM0576'MARK IS LOCATED ABOUT 9.6 MILES SOUTHEAST OF THE POST OFFICE IN AUSTIN
 BM0576'AT BERGSTROM ARMY AIR FIELD AT THE SOUTH END OF THE NORTH AND SOUTH
 BM0576'RUNWAY NO. 17, 6 FEET NORTH OF THE SOUTH END OF RUNWAY, 15 FEET EAST
 BM0576'OF WEST EDGE.  A DISK SET IN DRILL HOLE IN CONCRETE RUNWAY. NOTE-- RD
 BM0576'WORK DONE.
 BM0576
 BM0576                          STATION RECOVERY (1955)
 BM0576
 BM0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BM0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0005 ***********************************************************************
 AJ0005  DESIGNATION -  P 909
 AJ0005  PID         -  AJ0005
 AJ0005  STATE/COUNTY-  TX/JIM WELLS
 AJ0005  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0005
 AJ0005                         *CURRENT SURVEY CONTROL
 AJ0005  ___________________________________________________________________
 AJ0005* NAD 83(1986)-  27 44 37.     (N)    098 02 36.     (W)     SCALED    
 AJ0005* NAVD 88     -        56.089  (meters)     184.02   (feet)  ADJUSTED  
 AJ0005  ___________________________________________________________________
 AJ0005  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AJ0005  DYNAMIC HT  -          56.002 (meters)     183.73  (feet)  COMP
 AJ0005  MODELED GRAV-     979,097.3   (mgal)                       NAVD 88
 AJ0005
 AJ0005  VERT ORDER  -  FIRST     CLASS II
 AJ0005
 AJ0005.The horizontal coordinates were scaled from a topographic map and have
 AJ0005.an estimated accuracy of +/- 6 seconds.
 AJ0005
 AJ0005.The orthometric height was determined by differential leveling
 AJ0005.and adjusted by the National Geodetic Survey in June 1991..
 AJ0005
 AJ0005.The geoid height was determined by GEOID03.
 AJ0005
 AJ0005.The dynamic height is computed by dividing the NAVD 88
 AJ0005.geopotential number by the normal gravity value computed on the
 AJ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0005.degrees latitude (g = 980.6199 gals.).
 AJ0005
 AJ0005.The modeled gravity was interpolated from observed gravity values.
 AJ0005
 AJ0005;                    North         East    Units  Estimated Accuracy
 AJ0005;SPC TX S     - 5,230,200.      345,020.      MT  (+/- 180 meters Scaled)
 AJ0005
 AJ0005                          SUPERSEDED SURVEY CONTROL
 AJ0005
 AJ0005  NGVD 29 (??/??/92)   56.170  (m)          184.28   (f) ADJ UNCH    1 2
 AJ0005
 AJ0005.Superseded values are not recommended for survey control.
 AJ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0005.See file dsdata.txt to determine how the superseded data were derived.
 AJ0005
 AJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR942691(NAD 83)
 AJ0005_MARKER: DB = BENCH MARK DISK
 AJ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0005_STAMPING: P 909 1944
 AJ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0005+STABILITY: SURFACE MOTION
 AJ0005
 AJ0005  HISTORY     - Date     Condition        Report By
 AJ0005  HISTORY     - 1944     MONUMENTED       CGS
 AJ0005  HISTORY     - 1950     GOOD             NGS
 AJ0005  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ0005
 AJ0005                          STATION DESCRIPTION
 AJ0005
 AJ0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AJ0005'2.6 MI SE FROM ALICE.
 AJ0005'1.8 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0005'ALICE, THENCE 0.8 MILE SOUTH ALONG AN OILED ROAD, 121 FEET SOUTH OF
 AJ0005'THE CENTER OF A WIRE GATE, 48 FEET WEST OF THE CENTER LINE OF A ROAD,
 AJ0005'1.3 FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE
 AJ0005'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AJ0005
 AJ0005                          STATION RECOVERY (1990)
 AJ0005
 AJ0005'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1847 ***********************************************************************
 CS1847  DESIGNATION -  P 910
 CS1847  PID         -  CS1847
 CS1847  STATE/COUNTY-  TX/TARRANT
 CS1847  USGS QUAD   -  AVONDALE (1982)
 CS1847
 CS1847                         *CURRENT SURVEY CONTROL
 CS1847  ___________________________________________________________________
 CS1847* NAD 83(1986)-  32 58 16.     (N)    097 25 13.     (W)     SCALED    
 CS1847* NAVD 88     -       248.802  (meters)     816.28   (feet)  ADJUSTED  
 CS1847  ___________________________________________________________________
 CS1847  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS1847  DYNAMIC HT  -         248.508 (meters)     815.31  (feet)  COMP
 CS1847  MODELED GRAV-     979,450.0   (mgal)                       NAVD 88
 CS1847
 CS1847  VERT ORDER  -  SECOND    CLASS 0
 CS1847
 CS1847.The horizontal coordinates were scaled from a topographic map and have
 CS1847.an estimated accuracy of +/- 6 seconds.
 CS1847
 CS1847.The orthometric height was determined by differential leveling
 CS1847.and adjusted by the National Geodetic Survey in June 1991..
 CS1847
 CS1847.The geoid height was determined by GEOID03.
 CS1847
 CS1847.The dynamic height is computed by dividing the NAVD 88
 CS1847.geopotential number by the normal gravity value computed on the
 CS1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1847.degrees latitude (g = 980.6199 gals.).
 CS1847
 CS1847.The modeled gravity was interpolated from observed gravity values.
 CS1847
 CS1847;                    North         East    Units  Estimated Accuracy
 CS1847;SPC TXNC     - 2,145,170.      700,920.      MT  (+/- 180 meters Scaled)
 CS1847
 CS1847                          SUPERSEDED SURVEY CONTROL
 CS1847
 CS1847  NGVD 29 (??/??/92)  248.758  (m)          816.13   (f) ADJ UNCH    2 0
 CS1847
 CS1847.Superseded values are not recommended for survey control.
 CS1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1847.See file dsdata.txt to determine how the superseded data were derived.
 CS1847
 CS1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB476491(NAD 83)
 CS1847_MARKER: DB = BENCH MARK DISK
 CS1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1847_STAMPING: P 910 1945
 CS1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1847+STABILITY: SURFACE MOTION
 CS1847
 CS1847  HISTORY     - Date     Condition        Report By
 CS1847  HISTORY     - 1945     MONUMENTED       CGS
 CS1847  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1847  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1847
 CS1847                          STATION DESCRIPTION
 CS1847
 CS1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CS1847'6.6 MI SE FROM RHOME.
 CS1847'IN TARRANT COUNTY, 6.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 81 FROM
 CS1847'RHOME, WISE COUNTY, 4.7 MILES SOUTHEAST OF NEWARK, WISE COUNTY, 0.2
 CS1847'MILE NORTH OF THE INTERSECTION OF A BLACK-TOP ROAD (THERE IS A SERVICE
 CS1847'STATION IN THE SOUTHEAST CORNER OF THE INTERSECTION), 35 FEET WEST OF
 CS1847'THE CENTERLINE OF THE HIGHWAY, AT THE NORTH END OF A ROW OF GUARDRAIL
 CS1847'POSTS AROUND A CURVE IN THE HIGHWAY, 1 FOOT EAST OF A FENCE LINE, AND
 CS1847'3 FEET FROM A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED P
 CS1847'910 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CS1847'ABOVE GROUND.
 CS1847
 CS1847                          STATION RECOVERY (1984)
 CS1847
 CS1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1847'MARK NOT FOUND.
 CS1847
 CS1847                          STATION RECOVERY (1997)
 CS1847
 CS1847'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0848 ***********************************************************************
 AH0848  DESIGNATION -  P 911
 AH0848  PID         -  AH0848
 AH0848  STATE/COUNTY-  TX/NUECES
 AH0848  USGS QUAD   -  PETRONILA NE (1975)
 AH0848
 AH0848                         *CURRENT SURVEY CONTROL
 AH0848  ___________________________________________________________________
 AH0848* NAD 83(1986)-  27 39 05.     (N)    097 32 09.     (W)     SCALED    
 AH0848* NAVD 88     -        14.278  (meters)      46.84   (feet)  ADJUSTED  
 AH0848  ___________________________________________________________________
 AH0848  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AH0848  DYNAMIC HT  -          14.256 (meters)      46.77  (feet)  COMP
 AH0848  MODELED GRAV-     979,117.9   (mgal)                       NAVD 88
 AH0848
 AH0848  VERT ORDER  -  SECOND    CLASS 0
 AH0848
 AH0848.The horizontal coordinates were scaled from a topographic map and have
 AH0848.an estimated accuracy of +/- 6 seconds.
 AH0848
 AH0848.The orthometric height was determined by differential leveling
 AH0848.and adjusted by the National Geodetic Survey in June 1991..
 AH0848
 AH0848.The geoid height was determined by GEOID03.
 AH0848
 AH0848.The dynamic height is computed by dividing the NAVD 88
 AH0848.geopotential number by the normal gravity value computed on the
 AH0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0848.degrees latitude (g = 980.6199 gals.).
 AH0848
 AH0848.The modeled gravity was interpolated from observed gravity values.
 AH0848
 AH0848;                    North         East    Units  Estimated Accuracy
 AH0848;SPC TX S     - 5,220,260.      395,140.      MT  (+/- 180 meters Scaled)
 AH0848
 AH0848                          SUPERSEDED SURVEY CONTROL
 AH0848
 AH0848  NGVD 29 (??/??/92)   14.43   (m)           47.3    (f) COMPUTED    2 0
 AH0848
 AH0848.Superseded values are not recommended for survey control.
 AH0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0848.See file dsdata.txt to determine how the superseded data were derived.
 AH0848
 AH0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR444594(NAD 83)
 AH0848_MARKER: DB = BENCH MARK DISK
 AH0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0848_SP_SET: CULVERT
 AH0848_STAMPING: P 911 1945
 AH0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0848
 AH0848  HISTORY     - Date     Condition        Report By
 AH0848  HISTORY     - 1945     MONUMENTED       CGS
 AH0848  HISTORY     - 1954     MARK NOT FOUND   USGS
 AH0848  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0848  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0848
 AH0848                          STATION DESCRIPTION
 AH0848
 AH0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0848'9.5 MI NE FROM PETRONILLA.
 AH0848'TO REACH FROM THE PETRONILLA SCHOOL, BY GOING NORTH 1.0 MILE ALONG
 AH0848'PAVED ROAD TO CROSS ROAD, THENCE TURN RIGHT (EAST) AND GO 6.0 MILES TO
 AH0848'PAVED ROAD LEADING SOUTH AND AT SITE OF BENCH MARK D 633 1942, THENCE
 AH0848'TURN RIGHT (SOUTH) AND GO 2.5 MILES TO THE SOUTH BOUNDARY OF OUTLYING
 AH0848'LANDING FIELD 21 AND MARK SITE.  TO REACH FROM THE CHAPMAN RANCH
 AH0848'HEADQUARTERS, BY GOING 5.0 MILES WEST ALONG PAVED ROAD TOWARD BISHOP
 AH0848'TO INTERSECTION OF PAVED T ROAD LEADING NORTH, THENCE TURN NORTH AND
 AH0848'GO 4.5 MILES TO CROSSROAD AT SOUTH BOUNDARY OF OUTLYING LANDING FIELD
 AH0848'21.  BENCH MARK IS 0.2 MILES SOUTH OF THE ENTRANCE OF THE LANDING
 AH0848'FIELD, 28 FEET WEST OF CENTER LINE OF NORTH-SOUTH ROAD, 25 FEET NORTH
 AH0848'OF CENTER LINE OF EAST-WEST ROAD, IN THE NORTH HEADWALL OF A LARGE
 AH0848'CONCRETE CULVERT.
 AH0848
 AH0848                          STATION RECOVERY (1954)
 AH0848
 AH0848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AH0848'MARK NOT FOUND.
 AH0848
 AH0848                          STATION RECOVERY (2001)
 AH0848
 AH0848'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0848'MARK NOT FOUND.
 AH0848
 AH0848                          STATION RECOVERY (2002)
 AH0848
 AH0848'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0569 ***********************************************************************
 CU0569  DESIGNATION -  P 913
 CU0569  PID         -  CU0569
 CU0569  STATE/COUNTY-  TX/HOWARD
 CU0569  USGS QUAD   -  COAHOMA (1971)
 CU0569
 CU0569                         *CURRENT SURVEY CONTROL
 CU0569  ___________________________________________________________________
 CU0569* NAD 83(1986)-  32 16 55.     (N)    101 22 22.     (W)     SCALED    
 CU0569* NAVD 88     -       749.033  (meters)    2457.45   (feet)  ADJUSTED  
 CU0569  ___________________________________________________________________
 CU0569  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CU0569  DYNAMIC HT  -         748.009 (meters)    2454.09  (feet)  COMP
 CU0569  MODELED GRAV-     979,247.5   (mgal)                       NAVD 88
 CU0569
 CU0569  VERT ORDER  -  FIRST     CLASS II
 CU0569
 CU0569.The horizontal coordinates were scaled from a topographic map and have
 CU0569.an estimated accuracy of +/- 6 seconds.
 CU0569
 CU0569.The orthometric height was determined by differential leveling
 CU0569.and adjusted by the National Geodetic Survey in June 1991..
 CU0569
 CU0569.The geoid height was determined by GEOID03.
 CU0569
 CU0569.The dynamic height is computed by dividing the NAVD 88
 CU0569.geopotential number by the normal gravity value computed on the
 CU0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0569.degrees latitude (g = 980.6199 gals.).
 CU0569
 CU0569.The modeled gravity was interpolated from observed gravity values.
 CU0569
 CU0569;                    North         East    Units  Estimated Accuracy
 CU0569;SPC TXNC     - 2,071,930.      329,420.      MT  (+/- 180 meters Scaled)
 CU0569
 CU0569                          SUPERSEDED SURVEY CONTROL
 CU0569
 CU0569  NGVD 29 (??/??/92)  748.768  (m)         2456.58   (f) ADJ UNCH    1 2
 CU0569
 CU0569.Superseded values are not recommended for survey control.
 CU0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0569.See file dsdata.txt to determine how the superseded data were derived.
 CU0569
 CU0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA765741(NAD 83)
 CU0569_MARKER: DB = BENCH MARK DISK
 CU0569_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0569_SP_SET: 35 FT
 CU0569_STAMPING: P 913 1956
 CU0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0569
 CU0569  HISTORY     - Date     Condition        Report By
 CU0569  HISTORY     - 1956     MONUMENTED       CGS
 CU0569  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0569
 CU0569                          STATION DESCRIPTION
 CU0569
 CU0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0569'4.05 MI SW FROM COAHOMA.
 CU0569'4.05 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0569'STATION AT COAHOMA, 36 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 29 FEET
 CU0569'SOUTHWEST OF THE CENTER LINE OF A SANDY ROAD, AT A ROAD CROSSING, 7.5
 CU0569'FEET NORTHEAST OF THE 2ND POLE NORTHEAST OF MILEPOST 507, 15 FEET
 CU0569'NORTHEAST OF A FENCE, 1.6 FEET SOUTH OF A WITNESS POST, 153 FEET
 CU0569'SOUTHWEST OF BENCH MARK N 913, CLAMPED ON THE TOP OF A 1/2 INCH COPPER
 CU0569'COATED STEEL ROD WHICH IS DRIVEN 35 FEET IN THE GROUND, INCASED IN A 4
 CU0569'INCH TILE PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND. NOTE-- ROAD
 CU0569'CONSTR. IN AREA.
 CU0569
 CU0569                          STATION RECOVERY (1970)
 CU0569
 CU0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0571 ***********************************************************************
 AE0571  DESIGNATION -  P 916
 AE0571  PID         -  AE0571
 AE0571  STATE/COUNTY-  TX/HIDALGO
 AE0571  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0571
 AE0571                         *CURRENT SURVEY CONTROL
 AE0571  ___________________________________________________________________
 AE0571* NAD 83(1986)-  26 24 25.     (N)    098 19 28.     (W)     SCALED    
 AE0571* NAVD 88     -        62.612  (meters)     205.42   (feet)  ADJUSTED  
 AE0571  ___________________________________________________________________
 AE0571  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0571  DYNAMIC HT  -          62.510 (meters)     205.08  (feet)  COMP
 AE0571  MODELED GRAV-     979,008.3   (mgal)                       NAVD 88
 AE0571
 AE0571  VERT ORDER  -  SECOND    CLASS 0
 AE0571
 AE0571.The horizontal coordinates were scaled from a topographic map and have
 AE0571.an estimated accuracy of +/- 6 seconds.
 AE0571
 AE0571.The orthometric height was determined by differential leveling
 AE0571.and adjusted by the National Geodetic Survey in June 1991..
 AE0571
 AE0571.The geoid height was determined by GEOID03.
 AE0571
 AE0571.The dynamic height is computed by dividing the NAVD 88
 AE0571.geopotential number by the normal gravity value computed on the
 AE0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0571.degrees latitude (g = 980.6199 gals.).
 AE0571
 AE0571.The modeled gravity was interpolated from observed gravity values.
 AE0571
 AE0571;                    North         East    Units  Estimated Accuracy
 AE0571;SPC TX S     - 5,082,030.      317,510.      MT  (+/- 180 meters Scaled)
 AE0571
 AE0571                          SUPERSEDED SURVEY CONTROL
 AE0571
 AE0571  NGVD 29 (??/??/92)   62.706  (m)          205.73   (f) ADJ UNCH    2 0
 AE0571
 AE0571.Superseded values are not recommended for survey control.
 AE0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0571.See file dsdata.txt to determine how the superseded data were derived.
 AE0571
 AE0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ673209(NAD 83)
 AE0571_MARKER: DB = BENCH MARK DISK
 AE0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0571_STAMPING: P-916 1944
 AE0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0571+STABILITY: SURFACE MOTION
 AE0571
 AE0571  HISTORY     - Date     Condition        Report By
 AE0571  HISTORY     - 1944     MONUMENTED       CGS
 AE0571  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0571
 AE0571                          STATION DESCRIPTION
 AE0571
 AE0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AE0571'15.4 MI NW FROM MISSION.
 AE0571'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY AT MISSION, GO
 AE0571'7.2 MILES NORTH ALONG STATE HIGHWAY 107 TO A RIGHT ANGLE TURN IN
 AE0571'HIGHWAY TO THE EAST, TURN LEFT WEST ALONG WAR HIGHWAY 13 (MOORE ARMY
 AE0571'AIR FIELD ROAD) 7.2 MILES WEST AND NORTH TO THE MOORE ARMY AIR FIELD
 AE0571'MAIN ENTRANCE, CONTINUE 0.75 MILE NORTH ALONG DIRT ROAD, TO MARK, 0.75
 AE0571'MILE SOUTH OF ROAD INTERSECTION, AND (BENCH MARK R-641 1942), 50 FEET
 AE0571'EAST OF CENTERLINE OF ROAD AT FENCE LINE, 2 FEET NORTH OF 4X4 IN.
 AE0571'WHITE WITNESS POST, AND 4 INCHES ABOVE THE GROUND.
 AE0571
 AE0571                          STATION RECOVERY (1962)
 AE0571
 AE0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0512 ***********************************************************************
 CT0512  DESIGNATION -  P 917
 CT0512  PID         -  CT0512
 CT0512  STATE/COUNTY-  TX/TAYLOR
 CT0512  USGS QUAD   -  ABILENE EAST (1987)
 CT0512
 CT0512                         *CURRENT SURVEY CONTROL
 CT0512  ___________________________________________________________________
 CT0512* NAD 83(1986)-  32 26 12.     (N)    099 43 34.     (W)     SCALED    
 CT0512* NAVD 88     -       521.204  (meters)    1709.98   (feet)  ADJUSTED  
 CT0512  ___________________________________________________________________
 CT0512  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CT0512  DYNAMIC HT  -         520.528 (meters)    1707.77  (feet)  COMP
 CT0512  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 CT0512
 CT0512  VERT ORDER  -  FIRST     CLASS II
 CT0512
 CT0512.The horizontal coordinates were scaled from a topographic map and have
 CT0512.an estimated accuracy of +/- 6 seconds.
 CT0512
 CT0512.The orthometric height was determined by differential leveling
 CT0512.and adjusted by the National Geodetic Survey in June 1991..
 CT0512
 CT0512.The geoid height was determined by GEOID03.
 CT0512
 CT0512.The dynamic height is computed by dividing the NAVD 88
 CT0512.geopotential number by the normal gravity value computed on the
 CT0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0512.degrees latitude (g = 980.6199 gals.).
 CT0512
 CT0512.The modeled gravity was interpolated from observed gravity values.
 CT0512
 CT0512;                    North         East    Units  Estimated Accuracy
 CT0512;SPC TXNC     - 2,086,060.      484,700.      MT  (+/- 180 meters Scaled)
 CT0512
 CT0512                          SUPERSEDED SURVEY CONTROL
 CT0512
 CT0512  NGVD 29 (??/??/92)  521.022  (m)         1709.39   (f) ADJ UNCH    1 2
 CT0512
 CT0512.Superseded values are not recommended for survey control.
 CT0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0512.See file dsdata.txt to determine how the superseded data were derived.
 CT0512
 CT0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA317890(NAD 83)
 CT0512_MARKER: DB = BENCH MARK DISK
 CT0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0512_STAMPING: P 917 1945
 CT0512_MARK LOGO: CGS   
 CT0512_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0512+STABILITY: SURFACE MOTION
 CT0512
 CT0512  HISTORY     - Date     Condition        Report By
 CT0512  HISTORY     - 1945     MONUMENTED       CGS
 CT0512  HISTORY     - 1956     GOOD             NGS
 CT0512  HISTORY     - 1961     GOOD             NGS
 CT0512  HISTORY     - 1982     GOOD             NGS
 CT0512  HISTORY     - 19940617 GOOD             USPSQD
 CT0512
 CT0512                          STATION DESCRIPTION
 CT0512
 CT0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0512'1.35 MI SE FROM ABILENE.
 CT0512'0.45 MILE EAST ALONG U.S. HIGHWAYS 80, 84 AND 277 FROM THE TEXAS AND
 CT0512'PACIFIC RAILROAD STATION AT ABILENE, THENCE 0.75 MILE SOUTH ALONG U.S.
 CT0512'HIGHWAYS 83, 84 AND STATE HIGHWAY 36, THENCE 0.15 MILE EAST ALONG
 CT0512'STATE HIGHWAY 36 (SOUTH 11TH STREET), AT A RAILROAD CROSSING, 78 FEET
 CT0512'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35.5 FEET WEST OF THE WEST
 CT0512'RAIL, 2 FEET EAST OF A PICKET FENCE, 2 FEET SOUTH OF A WITNESS POST,
 CT0512'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CT0512'GROUND.
 CT0512
 CT0512                          STATION RECOVERY (1961)
 CT0512
 CT0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0512'RECOVERED IN GOOD CONDITION.
 CT0512
 CT0512                          STATION RECOVERY (1982)
 CT0512
 CT0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0512'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0512'STATION IN ABILENE, THENCE 1.3 KM (0.8 MI) SOUTHERLY ALONG THE
 CT0512'SOUTHERN PACIFIC RAILROAD, AT THE SOUTH ELEVENTH STREET CROSSING, 23.8
 CT0512'METERS (78.1 FT) SOUTH OF THE CENTERLINE OF THE STREET, 15.1 METERS
 CT0512'(49.5 FT) NORTHEAST OF A RAILROAD SWITCH, 13.3 METERS (43.6 FT) SOUTH
 CT0512'OF A UTILITY POLE AND 10.8 METERS (35.4 FT) WEST OF THE NEAR RAIL.
 CT0512'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CT0512'THE MARK IS 0.3 M ABOVE THE TRACKS.
 CT0512
 CT0512                          STATION RECOVERY (1994)
 CT0512
 CT0512'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0473 ***********************************************************************
 AH0473  DESIGNATION -  P 918
 AH0473  PID         -  AH0473
 AH0473  STATE/COUNTY-  TX/KLEBERG
 AH0473  USGS QUAD   -  RICARDO (1979)
 AH0473
 AH0473                         *CURRENT SURVEY CONTROL
 AH0473  ___________________________________________________________________
 AH0473* NAD 83(1986)-  27 23 19.     (N)    097 50 15.     (W)     SCALED    
 AH0473* NAVD 88     -        12.291  (meters)      40.32   (feet)  ADJUSTED  
 AH0473  ___________________________________________________________________
 AH0473  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AH0473  DYNAMIC HT  -          12.272 (meters)      40.26  (feet)  COMP
 AH0473  MODELED GRAV-     979,094.8   (mgal)                       NAVD 88
 AH0473
 AH0473  VERT ORDER  -  FIRST     CLASS II
 AH0473
 AH0473.The horizontal coordinates were scaled from a topographic map and have
 AH0473.an estimated accuracy of +/- 6 seconds.
 AH0473
 AH0473.The orthometric height was determined by differential leveling
 AH0473.and adjusted by the National Geodetic Survey in June 1991..
 AH0473
 AH0473.The geoid height was determined by GEOID03.
 AH0473
 AH0473.The dynamic height is computed by dividing the NAVD 88
 AH0473.geopotential number by the normal gravity value computed on the
 AH0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0473.degrees latitude (g = 980.6199 gals.).
 AH0473
 AH0473.The modeled gravity was interpolated from observed gravity values.
 AH0473
 AH0473;                    North         East    Units  Estimated Accuracy
 AH0473;SPC TX S     - 5,190,950.      365,520.      MT  (+/- 180 meters Scaled)
 AH0473
 AH0473                          SUPERSEDED SURVEY CONTROL
 AH0473
 AH0473  NGVD 29 (??/??/92)   12.392  (m)           40.66   (f) ADJ UNCH    1 2
 AH0473
 AH0473.Superseded values are not recommended for survey control.
 AH0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0473.See file dsdata.txt to determine how the superseded data were derived.
 AH0473
 AH0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR149300(NAD 83)
 AH0473_MARKER: DB = BENCH MARK DISK
 AH0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0473_SP_SET: CULVERT
 AH0473_STAMPING: P 918 1945
 AH0473_MARK LOGO: CGS   
 AH0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0473
 AH0473  HISTORY     - Date     Condition        Report By
 AH0473  HISTORY     - 1945     MONUMENTED       CGS
 AH0473  HISTORY     - 1949     GOOD             NGS
 AH0473  HISTORY     - 1981     GOOD             NGS
 AH0473  HISTORY     - 1987     GOOD             USPSQD
 AH0473
 AH0473                          STATION DESCRIPTION
 AH0473
 AH0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0473'2.3 MI S FROM RICARDO.
 AH0473'2.3 MILES SOUTH ALONG U. S. HIGHWAY 77 FROM RICARDO, KLEBERG COUNTY,
 AH0473'TO A PAVED ROAD E, 0.5 MILE EAST ALONG PAVED ROAD TO A LARGE CONCRETE
 AH0473'CULVERT, IN THE EAST END OF THE NORTH HEADWALL, 21 FEET NORTH OF THE
 AH0473'CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.
 AH0473
 AH0473                          STATION RECOVERY (1949)
 AH0473
 AH0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0473'RECOVERED IN GOOD CONDITION.
 AH0473
 AH0473                          STATION RECOVERY (1981)
 AH0473
 AH0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0473'RECOVERED THIS DATE, A NEW DESCRIPTION FOLLOWS-11.9 KM (7.35 MI)
 AH0473'NORTH-NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF
 AH0473'STATE ROUTE 285 IN RIVIERA, THENCE 0.56 KM (0.35 MI) EAST ALONG FARM
 AH0473'ROAD 772, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A
 AH0473'LARGE CONCRETE CULVERT UNDER THE ROAD, 6.4 METERS (21.0 FT) NORTH OF
 AH0473'THE CENTERLINE OF THE ROAD.
 AH0473'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AH0473
 AH0473                          STATION RECOVERY (1987)
 AH0473
 AH0473'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0806 ***********************************************************************
 AH0806  DESIGNATION -  P 919
 AH0806  PID         -  AH0806
 AH0806  STATE/COUNTY-  TX/NUECES
 AH0806  USGS QUAD   -  PETRONILA NE (1975)
 AH0806
 AH0806                         *CURRENT SURVEY CONTROL
 AH0806  ___________________________________________________________________
 AH0806* NAD 83(1986)-  27 42 41.     (N)    097 36 40.     (W)     SCALED    
 AH0806* NAVD 88     -        18.256  (meters)      59.89   (feet)  ADJUSTED  
 AH0806  ___________________________________________________________________
 AH0806  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH0806  DYNAMIC HT  -          18.228 (meters)      59.80  (feet)  COMP
 AH0806  MODELED GRAV-     979,116.9   (mgal)                       NAVD 88
 AH0806
 AH0806  VERT ORDER  -  SECOND    CLASS 0
 AH0806
 AH0806.The horizontal coordinates were scaled from a topographic map and have
 AH0806.an estimated accuracy of +/- 6 seconds.
 AH0806
 AH0806.The orthometric height was determined by differential leveling
 AH0806.and adjusted by the National Geodetic Survey in June 1991..
 AH0806
 AH0806.The geoid height was determined by GEOID03.
 AH0806
 AH0806.The dynamic height is computed by dividing the NAVD 88
 AH0806.geopotential number by the normal gravity value computed on the
 AH0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0806.degrees latitude (g = 980.6199 gals.).
 AH0806
 AH0806.The modeled gravity was interpolated from observed gravity values.
 AH0806
 AH0806;                    North         East    Units  Estimated Accuracy
 AH0806;SPC TX S     - 5,226,850.      387,660.      MT  (+/- 180 meters Scaled)
 AH0806
 AH0806                          SUPERSEDED SURVEY CONTROL
 AH0806
 AH0806  NGVD 29 (??/??/92)   18.400  (m)           60.37   (f) ADJ UNCH    2 0
 AH0806
 AH0806.Superseded values are not recommended for survey control.
 AH0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0806.See file dsdata.txt to determine how the superseded data were derived.
 AH0806
 AH0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR369660(NAD 83)
 AH0806_MARKER: DB = BENCH MARK DISK
 AH0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0806_STAMPING: P 919 1945
 AH0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0806+STABILITY: SURFACE MOTION
 AH0806
 AH0806  HISTORY     - Date     Condition        Report By
 AH0806  HISTORY     - 1945     MONUMENTED       CGS
 AH0806  HISTORY     - 1966     POOR             NGS
 AH0806  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0806  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0806  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0806
 AH0806                          STATION DESCRIPTION
 AH0806
 AH0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AH0806'4.2 MI NE FROM PETRONILLA.
 AH0806'1.0 MILE NORTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT PETRONILLA,
 AH0806'NUECES COUNTY, THENCE 1.1 MILES EAST ALONG A PAVED ROAD, THENCE 1.7
 AH0806'MILES NORTH ALONG A SECTION-LINE ROAD, THENCE 0.4 MILE EAST ALONG A
 AH0806'ROAD, AND THENCE 0.1 MILE SOUTH ALONG A ROAD.  AT THE ENTRANCE TO
 AH0806'OUTLYING FIELD 30, 40 FEET EAST OF THE CENTER LINE OF THE ENTRANCE
 AH0806'DRIVEWAY, 10 FEET WEST OF THE EAST END OF A GATE, AND ABOUT FLUSH WITH
 AH0806'THE DRIVEWAY.  AN IRON DISK, STAMPED P 919 1945 AND SET IN THE TOP OF
 AH0806'A FEDERAL AIR PROJECT CONCRETE POST.  NOTE-- 1966 REPORT - MARK IS
 AH0806'DISTURBED AND TILTED.  OUTLYING LANDING FIELD IS NOW UNDER
 AH0806'CULTIVATION.  USE WITH CAUTION.
 AH0806
 AH0806                          STATION RECOVERY (1969)
 AH0806
 AH0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0806'MARK NOT FOUND.
 AH0806
 AH0806                          STATION RECOVERY (2001)
 AH0806
 AH0806'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0806'MARK NOT FOUND.
 AH0806
 AH0806                          STATION RECOVERY (2002)
 AH0806
 AH0806'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0022 ***********************************************************************
 BY0022  DESIGNATION -  P 92
 BY0022  PID         -  BY0022
 BY0022  STATE/COUNTY-  TX/SHELBY
 BY0022  USGS QUAD   -  CENTER (1984)
 BY0022
 BY0022                         *CURRENT SURVEY CONTROL
 BY0022  ___________________________________________________________________
 BY0022* NAD 83(1986)-  31 47 31.     (N)    094 10 04.     (W)     SCALED    
 BY0022* NAVD 88     -       106.14   (+/-2cm)     348.2    (feet)  VERTCON   
 BY0022  ___________________________________________________________________
 BY0022  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BY0022
 BY0022  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0022
 BY0022.The horizontal coordinates were scaled from a topographic map and have
 BY0022.an estimated accuracy of +/- 6 seconds.
 BY0022
 BY0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0022.The vertical order pertains to the NGVD 29 superseded value.
 BY0022
 BY0022.The geoid height was determined by GEOID03.
 BY0022
 BY0022;                    North         East    Units  Estimated Accuracy
 BY0022;SPC TX C     - 3,251,780.    1,283,600.      MT  (+/- 180 meters Scaled)
 BY0022
 BY0022                          SUPERSEDED SURVEY CONTROL
 BY0022
 BY0022  NGVD 29 (??/??/92)  106.182  (m)          348.37   (f) ADJ UNCH    1 2
 BY0022
 BY0022.Superseded values are not recommended for survey control.
 BY0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0022.See file dsdata.txt to determine how the superseded data were derived.
 BY0022
 BY0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR894179(NAD 83)
 BY0022_MARKER: DB = BENCH MARK DISK
 BY0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0022_STAMPING: P 92 1932
 BY0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0022+STABILITY: SURFACE MOTION
 BY0022
 BY0022  HISTORY     - Date     Condition        Report By
 BY0022  HISTORY     - 1932     MONUMENTED       CGS
 BY0022  HISTORY     - 1949     GOOD             NGS
 BY0022  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0022  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0022
 BY0022                          STATION DESCRIPTION
 BY0022
 BY0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0022'IN CENTER.
 BY0022'0.7 MILES EAST ALONG U.S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0022'INTERSECTION OF SAN AUGUSTINE AND SHELBYVILLE STREETS (AT THE EAST
 BY0022'CORNER OF THE COURTHOUSE SQUARE) AT CENTER, AT THE CROSSING OF THE
 BY0022'HIGHWAY AND THE GULF, COLORADO AND SANTA FE RAILROAD, NEAR THE
 BY0022'RAILROAD STATION, 291.0 FEET SOUTHEAST OF THE EAST CORNER OF THE
 BY0022'RAILROAD STATION, 97.7 FEET NORTH OF THE NORTH CORNER OF WEAVER
 BY0022'BROTHERS LUMBER COMPANY BUILDING, 60.0 FEET NORTH OF THE CENTER OF THE
 BY0022'HIGHWAY AT THE POINT WHERE IT CROSSES THE MAIN LINE OF THE RAILROAD,
 BY0022'18.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN LINE OF THE
 BY0022'RAILROAD, 11.9 FEET NORTHEAST OF A SWITCH STAND, SET IN THE TOP OF A
 BY0022'CONCRETE POST WHICH IS 0.2 FOOT BELOW THE SURFACE OF THE GROUND.
 BY0022
 BY0022                          STATION RECOVERY (1979)
 BY0022
 BY0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0022'MARK NOT FOUND.
 BY0022
 BY0022                          STATION RECOVERY (1979)
 BY0022
 BY0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0854 ***********************************************************************
 AH0854  DESIGNATION -  P 920
 AH0854  PID         -  AH0854
 AH0854  STATE/COUNTY-  TX/NUECES
 AH0854  USGS QUAD   -  LAURELES RANCH (1975)
 AH0854
 AH0854                         *CURRENT SURVEY CONTROL
 AH0854  ___________________________________________________________________
 AH0854* NAD 83(1986)-  27 35 09.     (N)    097 32 06.     (W)     SCALED    
 AH0854* NAVD 88     -        11.133  (meters)      36.53   (feet)  ADJUSTED  
 AH0854  ___________________________________________________________________
 AH0854  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AH0854  DYNAMIC HT  -          11.116 (meters)      36.47  (feet)  COMP
 AH0854  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 AH0854
 AH0854  VERT ORDER  -  SECOND    CLASS 0
 AH0854
 AH0854.The horizontal coordinates were scaled from a topographic map and have
 AH0854.an estimated accuracy of +/- 6 seconds.
 AH0854
 AH0854.The orthometric height was determined by differential leveling
 AH0854.and adjusted by the National Geodetic Survey in June 1991..
 AH0854.WARNING-Repeat measurements at this control monument indicate possible
 AH0854.vertical movement.
 AH0854
 AH0854.The geoid height was determined by GEOID03.
 AH0854
 AH0854.The dynamic height is computed by dividing the NAVD 88
 AH0854.geopotential number by the normal gravity value computed on the
 AH0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0854.degrees latitude (g = 980.6199 gals.).
 AH0854
 AH0854.The modeled gravity was interpolated from observed gravity values.
 AH0854
 AH0854;                    North         East    Units  Estimated Accuracy
 AH0854;SPC TX S     - 5,213,000.      395,270.      MT  (+/- 180 meters Scaled)
 AH0854
 AH0854                          SUPERSEDED SURVEY CONTROL
 AH0854
 AH0854  NGVD 29 (??/??/92)   11.285  (m)           37.02   (f) ADJ UNCH    2 0
 AH0854
 AH0854.Superseded values are not recommended for survey control.
 AH0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0854.See file dsdata.txt to determine how the superseded data were derived.
 AH0854
 AH0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR445521(NAD 83)
 AH0854_MARKER: DB = BENCH MARK DISK
 AH0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0854_SP_SET: CULVERT
 AH0854_STAMPING: P 920 1945
 AH0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0854
 AH0854  HISTORY     - Date     Condition        Report By
 AH0854  HISTORY     - 1945     MONUMENTED       CGS
 AH0854  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0854
 AH0854                          STATION DESCRIPTION
 AH0854
 AH0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0854'5.0 MI W FROM CHAPMAN RANCH.
 AH0854'TO REACH FROM THE CHAPMAN RANCH HEADQUARTERS, BY GOING 5.0 MILES WEST
 AH0854'ALONG PAVED ROAD TOWARD BISHOP TO THE INTERSECTION OF A PAVED T ROAD
 AH0854'AND MARK SITE.  BENCH MARK IS 84 FEET WEST OF CENTER LINE OF PAVED
 AH0854'ROAD LEADING NORTH TO (OUTLYING LANDING FIELDS 2-A AND 2-B), 21 FEET
 AH0854'SOUTH OF CENTER LINE OF THE EAST-WEST ROAD, IN THE EAST END OF THE
 AH0854'SOUTH HEADWALL OF A CONCRETE CULVERT BRIDGE, ABOUT FLUSH WITH THE TOP
 AH0854'OF THE ROAD.
 AH0854
 AH0854                          STATION RECOVERY (1969)
 AH0854
 AH0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0413 ***********************************************************************
 DN0413  DESIGNATION -  P 921
 DN0413  PID         -  DN0413
 DN0413  STATE/COUNTY-  TX/COLLIN
 DN0413  USGS QUAD   -  PLANO (1973)
 DN0413
 DN0413                         *CURRENT SURVEY CONTROL
 DN0413  ___________________________________________________________________
 DN0413* NAD 83(1986)-  33 01 09.     (N)    096 44 44.     (W)     SCALED    
 DN0413* NAVD 88     -       213.029  (meters)     698.91   (feet)  ADJUSTED  
 DN0413  ___________________________________________________________________
 DN0413  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DN0413  DYNAMIC HT  -         212.789 (meters)     698.13  (feet)  COMP
 DN0413  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 DN0413
 DN0413  VERT ORDER  -  SECOND    CLASS 0
 DN0413
 DN0413.The horizontal coordinates were scaled from a topographic map and have
 DN0413.an estimated accuracy of +/- 6 seconds.
 DN0413
 DN0413.The orthometric height was determined by differential leveling
 DN0413.and adjusted by the National Geodetic Survey in June 1991..
 DN0413
 DN0413.The geoid height was determined by GEOID03.
 DN0413
 DN0413.The dynamic height is computed by dividing the NAVD 88
 DN0413.geopotential number by the normal gravity value computed on the
 DN0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0413.degrees latitude (g = 980.6199 gals.).
 DN0413
 DN0413.The modeled gravity was interpolated from observed gravity values.
 DN0413
 DN0413;                    North         East    Units  Estimated Accuracy
 DN0413;SPC TXNC     - 2,151,350.      763,900.      MT  (+/- 180 meters Scaled)
 DN0413
 DN0413                          SUPERSEDED SURVEY CONTROL
 DN0413
 DN0413  NGVD 29 (??/??/92)  213.028  (m)          698.91   (f) ADJ UNCH    2 0
 DN0413
 DN0413.Superseded values are not recommended for survey control.
 DN0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0413.See file dsdata.txt to determine how the superseded data were derived.
 DN0413
 DN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB105556(NAD 83)
 DN0413_MARKER: DB = BENCH MARK DISK
 DN0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0413_STAMPING: P 921 1946
 DN0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0413+STABILITY: SURFACE MOTION
 DN0413
 DN0413  HISTORY     - Date     Condition        Report By
 DN0413  HISTORY     - 1946     MONUMENTED       CGS
 DN0413  HISTORY     - 1959     MARK NOT FOUND   NGS
 DN0413  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 DN0413  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0413
 DN0413                          STATION DESCRIPTION
 DN0413
 DN0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0413'2.8 MI W FROM PLANO.
 DN0413'2.8 MILES WEST ALONG A HARD SURFACE ROAD FROM THE CITY HALL AT PLANO,
 DN0413'33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A WIRE
 DN0413'FENCE, 2.8 FEET SOUTH OF A WHITE WOODEN MARKER POST.  NOTE-- BELIEVED
 DN0413'TO HAVE BEEN DESTROYED.
 DN0413
 DN0413                          STATION RECOVERY (1991)
 DN0413
 DN0413'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0413'MARK NOT FOUND.
 DN0413
 DN0413                          STATION RECOVERY (2005)
 DN0413
 DN0413'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0238 ***********************************************************************
 DN0238  DESIGNATION -  P 922
 DN0238  PID         -  DN0238
 DN0238  STATE/COUNTY-  TX/COLLIN
 DN0238  USGS QUAD   -  JOSEPHINE (1963)
 DN0238
 DN0238                         *CURRENT SURVEY CONTROL
 DN0238  ___________________________________________________________________
 DN0238* NAD 83(1986)-  33 03 00.     (N)    096 20 19.     (W)     SCALED    
 DN0238* NAVD 88     -       184.301  (meters)     604.66   (feet)  ADJUSTED  
 DN0238  ___________________________________________________________________
 DN0238  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN0238  DYNAMIC HT  -         184.100 (meters)     604.00  (feet)  COMP
 DN0238  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 DN0238
 DN0238  VERT ORDER  -  SECOND    CLASS 0
 DN0238
 DN0238.The horizontal coordinates were scaled from a topographic map and have
 DN0238.an estimated accuracy of +/- 6 seconds.
 DN0238
 DN0238.The orthometric height was determined by differential leveling
 DN0238.and adjusted by the National Geodetic Survey in June 1991..
 DN0238
 DN0238.The geoid height was determined by GEOID03.
 DN0238
 DN0238.The dynamic height is computed by dividing the NAVD 88
 DN0238.geopotential number by the normal gravity value computed on the
 DN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0238.degrees latitude (g = 980.6199 gals.).
 DN0238
 DN0238.The modeled gravity was interpolated from observed gravity values.
 DN0238
 DN0238;                    North         East    Units  Estimated Accuracy
 DN0238;SPC TXNC     - 2,155,470.      801,840.      MT  (+/- 180 meters Scaled)
 DN0238
 DN0238                          SUPERSEDED SURVEY CONTROL
 DN0238
 DN0238  NGVD 29 (??/??/92)  184.298  (m)          604.65   (f) ADJ UNCH    2 0
 DN0238
 DN0238.Superseded values are not recommended for survey control.
 DN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0238.See file dsdata.txt to determine how the superseded data were derived.
 DN0238
 DN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB485599(NAD 83)
 DN0238_MARKER: DB = BENCH MARK DISK
 DN0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0238_STAMPING: P 922 1946
 DN0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0238+STABILITY: SURFACE MOTION
 DN0238
 DN0238  HISTORY     - Date     Condition        Report By
 DN0238  HISTORY     - 1946     MONUMENTED       CGS
 DN0238  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0238
 DN0238                          STATION DESCRIPTION
 DN0238
 DN0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0238'2.1 MI E FROM NEVADA.
 DN0238'2.1 MILES EAST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 DN0238'STATION AT NEVADA.  THE MARK IS SET AT A PRIVATE RAILROAD CROSSING AND
 DN0238'IN LINE WITH A ROW OF POWER POLES.  5 1/2 POLES EAST OF MILE POST 567,
 DN0238'97 FEET NORTHEAST OF THE CENTER OF THE RAILROAD CROSSING, 63 FEET EAST
 DN0238'OF THE CENTER LINE OF A PRIVATE ROAD, 43 FEET NORTH OF THE NORTH RAIL,
 DN0238'4.6 FEET WEST OF A POWER POLE, 2 FEET WEST OF A WHITE 4X4 MARKER POST.
 DN0238'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0238
 DN0238                          STATION RECOVERY (1994)
 DN0238
 DN0238'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0434 ***********************************************************************
 DN0434  DESIGNATION -  P 924
 DN0434  PID         -  DN0434
 DN0434  STATE/COUNTY-  TX/COLLIN
 DN0434  USGS QUAD   -  WYLIE (1973)
 DN0434
 DN0434                         *CURRENT SURVEY CONTROL
 DN0434  ___________________________________________________________________
 DN0434* NAD 83(1986)-  33 03 20.     (N)    096 30 52.     (W)     SCALED    
 DN0434* NAVD 88     -       154.132  (meters)     505.68   (feet)  ADJUSTED  
 DN0434  ___________________________________________________________________
 DN0434  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0434  DYNAMIC HT  -         153.965 (meters)     505.13  (feet)  COMP
 DN0434  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 DN0434
 DN0434  VERT ORDER  -  SECOND    CLASS 0
 DN0434
 DN0434.The horizontal coordinates were scaled from a topographic map and have
 DN0434.an estimated accuracy of +/- 6 seconds.
 DN0434
 DN0434.The orthometric height was determined by differential leveling
 DN0434.and adjusted by the National Geodetic Survey in June 1991..
 DN0434
 DN0434.The geoid height was determined by GEOID03.
 DN0434
 DN0434.The dynamic height is computed by dividing the NAVD 88
 DN0434.geopotential number by the normal gravity value computed on the
 DN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0434.degrees latitude (g = 980.6199 gals.).
 DN0434
 DN0434.The modeled gravity was interpolated from observed gravity values.
 DN0434
 DN0434;                    North         East    Units  Estimated Accuracy
 DN0434;SPC TXNC     - 2,155,770.      785,410.      MT  (+/- 180 meters Scaled)
 DN0434
 DN0434                          SUPERSEDED SURVEY CONTROL
 DN0434
 DN0434  NGVD 29 (??/??/92)  154.142  (m)          505.71   (f) ADJ UNCH    2 0
 DN0434
 DN0434.Superseded values are not recommended for survey control.
 DN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0434.See file dsdata.txt to determine how the superseded data were derived.
 DN0434
 DN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB320601(NAD 83)
 DN0434_MARKER: DB = BENCH MARK DISK
 DN0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0434_STAMPING: P 924 1946
 DN0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0434+STABILITY: SURFACE MOTION
 DN0434
 DN0434  HISTORY     - Date     Condition        Report By
 DN0434  HISTORY     - 1946     MONUMENTED       CGS
 DN0434  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0434  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0434
 DN0434                          STATION DESCRIPTION
 DN0434
 DN0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0434'5.4 MI N FROM WYLIE.
 DN0434'5.4 MILES NORTH ALONG A GRAVEL ROAD FROM THE CITY WATER TOWER AT
 DN0434'WYLIE.  83.5 FEET SOUTHEAST OF A MAIL BOX, 37.4 FEET EAST OF THE
 DN0434'CENTER LINE OF THE GRAVEL ROAD, 35.5 FEET NORTHEAST OF THE CENTER LINE
 DN0434'OF A PRIVATE DRIVEWAY TO A FARM HOUSE, 2.5 FEET WEST OF A WIRE FENCE,
 DN0434'3 FEET SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP
 DN0434'OF A CONCRETE POST.
 DN0434
 DN0434                          STATION RECOVERY (1994)
 DN0434
 DN0434'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0434'MARK NOT FOUND.
 DN0434
 DN0434                          STATION RECOVERY (2005)
 DN0434
 DN0434'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0255 ***********************************************************************
 DN0255  DESIGNATION -  P 925
 DN0255  PID         -  DN0255
 DN0255  STATE/COUNTY-  TX/COLLIN
 DN0255  USGS QUAD   -  LAVON (1973)
 DN0255
 DN0255                         *CURRENT SURVEY CONTROL
 DN0255  ___________________________________________________________________
 DN0255* NAD 83(1986)-  33 00 34.     (N)    096 26 59.     (W)     SCALED    
 DN0255* NAVD 88     -       144.713  (meters)     474.78   (feet)  ADJUSTED  
 DN0255  ___________________________________________________________________
 DN0255  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0255  DYNAMIC HT  -         144.555 (meters)     474.26  (feet)  COMP
 DN0255  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 DN0255
 DN0255  VERT ORDER  -  SECOND    CLASS 0
 DN0255
 DN0255.The horizontal coordinates were scaled from a topographic map and have
 DN0255.an estimated accuracy of +/- 6 seconds.
 DN0255
 DN0255.The orthometric height was determined by differential leveling
 DN0255.and adjusted by the National Geodetic Survey in June 1991..
 DN0255
 DN0255.The geoid height was determined by GEOID03.
 DN0255
 DN0255.The dynamic height is computed by dividing the NAVD 88
 DN0255.geopotential number by the normal gravity value computed on the
 DN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0255.degrees latitude (g = 980.6199 gals.).
 DN0255
 DN0255.The modeled gravity was interpolated from observed gravity values.
 DN0255
 DN0255;                    North         East    Units  Estimated Accuracy
 DN0255;SPC TXNC     - 2,150,770.      791,550.      MT  (+/- 180 meters Scaled)
 DN0255
 DN0255                          SUPERSEDED SURVEY CONTROL
 DN0255
 DN0255  NGVD 29 (??/??/92)  144.726  (m)          474.82   (f) ADJ UNCH    2 0
 DN0255
 DN0255.Superseded values are not recommended for survey control.
 DN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0255.See file dsdata.txt to determine how the superseded data were derived.
 DN0255
 DN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB382552(NAD 83)
 DN0255_MARKER: DB = BENCH MARK DISK
 DN0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0255_STAMPING: P 925 1946
 DN0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0255+STABILITY: SURFACE MOTION
 DN0255
 DN0255  HISTORY     - Date     Condition        Report By
 DN0255  HISTORY     - 1946     MONUMENTED       CGS
 DN0255  HISTORY     - 1953     MARK NOT FOUND   NGS
 DN0255  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0255  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0255
 DN0255                          STATION DESCRIPTION
 DN0255
 DN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0255'2.0 MI SW FROM LAVON.
 DN0255'2.0 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE ST. LOUIS AND
 DN0255'SOUTHWESTERN RAILROAD STATION AT LAVON.  98.6 FEET NORTHWEST OF THE
 DN0255'NORTHWEST CORNER OF A FRAME FARM HOUSE, 19.4 FEET EAST OF THE CENTER
 DN0255'LINE OF THE ROAD, 2 FEET NORTHEAST OF A FENCE CORNER, 3 FEET SOUTH OF
 DN0255'A WHITE 4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 DN0255'POST.  NOTE-- THE DIRT ROAD IS NOW HARD-SURFACED HIGHWAY 205.
 DN0255
 DN0255                          STATION RECOVERY (1953)
 DN0255
 DN0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 DN0255'MARK NOT FOUND.
 DN0255
 DN0255                          STATION RECOVERY (1994)
 DN0255
 DN0255'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0255'MARK NOT FOUND.
 DN0255
 DN0255                          STATION RECOVERY (2005)
 DN0255
 DN0255'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1304 ***********************************************************************
 CS1304  DESIGNATION -  P 926
 CS1304  PID         -  CS1304
 CS1304  STATE/COUNTY-  TX/DENTON
 CS1304  USGS QUAD   -  ADDISON (1981)
 CS1304
 CS1304                         *CURRENT SURVEY CONTROL
 CS1304  ___________________________________________________________________
 CS1304* NAD 83(1986)-  32 59 49.     (N)    096 52 21.     (W)     SCALED    
 CS1304* NAVD 88     -       166.726  (meters)     547.00   (feet)  ADJUSTED  
 CS1304  ___________________________________________________________________
 CS1304  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CS1304  DYNAMIC HT  -         166.537 (meters)     546.38  (feet)  COMP
 CS1304  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 CS1304
 CS1304  VERT ORDER  -  SECOND    CLASS 0
 CS1304
 CS1304.The horizontal coordinates were scaled from a topographic map and have
 CS1304.an estimated accuracy of +/- 6 seconds.
 CS1304
 CS1304.The orthometric height was determined by differential leveling
 CS1304.and adjusted by the National Geodetic Survey in June 1991..
 CS1304
 CS1304.The geoid height was determined by GEOID03.
 CS1304
 CS1304.The dynamic height is computed by dividing the NAVD 88
 CS1304.geopotential number by the normal gravity value computed on the
 CS1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1304.degrees latitude (g = 980.6199 gals.).
 CS1304
 CS1304.The modeled gravity was interpolated from observed gravity values.
 CS1304
 CS1304;                    North         East    Units  Estimated Accuracy
 CS1304;SPC TXNC     - 2,148,690.      752,080.      MT  (+/- 180 meters Scaled)
 CS1304
 CS1304                          SUPERSEDED SURVEY CONTROL
 CS1304
 CS1304  NGVD 29 (??/??/92)  166.733  (m)          547.02   (f) ADJ UNCH    2 0
 CS1304
 CS1304.Superseded values are not recommended for survey control.
 CS1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1304.See file dsdata.txt to determine how the superseded data were derived.
 CS1304
 CS1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB987529(NAD 83)
 CS1304_MARKER: DB = BENCH MARK DISK
 CS1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1304_STAMPING: P 926 1946
 CS1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1304+STABILITY: SURFACE MOTION
 CS1304
 CS1304  HISTORY     - Date     Condition        Report By
 CS1304  HISTORY     - 1946     MONUMENTED       CGS
 CS1304  HISTORY     - 1954     GOOD             NGS
 CS1304  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 CS1304  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1304
 CS1304                          STATION DESCRIPTION
 CS1304
 CS1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CS1304'4.0 MI NE FROM CARROLLTON.
 CS1304'4.0 MILES NORTHEAST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 CS1304'RAILROAD FROM THE STATION AT CARROLLTON, 44 FEET NORTHEAST OF THE
 CS1304'CENTER OF AN ABANDONED ROAD CROSSING, 31.7 FEET EAST OF THE EAST RAIL,
 CS1304'18 FEET NORTH OF THE CENTER LINE OF AN ABANDONED ROAD, 0.6 FOOT EAST
 CS1304'OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CS1304'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CS1304
 CS1304                          STATION RECOVERY (1995)
 CS1304
 CS1304'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1304'MARK NOT FOUND.
 CS1304
 CS1304                          STATION RECOVERY (2005)
 CS1304
 CS1304'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0061 ***********************************************************************
 CS0061  DESIGNATION -  P 928
 CS0061  PID         -  CS0061
 CS0061  STATE/COUNTY-  TX/KAUFMAN
 CS0061  USGS QUAD   -  TERRELL NORTH (1962)
 CS0061
 CS0061                         *CURRENT SURVEY CONTROL
 CS0061  ___________________________________________________________________
 CS0061* NAD 83(1986)-  32 46 26.     (N)    096 18 28.     (W)     SCALED    
 CS0061* NAVD 88     -       155.874  (meters)     511.40   (feet)  ADJUSTED  
 CS0061  ___________________________________________________________________
 CS0061  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS0061  DYNAMIC HT  -         155.702 (meters)     510.83  (feet)  COMP
 CS0061  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 CS0061
 CS0061  VERT ORDER  -  SECOND    CLASS 0
 CS0061
 CS0061.The horizontal coordinates were scaled from a topographic map and have
 CS0061.an estimated accuracy of +/- 6 seconds.
 CS0061
 CS0061.The orthometric height was determined by differential leveling
 CS0061.and adjusted by the National Geodetic Survey in June 1991..
 CS0061
 CS0061.The geoid height was determined by GEOID03.
 CS0061
 CS0061.The dynamic height is computed by dividing the NAVD 88
 CS0061.geopotential number by the normal gravity value computed on the
 CS0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0061.degrees latitude (g = 980.6199 gals.).
 CS0061
 CS0061.The modeled gravity was interpolated from observed gravity values.
 CS0061
 CS0061;                    North         East    Units  Estimated Accuracy
 CS0061;SPC TXNC     - 2,124,920.      805,350.      MT  (+/- 180 meters Scaled)
 CS0061
 CS0061                          SUPERSEDED SURVEY CONTROL
 CS0061
 CS0061  NGVD 29 (??/??/92)  155.89   (m)          511.4    (f) COMPUTED    2 0
 CS0061
 CS0061.Superseded values are not recommended for survey control.
 CS0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0061.See file dsdata.txt to determine how the superseded data were derived.
 CS0061
 CS0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB521294(NAD 83)
 CS0061_MARKER: DB = BENCH MARK DISK
 CS0061_SETTING: 0 = UNSPECIFIED SETTING
 CS0061_STAMPING: P 928 1946
 CS0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0061
 CS0061  HISTORY     - Date     Condition        Report By
 CS0061  HISTORY     - 1946     MONUMENTED       CGS
 CS0061  HISTORY     - 1961     GOOD             DOD
 CS0061  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CS0061
 CS0061                          STATION DESCRIPTION
 CS0061
 CS0061'DESCRIBED BY US DEPARTMENT OF DEFENSE 1961
 CS0061'2.80 MI N FROM TERRELL.
 CS0061'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 CS0061'205 ON THE WEST EDGE OF TERRELL, KAUFMAN COUNTY, TEXAS, GO NORTH ON
 CS0061'STATE HIGHWAY 205 FOR 2.80 MILES TO A ROAD SOUTH-SOUTHEAST (OLD STATE
 CS0061'HIGHWAY 205).  MAKE SHORT RIGHT TURN AND PROCEED FOR 0.45 MILES TO
 CS0061'STATION SITE ON LEFT SIDE OF ROAD.
 CS0061
 CS0061                          STATION RECOVERY (1987)
 CS0061
 CS0061'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 CS0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0074 ***********************************************************************
 CS0074  DESIGNATION -  P 929
 CS0074  PID         -  CS0074
 CS0074  STATE/COUNTY-  TX/ROCKWALL
 CS0074  USGS QUAD   -  FORNEY NORTH (1973)
 CS0074
 CS0074                         *CURRENT SURVEY CONTROL
 CS0074  ___________________________________________________________________
 CS0074* NAD 83(1986)-  32 49 49.     (N)    096 22 50.     (W)     SCALED    
 CS0074* NAVD 88     -       149.936  (meters)     491.92   (feet)  ADJUSTED  
 CS0074  ___________________________________________________________________
 CS0074  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0074  DYNAMIC HT  -         149.771 (meters)     491.37  (feet)  COMP
 CS0074  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 CS0074
 CS0074  VERT ORDER  -  SECOND    CLASS 0
 CS0074
 CS0074.The horizontal coordinates were scaled from a topographic map and have
 CS0074.an estimated accuracy of +/- 6 seconds.
 CS0074
 CS0074.The orthometric height was determined by differential leveling
 CS0074.and adjusted by the National Geodetic Survey in June 1991..
 CS0074
 CS0074.The geoid height was determined by GEOID03.
 CS0074
 CS0074.The dynamic height is computed by dividing the NAVD 88
 CS0074.geopotential number by the normal gravity value computed on the
 CS0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0074.degrees latitude (g = 980.6199 gals.).
 CS0074
 CS0074.The modeled gravity was interpolated from observed gravity values.
 CS0074
 CS0074;                    North         East    Units  Estimated Accuracy
 CS0074;SPC TXNC     - 2,131,030.      798,410.      MT  (+/- 180 meters Scaled)
 CS0074
 CS0074                          SUPERSEDED SURVEY CONTROL
 CS0074
 CS0074  NGVD 29 (??/??/92)  149.952  (m)          491.97   (f) ADJ UNCH    2 0
 CS0074
 CS0074.Superseded values are not recommended for survey control.
 CS0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0074.See file dsdata.txt to determine how the superseded data were derived.
 CS0074
 CS0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB452355(NAD 83)
 CS0074_MARKER: DB = BENCH MARK DISK
 CS0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0074_STAMPING: P 929 1946
 CS0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0074+STABILITY: SURFACE MOTION
 CS0074
 CS0074  HISTORY     - Date     Condition        Report By
 CS0074  HISTORY     - 1946     MONUMENTED       CGS
 CS0074
 CS0074                          STATION DESCRIPTION
 CS0074
 CS0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0074'0.7 MI SW FROM CHISHOLM.
 CS0074'0.7 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CS0074'CHISHOLM, ROCKWALL COUNTY, 0.1 MILE NORTHEAST OF A STEEL BRIDGE, IN A
 CS0074'FENCE CORNER, 50 FEET SOUTHWEST OF A POWERLINE POLE, 22 FEET SOUTHEAST
 CS0074'OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTH OF THE FENCE CORNER, AND 2
 CS0074'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 CS0074'STAMPED P 929 1946 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0026 ***********************************************************************
 AJ0026  DESIGNATION -  P 93
 AJ0026  PID         -  AJ0026
 AJ0026  STATE/COUNTY-  TX/JIM WELLS
 AJ0026  USGS QUAD   -  SAN DIEGO (1963)
 AJ0026
 AJ0026                         *CURRENT SURVEY CONTROL
 AJ0026  ___________________________________________________________________
 AJ0026* NAD 83(1986)-  27 45 15.     (N)    098 10 44.     (W)     SCALED    
 AJ0026* NAVD 88     -        83.000  (meters)     272.31   (feet)  ADJUSTED  
 AJ0026  ___________________________________________________________________
 AJ0026  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AJ0026  DYNAMIC HT  -          82.871 (meters)     271.89  (feet)  COMP
 AJ0026  MODELED GRAV-     979,095.9   (mgal)                       NAVD 88
 AJ0026
 AJ0026  VERT ORDER  -  FIRST     CLASS II
 AJ0026
 AJ0026.The horizontal coordinates were scaled from a topographic map and have
 AJ0026.an estimated accuracy of +/- 6 seconds.
 AJ0026
 AJ0026.The orthometric height was determined by differential leveling
 AJ0026.and adjusted by the National Geodetic Survey in June 1991..
 AJ0026.WARNING-Repeat measurements at this control monument indicate possible
 AJ0026.vertical movement.
 AJ0026
 AJ0026.The geoid height was determined by GEOID03.
 AJ0026
 AJ0026.The dynamic height is computed by dividing the NAVD 88
 AJ0026.geopotential number by the normal gravity value computed on the
 AJ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0026.degrees latitude (g = 980.6199 gals.).
 AJ0026
 AJ0026.The modeled gravity was interpolated from observed gravity values.
 AJ0026
 AJ0026;                    North         East    Units  Estimated Accuracy
 AJ0026;SPC TX S     - 5,231,330.      331,660.      MT  (+/- 180 meters Scaled)
 AJ0026
 AJ0026                          SUPERSEDED SURVEY CONTROL
 AJ0026
 AJ0026  NGVD 29 (??/??/92)   83.079  (m)          272.57   (f) ADJ UNCH    1 2
 AJ0026
 AJ0026.Superseded values are not recommended for survey control.
 AJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0026.See file dsdata.txt to determine how the superseded data were derived.
 AJ0026
 AJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR809702(NAD 83)
 AJ0026_MARKER: DB = BENCH MARK DISK
 AJ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0026_STAMPING: P 93 1932 272.539
 AJ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0026+STABILITY: SURFACE MOTION
 AJ0026
 AJ0026  HISTORY     - Date     Condition        Report By
 AJ0026  HISTORY     - 1932     MONUMENTED       CGS
 AJ0026  HISTORY     - 1951     GOOD             NGS
 AJ0026
 AJ0026                          STATION DESCRIPTION
 AJ0026
 AJ0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AJ0026'3.6 MI E FROM SAN DIEGO.
 AJ0026'3.6 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0026'SAN DIEGO, 37 FEET NORTH OF THE NORTH RAIL, 14 FEET EAST OF MILEPOST
 AJ0026'113, 8 FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN
 AJ0026'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1757 ***********************************************************************
 CS1757  DESIGNATION -  P 931
 CS1757  PID         -  CS1757
 CS1757  STATE/COUNTY-  TX/TARRANT
 CS1757  USGS QUAD   -  HALTOM CITY (1981)
 CS1757
 CS1757                         *CURRENT SURVEY CONTROL
 CS1757  ___________________________________________________________________
 CS1757* NAD 83(1986)-  32 47 40.     (N)    097 21 35.     (W)     SCALED    
 CS1757* NAVD 88     -       179.386  (meters)     588.54   (feet)  ADJUSTED  
 CS1757  ___________________________________________________________________
 CS1757  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CS1757  DYNAMIC HT  -         179.176 (meters)     587.85  (feet)  COMP
 CS1757  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 CS1757
 CS1757  VERT ORDER  -  FIRST     CLASS II
 CS1757
 CS1757.The horizontal coordinates were scaled from a topographic map and have
 CS1757.an estimated accuracy of +/- 6 seconds.
 CS1757
 CS1757.The orthometric height was determined by differential leveling
 CS1757.and adjusted by the National Geodetic Survey in June 1991..
 CS1757
 CS1757.The geoid height was determined by GEOID03.
 CS1757
 CS1757.The dynamic height is computed by dividing the NAVD 88
 CS1757.geopotential number by the normal gravity value computed on the
 CS1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1757.degrees latitude (g = 980.6199 gals.).
 CS1757
 CS1757.The modeled gravity was interpolated from observed gravity values.
 CS1757
 CS1757;                    North         East    Units  Estimated Accuracy
 CS1757;SPC TXNC     - 2,125,640.      706,790.      MT  (+/- 180 meters Scaled)
 CS1757
 CS1757                          SUPERSEDED SURVEY CONTROL
 CS1757
 CS1757  NGVD 29 (??/??/92)  179.385  (m)          588.53   (f) ADJ UNCH    1 2
 CS1757
 CS1757.Superseded values are not recommended for survey control.
 CS1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1757.See file dsdata.txt to determine how the superseded data were derived.
 CS1757
 CS1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB535296(NAD 83)
 CS1757_MARKER: DB = BENCH MARK DISK
 CS1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1757_STAMPING: P 931 1946
 CS1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1757+STABILITY: SURFACE MOTION
 CS1757
 CS1757  HISTORY     - Date     Condition        Report By
 CS1757  HISTORY     - 1946     MONUMENTED       CGS
 CS1757  HISTORY     - 1957     GOOD             NGS
 CS1757  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1757  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1757
 CS1757                          STATION DESCRIPTION
 CS1757
 CS1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1757'IN FORT WORTH.
 CS1757'ABOUT 3.0 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT
 CS1757'THE NORTHEAST CORNER OF THE INTERSECTION OF NORTHWEST 28TH STREET AND
 CS1757'GOULD AVENUE, 33 FEET NORTH OF THE CENTER LINE OF NORTHWEST 28TH
 CS1757'STREET, 22 FEET EAST OF THE CENTER LINE OF GOULD AVENUE, 3 FEET NORTH
 CS1757'OF THE NORTH CURB LINE OF NORTHWEST 28TH STREET.  A BRONZE DISK SET IN
 CS1757'THE TOP OF A CONCRETE POST WHICH IS 2 INCHES BELOW THE GROUND LEVEL.
 CS1757
 CS1757                          STATION RECOVERY (1957)
 CS1757
 CS1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1757'RECOVERED IN GOOD CONDITION.
 CS1757
 CS1757                          STATION RECOVERY (1984)
 CS1757
 CS1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1757'MARK NOT FOUND.
 CS1757
 CS1757                          STATION RECOVERY (1995)
 CS1757
 CS1757'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1717 ***********************************************************************
 CS1717  DESIGNATION -  P 932
 CS1717  PID         -  CS1717
 CS1717  STATE/COUNTY-  TX/TARRANT
 CS1717  USGS QUAD   -  FORT WORTH (1981)
 CS1717
 CS1717                         *CURRENT SURVEY CONTROL
 CS1717  ___________________________________________________________________
 CS1717* NAD 83(1986)-  32 42 52.     (N)    097 18 13.     (W)     SCALED    
 CS1717* NAVD 88     -       182.007  (meters)     597.13   (feet)  ADJUSTED  
 CS1717  ___________________________________________________________________
 CS1717  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS1717  DYNAMIC HT  -         181.793 (meters)     596.43  (feet)  COMP
 CS1717  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 CS1717
 CS1717  VERT ORDER  -  FIRST     CLASS II
 CS1717
 CS1717.The horizontal coordinates were scaled from a topographic map and have
 CS1717.an estimated accuracy of +/- 6 seconds.
 CS1717
 CS1717.The orthometric height was determined by differential leveling
 CS1717.and adjusted by the National Geodetic Survey in June 1991..
 CS1717
 CS1717.The geoid height was determined by GEOID03.
 CS1717
 CS1717.The dynamic height is computed by dividing the NAVD 88
 CS1717.geopotential number by the normal gravity value computed on the
 CS1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1717.degrees latitude (g = 980.6199 gals.).
 CS1717
 CS1717.The modeled gravity was interpolated from observed gravity values.
 CS1717
 CS1717;                    North         East    Units  Estimated Accuracy
 CS1717;SPC TXNC     - 2,116,830.      712,150.      MT  (+/- 180 meters Scaled)
 CS1717
 CS1717                          SUPERSEDED SURVEY CONTROL
 CS1717
 CS1717  NGVD 29 (??/??/92)  182.015  (m)          597.16   (f) ADJ UNCH    1 2
 CS1717
 CS1717.Superseded values are not recommended for survey control.
 CS1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1717.See file dsdata.txt to determine how the superseded data were derived.
 CS1717
 CS1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB589209(NAD 83)
 CS1717_MARKER: DB = BENCH MARK DISK
 CS1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1717_STAMPING: P 932 1946 597.161
 CS1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1717+STABILITY: SURFACE MOTION
 CS1717
 CS1717  HISTORY     - Date     Condition        Report By
 CS1717  HISTORY     - 1946     MONUMENTED       CGS
 CS1717  HISTORY     - 1956     GOOD             NGS
 CS1717  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS1717  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1717
 CS1717                          STATION DESCRIPTION
 CS1717
 CS1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1717'IN FORT WORTH.
 CS1717'ABOUT 3.4 MILES SOUTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT
 CS1717'THE SOUTHWEST CORNER OF SOUTH RIVERSIDE DRIVE AND EAST ROBERT STREET,
 CS1717'ABOUT 40 FEET WEST OF THE CENTERLINE OF RIVERSIDE AND 40 FEET SOUTH OF
 CS1717'THE CENTERLINE OF ROBERT STREET, 15 FEET SOUTH OF A STREET SIGN POST.
 CS1717'A STANDARD DISK STAMPED P 932 1946 597.161 IN A CONCRETE POST WHICH IS
 CS1717'ABOUT FLUSH WITH THE GROUND.
 CS1717
 CS1717                          STATION RECOVERY (1966)
 CS1717
 CS1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1717'MARK NOT FOUND.
 CS1717
 CS1717                          STATION RECOVERY (1989)
 CS1717
 CS1717'RECOVERY NOTE BY US POWER SQUADRON 1989 (RW)
 CS1717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0087 ***********************************************************************
 BZ0087  DESIGNATION -  P 933
 BZ0087  PID         -  BZ0087
 BZ0087  STATE/COUNTY-  TX/FREESTONE
 BZ0087  USGS QUAD   -  TEAGUE SOUTH (1982)
 BZ0087
 BZ0087                         *CURRENT SURVEY CONTROL
 BZ0087  ___________________________________________________________________
 BZ0087* NAD 83(1986)-  31 33 29.     (N)    096 16 33.     (W)     SCALED    
 BZ0087* NAVD 88     -       138.298  (meters)     453.73   (feet)  ADJUSTED  
 BZ0087  ___________________________________________________________________
 BZ0087  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ0087  DYNAMIC HT  -         138.130 (meters)     453.18  (feet)  COMP
 BZ0087  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 BZ0087
 BZ0087  VERT ORDER  -  SECOND    CLASS 0
 BZ0087
 BZ0087.The horizontal coordinates were scaled from a topographic map and have
 BZ0087.an estimated accuracy of +/- 6 seconds.
 BZ0087
 BZ0087.The orthometric height was determined by differential leveling
 BZ0087.and adjusted by the National Geodetic Survey in June 1991..
 BZ0087
 BZ0087.The geoid height was determined by GEOID03.
 BZ0087
 BZ0087.The dynamic height is computed by dividing the NAVD 88
 BZ0087.geopotential number by the normal gravity value computed on the
 BZ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0087.degrees latitude (g = 980.6199 gals.).
 BZ0087
 BZ0087.The modeled gravity was interpolated from observed gravity values.
 BZ0087
 BZ0087;                    North         East    Units  Estimated Accuracy
 BZ0087;SPC TX C     - 3,216,700.    1,085,120.      MT  (+/- 180 meters Scaled)
 BZ0087
 BZ0087                          SUPERSEDED SURVEY CONTROL
 BZ0087
 BZ0087  NGVD 29 (??/??/92)  138.289  (m)          453.70   (f) ADJ UNCH    2 0
 BZ0087
 BZ0087.Superseded values are not recommended for survey control.
 BZ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0087.See file dsdata.txt to determine how the superseded data were derived.
 BZ0087
 BZ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV585946(NAD 83)
 BZ0087_MARKER: DB = BENCH MARK DISK
 BZ0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0087_SP_SET: SQUARE DRAIN
 BZ0087_STAMPING: P 933 1948
 BZ0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0087
 BZ0087  HISTORY     - Date     Condition        Report By
 BZ0087  HISTORY     - 1948     MONUMENTED       CGS
 BZ0087  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BZ0087
 BZ0087                          STATION DESCRIPTION
 BZ0087
 BZ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0087'1.95 MILES NORTHWEST ALONG FARM HIGHWAY 80 FROM THE GRADE SCHOOL
 BZ0087'AT FREESTONE, 225.0 FEET NORTHWEST OF CENTER LINE OF A DIRT CROSSING
 BZ0087'ROAD, 60.2 FEET NORTH OF THE NORTHWEST CORNER OF A FARMHOUSE
 BZ0087'47.7 FEET NORTHWEST OF A MAILBOX, 37.8 FEET SOUTHWEST OF AND
 BZ0087'1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 24.2
 BZ0087'FEET NORTHWES OF A FENCE CORNER, 2.0 FEET NORTHEAST OF A 4 INCH
 BZ0087'STEEL PIPE LINE, 1.7 FEET SOUTHEAST OF A WITNESS POST, 1.2 FEET NORTHE
 BZ0087'OF A WOVEN WIRE FENCE, SET IN THE TOP OF A CONCRETE
 BZ0087'POST PROJECTING 0.5 FOOT ABOVE GROUND
 BZ0087
 BZ0087                          STATION RECOVERY (1994)
 BZ0087
 BZ0087'RECOVERY NOTE BY US POWER SQUADRON 1994
 BZ0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0031 ***********************************************************************
 BM0031  DESIGNATION -  P 933
 BM0031  PID         -  BM0031
 BM0031  STATE/COUNTY-  TX/BRAZOS
 BM0031  USGS QUAD   -  WELLBORN (1980)
 BM0031
 BM0031                         *CURRENT SURVEY CONTROL
 BM0031  ___________________________________________________________________
 BM0031* NAD 83(1986)-  30 35 30.     (N)    096 21 31.     (W)     SCALED    
 BM0031* NAVD 88     -        95.02   (+/-2cm)     311.7    (feet)  VERTCON   
 BM0031  ___________________________________________________________________
 BM0031  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BM0031
 BM0031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0031
 BM0031.This mark is at Easterwood Fld (CLL) Airport (CLL)
 BM0031
 BM0031.The horizontal coordinates were scaled from a topographic map and have
 BM0031.an estimated accuracy of +/- 6 seconds.
 BM0031
 BM0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0031.The vertical order pertains to the NGVD 29 superseded value.
 BM0031
 BM0031.The geoid height was determined by GEOID03.
 BM0031
 BM0031;                    North         East    Units  Estimated Accuracy
 BM0031;SPC TX C     - 3,109,350.    1,081,090.      MT  (+/- 180 meters Scaled)
 BM0031
 BM0031                          SUPERSEDED SURVEY CONTROL
 BM0031
 BM0031  NGVD 29 (??/??/92)   94.983  (m)          311.62   (f) ADJ UNCH    2 0
 BM0031
 BM0031.Superseded values are not recommended for survey control.
 BM0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0031.See file dsdata.txt to determine how the superseded data were derived.
 BM0031
 BM0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU532873(NAD 83)
 BM0031_MARKER: DB = BENCH MARK DISK
 BM0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0031_SP_SET: CONCRETE RIM
 BM0031_STAMPING: P 933 1953
 BM0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0031
 BM0031  HISTORY     - Date     Condition        Report By
 BM0031  HISTORY     - 1953     MONUMENTED       CGS
 BM0031  HISTORY     - 1963     GOOD             NGS
 BM0031  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0031
 BM0031                          STATION DESCRIPTION
 BM0031
 BM0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BM0031'2.0 MI SW FROM COLLEGE STATION.
 BM0031'1.4 MILES SOUTHWEST ON FARM ROAD 60, FROM THE CROSSING OF THE SOUTHERN
 BM0031'PACIFIC RAILROAD AND FARM ROAD 60 AT COLLEGE STATION, TEXAS. TURN LEFT
 BM0031'SE FOR 0.8 MILE TO MAIN HANGAR AT EASTERWOOD FIELD.  BENCH MARK
 BM0031'LOCATED IN CENTER OF S EDGE OF CONCRETE RIM OF SQUARE DRAIN. 124 FEET
 BM0031'S OF SW LEG OF THE CONTROL TOWER AND 60 FEET NW OF THE SW CORNER OF
 BM0031'THE HANGAR.  A STANDARD DISK, STAMPED P 933 1953.
 BM0031
 BM0031                          STATION RECOVERY (1994)
 BM0031
 BM0031'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0032 ***********************************************************************
 BM0032  DESIGNATION -  P 933 RESET 1972
 BM0032  PID         -  BM0032
 BM0032  STATE/COUNTY-  TX/BRAZOS
 BM0032  USGS QUAD   -  WELLBORN (1980)
 BM0032
 BM0032                         *CURRENT SURVEY CONTROL
 BM0032  ___________________________________________________________________
 BM0032* NAD 83(1986)-  30 35 30.     (N)    096 21 31.     (W)     SCALED    
 BM0032* NAVD 88     -        95.48   (+/-2cm)     313.3    (feet)  VERTCON   
 BM0032  ___________________________________________________________________
 BM0032  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BM0032
 BM0032  VERT ORDER  -  THIRD (See Below)
 BM0032
 BM0032.This mark is at Easterwood Fld (CLL) Airport (CLL)
 BM0032
 BM0032.The horizontal coordinates were scaled from a topographic map and have
 BM0032.an estimated accuracy of +/- 6 seconds.
 BM0032
 BM0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0032.The vertical order pertains to the NGVD 29 superseded value.
 BM0032
 BM0032.The geoid height was determined by GEOID03.
 BM0032
 BM0032;                    North         East    Units  Estimated Accuracy
 BM0032;SPC TX C     - 3,109,350.    1,081,090.      MT  (+/- 180 meters Scaled)
 BM0032
 BM0032                          SUPERSEDED SURVEY CONTROL
 BM0032
 BM0032  NGVD 29 (01/29/03)   95.45   (m)          313.2    (f) RESET       3  
 BM0032
 BM0032.Superseded values are not recommended for survey control.
 BM0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0032.See file dsdata.txt to determine how the superseded data were derived.
 BM0032
 BM0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU532873(NAD 83)
 BM0032_MARKER: DB = BENCH MARK DISK
 BM0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0032_SP_SET: CONCRETE RM
 BM0032_STAMPING: P 933 RESET 1972
 BM0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0032+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2002
 BM0032
 BM0032  HISTORY     - Date     Condition        Report By
 BM0032  HISTORY     - 1972     MONUMENTED       NGS
 BM0032  HISTORY     - 1975     GOOD             NGS
 BM0032  HISTORY     - 1979     GOOD             NGS
 BM0032  HISTORY     - 20021006 GOOD             INDIV
 BM0032
 BM0032                          STATION DESCRIPTION
 BM0032
 BM0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BM0032'2.0 MI SW FROM COLLEGE STATION.
 BM0032'AT EASTERWOOD FIELD AIRPORT, THE MARK IS LOCATED IN THE CENTER OF S
 BM0032'EDGE OF CONCRETE RIM OF A SQUARE DRAIN IN THE APRON 60 FEET NW OF THE
 BM0032'SW CORNER OF A HANGER.  124 FEET S OF THE SW LEG OF THE CONTROL TOWER.
 BM0032'NOTE-- A NEW CONTROL IS TO BE BUILT AND THE MARK WILL BE ABOUT 400
 BM0032'FEET NW OF THE NEW CONTROL TOWER.
 BM0032
 BM0032                          STATION RECOVERY (1979)
 BM0032
 BM0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BM0032'FROM THE CROSSING OF FARM ROAD 60 AND THE SOUTHERN PACIFIC RAILROAD
 BM0032'AT COLLEGE STATION, GO SOUTHWEST ON FARM ROAD 60 1.4 MILES TO FARM
 BM0032'ROAD 2818. TURN LEFT AND GO ABOUT 1 MILE TO FARM ROAD 2347. TURN
 BM0032'RIGHT AND GO 0.3 MILE TO THE MAIN HANGAR AT EASTERWOOD FIELD. BENCH
 BM0032'MARK LOCATED IN THE CENTER OF S EDGE OF CONCRETE RIM OF SQUARE DRAIN.
 BM0032'60 FEET NW OF SW CORNER OF MAIN HANGAR. A STANDARD DISK STAMPED P 933
 BM0032'RESET 1972. THE PRESENTLY CARRIED ELEVATION OF 313.143 FT. IS WRONG
 BM0032'BY 1 FT. AND SHOULD BE ABOUT 312.143 FT.
 BM0032
 BM0032                          STATION RECOVERY (2002)
 BM0032
 BM0032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FG)
 BM0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0166 ***********************************************************************
 BZ0166  DESIGNATION -  P 934
 BZ0166  PID         -  BZ0166
 BZ0166  STATE/COUNTY-  TX/FREESTONE
 BZ0166  USGS QUAD   -  FAIRFIELD (1982)
 BZ0166
 BZ0166                         *CURRENT SURVEY CONTROL
 BZ0166  ___________________________________________________________________
 BZ0166* NAD 83(1986)-  31 38 33.     (N)    096 09 18.     (W)     SCALED    
 BZ0166* NAVD 88     -       130.640  (meters)     428.61   (feet)  ADJUSTED  
 BZ0166  ___________________________________________________________________
 BZ0166  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BZ0166  DYNAMIC HT  -         130.482 (meters)     428.09  (feet)  COMP
 BZ0166  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 BZ0166
 BZ0166  VERT ORDER  -  SECOND    CLASS 0
 BZ0166
 BZ0166.The horizontal coordinates were scaled from a topographic map and have
 BZ0166.an estimated accuracy of +/- 6 seconds.
 BZ0166
 BZ0166.The orthometric height was determined by differential leveling
 BZ0166.and adjusted by the National Geodetic Survey in June 1991..
 BZ0166
 BZ0166.The geoid height was determined by GEOID03.
 BZ0166
 BZ0166.The dynamic height is computed by dividing the NAVD 88
 BZ0166.geopotential number by the normal gravity value computed on the
 BZ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0166.degrees latitude (g = 980.6199 gals.).
 BZ0166
 BZ0166.The modeled gravity was interpolated from observed gravity values.
 BZ0166
 BZ0166;                    North         East    Units  Estimated Accuracy
 BZ0166;SPC TX C     - 3,226,480.    1,096,230.      MT  (+/- 180 meters Scaled)
 BZ0166
 BZ0166                          SUPERSEDED SURVEY CONTROL
 BZ0166
 BZ0166  NGVD 29 (??/??/92)  130.629  (m)          428.57   (f) ADJ UNCH    2 0
 BZ0166
 BZ0166.Superseded values are not recommended for survey control.
 BZ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0166.See file dsdata.txt to determine how the superseded data were derived.
 BZ0166
 BZ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA698043(NAD 83)
 BZ0166_MARKER: DB = BENCH MARK DISK
 BZ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0166_STAMPING: P 934 1948
 BZ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0166+STABILITY: SURFACE MOTION
 BZ0166
 BZ0166  HISTORY     - Date     Condition        Report By
 BZ0166  HISTORY     - 1948     MONUMENTED       CGS
 BZ0166
 BZ0166                          STATION DESCRIPTION
 BZ0166
 BZ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0166'3.25 MI N FROM DEW.
 BZ0166'3.25 MILES NORTH ALONG U.S. HIGHWAY NO.75 FROM THE METHODIST CHURCH AT
 BZ0166'DEW, 0.25 MILE SOUTH OF THE BRIDGE OVER UPPER KEECHI CREEK, 52.4 FEET
 BZ0166'EAST AND ABOUT 1.0 FOOT ABOVE THE CENTER OF THE HIGHWAY, 33.9 FEET
 BZ0166'SOUTH OF A TELEPHONE POLE, 17.5 FEET NORTH OF THE CENTER OF A GATE AND
 BZ0166'A TRAIL LEADING EAST, 2.0 FEET WEST OF A BARB WIRE FENCE, 1.5 FEET
 BZ0166'SOUTH OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0166'PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0141 ***********************************************************************
 BZ0141  DESIGNATION -  P 935
 BZ0141  PID         -  BZ0141
 BZ0141  STATE/COUNTY-  TX/FREESTONE
 BZ0141  USGS QUAD   -  FAIRFIELD (1982)
 BZ0141
 BZ0141                         *CURRENT SURVEY CONTROL
 BZ0141  ___________________________________________________________________
 BZ0141* NAD 83(1986)-  31 40 14.     (N)    096 13 26.     (W)     SCALED    
 BZ0141* NAVD 88     -       141.273  (meters)     463.49   (feet)  ADJUSTED  
 BZ0141  ___________________________________________________________________
 BZ0141  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ0141  DYNAMIC HT  -         141.103 (meters)     462.94  (feet)  COMP
 BZ0141  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 BZ0141
 BZ0141  VERT ORDER  -  SECOND    CLASS 0
 BZ0141
 BZ0141.The horizontal coordinates were scaled from a topographic map and have
 BZ0141.an estimated accuracy of +/- 6 seconds.
 BZ0141
 BZ0141.The orthometric height was determined by differential leveling
 BZ0141.and adjusted by the National Geodetic Survey in June 1991..
 BZ0141
 BZ0141.The geoid height was determined by GEOID03.
 BZ0141
 BZ0141.The dynamic height is computed by dividing the NAVD 88
 BZ0141.geopotential number by the normal gravity value computed on the
 BZ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0141.degrees latitude (g = 980.6199 gals.).
 BZ0141
 BZ0141.The modeled gravity was interpolated from observed gravity values.
 BZ0141
 BZ0141;                    North         East    Units  Estimated Accuracy
 BZ0141;SPC TX C     - 3,229,340.    1,089,590.      MT  (+/- 180 meters Scaled)
 BZ0141
 BZ0141                          SUPERSEDED SURVEY CONTROL
 BZ0141
 BZ0141  NGVD 29 (??/??/92)  141.263  (m)          463.46   (f) ADJ UNCH    2 0
 BZ0141
 BZ0141.Superseded values are not recommended for survey control.
 BZ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0141.See file dsdata.txt to determine how the superseded data were derived.
 BZ0141
 BZ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA631072(NAD 83)
 BZ0141_MARKER: DB = BENCH MARK DISK
 BZ0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0141_SP_SET: CULVERT
 BZ0141_STAMPING: P 935 1948
 BZ0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0141
 BZ0141  HISTORY     - Date     Condition        Report By
 BZ0141  HISTORY     - 1948     MONUMENTED       CGS
 BZ0141  HISTORY     - 1956     GOOD             NGS
 BZ0141  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0141
 BZ0141                          STATION DESCRIPTION
 BZ0141
 BZ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0141'4.6 MI NE FROM TEAGUE.
 BZ0141'4.6 MILES NORTHEAST ALONG U.S. HIGHWAY NO.84 FROM THE POST OFFICE AT
 BZ0141'TEAGUE, 123.0 FEET SOUTHWEST OF THE CENTER LINE OF A FARM DRIVE AND A
 BZ0141'STEEL GATE, 13.3 FEET NORTHWEST AND 0.5 FOOT BELOW THE CENTER OF THE
 BZ0141'HIGHWAY, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF
 BZ0141'A CONCRETE CULVERT AND SET IN A DRILL HOLE.
 BZ0141
 BZ0141                          STATION RECOVERY (1956)
 BZ0141
 BZ0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BZ0141'RECOVERED IN GOOD CONDITION.
 BZ0141
 BZ0141                          STATION RECOVERY (2002)
 BZ0141
 BZ0141'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1467 ***********************************************************************
 BZ1467  DESIGNATION -  P 935 RESET
 BZ1467  PID         -  BZ1467
 BZ1467  STATE/COUNTY-  TX/FREESTONE
 BZ1467  USGS QUAD   -  FAIRFIELD (1982)
 BZ1467
 BZ1467                         *CURRENT SURVEY CONTROL
 BZ1467  ___________________________________________________________________
 BZ1467* NAD 83(1986)-  31 40 14.     (N)    096 13 26.     (W)     SCALED    
 BZ1467* NAVD 88     -       141.50   (meters)     464.2    (feet)  RESET     
 BZ1467  ___________________________________________________________________
 BZ1467  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ1467
 BZ1467  VERT ORDER  -  THIRD
 BZ1467
 BZ1467.The horizontal coordinates were scaled from a topographic map and have
 BZ1467.an estimated accuracy of +/- 6 seconds.
 BZ1467
 BZ1467.The orthometric height was computed from unverified reset data.
 BZ1467
 BZ1467.The geoid height was determined by GEOID03.
 BZ1467
 BZ1467;                    North         East    Units  Estimated Accuracy
 BZ1467;SPC TX C     - 3,229,340.    1,089,590.      MT  (+/- 180 meters Scaled)
 BZ1467
 BZ1467                          SUPERSEDED SURVEY CONTROL
 BZ1467
 BZ1467  NGVD 29 (01/29/03)  141.49   (m)          464.2    (f) RESET       3  
 BZ1467
 BZ1467.Superseded values are not recommended for survey control.
 BZ1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1467.See file dsdata.txt to determine how the superseded data were derived.
 BZ1467
 BZ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA631072(NAD 83)
 BZ1467_MARKER: DB = BENCH MARK DISK
 BZ1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1467_SP_SET: CONCRETE POST
 BZ1467_STAMPING: P 935 RESET 1956
 BZ1467_MARK LOGO: CGS   
 BZ1467_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1467+STABILITY: SURFACE MOTION
 BZ1467
 BZ1467  HISTORY     - Date     Condition        Report By
 BZ1467  HISTORY     - 1956     MONUMENTED       CGS
 BZ1467  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1467
 BZ1467                          STATION DESCRIPTION
 BZ1467
 BZ1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BZ1467'4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 84, FROM THE POST OFFICE IN
 BZ1467'TEAGUE, 35 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND AN IRON GATE,
 BZ1467'20 FEET SOUTH OF THE CENTER OF THE RED ROAD LEADING WEST FROM THE
 BZ1467'GATE, 0.25 MILE TO A WHITE FARM HOUSE, AND 1 FOOT NORTH OF A FENCE
 BZ1467'LINE WEST, PROJECTS ABOUT 2 INCHES.
 BZ1467
 BZ1467                          STATION RECOVERY (2002)
 BZ1467
 BZ1467'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ1467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0051 ***********************************************************************
 BZ0051  DESIGNATION -  P 936
 BZ0051  PID         -  BZ0051
 BZ0051  STATE/COUNTY-  TX/FREESTONE
 BZ0051  USGS QUAD   -  FAIRFIELD (1982)
 BZ0051
 BZ0051                         *CURRENT SURVEY CONTROL
 BZ0051  ___________________________________________________________________
 BZ0051* NAD 83(1986)-  31 44 23.     (N)    096 14 02.     (W)     SCALED    
 BZ0051* NAVD 88     -       131.540  (meters)     431.56   (feet)  ADJUSTED  
 BZ0051  ___________________________________________________________________
 BZ0051  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0051  DYNAMIC HT  -         131.383 (meters)     431.05  (feet)  COMP
 BZ0051  MODELED GRAV-     979,446.5   (mgal)                       NAVD 88
 BZ0051
 BZ0051  VERT ORDER  -  SECOND    CLASS 0
 BZ0051
 BZ0051.The horizontal coordinates were scaled from a topographic map and have
 BZ0051.an estimated accuracy of +/- 6 seconds.
 BZ0051
 BZ0051.The orthometric height was determined by differential leveling
 BZ0051.and adjusted by the National Geodetic Survey in June 1991..
 BZ0051
 BZ0051.The geoid height was determined by GEOID03.
 BZ0051
 BZ0051.The dynamic height is computed by dividing the NAVD 88
 BZ0051.geopotential number by the normal gravity value computed on the
 BZ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0051.degrees latitude (g = 980.6199 gals.).
 BZ0051
 BZ0051.The modeled gravity was interpolated from observed gravity values.
 BZ0051
 BZ0051;                    North         East    Units  Estimated Accuracy
 BZ0051;SPC TX C     - 3,236,970.    1,088,360.      MT  (+/- 180 meters Scaled)
 BZ0051
 BZ0051                          SUPERSEDED SURVEY CONTROL
 BZ0051
 BZ0051  NGVD 29 (??/??/92)  131.530  (m)          431.53   (f) ADJ UNCH    2 0
 BZ0051
 BZ0051.Superseded values are not recommended for survey control.
 BZ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0051.See file dsdata.txt to determine how the superseded data were derived.
 BZ0051
 BZ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA620149(NAD 83)
 BZ0051_MARKER: DB = BENCH MARK DISK
 BZ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0051_STAMPING: P 936 1948
 BZ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0051+STABILITY: SURFACE MOTION
 BZ0051
 BZ0051  HISTORY     - Date     Condition        Report By
 BZ0051  HISTORY     - 1948     MONUMENTED       CGS
 BZ0051
 BZ0051                          STATION DESCRIPTION
 BZ0051
 BZ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0051'4.0 MI W FROM FAIRFIELD.
 BZ0051'4.0 MILES WEST ALONG FARM HIGHWAY NO.27 FROM THE JUNCTION WITH U.S.
 BZ0051'HIGHWAY NO.84 AT FAIRFIELD, 0.15 MILE EAST OF THE TOP OF A HILL, 48.9
 BZ0051'FEET NORTH OF THE CENTER OF THE HIGHWAY, 16.5 FEET WEST OF THE CENTER
 BZ0051'OF A WIRE GATE, 1.4 FEET EAST OF A WITNESS POST, 1.0 FOOT SOUTH OF A
 BZ0051'BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0051'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0679 ***********************************************************************
 BZ0679  DESIGNATION -  P 937
 BZ0679  PID         -  BZ0679
 BZ0679  STATE/COUNTY-  TX/NAVARRO
 BZ0679  USGS QUAD   -  COOLIDGE (1978)
 BZ0679
 BZ0679                         *CURRENT SURVEY CONTROL
 BZ0679  ___________________________________________________________________
 BZ0679* NAD 83(1986)-  31 51 03.     (N)    096 37 43.     (W)     SCALED    
 BZ0679* NAVD 88     -       146.900  (meters)     481.95   (feet)  ADJUSTED  
 BZ0679  ___________________________________________________________________
 BZ0679  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BZ0679  DYNAMIC HT  -         146.727 (meters)     481.39  (feet)  COMP
 BZ0679  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 BZ0679
 BZ0679  VERT ORDER  -  SECOND    CLASS 0
 BZ0679
 BZ0679.The horizontal coordinates were scaled from a topographic map and have
 BZ0679.an estimated accuracy of +/- 6 seconds.
 BZ0679
 BZ0679.The orthometric height was determined by differential leveling
 BZ0679.and adjusted by the National Geodetic Survey in June 1991..
 BZ0679
 BZ0679.The geoid height was determined by GEOID03.
 BZ0679
 BZ0679.The dynamic height is computed by dividing the NAVD 88
 BZ0679.geopotential number by the normal gravity value computed on the
 BZ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0679.degrees latitude (g = 980.6199 gals.).
 BZ0679
 BZ0679.The modeled gravity was interpolated from observed gravity values.
 BZ0679
 BZ0679;                    North         East    Units  Estimated Accuracy
 BZ0679;SPC TXNC     - 2,022,000.      777,130.      MT  (+/- 180 meters Scaled)
 BZ0679
 BZ0679                          SUPERSEDED SURVEY CONTROL
 BZ0679
 BZ0679  NGVD 29 (??/??/92)  146.879  (m)          481.89   (f) ADJ UNCH    2 0
 BZ0679
 BZ0679.Superseded values are not recommended for survey control.
 BZ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0679.See file dsdata.txt to determine how the superseded data were derived.
 BZ0679
 BZ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA243263(NAD 83)
 BZ0679_MARKER: DB = BENCH MARK DISK
 BZ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0679_STAMPING: P 937 1948
 BZ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0679+STABILITY: SURFACE MOTION
 BZ0679
 BZ0679  HISTORY     - Date     Condition        Report By
 BZ0679  HISTORY     - 1948     MONUMENTED       CGS
 BZ0679  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0679
 BZ0679                          STATION DESCRIPTION
 BZ0679
 BZ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0679'7.35 MI SE FROM DAWSON.
 BZ0679'4.15 MILES EAST ALONG FARM ROAD 709 FROM THE RAILWAY STATION AT
 BZ0679'DAWSON, THENCE 3.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT A ROAD
 BZ0679'INTERSECTION, 230.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 BZ0679'NORTHWEST-SOUTHEAST ROAD, 44.4 FEET SOUTHEAST OF THE EAST CORNER OF A
 BZ0679'FARMHOUSE, 38.1 FEET NORTHEAST OF THE CENTER LINE OF A SIDEWALK
 BZ0679'LEADING TO THE FARMHOUSE, 25.0 FEET NORTHWEST OF THE CENTER LINE OF A
 BZ0679'NORTHEAST-SOUTHWEST ROAD, 1.0 FOOT SOUTHEAST OF THE SOUTHEAST END OF
 BZ0679'AN ORNAMENTAL HEDGE ALONG THE NORTHEAST SIDE OF THE FARMHOUSE, SET IN
 BZ0679'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BZ0679
 BZ0679                          STATION RECOVERY (1965)
 BZ0679
 BZ0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0040 ***********************************************************************
 BZ0040  DESIGNATION -  P 938
 BZ0040  PID         -  BZ0040
 BZ0040  STATE/COUNTY-  TX/NAVARRO
 BZ0040  USGS QUAD   -  WORTHAM (1982)
 BZ0040
 BZ0040                         *CURRENT SURVEY CONTROL
 BZ0040  ___________________________________________________________________
 BZ0040* NAD 83(1986)-  31 49 25.     (N)    096 27 13.     (W)     SCALED    
 BZ0040* NAVD 88     -       124.503  (meters)     408.47   (feet)  ADJUSTED  
 BZ0040  ___________________________________________________________________
 BZ0040  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0040  DYNAMIC HT  -         124.356 (meters)     407.99  (feet)  COMP
 BZ0040  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 BZ0040
 BZ0040  VERT ORDER  -  SECOND    CLASS 0
 BZ0040
 BZ0040.The horizontal coordinates were scaled from a topographic map and have
 BZ0040.an estimated accuracy of +/- 6 seconds.
 BZ0040
 BZ0040.The orthometric height was determined by differential leveling
 BZ0040.and adjusted by the National Geodetic Survey in June 1991..
 BZ0040
 BZ0040.The geoid height was determined by GEOID03.
 BZ0040
 BZ0040.The dynamic height is computed by dividing the NAVD 88
 BZ0040.geopotential number by the normal gravity value computed on the
 BZ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0040.degrees latitude (g = 980.6199 gals.).
 BZ0040
 BZ0040.The modeled gravity was interpolated from observed gravity values.
 BZ0040
 BZ0040;                    North         East    Units  Estimated Accuracy
 BZ0040;SPC TXNC     - 2,019,290.      793,750.      MT  (+/- 180 meters Scaled)
 BZ0040
 BZ0040                          SUPERSEDED SURVEY CONTROL
 BZ0040
 BZ0040  NGVD 29 (??/??/92)  124.488  (m)          408.42   (f) ADJ UNCH    2 0
 BZ0040
 BZ0040.Superseded values are not recommended for survey control.
 BZ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0040.See file dsdata.txt to determine how the superseded data were derived.
 BZ0040
 BZ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA410237(NAD 83)
 BZ0040_MARKER: DB = BENCH MARK DISK
 BZ0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0040_SP_SET: ABUTMENT
 BZ0040_STAMPING: P 938 1948
 BZ0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0040
 BZ0040  HISTORY     - Date     Condition        Report By
 BZ0040  HISTORY     - 1948     MONUMENTED       CGS
 BZ0040  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0040  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0040
 BZ0040                          STATION DESCRIPTION
 BZ0040
 BZ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0040'2.15 MI N FROM WORTHAM.
 BZ0040'2.15 MILES NORTH ALONG STATE HIGHWAY NO.14 FROM THE CITY WATER TOWER
 BZ0040'AT WORTHAM, 85.2 FEET NORTHWEST OF MILEPOST 191 OF THE TEXAS AND NEW
 BZ0040'ORLEANS RAILROAD, 17.7 FEET WEST AND 0.4 FOOT ABOVE THE CENTER OF THE
 BZ0040'HIGHWAY, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A
 BZ0040'CONCRETE BRIDGE, 3.0 FEET WEST OF THE SOUTHWEST CORNER OF THE BRIDGE
 BZ0040'AND SET IN A DRILL HOLE.
 BZ0040
 BZ0040                          STATION RECOVERY (1963)
 BZ0040
 BZ0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0040'MARK NOT FOUND.
 BZ0040
 BZ0040                          STATION RECOVERY (2002)
 BZ0040
 BZ0040'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 BZ0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0065 ***********************************************************************
 BZ0065  DESIGNATION -  P 939
 BZ0065  PID         -  BZ0065
 BZ0065  STATE/COUNTY-  TX/FREESTONE
 BZ0065  USGS QUAD   -  WORTHAM (1982)
 BZ0065
 BZ0065                         *CURRENT SURVEY CONTROL
 BZ0065  ___________________________________________________________________
 BZ0065* NAD 83(1986)-  31 48 07.     (N)    096 28 02.     (W)     SCALED    
 BZ0065* NAVD 88     -       149.253  (meters)     489.67   (feet)  ADJUSTED  
 BZ0065  ___________________________________________________________________
 BZ0065  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0065  DYNAMIC HT  -         149.077 (meters)     489.10  (feet)  COMP
 BZ0065  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 BZ0065
 BZ0065  VERT ORDER  -  SECOND    CLASS 0
 BZ0065
 BZ0065.The horizontal coordinates were scaled from a topographic map and have
 BZ0065.an estimated accuracy of +/- 6 seconds.
 BZ0065
 BZ0065.The orthometric height was determined by differential leveling
 BZ0065.and adjusted by the National Geodetic Survey in June 1991..
 BZ0065
 BZ0065.The geoid height was determined by GEOID03.
 BZ0065
 BZ0065.The dynamic height is computed by dividing the NAVD 88
 BZ0065.geopotential number by the normal gravity value computed on the
 BZ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0065.degrees latitude (g = 980.6199 gals.).
 BZ0065
 BZ0065.The modeled gravity was interpolated from observed gravity values.
 BZ0065
 BZ0065;                    North         East    Units  Estimated Accuracy
 BZ0065;SPC TX C     - 3,243,080.    1,066,020.      MT  (+/- 180 meters Scaled)
 BZ0065
 BZ0065                          SUPERSEDED SURVEY CONTROL
 BZ0065
 BZ0065  NGVD 29 (??/??/92)  149.236  (m)          489.62   (f) ADJ UNCH    2 0
 BZ0065
 BZ0065.Superseded values are not recommended for survey control.
 BZ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0065.See file dsdata.txt to determine how the superseded data were derived.
 BZ0065
 BZ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA397212(NAD 83)
 BZ0065_MARKER: DB = BENCH MARK DISK
 BZ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0065_STAMPING: P 939 1948
 BZ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0065+STABILITY: SURFACE MOTION
 BZ0065
 BZ0065  HISTORY     - Date     Condition        Report By
 BZ0065  HISTORY     - 1948     MONUMENTED       CGS
 BZ0065  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0065
 BZ0065                          STATION DESCRIPTION
 BZ0065
 BZ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0065'0.7 MI NW FROM WORTHAM.
 BZ0065'0.25 MILE WEST ALONG A GRAVELED STREET FROM THE SOUTH ENTRANCE TO THE
 BZ0065'WORTHAM CEMETERY AT WORTHAM, THENCE 0.45 MILE NORTH ALONG A GRADED
 BZ0065'DIRT ROAD, 0.1 MILE EAST OF A T ROAD JUNCTION, 163.0 FEET SOUTHEAST OF
 BZ0065'A POINT IN LINE WITH A ROW OF TRANSMISSION LINE POLES, 32.7 FEET SOUTH
 BZ0065'OF A T FENCE CORNER, 23.0 FEET EAST OF THE CENTER LINE OF THE ROAD
 BZ0065'(MEASURED FROM THE SOUTH END OF A SHARP CURVE IN THE ROAD), 2.9 FEET
 BZ0065'NORTH OF A REFERENCE POST, 0.7 FOOT WEST OF A FENCE, SET IN THE TOP OF
 BZ0065'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BZ0065
 BZ0065                          STATION RECOVERY (2002)
 BZ0065
 BZ0065'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0493 ***********************************************************************
 AJ0493  DESIGNATION -  P 94
 AJ0493  PID         -  AJ0493
 AJ0493  STATE/COUNTY-  TX/WEBB
 AJ0493  USGS QUAD   -  BRUNI (1972)
 AJ0493
 AJ0493                         *CURRENT SURVEY CONTROL
 AJ0493  ___________________________________________________________________
 AJ0493* NAD 83(1986)-  27 25 16.     (N)    098 50 06.     (W)     SCALED    
 AJ0493* NAVD 88     -       237.051  (meters)     777.72   (feet)  ADJUSTED  
 AJ0493  ___________________________________________________________________
 AJ0493  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AJ0493  DYNAMIC HT  -         236.670 (meters)     776.47  (feet)  COMP
 AJ0493  MODELED GRAV-     979,035.0   (mgal)                       NAVD 88
 AJ0493
 AJ0493  VERT ORDER  -  FIRST     CLASS II
 AJ0493
 AJ0493.The horizontal coordinates were scaled from a topographic map and have
 AJ0493.an estimated accuracy of +/- 6 seconds.
 AJ0493
 AJ0493.The orthometric height was determined by differential leveling
 AJ0493.and adjusted by the National Geodetic Survey in June 1991..
 AJ0493
 AJ0493.The geoid height was determined by GEOID03.
 AJ0493
 AJ0493.The dynamic height is computed by dividing the NAVD 88
 AJ0493.geopotential number by the normal gravity value computed on the
 AJ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0493.degrees latitude (g = 980.6199 gals.).
 AJ0493
 AJ0493.The modeled gravity was interpolated from observed gravity values.
 AJ0493
 AJ0493;                    North         East    Units  Estimated Accuracy
 AJ0493;SPC TX S     - 5,194,420.      266,880.      MT  (+/- 180 meters Scaled)
 AJ0493
 AJ0493                          SUPERSEDED SURVEY CONTROL
 AJ0493
 AJ0493  NGVD 29 (??/??/92)  237.062  (m)          777.76   (f) ADJ UNCH    1 2
 AJ0493
 AJ0493.Superseded values are not recommended for survey control.
 AJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0493.See file dsdata.txt to determine how the superseded data were derived.
 AJ0493
 AJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR163330(NAD 83)
 AJ0493_MARKER: DB = BENCH MARK DISK
 AJ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0493_STAMPING: P 94 1933 777.761
 AJ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0493+STABILITY: SURFACE MOTION
 AJ0493
 AJ0493  HISTORY     - Date     Condition        Report By
 AJ0493  HISTORY     - 1933     MONUMENTED       CGS
 AJ0493  HISTORY     - 1934     GOOD             NGS
 AJ0493
 AJ0493                          STATION DESCRIPTION
 AJ0493
 AJ0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0493'IN BRUNI.
 AJ0493'ON THE TEXAS-MEXICAN RR. ABOUT 1/4 MILE E OF STATION BRUNI.  40 FT. W
 AJ0493'OF FENCE LINE.  35 FT. N OF TRACK.
 AJ0493
 AJ0493                          STATION RECOVERY (1934)
 AJ0493
 AJ0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0077 ***********************************************************************
 BZ0077  DESIGNATION -  P 940
 BZ0077  PID         -  BZ0077
 BZ0077  STATE/COUNTY-  TX/NAVARRO
 BZ0077  USGS QUAD   -  RICHLAND (1978)
 BZ0077
 BZ0077                         *CURRENT SURVEY CONTROL
 BZ0077  ___________________________________________________________________
 BZ0077* NAD 83(1986)-  31 56 49.     (N)    096 28 27.     (W)     SCALED    
 BZ0077* NAVD 88     -       114.544  (meters)     375.80   (feet)  ADJUSTED  
 BZ0077  ___________________________________________________________________
 BZ0077  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ0077  DYNAMIC HT  -         114.410 (meters)     375.36  (feet)  COMP
 BZ0077  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 BZ0077
 BZ0077  VERT ORDER  -  SECOND    CLASS 0
 BZ0077
 BZ0077.The horizontal coordinates were scaled from a topographic map and have
 BZ0077.an estimated accuracy of +/- 6 seconds.
 BZ0077
 BZ0077.The orthometric height was determined by differential leveling
 BZ0077.and adjusted by the National Geodetic Survey in June 1991..
 BZ0077
 BZ0077.The geoid height was determined by GEOID03.
 BZ0077
 BZ0077.The dynamic height is computed by dividing the NAVD 88
 BZ0077.geopotential number by the normal gravity value computed on the
 BZ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0077.degrees latitude (g = 980.6199 gals.).
 BZ0077
 BZ0077.The modeled gravity was interpolated from observed gravity values.
 BZ0077
 BZ0077;                    North         East    Units  Estimated Accuracy
 BZ0077;SPC TXNC     - 2,032,930.      791,540.      MT  (+/- 180 meters Scaled)
 BZ0077
 BZ0077                          SUPERSEDED SURVEY CONTROL
 BZ0077
 BZ0077  NGVD 29 (??/??/92)  114.531  (m)          375.76   (f) ADJ UNCH    2 0
 BZ0077
 BZ0077.Superseded values are not recommended for survey control.
 BZ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0077.See file dsdata.txt to determine how the superseded data were derived.
 BZ0077
 BZ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA387373(NAD 83)
 BZ0077_MARKER: DB = BENCH MARK DISK
 BZ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0077_STAMPING: P 940 1948
 BZ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0077+STABILITY: SURFACE MOTION
 BZ0077
 BZ0077  HISTORY     - Date     Condition        Report By
 BZ0077  HISTORY     - 1948     MONUMENTED       CGS
 BZ0077
 BZ0077                          STATION DESCRIPTION
 BZ0077
 BZ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0077'4.0 MI NW FROM RICHLAND.
 BZ0077'1.0 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BZ0077'RICHLAND, THENCE 3.0 MILES NORTHWEST ALONG A GRADED DIRT ROAD, ACROSS
 BZ0077'THE ROAD FROM AN ABANDONED FARMHOUSE AND BARN, 25.0 FEET NORTHEAST OF
 BZ0077'THE CENTER LINE OF THE ROAD, 8.0 FEET SOUTHEAST OF A GATE POST, 1.7
 BZ0077'FEET NORTHWEST OF A WITNESS POST, 1.4 FEET SOUTHWEST OF A FENCE, SET
 BZ0077'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BZ0077'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0721 ***********************************************************************
 DN0721  DESIGNATION -  P 941
 DN0721  PID         -  DN0721
 DN0721  STATE/COUNTY-  TX/DENTON
 DN0721  USGS QUAD   -  ARGYLE (1973)
 DN0721
 DN0721                         *CURRENT SURVEY CONTROL
 DN0721  ___________________________________________________________________
 DN0721* NAD 83(1993)-  33 00 16.14651(N)    097 13 38.40952(W)     ADJUSTED  
 DN0721* NAVD 88     -       195.763  (meters)     642.27   (feet)  ADJUSTED  
 DN0721  ___________________________________________________________________
 DN0721  X           -    -673,611.706 (meters)                     COMP
 DN0721  Y           -  -5,311,803.459 (meters)                     COMP
 DN0721  Z           -   3,454,467.380 (meters)                     COMP
 DN0721  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 DN0721  ELLIP HEIGHT-         168.12  (meters)          (10/24/00) GPS OBS
 DN0721  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DN0721  DYNAMIC HT  -         195.534 (meters)     641.51  (feet)  COMP
 DN0721  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 DN0721
 DN0721  HORZ ORDER  -  FIRST
 DN0721  VERT ORDER  -  SECOND    CLASS 0
 DN0721  ELLP ORDER  -  FOURTH    CLASS II
 DN0721
 DN0721.The horizontal coordinates were established by GPS observations
 DN0721.and adjusted by the National Geodetic Survey in February 1996..
 DN0721
 DN0721.The orthometric height was determined by differential leveling
 DN0721.and adjusted by the National Geodetic Survey in June 1991..
 DN0721
 DN0721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN0721
 DN0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0721
 DN0721.The ellipsoidal height was determined by GPS observations
 DN0721.and is referenced to NAD 83.
 DN0721
 DN0721.The geoid height was determined by GEOID03.
 DN0721
 DN0721.The dynamic height is computed by dividing the NAVD 88
 DN0721.geopotential number by the normal gravity value computed on the
 DN0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0721.degrees latitude (g = 980.6199 gals.).
 DN0721
 DN0721.The modeled gravity was interpolated from observed gravity values.
 DN0721
 DN0721;                    North         East     Units Scale Factor Converg.
 DN0721;SPC TXNC     - 2,149,070.532   718,910.509   MT  0.99987296   +0 41 38.8
 DN0721;SPC TXNC     - 7,050,742.24  2,358,625.56   sFT  0.99987296   +0 41 38.8
 DN0721;UTM  14      - 3,653,179.804   665,597.336   MT  0.99993812   +0 57 56.9
 DN0721
 DN0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0721!SPC TXNC     -   0.99997361  x   0.99987296  =   0.99984657
 DN0721!UTM  14      -   0.99997361  x   0.99993812  =   0.99991173
 DN0721
 DN0721                          SUPERSEDED SURVEY CONTROL
 DN0721
 DN0721  ELLIP H (02/20/96)  168.20   (m)                       GP(       ) 1 1
 DN0721  NAVD 88 (02/20/96)  195.76   (m)          642.3    (f) LEVELING    3  
 DN0721  NGVD 29 (??/??/92)  195.748  (m)          642.22   (f) ADJ UNCH    2 0
 DN0721
 DN0721.Superseded values are not recommended for survey control.
 DN0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0721.See file dsdata.txt to determine how the superseded data were derived.
 DN0721
 DN0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6559753180(NAD 83)
 DN0721_MARKER: DB = BENCH MARK DISK
 DN0721_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0721_SP_SET: BRIDGE ABUTMENT
 DN0721_STAMPING: P 941 1946
 DN0721_MARK LOGO: CGS   
 DN0721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0721+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0721
 DN0721  HISTORY     - Date     Condition        Report By
 DN0721  HISTORY     - 1946     MONUMENTED       CGS
 DN0721  HISTORY     - 1967     GOOD             NGS
 DN0721  HISTORY     - 19920907 GOOD             USPSQD
 DN0721  HISTORY     - 19941201 GOOD             NGS
 DN0721  HISTORY     - 19950629 GOOD             USPSQD
 DN0721  HISTORY     - 19980214 GOOD             USPSQD
 DN0721  HISTORY     - 20001121 GOOD             LOCSUR
 DN0721  HISTORY     - 20051031 GOOD             BOHAN
 DN0721
 DN0721                          STATION DESCRIPTION
 DN0721
 DN0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DN0721'0.4 MI N FROM ROANOKE.
 DN0721'0.4 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ROANOKE,
 DN0721'DENTON COUNTY, THENCE 0.1 MILE WEST ALONG STATE HIGHWAY 114, AT THE
 DN0721'INTERSECTION OF U.S. HIGHWAY 377, AT AN OVERPASS, AND IN THE TOP OF
 DN0721'THE EAST END OF THE SOUTH CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED
 DN0721'P 941 1946.
 DN0721
 DN0721                          STATION RECOVERY (1992)
 DN0721
 DN0721'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0721'RECOVERED IN GOOD CONDITION.
 DN0721
 DN0721                          STATION RECOVERY (1994)
 DN0721
 DN0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN0721'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) NORTH-NORTHEAST OF FORT
 DN0721'WORTH, IN THE NORTHWEST CORNER OF ROANOKE, AND IN THE SOUTHEAST BRIDGE
 DN0721'ABUTMENT OF THE U.S.  HIGHWAY 377 OVERPASS OF STATE HIGHWAY 114.
 DN0721'--OWNERSHIP-- DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM
 DN0721'THE JUNCTION OF INTERSTATE HIGHWAY 35W AND STATE HIGHWAY 114 ABOUT 30
 DN0721'KM (18.65 MI) NORTH OF FORT WORTH, GO EAST ON HIGHWAY 114 FOR 5.4 KM
 DN0721'(3.35 MI) TO A TRAFFIC LIGHT.  TURN RIGHT AND GO SOUTH ON NORTH OAK
 DN0721'STREET FOR 0.16 KM (0.10 MI) TO HOUSTON STREET.  TURN RIGHT AND GO
 DN0721'WEST ON HOUSTON STREET FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 377.
 DN0721'TURN RIGHT AND GO NORTH ON HIGHWAY 377 FOR 0.05 KM (0.05 MI) TO THE
 DN0721'SOUTH END OF A GUARD RAIL ON THE RIGHT.  PARK AND WALK NORTH FOR 20 M
 DN0721'(65.6 FT) TO THE SOUTHEAST CORNER OF THE BRIDGE AND THE STATION.  THE
 DN0721'STATION IS A STANDARD DISK SET INTO THE TOP OF THE SOUTHEAST BRIDGE
 DN0721'ABUTMENT WHICH IS ABOUT 0.5 M (1.6 FT) LOWER THAN THE LEVEL OF HIGHWAY
 DN0721'377.
 DN0721
 DN0721                          STATION RECOVERY (1995)
 DN0721
 DN0721'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0721'RECOVERED IN GOOD CONDITION.
 DN0721
 DN0721                          STATION RECOVERY (1998)
 DN0721
 DN0721'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0721'RECOVERED IN GOOD CONDITION.
 DN0721
 DN0721                          STATION RECOVERY (2000)
 DN0721
 DN0721'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JB)
 DN0721'RECOVERED AS DESCRIBED
 DN0721
 DN0721                          STATION RECOVERY (2005)
 DN0721
 DN0721'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1958 ***********************************************************************
 CS1958  DESIGNATION -  P 942 RESET 1959
 CS1958  PID         -  CS1958
 CS1958  STATE/COUNTY-  TX/TARRANT
 CS1958  USGS QUAD   -  COLLEYVILLE (1981)
 CS1958
 CS1958                         *CURRENT SURVEY CONTROL
 CS1958  ___________________________________________________________________
 CS1958* NAD 83(1986)-  32 53 01.     (N)    097 09 12.     (W)     SCALED    
 CS1958* NAVD 88     -       184.64   (+/-2cm)     605.8    (feet)  VERTCON   
 CS1958  ___________________________________________________________________
 CS1958  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CS1958
 CS1958  VERT ORDER  -  THIRD (See Below)
 CS1958
 CS1958.The horizontal coordinates were scaled from a topographic map and have
 CS1958.an estimated accuracy of +/- 6 seconds.
 CS1958
 CS1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1958.The vertical order pertains to the NGVD 29 superseded value.
 CS1958
 CS1958.The geoid height was determined by GEOID03.
 CS1958
 CS1958;                    North         East    Units  Estimated Accuracy
 CS1958;SPC TXNC     - 2,135,750.      726,000.      MT  (+/- 180 meters Scaled)
 CS1958
 CS1958                          SUPERSEDED SURVEY CONTROL
 CS1958
 CS1958  NGVD 29 (01/29/03)  184.62   (m)          605.7    (f) RESET       3  
 CS1958
 CS1958.Superseded values are not recommended for survey control.
 CS1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1958.See file dsdata.txt to determine how the superseded data were derived.
 CS1958
 CS1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB727398(NAD 83)
 CS1958_MARKER: DB = BENCH MARK DISK
 CS1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1958_STAMPING: P 942 RESET 1959
 CS1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1958+STABILITY: SURFACE MOTION
 CS1958
 CS1958  HISTORY     - Date     Condition        Report By
 CS1958  HISTORY     - 1959     MONUMENTED       CGS
 CS1958  HISTORY     - 20020620 MARK NOT FOUND   INDIV
 CS1958
 CS1958                          STATION DESCRIPTION
 CS1958
 CS1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CS1958'IN COLLEYVILLE.
 CS1958'ALONG THE SOUTHEAST SIDE OF STATE HIGHWAY NO. 121, IN THE NORTHEAST
 CS1958'SIDE OF COLLEYVILLE, ACROSS THE HIGHWAY EAST, ABOUT 150 YARDS EAST
 CS1958'FROM THE SINCLAIR STATION WHICH IS THE LAST STATION AT THE END OF THE
 CS1958'BUSINESS SECTION OF TOWN, ABOUT 50 YARDS EAST OF A CONCRETE CULVERT
 CS1958'UNDER THE HIGHWAY AND IN THE SOUTHEAST RIGHT-OF-WAY LINE AND THE POWER
 CS1958'LINE.  IT IS 10 FEET SOUTHWEST OF THE BASE OF A GUY WIRE AND ABOUT 30
 CS1958'FEET SOUTHWEST OF THE BRACED POWER POLE.  A STANDARD DISK STAMPED P
 CS1958'942 RESET 1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS1958
 CS1958                          STATION RECOVERY (2002)
 CS1958
 CS1958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1958'MARK IS BELIEVED TO HAVE BEEN LOST WHEN HWY 26 WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0700 ***********************************************************************
 DN0700  DESIGNATION -  P 945
 DN0700  PID         -  DN0700
 DN0700  STATE/COUNTY-  TX/DENTON
 DN0700  USGS QUAD   -  JUSTIN (1978)
 DN0700
 DN0700                         *CURRENT SURVEY CONTROL
 DN0700  ___________________________________________________________________
 DN0700* NAD 83(1986)-  33 06 04.     (N)    097 15 14.     (W)     SCALED    
 DN0700* NAVD 88     -       207.906  (meters)     682.10   (feet)  ADJUSTED  
 DN0700  ___________________________________________________________________
 DN0700  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DN0700  DYNAMIC HT  -         207.665 (meters)     681.31  (feet)  COMP
 DN0700  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 DN0700
 DN0700  VERT ORDER  -  SECOND    CLASS 0
 DN0700
 DN0700.The horizontal coordinates were scaled from a topographic map and have
 DN0700.an estimated accuracy of +/- 6 seconds.
 DN0700
 DN0700.The orthometric height was determined by differential leveling
 DN0700.and adjusted by the National Geodetic Survey in June 1991..
 DN0700
 DN0700.The geoid height was determined by GEOID03.
 DN0700
 DN0700.The dynamic height is computed by dividing the NAVD 88
 DN0700.geopotential number by the normal gravity value computed on the
 DN0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0700.degrees latitude (g = 980.6199 gals.).
 DN0700
 DN0700.The modeled gravity was interpolated from observed gravity values.
 DN0700
 DN0700;                    North         East    Units  Estimated Accuracy
 DN0700;SPC TXNC     - 2,159,760.      716,300.      MT  (+/- 180 meters Scaled)
 DN0700
 DN0700                          SUPERSEDED SURVEY CONTROL
 DN0700
 DN0700  NGVD 29 (??/??/92)  207.878  (m)          682.01   (f) ADJ UNCH    2 0
 DN0700
 DN0700.Superseded values are not recommended for survey control.
 DN0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0700.See file dsdata.txt to determine how the superseded data were derived.
 DN0700
 DN0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB629638(NAD 83)
 DN0700_MARKER: DB = BENCH MARK DISK
 DN0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0700_STAMPING: P 945 1946
 DN0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0700+STABILITY: SURFACE MOTION
 DN0700
 DN0700  HISTORY     - Date     Condition        Report By
 DN0700  HISTORY     - 1946     MONUMENTED       CGS
 DN0700  HISTORY     - 1960     GOOD             NGS
 DN0700  HISTORY     - 1985     MARK NOT FOUND   NGS
 DN0700  HISTORY     - 19920907 MARK NOT FOUND   USPSQD
 DN0700  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0700  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0700  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0700
 DN0700                          STATION DESCRIPTION
 DN0700
 DN0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0700'3.1 MI NE FROM JUSTIN.
 DN0700'3.1 MILES NORTHEAST OF JUSTIN, DENTON COUNTY.  THIS BENCH MARK MAY BE
 DN0700'REACHED FROM THE GULF, COLORADO AND SANTA FE RAILWAY STATION BY GOING
 DN0700'ONE BLOCK NORTH, THENCE 1.1 MILES EAST AND 2.0 MILES NORTHEAST ALONG
 DN0700'ROADS.  IT IS AT A ROAD INTERSECTION, 49.5 FEET SOUTH OF THE
 DN0700'CENTERLINE OF THE EAST-AND-WEST ROAD, 29.5 FEET WEST OF THE CENTERLINE
 DN0700'OF THE NORTH-AND-SOUTH ROAD, 39 FEET SOUTH OF AN REA POWER POLE, 1
 DN0700'FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE
 DN0700'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED P 945 1946 AND SET IN
 DN0700'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND. NOTE-- IT
 DN0700'IS ALONG F.M. ROAD NO. 407 AT A T-ROAD JUNCTION TO THE NORTH.
 DN0700
 DN0700                          STATION RECOVERY (1985)
 DN0700
 DN0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DN0700'MARK NOT FOUND.
 DN0700
 DN0700                          STATION RECOVERY (1992)
 DN0700
 DN0700'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0700'MARK NOT FOUND.
 DN0700
 DN0700                          STATION RECOVERY (1995)
 DN0700
 DN0700'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0700'MARK NOT FOUND.
 DN0700
 DN0700                          STATION RECOVERY (1998)
 DN0700
 DN0700'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0700'MARK NOT FOUND.
 DN0700
 DN0700                          STATION RECOVERY (2005)
 DN0700
 DN0700'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0707 ***********************************************************************
 DN0707  DESIGNATION -  P 946
 DN0707  PID         -  DN0707
 DN0707  STATE/COUNTY-  TX/DENTON
 DN0707  USGS QUAD   -  ARGYLE (1973)
 DN0707
 DN0707                         *CURRENT SURVEY CONTROL
 DN0707  ___________________________________________________________________
 DN0707* NAD 83(1986)-  33 07 13.     (N)    097 10 04.     (W)     SCALED    
 DN0707* NAVD 88     -       207.994  (meters)     682.39   (feet)  ADJUSTED  
 DN0707  ___________________________________________________________________
 DN0707  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DN0707  DYNAMIC HT  -         207.756 (meters)     681.61  (feet)  COMP
 DN0707  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 DN0707
 DN0707  VERT ORDER  -  SECOND    CLASS 0
 DN0707
 DN0707.The horizontal coordinates were scaled from a topographic map and have
 DN0707.an estimated accuracy of +/- 6 seconds.
 DN0707
 DN0707.The orthometric height was determined by differential leveling
 DN0707.and adjusted by the National Geodetic Survey in June 1991..
 DN0707
 DN0707.The geoid height was determined by GEOID03.
 DN0707
 DN0707.The dynamic height is computed by dividing the NAVD 88
 DN0707.geopotential number by the normal gravity value computed on the
 DN0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0707.degrees latitude (g = 980.6199 gals.).
 DN0707
 DN0707.The modeled gravity was interpolated from observed gravity values.
 DN0707
 DN0707;                    North         East    Units  Estimated Accuracy
 DN0707;SPC TXNC     - 2,161,980.      724,310.      MT  (+/- 180 meters Scaled)
 DN0707
 DN0707                          SUPERSEDED SURVEY CONTROL
 DN0707
 DN0707  NGVD 29 (??/??/92)  207.973  (m)          682.32   (f) ADJ UNCH    2 0
 DN0707
 DN0707.Superseded values are not recommended for survey control.
 DN0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0707.See file dsdata.txt to determine how the superseded data were derived.
 DN0707
 DN0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB709661(NAD 83)
 DN0707_MARKER: DB = BENCH MARK DISK
 DN0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0707_STAMPING: P 946 1946
 DN0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0707+STABILITY: SURFACE MOTION
 DN0707
 DN0707  HISTORY     - Date     Condition        Report By
 DN0707  HISTORY     - 1946     MONUMENTED       CGS
 DN0707  HISTORY     - 1959     GOOD             NGS
 DN0707  HISTORY     - 1980     GOOD             NGS
 DN0707  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0707  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0707
 DN0707                          STATION DESCRIPTION
 DN0707
 DN0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0707'1 MI E FROM ARGYLE.
 DN0707'TO REACH FROM ARGYLE, GO EAST ON A BLACK-TOP ROAD FROM THE SITE OF THE
 DN0707'OLD T. AND P. STATION, 1.0 MILE TO THE MARK ON THE RIGHT, 2 FEET NORTH
 DN0707'OF THE SOUTH RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A 4 X 4 POST, 10 FEET
 DN0707'EAST OF A CORNER POST, 11 YARDS WEST OF A GATE LEADING SOUTH TO A BARN
 DN0707'AND IN RANGE WITH THE WEST SIDE OF THE BARN.  A STANDARD DISK STAMPED
 DN0707'P 946 1946 IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES. THE OLD S
 DN0707'CURVE IN THE ROAD HAS BEEN STRAIGHTENED AT THIS POINT AND THE MARK IS
 DN0707'OUTSIDE THE ABANDONED SECTION OF THE OLD ROAD.
 DN0707
 DN0707                          STATION RECOVERY (1980)
 DN0707
 DN0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0707'THE MARK IS IN ARGYLE 0.05 MILE SOUTH OF THE POST OFFICE, ON THE WEST
 DN0707'SIDE OF U.S. HIGHWAY 377 ON THE NORTH END OF A CONCRETE HEADWALL OF A
 DN0707'CULVERT. THE MARK IS 27 FEET WEST OF THE CENTER OF THE HIGHWAY AND 72
 DN0707'FEET SOUTH OF THE CENTER OF A PAVED SIDE ROAD.
 DN0707
 DN0707                          STATION RECOVERY (1995)
 DN0707
 DN0707'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0707'MARK NOT FOUND.
 DN0707
 DN0707                          STATION RECOVERY (1998)
 DN0707
 DN0707'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0346 ***********************************************************************
 DN0346  DESIGNATION -  P 947
 DN0346  PID         -  DN0346
 DN0346  STATE/COUNTY-  TX/COLLIN
 DN0346  USGS QUAD   -  FRISCO (1981)
 DN0346
 DN0346                         *CURRENT SURVEY CONTROL
 DN0346  ___________________________________________________________________
 DN0346* NAD 83(1986)-  33 09 10.     (N)    096 50 24.     (W)     SCALED    
 DN0346* NAVD 88     -       188.259  (meters)     617.65   (feet)  ADJUSTED  
 DN0346  ___________________________________________________________________
 DN0346  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DN0346  DYNAMIC HT  -         188.050 (meters)     616.96  (feet)  COMP
 DN0346  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 DN0346
 DN0346  VERT ORDER  -  SECOND    CLASS 0
 DN0346
 DN0346.The horizontal coordinates were scaled from a topographic map and have
 DN0346.an estimated accuracy of +/- 6 seconds.
 DN0346
 DN0346.The orthometric height was determined by differential leveling
 DN0346.and adjusted by the National Geodetic Survey in June 1991..
 DN0346
 DN0346.The geoid height was determined by GEOID03.
 DN0346
 DN0346.The dynamic height is computed by dividing the NAVD 88
 DN0346.geopotential number by the normal gravity value computed on the
 DN0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0346.degrees latitude (g = 980.6199 gals.).
 DN0346
 DN0346.The modeled gravity was interpolated from observed gravity values.
 DN0346
 DN0346;                    North         East    Units  Estimated Accuracy
 DN0346;SPC TXNC     - 2,166,020.      754,840.      MT  (+/- 180 meters Scaled)
 DN0346
 DN0346                          SUPERSEDED SURVEY CONTROL
 DN0346
 DN0346  NGVD 29 (??/??/92)  188.273  (m)          617.69   (f) ADJ UNCH    2 0
 DN0346
 DN0346.Superseded values are not recommended for survey control.
 DN0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0346.See file dsdata.txt to determine how the superseded data were derived.
 DN0346
 DN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB014703(NAD 83)
 DN0346_MARKER: DB = BENCH MARK DISK
 DN0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0346_STAMPING: P 947 1946
 DN0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0346+STABILITY: SURFACE MOTION
 DN0346
 DN0346  HISTORY     - Date     Condition        Report By
 DN0346  HISTORY     - 1946     MONUMENTED       CGS
 DN0346  HISTORY     - 1960     GOOD             NGS
 DN0346  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0346  HISTORY     - 19910713 MARK NOT FOUND   USPSQD
 DN0346  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0346
 DN0346                          STATION DESCRIPTION
 DN0346
 DN0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0346'0.7 MI W FROM FRISCO.
 DN0346'0.7 MILE WEST ALONG F.M. ROAD NO. 720 FROM THE GRAIN ELEVATOR AND
 DN0346'RAILROAD CROSSING IN THE NORTHWEST SIDE OF FRISCO, IN THE NORTH
 DN0346'RIGHT-OF-WAY LINE OF THE HIGHWAY, AT THE SOUTHEAST CORNER OF THE YARD
 DN0346'AREA OF A WHITE FARM HOUSE.  IT IS 7 FEET WEST OF A POWER POLE, 2 FEET
 DN0346'WEST OF A 4 X 4 POST AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  A
 DN0346'STANDARD DISK STAMPED P 947 1946 IN A CONCRETE POST WHICH PROJECTS
 DN0346'ABOUT 4 INCHES.
 DN0346
 DN0346                          STATION RECOVERY (1991)
 DN0346
 DN0346'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0346'MARK NOT FOUND.
 DN0346
 DN0346                          STATION RECOVERY (1991)
 DN0346
 DN0346'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0346'MARK NOT FOUND.
 DN0346
 DN0346                          STATION RECOVERY (2005)
 DN0346
 DN0346'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0281 ***********************************************************************
 DN0281  DESIGNATION -  P 948
 DN0281  PID         -  DN0281
 DN0281  STATE/COUNTY-  TX/COLLIN
 DN0281  USGS QUAD   -  FRISCO (1981)
 DN0281
 DN0281                         *CURRENT SURVEY CONTROL
 DN0281  ___________________________________________________________________
 DN0281* NAD 83(1986)-  33 13 19.     (N)    096 48 37.     (W)     SCALED    
 DN0281* NAVD 88     -       195.054  (meters)     639.94   (feet)  ADJUSTED  
 DN0281  ___________________________________________________________________
 DN0281  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DN0281  DYNAMIC HT  -         194.841 (meters)     639.24  (feet)  COMP
 DN0281  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 DN0281
 DN0281  VERT ORDER  -  SECOND    CLASS 0
 DN0281
 DN0281.The horizontal coordinates were scaled from a topographic map and have
 DN0281.an estimated accuracy of +/- 6 seconds.
 DN0281
 DN0281.The orthometric height was determined by differential leveling
 DN0281.and adjusted by the National Geodetic Survey in June 1991..
 DN0281
 DN0281.The geoid height was determined by GEOID03.
 DN0281
 DN0281.The dynamic height is computed by dividing the NAVD 88
 DN0281.geopotential number by the normal gravity value computed on the
 DN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0281.degrees latitude (g = 980.6199 gals.).
 DN0281
 DN0281.The modeled gravity was interpolated from observed gravity values.
 DN0281
 DN0281;                    North         East    Units  Estimated Accuracy
 DN0281;SPC TXNC     - 2,173,730.      757,490.      MT  (+/- 180 meters Scaled)
 DN0281
 DN0281                          SUPERSEDED SURVEY CONTROL
 DN0281
 DN0281  NGVD 29 (??/??/92)  195.064  (m)          639.97   (f) ADJ UNCH    2 0
 DN0281
 DN0281.Superseded values are not recommended for survey control.
 DN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0281.See file dsdata.txt to determine how the superseded data were derived.
 DN0281
 DN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB040780(NAD 83)
 DN0281_MARKER: DB = BENCH MARK DISK
 DN0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0281_STAMPING: P 948 1946
 DN0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0281+STABILITY: SURFACE MOTION
 DN0281
 DN0281  HISTORY     - Date     Condition        Report By
 DN0281  HISTORY     - 1946     MONUMENTED       CGS
 DN0281  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0281  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0281
 DN0281                          STATION DESCRIPTION
 DN0281
 DN0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0281'0.9 MI S FROM PROSPER.
 DN0281'ABOUT 0.9 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0281'RAILROAD FROM THE STATION AT PROSPER, ABOUT 1 1/2 POLES NORTH OF MILE
 DN0281'POST 680-25, 45.0 FEET WEST OF AND ABOUT 5.0 FEET LOWER THAN THE
 DN0281'CENTER LINE OF THE TRACK, 52.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DN0281'OF BRIDGE NO. 680.8, 1.0 FOOT EAST OF THE RIGHT OF WAY FENCE AND 1.0
 DN0281'FOOT SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED P 948 1946
 DN0281'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 DN0281'GROUND.
 DN0281
 DN0281                          STATION RECOVERY (1994)
 DN0281
 DN0281'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0281'MARK NOT FOUND.
 DN0281
 DN0281                          STATION RECOVERY (2005)
 DN0281
 DN0281'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0686 ***********************************************************************
 DN0686  DESIGNATION -  P 949
 DN0686  PID         -  DN0686
 DN0686  STATE/COUNTY-  TX/DENTON
 DN0686  USGS QUAD   -  DENTON WEST (1960)
 DN0686
 DN0686                         *CURRENT SURVEY CONTROL
 DN0686  ___________________________________________________________________
 DN0686* NAD 83(1986)-  33 13 53.     (N)    097 12 48.     (W)     SCALED    
 DN0686* NAVD 88     -       201.072  (meters)     659.68   (feet)  ADJUSTED  
 DN0686  ___________________________________________________________________
 DN0686  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DN0686  DYNAMIC HT  -         200.845 (meters)     658.94  (feet)  COMP
 DN0686  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 DN0686
 DN0686  VERT ORDER  -  SECOND    CLASS 0
 DN0686
 DN0686.The horizontal coordinates were scaled from a topographic map and have
 DN0686.an estimated accuracy of +/- 6 seconds.
 DN0686
 DN0686.The orthometric height was determined by differential leveling
 DN0686.and adjusted by the National Geodetic Survey in June 1991..
 DN0686
 DN0686.The geoid height was determined by GEOID03.
 DN0686
 DN0686.The dynamic height is computed by dividing the NAVD 88
 DN0686.geopotential number by the normal gravity value computed on the
 DN0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0686.degrees latitude (g = 980.6199 gals.).
 DN0686
 DN0686.The modeled gravity was interpolated from observed gravity values.
 DN0686
 DN0686;                    North         East    Units  Estimated Accuracy
 DN0686;SPC TXNC     - 2,174,250.      719,910.      MT  (+/- 180 meters Scaled)
 DN0686
 DN0686                          SUPERSEDED SURVEY CONTROL
 DN0686
 DN0686  NGVD 29 (??/??/92)  201.045  (m)          659.60   (f) ADJ UNCH    2 0
 DN0686
 DN0686.Superseded values are not recommended for survey control.
 DN0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0686.See file dsdata.txt to determine how the superseded data were derived.
 DN0686
 DN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB664783(NAD 83)
 DN0686_MARKER: DB = BENCH MARK DISK
 DN0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0686_SP_SET: CULVERT
 DN0686_STAMPING: P 949 1946
 DN0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0686
 DN0686  HISTORY     - Date     Condition        Report By
 DN0686  HISTORY     - 1946     MONUMENTED       CGS
 DN0686  HISTORY     - 1960     GOOD             NGS
 DN0686  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0686  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 DN0686  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0686
 DN0686                          STATION DESCRIPTION
 DN0686
 DN0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0686'4.0 MI SE FROM KRUM.
 DN0686'1.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE FARMERS AND MERCHANTS
 DN0686'STATE BANK AT KRUM, DENTON COUNTY, THENCE 2.1 MILES EAST ALONG STATE
 DN0686'HIGHWAY 24.  AT A 4- BY 16-FOOT CONCRETE CULVERT, IN THE TOP OF THE
 DN0686'EAST END OF THE SOUTH HEADWALL, 20 FEET SOUTH OF THE CENTERLINE OF THE
 DN0686'HIGHWAY, AND 0.5 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 DN0686'STAMPED P 949 1946.
 DN0686
 DN0686                          STATION RECOVERY (1995)
 DN0686
 DN0686'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0686'MARK NOT FOUND.
 DN0686
 DN0686                          STATION RECOVERY (1998)
 DN0686
 DN0686'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0686'MARK NOT FOUND.
 DN0686
 DN0686                          STATION RECOVERY (2005)
 DN0686
 DN0686'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0687 ***********************************************************************
 DN0687  DESIGNATION -  P 949 RESET 1971
 DN0687  PID         -  DN0687
 DN0687  STATE/COUNTY-  TX/DENTON
 DN0687  USGS QUAD   -  DENTON WEST (1960)
 DN0687
 DN0687                         *CURRENT SURVEY CONTROL
 DN0687  ___________________________________________________________________
 DN0687* NAD 83(1986)-  33 13 53.     (N)    097 12 48.     (W)     SCALED    
 DN0687* NAVD 88     -       201.26   (+/-2cm)     660.3    (feet)  VERTCON   
 DN0687  ___________________________________________________________________
 DN0687  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DN0687
 DN0687  VERT ORDER  -  THIRD (See Below)
 DN0687
 DN0687.The horizontal coordinates were scaled from a topographic map and have
 DN0687.an estimated accuracy of +/- 6 seconds.
 DN0687
 DN0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0687.The vertical order pertains to the NGVD 29 superseded value.
 DN0687
 DN0687.The geoid height was determined by GEOID03.
 DN0687
 DN0687;                    North         East    Units  Estimated Accuracy
 DN0687;SPC TXNC     - 2,174,250.      719,910.      MT  (+/- 180 meters Scaled)
 DN0687
 DN0687                          SUPERSEDED SURVEY CONTROL
 DN0687
 DN0687  NGVD 29 (01/29/03)  201.23   (m)          660.2    (f) RESET       3  
 DN0687
 DN0687.Superseded values are not recommended for survey control.
 DN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0687.See file dsdata.txt to determine how the superseded data were derived.
 DN0687
 DN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB664783(NAD 83)
 DN0687_MARKER: DB = BENCH MARK DISK
 DN0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0687_SP_SET: CULVERT
 DN0687_STAMPING: P 949 RESET 1971
 DN0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0687+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0687
 DN0687  HISTORY     - Date     Condition        Report By
 DN0687  HISTORY     - 1971     MONUMENTED       TXHD
 DN0687  HISTORY     - 1973     GOOD             NGS
 DN0687  HISTORY     - 1979     GOOD             NGS
 DN0687  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 DN0687  HISTORY     - 20051031 GOOD             BOHAN
 DN0687
 DN0687                          STATION DESCRIPTION
 DN0687
 DN0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DN0687'1.9 MI S FROM KRUM.
 DN0687'1.9 MILES SOUTH ALONG F.M. 156 FROM THE FARMERS AND MERCHANTS STATE
 DN0687'BANK AT KRUM, DENTON COUNTY, THENCE 2.1 MILES EAST ALONG STATE HIGHWAY
 DN0687'380 AT A 3-6 X 3 X 84 FT. CONCRETE CULVERT, IN THE TOP OF THE CENTER
 DN0687'NORTH HEADWALL, 41 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2.0
 DN0687'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 949 RESET
 DN0687'1971.
 DN0687
 DN0687                          STATION RECOVERY (1979)
 DN0687
 DN0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DN0687'RECOVERED IN GOOD CONDITION.
 DN0687
 DN0687                          STATION RECOVERY (1998)
 DN0687
 DN0687'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0687'MARK NOT FOUND.
 DN0687
 DN0687                          STATION RECOVERY (2005)
 DN0687
 DN0687'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0386 ***********************************************************************
 CR0386  DESIGNATION -  P 95
 CR0386  PID         -  CR0386
 CR0386  STATE/COUNTY-  TX/SMITH
 CR0386  USGS QUAD   -  BULLARD (1973)
 CR0386
 CR0386                         *CURRENT SURVEY CONTROL
 CR0386  ___________________________________________________________________
 CR0386* NAD 83(1986)-  32 08 01.     (N)    095 18 54.     (W)     SCALED    
 CR0386* NAVD 88     -       151.825  (meters)     498.11   (feet)  ADJUSTED  
 CR0386  ___________________________________________________________________
 CR0386  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR0386  DYNAMIC HT  -         151.644 (meters)     497.52  (feet)  COMP
 CR0386  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 CR0386
 CR0386  VERT ORDER  -  FIRST     CLASS II
 CR0386
 CR0386.The horizontal coordinates were scaled from a topographic map and have
 CR0386.an estimated accuracy of +/- 6 seconds.
 CR0386
 CR0386.The orthometric height was determined by differential leveling
 CR0386.and adjusted by the National Geodetic Survey in June 1991..
 CR0386
 CR0386.The geoid height was determined by GEOID03.
 CR0386
 CR0386.The dynamic height is computed by dividing the NAVD 88
 CR0386.geopotential number by the normal gravity value computed on the
 CR0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0386.degrees latitude (g = 980.6199 gals.).
 CR0386
 CR0386.The modeled gravity was interpolated from observed gravity values.
 CR0386
 CR0386;                    North         East    Units  Estimated Accuracy
 CR0386;SPC TXNC     - 2,056,340.      900,480.      MT  (+/- 180 meters Scaled)
 CR0386
 CR0386                          SUPERSEDED SURVEY CONTROL
 CR0386
 CR0386  NGVD 29 (??/??/92)  151.845  (m)          498.18   (f) ADJ UNCH    1 2
 CR0386
 CR0386.Superseded values are not recommended for survey control.
 CR0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0386.See file dsdata.txt to determine how the superseded data were derived.
 CR0386
 CR0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR816575(NAD 83)
 CR0386_MARKER: DB = BENCH MARK DISK
 CR0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0386_STAMPING: 497.965 P 95 1933
 CR0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0386+STABILITY: SURFACE MOTION
 CR0386
 CR0386  HISTORY     - Date     Condition        Report By
 CR0386  HISTORY     - 1933     MONUMENTED       CGS
 CR0386  HISTORY     - 1959     GOOD             NGS
 CR0386  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR0386  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0386
 CR0386                          STATION DESCRIPTION
 CR0386
 CR0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0386'0.5 MI S FROM BULLARD.
 CR0386'0.5 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0386'JACKSONVILLE, CHEROKEE COUNTY, 5 POLES NORTH OF POLE 564-0, AND 35
 CR0386'FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED 497.965 P 95 1933
 CR0386'AND SET IN THE TOP OF A CONCRETE POST.
 CR0386
 CR0386                          STATION RECOVERY (1972)
 CR0386
 CR0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CR0386'MARK NOT FOUND.
 CR0386
 CR0386                          STATION RECOVERY (1991)
 CR0386
 CR0386'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 CR0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0952 ***********************************************************************
 CS0952  DESIGNATION -  P 950
 CS0952  PID         -  CS0952
 CS0952  STATE/COUNTY-  TX/NAVARRO
 CS0952  USGS QUAD   -  CORBET (1978)
 CS0952
 CS0952                         *CURRENT SURVEY CONTROL
 CS0952  ___________________________________________________________________
 CS0952* NAD 83(1986)-  32 01 07.     (N)    096 36 19.     (W)     SCALED    
 CS0952* NAVD 88     -       131.886  (meters)     432.70   (feet)  ADJUSTED  
 CS0952  ___________________________________________________________________
 CS0952  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CS0952  DYNAMIC HT  -         131.732 (meters)     432.19  (feet)  COMP
 CS0952  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CS0952
 CS0952  VERT ORDER  -  SECOND    CLASS 0
 CS0952
 CS0952.The horizontal coordinates were scaled from a topographic map and have
 CS0952.an estimated accuracy of +/- 6 seconds.
 CS0952
 CS0952.The orthometric height was determined by differential leveling
 CS0952.and adjusted by the National Geodetic Survey in June 1991..
 CS0952
 CS0952.The geoid height was determined by GEOID03.
 CS0952
 CS0952.The dynamic height is computed by dividing the NAVD 88
 CS0952.geopotential number by the normal gravity value computed on the
 CS0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0952.degrees latitude (g = 980.6199 gals.).
 CS0952
 CS0952.The modeled gravity was interpolated from observed gravity values.
 CS0952
 CS0952;                    North         East    Units  Estimated Accuracy
 CS0952;SPC TXNC     - 2,040,640.      779,000.      MT  (+/- 180 meters Scaled)
 CS0952
 CS0952                          SUPERSEDED SURVEY CONTROL
 CS0952
 CS0952  NGVD 29 (??/??/92)  131.872  (m)          432.65   (f) ADJ UNCH    2 0
 CS0952
 CS0952.Superseded values are not recommended for survey control.
 CS0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0952.See file dsdata.txt to determine how the superseded data were derived.
 CS0952
 CS0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA261450(NAD 83)
 CS0952_MARKER: DB = BENCH MARK DISK
 CS0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0952_STAMPING: P 950 1946
 CS0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0952+STABILITY: SURFACE MOTION
 CS0952
 CS0952  HISTORY     - Date     Condition        Report By
 CS0952  HISTORY     - 1946     MONUMENTED       CGS
 CS0952
 CS0952                          STATION DESCRIPTION
 CS0952
 CS0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0952'6.2 MI NW FROM CORBET.
 CS0952'TO REACH FROM THE MODEL COTTON GIN AT CORBET GO SOUTHWEST 0.5 MILE
 CS0952'ALONG A PAVED ROAD, THENCE WESTERLY 1.8 MILES ALONG A GRADED DIRT
 CS0952'ROAD, THENCE NORTH 1.7 MILES ALONG A GRADED DIRT ROAD, THENCE WEST 0.7
 CS0952'MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 1.5 MILES ALONG A GRADED
 CS0952'DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF TWO
 CS0952'GRADED DIET ROADS, 29.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 CS0952'LINE OF THE NORTH-SOUTH ROAD, 60.0 FEET SOUTH OF THE CENTER LINE OF
 CS0952'THE EAST-WEST ROAD, 29.0 FEET SOUTH OF A FENCE CORNER, 3.0 FEET SOUTH
 CS0952'OF A REA POWER POLE 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT NORTH OF A 4
 CS0952'X 4 IN. MARKER POST.  A BRONZE DISK STAMPED P 950 1946 SET IN THE TOP
 CS0952'OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0639 ***********************************************************************
 BZ0639  DESIGNATION -  P 951
 BZ0639  PID         -  BZ0639
 BZ0639  STATE/COUNTY-  TX/NAVARRO
 BZ0639  USGS QUAD   -  DAWSON (1978)
 BZ0639
 BZ0639                         *CURRENT SURVEY CONTROL
 BZ0639  ___________________________________________________________________
 BZ0639* NAD 83(1986)-  31 57 09.     (N)    096 43 15.     (W)     SCALED    
 BZ0639* NAVD 88     -       123.833  (meters)     406.28   (feet)  ADJUSTED  
 BZ0639  ___________________________________________________________________
 BZ0639  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BZ0639  DYNAMIC HT  -         123.687 (meters)     405.80  (feet)  COMP
 BZ0639  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 BZ0639
 BZ0639  VERT ORDER  -  SECOND    CLASS 0
 BZ0639
 BZ0639.The horizontal coordinates were scaled from a topographic map and have
 BZ0639.an estimated accuracy of +/- 6 seconds.
 BZ0639
 BZ0639.The orthometric height was determined by differential leveling
 BZ0639.and adjusted by the National Geodetic Survey in June 1991..
 BZ0639
 BZ0639.The geoid height was determined by GEOID03.
 BZ0639
 BZ0639.The dynamic height is computed by dividing the NAVD 88
 BZ0639.geopotential number by the normal gravity value computed on the
 BZ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0639.degrees latitude (g = 980.6199 gals.).
 BZ0639
 BZ0639.The modeled gravity was interpolated from observed gravity values.
 BZ0639
 BZ0639;                    North         East    Units  Estimated Accuracy
 BZ0639;SPC TXNC     - 2,033,120.      768,210.      MT  (+/- 180 meters Scaled)
 BZ0639
 BZ0639                          SUPERSEDED SURVEY CONTROL
 BZ0639
 BZ0639  NGVD 29 (??/??/92)  123.807  (m)          406.19   (f) ADJ UNCH    2 0
 BZ0639
 BZ0639.Superseded values are not recommended for survey control.
 BZ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0639.See file dsdata.txt to determine how the superseded data were derived.
 BZ0639
 BZ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA154374(NAD 83)
 BZ0639_MARKER: DB = BENCH MARK DISK
 BZ0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0639_STAMPING: P 951 1946
 BZ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0639+STABILITY: SURFACE MOTION
 BZ0639
 BZ0639  HISTORY     - Date     Condition        Report By
 BZ0639  HISTORY     - 1946     MONUMENTED       CGS
 BZ0639  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0639
 BZ0639                          STATION DESCRIPTION
 BZ0639
 BZ0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0639'4.8 MI N FROM DAWSON.
 BZ0639'TO REACH FROM THE HIGH SCHOOL BUILDING AT DAWSON GO EAST 0.2 MILE
 BZ0639'ALONG A GRAVELED STREET, THENCE NORTH 1.7 MILES ALONG A GRADED DIRT
 BZ0639'ROAD, THENCE EAST 1.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTH 1.3
 BZ0639'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS IN A
 BZ0639'FENCE CORNER ABOUT 59 YARDS SOUTHWEST OF A STEEL BRIDGE, 43.0 FEET
 BZ0639'EAST OF A TWENTY INCH OAK TREE, 31.0 FEET WEST OF AND ABOUT LEVEL WITH
 BZ0639'THE CENTER LINE OF THE ROAD, 4.0 FEET NORTHWEST OF A FENCE CORNER AND
 BZ0639'1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED P
 BZ0639'951 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 BZ0639'ABOVE GROUND.
 BZ0639
 BZ0639                          STATION RECOVERY (2002)
 BZ0639
 BZ0639'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 BZ0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0873 ***********************************************************************
 CS0873  DESIGNATION -  P 952
 CS0873  PID         -  CS0873
 CS0873  STATE/COUNTY-  TX/NAVARRO
 CS0873  USGS QUAD   -  EMHOUSE (1978)
 CS0873
 CS0873                         *CURRENT SURVEY CONTROL
 CS0873  ___________________________________________________________________
 CS0873* NAD 83(1986)-  32 11 39.     (N)    096 36 54.     (W)     SCALED    
 CS0873* NAVD 88     -       122.171  (meters)     400.82   (feet)  ADJUSTED  
 CS0873  ___________________________________________________________________
 CS0873  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS0873  DYNAMIC HT  -         122.029 (meters)     400.36  (feet)  COMP
 CS0873  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 CS0873
 CS0873  VERT ORDER  -  SECOND    CLASS 0
 CS0873
 CS0873.The horizontal coordinates were scaled from a topographic map and have
 CS0873.an estimated accuracy of +/- 6 seconds.
 CS0873
 CS0873.The orthometric height was determined by differential leveling
 CS0873.and adjusted by the National Geodetic Survey in June 1991..
 CS0873
 CS0873.The geoid height was determined by GEOID03.
 CS0873
 CS0873.The dynamic height is computed by dividing the NAVD 88
 CS0873.geopotential number by the normal gravity value computed on the
 CS0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0873.degrees latitude (g = 980.6199 gals.).
 CS0873
 CS0873.The modeled gravity was interpolated from observed gravity values.
 CS0873
 CS0873;                    North         East    Units  Estimated Accuracy
 CS0873;SPC TXNC     - 2,060,090.      777,730.      MT  (+/- 180 meters Scaled)
 CS0873
 CS0873                          SUPERSEDED SURVEY CONTROL
 CS0873
 CS0873  NGVD 29 (??/??/92)  122.166  (m)          400.81   (f) ADJ UNCH    2 0
 CS0873
 CS0873.Superseded values are not recommended for survey control.
 CS0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0873.See file dsdata.txt to determine how the superseded data were derived.
 CS0873
 CS0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA248644(NAD 83)
 CS0873_MARKER: DB = BENCH MARK DISK
 CS0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0873_STAMPING: P 952 1946
 CS0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0873+STABILITY: SURFACE MOTION
 CS0873
 CS0873  HISTORY     - Date     Condition        Report By
 CS0873  HISTORY     - 1946     MONUMENTED       CGS
 CS0873
 CS0873                          STATION DESCRIPTION
 CS0873
 CS0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0873'4.1 MI NW FROM EMHOUSE.
 CS0873'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0873'EMHOUSE GO NORTHWEST 3.0 MILES ALONG A PAVED ROAD, THENCE
 CS0873'SOUTHWESTERLY 1.1 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 CS0873'BENCH MARK IS 112.0 FEET NORTH OF THE NORTH END OF A SMALL WOODEN
 CS0873'BRIDGE, 36.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 CS0873'ROAD, 7.0 FEET SOUTH OF A REA POWER POLE, 1.0 FOOT NORTH OF A 4 IN. X
 CS0873'4 IN. MARKER POST.  A BRONZE DISK STAMPED P 952 1946 SET IN THE TOP OF
 CS0873'A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0895 ***********************************************************************
 CS0895  DESIGNATION -  P 953
 CS0895  PID         -  CS0895
 CS0895  STATE/COUNTY-  TX/ELLIS
 CS0895  USGS QUAD   -  AVALON (1976)
 CS0895
 CS0895                         *CURRENT SURVEY CONTROL
 CS0895  ___________________________________________________________________
 CS0895* NAD 83(1986)-  32 11 31.     (N)    096 48 42.     (W)     SCALED    
 CS0895* NAVD 88     -       138.673  (meters)     454.96   (feet)  ADJUSTED  
 CS0895  ___________________________________________________________________
 CS0895  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS0895  DYNAMIC HT  -         138.509 (meters)     454.42  (feet)  COMP
 CS0895  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 CS0895
 CS0895  VERT ORDER  -  SECOND    CLASS 0
 CS0895
 CS0895.The horizontal coordinates were scaled from a topographic map and have
 CS0895.an estimated accuracy of +/- 6 seconds.
 CS0895
 CS0895.The orthometric height was determined by differential leveling
 CS0895.and adjusted by the National Geodetic Survey in June 1991..
 CS0895
 CS0895.The geoid height was determined by GEOID03.
 CS0895
 CS0895.The dynamic height is computed by dividing the NAVD 88
 CS0895.geopotential number by the normal gravity value computed on the
 CS0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0895.degrees latitude (g = 980.6199 gals.).
 CS0895
 CS0895.The modeled gravity was interpolated from observed gravity values.
 CS0895
 CS0895;                    North         East    Units  Estimated Accuracy
 CS0895;SPC TXNC     - 2,059,530.      759,190.      MT  (+/- 180 meters Scaled)
 CS0895
 CS0895                          SUPERSEDED SURVEY CONTROL
 CS0895
 CS0895  NGVD 29 (??/??/92)  138.662  (m)          454.93   (f) ADJ UNCH    2 0
 CS0895
 CS0895.Superseded values are not recommended for survey control.
 CS0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0895.See file dsdata.txt to determine how the superseded data were derived.
 CS0895
 CS0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA062638(NAD 83)
 CS0895_MARKER: DB = BENCH MARK DISK
 CS0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0895_STAMPING: P 953 1946
 CS0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0895+STABILITY: SURFACE MOTION
 CS0895
 CS0895  HISTORY     - Date     Condition        Report By
 CS0895  HISTORY     - 1946     MONUMENTED       CGS
 CS0895  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0895
 CS0895                          STATION DESCRIPTION
 CS0895
 CS0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0895'1.5 MI W FROM AVALON.
 CS0895'TO REACH FROM THE POST OFFICE AT AVALON GO WESTERLY 1.5 MILES ALONG
 CS0895'STATE HIGHWAY NO. 34 TO SITE OF MARK, BENCH MARK IS 47.0 FEET WEST OF
 CS0895'AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY, 52.0
 CS0895'FEET NORTH OF A FENCE CORNER, 73.6 FEET NORTH-NORTHWEST OF THE NORTH
 CS0895'END OF A CONCRETE TUBE CULVERT, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT
 CS0895'SOUTH OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED P 953
 CS0895'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 CS0895'GROUND.
 CS0895
 CS0895                          STATION RECOVERY (1965)
 CS0895
 CS0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0822 ***********************************************************************
 CS0822  DESIGNATION -  P 954
 CS0822  PID         -  CS0822
 CS0822  STATE/COUNTY-  TX/NAVARRO
 CS0822  USGS QUAD   -  EMHOUSE (1978)
 CS0822
 CS0822                         *CURRENT SURVEY CONTROL
 CS0822  ___________________________________________________________________
 CS0822* NAD 83(1986)-  32 11 19.     (N)    096 35 31.     (W)     SCALED    
 CS0822* NAVD 88     -       129.337  (meters)     424.33   (feet)  ADJUSTED  
 CS0822  ___________________________________________________________________
 CS0822  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CS0822  DYNAMIC HT  -         129.187 (meters)     423.84  (feet)  COMP
 CS0822  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 CS0822
 CS0822  VERT ORDER  -  SECOND    CLASS 0
 CS0822
 CS0822.The horizontal coordinates were scaled from a topographic map and have
 CS0822.an estimated accuracy of +/- 6 seconds.
 CS0822
 CS0822.The orthometric height was determined by differential leveling
 CS0822.and adjusted by the National Geodetic Survey in June 1991..
 CS0822
 CS0822.The geoid height was determined by GEOID03.
 CS0822
 CS0822.The dynamic height is computed by dividing the NAVD 88
 CS0822.geopotential number by the normal gravity value computed on the
 CS0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0822.degrees latitude (g = 980.6199 gals.).
 CS0822
 CS0822.The modeled gravity was interpolated from observed gravity values.
 CS0822
 CS0822;                    North         East    Units  Estimated Accuracy
 CS0822;SPC TXNC     - 2,059,510.      779,920.      MT  (+/- 180 meters Scaled)
 CS0822
 CS0822                          SUPERSEDED SURVEY CONTROL
 CS0822
 CS0822  NGVD 29 (??/??/92)  129.333  (m)          424.32   (f) ADJ UNCH    2 0
 CS0822
 CS0822.Superseded values are not recommended for survey control.
 CS0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0822.See file dsdata.txt to determine how the superseded data were derived.
 CS0822
 CS0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA270638(NAD 83)
 CS0822_MARKER: DB = BENCH MARK DISK
 CS0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0822_STAMPING: P 954 1946
 CS0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0822+STABILITY: SURFACE MOTION
 CS0822
 CS0822  HISTORY     - Date     Condition        Report By
 CS0822  HISTORY     - 1946     MONUMENTED       CGS
 CS0822  HISTORY     - 1961     GOOD             USGS
 CS0822
 CS0822                          STATION DESCRIPTION
 CS0822
 CS0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0822'2.9 MI NW FROM EMHOUSE.
 CS0822'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0822'EMHOUSE GO NORTHWEST 2.9 MILES ALONG A PAVED ROAD TO SITE OF MARK,
 CS0822'BENCH MARK IS 32.0 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 CS0822'LINE OF THE ROAD, 26.0 FEET SOUTHWEST OF THE NORTHWEST END OF A THREE
 CS0822'FOOT CORRUGATED IRON CULVERT, 9.0 FEET WEST OF A FENCE CORNER AND 1.0
 CS0822'FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED P 954
 CS0822'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 CS0822'GROUND.
 CS0822
 CS0822                          STATION RECOVERY (1961)
 CS0822
 CS0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0837 ***********************************************************************
 CS0837  DESIGNATION -  P 955
 CS0837  PID         -  CS0837
 CS0837  STATE/COUNTY-  TX/ELLIS
 CS0837  USGS QUAD   -  FORRESTON (1978)
 CS0837
 CS0837                         *CURRENT SURVEY CONTROL
 CS0837  ___________________________________________________________________
 CS0837* NAD 83(1986)-  32 19 29.     (N)    096 45 26.     (W)     SCALED    
 CS0837* NAVD 88     -       143.112  (meters)     469.53   (feet)  ADJUSTED  
 CS0837  ___________________________________________________________________
 CS0837  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CS0837  DYNAMIC HT  -         142.944 (meters)     468.98  (feet)  COMP
 CS0837  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 CS0837
 CS0837  VERT ORDER  -  SECOND    CLASS 0
 CS0837
 CS0837.The horizontal coordinates were scaled from a topographic map and have
 CS0837.an estimated accuracy of +/- 6 seconds.
 CS0837
 CS0837.The orthometric height was determined by differential leveling
 CS0837.and adjusted by the National Geodetic Survey in June 1991..
 CS0837
 CS0837.The geoid height was determined by GEOID03.
 CS0837
 CS0837.The dynamic height is computed by dividing the NAVD 88
 CS0837.geopotential number by the normal gravity value computed on the
 CS0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0837.degrees latitude (g = 980.6199 gals.).
 CS0837
 CS0837.The modeled gravity was interpolated from observed gravity values.
 CS0837
 CS0837;                    North         East    Units  Estimated Accuracy
 CS0837;SPC TXNC     - 2,074,330.      764,080.      MT  (+/- 180 meters Scaled)
 CS0837
 CS0837                          SUPERSEDED SURVEY CONTROL
 CS0837
 CS0837  NGVD 29 (??/??/92)  143.104  (m)          469.50   (f) ADJ UNCH    2 0
 CS0837
 CS0837.Superseded values are not recommended for survey control.
 CS0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0837.See file dsdata.txt to determine how the superseded data were derived.
 CS0837
 CS0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA111786(NAD 83)
 CS0837_MARKER: DB = BENCH MARK DISK
 CS0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0837_STAMPING: P 955 1946
 CS0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0837+STABILITY: SURFACE MOTION
 CS0837
 CS0837  HISTORY     - Date     Condition        Report By
 CS0837  HISTORY     - 1946     MONUMENTED       CGS
 CS0837
 CS0837                          STATION DESCRIPTION
 CS0837
 CS0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0837'0.7 MI SE FROM REAGOR SPRINGS.
 CS0837'ABOUT 0.7 MILE SOUTHEAST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0837'FROM THE STATION AT REAGOR SPRINGS, 83.0 FEET NORTHEAST OF AND ACROSS
 CS0837'TRACKS FROM MILE POST 264, 36.5 FEET EAST-NORTHEAST OF AND ABOUT 3.0
 CS0837'FEET LOWER THAN THE CENTER LINE OF THE TRACK, 3.0 FEET SOUTH OF A
 CS0837'FENCE CORNER AND 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE
 CS0837'DISK STAMPED P 955 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 CS0837'PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0791 ***********************************************************************
 CS0791  DESIGNATION -  P 956
 CS0791  PID         -  CS0791
 CS0791  STATE/COUNTY-  TX/ELLIS
 CS0791  USGS QUAD   -  PALMER (1978)
 CS0791
 CS0791                         *CURRENT SURVEY CONTROL
 CS0791  ___________________________________________________________________
 CS0791* NAD 83(1986)-  32 22 54.     (N)    096 38 56.     (W)     SCALED    
 CS0791* NAVD 88     -       156.405  (meters)     513.14   (feet)  ADJUSTED  
 CS0791  ___________________________________________________________________
 CS0791  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CS0791  DYNAMIC HT  -         156.224 (meters)     512.54  (feet)  COMP
 CS0791  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 CS0791
 CS0791  VERT ORDER  -  SECOND    CLASS 0
 CS0791
 CS0791.The horizontal coordinates were scaled from a topographic map and have
 CS0791.an estimated accuracy of +/- 6 seconds.
 CS0791
 CS0791.The orthometric height was determined by differential leveling
 CS0791.and adjusted by the National Geodetic Survey in June 1991..
 CS0791
 CS0791.The geoid height was determined by GEOID03.
 CS0791
 CS0791.The dynamic height is computed by dividing the NAVD 88
 CS0791.geopotential number by the normal gravity value computed on the
 CS0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0791.degrees latitude (g = 980.6199 gals.).
 CS0791
 CS0791.The modeled gravity was interpolated from observed gravity values.
 CS0791
 CS0791;                    North         East    Units  Estimated Accuracy
 CS0791;SPC TXNC     - 2,080,820.      774,170.      MT  (+/- 180 meters Scaled)
 CS0791
 CS0791                          SUPERSEDED SURVEY CONTROL
 CS0791
 CS0791  NGVD 29 (??/??/92)  156.404  (m)          513.14   (f) ADJ UNCH    2 0
 CS0791
 CS0791.Superseded values are not recommended for survey control.
 CS0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0791.See file dsdata.txt to determine how the superseded data were derived.
 CS0791
 CS0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA211851(NAD 83)
 CS0791_MARKER: DB = BENCH MARK DISK
 CS0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0791_SP_SET: CULVERT
 CS0791_STAMPING: P 956 1946
 CS0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0791
 CS0791  HISTORY     - Date     Condition        Report By
 CS0791  HISTORY     - 1946     MONUMENTED       CGS
 CS0791
 CS0791                          STATION DESCRIPTION
 CS0791
 CS0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0791'3.5 MI S FROM PALMER.
 CS0791'3.5 MILES SOUTH ALONG U. S. HIGHWAY NO. 75 FROM THE TEXAS AND NEW
 CS0791'ORLEANS RAILROAD STATION AT PALMER, TEXAS.  4.0 MILES NORTH ALONG THE
 CS0791'U. S. HIGHWAY NO. 75 FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION
 CS0791'AT ENNIS, TEXAS.  18.3 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 CS0791'CENTER LINE OF U. S. HIGHWAY NO. 75.  A BRONZE DISK SET HORIZONTALLY
 CS0791'IN THE MIDDLE OF THE WEST HEADWALL OF A 4X4 FOOT CULVERT.  STAMPED P
 CS0791'956 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0810 ***********************************************************************
 CS0810  DESIGNATION -  P 958 RESET 1965
 CS0810  PID         -  CS0810
 CS0810  STATE/COUNTY-  TX/ELLIS
 CS0810  USGS QUAD   -  BRISTOL (1962)
 CS0810
 CS0810                         *CURRENT SURVEY CONTROL
 CS0810  ___________________________________________________________________
 CS0810* NAD 83(1986)-  32 28 37.     (N)    096 31 50.     (W)     SCALED    
 CS0810* NAVD 88     -       115.50   (+/-2cm)     378.9    (feet)  VERTCON   
 CS0810  ___________________________________________________________________
 CS0810  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CS0810
 CS0810  VERT ORDER  -  THIRD (See Below)
 CS0810
 CS0810.The horizontal coordinates were scaled from a topographic map and have
 CS0810.an estimated accuracy of +/- 6 seconds.
 CS0810
 CS0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0810.The vertical order pertains to the NGVD 29 superseded value.
 CS0810
 CS0810.The geoid height was determined by GEOID03.
 CS0810
 CS0810;                    North         East    Units  Estimated Accuracy
 CS0810;SPC TXNC     - 2,091,590.      785,100.      MT  (+/- 180 meters Scaled)
 CS0810
 CS0810                          SUPERSEDED SURVEY CONTROL
 CS0810
 CS0810  NGVD 29 (01/29/03)  115.51   (m)          379.0    (f) RESET       3  
 CS0810
 CS0810.Superseded values are not recommended for survey control.
 CS0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0810.See file dsdata.txt to determine how the superseded data were derived.
 CS0810
 CS0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA320959(NAD 83)
 CS0810_MARKER: DB = BENCH MARK DISK
 CS0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0810_STAMPING: P 958 RESET 1965
 CS0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0810+STABILITY: SURFACE MOTION
 CS0810
 CS0810  HISTORY     - Date     Condition        Report By
 CS0810  HISTORY     - 1965     MONUMENTED       CGS
 CS0810  HISTORY     - 20020126 GOOD             USPSQD
 CS0810
 CS0810                          STATION DESCRIPTION
 CS0810
 CS0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CS0810'2.8 MI NE FROM BRISTOL.
 CS0810'TO REACH FROM THE POST OFFICE IN BRISTOL, GO NORTHEAST 0.2 MILE ALONG
 CS0810'F M HIGHWAY 660, THENCE KEEP STRAIGHT AHEAD, EAST, 0.35 MILE ALONG A
 CS0810'BLACKTOP ROAD, THENCE KEEP STRAIGHT AHEAD, EASTERLY, 2.25 MILES TO
 CS0810'SITE OF BENCH MARK.  50 FEET SOUTH OF THE CENTER LINE AND ABOUT 6 FEET
 CS0810'HIGHER THAN THE CENTER OF THE ROAD, 100 FEET EAST OF THE CENTER OF A
 CS0810'GATE, 30 FEET SOUTHEAST OF A POWER LINE POLE, AND 1 FOOT WEST OF A
 CS0810'METAL WITNESS POST.  THE BENCH MARK IS ACROSS THE ROAD, SOUTH, OF THE
 CS0810'HOME AND ON LAND OWNED BY MR. CARL AMUNDSON.  A STANDARD DISK SET IN A
 CS0810'12 X 12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
 CS0810
 CS0810                          STATION RECOVERY (2002)
 CS0810
 CS0810'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0224 ***********************************************************************
 CS0224  DESIGNATION -  P 959
 CS0224  PID         -  CS0224
 CS0224  STATE/COUNTY-  TX/KAUFMAN
 CS0224  USGS QUAD   -  SCURRY (1973)
 CS0224
 CS0224                         *CURRENT SURVEY CONTROL
 CS0224  ___________________________________________________________________
 CS0224* NAD 83(1986)-  32 36 02.     (N)    096 26 12.     (W)     SCALED    
 CS0224* NAVD 88     -       122.222  (meters)     400.99   (feet)  ADJUSTED  
 CS0224  ___________________________________________________________________
 CS0224  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0224  DYNAMIC HT  -         122.086 (meters)     400.54  (feet)  COMP
 CS0224  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 CS0224
 CS0224  VERT ORDER  -  SECOND    CLASS 0
 CS0224
 CS0224.The horizontal coordinates were scaled from a topographic map and have
 CS0224.an estimated accuracy of +/- 6 seconds.
 CS0224
 CS0224.The orthometric height was determined by differential leveling
 CS0224.and adjusted by the National Geodetic Survey in June 1991..
 CS0224
 CS0224.The geoid height was determined by GEOID03.
 CS0224
 CS0224.The dynamic height is computed by dividing the NAVD 88
 CS0224.geopotential number by the normal gravity value computed on the
 CS0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0224.degrees latitude (g = 980.6199 gals.).
 CS0224
 CS0224.The modeled gravity was interpolated from observed gravity values.
 CS0224
 CS0224;                    North         East    Units  Estimated Accuracy
 CS0224;SPC TXNC     - 2,105,460.      793,660.      MT  (+/- 180 meters Scaled)
 CS0224
 CS0224                          SUPERSEDED SURVEY CONTROL
 CS0224
 CS0224  NGVD 29 (??/??/92)  122.235  (m)          401.03   (f) ADJ UNCH    2 0
 CS0224
 CS0224.Superseded values are not recommended for survey control.
 CS0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0224.See file dsdata.txt to determine how the superseded data were derived.
 CS0224
 CS0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB405099(NAD 83)
 CS0224_MARKER: DB = BENCH MARK DISK
 CS0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0224_STAMPING: P 959 1946
 CS0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0224+STABILITY: SURFACE MOTION
 CS0224
 CS0224  HISTORY     - Date     Condition        Report By
 CS0224  HISTORY     - 1946     MONUMENTED       CGS
 CS0224
 CS0224                          STATION DESCRIPTION
 CS0224
 CS0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0224'2.2 MI SE FROM CRANDALL.
 CS0224'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0224'CRANDALL, GO EAST 1 BLOCK, THENCE SOUTHEAST 2.2 MILES ALONG A GRAVEL
 CS0224'ROAD TO THE SITE OF THE MARK.  THE BENCH MARK IS IN A SCHOOLYARD, 47.3
 CS0224'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 33.5
 CS0224'FEET NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 2.5 FEET
 CS0224'SOUTH OF AN R.E.A. POWER POLE, 1 FOOT NORTH OF A WHITE 4X4 MARKER
 CS0224'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS0224'3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0819 ***********************************************************************
 CR0819  DESIGNATION -  P 96
 CR0819  PID         -  CR0819
 CR0819  STATE/COUNTY-  TX/WOOD
 CR0819  USGS QUAD   -  CALVARY (1981)
 CR0819
 CR0819                         *CURRENT SURVEY CONTROL
 CR0819  ___________________________________________________________________
 CR0819* NAD 83(1986)-  32 46 27.     (N)    095 37 07.     (W)     SCALED    
 CR0819* NAVD 88     -       129.785  (meters)     425.80   (feet)  ADJUSTED  
 CR0819  ___________________________________________________________________
 CR0819  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CR0819  DYNAMIC HT  -         129.639 (meters)     425.32  (feet)  COMP
 CR0819  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 CR0819
 CR0819  VERT ORDER  -  FIRST     CLASS II
 CR0819
 CR0819.The horizontal coordinates were scaled from a topographic map and have
 CR0819.an estimated accuracy of +/- 6 seconds.
 CR0819
 CR0819.The orthometric height was determined by differential leveling
 CR0819.and adjusted by the National Geodetic Survey in June 1991..
 CR0819
 CR0819.The geoid height was determined by GEOID03.
 CR0819
 CR0819.The dynamic height is computed by dividing the NAVD 88
 CR0819.geopotential number by the normal gravity value computed on the
 CR0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0819.degrees latitude (g = 980.6199 gals.).
 CR0819
 CR0819.The modeled gravity was interpolated from observed gravity values.
 CR0819
 CR0819;                    North         East    Units  Estimated Accuracy
 CR0819;SPC TXNC     - 2,126,510.      869,890.      MT  (+/- 180 meters Scaled)
 CR0819
 CR0819                          SUPERSEDED SURVEY CONTROL
 CR0819
 CR0819  NGVD 29 (??/??/92)  129.804  (m)          425.87   (f) ADJ UNCH    1 2
 CR0819
 CR0819.Superseded values are not recommended for survey control.
 CR0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0819.See file dsdata.txt to determine how the superseded data were derived.
 CR0819
 CR0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS547292(NAD 83)
 CR0819_MARKER: DB = BENCH MARK DISK
 CR0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0819_SP_SET: CULVERT
 CR0819_STAMPING: P 96 1933
 CR0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0819
 CR0819  HISTORY     - Date     Condition        Report By
 CR0819  HISTORY     - 1933     MONUMENTED       CGS
 CR0819  HISTORY     - 1959     GOOD             NGS
 CR0819  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0819
 CR0819                          STATION DESCRIPTION
 CR0819
 CR0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0819'1.55 MI SE FROM ALBA.
 CR0819'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE
 CR0819'AT ALBA, THENCE ABOUT 0.2 MILE SOUTH ALONG FARM ROAD 17, THENCE ABOUT
 CR0819'0.9 MILE SOUTHEAST ALONG THE ABANDONED RAILROAD GRADE, 30 FEET
 CR0819'SOUTHWEST OF THE CENTER LINE OF THE RAILROAD GRADE, IN THE TOP OF THE
 CR0819'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A LARGE DOUBLE
 CR0819'CHANNEL CULVERT, ABOUT 0.15 MILE SOUTHEAST OF TWO STORAGE TANKS, AND
 CR0819'ABOUT 10 FEET BELOW THE LEVEL OF THE RAILROAD GRADE.
 CR0819
 CR0819                          STATION RECOVERY (1995)
 CR0819
 CR0819'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0241 ***********************************************************************
 CS0241  DESIGNATION -  P 960
 CS0241  PID         -  CS0241
 CS0241  STATE/COUNTY-  TX/KAUFMAN
 CS0241  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0241
 CS0241                         *CURRENT SURVEY CONTROL
 CS0241  ___________________________________________________________________
 CS0241* NAD 83(1986)-  32 38 57.     (N)    096 23 03.     (W)     SCALED    
 CS0241* NAVD 88     -       125.197  (meters)     410.75   (feet)  ADJUSTED  
 CS0241  ___________________________________________________________________
 CS0241  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0241  DYNAMIC HT  -         125.058 (meters)     410.29  (feet)  COMP
 CS0241  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 CS0241
 CS0241  VERT ORDER  -  SECOND    CLASS 0
 CS0241
 CS0241.The horizontal coordinates were scaled from a topographic map and have
 CS0241.an estimated accuracy of +/- 6 seconds.
 CS0241
 CS0241.The orthometric height was determined by differential leveling
 CS0241.and adjusted by the National Geodetic Survey in June 1991..
 CS0241
 CS0241.The geoid height was determined by GEOID03.
 CS0241
 CS0241.The dynamic height is computed by dividing the NAVD 88
 CS0241.geopotential number by the normal gravity value computed on the
 CS0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0241.degrees latitude (g = 980.6199 gals.).
 CS0241
 CS0241.The modeled gravity was interpolated from observed gravity values.
 CS0241
 CS0241;                    North         East    Units  Estimated Accuracy
 CS0241;SPC TXNC     - 2,110,950.      798,480.      MT  (+/- 180 meters Scaled)
 CS0241
 CS0241                          SUPERSEDED SURVEY CONTROL
 CS0241
 CS0241  NGVD 29 (??/??/92)  125.204  (m)          410.77   (f) ADJ UNCH    2 0
 CS0241
 CS0241.Superseded values are not recommended for survey control.
 CS0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0241.See file dsdata.txt to determine how the superseded data were derived.
 CS0241
 CS0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB453154(NAD 83)
 CS0241_MARKER: DB = BENCH MARK DISK
 CS0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0241_STAMPING: P 960 1946
 CS0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0241+STABILITY: SURFACE MOTION
 CS0241
 CS0241  HISTORY     - Date     Condition        Report By
 CS0241  HISTORY     - 1946     MONUMENTED       CGS
 CS0241  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0241
 CS0241                          STATION DESCRIPTION
 CS0241
 CS0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0241'6.4 MI NE FROM CRANDALL.
 CS0241'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0241'CRANDALL, GO EAST ABOUT 0.4 MILES ALONG U.S. HIGHWAY NO. 175, THENCE
 CS0241'NORTHEAST 3.9 MILES, THENCE SOUTHEAST 0.1 MILES, THENCE SOUTHWEST 0.2
 CS0241'MILES THENCE SOUTHEAST 1.8 MILES ALONG AN UNIMPROVED ROAD TO THE SITE
 CS0241'OF THE MARK.  BENCH MARK 42 FEET SOUTH OF THE SOUTH END OF A 30 FOOT
 CS0241'STEEL BRIDGE, 12 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 CS0241'ROAD, 1 FOOT EAST OF A 4 X 4 MARKER POST, AND ON THE TOP OF A LEVEE. A
 CS0241'BRONZE DISC STAMPED P 960 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS0241'WHICH PROJECTS 4 INCHES.
 CS0241
 CS0241                          STATION RECOVERY (1961)
 CS0241
 CS0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0262 ***********************************************************************
 AY0262  DESIGNATION -  P 962
 AY0262  PID         -  AY0262
 AY0262  STATE/COUNTY-  TX/BEXAR
 AY0262  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0262
 AY0262                         *CURRENT SURVEY CONTROL
 AY0262  ___________________________________________________________________
 AY0262* NAD 83(1986)-  29 27 13.     (N)    098 28 19.     (W)     SCALED    
 AY0262* NAVD 88     -       203.047  (meters)     666.16   (feet)  ADJUSTED  
 AY0262  ___________________________________________________________________
 AY0262  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AY0262  DYNAMIC HT  -         202.751 (meters)     665.19  (feet)  COMP
 AY0262  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AY0262
 AY0262  VERT ORDER  -  FIRST     CLASS II
 AY0262
 AY0262.The horizontal coordinates were scaled from a topographic map and have
 AY0262.an estimated accuracy of +/- 6 seconds.
 AY0262
 AY0262.The orthometric height was determined by differential leveling
 AY0262.and adjusted by the National Geodetic Survey in June 1991..
 AY0262
 AY0262.The geoid height was determined by GEOID03.
 AY0262
 AY0262.The dynamic height is computed by dividing the NAVD 88
 AY0262.geopotential number by the normal gravity value computed on the
 AY0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0262.degrees latitude (g = 980.6199 gals.).
 AY0262
 AY0262.The modeled gravity was interpolated from observed gravity values.
 AY0262
 AY0262;                    North         East    Units  Estimated Accuracy
 AY0262;SPC TXSC     - 4,179,690.      651,220.      MT  (+/- 180 meters Scaled)
 AY0262
 AY0262                          SUPERSEDED SURVEY CONTROL
 AY0262
 AY0262  NGVD 29 (??/??/92)  202.926  (m)          665.77   (f) ADJ UNCH    1 2
 AY0262
 AY0262.Superseded values are not recommended for survey control.
 AY0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0262.See file dsdata.txt to determine how the superseded data were derived.
 AY0262
 AY0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT512583(NAD 83)
 AY0262_MARKER: DB = BENCH MARK DISK
 AY0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0262_SP_SET: STEP
 AY0262_STAMPING: P 962 1946
 AY0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0262
 AY0262  HISTORY     - Date     Condition        Report By
 AY0262  HISTORY     - 1946     MONUMENTED       CGS
 AY0262  HISTORY     - 1952     GOOD             LOCENG
 AY0262  HISTORY     - 1989     GOOD             USPSQD
 AY0262  HISTORY     - 19990213 GOOD             USPSQD
 AY0262
 AY0262                          STATION DESCRIPTION
 AY0262
 AY0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0262'IN SAN ANTONIO.
 AY0262'AT SAN ANTONIO, ALONG BROADWAY BLVD., AT LIONS FIELD, 50.9 FEET SOUTH
 AY0262'OF THE CENTERLINE OF HUMPHREY AVE. EXTENDED WESTWARD ACROSS BROADWAY,
 AY0262'25.6 FEET WEST OF THE WEST CURB OF BROADWAY, DIRECTLY IN FRONT OF THE
 AY0262'STONE CLUB HOUSE OF THE LIONS CLUB, SET IN THE TOP OF THE SECOND AND
 AY0262'TOP STEP OF THE STONE FOUNDATION FOR THE LION MONUMENT, 3.5 FEET SOUTH
 AY0262'OF THE NORTHEAST CORNER OF THE STEP, ABOUT 1.0 FOOT ABOVE THE GROUND.
 AY0262
 AY0262                          STATION RECOVERY (1952)
 AY0262
 AY0262'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 AY0262'RECOVERED IN GOOD CONDITION.
 AY0262
 AY0262                          STATION RECOVERY (1989)
 AY0262
 AY0262'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0262'RECOVERED IN GOOD CONDITION.
 AY0262
 AY0262                          STATION RECOVERY (1999)
 AY0262
 AY0262'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0256 ***********************************************************************
 AY0256  DESIGNATION -  P 963
 AY0256  PID         -  AY0256
 AY0256  STATE/COUNTY-  TX/BEXAR
 AY0256  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0256
 AY0256                         *CURRENT SURVEY CONTROL
 AY0256  ___________________________________________________________________
 AY0256* NAD 83(1986)-  29 28 06.     (N)    098 28 43.     (W)     SCALED    
 AY0256* NAVD 88     -       242.087  (meters)     794.25   (feet)  ADJUSTED  
 AY0256  ___________________________________________________________________
 AY0256  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AY0256  DYNAMIC HT  -         241.735 (meters)     793.09  (feet)  COMP
 AY0256  MODELED GRAV-     979,185.3   (mgal)                       NAVD 88
 AY0256
 AY0256  VERT ORDER  -  FIRST     CLASS II
 AY0256
 AY0256.The horizontal coordinates were scaled from a topographic map and have
 AY0256.an estimated accuracy of +/- 6 seconds.
 AY0256
 AY0256.The orthometric height was determined by differential leveling
 AY0256.and adjusted by the National Geodetic Survey in June 1991..
 AY0256
 AY0256.The geoid height was determined by GEOID03.
 AY0256
 AY0256.The dynamic height is computed by dividing the NAVD 88
 AY0256.geopotential number by the normal gravity value computed on the
 AY0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0256.degrees latitude (g = 980.6199 gals.).
 AY0256
 AY0256.The modeled gravity was interpolated from observed gravity values.
 AY0256
 AY0256;                    North         East    Units  Estimated Accuracy
 AY0256;SPC TXSC     - 4,181,310.      650,570.      MT  (+/- 180 meters Scaled)
 AY0256
 AY0256                          SUPERSEDED SURVEY CONTROL
 AY0256
 AY0256  NGVD 29 (??/??/92)  241.965  (m)          793.85   (f) ADJ UNCH    1 2
 AY0256
 AY0256.Superseded values are not recommended for survey control.
 AY0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0256.See file dsdata.txt to determine how the superseded data were derived.
 AY0256
 AY0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT505599(NAD 83)
 AY0256_MARKER: DD = SURVEY DISK
 AY0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0256_STAMPING: P 963 1946
 AY0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0256+STABILITY: SURFACE MOTION
 AY0256
 AY0256  HISTORY     - Date     Condition        Report By
 AY0256  HISTORY     - 1946     MONUMENTED
 AY0256  HISTORY     - 1946     GOOD             NGS
 AY0256  HISTORY     - 19950426 GOOD             USPSQD
 AY0256
 AY0256                          STATION DESCRIPTION
 AY0256
 AY0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0256'IN SAN ANTONIO.
 AY0256'AT SAN ANTONIO, 0.1 MILE NORTH ALONG DEVINE ROAD FROM HILDEBRAND
 AY0256'AVENUE, 185.0 FEET SOUTH OF THE CENTER LINE OF IRONWOOD ROAD, 110.0
 AY0256'FEET SOUTH OF THE TOP OF A HILL, 27.5 FEET EAST OF THE CENTER LINE OF
 AY0256'DEVINE ROAD, SET IN THE TOP OF A 1-FOOT CIRCULAR CONCRETE POST
 AY0256'SURROUNDED BY A 2-FOOT CONCRETE PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 AY0256'GROUND AND WHICH HAS AN IRON COVER.
 AY0256
 AY0256                          STATION RECOVERY (1995)
 AY0256
 AY0256'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0501 ***********************************************************************
 CR0501  DESIGNATION -  P 964
 CR0501  PID         -  CR0501
 CR0501  STATE/COUNTY-  TX/SMITH
 CR0501  USGS QUAD   -  CHANDLER (1973)
 CR0501
 CR0501                         *CURRENT SURVEY CONTROL
 CR0501  ___________________________________________________________________
 CR0501* NAD 83(1986)-  32 21 56.     (N)    095 25 44.     (W)     SCALED    
 CR0501* NAVD 88     -       149.376  (meters)     490.08   (feet)  ADJUSTED  
 CR0501  ___________________________________________________________________
 CR0501  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CR0501  DYNAMIC HT  -         149.201 (meters)     489.50  (feet)  COMP
 CR0501  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 CR0501
 CR0501  VERT ORDER  -  SECOND    CLASS 0
 CR0501
 CR0501.The horizontal coordinates were scaled from a topographic map and have
 CR0501.an estimated accuracy of +/- 6 seconds.
 CR0501
 CR0501.The orthometric height was determined by differential leveling
 CR0501.and adjusted by the National Geodetic Survey in June 1991..
 CR0501
 CR0501.The geoid height was determined by GEOID03.
 CR0501
 CR0501.The dynamic height is computed by dividing the NAVD 88
 CR0501.geopotential number by the normal gravity value computed on the
 CR0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0501.degrees latitude (g = 980.6199 gals.).
 CR0501
 CR0501.The modeled gravity was interpolated from observed gravity values.
 CR0501
 CR0501;                    North         East    Units  Estimated Accuracy
 CR0501;SPC TXNC     - 2,081,730.      888,980.      MT  (+/- 180 meters Scaled)
 CR0501
 CR0501                          SUPERSEDED SURVEY CONTROL
 CR0501
 CR0501  NGVD 29 (??/??/92)  149.402  (m)          490.16   (f) ADJ UNCH    2 0
 CR0501
 CR0501.Superseded values are not recommended for survey control.
 CR0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0501.See file dsdata.txt to determine how the superseded data were derived.
 CR0501
 CR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR714835(NAD 83)
 CR0501_MARKER: DB = BENCH MARK DISK
 CR0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0501_STAMPING: P 964 1948
 CR0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0501+STABILITY: SURFACE MOTION
 CR0501
 CR0501  HISTORY     - Date     Condition        Report By
 CR0501  HISTORY     - 1948     MONUMENTED       CGS
 CR0501  HISTORY     - 1966     MARK NOT FOUND   USGS
 CR0501  HISTORY     - 19910429 MARK NOT FOUND   USPSQD
 CR0501  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0501
 CR0501                          STATION DESCRIPTION
 CR0501
 CR0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0501'5.95 MI W FROM TYLER.
 CR0501'5.95 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF STATE
 CR0501'HIGHWAY 31 AT THE WEST EDGE OF TYLER, 188.9 FEET NORTH NORTHEAST OF
 CR0501'AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF THE RESIDENCE OF
 CR0501'R. MEADOR, 166.0 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM A
 CR0501'14-INCH LOCUST TREE, 40.8 FEET NORTH OF THE CENTER LINE OF THE
 CR0501'HIGHWAY, 1.4 FEET WEST OF A REFERENCE POST, 0.9 FOOT NORTH OF A FENCE,
 CR0501'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CR0501'GROUND.
 CR0501
 CR0501                          STATION RECOVERY (1966)
 CR0501
 CR0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CR0501'MARK NOT FOUND.
 CR0501
 CR0501                          STATION RECOVERY (1991)
 CR0501
 CR0501'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 CR0501'MARK NOT FOUND.
 CR0501
 CR0501                          STATION RECOVERY (2004)
 CR0501
 CR0501'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0755 ***********************************************************************
 CR0755  DESIGNATION -  P 965 RESET 1958
 CR0755  PID         -  CR0755
 CR0755  STATE/COUNTY-  TX/VAN ZANDT
 CR0755  USGS QUAD   -  MARTINS MILL (1984)
 CR0755
 CR0755                         *CURRENT SURVEY CONTROL
 CR0755  ___________________________________________________________________
 CR0755* NAD 83(1986)-  32 29 44.     (N)    095 46 22.     (W)     SCALED    
 CR0755* NAVD 88     -       166.68   (+/-2cm)     546.8    (feet)  VERTCON   
 CR0755  ___________________________________________________________________
 CR0755  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CR0755
 CR0755  VERT ORDER  -  THIRD (See Below)
 CR0755
 CR0755.The horizontal coordinates were scaled from a topographic map and have
 CR0755.an estimated accuracy of +/- 6 seconds.
 CR0755
 CR0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0755.The vertical order pertains to the NGVD 29 superseded value.
 CR0755
 CR0755.The geoid height was determined by GEOID03.
 CR0755
 CR0755;                    North         East    Units  Estimated Accuracy
 CR0755;SPC TXNC     - 2,095,240.      856,260.      MT  (+/- 180 meters Scaled)
 CR0755
 CR0755                          SUPERSEDED SURVEY CONTROL
 CR0755
 CR0755  NGVD 29 (??/??/??)  166.69   (m)          546.9    (f) RESET       3  
 CR0755
 CR0755.Superseded values are not recommended for survey control.
 CR0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0755.See file dsdata.txt to determine how the superseded data were derived.
 CR0755
 CR0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR394987(NAD 83)
 CR0755_MARKER: DB = BENCH MARK DISK
 CR0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0755_STAMPING: P 965 RESET 1958
 CR0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0755+STABILITY: SURFACE MOTION
 CR0755
 CR0755  HISTORY     - Date     Condition        Report By
 CR0755  HISTORY     - 1958     MONUMENTED       CGS
 CR0755  HISTORY     - 19950912 POOR             USPSQD
 CR0755
 CR0755                          STATION DESCRIPTION
 CR0755
 CR0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CR0755'5.25 MI NW FROM BEN WHEELER.
 CR0755'5.25 MILES NORTHWEST ALONG STATE HIGHWAY NO.64 FROM THE POST OFFICE IN
 CR0755'BEN WHEELER, 9 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY LINE OF
 CR0755'THE HIGHWAY, 6 FEET NORTH OF A 30 INCH OAK TREE, AND IN THE SOUTHWEST
 CR0755'CORNER OF AN OLD FARM YARD.  A STANDARD DISK STAMPED P 965 RESET 1958
 CR0755'IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 CR0755
 CR0755                          STATION RECOVERY (1995)
 CR0755
 CR0755'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0755'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1556 ***********************************************************************
 BY1556  DESIGNATION -  P 966
 BY1556  PID         -  BY1556
 BY1556  STATE/COUNTY-  TX/TRINITY
 BY1556  USGS QUAD   -  PENNINGTON (1963)
 BY1556
 BY1556                         *CURRENT SURVEY CONTROL
 BY1556  ___________________________________________________________________
 BY1556* NAD 83(1986)-  31 11 28.     (N)    095 14 07.     (W)     SCALED    
 BY1556* NAVD 88     -       105.31   (+/-2cm)     345.5    (feet)  VERTCON   
 BY1556  ___________________________________________________________________
 BY1556  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY1556
 BY1556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1556
 BY1556.The horizontal coordinates were scaled from a topographic map and have
 BY1556.an estimated accuracy of +/- 6 seconds.
 BY1556
 BY1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1556.The vertical order pertains to the NGVD 29 superseded value.
 BY1556
 BY1556.The geoid height was determined by GEOID03.
 BY1556
 BY1556;                    North         East    Units  Estimated Accuracy
 BY1556;SPC TX C     - 3,180,120.    1,185,690.      MT  (+/- 180 meters Scaled)
 BY1556
 BY1556                          SUPERSEDED SURVEY CONTROL
 BY1556
 BY1556  NGVD 29 (??/??/92)  105.324  (m)          345.55   (f) ADJ UNCH    2 0
 BY1556
 BY1556.Superseded values are not recommended for survey control.
 BY1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1556.See file dsdata.txt to determine how the superseded data were derived.
 BY1556
 BY1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ870529(NAD 83)
 BY1556_MARKER: DB = BENCH MARK DISK
 BY1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1556_STAMPING: P 966 1948
 BY1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1556+STABILITY: SURFACE MOTION
 BY1556
 BY1556  HISTORY     - Date     Condition        Report By
 BY1556  HISTORY     - 1948     MONUMENTED       CGS
 BY1556  HISTORY     - 20050527 MARK NOT FOUND   USPSQD
 BY1556
 BY1556                          STATION DESCRIPTION
 BY1556
 BY1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1556'IN PENNINGTON.
 BY1556'AT PENNINGTON, 241.0 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY
 BY1556'287, 78.0 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST,
 BY1556'46.0 FEET NORTH OF THE NORTHEAST CORNER (MOST NORTHERLY ONE OF THREE
 BY1556'NORTHEAST CORNERS) OF THE BAPTIST CHURCH, 8.5 FEET WEST NORTHWEST OF A
 BY1556'20-INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BY1556'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.1 MILE WEST ALONG
 BY1556'A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT PENNINGTON.
 BY1556
 BY1556                          STATION RECOVERY (2005)
 BY1556
 BY1556'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BY1556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0755 ***********************************************************************
 CS0755  DESIGNATION -  P 967
 CS0755  PID         -  CS0755
 CS0755  STATE/COUNTY-  TX/ELLIS
 CS0755  USGS QUAD   -  PALMER (1978)
 CS0755
 CS0755                         *CURRENT SURVEY CONTROL
 CS0755  ___________________________________________________________________
 CS0755* NAD 83(1986)-  32 22 37.     (N)    096 44 14.     (W)     SCALED    
 CS0755* NAVD 88     -       159.646  (meters)     523.77   (feet)  ADJUSTED  
 CS0755  ___________________________________________________________________
 CS0755  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CS0755  DYNAMIC HT  -         159.459 (meters)     523.16  (feet)  COMP
 CS0755  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 CS0755
 CS0755  VERT ORDER  -  SECOND    CLASS 0
 CS0755
 CS0755.The horizontal coordinates were scaled from a topographic map and have
 CS0755.an estimated accuracy of +/- 6 seconds.
 CS0755
 CS0755.The orthometric height was determined by differential leveling
 CS0755.and adjusted by the National Geodetic Survey in June 1991..
 CS0755
 CS0755.The geoid height was determined by GEOID03.
 CS0755
 CS0755.The dynamic height is computed by dividing the NAVD 88
 CS0755.geopotential number by the normal gravity value computed on the
 CS0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0755.degrees latitude (g = 980.6199 gals.).
 CS0755
 CS0755.The modeled gravity was interpolated from observed gravity values.
 CS0755
 CS0755;                    North         East    Units  Estimated Accuracy
 CS0755;SPC TXNC     - 2,080,160.      765,870.      MT  (+/- 180 meters Scaled)
 CS0755
 CS0755                          SUPERSEDED SURVEY CONTROL
 CS0755
 CS0755  NGVD 29 (??/??/92)  159.644  (m)          523.77   (f) ADJ UNCH    2 0
 CS0755
 CS0755.Superseded values are not recommended for survey control.
 CS0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0755.See file dsdata.txt to determine how the superseded data were derived.
 CS0755
 CS0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA128844(NAD 83)
 CS0755_MARKER: DB = BENCH MARK DISK
 CS0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0755_STAMPING: P 967 1946
 CS0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0755+STABILITY: SURFACE MOTION
 CS0755
 CS0755  HISTORY     - Date     Condition        Report By
 CS0755  HISTORY     - 1946     MONUMENTED       CGS
 CS0755  HISTORY     - 1966     GOOD             NGS
 CS0755
 CS0755                          STATION DESCRIPTION
 CS0755
 CS0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0755'IN BOYCE.
 CS0755'AT BOYCE, ELLIS COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 5 POLES
 CS0755'EAST OF THE STATION, 2-1/4 POLES EAST OF A ROAD CROSSING, ACROSS THE
 CS0755'TRACK FROM A HOUSE AND A RAIL RACK, 26.8 FEET EAST OF MILEPOST 5, 25.2
 CS0755'FEET SOUTH OF THE CENTER LINE OF A BLACK-TOP ROAD, 18.5 FEET NORTH OF
 CS0755'THE CENTER LINE OF THE TRACK, 1.8 FEET EAST OF A WHITE WOODEN WITNESS
 CS0755'POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 CS0755'P 967 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 CS0755'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1536 ***********************************************************************
 BY1536  DESIGNATION -  P 968
 BY1536  PID         -  BY1536
 BY1536  STATE/COUNTY-  TX/TRINITY
 BY1536  USGS QUAD   -  PENNINGTON (1963)
 BY1536
 BY1536                         *CURRENT SURVEY CONTROL
 BY1536  ___________________________________________________________________
 BY1536* NAD 83(1986)-  31 11 43.     (N)    095 10 00.     (W)     SCALED    
 BY1536* NAVD 88     -       106.16   (+/-2cm)     348.3    (feet)  VERTCON   
 BY1536  ___________________________________________________________________
 BY1536  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1536
 BY1536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1536
 BY1536.The horizontal coordinates were scaled from a topographic map and have
 BY1536.an estimated accuracy of +/- 6 seconds.
 BY1536
 BY1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1536.The vertical order pertains to the NGVD 29 superseded value.
 BY1536
 BY1536.The geoid height was determined by GEOID03.
 BY1536
 BY1536;                    North         East    Units  Estimated Accuracy
 BY1536;SPC TX C     - 3,180,890.    1,192,200.      MT  (+/- 180 meters Scaled)
 BY1536
 BY1536                          SUPERSEDED SURVEY CONTROL
 BY1536
 BY1536  NGVD 29 (??/??/92)  106.176  (m)          348.35   (f) ADJ UNCH    2 0
 BY1536
 BY1536.Superseded values are not recommended for survey control.
 BY1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1536.See file dsdata.txt to determine how the superseded data were derived.
 BY1536
 BY1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ935532(NAD 83)
 BY1536_MARKER: DB = BENCH MARK DISK
 BY1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1536_STAMPING: P 968 1948
 BY1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1536+STABILITY: SURFACE MOTION
 BY1536
 BY1536  HISTORY     - Date     Condition        Report By
 BY1536  HISTORY     - 1948     MONUMENTED       CGS
 BY1536
 BY1536                          STATION DESCRIPTION
 BY1536
 BY1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1536'4.15 MI E FROM PENNINGTON.
 BY1536'4.15 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1536'PENNINGTON, 199.0 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM THE
 BY1536'SOUTHEAST CORNER OF A FARMHOUSE, 76.8 FEET EAST OF A FENCE CORNER,
 BY1536'47.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTH OF A
 BY1536'FENCE, 1.7 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BY1536'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0395 ***********************************************************************
 CS0395  DESIGNATION -  P 969
 CS0395  PID         -  CS0395
 CS0395  STATE/COUNTY-  TX/ELLIS
 CS0395  USGS QUAD   -  ROSSER (1963)
 CS0395
 CS0395                         *CURRENT SURVEY CONTROL
 CS0395  ___________________________________________________________________
 CS0395* NAD 83(1986)-  32 23 47.     (N)    096 27 07.     (W)     SCALED    
 CS0395* NAVD 88     -        98.815  (meters)     324.20   (feet)  ADJUSTED  
 CS0395  ___________________________________________________________________
 CS0395  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CS0395  DYNAMIC HT  -          98.703 (meters)     323.83  (feet)  COMP
 CS0395  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 CS0395
 CS0395  VERT ORDER  -  SECOND    CLASS 0
 CS0395
 CS0395.The horizontal coordinates were scaled from a topographic map and have
 CS0395.an estimated accuracy of +/- 6 seconds.
 CS0395
 CS0395.The orthometric height was determined by differential leveling
 CS0395.and adjusted by the National Geodetic Survey in June 1991..
 CS0395
 CS0395.The geoid height was determined by GEOID03.
 CS0395
 CS0395.The dynamic height is computed by dividing the NAVD 88
 CS0395.geopotential number by the normal gravity value computed on the
 CS0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0395.degrees latitude (g = 980.6199 gals.).
 CS0395
 CS0395.The modeled gravity was interpolated from observed gravity values.
 CS0395
 CS0395;                    North         East    Units  Estimated Accuracy
 CS0395;SPC TXNC     - 2,082,800.      792,670.      MT  (+/- 180 meters Scaled)
 CS0395
 CS0395                          SUPERSEDED SURVEY CONTROL
 CS0395
 CS0395  NGVD 29 (??/??/92)   98.821  (m)          324.22   (f) ADJ UNCH    2 0
 CS0395
 CS0395.Superseded values are not recommended for survey control.
 CS0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0395.See file dsdata.txt to determine how the superseded data were derived.
 CS0395
 CS0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA396872(NAD 83)
 CS0395_MARKER: DB = BENCH MARK DISK
 CS0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0395_SP_SET: CULVERT
 CS0395_STAMPING: P 969 1946
 CS0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0395
 CS0395  HISTORY     - Date     Condition        Report By
 CS0395  HISTORY     - 1946     MONUMENTED       CGS
 CS0395  HISTORY     - 1963     GOOD             USGS
 CS0395
 CS0395                          STATION DESCRIPTION
 CS0395
 CS0395'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CS0395'6.1 MI SW FROM ROSSER.
 CS0395'TO REACH FROM JCT. STATE HIGHWAY 34 AND FARM ROAD 2451 1 MILE ESE OF
 CS0395'ROSSER GO SW 3.2 MILES ON HIGHWAY 24 TO COUNTY ROAD SE.  CONTINUE SE
 CS0395'1.9 MILES TO SITE OF MARK, BENCH MARK IS AT A T-RD NW ON TOP OF THE SE
 CS0395'END OF THE NE HEADWALL OF A TWO TUBE CULVERT AND ABOUT 30 FT NNE OF
 CS0395'T-RD.  A BRONZE DISK STAMPED P969 1946 SET IN A DRILL HOLE IN
 CS0395'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0087 ***********************************************************************
 CS0087  DESIGNATION -  P 971
 CS0087  PID         -  CS0087
 CS0087  STATE/COUNTY-  TX/KAUFMAN
 CS0087  USGS QUAD   -  FORNEY NORTH (1973)
 CS0087
 CS0087                         *CURRENT SURVEY CONTROL
 CS0087  ___________________________________________________________________
 CS0087* NAD 83(1986)-  32 46 42.     (N)    096 28 24.     (W)     SCALED    
 CS0087* NAVD 88     -       123.010  (meters)     403.58   (feet)  ADJUSTED  
 CS0087  ___________________________________________________________________
 CS0087  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0087  DYNAMIC HT  -         122.874 (meters)     403.13  (feet)  COMP
 CS0087  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 CS0087
 CS0087  VERT ORDER  -  SECOND    CLASS 0
 CS0087
 CS0087.The horizontal coordinates were scaled from a topographic map and have
 CS0087.an estimated accuracy of +/- 6 seconds.
 CS0087
 CS0087.The orthometric height was determined by differential leveling
 CS0087.and adjusted by the National Geodetic Survey in June 1991..
 CS0087
 CS0087.The geoid height was determined by GEOID03.
 CS0087
 CS0087.The dynamic height is computed by dividing the NAVD 88
 CS0087.geopotential number by the normal gravity value computed on the
 CS0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0087.degrees latitude (g = 980.6199 gals.).
 CS0087
 CS0087.The modeled gravity was interpolated from observed gravity values.
 CS0087
 CS0087;                    North         East    Units  Estimated Accuracy
 CS0087;SPC TXNC     - 2,125,100.      789,840.      MT  (+/- 180 meters Scaled)
 CS0087
 CS0087                          SUPERSEDED SURVEY CONTROL
 CS0087
 CS0087  NGVD 29 (??/??/92)  123.027  (m)          403.63   (f) ADJ UNCH    2 0
 CS0087
 CS0087.Superseded values are not recommended for survey control.
 CS0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0087.See file dsdata.txt to determine how the superseded data were derived.
 CS0087
 CS0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB366295(NAD 83)
 CS0087_MARKER: DB = BENCH MARK DISK
 CS0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0087_STAMPING: P 971 1946
 CS0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0087+STABILITY: SURFACE MOTION
 CS0087
 CS0087  HISTORY     - Date     Condition        Report By
 CS0087  HISTORY     - 1946     MONUMENTED       CGS
 CS0087
 CS0087                          STATION DESCRIPTION
 CS0087
 CS0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0087'3.0 MI NW FROM FORNEY.
 CS0087'3.0 MILES NORTHWEST OF FORNEY, KAUFMAN COUNTY.  THIS BENCH MARK MAY BE
 CS0087'REACHED FROM THE TEXAS AND PACIFIC RAILWAY STATION BY GOING 0.1 MILE
 CS0087'NORTH ALONG AN ASPHALT STREET, THENCE 0.4 MILE WEST ALONG U.S. HIGHWAY
 CS0087'80, AND THENCE 2.5 MILES NORTHWEST ALONG ASPHALT ROADS.  IT IS AT THE
 CS0087'NORTHEAST CORNER OF A SMALL PASTURE, 110 FEET SOUTHWEST OF THE
 CS0087'SOUTHWEST CORNER OF A WOODEN BRIDGE, 32 FEET SOUTH OF THE CENTERLINE
 CS0087'OF THE ROAD, 3 FEET SOUTH OF A FENCE, 1 FOOT EAST OF A WHITE WOODEN
 CS0087'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 CS0087'STAMPED P 971 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 CS0087'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0496 ***********************************************************************
 BZ0496  DESIGNATION -  P 972 RESET 1955
 BZ0496  PID         -  BZ0496
 BZ0496  STATE/COUNTY-  TX/MADISON
 BZ0496  USGS QUAD   -  NORMANGEE (1982)
 BZ0496
 BZ0496                         *CURRENT SURVEY CONTROL
 BZ0496  ___________________________________________________________________
 BZ0496* NAD 83(1986)-  31 00 05.     (N)    096 00 42.     (W)     SCALED    
 BZ0496* NAVD 88     -       106.03   (+/-2cm)     347.9    (feet)  VERTCON   
 BZ0496  ___________________________________________________________________
 BZ0496  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BZ0496
 BZ0496  VERT ORDER  -  THIRD (See Below)
 BZ0496
 BZ0496.The horizontal coordinates were scaled from a topographic map and have
 BZ0496.an estimated accuracy of +/- 6 seconds.
 BZ0496
 BZ0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0496.The vertical order pertains to the NGVD 29 superseded value.
 BZ0496
 BZ0496.The geoid height was determined by GEOID03.
 BZ0496
 BZ0496;                    North         East    Units  Estimated Accuracy
 BZ0496;SPC TX C     - 3,155,980.    1,112,580.      MT  (+/- 180 meters Scaled)
 BZ0496
 BZ0496                          SUPERSEDED SURVEY CONTROL
 BZ0496
 BZ0496  NGVD 29 (??/??/??)  106.02   (m)          347.8    (f) RESET       3  
 BZ0496
 BZ0496.Superseded values are not recommended for survey control.
 BZ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0496.See file dsdata.txt to determine how the superseded data were derived.
 BZ0496
 BZ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV853335(NAD 83)
 BZ0496_MARKER: DB = BENCH MARK DISK
 BZ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0496_STAMPING: P 972 RESET 1955
 BZ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0496+STABILITY: SURFACE MOTION
 BZ0496
 BZ0496  HISTORY     - Date     Condition        Report By
 BZ0496  HISTORY     - 1955     MONUMENTED       CGS
 BZ0496
 BZ0496                          STATION DESCRIPTION
 BZ0496
 BZ0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BZ0496'7.6 MI NW FROM MADISONVILLE.
 BZ0496'TO REACH FROM THE COURT HOUSE IN MADISONVILLE, GO WEST ON HIGHWAY
 BZ0496'NUMBERS 190, 21, AND 978, 0.3 MILE.  TURN RIGHT HERE AND GO NORTH AND
 BZ0496'NORTH WEST ON HIGHWAY NO.978, 4.6 MILES TO A CROSS ROAD AND F.M. ROAD
 BZ0496'2289.  TURN RIGHT HERE AND GO NORTH ON 2289, 03.0 MILES TO THE MARK ON
 BZ0496'THE RIGHT.  THE MARK IS A STANDARD DISK STAMPED P 972 RESET 1955, SET
 BZ0496'IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES, 10 FEET SOUTH EAST
 BZ0496'OF A FENCE CORNER, 2 FEET NORTH OF THE NORTHEAST RIGHT-OF-WAY FENCE
 BZ0496'AND ABOUT 50 YARDS SOUTHEAST OF A LOW DIVIDE AND GATE AND A FARM LANE
 BZ0496'LEADING TO A HOUSE ABOUT 1/4 MILE FROM THE HIGHWAY.  NOTE-- THE MARK
 BZ0496'IS IN A DENSELY WOODED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1367 ***********************************************************************
 BL1367  DESIGNATION -  P 973
 BL1367  PID         -  BL1367
 BL1367  STATE/COUNTY-  TX/SAN JACINTO
 BL1367  USGS QUAD   -  BEAR CREEK (1976)
 BL1367
 BL1367                         *CURRENT SURVEY CONTROL
 BL1367  ___________________________________________________________________
 BL1367* NAD 83(1986)-  30 27 04.     (N)    095 10 32.     (W)     SCALED    
 BL1367* NAVD 88     -        83.09   (+/-2cm)     272.6    (feet)  VERTCON   
 BL1367  ___________________________________________________________________
 BL1367  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1367
 BL1367  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1367
 BL1367.The horizontal coordinates were scaled from a topographic map and have
 BL1367.an estimated accuracy of +/- 6 seconds.
 BL1367
 BL1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1367.The vertical order pertains to the NGVD 29 superseded value.
 BL1367
 BL1367.The geoid height was determined by GEOID03.
 BL1367
 BL1367;                    North         East    Units  Estimated Accuracy
 BL1367;SPC TX C     - 3,098,440.    1,195,180.      MT  (+/- 180 meters Scaled)
 BL1367
 BL1367                          SUPERSEDED SURVEY CONTROL
 BL1367
 BL1367  NGVD 29 (??/??/92)   83.093  (m)          272.61   (f) ADJ UNCH    2 0
 BL1367
 BL1367.Superseded values are not recommended for survey control.
 BL1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1367.See file dsdata.txt to determine how the superseded data were derived.
 BL1367
 BL1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP911707(NAD 83)
 BL1367_MARKER: DB = BENCH MARK DISK
 BL1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1367_STAMPING: P 973 1947
 BL1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1367+STABILITY: SURFACE MOTION
 BL1367
 BL1367  HISTORY     - Date     Condition        Report By
 BL1367  HISTORY     - 1947     MONUMENTED       CGS
 BL1367
 BL1367                          STATION DESCRIPTION
 BL1367
 BL1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1367'8.9 MI S FROM EVERGREEN.
 BL1367'8.9 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1367'POST OFFICE AT EVERGREEN, 119.5 FEET SOUTH OF THE SOUTH CORNER OF
 BL1367'PLEASANT GROVE CHURCH, 108.0 FEET NORTHWEST OF THE INTERSECTION OF THE
 BL1367'CENTER LINES OF THE HIGHWAY AND A ROAD LEADING SOUTH, 33.0 FEET
 BL1367'NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 20.9 FEET
 BL1367'NORTHWEST OF A 16 INCH PINE TREE, 1.8 FEET SOUTHWEST OF A WITNESS
 BL1367'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BL1367'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1108 ***********************************************************************
 BL1108  DESIGNATION -  P 974
 BL1108  PID         -  BL1108
 BL1108  STATE/COUNTY-  TX/SAN JACINTO
 BL1108  USGS QUAD   -  CAMILLA (1997)
 BL1108
 BL1108                         *CURRENT SURVEY CONTROL
 BL1108  ___________________________________________________________________
 BL1108* NAD 83(1986)-  30 32 53.     (N)    095 04 38.     (W)     SCALED    
 BL1108* NAVD 88     -        87.16   (+/-2cm)     286.0    (feet)  VERTCON   
 BL1108  ___________________________________________________________________
 BL1108  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1108
 BL1108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1108
 BL1108.The horizontal coordinates were scaled from a topographic map and have
 BL1108.an estimated accuracy of +/- 6 seconds.
 BL1108
 BL1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1108.The vertical order pertains to the NGVD 29 superseded value.
 BL1108
 BL1108.The geoid height was determined by GEOID03.
 BL1108
 BL1108;                    North         East    Units  Estimated Accuracy
 BL1108;SPC TX C     - 3,109,620.    1,204,100.      MT  (+/- 180 meters Scaled)
 BL1108
 BL1108                          SUPERSEDED SURVEY CONTROL
 BL1108
 BL1108  NGVD 29 (??/??/92)   87.167  (m)          285.98   (f) ADJ UNCH    2 0
 BL1108
 BL1108.Superseded values are not recommended for survey control.
 BL1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1108.See file dsdata.txt to determine how the superseded data were derived.
 BL1108
 BL1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP007813(NAD 83)
 BL1108_MARKER: DB = BENCH MARK DISK
 BL1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1108_STAMPING: P 974 1947
 BL1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1108+STABILITY: SURFACE MOTION
 BL1108
 BL1108  HISTORY     - Date     Condition        Report By
 BL1108  HISTORY     - 1947     MONUMENTED       CGS
 BL1108
 BL1108                          STATION DESCRIPTION
 BL1108
 BL1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1108'4.5 MI SE FROM COLDSPRING.
 BL1108'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1108'COLDSPRING, 57.2 FEET EAST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE
 BL1108'OF THE HIGHWAY, 26.5 FEET NORTH OF A 16-INCH OAK TREE, 16.0 FEET SOUTH
 BL1108'OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 1.5 FEET WEST OF A
 BL1108'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 BL1108'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1388 ***********************************************************************
 BL1388  DESIGNATION -  P 975
 BL1388  PID         -  BL1388
 BL1388  STATE/COUNTY-  TX/SAN JACINTO
 BL1388  USGS QUAD   -  CONROE NE (1976)
 BL1388
 BL1388                         *CURRENT SURVEY CONTROL
 BL1388  ___________________________________________________________________
 BL1388* NAD 83(1986)-  30 26 30.     (N)    095 19 30.     (W)     SCALED    
 BL1388* NAVD 88     -        90.70   (+/-2cm)     297.6    (feet)  VERTCON   
 BL1388  ___________________________________________________________________
 BL1388  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1388
 BL1388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1388
 BL1388.The horizontal coordinates were scaled from a topographic map and have
 BL1388.an estimated accuracy of +/- 6 seconds.
 BL1388
 BL1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1388.The vertical order pertains to the NGVD 29 superseded value.
 BL1388
 BL1388.The geoid height was determined by GEOID03.
 BL1388
 BL1388;                    North         East    Units  Estimated Accuracy
 BL1388;SPC TX C     - 3,096,740.    1,180,890.      MT  (+/- 180 meters Scaled)
 BL1388
 BL1388                          SUPERSEDED SURVEY CONTROL
 BL1388
 BL1388  NGVD 29 (??/??/92)   90.704  (m)          297.58   (f) ADJ UNCH    2 0
 BL1388
 BL1388.Superseded values are not recommended for survey control.
 BL1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1388.See file dsdata.txt to determine how the superseded data were derived.
 BL1388
 BL1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP767700(NAD 83)
 BL1388_MARKER: DB = BENCH MARK DISK
 BL1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1388_STAMPING: P 975 1947
 BL1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1388+STABILITY: SURFACE MOTION
 BL1388
 BL1388  HISTORY     - Date     Condition        Report By
 BL1388  HISTORY     - 1947     MONUMENTED       CGS
 BL1388
 BL1388                          STATION DESCRIPTION
 BL1388
 BL1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1388'10.6 MI E FROM WILLIS.
 BL1388'0.3 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE RAILROAD STATION AT
 BL1388'WILLIS, THENCE 4.3 MILES EAST ALONG AN ASPHALT ROAD, THENCE 5.0 MILES
 BL1388'EAST ALONG A GRAVELED ROAD TO A ROAD JUNCTION AT PEACH CREEK, THENCE
 BL1388'0.1 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.9 MILE NORTH ALONG A
 BL1388'TRAIL, ON TOP OF A HILL, AT A CURVE IN THE TRAIL, 32.0 FEET SOUTHWEST
 BL1388'OF AN 8 INCH PINE TREE, 29.0 FEET NORTHWEST OF A 12 INCH PINE TREE,
 BL1388'22.0 FEET NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE TRAIL,
 BL1388'14.0 FEET EAST OF A 14 INCH OAK TREE, 3.0 FEET SOUTH OF A WITNESS
 BL1388'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BL1388'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0963 ***********************************************************************
 BL0963  DESIGNATION -  P 976 RESET 1969
 BL0963  PID         -  BL0963
 BL0963  STATE/COUNTY-  TX/SAN JACINTO
 BL0963  USGS QUAD   -  STALEY (1972)
 BL0963
 BL0963                         *CURRENT SURVEY CONTROL
 BL0963  ___________________________________________________________________
 BL0963* NAD 83(1986)-  30 50 26.     (N)    095 15 09.     (W)     SCALED    
 BL0963* NAVD 88     -        55.02   (+/-2cm)     180.5    (feet)  VERTCON   
 BL0963  ___________________________________________________________________
 BL0963  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL0963
 BL0963  VERT ORDER  -  THIRD (See Below)
 BL0963
 BL0963.The horizontal coordinates were scaled from a topographic map and have
 BL0963.an estimated accuracy of +/- 6 seconds.
 BL0963
 BL0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0963.The vertical order pertains to the NGVD 29 superseded value.
 BL0963
 BL0963.The geoid height was determined by GEOID03.
 BL0963
 BL0963;                    North         East    Units  Estimated Accuracy
 BL0963;SPC TX C     - 3,141,230.    1,185,820.      MT  (+/- 180 meters Scaled)
 BL0963
 BL0963                          SUPERSEDED SURVEY CONTROL
 BL0963
 BL0963  NGVD 29 (01/29/03)   55.04   (m)          180.6    (f) RESET       3  
 BL0963
 BL0963.Superseded values are not recommended for survey control.
 BL0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0963.See file dsdata.txt to determine how the superseded data were derived.
 BL0963
 BL0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ845141(NAD 83)
 BL0963_MARKER: DB = BENCH MARK DISK
 BL0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0963_STAMPING: P 976 RESET 1969
 BL0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0963+STABILITY: SURFACE MOTION
 BL0963
 BL0963  HISTORY     - Date     Condition        Report By
 BL0963  HISTORY     - 1969     MONUMENTED       CGS
 BL0963
 BL0963                          STATION DESCRIPTION
 BL0963
 BL0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BL0963'9.8 MI NE FROM OAKHURST.
 BL0963'ABOUT 6.8 MILES NORTH ALONG FM HIGHWAY 946 FROM THE JUNCTION OF U.S.
 BL0963'HIGHWAY 190 IN OAKHURST, THENCE (RIGHT FORK) 0.1 MILE NORTHEAST,
 BL0963'THENCE (RIGHT FORK) 1.0 MILE EAST, THENCE (LEFT FORK) 1.5 MILES EAST
 BL0963'TO SITE OF BENCH MARK, 113 FEET NORTH OF THE CENTER OF A BLADED ROAD,
 BL0963'123 FEET SOUTHWEST OF FM HIGHWAY 980 CENTER LINE, 40 FEET SOUTHEAST OF
 BL0963'A RAVINE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD C AND
 BL0963'GS BENCH MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6
 BL0963'INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1780 ***********************************************************************
 BL1780  DESIGNATION -  P 977
 BL1780  PID         -  BL1780
 BL1780  STATE/COUNTY-  TX/WALKER
 BL1780  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1780
 BL1780                         *CURRENT SURVEY CONTROL
 BL1780  ___________________________________________________________________
 BL1780* NAD 83(1986)-  30 56 53.     (N)    095 33 16.     (W)     SCALED    
 BL1780* NAVD 88     -        61.01   (+/-2cm)     200.2    (feet)  VERTCON   
 BL1780  ___________________________________________________________________
 BL1780  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BL1780
 BL1780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1780
 BL1780.The horizontal coordinates were scaled from a topographic map and have
 BL1780.an estimated accuracy of +/- 6 seconds.
 BL1780
 BL1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1780.The vertical order pertains to the NGVD 29 superseded value.
 BL1780
 BL1780.The geoid height was determined by GEOID03.
 BL1780
 BL1780;                    North         East    Units  Estimated Accuracy
 BL1780;SPC TX C     - 3,151,850.    1,156,460.      MT  (+/- 180 meters Scaled)
 BL1780
 BL1780                          SUPERSEDED SURVEY CONTROL
 BL1780
 BL1780  NGVD 29 (??/??/92)   61.019  (m)          200.19   (f) ADJ UNCH    2 0
 BL1780
 BL1780.Superseded values are not recommended for survey control.
 BL1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1780.See file dsdata.txt to determine how the superseded data were derived.
 BL1780
 BL1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ559266(NAD 83)
 BL1780_MARKER: DB = BENCH MARK DISK
 BL1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1780_STAMPING: P 977 1947
 BL1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1780+STABILITY: SURFACE MOTION
 BL1780
 BL1780  HISTORY     - Date     Condition        Report By
 BL1780  HISTORY     - 1947     MONUMENTED       CGS
 BL1780  HISTORY     - 1960     POOR             TXHD
 BL1780  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1780
 BL1780                          STATION DESCRIPTION
 BL1780
 BL1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1780'11.55 MI W FROM TRINITY.
 BL1780'11.55 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL1780'TRINITY, 0.15 MILE WEST OF A WOODEN BRIDGE OVER HARPERS BRANCH, 131.0
 BL1780'FEET WEST OF THE CENTER OF A PRIVATE ROAD LEADING NORTH TO A FARM
 BL1780'HOUSE, 97.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A 2 1/2-FOOT
 BL1780'LONE OAK TREE, 35.0 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 2.5
 BL1780'FEET WEST OF A REFERENCE POST, 1.5 FOOT SOUTH OF THE NORTH RIGHT OF
 BL1780'WAY FENCE, SET IN A CONCRETE POST ABOUT 3 FEET ABOVE THE ROAD AND
 BL1780'PROJECTING 0.2 FOOT.
 BL1780
 BL1780                          STATION RECOVERY (1960)
 BL1780
 BL1780'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1960
 BL1780'MARK RECOVERED IN POOR CONDITION.
 BL1780
 BL1780                          STATION RECOVERY (1996)
 BL1780
 BL1780'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1741 ***********************************************************************
 BL1741  DESIGNATION -  P 978
 BL1741  PID         -  BL1741
 BL1741  STATE/COUNTY-  TX/WALKER
 BL1741  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1741
 BL1741                         *CURRENT SURVEY CONTROL
 BL1741  ___________________________________________________________________
 BL1741* NAD 83(1986)-  30 55 28.     (N)    095 34 09.     (W)     SCALED    
 BL1741* NAVD 88     -        43.06   (+/-2cm)     141.3    (feet)  VERTCON   
 BL1741  ___________________________________________________________________
 BL1741  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BL1741
 BL1741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1741
 BL1741.The horizontal coordinates were scaled from a topographic map and have
 BL1741.an estimated accuracy of +/- 6 seconds.
 BL1741
 BL1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1741.The vertical order pertains to the NGVD 29 superseded value.
 BL1741
 BL1741.The geoid height was determined by GEOID03.
 BL1741
 BL1741;                    North         East    Units  Estimated Accuracy
 BL1741;SPC TX C     - 3,149,180.    1,155,160.      MT  (+/- 180 meters Scaled)
 BL1741
 BL1741                          SUPERSEDED SURVEY CONTROL
 BL1741
 BL1741  NGVD 29 (??/??/92)   43.062  (m)          141.28   (f) ADJ UNCH    2 0
 BL1741
 BL1741.Superseded values are not recommended for survey control.
 BL1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1741.See file dsdata.txt to determine how the superseded data were derived.
 BL1741
 BL1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ545240(NAD 83)
 BL1741_MARKER: DB = BENCH MARK DISK
 BL1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1741_STAMPING: P 978 1947
 BL1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1741+STABILITY: SURFACE MOTION
 BL1741
 BL1741  HISTORY     - Date     Condition        Report By
 BL1741  HISTORY     - 1947     MONUMENTED       CGS
 BL1741  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1741
 BL1741                          STATION DESCRIPTION
 BL1741
 BL1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1741'15.45 MI SW FROM TRINITY.
 BL1741'13.4 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL1741'TRINITY, THENCE 2.05 MILES SOUTHEAST ALONG AN ABANDONED DIRT ROAD, 396
 BL1741'FEET WEST OF THE FORD AT WRIGHTS CREEK, 66 FEET WEST OF THE CENTER OF
 BL1741'THE JUNCTION WITH A DIM ONE TRACK WOODS ROAD LEADING SOUTHEAST, 25
 BL1741'FEET NORTH OF THE CENTER LINE OF THE ABANDONED ROAD, 16 FEET EAST OF A
 BL1741'TRIANGULAR BLAZE ON A 30 INCH OAK TREE, 2 FEET EAST OF A 4X4 MARKER
 BL1741'POST, 1 FOOT BELOW THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1741'PROJECTS 4 INCHES ABOVE THE GROUND.
 BL1741
 BL1741                          STATION RECOVERY (1996)
 BL1741
 BL1741'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1730 ***********************************************************************
 BL1730  DESIGNATION -  P 979
 BL1730  PID         -  BL1730
 BL1730  STATE/COUNTY-  TX/HOUSTON
 BL1730  USGS QUAD   -  BAKER LAKE (1972)
 BL1730
 BL1730                         *CURRENT SURVEY CONTROL
 BL1730  ___________________________________________________________________
 BL1730* NAD 83(1986)-  30 58 47.     (N)    095 39 14.     (W)     SCALED    
 BL1730* NAVD 88     -        44.64   (+/-2cm)     146.5    (feet)  VERTCON   
 BL1730  ___________________________________________________________________
 BL1730  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BL1730
 BL1730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1730
 BL1730.The horizontal coordinates were scaled from a topographic map and have
 BL1730.an estimated accuracy of +/- 6 seconds.
 BL1730
 BL1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1730.The vertical order pertains to the NGVD 29 superseded value.
 BL1730
 BL1730.The geoid height was determined by GEOID03.
 BL1730
 BL1730;                    North         East    Units  Estimated Accuracy
 BL1730;SPC TX C     - 3,154,960.    1,146,820.      MT  (+/- 180 meters Scaled)
 BL1730
 BL1730                          SUPERSEDED SURVEY CONTROL
 BL1730
 BL1730  NGVD 29 (??/??/92)   44.645  (m)          146.47   (f) ADJ UNCH    2 0
 BL1730
 BL1730.Superseded values are not recommended for survey control.
 BL1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1730.See file dsdata.txt to determine how the superseded data were derived.
 BL1730
 BL1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ465303(NAD 83)
 BL1730_MARKER: DB = BENCH MARK DISK
 BL1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1730_STAMPING: P 979 1947
 BL1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1730+STABILITY: SURFACE MOTION
 BL1730
 BL1730  HISTORY     - Date     Condition        Report By
 BL1730  HISTORY     - 1947     MONUMENTED       CGS
 BL1730
 BL1730                          STATION DESCRIPTION
 BL1730
 BL1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1730'6.9 MI SW FROM WELDON.
 BL1730'1.55 MILE SOUTH AND 5.35 MILES SOUTHWEST ALONG DIRT ROADS FROM THE
 BL1730'WELDON HIGH SCHOOL AT WELDON, 0.4 MILE SOUTH AND 2.6 MILES WEST ALONG
 BL1730'A DIRT ROAD FROM THE MAIN BUILDING AT THE EASTHAM STATE PRISON FARM
 BL1730'HEADQUARTERS, 1.2 MILE EAST OF THE OLD FERRY CROSSING ON THE TRINITY
 BL1730'RIVER BETWEEN THE EASTHAM AND THE FERGUSON STATE PRISON FARMS, 0.15
 BL1730'MILE EAST OF TWIN WOODEN BRIDGES IN THE ROAD AT THE CROSSING OF A DIRT
 BL1730'CROSS ROAD, 43.7 FEET SOUTH OF AND DIRECTLY ACROSS THE ROAD FROM A
 BL1730'LONE 3-FOOT PECAN TREE, 29.0 FEET SOUTH OF THE CENTER OF THE ROAD, 2.2
 BL1730'FEET WEST OF A REFERENCE POST, 1.0 FOOT NORTH OF AN EAST-WEST FENCE
 BL1730'LINE, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND
 BL1730'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1731 ***********************************************************************
 BL1731  DESIGNATION -  P 979 RESET
 BL1731  PID         -  BL1731
 BL1731  STATE/COUNTY-  TX/HOUSTON
 BL1731  USGS QUAD   -  BAKER LAKE (1972)
 BL1731
 BL1731                         *CURRENT SURVEY CONTROL
 BL1731  ___________________________________________________________________
 BL1731* NAD 83(1986)-  30 58 47.     (N)    095 39 14.     (W)     SCALED    
 BL1731* NAVD 88     -        44.84   (+/-2cm)     147.1    (feet)  VERTCON   
 BL1731  ___________________________________________________________________
 BL1731  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BL1731
 BL1731  VERT ORDER  -  THIRD (See Below)
 BL1731
 BL1731.The horizontal coordinates were scaled from a topographic map and have
 BL1731.an estimated accuracy of +/- 6 seconds.
 BL1731
 BL1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1731.The vertical order pertains to the NGVD 29 superseded value.
 BL1731
 BL1731.The geoid height was determined by GEOID03.
 BL1731
 BL1731;                    North         East    Units  Estimated Accuracy
 BL1731;SPC TX C     - 3,154,960.    1,146,820.      MT  (+/- 180 meters Scaled)
 BL1731
 BL1731                          SUPERSEDED SURVEY CONTROL
 BL1731
 BL1731  NGVD 29 (01/29/03)   44.84   (m)          147.1    (f) RESET       3  
 BL1731
 BL1731.Superseded values are not recommended for survey control.
 BL1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1731.See file dsdata.txt to determine how the superseded data were derived.
 BL1731
 BL1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ465303(NAD 83)
 BL1731_MARKER: DD = SURVEY DISK
 BL1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1731_STAMPING: P 979 1947 RESET
 BL1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1731+STABILITY: SURFACE MOTION
 BL1731
 BL1731  HISTORY     - Date     Condition        Report By
 BL1731  HISTORY     - 1962     MONUMENTED       USGS
 BL1731
 BL1731                          STATION DESCRIPTION
 BL1731
 BL1731'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BL1731'8.0 MI SW FROM WELDON.
 BL1731'3.9 MILES SOUTH ALONG FARM TO MARKET ROAD NO. 230 FROM WELDON TO MAIN
 BL1731'GATE OF EASTHAM STATE PRISON FARM.  THENCE 2.8 MILES WEST TO MAIN
 BL1731'PRISON UNIT.  THENCE 1.3 MILES WEST ALONG ROAD ON NORTH SIDE OF PRISON
 BL1731'TO FIELD ROAD SOUTH.  39 FEET SOUTH OF MAIN EAST-WEST ROAD.  8 FEET
 BL1731'EAST OF FIELD ROAD SOUTH.  SET IN A CONCRETE POST ABOUT 1 FOOT BELOW
 BL1731'MAIN ROAD AND PROJECTING 0.2 FOOT.  NOTE-- (CORNER BROKEN OFF OF TOP
 BL1731'OF POST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1833 ***********************************************************************
 CS1833  DESIGNATION -  P 98
 CS1833  PID         -  CS1833
 CS1833  STATE/COUNTY-  TX/DALLAS
 CS1833  USGS QUAD   -  ARLINGTON (1981)
 CS1833
 CS1833                         *CURRENT SURVEY CONTROL
 CS1833  ___________________________________________________________________
 CS1833* NAD 83(1986)-  32 44 21.     (N)    097 02 42.     (W)     SCALED    
 CS1833* NAVD 88     -       177.872  (meters)     583.57   (feet)  ADJUSTED  
 CS1833  ___________________________________________________________________
 CS1833  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CS1833  DYNAMIC HT  -         177.666 (meters)     582.89  (feet)  COMP
 CS1833  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 CS1833
 CS1833  VERT ORDER  -  FIRST     CLASS II
 CS1833
 CS1833.The horizontal coordinates were scaled from a topographic map and have
 CS1833.an estimated accuracy of +/- 6 seconds.
 CS1833
 CS1833.The orthometric height was determined by differential leveling
 CS1833.and adjusted by the National Geodetic Survey in June 1991..
 CS1833
 CS1833.The geoid height was determined by GEOID03.
 CS1833
 CS1833.The dynamic height is computed by dividing the NAVD 88
 CS1833.geopotential number by the normal gravity value computed on the
 CS1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1833.degrees latitude (g = 980.6199 gals.).
 CS1833
 CS1833.The modeled gravity was interpolated from observed gravity values.
 CS1833
 CS1833;                    North         East    Units  Estimated Accuracy
 CS1833;SPC TXNC     - 2,119,870.      736,350.      MT  (+/- 180 meters Scaled)
 CS1833
 CS1833                          SUPERSEDED SURVEY CONTROL
 CS1833
 CS1833  NGVD 29 (??/??/92)  177.865  (m)          583.55   (f) ADJ UNCH    1 2
 CS1833
 CS1833.Superseded values are not recommended for survey control.
 CS1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1833.See file dsdata.txt to determine how the superseded data were derived.
 CS1833
 CS1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB831240(NAD 83)
 CS1833_MARKER: DB = BENCH MARK DISK
 CS1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1833_STAMPING: P 98 1951
 CS1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1833+STABILITY: SURFACE MOTION
 CS1833
 CS1833  HISTORY     - Date     Condition        Report By
 CS1833  HISTORY     - 1951     MONUMENTED       CGS
 CS1833  HISTORY     - 1960     MARK NOT FOUND   NGS
 CS1833  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1833
 CS1833                          STATION DESCRIPTION
 CS1833
 CS1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS1833'2.6 MI W FROM GRAND PRAIRIE.
 CS1833'2.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1833'AT GRAND PRAIRIE, 0.6 MILE WEST OF THE TARRANT AND DALLAS COUNTY LINE,
 CS1833'0.15 MILE WEST OF THE DOWNS DRIVE IN THEATRE, AT A GRAVELED ROAD
 CS1833'CROSSING, 104 FEET EAST OF MILEPOST 229, 27.5 FEET SOUTH OF THE SOUTH
 CS1833'RAIL OF THE SOUTH TRACK, 28 FEET EAST OF THE CENTER LINE OF A GRAVELED
 CS1833'ROAD, 5.5 FEET WEST OF A TELEPHONE POLE, 7 FEET NORTH OF A FENCE, 1.7
 CS1833'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CS1833'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CS1833
 CS1833                          STATION RECOVERY (1960)
 CS1833
 CS1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CS1833'MARK NOT FOUND.
 CS1833
 CS1833                          STATION RECOVERY (1986)
 CS1833
 CS1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1375 ***********************************************************************
 BL1375  DESIGNATION -  P 980
 BL1375  PID         -  BL1375
 BL1375  STATE/COUNTY-  TX/SAN JACINTO
 BL1375  USGS QUAD   -  WESTCOTT (1976)
 BL1375
 BL1375                         *CURRENT SURVEY CONTROL
 BL1375  ___________________________________________________________________
 BL1375* NAD 83(1986)-  30 24 15.     (N)    095 05 40.     (W)     SCALED    
 BL1375* NAVD 88     -        55.36   (+/-2cm)     181.6    (feet)  VERTCON   
 BL1375  ___________________________________________________________________
 BL1375  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1375
 BL1375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1375
 BL1375.The horizontal coordinates were scaled from a topographic map and have
 BL1375.an estimated accuracy of +/- 6 seconds.
 BL1375
 BL1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1375.The vertical order pertains to the NGVD 29 superseded value.
 BL1375
 BL1375.The geoid height was determined by GEOID03.
 BL1375
 BL1375;                    North         East    Units  Estimated Accuracy
 BL1375;SPC TX C     - 3,093,610.    1,203,200.      MT  (+/- 180 meters Scaled)
 BL1375
 BL1375                          SUPERSEDED SURVEY CONTROL
 BL1375
 BL1375  NGVD 29 (??/??/92)   55.369  (m)          181.66   (f) ADJ UNCH    2 0
 BL1375
 BL1375.Superseded values are not recommended for survey control.
 BL1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1375.See file dsdata.txt to determine how the superseded data were derived.
 BL1375
 BL1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP987654(NAD 83)
 BL1375_MARKER: DB = BENCH MARK DISK
 BL1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1375_STAMPING: P 980 1947
 BL1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1375+STABILITY: SURFACE MOTION
 BL1375
 BL1375  HISTORY     - Date     Condition        Report By
 BL1375  HISTORY     - 1947     MONUMENTED       CGS
 BL1375  HISTORY     - 1958     GOOD             USGS
 BL1375
 BL1375                          STATION DESCRIPTION
 BL1375
 BL1375'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BL1375'5.6 MI N FROM CLEVELAND.
 BL1375'3.0 MILES NORTH ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BL1375'RAILROAD STATION AT CLEVELAND, THENCE 2.3 MILES NORTHWEST ALONG A DIRT
 BL1375'ROAD, THENCE 0.3 MILE SOUTHWEST ALONG A DIRT ROAD, APPROXIMATELY 0.3
 BL1375'MILE SOUTHWEST OF A FARMHOUSE, 20.0 FEET NORTHWEST OF AND ABOUT LEVEL
 BL1375'WITH THE CENTER LINE OF THE ROAD, 15.0 FEET SOUTHEAST OF A 24-INCH OAK
 BL1375'TREE, 14.1 FEET SOUTHWEST OF A 12-INCH OAK TREE, 2.0 FEET SOUTH OF A
 BL1375'FENCE, 1.7 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL1375'POST PROJECTING 3 INCHES ABOVE THE GROUND.  NOTE-- NEAR SITE OF AN OLD
 BL1375'FARMHOUSE.  THENCE 0.3 MILE WEST TO CURVE IN ROAD.  48 FEET
 BL1375'NORTH-NORTHWEST OF CURVE IN ROAD.  27 FEET NORTH OF CENTERLINE OF
 BL1375'ROAD.  18 FEET SOUTHEAST OF A 15 IN. TRIANGLE BLAZED PINE TREE.  A
 BL1375'STANDARD TABLET SET IN TOP OF CONCRETE POST AND ABOUT FLUSH WITH THE
 BL1375'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1121 ***********************************************************************
 BL1121  DESIGNATION -  P 981
 BL1121  PID         -  BL1121
 BL1121  STATE/COUNTY-  TX/SAN JACINTO
 BL1121  USGS QUAD   -  COLDSPRING (1997)
 BL1121
 BL1121                         *CURRENT SURVEY CONTROL
 BL1121  ___________________________________________________________________
 BL1121* NAD 83(1986)-  30 37 02.     (N)    095 10 25.     (W)     SCALED    
 BL1121* NAVD 88     -        83.47   (+/-2cm)     273.9    (feet)  VERTCON   
 BL1121  ___________________________________________________________________
 BL1121  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL1121
 BL1121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1121
 BL1121.The horizontal coordinates were scaled from a topographic map and have
 BL1121.an estimated accuracy of +/- 6 seconds.
 BL1121
 BL1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1121.The vertical order pertains to the NGVD 29 superseded value.
 BL1121
 BL1121.The geoid height was determined by GEOID03.
 BL1121
 BL1121;                    North         East    Units  Estimated Accuracy
 BL1121;SPC TX C     - 3,116,850.    1,194,510.      MT  (+/- 180 meters Scaled)
 BL1121
 BL1121                          SUPERSEDED SURVEY CONTROL
 BL1121
 BL1121  NGVD 29 (??/??/92)   83.476  (m)          273.87   (f) ADJ UNCH    2 0
 BL1121
 BL1121.Superseded values are not recommended for survey control.
 BL1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1121.See file dsdata.txt to determine how the superseded data were derived.
 BL1121
 BL1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP916891(NAD 83)
 BL1121_MARKER: DB = BENCH MARK DISK
 BL1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1121_SP_SET: CULVERT
 BL1121_STAMPING: P 981 1947
 BL1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1121
 BL1121  HISTORY     - Date     Condition        Report By
 BL1121  HISTORY     - 1947     MONUMENTED       CGS
 BL1121
 BL1121                          STATION DESCRIPTION
 BL1121
 BL1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1121'3.3 MI NW FROM COLDSPRING.
 BL1121'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1121'COLDSPRING, THENCE 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 156, 11.6
 BL1121'FEET SOUTHWEST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BL1121'HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL
 BL1121'OF A 4 X 8 FOOT TWO COMPARTMENT CONCRETE CULVERT, 1.4 FEET SOUTHEAST
 BL1121'OF THE NORTHWEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1347 ***********************************************************************
 BL1347  DESIGNATION -  P 982
 BL1347  PID         -  BL1347
 BL1347  STATE/COUNTY-  TX/MONTGOMERY
 BL1347  USGS QUAD   -  WILLIS (1997)
 BL1347
 BL1347                         *CURRENT SURVEY CONTROL
 BL1347  ___________________________________________________________________
 BL1347* NAD 83(1986)-  30 26 18.     (N)    095 23 54.     (W)     SCALED    
 BL1347* NAVD 88     -        84.41   (+/-2cm)     276.9    (feet)  VERTCON   
 BL1347  ___________________________________________________________________
 BL1347  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1347
 BL1347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1347
 BL1347.The horizontal coordinates were scaled from a topographic map and have
 BL1347.an estimated accuracy of +/- 6 seconds.
 BL1347
 BL1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1347.The vertical order pertains to the NGVD 29 superseded value.
 BL1347
 BL1347.The geoid height was determined by GEOID03.
 BL1347
 BL1347;                    North         East    Units  Estimated Accuracy
 BL1347;SPC TX C     - 3,096,060.    1,173,860.      MT  (+/- 180 meters Scaled)
 BL1347
 BL1347                          SUPERSEDED SURVEY CONTROL
 BL1347
 BL1347  NGVD 29 (??/??/92)   84.412  (m)          276.94   (f) ADJ UNCH    2 0
 BL1347
 BL1347.Superseded values are not recommended for survey control.
 BL1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1347.See file dsdata.txt to determine how the superseded data were derived.
 BL1347
 BL1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP696698(NAD 83)
 BL1347_MARKER: DB = BENCH MARK DISK
 BL1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1347_STAMPING: P 982 1947
 BL1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1347+STABILITY: SURFACE MOTION
 BL1347
 BL1347  HISTORY     - Date     Condition        Report By
 BL1347  HISTORY     - 1947     MONUMENTED       CGS
 BL1347  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL1347
 BL1347                          STATION DESCRIPTION
 BL1347
 BL1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1347'5.1 MI E FROM WILLIS.
 BL1347'0.3 MILE SOUTH AND 4.8 MILES EAST ALONG THE WILLIS-EVERGREEN ROAD FROM
 BL1347'THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT WILLIS, 0.5 MILE
 BL1347'EAST OF A STEEL BRIDGE OVER CANEY CREEK, 208.0 FEET EAST OF A 3-FOOT
 BL1347'LONE CEDAR TREE, 39.0 FEET SOUTH OF AND ACROSS THE ROAD FROM A 2-FOOT
 BL1347'KNOTTY PINE TREE, 23.0 FEET SOUTH OF THE CENTER OF THE ROAD, 3.0 FEET
 BL1347'WEST OF A REFERENCE POST, 1.0 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY
 BL1347'FENCE, SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE ROAD AND
 BL1347'PROJECTING 0.1 FOOT.  NOTE-- THE HIGHWAY WAS WIDENED AND PAVED. A WIDE
 BL1347'BAR PIT IS NOW IN THE LOCATION WHERE THE BENCH MARK WAS.
 BL1347
 BL1347                          STATION RECOVERY (1960)
 BL1347
 BL1347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1747 ***********************************************************************
 BL1747  DESIGNATION -  P 983
 BL1747  PID         -  BL1747
 BL1747  STATE/COUNTY-  TX/WALKER
 BL1747  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1747
 BL1747                         *CURRENT SURVEY CONTROL
 BL1747  ___________________________________________________________________
 BL1747* NAD 83(1986)-  30 48 44.     (N)    095 40 20.     (W)     SCALED    
 BL1747* NAVD 88     -        90.34   (+/-2cm)     296.4    (feet)  VERTCON   
 BL1747  ___________________________________________________________________
 BL1747  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BL1747
 BL1747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1747
 BL1747.The horizontal coordinates were scaled from a topographic map and have
 BL1747.an estimated accuracy of +/- 6 seconds.
 BL1747
 BL1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1747.The vertical order pertains to the NGVD 29 superseded value.
 BL1747
 BL1747.The geoid height was determined by GEOID03.
 BL1747
 BL1747;                    North         East    Units  Estimated Accuracy
 BL1747;SPC TX C     - 3,136,330.    1,145,850.      MT  (+/- 180 meters Scaled)
 BL1747
 BL1747                          SUPERSEDED SURVEY CONTROL
 BL1747
 BL1747  NGVD 29 (??/??/92)   90.335  (m)          296.37   (f) ADJ UNCH    2 0
 BL1747
 BL1747.Superseded values are not recommended for survey control.
 BL1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1747.See file dsdata.txt to determine how the superseded data were derived.
 BL1747
 BL1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ443118(NAD 83)
 BL1747_MARKER: DB = BENCH MARK DISK
 BL1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1747_STAMPING: P 983 1947
 BL1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1747+STABILITY: SURFACE MOTION
 BL1747
 BL1747  HISTORY     - Date     Condition        Report By
 BL1747  HISTORY     - 1947     MONUMENTED       CGS
 BL1747  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1747
 BL1747                          STATION DESCRIPTION
 BL1747
 BL1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1747'12.6 MI NW FROM HUNTSVILLE.
 BL1747'TO REACH FROM THE COURT HOUSE AT HUNTSVILLE, PROCEED 10.5 MILES
 BL1747'NORTHWEST ALONG U.S. HIGHWAY NO.75 TO AN OLD ABANDONED GRADED DIRT
 BL1747'ROAD LEADING EAST, THENCE 0.4 MILE EAST 1.0 MILE NORTH AND 0.7 MILE
 BL1747'EAST ALONG AN OLD ABANDONED GRADED DIRT ROAD.  BENCH MARK IS ON THE
 BL1747'OUTSIDE OF A RIGHT ANGLE TURN IN THE ROAD, 27.0 FEET SOUTHEAST OF THE
 BL1747'CENTER OF THE ROAD (MEASURED FROM A POINT ABOUT MIDWAY OF THE RIGHT
 BL1747'ANGLE TURN), 22.0 FEET NORTH OF A 1-FOOT OAK TREE WHICH IS BEING USED
 BL1747'FOR A FENCE CORNER POST, 11.3 FEET SOUTH OF A TRIANGULAR BLAZE ON A 1
 BL1747'1/2-FOOT OAK TREE, 3.0 FEET NORTH OF A REFERENCE POST, SET IN A
 BL1747'CONCRETE POST AT THE INTERSECTION OF THE CENTER LINES OF THE EAST-WEST
 BL1747'SECTION OF AND THE NORTH-SOUTH SECTION OF THE ROAD, ABOUT THE SAME
 BL1747'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 BL1747
 BL1747                          STATION RECOVERY (1996)
 BL1747
 BL1747'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1792 ***********************************************************************
 BL1792  DESIGNATION -  P 984
 BL1792  PID         -  BL1792
 BL1792  STATE/COUNTY-  TX/WALKER
 BL1792  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1792
 BL1792                         *CURRENT SURVEY CONTROL
 BL1792  ___________________________________________________________________
 BL1792* NAD 83(1986)-  30 53 54.     (N)    095 31 37.     (W)     SCALED    
 BL1792* NAVD 88     -        61.19   (+/-2cm)     200.8    (feet)  VERTCON   
 BL1792  ___________________________________________________________________
 BL1792  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BL1792
 BL1792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1792
 BL1792.The horizontal coordinates were scaled from a topographic map and have
 BL1792.an estimated accuracy of +/- 6 seconds.
 BL1792
 BL1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1792.The vertical order pertains to the NGVD 29 superseded value.
 BL1792
 BL1792.The geoid height was determined by GEOID03.
 BL1792
 BL1792;                    North         East    Units  Estimated Accuracy
 BL1792;SPC TX C     - 3,146,460.    1,159,320.      MT  (+/- 180 meters Scaled)
 BL1792
 BL1792                          SUPERSEDED SURVEY CONTROL
 BL1792
 BL1792  NGVD 29 (??/??/92)   61.189  (m)          200.75   (f) ADJ UNCH    2 0
 BL1792
 BL1792.Superseded values are not recommended for survey control.
 BL1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1792.See file dsdata.txt to determine how the superseded data were derived.
 BL1792
 BL1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ584210(NAD 83)
 BL1792_MARKER: DB = BENCH MARK DISK
 BL1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1792_STAMPING: P 984 1947
 BL1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1792+STABILITY: SURFACE MOTION
 BL1792
 BL1792  HISTORY     - Date     Condition        Report By
 BL1792  HISTORY     - 1947     MONUMENTED       CGS
 BL1792  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1792
 BL1792                          STATION DESCRIPTION
 BL1792
 BL1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1792'10.5 MI NW FROM RIVERSIDE.
 BL1792'6.6 MILES WEST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT RIVERSIDE,
 BL1792'THENCE 3.9 MILES NORTH ALONG A DIRT ROAD, AT THE TOP OF A HILL, AT THE
 BL1792'JUNCTION WITH A PRIVATE ROAD LEADING NORTH TO A FARM HOUSE, 0.8 MILE
 BL1792'WEST OF THE FORD AT NELSONS CREEK, 300 FEET EAST OF A WATER STORAGE
 BL1792'POND, 34 FEET SOUTH OF THE JUNCTION OF THE CENTER LINES OF THE TWO
 BL1792'ROADS, 12 FEET EAST OF A 48 INCH OAK TREE, 3 FEET WEST OF A 4X4 MARKER
 BL1792'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BL1792'THE GROUND.
 BL1792
 BL1792                          STATION RECOVERY (1996)
 BL1792
 BL1792'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1043 ***********************************************************************
 BL1043  DESIGNATION -  P 985
 BL1043  PID         -  BL1043
 BL1043  STATE/COUNTY-  TX/SAN JACINTO
 BL1043  USGS QUAD   -  MAYNARD (1997)
 BL1043
 BL1043                         *CURRENT SURVEY CONTROL
 BL1043  ___________________________________________________________________
 BL1043* NAD 83(1986)-  30 32 09.     (N)    095 18 51.     (W)     SCALED    
 BL1043* NAVD 88     -        93.04   (+/-2cm)     305.2    (feet)  VERTCON   
 BL1043  ___________________________________________________________________
 BL1043  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL1043
 BL1043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1043
 BL1043.The horizontal coordinates were scaled from a topographic map and have
 BL1043.an estimated accuracy of +/- 6 seconds.
 BL1043
 BL1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1043.The vertical order pertains to the NGVD 29 superseded value.
 BL1043
 BL1043.The geoid height was determined by GEOID03.
 BL1043
 BL1043;                    North         East    Units  Estimated Accuracy
 BL1043;SPC TX C     - 3,107,220.    1,181,450.      MT  (+/- 180 meters Scaled)
 BL1043
 BL1043                          SUPERSEDED SURVEY CONTROL
 BL1043
 BL1043  NGVD 29 (??/??/92)   93.045  (m)          305.27   (f) ADJ UNCH    2 0
 BL1043
 BL1043.Superseded values are not recommended for survey control.
 BL1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1043.See file dsdata.txt to determine how the superseded data were derived.
 BL1043
 BL1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP779804(NAD 83)
 BL1043_MARKER: DB = BENCH MARK DISK
 BL1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1043_STAMPING: P 985 1947
 BL1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1043+STABILITY: SURFACE MOTION
 BL1043
 BL1043  HISTORY     - Date     Condition        Report By
 BL1043  HISTORY     - 1947     MONUMENTED       CGS
 BL1043
 BL1043                          STATION DESCRIPTION
 BL1043
 BL1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1043'4.8 MI SW FROM EVERGREEN.
 BL1043'4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1043'EVERGREEN, 70 YARDS WEST OF ELLISORS STORE, 52.0 FEET NORTHWEST OF AND
 BL1043'1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 32.0 FEET
 BL1043'SOUTHWEST OF A FENCE CORNER, 29.0 FEET EAST OF A 24 INCH PINE TREE,
 BL1043'2.0 FEET SOUTHEAST OF A FENCE, 2.0 FEET NORTHEAST OF A WITNESS POST,
 BL1043'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 BL1043'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0984 ***********************************************************************
 BL0984  DESIGNATION -  P 986
 BL0984  PID         -  BL0984
 BL0984  STATE/COUNTY-  TX/SAN JACINTO
 BL0984  USGS QUAD   -  CARLISLE (1972)
 BL0984
 BL0984                         *CURRENT SURVEY CONTROL
 BL0984  ___________________________________________________________________
 BL0984* NAD 83(1986)-  30 45 23.     (N)    095 08 24.     (W)     SCALED    
 BL0984* NAVD 88     -        35.63   (+/-2cm)     116.9    (feet)  VERTCON   
 BL0984  ___________________________________________________________________
 BL0984  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL0984
 BL0984  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0984
 BL0984.The horizontal coordinates were scaled from a topographic map and have
 BL0984.an estimated accuracy of +/- 6 seconds.
 BL0984
 BL0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0984.The vertical order pertains to the NGVD 29 superseded value.
 BL0984
 BL0984.The geoid height was determined by GEOID03.
 BL0984
 BL0984;                    North         East    Units  Estimated Accuracy
 BL0984;SPC TX C     - 3,132,410.    1,197,010.      MT  (+/- 180 meters Scaled)
 BL0984
 BL0984                          SUPERSEDED SURVEY CONTROL
 BL0984
 BL0984  NGVD 29 (??/??/92)   35.648  (m)          116.96   (f) ADJ UNCH    2 0
 BL0984
 BL0984.Superseded values are not recommended for survey control.
 BL0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0984.See file dsdata.txt to determine how the superseded data were derived.
 BL0984
 BL0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ951045(NAD 83)
 BL0984_MARKER: DB = BENCH MARK DISK
 BL0984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0984_SP_SET: BRIDGE ABUTMENT
 BL0984_STAMPING: P 986 1947
 BL0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0984
 BL0984  HISTORY     - Date     Condition        Report By
 BL0984  HISTORY     - 1947     MONUMENTED       CGS
 BL0984
 BL0984                          STATION DESCRIPTION
 BL0984
 BL0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0984'4.3 MI E FROM POINT BLANK.
 BL0984'4.3 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT POINT
 BL0984'BLANK, 16.0 FEET SOUTHEAST OF AND 0.5 FOOT HIGHER THAN THE CENTER LINE
 BL0984'OF THE HIGHWAY, 0.9 FOOT SOUTHEAST OF THE SOUTHWEST CONCRETE POST OF
 BL0984'THE SOUTHEAST GUARD RAIL, SET IN THE TOP OF THE SOUTHEAST END OF THE
 BL0984'SOUTHWEST ABUTMENT OF CONCRETE BRIDGE S 60 T 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1678 ***********************************************************************
 BL1678  DESIGNATION -  P 987
 BL1678  PID         -  BL1678
 BL1678  STATE/COUNTY-  TX/WALKER
 BL1678  USGS QUAD   -  HUNTSVILLE (1976)
 BL1678
 BL1678                         *CURRENT SURVEY CONTROL
 BL1678  ___________________________________________________________________
 BL1678* NAD 83(1986)-  30 44 13.     (N)    095 35 02.     (W)     SCALED    
 BL1678* NAVD 88     -       111.28   (+/-2cm)     365.1    (feet)  VERTCON   
 BL1678  ___________________________________________________________________
 BL1678  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BL1678
 BL1678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1678
 BL1678.The horizontal coordinates were scaled from a topographic map and have
 BL1678.an estimated accuracy of +/- 6 seconds.
 BL1678
 BL1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1678.The vertical order pertains to the NGVD 29 superseded value.
 BL1678
 BL1678.The geoid height was determined by GEOID03.
 BL1678
 BL1678;                    North         East    Units  Estimated Accuracy
 BL1678;SPC TX C     - 3,128,350.    1,154,650.      MT  (+/- 180 meters Scaled)
 BL1678
 BL1678                          SUPERSEDED SURVEY CONTROL
 BL1678
 BL1678  NGVD 29 (??/??/92)  111.278  (m)          365.08   (f) ADJ UNCH    2 0
 BL1678
 BL1678.Superseded values are not recommended for survey control.
 BL1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1678.See file dsdata.txt to determine how the superseded data were derived.
 BL1678
 BL1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ526033(NAD 83)
 BL1678_MARKER: DB = BENCH MARK DISK
 BL1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1678_STAMPING: P 987 1947
 BL1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1678+STABILITY: SURFACE MOTION
 BL1678
 BL1678  HISTORY     - Date     Condition        Report By
 BL1678  HISTORY     - 1947     MONUMENTED       CGS
 BL1678  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1678
 BL1678                          STATION DESCRIPTION
 BL1678
 BL1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1678'2.4 MI NW FROM HUNTSVILLE.
 BL1678'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE COURT HOUSE AT
 BL1678'HUNTSVILLE, AT THE MAIN ENTRANCE TO THE SAM HOUSTON STATE COLLEGE
 BL1678'AIRPORT, 56.0 FEET WEST OF THE CENTER OF THE ENTRANCE ROAD, 47.5 FEET
 BL1678'NORTH OF THE CENTER OF THE HIGHWAY, 20.0 FEET NORTHWEST OF A TELEPHONE
 BL1678'POLE, 2.5 FEET WEST OF A REFERENCE POST, 1.0 FOOT SOUTH OF THE NORTH
 BL1678'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 BL1678'THE HIGHWAY AND PROJECTING 0.1 FOOT.
 BL1678
 BL1678                          STATION RECOVERY (1996)
 BL1678
 BL1678'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1372 ***********************************************************************
 BY1372  DESIGNATION -  P 988
 BY1372  PID         -  BY1372
 BY1372  STATE/COUNTY-  TX/HOUSTON
 BY1372  USGS QUAD   -  CROCKETT (1950)
 BY1372
 BY1372                         *CURRENT SURVEY CONTROL
 BY1372  ___________________________________________________________________
 BY1372* NAD 83(1986)-  31 17 19.     (N)    095 27 54.     (W)     SCALED    
 BY1372* NAVD 88     -       112.406  (meters)     368.79   (feet)  ADJUSTED  
 BY1372  ___________________________________________________________________
 BY1372  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BY1372  DYNAMIC HT  -         112.265 (meters)     368.32  (feet)  COMP
 BY1372  MODELED GRAV-     979,384.5   (mgal)                       NAVD 88
 BY1372
 BY1372  VERT ORDER  -  FIRST     CLASS II
 BY1372
 BY1372.The horizontal coordinates were scaled from a topographic map and have
 BY1372.an estimated accuracy of +/- 6 seconds.
 BY1372
 BY1372.The orthometric height was determined by differential leveling
 BY1372.and adjusted by the National Geodetic Survey in June 1991..
 BY1372
 BY1372.The geoid height was determined by GEOID03.
 BY1372
 BY1372.The dynamic height is computed by dividing the NAVD 88
 BY1372.geopotential number by the normal gravity value computed on the
 BY1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1372.degrees latitude (g = 980.6199 gals.).
 BY1372
 BY1372.The modeled gravity was interpolated from observed gravity values.
 BY1372
 BY1372;                    North         East    Units  Estimated Accuracy
 BY1372;SPC TX C     - 3,189,940.    1,163,340.      MT  (+/- 180 meters Scaled)
 BY1372
 BY1372                          SUPERSEDED SURVEY CONTROL
 BY1372
 BY1372  NGVD 29 (??/??/92)  112.388  (m)          368.73   (f) ADJ UNCH    1 2
 BY1372
 BY1372.Superseded values are not recommended for survey control.
 BY1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1372.See file dsdata.txt to determine how the superseded data were derived.
 BY1372
 BY1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ653642(NAD 83)
 BY1372_MARKER: DB = BENCH MARK DISK
 BY1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1372_STAMPING: P 988 1947
 BY1372_PROJECTION: PROJECTING 9 CENTIMETERS
 BY1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1372+STABILITY: SURFACE MOTION
 BY1372
 BY1372  HISTORY     - Date     Condition        Report By
 BY1372  HISTORY     - 1947     MONUMENTED       CGS
 BY1372  HISTORY     - 1960     GOOD             NGS
 BY1372  HISTORY     - 1980     GOOD             NGS
 BY1372
 BY1372                          STATION DESCRIPTION
 BY1372
 BY1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1372'2.55 MI S FROM CROCKETT.
 BY1372'ABOUT 1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1372'STATION AT CROCKETT, THENCE 0.4 MILE NORTHEAST ALONG FARM ROAD 2110,
 BY1372'THENCE 1.15 MILES SOUTH ALONG STATE HIGHWAY 45, OR ABOUT 2.1 MILES
 BY1372'SOUTH ALONG THE HIGHWAY FROM THE COURTHOUSE AT CROCKETT, ON THE CREST
 BY1372'OF A HILL, 51 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 208
 BY1372'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 103 FEET
 BY1372'NORTH OF THE CENTER LINE OF A DRIVEWAY, 3 1/2 FEET SOUTH OF A FENCE
 BY1372'CORNER, 8 FEET NORTH OF AN 8-INCH LIVE OAK TREE, ABOUT LEVEL WITH THE
 BY1372'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BY1372
 BY1372                          STATION RECOVERY (1980)
 BY1372
 BY1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1372'3.1 KM. (1.95 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE HOUSTON
 BY1372'COUNTY COURTHOUSE IN CROCKETT, AT THE CREST OF A HILL, 16.5 M.
 BY1372'(54.0 FT.) WEST OF THE CENTERLINE OF THE HIGHWAY, 10.6 M. (34.9 FT.)
 BY1372'SOUTH OF A PRIVATE DIRT DRIVE LEADING WEST, 6.0 M. (19.8 FT.)
 BY1372'SOUTHWEST OF THE SOUTHEAST END OF A 50-CM. PIPE CULVERT, 63.4 M.
 BY1372'(208 FT.) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 2.4 M.
 BY1372'(8.0 FT.) NORTH OF A 50-CM. LIVE OAK TREE.
 BY1372'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BY1372'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1392 ***********************************************************************
 BL1392  DESIGNATION -  P 989
 BL1392  PID         -  BL1392
 BL1392  STATE/COUNTY-  TX/SAN JACINTO
 BL1392  USGS QUAD   -  CONROE NE (1976)
 BL1392
 BL1392                         *CURRENT SURVEY CONTROL
 BL1392  ___________________________________________________________________
 BL1392* NAD 83(1986)-  30 28 44.     (N)    095 20 48.     (W)     SCALED    
 BL1392* NAVD 88     -        93.38   (+/-2cm)     306.4    (feet)  VERTCON   
 BL1392  ___________________________________________________________________
 BL1392  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1392
 BL1392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1392
 BL1392.The horizontal coordinates were scaled from a topographic map and have
 BL1392.an estimated accuracy of +/- 6 seconds.
 BL1392
 BL1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1392.The vertical order pertains to the NGVD 29 superseded value.
 BL1392
 BL1392.The geoid height was determined by GEOID03.
 BL1392
 BL1392;                    North         East    Units  Estimated Accuracy
 BL1392;SPC TX C     - 3,100,770.    1,178,620.      MT  (+/- 180 meters Scaled)
 BL1392
 BL1392                          SUPERSEDED SURVEY CONTROL
 BL1392
 BL1392  NGVD 29 (??/??/92)   93.384  (m)          306.38   (f) ADJ UNCH    2 0
 BL1392
 BL1392.Superseded values are not recommended for survey control.
 BL1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1392.See file dsdata.txt to determine how the superseded data were derived.
 BL1392
 BL1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP747741(NAD 83)
 BL1392_MARKER: DB = BENCH MARK DISK
 BL1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1392_STAMPING: P 989 1947
 BL1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1392+STABILITY: SURFACE MOTION
 BL1392
 BL1392  HISTORY     - Date     Condition        Report By
 BL1392  HISTORY     - 1947     MONUMENTED       CGS
 BL1392
 BL1392                          STATION DESCRIPTION
 BL1392
 BL1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1392'10.5 MI SW FROM EVERGREEN.
 BL1392'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1392'EVERGREEN, THENCE 0.9 MILE SOUTH ALONG A DIM TRAIL, THENCE 0.1 MILE
 BL1392'WEST ALONG A DIM TRAIL, THENCE 0.3 MILE SOUTH TO A FORK IN THE TRAIL,
 BL1392'THENCE 2.3 MILES SOUTH ALONG A DIM TRAIL, 15 YARDS WEST OF THE REMAINS
 BL1392'OF AN ABANDONED SAWMILL, 62.0 FEET EAST OF AND LEVEL WITH THE CENTER
 BL1392'LINE OF THE TRAIL, 46.0 FEET NORTH OF A 10 INCH TRIANGULAR BLAZED PINE
 BL1392'TREE, 41.5 FEET SOUTHWEST OF A 30 INCH OAK TREE, 20.0 FEET WEST OF A
 BL1392'30 INCH OAK TREE, 3.0 FEET SOUTHEAST OF A WITNESS POST, 0.15 MILE
 BL1392'NORTH ALONG A ONE TRACK DIRT ROAD AND 1.0 MILE NORTHWEST ALONG A PIPE
 BL1392'LINE ROAD AND TELEPHONE LINE FROM BENCH MARK U 989, SET IN THE TOP OF
 BL1392'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0130 ***********************************************************************
 BL0130  DESIGNATION -  P 99
 BL0130  PID         -  BL0130
 BL0130  STATE/COUNTY-  TX/TYLER
 BL0130  USGS QUAD   -  PACE HILL (1984)
 BL0130
 BL0130                         *CURRENT SURVEY CONTROL
 BL0130  ___________________________________________________________________
 BL0130* NAD 83(1986)-  30 58 37.     (N)    094 14 59.     (W)     SCALED    
 BL0130* NAVD 88     -        39.88   (+/-2cm)     130.8    (feet)  VERTCON   
 BL0130  ___________________________________________________________________
 BL0130  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BL0130
 BL0130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0130
 BL0130.The horizontal coordinates were scaled from a topographic map and have
 BL0130.an estimated accuracy of +/- 6 seconds.
 BL0130
 BL0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0130.The vertical order pertains to the NGVD 29 superseded value.
 BL0130
 BL0130.The geoid height was determined by GEOID03.
 BL0130
 BL0130;                    North         East    Units  Estimated Accuracy
 BL0130;SPC TX C     - 3,161,140.    1,280,790.      MT  (+/- 180 meters Scaled)
 BL0130
 BL0130                          SUPERSEDED SURVEY CONTROL
 BL0130
 BL0130  NGVD 29 (??/??/92)   39.888  (m)          130.87   (f) ADJ UNCH    2 0
 BL0130
 BL0130.Superseded values are not recommended for survey control.
 BL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0130.See file dsdata.txt to determine how the superseded data were derived.
 BL0130
 BL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ806277(NAD 83)
 BL0130_MARKER: DB = BENCH MARK DISK
 BL0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0130_STAMPING: P 99 1952
 BL0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0130+STABILITY: SURFACE MOTION
 BL0130
 BL0130  HISTORY     - Date     Condition        Report By
 BL0130  HISTORY     - 1952     MONUMENTED       CGS
 BL0130
 BL0130                          STATION DESCRIPTION
 BL0130
 BL0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0130'9.6 MI SE FROM ROCKLAND.
 BL0130'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BL0130'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BL0130'DIRT ROAD, THENCE 5.4 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 0.75
 BL0130'MILE NORTHEAST ALONG A WOODS ROAD, THENCE 0.35 MILE SOUTHEAST ALONG AN
 BL0130'ABANDONED WOODS ROAD, THENCE 0.1 MILE EAST ALONG AN ABANDONED WOODS
 BL0130'ROAD, ON TOP OF A SMALL HILL, 44 FEET NORTH OF THE CENTER LINE OF THE
 BL0130'WOODS ROAD LEADING EAST TO THE NECHES RIVER, 19 FEET SOUTH OF A 14
 BL0130'INCH TRIANGULAR BLAZED PINE TREE, 10 FEET SOUTH OF THE CENTER LINE OF
 BL0130'A DIM TRACK ROAD, 1.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 BL0130'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0909 ***********************************************************************
 CR0909  DESIGNATION -  P 991
 CR0909  PID         -  CR0909
 CR0909  STATE/COUNTY-  TX/SMITH
 CR0909  USGS QUAD   -  VAN LAKE (1981)
 CR0909
 CR0909                         *CURRENT SURVEY CONTROL
 CR0909  ___________________________________________________________________
 CR0909* NAD 83(1986)-  32 35 25.     (N)    095 34 59.     (W)     SCALED    
 CR0909* NAVD 88     -       127.371  (meters)     417.88   (feet)  ADJUSTED  
 CR0909  ___________________________________________________________________
 CR0909  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR0909  DYNAMIC HT  -         127.225 (meters)     417.40  (feet)  COMP
 CR0909  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 CR0909
 CR0909  VERT ORDER  -  SECOND    CLASS 0
 CR0909
 CR0909.The horizontal coordinates were scaled from a topographic map and have
 CR0909.an estimated accuracy of +/- 6 seconds.
 CR0909
 CR0909.The orthometric height was determined by differential leveling
 CR0909.and adjusted by the National Geodetic Survey in June 1991..
 CR0909
 CR0909.The geoid height was determined by GEOID03.
 CR0909
 CR0909.The dynamic height is computed by dividing the NAVD 88
 CR0909.geopotential number by the normal gravity value computed on the
 CR0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0909.degrees latitude (g = 980.6199 gals.).
 CR0909
 CR0909.The modeled gravity was interpolated from observed gravity values.
 CR0909
 CR0909;                    North         East    Units  Estimated Accuracy
 CR0909;SPC TXNC     - 2,106,220.      873,790.      MT  (+/- 180 meters Scaled)
 CR0909
 CR0909                          SUPERSEDED SURVEY CONTROL
 CR0909
 CR0909  NGVD 29 (??/??/92)  127.393  (m)          417.96   (f) ADJ UNCH    2 0
 CR0909
 CR0909.Superseded values are not recommended for survey control.
 CR0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0909.See file dsdata.txt to determine how the superseded data were derived.
 CR0909
 CR0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS575088(NAD 83)
 CR0909_MARKER: DB = BENCH MARK DISK
 CR0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0909_STAMPING: P 991 1948
 CR0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0909+STABILITY: SURFACE MOTION
 CR0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0909+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0909
 CR0909  HISTORY     - Date     Condition        Report By
 CR0909  HISTORY     - 1948     MONUMENTED       CGS
 CR0909  HISTORY     - 19960420 GOOD             USPSQD
 CR0909  HISTORY     - 20040605 GOOD             USPSQD
 CR0909  HISTORY     - 20050712 GOOD             USPSQD
 CR0909
 CR0909                          STATION DESCRIPTION
 CR0909
 CR0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0909'IN JAMESTOWN.
 CR0909'AT JAMESTOWN, 105.0 FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD,
 CR0909'59.0 FEET NORTH OF A FENCE ALONG THE SOUTH BOUNDARY OF THE PROPERTY OF
 CR0909'THE CHURCH OF CHRIST, 30.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CR0909'THE CHURCH OF CHRIST, 5.0 FEET WEST OF A 12-INCH OAK TREE, MIDWAY
 CR0909'BETWEEN TWO 12-INCH OAK TREES THAT ARE 8.4 FEET APART, SET IN THE TOP
 CR0909'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CR0909
 CR0909                          STATION RECOVERY (1996)
 CR0909
 CR0909'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0909'RECOVERED IN GOOD CONDITION.
 CR0909
 CR0909                          STATION RECOVERY (2004)
 CR0909
 CR0909'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0909'RECOVERED IN GOOD CONDITION.
 CR0909
 CR0909                          STATION RECOVERY (2005)
 CR0909
 CR0909'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0882 ***********************************************************************
 CR0882  DESIGNATION -  P 992
 CR0882  PID         -  CR0882
 CR0882  STATE/COUNTY-  TX/VAN ZANDT
 CR0882  USGS QUAD   -  GRAND SALINE (1981)
 CR0882
 CR0882                         *CURRENT SURVEY CONTROL
 CR0882  ___________________________________________________________________
 CR0882* NAD 83(1986)-  32 40 20.     (N)    095 42 55.     (W)     SCALED    
 CR0882* NAVD 88     -       125.934  (meters)     413.17   (feet)  ADJUSTED  
 CR0882  ___________________________________________________________________
 CR0882  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CR0882  DYNAMIC HT  -         125.792 (meters)     412.70  (feet)  COMP
 CR0882  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 CR0882
 CR0882  VERT ORDER  -  SECOND    CLASS 0
 CR0882
 CR0882.The horizontal coordinates were scaled from a topographic map and have
 CR0882.an estimated accuracy of +/- 6 seconds.
 CR0882
 CR0882.The orthometric height was determined by differential leveling
 CR0882.and adjusted by the National Geodetic Survey in June 1991..
 CR0882
 CR0882.The geoid height was determined by GEOID03.
 CR0882
 CR0882.The dynamic height is computed by dividing the NAVD 88
 CR0882.geopotential number by the normal gravity value computed on the
 CR0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0882.degrees latitude (g = 980.6199 gals.).
 CR0882
 CR0882.The modeled gravity was interpolated from observed gravity values.
 CR0882
 CR0882;                    North         East    Units  Estimated Accuracy
 CR0882;SPC TXNC     - 2,114,970.      861,140.      MT  (+/- 180 meters Scaled)
 CR0882
 CR0882                          SUPERSEDED SURVEY CONTROL
 CR0882
 CR0882  NGVD 29 (??/??/92)  125.95   (m)          413.2    (f) COMPUTED    2 0
 CR0882
 CR0882.Superseded values are not recommended for survey control.
 CR0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0882.See file dsdata.txt to determine how the superseded data were derived.
 CR0882
 CR0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS453182(NAD 83)
 CR0882_MARKER: DB = BENCH MARK DISK
 CR0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0882_SP_SET: TOWER BASE
 CR0882_STAMPING: P 992 1948
 CR0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0882
 CR0882  HISTORY     - Date     Condition        Report By
 CR0882  HISTORY     - 1948     MONUMENTED       CGS
 CR0882  HISTORY     - 1958     MARK NOT FOUND   LOCENG
 CR0882
 CR0882                          STATION DESCRIPTION
 CR0882
 CR0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0882'0.4 MI W FROM GRAND SALINE.
 CR0882'0.4 MILE WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CR0882'GRAND SALINE, AT A ROAD CROSSING, 26.5 FEET EAST OF THE CENTER LINE OF
 CR0882'THE ROAD, 10.7 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 0.7
 CR0882'FOOT SOUTHEAST OF THE NORTHWEST CORNER OF AND SET IN THE TOP OF AN
 CR0882'ABANDONED FLOODLIGHT TOWER BASE WHICH PROJECTS 1.5 FEET ABOVE THE
 CR0882'GROUND.
 CR0882
 CR0882                          STATION RECOVERY (1958)
 CR0882
 CR0882'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 CR0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0873 ***********************************************************************
 CR0873  DESIGNATION -  P 994
 CR0873  PID         -  CR0873
 CR0873  STATE/COUNTY-  TX/VAN ZANDT
 CR0873  USGS QUAD   -  GRAND SALINE (1981)
 CR0873
 CR0873                         *CURRENT SURVEY CONTROL
 CR0873  ___________________________________________________________________
 CR0873* NAD 83(1986)-  32 40 24.     (N)    095 37 51.     (W)     SCALED    
 CR0873* NAVD 88     -       114.595  (meters)     375.97   (feet)  ADJUSTED  
 CR0873  ___________________________________________________________________
 CR0873  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CR0873  DYNAMIC HT  -         114.465 (meters)     375.54  (feet)  COMP
 CR0873  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 CR0873
 CR0873  VERT ORDER  -  SECOND    CLASS 0
 CR0873
 CR0873.The horizontal coordinates were scaled from a topographic map and have
 CR0873.an estimated accuracy of +/- 6 seconds.
 CR0873
 CR0873.The orthometric height was determined by differential leveling
 CR0873.and adjusted by the National Geodetic Survey in June 1991..
 CR0873
 CR0873.The geoid height was determined by GEOID03.
 CR0873
 CR0873.The dynamic height is computed by dividing the NAVD 88
 CR0873.geopotential number by the normal gravity value computed on the
 CR0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0873.degrees latitude (g = 980.6199 gals.).
 CR0873
 CR0873.The modeled gravity was interpolated from observed gravity values.
 CR0873
 CR0873;                    North         East    Units  Estimated Accuracy
 CR0873;SPC TXNC     - 2,115,300.      869,060.      MT  (+/- 180 meters Scaled)
 CR0873
 CR0873                          SUPERSEDED SURVEY CONTROL
 CR0873
 CR0873  NGVD 29 (??/??/92)  114.616  (m)          376.04   (f) ADJ UNCH    2 0
 CR0873
 CR0873.Superseded values are not recommended for survey control.
 CR0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0873.See file dsdata.txt to determine how the superseded data were derived.
 CR0873
 CR0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS533181(NAD 83)
 CR0873_MARKER: DB = BENCH MARK DISK
 CR0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0873_STAMPING: P 994 1948
 CR0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0873+STABILITY: SURFACE MOTION
 CR0873
 CR0873  HISTORY     - Date     Condition        Report By
 CR0873  HISTORY     - 1948     MONUMENTED       CGS
 CR0873  HISTORY     - 1974     MARK NOT FOUND   DOD
 CR0873  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0873
 CR0873                          STATION DESCRIPTION
 CR0873
 CR0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0873'4.5 MI E FROM GRAND SALINE.
 CR0873'4.5 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE JUNCTION OF STATE
 CR0873'HIGHWAY 110 AT GRAND SALINE, AT A ROADSIDE PARK, 83.2 FEET NORTHEAST
 CR0873'OF THE NORTHEAST CORNER OF THE TOP OF A STONE PICNIC TABLE, 67.0 FEET
 CR0873'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 63.0 FEET SOUTHEAST OF THE
 CR0873'CENTER LINE OF THE ENTRANCE AT THE NORTHEAST CORNER OF THE PARK, 14.6
 CR0873'FEET WEST OF A ROW OF POSTS ALONG THE EAST BOUNDARY OF THE PARK, 11.4
 CR0873'FEET SOUTH OF A 30-INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST
 CR0873'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0873
 CR0873                          STATION RECOVERY (1974)
 CR0873
 CR0873'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 CR0873'MARK NOT FOUND.
 CR0873
 CR0873                          STATION RECOVERY (1995)
 CR0873
 CR0873'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0134 ***********************************************************************
 BY0134  DESIGNATION -  P 995
 BY0134  PID         -  BY0134
 BY0134  STATE/COUNTY-  TX/SHELBY
 BY0134  USGS QUAD   -  ARCADIA (1984)
 BY0134
 BY0134                         *CURRENT SURVEY CONTROL
 BY0134  ___________________________________________________________________
 BY0134* NAD 83(1986)-  31 49 39.     (N)    094 18 17.     (W)     SCALED    
 BY0134* NAVD 88     -       123.95   (+/-2cm)     406.7    (feet)  VERTCON   
 BY0134  ___________________________________________________________________
 BY0134  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BY0134
 BY0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0134
 BY0134.The horizontal coordinates were scaled from a topographic map and have
 BY0134.an estimated accuracy of +/- 6 seconds.
 BY0134
 BY0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0134.The vertical order pertains to the NGVD 29 superseded value.
 BY0134
 BY0134.The geoid height was determined by GEOID03.
 BY0134
 BY0134;                    North         East    Units  Estimated Accuracy
 BY0134;SPC TX C     - 3,255,010.    1,270,440.      MT  (+/- 180 meters Scaled)
 BY0134
 BY0134                          SUPERSEDED SURVEY CONTROL
 BY0134
 BY0134  NGVD 29 (??/??/92)  123.973  (m)          406.73   (f) ADJ UNCH    2 0
 BY0134
 BY0134.Superseded values are not recommended for survey control.
 BY0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0134.See file dsdata.txt to determine how the superseded data were derived.
 BY0134
 BY0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR765220(NAD 83)
 BY0134_MARKER: DB = BENCH MARK DISK
 BY0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0134_STAMPING: P 995 1949
 BY0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0134+STABILITY: SURFACE MOTION
 BY0134
 BY0134  HISTORY     - Date     Condition        Report By
 BY0134  HISTORY     - 1949     MONUMENTED       CGS
 BY0134
 BY0134                          STATION DESCRIPTION
 BY0134
 BY0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0134'8.25 MI W FROM CENTER.
 BY0134'1.25 MILES NORTH ALONG U. S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0134'COURTHOUSE AT CENTER, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY 87,
 BY0134'0.95 MILE EAST OF HUBERT AND BENCH MARK M 487, AT A FARM HOME OCCUPIED
 BY0134'BY M. H. MCKINNEY AND OWNED BY N. C. COOK, 63.3 FEET SOUTHEAST OF THE
 BY0134'SOUTHEAST CORNER OF THE HOUSE, 51.0 FEET NORTH OF THE CENTER LINE OF
 BY0134'THE HIGHWAY, 42.0 FEET EAST OF CORNER POST AT THE SOUTHEAST CORNER OF
 BY0134'THE YARD, 37.0 FEET NORTHEAST OF A 12-INCH PINE TREE, 21.0 FEET
 BY0134'NORTHWEST OF A 10-INCH PINE TREE, 1.8 FEET WEST OF A REFERENCE POST,
 BY0134'1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0134'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0381 ***********************************************************************
 CS0381  DESIGNATION -  P 996
 CS0381  PID         -  CS0381
 CS0381  STATE/COUNTY-  TX/KAUFMAN
 CS0381  USGS QUAD   -  KEMP (1981)
 CS0381
 CS0381                         *CURRENT SURVEY CONTROL
 CS0381  ___________________________________________________________________
 CS0381* NAD 83(1986)-  32 27 00.     (N)    096 12 51.     (W)     SCALED    
 CS0381* NAVD 88     -       119.174  (meters)     390.99   (feet)  ADJUSTED  
 CS0381  ___________________________________________________________________
 CS0381  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0381  DYNAMIC HT  -         119.040 (meters)     390.55  (feet)  COMP
 CS0381  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 CS0381
 CS0381  VERT ORDER  -  SECOND    CLASS 0
 CS0381
 CS0381.The horizontal coordinates were scaled from a topographic map and have
 CS0381.an estimated accuracy of +/- 6 seconds.
 CS0381
 CS0381.The orthometric height was determined by differential leveling
 CS0381.and adjusted by the National Geodetic Survey in June 1991..
 CS0381
 CS0381.The geoid height was determined by GEOID03.
 CS0381
 CS0381.The dynamic height is computed by dividing the NAVD 88
 CS0381.geopotential number by the normal gravity value computed on the
 CS0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0381.degrees latitude (g = 980.6199 gals.).
 CS0381
 CS0381.The modeled gravity was interpolated from observed gravity values.
 CS0381
 CS0381;                    North         East    Units  Estimated Accuracy
 CS0381;SPC TXNC     - 2,089,200.      814,900.      MT  (+/- 180 meters Scaled)
 CS0381
 CS0381                          SUPERSEDED SURVEY CONTROL
 CS0381
 CS0381  NGVD 29 (??/??/92)  119.189  (m)          391.04   (f) ADJ UNCH    2 0
 CS0381
 CS0381.Superseded values are not recommended for survey control.
 CS0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0381.See file dsdata.txt to determine how the superseded data were derived.
 CS0381
 CS0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA618937(NAD 83)
 CS0381_MARKER: DB = BENCH MARK DISK
 CS0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0381_STAMPING: P 996 1948
 CS0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0381+STABILITY: SURFACE MOTION
 CS0381
 CS0381  HISTORY     - Date     Condition        Report By
 CS0381  HISTORY     - 1948     MONUMENTED       CGS
 CS0381
 CS0381                          STATION DESCRIPTION
 CS0381
 CS0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0381'1.0 MI NE FROM KEMP.
 CS0381'1.0 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH AT
 CS0381'KEMP, 0.1 MILE SOUTHWEST OF A CURVE IN THE ROAD, 115.0 FEET SOUTHEAST
 CS0381'OF THE CENTER LINE OF THE ROAD, 60.9 FEET NORTHEAST OF THE NORTH
 CS0381'CORNER OF THE LEE C. REED FARMHOUSE, 27.5 FEET NORTH OF THE CENTER OF
 CS0381'A WELL, 6.6 FEET NORTHWEST OF THE NORTHWEST END OF A WOODEN GATE
 CS0381'LEADING TO A BARNYARD, 1.4 FEET SOUTHWEST OF A FENCE, 1.6 FEET
 CS0381'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CS0381'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0970 ***********************************************************************
 CR0970  DESIGNATION -  P 997
 CR0970  PID         -  CR0970
 CR0970  STATE/COUNTY-  TX/VAN ZANDT
 CR0970  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0970
 CR0970                         *CURRENT SURVEY CONTROL
 CR0970  ___________________________________________________________________
 CR0970* NAD 83(1986)-  32 30 38.     (N)    095 54 26.     (W)     SCALED    
 CR0970* NAVD 88     -       173.870  (meters)     570.44   (feet)  ADJUSTED  
 CR0970  ___________________________________________________________________
 CR0970  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CR0970  DYNAMIC HT  -         173.671 (meters)     569.79  (feet)  COMP
 CR0970  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CR0970
 CR0970  VERT ORDER  -  SECOND    CLASS 0
 CR0970
 CR0970.The horizontal coordinates were scaled from a topographic map and have
 CR0970.an estimated accuracy of +/- 6 seconds.
 CR0970
 CR0970.The orthometric height was determined by differential leveling
 CR0970.and adjusted by the National Geodetic Survey in June 1991..
 CR0970
 CR0970.The geoid height was determined by GEOID03.
 CR0970
 CR0970.The dynamic height is computed by dividing the NAVD 88
 CR0970.geopotential number by the normal gravity value computed on the
 CR0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0970.degrees latitude (g = 980.6199 gals.).
 CR0970
 CR0970.The modeled gravity was interpolated from observed gravity values.
 CR0970
 CR0970;                    North         East    Units  Estimated Accuracy
 CR0970;SPC TXNC     - 2,096,590.      843,590.      MT  (+/- 180 meters Scaled)
 CR0970
 CR0970                          SUPERSEDED SURVEY CONTROL
 CR0970
 CR0970  NGVD 29 (??/??/92)  173.877  (m)          570.46   (f) ADJ UNCH    2 0
 CR0970
 CR0970.Superseded values are not recommended for survey control.
 CR0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0970.See file dsdata.txt to determine how the superseded data were derived.
 CR0970
 CR0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS268007(NAD 83)
 CR0970_MARKER: DB = BENCH MARK DISK
 CR0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0970_STAMPING: P 997 1948
 CR0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0970+STABILITY: SURFACE MOTION
 CR0970
 CR0970  HISTORY     - Date     Condition        Report By
 CR0970  HISTORY     - 1948     MONUMENTED       CGS
 CR0970  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 CR0970
 CR0970                          STATION DESCRIPTION
 CR0970
 CR0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0970'3.95 MI SW FROM CANTON.
 CR0970'3.95 MILES SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE COURTHOUSE AT
 CR0970'CANTON, ON TOP OF A HILL, 129.4 FEET SOUTHEAST OF THE SOUTH CORNER OF
 CR0970'A. R. PIRTLE FARMHOUSE AND IN LINE WITH THE EXTENDED SOUTH WALL OF THE
 CR0970'FARMHOUSE, 49.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29.7
 CR0970'FEET SOUTHWEST OF THE SOUTHWEST END OF A GATE, 1.0 FOOT NORTHWEST OF A
 CR0970'FENCE, 1.4 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 CR0970'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0970
 CR0970                          STATION RECOVERY (1995)
 CR0970
 CR0970'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0638 ***********************************************************************
 CR0638  DESIGNATION -  P 998
 CR0638  PID         -  CR0638
 CR0638  STATE/COUNTY-  TX/VAN ZANDT
 CR0638  USGS QUAD   -  PHALBA (1984)
 CR0638
 CR0638                         *CURRENT SURVEY CONTROL
 CR0638  ___________________________________________________________________
 CR0638* NAD 83(1986)-  32 28 25.     (N)    095 56 15.     (W)     SCALED    
 CR0638* NAVD 88     -       158.465  (meters)     519.90   (feet)  ADJUSTED  
 CR0638  ___________________________________________________________________
 CR0638  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CR0638  DYNAMIC HT  -         158.284 (meters)     519.30  (feet)  COMP
 CR0638  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 CR0638
 CR0638  VERT ORDER  -  SECOND    CLASS 0
 CR0638
 CR0638.The horizontal coordinates were scaled from a topographic map and have
 CR0638.an estimated accuracy of +/- 6 seconds.
 CR0638
 CR0638.The orthometric height was determined by differential leveling
 CR0638.and adjusted by the National Geodetic Survey in June 1991..
 CR0638
 CR0638.The geoid height was determined by GEOID03.
 CR0638
 CR0638.The dynamic height is computed by dividing the NAVD 88
 CR0638.geopotential number by the normal gravity value computed on the
 CR0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0638.degrees latitude (g = 980.6199 gals.).
 CR0638
 CR0638.The modeled gravity was interpolated from observed gravity values.
 CR0638
 CR0638;                    North         East    Units  Estimated Accuracy
 CR0638;SPC TXNC     - 2,092,420.      840,840.      MT  (+/- 180 meters Scaled)
 CR0638
 CR0638                          SUPERSEDED SURVEY CONTROL
 CR0638
 CR0638  NGVD 29 (??/??/92)  158.472  (m)          519.92   (f) ADJ UNCH    2 0
 CR0638
 CR0638.Superseded values are not recommended for survey control.
 CR0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0638.See file dsdata.txt to determine how the superseded data were derived.
 CR0638
 CR0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR239967(NAD 83)
 CR0638_MARKER: DB = BENCH MARK DISK
 CR0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0638_STAMPING: P 998 1948
 CR0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0638+STABILITY: SURFACE MOTION
 CR0638
 CR0638  HISTORY     - Date     Condition        Report By
 CR0638  HISTORY     - 1948     MONUMENTED       CGS
 CR0638  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0638
 CR0638                          STATION DESCRIPTION
 CR0638
 CR0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0638'0.8 MI SW FROM JACKSON.
 CR0638'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY SCHOOL
 CR0638'AT JACKSON, AT AN ABANDONED FARMHOUSE SITE, AT A JUNCTION WITH A ROAD
 CR0638'LEADING WEST, 123.0 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 CR0638'WEST, 64.2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18.0 FEET
 CR0638'WEST OF A FENCE CORNER, 2.2 FEET EAST OF A REFERENCE POST, 1.3 FEET
 CR0638'SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CR0638'FOOT ABOVE THE GROUND.
 CR0638
 CR0638                          STATION RECOVERY (1995)
 CR0638
 CR0638'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1490 ***********************************************************************
 BY1490  DESIGNATION -  P 999
 BY1490  PID         -  BY1490
 BY1490  STATE/COUNTY-  TX/HOUSTON
 BY1490  USGS QUAD   -  KENNARD (1951)
 BY1490
 BY1490                         *CURRENT SURVEY CONTROL
 BY1490  ___________________________________________________________________
 BY1490* NAD 83(1986)-  31 17 37.     (N)    095 08 11.     (W)     SCALED    
 BY1490* NAVD 88     -        89.08   (+/-2cm)     292.3    (feet)  VERTCON   
 BY1490  ___________________________________________________________________
 BY1490  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1490
 BY1490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1490
 BY1490.The horizontal coordinates were scaled from a topographic map and have
 BY1490.an estimated accuracy of +/- 6 seconds.
 BY1490
 BY1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1490.The vertical order pertains to the NGVD 29 superseded value.
 BY1490
 BY1490.The geoid height was determined by GEOID03.
 BY1490
 BY1490;                    North         East    Units  Estimated Accuracy
 BY1490;SPC TX C     - 3,191,910.    1,194,570.      MT  (+/- 180 meters Scaled)
 BY1490
 BY1490                          SUPERSEDED SURVEY CONTROL
 BY1490
 BY1490  NGVD 29 (??/??/92)   89.106  (m)          292.34   (f) ADJ UNCH    2 0
 BY1490
 BY1490.Superseded values are not recommended for survey control.
 BY1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1490.See file dsdata.txt to determine how the superseded data were derived.
 BY1490
 BY1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ966641(NAD 83)
 BY1490_MARKER: DB = BENCH MARK DISK
 BY1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1490_STAMPING: P 999 1948
 BY1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1490+STABILITY: SURFACE MOTION
 BY1490
 BY1490  HISTORY     - Date     Condition        Report By
 BY1490  HISTORY     - 1948     MONUMENTED       CGS
 BY1490
 BY1490                          STATION DESCRIPTION
 BY1490
 BY1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1490'6.40 MI E FROM KENNARD.
 BY1490'4.55 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 25
 BY1490'FROM THE FARMERS GUARANTEE STATE BANK AT KENNARD, THENCE 1.85 MILES
 BY1490'EAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 27, 133.3 FEET WEST
 BY1490'OF THE SOUTH END OF A 24-INCH CONCRETE TILE CULVERT, 121.0 FEET
 BY1490'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE OVER HAGER CREEK, 40.0
 BY1490'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET WEST OF A
 BY1490'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 BY1490'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0272 ***********************************************************************
 FM0272  DESIGNATION -  P TT 27 L
 FM0272  PID         -  FM0272
 FM0272  STATE/COUNTY-  TX/OLDHAM
 FM0272  USGS QUAD   -  ADY (1966)
 FM0272
 FM0272                         *CURRENT SURVEY CONTROL
 FM0272  ___________________________________________________________________
 FM0272* NAD 83(1986)-  35 28 47.     (N)    102 14 52.     (W)     SCALED    
 FM0272* NAVD 88     -      1069.778  (meters)    3509.76   (feet)  POSTED    
 FM0272  ___________________________________________________________________
 FM0272  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 FM0272  DYNAMIC HT  -        1068.530 (meters)    3505.67  (feet)  COMP
 FM0272  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 FM0272
 FM0272  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FM0272
 FM0272.The horizontal coordinates were scaled from a topographic map and have
 FM0272.an estimated accuracy of +/- 6 seconds.
 FM0272
 FM0272.The orthometric height was determined by differential leveling
 FM0272.and adjusted by the National Geodetic Survey in 1992..
 FM0272.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FM0272.rate of 1.1 thru 2.0 mm/km.
 FM0272
 FM0272.The geoid height was determined by GEOID03.
 FM0272
 FM0272.The dynamic height is computed by dividing the NAVD 88
 FM0272.geopotential number by the normal gravity value computed on the
 FM0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0272.degrees latitude (g = 980.6199 gals.).
 FM0272
 FM0272.The modeled gravity was interpolated from observed gravity values.
 FM0272
 FM0272;                    North         East    Units  Estimated Accuracy
 FM0272;SPC TX N     - 1,164,410.      132,140.      MT  (+/- 180 meters Scaled)
 FM0272
 FM0272                          SUPERSEDED SURVEY CONTROL
 FM0272
 FM0272  NGVD 29 (??/??/92) 1069.313  (m)         3508.24   (f) ADJ UNCH    2 0
 FM0272
 FM0272.Superseded values are not recommended for survey control.
 FM0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0272.See file dsdata.txt to determine how the superseded data were derived.
 FM0272
 FM0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV497297(NAD 83)
 FM0272_MARKER: DD = SURVEY DISK
 FM0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0272_STAMPING: P TT 27 L
 FM0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0272+STABILITY: SURFACE MOTION
 FM0272
 FM0272  HISTORY     - Date     Condition        Report By
 FM0272  HISTORY     - UNK      MONUMENTED       USGS
 FM0272  HISTORY     - 1935     GOOD             NGS
 FM0272
 FM0272                          STATION DESCRIPTION
 FM0272
 FM0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0272'3.2 MI S FROM TASCOSA.
 FM0272'3.2 MILES SOUTH OF DEPOT BY ROAD.  ALONG GRADED ROAD BETWEEN TASCOSA
 FM0272'AND VEGA.  144 FEET EAST OF AUTO GATE HAVING TWO 10 X 10 IN. GATE
 FM0272'POST, AND 1 FOOT SOUTH OF EAST AND WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5787 ***********************************************************************
 AW5787  DESIGNATION -  P USE 1933
 AW5787  PID         -  AW5787
 AW5787  STATE/COUNTY-  TX/GALVESTON
 AW5787  USGS QUAD   -  FLAKE (1994)
 AW5787
 AW5787                         *CURRENT SURVEY CONTROL
 AW5787  ___________________________________________________________________
 AW5787* NAD 83(1993)-  29 23 31.92721(N)    094 43 31.24131(W)     ADJUSTED  
 AW5787* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW5787  ___________________________________________________________________
 AW5787  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW5787  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW5787
 AW5787  HORZ ORDER  -  THIRD
 AW5787
 AW5787.The horizontal coordinates were established by classical geodetic methods
 AW5787.and adjusted by the National Geodetic Survey in February 1996..
 AW5787
 AW5787.The orthometric height was scaled from a topographic map.
 AW5787
 AW5787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5787
 AW5787.The geoid height was determined by GEOID03.
 AW5787
 AW5787;                    North         East     Units Scale Factor Converg.
 AW5787;SPC TXSC     - 4,180,345.038 1,014,786.769   MT  0.99986374   +2 05 39.1
 AW5787;SPC TXSC     -13,715,015.35  3,329,346.26   sFT  0.99986374   +2 05 39.1
 AW5787;UTM  15      - 3,252,676.921   332,576.619   MT  0.99994588   -0 50 49.1
 AW5787
 AW5787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5787!SPC TXSC     -   1.00000388  x   0.99986374  =   0.99986762
 AW5787!UTM  15      -   1.00000388  x   0.99994588  =   0.99994976
 AW5787
 AW5787:                Primary Azimuth Mark                     Grid Az
 AW5787:SPC TXSC     -  GALVESTON BAY N JETTY LIGHT              136 52 57.1
 AW5787:UTM  15      -  GALVESTON BAY N JETTY LIGHT              139 49 25.3
 AW5787
 AW5787|---------------------------------------------------------------------|
 AW5787| PID    Reference Object                     Distance      Geod. Az  |
 AW5787|                                                           dddmmss.s |
 AW5787| AW5781 GALVESTON BAY N JETTY LIGHT         APPROX. 6.8 KM 1385836.2 |
 AW5787| AW5777 GALVESTON BAY ENT CHAN FR LT        APPROX. 4.2 KM 1673158.7 |
 AW5787| AW5770 GALVESTON BAY ENT CHAN RG R LT      APPROX. 3.5 KM 1813206.9 |
 AW5787| AW5769 BOLIVAR ROADS OUTER RNG F LT        APPROX. 3.8 KM 1881738.0 |
 AW5787| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 4.9 KM 2350631.9 |
 AW5787|---------------------------------------------------------------------|
 AW5787
 AW5787                          SUPERSEDED SURVEY CONTROL
 AW5787
 AW5787  NAD 83(1986)-  29 23 31.94292(N)    094 43 31.22189(W) AD(       ) 3
 AW5787  NAD 27      -  29 23 31.09813(N)    094 43 30.52311(W) AD(       ) 3
 AW5787
 AW5787.Superseded values are not recommended for survey control.
 AW5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5787.See file dsdata.txt to determine how the superseded data were derived.
 AW5787
 AW5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3257752677(NAD 83)
 AW5787_MARKER: Z = SEE DESCRIPTION
 AW5787_SETTING: 0 = UNSPECIFIED SETTING
 AW5787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5787+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 AW5787
 AW5787  HISTORY     - Date     Condition        Report By
 AW5787  HISTORY     - 1933     MONUMENTED       USE
 AW5787  HISTORY     - 1937     GOOD             CGS
 AW5787  HISTORY     - 1947     GOOD             CGS
 AW5787  HISTORY     - 1960     GOOD             CGS
 AW5787  HISTORY     - 1963     GOOD             CGS
 AW5787  HISTORY     - 1963     GOOD             CGS
 AW5787  HISTORY     - 1963     GOOD             CGS
 AW5787  HISTORY     - 1965     GOOD             CGS
 AW5787  HISTORY     - 1967     GOOD             CGS
 AW5787  HISTORY     - 1979     GOOD             NGS
 AW5787  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW5787  HISTORY     - 20010430 GOOD             USPSQD
 AW5787  HISTORY     - 20020708 GOOD             USPSQD
 AW5787  HISTORY     - 20031009 GOOD             USPSQD
 AW5787
 AW5787                          STATION DESCRIPTION
 AW5787
 AW5787'DESCRIBED BY US ENGINEERS 1933 (EDH)
 AW5787'STATION IS LOCATED ON THE GULF SHORE OF BOLIVAR PENINSULA,
 AW5787'ABOUT 3.1 MILES NE OF THE BOLIVAR LIGHTHOUSE, 350 METERS
 AW5787'NW FROM THE HIGH-WATER LINE OF THE GULF OF MEXICO, 545 METERS
 AW5787'E FROM THE INTERSECTION OF THE GALVESTON-PORT ARTHUR ROAD
 AW5787'AND A NW-SE SHELL ROAD, AND 470 METERS NE FROM THE SHELL ROAD.
 AW5787'
 AW5787'STATION IS MARKED BY A SECTION OF RAIL SET ON END IN THE
 AW5787'SAND.  A PERMANENT 35-FOOT SIGNAL OF THE ARMY ENGINEERS IS
 AW5787'CENTERED OVER THIS STATION.
 AW5787'
 AW5787'HEIGHT OF LIGHT ABOVE STATION MARK - 10.7 METERS.
 AW5787
 AW5787                          STATION RECOVERY (1937)
 AW5787
 AW5787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW5787'RECOVERED AS DESCRIBED IN 1933.
 AW5787
 AW5787                          STATION RECOVERY (1947)
 AW5787
 AW5787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5787'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STEEL
 AW5787'TRIPOD AND SLATTED SIGNAL STILL REMAIN.
 AW5787
 AW5787                          STATION RECOVERY (1960)
 AW5787
 AW5787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5787'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AW5787'FOLLOWS.
 AW5787'
 AW5787'STATION IS LOCATED ON BOLIVAR PENINSULA 3.6 MILES NORTHEAST
 AW5787'OF THE FERRY SLIP ALONG THE SOUTHEAST SIDE OF STATE HIGHWAY
 AW5787'87, ON A LOW RIDGE ABOUT MIDWAY BETWEEN HIGHWAY 87 AND THE
 AW5787'GULF.  STATION IS ABOUT 1700 FEET SOUTHEAST OF HIGHWAY 87
 AW5787'AND 1500 FEET NORTHEAST OF A SHELL ROAD RUNNING FROM THE
 AW5787'HIGHWAY TO THE BEACH.  STATION IS MARKED BY A SECTION OF
 AW5787'RAILROAD RAIL PROJECTING 1.0 FOOT ABOVE GROUND.  A 35.0 STEEL
 AW5787'TRIPOD IS IN PLACE OVER THE STATION.
 AW5787
 AW5787                          STATION RECOVERY (1963)
 AW5787
 AW5787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5787'STATION RECOVERED IN GOOD CONDITION.  THE 1960 RECOVERY
 AW5787'NOTE BY J.K.W. IS ADEQUATE.
 AW5787
 AW5787                          STATION RECOVERY (1963)
 AW5787
 AW5787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JGM)
 AW5787'STATION FOUND IN GOOD CONDITION.
 AW5787
 AW5787                          STATION RECOVERY (1963)
 AW5787
 AW5787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5787'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 AW5787'THE 1960 RECOVERY NOTE.
 AW5787'
 AW5787'THE STATION IS LOCATED ON THE BOLIVAR PENINSULA, ABOUT 3-1/2
 AW5787'MILES NORTHEAST OF THE FERRY SLIP, AT PORT BOLIVAR, APPROXIMATELY
 AW5787'0.2 MILE SOUTH OF STATE HIGHWAY 87.  AND ABOUT 0.2 MILE NORTH
 AW5787'OF THE GULF OF MEXICO.
 AW5787'
 AW5787'TO REACH THE STATION FROM THE FERRY SLIP AT PORT BOLIVAR,
 AW5787'GO NORTHEAST ON STATE HIGHWAY 87 FOR 3.5 MILES TO A CROSSROAD
 AW5787'(AT BOLIVAR GARBAGE DUMP), TURN RIGHT AND GO SOUTH FOR 0.2
 AW5787'MILE TO A LOW RIDGE ON THE LEFT WHICH RUNS NORTHEAST THROUGH
 AW5787'A PASTURE.  TURN LEFT ACROSS A SHALLOW DITCH AND GO EAST
 AW5787'FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 AW5787'
 AW5787'THE STATION IS ON PROPERTY OWNED BY MR. JOHNSON WHO LIVES
 AW5787'NORTHEAST ALONG STATE HIGHWAY 87 IN THE FIRST HOUSE ON THE
 AW5787'SOUTH SIDE OF THE ROAD.
 AW5787
 AW5787                          STATION RECOVERY (1965)
 AW5787
 AW5787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5787'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION
 AW5787'CAN BE DRIVEN TO IN DRY WEATHER.  STATION PETER, 1963, ESTABLISHED
 AW5787'BY RWT IS NOW LOCATED 76.85 FEET NORTH OF THE STATION.
 AW5787
 AW5787                          STATION RECOVERY (1967)
 AW5787
 AW5787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WPS)
 AW5787'THE CROSS ATOP RAILROAD RAIL PROJECTING ABOVE GROUND IS
 AW5787'IN GOOD CONDITION.  THE STATION IS IN A OPEN AREA OF PASTURE
 AW5787'AND QUADRIPOD STRUCTURE IS OVER STATION.
 AW5787
 AW5787                          STATION RECOVERY (1979)
 AW5787
 AW5787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5787'STATION WAS RECOVERED IN GOOD CONDITION.
 AW5787'
 AW5787'STATION CANNOT BE DRIVEN TO AS REPORTED BY RECOVERY NOTE BY RHL IN
 AW5787'1965.
 AW5787'
 AW5787'DESCRIBED--RAH
 AW5787
 AW5787                          STATION RECOVERY (1999)
 AW5787
 AW5787'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5787'MARK NOT FOUND.
 AW5787
 AW5787                          STATION RECOVERY (2001)
 AW5787
 AW5787'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW5787'RECOVERED IN GOOD CONDITION.
 AW5787
 AW5787                          STATION RECOVERY (2002)
 AW5787
 AW5787'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5787'RECOVERED IN GOOD CONDITION.
 AW5787
 AW5787                          STATION RECOVERY (2003)
 AW5787
 AW5787'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW5787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0255 ***********************************************************************
 AH0255  DESIGNATION -  PA 6
 AH0255  PID         -  AH0255
 AH0255  STATE/COUNTY-  TX/NUECES
 AH0255  USGS QUAD   -  PORT ARANSAS (1975)
 AH0255
 AH0255                         *CURRENT SURVEY CONTROL
 AH0255  ___________________________________________________________________
 AH0255* NAD 83(1986)-  27 50 27.     (N)    097 03 50.     (W)     SCALED    
 AH0255* NAVD 88     -         0.75   (+/-2cm)       2.5    (feet)  VERTCON   
 AH0255  ___________________________________________________________________
 AH0255  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH0255
 AH0255  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0255
 AH0255.The horizontal coordinates were scaled from a topographic map and have
 AH0255.an estimated accuracy of +/- 6 seconds.
 AH0255
 AH0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0255.The vertical order pertains to the NGVD 29 superseded value.
 AH0255
 AH0255.The geoid height was determined by GEOID03.
 AH0255
 AH0255;                    North         East    Units  Estimated Accuracy
 AH0255;SPC TX S     - 5,241,690.      441,460.      MT  (+/- 180 meters Scaled)
 AH0255
 AH0255                          SUPERSEDED SURVEY CONTROL
 AH0255
 AH0255  NGVD 29 (??/??/92)    0.862  (m)            2.83   (f) ADJ UNCH    1 2
 AH0255
 AH0255.Superseded values are not recommended for survey control.
 AH0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0255.See file dsdata.txt to determine how the superseded data were derived.
 AH0255
 AH0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR906810(NAD 83)
 AH0255_MARKER: DD = SURVEY DISK
 AH0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0255_STAMPING: PA 6 HL
 AH0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0255+STABILITY: SURFACE MOTION
 AH0255
 AH0255  HISTORY     - Date     Condition        Report By
 AH0255  HISTORY     - UNK      MONUMENTED       DOD
 AH0255  HISTORY     - 1959     GOOD             NGS
 AH0255  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH0255
 AH0255                          STATION DESCRIPTION
 AH0255
 AH0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0255'0.5 MI W FROM PORT ARANSAS.
 AH0255'ABOUT 0.35 MILE WEST ALONG A PAVED STREET FROM THE U. S. COAST GUARD
 AH0255'STATION AT PORT ARANSAS, THENCE ABOUT 0.15 MILE NORTH ALONG A WINDING
 AH0255'SANDY TRAIL, ABOUT 0.35 MILE EAST OF THE FERRY LANDING, ABOUT 400 FEET
 AH0255'SOUTH OF THE SOUTH BANK OF THE CORPUS CHRISTI SHIP CHANNEL, 1.4 FEET
 AH0255'SOUTH OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST 8
 AH0255'INCHES BELOW THE TOP OF THE GROUND.
 AH0255
 AH0255                          STATION RECOVERY (1997)
 AH0255
 AH0255'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1056 ***********************************************************************
 CA1056  DESIGNATION -  PACE ET
 CA1056  PID         -  CA1056
 CA1056  STATE/COUNTY-  TX/BROWN
 CA1056  USGS QUAD   -  BANGS EAST (1987)
 CA1056
 CA1056                         *CURRENT SURVEY CONTROL
 CA1056  ___________________________________________________________________
 CA1056* NAD 83(1993)-  31 37 44.89220(N)    099 03 14.08373(W)     ADJUSTED  
 CA1056* NAVD 88     -       479.6    (meters)    1573.     (feet)  VERTCON   
 CA1056  ___________________________________________________________________
 CA1056  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CA1056  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CA1056
 CA1056  HORZ ORDER  -  THIRD
 CA1056
 CA1056.The horizontal coordinates were established by classical geodetic methods
 CA1056.and adjusted by the National Geodetic Survey in February 1996..
 CA1056
 CA1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1056
 CA1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1056
 CA1056.The geoid height was determined by GEOID03.
 CA1056
 CA1056;                    North         East     Units Scale Factor Converg.
 CA1056;SPC TX C     - 3,218,253.170   821,370.850   MT  0.99994160   +0 39 32.3
 CA1056;SPC TX C     -10,558,552.28  2,694,780.86   sFT  0.99994160   +0 39 32.3
 CA1056;UTM  14      - 3,499,330.759   494,887.319   MT  0.99960032   -0 01 41.8
 CA1056
 CA1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1056!SPC TX C     -   0.99992871  x   0.99994160  =   0.99987031
 CA1056!UTM  14      -   0.99992871  x   0.99960032  =   0.99952905
 CA1056
 CA1056:                Primary Azimuth Mark                     Grid Az
 CA1056:SPC TX C     -  SANTA ANNA                               297 12 58.5
 CA1056:UTM  14      -  SANTA ANNA                               297 54 12.6
 CA1056
 CA1056|---------------------------------------------------------------------|
 CA1056| PID    Reference Object                     Distance      Geod. Az  |
 CA1056|                                                           dddmmss.s |
 CA1056| CA1061 SANTA ANNA                          APPROX.27.4 KM 2975230.8 |
 CA1056|---------------------------------------------------------------------|
 CA1056
 CA1056                          SUPERSEDED SURVEY CONTROL
 CA1056
 CA1056  NAD 83(1986)-  31 37 44.90081(N)    099 03 14.06759(W) AD(       ) 3
 CA1056  NAD 27      -  31 37 44.33697(N)    099 03 12.89862(W) AD(       ) 3
 CA1056  NGVD 29 (07/19/86)  479.5    (m)         1573.     (f) VERT ANG       
 CA1056
 CA1056.Superseded values are not recommended for survey control.
 CA1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1056.See file dsdata.txt to determine how the superseded data were derived.
 CA1056
 CA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9488799331(NAD 83)
 CA1056_MARKER: DD = SURVEY DISK
 CA1056_SETTING: 0 = UNSPECIFIED SETTING
 CA1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1056
 CA1056  HISTORY     - Date     Condition        Report By
 CA1056  HISTORY     - 1961     MONUMENTED       USGS
 CA1056
 CA1056                          STATION DESCRIPTION
 CA1056
 CA1056'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1056'STATION LOCATED ABOUT 7 MI. (AIRLINE) SW. OF BROWNWOOD, 600 FT. SSE.
 CA1056'OF FM 1176, ON NE. SIDE OF BRUSH COVERED HILL ON HOLLIS PACE FARM.
 CA1056'
 CA1056'TO REACH FROM BROWNWOOD POST OFFICE, GO NW. ONE BLOCK, THEN SW. ALONG
 CA1056'U.S. HIGHWAY 377 6.5 MI. TO JUNCTION WITH FM 1176, TURN RIGHT AND
 CA1056'FOLLOW FARM ROAD 2.2 MI. TO POINT OPPOSITE STATION, AS DESCRIBED.
 CA1056'
 CA1056'STATION MARK--STANDARD ALUMINUM TABLET, SET IN CONCRETE POST FLUSH
 CA1056'WITH GROUND, STAMPED ---PACE-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0590 ***********************************************************************
 DP0590  DESIGNATION -  PACE ET
 DP0590  PID         -  DP0590
 DP0590  STATE/COUNTY-  TX/DICKENS
 DP0590  USGS QUAD   -  BUNKER HILL (1961)
 DP0590
 DP0590                         *CURRENT SURVEY CONTROL
 DP0590  ___________________________________________________________________
 DP0590* NAD 83(1993)-  33 30 21.38764(N)    101 02 01.10217(W)     ADJUSTED  
 DP0590* NAVD 88     -       796.0    (meters)    2612.     (feet)  VERTCON   
 DP0590  ___________________________________________________________________
 DP0590  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DP0590  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DP0590
 DP0590  HORZ ORDER  -  SECOND
 DP0590
 DP0590.The horizontal coordinates were established by classical geodetic methods
 DP0590.and adjusted by the National Geodetic Survey in February 1996..
 DP0590
 DP0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0590
 DP0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0590
 DP0590.The geoid height was determined by GEOID03.
 DP0590
 DP0590;                    North         East     Units Scale Factor Converg.
 DP0590;SPC TXNC     - 2,206,798.094   364,629.285   MT  0.99990396   -1 22 54.6
 DP0590;SPC TXNC     - 7,240,136.75  1,196,287.91   sFT  0.99990396   -1 22 54.6
 DP0590;UTM  14      - 3,709,228.938   311,101.924   MT  1.00003993   -1 07 22.6
 DP0590
 DP0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0590!SPC TXNC     -   0.99987905  x   0.99990396  =   0.99978302
 DP0590!UTM  14      -   0.99987905  x   1.00003993  =   0.99991897
 DP0590
 DP0590                          SUPERSEDED SURVEY CONTROL
 DP0590
 DP0590  NAD 83(1993)-  33 30 21.39144(N)    101 02 01.09869(W) AD(       ) 2
 DP0590  NAD 83(1986)-  33 30 21.39255(N)    101 02 01.09397(W) AD(       ) 2
 DP0590  NAD 27      -  33 30 21.07462(N)    101 01 59.59382(W) AD(       ) 2
 DP0590  NGVD 29 (07/17/98)  795.7    (m)         2611.     (f) VERT ANG       
 DP0590
 DP0590.Superseded values are not recommended for survey control.
 DP0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0590.See file dsdata.txt to determine how the superseded data were derived.
 DP0590
 DP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1110209229(NAD 83)
 DP0590_MARKER: DS = TRIANGULATION STATION DISK
 DP0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0590_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0590+STABILITY: SURFACE MOTION
 DP0590
 DP0590  HISTORY     - Date     Condition        Report By
 DP0590  HISTORY     - 1960     MONUMENTED       USGS
 DP0590  HISTORY     - 1968     GOOD             NGS
 DP0590
 DP0590                          STATION DESCRIPTION
 DP0590
 DP0590'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (CAA)
 DP0590'NOT OCCUPIED.
 DP0590'
 DP0590'THE STATION IS LOCATED 16 MILES SOUTHEAST OF CROSBYTON, 5-1/2
 DP0590'MILES WEST-NORTHWEST OF SPUR AND 3 MILES NORTHEAST OF WHITE RIVER
 DP0590'LAKE.
 DP0590'
 DP0590'TO REACH THE STATION FROM THE POST OFFICE IN SPUR, GO SOUTH ON LOOP
 DP0590'21 FOR 0.1 MILE TO THE JUNCTION OF FARM ROAD 836, TURN RIGHT, WEST,
 DP0590'ON FARM ROAD 836 FOR 1.1 MILES TO A FORK, KEEP LEFT FORK LEAVING
 DP0590'FARM ROAD 836 AND GO 0.3 MILE ON THE PAVED ROAD TO WHERE THE
 DP0590'PAVEMENT TURNS LEFT, TURN LEFT, AND GO SOUTH AND WEST ON PAVED
 DP0590'ROAD FOR 3.9 MILES TO A LARGE METAL STORAGE TANK ON THE RIGHT,
 DP0590'CONTINUE WEST ON PAVED ROAD FOR 2.5 MILES TO A CORRAL ON THE
 DP0590'RIGHT, CONTINUE WEST ON PAVED ROAD FOR 1.15 MILES TO AN OFFSET
 DP0590'CROSSROAD, TURN RIGHT, NORTH, ON BLADED ROAD FOR 1.0 MILE TO
 DP0590'WHERE THE MAIN ROAD TURNS LEFT AND A STEEL GATE AHEAD, TURN
 DP0590'LEFT AND FOLLOW MAIN ROAD WEST AND NORTH FOR 2.65 MILES TO A
 DP0590'FORK AND A CATTLE GUARD ON THE RIGHT, KEEP LEFT FORK PASSING FARM
 DP0590'HOUSE, THEN LEFT, SOUTH, AROUND HOUSE AND PASSING TO THE
 DP0590'LEFT OF TWO METAL BUILDINGS FOR 0.1 MILE TO A GATE, PASS
 DP0590'THROUGH THE GATE AND GO WEST FOR 0.1 MILE TO A STOCK DAM ON THE
 DP0590'LEFT, CONTINUE AHEAD, WEST, FOR 0.05 MILE TO A GATE, PASS
 DP0590'THROUGH THE GATE AND BEAR RIGHT ON THE TRACK ROAD NORTHERLY
 DP0590'FOR 0.05 MILE TO A DIM FORK, (IF WET FOLLOW DIM TRACKS AROUND
 DP0590'WATER HOLE), KEEP RIGHT FORK CROSSING WATER HOLE FOR 0.4
 DP0590'MILE TO A FORK, HERE TURN SHARP RIGHT, NORTH, LEAVING TRACK ROAD
 DP0590'FOR 0.1 MILE TO A NARROW SAND RIDGE AND STATION.
 DP0590'
 DP0590'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 DP0590'STAMPED PACE-ET 1960 SET IN THE TOP OF A 7-INCH SQUARE CONCRETE
 DP0590'POST WHICH PROJECTS 9 INCHES ABOVE THE GROUND SURFACE.  IT IS ON
 DP0590'THE VERY TOP OF AN EAST-WEST SAND RIDGE WHICH IS ABOUT 8 FEET
 DP0590'WIDE ON THE TOP, 0.05 MILE EAST OF THE WEST END OF THE RIDGE,
 DP0590'20 PACES WEST OF A BRUSHY AREA AND 53.5 FEET SOUTH OF A FENCE.
 DP0590'
 DP0590'A TELLUROMETER TRAVERSE WAS MADE TO TRIANGULATION STATION DOCKUM,
 DP0590'DISTANCE BEING 3,547.545 METERS.
 DP0590
 DP0590                          STATION RECOVERY (1968)
 DP0590
 DP0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DP0590'SEE NGS UNADJUSTED HORIZONTAL CONTROL DATA G 14141.
 DP0590'MI. NE. OF KALGARY, TEXAS, ON LONG SAND WINDROW, 0.45 MI. W. OF THE
 DP0590'PACE RANCH HOUSE.
 DP0590'STATION WAS REACHED FROM SPUR BY GOING NW. ON FARM ROAD 836 FOR 11.3
 DP0590'MI. TO GRAVEL RD. LEADING S., THENCE S. ON GRAVEL RD. 0.8 MI. TO
 DP0590'CROSSROAD, THENCE W. AND S. ALONG GRAVEL RD. 3.9 MI. TO THE PACE RANCH
 DP0590'HOUSE, THENCE THROUGH RANCH YARD AND SW. ON TRACK RD. 0.5 MI. TO
 DP0590'STATION SITE ON RIGHT.  STATION IS ON TOP OF A LONG SAND WINDROW ABOUT
 DP0590'690 FT. W. AND 60 FT. S. OF CROSS FENCE.
 DP0590'RECOVERED BY USGS IN 1965.
 DP0590'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.5 FT.
 DP0590'ABOVE GROUND, STAMPED---PACE-ET 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2035 ***********************************************************************
 BL2035  DESIGNATION -  PACE HILL
 BL2035  PID         -  BL2035
 BL2035  STATE/COUNTY-  TX/JASPER
 BL2035  USGS QUAD   -  PACE HILL (1984)
 BL2035
 BL2035                         *CURRENT SURVEY CONTROL
 BL2035  ___________________________________________________________________
 BL2035* NAD 83(1993)-  30 58 32.77453(N)    094 10 48.38235(W)     ADJUSTED  
 BL2035* NAVD 88     -        89.7    (meters)     294.     (feet)  VERTCON   
 BL2035  ___________________________________________________________________
 BL2035  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BL2035  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BL2035
 BL2035  HORZ ORDER  -  FIRST
 BL2035
 BL2035.The horizontal coordinates were established by classical geodetic methods
 BL2035.and adjusted by the National Geodetic Survey in February 1996..
 BL2035
 BL2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2035
 BL2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2035
 BL2035.The geoid height was determined by GEOID03.
 BL2035
 BL2035;                    North         East     Units Scale Factor Converg.
 BL2035;SPC TX C     - 3,161,371.648 1,287,438.827   MT  0.99988184   +3 10 09.4
 BL2035;SPC TX C     -10,371,933.48  4,223,872.22   sFT  0.99988184   +3 10 09.4
 BL2035;UTM  15      - 3,427,514.082   387,307.659   MT  0.99975665   -0 36 26.8
 BL2035
 BL2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2035!SPC TX C     -   0.99999033  x   0.99988184  =   0.99987217
 BL2035!UTM  15      -   0.99999033  x   0.99975665  =   0.99974698
 BL2035
 BL2035:                Primary Azimuth Mark                     Grid Az
 BL2035:SPC TX C     -  TENNESSEE GAS PLINE RADIO MAST           071 52 02.4
 BL2035:UTM  15      -  TENNESSEE GAS PLINE RADIO MAST           075 38 38.6
 BL2035
 BL2035|---------------------------------------------------------------------|
 BL2035| PID    Reference Object                     Distance      Geod. Az  |
 BL2035|                                                           dddmmss.s |
 BL2035| BL2034 TENNESSEE GAS PLINE RADIO MAST      APPROX. 4.0 KM 0750211.8 |
 BL2035| CV8966 PACE HILL RM 1                       22.655 METERS 11733     |
 BL2035| CV8967 PACE HILL RM 2                       26.207 METERS 21752     |
 BL2035| BL2051 GREGORY 2 RM A 1966                 APPROX.14.1 KM 2662301.5 |
 BL2035|---------------------------------------------------------------------|
 BL2035
 BL2035                          SUPERSEDED SURVEY CONTROL
 BL2035
 BL2035  NAD 83(1986)-  30 58 32.78621(N)    094 10 48.37508(W) AD(       ) 1
 BL2035  NAD 27      -  30 58 32.07433(N)    094 10 47.67683(W) AD(       ) 1
 BL2035  NGVD 29 (07/19/86)   89.7    (m)          294.     (f) VERT ANG       
 BL2035
 BL2035.Superseded values are not recommended for survey control.
 BL2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2035.See file dsdata.txt to determine how the superseded data were derived.
 BL2035
 BL2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ8730827514(NAD 83)
 BL2035_MARKER: DS = TRIANGULATION STATION DISK
 BL2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2035_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2035
 BL2035  HISTORY     - Date     Condition        Report By
 BL2035  HISTORY     - 1966     MONUMENTED       CGS
 BL2035
 BL2035                          STATION DESCRIPTION
 BL2035
 BL2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2035'THE STATION IS LOCATED ABOUT 11 1/2 MILES WEST NORTHWEST
 BL2035'OF JASPER, 1 1/2 MILES EAST OF THE SMALL SETTLEMENT OF
 BL2035'HOMER AND ON A HIGH WOODED COVERED BLUFF KNOWN AS PACE
 BL2035'HILL OWNED BY THE KIRBY LUMBER COMPANY.
 BL2035'
 BL2035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63
 BL2035'AND FARM ROAD 1747 ABOUT 8.0 MILES WEST OF JASPER, GO
 BL2035'NORTHWESTERLY ON HIGHWAY 63 FOR 6.05 MILES TO THE JUNCTION
 BL2035'OF FARM ROAD 255.  TURN LEFT AND GO WESTERLY ON FARM ROAD
 BL2035'255 FOR 2.0 MILES TO A T-INTERSECTION.  TURN LEFT AND GO
 BL2035'SOUTHERLY ON A SURFACED ROAD FOR 0.7 MILE TO A SIDE ROAD
 BL2035'RIGHT.  TURN RIGHT AND GO WESTERLY ON A SURFACED ROAD FOR
 BL2035'1.05 MILES TO A SAND ROAD ON THE LEFT.  TURN LEFT AND GO
 BL2035'SOUTH SOUTHWEST ON THE SAND ROAD FOR 1.15 MILES TO A FORK.
 BL2035'TAKE THE RIGHT FORK AND GO WEST FOR 0.1 MILE TO A DIM WOODS
 BL2035'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE WOODS ROAD
 BL2035'FOR 0.55 MILE TO A WASH, CROSS THE WASH AND CONTINUE
 BL2035'SOUTHERLY ON THE MAIN WOODS ROAD, UPHILL, FOR 0.4 MILE TO
 BL2035'THE TOP OF THE HILL AND THE STATION.
 BL2035'
 BL2035'THE STATION MARK IS A STANDARD DISK STAMPED PACE HILL 1966,
 BL2035'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 BL2035'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 BL2035'IS 35 FEET NORTH NORTHEAST OF A LARGE CEDAR TREE, 17 FEET
 BL2035'SOUTHWEST OF A LARGE CEDAR TREE AND 4 FEET SOUTHWEST OF A
 BL2035'METAL WITNESS POST.
 BL2035'
 BL2035'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PACE HILL
 BL2035'NO 1 1966, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES
 BL2035'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 BL2035'GROUND.  IT IS 65.5 FEET EAST OF A LARGE CEDAR TREE AND
 BL2035'1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 BL2035'
 BL2035'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PACE HILL
 BL2035'NO 2 1966, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES
 BL2035'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF
 BL2035'THE GROUND.  IT IS 61 FEET WEST OF A LARGE CEDAR TREE AND
 BL2035'1.5 FEET NORTH NORTHWEST OF A METAL WITNESS POST.
 BL2035'
 BL2035'NOTE:  THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0692 ***********************************************************************
 BN0692  DESIGNATION -  PACKSADDLE MTN
 BN0692  PID         -  BN0692
 BN0692  STATE/COUNTY-  TX/LLANO
 BN0692  USGS QUAD   -  CLICK (1967)
 BN0692
 BN0692                         *CURRENT SURVEY CONTROL
 BN0692  ___________________________________________________________________
 BN0692* NAD 83(1993)-  30 37 13.97398(N)    098 30 30.15562(W)     ADJUSTED  
 BN0692* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 BN0692  ___________________________________________________________________
 BN0692  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 BN0692  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 BN0692
 BN0692  HORZ ORDER  -  SECOND
 BN0692
 BN0692.The horizontal coordinates were established by classical geodetic methods
 BN0692.and adjusted by the National Geodetic Survey in February 1996..
 BN0692
 BN0692.The orthometric height was scaled from a topographic map.
 BN0692
 BN0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0692
 BN0692.The geoid height was determined by GEOID03.
 BN0692
 BN0692;                    North         East     Units Scale Factor Converg.
 BN0692;SPC TX C     - 3,107,178.009   874,952.763   MT  0.99990369   +0 56 23.9
 BN0692;SPC TX C     -10,194,133.18  2,870,574.19   sFT  0.99990369   +0 56 23.9
 BN0692;UTM  14      - 3,387,653.358   547,118.444   MT  0.99962739   +0 15 01.5
 BN0692
 BN0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0692!SPC TX C     -   0.99993239  x   0.99990369  =   0.99983608
 BN0692!UTM  14      -   0.99993239  x   0.99962739  =   0.99955980
 BN0692
 BN0692|---------------------------------------------------------------------|
 BN0692| PID    Reference Object                     Distance      Geod. Az  |
 BN0692|                                                           dddmmss.s |
 BN0692| CV5021 PACKSADDLE MTN RM 1                   7.249 METERS 06308     |
 BN0692| CV5020 PACKSADDLE MTN AZ MK                               2001239.0 |
 BN0692| CV5022 PACKSADDLE MTN RM 2                   9.159 METERS 30943     |
 BN0692|---------------------------------------------------------------------|
 BN0692
 BN0692                          SUPERSEDED SURVEY CONTROL
 BN0692
 BN0692  NAD 83(1986)-  30 37 13.98499(N)    098 30 30.14170(W) AD(       ) 2
 BN0692  NAD 27      -  30 37 13.31940(N)    098 30 29.02960(W) AD(       ) 2
 BN0692
 BN0692.Superseded values are not recommended for survey control.
 BN0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0692.See file dsdata.txt to determine how the superseded data were derived.
 BN0692
 BN0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4711887653(NAD 83)
 BN0692_MARKER: DS = TRIANGULATION STATION DISK
 BN0692_SETTING: 66 = SET IN ROCK OUTCROP
 BN0692
 BN0692  HISTORY     - Date     Condition        Report By
 BN0692  HISTORY     - 1956     MONUMENTED       CGS
 BN0692
 BN0692                          STATION DESCRIPTION
 BN0692
 BN0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0692'THE STATION IS LOCATED ON PACKSADDLE MOUNTAIN, ON THE SOUTH
 BN0692'AND LOWER ONE OF TWO PROMINENT PEAKS.  IT IS ABOUT 14 MILES
 BN0692'NORTHWEST OF MARBLE FALLS, 13 MILES SOUTHEAST OF LLANO AND ON THE
 BN0692'PROPERTY OF MR. ELMO STOTTS.
 BN0692'
 BN0692'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 BN0692'SQUARE IN LLANO, GO SOUTH ON STATE HIGHWAY 16 FOR 0.75 MILE TO
 BN0692'THE JUNCTION WITH STATE HIGHWAY 71, TURN LEFT ON NO. 71
 BN0692'(SOUTHEASTERLY) FOR 13.75 MILES TO A CATTLE GUARD AND PACKSADDLE
 BN0692'MONUMENT ON THE LEFT (FROM THIS POINT CONTINUE ON THE HIGHWAY
 BN0692'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED),
 BN0692'TURN LEFT, PASSING THROUGH THE CATTLE GUARD, AND GO 0.1 MILE
 BN0692'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO 0.25 MILE TO A
 BN0692'WIDE BLADED ROAD, BEAR RIGHT ON THE BLADED ROAD AND GO 0.45
 BN0692'MILE TO A SIDE ROAD ON THE LEFT NEAR A PILE OF ROCK AND
 BN0692'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK WEST UP STEEP
 BN0692'GRADE TO THE TOP OF THE FIRST RIDGE (KEEPING TO THE RIGHT OF
 BN0692'A LARGE ROCK OUTCROP), THEN PACK NORTHWEST THROUGH THICK
 BN0692'BRUSH TO THE TOP OF THE ROCKY PEAK AND THE STATION.  A 45
 BN0692'MINUTE PACK.
 BN0692'
 BN0692'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0692'STAMPED PACKSADDLE MTN 1956.
 BN0692'
 BN0692'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BN0692'PACKSADDLE MTN NO 1 1956.
 BN0692'
 BN0692'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0692'STAMPED PACKSADDLE MTN NO 2 1956.
 BN0692'
 BN0692'THE AZIMUTH MARK IS 59 FEET SOUTHWEST OF THE CENTER OF THE
 BN0692'HIGHWAY, 5 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST AND 3
 BN0692'FEET NORTHEAST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 BN0692'AND THE DISK IS STAMPED PACKSADDLE MTN 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1086 ***********************************************************************
 CD1086  DESIGNATION -  PAD
 CD1086  PID         -  CD1086
 CD1086  STATE/COUNTY-  TX/HUDSPETH
 CD1086  USGS QUAD   -  PADRE CANYON (1978)
 CD1086
 CD1086                         *CURRENT SURVEY CONTROL
 CD1086  ___________________________________________________________________
 CD1086* NAD 83(1993)-  31 42 17.01541(N)    105 59 21.61475(W)     ADJUSTED  
 CD1086* NAVD 88     -      1505.     (meters)    4938.     (feet)  SCALED    
 CD1086  ___________________________________________________________________
 CD1086  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 CD1086  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CD1086
 CD1086  HORZ ORDER  -  FIRST
 CD1086
 CD1086.The horizontal coordinates were established by classical geodetic methods
 CD1086.and adjusted by the National Geodetic Survey in February 1996..
 CD1086
 CD1086.The orthometric height was scaled from a topographic map.
 CD1086
 CD1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1086
 CD1086.The geoid height was determined by GEOID03.
 CD1086
 CD1086;                    North         East     Units Scale Factor Converg.
 CD1086;SPC TX C     - 3,239,563.095   164,094.812   MT  0.99995690   -2 54 47.4
 CD1086;SPC TX C     -10,628,466.59    538,367.73   sFT  0.99995690   -2 54 47.4
 CD1086;UTM  13      - 3,508,133.008   406,251.458   MT  0.99970839   -0 31 11.9
 CD1086
 CD1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1086!SPC TX C     -   0.99976746  x   0.99995690  =   0.99972437
 CD1086!UTM  13      -   0.99976746  x   0.99970839  =   0.99947592
 CD1086
 CD1086:                Primary Azimuth Mark                     Grid Az
 CD1086:SPC TX C     -  PAD AZ MK                                248 05 13.2
 CD1086:UTM  13      -  PAD AZ MK                                245 41 37.7
 CD1086
 CD1086|---------------------------------------------------------------------|
 CD1086| PID    Reference Object                     Distance      Geod. Az  |
 CD1086|                                                           dddmmss.s |
 CD1086| CH9228 PAD AZ MK                                          2451025.8 |
 CD1086| CH9229 PAD RM 1                              8.363 METERS 25813     |
 CD1086| CH9230 PAD RM 2                              7.768 METERS 35204     |
 CD1086|---------------------------------------------------------------------|
 CD1086
 CD1086                          SUPERSEDED SURVEY CONTROL
 CD1086
 CD1086  NAD 83(1993)-  31 42 17.02271(N)    105 59 21.61166(W) AD(       ) 1
 CD1086  NAD 83(1986)-  31 42 17.02244(N)    105 59 21.61121(W) AD(       ) 1
 CD1086  NAD 27      -  31 42 16.61600(N)    105 59 19.70700(W) AD(       ) 1
 CD1086
 CD1086.Superseded values are not recommended for survey control.
 CD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1086.See file dsdata.txt to determine how the superseded data were derived.
 CD1086
 CD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR0625108133(NAD 83)
 CD1086_MARKER: DS = TRIANGULATION STATION DISK
 CD1086_SETTING: 66 = SET IN ROCK OUTCROP
 CD1086
 CD1086  HISTORY     - Date     Condition        Report By
 CD1086  HISTORY     - 1936     MONUMENTED       CGS
 CD1086
 CD1086                          STATION DESCRIPTION
 CD1086
 CD1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1086'STATION IS 20 MILES E OF YSLETA RAILROAD STATION, 1.2 MILES N
 CD1086'OF E-W TELEPHONE AND PIPELINE ROAD, AND ON THE NW END OF HIGH
 CD1086'FLAT RIDGE WITH BLUFFS ON S SIDE DROPPING SHARPLY TO BASE OF
 CD1086'MESA.
 CD1086'
 CD1086'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CD1086'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  ALL MARKS
 CD1086'ARE SET FLUSH IN BEDROCK.
 CD1086'
 CD1086'STATION WAS REACHED FROM THE RAILROAD CROSSING, 150 YARDS W
 CD1086'OF YSLETA RAILROAD STATION, BY DRIVING N ON MACADAM ROAD 4.0
 CD1086'MILES TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT, OR E, AND FOLLOW
 CD1086'TELEPHONE AND PIPELINE ROAD, E, A TOTAL DISTANCE OF 17.6 MILES
 CD1086'TO TELEPHONE POLE NO. 24/4.  TURN LEFT OR N AND GO ACROSS
 CD1086'COUNTRY 1.2 MILES TO FOOT OF BLUFF AND THE END OF TRUCK
 CD1086'TRAVEL.  PACK N UP FACE OF STEEP BLUFF 0.5 MILE TO TOP OF
 CD1086'RIDGE AND STATION.  THE PACK REQUIRES 40 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6925 ***********************************************************************
 AW6925  DESIGNATION -  PADDOCK
 AW6925  PID         -  AW6925
 AW6925  STATE/COUNTY-  TX/HARRIS
 AW6925  USGS QUAD   -  CYPRESS (1995)
 AW6925
 AW6925                         *CURRENT SURVEY CONTROL
 AW6925  ___________________________________________________________________
 AW6925* NAD 83(1993)-  29 53 09.67335(N)    095 40 59.45063(W)     ADJUSTED  
 AW6925* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 AW6925  ___________________________________________________________________
 AW6925  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6925  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW6925
 AW6925  HORZ ORDER  -  FIRST
 AW6925
 AW6925.The horizontal coordinates were established by classical geodetic methods
 AW6925.and adjusted by the National Geodetic Survey in February 1996..
 AW6925
 AW6925.The orthometric height was scaled from a topographic map.
 AW6925
 AW6925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6925
 AW6925.The geoid height was determined by GEOID03.
 AW6925
 AW6925;                    North         East     Units Scale Factor Converg.
 AW6925;SPC TXSC     - 4,232,037.803   920,320.649   MT  0.99990936   +1 37 29.8
 AW6925;SPC TXSC     -13,884,610.69  3,019,418.66   sFT  0.99990936   +1 37 29.8
 AW6925;UTM  15      - 3,309,180.320   240,870.179   MT  1.00042856   -1 20 15.8
 AW6925
 AW6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6925!SPC TXSC     -   0.99999791  x   0.99990936  =   0.99990727
 AW6925!UTM  15      -   0.99999791  x   1.00042856  =   1.00042647
 AW6925
 AW6925|---------------------------------------------------------------------|
 AW6925| PID    Reference Object                     Distance      Geod. Az  |
 AW6925|                                                           dddmmss.s |
 AW6925| CV6633 PADDOCK RM 1                         22.970 METERS 11939     |
 AW6925| AW1865 PADDOCK RM 2                         19.266 METERS 23211     |
 AW6925| AW1867 PADDOCK AZ MK                                      3565437.5 |
 AW6925|---------------------------------------------------------------------|
 AW6925
 AW6925                          SUPERSEDED SURVEY CONTROL
 AW6925
 AW6925  NAD 83(1986)-  29 53 09.68854(N)    095 40 59.43261(W) AD(       ) 1
 AW6925  NAD 27      -  29 53 08.87603(N)    095 40 58.62726(W) AD(       ) 1
 AW6925
 AW6925.Superseded values are not recommended for survey control.
 AW6925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6925.See file dsdata.txt to determine how the superseded data were derived.
 AW6925
 AW6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4087009180(NAD 83)
 AW6925_MARKER: DS = TRIANGULATION STATION DISK
 AW6925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6925
 AW6925  HISTORY     - Date     Condition        Report By
 AW6925  HISTORY     - 1968     MONUMENTED       CGS
 AW6925  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW6925
 AW6925                          STATION DESCRIPTION
 AW6925
 AW6925'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6925'THE STATION IS LOCATED ON A RANCH FORMERLY KNOWN AS THE PADDOCK
 AW6925'RANCH WHICH IS OWNED BY MR. STEWART SHERAR, ABOUT 8 MILES NORTHWEST
 AW6925'OF ADDICKS, 6 MILES WEST OF JERSEY VILLAGE, 6 MILES SOUTH OF
 AW6925'CYPRESS AND 2-1/2 MILES WEST OF FARM ROAD 1960.
 AW6925'
 AW6925'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 1960 AND 529
 AW6925'WHICH IS ABOUT 6-1/2 MILES NORTH OF ADDICKS, GO WEST ON FARM ROAD
 AW6925'529 FOR 2.25 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 AW6925'CYPRESS-BARKER ROAD FOR 0.35 MILE TO A RANCH HOUSE ON THE RIGHT
 AW6925'AND THE STATION ON THE RIGHT.
 AW6925'
 AW6925'THE STATION MARK IS A STANDARD DISK STAMPED PADDOCK 1968, SET IN THE
 AW6925'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 1 FOOT BELOW
 AW6925'THE GROUND SURFACE.  IT IS 84 FEET EAST OF THE CENTER OF
 AW6925'CYPRESS-BARKER ROAD, 64.6 FEET NORTHEAST OF A T-FENCE CORNER POST,
 AW6925'53 FEET EAST OF A NORTH-SOUTH WIRE FENCE, 39.6 FEET
 AW6925'NORTH-NORTHWEST OF THE WEST GATE POST OF METAL GATE AND 27 FEET
 AW6925'WEST OF THE CENTER OF A DIRT FARM LOT ROAD.
 AW6925'
 AW6925'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PADDOCK NO 1 1968, SET
 AW6925'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6925'WITH THE GROUND.  IT IS 50 FEET EAST OF THE CENTER OF THE METAL
 AW6925'GATE, 49.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CORRAL, 15
 AW6925'FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF AN EAST-WEST
 AW6925'WIRE FENCE.
 AW6925'
 AW6925'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PADDOCK NO 2 1968, SET
 AW6925'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6925'WITH THE GROUND.  IT IS 66.6 FEET WEST OF THE CENTER OF THE METAL
 AW6925'GATE, 32 FEET EAST OF THE CENTER OF CYPRESS-BARKER ROAD, 1.6 FEET
 AW6925'NORTHEAST OF THE T-FENCE CORNER POST, 1.5 FEET SOUTH-SOUTHEAST OF
 AW6925'A METAL WITNESS POST AND 1 FOOT EAST OF THE NORTH-SOUTH WIRE
 AW6925'FENCE.
 AW6925'
 AW6925'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PADDOCK 1968, SET IN THE
 AW6925'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6925'THE GROUND.  IT IS 29 FEET EAST OF THE CENTER OF CYPRESS-BARKER
 AW6925'ROAD, 2.7 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 2 FEET WEST OF A
 AW6925'NORTH-SOUTH WIRE FENCE AND 1.8 FEET SOUTHWEST OF A METAL
 AW6925'WITNESS POST.
 AW6925'
 AW6925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 AW6925'CYPRESS-BARKER ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 AW6925'
 AW6925'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AW6925
 AW6925                          STATION RECOVERY (2004)
 AW6925
 AW6925'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6925'NEW SUBDIVISON LOTS OF FILL DIRT.
 AW6925'R-1 NF.
 AW6925'R-2 NF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1867 ***********************************************************************
 AW1867  DESIGNATION -  PADDOCK AZ MK
 AW1867  PID         -  AW1867
 AW1867  STATE/COUNTY-  TX/HARRIS
 AW1867  USGS QUAD   -  CYPRESS (1995)
 AW1867
 AW1867                         *CURRENT SURVEY CONTROL
 AW1867  ___________________________________________________________________
 AW1867* NAD 83(1986)-  29 53 21.     (N)    095 41 00.     (W)     SCALED    
 AW1867* NAVD 88     -        41.174  (meters)     135.09   (feet)  ADJUSTED  
 AW1867  ___________________________________________________________________
 AW1867  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW1867  DYNAMIC HT  -          41.118 (meters)     134.90  (feet)  COMP
 AW1867  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 AW1867  OBS GRAVITY -     979,283.6   (mgal)                       GRAV_OBS
 AW1867
 AW1867  VERT ORDER  -  FIRST     CLASS II
 AW1867
 AW1867.The horizontal coordinates were scaled from a topographic map and have
 AW1867.an estimated accuracy of +/- 6 seconds.
 AW1867
 AW1867.The orthometric height was determined by differential leveling
 AW1867.and adjusted by the National Geodetic Survey in June 1991..
 AW1867
 AW1867.The geoid height was determined by GEOID03.
 AW1867
 AW1867.The dynamic height is computed by dividing the NAVD 88
 AW1867.geopotential number by the normal gravity value computed on the
 AW1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1867.degrees latitude (g = 980.6199 gals.).
 AW1867
 AW1867.The modeled gravity was interpolated from observed gravity values.
 AW1867.The observed gravity was obtained from relative gravimeter ties
 AW1867.to the IGSN71 gravity network.
 AW1867
 AW1867;                    North         East    Units  Estimated Accuracy
 AW1867;SPC TXSC     - 4,232,390.      920,300.      MT  (+/- 180 meters Scaled)
 AW1867
 AW1867                          SUPERSEDED SURVEY CONTROL
 AW1867
 AW1867  NGVD 29 (12/23/87)   41.167  (m)          135.06   (f) ADJUSTED    1 2
 AW1867
 AW1867.Superseded values are not recommended for survey control.
 AW1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1867.See file dsdata.txt to determine how the superseded data were derived.
 AW1867
 AW1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP408095(NAD 83)
 AW1867_MARKER: DZ = AZIMUTH MARK DISK
 AW1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1867_SP_SET: CONCRETE POST
 AW1867_STAMPING: PADDOCK 1968
 AW1867_MARK LOGO: CGS   
 AW1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1867+STABILITY: SURFACE MOTION
 AW1867
 AW1867  HISTORY     - Date     Condition        Report By
 AW1867  HISTORY     - 1968     MONUMENTED       CGS
 AW1867  HISTORY     - 1973     GOOD             NGS
 AW1867  HISTORY     - 1978     GOOD             NGS
 AW1867  HISTORY     - 1986     GOOD             NGS
 AW1867  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1867
 AW1867                          STATION DESCRIPTION
 AW1867
 AW1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1867'6.25 MI S FROM CYPRESS.
 AW1867'ABOUT 1.75 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1867'AT CYPRESS, THENCE 4.5 MILES SOUTH ALONG BARKER-CYPRESS ROAD, 29 1/2
 AW1867'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET SOUTHWEST OF A
 AW1867'POWER POLE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 AW1867'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW1867'GROUND.
 AW1867
 AW1867                          STATION RECOVERY (1978)
 AW1867
 AW1867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1867'RECOVERED IN GOOD CONDITION.
 AW1867
 AW1867                          STATION RECOVERY (1986)
 AW1867
 AW1867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1867'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.1 KM (1.95
 AW1867'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1867'SPRING-CYPRESS ROAD IN CYPRESS, THENCE 7.3 KM (4.55 MI) SOUTHERLY
 AW1867'ALONG BARKER-CYPRESS ROAD.
 AW1867
 AW1867                          STATION RECOVERY (2004)
 AW1867
 AW1867'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1865 ***********************************************************************
 AW1865  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1865  DESIGNATION -  PADDOCK RM 2
 AW1865  PID         -  AW1865
 AW1865  STATE/COUNTY-  TX/HARRIS
 AW1865  USGS QUAD   -  CYPRESS (1995)
 AW1865
 AW1865                         *CURRENT SURVEY CONTROL
 AW1865  ___________________________________________________________________
 AW1865* NAD 83(1993)-  29 53 09.28969(N)    095 41 00.01782(W)     ADJUSTED  
 AW1865* NAVD 88     -        40.42   (meters)     132.6    (feet)  GPS OBS   
 AW1865  ___________________________________________________________________
 AW1865  X           -    -548,091.597 (meters)                     COMP
 AW1865  Y           -  -5,507,374.554 (meters)                     COMP
 AW1865  Z           -   3,159,421.607 (meters)                     COMP
 AW1865  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW1865  ELLIP HEIGHT-          12.96  (meters)          (10/25/00) GPS OBS
 AW1865  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW1865  DYNAMIC HT  -          40.37  (meters)     132.4   (feet)  COMP
 AW1865  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 AW1865
 AW1865  HORZ ORDER  -  FIRST
 AW1865  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1865  ELLP ORDER  -  FOURTH    CLASS I
 AW1865
 AW1865.The horizontal coordinates were established by GPS observations
 AW1865.and adjusted by the National Geodetic Survey in October 1996..
 AW1865
 AW1865.The orthometric height was determined by GPS observations and a
 AW1865.high-resolution geoid model using precise GPS observation and
 AW1865.processing techniques. It supersedes the leveled height previously
 AW1865.determined for this station.
 AW1865.WARNING-GPS observations at this control monument resulted in a GPS
 AW1865.derived orthometric height which differed from the leveled height by
 AW1865.more than one decimeter (0.1 meter).
 AW1865.The vertical order pertains to the first NAVD 88 superseded value.
 AW1865
 AW1865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1865
 AW1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1865
 AW1865.The ellipsoidal height was determined by GPS observations
 AW1865.and is referenced to NAD 83.
 AW1865
 AW1865.The geoid height was determined by GEOID03.
 AW1865
 AW1865.The dynamic height is computed by dividing the NAVD 88
 AW1865.geopotential number by the normal gravity value computed on the
 AW1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1865.degrees latitude (g = 980.6199 gals.).
 AW1865
 AW1865.The modeled gravity was interpolated from observed gravity values.
 AW1865
 AW1865;                    North         East     Units Scale Factor Converg.
 AW1865;SPC TXSC     - 4,232,025.563   920,305.772   MT  0.99990934   +1 37 29.5
 AW1865;SPC TXSC     -13,884,570.53  3,019,369.85   sFT  0.99990934   +1 37 29.5
 AW1865;UTM  15      - 3,309,168.860   240,854.682   MT  1.00042866   -1 20 16.0
 AW1865
 AW1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1865!SPC TXSC     -   0.99999796  x   0.99990934  =   0.99990730
 AW1865!UTM  15      -   0.99999796  x   1.00042866  =   1.00042662
 AW1865
 AW1865                          SUPERSEDED SURVEY CONTROL
 AW1865
 AW1865  ELLIP H (10/17/96)   13.08   (m)                       GP(       ) 3 1
 AW1865  NAVD 88 (06/15/91)   40.701  (m)          133.53   (f) ADJUSTED    1 2
 AW1865  NGVD 29 (12/23/87)   40.694  (m)          133.51   (f) ADJUSTED    1 2
 AW1865
 AW1865.Superseded values are not recommended for survey control.
 AW1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1865.See file dsdata.txt to determine how the superseded data were derived.
 AW1865
 AW1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4085509169(NAD 83)
 AW1865_MARKER: DR = REFERENCE MARK DISK
 AW1865_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AW1865_SP_SET: CONCRETE POST
 AW1865_STAMPING: PADDOCK NO 2 1968
 AW1865_MARK LOGO: CGS   
 AW1865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AW1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1865+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1994
 AW1865
 AW1865  HISTORY     - Date     Condition        Report By
 AW1865  HISTORY     - 1968     MONUMENTED       CGS
 AW1865  HISTORY     - 1973     GOOD             NGS
 AW1865  HISTORY     - 1978     GOOD             NGS
 AW1865  HISTORY     - 1984     GOOD             LOCENG
 AW1865  HISTORY     - 1986     GOOD             NGS
 AW1865  HISTORY     - 19941215 GOOD             HGCSD
 AW1865  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1865
 AW1865                          STATION DESCRIPTION
 AW1865
 AW1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1865'6.5 MI S FROM CYPRESS.
 AW1865'ABOUT 1.75 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1865'AT CYPRESS, THENCE 4.75 MILES SOUTH ALONG BARKER-CYPRESS RD., 119.2
 AW1865'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 41 FEET NORTH
 AW1865'OF THE CENTER LINE OF A DRIVE, 32 FEET EAST OF THE CENTER LINE OF THE
 AW1865'ROAD, 1.5 FEET NORTHEAST OF A CORNER POST, 1.4 FEET SOUTHEAST OF A
 AW1865'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW1865'CONCRETE POST FLUSH WITH THE GROUND.
 AW1865
 AW1865                          STATION RECOVERY (1978)
 AW1865
 AW1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1865'RECOVERED IN GOOD CONDITION.
 AW1865
 AW1865                          STATION RECOVERY (1984)
 AW1865
 AW1865'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 AW1865'RECOVERED IN GOOD CONDITION.
 AW1865
 AW1865                          STATION RECOVERY (1986)
 AW1865
 AW1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1865'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.1 KM (1.95
 AW1865'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1865'SPRING-CYPRESS ROAD IN CYPRESS, THENCE 7.7 KM (4.8 MI) SOUTHERLY ALONG
 AW1865'BARKER-CYPRESS ROAD.
 AW1865
 AW1865                          STATION RECOVERY (1994)
 AW1865
 AW1865'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW1865'RECOVERED AS DESCRIBED.
 AW1865
 AW1865                          STATION RECOVERY (2004)
 AW1865
 AW1865'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1998 ***********************************************************************
 AY1998  DESIGNATION -  PADGETT
 AY1998  PID         -  AY1998
 AY1998  STATE/COUNTY-  TX/BANDERA
 AY1998  USGS QUAD   -  TARPLEY PASS (1964)
 AY1998
 AY1998                         *CURRENT SURVEY CONTROL
 AY1998  ___________________________________________________________________
 AY1998* NAD 83(1993)-  29 42 38.31765(N)    099 14 41.91631(W)     ADJUSTED  
 AY1998* NAVD 88     -       604.     (meters)    1982.     (feet)  SCALED    
 AY1998  ___________________________________________________________________
 AY1998  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AY1998  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AY1998
 AY1998  HORZ ORDER  -  FIRST
 AY1998
 AY1998.The horizontal coordinates were established by classical geodetic methods
 AY1998.and adjusted by the National Geodetic Survey in February 1996..
 AY1998
 AY1998.The orthometric height was scaled from a topographic map.
 AY1998
 AY1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1998
 AY1998.The geoid height was determined by GEOID03.
 AY1998
 AY1998;                    North         East     Units Scale Factor Converg.
 AY1998;SPC TXSC     - 4,208,081.744   576,297.585   MT  0.99988467   -0 07 12.1
 AY1998;SPC TXSC     -13,806,014.86  1,890,736.33   sFT  0.99988467   -0 07 12.1
 AY1998;UTM  14      - 3,286,748.151   476,304.279   MT  0.99960693   -0 07 17.1
 AY1998
 AY1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1998!SPC TXSC     -   0.99990874  x   0.99988467  =   0.99979342
 AY1998!UTM  14      -   0.99990874  x   0.99960693  =   0.99951571
 AY1998
 AY1998:                Primary Azimuth Mark                     Grid Az
 AY1998:SPC TXSC     -  EDWARDS                                  004 23 03.6
 AY1998:UTM  14      -  EDWARDS                                  004 23 08.6
 AY1998
 AY1998|---------------------------------------------------------------------|
 AY1998| PID    Reference Object                     Distance      Geod. Az  |
 AY1998|                                                           dddmmss.s |
 AY1998| AY1989 EDWARDS                             APPROX.19.8 KM 0041551.5 |
 AY1998| CV5025 PADGETT RM 3                         64.715 METERS 10704     |
 AY1998| CV5023 PADGETT RM 1                         18.252 METERS 16617     |
 AY1998| CV5024 PADGETT RM 2                         34.464 METERS 35549     |
 AY1998|---------------------------------------------------------------------|
 AY1998
 AY1998                          SUPERSEDED SURVEY CONTROL
 AY1998
 AY1998  NAD 83(1986)-  29 42 38.32101(N)    099 14 41.90298(W) AD(       ) 1
 AY1998  NAD 27      -  29 42 37.51200(N)    099 14 40.75800(W) AD(       ) 1
 AY1998
 AY1998.Superseded values are not recommended for survey control.
 AY1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1998.See file dsdata.txt to determine how the superseded data were derived.
 AY1998
 AY1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT7630486748(NAD 83)
 AY1998_MARKER: DS = TRIANGULATION STATION DISK
 AY1998_SETTING: 66 = SET IN ROCK OUTCROP
 AY1998
 AY1998  HISTORY     - Date     Condition        Report By
 AY1998  HISTORY     - 1935     MONUMENTED       CGS
 AY1998  HISTORY     - 1964     GOOD             USGS
 AY1998
 AY1998                          STATION DESCRIPTION
 AY1998
 AY1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY1998'STATION IS LOCATED ABOUT 4-1/4 MILES NNE FROM TARPLEY, 10-1/2
 AY1998'MILES A LITTLE S OF W FROM BANDERA, ON A HIGH POINT OF THE
 AY1998'DIVIDE BETWEEN THE HONDO AND THE MEDINA RIVERS, AT THE HEAD OF
 AY1998'THOMAS CREEK TO THE S AND AT THE HEAD OF ELEAN CANYON TO THE
 AY1998'N OF THE SUMMIT OF A ROUNDED, WOODED HILL, JUST S OF THE S
 AY1998'BOUNDRY FENCE OF JESSE PADGETT PASTURE.  MARK IS SET ON HIGHEST
 AY1998'POINT IN ABOUT CENTER OF HILL ABOUT 8 INCHES BELOW SURFACE OF
 AY1998'GROUND.
 AY1998'
 AY1998'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 AY1998'IN DRILL HOLES, IN OUTCROPPING BEDROCK.
 AY1998'
 AY1998'STATION IS REACHED FROM POST OFFICE IN BANDERA, GO NW ON STATE
 AY1998'HIGHWAY 81, FOR 8.3 MILES TO A LARGE ARCHWAY SET MASONRY POST
 AY1998'AND SIGN EL PARAISO ON LEFT SIDE OF ROAD.  THIS ARCHWAY IS 5.5
 AY1998'MILES SE OF POST OFFICE IN MEDINA.  GO THRU ARCHWAY AND FOLLOW
 AY1998'MAIN ROAD SW FOR 0.95 MILE TO ROAD FORKS, TAKE RIGHT FORK MARKED
 AY1998'PRIVATE ROAD AND GO 1.3 MILES TO A STEEL SWINGING GATE, GO
 AY1998'THRU GATE AND FOLLOW MAIN ROAD 1 MILE TO ROAD FORK, TAKE LEFT
 AY1998'FORK AND FOLLOW MAIN ROAD 0.75 MILE TO HOME OF MR. ALEC
 AY1998'HILLMAN, EL PARAISO, FOREMAN.  SEE ABOUT PACK HORSES TO REACH
 AY1998'STATION, AT THIS HOUSE, TRUCK CAN BE DRIVEN ABOUT 1 MILE
 AY1998'NEARER BY GOING S THRU WOODEN GATE TO SE OF HOUSE AND TURN
 AY1998'RIGHT INTO WIDE LANE, GO 0.1 MILE TO END OF LANE, TURN LEFT
 AY1998'THRU WOODEN GATE AND GO S ON MAIN TRAIL FOR 1.0 MILE ABOUT 50
 AY1998'YARDS SHORT OF A WOODEN GATE AT NE CORNER OF FIELD, FROM
 AY1998'THIS POINT STATION SITE HILL CAN BE SEEN AT MAGNETIC AZIMUTH
 AY1998'175 DEGREES, ABOUT 1-3/4 MILES DISTANT, FROM THIS POINT
 AY1998'FOLLOW MAIN TRAIL DUE S, WALK ABOUT 1-1/8 MILES UP MAIN CANYON
 AY1998'KEEPING LEFT WHERE CREEK BEDS FORK, TO S BOUNDARY FENCE
 AY1998'MENTIONED ABOVE, CONTINUE UP CANYON ABOUT 1/8 MILE, LEAVE
 AY1998'CREEK BED AND GO LEFT UP STEEP GRADE ABOUT 1/2 MILE TO
 AY1998'TOP OF HILL AND STATION.
 AY1998'
 AY1998'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
 AY1998
 AY1998                          STATION RECOVERY (1964)
 AY1998
 AY1998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1998'STATION IS LOCATED ABOUT 4-1/2 MILES NNE OF TARPLEY.  ABOUT 6
 AY1998'MILES S OF MEDINA.  AND ABOUT 10-1/2 MILES W OF BANDERA, BANDERA
 AY1998'CO., TEX.  ON A VERY HEAVILY TIMBERED HILL ON A DIVIDE BETWEEN
 AY1998'THE HONDO CREEK AND MEDINA RIVER.  MARK IS ON THE HIGHEST PART
 AY1998'OF THE HILL ABOUT 8 - 10 IN BELOW THE SURFACE.  RMS NOT
 AY1998'RECOVERED.  TO REACH--FROM P.O. AT MEDINA, GO SE ALONG STATE
 AY1998'HIGHWAY 16 FOR 5.5 MILES TO GATE RIGHT AND ENTRANCE TO EL
 AY1998'PARAISO RANCH.  TURN RIGHT AND GO 0.9 MILE TO ROAD Y.  KEEP
 AY1998'LEFT FORK, MAIN TRAVELED ROAD S FOR 4.2 MILES TO ROAD FORK,
 AY1998'KEEP RIGHT FOR 0.5 MILE TO GATE.  NOTE--THIS GATE IS
 AY1998'GENERALLY LOCKED AND KEY CAN BE OBTAINED FROM ASCS
 AY1998'OFFICE FOR THE SCHEIDT RANCH.  MR. SCHEIDT LIVES IN SAN
 AY1998'ANTONIO.  PASS THROUGH GATE PAST RANCH HOUSE, TURNING
 AY1998'LEFT AND UP A VERY STEEP GRADE, 4 WD VEHICLES SHOULD BE USED,
 AY1998'FOR 3.6 MILES TO THE HIGHEST POINT OF ROAD AND END OF
 AY1998'TRAVEL.  LEAVE TRUCK AND GO ABOUT 100 YDS ESE TO TOP OF HILL
 AY1998'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0743 ***********************************************************************
 DQ0743  DESIGNATION -  PADGETT
 DQ0743  PID         -  DQ0743
 DQ0743  STATE/COUNTY-  TX/YOAKUM
 DQ0743  USGS QUAD   -  TWO B RANCH (1971)
 DQ0743
 DQ0743                         *CURRENT SURVEY CONTROL
 DQ0743  ___________________________________________________________________
 DQ0743* NAD 83(1993)-  33 17 36.34342(N)    102 47 56.51184(W)     ADJUSTED  
 DQ0743* NAVD 88     -      1143.9    (meters)    3753.     (feet)  VERTCON   
 DQ0743  ___________________________________________________________________
 DQ0743  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 DQ0743  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 DQ0743
 DQ0743  HORZ ORDER  -  FIRST
 DQ0743
 DQ0743.The horizontal coordinates were established by classical geodetic methods
 DQ0743.and adjusted by the National Geodetic Survey in February 1996..
 DQ0743
 DQ0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0743
 DQ0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0743
 DQ0743.The geoid height was determined by GEOID03.
 DQ0743
 DQ0743;                    North         East     Units Scale Factor Converg.
 DQ0743;SPC TXNC     - 2,188,583.133   199,736.053   MT  0.99988149   -2 20 40.8
 DQ0743;SPC TXNC     - 7,180,376.50    655,300.70   sFT  0.99988149   -2 20 40.8
 DQ0743;UTM  13      - 3,685,978.655   704,942.260   MT  1.00011787   +1 12 30.9
 DQ0743
 DQ0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0743!SPC TXNC     -   0.99982397  x   0.99988149  =   0.99970548
 DQ0743!UTM  13      -   0.99982397  x   1.00011787  =   0.99994182
 DQ0743
 DQ0743|---------------------------------------------------------------------|
 DQ0743| PID    Reference Object                     Distance      Geod. Az  |
 DQ0743|                                                           dddmmss.s |
 DQ0743| CJ7217 PADGETT RM 1                         23.281 METERS 03659     |
 DQ0743| CJ7218 PADGETT RM 2                         24.445 METERS 13645     |
 DQ0743| CJ7216 PADGETT AZ MK                                      3492915.6 |
 DQ0743|---------------------------------------------------------------------|
 DQ0743
 DQ0743                          SUPERSEDED SURVEY CONTROL
 DQ0743
 DQ0743  NAD 83(1993)-  33 17 36.34637(N)    102 47 56.50817(W) AD(       ) 1
 DQ0743  NAD 83(1986)-  33 17 36.34846(N)    102 47 56.50722(W) AD(       ) 1
 DQ0743  NAD 27      -  33 17 35.98200(N)    102 47 54.74700(W) AD(       ) 1
 DQ0743  NGVD 29 (07/19/86) 1143.5    (m)         3752.     (f) VERT ANG       
 DQ0743
 DQ0743.Superseded values are not recommended for survey control.
 DQ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0743.See file dsdata.txt to determine how the superseded data were derived.
 DQ0743
 DQ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS0494285979(NAD 83)
 DQ0743_MARKER: DS = TRIANGULATION STATION DISK
 DQ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0743
 DQ0743  HISTORY     - Date     Condition        Report By
 DQ0743  HISTORY     - 1935     MONUMENTED       CGS
 DQ0743  HISTORY     - 1938     GOOD             TSI
 DQ0743  HISTORY     - 1970     MARK NOT FOUND   USGS
 DQ0743  HISTORY     - 1971     MARK NOT FOUND   NGS
 DQ0743
 DQ0743                          STATION DESCRIPTION
 DQ0743
 DQ0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0743'STATION IS 7 MILES AIRLINE NORTH OF PLAINS, TEXAS, IN SECTION
 DQ0743'212 OF BLOCK D OF JOHN H. GIBSON SURVEY.  IT IS LOCATED ON THE
 DQ0743'HIGHEST GROUND IN THE CLOSE VICINITY ON PASTURE LAND OWNED
 DQ0743'BY MR. PADGETT OF LEVELLAND AND LEASED BY MR. JOHNNY ROBERTSON
 DQ0743'WHO LIVES A MILE AND A HALF SOUTH OF THE STATION.  THE MARK
 DQ0743'IS ABOUT 200 YARDS EAST OF A FENCE AND ABOUT 15 FEET WEST OF A
 DQ0743'DIM STOCK TRAIL AND IS FLUSH WITH THE GROUND.
 DQ0743'
 DQ0743'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND IS
 DQ0743'SET FLUSH WITH THE GROUND.
 DQ0743'
 DQ0743'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND IS SET FLUSH
 DQ0743'WITH THE GROUND.
 DQ0743'
 DQ0743'AZIMUTH MARK IS NORTH OF STATION, 1 FOOT SOUTH OF AN EAST-WEST
 DQ0743'FENCE, 300 FEET EAST OF A T-FENCE INTERSECTION AND IS FLUSH
 DQ0743'WITH THE GROUND.
 DQ0743'
 DQ0743'STATION IS REACHED FROM PLAINS, TEXAS BY DRIVING NORTH FROM
 DQ0743'THE COURTHOUSE ON U.S. ROUTE 62 FOR 4.0 MILES TO POINT WHERE
 DQ0743'HIGHWAY TURNS WEST.  TURN RIGHT, OR EAST, AND GO 1.0 MILE.  TURN
 DQ0743'NORTH ON MAIN ROAD AND GO 2.0 MILES TO WHERE MAIN ROAD TURNS
 DQ0743'RIGHT.  CONTINUE NORTH, PASSING THROUGH WIRE GATE ON A TRACK ROAD
 DQ0743'FOR 2.0 MILES TO TWO WIRE GATES.  PASS THROUGH MOST EASTERLY OF
 DQ0743'THE TWO GATES AND GO NORTHEASTERLY FOR 0.9 MILE TO FARMHOUSE
 DQ0743'OF MR. HUDSON.  AT SOUTHEAST CORNER OF HOUSE, TURN RIGHT, OR
 DQ0743'SOUTH-SOUTHEASTERLY, ON A DIM TRACK ROAD AND GO 0.4 MILE TO
 DQ0743'FORKS.  TAKE RIGHT FORK STRAIGHT AHEAD ON DIMMER TRACKS AND GO 0.7
 DQ0743'MILE TO T-INTERSECTION OF FENCES.  CROSS FENCE ABOUT 100 YARDS
 DQ0743'EAST OF INTERSECTION (AZIMUTH MARK HERE) AND GO DUE
 DQ0743'SOUTH ABOUT 0.5 MILE TO TOP OF HILLOCK AND STATION.
 DQ0743'
 DQ0743'A 20-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 DQ0743'
 DQ0743'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0743'BRONZE DISKS SET IN CONCRETE.
 DQ0743
 DQ0743                          STATION RECOVERY (1938)
 DQ0743
 DQ0743'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 DQ0743'ROAD FROM SOUTHEAST CORNER OF MR. HUDSONS HOUSE IS CLOSED
 DQ0743'AND HAS BEEN CROSS FENCED.
 DQ0743'
 DQ0743'CONTINUE FROM SOUTHEAST CORNER OF YARD BY GOING THROUGH PLANK
 DQ0743'GATE AT NORTH END OF EARTH TANK.  PASS THROUGH GATE AND BEAR
 DQ0743'EASTERLY AROUND SHEDS AND FOLLOW TRAIL TO POINT ON TRAIL ON
 DQ0743'OPPOSITE SIDE OF CROSS FENCE.
 DQ0743
 DQ0743                          STATION RECOVERY (1970)
 DQ0743
 DQ0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DQ0743'THE DESCRIBED AREA IS NOW UNDER CULTIVATION.  NO EVIDENCE OF
 DQ0743'MARKS COULD BE FOUND.  THE FENCELINE ALONG WHICH THE AZIMUTH
 DQ0743'MARK WAS LOCATED IS NOW A SAND DUNE.
 DQ0743'
 DQ0743'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PLAINS TEXAS
 DQ0743'7 MI AIRLINE NORTH
 DQ0743
 DQ0743                          STATION RECOVERY (1971)
 DQ0743
 DQ0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DQ0743'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 DQ0743'AZIMUTH MARK WERE NOT RECOVERED.  IT IS BELIEVED THAT THE
 DQ0743'STATION MARK AND THE REFERENCE MARKS HAVE BEEN DESTROYED, AS THE
 DQ0743'AREA OF THE STATION SITE IS NOW UNDER CULTIVATION.  THE AZIMUTH
 DQ0743'MARK MAY STILL BE IN PLACE AS ITS LOCATION IS ALONG A FENCE
 DQ0743'LINE WHERE SAND HAS DRIFTED IN.
 DQ0743'
 DQ0743'MR. E.O. WINKLE OF PLAINS, TEXAS WHO FARMS THE PROPERTY AT THE
 DQ0743'STATION SITE, REMARKED THAT HE HAD SEEN ONE OF THE MARKERS
 DQ0743'ON THE SIDE OF A SAND DUNE.  HE SAID THE MONUMENT WAS TILTED
 DQ0743'OVER AND WAS ABOUT 20 FEET FROM THE SOUTHWEST CORNER OF THE
 DQ0743'SAND DUNES WHICH COVER THE NORTHEAST PART OF SECTION 212, AN
 DQ0743'AREA ABOUT 0.3 MILE NORTH-SOUTH AND 1.0 MILE EAST-WEST.  THE
 DQ0743'MARK WAS SEARCHED FOR AT THIS TIME BUT WAS NOT FOUND.  IT
 DQ0743'APPEARS THAT THE MARK MUST HAVE BEEN HAULED TO THAT POINT AS IT
 DQ0743'IS ABOUT 0.2 MILE NORTHWEST OF THE HIGHEST POINT IN THE FIELD,
 DQ0743'AND 0.3 MILE SOUTH OF THE EAST-WEST FENCE LINE IN WHICH THE
 DQ0743'AZIMUTH MARK IS ASSUMED TO BE,AT THE NORTH EDGE OF SECTION
 DQ0743'212.
 DQ0743'
 DQ0743'TO REACH THE STATION SITE AREA FROM THE INTERSECTION OF U.S.
 DQ0743'HIGHWAYS 82 AND 380, AND STATE HIGHWAY 214 AT THE EAST EDGE OF
 DQ0743'PLAINS, GO NORTH ON HIGHWAY 214 FOR 7 MILES TO A GRADED CROSSROAD,
 DQ0743'TURN RIGHT AND GO EAST FOR 1.0 MILE TO A TRACK ROAD BETWEEN
 DQ0743'FIELDS ON THE LEFT, TURN LEFT AND GO NORTH FOR 0.7 MILE TO THE
 DQ0743'SOUTHEAST CORNER OF THE SAND DUNES.
 DQ0743'
 DQ0743'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 DQ0743'NORTH OF PLAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1205 ***********************************************************************
 AH1205  DESIGNATION -  PADRE
 AH1205  PID         -  AH1205
 AH1205  STATE/COUNTY-  TX/NUECES
 AH1205  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1205
 AH1205                         *CURRENT SURVEY CONTROL
 AH1205  ___________________________________________________________________
 AH1205* NAD 83(1993)-  27 36 57.58243(N)    097 13 45.44512(W)     ADJUSTED  
 AH1205* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1205  ___________________________________________________________________
 AH1205  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AH1205  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AH1205
 AH1205  HORZ ORDER  -  THIRD
 AH1205
 AH1205.The horizontal coordinates were established by classical geodetic methods
 AH1205.and adjusted by the National Geodetic Survey in February 1996..
 AH1205
 AH1205.The orthometric height was scaled from a topographic map.
 AH1205
 AH1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1205
 AH1205.The geoid height was determined by GEOID03.
 AH1205
 AH1205;                    North         East     Units Scale Factor Converg.
 AH1205;SPC TX S     - 5,216,604.906   425,421.538   MT  0.99995219   +0 34 36.9
 AH1205;SPC TX S     -17,114,811.26  1,395,737.16   sFT  0.99995219   +0 34 36.9
 AH1205;UTM  14      - 3,055,917.189   674,729.890   MT  0.99997686   +0 49 15.6
 AH1205
 AH1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1205!SPC TX S     -   1.00000377  x   0.99995219  =   0.99995596
 AH1205!UTM  14      -   1.00000377  x   0.99997686  =   0.99998063
 AH1205
 AH1205:                Primary Azimuth Mark                     Grid Az
 AH1205:SPC TX S     -  ARANSAS PASS LIGHTHOUSE                  031 10 38.2
 AH1205:UTM  14      -  ARANSAS PASS LIGHTHOUSE                  030 55 59.5
 AH1205
 AH1205|---------------------------------------------------------------------|
 AH1205| PID    Reference Object                     Distance      Geod. Az  |
 AH1205|                                                           dddmmss.s |
 AH1205| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX.32.4 KM 0314515.1 |
 AH1205| AH1294 BRIGHTON POST OFFICE N GABLE        APPROX. 7.0 KM 2662104.6 |
 AH1205| AH1292 LAGUNA MADRE S BASE                 APPROX. 6.4 KM 2780949.0 |
 AH1205| CV2750 PADRE RM                                           32106     |
 AH1205|---------------------------------------------------------------------|
 AH1205
 AH1205                          SUPERSEDED SURVEY CONTROL
 AH1205
 AH1205  NAD 83(1986)-  27 36 57.59267(N)    097 13 45.42026(W) AD(       ) 3
 AH1205  NAD 27      -  27 36 56.45800(N)    097 13 44.45900(W) AD(       ) 3
 AH1205
 AH1205.Superseded values are not recommended for survey control.
 AH1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1205.See file dsdata.txt to determine how the superseded data were derived.
 AH1205
 AH1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7473055917(NAD 83)
 AH1205_MARKER: S = SPIKE
 AH1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1205
 AH1205  HISTORY     - Date     Condition        Report By
 AH1205  HISTORY     - 1905     MONUMENTED       CGS
 AH1205  HISTORY     - 1934     MARK NOT FOUND   CGS
 AH1205  HISTORY     - 20010727 MARK NOT FOUND   USPSQD
 AH1205
 AH1205                          STATION DESCRIPTION
 AH1205
 AH1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (HDK)
 AH1205'ON PADRE ISLAND, ABOUT 1 MILE S OF CORPUS CHRISTI PASS, ABOUT
 AH1205'250 METERS FROM THE W OR INSIDE SHORE OF THE ISLAND, ON THE
 AH1205'TOP OF THE HIGHEST SAND HILL IN THE VICINITY.  THIS PART OF
 AH1205'THE ISLAND IS COVERED WITH SHIFTING SAND AND, THE STATION
 AH1205'SITE BEING BUT LITTLE PROTECTED BY BRUSH, THE STATION WILL
 AH1205'NOT BE LONG RECOVERABLE.  ONE MONTH AFTER THE STATION MARK
 AH1205'HAD BEEN SET IT WAS FOUND COVERED WITH 8 INCHES OF SAND.
 AH1205'
 AH1205'THE STATION WAS MARKED ACCORDINGLY, THE REFERENCE
 AH1205'MARK BEING 8 INCHES IN DIAMETER (INSTEAD OF 12) AND 97.19
 AH1205'METERS FROM THE STATION N 38 DEG 54 MIN W.
 AH1205'THE REFERENCE MARK IS FAIRLY WELL PROTECTED BY BRUSH.
 AH1205'
 AH1205'THE FOLLOWING BEARINGS ARE FROM THE STATION--CHIMNEY OF OLD
 AH1205'THOMPSON HOUSE NEAR S BASE, S 97 DEG 18 MIN W.  WINDMILL
 AH1205'(2 MILES N OF N BASE), N 19 DEG 25 MIN W.  N GABLE OF
 AH1205'GRANTS RANCH HOUSE ON MUSTANG ISLAND, N 36 DEG 40 MIN E.
 AH1205'
 AH1205'THE STATION IS MARKED BY A SUBSURFACE MARK
 AH1205'AND A SURFACE MARK.  THE SUBSURFACE MARK CONSISTS OF A PIECE
 AH1205'OF TERRA-COTTA SEWER PIPE, 4 INCHES IN DIAMETER AND 2 FEET
 AH1205'LONG, FILLED WITH AND INCASED IN (A CYLINDER OF) CONCRETE
 AH1205'(1 FOOT IN DIAMETER AND 2 FEET LONG).  IN THE CENTER OF ITS
 AH1205'TOP IS EMBEDDED A 60-PENNY STEEL SPIKE, HEAD DOWN, THE POINT
 AH1205'OF THE SPIKE PROJECTING ABOUT 1/4 INCH ABOVE THE SURFACE
 AH1205'AND MARKING THE STATION.  IT IS 2-1/2 FEET BELOW THE SURFACE
 AH1205'OF THE GROUND.  ABOVE THE WHOLE IS PLACED A LAYER OF SAND 6
 AH1205'INCHES DEEP.  RESTING ON THIS LAYER OF SAND IS PLACED THE
 AH1205'SURFACE MARK, CONSISTING OF ANOTHER PIECE OF TERRA-COTTA
 AH1205'SEWER PIPE, 4 INCHES IN DIAMETER AND 2 FEET LONG, FILLED
 AH1205'WITH CONCRETE AND EMBEDDED IN A CYLINDER OF CONCRETE 18
 AH1205'INCHES IN DIAMETER AND 2 FEET LONG.  IN THE CENTER OF
 AH1205'ITS TOP IS PLACED A 60-PENNY STEEL SPIKE, HEAD DOWN, ITS
 AH1205'POINT PROJECTING ABOUT 1/4 INCH ABOVE THE SURFACE OF THE
 AH1205'CONCRETE, WHICH WAS FINISHED WITH 1/2 INCH OF NEAT CEMENT
 AH1205'MORTAR AND MARKED U.S.C. AND G.S. 1905.  THE POINT OF THE
 AH1205'SPIKE MARKS THE STATION AND IS VERY LITTLE ABOVE THE
 AH1205'SURFACE OF THE GROUND.  THE REFERENCE MARK IS A
 AH1205'CYLINDER OF PIPE AND CONCRETE SIMILAR TO THE SUBSURFACE MARK,
 AH1205'PLACED WITH ITS TOP EVEN WITH THE SURFACE OF THE
 AH1205'GROUND.  THE POINT OF A STEEL SPIKE, IN THE CEMENT, IS THE
 AH1205'REFERENCE MARK, AND IT IS NOWHERE LESS THAN 10 METERS
 AH1205'FROM THE STATION.
 AH1205
 AH1205                          STATION RECOVERY (1934)
 AH1205
 AH1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1205'STATION IS LOST.  A SEARCH OF SEVERAL HOURS WAS MADE FOR
 AH1205'THIS STATION BUT NONE OF THE MARKS COULD BE FOUND.
 AH1205
 AH1205                          STATION RECOVERY (2001)
 AH1205
 AH1205'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 AH1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1084 ***********************************************************************
 CD1084  DESIGNATION -  PADRE
 CD1084  PID         -  CD1084
 CD1084  STATE/COUNTY-  TX/HUDSPETH
 CD1084  USGS QUAD   -  PADRE CANYON (1978)
 CD1084
 CD1084                         *CURRENT SURVEY CONTROL
 CD1084  ___________________________________________________________________
 CD1084* NAD 83(1993)-  31 42 38.71388(N)    105 58 40.24967(W)     ADJUSTED  
 CD1084* NAVD 88     -      1553.     (meters)    5095.     (feet)  SCALED    
 CD1084  ___________________________________________________________________
 CD1084  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 CD1084  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CD1084
 CD1084  HORZ ORDER  -  FIRST
 CD1084
 CD1084.The horizontal coordinates were established by classical geodetic methods
 CD1084.and adjusted by the National Geodetic Survey in February 1996..
 CD1084
 CD1084.The orthometric height was scaled from a topographic map.
 CD1084
 CD1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1084
 CD1084.The geoid height was determined by GEOID03.
 CD1084
 CD1084;                    North         East     Units Scale Factor Converg.
 CD1084;SPC TX C     - 3,240,175.231   165,216.476   MT  0.99995820   -2 54 26.1
 CD1084;SPC TX C     -10,630,474.90    542,047.72   sFT  0.99995820   -2 54 26.1
 CD1084;UTM  13      - 3,508,791.283   407,346.307   MT  0.99970588   -0 30 50.5
 CD1084
 CD1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1084!SPC TX C     -   0.99975992  x   0.99995820  =   0.99971813
 CD1084!UTM  13      -   0.99975992  x   0.99970588  =   0.99946587
 CD1084
 CD1084|---------------------------------------------------------------------|
 CD1084| PID    Reference Object                     Distance      Geod. Az  |
 CD1084|                                                           dddmmss.s |
 CD1084| CH9232 PADRE RM 1                           13.790 METERS 11541     |
 CD1084| CH9233 PADRE RM 2                           15.710 METERS 20248     |
 CD1084| CH9231 PADRE AZ MK                                        2660647.2 |
 CD1084| CD1088 EL PASO FORT WORTH AWY BCN 2        APPROX.12.6 KM 3541722.8 |
 CD1084|---------------------------------------------------------------------|
 CD1084
 CD1084                          SUPERSEDED SURVEY CONTROL
 CD1084
 CD1084  NAD 83(1993)-  31 42 38.72183(N)    105 58 40.24718(W) AD(       ) 1
 CD1084  NAD 83(1986)-  31 42 38.72128(N)    105 58 40.24668(W) AD(       ) 1
 CD1084  NAD 27      -  31 42 38.31500(N)    105 58 38.34200(W) AD(       ) 1
 CD1084
 CD1084.Superseded values are not recommended for survey control.
 CD1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1084.See file dsdata.txt to determine how the superseded data were derived.
 CD1084
 CD1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR0734608791(NAD 83)
 CD1084_MARKER: DD = SURVEY DISK
 CD1084_SETTING: 0 = UNSPECIFIED SETTING
 CD1084
 CD1084  HISTORY     - Date     Condition        Report By
 CD1084  HISTORY     - 1934     MONUMENTED       USE
 CD1084
 CD1084                          STATION DESCRIPTION
 CD1084
 CD1084'DESCRIBED BY US ENGINEERS 1934 (WRP)
 CD1084'STATION IS ON A PROMINENT ROCKY RIDGE ABOUT 1/2 MILE LONG AND
 CD1084'EXTENDING N AND S.  THE STATION IS NEAR THE SOUTHERN END OF THE
 CD1084'RIDGE AND ABOUT 30 YARDS FROM THE W EDGE.  THE RIDGE IS ABOUT
 CD1084'29 MILES E OF EL PASO, AIRLINE, AND ABOUT 1/4 MILE E OF THE
 CD1084'HUDSPETH-EL PASO COUNTY LINE.
 CD1084'
 CD1084'STATION MARK IS A BRASS DISK SET IN CONCRETE MARKED UNITED
 CD1084'STATES ARMY ENGINEERS FORT SAM HOUSTON, TEXAS AND STAMPED PADRE.
 CD1084'
 CD1084'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 CD1084'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CD1084'
 CD1084'REFERENCE MARK NO. 1 IS ON THE SAME RIDGE.
 CD1084'
 CD1084'REFERENCE MARK NO. 2 IS ON THE SAME RIDGE AND ABOUT 10 YARDS
 CD1084'FROM THE W EDGE.  BOTH ARE STAMPED PADRE U.S.E.
 CD1084'
 CD1084'THE AZIMUTH MARK IS ON A SMALL PROMINENT RED BUTTE IN THE
 CD1084'MOUTH OF A CANYON.  THE MARK IS 15 FEET E OF THE W EDGE OF THE
 CD1084'TOP OF THE BUTTE.
 CD1084'
 CD1084'THE STATION IS REACHED FROM CLINT RAILROAD DEPOT BY GOING E
 CD1084'ACROSS THE RAILROAD TRACKS 0.2 MILE.  TAKE THE RIGHT FORK (E)
 CD1084'ABOUT 100 YARDS BEYOND THE END OF THE PAVEMENT FOLLOWING THE
 CD1084'MAIN ROAD, GO 0.55 MILE TO CROSS ROADS, TURN RIGHT ON PAVED ROAD
 CD1084'AND GO 0.35 MILE.  TURN LEFT (E) ONTO A DIRT ROAD AND GO 0.4
 CD1084'MILE TO NE CORNER OF A MEXICAN CEMETERY.  TAKE RIGHT FORK AND
 CD1084'FOLLOW A GAS LINE WITH A TELEPHONE BESIDE IT, 11.25 MILES TO
 CD1084'TELEPHONE POLE 29 OVER 18.  TURN LEFT ONTO AN UNIMPROVED ROAD,
 CD1084'GO 0.35 MILE TO WATER WELL AND PUMP.  CONTINUE N, PASSING
 CD1084'AROUND THE E SIDE OF A LARGE METAL TANK, FOR 4.4 MILES TO
 CD1084'ANOTHER WELL AND PUMP.  CONTINUE N 1.6 MILES TO CROSSROADS AT A
 CD1084'TELEPHONE LINE.  CONTINUE N 0.35 MILE TO POINT ABOUT 100 YARDS N
 CD1084'OF GATE.  TAKE THE RIGHT FORK AND GO 1.8 MILES TO THE MOUTH OF
 CD1084'A CANYON, PASSING TO THE N OF A PROMINENT RED BUTTE.  THE
 CD1084'AZIMUTH MARK IS ON THIS BUTTE.  THIS IS THE END OF TRUCK
 CD1084'TRAVEL.  CONTINUE ON FOOT UP THE CANYON TO A POINT WHERE
 CD1084'CANYON NARROWS DOWN.  LEAVE CANYON AND TURN RIGHT UP THE
 CD1084'RIDGE TO TOP AND STATION.  IT IS ABOUT AN HOUR PACK FROM THE
 CD1084'TRUCK TO STATION.
 CD1084'
 CD1084'STATION LEVEE IS VISIBLE FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1648 ***********************************************************************
 AH1648  DESIGNATION -  PADRE IS SUN NW 1 OF 2 MASTS
 AH1648  PID         -  AH1648
 AH1648  STATE/COUNTY-  TX/KENEDY
 AH1648  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1648
 AH1648                         *CURRENT SURVEY CONTROL
 AH1648  ___________________________________________________________________
 AH1648* NAD 83(1993)-  27 12 18.44227(N)    097 22 36.86848(W)     ADJUSTED  
 AH1648* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 AH1648  ___________________________________________________________________
 AH1648  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AH1648  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AH1648
 AH1648  HORZ ORDER  -  THIRD
 AH1648
 AH1648.The horizontal coordinates were established by classical geodetic methods
 AH1648.and adjusted by the National Geodetic Survey in February 1996..
 AH1648
 AH1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1648
 AH1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1648
 AH1648.The geoid height was determined by GEOID03.
 AH1648
 AH1648;                    North         East     Units Scale Factor Converg.
 AH1648;SPC TX S     - 5,170,943.295   411,256.938   MT  0.99990111   +0 30 35.6
 AH1648;SPC TX S     -16,965,003.13  1,349,265.47   sFT  0.99990111   +0 30 35.6
 AH1648;UTM  14      - 3,010,195.971   660,754.773   MT  0.99991901   +0 44 31.9
 AH1648
 AH1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1648!SPC TX S     -   1.00000363  x   0.99990111  =   0.99990474
 AH1648!UTM  14      -   1.00000363  x   0.99991901  =   0.99992264
 AH1648
 AH1648                          SUPERSEDED SURVEY CONTROL
 AH1648
 AH1648  NAD 83(1986)-  27 12 18.46013(N)    097 22 36.84552(W) AD(       ) 4
 AH1648  NGVD 29 (06/28/90)    2.     (m)            7.     (f) VERT ANG       
 AH1648
 AH1648.Superseded values are not recommended for survey control.
 AH1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1648.See file dsdata.txt to determine how the superseded data were derived.
 AH1648
 AH1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6075510196(NAD 83)
 AH1648_MARKER: 41 = ANTENNA MAST
 AH1648
 AH1648  HISTORY     - Date     Condition        Report By
 AH1648  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1648
 AH1648                          STATION DESCRIPTION
 AH1648
 AH1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1648'THE STATION, PADRE ISLAND SUN OIL COMPANY NORTHWEST 1 OF 2 MASTS
 AH1648'IS LOCATED ABOUT 56 KM (35 MI) SOUTH-SOUTHEAST OF CORPUS CHRISTI,
 AH1648'24 KM (15 MI) SOUTH OF THE END OF THE PAVED ROAD (PARK ROAD 22),
 AH1648'1.2 KM (0.75 MI) WEST OF THE BEACH, ON PADRE ISLAND, AT YARBOROUGH
 AH1648'PASS AND AT THE SUN OIL COMPANY PUMPING STATION.
 AH1648'
 AH1648'NO TO REACH NEEDED FOR THIS STATION.
 AH1648'
 AH1648'THE LANDMARK IS THE TOP CENTER OF THE UNPAINTED ALUMINUM GUYED
 AH1648'MAST WITH AND OVERALL HEIGHT OF ABOUT 26 METERS (85 FT). (THERE IS
 AH1648'A SIMILAR MAST ABOUT 100 METERS (328 FT) TO THE SOUTHEAST). THE
 AH1648'MAST HAS A SHORT ANTENNA MOUNTED OFF TO THE SIDE AT THE APEX. THE
 AH1648'POINT INTERSECTED WAS THE TOP CENTER.
 AH1648'LOCATED 63 METERS (207 FT) SOUTH FROM THE SOUTH BULKBHEAD SURROUNDING
 AH1648'THE ELEVATED PUMP AND GENERATOR UNIT,
 AH1648'47 METERS (153 FT) WEST-NORTHWEST FROM A WATER TANK ON STILTS AND
 AH1648'31 METERS (102 FT) WEST FROM THE NORTHWEST CORNER OF AN ELEVATED
 AH1648'HOUSE.
 AH1648'
 AH1648'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1931 ***********************************************************************
 AY1931  DESIGNATION -  PADRONE
 AY1931  PID         -  AY1931
 AY1931  STATE/COUNTY-  TX/BEXAR
 AY1931  USGS QUAD   -  CULEBRA HILL (1993)
 AY1931
 AY1931                         *CURRENT SURVEY CONTROL
 AY1931  ___________________________________________________________________
 AY1931* NAD 83(1993)-  29 24 38.35458(N)    098 43 23.20602(W)     ADJUSTED  
 AY1931* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 AY1931  ___________________________________________________________________
 AY1931  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 AY1931  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AY1931
 AY1931  HORZ ORDER  -  FIRST
 AY1931
 AY1931.The horizontal coordinates were established by classical geodetic methods
 AY1931.and adjusted by the National Geodetic Survey in February 1996..
 AY1931
 AY1931.The orthometric height was scaled from a topographic map.
 AY1931
 AY1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1931
 AY1931.The geoid height was determined by GEOID03.
 AY1931
 AY1931;                    North         East     Units Scale Factor Converg.
 AY1931;SPC TXSC     - 4,174,840.594   626,868.583   MT  0.99986411   +0 08 08.3
 AY1931;SPC TXSC     -13,696,956.18  2,056,651.34   sFT  0.99986411   +0 08 08.3
 AY1931;UTM  14      - 3,253,515.833   526,861.565   MT  0.99960890   +0 08 09.5
 AY1931
 AY1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1931!SPC TXSC     -   0.99995912  x   0.99986411  =   0.99982324
 AY1931!UTM  14      -   0.99995912  x   0.99960890  =   0.99956804
 AY1931
 AY1931|---------------------------------------------------------------------|
 AY1931| PID    Reference Object                     Distance      Geod. Az  |
 AY1931|                                                           dddmmss.s |
 AY1931| CV5027 PADRONE RM 1                          9.215 METERS 07516     |
 AY1931| AY1911 KELLY FIELD CONC WATER TANK         APPROX.14.6 KM 0972911.3 |
 AY1931| AY1932 SAN ANTONIO MEX BAP HOME TK         APPROX. 8.7 KM 0994005.4 |
 AY1931| AY1922 SAN ANTONIO AIR CADET C NE TK       APPROX.11.2 KM 1033252.8 |
 AY1931| AY1918 SAN ANTONIO AIR CADET C SW TK       APPROX.10.0 KM 1075744.8 |
 AY1931| CV5028 PADRONE RM 2                         23.531 METERS 19420     |
 AY1931| CV5026 PADRONE AZ MK                                      1952654.6 |
 AY1931|---------------------------------------------------------------------|
 AY1931
 AY1931                          SUPERSEDED SURVEY CONTROL
 AY1931
 AY1931  NAD 83(1986)-  29 24 38.35867(N)    098 43 23.18833(W) AD(       ) 1
 AY1931  NAD 27      -  29 24 37.52000(N)    098 43 22.10600(W) AD(       ) 1
 AY1931
 AY1931.Superseded values are not recommended for survey control.
 AY1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1931.See file dsdata.txt to determine how the superseded data were derived.
 AY1931
 AY1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2686253516(NAD 83)
 AY1931_MARKER: DD = SURVEY DISK
 AY1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1931
 AY1931  HISTORY     - Date     Condition        Report By
 AY1931  HISTORY     - 1943     MONUMENTED       USE
 AY1931  HISTORY     - 1950     GOOD             CGS
 AY1931  HISTORY     - 1953     GOOD             CGS
 AY1931  HISTORY     - 1953     GOOD             AMS
 AY1931  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY1931
 AY1931                          STATION DESCRIPTION
 AY1931
 AY1931'DESCRIBED BY US ENGINEERS 1943 (FBQ)
 AY1931'STATION IS LOCATED ABOUT 18 MILES W OF THE SAN ANTONIO CITY
 AY1931'HALL, 3 MILES N OF U.S. HIGHWAY 90, AND 1 MILE S OF CAGNON
 AY1931'ROAD, ON PROPERTY OWNED BY MR. E.C. BEAM.  MR. BEAMS HOUSE
 AY1931'IS ABOUT 1 MILE E OF THE STATION.  THE STATION IS ON THE
 AY1931'HIGHEST POINT OF A HIGH BUSHY HILL.
 AY1931'
 AY1931'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, DISK SET
 AY1931'IN A SQUARE CONCRETE POST THAT PROJECTS ABOUT 2 INCHES.
 AY1931'IT IS STAMPED PADRONE AND ALSO HAS AN ELEVATION STAMPING
 AY1931'OF 936 ON IT.
 AY1931'
 AY1931'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A BRONZE U.S.C.
 AY1931'AND G.S. REFERENCE DISK SET IN A DRILL HOLE IN OUTCROPPING
 AY1931'BEDROCK, STAMPED PADRONE NO 1 1943.  IT IS FLUSH WITH THE
 AY1931'SURFACE OF THE GROUND.
 AY1931'
 AY1931'REFERENCE MARK 2 IS S OF THE STATION.  IT IS A BRONZE U.S.C.
 AY1931'AND G.S. REFERENCE DISK SET IN A DRILL HOLE IN OUTCROPPING
 AY1931'BEDROCK, STAMPED PADRONE NO 2 1943.  IT IS FLUSH WITH THE
 AY1931'SURFACE OF THE GROUND.
 AY1931'
 AY1931'AZIMUTH MARK IS SW OF THE STATION, 28 FEET W OF THE CENTER
 AY1931'LINE OF A N-S DIRT ROAD, 3 FEET S OF A WHITE REFERENCE POST,
 AY1931'AND 1 FOOT E OF A FENCE.  IT IS A BRONZE U.S.C. AND G.S.
 AY1931'AZIMUTH DISK SET IN CONCRETE, STAMPED PADRONE 1943.  IT
 AY1931'PROJECTS ABOUT 8 INCHES.
 AY1931'
 AY1931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 AY1931'AND 90 AT THE CITY HALL IN SAN ANTONIO, GO W ON HIGHWAY
 AY1931'90 FOR 8.8 MILES TO THE JUNCTION WITH STATE HIGHWAY 13.  CONTINUE
 AY1931'AHEAD ON HIGHWAY 90 FOR 6.2 MILES TO A SIDE ROAD RIGHT.
 AY1931'TURN RIGHT AND N ON THE GROSSENBACHER ROAD AND GO 1.8 MILES
 AY1931'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.5 MILE TO A LOCKED
 AY1931'GATE ON THE RIGHT.  PASS THROUGH THE GATE AND FOLLOW TRAIL ROAD
 AY1931'NE TO THE BASE OF THE HILL, TURN LEFT AND PICK WAY THROUGH
 AY1931'BRUSH TO THE TOP OF THE HILL AND THE STATION.  (KEY FOR
 AY1931'THE GATE CAN BE OBTAINED FROM MR. E.C. BEAM, THE PRESENT
 AY1931'OWNER OF THE PROPERTY.)
 AY1931'
 AY1931'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 AY1931
 AY1931                          STATION RECOVERY (1950)
 AY1931
 AY1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (BHR)
 AY1931'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 AY1931'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DISK FOR
 AY1931'REFERENCE MARK NO. 1 AND THE ORIGINAL DRILL HOLE WERE RECOVERED
 AY1931'IN GOOD CONDITION.  THE DISK WAS REPLACED IN THE DRILL HOLE
 AY1931'IN THE ORIGINAL POSITION.  THE ORIGINAL DIRECTION AND DISTANCE
 AY1931'APPLIES.
 AY1931
 AY1931                          STATION RECOVERY (1953)
 AY1931
 AY1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1931'THE STATION WAS RECOVERED AS DESCRIBED, AND THE STATION
 AY1931'MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 2 WERE FOUND
 AY1931'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND TO BE LOOSE
 AY1931'IN THE BEDROCK BY THE OBSERVING UNIT AND WAS REINFORCED BY
 AY1931'THIS PARTY AT A LATER DATE.
 AY1931'
 AY1931'HEIGHT OF LIGHT ABOVE MARK 16.3 METERS.
 AY1931
 AY1931                          STATION RECOVERY (1953)
 AY1931
 AY1931'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1931'STATION, AZIMUTH MARK AND THE REFERENCE MARKS WERE RECOVERED
 AY1931'IN GOOD CONDITION AS DESCRIBED.  THE STATION IS SET IN THE
 AY1931'CENTER OF A GROUP OF WHITE ROCKS WHICH APPEARS LIGHT IN
 AY1931'COLOR ON THE PHOTOGRAPHY, AND IT IS 85 FEET W-SW OF THE
 AY1931'INTERSECTING CENTERLINES OF FAINT TRAILS.
 AY1931
 AY1931                          STATION RECOVERY (1999)
 AY1931
 AY1931'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0706 ***********************************************************************
 EN0706  DESIGNATION -  PADUCAH
 EN0706  PID         -  EN0706
 EN0706  STATE/COUNTY-  TX/COTTLE
 EN0706  USGS QUAD   -  PADUCAH (1981)
 EN0706
 EN0706                         *CURRENT SURVEY CONTROL
 EN0706  ___________________________________________________________________
 EN0706* NAD 83(1993)-  34 00 49.32790(N)    100 18 42.23745(W)     ADJUSTED  
 EN0706* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 EN0706  ___________________________________________________________________
 EN0706  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 EN0706  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EN0706
 EN0706  HORZ ORDER  -  SECOND
 EN0706
 EN0706.The horizontal coordinates were established by classical geodetic methods
 EN0706.and adjusted by the National Geodetic Survey in February 1996..
 EN0706
 EN0706.The orthometric height was scaled from a topographic map.
 EN0706
 EN0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0706
 EN0706.The geoid height was determined by GEOID03.
 EN0706
 EN0706;                    North         East     Units Scale Factor Converg.
 EN0706;SPC TXNC     - 2,261,719.884   432,656.391   MT  1.00001346   -0 59 17.2
 EN0706;SPC TXNC     - 7,420,325.99  1,419,473.51   sFT  1.00001346   -0 59 17.2
 EN0706;UTM  14      - 3,764,450.909   378,879.797   MT  0.99978084   -0 44 01.9
 EN0706
 EN0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0706!SPC TXNC     -   0.99991361  x   1.00001346  =   0.99992707
 EN0706!UTM  14      -   0.99991361  x   0.99978084  =   0.99969447
 EN0706
 EN0706|---------------------------------------------------------------------|
 EN0706| PID    Reference Object                     Distance      Geod. Az  |
 EN0706|                                                           dddmmss.s |
 EN0706| EN0707 PADUCAH MAGNETIC STA                  2.042 METERS 09417     |
 EN0706| DP0504 MARTIN                              APPROX.11.7 KM 1553603.5 |
 EN0706| CX7875 PADUCAH RM 1                         28.980 METERS 26738     |
 EN0706| CX7874 PADUCAH AZ MK                                      3313736.2 |
 EN0706| CX7876 PADUCAH RM 2                         21.747 METERS 35758     |
 EN0706| EN0705 PADUCAH MUNICIPAL TANK              132.901 METERS 35837     |
 EN0706|---------------------------------------------------------------------|
 EN0706
 EN0706                          SUPERSEDED SURVEY CONTROL
 EN0706
 EN0706  NAD 83(1993)-  34 00 49.32951(N)    100 18 42.23730(W) AD(       ) 2
 EN0706  NAD 83(1986)-  34 00 49.33377(N)    100 18 42.23017(W) AD(       ) 2
 EN0706  NAD 27      -  34 00 49.05000(N)    100 18 40.81500(W) AD(       ) 2
 EN0706
 EN0706.Superseded values are not recommended for survey control.
 EN0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0706.See file dsdata.txt to determine how the superseded data were derived.
 EN0706
 EN0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7888064451(NAD 83)
 EN0706_MARKER: DS = TRIANGULATION STATION DISK
 EN0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0706
 EN0706  HISTORY     - Date     Condition        Report By
 EN0706  HISTORY     - 1935     MONUMENTED       CGS
 EN0706  HISTORY     - 1938     GOOD             TXHD
 EN0706  HISTORY     - 1956     GOOD             CGS
 EN0706  HISTORY     - 1958     GOOD             CGS
 EN0706  HISTORY     - 1966     GOOD             CGS
 EN0706  HISTORY     - 1967     MARK NOT FOUND   CGS
 EN0706  HISTORY     - 1969     GOOD             CGS
 EN0706
 EN0706                          STATION DESCRIPTION
 EN0706
 EN0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0706'STATION IS IN THE CITY OF PADUCAH, ABOUT 0.6 MILE W OF THE
 EN0706'COURTHOUSE, ON THE SE CORNER OF THE HIGH SCHOOL GROUNDS.  THE
 EN0706'STATION MARK IS 50 FEET N OF THE CENTER LINE OF THE STREET
 EN0706'TO THE S (RICHARDS STREET) AND 50 FEET W OF THE STREET TO THE
 EN0706'E (GOODWIN STREET).  IT IS 437 FEET A LITTLE E OF S FROM THE
 EN0706'CITY WATER TANK.  MARK IS FLUSH WITH THE GROUND.
 EN0706'
 EN0706'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0706'BRONZE DISKS SET IN CONCRETE.
 EN0706'
 EN0706'REFERENCE MARK NO. 1 IS W OF THE STATION, 45 FEET N OF CENTER
 EN0706'LINE OF STREET.  MARK IS FLUSH WITH GROUND.
 EN0706'
 EN0706'REFERENCE MARK NO. 2 IS N OF STATION, 52 FEET W OF CENTER LINE
 EN0706'OF STREET.  MARK IS FLUSH WITH THE GROUND.
 EN0706'
 EN0706'AZIMUTH MARK IS 0.6 MILE NNW OF STATION, 58 FEET E OF E EDGE
 EN0706'OF HOUSE, 104 FEET N OF CENTER LINE OF STREET, AND PROJECTS
 EN0706'6 INCHES ABOVE THE GROUND.
 EN0706'
 EN0706'TO REACH FROM STATION, GO 0.55 MILE N, TURN LEFT AND GO 0.3
 EN0706'MILE W TO HOUSE ON RIGHT, TURN RIGHT INTO DRIVEWAY ON E SIDE
 EN0706'OF HOUSE.  MARK IS THEN IN FENCE LINE ON RIGHT.
 EN0706'
 EN0706'PADUCAH MAGNETIC STATION IS 6.70 FEET E OF STATION.
 EN0706'
 EN0706'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 EN0706
 EN0706                          STATION RECOVERY (1938)
 EN0706
 EN0706'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EN0706'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 EN0706'SATISFACTORY.  DID NOT RECOVER THE REFERENCE OR AZIMUTH MARKS.
 EN0706
 EN0706                          STATION RECOVERY (1956)
 EN0706
 EN0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CHB)
 EN0706'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EN0706'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 EN0706
 EN0706                          STATION RECOVERY (1958)
 EN0706
 EN0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 EN0706'STATION RECOVERED AS DESCRIBED AND STATION MARK, R.M. NO. 1 AND
 EN0706'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M. NO. 2
 EN0706'WAS NOT RECOVERED AND WAS THOUGHT TO HAVE BEEN DESTROYED.
 EN0706'THE AZIMUTH MARK IS NOT VISABLE FROM THE GROUND AS A NEW
 EN0706'SCHOOL BUILDING HAS BEEN BUILT ON LINE BETWEEN THIS MARK
 EN0706'AND THE STATION.
 EN0706
 EN0706                          STATION RECOVERY (1966)
 EN0706
 EN0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 EN0706'THE STATION WAS VISITED.  THE STATION MARK AND REFERENCE MARK
 EN0706'NO. 1 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 EN0706'IS BELIEVED TO BE DESTROYED.  THE AZIMUTH MARK WAS FOUND TO BE
 EN0706'DISTURBED.  THE MARK APPEARS TO HAVE BEEN PULLED FROM ITS ORIGINAL
 EN0706'POSITION AND IT IS NOW LEANING BADLY AND PROJECTING TWO
 EN0706'FEET ABOVE GROUND LEVEL.
 EN0706'
 EN0706'PADUCAH MAGNETIC STATION WHICH IS 6.70 FEET EAST OF THE
 EN0706'TRIANGULATION STATION, WAS FOUND IN GOOD CONDITION.
 EN0706
 EN0706                          STATION RECOVERY (1967)
 EN0706
 EN0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JES)
 EN0706'STATION DESTROYED.  THE WHOLE CONCRETE POST WITH TABLET INTACT
 EN0706'WAS FOUND LYING ON THE GROUND.  LOCAL RESIDENT ON WHOSE PROPERTY
 EN0706'IT WAS LOCATED SAID IT WAS ACCIDENTLY TORN OUT BY A TRUCK.
 EN0706'
 EN0706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE
 EN0706'NNW OF TRIANGULATION STATION PADUCAH.
 EN0706
 EN0706                          STATION RECOVERY (1969)
 EN0706
 EN0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EN0706'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO. 1
 EN0706'AND 2 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND AND
 EN0706'APPEARS TO HAVE BEEN DESTROYED.  REFERENCE MARKS NO. 3 AND 4 WERE
 EN0706'SET.  NO DISTANCE OBJECTS VISIBLE AT GROUND LEVEL FROM STATION TO
 EN0706'SET A NEW AZIMUTH MARK.
 EN0706'
 EN0706'STATION MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 EN0706'CONCRETE POST AND STAMPED PADUCAH 1935 IS 51 FEET WEST OF THE
 EN0706'CENTERLINE OF GOODWIN AVENUE, 47 FEET NORTH OF THE CENTERLINE
 EN0706'OF RICHARDS STREET, 27 FEET NORTHWEST OF A POWERLINE POLE
 EN0706'AND NEAR THE SOUTHEAST CORNER OF SCHOOL GROUNDS.
 EN0706'
 EN0706'TO REACH FROM THE COTTLE COUNTY COURTHOUSE AT PADUCA, GO WEST ON
 EN0706'RICHARDS STREET FOR 0.6 MILE TO GOODWIN AVENUE AND STATION
 EN0706'ON RIGHT (NORTH) SIDE OF STREET AS DESCRIBED.
 EN0706'
 EN0706'REFERENCE MARK NO. 3 A STANDARD DISK, SET FLUSH IN A DRILLHOLE
 EN0706'IN A CONCRETE CURB AND STAMPED PADUCAH 1935 NO 3 1969 IS 109
 EN0706'FEET NORTH OF THE CENTERLINE OF RICHARDS STREET, 83-1/2 FEET
 EN0706'NORTH OF A POWERLINE POLE AND 36 FEET WEST OF THE CENTERLINE
 EN0706'OF RICHARDS STREET.
 EN0706'
 EN0706'REFERENCE MARK NO. 4, A STANDARD DISK SET FLUSH IN A DRILLHOLE
 EN0706'IN A CONCRETE CURB AND STAMPED PADUCAH 1935 NO 4 1969, IS 108
 EN0706'FEET WEST OF GOODWIN AVENUE, 44 FEET EAST OF A POWERLINE POLE
 EN0706'AND 26 FEET NORTH OF THE CENTERLINE OF RICHARDS STREET.
 EN0706'
 EN0706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PADUCAH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0707 ***********************************************************************
 EN0707  DESIGNATION -  PADUCAH MAGNETIC STA
 EN0707  PID         -  EN0707
 EN0707  STATE/COUNTY-  TX/COTTLE
 EN0707  USGS QUAD   -  PADUCAH (1981)
 EN0707
 EN0707                         *CURRENT SURVEY CONTROL
 EN0707  ___________________________________________________________________
 EN0707* NAD 83(1993)-  34 00 49.32295(N)    100 18 42.15808(W)     ADJUSTED  
 EN0707* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 EN0707  ___________________________________________________________________
 EN0707  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 EN0707  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EN0707
 EN0707  HORZ ORDER  -  SECOND
 EN0707
 EN0707.The horizontal coordinates were established by classical geodetic methods
 EN0707.and adjusted by the National Geodetic Survey in February 1996..
 EN0707
 EN0707.The orthometric height was scaled from a topographic map.
 EN0707
 EN0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0707
 EN0707.The geoid height was determined by GEOID03.
 EN0707
 EN0707;                    North         East     Units Scale Factor Converg.
 EN0707;SPC TXNC     - 2,261,719.696   432,658.425   MT  1.00001346   -0 59 17.1
 EN0707;SPC TXNC     - 7,420,325.37  1,419,480.18   sFT  1.00001346   -0 59 17.1
 EN0707;UTM  14      - 3,764,450.731   378,881.831   MT  0.99978084   -0 44 01.9
 EN0707
 EN0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0707!SPC TXNC     -   0.99991361  x   1.00001346  =   0.99992707
 EN0707!UTM  14      -   0.99991361  x   0.99978084  =   0.99969447
 EN0707
 EN0707                          SUPERSEDED SURVEY CONTROL
 EN0707
 EN0707  NAD 83(1993)-  34 00 49.32457(N)    100 18 42.15794(W) AD(       ) 2
 EN0707  NAD 83(1986)-  34 00 49.32881(N)    100 18 42.15057(W) AD(       ) 2
 EN0707  NAD 27      -  34 00 49.04500(N)    100 18 40.73600(W) AD(       ) 2
 EN0707
 EN0707.Superseded values are not recommended for survey control.
 EN0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0707.See file dsdata.txt to determine how the superseded data were derived.
 EN0707
 EN0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7888264451(NAD 83)
 EN0707_MARKER: DD = SURVEY DISK
 EN0707_SETTING: 0 = UNSPECIFIED SETTING
 EN0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0707
 EN0707  HISTORY     - Date     Condition        Report By
 EN0707  HISTORY     - 1935     MONUMENTED       CGS
 EN0707  HISTORY     - 1969     GOOD             CGS
 EN0707
 EN0707                          STATION DESCRIPTION
 EN0707
 EN0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0707'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 EN0707'DISTANCE TO TRIANGULATION STATION PADUCAH IS 6.70 FEET.
 EN0707
 EN0707                          STATION RECOVERY (1969)
 EN0707
 EN0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EN0707'STATION RECOVERED IN FAIR CONDITION.  THE MONUMENT PROJECTS
 EN0707'ABOUT 12 INCHES AND HAS PIECES OF CONCRETE CHIPPED FROM THE
 EN0707'TOP OF THE MARK, BUT THE DISK HAS NOT BEEN DISTURBED AND THE
 EN0707'POST IS SOLID IN THE GROUND.
 EN0707'
 EN0707'DISTANCE TO PADUCAH 1935 IS 6.74 FEET.
 EN0707'
 EN0707'STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE SCHOOL YARD,
 EN0707'12-1/2 FEET WEST OF CURB, 22 FEET NORTH OF A CURB, 6 INCHES
 EN0707'WEST OF A SIDEWALK AND 6.74 FEET EAST OF TRIANGULATION STATION
 EN0707'PADUCAH 1935.
 EN0707'
 EN0707'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PADUCAH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0705 ***********************************************************************
 EN0705  DESIGNATION -  PADUCAH MUNICIPAL TANK
 EN0705  PID         -  EN0705
 EN0705  STATE/COUNTY-  TX/COTTLE
 EN0705  USGS QUAD   -  PADUCAH (1981)
 EN0705
 EN0705                         *CURRENT SURVEY CONTROL
 EN0705  ___________________________________________________________________
 EN0705* NAD 83(1993)-  34 00 53.63994(N)    100 18 42.36270(W)     ADJUSTED  
 EN0705* NAVD 88     -                                                        
 EN0705  ___________________________________________________________________
 EN0705  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 EN0705  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EN0705
 EN0705  HORZ ORDER  -  THIRD
 EN0705
 EN0705.The horizontal coordinates were established by classical geodetic methods
 EN0705.and adjusted by the National Geodetic Survey in February 1996..
 EN0705
 EN0705
 EN0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0705
 EN0705.The geoid height was determined by GEOID03.
 EN0705
 EN0705;                    North         East     Units Scale Factor Converg.
 EN0705;SPC TXNC     - 2,261,852.783   432,655.469   MT  1.00001381   -0 59 17.3
 EN0705;SPC TXNC     - 7,420,762.01  1,419,470.48   sFT  1.00001381   -0 59 17.3
 EN0705;UTM  14      - 3,764,583.773   378,878.286   MT  0.99978085   -0 44 02.1
 EN0705
 EN0705                          SUPERSEDED SURVEY CONTROL
 EN0705
 EN0705  NAD 83(1993)-  34 00 53.64141(N)    100 18 42.36255(W) AD(       ) 4
 EN0705  NAD 83(1986)-  34 00 53.64590(N)    100 18 42.35518(W) AD(       ) 4
 EN0705  NAD 27      -  34 00 53.35700(N)    100 18 40.94000(W) AD(       ) 3
 EN0705
 EN0705.Superseded values are not recommended for survey control.
 EN0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0705.See file dsdata.txt to determine how the superseded data were derived.
 EN0705
 EN0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7887864584(NAD 83)
 EN0705_MARKER: 51 = TANK
 EN0705
 EN0705  HISTORY     - Date     Condition        Report By
 EN0705  HISTORY     - 1935     FIRST OBSERVED   CGS
 EN0705  HISTORY     - 1967     GOOD             CGS
 EN0705
 EN0705                          STATION DESCRIPTION
 EN0705
 EN0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0705'POINT SIGHTED UPON WAS FINIAL OF MUNICIPAL WATER TANK LOCATED
 EN0705'IN THE W SIDE OF TOWN.  IT IS APPROXIMATELY 100 FEET HIGH.
 EN0705
 EN0705                          STATION RECOVERY (1967)
 EN0705
 EN0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0705'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0709 ***********************************************************************
 EN0709  DESIGNATION -  PADUCAH PANHANDLE CO TANK
 EN0709  PID         -  EN0709
 EN0709  STATE/COUNTY-  TX/COTTLE
 EN0709  USGS QUAD   -  PADUCAH (1981)
 EN0709
 EN0709                         *CURRENT SURVEY CONTROL
 EN0709  ___________________________________________________________________
 EN0709* NAD 83(1993)-  34 01 20.91292(N)    100 18 05.62124(W)     ADJUSTED  
 EN0709* NAVD 88     -                                                        
 EN0709  ___________________________________________________________________
 EN0709  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 EN0709  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EN0709
 EN0709  HORZ ORDER  -  THIRD
 EN0709
 EN0709.The horizontal coordinates were established by classical geodetic methods
 EN0709.and adjusted by the National Geodetic Survey in February 1996..
 EN0709
 EN0709
 EN0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0709
 EN0709.The geoid height was determined by GEOID03.
 EN0709
 EN0709;                    North         East     Units Scale Factor Converg.
 EN0709;SPC TXNC     - 2,262,676.792   433,612.464   MT  1.00001604   -0 58 57.2
 EN0709;SPC TXNC     - 7,423,465.44  1,422,610.23   sFT  1.00001604   -0 58 57.2
 EN0709;UTM  14      - 3,765,411.824   379,831.390   MT  0.99977801   -0 43 42.0
 EN0709
 EN0709                          SUPERSEDED SURVEY CONTROL
 EN0709
 EN0709  NAD 83(1993)-  34 01 20.91437(N)    100 18 05.62110(W) AD(       ) 4
 EN0709  NAD 83(1986)-  34 01 20.91882(N)    100 18 05.61374(W) AD(       ) 4
 EN0709  NAD 27      -  34 01 20.63844(N)    100 18 04.20023(W) AD(       ) 3
 EN0709
 EN0709.Superseded values are not recommended for survey control.
 EN0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0709.See file dsdata.txt to determine how the superseded data were derived.
 EN0709
 EN0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7983165412(NAD 83)
 EN0709_MARKER: 53 = ELEVATED TANK
 EN0709
 EN0709  HISTORY     - Date     Condition        Report By
 EN0709  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0709
 EN0709                          STATION DESCRIPTION
 EN0709
 EN0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0709'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH
 EN0709'HEMISPHERICAL BOTTOM ELEVATED TANK SUPPORTED BY 4 STEEL LEGS.  IT
 EN0709'IS LOCATED ABOUT 0.5 MILE NORTH OF THE CENTER OF TOWN AND 75 FEET
 EN0709'EAST OF U.S. HIGHWAYS 83 AND 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0710 ***********************************************************************
 EN0710  DESIGNATION -  PADUCAH TV SIGNAL SERVICE MST
 EN0710  PID         -  EN0710
 EN0710  STATE/COUNTY-  TX/COTTLE
 EN0710  USGS QUAD   -  PADUCAH (1981)
 EN0710
 EN0710                         *CURRENT SURVEY CONTROL
 EN0710  ___________________________________________________________________
 EN0710* NAD 83(1993)-  34 00 25.82087(N)    100 18 43.79898(W)     ADJUSTED  
 EN0710* NAVD 88     -                                                        
 EN0710  ___________________________________________________________________
 EN0710  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 EN0710  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 EN0710
 EN0710  HORZ ORDER  -  THIRD
 EN0710
 EN0710.The horizontal coordinates were established by classical geodetic methods
 EN0710.and adjusted by the National Geodetic Survey in February 1996..
 EN0710
 EN0710
 EN0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0710
 EN0710.The geoid height was determined by GEOID03.
 EN0710
 EN0710;                    North         East     Units Scale Factor Converg.
 EN0710;SPC TXNC     - 2,260,996.379   432,603.837   MT  1.00001155   -0 59 18.0
 EN0710;SPC TXNC     - 7,417,952.29  1,419,301.09   sFT  1.00001155   -0 59 18.0
 EN0710;UTM  14      - 3,763,727.346   378,830.466   MT  0.99978099   -0 44 02.3
 EN0710
 EN0710                          SUPERSEDED SURVEY CONTROL
 EN0710
 EN0710  NAD 83(1993)-  34 00 25.82235(N)    100 18 43.79882(W) AD(       ) 4
 EN0710  NAD 83(1986)-  34 00 25.82681(N)    100 18 43.79151(W) AD(       ) 4
 EN0710  NAD 27      -  34 00 25.54526(N)    100 18 42.37745(W) AD(       ) 3
 EN0710
 EN0710.Superseded values are not recommended for survey control.
 EN0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0710.See file dsdata.txt to determine how the superseded data were derived.
 EN0710
 EN0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7883063727(NAD 83)
 EN0710_MARKER: 42 = RADIO/TV MAST
 EN0710
 EN0710  HISTORY     - Date     Condition        Report By
 EN0710  HISTORY     - 1965     FIRST OBSERVED   CGS
 EN0710  HISTORY     - 1967     GOOD             CGS
 EN0710
 EN0710                          STATION DESCRIPTION
 EN0710
 EN0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0710'STATION IS THE CENTER OF THE TOP OF A 350 FOOT HIGH STEEL MAST.  IT
 EN0710'IS LOCATED NEAR THE SOUTHWEST EDGE OF PADUCAH, 200 FEET WEST OF THE
 EN0710'CENTERLINE OF GOODWIN AVENUE.
 EN0710
 EN0710                          STATION RECOVERY (1967)
 EN0710
 EN0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0710'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0920 ***********************************************************************
 EN0920  PACS        -  This is a Primary Airport Control Station.
 EN0920  DESIGNATION -  PADUPORT
 EN0920  PID         -  EN0920
 EN0920  STATE/COUNTY-  TX/COTTLE
 EN0920  USGS QUAD   -  PADUCAH (1981)
 EN0920
 EN0920                         *CURRENT SURVEY CONTROL
 EN0920  ___________________________________________________________________
 EN0920* NAD 83(1993)-  34 01 40.04677(N)    100 16 54.61849(W)     ADJUSTED  
 EN0920* NAVD 88     -       565.78   (meters)    1856.2    (feet)  GPS OBS   
 EN0920  ___________________________________________________________________
 EN0920  X           -    -944,567.240 (meters)                     COMP
 EN0920  Y           -  -5,206,999.351 (meters)                     COMP
 EN0920  Z           -   3,549,302.770 (meters)                     COMP
 EN0920  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 EN0920  ELLIP HEIGHT-         537.91  (meters)          (10/24/00) GPS OBS
 EN0920  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EN0920
 EN0920  HORZ ORDER  -  B
 EN0920  ELLP ORDER  -  FOURTH    CLASS II
 EN0920
 EN0920.This mark is at Dan E Richards Muni (3F6) Airport (3F6)
 EN0920
 EN0920.The horizontal coordinates were established by GPS observations
 EN0920.and adjusted by the National Geodetic Survey in August 1996..
 EN0920
 EN0920.The orthometric height was determined by GPS observations and a
 EN0920.high-resolution geoid model.
 EN0920
 EN0920.GPS derived orthometric heights for airport stations designated as
 EN0920.PACS or SACS are published to 2 decimal places.  This maintains
 EN0920.centimeter relative accuracy between the PACS and SACS.  It does
 EN0920.not indicate centimeter accuracy relative to other marks which are
 EN0920.part of the NAVD 88 network.
 EN0920
 EN0920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EN0920
 EN0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0920
 EN0920.The ellipsoidal height was determined by GPS observations
 EN0920.and is referenced to NAD 83.
 EN0920
 EN0920.The geoid height was determined by GEOID03.
 EN0920
 EN0920;                    North         East     Units Scale Factor Converg.
 EN0920;SPC TXNC     - 2,263,235.200   435,443.851   MT  1.00001762   -0 58 18.5
 EN0920;SPC TXNC     - 7,425,297.49  1,428,618.70   sFT  1.00001762   -0 58 18.5
 EN0920;UTM  14      - 3,765,978.219   381,659.839   MT  0.99977263   -0 43 02.6
 EN0920
 EN0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0920!SPC TXNC     -   0.99991556  x   1.00001762  =   0.99993318
 EN0920!UTM  14      -   0.99991556  x   0.99977263  =   0.99968821
 EN0920
 EN0920:                Primary Azimuth Mark                     Grid Az
 EN0920:SPC TXNC     -  PADUPORT AZ MK                           181 27 40.2
 EN0920:UTM  14      -  PADUPORT AZ MK                           181 12 24.3
 EN0920
 EN0920|---------------------------------------------------------------------|
 EN0920| PID    Reference Object                     Distance      Geod. Az  |
 EN0920|                                                           dddmmss.s |
 EN0920| EN0921 PADUPORT AZ MK                      APPROX. 0.5 KM 1802921.7 |
 EN0920| AC9121 3F6 A                               410.189 METERS 3543117.8 |
 EN0920|---------------------------------------------------------------------|
 EN0920
 EN0920                          SUPERSEDED SURVEY CONTROL
 EN0920
 EN0920  ELLIP H (08/30/96)  537.94   (m)                       GP(       ) 1 2
 EN0920  NAD 83(1993)-  34 01 40.04292(N)    100 16 54.61446(W) AD(       ) 3
 EN0920  ELLIP H (02/16/96)  537.97   (m)                       GP(       ) 5 1
 EN0920  NAD 83(1993)-  34 01 40.04393(N)    100 16 54.61404(W) AD(       ) 3
 EN0920  NAD 83(1986)-  34 01 40.04729(N)    100 16 54.59986(W) AD(       ) 3
 EN0920  NAD 27      -  34 01 39.73163(N)    100 16 53.20608(W) AD(       ) 3
 EN0920  NGVD 29 (12/08/88)  565.6    (m)         1856.     (f) GPS OBS        
 EN0920
 EN0920.Superseded values are not recommended for survey control.
 EN0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0920.See file dsdata.txt to determine how the superseded data were derived.
 EN0920
 EN0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8166065978(NAD 83)
 EN0920_MARKER: I = METAL ROD
 EN0920_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EN0920_SP_SET: OBJECT DRIVEN INTO GROUND
 EN0920_STAMPING: PADUPORT 1988
 EN0920_MARK LOGO: NGS   
 EN0920_PROJECTION: FLUSH
 EN0920_MAGNETIC: I = MARKER IS A STEEL ROD
 EN0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0920+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1995
 EN0920_ROD/PIPE-DEPTH: 3.8  meters
 EN0920_SLEEVE-DEPTH  : 0.9 meters
 EN0920
 EN0920  HISTORY     - Date     Condition        Report By
 EN0920  HISTORY     - 1988     MONUMENTED       NGS
 EN0920  HISTORY     - 19950530 GOOD             NGS
 EN0920  HISTORY     - 19990209 GOOD             TXDOT
 EN0920
 EN0920                          STATION DESCRIPTION
 EN0920
 EN0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EN0920'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 EN0920'NORTHEAST OF PADUCAH, 1.0 KM (0.6 MI) NORTH OF US HIGHWAY 70 AND AT
 EN0920'THE DAN E. RICHARDS MUNICIPAL AIRPORT.  IT IS AT THE JUNCTION OF A
 EN0920'RAMP AND RUNWAY.
 EN0920'OWNERSHIP--CITY OF PADUCAH AND COTTLE COUNTY, PO BOX 759, PADUCAH
 EN0920'TX 79248, PHONE 806-492-3713.(CALL THIS NUMBER IF GATE IS LOCKED.
 EN0920'AIRPORT MANAGER IS KENNETH TRENT, PHONE 806-492-3822. (MR TRENT IS
 EN0920'A FARMER AND HARD TO REACH).
 EN0920'
 EN0920'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 62, 83 AND 70
 EN0920'IN PADUCAH, GO EAST ON US HIGHWAY 70 FOR 1.4 KM (0.9 MI) TO FARM
 EN0920'ROAD 1037 ON THE LEFT.  CONTINUE NORTHEAST FOR 0.8 KM (0.5 MI) TO A
 EN0920'DIRT ROAD LEFT.  BEAR LEFT AND GO NORTH ON DIRT ROAD FOR 0.9 KM
 EN0920'(0.55 MI) TO AIRPORT GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE
 EN0920'AND GO WEST ACROSS TARMAC AND RAMP FOR 0.2 KM (0.1 MI) TO RUNWAY
 EN0920'AND THE STATION ON THE LEFT.
 EN0920'
 EN0920'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 EN0920'DRIVEN INTO THE GROUND 2.6 METERS  AND INSIDE A 1-INCH PVC PIPE
 EN0920'THAT IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC
 EN0920'PIPE WITH A LOGO CAP STAMPED---PADUPORT 1988---, THE ROD IS
 EN0920'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 15.4 METERS (50.5
 EN0920'FT) EAST FROM CENTER OF RUNWAY, 12.8 METERS (42.0 FT) SOUTH FROM
 EN0920'CENTER OF TAXIWAY RAMP AND 0.9 METER (3.0 FT) NORTH FROM A
 EN0920'FIBERGLASS WITNESS POST.
 EN0920'
 EN0920'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 EN0920'ROD DRIVEN INTO THE GROUND 3.8 METERS AND INSIDE A 1-INCH PVC PIPE
 EN0920'THAT IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC
 EN0920'PIPE WITH A LOGO CAP STAMPED---PADUPORT AZ MK 1988---, THE ROD IS
 EN0920'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 11.2 METERS (36.5
 EN0920'FT) EAST FROM CENTER OF RUNWAY, 7.3 METERS (24.0 FT) NORTH
 EN0920'FROM CENTER OF TIRE AROUND LIGHT AND 0.9 METER (3.0 FT) SOUTH FROM
 EN0920'A FIBERGLASS WITNESS POST.
 EN0920'
 EN0920'GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EN0920'
 EN0920'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EN0920'
 EN0920'DESCRIBED BY D.A. BOWLING.
 EN0920
 EN0920                          STATION RECOVERY (1995)
 EN0920
 EN0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EN0920'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHEAST OF PADUCAH, ON
 EN0920'THE DAN E.  RICHARDS AIRPORT, AT JUNCTION OFTHE RUNWAY CONECTOR AND
 EN0920'AND THE RUNWAY.  OWNERSHIP--CITY OF PADUCAH AND COTTLE COUNTY, P.O.
 EN0920'BOX 759 PADUCAH, TX 79248.  THE AIRPORT MANAGER IS JIM SWEENEY, PHONE
 EN0920'806 492-3106.  NOTE-- JIM SWEENEY IS NOT THE AIRPORT OPERATOR.  TO
 EN0920'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 62, 83, AND 70
 EN0920'IN PADUCAH, GO 2.2 KM (1.35 MI) EAST ON U.S.  HIGHWAY 70 TO THE
 EN0920'AIRPORT ROAD, TURN LEFT, NORTH, GO 0.9 KM (0.55 MI) ON A GRAVELED ROAD
 EN0920'TO THE AIRPORT GATE, TURN LEFT, WEST, GO 0.1KM, THROUGH THE GATE,
 EN0920'ACROSS THE APRON AND ALONG THE CONECTOR TO THE THE RUNWAY AND THE
 EN0920'STATION ON THE LEFT.  THE STATION IS 15.8 M (51.8 FT) EAST OF THE
 EN0920'RUNWAY CENTERLINE, 12.6 M (41.3 FT) SOUTH OF THE CONECTOR CENTERLINE,
 EN0920'0.9 M (3.0 FT) NORTH-NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 EN0920'BELOW THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 EN0920'THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A
 EN0920'REQUIREMENTS.  BY DEB.
 EN0920
 EN0920                          STATION RECOVERY (1999)
 EN0920
 EN0920'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 EN0920'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0921 ***********************************************************************
 EN0921  SACS        -  This is a Secondary Airport Control Station.
 EN0921  DESIGNATION -  PADUPORT AZ MK
 EN0921  PID         -  EN0921
 EN0921  STATE/COUNTY-  TX/COTTLE
 EN0921  USGS QUAD   -  PADUCAH (1981)
 EN0921
 EN0921                         *CURRENT SURVEY CONTROL
 EN0921  ___________________________________________________________________
 EN0921* NAD 83(1993)-  34 01 23.62407(N)    100 16 54.78695(W)     ADJUSTED  
 EN0921* NAVD 88     -       563.51   (meters)    1848.8    (feet)  GPS OBS   
 EN0921  ___________________________________________________________________
 EN0921  X           -    -944,621.698 (meters)                     COMP
 EN0921  Y           -  -5,207,275.344 (meters)                     COMP
 EN0921  Z           -   3,548,882.079 (meters)                     COMP
 EN0921  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 EN0921  ELLIP HEIGHT-         535.63  (meters)          (02/05/01) GPS OBS
 EN0921  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EN0921
 EN0921  HORZ ORDER  -  FIRST
 EN0921  ELLP ORDER  -  FOURTH    CLASS II
 EN0921
 EN0921.This mark is at Dan E Richards Muni (3F6) Airport (3F6)
 EN0921
 EN0921.The horizontal coordinates were established by GPS observations
 EN0921.and adjusted by the National Geodetic Survey in June 1997..
 EN0921
 EN0921.The orthometric height was determined by GPS observations and a
 EN0921.high-resolution geoid model.
 EN0921
 EN0921.GPS derived orthometric heights for airport stations designated as
 EN0921.PACS or SACS are published to 2 decimal places.  This maintains
 EN0921.centimeter relative accuracy between the PACS and SACS.  It does
 EN0921.not indicate centimeter accuracy relative to other marks which are
 EN0921.part of the NAVD 88 network.
 EN0921
 EN0921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EN0921
 EN0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0921
 EN0921.The ellipsoidal height was determined by GPS observations
 EN0921.and is referenced to NAD 83.
 EN0921
 EN0921.The geoid height was determined by GEOID03.
 EN0921
 EN0921;                    North         East     Units Scale Factor Converg.
 EN0921;SPC TXNC     - 2,262,729.323   435,430.948   MT  1.00001627   -0 58 18.6
 EN0921;SPC TXNC     - 7,423,637.79  1,428,576.37   sFT  1.00001627   -0 58 18.6
 EN0921;UTM  14      - 3,765,472.414   381,649.185   MT  0.99977267   -0 43 02.4
 EN0921
 EN0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0921!SPC TXNC     -   0.99991592  x   1.00001627  =   0.99993219
 EN0921!UTM  14      -   0.99991592  x   0.99977267  =   0.99968861
 EN0921
 EN0921:                Primary Azimuth Mark                     Grid Az
 EN0921:SPC TXNC     -  PADUPORT                                 001 27 40.2
 EN0921:UTM  14      -  PADUPORT                                 001 12 24.0
 EN0921
 EN0921|---------------------------------------------------------------------|
 EN0921| PID    Reference Object                     Distance      Geod. Az  |
 EN0921|                                                           dddmmss.s |
 EN0921| EN0920 PADUPORT                            APPROX. 0.5 KM 0002921.6 |
 EN0921|---------------------------------------------------------------------|
 EN0921
 EN0921                          SUPERSEDED SURVEY CONTROL
 EN0921
 EN0921  ELLIP H (06/10/97)  535.66   (m)                       GP(       ) 4 2
 EN0921  NAD 83(1993)-  34 01 23.62041(N)    100 16 54.78298(W) AD(       ) 3
 EN0921  ELLIP H (02/16/96)  535.70   (m)                       GP(       ) 5 1
 EN0921  NAD 83(1993)-  34 01 23.62143(N)    100 16 54.78257(W) AD(       ) 3
 EN0921  NAD 83(1986)-  34 01 23.62479(N)    100 16 54.76838(W) AD(       ) 3
 EN0921  NAD 27      -  34 01 23.30874(N)    100 16 53.37470(W) AD(       ) 3
 EN0921  NGVD 29 (12/08/88)  563.2    (m)         1848.     (f) GPS OBS        
 EN0921
 EN0921.Superseded values are not recommended for survey control.
 EN0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0921.See file dsdata.txt to determine how the superseded data were derived.
 EN0921
 EN0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8164965472(NAD 83)
 EN0921_MARKER: I = METAL ROD
 EN0921_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EN0921_SP_SET: OBJECT DRIVEN INTO GROUND
 EN0921_STAMPING: PADUPORT AZ MK 1988
 EN0921_MARK LOGO: NGS   
 EN0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0921+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1995
 EN0921
 EN0921  HISTORY     - Date     Condition        Report By
 EN0921  HISTORY     - 1988     MONUMENTED       NGS
 EN0921  HISTORY     - 19950530 GOOD             NGS
 EN0921
 EN0921                          STATION DESCRIPTION
 EN0921
 EN0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EN0921'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 EN0921'NORTHEAST OF PADUCAH, 1.0 KM (0.6 MI) NORTH OF US HIGHWAY 70 AT THE
 EN0921'DAN E. RICHARDS MUNICIPAL AIRPORT.
 EN0921'OWNERSHIP--CITY OF PADUCAH AND COTTLE COUNTY, PO BOX 759, PADUCAH
 EN0921'TX 79248, PHONE, 806-492-3713. (CALL THIS NUMBER IF GATE IS
 EN0921'LOCKED).  AIRPORT MANAGER IS KENNETH TRENT, PHONE 806-492-3822.
 EN0921'(MR TRENT IS A FARMER AND HARD TO REACH).
 EN0921'
 EN0921'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 62, 83 AND 70
 EN0921'IN PADUCAH, GO EAST ON US HIGHWAY 70 FOR 1.4 KM (0.9 MI) TO FARM
 EN0921'ROAD 1037 ON THE LEFT.  CONTINUE NORTHEAST FOR 0.8 KM (0.5 MI) TO A
 EN0921'DIRT ROAD LEFT.  BEAR LEFT AND GO NORTH ON DIRT ROAD FOR 0.9 KM
 EN0921'(0.55 MI) TO AIRPORT GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE
 EN0921'AND GO WEST ACROSS TARMAC AND RAMP FOR 0.2 KM (0.1 MI) TO THE
 EN0921'RUNWAY.  TURN LEFT AND GO SOUTH ON THE RUNWAY FOR 0.5 KM (0.3 MI)
 EN0921'TO THE MARK ON THE LEFT AT RUNWAY END.
 EN0921'
 EN0921'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 EN0921'DRIVEN INTO THE GROUND 3.8 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 EN0921'IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE
 EN0921'WITH A LOGO CAP STAMPED---PADUPORT AZ MK 1988---, THE ROD IS
 EN0921'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 11.2 METERS (36.5
 EN0921'FT) EAST FROM CENTER OF RUNWAY, 7.3 METERS (24.0 FT) NORTH FROM
 EN0921'CENTER OF TIRE AROUND LIGHT AND 0.9 METER (3.0 FT) SOUTH FROM A
 EN0921'FIBERGLASS WITNESS POST.
 EN0921'
 EN0921'GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EN0921'
 EN0921'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EN0921'
 EN0921'DESCRIBED BY D.A. BOWLING.
 EN0921
 EN0921                          STATION RECOVERY (1995)
 EN0921
 EN0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EN0921'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHEAST OF PADUCAH, ON
 EN0921'THE DAN E.  RICHARDS AIRPORTR, NEAR THE SOUTHEAST CORNER OF THE
 EN0921'RUNWAY.  OWNERSHIP--CITY OF PADUCAH AND COTTLE COUNTY, P.O.  BOX 759
 EN0921'PADUCAH, TX 79248.  THE AIRPORT MANAGER IS JIM SWEENEY, PHONE 806
 EN0921'492-3106.  NOTE-- JIM SWEENEY IS NOT THE AIRPORT OPERATOR.  TO REACH
 EN0921'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 62, 83, AND 70 IN
 EN0921'PADUCAH, GO 2.2 KM (1.35 MI) EAST ON U.S.  HIGHWAY 70 TO THE AIRPORT
 EN0921'ROAD, TURN LEFT, NORTH, GO 0.9 KM (0.55 MI) ON A GRAVELED ROAD TO THE
 EN0921'AIRPORT GATE, TURN LEFT, WEST, GO 0.1 KM, (0.05 MI) THROUGH THE GATE,
 EN0921'ACROSS THE APRON, AND ALONG THE CONECTOR TO THE THE RUNWAY, TURN
 EN0921'LEFT,SOUTH, GO 0.5 KM (0.30 MI) ALONG THE RUNWAY TO IS END AND THE
 EN0921'STATION ON THE LEFT.  THE STATION IS 11.1 M (36.4 FT) EAST OF THE
 EN0921'RUNWAY CENTERLINE, 7.3 M (24.0 FT) NORTH OF THE EAST THRESHOLD LIGHT,
 EN0921'0.9 M (3.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 EN0921'LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 EN0921'5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 EN0921'THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7296 ***********************************************************************
 AC7296  DESIGNATION -  PAGE
 AC7296  PID         -  AC7296
 AC7296  STATE/COUNTY-  TX/BOSQUE
 AC7296  USGS QUAD   -  WALNUT SPRINGS EAST (1979)
 AC7296
 AC7296                         *CURRENT SURVEY CONTROL
 AC7296  ___________________________________________________________________
 AC7296* NAD 83(1993)-  32 01 03.23789(N)    097 44 12.26157(W)     ADJUSTED  
 AC7296* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 AC7296  ___________________________________________________________________
 AC7296  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AC7296  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AC7296
 AC7296  HORZ ORDER  -  THIRD
 AC7296
 AC7296.The horizontal coordinates were established by classical geodetic methods
 AC7296.and adjusted by the National Geodetic Survey in March 1997..
 AC7296
 AC7296.The orthometric height was scaled from a topographic map.
 AC7296
 AC7296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7296
 AC7296.The geoid height was determined by GEOID03.
 AC7296
 AC7296;                    North         East     Units Scale Factor Converg.
 AC7296;SPC TX C     - 3,263,488.144   945,300.782   MT  1.00003882   +1 20 14.6
 AC7296;SPC TX C     -10,706,960.69  3,101,374.32   sFT  1.00003882   +1 20 14.6
 AC7296;UTM  14      - 3,543,080.126   619,303.233   MT  0.99977553   +0 40 11.4
 AC7296
 AC7296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7296!SPC TX C     -   0.99995345  x   1.00003882  =   0.99999227
 AC7296!UTM  14      -   0.99995345  x   0.99977553  =   0.99972899
 AC7296
 AC7296                          SUPERSEDED SURVEY CONTROL
 AC7296
 AC7296.No superseded survey control is available for this station.
 AC7296
 AC7296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1930343080(NAD 83)
 AC7296_MARKER: DB = BENCH MARK DISK
 AC7296
 AC7296  HISTORY     - Date     Condition        Report By
 AC7296  HISTORY     - 1955     MONUMENTED       USGS
 AC7296  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AC7296
 AC7296                          STATION DESCRIPTION
 AC7296
 AC7296'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7296'STATION LIES ABOUT 3.0 MI. S. AND 1.0 MI. E. OF WALNUT SPRINGS, TEXAS,
 AC7296'6.0 MI. N. AND 5.0 MI. W. OF MERIDIAN, TEXAS, ABOUT 1,000 FT. S. OF
 AC7296'TEXAS STATE HIGHWAY 144 AND GRAVELED RD. SE., 850 FT. W. OF BEND IN
 AC7296'GRAVELED RD., 500 FT. NW. OF GRAVELED RD., 45 FT. E. OF W. EDGE OF
 AC7296'RIM, ON A BARE, ROCKY HILL.
 AC7296'TO REACH STATION FROM THE COURTHOUSE IN MERIDIAN, TEXAS, GO NW. ON
 AC7296'STATE HIGHWAY 144 FOR 9.0 MI. TO GRAVEL RD. SE.  TURN LEFT AND GO SE.
 AC7296'AND SW. ON GRAVEL RD. FOR 0.3 MI.  PACK ABOUT 500 FT. NW. TO TOP OF
 AC7296'HILL AND STATION.
 AC7296'STATION MARK--STANDARD BENCH MARK TABLET STAMPED---PAGE 1955---, SET
 AC7296'IN CAP ROCK.
 AC7296'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET IN LEDGE ROCK,
 AC7296'DISTANT FROM STATION 35.65 FT. 41 DEGREES 49 MINUTES, NE.
 AC7296'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN LEDGE ROCK,
 AC7296'DISTANT FROM STATION 20.98 FT. 154 DEGREES 09 MINUTES, SE.
 AC7296
 AC7296                          STATION RECOVERY (2001)
 AC7296
 AC7296'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 AC7296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0902 ***********************************************************************
 CB0902  DESIGNATION -  PAGE ET
 CB0902  PID         -  CB0902
 CB0902  STATE/COUNTY-  TX/COKE
 CB0902  USGS QUAD   -  EDITH (1987)
 CB0902
 CB0902                         *CURRENT SURVEY CONTROL
 CB0902  ___________________________________________________________________
 CB0902* NAD 83(1993)-  31 52 41.42691(N)    100 33 38.99327(W)     ADJUSTED  
 CB0902* NAVD 88     -       614.4    (meters)    2016.     (feet)  VERTCON   
 CB0902  ___________________________________________________________________
 CB0902  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CB0902  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 CB0902
 CB0902  HORZ ORDER  -  THIRD
 CB0902
 CB0902.The horizontal coordinates were established by classical geodetic methods
 CB0902.and adjusted by the National Geodetic Survey in February 1996..
 CB0902
 CB0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0902
 CB0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0902
 CB0902.The geoid height was determined by GEOID03.
 CB0902
 CB0902;                    North         East     Units Scale Factor Converg.
 CB0902;SPC TX C     - 3,245,190.235   678,474.656   MT  0.99999862   -0 07 01.8
 CB0902;SPC TX C     -10,646,928.30  2,225,962.27   sFT  0.99999862   -0 07 01.8
 CB0902;UTM  14      - 3,527,994.475   352,368.388   MT  0.99986880   -0 49 28.0
 CB0902
 CB0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0902!SPC TX C     -   0.99990745  x   0.99999862  =   0.99990607
 CB0902!UTM  14      -   0.99990745  x   0.99986880  =   0.99977626
 CB0902
 CB0902:                Primary Azimuth Mark                     Grid Az
 CB0902:SPC TX C     -  ROBERT LEE WT SEC                        077 31 58.1
 CB0902:UTM  14      -  ROBERT LEE WT SEC                        078 14 24.3
 CB0902
 CB0902|---------------------------------------------------------------------|
 CB0902| PID    Reference Object                     Distance      Geod. Az  |
 CB0902|                                                           dddmmss.s |
 CB0902| CB0850 ROBERT LEE WT SEC                   APPROX. 7.3 KM 0772456.3 |
 CB0902| CU0980 MEADOW                              APPROX.15.7 KM 3422541.6 |
 CB0902|---------------------------------------------------------------------|
 CB0902
 CB0902                          SUPERSEDED SURVEY CONTROL
 CB0902
 CB0902  NAD 83(1986)-  31 52 41.43101(N)    100 33 38.98031(W) AD(       ) 3
 CB0902  NAD 27      -  31 52 40.92240(N)    100 33 37.63960(W) AD(       ) 3
 CB0902  NGVD 29 (07/19/86)  614.2    (m)         2015.     (f) VERT ANG       
 CB0902
 CB0902.Superseded values are not recommended for survey control.
 CB0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0902.See file dsdata.txt to determine how the superseded data were derived.
 CB0902
 CB0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA5236827994(NAD 83)
 CB0902_MARKER: DD = SURVEY DISK
 CB0902_SETTING: 0 = UNSPECIFIED SETTING
 CB0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0902
 CB0902  HISTORY     - Date     Condition        Report By
 CB0902  HISTORY     - 1962     MONUMENTED       USGS
 CB0902
 CB0902                          STATION DESCRIPTION
 CB0902
 CB0902'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0902'STATION LOCATED ABOUT 5 MI. WSW. OF ROBERT LEE, 0.4 MI. N. OF E-W.
 CB0902'GRAVEL RD., AT THE SUMMIT OF LARGE ROUNDED KNOLL, 80 FT. S. OF A
 CB0902'CALICHE PIT AND 80 FT. E. OF DIM TRAIL S.
 CB0902'
 CB0902'TO REACH FROM JUNCTION OF STATE HIGHWAY 158 AND 208 IN ROBERT LEE, GO
 CB0902'S. 1.5 MI. ON HIGHWAY 208 TO T-JUNCTION WITH FARM TO MARKET ROAD 2034,
 CB0902'TURN RIGHT (W.) ALONG ROAD 2034 5.0 MI. TO POINT WHERE RD. CURVES S.,
 CB0902'CONTINUE DUE W. ALONG GRAVEL RD. 0.3 MI. TO TRACK RD. N., TURN RIGHT
 CB0902'(N.) 0.5 MI. TO GATE, PASS THRU GATE, TURN RIGHT (E. AND S.) ALONG
 CB0902'TRAIL 0.4 MI. TO STATION AT S. SIDE OF PIT.
 CB0902'
 CB0902'STATION MARK--STANDARD ALUMINUM TABLET SET IN EMBEDDED ROCK, STAMPED
 CB0902'---PAGE-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0871 ***********************************************************************
 BM0871  DESIGNATION -  PAIGE ST JOHNS LUTH CH SPIRE
 BM0871  PID         -  BM0871
 BM0871  STATE/COUNTY-  TX/BASTROP
 BM0871  USGS QUAD   -  PAIGE (1982)
 BM0871
 BM0871                         *CURRENT SURVEY CONTROL
 BM0871  ___________________________________________________________________
 BM0871* NAD 83(1993)-  30 12 23.90160(N)    097 06 26.42877(W)     ADJUSTED  
 BM0871* NAVD 88     -                                                        
 BM0871  ___________________________________________________________________
 BM0871  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 BM0871  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BM0871
 BM0871  HORZ ORDER  -  THIRD
 BM0871
 BM0871.The horizontal coordinates were established by classical geodetic methods
 BM0871.and adjusted by the National Geodetic Survey in February 1996..
 BM0871
 BM0871
 BM0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0871
 BM0871.The geoid height was determined by GEOID03.
 BM0871
 BM0871;                    North         East     Units Scale Factor Converg.
 BM0871;SPC TX C     - 3,064,363.625 1,010,566.463   MT  0.99997720   +1 39 41.7
 BM0871;SPC TX C     -10,053,666.33  3,315,500.14   sFT  0.99997720   +1 39 41.7
 BM0871;SPC TXSC     - 4,264,509.325   782,224.245   MT  0.99997875   +0 55 38.1
 BM0871;SPC TXSC     -13,991,144.34  2,566,347.38   sFT  0.99997875   +0 55 38.1
 BM0871;UTM  14      - 3,343,197.251   682,179.659   MT  1.00000948   +0 57 09.0
 BM0871
 BM0871                          SUPERSEDED SURVEY CONTROL
 BM0871
 BM0871  NAD 83(1986)-  30 12 23.92210(N)    097 06 26.41251(W) AD(       ) 4
 BM0871  NAD 27      -  30 12 23.15000(N)    097 06 25.45900(W) AD(       ) 3
 BM0871
 BM0871.Superseded values are not recommended for survey control.
 BM0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0871.See file dsdata.txt to determine how the superseded data were derived.
 BM0871
 BM0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU8218043197(NAD 83)
 BM0871_MARKER: 90 = CHURCH SPIRE
 BM0871
 BM0871  HISTORY     - Date     Condition        Report By
 BM0871  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0871
 BM0871                          STATION DESCRIPTION
 BM0871
 BM0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0871'THIS STATION IS IN THE CENTER OF THE SPIRE OF THE ST. JOHNS
 BM0871'EVANGELICAL LUTHERAN CHURCH IN PAIGE.  THE CHURCH IS IN THE SE
 BM0871'CORNER OF THE VILLAGE, ABOUT 0.4 MILE S OF TEXAS ROUTE 20
 BM0871'AND ABOUT 0.6 MILE SE OF THE RAILROAD DEPOT.  THE CHURCH IS
 BM0871'A PLAIN, WHITE WOODEN STRUCTURE WITH A BELFRY AND A GRAY,
 BM0871'TINNED-COVERED SPIRE.  THE SPIRE IS HEXAGONAL IN SHAPE AND
 BM0871'ABOUT 65 FEET HIGH.  IT IS SURMOUNTED BY A BALL AND A PLAIN
 BM0871'METAL CROSS.  THE BELFRY HAS FOUR GOTHIC ARCH WINDOWS AND
 BM0871'A SPEARED COLUMN AT EACH OF THE FOUR CORNERS.  THE CHURCH
 BM0871'WAS ERECTED IN 1883 AND IS VERY PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0775 ***********************************************************************
 BN0775  DESIGNATION -  PAINT
 BN0775  PID         -  BN0775
 BN0775  STATE/COUNTY-  TX/KERR
 BN0775  USGS QUAD   -  Y O RANCH (1987)
 BN0775
 BN0775                         *CURRENT SURVEY CONTROL
 BN0775  ___________________________________________________________________
 BN0775* NAD 83(1993)-  30 10 05.54986(N)    099 44 35.97047(W)     ADJUSTED  
 BN0775* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 BN0775  ___________________________________________________________________
 BN0775  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 BN0775  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BN0775
 BN0775  HORZ ORDER  -  SECOND
 BN0775
 BN0775.The horizontal coordinates were established by classical geodetic methods
 BN0775.and adjusted by the National Geodetic Survey in February 1996..
 BN0775
 BN0775.The orthometric height was scaled from a topographic map.
 BN0775
 BN0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0775
 BN0775.The geoid height was determined by GEOID03.
 BN0775
 BN0775;                    North         East     Units Scale Factor Converg.
 BN0775;SPC TXSC     - 4,259,002.140   528,403.304   MT  0.99996877   -0 21 51.0
 BN0775;SPC TXSC     -13,973,076.19  1,733,603.17   sFT  0.99996877   -0 21 51.0
 BN0775;SPC TX C     - 3,055,750.592   756,830.420   MT  0.99998664   +0 18 14.0
 BN0775;SPC TX C     -10,025,408.40  2,483,034.47   sFT  0.99998664   +0 18 14.0
 BN0775;UTM  14      - 3,337,657.754   428,428.224   MT  0.99966320   -0 22 24.8
 BN0775
 BN0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0775!SPC TXSC     -   0.99989195  x   0.99996877  =   0.99986072
 BN0775!SPC TX C     -   0.99989195  x   0.99998664  =   0.99987859
 BN0775!UTM  14      -   0.99989195  x   0.99966320  =   0.99955518
 BN0775
 BN0775:                Primary Azimuth Mark                     Grid Az
 BN0775:SPC TXSC     -  PAINT AZ MK                              063 49 49.9
 BN0775:SPC TX C     -  PAINT AZ MK                              063 09 44.9
 BN0775:UTM  14      -  PAINT AZ MK                              063 50 23.7
 BN0775
 BN0775|---------------------------------------------------------------------|
 BN0775| PID    Reference Object                     Distance      Geod. Az  |
 BN0775|                                                           dddmmss.s |
 BN0775| CV5029 PAINT AZ MK                                        0632758.9 |
 BN0775| CV5031 PAINT RM 1                           32.721 METERS 08414     |
 BN0775| CV5030 PAINT RM 2                           34.543 METERS 21156     |
 BN0775|---------------------------------------------------------------------|
 BN0775
 BN0775                          SUPERSEDED SURVEY CONTROL
 BN0775
 BN0775  NAD 83(1986)-  30 10 05.55555(N)    099 44 35.95958(W) AD(       ) 2
 BN0775  NAD 27      -  30 10 04.83000(N)    099 44 34.73300(W) AD(       ) 2
 BN0775
 BN0775.Superseded values are not recommended for survey control.
 BN0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0775.See file dsdata.txt to determine how the superseded data were derived.
 BN0775
 BN0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2842837658(NAD 83)
 BN0775_MARKER: DS = TRIANGULATION STATION DISK
 BN0775_SETTING: 66 = SET IN ROCK OUTCROP
 BN0775_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0775
 BN0775  HISTORY     - Date     Condition        Report By
 BN0775  HISTORY     - 1943     MONUMENTED       CGS
 BN0775
 BN0775                          STATION DESCRIPTION
 BN0775
 BN0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0775'STATION IS LOCATED ABOUT 19 MILES W OF MOUNTAIN HOME AND
 BN0775'ABOUT 23 MILES S OF JUNCTION.  STATION IS LOCATED ON THE Y
 BN0775'O RANCH ON A HIGH FLAT TOP HILL.  MARK IS A BRONZE DISK
 BN0775'SET IN A DRILL HOLE IN BEDROCK ABOUT 18 INCHES BELOW THE
 BN0775'SURFACE OF THE GROUND IN A SMALL CLEARING SURROUNDED BY
 BN0775'BRUSH.  STATION IS 10 PACES E OF A STANDARD WHITE REFERENCE
 BN0775'POST.  MARK IS STAMPED PAINT 1943.
 BN0775'
 BN0775'REFERENCE MARK NO. 1 IS 107.4 FEET NE OF THE STATION AND
 BN0775'IS A BRONZE DISK SET IN A DRILL HOLE IN A SMALL OUTCROPPING
 BN0775'OF ROCK WHICH IS FLUSH WITH THE GROUND.  MARK IS STAMPED
 BN0775'PAINT NO. 1 1943.
 BN0775'
 BN0775'REFERENCE MARK NO. 2 IS 113.5 FEET S OF THE STATION AND IS
 BN0775'A BRONZE DISK SET IN A DRILL HOLE IN A SMALL OUTCROPPING
 BN0775'OF ROCK WHICH IS FLUSH WITH THE GROUND.  MARK IS STAMPED
 BN0775'PAINT NO. 2 1943.
 BN0775'
 BN0775'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NE OF THE STATION
 BN0775'16 PACES NW OF THE CENTER LINE OF THE ROAD TO THE STATION.
 BN0775'MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A LARGE SLAB OF
 BN0775'ROCK WHICH IS FLUSH WITH THE GROUND AND IS STAMPED PAINT
 BN0775'1943.
 BN0775'
 BN0775'TO REACH THE STATION FROM MOUNTAIN HOME GO W ON HIGHWAY 41
 BN0775'FOR 15.9 MILES TO THE Y O RANCH MAILBOX ON THE RIGHT (THIS
 BN0775'IS 0.3 MILE BEFORE REACHING THE DIVIDE SCHOOL ON THE RIGHT),
 BN0775'TURN RIGHT AND PASS THROUGH THE GATE AND GO NORTHWESTERLY
 BN0775'ON A GRADED ROAD FOR 6.7 MILES (THIS IS 1.6 MILES BEYOND
 BN0775'THE 4TH GATE) TO A REVERSE Y, TURN LEFT AND GO 0.7 MILE TO
 BN0775'A FORKS, TAKE RIGHT FORK AND GO 2.35 MILES TO A LARGE
 BN0775'TIN-COVERED SHED AND A SMALL WINDMILL JUST BEYOND.  PASS
 BN0775'THROUGH A BOARD GATE BY THE WINDMILL AND TURN LEFT AND PASS
 BN0775'THROUGH A SIMILAR GATE.  CONTINUE STRAIGHT AHEAD ON A TRAIL
 BN0775'ROAD FOR 2.85 MILES TO A SMALL HILL ON THE LEFT, LEAVE THE
 BN0775'ROAD AND GO UP THE HILL THROUGH THE BRUSH FOR ABOUT 100
 BN0775'YARDS TO THE STATION.
 BN0775'
 BN0775'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1152 ***********************************************************************
 CA1152  DESIGNATION -  PAINT
 CA1152  PID         -  CA1152
 CA1152  STATE/COUNTY-  TX/CONCHO
 CA1152  USGS QUAD   -  MILLERSVIEW NW (1987)
 CA1152
 CA1152                         *CURRENT SURVEY CONTROL
 CA1152  ___________________________________________________________________
 CA1152* NAD 83(1993)-  31 28 26.17635(N)    099 54 43.09195(W)     ADJUSTED  
 CA1152* NAVD 88     -       527.0    (meters)    1729.     (feet)  VERTCON   
 CA1152  ___________________________________________________________________
 CA1152  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CA1152  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 CA1152
 CA1152  HORZ ORDER  -  SECOND
 CA1152
 CA1152.The horizontal coordinates were established by classical geodetic methods
 CA1152.and adjusted by the National Geodetic Survey in February 1996..
 CA1152
 CA1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1152
 CA1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1152
 CA1152.The geoid height was determined by GEOID03.
 CA1152
 CA1152;                    North         East     Units Scale Factor Converg.
 CA1152;SPC TX C     - 3,200,423.976   740,038.122   MT  0.99991564   +0 13 01.3
 CA1152;SPC TX C     -10,500,057.66  2,427,941.74   sFT  0.99991564   +0 13 01.3
 CA1152;UTM  14      - 3,482,488.073   413,369.699   MT  0.99969256   -0 28 34.2
 CA1152
 CA1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1152!SPC TX C     -   0.99992112  x   0.99991564  =   0.99983677
 CA1152!UTM  14      -   0.99992112  x   0.99969256  =   0.99961371
 CA1152
 CA1152|---------------------------------------------------------------------|
 CA1152| PID    Reference Object                     Distance      Geod. Az  |
 CA1152|                                                           dddmmss.s |
 CA1152| CA0608 M 477                                30.042 METERS 07422     |
 CA1152| CA1151 DUCK                                APPROX. 4.0 KM 1643202.6 |
 CA1152| CV5032 PAINT RM 1                           28.844 METERS 34321     |
 CA1152|---------------------------------------------------------------------|
 CA1152
 CA1152                          SUPERSEDED SURVEY CONTROL
 CA1152
 CA1152  NAD 83(1986)-  31 28 26.18345(N)    099 54 43.07760(W) AD(       ) 2
 CA1152  NAD 27      -  31 28 25.61218(N)    099 54 41.79758(W) AD(       ) 2
 CA1152  NGVD 29 (07/19/86)  526.9    (m)         1729.     (f) VERT ANG       
 CA1152
 CA1152.Superseded values are not recommended for survey control.
 CA1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1152.See file dsdata.txt to determine how the superseded data were derived.
 CA1152
 CA1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1337082488(NAD 83)
 CA1152_MARKER: DD = SURVEY DISK
 CA1152_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1152+WITH SETTING: INFORMATION.
 CA1152_SP_SET: PREFABRICATED CONCRETE POST
 CA1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA1152+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 CA1152
 CA1152  HISTORY     - Date     Condition        Report By
 CA1152  HISTORY     - 1967     MONUMENTED       CGS
 CA1152  HISTORY     - 19991231 GOOD             USPSQD
 CA1152  HISTORY     - 20040326 GOOD             GEOCAC
 CA1152  HISTORY     - 20050727 GOOD             USPSQD
 CA1152
 CA1152                          STATION DESCRIPTION
 CA1152
 CA1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EEM)
 CA1152'THE STATION IS LOCATED ABOUT 18.3 MILES SOUTH AND 2.1 MILES
 CA1152'EAST OF BALLINGER, ABOUT 2.3 MILES SOUTH AND 0.5 MILE EAST
 CA1152'OF PAINT ROCK, IN THE RIGHT-OF-WAY OF U.S. HIGHWAY 83, ON
 CA1152'THE WEST SIDE OF THE HIGHWAY, 47 FEET WEST OF CENTER LINE
 CA1152'U.S. HIGHWAY 83, 34 FEET NORTH OF A WIRE GATE AND TRACK
 CA1152'ROAD WEST, 3 FEET EAST OF RIGHT-OF-WAY FENCE AND A METAL
 CA1152'WITNESS POST.
 CA1152'
 CA1152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 CA1152'AND FARM ROAD 380 IN PAINT ROCK, PROCEED SOUTH ON U.S. HIGHWAY
 CA1152'83 FOR 2.4 MILES TO THE STATION ON THE RIGHT (WEST), 34
 CA1152'FEET NORTH OF TRACK ROAD WEST.
 CA1152'
 CA1152'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1152'STEEL ROD, DRIVEN TO POINT OF REFUSAL, (4.0 FEET), CENTERED
 CA1152'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CA1152'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND
 CA1152'IS STAMPED PAINT ET 1967.
 CA1152'
 CA1152'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1152'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF
 CA1152'REFUSAL (4.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC
 CA1152'CASING 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS
 CA1152'SET FLUSH WITH THE GROUND, 1 FOOT EAST OF RIGHT-OF-WAY FENCE
 CA1152'AND 3 FEET SOUTH OF A POWER LINE POLE AND IS STAMPED PAINT
 CA1152'ET 1967 NO. 1.
 CA1152'
 CA1152'REFERENCE MARK NO. 2--A USC AND GS BRONZE BENCH MARK DISK,
 CA1152'SET IN TOP OF CONCRETE POST.  THE DISK PROJECTS ABOUT 0.3
 CA1152'FEET ON THE NORTH SIDE OF A GRAVELED T-ROAD EAST AT THE
 CA1152'BASE OF A POWER LINE POLE AND IS STAMPED M-477 1935.
 CA1152'
 CA1152'STATION DUCK ET, 2.5 MILES SOUTH-SOUTHEAST.  IS VISIBLE
 CA1152'FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CA1152'
 CA1152'ELEVATION = 1728.84 FEET (FLY LEVEL).
 CA1152
 CA1152                          STATION RECOVERY (1999)
 CA1152
 CA1152'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1152'RECOVERED IN GOOD CONDITION.
 CA1152
 CA1152                          STATION RECOVERY (2004)
 CA1152
 CA1152'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 CA1152'RECOVERED IN GOOD CONDITION.  REFERENCE MARK M477 ACROSS HIGHWAY.
 CA1152
 CA1152                          STATION RECOVERY (2005)
 CA1152
 CA1152'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CA1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0860 ***********************************************************************
 DO0860  DESIGNATION -  PAINT
 DO0860  PID         -  DO0860
 DO0860  STATE/COUNTY-  TX/THROCKMORTON
 DO0860  USGS QUAD   -  REYNOLDS BEND NW (1965)
 DO0860
 DO0860                         *CURRENT SURVEY CONTROL
 DO0860  ___________________________________________________________________
 DO0860* NAD 83(1993)-  33 11 01.70391(N)    099 27 33.41589(W)     ADJUSTED  
 DO0860* NAVD 88     -       460.4    (meters)    1510.     (feet)  VERTCON   
 DO0860  ___________________________________________________________________
 DO0860  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DO0860  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DO0860
 DO0860  HORZ ORDER  -  FIRST
 DO0860
 DO0860.The horizontal coordinates were established by classical geodetic methods
 DO0860.and adjusted by the National Geodetic Survey in February 1996..
 DO0860
 DO0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0860
 DO0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0860
 DO0860.The geoid height was determined by GEOID03.
 DO0860
 DO0860;                    North         East     Units Scale Factor Converg.
 DO0860;SPC TXNC     - 2,168,643.992   510,550.743   MT  0.99987527   -0 31 23.5
 DO0860;SPC TXNC     - 7,114,959.50  1,675,031.90   sFT  0.99987527   -0 31 23.5
 DO0860;UTM  14      - 3,671,757.991   457,184.768   MT  0.99962260   -0 15 05.0
 DO0860
 DO0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0860!SPC TXNC     -   0.99993228  x   0.99987527  =   0.99980756
 DO0860!UTM  14      -   0.99993228  x   0.99962260  =   0.99955491
 DO0860
 DO0860|---------------------------------------------------------------------|
 DO0860| PID    Reference Object                     Distance      Geod. Az  |
 DO0860|                                                           dddmmss.s |
 DO0860| CX7879 PAINT RM 1                           21.545 METERS 09844     |
 DO0860| CX7880 PAINT RM 2                           20.695 METERS 26118     |
 DO0860| AI0747 PAINT RM 3                                         2710625.7 |
 DO0860|---------------------------------------------------------------------|
 DO0860
 DO0860                          SUPERSEDED SURVEY CONTROL
 DO0860
 DO0860  NAD 83(1993)-  33 11 01.70649(N)    099 27 33.41435(W) AD(       ) 1
 DO0860  NAD 83(1986)-  33 11 01.71150(N)    099 27 33.40722(W) AD(       ) 1
 DO0860  NAD 27      -  33 11 01.34162(N)    099 27 32.10477(W) AD(       ) 1
 DO0860  NGVD 29 (07/19/86)  460.3    (m)         1510.     (f) VERT ANG       
 DO0860
 DO0860.Superseded values are not recommended for survey control.
 DO0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0860.See file dsdata.txt to determine how the superseded data were derived.
 DO0860
 DO0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5718571758(NAD 83)
 DO0860_MARKER: DS = TRIANGULATION STATION DISK
 DO0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0860_MARK LOGO: NGS   
 DO0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0860+STABILITY: SURFACE MOTION
 DO0860
 DO0860  HISTORY     - Date     Condition        Report By
 DO0860  HISTORY     - 1974     MONUMENTED       NGS
 DO0860  HISTORY     - 19860214 GOOD             NGS
 DO0860
 DO0860                          STATION DESCRIPTION
 DO0860
 DO0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0860'NO MEASUREMENT BETWEEN RMS DUE TO FENCE ON LINE.
 DO0860'
 DO0860'THE STATION IS ABOUT 20 MILES SOUTHEAST OF MUNDAY, 16-1/2 MILES
 DO0860'WEST OF THROCKMORTON AND 16 MILES EAST OF HASKELL.  IT IS 0.7 MILE
 DO0860'EAST OF THE HASKELL-THROCKMORTON COUNTY LINE, ALONG THE SOUTH
 DO0860'RIGHT-OF-WAY OF U.S. HIGHWAY 380 AND WEST OF A GRAVELED ROAD
 DO0860'SOUTH.
 DO0860'
 DO0860'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 183,283 AND 380 IN
 DO0860'THROCKMORTON, GO WEST ON HIGHWAY 380 FOR 8.5 MILES TO THE
 DO0860'JUNCTION, STATE HIGHWAY 222 ON THE RIGHT.  CONTINUE WEST ON
 DO0860'HIGHWAY 380 FOR 7.4 MILES TO A GRAVELED ROAD ON THE LEFT AND
 DO0860'STATION ON THE SOUTH SIDE OF ROAD, AS DESCRIBED.  CONTINUE WEST
 DO0860'ON HIGHWAY 380 FOR 0.7 MILE TO REFERENCE MARK 3 ON THE RIGHT,
 DO0860'NORTH SIDE OF ROAD.  AS DESCRIBED.
 DO0860'
 DO0860'STATION MARKS ARE STANDARD DISKS STAMPED PAINT 1974.  THE SURFACE
 DO0860'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0860'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 45 FEET WEST
 DO0860'OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 38 FEET SOUTH OF THE
 DO0860'CENTERLINE OF U.S. HIGHWAY 380 AND 12 FEET NORTH OF METAL WITNESS
 DO0860'POST WITH SIGN ATTACHED, THE WITNESS POST IS ALSO SET IN THE
 DO0860'NORTH-SOUTH FENCE LINE.  THE UNDERGROUND MARK IS SET IN THE TOP
 DO0860'OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND
 DO0860'SURFACE.
 DO0860'
 DO0860'REFERENCE MARK 1, A STANDARD DISK STAMPED PAINT NO 1 1974, IS
 DO0860'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DO0860'SET FLUSH WITH GROUND SURFACE.  IT IS 49 FEET SOUTH OF THE
 DO0860'APPROXIMATE CENTER OF U.S. HIGHWAY 380, 27 FEET EAST OF THE
 DO0860'APPROXIMATE CENTER OF GRAVELED ROAD AND 1 FOOT NORTH OF FENCE
 DO0860'LINE.
 DO0860'
 DO0860'REFERENCE MARK 2, A STANDARD DISK STAMPED PAINT NO 2 1974, IS
 DO0860'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0860'IS SET FLUSH WITH GROUND SURFACE.  IT IS 67.7 FEET WEST OF THE
 DO0860'METAL WITNESS POST, 50 FEET SOUTH OF THE CENTERLINE OF U.S.
 DO0860'HIGHWAY 380 AND 1 FOOT NORTH OF FENCE LINE.
 DO0860'
 DO0860'REFERENCE MARK 3, A STANDARD DISK STAMPED PAINT NO 3 1974, IS
 DO0860'SET IN THE TOP OF A 12-INCH CYLINDRIAL CONCRETE MONUMENT THAT
 DO0860'PROJECTS 1 INCH ABOVE GROUND SURFACE.  IT IS 96 FEET NORTH OF
 DO0860'COUNTY LINE SIGN, 48 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 DO0860'380, 6 FEET WEST OF METAL WITNESS POST WITH SIGN ATTACHED AND
 DO0860'1 FOOT NORTH OF FENCELINE.
 DO0860'
 DO0860'HEIGHT OF LIGHT ABOVE STATION MARK 18.7 METERS.
 DO0860
 DO0860                          STATION RECOVERY (1986)
 DO0860
 DO0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 DO0860'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  DISTANCES AND
 DO0860'DIRECTIONS CHECKED WITH PREVIOUS DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0951 ***********************************************************************
 CD0951  DESIGNATION -  PAINT
 CD0951  PID         -  CD0951
 CD0951  STATE/COUNTY-  TX/CULBERSON
 CD0951  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0951
 CD0951                         *CURRENT SURVEY CONTROL
 CD0951  ___________________________________________________________________
 CD0951* NAD 83(1993)-  31 27 10.79869(N)    104 26 09.59717(W)     ADJUSTED  
 CD0951* NAVD 88     -      1307.     (meters)    4288.     (feet)  SCALED    
 CD0951  ___________________________________________________________________
 CD0951  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CD0951  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CD0951
 CD0951  HORZ ORDER  -  FIRST
 CD0951
 CD0951.The horizontal coordinates were established by classical geodetic methods
 CD0951.and adjusted by the National Geodetic Survey in February 1996..
 CD0951
 CD0951.The orthometric height was scaled from a topographic map.
 CD0951
 CD0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0951
 CD0951.The geoid height was determined by GEOID03.
 CD0951
 CD0951;                    North         East     Units Scale Factor Converg.
 CD0951;SPC TX C     - 3,205,216.301   310,164.806   MT  0.99991270   -2 06 47.2
 CD0951;SPC TX C     -10,515,780.48  1,017,599.03   sFT  0.99991270   -2 06 47.2
 CD0951;UTM  13      - 3,479,945.065   553,587.123   MT  0.99963542   +0 17 39.5
 CD0951
 CD0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0951!SPC TX C     -   0.99979853  x   0.99991270  =   0.99971125
 CD0951!UTM  13      -   0.99979853  x   0.99963542  =   0.99943403
 CD0951
 CD0951|---------------------------------------------------------------------|
 CD0951| PID    Reference Object                     Distance      Geod. Az  |
 CD0951|                                                           dddmmss.s |
 CD0951| CH9238 PAINT RM 1                            7.785 METERS 06210     |
 CD0951| CH9239 PAINT RM 2                           10.900 METERS 13734     |
 CD0951| CD0954 CHEATUM                             APPROX.12.3 KM 2653805.1 |
 CD0951| CH9237 PAINT AZ MK                                        2690043.2 |
 CD0951|---------------------------------------------------------------------|
 CD0951
 CD0951                          SUPERSEDED SURVEY CONTROL
 CD0951
 CD0951  NAD 83(1986)-  31 27 10.79978(N)    104 26 09.59467(W) AD(       ) 1
 CD0951  NAD 27      -  31 27 10.33900(N)    104 26 07.84400(W) AD(       ) 1
 CD0951
 CD0951.Superseded values are not recommended for survey control.
 CD0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0951.See file dsdata.txt to determine how the superseded data were derived.
 CD0951
 CD0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ5358779945(NAD 83)
 CD0951_MARKER: DS = TRIANGULATION STATION DISK
 CD0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CD0951
 CD0951  HISTORY     - Date     Condition        Report By
 CD0951  HISTORY     - 1943     MONUMENTED       CGS
 CD0951  HISTORY     - 1953     GOOD             CGS
 CD0951
 CD0951                          STATION DESCRIPTION
 CD0951
 CD0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0951'STATION IS LOCATED NEAR THE NW END OF RIM, ON THE HIGHEST
 CD0951'POINT E OF THE CARLSBAD-VAN HORN COUNTY ROAD AND PAINT HORSE
 CD0951'DRAW AT A POINT 0.25 MILE N, BY ROAD, FROM JUNCTION OF KNOX-BREWER
 CD0951'ROAD.  7 MILES SSW, BY ROAD, FROM THE WEATHERBY RANCH.
 CD0951'
 CD0951'STATION IS ON HIGHEST POINT OF A LOW N-S RIDGE, ABOUT 30 FEET
 CD0951'E OF THE W EDGE OF RIDGE AND 5 FEET S OF A 4-FOOT ROCK MONUMENT.
 CD0951'A BRONZE STATION DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 CD0951'GROUND.  STAMPED PAINT 1943.
 CD0951'
 CD0951'REFERENCE MARK 1 IS ENE OF STATION.  A BRONZE REFERENCE DISK SET
 CD0951'IN A ROUND CONCRETE POST FLUSH WITH GROUND.  STAMPED PAINT
 CD0951'NO 1 1943.
 CD0951'
 CD0951'REFERENCE MARK 2 IS SE OF THE STATION.  A BRONZE REFERENCE
 CD0951'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  STAMPED
 CD0951'PAINT NO 2 1943.
 CD0951'
 CD0951'AZIMUTH MARK IS 0.2 MILE W OF THE STATION, 24 FEET W OF CENTER
 CD0951'LINE OF BLADED ROAD.  A BRONZE AZIMUTH DISK SET IN TOP OF
 CD0951'A CONCRETE POST FLUSH WITH THE GROUND.  STAMPED PAINT 1943.
 CD0951'
 CD0951'TO REACH FROM VAN HORN, GO E ON U.S. HIGHWAY 80 FOR 8.0 MILES
 CD0951'TO THE WILD HORSE RAILROAD STATION.  TURN LEFT AND GO ENE ON
 CD0951'WILD HORSE-CARLSBAD BLADED ROAD FOR 34.6 MILES TO ROAD LEADING
 CD0951'W TO KNOX-BREWER RANCH.  CONTINUE N ON MAIN ROAD FOR 0.25 MILE
 CD0951'TO AZIMUTH MARK ON W SIDE OF ROAD.  FROM HERE PACK E 0.2 MILE
 CD0951'TO SUMMIT OF RIM AND STATION.  STATION MAY BE REACHED BY
 CD0951'TRUCK BY GOING N FROM AZIMUTH MARK 0.25 MILE ON MAIN ROAD
 CD0951'TO FORKS, TAKE RIGHT FORK AND FOLLOW DIM TRACK ROAD E FOR 0.25
 CD0951'MILE.  FROM HERE TURN RIGHT ACROSS COUNTRY FOR 0.5 MILE TO
 CD0951'CREST OF RIDGE, THENCE TURN RIGHT ALONG CREST, W, FOR 0.6
 CD0951'MILE TO STATION.
 CD0951'
 CD0951'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CD0951
 CD0951                          STATION RECOVERY (1953)
 CD0951
 CD0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (VEY)
 CD0951'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED EXCEPT STATION
 CD0951'IS LOCATED 10 FEET SOUTHWEST FROM A 3-FOOT ROCK MOUND, AND NOT
 CD0951'5 FEET SOUTH OF 4-FOOT ROCK MOUND.  REFERENCE MARKS O.K., BUT
 CD0951'AZIMUTH MARK HAS BEEN DESTROYED.
 CD0951'
 CD0951'THE LOCATION OF THE STATION AS REACHED FROM VAN HORN IS INCORRECT
 CD0951'IN THE U.S.C. AND G.S. DESCRIPTIONS OF TRIANGULATION STATIONS.
 CD0951'IT HAS BEEN NECESSARY FOR MR. LOONEY, WHO NOW LIVES AT THE OLD
 CD0951'KNOX-BREWER RANCH HOUSE, TO POINT OUT THE PROPER LOCATION OF
 CD0951'STATION PAINT TO MANY SURVEYORS.  THE DESCRIPTION SHOULD READ
 CD0951'AS FOLLOWS--
 CD0951'
 CD0951'TO REACH STATION PAINT FROM VAN HORN, GO EAST ON U.S. HIGHWAY
 CD0951'80 FOR 8.0 MILES TO THE WILD HORSE RAILROAD STATION.  TURN LEFT
 CD0951'AND GO E.N.E. ON WILD HORSE-CARLSBAD BLADED ROAD FOR 34.6
 CD0951'MILES TO ROAD LEADING WEST TO OLD KNOX-BREWER RANCH.  CONTINUE
 CD0951'N. ON MAIN ROAD, AT 1.5 MILES CROSS A CATTLEGUARD, IN ALL
 CD0951'2.15 MILES.  LEAVE MAIN ROAD AND TURN RIGHT ON DIM ROAD E. 0.45
 CD0951'MILE UP VALLEY AND STEEP ROCKY SLOPE TO TOP OF RIDGE AND A
 CD0951'CONCRETE WATER TROUGH.  TURN LEFT (N.W.) AND FOLLOW RIDGE
 CD0951'UP SLOPE 0.35 MILE TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0927 ***********************************************************************
 BP0927  DESIGNATION -  PAISANO
 BP0927  PID         -  BP0927
 BP0927  STATE/COUNTY-  TX/BREWSTER
 BP0927  USGS QUAD   -  PAISANO (1972)
 BP0927
 BP0927                         *CURRENT SURVEY CONTROL
 BP0927  ___________________________________________________________________
 BP0927* NAD 83(1993)-  30 18 24.96370(N)    103 46 32.72537(W)     ADJUSTED  
 BP0927* NAVD 88     -      1856.     (meters)    6089.     (feet)  SCALED    
 BP0927  ___________________________________________________________________
 BP0927  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 BP0927  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 BP0927
 BP0927  HORZ ORDER  -  SECOND
 BP0927
 BP0927.The horizontal coordinates were established by classical geodetic methods
 BP0927.and adjusted by the National Geodetic Survey in February 1996..
 BP0927
 BP0927.The orthometric height was scaled from a topographic map.
 BP0927
 BP0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0927
 BP0927.The geoid height was determined by GEOID03.
 BP0927
 BP0927;                    North         East     Units Scale Factor Converg.
 BP0927;SPC TXSC     - 4,283,531.175   140,754.075   MT  1.00000690   -2 20 22.9
 BP0927;SPC TXSC     -14,053,551.86    461,790.66   sFT  1.00000690   -2 20 22.9
 BP0927;SPC TX C     - 3,076,100.808   368,948.082   MT  0.99995465   -1 46 23.0
 BP0927;SPC TX C     -10,092,174.07  1,210,457.17   sFT  0.99995465   -1 46 23.0
 BP0927;UTM  13      - 3,353,431.653   617,714.780   MT  0.99977095   +0 37 04.3
 BP0927
 BP0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0927!SPC TXSC     -   0.99971197  x   1.00000690  =   0.99971886
 BP0927!SPC TX C     -   0.99971197  x   0.99995465  =   0.99966663
 BP0927!UTM  13      -   0.99971197  x   0.99977095  =   0.99948298
 BP0927
 BP0927|---------------------------------------------------------------------|
 BP0927| PID    Reference Object                     Distance      Geod. Az  |
 BP0927|                                                           dddmmss.s |
 BP0927| CH9241 PAISANO RM 1                         11.715 METERS 02351     |
 BP0927| CH9240 PAISANO AZ MK                                      0480229.0 |
 BP0927| CH9242 PAISANO RM 2                          7.477 METERS 14808     |
 BP0927|---------------------------------------------------------------------|
 BP0927
 BP0927                          SUPERSEDED SURVEY CONTROL
 BP0927
 BP0927  NAD 83(1986)-  30 18 24.96095(N)    103 46 32.72064(W) AD(       ) 2
 BP0927  NAD 27      -  30 18 24.38700(N)    103 46 31.10200(W) AD(       ) 2
 BP0927
 BP0927.Superseded values are not recommended for survey control.
 BP0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0927.See file dsdata.txt to determine how the superseded data were derived.
 BP0927
 BP0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1771553432(NAD 83)
 BP0927_MARKER: DS = TRIANGULATION STATION DISK
 BP0927_SETTING: 66 = SET IN ROCK OUTCROP
 BP0927
 BP0927  HISTORY     - Date     Condition        Report By
 BP0927  HISTORY     - 1942     MONUMENTED       CGS
 BP0927
 BP0927                          STATION DESCRIPTION
 BP0927
 BP0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0927'STATION IS LOCATED ABOUT 16.0 MILES E OF MARFA, 8.0 MILES
 BP0927'SW OF ALPINE, AND ABOUT 3.0 MILES, AIR LINE, NE OF PAISANO
 BP0927'RAILROAD STATION.  IT IS ON THE E AND HIGHEST POINT OF ROCKY
 BP0927'MOUNTAIN, KNOWN AS PAISANO PEAK.
 BP0927'
 BP0927'STATION MARK IS A STANDARD BRONZE DISK, STAMPED PAISANO 1942,
 BP0927'CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.
 BP0927'
 BP0927'NO UNDERGROUND MARK WAS ESTABLISHED.
 BP0927'
 BP0927'REFERENCE MARK NO. 1 IS STANDARD BRONZE DISK, STAMPED PAISANO
 BP0927'1942 NO. 1, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BP0927'
 BP0927'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK, STAMPED
 BP0927'PAISANO 1942 NO. 2, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 BP0927'BEDROCK.
 BP0927'
 BP0927'THE AZIMUTH MARK IS A STANDARD BRONZE DISK, STAMPED PAISANO
 BP0927'1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 BP0927'38-1/2 FEET N OF CENTER LINE OF HIGHWAY AND 1/10 MILE E OF
 BP0927'GATE MENTIONED BELOW.
 BP0927'
 BP0927'REACHED FROM JUNCTION OF HIGHWAYS 90 AND 67 IN MARFA BY
 BP0927'GOING E ON HIGHWAY 90 TOWARDS ALPINE, 18.0 MILES TO A WOODEN
 BP0927'GATE ON THE RIGHT (S SIDE OF HIGHWAY), 8.2 MILES W OF DEPOT
 BP0927'IN ALPINE.  PASS THROUGH THIS GATE AND DRIVE SOUTHWARD ABOUT
 BP0927'3/4 MILE TO BASE OF MOUNTAIN AND END OF TRUCK TRAVEL.  FROM
 BP0927'HERE IT IS ABOUT A 45-MINUTE PACK UP STEEP HILLSIDE TO STATION
 BP0927'ON E END OF PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2424 ***********************************************************************
 AN2424  DESIGNATION -  PALA
 AN2424  PID         -  AN2424
 AN2424  STATE/COUNTY-  TX/MATAGORDA
 AN2424  USGS QUAD   -  PALACIOS (1995)
 AN2424
 AN2424                         *CURRENT SURVEY CONTROL
 AN2424  ___________________________________________________________________
 AN2424* NAD 83(1993)-  28 41 52.02731(N)    096 12 37.99015(W)     ADJUSTED  
 AN2424* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 AN2424  ___________________________________________________________________
 AN2424  X           -    -605,711.186 (meters)                     COMP
 AN2424  Y           -  -5,566,117.757 (meters)                     COMP
 AN2424  Z           -   3,044,550.734 (meters)                     COMP
 AN2424  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AN2424  ELLIP HEIGHT-         -25.00  (meters)          (02/16/96) GPS OBS
 AN2424  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN2424
 AN2424  HORZ ORDER  -  SECOND
 AN2424  ELLP ORDER  -  FIFTH     CLASS I
 AN2424
 AN2424.The horizontal coordinates were established by GPS observations
 AN2424.and adjusted by the National Geodetic Survey in February 1996..
 AN2424
 AN2424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2424
 AN2424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2424
 AN2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2424
 AN2424.The ellipsoidal height was determined by GPS observations
 AN2424.and is referenced to NAD 83.
 AN2424
 AN2424.The geoid height was determined by GEOID03.
 AN2424
 AN2424;                    North         East     Units Scale Factor Converg.
 AN2424;SPC TXSC     - 4,099,056.556   872,541.120   MT  0.99992461   +1 21 59.7
 AN2424;SPC TXSC     -13,448,321.38  2,862,661.99   sFT  0.99992461   +1 21 59.7
 AN2424;UTM  14      - 3,177,690.882   772,536.907   MT  1.00051674   +1 20 25.0
 AN2424
 AN2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2424!SPC TXSC     -   1.00000393  x   0.99992461  =   0.99992854
 AN2424!UTM  14      -   1.00000393  x   1.00051674  =   1.00052067
 AN2424
 AN2424:                Primary Azimuth Mark                     Grid Az
 AN2424:SPC TXSC     -  INDY                                     200 06 34.8
 AN2424:UTM  14      -  INDY                                     200 08 09.5
 AN2424
 AN2424|---------------------------------------------------------------------|
 AN2424| PID    Reference Object                     Distance      Geod. Az  |
 AN2424|                                                           dddmmss.s |
 AN2424| AN2423 INDY                                APPROX. 6.6 KM 2012834.5 |
 AN2424|---------------------------------------------------------------------|
 AN2424
 AN2424                          SUPERSEDED SURVEY CONTROL
 AN2424
 AN2424  NAD 83(1986)-  28 41 52.03644(N)    096 12 37.95506(W) AD(       ) 2
 AN2424  NGVD 29 (03/06/92)    1.9    (m)            6.     (f) GPS OBS        
 AN2424
 AN2424.Superseded values are not recommended for survey control.
 AN2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2424.See file dsdata.txt to determine how the superseded data were derived.
 AN2424
 AN2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7253777691(NAD 83)
 AN2424_MARKER: DD = SURVEY DISK
 AN2424_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2424_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AN2424_STAMPING: PALA GPS 1991
 AN2424_MARK LOGO: NOS   
 AN2424_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AN2424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2424+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AN2424
 AN2424  HISTORY     - Date     Condition        Report By
 AN2424  HISTORY     - 1991     MONUMENTED       NOS
 AN2424
 AN2424                          STATION DESCRIPTION
 AN2424
 AN2424'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AN2424'STATION IS LOCATED IN A PUBLIC PARK IN THE SOUTH PART OF PALACIOS AND
 AN2424'ON THE NORTH SHORE OF TRES PALACIOS BAY,NEAR THE EAST END OF THE PARK.
 AN2424'TO REACH FROM PALCIOS CITY HALL ON 4TH STREET GO SOUTH ON 4TH FOR 0.1
 AN2424'MILE TO A T INTERSECTION.TURN LEFT AND GO EAST ON BAY BOULEVARD FOR
 AN2424'0.3 MILE TO EAST END OF THE PARK AND STATION ON RIGHT NEAR SEAWALL.
 AN2424'STATION IS MARKED BY A STANDARD NOS DISK STAMPED PALA GPS 1991 SET ON
 AN2424'TO A 42 INCH ALUMINUM ROD THAT IS FLUSH AND IS SURROUNDED BY A MASS OF
 AN2424'CONCRETE IT IS 6.95 METERS SOUTH WEST OF BAY BOULEVARD AT A BEND, 6.04
 AN2424'METERS NORTH OF TOP OF BULKHEAD, 3.54 METERS NORTH OF NORTH EDGE OF
 AN2424'SIDEWALK ALONG BULKHEAD AND 3.32 METERS SOUTH WEST OF TRAFFIC GUARD
 AN2424'RAIL AT A CURVE IN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2226 ***********************************************************************
 AN2226  DESIGNATION -  PALACIOS FIRST METH CH STEEPLE
 AN2226  PID         -  AN2226
 AN2226  STATE/COUNTY-  TX/MATAGORDA
 AN2226  USGS QUAD   -  PALACIOS (1995)
 AN2226
 AN2226                         *CURRENT SURVEY CONTROL
 AN2226  ___________________________________________________________________
 AN2226* NAD 83(1993)-  28 42 17.67765(N)    096 12 47.92359(W)     ADJUSTED  
 AN2226* NAVD 88     -                                                        
 AN2226  ___________________________________________________________________
 AN2226  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AN2226  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN2226
 AN2226  HORZ ORDER  -  THIRD
 AN2226
 AN2226.The horizontal coordinates were established by classical geodetic methods
 AN2226.and adjusted by the National Geodetic Survey in February 1996..
 AN2226
 AN2226
 AN2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2226
 AN2226.The geoid height was determined by GEOID03.
 AN2226
 AN2226;                    North         East     Units Scale Factor Converg.
 AN2226;SPC TXSC     - 4,099,839.525   872,252.764   MT  0.99992324   +1 21 54.8
 AN2226;SPC TXSC     -13,450,890.17  2,861,715.94   sFT  0.99992324   +1 21 54.8
 AN2226;UTM  14      - 3,178,474.446   772,248.737   MT  1.00051480   +1 20 21.4
 AN2226
 AN2226                          SUPERSEDED SURVEY CONTROL
 AN2226
 AN2226  NAD 83(1986)-  28 42 17.68653(N)    096 12 47.89534(W) AD(       ) 4
 AN2226  NAD 27      -  28 42 16.71900(N)    096 12 47.00900(W) AD(       ) 3
 AN2226
 AN2226.Superseded values are not recommended for survey control.
 AN2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2226.See file dsdata.txt to determine how the superseded data were derived.
 AN2226
 AN2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7224978474(NAD 83)
 AN2226_MARKER: 90 = CHURCH SPIRE
 AN2226
 AN2226  HISTORY     - Date     Condition        Report By
 AN2226  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2226  HISTORY     - 1947     GOOD             CGS
 AN2226
 AN2226                          STATION DESCRIPTION
 AN2226
 AN2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2226'STATION RECOVERED IN GOOD CONDITION.  IT IS THE SPIRE OF THE FIRST
 AN2226'METHODIST CHURCH IN PALACIOS.  THE CHURCH IS LOCATED AT THE
 AN2226'INTERSECTION OF THIRD AND LUCAS STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2230 ***********************************************************************
 AN2230  DESIGNATION -  PALACIOS MUNICIPAL TANK
 AN2230  PID         -  AN2230
 AN2230  STATE/COUNTY-  TX/MATAGORDA
 AN2230  USGS QUAD   -  PALACIOS (1995)
 AN2230
 AN2230                         *CURRENT SURVEY CONTROL
 AN2230  ___________________________________________________________________
 AN2230* NAD 83(1993)-  28 42 12.31828(N)    096 12 59.55094(W)     ADJUSTED  
 AN2230* NAVD 88     -                                                        
 AN2230  ___________________________________________________________________
 AN2230  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AN2230  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN2230
 AN2230  HORZ ORDER  -  THIRD
 AN2230
 AN2230.The horizontal coordinates were established by classical geodetic methods
 AN2230.and adjusted by the National Geodetic Survey in February 1996..
 AN2230
 AN2230
 AN2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2230
 AN2230.The geoid height was determined by GEOID03.
 AN2230
 AN2230;                    North         East     Units Scale Factor Converg.
 AN2230;SPC TXSC     - 4,099,667.074   871,941.204   MT  0.99992353   +1 21 49.1
 AN2230;SPC TXSC     -13,450,324.39  2,860,693.77   sFT  0.99992353   +1 21 49.1
 AN2230;UTM  14      - 3,178,302.035   771,936.915   MT  1.00051271   +1 20 15.5
 AN2230
 AN2230                          SUPERSEDED SURVEY CONTROL
 AN2230
 AN2230  NAD 83(1986)-  28 42 12.32899(N)    096 12 59.52041(W) AD(       ) 4
 AN2230  NAD 27      -  28 42 11.36700(N)    096 12 58.62900(W) AD(       ) 3
 AN2230
 AN2230.Superseded values are not recommended for survey control.
 AN2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2230.See file dsdata.txt to determine how the superseded data were derived.
 AN2230
 AN2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7193778302(NAD 83)
 AN2230_MARKER: 51 = TANK
 AN2230_SETTING: 0 = UNSPECIFIED SETTING
 AN2230
 AN2230  HISTORY     - Date     Condition        Report By
 AN2230  HISTORY     - 1931     FIRST OBSERVED   CGS
 AN2230  HISTORY     - 1947     GOOD             CGS
 AN2230  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 AN2230
 AN2230                          STATION DESCRIPTION
 AN2230
 AN2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2230'STATION RECOVERED IN GOOD CONDITION.  IT IS THE MUNICIPAL WATER
 AN2230'TANK IN THE TOWN OF PALACIOS.  IT IS A METAL TANK ABOUT 125 FEET
 AN2230'HIGH AND PAINTED WHITE.
 AN2230
 AN2230                          STATION RECOVERY (1974)
 AN2230
 AN2230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (JTJ)
 AN2230'TANK WOULD NOT TIE IN BY USING STA LAKE 2 AND OTHER KNOWN POINT.
 AN2230'TANK EVIDENTLY HAS BEEN MOVED.
 AN2230'
 AN2230'DISTANCE AND DIRECTION FROM NEAREST TOWN--CITY OF PALACIOS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0186 ***********************************************************************
 AN0186  DESIGNATION -  PALACIOS NB RM 1
 AN0186  PID         -  AN0186
 AN0186  STATE/COUNTY-  TX/MATAGORDA
 AN0186  USGS QUAD   -  BLESSING (1995)
 AN0186
 AN0186                         *CURRENT SURVEY CONTROL
 AN0186  ___________________________________________________________________
 AN0186* NAD 83(1986)-  28 51 14.     (N)    096 13 05.     (W)     SCALED    
 AN0186* NAVD 88     -        10.41   (+/-2cm)      34.2    (feet)  VERTCON   
 AN0186  ___________________________________________________________________
 AN0186  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0186
 AN0186  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0186
 AN0186.The horizontal coordinates were scaled from a topographic map and have
 AN0186.an estimated accuracy of +/- 6 seconds.
 AN0186
 AN0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0186.The vertical order pertains to the NGVD 29 superseded value.
 AN0186
 AN0186.The geoid height was determined by GEOID03.
 AN0186
 AN0186;                    North         East    Units  Estimated Accuracy
 AN0186;SPC TXSC     - 4,116,330.      871,400.      MT  (+/- 180 meters Scaled)
 AN0186
 AN0186                          SUPERSEDED SURVEY CONTROL
 AN0186
 AN0186  NGVD 29 (??/??/92)   10.461  (m)           34.32   (f) ADJ UNCH    1 1
 AN0186
 AN0186.Superseded values are not recommended for survey control.
 AN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0186.See file dsdata.txt to determine how the superseded data were derived.
 AN0186
 AN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS713949(NAD 83)
 AN0186_MARKER: DR = REFERENCE MARK DISK
 AN0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0186_STAMPING: PALACIOS NORTH BASE NO 1 1931
 AN0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0186+STABILITY: SURFACE MOTION
 AN0186
 AN0186  HISTORY     - Date     Condition        Report By
 AN0186  HISTORY     - 1931     MONUMENTED       CGS
 AN0186  HISTORY     - 1951     GOOD             NGS
 AN0186  HISTORY     - 1978     GOOD             NGS
 AN0186  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0186
 AN0186                          STATION DESCRIPTION
 AN0186
 AN0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0186'1.2 MI S FROM BLESSING.
 AN0186'0.8 MILE SOUTH ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 AN0186'RAILROAD STATION AT BLESSING, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD,
 AN0186'44 FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 70 FEET
 AN0186'SOUTHEAST OF THE CENTER OF A WIRE GATE, 46 FEET EAST OF THE CENTER
 AN0186'LINE OF THE DIRT ROAD, 38 FEET WEST OF THE WEST RAIL OF THE TEXAS AND
 AN0186'NEW ORLEANS RAILROAD, 0.65 MILE NORTH OF TRIANGULATION STATION
 AN0186'PALACIOS NORTH BASE 1931, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 AN0186'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AN0186
 AN0186                          STATION RECOVERY (1978)
 AN0186
 AN0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0186'RECOVERED IN GOOD CONDITION.
 AN0186
 AN0186                          STATION RECOVERY (1991)
 AN0186
 AN0186'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0187 ***********************************************************************
 AN0187  DESIGNATION -  PALACIOS NORTH BASE
 AN0187  PID         -  AN0187
 AN0187  STATE/COUNTY-  TX/MATAGORDA
 AN0187  USGS QUAD   -  BLESSING (1995)
 AN0187
 AN0187                         *CURRENT SURVEY CONTROL
 AN0187  ___________________________________________________________________
 AN0187* NAD 83(1993)-  28 50 50.04103(N)    096 13 04.99574(W)     ADJUSTED  
 AN0187* NAVD 88     -         9.49   (+/-2cm)      31.1    (feet)  VERTCON   
 AN0187  ___________________________________________________________________
 AN0187  X           -    -605,577.112 (meters)                     COMP
 AN0187  Y           -  -5,558,119.229 (meters)                     COMP
 AN0187  Z           -   3,059,072.953 (meters)                     COMP
 AN0187  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AN0187  ELLIP HEIGHT-         -17.51  (meters)          (02/16/96) GPS OBS
 AN0187  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0187
 AN0187  HORZ ORDER  -  FIRST
 AN0187  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0187  ELLP ORDER  -  FIFTH     CLASS I
 AN0187
 AN0187.The horizontal coordinates were established by classical geodetic methods
 AN0187.and adjusted by the National Geodetic Survey in February 1996..
 AN0187
 AN0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0187.The vertical order pertains to the NGVD 29 superseded value.
 AN0187
 AN0187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN0187
 AN0187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0187
 AN0187.The ellipsoidal height was determined by GPS observations
 AN0187.and is referenced to NAD 83.
 AN0187
 AN0187.The geoid height was determined by GEOID03.
 AN0187
 AN0187;                    North         East     Units Scale Factor Converg.
 AN0187;SPC TXSC     - 4,115,596.596   871,414.393   MT  0.99989921   +1 21 46.5
 AN0187;SPC TXSC     -13,502,586.50  2,858,965.39   sFT  0.99989921   +1 21 46.5
 AN0187;UTM  14      - 3,194,241.327   771,416.167   MT  1.00050919   +1 20 35.0
 AN0187
 AN0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0187!SPC TXSC     -   1.00000275  x   0.99989921  =   0.99990196
 AN0187!UTM  14      -   1.00000275  x   1.00050919  =   1.00051194
 AN0187
 AN0187:                Primary Azimuth Mark                     Grid Az
 AN0187:SPC TXSC     -  PALACIOS NORTH BASE RM 1                 358 38 32.4
 AN0187:UTM  14      -  PALACIOS NORTH BASE RM 1                 358 39 43.9
 AN0187
 AN0187|---------------------------------------------------------------------|
 AN0187| PID    Reference Object                     Distance      Geod. Az  |
 AN0187|                                                           dddmmss.s |
 AN0187| CV6634 PALACIOS NORTH BASE RM 1                           0000018.9 |
 AN0187| AN2230 PALACIOS MUNICIPAL TANK             APPROX.15.9 KM 1792807.5 |
 AN0187| AN2232 CAMP HULEN TANK                     APPROX.16.9 KM 1894249.8 |
 AN0187| CV6635 PALACIOS NORTH BASE RM 2             42.340 METERS 21556     |
 AN0187| CV6636 PALACIOS NORTH BASE RM 3             30.099 METERS 23025     |
 AN0187| CV6637 PALACIOS NORTH BASE RM 4             34.924 METERS 31901     |
 AN0187|---------------------------------------------------------------------|
 AN0187
 AN0187                          SUPERSEDED SURVEY CONTROL
 AN0187
 AN0187  NAD 83(1986)-  28 50 50.05007(N)    096 13 04.96046(W) AD(       ) 1
 AN0187  NAD 27      -  28 50 49.13987(N)    096 13 04.11873(W) AD(       ) 3
 AN0187  NGVD 29 (??/??/92)    9.544  (m)           31.31   (f) ADJ UNCH    1 1
 AN0187
 AN0187.Superseded values are not recommended for survey control.
 AN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0187.See file dsdata.txt to determine how the superseded data were derived.
 AN0187
 AN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7141694241(NAD 83)
 AN0187_MARKER: DD = SURVEY DISK
 AN0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0187_SP_SET: SQUARE CONCRETE MONUMENT
 AN0187_STAMPING: PALACIOS NORTH BASE
 AN0187_MARK LOGO: CGS   
 AN0187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0187+STABILITY: SURFACE MOTION
 AN0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0187+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 AN0187
 AN0187  HISTORY     - Date     Condition        Report By
 AN0187  HISTORY     - 1931     MONUMENTED       CGS
 AN0187  HISTORY     - 1937     GOOD             TXHD
 AN0187  HISTORY     - 1941     GOOD             CGS
 AN0187  HISTORY     - 1944     GOOD             CGS
 AN0187  HISTORY     - 1951     GOOD             CGS
 AN0187  HISTORY     - 1951     GOOD             NGS
 AN0187  HISTORY     - 1958     GOOD             DOWCO
 AN0187  HISTORY     - 1969     GOOD             CGS
 AN0187  HISTORY     - 1978     GOOD             NGS
 AN0187  HISTORY     - 19880526 GOOD
 AN0187  HISTORY     - 1991     GOOD             USPSQD
 AN0187  HISTORY     - 19910312 GOOD             NOS
 AN0187  HISTORY     - 20040602 GOOD             INDIV
 AN0187
 AN0187                          STATION DESCRIPTION
 AN0187
 AN0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN0187'ABOUT 18 MILES SW OF BAY CITY, AND 1-1/2 MILES S OF TOWN OF
 AN0187'BLESSING, ON W SIDE OF RIGHT-OF-WAY OF THE PALACIOS BRANCH OF
 AN0187'THE SOUTHERN PACIFIC, 1.7 MILES S OF THE CROSSING OF THE RAILWAY
 AN0187'AND THE MAIN STREET IN BLESSING, 0.5 MILE S OF SECTION LINE ROAD
 AN0187'INTERSECTION, 15.35 METERS (50.4 FEET) E OF CENTER LINE OF DIRT
 AN0187'ROAD PARALLELING THE RAILWAY ON W, 7.18 METERS (23.6 FEET) NE OF
 AN0187'CENTER OF TELEGRAPH POLE BEARING MILE BOARD NO. 58, AND 6.57
 AN0187'METERS (21.6 FEET) E OF WIRE FENCE BETWEEN RIGHT-OF-WAY OF
 AN0187'RAILWAY AND ROAD.
 AN0187'
 AN0187'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 AN0187'SET IN CONCRETE.
 AN0187'
 AN0187'REFERENCE MARK NO. 1 PROJECTS 6 INCHES ABOVE GROUND, IS 1.2 MILES
 AN0187'S OF RAILWAY CROSSING OF MAIN STREET IN BLESSING, ON W SIDE OF
 AN0187'RIGHT-OF-WAY OF SOUTHERN PACIFIC BRANCH TO PALACIOS, NEAR
 AN0187'INTERSECTION OF TWO DIRT ROADS, 11.45 METERS (37.6 FEET) W OF
 AN0187'CENTER OF W RAIL, 13.49 METERS (44.3 FEET) SE OF THE INTERSECTION
 AN0187'OF CENTER LINES OF ROADS, 2.86 METERS (9.4 FEET) E OF
 AN0187'RIGHT-OF-WAY FENCE LINE, AND APPROXIMATELY 0.5 MILE FROM STATION,
 AN0187'N 0 DEG 00 MIN 17 SEC E.
 AN0187'
 AN0187'REFERENCE MARK NO. 2 PROJECTS 6 INCHES ABOVE GROUND, IS IN THE
 AN0187'NE CORNER OF A CULTIVATED FIELD ON W SIDE OF DIRT ROAD
 AN0187'PARALLELING RAILWAY ON W, ABOUT 1.7 MILES S OF MAIN STREET
 AN0187'CROSSING IN BLESSING, 9.35 METERS (30.7 FEET) W OF CENTER LINE OF
 AN0187'ROAD, 0.30 METER (1.0 FOOT) W OF WIRE FENCE LINE, 0.80 METER
 AN0187'(2.6 FEET) S OF THE INTERSECTION WITH ANOTHER FENCE, AND 42.34
 AN0187'METERS (138.9 FEET) FROM STATION S 35 DEG 56 MIN W.
 AN0187
 AN0187                          STATION RECOVERY (1937)
 AN0187
 AN0187'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN0187'DESCRIPTION AS GIVEN IS SATISFACTORY.  STATION MARK AND REFERENCE
 AN0187'DISKS NO. 1 AND NO. 2 RECOVERED AND IN GOOD CONDITION.
 AN0187
 AN0187                          STATION RECOVERY (1941)
 AN0187
 AN0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 AN0187'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0187'CONDITION.
 AN0187'
 AN0187'STATION MARK IS STAMPED PALACIOS NORTH BASE 1931.
 AN0187'IT IS ABOUT 18.0 MILES S OF BAY CITY, 1.5 MILES S OF THE TOWN
 AN0187'OF BLESSING, ABOUT 300.0 FEET S OF RANCH HOUSE, ALONG THE
 AN0187'SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY, 23.5 FEET NE OF MILEPOST
 AN0187'58, 45.0 FEET E OF THE CENTER LINE OF DIRT ROAD THAT PARALLELS
 AN0187'THE TRACKS, 28.3 FEET W OF THE CENTER LINE OF THE RAILROAD
 AN0187'TRACKS, 21.6 FEET E OF RIGHT-OF-WAY FENCE AND 4.5 FEET E OF A 4-
 AN0187'BY 4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS ABOUT 0.5
 AN0187'FOOT.
 AN0187'
 AN0187'REFERENCE MARK NO. 1 IS STAMPED PALACIOS NORTH BASE
 AN0187'NO. 1 1931.  IT IS ABOUT 0.5 MILE N FROM THE STATION, ALONG THE
 AN0187'SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY 37.0 FEET E OF THE CENTER
 AN0187'LINE OF DIRT ROAD PARALLELING THE TRACKS, 40.0 FEET W OF THE
 AN0187'CENTER LINE OF THE TRACKS, 20.5 FEET S OF THE CENTER LINE OF
 AN0187'ROAD THAT CROSSES TRACKS, 3.0 FEET N OF AN E-W FENCE, 3.5 FEET
 AN0187'S OF A 4- BY 4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AN0187'0.3 FOOT.
 AN0187'
 AN0187'REFERENCE MARK NO. 2 IS STAMPED PALACIOS NORTH BASE
 AN0187'NO. 2 1931.  IT IS 139.0 FEET SSW OF THE STATION, 107.0 FEET SW
 AN0187'OF MILE POLE NO. 58, 32.0 FEET W OF THE CENTER LINE OF THE DIRT
 AN0187'ROAD PARALLELING TRACKS, 2.0 FEET E OF FENCE LINE AND THE
 AN0187'MONUMENT PROJECTS ABOUT 0.9 FOOT.
 AN0187'
 AN0187'STATION IS REACHED FROM THE SOUTHERN PACIFIC RAILROAD STATION
 AN0187'AT BLESSING BY TRAVELING 1.7 MILES SOUTHERLY ALONG DIRT ROAD THAT
 AN0187'PARALLELS THE SOUTHERN PACIFIC RAILROAD TO THE SITE OF STATION.
 AN0187
 AN0187                          STATION RECOVERY (1944)
 AN0187
 AN0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AN0187'STATION AND MARKS RECOVERED AS DESCRIBED.
 AN0187
 AN0187                          STATION RECOVERY (1951)
 AN0187
 AN0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RCD)
 AN0187'STATION IS LOCATED 0.8 MILE S ALONG AN OILED ROAD FROM THE TEXAS
 AN0187'AND NEW ORLEANS RAILROAD STATION AT BLESSING, THENCE 1.05 MILES
 AN0187'S ALONG A DIRT ROAD, 23 FEET NE OF MILEPOST 58, 37 FEET E OF
 AN0187'THE CENTER LINE OF A DIRT ROAD, 20.6 FEET W OF THE W RAIL OF
 AN0187'THE RAILROAD, AND 3 FEET S OF A WITNESS POST.
 AN0187'
 AN0187'STATION MARK IS A STANDARD STATION DISK SET IN THE TOP OF A
 AN0187'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, AND IS
 AN0187'STAMPED PALACIOS NORTH BASE 1931.
 AN0187'
 AN0187'REFERENCE MARK 1 IS 0.65 MILE N OF THE STATION, 44 FEET SW OF
 AN0187'THE CENTER OF A PRIVATE ROAD CROSSING, 70 FEET SE OF THE CENTER
 AN0187'OF A WIRE GATE, 46 FEET E OF THE CENTER LINE OF A DIRT ROAD, 38
 AN0187'FEET W OF THE W RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, AND
 AN0187'2 FEET S OF A WITNESS POST.  IT IS A REFERENCE DISK SET IN THE
 AN0187'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 AN0187'AND IS STAMPED PALACIOS NORTH BASE NO 1 1931.
 AN0187'
 AN0187'REFERENCE MARK 2 WAS DESTROYED.  THE POST WAS FOUND BROKEN OFF.
 AN0187'THE DISK WAS RECOVERED.
 AN0187
 AN0187                          STATION RECOVERY (1951)
 AN0187
 AN0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AN0187'1.85 MI S FROM BLESSING.
 AN0187'0.8 MILE SOUTH ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 AN0187'RAILROAD STATION AT BLESSING, THENCE 1.05 MILES SOUTH ALONG A DIRT
 AN0187'ROAD, 23 FEET NORTHEAST OF MILEPOST 58, 37 FEET EAST OF THE CENTER
 AN0187'LINE OF A DIRT ROAD, 20.6 FEET WEST OF THE WEST RAIL OF THE RAILROAD,
 AN0187'3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AN0187'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AN0187
 AN0187                          STATION RECOVERY (1958)
 AN0187
 AN0187'RECOVERY NOTE BY DOW CHEMICAL COMPANY 1958
 AN0187'RECOVERY BY E.W. MEYER, REFERENCE TO LETTER DATED APRIL 30, 1958
 AN0187'FROM HERMAN D. SMITH, SURVEYOR, DOW CHEMICAL COMPANY.
 AN0187'
 AN0187'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN0187'
 AN0187'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN0187'IT IS GRID AZIMUTH 178 DEG 38 MIN 30 SEC AND 2,488.33 FEET
 AN0187'FROM THE STATION.
 AN0187'
 AN0187'REFERENCE MARK NO. 2 HAS BEEN DESTROYED, THE MUTILATED OLD POST
 AN0187'IS ON THE GROUND NEAR THE MARKS ORIGINAL POSITION.
 AN0187
 AN0187                          STATION RECOVERY (1969)
 AN0187
 AN0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN0187'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 AN0187'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND TO BE DESTROYED.
 AN0187'TWO NEW REFERENCE MARKS WERE SET.  A COMPLETE DESCRIPTION
 AN0187'FOLLOWS--
 AN0187'
 AN0187'STATION IS ABOUT 1-3/4 MILES SOUTH OF BLESSING, ALONG THE
 AN0187'RAILROAD RIGHT-OF-WAY OF THE TEXAS AND NEW ORLEANS RAILROAD
 AN0187'BETWEEN RAILWAY AND A SHELL ROAD.
 AN0187'
 AN0187'TO REACH STATION FROM THE JUNCTION OF RAILROAD AVENUE AND B
 AN0187'AVENUE IN BLESSING, GO SOUTH ON RAILROAD AVENUE 1.2 MILES TO
 AN0187'A SIDE ROAD LEADING WEST AND REFERENCE MARK NO. 1 (AZI.MK.) ON
 AN0187'THE LEFT.  CONTINUE SOUTH 0.45 MILE TO STATION ON THE LEFT.
 AN0187'
 AN0187'STATION MARK A STANDARD DISK, STAMPED PALACIOS NORTH BASE 1931,
 AN0187'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES
 AN0187'ABOVE SURFACE OF GROUND.  IT IS 26.0 FEET WEST OF THE WEST
 AN0187'RAILROAD TRACK, 52 FEET EAST OF CENTER LINE OF SHELL ROAD, 51
 AN0187'FEET NORTH OF THE NORTH END OF A METAL CULVERT, 3 FEET SOUTH OF
 AN0187'A WOODEN WITNESS POST, AND 1 FOOT EAST OF A METAL WITNESS POST.
 AN0187'
 AN0187'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED PALACIOS NORTH
 AN0187'BASE NO 1 1931, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 AN0187'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 38 FEET WEST OF THE WEST
 AN0187'RAILROAD TRACK, 39 FEET EAST OF CENTER LINE OF SHELL ROAD, 19
 AN0187'FEET SOUTH OF THE EXTENDED CENTER OF A ROAD LEADING WEST AND
 AN0187'1 FOOT EAST OF A METAL WITNESS POST.
 AN0187'
 AN0187'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED PALACIOS NORTH
 AN0187'BASE 1931 NO 3 1969, IS SET IN A CONCRETE FILLED 4-INCH TILE WHICH
 AN0187'PROJECTS 10 INCHES ABOVE GROUND.  IT IS 25 FEET WEST OF CENTER
 AN0187'LINE OF SHELL ROAD, 2.5 FEET NORTH OF A TELEPHONE POST, AND 1
 AN0187'FOOT NORTHWEST OF A METAL WITNESS POST.
 AN0187'
 AN0187'REFERENCE MARK NO. 4, STANDARD DISK, STAMPED PALACIOS NORTH BASE
 AN0187'1931 NO 4 1969, IS SET IN A CONCRETE FILLED 4-INCH TILE WHICH
 AN0187'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 25 FEET WEST OF CENTER
 AN0187'LINE OF SHELL ROAD, 14.5 FEET SOUTH OF A TELEPHONE POST, AND 1
 AN0187'FOOT SOUTHWEST OF A METAL WITNESS POST.
 AN0187'
 AN0187'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 AN0187'SOUTH OF BLESSING
 AN0187
 AN0187                          STATION RECOVERY (1978)
 AN0187
 AN0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0187'RECOVERED IN GOOD CONDITION.
 AN0187
 AN0187                          STATION RECOVERY (1988)
 AN0187
 AN0187'RECOVERED 1988
 AN0187'RECOVERED IN GOOD CONDITION.
 AN0187
 AN0187                          STATION RECOVERY (1991)
 AN0187
 AN0187'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0187'RECOVERED IN GOOD CONDITION.
 AN0187
 AN0187                          STATION RECOVERY (1991)
 AN0187
 AN0187'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AN0187'THE STATION IS LOCATED 1.7 MILES SOUTH OF THE TOWN OF BLESSING ON A
 AN0187'STRIP OF LAND BETWEEN RAILROAD AVENUE AND AN ABANDONDED RAILROAD
 AN0187'GRADE.TO REACH THE STATION FROM THE INTERSECTION OF FARM ROAD 616
 AN0187'AND RAILROAD AVENUE IN BLESSING, GO SOUTH ON RAILROAD AVENUE FOR 1.7
 AN0187'MILES TO THE STATION ON THE LEFT (EAST) AND REFERENCE MARKS 3 AND 4
 AN0187'ON THE RIGHT (WEST).THE STATION IS A STANDARD USCGS DISK SET INTO A
 AN0187'SQUARE CONCRETE MONUMENT STAMPED--PALACIOS NORTH BASE 1931--WHICH
 AN0187'PROJECTS 0.05 M (0.16 FT) .THE STATION IS 30.1 M (98.75 FT) NE OF
 AN0187'RM3, 34.9 M (114.50 FT) SE OF RM 4 AND 15.1 M (49.54 FT) EAST OF THE
 AN0187'CENTERLINE OF RAILROAD AVENUE.REFERENCE MARK 3 WAS RECOVERED IN
 AN0187'POOR CONDITION. IT IS 8.0 M (26.25 FT) WEST OF THE CENTERLINE OF
 AN0187'RAILROAD AVENUE AND 0.83 M (2.72 FT) EAST OF A FENCE.REFERENCE MARK
 AN0187'4 WAS RECOVERED IN GOOD CONDITION. IT IS 8.3 M (27.23 FT) WEST OF THE
 AN0187'CENTERLINE OF RAILROAD AVENUE AND 1.0 M (3.28 FT) EAST OF A
 AN0187'FENCE.AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AN0187
 AN0187                          STATION RECOVERY (2004)
 AN0187
 AN0187'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DHS)
 AN0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0219 ***********************************************************************
 AN0219  DESIGNATION -  PALACIOS SB RM 1
 AN0219  PID         -  AN0219
 AN0219  STATE/COUNTY-  TX/MATAGORDA
 AN0219  USGS QUAD   -  PALACIOS (1995)
 AN0219
 AN0219                         *CURRENT SURVEY CONTROL
 AN0219  ___________________________________________________________________
 AN0219* NAD 83(1986)-  28 42 34.     (N)    096 13 06.     (W)     SCALED    
 AN0219* NAVD 88     -         4.46   (+/-2cm)      14.6    (feet)  VERTCON   
 AN0219  ___________________________________________________________________
 AN0219  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN0219
 AN0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0219
 AN0219.The horizontal coordinates were scaled from a topographic map and have
 AN0219.an estimated accuracy of +/- 6 seconds.
 AN0219
 AN0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0219.The vertical order pertains to the NGVD 29 superseded value.
 AN0219
 AN0219.The geoid height was determined by GEOID03.
 AN0219
 AN0219;                    North         East    Units  Estimated Accuracy
 AN0219;SPC TXSC     - 4,100,330.      871,750.      MT  (+/- 180 meters Scaled)
 AN0219
 AN0219                          SUPERSEDED SURVEY CONTROL
 AN0219
 AN0219  NGVD 29 (??/??/92)    4.532  (m)           14.87   (f) ADJ UNCH    2 0
 AN0219
 AN0219.Superseded values are not recommended for survey control.
 AN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0219.See file dsdata.txt to determine how the superseded data were derived.
 AN0219
 AN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS717789(NAD 83)
 AN0219_MARKER: DR = REFERENCE MARK DISK
 AN0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0219_STAMPING: PALACIOS SOUTH BASE NO 1 1931-34
 AN0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0219+STABILITY: SURFACE MOTION
 AN0219
 AN0219  HISTORY     - Date     Condition        Report By
 AN0219  HISTORY     - 1931     MONUMENTED       CGS
 AN0219  HISTORY     - 1941     GOOD             NGS
 AN0219
 AN0219                          STATION DESCRIPTION
 AN0219
 AN0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AN0219'IN PALACIOS.
 AN0219'AT PALACIOS, MATAGORDA COUNTY, 0.5 MILE NORTH ALONG THE TEXAS AND NEW
 AN0219'ORLEANS RAILROAD FROM THE STATION, 700 FEET WEST OF THE HIGH SCHOOL,
 AN0219'IN LINE WITH THE SOUTH SIDE OF THE BUILDING, 28.4 FEET WEST OF THE
 AN0219'CENTER LINE OF THE TRACK, 47 FEET SOUTH OF A SWITCH STAND, AND 4 FEET
 AN0219'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK,
 AN0219'STAMPED PALACIOS SOUTH BASE NO 1 1931-34 AND SET IN THE TOP OF A
 AN0219'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0218 ***********************************************************************
 AN0218  DESIGNATION -  PALACIOS SOUTH BASE
 AN0218  PID         -  AN0218
 AN0218  STATE/COUNTY-  TX/MATAGORDA
 AN0218  USGS QUAD   -  PALACIOS (1995)
 AN0218
 AN0218                         *CURRENT SURVEY CONTROL
 AN0218  ___________________________________________________________________
 AN0218* NAD 83(1993)-  28 42 06.60172(N)    096 13 07.69090(W)     ADJUSTED  
 AN0218* NAVD 88     -         4.52   (+/-2cm)      14.8    (feet)  VERTCON   
 AN0218  ___________________________________________________________________
 AN0218  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AN0218  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN0218
 AN0218  HORZ ORDER  -  FIRST
 AN0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0218
 AN0218.The horizontal coordinates were established by classical geodetic methods
 AN0218.and adjusted by the National Geodetic Survey in February 1996..
 AN0218
 AN0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0218.The vertical order pertains to the NGVD 29 superseded value.
 AN0218
 AN0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0218
 AN0218.The geoid height was determined by GEOID03.
 AN0218
 AN0218;                    North         East     Units Scale Factor Converg.
 AN0218;SPC TXSC     - 4,099,485.890   871,724.523   MT  0.99992383   +1 21 45.2
 AN0218;SPC TXSC     -13,449,729.96  2,859,982.87   sFT  0.99992383   +1 21 45.2
 AN0218;UTM  14      - 3,178,120.843   771,720.024   MT  1.00051125   +1 20 11.4
 AN0218
 AN0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0218!SPC TXSC     -   1.00000350  x   0.99992383  =   0.99992733
 AN0218!UTM  14      -   1.00000350  x   1.00051125  =   1.00051475
 AN0218
 AN0218:                Primary Azimuth Mark                     Grid Az
 AN0218:SPC TXSC     -  PALACIOS SOUTH BASE RM 1                 358 53 25.7
 AN0218:UTM  14      -  PALACIOS SOUTH BASE RM 1                 358 54 59.5
 AN0218
 AN0218|---------------------------------------------------------------------|
 AN0218| PID    Reference Object                     Distance      Geod. Az  |
 AN0218|                                                           dddmmss.s |
 AN0218| CV6638 PALACIOS SOUTH BASE RM 1            APPROX. 0.8 KM 0001510.9 |
 AN0218| CV6640 PALACIOS SOUTH BASE RM 3             80.754 METERS 01320     |
 AN0218| AN2230 PALACIOS MUNICIPAL TANK             282.472 METERS 05128     |
 AN0218| CV6639 PALACIOS SOUTH BASE RM 2             45.580 METERS 10037     |
 AN0218| AN2232 CAMP HULEN TANK                     APPROX. 2.8 KM 2590349.8 |
 AN0218|---------------------------------------------------------------------|
 AN0218
 AN0218                          SUPERSEDED SURVEY CONTROL
 AN0218
 AN0218  NAD 83(1986)-  28 42 06.61055(N)    096 13 07.66308(W) AD(       ) 1
 AN0218  NAD 27      -  28 42 05.64200(N)    096 13 06.77900(W) AD(       ) 1
 AN0218  NGVD 29 (??/??/92)    4.594  (m)           15.07   (f) ADJ UNCH    2 0
 AN0218
 AN0218.Superseded values are not recommended for survey control.
 AN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0218.See file dsdata.txt to determine how the superseded data were derived.
 AN0218
 AN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7172078121(NAD 83)
 AN0218_MARKER: DS = TRIANGULATION STATION DISK
 AN0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0218_STAMPING: PALACIOS SOUTH BASE 1931-34
 AN0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0218+STABILITY: SURFACE MOTION
 AN0218
 AN0218  HISTORY     - Date     Condition        Report By
 AN0218  HISTORY     - 1931     MONUMENTED       CGS
 AN0218  HISTORY     - 1934     GOOD             CGS
 AN0218  HISTORY     - 1937     GOOD             TXHD
 AN0218  HISTORY     - 1941     GOOD             CGS
 AN0218  HISTORY     - 1941     GOOD             CGS
 AN0218  HISTORY     - 1941     GOOD             NGS
 AN0218  HISTORY     - 1947     GOOD             CGS
 AN0218  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN0218
 AN0218                          STATION DESCRIPTION
 AN0218
 AN0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN0218'ABOUT 24 MILES S OF BAY CITY, IN THE TOWN OF PALACIOS, ON THE
 AN0218'RIGHT-OF-WAY OF THE S.P. CO. RAILROAD, W OF A SMALL RAILROAD
 AN0218'PARK, 167 FEET N OF THE RAILROAD STATION, 126 FEET N OF THE
 AN0218'CENTER LINE OF STATE HIGHWAY 58, 27.50 FEET W OF W RAIL
 AN0218'OF MAIN TRACK, AND 20.9 FEET NE OF TELEGRAPH POLE WITH MILE
 AN0218'BOARD NO. 68 ON IT.
 AN0218'
 AN0218'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN0218'SET IN CONCRETE.  SURFACE MARK PROJECTS ABOUT 6 INCHES ABOVE
 AN0218'THE GROUND.
 AN0218'
 AN0218'REFERENCE MARK 1 PROJECTS ABOUT 6 INCHES ABOVE THE GROUND,
 AN0218'IS ABOUT 0.15 MILE W OF THE HIGH SCHOOL, ON THE RAILROAD
 AN0218'RIGHT-OF-WAY, 27.55 FEET W OF W RAIL, 46.75 FEET SW OF SWITCH
 AN0218'STAND, AND 850 METERS (2,789 FEET) FROM STATION N 0 DEG 14 MIN E.
 AN0218'
 AN0218'REFERENCE MARK 2 PROJECTS ABOUT 5 INCHES ABOVE GROUND, IS
 AN0218'IN THE TELEPHONE POLE LINE ON E SIDE OF DIRT ROAD, E OF SMALL
 AN0218'RAILROAD PARK, 32 FEET E OF CENTER LINE OF DIRT ROAD,
 AN0218'99.5 FEET N OF CENTER LINE OF HIGHWAY 58, 12.3 FEET W OF WIRE
 AN0218'FENCE, AND 150.01 FEET FROM STATION.
 AN0218'
 AN0218'BEARING FROM STATION OF PALACIOS, MUNICIPAL TANK, DISTANT
 AN0218'0.25 MILE, IS N 51 DEG 27 MIN E.
 AN0218
 AN0218                          STATION RECOVERY (1934)
 AN0218
 AN0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN0218'RECOVERED AS DESCRIBED BY F.L.G. IN 1931.
 AN0218
 AN0218                          STATION RECOVERY (1937)
 AN0218
 AN0218'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN0218'DESCRIPTION GIVEN BY F.L.G. IN 1931 IS SATISFACTORY.  STATION
 AN0218'MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AN0218
 AN0218                          STATION RECOVERY (1941)
 AN0218
 AN0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 AN0218'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0218'CONDITION.
 AN0218'
 AN0218'STATION IS 125 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 AN0218'35, 12 FEET E OF TELEGRAPH LINE, AND 4 FEET S OF A 4- BY
 AN0218'4-INCH WHITE WOODEN WITNESS POST.  MARK IS STAMPED PALACIOS
 AN0218'SOUTH BASE 1931 - 34.
 AN0218'
 AN0218'REFERENCE MARK 1 IS ABOUT 0.5 MILE N OF THE STATION, 47
 AN0218'FEET S OF A SWITCH STAND, 28.4 FEET W OF THE CENTER LINE OF
 AN0218'THE TRACKS, AND 4 FEET S OF A 4- BY 4-INCH WOODEN WITNESS
 AN0218'POST.  IT IS STAMPED PALACIOS SOUTH BASE NO 1 1931 34.
 AN0218'
 AN0218'REFERENCE MARK 2 IS STAMPED PALACIOS SOUTH BASE NO 2 1931 34.
 AN0218
 AN0218                          STATION RECOVERY (1941)
 AN0218
 AN0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 AN0218'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0218'CONDITION.
 AN0218'
 AN0218'STATION IS 24.0 MILES S OF BAY CITY, AT THE TOWN OF PALACIOS,
 AN0218'167.0 FEET N OF THE SOUTHERN PACIFIC RAILROAD STATION AND
 AN0218'ON THE RAILROAD RIGHT-OF-WAY.  IT IS 125.0 FEET N OF THE
 AN0218'CENTER LINE OF STATE HIGHWAY 35, 29.5 FEET W OF THE CENTER
 AN0218'LINE OF THE MAIN TRACKS, 12.0 FEET E OF TELEGRAPH LINE AND
 AN0218'4.0 FEET S OF A 4- BY 4-INCH WOODEN MARKER POST.  THE MONUMENT
 AN0218'PROJECTS 0.5 FOOT.
 AN0218'
 AN0218'STATION MARK IS STAMPED PALACIOS SOUTH BASE 1931-34.
 AN0218'
 AN0218'REFERENCE MARK NO. 1 IS STAMPED PALACIOS SOUTH
 AN0218'BASE NO. 1 1931-34.  IT IS ALONG THE RAILROAD RIGHT-OF-WAY,
 AN0218'ABOUT 0.5 MILE N OF THE STATION, 47.0 FEET S OF A SWITCH
 AN0218'STAND, 28.4 FEET W OF THE CENTER LINE OF THE TRACKS AND
 AN0218'4.0 FEET S OF A 4- BY 4-INCH WOODEN MARKER POST.  THE MONUMENT
 AN0218'PROJECTS 0.5 FOOT.
 AN0218'
 AN0218'REFERENCE MARK NO. 2 IS STAMPED PALACIOS SOUTH
 AN0218'BASE NO. 2 1931-34.  IT IS 99.5 FEET N OF THE CENTER LINE
 AN0218'OF STATE HIGHWAY 35, E OF A SMALL RAILROAD PARK E OF DIRT
 AN0218'ROAD AND IN LINE WITH TELEGRAPH LINE.  IT IS 150.1 FEET
 AN0218'S 79 DEG 27 MIN E FROM THE STATION, 32.0 FEET E OF
 AN0218'THE CENTER LINE OF DIRT ROAD AND 12.3 FEET W OF WIRE FENCE.
 AN0218'THE MONUMENT PROJECTS 0.5 FOOT.
 AN0218
 AN0218                          STATION RECOVERY (1941)
 AN0218
 AN0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 AN0218'IN PALACIOS.
 AN0218'AT PALACIOS, MATAGORDA COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD,
 AN0218'167 FEET NORTH OF THE STATION, AT THE CROSSING OF STATE HIGHWAY 35,
 AN0218'125 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET WEST OF THE
 AN0218'CENTER LINE OF THE MAIN TRACK, 12 FEET EAST OF A LINE OF TELEGRAPH
 AN0218'POLES, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AN0218'TRIANGULATION-STATION DISK, STAMPED PALACIOS SOUTH BASE 1931-34 AND
 AN0218'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN0218
 AN0218                          STATION RECOVERY (1947)
 AN0218
 AN0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN0218'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AN0218'AND IN GOOD CONDITION.
 AN0218
 AN0218                          STATION RECOVERY (1969)
 AN0218
 AN0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN0218'STATION SURFACE MARK WAS FOUND TO BE DESTROYED.  REFERENCE
 AN0218'MARKS NO. 1 AND NO. 2 WERE FOUND TO BE IN GOOD CONDITION.
 AN0218'A SURFACE STATION MARK WAS RE-MARKED IN THE PRECISE POSITION
 AN0218'OVER THE SUB-MARK, AND A NEW REFERENCE MARK SET.  A COMPLETE
 AN0218'DESCRIPTION FOLLOWS--STATION IS LOCATED IN THE TOWN OF PALACIOS
 AN0218'ALONG THE RAILROAD RIGH-OF-WAY, IN THE NORTHWEST ANGLE OF
 AN0218'MAIN STREET AND 6TH STREET.
 AN0218'
 AN0218'STATION MARKS ARE STANDARD DISKS SET IN CONCRETE.  THE SURFACE
 AN0218'DISK IS STAMPED PALACIOS SOUTH BASE 1931 1969.  SET IN A
 AN0218'12 IN X 12 IN CONCRETE POST WHICH IS 2 INCHES BELOW SURFACE
 AN0218'OF GROUND.  IT IS 126 FEET NORTH OF CENTER LINE OF MAIN
 AN0218'STREET, 115 FEET WEST OF CENTER LINE OF 6TH STREET, AND 27.5
 AN0218'FEET WEST OF THE WEST RAIL ROAD TRACK.  UNDERGROUND DISK,
 AN0218'STAMPED PALACIOS SOUTH BASE 1931, IS SET IN AN IRREGULAR
 AN0218'MASS OF CONCRETE 36 INCHES BELOW SURFACE OF GROUND.
 AN0218'
 AN0218'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED PALACIOS
 AN0218'S BASE 1931 34 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AN0218'PROJECTS 8 INCHES.  IT IS 91.6 FEET NORTH OF A POWER LINE
 AN0218'POLE, 59.0 FEET EAST OF CENTER LINE OF STREET, 27.8 FEET
 AN0218'WEST OF WEST RAIL OF RAILROAD TRACK, AND 1 FOOT SOUTH OF
 AN0218'A METAL WITNESS POST.
 AN0218'
 AN0218'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED PALACIOS S
 AN0218'BASE 1931 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AN0218'PROJECTS 8 INCHES ABOVE SURFACE OF GROUND.  IT IS 99.0 FEET
 AN0218'NORTH OF MAIN STREET, 31.5 FEET EAST OF 6TH STREET, AND
 AN0218'2 FEET NORTH OF A POWER LINE POLE.
 AN0218'
 AN0218'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED PALACIOS S
 AN0218'BASE 1931 NO 3 1969, IS CEMENTED IN A DRILL HOLE IS A
 AN0218'24 IN X 24 IN CONCRETE BLOCK WHICH PROJECTS 1 FOOT ABOVE SURFACE
 AN0218'OF GROUND.  IT IS 58.9 FEET WEST OF THE INTERSECTION OF 6TH
 AN0218'STREET AND WELCH STREET, 27.5 FEET EAST OF THE EAST RAIL
 AN0218'OF RAILROAD TRACKS, AND 30.3 FEET NORTHWEST OF A FIRE HYDRANT.
 AN0218'
 AN0218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PALACIOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2401 ***********************************************************************
 AN2401  PACS        -  This is a Primary Airport Control Station.
 AN2401  DESIGNATION -  PALAPORT
 AN2401  PID         -  AN2401
 AN2401  STATE/COUNTY-  TX/MATAGORDA
 AN2401  USGS QUAD   -  TURTLE BAY (1995)
 AN2401
 AN2401                         *CURRENT SURVEY CONTROL
 AN2401  ___________________________________________________________________
 AN2401* NAD 83(1993)-  28 43 29.29299(N)    096 15 09.77560(W)     ADJUSTED  
 AN2401* NAVD 88     -         3.71   (meters)      12.2    (feet)  GPS OBS   
 AN2401  ___________________________________________________________________
 AN2401  X           -    -609,650.498 (meters)                     COMP
 AN2401  Y           -  -5,564,242.160 (meters)                     COMP
 AN2401  Z           -   3,047,177.903 (meters)                     COMP
 AN2401  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AN2401  ELLIP HEIGHT-         -23.16  (meters)          (10/24/00) GPS OBS
 AN2401  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN2401
 AN2401  HORZ ORDER  -  B
 AN2401  ELLP ORDER  -  FOURTH    CLASS II
 AN2401
 AN2401.This mark is at Palacios Muni (PSX) Airport (PSX)
 AN2401
 AN2401.The horizontal coordinates were established by GPS observations
 AN2401.and adjusted by the National Geodetic Survey in February 1996..
 AN2401
 AN2401.The orthometric height was determined by GPS observations and a
 AN2401.high-resolution geoid model.
 AN2401
 AN2401.GPS derived orthometric heights for airport stations designated as
 AN2401.PACS or SACS are published to 2 decimal places.  This maintains
 AN2401.centimeter relative accuracy between the PACS and SACS.  It does
 AN2401.not indicate centimeter accuracy relative to other marks which are
 AN2401.part of the NAVD 88 network.
 AN2401
 AN2401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2401
 AN2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2401
 AN2401.The ellipsoidal height was determined by GPS observations
 AN2401.and is referenced to NAD 83.
 AN2401
 AN2401.The geoid height was determined by GEOID03.
 AN2401
 AN2401;                    North         East     Units Scale Factor Converg.
 AN2401;SPC TXSC     - 4,101,952.443   868,352.082   MT  0.99991952   +1 20 45.3
 AN2401;SPC TXSC     -13,457,822.31  2,848,918.46   sFT  0.99991952   +1 20 45.3
 AN2401;UTM  14      - 3,180,590.319   768,346.727   MT  1.00048876   +1 19 16.1
 AN2401
 AN2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2401!SPC TXSC     -   1.00000364  x   0.99991952  =   0.99992316
 AN2401!UTM  14      -   1.00000364  x   1.00048876  =   1.00049240
 AN2401
 AN2401:                Primary Azimuth Mark                     Grid Az
 AN2401:SPC TXSC     -  PALAPORT AZ MK                           133 45 44.2
 AN2401:UTM  14      -  PALAPORT AZ MK                           133 47 13.4
 AN2401
 AN2401|---------------------------------------------------------------------|
 AN2401| PID    Reference Object                     Distance      Geod. Az  |
 AN2401|                                                           dddmmss.s |
 AN2401| AN2402 PALAPORT AZ MK                      APPROX. 0.7 KM 1350629.5 |
 AN2401|---------------------------------------------------------------------|
 AN2401
 AN2401                          SUPERSEDED SURVEY CONTROL
 AN2401
 AN2401  ELLIP H (02/20/96)  -23.01   (m)                       GP(       ) 3 2
 AN2401  NAD 83(1993)-  28 43 29.29176(N)    096 15 09.78217(W) AD(       ) 3
 AN2401  ELLIP H (02/16/96)  -23.18   (m)                       GP(       ) 5 1
 AN2401  NAD 83(1986)-  28 43 29.30134(N)    096 15 09.74986(W) AD(       ) 3
 AN2401  NAD 27      -  28 43 28.37729(N)    096 15 08.90321(W) AD(       ) 3
 AN2401  NGVD 29 (12/08/88)    4.0    (m)           13.     (f) GPS OBS        
 AN2401
 AN2401.Superseded values are not recommended for survey control.
 AN2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2401.See file dsdata.txt to determine how the superseded data were derived.
 AN2401
 AN2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6834780590(NAD 83)
 AN2401_MARKER: I = METAL ROD
 AN2401_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2401_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2401_STAMPING: PALAPORT 1987
 AN2401_MARK LOGO: NGS   
 AN2401_PROJECTION: FLUSH
 AN2401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2401+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1995
 AN2401_ROD/PIPE-DEPTH: 9.0  meters
 AN2401_SLEEVE-DEPTH  : 0.91 meters
 AN2401
 AN2401  HISTORY     - Date     Condition        Report By
 AN2401  HISTORY     - 1987     MONUMENTED       NGS
 AN2401  HISTORY     - 19880526 GOOD
 AN2401  HISTORY     - 19950125 GOOD             NGS
 AN2401
 AN2401                          STATION DESCRIPTION
 AN2401
 AN2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AN2401'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI)  NORTH-NORTHWEST OF
 AN2401'PALACIOS AT THE PALACIOS MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF
 AN2401'PALACIOS C/O LEONARD LAMAR, P.O. BOX GG, PALACIOS TX.  TELEPHONE
 AN2401'NUMBER 512-972-3128.  CONTACT JACK BAKER AT TELEPHONE NUMBER
 AN2401'512-972-3128 IF GATE IS LOCKED.
 AN2401'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND STATE
 AN2401'HIGHWAY BUSINESS ROUTE 35, ABOUT 3 KM (1.85 MI) NORTHWEST OF
 AN2401'PALACIOS.  GO WEST ON STATE HIGHWAY 35 FOR 1.5 KM (0.95 MI) TO A ROAD
 AN2401'RIGHT.  TURN RIGHT, NORTHEAST TO A GATE.  PASS THRU THE GATE,
 AN2401'CONTINUING NORTHEAST, ACROSS THE APRON FOR 0.2 KM (0.10 MI)  TO THE
 AN2401'STATION ON THE RIGHT, AT THE EAST ANGLE OF THE TAXIWAY AND THE
 AN2401'MID-FIELD CROSSOVER.
 AN2401'THE MARK IS SET 22.4 M (73.5 FT) METERS SOUTHEAST OF THE CENTERLINE OF
 AN2401'THE CROSSOVER, AND 19.1 M (62.7 FT) NORTHEAST OF THE TAXIWAY.
 AN2401'ACCESS OF THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2401'DESCRIBED BY B.L.L.
 AN2401
 AN2401                          STATION RECOVERY (1988)
 AN2401
 AN2401'RECOVERED 1988
 AN2401'RECOVERED IN GOOD CONDITION.
 AN2401
 AN2401                          STATION RECOVERY (1995)
 AN2401
 AN2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2401'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTH-NORTHWEST OF
 AN2401'PALACIOS AT THE PALACIOS AIRPORT.  OWNERSHIP--VECTOR AVIATION, JOHN J.
 AN2401'DOMAN.  PRESIDENT.  HC 02, BOX 57, PALACIOS, TX 77465.  PHONE (512)
 AN2401'972-2400.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 AN2401'AND STATE HIGHWAY BUSINESS ROUTE 35, ABOUT 3.O KM NORTHWEST OF
 AN2401'PALACIOS.  GO WEST ON STATE HIGHWAY 35 FOR 1.5 KM (0.95 MI) TO A ROAD
 AN2401'RIGHT.  TURN RIGHT, NORTHEAST TO A GATE.  PASS THRU THE GATE
 AN2401'CONTINUING NORTHEAST ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO THE
 AN2401'STATION ON THE RIGHT, AT THE EAST ANGLE OF THE PARALLEL TAXIWAY AND
 AN2401'MID-FIELD CONNECTING TAXIWAY.  THE STATION IS LOCATED 22.4 M (73.5 FT)
 AN2401'SOUTHEAST OF THE CENTERLINE OF THE CONNECTING TAXIWAY, AND 19.1 M
 AN2401'(62.7 FT) NORTHEAST OF THE PARALLEL TAXIWAY.  THIS IS A PAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2402 ***********************************************************************
 AN2402  SACS        -  This is a Secondary Airport Control Station.
 AN2402  DESIGNATION -  PALAPORT AZ MK
 AN2402  PID         -  AN2402
 AN2402  STATE/COUNTY-  TX/MATAGORDA
 AN2402  USGS QUAD   -  PALACIOS (1995)
 AN2402
 AN2402                         *CURRENT SURVEY CONTROL
 AN2402  ___________________________________________________________________
 AN2402* NAD 83(1993)-  28 43 12.96925(N)    096 14 51.32811(W)     ADJUSTED  
 AN2402* NAVD 88     -         3.87   (meters)      12.7    (feet)  GPS OBS   
 AN2402  ___________________________________________________________________
 AN2402  X           -    -609,179.151 (meters)                     COMP
 AN2402  Y           -  -5,564,536.885 (meters)                     COMP
 AN2402  Z           -   3,046,737.272 (meters)                     COMP
 AN2402  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AN2402  ELLIP HEIGHT-         -22.99  (meters)          (05/01/01) GPS OBS
 AN2402  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN2402
 AN2402  HORZ ORDER  -  FIRST
 AN2402  ELLP ORDER  -  FOURTH    CLASS II
 AN2402
 AN2402.This mark is at Palacios Muni (PSX) Airport (PSX)
 AN2402
 AN2402.The horizontal coordinates were established by GPS observations
 AN2402.and adjusted by the National Geodetic Survey in January 1997..
 AN2402
 AN2402.The orthometric height was determined by GPS observations and a
 AN2402.high-resolution geoid model.
 AN2402
 AN2402.GPS derived orthometric heights for airport stations designated as
 AN2402.PACS or SACS are published to 2 decimal places.  This maintains
 AN2402.centimeter relative accuracy between the PACS and SACS.  It does
 AN2402.not indicate centimeter accuracy relative to other marks which are
 AN2402.part of the NAVD 88 network.
 AN2402
 AN2402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2402
 AN2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2402
 AN2402.The ellipsoidal height was determined by GPS observations
 AN2402.and is referenced to NAD 83.
 AN2402
 AN2402.The geoid height was determined by GEOID03.
 AN2402
 AN2402;                    North         East     Units Scale Factor Converg.
 AN2402;SPC TXSC     - 4,101,461.841   868,864.351   MT  0.99992035   +1 20 54.4
 AN2402;SPC TXSC     -13,456,212.72  2,850,599.12   sFT  0.99992035   +1 20 54.4
 AN2402;UTM  14      - 3,180,099.215   768,859.076   MT  1.00049216   +1 19 24.3
 AN2402
 AN2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2402!SPC TXSC     -   1.00000361  x   0.99992035  =   0.99992396
 AN2402!UTM  14      -   1.00000361  x   1.00049216  =   1.00049577
 AN2402
 AN2402:                Primary Azimuth Mark                     Grid Az
 AN2402:SPC TXSC     -  PALAPORT                                 313 45 44.0
 AN2402:UTM  14      -  PALAPORT                                 313 47 14.1
 AN2402
 AN2402|---------------------------------------------------------------------|
 AN2402| PID    Reference Object                     Distance      Geod. Az  |
 AN2402|                                                           dddmmss.s |
 AN2402| AN2401 PALAPORT                            APPROX. 0.7 KM 3150638.4 |
 AN2402|---------------------------------------------------------------------|
 AN2402
 AN2402                          SUPERSEDED SURVEY CONTROL
 AN2402
 AN2402  ELLIP H (01/31/97)  -22.84   (m)                       GP(       ) 4 2
 AN2402  NAD 83(1993)-  28 43 12.96815(N)    096 14 51.33477(W) AD(       ) 3
 AN2402  ELLIP H (02/16/96)  -22.99   (m)                       GP(       ) 5 1
 AN2402  ELLIP H (01/21/93)  -23.20   (m)                       GP(       ) 4 2
 AN2402  NAD 83(1986)-  28 43 12.97775(N)    096 14 51.30246(W) AD(       ) 3
 AN2402  NAD 27      -  28 43 12.05312(N)    096 14 50.45639(W) AD(       ) 3
 AN2402  NGVD 29 (12/08/88)    4.2    (m)           14.     (f) GPS OBS        
 AN2402
 AN2402.Superseded values are not recommended for survey control.
 AN2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2402.See file dsdata.txt to determine how the superseded data were derived.
 AN2402
 AN2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6885980099(NAD 83)
 AN2402_MARKER: I = METAL ROD
 AN2402_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2402_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2402_STAMPING: PALAPORT AZ MK 1987
 AN2402_MARK LOGO: NGS   
 AN2402_PROJECTION: RECESSED 5 CENTIMETERS
 AN2402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2402+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1995
 AN2402_ROD/PIPE-DEPTH: 9.0  meters
 AN2402_SLEEVE-DEPTH  : 1.0 meters
 AN2402
 AN2402  HISTORY     - Date     Condition        Report By
 AN2402  HISTORY     - 1987     MONUMENTED       NGS
 AN2402  HISTORY     - 19880526 GOOD
 AN2402  HISTORY     - 19950125 GOOD             NGS
 AN2402
 AN2402                          STATION DESCRIPTION
 AN2402
 AN2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AN2402'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH-NORTHWEST OF
 AN2402'PALACIOS AT THE PALACIOS MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF
 AN2402'PALACIOS C/O LEONARD LAMAR, P.O. BOX GG, PALACIOS TX.  TELEPHONE
 AN2402'NUMBER 512-972-3128.  CONTACT JACK BAKER AT TELEPHONE NUMBER
 AN2402'512-972-3128 IF GATE IS LOCKED.
 AN2402'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND STATE
 AN2402'HIGHWAY BUSINESS ROUTE 35, ABOUT 3 KM (1.85 MI) NORTHWEST OF
 AN2402'PALACIOS.  GO WEST ON STATE HIGHWAY 35 FOR 1.5 KM (0.95 MI) TO A ROAD
 AN2402'RIGHT.  TURN RIGHT, NORTHEAST TO A GATE.  PASS THRU THE GATE,
 AN2402'CONTINUING NORTHEAST, ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO A
 AN2402'NORTHWEST-SOUTHEAST TAXIWAY. TURN RIGHT, SOUTHEAST ON THE TAXIWAY FOR
 AN2402'0.7 KM (0.45 MI) TO THE AZIMUTH MARK ON THE LEFT, IN A GRASS AREA,
 AN2402'SOUTH OF A CROSSOVER, BETWEEN THE TAXIWAY AND THE RUNWAY.
 AN2402'THE STATION IS SET 25.0 M (82.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AN2402'CROSSOVER, 24.2 M (79.4 FT) WEST-SOUTHWEST OF A METAL DRAIN AND 20.3
 AN2402'M (66.6 FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY.
 AN2402'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2402'DESCRIBED BY B.L.L.
 AN2402
 AN2402                          STATION RECOVERY (1988)
 AN2402
 AN2402'RECOVERED 1988
 AN2402'RECOVERED IN GOOD CONDITION.
 AN2402
 AN2402                          STATION RECOVERY (1995)
 AN2402
 AN2402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2402'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTH-NORTHWEST OF
 AN2402'PALACIOS AT THE PALACIOS AIRPORT.  OWNERSHIP--VECTOR AVIATION, JOHN J.
 AN2402'DOMAN.  PRESIDENT.  HC 02, BOX 57, PALACIOS, TX 77465.  PHONE (512)
 AN2402'972-2400.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 AN2402'AND STATE HIGHWAY BUSINESS ROUTE 35, ABOUT 3.O KM NORTHWEST OF
 AN2402'PALACIOS.  GO WEST ON STATE HIGHWAY 35 FOR 1.5 KM (0.95 MI) TO A ROAD
 AN2402'RIGHT.  TURN RIGHT, NORTHEAST TO A GATE.  PASS THRU THE GATE
 AN2402'CONTINUING NORTHEAST ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO A
 AN2402'PARALLEL TAXIWAY.  TURN RIGHT, SOUTHEAST ON THE PARALLEL TAXIWAY FOR
 AN2402'0.7 KM (0.45 MI) TO THE STATION ON THE LEFT IN THE GRASS MEDIAN
 AN2402'BETWEEN THE PARALLEL TAXIWAY AND THE RUNWAY AND SOUTH OF A CONNECTING
 AN2402'TAXIWAY.  THE STATION IS LOCATED 25.0 M (82.0 FT) SOUTHEAST OF THE
 AN2402'CENTERLINE OF THE CONNECTING TAXIWAY, 24.2 M (79.4 FT) WEST-SOUTHWEST
 AN2402'OF A METAL DRAIN AND 20.3 M (66.6 FT) NORTHEAST OF THE CENTERLINE OF
 AN2402'THE PARALLEL TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2085 ***********************************************************************
 BY2085  DESIGNATION -  PALESTINE
 BY2085  PID         -  BY2085
 BY2085  STATE/COUNTY-  TX/ANDERSON
 BY2085  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2085
 BY2085                         *CURRENT SURVEY CONTROL
 BY2085  ___________________________________________________________________
 BY2085* NAD 83(1993)-  31 45 30.59198(N)    095 38 46.08414(W)     ADJUSTED  
 BY2085* NAVD 88     -       160.264  (meters)     525.80   (feet)  ADJUSTED  
 BY2085  ___________________________________________________________________
 BY2085  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 BY2085  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2085  DYNAMIC HT  -         160.069 (meters)     525.16  (feet)  COMP
 BY2085  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 BY2085
 BY2085  HORZ ORDER  -  FIRST
 BY2085  VERT ORDER  -  FIRST     CLASS II
 BY2085
 BY2085.The horizontal coordinates were established by classical geodetic methods
 BY2085.and adjusted by the National Geodetic Survey in February 1996..
 BY2085
 BY2085.The orthometric height was determined by differential leveling
 BY2085.and adjusted by the National Geodetic Survey in June 1991..
 BY2085.WARNING-Repeat measurements at this control monument indicate possible
 BY2085.vertical movement.
 BY2085
 BY2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2085
 BY2085.The geoid height was determined by GEOID03.
 BY2085
 BY2085.The dynamic height is computed by dividing the NAVD 88
 BY2085.geopotential number by the normal gravity value computed on the
 BY2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2085.degrees latitude (g = 980.6199 gals.).
 BY2085
 BY2085.The modeled gravity was interpolated from observed gravity values.
 BY2085
 BY2085;                    North         East     Units Scale Factor Converg.
 BY2085;SPC TX C     - 3,241,252.061 1,143,919.907   MT  0.99996885   +2 24 51.1
 BY2085;SPC TX C     -10,634,007.80  3,753,010.56   sFT  0.99996885   +2 24 51.1
 BY2085;UTM  15      - 3,516,715.098   249,365.521   MT  1.00037481   -1 23 36.6
 BY2085
 BY2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2085!SPC TX C     -   0.99997896  x   0.99996885  =   0.99994782
 BY2085!UTM  15      -   0.99997896  x   1.00037481  =   1.00035377
 BY2085
 BY2085|---------------------------------------------------------------------|
 BY2085| PID    Reference Object                     Distance      Geod. Az  |
 BY2085|                                                           dddmmss.s |
 BY2085| BY2767 PALESTINE MUNICIPAL TANK             20.243 METERS 03301     |
 BY2085| BY2769 PALESTINE MO PAC RR CO FLAT TK      APPROX. 0.8 KM 0660832.8 |
 BY2085| BY2083 PALESTINE AZ MK                                    0663119.6 |
 BY2085| BY2772 PALESTINE ANDERSON COURTHOUSE       APPROX. 2.0 KM 0692204.3 |
 BY2085| BY2086 PALESTINE RM 1                       37.289 METERS 09018     |
 BY2085| BY2087 PALESTINE RM 2                       64.093 METERS 17853     |
 BY2085|---------------------------------------------------------------------|
 BY2085
 BY2085                          SUPERSEDED SURVEY CONTROL
 BY2085
 BY2085  NAD 83(1986)-  31 45 30.60255(N)    095 38 46.06791(W) AD(       ) 1
 BY2085  NAD 27      -  31 45 29.98700(N)    095 38 45.23600(W) AD(       ) 1
 BY2085  NGVD 29 (??/??/92)  160.216  (m)          525.64   (f) ADJ UNCH    1 2
 BY2085
 BY2085.Superseded values are not recommended for survey control.
 BY2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2085.See file dsdata.txt to determine how the superseded data were derived.
 BY2085
 BY2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4936616715(NAD 83)
 BY2085_MARKER: DS = TRIANGULATION STATION DISK
 BY2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2085_STAMPING: PALESTINE 1935
 BY2085_MARK LOGO: CGS   
 BY2085_PROJECTION: PROJECTING 15 CENTIMETERS
 BY2085_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2085+STABILITY: SURFACE MOTION
 BY2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2085+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1997
 BY2085
 BY2085  HISTORY     - Date     Condition        Report By
 BY2085  HISTORY     - 1935     MONUMENTED       CGS
 BY2085  HISTORY     - 1952     GOOD             CGS
 BY2085  HISTORY     - 1955     GOOD             CGS
 BY2085  HISTORY     - 1960     GOOD             NGS
 BY2085  HISTORY     - 1969     GOOD             CGS
 BY2085  HISTORY     - 1969     GOOD             NGS
 BY2085  HISTORY     - 1980     GOOD             NGS
 BY2085  HISTORY     - 19971017 GOOD             NGS
 BY2085  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2085
 BY2085                          STATION DESCRIPTION
 BY2085
 BY2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY2085'THIS STATION IS LOCATED ON THE W EDGE OF THE CITY OF PALESTINE
 BY2085'ON PROPERTY OWNED BY THE CITY AND OCCUPIED BY THE MUNICIPAL
 BY2085'TANK.  THE MARK IS SET 66.41 FEET SW OF THE TANK, 42 FEET
 BY2085'E OF THE CENTER LINE OF THE DRIVEWAY ON THE W EDGE OF THE
 BY2085'LOT, 30 FEET SW OF THE FENCE AROUND THE TANK, ABOUT 200
 BY2085'FEET N OF INTERSECTION OF DRIVEWAYS.  THE MARK PROJECTS
 BY2085'8 INCHES.
 BY2085'
 BY2085'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2085'BRONZE DISKS SET IN CONCRETE.
 BY2085'
 BY2085'REFERENCE MARK NO. 1 IS ESE OF THE STATION NEAR THE CENTER
 BY2085'OF A SMALL TRIANGLE FORMED BY LANE AND DRIVEWAYS LEADING
 BY2085'TO NEGRO SHACKS.  MARK PROJECTS 11 INCHES.  REFERENCE MARK
 BY2085'NO. 2 IS S OF THE STATION ON THE W EDGE OF THE RIGHT-OF-WAY
 BY2085'OF ROAD.  IT IS 24 FEET W OF THE CENTER LINE OF THE ROAD,
 BY2085'ABOUT 100 FEET N OF CREST OF HILL, 10 FEET S OF LANE LEADING
 BY2085'SW TO NEGRO SHACKS.  MARK PROJECTS 11 INCHES.
 BY2085'
 BY2085'AZIMUTH MARK IS NE OF THE STATION ON PROPERTY OF THE MISSOURI
 BY2085'PACIFIC RAILROAD COMPANY.  IT IS SET ON A SMALL HUMP 23 FEET
 BY2085'S OF THE SW LEG OF THE RAILROAD TANK, 54 FEET N OF THE N
 BY2085'RAIL OF SIDE-TRACK, 72 FEET S OF THE CENTER LINE OF E-W
 BY2085'STREET.  MARK PROJECTS 8 INCHES.
 BY2085'
 BY2085'A LIGHT 110 FEET ABOVE STATION U.S.E.D.B.M. 516 COMES INTO
 BY2085'VIEW 10 FEET ABOVE THE GROUND.
 BY2085'
 BY2085'A LIGHT 60 FEET ABOVE STATION LEE IS VISIBLE FROM THE GROUND.
 BY2085'
 BY2085'A LIGHT 100 FEET ABOVE STATION JOHNSON IS VISIBLE FROM THE
 BY2085'GROUND.
 BY2085'
 BY2085'A 77-FOOT TOWER WAS USED.
 BY2085
 BY2085                          STATION RECOVERY (1952)
 BY2085
 BY2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WFH)
 BY2085'0.75 MI. SW ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BY2085'FROM THE STATION AT PALESTINE, THENCE 0.1 MI.N ALONG NORTH
 BY2085'TEXAS STREET, THENCE 0.1 MI. W ALONG WEST HAMLETT STREET,
 BY2085'AT THE CITY WATER TOWER, 42 FT. SW OF THE SW CORNER OF THE
 BY2085'SW CONCRETE FOOTING OF THE WATER TOWER, 13.8 FT. NW OF THE
 BY2085'NW CORNER OF A SMALL HOUSE, 42.3 FT. E OF THE CENTERLINE
 BY2085'OF A N-S GRAVELED STREET, A TRIANGULATION-STATION DISK, SET
 BY2085'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FT. ABOVE
 BY2085'THE GROUND, AND STAMPED PALESTINE 1935.
 BY2085'
 BY2085'REFERENCE MARK 1 IS 195 FT. E OF THE TRIANGULATION STATION,
 BY2085'75 FT. SE OF THE SE CORNER OF THE CONCRETE FOOTING OF THE
 BY2085'SE LEG OF THE WATER TOWER, 2 FT. S OF THE SW CORNER OF A
 BY2085'SMALL HOUSE, A REFERENCE-MARK DISK, SET IN THE TOP OF A
 BY2085'CONCRETE POST WHICH PROJECTS 2.5 FT. ABOVE THE GROUND, AND
 BY2085'STAMPED PALESTINE NO 1 1935 (1.5 FT. OF DIRT HAS BEEN REMOVED
 BY2085'FROM AROUND THIS POST).
 BY2085'
 BY2085'REFERENCE MARK 2 IS 195 FT. S OF THE TRIANGULATION STATION,
 BY2085'240 FT. S OF THE CENTER OF THE WATER TOWER, 22 FT. W OF
 BY2085'THE CENTERLINE OF A N-S GRAVELED STREET, 45 FT. SE OF THE
 BY2085'SE CORNER OF A SMALL HOUSE, 1 FT. W OF A WITNESS POST, A
 BY2085'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 BY2085'PROJECTS 1.0 FT. ABOVE THE GROUND, AND STAMPED PALESTINE
 BY2085'NO 2 1935.
 BY2085'
 BY2085'AZIMUTH MARK IS 0.65 MI. NE OF THE TRIANGULATION STATION,
 BY2085'23 FT. S OF THE SW LEG OF THE RAILROAD WATER TOWER, 60 FT.
 BY2085'N OF THE N RAIL OF THE MAIN TRACK OF THE INTERNATIONAL AND
 BY2085'GREAT NORTHERN RAILROAD, 72 FT. S OF THE CENTERLINE OF WEST
 BY2085'SPRING STREET, 3 FT. W OF A WITNESS POST, A REFERENCE-MARK
 BY2085'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BY2085'FT. ABOVE GROUND, AND STAMPED PALESTINE 1935 AZIMUTH.
 BY2085
 BY2085                          STATION RECOVERY (1955)
 BY2085
 BY2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BY2085'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 BY2085'CONDITION AS DESCRIBED.  REFERENCE MARK 2 WAS FOUND PULLED
 BY2085'OUT OF THE GROUND.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 BY2085'CONDITION.  REFERENCE MARK 1 IS NOT VISIBLE FROM THE STATION
 BY2085'BECAUSE OF A SMALL RESIDENCE IN THE LINE.  THE LINE TO THE
 BY2085'AZIMUTH MARK IS NOW OBSTRUCTED AT BOTH ENDS OF THE LINE.
 BY2085'
 BY2085'THE STATION IS IN THE W PART OF PALESTINE, IN THE N EDGE
 BY2085'OF THE FRONT LAWN OF A SMALL RESIDENCE, ABOUT 66.41 FT. SW
 BY2085'OF THE MUNICIPAL TANK, 12 FT. NW OF THE CORNER OF A SMALL
 BY2085'HOUSE, 15 FT. S OF A POWER POLE, AND 35 FT. E OF THE CENTERLINE
 BY2085'OF A NARROW ROAD WHICH CIRCLES THE W SIDE OF THE HILL AND
 BY2085'TANK.  THE TANK IS NOW SURROUNDED BY A COLORED RESIDENTIAL
 BY2085'SECTION.  THERE ARE NO OBJECTS VISIBLE FROM THE STATION
 BY2085'THAT CAN BE USED FOR AN AZIMUTH MARK.
 BY2085'
 BY2085'REFERENCE MARK 1 IS 122.34 FT. E-SE OF THE STATION, AT THE
 BY2085'SW CORNER OF THE FIRST HOUSE E OF THE HOUSE AT THE STATION,
 BY2085'NOT VISIBLE FROM THE STATION, A STANDARD DISK, SET IN A
 BY2085'CONCRETE MONUMENT WHICH PROJECTS ABOUT 18 IN.
 BY2085'
 BY2085'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PALESTINE 1935
 BY2085'NO 3 1955 AND SET IN THE SW CORNER OF THE NW ONE OF EIGHT
 BY2085'PIERS UNDER THE TANK.
 BY2085'
 BY2085'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PALESTINE 1935
 BY2085'NO 4 1955 AND SET IN THE SW CORNER OF THE SW CONCRETE PIER
 BY2085'UNDER THE TANK.
 BY2085'
 BY2085'THE TANK IS SURROUNDED BY A HIGH WIRE FENCE AND A LOCKED
 BY2085'GATE.  THE KEY TO THE GATE CAN BE OBTAINED BY CALLING AT
 BY2085'THE OFFICE OF THE CITY MANAGER IN THE CITY OF PALESTINE
 BY2085'MUNICIPAL BUILDING.
 BY2085
 BY2085                          STATION RECOVERY (1960)
 BY2085
 BY2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY2085'IN PALESTINE.
 BY2085'ABOUT 0.75 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY2085'THE STATION AT PALESTINE TO THE SAN JACINTO STREET CROSSING, THENCE
 BY2085'0.15 MILE NORTHWEST ALONG NORTH TEXAS AVENUE, THENCE 0.1 MILE
 BY2085'SOUTHWEST ALONG WEST HAMLETT STREET TO A WATER TANK (ELEVATED), 65
 BY2085'YARDS SOUTHWEST OF THE CENTER LINE OF WEST HAMLETT STREET, 42 FEET
 BY2085'SOUTHWEST OF THE SOUTHWEST CONCRETE FOOTING OF THE WATER TANK, 41 FEET
 BY2085'EAST OF THE CENTER LINE OF WEST BURKITT STREET, 13 1/2 FEET WEST OF
 BY2085'THE WEST CORNER OF A SMALL HOUSE, 16 FEET SOUTHEAST OF A POWER POLE,
 BY2085'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF WEST BURKITT STREET, IN THE TOP OF
 BY2085'A CONCRETE POST PROJECTING 10 INCHES.  122.3 FEET WEST OF PALESTINE
 BY2085'R.M. 1.
 BY2085
 BY2085                          STATION RECOVERY (1969)
 BY2085
 BY2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BY2085'THE STATION MARK, REFERENCE MARK 1, 3 AND 4 WERE FOUND AS
 BY2085'DESCRIBED AND IN GOOD CONDITION.  THE STATION MARK IS SURROUNDED
 BY2085'BY A PLUM TREE AND PERMISSION COULD NOT BE OBTAINED TO CUT
 BY2085'IT TO OCCUPY FOR ANGLE BETWEEN REFERENCE MARKS.  REFERENCE
 BY2085'MARK 1 IS IN POOR CONDITION AND WILL SOON BE DESTROYED BY
 BY2085'EROSION OF SOIL AROUND IT.  IT IS STILL OBSTRUCTED FROM THE
 BY2085'STATION BY A HOUSE.  THE AZIMUTH MARK IS STILL IN PLACE
 BY2085'ACCORDING TO MR. J.B. KENNEDY WHO OWNS THE SCRAP IRON YARD
 BY2085'WHERE THE MARK IS LOCATED BUT COVERED BY A LOT OF SCRAP.
 BY2085'
 BY2085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PALESTINE
 BY2085
 BY2085                          STATION RECOVERY (1969)
 BY2085
 BY2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BY2085'RECOVERED IN GOOD CONDITION.
 BY2085
 BY2085                          STATION RECOVERY (1980)
 BY2085
 BY2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2085'IN PALESTINE, AT THE JUNCTION OF WEST HAMLETT STREET AND FUTURE
 BY2085'STREET, AT A LARGE ELEVATED WATER TANK, 59.4 M. (195 FT.) SOUTHWEST OF
 BY2085'THE CENTERLINE OF HAMLETT STREET, 12.8 M. (42.0 FT.) SOUTHWEST OF THE
 BY2085'SOUTHWEST CONCRETE FOOTING OF THE WATER TANK, 12.5 M. (41.0 FT.) EAST
 BY2085'OF THE CENTERLINE OF FUTURE STREET, 4.1 M. (13.6 FT.) WEST OF THE WEST
 BY2085'CORNER OF A SMALL HOUSE, 4.8 M. (16.0 FT.) SOUTHEAST OF POWERLINE POLE
 BY2085'NUMBER 4, 37.2 M. (122 FT.) WEST OF PALESTINE RM 1.
 BY2085'THE MARK IS 0.8 M ABOVE THE STREET.
 BY2085
 BY2085                          STATION RECOVERY (1997)
 BY2085
 BY2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2085'IN PALESTINE, AT THE INTERSECTION OF HAMLET AND FUTURE STREETS, 66.9 M
 BY2085'(219.5 FT) SOUTH OF THE CENTER OF HAMLET STREET, 18.9 M (62.0 FT)
 BY2085'SOUTH-SOUTHWEST OF REFERENCE MARK 3, 12.5 M (41.0 FT) SOUTHWEST OF
 BY2085'REFERENCE MARK 4, 9.4 M (30.8 FT) SOUTHWEST OF A CHAIN-LINK FENCE
 BY2085'ENCLOSING THE PALESTINE MUNICIPAL WATER TOWER, 8.5 M (27.9 FT) EAST OF
 BY2085'THE CENTER OF FUTURE STREET, 4.3 M (14.1 FT) NORTHWEST OF THE
 BY2085'NORTHWEST CORNER OF HOUSE NUMBER 522, 1.7 M (5.6 FT) SOUTH OF THE
 BY2085'CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) ABOVE THE LEVEL OF FUTURE STREET,
 BY2085'AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 BY2085
 BY2085                          STATION RECOVERY (2002)
 BY2085
 BY2085'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2772 ***********************************************************************
 BY2772  DESIGNATION -  PALESTINE ANDERSON COURTHOUSE
 BY2772  PID         -  BY2772
 BY2772  STATE/COUNTY-  TX/ANDERSON
 BY2772  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2772
 BY2772                         *CURRENT SURVEY CONTROL
 BY2772  ___________________________________________________________________
 BY2772* NAD 83(1993)-  31 45 53.72302(N)    095 37 34.15940(W)     ADJUSTED  
 BY2772* NAVD 88     -                                                        
 BY2772  ___________________________________________________________________
 BY2772  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 BY2772  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2772
 BY2772  HORZ ORDER  -  THIRD
 BY2772
 BY2772.The horizontal coordinates were established by classical geodetic methods
 BY2772.and adjusted by the National Geodetic Survey in February 1996..
 BY2772
 BY2772
 BY2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2772
 BY2772.The geoid height was determined by GEOID03.
 BY2772
 BY2772;                    North         East     Units Scale Factor Converg.
 BY2772;SPC TX C     - 3,242,043.753 1,145,780.843   MT  0.99997034   +2 25 28.1
 BY2772;SPC TX C     -10,636,605.21  3,759,115.98   sFT  0.99997034   +2 25 28.1
 BY2772;UTM  15      - 3,517,381.728   251,275.686   MT  1.00036305   -1 22 59.6
 BY2772
 BY2772                          SUPERSEDED SURVEY CONTROL
 BY2772
 BY2772  NAD 83(1986)-  31 45 53.73328(N)    095 37 34.14418(W) AD(       ) 4
 BY2772  NAD 27      -  31 45 53.11500(N)    095 37 33.32700(W) AD(       ) 3
 BY2772
 BY2772.Superseded values are not recommended for survey control.
 BY2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2772.See file dsdata.txt to determine how the superseded data were derived.
 BY2772
 BY2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR5127617382(NAD 83)
 BY2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2772+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BY2772
 BY2772  HISTORY     - Date     Condition        Report By
 BY2772  HISTORY     - 1935     FIRST OBSERVED   CGS
 BY2772  HISTORY     - 1935     GOOD             CGS
 BY2772  HISTORY     - 20020824 GOOD             USPSQD
 BY2772
 BY2772                          STATION DESCRIPTION
 BY2772
 BY2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY2772'THIS STATION IS THE BASE OF THE STATUE OF JUSTICE ON THE DOME
 BY2772'OF THE ANDERSON COUNTY COURTHOUSE IN PALESTINE.  THE BUILDING
 BY2772'IS SQUARE, SURROUNDED BY COLUMNS OF IONIC DESIGN.  IT IS
 BY2772'SURMOUNTED BY A WHITE DOME ON TOP OF WHICH IS A CAP-LIKE
 BY2772'STRUCTURE PAINTED BLACK WHICH SERVES AS A BASE FOR THE STATUE.
 BY2772'THE BUILDING IS IN THE E PART OF TOWN AND IS VERY PROMINENT.
 BY2772'
 BY2772'THIS IS THE SAME STATION WHICH WAS CALLED STATUE ON COURTHOUSE,
 BY2772'PALESTINE IN 1919 BY C.L.G.
 BY2772
 BY2772                          STATION RECOVERY (1935)
 BY2772
 BY2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2772'THIS STATUE IS UNCHANGED SINCE 1919.
 BY2772
 BY2772                          STATION RECOVERY (2002)
 BY2772
 BY2772'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2083 ***********************************************************************
 BY2083  DESIGNATION -  PALESTINE AZ MK
 BY2083  PID         -  BY2083
 BY2083  STATE/COUNTY-  TX/ANDERSON
 BY2083  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2083
 BY2083                         *CURRENT SURVEY CONTROL
 BY2083  ___________________________________________________________________
 BY2083* NAD 83(1986)-  31 45 41.     (N)    095 38 19.     (W)     SCALED    
 BY2083* NAVD 88     -       153.242  (meters)     502.76   (feet)  ADJUSTED  
 BY2083  ___________________________________________________________________
 BY2083  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2083  DYNAMIC HT  -         153.055 (meters)     502.15  (feet)  COMP
 BY2083  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 BY2083
 BY2083  VERT ORDER  -  FIRST     CLASS II
 BY2083
 BY2083.The horizontal coordinates were scaled from a topographic map and have
 BY2083.an estimated accuracy of +/- 6 seconds.
 BY2083
 BY2083.The orthometric height was determined by differential leveling
 BY2083.and adjusted by the National Geodetic Survey in June 1991..
 BY2083
 BY2083.The geoid height was determined by GEOID03.
 BY2083
 BY2083.The dynamic height is computed by dividing the NAVD 88
 BY2083.geopotential number by the normal gravity value computed on the
 BY2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2083.degrees latitude (g = 980.6199 gals.).
 BY2083
 BY2083.The modeled gravity was interpolated from observed gravity values.
 BY2083
 BY2083;                    North         East    Units  Estimated Accuracy
 BY2083;SPC TX C     - 3,241,600.    1,144,620.      MT  (+/- 180 meters Scaled)
 BY2083
 BY2083                          SUPERSEDED SURVEY CONTROL
 BY2083
 BY2083  NGVD 29 (??/??/92)  153.197  (m)          502.61   (f) ADJ UNCH    1 2
 BY2083
 BY2083.Superseded values are not recommended for survey control.
 BY2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2083.See file dsdata.txt to determine how the superseded data were derived.
 BY2083
 BY2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR500170(NAD 83)
 BY2083_MARKER: DZ = AZIMUTH MARK DISK
 BY2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2083_STAMPING: PALESTINE 1935 AZIMUTH
 BY2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2083+STABILITY: SURFACE MOTION
 BY2083
 BY2083  HISTORY     - Date     Condition        Report By
 BY2083  HISTORY     - 1935     MONUMENTED       CGS
 BY2083  HISTORY     - 1960     GOOD             NGS
 BY2083  HISTORY     - 1969     GOOD             NGS
 BY2083  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2083  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2083
 BY2083                          STATION DESCRIPTION
 BY2083
 BY2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2083'IN PALESTINE.
 BY2083'ABOUT 0.3 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2083'STATION AT PALESTINE, 155 FEET WEST OF THE EXTENDED CENTER LINE OF
 BY2083'NORTH HOWARD AVENUE, 99 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BY2083'CANTILEVER SIGNAL NO. 0.5, 70 FEET NORTH OF THE NORTH RAIL, 74 FEET
 BY2083'SOUTH OF THE CENTER LINE OF WEST SPRING STREET, 71 FEET EAST OF THE
 BY2083'EAST WALL OF A CORRUGATED METAL BUILDING, 42 FEET WEST OF THE WEST
 BY2083'WALL OF AN OLD WOODEN FRAME BUILDING, 34 FEET NORTH OF THE NORTH WALL
 BY2083'OF 6 X 6 FT. ALUMINUM RAILROAD COMMUNICATIONS BUILDING, ON THE TOP OF
 BY2083'A SMALL MOUND IN AN AREA COVERED WITH SCRAP METAL, ABOUT 12 FEET ABOVE
 BY2083'THE LEVEL OF THE TRACKS, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 BY2083'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- COVERED
 BY2083'W/ SCRAP METAL.
 BY2083
 BY2083                          STATION RECOVERY (1969)
 BY2083
 BY2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BY2083'RECOVERED IN GOOD CONDITION.
 BY2083
 BY2083                          STATION RECOVERY (1980)
 BY2083
 BY2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2083'MARK NOT FOUND.
 BY2083
 BY2083                          STATION RECOVERY (2002)
 BY2083
 BY2083'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9638 ***********************************************************************
 AF9638  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9638  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9638  DESIGNATION -  PALESTINE CORS ARP
 AF9638  CORS_ID     -  PATT
 AF9638  PID         -  AF9638
 AF9638  STATE/COUNTY-  TX/ANDERSON
 AF9638  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 AF9638
 AF9638                         *CURRENT SURVEY CONTROL
 AF9638  ___________________________________________________________________
 AF9638* NAD 83(CORS)-  31 46 41.76249(N)    095 43 06.60786(W)     ADJUSTED  
 AF9638* NAVD 88     -       122.37   (meters)     401.5    (feet)  GPS OBS   
 AF9638  ___________________________________________________________________
 AF9638  EPOCH DATE  -        2002.00
 AF9638  X           -    -540,764.908 (meters)                     COMP
 AF9638  Y           -  -5,400,120.167 (meters)                     COMP
 AF9638  Z           -   3,339,606.110 (meters)                     COMP
 AF9638  ELLIP HEIGHT-          96.12  (meters)          (03/??/02) GPS OBS
 AF9638  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AF9638
 AF9638  HORZ ORDER  -  SPECIAL (CORS)
 AF9638  ELLP ORDER  -  SPECIAL (CORS)
 AF9638
 AF9638.ITRF positions are available for this station.
 AF9638.The coordinates were established by GPS observations
 AF9638.and adjusted by the National Geodetic Survey in March 2002..
 AF9638.The coordinates are valid at the epoch date displayed above.
 AF9638.The epoch date for horizontal control is a decimal equivalence
 AF9638.of Year/Month/Day.
 AF9638
 AF9638.The orthometric height was determined by GPS observations and a
 AF9638.high-resolution geoid model using precise GPS observation and
 AF9638.processing techniques.
 AF9638
 AF9638.The PID for the CORS L1 Phase Center is AC9377.
 AF9638
 AF9638.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9638
 AF9638.The ellipsoidal height was determined by GPS observations
 AF9638.and is referenced to NAD 83.
 AF9638
 AF9638.The geoid height was determined by GEOID03.
 AF9638
 AF9638;                    North         East     Units Scale Factor Converg.
 AF9638;SPC TX C     - 3,243,155.655 1,136,979.088   MT  0.99997347   +2 22 36.9
 AF9638;SPC TX C     -10,640,253.18  3,730,238.89   sFT  0.99997347   +2 22 36.9
 AF9638
 AF9638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9638!SPC TX C     -   0.99998491  x   0.99997347  =   0.99995838
 AF9638
 AF9638                          SUPERSEDED SURVEY CONTROL
 AF9638
 AF9638  NAD 83(CORS)-  31 46 41.76230(N)    095 43 06.60754(W) AD(1997.00) c
 AF9638  ELLIP H (04/??/00)   96.12   (m)                       GP(1997.00) c c
 AF9638  NAD 83(CORS)-  31 46 41.76251(N)    095 43 06.60721(W) AD(1997.00) c
 AF9638  NAD 83(CORS)-  31 46 41.76251(N)    095 43 06.60721(W) AD(1996.00) c
 AF9638  ELLIP H (06/??/97)   96.16   (m)                       GP(1997.00) c c
 AF9638  ELLIP H (06/??/97)   96.16   (m)                       GP(1996.00) c c
 AF9638
 AF9638.Superseded values are not recommended for survey control.
 AF9638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9638.See file dsdata.txt to determine how the superseded data were derived.
 AF9638
 AF9638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4256419077(NAD 83)
 AF9638_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9638
 AF9638                          STATION DESCRIPTION
 AF9638
 AF9638'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9638'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9638'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9638'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9638'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9638'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9377 ***********************************************************************
 AC9377  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9377  CORS        -  This is a GPS Continuously Operating Reference Station.
 AC9377  DESIGNATION -  PALESTINE CORS L1 PHASE CENTER
 AC9377  CORS_ID     -  PATT
 AC9377  PID         -  AC9377
 AC9377  STATE/COUNTY-  TX/ANDERSON
 AC9377  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 AC9377
 AC9377                         *CURRENT SURVEY CONTROL
 AC9377  ___________________________________________________________________
 AC9377* NAD 83(CORS)-  31 46 41.76249(N)    095 43 06.60788(W)     ADJUSTED  
 AC9377* NAVD 88     -       122.38   (meters)     401.5    (feet)  GPS OBS   
 AC9377  ___________________________________________________________________
 AC9377  EPOCH DATE  -        2002.00
 AC9377  X           -    -540,764.914 (meters)                     COMP
 AC9377  Y           -  -5,400,120.226 (meters)                     COMP
 AC9377  Z           -   3,339,606.147 (meters)                     COMP
 AC9377  ELLIP HEIGHT-          96.19  (meters)          (03/??/02) GPS OBS
 AC9377  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AC9377
 AC9377  HORZ ORDER  -  SPECIAL (CORS)
 AC9377  ELLP ORDER  -  SPECIAL (CORS)
 AC9377
 AC9377.ITRF positions are available for this station.
 AC9377.The coordinates were established by GPS observations
 AC9377.and adjusted by the National Geodetic Survey in March 2002..
 AC9377.The coordinates are valid at the epoch date displayed above.
 AC9377.The epoch date for horizontal control is a decimal equivalence
 AC9377.of Year/Month/Day.
 AC9377
 AC9377.The orthometric height was determined by GPS observations and a
 AC9377.high-resolution geoid model using precise GPS observation and
 AC9377.processing techniques.
 AC9377
 AC9377.The PID for the CORS ARP is AF9638.
 AC9377
 AC9377.The XYZ, and position/ellipsoidal ht. are equivalent.
 AC9377
 AC9377.The ellipsoidal height was determined by GPS observations
 AC9377.and is referenced to NAD 83.
 AC9377
 AC9377.The geoid height was determined by GEOID03.
 AC9377
 AC9377;                    North         East     Units Scale Factor Converg.
 AC9377;SPC TX C     - 3,243,155.655 1,136,979.087   MT  0.99997347   +2 22 36.9
 AC9377;SPC TX C     -10,640,253.18  3,730,238.89   sFT  0.99997347   +2 22 36.9
 AC9377
 AC9377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9377!SPC TX C     -   0.99998490  x   0.99997347  =   0.99995837
 AC9377
 AC9377                          SUPERSEDED SURVEY CONTROL
 AC9377
 AC9377  NAD 83(CORS)-  31 46 41.76230(N)    095 43 06.60756(W) AD(1997.00) c
 AC9377  ELLIP H (04/??/00)   96.20   (m)                       GP(1997.00) c c
 AC9377  NAD 83(CORS)-  31 46 41.76251(N)    095 43 06.60723(W) AD(1997.00) c
 AC9377  NAD 83(CORS)-  31 46 41.76251(N)    095 43 06.60723(W) AD(1996.00) c
 AC9377  ELLIP H (06/??/97)   96.23   (m)                       GP(1997.00) c c
 AC9377  ELLIP H (06/??/97)   96.23   (m)                       GP(1996.00) c c
 AC9377
 AC9377.Superseded values are not recommended for survey control.
 AC9377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9377.See file dsdata.txt to determine how the superseded data were derived.
 AC9377
 AC9377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4256419077(NAD 83)
 AC9377_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AC9377
 AC9377                          STATION DESCRIPTION
 AC9377
 AC9377'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AC9377'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AC9377'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AC9377'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AC9377'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AC9377'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2769 ***********************************************************************
 BY2769  DESIGNATION -  PALESTINE MO PAC RR CO FLAT TK
 BY2769  PID         -  BY2769
 BY2769  STATE/COUNTY-  TX/ANDERSON
 BY2769  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2769
 BY2769                         *CURRENT SURVEY CONTROL
 BY2769  ___________________________________________________________________
 BY2769* NAD 83(1993)-  31 45 41.53593(N)    095 38 17.11845(W)     ADJUSTED  
 BY2769* NAVD 88     -                                                        
 BY2769  ___________________________________________________________________
 BY2769  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BY2769  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2769
 BY2769  HORZ ORDER  -  THIRD
 BY2769
 BY2769.The horizontal coordinates were established by classical geodetic methods
 BY2769.and adjusted by the National Geodetic Survey in February 1996..
 BY2769
 BY2769
 BY2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2769
 BY2769.The geoid height was determined by GEOID03.
 BY2769
 BY2769;                    North         East     Units Scale Factor Converg.
 BY2769;SPC TX C     - 3,241,620.968 1,144,667.263   MT  0.99996955   +2 25 06.0
 BY2769;SPC TX C     -10,635,218.13  3,755,462.51   sFT  0.99996955   +2 25 06.0
 BY2769;UTM  15      - 3,517,033.689   250,136.036   MT  1.00037006   -1 23 21.7
 BY2769
 BY2769                          SUPERSEDED SURVEY CONTROL
 BY2769
 BY2769  NAD 83(1986)-  31 45 41.54616(N)    095 38 17.10303(W) AD(       ) 4
 BY2769  NAD 27      -  31 45 40.93700(N)    095 38 16.25200(W) AD(       ) 3
 BY2769
 BY2769.Superseded values are not recommended for survey control.
 BY2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2769.See file dsdata.txt to determine how the superseded data were derived.
 BY2769
 BY2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR5013617034(NAD 83)
 BY2769_MARKER: 53 = ELEVATED TANK
 BY2769
 BY2769  HISTORY     - Date     Condition        Report By
 BY2769  HISTORY     - 1935     FIRST OBSERVED   CGS
 BY2769  HISTORY     - 1935     GOOD             CGS
 BY2769  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY2769  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2769
 BY2769                          STATION DESCRIPTION
 BY2769
 BY2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY2769'THIS STATION IS THE CENTER OF THE MISSOURI PACIFIC RAILROAD TANK.
 BY2769'IT IS LOCATED ON THE N SIDE OF THE TRACKS.  IT IS FLAT-TOPPED,
 BY2769'PAINTED SILVER AND SUPPORTED BY 12 LEGS.  IT IS ABOUT 75 FEET
 BY2769'HIGH, DATE OF CONSTRUCTION NOT KNOWN.  IT IS 35 FEET NE OF THE
 BY2769'AZIMUTH MARK FOR TRIANGULATION PALESTINE, 65 FEET N OF THE
 BY2769'N RAIL OF SIDETRACK.  IT IS NOT VERY PROMINENT.
 BY2769'
 BY2769'THIS IS THE SAME STATION CALLED TANK, FLAT-TOPPED, PALESTINE
 BY2769'BY C.L.G. IN 1919.
 BY2769
 BY2769                          STATION RECOVERY (1935)
 BY2769
 BY2769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2769'THE TANK DESCRIBED IS EVIDENTLY THE TANK BELONGING TO THE
 BY2769'RAILROAD SINCE IT IS THE ONLY FLAT-TOPPED TANK IN PALESTINE.
 BY2769'IT IS LOCATED 1 BLOCK SE OF THE 600 BLOCK ON WEST OAK STREET.
 BY2769'THIS TANK IS STILL STANDING UNCHANGED SINCE 1919.
 BY2769
 BY2769                          STATION RECOVERY (1990)
 BY2769
 BY2769'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2769'MARK NOT FOUND.
 BY2769
 BY2769                          STATION RECOVERY (2002)
 BY2769
 BY2769'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2770 ***********************************************************************
 BY2770  DESIGNATION -  PALESTINE MO PAC RR CONICAL TK
 BY2770  PID         -  BY2770
 BY2770  STATE/COUNTY-  TX/ANDERSON
 BY2770  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2770
 BY2770                         *CURRENT SURVEY CONTROL
 BY2770  ___________________________________________________________________
 BY2770* NAD 83(1993)-  31 45 37.78804(N)    095 38 05.09526(W)     ADJUSTED  
 BY2770* NAVD 88     -                                                        
 BY2770  ___________________________________________________________________
 BY2770  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 BY2770  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2770
 BY2770  HORZ ORDER  -  THIRD
 BY2770
 BY2770.The horizontal coordinates were established by classical geodetic methods
 BY2770.and adjusted by the National Geodetic Survey in February 1996..
 BY2770
 BY2770
 BY2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2770
 BY2770.The geoid height was determined by GEOID03.
 BY2770
 BY2770;                    North         East     Units Scale Factor Converg.
 BY2770;SPC TX C     - 3,241,518.992 1,144,988.246   MT  0.99996931   +2 25 12.2
 BY2770;SPC TX C     -10,634,883.56  3,756,515.60   sFT  0.99996931   +2 25 12.2
 BY2770;UTM  15      - 3,516,910.573   250,449.664   MT  1.00036812   -1 23 15.2
 BY2770
 BY2770                          SUPERSEDED SURVEY CONTROL
 BY2770
 BY2770  NAD 83(1986)-  31 45 37.79856(N)    095 38 05.07949(W) AD(       ) 4
 BY2770  NAD 27      -  31 45 37.18000(N)    095 38 04.24000(W) AD(       ) 3
 BY2770
 BY2770.Superseded values are not recommended for survey control.
 BY2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2770.See file dsdata.txt to determine how the superseded data were derived.
 BY2770
 BY2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR5045016911(NAD 83)
 BY2770_MARKER: 53 = ELEVATED TANK
 BY2770
 BY2770  HISTORY     - Date     Condition        Report By
 BY2770  HISTORY     - 1935     FIRST OBSERVED   CGS
 BY2770  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY2770  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2770
 BY2770                          STATION DESCRIPTION
 BY2770
 BY2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY2770'STATION IS THE CENTER OF THE SILVER TANK OF THE MISSOURI
 BY2770'PACIFIC RAILROAD COMPANY TANK.  IT IS LOCATED ON THE S SIDE
 BY2770'OF THE RAILROAD YARD.  ABOUT 0.25 MILE SW OF THE RAILROAD
 BY2770'STATION, 1/2 BLOCK N OF THE W END OF W SHORT STREET, 50 FEET
 BY2770'W OF CENTER LINE OF NORTH SOUTH STREET.  IT IS ABOUT 80 FEET
 BY2770'HIGH, PAINTED SILVER WITH A HIGH-PITCHED ROOF CULMINATING INTO
 BY2770'A BALL DENOTING THE CENTER.  IT HAS A CAT WALK AND IS SUSTAINED
 BY2770'BY FOUR LEGS.  IT WAS CONSTRUCTED IN 1933 AND IS VERY
 BY2770'PROMINENT.
 BY2770
 BY2770                          STATION RECOVERY (1990)
 BY2770
 BY2770'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2770'MARK NOT FOUND.
 BY2770
 BY2770                          STATION RECOVERY (2002)
 BY2770
 BY2770'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2767 ***********************************************************************
 BY2767  DESIGNATION -  PALESTINE MUNICIPAL TANK
 BY2767  PID         -  BY2767
 BY2767  STATE/COUNTY-  TX/ANDERSON
 BY2767  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2767
 BY2767                         *CURRENT SURVEY CONTROL
 BY2767  ___________________________________________________________________
 BY2767* NAD 83(1993)-  31 45 31.14309(N)    095 38 45.66505(W)     ADJUSTED  
 BY2767* NAVD 88     -                                                        
 BY2767  ___________________________________________________________________
 BY2767  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 BY2767  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2767
 BY2767  HORZ ORDER  -  THIRD
 BY2767
 BY2767.The horizontal coordinates were established by classical geodetic methods
 BY2767.and adjusted by the National Geodetic Survey in February 1996..
 BY2767
 BY2767
 BY2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2767
 BY2767.The geoid height was determined by GEOID03.
 BY2767
 BY2767;                    North         East     Units Scale Factor Converg.
 BY2767;SPC TX C     - 3,241,269.484 1,143,930.211   MT  0.99996889   +2 24 51.3
 BY2767;SPC TX C     -10,634,064.97  3,753,044.37   sFT  0.99996889   +2 24 51.3
 BY2767;UTM  15      - 3,516,731.806   249,376.964   MT  1.00037474   -1 23 36.4
 BY2767
 BY2767                          SUPERSEDED SURVEY CONTROL
 BY2767
 BY2767  NAD 83(1986)-  31 45 31.15396(N)    095 38 45.64937(W) AD(       ) 4
 BY2767  NAD 27      -  31 45 30.54000(N)    095 38 44.82100(W) AD(       ) 3
 BY2767
 BY2767.Superseded values are not recommended for survey control.
 BY2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2767.See file dsdata.txt to determine how the superseded data were derived.
 BY2767
 BY2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4937716732(NAD 83)
 BY2767_MARKER: 53 = ELEVATED TANK
 BY2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2767+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BY2767
 BY2767  HISTORY     - Date     Condition        Report By
 BY2767  HISTORY     - 1935     FIRST OBSERVED   CGS
 BY2767  HISTORY     - 1942     GOOD             CGS
 BY2767  HISTORY     - 1990     GOOD             USPSQD
 BY2767  HISTORY     - 20020824 GOOD             USPSQD
 BY2767
 BY2767                          STATION DESCRIPTION
 BY2767
 BY2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY2767'THIS STATION IS THE CENTER OF THE MUNICIPAL TANK IN PALESTINE.
 BY2767'IT IS LOCATED IN THE WESTERN PART OF TOWN NEAR THE SITE
 BY2767'OF TRIANGULATION STATION, PALESTINE.  IT IS 150 FEET HIGH
 BY2767'AND PAINTED A SILVER COLOR.  IT HAS A CAT WALK AROUND THE
 BY2767'BASE OF THE BOWL WITH A 4-FOOT RAILING.  THE BOWL IS SUPPORTED
 BY2767'BY 8 LEGS PAINTED BLACK.  THERE IS A BALL ON TOP DENOTING
 BY2767'THE CENTER.  IT WAS CONSTRUCTED IN 1920 AND IS VERY PROMINENT.
 BY2767'IT IS 66.41 FEET NE OF STATION PALESTINE.
 BY2767
 BY2767                          STATION RECOVERY (1942)
 BY2767
 BY2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2767'STATION IS LOCATED IN THE W EDGE OF PALESTINE ON A PROMINENT HILL
 BY2767'KNOWN AS DEWEY HILL, ABOUT 100 FEET S OF HAMLET STREET.  THE
 BY2767'TANK IS SUPPORTED BY EIGHT LEGS, ALL STEEL CONSTRUCTION, AND
 BY2767'PAINTED ALUMINUM.  IT IS ABOUT 100 FEET HIGH.
 BY2767'
 BY2767'THE POINT LOCATED WAS AN ELECTRIC LIGHT CENTERED AT THE
 BY2767'TOP OF THE TANK.
 BY2767'
 BY2767'THIS IS AN INTERSECTION STATION.
 BY2767
 BY2767                          STATION RECOVERY (1990)
 BY2767
 BY2767'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2767'RECOVERED IN GOOD CONDITION.
 BY2767
 BY2767                          STATION RECOVERY (2002)
 BY2767
 BY2767'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2773 ***********************************************************************
 BY2773  DESIGNATION -  PALESTINE MUNICIPAL APT BEACON
 BY2773  PID         -  BY2773
 BY2773  STATE/COUNTY-  TX/ANDERSON
 BY2773  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2773
 BY2773                         *CURRENT SURVEY CONTROL
 BY2773  ___________________________________________________________________
 BY2773* NAD 83(1993)-  31 46 51.48936(N)    095 42 01.66636(W)     ADJUSTED  
 BY2773* NAVD 88     -                                                        
 BY2773  ___________________________________________________________________
 BY2773  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BY2773  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BY2773
 BY2773  HORZ ORDER  -  THIRD
 BY2773
 BY2773.This mark is at Palestine Muni (PSN) Airport (PSN)
 BY2773
 BY2773.The horizontal coordinates were established by classical geodetic methods
 BY2773.and adjusted by the National Geodetic Survey in February 1996..
 BY2773
 BY2773
 BY2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2773
 BY2773.The geoid height was determined by GEOID03.
 BY2773
 BY2773;                    North         East     Units Scale Factor Converg.
 BY2773;SPC TX C     - 3,243,525.984 1,138,673.773   MT  0.99997411   +2 23 10.3
 BY2773;SPC TX C     -10,641,468.17  3,735,798.87   sFT  0.99997411   +2 23 10.3
 BY2773;UTM  15      - 3,519,333.551   244,279.878   MT  1.00040658   -1 25 22.9
 BY2773
 BY2773                          SUPERSEDED SURVEY CONTROL
 BY2773
 BY2773  NAD 83(1986)-  31 46 51.49961(N)    095 42 01.64951(W) AD(       ) 4
 BY2773  NAD 27      -  31 46 50.89000(N)    095 42 00.80700(W) AD(       ) 3
 BY2773
 BY2773.Superseded values are not recommended for survey control.
 BY2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2773.See file dsdata.txt to determine how the superseded data were derived.
 BY2773
 BY2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4428019334(NAD 83)
 BY2773_MARKER: 21 = AIRPORT BEACON
 BY2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2773+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BY2773
 BY2773  HISTORY     - Date     Condition        Report By
 BY2773  HISTORY     - 1946     FIRST OBSERVED   CGS
 BY2773  HISTORY     - 20020824 GOOD             USPSQD
 BY2773
 BY2773                          STATION DESCRIPTION
 BY2773
 BY2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BY2773'LOCATED ABOUT 4.5 MILES NORTHWEST OF PALESTINE.
 BY2773'
 BY2773'TO REACH FROM PALESTINE GO NORTH ON U.S. HIGHWAY 287 AND
 BY2773'STATE HIGHWAY 19 FOR 3.5 MILES TO THE JUNCTION OF 287 AND
 BY2773'19.  TURN LEFT, NORTHWEST, ON U.S. 287 AND GO 0.5 MILE TO A T-ROAD
 BY2773'AT SIGN AIRPORT.  TURN LEFT FOR 0.4 MILE, THEN RIGHT FOR 0.7
 BY2773'MILE.  HERE TURN LEFT FOR 0.5 MILE ON WINDING ROAD TO THE
 BY2773'AIRPORT OFFICE.
 BY2773'
 BY2773'THE BEACON IS IN THE NORTHEAST CORNER OF THE AIRFIELD, 291
 BY2773'FEET NORTH OF THE NORTHEAST CORNER OF THE HANGAR AND 273
 BY2773'FEET EAST OF THE SOUTHEAST CORNER OF THE ADMINISTRATION
 BY2773'BUILDING.  IT IS 40 FEET HIGH WITH A BASE 10 FEET SQUARE.
 BY2773'THIS BEACON HAS NO NUMBER.
 BY2773'
 BY2773'THE ELEVATION OF THE FIELD IS 410 FEET ABOVE SEA LEVEL.
 BY2773
 BY2773                          STATION RECOVERY (2002)
 BY2773
 BY2773'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2088 ***********************************************************************
 BY2088  DESIGNATION -  PALESTINE RM 3
 BY2088  PID         -  BY2088
 BY2088  STATE/COUNTY-  TX/ANDERSON
 BY2088  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2088
 BY2088                         *CURRENT SURVEY CONTROL
 BY2088  ___________________________________________________________________
 BY2088* NAD 83(1986)-  31 45 31.     (N)    095 38 46.     (W)     SCALED    
 BY2088* NAVD 88     -       160.999  (meters)     528.21   (feet)  ADJUSTED  
 BY2088  ___________________________________________________________________
 BY2088  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2088  DYNAMIC HT  -         160.803 (meters)     527.57  (feet)  COMP
 BY2088  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 BY2088
 BY2088  VERT ORDER  -  FIRST     CLASS II
 BY2088
 BY2088.The horizontal coordinates were scaled from a topographic map and have
 BY2088.an estimated accuracy of +/- 6 seconds.
 BY2088
 BY2088.The orthometric height was determined by differential leveling
 BY2088.and adjusted by the National Geodetic Survey in June 1991..
 BY2088
 BY2088.The geoid height was determined by GEOID03.
 BY2088
 BY2088.The dynamic height is computed by dividing the NAVD 88
 BY2088.geopotential number by the normal gravity value computed on the
 BY2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2088.degrees latitude (g = 980.6199 gals.).
 BY2088
 BY2088.The modeled gravity was interpolated from observed gravity values.
 BY2088
 BY2088;                    North         East    Units  Estimated Accuracy
 BY2088;SPC TX C     - 3,241,270.    1,143,920.      MT  (+/- 180 meters Scaled)
 BY2088
 BY2088                          SUPERSEDED SURVEY CONTROL
 BY2088
 BY2088  NGVD 29 (??/??/??)  160.95   (m)          528.1    (f) RESET       3  
 BY2088
 BY2088.Superseded values are not recommended for survey control.
 BY2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2088.See file dsdata.txt to determine how the superseded data were derived.
 BY2088
 BY2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR493167(NAD 83)
 BY2088_MARKER: DR = REFERENCE MARK DISK
 BY2088_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BY2088_SP_SET: FOOTING
 BY2088_STAMPING: PALESTINE 1935 NO 3 1955
 BY2088_MARK LOGO: CGS   
 BY2088_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2088+STABILITY: SURFACE MOTION
 BY2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2088+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1997
 BY2088
 BY2088  HISTORY     - Date     Condition        Report By
 BY2088  HISTORY     - 1955     MONUMENTED       CGS
 BY2088  HISTORY     - 1960     GOOD             NGS
 BY2088  HISTORY     - 1980     GOOD             NGS
 BY2088  HISTORY     - 1990     GOOD             USPSQD
 BY2088  HISTORY     - 19971017 GOOD             NGS
 BY2088  HISTORY     - 20020824 GOOD             USPSQD
 BY2088
 BY2088                          STATION DESCRIPTION
 BY2088
 BY2088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2088'IN PALESTINE.
 BY2088'LOCATED AT THE WEST EDGE OF PALESTINE JUST SOUTH OF HAMLETT STREET SET
 BY2088'IN THE SOUTHWEST CORNER OF THE NORTHWEST 1 OF 8 PIERS OF THE PALESTINE
 BY2088'MUNICIPAL WATER TANK.  SET IN A DRILL HOLE IN THE CONCRETE PIER.
 BY2088
 BY2088                          STATION RECOVERY (1980)
 BY2088
 BY2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2088'RECOVERED IN GOOD CONDITION.
 BY2088
 BY2088                          STATION RECOVERY (1990)
 BY2088
 BY2088'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2088'RECOVERED IN GOOD CONDITION.
 BY2088
 BY2088                          STATION RECOVERY (1997)
 BY2088
 BY2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2088'IN PALESTINE, AT THE INTERSECTION OF HAMLET AND FUTURE STREETS, NEAR
 BY2088'THE SOUTHWEST CORNER OF A CONCRETE FOOTING FOR THE MOST NORTHWESTERLY
 BY2088'OF 8 LEGS OF THE PALESTINE MUNICIPAL WATER TOWER, 51.7 M (169.6 FT)
 BY2088'SOUTH OF THE CENTER OF HAMLET STREET, 21.5 M (70.5 FT) EAST OF THE
 BY2088'CENTER OF FUTURE STREET, 18.9 M (62.0 FT) NORTH-NORTHEAST OF
 BY2088'TRIANGULATION STATION PALESTINE, 8.5 M (27.9 FT) SOUTH OF THE CENTER
 BY2088'OF A GATE, 3.1 M (10.2 FT) EAST OF A CHAIN-LINK FENCE, 1.5 M (4.9 FT)
 BY2088'ABOVE THE LEVEL OF FUTURE STREET, 0.5 M (1.6 FT) ABOVE THE GROUND
 BY2088'SURFACE, AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 BY2088'FOOTING.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE CITY OF
 BY2088'PALESTINE.  TO GAIN ACCESS, CONTACT KURT REDDOCK, PUBLIC WORKS
 BY2088'DIRECTOR, 504 NORTH QUEEN STREET, PALESTINE, TX 75801, TELEPHONE
 BY2088'NUMBER (903) 731-8486.
 BY2088
 BY2088                          STATION RECOVERY (2002)
 BY2088
 BY2088'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2089 ***********************************************************************
 BY2089  DESIGNATION -  PALESTINE RM 4
 BY2089  PID         -  BY2089
 BY2089  STATE/COUNTY-  TX/ANDERSON
 BY2089  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2089
 BY2089                         *CURRENT SURVEY CONTROL
 BY2089  ___________________________________________________________________
 BY2089* NAD 83(1986)-  31 45 31.     (N)    095 38 45.     (W)     SCALED    
 BY2089* NAVD 88     -       161.009  (meters)     528.24   (feet)  ADJUSTED  
 BY2089  ___________________________________________________________________
 BY2089  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2089  DYNAMIC HT  -         160.814 (meters)     527.60  (feet)  COMP
 BY2089  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 BY2089
 BY2089  VERT ORDER  -  FIRST     CLASS II
 BY2089
 BY2089.The horizontal coordinates were scaled from a topographic map and have
 BY2089.an estimated accuracy of +/- 6 seconds.
 BY2089
 BY2089.The orthometric height was determined by differential leveling
 BY2089.and adjusted by the National Geodetic Survey in June 1991..
 BY2089
 BY2089.The geoid height was determined by GEOID03.
 BY2089
 BY2089.The dynamic height is computed by dividing the NAVD 88
 BY2089.geopotential number by the normal gravity value computed on the
 BY2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2089.degrees latitude (g = 980.6199 gals.).
 BY2089
 BY2089.The modeled gravity was interpolated from observed gravity values.
 BY2089
 BY2089;                    North         East    Units  Estimated Accuracy
 BY2089;SPC TX C     - 3,241,270.    1,143,950.      MT  (+/- 180 meters Scaled)
 BY2089
 BY2089                          SUPERSEDED SURVEY CONTROL
 BY2089
 BY2089  NGVD 29 (??/??/??)  160.96   (m)          528.1    (f) RESET       3  
 BY2089
 BY2089.Superseded values are not recommended for survey control.
 BY2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2089.See file dsdata.txt to determine how the superseded data were derived.
 BY2089
 BY2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR493167(NAD 83)
 BY2089_MARKER: DR = REFERENCE MARK DISK
 BY2089_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BY2089_SP_SET: FOOTING
 BY2089_STAMPING: PALESTINE 1935 NO 4 1955
 BY2089_MARK LOGO: CGS   
 BY2089_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2089+STABILITY: SURFACE MOTION
 BY2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2089+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1997
 BY2089
 BY2089  HISTORY     - Date     Condition        Report By
 BY2089  HISTORY     - 1955     MONUMENTED       CGS
 BY2089  HISTORY     - 1969     GOOD             NGS
 BY2089  HISTORY     - 1980     GOOD             NGS
 BY2089  HISTORY     - 1990     GOOD             USPSQD
 BY2089  HISTORY     - 19971017 GOOD             NGS
 BY2089  HISTORY     - 20020824 GOOD             USPSQD
 BY2089
 BY2089                          STATION DESCRIPTION
 BY2089
 BY2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BY2089'IN PALESTINE.
 BY2089'LOCATED AT THE WEST EDGE OF PALESTINE JUST SOUTH OF HAMLETT STREET SET
 BY2089'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE SOUTHWEST 1 OF 8
 BY2089'CONCRETE PIERS OF THE PALESTINE MUNICIPAL WATER TANK.
 BY2089
 BY2089                          STATION RECOVERY (1980)
 BY2089
 BY2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2089'RECOVERED IN GOOD CONDITION.
 BY2089
 BY2089                          STATION RECOVERY (1990)
 BY2089
 BY2089'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2089'RECOVERED IN GOOD CONDITION.
 BY2089
 BY2089                          STATION RECOVERY (1997)
 BY2089
 BY2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2089'IN PALESTINE, AT THE INTERSECTION OF HAMLET AND FUTURE STREETS, NEAR
 BY2089'THE SOUTHWEST CORNER OF A CONCRETE FOOTING FOR THE MOST SOUTHWESTERLY
 BY2089'OF 8 LEGS OF THE PALESTINE MUNICIPAL WATER TOWER, 59.5 M (195.2 FT)
 BY2089'SOUTH OF THE CENTER OF HAMLET STREET, 25.8 M (84.6 FT) EAST OF THE
 BY2089'CENTER OF FUTURE STREET, 12.5 M (41.0 FT) NORTHEAST OF TRIANGULATION
 BY2089'STATION PALESTINE, 10.5 M (34.4 FT) SOUTHEAST OF REFERENCE MARK 3, 3.1
 BY2089'M (10.2 FT) NORTH OF A CHAIN-LINK FENCE, 1.5 M (4.9 FT) ABOVE THE
 BY2089'LEVEL OF FUTURE STREET, 0.5 M (1.6 FT) ABOVE THE GROUND SURFACE, AND
 BY2089'0.4 M (1.3 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE FOOTING.
 BY2089'NOTE--THE MARK IS ON PROPERTY OWNED BY THE CITY OF PALESTINE.  TO GAIN
 BY2089'ACCESS, CONTACT KURT REDDOCK, PUBLIC WORKS DIRECTOR, 504 NORTH QUEEN
 BY2089'STREET, PALESTINE, TX 75801, TELEPHONE NUMBER (903) 731-8486.
 BY2089
 BY2089                          STATION RECOVERY (2002)
 BY2089
 BY2089'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2771 ***********************************************************************
 BY2771  DESIGNATION -  PALESTINE TEX PWR AND L CO STK
 BY2771  PID         -  BY2771
 BY2771  STATE/COUNTY-  TX/ANDERSON
 BY2771  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2771
 BY2771                         *CURRENT SURVEY CONTROL
 BY2771  ___________________________________________________________________
 BY2771* NAD 83(1993)-  31 45 21.77177(N)    095 38 06.93151(W)     ADJUSTED  
 BY2771* NAVD 88     -                                                        
 BY2771  ___________________________________________________________________
 BY2771  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 BY2771  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2771
 BY2771  HORZ ORDER  -  THIRD
 BY2771
 BY2771.The horizontal coordinates were established by classical geodetic methods
 BY2771.and adjusted by the National Geodetic Survey in February 1996..
 BY2771
 BY2771
 BY2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2771
 BY2771.The geoid height was determined by GEOID03.
 BY2771
 BY2771;                    North         East     Units Scale Factor Converg.
 BY2771;SPC TX C     - 3,241,024.094 1,144,960.795   MT  0.99996829   +2 25 11.2
 BY2771;SPC TX C     -10,633,259.88  3,756,425.54   sFT  0.99996829   +2 25 11.2
 BY2771;UTM  15      - 3,516,418.394   250,389.385   MT  1.00036850   -1 23 15.6
 BY2771
 BY2771                          SUPERSEDED SURVEY CONTROL
 BY2771
 BY2771  NAD 83(1986)-  31 45 21.78232(N)    095 38 06.91662(W) AD(       ) 4
 BY2771  NAD 27      -  31 45 21.16700(N)    095 38 06.06400(W) AD(       ) 3
 BY2771
 BY2771.Superseded values are not recommended for survey control.
 BY2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2771.See file dsdata.txt to determine how the superseded data were derived.
 BY2771
 BY2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR5038916418(NAD 83)
 BY2771_MARKER: 63 = STACK
 BY2771
 BY2771  HISTORY     - Date     Condition        Report By
 BY2771  HISTORY     - 1935     FIRST OBSERVED   CGS
 BY2771  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY2771  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2771
 BY2771                          STATION DESCRIPTION
 BY2771
 BY2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY2771'THIS STATION IS THE CENTER OF THE CONCRETE STACK OF THE
 BY2771'TEXAS POWER AND LIGHT COMPANY PLANT IN PALESTINE.  IT IS
 BY2771'IN THE SW PART OF TOWN.  THE STACK IS ABOUT 75 FEET HIGH,
 BY2771'DATE OF CONSTRUCTION NOT KNOWN.  IT IS CONSTRUCTED OF CONCRETE
 BY2771'AND SET IN A BUILDING ON THE W SIDE OF THE RAILROAD TRACKS.
 BY2771'IT HAS A COLLAR ABOUT 1 FOOT FROM THE TOP.  IT IS NOT VERY
 BY2771'PROMINENT.  THERE IS A STEEL STACK ABOUT 15 FEET HIGHER ON
 BY2771'THE SAME BUILDING.
 BY2771
 BY2771                          STATION RECOVERY (1990)
 BY2771
 BY2771'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2771'MARK NOT FOUND.
 BY2771
 BY2771                          STATION RECOVERY (2002)
 BY2771
 BY2771'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1464 ***********************************************************************
 AE1464  DESIGNATION -  PALM
 AE1464  PID         -  AE1464
 AE1464  STATE/COUNTY-  TX/HIDALGO
 AE1464  USGS QUAD   -  EDINBURG (1983)
 AE1464
 AE1464                         *CURRENT SURVEY CONTROL
 AE1464  ___________________________________________________________________
 AE1464* NAD 83(1993)-  26 16 27.85168(N)    098 15 01.07550(W)     ADJUSTED  
 AE1464* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 AE1464  ___________________________________________________________________
 AE1464  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AE1464  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE1464
 AE1464  HORZ ORDER  -  FIRST
 AE1464
 AE1464.The horizontal coordinates were established by classical geodetic methods
 AE1464.and adjusted by the National Geodetic Survey in February 1996..
 AE1464
 AE1464.The orthometric height was scaled from a topographic map.
 AE1464
 AE1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1464
 AE1464.The geoid height was determined by GEOID03.
 AE1464
 AE1464;                    North         East     Units Scale Factor Converg.
 AE1464;SPC TX S     - 5,067,358.346   324,940.504   MT  0.99997461   +0 06 48.1
 AE1464;SPC TX S     -16,625,158.17  1,066,075.64   sFT  0.99997461   +0 06 48.1
 AE1464;UTM  14      - 2,906,289.637   574,854.495   MT  0.99966918   +0 19 54.8
 AE1464
 AE1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1464!SPC TX S     -   0.99999797  x   0.99997461  =   0.99997258
 AE1464!UTM  14      -   0.99999797  x   0.99966918  =   0.99966715
 AE1464
 AE1464:                Primary Azimuth Mark                     Grid Az
 AE1464:SPC TX S     -  EDINBURG BRICK STACK                     068 16 38.2
 AE1464:UTM  14      -  EDINBURG BRICK STACK                     068 03 31.5
 AE1464
 AE1464|---------------------------------------------------------------------|
 AE1464| PID    Reference Object                     Distance      Geod. Az  |
 AE1464|                                                           dddmmss.s |
 AE1464| AE1456 EDINBURG BRICK STACK                APPROX. 9.0 KM 0682326.3 |
 AE1464| AE1457 EDINBURG HIDALGO CO CTHSE DOME      APPROX. 9.3 KM 0711008.4 |
 AE1464| AE1468 EDIN                                APPROX. 9.6 KM 0735408.7 |
 AE1464| AE1465 EDINBURG TALL MUN TANK              APPROX. 9.6 KM 0735901.3 |
 AE1464| AE1473 ALAMO MUNICIPAL TANK                APPROX.16.7 KM 1285711.0 |
 AE1464| AE1501 SAN JUAN MUNICIPAL TANK             APPROX.13.6 KM 1351928.4 |
 AE1464| AE1496 SAN JUAN BLACK ABANDONED TANK       APPROX.13.4 KM 1375015.1 |
 AE1464| AE1491 PHARR MUNICIPAL TANK                APPROX.11.6 KM 1473836.9 |
 AE1464| AE1494 MC ALLEN HIDALGO WTR PLT STK        APPROX.11.9 KM 1682349.4 |
 AE1464| AE1493 MC ALLEN CENT L AND P CO TK         APPROX. 7.8 KM 1692254.7 |
 AE1464| AE1489 MC ALLEN SACRED HEART CATH CH       APPROX. 8.2 KM 1700525.7 |
 AE1464| CV2752 PALM RM 1                            31.095 METERS 17902     |
 AE1464| AE1547 HIDALGO N MUN TANK                  APPROX.18.4 KM 1823503.1 |
 AE1464| CV2751 PALM AZ MK                                         1873058.6 |
 AE1464| AE1522 MISSION GUADALUPE CATH CH           APPROX.10.3 KM 2275850.3 |
 AE1464| AE1523 MISSION OLD MUNICIPAL TANK          APPROX.10.2 KM 2283207.4 |
 AE1464| AE1515 MISSION UNITED IRRIG 2ND STK        APPROX.10.6 KM 2293346.0 |
 AE1464| AE1579 SOUTHLAND ORCHARDS NURSERY TK       APPROX. 3.0 KM 2450632.9 |
 AE1464| AE1520 MISSION UNITED IRRIG 3RD STK        APPROX. 8.7 KM 2511429.8 |
 AE1464| CV2753 PALM RM 2                            26.430 METERS 28130     |
 AE1464|---------------------------------------------------------------------|
 AE1464
 AE1464                          SUPERSEDED SURVEY CONTROL
 AE1464
 AE1464  NAD 83(1986)-  26 16 27.85746(N)    098 15 01.04031(W) AD(       ) 1
 AE1464  NAD 27      -  26 16 26.59969(N)    098 14 59.99198(W) AD(       ) 1
 AE1464
 AE1464.Superseded values are not recommended for survey control.
 AE1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1464.See file dsdata.txt to determine how the superseded data were derived.
 AE1464
 AE1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7485406290(NAD 83)
 AE1464_MARKER: DS = TRIANGULATION STATION DISK
 AE1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1464
 AE1464  HISTORY     - Date     Condition        Report By
 AE1464  HISTORY     - 1935     MONUMENTED       CGS
 AE1464  HISTORY     - 1937     GOOD             TXHD
 AE1464  HISTORY     - 1948     SEE DESCRIPTION  LOCENG
 AE1464  HISTORY     - 1949     POOR             CGS
 AE1464  HISTORY     - 1959     MARK NOT FOUND   CGS
 AE1464  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE1464
 AE1464                          STATION DESCRIPTION
 AE1464
 AE1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1464'STATION IS LOCATED 4-3/4 MILES A LITTLE W OF N OF MC ALLEN,
 AE1464'5-3/4 MILES WSW OF EDINBURG AND 6 MILES NE OF MISSION.  MARK
 AE1464'IS SET 48 FEET W OF CENTER LINE OF ASPHALT ROAD JUST S OF
 AE1464'SMALL DRAINAGE CANAL.
 AE1464'
 AE1464'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE1464'BRONZE DISKS SET IN CONCRETE.
 AE1464'
 AE1464'REFERENCE MARK NO. 1 IS SET IN A N-S LINE OF TELEPHONE POLES,
 AE1464'33 FEET W OF CENTER LINE OF ROAD.
 AE1464'
 AE1464'REFERENCE MARK NO. 2 IS SET W OF STATION ON S EDGE OF CANAL.
 AE1464'
 AE1464'AZIMUTH MARK IS SET 30 FEET E OF CENTER LINE OF ROAD IN FRONT
 AE1464'OF HOUSE.  TO REACH FROM STATION GO S ON ASPHALT ROAD 0.6
 AE1464'MILE TO MARK ON LEFT OF ROAD.
 AE1464'
 AE1464'TO REACH STATION FROM THE OLD RAILROAD DEPOT IN MC ALLEN GO
 AE1464'N ON ASPHALT ROAD 4.8 MILES AND TURN LEFT ON DIRT ROAD, GO
 AE1464'1 MILE AND TURN LEFT (S) ON ASPHALT ROAD FOR 0.25 MILE TO
 AE1464'MARK ON RIGHT OF ROAD JUST S OF SMALL DRAINAGE CANAL AND 48
 AE1464'FEET W FROM CENTER LINE OF ROAD.
 AE1464'
 AE1464'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AE1464
 AE1464                          STATION RECOVERY (1937)
 AE1464
 AE1464'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AE1464'REFERENCE MARK NO. 1, AZIMUTH AND STATION MARKS RECOVERED
 AE1464'IN GOOD CONDITION.
 AE1464'
 AE1464'NO EFFORT MADE TO RECOVER REFERENCE MARK NO. 2 ON ACCOUNT
 AE1464'OF HEAVY WEEDS.
 AE1464'
 AE1464'DESCRIPTION IS GOOD.
 AE1464
 AE1464                          STATION RECOVERY (1948)
 AE1464
 AE1464'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948 (WTM)
 AE1464'RECOVERED BY ROBERT H KAY CO.
 AE1464'
 AE1464'STATION AND R.M. 1 BOTH HAVE BEEN REMOVED FROM THEIR ORIGINAL
 AE1464'POSITIONS AND AT PRESENT ARE APPROXIMATELY 75 FEET NW ON BANK
 AE1464'OF CANAL.  STATION MARK IS STAMPED PALM 1937.
 AE1464
 AE1464                          STATION RECOVERY (1949)
 AE1464
 AE1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (TWB)
 AE1464'GENERAL DESCRIPTION GOOD BUT STATION MARK WAS FOUND UNEARTHED
 AE1464'AND LYING INTACT IN HORIZONTAL POSITION ON SMALL LATERAL DITCH
 AE1464'BANK NEAR ORIGINAL POSITION OF STATION.
 AE1464
 AE1464                          STATION RECOVERY (1959)
 AE1464
 AE1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 AE1464'AN EXTENDED SEARCH WAS MADE FOR THE UNDERGROUND MARK AND
 AE1464'IT WAS NOT FOUND.  THE SURFACE MONUMENT AND REFERENCE MARK
 AE1464'NO. 1 WERE FOUND OUT OF THE GROUND AND NEAR THE APPROXIMATE
 AE1464'SITE OF THE STATION.  THE AZIMUTH MARK WAS RECOVERED IN THE
 AE1464'WAY OF NEW ROAD CONSTRUCTION.  IT WAS DESTROYED.  THIS STATION
 AE1464'MAY BE CONSIDERED LOST.
 AE1464
 AE1464                          STATION RECOVERY (1962)
 AE1464
 AE1464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE1464'STATION AND R.M. 1 REPORTED DESTROYED IN 1948 AND 1949.
 AE1464'NO TRACE OF ANY MARK IN 1961.  IT IS IMPRACTICAL TO PROBE OR
 AE1464'DIG FOR UNDERGROUND MARK AT THIS DATE BECAUSE OF FLOWERS AND
 AE1464'SHRUBBERY OVER THE SITE AT THE EDGE OF WHAT IS NOW THE FRONT
 AE1464'YARD OF A HOME.  OWNER REPORTS THE AREA HAS BEEN COVERED
 AE1464'WITH ABOUT TWO FEET OF FILL IN RECENT YEARS.  RIGHT OF WAY
 AE1464'WIDENING HAS ALMOST DESTROYED OTHER R.M. AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1054 ***********************************************************************
 CT1054  DESIGNATION -  PALM
 CT1054  PID         -  CT1054
 CT1054  STATE/COUNTY-  TX/SHACKELFORD
 CT1054  USGS QUAD   -  MC CATHERINE MOUNTAIN (1987)
 CT1054
 CT1054                         *CURRENT SURVEY CONTROL
 CT1054  ___________________________________________________________________
 CT1054* NAD 83(1993)-  32 39 10.48720(N)    099 12 01.14062(W)     ADJUSTED  
 CT1054* NAVD 88     -       424.7    (meters)    1393.     (feet)  VERTCON   
 CT1054  ___________________________________________________________________
 CT1054  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CT1054  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CT1054
 CT1054  HORZ ORDER  -  FIRST
 CT1054
 CT1054.The horizontal coordinates were established by classical geodetic methods
 CT1054.and adjusted by the National Geodetic Survey in February 1996..
 CT1054
 CT1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1054
 CT1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1054
 CT1054.The geoid height was determined by GEOID03.
 CT1054
 CT1054;                    North         East     Units Scale Factor Converg.
 CT1054;SPC TXNC     - 2,109,584.005   534,305.366   MT  0.99989668   -0 22 55.0
 CT1054;SPC TXNC     - 6,921,193.52  1,752,966.85   sFT  0.99989668   -0 22 55.0
 CT1054;UTM  14      - 3,612,827.646   481,214.295   MT  0.99960435   -0 06 29.1
 CT1054
 CT1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1054!SPC TXNC     -   0.99993787  x   0.99989668  =   0.99983456
 CT1054!UTM  14      -   0.99993787  x   0.99960435  =   0.99954225
 CT1054
 CT1054|---------------------------------------------------------------------|
 CT1054| PID    Reference Object                     Distance      Geod. Az  |
 CT1054|                                                           dddmmss.s |
 CT1054| CX7883 PALM RM 1                            20.135 METERS 10500     |
 CT1054| CT1053 MORAN MUNICIPAL TANK                APPROX.12.1 KM 1662826.5 |
 CT1054| CT1064 PUTNAM WATER TANK                   APPROX.31.0 KM 1800828.2 |
 CT1054| CX7882 PALM AZ MK RESET                                   1875515.6 |
 CT1054| CX7884 PALM RM 2                            20.469 METERS 19906     |
 CT1054| CX7881 PALM AZ MK                                         2473325.1 |
 CT1054| CT1058 ALBANY COURTHOUSE                   APPROX.11.9 KM 3103946.5 |
 CT1054|---------------------------------------------------------------------|
 CT1054
 CT1054                          SUPERSEDED SURVEY CONTROL
 CT1054
 CT1054  NAD 83(1986)-  32 39 10.49280(N)    099 12 01.13102(W) AD(       ) 1
 CT1054  NAD 27      -  32 39 10.06000(N)    099 11 59.86200(W) AD(       ) 1
 CT1054  NGVD 29 (07/19/86)  424.6    (m)         1393.     (f) VERT ANG       
 CT1054
 CT1054.Superseded values are not recommended for survey control.
 CT1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1054.See file dsdata.txt to determine how the superseded data were derived.
 CT1054
 CT1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB8121412828(NAD 83)
 CT1054_MARKER: DS = TRIANGULATION STATION DISK
 CT1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1054
 CT1054  HISTORY     - Date     Condition        Report By
 CT1054  HISTORY     - 1935     MONUMENTED       CGS
 CT1054  HISTORY     - 1938     GOOD             TXHD
 CT1054  HISTORY     - 1957     GOOD             CGS
 CT1054  HISTORY     - 1960     GOOD             USGS
 CT1054  HISTORY     - 1961     GOOD             CGS
 CT1054  HISTORY     - 1968     GOOD             CGS
 CT1054
 CT1054                          STATION DESCRIPTION
 CT1054
 CT1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1054'STATION IS LOCATED ON THE PROPERTY OF HENRY GREEN, IN NW CORNER
 CT1054'SECTION 1, 7.5 MILES SE OF ALBANY, 0.25 MILE E OF HUBBARD
 CT1054'CREEK, 0.5 MILE E OF F.N. PALMS HOME.  STATION IS ON TOP OF
 CT1054'SMALL KNOLL, BETWEEN TWO TRIANGULAR BLAZED TREES, ON THE NW
 CT1054'END OF A RIDGE, 300 FEET S OF EW FENCE LINE.
 CT1054'
 CT1054'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CT1054'BRONZE DISKS SET IN CONCRETE.
 CT1054'
 CT1054'REFERENCE MARK NO. 1 IS LOCATED ON E SLOPE OF KNOLL E OF STATION.
 CT1054'
 CT1054'REFERENCE MARK NO. 2 IS LOCATED ON SW SLOPE OF KNOLL SW OF
 CT1054'STATION.
 CT1054'
 CT1054'AZIMUTH MARK IS LOCATED WSW OF STATION, 28 FEET W OF CENTER
 CT1054'LINE OF U.S. HIGHWAY 283, 45 FEET E OF RAILROAD, ABOUT 0.15
 CT1054'MILE N OF CONCRETE BRIDGE.  TO REACH FROM STATION GO S FOR
 CT1054'1.0 MILE TO ROAD, THENCE RIGHT (W) FOR 2.0 MILES TO U.S. HIGHWAY
 CT1054'283, THENCE RIGHT (NW) FOR 0.25 MILE TO MARK ON LEFT SIDE OF
 CT1054'ROAD.
 CT1054'
 CT1054'TO REACH FROM COURTHOUSE IN ALBANY, GO SE ON U.S. HIGHWAY 283,
 CT1054'FOR 7.65 MILES TO T-ROAD AT OLD FILLING STATION, THENCE LEFT
 CT1054'(E) FOR 2.0 MILES TO GATE ON LEFT OPPOSITE T-ROAD ON RIGHT,
 CT1054'THENCE LEFT (N) FOR 1.0 MILE THROUGH PASTURE ON TRAIL TO STATION
 CT1054'ON KNOLL.
 CT1054'
 CT1054'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CT1054
 CT1054                          STATION RECOVERY (1938)
 CT1054
 CT1054'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CT1054'DESCRIPTION AS GIVEN BY C.I.A., IN REACHING STATION IS SATISFACTORY.
 CT1054'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CT1054'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CT1054
 CT1054                          STATION RECOVERY (1957)
 CT1054
 CT1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1054'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1054'CONDITION.
 CT1054'
 CT1054'WHERE ORIGINAL DESCRIPTION LEAVES MAIN ROAD GO NORTH ON PASTURE
 CT1054'ROAD FOR 0.1 MILE TO FORKS, THENCE LEFT FORK ON DIM TRACK
 CT1054'ROAD NORTHERLY FOR 1.1 MILES TO STATION ON TOP OF KNOLL TO
 CT1054'RIGHT.  THE REMAINDER OF THE DESCRIPTION TO REACH THE STATION
 CT1054'IS ADEQUATE.
 CT1054
 CT1054                          STATION RECOVERY (1960)
 CT1054
 CT1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CT1054'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN TOP OF CONCRETE
 CT1054'CYLINDER.
 CT1054
 CT1054                          STATION RECOVERY (1961)
 CT1054
 CT1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1054'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 CT1054'AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTION TO REFERENCE
 CT1054'MARK NO 1 WAS CHECKED IN THE FIELD AND FOUND TO BE ACCURATE
 CT1054'AND THE MEASUREMENTS WERE FOUND TO BE 0.047 METERS SHORTER.
 CT1054'THE DIRECTION TO REFERENCE MARK NO 2 WAS CHECKED IN THE FIELD
 CT1054'AND FOUND TO BE ACCURATE AND THE MEASUREMENTS WERE FOUND TO
 CT1054'BE 0.051 METERS SHORTER.  THE AZIMUTH MARK HAD BEEN DESTROYED
 CT1054'AND A NEW AZIMUTH MARK WAS SET.  A NEW TO REACH FOR THE
 CT1054'STATION AND THE AZIMUTH MARK FOLLOWS--
 CT1054'
 CT1054'THE STATION IS ABOUT 7.5 MILES SOUTHEAST OF ALBANY, 0.25 MILE
 CT1054'EAST OF HUBBARD CREEK AND ON TOP OF A SMALL KNOLL.
 CT1054'
 CT1054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 380,
 CT1054'283 AND 180, GO EAST AND SOUTHEAST ON U.S. HIGHWAY 380 FOR
 CT1054'1.55 MILES TO THE JUNCTION OF FARM ROAD 601 TO THE LEFT.
 CT1054'CONTINUE AHEAD ON U.S. HIGHWAY 380, EAST AND SOUTHEAST FOR
 CT1054'6.3 MILES TO A BRIDGE.  CROSS OVER BRIDGE AND CONTINUE AHEAD
 CT1054'ON U.S. HIGHWAY 380 FOR 0.1 MILE TO A ROAD LEFT, AT AN OLD
 CT1054'FARM HOUSE ON THE LEFT.  TURN LEFT AND GO EASTERLY ON GRADED
 CT1054'ROAD FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CT1054'EASTERLY ON GRADED ROAD FOR 0.2 MILE TO A LOCKED BOARD GATE
 CT1054'ON THE LEFT.  TURN LEFT AND PASS THROUGH LOCKED GATE AND GO
 CT1054'NORTH ON TRACK ROAD FOR 0.55 MILE TO FENCED CORRALS.
 CT1054'CONTINUE NORTH ON TRACK ROAD FOR 0.3 MILE.  FROM HERE TURN
 CT1054'LEFT AND PICK WAY THROUGH OLD STUMPS AND DEAD TREES AND
 CT1054'GO NORTH-NORTHWEST FOR 0.3 MILE TO HIGHEAST PART OF KNOLL AND
 CT1054'STATION.
 CT1054'
 CT1054'THE STATION IS A STANDARD DISK STAMPED PALM 1935, SET IN THE
 CT1054'TOP OF A LARGE MASS OF CONCRETE WHICH IS SET 4 INCHES BELOW
 CT1054'THE SURFACE.  IT IS 237 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 CT1054'
 CT1054'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED PALM NO 1 1935,
 CT1054'SET IN THE TOP OF A 10 X 10-INCH CONCRETE MONUMENT WHICH PROJECTS
 CT1054'3 INCHES.  IT IS 237 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 CT1054'
 CT1054'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED PALM NO 2 1935,
 CT1054'SET IN THE TOP OF A 10 X 10-INCH CONCRETE MONUMENT WHICH PROJECTS
 CT1054'1 INCH.  IT IS 304 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 CT1054'
 CT1054'AZIMUTH MARK IS A STANDARD DISK STAMPED PALM RESET 1961, SET
 CT1054'IN THE TOP OF A 12 X 12-INCH CONCRETE MONUMENT WHICH PROJECTS
 CT1054'1 INCH.  IT IS 33 FEET SOUTH OF THE CENTER LINE OF A GRADED
 CT1054'ROAD, 4 FEET EAST OF A METAL WITNESS POST, AND 1.5 FEET NORTH
 CT1054'OF AN EAST-WEST FENCE LINE.
 CT1054'
 CT1054'UNABLE TO MEASURE BETWEEN REFERENCE MARKS BECAUSE OF OBSTRUCTION.
 CT1054
 CT1054                          STATION RECOVERY (1968)
 CT1054
 CT1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LWH)
 CT1054'STATION RECOVERED IN GOOD CONDITION.
 CT1054'
 CT1054'NEW TO REACH--FROM COURT HOUSE IN ALBANY GO SE OF U.S. HIGHWAY NO.
 CT1054'380 FOR 7.65 MILES TO T-ROAD, THENCE LEFT (EAST) FOR 2 MILES TO A
 CT1054'GATE ON THE LEFT OPPOSITE T-ROAD ON THE RIGHT, THENCE LEFT (NORTH)
 CT1054'FOR 0.1 MILE TO A FORK, BEAR LEFT (NW) FOR 0.4 MILE TO ANOTHER
 CT1054'FORK, BEAR RIGHT (NORTH) AND DRIVE 0.7 MILE, BEAR RIGHT (NE)
 CT1054'ACROSS THE FIELD TOWARD THE HIGHEST KNOLL FOR 0.4 MILE AND THE
 CT1054'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0345 ***********************************************************************
 CT0345  DESIGNATION -  PALM AZ
 CT0345  PID         -  CT0345
 CT0345  STATE/COUNTY-  TX/SHACKELFORD
 CT0345  USGS QUAD   -  MC CATHERINE MOUNTAIN (1987)
 CT0345
 CT0345                         *CURRENT SURVEY CONTROL
 CT0345  ___________________________________________________________________
 CT0345* NAD 83(1986)-  32 38 32.     (N)    099 13 48.     (W)     SCALED    
 CT0345* NAVD 88     -       400.070  (meters)    1312.56   (feet)  ADJUSTED  
 CT0345  ___________________________________________________________________
 CT0345  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CT0345  DYNAMIC HT  -         399.562 (meters)    1310.90  (feet)  COMP
 CT0345  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 CT0345
 CT0345  VERT ORDER  -  SECOND    CLASS 0
 CT0345
 CT0345.The horizontal coordinates were scaled from a topographic map and have
 CT0345.an estimated accuracy of +/- 6 seconds.
 CT0345
 CT0345.The orthometric height was determined by differential leveling
 CT0345.and adjusted by the National Geodetic Survey in June 1991..
 CT0345
 CT0345.The geoid height was determined by GEOID03.
 CT0345
 CT0345.The dynamic height is computed by dividing the NAVD 88
 CT0345.geopotential number by the normal gravity value computed on the
 CT0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0345.degrees latitude (g = 980.6199 gals.).
 CT0345
 CT0345.The modeled gravity was interpolated from observed gravity values.
 CT0345
 CT0345;                    North         East    Units  Estimated Accuracy
 CT0345;SPC TXNC     - 2,108,420.      531,510.      MT  (+/- 180 meters Scaled)
 CT0345
 CT0345                          SUPERSEDED SURVEY CONTROL
 CT0345
 CT0345  NGVD 29 (??/??/92)  399.943  (m)         1312.15   (f) ADJ UNCH    2 0
 CT0345
 CT0345.Superseded values are not recommended for survey control.
 CT0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0345.See file dsdata.txt to determine how the superseded data were derived.
 CT0345
 CT0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB784116(NAD 83)
 CT0345_MARKER: DZ = AZIMUTH MARK DISK
 CT0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0345_STAMPING: PALM AZI 1935
 CT0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0345+STABILITY: SURFACE MOTION
 CT0345
 CT0345  HISTORY     - Date     Condition        Report By
 CT0345  HISTORY     - 1935     MONUMENTED       CGS
 CT0345  HISTORY     - 1957     GOOD             NGS
 CT0345
 CT0345                          STATION DESCRIPTION
 CT0345
 CT0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0345'7.6 MI SE FROM ALBANY.
 CT0345'7.6 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0345'FROM ALBANY, SHACKELFORD COUNTY, 3.2 MILES NORTHWEST OF SEDWICK, 6-3/4
 CT0345'POLES NORTHEAST OF BRIDGE 180.4, 30 FEET SOUTHWEST OF THE CENTERLINE
 CT0345'OF U. S. HIGHWAY 283, 45 FEET EAST OF THE EAST RAIL, ABOUT 4 FEET
 CT0345'LOWER THAN THE TOP OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST.
 CT0345'NOTE-- THE HIGHWAY IS NOW DESIGNATED AS U.S. 380 INSTEAD OF U.S. 283.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9965 ***********************************************************************
 AG9965  DESIGNATION -  PALM VALLEY LUTH CH SEC
 AG9965  PID         -  AG9965
 AG9965  STATE/COUNTY-  TX/WILLIAMSON
 AG9965  USGS QUAD   -  ROUND ROCK (1987)
 AG9965
 AG9965                         *CURRENT SURVEY CONTROL
 AG9965  ___________________________________________________________________
 AG9965* NAD 83(1993)-  30 31 20.35657(N)    097 38 44.43220(W)     ADJUSTED  
 AG9965* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 AG9965  ___________________________________________________________________
 AG9965  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AG9965  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AG9965
 AG9965  HORZ ORDER  -  THIRD
 AG9965
 AG9965.The horizontal coordinates were established by classical geodetic methods
 AG9965.and adjusted by the National Geodetic Survey in July 1998..
 AG9965
 AG9965.The orthometric height was scaled from a topographic map.
 AG9965
 AG9965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9965
 AG9965.The geoid height was determined by GEOID03.
 AG9965
 AG9965;                    North         East     Units Scale Factor Converg.
 AG9965;SPC TX C     - 3,097,969.958   957,906.683   MT  0.99991647   +1 23 03.5
 AG9965;SPC TX C     -10,163,923.10  3,142,732.18   sFT  0.99991647   +1 23 03.5
 AG9965;UTM  14      - 3,377,445.119   629,937.900   MT  0.99980829   +0 41 16.5
 AG9965
 AG9965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9965!SPC TX C     -   0.99997078  x   0.99991647  =   0.99988725
 AG9965!UTM  14      -   0.99997078  x   0.99980829  =   0.99977907
 AG9965
 AG9965                          SUPERSEDED SURVEY CONTROL
 AG9965
 AG9965.No superseded survey control is available for this station.
 AG9965
 AG9965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2993877445(NAD 83)
 AG9965_MARKER: 90 = CHURCH SPIRE
 AG9965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9965+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 AG9965
 AG9965  HISTORY     - Date     Condition        Report By
 AG9965  HISTORY     - 1954     FIRST OBSERVED   USGS
 AG9965  HISTORY     - 20010224 GOOD             USPSQD
 AG9965
 AG9965                          STATION DESCRIPTION
 AG9965
 AG9965'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9965'A RED BRICK STRUCTURE WITH WHITE WOODEN SPIRE, LOCATED 3.0 MI. E. OF
 AG9965'ROUND ROCK ALONG U.S. HIGHWAY 79, THENCE 0.2 MI. N. ON GRAVEL ACCESS
 AG9965'RD.  THE SPIRE OF THE CHURCH IS ABOUT 80 FT. IN HEIGHT.
 AG9965'POINT INTERSECTED--CROSS AT TIP OF SPIRE.
 AG9965'REFERENCE MARKS--NONE.
 AG9965
 AG9965                          STATION RECOVERY (2001)
 AG9965
 AG9965'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 AG9965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0679 ***********************************************************************
 AZ0679  DESIGNATION -  PALMA
 AZ0679  PID         -  AZ0679
 AZ0679  STATE/COUNTY-  TX/TERRELL
 AZ0679  USGS QUAD   -  LOZIER CANYON SOUTH (1979)
 AZ0679
 AZ0679                         *CURRENT SURVEY CONTROL
 AZ0679  ___________________________________________________________________
 AZ0679* NAD 83(1993)-  29 49 40.38132(N)    101 50 37.42261(W)     ADJUSTED  
 AZ0679* NAVD 88     -       519.9    (meters)    1706.     (feet)  VERTCON   
 AZ0679  ___________________________________________________________________
 AZ0679  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AZ0679  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AZ0679
 AZ0679  HORZ ORDER  -  FIRST
 AZ0679
 AZ0679.The horizontal coordinates were established by classical geodetic methods
 AZ0679.and adjusted by the National Geodetic Survey in February 1996..
 AZ0679
 AZ0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0679
 AZ0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0679
 AZ0679.The geoid height was determined by GEOID03.
 AZ0679
 AZ0679;                    North         East     Units Scale Factor Converg.
 AZ0679;SPC TXSC     - 4,224,392.495   325,201.501   MT  0.99990014   -1 23 35.4
 AZ0679;SPC TXSC     -13,859,527.71  1,066,931.92   sFT  0.99990014   -1 23 35.4
 AZ0679;UTM  14      - 3,303,107.483   225,199.504   MT  1.00053183   -1 24 55.3
 AZ0679
 AZ0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0679!SPC TXSC     -   0.99992194  x   0.99990014  =   0.99982209
 AZ0679!UTM  14      -   0.99992194  x   1.00053183  =   1.00045373
 AZ0679
 AZ0679|---------------------------------------------------------------------|
 AZ0679| PID    Reference Object                     Distance      Geod. Az  |
 AZ0679|                                                           dddmmss.s |
 AZ0679| CH9244 PALMA RM 1                           25.652 METERS 01315     |
 AZ0679| CH9245 PALMA RM 2                           20.437 METERS 12618     |
 AZ0679| CH9243 PALMA AZ MK                                        3305057.7 |
 AZ0679|---------------------------------------------------------------------|
 AZ0679
 AZ0679                          SUPERSEDED SURVEY CONTROL
 AZ0679
 AZ0679  NAD 83(1986)-  29 49 40.34369(N)    101 50 37.44410(W) AD(       ) 1
 AZ0679  NAD 27      -  29 49 39.62700(N)    101 50 36.00500(W) AD(       ) 1
 AZ0679  NGVD 29 (07/19/86)  519.8    (m)         1705.     (f) VERT ANG       
 AZ0679
 AZ0679.Superseded values are not recommended for survey control.
 AZ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0679.See file dsdata.txt to determine how the superseded data were derived.
 AZ0679
 AZ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU2520003107(NAD 83)
 AZ0679_MARKER: DS = TRIANGULATION STATION DISK
 AZ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0679
 AZ0679  HISTORY     - Date     Condition        Report By
 AZ0679  HISTORY     - 1934     MONUMENTED       CGS
 AZ0679
 AZ0679                          STATION DESCRIPTION
 AZ0679
 AZ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WPP)
 AZ0679'ABOUT 9 MILES SOUTH OF MALVADO RAILROAD STATION, 3-1/2 MILES
 AZ0679'NORTHWEST FROM THE MOUTH OF PALMA CREEK, 2 MILES NORTH OF THE
 AZ0679'RIO GRANDE AND ABOUT 3/4 MILE SOUTHEAST FROM THE HAMILTON
 AZ0679'RANCHHOUSE AND WINDMILL, ON THE HIGHEST POINT OF A SMALL KNOLL.
 AZ0679'STATION IS ABOUT 150 FEET EAST OF A NORTH-AND-SOUTH FENCE.
 AZ0679'SURFACE MARK PROJECTS ABOUT 6 INCHES.
 AZ0679'
 AZ0679'TO REACH FROM LANGTRY TOURIST CAMP, GO WEST ON U.S. HIGHWAY 90,
 AZ0679'FOR 20.6 MILES TO THE BOTTOM OF A WASH WITH A ROCKY EAST SIDE.
 AZ0679'LEAVE HIGHWAY AND TURN SOUTH ON HAMILTON RANCH ROAD, GO 0.2 MILE,
 AZ0679'THENCE TAKE RIGHT FORK FOR 0.4 MILE TO A PLACE WHERE ROAD COMES
 AZ0679'IN FROM THE RIGHT, CONTINUE 0.5 MILE TO A GATE, THENCE 3.75 MILES
 AZ0679'TO WHERE A ROAD COMES IN FROM THE RIGHT, CONTINUE 0.6 MILES TO
 AZ0679'HAMILTON RANCH YARD, FROM RANCH GO SOUTH ON A DIM ROAD FOR 0.65
 AZ0679'MILES TO TOP OF A SMALL KNOLL AND STATION.  STATION IS ABOUT
 AZ0679'50 YARDS EAST OF THE ROAD.
 AZ0679'
 AZ0679'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AZ0679'BRONZE DISKS SET IN CONCRETE.
 AZ0679'ALL MARKS PROJECT ABOUT 6 INCHES.
 AZ0679'
 AZ0679'AZIMUTH MARK IS WEST OF NORTH OF STATION, EAST OF THE HOUSE, AT A
 AZ0679'GATE CORNER IN FENCE LINE OF CORRAL FENCE AROUND HAMILTON RANCH
 AZ0679'YARD.
 AZ0679'
 AZ0679'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2691 ***********************************************************************
 CS2691  DESIGNATION -  PALMER
 CS2691  PID         -  CS2691
 CS2691  STATE/COUNTY-  TX/ELLIS
 CS2691  USGS QUAD   -  PALMER (1978)
 CS2691
 CS2691                         *CURRENT SURVEY CONTROL
 CS2691  ___________________________________________________________________
 CS2691* NAD 83(1993)-  32 26 19.78691(N)    096 40 07.99224(W)     ADJUSTED  
 CS2691* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 CS2691  ___________________________________________________________________
 CS2691  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 CS2691  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS2691
 CS2691  HORZ ORDER  -  SECOND
 CS2691
 CS2691.The horizontal coordinates were established by classical geodetic methods
 CS2691.and adjusted by the National Geodetic Survey in February 1996..
 CS2691
 CS2691.The orthometric height was scaled from a topographic map.
 CS2691
 CS2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2691
 CS2691.The geoid height was determined by GEOID03.
 CS2691
 CS2691;                    North         East     Units Scale Factor Converg.
 CS2691;SPC TXNC     - 2,087,126.632   772,177.603   MT  0.99992941   +0 59 55.2
 CS2691;SPC TXNC     - 6,847,514.63  2,533,386.02   sFT  0.99992941   +0 59 55.2
 CS2691;UTM  14      - 3,591,470.558   719,156.818   MT  1.00019231   +1 15 03.3
 CS2691
 CS2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2691!SPC TXNC     -   0.99998306  x   0.99992941  =   0.99991247
 CS2691!UTM  14      -   0.99998306  x   1.00019231  =   1.00017537
 CS2691
 CS2691:                Primary Azimuth Mark                     Grid Az
 CS2691:SPC TXNC     -  PALMER AZ MK                             163 48 15.3
 CS2691:UTM  14      -  PALMER AZ MK                             163 33 07.2
 CS2691
 CS2691|---------------------------------------------------------------------|
 CS2691| PID    Reference Object                     Distance      Geod. Az  |
 CS2691|                                                           dddmmss.s |
 CS2691| CY2746 PALMER AZ MK                                       1644810.5 |
 CS2691| CS2687 PALMER MUNICIPAL TANK               APPROX. 0.9 KM 1783400.6 |
 CS2691| CY2747 PALMER RM 1                          23.058 METERS 25127     |
 CS2691| CY2748 PALMER RM 2                          20.530 METERS 34354     |
 CS2691|---------------------------------------------------------------------|
 CS2691
 CS2691                          SUPERSEDED SURVEY CONTROL
 CS2691
 CS2691  NAD 83(1986)-  32 26 19.79412(N)    096 40 07.97409(W) AD(       ) 2
 CS2691  NAD 27      -  32 26 19.28700(N)    096 40 07.00300(W) AD(       ) 2
 CS2691
 CS2691.Superseded values are not recommended for survey control.
 CS2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2691.See file dsdata.txt to determine how the superseded data were derived.
 CS2691
 CS2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1915791471(NAD 83)
 CS2691_MARKER: DS = TRIANGULATION STATION DISK
 CS2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2691
 CS2691  HISTORY     - Date     Condition        Report By
 CS2691  HISTORY     - 1947     MONUMENTED       CGS
 CS2691  HISTORY     - 1962     GOOD             USGS
 CS2691
 CS2691                          STATION DESCRIPTION
 CS2691
 CS2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2691'THE STATION IS LOCATED ALONG U.S. HIGHWAY 75, IN FORK OF ROADS
 CS2691'AT THE NORTH EDGE OF THE TOWN OF PALMER.  IT IS 50 FEET WEST OF
 CS2691'THE CENTER OF U.S. HIGHWAY 75 AND 40 FEET EAST OF THE CENTER
 CS2691'OF A GRAVEL ROAD.  THE MARK, STAMPED PALMER 1947, IS SET
 CS2691'FLUSH WITH THE SURFACE OF THE GROUND.
 CS2691'
 CS2691'REFERENCE MARK NO. 1 IS 30 FEET WEST OF CENTER OF THE GRAVEL
 CS2691'ROAD AND 10 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 CS2691'HOUSE.  IT IS STAMPED PALMER NO 1 1947 AND PROJECTS 6 INCHES.
 CS2691'
 CS2691'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 60 FEET WEST
 CS2691'OF CENTER OF THE HIGHWAY AND 60 FEET EAST OF CENTER OF THE
 CS2691'GRAVEL ROAD.  IT IS STAMPED PALMER NO 2 1947 AND PROJECTS 6
 CS2691'INCHES.
 CS2691'
 CS2691'THE AZIMUTH MARK IS LOCATED 0.4 MILE SOUTH OF THE STATION,
 CS2691'30 FEET WEST OF CENTER OF THE HIGHWAY, 20 FEET SOUTH OF A
 CS2691'LIGHT POLE AND 1 FOOT NORTH OF FENCE CORNER.  IT IS STAMPED
 CS2691'PALMER 1947 AND PROJECTS 4 INCHES.
 CS2691'
 CS2691'TO REACH THE STATION FROM BOWENS BUS STOP AND MOBILGAS SERVICE
 CS2691'STATION IN PALMER, GO NORTH ON U.S. HIGHWAY 75 FOR 0.5 MILE
 CS2691'TO THE STATION ON THE LEFT AS DESCRIBED.  THE AZIMUTH MARK
 CS2691'IS PASSED ON THE LEFT, 0.1 MILE NORTH OF THE SERVICE STATION.
 CS2691'
 CS2691'A 74 FOOT SIGNAL AT TRUMBULL IS VISIBLE AT 37 FEET.
 CS2691'
 CS2691'A 74 FOOT SIGNAL AT BRISTOL IS VISIBLE AT 37 FEET.
 CS2691'
 CS2691'A 74 FOOT SIGNAL AT GARRETT IS VISIBLE AT 37 FEET.
 CS2691'
 CS2691'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2691
 CS2691                          STATION RECOVERY (1962)
 CS2691
 CS2691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS2691'THE STATION IS LOCATED ALONG FORMER U.S. HWY 75 IN FORK OF RDS. AT
 CS2691'THE N EDGE OF THE CITY OF PALMER.  IT IS 50 FT W OF THE CENTER OF
 CS2691'FORMER U.S. HWY 75 AND 40 FT E OF THE CENTER OF A PAVED ROAD,
 CS2691'4.5 FT SE OF A POWER POLE.  THE MARK, STAMPED PALMER 1947 IS ABOUT
 CS2691'8 IN. BELOW GROUND.
 CS2691'
 CS2691'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK ARE ALL RIGHT.
 CS2691'
 CS2691'REFERENCE MARK NO. 2 IS SLIGHTLY DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2687 ***********************************************************************
 CS2687  DESIGNATION -  PALMER MUNICIPAL TANK
 CS2687  PID         -  CS2687
 CS2687  STATE/COUNTY-  TX/ELLIS
 CS2687  USGS QUAD   -  PALMER (1978)
 CS2687
 CS2687                         *CURRENT SURVEY CONTROL
 CS2687  ___________________________________________________________________
 CS2687* NAD 83(1993)-  32 25 50.11706(N)    096 40 07.11698(W)     ADJUSTED  
 CS2687* NAVD 88     -                                                        
 CS2687  ___________________________________________________________________
 CS2687  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 CS2687  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS2687
 CS2687  HORZ ORDER  -  THIRD
 CS2687
 CS2687.The horizontal coordinates were established by classical geodetic methods
 CS2687.and adjusted by the National Geodetic Survey in February 1996..
 CS2687
 CS2687
 CS2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2687
 CS2687.The geoid height was determined by GEOID03.
 CS2687
 CS2687;                    North         East     Units Scale Factor Converg.
 CS2687;SPC TXNC     - 2,086,213.283   772,216.393   MT  0.99993094   +0 59 55.7
 CS2687;SPC TXNC     - 6,844,518.08  2,533,513.28   sFT  0.99993094   +0 59 55.7
 CS2687;UTM  14      - 3,590,557.149   719,199.636   MT  1.00019254   +1 15 02.7
 CS2687
 CS2687                          SUPERSEDED SURVEY CONTROL
 CS2687
 CS2687  NAD 83(1986)-  32 25 50.12429(N)    096 40 07.09896(W) AD(       ) 4
 CS2687  NAD 27      -  32 25 49.61500(N)    096 40 06.12700(W) AD(       ) 3
 CS2687
 CS2687.Superseded values are not recommended for survey control.
 CS2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2687.See file dsdata.txt to determine how the superseded data were derived.
 CS2687
 CS2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1920090557(NAD 83)
 CS2687_MARKER: 53 = ELEVATED TANK
 CS2687
 CS2687  HISTORY     - Date     Condition        Report By
 CS2687  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2687  HISTORY     - 1980     GOOD             LOCENG
 CS2687
 CS2687                          STATION DESCRIPTION
 CS2687
 CS2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2687'THE STATION IS LOCATED ABOUT 0.15 MILE WEST OF WARDS SERVICE
 CS2687'STATION ON U.S. HIGHWAY 175.  IT IS A 4 LEGGED STEEL TANK
 CS2687'ABOUT 120 FEET HIGH.  THE LEGS ARE PAINTED BLACK AND THE
 CS2687'TANK SILVER.  THE NAME PALMER IS PAINTED IN BLACK LETTERS
 CS2687'ON THE SOUTHEAST AND NORTH SIDES AND THERE IS A LIGHT AND
 CS2687'BALL ON TOP.
 CS2687'
 CS2687'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 CS2687
 CS2687                          STATION RECOVERY (1980)
 CS2687
 CS2687'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2687'PALMER MUNI WATER TANK INTERSECTION STA - GOOD CONDITION.
 CS2687'
 CS2687'DISTANCE AND DIRECTION FROM NEAREST TOWN--PALMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1421 ***********************************************************************
 AB1421  DESIGNATION -  PALMITAL NORTH WINDMILL
 AB1421  PID         -  AB1421
 AB1421  STATE/COUNTY-  TX/WILLACY
 AB1421  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1421
 AB1421                         *CURRENT SURVEY CONTROL
 AB1421  ___________________________________________________________________
 AB1421* NAD 83(1993)-  26 35 16.88422(N)    097 28 39.13079(W)     ADJUSTED  
 AB1421* NAVD 88     -                                                        
 AB1421  ___________________________________________________________________
 AB1421  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 AB1421  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AB1421
 AB1421  HORZ ORDER  -  THIRD
 AB1421
 AB1421.The horizontal coordinates were established by classical geodetic methods
 AB1421.and adjusted by the National Geodetic Survey in February 1996..
 AB1421
 AB1421
 AB1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1421
 AB1421.The geoid height was determined by GEOID03.
 AB1421
 AB1421;                    North         East     Units Scale Factor Converg.
 AB1421;SPC TX S     - 5,102,491.759   401,842.522   MT  0.99992060   +0 27 51.1
 AB1421;SPC TX S     -16,740,425.05  1,318,378.34   sFT  0.99992060   +0 27 51.1
 AB1421;UTM  14      - 2,941,708.047   651,608.842   MT  0.99988378   +0 40 53.6
 AB1421
 AB1421                          SUPERSEDED SURVEY CONTROL
 AB1421
 AB1421  NAD 83(1986)-  26 35 16.89666(N)    097 28 39.09743(W) AD(       ) 4
 AB1421  NAD 27      -  26 35 15.66600(N)    097 28 38.15900(W) AD(       ) 3
 AB1421
 AB1421.Superseded values are not recommended for survey control.
 AB1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1421.See file dsdata.txt to determine how the superseded data were derived.
 AB1421
 AB1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5160941708(NAD 83)
 AB1421_MARKER: 66 = WINDMILL
 AB1421
 AB1421  HISTORY     - Date     Condition        Report By
 AB1421  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1421
 AB1421                          STATION DESCRIPTION
 AB1421
 AB1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1421'LOCATED ON SAUZ RANCH ABOUT 20 MILES E OF RAYMONDVILLE.
 AB1421'
 AB1421'TO REACH FROM SAUZ RANCH HOUSE, GO NW ON ROAD 0.2 MILE TO GATE,
 AB1421'PASS THROUGH AND FOLLOW GRADED ROAD NNE 1.25 MILES TO BRIDGE,
 AB1421'CONTINUE ON GRADED ROAD 1.3 MILES TO FORK IN GRADED ROAD, TAKE
 AB1421'LEFT FORK 100 FT. THEN RIGHT ON DIM TRACK ROAD 0.25 MILE TO GATE,
 AB1421'PASS THROUGH AND CONTINUE N ON TRACK ROAD 0.9 MILE TO GATE, PASS
 AB1421'THROUGH AND GO 600 FT. TO GATE, PASS THROUGH AND GO N ON TRACK
 AB1421'ROAD 1.6 MILES TO REVERSE FORK, TURN SHARP RIGHT AND FOLLOW
 AB1421'TRACK ROAD E 1.7 MILES TO TWIN WINDMILLS ON LEFT, CONTINUE E
 AB1421'300 FT. TO SHARP TURN RIGHT, TURN RIGHT 0.2 MILE TO FORK,
 AB1421'TAKE LEFT FORK 0.2 MILE TO SHARP TURN LEFT, TURN LEFT AND
 AB1421'FOLLOW TRACK ROAD N 1.4 MILES TO FORK, TAKE RIGHT FORK 3.6
 AB1421'MILES TO DIVISION FENCE BETWEEN NORIAS AND SAUZ RANCHES,
 AB1421'TURN RIGHT AND FOLLOW ROAD ALONG S SIDE OF FENCE 1.0 MILE
 AB1421'(ROAD LEAVES FENCE AT THIS POINT AND TURNS S), CONTINUE
 AB1421'SOUTHERLY ON TRACK ROAD 1.9 MILES TO TWIN WINDMILLS AND
 AB1421'STATION.
 AB1421'
 AB1421'THE STATION IS THE NORTHWESTERLY OF THE TWIN WINDMILLS.  THE
 AB1421'WINDMILL HAS A WOODEN TOWER AND IS ABOUT 35 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1416 ***********************************************************************
 AB1416  DESIGNATION -  PALMITAL SOUTH WINDMILL
 AB1416  PID         -  AB1416
 AB1416  STATE/COUNTY-  TX/WILLACY
 AB1416  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1416
 AB1416                         *CURRENT SURVEY CONTROL
 AB1416  ___________________________________________________________________
 AB1416* NAD 83(1993)-  26 35 16.86522(N)    097 28 38.60357(W)     ADJUSTED  
 AB1416* NAVD 88     -                                                        
 AB1416  ___________________________________________________________________
 AB1416  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 AB1416  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AB1416
 AB1416  HORZ ORDER  -  THIRD
 AB1416
 AB1416.The horizontal coordinates were established by classical geodetic methods
 AB1416.and adjusted by the National Geodetic Survey in February 1996..
 AB1416
 AB1416
 AB1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1416
 AB1416.The geoid height was determined by GEOID03.
 AB1416
 AB1416;                    North         East     Units Scale Factor Converg.
 AB1416;SPC TX S     - 5,102,491.292   401,857.113   MT  0.99992060   +0 27 51.4
 AB1416;SPC TX S     -16,740,423.51  1,318,426.21   sFT  0.99992060   +0 27 51.4
 AB1416;UTM  14      - 2,941,707.636   651,623.434   MT  0.99988383   +0 40 53.8
 AB1416
 AB1416                          SUPERSEDED SURVEY CONTROL
 AB1416
 AB1416  NAD 83(1986)-  26 35 16.87772(N)    097 28 38.57017(W) AD(       ) 4
 AB1416  NAD 27      -  26 35 15.64600(N)    097 28 37.63100(W) AD(       ) 3
 AB1416
 AB1416.Superseded values are not recommended for survey control.
 AB1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1416.See file dsdata.txt to determine how the superseded data were derived.
 AB1416
 AB1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5162341708(NAD 83)
 AB1416_MARKER: 66 = WINDMILL
 AB1416
 AB1416  HISTORY     - Date     Condition        Report By
 AB1416  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1416
 AB1416                          STATION DESCRIPTION
 AB1416
 AB1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1416'LOCATED ON SAUZ RANCH ABOUT 20 MILES E OF RAYMONDVILLE.  TO
 AB1416'REACH FROM SAUZ RANCH HOUSE, GO NW ON ROAD 0.2 MILE TO GATE,
 AB1416'PASS THROUGH AND FOLLOW GRADED ROAD NNE 1.25 MILES TO BRIDGE,
 AB1416'CONTINUE ON GRADED ROAD 1.3 MILES TO FORK OF GRADED ROAD, TAKE
 AB1416'LEFT FORK 100 FT. THEN RIGHT ON DIM TRACK ROAD 0.25 MILE TO GATE,
 AB1416'PASS THROUGH AND CONTINUE N ON TRACK ROAD 0.9 MILE TO GATE, PASS
 AB1416'THROUGH AND GO 600 FT. TO GATE, PASS THROUGH AND FOLLOW TRACK
 AB1416'ROAD N 1.6 MILES TO REVERSE FORK, TURN SHARP RIGHT AND FOLLOW
 AB1416'TRACK ROAD E 1.7 MILES TO TWIN WINDMILLS ON LEFT, CONTINUE
 AB1416'E 300 FT. TO SHARP TURN RIGHT, TURN RIGHT (S) FOR 0.2 MILE
 AB1416'TO FORK, TAKE LEFT FORK 0.2 MILE TO SHARP TURN LEFT, TURN
 AB1416'LEFT AND FOLLOW TRACK ROAD N 1.4 MILES TO FORK, TAKE RIGHT
 AB1416'FORK 3.6 MILES NE TO DIVISION FENCE BETWEEN NORIAS
 AB1416'AND SAUZ RANCHES, TURN RIGHT AND FOLLOW ROAD ALONG S
 AB1416'SIDE OF FENCE 1.0 MILE, (ROAD LEAVES FENCE AT THIS POINT
 AB1416'AND TURNS SOUTH) CONTINUE SOUTHERLY ON TRACK ROAD 1.9 MILES
 AB1416'TO TWIN WINDMILLS AND STATION.
 AB1416'
 AB1416'THE STATION IS THE SOUTHEASTERLY OF THE TWIN WINDMILLS.  THE
 AB1416'WINDMILL HAS A WOODEN TOWER AND IS ABOUT 35 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1582 ***********************************************************************
 AE1582  DESIGNATION -  PALO
 AE1582  PID         -  AE1582
 AE1582  STATE/COUNTY-  TX/HIDALGO
 AE1582  USGS QUAD   -  CITRUS CITY (1980)
 AE1582
 AE1582                         *CURRENT SURVEY CONTROL
 AE1582  ___________________________________________________________________
 AE1582* NAD 83(1993)-  26 19 40.32062(N)    098 27 48.43452(W)     ADJUSTED  
 AE1582* NAVD 88     -        74.     (meters)     243.     (feet)  VERTCON   
 AE1582  ___________________________________________________________________
 AE1582  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AE1582  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AE1582
 AE1582  HORZ ORDER  -  FIRST
 AE1582
 AE1582.The horizontal coordinates were established by classical geodetic methods
 AE1582.and adjusted by the National Geodetic Survey in February 1996..
 AE1582
 AE1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1582
 AE1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1582
 AE1582.The geoid height was determined by GEOID03.
 AE1582
 AE1582;                    North         East     Units Scale Factor Converg.
 AE1582;SPC TX S     - 5,073,257.388   303,648.548   MT  0.99996331   +0 00 59.7
 AE1582;SPC TX S     -16,644,511.95    996,220.28   sFT  0.99996331   +0 00 59.7
 AE1582;UTM  14      - 2,912,105.042   553,546.816   MT  0.99963540   +0 14 16.7
 AE1582
 AE1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1582!SPC TX S     -   0.99999217  x   0.99996331  =   0.99995548
 AE1582!UTM  14      -   0.99999217  x   0.99963540  =   0.99962757
 AE1582
 AE1582:                Primary Azimuth Mark                     Grid Az
 AE1582:SPC TX S     -  PALO AZ MK                               011 00 37.7
 AE1582:UTM  14      -  PALO AZ MK                               010 47 20.7
 AE1582
 AE1582|---------------------------------------------------------------------|
 AE1582| PID    Reference Object                     Distance      Geod. Az  |
 AE1582|                                                           dddmmss.s |
 AE1582| CV2754 PALO AZ MK                                         0110137.4 |
 AE1582| CV2757 PALO RM 3                            29.910 METERS 02944     |
 AE1582| CV2758 PALO RM 4                            28.763 METERS 03012     |
 AE1582| AE1574 MOORE FIELD WATER TANK              APPROX.15.1 KM 0603912.2 |
 AE1582| AE1532 MISSION MUN TANK NO 2               APPROX.21.1 KM 1271837.8 |
 AE1582| AE1518 MISSION NEW MUNICIPAL TANK          APPROX.18.1 KM 1323217.5 |
 AE1582| AE1252 MAMIE RM 4                          APPROX.14.9 KM 1445925.2 |
 AE1582| AE1581 CAPATOSA RANCH NE WINDMILL          APPROX. 6.5 KM 1491541.7 |
 AE1582| AE1580 CAPATOSA RANCH SW WINDMILL          APPROX. 6.5 KM 1492055.2 |
 AE1582| AE1572 MISSION CPL CO N STACK              APPROX.13.4 KM 1510159.0 |
 AE1582| CV2756 PALO RM 2                            19.501 METERS 15354     |
 AE1582| CV2759 PALO RM 5                            24.877 METERS 16125     |
 AE1582| CV2755 PALO RM                              49.260 METERS 18036     |
 AE1582| AE1594 WINDMILL NEAR WHITE HOUSE           APPROX.10.0 KM 2545316.4 |
 AE1582|---------------------------------------------------------------------|
 AE1582
 AE1582                          SUPERSEDED SURVEY CONTROL
 AE1582
 AE1582  NAD 83(1986)-  26 19 40.32547(N)    098 27 48.39811(W) AD(       ) 1
 AE1582  NAD 27      -  26 19 39.07537(N)    098 27 47.32518(W) AD(       ) 1
 AE1582  NGVD 29 (07/19/86)   74.     (m)          243.     (f) VERT ANG       
 AE1582
 AE1582.Superseded values are not recommended for survey control.
 AE1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1582.See file dsdata.txt to determine how the superseded data were derived.
 AE1582
 AE1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5354712105(NAD 83)
 AE1582_MARKER: DS = TRIANGULATION STATION DISK
 AE1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1582
 AE1582  HISTORY     - Date     Condition        Report By
 AE1582  HISTORY     - 1917     MONUMENTED       CGS
 AE1582  HISTORY     - 1946     SEE DESCRIPTION  CGS
 AE1582  HISTORY     - 1955     GOOD             SUNOCO
 AE1582  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE1582
 AE1582                          STATION DESCRIPTION
 AE1582
 AE1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1582'STATION IS ABOUT 6-1/2 MILES N OF THE ST. LOUIS, BROWNSVILLE
 AE1582'AND MEXICO RAILWAY, 7 MILES N BY W FROM PENITAS, AND 2-1/2 MILES
 AE1582'NW FROM PALO BLANCO RANCH, NEAR A NEW FRAME HOUSE AND WINDMILL ON
 AE1582'A GOAT RANCH.  IT IS BEST FOUND BY GOING 3/4 MILE NW FROM THE
 AE1582'PALO BLANCO RANCH, THEN 2 MILES N AND 1/2 MILE W TO THE STATION.
 AE1582'
 AE1582'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF CONCRETE.
 AE1582'
 AE1582'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1582'
 AE1582'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1582'CONCRETE, AND SET AT THE NW CORNER OF THE NEW FRAME HOUSE
 AE1582'MENTIONED ABOVE, 49.26 METERS (161.6 FEET) FROM THE STATION
 AE1582'S 0 DEG 36 MIN W.
 AE1582'
 AE1582'ELEVATION OF THE STATION, 72.5 METERS (238 FEET).
 AE1582
 AE1582                          STATION RECOVERY (1946)
 AE1582
 AE1582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1582'STATION WAS RECOVERED BUT ALL LAND MARKS MENTIONED IN THE 1917
 AE1582'DESCRIPTION ARE GONE.  THE STATION MARK WAS FOUND IN VERY GOOD
 AE1582'CONDITION.  THE REFERENCE MARK HAS BEEN DESTROYED AND TWO NEW
 AE1582'REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS
 AE1582'PARTY AS DESCRIBED BELOW.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AE1582'
 AE1582'STATION IS LOCATED ABOUT 17 MILES WEST OF EDINBURG ON LAND OWNED
 AE1582'BY MR. W.H. BRADEN.  IT IS ABOUT 0.5 MILE SOUTH OF A DIRT ROAD, 37
 AE1582'FEET WEST OF A NORTH-SOUTH FENCE, 31 FEET NORTHWEST OF A TRIPLE
 AE1582'MESQUITE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 AE1582'PALO 1917.  SURFACE MARK, SUBSURFACE MARK AS DESCRIBED
 AE1582'IN 1917.
 AE1582'
 AE1582'REFERENCE MARK NO. 2 IS 63.98 FEET SOUTHWEST OF THE STATION IN
 AE1582'THE NORTH-SOUTH FENCELINE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 AE1582'THE DISK IS STAMPED PALO NO 2 1917.
 AE1582'
 AE1582'REFERENCE MARK NO. 3 IS 98.13 FEET NORTH-NORTHEAST OF THE STATION
 AE1582'IN THE NORTH-SOUTH FENCELINE.  THE MARK PROJECTS ABOUT 8 INCHES
 AE1582'AND THE DISK IS STAMPED PALO NO 3 1917.
 AE1582'
 AE1582'AZIMUTH MARK IS ABOUT 0.15 MILE NORTH OF THE STATION IN THE
 AE1582'NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 AE1582'THE DISK IS STAMPED PALO 1917.
 AE1582'
 AE1582'TO REACH THE STATION FROM THE COURTHOUSE IN EDINBURG, GO WEST
 AE1582'ON STATE HIGHWAY 107 FOR 9.4 MILES TO WHERE HIGHWAY 107 TURNS
 AE1582'SOUTH AND FARM ROAD 681 STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD
 AE1582'ON FARM ROAD 681 FOR 1.9 MILES TO WHERE ROAD 681 CURVES RIGHT
 AE1582'AND A DIRT ROAD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON DIRT
 AE1582'ROAD FOR 7.4 MILES TO A CATTLE GUARD, CONTINUE STRAIGHT AHEAD
 AE1582'0.5 MILE TO A DIM ROAD LEFT, TURN LEFT ON DIM ROAD AND GO 0.5
 AE1582'MILE TO THE AZIMUTH MARK ON THE RIGHT IN A NORTH-SOUTH
 AE1582'FENCELINE, CONTINUE 0.15 MILE TO THE STATION.
 AE1582'
 AE1582'HEIGHT OF LIGHT ABOVE STATION MARK.  22 METERS.
 AE1582
 AE1582                          STATION RECOVERY (1955)
 AE1582
 AE1582'RECOVERY NOTE BY SUN OIL COMPANY 1955 (WTR)
 AE1582'AS DESCRIBED AND IN GOOD SHAPE IN A BRUSH PASTURE.
 AE1582
 AE1582                          STATION RECOVERY (1974)
 AE1582
 AE1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1582'THE UNDERGROUND STATION MARK REFERENCE MARKS 2, 3 AND THE
 AE1582'AZIMUTH MARK WERE RECOVERED, HOWEVER THE UNDERGROUND STATION
 AE1582'MARK WAS ONLY ABOUT 6 INCHES BELOW THE GROUND SURFACE.
 AE1582'REFERENCE MARKS 2 AND 3 WERE FOUND TO BE LOOSE AND WERE DESTROYED
 AE1582'AT THIS TIME.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 AE1582'NEW STATION MARKS WERE SET HOLDING THE SAME POSITION AS THE
 AE1582'UNDERGROUND MARK.  REFERENCE MARKS 4 AND 5 WERE ESTABLISHED.
 AE1582'A NEW DESCRIPTION FOLLOWS.
 AE1582'
 AE1582'THE STATION IS ABOUT 19 MILES WEST AND 2 MILES NORTH OF EDINBURG,
 AE1582'9-1/2 MILES WEST AND 7 MILES NORTH OF MISSION, 5-1/2 MILES EAST
 AE1582'OF THE STARR-HIDALGO COUNTY LINE, 5 MILES NORTH AND 1 MILE EAST
 AE1582'OF LA JOYA AND ON PROPERTY LEASED BY MISTER ZAMORA WHO GAVE
 AE1582'PERMISSION TO BUILD THE TOWER.
 AE1582'
 AE1582'TO REACH THE STATION FROM THE INTERSECTION OF 10TH AVENUE AND
 AE1582'UNIVERSITY DRIVE (STATE HIGHWAY 107) AT THE WEST SIDE OF THE
 AE1582'HIDALGO COUNTY COURT HOUSE IN EDINBURG GO WEST ON STATE HIGHWAY
 AE1582'107 FOR 8.9 MILES TO WHERE STATE HIGHWAY 107 TURNS SOUTH AND
 AE1582'FARM ROAD 681 CONTINUES WEST.  CONTINUE WEST ON FARM ROAD 681
 AE1582'FOR 1.8 MILES TO WHERE FARM ROAD 681 TURNS NORTH AND FARM ROAD
 AE1582'492 CONTINUES WEST.  CONTINUE WEST ON FARM ROAD 492 FOR 1.9
 AE1582'MILES TO WHERE FARM ROAD 492 TURNS SOUTH AND FARM ROAD 2221
 AE1582'CONTINUES WEST.  CONTINUE WEST ON FARM ROAD 2221 FOR 6.0 MILES
 AE1582'TO WHERE THE PAVEMENT ENDS AND A CROSSROAD.  (TO REACH MISTER
 AE1582'ZAMORA HOUSE CONTINUE WEST ON GRAVELED ROAD FOR 0.3 MILE TO
 AE1582'A SIDE ROAD RIGHT AND A GATE.  TURN RIGHT AND GO NORTH FOR 0.15
 AE1582'MILE TO MISTER ZAMORA HOME ON THE RIGHT).  TURN LEFT AND GO
 AE1582'SOUTH ON GRAVELED ROAD FOR 0.25 MILE TO A GATE AND GRADED
 AE1582'ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON GRADED ROAD FOR
 AE1582'0.4 MILE TO A FORK AND A WIRE GATE ON THE LEFT.  TAKE THE RIGHT
 AE1582'FORK AND GO SOUTH ON TRACK ROAD FOR 0.2 MILE TO A DIM FORK.
 AE1582'TAKE LEFT FORK AND GO EAST ON TRACK ROAD FOR 0.6 MILE TO A
 AE1582'FENCE.  TURN RIGHT AND GO SOUTH ALONG THE WEST SIDE OF THE FENCE
 AE1582'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 AE1582'SOUTH ON TRACK ROAD ALONG THE WEST SIDE OF THE FENCE FOR 0.15
 AE1582'MILE TO THE STATION AT THE TOP OF A SMALL RIDGE.
 AE1582'
 AE1582'THE STATION MARKS ARE STANDARD DISKS, STAMPED PALO 1917 1974.
 AE1582'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AE1582'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 AE1582'37 FEET WEST OF A BARBED WIRE FENCE, 32 FEET NORTHWEST OF A
 AE1582'10-INCH FORKED MESQUITE TREE AND 4 FEET NORTH OF A WITNESS POST.
 AE1582'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 AE1582'INCHES BELOW THE SURFACE.
 AE1582'
 AE1582'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PALO 1917 NO 4
 AE1582'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1582'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 98 FEET NORTHEAST
 AE1582'OF THE WITNESS POST, 68 FEET NORTH OF THE 10-INCH FORKED MESQUITE
 AE1582'TREE, 2 FEET WEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 AE1582'THE STATION.
 AE1582'
 AE1582'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED PALO 1917 NO 5
 AE1582'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1582'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 94 FEET SOUTH OF
 AE1582'A 10-INCH FORKED MESQUITE TREE, 78 FEET SOUTHEAST OF THE WITNESS
 AE1582'POST, 0.5 FOOT WEST OF THE FENCE AND ABOUT THE SAME ELEVATION
 AE1582'AS THE STATION.
 AE1582'
 AE1582'AZIMUTH MARK IS A STANDARD DISK, STAMPED PALO 1917, SET IN THE
 AE1582'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 AE1582'INCHES ABOVE THE GROUND.  IT IS 7 FEET EAST OF THE CENTER OF A
 AE1582'TRACK ROAD AND 2 FEET WEST OF A FENCE.
 AE1582'
 AE1582'HEIGHT OF LIGHT ABOVE STATION MARK 85.9 FEET.
 AE1582'
 AE1582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 AE1582'NORTH OF LA JOYA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1279 ***********************************************************************
 AJ1279  DESIGNATION -  PALO
 AJ1279  PID         -  AJ1279
 AJ1279  STATE/COUNTY-  TX/BROOKS
 AJ1279  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ1279
 AJ1279                         *CURRENT SURVEY CONTROL
 AJ1279  ___________________________________________________________________
 AJ1279* NAD 83(1993)-  27 15 28.02700(N)    098 21 53.71946(W)     ADJUSTED  
 AJ1279* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 AJ1279  ___________________________________________________________________
 AJ1279  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AJ1279  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AJ1279
 AJ1279  HORZ ORDER  -  FIRST
 AJ1279
 AJ1279.The horizontal coordinates were established by classical geodetic methods
 AJ1279.and adjusted by the National Geodetic Survey in February 1996..
 AJ1279
 AJ1279.The orthometric height was scaled from a topographic map.
 AJ1279
 AJ1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1279
 AJ1279.The geoid height was determined by GEOID03.
 AJ1279
 AJ1279;                    North         East     Units Scale Factor Converg.
 AJ1279;SPC TX S     - 5,176,290.204   313,375.162   MT  0.99990479   +0 03 40.8
 AJ1279;SPC TX S     -16,982,545.44  1,028,131.68   sFT  0.99990479   +0 03 40.8
 AJ1279;UTM  14      - 3,015,147.431   562,865.815   MT  0.99964878   +0 17 27.1
 AJ1279
 AJ1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1279!SPC TX S     -   0.99998892  x   0.99990479  =   0.99989372
 AJ1279!UTM  14      -   0.99998892  x   0.99964878  =   0.99963771
 AJ1279
 AJ1279:                Primary Azimuth Mark                     Grid Az
 AJ1279:SPC TX S     -  PALO AZ MK                               020 12 59.4
 AJ1279:UTM  14      -  PALO AZ MK                               019 59 13.1
 AJ1279
 AJ1279|---------------------------------------------------------------------|
 AJ1279| PID    Reference Object                     Distance      Geod. Az  |
 AJ1279|                                                           dddmmss.s |
 AJ1279| CV2760 PALO AZ MK                                         0201640.2 |
 AJ1279| CV2761 PALO RM 1                            21.658 METERS 16910     |
 AJ1279| CV2762 PALO RM 2                            20.319 METERS 27045     |
 AJ1279|---------------------------------------------------------------------|
 AJ1279
 AJ1279                          SUPERSEDED SURVEY CONTROL
 AJ1279
 AJ1279  NAD 83(1986)-  27 15 28.03345(N)    098 21 53.69258(W) AD(       ) 1
 AJ1279  NAD 27      -  27 15 26.88680(N)    098 21 52.65920(W) AD(       ) 1
 AJ1279
 AJ1279.Superseded values are not recommended for survey control.
 AJ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1279.See file dsdata.txt to determine how the superseded data were derived.
 AJ1279
 AJ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6286615147(NAD 83)
 AJ1279_MARKER: DS = TRIANGULATION STATION DISK
 AJ1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1279
 AJ1279  HISTORY     - Date     Condition        Report By
 AJ1279  HISTORY     - 1961     MONUMENTED       CGS
 AJ1279
 AJ1279                          STATION DESCRIPTION
 AJ1279
 AJ1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1279'THE STATION IS ON A LOW SANDY KNOLL APPROXIMATELY 19 MILES
 AJ1279'EAST OF HEBBRONVILLE, 14 MILES WEST OF FALFURRIAS, 0.4 MILE
 AJ1279'SOUTH OF STATE HIGHWAY 285 AND BROOKS-DUVAL COUNTY LINE,
 AJ1279'AND ON PROPERTY OWNED BY THE MILLS-BENNETT RANCH.
 AJ1279'
 AJ1279'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1279'AND STATE HIGHWAY 285 IN FALFURRIAS, GO WEST ON HIGHWAY 285
 AJ1279'FOR 8.0 MILES TO FARM ROAD 1329 ON THE RIGHT.  CONTINUE
 AJ1279'WEST ON HIGHWAY 285 FOR 3.5 MILES TO A BRIDGE OVER THE
 AJ1279'LABARITAS CREEK.  CONTINUE WEST ON HIGHWAY 285 FOR 1.0 MILE
 AJ1279'TO ANOTHER BRIDGE OVER THE LABARITAS CREEK.  CONTINUE WEST
 AJ1279'ON HIGHWAY 285 FOR 1.0 MILE TO AN ALUMINUM GATE ON THE LEFT.
 AJ1279'(THIS GATE IS LOCKED).  (TO REACH THE AZIMUTH MARK FROM THIS
 AJ1279'GATE GO EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.05 MILE
 AJ1279'TO THE AZIMUTH MARK.) TURN LEFT, PASS THROUGH THE GATE, AND
 AJ1279'GO SOUTH ON A SAND ROAD FOR 0.4 MILE TO A LOW SANDY KNOLL
 AJ1279'ON THE LEFT AND THE STATION.
 AJ1279'
 AJ1279'STATION MARKS ARE STANDARD DISKS STAMPED PALO 1961.  THE SURFACE
 AJ1279'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AJ1279'IT IS 56.5 FEET EAST OF THE CENTER OF THE SAND ROAD, 35 FEET
 AJ1279'SOUTH OF A 14-INCH TREE AND 1.5 FEET SOUTHWEST OF A METAL
 AJ1279'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AJ1279'MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1279'
 AJ1279'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PALO NO 1 1961,
 AJ1279'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 AJ1279'IT IS 76.5 FEET EAST OF THE CENTER OF THE SAND ROAD.
 AJ1279'
 AJ1279'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PALO NO 2 1961,
 AJ1279'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 AJ1279'IT IS 73 FEET SOUTHWEST OF THE 14-INCH TREE AND 13 FEET WEST
 AJ1279'OF THE CENTER OF THE SAND ROAD.
 AJ1279'
 AJ1279'AZIMUTH MARK, A STANDARD DISK STAMPED PALO 1961, IS SET IN A
 AJ1279'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 54 FEET
 AJ1279'SOUTH OF THE CENTER OF HIGHWAY 285, 3 FEET SOUTH OF THE
 AJ1279'FENCE AND 2.5 SOUTHWEST OF A METAL WITNESS POST.
 AJ1279'
 AJ1279'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1279'
 AJ1279'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0173 ***********************************************************************
 AP0173  DESIGNATION -  PALO
 AP0173  PID         -  AP0173
 AP0173  STATE/COUNTY-  TX/ZAVALA
 AP0173  USGS QUAD   -  CHACON CREEK NE (1974)
 AP0173
 AP0173                         *CURRENT SURVEY CONTROL
 AP0173  ___________________________________________________________________
 AP0173* NAD 83(1993)-  28 55 46.93550(N)    100 03 28.80246(W)     ADJUSTED  
 AP0173* NAVD 88     -       229.02   (+/-2cm)     751.4    (feet)  VERTCON   
 AP0173  ___________________________________________________________________
 AP0173  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AP0173  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AP0173
 AP0173  HORZ ORDER  -  FIRST
 AP0173  VERT ORDER  -  THIRD ? (See Below)
 AP0173
 AP0173.The horizontal coordinates were established by classical geodetic methods
 AP0173.and adjusted by the National Geodetic Survey in February 1996..
 AP0173
 AP0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0173.The vertical order pertains to the NGVD 29 superseded value.
 AP0173
 AP0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0173
 AP0173.The geoid height was determined by GEOID03.
 AP0173
 AP0173;                    North         East     Units Scale Factor Converg.
 AP0173;SPC TXSC     - 4,121,974.481   496,852.849   MT  0.99988808   -0 31 06.0
 AP0173;SPC TXSC     -13,523,511.28  1,630,091.39   sFT  0.99988808   -0 31 06.0
 AP0173;UTM  14      - 3,200,658.097   396,878.020   MT  0.99973123   -0 30 42.6
 AP0173
 AP0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0173!SPC TXSC     -   0.99996763  x   0.99988808  =   0.99985572
 AP0173!UTM  14      -   0.99996763  x   0.99973123  =   0.99969887
 AP0173
 AP0173|---------------------------------------------------------------------|
 AP0173| PID    Reference Object                     Distance      Geod. Az  |
 AP0173|                                                           dddmmss.s |
 AP0173| CV5034 PALO RM 1                            46.799 METERS 00725     |
 AP0173| AO0782 LA PRYOR MUN TANK                   APPROX.20.5 KM 0853726.4 |
 AP0173| CV5035 PALO RM 2                            18.838 METERS 26000     |
 AP0173| CV5033 PALO AZ MK                                         2721919.8 |
 AP0173|---------------------------------------------------------------------|
 AP0173
 AP0173                          SUPERSEDED SURVEY CONTROL
 AP0173
 AP0173  NAD 83(1986)-  28 55 46.93191(N)    100 03 28.78143(W) AD(       ) 1
 AP0173  NAD 27      -  28 55 46.03758(N)    100 03 27.55031(W) AD(       ) 1
 AP0173  NGVD 29 (07/19/86)  228.90   (m)          751.0    (f) LEVELING    3  
 AP0173
 AP0173.Superseded values are not recommended for survey control.
 AP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0173.See file dsdata.txt to determine how the superseded data were derived.
 AP0173
 AP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT9687800658(NAD 83)
 AP0173_MARKER: DS = TRIANGULATION STATION DISK
 AP0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0173_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AP0173
 AP0173  HISTORY     - Date     Condition        Report By
 AP0173  HISTORY     - 1972     MONUMENTED       NGS
 AP0173  HISTORY     - 20010517 GOOD             USPSQD
 AP0173
 AP0173                          STATION DESCRIPTION
 AP0173
 AP0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0173'THE STATION IS ABOUT 17-1/2 MILES NORTH AND 13-1/2 MILES WEST OF
 AP0173'CRYSTAL CITY, 13 MILES WEST AND 1 MILE SOUTH OF LA PRYOR, ON THE
 AP0173'SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 57.
 AP0173'
 AP0173'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 57 IN
 AP0173'LA PRYOR, GO WEST-SOUTHWEST AND WEST ON U.S. HIGHWAY 57 FOR 8.35
 AP0173'MILES TO A PAVED SIDE ROAD LEFT AND THE ENTRANCE TO THE CHAPARROSA
 AP0173'RANCH.  CONTINUE WEST ON U.S. HIGHWAY 57 FOR 4.1 MILES TO A
 AP0173'SURFACED ROAD AND THE STATION ON THE LEFT.
 AP0173'
 AP0173'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 AP0173'57 FOR 0.65 MILE TO THE MARK ON THE RIGHT.
 AP0173'
 AP0173'STATION MARKS ARE STANDARD DISKS, STAMPED PALO 1972.  THE SURFACE
 AP0173'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AP0173'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 98.0 FEET WEST OF
 AP0173'THE CENTER OF A SURFACED ROAD, 79.0 FEET SOUTH OF THE CENTER OF
 AP0173'U.S.  HIGHWAY 57, 52.5 FEET WEST-NORTHWEST OF A FENCE CORNER
 AP0173'POST AND 10.7 FEET NORTH OF A WITNESS POST IN A FENCE LINE.  THE
 AP0173'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 AP0173'BELOW THE GROUND SURFACE.
 AP0173'
 AP0173'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PALO NO 1 1972, SET IN
 AP0173'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 AP0173'INCHES ABOVE THE GROUND.  IT IS 73.0 FEET NORTH OF THE CENTER OF
 AP0173'U.S.  HIGHWAY 57, 1.6 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A POWER
 AP0173'LINE POLE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AP0173'
 AP0173'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PALO NO 2 1972, SET IN
 AP0173'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 AP0173'INCHES ABOVE THE GROUND.  IT IS 89.0 FEET SOUTH OF THE CENTER OF
 AP0173'U.S.  HIGHWAY 57, 60.7 FEET WEST OF THE WITNESS POST, 0.5 FOOT NORTH
 AP0173'OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AP0173'
 AP0173'AZIMUTH MARK IS A STANDARD DISK, STAMPED PALO 1972, SET IN THE TOP
 AP0173'OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE
 AP0173'GROUND.  IT IS 72.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 57,
 AP0173'2.0 FEET SOUTHWEST OF A WITNESS POST, 1.5 FEET EAST OF A POWER LINE
 AP0173'POLE AND 1.3 FEET SOUTH OF A FENCE.
 AP0173'
 AP0173'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 AP0173
 AP0173                          STATION RECOVERY (2001)
 AP0173
 AP0173'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AP0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0885 ***********************************************************************
 EN0885  DESIGNATION -  PALO
 EN0885  PID         -  EN0885
 EN0885  STATE/COUNTY-  TX/ARMSTRONG
 EN0885  USGS QUAD   -  PONY FLATS (1984)
 EN0885
 EN0885                         *CURRENT SURVEY CONTROL
 EN0885  ___________________________________________________________________
 EN0885* NAD 83(1993)-  34 54 53.82834(N)    101 32 42.95652(W)     ADJUSTED  
 EN0885* NAVD 88     -      1051.8    (meters)    3451.     (feet)  VERTCON   
 EN0885  ___________________________________________________________________
 EN0885  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 EN0885  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EN0885
 EN0885  HORZ ORDER  -  SECOND
 EN0885
 EN0885.The horizontal coordinates were established by classical geodetic methods
 EN0885.and adjusted by the National Geodetic Survey in February 1996..
 EN0885
 EN0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0885
 EN0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0885
 EN0885.The geoid height was determined by GEOID03.
 EN0885
 EN0885;                    North         East     Units Scale Factor Converg.
 EN0885;SPC TX N     - 1,101,503.389   195,863.717   MT  0.99994915   -0 01 34.4
 EN0885;SPC TX N     - 3,613,849.04    642,596.21   sFT  0.99994915   -0 01 34.4
 EN0885;UTM  14      - 3,866,568.935   267,473.647   MT  1.00026643   -1 27 26.9
 EN0885
 EN0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0885!SPC TX N     -   0.99983909  x   0.99994915  =   0.99978825
 EN0885!UTM  14      -   0.99983909  x   1.00026643  =   1.00010548
 EN0885
 EN0885                          SUPERSEDED SURVEY CONTROL
 EN0885
 EN0885  NAD 83(1993)-  34 54 53.83349(N)    101 32 42.95108(W) AD(       ) 2
 EN0885  NAD 83(1986)-  34 54 53.83486(N)    101 32 42.94893(W) AD(       ) 2
 EN0885  NAD 27      -  34 54 53.63872(N)    101 32 41.31728(W) AD(       ) 2
 EN0885  NGVD 29 (01/19/93) 1051.3    (m)         3449.     (f) VERT ANG       
 EN0885
 EN0885.Superseded values are not recommended for survey control.
 EN0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0885.See file dsdata.txt to determine how the superseded data were derived.
 EN0885
 EN0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6747466569(NAD 83)
 EN0885_MARKER: DD = SURVEY DISK
 EN0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0885+STABILITY: SURFACE MOTION
 EN0885
 EN0885  HISTORY     - Date     Condition        Report By
 EN0885  HISTORY     - 1954     MONUMENTED       USGS
 EN0885  HISTORY     - 1964     GOOD             USGS
 EN0885
 EN0885                          STATION DESCRIPTION
 EN0885
 EN0885'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0885'STATION IS LOCATED ABOUT 17.0 MI. S. AND 2.0 MI. E. OF WASHBURN 16.0
 EN0885'MI. AIRLINE SW. OF CLAUDE AND 10.0 MI. N. OF WAYSIDE.
 EN0885'
 EN0885'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 287 AND FARM ROAD 1151
 EN0885'IN WASHBURN, GO S. ON FARM ROAD 1151 (NOTE--WHEN FARM ROAD TURNS E.
 EN0885'CONTINUE ON S.) FOR 11.9 MI. TO CROSSROAD, TURN LEFT (E.) AND GO 1.4
 EN0885'MI. TO TRACK RD. S., TURN RIGHT (S.) AND FOLLOW MAIN TRAVELED TRACK
 EN0885'RD. FOR 5.9 MI. TO Y-FORK, TAKE LEFT FORK AND GO 0.4 MI. TO Y-FORK,
 EN0885'TAKE DIM LEFT FORK E. AND GO 0.3 MI. TO STATION SITE.  STATION IS
 EN0885'ABOUT 50 FT. N. OF RD. AT THIS POINT.
 EN0885'
 EN0885'STATION MARK--A STANDARD TABLET STAMPED---PALO 1954---, CEMENTED IN
 EN0885'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0885'
 EN0885'REFERENCE MARKS--NONE.
 EN0885
 EN0885                          STATION RECOVERY (1964)
 EN0885
 EN0885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JCC)
 EN0885'THE STATION IS ABOUT 17 MILES SOUTHWEST OF CLAUDE, 21 MILES WEST AND
 EN0885'4 MILES SOUTH OF CANYON, 8 MILES NORTH OF WAYSIDE AND ON LAND OWNED
 EN0885'BY THE HARRELL RANCH.
 EN0885'
 EN0885'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM ROADS 284 AND
 EN0885'1258 ABOUT 9 MILES SOUTH OF CLAUDE, GO WEST ON ROAD 1258 FOR 10.3
 EN0885'MILES TO THE END OF THE PAVEMENT.  CONTINUE WEST FOR 4.15 MILES TO
 EN0885'THE ENTRANCE TO THE HARRELL RANCH ON THE LEFT.  TURN LEFT AND GO
 EN0885'SOUTH FOR 0.8 MILE.  TO A CATTLEGUARD AT RANCH BUILDINGS.  CROSS
 EN0885'THE CATTLEGUARD AND CONTINUE SOUTH FOR 0.1 MILE.  AT THIS POINT
 EN0885'BEAR LEFT AND GO SOUTHEAST FOR 0.2 MILE TO A FENCE CORNER.
 EN0885'TURN LEFT AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 1.25
 EN0885'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHEAST FOR 0.8
 EN0885'MILE TO A WINDMILL ON THE RIGHT.  BEAR LEFT AND GO EAST FOR
 EN0885'0.3 MILE TO A T-JUNCTION AT A GATE ON THE LEFT.  TURN RIGHT
 EN0885'AND GO SOUTH 1.15 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 EN0885'CONTINUE SOUTH FOR 0.55 MILE TO A FORK.  BEAR LEFT AND CONTINUE
 EN0885'SOUTH FOR 1.1 MILES TO A CORRAL ON THE LEFT.  CONTINUE SOUTH
 EN0885'FOR 1.5 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 EN0885'SOUTHERLY FOR 0.4 MILE TO A GATE AND THE AZIMUTH MARK.  TURN
 EN0885'LEFT AND GO EAST ALONG THE NORTH SIDE OF A FENCE FOR 0.3 MILE TO
 EN0885'THE HIGHEST POINT AND THE STATION.
 EN0885'
 EN0885'THE MARK IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL SURVEY,
 EN0885'STAMPED PALO 1954, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST
 EN0885'PROJECTING 3 INCHES.  IT IS 57.4 FEET NORTH OF THE CENTERLINE OF A
 EN0885'TRACK ROAD.
 EN0885'
 EN0885'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PALO, THE
 EN0885'DISTANCE BEING 63.47 FEET, 19.346 METERS EAST OF STATION PALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0886 ***********************************************************************
 EN0886  DESIGNATION -  PALO
 EN0886  PID         -  EN0886
 EN0886  STATE/COUNTY-  TX/ARMSTRONG
 EN0886  USGS QUAD   -  PONY FLATS (1984)
 EN0886
 EN0886                         *CURRENT SURVEY CONTROL
 EN0886  ___________________________________________________________________
 EN0886* NAD 83(1993)-  34 54 53.91135(N)    101 32 43.71196(W)     ADJUSTED  
 EN0886* NAVD 88     -      1051.     (meters)    3448.     (feet)  SCALED    
 EN0886  ___________________________________________________________________
 EN0886  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 EN0886  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EN0886
 EN0886  HORZ ORDER  -  SECOND
 EN0886
 EN0886.The horizontal coordinates were established by classical geodetic methods
 EN0886.and adjusted by the National Geodetic Survey in February 1996..
 EN0886
 EN0886.The orthometric height was scaled from a topographic map.
 EN0886
 EN0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0886
 EN0886.The geoid height was determined by GEOID03.
 EN0886
 EN0886;                    North         East     Units Scale Factor Converg.
 EN0886;SPC TX N     - 1,101,505.955   195,844.543   MT  0.99994915   -0 01 34.9
 EN0886;SPC TX N     - 3,613,857.45    642,533.30   sFT  0.99994915   -0 01 34.9
 EN0886;UTM  14      - 3,866,571.981   267,454.537   MT  1.00026654   -1 27 27.3
 EN0886
 EN0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0886!SPC TX N     -   0.99983914  x   0.99994915  =   0.99978829
 EN0886!UTM  14      -   0.99983914  x   1.00026654  =   1.00010563
 EN0886
 EN0886|---------------------------------------------------------------------|
 EN0886| PID    Reference Object                     Distance      Geod. Az  |
 EN0886|                                                           dddmmss.s |
 EN0886| CJ7227 PALO RM 1                            18.398 METERS 00607     |
 EN0886| EN0885 PALO                                 19.346 METERS 09736     |
 EN0886| EN0889 WAYSIDE ATT MICRO RELAY MST         APPROX.10.4 KM 1891931.7 |
 EN0886| CJ7226 PALO AZ MK                                         2563220.1 |
 EN0886|---------------------------------------------------------------------|
 EN0886
 EN0886                          SUPERSEDED SURVEY CONTROL
 EN0886
 EN0886  NAD 83(1993)-  34 54 53.91650(N)    101 32 43.70653(W) AD(       ) 2
 EN0886  NAD 83(1986)-  34 54 53.91787(N)    101 32 43.70437(W) AD(       ) 2
 EN0886  NAD 27      -  34 54 53.72172(N)    101 32 42.07271(W) AD(       ) 2
 EN0886
 EN0886.Superseded values are not recommended for survey control.
 EN0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0886.See file dsdata.txt to determine how the superseded data were derived.
 EN0886
 EN0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6745566572(NAD 83)
 EN0886_MARKER: DS = TRIANGULATION STATION DISK
 EN0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0886
 EN0886  HISTORY     - Date     Condition        Report By
 EN0886  HISTORY     - 1964     MONUMENTED       CGS
 EN0886
 EN0886                          STATION DESCRIPTION
 EN0886
 EN0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0886'THE STATION IS ABOUT 17 MILES SOUTHWEST OF CLAUDE, NEAR THE WEST
 EN0886'EDGE OF THE PALO DURO CANYON AND ON LAND OWNED BY THE HARRELL
 EN0886'RANCH.
 EN0886'
 EN0886'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM ROADS 284 AND
 EN0886'1258 ABOUT 9 MILES SOUTH OF CLAUDE, GO WEST ON ROAD 1258 FOR 10.3
 EN0886'MILES TO THE END OF THE PAVEMENT.  CONTINUE WEST FOR 4.15 MILES TO
 EN0886'THE ENTRANCE TO THE HARRELL RANCH ON THE LEFT.  TURN LEFT AND GO
 EN0886'SOUTH FOR 0.8 MILE.  TO A CATTLEGUARD AT RANCH BUILDINGS.  CROSS
 EN0886'THE CATTLEGUARD AND CONTINUE SOUTH FOR 0.1 MILE.  AT THIS POINT
 EN0886'BEAR LEFT AND GO SOUTHEAST FOR 0.2 MILE TO A FENCE CORNER.
 EN0886'TURN LEFT AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 1.25
 EN0886'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHEAST FOR 0.8
 EN0886'MILE TO A WINDMILL ON THE RIGHT.  BEAR LEFT AND GO EAST FOR
 EN0886'0.3 MILE TO A T-JUNCTION AT A GATE ON THE LEFT.  TURN RIGHT
 EN0886'AND GO SOUTH 1.15 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 EN0886'CONTINUE SOUTH FOR 0.55 MILE TO A FORK.  BEAR LEFT AND CONTINUE
 EN0886'SOUTH FOR 1.1 MILES TO A CORRAL ON THE LEFT.  CONTINUE SOUTH
 EN0886'FOR 1.5 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 EN0886'SOUTHERLY FOR 0.4 MILE TO A GATE AND THE AZIMUTH MARK.  TURN
 EN0886'LEFT AND GO EAST ALONG THE NORTH SIDE OF A FENCE FOR 0.3 MILE TO
 EN0886'THE HIGHEST POINT AND THE STATION.
 EN0886'
 EN0886'THE STATION MARK IS A STANDARD DISK, STAMPED PALO 1964, SET IN THE
 EN0886'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 EN0886'79.3 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND 4.7 FEET
 EN0886'EAST OF A WITNESS POST.
 EN0886'
 EN0886'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PALO NO 1 1964, SET IN
 EN0886'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT
 EN0886'IS 139.7 FEET NORTH OF THE CENTERLINE OF THE ROAD AND AT ABOUT THE
 EN0886'SAME ELEVATION AS THE STATION.
 EN0886'
 EN0886'PALO (USGS) IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL SURVEY,
 EN0886'STAMPED PALO 1954, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST
 EN0886'PROJECTING 3 INCHES.  IT IS 57.4 FEET NORTH OF THE CENTERLINE OF
 EN0886'THE ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0886'
 EN0886'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PALO 1954, SET IN THE
 EN0886'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS
 EN0886'1.0 FEET NORTH OF A FENCE, 2.0 FEET EAST OF AN EAST GATEPOST, 8.0
 EN0886'FEET EAST OF THE CENTERLINE OF A TRACK ROAD AND 1.6 FEET EAST OF A
 EN0886'WITNESS POST.
 EN0886'
 EN0886'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1355 ***********************************************************************
 GL1355  DESIGNATION -  PALO
 GL1355  PID         -  GL1355
 GL1355  STATE/COUNTY-  TX/SHERMAN
 GL1355  USGS QUAD   -  CACTUS WEST (1965)
 GL1355
 GL1355                         *CURRENT SURVEY CONTROL
 GL1355  ___________________________________________________________________
 GL1355* NAD 83(1993)-  36 04 53.99058(N)    102 05 30.35271(W)     ADJUSTED  
 GL1355* NAVD 88     -      1133.8    (meters)    3720.     (feet)  VERTCON   
 GL1355  ___________________________________________________________________
 GL1355  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 GL1355  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 GL1355
 GL1355  HORZ ORDER  -  SECOND
 GL1355
 GL1355.The horizontal coordinates were established by classical geodetic methods
 GL1355.and adjusted by the National Geodetic Survey in February 1996..
 GL1355
 GL1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1355
 GL1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1355
 GL1355.The geoid height was determined by GEOID03.
 GL1355
 GL1355;                    North         East     Units Scale Factor Converg.
 GL1355;SPC TX N     - 1,231,099.139   146,700.880   MT  0.99997787   -0 20 34.6
 GL1355;SPC TX N     - 4,039,031.09    481,301.14   sFT  0.99997787   -0 20 34.6
 GL1355;UTM  13      - 3,996,922.408   761,876.570   MT  1.00044510   +1 42 49.5
 GL1355
 GL1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1355!SPC TX N     -   0.99982612  x   0.99997787  =   0.99980399
 GL1355!UTM  13      -   0.99982612  x   1.00044510  =   1.00027114
 GL1355
 GL1355:                Primary Azimuth Mark                     Grid Az
 GL1355:SPC TX N     -  PALO AZ MK                               020 05 16.8
 GL1355:UTM  13      -  PALO AZ MK                               018 01 52.7
 GL1355
 GL1355|---------------------------------------------------------------------|
 GL1355| PID    Reference Object                     Distance      Geod. Az  |
 GL1355|                                                           dddmmss.s |
 GL1355| CM9667 PALO AZ MK                                         0194442.2 |
 GL1355| CM9668 PALO RM 1                            25.390 METERS 08057     |
 GL1355| GK0918 CACTUS PHILLIPS CHEM CO NE TK       APPROX.10.2 KM 1184121.1 |
 GL1355| CM9669 PALO RM 2                            23.927 METERS 28057     |
 GL1355|---------------------------------------------------------------------|
 GL1355
 GL1355                          SUPERSEDED SURVEY CONTROL
 GL1355
 GL1355  NAD 83(1993)-  36 04 53.99018(N)    102 05 30.35350(W) AD(       ) 2
 GL1355  NAD 83(1986)-  36 04 53.99968(N)    102 05 30.34281(W) AD(       ) 2
 GL1355  NAD 27      -  36 04 53.87300(N)    102 05 28.69900(W) AD(       ) 2
 GL1355  NGVD 29 (07/19/86) 1133.3    (m)         3718.     (f) VERT ANG       
 GL1355
 GL1355.Superseded values are not recommended for survey control.
 GL1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1355.See file dsdata.txt to determine how the superseded data were derived.
 GL1355
 GL1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6187796922(NAD 83)
 GL1355_MARKER: DS = TRIANGULATION STATION DISK
 GL1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1355
 GL1355  HISTORY     - Date     Condition        Report By
 GL1355  HISTORY     - 1935     MONUMENTED       CGS
 GL1355  HISTORY     - 1953     GOOD             CGS
 GL1355
 GL1355                          STATION DESCRIPTION
 GL1355
 GL1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL1355'STATION LIES ABOUT 15-1/2 MILES N AND 7 MILES W OF DUMAS, 6
 GL1355'MILES NW OF ETTER DEPOT, 4.7 MILES W OF STATE HIGHWAY 9, 1
 GL1355'MILE N OF ETTER-DALHART ROAD, ON FLAT GROUND ABOUT 2 MILES
 GL1355'N OF NORTH PALO DURO CREEK, IN THE NW CORNER OF A WHEAT FIELD.
 GL1355'STATION IS 25 YARDS S OF A LONE SHACK, 10 FEET E OF FENCE,
 GL1355'13 FEET S OF FENCE, 70 FEET SW OF PROJECTING 5-INCH CASING
 GL1355'OF AN ABANDONED WELL.  GROUND 1/2 MILE SW OF STATION IS
 GL1355'SLIGHTLY HIGHER.  STATION MARK PROJECTS 6 INCHES.
 GL1355'
 GL1355'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 GL1355'STANDARD BRONZE DISKS SET IN CONCRETE.
 GL1355'
 GL1355'REFERENCE MARK NO. 1 IS ENE OF STATION, 1 FOOT S OF FENCE
 GL1355'AND PROJECTS 8 INCHES.
 GL1355'
 GL1355'REFERENCE MARK NO. 2 IS WNW OF STATION, IN FENCE LINE, AND
 GL1355'PROJECTS 8 INCHES.
 GL1355'
 GL1355'AZIMUTH MARK IS NNE OF STATION, IN A N-S FENCE LINE AND
 GL1355'PROJECTS 5 INCHES.
 GL1355'
 GL1355'STATION IS REACHED FROM DUMAS POST OFFICE BY DRIVING N 15.5
 GL1355'MILES ON STATE HIGHWAY 9, TURN LEFT OR W ON GRADED ROAD
 GL1355'MARKED DALHART 30 MILES FOR 3.0 MILES TO JOG IN MAIN ROAD,
 GL1355'TURN RIGHT OR N 0.1 MILE, TURN LEFT OR W 1.7 MILES TO LONE SW
 GL1355'FENCE CORNER, LEAVE DALHART ROAD TURNING RIGHT OR N FOR
 GL1355'0.9 MILE ON SECTION LINE ROAD ALONG W SIDE OF FENCE TO STATION.
 GL1355'
 GL1355'ONLY GRAVES, AZIMUTH MARK, AND REFERENCE MARKS ARE VISIBLE
 GL1355'FROM GROUND.  A 20-FOOT STAND WAS USED.
 GL1355
 GL1355                          STATION RECOVERY (1953)
 GL1355
 GL1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1355'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 GL1355'NORTH-SOUTH FENCE LINE HAS BEEN REMOVED, THE OLD SHACK AND
 GL1355'THE WELL CASING ALSO HAVE BEEN REMOVED.  A COMPLETE DESCRIPTION
 GL1355'FOLLOWS.
 GL1355'
 GL1355'STATION IS LOCATED, AIRLINE, ABOUT 16-1/2 MILES NORTH NORTHWEST
 GL1355'OF DUMAS, 6 MILES NORTHWEST OF THE ETTER RAILROAD DEPOT, 4.7
 GL1355'MILES WEST OF STATE HIGHWAY 9, 1 MILE NORTH OF THE ETTER-DALHART
 GL1355'ROAD AND ON FLAT GROUND ABOUT 2 MILES NORTH OF THE PALO DURO
 GL1355'CREEK.
 GL1355'
 GL1355'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 GL1355'54 AND 87 AND FARM ROAD 297, TAKE FARM ROAD 297, EAST, AND
 GL1355'GO 11.5 MILES TO THE END OF THE PAVED ROAD.  CONTINUE EAST
 GL1355'ON THE GRAVELED ROAD AND GO 13.0 MILES TO A CATTLE GUARD ON
 GL1355'THE NORTH SIDE OF THE ROAD AND A LONE MAIL BOX.  TURN LEFT,
 GL1355'NORTH, AND GO 0.9 MILE TO A CATTLE GUARD AND AN EAST-WEST
 GL1355'FENCE LINE AND THE STATION ON THE RIGHT.  STATION IS REACHED
 GL1355'FROM DALHART.
 GL1355'
 GL1355'STATION MARK, STAMPED PALO 1935, IS A STANDARD DISK SET IN THE
 GL1355'TOP OF AN IRREGULAR MASS OF CONCRETE 16 INCHES BELOW THE GROUND
 GL1355'SURFACE.  IT IS 40.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 46.0
 GL1355'FEET EAST SOUTHEAST OF THE CENTER OF THE CATTLE GUARD AND 12.8
 GL1355'FEET SOUTH OF A WITNESS POST.
 GL1355'
 GL1355'REFERENCE MARK NUMBER 1, STAMPED PALO NO 1 1935, IS A STANDARD
 GL1355'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, PROJECTING
 GL1355'2 INCHES AND AT THE SAME ELEVATION AS THE STATION.  IT IS 12
 GL1355'INCHES SOUTH OF THE FENCE LINE.
 GL1355'
 GL1355'REFERENCE MARK NUMBER 2, STAMPED PALO NO 2 1935, IS A
 GL1355'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST,
 GL1355'PROJECTING 2 INCHES AND AT THE SAME ELEVATION AS THE STATION.
 GL1355'IT IS 2 FEET NORTH OF THE FENCE LINE.
 GL1355'
 GL1355'AZIMUTH MARK, STAMPED PALO AZIMUTH 1935, IS A STANDARD
 GL1355'REFERENCE MARK DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 GL1355'POST THAT PROJECTS 4 INCHES.  TO REACH FROM THE STATION GO NORTH
 GL1355'NORTHEAST, ACROSS THE FIELD, FOR 0.5 MILE TO THE FENCE LINE
 GL1355'AND THE AZIMUTH MARK. IT IS 1/4 MILE EAST OF THE FARM BUILDINGS
 GL1355'AND 3.0 FEET WEST OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0670 ***********************************************************************
 BN0670  DESIGNATION -  PALO ALTO
 BN0670  PID         -  BN0670
 BN0670  STATE/COUNTY-  TX/GILLESPIE
 BN0670  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0670
 BN0670                         *CURRENT SURVEY CONTROL
 BN0670  ___________________________________________________________________
 BN0670* NAD 83(1993)-  30 19 04.23040(N)    098 52 48.99290(W)     ADJUSTED  
 BN0670* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 BN0670  ___________________________________________________________________
 BN0670  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 BN0670  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BN0670
 BN0670  HORZ ORDER  -  FIRST
 BN0670
 BN0670.The horizontal coordinates were established by classical geodetic methods
 BN0670.and adjusted by the National Geodetic Survey in February 1996..
 BN0670
 BN0670.The orthometric height was scaled from a topographic map.
 BN0670
 BN0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0670
 BN0670.The geoid height was determined by GEOID03.
 BN0670
 BN0670;                    North         East     Units Scale Factor Converg.
 BN0670;SPC TX C     - 3,073,099.892   839,740.560   MT  0.99995238   +0 44 54.3
 BN0670;SPC TX C     -10,082,328.56  2,755,048.82   sFT  0.99995238   +0 44 54.3
 BN0670;SPC TXSC     - 4,275,368.171   611,514.868   MT  1.00001015   +0 03 31.2
 BN0670;SPC TXSC     -14,026,770.41  2,006,278.36   sFT  1.00001015   +0 03 31.2
 BN0670;UTM  14      - 3,354,011.720   511,510.151   MT  0.99960163   +0 03 37.6
 BN0670
 BN0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0670!SPC TX C     -   0.99990440  x   0.99995238  =   0.99985678
 BN0670!SPC TXSC     -   0.99990440  x   1.00001015  =   0.99991455
 BN0670!UTM  14      -   0.99990440  x   0.99960163  =   0.99950607
 BN0670
 BN0670|---------------------------------------------------------------------|
 BN0670| PID    Reference Object                     Distance      Geod. Az  |
 BN0670|                                                           dddmmss.s |
 BN0670| CV5037 PALO ALTO RM 1                       25.698 METERS 10926     |
 BN0670| CV5038 PALO ALTO RM 2                       17.939 METERS 17132     |
 BN0670| CV5036 PALO ALTO AZ MK                                    3452630.6 |
 BN0670|---------------------------------------------------------------------|
 BN0670
 BN0670                          SUPERSEDED SURVEY CONTROL
 BN0670
 BN0670  NAD 83(1986)-  30 19 04.23998(N)    098 52 48.97924(W) AD(       ) 1
 BN0670  NAD 27      -  30 19 03.52140(N)    098 52 47.82930(W) AD(       ) 1
 BN0670
 BN0670.Superseded values are not recommended for survey control.
 BN0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0670.See file dsdata.txt to determine how the superseded data were derived.
 BN0670
 BN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1151054012(NAD 83)
 BN0670_MARKER: DS = TRIANGULATION STATION DISK
 BN0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0670
 BN0670  HISTORY     - Date     Condition        Report By
 BN0670  HISTORY     - 1956     MONUMENTED       CGS
 BN0670  HISTORY     - 1965     GOOD             BGAS
 BN0670  HISTORY     - 19930721 MARK NOT FOUND   USPSQD
 BN0670  HISTORY     - 19960309 GOOD             USPSQD
 BN0670
 BN0670                          STATION DESCRIPTION
 BN0670
 BN0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0670'THE STATION IS ABOUT 3 MILES NORTH-NORTHWEST FREDERICKSBURG,
 BN0670'ON LAND OWNED BY HENRY KAMMLAH.  IT IS 90 FEET WEST OF A FENCE
 BN0670'CORNER, 21 FEET NORTH OF A FENCE AND 6 FEET SOUTHEAST OF A 4 IN
 BN0670'X 4 IN WHITE WITNESS POST.
 BN0670'
 BN0670'TO REACH THE STATION FROM THE INTERSECTION OF WEST MAIN AND
 BN0670'CHERRY STREETS IN FREDERICKSBURG, GO NORTH ON NORTH CHERRY
 BN0670'STREET FOR 0.2 MILE TO A CROSSROADS, TURN LEFT AND GO WEST
 BN0670'AND NORTH ON A SURFACED ROAD FOR 1.0 MILE TO A CATTLE GUARD
 BN0670'AT THE END OF THE SURFACED ROAD, PASS THROUGH THE CATTLE GUARD
 BN0670'AND CONTINUE NORTH ON A GRADED ROAD FOR ABOUT 100 YARDS TO A
 BN0670'Y-JUNCTION, BEAR LEFT AND CONTINUE ON THE GRADED ROAD FOR 0.1
 BN0670'MILE TO A Y-JUNCTION, BEAR LEFT AND GO NORTHWESTERLY ON THE
 BN0670'GRADED ROAD FOR 0.35 MILE TO A GATE, PASS THROUGH THE GATE
 BN0670'AND CONTINUE NORTHWESTERLY FOR 0.2 MILE TO A BOARD GATE,
 BN0670'PASS THROUGH THE GATE AND CONTINUE NORTHERLY FOR 0.35 MILE
 BN0670'TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 BN0670'NORTHERLY FOR 0.95 MILE TO A TRACK ROAD ON THE RIGHT, (THIS
 BN0670'IS ABOUT 100 FEET SOUTH OF THE TOP OF THE DIVIDE) TURN
 BN0670'RIGHT AND FOLLOW THE TRACK ROAD NORTHEASTERLY FOR 0.05 MILE
 BN0670'TO A Y-JUNCTION, BEAR LEFT AND GO NORTH ON THE TRACK ROAD
 BN0670'FOR 0.2 MILE TO A TRANSMISSION LINE, TURN SHARP RIGHT AND FOLLOW
 BN0670'A TRACK ROAD ALONG THE TRANSMISSION LINE FOR ABOUT 150
 BN0670'YARDS, TURN LEFT AND FOLLOW A DIM TRACK ROAD SOUTHEAST FOR
 BN0670'0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 BN0670'SOUTHEAST FOR 0.1 MILE TO A FENCE, BEAR RIGHT AND GO
 BN0670'SOUTH ALONG THE WEST SIDE OF THE FENCE FOR 0.15 MILE TO THE
 BN0670'STATION.
 BN0670'
 BN0670'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED PALO
 BN0670'ALTO 1956.
 BN0670'
 BN0670'REFERENCE MARK 1 IS 11 FEET SOUTHWEST OF THE FENCE CORNER.  THE
 BN0670'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED PALO
 BN0670'ALTO NO 1 1956.
 BN0670'
 BN0670'REFERENCE MARK 2 IS 38 FEET SOUTH OF THE FENCE.  THE MARK IS
 BN0670'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED PALO ALTO NO 2
 BN0670'1956.
 BN0670'
 BN0670'THE AZIMUTH MARK IS 4 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS
 BN0670'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BN0670'PALO ALTO 1956.  CONSIDERABLE CLEARING WILL BE NECESSARY ON
 BN0670'LINE TO THE AZIMUTH MARK.  IF DESIREABLE, OBJECTS CAN BE
 BN0670'MADE VISIBLE FROM THE GROUND IN FREDERICKSBURG BY ABOUT AN
 BN0670'HOURS CLEARING.
 BN0670'
 BN0670'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BN0670
 BN0670                          STATION RECOVERY (1965)
 BN0670
 BN0670'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 BN0670'STATION WAS VISITED JULY 27 AND ALL MARKS WERE FOUND IN GOOD
 BN0670'CONDITION.
 BN0670'
 BN0670'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 BN0670
 BN0670                          STATION RECOVERY (1993)
 BN0670
 BN0670'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0670'MARK NOT FOUND.
 BN0670
 BN0670                          STATION RECOVERY (1996)
 BN0670
 BN0670'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0835 ***********************************************************************
 GK0835  DESIGNATION -  PALO DURO
 GK0835  PID         -  GK0835
 GK0835  STATE/COUNTY-  TX/HANSFORD
 GK0835  USGS QUAD   -  WAKA (1973)
 GK0835
 GK0835                         *CURRENT SURVEY CONTROL
 GK0835  ___________________________________________________________________
 GK0835* NAD 83(1993)-  36 20 04.40905(N)    101 07 06.65619(W)     ADJUSTED  
 GK0835* NAVD 88     -       922.     (meters)    3025.     (feet)  SCALED    
 GK0835  ___________________________________________________________________
 GK0835  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 GK0835  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 GK0835
 GK0835  HORZ ORDER  -  SECOND
 GK0835
 GK0835.The horizontal coordinates were established by classical geodetic methods
 GK0835.and adjusted by the National Geodetic Survey in February 1996..
 GK0835
 GK0835.The orthometric height was scaled from a topographic map.
 GK0835
 GK0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0835
 GK0835.The geoid height was determined by GEOID03.
 GK0835
 GK0835;                    North         East     Units Scale Factor Converg.
 GK0835;SPC TX N     - 1,259,067.739   234,251.415   MT  1.00003878   +0 13 15.9
 GK0835;SPC TX N     - 4,130,791.41    768,539.85   sFT  1.00003878   +0 13 15.9
 GK0835;UTM  14      - 4,023,140.188   309,859.931   MT  1.00004546   -1 15 20.1
 GK0835
 GK0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0835!SPC TX N     -   0.99985952  x   1.00003878  =   0.99989829
 GK0835!UTM  14      -   0.99985952  x   1.00004546  =   0.99990497
 GK0835
 GK0835|---------------------------------------------------------------------|
 GK0835| PID    Reference Object                     Distance      Geod. Az  |
 GK0835|                                                           dddmmss.s |
 GK0835| CM9672 PALO DURO RM 1                       22.820 METERS 07111     |
 GK0835| CM9673 PALO DURO RM 2                       18.042 METERS 17308     |
 GK0835| CM9671 PALO DURO AZ MK                                    2701910.7 |
 GK0835|---------------------------------------------------------------------|
 GK0835
 GK0835                          SUPERSEDED SURVEY CONTROL
 GK0835
 GK0835  NAD 83(1993)-  36 20 04.40887(N)    101 07 06.65679(W) AD(       ) 2
 GK0835  NAD 83(1986)-  36 20 04.41543(N)    101 07 06.64260(W) AD(       ) 2
 GK0835  NAD 27      -  36 20 04.30300(N)    101 07 05.08100(W) AD(       ) 2
 GK0835
 GK0835.Superseded values are not recommended for survey control.
 GK0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0835.See file dsdata.txt to determine how the superseded data were derived.
 GK0835
 GK0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0986023140(NAD 83)
 GK0835_MARKER: DS = TRIANGULATION STATION DISK
 GK0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0835
 GK0835  HISTORY     - Date     Condition        Report By
 GK0835  HISTORY     - 1952     MONUMENTED       CGS
 GK0835
 GK0835                          STATION DESCRIPTION
 GK0835
 GK0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0835'STATION IS LOCATED, AIRLINE, 5 MILES NORTHWEST OF WAKA, 8-1/2
 GK0835'MILES WEST OF FARNSWORTH, 2 MILES WEST OF THE
 GK0835'OCHILTREE-HANSFORD COUNTY LINE, AND ON A CURVE OF AN EAST-WEST
 GK0835'ROAD ABOUT 1/2 MILE SOUTH OF MR. BRILLHARTS RANCH.
 GK0835'
 GK0835'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 GK0835'IN SPEARMAN, GO EAST FOR 0.05 MILE, TURN LEFT, NORTH, AND GO
 GK0835'0.2 MILE TO STATE HIGHWAY 117.  TURN RIGHT, NORTHEAST, ON
 GK0835'STATE HIGHWAY 117 AND GO 4.6 MILES TO A CROSS ROAD.  TURN LEFT,
 GK0835'NORTH, AND GO 6.4 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 GK0835'RIGHT, EAST, AND GO 0.5 MILE TO A CATTLE GUARD AND THE STATION
 GK0835'ON THE RIGHT.
 GK0835'
 GK0835'STATION MARK, STAMPED PALO DURO 1952, IS A STANDARD DISK
 GK0835'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GK0835'AND FLUSH WITH THE GROUND.  IT IS 44.8 FEET SOUTH OF THE
 GK0835'CENTERLINE OF THE FARM ROAD AT A CATTLE GUARD AND GATE, 10.7
 GK0835'FEET WEST OF A FENCE LINE AND 9.7 FEET WEST OF A WITNESS POST.
 GK0835'
 GK0835'REFERENCE MARK NUMBER 1, STAMPED PALO DURO NO 1 1952, IS A
 GK0835'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GK0835'INCHES IN DIAMETER, PROJECTING 4 INCHES AND AT THE SAME
 GK0835'ELEVATION AS THE STATION.  IT IS 27 FEET SOUTH OF THE CENTERLINE
 GK0835'OF THE ROAD AT THE CURVE.
 GK0835'
 GK0835'REFERENCE MARK NUMBER 2, STAMPED PALO DURO NO 2 1952, IS
 GK0835'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GK0835'INCHES IN DIAMETER, PROJECTING 4 INCHES AND AT THE SAME
 GK0835'ELEVATION AS THE STATION.  IT IS 2 FEET WEST OF A FENCE LINE.
 GK0835'
 GK0835'AZIMUTH MARK, STAMPED PALO DURO 1952, IS A STANDARD DISK
 GK0835'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GK0835'AND PROJECTING 4 INCHES.  TO REACH FROM THE STATION, GO WEST
 GK0835'ON THE FARM ROAD FOR 0.5 MILE TO THE CROSS ROAD AND THE AZIMUTH
 GK0835'MARK ON THE RIGHT.  IT IS 20 FEET NORTH OF THE CENTERLINE
 GK0835'OF AN EAST-WEST ROAD, 36 FEET EAST OF THE CENTERLINE OF
 GK0835'A NORTH-SOUTH ROAD AND 2 FEET SOUTH OF A POWER LINE POLE.
 GK0835'
 GK0835'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1589 ***********************************************************************
 AH1589  DESIGNATION -  PALO MARCADO WINDMILL
 AH1589  PID         -  AH1589
 AH1589  STATE/COUNTY-  TX/KLEBERG
 AH1589  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1589
 AH1589                         *CURRENT SURVEY CONTROL
 AH1589  ___________________________________________________________________
 AH1589* NAD 83(1993)-  27 31 31.33372(N)    097 45 57.97801(W)     ADJUSTED  
 AH1589* NAVD 88     -                                                        
 AH1589  ___________________________________________________________________
 AH1589  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1589  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH1589
 AH1589  HORZ ORDER  -  THIRD
 AH1589
 AH1589.The horizontal coordinates were established by classical geodetic methods
 AH1589.and adjusted by the National Geodetic Survey in February 1996..
 AH1589
 AH1589
 AH1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1589
 AH1589.The geoid height was determined by GEOID03.
 AH1589
 AH1589;                    North         East     Units Scale Factor Converg.
 AH1589;SPC TX S     - 5,206,142.473   372,496.087   MT  0.99993651   +0 19 59.5
 AH1589;SPC TX S     -17,080,485.76  1,222,097.58   sFT  0.99993651   +0 19 59.5
 AH1589;UTM  14      - 3,045,233.463   621,852.511   MT  0.99978328   +0 34 13.1
 AH1589
 AH1589                          SUPERSEDED SURVEY CONTROL
 AH1589
 AH1589  NAD 83(1986)-  27 31 31.34407(N)    097 45 57.95446(W) AD(       ) 4
 AH1589  NAD 27      -  27 31 30.21000(N)    097 45 56.97000(W) AD(       ) 3
 AH1589
 AH1589.Superseded values are not recommended for survey control.
 AH1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1589.See file dsdata.txt to determine how the superseded data were derived.
 AH1589
 AH1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2185345233(NAD 83)
 AH1589_MARKER: 66 = WINDMILL
 AH1589
 AH1589  HISTORY     - Date     Condition        Report By
 AH1589  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1589
 AH1589                          STATION DESCRIPTION
 AH1589
 AH1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1589'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 6-1/2 MILES EAST
 AH1589'OF KINGSVILLE, ABOUT 2 MILES EAST OF THE JUNCTION OF A SHELL
 AH1589'ROAD LEADING SE FROM MAIN KINGSVILLE-LAURELES ROAD, ALONG THE
 AH1589'NORTH SIDE OF AN S CURVE IN THE MAIN ROAD, IN THE Y OF A
 AH1589'FENCE 133 FT. NORTH OF A GATE ACROSS THE MAIN ROAD, AND 18
 AH1589'FT. NORTH OF PRIM TRAV STA NO 6 TEXAS A 3 1923.
 AH1589'
 AH1589'STATION IS TOP CENTER OF STEEL WINDMILL TOWER 28.5 FT. HIGH.
 AH1589'
 AH1589'(PALO MARCADO MEANS MARKED TREE OR POST.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0798 ***********************************************************************
 EN0798  DESIGNATION -  PALODURO
 EN0798  PID         -  EN0798
 EN0798  STATE/COUNTY-  TX/ARMSTRONG
 EN0798  USGS QUAD   -  PALODURO (1979)
 EN0798
 EN0798                         *CURRENT SURVEY CONTROL
 EN0798  ___________________________________________________________________
 EN0798* NAD 83(1993)-  34 48 17.50946(N)    101 12 14.84142(W)     ADJUSTED  
 EN0798* NAVD 88     -       946.     (meters)    3104.     (feet)  SCALED    
 EN0798  ___________________________________________________________________
 EN0798  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 EN0798  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EN0798
 EN0798  HORZ ORDER  -  SECOND
 EN0798
 EN0798.The horizontal coordinates were established by classical geodetic methods
 EN0798.and adjusted by the National Geodetic Survey in February 1996..
 EN0798
 EN0798.The orthometric height was scaled from a topographic map.
 EN0798
 EN0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0798
 EN0798.The geoid height was determined by GEOID03.
 EN0798
 EN0798;                    North         East     Units Scale Factor Converg.
 EN0798;SPC TX N     - 1,089,330.457   227,073.155   MT  0.99996771   +0 10 17.3
 EN0798;SPC TX N     - 3,573,911.67    744,989.18   sFT  0.99996771   +0 10 17.3
 EN0798;UTM  14      - 3,853,617.773   298,376.379   MT  1.00010107   -1 15 30.6
 EN0798
 EN0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0798!SPC TX N     -   0.99985572  x   0.99996771  =   0.99982344
 EN0798!UTM  14      -   0.99985572  x   1.00010107  =   0.99995678
 EN0798
 EN0798|---------------------------------------------------------------------|
 EN0798| PID    Reference Object                     Distance      Geod. Az  |
 EN0798|                                                           dddmmss.s |
 EN0798| CJ7229 PALODURO RM 1                         7.939 METERS 16517     |
 EN0798| CJ7230 PALODURO RM 2                         7.723 METERS 33134     |
 EN0798| CJ7228 PALODURO AZ MK                                     3542410.9 |
 EN0798|---------------------------------------------------------------------|
 EN0798
 EN0798                          SUPERSEDED SURVEY CONTROL
 EN0798
 EN0798  NAD 83(1993)-  34 48 17.51169(N)    101 12 14.83814(W) AD(       ) 2
 EN0798  NAD 83(1986)-  34 48 17.51578(N)    101 12 14.83381(W) AD(       ) 2
 EN0798  NAD 27      -  34 48 17.32018(N)    101 12 13.26452(W) AD(       ) 2
 EN0798
 EN0798.Superseded values are not recommended for survey control.
 EN0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0798.See file dsdata.txt to determine how the superseded data were derived.
 EN0798
 EN0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9837653618(NAD 83)
 EN0798_MARKER: DS = TRIANGULATION STATION DISK
 EN0798_SETTING: 66 = SET IN ROCK OUTCROP
 EN0798
 EN0798  HISTORY     - Date     Condition        Report By
 EN0798  HISTORY     - 1964     MONUMENTED       CGS
 EN0798
 EN0798                          STATION DESCRIPTION
 EN0798
 EN0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0798'THE STATION IS ABOUT 23 MILES NORTH-NORTHEAST OF SILVERTON, 22-1/2
 EN0798'MILES SOUTHEAST OF CLAUDE, 20 MILES SOUTHWEST OF CLARENDON AND ABOUT
 EN0798'1-1/4 MILES SOUTHWEST OF THE J A RANCH HEADQUARTERS, NEAR THE WEST
 EN0798'EDGE OF A FLAT TOPPED, PROMINENT BUTTE, THE HIGHEST IN THE
 EN0798'IMMEDIATE VICINITY.
 EN0798'
 EN0798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 EN0798'ROAD 2162 IN THE WEST EDGE OF CLARENDON, GO SOUTH AND WEST ON FARM
 EN0798'ROAD 2162 FOR 5.95 MILES TO THE END OF THE PAVEMENT, CONTINUE
 EN0798'SOUTHWESTERLY ON GRAVELED ROAD FOR 6.9 MILES TO A BRIDGE OVER HALL
 EN0798'CREEK.  CROSS BRIDGE AND CONTINUE SOUTHWESTERLY ON GRAVELED ROAD
 EN0798'FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 EN0798'SOUTHWESTERLY ON THE MAIN TRAVELED ROAD FOR 1.35 MILES TO A BRIDGE
 EN0798'OVER MULBERRY CREEK.  CROSS BRIDGE AND CONTINUE AHEAD ON THE MAIN
 EN0798'TRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT, JUST BEFORE
 EN0798'REACHING A CATTLE GUARD.  CONTINUE AHEAD, CROSSING CATTLE GUARD FOR
 EN0798'ABOUT 50 YARDS TO A SIDE ROAD LEFT.  CONTINUE WESTERLY ON GRADED
 EN0798'ROAD FOR 1.25 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD AND
 EN0798'CONTINUE WESTERLY FOR 5.7 MILES TO A CATTLE GUARD.  CROSS
 EN0798'CATTLE GUARD AND GO UP A LANE FOR 0.35 MILE TO A SIDE ROAD
 EN0798'RIGHT, THIS IS 0.05 MILE EAST OF THE PALODURO POST OFFICE.
 EN0798'TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 0.2 MILE TO A CATTLE
 EN0798'GUARD AND A FORK.  CROSS CATTLE GUARD AND TAKE THE LEFT FORK AND
 EN0798'GO NORTHERLY AND WESTERLY ON DIRT ROAD FOR 1.3 MILES TO A BOARD
 EN0798'GATE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY AND
 EN0798'SOUTHERLY ON DIRT ROAD FOR 0.7 MILE TO A DIM FORK ON THE LEFT.
 EN0798'TURN LEFT ON DIM TRACK ROAD FOR 0.05 MILE TO A REVERSE FORK ON
 EN0798'THE RIGHT.  TURN SHARP RIGHT AND GO WESTERLY AND SOUTHERLY, UPHILL
 EN0798'TO THE WEST EDGE AND THE HIGHEST POINT OF THE HILL AND THE
 EN0798'STATION.
 EN0798'
 EN0798'STATION MARK IS A STANDARD DISK, STAMPED PALODURO 1964, CEMENTED IN A
 EN0798'DRILL HOLE IN A 2 X 2 FOOT ROCK OUTCROP PROJECTING 2 INCHES.
 EN0798'
 EN0798'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PALODURO NO 1 1964,
 EN0798'CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT ROCK OUTCROP THAT IS FLUSH
 EN0798'TO THE EAST AND DROPS OFF SHARP TO THE WEST.  IT IS ABOUT THE SAME
 EN0798'ELEVATION AS THE STATION.
 EN0798'
 EN0798'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PALODURO NO 2 1964,
 EN0798'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP PROJECTING
 EN0798'3 INCHES.  IT IS 3 FEET SOUTH OF THE NORTH EDGE OF THE HILL, 2.5
 EN0798'FEET EAST OF THE WEST EDGE OF THE HILL AND ABOUT 1 FOOT LOWER THAN
 EN0798'THE STATION.
 EN0798'
 EN0798'AZIMUTH MARK IS A STANDARD DISK, STAMPED PALODURO 1964, SET IN THE
 EN0798'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 12 INCHES.  IT IS
 EN0798'22 FEET SOUTHEAST OF THE SOUTH GATE POST AND 8 FEET SOUTH OF THE
 EN0798'CENTERLINE OF A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0212 ***********************************************************************
 AP0212  DESIGNATION -  PALOMA
 AP0212  PID         -  AP0212
 AP0212  STATE/COUNTY-  TX/MAVERICK
 AP0212  USGS QUAD   -  PALOMA (1974)
 AP0212
 AP0212                         *CURRENT SURVEY CONTROL
 AP0212  ___________________________________________________________________
 AP0212* NAD 83(1993)-  28 53 29.60242(N)    100 23 58.82823(W)     ADJUSTED  
 AP0212* NAVD 88     -       277.1    (meters)     909.     (feet)  VERTCON   
 AP0212  ___________________________________________________________________
 AP0212  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AP0212  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AP0212
 AP0212  HORZ ORDER  -  FIRST
 AP0212
 AP0212.The horizontal coordinates were established by classical geodetic methods
 AP0212.and adjusted by the National Geodetic Survey in February 1996..
 AP0212
 AP0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0212
 AP0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0212
 AP0212.The geoid height was determined by GEOID03.
 AP0212
 AP0212;                    North         East     Units Scale Factor Converg.
 AP0212;SPC TXSC     - 4,118,097.134   463,493.008   MT  0.99989297   -0 41 08.6
 AP0212;SPC TXSC     -13,510,790.35  1,520,643.31   sFT  0.99989297   -0 41 08.6
 AP0212;UTM  14      - 3,196,776.592   363,522.457   MT  0.99982985   -0 40 34.9
 AP0212
 AP0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0212!SPC TXSC     -   0.99996004  x   0.99989297  =   0.99985302
 AP0212!UTM  14      -   0.99996004  x   0.99982985  =   0.99978990
 AP0212
 AP0212:                Primary Azimuth Mark                     Grid Az
 AP0212:SPC TXSC     -  ANACACHO MTNS HIGHEST PEAK               019 13 30.8
 AP0212:UTM  14      -  ANACACHO MTNS HIGHEST PEAK               019 12 57.1
 AP0212
 AP0212|---------------------------------------------------------------------|
 AP0212| PID    Reference Object                     Distance      Geod. Az  |
 AP0212|                                                           dddmmss.s |
 AP0212| AZ0617 ANACACHO MTNS HIGHEST PEAK          APPROX.34.3 KM 0183222.2 |
 AP0212| AP0206 CHITTIM RAD MAST                    APPROX.10.8 KM 1094347.5 |
 AP0212| CV5040 PALOMA RM                            16.148 METERS 16311     |
 AP0212| AP0200 EAGLE PASS CABLE VISION MAST        APPROX.18.8 KM 2062759.2 |
 AP0212| AP0204 EAGLE PASS RAD STA KEPS MAST        APPROX.19.8 KM 2072653.8 |
 AP0212| CV5039 PALOMA AZ MK                                       2283327.7 |
 AP0212| CV5041 PALOMA RM 2                          10.626 METERS 27315     |
 AP0212| AP0213 HOUSE N GABLE 3 MI NW PALOMA        APPROX. 5.3 KM 2893536.0 |
 AP0212| AZ0635 WINDMILL NEAR STA WHITE             APPROX.16.9 KM 3170550.4 |
 AP0212|---------------------------------------------------------------------|
 AP0212
 AP0212                          SUPERSEDED SURVEY CONTROL
 AP0212
 AP0212  NAD 83(1986)-  28 53 29.59747(N)    100 23 58.80666(W) AD(       ) 1
 AP0212  NAD 27      -  28 53 28.70200(N)    100 23 57.53500(W) AD(       ) 1
 AP0212  NGVD 29 (07/19/86)  277.0    (m)          909.     (f) VERT ANG       
 AP0212
 AP0212.Superseded values are not recommended for survey control.
 AP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0212.See file dsdata.txt to determine how the superseded data were derived.
 AP0212
 AP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS6352296777(NAD 83)
 AP0212_MARKER: DS = TRIANGULATION STATION DISK
 AP0212_SETTING: 0 = UNSPECIFIED SETTING
 AP0212
 AP0212  HISTORY     - Date     Condition        Report By
 AP0212  HISTORY     - 1918     MONUMENTED       CGS
 AP0212  HISTORY     - 1937     GOOD             LOCSUR
 AP0212  HISTORY     - 1958     GOOD             AMS
 AP0212  HISTORY     - 1964     GOOD             CGS
 AP0212
 AP0212                          STATION DESCRIPTION
 AP0212
 AP0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0212'STATION IS 1-1/2 MILES E OF THE PALOMA RAILROAD STATION,
 AP0212'3/4 MILE NE OF PALOMA RANCH, 29 METERS (95 FEET) NW OF THE
 AP0212'ROAD LEADING FROM THE PALOMA RANCH TO THE EAGLE PASS-SAN
 AP0212'ANTONIO ROAD, AND 125 METERS (410 FEET) W OF A BOARD GATE THROUGH
 AP0212'THE WIRE FENCE, ON THE HIGHEST HILL IN THE VICINITY.
 AP0212'
 AP0212'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0212'CONCRETE.
 AP0212'
 AP0212'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0212'
 AP0212'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AP0212'16.147 METERS (52.98 FEET) FROM THE STATION, S 16 DEG 47 MIN E.
 AP0212
 AP0212                          STATION RECOVERY (1937)
 AP0212
 AP0212'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937
 AP0212'RECOVERED BY KARGL AERIAL SURVEY LTD.
 AP0212'
 AP0212'ORIGINAL DESCRIPTION STILL ADEQUATE.  FURTHER INQUIRY MAY BE
 AP0212'MADE AT PALOMA RANCH.
 AP0212'
 AP0212'STATION AND REFERENCE MARKS ARE INTACT.  LUMBER FROM TRIANGULATION
 AP0212'TOWER ON GROUND ABOUT STATION.
 AP0212'
 AP0212'U.S. ARMY TOPOGRAPHIC SHEET ASSISTED IN LOCATING STATION.
 AP0212
 AP0212                          STATION RECOVERY (1958)
 AP0212
 AP0212'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AP0212'STATION WAS RECOVERED AS DESCRIBED.
 AP0212'
 AP0212'THE STATION IS LOCATED 415 FEET SW OF INSECTING CENTERLINES OF
 AP0212'NE-SW ROAD AND FENCE LINE ROAD NNW-SSE.  91 FEET NORTH OF THE N
 AP0212'EDGE OF LONE BUSH.  119.5 FEET WNW OF TRAIL INTERSECTION.
 AP0212
 AP0212                          STATION RECOVERY (1964)
 AP0212
 AP0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRH)
 AP0212'STATION AND R.M. WERE RECOVERED IN EXCELLENT CONDITION.  STATION
 AP0212'PROTRUDES 0.2 FT ABOVE SURFACE.  R.M. IS FLUSH WITH SURFACE.
 AP0212'
 AP0212'FROM MAIN AND CEYLON STS. IN CITY OF EAGLE PASS, PROCEED
 AP0212'EASTERLY ALONG U.S. 277 (EAGLE PASS-CARRIZO SPRINGS) FOR 2.4
 AP0212'MILE, HWY 76 ON LEFT.  TURN LEFT (NORTHEASTERLY) AND FOLLOW
 AP0212'HWY. 76 FOR 11.2 MILES, PALOMA RANCH LOCKED GATE ON LEFT.
 AP0212'BEAR LEFT, PASSING THRU GATE AND FOLLOW RANCH RD (NORTHEASTERLY)
 AP0212'FOR 0.6 MILE, RR ON LEFT.  TURN LEFT FOLLOWING RR
 AP0212'(NORTHWESTERLY) FOR 4.3 MILES, ANGLE IN RR.  BEAR LEFT
 AP0212'(WESTERLY) FOLLOWING RR FOR 1 MILE, CATTLE GUARD AT
 AP0212'SOUTHEAST END OF EARTH DAM.  CONTINUE WESTERLY ACROSS DAM
 AP0212'FOR 0.3 MILE, CATTLE GUARD AT WEST END OF EARTH DAM,
 AP0212'CONTINUING ALONG RR (NORTHERLY) FOR 1 MILE, GATE ACROSS RD.
 AP0212'GO THRU GATE (RANCH HEADQUARTERS INSTALLATIONS AHEAD)
 AP0212'AND BEAR RIGHT (NORTHEASTERLY) FOR .15 MILE, CROSS DIRT
 AP0212'LANDING STRIP (ESE-WNW) AND CONTINUING WITH RR FOR .15
 AP0212'MILE, GATE ACROSS ROAD (FENCE E-W).  GO THRU GATE AND
 AP0212'CONTINUE WITH RR (NORTHEASTERLY) FOR .9 MILE TO VICINITY OF
 AP0212'STATION.  PALOMA IS 100 FT ON LEFT OF RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0210 ***********************************************************************
 AP0210  DESIGNATION -  PALOMA RANCH WINDMILL
 AP0210  PID         -  AP0210
 AP0210  STATE/COUNTY-  TX/MAVERICK
 AP0210  USGS QUAD   -  PALOMA (1974)
 AP0210
 AP0210                         *CURRENT SURVEY CONTROL
 AP0210  ___________________________________________________________________
 AP0210* NAD 83(1993)-  28 52 47.12908(N)    100 24 35.72628(W)     ADJUSTED  
 AP0210* NAVD 88     -                                                        
 AP0210  ___________________________________________________________________
 AP0210  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AP0210  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AP0210
 AP0210  HORZ ORDER  -  THIRD
 AP0210
 AP0210.The horizontal coordinates were established by classical geodetic methods
 AP0210.and adjusted by the National Geodetic Survey in February 1996..
 AP0210
 AP0210
 AP0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0210
 AP0210.The geoid height was determined by GEOID03.
 AP0210
 AP0210;                    North         East     Units Scale Factor Converg.
 AP0210;SPC TXSC     - 4,116,801.740   462,477.688   MT  0.99989457   -0 41 26.7
 AP0210;SPC TXSC     -13,506,540.38  1,517,312.21   sFT  0.99989457   -0 41 26.7
 AP0210;UTM  14      - 3,195,481.110   362,507.416   MT  0.99983329   -0 40 51.8
 AP0210
 AP0210                          SUPERSEDED SURVEY CONTROL
 AP0210
 AP0210  NAD 83(1986)-  28 52 47.12412(N)    100 24 35.70467(W) AD(       ) 4
 AP0210  NAD 27      -  28 52 46.23000(N)    100 24 34.45000(W) AD(       ) 3
 AP0210
 AP0210.Superseded values are not recommended for survey control.
 AP0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0210.See file dsdata.txt to determine how the superseded data were derived.
 AP0210
 AP0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS6250795481(NAD 83)
 AP0210_MARKER: 66 = WINDMILL
 AP0210
 AP0210  HISTORY     - Date     Condition        Report By
 AP0210  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0210
 AP0210                          STATION DESCRIPTION
 AP0210
 AP0210'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1485 ***********************************************************************
 AH1485  DESIGNATION -  PALOMAS WINDMILL
 AH1485  PID         -  AH1485
 AH1485  STATE/COUNTY-  TX/KLEBERG
 AH1485  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1485
 AH1485                         *CURRENT SURVEY CONTROL
 AH1485  ___________________________________________________________________
 AH1485* NAD 83(1993)-  27 28 52.69856(N)    097 27 02.25646(W)     ADJUSTED  
 AH1485* NAVD 88     -                                                        
 AH1485  ___________________________________________________________________
 AH1485  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AH1485  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AH1485
 AH1485  HORZ ORDER  -  THIRD
 AH1485
 AH1485.The horizontal coordinates were established by classical geodetic methods
 AH1485.and adjusted by the National Geodetic Survey in February 1996..
 AH1485
 AH1485
 AH1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1485
 AH1485.The geoid height was determined by GEOID03.
 AH1485
 AH1485;                    North         East     Units Scale Factor Converg.
 AH1485;SPC TX S     - 5,201,480.203   403,699.847   MT  0.99992978   +0 28 35.1
 AH1485;SPC TX S     -17,065,189.63  1,324,471.91   sFT  0.99992978   +0 28 35.1
 AH1485;UTM  14      - 3,040,701.262   653,072.276   MT  0.99988923   +0 42 54.4
 AH1485
 AH1485                          SUPERSEDED SURVEY CONTROL
 AH1485
 AH1485  NAD 83(1986)-  27 28 52.71188(N)    097 27 02.23272(W) AD(       ) 4
 AH1485  NAD 27      -  27 28 51.58000(N)    097 27 01.26100(W) AD(       ) 3
 AH1485
 AH1485.Superseded values are not recommended for survey control.
 AH1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1485.See file dsdata.txt to determine how the superseded data were derived.
 AH1485
 AH1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5307240701(NAD 83)
 AH1485_MARKER: 66 = WINDMILL
 AH1485
 AH1485  HISTORY     - Date     Condition        Report By
 AH1485  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1485
 AH1485                          STATION DESCRIPTION
 AH1485
 AH1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1485'ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 5-1/2
 AH1485'MILES SOUTHEAST OF LAURELES, ABOUT 2 MILES NORTHWEST OF OJO
 AH1485'DE AGUA CAMP, 0.3 MILE SOUTHWEST OF THE MAIN ROAD FROM LAURELES
 AH1485'TO OJO DE AGUA CAMP, A WINDMILL ON A STEEL TOWER ON NE CORNER
 AH1485'OF EARTHERN RESERVOIR.
 AH1485'
 AH1485'STATION LARGA, 1949, (SEE DESCRIPTION THEREOF) IS METERS
 AH1485'NORTHWEST.
 AH1485'
 AH1485'THE NAME PALOMAS MEANS DOVES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2793 ***********************************************************************
 BY2793  FBN         -  This is a Federal Base Network Control Station.
 BY2793  PACS        -  This is a Primary Airport Control Station.
 BY2793  DESIGNATION -  PALPORT
 BY2793  PID         -  BY2793
 BY2793  STATE/COUNTY-  TX/ANDERSON
 BY2793  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2793
 BY2793                         *CURRENT SURVEY CONTROL
 BY2793  ___________________________________________________________________
 BY2793* NAD 83(1993)-  31 46 36.03165(N)    095 42 18.16664(W)     ADJUSTED  
 BY2793* NAVD 88     -       123.832  (meters)     406.27   (feet)  ADJUSTED  
 BY2793  ___________________________________________________________________
 BY2793  X           -    -539,506.045 (meters)                     COMP
 BY2793  Y           -  -5,400,340.791 (meters)                     COMP
 BY2793  Z           -   3,339,456.848 (meters)                     COMP
 BY2793  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BY2793  ELLIP HEIGHT-          97.63  (meters)          (05/01/00) GPS OBS
 BY2793  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BY2793  DYNAMIC HT  -         123.682 (meters)     405.78  (feet)  COMP
 BY2793  MODELED GRAV-     979,424.4   (mgal)                       NAVD 88
 BY2793
 BY2793  HORZ ORDER  -  B
 BY2793  VERT ORDER  -  FIRST     CLASS II
 BY2793  ELLP ORDER  -  THIRD     CLASS I
 BY2793
 BY2793.This mark is at Palestine Muni (PSN) Airport (PSN)
 BY2793
 BY2793.This is a reference station for the PALESTINE
 BY2793.National Continuously Operating Reference Station (PATT).
 BY2793
 BY2793.The horizontal coordinates were established by GPS observations
 BY2793.and adjusted by the National Geodetic Survey in February 1996..
 BY2793
 BY2793.The orthometric height was determined by differential leveling
 BY2793.and adjusted by the National Geodetic Survey in July 2002..
 BY2793.WARNING-GPS observations at this control monument resulted in a GPS
 BY2793.derived orthometric height which differed from the leveled height by
 BY2793.more than one decimeter (0.1 meter).
 BY2793
 BY2793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BY2793
 BY2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2793
 BY2793.The ellipsoidal height was determined by GPS observations
 BY2793.and is referenced to NAD 83.
 BY2793
 BY2793.The geoid height was determined by GEOID03.
 BY2793
 BY2793.The dynamic height is computed by dividing the NAVD 88
 BY2793.geopotential number by the normal gravity value computed on the
 BY2793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2793.degrees latitude (g = 980.6199 gals.).
 BY2793
 BY2793.The modeled gravity was interpolated from observed gravity values.
 BY2793
 BY2793;                    North         East     Units Scale Factor Converg.
 BY2793;SPC TX C     - 3,243,032.233 1,138,259.836   MT  0.99997309   +2 23 01.8
 BY2793;SPC TX C     -10,639,848.25  3,734,440.81   sFT  0.99997309   +2 23 01.8
 BY2793;UTM  15      - 3,518,868.188   243,833.859   MT  1.00040939   -1 25 31.0
 BY2793
 BY2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2793!SPC TX C     -   0.99998467  x   0.99997309  =   0.99995776
 BY2793!UTM  15      -   0.99998467  x   1.00040939  =   1.00039405
 BY2793
 BY2793                          SUPERSEDED SURVEY CONTROL
 BY2793
 BY2793  ELLIP H (02/20/96)   97.73   (m)                       GP(       ) 1 1
 BY2793  NAD 83(1993)-  31 46 36.03160(N)    095 42 18.16738(W) AD(       ) 3
 BY2793  ELLIP H (02/16/96)   97.77   (m)                       GP(       ) 5 1
 BY2793  ELLIP H (01/21/93)   97.60   (m)                       GP(       ) 4 2
 BY2793  NAD 83(1986)-  31 46 36.04074(N)    095 42 18.14622(W) AD(       ) 3
 BY2793  NAD 27      -  31 46 35.44925(N)    095 42 17.29852(W) AD(       ) 3
 BY2793  NGVD 29 (12/08/88)  123.8    (m)          406.     (f) GPS OBS        
 BY2793
 BY2793.Superseded values are not recommended for survey control.
 BY2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2793.See file dsdata.txt to determine how the superseded data were derived.
 BY2793
 BY2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4383418868(NAD 83)
 BY2793_MARKER: I = METAL ROD
 BY2793_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2793_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2793_STAMPING: PALPORT 1987
 BY2793_MARK LOGO: NGS   
 BY2793_PROJECTION: FLUSH
 BY2793_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2793+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1998
 BY2793_ROD/PIPE-DEPTH: 15.9 meters
 BY2793_SLEEVE-DEPTH  : 0.76 meters
 BY2793
 BY2793  HISTORY     - Date     Condition        Report By
 BY2793  HISTORY     - 1987     MONUMENTED       NGS
 BY2793  HISTORY     - 19880331 GOOD
 BY2793  HISTORY     - 19941128 GOOD             NGS
 BY2793  HISTORY     - 19971017 GOOD             NGS
 BY2793  HISTORY     - 19980116 GOOD             NGS
 BY2793  HISTORY     - 19980120 GOOD             NGS
 BY2793  HISTORY     - 19990710 GOOD             TXDOT
 BY2793  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2793
 BY2793                          STATION DESCRIPTION
 BY2793
 BY2793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BY2793'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF PALESTINE AT
 BY2793'THE PALESTINE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF PALESTINE C/O
 BY2793'JACK DAVIS ROUTE 6, BOX 279, PALESTINE TX 75801. TELEPHONE
 BY2793'NUMBER214-723-0111.
 BY2793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 BY2793'HIGHWAY 19 ABOUT 6 KM (3.75 MI) NORTHWEST OF PALESTINE.  GO WEST ON
 BY2793'U.S. HIGHWAY 287 FOR 2.7 KM (1.70 MI) TO A ROAD LEFT.  TURN LEFT AND
 BY2793'GO SOUTH FOR 1.4 KM (0.85 MI) TO BENCHMARK X 399 ON THE LEFT.  TURN
 BY2793'RIGHT ON THE ROAD, THAT IS OPPOSITE THE BENCHMARK, AND GO WEST
 BY2793'TOWARDS THE HANGERS FOR 0.1 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT AND
 BY2793'GO SOUTHEAST ON THE TAXIWAY 0.6 KM (0.35 MI) TO THE EAST END OF THE
 BY2793'RUNWAY.  TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE OF THE RUNWAY
 BY2793'FOR 0.5 KM (0.30 MI) TO A TAXIWAY ON THE LEFT AND THE STATION ON
 BY2793'THENORTHWEST SIDE OF THE TAXIWAY.
 BY2793'THE MARK IS SET 36.5 M (119.8 FT) SOUTH OF THE CENTERLINE OF THE
 BY2793'RUNWAY, 24.7 M (81.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 BY2793'TAXIWAYAND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 BY2793'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2793'DESCRIBED BY B.L.L.
 BY2793
 BY2793                          STATION RECOVERY (1988)
 BY2793
 BY2793'RECOVERED 1988
 BY2793'RECOVERED IN GOOD CONDITION.
 BY2793
 BY2793                          STATION RECOVERY (1994)
 BY2793
 BY2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 BY2793'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF PALESTINE AT
 BY2793'THE PALESTINE MUNICIPAL AIRPORT, IN LOW BRUSH IN THE SOUTHWEST
 BY2793'QUADRANT OF THE JUNCTION OF RUNWAY 8-26 AND THE TAXI LEADING TO RUNWAY
 BY2793'END 35.  OWNERSHIP--CITY OF PALESTINE, ROUTE 6, BOX 279, PALESTINE TX
 BY2793'75801.  FBO IS PALESTINE AVIATION.  PHONE 903-723-0111. AIRPORT
 BY2793'MANAGER IS JUDITH WATLINGTON (ASSISTANT CITY MANAGER) . PHONE
 BY2793'903-731-8415.  CALL ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 BY2793'STATION.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 287 AND STATE
 BY2793'HIGHWAY 19 ABOUT 6 KM (3.70 MI) NORTHWEST OF PALESTINE, GO WEST ON
 BY2793'U.S.  HIGHWAY 287 FOR 2.7 KM (1.65 MI) TO A PAVED ROAD LEFT (COUNTY
 BY2793'ROAD 421) .  TURN LEFT, SOUTH FOR 1.4 KM (0.85 MI) TO BENCHMARK X 399
 BY2793'ON THE LEFT AT A PAVED Y-JUNCTION.  BEAR RIGHT, SOUTH, FOR 50 M (164.0
 BY2793'FT) TO A MACADAM ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON THE MACADAM
 BY2793'ROAD FOR 0.12 KM (0.05 MI) TOWARDS HANGARS TO A TAXI.  TURN LEFT,
 BY2793'SOUTHWEST, ON TAXI FOR 0.1 KM (0.05 MI) TO THE SOUTHWEST CORNER OF THE
 BY2793'APRON.  TURN RIGHT, SOUTH-SOUTHWEST, ON TAXI FOR 0.43 KM (0.25 MI) TO
 BY2793'THE JUNCTION OF RUNWAY 8-26.  CONTINUE AHEAD, SOUTH-SOUTHWEST,
 BY2793'CROSSING THE RUNWAY FOR 30 M (98.4 FT) TO THE STATION ON THE RIGHT ON
 BY2793'THE SOUTH SIDE OF THE RUNWAY.  THE STATION IS A PUNCH HOLE TOP CENTER
 BY2793'OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 BY2793'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 BY2793'SET FLUSH WITH THE GROUND.  IT IS 37.5 M (123.0 FT) SOUTH OF THE
 BY2793'CENTER OF THE RUNWAY, 23.8 M (78.1 FT) NORTHWEST OF THE CENTER OF THE
 BY2793'TAXI, AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST.  DESCRIBED
 BY2793'BY D.G.  AUG
 BY2793
 BY2793                          STATION RECOVERY (1997)
 BY2793
 BY2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2793'6.9 KM (4.30 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 BY2793'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, THENCE 1.5 KM (0.95 MI)
 BY2793'SOUTHERLY ALONG COUNTY ROAD 431, THENCE 0.1 KM (0.05 MI) WESTERLY
 BY2793'ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ALONG A
 BY2793'TAXIWAY, THENCE 0.5 KM (0.30 MI) SOUTHWESTERLY ALONG A TAXIWAY, 37.6 M
 BY2793'(123.4 FT) SOUTH OF THE CENTERLINE OF A RUNWAY, 24.2 M (79.4 FT)
 BY2793'NORTHWEST OF THE TAXIWAY CENTERLINE, 20.4 M (66.9 FT) SOUTHWEST OF A
 BY2793'RUNWAY LIGHT, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M
 BY2793'(1.0 FT) ABOVE THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE DATUM
 BY2793'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 BY2793'THE SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED
 BY2793'BY PALESTINE MUNICIPAL AIRPORT.  TO GAIN ACCESS, CONTACT ALICE
 BY2793'MCALPINE, ROUTE 6, BOX 6853, PALESTINE, TX 75801, TELEPHONE NUMBER
 BY2793'(903) 723-0111.
 BY2793
 BY2793                          STATION RECOVERY (1998)
 BY2793
 BY2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 BY2793'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST FROM PALESTINE
 BY2793'AT THE PALESTINE MUNICIPAL AIPORT, IN LOW BRUSH AT THE SOUTHWEST
 BY2793'QUADRANT OF THE JUNCTION OF RUNWAY 8-26 AND A TAXIWAY THAT LEADS TO
 BY2793'APPROACH 35.  OWNERSHIP--CITY OF PALESTINE, ROUTE 6, BOX 279,
 BY2793'PALESTINE TX 75801.  AIRPORT MANAGER, ASSISTANT CITY MANAGER, IS
 BY2793'GARALD BROWN, PHONE 903-731-8442.  FBO IS PALESTINE AVIATION, ALICE
 BY2793'MCALPINE, PHONE 903-723-0111.  PHONE FBO TWO DAYS IN ADVANCE FOR
 BY2793'PERMISSION TO OCCUPY THIS STATION.  TO REACH THE STATION FROM THE
 BY2793'JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 19 ABOUT 6 KM (3.70 MI)
 BY2793'NORTHWEST FROM PALESTINE, GO WEST ON US HIGHWAY 287 FOR 2.75 KM (1.70
 BY2793'MI) TO A T-ROAD LEFT.  TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY 421
 BY2793'(ELBERT F. TUCKER MEMORIAL ROAD) FOR 1.4 KM (0.85 MI) TO A FORK IN THE
 BY2793'ROAD WITH THE COUNTY ROAD CONTINUING ON LEFT.  BEAR RIGHT AND GO
 BY2793'SOUTHEAST FOR 0.15 KM (0.10 MI) ON AN ASPHALT ROAD TO A CHAINLINK
 BY2793'FENCE AHEAD WITH A PARKING LOT AND AIRPORT OFFICE ON RIGHT.  CONTINUE
 BY2793'FORWARD AND GO SOUTHEAST THEN SOUTHWEST ON THE ASPHALT ROAD FOLLOWING
 BY2793'A CURVE TO THE RIGHT FOR 76.2 M (250.0 FT) TO ITS TERMINUS AT A
 BY2793'CROSSING TAXIWAY.  TURN RIGHT AND GO NORTHWEST ON THE TAXIWAY THEN THE
 BY2793'NORTHEAST SIDE OF APRON FOR 0.16 KM (0.10 MI) TO THE NORTH CORNER OF
 BY2793'THE APRON.  TURN LEFT AND GO SOUTHWEST ON THE APRON THEN A TAXIWAY FOR
 BY2793'A TOTAL OF 0.4 KM (0.25 MI) PASSING A TAXIWAY THAT LEADS NORTHERLY ON
 BY2793'RIGHT AT 50 M (164.0 FT) AND CROSSING RUNWAY 8-26 TO THE SAFETY AREA
 BY2793'ON THE SOUTH SIDE OF THE RUNWAY TO THE STATION ON RIGHT.  THE MARK IS
 BY2793'A PUNCH HOLE AT TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO RECORD
 BY2793'LENGTH 15.9 M (52.2 FT) WITH A 2.5 CM (1 IN) NON-FLUTED SLEEVE OF
 BY2793'RECORD LENGTH 0.76 M (2.49 FT) ENCASED IN A 12.7 CM (5 IN) PVC PIPE
 BY2793'WITH NGS LOGO CAP SURROUNDED WITH CONCRETE.  THE MARK IS RECESSED 10
 BY2793'CM BELOW THE TOP OF LOGO CAP.  THE LOGO CAP IS FLUSH WITH THE GROUND.
 BY2793'THE STATION IS LOCATED 37.5 M (123.0 FT) SOUTH FROM RUNWAY 8-26
 BY2793'CENTER, 24.2 M (79.4 FT) NORTHWEST FROM THE TAXIWAY CENTER, 20.4 M
 BY2793'(66.9 FT) WEST-SOUTHWEST OF A RUNWAY LIGHT AND 0.3 M (1.0 FT) EAST
 BY2793'FROM A FIBERGLASS NGS WITNESS POST.
 BY2793
 BY2793                          STATION RECOVERY (1998)
 BY2793
 BY2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 BY2793'RECOVERED AS DESCRIBED USING THE 1997 DESCRIPTION.
 BY2793
 BY2793                          STATION RECOVERY (1999)
 BY2793
 BY2793'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BY2793'RECOVERED AS DESCRIBED.
 BY2793
 BY2793                          STATION RECOVERY (2002)
 BY2793
 BY2793'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3130 ***********************************************************************
 CS3130  DESIGNATION -  PALUXY
 CS3130  PID         -  CS3130
 CS3130  STATE/COUNTY-  TX/SOMERVELL
 CS3130  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS3130
 CS3130                         *CURRENT SURVEY CONTROL
 CS3130  ___________________________________________________________________
 CS3130* NAD 83(1993)-  32 13 03.46771(N)    097 43 51.44203(W)     ADJUSTED  
 CS3130* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 CS3130  ___________________________________________________________________
 CS3130  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CS3130  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS3130
 CS3130  HORZ ORDER  -  SECOND
 CS3130
 CS3130.The horizontal coordinates were established by classical geodetic methods
 CS3130.and adjusted by the National Geodetic Survey in February 1996..
 CS3130
 CS3130.The orthometric height was scaled from a topographic map.
 CS3130
 CS3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3130
 CS3130.The geoid height was determined by GEOID03.
 CS3130
 CS3130;                    North         East     Units Scale Factor Converg.
 CS3130;SPC TXNC     - 2,061,363.153   672,494.938   MT  0.99997772   +0 25 10.0
 CS3130;SPC TXNC     - 6,762,988.94  2,206,343.81   sFT  0.99997772   +0 25 10.0
 CS3130;SPC TX C     - 3,285,681.287   945,328.040   MT  1.00010693   +1 20 25.4
 CS3130;SPC TX C     -10,779,772.69  3,101,463.74   sFT  1.00010693   +1 20 25.4
 CS3130;UTM  14      - 3,565,264.889   619,588.233   MT  0.99977636   +0 40 36.0
 CS3130
 CS3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3130!SPC TXNC     -   0.99996512  x   0.99997772  =   0.99994284
 CS3130!SPC TX C     -   0.99996512  x   1.00010693  =   1.00007204
 CS3130!UTM  14      -   0.99996512  x   0.99977636  =   0.99974148
 CS3130
 CS3130|---------------------------------------------------------------------|
 CS3130| PID    Reference Object                     Distance      Geod. Az  |
 CS3130|                                                           dddmmss.s |
 CS3130| CY2750 PALUXY RM 2                          21.205 METERS 09457     |
 CS3130| CY2749 PALUXY RM 1                          21.565 METERS 20531     |
 CS3130| CS3132 PALUXY 1944 AZ MK                   305.338 METERS 23733     |
 CS3130| CS3133 GLEN ROSE CITY WATER TANK           APPROX. 3.2 KM 3095850.0 |
 CS3130| CS3131 PALUXY 2                              4.628 METERS 32731     |
 CS3130|---------------------------------------------------------------------|
 CS3130
 CS3130                          SUPERSEDED SURVEY CONTROL
 CS3130
 CS3130  NAD 83(1986)-  32 13 03.47314(N)    097 43 51.42086(W) AD(       ) 2
 CS3130  NAD 27      -  32 13 02.95500(N)    097 43 50.32000(W) AD(       ) 2
 CS3130
 CS3130.Superseded values are not recommended for survey control.
 CS3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3130.See file dsdata.txt to determine how the superseded data were derived.
 CS3130
 CS3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1958865265(NAD 83)
 CS3130_MARKER: DS = TRIANGULATION STATION DISK
 CS3130_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS3130_PROJECTION: FLUSH
 CS3130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3130+STABILITY: SURFACE MOTION
 CS3130
 CS3130  HISTORY     - Date     Condition        Report By
 CS3130  HISTORY     - 1944     MONUMENTED       CGS
 CS3130  HISTORY     - 1953     GOOD             CGS
 CS3130  HISTORY     - 1960     GOOD             CGS
 CS3130  HISTORY     - 1963     GOOD             CGS
 CS3130  HISTORY     - 1963     GOOD             NGS
 CS3130  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS3130  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 CS3130
 CS3130                          STATION DESCRIPTION
 CS3130
 CS3130'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3130'STATION IS ABOUT 2.5 MILES SE OF GLEN ROSE ON PROPERTY OWNED
 CS3130'BY DR. GUSS A. SNYDER.  THE MARK IS SET 1 FOOT NW OF THE
 CS3130'NW ROAD FENCE, 20 FEET NW OF THE CENTER LINE OF THE ROAD,
 CS3130'AND 100 YARDS NE OF AN OLD FARMHOUSE.  IT PROJECTS ABOUT
 CS3130'6 INCHES.
 CS3130'
 CS3130'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3130'DISKS SET IN CONCRETE.
 CS3130'
 CS3130'REFERENCE MARK 1 IS S OF THE STATION, 1 FOOT S OF THE ROAD
 CS3130'FENCE, AND ACROSS THE ROAD FROM THE STATION.  IT PROJECTS
 CS3130'ABOUT 4 INCHES.
 CS3130'
 CS3130'REFERENCE MARK 2 IS E OF THE STATION, 1 FOOT S OF THE ROAD
 CS3130'FENCE, AND ACROSS THE ROAD FROM THE STATION.  IT PROJECTS
 CS3130'ABOUT 8 INCHES.
 CS3130'
 CS3130'AZIMUTH MARK IS SW OF THE STATION, AT THE CURVE IN THE ROAD
 CS3130'NEAR AN OLD HOUSE FOUNDATION.  IT IS 2 FEET N OF THE ROAD
 CS3130'FENCE, 35 FEET S OF THE CENTER LINE OF THE ROAD, AND 10 FEET
 CS3130'W OF THE W END OF THE GATE.  IT PROJECTS ABOUT 4 INCHES.
 CS3130'
 CS3130'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CS3130'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CS3130'
 CS3130'TO REACH THE STATION FROM GLEN ROSE COURTHOUSE, GO SE ON
 CS3130'STATE HIGHWAY 144 FOR 0.7 MILE TO DIRT ROAD ON THE LEFT.
 CS3130'TURN LEFT AND FOLLOW THE DIRT ROAD FOR 1.45 MILES TO FORK.
 CS3130'TAKE THE LEFT FORK AND GO 0.1 MILE TO THE STATION ON THE LEFT.
 CS3130'
 CS3130'TO REACH THE AZIMUTH MARK GO BACK (SW) TO THE FIRST CURVE
 CS3130'IN THE ROAD, TO THE MARK ON THE LEFT.
 CS3130'
 CS3130'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CS3130
 CS3130                          STATION RECOVERY (1953)
 CS3130
 CS3130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3130'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 CS3130'MARK IS NOW A FLUSH MARK IN THE CENTER OF A LANE LEADING
 CS3130'S FROM THE HIGHWAY TO A STONE FARMHOUSE.  IT IS 15 FT. S
 CS3130'OF THE CENTER OF A GATE, AND 45 FT. S OF THE CENTERLINE OF
 CS3130'THE PAVED HIGHWAY.
 CS3130'
 CS3130'TO REACH THE STATION, GO SE ON HIGHWAY 144 FOR 0.7 MI.  TURN
 CS3130'LEFT ON FARM-TO-MARKET ROAD 202 (PAVED) FOR 1.45 MI. TO A
 CS3130'TURN TO THE RIGHT.  KEEP STRAIGHT AHEAD ON A DIRT ROAD FOR
 CS3130'0.1 MI. TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 CS3130'THE AZIMUTH MARK IS 0.2 MI. SW ALONG THE HIGHWAY.
 CS3130
 CS3130                          STATION RECOVERY (1960)
 CS3130
 CS3130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 CS3130'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3130'IN GOOD CONDITION AS DESCRIBED.  NO ATTEMPT WAS MADE TO
 CS3130'RECOVER THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO
 CS3130'THE STATION SITE ARE CORRECT.
 CS3130
 CS3130                          STATION RECOVERY (1963)
 CS3130
 CS3130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3130'THE STATION MARKS, REFERENCE MARK NO. 1, NO. 2 AND THE AZIMUTH
 CS3130'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CS3130'
 CS3130'AT THE REQUEST OF THE COUNTY ENGINEER, GLEN ROSE, TEXAS,
 CS3130'THE SURFACE STATION MARK, REFERENCE MARK NO. 1 AND NO. 2
 CS3130'WERE DESTROYED TO CLEAR THE AREA FOR WIDENING OF A COUNTY
 CS3130'ROAD.  THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK
 CS3130'WERE NOT DISTURBED.  THE UNDERGROUND STATION MARK WILL BE
 CS3130'UNDER THE ROAD BED WHEN WORK IS COMPLETED.  IT WAS FOUND
 CS3130'TO BE IN GOOD CONDITION AND WAS IN PLUM WITH THE SURFACE
 CS3130'MARK.  THE AZIMUTH MARK WILL SERVE FOR THE AZIMUTH MARK TO
 CS3130'PALUXY 2.
 CS3130
 CS3130                          STATION RECOVERY (1963)
 CS3130
 CS3130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CS3130'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32097-3, STATION 1022.
 CS3130'RECOVERED BY USGS IN 1959.
 CS3130'RECOVERY BY NGS, 1963--THE STATION MARKS, REFERENCE MARK NO. 1, NO. 2,
 CS3130'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CS3130'STATION MARK--BRONZE DISK SET IN CONCRETE.
 CS3130
 CS3130                          STATION RECOVERY (1999)
 CS3130
 CS3130'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3130'MARK NOT FOUND.
 CS3130
 CS3130                          STATION RECOVERY (2001)
 CS3130
 CS3130'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3131 ***********************************************************************
 CS3131  DESIGNATION -  PALUXY 2
 CS3131  PID         -  CS3131
 CS3131  STATE/COUNTY-  TX/SOMERVELL
 CS3131  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS3131
 CS3131                         *CURRENT SURVEY CONTROL
 CS3131  ___________________________________________________________________
 CS3131* NAD 83(1993)-  32 13 03.59445(N)    097 43 51.53695(W)     ADJUSTED  
 CS3131* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 CS3131  ___________________________________________________________________
 CS3131  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CS3131  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS3131
 CS3131  HORZ ORDER  -  THIRD
 CS3131
 CS3131.The horizontal coordinates were established by classical geodetic methods
 CS3131.and adjusted by the National Geodetic Survey in February 1996..
 CS3131.No horizontal observational check was made to the station.
 CS3131
 CS3131.The orthometric height was scaled from a topographic map.
 CS3131
 CS3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3131
 CS3131.The geoid height was determined by GEOID03.
 CS3131
 CS3131;                    North         East     Units Scale Factor Converg.
 CS3131;SPC TXNC     - 2,061,367.039   672,492.424   MT  0.99997771   +0 25 09.9
 CS3131;SPC TXNC     - 6,763,001.69  2,206,335.56   sFT  0.99997771   +0 25 09.9
 CS3131;SPC TX C     - 3,285,685.132   945,325.464   MT  1.00010694   +1 20 25.3
 CS3131;SPC TX C     -10,779,785.30  3,101,455.29   sFT  1.00010694   +1 20 25.3
 CS3131;UTM  14      - 3,565,268.762   619,585.702   MT  0.99977636   +0 40 35.9
 CS3131
 CS3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3131!SPC TXNC     -   0.99996496  x   0.99997771  =   0.99994267
 CS3131!SPC TX C     -   0.99996496  x   1.00010694  =   1.00007190
 CS3131!UTM  14      -   0.99996496  x   0.99977636  =   0.99974133
 CS3131
 CS3131|---------------------------------------------------------------------|
 CS3131| PID    Reference Object                     Distance      Geod. Az  |
 CS3131|                                                           dddmmss.s |
 CS3131| CS3130 PALUXY                                4.628 METERS 14731     |
 CS3131| CY2751 PALUXY 2 RM 3                        19.896 METERS 15610     |
 CS3131| CS3132 PALUXY 1944 AZ MK                   305.371 METERS 23641     |
 CS3131| CY2752 PALUXY 2 RM 4                        19.435 METERS 23955     |
 CS3131|---------------------------------------------------------------------|
 CS3131
 CS3131                          SUPERSEDED SURVEY CONTROL
 CS3131
 CS3131  NAD 83(1986)-  32 13 03.59987(N)    097 43 51.51578(W) AD(       ) 3
 CS3131  NAD 27      -  32 13 03.08200(N)    097 43 50.41500(W) AD(       ) 3
 CS3131
 CS3131.Superseded values are not recommended for survey control.
 CS3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3131.See file dsdata.txt to determine how the superseded data were derived.
 CS3131
 CS3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1958665269(NAD 83)
 CS3131_MARKER: DS = TRIANGULATION STATION DISK
 CS3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3131
 CS3131  HISTORY     - Date     Condition        Report By
 CS3131  HISTORY     - 1963     MONUMENTED       CGS
 CS3131  HISTORY     - 1974     GOOD             TXHD
 CS3131  HISTORY     - 19990828 GOOD             USPSQD
 CS3131  HISTORY     - 20010318 GOOD             USPSQD
 CS3131
 CS3131                          STATION DESCRIPTION
 CS3131
 CS3131'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3131'THE STATION IS ABOUT 2.0 MILES SOUTHEAST OF GLEN ROSE, AND
 CS3131'0.15 MILE NORTHEAST OF FARM ROAD 56, ON THE NORTHWEST RIGHT-OF-WAY,
 CS3131'AND AT THE SUMMIT OF A COUNTY ROAD.
 CS3131'
 CS3131'TO REACH THE STATION FROM THE COURTHOUSE IN GLEN ROSE, GO
 CS3131'SOUTHEAST ON STATE HIGHWAY 144 FOR 0.8 MILE TO FARM ROAD
 CS3131'56, TURN LEFT, AND FOLLOW FARM ROAD 56 FOR 1.75 MILES TO
 CS3131'A CROSSROAD.  (AZIMUTH MARK IS 0.05 MILE SOUTHWEST OF THIS
 CS3131'CROSSROAD, ON THE RIGHT SIDE OF A DRIVEWAY WHICH LEADS TO
 CS3131'A STONE HOUSE.) TURN LEFT, GO NORTHEAST ON THE COUNTY ROAD
 CS3131'FOR 0.15 MILE TO SUMMIT OF ROAD AND THE STATION ON THE LEFT.
 CS3131'
 CS3131'STATION MARKS ARE STANDARD DISKS STAMPED PALUXY 2 1963.  THE
 CS3131'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS3131'PROJECTS 6 INCHES.  IT IS 29 FEET NORTHWEST OF THE CENTERLINE
 CS3131'OF ROAD, 8 FEET SOUTHWEST OF A TELEPHONE POLE, AND 3.3 FEET
 CS3131'SOUTHWEST OF A METAL WITNESS POST, AT THE SOUTHWEST RIGHT-OF-WAY
 CS3131'FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 CS3131'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 CS3131'
 CS3131'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PALUXY 2 NO
 CS3131'3 1963, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS3131'6 INCHES.  IT IS 35 FEET SOUTHEAST OF THE CENTER LINE OF
 CS3131'ROAD, 129 FEET SOUTHWEST OF A POWERLINE POLE, AND 10 FEET
 CS3131'NORTHWEST OF THE EDGE OF A CULTIVATED FIELD, AND IS DIRECTLY
 CS3131'UNDER THE POWER LINE.
 CS3131'
 CS3131'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PALUXY 2
 CS3131'NO 4 1963, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS3131'PROJECTS 3 INCHES.  IT IS 29 FEET NORTHWEST OF THE CENTER
 CS3131'LINE OF THE ROAD, 72 FEET SOUTHWEST OF A TELEPHONE POLE,
 CS3131'AND AT THE NORTHWEST RIGHT-OF-WAY FENCE LINE.
 CS3131'
 CS3131'AZIMUTH MARK, A STANDARD DISK STAMPED PALUXY 1944, IS SET
 CS3131'IN A SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW THE SURFACE
 CS3131'OF THE GROUND.  IT IS UNDER A FILL AT THE NORTHWEST EDGE
 CS3131'OF THE DRIVEWAY LEADING TO THE STONE HOUSE, 129.5 FEET NORTH
 CS3131'OF A POWERLINE POLE, 115 FEET WEST OF A POLE NO. 10 20 1,
 CS3131'23 FEET WEST OF THE PROLONGATION OF THE WEST SIDE OF THE
 CS3131'ROCK HOUSE, 18 FEET SOUTHEAST OF THE EAST GATE POST, 8 FEET
 CS3131'WEST OF THE CENTER OF DRIVEWAY, 7 FEET NORTH FROM A POINT
 CS3131'DIRECTLY UNDER THE POWERLINE, AND 5.9 FEET EAST OF A METAL
 CS3131'WITNESS POST.
 CS3131'
 CS3131'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CS3131
 CS3131                          STATION RECOVERY (1974)
 CS3131
 CS3131'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (SSG)
 CS3131'PALUXY 2 1963 PALUXY 1944 (AZIMUTH MARK) - STATION AND AZIMUTH
 CS3131'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS TO
 CS3131'THE STATION ARE CORRECT.
 CS3131
 CS3131                          STATION RECOVERY (1999)
 CS3131
 CS3131'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3131'RECOVERED IN GOOD CONDITION.
 CS3131
 CS3131                          STATION RECOVERY (2001)
 CS3131
 CS3131'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6427 ***********************************************************************
 AJ6427  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6427  DESIGNATION -  PAM 1 ARP
 AJ6427  PID         -  AJ6427
 AJ6427  STATE/COUNTY-  TX/HARRIS
 AJ6427  USGS QUAD   -  SATSUMA (1982)
 AJ6427
 AJ6427                         *CURRENT SURVEY CONTROL
 AJ6427  ___________________________________________________________________
 AJ6427* NAD 83(1993)-  29 54 42.73203(N)    095 36 59.80458(W)     ADJUSTED  
 AJ6427* NAVD 88     -        40.70   (meters)     133.5    (feet)  GPS OBS   
 AJ6427  ___________________________________________________________________
 AJ6427  X           -    -541,537.066 (meters)                     COMP
 AJ6427  Y           -  -5,506,582.019 (meters)                     COMP
 AJ6427  Z           -   3,161,916.076 (meters)                     COMP
 AJ6427  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AJ6427  ELLIP HEIGHT-          13.25  (meters)          (12/03/01) GPS OBS
 AJ6427  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AJ6427
 AJ6427  HORZ ORDER  -  B
 AJ6427  ELLP ORDER  -  FOURTH    CLASS II
 AJ6427
 AJ6427.The horizontal coordinates were established by GPS observations
 AJ6427.and adjusted by the National Geodetic Survey in December 2001..
 AJ6427
 AJ6427.The orthometric height was determined by GPS observations and a
 AJ6427.high-resolution geoid model using precise GPS observation and
 AJ6427.processing techniques.
 AJ6427
 AJ6427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6427
 AJ6427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6427
 AJ6427.The ellipsoidal height was determined by GPS observations
 AJ6427.and is referenced to NAD 83.
 AJ6427
 AJ6427.The geoid height was determined by GEOID03.
 AJ6427
 AJ6427;                    North         East     Units Scale Factor Converg.
 AJ6427;SPC TXSC     - 4,235,085.956   926,664.809   MT  0.99991379   +1 39 27.2
 AJ6427;SPC TXSC     -13,894,611.17  3,040,232.79   sFT  0.99991379   +1 39 27.2
 AJ6427;UTM  15      - 3,311,897.825   247,366.638   MT  1.00038752   -1 18 19.8
 AJ6427
 AJ6427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6427!SPC TXSC     -   0.99999792  x   0.99991379  =   0.99991171
 AJ6427!UTM  15      -   0.99999792  x   1.00038752  =   1.00038544
 AJ6427
 AJ6427                          SUPERSEDED SURVEY CONTROL
 AJ6427
 AJ6427.No superseded survey control is available for this station.
 AJ6427
 AJ6427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4736711898(NAD 83)
 AJ6427_MARKER: Z = SEE DESCRIPTION
 AJ6427_SETTING: 0 = UNSPECIFIED SETTING
 AJ6427_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6427+STABILITY: POSITION/ELEVATION WELL
 AJ6427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6427+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AJ6427
 AJ6427  HISTORY     - Date     Condition        Report By
 AJ6427  HISTORY     - 1994     MONUMENTED       HGCSD
 AJ6427
 AJ6427                          STATION DESCRIPTION
 AJ6427
 AJ6427'DESCRIBED BY HARRIS-GALV CO DIST 1994
 AJ6427'THE ARP OF PAM STATION 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7500 ***********************************************************************
 AB7500  HT_MOD      -  This is a Height Modernization Survey Station.
 AB7500  DESIGNATION -  PAM 1 CORS L1 PHS CTR
 AB7500  PID         -  AB7500
 AB7500  STATE/COUNTY-  TX/HARRIS
 AB7500  USGS QUAD   -  SATSUMA (1982)
 AB7500
 AB7500                         *CURRENT SURVEY CONTROL
 AB7500  ___________________________________________________________________
 AB7500* NAD 83(1993)-  29 54 42.73314(N)    095 36 59.80308(W)     ADJUSTED  
 AB7500* NAVD 88     -        41.05   (meters)     134.7    (feet)  GPS OBS   
 AB7500  ___________________________________________________________________
 AB7500  X           -    -541,537.053 (meters)                     COMP
 AB7500  Y           -  -5,506,582.299 (meters)                     COMP
 AB7500  Z           -   3,161,916.275 (meters)                     COMP
 AB7500  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AB7500  ELLIP HEIGHT-          13.59  (meters)          (10/25/00) GPS OBS
 AB7500  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AB7500
 AB7500  HORZ ORDER  -  FIRST
 AB7500  ELLP ORDER  -  FOURTH    CLASS I
 AB7500
 AB7500.The horizontal coordinates were established by GPS observations
 AB7500.and adjusted by the National Geodetic Survey in October 1996..
 AB7500
 AB7500.The orthometric height was determined by GPS observations and a
 AB7500.high-resolution geoid model using precise GPS observation and
 AB7500.processing techniques.
 AB7500
 AB7500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7500
 AB7500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7500
 AB7500.The ellipsoidal height was determined by GPS observations
 AB7500.and is referenced to NAD 83.
 AB7500
 AB7500.The geoid height was determined by GEOID03.
 AB7500
 AB7500;                    North         East     Units Scale Factor Converg.
 AB7500;SPC TXSC     - 4,235,085.992   926,664.848   MT  0.99991379   +1 39 27.2
 AB7500;SPC TXSC     -13,894,611.29  3,040,232.92   sFT  0.99991379   +1 39 27.2
 AB7500;UTM  15      - 3,311,897.858   247,366.679   MT  1.00038752   -1 18 19.8
 AB7500
 AB7500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7500!SPC TXSC     -   0.99999787  x   0.99991379  =   0.99991166
 AB7500!UTM  15      -   0.99999787  x   1.00038752  =   1.00038538
 AB7500
 AB7500                          SUPERSEDED SURVEY CONTROL
 AB7500
 AB7500  ELLIP H (10/17/96)   13.71   (m)                       GP(       ) 3 1
 AB7500
 AB7500.Superseded values are not recommended for survey control.
 AB7500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7500.See file dsdata.txt to determine how the superseded data were derived.
 AB7500
 AB7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4736711898(NAD 83)
 AB7500_MARKER: Z = SEE DESCRIPTION
 AB7500_SETTING: 0 = UNSPECIFIED SETTING
 AB7500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7500+STABILITY: SURFACE MOTION
 AB7500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7500+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB7500
 AB7500  HISTORY     - Date     Condition        Report By
 AB7500  HISTORY     - 1994     MONUMENTED       HGCSD
 AB7500
 AB7500                          STATION DESCRIPTION
 AB7500
 AB7500'DESCRIBED BY HARRIS-GALV CO DIST 1994 (JCH)
 AB7500'FROM DOWNTOWN HOUSTON APPROXIMATELY 3 MILES (4.8 KM) NORTH ON I45 TO
 AB7500'THE 610 NORTH LOOP  WEST ALONG THE NORTH LOOP 4.5 MILES (7.2 KM) TO
 AB7500'INTERCHANGE WITH HIGHWAY 290  NORTHWEST ALONG 290 12.7 MILES (20.4 KM)
 AB7500'TO S.H.6  SOUTHWEST ON 6,.3MILES TO JACKRABBIT RD  SOUTH ON JACKRABBIT
 AB7500'RD .25 MILES (0.40 KM) TO YHE ENTRANCE TO EXXON PIPELINE SATSUMA
 AB7500'STATION  TAKE DRIVE PAST OFFICE BUILDING TO DIRT RD., HEAD NORTH THEN
 AB7500'WEST TO THE MARK  THE MARK IS A 2 INCH DIA.PIPE PROJECTING ABOUT 9
 AB7500'FEET (2.7 M) OUT OF THE GROUND WITH SMALL CONCRETE BASE,THE MARK IS
 AB7500'THE PHASE CENTER OF THE ANTENNA ON TOP OF THE POLE  NOTE  THIS STATION
 AB7500'IS NOT CONTINUOUSLY OPERATING.  CALL MR MICHEL AT HARRIS GALVESTION
 AB7500'COASTAL SUBSIDENCE DISTRICT FOR INFORMATION. PHONE (713) 486-1105.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6417 ***********************************************************************
 AJ6417  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6417  DESIGNATION -  PAM 10 ARP
 AJ6417  PID         -  AJ6417
 AJ6417  STATE/COUNTY-  TX/FORT BEND
 AJ6417  USGS QUAD   -  RICHMOND (1980)
 AJ6417
 AJ6417                         *CURRENT SURVEY CONTROL
 AJ6417  ___________________________________________________________________
 AJ6417* NAD 83(1993)-  29 33 58.97231(N)    095 47 57.01102(W)     ADJUSTED  
 AJ6417* NAVD 88     -        33.52   (meters)     110.0    (feet)  GPS OBS   
 AJ6417  ___________________________________________________________________
 AJ6417  X           -    -560,998.402 (meters)                     COMP
 AJ6417  Y           -  -5,523,722.516 (meters)                     COMP
 AJ6417  Z           -   3,128,659.792 (meters)                     COMP
 AJ6417  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AJ6417  ELLIP HEIGHT-           6.25  (meters)          (12/03/01) GPS OBS
 AJ6417  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ6417
 AJ6417  HORZ ORDER  -  B
 AJ6417  ELLP ORDER  -  FOURTH    CLASS II
 AJ6417
 AJ6417.The horizontal coordinates were established by GPS observations
 AJ6417.and adjusted by the National Geodetic Survey in December 2001..
 AJ6417
 AJ6417.The orthometric height was determined by GPS observations and a
 AJ6417.high-resolution geoid model using precise GPS observation and
 AJ6417.processing techniques.
 AJ6417
 AJ6417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6417
 AJ6417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6417
 AJ6417.The ellipsoidal height was determined by GPS observations
 AJ6417.and is referenced to NAD 83.
 AJ6417
 AJ6417.The geoid height was determined by GEOID03.
 AJ6417
 AJ6417;                    North         East     Units Scale Factor Converg.
 AJ6417;SPC TXSC     - 4,196,311.601   910,091.389   MT  0.99987137   +1 34 05.3
 AJ6417;SPC TXSC     -13,767,398.98  2,985,858.17   sFT  0.99987137   +1 34 05.3
 AJ6417;UTM  15      - 3,274,008.886   228,804.854   MT  1.00050758   -1 22 55.4
 AJ6417
 AJ6417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6417!SPC TXSC     -   0.99999902  x   0.99987137  =   0.99987039
 AJ6417!UTM  15      -   0.99999902  x   1.00050758  =   1.00050660
 AJ6417
 AJ6417                          SUPERSEDED SURVEY CONTROL
 AJ6417
 AJ6417.No superseded survey control is available for this station.
 AJ6417
 AJ6417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2880574009(NAD 83)
 AJ6417_MARKER: Z = SEE DESCRIPTION
 AJ6417_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6417_MARK LOGO: HGCSD 
 AJ6417_PROJECTION: FLUSH
 AJ6417_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6417+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6417_ROD/PIPE-DEPTH: 6.1  meters
 AJ6417_SLEEVE-DEPTH  : 3 meters
 AJ6417
 AJ6417  HISTORY     - Date     Condition        Report By
 AJ6417  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6417
 AJ6417                          STATION DESCRIPTION
 AJ6417
 AJ6417'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6417'THE STATION IS LOCATED ABOUT 10.3 MILES (16.6 KM) WEST SOUTHWEST OF
 AJ6417'SUGARLAND, 8.4 MILES (13.5 KM) NORTH EAST OF BEASLY, 13.1 MILES (21.1
 AJ6417'KM) SOUTH EAST OF SIMONTON.---OWNERSHIP CITY OF ROSENBURG PUBLIC WORKS
 AJ6417'DEPTMENT, SEWER TREATMENT PLANT 1A --RESTRICTED ACSESS--
 AJ6417'TO REACH THE STATION FROM THE INTERSECTION OF FM 723 AND AVE D IN
 AJ6417'ROSENBERG, HEAD EAST ON AVE D FOR .5 MILE (0.8 KM) TO 8TH ST THENCE
 AJ6417'NORTH ON 8TH TO AVE A ABOUT .15 MILE, (0.24 KM) THEN EAST ON AVE A TO
 AJ6417'SEWER TREATMENT PLANT ON RIGHT WITH STATION ON THE RIGHT.  2700 AVE A
 AJ6417'THE STATION IS A 2 INCH DIA.  PIPE.  ELEVATION IS TO THE PHASE CENTER
 AJ6417'OF THE GPS ANTENNA WITH SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT
 AJ6417'PROJECTES OUT OF THE GROUND BY 8 FEET (2.4 M) .  THE MARK IS 57 FEET
 AJ6417'(17.4 M) SOUTH EAST OF CHAINLINK FENCE WITH WOODEN SLATES IN IT, 69
 AJ6417'FEET (21.0 M) SOUTH SOUTHWEST OF GATE LEADING INTO SEWER TREATMENT
 AJ6417'PLANT, 36 FEET (11.0 M) NORTH OF CENTELINE OF ROAD INTO PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6418 ***********************************************************************
 AJ6418  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6418  DESIGNATION -  PAM 11 ARP
 AJ6418  PID         -  AJ6418
 AJ6418  STATE/COUNTY-  TX/HARRIS
 AJ6418  USGS QUAD   -  HOCKLEY (1980)
 AJ6418
 AJ6418                         *CURRENT SURVEY CONTROL
 AJ6418  ___________________________________________________________________
 AJ6418* NAD 83(1993)-  30 01 55.76898(N)    095 51 54.77617(W)     ADJUSTED  
 AJ6418* NAVD 88     -        72.58   (meters)     238.1    (feet)  GPS OBS   
 AJ6418  ___________________________________________________________________
 AJ6418  X           -    -564,746.738 (meters)                     COMP
 AJ6418  Y           -  -5,497,581.314 (meters)                     COMP
 AJ6418  Z           -   3,173,483.005 (meters)                     COMP
 AJ6418  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AJ6418  ELLIP HEIGHT-          45.07  (meters)          (12/03/01) GPS OBS
 AJ6418  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AJ6418
 AJ6418  HORZ ORDER  -  B
 AJ6418  ELLP ORDER  -  FOURTH    CLASS II
 AJ6418
 AJ6418.The horizontal coordinates were established by GPS observations
 AJ6418.and adjusted by the National Geodetic Survey in December 2001..
 AJ6418
 AJ6418.The orthometric height was determined by GPS observations and a
 AJ6418.high-resolution geoid model using precise GPS observation and
 AJ6418.processing techniques.
 AJ6418
 AJ6418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6418
 AJ6418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6418
 AJ6418.The ellipsoidal height was determined by GPS observations
 AJ6418.and is referenced to NAD 83.
 AJ6418
 AJ6418.The geoid height was determined by GEOID03.
 AJ6418
 AJ6418;                    North         East     Units Scale Factor Converg.
 AJ6418;SPC TXSC     - 4,247,745.446   902,310.895   MT  0.99993709   +1 32 08.8
 AJ6418;SPC TXSC     -13,936,144.85  2,960,331.66   sFT  0.99993709   +1 32 08.8
 AJ6418;UTM  15      - 3,325,808.329   223,687.841   MT  1.00054207   -1 26 05.7
 AJ6418
 AJ6418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6418!SPC TXSC     -   0.99999292  x   0.99993709  =   0.99993001
 AJ6418!UTM  15      -   0.99999292  x   1.00054207  =   1.00053499
 AJ6418
 AJ6418                          SUPERSEDED SURVEY CONTROL
 AJ6418
 AJ6418.No superseded survey control is available for this station.
 AJ6418
 AJ6418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2368825808(NAD 83)
 AJ6418_MARKER: Z = SEE DESCRIPTION
 AJ6418_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6418_MARK LOGO: HGCSD 
 AJ6418_PROJECTION: FLUSH
 AJ6418_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6418+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6418_ROD/PIPE-DEPTH: 6.1  meters
 AJ6418_SLEEVE-DEPTH  : 3 meters
 AJ6418
 AJ6418  HISTORY     - Date     Condition        Report By
 AJ6418  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6418
 AJ6418                          STATION DESCRIPTION
 AJ6418
 AJ6418'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6418'THE STATION IS LOCATED ABOUT 15.5 MILES (24.9 KM) WEST SOUTHWEST OF
 AJ6418'TOMBALL, 17.2 MILES (27.7 KM) NORTH OF KATY, 4.3 MILES (6.9 KM) SOUTH
 AJ6418'EAST OF WALLER.  --OWNERSHIP HARRIS COUNTY PRECINCT 3 HOCKLEY SERVICE
 AJ6418'CENTER --RESTRICTED ACSESS--
 AJ6418'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 290 AND KIKAPOO
 AJ6418'RD, THENCE SOUTH ON KIKAPOO RD TO OLD WASHINGTON RD, THENCE SOUTH EAST
 AJ6418'ON OLD WASHINGTON TO PREMIUM .54 MILES, (0.87 KM) SOUTH ON PREMIUM TO
 AJ6418'GATE ON LEFT INTO SERVICE CENTER.  THE STATION IS A 2 INCH DIA.  PIPE.
 AJ6418'ELEVATION IS TO THE PHASE CENTER OF THE GPS ANTENNA WITH SPECIAL
 AJ6418'ADAPTER TO SIT ONTOP OF THE MARK THAT PROJECTES OUT OF THE GROUND BY 8
 AJ6418'FEET (2.4 M) .  THE MARK IS 36.5 FEET (11.1 M) SOUTH OF CENTER OF
 AJ6418'DRIVE, 124 FEET (37.8 M) EAST OF SOUTH POLE OF THE GATE OPENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6403 ***********************************************************************
 AJ6403  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6403  DESIGNATION -  PAM 12 ARP
 AJ6403  PID         -  AJ6403
 AJ6403  STATE/COUNTY-  TX/MONTGOMERY
 AJ6403  USGS QUAD   -  MAEDAN (1982)
 AJ6403
 AJ6403                         *CURRENT SURVEY CONTROL
 AJ6403  ___________________________________________________________________
 AJ6403* NAD 83(1993)-  30 03 34.89523(N)    095 15 47.03775(W)     ADJUSTED  
 AJ6403* NAVD 88     -        26.21   (meters)      86.0    (feet)  GPS OBS   
 AJ6403  ___________________________________________________________________
 AJ6403  X           -    -506,795.961 (meters)                     COMP
 AJ6403  Y           -  -5,501,651.059 (meters)                     COMP
 AJ6403  Z           -   3,176,102.032 (meters)                     COMP
 AJ6403  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AJ6403  ELLIP HEIGHT-          -1.21  (meters)          (12/03/01) GPS OBS
 AJ6403  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AJ6403
 AJ6403  HORZ ORDER  -  B
 AJ6403  ELLP ORDER  -  FOURTH    CLASS II
 AJ6403
 AJ6403.The horizontal coordinates were established by GPS observations
 AJ6403.and adjusted by the National Geodetic Survey in December 2001..
 AJ6403
 AJ6403.The orthometric height was determined by GPS observations and a
 AJ6403.high-resolution geoid model using precise GPS observation and
 AJ6403.processing techniques.
 AJ6403
 AJ6403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6403
 AJ6403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6403
 AJ6403.The ellipsoidal height was determined by GPS observations
 AJ6403.and is referenced to NAD 83.
 AJ6403
 AJ6403.The geoid height was determined by GEOID03.
 AJ6403
 AJ6403;                    North         East     Units Scale Factor Converg.
 AJ6403;SPC TX C     - 3,054,710.945 1,188,756.586   MT  1.00001570   +2 36 41.4
 AJ6403;SPC TX C     -10,021,997.49  3,900,112.23   sFT  1.00001570   +2 36 41.4
 AJ6403;UTM  15      - 3,327,558.728   281,834.796   MT  1.00018725   -1 08 02.5
 AJ6403
 AJ6403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6403!SPC TX C     -   1.00000019  x   1.00001570  =   1.00001589
 AJ6403!UTM  15      -   1.00000019  x   1.00018725  =   1.00018744
 AJ6403
 AJ6403                          SUPERSEDED SURVEY CONTROL
 AJ6403
 AJ6403.No superseded survey control is available for this station.
 AJ6403
 AJ6403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8183527559(NAD 83)
 AJ6403_MARKER: Z = SEE DESCRIPTION
 AJ6403_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6403_MARK LOGO: HGCSD 
 AJ6403_PROJECTION: FLUSH
 AJ6403_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6403+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6403_ROD/PIPE-DEPTH: 6.1  meters
 AJ6403_SLEEVE-DEPTH  : 3 meters
 AJ6403
 AJ6403  HISTORY     - Date     Condition        Report By
 AJ6403  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6403
 AJ6403                          STATION DESCRIPTION
 AJ6403
 AJ6403'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6403'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) NORTH OF HUMBLE, 9.3
 AJ6403'MILES (15.0 KM) EAST OF SPRING, 7.5 MILES (12.1 KM) SOUTHWEST OF NEW
 AJ6403'CANEY AND IN A CITY OF HOUSTON SEWER PLANT CALLED MUD48 W.W.T.P.  AT
 AJ6403'5900 SORTERS RD.  --RESTRICTED ACSESS--
 AJ6403'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 59 AND KINGWOOD
 AJ6403'DRIVE.  HEAD WEST ON KINGWOOD DRIVE FOR 0.75 MILES (1.21 KM) TO THE
 AJ6403'INTERSECTION WITH SORTERS RD.  HEAD NORTH ON SORTERS RD FOR .5 MILES
 AJ6403'(0.8 KM) TO THE STATION ON THE LEFT.  THE STATION IS A 2 INCH DIA.
 AJ6403'PIPE.  ELEVATION IS TO THE PHASE CENTER OF THE GPS ANTENNA WITH
 AJ6403'SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT PROJECTES OUT OF THE
 AJ6403'GROUND BY 8 FEET. (2.4 M) THE MARK IS 25 FEET (7.6 M) SOUTHWEST OF THE
 AJ6403'EAST FENCE OF THE PLANT 30.2 FEET (9.2 M) SOUTH-SOUTHEAST OF THE
 AJ6403'SOUTHEAST CORNER OF A CINDER BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6419 ***********************************************************************
 AJ6419  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6419  DESIGNATION -  PAM 13 ARP
 AJ6419  PID         -  AJ6419
 AJ6419  STATE/COUNTY-  TX/MONTGOMERY
 AJ6419  USGS QUAD   -  TAMINA (1979)
 AJ6419
 AJ6419                         *CURRENT SURVEY CONTROL
 AJ6419  ___________________________________________________________________
 AJ6419* NAD 83(1993)-  30 11 41.29059(N)    095 29 23.94178(W)     ADJUSTED  
 AJ6419* NAVD 88     -        46.36   (meters)     152.1    (feet)  GPS OBS   
 AJ6419  ___________________________________________________________________
 AJ6419  X           -    -527,863.453 (meters)                     COMP
 AJ6419  Y           -  -5,492,134.946 (meters)                     COMP
 AJ6419  Z           -   3,189,066.380 (meters)                     COMP
 AJ6419  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AJ6419  ELLIP HEIGHT-          18.84  (meters)          (12/03/01) GPS OBS
 AJ6419  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AJ6419
 AJ6419  HORZ ORDER  -  B
 AJ6419  ELLP ORDER  -  FOURTH    CLASS II
 AJ6419
 AJ6419.The horizontal coordinates were established by GPS observations
 AJ6419.and adjusted by the National Geodetic Survey in December 2001..
 AJ6419
 AJ6419.The orthometric height was determined by GPS observations and a
 AJ6419.high-resolution geoid model using precise GPS observation and
 AJ6419.processing techniques.
 AJ6419
 AJ6419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6419
 AJ6419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6419
 AJ6419.The ellipsoidal height was determined by GPS observations
 AJ6419.and is referenced to NAD 83.
 AJ6419
 AJ6419.The geoid height was determined by GEOID03.
 AJ6419
 AJ6419;                    North         East     Units Scale Factor Converg.
 AJ6419;SPC TX C     - 3,068,699.552 1,166,244.727   MT  0.99998006   +2 29 40.6
 AJ6419;SPC TX C     -10,067,891.78  3,826,254.58   sFT  0.99998006   +2 29 40.6
 AJ6419;UTM  15      - 3,342,992.245   260,279.693   MT  1.00030902   -1 15 10.5
 AJ6419
 AJ6419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6419!SPC TX C     -   0.99999704  x   0.99998006  =   0.99997710
 AJ6419!UTM  15      -   0.99999704  x   1.00030902  =   1.00030606
 AJ6419
 AJ6419                          SUPERSEDED SURVEY CONTROL
 AJ6419
 AJ6419.No superseded survey control is available for this station.
 AJ6419
 AJ6419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6028042992(NAD 83)
 AJ6419_MARKER: Z = SEE DESCRIPTION
 AJ6419_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6419_MARK LOGO: HGCSD 
 AJ6419_PROJECTION: FLUSH
 AJ6419_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6419+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6419_ROD/PIPE-DEPTH: 6.1  meters
 AJ6419_SLEEVE-DEPTH  : 3 meters
 AJ6419
 AJ6419  HISTORY     - Date     Condition        Report By
 AJ6419  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6419
 AJ6419                          STATION DESCRIPTION
 AJ6419
 AJ6419'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6419'THE STATION IS LOCATED ABOUT 10.1 MILES (16.3 KM) NORTH EAST OF
 AJ6419'TOMBALL, 8.9 MILES (14.3 KM) NORTH WEST OF SPRING, 7.9 MILES (12.7 KM)
 AJ6419'SOUTH SOUTHWEST OF CONROE.---OWNERSHIP SAN JACINTO RIVER AUTHORITY,
 AJ6419'SEWER TREATMENT PLANT FOR WOODLANDS.  --RESTRICTED ACSESS--
 AJ6419'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 45 AND
 AJ6419'REASERCH FOREST DRIVE, THENCE BEAR WESTERLY FOR APROX 2.8 MILES (4.5
 AJ6419'KM) TO ROAD TO RIGHT LEADING TO SEWER PLANT AND STATION.  5402
 AJ6419'RESEARCH FOREST DRIVE.  DRIVE THU GATE TO END TURN RIGHT DRIVE TO END
 AJ6419'AND STATION AHEAD OF YOU.  GRAVITY FILTER ON YOUR LEFT.  THE STATION
 AJ6419'IS A 2 INCH DIA.  PIPE.  ELEVATION IS TO THE PHASE CENTER OF THE GPS
 AJ6419'ANTENNA WITH SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT PROJECTES
 AJ6419'OUT OF THE GROUND BY 8 FEET (2.4 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6420 ***********************************************************************
 AJ6420  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6420  DESIGNATION -  PAM 14 ARP
 AJ6420  PID         -  AJ6420
 AJ6420  STATE/COUNTY-  TX/FORT BEND
 AJ6420  USGS QUAD   -  SMITHERS LAKE (1980)
 AJ6420
 AJ6420                         *CURRENT SURVEY CONTROL
 AJ6420  ___________________________________________________________________
 AJ6420* NAD 83(1993)-  29 28 25.14185(N)    095 38 38.75176(W)     ADJUSTED  
 AJ6420* NAVD 88     -        24.74   (meters)      81.2    (feet)  GPS OBS   
 AJ6420  ___________________________________________________________________
 AJ6420  X           -    -546,543.673 (meters)                     COMP
 AJ6420  Y           -  -5,530,253.197 (meters)                     COMP
 AJ6420  Z           -   3,119,711.202 (meters)                     COMP
 AJ6420  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AJ6420  ELLIP HEIGHT-          -2.38  (meters)          (12/03/01) GPS OBS
 AJ6420  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AJ6420
 AJ6420  HORZ ORDER  -  B
 AJ6420  ELLP ORDER  -  FOURTH    CLASS II
 AJ6420
 AJ6420.The horizontal coordinates were established by GPS observations
 AJ6420.and adjusted by the National Geodetic Survey in December 2001..
 AJ6420
 AJ6420.The orthometric height was determined by GPS observations and a
 AJ6420.high-resolution geoid model using precise GPS observation and
 AJ6420.processing techniques.
 AJ6420
 AJ6420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6420
 AJ6420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6420
 AJ6420.The ellipsoidal height was determined by GPS observations
 AJ6420.and is referenced to NAD 83.
 AJ6420
 AJ6420.The geoid height was determined by GEOID03.
 AJ6420
 AJ6420;                    North         East     Units Scale Factor Converg.
 AJ6420;SPC TXSC     - 4,186,459.632   925,405.360   MT  0.99986616   +1 38 38.8
 AJ6420;SPC TXSC     -13,735,076.31  3,036,100.75   sFT  0.99986616   +1 38 38.8
 AJ6420;UTM  15      - 3,263,376.106   243,600.621   MT  1.00041125   -1 18 06.0
 AJ6420
 AJ6420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6420!SPC TXSC     -   1.00000037  x   0.99986616  =   0.99986653
 AJ6420!UTM  15      -   1.00000037  x   1.00041125  =   1.00041162
 AJ6420
 AJ6420                          SUPERSEDED SURVEY CONTROL
 AJ6420
 AJ6420.No superseded survey control is available for this station.
 AJ6420
 AJ6420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4360163376(NAD 83)
 AJ6420_MARKER: Z = SEE DESCRIPTION
 AJ6420_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6420_MARK LOGO: HGCSD 
 AJ6420_PROJECTION: FLUSH
 AJ6420_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6420+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6420_ROD/PIPE-DEPTH: 6.1  meters
 AJ6420_SLEEVE-DEPTH  : 3 meters
 AJ6420
 AJ6420  HISTORY     - Date     Condition        Report By
 AJ6420  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6420
 AJ6420                          STATION DESCRIPTION
 AJ6420
 AJ6420'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6420'THE STATION IS LOCATED ABOUT 12.8 MILES (20.6 KM) NORTH EAST OF
 AJ6420'NEEDVILLE, 11 MILES (17.7 KM) SOUTH EAST OF ROSENBERG, 9.3 MILES (15.0
 AJ6420'KM) SOUTH OF SUGARLAND.  LOCATED INSIDE THE W A PARRISH POWER
 AJ6420'PLANT---RESTRICTED ACCESS---
 AJ6420'TO REACH THE STATION FROM THE INTERSECTION OF FM 762 AND SMITHERS LAKE
 AJ6420'RD.  HEAD IN A SOUTHEASTERLY DIRECTION ON SMITHERS LAKE RD FOR 2.6
 AJ6420'MILES (4.2 KM) TO GATE 7 INTO THE POWER PLANT.  THE STATION IS A 2
 AJ6420'INCH DIA.  PIPE.  ELEVATION IS TO THE PHASE CENTER OF THE GPS ANTENNA
 AJ6420'WITH SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT PROJECTES OUT OF
 AJ6420'THE GROUND BY 8 FEET. (2.4 M) THE MARK IS 261 FEET (79.6 M) SOUTH
 AJ6420'SOUTHWEST OF THE SOUTH CORNER OF A CHAINLINK FENCE AROUNDWATERWELL 5
 AJ6420'DEEP WELL, 70 FEET (21.3 M) SOUTH OF CENTERLINE OF DIRT RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6421 ***********************************************************************
 AJ6421  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6421  DESIGNATION -  PAM 15 ARP
 AJ6421  PID         -  AJ6421
 AJ6421  STATE/COUNTY-  TX/FORT BEND
 AJ6421  USGS QUAD   -  CLODINE (1995)
 AJ6421
 AJ6421                         *CURRENT SURVEY CONTROL
 AJ6421  ___________________________________________________________________
 AJ6421* NAD 83(1993)-  29 40 59.65780(N)    095 43 11.11405(W)     ADJUSTED  
 AJ6421* NAVD 88     -        31.32   (meters)     102.8    (feet)  GPS OBS   
 AJ6421  ___________________________________________________________________
 AJ6421  X           -    -552,703.277 (meters)                     COMP
 AJ6421  Y           -  -5,518,121.720 (meters)                     COMP
 AJ6421  Z           -   3,139,918.609 (meters)                     COMP
 AJ6421  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AJ6421  ELLIP HEIGHT-           3.98  (meters)          (12/03/01) GPS OBS
 AJ6421  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AJ6421
 AJ6421  HORZ ORDER  -  B
 AJ6421  ELLP ORDER  -  FOURTH    CLASS II
 AJ6421
 AJ6421.The horizontal coordinates were established by GPS observations
 AJ6421.and adjusted by the National Geodetic Survey in December 2001..
 AJ6421
 AJ6421.The orthometric height was determined by GPS observations and a
 AJ6421.high-resolution geoid model using precise GPS observation and
 AJ6421.processing techniques.
 AJ6421
 AJ6421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6421
 AJ6421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6421
 AJ6421.The ellipsoidal height was determined by GPS observations
 AJ6421.and is referenced to NAD 83.
 AJ6421
 AJ6421.The geoid height was determined by GEOID03.
 AJ6421
 AJ6421;                    North         East     Units Scale Factor Converg.
 AJ6421;SPC TXSC     - 4,209,471.239   917,419.858   MT  0.99988166   +1 36 25.3
 AJ6421;SPC TXSC     -13,810,573.56  3,009,901.65   sFT  0.99988166   +1 36 25.3
 AJ6421;UTM  15      - 3,286,781.313   236,806.245   MT  1.00045479   -1 20 51.4
 AJ6421
 AJ6421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6421!SPC TXSC     -   0.99999937  x   0.99988166  =   0.99988103
 AJ6421!UTM  15      -   0.99999937  x   1.00045479  =   1.00045416
 AJ6421
 AJ6421                          SUPERSEDED SURVEY CONTROL
 AJ6421
 AJ6421.No superseded survey control is available for this station.
 AJ6421
 AJ6421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3680686781(NAD 83)
 AJ6421_MARKER: Z = SEE DESCRIPTION
 AJ6421_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6421_MARK LOGO: HGCSD 
 AJ6421_PROJECTION: FLUSH
 AJ6421_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6421+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6421_ROD/PIPE-DEPTH: 6.1  meters
 AJ6421_SLEEVE-DEPTH  : 3 meters
 AJ6421
 AJ6421  HISTORY     - Date     Condition        Report By
 AJ6421  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6421
 AJ6421                          STATION DESCRIPTION
 AJ6421
 AJ6421'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6421'THE STATION IS LOCATED ABOUT 10.8 MILES (17.4 KM) NORTH EAST
 AJ6421'OFROSENBURG, 9.3 MILES (15.0 KM) SOUTH EAST OF KATY, 7.3 MILES (11.7
 AJ6421'KM) NORTH WEST OF SUGARLAND.  ---OWNERSHIP FORT BEND COUNTY ROAD AND
 AJ6421'BRIDGE DEPARTMENT, 19310 BEECHNUT.---RESTRICTED ACSESS--
 AJ6421'TO REACH THE STATION FROM THE INTERSECTION OF FM 1093 AND HARLEM, HEAD
 AJ6421'SOUTH ON HARLM 1.5 MILES (2.4 KM) TO BEECHNUT, THENCE WEST ON BEECHNUT
 AJ6421'FOR .25 MILE (0.40 KM) TO FORT BEND COUNTY ROAD AND BRIDGE DEPT ON
 AJ6421'RIGHT AND STATION ON FARTHEST EAST PORTION OF PROPERTY.  THE STATION
 AJ6421'IS A 2 INCH DIA.  PIPE.  ELEVATION IS TO THE PHASE CENTER OF THE GPS
 AJ6421'ANTENNA WITH SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT PROJECTES
 AJ6421'OUT OF THE GROUND BY 8 FEET (2.4 M) .  THE MARK IS 101 FEET (30.8 M)
 AJ6421'WEST OF THE MOST EASTERLY CORNER OF CHAINLINK FENCE SUROUNDING THE
 AJ6421'FACILITY, 21.5 FEET (6.6 M) NORTH OF SOUTH MOST CHAINLINK FENCE, 50
 AJ6421'FEET (15.2 M) NORTH EAST OF A ELETICAL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6422 ***********************************************************************
 AJ6422  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6422  DESIGNATION -  PAM 16 ARP
 AJ6422  PID         -  AJ6422
 AJ6422  STATE/COUNTY-  TX/FORT BEND
 AJ6422  USGS QUAD   -  MISSOURI CITY (1995)
 AJ6422
 AJ6422                         *CURRENT SURVEY CONTROL
 AJ6422  ___________________________________________________________________
 AJ6422* NAD 83(1993)-  29 32 40.04777(N)    095 31 38.04509(W)     ADJUSTED  
 AJ6422* NAVD 88     -        21.94   (meters)      72.0    (feet)  GPS OBS   
 AJ6422  ___________________________________________________________________
 AJ6422  X           -    -534,890.204 (meters)                     COMP
 AJ6422  Y           -  -5,527,506.082 (meters)                     COMP
 AJ6422  Z           -   3,126,540.244 (meters)                     COMP
 AJ6422  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AJ6422  ELLIP HEIGHT-          -5.20  (meters)          (12/03/01) GPS OBS
 AJ6422  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AJ6422
 AJ6422  HORZ ORDER  -  B
 AJ6422  ELLP ORDER  -  FOURTH    CLASS II
 AJ6422
 AJ6422.The horizontal coordinates were established by GPS observations
 AJ6422.and adjusted by the National Geodetic Survey in December 2001..
 AJ6422
 AJ6422.The orthometric height was determined by GPS observations and a
 AJ6422.high-resolution geoid model using precise GPS observation and
 AJ6422.processing techniques.
 AJ6422
 AJ6422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6422
 AJ6422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6422
 AJ6422.The ellipsoidal height was determined by GPS observations
 AJ6422.and is referenced to NAD 83.
 AJ6422
 AJ6422.The geoid height was determined by GEOID03.
 AJ6422
 AJ6422;                    North         East     Units Scale Factor Converg.
 AJ6422;SPC TXSC     - 4,194,634.524   936,500.721   MT  0.99986991   +1 42 04.9
 AJ6422;SPC TXSC     -13,761,896.77  3,072,502.78   sFT  0.99986991   +1 42 04.9
 AJ6422;UTM  15      - 3,270,973.609   255,107.432   MT  1.00034005   -1 14 48.5
 AJ6422
 AJ6422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6422!SPC TXSC     -   1.00000082  x   0.99986991  =   0.99987073
 AJ6422!UTM  15      -   1.00000082  x   1.00034005  =   1.00034087
 AJ6422
 AJ6422                          SUPERSEDED SURVEY CONTROL
 AJ6422
 AJ6422.No superseded survey control is available for this station.
 AJ6422
 AJ6422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5510770974(NAD 83)
 AJ6422_MARKER: Z = SEE DESCRIPTION
 AJ6422_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6422_MARK LOGO: HGCSD 
 AJ6422_PROJECTION: FLUSH
 AJ6422_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6422+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6422_ROD/PIPE-DEPTH: 6.1  meters
 AJ6422_SLEEVE-DEPTH  : 3 meters
 AJ6422
 AJ6422  HISTORY     - Date     Condition        Report By
 AJ6422  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6422
 AJ6422                          STATION DESCRIPTION
 AJ6422
 AJ6422'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6422'THE STATION IS LOCATED ABOUT 16.7 MILES (26.9 KM) EAST OF ROSENBERG,
 AJ6422'7.9 MILES (12.7 KM) SOUTH EAST OF SUGARLAND, 5.3 MILES (8.5 KM) NORTH
 AJ6422'WEST OF ARCOLA.  --OWNERSHIP FORT BEND COUNTY PARKS DEPARTMENT, KITTY
 AJ6422'HOLLOW PARKS--- RESTRICTED ACSESS--
 AJ6422'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 59 AND HIGHWAY
 AJ6422'6, HEAD SOUTHEASTERLY ON HIGHWAY 6 FOR ABOUT 7.1 MILES (11.4 KM)
 AJ6422'UNTILL YOU REACH INTERSECTION WITH SSIORTERS ENNAR PKWY.  HEAD NORTH
 AJ6422'INTO THE ENTRANCE OF KITTY HOLLOW PARK AND DRIVE ALL THE WAY TO THE
 AJ6422'BACK OF THE PARK.  THE STATION IS A 2 INCH DIA.  PIPE.  ELEVATION IS
 AJ6422'TO THE PHASE CENTER OF THE GPS ANTENNA WITH SPECIAL ADAPTER TO SIT
 AJ6422'ONTOP OF THE MARK THAT PROJECTES OUT OF THE GROUND BY 8 FEET. (2.4 M)
 AJ6422'THE MARK IS 42 FEET (12.8 M) SOUTH OF A WOODEN LIGHT POLE, 22 FEET
 AJ6422'(6.7 M) EAST OF A 10 INCH DIA OAK TREE, 25 FEET (7.6 M) WEST SOUTHWEST
 AJ6422'OF THE EDGE OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6411 ***********************************************************************
 AJ6411  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6411  DESIGNATION -  PAM 17 ARP
 AJ6411  PID         -  AJ6411
 AJ6411  STATE/COUNTY-  TX/HARRIS
 AJ6411  USGS QUAD   -  TOMBALL (1979)
 AJ6411
 AJ6411                         *CURRENT SURVEY CONTROL
 AJ6411  ___________________________________________________________________
 AJ6411* NAD 83(1993)-  30 05 28.16704(N)    095 36 55.03390(W)     ADJUSTED  
 AJ6411* NAVD 88     -        57.23   (meters)     187.8    (feet)  GPS OBS   
 AJ6411  ___________________________________________________________________
 AJ6411  X           -    -540,438.708 (meters)                     COMP
 AJ6411  Y           -  -5,496,718.684 (meters)                     COMP
 AJ6411  Z           -   3,179,135.874 (meters)                     COMP
 AJ6411  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AJ6411  ELLIP HEIGHT-          29.69  (meters)          (12/03/01) GPS OBS
 AJ6411  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AJ6411
 AJ6411  HORZ ORDER  -  B
 AJ6411  ELLP ORDER  -  FOURTH    CLASS II
 AJ6411
 AJ6411.The horizontal coordinates were established by GPS observations
 AJ6411.and adjusted by the National Geodetic Survey in December 2001..
 AJ6411
 AJ6411.The orthometric height was determined by GPS observations and a
 AJ6411.high-resolution geoid model using precise GPS observation and
 AJ6411.processing techniques.
 AJ6411
 AJ6411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6411
 AJ6411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6411
 AJ6411.The ellipsoidal height was determined by GPS observations
 AJ6411.and is referenced to NAD 83.
 AJ6411
 AJ6411.The geoid height was determined by GEOID03.
 AJ6411
 AJ6411;                    North         East     Units Scale Factor Converg.
 AJ6411;SPC TXSC     - 4,254,954.430   926,217.647   MT  0.99995014   +1 39 29.6
 AJ6411;SPC TXSC     -13,959,796.33  3,038,765.73   sFT  0.99995014   +1 39 29.6
 AJ6411;UTM  15      - 3,331,771.845   247,948.614   MT  1.00038387   -1 18 43.0
 AJ6411
 AJ6411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6411!SPC TXSC     -   0.99999534  x   0.99995014  =   0.99994548
 AJ6411!UTM  15      -   0.99999534  x   1.00038387  =   1.00037921
 AJ6411
 AJ6411                          SUPERSEDED SURVEY CONTROL
 AJ6411
 AJ6411.No superseded survey control is available for this station.
 AJ6411
 AJ6411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4794931772(NAD 83)
 AJ6411_MARKER: Z = SEE DESCRIPTION
 AJ6411_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6411_MARK LOGO: HGCSD 
 AJ6411_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6411+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 AJ6411
 AJ6411  HISTORY     - Date     Condition        Report By
 AJ6411  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6411  HISTORY     - 20050108 GOOD             USPSQD
 AJ6411
 AJ6411                          STATION DESCRIPTION
 AJ6411
 AJ6411'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6411'THE STATION IS LOCATED ABOUT 12.1 MILES (19.5 KM) WEST OF SPRING, 5.17
 AJ6411'MILES (8.32 KM) EAST NORTHEAST OF ROSE HILL, 9.48 MILES (15.26 KM)
 AJ6411'SOUTHWEST OF WOODLANDS.  AND IN A CITY TOMBALL MAINTNCE FACILITY
 AJ6411'--RESTRICTED ACSESS--
 AJ6411'TO REACH THE STATION FROM THE INTERSECTION OF WEST MAIN AND SOUTH
 AJ6411'PINE, HEAD SOUTH ON SOUTH PINE FOR .4 MILE (0.6 KM) TO JAMES STREET,
 AJ6411'CONTINUE SOUTH TO ENTRANCE TO MAINTANCE FACILITY AND STATION ON RIGHT.
 AJ6411'THE STATION IS A 2 INCH DIA.  PIPE.  ELEVATION IS TO THE PHASE CENTER
 AJ6411'OF THE GPS ANTENNA WITH SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT
 AJ6411'PROJECTES OUT OF THE GROUND BY 8 FEET. (2.4 M) THE MARK IS 27.3 FT
 AJ6411'(8.3 M) SOUTH OF A CORNER OF A CHAINLINK FENCE, 13.1 FEET (4.0 M)
 AJ6411'SOUTH WEST OF A CHAINLINK FENCE, 36.6 FT (11.2 M) NORTH EAST FROM A
 AJ6411'FUEL TANK.
 AJ6411
 AJ6411                          STATION RECOVERY (2005)
 AJ6411
 AJ6411'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 AJ6411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6423 ***********************************************************************
 AJ6423  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6423  DESIGNATION -  PAM 18 ARP
 AJ6423  PID         -  AJ6423
 AJ6423  STATE/COUNTY-  TX/HARRIS
 AJ6423  USGS QUAD   -  CYPRESS (1995)
 AJ6423
 AJ6423                         *CURRENT SURVEY CONTROL
 AJ6423  ___________________________________________________________________
 AJ6423* NAD 83(1993)-  29 57 53.74662(N)    095 40 41.58894(W)     ADJUSTED  
 AJ6423* NAVD 88     -        46.74   (meters)     153.3    (feet)  GPS OBS   
 AJ6423  ___________________________________________________________________
 AJ6423  X           -    -547,167.735 (meters)                     COMP
 AJ6423  Y           -  -5,503,080.726 (meters)                     COMP
 AJ6423  Z           -   3,167,015.966 (meters)                     COMP
 AJ6423  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AJ6423  ELLIP HEIGHT-          19.24  (meters)          (12/03/01) GPS OBS
 AJ6423  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AJ6423
 AJ6423  HORZ ORDER  -  B
 AJ6423  ELLP ORDER  -  FOURTH    CLASS II
 AJ6423
 AJ6423.The horizontal coordinates were established by GPS observations
 AJ6423.and adjusted by the National Geodetic Survey in December 2001..
 AJ6423
 AJ6423.The orthometric height was determined by GPS observations and a
 AJ6423.high-resolution geoid model using precise GPS observation and
 AJ6423.processing techniques.
 AJ6423
 AJ6423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6423
 AJ6423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6423
 AJ6423.The ellipsoidal height was determined by GPS observations
 AJ6423.and is referenced to NAD 83.
 AJ6423
 AJ6423.The geoid height was determined by GEOID03.
 AJ6423
 AJ6423;                    North         East     Units Scale Factor Converg.
 AJ6423;SPC TXSC     - 4,240,794.325   920,551.290   MT  0.99992353   +1 37 38.6
 AJ6423;SPC TXSC     -13,913,339.38  3,020,175.36   sFT  0.99992353   +1 37 38.6
 AJ6423;UTM  15      - 3,317,917.654   241,553.683   MT  1.00042418   -1 20 18.4
 AJ6423
 AJ6423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6423!SPC TXSC     -   0.99999698  x   0.99992353  =   0.99992051
 AJ6423!UTM  15      -   0.99999698  x   1.00042418  =   1.00042116
 AJ6423
 AJ6423                          SUPERSEDED SURVEY CONTROL
 AJ6423
 AJ6423.No superseded survey control is available for this station.
 AJ6423
 AJ6423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4155417918(NAD 83)
 AJ6423_MARKER: Z = SEE DESCRIPTION
 AJ6423_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6423_MARK LOGO: HGCSD 
 AJ6423_PROJECTION: FLUSH
 AJ6423_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6423+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6423_ROD/PIPE-DEPTH: 6.1  meters
 AJ6423_SLEEVE-DEPTH  : 3 meters
 AJ6423
 AJ6423  HISTORY     - Date     Condition        Report By
 AJ6423  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6423
 AJ6423                          STATION DESCRIPTION
 AJ6423
 AJ6423'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6423'THE STATION IS LOCATED ABOUT 10.6 MILES (17.1 KM) SOUTHEAST OF
 AJ6423'HOCKLEY, 9.2 MILES (14.8 KM) NORTH WEST OF JERSEY VILLAGE, 9.8 MILES
 AJ6423'(15.8 KM) SOUTH WEST OF TOMBALL.  ---OWNERSHIP COMPAQ
 AJ6423'COMPUTERS---RESTRICTED ACSESS---
 AJ6423'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 290 AND FM 1960,
 AJ6423'THENCE NORTH WEST ALONG HIGHWAY 290 FOR ABOUT 5 MILES, (8.0 KM) TURN
 AJ6423'RIGHT INTO THE COMPAQ FACILITY AND DRIVE AROUND TO NORTH SIDE OF
 AJ6423'FACILITY TO WATER PLANT ON RIGHT WITH STATION WITHIN SECURE GROUNDS.
 AJ6423'THE STATION IS A 2 INCH DIA.  PIPE.  ELEVATION IS TO THE PHASE CENTER
 AJ6423'OF THE GPS ANTENNA WITH SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT
 AJ6423'PROJECTES OUT OF THE GROUND BY 8 FEET. (2.4 M) THE MARK IS ABOUT 10
 AJ6423'FEET (3.0 M) EAST OF CHAINLINK FENCE, 45 FEET (13.7 M) SOUTH OF A
 AJ6423'CHAINLINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6424 ***********************************************************************
 AJ6424  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6424  DESIGNATION -  PAM 19 ARP
 AJ6424  PID         -  AJ6424
 AJ6424  STATE/COUNTY-  TX/HARRIS
 AJ6424  USGS QUAD   -  KATY (1980)
 AJ6424
 AJ6424                         *CURRENT SURVEY CONTROL
 AJ6424  ___________________________________________________________________
 AJ6424* NAD 83(1993)-  29 50 28.00719(N)    095 48 19.21116(W)     ADJUSTED  
 AJ6424* NAVD 88     -        48.37   (meters)     158.7    (feet)  GPS OBS   
 AJ6424  ___________________________________________________________________
 AJ6424  X           -    -560,067.852 (meters)                     COMP
 AJ6424  Y           -  -5,508,662.048 (meters)                     COMP
 AJ6424  Z           -   3,155,118.828 (meters)                     COMP
 AJ6424  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AJ6424  ELLIP HEIGHT-          20.91  (meters)          (12/03/01) GPS OBS
 AJ6424  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AJ6424
 AJ6424  HORZ ORDER  -  B
 AJ6424  ELLP ORDER  -  FOURTH    CLASS II
 AJ6424
 AJ6424.The horizontal coordinates were established by GPS observations
 AJ6424.and adjusted by the National Geodetic Survey in December 2001..
 AJ6424
 AJ6424.The orthometric height was determined by GPS observations and a
 AJ6424.high-resolution geoid model using precise GPS observation and
 AJ6424.processing techniques.
 AJ6424
 AJ6424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6424
 AJ6424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6424
 AJ6424.The ellipsoidal height was determined by GPS observations
 AJ6424.and is referenced to NAD 83.
 AJ6424
 AJ6424.The geoid height was determined by GEOID03.
 AJ6424
 AJ6424;                    North         East     Units Scale Factor Converg.
 AJ6424;SPC TXSC     - 4,226,733.735   908,662.446   MT  0.99990215   +1 33 54.4
 AJ6424;SPC TXSC     -13,867,208.93  2,981,170.04   sFT  0.99990215   +1 33 54.4
 AJ6424;UTM  15      - 3,304,483.184   228,946.755   MT  1.00050658   -1 23 48.4
 AJ6424
 AJ6424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6424!SPC TXSC     -   0.99999672  x   0.99990215  =   0.99989887
 AJ6424!UTM  15      -   0.99999672  x   1.00050658  =   1.00050329
 AJ6424
 AJ6424                          SUPERSEDED SURVEY CONTROL
 AJ6424
 AJ6424.No superseded survey control is available for this station.
 AJ6424
 AJ6424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2894704483(NAD 83)
 AJ6424_MARKER: Z = SEE DESCRIPTION
 AJ6424_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6424_MARK LOGO: HGCSD 
 AJ6424_PROJECTION: FLUSH
 AJ6424_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6424+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6424_ROD/PIPE-DEPTH: 6.1  meters
 AJ6424_SLEEVE-DEPTH  : 3 meters
 AJ6424
 AJ6424  HISTORY     - Date     Condition        Report By
 AJ6424  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6424
 AJ6424                          STATION DESCRIPTION
 AJ6424
 AJ6424'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6424'THE STATION IS LOCATED ABOUT 4.17 MILES (6.71 KM) NORTH NORTHEAST OF
 AJ6424'KATY, 12.8 MILES (20.6 KM) SOUTH SOUTHEAST OF HOCKLEY, 27.5 MILES
 AJ6424'(44.3 KM) WEST NORTHWEST OF HOUSTON.  OWNED BY HARRIS COUNTY 4 SEASONS
 AJ6424'PARK --RESTRICTED ACSESS--
 AJ6424'TO REACH THE STATION FROM THE INTERSECTION OF MORTON RD AND KATY
 AJ6424'HOCKLEY-CUTOFF.  HEAD NORTH ON KATY HOCKLEY-CUTOFF FOR 1.7 MILES (2.7
 AJ6424'KM) TO PARK ON RIGHT.  .1 MILE (0.2 KM) NORTHEAST FROM ENTRANCE INTO
 AJ6424'PARK TO A SMALL METAL BUILDING.  THE STATION IS A 2 INCH DIA. PIPE.
 AJ6424'ELEVATION IS TO THE PHASE CENTER OF THE GPS ANTENNA WITH SPECIAL
 AJ6424'ADAPTER TO SIT ONTOP OF THE MARK THAT PROJECTES OUT OF THE GROUND BY 8
 AJ6424'FEET. (2.4 M) THE MARK IS 14 FEET (4.3 M) NORTHEAST OF SMALL METAL
 AJ6424'BUILDING, 36 FEET (11.0 M) NORTHWEST OF CENTER OF DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9857 ***********************************************************************
 AA9857  DESIGNATION -  PAM 2
 AA9857  PID         -  AA9857
 AA9857  STATE/COUNTY-  TX/HARRIS
 AA9857  USGS QUAD   -  ALDINE (1995)
 AA9857
 AA9857                         *CURRENT SURVEY CONTROL
 AA9857  ___________________________________________________________________
 AA9857* NAD 83(1986)-  30 00 00.     (N)    095 24 55.     (W)     SCALED    
 AA9857* NAVD 88     -        32.226  (meters)     105.73   (feet)  ADJUSTED  
 AA9857  ___________________________________________________________________
 AA9857  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AA9857  DYNAMIC HT  -          32.183 (meters)     105.59  (feet)  COMP
 AA9857  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 AA9857
 AA9857  VERT ORDER  -  FIRST     CLASS II
 AA9857
 AA9857.The horizontal coordinates were scaled from a topographic map and have
 AA9857.an estimated accuracy of +/- 6 seconds.
 AA9857
 AA9857.The orthometric height was determined by differential leveling
 AA9857.and adjusted by the National Geodetic Survey in September 1996..
 AA9857
 AA9857.The geoid height was determined by GEOID03.
 AA9857
 AA9857.The dynamic height is computed by dividing the NAVD 88
 AA9857.geopotential number by the normal gravity value computed on the
 AA9857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9857.degrees latitude (g = 980.6199 gals.).
 AA9857
 AA9857.The modeled gravity was interpolated from observed gravity values.
 AA9857
 AA9857;                    North         East    Units  Estimated Accuracy
 AA9857;SPC TXSC     - 4,245,430.      945,800.      MT  (+/- 180 meters Scaled)
 AA9857
 AA9857                          SUPERSEDED SURVEY CONTROL
 AA9857
 AA9857.No superseded survey control is available for this station.
 AA9857
 AA9857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP670212(NAD 83)
 AA9857_MARKER: P = PIPE CAP
 AA9857_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AA9857_MARK LOGO: NONE  
 AA9857_PROJECTION: PROJECTING 20 CENTIMETERS
 AA9857_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9857_ROD/PIPE-DEPTH: 10   meters
 AA9857
 AA9857  HISTORY     - Date     Condition        Report By
 AA9857  HISTORY     - 1995     MONUMENTED       HGCSD
 AA9857
 AA9857                          STATION DESCRIPTION
 AA9857
 AA9857'DESCRIBED BY HARRIS-GALV CO DIST 1995
 AA9857'FROM THE INTERSECTON OF OLD HARDY ROAD AND RICHEY ROAD, PROCEED WEST
 AA9857'ON RICHEY ROAD FOR 1.25 MILES (2.01 KM) TO EDGEGLEN ROAD ON THE RIGHT,
 AA9857'PROCEED NORTH ON EDGEGLEN 0.1 MILES (0.2 KM) TO A TURN AT THE JUNCTION
 AA9857'WITH BRUSHY GLEN AND THE HOUSTON PIPELINE COMPANY YARD ON THE RIGHT.
 AA9857'NOTE=ACCESS TO YARD IS RESTRICTED.  PROCEED NORTH THROUGH GATE FOR 0.1
 AA9857'MILES (0.2 KM) TO THE NORTHEAST CORNER OF THE COMPOUND AND THE STATION
 AA9857'PROJECTING 2-METERS ABOVE GROUND AND THE REFERENCE POINT NEAR THE BASE
 AA9857'OF THE PIPE.  STATION IS 90 FT (27.4 M) SOUTHEAST OF A LONE 8-INCH
 AA9857'PINE TREE, 33 FT (10.1 M) WEST OF THE EAST PERIMETER FENCE, 68 FT
 AA9857'(20.7 M) SOUTHWEST OF NORTHEAST FENCE CORNER OF THE COMPOUND, 460 FT
 AA9857'(140.2 M) NORTH OF THE ENTRANCE GATE AT THE SOUTH PERIMETER OF THE
 AA9857'COMPOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6428 ***********************************************************************
 AJ6428  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6428  DESIGNATION -  PAM 2 ARP
 AJ6428  PID         -  AJ6428
 AJ6428  STATE/COUNTY-  TX/HARRIS
 AJ6428  USGS QUAD   -  SPRING (1982)
 AJ6428
 AJ6428                         *CURRENT SURVEY CONTROL
 AJ6428  ___________________________________________________________________
 AJ6428* NAD 83(1993)-  30 00 02.33620(N)    095 24 57.08640(W)     ADJUSTED  
 AJ6428* NAVD 88     -        34.61   (meters)     113.5    (feet)  GPS OBS   
 AJ6428  ___________________________________________________________________
 AJ6428  X           -    -521,775.305 (meters)                     COMP
 AJ6428  Y           -  -5,503,548.225 (meters)                     COMP
 AJ6428  Z           -   3,170,439.624 (meters)                     COMP
 AJ6428  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AJ6428  ELLIP HEIGHT-           7.18  (meters)          (12/03/01) GPS OBS
 AJ6428  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AJ6428
 AJ6428  HORZ ORDER  -  B
 AJ6428  ELLP ORDER  -  FOURTH    CLASS II
 AJ6428
 AJ6428.The horizontal coordinates were established by GPS observations
 AJ6428.and adjusted by the National Geodetic Survey in December 2001..
 AJ6428
 AJ6428.The orthometric height was determined by GPS observations and a
 AJ6428.high-resolution geoid model using precise GPS observation and
 AJ6428.processing techniques.
 AJ6428
 AJ6428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6428
 AJ6428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6428
 AJ6428.The ellipsoidal height was determined by GPS observations
 AJ6428.and is referenced to NAD 83.
 AJ6428
 AJ6428.The geoid height was determined by GEOID03.
 AJ6428
 AJ6428;                    North         East     Units Scale Factor Converg.
 AJ6428;SPC TXSC     - 4,245,499.240   945,740.205   MT  0.99993056   +1 45 21.3
 AJ6428;SPC TXSC     -13,928,775.42  3,102,815.99   sFT  0.99993056   +1 45 21.3
 AJ6428;UTM  15      - 3,321,314.712   266,962.889   MT  1.00027006   -1 12 30.6
 AJ6428
 AJ6428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6428!SPC TXSC     -   0.99999887  x   0.99993056  =   0.99992943
 AJ6428!UTM  15      -   0.99999887  x   1.00027006  =   1.00026893
 AJ6428
 AJ6428                          SUPERSEDED SURVEY CONTROL
 AJ6428
 AJ6428.No superseded survey control is available for this station.
 AJ6428
 AJ6428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6696321315(NAD 83)
 AJ6428_MARKER: Z = SEE DESCRIPTION
 AJ6428_SETTING: 0 = UNSPECIFIED SETTING
 AJ6428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6428+STABILITY: POSITION/ELEVATION WELL
 AJ6428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6428+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AJ6428
 AJ6428  HISTORY     - Date     Condition        Report By
 AJ6428  HISTORY     - 1994     MONUMENTED       HGCSD
 AJ6428
 AJ6428                          STATION DESCRIPTION
 AJ6428
 AJ6428'DESCRIBED BY HARRIS-GALV CO DIST 1994
 AJ6428'THE ARP OF PAM STATION 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9860 ***********************************************************************
 AA9860  DESIGNATION -  PAM 2 CORS L1 PHS CTR
 AA9860  PID         -  AA9860
 AA9860  STATE/COUNTY-  TX/HARRIS
 AA9860  USGS QUAD   -  SPRING (1982)
 AA9860
 AA9860                         *CURRENT SURVEY CONTROL
 AA9860  ___________________________________________________________________
 AA9860* NAD 83(1993)-  30 00 02.33668(N)    095 24 57.08538(W)     ADJUSTED  
 AA9860* NAVD 88     -        34.832  (meters)     114.28   (feet)  ADJUSTED  
 AA9860  ___________________________________________________________________
 AA9860  X           -    -521,775.298 (meters)                     COMP
 AA9860  Y           -  -5,503,548.444 (meters)                     COMP
 AA9860  Z           -   3,170,439.767 (meters)                     COMP
 AA9860  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AA9860  ELLIP HEIGHT-           7.44  (meters)          (10/25/00) GPS OBS
 AA9860  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AA9860  DYNAMIC HT  -          34.785 (meters)     114.12  (feet)  COMP
 AA9860  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 AA9860
 AA9860  HORZ ORDER  -  FIRST
 AA9860  VERT ORDER  -  FIRST     CLASS II
 AA9860  ELLP ORDER  -  FOURTH    CLASS I
 AA9860
 AA9860.The horizontal coordinates were established by GPS observations
 AA9860.and adjusted by the National Geodetic Survey in October 1996..
 AA9860
 AA9860.The orthometric height was determined by differential leveling
 AA9860.and adjusted by the National Geodetic Survey in September 1996..
 AA9860
 AA9860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9860
 AA9860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9860
 AA9860.The ellipsoidal height was determined by GPS observations
 AA9860.and is referenced to NAD 83.
 AA9860
 AA9860.The geoid height was determined by GEOID03.
 AA9860
 AA9860.The dynamic height is computed by dividing the NAVD 88
 AA9860.geopotential number by the normal gravity value computed on the
 AA9860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9860.degrees latitude (g = 980.6199 gals.).
 AA9860
 AA9860.The modeled gravity was interpolated from observed gravity values.
 AA9860
 AA9860;                    North         East     Units Scale Factor Converg.
 AA9860;SPC TXSC     - 4,245,499.255   945,740.232   MT  0.99993056   +1 45 21.3
 AA9860;SPC TXSC     -13,928,775.47  3,102,816.08   sFT  0.99993056   +1 45 21.3
 AA9860;UTM  15      - 3,321,314.726   266,962.917   MT  1.00027006   -1 12 30.6
 AA9860
 AA9860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9860!SPC TXSC     -   0.99999883  x   0.99993056  =   0.99992939
 AA9860!UTM  15      -   0.99999883  x   1.00027006  =   1.00026889
 AA9860
 AA9860                          SUPERSEDED SURVEY CONTROL
 AA9860
 AA9860  ELLIP H (10/17/96)    7.57   (m)                       GP(       ) 3 1
 AA9860
 AA9860.Superseded values are not recommended for survey control.
 AA9860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9860.See file dsdata.txt to determine how the superseded data were derived.
 AA9860
 AA9860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6696321315(NAD 83)
 AA9860_MARKER: Z = SEE DESCRIPTION
 AA9860_SETTING: 0 = UNSPECIFIED SETTING
 AA9860_MARK LOGO: NONE  
 AA9860_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9860+STABILITY: SURFACE MOTION
 AA9860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9860+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1994
 AA9860
 AA9860  HISTORY     - Date     Condition        Report By
 AA9860  HISTORY     - 1994     MONUMENTED       HGCSD
 AA9860  HISTORY     - 19941118 GOOD             HGCSD
 AA9860
 AA9860                          STATION DESCRIPTION
 AA9860
 AA9860'DESCRIBED BY HARRIS-GALV CO DIST 1994
 AA9860'FROM THE INTERSECTON OF OLD HARDY ROAD AND RICHEY ROAD, PROCEED WEST
 AA9860'ON RICHEY ROAD FOR 1.25 MILES (2.01 KM) TO EDGEGLEN ROAD ON THE RIGHT,
 AA9860'PROCEED NORTH ON EDGEGLEN 0.1 MILES (0.2 KM) TO A TURN AT THE JUNCTION
 AA9860'WITH BRUSHY GLEN AND THE HOUSTON PIPELINE COMPANY YARD ON THE RIGHT.
 AA9860'NOTE=ACCESS TO YARD IS RESTRICTED.  PROCEED NORTH THROUGH GATE FOR 0.1
 AA9860'MILES (0.2 KM) TO THE NORTHEAST CORNER OF THE COMPOUND AND THE STATION
 AA9860'PROJECTING 2-METERS ABOVE GROUND AND THE REFERENCE POINT NEAR THE BASE
 AA9860'OF THE PIPE, MARK BEING THE PHASE CENTER OF THE GPS ANTENNA ON TOP OF
 AA9860'THE PIPE WHICH IS USED FOR BENCH MARK PAM 2, 27.4 M (90.0 FT)
 AA9860'SOUTHEAST OF A LONE 8-INCH PINE TREE, 33 FT (10.1 M) WEST OF THE EAST
 AA9860'PERIMETER FENCE, 68 FT (20.7 M) SOUTHWEST OF NORTHEAST CORNER OF THE
 AA9860'EAST PERIMETER COMPOUND, 46.0 FT(14.0 M) NORTH OF THE ENTRANCE GATE AT
 AA9860'THE SOUTH PERIMETER OF THE COMPOUND.
 AA9860
 AA9860                          STATION RECOVERY (1994)
 AA9860
 AA9860'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AA9860'FROM DOWNTOWN HOUSTON APPROXIMATELY 13.2 MILES (21.2 KM) NORTH ALONG
 AA9860'I45 TO RICHEY RD EAST ON RICHEY RD .5 MILES (0.8 KM) TO BRUSHY GLEN
 AA9860'NORTH ALONG BRUSHY GLEN UNTILL IT TURNS EAST FENCED IN YARD FOR A GAS
 AA9860'PIPELINE HEAD NORTH THROUGH GATE TO MARK MARK IS A 2 IN PIPE
 AA9860'PROJECTING ABOUT 9 FEET (2.7 M) OUT OF THE GROUND WITH 4 POSTS
 AA9860'PROTECTING IT THE MARK IS THE PHASE CENTER OF THE ANTENNA ON TOP OF
 AA9860'THE POLE NOTE  THIS STATION IS NOT CONTINUOUSLY OPERATING.  CALL MR
 AA9860'MICHEL AT HARRIS GALVESTION COASTAL SUBSIDENCE DISTRICT FOR
 AA9860'INFORMATION. PHONE (713) 486-1105.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6412 ***********************************************************************
 AJ6412  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6412  DESIGNATION -  PAM 3 ARP
 AJ6412  PID         -  AJ6412
 AJ6412  STATE/COUNTY-  TX/HARRIS
 AJ6412  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AJ6412
 AJ6412                         *CURRENT SURVEY CONTROL
 AJ6412  ___________________________________________________________________
 AJ6412* NAD 83(1993)-  29 49 14.90336(N)    095 36 48.14574(W)     ADJUSTED  
 AJ6412* NAVD 88     -        31.34   (meters)     102.8    (feet)  GPS OBS   
 AJ6412  ___________________________________________________________________
 AJ6412  X           -    -541,716.720 (meters)                     COMP
 AJ6412  Y           -  -5,511,607.274 (meters)                     COMP
 AJ6412  Z           -   3,153,157.659 (meters)                     COMP
 AJ6412  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AJ6412  ELLIP HEIGHT-           3.93  (meters)          (12/03/01) GPS OBS
 AJ6412  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AJ6412
 AJ6412  HORZ ORDER  -  B
 AJ6412  ELLP ORDER  -  FOURTH    CLASS II
 AJ6412
 AJ6412.The horizontal coordinates were established by GPS observations
 AJ6412.and adjusted by the National Geodetic Survey in December 2001..
 AJ6412
 AJ6412.The orthometric height was determined by GPS observations and a
 AJ6412.high-resolution geoid model using precise GPS observation and
 AJ6412.processing techniques.
 AJ6412
 AJ6412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6412
 AJ6412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6412
 AJ6412.The ellipsoidal height was determined by GPS observations
 AJ6412.and is referenced to NAD 83.
 AJ6412
 AJ6412.The geoid height was determined by GEOID03.
 AJ6412
 AJ6412;                    North         East     Units Scale Factor Converg.
 AJ6412;SPC TXSC     - 4,225,005.776   927,269.646   MT  0.99989908   +1 39 32.9
 AJ6412;SPC TXSC     -13,861,539.78  3,042,217.16   sFT  0.99989908   +1 39 32.9
 AJ6412;UTM  15      - 3,301,795.001   247,449.958   MT  1.00038702   -1 18 01.0
 AJ6412
 AJ6412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6412!SPC TXSC     -   0.99999938  x   0.99989908  =   0.99989846
 AJ6412!UTM  15      -   0.99999938  x   1.00038702  =   1.00038640
 AJ6412
 AJ6412                          SUPERSEDED SURVEY CONTROL
 AJ6412
 AJ6412.No superseded survey control is available for this station.
 AJ6412
 AJ6412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4745001795(NAD 83)
 AJ6412_MARKER: Z = SEE DESCRIPTION
 AJ6412_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6412_MARK LOGO: HGCSD 
 AJ6412_PROJECTION: FLUSH
 AJ6412_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6412+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6412_ROD/PIPE-DEPTH: 6.1  meters
 AJ6412_SLEEVE-DEPTH  : 3 meters
 AJ6412
 AJ6412  HISTORY     - Date     Condition        Report By
 AJ6412  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6412
 AJ6412                          STATION DESCRIPTION
 AJ6412
 AJ6412'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6412'THE STATION IS LOCATED ABOUT 16.2 WEST NORTHWEST OF HOUSTON, 12.3
 AJ6412'MILES (19.8 KM) EAST NORTHEAST OF KATY, 5.3 SOUTH WEST OF JERSEY
 AJ6412'VILLAGE.--OWNERSHIP HARRIS COUNTY BEAR CREEK PARK, --RESTRICTED
 AJ6412'ACSESS--
 AJ6412'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 AJ6412'ADDICKS FAIRBANKS RD, HEAD NORTH ON ADDICKS FAIRBANKS RD FOR 2.6 MILES
 AJ6412'(4.2 KM) TO THE ENTRANCE INTO BEAR CREEK PARK, ENTER AND TAKE DRIVE TO
 AJ6412'LEFT LEADING THRU MAINTANCE AREA TO BUFFALO AND MARK ON RIGHT.  THE
 AJ6412'STATION IS A 2 INCH DIA.  PIPE.  ELEVATION IS TO THE PHASE CENTER OF
 AJ6412'THE GPS ANTENNA WITH SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT
 AJ6412'PROJECTES OUT OF THE GROUND BY 8 FEET (2.4 M) .  THE MARK IS 20 FEET
 AJ6412'(6.1 M) SOUTHEAST OF A CHAINLINK FENCE AROUND THE BUFFALOS, 70 FEET
 AJ6412'(21.3 M) NORTHEAST OF A BASKET BALL GOAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9855 ***********************************************************************
 AA9855  DESIGNATION -  PAM 4
 AA9855  PID         -  AA9855
 AA9855  STATE/COUNTY-  TX/FORT BEND
 AA9855  USGS QUAD   -  ALIEF (1995)
 AA9855
 AA9855                         *CURRENT SURVEY CONTROL
 AA9855  ___________________________________________________________________
 AA9855* NAD 83(1986)-  29 37 50.     (N)    095 35 50.     (W)     SCALED    
 AA9855* NAVD 88     -        24.165  (meters)      79.28   (feet)  ADJUSTED  
 AA9855  ___________________________________________________________________
 AA9855  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA9855  DYNAMIC HT  -          24.132 (meters)      79.17  (feet)  COMP
 AA9855  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 AA9855
 AA9855  VERT ORDER  -  FIRST     CLASS II
 AA9855
 AA9855.The horizontal coordinates were scaled from a topographic map and have
 AA9855.an estimated accuracy of +/- 6 seconds.
 AA9855
 AA9855.The orthometric height was determined by differential leveling
 AA9855.and adjusted by the National Geodetic Survey in September 1996..
 AA9855
 AA9855.The geoid height was determined by GEOID03.
 AA9855
 AA9855.The dynamic height is computed by dividing the NAVD 88
 AA9855.geopotential number by the normal gravity value computed on the
 AA9855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9855.degrees latitude (g = 980.6199 gals.).
 AA9855
 AA9855.The modeled gravity was interpolated from observed gravity values.
 AA9855
 AA9855;                    North         East    Units  Estimated Accuracy
 AA9855;SPC TXSC     - 4,203,970.      929,440.      MT  (+/- 180 meters Scaled)
 AA9855
 AA9855                          SUPERSEDED SURVEY CONTROL
 AA9855
 AA9855.No superseded survey control is available for this station.
 AA9855
 AA9855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN485806(NAD 83)
 AA9855_MARKER: P = PIPE CAP
 AA9855_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AA9855_MARK LOGO: NONE  
 AA9855_PROJECTION: PROJECTING 20 CENTIMETERS
 AA9855_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9855_ROD/PIPE-DEPTH: 10   meters
 AA9855
 AA9855  HISTORY     - Date     Condition        Report By
 AA9855  HISTORY     - 1995     MONUMENTED       HGCSD
 AA9855
 AA9855                          STATION DESCRIPTION
 AA9855
 AA9855'DESCRIBED BY HARRIS-GALV CO DIST 1995 (WMC)
 AA9855'FROM US HIGHWAY 90 ALTERNATE AND US HIGHWAY 59 OVERPASS PROCEED WEST
 AA9855'ON US 90 ALTERNATE FOR 0.6 MILES (1.0 KM) TO DAIRY ASHFORD ROAD, TURN
 AA9855'RIGHT AND PROCEED NORTHEAST 0.5 MILES (0.8 KM) ALONG DAIRY ASHFORD
 AA9855'ROAD TO THE COUNTY COURT HOUSE (FORT BEND COUNTY PRECINCT 4) , TURN
 AA9855'RIGHT AND PROCEED EAST TO A FENCED COUNTY MAINTENENCE COMPOUND
 AA9855'(ADDRESS=12919 1/2 DAIRY ASHFORD ROAD) AND THE MONITORING STATION ON
 AA9855'THE RIGHT WITHIN THE COMPOUND.  NOTE=THE COMPOUND IS GATED AND ACCEESS
 AA9855'IS LIMITED.  16 FT (4.9 M) NORTH OF THE SOUTH PERIMETER FENCE, 106 FT
 AA9855'(32.3 M) SOUTH SOUTHWEST OF THE FENCE CORNER AT THE MAIN ENTRANCE
 AA9855'GATE, 91.5 FT (27.9 M) SOUTH OF THE NORTHERLY PERIMETER FENCE, 269 FT
 AA9855'(82.0 M) EAST OF THE WEST PERIMETER FENCE, 101 FT (30.8 M) EAST OF A
 AA9855'UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6429 ***********************************************************************
 AJ6429  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6429  DESIGNATION -  PAM 4 ARP
 AJ6429  PID         -  AJ6429
 AJ6429  STATE/COUNTY-  TX/HARRIS
 AJ6429  USGS QUAD   -  ALIEF (1995)
 AJ6429
 AJ6429                         *CURRENT SURVEY CONTROL
 AJ6429  ___________________________________________________________________
 AJ6429* NAD 83(1993)-  29 37 49.39514(N)    095 35 48.67930(W)     ADJUSTED  
 AJ6429* NAVD 88     -        26.77   (meters)      87.8    (feet)  GPS OBS   
 AJ6429  ___________________________________________________________________
 AJ6429  X           -    -541,148.060 (meters)                     COMP
 AJ6429  Y           -  -5,522,175.613 (meters)                     COMP
 AJ6429  Z           -   3,134,825.486 (meters)                     COMP
 AJ6429  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AJ6429  ELLIP HEIGHT-          -0.48  (meters)          (12/03/01) GPS OBS
 AJ6429  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AJ6429
 AJ6429  HORZ ORDER  -  B
 AJ6429  ELLP ORDER  -  FOURTH    CLASS II
 AJ6429
 AJ6429.The horizontal coordinates were established by GPS observations
 AJ6429.and adjusted by the National Geodetic Survey in December 2001..
 AJ6429
 AJ6429.The orthometric height was determined by GPS observations and a
 AJ6429.high-resolution geoid model using precise GPS observation and
 AJ6429.processing techniques.
 AJ6429
 AJ6429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6429
 AJ6429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6429
 AJ6429.The ellipsoidal height was determined by GPS observations
 AJ6429.and is referenced to NAD 83.
 AJ6429
 AJ6429.The geoid height was determined by GEOID03.
 AJ6429
 AJ6429;                    North         East     Units Scale Factor Converg.
 AJ6429;SPC TXSC     - 4,203,955.908   929,479.522   MT  0.99987649   +1 40 02.1
 AJ6429;SPC TXSC     -13,792,478.67  3,049,467.40   sFT  0.99987649   +1 40 02.1
 AJ6429;UTM  15      - 3,280,648.688   248,572.069   MT  1.00038007   -1 17 04.4
 AJ6429
 AJ6429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6429!SPC TXSC     -   1.00000008  x   0.99987649  =   0.99987657
 AJ6429!UTM  15      -   1.00000008  x   1.00038007  =   1.00038015
 AJ6429
 AJ6429                          SUPERSEDED SURVEY CONTROL
 AJ6429
 AJ6429.No superseded survey control is available for this station.
 AJ6429
 AJ6429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4857280649(NAD 83)
 AJ6429_MARKER: Z = SEE DESCRIPTION
 AJ6429_SETTING: 0 = UNSPECIFIED SETTING
 AJ6429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6429+STABILITY: POSITION/ELEVATION WELL
 AJ6429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6429+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AJ6429
 AJ6429  HISTORY     - Date     Condition        Report By
 AJ6429  HISTORY     - 1994     MONUMENTED       HGCSD
 AJ6429
 AJ6429                          STATION DESCRIPTION
 AJ6429
 AJ6429'DESCRIBED BY HARRIS-GALV CO DIST 1994
 AJ6429'THIS IS THE PAM STATION ARP.
 AJ6429' 
 AJ6429'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9858 ***********************************************************************
 AA9858  DESIGNATION -  PAM 4 CORS L1 PHS CTR
 AA9858  PID         -  AA9858
 AA9858  STATE/COUNTY-  TX/FORT BEND
 AA9858  USGS QUAD   -  ALIEF (1995)
 AA9858
 AA9858                         *CURRENT SURVEY CONTROL
 AA9858  ___________________________________________________________________
 AA9858* NAD 83(1993)-  29 37 49.39681(N)    095 35 48.67850(W)     ADJUSTED  
 AA9858* NAVD 88     -        26.919  (meters)      88.32   (feet)  ADJUSTED  
 AA9858  ___________________________________________________________________
 AA9858  X           -    -541,148.051 (meters)                     COMP
 AA9858  Y           -  -5,522,175.745 (meters)                     COMP
 AA9858  Z           -   3,134,825.620 (meters)                     COMP
 AA9858  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AA9858  ELLIP HEIGHT-          -0.30  (meters)          (10/25/00) GPS OBS
 AA9858  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA9858  DYNAMIC HT  -          26.882 (meters)      88.20  (feet)  COMP
 AA9858  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 AA9858
 AA9858  HORZ ORDER  -  FIRST
 AA9858  VERT ORDER  -  FIRST     CLASS II
 AA9858  ELLP ORDER  -  FOURTH    CLASS I
 AA9858
 AA9858.The horizontal coordinates were established by GPS observations
 AA9858.and adjusted by the National Geodetic Survey in October 1996..
 AA9858
 AA9858.The orthometric height was determined by differential leveling
 AA9858.and adjusted by the National Geodetic Survey in September 1996..
 AA9858
 AA9858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9858
 AA9858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9858
 AA9858.The ellipsoidal height was determined by GPS observations
 AA9858.and is referenced to NAD 83.
 AA9858
 AA9858.The geoid height was determined by GEOID03.
 AA9858
 AA9858.The dynamic height is computed by dividing the NAVD 88
 AA9858.geopotential number by the normal gravity value computed on the
 AA9858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9858.degrees latitude (g = 980.6199 gals.).
 AA9858
 AA9858.The modeled gravity was interpolated from observed gravity values.
 AA9858
 AA9858;                    North         East     Units Scale Factor Converg.
 AA9858;SPC TXSC     - 4,203,955.960   929,479.542   MT  0.99987649   +1 40 02.1
 AA9858;SPC TXSC     -13,792,478.85  3,049,467.46   sFT  0.99987649   +1 40 02.1
 AA9858;UTM  15      - 3,280,648.739   248,572.092   MT  1.00038007   -1 17 04.4
 AA9858
 AA9858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9858!SPC TXSC     -   1.00000005  x   0.99987649  =   0.99987654
 AA9858!UTM  15      -   1.00000005  x   1.00038007  =   1.00038012
 AA9858
 AA9858                          SUPERSEDED SURVEY CONTROL
 AA9858
 AA9858  ELLIP H (10/17/96)   -0.18   (m)                       GP(       ) 3 1
 AA9858
 AA9858.Superseded values are not recommended for survey control.
 AA9858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9858.See file dsdata.txt to determine how the superseded data were derived.
 AA9858
 AA9858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4857280649(NAD 83)
 AA9858_MARKER: Z = SEE DESCRIPTION
 AA9858_SETTING: 0 = UNSPECIFIED SETTING
 AA9858_MARK LOGO: NONE  
 AA9858_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9858+STABILITY: SURFACE MOTION
 AA9858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9858+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1994
 AA9858
 AA9858  HISTORY     - Date     Condition        Report By
 AA9858  HISTORY     - 1994     MONUMENTED       HGCSD
 AA9858  HISTORY     - 19941118 GOOD             HGCSD
 AA9858
 AA9858                          STATION DESCRIPTION
 AA9858
 AA9858'DESCRIBED BY HARRIS-GALV CO DIST 1994 (WMC)
 AA9858'FROM US HIGHWAY 90 ALTERNATE AND US HIGHWAY 59 OVERPASS PROCEED WEST
 AA9858'ON US 90 ALTERNATE FOR 0.6 MILES (1.0 KM) TO DAIRY ASHFORD ROAD, TURN
 AA9858'RIGHT AND PROCEED NORTHEAST 0.5 MILES (0.8 KM) ALONG DAIRY ASHFORD
 AA9858'ROAD TO THE COUNTY COURT HOUSE (FORT BEND COUNTY PRECINCT 4) , TURN
 AA9858'RIGHT AND PROCEED EAST TO A FENCED COUNTY MAINTENENCE COMPOUND
 AA9858'(ADDRESS=12919 1/2 DAIRY ASHFORD ROAD) AND THE MONITORING STATION ON
 AA9858'THE RIGHT WITHIN THE COMPOUND.  NOTE=THE COMPOUND IS GATED AND ACCEESS
 AA9858'IS LIMITED, MARK BEING THE PHASE CENTER OF THE GPS ANTENNA MOUNTED ON
 AA9858'TOP OF A 2 INCH PIPE WHICH IS USED FOR BENCH MARK PAM 4,  16 FT (4.9
 AA9858'M) NORTH OF THE SOUTH PERIMETER FENCE, 106 FT (32.3 M) SOUTH SOUTHWEST
 AA9858'OF THE FENCE CORNER AT THE MAIN ENTRANCE GATE, 91.5 FT (27.9 M) SOUTH
 AA9858'OF THE NORTHERLY PERIMETER FENCE, 269 FT (82.0 M) EAST OF THE WEST
 AA9858'PERIMETER FENCE, 101 FT (30.8 M) EAST OF A UTILITY POLE.
 AA9858
 AA9858                          STATION RECOVERY (1994)
 AA9858
 AA9858'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AA9858'FROM DOWNTOWN HOUSTON APPROXIMATELY 17 MILES (27.4 KM) SOUTHWEST ON
 AA9858'THE SOUTHWEST FRWY (US 59) TO CORPORATE DR IN STAFFORD WEST ON
 AA9858'CORPORATE DR TO STILES LN (DAIRY-ASHFORD) SOUTH ON STILES LN TO FORT
 AA9858'BEND COUNTY BUILDING PRECINCT 4 EAST ON DR TO MAINTANCE AREA MARK IS
 AA9858'SOUTH OF DRIVE APPROXIMATELY 100 FT (30.5 M) MARK IS A 2IN PIPE ABOUT
 AA9858'9 FT (2.7 M) TALL AND PROTECTED BY 4 POSTS AROUND THE PIPE MARK IS THE
 AA9858'PHASE CENTER OF THE ANTENNA MOUNTED TO THE PIPE NOTE  THIS STATION IS
 AA9858'NOT CONTINUOUSLY OPERATING.  CALL MR MICHEL AT HARRIS GALVESTION
 AA9858'COASTAL SUBSIDENCE DISTRICT FOR INFORMATION. PHONE (713) 486-1105.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6413 ***********************************************************************
 AJ6413  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6413  DESIGNATION -  PAM 5 ARP
 AJ6413  PID         -  AJ6413
 AJ6413  STATE/COUNTY-  TX/HARRIS
 AJ6413  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AJ6413
 AJ6413                         *CURRENT SURVEY CONTROL
 AJ6413  ___________________________________________________________________
 AJ6413* NAD 83(1993)-  29 47 28.32970(N)    095 35 09.24451(W)     ADJUSTED  
 AJ6413* NAVD 88     -        29.97   (meters)      98.3    (feet)  GPS OBS   
 AJ6413  ___________________________________________________________________
 AJ6413  X           -    -539,232.574 (meters)                     COMP
 AJ6413  Y           -  -5,513,488.622 (meters)                     COMP
 AJ6413  Z           -   3,150,309.536 (meters)                     COMP
 AJ6413  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AJ6413  ELLIP HEIGHT-           2.58  (meters)          (12/03/01) GPS OBS
 AJ6413  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AJ6413
 AJ6413  HORZ ORDER  -  B
 AJ6413  ELLP ORDER  -  FOURTH    CLASS II
 AJ6413
 AJ6413.The horizontal coordinates were established by GPS observations
 AJ6413.and adjusted by the National Geodetic Survey in December 2001..
 AJ6413
 AJ6413.The orthometric height was determined by GPS observations and a
 AJ6413.high-resolution geoid model using precise GPS observation and
 AJ6413.processing techniques.
 AJ6413
 AJ6413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6413
 AJ6413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6413
 AJ6413.The ellipsoidal height was determined by GPS observations
 AJ6413.and is referenced to NAD 83.
 AJ6413
 AJ6413.The geoid height was determined by GEOID03.
 AJ6413
 AJ6413;                    North         East     Units Scale Factor Converg.
 AJ6413;SPC TXSC     - 4,221,803.145   930,019.504   MT  0.99989485   +1 40 21.4
 AJ6413;SPC TXSC     -13,851,032.48  3,051,238.99   sFT  0.99989485   +1 40 21.4
 AJ6413;UTM  15      - 3,298,453.090   250,032.085   MT  1.00037101   -1 17 07.6
 AJ6413
 AJ6413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6413!SPC TXSC     -   0.99999959  x   0.99989485  =   0.99989444
 AJ6413!UTM  15      -   0.99999959  x   1.00037101  =   1.00037060
 AJ6413
 AJ6413|---------------------------------------------------------------------|
 AJ6413| PID    Reference Object                     Distance      Geod. Az  |
 AJ6413|                                                           dddmmss.s |
 AJ6413| AJ6409 HGCSD 26 RESET                       61.875 METERS 24033     |
 AJ6413| AJ6426 ADDICKS 1795 CORS ARP                55.060 METERS 24119     |
 AJ6413|---------------------------------------------------------------------|
 AJ6413
 AJ6413                          SUPERSEDED SURVEY CONTROL
 AJ6413
 AJ6413.No superseded survey control is available for this station.
 AJ6413
 AJ6413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5003298453(NAD 83)
 AJ6413_MARKER: Z = SEE DESCRIPTION
 AJ6413_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6413_MARK LOGO: HGCSD 
 AJ6413_PROJECTION: FLUSH
 AJ6413_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6413+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6413_ROD/PIPE-DEPTH: 6.1  meters
 AJ6413_SLEEVE-DEPTH  : 3 meters
 AJ6413
 AJ6413  HISTORY     - Date     Condition        Report By
 AJ6413  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6413
 AJ6413                          STATION DESCRIPTION
 AJ6413
 AJ6413'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6413'THE STATION IS LOCATED ABOUT 14 MILES (22.5 KM) EAST OF KATY, 6.5
 AJ6413'MILES (10.5 KM) SOUTH SOUTHWEST OF JERSEY VILLAGE, 14.3 MILES (23.0
 AJ6413'KM) WEST NORTHWEST OF HOUSTON.  OWNERSHIP--CITY OF HOUSTON ADDICKS
 AJ6413'TREATMENT PLANT.  --RESTRICTED ACSESS--
 AJ6413'TO REACH THE STATION FROM THE JUNCTION OF KIRKWOOD AND OLD KATY
 AJ6413'HIGHWAY, HEAD EASTERLY ON OLD KATY HIGHWAY FOR .25 MILE (0.40 KM) TO A
 AJ6413'LOCKED GATE ON YOUR LEFT.  ARRANGE ACCESS IN ADVANCE, CALL THE HOUSTON
 AJ6413'WATER PRODUCTION CONTROL CENTER AT 713-226-4496.  GO NORT THRU GATE TO
 AJ6413'PLANT.  STATION IS ON THE NORTH SIDE OF THE GROUNG STORAGE TANKS ALONG
 AJ6413'THE CHAIN LINK FENCE AND TO THE EAST OF A SMALL WOODEN BUILDING
 AJ6413'HOUSING AN EXTENSOMETER AND CORS STATION.  THE STATION IS A 2 INCH
 AJ6413'DIA.  PIPE.  ELEVATION IS TO THE PHASE CENTER OF THE GPS ANTENNA WITH
 AJ6413'SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT PROJECTES OUT OF THE
 AJ6413'GROUND BY 8 FEET. (2.4 M) THE MARK IS 9.5 FEET (2.9 M) SOUTH OF A
 AJ6413'CHAINLINK FENCE, 54.8 FEET (16.7 M) WEST OF THE CENTER OF A MANHOLE
 AJ6413'COVER, 178 FEET (54.3 M) EAST OF A SMALL BUILDING HOUSING ADDICKS
 AJ6413'CORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6414 ***********************************************************************
 AJ6414  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6414  DESIGNATION -  PAM 6 ARP
 AJ6414  PID         -  AJ6414
 AJ6414  STATE/COUNTY-  TX/HARRIS
 AJ6414  USGS QUAD   -  ADDICKS (1995)
 AJ6414
 AJ6414                         *CURRENT SURVEY CONTROL
 AJ6414  ___________________________________________________________________
 AJ6414* NAD 83(1993)-  29 48 58.91787(N)    095 40 39.99963(W)     ADJUSTED  
 AJ6414* NAVD 88     -        35.66   (meters)     117.0    (feet)  GPS OBS   
 AJ6414  ___________________________________________________________________
 AJ6414  X           -    -547,936.335 (meters)                     COMP
 AJ6414  Y           -  -5,511,242.149 (meters)                     COMP
 AJ6414  Z           -   3,152,732.752 (meters)                     COMP
 AJ6414  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AJ6414  ELLIP HEIGHT-           8.24  (meters)          (12/03/01) GPS OBS
 AJ6414  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AJ6414
 AJ6414  HORZ ORDER  -  B
 AJ6414  ELLP ORDER  -  FOURTH    CLASS II
 AJ6414
 AJ6414.The horizontal coordinates were established by GPS observations
 AJ6414.and adjusted by the National Geodetic Survey in December 2001..
 AJ6414
 AJ6414.The orthometric height was determined by GPS observations and a
 AJ6414.high-resolution geoid model using precise GPS observation and
 AJ6414.processing techniques.
 AJ6414
 AJ6414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6414
 AJ6414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6414
 AJ6414.The ellipsoidal height was determined by GPS observations
 AJ6414.and is referenced to NAD 83.
 AJ6414
 AJ6414.The geoid height was determined by GEOID03.
 AJ6414
 AJ6414;                    North         East     Units Scale Factor Converg.
 AJ6414;SPC TXSC     - 4,224,335.296   921,061.591   MT  0.99989843   +1 37 39.4
 AJ6414;SPC TXSC     -13,859,340.05  3,021,849.57   sFT  0.99989843   +1 37 39.4
 AJ6414;UTM  15      - 3,301,445.772   241,212.399   MT  1.00042638   -1 19 55.9
 AJ6414
 AJ6414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6414!SPC TXSC     -   0.99999871  x   0.99989843  =   0.99989714
 AJ6414!UTM  15      -   0.99999871  x   1.00042638  =   1.00042509
 AJ6414
 AJ6414                          SUPERSEDED SURVEY CONTROL
 AJ6414
 AJ6414.No superseded survey control is available for this station.
 AJ6414
 AJ6414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4121201446(NAD 83)
 AJ6414_MARKER: Z = SEE DESCRIPTION
 AJ6414_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6414_MARK LOGO: HGCSD 
 AJ6414_PROJECTION: FLUSH
 AJ6414_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6414+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AJ6414_ROD/PIPE-DEPTH: 6.1  meters
 AJ6414_SLEEVE-DEPTH  : 3 meters
 AJ6414
 AJ6414  HISTORY     - Date     Condition        Report By
 AJ6414  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6414  HISTORY     - 20040714 GOOD             USPSQD
 AJ6414
 AJ6414                          STATION DESCRIPTION
 AJ6414
 AJ6414'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6414'THE STATION IS LOCATED ABOUT 20.2 MILES (32.5 KM) WEST NORTHWEST OF
 AJ6414'HOUSTON, 8.5 MILES (13.7 KM) EAST NORTHEAST OF KATY, 8.3 MILES (13.4
 AJ6414'KM) SOUTH WEST OF JERSEY VILLAGE.  ---OWNERSHIP WEST HOUSTON
 AJ6414'AIRPORT.---RESTRICTED ACSESS--
 AJ6414'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND BARKER
 AJ6414'CYPRESS RD, THENCE NORTH ON BARKER CYPRESS RD 1.9 MILES (3.1 KM) TO
 AJ6414'INTERSECTION WITH GROESCHKE RD, THENCE EAST .7 MILES (1.1 KM) TO
 AJ6414'AIRPORT ON LEFT, TAKE MAIN ENTRANCE TO ELETRIC GATE AND MARK ON LEFT.
 AJ6414'THE STATION IS A 2 INCH DIA.  PIPE.  ELEVATION IS TO THE PHASE CENTER
 AJ6414'OF THE GPS ANTENNA WITH SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT
 AJ6414'PROJECTES OUT OF THE GROUND BY 8 FEET (2.4 M) . MARK IS 8 FEET (2.4 M)
 AJ6414'NORTH OF CHAINLINK FENCE, 40 FEET (12.2 M) EAST OF CHAIN LINK FENCE.
 AJ6414
 AJ6414                          STATION RECOVERY (2004)
 AJ6414
 AJ6414'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AJ6414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6415 ***********************************************************************
 AJ6415  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6415  DESIGNATION -  PAM 7 ARP
 AJ6415  PID         -  AJ6415
 AJ6415  STATE/COUNTY-  TX/HARRIS
 AJ6415  USGS QUAD   -  SATSUMA (1982)
 AJ6415
 AJ6415                         *CURRENT SURVEY CONTROL
 AJ6415  ___________________________________________________________________
 AJ6415* NAD 83(1993)-  29 56 10.64628(N)    095 34 35.91486(W)     ADJUSTED  
 AJ6415* NAVD 88     -        40.27   (meters)     132.1    (feet)  GPS OBS   
 AJ6415  ___________________________________________________________________
 AJ6415  X           -    -537,564.292 (meters)                     COMP
 AJ6415  Y           -  -5,505,614.052 (meters)                     COMP
 AJ6415  Z           -   3,164,262.036 (meters)                     COMP
 AJ6415  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AJ6415  ELLIP HEIGHT-          12.82  (meters)          (12/03/01) GPS OBS
 AJ6415  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AJ6415
 AJ6415  HORZ ORDER  -  B
 AJ6415  ELLP ORDER  -  FOURTH    CLASS II
 AJ6415
 AJ6415.The horizontal coordinates were established by GPS observations
 AJ6415.and adjusted by the National Geodetic Survey in December 2001..
 AJ6415
 AJ6415.The orthometric height was determined by GPS observations and a
 AJ6415.high-resolution geoid model using precise GPS observation and
 AJ6415.processing techniques.
 AJ6415
 AJ6415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6415
 AJ6415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6415
 AJ6415.The ellipsoidal height was determined by GPS observations
 AJ6415.and is referenced to NAD 83.
 AJ6415
 AJ6415.The geoid height was determined by GEOID03.
 AJ6415
 AJ6415;                    North         East     Units Scale Factor Converg.
 AJ6415;SPC TXSC     - 4,237,903.925   930,443.519   MT  0.99991817   +1 40 37.7
 AJ6415;SPC TXSC     -13,903,856.46  3,052,630.11   sFT  0.99991817   +1 40 37.7
 AJ6415;UTM  15      - 3,314,517.879   251,287.777   MT  1.00036326   -1 17 11.4
 AJ6415
 AJ6415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6415!SPC TXSC     -   0.99999799  x   0.99991817  =   0.99991616
 AJ6415!UTM  15      -   0.99999799  x   1.00036326  =   1.00036125
 AJ6415
 AJ6415                          SUPERSEDED SURVEY CONTROL
 AJ6415
 AJ6415.No superseded survey control is available for this station.
 AJ6415
 AJ6415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5128814518(NAD 83)
 AJ6415_MARKER: Z = SEE DESCRIPTION
 AJ6415_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6415_MARK LOGO: HGCSD 
 AJ6415_PROJECTION: FLUSH
 AJ6415_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6415+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6415_ROD/PIPE-DEPTH: 6.1  meters
 AJ6415_SLEEVE-DEPTH  : 3 meters
 AJ6415
 AJ6415  HISTORY     - Date     Condition        Report By
 AJ6415  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6415  HISTORY     - 20040715 GOOD             USPSQD
 AJ6415
 AJ6415                          STATION DESCRIPTION
 AJ6415
 AJ6415'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6415'THE STATION IS LOCATED ABOUT 17.2 MILES (27.7 KM) SOUTH EAST OF
 AJ6415'HOCKLEY, 11.1 MILES (17.9 KM) SOUTH OF TOMBALL, 3.6 MILES (5.8 KM)
 AJ6415'NORTH NORTHWEST OF JERSEY VILLAGE.  ---OWNERSHIP TEJAS GAS
 AJ6415'--RESTRICTED ACSESS--
 AJ6415'TO REACH THE STATION FROM THE INTERSECTION OF FM 1960 AND WINDFERN,
 AJ6415'THENCE EAST ON WINDFERN FOR .4 MILE (0.6 KM) TO TEJAS GAS PIPELINE AND
 AJ6415'MARK ON LEFT.  THRU GATE TO NORTHEAST CORNER OF COMPOUND.  THE STATION
 AJ6415'IS A 2 INCH DIA.  PIPE.  ELEVATION IS TO THE PHASE CENTER OF THE GPS
 AJ6415'ANTENNA WITH SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT PROJECTES
 AJ6415'OUT OF THE GROUND BY 8 FEET (2.4 M) .  THE MARK IS ABOUT 30 FEET (9.1
 AJ6415'M) SOUTH OF CHAIN LINK FENCE AND 20 FEET (6.1 M) WEST OF A CHAINLINK
 AJ6415'FENCE.
 AJ6415
 AJ6415                          STATION RECOVERY (2004)
 AJ6415
 AJ6415'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AJ6415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6416 ***********************************************************************
 AJ6416  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6416  DESIGNATION -  PAM 8 ARP
 AJ6416  PID         -  AJ6416
 AJ6416  STATE/COUNTY-  TX/HARRIS
 AJ6416  USGS QUAD   -  ALDINE (1995)
 AJ6416
 AJ6416                         *CURRENT SURVEY CONTROL
 AJ6416  ___________________________________________________________________
 AJ6416* NAD 83(1993)-  29 58 46.81814(N)    095 28 34.54377(W)     ADJUSTED  
 AJ6416* NAVD 88     -        36.89   (meters)     121.0    (feet)  GPS OBS   
 AJ6416  ___________________________________________________________________
 AJ6416  X           -    -527,688.315 (meters)                     COMP
 AJ6416  Y           -  -5,504,154.073 (meters)                     COMP
 AJ6416  Z           -   3,168,426.723 (meters)                     COMP
 AJ6416  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AJ6416  ELLIP HEIGHT-           9.45  (meters)          (12/03/01) GPS OBS
 AJ6416  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AJ6416
 AJ6416  HORZ ORDER  -  B
 AJ6416  ELLP ORDER  -  FOURTH    CLASS II
 AJ6416
 AJ6416.The horizontal coordinates were established by GPS observations
 AJ6416.and adjusted by the National Geodetic Survey in December 2001..
 AJ6416
 AJ6416.The orthometric height was determined by GPS observations and a
 AJ6416.high-resolution geoid model using precise GPS observation and
 AJ6416.processing techniques.
 AJ6416
 AJ6416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6416
 AJ6416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6416
 AJ6416.The ellipsoidal height was determined by GPS observations
 AJ6416.and is referenced to NAD 83.
 AJ6416
 AJ6416.The geoid height was determined by GEOID03.
 AJ6416
 AJ6416;                    North         East     Units Scale Factor Converg.
 AJ6416;SPC TXSC     - 4,242,998.017   939,985.149   MT  0.99992638   +1 43 34.8
 AJ6416;SPC TXSC     -13,920,569.33  3,083,934.61   sFT  0.99992638   +1 43 34.8
 AJ6416;UTM  15      - 3,319,113.668   261,084.077   MT  1.00030430   -1 14 16.6
 AJ6416
 AJ6416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6416!SPC TXSC     -   0.99999852  x   0.99992638  =   0.99992490
 AJ6416!UTM  15      -   0.99999852  x   1.00030430  =   1.00030282
 AJ6416
 AJ6416                          SUPERSEDED SURVEY CONTROL
 AJ6416
 AJ6416.No superseded survey control is available for this station.
 AJ6416
 AJ6416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6108419114(NAD 83)
 AJ6416_MARKER: Z = SEE DESCRIPTION
 AJ6416_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6416_MARK LOGO: HGCSD 
 AJ6416_PROJECTION: FLUSH
 AJ6416_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6416+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6416_ROD/PIPE-DEPTH: 6.1  meters
 AJ6416_SLEEVE-DEPTH  : 3 meters
 AJ6416
 AJ6416  HISTORY     - Date     Condition        Report By
 AJ6416  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6416
 AJ6416                          STATION DESCRIPTION
 AJ6416
 AJ6416'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6416'THE STATION IS LOCATED ABOUT 10.1 MILESSOUTH WEST OF SPRING, 11.3
 AJ6416'MILES (18.2 KM) SOUTH EAST OF TOMBALL, 8.4 MILES (13.5 KM) NORTH EAST
 AJ6416'JERSEY VILLAGE.  ---OWNERSHIP ---ENRON PIPELINE --RESTRICTED ACSESS--
 AJ6416'TO REACH THE STATION FROM THE INTERSECTION OF FM 1960 AND WALTERS RD,
 AJ6416'BEAR SOUTH ON WALTERS RD ABOUT 1.2 MILES (1.9 KM) TO A CATTLE GATE ON
 AJ6416'THE RIGHT.  THE STATION IS A 2 INCH DIA.  PIPE.  ELEVATION IS TO THE
 AJ6416'PHASE CENTER OF THE GPS ANTENNA WITH SPECIAL ADAPTER TO SIT ONTOP OF
 AJ6416'THE MARK THAT PROJECTES OUT OF THE GROUND BY 8 FEET (2.4 M) .  ABOUT
 AJ6416'50 FEET (15.2 M) WEST OF CHAIN LINK FENCE ALONG SIDE OF WALTERS RD,
 AJ6416'ABOUT 75 FEET (22.9 M) NORTH WEST OF A CATTLE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6402 ***********************************************************************
 AJ6402  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6402  DESIGNATION -  PAM 9 ARP
 AJ6402  PID         -  AJ6402
 AJ6402  STATE/COUNTY-  TX/HARRIS
 AJ6402  USGS QUAD   -  HUFFMAN (1980)
 AJ6402
 AJ6402                         *CURRENT SURVEY CONTROL
 AJ6402  ___________________________________________________________________
 AJ6402* NAD 83(1993)-  30 02 17.23076(N)    095 04 17.24285(W)     ADJUSTED  
 AJ6402* NAVD 88     -        23.87   (meters)      78.3    (feet)  GPS OBS   
 AJ6402  ___________________________________________________________________
 AJ6402  X           -    -488,500.112 (meters)                     COMP
 AJ6402  Y           -  -5,504,505.977 (meters)                     COMP
 AJ6402  Z           -   3,174,030.817 (meters)                     COMP
 AJ6402  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AJ6402  ELLIP HEIGHT-          -3.50  (meters)          (12/03/01) GPS OBS
 AJ6402  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AJ6402
 AJ6402  HORZ ORDER  -  B
 AJ6402  ELLP ORDER  -  FOURTH    CLASS II
 AJ6402
 AJ6402.The horizontal coordinates were established by GPS observations
 AJ6402.and adjusted by the National Geodetic Survey in December 2001..
 AJ6402
 AJ6402.The orthometric height was determined by GPS observations and a
 AJ6402.high-resolution geoid model using precise GPS observation and
 AJ6402.processing techniques.
 AJ6402
 AJ6402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6402
 AJ6402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6402
 AJ6402.The ellipsoidal height was determined by GPS observations
 AJ6402.and is referenced to NAD 83.
 AJ6402
 AJ6402.The geoid height was determined by GEOID03.
 AJ6402
 AJ6402;                    North         East     Units Scale Factor Converg.
 AJ6402;SPC TXSC     - 4,250,717.403   978,811.007   MT  0.99993836   +1 55 28.7
 AJ6402;SPC TXSC     -13,945,895.35  3,211,315.78   sFT  0.99993836   +1 55 28.7
 AJ6402;UTM  15      - 3,324,817.179   300,267.363   MT  1.00009221   -1 02 14.2
 AJ6402
 AJ6402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6402!SPC TXSC     -   1.00000055  x   0.99993836  =   0.99993891
 AJ6402!UTM  15      -   1.00000055  x   1.00009221  =   1.00009276
 AJ6402
 AJ6402                          SUPERSEDED SURVEY CONTROL
 AJ6402
 AJ6402.No superseded survey control is available for this station.
 AJ6402
 AJ6402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0026724817(NAD 83)
 AJ6402_MARKER: Z = SEE DESCRIPTION
 AJ6402_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AJ6402_MARK LOGO: HGCSD 
 AJ6402_PROJECTION: FLUSH
 AJ6402_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ6402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6402+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6402_ROD/PIPE-DEPTH: 6.1  meters
 AJ6402_SLEEVE-DEPTH  : 3 meters
 AJ6402
 AJ6402  HISTORY     - Date     Condition        Report By
 AJ6402  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6402
 AJ6402                          STATION DESCRIPTION
 AJ6402
 AJ6402'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6402'THE STATION IS LOCATED ABOUT 21.1 MILES (34.0 KM) EAST-NORTHEAST OF
 AJ6402'HUMBLE, 10.3 MILES (16.6 KM) WEST OF DAYTON, 8.5 MILES (13.7 KM) NORTH
 AJ6402'OF CROSBY AND IN A CITY OF HOUSTON WELL YARD.  --RESTRICTED ACSESS--
 AJ6402'TO REACH THE STATION FROM THE INTERSECTION OF FM1960 AND FM2100 HEAD
 AJ6402'NORTH ON FM2100 1.1 MILES (1.8 KM) TO HUFFMAN EASTGATE RD.  HEAD EAST
 AJ6402'ON HUFFMAN EASGATE RD FOR 1.2 MILES (1.9 KM) TO A TRACK RD ON THE
 AJ6402'RIGHT.  HEAD SOUTH ON TRACK RD 0.05 MILES (0.08 KM) TO CHAIN LINK
 AJ6402'FENCE ON THE LEFT, STATION IS ON THE LEFT IN THE WELL YARD.  THE
 AJ6402'STATION IS A 2 INCH DIA.  PIPE.  ELEVATION IS TO THE PHASE CENTER OF
 AJ6402'THE GPS ANTENNA WITH SPECIAL ADAPTER TO SIT ONTOP OF THE MARK THAT
 AJ6402'PROJECTES OUT OF THE GROUND BY 8 FEET. (2.4 M) THE MARK IS 15.5 FEET
 AJ6402'(4.7 M) NORTHEAST OF WATERTANK 21.6 FEET (6.6 M) SOUTH-SOUTHEASTOF THE
 AJ6402'NORTH FENCE 34 FEET (10.4 M) WEST-NORTWEST OF THE EAST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0642 ***********************************************************************
 FL0642  DESIGNATION -  PAMPA
 FL0642  PID         -  FL0642
 FL0642  STATE/COUNTY-  TX/GRAY
 FL0642  USGS QUAD   -  PAMPA (1963)
 FL0642
 FL0642                         *CURRENT SURVEY CONTROL
 FL0642  ___________________________________________________________________
 FL0642* NAD 83(1986)-  35 32 09.     (N)    100 57 37.     (W)     SCALED    
 FL0642* NAVD 88     -       986.913  (meters)    3237.90   (feet)  ADJUSTED  
 FL0642  ___________________________________________________________________
 FL0642  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0642  DYNAMIC HT  -         985.816 (meters)    3234.30  (feet)  COMP
 FL0642  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 FL0642
 FL0642  VERT ORDER  -  SECOND    CLASS 0
 FL0642
 FL0642.The horizontal coordinates were scaled from a topographic map and have
 FL0642.an estimated accuracy of +/- 6 seconds.
 FL0642
 FL0642.The orthometric height was determined by differential leveling
 FL0642.and adjusted by the National Geodetic Survey in June 1991..
 FL0642.WARNING-Repeat measurements at this control monument indicate possible
 FL0642.vertical movement.
 FL0642
 FL0642.The geoid height was determined by GEOID03.
 FL0642
 FL0642.The dynamic height is computed by dividing the NAVD 88
 FL0642.geopotential number by the normal gravity value computed on the
 FL0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0642.degrees latitude (g = 980.6199 gals.).
 FL0642
 FL0642.The modeled gravity was interpolated from observed gravity values.
 FL0642
 FL0642;                    North         East    Units  Estimated Accuracy
 FL0642;SPC TX N     - 1,170,510.      248,940.      MT  (+/- 180 meters Scaled)
 FL0642
 FL0642                          SUPERSEDED SURVEY CONTROL
 FL0642
 FL0642  NGVD 29 (??/??/92)  986.487  (m)         3236.50   (f) ADJ UNCH    2 0
 FL0642
 FL0642.Superseded values are not recommended for survey control.
 FL0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0642.See file dsdata.txt to determine how the superseded data were derived.
 FL0642
 FL0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE222342(NAD 83)
 FL0642_MARKER: DB = BENCH MARK DISK
 FL0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0642_SP_SET: CURB
 FL0642_STAMPING: PAMPA 1934
 FL0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0642
 FL0642  HISTORY     - Date     Condition        Report By
 FL0642  HISTORY     - 1934     MONUMENTED       CGS
 FL0642  HISTORY     - 1943     GOOD             NGS
 FL0642
 FL0642                          STATION DESCRIPTION
 FL0642
 FL0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0642'IN PAMPA.
 FL0642'SET IN CURB.  8 FT. IN FRONT (N) OF FLAG POLE AT N MAIN ENTRANCE TO
 FL0642'NEW FEDERAL (P.O.) BUILDING.
 FL0642
 FL0642                          STATION RECOVERY (1943)
 FL0642
 FL0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2067 ***********************************************************************
 FL2067  DESIGNATION -  PAMPA
 FL2067  PID         -  FL2067
 FL2067  STATE/COUNTY-  TX/GRAY
 FL2067  USGS QUAD   -  PAMPA (1963)
 FL2067
 FL2067                         *CURRENT SURVEY CONTROL
 FL2067  ___________________________________________________________________
 FL2067* NAD 83(1993)-  35 30 14.94705(N)    100 57 07.46964(W)     ADJUSTED  
 FL2067* NAVD 88     -       986.91   (+/-2cm)    3237.9    (feet)  VERTCON   
 FL2067  ___________________________________________________________________
 FL2067  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FL2067  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL2067
 FL2067  HORZ ORDER  -  SECOND
 FL2067  VERT ORDER  -  THIRD ? (See Below)
 FL2067
 FL2067.The horizontal coordinates were established by classical geodetic methods
 FL2067.and adjusted by the National Geodetic Survey in February 1996..
 FL2067
 FL2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL2067.The vertical order pertains to the NGVD 29 superseded value.
 FL2067
 FL2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2067
 FL2067.The geoid height was determined by GEOID03.
 FL2067
 FL2067;                    North         East     Units Scale Factor Converg.
 FL2067;SPC TX N     - 1,167,003.483   249,705.724   MT  0.99991200   +0 19 03.2
 FL2067;SPC TX N     - 3,828,743.93    819,242.86   sFT  0.99991200   +0 19 03.2
 FL2067;UTM  14      - 3,930,705.860   322,958.144   MT  0.99998627   -1 08 02.3
 FL2067
 FL2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2067!SPC TX N     -   0.99984924  x   0.99991200  =   0.99976125
 FL2067!UTM  14      -   0.99984924  x   0.99998627  =   0.99983551
 FL2067
 FL2067|---------------------------------------------------------------------|
 FL2067| PID    Reference Object                     Distance      Geod. Az  |
 FL2067|                                                           dddmmss.s |
 FL2067| CK9586 PAMPA RM 1                           26.207 METERS 09359     |
 FL2067| FL2047 PAMPA 1951 AZ MK                    481.802 METERS 1764629.7 |
 FL2067| FL2039 PAMPA 2                              31.067 METERS 17955     |
 FL2067| CK9587 PAMPA RM 2                           24.802 METERS 18155     |
 FL2067|---------------------------------------------------------------------|
 FL2067
 FL2067                          SUPERSEDED SURVEY CONTROL
 FL2067
 FL2067  NAD 83(1993)-  35 30 14.94846(N)    100 57 07.46838(W) AD(       ) 2
 FL2067  NAD 83(1986)-  35 30 14.95273(N)    100 57 07.45924(W) AD(       ) 2
 FL2067  NAD 27      -  35 30 14.79200(N)    100 57 05.92400(W) AD(       ) 2
 FL2067  NGVD 29 (07/19/86)  986.49   (m)         3236.5    (f) LEVELING    3  
 FL2067
 FL2067.Superseded values are not recommended for survey control.
 FL2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2067.See file dsdata.txt to determine how the superseded data were derived.
 FL2067
 FL2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2295830706(NAD 83)
 FL2067_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FL2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL2067
 FL2067  HISTORY     - Date     Condition        Report By
 FL2067  HISTORY     - 1951     MONUMENTED       CGS
 FL2067  HISTORY     - 1956     GOOD             CGS
 FL2067  HISTORY     - 1961     SEE DESCRIPTION  CGS
 FL2067
 FL2067                          STATION DESCRIPTION
 FL2067
 FL2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2067'THE STATION IS ABOUT 1.8 MILES SOUTH OF PAMPA, AND 0.05 MILE
 FL2067'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 273 AND FARM ROAD
 FL2067'749.  IT IS ON THE WEST RIGHT-OF-WAY OF A RAILROAD.  104
 FL2067'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 273.  43 FEET
 FL2067'WEST OF THE WEST RAIL OF THE RAILROAD.  43 FEET SOUTH OF A
 FL2067'FENCE CORNER.  4 FEET EAST OF A FENCE LINE.  AND 3 FEET
 FL2067'SOUTHEAST OF A WHITE WITNESS POST.  THE STATION MARK IS STAMPED
 FL2067'PAMPA 1951, AND PROJECTS 3 INCHES.
 FL2067'
 FL2067'REFERENCE MARK NO. 1 IS STAMPED PAMPA 1951 NO 1, AND PROJECTS
 FL2067'4 INCHES.  IT IS 38 FEET EAST OF THE EAST RAIL OF THE RAILROAD,
 FL2067'AND 31 FEET SOUTH OF A FENCE CORNER.
 FL2067'
 FL2067'REFERENCE MARK NO. 2 IS STAMPED PAMPA 1951 NO 2, AND PROJECTS
 FL2067'3 INCHES.  IT IS 43 FEET WEST OF THE WEST RAIL OF THE RAILROAD,
 FL2067'AND 2 FEET EAST OF A FENCE LINE.
 FL2067'
 FL2067'THE AZIMUTH MARK IS STAMPED PAMPA 1951, AND PROJECTS 4 INCHES.
 FL2067'IT IS ON THE EAST RIGHT-OF-WAY OF THE RAILROAD.  39 FEET
 FL2067'EAST OF THE EAST RAIL OF THE RAILROAD TRACK.  8 FEET WEST OF
 FL2067'A FENCE LINE.  2 FEET EAST OF A WHITE WITNESS POST.  AND 1 FOOT
 FL2067'EAST OF A TELEPHONE POLE.
 FL2067'
 FL2067'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 FL2067'273 IN PAMPA, GO SOUTH ON STATE HIGHWAY 273 FOR 1.85 MILES TO THE
 FL2067'JUNCTION OF STATE HIGHWAY 273 AND FARM ROAD 749.  CONTINUE
 FL2067'SOUTHEAST ON STATE HIGHWAY 273 FOR 0.05 MILE TO A RAILROAD
 FL2067'AND FENCE CORNER.  TURN RIGHT SOUTH GO 100 FEET TO STATION
 FL2067'SITE.
 FL2067
 FL2067                          STATION RECOVERY (1956)
 FL2067
 FL2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2067'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL2067'IN GOOD CONDITION AS DESCRIBED.  NO EFFORT MADE TO RECOVER
 FL2067'AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 FL2067'ARE CORRECT.
 FL2067
 FL2067                          STATION RECOVERY (1961)
 FL2067
 FL2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 FL2067'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  PAMPA
 FL2067'2 1961, WAS ESTABLISHED 101.93 FEET SOUTH OF THE STATION AND THE
 FL2067'STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE DESTROYED TO
 FL2067'CLEAR THE AREA FOR NEW HIGHWAY CONSTRUCTION.  THE AZIMUTH MARK WAS
 FL2067'ESTABLISHED FOR THE AZIMUTH MARK TO PAMPA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2039 ***********************************************************************
 FL2039  DESIGNATION -  PAMPA 2
 FL2039  PID         -  FL2039
 FL2039  STATE/COUNTY-  TX/GRAY
 FL2039  USGS QUAD   -  PAMPA (1963)
 FL2039
 FL2039                         *CURRENT SURVEY CONTROL
 FL2039  ___________________________________________________________________
 FL2039* NAD 83(1993)-  35 30 13.93902(N)    100 57 07.46798(W)     ADJUSTED  
 FL2039* NAVD 88     -       992.     (meters)    3255.     (feet)  SCALED    
 FL2039  ___________________________________________________________________
 FL2039  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FL2039  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL2039
 FL2039  HORZ ORDER  -  THIRD
 FL2039
 FL2039.The horizontal coordinates were established by classical geodetic methods
 FL2039.and adjusted by the National Geodetic Survey in February 1996..
 FL2039.No horizontal observational check was made to the station.
 FL2039
 FL2039.The orthometric height was scaled from a topographic map.
 FL2039
 FL2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2039
 FL2039.The geoid height was determined by GEOID03.
 FL2039
 FL2039;                    North         East     Units Scale Factor Converg.
 FL2039;SPC TX N     - 1,166,972.420   249,705.938   MT  0.99991200   +0 19 03.2
 FL2039;SPC TX N     - 3,828,642.01    819,243.56   sFT  0.99991200   +0 19 03.2
 FL2039;UTM  14      - 3,930,674.799   322,957.571   MT  0.99998627   -1 08 02.3
 FL2039
 FL2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2039!SPC TX N     -   0.99984838  x   0.99991200  =   0.99976039
 FL2039!UTM  14      -   0.99984838  x   0.99998627  =   0.99983465
 FL2039
 FL2039|---------------------------------------------------------------------|
 FL2039| PID    Reference Object                     Distance      Geod. Az  |
 FL2039|                                                           dddmmss.s |
 FL2039| CK9588 PAMPA 2 RM 1                         20.699 METERS 09028     |
 FL2039| FL2047 PAMPA 1951 AZ MK                    450.785 METERS 1763329.1 |
 FL2039| CK9589 PAMPA 2 RM 2                         26.399 METERS 17949     |
 FL2039| FL2067 PAMPA                                31.067 METERS 35955     |
 FL2039|---------------------------------------------------------------------|
 FL2039
 FL2039                          SUPERSEDED SURVEY CONTROL
 FL2039
 FL2039  NAD 83(1993)-  35 30 13.94043(N)    100 57 07.46671(W) AD(       ) 3
 FL2039  NAD 83(1986)-  35 30 13.94469(N)    100 57 07.45758(W) AD(       ) 3
 FL2039  NAD 27      -  35 30 13.78400(N)    100 57 05.92200(W) AD(       ) 3
 FL2039
 FL2039.Superseded values are not recommended for survey control.
 FL2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2039.See file dsdata.txt to determine how the superseded data were derived.
 FL2039
 FL2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2295830675(NAD 83)
 FL2039_MARKER: DS = TRIANGULATION STATION DISK
 FL2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2039
 FL2039  HISTORY     - Date     Condition        Report By
 FL2039  HISTORY     - 1961     MONUMENTED       CGS
 FL2039
 FL2039                          STATION DESCRIPTION
 FL2039
 FL2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WCR)
 FL2039'THIS STATION IS LOCATED ABOUT 2 MILES SOUTH OF PAMPA IN THE
 FL2039'SOUTH RIGHT-OF-WAY LINE OF THE BY-PASS EXPRESSWAY UNDER PLANNING
 FL2039'AND CONSTRUCTION IN 1961, AND IN THE WEST SIDE OF THE RAILROAD
 FL2039'RIGHT-OF-WAY, 43 FEET WEST OF THE WEST RAIL AND 4 FEET EAST OF
 FL2039'THE WEST RIGHT-OF-WAY FENCE LINE.  IT IS 2 FEET SOUTH OF A
 FL2039'WITNESS SIGN.  A STANDARD DISK STAMPED PAMPA 2 1961 IN A CONCRETE
 FL2039'MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
 FL2039'
 FL2039'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PAMPA 1951 IN A
 FL2039'CONCRETE POST PROJECTING ABOUT 4 INCHES, 1 FOOT EAST OF A TELEPHONE
 FL2039'POLE AND A WHITE 4 X 4 POST, 8 FEET WEST OF THE EAST RIGHT-OF-WAY
 FL2039'FENCE LINE OF THE RAILROAD AND 39 FEET EAST OF THE EAST RAIL
 FL2039'OF THE TRACKS.
 FL2039'
 FL2039'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PAMPA 2 1961 NO. 1
 FL2039'IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 39 FEET
 FL2039'EAST OF THE EAST RAIL, 8 FEET WEST OF THE WEST RIGHT-OF-WAY
 FL2039'FENCE LINE AND UNDER THE POLE LINE, 2 FEET SOUTH OF A 4 X 4
 FL2039'WITNESS POST.
 FL2039'
 FL2039'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PAMPA 2 1961
 FL2039'NO. 2 IN A CONCRETE MONUMENT PROJECTING 3 INCHES, 43 FEET
 FL2039'WEST OF THE WEST RAIL AND IS 3 FEET NORTH OF A 4 X 4 POST.
 FL2039'
 FL2039'TO REACH FROM THE INTERSECTION OF HIGHWAYS NOS. 60 AND 273 IN
 FL2039'PAMPA--GO SOUTH ON HIGHWAY NO. 273, 2 MILES TO THE JUNCTION
 FL2039'WITH THE EAST-WEST BY-PASS EXPRESSWAY.  (IN 1961 THIS WAS THE
 FL2039'TRIANGLE JUNCTION OF HIGHWAY 273 TO THE EAST AND NORTH AND A
 FL2039'BLACKTOP ROAD TO THE SOUTH.  THE STATION IS IN THE SOUTHEAST
 FL2039'SIDE OF THE JUNCTION AREA AS DESCRIBED.
 FL2039'
 FL2039'TO REACH THE AZIMUTH MARK FROM THE STATION A TRUCK CAN BE
 FL2039'DRIVEN ALONG THE EAST SIDE OF THE TRACKS, 0.3 MILE TO THE
 FL2039'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2043 ***********************************************************************
 FL2043  DESIGNATION -  PAMPA CITY HALL RADIO MAST
 FL2043  PID         -  FL2043
 FL2043  STATE/COUNTY-  TX/GRAY
 FL2043  USGS QUAD   -  PAMPA (1963)
 FL2043
 FL2043                         *CURRENT SURVEY CONTROL
 FL2043  ___________________________________________________________________
 FL2043* NAD 83(1993)-  35 32 08.37750(N)    100 57 47.29199(W)     ADJUSTED  
 FL2043* NAVD 88     -                                                        
 FL2043  ___________________________________________________________________
 FL2043  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FL2043  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL2043
 FL2043  HORZ ORDER  -  THIRD
 FL2043
 FL2043.The horizontal coordinates were established by classical geodetic methods
 FL2043.and adjusted by the National Geodetic Survey in February 1996..
 FL2043
 FL2043
 FL2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2043
 FL2043.The geoid height was determined by GEOID03.
 FL2043
 FL2043;                    North         East     Units Scale Factor Converg.
 FL2043;SPC TX N     - 1,170,493.488   248,683.270   MT  0.99991298   +0 18 40.1
 FL2043;SPC TX N     - 3,840,194.05    815,888.36   sFT  0.99991298   +0 18 40.1
 FL2043;UTM  14      - 3,934,220.919   322,024.381   MT  0.99999035   -1 08 28.7
 FL2043
 FL2043                          SUPERSEDED SURVEY CONTROL
 FL2043
 FL2043  NAD 83(1993)-  35 32 08.37875(N)    100 57 47.29064(W) AD(       ) 4
 FL2043  NAD 83(1986)-  35 32 08.38409(N)    100 57 47.28161(W) AD(       ) 4
 FL2043  NAD 27      -  35 32 08.22400(N)    100 57 45.74300(W) AD(       ) 3
 FL2043
 FL2043.Superseded values are not recommended for survey control.
 FL2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2043.See file dsdata.txt to determine how the superseded data were derived.
 FL2043
 FL2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2202434221(NAD 83)
 FL2043_MARKER: 42 = RADIO/TV MAST
 FL2043
 FL2043  HISTORY     - Date     Condition        Report By
 FL2043  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2043
 FL2043                          STATION DESCRIPTION
 FL2043
 FL2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2043'THE RED AND WHITE STEEL RADIO MAST ON THE PAMPA CITY HALL,
 FL2043'ON NORTH SIDE OF FOSTER STREET AND BETWEEN RUSSELL AND FROST
 FL2043'STREETS.  THE MAST IS ABOUT 100 FEET HIGH AND HAS A RED OBSTRUCTION
 FL2043'LIGHT ON TOP.  THE OBSTRUCTION LIGHT ON TOP WAS THE POINT
 FL2043'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2046 ***********************************************************************
 FL2046  DESIGNATION -  PAMPA CITY SERVICE TANK
 FL2046  PID         -  FL2046
 FL2046  STATE/COUNTY-  TX/GRAY
 FL2046  USGS QUAD   -  PAMPA (1963)
 FL2046
 FL2046                         *CURRENT SURVEY CONTROL
 FL2046  ___________________________________________________________________
 FL2046* NAD 83(1993)-  35 31 10.77087(N)    100 56 16.81289(W)     ADJUSTED  
 FL2046* NAVD 88     -                                                        
 FL2046  ___________________________________________________________________
 FL2046  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FL2046  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL2046
 FL2046  HORZ ORDER  -  THIRD
 FL2046
 FL2046.The horizontal coordinates were established by classical geodetic methods
 FL2046.and adjusted by the National Geodetic Survey in February 1996..
 FL2046
 FL2046
 FL2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2046
 FL2046.The geoid height was determined by GEOID03.
 FL2046
 FL2046;                    North         East     Units Scale Factor Converg.
 FL2046;SPC TX N     - 1,168,730.928   250,972.429   MT  0.99991245   +0 19 32.5
 FL2046;SPC TX N     - 3,834,411.39    823,398.71   sFT  0.99991245   +0 19 32.5
 FL2046;UTM  14      - 3,932,400.780   324,268.300   MT  0.99998057   -1 07 34.4
 FL2046
 FL2046                          SUPERSEDED SURVEY CONTROL
 FL2046
 FL2046  NAD 83(1993)-  35 31 10.77219(N)    100 56 16.81179(W) AD(       ) 4
 FL2046  NAD 83(1986)-  35 31 10.77751(N)    100 56 16.80216(W) AD(       ) 4
 FL2046  NAD 27      -  35 31 10.62000(N)    100 56 15.27000(W) AD(       ) 3
 FL2046
 FL2046.Superseded values are not recommended for survey control.
 FL2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2046.See file dsdata.txt to determine how the superseded data were derived.
 FL2046
 FL2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2426832401(NAD 83)
 FL2046_MARKER: 53 = ELEVATED TANK
 FL2046
 FL2046  HISTORY     - Date     Condition        Report By
 FL2046  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2046
 FL2046                          STATION DESCRIPTION
 FL2046
 FL2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2046'A LARGE SILVER-COLORED ELEVATED TANK AT THE CITY SERVICE
 FL2046'GAS PUMPING PLANT LOCATED 1.0 MILE SOUTH OF U.S. HIGHWAY 60
 FL2046'AND 0.4 MILE EAST OF PAMPA CITY LIMITS.  IT IS APPROXIMATELY
 FL2046'60 FEET HIGH.  THE BALL ON TOP WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2037 ***********************************************************************
 FL2037  DESIGNATION -  PAMPA CITY WATER TANK 3
 FL2037  PID         -  FL2037
 FL2037  STATE/COUNTY-  TX/GRAY
 FL2037  USGS QUAD   -  PAMPA (1963)
 FL2037
 FL2037                         *CURRENT SURVEY CONTROL
 FL2037  ___________________________________________________________________
 FL2037* NAD 83(1993)-  35 32 17.36782(N)    100 58 14.49472(W)     ADJUSTED  
 FL2037* NAVD 88     -                                                        
 FL2037  ___________________________________________________________________
 FL2037  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 FL2037  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL2037
 FL2037  HORZ ORDER  -  THIRD
 FL2037
 FL2037.The horizontal coordinates were established by classical geodetic methods
 FL2037.and adjusted by the National Geodetic Survey in February 1996..
 FL2037
 FL2037
 FL2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2037
 FL2037.The geoid height was determined by GEOID03.
 FL2037
 FL2037;                    North         East     Units Scale Factor Converg.
 FL2037;SPC TX N     - 1,170,766.843   247,996.580   MT  0.99991307   +0 18 24.3
 FL2037;SPC TX N     - 3,841,090.88    813,635.45   sFT  0.99991307   +0 18 24.3
 FL2037;UTM  14      - 3,934,511.615   321,344.787   MT  0.99999334   -1 08 44.7
 FL2037
 FL2037                          SUPERSEDED SURVEY CONTROL
 FL2037
 FL2037  NAD 83(1993)-  35 32 17.36916(N)    100 58 14.49343(W) AD(       ) 4
 FL2037  NAD 83(1986)-  35 32 17.37439(N)    100 58 14.48412(W) AD(       ) 4
 FL2037  NAD 27      -  35 32 17.21400(N)    100 58 12.94400(W) AD(       ) 3
 FL2037
 FL2037.Superseded values are not recommended for survey control.
 FL2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2037.See file dsdata.txt to determine how the superseded data were derived.
 FL2037
 FL2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2134534512(NAD 83)
 FL2037_MARKER: 53 = ELEVATED TANK
 FL2037
 FL2037  HISTORY     - Date     Condition        Report By
 FL2037  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2037
 FL2037                          STATION DESCRIPTION
 FL2037
 FL2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2037'A LARGE ELEVATED WATER TANK LOCATED IN THE NORTHWEST PART
 FL2037'OF PAMPA AT THE INTERSECTION OF WARD AND MONTAGUE STREETS.
 FL2037'IT IS THE LARGEST OF THE THREE CITY WATER TANKS, IS PAINTED
 FL2037'SILVER, IS SUPPORTED BY SIX BLACK LEGS, AND IS APPROXIMATELY
 FL2037'125 FEET HIGH.  THE BALL ON TOP WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2041 ***********************************************************************
 FL2041  DESIGNATION -  PAMPA CITY WATER TANK 2
 FL2041  PID         -  FL2041
 FL2041  STATE/COUNTY-  TX/GRAY
 FL2041  USGS QUAD   -  PAMPA (1963)
 FL2041
 FL2041                         *CURRENT SURVEY CONTROL
 FL2041  ___________________________________________________________________
 FL2041* NAD 83(1993)-  35 32 35.27432(N)    100 57 23.81845(W)     ADJUSTED  
 FL2041* NAVD 88     -                                                        
 FL2041  ___________________________________________________________________
 FL2041  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FL2041  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL2041
 FL2041  HORZ ORDER  -  THIRD
 FL2041
 FL2041.The horizontal coordinates were established by classical geodetic methods
 FL2041.and adjusted by the National Geodetic Survey in February 1996..
 FL2041
 FL2041
 FL2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2041
 FL2041.The geoid height was determined by GEOID03.
 FL2041
 FL2041;                    North         East     Units Scale Factor Converg.
 FL2041;SPC TX N     - 1,171,325.582   249,269.987   MT  0.99991325   +0 18 53.7
 FL2041;SPC TX N     - 3,842,924.01    817,813.28   sFT  0.99991325   +0 18 53.7
 FL2041;UTM  14      - 3,935,037.935   322,632.048   MT  0.99998769   -1 08 15.8
 FL2041
 FL2041                          SUPERSEDED SURVEY CONTROL
 FL2041
 FL2041  NAD 83(1993)-  35 32 35.27562(N)    100 57 23.81723(W) AD(       ) 4
 FL2041  NAD 83(1986)-  35 32 35.28082(N)    100 57 23.80790(W) AD(       ) 4
 FL2041  NAD 27      -  35 32 35.12000(N)    100 57 22.26900(W) AD(       ) 3
 FL2041
 FL2041.Superseded values are not recommended for survey control.
 FL2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2041.See file dsdata.txt to determine how the superseded data were derived.
 FL2041
 FL2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2263235038(NAD 83)
 FL2041_MARKER: 53 = ELEVATED TANK
 FL2041
 FL2041  HISTORY     - Date     Condition        Report By
 FL2041  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2041
 FL2041                          STATION DESCRIPTION
 FL2041
 FL2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2041'AN ELEVATED WATER TANK LOCATED IN THE NORTHEAST PART OF PAMPA
 FL2041'ON WARREN STREET AND ABOUT ONE BLOCK NORTH OF BROWNING STREET,
 FL2041'AND ABOUT TWO BLOCKS WEST OF THE CITY AIRPORT.  IT IS THE
 FL2041'SECOND IN SIZE OF THE THREE CITY WATER TANKS, IS PAINTED
 FL2041'SILVER, IS SUPPORTED BY SIX SILVER-COLORED LEGS, HAS A RED
 FL2041'OBSTRUCTION LIGHT ON TOP, AND IS APPROXIMATELY 90 FEET HIGH.
 FL2041'THE OBSTRUCTION LIGHT ON TOP WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2045 ***********************************************************************
 FL2045  DESIGNATION -  PAMPA CITY WATER TANK 1
 FL2045  PID         -  FL2045
 FL2045  STATE/COUNTY-  TX/GRAY
 FL2045  USGS QUAD   -  PAMPA (1963)
 FL2045
 FL2045                         *CURRENT SURVEY CONTROL
 FL2045  ___________________________________________________________________
 FL2045* NAD 83(1993)-  35 32 05.15156(N)    100 57 45.07184(W)     ADJUSTED  
 FL2045* NAVD 88     -                                                        
 FL2045  ___________________________________________________________________
 FL2045  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FL2045  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL2045
 FL2045  HORZ ORDER  -  THIRD
 FL2045
 FL2045.The horizontal coordinates were established by classical geodetic methods
 FL2045.and adjusted by the National Geodetic Survey in February 1996..
 FL2045
 FL2045
 FL2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2045
 FL2045.The geoid height was determined by GEOID03.
 FL2045
 FL2045;                    North         East     Units Scale Factor Converg.
 FL2045;SPC TX N     - 1,170,394.380   248,739.734   MT  0.99991295   +0 18 41.4
 FL2045;SPC TX N     - 3,839,868.90    816,073.61   sFT  0.99991295   +0 18 41.4
 FL2045;UTM  14      - 3,934,120.404   322,078.318   MT  0.99999011   -1 08 27.3
 FL2045
 FL2045                          SUPERSEDED SURVEY CONTROL
 FL2045
 FL2045  NAD 83(1993)-  35 32 05.15289(N)    100 57 45.07057(W) AD(       ) 4
 FL2045  NAD 83(1986)-  35 32 05.15810(N)    100 57 45.06122(W) AD(       ) 4
 FL2045  NAD 27      -  35 32 04.99700(N)    100 57 43.52300(W) AD(       ) 3
 FL2045
 FL2045.Superseded values are not recommended for survey control.
 FL2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2045.See file dsdata.txt to determine how the superseded data were derived.
 FL2045
 FL2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2207834120(NAD 83)
 FL2045_MARKER: 53 = ELEVATED TANK
 FL2045
 FL2045  HISTORY     - Date     Condition        Report By
 FL2045  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2045
 FL2045                          STATION DESCRIPTION
 FL2045
 FL2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2045'AN ELEVATED WATER TANK AT THE CITY FIRE STATION IN PAMPA ON
 FL2045'SOUTH SIDE OF FOSTER STREET BETWEEN RUSSELL AND FROST STREETS.
 FL2045'IT IS THE SMALLEST OF 3 CITY WATER TANKS, IS THE FARTHEST TO THE
 FL2045'SOUTH, IS PAINTED SILVER, IS SUPPORTED BY 4 LEGS, AND IS
 FL2045'APPROXIMATELY 100 FEET HIGH.  THE STAFF ON TOP WAS THE POINT
 FL2045'OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2042 ***********************************************************************
 FL2042  DESIGNATION -  PAMPA PANHANDLE FISHER ELEV
 FL2042  PID         -  FL2042
 FL2042  STATE/COUNTY-  TX/GRAY
 FL2042  USGS QUAD   -  PAMPA (1963)
 FL2042
 FL2042                         *CURRENT SURVEY CONTROL
 FL2042  ___________________________________________________________________
 FL2042* NAD 83(1993)-  35 31 37.66896(N)    100 57 53.81310(W)     ADJUSTED  
 FL2042* NAVD 88     -                                                        
 FL2042  ___________________________________________________________________
 FL2042  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FL2042  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL2042
 FL2042  HORZ ORDER  -  THIRD
 FL2042
 FL2042.The horizontal coordinates were established by classical geodetic methods
 FL2042.and adjusted by the National Geodetic Survey in February 1996..
 FL2042
 FL2042
 FL2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2042
 FL2042.The geoid height was determined by GEOID03.
 FL2042
 FL2042;                    North         East     Units Scale Factor Converg.
 FL2042;SPC TX N     - 1,169,546.270   248,524.132   MT  0.99991269   +0 18 36.3
 FL2042;SPC TX N     - 3,837,086.39    815,366.26   sFT  0.99991269   +0 18 36.3
 FL2042;UTM  14      - 3,933,277.966   321,841.273   MT  0.99999116   -1 08 31.6
 FL2042
 FL2042                          SUPERSEDED SURVEY CONTROL
 FL2042
 FL2042  NAD 83(1993)-  35 31 37.67032(N)    100 57 53.81177(W) AD(       ) 4
 FL2042  NAD 83(1986)-  35 31 37.67550(N)    100 57 53.80278(W) AD(       ) 4
 FL2042  NAD 27      -  35 31 37.51500(N)    100 57 52.26500(W) AD(       ) 3
 FL2042
 FL2042.Superseded values are not recommended for survey control.
 FL2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2042.See file dsdata.txt to determine how the superseded data were derived.
 FL2042
 FL2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2184133278(NAD 83)
 FL2042_MARKER: 65 = GRAIN ELEVATOR
 FL2042
 FL2042  HISTORY     - Date     Condition        Report By
 FL2042  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2042
 FL2042                          STATION DESCRIPTION
 FL2042
 FL2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2042'A LARGE CONCRETE GRAINELEVATOR LOCATED IN THE SOUTH PART OF
 FL2042'PAMPA, ABOUT 100 YARDS SOUTH OF THE BALL PARK AND TO SOUTHWEST
 FL2042'OF INTERSECTION OF U.S. HIGHWAY 60 AND WEST STREET.  IT HAS
 FL2042'3 ROWS OF 12 BINS EACH AND AN ESTIMATED HEIGHT OF 160 FEET.
 FL2042'THE CENTER VENTILATOR ON TOP WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2036 ***********************************************************************
 FL2036  DESIGNATION -  PAMPA RADIO STATION KPAT MAST
 FL2036  PID         -  FL2036
 FL2036  STATE/COUNTY-  TX/GRAY
 FL2036  USGS QUAD   -  PAMPA (1963)
 FL2036
 FL2036                         *CURRENT SURVEY CONTROL
 FL2036  ___________________________________________________________________
 FL2036* NAD 83(1993)-  35 33 15.64344(N)    100 58 32.00086(W)     ADJUSTED  
 FL2036* NAVD 88     -                                                        
 FL2036  ___________________________________________________________________
 FL2036  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FL2036  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL2036
 FL2036  HORZ ORDER  -  THIRD
 FL2036
 FL2036.The horizontal coordinates were established by classical geodetic methods
 FL2036.and adjusted by the National Geodetic Survey in February 1996..
 FL2036
 FL2036
 FL2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2036
 FL2036.The geoid height was determined by GEOID03.
 FL2036
 FL2036;                    North         East     Units Scale Factor Converg.
 FL2036;SPC TX N     - 1,172,560.344   247,546.106   MT  0.99991370   +0 18 14.2
 FL2036;SPC TX N     - 3,846,975.06    812,157.52   sFT  0.99991370   +0 18 14.2
 FL2036;UTM  14      - 3,936,316.106   320,939.895   MT  0.99999512   -1 08 56.5
 FL2036
 FL2036                          SUPERSEDED SURVEY CONTROL
 FL2036
 FL2036  NAD 83(1993)-  35 33 15.64469(N)    100 58 31.99970(W) AD(       ) 4
 FL2036  NAD 83(1986)-  35 33 15.65006(N)    100 58 31.99023(W) AD(       ) 4
 FL2036  NAD 27      -  35 33 15.49000(N)    100 58 30.45100(W) AD(       ) 3
 FL2036
 FL2036.Superseded values are not recommended for survey control.
 FL2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2036.See file dsdata.txt to determine how the superseded data were derived.
 FL2036
 FL2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2094036316(NAD 83)
 FL2036_MARKER: 42 = RADIO/TV MAST
 FL2036
 FL2036  HISTORY     - Date     Condition        Report By
 FL2036  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2036
 FL2036                          STATION DESCRIPTION
 FL2036
 FL2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2036'A RED AND WHITE STEEL RADIO MAST LOCATED AT THE NORTHWEST
 FL2036'EDGE OF PAMPA, 0.4 MILE NORTH OF THE HIGHLAND GENERAL HOSPITAL
 FL2036'AND ABOUT 0.25 MILE WEST OF HOBART STREET.  IT IS 182 FEET
 FL2036'HIGH AND HAS A RED OBSTRUCTION LIGHT ON TOP.  THE OBSTRUCTION
 FL2036'LIGHT ON TOP WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2040 ***********************************************************************
 FL2040  DESIGNATION -  PAMPA RADIO STATION KPDN MAST
 FL2040  PID         -  FL2040
 FL2040  STATE/COUNTY-  TX/GRAY
 FL2040  USGS QUAD   -  PAMPA (1963)
 FL2040
 FL2040                         *CURRENT SURVEY CONTROL
 FL2040  ___________________________________________________________________
 FL2040* NAD 83(1993)-  35 32 12.12354(N)    100 56 12.34997(W)     ADJUSTED  
 FL2040* NAVD 88     -                                                        
 FL2040  ___________________________________________________________________
 FL2040  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FL2040  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL2040
 FL2040  HORZ ORDER  -  THIRD
 FL2040
 FL2040.The horizontal coordinates were established by classical geodetic methods
 FL2040.and adjusted by the National Geodetic Survey in February 1996..
 FL2040
 FL2040
 FL2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2040
 FL2040.The geoid height was determined by GEOID03.
 FL2040
 FL2040;                    North         East     Units Scale Factor Converg.
 FL2040;SPC TX N     - 1,170,622.233   251,074.096   MT  0.99991302   +0 19 35.1
 FL2040;SPC TX N     - 3,840,616.44    823,732.26   sFT  0.99991302   +0 19 35.1
 FL2040;UTM  14      - 3,934,289.028   324,417.874   MT  0.99997992   -1 07 33.5
 FL2040
 FL2040                          SUPERSEDED SURVEY CONTROL
 FL2040
 FL2040  NAD 83(1993)-  35 32 12.12479(N)    100 56 12.34875(W) AD(       ) 4
 FL2040  NAD 83(1986)-  35 32 12.13009(N)    100 56 12.33947(W) AD(       ) 4
 FL2040  NAD 27      -  35 32 11.97000(N)    100 56 10.80600(W) AD(       ) 3
 FL2040
 FL2040.Superseded values are not recommended for survey control.
 FL2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2040.See file dsdata.txt to determine how the superseded data were derived.
 FL2040
 FL2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2441834289(NAD 83)
 FL2040_MARKER: 42 = RADIO/TV MAST
 FL2040
 FL2040  HISTORY     - Date     Condition        Report By
 FL2040  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2040
 FL2040                          STATION DESCRIPTION
 FL2040
 FL2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2040'A 4-LEGGED RED AND WHITE STEEL MAST 178 FEET HIGH LOCATED AT
 FL2040'THE EAST EDGE OF PAMPA, 0.45 MILE EAST OF CITY LIMITS, AND ABOUT
 FL2040'2 BLOCKS NORTH OF U.S. HIGHWAY 60.  IT HAS A RED OBSTRUCTION
 FL2040'LIGHT ON TOP.  THE OBSTRUCTION LIGHT ON TOP WAS THE POINT
 FL2040'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2034 ***********************************************************************
 FL2034  DESIGNATION -  PAMPA WILKINSON WATER TANK
 FL2034  PID         -  FL2034
 FL2034  STATE/COUNTY-  TX/GRAY
 FL2034  USGS QUAD   -  PAMPA (1963)
 FL2034
 FL2034                         *CURRENT SURVEY CONTROL
 FL2034  ___________________________________________________________________
 FL2034* NAD 83(1993)-  35 30 28.07526(N)    100 54 34.38995(W)     ADJUSTED  
 FL2034* NAVD 88     -                                                        
 FL2034  ___________________________________________________________________
 FL2034  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FL2034  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL2034
 FL2034  HORZ ORDER  -  THIRD
 FL2034
 FL2034.The horizontal coordinates were established by classical geodetic methods
 FL2034.and adjusted by the National Geodetic Survey in February 1996..
 FL2034
 FL2034
 FL2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2034
 FL2034.The geoid height was determined by GEOID03.
 FL2034
 FL2034;                    North         East     Units Scale Factor Converg.
 FL2034;SPC TX N     - 1,167,430.252   253,560.713   MT  0.99991210   +0 20 31.9
 FL2034;SPC TX N     - 3,830,144.09    831,890.44   sFT  0.99991210   +0 20 31.9
 FL2034;UTM  14      - 3,931,034.861   326,822.961   MT  0.99996959   -1 06 33.7
 FL2034
 FL2034                          SUPERSEDED SURVEY CONTROL
 FL2034
 FL2034  NAD 83(1993)-  35 30 28.07651(N)    100 54 34.38892(W) AD(       ) 4
 FL2034  NAD 83(1986)-  35 30 28.08180(N)    100 54 34.37930(W) AD(       ) 4
 FL2034  NAD 27      -  35 30 27.92100(N)    100 54 32.85200(W) AD(       ) 3
 FL2034
 FL2034.Superseded values are not recommended for survey control.
 FL2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2034.See file dsdata.txt to determine how the superseded data were derived.
 FL2034
 FL2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2682331035(NAD 83)
 FL2034_MARKER: 53 = ELEVATED TANK
 FL2034
 FL2034  HISTORY     - Date     Condition        Report By
 FL2034  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2034
 FL2034                          STATION DESCRIPTION
 FL2034
 FL2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2034'AN ELEVATED WATER TANK BELONGING TO A.C. WILKINSON ABOUT 3-1/2
 FL2034'MILES SOUTHEAST OF PAMPA.  TANK IS SILVER-COLORED AND ABOUT 60
 FL2034'FEET HIGH.  TO REACH FROM PAMPA, GO SOUTH ON TEXAS HIGHWAY 273
 FL2034'1.90 MILES FROM U.S. HIGHWAY 60 TO Y, TURN LEFT (EASTERLY) AND
 FL2034'CONTINUE ON HIGHWAY 273 FOR 2.55 MILES TO WHERE HIGHWAY TURNS
 FL2034'SOUTH.  THE TANK IS IN A CLUMP OF TREES JUST NORTH OF THIS
 FL2034'TURN.  THE BALL ON TOP WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0917 ***********************************************************************
 DO0917  DESIGNATION -  PAN
 DO0917  PID         -  DO0917
 DO0917  STATE/COUNTY-  TX/FOARD
 DO0917  USGS QUAD   -  CROWELL (1966)
 DO0917
 DO0917                         *CURRENT SURVEY CONTROL
 DO0917  ___________________________________________________________________
 DO0917* NAD 83(1993)-  33 58 59.26994(N)    099 39 29.17115(W)     ADJUSTED  
 DO0917* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 DO0917  ___________________________________________________________________
 DO0917  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DO0917  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DO0917
 DO0917  HORZ ORDER  -  THIRD
 DO0917
 DO0917.The horizontal coordinates were established by classical geodetic methods
 DO0917.and adjusted by the National Geodetic Survey in February 1996..
 DO0917
 DO0917.The orthometric height was scaled from a topographic map.
 DO0917
 DO0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0917
 DO0917.The geoid height was determined by GEOID03.
 DO0917
 DO0917;                    North         East     Units Scale Factor Converg.
 DO0917;SPC TXNC     - 2,257,475.597   492,989.419   MT  1.00000463   -0 37 53.8
 DO0917;SPC TXNC     - 7,406,401.19  1,617,416.12   sFT  1.00000463   -0 37 53.8
 DO0917;UTM  14      - 3,760,480.663   439,213.089   MT  0.99964555   -0 22 04.3
 DO0917
 DO0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0917!SPC TXNC     -   0.99993603  x   1.00000463  =   0.99994066
 DO0917!UTM  14      -   0.99993603  x   0.99964555  =   0.99958160
 DO0917
 DO0917|---------------------------------------------------------------------|
 DO0917| PID    Reference Object                     Distance      Geod. Az  |
 DO0917|                                                           dddmmss.s |
 DO0917| CX7886 PAN RM 1                              9.417 METERS 08135     |
 DO0917| CX7885 PAN AZ MK                                          0915119.1 |
 DO0917| DO0918 CROWELL MUN TANK                    APPROX. 6.5 KM 2781508.3 |
 DO0917| CX7887 PAN RM 2                              8.890 METERS 27938     |
 DO0917|---------------------------------------------------------------------|
 DO0917
 DO0917                          SUPERSEDED SURVEY CONTROL
 DO0917
 DO0917  NAD 83(1993)-  33 58 59.27066(N)    099 39 29.17105(W) AD(       ) 3
 DO0917  NAD 83(1986)-  33 58 59.27669(N)    099 39 29.16244(W) AD(       ) 3
 DO0917  NAD 27      -  33 58 58.97350(N)    099 39 27.83116(W) AD(       ) 3
 DO0917
 DO0917.Superseded values are not recommended for survey control.
 DO0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0917.See file dsdata.txt to determine how the superseded data were derived.
 DO0917
 DO0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3921360481(NAD 83)
 DO0917_MARKER: DS = TRIANGULATION STATION DISK
 DO0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0917
 DO0917  HISTORY     - Date     Condition        Report By
 DO0917  HISTORY     - 1969     MONUMENTED       CGS
 DO0917
 DO0917                          STATION DESCRIPTION
 DO0917
 DO0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0917'NO MEASUREMENT BETWEEN THE R.M.S, DUE TO A POWER LINE POLE ON
 DO0917'LINE.
 DO0917'
 DO0917'THE STATION IS LOCATED ABOUT 7 MILES WEST OF THALIA, 4-1/2 MILES
 DO0917'SOUTH OF MARGARET, 5 MILES EAST OF CROWELL AND ON ROAD RIGHT-OF-WAY.
 DO0917'
 DO0917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM
 DO0917'ROAD 262 IN THALIA, GO WEST ON U.S. HIGHWAY 70 FOR 4.3 MILES TO THE
 DO0917'JUNCTION OF FARM ROAD 267.  CONTINUE WEST ON U.S. HIGHWAY 70 FOR
 DO0917'2.2 MILES TO AN OFF-SET CROSSROAD AND THE AZIMUTH MARK IN THE
 DO0917'SOUTHWEST ANGLE OF THE INTERSECTION IN A CONCRETE CULVERT.
 DO0917'CONTINUE WEST ON U.S. HIGHWAY 70 FOR 0.8 MILE TO THE STATION ON THE
 DO0917'RIGHT.
 DO0917'
 DO0917'THE STATION MARK IS A STANDARD DISK STAMPED PAN 1969, SET IN THE TOP
 DO0917'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 2 INCHES BELOW
 DO0917'THE GROUND SURFACE.  IT IS 47 FEET NORTH OF THE CENTER OF HIGHWAY
 DO0917'70, 20 FEET WEST-SOUTHWEST OF A POWER LINE POLE AND 6 FEET SOUTH OF
 DO0917'A WIRE FENCE.
 DO0917'
 DO0917'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PAN NO 1 1969, SET IN THE
 DO0917'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 2 INCHES
 DO0917'BELOW THE GROUND SURFACE.  IT IS 52.5 FEET NORTH OF THE CENTER OF
 DO0917'HIGHWAY 70, 11 FEET EAST OF THE POWER LINE POLE AND 1 FOOT SOUTH
 DO0917'OF THE WIRE FENCE.
 DO0917'
 DO0917'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PAN NO 2 1969, SET IN THE
 DO0917'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 2 INCHES
 DO0917'BELOW THE GROUND SURFACE.  IT IS 52.5 FEET NORTH OF THE CENTER OF
 DO0917'HIGHWAY 70, 48 FEET WEST OF THE POWER LINE POLE AND 1 FOOT SOUTH
 DO0917'OF THE WIRE FENCE.
 DO0917'
 DO0917'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PAN 1969, CEMENTED IN A
 DO0917'DRILL HOLE IN THE HEADWALL OF THE CONCRETE CULVERT WHICH PROJECTS
 DO0917'1 FOOT ABOVE THE ROAD SURFACE.  IT IS 49 FEET SOUTH OF THE CENTER
 DO0917'OF HIGHWAY 70, 14.5 FEET NORTHEAST OF A FENCE CORNER AND 12 FEET
 DO0917'WEST OF THE CENTER OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1738 ***********************************************************************
 FL1738  DESIGNATION -  PAN
 FL1738  PID         -  FL1738
 FL1738  STATE/COUNTY-  TX/CARSON
 FL1738  USGS QUAD   -  PANHANDLE EAST (1966)
 FL1738
 FL1738                         *CURRENT SURVEY CONTROL
 FL1738  ___________________________________________________________________
 FL1738* NAD 83(1993)-  35 20 22.46092(N)    101 22 03.16313(W)     ADJUSTED  
 FL1738* NAVD 88     -      1052.     (meters)    3451.     (feet)  SCALED    
 FL1738  ___________________________________________________________________
 FL1738  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FL1738  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1738
 FL1738  HORZ ORDER  -  SECOND
 FL1738
 FL1738.The horizontal coordinates were established by classical geodetic methods
 FL1738.and adjusted by the National Geodetic Survey in February 1996..
 FL1738
 FL1738.The orthometric height was scaled from a topographic map.
 FL1738
 FL1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1738
 FL1738.The geoid height was determined by GEOID03.
 FL1738
 FL1738;                    North         East     Units Scale Factor Converg.
 FL1738;SPC TX N     - 1,148,615.614   212,040.315   MT  0.99991181   +0 04 36.3
 FL1738;SPC TX N     - 3,768,416.39    695,668.93   sFT  0.99991181   +0 04 36.3
 FL1738;UTM  14      - 3,913,273.649   284,833.456   MT  1.00017058   -1 22 11.9
 FL1738
 FL1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1738!SPC TX N     -   0.99983898  x   0.99991181  =   0.99975081
 FL1738!UTM  14      -   0.99983898  x   1.00017058  =   1.00000953
 FL1738
 FL1738|---------------------------------------------------------------------|
 FL1738| PID    Reference Object                     Distance      Geod. Az  |
 FL1738|                                                           dddmmss.s |
 FL1738| CJ7235 PAN RM 1                             42.594 METERS 07244     |
 FL1738| CJ7234 PAN AZ MK                                          0901444.1 |
 FL1738| CJ7236 PAN RM 2                             29.499 METERS 14452     |
 FL1738| FL1747 PANHANDLE MUNICIPAL TANK            APPROX. 1.1 KM 2793043.9 |
 FL1738| FL1739 PANHANDLE EAST GRAIN ELEVATOR       APPROX. 0.7 KM 2881733.1 |
 FL1738|---------------------------------------------------------------------|
 FL1738
 FL1738                          SUPERSEDED SURVEY CONTROL
 FL1738
 FL1738  NAD 83(1993)-  35 20 22.46447(N)    101 22 03.15997(W) AD(       ) 2
 FL1738  NAD 83(1986)-  35 20 22.46759(N)    101 22 03.15377(W) AD(       ) 2
 FL1738  NAD 27      -  35 20 22.29300(N)    101 22 01.55300(W) AD(       ) 2
 FL1738
 FL1738.Superseded values are not recommended for survey control.
 FL1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1738.See file dsdata.txt to determine how the superseded data were derived.
 FL1738
 FL1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8483313274(NAD 83)
 FL1738_MARKER: DS = TRIANGULATION STATION DISK
 FL1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1738
 FL1738  HISTORY     - Date     Condition        Report By
 FL1738  HISTORY     - 1951     MONUMENTED       CGS
 FL1738  HISTORY     - 1956     GOOD             CGS
 FL1738
 FL1738                          STATION DESCRIPTION
 FL1738
 FL1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1738'THE STATION IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY
 FL1738'60 AND STATE FARM ROAD 293, ON A SMALL PLOT OF LAND ON THE ROAD
 FL1738'RIGHT-OF-WAY BETWEEN THE TWO ROADS, ABOUT 0.5 MILE EAST-SOUTHEAST
 FL1738'OF THE CENTER OF PANHANDLE.
 FL1738'
 FL1738'TO REACH THE STATION FROM THE POST OFFICE IN PANHANDLE, GO
 FL1738'SOUTHEAST ON MAIN STREET FOR 0.1 MILE TO A CROSS ROAD.  TURN
 FL1738'RIGHT ONTO STATE HIGHWAY 117 AND GO 0.4 MILE TO A CROSS ROAD.
 FL1738'TURN LEFT ONTO U.S. HIGHWAY 60 AND GO 0.8 MILE TO A SIDE
 FL1738'ROAD AND THE STATION ON THE RIGHT.
 FL1738'
 FL1738'THE STATION MARK IS A STANDARD DISK STAMPED PAN 1951 SET IN THE
 FL1738'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 FL1738'3 INCHES ABOVE THE GROUND.  IT IS 5.5 FEET NORTH OF A WHITE
 FL1738'WITNESS POST, ABOUT 33 FEET SOUTH OF THE CENTERLINE OF U.S.
 FL1738'HIGHWAY 60, AND ABOUT 40 FEET NORTH OF THE CENTERLINE OF
 FL1738'STATE FARM ROAD 293.
 FL1738'
 FL1738'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED PAN NO 1
 FL1738'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1738'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET
 FL1738'SOUTHWEST OF A FENCE CORNER, ABOUT 41 FEET SOUTHEAST OF THE
 FL1738'CENTERLINE OF U.S. HIGHWAY 60, AND ABOUT THE SAME ELEVATION
 FL1738'AS THE STATION.
 FL1738'
 FL1738'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED PAN NO 2
 FL1738'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1738'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 38
 FL1738'FEET SOUTH OF THE CENTERLINE OF STATE FARM ROAD 293, ABOUT
 FL1738'2 FEET NORTH OF A FENCE LINE, AND ABOUT THE SAME ELEVATION
 FL1738'AS THE STATION.
 FL1738'
 FL1738'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF STATE FARM
 FL1738'ROAD 293 LEADING EAST FROM THE STATION AND IS A STANDARD
 FL1738'DISK STAMPED PAN 1951 SET IN THE TOP OF A 10-INCH SQUARE
 FL1738'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 FL1738'IT IS ABOUT 2 FEET NORTH OF A FENCE LINE, ABOUT 2 FEET SOUTH
 FL1738'OF A WHITE WITNESS POST, AND ABOUT 37 FEET SOUTH OF THE ROAD.
 FL1738'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 FL1738'FARM ROAD 293 FOR 1.3 MILES TO A WHITE WITNESS POST AND THE
 FL1738'AZIMUTH MARK ON THE RIGHT.
 FL1738
 FL1738                          STATION RECOVERY (1956)
 FL1738
 FL1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1738'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1738'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL1738'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1165 ***********************************************************************
 CR1165  DESIGNATION -  PAN AMERICAN PLINE CO RAD MAST
 CR1165  PID         -  CR1165
 CR1165  STATE/COUNTY-  TX/GREGG
 CR1165  USGS QUAD   -  KILGORE NE (1971)
 CR1165
 CR1165                         *CURRENT SURVEY CONTROL
 CR1165  ___________________________________________________________________
 CR1165* NAD 83(1993)-  32 28 51.24592(N)    094 51 04.66007(W)     ADJUSTED  
 CR1165* NAVD 88     -                                                        
 CR1165  ___________________________________________________________________
 CR1165  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CR1165  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1165
 CR1165  HORZ ORDER  -  THIRD
 CR1165
 CR1165.The horizontal coordinates were established by classical geodetic methods
 CR1165.and adjusted by the National Geodetic Survey in February 1996..
 CR1165
 CR1165
 CR1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1165
 CR1165.The geoid height was determined by GEOID03.
 CR1165
 CR1165;                    North         East     Units Scale Factor Converg.
 CR1165;SPC TXNC     - 2,096,246.106   942,870.240   MT  0.99992189   +1 59 23.9
 CR1165;SPC TXNC     - 6,877,434.10  3,093,400.11   sFT  0.99992189   +1 59 23.9
 CR1165;UTM  15      - 3,595,251.602   326,041.280   MT  0.99997318   -0 59 39.9
 CR1165
 CR1165                          SUPERSEDED SURVEY CONTROL
 CR1165
 CR1165  NAD 83(1986)-  32 28 51.25381(N)    094 51 04.64751(W) AD(       ) 4
 CR1165  NAD 27      -  32 28 50.72100(N)    094 51 03.87200(W) AD(       ) 3
 CR1165
 CR1165.Superseded values are not recommended for survey control.
 CR1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1165.See file dsdata.txt to determine how the superseded data were derived.
 CR1165
 CR1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2604195252(NAD 83)
 CR1165_MARKER: 42 = RADIO/TV MAST
 CR1165
 CR1165  HISTORY     - Date     Condition        Report By
 CR1165  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1165  HISTORY     - 1970     GOOD             NGS
 CR1165  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR1165
 CR1165                          STATION DESCRIPTION
 CR1165
 CR1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1165'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH NORTHEAST OF KILGORE
 CR1165'AND 7 MILES SOUTHEAST OF GLADEWATER ON PROPERTY OF THE PAN
 CR1165'AMERICAN PIPELINE CO.  STATION IS 300 FEET HIGH WITH RED LIGHTS
 CR1165'EVERY 100 FEET.  STATION IS PAINTED ALTERNATELY RED AND WHITE.
 CR1165'
 CR1165'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 CR1165'
 CR1165'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 271 IN
 CR1165'GLADEWATER GO EAST ON U.S. HIGHWAY 80 FOR 5.55 MILES TO JUNCTION
 CR1165'OF STATE ROUTE 259.  TURN RIGHT AND GO SOUTH ON STATE ROUTE
 CR1165'259 FOR 2.55 MILES TO STATION ON RIGHT OR WEST SIDE OF ROAD.
 CR1165
 CR1165                          STATION RECOVERY (1970)
 CR1165
 CR1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 CR1165'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1165'
 CR1165'STATE RT. 259 IS NOW STATE RT. 42.
 CR1165'
 CR1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 CR1165'SOUTHEAST OF GLADWATER, TEXAS
 CR1165
 CR1165                          STATION RECOVERY (1991)
 CR1165
 CR1165'RECOVERY NOTE BY US POWER SQUADRON 1991 (RP)
 CR1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0895 ***********************************************************************
 AW0895  DESIGNATION -  PAN CR
 AW0895  PID         -  AW0895
 AW0895  STATE/COUNTY-  TX/HARRIS
 AW0895  USGS QUAD   -  PASADENA (1995)
 AW0895
 AW0895                         *CURRENT SURVEY CONTROL
 AW0895  ___________________________________________________________________
 AW0895* NAD 83(1986)-  29 43 57.     (N)    095 13 47.     (W)     SCALED    
 AW0895* NAVD 88     -         3.455  (meters)      11.34   (feet)  ADJUSTED  
 AW0895  ___________________________________________________________________
 AW0895  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW0895  DYNAMIC HT  -           3.450 (meters)      11.32  (feet)  COMP
 AW0895  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0895
 AW0895  VERT ORDER  -  FIRST     CLASS II
 AW0895
 AW0895.The horizontal coordinates were scaled from a topographic map and have
 AW0895.an estimated accuracy of +/- 6 seconds.
 AW0895
 AW0895.The orthometric height was determined by differential leveling
 AW0895.and adjusted by the National Geodetic Survey in June 1991..
 AW0895
 AW0895.The geoid height was determined by GEOID03.
 AW0895
 AW0895.The dynamic height is computed by dividing the NAVD 88
 AW0895.geopotential number by the normal gravity value computed on the
 AW0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0895.degrees latitude (g = 980.6199 gals.).
 AW0895
 AW0895.The modeled gravity was interpolated from observed gravity values.
 AW0895
 AW0895;                    North         East    Units  Estimated Accuracy
 AW0895;SPC TXSC     - 4,216,360.      964,650.      MT  (+/- 180 meters Scaled)
 AW0895
 AW0895                          SUPERSEDED SURVEY CONTROL
 AW0895
 AW0895  NGVD 29 (12/23/87)    3.452  (m)           11.33   (f) ADJUSTED    1 2
 AW0895
 AW0895.Superseded values are not recommended for survey control.
 AW0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0895.See file dsdata.txt to determine how the superseded data were derived.
 AW0895
 AW0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN843912(NAD 83)
 AW0895_MARKER: DD = SURVEY DISK
 AW0895_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0895+WITH SETTING: PAVEMENT
 AW0895_SP_SET: WALKWAY
 AW0895_STAMPING: PAN CR 1965
 AW0895_MARK LOGO: USE   
 AW0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0895+STABILITY: SURFACE MOTION
 AW0895
 AW0895  HISTORY     - Date     Condition        Report By
 AW0895  HISTORY     - 1965     MONUMENTED       USE
 AW0895  HISTORY     - 1973     GOOD             NGS
 AW0895  HISTORY     - 1978     GOOD             NGS
 AW0895  HISTORY     - 1986     GOOD             NGS
 AW0895  HISTORY     - 1987     GOOD             USPSQD
 AW0895  HISTORY     - 1987     GOOD             USPSQD
 AW0895  HISTORY     - 1988     GOOD             USPSQD
 AW0895  HISTORY     - 19940712 GOOD             USPSQD
 AW0895  HISTORY     - 19991113 GOOD             USPSQD
 AW0895
 AW0895                          STATION DESCRIPTION
 AW0895
 AW0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0895'0.7 MI E FROM GALENA PARK.
 AW0895'ABOUT 0.7 MILE EAST ALONG CLINTON DR. FROM THE CITY HALL AT GALENA
 AW0895'PARK, 23.5 FEET NORTH OF THE CENTER LINE OF CLINTON DR., AT A CONCRETE
 AW0895'BRIDGE OVER PANTHER CREEK, 102 FEET EAST OF THE EXTENDED CENTER LINE
 AW0895'OF A PRIVATE DRIVE LEADING SOUTH TO GATX PLANT, SET IN THE TOP OF THE
 AW0895'SOUTHWEST CORNER OF THE NORTH CONCRETE WALKWAY, AND 10 INCHES ABOVE
 AW0895'THE LEVEL OF THE HIGHWAY.
 AW0895
 AW0895                          STATION RECOVERY (1978)
 AW0895
 AW0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0895'RECOVERED IN GOOD CONDITION.
 AW0895
 AW0895                          STATION RECOVERY (1986)
 AW0895
 AW0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0895'RECOVERED IN GOOD CONDITION.
 AW0895
 AW0895                          STATION RECOVERY (1987)
 AW0895
 AW0895'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0895'RECOVERED IN GOOD CONDITION.
 AW0895
 AW0895                          STATION RECOVERY (1987)
 AW0895
 AW0895'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0895'RECOVERED IN GOOD CONDITION.
 AW0895
 AW0895                          STATION RECOVERY (1988)
 AW0895
 AW0895'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW0895'RECOVERED IN GOOD CONDITION.
 AW0895
 AW0895                          STATION RECOVERY (1994)
 AW0895
 AW0895'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0895'RECOVERED IN GOOD CONDITION.
 AW0895
 AW0895                          STATION RECOVERY (1999)
 AW0895
 AW0895'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0706 ***********************************************************************
 DQ0706  DESIGNATION -  PAN ET
 DQ0706  PID         -  DQ0706
 DQ0706  STATE/COUNTY-  TX/TERRY
 DQ0706  USGS QUAD   -  MEADOW (1985)
 DQ0706
 DQ0706                         *CURRENT SURVEY CONTROL
 DQ0706  ___________________________________________________________________
 DQ0706* NAD 83(1993)-  33 17 06.00071(N)    102 13 54.53953(W)     ADJUSTED  
 DQ0706* NAVD 88     -      1015.1    (meters)    3330.     (feet)  VERTCON   
 DQ0706  ___________________________________________________________________
 DQ0706  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DQ0706  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 DQ0706
 DQ0706  HORZ ORDER  -  SECOND
 DQ0706
 DQ0706.The horizontal coordinates were established by classical geodetic methods
 DQ0706.and adjusted by the National Geodetic Survey in February 1996..
 DQ0706
 DQ0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0706
 DQ0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0706
 DQ0706.The geoid height was determined by GEOID03.
 DQ0706
 DQ0706;                    North         East     Units Scale Factor Converg.
 DQ0706;SPC TXNC     - 2,185,630.394   252,489.812   MT  0.99988089   -2 02 07.1
 DQ0706;SPC TXNC     - 7,170,689.05    828,376.99   sFT  0.99988089   -2 02 07.1
 DQ0706;UTM  13      - 3,686,302.164   757,797.771   MT  1.00041948   +1 31 12.1
 DQ0706
 DQ0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0706!SPC TXNC     -   0.99984440  x   0.99988089  =   0.99972531
 DQ0706!UTM  13      -   0.99984440  x   1.00041948  =   1.00026381
 DQ0706
 DQ0706|---------------------------------------------------------------------|
 DQ0706| PID    Reference Object                     Distance      Geod. Az  |
 DQ0706|                                                           dddmmss.s |
 DQ0706| CJ7237 PAN ET RM 1                          15.065 METERS 02325     |
 DQ0706| CJ7238 PAN ET RM 2                          15.243 METERS 11313     |
 DQ0706| DQ0707 LOST ET                             APPROX. 2.8 KM 2023022.9 |
 DQ0706|---------------------------------------------------------------------|
 DQ0706
 DQ0706                          SUPERSEDED SURVEY CONTROL
 DQ0706
 DQ0706  NAD 83(1986)-  33 17 06.00856(N)    102 13 54.53278(W) AD(       ) 2
 DQ0706  NAD 27      -  33 17 05.67796(N)    102 13 52.88504(W) AD(       ) 2
 DQ0706  NGVD 29 (07/19/86) 1014.7    (m)         3329.     (f) VERT ANG       
 DQ0706
 DQ0706.Superseded values are not recommended for survey control.
 DQ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0706.See file dsdata.txt to determine how the superseded data were derived.
 DQ0706
 DQ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5779886302(NAD 83)
 DQ0706_MARKER: DD = SURVEY DISK
 DQ0706_SETTING: 0 = UNSPECIFIED SETTING
 DQ0706
 DQ0706  HISTORY     - Date     Condition        Report By
 DQ0706  HISTORY     - 1968     MONUMENTED       USGS
 DQ0706
 DQ0706                          STATION DESCRIPTION
 DQ0706
 DQ0706'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0706'THE STATION IS LOCATED NORTH 21 DEG EAST ABOUT 7.9 MILES AIRLINE
 DQ0706'FROM THE COURTHOUSE AT BROWNFIELD, TEXAS ON THE RIGHT-OF-WAY OF
 DQ0706'THE PANHANDLE AND SANTA FE RAILROAD.
 DQ0706'
 DQ0706'TO REACH FROM THE COURTHOUSE AT BROWNFIELD, GO 0.3 MILE EAST ON
 DQ0706'MAIN STREET TO U.S. HIGHWAY 62, TURN LEFT AND GO 7.8 MILES NORTH
 DQ0706'ON U.S. HIGHWAY 62 TO AN EAST-WEST ROAD, TURN LEFT, CROSS
 DQ0706'RAILROAD, THEN TURN RIGHT AND GO 0.2 MILE ON FIELD ROAD ALONG
 DQ0706'WEST SIDE OF RAILROAD RIGHT-OF-WAY TO STATION SITE ON THE
 DQ0706'RIGHT.  THE STATION IS 25.5 FEET NORTHWEST NORMAL TO THE
 DQ0706'PANHANDLE AND SANTA FE RAILROAD.  THE STATION IS 5 FEET SOUTHEAST
 DQ0706'OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 DQ0706'
 DQ0706'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DQ0706'DRIVEN TO REFUSAL (6 FEET), CENTERED IN AN ORANGEBURG TILE, 6
 DQ0706'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 DQ0706'IS FLUSH WITH THE GROUND AND IS STAMPED PAN ET 1968.
 DQ0706'
 DQ0706'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 26 FEET NORTHWEST
 DQ0706'NORMAL TO THE RAILROAD TRACK.  A USGS BRONZE REFERENCE MARK TABLET
 DQ0706'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (9 FEET), CENTERED
 DQ0706'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED
 DQ0706'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 DQ0706'PAN ET 1968 - 1.
 DQ0706'
 DQ0706'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 25 FEET SOUTHEAST
 DQ0706'NORMAL TO THE RAILROAD TRACK.  A USGS BRONZE REFERENCE MARK TABLET
 DQ0706'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET CENTERED
 DQ0706'IN AN ORANGEBURG TILE, 6 IN. IN DIAMETER, 12 INCHES LONG FILLED
 DQ0706'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 DQ0706'PAN ET 1968 - 2.
 DQ0706'
 DQ0706'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 70.19 FEET (21.394
 DQ0706'METERS).
 DQ0706'
 DQ0706'STATION LOST ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE
 DQ0706'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1598 ***********************************************************************
 AE1598  DESIGNATION -  PANCHO
 AE1598  PID         -  AE1598
 AE1598  STATE/COUNTY-  TX/STARR
 AE1598  USGS QUAD   -  SAGUNADA RANCH (1965)
 AE1598
 AE1598                         *CURRENT SURVEY CONTROL
 AE1598  ___________________________________________________________________
 AE1598* NAD 83(1993)-  26 26 38.13201(N)    098 41 17.50292(W)     ADJUSTED  
 AE1598* NAVD 88     -       113.1    (meters)     371.     (feet)  VERTCON   
 AE1598  ___________________________________________________________________
 AE1598  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AE1598  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE1598
 AE1598  HORZ ORDER  -  FIRST
 AE1598
 AE1598.The horizontal coordinates were established by classical geodetic methods
 AE1598.and adjusted by the National Geodetic Survey in February 1996..
 AE1598
 AE1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1598
 AE1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1598
 AE1598.The geoid height was determined by GEOID03.
 AE1598
 AE1598;                    North         East     Units Scale Factor Converg.
 AE1598;SPC TX S     - 5,086,128.842   281,230.802   MT  0.99994174   -0 05 07.6
 AE1598;SPC TX S     -16,686,741.04    922,671.39   sFT  0.99994174   -0 05 07.6
 AE1598;UTM  14      - 2,924,884.971   531,086.569   MT  0.99961193   +0 08 19.9
 AE1598
 AE1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1598!SPC TX S     -   0.99998599  x   0.99994174  =   0.99992773
 AE1598!UTM  14      -   0.99998599  x   0.99961193  =   0.99959792
 AE1598
 AE1598|---------------------------------------------------------------------|
 AE1598| PID    Reference Object                     Distance      Geod. Az  |
 AE1598|                                                           dddmmss.s |
 AE1598| CV2763 PANCHO RM                            37.130 METERS 05758     |
 AE1598|---------------------------------------------------------------------|
 AE1598
 AE1598                          SUPERSEDED SURVEY CONTROL
 AE1598
 AE1598  NAD 83(1986)-  26 26 38.13397(N)    098 41 17.46447(W) AD(       ) 1
 AE1598  NAD 27      -  26 26 36.90581(N)    098 41 16.37251(W) AD(       ) 1
 AE1598  NGVD 29 (07/19/86)  113.2    (m)          371.     (f) VERT ANG       
 AE1598
 AE1598.Superseded values are not recommended for survey control.
 AE1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1598.See file dsdata.txt to determine how the superseded data were derived.
 AE1598
 AE1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ3108724885(NAD 83)
 AE1598_MARKER: DS = TRIANGULATION STATION DISK
 AE1598_SETTING: 0 = UNSPECIFIED SETTING
 AE1598
 AE1598  HISTORY     - Date     Condition        Report By
 AE1598  HISTORY     - 1917     MONUMENTED       CGS
 AE1598  HISTORY     - 1955     SEE DESCRIPTION  SUNOCO
 AE1598  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1598  HISTORY     - 1969     MARK NOT FOUND   CGS
 AE1598
 AE1598                          STATION DESCRIPTION
 AE1598
 AE1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1598'STATION IS ABOUT 7 MILES DIRECT AND 9 MILES BY ROAD N OF
 AE1598'GARCIAS POST OFFICE, JUST E OF THE RANCH HOUSE ON THE NE RANCH
 AE1598'OF PANCHO LOPEZ.  THERE IS A WINDMILL 106 METERS (348 FEET)
 AE1598'FROM THE STATION N 53 DEG 16 MIN W.  THE LINE FROM
 AE1598'THE STATION TO THE WINDMILL PASSES MIDWAY BETWEEN 2 SMALL SHEDS,
 AE1598'THE NORTHERN ONE WITH A SHINGLE ROOF AND THE SOUTHERN ONE WITH
 AE1598'A THATCHED ROOF.  THE NE CORNER OF THE SOUTHERN SHED IS
 AE1598'ABOUT 58 METERS (190 FEET) DISTANT.
 AE1598'
 AE1598'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1598'CONCRETE.
 AE1598'
 AE1598'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1598'
 AE1598'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK
 AE1598'OF CONCRETE, SET JUST W OF A BRUSH CORRAL, 37.13 METERS (121.8
 AE1598'FEET) FROM THE STATION N 57 DEG 58 MIN E.
 AE1598'
 AE1598'ELEVATION OF STATION, 113.2 METERS (371 FEET).
 AE1598
 AE1598                          STATION RECOVERY (1955)
 AE1598
 AE1598'RECOVERY NOTE BY SUN OIL COMPANY 1955 (WTR)
 AE1598'SHEDS, HOUSES, WINDMILL, REFERENCE MARKS, AND AZIMUTH MARK
 AE1598'ALL GONE FOR TWENTY YEARS ACCORDING TO A 60-YEAR OLD RESIDENT.
 AE1598
 AE1598                          STATION RECOVERY (1965)
 AE1598
 AE1598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1598'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  SUB SURFACE MARK
 AE1598'WAS NOT SEARCHED FOR.  SOME CONCRETE WAS FOUND WITH A CAST
 AE1598'OF A BM STEM.
 AE1598
 AE1598                          STATION RECOVERY (1969)
 AE1598
 AE1598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE1598'NO TRACE OF THE STATION COULD BE FOUND.  IT WAS NOT SURE
 AE1598'IF THE STATION LOCATION WAS FOUND OR NOT.  MOST OF THIS
 AE1598'AREA HAS BEEN GRADED AND IT IS POSSIBLE THAT THE STATION
 AE1598'IS DESTROYED.  WITH THE LATEST TOPO SHEETS OF THE USGS IT
 AE1598'MAY BE POSSIBLE THAT SOME TRACE OF THE STATION COULD BE FOUND.
 AE1598'
 AE1598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AE1598'NORTH OF GARCIASVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1629 ***********************************************************************
 FL1629  DESIGNATION -  PANDOR
 FL1629  PID         -  FL1629
 FL1629  STATE/COUNTY-  TX/GRAY
 FL1629  USGS QUAD   -  LAKE MC CONNELL (1965)
 FL1629
 FL1629                         *CURRENT SURVEY CONTROL
 FL1629  ___________________________________________________________________
 FL1629* NAD 83(1993)-  35 31 57.30431(N)    101 00 58.29060(W)     ADJUSTED  
 FL1629* NAVD 88     -       996.     (meters)    3268.     (feet)  SCALED    
 FL1629  ___________________________________________________________________
 FL1629  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FL1629  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL1629
 FL1629  HORZ ORDER  -  FIRST
 FL1629
 FL1629.The horizontal coordinates were established by classical geodetic methods
 FL1629.and adjusted by the National Geodetic Survey in February 1996..
 FL1629
 FL1629.The orthometric height was scaled from a topographic map.
 FL1629
 FL1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1629
 FL1629.The geoid height was determined by GEOID03.
 FL1629
 FL1629;                    North         East     Units Scale Factor Converg.
 FL1629;SPC TX N     - 1,170,127.416   243,873.888   MT  0.99991287   +0 16 49.4
 FL1629;SPC TX N     - 3,838,993.03    800,109.58   sFT  0.99991287   +0 16 49.4
 FL1629;UTM  14      - 3,933,976.847   317,206.841   MT  1.00001177   -1 10 19.4
 FL1629
 FL1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1629!SPC TX N     -   0.99984777  x   0.99991287  =   0.99976065
 FL1629!UTM  14      -   0.99984777  x   1.00001177  =   0.99985953
 FL1629
 FL1629|---------------------------------------------------------------------|
 FL1629| PID    Reference Object                     Distance      Geod. Az  |
 FL1629|                                                           dddmmss.s |
 FL1629| CJ7242 PANDOR RM 3                           5.963 METERS 00230     |
 FL1629| FL2036 PAMPA RADIO STATION KPAT MAST       APPROX. 4.4 KM 0564517.9 |
 FL1629| FL2041 PAMPA CITY WATER TANK 2             APPROX. 5.5 KM 0774540.7 |
 FL1629| CJ7240 PANDOR RM 1                          29.569 METERS 07800     |
 FL1629| FL2037 PAMPA CITY WATER TANK 3             APPROX. 4.2 KM 0812750.6 |
 FL1629| FL2045 PAMPA CITY WATER TANK 1             APPROX. 4.9 KM 0870823.9 |
 FL1629| CJ7239 PANDOR AZ MK                                       0892620.0 |
 FL1629| FL2042 PAMPA PANHANDLE FISHER ELEV         APPROX. 4.7 KM 0972413.4 |
 FL1629| CJ7241 PANDOR RM 2                          33.430 METERS 21047     |
 FL1629|---------------------------------------------------------------------|
 FL1629
 FL1629                          SUPERSEDED SURVEY CONTROL
 FL1629
 FL1629  NAD 83(1993)-  35 31 57.30573(N)    101 00 58.28919(W) AD(       ) 1
 FL1629  NAD 83(1986)-  35 31 57.31018(N)    101 00 58.28013(W) AD(       ) 1
 FL1629  NAD 27      -  35 31 57.15000(N)    101 00 56.73600(W) AD(       ) 1
 FL1629
 FL1629.Superseded values are not recommended for survey control.
 FL1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1629.See file dsdata.txt to determine how the superseded data were derived.
 FL1629
 FL1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1720733977(NAD 83)
 FL1629_MARKER: DS = TRIANGULATION STATION DISK
 FL1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1629
 FL1629  HISTORY     - Date     Condition        Report By
 FL1629  HISTORY     - 1951     MONUMENTED       CGS
 FL1629  HISTORY     - 1965     MARK NOT FOUND   USGS
 FL1629  HISTORY     - 1967     GOOD             CGS
 FL1629
 FL1629                          STATION DESCRIPTION
 FL1629
 FL1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1629'STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 152,
 FL1629'ABOUT 2-1/2 MILES, AIRLINE, WEST OF PAMPA, ON THE PROPERTY
 FL1629'OF R.J. SAILOR WHO LIVES 1/2 MILE EAST OF THE STATION ON THE
 FL1629'SOUTH SIDE OF STATE HIGHWAY 152.
 FL1629'
 FL1629'STATION MARK, STAMPED PANDOR 1951, IS A STANDARD DISK SET IN
 FL1629'THE TOP OF A 10 INCH SQUARE CONCRETE POST 14 INCHES BELOW THE
 FL1629'SURFACE OF THE GROUND.  IT IS 88 FEET SOUTHEAST OF THE JUNCTION
 FL1629'OF THE HIGHWAY AND A DIRT ROAD AND 22 FEET SOUTH OF A WITNESS
 FL1629'POST AND A FENCE LINE.
 FL1629'
 FL1629'REFERENCE MARK NUMBER 1, STAMPED PANDOR NO 1 1951, IS A
 FL1629'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FL1629'POST THAT PROJECTS 4 INCHES AND IS AT STATION ELEVATION.  IT
 FL1629'IS 12 INCHES SOUTH OF THE FENCE LINE.
 FL1629'
 FL1629'REFERENCE MARK NUMBER 2, STAMPED PANDOR NO 2 1951, IS A
 FL1629'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FL1629'POST THAT PROJECTS 6 INCHES AND IS AT STATION ELEVATION.  IT
 FL1629'IS 18 FEET EAST OF THE CENTERLINE OF A DIRT ROAD.
 FL1629'
 FL1629'AZIMUTH MARK, STAMPED PANDOR 1951, IS A STANDARD DISK SET IN
 FL1629'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5
 FL1629'INCHES.  TO REACH FROM THE STATION, GO EAST ON STATE HIGHWAY
 FL1629'152 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH,
 FL1629'SIDE OF THE HIGHWAY AT A DIRT ROAD INTERSECTION.  IT IS 75
 FL1629'FEET SOUTHWEST OF THE JUNCTION OF THE HIGHWAY AND THE DIRT
 FL1629'ROAD AND 12 INCHES EAST OF A FENCE LINE.
 FL1629'
 FL1629'THE STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 FL1629'HIGHWAY 60 AND STATE HIGHWAY 152, WHICH IS AT THE SOUTHWEST
 FL1629'EDGE OF PAMPA, GO WEST ON STATE HIGHWAY 152, TOWARDS BORGER,
 FL1629'FOR 2.8 MILES TO A CATTLE GUARD ON THE LEFT AND THE STATION.
 FL1629'
 FL1629'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FL1629
 FL1629                          STATION RECOVERY (1965)
 FL1629
 FL1629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL1629'STATION AND REFERENCE MARKS SEARCHED FOR BUT NOT FOUND.  PROBABLY
 FL1629'DESTROYED WHEN COLLECTING OIL FIELD PIPELINES WERE LAID AT
 FL1629'THIS LOCATION.
 FL1629'
 FL1629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 FL1629'W OF PAMPA ALONG STATE HWY 152
 FL1629
 FL1629                          STATION RECOVERY (1967)
 FL1629
 FL1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FL1629'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 FL1629'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 FL1629'SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE MARK HAS BEEN
 FL1629'DESTROYED AS ITS LOCATION IS IN A CULTIVATED FIELD.  ONE NEW
 FL1629'REFERENCE MARK WAS SET.
 FL1629'
 FL1629'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 2-1/2
 FL1629'MILES WEST OF PAMPA, ALONG THE SOUTH SIDE OF STATE HIGHWAY
 FL1629'152, IN A CULTIVATED FIELD, AND ON LAND OWNED BY MR. R.J.
 FL1629'SAILOR.
 FL1629'
 FL1629'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 FL1629'STATE HIGHWAY 152 IN THE SOUTHWEST PART OF PAMPA, GO NORTH
 FL1629'ON STATE HIGHWAY 152, TOWARDS BORGER, FOR 0.5 MILE TO ALCOCK
 FL1629'STREET AND THE HIGHWAY TURNS LEFT.  TURN LEFT, WEST, AND FOLLOW
 FL1629'STATE HIGHWAY 152 FOR 2.0 MILES TO A CROSSROAD AND THE AZIMUTH
 FL1629'MARK IN THE SOUTHWEST ANGLE OF ROADS.  CONTINUE WEST ON THE
 FL1629'HIGHWAY FOR 0.5 MILE TO STATION ON THE LEFT.
 FL1629'
 FL1629'STATION MARK, A STANDARD DISK, STAMPED PANDOR 1951, IS SET
 FL1629'IN A SQUARE CONCRETE POST 14 INCHES BELOW THE SURFACE OF
 FL1629'GROUND.  IT IS 96 FEET NORTHEAST OF A POWER LINE POLE, 101
 FL1629'FEET EAST OF A SMALL METAL BUILDING, 75 FEET EAST OF THE CENTER
 FL1629'OF A FIELD ROAD, 70 FEET SOUTH OF THE CENTER LINE OF HIGHWAY,
 FL1629'AND 20.3 FEET SOUTH OF A METAL WITNESS POST.
 FL1629'
 FL1629'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED PANDOR 1951
 FL1629'NO 1 IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE
 FL1629'SURFACE OF GROUND.  IT IS 50 FEET SOUTH OF THE CENTER
 FL1629'LINE OF HIGHWAY, 140 FEET EAST OF A HIGH PRESSURE GAS LINE,
 FL1629'AND 93 FEET EAST OF A METAL WITNESS POST.
 FL1629'
 FL1629'REFERENCE MARK NO. 3 A STANDARD DISK, STAMPED PANDOR 1951 NO 3
 FL1629'1967, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 FL1629'4 INCHES ABOVE GROUND.  IT IS 50 FEET SOUTH OF THE CENTER
 FL1629'LINE OF HIGHWAY, 46 FEET EAST OF THE HIGH PRESSURE GAS LINE,
 FL1629'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 FL1629'
 FL1629'AZIMUTH MARK A STANDARD DISK, STAMPED PANDOR 1951, IS SET
 FL1629'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES
 FL1629'ABOVE GROUND.  IT IS 75 FEET SOUTH OF THE CENTER LINE OF STATE
 FL1629'HIGHWAY 152, 29 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 FL1629'ROAD, 26 FEET SOUTH OF A CORNER FENCE POST, 4 FEET SOUTH OF A
 FL1629'4 IN X 4 IN WOODEN WITNESS POST, AND 1 FOOT NORTH OF A POWER
 FL1629'LINE POLE NUMBER 1503.
 FL1629'
 FL1629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 FL1629'SOUTHWEST OF PAMPA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0907 ***********************************************************************
 FL0907  DESIGNATION -  PANHANDLE
 FL0907  PID         -  FL0907
 FL0907  STATE/COUNTY-  TX/CARSON
 FL0907  USGS QUAD   -  PANHANDLE WEST (1966)
 FL0907
 FL0907                         *CURRENT SURVEY CONTROL
 FL0907  ___________________________________________________________________
 FL0907* NAD 83(1986)-  35 20 44.     (N)    101 22 53.     (W)     SCALED    
 FL0907* NAVD 88     -      1053.762  (meters)    3457.22   (feet)  ADJUSTED  
 FL0907  ___________________________________________________________________
 FL0907  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL0907  DYNAMIC HT  -        1052.527 (meters)    3453.17  (feet)  COMP
 FL0907  MODELED GRAV-     979,426.1   (mgal)                       NAVD 88
 FL0907
 FL0907  VERT ORDER  -  SECOND    CLASS 0
 FL0907
 FL0907.The horizontal coordinates were scaled from a topographic map and have
 FL0907.an estimated accuracy of +/- 6 seconds.
 FL0907
 FL0907.The orthometric height was determined by differential leveling
 FL0907.and adjusted by the National Geodetic Survey in June 1991..
 FL0907
 FL0907.The geoid height was determined by GEOID03.
 FL0907
 FL0907.The dynamic height is computed by dividing the NAVD 88
 FL0907.geopotential number by the normal gravity value computed on the
 FL0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0907.degrees latitude (g = 980.6199 gals.).
 FL0907
 FL0907.The modeled gravity was interpolated from observed gravity values.
 FL0907
 FL0907;                    North         East    Units  Estimated Accuracy
 FL0907;SPC TX N     - 1,149,280.      210,780.      MT  (+/- 180 meters Scaled)
 FL0907
 FL0907                          SUPERSEDED SURVEY CONTROL
 FL0907
 FL0907  NGVD 29 (??/??/92) 1053.266  (m)         3455.59   (f) ADJ UNCH    2 0
 FL0907
 FL0907.Superseded values are not recommended for survey control.
 FL0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0907.See file dsdata.txt to determine how the superseded data were derived.
 FL0907
 FL0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE835139(NAD 83)
 FL0907_MARKER: DB = BENCH MARK DISK
 FL0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0907_STAMPING: PANHANDLE 1934
 FL0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0907+STABILITY: SURFACE MOTION
 FL0907
 FL0907  HISTORY     - Date     Condition        Report By
 FL0907  HISTORY     - 1934     MONUMENTED       CGS
 FL0907  HISTORY     - 1943     GOOD             NGS
 FL0907
 FL0907                          STATION DESCRIPTION
 FL0907
 FL0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0907'IN PANHANDLE.
 FL0907'AT PANHANDLE, CARSON COUNTY, AT THE COURTHOUSE, 40 FEET EAST OF THE
 FL0907'SOUTH ENTRANCE, 14 FEET SOUTHEAST OF THE SOUTHEAST CORNER, JUST INSIDE
 FL0907'THE SIDEWALK AND SET IN THE TOP OF A CONCRETE POST.
 FL0907
 FL0907                          STATION RECOVERY (1943)
 FL0907
 FL0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1745 ***********************************************************************
 FL1745  DESIGNATION -  PANHANDLE CARSON CO CTHSE FLAG
 FL1745  PID         -  FL1745
 FL1745  STATE/COUNTY-  TX/CARSON
 FL1745  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1745
 FL1745                         *CURRENT SURVEY CONTROL
 FL1745  ___________________________________________________________________
 FL1745* NAD 83(1993)-  35 20 44.41452(N)    101 22 53.84659(W)     ADJUSTED  
 FL1745* NAVD 88     -                                                        
 FL1745  ___________________________________________________________________
 FL1745  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FL1745  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1745
 FL1745  HORZ ORDER  -  THIRD
 FL1745
 FL1745.The horizontal coordinates were established by classical geodetic methods
 FL1745.and adjusted by the National Geodetic Survey in February 1996..
 FL1745
 FL1745
 FL1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1745
 FL1745.The geoid height was determined by GEOID03.
 FL1745
 FL1745;                    North         East     Units Scale Factor Converg.
 FL1745;SPC TX N     - 1,149,290.509   210,759.729   MT  0.99991167   +0 04 07.0
 FL1745;SPC TX N     - 3,770,630.61    691,467.54   sFT  0.99991167   +0 04 07.0
 FL1745;UTM  14      - 3,913,980.848   283,569.987   MT  1.00017730   -1 22 42.0
 FL1745
 FL1745                          SUPERSEDED SURVEY CONTROL
 FL1745
 FL1745  NAD 83(1993)-  35 20 44.41794(N)    101 22 53.84326(W) AD(       ) 4
 FL1745  NAD 83(1986)-  35 20 44.42125(N)    101 22 53.83735(W) AD(       ) 4
 FL1745  NAD 27      -  35 20 44.24900(N)    101 22 52.23400(W) AD(       ) 3
 FL1745
 FL1745.Superseded values are not recommended for survey control.
 FL1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1745.See file dsdata.txt to determine how the superseded data were derived.
 FL1745
 FL1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8357013981(NAD 83)
 FL1745_MARKER: 62 = FLAGPOLE
 FL1745
 FL1745  HISTORY     - Date     Condition        Report By
 FL1745  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1745
 FL1745                          STATION DESCRIPTION
 FL1745
 FL1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1745'THE STATION IS LOCATED IN PANHANDLE ON MAIN STREET BETWEEN 5TH
 FL1745'AND 6TH STREETS.
 FL1745'
 FL1745'THE COURTHOUSE IS A MODERN BRICK BUILDING.  THE FLAGPOLE ON THE
 FL1745'TOP OF COURTHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1739 ***********************************************************************
 FL1739  DESIGNATION -  PANHANDLE EAST GRAIN ELEVATOR
 FL1739  PID         -  FL1739
 FL1739  STATE/COUNTY-  TX/CARSON
 FL1739  USGS QUAD   -  PANHANDLE EAST (1966)
 FL1739
 FL1739                         *CURRENT SURVEY CONTROL
 FL1739  ___________________________________________________________________
 FL1739* NAD 83(1993)-  35 20 29.78676(N)    101 22 30.21240(W)     ADJUSTED  
 FL1739* NAVD 88     -                                                        
 FL1739  ___________________________________________________________________
 FL1739  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FL1739  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1739
 FL1739  HORZ ORDER  -  THIRD
 FL1739
 FL1739.The horizontal coordinates were established by classical geodetic methods
 FL1739.and adjusted by the National Geodetic Survey in February 1996..
 FL1739
 FL1739
 FL1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1739
 FL1739.The geoid height was determined by GEOID03.
 FL1739
 FL1739;                    North         East     Units Scale Factor Converg.
 FL1739;SPC TX N     - 1,148,840.477   211,357.026   MT  0.99991176   +0 04 20.7
 FL1739;SPC TX N     - 3,769,154.13    693,427.18   sFT  0.99991176   +0 04 20.7
 FL1739;UTM  14      - 3,913,515.755   284,155.885   MT  1.00017418   -1 22 27.8
 FL1739
 FL1739                          SUPERSEDED SURVEY CONTROL
 FL1739
 FL1739  NAD 83(1993)-  35 20 29.79008(N)    101 22 30.20900(W) AD(       ) 4
 FL1739  NAD 83(1986)-  35 20 29.79358(N)    101 22 30.20321(W) AD(       ) 4
 FL1739  NAD 27      -  35 20 29.60500(N)    101 22 28.59400(W) AD(       ) 3
 FL1739
 FL1739.Superseded values are not recommended for survey control.
 FL1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1739.See file dsdata.txt to determine how the superseded data were derived.
 FL1739
 FL1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8415613516(NAD 83)
 FL1739_MARKER: 65 = GRAIN ELEVATOR
 FL1739
 FL1739  HISTORY     - Date     Condition        Report By
 FL1739  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1739
 FL1739                          STATION DESCRIPTION
 FL1739
 FL1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1739'STATION IS LOCATED IN PANHANDLE, ABOUT 100 YARDS EAST OF TEXAS
 FL1739'STATE HIGHWAY 117, AND ABOUT 250 YARDS NORTH OF U.S. HIGHWAY 60.
 FL1739'
 FL1739'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE.  THE CENTER OF THE
 FL1739'TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1747 ***********************************************************************
 FL1747  DESIGNATION -  PANHANDLE MUNICIPAL TANK
 FL1747  PID         -  FL1747
 FL1747  STATE/COUNTY-  TX/CARSON
 FL1747  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1747
 FL1747                         *CURRENT SURVEY CONTROL
 FL1747  ___________________________________________________________________
 FL1747* NAD 83(1993)-  35 20 28.55497(N)    101 22 47.56574(W)     ADJUSTED  
 FL1747* NAVD 88     -                                                        
 FL1747  ___________________________________________________________________
 FL1747  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FL1747  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1747
 FL1747  HORZ ORDER  -  THIRD
 FL1747
 FL1747.The horizontal coordinates were established by classical geodetic methods
 FL1747.and adjusted by the National Geodetic Survey in February 1996..
 FL1747
 FL1747
 FL1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1747
 FL1747.The geoid height was determined by GEOID03.
 FL1747
 FL1747;                    North         East     Units Scale Factor Converg.
 FL1747;SPC TX N     - 1,148,801.975   210,918.904   MT  0.99991177   +0 04 10.6
 FL1747;SPC TX N     - 3,769,027.81    691,989.77   sFT  0.99991177   +0 04 10.6
 FL1747;UTM  14      - 3,913,488.320   283,716.816   MT  1.00017652   -1 22 37.8
 FL1747
 FL1747                          SUPERSEDED SURVEY CONTROL
 FL1747
 FL1747  NAD 83(1993)-  35 20 28.55854(N)    101 22 47.56236(W) AD(       ) 4
 FL1747  NAD 83(1986)-  35 20 28.56175(N)    101 22 47.55649(W) AD(       ) 4
 FL1747  NAD 27      -  35 20 28.38700(N)    101 22 45.95500(W) AD(       ) 3
 FL1747
 FL1747.Superseded values are not recommended for survey control.
 FL1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1747.See file dsdata.txt to determine how the superseded data were derived.
 FL1747
 FL1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8371713488(NAD 83)
 FL1747_MARKER: 53 = ELEVATED TANK
 FL1747
 FL1747  HISTORY     - Date     Condition        Report By
 FL1747  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1747
 FL1747                          STATION DESCRIPTION
 FL1747
 FL1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1747'THE STATION IS LOCATED IN THE SOUTHWEST PART OF PANHANDLE
 FL1747'ABOUT 1/2 BLOCK NORTH OF THE RAILROAD TRACKS.
 FL1747'
 FL1747'THE TANK IS AN ELEVATED, SILVER, STEEL TANK ABOUT 150 FEET
 FL1747'HIGH AND IS THE MUNICIPAL WATER TANK.  TEH BALL ON TOP WAS
 FL1747'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2200 ***********************************************************************
 AN2200  DESIGNATION -  PANNA MARIA CHURCH SPIRE
 AN2200  PID         -  AN2200
 AN2200  STATE/COUNTY-  TX/KARNES
 AN2200  USGS QUAD   -  KARNES CITY (1987)
 AN2200
 AN2200                         *CURRENT SURVEY CONTROL
 AN2200  ___________________________________________________________________
 AN2200* NAD 83(1993)-  28 57 25.89098(N)    097 53 53.04823(W)     ADJUSTED  
 AN2200* NAVD 88     -                                                        
 AN2200  ___________________________________________________________________
 AN2200  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AN2200  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AN2200
 AN2200  HORZ ORDER  -  THIRD
 AN2200
 AN2200.The horizontal coordinates were established by classical geodetic methods
 AN2200.and adjusted by the National Geodetic Survey in February 1996..
 AN2200
 AN2200
 AN2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2200
 AN2200.The geoid height was determined by GEOID03.
 AN2200
 AN2200;                    North         East     Units Scale Factor Converg.
 AN2200;SPC TXSC     - 4,125,060.136   707,401.207   MT  0.99988483   +0 32 23.5
 AN2200;SPC TXSC     -13,533,634.80  2,320,865.46   sFT  0.99988483   +0 32 23.5
 AN2200;UTM  14      - 3,203,742.816   607,375.744   MT  0.99974228   +0 32 00.8
 AN2200
 AN2200                          SUPERSEDED SURVEY CONTROL
 AN2200
 AN2200  NAD 83(1986)-  28 57 25.89593(N)    097 53 53.03085(W) AD(       ) 4
 AN2200  NAD 27      -  28 57 24.99000(N)    097 53 52.02000(W) AD(       ) 3
 AN2200
 AN2200.Superseded values are not recommended for survey control.
 AN2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2200.See file dsdata.txt to determine how the superseded data were derived.
 AN2200
 AN2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0737603743(NAD 83)
 AN2200_MARKER: 90 = CHURCH SPIRE
 AN2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2200+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 AN2200
 AN2200  HISTORY     - Date     Condition        Report By
 AN2200  HISTORY     - 1905     FIRST OBSERVED   CGS
 AN2200  HISTORY     - 1935     GOOD             CGS
 AN2200  HISTORY     - 20040903 GOOD             USPSQD
 AN2200
 AN2200                          STATION DESCRIPTION
 AN2200
 AN2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AN2200'THIS SPIRE IS STILL STANDING UNCHANGED.
 AN2200
 AN2200                          STATION RECOVERY (2004)
 AN2200
 AN2200'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN2200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1112 ***********************************************************************
 CR1112  DESIGNATION -  PANOLA
 CR1112  PID         -  CR1112
 CR1112  STATE/COUNTY-  TX/PANOLA
 CR1112  USGS QUAD   -  OLD PANOLA (1983)
 CR1112
 CR1112                         *CURRENT SURVEY CONTROL
 CR1112  ___________________________________________________________________
 CR1112* NAD 83(1993)-  32 08 36.27063(N)    094 06 11.99338(W)     ADJUSTED  
 CR1112* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 CR1112  ___________________________________________________________________
 CR1112  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 CR1112  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CR1112
 CR1112  HORZ ORDER  -  SECOND
 CR1112
 CR1112.The horizontal coordinates were established by classical geodetic methods
 CR1112.and adjusted by the National Geodetic Survey in February 1996..
 CR1112
 CR1112.The orthometric height was scaled from a topographic map.
 CR1112
 CR1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1112
 CR1112.The geoid height was determined by GEOID03.
 CR1112
 CR1112;                    North         East     Units Scale Factor Converg.
 CR1112;SPC TXNC     - 2,061,546.370 1,014,684.841   MT  0.99999722   +2 23 52.5
 CR1112;SPC TXNC     - 6,763,590.05  3,329,011.85   sFT  0.99999722   +2 23 52.5
 CR1112;SPC LA N     -   183,332.306   848,749.702   MT  0.99992247   -0 50 51.7
 CR1112;SPC LA N     -   601,482.74  2,784,606.31   sFT  0.99992247   -0 50 51.7
 CR1112;UTM  15      - 3,556,864.710   395,944.166   MT  0.99973353   -0 35 13.5
 CR1112
 CR1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1112!SPC TXNC     -   0.99998681  x   0.99999722  =   0.99998403
 CR1112!SPC LA N     -   0.99998681  x   0.99992247  =   0.99990928
 CR1112!UTM  15      -   0.99998681  x   0.99973353  =   0.99972035
 CR1112
 CR1112:                Primary Azimuth Mark                     Grid Az
 CR1112:SPC TXNC     -  PANOLA AZ MK                             003 36 03.4
 CR1112:SPC LA N     -  PANOLA AZ MK                             006 50 47.6
 CR1112:UTM  15      -  PANOLA AZ MK                             006 35 09.4
 CR1112
 CR1112|---------------------------------------------------------------------|
 CR1112| PID    Reference Object                     Distance      Geod. Az  |
 CR1112|                                                           dddmmss.s |
 CR1112| CX6016 PANOLA AZ MK                                       0055955.9 |
 CR1112| CX6017 PANOLA RM 1                          28.624 METERS 08322     |
 CR1112| CR1116 DEADWOOD LOOKOUT TOWER              APPROX. 6.0 KM 2944828.6 |
 CR1112| CX6018 PANOLA RM 2                          26.998 METERS 34816     |
 CR1112|---------------------------------------------------------------------|
 CR1112
 CR1112                          SUPERSEDED SURVEY CONTROL
 CR1112
 CR1112  NAD 83(1986)-  32 08 36.27930(N)    094 06 11.98528(W) AD(       ) 2
 CR1112  NAD 27      -  32 08 35.69070(N)    094 06 11.29890(W) AD(       ) 2
 CR1112
 CR1112.Superseded values are not recommended for survey control.
 CR1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1112.See file dsdata.txt to determine how the superseded data were derived.
 CR1112
 CR1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR9594456865(NAD 83)
 CR1112_MARKER: DS = TRIANGULATION STATION DISK
 CR1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1112
 CR1112  HISTORY     - Date     Condition        Report By
 CR1112  HISTORY     - 1958     MONUMENTED       CGS
 CR1112  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR1112
 CR1112                          STATION DESCRIPTION
 CR1112
 CR1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1112'THE STATION IS LOCATED ON A PROMINENT TIMBERED HILL, THE
 CR1112'HIGHEST IN THE VICINITY, ABOUT 13.5 MILES EAST OF CARTHAGE,
 CR1112'13.0 MILES, AIRLINE, NORTH-NORTHWEST OF LOGANSPORT, LOUISIANA
 CR1112'AND 2.0 MILES, AIRLINE, EAST OF THE SMALL SETTLEMENT OF
 CR1112'DEADWOOD, TEXAS.  IT IS 142 FEET WEST-NORTHWEST OF THE
 CR1112'APPROXIMATE CENTER OF A REVERSE Y INTERSECTION, 44 FEET SOUTHWEST
 CR1112'OF THE APPROXIMATE CENTER OF A BLADED ROAD AND 7 FEET
 CR1112'NORTHEAST OF A WHITE WITNESS POST.
 CR1112'
 CR1112'THE STATION MARK, A STANDARD DISK STAMPED PANOLA 1958, IS
 CR1112'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1112'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1112'
 CR1112'REFERENCE MARK NO 1, A STANDARD DISK STAMPED PANOLA NO 1 1958,
 CR1112'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1112'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 88
 CR1112'FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A REVERSE
 CR1112'Y-FORK INTERSECTION AND 27 FEET NORTHEAST OF THE APPROXIMATE
 CR1112'CENTER OF A BLADED ROAD.
 CR1112'
 CR1112'REFERENCE MARK NO 2, A STANDARD DISK STAMPED PANOLA NO 2
 CR1112'1958, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST
 CR1112'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1112'IT IS 23 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A BLADED
 CR1112'ROAD AND 3 FEET SOUTHWEST OF A 10-INCH ASH TREE.
 CR1112'
 CR1112'THE AZIMUTH MARK, A STANDARD DISK STAMPED PANOLA 1958, IS
 CR1112'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1112'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 125
 CR1112'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A BLADED ROAD,
 CR1112'8 FEET NORTHEAST OF THE APPROXIMATE CENTER OF AN OLD DRIVEWAY,
 CR1112'3 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST
 CR1112'OF A FENCE LINE.
 CR1112'
 CR1112'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY
 CR1112'79, U.S. HIGHWAY 59 AND STATE HIGHWAY 149 AT THE SOUTHEAST
 CR1112'CORNER OF THE SQUARE IN CARTHAGE, TEXAS GO EAST-NORTHEAST
 CR1112'OF U.S. HIGHWAY 79 FOR 9.0 MILES TO THE JUNCTION OF FARM
 CR1112'ROAD 123.  TURN RIGHT, EAST, ON FARM ROAD 123 AND GO 2.95
 CR1112'MILES TO THE JUNCTION OF FARM ROAD 31.  TURN RIGHT ON FARM
 CR1112'ROAD 31 AND GO SOUTH FOR 7.0 MILE TO A CROSSROAD AT THE
 CR1112'SMALL SETTLEMENT OF DEADWOOD.  CONTINUE SOUTH ON FARM ROAD 31
 CR1112'FOR 0.25 MILE TO A Y-FORK.  TAKE THE LEFT FORK, A GRAVELED
 CR1112'ROAD, AND GO 0.7 MILE TO A REVERSE Y.  TAKE THE LEFT FORK
 CR1112'AND GO 0.8 MILE TO A T-ROAD, A GROCERY STORE AND SERVICE
 CR1112'STATION ON THE LEFT.  TURN LEFT ON A BLADED ROAD AND GO
 CR1112'EAST-NORTHEAST FOR 2.05 MILES TO A DRIVEWAY AND THE
 CR1112'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 CR1112'EAST-NORTHEAST ON THE BLADED ROAD FOR 0.15 MILE TO A
 CR1112'SIDE ROAD ON THE RIGHT AND A PUMP STATION ON THE LEFT.
 CR1112'TURN RIGHT ON A BLADED ROAD AND GO SOUTHERLY THROUGH THE
 CR1112'WOODS FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 CR1112'0.25 MILE ON THE MAIN TRAVELED ROAD TO A REVERSE Y-FORK
 CR1112'AND THE STATION ON THE RIGHT AS DESCRIBED.
 CR1112'
 CR1112'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1112
 CR1112                          STATION RECOVERY (1998)
 CR1112
 CR1112'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1107 ***********************************************************************
 CR1107  DESIGNATION -  PANOLA UNITED GAS PLINE LGE TK
 CR1107  PID         -  CR1107
 CR1107  STATE/COUNTY-  TX/PANOLA
 CR1107  USGS QUAD   -  PANOLA (1976)
 CR1107
 CR1107                         *CURRENT SURVEY CONTROL
 CR1107  ___________________________________________________________________
 CR1107* NAD 83(1993)-  32 21 13.93884(N)    094 05 33.96793(W)     ADJUSTED  
 CR1107* NAVD 88     -                                                        
 CR1107  ___________________________________________________________________
 CR1107  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CR1107  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CR1107
 CR1107  HORZ ORDER  -  THIRD
 CR1107
 CR1107.The horizontal coordinates were established by classical geodetic methods
 CR1107.and adjusted by the National Geodetic Survey in February 1996..
 CR1107
 CR1107
 CR1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1107
 CR1107.The geoid height was determined by GEOID03.
 CR1107
 CR1107;                    North         East     Units Scale Factor Converg.
 CR1107;SPC TXNC     - 2,084,905.427 1,014,701.718   MT  0.99994622   +2 24 13.2
 CR1107;SPC TXNC     - 6,840,227.22  3,329,067.22   sFT  0.99994622   +2 24 13.2
 CR1107;SPC LA N     -   206,652.035   850,089.035   MT  0.99994362   -0 50 31.6
 CR1107;SPC LA N     -   677,990.88  2,789,000.44   sFT  0.99994362   -0 50 31.6
 CR1107;UTM  15      - 3,580,185.589   397,177.854   MT  0.99973037   -0 35 05.4
 CR1107
 CR1107                          SUPERSEDED SURVEY CONTROL
 CR1107
 CR1107  NAD 83(1993)-  32 21 13.94232(N)    094 05 33.96389(W) AD(       ) 4
 CR1107  NAD 83(1986)-  32 21 13.94844(N)    094 05 33.95801(W) AD(       ) 4
 CR1107  NAD 27      -  32 21 13.38000(N)    094 05 33.28100(W) AD(       ) 3
 CR1107
 CR1107.Superseded values are not recommended for survey control.
 CR1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1107.See file dsdata.txt to determine how the superseded data were derived.
 CR1107
 CR1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR9717880186(NAD 83)
 CR1107_MARKER: 53 = ELEVATED TANK
 CR1107
 CR1107  HISTORY     - Date     Condition        Report By
 CR1107  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1107  HISTORY     - 1963     GOOD             CGS
 CR1107  HISTORY     - 19980221 GOOD             USPSQD
 CR1107
 CR1107                          STATION DESCRIPTION
 CR1107
 CR1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1107'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF PANOLA.  IT
 CR1107'IS A 4-LEGGED STEEL STRUCTURE, COLORED SILVER AND IS ABOUT 60
 CR1107'FEET IN OVER-ALL HEIGHT.  THE TOP AND CENTER WAS THE POINT
 CR1107'INTERSECTED.
 CR1107
 CR1107                          STATION RECOVERY (1963)
 CR1107
 CR1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CR1107'RECOVERED AS DESCRIBED
 CR1107
 CR1107                          STATION RECOVERY (1998)
 CR1107
 CR1107'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1761 ***********************************************************************
 FL1761  DESIGNATION -  PANTEX
 FL1761  PID         -  FL1761
 FL1761  STATE/COUNTY-  TX/POTTER
 FL1761  USGS QUAD   -  MAYER (1973)
 FL1761
 FL1761                         *CURRENT SURVEY CONTROL
 FL1761  ___________________________________________________________________
 FL1761* NAD 83(1993)-  35 19 24.90848(N)    101 38 47.39907(W)     ADJUSTED  
 FL1761* NAVD 88     -      1095.     (meters)    3593.     (feet)  SCALED    
 FL1761  ___________________________________________________________________
 FL1761  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FL1761  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1761
 FL1761  HORZ ORDER  -  FIRST
 FL1761
 FL1761.The horizontal coordinates were established by classical geodetic methods
 FL1761.and adjusted by the National Geodetic Survey in February 1996..
 FL1761
 FL1761.The orthometric height was scaled from a topographic map.
 FL1761
 FL1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1761
 FL1761.The geoid height was determined by GEOID03.
 FL1761
 FL1761;                    North         East     Units Scale Factor Converg.
 FL1761;SPC TX N     - 1,146,843.892   186,680.343   MT  0.99991222   -0 05 05.6
 FL1761;SPC TX N     - 3,762,603.67    612,467.09   sFT  0.99991222   -0 05 05.6
 FL1761;UTM  14      - 3,912,142.243   259,428.497   MT  1.00031329   -1 31 51.3
 FL1761
 FL1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1761!SPC TX N     -   0.99983237  x   0.99991222  =   0.99974460
 FL1761!UTM  14      -   0.99983237  x   1.00031329  =   1.00014561
 FL1761
 FL1761|---------------------------------------------------------------------|
 FL1761| PID    Reference Object                     Distance      Geod. Az  |
 FL1761|                                                           dddmmss.s |
 FL1761| CJ7245 PANTEX RM 2                          32.975 METERS 03454     |
 FL1761| FL1753 RADIO STATION KGNC CENTER MAST      APPROX.13.4 KM 0371417.4 |
 FL1761| FL1757 PANTEX VILLAGE E STANDPIPE          APPROX. 6.6 KM 0933142.4 |
 FL1761| FL1784 ENGLISH FIELD N SIDE W SPIPE        APPROX. 8.7 KM 1923114.8 |
 FL1761| CJ7243 PANTEX AZ MK                                       2703024.4 |
 FL1761| CJ7244 PANTEX RM 1                          33.267 METERS 32604     |
 FL1761|---------------------------------------------------------------------|
 FL1761
 FL1761                          SUPERSEDED SURVEY CONTROL
 FL1761
 FL1761  NAD 83(1993)-  35 19 24.91362(N)    101 38 47.39312(W) AD(       ) 1
 FL1761  NAD 83(1986)-  35 19 24.91560(N)    101 38 47.38990(W) AD(       ) 1
 FL1761  NAD 27      -  35 19 24.73500(N)    101 38 45.74900(W) AD(       ) 1
 FL1761
 FL1761.Superseded values are not recommended for survey control.
 FL1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1761.See file dsdata.txt to determine how the superseded data were derived.
 FL1761
 FL1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5942812142(NAD 83)
 FL1761_MARKER: DS = TRIANGULATION STATION DISK
 FL1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1761
 FL1761  HISTORY     - Date     Condition        Report By
 FL1761  HISTORY     - 1951     MONUMENTED       CGS
 FL1761  HISTORY     - 1956     GOOD             CGS
 FL1761  HISTORY     - 1966     GOOD             LOCSUR
 FL1761
 FL1761                          STATION DESCRIPTION
 FL1761
 FL1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1761'STATION IS LOCATED ABOUT, AIRLINE, 13 MILES NORTHEAST OF
 FL1761'AMARILLO, 3 MILES NORTHWEST OF THE PANTEX ORDINANCE PLANT,
 FL1761'1-1/2 MILES WEST OF THE POTTER-CARSON COUNTY LINE AND ON THE
 FL1761'SOUTH RIGHT-OF-WAY OF A FARM ROAD.
 FL1761'
 FL1761'STATION MARK, STAMPED PANTEX 1951, IS A STANDARD DISK SET
 FL1761'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1761'3 INCHES.  IT IS 59 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 FL1761'23 FEET NORTH OF THE CENTERLINE OF THE RAILROAD AND 3.4 FEET
 FL1761'NORTH OF A WITNESS POST.
 FL1761'
 FL1761'REFERENCE MARK NUMBER 1, STAMPED PANTEX NO 1 1951, IS A STANDARD
 FL1761'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1761'PROJECTS 4 INCHES AND IS 12 INCHES LOWER IN ELEVATION THAN
 FL1761'THE STATION MARK.  IT IS 33 FEET NORTH OF THE CENTERLINE OF
 FL1761'THE ROAD AND 18 INCHES SOUTH OF THE FENCE LINE.
 FL1761'
 FL1761'REFERENCE MARK NUMBER 2, STAMPED PANTEX NO 2 1951, IS A STANDARD
 FL1761'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1761'PROJECTS 4 INCHES AND IS 12 INCHES LOWER IN ELEVATION THAN
 FL1761'THE STATION MARK.  IT IS 33 FEET NORTH OF THE CENTERLINE OF
 FL1761'THE ROAD AND 14 INCHES SOUTH OF THE FENCE LINE.
 FL1761'
 FL1761'AZIMUTH MARK, STAMPED PANTEX 1951, IS A STANDARD DISK SET IN
 FL1761'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL1761'TO REACH FROM THE STATION, GO WEST ON THE PAVED ROAD FOR 0.5
 FL1761'MILE TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.  IT IS
 FL1761'33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF
 FL1761'THE CENTERLINE OF THE RAILROAD TRACKS AND 3 FEET SOUTH OF A
 FL1761'TELEPHONE POLE.
 FL1761'
 FL1761'THE STATION IS REACHED AS FOLLOWS--FROM THE COURTHOUSE IN
 FL1761'AMARILLO GO NORTH ON U.S. HIGHWAY 60 FOR 1.0 MILE TO THE JUNCTION
 FL1761'OF HIGHWAYS WHERE U.S. HIGHWAY 60 TURNS EAST.  TURN RIGHT ON
 FL1761'HIGHWAY 60 AND GO 2.7 MILES.  TURN LEFT ON STATE ROUTE 136 AND
 FL1761'GO 10.2 MILES TO A DIAGONAL CROSSROAD.  TURN RIGHT ON PAVED
 FL1761'ROAD AND GO 1.0 MILE TO THE STATION ON THE RIGHT.
 FL1761'
 FL1761'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FL1761
 FL1761                          STATION RECOVERY (1956)
 FL1761
 FL1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1761'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1761'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL1761'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL1761
 FL1761                          STATION RECOVERY (1966)
 FL1761
 FL1761'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 FL1761'RECOVERED BY--BUCE AND GUN INC DALLAS
 FL1761'
 FL1761'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FL1761'THE DISK HAS BEEN TORN OUT OF THE AZIMUTH MARK PROBABLY BY
 FL1761'ROAD MACHINERY.
 FL1761'
 FL1761'THE DIRECTIONS FOR PROCEEDING TO THE STATION ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1757 ***********************************************************************
 FL1757  DESIGNATION -  PANTEX VILLAGE E STANDPIPE
 FL1757  PID         -  FL1757
 FL1757  STATE/COUNTY-  TX/CARSON
 FL1757  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1757
 FL1757                         *CURRENT SURVEY CONTROL
 FL1757  ___________________________________________________________________
 FL1757* NAD 83(1993)-  35 19 11.56391(N)    101 34 24.91134(W)     ADJUSTED  
 FL1757* NAVD 88     -                                                        
 FL1757  ___________________________________________________________________
 FL1757  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FL1757  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1757
 FL1757  HORZ ORDER  -  THIRD
 FL1757
 FL1757.The horizontal coordinates were established by classical geodetic methods
 FL1757.and adjusted by the National Geodetic Survey in February 1996..
 FL1757
 FL1757
 FL1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1757
 FL1757.The geoid height was determined by GEOID03.
 FL1757
 FL1757;                    North         East     Units Scale Factor Converg.
 FL1757;SPC TX N     - 1,146,425.291   193,309.259   MT  0.99991233   -0 02 33.5
 FL1757;SPC TX N     - 3,761,230.31    634,215.46   sFT  0.99991233   -0 02 33.5
 FL1757;UTM  14      - 3,911,556.275   266,047.264   MT  1.00027458   -1 29 18.9
 FL1757
 FL1757                          SUPERSEDED SURVEY CONTROL
 FL1757
 FL1757  NAD 83(1993)-  35 19 11.56882(N)    101 34 24.90667(W) AD(       ) 4
 FL1757  NAD 83(1986)-  35 19 11.57125(N)    101 34 24.90173(W) AD(       ) 4
 FL1757  NAD 27      -  35 19 11.39300(N)    101 34 23.26900(W) AD(       ) 3
 FL1757
 FL1757.Superseded values are not recommended for survey control.
 FL1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1757.See file dsdata.txt to determine how the superseded data were derived.
 FL1757
 FL1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6604711556(NAD 83)
 FL1757_MARKER: 52 = STANDPIPE TANK
 FL1757
 FL1757  HISTORY     - Date     Condition        Report By
 FL1757  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1757
 FL1757                          STATION DESCRIPTION
 FL1757
 FL1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1757'STATION IS LOCATED ABOUT 16-1/2 MILES, AIRLINE, NORTHEAST OF
 FL1757'AMARILLO, 1-1/2 MILES NORTH NORTHEAST OF PANTEX VILLAGE, AND
 FL1757'ABOUT 1-1/2 MILES EAST OF BOUNDARY OF U.S. GOVERNMENT PROPERTY.
 FL1757'
 FL1757'THE STANDPIPE IS OF CONCRETE CONSTRUCTION AND IS ABOUT 60
 FL1757'FEET HIGH.  IT IS ABOUT 1 MILE EAST OF A SIMILAR STANDPIPE.
 FL1757'THE CENTER OF TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1755 ***********************************************************************
 FL1755  DESIGNATION -  PANTEX VILLAGE RADIO MAST
 FL1755  PID         -  FL1755
 FL1755  STATE/COUNTY-  TX/CARSON
 FL1755  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1755
 FL1755                         *CURRENT SURVEY CONTROL
 FL1755  ___________________________________________________________________
 FL1755* NAD 83(1993)-  35 17 29.33716(N)    101 36 44.07135(W)     ADJUSTED  
 FL1755* NAVD 88     -                                                        
 FL1755  ___________________________________________________________________
 FL1755  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 FL1755  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL1755
 FL1755  HORZ ORDER  -  THIRD
 FL1755
 FL1755.The horizontal coordinates were established by classical geodetic methods
 FL1755.and adjusted by the National Geodetic Survey in February 1996..
 FL1755
 FL1755
 FL1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1755
 FL1755.The geoid height was determined by GEOID03.
 FL1755
 FL1755;                    North         East     Units Scale Factor Converg.
 FL1755;SPC TX N     - 1,143,278.407   189,790.985   MT  0.99991330   -0 03 54.2
 FL1755;SPC TX N     - 3,750,905.91    622,672.59   sFT  0.99991330   -0 03 54.2
 FL1755;UTM  14      - 3,908,498.000   262,449.393   MT  1.00029549   -1 30 35.6
 FL1755
 FL1755                          SUPERSEDED SURVEY CONTROL
 FL1755
 FL1755  NAD 83(1993)-  35 17 29.34277(N)    101 36 44.06596(W) AD(       ) 4
 FL1755  NAD 83(1986)-  35 17 29.34450(N)    101 36 44.06179(W) AD(       ) 4
 FL1755  NAD 27      -  35 17 29.16300(N)    101 36 42.42300(W) AD(       ) 3
 FL1755
 FL1755.Superseded values are not recommended for survey control.
 FL1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1755.See file dsdata.txt to determine how the superseded data were derived.
 FL1755
 FL1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6244908498(NAD 83)
 FL1755_MARKER: 42 = RADIO/TV MAST
 FL1755
 FL1755  HISTORY     - Date     Condition        Report By
 FL1755  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1755
 FL1755                          STATION DESCRIPTION
 FL1755
 FL1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1755'STATION IS LOCATED ABOUT 14-1/2 MILES, AIRLINE, NORTHEAST OF
 FL1755'AMARILLO, 1/2 MILE NORTH OF PANTEX VILLAGE ON THE PROPERTY
 FL1755'LEASED BY PANTECH FARMS (LUBBOCK COLLEGE EXPERIMENTAL FARMS).
 FL1755'IT IS ABOUT 1/4 MILE NORTH OF THE SOUTH GATE OF THE FARMS.
 FL1755'
 FL1755'THE MAST IS A STEEL STRUCTURE THAT IS ABOUT 150 HIGH.
 FL1755'THE RADIO STATION IS INACTIVE.
 FL1755'
 FL1755'THE CENTER OF TOP OF MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1754 ***********************************************************************
 FL1754  DESIGNATION -  PANTEX VILLAGE W STANDPIPE
 FL1754  PID         -  FL1754
 FL1754  STATE/COUNTY-  TX/CARSON
 FL1754  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1754
 FL1754                         *CURRENT SURVEY CONTROL
 FL1754  ___________________________________________________________________
 FL1754* NAD 83(1993)-  35 19 04.73458(N)    101 36 29.49628(W)     ADJUSTED  
 FL1754* NAVD 88     -                                                        
 FL1754  ___________________________________________________________________
 FL1754  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 FL1754  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL1754
 FL1754  HORZ ORDER  -  THIRD
 FL1754
 FL1754.The horizontal coordinates were established by classical geodetic methods
 FL1754.and adjusted by the National Geodetic Survey in February 1996..
 FL1754
 FL1754
 FL1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1754
 FL1754.The geoid height was determined by GEOID03.
 FL1754
 FL1754;                    North         East     Units Scale Factor Converg.
 FL1754;SPC TX N     - 1,146,217.732   190,162.446   MT  0.99991239   -0 03 45.7
 FL1754;SPC TX N     - 3,760,549.34    623,891.29   sFT  0.99991239   -0 03 45.7
 FL1754;UTM  14      - 3,911,428.138   262,895.046   MT  1.00029288   -1 30 30.7
 FL1754
 FL1754                          SUPERSEDED SURVEY CONTROL
 FL1754
 FL1754  NAD 83(1993)-  35 19 04.73967(N)    101 36 29.49099(W) AD(       ) 4
 FL1754  NAD 83(1986)-  35 19 04.74197(N)    101 36 29.48671(W) AD(       ) 4
 FL1754  NAD 27      -  35 19 04.56100(N)    101 36 27.85300(W) AD(       ) 3
 FL1754
 FL1754.Superseded values are not recommended for survey control.
 FL1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1754.See file dsdata.txt to determine how the superseded data were derived.
 FL1754
 FL1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6289511428(NAD 83)
 FL1754_MARKER: 52 = STANDPIPE TANK
 FL1754
 FL1754  HISTORY     - Date     Condition        Report By
 FL1754  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1754
 FL1754                          STATION DESCRIPTION
 FL1754
 FL1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1754'STATION IS LOCATED ABOUT 15-1/2 MILES, AIRLINE, NORTHEAST OF
 FL1754'AMARILLO, 1 MILE NORTH OF PANTEX VILLAGE, AND ABOUT 1/2 MILE
 FL1754'WEST OF THE EAST BOUNDARY OF U.S. GOVERNMENT PROPERTY STATION
 FL1754'IS ON.
 FL1754'
 FL1754'THE STANDPIPE IS OF CONCRETE CONSTRUCTION AND IS ABOUT 60
 FL1754'FEET HIGH.  IT IS ABOUT 1 MILE WEST OF A SIMILAR STANDPIPE.
 FL1754'THE CENTER OF THE TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0724 ***********************************************************************
 BN0724  DESIGNATION -  PANTHER
 BN0724  PID         -  BN0724
 BN0724  STATE/COUNTY-  TX/MASON
 BN0724  USGS QUAD   -  PANTHER CREEK (1967)
 BN0724
 BN0724                         *CURRENT SURVEY CONTROL
 BN0724  ___________________________________________________________________
 BN0724* NAD 83(1993)-  30 31 10.42971(N)    099 11 24.71865(W)     ADJUSTED  
 BN0724* NAVD 88     -       630.     (meters)    2067.     (feet)  SCALED    
 BN0724  ___________________________________________________________________
 BN0724  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 BN0724  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BN0724
 BN0724  HORZ ORDER  -  FIRST
 BN0724
 BN0724.The horizontal coordinates were established by classical geodetic methods
 BN0724.and adjusted by the National Geodetic Survey in February 1996..
 BN0724
 BN0724.The orthometric height was scaled from a topographic map.
 BN0724
 BN0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0724
 BN0724.The geoid height was determined by GEOID03.
 BN0724
 BN0724;                    North         East     Units Scale Factor Converg.
 BN0724;SPC TX C     - 3,095,112.229   809,706.589   MT  0.99991687   +0 35 19.6
 BN0724;SPC TX C     -10,154,547.37  2,656,512.37   sFT  0.99991687   +0 35 19.6
 BN0724;UTM  14      - 3,376,374.895   481,751.981   MT  0.99960411   -0 05 47.7
 BN0724
 BN0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0724!SPC TX C     -   0.99990453  x   0.99991687  =   0.99982141
 BN0724!UTM  14      -   0.99990453  x   0.99960411  =   0.99950868
 BN0724
 BN0724|---------------------------------------------------------------------|
 BN0724| PID    Reference Object                     Distance      Geod. Az  |
 BN0724|                                                           dddmmss.s |
 BN0724| CV5043 PANTHER RM 1                         25.499 METERS 01837     |
 BN0724| CV5044 PANTHER RM 2                          9.981 METERS 11043     |
 BN0724| CV5045 PANTHER RM 3                         13.273 METERS 20247     |
 BN0724| BN0725 SMITH                               APPROX.20.8 KM 3481915.2 |
 BN0724|---------------------------------------------------------------------|
 BN0724
 BN0724                          SUPERSEDED SURVEY CONTROL
 BN0724
 BN0724  NAD 83(1986)-  30 31 10.44003(N)    099 11 24.70583(W) AD(       ) 1
 BN0724  NAD 27      -  30 31 09.76500(N)    099 11 23.52100(W) AD(       ) 1
 BN0724
 BN0724.Superseded values are not recommended for survey control.
 BN0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0724.See file dsdata.txt to determine how the superseded data were derived.
 BN0724
 BN0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8175276375(NAD 83)
 BN0724_MARKER: DS = TRIANGULATION STATION DISK
 BN0724_SETTING: 66 = SET IN ROCK OUTCROP
 BN0724_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0724
 BN0724  HISTORY     - Date     Condition        Report By
 BN0724  HISTORY     - 1935     MONUMENTED       CGS
 BN0724
 BN0724                          STATION DESCRIPTION
 BN0724
 BN0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0724'STATION IS ABOUT 11-3/4 MILES WSW OF LOYAL VALLEY AND 16-1/2
 BN0724'MILES SE FROM MASON, AND ABOUT 1 MILE N OF THE GILLESPIE-MASON
 BN0724'COUNTY LINE, ON THE SUMMIT OF THE HIGHEST POINT OF A GROUP
 BN0724'OF HILLS SET APART FROM THE MAIN MOUNTAINS TO THE S, ABOUT
 BN0724'1-1/4 MILES S OF THE SALT CREEK ROAD, NEAR THE HEADWATERS
 BN0724'OF PANTHER CREEK.  THE POINT IS JUST E OF A LARGE HOLLOW.
 BN0724'MARK IS PLACED ON HIGHEST POINT OF HILL.
 BN0724'
 BN0724'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 BN0724'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BN0724'
 BN0724'TO REACH STATION FROM THE SE CORNER OF THE COURTHOUSE IN
 BN0724'MASON, GO SE ON U.S. HIGHWAY 385, FOR 11.2 MILES TO A SIDE
 BN0724'ROAD ABOUT 100 YARDS BEFORE REACHING STEEL BRIDGE, TURN RIGHT
 BN0724'THRU CATTLE GUARD AND GO 3.15 MILES TO CROSSROADS, CONTINUE
 BN0724'STRAIGHT AHEAD AND GO 1.2 MILES TO JOGGED CROSSROADS AT TOWN
 BN0724'OF HILDA, BEAR RIGHT AND FOLLOW MAIN ROAD FOR 1.9 MILES
 BN0724'TO STUCCO HOUSE, KEEP LEFT ON MAIN ROAD FOR 0.7 MILE TO A
 BN0724'LARGE STONE AND FRAME HOUSE, KEEP MAIN ROAD AROUND HOUSE
 BN0724'AND THRU GATE AND FOLLOW MAIN ROAD FOR 3.65 MILES TO WHERE
 BN0724'MAIN ROAD MAKES A TURN TO THE RIGHT KEEP STRAIGHT AHEAD ON
 BN0724'SIDE ROAD UNDER POWER LINE AND GO 0.25 MILE TO A ONE STORY,
 BN0724'STONE, HOME, OF MR. EUGENE GEISTWEIDT.  HILL CAN BE SEEN
 BN0724'FROM HOUSE, S 11 DEG E ABOUT 1 MILE DISTANT.
 BN0724'
 BN0724'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1166 ***********************************************************************
 CA1166  DESIGNATION -  PANTHER
 CA1166  PID         -  CA1166
 CA1166  STATE/COUNTY-  TX/COLEMAN
 CA1166  USGS QUAD   -  BEAD MOUNTAIN (1987)
 CA1166
 CA1166                         *CURRENT SURVEY CONTROL
 CA1166  ___________________________________________________________________
 CA1166* NAD 83(1993)-  31 39 40.18219(N)    099 32 44.52300(W)     ADJUSTED  
 CA1166* NAVD 88     -       548.8    (meters)    1801.     (feet)  VERTCON   
 CA1166  ___________________________________________________________________
 CA1166  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CA1166  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 CA1166
 CA1166  HORZ ORDER  -  SECOND
 CA1166
 CA1166.The horizontal coordinates were established by classical geodetic methods
 CA1166.and adjusted by the National Geodetic Survey in February 1996..
 CA1166
 CA1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1166
 CA1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1166
 CA1166.The geoid height was determined by GEOID03.
 CA1166
 CA1166;                    North         East     Units Scale Factor Converg.
 CA1166;SPC TX C     - 3,221,370.387   774,693.752   MT  0.99994787   +0 24 20.4
 CA1166;SPC TX C     -10,568,779.34  2,541,641.08   sFT  0.99994787   +0 24 20.4
 CA1166;UTM  14      - 3,503,008.345   448,266.632   MT  0.99963301   -0 17 11.2
 CA1166
 CA1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1166!SPC TX C     -   0.99991779  x   0.99994787  =   0.99986566
 CA1166!UTM  14      -   0.99991779  x   0.99963301  =   0.99955083
 CA1166
 CA1166|---------------------------------------------------------------------|
 CA1166| PID    Reference Object                     Distance      Geod. Az  |
 CA1166|                                                           dddmmss.s |
 CA1166| CV5046 PANTHER RM 1                         12.366 METERS 01324     |
 CA1166| CV5047 PANTHER RM 2                         14.155 METERS 25750     |
 CA1166| CA1165 BEAD                                APPROX.10.0 KM 3372706.2 |
 CA1166|---------------------------------------------------------------------|
 CA1166
 CA1166                          SUPERSEDED SURVEY CONTROL
 CA1166
 CA1166  NAD 83(1986)-  31 39 40.18989(N)    099 32 44.50867(W) AD(       ) 2
 CA1166  NAD 27      -  31 39 39.64714(N)    099 32 43.26472(W) AD(       ) 2
 CA1166  NGVD 29 (07/19/86)  548.7    (m)         1800.     (f) VERT ANG       
 CA1166
 CA1166.Superseded values are not recommended for survey control.
 CA1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1166.See file dsdata.txt to determine how the superseded data were derived.
 CA1166
 CA1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA4826703008(NAD 83)
 CA1166_MARKER: DS = TRIANGULATION STATION DISK
 CA1166_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1166+WITH SETTING: INFORMATION.
 CA1166_SP_SET: PREFABRICATED CONCRETE POST
 CA1166
 CA1166  HISTORY     - Date     Condition        Report By
 CA1166  HISTORY     - 1967     MONUMENTED       CGS
 CA1166
 CA1166                          STATION DESCRIPTION
 CA1166
 CA1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (IGT)
 CA1166'THE STATION IS LOCATED ABOUT 6.7 MILES SOUTH AND 0.3 MILE EAST
 CA1166'OF VALERA, ABOUT 3.5 MILES NORTH AND 0.7 MILE EAST OF VOSS
 CA1166'VILAGE, ABOUT 0.2 MILE EAST OF FARM ROAD 503, CENTERED ATOP
 CA1166'A FINGER-LIKE RIDGE POINTING SOUTH, ABOUT 70 FEET NORTH
 CA1166'OF THE SOUTH RIM, 5.0 FEET NORTH OF A STEEL WITNESS POST.
 CA1166'
 CA1166'TO REACH FROM VALERA, FOLLOW SOUTH ALONG FARM ROAD 503 FROM
 CA1166'THE INTERSECTION OF U.S. HIGHWAY 67 AND FARM ROAD 503 FOR 5.3
 CA1166'MILES TO A METAL GATE ON THE LEFT (EAST).  PASS THROUGH THE
 CA1166'GATE, TURN SOUTH AND FOLLOW THE EAST HIGHWAY RIGHT-OF-WAY
 CA1166'FENCE FOR ABOUT 1.1 MILES.  BEAR SLIGHTLY LEFT AND FOLLOW
 CA1166'DIM TRAIL TO END OF THE SHARP POINTED RIDGE AND THE STATION.
 CA1166'
 CA1166'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER STEEL
 CA1166'ROD DRIVEN TO REFUSAL (1.5 FEET), CENTERED IN A 6 INCH DIAMETER
 CA1166'PLASTIC CASING 12 INCHES LONG, FILLED WITH CONCRETE.  THE TABLET
 CA1166'IS SET FLUSH WITH THE GROUND AND IS STAMPED PANTHER ET 1967.
 CA1166'
 CA1166'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE TABLET CRIMPED
 CA1166'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (2.0 FEET),
 CA1166'CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG,
 CA1166'FILLED WITH CONCRETE.  THE TABLET IS SET FLUSH WITH THE
 CA1166'GROUND AND STAMPED PANTHER ET 1967 NO. 1.
 CA1166'
 CA1166'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1166'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (1.5
 CA1166'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CA1166'LONG, CEMENTED TO BEDROCK.  THE TABLET IS SET FLUSH WITH
 CA1166'THE GROUND AND STAMPED PANTHER ET 1967 NO. 2.
 CA1166'
 CA1166'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 73.75 FEET
 CA1166'(22.479 METERS).
 CA1166'
 CA1166'STATION BEAD ET, 6.2 MILES NORTH-NORTHWEST, IS VISIBLE FROM
 CA1166'THE GROUND AND MAY BE USED AS THE AZIMUTH.
 CA1166'
 CA1166'ELEVATION = 1800.21 FEET (FLY LEVEL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0332 ***********************************************************************
 BB0332  DESIGNATION -  PANTHER
 BB0332  PID         -  BB0332
 BB0332  STATE/COUNTY-  TX/PRESIDIO
 BB0332  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0332
 BB0332                         *CURRENT SURVEY CONTROL
 BB0332  ___________________________________________________________________
 BB0332* NAD 83(1993)-  29 23 15.53846(N)    104 00 31.20598(W)     ADJUSTED  
 BB0332* NAVD 88     -      1518.     (meters)    4980.     (feet)  SCALED    
 BB0332  ___________________________________________________________________
 BB0332  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 BB0332  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 BB0332
 BB0332  HORZ ORDER  -  FIRST
 BB0332
 BB0332.The horizontal coordinates were established by classical geodetic methods
 BB0332.and adjusted by the National Geodetic Survey in February 1996..
 BB0332
 BB0332.The orthometric height was scaled from a topographic map.
 BB0332
 BB0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0332
 BB0332.The geoid height was determined by GEOID03.
 BB0332
 BB0332;                    North         East     Units Scale Factor Converg.
 BB0332;SPC TXSC     - 4,182,667.664   114,007.778   MT  0.99986367   -2 27 13.7
 BB0332;SPC TXSC     -13,722,635.49    374,040.52   sFT  0.99986367   -2 27 13.7
 BB0332;UTM  13      - 3,251,343.504   596,195.681   MT  0.99971418   +0 29 11.4
 BB0332
 BB0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0332!SPC TXSC     -   0.99976501  x   0.99986367  =   0.99962872
 BB0332!UTM  13      -   0.99976501  x   0.99971418  =   0.99947926
 BB0332
 BB0332|---------------------------------------------------------------------|
 BB0332| PID    Reference Object                     Distance      Geod. Az  |
 BB0332|                                                           dddmmss.s |
 BB0332| CH9248 PANTHER RM 1                         19.360 METERS 14629     |
 BB0332| CH9249 PANTHER RM 2                         13.060 METERS 27456     |
 BB0332| BB0331 BURRO                               APPROX.12.3 KM 3184432.5 |
 BB0332|---------------------------------------------------------------------|
 BB0332
 BB0332                          SUPERSEDED SURVEY CONTROL
 BB0332
 BB0332  NAD 83(1986)-  29 23 15.52767(N)    104 00 31.19708(W) AD(       ) 1
 BB0332  NAD 27      -  29 23 14.83300(N)    104 00 29.49000(W) AD(       ) 1
 BB0332
 BB0332.Superseded values are not recommended for survey control.
 BB0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0332.See file dsdata.txt to determine how the superseded data were derived.
 BB0332
 BB0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN9619651344(NAD 83)
 BB0332_MARKER: DS = TRIANGULATION STATION DISK
 BB0332_SETTING: 66 = SET IN ROCK OUTCROP
 BB0332
 BB0332  HISTORY     - Date     Condition        Report By
 BB0332  HISTORY     - 1934     MONUMENTED       CGS
 BB0332  HISTORY     - 1970     GOOD             USAF
 BB0332
 BB0332                          STATION DESCRIPTION
 BB0332
 BB0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0332'ABOUT 4-1/2 MILES NORTHEAST FROM THE RIO GRANDE, ABOUT 9 MILES
 BB0332'WEST FROM THE FRESNO CANYON, ABOUT 6-1/2 MILES SOUTH-SOUTHWEST
 BB0332'FROM BOGLES RANCH, ABOUT 2-3/4 MILES WEST OF PANTHER SPRING
 BB0332'IN PANTHER CANYON AND ABOUT 1 MILE EAST OF RANCHERIAS CANYON
 BB0332'ON THE HIGHEST POINT OF A LARGE MOUNTAIN, WHICH IS THE HIGHEST
 BB0332'IN THE IMMEDIATE VICINITY.  SURFACE MARK IS ON THE HIGHEST POINT
 BB0332'OF THE PEAK.
 BB0332'
 BB0332'TO REACH FROM BOGLES RANCH, GO THROUGH LUMBER GATE BETWEEN
 BB0332'HOUSE AND BARN, THEN THROUGH A WIRE GATE AT A CORRAL AND FOLLOW
 BB0332'DIM ROAD SOUTH 1.85 MILES, TAKE LEFT FORK (MAIN ROAD) AND
 BB0332'GO SOUTH 1.0 MILE TO FORKS, TAKE LEFT FORK (SOUTH) AND GO 2.6
 BB0332'MILES OVER ROUGH AND DIM ROAD TO A MASONRY TANK, TURN LEFT
 BB0332'AT TANK AND GO 0.1 MILE TO WINDMILL, WHICH SEEMS TO BE THE
 BB0332'END OF ROAD.  FROM HERE ON THE ROAD IS VERY DIM, ROUGH AND
 BB0332'UNUSED.  FROM WINDMILL DRIVE SOUTHEAST ABOUT 100 YARDS AND
 BB0332'PICK UP DIM ROAD WHERE IT CROSSES A CREEK WASH, FOLLOW THIS
 BB0332'0.2 MILE SOUTHWEST, CROSS CREEK AND CONTINUE 0.15 MILE, THEN
 BB0332'FOLLOW UP CREEK WASH 0.1 MILE TO FORKS IN CREEK, TAKE RIGHT
 BB0332'FORK AND FOLLOW CREEK A SHORT WAY, PICK UP ROAD ON RIGHT
 BB0332'AND CONTINUE 0.25 MILE TO TOP OF DIVIDE, CONTINUE DOWN
 BB0332'HILL ON ROAD 0.2 MILE TO A SMALL WASH AND A SMALL ROCK
 BB0332'TRIANGLE WITH A SMALL ROCK CAIRN IN THE CENTER.  JUST
 BB0332'AFTER CROSSING THIS SMALL CREEK, AND AT THIS CAIRN, TURN
 BB0332'SHARP RIGHT AND GO NORTHWEST UP THE LEFT SIDE OF THE
 BB0332'CREEK 0.3 MILE TO THE TOP OF ANOTHER DIVIDE, CONTINUE ON
 BB0332'ROAD 1.0 MILE TO THE TOP OF STILL ANOTHER DIVIDE, CONTINUE ON
 BB0332'FROM HERE ABOUT 0.2 MILE, WHICH IS ABOUT AS FAR AS TRUCK
 BB0332'CAN BE DRIVEN (TRUCK CAN BE DRIVEN ABOUT 1/2 MILE FARTHER
 BB0332'IF WORK IS DONE ON ROAD).  FROM HERE, THE MOUNTAIN CAN
 BB0332'BE SEEN ABOUT 1-1/2 MILES TO THE SOUTHWEST.  IT TOOK ABOUT
 BB0332'1-1/2 HOURS WITH PACK MULES FROM HERE.  PACK MULES
 BB0332'SECURED AT BOGLES RANCH.
 BB0332'
 BB0332'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BB0332'IN OUTCROPPING BEDROCK.
 BB0332'
 BB0332'THERE IS NO AZIMUTH MARK, BUT THE CONE-SHAPED PEAK ABOUT 1/2
 BB0332'MILE TO THE SOUTHWEST, WHICH WAS CUT IN, COULD BE USED AS
 BB0332'SUCH.
 BB0332
 BB0332                          STATION RECOVERY (1970)
 BB0332
 BB0332'RECOVERY NOTE BY US AIR FORCE 1970 (SML)
 BB0332'*-MAIN MARK - GOOD CONDITION AS DESCRIBED IN 1934 BY W.P.P.
 BB0332'
 BB0332'PANTHER NO 1 1934-R.M. 1 - GOOD CONDITION AS DESCRIBED IN 1934
 BB0332'BY W.R.P.
 BB0332'
 BB0332'PANTHER NO 2 1934-R.M. 2 - GOOD CONDITION AS DESCRIBED IN
 BB0332'1934 BY W.R.P.
 BB0332'
 BB0332'*MAIN MARK - DISK SEVERELY MARRED.  MARKINGS NOT DISTINGUISHABLE.
 BB0332'RECTALINEAR SHAPE MEASURING 26 IN BY 18 IN AND PROJECTING 4 IN.
 BB0332'
 BB0332'R.M. 1 - RECTALINEAR SHAPE MEASURING 36 IN BY 18 IN AND
 BB0332'PROJECTING 10 IN.
 BB0332'
 BB0332'R.M. 2 - *SHAPE MEASURING 24 IN BY 15 IN AND PROJECTING 0 IN.
 BB0332'
 BB0332'DISTANCES AND ROUTE DESCRIPTION NOT CHECKED.  STATION VISITED
 BB0332'BY HELICOPTER.
 BB0332'
 BB0332'STATION DESCRIPTION ADEQUATE.
 BB0332'
 BB0332'*TRIANGULAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9117 ***********************************************************************
 DG9117  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9117  DESIGNATION -  PAPE DAWSON COOP CORS ARP
 DG9117  CORS_ID     -  PDE1
 DG9117  PID         -  DG9117
 DG9117  STATE/COUNTY-  TX/BEXAR
 DG9117  USGS QUAD   -  LONGHORN (1992)
 DG9117
 DG9117                         *CURRENT SURVEY CONTROL
 DG9117  ___________________________________________________________________
 DG9117* NAD 83(CORS)-  29 31 35.87352(N)    098 29 17.79029(W)     ADJUSTED  
 DG9117* NAVD 88     -                                                        
 DG9117  ___________________________________________________________________
 DG9117  EPOCH DATE  -        2002.00
 DG9117  X           -    -819,884.000 (meters)                     COMP
 DG9117  Y           -  -5,493,662.017 (meters)                     COMP
 DG9117  Z           -   3,124,937.408 (meters)                     COMP
 DG9117  ELLIP HEIGHT-         230.84  (meters)          (02/??/05) GPS OBS
 DG9117  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DG9117
 DG9117  HORZ ORDER  -  SPECIAL (CORS)
 DG9117  ELLP ORDER  -  SPECIAL (CORS)
 DG9117
 DG9117.ITRF positions are available for this station.
 DG9117.The coordinates were established by GPS observations
 DG9117.and adjusted by the National Geodetic Survey in February 2005..
 DG9117.The coordinates are valid at the epoch date displayed above.
 DG9117.The epoch date for horizontal control is a decimal equivalence
 DG9117.of Year/Month/Day.
 DG9117
 DG9117
 DG9117.The PID for the CORS L1 Phase Center is DG9118.
 DG9117
 DG9117.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9117
 DG9117.The ellipsoidal height was determined by GPS observations
 DG9117.and is referenced to NAD 83.
 DG9117
 DG9117.The geoid height was determined by GEOID03.
 DG9117
 DG9117;                    North         East     Units Scale Factor Converg.
 DG9117;SPC TXSC     - 4,187,770.935   649,600.411   MT  0.99986882   +0 15 02.5
 DG9117;SPC TXSC     -13,739,378.48  2,131,230.68   sFT  0.99986882   +0 15 02.5
 DG9117
 DG9117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9117!SPC TXSC     -   0.99996375  x   0.99986882  =   0.99983257
 DG9117
 DG9117                          SUPERSEDED SURVEY CONTROL
 DG9117
 DG9117.No superseded survey control is available for this station.
 DG9117
 DG9117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4958866443(NAD 83)
 DG9117_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9117
 DG9117                          STATION DESCRIPTION
 DG9117
 DG9117'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9117'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9117'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9117'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9117'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9117'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9118 ***********************************************************************
 DG9118  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9118  DESIGNATION -  PAPE DAWSON COOP CORS L1 PHASE CENTER
 DG9118  CORS_ID     -  PDE1
 DG9118  PID         -  DG9118
 DG9118  STATE/COUNTY-  TX/BEXAR
 DG9118  USGS QUAD   -  LONGHORN (1992)
 DG9118
 DG9118                         *CURRENT SURVEY CONTROL
 DG9118  ___________________________________________________________________
 DG9118* NAD 83(CORS)-  29 31 35.87360(N)    098 29 17.79024(W)     ADJUSTED  
 DG9118* NAVD 88     -                                                        
 DG9118  ___________________________________________________________________
 DG9118  EPOCH DATE  -        2002.00
 DG9118  X           -    -819,884.012 (meters)                     COMP
 DG9118  Y           -  -5,493,662.102 (meters)                     COMP
 DG9118  Z           -   3,124,937.460 (meters)                     COMP
 DG9118  ELLIP HEIGHT-         230.94  (meters)          (02/??/05) GPS OBS
 DG9118  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DG9118
 DG9118  HORZ ORDER  -  SPECIAL (CORS)
 DG9118  ELLP ORDER  -  SPECIAL (CORS)
 DG9118
 DG9118.ITRF positions are available for this station.
 DG9118.The coordinates were established by GPS observations
 DG9118.and adjusted by the National Geodetic Survey in February 2005..
 DG9118.The coordinates are valid at the epoch date displayed above.
 DG9118.The epoch date for horizontal control is a decimal equivalence
 DG9118.of Year/Month/Day.
 DG9118
 DG9118
 DG9118.The PID for the CORS ARP is DG9117.
 DG9118
 DG9118.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9118
 DG9118.The ellipsoidal height was determined by GPS observations
 DG9118.and is referenced to NAD 83.
 DG9118
 DG9118.The geoid height was determined by GEOID03.
 DG9118
 DG9118;                    North         East     Units Scale Factor Converg.
 DG9118;SPC TXSC     - 4,187,770.938   649,600.412   MT  0.99986882   +0 15 02.5
 DG9118;SPC TXSC     -13,739,378.49  2,131,230.69   sFT  0.99986882   +0 15 02.5
 DG9118
 DG9118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9118!SPC TXSC     -   0.99996373  x   0.99986882  =   0.99983256
 DG9118
 DG9118                          SUPERSEDED SURVEY CONTROL
 DG9118
 DG9118.No superseded survey control is available for this station.
 DG9118
 DG9118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4958866443(NAD 83)
 DG9118_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9118
 DG9118                          STATION DESCRIPTION
 DG9118
 DG9118'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9118'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9118'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9118'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9118'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9118'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0941 ***********************************************************************
 EM0941  DESIGNATION -  PAR
 EM0941  PID         -  EM0941
 EM0941  STATE/COUNTY-  TX/WILBARGER
 EM0941  USGS QUAD   -  OKLAUNION (1985)
 EM0941
 EM0941                         *CURRENT SURVEY CONTROL
 EM0941  ___________________________________________________________________
 EM0941* NAD 83(1993)-  34 08 24.73261(N)    099 11 36.44644(W)     ADJUSTED  
 EM0941* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 EM0941  ___________________________________________________________________
 EM0941  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 EM0941  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 EM0941
 EM0941  HORZ ORDER  -  THIRD
 EM0941
 EM0941.The horizontal coordinates were established by classical geodetic methods
 EM0941.and adjusted by the National Geodetic Survey in February 1996..
 EM0941
 EM0941.The orthometric height was scaled from a topographic map.
 EM0941
 EM0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0941
 EM0941.The geoid height was determined by GEOID03.
 EM0941
 EM0941;                    North         East     Units Scale Factor Converg.
 EM0941;SPC TXNC     - 2,274,520.436   536,037.610   MT  1.00005303   -0 22 41.5
 EM0941;SPC TXNC     - 7,462,322.46  1,758,650.06   sFT  1.00005303   -0 22 41.5
 EM0941;UTM  14      - 3,777,718.541   482,164.026   MT  0.99960392   -0 06 30.9
 EM0941
 EM0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0941!SPC TXNC     -   0.99994793  x   1.00005303  =   1.00000095
 EM0941!UTM  14      -   0.99994793  x   0.99960392  =   0.99955187
 EM0941
 EM0941|---------------------------------------------------------------------|
 EM0941| PID    Reference Object                     Distance      Geod. Az  |
 EM0941|                                                           dddmmss.s |
 EM0941| EM0940 PAR 2                                68.928 METERS 06744     |
 EM0941| CX7889 PAR RM 1                             24.299 METERS 07005     |
 EM0941| EM0939 OKLAUNION MUNICIPAL TANK            APPROX. 5.0 KM 0994729.9 |
 EM0941| CX7890 PAR RM 2                             25.083 METERS 13705     |
 EM0941| EM0943 VERNON BIG MUNICIPAL TANK           APPROX. 8.8 KM 2704654.3 |
 EM0941| CX7888 PAR AZ MK                                          2895541.8 |
 EM0941|---------------------------------------------------------------------|
 EM0941
 EM0941                          SUPERSEDED SURVEY CONTROL
 EM0941
 EM0941  NAD 83(1993)-  34 08 24.73275(N)    099 11 36.44643(W) AD(       ) 3
 EM0941  NAD 83(1986)-  34 08 24.73922(N)    099 11 36.43609(W) AD(       ) 3
 EM0941  NAD 27      -  34 08 24.42691(N)    099 11 35.15590(W) AD(       ) 3
 EM0941
 EM0941.Superseded values are not recommended for survey control.
 EM0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0941.See file dsdata.txt to determine how the superseded data were derived.
 EM0941
 EM0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8216477719(NAD 83)
 EM0941_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0941_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0941
 EM0941  HISTORY     - Date     Condition        Report By
 EM0941  HISTORY     - 1965     MONUMENTED       CGS
 EM0941
 EM0941                          STATION DESCRIPTION
 EM0941
 EM0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0941'STATION IS 18 MILES WEST-NORTHWEST OF ELECTRA, 5 MILES EAST OF
 EM0941'VERNON AND 3 MILES WEST-NORTHWEST OF OKLAUNION ON THE CENTER MEDIAN
 EM0941'OF U.S. HIGHWAY 287.
 EM0941'
 EM0941'TO REACH THE STATION FROM THE COURT HOUSE IN VERNON, GO EAST ON
 EM0941'U.S. HIGHWAY 287 FOR 4.8 MILES TO THE AZIMUTH MARK ON THE
 EM0941'LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE TO A
 EM0941'CROSSOVER.  CONTINUE EAST ON THE HIGHWAY FOR 0.1 MILE TO THE
 EM0941'STATION ON THE LEFT.
 EM0941'
 EM0941'STATION MARK IS A STANDARD DISK STAMPED, PAR 1965, SET IN THE
 EM0941'TOP OF A 12-INCH IN DIAMETER ROUND CONCRETE POST THAT IS FLUSH
 EM0941'WITH THE GROUND.  IT IS ABOUT 100 YARDS NORTHEAST OF A SERVICE
 EM0941'STATION, 71 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE
 EM0941'OF THE HIGHWAY AND 66.8 FEET NORTH OF THE CENTERLINE OF THE EAST
 EM0941'BOUND LANE OF THE HIGHWAY.
 EM0941'
 EM0941'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, PAR NO 1 1965,
 EM0941'SET IN THE TOP OF A 12-INCH IN DIAMETER ROUND CONCRETE POST
 EM0941'THAT IS 6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 24.3
 EM0941'FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE AND ABOUT THE
 EM0941'SAME ELEVATION AS THE STATION.
 EM0941'
 EM0941'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, PAR NO 2 1965,
 EM0941'SET IN THE TOP OF A 12-INCH IN DIAMETER ROUND CONCRETE POST
 EM0941'THAT IS FLUSH WITH THE GROUND.  IT IS 24 FEET NORTH OF THE
 EM0941'CENTERLINE OF THE EAST BOUND LANE AND ABOUT 1 FOOT HIGHER
 EM0941'IN ELEVATION THAN THE STATION.
 EM0941'
 EM0941'AZIMUTH MARK IS A STANDARD DISK STAMPED, PAR 1965, SET IN
 EM0941'THE TOP OF A 12-INCH IN DIAMETER CONCRETE POST THAT PROJECTS
 EM0941'4 INCHES ABOVE THE GROUND.  IT IS 72 FEET NORTH OF THE CENTERLINE
 EM0941'OF THE WEST BOUND LANE OF THE HIGHWAY, 42 FEET SOUTH OF THE SOUTH
 EM0941'RAIL OF A RAILROAD TRACK, 2.5 FEET NORTHWEST OF A WITNESS POST
 EM0941'AND 2 FEET EAST OF A TELEPHONE POLE.
 EM0941'
 EM0941'NOTE--AT THE REQUEST OF THE TEXAS STATE HIGHWAY DEPARTMENT,
 EM0941'THE SURFACE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND
 EM0941'THE AZIMUTH MARK WERE DESTROYED.  PAR 2 WAS ESTABLISHED AS
 EM0941'THE NEW STATION.  SEE DESCRIPTION CARD FOR PAR 2.
 EM0941'
 EM0941'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0940 ***********************************************************************
 EM0940  DESIGNATION -  PAR 2
 EM0940  PID         -  EM0940
 EM0940  STATE/COUNTY-  TX/WILBARGER
 EM0940  USGS QUAD   -  OKLAUNION (1985)
 EM0940
 EM0940                         *CURRENT SURVEY CONTROL
 EM0940  ___________________________________________________________________
 EM0940* NAD 83(1993)-  34 08 25.58005(N)    099 11 33.95658(W)     ADJUSTED  
 EM0940* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 EM0940  ___________________________________________________________________
 EM0940  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 EM0940  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 EM0940
 EM0940  HORZ ORDER  -  SECOND
 EM0940
 EM0940.The horizontal coordinates were established by classical geodetic methods
 EM0940.and adjusted by the National Geodetic Survey in February 1996..
 EM0940
 EM0940.The orthometric height was scaled from a topographic map.
 EM0940
 EM0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0940
 EM0940.The geoid height was determined by GEOID03.
 EM0940
 EM0940;                    North         East     Units Scale Factor Converg.
 EM0940;SPC TXNC     - 2,274,546.128   536,101.575   MT  1.00005310   -0 22 40.2
 EM0940;SPC TXNC     - 7,462,406.75  1,758,859.92   sFT  1.00005310   -0 22 40.2
 EM0940;UTM  14      - 3,777,744.521   482,227.841   MT  0.99960389   -0 06 29.5
 EM0940
 EM0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0940!SPC TXNC     -   0.99994432  x   1.00005310  =   0.99999741
 EM0940!UTM  14      -   0.99994432  x   0.99960389  =   0.99954823
 EM0940
 EM0940:                Primary Azimuth Mark                     Grid Az
 EM0940:SPC TXNC     -  PAR 2 AZ MK                              104 47 37.5
 EM0940:UTM  14      -  PAR 2 AZ MK                              104 31 26.8
 EM0940
 EM0940|---------------------------------------------------------------------|
 EM0940| PID    Reference Object                     Distance      Geod. Az  |
 EM0940|                                                           dddmmss.s |
 EM0940| EM0536 PAR 2 AZ MK                                        1042457.3 |
 EM0940| CX7891 PAR 2 RM 3                            7.836 METERS 10736     |
 EM0940| EM0941 PAR                                  68.928 METERS 24744     |
 EM0940| EM0943 VERNON BIG MUNICIPAL TANK           APPROX. 8.8 KM 2703625.8 |
 EM0940| CX7892 PAR 2 RM 4                            7.927 METERS 28822     |
 EM0940|---------------------------------------------------------------------|
 EM0940
 EM0940                          SUPERSEDED SURVEY CONTROL
 EM0940
 EM0940  NAD 83(1993)-  34 08 25.58019(N)    099 11 33.95657(W) AD(       ) 2
 EM0940  NAD 83(1986)-  34 08 25.58666(N)    099 11 33.94623(W) AD(       ) 2
 EM0940  NAD 27      -  34 08 25.27433(N)    099 11 32.66607(W) AD(       ) 2
 EM0940
 EM0940.Superseded values are not recommended for survey control.
 EM0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0940.See file dsdata.txt to determine how the superseded data were derived.
 EM0940
 EM0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8222877745(NAD 83)
 EM0940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0940_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0940
 EM0940  HISTORY     - Date     Condition        Report By
 EM0940  HISTORY     - 1965     MONUMENTED       CGS
 EM0940
 EM0940                          STATION DESCRIPTION
 EM0940
 EM0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0940'THE STATION IS 18 MILES WEST-NORTHWEST OF ELECTRA, 5 MILES EAST
 EM0940'OF VERNON, AND 3 MILES WEST-NORTHWEST OF OKLAUNION, ON THE
 EM0940'NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 287.
 EM0940'
 EM0940'TO REACH THE STATION FROM THE COURT HOUSE IN VERNON, GO EAST
 EM0940'ON U.S. HIGHWAY 287 FOR 5.1 MILES TO A CROSSOVER.  CONTINUE EAST
 EM0940'ON THE HIGHWAY FOR 0.1 MILE TO THE STATION ON THE LEFT, NORTH
 EM0940'SIDE OF DUEL-LANE HIGHWAY.
 EM0940'
 EM0940'STATION MARK IS A STANDARD DISK STAMPED PAR 2 1965, SET IN THE
 EM0940'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FLUSH WITH
 EM0940'THE SURFACE OF THE GROUND.  IT IS 68.5 FEET NORTH OF THE CENTERLINE
 EM0940'OF THE WEST-BOUND LANE OF HIGHWAY 287, 4.5 FEET SOUTH OF THE
 EM0940'SOUTH RAIL OF RAILROAD TRACKS, 4 FEET WEST OF A METAL WITNESS
 EM0940'POST AND 3.5 FEET SOUTHWEST OF A TELEPHONE POLE.
 EM0940'
 EM0940'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PAR 2 NO 3
 EM0940'1965, IS SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0940'DIAMETER, THAT PROJECTS 1 INCH.  IT IS 68 FEET NORTH OF THE
 EM0940'CENTERLINE OF THE WEST-BOUND LANE, 45.5 FEET SOUTH OF THE SOUTH
 EM0940'RAIL OF THE RAILROAD TRACKS AND 22 FEET EAST OF THE WITNESS POST.
 EM0940'
 EM0940'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PAR 2 NO
 EM0940'4 1965, IS SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 EM0940'IN DIAMETER, THAT PROJECTS 3 INCHES.  IT IS 68.5 FEET NORTH OF
 EM0940'THE CENTERLINE OF THE WEST-BOUND LANE, 43.7 FEET SOUTH OF THE
 EM0940'SOUTH RAIL OF THE RAILROAD TRACKS AND 28.5 FEET WEST OF A
 EM0940'TELEPHONE POLE.
 EM0940'
 EM0940'AZIMUTH MARK IS A STANDARD DISK STAMPED PAR 2 1965, SET IN THE
 EM0940'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EM0940'4 INCHES.  IT IS 36 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 EM0940'TRACKS, 13 FEET EAST OF A FIELD ROAD, 2 FEET SOUTHWEST OF A
 EM0940'METAL WITNESS POST AND 1.2 FEET WEST OF TELEPHONE POLE NUMBER
 EM0940'6754.
 EM0940'
 EM0940'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY
 EM0940'287 FOR 0.5 MILE TO A CROSSOVER.  TURN LEFT, CROSS RAILROAD
 EM0940'TRACKS, 0.05 MILE TO AZIMUTH ON RIGHT OF FIELD ROAD.
 EM0940'
 EM0940'NOTE--AT THE REQUEST OF THE TEXAS STATE HIGHWAY DEPARTMENT,
 EM0940'THE AZIMUTH MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE STATION
 EM0940'SURFACE MARK AT PAR 1965 WAS DESTROYED.  PAR 2 WAS ESTABLISHED
 EM0940'AS THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0536 ***********************************************************************
 EM0536  DESIGNATION -  PAR 2 AZ MK
 EM0536  PID         -  EM0536
 EM0536  STATE/COUNTY-  TX/WILBARGER
 EM0536  USGS QUAD   -  OKLAUNION (1985)
 EM0536
 EM0536                         *CURRENT SURVEY CONTROL
 EM0536  ___________________________________________________________________
 EM0536* NAD 83(1986)-  34 08 18.     (N)    099 10 57.     (W)     SCALED    
 EM0536* NAVD 88     -       380.304  (meters)    1247.71   (feet)  ADJUSTED  
 EM0536  ___________________________________________________________________
 EM0536  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 EM0536  DYNAMIC HT  -         379.878 (meters)    1246.32  (feet)  COMP
 EM0536  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 EM0536
 EM0536  VERT ORDER  -  FIRST     CLASS II
 EM0536
 EM0536.The horizontal coordinates were scaled from a topographic map and have
 EM0536.an estimated accuracy of +/- 6 seconds.
 EM0536
 EM0536.The orthometric height was determined by differential leveling
 EM0536.and adjusted by the National Geodetic Survey in June 1991..
 EM0536
 EM0536.The geoid height was determined by GEOID03.
 EM0536
 EM0536.The dynamic height is computed by dividing the NAVD 88
 EM0536.geopotential number by the normal gravity value computed on the
 EM0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0536.degrees latitude (g = 980.6199 gals.).
 EM0536
 EM0536.The modeled gravity was interpolated from observed gravity values.
 EM0536
 EM0536;                    North         East    Units  Estimated Accuracy
 EM0536;SPC TXNC     - 2,274,310.      537,050.      MT  (+/- 180 meters Scaled)
 EM0536
 EM0536                          SUPERSEDED SURVEY CONTROL
 EM0536
 EM0536.No superseded survey control is available for this station.
 EM0536
 EM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC831775(NAD 83)
 EM0536_MARKER: DZ = AZIMUTH MARK DISK
 EM0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0536_SP_SET: CONCRETE POST
 EM0536_STAMPING: PAR 2 1965
 EM0536_MARK LOGO: CGS   
 EM0536_PROJECTION: RECESSED 5 CENTIMETERS
 EM0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0536+STABILITY: SURFACE MOTION
 EM0536
 EM0536  HISTORY     - Date     Condition        Report By
 EM0536  HISTORY     - 1965     MONUMENTED       CGS
 EM0536  HISTORY     - 1984     GOOD             NGS
 EM0536
 EM0536                          STATION DESCRIPTION
 EM0536
 EM0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0536'9.7 KM (6.0 MI) SE FROM VERNON.
 EM0536'9.7 KM (6.0 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0536'FROM THE STATION IN VERNON, 0.5 KM (0.2 MI) NORTHWEST OF MILEPOST 157,
 EM0536'11.2 METERS (36.7 FT) NORTHEAST OF THE NEAR RAIL, 3.5 METERS (11.5 FT)
 EM0536'EAST OF THE CENTER OF A TRACK ROAD LEADING NORTH, AND 0.5 METERS
 EM0536'(1.6 FT) NORTHWEST OF UTILITY POLE NUMBER 6754 1/2.
 EM0536'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 EM0536'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0912 ***********************************************************************
 DO0912  DESIGNATION -  PARADISE
 DO0912  PID         -  DO0912
 DO0912  STATE/COUNTY-  TX/FOARD
 DO0912  USGS QUAD   -  THALIA (1966)
 DO0912
 DO0912                         *CURRENT SURVEY CONTROL
 DO0912  ___________________________________________________________________
 DO0912* NAD 83(1993)-  33 58 56.03585(N)    099 33 17.44811(W)     ADJUSTED  
 DO0912* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 DO0912  ___________________________________________________________________
 DO0912  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DO0912  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DO0912
 DO0912  HORZ ORDER  -  THIRD
 DO0912
 DO0912.The horizontal coordinates were established by classical geodetic methods
 DO0912.and adjusted by the National Geodetic Survey in February 1996..
 DO0912
 DO0912.The orthometric height was scaled from a topographic map.
 DO0912
 DO0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0912
 DO0912.The geoid height was determined by GEOID03.
 DO0912
 DO0912;                    North         East     Units Scale Factor Converg.
 DO0912;SPC TXNC     - 2,257,275.463   502,529.139   MT  1.00000438   -0 34 31.1
 DO0912;SPC TXNC     - 7,405,744.58  1,648,714.35   sFT  1.00000438   -0 34 31.1
 DO0912;UTM  14      - 3,760,324.622   448,750.141   MT  0.99963238   -0 18 36.5
 DO0912
 DO0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0912!SPC TXNC     -   0.99993949  x   1.00000438  =   0.99994387
 DO0912!UTM  14      -   0.99993949  x   0.99963238  =   0.99957189
 DO0912
 DO0912:                Primary Azimuth Mark                     Grid Az
 DO0912:SPC TXNC     -  THALIA MUN TANK                          089 46 37.2
 DO0912:UTM  14      -  THALIA MUN TANK                          089 30 42.6
 DO0912
 DO0912|---------------------------------------------------------------------|
 DO0912| PID    Reference Object                     Distance      Geod. Az  |
 DO0912|                                                           dddmmss.s |
 DO0912| DO0911 THALIA MUN TANK                     450.145 METERS 0891206.1 |
 DO0912| CX7894 PARADISE RM 1                         6.470 METERS 09026     |
 DO0912| CX7895 PARADISE RM 2                         7.272 METERS 26913     |
 DO0912| CX7893 PARADISE AZ MK                                     2701624.2 |
 DO0912|---------------------------------------------------------------------|
 DO0912
 DO0912                          SUPERSEDED SURVEY CONTROL
 DO0912
 DO0912  NAD 83(1993)-  33 58 56.03631(N)    099 33 17.44819(W) AD(       ) 3
 DO0912  NAD 83(1986)-  33 58 56.04325(N)    099 33 17.43900(W) AD(       ) 3
 DO0912  NAD 27      -  33 58 55.73336(N)    099 33 16.12148(W) AD(       ) 3
 DO0912
 DO0912.Superseded values are not recommended for survey control.
 DO0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0912.See file dsdata.txt to determine how the superseded data were derived.
 DO0912
 DO0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4875060325(NAD 83)
 DO0912_MARKER: DS = TRIANGULATION STATION DISK
 DO0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0912_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0912
 DO0912  HISTORY     - Date     Condition        Report By
 DO0912  HISTORY     - 1969     MONUMENTED       CGS
 DO0912
 DO0912                          STATION DESCRIPTION
 DO0912
 DO0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0912'THE STATION IS LOCATED ABOUT 10 MILES EAST OF CROWELL AND 1 MILE
 DO0912'WEST OF THALIA ON ROAD RIGHT-OF-WAY.
 DO0912'
 DO0912'TO REACH THE STATION FROM THE POST OFFICE AND CONOCO STATION IN THE
 DO0912'SMALL VILLAGE OF THALIA, GO WEST ON U.S. HIGHWAY 70 FOR 1.05 MILES
 DO0912'TO THE STATION ON THE RIGHT.
 DO0912'
 DO0912'THE STATION MARK IS A STANDARD DISK STAMPED PARADISE 1969, SET IN THE
 DO0912'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES
 DO0912'UNDERGROUND.  IT IS 48.0 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 DO0912'6.9 FEET SOUTHWEST OF A METAL WITNESS POST AND 3.4 FEET SOUTHEAST OF
 DO0912'A POWER LINE POLE.
 DO0912'
 DO0912'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PARADISE NO 1 1969, SET
 DO0912'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DO0912'12-INCHES UNDERGROUND.  IT IS 48.0 FEET NORTH OF THE CENTER OF THE
 DO0912'HIGHWAY, 23.0 FEET EAST OF THE POWER LINE POLE AND 14.9 FEET EAST
 DO0912'OF THE METAL WITNESS POST.
 DO0912'
 DO0912'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PARADISE NO 2 1969, SET
 DO0912'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 10
 DO0912'INCHES UNDERGROUND.  IT IS 48.0 FEET NORTH OF THE HIGHWAY, 30.5
 DO0912'FEET WEST-SOUTHWEST OF THE METAL WITNESS POST AND 22.6 FEET WEST
 DO0912'SOUTHWEST OF THE POWER LINE POLE.
 DO0912'
 DO0912'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PARADISE 1969, CEMENTED
 DO0912'IN A DRILL HOLE IN THE EAST HEAD WALL OF A CONCRETE CULVERT.  IT IS
 DO0912'39.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 24.3 FEET SOUTHWEST
 DO0912'OF A POWER LINE POLE, 13.0 FEET EAST OF THE CENTER OF A DIRT ROAD
 DO0912'AND 3.8 FEET SOUTH OF A METAL WITNESS POST.
 DO0912'
 DO0912'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY
 DO0912'FOR 0.25 MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 DO0912'
 DO0912'NO MEASUREMENT MADE BETWEEN R.M.S AS THEY WERE SET NEAR 180
 DO0912'DEGREES.
 DO0912'
 DO0912'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0455 ***********************************************************************
 BA0455  DESIGNATION -  PARADISE
 BA0455  PID         -  BA0455
 BA0455  STATE/COUNTY-  TX/PRESIDIO
 BA0455  USGS QUAD   -  PARADISE DRAW (1983)
 BA0455
 BA0455                         *CURRENT SURVEY CONTROL
 BA0455  ___________________________________________________________________
 BA0455* NAD 83(1993)-  29 54 44.44963(N)    103 51 48.48618(W)     ADJUSTED  
 BA0455* NAVD 88     -      1580.     (meters)    5184.     (feet)  SCALED    
 BA0455  ___________________________________________________________________
 BA0455  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BA0455  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 BA0455
 BA0455  HORZ ORDER  -  SECOND
 BA0455
 BA0455.The horizontal coordinates were established by classical geodetic methods
 BA0455.and adjusted by the National Geodetic Survey in February 1996..
 BA0455
 BA0455.The orthometric height was scaled from a topographic map.
 BA0455
 BA0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0455
 BA0455.The geoid height was determined by GEOID03.
 BA0455
 BA0455;                    North         East     Units Scale Factor Converg.
 BA0455;SPC TXSC     - 4,240,176.794   130,505.987   MT  0.99991388   -2 22 57.6
 BA0455;SPC TXSC     -13,911,313.36    428,168.39   sFT  0.99991388   -2 22 57.6
 BA0455;UTM  13      - 3,309,615.457   609,715.691   MT  0.99974852   +0 34 00.5
 BA0455
 BA0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0455!SPC TXSC     -   0.99975524  x   0.99991388  =   0.99966914
 BA0455!UTM  13      -   0.99975524  x   0.99974852  =   0.99950382
 BA0455
 BA0455|---------------------------------------------------------------------|
 BA0455| PID    Reference Object                     Distance      Geod. Az  |
 BA0455|                                                           dddmmss.s |
 BA0455| CH9251 PARADISE RM 1                         9.972 METERS 03837     |
 BA0455| CH9252 PARADISE RM 2                         6.653 METERS 14939     |
 BA0455| CH9250 PARADISE AZ MK                                     2445451.7 |
 BA0455|---------------------------------------------------------------------|
 BA0455
 BA0455                          SUPERSEDED SURVEY CONTROL
 BA0455
 BA0455  NAD 83(1986)-  29 54 44.44431(N)    103 51 48.48282(W) AD(       ) 2
 BA0455  NAD 27      -  29 54 43.82600(N)    103 51 46.81200(W) AD(       ) 2
 BA0455
 BA0455.Superseded values are not recommended for survey control.
 BA0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0455.See file dsdata.txt to determine how the superseded data were derived.
 BA0455
 BA0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0971609615(NAD 83)
 BA0455_MARKER: DS = TRIANGULATION STATION DISK
 BA0455_SETTING: 66 = SET IN ROCK OUTCROP
 BA0455_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BA0455
 BA0455  HISTORY     - Date     Condition        Report By
 BA0455  HISTORY     - 1942     MONUMENTED       CGS
 BA0455  HISTORY     - 1943     GOOD             CGS
 BA0455
 BA0455                          STATION DESCRIPTION
 BA0455
 BA0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BA0455'STATION IS LOCATED 30 MILES, AIR LINE, SSE OF MARFA, 9 MILES, AIR
 BA0455'LINE, N OF THE 102 RANCH HEADQUARTERS, 10 MILES E OF THE WILSON
 BA0455'RANCH HEADQUARTERS, AND 1.5 MILES E OF A LARGE WELL AND WINDMILL,
 BA0455'ON THE HIGHEST POINT IN ALL THE VICINITY, ON THE E RIM OF A HIGH
 BA0455'MESA LYING S OF JORDAN GAP AND E OF PARADISE VALLEY.
 BA0455'
 BA0455'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE
 BA0455'IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS 4.5 FEET N OF
 BA0455'THE FENCE LINE, 21.4 FEET WNW OF A 5-FOOT CAIRN, AND 41 FEET
 BA0455'NW OF THE RIM.  IT IS STAMPED PARADISE 1942.
 BA0455'
 BA0455'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN A
 BA0455'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS
 BA0455'STAMPED PARADISE NO. 1 1942.
 BA0455'
 BA0455'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN A
 BA0455'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND BUT IS ABOUT
 BA0455'12 INCHES HIGHER THAN THE STATION.  IT IS 17.4 FEET S OF THE
 BA0455'FENCE LINE.  IT IS STAMPED PARADISE NO. 2 1942.
 BA0455'
 BA0455'THE AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 BA0455'HOLE IN BEDROCK WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 BA0455'IT IS 128 FEET S OF THE TRACK ROAD LEADING TO THE STATION, AND
 BA0455'6 FEET S OF A 4- BY 4-INCH WHITE MARKER POST WHICH PROJECTS
 BA0455'ABOUT 2.5 FEET, AND IS ON THE FIRST RIDGE E OF THE STATION.
 BA0455'IT IS STAMPED PARADISE 1942.
 BA0455'
 BA0455'REACHED FROM THE POST OFFICE IN MARFA BY GOING S ON THE
 BA0455'PRESIDIO HIGHWAY FOR 7.0 MILES TO A GRADED DIRT ROAD LEFT,
 BA0455'THENCE TURN LEFT AND GO SSE ON GRADED DIRT ROAD (ALAMITO CREEK
 BA0455'ROAD) FOR 17.7 MILES TO A GATE ON THE LEFT AND MAIN BOX (NAME
 BA0455'- MOODY BENNET), THENCE TURN LEFT THROUGH THE GATE AND GO E ON
 BA0455'GRADED DIRT ROAD FOR 1.3 MILES TO THE WILSON RANCH HEADQUARTERS,
 BA0455'THENCE THROUGH THE RANCH YARD FOR 0.1 MILE TO A GATE AT THE
 BA0455'SANTA FE RAILROAD TRACKS, THENCE THROUGH THE GATE AND CONTINUE
 BA0455'SE ON GRADED DIRT ROAD FOR 0.3 MILE TO A CREEK, THENCE CROSS
 BA0455'CREEK AND CONTINUE E ON MAIN-TRAVELED ROAD FOR 0.85 MILE TO
 BA0455'A FORKS, THENCE RIGHT FORK FOR 0.15 MILE TO A GATE, THENCE
 BA0455'THROUGH THE GATE AND ON MAIN-TRAVELED ROAD SOUTHERLY FOR 0.3
 BA0455'MILE TO FORKS, THENCE LEFT FORK AND GO SOUTHEASTERLY FOR 1.0
 BA0455'MILE TO A GATE, THENCE THROUGH THE GATE AND CONTINUE
 BA0455'EASTERLY FOR 0.6 MILE TO A FORKS JUST AFTER CROSSING A DEEP
 BA0455'CREEK WASH OUT, THENCE LEFT FORK EASTERLY FOR 0.3 MILE TO A
 BA0455'FORKS, THENCE LEFT FORK AND CONTINUE EASTERLY FOR 0.7 MILE
 BA0455'TO A WIRE GATE WHICH IS ABOUT 0.1 MILE S OF A LARGE WINDMILL,
 BA0455'THENCE THROUGH THE GATE AND CONTINUE EASTERLY ON ROUGH TRACK
 BA0455'ROAD FOR 0.6 MILE TO A FORKS, THENCE LEFT FORK EASTERLY FOR 0.5
 BA0455'MILE UP STEEP GRADE TO A GATE, THENCE THROUGH THE GATE AND
 BA0455'CONTINUE EASTERLY UP GRADE AND SOUTHERLY ALONG FENCE FOR
 BA0455'1.3 MILES TO A GATE, THENCE SOUTHERLY THROUGH THE GATE FOR 2.4
 BA0455'MILES TO A GATE AT A WINDMILL AND TANK, THENCE THROUGH THE GATE
 BA0455'SOUTHERLY FOR 1.5 MILES TO A FORKS, THENCE RIGHT FORK ON DIM
 BA0455'TRACKS FOR 0.95 MILE EASTERLY TO THE HIGHEST POINT OF THE
 BA0455'MOUNTAIN AND STATION NEAR RIM ROCK, CAIRN, AND FENCE LINE.
 BA0455
 BA0455                          STATION RECOVERY (1943)
 BA0455
 BA0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0455'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 BA0455'CONDITION.  THE ORIGINAL DESCRIPTION IS INADEQUATE DUE TO THE
 BA0455'CONSTANTLY CHANGING ROADS, ARROYOS, AND FENCES.
 BA0455'
 BA0455'THE STATION IS LOCATED BY AIR LINE DISTANCES 30 MILES SSE OF
 BA0455'MARFA, 34 MILES SW OF ALPINE, AND 28 MILES ENE OF SHAFTER.  ON
 BA0455'THE HIGHEST POINT OF THE E RIM OF THE HIGH MESA LYING S OF JORDAN
 BA0455'GAP AND E OF PARADISE VALLEY.  ABOUT 9 MILES NW OF THE 102 RANCH
 BA0455'HEADQUARTERS.  THIS IS THE HIGHEST POINT IN THE VICINITY.  IT IS
 BA0455'AT THE E END OF THE WILSON RANCH PROPERTY.  (THE LARGE WINDMILL
 BA0455'ON TOP OF THE MESA HAS BLOWN OVER.)
 BA0455'
 BA0455'STATION IS ABOUT 50 FEET W OF THE E RIM OF THE MESA, 4.5 FEET
 BA0455'NW OF THE FENCE LINE, AND ABOUT 20 FEET W OF A LARGE CAIRN.
 BA0455'MARKED BY A BRONZE TRIANGULATION STATION DISK, STAMPED PARADISE
 BA0455'1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BA0455'
 BA0455'REFERENCE MARK NO. 1 IS NE OF THE STATION.  A BRONZE REFERENCE
 BA0455'MARK DISK, STAMPED PARADISE NO. 1 1942, CEMENTED IN A DRILL HOLE
 BA0455'IN OUTCROPPING BEDROCK.
 BA0455'
 BA0455'REFERENCE MARK NO. 2 IS SE OF THE STATION.  A BRONZE REFERENCE
 BA0455'MARK DISK, STAMPED PARADISE NO. 2 1942, CEMENTED IN A DRILL HOLE
 BA0455'IN OUTCROPPING BEDROCK.
 BA0455'
 BA0455'THE AZIMUTH MARK IS WSW OF THE STATION, ABOUT 100 FEET S OF
 BA0455'THE TRACK ROAD LEADING TO THE STATION, AND 6 FEET S OF A WHITE
 BA0455'WITNESS POST THAT IS VISIBLE FROM THE ROAD AND FROM THE STATION.
 BA0455'MARKED BY A BRONZE AZIMUTH MARK DISK, STAMPED PARADISE 1942,
 BA0455'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BA0455'
 BA0455'TO REACH FROM MARFA, GO S FROM THE TRAFFIC SIGNAL LIGHT ON THE
 BA0455'PRESIDIO HIGHWAY 7.0 MILES.  TAKE LEFT FORK OFF THE HIGHWAY
 BA0455'AND GO SSE DOWN THE ALAMITO CREEK ROAD 17.3 MILES TO MOODY
 BA0455'BENNETT MAIL BOX ON THE LEFT.  TURN LEFT HERE, OFF THE MAIN ROAD,
 BA0455'THROUGH A RED BOARD GATE AND GO SE 1.3 MILES TO RANCH
 BA0455'HEADQUARTERS.  PASS TO THE LEFT OF THE HOUSE, THROUGH A GATE AT E
 BA0455'SIDE OF YARD, CROSS TRACKS, AND PASS THROUGH ANOTHER GATE.
 BA0455'CONTINUE 0.3 MILE, THEN BEAR N ACROSS STREAM AND CONTINUE E
 BA0455'0.85 MILE TO FORKS.  TAKE RIGHT FORK 0.15 MILE TO A GATE,
 BA0455'THEN CONTINUE 0.3 MILE TO ANOTHER FORKS.  TAKE LEFT FORK 1.0
 BA0455'MILE TO GATE.  PASS THROUGH GATE AND CONTINUE 0.35 MILE TO A
 BA0455'WINDMILL ABOUT 50 YARDS FROM THE ROAD ON THE LEFT.  CONTINUE
 BA0455'0.65 MILE TO ANOTHER FORKS.  TAKE LEFT FORK 0.55 MILE TO A GATE.
 BA0455'PASS THROUGH THIS GATE AND CONTINUE 1.2 MILES TO GATE.
 BA0455'CONTINUE 2.4 MILES TO ANOTHER GATE AT WELL (FALLEN WINDMILL -
 BA0455'LARGE WELL MENTIONED IN ORIGINAL DESCRIPTION) AND SMALL
 BA0455'SHEEP CORRAL.  PASS THROUGH THE GATE AND GO 1.6 MILES TO POINT
 BA0455'WHERE THE MAIN ROAD TURNS BACK TO THE LEFT.  TAKE THE DIM
 BA0455'RIGHT FORK AND GO NE UP ALONG THE SE EDGE OF THE MESA 0.8
 BA0455'MILE.  TURN RIGHT OFF THE DIM TRACK ROAD AND GO E ABOUT 0.1
 BA0455'MILE TO THE STATION ON THE HIGHEST POINT AT FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1375 ***********************************************************************
 DM1375  DESIGNATION -  PARCHMAN
 DM1375  PID         -  DM1375
 DM1375  STATE/COUNTY-  TX/FRANKLIN
 DM1375  USGS QUAD   -  MOUNT VERNON (1964)
 DM1375
 DM1375                         *CURRENT SURVEY CONTROL
 DM1375  ___________________________________________________________________
 DM1375* NAD 83(1993)-  33 10 04.11993(N)    095 11 35.33076(W)     ADJUSTED  
 DM1375* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 DM1375  ___________________________________________________________________
 DM1375  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DM1375  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DM1375
 DM1375  HORZ ORDER  -  FIRST
 DM1375
 DM1375.The horizontal coordinates were established by classical geodetic methods
 DM1375.and adjusted by the National Geodetic Survey in February 1996..
 DM1375
 DM1375.The orthometric height was scaled from a topographic map.
 DM1375
 DM1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1375
 DM1375.The geoid height was determined by GEOID03.
 DM1375
 DM1375;                    North         East     Units Scale Factor Converg.
 DM1375;SPC TXNC     - 2,171,315.420   908,360.070   MT  0.99987467   +1 48 12.7
 DM1375;SPC TXNC     - 7,123,724.01  2,980,178.00   sFT  0.99987467   +1 48 12.7
 DM1375;UTM  15      - 3,672,032.708   295,493.818   MT  1.00011568   -1 12 01.0
 DM1375
 DM1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1375!SPC TXNC     -   0.99997954  x   0.99987467  =   0.99985421
 DM1375!UTM  15      -   0.99997954  x   1.00011568  =   1.00009522
 DM1375
 DM1375|---------------------------------------------------------------------|
 DM1375| PID    Reference Object                     Distance      Geod. Az  |
 DM1375|                                                           dddmmss.s |
 DM1375| CY2757 PARCHMAN RM 1                        47.677 METERS 08659     |
 DM1375| DM1272 MOUNT PLEASANT MUN STANDPIPE        APPROX.20.2 KM 0892845.3 |
 DM1375| DM1370 MT PLEASANT RAD STA KIMP MAST       APPROX.17.5 KM 0905432.9 |
 DM1375| DM1274 MT PLEASANT TALCO PLINE CO MST      APPROX.19.0 KM 0935619.4 |
 DM1375| CY2756 PARCHMAN AZ MK                                     1785711.6 |
 DM1375| CY2758 PARCHMAN RM 2                        32.352 METERS 19505     |
 DM1375| DM1378 COMO MUNICIPAL TANK                 APPROX.28.6 KM 2455058.1 |
 DM1375| DM1374 MT VERNON MUNICIPAL TANK            APPROX. 3.4 KM 3095703.2 |
 DM1375| DM1373 MT VERNON FRANKLIN CO CTHSE TR      APPROX. 3.6 KM 3123956.3 |
 DM1375|---------------------------------------------------------------------|
 DM1375
 DM1375                          SUPERSEDED SURVEY CONTROL
 DM1375
 DM1375  NAD 83(1993)-  33 10 04.12226(N)    095 11 35.32748(W) AD(       ) 1
 DM1375  NAD 83(1986)-  33 10 04.12402(N)    095 11 35.31777(W) AD(       ) 1
 DM1375  NAD 27      -  33 10 03.70500(N)    095 11 34.52500(W) AD(       ) 1
 DM1375
 DM1375.Superseded values are not recommended for survey control.
 DM1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1375.See file dsdata.txt to determine how the superseded data were derived.
 DM1375
 DM1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9549472033(NAD 83)
 DM1375_MARKER: DS = TRIANGULATION STATION DISK
 DM1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1375
 DM1375  HISTORY     - Date     Condition        Report By
 DM1375  HISTORY     - 1935     MONUMENTED       CGS
 DM1375  HISTORY     - 1935     GOOD             TXGS
 DM1375  HISTORY     - 1950     GOOD             CGS
 DM1375  HISTORY     - 1956     GOOD             CGS
 DM1375  HISTORY     - 1957     GOOD             CGS
 DM1375
 DM1375                          STATION DESCRIPTION
 DM1375
 DM1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1375'STATION IS ABOUT 13 MILES W OF MT. PLEASANT, ABOUT 2 MILES
 DM1375'SE OF MT. VERNON, ON FARM OWNED AND OCCUPIED BY GEORGE PARCHMAN,
 DM1375'IN HIS BARNYARD, ON ITS HIGHEST POINT, ABOUT 75 FEET NW OF
 DM1375'NW CORNER OF HIS HOUSE, 26 FEET NW OF NW CORNER OF THE
 DM1375'SMOKEHOUSE, 99 FEET W OF A LONE 30-INCH SYCAMORE TREE THAT
 DM1375'STANDS IN THE BACKYARD 117 FEET NNE OF A LONE 20-INCH CEDAR
 DM1375'TREE THAT IS JUST S OF REFERENCE MARK NO. 2, 14 FEET SW OF
 DM1375'SE CORNER POST OF THE GARDEN FENCE, AND PROJECT 2 INCHES.
 DM1375'
 DM1375'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1375'BRONZE DISKS SET IN CONCRETE.
 DM1375'
 DM1375'REFERENCE MARK NO. 1 IS E OF STATION, AT SW CORNER OF THE PIG
 DM1375'LOT, 1 FOOT W OF ITS W FENCE, 20 FEET S OF A LONE 4-FOOT
 DM1375'OAK TREE, 57 FEET E OF THE LONE 30-INCH SYCAMORE TREE, AND
 DM1375'PROJECTS 2 INCHES.
 DM1375'
 DM1375'REFERENCE MARK NO. 2 IS SSW OF STATION, 11 FEET N OF THE
 DM1375'LONE 20-INCH CEDAR TREE, 75 FEET WSW OF SW CORNER OF THE
 DM1375'HOUSE, 71 FEET SW OF SW CORNER OF THE SMOKEHOUSE, AND FLUSH
 DM1375'WITH THE SURFACE.
 DM1375'
 DM1375'AZIMUTH MARK IS S OF STATION, 35 FEET N OF CENTER LINE OF
 DM1375'U.S. HIGHWAY NO. 67, 1 FOOT S OF THE PASTURE, RIGHT-OF-WAY
 DM1375'FENCE, ABOUT 70 FEET W OF THE W GATEPOST AT ENTRANCE TO LANE
 DM1375'THAT LEADS TO THE STATION AND PROJECTS 3 INCHES.
 DM1375'
 DM1375'TO REACH FROM THE SE CORNER OF THE SQUARE IN MT. VERNON,
 DM1375'GO E, S AND E ON U.S. HIGHWAY NO. 67, 3.35 MILES TO PASTURE
 DM1375'GATE ON N AND ROAD LEADING N ACROSS PASTURE, THENCE N ACROSS
 DM1375'PASTURE 0.5 MILE TO MR. PARCHMANS HOUSE AND STATION AT TOP
 DM1375'OF HILL.
 DM1375'
 DM1375'ALL LIGHTS COME INTO VIEW AT 25 FEET.
 DM1375'
 DM1375'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 DM1375
 DM1375                          STATION RECOVERY (1935)
 DM1375
 DM1375'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 DM1375'ORIGINAL DESCRIPTION GOOD.
 DM1375
 DM1375                          STATION RECOVERY (1950)
 DM1375
 DM1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1375'THE 1935 DESCRIPTION IS ADEQUATE EXCEPT FOR SOME SLIGHT CHANGES.
 DM1375'A NEW DESCRIPTION FOLLOWS.
 DM1375'
 DM1375'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF THE
 DM1375'TOWN OF MOUNT VERNON AND IN THE FARM YARD OF MR. PARCHMAN.
 DM1375'IT IS 45 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 DM1375'14.3 FEET NORTH-NORTHEAST OF A WITNESS POST AND 13.5 FEET NORTH
 DM1375'OF THE NORTH GARDEN FENCE.  THE MARK PROJECTS 2 INCHES AND
 DM1375'THE DISK IS STAMPED PARCHMAN 1935.
 DM1375'
 DM1375'REFERENCE MARK NO. 1 IS 88 FEET EAST-NORTHEAST OF THE NORTHEAST
 DM1375'CORNER OF THE HOUSE AND 20 FEET SOUTH OF A 4 FOOT LONE OAK
 DM1375'TREE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DM1375'PARCHMAN NO 1 1935.
 DM1375'
 DM1375'REFERENCE MARK NO. 2 IS IN THE GARDEN 24 FEET EAST OF THE WEST
 DM1375'GARDEN FENCE, 25 FEET NORTH OF THE SOUTH GARDEN FENCE AND 75
 DM1375'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.  THE
 DM1375'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PARCHMAN
 DM1375'NO 2 1935.
 DM1375'
 DM1375'AZIMUTH MARK IS SOUTH OF THE STATION, 60 FEET WEST OF THE
 DM1375'CENTERLINE OF THE DRIVEWAY, 39 FEET NORTH OF THE CENTERLINE
 DM1375'OF THE ROAD AND 2 FEET EAST OF A WITNESS POST.  THE MARK
 DM1375'PROJECTS 3 INCHES AND THE DISK IS STAMPED PARCHMAN 1935.
 DM1375'
 DM1375'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN MOUNT
 DM1375'VERNON, GO EAST 1-BLOCK, TURN RIGHT (SOUTH) ON PARTLY OILED
 DM1375'ROAD 1.35 MILES TO FORKS OF ROAD, TAKE LEFT OR MAIN ROAD 2.05
 DM1375'MILES TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK, TURN
 DM1375'LEFT (NORTH) ON THE DRIVEWAY 0.55 MILE TO MR. PARCHMANS
 DM1375'HOUSE AND THE STATION AS DESCRIBED.
 DM1375'
 DM1375'OBSERVATIONS TAKEN FROM A 90 FT. TOWER.
 DM1375'
 DM1375'AN 87 FT. SIGNAL AT BAXLEY 1935 AND MT. PLEASANT 1935 IS
 DM1375'VISIBLE AT 25 FT.
 DM1375'
 DM1375'A 47 FT. SIGNAL AT POPE IS VISIBLE AT 25 FT.
 DM1375'
 DM1375'A 100 FT. SIGNAL AT PARK IS VISIBLE AT 25 FT.
 DM1375
 DM1375                          STATION RECOVERY (1956)
 DM1375
 DM1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JHH)
 DM1375'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1375'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DM1375'STATION SITE ARE CORRECT.
 DM1375
 DM1375                          STATION RECOVERY (1957)
 DM1375
 DM1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1375'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DM1375'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DM1375'CONDITION.  FOLLOWING IS A NEW DESCRIPTION.
 DM1375'
 DM1375'THE STATION IS ABOUT 13 MILES WEST OF MT. PLEASANT AND 2 MILES
 DM1375'SOUTHEAST OF MT. VERNON.  IT IS 45.9 FEET NORTHEST OF THE
 DM1375'NORTHWEST CORNER OF A FARM HOUSE, 20 FEET WEST-SOUTHWEST
 DM1375'OF A 8-INCH PECAN TREE AND 6 FEET SOUTH OF A FENCE LINE.
 DM1375'IT PROJECTS 2 INCHES AND IS STAMPED PARCHMAN 1935.
 DM1375'
 DM1375'REFERENCE MARK NO. 1 IS 28 FEET SOUTH-SOUTHWEST OF A LOADING-CHUTE
 DM1375'AND 26 FEET SOUTHEAST OF A TIN GARAGE.  IT PROJECTS 2 INCHES
 DM1375'AND IS STAMPED PARCHMAN NO 1 1935.
 DM1375'
 DM1375'REFERENCE MARK NO. 2 IS 36 FEET EAST OF AN NORTH-SOUTH FENCE
 DM1375'LINE AND 24 FEET NORTH OF A SMALL APPLE TREE.  IT PROJECTS
 DM1375'2 INCHES AND IS STAMPED PARCHMAN NO 2 1935.
 DM1375'
 DM1375'THE AZIMUTH MARK IS 58 FEET WEST OF THE CENTER OF A FARM
 DM1375'LANE LEADING TO THE STATION, 38 FEET NORTH OF THE CENTER
 DM1375'OF TEXAS FARM ROAD 899 AND 2.5 FEET EAST OF A WHITE WITNESS
 DM1375'POST.  IT PROJECTS 1 INCH AND IS STAMPED PARCHMAN 1935.
 DM1375'
 DM1375'TO REACH THE STATION FROM THE POST OFFICE IN MT. VERNON GO
 DM1375'SOUTH FOR 0.05 MILE TO THE JUNCTION WITH U.S. HIGHWAY 67.  TURN
 DM1375'LEFT ON U.S. HIGHWAY 67 FOR 0.05 MILE TO THE JUNCTION WITH
 DM1375'TEXAS FARM ROAD 899.  TURN RIGHT ON TEXAS FARM ROAD 899 FOR
 DM1375'3.3 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT
 DM1375'AS DESCRIBED.  TURN LEFT, NORTH, FOR 0.5 MILE TO A FARM
 DM1375'HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0905 ***********************************************************************
 CU0905  DESIGNATION -  PARDUE
 CU0905  PID         -  CU0905
 CU0905  STATE/COUNTY-  TX/FISHER
 CU0905  USGS QUAD   -  ROYSTON (1981)
 CU0905
 CU0905                         *CURRENT SURVEY CONTROL
 CU0905  ___________________________________________________________________
 CU0905* NAD 83(1993)-  32 52 04.14286(N)    100 17 53.67837(W)     ADJUSTED  
 CU0905* NAVD 88     -       624.     (meters)    2047.     (feet)  SCALED    
 CU0905  ___________________________________________________________________
 CU0905  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CU0905  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CU0905
 CU0905  HORZ ORDER  -  SECOND
 CU0905
 CU0905.The horizontal coordinates were established by classical geodetic methods
 CU0905.and adjusted by the National Geodetic Survey in February 1996..
 CU0905
 CU0905.The orthometric height was scaled from a topographic map.
 CU0905
 CU0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0905
 CU0905.The geoid height was determined by GEOID03.
 CU0905
 CU0905;                    North         East     Units Scale Factor Converg.
 CU0905;SPC TXNC     - 2,134,635.485   431,726.974   MT  0.99987774   -0 58 50.7
 CU0905;SPC TXNC     - 7,003,383.25  1,416,424.25   sFT  0.99987774   -0 58 50.7
 CU0905;UTM  14      - 3,637,380.207   378,538.634   MT  0.99978191   -0 42 16.7
 CU0905
 CU0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0905!SPC TXNC     -   0.99990645  x   0.99987774  =   0.99978420
 CU0905!UTM  14      -   0.99990645  x   0.99978191  =   0.99968838
 CU0905
 CU0905                          SUPERSEDED SURVEY CONTROL
 CU0905
 CU0905  NAD 83(1993)-  32 52 04.14931(N)    100 17 53.67243(W) AD(       ) 2
 CU0905  NAD 83(1986)-  32 52 04.14903(N)    100 17 53.66969(W) AD(       ) 2
 CU0905  NAD 27      -  32 52 03.77100(N)    100 17 52.29100(W) AD(       ) 2
 CU0905
 CU0905.Superseded values are not recommended for survey control.
 CU0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0905.See file dsdata.txt to determine how the superseded data were derived.
 CU0905
 CU0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7853937380(NAD 83)
 CU0905_MARKER: DS = TRIANGULATION STATION DISK
 CU0905_SETTING: 0 = UNSPECIFIED SETTING
 CU0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0905
 CU0905  HISTORY     - Date     Condition        Report By
 CU0905  HISTORY     - 1925     MONUMENTED       USGS
 CU0905  HISTORY     - 1935     GOOD             NGS
 CU0905
 CU0905                          STATION DESCRIPTION
 CU0905
 CU0905'DESCRIBED BY US GEOLOGICAL SURVEY 1925 (CIA)
 CU0905'STATION WAS FOUND IN GOOD CONDITION.  IT IS A STANDARD TABLET
 CU0905'SET IN AN IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE THE GROUND
 CU0905'IN A 6-INCH CYLINDER OF CONCRETE.  A 14 FOOT 2-INCH BY 4-INCH
 CU0905'WITH SIGNAL CLOTH IS STILL STANDING OVER MARK.
 CU0905'
 CU0905'OFFICE NOTE--PROBABLY NEAR STATION PARDUE.
 CU0905
 CU0905                          STATION RECOVERY (1935)
 CU0905
 CU0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CU0905'RECOVERED BY NGS AS DESCRIBED IN NGS QUAD 32100-1, STATION 1007.
 CU0905'ORIGINAL USGS DESCRIPTION FOLLOWS
 CU0905'STATION IS 10.69 FT. FROM NGS STATION PARDUE AND 170 DEGREES 46
 CU0905'MINUTES IN AZIMUTH.
 CU0905'LOCATED 10 MI. W. OF HAMLIN, 9.5 MI. E. OF ROTAN, 4 MI. W. AND 2 MI.
 CU0905'S. OF AN OLD CHURCH ALONG THE ROTAN-HAMLIN RD., ABOUT 1,000 FT. N. OF
 CU0905'AN E-W. PRAIRIE RD. ON A PROMINENT SANDY KNOLL IN PASTURE OWNED BY DR.
 CU0905'PARDUE OF HAMLIN.  ABOUT 1,000 FT. N. OF PRAIRIE RD., 2 MI. S. OF THE
 CU0905'ROTAN-PLAINS CUTOFF RD. ON HIGHEST POINT ON DIVIDE BETWEEN N. AND S.
 CU0905'DRAINAGE.
 CU0905'TO REACH STATION, TAKE RD. FROM ROTAN, OR HAMLIN, TO T-RD. S. 1 MI. W.
 CU0905'OF OLD CHURCH.  FOLLOW THIS RD. S. 2 MI.  TURN W. AT CROSSROADS, AND
 CU0905'FOLLOW MAIN RD. W. 3 MI.  AFTER TURNING W., THE KNOLL ON WHICH STATION
 CU0905'IS LOCATED IS PLAINLY VISIBLE A LITTLE N. OF THE RD.
 CU0905'STATION MARK--STANDARD TABLET STAMPED---TRIAN. STA. 1925---, SET IN
 CU0905'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0906 ***********************************************************************
 CU0906  DESIGNATION -  PARDUE
 CU0906  PID         -  CU0906
 CU0906  STATE/COUNTY-  TX/FISHER
 CU0906  USGS QUAD   -  ROYSTON (1981)
 CU0906
 CU0906                         *CURRENT SURVEY CONTROL
 CU0906  ___________________________________________________________________
 CU0906* NAD 83(1993)-  32 52 04.24725(N)    100 17 53.69849(W)     ADJUSTED  
 CU0906* NAVD 88     -       623.6    (meters)    2046.     (feet)  VERTCON   
 CU0906  ___________________________________________________________________
 CU0906  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CU0906  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CU0906
 CU0906  HORZ ORDER  -  SECOND
 CU0906
 CU0906.The horizontal coordinates were established by classical geodetic methods
 CU0906.and adjusted by the National Geodetic Survey in February 1996..
 CU0906
 CU0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0906
 CU0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0906
 CU0906.The geoid height was determined by GEOID03.
 CU0906
 CU0906;                    North         East     Units Scale Factor Converg.
 CU0906;SPC TXNC     - 2,134,638.709   431,726.506   MT  0.99987774   -0 58 50.7
 CU0906;SPC TXNC     - 7,003,393.83  1,416,422.71   sFT  0.99987774   -0 58 50.7
 CU0906;UTM  14      - 3,637,383.429   378,538.151   MT  0.99978191   -0 42 16.7
 CU0906
 CU0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0906!SPC TXNC     -   0.99990655  x   0.99987774  =   0.99978430
 CU0906!UTM  14      -   0.99990655  x   0.99978191  =   0.99968848
 CU0906
 CU0906|---------------------------------------------------------------------|
 CU0906| PID    Reference Object                     Distance      Geod. Az  |
 CU0906|                                                           dddmmss.s |
 CU0906| CX7898 PARDUE RM 2                          15.210 METERS 00301     |
 CU0906| CX7896 PARDUE AZ MK                                       0515603.6 |
 CU0906| CU0905 PARDUE                                3.258 METERS 17046     |
 CU0906| CU0900 ROBY COURTHOUSE DOME                APPROX.15.4 KM 2084039.2 |
 CU0906| CU0899 ROBY MUNICIPAL TANK                 APPROX.15.5 KM 2111133.7 |
 CU0906| CX7897 PARDUE RM 1                          14.310 METERS 26621     |
 CU0906|---------------------------------------------------------------------|
 CU0906
 CU0906                          SUPERSEDED SURVEY CONTROL
 CU0906
 CU0906  NAD 83(1993)-  32 52 04.25370(N)    100 17 53.69255(W) AD(       ) 2
 CU0906  NAD 83(1986)-  32 52 04.25341(N)    100 17 53.68982(W) AD(       ) 2
 CU0906  NAD 27      -  32 52 03.87500(N)    100 17 52.31100(W) AD(       ) 2
 CU0906  NGVD 29 (07/19/86)  623.4    (m)         2045.     (f) VERT ANG       
 CU0906
 CU0906.Superseded values are not recommended for survey control.
 CU0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0906.See file dsdata.txt to determine how the superseded data were derived.
 CU0906
 CU0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7853837383(NAD 83)
 CU0906_MARKER: DS = TRIANGULATION STATION DISK
 CU0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0906
 CU0906  HISTORY     - Date     Condition        Report By
 CU0906  HISTORY     - 1935     MONUMENTED       CGS
 CU0906  HISTORY     - 1938     GOOD             TXHD
 CU0906  HISTORY     - 1958     GOOD             CGS
 CU0906  HISTORY     - 1965     GOOD             USGS
 CU0906
 CU0906                          STATION DESCRIPTION
 CU0906
 CU0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0906'STATION IS LOCATED ON A PROMINENT BARE TOPPED KNOLL, HIGHEST
 CU0906'GROUND IN VICINITY 3-1/2 MILES N OF ROYSTON, AND 10 MILES
 CU0906'E BY N OF ROTAN.  MARK IS SET ON HIGHEST POINT.  A TIE WAS MADE
 CU0906'TO U.S.G.S. TRIANGULATION STATION 1925.  DISTANCE MEASURED
 CU0906'WAS 10.69 FEET (3.258 METERS).  DIRECTION WAS ALSO OBSERVED.
 CU0906'
 CU0906'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CU0906'STANDARD BRONZE DISKS SET IN CONCRETE.
 CU0906'
 CU0906'AZIMUTH MARK IS ABOUT 0.6 MILE NE OF STATION, SET IN E FENCE
 CU0906'OF MR. FARMERS YARD.  MARK IS SET HALFWAY BETWEEN FARMHOUSE
 CU0906'AND BARN.
 CU0906'
 CU0906'STATION IS REACHED FROM ROTAN BY TAKING MAIN ROAD AND STREET
 CU0906'E OUT OF TOWN S OF WATER TANK AND KEEPING STRAIGHT E FOR
 CU0906'10.6 MILES OR 4.0 MILES PAST BRIDGE WITH STEEL GUARD RAILS AND
 CU0906'TURNING RIGHT S, ON DIM ROAD THROUGH OPENING IN FENCE OPPOSITE
 CU0906'A T-ROAD N.  FOLLOW DIM ROAD S ALONG FENCE FOR 0.5 MILE
 CU0906'AND TAKE RIGHT FORK, GO 0.5 MILE AND PASS AN OLD HOUSE ON LEFT,
 CU0906'CONTINUE 0.3 MILE TO YARD OF MR. FARMER.  GO S THROUGH THE
 CU0906'YARD TO FENCE AND FOLLOW ROAD ALONG N SIDE OF FENCE TO GATE.
 CU0906'PASS THROUGH THE GATE AND FOLLOW ROAD W 1/2 MILE TO PROMINENT
 CU0906'BARE KNOLL AND STATION.  DR. A.E. PARDUE OF HAMLIN IS OWNER.
 CU0906'
 CU0906'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CU0906
 CU0906                          STATION RECOVERY (1938)
 CU0906
 CU0906'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0906'DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE MARKS
 CU0906'WERE FOUND IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER
 CU0906'THE AZIMUTH MARK.
 CU0906
 CU0906                          STATION RECOVERY (1958)
 CU0906
 CU0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0906'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0906'CONDITION.
 CU0906'
 CU0906'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM HAMLIN--
 CU0906'
 CU0906'TO REACH FROM HAMLIN, FROM THE JUNCTION OF U.S. HIGHWAY 83
 CU0906'AND STATE HIGHWAY 92, GO WEST ON STATE HIGHWAY 92 FOR 8.15
 CU0906'MILES TO CROSSROADS AT SIGN ROUND TOP OIL FIELD, TURN LEFT
 CU0906'AND GO SOUTH FOR 1.9 MILES TO A CATTLE GUARD ON THE RIGHT AT
 CU0906'CONOCO OIL CO. HEADQUARTERS, TURN RIGHT AND PICK ROAD WESTERLY
 CU0906'FOR 2.25 MILES TO THE STATION.  THERE ARE SO MANY ROADS
 CU0906'THROUGH THE OIL FIELD THAT IT WOULD BE DIFFICULT TO DESCRIBE
 CU0906'WHICH ROAD TO TAKE.  THE STATION IS VISABLE FROM CONOCO
 CU0906'HEADQUARTERS AND IS ON THE HIGH ROUND KNOLL ABOUT 2 MILES
 CU0906'DUE WEST.
 CU0906'
 CU0906'TO REACH THE AZIMUTH MARK FROM THE STATION, PICK ROAD EASTERLY
 CU0906'FOR 0.5 MILE TO A CATTLE GUARD IN NORTH-SOUTH FENCE LINE,
 CU0906'CROSS GUARD THEN TURN LEFT AND GO NORTHERLY FOR 0.3 MILE
 CU0906'TO THE MARK ON THE RIGHT ABOUT 0.05 MILE AFTER CROSSING A
 CU0906'CREEK.  THE MARK IS ABOUT 50 YARDS NORTHEAST OF THE DOROTHY
 CU0906'DECKER OIL WELL NO. 6.  THE FARM BUILD THAT WERE NEAR THE
 CU0906'AZIMUTH MARK HAVE BEEN TORN DOWN.
 CU0906
 CU0906                          STATION RECOVERY (1965)
 CU0906
 CU0906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CU0906'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CU0906'
 CU0906'REVISED DESCRIPTION--HAMLIN, JCT. OF U.S. 83 AND STATE 92.
 CU0906'THENCE WEST ON 92 FOR 8.55 MILES TO X-RDS., THENCE SOUTH 1.4 MILE
 CU0906'TO CATTLE GUARD ON RIGHT, THENCE WEST 1.2 MILE TO T-RD,
 CU0906'THENCE SOUTH 0.15 MILE TO T-RD., THENCE WEST 0.8 MILE TO
 CU0906'OIL WELL, THENCE TRACK ROAD ON NORTH SIDE OF WELL WEST AND
 CU0906'NORTH 0.3 MILE TO TOP OF PROMINENT KNOLL AND STATION.
 CU0906'
 CU0906'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN CONCRETE,
 CU0906'STAMPED ---PARDUE 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0528 ***********************************************************************
 EO0528  FBN         -  This is a Federal Base Network Control Station.
 EO0528  DESIGNATION -  PARILEY 2
 EO0528  PID         -  EO0528
 EO0528  STATE/COUNTY-  TX/PARMER
 EO0528  USGS QUAD   -  LARIAT (1980)
 EO0528
 EO0528                         *CURRENT SURVEY CONTROL
 EO0528  ___________________________________________________________________
 EO0528* NAD 83(1993)-  34 18 46.14296(N)    102 53 06.02607(W)     ADJUSTED  
 EO0528* NAVD 88     -      1215.916  (meters)    3989.22   (feet)  ADJUSTED  
 EO0528  ___________________________________________________________________
 EO0528  X           -  -1,176,245.468 (meters)                     COMP
 EO0528  Y           -  -5,141,939.990 (meters)                     COMP
 EO0528  Z           -   3,575,832.356 (meters)                     COMP
 EO0528  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 EO0528  ELLIP HEIGHT-        1191.82  (meters)          (05/01/00) GPS OBS
 EO0528  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 EO0528  DYNAMIC HT  -        1214.338 (meters)    3984.04  (feet)  COMP
 EO0528  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 EO0528
 EO0528  HORZ ORDER  -  B
 EO0528  VERT ORDER  -  FIRST     CLASS II
 EO0528  ELLP ORDER  -  THIRD     CLASS I
 EO0528
 EO0528.The horizontal coordinates were established by GPS observations
 EO0528.and adjusted by the National Geodetic Survey in May 1992..
 EO0528
 EO0528.The orthometric height was determined by differential leveling
 EO0528.and adjusted by the National Geodetic Survey in June 1991..
 EO0528
 EO0528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EO0528
 EO0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0528
 EO0528.The ellipsoidal height was determined by GPS observations
 EO0528.and is referenced to NAD 83.
 EO0528
 EO0528.The geoid height was determined by GEOID03.
 EO0528
 EO0528.The dynamic height is computed by dividing the NAVD 88
 EO0528.geopotential number by the normal gravity value computed on the
 EO0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0528.degrees latitude (g = 980.6199 gals.).
 EO0528
 EO0528.The modeled gravity was interpolated from observed gravity values.
 EO0528
 EO0528;                    North         East     Units Scale Factor Converg.
 EO0528;SPC TX N     - 1,035,597.655    72,509.374   MT  1.00009521   -0 48 09.6
 EO0528;SPC TX N     - 3,397,623.31    237,891.17   sFT  1.00009521   -0 48 09.6
 EO0528;SPC TXNC     - 2,301,881.730   196,453.870   MT  1.00011495   -2 23 29.6
 EO0528;SPC TXNC     - 7,552,090.31    644,532.41   sFT  1.00011495   -2 23 29.6
 EO0528;UTM  13      - 3,798,866.798   694,612.372   MT  1.00006687   +1 11 33.4
 EO0528
 EO0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0528!SPC TX N     -   0.99981294  x   1.00009521  =   0.99990814
 EO0528!SPC TXNC     -   0.99981294  x   1.00011495  =   0.99992787
 EO0528!UTM  13      -   0.99981294  x   1.00006687  =   0.99987980
 EO0528
 EO0528:                Primary Azimuth Mark                     Grid Az
 EO0528:SPC TX N     -  LARIAT                                   040 07 03.8
 EO0528:SPC TXNC     -  LARIAT                                   041 42 23.8
 EO0528:UTM  13      -  LARIAT                                   038 07 20.8
 EO0528
 EO0528|---------------------------------------------------------------------|
 EO0528| PID    Reference Object                     Distance      Geod. Az  |
 EO0528|                                                           dddmmss.s |
 EO0528| EO0641 LARIAT                              APPROX. 2.6 KM 0391854.2 |
 EO0528| CJ7247 PARILEY RM 1                         36.216 METERS 13349     |
 EO0528| EO0642 PARILEY                              32.014 METERS 21919     |
 EO0528| EO0529 PARILEY RM 2                         34.116 METERS 31238     |
 EO0528|---------------------------------------------------------------------|
 EO0528
 EO0528                          SUPERSEDED SURVEY CONTROL
 EO0528
 EO0528  ELLIP H (05/09/94) 1191.79   (m)                       GP(       ) 4 2
 EO0528  ELLIP H (12/21/93) 1191.79   (m)                       GP(       ) 4 1
 EO0528  NAD 83(1986)-  34 18 46.15891(N)    102 53 06.01411(W) AD(       ) 3
 EO0528  NAD 27      -  34 18 45.88500(N)    102 53 04.22200(W) AD(       ) 3
 EO0528  NAVD 88 (05/26/00) 1215.92   (m)         3989.2    (f) LEVELING    3  
 EO0528  NAVD 88 (05/26/92) 1215.92   (m)         3989.2    (f) LEVELING    3  
 EO0528  NGVD 29 (12/08/88) 1215.33   (m)         3987.3    (f) LEVELING    3  
 EO0528
 EO0528.Superseded values are not recommended for survey control.
 EO0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0528.See file dsdata.txt to determine how the superseded data were derived.
 EO0528
 EO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT9461298867(NAD 83)
 EO0528_MARKER: DS = TRIANGULATION STATION DISK
 EO0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0528_SP_SET: SQUARE CONCRETE MONUMENT
 EO0528_STAMPING: PARILEY 2 1963
 EO0528_MARK LOGO: CGS   
 EO0528_PROJECTION: PROJECTING 15 CENTIMETERS
 EO0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0528+STABILITY: SURFACE MOTION
 EO0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0528+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1999
 EO0528
 EO0528  HISTORY     - Date     Condition        Report By
 EO0528  HISTORY     - 1963     MONUMENTED       CGS
 EO0528  HISTORY     - 1968     GOOD             USAF
 EO0528  HISTORY     - 1978     GOOD             DMA
 EO0528  HISTORY     - 1982     GOOD             NGS
 EO0528  HISTORY     - 1988     GOOD             NGS
 EO0528  HISTORY     - 19890227 GOOD             NGS
 EO0528  HISTORY     - 19930216 GOOD             NGS
 EO0528  HISTORY     - 19980129 GOOD             NGS
 EO0528  HISTORY     - 19990412 GOOD             NGS
 EO0528  HISTORY     - 20000425 GOOD             TXDOT
 EO0528  HISTORY     - 20051023 POOR             GEOCAC
 EO0528
 EO0528                          STATION DESCRIPTION
 EO0528
 EO0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FAK)
 EO0528'STATION IS LOCATED ON THE NORTH SIDE OF THE PARMER-BAILEY COUNTY
 EO0528'LINE AND ON THE RIGHT-OF-WAY LINE BETWEEN THE RAILROAD AND U.S.
 EO0528'HIGHWAYS 84 AND 70.  AIRLINE ABOUT 1 MILE SOUTHEAST OF LARIAT,
 EO0528'10-1/2 MILES NORTHWEST OF MULESHOE.
 EO0528'
 EO0528'THE STATION IS A STANDARD DISK STAMPED PARILEY 2 1963 SET IN THE
 EO0528'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 EO0528'ABOVE THE SURFACE.  IT IS 47 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 EO0528'OF THE RAILROAD AND 12.1 FEET NORTHWEST OF A TEXAS F.A.P. POST
 EO0528'MARKED 603 + 69.1.
 EO0528'
 EO0528'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PARILEY R.M.
 EO0528'1 1934.  THIS IS THE ORIGINAL REFERENCE MARK FOR THE 1934
 EO0528'STATION AND THE ARROW IS POINTING TO WHERE THE 1934 STATION
 EO0528'WAS.  IT IS ON THE RIGHT-OF-WAY LINE BETWEEN THE RAILROAD AND
 EO0528'THE HIGHWAY.
 EO0528'
 EO0528'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PARILEY R.M.
 EO0528'2 1934.  THIS IS THE ORIGINAL REFERENCE MARK FOR THE 1934 STATION
 EO0528'AND THE ARROW IS POINTING TO WHERE THE 1934 STATION WAS.  IT IS ON
 EO0528'THE RIGHT-OF-WAY LINE BETWEEN THE RAILROAD AND THE HIGHWAY
 EO0528'AND 4 FEET EAST OF A TELEPHONE POLE.
 EO0528'
 EO0528'AZIMUTH MARK 1934 (DESTROYED) THE CONCRETE POST WAS FOUND LYING
 EO0528'BETWEEN A FIELD AND A BLADED ROAD WITH THE DISK GONE.
 EO0528'
 EO0528'PARILEY 1934 WAS DESTROYED FOR HIGHWAY CONSTRUCTION AFTER PARILEY
 EO0528'2 1963 WAS ESTABLISHED.
 EO0528'
 EO0528'TO REACH THE STATION FROM THE POST OFFICE IN LARIAT GO SOUTHEAST
 EO0528'ALONG U.S. HIGHWAYS 70 AND 84 FOR ABOUT 1-1/4 MILES TO THE
 EO0528'PARMER-BAILEY COUNTY LINE AND THE STATION ON THE LEFT.
 EO0528
 EO0528                          STATION RECOVERY (1968)
 EO0528
 EO0528'RECOVERY NOTE BY US AIR FORCE 1968
 EO0528'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 EO0528'CONDITION.
 EO0528'
 EO0528'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 EO0528'
 EO0528'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LARIAT, TEXAS,
 EO0528'GO EAST ON MAIN STREET FOR 0.5 MILE TO ITS INTERSECTION WITH
 EO0528'U.S. HIGHWAY 70/84.  THENCE, TURN RIGHT ON HIGHWAY 70/84 FOR
 EO0528'1.3 MILES TO THE STATION ON THE LEFT SIDE OF THE HIGHWAY.
 EO0528
 EO0528                          STATION RECOVERY (1978)
 EO0528
 EO0528'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 EO0528'PARILEY 2 1963 RECOVERED GOOD.
 EO0528'
 EO0528'PARILEY RM 1 1934 RECOVERED GOOD.
 EO0528'
 EO0528'PARILEY RM 2 1934 RECOVERED GOOD.
 EO0528'
 EO0528'DISTANCE AND DIRECTION FROM NEAREST TOWN--LARIAT, ABOUT 1.0 MILE
 EO0528'SOUTHEAST OF.
 EO0528
 EO0528                          STATION RECOVERY (1982)
 EO0528
 EO0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0528'17.8 KM (11.05 MI) NW FROM MULESHOE.
 EO0528'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 EO0528'17.8 KM (11.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM
 EO0528'THEIR JUNCTION IN MULESHOE, 0.2 KM (0.1 MI) SOUTHEAST OF RAILROAD
 EO0528'MILEPOST 11, 34.1 METERS (111.9 FT) SOUTHEAST OF PARILEY RM 2, 15.4
 EO0528'METERS (50.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND
 EO0528'LANES OF THE HIGHWAY, 14.2 METERS (46.6 FT) SOUTHWEST OF THE NEAR RAIL
 EO0528'OF THE SANTA FE RAILROAD AND 3.7 METERS (12.1 FT) NORTHWEST OF
 EO0528'CONCRETE HIGHWAY MARKER NUMBER FAP 640A 603+69.1.
 EO0528'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 EO0528
 EO0528                          STATION RECOVERY (1988)
 EO0528
 EO0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EO0528'THE STATION WAS RECOVERED AT THIS DATE.
 EO0528'OTHER MARKS NOT SEARCHED FOR.
 EO0528'
 EO0528'THE STATION IS LOCATED ABOUT 19.0 KM (11.8 MI)
 EO0528'NORTHWEST OF MULESHOE ON HIGHWAY RIGHT-OF-WAY AND BETWEEN THE
 EO0528'HIGHWAY AND RAILROAD TRACKS.  IT IS ON THE NORTH SIDE OF THE
 EO0528'PARMER-BAILEY COUNTY LINE.
 EO0528'OWNERSHIP--STATE DEPARTMENT OF HIGHWAYS, PO BOX 2708, AMARILLO TX
 EO0528'79105, PHONE 806-355-5671.
 EO0528'
 EO0528'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 70, 84 AND
 EO0528'STATE HIGHWAY 214 IN MULESHOE, GO NORTHWEST ON US HIGHWAYS 70 AND
 EO0528'84 FOR 11.6 KM (7.2 MI) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD FOR
 EO0528'6.8 KM (4.2 MI) TO A DIRT CROSSROAD.  CONTINUE AHEAD FOR 0.6 KM
 EO0528'(0.4 MI) TO THE BAILEY-PARMER COUNTY LINE AND THE STATION ON THE
 EO0528'RIGHT.
 EO0528'
 EO0528'THE STATION IS A STANDARD CGS DISK STAMPED---PARILEY 2 1963---, SET
 EO0528'IN THE TOP OF A 30 CM SQUARE CONCRETE POST PROJECTING 15 CM ON
 EO0528'SLOPE OF BANK.  LOCATED 35.1 METERS (115.2 FT) SOUTHEAST OF UTILITY
 EO0528'POLE 235 (AT BENCH MARK F 1470), 15.6 METERS (51.2 FT) NORTHEAST
 EO0528'FROM THE CENTER OF WESTBOUND LANES OF HIGHWAY, 3.6 METERS (11.8 FT)
 EO0528'NORTHWEST FROM TEXAS FAP POST 603+69, 2.0 METERS (6.6 FT) LOWER
 EO0528'THAN TOP OF BANK AND 0.3 METER (1.0 FT) NORTHWEST OF A FIBERGLASS
 EO0528'WITNESS POST.
 EO0528'
 EO0528'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EO0528'
 EO0528'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EO0528'
 EO0528'DESCRIBED BY D.A. BOWLING.
 EO0528
 EO0528                          STATION RECOVERY (1989)
 EO0528
 EO0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EO0528'RECOVERED IN GOOD CONDITION.
 EO0528
 EO0528                          STATION RECOVERY (1993)
 EO0528
 EO0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EO0528'STATION IS LOCATED ABOUT 18 KM (11.20 MI) NORTHWEST OF MULESHOE, 3 KM
 EO0528'(1.85 MI) SOUTHEAST OF LARIAT, 1.02 KM (0.65 MI) SOUTHEAST OF THE
 EO0528'JUNCTION OF U.S. HIGHWAY 84 AND FARM ROAD 1731,  ALONG HIGHWAY 84, ON
 EO0528'THE RIGHT-OF-WAY, AT MILE 238, AT THE PARMER-BAILEY COUNTY LINE, IN
 EO0528'THE WEED STRIP BETWEEN THE HIGHWAY AND A RAILROAD TRACK.
 EO0528'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 EO0528'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70, 84 AND STATE HIGHWAY
 EO0528'214 IN MULESHOE, GO NORTHWEST ON HIGHWAY 84 FOR 11.56 KM (7.20 MI) TO
 EO0528'A PAVED ROAD RIGHT.  CONTINUE AHEAD FOR 7.35 KM (4.55 MI) TO THE
 EO0528'STATION ON THE RIGHT JUST BEFORE REACHING THE COUNTY LINE.
 EO0528'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 EO0528'PROJECTING 15 CM ABOVE GROUND ON A SLIGHT SLOPE.  IT IS 15.4 M
 EO0528'(50.5 FT) NORTHEAST OF, AND SLIGHTLY HIGHER THAN THE WESTBOUND
 EO0528'HIGHWAY LANES, 14.4 M (47.2 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF
 EO0528'THE TRACK, 35.1 M (115.2 FT) SOUTHEAST OF UTILITY POLE 235, 3.6 M
 EO0528'(11.8 FT) NORTHWEST OF FAP POST 603+69, AND 0.4 M (1.3 FT) NORTHWEST
 EO0528'OF A FIBERGLASS WITNESS POST.
 EO0528
 EO0528                          STATION RECOVERY (1998)
 EO0528
 EO0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 EO0528'THE STATION IS LOCATED ABOUT 18 KM (11.20 MI) NORTHWEST OF MULESHOE, 3
 EO0528'KM (1.85 MI) SOUTHEAST OF LARIAT, AND ABOUT 1.02 KM (0.65 MI)
 EO0528'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 84 AND FARM ROAD 1731, ALONG
 EO0528'THE NORTHEAST SIDE OF HIGHWAY 84 NEAR THE PARMER-BAILEY COUNTY LINE,
 EO0528'BETWEEN THE HIGHWAY AND A RAILROAD TRACK.  OWNERSHIP--TEXAS DEPARTMENT
 EO0528'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EO0528'HIGHWAY 84 AND FARM ROAD 1731 ABOUT 1.93 KM (1.20 MI) SOUTHEAST OF
 EO0528'LARIAT, GO SOUTHEAST FOR 1.02 KM (0.65 MI) ALONG HIGHWAY 84 TO THE
 EO0528'STATION ON THE LEFT, JUST PASSED THE COUNTY LINE.  STATION IS 15.4 M
 EO0528'(50.5 FT) NORTHEAST OF THE WESTBOUND LANES CENTERLINE, 14.4 M (47.2
 EO0528'FT) SOUTHWEST OF THE NEAR RAIL, 9.2 M (30.2 FT) EAST-SOUTHEAST OF A
 EO0528'TALL METAL POWER LINE POLE NUMBER 157 (NUMBER NEAR TOP OF POLE) , 3.6
 EO0528'M (11.8 FT) NORTHWEST OF A CONCRETE FAP POST 603+69, 0.3 M (1.0 FT)
 EO0528'NORTHWEST OF A FIBERGLASS WITNESS POST, AND THE MONUMENT IS ABOUT 0.5
 EO0528'M (1.6 FT) ABOVE THE HIGHWAY LEVEL AND PROJECTING ABOUT 25-CM ABOVE
 EO0528'THE GROUND ON THE DOWNHILL SIDE.  BY R.G. HAYES
 EO0528
 EO0528                          STATION RECOVERY (1999)
 EO0528
 EO0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 EO0528'RECOVERED AS DESCRIBED.
 EO0528
 EO0528                          STATION RECOVERY (2000)
 EO0528
 EO0528'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 EO0528'STATION RECOVERED IN GOOD CONDITION, RM 2 1934 RECOVERED IN POOR
 EO0528'CONDITION, LEANING, RM 1 1934 RECOVERED IN GOOD CONDITION, AZIMUTH
 EO0528'MARK NOT SEARCHED FOR.
 EO0528
 EO0528                          STATION RECOVERY (2005)
 EO0528
 EO0528'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0528'STATION MARK IS ON ERODING EDGE OF EARTH EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0529 ***********************************************************************
 EO0529  DESIGNATION -  PARILEY RM 2
 EO0529  PID         -  EO0529
 EO0529  STATE/COUNTY-  TX/PARMER
 EO0529  USGS QUAD   -  LARIAT (1980)
 EO0529
 EO0529                         *CURRENT SURVEY CONTROL
 EO0529  ___________________________________________________________________
 EO0529* NAD 83(1986)-  34 18 47.     (N)    102 53 07.     (W)     SCALED    
 EO0529* NAVD 88     -      1215.863  (meters)    3989.04   (feet)  ADJUSTED  
 EO0529  ___________________________________________________________________
 EO0529  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 EO0529  DYNAMIC HT  -        1214.284 (meters)    3983.86  (feet)  COMP
 EO0529  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 EO0529
 EO0529  VERT ORDER  -  FIRST     CLASS II
 EO0529
 EO0529.The horizontal coordinates were scaled from a topographic map and have
 EO0529.an estimated accuracy of +/- 6 seconds.
 EO0529
 EO0529.The orthometric height was determined by differential leveling
 EO0529.and adjusted by the National Geodetic Survey in June 1991..
 EO0529
 EO0529.The geoid height was determined by GEOID03.
 EO0529
 EO0529.The dynamic height is computed by dividing the NAVD 88
 EO0529.geopotential number by the normal gravity value computed on the
 EO0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0529.degrees latitude (g = 980.6199 gals.).
 EO0529
 EO0529.The modeled gravity was interpolated from observed gravity values.
 EO0529
 EO0529;                    North         East    Units  Estimated Accuracy
 EO0529;SPC TX N     - 1,035,620.       72,490.      MT  (+/- 180 meters Scaled)
 EO0529
 EO0529                          SUPERSEDED SURVEY CONTROL
 EO0529
 EO0529.No superseded survey control is available for this station.
 EO0529
 EO0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT945988(NAD 83)
 EO0529_MARKER: DR = REFERENCE MARK DISK
 EO0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0529_SP_SET: CONCRETE POST
 EO0529_STAMPING: PARILEY RM 2 1934
 EO0529_MARK LOGO: CGS   
 EO0529_PROJECTION: PROJECTING 61 CENTIMETERS
 EO0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0529+STABILITY: SURFACE MOTION
 EO0529
 EO0529  HISTORY     - Date     Condition        Report By
 EO0529  HISTORY     - 1934     MONUMENTED       CGS
 EO0529  HISTORY     - 1982     GOOD             NGS
 EO0529  HISTORY     - 20051023 GOOD             GEOCAC
 EO0529
 EO0529                          STATION DESCRIPTION
 EO0529
 EO0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0529'17.8 KM (11.05 MI) NW FROM MULESHOE.
 EO0529'17.8 KM (11.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM
 EO0529'THEIR JUNCTION IN MULESHOE, 0.2 KM (0.1 MI) SOUTHEAST OF RAILROAD
 EO0529'MILEPOST 11, 34.1 METERS (111.9 FT) NORTHWEST OF TRIANGULATION STATION
 EO0529'PARILEY 2, 15.1 METERS (49.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 EO0529'NORTHWEST BOUND LANES OF THE HIGHWAY, 14.9 METERS (48.9 FT) SOUTHWEST
 EO0529'OF THE NEAR RAIL OF THE SANTA FE RAILROAD AND 1.4 METERS (4.6 FT) EAST
 EO0529'OF UTILITY POLE NUMBER 2.
 EO0529'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 EO0529
 EO0529                          STATION RECOVERY (2005)
 EO0529
 EO0529'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0569 ***********************************************************************
 DM0569  DESIGNATION -  PARIS 1
 DM0569  PID         -  DM0569
 DM0569  STATE/COUNTY-  TX/LAMAR
 DM0569  USGS QUAD   -  PARIS (1984)
 DM0569
 DM0569                         *CURRENT SURVEY CONTROL
 DM0569  ___________________________________________________________________
 DM0569* NAD 83(1986)-  33 39 30.     (N)    095 32 03.     (W)     SCALED    
 DM0569* NAVD 88     -       179.976  (meters)     590.47   (feet)  ADJUSTED  
 DM0569  ___________________________________________________________________
 DM0569  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0569  DYNAMIC HT  -         179.788 (meters)     589.85  (feet)  COMP
 DM0569  MODELED GRAV-     979,585.9   (mgal)                       NAVD 88
 DM0569
 DM0569  VERT ORDER  -  SECOND    CLASS 0
 DM0569
 DM0569.The horizontal coordinates were scaled from a topographic map and have
 DM0569.an estimated accuracy of +/- 6 seconds.
 DM0569
 DM0569.The orthometric height was determined by differential leveling
 DM0569.and adjusted by the National Geodetic Survey in June 1991..
 DM0569
 DM0569.The geoid height was determined by GEOID03.
 DM0569
 DM0569.The dynamic height is computed by dividing the NAVD 88
 DM0569.geopotential number by the normal gravity value computed on the
 DM0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0569.degrees latitude (g = 980.6199 gals.).
 DM0569
 DM0569.The modeled gravity was interpolated from observed gravity values.
 DM0569
 DM0569;                    North         East    Units  Estimated Accuracy
 DM0569;SPC TXNC     - 2,224,740.      875,030.      MT  (+/- 180 meters Scaled)
 DM0569
 DM0569                          SUPERSEDED SURVEY CONTROL
 DM0569
 DM0569  NGVD 29 (??/??/92)  179.956  (m)          590.41   (f) ADJ UNCH    2 0
 DM0569
 DM0569.Superseded values are not recommended for survey control.
 DM0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0569.See file dsdata.txt to determine how the superseded data were derived.
 DM0569
 DM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT650271(NAD 83)
 DM0569_MARKER: DB = BENCH MARK DISK
 DM0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0569_STAMPING: PARIS NO 1 1933
 DM0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0569+STABILITY: SURFACE MOTION
 DM0569
 DM0569  HISTORY     - Date     Condition        Report By
 DM0569  HISTORY     - 1933     MONUMENTED       CGS
 DM0569  HISTORY     - 1944     GOOD             SLSFRR
 DM0569  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0569
 DM0569                          STATION DESCRIPTION
 DM0569
 DM0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0569'IN PARIS.
 DM0569'EAST PARIS PUBLIC SCHOOL AT 36TH STREET.  21 FEET WEST OF SOUTH SIDE
 DM0569'ENTRANCE OF BUILDING.  ABOUT 4 FEET ABOVE SIDEWALK.  TABLET SET IN A
 DM0569'VERTICAL POSITION IN BRICK WALL.
 DM0569
 DM0569                          STATION RECOVERY (1944)
 DM0569
 DM0569'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0569'RECOVERED IN GOOD CONDITION.
 DM0569
 DM0569                          STATION RECOVERY (1995)
 DM0569
 DM0569'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0571 ***********************************************************************
 DM0571  DESIGNATION -  PARIS 2 RESET 1965
 DM0571  PID         -  DM0571
 DM0571  STATE/COUNTY-  TX/LAMAR
 DM0571  USGS QUAD   -  PARIS (1984)
 DM0571
 DM0571                         *CURRENT SURVEY CONTROL
 DM0571  ___________________________________________________________________
 DM0571* NAD 83(1986)-  33 40 04.     (N)    095 33 20.     (W)     SCALED    
 DM0571* NAVD 88     -       165.78   (+/-2cm)     543.9    (feet)  VERTCON   
 DM0571  ___________________________________________________________________
 DM0571  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DM0571
 DM0571  VERT ORDER  -  THIRD (See Below)
 DM0571
 DM0571.The horizontal coordinates were scaled from a topographic map and have
 DM0571.an estimated accuracy of +/- 6 seconds.
 DM0571
 DM0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0571.The vertical order pertains to the NGVD 29 superseded value.
 DM0571
 DM0571.The geoid height was determined by GEOID03.
 DM0571
 DM0571;                    North         East    Units  Estimated Accuracy
 DM0571;SPC TXNC     - 2,225,740.      873,020.      MT  (+/- 180 meters Scaled)
 DM0571
 DM0571                          SUPERSEDED SURVEY CONTROL
 DM0571
 DM0571  NGVD 29 (01/29/03)  165.75   (m)          543.8    (f) RESET       3  
 DM0571
 DM0571.Superseded values are not recommended for survey control.
 DM0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0571.See file dsdata.txt to determine how the superseded data were derived.
 DM0571
 DM0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT630282(NAD 83)
 DM0571_MARKER: DB = BENCH MARK DISK
 DM0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0571_SP_SET: STEP
 DM0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0571
 DM0571  HISTORY     - Date     Condition        Report By
 DM0571  HISTORY     - 1965     MONUMENTED       TXHD
 DM0571  HISTORY     - 1965     GOOD             TXHD
 DM0571
 DM0571                          STATION DESCRIPTION
 DM0571
 DM0571'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965
 DM0571'IN PARIS.
 DM0571'AT PARIS, AT THE STATE HIGHWAY DEPARTMENT BUILDING, IN THE TOP OF THE
 DM0571'LAST STEP AT THE NORTH ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3616 ***********************************************************************
 DH3616  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3616  DESIGNATION -  PARIS CORS ARP
 DH3616  CORS_ID     -  TXPA
 DH3616  PID         -  DH3616
 DH3616  STATE/COUNTY-  TX/LAMAR
 DH3616  USGS QUAD   -  PARIS (1984)
 DH3616
 DH3616                         *CURRENT SURVEY CONTROL
 DH3616  ___________________________________________________________________
 DH3616* NAD 83(CORS)-  33 40 27.22840(N)    095 33 25.25707(W)     ADJUSTED  
 DH3616* NAVD 88     -                                                        
 DH3616  ___________________________________________________________________
 DH3616  EPOCH DATE  -        2002.00
 DH3616  X           -    -514,539.426 (meters)                     COMP
 DH3616  Y           -  -5,288,529.069 (meters)                     COMP
 DH3616  Z           -   3,516,513.756 (meters)                     COMP
 DH3616  ELLIP HEIGHT-         146.26  (meters)          (06/??/05) GPS OBS
 DH3616  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DH3616
 DH3616  HORZ ORDER  -  SPECIAL (CORS)
 DH3616  ELLP ORDER  -  SPECIAL (CORS)
 DH3616
 DH3616.ITRF positions are available for this station.
 DH3616.The coordinates were established by GPS observations
 DH3616.and adjusted by the National Geodetic Survey in June 2005..
 DH3616.The coordinates are valid at the epoch date displayed above.
 DH3616.The epoch date for horizontal control is a decimal equivalence
 DH3616.of Year/Month/Day.
 DH3616
 DH3616
 DH3616.The PID for the CORS L1 Phase Center is DH3617.
 DH3616
 DH3616.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3616
 DH3616.The ellipsoidal height was determined by GPS observations
 DH3616.and is referenced to NAD 83.
 DH3616
 DH3616.The geoid height was determined by GEOID03.
 DH3616
 DH3616;                    North         East     Units Scale Factor Converg.
 DH3616;SPC TXNC     - 2,226,446.206   872,866.075   MT  0.99993152   +1 36 18.3
 DH3616;SPC TXNC     - 7,304,598.93  2,863,728.11   sFT  0.99993152   +1 36 18.3
 DH3616
 DH3616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3616!SPC TXNC     -   0.99997704  x   0.99993152  =   0.99990856
 DH3616
 DH3616                          SUPERSEDED SURVEY CONTROL
 DH3616
 DH3616.No superseded survey control is available for this station.
 DH3616
 DH3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6293728970(NAD 83)
 DH3616_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3616
 DH3616                          STATION DESCRIPTION
 DH3616
 DH3616'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3616'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3616'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3616'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3616'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3616'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3617 ***********************************************************************
 DH3617  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3617  DESIGNATION -  PARIS CORS L1 PHASE CENTER
 DH3617  CORS_ID     -  TXPA
 DH3617  PID         -  DH3617
 DH3617  STATE/COUNTY-  TX/LAMAR
 DH3617  USGS QUAD   -  PARIS (1984)
 DH3617
 DH3617                         *CURRENT SURVEY CONTROL
 DH3617  ___________________________________________________________________
 DH3617* NAD 83(CORS)-  33 40 27.22841(N)    095 33 25.25705(W)     ADJUSTED  
 DH3617* NAVD 88     -                                                        
 DH3617  ___________________________________________________________________
 DH3617  EPOCH DATE  -        2002.00
 DH3617  X           -    -514,539.431 (meters)                     COMP
 DH3617  Y           -  -5,288,529.127 (meters)                     COMP
 DH3617  Z           -   3,516,513.795 (meters)                     COMP
 DH3617  ELLIP HEIGHT-         146.33  (meters)          (06/??/05) GPS OBS
 DH3617  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DH3617
 DH3617  HORZ ORDER  -  SPECIAL (CORS)
 DH3617  ELLP ORDER  -  SPECIAL (CORS)
 DH3617
 DH3617.ITRF positions are available for this station.
 DH3617.The coordinates were established by GPS observations
 DH3617.and adjusted by the National Geodetic Survey in June 2005..
 DH3617.The coordinates are valid at the epoch date displayed above.
 DH3617.The epoch date for horizontal control is a decimal equivalence
 DH3617.of Year/Month/Day.
 DH3617
 DH3617
 DH3617.The PID for the CORS ARP is DH3616.
 DH3617
 DH3617.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3617
 DH3617.The ellipsoidal height was determined by GPS observations
 DH3617.and is referenced to NAD 83.
 DH3617
 DH3617.The geoid height was determined by GEOID03.
 DH3617
 DH3617;                    North         East     Units Scale Factor Converg.
 DH3617;SPC TXNC     - 2,226,446.206   872,866.075   MT  0.99993152   +1 36 18.3
 DH3617;SPC TXNC     - 7,304,598.93  2,863,728.11   sFT  0.99993152   +1 36 18.3
 DH3617
 DH3617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3617!SPC TXNC     -   0.99997703  x   0.99993152  =   0.99990855
 DH3617
 DH3617                          SUPERSEDED SURVEY CONTROL
 DH3617
 DH3617.No superseded survey control is available for this station.
 DH3617
 DH3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6293728970(NAD 83)
 DH3617_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3617
 DH3617                          STATION DESCRIPTION
 DH3617
 DH3617'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3617'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3617'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3617'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3617'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3617'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1427 ***********************************************************************
 DM1427  DESIGNATION -  PARIS LAMAR CO ELEC COOP MAST
 DM1427  PID         -  DM1427
 DM1427  STATE/COUNTY-  TX/LAMAR
 DM1427  USGS QUAD   -  PARIS (1984)
 DM1427
 DM1427                         *CURRENT SURVEY CONTROL
 DM1427  ___________________________________________________________________
 DM1427* NAD 83(1993)-  33 40 32.44411(N)    095 33 23.09243(W)     ADJUSTED  
 DM1427* NAVD 88     -                                                        
 DM1427  ___________________________________________________________________
 DM1427  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DM1427  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DM1427
 DM1427  HORZ ORDER  -  THIRD
 DM1427
 DM1427.The horizontal coordinates were established by classical geodetic methods
 DM1427.and adjusted by the National Geodetic Survey in February 1996..
 DM1427
 DM1427
 DM1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1427
 DM1427.The geoid height was determined by GEOID03.
 DM1427
 DM1427;                    North         East     Units Scale Factor Converg.
 DM1427;SPC TXNC     - 2,226,608.390   872,917.309   MT  0.99993180   +1 36 19.5
 DM1427;SPC TXNC     - 7,305,131.03  2,863,896.20   sFT  0.99993180   +1 36 19.5
 DM1427;UTM  15      - 3,729,129.774   262,996.726   MT  1.00029253   -1 25 05.4
 DM1427
 DM1427                          SUPERSEDED SURVEY CONTROL
 DM1427
 DM1427  NAD 83(1993)-  33 40 32.44511(N)    095 33 23.09150(W) AD(       ) 4
 DM1427  NAD 83(1986)-  33 40 32.45089(N)    095 33 23.08140(W) AD(       ) 4
 DM1427  NAD 27      -  33 40 32.08000(N)    095 33 22.23400(W) AD(       ) 3
 DM1427
 DM1427.Superseded values are not recommended for survey control.
 DM1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1427.See file dsdata.txt to determine how the superseded data were derived.
 DM1427
 DM1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6299729130(NAD 83)
 DM1427_MARKER: 42 = RADIO/TV MAST
 DM1427
 DM1427  HISTORY     - Date     Condition        Report By
 DM1427  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1427  HISTORY     - 1957     GOOD             CGS
 DM1427  HISTORY     - 19950608 GOOD             USPSQD
 DM1427
 DM1427                          STATION DESCRIPTION
 DM1427
 DM1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1427'LOCATED IN THE NORTH PART OF THE CITY OF PARIS, 1.05 MILES NORTH
 DM1427'OF THE CITY SQUARE.  APPROXIMATELY 150 FEET WEST OF NORTH
 DM1427'MAIN STREET, 50 FEET NORTH OF A LARGE FLAT-TOPPED BUILDING,
 DM1427'THE OFFICE AND SUPPLY BUILDING OF THE CO-OP.  THE MAST IS
 DM1427'PAINTED ORANGE AND WHITE AND IS ABOUT 200 FEET HIGH.  THE RED
 DM1427'FLASHING LIGHT AT THE TOP WAS THE POINT INTERSECTED.
 DM1427
 DM1427                          STATION RECOVERY (1957)
 DM1427
 DM1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1427'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1427'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1427
 DM1427                          STATION RECOVERY (1995)
 DM1427
 DM1427'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1424 ***********************************************************************
 DM1424  DESIGNATION -  PARIS MAGNETIC
 DM1424  PID         -  DM1424
 DM1424  STATE/COUNTY-  TX/LAMAR
 DM1424  USGS QUAD   -  PARIS (1984)
 DM1424
 DM1424                         *CURRENT SURVEY CONTROL
 DM1424  ___________________________________________________________________
 DM1424* NAD 83(1993)-  33 39 48.07675(N)    095 32 43.30450(W)     ADJUSTED  
 DM1424* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 DM1424  ___________________________________________________________________
 DM1424  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DM1424  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DM1424
 DM1424  HORZ ORDER  -  FIRST
 DM1424
 DM1424.The horizontal coordinates were established by classical geodetic methods
 DM1424.and adjusted by the National Geodetic Survey in February 1996..
 DM1424
 DM1424.The orthometric height was scaled from a topographic map.
 DM1424
 DM1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1424
 DM1424.The geoid height was determined by GEOID03.
 DM1424
 DM1424;                    North         East     Units Scale Factor Converg.
 DM1424;SPC TXNC     - 2,225,270.828   873,980.192   MT  0.99992948   +1 36 41.2
 DM1424;SPC TXNC     - 7,300,742.71  2,867,383.35   sFT  0.99992948   +1 36 41.2
 DM1424;UTM  15      - 3,727,737.515   263,987.940   MT  1.00028675   -1 24 41.7
 DM1424
 DM1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1424!SPC TXNC     -   0.99997535  x   0.99992948  =   0.99990483
 DM1424!UTM  15      -   0.99997535  x   1.00028675  =   1.00026209
 DM1424
 DM1424:                Primary Azimuth Mark                     Grid Az
 DM1424:SPC TXNC     -  PARIS MAGNETIC AZ MK                     005 26 26.2
 DM1424:UTM  15      -  PARIS MAGNETIC AZ MK                     008 27 49.1
 DM1424
 DM1424|---------------------------------------------------------------------|
 DM1424| PID    Reference Object                     Distance      Geod. Az  |
 DM1424|                                                           dddmmss.s |
 DM1424| CY2759 PARIS MAGNETIC AZ MK                               0070307.4 |
 DM1424| CY2760 PARIS MAGNETIC AZ MK 2                             0281102.7 |
 DM1424| CY2763 PARIS MAGNETIC RM 3                  25.671 METERS 05616     |
 DM1424| CY2761 PARIS MAGNETIC RM 1                  20.537 METERS 10548     |
 DM1424| CY2762 PARIS MAGNETIC RM 2                  27.904 METERS 17532     |
 DM1424| DM1430 PARIS RADIO STA KPLT MAST           APPROX. 3.2 KM 1943631.8 |
 DM1424| DM1432 PARIS MUNICIPAL STANDPIPE           489.408 METERS 2103652.5 |
 DM1424| DM1425 PARIS NW MUNICIPAL TANK             APPROX. 1.5 KM 2765628.3 |
 DM1424| DM1427 PARIS LAMAR CO ELEC COOP MAST       APPROX. 1.7 KM 3230821.6 |
 DM1424| DM1416 CAMP MAXEY WATER TANK               APPROX.13.0 KM 3570652.3 |
 DM1424| DM1428 PARIS RADIO STA KFTV MAST           APPROX. 6.5 KM 3575915.4 |
 DM1424|---------------------------------------------------------------------|
 DM1424
 DM1424                          SUPERSEDED SURVEY CONTROL
 DM1424
 DM1424  NAD 83(1993)-  33 39 48.07775(N)    095 32 43.30357(W) AD(       ) 1
 DM1424  NAD 83(1986)-  33 39 48.08342(N)    095 32 43.29348(W) AD(       ) 1
 DM1424  NAD 27      -  33 39 47.70600(N)    095 32 42.44400(W) AD(       ) 1
 DM1424
 DM1424.Superseded values are not recommended for survey control.
 DM1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1424.See file dsdata.txt to determine how the superseded data were derived.
 DM1424
 DM1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6398827738(NAD 83)
 DM1424_MARKER: DM = MAGNETIC STATION DISK
 DM1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1424
 DM1424  HISTORY     - Date     Condition        Report By
 DM1424  HISTORY     - 1935     MONUMENTED       CGS
 DM1424  HISTORY     - 1939     SEE DESCRIPTION  TXGS
 DM1424  HISTORY     - 1951     GOOD             CGS
 DM1424  HISTORY     - 1957     GOOD             CGS
 DM1424  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM1424
 DM1424                          STATION DESCRIPTION
 DM1424
 DM1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1424'STATION IS ON THE E SIDE OF THE CITY OF PARIS, ON THE W SIDE
 DM1424'OF THE GROUNDS OF THE FOURTH WARD SCHOOL AT THE SE CORNER OF
 DM1424'28TH AND PINE BLUFF STREETS.  IT IS 125 FEET E OF THE CENTER
 DM1424'LINE OF 28TH STREET, 106 FEET E OF E EDGE OF SIDEWALK ON
 DM1424'28TH STREET, 92 FEET N OF FENCE LINE, 66 FEET W OF HEDGE FENCE,
 DM1424'84 FEET SW OF THE SW CORNER OF SCHOOL BUILDING, 74-1/2 FEET
 DM1424'S OF S EDGE OF SIDEWALK TO W ENTRANCE OF BUILDING.
 DM1424'
 DM1424'THE SURFACE MARK IS A STANDARD BRONZE DISK, MAGNETIC STATION
 DM1424'MARK SET IN A 6-BY 6-INCH CONCRETE POST.  IT IS FLUSH WITH
 DM1424'THE TOP OF GROUND.  THERE IS NO UNDERGROUND MARK.
 DM1424'
 DM1424'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 DM1424'A BLOCK OR POST OF CONCRETE.
 DM1424'
 DM1424'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 3 FEET W OF HEDGE
 DM1424'FENCE, 1 FOOT S OF ORNAMENTAL ARCH, 64 FEET S OF THE SW CORNER
 DM1424'OF SCHOOL BUILDING.  MARK IS FLUSH.  IT IS DATED 1935.
 DM1424'
 DM1424'REFERENCE MARK NO. 2 IS S OF THE STATION, 1 FOOT N OF FENCE
 DM1424'LINE, 127 FEET E OF THE CENTER LINE OF 28TH STREET.  MARK
 DM1424'IS FLUSH.  IT IS DATED 1935.
 DM1424'
 DM1424'AZIMUTH MARK IS N OF THE STATION, ON THE N SIDE OF A VACANT
 DM1424'LOT, ABOUT 8 YARDS S OF THE CENTER LINE OF STREET, ABOUT 100
 DM1424'FEET E OF INTERSECTION OF 29TH STREET AND E-W STREET.  MARK
 DM1424'PROJECTS 4 INCHES.
 DM1424'
 DM1424'REACHED FROM THE SQUARE BY GOING N ON NORTH MAIN STREET 0.2
 DM1424'MILE TO PINE BLUFF STREET.  THENCE E 0.4 MILE TO SCHOOL AND
 DM1424'STATION.
 DM1424'
 DM1424'ALL LIGHTS COME INTO VIEW AT 54 FEET.
 DM1424
 DM1424                          STATION RECOVERY (1939)
 DM1424
 DM1424'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 DM1424'STATION AND TWO REFERENCE MARKS RECOVERED.  THE STATION MARK
 DM1424'IS PROJECTING ABOUT 6 INCHES AND WAS SURROUNDED WITH A SMALL
 DM1424'MOUND OF DIRT.  IT MAY BE DISTURBED IN THE NEAR FUTURE AS
 DM1424'AT THAT TIME, MARCH 1939, THE SCHOOLYARD WAS BEING LEVELED.
 DM1424'THE TWO REFERENCE MARKS ARE IN GOOD CONDITION.  A SEARCH
 DM1424'WAS MADE FOR THE AZIMUTH MARK WITHOUT SUCCESS AS THE WIDENING
 DM1424'OF THE STREET JUST N OF THE MARK HAS PROBABLY NECESSITATED
 DM1424'REMOVING IT.
 DM1424
 DM1424                          STATION RECOVERY (1951)
 DM1424
 DM1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1424'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 DM1424'TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK AND REFERENCE
 DM1424'MARK NO. 3 WERE SET.  THE DIRECTION TO REFERENCE MARK NO. 2
 DM1424'DID NOT CHECK WITH THE 1935.
 DM1424'
 DM1424'A NEW DESCRIPTION FOLLOWS.
 DM1424'
 DM1424'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF PARIS,
 DM1424'IN THE FOURTH WARD SCHOOL GROUNDS AT THE CORNER OF PINE BLUFF
 DM1424'AND 10TH. STREETS.  IT IS 84 FEET SOUTHWEST OF THE SOUTHWEST
 DM1424'CORNER OF THE MAIN SCHOOL BUILDING AND 46 FEET SOUTH OF THE
 DM1424'SOUTHWEST CORNER OF THE WEST OF TWO SCHOOL BUILDINGS.  THE
 DM1424'MARK IS A STANDARD MAGNETIC STATION DISK SET IN A 6 X 6 INCH
 DM1424'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 DM1424'GROUND AND THE DISK IS STAMPED 1927.
 DM1424'
 DM1424'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF THE SOUTH FENCE LINE.
 DM1424'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 DM1424'DISK IS STAMPED PARIS MAGNETIC NO 2 1935.
 DM1424'
 DM1424'REFERENCE MARK NO. 3 IS SET IN THE CONCRETE STEP TO THE DRINKING
 DM1424'FOUNTAINS WHICH IS 1 FOOT NORTH OF THE SOUTHWEST CORNER OF
 DM1424'THE MAIN SCHOOL BUILDING.  THE MARK PROJECTS 4 INCHES AND
 DM1424'THE DISK IS STAMPED PARIS MAGNETIC NO 3 1951.
 DM1424'
 DM1424'AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF 14TH. STREET,
 DM1424'23 FEET SOUTH OF THE CENTERLINE OF GROVE STREET AND 10 FEET
 DM1424'NORTHWEST OF A FIRE HYDRANT.  THE MARK PROJECTS 4 INCHES
 DM1424'AND THE DISK IS STAMPED PARIS MAGNETIC AZI 1950.
 DM1424'
 DM1424'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN PARIS, GO
 DM1424'NORTH 0.2 MILE, TURN RIGHT (EAST) ON PINE BLUFF STREET 0.6
 DM1424'MILE TO 10TH. STREET AND THE STATION IN THE SCHOOL GROUNDS
 DM1424'ON THE RIGHT.
 DM1424'
 DM1424'TO REACH THE AZIMUTH MARK FROM THE CORNER OF PINE BLUFF AND
 DM1424'10TH. STREETS, GO EAST ON PINE BLUFF STREET 0.2 MILE, TURN
 DM1424'LEFT (NORTH) ON 14TH. STREET 0.4 MILE TO THE MARK IN THE
 DM1424'SOUTHWEST ANGLE OF GROVE STREET AND 14TH. STREET.
 DM1424'
 DM1424'NOTE- THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 DM1424'
 DM1424'OBSERVATIONS TAKEN FROM A 77 FT. STEEL TOWER.
 DM1424
 DM1424                          STATION RECOVERY (1957)
 DM1424
 DM1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1424'STATION, REFERENCE MARK NO. 3 AND AZIMUTH MARK WERE RECOVERED
 DM1424'IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 WAS
 DM1424'COVERED AND COULD NOT BE LOCATED.  DIRECTIONS FOR PROCEEDING
 DM1424'TO STATION SITE ARE CORRECT.
 DM1424
 DM1424                          STATION RECOVERY (1995)
 DM1424
 DM1424'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1425 ***********************************************************************
 DM1425  DESIGNATION -  PARIS NW MUNICIPAL TANK
 DM1425  PID         -  DM1425
 DM1425  STATE/COUNTY-  TX/LAMAR
 DM1425  USGS QUAD   -  PARIS (1984)
 DM1425
 DM1425                         *CURRENT SURVEY CONTROL
 DM1425  ___________________________________________________________________
 DM1425* NAD 83(1993)-  33 39 53.82219(N)    095 33 39.77887(W)     ADJUSTED  
 DM1425* NAVD 88     -                                                        
 DM1425  ___________________________________________________________________
 DM1425  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DM1425  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DM1425
 DM1425  HORZ ORDER  -  THIRD
 DM1425
 DM1425.The horizontal coordinates were established by classical geodetic methods
 DM1425.and adjusted by the National Geodetic Survey in February 1996..
 DM1425
 DM1425
 DM1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1425
 DM1425.The geoid height was determined by GEOID03.
 DM1425
 DM1425;                    North         East     Units Scale Factor Converg.
 DM1425;SPC TXNC     - 2,225,406.960   872,520.954   MT  0.99992978   +1 36 10.4
 DM1425;SPC TXNC     - 7,301,189.33  2,862,595.83   sFT  0.99992978   +1 36 10.4
 DM1425;UTM  15      - 3,727,950.493   262,537.388   MT  1.00029522   -1 25 13.2
 DM1425
 DM1425                          SUPERSEDED SURVEY CONTROL
 DM1425
 DM1425  NAD 83(1993)-  33 39 53.82320(N)    095 33 39.77799(W) AD(       ) 4
 DM1425  NAD 83(1986)-  33 39 53.82903(N)    095 33 39.76791(W) AD(       ) 4
 DM1425  NAD 27      -  33 39 53.45400(N)    095 33 38.92300(W) AD(       ) 3
 DM1425
 DM1425.Superseded values are not recommended for survey control.
 DM1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1425.See file dsdata.txt to determine how the superseded data were derived.
 DM1425
 DM1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6253727950(NAD 83)
 DM1425_MARKER: 53 = ELEVATED TANK
 DM1425
 DM1425  HISTORY     - Date     Condition        Report By
 DM1425  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1425  HISTORY     - 1965     GOOD             CGS
 DM1425  HISTORY     - 1978     GOOD             NGS
 DM1425  HISTORY     - 19950608 GOOD             USPSQD
 DM1425
 DM1425                          STATION DESCRIPTION
 DM1425
 DM1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1425'STATION IS LOCATED IN THE HIGHEST PART OF NORTHWEST PARIS,
 DM1425'NEAR THE CENTER OF THE 400 BLOCK OF 5 TH STREET NW.  IT IS A HIGH
 DM1425'ELEVATED TANK, ABOUT 125 FEET HIGH AND SUPPORTED BY A GRID
 DM1425'OF 12 LEGS AND CONNECTING CABLES.  THE TANK IS PAINTED SILVER
 DM1425'COLOR AND THE SILVER BALL AT THE TOP AND CENTER OF THE TANK
 DM1425'WAS THE POINT INTERSECTED.
 DM1425
 DM1425                          STATION RECOVERY (1965)
 DM1425
 DM1425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 DM1425'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 DM1425'GOOD CONDITION.
 DM1425
 DM1425                          STATION RECOVERY (1978)
 DM1425
 DM1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 DM1425'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DM1425'
 DM1425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST
 DM1425'SECTION OF PARIS.
 DM1425
 DM1425                          STATION RECOVERY (1995)
 DM1425
 DM1425'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1428 ***********************************************************************
 DM1428  DESIGNATION -  PARIS RADIO STA KFTV MAST
 DM1428  PID         -  DM1428
 DM1428  STATE/COUNTY-  TX/LAMAR
 DM1428  USGS QUAD   -  PARIS (1984)
 DM1428
 DM1428                         *CURRENT SURVEY CONTROL
 DM1428  ___________________________________________________________________
 DM1428* NAD 83(1993)-  33 43 20.10844(N)    095 32 52.22028(W)     ADJUSTED  
 DM1428* NAVD 88     -                                                        
 DM1428  ___________________________________________________________________
 DM1428  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DM1428  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DM1428
 DM1428  HORZ ORDER  -  THIRD
 DM1428
 DM1428.The horizontal coordinates were established by classical geodetic methods
 DM1428.and adjusted by the National Geodetic Survey in February 1996..
 DM1428
 DM1428
 DM1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1428
 DM1428.The geoid height was determined by GEOID03.
 DM1428
 DM1428;                    North         East     Units Scale Factor Converg.
 DM1428;SPC TXNC     - 2,231,794.115   873,567.057   MT  0.99994097   +1 36 36.3
 DM1428;SPC TXNC     - 7,322,144.53  2,866,027.92   sFT  0.99994097   +1 36 36.3
 DM1428;UTM  15      - 3,734,275.813   263,919.501   MT  1.00028714   -1 24 54.5
 DM1428
 DM1428                          SUPERSEDED SURVEY CONTROL
 DM1428
 DM1428  NAD 83(1993)-  33 43 20.10923(N)    095 32 52.21939(W) AD(       ) 4
 DM1428  NAD 83(1986)-  33 43 20.11507(N)    095 32 52.20930(W) AD(       ) 4
 DM1428  NAD 27      -  33 43 19.74600(N)    095 32 51.35800(W) AD(       ) 3
 DM1428
 DM1428.Superseded values are not recommended for survey control.
 DM1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1428.See file dsdata.txt to determine how the superseded data were derived.
 DM1428
 DM1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6392034276(NAD 83)
 DM1428_MARKER: 42 = RADIO/TV MAST
 DM1428
 DM1428  HISTORY     - Date     Condition        Report By
 DM1428  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1428  HISTORY     - 1957     GOOD             CGS
 DM1428  HISTORY     - 19950608 GOOD             USPSQD
 DM1428
 DM1428                          STATION DESCRIPTION
 DM1428
 DM1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1428'STATION IS LOCATED ABOUT 3 MILES NORTH OF PARIS, 200 FEET EAST
 DM1428'OF U.S. HIGHWAY 271, AND 100 FEET SOUTHEAST OF A FLAT TOPPED
 DM1428'LOW BUILDING, THE TRANSMITTER HOUSE.  THE MAST IS ABOUT 200
 DM1428'FEET HIGH, PAINTED WITH ALTERNATE BANDS OF ORANGE AND WHITE.
 DM1428'THE RED FLASHING LIGHT AT THE TOP OF THE MAST WAS THE POINT
 DM1428'INTERSECTED.
 DM1428'
 DM1428'THE STATION WAS REACHED FROM THE NORTHEAST CORNER OF THE
 DM1428'SQUARE IN PARIS, BY GOING NORTHERLY ON U.S. HIGHWAY 271
 DM1428'FOR 4.3 MILES TO THE STATION SITE ON THE RIGHT AS DESCRIBED ABOVE.
 DM1428
 DM1428                          STATION RECOVERY (1957)
 DM1428
 DM1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1428'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1428'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1428
 DM1428                          STATION RECOVERY (1995)
 DM1428
 DM1428'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1431 ***********************************************************************
 DM1431  DESIGNATION -  PARIS SW MUNICIPAL TANK
 DM1431  PID         -  DM1431
 DM1431  STATE/COUNTY-  TX/LAMAR
 DM1431  USGS QUAD   -  PARIS (1984)
 DM1431
 DM1431                         *CURRENT SURVEY CONTROL
 DM1431  ___________________________________________________________________
 DM1431* NAD 83(1993)-  33 39 08.67757(N)    095 33 26.75157(W)     ADJUSTED  
 DM1431* NAVD 88     -                                                        
 DM1431  ___________________________________________________________________
 DM1431  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DM1431  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM1431
 DM1431  HORZ ORDER  -  THIRD
 DM1431
 DM1431.The horizontal coordinates were established by classical geodetic methods
 DM1431.and adjusted by the National Geodetic Survey in February 1996..
 DM1431
 DM1431
 DM1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1431
 DM1431.The geoid height was determined by GEOID03.
 DM1431
 DM1431;                    North         East     Units Scale Factor Converg.
 DM1431;SPC TXNC     - 2,224,026.089   872,895.370   MT  0.99992746   +1 36 17.5
 DM1431;SPC TXNC     - 7,296,658.93  2,863,824.23   sFT  0.99992746   +1 36 17.5
 DM1431;UTM  15      - 3,726,551.287   262,838.570   MT  1.00029346   -1 25 04.3
 DM1431
 DM1431                          SUPERSEDED SURVEY CONTROL
 DM1431
 DM1431  NAD 83(1993)-  33 39 08.67861(N)    095 33 26.75069(W) AD(       ) 4
 DM1431  NAD 83(1986)-  33 39 08.68443(N)    095 33 26.74065(W) AD(       ) 4
 DM1431  NAD 27      -  33 39 08.31300(N)    095 33 25.89400(W) AD(       ) 3
 DM1431
 DM1431.Superseded values are not recommended for survey control.
 DM1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1431.See file dsdata.txt to determine how the superseded data were derived.
 DM1431
 DM1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6283926551(NAD 83)
 DM1431_MARKER: 53 = ELEVATED TANK
 DM1431
 DM1431  HISTORY     - Date     Condition        Report By
 DM1431  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1431  HISTORY     - 1957     GOOD             CGS
 DM1431  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM1431
 DM1431                          STATION DESCRIPTION
 DM1431
 DM1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1431'STATION IS LOCATED AT THE INTERSECTION OF BROWN AND 1 ST.,
 DM1431'(THE 1100 BLOCK OF 1 ST STREET.).  IT IS A HIGH ELEVATED
 DM1431'TANK, ABOUT 150 FEET HIGH, SUPPORTED BY 4 LEGS AND PAINTED
 DM1431'SILVER COLORED.  THE SILVER COLORED BALL AT THE TOP OF THE
 DM1431'TANK WAS THE POINT INTERSECTED.
 DM1431
 DM1431                          STATION RECOVERY (1957)
 DM1431
 DM1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1431'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1431'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1431
 DM1431                          STATION RECOVERY (1995)
 DM1431
 DM1431'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1426 ***********************************************************************
 DM1426  DESIGNATION -  PARIS TEX P AND L CO RAD MAST
 DM1426  PID         -  DM1426
 DM1426  STATE/COUNTY-  TX/LAMAR
 DM1426  USGS QUAD   -  PARIS (1984)
 DM1426
 DM1426                         *CURRENT SURVEY CONTROL
 DM1426  ___________________________________________________________________
 DM1426* NAD 83(1993)-  33 39 22.14342(N)    095 34 07.07650(W)     ADJUSTED  
 DM1426* NAVD 88     -                                                        
 DM1426  ___________________________________________________________________
 DM1426  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DM1426  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM1426
 DM1426  HORZ ORDER  -  THIRD
 DM1426
 DM1426.The horizontal coordinates were established by classical geodetic methods
 DM1426.and adjusted by the National Geodetic Survey in February 1996..
 DM1426
 DM1426
 DM1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1426
 DM1426.The geoid height was determined by GEOID03.
 DM1426
 DM1426;                    North         East     Units Scale Factor Converg.
 DM1426;SPC TXNC     - 2,224,411.739   871,845.245   MT  0.99992815   +1 35 55.5
 DM1426;SPC TXNC     - 7,297,924.18  2,860,378.94   sFT  0.99992815   +1 35 55.5
 DM1426;UTM  15      - 3,726,991.940   261,809.864   MT  1.00029949   -1 25 27.2
 DM1426
 DM1426                          SUPERSEDED SURVEY CONTROL
 DM1426
 DM1426  NAD 83(1993)-  33 39 22.14443(N)    095 34 07.07555(W) AD(       ) 4
 DM1426  NAD 83(1986)-  33 39 22.15021(N)    095 34 07.06551(W) AD(       ) 4
 DM1426  NAD 27      -  33 39 21.77700(N)    095 34 06.21900(W) AD(       ) 3
 DM1426
 DM1426.Superseded values are not recommended for survey control.
 DM1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1426.See file dsdata.txt to determine how the superseded data were derived.
 DM1426
 DM1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6181026992(NAD 83)
 DM1426_MARKER: 42 = RADIO/TV MAST
 DM1426
 DM1426  HISTORY     - Date     Condition        Report By
 DM1426  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1426  HISTORY     - 1957     GOOD             CGS
 DM1426  HISTORY     - 19950608 GOOD             USPSQD
 DM1426
 DM1426                          STATION DESCRIPTION
 DM1426
 DM1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1426'STATION IS LOCATED AT THE WEST EDGE OF PARIS, ABOUT 1 MILE
 DM1426'WEST-SOUTHWEST OF THE CITY SQUARE, 100 YARDS WEST OF EXTENSIVE
 DM1426'RAILROAD SIDEINGS, 0.1 MILE SOUTH OF THE 1200 BLOCK OF W
 DM1426'SHERMAN STREET AND AT THE NORTH END OF THE POWERHOUSE.  THE
 DM1426'MAST IS 217 FEET HIGH, PAINTED WITH ALTERNATE BANDS OF ORANGE
 DM1426'AND WHITE WITH A RED FLASHING LIGHT AT THE TOP.  WHICH POINT
 DM1426'WAS INTERSECTED.
 DM1426'
 DM1426'STATION WAS REACHED FROM THE SOUTHWEST CORNER OF THE SQUARE
 DM1426'IN PARIS BY GOING SOUTH ON 1 ST WEST STREET FOR 0.2 MILES TO
 DM1426'SHERMAN.  THENCE RIGHT OR WEST ON SHERMAN FOR 0.8 MILES TO
 DM1426'THE ENTRANCE TO THE SUPPLY YARDS AND ROAD TO THE POWER PLANT
 DM1426'AND STATION SITE.
 DM1426
 DM1426                          STATION RECOVERY (1957)
 DM1426
 DM1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1426'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1426'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1426
 DM1426                          STATION RECOVERY (1995)
 DM1426
 DM1426'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1408 ***********************************************************************
 BZ1408  DESIGNATION -  PARISH
 BZ1408  PID         -  BZ1408
 BZ1408  STATE/COUNTY-  TX/NAVARRO
 BZ1408  USGS QUAD   -  PURDON (1978)
 BZ1408
 BZ1408                         *CURRENT SURVEY CONTROL
 BZ1408  ___________________________________________________________________
 BZ1408* NAD 83(1993)-  31 53 29.15932(N)    096 35 28.84334(W)     ADJUSTED  
 BZ1408* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 BZ1408  ___________________________________________________________________
 BZ1408  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BZ1408  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 BZ1408
 BZ1408  HORZ ORDER  -  SECOND
 BZ1408
 BZ1408.The horizontal coordinates were established by classical geodetic methods
 BZ1408.and adjusted by the National Geodetic Survey in February 1996..
 BZ1408
 BZ1408.The orthometric height was scaled from a topographic map.
 BZ1408
 BZ1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1408
 BZ1408.The geoid height was determined by GEOID03.
 BZ1408
 BZ1408;                    North         East     Units Scale Factor Converg.
 BZ1408;SPC TXNC     - 2,026,566.081   780,570.712   MT  1.00007577   +1 02 27.5
 BZ1408;SPC TXNC     - 6,648,825.55  2,560,922.41   sFT  1.00007577   +1 02 27.5
 BZ1408;SPC TX C     - 3,252,592.052 1,053,942.224   MT  1.00000219   +1 55 38.4
 BZ1408;SPC TX C     -10,671,212.42  3,457,808.78   sFT  1.00000219   +1 55 38.4
 BZ1408;UTM  14      - 3,530,932.666   727,807.843   MT  1.00024008   +1 16 23.0
 BZ1408
 BZ1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1408!SPC TXNC     -   0.99998139  x   1.00007577  =   1.00005716
 BZ1408!SPC TX C     -   0.99998139  x   1.00000219  =   0.99998358
 BZ1408!UTM  14      -   0.99998139  x   1.00024008  =   1.00022147
 BZ1408
 BZ1408|---------------------------------------------------------------------|
 BZ1408| PID    Reference Object                     Distance      Geod. Az  |
 BZ1408|                                                           dddmmss.s |
 BZ1408| CV8973 PARISH RM 1                          26.620 METERS 01639     |
 BZ1408| CV8972 PARISH AZ MK                                       1002430.9 |
 BZ1408| BZ1417 TEHUACANA WESTMINSTER COLLEGE       APPROX.16.9 KM 1650821.9 |
 BZ1408| BZ1416 TEHUACANA MUNICIPAL TANK            APPROX.17.1 KM 1653357.6 |
 BZ1408| CV8974 PARISH RM 2                          36.271 METERS 24350     |
 BZ1408|---------------------------------------------------------------------|
 BZ1408
 BZ1408                          SUPERSEDED SURVEY CONTROL
 BZ1408
 BZ1408  NAD 83(1986)-  31 53 29.16788(N)    096 35 28.82424(W) AD(       ) 2
 BZ1408  NAD 27      -  31 53 28.59100(N)    096 35 27.87100(W) AD(       ) 2
 BZ1408
 BZ1408.Superseded values are not recommended for survey control.
 BZ1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1408.See file dsdata.txt to determine how the superseded data were derived.
 BZ1408
 BZ1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA2780830933(NAD 83)
 BZ1408_MARKER: DS = TRIANGULATION STATION DISK
 BZ1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1408
 BZ1408  HISTORY     - Date     Condition        Report By
 BZ1408  HISTORY     - 1948     MONUMENTED       CGS
 BZ1408
 BZ1408                          STATION DESCRIPTION
 BZ1408
 BZ1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1408'STATION IS LOCATED ABOUT 7 MILES EAST OF DAWSON AND 16 MILES
 BZ1408'SOUTHWEST OF CORSICANA AND ON PROPERTY OWNED BY MR. W.T. SWINK.
 BZ1408'IT IS NEAR A TENEMENT HOUSE WITH A BRICK CHIMNEY, 60 FEET
 BZ1408'SOUTHEAST OF THE BRICK WELL CURB IN FRONT OF THE HOUSE AND 30
 BZ1408'FEET NORTHEAST OF A LONE TREE.  THE MARK IS FLUSH WITH THE
 BZ1408'GROUND AND THE DISC IS STAMPED, PARISH 1948.
 BZ1408'
 BZ1408'REFERENCE MARK NO. 1 IS 87.34 FEET NORTH OF THE STATION, 36
 BZ1408'FEET EAST OF A FENCE CORNER, 24 FEET EAST OF A DRIVEWAY AND
 BZ1408'1 FOOT SOUTHWEST OF A POWER LINE POLE.  THE MARK PROJECTS
 BZ1408'ABOUT 4 INCHES AND THE DISC IS STAMPED, PARISH NO 1 1948.
 BZ1408'
 BZ1408'REFERENCE MARK NO. 2 IS 119.00 FEET SOUTHWEST OF THE STATION,
 BZ1408'45 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 45 FEET
 BZ1408'SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 BZ1408'DISC IS STAMPED, PARISH NO 2 1948.
 BZ1408'
 BZ1408'AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 20 FEET NORTH
 BZ1408'OF A CENTER LINE OF THE COUNTRY ROAD, 4 FEET WEST OF A WHITE
 BZ1408'POST AND 1-1/2 FEET NORTHWEST OF A POWER LINE POLE.  THE MARK
 BZ1408'PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED, PARISH 1948.
 BZ1408'
 BZ1408'STATION WAS REACHED FROM THE JUNCTION OF STATE ROUTES 31 AND 22
 BZ1408'AND FARM ROAD 709 IN CORSICANA, BY GOING SOUTH AND WEST ON FARM
 BZ1408'ROAD 709 FOR 15.8 MILES TO A SMALL SERVICE STATION ON THE RIGHT.
 BZ1408'CONTINUE ON FOR 0.2 MILE TO A FARM ROAD ON THE LEFT.  TURN LEFT
 BZ1408'ON FARM ROAD FOR 1.2 MILES TO A T-INTERSECTION OF ROADS.  TURN
 BZ1408'RIGHT AND GO 0.4 MILE TO A SIDE ROAD TO THE RIGHT.  TURN RIGHT
 BZ1408'AND FOLLOW WINDING ROAD TO A SMALL HOUSE ON THE LEFT AND
 BZ1408'STATION SITE, A DISTANCE OF 0.35 MILE.  THE AZIMUTH MARK IS AT
 BZ1408'THE END OF THE 0.4 MILE MENTIONED ABOVE.
 BZ1408'
 BZ1408'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0626 ***********************************************************************
 AW0626  DESIGNATION -  PARK
 AW0626  PID         -  AW0626
 AW0626  STATE/COUNTY-  TX/GALVESTON
 AW0626  USGS QUAD   -  LAKE COMO (1994)
 AW0626
 AW0626                         *CURRENT SURVEY CONTROL
 AW0626  ___________________________________________________________________
 AW0626* NAD 83(1993)-  29 11 57.91066(N)    094 57 00.90178(W)     ADJUSTED  
 AW0626* NAVD 88     -         2.07   (+/-2cm)       6.8    (feet)  VERTCON   
 AW0626  ___________________________________________________________________
 AW0626  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AW0626  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0626
 AW0626  HORZ ORDER  -  SECOND
 AW0626  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0626
 AW0626.The horizontal coordinates were established by classical geodetic methods
 AW0626.and adjusted by the National Geodetic Survey in February 1996..
 AW0626
 AW0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0626.The vertical order pertains to the NGVD 29 superseded value.
 AW0626
 AW0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0626
 AW0626.The geoid height was determined by GEOID03.
 AW0626
 AW0626;                    North         East     Units Scale Factor Converg.
 AW0626;SPC TXSC     - 4,158,215.936   993,711.924   MT  0.99986602   +1 59 02.5
 AW0626;SPC TXSC     -13,642,413.45  3,260,203.20   sFT  0.99986602   +1 59 02.5
 AW0626;UTM  15      - 3,231,654.595   310,392.153   MT  1.00004364   -0 57 06.2
 AW0626
 AW0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0626!SPC TXSC     -   1.00000385  x   0.99986602  =   0.99986987
 AW0626!UTM  15      -   1.00000385  x   1.00004364  =   1.00004749
 AW0626
 AW0626:                Primary Azimuth Mark                     Grid Az
 AW0626:SPC TXSC     -  GALVESTON CABLE TV MAST                  043 36 08.6
 AW0626:UTM  15      -  GALVESTON CABLE TV MAST                  046 32 17.3
 AW0626
 AW0626|---------------------------------------------------------------------|
 AW0626| PID    Reference Object                     Distance      Geod. Az  |
 AW0626|                                                           dddmmss.s |
 AW0626| AW5807 GALVESTON CABLE TV MAST             APPROX. 5.5 KM 0453511.1 |
 AW0626| AW0628 PARK RM 1                            21.590 METERS 04903     |
 AW0626| AW5972 GALVESTON MUN SW TANK               APPROX.12.3 KM 0522922.4 |
 AW0626| AW5817 PARK AZ MK PTA                      479.955 METERS 0555607.1 |
 AW0626| AW0625 PARK AZ MK                          485.007 METERS 0555606.7 |
 AW0626| AW0627 PARK RM 2                            23.507 METERS 24240     |
 AW0626|---------------------------------------------------------------------|
 AW0626
 AW0626                          SUPERSEDED SURVEY CONTROL
 AW0626
 AW0626  NAD 83(1986)-  29 11 57.92338(N)    094 57 00.88341(W) AD(       ) 2
 AW0626  NAD 27      -  29 11 57.06388(N)    094 57 00.15954(W) AD(       ) 2
 AW0626  NGVD 29 (??/??/92)    2.063  (m)            6.77   (f) ADJ UNCH    1 1
 AW0626
 AW0626.Superseded values are not recommended for survey control.
 AW0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0626.See file dsdata.txt to determine how the superseded data were derived.
 AW0626
 AW0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1039231655(NAD 83)
 AW0626_MARKER: DS = TRIANGULATION STATION DISK
 AW0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0626_SP_SET: CONCRETE POST
 AW0626_STAMPING: PARK 1978
 AW0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0626+STABILITY: SURFACE MOTION
 AW0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0626+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0626
 AW0626  HISTORY     - Date     Condition        Report By
 AW0626  HISTORY     - 1978     MONUMENTED       NGS
 AW0626  HISTORY     - 1978     GOOD             NGS
 AW0626  HISTORY     - 1987     POOR             USPSQD
 AW0626  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0626  HISTORY     - 1988     POOR             USPSQD
 AW0626  HISTORY     - 19940915 POOR             USPSQD
 AW0626  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW0626  HISTORY     - 20041122 MARK NOT FOUND   USPSQD
 AW0626  HISTORY     - 20051215 GOOD             USPSQD
 AW0626
 AW0626                          STATION DESCRIPTION
 AW0626
 AW0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW0626'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF THE TOLL
 AW0626'BRIDGE OVER SAN LUIS PASS, 11 MILES SOUTHEAST OF GALVESTON, AND
 AW0626'1.5 MILES NORTHEAST OF THE SMALL VILLAGE OF JAMAICA BEACH.  IT
 AW0626'IS ON TEXAS STATE HIGHWAY RIGHT-OF-WAY, PERMISSION GRANTED TO
 AW0626'ESTABLISH THE STATION FROM HARDY JARRELL, P.O. BOX 6, LA MARQUE,
 AW0626'TEXAS 77568.
 AW0626'
 AW0626'TO REACH THE STATION FROM THE SIGNAL LIGHT IN THE SMALL VILLAGE
 AW0626'OF JAMAICA BEACH, GO NORTHEAST ON FARM ROAD 3005 FOR 1.8 MILES
 AW0626'TO THE STATION ON THE LEFT, JUST PAST THE ENTRANCE TO THE PARK.
 AW0626'
 AW0626'THE STATION IS A STANDARD NGS DISK
 AW0626'STAMPED---PARK 1978---,
 AW0626'SET INTO THE TOP OF ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0626'DIAMETER RECESSED 2 INCHES BELOW THE GROUND.  IT IS
 AW0626'183 FEET NORTHEAST FROM THE CENTER OF 13 MILE ROAD,
 AW0626'140.5 FEET WEST-NORTHWEST FROM THE CENTER OF FARM ROAD 3005,
 AW0626'AND 114 FEET SOUTHEAST FROM A METAL FENCE POST SET IN A
 AW0626'FENCELINE.
 AW0626'
 AW0626'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AW0626'STAMPED---PARK NO 1 1978---,
 AW0626'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0626'DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AW0626'149 FEET WEST-NORTHWEST FROM THE CENTER OF FARM ROAD 3005,
 AW0626'2.5 FEET SOUTHEAST OF THE FENCELINE, AND
 AW0626'1.3 FEET NORTHWEST FROM A METAL WITNESS POST.
 AW0626'
 AW0626'REFERENCE MARK 2 IS A STANDARD NGS DISK
 AW0626'STAMPED---PARK NO 2 1978---,
 AW0626'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0626'DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AW0626'148 FEET NORTHWEST FROM THE CENTER OF FARM ROAD 3005,
 AW0626'106 FEET NORTHEAST FROM THE PARK ENTRANCE ROAD, AND
 AW0626'1.5 FEET SOUTHEAST FROM A METAL WITNESS POST.
 AW0626'
 AW0626'AZIMUTH MARK IS A STANDARD NGS DISK
 AW0626'STAMPED---PARK 1978---,
 AW0626'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0626'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AW0626'46 FEET SOUTHEAST FROM THE CENTER OF COUNTY ROAD 3005,
 AW0626'6.1 FEET SOUTHWEST FROM A POWER POLE, AND
 AW0626'2.5 FEET NORTH FROM A METAL WITNESS POST.
 AW0626'
 AW0626'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.3 METERS.
 AW0626
 AW0626                          STATION RECOVERY (1978)
 AW0626
 AW0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0626'1.9 MI NE FROM JAMAICA BEACH.
 AW0626'1.9 MILES NORTHEAST ALONG FM 3005 FROM THE JUNCTION OF BUCCANEER DRIVE
 AW0626'IN THE SMALL VILLAGE OF JAMAICA BEACH, AT THE JUNCTION WITH 13 MILE
 AW0626'ROAD, 136 FT. NORTHEAST OF THE CENTERLINE OF FM 3005, 172 FT.
 AW0626'SOUTHEAST OF THE CENTERLINE OF 13 MILE ROAD, 12 FT. SOUTHEAST OF A
 AW0626'FENCELINE, 78 FT. SOUTHEAST OF PARK RM 2, 71 FT. SOUTHWEST OF PARK
 AW0626'RM 1.
 AW0626
 AW0626                          STATION RECOVERY (1987)
 AW0626
 AW0626'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0626'MARK RECOVERED IN POOR CONDITION.
 AW0626
 AW0626                          STATION RECOVERY (1987)
 AW0626
 AW0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0626'MARK NOT FOUND.
 AW0626
 AW0626                          STATION RECOVERY (1988)
 AW0626
 AW0626'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0626'MARK RECOVERED IN POOR CONDITION.
 AW0626
 AW0626                          STATION RECOVERY (1994)
 AW0626
 AW0626'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0626'MARK RECOVERED IN POOR CONDITION.
 AW0626
 AW0626                          STATION RECOVERY (2003)
 AW0626
 AW0626'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW0626'MARK NOT FOUND.
 AW0626
 AW0626                          STATION RECOVERY (2004)
 AW0626
 AW0626'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0626'THE MARK IS IN THE CENTER OF A DITCH AND IS GONE.
 AW0626'R 1 IS MISSING THE DISK.
 AW0626'R 2 IS GOOD.
 AW0626
 AW0626                          STATION RECOVERY (2005)
 AW0626
 AW0626'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0626'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1271 ***********************************************************************
 BL1271  DESIGNATION -  PARK
 BL1271  PID         -  BL1271
 BL1271  STATE/COUNTY-  TX/MONTGOMERY
 BL1271  USGS QUAD   -  WILLIS (1997)
 BL1271
 BL1271                         *CURRENT SURVEY CONTROL
 BL1271  ___________________________________________________________________
 BL1271* NAD 83(1993)-  30 25 10.85255(N)    095 28 40.92108(W)     ADJUSTED  
 BL1271* NAVD 88     -       113.559  (meters)     372.57   (feet)  ADJUSTED  
 BL1271  ___________________________________________________________________
 BL1271  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BL1271  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL1271  DYNAMIC HT  -         113.408 (meters)     372.07  (feet)  COMP
 BL1271  MODELED GRAV-     979,312.7   (mgal)                       NAVD 88
 BL1271
 BL1271  HORZ ORDER  -  SECOND
 BL1271  VERT ORDER  -  FIRST     CLASS I
 BL1271
 BL1271.The horizontal coordinates were established by classical geodetic methods
 BL1271.and adjusted by the National Geodetic Survey in February 1996..
 BL1271
 BL1271.The orthometric height was determined by differential leveling
 BL1271.and adjusted by the National Geodetic Survey in June 1991..
 BL1271
 BL1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1271
 BL1271.The geoid height was determined by GEOID03.
 BL1271
 BL1271.The dynamic height is computed by dividing the NAVD 88
 BL1271.geopotential number by the normal gravity value computed on the
 BL1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1271.degrees latitude (g = 980.6199 gals.).
 BL1271
 BL1271.The modeled gravity was interpolated from observed gravity values.
 BL1271
 BL1271;                    North         East     Units Scale Factor Converg.
 BL1271;SPC TX C     - 3,093,654.322 1,166,306.689   MT  0.99993292   +2 30 02.8
 BL1271;SPC TX C     -10,149,764.22  3,826,457.86   sFT  0.99993292   +2 30 02.8
 BL1271;UTM  15      - 3,367,898.164   261,975.016   MT  1.00029900   -1 15 19.1
 BL1271
 BL1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1271!SPC TX C     -   0.99998647  x   0.99993292  =   0.99991939
 BL1271!UTM  15      -   0.99998647  x   1.00029900  =   1.00028547
 BL1271
 BL1271|---------------------------------------------------------------------|
 BL1271| PID    Reference Object                     Distance      Geod. Az  |
 BL1271|                                                           dddmmss.s |
 BL1271| BL1272 PARK RM 1                            29.856 METERS 01225     |
 BL1271| BL1270 PARK RM 2                            27.870 METERS 10244     |
 BL1271| BL2222 MONTGOMERY COUNTY AIRPORT BCN       APPROX. 9.3 KM 1424618.0 |
 BL1271| BL1268 PARK AZ MK                                         1652013.5 |
 BL1271| BL2216 CONROE MUNICIPAL TANK               APPROX.11.1 KM 1683428.8 |
 BL1271| BL2219 CONROE GULF ST UTIL CO MAST         APPROX.12.6 KM 1702744.8 |
 BL1271| BL2224 CONROE RADIO STA KMCO E MAST        APPROX.13.9 KM 1801110.7 |
 BL1271| BL2217 CONROE RADIO STA KMCO W MAST        APPROX.13.9 KM 1803033.4 |
 BL1271| BL2211 LOOKOUT TOWER NO 7                  APPROX.20.1 KM 1825746.6 |
 BL1271| BL2235 KEENAN TEXAS FOREST SERV LOT        APPROX.18.8 KM 2375837.0 |
 BL1271| BL2274 MOORES GROVE USFS LOT               APPROX.15.7 KM 3305202.2 |
 BL1271| BL2230 WILLIS MUNICIPAL TANK               379.513 METERS 35024     |
 BL1271| BL2174 NEW WAVERLY ST JOSEPHS CATH CH      APPROX.12.9 KM 3583811.4 |
 BL1271|---------------------------------------------------------------------|
 BL1271
 BL1271                          SUPERSEDED SURVEY CONTROL
 BL1271
 BL1271  NAD 83(1986)-  30 25 10.86545(N)    095 28 40.90498(W) AD(       ) 2
 BL1271  NAD 27      -  30 25 10.12600(N)    095 28 40.11600(W) AD(       ) 2
 BL1271  NGVD 29 (12/23/87)  113.563  (m)          372.58   (f) ADJUSTED    1 1
 BL1271
 BL1271.Superseded values are not recommended for survey control.
 BL1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1271.See file dsdata.txt to determine how the superseded data were derived.
 BL1271
 BL1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6197567898(NAD 83)
 BL1271_MARKER: DS = TRIANGULATION STATION DISK
 BL1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1271_SP_SET: CONCRETE POST
 BL1271_STAMPING: PARK 1952
 BL1271_MARK LOGO: CGS   
 BL1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1271+STABILITY: SURFACE MOTION
 BL1271
 BL1271  HISTORY     - Date     Condition        Report By
 BL1271  HISTORY     - 1952     MONUMENTED       CGS
 BL1271  HISTORY     - 1973     GOOD             NGS
 BL1271  HISTORY     - 1978     GOOD             NGS
 BL1271  HISTORY     - 1987     GOOD             NGS
 BL1271  HISTORY     - 1990     GOOD             USPSQD
 BL1271
 BL1271                          STATION DESCRIPTION
 BL1271
 BL1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1271'THE STATION IS LOCATED IN A SMALL ROADSIDE PARK NEAR THE SOUTH
 BL1271'EDGE OF WILLIS ON STATE PROPERTY.  IT IS 67.0 FEET EAST
 BL1271'OF THE CENTER OF U.S. HIGHWAY NO. 75, 60.0 FEET WEST OF THE
 BL1271'MOST NORTHERLY OF TWO CEMENT TABLES AND 28.0 FEET WEST OF
 BL1271'THE CENTER OF THE PARK DRIVE.  IT IS SET FLUSH WITH THE
 BL1271'SURFACE OF THE GROUND AND IS STAMPED PARK 1952.
 BL1271'
 BL1271'REFERENCE MARK NO. 1 IS 57.0 FEET EAST OF THE CENTER OF THE
 BL1271'PARK DRIVE, IS SET FLUSH WITH THE SURFACE OF THE GROUND
 BL1271'AND IS STAMPED PARK NO 1 1952.
 BL1271'
 BL1271'REFERENCE MARK NO. 2 IS 59.0 FEET SOUTH OF THE MOST NORTHERLY
 BL1271'CEMENT TABLE, 45.0 FEET NORTHEAST OF THE MOST SOUTHERLY
 BL1271'CEMENT TABLE AND 28.0 FEET EAST OF THE CENTER OF THE PARK
 BL1271'DRIVE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 BL1271'IS STAMPED PARK NO 2 1952.
 BL1271'
 BL1271'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 BL1271'MARK NO. 2 IS 134.40 FEET.
 BL1271'
 BL1271'THE AZIMUTH MARK IS 60.0 FEET WEST OF THE CENTER OF U.S.
 BL1271'HIGHWAY NO. 75, 57.0 FEET SOUTH OF POWERLINE POLE NO. 165,
 BL1271'1.5 FEET NORTH OF A WITNESS POST AND 1.0 FOOT EAST OF A FENCE.
 BL1271'IT PROJECTS 4 INCHES AND IS STAMPED PARK 1952.
 BL1271'
 BL1271'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION
 BL1271'OF U.S. HIGHWAY NO. 75 AND FARM ROAD NO. 1097 JUST WEST OF
 BL1271'THE POST OFFICE IN WILLIS, GO SOUTH ON U.S. HIGHWAY NO. 75 TO
 BL1271'A SMALL ROADSIDE PARK ON THE LEFT AND THE STATION AS DESCRIBED.
 BL1271'
 BL1271'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 BL1271'HIGHWAY NO. 75 FOR 0.4 MILE AND THE MARK ON THE RIGHT AS
 BL1271'DESCRIBED.
 BL1271'
 BL1271'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL1271
 BL1271                          STATION RECOVERY (1973)
 BL1271
 BL1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1271'0.35 MI S FROM WILLIS.
 BL1271'ABOUT 0.35 MILE SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1271'AT WILLIS, AT A ROADSIDE PARK BETWEEN US HIGHWAY 75 AND THE TRACKS,
 BL1271'67.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET NORTHWEST OF
 BL1271'THE CENTER LINE OF THE JUNCTION OF THE FOUR LANES THROUGH THE PARK,
 BL1271'43.3 FEET SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF
 BL1271'THE NORTH CONCRETE PICNIC TABLE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 BL1271'THE TOP OF A CONCRETE POST 0.1 FOOT BELOW THE LEVEL OF THE GROUND.
 BL1271
 BL1271                          STATION RECOVERY (1978)
 BL1271
 BL1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1271'RECOVERED IN GOOD CONDITION.
 BL1271
 BL1271                          STATION RECOVERY (1987)
 BL1271
 BL1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1271'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.6 KM (0.35
 BL1271'MI) SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH
 BL1271'STEWART STREET IN WILLIS.  ADD--51.2 M (168.0 FT) WEST OF THE NEAR
 BL1271'RAIL, AND 8.1 M (26.6 FT) NORTHWEST OF BENCH MARK Q 1203.
 BL1271
 BL1271                          STATION RECOVERY (1990)
 BL1271
 BL1271'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0590 ***********************************************************************
 AO0590  DESIGNATION -  PARK
 AO0590  PID         -  AO0590
 AO0590  STATE/COUNTY-  TX/LIVE OAK
 AO0590  USGS QUAD   -  CRATER RIDGE (1963)
 AO0590
 AO0590                         *CURRENT SURVEY CONTROL
 AO0590  ___________________________________________________________________
 AO0590* NAD 83(1993)-  28 13 02.09947(N)    098 06 20.44886(W)     ADJUSTED  
 AO0590* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 AO0590  ___________________________________________________________________
 AO0590  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AO0590  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AO0590
 AO0590  HORZ ORDER  -  THIRD
 AO0590
 AO0590.The horizontal coordinates were established by classical geodetic methods
 AO0590.and adjusted by the National Geodetic Survey in February 1996..
 AO0590
 AO0590.The orthometric height was scaled from a topographic map.
 AO0590
 AO0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0590
 AO0590.The geoid height was determined by GEOID03.
 AO0590
 AO0590;                    North         East     Units Scale Factor Converg.
 AO0590;SPC TXSC     - 4,042,886.523   687,793.601   MT  1.00005181   +0 26 17.3
 AO0590;SPC TXSC     -13,264,036.87  2,256,536.17   sFT  1.00005181   +0 26 17.3
 AO0590;SPC TX S     - 5,282,665.644   338,712.534   MT  1.00011973   +0 10 44.5
 AO0590;SPC TX S     -17,331,545.53  1,111,259.37   sFT  1.00011973   +0 10 44.5
 AO0590;UTM  14      - 3,121,592.475   587,756.777   MT  0.99969505   +0 25 22.4
 AO0590
 AO0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0590!SPC TXSC     -   0.99998576  x   1.00005181  =   1.00003757
 AO0590!SPC TX S     -   0.99998576  x   1.00011973  =   1.00010549
 AO0590!UTM  14      -   0.99998576  x   0.99969505  =   0.99968082
 AO0590
 AO0590|---------------------------------------------------------------------|
 AO0590| PID    Reference Object                     Distance      Geod. Az  |
 AO0590|                                                           dddmmss.s |
 AO0590| CV5052 PARK RM 1                             8.233 METERS 00116     |
 AO0590| AO0589 MIKESKA                             APPROX. 7.3 KM 0771000.5 |
 AO0590| CV5053 PARK RM 2                             9.150 METERS 17333     |
 AO0590| CV5051 PARK AZ MK                                         1793912.1 |
 AO0590|---------------------------------------------------------------------|
 AO0590
 AO0590                          SUPERSEDED SURVEY CONTROL
 AO0590
 AO0590  NAD 83(1986)-  28 13 02.10581(N)    098 06 20.42790(W) AD(       ) 3
 AO0590  NAD 27      -  28 13 01.08700(N)    098 06 19.41300(W) AD(       ) 3
 AO0590
 AO0590.Superseded values are not recommended for survey control.
 AO0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0590.See file dsdata.txt to determine how the superseded data were derived.
 AO0590
 AO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8775721592(NAD 83)
 AO0590_MARKER: DS = TRIANGULATION STATION DISK
 AO0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0590
 AO0590  HISTORY     - Date     Condition        Report By
 AO0590  HISTORY     - 1953     MONUMENTED       CGS
 AO0590  HISTORY     - 1963     GOOD             CGS
 AO0590
 AO0590                          STATION DESCRIPTION
 AO0590
 AO0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0590'THIS STATION IS LOCATED ABOUT 8 MILES SOUTH OF GEORGE WEST ON
 AO0590'THE EAST SIDE OF U.S. HIGHWAY 281 AT A ROAD SIDE PARK, ON ROAD
 AO0590'RIGHT-OF-WAY.
 AO0590'
 AO0590'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 202 AND U.S. HIGHWAY
 AO0590'281 IN GEORGE WEST, GO SOUTH ON U.S. HIGHWAY 281 FOR 8.0 MILES
 AO0590'TO A ROAD SIDE PARK AT TOP OF HILL, STATION AT LEFT, EAST SIDE OF
 AO0590'ROAD.
 AO0590'
 AO0590'STATION MARK IS A STANDARD BRONZE DISK STAMPED PARK 1953 AND
 AO0590'PROJECTS 3 INCHES.  THE MARK IS 176 FEET SOUTHEAST OF THE
 AO0590'SOUTHEAST CORNER OF THE NORTHEAST ABUTMENT MARKING THE NORTHEAST
 AO0590'ENTRANCE OF THE ROAD SIDE PARK, 175 FEET NORTHEAST OF THE
 AO0590'NORTHEAST CORNER OF A ROCK WALL MARKING THE SOUTHEAST ENTRANCE TO
 AO0590'THE ROAD SIDE PARK, 97 FEET EAST OF THE CENTERLINE OF U.S.
 AO0590'HIGHWAY 281, 69 FEET EAST OF CENTER OF ROCK CURBING ON EAST
 AO0590'SIDE OF U.S. HIGHWAY 281, 3 FEET WEST OF NORTH-SOUTH FENCE.
 AO0590'
 AO0590'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK STAMPED PARK NO
 AO0590'1 1953 AND PROJECTS 3 INCHES.  THE MARK IS 97 FEET EAST OF THE
 AO0590'CENTERLINE OF U.S. HIGHWAY 281, 1 FOOT WEST OF A NORTH-SOUTH
 AO0590'FENCE.
 AO0590'
 AO0590'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK STAMPED PARK NO 2
 AO0590'1953 AND PROJECTS 3 INCHES.  THE MARK IS 97 FEET EAST OF THE
 AO0590'CENTERLINE OF U.S. HIGHWAY 281, 1 FOOT WEST OF A NORTH-SOUTH
 AO0590'FENCE.
 AO0590'
 AO0590'AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED PARK 1953 AND
 AO0590'PROJECTS 8 INCHES.  THE MARK IS 49 FEET WEST OF THE CENTERLINE
 AO0590'OF U.S. HIGHWAY 281, 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 AO0590'
 AO0590'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON U.S. HIGHWAY 281
 AO0590'FOR 0.7 MILE TO THE TOP OF SECOND RISE SOUTH OF STATION AND
 AO0590'AZIMUTH MARK ON RIGHT, WEST, SIDE OF ROAD.
 AO0590'
 AO0590'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AO0590
 AO0590                          STATION RECOVERY (1963)
 AO0590
 AO0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AO0590'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AO0590'CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT RECOVERED.
 AO0590'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2075 ***********************************************************************
 AY2075  DESIGNATION -  PARK
 AY2075  PID         -  AY2075
 AY2075  STATE/COUNTY-  TX/REAL
 AY2075  USGS QUAD   -  CIRCLE BLUFF (1964)
 AY2075
 AY2075                         *CURRENT SURVEY CONTROL
 AY2075  ___________________________________________________________________
 AY2075* NAD 83(1993)-  29 50 53.24024(N)    099 40 45.75057(W)     ADJUSTED  
 AY2075* NAVD 88     -       680.     (meters)    2231.     (feet)  SCALED    
 AY2075  ___________________________________________________________________
 AY2075  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AY2075  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 AY2075
 AY2075  HORZ ORDER  -  THIRD
 AY2075
 AY2075.The horizontal coordinates were established by classical geodetic methods
 AY2075.and adjusted by the National Geodetic Survey in February 1996..
 AY2075
 AY2075.The orthometric height was scaled from a topographic map.
 AY2075
 AY2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2075
 AY2075.The geoid height was determined by GEOID03.
 AY2075
 AY2075;                    North         East     Units Scale Factor Converg.
 AY2075;SPC TXSC     - 4,223,485.277   534,356.755   MT  0.99990323   -0 19 58.2
 AY2075;SPC TXSC     -13,856,551.28  1,753,135.45   sFT  0.99990323   -0 19 58.2
 AY2075;UTM  14      - 3,302,149.911   434,375.512   MT  0.99965313   -0 20 17.3
 AY2075
 AY2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2075!SPC TXSC     -   0.99989667  x   0.99990323  =   0.99979991
 AY2075!UTM  14      -   0.99989667  x   0.99965313  =   0.99954984
 AY2075
 AY2075|---------------------------------------------------------------------|
 AY2075| PID    Reference Object                     Distance      Geod. Az  |
 AY2075|                                                           dddmmss.s |
 AY2075| CV3591 PARK RM 2                            19.526 METERS 28109     |
 AY2075| CV5049 PARK RM 1                            18.167 METERS 34123     |
 AY2075| CV5048 PARK AZ MK                                         3493834.1 |
 AY2075|---------------------------------------------------------------------|
 AY2075
 AY2075                          SUPERSEDED SURVEY CONTROL
 AY2075
 AY2075  NAD 83(1986)-  29 50 53.24573(N)    099 40 45.73733(W) AD(       ) 3
 AY2075  NAD 27      -  29 50 52.46300(N)    099 40 44.52600(W) AD(       ) 3
 AY2075
 AY2075.Superseded values are not recommended for survey control.
 AY2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2075.See file dsdata.txt to determine how the superseded data were derived.
 AY2075
 AY2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU3437602150(NAD 83)
 AY2075_MARKER: DS = TRIANGULATION STATION DISK
 AY2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2075_STAMPING: PARK 1944
 AY2075_MARK LOGO: CGS   
 AY2075
 AY2075  HISTORY     - Date     Condition        Report By
 AY2075  HISTORY     - 1944     MONUMENTED       CGS
 AY2075
 AY2075                          STATION DESCRIPTION
 AY2075
 AY2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2075'STATION IS LOCATED ON THE W SIDE OF U.S. HIGHWAY 83, ON THE
 AY2075'S END OF A BRUSHY RIDGE ABOUT 1/2 MILE W OF BEE CREEK, JUST
 AY2075'N OF HORSE COLLAR HILL, 11.8 MILES BY ROAD NE OF LEAKEY, AND
 AY2075'16 MILES S OF THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AY2075'HIGHWAY 41.  IT IS 86 FEET W OF THE CENTER LINE OF HIGHWAY
 AY2075'83, 13 FEET W OF N-S FENCE, 8 FEET S OF E-W FENCE, AND 14.5
 AY2075'FEET WSW OF THREE-WAY FENCE INTERSECTION.  IT IS 15 FEET
 AY2075'N OF 4-INCH SQUARE TEXAS HIGHWAY DEPARTMENT RIGHT-OF-WAY
 AY2075'POST.
 AY2075'
 AY2075'STATION MARK IS A BRONZE STATION DISK SET IN A ROUND CONCRETE
 AY2075'POST 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND.  IT IS
 AY2075'STAMPED PARK 1944.
 AY2075'
 AY2075'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 AY2075'HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS 15 FEET W OF
 AY2075'WIRE FENCE AND IS STAMPED PARK NO 1 1944.
 AY2075'
 AY2075'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 AY2075'HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS 6 INCHES S OF
 AY2075'WIRE FENCE AND IS STAMPED PARK NO 2 1944.
 AY2075'
 AY2075'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 AY2075'IN BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED PARK 1944.
 AY2075'IT IS 6 FEET WSW OF WHITE WOODEN WITNESS POST, 15 PACES
 AY2075'WSW OF FENCE, AND 14 PACES ENE OF THE CENTER LINE OF U.S.
 AY2075'HIGHWAY 83.
 AY2075'
 AY2075'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AY2075'HIGHWAY 418 PROCEED S FOR 14.8 MILES, 5.25 MILES S OF THE
 AY2075'A.D. AULD RANCH AND STATION AULD 1943 ON RIGHT.
 AY2075'
 AY2075'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0771 ***********************************************************************
 BN0771  DESIGNATION -  PARK
 BN0771  PID         -  BN0771
 BN0771  STATE/COUNTY-  TX/KIMBLE
 BN0771  USGS QUAD   -  SEGOVIA (1974)
 BN0771
 BN0771                         *CURRENT SURVEY CONTROL
 BN0771  ___________________________________________________________________
 BN0771* NAD 83(1993)-  30 26 07.54721(N)    099 42 52.13818(W)     ADJUSTED  
 BN0771* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 BN0771  ___________________________________________________________________
 BN0771  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BN0771  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 BN0771
 BN0771  HORZ ORDER  -  SECOND
 BN0771
 BN0771.The horizontal coordinates were established by classical geodetic methods
 BN0771.and adjusted by the National Geodetic Survey in February 1996..
 BN0771
 BN0771.The orthometric height was scaled from a topographic map.
 BN0771
 BN0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0771
 BN0771.The geoid height was determined by GEOID03.
 BN0771
 BN0771;                    North         East     Units Scale Factor Converg.
 BN0771;SPC TX C     - 3,085,387.462   759,443.731   MT  0.99993019   +0 19 07.5
 BN0771;SPC TX C     -10,122,642.03  2,491,608.31   sFT  0.99993019   +0 19 07.5
 BN0771;SPC TXSC     - 4,288,607.978   531,362.322   MT  1.00004748   -0 21 00.1
 BN0771;SPC TXSC     -14,070,208.01  1,743,311.22   sFT  1.00004748   -0 21 00.1
 BN0771;UTM  14      - 3,367,252.805   431,391.735   MT  0.99965807   -0 21 43.0
 BN0771
 BN0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0771!SPC TX C     -   0.99991019  x   0.99993019  =   0.99984039
 BN0771!SPC TXSC     -   0.99991019  x   1.00004748  =   0.99995767
 BN0771!UTM  14      -   0.99991019  x   0.99965807  =   0.99956829
 BN0771
 BN0771|---------------------------------------------------------------------|
 BN0771| PID    Reference Object                     Distance      Geod. Az  |
 BN0771|                                                           dddmmss.s |
 BN0771| DG6468 PARK RM 1                            20.945 METERS 00905     |
 BN0771| CV5050 PARK RM 2                            25.311 METERS 25724     |
 BN0771| DG6469 PARK AZ MK                                         3470952.4 |
 BN0771|---------------------------------------------------------------------|
 BN0771
 BN0771                          SUPERSEDED SURVEY CONTROL
 BN0771
 BN0771  NAD 83(1986)-  30 26 07.55288(N)    099 42 52.12702(W) AD(       ) 2
 BN0771  NAD 27      -  30 26 06.87000(N)    099 42 50.89800(W) AD(       ) 2
 BN0771
 BN0771.Superseded values are not recommended for survey control.
 BN0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0771.See file dsdata.txt to determine how the superseded data were derived.
 BN0771
 BN0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU3139267253(NAD 83)
 BN0771_MARKER: DS = TRIANGULATION STATION DISK
 BN0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0771_STAMPING: PARK 1944
 BN0771_MARK LOGO: CGS   
 BN0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0771+STABILITY: SURFACE MOTION
 BN0771
 BN0771  HISTORY     - Date     Condition        Report By
 BN0771  HISTORY     - 1944     MONUMENTED       CGS
 BN0771  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0771  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 BN0771
 BN0771                          STATION DESCRIPTION
 BN0771
 BN0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0771'STATION IS LOCATED IN ROAD SIDE PARK ON THE S SIDE OF U.S.
 BN0771'HIGHWAY 290, 5-1/4 MILES SE OF JUNCTION, IN THE V OF A FORKS
 BN0771'MADE BY A DIRT ROAD LEADING S AND A LEFT CURVE IN U.S. HIGHWAY
 BN0771'290.  IT IS 46 FEET E OF THE CENTER LINE OF DIRT ROAD, 150
 BN0771'FEET WSW OF CENTER LINE OF U.S. HIGHWAY 290, 65 FEET WNW
 BN0771'OF STATE HIGHWAY MONUMENT BEARING INSCRIPTION DONATED BY
 BN0771'O.D. DILLINGHAM, AND 6 FEET WSW OF A WHITE WOODEN WITNESS
 BN0771'POST.
 BN0771'
 BN0771'STATION MARK IS A BRONZE STATION DISK SET IN AN 8-INCH SQUARE
 BN0771'CONCRETE POST PROJECTING ABOUT 6 INCHES.  IT IS STAMPED
 BN0771'PARK 1944.
 BN0771'
 BN0771'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN AN 8-INCH
 BN0771'SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS STAMPED
 BN0771'PARK NO 1 1944.
 BN0771'
 BN0771'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 6-INCH
 BN0771'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 40 FEET
 BN0771'W OF THE CENTER LINE OF THE DIRT ROAD AND 4 FEET E OF WIRE
 BN0771'FENCE.  IT IS STAMPED PARK NO 2 1944.
 BN0771'
 BN0771'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE CENTER
 BN0771'OF A CONCRETE HEAD WALL WHICH PROJECTS ABOUT 6 INCHES ABOVE
 BN0771'SHOULDER OF ROAD, 21 FEET E OF THE CENTER LINE OF U.S. HIGHWAY
 BN0771'290, 28 FEET W OF WIRE FENCE, AND 0.4 MILE N OF THE STATION.
 BN0771'IT IS STAMPED PARK 1944.
 BN0771'
 BN0771'TO REACH STATION FROM JUNCTION, PROCEED E ON U.S. HIGHWAY
 BN0771'290 AND CONTINUE FROM THE E END OF THE BRIDGE FOR 4.8 MILES
 BN0771'TO STATION SITE AND PARK ON RIGHT.
 BN0771'
 BN0771'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 BN0771
 BN0771                          STATION RECOVERY (1974)
 BN0771
 BN0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (BFD)
 BN0771'A SEARCH WAS MADE FOR THIS MARK BUT THE AREA HAS BEEN GRADED
 BN0771'AND THE ROAD SIDE PARK AND ALL LOCAL FEATURES DESTROYED
 BN0771'BY CONSTRUCTION OF INTERSTATE HWY. 10 AND THE MARK WAS NOT
 BN0771'FOUND.
 BN0771
 BN0771                          STATION RECOVERY (1999)
 BN0771
 BN0771'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6316 ***********************************************************************
 AW6316  DESIGNATION -  PARK
 AW6316  PID         -  AW6316
 AW6316  STATE/COUNTY-  TX/HARRIS
 AW6316  USGS QUAD   -  LA PORTE (1982)
 AW6316
 AW6316                         *CURRENT SURVEY CONTROL
 AW6316  ___________________________________________________________________
 AW6316* NAD 83(1993)-  29 44 31.75138(N)    095 04 22.73932(W)     ADJUSTED  
 AW6316* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW6316  ___________________________________________________________________
 AW6316  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6316  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6316
 AW6316  HORZ ORDER  -  THIRD
 AW6316
 AW6316.The horizontal coordinates were established by classical geodetic methods
 AW6316.and adjusted by the National Geodetic Survey in February 1996..
 AW6316
 AW6316.The orthometric height was scaled from a topographic map.
 AW6316
 AW6316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6316
 AW6316.The geoid height was determined by GEOID03.
 AW6316
 AW6316;                    North         East     Units Scale Factor Converg.
 AW6316;SPC TXSC     - 4,217,925.803   979,765.175   MT  0.99988841   +1 55 26.0
 AW6316;SPC TXSC     -13,838,311.57  3,214,446.24   sFT  0.99988841   +1 55 26.0
 AW6316;UTM  15      - 3,292,014.023   299,528.363   MT  1.00009589   -1 01 43.5
 AW6316
 AW6316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6316!SPC TXSC     -   1.00000364  x   0.99988841  =   0.99989205
 AW6316!UTM  15      -   1.00000364  x   1.00009589  =   1.00009953
 AW6316
 AW6316:                Primary Azimuth Mark                     Grid Az
 AW6316:SPC TXSC     -  HOUSTON SHIP CHAN RANGE H EXT            099 03 12.4
 AW6316:UTM  15      -  HOUSTON SHIP CHAN RANGE H EXT            102 00 21.9
 AW6316
 AW6316|---------------------------------------------------------------------|
 AW6316| PID    Reference Object                     Distance      Geod. Az  |
 AW6316|                                                           dddmmss.s |
 AW6316| AW6323 HOUSTON SHIP CHAN RANGE H EXT       APPROX. 5.2 KM 1005838.4 |
 AW6316| AW6345 HOUSTON SHIP CHAN RANGE K EXT       APPROX. 5.5 KM 1050028.8 |
 AW6316| AW6370 HOUSTON SHIP CHAN RANGE M FLT       APPROX. 1.8 KM 1142245.5 |
 AW6316| AW6318 HOUSTON SHIP CHAN RANGE M RLT       APPROX. 1.4 KM 1151333.0 |
 AW6316| AW6320 HOUSTON SHIP CHAN RANGE N EXT       APPROX. 1.5 KM 1155725.5 |
 AW6316| AW6347 HOUSTON SHIP CHAN RANGE O EXT       APPROX. 3.3 KM 1180512.6 |
 AW6316| AW6372 PEGGY LAKE HOUSTON LT PWR TANK      APPROX. 2.2 KM 1403239.5 |
 AW6316| CV6641 PARK RM 1                            21.869 METERS 17300     |
 AW6316| AW6328 DEER PARK HOUSTON PLINE MAST        APPROX. 3.7 KM 2143039.4 |
 AW6316| AW6304 DEER PARK LUBRIZOIL CO TANK         APPROX. 4.8 KM 2392251.4 |
 AW6316| CV6642 PARK RM 2                            16.714 METERS 25129     |
 AW6316| AW6479 DEER PARK SHELL REF TALL STK        APPROX. 5.4 KM 2514218.1 |
 AW6316|---------------------------------------------------------------------|
 AW6316
 AW6316                          SUPERSEDED SURVEY CONTROL
 AW6316
 AW6316  NAD 83(1986)-  29 44 31.76696(N)    095 04 22.72037(W) AD(       ) 3
 AW6316  NAD 27      -  29 44 30.94629(N)    095 04 21.97227(W) AD(       ) 3
 AW6316
 AW6316.Superseded values are not recommended for survey control.
 AW6316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6316.See file dsdata.txt to determine how the superseded data were derived.
 AW6316
 AW6316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9952892014(NAD 83)
 AW6316_MARKER: DS = TRIANGULATION STATION DISK
 AW6316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6316
 AW6316  HISTORY     - Date     Condition        Report By
 AW6316  HISTORY     - 1955     MONUMENTED       CGS
 AW6316  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW6316  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW6316  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW6316
 AW6316                          STATION DESCRIPTION
 AW6316
 AW6316'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6316'LOCATED 8 MI. E OF PASADENA.  TO REACH THE STATION FROM
 AW6316'THE POST OFFICE IN PASADENA, GO S FOR ONE BLOCK TO HIGHWAY
 AW6316'225, TURN LEFT AND FOLLOW HIGHWAY 225 FOR 6.7 MI. TO THE
 AW6316'JUNCTION OF HIGHWAY 134, TURN LEFT AND FOLLOW HIGHWAY 134
 AW6316'FOR 2.0 MI. TO A Y-INTERSECTION (ONE OF THE ENTRANCES TO
 AW6316'SAN JACINTO STATE PARK), BEAR RIGHT AND FOLLOW THIS ROAD
 AW6316'FOR 1.3 MI. TO THE SAN JACINTO MONUMENT, BEAR RIGHT,
 AW6316'HALF-CIRCLING THE MONUMENT TO A SHELL ROAD RUNNING AROUND THE
 AW6316'PARK, TURN RIGHT AND FOLLOW THE SHELL ROAD FOR 0.8 MI. TO
 AW6316'A CURVE RIGHT AND THE TOP OF A RIDGE.  THE STATION IS ON
 AW6316'THE RIGHT SIDE OF THE ROAD AT THIS POINT.
 AW6316'
 AW6316'STATION IS 50 FT. NW OF THE SHELL ROAD, 30 FT. N OF THE
 AW6316'END TREE IN A GROUP OF THREE, AND 80 FT. E OF A CONCRETE
 AW6316'PICNIC TABLE.  A STANDARD DISK, STAMPED PARK 1955 AND SET
 AW6316'IN THE TOP OF A 10-IN. SQUARE CONCRETE MONUMENT FLUSH WITH
 AW6316'THE GROUND.
 AW6316'
 AW6316'REFERENCE MARK 1 IS SW OF THE STATION, 70 FT. SE OF THE
 AW6316'PICNIC TABLE, 30 FT. NW OF THE MAIN ROAD, AND 7 FT. E OF
 AW6316'THE DRIVE TO THE TABLE.  A STANDARD DISK, STAMPED PARK 1955
 AW6316'NO 1 AND SET IN THE TOP OF A 10-IN. SQUARE CONCRETE MONUMENT
 AW6316'FLUSH WITH THE GROUND.
 AW6316'
 AW6316'REFERENCE MARK 2 IS NW OF THE STATION, 32 FT. NE OF THE
 AW6316'PICNIC TABLE, AND 7 FT. E OF THE DRIVE.  A STANDARD DISK,
 AW6316'STAMPED PARK 1955 NO 2 AND SET IN THE TOP OF A 10-IN. SQUARE
 AW6316'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6316'
 AW6316'LA PORTE, HOUSTON LIGHTING AND POWER CO. TANK, APPROXIMATELY
 AW6316'2.5 MI. SW OF THE STATION, WAS OBSERVED AS THE AZIMUTH MARK.
 AW6316'
 AW6316'HEIGHT OF LIGHT ABOVE STATION MARK - 23 M.
 AW6316
 AW6316                          STATION RECOVERY (1994)
 AW6316
 AW6316'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6316'MARK NOT FOUND.
 AW6316
 AW6316                          STATION RECOVERY (2004)
 AW6316
 AW6316'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6316'MARK NOT FOUND.
 AW6316
 AW6316                          STATION RECOVERY (2005)
 AW6316
 AW6316'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6316'DID NOT FIND THE MARK.
 AW6316'DID NOT FIND R1.
 AW6316'DID NOT FIND R2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0976 ***********************************************************************
 EM0976  DESIGNATION -  PARK
 EM0976  PID         -  EM0976
 EM0976  STATE/COUNTY-  TX/HARDEMAN
 EM0976  USGS QUAD   -  QUANAH EAST (1984)
 EM0976
 EM0976                         *CURRENT SURVEY CONTROL
 EM0976  ___________________________________________________________________
 EM0976* NAD 83(1993)-  34 16 07.06898(N)    099 37 35.13117(W)     ADJUSTED  
 EM0976* NAVD 88     -       454.32   (+/-2cm)    1490.5    (feet)  VERTCON   
 EM0976  ___________________________________________________________________
 EM0976  X           -    -882,419.844 (meters)                     COMP
 EM0976  Y           -  -5,202,585.845 (meters)                     COMP
 EM0976  Z           -   3,571,350.611 (meters)                     COMP
 EM0976  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 EM0976  ELLIP HEIGHT-         425.76  (meters)          (02/16/96) GPS OBS
 EM0976  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EM0976
 EM0976  HORZ ORDER  -  THIRD
 EM0976  VERT ORDER  -  THIRD ? (See Below)
 EM0976  ELLP ORDER  -  FIFTH     CLASS I
 EM0976
 EM0976.The horizontal coordinates were established by classical geodetic methods
 EM0976.and adjusted by the National Geodetic Survey in February 1996..
 EM0976
 EM0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0976.The vertical order pertains to the NGVD 29 superseded value.
 EM0976
 EM0976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0976
 EM0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0976
 EM0976.The ellipsoidal height was determined by GPS observations
 EM0976.and is referenced to NAD 83.
 EM0976
 EM0976.The geoid height was determined by GEOID03.
 EM0976
 EM0976;                    North         East     Units Scale Factor Converg.
 EM0976;SPC TXNC     - 2,289,112.474   496,255.959   MT  1.00009822   -0 36 51.6
 EM0976;SPC TXNC     - 7,510,196.51  1,628,133.09   sFT  1.00009822   -0 36 51.6
 EM0976;UTM  14      - 3,792,119.329   442,333.291   MT  0.99964099   -0 21 09.8
 EM0976
 EM0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0976!SPC TXNC     -   0.99993317  x   1.00009822  =   1.00003138
 EM0976!UTM  14      -   0.99993317  x   0.99964099  =   0.99957418
 EM0976
 EM0976|---------------------------------------------------------------------|
 EM0976| PID    Reference Object                     Distance      Geod. Az  |
 EM0976|                                                           dddmmss.s |
 EM0976| CX7904 PARK RM 1                             9.016 METERS 05758     |
 EM0976| EM0972 CHILLICOTHE SLENDER MUN TANK        APPROX.11.4 KM 0972810.5 |
 EM0976| CX7903 PARK AZ MK                                         1032534.2 |
 EM0976| CX7906 PARK RM 3                                          1055019.5 |
 EM0976| EM0977 QUANAH W TEXAS UTIL NW TANK         APPROX. 5.6 KM 2503652.1 |
 EM0976| CX7905 PARK RM 2                             7.384 METERS 25113     |
 EM0976|---------------------------------------------------------------------|
 EM0976
 EM0976                          SUPERSEDED SURVEY CONTROL
 EM0976
 EM0976  NAD 83(1993)-  34 16 07.06980(N)    099 37 35.13116(W) AD(       ) 3
 EM0976  NAD 83(1986)-  34 16 07.07897(N)    099 37 35.12208(W) AD(       ) 3
 EM0976  NAD 27      -  34 16 06.79731(N)    099 37 33.79571(W) AD(       ) 3
 EM0976  NGVD 29 (12/08/88)  454.14   (m)         1490.0    (f) LEVELING    3  
 EM0976
 EM0976.Superseded values are not recommended for survey control.
 EM0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0976.See file dsdata.txt to determine how the superseded data were derived.
 EM0976
 EM0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4233392119(NAD 83)
 EM0976_MARKER: DS = TRIANGULATION STATION DISK
 EM0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0976_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0976+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EM0976
 EM0976  HISTORY     - Date     Condition        Report By
 EM0976  HISTORY     - 1969     MONUMENTED       CGS
 EM0976  HISTORY     - 1974     GOOD             NGS
 EM0976  HISTORY     - 1988     GOOD             NGS
 EM0976
 EM0976                          STATION DESCRIPTION
 EM0976
 EM0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0976'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF QUANAH, 7
 EM0976'MILES WEST-NORTHWEST OF CHILLICOTHER AT A REST AREA ALONG U.S.
 EM0976'HIGHWAY 287.
 EM0976'
 EM0976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 EM0976'ROAD 91 IN CHILLICOTHE, GO WEST ON HIGHWAY 287 FOR 7.8 MILES TO A
 EM0976'CROSSROAD (FARM ROAD 2006).  CONTINUE WEST ON HIGHWAY 287 FOR 0.4
 EM0976'MILE TO A CONCRETE CULVERT AND THE AZIMUTH MARK ON THE RIGHT.
 EM0976'CONTINUE WEST ON HIGHWAY 287 FOR 0.4 MILE TO THE ENTRANCE RAMP TO
 EM0976'A REST AREA.  CONTINUE WEST THROUGH REST AREA FOR 0.2 MILE TO THE
 EM0976'EXIT RAMP AND THE STATION ON THE RIGHT.
 EM0976'
 EM0976'THE STATION MARK IS A STANDARD DISK STAMPED PARK 1969 SET IN THE TOP
 EM0976'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 8 INCHES
 EM0976'UNDERGROUND.  IT IS 198 FEET WEST OF THE SOUTHWEST CORNER OF A
 EM0976'METAL CANOPY OVER A PICNIC TABLE, 69.0 FEET NORTH OF THE CENTER OF
 EM0976'THE WEST BOUND LANE OF U.S. HIGHWAY 287, 72 FEET WEST OF THE CENTER
 EM0976'OF AN EXIT RAMP AND 4.7 FEET SOUTH OF A WIRE FENCE.
 EM0976'
 EM0976'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PARK NO 1 1969 SET IN
 EM0976'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 EM0976'WITH THE GROUND.  IT IS 84.0 FEET NORTH OF THE CENTERLINE OF THE
 EM0976'WEST BOUND LANE OF U.S. HIGHWAY 287, 58 FEET WEST OF THE CENTER OF
 EM0976'THE EXIT RAMP AND 1.0 FOOT SOUTH OF THE WIRE FENCE.
 EM0976'
 EM0976'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PARK NO 2 1969, SET IN
 EM0976'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 EM0976'WITH THE GROUND.  IT IS 59.5 FEET NORTH OF THE CENTERLINE OF THE
 EM0976'WEST BOUND LANE OF U.S. HIGHWAY 287 AND 1.9 FEET SOUTH OF THE WIRE
 EM0976'FENCE.
 EM0976'
 EM0976'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PARK 1969 CEMENTED FLUSH
 EM0976'IN A DRILL HOLE IN THE EAST END OF A HEADWALL OF A CONCRETE CULVERT
 EM0976'WHICH PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 25.6 FEET NORTH OF
 EM0976'THE CENTERLINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 287 AND 25
 EM0976'FEET SOUTH OF A WIRE FENCE.
 EM0976'
 EM0976'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EM0976
 EM0976                          STATION RECOVERY (1974)
 EM0976
 EM0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0976'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EM0976'CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO
 EM0976'THE REFERENCE MARKS.  THE AZIMUTH MARK 1969 WILL BE DESTROYED BY
 EM0976'ROAD CONSTRUCTION, REFERENCE MARK NO. 3 AZ. WAS ESTABLISHED AT THIS
 EM0976'TIME.
 EM0976'
 EM0976'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 EM0976'
 EM0976'THE STATION IS LOCATED AT THE WEST END OF A ROAD SIDE-PARK REST AREA,
 EM0976'THAT IS ABOUT 7 MILES EAST-SOUTHEAST OF QUANAH, 6-1/2 MILES WEST OF
 EM0976'CHILLICOTHE AND ON THE NORTH SIDE OF U.S. HIGHWAY 287.
 EM0976'
 EM0976'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 EM0976'U.S. HIGHWAY 287 AND STATE HIGHWAY 91 IN CHILLICOTHE.  GO WESTERLY
 EM0976'ON U.S. HIGHWAY 287 FOR 5.5 MILES TO THE INTERSECTION OF FARM ROAD
 EM0976'2006 ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 287 FOR
 EM0976'0.35 MILE TO A CONCRETE CULVERT AND REFERENCE MARK NO. 3 AZ. ON
 EM0976'THE LEFT.  CONTINUE STRAIGHT AHEAD WESTERLY ON U.S. HIGHWAY 287
 EM0976'FOR 0.6 MILE TO THE WEST END OF A ROAD-SIDE REST AREA AND PARK ON
 EM0976'THE RIGHT AND STATION ON THE RIGHT.
 EM0976'
 EM0976'STATION IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST,
 EM0976'THAT IS ABOUT 6-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 EM0976'STAMPED PARK 1969.  IT IS 68 FEET NORTH OF THE CENTER-LINE OF THE
 EM0976'WEST BOUND TRAFFIC LANE OF U.S. HWY. 287, 72 FEET NORTHWEST OF THE
 EM0976'CENTER OF THE DRIVE-WAY OF THE ROAD-SIDE PARK, 42 FEET NORTHWEST OF
 EM0976'THE WEST END OF DOUBLE SET OF METAL CULVERTS, 24 FEET EAST OF A
 EM0976'OFF-SET IN FENCE-LINE, 4 FEET SOUTH OF THE FENCE-LINE AND 4 FEET
 EM0976'SOUTHEAST OF A METAL WITNESS POST.
 EM0976'
 EM0976'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0976'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED PARK NO
 EM0976'1 1969.  IT IS 83 FEET NORTH OF THE CENTER-LINE OF THE WEST BOUND
 EM0976'TRAFFIC LANE OF U.S. HWY. 287, 60 FEET NORTHWEST OF THE CENTER OF
 EM0976'THE DRIVE-WAY OF ROAD-SIDE PARK, 53 FEET EAST-NORTHEAST OF THE
 EM0976'OFFSET IN FENCE-LINE, AND 1-FOOT SOUTH OF THE FENCE-LINE.
 EM0976'
 EM0976'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0976'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED PARK NO
 EM0976'2 1969.  IT IS 61 FEET WEST OF THE WEST END OF A DOUBLE-SET OF
 EM0976'METAL CULVERTS, 59 FEET NORTH OF THE CENTER-LINE OF THE WEST BOUND
 EM0976'TRAFFIC LANE OF U.S. HWY. 287, AND 2-FEET SOUTH OF FENCE-LINE AND
 EM0976'OFFSET IN FENCE-LINE.
 EM0976'
 EM0976'REFERENCE MARK NO. 3 AZI. 1974, IS A STANDARD DISK, SET IN A DRILL
 EM0976'HOLE, AT THE EAST END OF THE SOUTH HEADWALL OF CONCRETE CULVERT AND
 EM0976'IS STAMPED PARK 1969 NO 3 1974.  IT IS 26 FEET SOUTH OF THE
 EM0976'CENTER-LINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HWY. 287,
 EM0976'1-FOOT WEST OF THE EAST END OF CULVERT AND IS ABOUT 2-FEET LOWER
 EM0976'IN ELEVATION THAN THE ROAD-BED OF HIGHWAY.
 EM0976'
 EM0976'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CHILLICOTHE
 EM0976'7-MILES WEST.
 EM0976
 EM0976                          STATION RECOVERY (1988)
 EM0976
 EM0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0976'THE STATION WAS RECOVERED AT THIS DATE.
 EM0976'OTHER MARKS NOT SEARCHED FOR.
 EM0976'
 EM0976'THE STATION IS LOCATED ABOUT 10.6 KM (6.6 MI)
 EM0976'NORTHWEST OF CHILLECOTHE, ON HIGHWAY RIGHT-OF-WAY AND AT A ROADSIDE
 EM0976'REST AREA.
 EM0976'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, PO BOX 2708, AMARILLO TX
 EM0976'79105, PHONE 806-355-5671.
 EM0976'
 EM0976'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 287 AND FARM
 EM0976'ROAD 91 IN CHILLECOTHE, GO NORTHWEST ON US HIGHWAY 287 FOR 9.0 KM
 EM0976'(5.6 MI) TO THE JUNCTION OF FARM ROAD 2006.  CONTINUE AHEAD FOR 1.2
 EM0976'KM (0.75 MI) TO THE ENTRANCE TO REST AREA ON THE RIGHT.  CONTINUE
 EM0976'AHEAD FOR 0.4 KM (0.25 MI) TO EXIT ROAD OF REST AREA AND THE
 EM0976'STATION ON THE RIGHT.
 EM0976'
 EM0976'THE STATION IS A STANDARD CGS STATION DISK STAMPED---PARK 1969---,
 EM0976'SET IN THE TOP OF A 30 CM ROUND CONCRETE POST 10 CM BELOW GROUND IN
 EM0976'WEED AREA.  LOCATED 20.5 METERS (67.3 FT) NORTHWEST OF THE CENTER
 EM0976'OF WESTBOUND LANES OF HIGHWAY, 18.5 METERS (60.7 FT) WEST FROM THE
 EM0976'CENTER OF THE EXIT ROAD, 12.5 METERS (41.0 FT) WEST OF NORTH CORNER
 EM0976'OF A LARGE SLANTED GRATE, 5.7 METERS (18.7 FT) SOUTHEAST OF THE
 EM0976'EAST 1 OF 3 RAILROAD TIE FENCE POSTS AND 1.2 METERS (3.9 FT)
 EM0976'SOUTHEAST OF A METAL WITNESS POST IN RIGHT-OF-WAY FENCE.
 EM0976'
 EM0976'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EM0976'
 EM0976'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0976'
 EM0976'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1371 ***********************************************************************
 DM1371  DESIGNATION -  PARK
 DM1371  PID         -  DM1371
 DM1371  STATE/COUNTY-  TX/FRANKLIN
 DM1371  USGS QUAD   -  NEW HOPE (1965)
 DM1371
 DM1371                         *CURRENT SURVEY CONTROL
 DM1371  ___________________________________________________________________
 DM1371* NAD 83(1993)-  33 00 31.71242(N)    095 13 59.11164(W)     ADJUSTED  
 DM1371* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 DM1371  ___________________________________________________________________
 DM1371  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DM1371  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DM1371
 DM1371  HORZ ORDER  -  FIRST
 DM1371
 DM1371.The horizontal coordinates were established by classical geodetic methods
 DM1371.and adjusted by the National Geodetic Survey in February 1996..
 DM1371
 DM1371.The orthometric height was scaled from a topographic map.
 DM1371
 DM1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1371
 DM1371.The geoid height was determined by GEOID03.
 DM1371
 DM1371;                    North         East     Units Scale Factor Converg.
 DM1371;SPC TXNC     - 2,153,575.368   905,185.226   MT  0.99987290   +1 46 54.3
 DM1371;SPC TXNC     - 7,065,521.85  2,969,761.86   sFT  0.99987290   +1 46 54.3
 DM1371;UTM  15      - 3,654,478.779   291,393.454   MT  1.00013659   -1 13 01.0
 DM1371
 DM1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1371!SPC TXNC     -   0.99997827  x   0.99987290  =   0.99985117
 DM1371!UTM  15      -   0.99997827  x   1.00013659  =   1.00011486
 DM1371
 DM1371:                Primary Azimuth Mark                     Grid Az
 DM1371:SPC TXNC     -  MT VERNON MUNICIPAL TANK                 001 25 09.8
 DM1371:UTM  15      -  MT VERNON MUNICIPAL TANK                 004 25 05.1
 DM1371
 DM1371|---------------------------------------------------------------------|
 DM1371| PID    Reference Object                     Distance      Geod. Az  |
 DM1371|                                                           dddmmss.s |
 DM1371| DM1374 MT VERNON MUNICIPAL TANK            APPROX.19.9 KM 0031204.1 |
 DM1371| CR1226 PITTSBURG MUNICIPAL TANK            APPROX.24.6 KM 0923126.6 |
 DM1371| CY2765 PARK RM 1                            28.550 METERS 16617     |
 DM1371| CY2764 PARK AZ MK                                         2240854.7 |
 DM1371| CR1252 WINNSBORO MUNICIPAL TANK            APPROX. 7.2 KM 2260656.8 |
 DM1371| CY2766 PARK RM 2                            23.449 METERS 28016     |
 DM1371|---------------------------------------------------------------------|
 DM1371
 DM1371                          SUPERSEDED SURVEY CONTROL
 DM1371
 DM1371  NAD 83(1993)-  33 00 31.71609(N)    095 13 59.10513(W) AD(       ) 1
 DM1371  NAD 83(1986)-  33 00 31.71587(N)    095 13 59.09759(W) AD(       ) 1
 DM1371  NAD 27      -  33 00 31.27940(N)    095 13 58.30660(W) AD(       ) 1
 DM1371
 DM1371.Superseded values are not recommended for survey control.
 DM1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1371.See file dsdata.txt to determine how the superseded data were derived.
 DM1371
 DM1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9139354479(NAD 83)
 DM1371_MARKER: DS = TRIANGULATION STATION DISK
 DM1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1371
 DM1371  HISTORY     - Date     Condition        Report By
 DM1371  HISTORY     - 1950     MONUMENTED       CGS
 DM1371  HISTORY     - 1956     GOOD             CGS
 DM1371  HISTORY     - 1957     GOOD             CGS
 DM1371
 DM1371                          STATION DESCRIPTION
 DM1371
 DM1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1371'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE TOWN
 DM1371'OF WINNSBORO, IN THE NORTHEAST CORNER OF A FIELD.  IT IS 38
 DM1371'FEET WEST OF THE CENTERLINE OF THE ROAD, 24 FEET WEST OF THE
 DM1371'FENCE AND 22 FEET SOUTH OF THE NORTH BOUNDARY FENCE.  THE
 DM1371'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PARK 1950.
 DM1371'
 DM1371'REFERENCE MARK NO. 1 IS 12 FEET WEST OF THE CENTERLINE OF
 DM1371'THE ROAD AND 1 FOOT WEST OF A WITNESS POST.  THE MARK PROJECTS
 DM1371'4 INCHES AND THE DISK IS STAMPED PARK NO 1 1950.
 DM1371'
 DM1371'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF THE NORTH BOUNDRY
 DM1371'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DM1371'PARK NO 2 1950.
 DM1371'
 DM1371'AZIMUTH MARK IS 14.6 FEET SOUTH OF THE CENTERLINE OF THE
 DM1371'ROAD, 11 FEET WEST OF THE CENTERLINE OF A DRIVEWAY 3.6 FEET
 DM1371'SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 DM1371'AND THE DISK IS STAMPED PARK 1950.
 DM1371'
 DM1371'TO REACH FROM THE FIRST NATIONAL BANK IN WINNSBORO, GO NORTH
 DM1371'ON HIGHWAY 37 FOR 3.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 DM1371'(EAST) BETWEEN TWO WHITE HOUSES AND GO 1.75 MILES TO FORKS AT
 DM1371'AN OLD SCHOOL HOUSE, KEEP LEFT FORK FOR 0.7 MILE TO THE
 DM1371'AZIMUTH MARK ON THE RIGHT, CONTINUE 0.15 MILE TO WHERE ROAD
 DM1371'TURNS LEFT, TURN LEFT (NORTH) 0.2 MILE TO THE STATION ON THE
 DM1371'LEFT JUST BEFORE REACHING A SMALL HOUSE ON THE RIGHT.
 DM1371'
 DM1371'A 100 FT. SIGNAL AT PARCHMAN 1935, PITTSBURG, MIDWAY AND ESSL
 DM1371'IS VISIBLE AT 40 FT.
 DM1371'
 DM1371'A 47 FT. SIGNAL AT POPE IS VISIBLE AT 40 FT.
 DM1371'
 DM1371'AN 87 FT. SIGNAL AT MT PLEASANT 1935 IS VISIBLE AT 40 FT.
 DM1371'
 DM1371'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1371
 DM1371                          STATION RECOVERY (1956)
 DM1371
 DM1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JHH)
 DM1371'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1371'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1371'TO STATION SITE ARE CORRECT.
 DM1371
 DM1371                          STATION RECOVERY (1957)
 DM1371
 DM1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1371'STATION MARK, REFERENCE MARKS NUMBER ONE AND TWO AND AZIMUTH
 DM1371'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DM1371'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DM1371'
 DM1371'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF WINNSBORO,
 DM1371'IN THE NORTHEAST CORNER OF A FIELD.  IT IS 38 FEET WEST OF
 DM1371'THE CENTER OF A DIRT ROAD, 24 FEET WEST OF A FENCE LINE AND
 DM1371'22 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 DM1371'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED PARK
 DM1371'1950.
 DM1371'
 DM1371'REFERENCE MARK NUMBER ONE IS 12 FEET WEST OF THE CENTER OF
 DM1371'THE ROAD, 1 FOOT WEST OF A FENCE LINE AND 1 FOOT NORTH OF A
 DM1371'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES ABOVE
 DM1371'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED PARK NO 1 1950.
 DM1371'
 DM1371'REFERENCE MARK NUMBER TWO IS 7 FEET EAST OF A TREE AND 2 FEET
 DM1371'SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 DM1371'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED PARK NO
 DM1371'2 1950.
 DM1371'
 DM1371'AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 DM1371'1 FOOT SOUTH OF A FENCE LINE AND 1 FOOT WEST OF A WHITE WITNESS
 DM1371'POST.  THE MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 DM1371'OF THE GROUND AND THE DISK IS STAMPED PARK 1950.
 DM1371'
 DM1371'TO REACH THE STATION FROM THE POST OFFICE IN WINNSBORO GO
 DM1371'NORTH ON STATE HIGHWAY 37 FOR 2.8 MILES TO A SIDE ROAD RIGHT,
 DM1371'TURN RIGHT, BETWEEN TWO WHITE HOUSES, FOR 1.6 MILES TO FORKS,
 DM1371'KEEP RIGHT FORK FOR 0.05 MILE TO FORKS KEEP LEFT FORK FOR
 DM1371'0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DM1371'
 DM1371'CONTINUE EAST FOR 0.2 MILE TO A LEFT TURN, TURN LEFT FOR 0.2
 DM1371'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1370 ***********************************************************************
 DN1370  DESIGNATION -  PARK
 DN1370  PID         -  DN1370
 DN1370  STATE/COUNTY-  TX/WISE
 DN1370  USGS QUAD   -  SUNSET (1978)
 DN1370
 DN1370                         *CURRENT SURVEY CONTROL
 DN1370  ___________________________________________________________________
 DN1370* NAD 83(1993)-  33 23 40.22780(N)    097 49 05.38531(W)     ADJUSTED  
 DN1370* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 DN1370  ___________________________________________________________________
 DN1370  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DN1370  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DN1370
 DN1370  HORZ ORDER  -  THIRD
 DN1370
 DN1370.The horizontal coordinates were established by classical geodetic methods
 DN1370.and adjusted by the National Geodetic Survey in February 1996..
 DN1370
 DN1370.The orthometric height was scaled from a topographic map.
 DN1370
 DN1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1370
 DN1370.The geoid height was determined by GEOID03.
 DN1370
 DN1370;                    North         East     Units Scale Factor Converg.
 DN1370;SPC TXNC     - 2,191,807.440   663,427.417   MT  0.99989047   +0 22 18.7
 DN1370;SPC TXNC     - 7,190,954.91  2,176,594.78   sFT  0.99989047   +0 22 18.7
 DN1370;UTM  14      - 3,695,647.465   609,911.476   MT  0.99974894   +0 39 02.0
 DN1370
 DN1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1370!SPC TXNC     -   0.99995543  x   0.99989047  =   0.99984590
 DN1370!UTM  14      -   0.99995543  x   0.99974894  =   0.99970438
 DN1370
 DN1370:                Primary Azimuth Mark                     Grid Az
 DN1370:SPC TXNC     -  ALVORD MUNICIPAL TANK                    106 20 21.7
 DN1370:UTM  14      -  ALVORD MUNICIPAL TANK                    106 03 38.4
 DN1370
 DN1370|---------------------------------------------------------------------|
 DN1370| PID    Reference Object                     Distance      Geod. Az  |
 DN1370|                                                           dddmmss.s |
 DN1370| DN1352 ALVORD MUNICIPAL TANK               APPROX.12.2 KM 1064240.4 |
 DN1370| CY2768 PARK RM 1                            28.872 METERS 14726     |
 DN1370| DN1372 CHICO MUNICIPAL TANK                APPROX.10.9 KM 1661746.1 |
 DN1370| CY2769 PARK RM 2                            26.517 METERS 20518     |
 DN1370| CY2767 PARK AZ MK                                         3521743.2 |
 DN1370|---------------------------------------------------------------------|
 DN1370
 DN1370                          SUPERSEDED SURVEY CONTROL
 DN1370
 DN1370  NAD 83(1993)-  33 23 40.23002(N)    097 49 05.37995(W) AD(       ) 3
 DN1370  NAD 83(1986)-  33 23 40.23184(N)    097 49 05.37151(W) AD(       ) 3
 DN1370  NAD 27      -  33 23 39.83540(N)    097 49 04.24300(W) AD(       ) 3
 DN1370
 DN1370.Superseded values are not recommended for survey control.
 DN1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1370.See file dsdata.txt to determine how the superseded data were derived.
 DN1370
 DN1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0991195647(NAD 83)
 DN1370_MARKER: DS = TRIANGULATION STATION DISK
 DN1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1370
 DN1370  HISTORY     - Date     Condition        Report By
 DN1370  HISTORY     - 1956     MONUMENTED       CGS
 DN1370  HISTORY     - 1960     GOOD             CGS
 DN1370
 DN1370                          STATION DESCRIPTION
 DN1370
 DN1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1370'THE STATION IS LOCATED ABOUT 16.0 MILES NORTHWEST OF DECATUR,
 DN1370'10.0 MILES SOUTH-SOUTHEAST OF BOWIE AND 0.5 MILE SOUTH OF THE
 DN1370'VILLAGE OF PARK SPRINGS.  IT IS IN A FARM YARD, NEAR THE
 DN1370'SOUTHEAST CORNER OF A SMALL ORCHARD, 108 FEET WEST OF THE
 DN1370'NORTHWEST CORNER OF THE FARM HOUSE PORCH, 40 FEET SOUTHWEST
 DN1370'OF A STORM CELLAR AND 24 FEET NORTH OF AN EAST-WEST FENCE
 DN1370'LINE.  THE MARK IS STAMPED PARK 1956 AND PROJECTS 1 INCH.
 DN1370'
 DN1370'REFERENCE MARK NO. 1 IS 30 FEET WEST-SOUTHWEST OF A POWER
 DN1370'LINE POLE, 26 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 1
 DN1370'FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED PARK
 DN1370'NO 1 1956 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1370'
 DN1370'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A PASTURE, 110
 DN1370'FEET WEST-SOUTHWEST OF A POWER LINE POLE, 27 FEET SOUTH OF
 DN1370'THE CENTER OF THE DRIVEWAY AND 1 FOOT SOUTH OF AN EAST-WEST
 DN1370'FENCE LINE.  IT IS STAMPED PARK NO 2 1956 AND IS FLUSH WITH
 DN1370'THE GROUND SURFACE.
 DN1370'
 DN1370'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 48 FEET EAST
 DN1370'OF THE CENTER OF STATE HIGHWAY 114, 8 FEET SOUTH OF A FENCE
 DN1370'CORNER, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 2 FEET
 DN1370'SOUTH OF A WITNESS POST.  IT IS STAMPED PARK 1956 AND IS
 DN1370'FLUSH WITH THE GROUND SURFACE.
 DN1370'
 DN1370'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114
 DN1370'AND U.S. HIGHWAY 81 JUST SOUTHEAST OF THE POST OFFICE IN
 DN1370'SUNSET, GO SOUTHWEST AND SOUTH ON STATE HIGHWAY 114 FOR 4.8
 DN1370'MILES TO THE AZIMUTH MARK ON THE LEFT JUST AFTER PASSING
 DN1370'THROUGH THE SMALL VILLAGE OF PARK SPRINGS.  CONTINUE SOUTH
 DN1370'FOR 0.45 MILE TO A DRIVEWAY INTO FARM YARD ON THE LEFT, TURN
 DN1370'LEFT AND GO EAST FOR 0.05 MILE TO STATION JUST WEST OF HOUSE
 DN1370'AS DESCRIBED.
 DN1370'
 DN1370'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 DN1370
 DN1370                          STATION RECOVERY (1960)
 DN1370
 DN1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWY)
 DN1370'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1370'
 DN1370'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0560 ***********************************************************************
 CE0560  DESIGNATION -  PARK
 CE0560  PID         -  CE0560
 CE0560  STATE/COUNTY-  TX/EL PASO
 CE0560  USGS QUAD   -  EL PASO (1997)
 CE0560
 CE0560                         *CURRENT SURVEY CONTROL
 CE0560  ___________________________________________________________________
 CE0560* NAD 83(1993)-  31 46 27.22506(N)    106 29 25.88760(W)     ADJUSTED  
 CE0560* NAVD 88     -      1211.07   (+/-2cm)    3973.3    (feet)  VERTCON   
 CE0560  ___________________________________________________________________
 CE0560  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CE0560  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CE0560
 CE0560  HORZ ORDER  -  SECOND
 CE0560  VERT ORDER  -  THIRD ? (See Below)
 CE0560
 CE0560.The horizontal coordinates were established by classical geodetic methods
 CE0560.and adjusted by the National Geodetic Survey in February 1996..
 CE0560
 CE0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0560.The vertical order pertains to the NGVD 29 superseded value.
 CE0560
 CE0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0560
 CE0560.The geoid height was determined by GEOID03.
 CE0560
 CE0560;                    North         East     Units Scale Factor Converg.
 CE0560;SPC TX C     - 3,249,778.979   117,080.315   MT  0.99997251   -3 10 16.7
 CE0560;SPC TX C     -10,661,983.20    384,121.00   sFT  0.99997251   -3 10 16.7
 CE0560;UTM  13      - 3,516,377.983   358,860.974   MT  0.99984568   -0 47 06.0
 CE0560
 CE0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0560!SPC TX C     -   0.99981364  x   0.99997251  =   0.99978616
 CE0560!UTM  13      -   0.99981364  x   0.99984568  =   0.99965935
 CE0560
 CE0560|---------------------------------------------------------------------|
 CE0560| PID    Reference Object                     Distance      Geod. Az  |
 CE0560|                                                           dddmmss.s |
 CE0560| CC7946 PARK RM 1                            12.830 METERS 05501     |
 CE0560| CE0468 EL PASO FORT WORTH AWY BCN 1        APPROX.31.9 KM 0803009.5 |
 CE0560| CD1088 EL PASO FORT WORTH AWY BCN 2        APPROX.47.6 KM 0831527.7 |
 CE0560| CC7945 PARK AZ MK                                         2282023.8 |
 CE0560| CC7947 PARK RM 2                            26.980 METERS 29239     |
 CE0560|---------------------------------------------------------------------|
 CE0560
 CE0560                          SUPERSEDED SURVEY CONTROL
 CE0560
 CE0560  NAD 83(1993)-  31 46 27.22620(N)    106 29 25.88660(W) AD(       ) 2
 CE0560  NAD 83(1986)-  31 46 27.22805(N)    106 29 25.88684(W) AD(       ) 2
 CE0560  NAD 27      -  31 46 26.84000(N)    106 29 23.93400(W) AD(       ) 2
 CE0560  NGVD 29 (07/19/86) 1210.57   (m)         3971.7    (f) LEVELING    3  
 CE0560
 CE0560.Superseded values are not recommended for survey control.
 CE0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0560.See file dsdata.txt to determine how the superseded data were derived.
 CE0560
 CE0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5886116378(NAD 83)
 CE0560_MARKER: DD = SURVEY DISK
 CE0560_SETTING: 66 = SET IN ROCK OUTCROP
 CE0560
 CE0560  HISTORY     - Date     Condition        Report By
 CE0560  HISTORY     - 1934     MONUMENTED       CGS
 CE0560  HISTORY     - 1954     GOOD             AMS
 CE0560  HISTORY     - 1967     MARK NOT FOUND   CGS
 CE0560  HISTORY     - 1968     MARK NOT FOUND   CGS
 CE0560
 CE0560                          STATION DESCRIPTION
 CE0560
 CE0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CE0560'ABOUT 1-1/2 MILES NORTH OF THE RIO GRANDE, ON THE WEST EDGE OF
 CE0560'THE CITY OF EL PASO, ON A SHORT SPUR RIDGE EXTENDING EAST
 CE0560'FROM THE MAIN RIDGE, ON THE RIM OVERLOOKING EL PASO.  THIS SPUR
 CE0560'RIDGE IS A PARK ABOUT 100 FEET WIDE AND 500 FEET LONG, WITH
 CE0560'A ROAD ENCIRCLING A GRASS PLOT WITH A DOUBLE ROW OF SMALL
 CE0560'TREES, IT OVERLOOKS THE EL PASO HIGH SCHOOL.  SURFACE MARK IS
 CE0560'9.3 FEET WEST-SOUTHWEST OF A 6-INCH TREE AT THE SOUTH END
 CE0560'OF THE PARK, AND 13.35 FEET NORTH OF A SIMILAR TREE AT THE
 CE0560'SAME END OF THE PARK.
 CE0560'
 CE0560'TO REACH FROM THE EL PASO POST OFFICE AT STANTON AND MILLS
 CE0560'STREETS, GO WEST ON STANTON STREET FOR 0.9 MILE TO RIM ROAD
 CE0560'AT THE TOP OF THE HILL, TURN RIGHT (NORTH) ON RIM ROAD (PAVED)
 CE0560'AND GO 0.4 MILE ALONG THE TOP OF THE RIM TO A SMALL PARK
 CE0560'AT THE EAST END OF THE ROAD, AND STATION, NEAR THE EAST END
 CE0560'OF THE PARK.  SUPPLIES AND WATER IN EL PASO.
 CE0560'
 CE0560'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 CE0560'OUTCROPPING BEDROCK SET AS DESCRIBED.
 CE0560'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 CE0560'
 CE0560'REFERENCE MARK NO. 1, IS NORTHEAST OF THE STATION, NEAR THE
 CE0560'EAST EDGE OF A CLIFF, AND PROJECTS 4 INCHES ABOVE GROUND.
 CE0560'
 CE0560'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION NEAR
 CE0560'THE WEST EDGE OF THE CLIFF, AND PROJECTS 4 INCHES ABOVE GROUND.
 CE0560'
 CE0560'AZIMUTH MARK IS SOUTHWEST OF THE STATION, 21.3 FEET SOUTHEAST
 CE0560'OF THE EAST RAIL OF STREET CAR LINE ON EAST HIGH STREET AND
 CE0560'46.6 FEET NORTHEAST OF THE EAST CURB OF NORTH STANTON STREET
 CE0560'(1600 BLOCK).
 CE0560'
 CE0560'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CE0560
 CE0560                          STATION RECOVERY (1954)
 CE0560
 CE0560'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0560'THE STATION MARK (A STANDARD DISK, STAMPED PARK 1934 AND SET
 CE0560'IN BEDROCK 0.2 FT. BELOW THE SURFACE OF THE GROUND) WAS
 CE0560'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE MARK IS 9.5 FT.
 CE0560'W-SW OF A SMALL TREE, 45 FT. NE OF THE NE EDGE OF A BANK,
 CE0560'46 FT. NW OF THE BASE OF A TREE, 38 FT. N-NW OF THE BASE OF
 CE0560'A TREE, AND 18 FT. SW OF THE BASE OF A LONE CEDAR TREE.
 CE0560'ELEVATION IS 3971.693 FT.
 CE0560'
 CE0560'THE REFERENCE MARKS ARE SET IN CONCRETE POSTS.
 CE0560'
 CE0560'THE AZIMUTH MARK (A STANDARD AZIMUTH-MARK DISK, STAMPED PARK
 CE0560'1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CE0560'GROUND) WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS
 CE0560'AND CHANGES TO THE ORIGINAL DESCRIPTION--
 CE0560'
 CE0560'THE STREETCAR LINE HAS BEEN TORN OUT, AND EAST HIGH STREET
 CE0560'IS NOW KNOWN AS EAST LOWENSTEIN STREET.  MARK IS LOCATED
 CE0560'AT THE SE CORNER OF THE INTERSECTION OF NORTH STANTON STREET
 CE0560'AND EAST LOWENSTEIN STREET, IN THE 1600 BLOCK OF NORTH STANTON
 CE0560'STREET, FIVE BLOCKS SW OF EL PASO HIGH SCHOOL, 96 FT. NW OF
 CE0560'THE W CORNER OF THE BRICK HOUSE AT 1610 NORTH STANTON STREET,
 CE0560'70 FT. N-NE OF THE CENTERLINE OF NORTH STANTON STREET, 75 FT.
 CE0560'NE OF THE CENTER OF THE STREET INTERSECTION, AND 24 FT. SE
 CE0560'OF THE CENTERLINE OF EAST LOWENSTEIN STREET.
 CE0560
 CE0560                          STATION RECOVERY (1967)
 CE0560
 CE0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0560'THE STATION AND R.M. 1 HAVE BEEN DESTROYED.  ABOUT 50 FEET OF
 CE0560'THE EASTERN END OF THE PARK AREA HAS BEEN CUT BACK DUE TO THE
 CE0560'BUILDING OF A ROAD AT THE BASE OF THE CLIFF.
 CE0560'
 CE0560'R.M. 2 WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 CE0560'WAS NOT SEARCHED FOR.
 CE0560'
 CE0560'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EL PASO
 CE0560
 CE0560                          STATION RECOVERY (1968)
 CE0560
 CE0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CE0560'REFERENCE MARK NO. 2 WAS FOUND TO BE IN GOOD CONDITION.  STATION
 CE0560'MARK AND REFERENCE MARK NO. 1 HAVE BEEN DESTROYED.  AZIMUTH
 CE0560'MARK WAS NOT FOUND.  IT WAS PROBABLY DESTROYED WHEN THE STREETS
 CE0560'WERE WIDENED AND A HOUSE BUILT AT THE SITE.
 CE0560'
 CE0560'REFERENCE MARK NO. 2 IS LOCATED IN THE WESTERN PART OF EL PASO
 CE0560'ON A SPUR RIDGE OVERLOOKING EL PASO.  IT IS ABOUT 100 YARDS
 CE0560'SOUTH OF THE JUNCTION OF RIM ROAD AND SAINT VRAIN STREET,
 CE0560'IN THE TOM LEE PARK, 55 FEET NORTHWEST OF THE SOUTH POINT OF
 CE0560'A RETAINING WALL AND 1 FOOT EAST OF THE WEST PART OF RETAINING
 CE0560'WALL.  A STANDARD REFERENCE MARK DISK, STAMPED PARK NO 2 1934,
 CE0560'IS SET IN A DRILL HOLE IN BEDROCK AND FLUSH WITH THE SURFACE
 CE0560'OF GROUND.
 CE0560'
 CE0560'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EL PASO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1097 ***********************************************************************
 CU1097  DESIGNATION -  PARK
 CU1097  PID         -  CU1097
 CU1097  STATE/COUNTY-  TX/HOWARD
 CU1097  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU1097
 CU1097                         *CURRENT SURVEY CONTROL
 CU1097  ___________________________________________________________________
 CU1097* NAD 83(1993)-  32 13 59.81340(N)    101 29 23.11730(W)     ADJUSTED  
 CU1097* NAVD 88     -       852.9    (meters)    2798.     (feet)  VERTCON   
 CU1097  ___________________________________________________________________
 CU1097  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CU1097  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CU1097
 CU1097  HORZ ORDER  -  THIRD
 CU1097
 CU1097.The horizontal coordinates were established by classical geodetic methods
 CU1097.and adjusted by the National Geodetic Survey in February 1996..
 CU1097
 CU1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1097
 CU1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1097
 CU1097.The geoid height was determined by GEOID03.
 CU1097
 CU1097;                    North         East     Units Scale Factor Converg.
 CU1097;SPC TXNC     - 2,066,842.821   318,251.722   MT  0.99997382   -1 37 50.1
 CU1097;SPC TXNC     - 6,780,966.82  1,044,130.86   sFT  0.99997382   -1 37 50.1
 CU1097;UTM  14      - 3,569,013.460   265,394.662   MT  1.00027880   -1 19 42.8
 CU1097
 CU1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1097!SPC TXNC     -   0.99987010  x   0.99997382  =   0.99984392
 CU1097!UTM  14      -   0.99987010  x   1.00027880  =   1.00014886
 CU1097
 CU1097:                Primary Azimuth Mark                     Grid Az
 CU1097:SPC TXNC     -  BIG SPRINGS MUN TANK                     012 31 53.0
 CU1097:UTM  14      -  BIG SPRINGS MUN TANK                     012 13 45.7
 CU1097
 CU1097|---------------------------------------------------------------------|
 CU1097| PID    Reference Object                     Distance      Geod. Az  |
 CU1097|                                                           dddmmss.s |
 CU1097| CU1112 BIG SPRINGS MUN TANK                APPROX. 3.7 KM 0105402.9 |
 CU1097| CU1111 BIG SPRINGS CRMWD MICROWAVE         APPROX. 6.6 KM 0174705.8 |
 CU1097| CU1109 BIG SPRINGS HOWARD CO APT BCN       APPROX. 9.6 KM 0300251.6 |
 CU1097| CU1110 BIG SPRINGS TV STA KWAB MAST        APPROX. 4.7 KM 0605818.9 |
 CU1097| CU1096 BIG SPRINGS VA HOSP TANK            APPROX. 1.3 KM 1002614.1 |
 CU1097| CU1094 BIG SPRINGS TCA TV MICROWAVE        APPROX. 4.8 KM 1062421.6 |
 CU1097| CU1095 BIG SPRINGS TEX ELEC SERV MAST      APPROX. 3.1 KM 1122450.0 |
 CU1097| CH9254 PARK RM 2                             7.803 METERS 21017     |
 CU1097| CH9253 PARK RM 1                             8.400 METERS 32417     |
 CU1097|---------------------------------------------------------------------|
 CU1097
 CU1097                          SUPERSEDED SURVEY CONTROL
 CU1097
 CU1097  NAD 83(1986)-  32 13 59.81889(N)    101 29 23.10923(W) AD(       ) 3
 CU1097  NAD 27      -  32 13 59.38332(N)    101 29 21.66204(W) AD(       ) 3
 CU1097  NGVD 29 (07/28/98)  852.6    (m)         2797.     (f) VERT ANG       
 CU1097
 CU1097.Superseded values are not recommended for survey control.
 CU1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1097.See file dsdata.txt to determine how the superseded data were derived.
 CU1097
 CU1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6539569013(NAD 83)
 CU1097_MARKER: DS = TRIANGULATION STATION DISK
 CU1097_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CU1097_SP_SET: CONCRETE PAD
 CU1097_STAMPING: PARK 1965
 CU1097_MARK LOGO: CGS   
 CU1097_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CU1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1097
 CU1097  HISTORY     - Date     Condition        Report By
 CU1097  HISTORY     - 1965     MONUMENTED       CGS
 CU1097  HISTORY     - 1966     GOOD             USGS
 CU1097  HISTORY     - 1979     GOOD             NGS
 CU1097  HISTORY     - 19790315 GOOD             NGS
 CU1097
 CU1097                          STATION DESCRIPTION
 CU1097
 CU1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 CU1097'STATION IS LOCATED IN THE BIG SPRING STATE PARK WHICH IS
 CU1097'LOCATED IN THE SOUTHWEST SECTION OF BIG SPRING.
 CU1097'
 CU1097'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 87 BUSINESS IN
 CU1097'BIG SPRING, GO SOUTH ON U.S. HIGHWAY 87 FOR 1.55 MILES TO THE
 CU1097'INTERSECTION OF FARM LOOP 700, TURN RIGHT AND GO WEST AND NORTH
 CU1097'ON FARM LOOP 700 FOR 0.6 MILE TO THE ENTRANCE TO BIG SPRING
 CU1097'STATE PARK ON THE LEFT, TURN LEFT AND GO WEST AND NORTH ON THE
 CU1097'PAVED ROAD FOR 1.7 MILES TO A BUILDING ON THE RIGHT, ABOUT
 CU1097'20 FEET HIGHER THAN THE ROAD AND THE STATION AS DESCRIBED.
 CU1097'
 CU1097'STATION MARK IS A STANDARD TOPOGRAPHIC STATION MARK DISK,
 CU1097'STAMPED PARK 1965, CEMENTED IN A DRILL HOLE IN THE CENTER OF
 CU1097'A 5 X 7 FOOT CONCRETE BLOCK WHICH PROJECTS ABOUT 4 INCHES
 CU1097'ABOVE THE GROUND SURFACE.  IT IS 33.2 FEET EAST OF THE NORTHEAST
 CU1097'CORNER OF A BUILDING, 32.3 FEET NORTHEAST OF THE SOUTHEAST CORNER
 CU1097'OF THE BUILDING AND 67 FEET SOUTH OF THE CENTER OF A PAVED ROAD.
 CU1097'
 CU1097'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PARK NO 1 1968,
 CU1097'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 X 4 FOOT OUTCROP
 CU1097'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 22.5 FEET EAST OF
 CU1097'THE NORTHEAST CORNER OF THE BUILDING, 40 FEET SOUTH OF THE CENTER
 CU1097'OF THE ROAD AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 CU1097'
 CU1097'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PARK NO 2 1968,
 CU1097'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 X 3 FOOT OUTCROP
 CU1097'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 92 FEET SOUTH OF THE
 CU1097'CENTER OF THE ROAD, 16 FEET EAST OF THE SOUTHEAST CORNER OF THE
 CU1097'BUILDING AND ABOUT THE SAME ELEVATION AS THE STATION.
 CU1097'
 CU1097'NO AZIMUTH MARK ESTABLISHED.
 CU1097
 CU1097                          STATION RECOVERY (1966)
 CU1097
 CU1097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU1097'A TOPOGRAPHIC STATION ESTABLISHED BY THE NGS, RECOVERED BY USGS IN
 CU1097'1966 AND DESCRIBED AS FOLLOWS
 CU1097'TO REACH FROM BIG SPRINGS POST OFFICE, GO S. 1.6 MI. ALONG SCURRY
 CU1097'STREET, THENCE W. 0.7 MI. ALONG FARM ROAD 700 TO ENTRANCE OF BIG
 CU1097'SPRING STATE PARK, THENCE 1.8 MI. ALONG WINDING ONE WAY PARK RD. TO
 CU1097'ENTRANCE OF PICNIC AREA, THENCE W. 0.05 MI. TO A POINT OPPOSITE LARGE
 CU1097'BROWN SHELTER HOUSE AND PLAYGROUND, 35 FT. E. OF E. END OF SHELTER
 CU1097'HOUSE.
 CU1097'STATION MARK--STANDARD USC AND GS TOPOGRAPHIC DISK, STAMPED---PARK
 CU1097'1965---, SET IN TOP CENTER OF A 7 X 7 FT. CONCRETE PAD.
 CU1097
 CU1097                          STATION RECOVERY (1979)
 CU1097
 CU1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1097'STATION AND RMS 1 AND 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CU1097'
 CU1097'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1097'SW SECTION OF BIG SPRING.
 CU1097
 CU1097                          STATION RECOVERY (1979)
 CU1097
 CU1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1097'THIS STATION IS LOCATED IN THE SOUTHWESTERN PART OF THE CITY OF BIG
 CU1097'SPRINGS, AT THE BIG SPRINGS STATE PARK.  TO REACH FROM THE
 CU1097'INTERSECTION OF US 87 AND FARM ROAD 700 IN THE SOUTH PART OF BIG
 CU1097'SPRINGS, GO WEST ON FARM ROAD, PASSING SOUTH OF THE US VETERANS
 CU1097'HOSPITAL, FOR 0.6 MILE, (1.0 KM) TURN LEFT THRU PARK GATE THEN TAKE
 CU1097'LEFT FORK OF PARK ROAD, GO 1.7 MILE (2.7 KM) TO LOOKOUT BUILDING ON
 CU1097'RIGHT SIDE AND STATION.  65 FT (19.8 M) SOUTH OF ROAD, 30.5 FT (9.3 M)
 CU1097'EAST OF BUILDING AND 5 FT (1.5 M) HIGHER THEN THE HARD SURFACED PARK
 CU1097'ROAD.  A STANDARD TOPOGRAPHIC DISK CEMENTED IN A DRILL HOLE IN A 6
 CU1097'FOOT (1.8 M) X 7 FOOT (2.1 M) CONCRETE PAD AND STAMPED PARK 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1047 ***********************************************************************
 GK1047  DESIGNATION -  PARK
 GK1047  PID         -  GK1047
 GK1047  STATE/COUNTY-  TX/OCHILTREE
 GK1047  USGS QUAD   -  LAKE FRYER (1973)
 GK1047
 GK1047                         *CURRENT SURVEY CONTROL
 GK1047  ___________________________________________________________________
 GK1047* NAD 83(1993)-  36 14 33.76259(N)    100 39 41.87249(W)     ADJUSTED  
 GK1047* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 GK1047  ___________________________________________________________________
 GK1047  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 GK1047  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 GK1047
 GK1047  HORZ ORDER  -  SECOND
 GK1047
 GK1047.The horizontal coordinates were established by classical geodetic methods
 GK1047.and adjusted by the National Geodetic Survey in February 1996..
 GK1047
 GK1047.The orthometric height was scaled from a topographic map.
 GK1047
 GK1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1047
 GK1047.The geoid height was determined by GEOID03.
 GK1047
 GK1047;                    North         East     Units Scale Factor Converg.
 GK1047;SPC TX N     - 1,249,129.248   275,358.296   MT  1.00001439   +0 29 09.1
 GK1047;SPC TX N     - 4,098,184.87    903,404.68   sFT  1.00001439   +0 29 09.1
 GK1047;UTM  14      - 4,012,149.456   350,695.008   MT  0.99987467   -0 58 57.2
 GK1047
 GK1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1047!SPC TX N     -   0.99986792  x   1.00001439  =   0.99988231
 GK1047!UTM  14      -   0.99986792  x   0.99987467  =   0.99974261
 GK1047
 GK1047:                Primary Azimuth Mark                     Grid Az
 GK1047:SPC TX N     -  PARK AZ MK                               013 32 31.3
 GK1047:UTM  14      -  PARK AZ MK                               015 00 37.6
 GK1047
 GK1047|---------------------------------------------------------------------|
 GK1047| PID    Reference Object                     Distance      Geod. Az  |
 GK1047|                                                           dddmmss.s |
 GK1047| CK9591 PARK AZ MK                                         0140140.4 |
 GK1047| CK9592 PARK RM 1                             7.989 METERS 08043     |
 GK1047| CK9593 PARK RM 2                             9.169 METERS 15649     |
 GK1047| GK1025 CARL ELLISS BARN VENTILATOR         APPROX. 4.7 KM 3222354.8 |
 GK1047|---------------------------------------------------------------------|
 GK1047
 GK1047                          SUPERSEDED SURVEY CONTROL
 GK1047
 GK1047  NAD 83(1993)-  36 14 33.76285(N)    100 39 41.87231(W) AD(       ) 2
 GK1047  NAD 83(1986)-  36 14 33.76883(N)    100 39 41.86067(W) AD(       ) 2
 GK1047  NAD 27      -  36 14 33.64200(N)    100 39 40.33900(W) AD(       ) 2
 GK1047
 GK1047.Superseded values are not recommended for survey control.
 GK1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1047.See file dsdata.txt to determine how the superseded data were derived.
 GK1047
 GK1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF5069512149(NAD 83)
 GK1047_MARKER: DS = TRIANGULATION STATION DISK
 GK1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1047
 GK1047  HISTORY     - Date     Condition        Report By
 GK1047  HISTORY     - 1952     MONUMENTED       CGS
 GK1047
 GK1047                          STATION DESCRIPTION
 GK1047
 GK1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1047'THE STATION IS LOCATED ON THE EAST SIDE OF A NORTH-SOUTH ROAD
 GK1047'AT A CATTLE GUARD IN AN EAST-WEST FENCE LINE.  IT IS LOCATED
 GK1047'AIRLINE ABOUT 10 MILES SOUTHEAST OF PERRYTON, ABOUT 13 MILES
 GK1047'SOUTHEAST OF LORD, AND ABOUT 4 MILES NORTHEAST OF U.S. HIGHWAY
 GK1047'83.
 GK1047'
 GK1047'THE STATION IS A STANDARD DISK STAMPED PARK 1952 SET IN TOP
 GK1047'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 GK1047'WITH THE GROUND.  IT IS 23 FEET EAST OF THE CENTER LINE OF
 GK1047'A DIRT FARM ROAD, 19 FEET SOUTHEAST OF THE SOUTH END OF AN
 GK1047'IRON CATTLE GUARD, 3.5 FEET NORTHEAST OF A WHITE WITNESS
 GK1047'POST AND 3.5 FEET WEST OF A POWER LINE POLE.
 GK1047'
 GK1047'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PARK
 GK1047'NO 1 1952 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GK1047'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT
 GK1047'THE SAME ELEVATION AS THE STATION.  IT IS 49 FEET EAST OF
 GK1047'THE CENTER LINE OF A DIRT FARM ROAD, 23 FEET EAST OF A POWER
 GK1047'LINE POLE, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 GK1047'
 GK1047'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PARK NO
 GK1047'2 1952 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 GK1047'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE
 GK1047'SAME ELEVATION AS THE STATION.  IT IS 25 FEET EAST OF THE
 GK1047'CENTER LINE OF A DIRT FARM ROAD AND 45.5 FEET SOUTHEAST OF
 GK1047'THE SOUTH END OF AN IRON CATTLE GUARD.
 GK1047'
 GK1047'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PARK 1952 SET
 GK1047'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GK1047'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 0.1 MILE SOUTHWEST
 GK1047'OF THE SOUTH END OF AN IRON CATTLE GUARD, 25 FEET SOUTH OF
 GK1047'THE CENTER LINE OF A DIRT FARM ROAD, AND 3 FEET WEST OF A
 GK1047'POWER LINE POLE.
 GK1047'
 GK1047'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 GK1047'117 AND U.S. HIGHWAY 83 IN PERRYTON, GO SOUTH ON U.S. HIGHWAY
 GK1047'83 FOR 6.5 MILES.  TAKE THE LEFT FORK AND FOLLOW U.S. HIGHWAY 83,
 GK1047'SOUTHEAST, FOR 1.2 MILES TO A CROSS ROAD.  TURN LEFT, LEAVING
 GK1047'THE HIGHWAY, AND GO EAST FOR 7.7 MILES TO A CROSS ROAD.  TURN
 GK1047'RIGHT, SOUTH, AND GO 2.0 MILES TO A CATTLE GUARD AND THE
 GK1047'AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD, BEARING TO THE RIGHT,
 GK1047'AND FOLLOW THE MAIN TRAVELED ROAD WEST AND THEN SOUTH FOR
 GK1047'1.4 MILES TO A CATTLE GUARD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0558 ***********************************************************************
 EM0558  DESIGNATION -  PARK 1969
 EM0558  PID         -  EM0558
 EM0558  STATE/COUNTY-  TX/HARDEMAN
 EM0558  USGS QUAD   -  QUANAH EAST (1984)
 EM0558
 EM0558                         *CURRENT SURVEY CONTROL
 EM0558  ___________________________________________________________________
 EM0558* NAD 83(1986)-  34 16 07.     (N)    099 37 35.     (W)     SCALED    
 EM0558* NAVD 88     -       454.312  (meters)    1490.52   (feet)  ADJUSTED  
 EM0558  ___________________________________________________________________
 EM0558  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EM0558  DYNAMIC HT  -         453.800 (meters)    1488.84  (feet)  COMP
 EM0558  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 EM0558
 EM0558  VERT ORDER  -  FIRST     CLASS II
 EM0558
 EM0558.The horizontal coordinates were scaled from a topographic map and have
 EM0558.an estimated accuracy of +/- 6 seconds.
 EM0558
 EM0558.The orthometric height was determined by differential leveling
 EM0558.and adjusted by the National Geodetic Survey in June 1991..
 EM0558
 EM0558.The geoid height was determined by GEOID03.
 EM0558
 EM0558.The dynamic height is computed by dividing the NAVD 88
 EM0558.geopotential number by the normal gravity value computed on the
 EM0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0558.degrees latitude (g = 980.6199 gals.).
 EM0558
 EM0558.The modeled gravity was interpolated from observed gravity values.
 EM0558
 EM0558;                    North         East    Units  Estimated Accuracy
 EM0558;SPC TXNC     - 2,289,110.      496,260.      MT  (+/- 180 meters Scaled)
 EM0558
 EM0558                          SUPERSEDED SURVEY CONTROL
 EM0558
 EM0558.No superseded survey control is available for this station.
 EM0558
 EM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC423921(NAD 83)
 EM0558_MARKER: DS = TRIANGULATION STATION DISK
 EM0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0558_SP_SET: CONCRETE POST
 EM0558_STAMPING: PARK 1969
 EM0558_MARK LOGO: CGS   
 EM0558_PROJECTION: RECESSED 3 CENTIMETERS
 EM0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0558+STABILITY: SURFACE MOTION
 EM0558
 EM0558  HISTORY     - Date     Condition        Report By
 EM0558  HISTORY     - 1969     MONUMENTED       CGS
 EM0558  HISTORY     - 1984     GOOD             NGS
 EM0558
 EM0558                          STATION DESCRIPTION
 EM0558
 EM0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0558'10.7 KM (6.65 MI) WEST FROM CHILLICOTHE.
 EM0558'10.7 KM (6.65 MI) WESTERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 EM0558'IN CHILLICOTHE, AT THE WEST EDGE OF A HIGHWAY REST AREA, 20.4 M
 EM0558'(66.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 EM0558'HIGHWAY, 20.4 M (66.9 FT) NORTHWEST OF THE CENTER OF AN EXIT ROAD FROM
 EM0558'THE REST AREA, 7.5 M (24.6 FT) NORTHEAST OF A FENCE CORNER.
 EM0558'THE MARK IS 1.3 METERS  SE FROM  A WITNESS POST AND FENCE
 EM0558'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0625 ***********************************************************************
 AW0625  DESIGNATION -  PARK AZ MK
 AW0625  PID         -  AW0625
 AW0625  STATE/COUNTY-  TX/GALVESTON
 AW0625  USGS QUAD   -  LAKE COMO (1994)
 AW0625
 AW0625                         *CURRENT SURVEY CONTROL
 AW0625  ___________________________________________________________________
 AW0625* NAD 83(1993)-  29 12 06.73405(N)    094 56 46.02846(W)     ADJUSTED  
 AW0625* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 AW0625  ___________________________________________________________________
 AW0625  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AW0625  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0625
 AW0625  HORZ ORDER  -  SECOND
 AW0625  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0625
 AW0625.The horizontal coordinates were established by classical geodetic methods
 AW0625.and adjusted by the National Geodetic Survey in February 1996..
 AW0625
 AW0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0625.The vertical order pertains to the NGVD 29 superseded value.
 AW0625
 AW0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0625
 AW0625.The geoid height was determined by GEOID03.
 AW0625
 AW0625;                    North         East     Units Scale Factor Converg.
 AW0625;SPC TXSC     - 4,158,501.312   994,104.007   MT  0.99986592   +1 59 09.8
 AW0625;SPC TXSC     -13,643,349.72  3,261,489.56   sFT  0.99986592   +1 59 09.8
 AW0625;UTM  15      - 3,231,919.562   310,798.410   MT  1.00004174   -0 56 59.2
 AW0625
 AW0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0625!SPC TXSC     -   1.00000386  x   0.99986592  =   0.99986978
 AW0625!UTM  15      -   1.00000386  x   1.00004174  =   1.00004560
 AW0625
 AW0625                          SUPERSEDED SURVEY CONTROL
 AW0625
 AW0625  NAD 83(1986)-  29 12 06.74681(N)    094 56 46.01012(W) AD(       ) 2
 AW0625  NAD 27      -  29 12 05.88756(N)    094 56 45.28661(W) AD(       ) 2
 AW0625  NGVD 29 (??/??/92)    1.965  (m)            6.45   (f) ADJ UNCH    1 1
 AW0625
 AW0625.Superseded values are not recommended for survey control.
 AW0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0625.See file dsdata.txt to determine how the superseded data were derived.
 AW0625
 AW0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1079831920(NAD 83)
 AW0625_MARKER: DZ = AZIMUTH MARK DISK
 AW0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0625_SP_SET: CONCRETE POST
 AW0625_STAMPING: PARK 1978
 AW0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0625+STABILITY: SURFACE MOTION
 AW0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0625+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0625
 AW0625  HISTORY     - Date     Condition        Report By
 AW0625  HISTORY     - 1978     MONUMENTED       NGS
 AW0625  HISTORY     - 1978     GOOD             NGS
 AW0625  HISTORY     - 1987     POOR             USPSQD
 AW0625  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0625  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0625  HISTORY     - 19940915 MARK NOT FOUND   USPSQD
 AW0625  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW0625  HISTORY     - 20041122 GOOD             USPSQD
 AW0625  HISTORY     - 20051215 GOOD             USPSQD
 AW0625
 AW0625                          STATION DESCRIPTION
 AW0625
 AW0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW0625'THE STATION IS LOCATED
 AW0625'ABOUT 11-1/2 MILES NORTHEAST OF THE TOLL BRIDGE
 AW0625'OVER SAN LUIS PASS, 10-1/2 MILES SOUTHWEST OF GALVESTON, 1.8
 AW0625'MILES NORTHEAST OF THE SMALL VILLAGE OF JAMAICA BEACH, AND ON TEXAS
 AW0625'STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY.  PERMISSION GRANTED TO
 AW0625'ESTABLISH THE STATION FROM HARDY JARRELL, P.O. BOX 6, LA MARQUE,
 AW0625'TEXAS 77568.
 AW0625'
 AW0625'TO REACH THE STATION FROM THE SIGNAL LIGHT IN THE SMALL VILLAGE
 AW0625'OF JAMAICA BEACH, GO NORTHEAST ON FARM ROAD 3005 FOR 2.1 MILES
 AW0625'TO THE STATION ON THE RIGHT.
 AW0625'
 AW0625'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AW0625'STAMPED---PARK 1978---,
 AW0625'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0625'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AW0625'46 FEET SOUTHEAST FROM THE CENTER OF COUNTY ROAD 3005,
 AW0625'6.1 FEET SOUTHWEST FROM A POWER POLE, AND
 AW0625'2.5 FEET NORTH FROM A METAL WITNESS POST.
 AW0625'
 AW0625'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 AW0625
 AW0625                          STATION RECOVERY (1978)
 AW0625
 AW0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0625'2.2 MI NE FROM JAMAICA BEACH.
 AW0625'2.2 MILES NORTHEAST ALONG FM 3005 FROM THE JUNCTION OF
 AW0625'BUCCANEER DRIVE IN THE SMALL VILLAGE OF JAMAICA BEACH TO A PAVED
 AW0625'ROAD LEADING SOUTHEAST, 47 FT. SOUTHEAST OF THE CENTERLINE OF FM
 AW0625'3005, 142 FT. SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 7 FT.
 AW0625'SOUTHWEST OF A POWERLINE POLE, 6 FT. WEST OF A FENCE CORNER POST,
 AW0625'6 FT. NORTHWEST OF A FENCELINE.
 AW0625
 AW0625                          STATION RECOVERY (1987)
 AW0625
 AW0625'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0625'MARK RECOVERED IN POOR CONDITION.
 AW0625
 AW0625                          STATION RECOVERY (1987)
 AW0625
 AW0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0625'MARK NOT FOUND.
 AW0625
 AW0625                          STATION RECOVERY (1988)
 AW0625
 AW0625'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0625'MARK NOT FOUND.
 AW0625
 AW0625                          STATION RECOVERY (1994)
 AW0625
 AW0625'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0625'MARK NOT FOUND.
 AW0625
 AW0625                          STATION RECOVERY (2003)
 AW0625
 AW0625'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW0625'MARK NOT FOUND.
 AW0625
 AW0625                          STATION RECOVERY (2004)
 AW0625
 AW0625'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0625'RECOVERED IN GOOD CONDITION.
 AW0625
 AW0625                          STATION RECOVERY (2005)
 AW0625
 AW0625'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0625'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0357 ***********************************************************************
 FL0357  DESIGNATION -  PARK AZ MK
 FL0357  PID         -  FL0357
 FL0357  STATE/COUNTY-  TX/DONLEY
 FL0357  USGS QUAD   -  ROCKLEDGE (1964)
 FL0357
 FL0357                         *CURRENT SURVEY CONTROL
 FL0357  ___________________________________________________________________
 FL0357* NAD 83(1986)-  35 11 13.     (N)    100 51 06.     (W)     SCALED    
 FL0357* NAVD 88     -       968.272  (meters)    3176.74   (feet)  ADJUSTED  
 FL0357  ___________________________________________________________________
 FL0357  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL0357  DYNAMIC HT  -         967.174 (meters)    3173.14  (feet)  COMP
 FL0357  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 FL0357
 FL0357  VERT ORDER  -  FIRST     CLASS II
 FL0357
 FL0357.The horizontal coordinates were scaled from a topographic map and have
 FL0357.an estimated accuracy of +/- 6 seconds.
 FL0357
 FL0357.The orthometric height was determined by differential leveling
 FL0357.and adjusted by the National Geodetic Survey in June 1991..
 FL0357
 FL0357.The geoid height was determined by GEOID03.
 FL0357
 FL0357.The dynamic height is computed by dividing the NAVD 88
 FL0357.geopotential number by the normal gravity value computed on the
 FL0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0357.degrees latitude (g = 980.6199 gals.).
 FL0357
 FL0357.The modeled gravity was interpolated from observed gravity values.
 FL0357
 FL0357;                    North         East    Units  Estimated Accuracy
 FL0357;SPC TX N     - 1,131,870.      259,050.      MT  (+/- 180 meters Scaled)
 FL0357
 FL0357                          SUPERSEDED SURVEY CONTROL
 FL0357
 FL0357  NGVD 29 (??/??/92)  967.86   (m)         3175.4    (f) COMPUTED    1 2
 FL0357
 FL0357.Superseded values are not recommended for survey control.
 FL0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0357.See file dsdata.txt to determine how the superseded data were derived.
 FL0357
 FL0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD314953(NAD 83)
 FL0357_MARKER: DZ = AZIMUTH MARK DISK
 FL0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0357_STAMPING: PARK 1951
 FL0357_MARK LOGO: CGS   
 FL0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0357+STABILITY: SURFACE MOTION
 FL0357
 FL0357  HISTORY     - Date     Condition        Report By
 FL0357  HISTORY     - 1951     MONUMENTED       CGS
 FL0357  HISTORY     - 1971     GOOD             NGS
 FL0357
 FL0357                          STATION DESCRIPTION
 FL0357
 FL0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FL0357'3.5 MI NE FROM JERICHO.
 FL0357'THE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS ABOUT 3.5
 FL0357'MILES EASTERLY ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0357'FROM THE STATION AT JERICHO, 0.4 MILE NORTH ALONG THE WEST SIDE OF A
 FL0357'GRADED ROAD, 51 FEET WEST OF THE CENTER OF GRADED ROAD, 2 FEET EAST OF
 FL0357'A FENCE-LINE, 2 FEET NORTHEAST OF A METAL WITNESS POST, A STANDARD
 FL0357'TRIANGULATION AZIMUTH MARK DISK, STAMPED PARK 1951, SET IN THE TOP OF
 FL0357'A SQUARE CONCRETE POST THAT PROJECTS ABOUT 2-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1268 ***********************************************************************
 BL1268  DESIGNATION -  PARK AZ MK
 BL1268  PID         -  BL1268
 BL1268  STATE/COUNTY-  TX/MONTGOMERY
 BL1268  USGS QUAD   -  WILLIS (1997)
 BL1268
 BL1268                         *CURRENT SURVEY CONTROL
 BL1268  ___________________________________________________________________
 BL1268* NAD 83(1986)-  30 24 58.     (N)    095 28 35.     (W)     SCALED    
 BL1268* NAVD 88     -       107.40   (+/-2cm)     352.4    (feet)  VERTCON   
 BL1268  ___________________________________________________________________
 BL1268  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1268
 BL1268  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1268
 BL1268.The horizontal coordinates were scaled from a topographic map and have
 BL1268.an estimated accuracy of +/- 6 seconds.
 BL1268
 BL1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1268.The vertical order pertains to the NGVD 29 superseded value.
 BL1268
 BL1268.The geoid height was determined by GEOID03.
 BL1268
 BL1268;                    North         East    Units  Estimated Accuracy
 BL1268;SPC TX C     - 3,093,270.    1,166,480.      MT  (+/- 180 meters Scaled)
 BL1268
 BL1268                          SUPERSEDED SURVEY CONTROL
 BL1268
 BL1268  NGVD 29 (??/??/92)  107.402  (m)          352.37   (f) ADJ UNCH    1 1
 BL1268
 BL1268.Superseded values are not recommended for survey control.
 BL1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1268.See file dsdata.txt to determine how the superseded data were derived.
 BL1268
 BL1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP621674(NAD 83)
 BL1268_MARKER: DZ = AZIMUTH MARK DISK
 BL1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1268_STAMPING: PARK 1952
 BL1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1268+STABILITY: SURFACE MOTION
 BL1268
 BL1268  HISTORY     - Date     Condition        Report By
 BL1268  HISTORY     - 1952     MONUMENTED       CGS
 BL1268  HISTORY     - 1973     GOOD             NGS
 BL1268  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1268
 BL1268                          STATION DESCRIPTION
 BL1268
 BL1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1268'0.8 MI S FROM WILLIS.
 BL1268'ABOUT 0.8 MILE SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1268'AT WILLIS, ABOUT 158.2 FEET SOUTHWEST OF AN UNDERGROUND CABLE MARKER
 BL1268'POST, 59.6 FEET WEST OF THE CENTER LINE OF US HIGHWAY 75, 57.2 FEET
 BL1268'SOUTH OF POWER POLE 165, 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 BL1268'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BL1268
 BL1268                          STATION RECOVERY (1978)
 BL1268
 BL1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1268'NOT RECOVERED, AREA PLOWED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0628 ***********************************************************************
 AW0628  DESIGNATION -  PARK RM 1
 AW0628  PID         -  AW0628
 AW0628  STATE/COUNTY-  TX/GALVESTON
 AW0628  USGS QUAD   -  LAKE COMO (1994)
 AW0628
 AW0628                         *CURRENT SURVEY CONTROL
 AW0628  ___________________________________________________________________
 AW0628* NAD 83(1986)-  29 11 58.     (N)    094 57 00.     (W)     SCALED    
 AW0628* NAVD 88     -         2.35   (+/-2cm)       7.7    (feet)  VERTCON   
 AW0628  ___________________________________________________________________
 AW0628  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0628
 AW0628  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0628
 AW0628.The horizontal coordinates were scaled from a topographic map and have
 AW0628.an estimated accuracy of +/- 6 seconds.
 AW0628
 AW0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0628.The vertical order pertains to the NGVD 29 superseded value.
 AW0628
 AW0628.The geoid height was determined by GEOID03.
 AW0628
 AW0628;                    North         East    Units  Estimated Accuracy
 AW0628;SPC TXSC     - 4,158,220.      993,740.      MT  (+/- 180 meters Scaled)
 AW0628
 AW0628                          SUPERSEDED SURVEY CONTROL
 AW0628
 AW0628  NGVD 29 (??/??/92)    2.342  (m)            7.68   (f) ADJ UNCH    1 1
 AW0628
 AW0628.Superseded values are not recommended for survey control.
 AW0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0628.See file dsdata.txt to determine how the superseded data were derived.
 AW0628
 AW0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN104316(NAD 83)
 AW0628_MARKER: DR = REFERENCE MARK DISK
 AW0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0628_SP_SET: CONCRETE POST
 AW0628_STAMPING: PARK NO 1 1978
 AW0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0628+STABILITY: SURFACE MOTION
 AW0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0628+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0628
 AW0628  HISTORY     - Date     Condition        Report By
 AW0628  HISTORY     - 1978     MONUMENTED       NGS
 AW0628  HISTORY     - 1978     GOOD             NGS
 AW0628  HISTORY     - 1987     POOR             USPSQD
 AW0628  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0628  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0628  HISTORY     - 19940915 POOR             USPSQD
 AW0628  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW0628  HISTORY     - 20041122 POOR             USPSQD
 AW0628  HISTORY     - 20051215 GOOD             USPSQD
 AW0628
 AW0628                          STATION DESCRIPTION
 AW0628
 AW0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0628'1.9 MI NE FROM JAMAICA BEACH.
 AW0628'1.9 MILES NORTHEAST ALONG FARM ROAD 3005 FROM THE JUNCTION OF
 AW0628'BUCCANEER DRIVE IN THE SMALL VILLAGE OF JAMAICA BEACH, AT THE JUNCTION
 AW0628'WITH 13 MILE ROAD, 144 FT. NORTHWEST OF THE CENTERLINE OF FM 3005,
 AW0628'243 FT. NORTHEAST OF THE CENTERLINE OF 13 MILE ROAD, 4 FT.
 AW0628'SOUTHEAST OF A FENCELINE.
 AW0628
 AW0628                          STATION RECOVERY (1987)
 AW0628
 AW0628'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0628'MARK RECOVERED IN POOR CONDITION.
 AW0628
 AW0628                          STATION RECOVERY (1987)
 AW0628
 AW0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0628'MARK NOT FOUND.
 AW0628
 AW0628                          STATION RECOVERY (1988)
 AW0628
 AW0628'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0628'MARK NOT FOUND.
 AW0628
 AW0628                          STATION RECOVERY (1994)
 AW0628
 AW0628'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0628'MARK RECOVERED IN POOR CONDITION.
 AW0628
 AW0628                          STATION RECOVERY (2003)
 AW0628
 AW0628'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW0628'MARK NOT FOUND.
 AW0628
 AW0628                          STATION RECOVERY (2004)
 AW0628
 AW0628'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0628'THE DISK HAS BEEN KNOCKED OFF BY A MOWER BUT THE MARK IS BEING USED AS
 AW0628'THE CENTER OF THE PIN IS STILL GOOD AND MARKED WITH ORANGE PAINT.
 AW0628
 AW0628                          STATION RECOVERY (2005)
 AW0628
 AW0628'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0628'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0358 ***********************************************************************
 FL0358  DESIGNATION -  PARK RM 1
 FL0358  PID         -  FL0358
 FL0358  STATE/COUNTY-  TX/DONLEY
 FL0358  USGS QUAD   -  ROCKLEDGE (1964)
 FL0358
 FL0358                         *CURRENT SURVEY CONTROL
 FL0358  ___________________________________________________________________
 FL0358* NAD 83(1986)-  35 10 54.     (N)    100 51 11.     (W)     SCALED    
 FL0358* NAVD 88     -       967.803  (meters)    3175.20   (feet)  ADJUSTED  
 FL0358  ___________________________________________________________________
 FL0358  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0358  DYNAMIC HT  -         966.704 (meters)    3171.59  (feet)  COMP
 FL0358  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 FL0358
 FL0358  VERT ORDER  -  FIRST     CLASS II
 FL0358
 FL0358.The horizontal coordinates were scaled from a topographic map and have
 FL0358.an estimated accuracy of +/- 6 seconds.
 FL0358
 FL0358.The orthometric height was determined by differential leveling
 FL0358.and adjusted by the National Geodetic Survey in June 1991..
 FL0358
 FL0358.The geoid height was determined by GEOID03.
 FL0358
 FL0358.The dynamic height is computed by dividing the NAVD 88
 FL0358.geopotential number by the normal gravity value computed on the
 FL0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0358.degrees latitude (g = 980.6199 gals.).
 FL0358
 FL0358.The modeled gravity was interpolated from observed gravity values.
 FL0358
 FL0358;                    North         East    Units  Estimated Accuracy
 FL0358;SPC TX N     - 1,131,280.      258,920.      MT  (+/- 180 meters Scaled)
 FL0358
 FL0358                          SUPERSEDED SURVEY CONTROL
 FL0358
 FL0358  NGVD 29 (??/??/92)  967.393  (m)         3173.86   (f) ADJ UNCH    1 2
 FL0358
 FL0358.Superseded values are not recommended for survey control.
 FL0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0358.See file dsdata.txt to determine how the superseded data were derived.
 FL0358
 FL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD312947(NAD 83)
 FL0358_MARKER: DR = REFERENCE MARK DISK
 FL0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0358_STAMPING: PARK NO 1 1951
 FL0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0358+STABILITY: SURFACE MOTION
 FL0358
 FL0358  HISTORY     - Date     Condition        Report By
 FL0358  HISTORY     - 1951     MONUMENTED       CGS
 FL0358  HISTORY     - 1971     GOOD             NGS
 FL0358
 FL0358                          STATION DESCRIPTION
 FL0358
 FL0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FL0358'3.5 MI NE FROM JERICHO.
 FL0358'3.5 MILES EASTERLY ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0358'FROM THE STATION AT JERICHO, 97 FEET NORTH OF THE NORTH RAIL OF
 FL0358'RAILROAD TRACKS, 95 FEET NORTHEAST OF A TELEPHONE POLE, 75 FEET SOUTH
 FL0358'OF THE CENTER-LINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HWY. 66, 17
 FL0358'FEET EAST OF AN ORANGE PAINTED WOODEN POST WITH SIGN READING WARNING
 FL0358'TRANSCONTINENTAL COAXIAL CABLE ROUTE, SET IN THE TOP OF A SQUARE
 FL0358'CONCRETE POST THAT PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1272 ***********************************************************************
 BL1272  DESIGNATION -  PARK RM 1
 BL1272  PID         -  BL1272
 BL1272  STATE/COUNTY-  TX/MONTGOMERY
 BL1272  USGS QUAD   -  WILLIS (1997)
 BL1272
 BL1272                         *CURRENT SURVEY CONTROL
 BL1272  ___________________________________________________________________
 BL1272* NAD 83(1986)-  30 25 11.     (N)    095 28 41.     (W)     SCALED    
 BL1272* NAVD 88     -       113.782  (meters)     373.30   (feet)  ADJUSTED  
 BL1272  ___________________________________________________________________
 BL1272  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL1272  DYNAMIC HT  -         113.631 (meters)     372.80  (feet)  COMP
 BL1272  MODELED GRAV-     979,312.7   (mgal)                       NAVD 88
 BL1272
 BL1272  VERT ORDER  -  FIRST     CLASS I
 BL1272
 BL1272.The horizontal coordinates were scaled from a topographic map and have
 BL1272.an estimated accuracy of +/- 6 seconds.
 BL1272
 BL1272.The orthometric height was determined by differential leveling
 BL1272.and adjusted by the National Geodetic Survey in June 1991..
 BL1272
 BL1272.The geoid height was determined by GEOID03.
 BL1272
 BL1272.The dynamic height is computed by dividing the NAVD 88
 BL1272.geopotential number by the normal gravity value computed on the
 BL1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1272.degrees latitude (g = 980.6199 gals.).
 BL1272
 BL1272.The modeled gravity was interpolated from observed gravity values.
 BL1272
 BL1272;                    North         East    Units  Estimated Accuracy
 BL1272;SPC TX C     - 3,093,660.    1,166,300.      MT  (+/- 180 meters Scaled)
 BL1272
 BL1272                          SUPERSEDED SURVEY CONTROL
 BL1272
 BL1272  NGVD 29 (12/23/87)  113.786  (m)          373.31   (f) ADJUSTED    1 1
 BL1272
 BL1272.Superseded values are not recommended for survey control.
 BL1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1272.See file dsdata.txt to determine how the superseded data were derived.
 BL1272
 BL1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP619679(NAD 83)
 BL1272_MARKER: DR = REFERENCE MARK DISK
 BL1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1272_SP_SET: CONCRETE POST
 BL1272_STAMPING: PARK NO 1 1952
 BL1272_MARK LOGO: CGS   
 BL1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1272+STABILITY: SURFACE MOTION
 BL1272
 BL1272  HISTORY     - Date     Condition        Report By
 BL1272  HISTORY     - 1952     MONUMENTED       CGS
 BL1272  HISTORY     - 1973     GOOD             NGS
 BL1272  HISTORY     - 1978     GOOD             NGS
 BL1272  HISTORY     - 1987     GOOD             NGS
 BL1272  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL1272
 BL1272                          STATION DESCRIPTION
 BL1272
 BL1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1272'0.35 MI S FROM WILLIS.
 BL1272'ABOUT 0.35 MILE SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1272'AT WILLIS, AT A ROADSIDE PARK BETWEEN US HIGHWAY 75 AND THE TRACKS, 98
 BL1272'FEET NORTH OF BM PARK 1952, 118.3 FEET EAST OF THE CENTER LINE OF US
 BL1272'HIGHWAY 75, 94 FEET WEST OF THE CENTER LINE OF A PAVED ROAD BETWEEN
 BL1272'THE PARK AND THE TRACKS, 64.8 FEET NORTHWEST OF THE NORTH CORNER OF
 BL1272'THE CONCRETE FOUNDATION OF THE NORTH CONCRETE PICNIC TABLE, ABOUT
 BL1272'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 BL1272'BELOW THE SURFACE OF THE GROUND.
 BL1272
 BL1272                          STATION RECOVERY (1978)
 BL1272
 BL1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1272'RECOVERED IN GOOD CONDITION.
 BL1272
 BL1272                          STATION RECOVERY (1987)
 BL1272
 BL1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1272'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.6 KM (0.35
 BL1272'MI) SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH
 BL1272'STEWART STREET IN WILLIS.  ADD--46.5 M (152.6 FT) WEST OF THE NEAR
 BL1272'RAIL.
 BL1272
 BL1272                          STATION RECOVERY (1990)
 BL1272
 BL1272'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0627 ***********************************************************************
 AW0627  DESIGNATION -  PARK RM 2
 AW0627  PID         -  AW0627
 AW0627  STATE/COUNTY-  TX/GALVESTON
 AW0627  USGS QUAD   -  LAKE COMO (1994)
 AW0627
 AW0627                         *CURRENT SURVEY CONTROL
 AW0627  ___________________________________________________________________
 AW0627* NAD 83(1986)-  29 11 59.     (N)    094 56 58.     (W)     SCALED    
 AW0627* NAVD 88     -         2.214  (meters)       7.26   (feet)  ADJUSTED  
 AW0627  ___________________________________________________________________
 AW0627  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0627  DYNAMIC HT  -           2.211 (meters)       7.25  (feet)  COMP
 AW0627  MODELED GRAV-     979,252.6   (mgal)                       NAVD 88
 AW0627
 AW0627  VERT ORDER  -  FIRST     CLASS I
 AW0627
 AW0627.The horizontal coordinates were scaled from a topographic map and have
 AW0627.an estimated accuracy of +/- 6 seconds.
 AW0627
 AW0627.The orthometric height was determined by differential leveling
 AW0627.and adjusted by the National Geodetic Survey in June 1991..
 AW0627
 AW0627.The geoid height was determined by GEOID03.
 AW0627
 AW0627.The dynamic height is computed by dividing the NAVD 88
 AW0627.geopotential number by the normal gravity value computed on the
 AW0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0627.degrees latitude (g = 980.6199 gals.).
 AW0627
 AW0627.The modeled gravity was interpolated from observed gravity values.
 AW0627
 AW0627;                    North         East    Units  Estimated Accuracy
 AW0627;SPC TXSC     - 4,158,250.      993,790.      MT  (+/- 180 meters Scaled)
 AW0627
 AW0627                          SUPERSEDED SURVEY CONTROL
 AW0627
 AW0627  NGVD 29 (12/23/87)    2.210  (m)            7.25   (f) ADJUSTED    1 1
 AW0627
 AW0627.Superseded values are not recommended for survey control.
 AW0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0627.See file dsdata.txt to determine how the superseded data were derived.
 AW0627
 AW0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN104316(NAD 83)
 AW0627_MARKER: DR = REFERENCE MARK DISK
 AW0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0627_SP_SET: CONCRETE POST
 AW0627_STAMPING: PARK NO 2 1978
 AW0627_MARK LOGO: NGS   
 AW0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0627+STABILITY: SURFACE MOTION
 AW0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0627+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0627
 AW0627  HISTORY     - Date     Condition        Report By
 AW0627  HISTORY     - 1978     MONUMENTED       NGS
 AW0627  HISTORY     - 1978     GOOD             NGS
 AW0627  HISTORY     - 1987     GOOD             USPSQD
 AW0627  HISTORY     - 1987     GOOD             NGS
 AW0627  HISTORY     - 1988     GOOD             USPSQD
 AW0627  HISTORY     - 1989     GOOD             USPSQD
 AW0627  HISTORY     - 1989     GOOD             USPSQD
 AW0627  HISTORY     - 19940915 GOOD             USPSQD
 AW0627  HISTORY     - 20031121 GOOD             USPSQD
 AW0627  HISTORY     - 20041122 GOOD             USPSQD
 AW0627  HISTORY     - 20051215 GOOD             USPSQD
 AW0627
 AW0627                          STATION DESCRIPTION
 AW0627
 AW0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0627'1.9 MI NE FROM JAMAICA BEACH.
 AW0627'1.9 MILES NORTHEAST ALONG FM 3005 FROM THE JUNCTION OF BUCCANEER
 AW0627'DRIVE AT THE SMALL VILLAGE OF JAMAICA BEACH, AT THE JUNCTION OF 13
 AW0627'MILE ROAD, 142 FT. NORTHWEST OF THE CENTERLINE OF FM 3005, 94 FT.
 AW0627'NORTHEAST OF THE CENTERLINE OF 13 MILE ROAD, 29 FT. NORTHEAST OF A
 AW0627'POWER POLE WITH A GUY WIRE ATTACHED, 1 FT. SOUTHWEST OF A FENCELINE.
 AW0627
 AW0627                          STATION RECOVERY (1987)
 AW0627
 AW0627'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0627'RECOVERED IN GOOD CONDITION.
 AW0627
 AW0627                          STATION RECOVERY (1987)
 AW0627
 AW0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0627'RECOVERED IN GOOD CONDITION.
 AW0627
 AW0627                          STATION RECOVERY (1988)
 AW0627
 AW0627'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0627'RECOVERED IN GOOD CONDITION.
 AW0627
 AW0627                          STATION RECOVERY (1989)
 AW0627
 AW0627'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0627'RECOVERED IN GOOD CONDITION.
 AW0627
 AW0627                          STATION RECOVERY (1989)
 AW0627
 AW0627'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0627'RECOVERED IN GOOD CONDITION.
 AW0627
 AW0627                          STATION RECOVERY (1994)
 AW0627
 AW0627'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0627'RECOVERED IN GOOD CONDITION.
 AW0627
 AW0627                          STATION RECOVERY (2003)
 AW0627
 AW0627'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0627'RECOVERED IN GOOD CONDITION.
 AW0627
 AW0627                          STATION RECOVERY (2004)
 AW0627
 AW0627'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0627'RECOVERED IN GOOD CONDITION.
 AW0627
 AW0627                          STATION RECOVERY (2005)
 AW0627
 AW0627'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0627'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0360 ***********************************************************************
 FL0360  DESIGNATION -  PARK RM 2
 FL0360  PID         -  FL0360
 FL0360  STATE/COUNTY-  TX/DONLEY
 FL0360  USGS QUAD   -  ROCKLEDGE (1964)
 FL0360
 FL0360                         *CURRENT SURVEY CONTROL
 FL0360  ___________________________________________________________________
 FL0360* NAD 83(1986)-  35 10 54.     (N)    100 51 11.     (W)     SCALED    
 FL0360* NAVD 88     -       967.762  (meters)    3175.07   (feet)  ADJUSTED  
 FL0360  ___________________________________________________________________
 FL0360  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0360  DYNAMIC HT  -         966.662 (meters)    3171.46  (feet)  COMP
 FL0360  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 FL0360
 FL0360  VERT ORDER  -  FIRST     CLASS II
 FL0360
 FL0360.The horizontal coordinates were scaled from a topographic map and have
 FL0360.an estimated accuracy of +/- 6 seconds.
 FL0360
 FL0360.The orthometric height was determined by differential leveling
 FL0360.and adjusted by the National Geodetic Survey in June 1991..
 FL0360
 FL0360.The geoid height was determined by GEOID03.
 FL0360
 FL0360.The dynamic height is computed by dividing the NAVD 88
 FL0360.geopotential number by the normal gravity value computed on the
 FL0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0360.degrees latitude (g = 980.6199 gals.).
 FL0360
 FL0360.The modeled gravity was interpolated from observed gravity values.
 FL0360
 FL0360;                    North         East    Units  Estimated Accuracy
 FL0360;SPC TX N     - 1,131,280.      258,920.      MT  (+/- 180 meters Scaled)
 FL0360
 FL0360                          SUPERSEDED SURVEY CONTROL
 FL0360
 FL0360  NGVD 29 (??/??/92)  967.35   (m)         3173.7    (f) COMPUTED    1 2
 FL0360
 FL0360.Superseded values are not recommended for survey control.
 FL0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0360.See file dsdata.txt to determine how the superseded data were derived.
 FL0360
 FL0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD312947(NAD 83)
 FL0360_MARKER: DR = REFERENCE MARK DISK
 FL0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0360_STAMPING: PARK NO 2 1951
 FL0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0360+STABILITY: SURFACE MOTION
 FL0360
 FL0360  HISTORY     - Date     Condition        Report By
 FL0360  HISTORY     - 1951     MONUMENTED       CGS
 FL0360  HISTORY     - 1971     GOOD             NGS
 FL0360
 FL0360                          STATION DESCRIPTION
 FL0360
 FL0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FL0360'3.5 MI ENE FROM JERICHO.
 FL0360'ABOUT 3.5 MILES EASTERLY ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0360'RAILROAD FROM THE STATION AT JERICHO, 9 FEET SOUTH OF THE CENTERLINE
 FL0360'OF THE EAST BOUND TRAFFIC LANE OF U.S. HWY. 66, 80 FEET NORTH OF THE
 FL0360'NORTH RAIL OF RAILROAD TRACKS, 52 FEET NORTHWEST OF A TELEPHONE POLE
 FL0360'AND 14 FEET NORTH OF THE NORTH EDGE OF FIRE-BREAK.  A STANDARD
 FL0360'REFERENCE MARK DISK, STAMPED PARK NO 2 1951, SET IN THE TOP OF A
 FL0360'SQUARE CONCRETE POST THAT PROJECTS ABOUT 4-INCHES ABOVE THE SURFACE OF
 FL0360'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1270 ***********************************************************************
 BL1270  DESIGNATION -  PARK RM 2
 BL1270  PID         -  BL1270
 BL1270  STATE/COUNTY-  TX/MONTGOMERY
 BL1270  USGS QUAD   -  WILLIS (1997)
 BL1270
 BL1270                         *CURRENT SURVEY CONTROL
 BL1270  ___________________________________________________________________
 BL1270* NAD 83(1986)-  30 25 11.     (N)    095 28 41.     (W)     SCALED    
 BL1270* NAVD 88     -       113.148  (meters)     371.22   (feet)  ADJUSTED  
 BL1270  ___________________________________________________________________
 BL1270  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL1270  DYNAMIC HT  -         112.998 (meters)     370.73  (feet)  COMP
 BL1270  MODELED GRAV-     979,312.7   (mgal)                       NAVD 88
 BL1270
 BL1270  VERT ORDER  -  FIRST     CLASS I
 BL1270
 BL1270.The horizontal coordinates were scaled from a topographic map and have
 BL1270.an estimated accuracy of +/- 6 seconds.
 BL1270
 BL1270.The orthometric height was determined by differential leveling
 BL1270.and adjusted by the National Geodetic Survey in June 1991..
 BL1270
 BL1270.The geoid height was determined by GEOID03.
 BL1270
 BL1270.The dynamic height is computed by dividing the NAVD 88
 BL1270.geopotential number by the normal gravity value computed on the
 BL1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1270.degrees latitude (g = 980.6199 gals.).
 BL1270
 BL1270.The modeled gravity was interpolated from observed gravity values.
 BL1270
 BL1270;                    North         East    Units  Estimated Accuracy
 BL1270;SPC TX C     - 3,093,660.    1,166,300.      MT  (+/- 180 meters Scaled)
 BL1270
 BL1270                          SUPERSEDED SURVEY CONTROL
 BL1270
 BL1270  NGVD 29 (12/23/87)  113.152  (m)          371.23   (f) ADJUSTED    1 1
 BL1270
 BL1270.Superseded values are not recommended for survey control.
 BL1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1270.See file dsdata.txt to determine how the superseded data were derived.
 BL1270
 BL1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP619679(NAD 83)
 BL1270_MARKER: DR = REFERENCE MARK DISK
 BL1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1270_SP_SET: CONCRETE POST
 BL1270_STAMPING: PARK NO 2 1952
 BL1270_MARK LOGO: CGS   
 BL1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1270+STABILITY: SURFACE MOTION
 BL1270
 BL1270  HISTORY     - Date     Condition        Report By
 BL1270  HISTORY     - 1952     MONUMENTED       CGS
 BL1270  HISTORY     - 1973     GOOD             NGS
 BL1270  HISTORY     - 1978     GOOD             NGS
 BL1270  HISTORY     - 1987     GOOD             NGS
 BL1270  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL1270
 BL1270                          STATION DESCRIPTION
 BL1270
 BL1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1270'0.35 MI S FROM WILLIS.
 BL1270'ABOUT 0.35 MILE SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1270'A WILLIS, ABOUT 91.1 FEET EAST OF BM PARK 1952, 58.2 FEET SOUTHEAST OF
 BL1270'THE EAST CORNER OF THE CONCRETE FOUNDATION OF THE NORTH CONCRETE
 BL1270'PICNIC TABLE, 42 FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD
 BL1270'BETWEEN THE PARK AND THE TRACKS, 40 FEET NORTHEAST OF THE NORTH CORNER
 BL1270'OF THE CONCRETE FOUNDATION OF THE SOUTH CONCRETE PICNIC TABLE, 32 1/2
 BL1270'FEET NORTHEAST OF THE CENTER LINE OF THE JUNCTION OF THE FOUR DRIVES
 BL1270'THROUGH THE PARK, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 BL1270'CONCRETE POST 0.1 FOOT BELOW THE LEVEL OF THE GROUND.
 BL1270
 BL1270                          STATION RECOVERY (1978)
 BL1270
 BL1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1270'RECOVERED IN GOOD CONDITION.
 BL1270
 BL1270                          STATION RECOVERY (1987)
 BL1270
 BL1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1270'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.6 KM (0.35
 BL1270'MI) SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH
 BL1270'STEWART STREET IN WILLIS.  ADD--36.3 M (119.1 FT) WEST OF THE NEAR
 BL1270'RAIL, AND 23.0 M (75.5 FT) EAST OF BENCH MARK Q 1203.
 BL1270
 BL1270                          STATION RECOVERY (1990)
 BL1270
 BL1270'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1099 ***********************************************************************
 CU1099  DESIGNATION -  PARK USE 1968
 CU1099  PID         -  CU1099
 CU1099  STATE/COUNTY-  TX/HOWARD
 CU1099  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU1099
 CU1099                         *CURRENT SURVEY CONTROL
 CU1099  ___________________________________________________________________
 CU1099* NAD 83(1993)-  32 13 42.60064(N)    101 29 37.27094(W)     ADJUSTED  
 CU1099* NAVD 88     -       857.0    (meters)    2812.     (feet)  VERTCON   
 CU1099  ___________________________________________________________________
 CU1099  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 CU1099  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CU1099
 CU1099  HORZ ORDER  -  SECOND
 CU1099
 CU1099.The horizontal coordinates were established by classical geodetic methods
 CU1099.and adjusted by the National Geodetic Survey in February 1996..
 CU1099
 CU1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1099
 CU1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1099
 CU1099.The geoid height was determined by GEOID03.
 CU1099
 CU1099;                    North         East     Units Scale Factor Converg.
 CU1099;SPC TXNC     - 2,066,323.396   317,866.213   MT  0.99997500   -1 37 57.9
 CU1099;SPC TXNC     - 6,779,262.68  1,042,866.07   sFT  0.99997500   -1 37 57.9
 CU1099;UTM  14      - 3,568,491.850   265,011.781   MT  1.00028102   -1 19 49.7
 CU1099
 CU1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1099!SPC TXNC     -   0.99986945  x   0.99997500  =   0.99984445
 CU1099!UTM  14      -   0.99986945  x   1.00028102  =   1.00015043
 CU1099
 CU1099                          SUPERSEDED SURVEY CONTROL
 CU1099
 CU1099  NAD 83(1986)-  32 13 42.60615(N)    101 29 37.26286(W) AD(       ) 2
 CU1099  NAD 27      -  32 13 42.17078(N)    101 29 35.81508(W) AD(       ) 2
 CU1099  NGVD 29 (07/28/98)  856.7    (m)         2811.     (f) VERT ANG       
 CU1099
 CU1099.Superseded values are not recommended for survey control.
 CU1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1099.See file dsdata.txt to determine how the superseded data were derived.
 CU1099
 CU1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6501268492(NAD 83)
 CU1099_MARKER: DS = TRIANGULATION STATION DISK
 CU1099_SETTING: 66 = SET IN ROCK OUTCROP
 CU1099_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CU1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU1099+STABILITY: POSITION/ELEVATION WELL
 CU1099
 CU1099  HISTORY     - Date     Condition        Report By
 CU1099  HISTORY     - 1953     MONUMENTED       DOD
 CU1099  HISTORY     - 1966     GOOD             USGS
 CU1099  HISTORY     - 1979     GOOD             NGS
 CU1099
 CU1099                          STATION DESCRIPTION
 CU1099
 CU1099'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953 (CAA)
 CU1099'STATION IS LOCATED IN THE SOUTHWEST PART OF BIG SPRING ON THE WEST
 CU1099'END AND HIGHEST POINT OF A MESA IN THE BIG SPRING STATE PARK.
 CU1099'
 CU1099'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM ROAD 700,
 CU1099'GO WEST ON FARM ROAD 700 FOR 0.6 MILE TO PARK ENTRANCE, TURN LEFT
 CU1099'AND FOLLOW PARK ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT, CONTINUE
 CU1099'FOR 0.5 MILE TO A TRACK ROAD RIGHT, TURN RIGHT THENCE RIGHT AND
 CU1099'FOLLOW TRACK ROAD TO TOP OF MESA AND STATION.
 CU1099'
 CU1099'STATION MARK, A U.S. ARMY CORP OF ENGINEERS SURVEY DISK STAMPED
 CU1099'EL PARK ALBUQERQUE DIST 1953, IS SET IN A DRILL HOLE IN BEDROCK
 CU1099'WHICH IS FLUSH AND ON THE HIGHEST POINT OF MESA.  THE MARK IS
 CU1099'12 FEET WEST OF A TRACK ROAD.
 CU1099'
 CU1099'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION STATE,
 CU1099'DISTANCE BEING 67.06 FEET OR 20.439 METERS.
 CU1099
 CU1099                          STATION RECOVERY (1966)
 CU1099
 CU1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU1099'DESCRIBED IN CORPS OF ENGINEERS --WEBB AIR FORCE BASE-- CONTROL LIST.
 CU1099'RECOVERED BY USGS AND REDESCRIBED AS FOLLOWS
 CU1099'TO REACH FROM JUNCTION OF U.S. HIGHWAY 87 AND F.M. 700, GO W. ALONG
 CU1099'F.M. 700 FOR 0.6 MI., THENCE LEFT 1.2 MI. ALONG TEXAS PARK ROAD NO. 8,
 CU1099'TO A PARKING AREA ON THE E. SIDE OF THE RD.  FROM THE PARKING AREA
 CU1099'WALK E. ABOUT 500 FT. TO TOP OF HILL AND STATION.
 CU1099'STATION MARK--STANDARD USCE DISK CEMENTED IN LARGE ROCK AND FLUSH WITH
 CU1099'GROUND, STAMPED---TRIANGULATION PARK 1953 ALBUQUERQUE DISTRICT---.
 CU1099
 CU1099                          STATION RECOVERY (1979)
 CU1099
 CU1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1099'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CU1099'
 CU1099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1099'SW SECTION OF BIG SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6856 ***********************************************************************
 AW6856  DESIGNATION -  PARKER
 AW6856  PID         -  AW6856
 AW6856  STATE/COUNTY-  TX/BRAZORIA
 AW6856  USGS QUAD   -  EAST COLUMBIA (1980)
 AW6856
 AW6856                         *CURRENT SURVEY CONTROL
 AW6856  ___________________________________________________________________
 AW6856* NAD 83(1993)-  29 13 46.71381(N)    095 31 19.20730(W)     ADJUSTED  
 AW6856* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AW6856  ___________________________________________________________________
 AW6856  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AW6856  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW6856
 AW6856  HORZ ORDER  -  THIRD
 AW6856
 AW6856.The horizontal coordinates were established by classical geodetic methods
 AW6856.and adjusted by the National Geodetic Survey in February 1996..
 AW6856
 AW6856.The orthometric height was scaled from a topographic map.
 AW6856
 AW6856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6856
 AW6856.The geoid height was determined by GEOID03.
 AW6856
 AW6856;                    North         East     Units Scale Factor Converg.
 AW6856;SPC TXSC     - 4,159,774.953   938,045.047   MT  0.99986492   +1 42 14.1
 AW6856;SPC TXSC     -13,647,528.32  3,077,569.46   sFT  0.99986492   +1 42 14.1
 AW6856;UTM  15      - 3,236,064.112   254,860.376   MT  1.00034159   -1 13 55.7
 AW6856
 AW6856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6856!SPC TXSC     -   1.00000265  x   0.99986492  =   0.99986757
 AW6856!UTM  15      -   1.00000265  x   1.00034159  =   1.00034424
 AW6856
 AW6856:                Primary Azimuth Mark                     Grid Az
 AW6856:SPC TXSC     -  PARKER AZ MK RESET                       065 04 37.5
 AW6856:UTM  15      -  PARKER AZ MK RESET                       068 00 47.3
 AW6856
 AW6856|---------------------------------------------------------------------|
 AW6856| PID    Reference Object                     Distance      Geod. Az  |
 AW6856|                                                           dddmmss.s |
 AW6856| CV6644 PARKER AZ MK RESET                                 0664651.6 |
 AW6856| AW6834 ANGLETON RAD STA KKB 929 MAST       APPROX.11.1 KM 1272015.6 |
 AW6856| AW6836 ANGLETON MUNICIPAL TANK             APPROX.11.1 KM 1300434.3 |
 AW6856| CV6645 PARKER RM 1                          32.181 METERS 17039     |
 AW6856| CV6646 PARKER RM 2                          18.660 METERS 23557     |
 AW6856| CV6643 PARKER AZ MK                                       2670045.9 |
 AW6856| AW6857 DOW HARRIS RESERVOIR MAST           APPROX. 4.1 KM 2905308.3 |
 AW6856| AW6845 OTEY RAMSEY ST PRISON S TANK        APPROX. 6.6 KM 3441939.6 |
 AW6856|---------------------------------------------------------------------|
 AW6856
 AW6856                          SUPERSEDED SURVEY CONTROL
 AW6856
 AW6856  NAD 83(1986)-  29 13 46.72617(N)    095 31 19.19137(W) AD(       ) 3
 AW6856  NAD 27      -  29 13 45.85500(N)    095 31 18.40300(W) AD(       ) 3
 AW6856
 AW6856.Superseded values are not recommended for survey control.
 AW6856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6856.See file dsdata.txt to determine how the superseded data were derived.
 AW6856
 AW6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5486036064(NAD 83)
 AW6856_MARKER: DS = TRIANGULATION STATION DISK
 AW6856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6856
 AW6856  HISTORY     - Date     Condition        Report By
 AW6856  HISTORY     - 1954     MONUMENTED       CGS
 AW6856
 AW6856                          STATION DESCRIPTION
 AW6856
 AW6856'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6856'THE STATION IS LOCATED ABOUT 10 MILES WEST OF DANBURY, 6.5 MILES
 AW6856'NORTHWEST OF ANGLETON, 4 MILES SOUTH-SOUTHEAST OF THE RAMSEY
 AW6856'STATE PRISON FARM, AND AT THE SOUTHEAST CORNER OF THE DOW HARRIS
 AW6856'RESERVOIR ON PROPERTY OWNED BY THE DOW CHEMICAL COMPANY.
 AW6856'
 AW6856'REACHED FROM THE JUNCTION OF STATE ROUTES 35 AND 288 IN ANGLETON
 AW6856'BY GOING NORTHEASTERLY ON ROUTE 288 FOR 5.75 MILES TO A
 AW6856'CROSS ROAD.  TURN LEFT, WEST, AND GO 0.85 MILE TO A T-ROAD.  TURN
 AW6856'RIGHT AND GO NORTHERLY ON OLD STATE ROUTE 288 FOR 0.45 MILE TO A
 AW6856'SIDE ROAD LEFT.  TURN LEFT AND GO 4.2 MILES TO THE RETAINING
 AW6856'BANK OF THE DOW HARRIS RESERVOIR.  HERE TURN LEFT AND FOLLOW
 AW6856'ALONG THE TOP OF THE RETAINING BANK FOR 1.9 MILES, OR TO DOW
 AW6856'MARKER POST NO. 27, AND THE STATION ON THE LEFT.
 AW6856'
 AW6856'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT, IS
 AW6856'174 FEET NORTHEAST OF THE EAST POST OF A GATE ON THE DOW PROPERTY
 AW6856'LINE, 62 FEET SOUTH OF MARKER POST NO. 27, AND 4 FEET EAST OF A
 AW6856'WITNESS POST.  THE DISK IS STAMPED PARKER 1954, AND THE
 AW6856'MARK PROJECTS 4 INCHES.
 AW6856'
 AW6856'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AW6856'MONUMENT, IS 89 FEET NORTHEAST OF THE EAST GATE POST AND 63 FEET
 AW6856'NORTH OF A WIRE FENCE.  THE DISK IS STAMPED PARKER NO 1 1954, AND
 AW6856'THE MARK PROJECTS 4 INCHES.
 AW6856'
 AW6856'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6856'IS 88 FEET SOUTHWEST OF MARKER POST NO. 27 AND 18 FEET WEST OF
 AW6856'A RAMP LEADING SOUTH FROM THE RETAINING BANK.  THE DISK IS
 AW6856'STAMPED PARKER NO 2 1954, AND THE MARK PROJECTS 4 INCHES.
 AW6856'
 AW6856'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6856'IS 20 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF AN
 AW6856'UNDERGROUND PIPE LINE RIGHT-OF-WAY, 12 FEET NORTHEAST OF THE
 AW6856'NORTHEAST EDGE OF A SPILLWAY CLEARING, AND 2 FEET SOUTHWEST OF
 AW6856'A WITNESS POST.  THE DISK IS STAMPED PARKER 1954, AND THE MARK
 AW6856'PROJECTS 2 INCHES.
 AW6856'
 AW6856'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1294 ***********************************************************************
 CR1294  DESIGNATION -  PARKER
 CR1294  PID         -  CR1294
 CR1294  STATE/COUNTY-  TX/SMITH
 CR1294  USGS QUAD   -  MOUNT SYLVAN (1973)
 CR1294
 CR1294                         *CURRENT SURVEY CONTROL
 CR1294  ___________________________________________________________________
 CR1294* NAD 83(1993)-  32 28 24.03812(N)    095 28 56.86392(W)     ADJUSTED  
 CR1294* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 CR1294  ___________________________________________________________________
 CR1294  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CR1294  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR1294
 CR1294  HORZ ORDER  -  FIRST
 CR1294
 CR1294.The horizontal coordinates were established by classical geodetic methods
 CR1294.and adjusted by the National Geodetic Survey in February 1996..
 CR1294
 CR1294.The orthometric height was scaled from a topographic map.
 CR1294
 CR1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1294
 CR1294.The geoid height was determined by GEOID03.
 CR1294
 CR1294;                    North         East     Units Scale Factor Converg.
 CR1294;SPC TXNC     - 2,093,526.535   883,601.257   MT  0.99992320   +1 38 44.7
 CR1294;SPC TXNC     - 6,868,511.64  2,898,948.46   sFT  0.99992320   +1 38 44.7
 CR1294;UTM  15      - 3,595,618.892   266,699.652   MT  1.00027123   -1 20 00.4
 CR1294
 CR1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1294!SPC TXNC     -   0.99997412  x   0.99992320  =   0.99989733
 CR1294!UTM  15      -   0.99997412  x   1.00027123  =   1.00024535
 CR1294
 CR1294:                Primary Azimuth Mark                     Grid Az
 CR1294:SPC TXNC     -  LINDALE ATT RELAY TOWER                  051 51 11.2
 CR1294:UTM  15      -  LINDALE ATT RELAY TOWER                  054 49 56.3
 CR1294
 CR1294|---------------------------------------------------------------------|
 CR1294| PID    Reference Object                     Distance      Geod. Az  |
 CR1294|                                                           dddmmss.s |
 CR1294| CR1246 LINDALE ATT RELAY TOWER             APPROX.12.7 KM 0532955.9 |
 CR1294| CR1247 LINDALE MUNICIPAL TANK              APPROX. 8.4 KM 0550911.2 |
 CR1294| CY2776 PARKER RM 1                          33.519 METERS 09113     |
 CR1294| CY2775 PARKER AZ MK                                       1474009.6 |
 CR1294| CR1325 VAN MUNICIPAL TANK                  APPROX.15.6 KM 2935344.8 |
 CR1294| CY2777 PARKER RM 2                          19.647 METERS 30218     |
 CR1294|---------------------------------------------------------------------|
 CR1294
 CR1294                          SUPERSEDED SURVEY CONTROL
 CR1294
 CR1294  NAD 83(1986)-  32 28 24.04579(N)    095 28 56.84976(W) AD(       ) 1
 CR1294  NAD 27      -  32 28 23.53110(N)    095 28 55.99840(W) AD(       ) 1
 CR1294
 CR1294.Superseded values are not recommended for survey control.
 CR1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1294.See file dsdata.txt to determine how the superseded data were derived.
 CR1294
 CR1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR6670095619(NAD 83)
 CR1294_MARKER: DS = TRIANGULATION STATION DISK
 CR1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1294
 CR1294  HISTORY     - Date     Condition        Report By
 CR1294  HISTORY     - 1950     MONUMENTED       CGS
 CR1294  HISTORY     - 1955     GOOD             CGS
 CR1294  HISTORY     - 1956     MARK NOT FOUND   CGS
 CR1294  HISTORY     - 1957     GOOD             CGS
 CR1294  HISTORY     - 1966     MARK NOT FOUND   USGS
 CR1294  HISTORY     - 1966     MARK NOT FOUND   USGS
 CR1294  HISTORY     - 19960420 GOOD             USPSQD
 CR1294
 CR1294                          STATION DESCRIPTION
 CR1294
 CR1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1294'THE STATION IS LOCATED ABOUT 13.0 MILES NORTHWEST OF TYLER,
 CR1294'1.5 MILES NORTHWEST OF THE VILLAGE OF MOUNT SYLVAN AND IN THE
 CR1294'NORTHWESTERLY CORNER OF MR. PARKERS YARD.  IT IS 32 FEET
 CR1294'EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 17 FEET NORTHEAST
 CR1294'OF A WITNESS POST AND FENCE AND 13 FEET SOUTH-SOUTHEAST
 CR1294'OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CR1294'PARKER 1950.
 CR1294'
 CR1294'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF THE NORTHEAST CORNER OF
 CR1294'THE HOUSE AND 1 FOOT NORTH-NORTHWEST OF THE YARD FENCE.
 CR1294'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PARKER
 CR1294'NO 1 1950.
 CR1294'
 CR1294'REFERENCE MARK NO. 2 IS 17 FEET EAST-NORTHEAST OF THE CENTERLINE
 CR1294'OF THE ROAD AND IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 CR1294'PROJECTS 3 INCHES AND THE DISK IS STAMPED PARKER NO 2 1950.
 CR1294'
 CR1294'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF THE STATION,
 CR1294'88 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE AND 36
 CR1294'FEET WEST OF A CHICKEN HOUSE.  THE MARK PROJECTS 4 INCHES AND THE
 CR1294'DISK IS STAMPED PARKER 1950.
 CR1294'
 CR1294'TO REACH FROM THE JUNCTION OF FARM ROADS 724 AND 110 IN MOUNT
 CR1294'SYLVAN, GO NORTHWEST ON ROAD 110 0.5 MILE TO A SIDE ROAD
 CR1294'RIGHT, TURN RIGHT 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT
 CR1294'AT FARM HOUSE, CONTINUE 0.4 MILE TO MR. PARKERS HOUSE ON THE
 CR1294'RIGHT AND THE STATION AS DESCRIBED.
 CR1294'
 CR1294'A 64 FT. SIGNAL AT SAND AND EBY IS VISIBLE AT 25 FT.
 CR1294'
 CR1294'A 64 FT. SIGNAL AT POUNDS, ECHOLS 1935, CATES 1935 AND LILES
 CR1294'IS VISIBLE AT 20 FT.
 CR1294'
 CR1294'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1294
 CR1294                          STATION RECOVERY (1955)
 CR1294
 CR1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CR1294'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 CR1294'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAS BEEN
 CR1294'DISTURBED AND IS TILTED SLIGHTLY.  E.P. ELLIS NOW OCCUPIES
 CR1294'THE HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION.
 CR1294
 CR1294                          STATION RECOVERY (1956)
 CR1294
 CR1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1294'DID NOT RECOVER THE STATION.  ITS LOCATION IS IN WHAT IS NOW
 CR1294'A PLOWED FIELD.  IT HAS EITHER BEEN DUG UP OR COVERED UP.
 CR1294'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1294'
 CR1294'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1294
 CR1294                          STATION RECOVERY (1957)
 CR1294
 CR1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1294'THE STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 CR1294'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS LEANING OVER
 CR1294'FROM ITS ORIGINAL POSITION, BUT WAS INTACT AND SOLID IN THE GROUND
 CR1294'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CR1294'
 CR1294'THE STATION IS LOCATED ABOUT 13.0 MILES NORTHWEST OF TYLER,
 CR1294'1.5 MILES NORTHWEST OF THE VILLAGE OF MOUNT SYLVAN AND IN THE
 CR1294'NORTHWESTERLY CORNER OF MR. PARKERS YARD.  IT IS 32 FEET EAST
 CR1294'OF THE CENTER OF A DIRT ROAD AND 16 FEET EAST OF A WHITE
 CR1294'WITNESS POST AND NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 CR1294'PARKER 1950 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 CR1294'
 CR1294'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF THE NORTHEAST CORNER
 CR1294'OF THE HOUSE, 12 FEET NORTH OF A POWER LINE POLE AND 2 FEET
 CR1294'SOUTH OF A FENCE LINE.  IT IS STAMPED PARKER R.M. 1 1950
 CR1294'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 CR1294'
 CR1294'REFERENCE MARK NO. 2 IS 14 FEET EAST OF CENTER OF DIRT ROAD AND
 CR1294'1 FOOT WEST OF A FENCE LINE.  IT IS STAMPED PARKER R.M. 2
 CR1294'1950 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 CR1294'
 CR1294'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF THE STATION,
 CR1294'88 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 CR1294'36 FEET WEST OF A CHICKEN HOUSE AND 6 FEET EAST OF A FENCE.
 CR1294'IT IS STAMPED PARKER 1950 AND IS SET FLUSH WITH THE SURFACE OF
 CR1294'THE GROUND.
 CR1294'
 CR1294'TO REACH FROM THE POST OFFICE IN MOUNT SYLVAN, GO NORTHWEST
 CR1294'ON STATE HIGHWAY 110 FOR 0.5 MILE TO A SIDE ROAD RIGHT,
 CR1294'TURN RIGHT AND GO 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT
 CR1294'AT FARM HOUSE, CONTINUE 0.4 MILE TO MR. PARKERS HOUSE
 CR1294'ON THE RIGHT AND THE STATION AS DESCRIBED.
 CR1294'
 CR1294'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 CR1294
 CR1294                          STATION RECOVERY (1966)
 CR1294
 CR1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CR1294'STATION SEARCHED FOR BUT NOT FOUND.  BELIEVED DESTROYED BY
 CR1294'NEW HIGHWAY.
 CR1294
 CR1294                          STATION RECOVERY (1966)
 CR1294
 CR1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CR1294'STATION WAS LOCATED IN CENTER OF RECENTLY WIDENED ROAD.
 CR1294'PROBABLY DESTROYED.
 CR1294'
 CR1294'R.M. 1 LEANING SLIGHTLY TO NORTH, OTHERWISE IN GOOD CONDITION.
 CR1294'
 CR1294'R.M. 2 FOUND LAYING IN DITCH LINE.
 CR1294'
 CR1294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 CR1294'NW OF TYLER
 CR1294
 CR1294                          STATION RECOVERY (1996)
 CR1294
 CR1294'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3090 ***********************************************************************
 CS3090  DESIGNATION -  PARKER
 CS3090  PID         -  CS3090
 CS3090  STATE/COUNTY-  TX/JOHNSON
 CS3090  USGS QUAD   -  CLEBURNE EAST (1978)
 CS3090
 CS3090                         *CURRENT SURVEY CONTROL
 CS3090  ___________________________________________________________________
 CS3090* NAD 83(1993)-  32 15 23.25721(N)    097 17 13.47152(W)     ADJUSTED  
 CS3090* NAVD 88     -       262.0    (meters)     860.     (feet)  VERTCON   
 CS3090  ___________________________________________________________________
 CS3090  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 CS3090  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CS3090
 CS3090  HORZ ORDER  -  SECOND
 CS3090
 CS3090.The horizontal coordinates were established by classical geodetic methods
 CS3090.and adjusted by the National Geodetic Survey in February 1996..
 CS3090
 CS3090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3090
 CS3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3090
 CS3090.The geoid height was determined by GEOID03.
 CS3090
 CS3090;                    North         East     Units Scale Factor Converg.
 CS3090;SPC TXNC     - 2,066,063.399   714,286.707   MT  0.99996817   +0 39 41.5
 CS3090;SPC TXNC     - 6,778,409.67  2,343,455.64   sFT  0.99996817   +0 39 41.5
 CS3090;UTM  14      - 3,570,150.465   661,353.333   MT  0.99992107   +0 54 51.8
 CS3090
 CS3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3090!SPC TXNC     -   0.99996316  x   0.99996817  =   0.99993133
 CS3090!UTM  14      -   0.99996316  x   0.99992107  =   0.99988423
 CS3090
 CS3090:                Primary Azimuth Mark                     Grid Az
 CS3090:SPC TXNC     -  GRANDVIEW MUNICIPAL STANDPIPE            079 45 52.5
 CS3090:UTM  14      -  GRANDVIEW MUNICIPAL STANDPIPE            079 30 42.2
 CS3090
 CS3090|---------------------------------------------------------------------|
 CS3090| PID    Reference Object                     Distance      Geod. Az  |
 CS3090|                                                           dddmmss.s |
 CS3090| CS3048 GRANDVIEW MUNICIPAL STANDPIPE       APPROX.10.2 KM 0802534.0 |
 CS3090| CY2774 PARKER RM 3                          23.406 METERS 14446     |
 CS3090| CY2772 PARKER RM 1                          27.973 METERS 15325     |
 CS3090| CS3073 WACO FORT WORTH ARIWAY BCN 48       APPROX. 1.0 KM 1595425.8 |
 CS3090| CY2771 PARKER AZ MK 2                                     16657     |
 CS3090| CY2770 PARKER AZ MK                                       1703202.9 |
 CS3090| CY2773 PARKER RM 2                          26.460 METERS 29017     |
 CS3090|---------------------------------------------------------------------|
 CS3090
 CS3090                          SUPERSEDED SURVEY CONTROL
 CS3090
 CS3090  NAD 83(1986)-  32 15 23.26305(N)    097 17 13.45153(W) AD(       ) 2
 CS3090  NAD 27      -  32 15 22.73300(N)    097 17 12.40200(W) AD(       ) 2
 CS3090  NGVD 29 (07/19/86)  262.0    (m)          860.     (f) VERT ANG       
 CS3090
 CS3090.Superseded values are not recommended for survey control.
 CS3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3090.See file dsdata.txt to determine how the superseded data were derived.
 CS3090
 CS3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6135370150(NAD 83)
 CS3090_MARKER: DS = TRIANGULATION STATION DISK
 CS3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3090
 CS3090  HISTORY     - Date     Condition        Report By
 CS3090  HISTORY     - 1948     MONUMENTED       CGS
 CS3090  HISTORY     - 1953     GOOD             CGS
 CS3090  HISTORY     - 1976     GOOD             NGS
 CS3090  HISTORY     - 19940325 GOOD             USPSQD
 CS3090
 CS3090                          STATION DESCRIPTION
 CS3090
 CS3090'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3090'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF CLEBURNE,
 CS3090'ABOUT 6-1/2 MILES WEST OF GRANDVIEW, AND ABOUT 1 MILE NORTH OF
 CS3090'THE VILLAGE OF PARKER.  IT IS 60 YARDS NORTHEAST OF A LARGE
 CS3090'WHITE HOUSE, 42 FEET SOUTHWEST OF A FENCE CORNER, AND 27 FEET
 CS3090'WEST OF THE CENTERLINE OF STATE HIGHWAY 171.  THE DISK IS
 CS3090'STAMPED PARKER 1948 AND PROJECTS 4 INCHES.
 CS3090'
 CS3090'REFERENCE MARK NO. 1 IS 91.77 FEET SOUTH-SOUTHWEST OF THE STATION,
 CS3090'18 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 171, AND
 CS3090'15 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY.  THE DISK IS
 CS3090'STAMPED PARKER NO 1 1948 AND PROJECTS 6 INCHES.
 CS3090'
 CS3090'REFERENCE MARK NO. 2 IS 86.82 FEET WEST-NORTHWEST OF THE
 CS3090'STATION, AND 2 FEET EAST OF A FENCE LINE.  THE DISK IS STAMPED
 CS3090'PARKER NO 2 1948 AND PROJECTS 2 INCHES.
 CS3090'
 CS3090'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTH OF THE STATION,
 CS3090'33 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 171, 2.4 SOUTHEAST
 CS3090'OF A WHITE WITNESS POST, AND 1.7 FEET NORTH OF A FENCE CORNER.
 CS3090'THE DISK IS STAMPED PARKER 1948 AND PROJECTS 6 INCHES.
 CS3090'
 CS3090'TO REACH FROM THE COURTHOUSE IN CLEBURNE, GO SOUTH AND SOUTHEASTERLY
 CS3090'ON STATE HIGHWAY 171 FOR 9.4 MILES TO CROSS ROADS.  CONTINUE
 CS3090'ON STATE HIGHWAY 171 FOR 0.25 MILE TO HOUSE AND STATION ON
 CS3090'RIGHT.
 CS3090'
 CS3090'TO REACH AZIMUTH MARK FROM STATION GO SOUTH ON STATE HIGHWAY
 CS3090'171 FOR 0.35 MILE TO AZIMUTH ON RIGHT.
 CS3090'
 CS3090'A 47 FOOT SIGNAL AT RIO 1944 CAN BE SEEN FROM A 37 FOOT TOWER.
 CS3090'
 CS3090'A 47 FOOT SIGNAL AT NOLAN CAN BE SEEN FROM A 37 FOOT TOWER.
 CS3090'
 CS3090'A 74 FOOT SIGNAL AT CLEBURNE 1946 CAN BE SEEN FROM A 37 FOOT
 CS3090'TOWER.
 CS3090'
 CS3090'AN 87 FOOT SIGNAL AT KEENE CAN BE SEEN FROM A 37 FOOT TOWER.
 CS3090'
 CS3090'A 74 FOOT SIGNAL AT CUBA CAN BE SEEN FROM A 37 FOOT TOWER.
 CS3090'
 CS3090'A 100 FOOT SIGNAL AT ORCHARD CAN BE SEEN FROM A 37 FOOT TOWER.
 CS3090'
 CS3090'A 100 FOOT SIGNAL AT GRANDVIEW CAN BE SEEN FROM THE GROUND.
 CS3090'
 CS3090'AN 87 FOOT SIGNAL AT FILES CAN BE SEEN FROM THE GROUND,
 CS3090'
 CS3090'A 74 FOOT SIGNAL AT BOISDARC CAN BE SEEN FROM THE GROUND.
 CS3090'
 CS3090'A 74 FOOT SIGNAL AT COVINGTON CAN BE SEEN FROM THE GROUND.
 CS3090'
 CS3090'A 74 FOOT SIGNAL AT OSCEOLA CAN BE SEEN FROM A 37 FOOT TOWER.
 CS3090'
 CS3090'A 74 FOOT SIGNAL AT BLANTON CAN BE SEEN FROM THE GROUND.
 CS3090'
 CS3090'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS3090
 CS3090                          STATION RECOVERY (1953)
 CS3090
 CS3090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3090'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3090'DESCRIBED.  THE STATION MARK IS 45 FEET WEST OF THE CENTERLINE
 CS3090'OF HIGHWAY NO. 171 AND NOT 27 FEET WEST AS DESCRIBED.  IT IS
 CS3090'IN A FARM YARD.
 CS3090
 CS3090                          STATION RECOVERY (1976)
 CS3090
 CS3090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CS3090'THE STATION MARK AND REFERENCE MARK NO.2, WERE RECOVERED AND FOUND
 CS3090'IN GOOD CONDITION.  REFERENCE MARK NO.1 AND THE AZIMUTH MARK WERE
 CS3090'FOUND TO HAVE BEEN DESTROYED.
 CS3090'
 CS3090'REFERENCE MARK NO.3 AND A AZIMUTH MARK WERE ESTABLISHED AT THIS
 CS3090'TIME, AND POLARIS WAS OBSERVED.
 CS3090'
 CS3090'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS3090'
 CS3090'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHEAST OF CLEBURNE, ABOUT
 CS3090'1 MILE NORTH OF THE SMALL SETTLEMENT OF PARKER AND 75 FEET WEST OF
 CS3090'THE CENTER-LINE OF STATE HIGHWAY 171.
 CS3090'
 CS3090'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN CLEBURNE, GO
 CS3090'SOUTH ON STATE HIGHWAYS 171 AND 174 FOR 1.5 MILES TO INTERSECTION OF
 CS3090'HIGHWAYS.  KEEP LEFT AND GO SOUTH AND SOUTHEASTERLY ON STATE
 CS3090'HIGHWAY 171 FOR 7.2 MILES TO THE JUNCTION OF FARM ROAD 916.
 CS3090'CONTINUE SOUTHERLY ON STATE HIGHWAY 171 FOR 0.7 MILE TO
 CS3090'STATION ON THE RIGHT AND DRIVEWAY ON THE RIGHT LEADING TO
 CS3090'FARMHOUSE.
 CS3090'
 CS3090'STATION MARK IS A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES
 CS3090'AND IS STAMPED PARKER 1948.  IT IS 75 FEET WEST OF THE CENTER LINE
 CS3090'OF STATE HIGHWAY 171, 69 FEET NORTH OF THE WEST END OF A WIRE GATE,
 CS3090'65 FEET NORTH OF A TELEPHONE POLE, 22 FEET SOUTH OF A LARGE
 CS3090'MESQUITE TREE, 62 FEET SOUTH OF A FENCE-CORNER AND 15 FEET WEST
 CS3090'OF A FENCELINE AND METAL WITNESS POST.
 CS3090'
 CS3090'REFERENCE MARK NO.2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS3090'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED PARKER
 CS3090'NO 2 1948.  IT IS 50 FEET NORTH-NORTHEAST OF A HIGH LINE POLE, 44
 CS3090'FEET NORTH OF THE EYE OF A GUY WIRE TO HIGH LINE POLE, 29 FEET
 CS3090'NORTHEAST OF ANOTHER EYE OF GUY WIRE TO HIGH LINE POLE, 28 FEET
 CS3090'SOUTH-SOUTHWEST OF THE WEST END OF GATE AND 27 FEET SOUTH OF A FENCE
 CS3090'LINE.
 CS3090'
 CS3090'REFERENCE MARK NO.3 IS A STANDARD DISK, SET IN A DRILL HOLE, OF THE
 CS3090'NORTH HEADWALL OF CULVERT AND IS STAMPED PARKER 1948 NO 3 1975.  IT
 CS3090'IS NEAR THE CENTER OF CULVERT, 40 FEET WEST OF THE CENTER OF
 CS3090'HIGHWAY AND 15 FEET NORTH OF THE CENTER OF DRIVE WAY.
 CS3090'
 CS3090'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE, OF THE EAST
 CS3090'HEADWALL OF CULVERT AND IS STAMPED PARKER 1948 1976.  IT IS LOCATED
 CS3090'AT THE NORTH END OF CULVERT, 27 FEET EAST OF THE CENTER OF HIGHWAY
 CS3090'AND IS ABOUT 1-FOOT LOWER IN ELEVATION THAN THE HIGHWAY.
 CS3090'
 CS3090'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE HIGHWAY
 CS3090'171 FOR 0.25 MILE TO MARK ON THE LEFT.
 CS3090'
 CS3090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CLEBURNE 8-1/2
 CS3090'MILES SE.
 CS3090
 CS3090                          STATION RECOVERY (1994)
 CS3090
 CS3090'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1179 ***********************************************************************
 AJ1179  DESIGNATION -  PARKMANS GIN STACK
 AJ1179  PID         -  AJ1179
 AJ1179  STATE/COUNTY-  TX/JIM WELLS
 AJ1179  USGS QUAD   -  ALICE NORTH (1963)
 AJ1179
 AJ1179                         *CURRENT SURVEY CONTROL
 AJ1179  ___________________________________________________________________
 AJ1179* NAD 83(1993)-  27 45 11.61741(N)    098 04 39.28320(W)     ADJUSTED  
 AJ1179* NAVD 88     -                                                        
 AJ1179  ___________________________________________________________________
 AJ1179  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AJ1179  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ1179
 AJ1179  HORZ ORDER  -  THIRD
 AJ1179
 AJ1179.The horizontal coordinates were established by classical geodetic methods
 AJ1179.and adjusted by the National Geodetic Survey in February 1996..
 AJ1179
 AJ1179
 AJ1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1179
 AJ1179.The geoid height was determined by GEOID03.
 AJ1179
 AJ1179;                    North         East     Units Scale Factor Converg.
 AJ1179;SPC TX S     - 5,231,249.917   341,643.540   MT  0.99998070   +0 11 30.4
 AJ1179;SPC TX S     -17,162,859.10  1,120,875.51   sFT  0.99998070   +0 11 30.4
 AJ1179;UTM  14      - 3,070,207.320   590,902.804   MT  0.99970199   +0 25 46.4
 AJ1179
 AJ1179                          SUPERSEDED SURVEY CONTROL
 AJ1179
 AJ1179  NAD 83(1986)-  27 45 11.62474(N)    098 04 39.26100(W) AD(       ) 4
 AJ1179  NAD 27      -  27 45 10.53000(N)    098 04 38.25000(W) AD(       ) 3
 AJ1179
 AJ1179.Superseded values are not recommended for survey control.
 AJ1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1179.See file dsdata.txt to determine how the superseded data were derived.
 AJ1179
 AJ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9090370207(NAD 83)
 AJ1179_MARKER: 63 = STACK
 AJ1179
 AJ1179  HISTORY     - Date     Condition        Report By
 AJ1179  HISTORY     - 1905     FIRST OBSERVED   CGS
 AJ1179  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1179
 AJ1179                          STATION DESCRIPTION
 AJ1179
 AJ1179'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3181 ***********************************************************************
 CS3181  SACS        -  This is a Secondary Airport Control Station.
 CS3181  DESIGNATION -  PARKPORT
 CS3181  PID         -  CS3181
 CS3181  STATE/COUNTY-  TX/PARKER
 CS3181  USGS QUAD   -  ANNETA (1979)
 CS3181
 CS3181                         *CURRENT SURVEY CONTROL
 CS3181  ___________________________________________________________________
 CS3181* NAD 83(1993)-  32 45 00.08554(N)    097 40 55.98350(W)     ADJUSTED  
 CS3181* NAVD 88     -       301.04   (meters)     987.7    (feet)  GPS OBS   
 CS3181  ___________________________________________________________________
 CS3181  X           -    -717,821.056 (meters)                     COMP
 CS3181  Y           -  -5,321,557.329 (meters)                     COMP
 CS3181  Z           -   3,430,822.847 (meters)                     COMP
 CS3181  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 CS3181  ELLIP HEIGHT-         272.60  (meters)          (06/25/01) GPS OBS
 CS3181  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CS3181
 CS3181  HORZ ORDER  -  FIRST
 CS3181  ELLP ORDER  -  FIFTH     CLASS I
 CS3181
 CS3181.This mark is at Parker Co (WEA) Airport (WEA)
 CS3181
 CS3181.The horizontal coordinates were established by GPS observations
 CS3181.and adjusted by the National Geodetic Survey in November 1996..
 CS3181
 CS3181.The orthometric height was determined by GPS observations and a
 CS3181.high-resolution geoid model.
 CS3181
 CS3181.GPS derived orthometric heights for airport stations designated as
 CS3181.PACS or SACS are published to 2 decimal places.  This maintains
 CS3181.centimeter relative accuracy between the PACS and SACS.  It does
 CS3181.not indicate centimeter accuracy relative to other marks which are
 CS3181.part of the NAVD 88 network.
 CS3181
 CS3181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3181
 CS3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3181
 CS3181.The ellipsoidal height was determined by GPS observations
 CS3181.and is referenced to NAD 83.
 CS3181
 CS3181.The geoid height was determined by GEOID03.
 CS3181
 CS3181;                    North         East     Units Scale Factor Converg.
 CS3181;SPC TXNC     - 2,120,431.614   676,629.693   MT  0.99988639   +0 26 45.7
 CS3181;SPC TXNC     - 6,956,782.72  2,219,909.25   sFT  0.99988639   +0 26 45.7
 CS3181;UTM  14      - 3,624,343.202   623,452.253   MT  0.99978792   +0 42 46.7
 CS3181
 CS3181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3181!SPC TXNC     -   0.99995720  x   0.99988639  =   0.99984360
 CS3181!UTM  14      -   0.99995720  x   0.99978792  =   0.99974513
 CS3181
 CS3181|---------------------------------------------------------------------|
 CS3181| PID    Reference Object                     Distance      Geod. Az  |
 CS3181|                                                           dddmmss.s |
 CS3181| CS2434 U 1477                               80.228 METERS 09058     |
 CS3181| CS3206 PARKPORT AZ MK                      320.254 METERS 17917     |
 CS3181|---------------------------------------------------------------------|
 CS3181
 CS3181                          SUPERSEDED SURVEY CONTROL
 CS3181
 CS3181  ELLIP H (11/05/96)  272.68   (m)                       GP(       ) 5 1
 CS3181  NAD 83(1993)-  32 45 00.08640(N)    097 40 55.98289(W) AD(       ) 3
 CS3181  ELLIP H (02/16/96)  272.70   (m)                       GP(       ) 5 1
 CS3181  NAD 83(1993)-  32 45 00.08988(N)    097 40 55.96719(W) AD(       ) 3
 CS3181  NAD 83(1986)-  32 45 00.08989(N)    097 40 55.96718(W) AD(       ) 3
 CS3181  NAD 27      -  32 44 59.62798(N)    097 40 54.87166(W) AD(       ) 3
 CS3181  NGVD 29 (12/08/88)  300.9    (m)          987.     (f) GPS OBS        
 CS3181
 CS3181.Superseded values are not recommended for survey control.
 CS3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3181.See file dsdata.txt to determine how the superseded data were derived.
 CS3181
 CS3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2345224343(NAD 83)
 CS3181_MARKER: DD = SURVEY DISK
 CS3181_SETTING: 66 = SET IN ROCK OUTCROP
 CS3181_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CS3181_STAMPING: PARKPORT 1987
 CS3181_MARK LOGO: NGS   
 CS3181_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS3181+STABILITY: POSITION/ELEVATION WELL
 CS3181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3181+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CS3181
 CS3181  HISTORY     - Date     Condition        Report By
 CS3181  HISTORY     - 1987     MONUMENTED       NGS
 CS3181  HISTORY     - 1988     GOOD             NGS
 CS3181  HISTORY     - 19941029 GOOD             NGS
 CS3181  HISTORY     - 19970524 GOOD             USPSQD
 CS3181  HISTORY     - 20051029 GOOD             USPSQD
 CS3181
 CS3181                          STATION DESCRIPTION
 CS3181
 CS3181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3181'THE STATION IS LOCATED ABOUT 10. KM (6.20 MI) EAST OF WEATHERFORD, AT
 CS3181'THE PARKER COUNTY AIRPORT.  OWNERSHIP-- MRS. E.D. BURKHALTER, C/O
 CS3181'KELLY BARNETT, 5440 DURHAM ROAD, FORT WORTH, TX 76114.
 CS3181'TELEPHONENUMBER 817-599-7772.
 CS3181'TO REACH TO THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20
 CS3181'AND FARM ROAD 5 (WILLOW SPRINGS ROAD), (EXIT 415), ABOUT 11 KM
 CS3181'(6.85 MI) EAST OF WEATHERFORD.  GO WEST ON THE FRONTAGE ROAD, ON THE
 CS3181'SOUTH SIDE OF I-20, FOR 0.8 KM (0.50 MI) TO THE ENTRANCE ROAD TO THE
 CS3181'AIRPORT ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE ENTRANCE ROAD FOR
 CS3181'0.1 KM (0.05 MI), TURN RIGHT BETWEEN TWO HANGERS FOR 0.1 KM (0.05 MI)
 CS3181'TO THE TAXIWAY.  TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR 0.1 KM
 CS3181'(0.05 MI)TO THE STATION ON THE LEFT.
 CS3181'THE STATION MARK IS SET IN BEDROCK BETWEEN THE RUNWAY AND TAXIWAY AT
 CS3181'THE NORTH END OF THE TAXIWAY. IT IS 19.4 M (63.6 FT) EAST OF THE
 CS3181'CENTERLINE OF THE RUNWAY, AND 9.3 M (30.5 FT) WEST OF THE
 CS3181'CENTERLINEOF THE TAXIWAY.
 CS3181'THE STATION MARK IS ABOUT 80.3 M (263.5 FT) WEST OF BENCHMARK
 CS3181'U1477.DESCRIBED BY B.L.L.
 CS3181
 CS3181                          STATION RECOVERY (1988)
 CS3181
 CS3181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CS3181'THE STATION WAS RECOVERED ON THIS DATE
 CS3181'AS DESCRIBED IN 1988.
 CS3181'
 CS3181'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CS3181'
 CS3181'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CS3181'
 CS3181'DESCRIBED BY D.A. BOWLING.
 CS3181
 CS3181                          STATION RECOVERY (1994)
 CS3181
 CS3181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS3181'THE STATION IS LOCATED ABOUT 10.  KM (6.20 MI) EAST OF WEATHERFORD, AT
 CS3181'THE PARKER COUNTY AIRPORT.  OWNERSHIP-- MRS.  E.D.  BURKHALTER, C/O
 CS3181'KELLY BARNETT, 5440 DURHAM ROAD, FORT WORTH, TX 76114.  TELEPHONE
 CS3181'NUMBER 817-599-7772.  TO REACH TO THE STATION FROM THE JUNCTION OF
 CS3181'INTERSTATE HIGHWAY 20 AND FARM ROAD 5 (WILLOW SPRINGS ROAD) , (EXIT
 CS3181'415) , ABOUT 11 KM (6.85 MI) EAST OF WEATHERFORD.  GO WEST ON THE
 CS3181'FRONTAGE ROAD, ON THE SOUTH SIDE OF I-20, FOR 0.8 KM (0.50 MI) TO THE
 CS3181'ENTRANCE ROAD TO THE AIRPORT ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 CS3181'THE ENTRANCE ROAD FOR 0.1 KM (0.05 MI) , TURN RIGHT BETWEEN TWO
 CS3181'HANGERS FOR 0.1 KM (0.05 MI) TO THE TAXIWAY.  TURN RIGHT AND GO NORTH
 CS3181'ON THE TAXIWAY FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE
 CS3181'STATION MARK IS SET IN BEDROCK BETWEEN THE RUNWAY AND TAXIWAY AT THE
 CS3181'NORTH END OF THE TAXIWAY.  IT IS 19.4 M (63.6 FT) EAST OF THE
 CS3181'CENTERLINE OF THE RUNWAY, AND 9.3 M (30.5 FT) WEST OF THE CENTER LINE
 CS3181'OF THE TAXIWAY.  THE STATION MARK IS ABOUT 80.3 M (263.5 FT) WEST OF
 CS3181'BENCHMARK U 1477.
 CS3181
 CS3181                          STATION RECOVERY (1997)
 CS3181
 CS3181'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3181'RECOVERED IN GOOD CONDITION.
 CS3181
 CS3181                          STATION RECOVERY (2005)
 CS3181
 CS3181'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS3181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3206 ***********************************************************************
 CS3206  SACS        -  This is a Secondary Airport Control Station.
 CS3206  DESIGNATION -  PARKPORT AZ MK
 CS3206  PID         -  CS3206
 CS3206  STATE/COUNTY-  TX/PARKER
 CS3206  USGS QUAD   -  ANNETA (1979)
 CS3206
 CS3206                         *CURRENT SURVEY CONTROL
 CS3206  ___________________________________________________________________
 CS3206* NAD 83(1993)-  32 44 49.69037(N)    097 40 55.82892(W)     ADJUSTED  
 CS3206* NAVD 88     -       299.86   (meters)     983.8    (feet)  GPS OBS   
 CS3206  ___________________________________________________________________
 CS3206  X           -    -717,840.092 (meters)                     COMP
 CS3206  Y           -  -5,321,728.557 (meters)                     COMP
 CS3206  Z           -   3,430,552.862 (meters)                     COMP
 CS3206  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 CS3206  ELLIP HEIGHT-         271.41  (meters)          (06/25/01) GPS OBS
 CS3206  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CS3206
 CS3206  HORZ ORDER  -  FIRST
 CS3206  ELLP ORDER  -  FIFTH     CLASS I
 CS3206
 CS3206.This mark is at Parker Co (WEA) Airport (WEA)
 CS3206
 CS3206.The horizontal coordinates were established by GPS observations
 CS3206.and adjusted by the National Geodetic Survey in November 1996..
 CS3206
 CS3206.The orthometric height was determined by GPS observations and a
 CS3206.high-resolution geoid model.
 CS3206
 CS3206.GPS derived orthometric heights for airport stations designated as
 CS3206.PACS or SACS are published to 2 decimal places.  This maintains
 CS3206.centimeter relative accuracy between the PACS and SACS.  It does
 CS3206.not indicate centimeter accuracy relative to other marks which are
 CS3206.part of the NAVD 88 network.
 CS3206
 CS3206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3206
 CS3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3206
 CS3206.The ellipsoidal height was determined by GPS observations
 CS3206.and is referenced to NAD 83.
 CS3206
 CS3206.The geoid height was determined by GEOID03.
 CS3206
 CS3206;                    North         East     Units Scale Factor Converg.
 CS3206;SPC TXNC     - 2,120,111.463   676,636.209   MT  0.99988666   +0 26 45.7
 CS3206;SPC TXNC     - 6,955,732.36  2,219,930.63   sFT  0.99988666   +0 26 45.7
 CS3206;UTM  14      - 3,624,023.116   623,460.259   MT  0.99978795   +0 42 46.6
 CS3206
 CS3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3206!SPC TXNC     -   0.99995739  x   0.99988666  =   0.99984405
 CS3206!UTM  14      -   0.99995739  x   0.99978795  =   0.99974535
 CS3206
 CS3206|---------------------------------------------------------------------|
 CS3206| PID    Reference Object                     Distance      Geod. Az  |
 CS3206|                                                           dddmmss.s |
 CS3206| CS2434 U 1477                              327.863 METERS 01326     |
 CS3206| AB2819 WEA A                               395.581 METERS 18624     |
 CS3206| CS3181 PARKPORT                            320.254 METERS 35917     |
 CS3206|---------------------------------------------------------------------|
 CS3206
 CS3206                          SUPERSEDED SURVEY CONTROL
 CS3206
 CS3206  ELLIP H (11/05/96)  271.50   (m)                       GP(       ) 5 1
 CS3206  NAD 83(1993)-  32 44 49.69136(N)    097 40 55.82816(W) AD(       ) 3
 CS3206  ELLIP H (02/16/96)  271.52   (m)                       GP(       ) 5 1
 CS3206  NAD 83(1986)-  32 44 49.69485(N)    097 40 55.81245(W) AD(       ) 3
 CS3206  NAD 27      -  32 44 49.23266(N)    097 40 54.71698(W) AD(       ) 3
 CS3206  NGVD 29 (12/08/88)  299.9    (m)          984.     (f) GPS OBS        
 CS3206
 CS3206.Superseded values are not recommended for survey control.
 CS3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3206.See file dsdata.txt to determine how the superseded data were derived.
 CS3206
 CS3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2346024023(NAD 83)
 CS3206_MARKER: I = METAL ROD
 CS3206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3206_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3206_STAMPING: PARKPORT AZ MK 1987
 CS3206_MARK LOGO: NGS   
 CS3206_PROJECTION: FLUSH
 CS3206_MAGNETIC: I = MARKER IS A STEEL ROD
 CS3206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3206+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CS3206_ROD/PIPE-DEPTH: 1.50 meters
 CS3206_SLEEVE-DEPTH  : 1.0 meters
 CS3206
 CS3206  HISTORY     - Date     Condition        Report By
 CS3206  HISTORY     - 1987     MONUMENTED       NGS
 CS3206  HISTORY     - 19880304 GOOD
 CS3206  HISTORY     - 19941029 GOOD             NGS
 CS3206  HISTORY     - 19970524 GOOD             USPSQD
 CS3206  HISTORY     - 20041023 GOOD             USPSQD
 CS3206  HISTORY     - 20051029 GOOD             USPSQD
 CS3206
 CS3206                          STATION DESCRIPTION
 CS3206
 CS3206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3206'THE STATION IS LOCATED ABOUT 10. KM (6.20 MI) EAST OF WEATHERFORD, AT
 CS3206'THE PARKER COUNTY AIRPORT.  OWNERSHIP-- MRS. E.D. BURKHALTER, C/O
 CS3206'KELLY BARNETT, 5440 DURHAM ROAD, FORT WORTH, TX 76114.
 CS3206'TELEPHONENUMBER 817-599-7772.
 CS3206'TO REACH TO THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20
 CS3206'AND FARM ROAD 5 (WILLOW SPRINGS ROAD), (EXIT 415), ABOUT 11 KM
 CS3206'(6.85 MI) EAST OF WEATHERFORD.  GO WEST ON THE FRONTAGE ROAD, ON THE
 CS3206'SOUTH SIDE OF I-20, FOR 0.8 KM (0.50 MI) TO THE ENTRANCE ROAD TO THE
 CS3206'AIRPORT ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE ENTRANCE ROAD FOR
 CS3206'0.1 KM (0.05 MI), TURN RIGHT BETWEEN TWO HANGERS FOR 0.1 KM (0.05 MI)
 CS3206'TO THE TAXIWAY.  TURN LEFT ON THE TAXIWAY FOR 0.2 KM (0.10 MI) TO THE
 CS3206'MARKON THE RIGHT.
 CS3206'THE MARK IS ON THE NORTH SIDE OF A CROSSOVER, IN LINE WITH THE NORTH
 CS3206'SIDE OF THE NORTHERN MOST HANGER OF SIX METAL OPEN TYPE HANGERS, 25.6
 CS3206'M (84.0 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 22.7 M (74.5 FT)
 CS3206'WEST OF THE NORTHWEST CORNER OF THE NORTHERN MOST HANGER, 11.6 M
 CS3206'(38.1 FT) NORTH OF THE CROSSOVER CENTERLINE, AND 6.8 M (22.3 FT)
 CS3206'WESTOF THE CENTERLINE OF THE RUNWAY.
 CS3206'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3206'DESCRIBED BY V.L.F.
 CS3206
 CS3206                          STATION RECOVERY (1988)
 CS3206
 CS3206'RECOVERED 1988
 CS3206'RECOVERED IN GOOD CONDITION.
 CS3206
 CS3206                          STATION RECOVERY (1994)
 CS3206
 CS3206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS3206'THE STATION IS LOCATED ABOUT 10.  KM (6.20 MI) EAST OF WEATHERFORD, AT
 CS3206'THE PARKER COUNTY AIRPORT.  OWNERSHIP-- MRS.  E.D.  BURKHALTER, C/O
 CS3206'KELLY BARNETT, 5440 DURHAM ROAD, FORT WORTH, TX 76114.  TELEPHONE
 CS3206'NUMBER 817-599-7772.  TO REACH TO THE STATION FROM THE JUNCTION OF
 CS3206'INTERSTATE HIGHWAY 20 AND FARM ROAD 5 (WILLOW SPRINGS ROAD) , (EXIT
 CS3206'415) , ABOUT 11 KM (6.85 MI) EAST OF WEATHERFORD.  GO WEST ON THE
 CS3206'FRONTAGE ROAD, ON THE SOUTH SIDE OF I-20, FOR 0.8 KM (0.50 MI) TO THE
 CS3206'ENTRANCE ROAD TO THE AIRPORT ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 CS3206'THE ENTRANCE ROAD FOR 0.1 KM (0.05 MI) , TURN RIGHT BETWEEN TWO
 CS3206'HANGERS FOR 0.1 KM (0.05 MI) TO THE TAXIWAY.  TURN LEFT ON THE TAXIWAY
 CS3206'FOR 0.2 KM (0.10 MI) TO THE MARKON THE RIGHT.  THE STATION IS ON THE
 CS3206'NORTH SIDE OF A CROSSOVER, IN LINE WITH THE NORTH SIDE OF THE NORTHERN
 CS3206'MOST HANGER OF SIX METAL OPEN TYPE HANGERS, 25.6 M (84.0 FT) EAST OF
 CS3206'THE CENTERLINE OF THE RUNWAY, 22.7 M (74.5 FT) WEST OF THE NORTHWEST
 CS3206'CORNER OF THE NORTHERN MOST HANGER, 11.6 M (38.1 FT) NORTH OF THE
 CS3206'CROSSOVER CENTERLINE, AND 6.8 M (22.3 FT) WESTOF THE CENTERLINE OF THE
 CS3206'RUNWAY.  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3206'DESCRIBED BY V.L.F.
 CS3206
 CS3206                          STATION RECOVERY (1997)
 CS3206
 CS3206'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3206'RECOVERED IN GOOD CONDITION.
 CS3206
 CS3206                          STATION RECOVERY (2004)
 CS3206
 CS3206'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMF)
 CS3206'RECOVERED IN GOOD CONDITION.
 CS3206
 CS3206                          STATION RECOVERY (2005)
 CS3206
 CS3206'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS3206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1011 ***********************************************************************
 CA1011  DESIGNATION -  PARKS
 CA1011  PID         -  CA1011
 CA1011  STATE/COUNTY-  TX/SAN SABA
 CA1011  USGS QUAD   -  BEND (1979)
 CA1011
 CA1011                         *CURRENT SURVEY CONTROL
 CA1011  ___________________________________________________________________
 CA1011* NAD 83(1993)-  31 01 59.08282(N)    098 32 00.18156(W)     ADJUSTED  
 CA1011* NAVD 88     -       459.4    (meters)    1507.     (feet)  VERTCON   
 CA1011  ___________________________________________________________________
 CA1011  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 CA1011  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CA1011
 CA1011  HORZ ORDER  -  FIRST
 CA1011
 CA1011.The horizontal coordinates were established by classical geodetic methods
 CA1011.and adjusted by the National Geodetic Survey in February 1996..
 CA1011
 CA1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1011
 CA1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1011
 CA1011.The geoid height was determined by GEOID03.
 CA1011
 CA1011;                    North         East     Units Scale Factor Converg.
 CA1011;SPC TX C     - 3,152,863.644   871,815.696   MT  0.99988190   +0 55 37.5
 CA1011;SPC TX C     -10,344,020.14  2,860,282.00   sFT  0.99988190   +0 55 37.5
 CA1011;UTM  14      - 3,433,361.361   544,530.862   MT  0.99962446   +0 14 26.0
 CA1011
 CA1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1011!SPC TX C     -   0.99993169  x   0.99988190  =   0.99981360
 CA1011!UTM  14      -   0.99993169  x   0.99962446  =   0.99955617
 CA1011
 CA1011|---------------------------------------------------------------------|
 CA1011| PID    Reference Object                     Distance      Geod. Az  |
 CA1011|                                                           dddmmss.s |
 CA1011| CV5054 PARKS RM 1                           38.926 METERS 04213     |
 CA1011| CA1007 VANN                                APPROX. 9.5 KM 1054249.7 |
 CA1011| CV5055 PARKS RM 2                           35.796 METERS 14057     |
 CA1011| CV5056 PARKS RM 3                           30.562 METERS 24750     |
 CA1011|---------------------------------------------------------------------|
 CA1011
 CA1011                          SUPERSEDED SURVEY CONTROL
 CA1011
 CA1011  NAD 83(1986)-  31 01 59.09374(N)    098 32 00.16728(W) AD(       ) 1
 CA1011  NAD 27      -  31 01 58.48000(N)    098 31 59.03600(W) AD(       ) 1
 CA1011  NGVD 29 (07/19/86)  459.3    (m)         1507.     (f) VERT ANG       
 CA1011
 CA1011.Superseded values are not recommended for survey control.
 CA1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1011.See file dsdata.txt to determine how the superseded data were derived.
 CA1011
 CA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV4453133361(NAD 83)
 CA1011_MARKER: DS = TRIANGULATION STATION DISK
 CA1011_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CA1011
 CA1011  HISTORY     - Date     Condition        Report By
 CA1011  HISTORY     - 1935     MONUMENTED       CGS
 CA1011  HISTORY     - 1937     GOOD             TXHD
 CA1011  HISTORY     - 1957     GOOD             CGS
 CA1011  HISTORY     - 1958     GOOD             USGS
 CA1011  HISTORY     - 1967     GOOD             CGS
 CA1011
 CA1011                          STATION DESCRIPTION
 CA1011
 CA1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1011'STATION LOCATED 16 MILES SE OF SAN SABA, 2-3/4 MILES SE OF
 CA1011'CHAPPEL ON TOP OF A ROCKY, CEDAR-COVERED RIDGE ABOUT 1 MILE
 CA1011'SSW OF THE PARKS RANCH HOUSE.
 CA1011'
 CA1011'SURFACE MARK IS A STANDARD BRONZE DISK SET IN AN IRREGULAR
 CA1011'MASS OF CONCRETE.
 CA1011'
 CA1011'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 CA1011'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CA1011'
 CA1011'REFERENCE MARK NO. 1 IS NE OF THE STATION.
 CA1011'
 CA1011'REFERENCE MARK NO. 2 IS SE OF THE STATION.
 CA1011'
 CA1011'REFERENCE MARK NO. 3 IS W OF THE STATION.
 CA1011'
 CA1011'REACHED FROM SAN SABA BY GOING S FROM THE NE CORNER OF COURTHOUSE
 CA1011'SQUARE 0.6 MILE, THENCE E AND SE ON MAIN CHAPPEL ROAD FOR
 CA1011'12.0 MILES TO T.O. LONGS MAIL BOX ON E SIDE OF ROAD AND
 CA1011'TRIANGULATION STATION LONG ON W SIDE OF ROAD.  CONTINUE SE
 CA1011'FOR 2.1 MILES AND TAKE LEFT FORK FOR 0.25 MILE, THENCE LEFT
 CA1011'AT SCHOOL FOR 2.0 MILES OR 1.6 MILES AFTER PASSING CHAPPEL
 CA1011'STORE, TO CORNER WHERE MAIN ROAD TURNS N.  THERE GO S THROUGH
 CA1011'TWO PLANK GATES, AND GO SW AND S PASSING THROUGH WIRE GATE
 CA1011'TO WESTWARD OF HOUSE FOR 0.75 MILE OR 0.15 MILE AFTER FORDING
 CA1011'CREEK TO ANOTHER WIRE GATE.  PASS THROUGH GATE FOLLOWING
 CA1011'MAIN ROAD FOR 0.8 MILE TO A LOCKED GATE ACROSS ROAD.  THE
 CA1011'KEY IS KEPT UNDER A SMALL STONE DIRECTLY UNDER A FENCE
 CA1011'POST 13 FEET E OF E GATE POST OR MAY BE OBTAINED FROM MR.
 CA1011'BUNK MATCHLER IN CHAPPEL.  CONTINUE S THROUGH THIS GATE
 CA1011'FOR 0.75 MILE, THENCE ON RIGHT FORK FOR 0.45 MILE, TURN
 CA1011'SHARPLY TO RIGHT JUST BEFORE REACHING PARKS HOUSE AND GO S ON
 CA1011'DIM ROAD THROUGH TIMBER FOR 1.2 MILE TO WATER HOLE OR 0.7
 CA1011'MILE AFTER PASSING DRY WATER HOLE.  TURN W AND FOLLOW DIM ROAD
 CA1011'THROUGH NATURAL CLEARING FOR 0.4 MILE TO TOP OF GRADE
 CA1011'AND A BLAZED TREE.  STATION IS 1/4 MILE TO THE NORTHWARD,
 CA1011'THROUGH TREES AND ON HIGHEST POINT OF RIDGE.
 CA1011'
 CA1011'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CA1011
 CA1011                          STATION RECOVERY (1937)
 CA1011
 CA1011'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1011'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CA1011'DESCRIPTION FOR LOCATING STATION IS ADEQUATE.  BLAZED TRIANGLE
 CA1011'ON 6-INCH OAK WAS ALSO FOUND AS DESCRIBED.  THE POINT AT WHICH
 CA1011'TO TURN S ON THE 1.2 MILES CALL IS ABOUT 0.3 MILE W FROM THE
 CA1011'PARKS HOME AND NOT IMMEDIATELY AT THE HOUSE AS THE ORIGINAL
 CA1011'DESCRIPTION SAYS.
 CA1011
 CA1011                          STATION RECOVERY (1957)
 CA1011
 CA1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 CA1011'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 CA1011'AS DESCRIBED IN THE 1935 DESCRIPTION.  ALL OF THE MARKS ARE IN
 CA1011'GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE FOR
 CA1011'RECOVERY.
 CA1011
 CA1011                          STATION RECOVERY (1958)
 CA1011
 CA1011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CA1011'RECOVERED BY USGS IN 1958--STATION AND REFERENCE MARKS IN GOOD
 CA1011'CONDITION.  NEW DESCRIPTION, 1958, FOLLOWS
 CA1011'TO REACH THE STATION FROM THE STORE AT CHAPPEL IN SAN SABA COUNTY, GO
 CA1011'S. 0.6 MI. TO A T-RD. AT THE S. SIDE OF THE CHAPPEL CEMETERY, TURN
 CA1011'LEFT (S.) AND DRIVE 0.8 MI. TO A YELLOW RANCH HOUSE ON RIGHT, PASS
 CA1011'THROUGH A CATTLEGUARD AND TURN LEFT OFF MAIN RD., PASS THROUGH A RED
 CA1011'PLANK GATE, THENCE 0.5 MI. ALONG RANCH RD. IN A ENE. DIRECTION TO A
 CA1011'GATE, THENCE 0.3 MI. TO A GATE AT AN ABANDONED RANCH HOUSE, THENCE 0.7
 CA1011'MI. E. TO A GATE, THENCE 0.4 MI. TO A GATE ABOUT 200 FT. S. OF A CEDAR
 CA1011'POLE CORRAL, THENCE 0.1 MI. TO A Y-FORK, TURN RIGHT AND PROCEED 0.4
 CA1011'MI. TO A Y-FORK, TURN LEFT AND DRIVE 0.1 MI. TO A RED GATE IN A N-S.
 CA1011'FENCE, THENCE DRIVE 0.5 MI. ESE. UP ROCKY SLOPE ALONG PASTURE RD. AND
 CA1011'PARK TRUCK.  PACK N. TO HIGH POINT OF BRUSHY HILL AND STATION.  A
 CA1011'TOTAL DRIVE OF 3.0 MI. SHOULD BE REGISTERED FROM THE YELLOW RANCH
 CA1011'HOUSE, GENERALLY E.  STATION IS ON LAND OWNED BY MR. LIVELY WHO LIVES
 CA1011'IN YELLOW RANCH HOUSE MENTIONED ABOVE.
 CA1011'STATION MARK--STANDARD BRONZE DISK SET IN AN IRREGULAR MASS OF
 CA1011'CONCRETE.
 CA1011
 CA1011                          STATION RECOVERY (1967)
 CA1011
 CA1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1011'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CA1011'DUE TO CHANGES IN ROADS A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CA1011'
 CA1011'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW BUT PROMINENT
 CA1011'RIDGE ABOUT 16 MILES SOUTHEAST OF SAN SABA, 2-3/4 MILES SOUTHEAST
 CA1011'OF THE SMALL VILLAGE OF CHAPPEL AND 4-3/4 MILES SOUTH-SOUTHWEST OF
 CA1011'THE SMALL VILLAGE OF BEND, ON LAND OWNED BY MESSRS. HARRY SHAPIRO
 CA1011'AND RUBEN SENTERFITT, BOTH OF SAN SABA, TEXAS.
 CA1011'
 CA1011'TO REACH THE STATION FROM THE POST OFFICE IN BEND FOLLOW RANCH ROAD
 CA1011'580 SOUTHWESTERLY FOR 1.4 MILES TO THE JUNCTION OF RANCH ROAD 501
 CA1011'ON THE LEFT.  TURN LEFT AND FOLLOW RANCH ROAD 501 SOUTHWESTERLY
 CA1011'FOR 2.65 MILES TO A SIDE ROAD LEFT AT THE TOP OF A LOW RIDGE AND A
 CA1011'HOUSE ON THE RIGHT.  TURN LEFT, EAST, ON GRAVELED ROAD FOR 0.65 MILE
 CA1011'TO A SIDE ROAD RIGHT.  TURN RIGHT, PASSING THROUGH TWO CATTLEGUARDS,
 CA1011'FOR 0.1 MILE TO A FORK JUST BEFORE REACHING RANCH HOUSE.  TAKE
 CA1011'RIGHT FORK AND FOLLOW RANCH ROAD 2.55 MILES TO DIM FORK ON THE
 CA1011'RIGHT (ABOUT 0.5 MILE BEFORE REACHING A RANCH HOUSE).  TAKE DIM FORK
 CA1011'RIGHT AND FOLLOW TRACK ROAD SOUTHERLY FOR 0.45 MILE TO A GATE.  PASS
 CA1011'THROUGH GATE AND CONTINUE SOUTHERLY ON TRACK ROAD FOR 0.8 MILE TO A
 CA1011'WINDMILL AND CONCRETE WATER TANK ON THE LEFT.  CONTINUE ON TRACK ROAD,
 CA1011'SOUTHWESTERLY, FOR 0.3 MILE TO A 16-INCH TREE WITH A TRIANGLE BLAZE ON
 CA1011'THE RIGHT.  AT THIS POINT LEAVE TRACK ROAD AND TURN RIGHT AND PICK WAY
 CA1011'THROUGH BRUSH FOR 0.3 MILE TO THE HIGHEST POINT OF RIDGE AND STATION.
 CA1011'
 CA1011'THE STATION MARK IS A STANDARD DISK, STAMPED PARKS 1935, SET IN THE
 CA1011'TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND SURFACE.
 CA1011'IT IS 10.4 FEET EAST OF A CAIRN WITH A 2X4 INCH POLE.
 CA1011'
 CA1011'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PARKS NO 1 1935, CEMENTED
 CA1011'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES.  IT IS 138 FEET
 CA1011'NORTHEAST OF THE CAIRN.
 CA1011'
 CA1011'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PARKS NO 2 1935, CEMENTED
 CA1011'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4 INCHES.  IT IS 125 FEET
 CA1011'SOUTHEAST OF THE CAIRN.
 CA1011'
 CA1011'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PARKS NO 3 1935, CEMENTED
 CA1011'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 CA1011'IS 90 FEET SOUTHWEST OF THE CAIRN.
 CA1011'
 CA1011'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0831 ***********************************************************************
 BP0831  DESIGNATION -  PARKS
 BP0831  PID         -  BP0831
 BP0831  STATE/COUNTY-  TX/PECOS
 BP0831  USGS QUAD   -  BOOTLEG CANYON (1969)
 BP0831
 BP0831                         *CURRENT SURVEY CONTROL
 BP0831  ___________________________________________________________________
 BP0831* NAD 83(1993)-  30 56 44.76602(N)    102 28 24.68672(W)     ADJUSTED  
 BP0831* NAVD 88     -       931.     (meters)    3054.     (feet)  SCALED    
 BP0831  ___________________________________________________________________
 BP0831  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BP0831  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BP0831
 BP0831  HORZ ORDER  -  THIRD
 BP0831
 BP0831.The horizontal coordinates were established by classical geodetic methods
 BP0831.and adjusted by the National Geodetic Survey in February 1996..
 BP0831
 BP0831.The orthometric height was scaled from a topographic map.
 BP0831
 BP0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0831
 BP0831.The geoid height was determined by GEOID03.
 BP0831
 BP0831;                    North         East     Units Scale Factor Converg.
 BP0831;SPC TX C     - 3,143,761.734   495,523.783   MT  0.99988221   -1 06 08.4
 BP0831;SPC TX C     -10,314,158.29  1,625,730.94   sFT  0.99988221   -1 06 08.4
 BP0831;UTM  13      - 3,426,329.324   741,366.217   MT  1.00031868   +1 17 59.3
 BP0831
 BP0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0831!SPC TX C     -   0.99985742  x   0.99988221  =   0.99973965
 BP0831!UTM  13      -   0.99985742  x   1.00031868  =   1.00017606
 BP0831
 BP0831:                Primary Azimuth Mark                     Grid Az
 BP0831:SPC TX C     -  LIVINGSTON                               065 45 09.7
 BP0831:UTM  13      -  LIVINGSTON                               063 21 02.0
 BP0831
 BP0831|---------------------------------------------------------------------|
 BP0831| PID    Reference Object                     Distance      Geod. Az  |
 BP0831|                                                           dddmmss.s |
 BP0831| BP0826 LIVINGSTON                          APPROX.13.6 KM 0643901.3 |
 BP0831|---------------------------------------------------------------------|
 BP0831
 BP0831                          SUPERSEDED SURVEY CONTROL
 BP0831
 BP0831  NAD 83(1986)-  30 56 44.77140(N)    102 28 24.67858(W) AD(       ) 3
 BP0831  NAD 27      -  30 56 44.21838(N)    102 28 23.17178(W) AD(       ) 3
 BP0831
 BP0831.Superseded values are not recommended for survey control.
 BP0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0831.See file dsdata.txt to determine how the superseded data were derived.
 BP0831
 BP0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ4136626329(NAD 83)
 BP0831_MARKER: DB = BENCH MARK DISK
 BP0831_SETTING: 66 = SET IN ROCK OUTCROP
 BP0831_SP_SET: SET IN ROCK OUTCROP
 BP0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0831+STABILITY: POSITION/ELEVATION WELL
 BP0831
 BP0831  HISTORY     - Date     Condition        Report By
 BP0831  HISTORY     - 1920     MONUMENTED       USGS
 BP0831
 BP0831                          STATION DESCRIPTION
 BP0831
 BP0831'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 BP0831'THE STATION IS LOCATED ON A MESA 10.5  MI. AIR SW. OF GIRVIN, TEXAS,
 BP0831'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67-385 AND
 BP0831'FM 11 IN GIRVIN, TEXAS, PROCEED SW. ON U.S. HIGHWAY 67-385 FOR 7.0 MI.
 BP0831'TO A SIDE RD. TO MR. WOODWARDS RANCH, TURN LEFT S. FOR 1.7 MI. TO A
 BP0831'Y-RD., TAKE RIGHT FORK FOR 0.8 MI. TO A Y-RD., TAKE LEFT FORK PAST THE
 BP0831'FIRST BUILDING 0.1 MI. TO A Y-RD., TAKE RIGHT FORK 1.9 MI. CLIMBING
 BP0831'UP A STEEP GRADE RD. TO A Y-RD., TAKE RIGHT FORK FOR 1.0 MI. THEN TURN
 BP0831'RIGHT W. CROSS COUNTRY TO HIGH AREA FOR 0.3 MI. TO STATION SITE.
 BP0831'
 BP0831'STATION MARK - A USGS ALUMINUM BENCH MARK TABLET STAMPED --- PARKS
 BP0831'1920, 1969 --- AND SET IN ROCK WHICH PROJECTS 0.3 FT.ABOVE THE GROUND.
 BP0831'
 BP0831'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0973 ***********************************************************************
 EN0973  DESIGNATION -  PARNELL
 EN0973  PID         -  EN0973
 EN0973  STATE/COUNTY-  TX/HALL
 EN0973  USGS QUAD   -  BLUE TANK CANYON (1981)
 EN0973
 EN0973                         *CURRENT SURVEY CONTROL
 EN0973  ___________________________________________________________________
 EN0973* NAD 83(1993)-  34 29 02.20530(N)    100 42 56.29604(W)     ADJUSTED  
 EN0973* NAVD 88     -       687.9    (meters)    2257.     (feet)  VERTCON   
 EN0973  ___________________________________________________________________
 EN0973  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 EN0973  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 EN0973
 EN0973  HORZ ORDER  -  THIRD
 EN0973
 EN0973.The horizontal coordinates were established by classical geodetic methods
 EN0973.and adjusted by the National Geodetic Survey in February 1996..
 EN0973
 EN0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0973
 EN0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0973
 EN0973.The geoid height was determined by GEOID03.
 EN0973
 EN0973;                    North         East     Units Scale Factor Converg.
 EN0973;SPC TX N     - 1,053,974.950   272,051.932   MT  1.00004263   +0 27 16.4
 EN0973;SPC TX N     - 3,457,916.15    892,557.05   sFT  1.00004263   +0 27 16.4
 EN0973;UTM  14      - 3,817,152.707   342,460.177   MT  0.99990592   -0 58 17.6
 EN0973
 EN0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0973!SPC TX N     -   0.99989642  x   1.00004263  =   0.99993904
 EN0973!UTM  14      -   0.99989642  x   0.99990592  =   0.99980235
 EN0973
 EN0973                          SUPERSEDED SURVEY CONTROL
 EN0973
 EN0973  NAD 83(1993)-  34 29 02.20638(N)    100 42 56.29467(W) AD(       ) 3
 EN0973  NAD 83(1986)-  34 29 02.21073(N)    100 42 56.28880(W) AD(       ) 3
 EN0973  NGVD 29 (01/19/93)  687.6    (m)         2256.     (f) VERT ANG       
 EN0973
 EN0973.Superseded values are not recommended for survey control.
 EN0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0973.See file dsdata.txt to determine how the superseded data were derived.
 EN0973
 EN0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4246017153(NAD 83)
 EN0973_MARKER: DD = SURVEY DISK
 EN0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0973+STABILITY: SURFACE MOTION
 EN0973
 EN0973  HISTORY     - Date     Condition        Report By
 EN0973  HISTORY     - 1955     MONUMENTED       USGS
 EN0973
 EN0973                          STATION DESCRIPTION
 EN0973
 EN0973'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 EN0973'STATION IS LOCATED ABOUT 7.0 MI. SW. OF PARNELL, 11.0 MI. AIRLINE NE.
 EN0973'OF TURKEY, 0.1 MI. N. OF STATE HIGHWAY 86 ON THE HIGHEST POINT OF A
 EN0973'MESQUITE COVERED POINT.
 EN0973'
 EN0973'TO REACH FROM THE POST OFFICE IN TURKEY, GO E. ON STATE HIGHWAY 86 FOR
 EN0973'13.2 MI. TO TRACK RD. N., GO LEFT (N.) PASS THROUGH WIRE GATE AND
 EN0973'DRIVE ACROSS COUNTRY TO NW. FOR 0.1 MI. TO TOP OF HILL AND STATION.
 EN0973'
 EN0973'STATION MARK--A STANDARD TABLET STAMPED---PARNELL 1955---, SET IN
 EN0973'TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FT. ABOVE GROUND.
 EN0973'
 EN0973'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---PARNELL
 EN0973'NO. 1 1955---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FT.
 EN0973'ABOVE GROUND, 142.04 FT. FROM STATION MARK BEARING N 8 50 E.
 EN0973'
 EN0973'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---PARNELL
 EN0973'NO. 2 1955---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FT.
 EN0973'ABOVE GROUND, 150.12 FT. FROM STATION MARK BEARING S 83 51 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1234 ***********************************************************************
 AJ1234  DESIGNATION -  PARR
 AJ1234  PID         -  AJ1234
 AJ1234  STATE/COUNTY-  TX/DUVAL
 AJ1234  USGS QUAD   -  ROSITA (1968)
 AJ1234
 AJ1234                         *CURRENT SURVEY CONTROL
 AJ1234  ___________________________________________________________________
 AJ1234* NAD 83(1993)-  27 48 35.20909(N)    098 25 04.48068(W)     ADJUSTED  
 AJ1234* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 AJ1234  ___________________________________________________________________
 AJ1234  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AJ1234  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AJ1234
 AJ1234  HORZ ORDER  -  FIRST
 AJ1234
 AJ1234.The horizontal coordinates were established by classical geodetic methods
 AJ1234.and adjusted by the National Geodetic Survey in February 1996..
 AJ1234
 AJ1234.The orthometric height was scaled from a topographic map.
 AJ1234
 AJ1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1234
 AJ1234.The geoid height was determined by GEOID03.
 AJ1234
 AJ1234;                    North         East     Units Scale Factor Converg.
 AJ1234;SPC TX S     - 5,237,449.774   308,088.484   MT  0.99999412   +0 02 14.2
 AJ1234;SPC TX S     -17,183,199.80  1,010,786.97   sFT  0.99999412   +0 02 14.2
 AJ1234;UTM  14      - 3,076,266.926   557,333.177   MT  0.99964057   +0 16 17.7
 AJ1234
 AJ1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1234!SPC TX S     -   0.99997705  x   0.99999412  =   0.99997117
 AJ1234!UTM  14      -   0.99997705  x   0.99964057  =   0.99961762
 AJ1234
 AJ1234:                Primary Azimuth Mark                     Grid Az
 AJ1234:SPC TX S     -  PEREZ                                    097 18 47.0
 AJ1234:UTM  14      -  PEREZ                                    097 04 43.5
 AJ1234
 AJ1234|---------------------------------------------------------------------|
 AJ1234| PID    Reference Object                     Distance      Geod. Az  |
 AJ1234|                                                           dddmmss.s |
 AJ1234| AJ1232 PEREZ                               APPROX.14.1 KM 0972101.2 |
 AJ1234| CV2765 PARR RM 1                            27.363 METERS 10906     |
 AJ1234| CV2764 PARR AZ MK                                         2435215.9 |
 AJ1234| CV2766 PARR RM 2                            25.245 METERS 34410     |
 AJ1234|---------------------------------------------------------------------|
 AJ1234
 AJ1234                          SUPERSEDED SURVEY CONTROL
 AJ1234
 AJ1234  NAD 83(1986)-  27 48 35.21493(N)    098 25 04.45658(W) AD(       ) 1
 AJ1234  NAD 27      -  27 48 34.13300(N)    098 25 03.41800(W) AD(       ) 1
 AJ1234
 AJ1234.Superseded values are not recommended for survey control.
 AJ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1234.See file dsdata.txt to determine how the superseded data were derived.
 AJ1234
 AJ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5733376267(NAD 83)
 AJ1234_MARKER: DS = TRIANGULATION STATION DISK
 AJ1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1234_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1234
 AJ1234  HISTORY     - Date     Condition        Report By
 AJ1234  HISTORY     - 1935     MONUMENTED       CGS
 AJ1234  HISTORY     - 1937     GOOD             CGS
 AJ1234  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AJ1234  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AJ1234
 AJ1234                          STATION DESCRIPTION
 AJ1234
 AJ1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1234'STATION IS LOCATED ABOUT 2 MILES NNE OF ROSITA SETTLEMENT
 AJ1234'AND ABOUT 11-1/4 MILES, A LITTLE W OF N OF SAN DIEGO ON A HIGH
 AJ1234'FLAT RIDGE ABOUT 3/8 MILE NE OF A NS ROAD IN BRUSH-COVERED,
 AJ1234'ROCKY PASTURE LAND OWNED BY JUDGE PARR OF SAN DIEGO.  IT IS
 AJ1234'THE HIGHEST GROUND WITHIN SEVERAL MILES.
 AJ1234'
 AJ1234'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AJ1234'IN CONCRETE.
 AJ1234'
 AJ1234'STATION IS 42 FEET W OF NE-SW FENCE LINE, 240 FEET NW OF
 AJ1234'FENCE CORNER.
 AJ1234'
 AJ1234'REFERENCE MARK NO. 1 IS ESE OF STATION IN FENCE LINE.
 AJ1234'
 AJ1234'REFERENCE MARK NO. 2 IS S OF STATION IN FENCE LINE.
 AJ1234'
 AJ1234'AZIMUTH MARK IS 0.5 MILE W OF STATION AT END OF TRUCK TRAVEL
 AJ1234'MENTIONED IN DESCRIPTION, 20 FEET W OF CENTER LINE OF ROAD
 AJ1234'LEADING TO STATION.
 AJ1234'
 AJ1234'HEIGHT OF LIGHT ABOVE STATION MARK - 17 METERS.
 AJ1234
 AJ1234                          STATION RECOVERY (1937)
 AJ1234
 AJ1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 AJ1234'STATION RECOVERED AS DESCRIBED.
 AJ1234'
 AJ1234'TO REACH FROM SAN DIEGO, GO W FROM THE POST OFFICE ON GRADED
 AJ1234'HIGHWAY 55 TOWARD FREER FOR 10.0 MILES TO A SMALL SCHOOLHOUSE
 AJ1234'ON THE LEFT OF THE ROAD.  THEN CONTINUE W ON HIGHWAY FOR 0.7
 AJ1234'MILE.  TURN RIGHT OFF THE HIGHWAY AND GO NNE ON A GRADED ROAD
 AJ1234'1.5 MILES TO THE AZIMUTH MARK AT THE LEFT OF THE ROAD.  THEN
 AJ1234'BEAR RIGHT OFF THE ROAD AND GO E CROSS COUNTRY THRU THE BRUSH
 AJ1234'ABOUT 3/8 MILE TO THE HIGHEST POINT OF THE RIDGE AND THE
 AJ1234'STATION.
 AJ1234
 AJ1234                          STATION RECOVERY (1950)
 AJ1234
 AJ1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 AJ1234'STATION HAS BEEN DESTROYED.
 AJ1234'
 AJ1234'TO REACH STATION FROM POST OFFICE IN SAN DIEGO GO NORTHERLY
 AJ1234'ON U.S. HIGHWAY 59 0.124 MILE TO INTERSECTION WITH STATE
 AJ1234'HIGHWAY 44.  TURN LEFT ONTO STATE HIGHWAY 44.  GO IN THE
 AJ1234'DIRECTION OF FREER (NORTHWESTERLY) FOR A DISTANCE OF 11.728
 AJ1234'MILES TO A ROAD RIGHT.  TURN RIGHT ON THIS ROAD AND GO
 AJ1234'NORTHEASTERLY 0.15 MILE TO A SHARP LEFT TURN.  TURN LEFT AND GO
 AJ1234'0.026 MILE TO REFERENCE MARK 2.  MARK IS 22 FEET RIGHT OF
 AJ1234'CENTER LINE OF ROAD.  CONTINUE ALONG ROAD 0.030 MILE TO
 AJ1234'REFERENCE MARK 1.  MARK IS 24 FEET RIGHT OF CENTER LINE OF
 AJ1234'ROAD.
 AJ1234'
 AJ1234'AZIMUTH MARK WAS NOT RECOVERED.
 AJ1234
 AJ1234                          STATION RECOVERY (1953)
 AJ1234
 AJ1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1234'THE STATION MARK WAS RECOVERED, BUT DUE TO ROAD CHANGES THE
 AJ1234'SURFACE MARK HAS BEEN DESTROYED.  THE UNDERGROUND MARK WAS
 AJ1234'RECOVERED BUT IS IN THE SOUTHWEST EDGE OF A GRADED ROAD AND
 AJ1234'COULD NOT BE OCCUPIED.  A NEW STATION PARR 2 WAS ESTABLISHED
 AJ1234'BY THIS PARTY, AND A TRAVERSE CONNECTION WAS MADE TO IT, AND
 AJ1234'THE SUBSURFACE MARK DISK WAS REMOVED.  THE 1935 AZIMUTH MARK HAS
 AJ1234'BEEN DESTROYED.  THE 1935 REFERENCE MARKS WERE LEFT IN PLACE
 AJ1234'AND USED AS REFERENCE MARKS FOR PARR 2 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1235 ***********************************************************************
 AJ1235  DESIGNATION -  PARR 2
 AJ1235  PID         -  AJ1235
 AJ1235  STATE/COUNTY-  TX/DUVAL
 AJ1235  USGS QUAD   -  ROSITA (1968)
 AJ1235
 AJ1235                         *CURRENT SURVEY CONTROL
 AJ1235  ___________________________________________________________________
 AJ1235* NAD 83(1993)-  27 48 35.00219(N)    098 25 04.48862(W)     ADJUSTED  
 AJ1235* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 AJ1235  ___________________________________________________________________
 AJ1235  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ1235  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AJ1235
 AJ1235  HORZ ORDER  -  SECOND
 AJ1235
 AJ1235.The horizontal coordinates were established by classical geodetic methods
 AJ1235.and adjusted by the National Geodetic Survey in February 1996..
 AJ1235
 AJ1235.The orthometric height was scaled from a topographic map.
 AJ1235
 AJ1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1235
 AJ1235.The geoid height was determined by GEOID03.
 AJ1235
 AJ1235;                    North         East     Units Scale Factor Converg.
 AJ1235;SPC TX S     - 5,237,443.405   308,088.271   MT  0.99999411   +0 02 14.2
 AJ1235;SPC TX S     -17,183,178.90  1,010,786.27   sFT  0.99999411   +0 02 14.2
 AJ1235;UTM  14      - 3,076,260.559   557,332.990   MT  0.99964057   +0 16 17.7
 AJ1235
 AJ1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1235!SPC TX S     -   0.99997705  x   0.99999411  =   0.99997116
 AJ1235!UTM  14      -   0.99997705  x   0.99964057  =   0.99961762
 AJ1235
 AJ1235|---------------------------------------------------------------------|
 AJ1235| PID    Reference Object                     Distance      Geod. Az  |
 AJ1235|                                                           dddmmss.s |
 AJ1235| AJ1234 PARR                                  6.373 METERS 00157     |
 AJ1235| CV2768 PARR 2 RM 1                          26.213 METERS 09540     |
 AJ1235| CV2767 PARR 2 AZ MK                                       2782945.7 |
 AJ1235| CV2769 PARR 2 RM 2                          31.371 METERS 34744     |
 AJ1235|---------------------------------------------------------------------|
 AJ1235
 AJ1235                          SUPERSEDED SURVEY CONTROL
 AJ1235
 AJ1235  NAD 83(1986)-  27 48 35.00804(N)    098 25 04.46452(W) AD(       ) 2
 AJ1235  NAD 27      -  27 48 33.92600(N)    098 25 03.42600(W) AD(       ) 2
 AJ1235
 AJ1235.Superseded values are not recommended for survey control.
 AJ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1235.See file dsdata.txt to determine how the superseded data were derived.
 AJ1235
 AJ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5733376261(NAD 83)
 AJ1235_MARKER: DS = TRIANGULATION STATION DISK
 AJ1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1235
 AJ1235  HISTORY     - Date     Condition        Report By
 AJ1235  HISTORY     - 1953     MONUMENTED       CGS
 AJ1235
 AJ1235                          STATION DESCRIPTION
 AJ1235
 AJ1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1235'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHWEST OF SAN
 AJ1235'DIEGO, 30 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED
 AJ1235'ROAD, 4 FEET SOUTHWEST OF A FENCE LINE, AND ON TOP OF A BRUSH
 AJ1235'COVERED RIDGE.
 AJ1235'
 AJ1235'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AJ1235'AND STATE ROUTE 44 IN SAN DIEGO, GO WESTERLY ON STATE ROUTE
 AJ1235'44 FOR 11.5 MILES TO A T-ROAD RIGHT, JUST AFTER PASSING A
 AJ1235'SMALL STORE ON THE RIGHT.* TURN RIGHT AND GO NORTH AND WEST
 AJ1235'ON A GRAVELED ROAD FOR 0.15 MILE TO THE TOP OF THE HILL AND
 AJ1235'THE STATION MARK ON THE LEFT, SOUTHWEST, SIDE OF THE ROAD.
 AJ1235'*TO REACH THE AZIMUTH MARK FROM HERE.  GO WESTERLY ON STATE
 AJ1235'ROUTE 44 FOR 0.6 MILE TO A SMALL RISE AND THE MARK ON THE
 AJ1235'LEFT SIDE OF THE ROAD AS DESCRIBED.
 AJ1235'
 AJ1235'THE STATION MARK, STAMPED PARR 2 1953, IS A STANDARD DISK
 AJ1235'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AJ1235'
 AJ1235'REFERENCE MARK NO. 1, STAMPED PARR NO 1 1935, IS A STANDARD DISK
 AJ1235'SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 2 INCHES.
 AJ1235'IT IS 24 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 AJ1235'ROAD AND 2 FEET SOUTHWEST OF A FENCE LINE.
 AJ1235'
 AJ1235'REFERENCE MARK NO. 2, STAMPED PARR NO 2 1935, IS A STANDARD
 AJ1235'DISK SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS
 AJ1235'7 INCHES.  IT IS 24 FEET NORTHEAST OF THE APPROXIMATE CENTER
 AJ1235'OF A GRAVELED ROAD AND 3 FEET SOUTHWEST OF A FENCE LINE.
 AJ1235'
 AJ1235'THE AZIMUTH MARK, STAMPED PARR 1953, IS A STANDARD DISK SET
 AJ1235'IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 AJ1235'49 FEET SOUTH OF THE CENTER LINE OF STATE ROUTE 44, 4
 AJ1235'FEET SOUTH OF A WITNESS POST, 2 FEET EAST OF A TELEPHONE POLE,
 AJ1235'AND 1 FOOT NORTH OF A FENCE LINE.
 AJ1235'
 AJ1235'A TRAVERSE CONNECTION WAS MADE TO PARR 1935 SUB SURFACE MARK.
 AJ1235'THE SUB SURFACE MARK WAS THEN REMOVED AND DESTROYED.
 AJ1235'
 AJ1235'ON PROPERTY OF MR. DANIAL TOBIN JR. OF SAN DIEGO, TEXAS.
 AJ1235'
 AJ1235'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0533 ***********************************************************************
 DP0533  DESIGNATION -  PARRAMORE
 DP0533  PID         -  DP0533
 DP0533  STATE/COUNTY-  TX/KING
 DP0533  USGS QUAD   -  BOB CREEK (1978)
 DP0533
 DP0533                         *CURRENT SURVEY CONTROL
 DP0533  ___________________________________________________________________
 DP0533* NAD 83(1993)-  33 27 46.73272(N)    100 18 21.80795(W)     ADJUSTED  
 DP0533* NAVD 88     -       608.30   (+/-2cm)    1995.7    (feet)  VERTCON   
 DP0533  ___________________________________________________________________
 DP0533  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 DP0533  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DP0533
 DP0533  HORZ ORDER  -  SECOND
 DP0533  VERT ORDER  -  THIRD ? (See Below)
 DP0533
 DP0533.The horizontal coordinates were established by classical geodetic methods
 DP0533.and adjusted by the National Geodetic Survey in February 1996..
 DP0533
 DP0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0533.The vertical order pertains to the NGVD 29 superseded value.
 DP0533
 DP0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0533
 DP0533.The geoid height was determined by GEOID03.
 DP0533
 DP0533;                    North         East     Units Scale Factor Converg.
 DP0533;SPC TXNC     - 2,200,638.373   432,130.462   MT  0.99989831   -0 59 06.0
 DP0533;SPC TXNC     - 7,219,927.73  1,417,748.02   sFT  0.99989831   -0 59 06.0
 DP0533;UTM  14      - 3,703,377.840   378,630.570   MT  0.99978161   -0 43 12.9
 DP0533
 DP0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0533!SPC TXNC     -   0.99990880  x   0.99989831  =   0.99980712
 DP0533!UTM  14      -   0.99990880  x   0.99978161  =   0.99969043
 DP0533
 DP0533|---------------------------------------------------------------------|
 DP0533| PID    Reference Object                     Distance      Geod. Az  |
 DP0533|                                                           dddmmss.s |
 DP0533| CX7908 PARRAMORE RM 1                       14.604 METERS 09442     |
 DP0533| CX7909 PARRAMORE RM 2                       18.208 METERS 17016     |
 DP0533| CX7907 PARRAMORE AZ MK                                    2273430.9 |
 DP0533|---------------------------------------------------------------------|
 DP0533
 DP0533                          SUPERSEDED SURVEY CONTROL
 DP0533
 DP0533  NAD 83(1993)-  33 27 46.73490(N)    100 18 21.80852(W) AD(       ) 2
 DP0533  NAD 83(1986)-  33 27 46.73809(N)    100 18 21.80198(W) AD(       ) 2
 DP0533  NAD 27      -  33 27 46.42700(N)    100 18 20.40900(W) AD(       ) 2
 DP0533  NGVD 29 (07/19/86)  608.12   (m)         1995.1    (f) LEVELING    3  
 DP0533
 DP0533.Superseded values are not recommended for survey control.
 DP0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0533.See file dsdata.txt to determine how the superseded data were derived.
 DP0533
 DP0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7863103378(NAD 83)
 DP0533_MARKER: DS = TRIANGULATION STATION DISK
 DP0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0533
 DP0533  HISTORY     - Date     Condition        Report By
 DP0533  HISTORY     - 1935     MONUMENTED       CGS
 DP0533  HISTORY     - 1938     GOOD             TXGS
 DP0533  HISTORY     - 1958     GOOD             CGS
 DP0533  HISTORY     - 1967     GOOD             USGS
 DP0533  HISTORY     - 1967     GOOD             USGS
 DP0533
 DP0533                          STATION DESCRIPTION
 DP0533
 DP0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0533'STATION IS 11 MILES S AND 1 MILE E OF GUTHRIE AND 1/4 MILE N
 DP0533'AND 1/3 MILE E OF SW CORNER OF SEC. 112, H. AND T.C. RAILROAD
 DP0533'COMPANY, BLOCK F.  IT IS ON PASTURE LAND OWNED BY JACK N.
 DP0533'PARRAMORE, WHOSE HOME IS 3/4 MILE WSW OF STATION.
 DP0533'
 DP0533'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0533'BRONZE DISKS SET IN CONCRETE.
 DP0533'
 DP0533'REFERENCE MARK NO. 1 IS 100 FEET NW OF MOUND.
 DP0533'
 DP0533'REFERENCE MARK NO. 2 IS 25 FEET S OF MOUND.
 DP0533'
 DP0533'AZIMUTH MARK IS REACHED BY GOING ACROSS PASTURE SW FOR 0.5
 DP0533'MILE TO GATE.  MARK IS 25 FEET N OF CENTER LINE OF MAIN ROAD,
 DP0533'20 FEET W OF CENTER LINE ENTRANCE TO GATE.
 DP0533'
 DP0533'TO REACH THE STATION FROM THE COURTHOUSE IN ASPERMONT, GO N
 DP0533'ON STATE HIGHWAY 4 FOR 13.35 MILES TO NEW CONCRETE BRIDGE OVER
 DP0533'SALT FORK OF BRAZOS RIVER, CONTINUE 8.55 MILES AND TURN LEFT
 DP0533'(W) ON T-ROAD (GRADED) FOR 0.2 MILE TO CATTLE GUARD.  CONTINUE
 DP0533'ON MAIN ROAD 1.8 MILES, OR 0.9 MILE PAST EARTH TANK ON RIGHT (N)
 DP0533'SIDE OF ROAD, THENCE RIGHT (N) THROUGH GATE JUST BEFORE
 DP0533'REACHING CATTLE GUARD.  STATION IS ON HIGH SANDY GRASSY HILL
 DP0533'WHICH IS 45 DEGREES E OF N, ABOUT 0.5 MILE DISTANT.  GO
 DP0533'ACROSS PASTURE 0.5 MILE TO TOP OF HILL AND STATION.  STATION
 DP0533'IS 125 FEET W OF SMALL MOUND OF EARTH, ROCK AND BUSHES OF
 DP0533'PEAK OF HILL.
 DP0533'
 DP0533'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0533
 DP0533                          STATION RECOVERY (1938)
 DP0533
 DP0533'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DP0533'STATION WAS RECOVERED AS DESCRIBED.
 DP0533
 DP0533                          STATION RECOVERY (1958)
 DP0533
 DP0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0533'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DP0533'CONDITION.
 DP0533'
 DP0533'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM GUTHRIE--
 DP0533'
 DP0533'TO REACH FROM GUTHRIE, FROM THE COURT HOUSE, GO SOUTH ON U.S.
 DP0533'HIGHWAY 83 FOR 11.5 MILES TO CROSSROADS, TURN RIGHT AND GO
 DP0533'WEST FOR 1.65 MILES TO A WIRE GATE ON THE RIGHT AT A T-FENCE
 DP0533'CORNER, TURN RIGHT THROUGH WIRE GATE AND FOLLOW TRACK ROAD
 DP0533'NORTHWEST FOR 0.35 MILE TO TOP OF HILL AND STATION.
 DP0533'
 DP0533'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE WIRE GATE ON THE
 DP0533'NORTH SIDE OF THE MAIN ROAD.
 DP0533
 DP0533                          STATION RECOVERY (1967)
 DP0533
 DP0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (CFL)
 DP0533'RECOVERED IN GOOD CONDITION.
 DP0533'
 DP0533'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 DP0533'PROJECTING 0.8 FEET AND STAMPED PARRAMORE 1935.
 DP0533'
 DP0533'REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 DP0533
 DP0533                          STATION RECOVERY (1967)
 DP0533
 DP0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DP0533'RECOVERED IN GOOD CONDITION AS DESCRIBED BY NGS IN QUAD 33100-2,
 DP0533'STATION 1006.
 DP0533'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 DP0533'PROJECTING 0.8 FT. AND STAMPED---PARRAMORE 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0607 ***********************************************************************
 DP0607  DESIGNATION -  PARRISH
 DP0607  PID         -  DP0607
 DP0607  STATE/COUNTY-  TX/CROSBY
 DP0607  USGS QUAD   -  FLOYDADA SE (1965)
 DP0607
 DP0607                         *CURRENT SURVEY CONTROL
 DP0607  ___________________________________________________________________
 DP0607* NAD 83(1993)-  33 49 08.32535(N)    101 22 21.27992(W)     ADJUSTED  
 DP0607* NAVD 88     -       951.6    (meters)    3122.     (feet)  VERTCON   
 DP0607  ___________________________________________________________________
 DP0607  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DP0607  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DP0607
 DP0607  HORZ ORDER  -  FIRST
 DP0607
 DP0607.The horizontal coordinates were established by classical geodetic methods
 DP0607.and adjusted by the National Geodetic Survey in February 1996..
 DP0607
 DP0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0607
 DP0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0607
 DP0607.The geoid height was determined by GEOID03.
 DP0607
 DP0607;                    North         East     Units Scale Factor Converg.
 DP0607;SPC TXNC     - 2,242,313.916   334,099.116   MT  0.99996215   -1 34 00.1
 DP0607;SPC TXNC     - 7,356,658.24  1,096,123.52   sFT  0.99996215   -1 34 00.1
 DP0607;UTM  14      - 3,744,616.392   280,409.851   MT  1.00019448   -1 19 15.7
 DP0607
 DP0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0607!SPC TXNC     -   0.99985473  x   0.99996215  =   0.99981688
 DP0607!UTM  14      -   0.99985473  x   1.00019448  =   1.00004918
 DP0607
 DP0607:                Primary Azimuth Mark                     Grid Az
 DP0607:SPC TXNC     -  FLOYDADA RAD STA KFLD MST                007 25 47.4
 DP0607:UTM  14      -  FLOYDADA RAD STA KFLD MST                007 11 03.0
 DP0607
 DP0607|---------------------------------------------------------------------|
 DP0607| PID    Reference Object                     Distance      Geod. Az  |
 DP0607|                                                           dddmmss.s |
 DP0607| DP0605 FLOYDADA RAD STA KFLD MST           APPROX.16.7 KM 0055147.3 |
 DP0607| DP0603 FLOYDADA EAST MUNICIPAL TANK        APPROX.19.0 KM 0102119.2 |
 DP0607| DP0602 FLOYDADA PANHANDLE COMP CO TK       APPROX.17.7 KM 0142142.6 |
 DP0607| CJ7249 PARRISH RM 1                         33.891 METERS 03218     |
 DP0607| CJ7250 PARRISH RM 2                         21.227 METERS 14259     |
 DP0607| DP0594 CROSBYTON DAIRY WATER TANK          APPROX.20.1 KM 1443453.7 |
 DP0607| CJ7248 PARRISH AZ MK                                      1684859.9 |
 DP0607|---------------------------------------------------------------------|
 DP0607
 DP0607                          SUPERSEDED SURVEY CONTROL
 DP0607
 DP0607  NAD 83(1993)-  33 49 08.33024(N)    101 22 21.27698(W) AD(       ) 1
 DP0607  NAD 83(1986)-  33 49 08.33120(N)    101 22 21.27408(W) AD(       ) 1
 DP0607  NAD 27      -  33 49 08.02900(N)    101 22 19.70800(W) AD(       ) 1
 DP0607  NGVD 29 (07/28/98)  951.2    (m)         3121.     (f) VERT ANG       
 DP0607
 DP0607.Superseded values are not recommended for survey control.
 DP0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0607.See file dsdata.txt to determine how the superseded data were derived.
 DP0607
 DP0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8041044616(NAD 83)
 DP0607_MARKER: DS = TRIANGULATION STATION DISK
 DP0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0607_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0607
 DP0607  HISTORY     - Date     Condition        Report By
 DP0607  HISTORY     - 1935     MONUMENTED       CGS
 DP0607  HISTORY     - 1938     GOOD             TXHD
 DP0607  HISTORY     - 1950     GOOD             CGS
 DP0607  HISTORY     - 1958     GOOD             CGS
 DP0607  HISTORY     - 1964     GOOD             CGS
 DP0607  HISTORY     - 1964     GOOD             NGS
 DP0607
 DP0607                          STATION DESCRIPTION
 DP0607
 DP0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0607'STATION IS LOCATED ON PROPERTY OF CHESTER PARRISH, 2 MILES
 DP0607'NNW OF CONE, 10 MILES N OF E OF RALLS AND 13.5 MILES NNW OF
 DP0607'CROSBYTON.  IT IS 10 FEET NE OF A NW-SE FENCE AT SW EDGE OF
 DP0607'BARNYARD, AND 105 FEET S OF S FENCE OF CORRAL.
 DP0607'
 DP0607'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0607'BRONZE DISKS SET IN CONCRETE.
 DP0607'
 DP0607'REFERENCE MARK NO. 1 IS SET AT NW FENCE CORNER AT W END OF
 DP0607'FENCE ALONG S SIDE OF BARNYARD.
 DP0607'
 DP0607'REFERENCE MARK NO. 2 IS SET AT SW CORNER OF GRANARY WHICH IS
 DP0607'IN APPROXIMATE CENTER OF BARNYARD.
 DP0607'
 DP0607'AZIMUTH MARK IS ABOUT 0.6 MILE SSE OF STATION, 30 FEET W OF
 DP0607'CENTER LINE OF ROAD, AND 5 FEET N OF A POWER LINE POLE.  REACHED
 DP0607'FROM ENTRANCE OF LANE TO MR. PARRISHS HOUSE BY GOING S ON MAIN
 DP0607'ROAD 0.6 MILE.
 DP0607'
 DP0607'TO REACH THE STATION FROM METHODIST CHURCH IN RALLS, GO N FOR
 DP0607'8 MILES AND TURN RIGHT (E) ON CROSS ROAD AT BRICK SCHOOL ON
 DP0607'RIGHT IN CONE.  GO 1 MILE AND TURN LEFT (N) ON JOG CROSS
 DP0607'ROAD (FLOYDADA ROAD).  GO 1.4 MILES AND TURN LEFT INTO LANE
 DP0607'LEADING TO MR. PARRISHS HOUSE AND STATION IN BARNYARD.
 DP0607'
 DP0607'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0607
 DP0607                          STATION RECOVERY (1938)
 DP0607
 DP0607'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0607'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DP0607'GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 DP0607'MARK.
 DP0607
 DP0607                          STATION RECOVERY (1950)
 DP0607
 DP0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 DP0607'STATION AND R.M.S 1 AND 2 RECOVERED IN GOOD CONDITION.  DESCRIPTION
 DP0607'GOOD.
 DP0607
 DP0607                          STATION RECOVERY (1958)
 DP0607
 DP0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DP0607'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DP0607'CONDITION.  FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--
 DP0607'
 DP0607'TO REACH FROM CONE, FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 DP0607'FARM ROAD 1063, GO NORTH ON U.S. 62 FOR 1.0 MILE TO A SIDE
 DP0607'ROAD RIGHT, TURN RIGHT AND GO EAST FOR 1.0 MILE TO A
 DP0607'T-INTERSECTION, (AZIMUTH MARK IS 0.1 MILE SOUTH ON WEST SIDE OF
 DP0607'ROAD), TURN LEFT AND GO NORTH FOR 0.5 MILE TO A FARM
 DP0607'DRIVEWAY ON THE LEFT, TURN LEFT AND GO WEST FOR 0.1
 DP0607'MILE TO BARN LOT AND STATION.
 DP0607'
 DP0607'THE STATION MARK IS ABOUT DUE SOUTH OF A BARN AND 2 FEET
 DP0607'OUTSIDE OF THE LOT FENCE.  R.M. NO. 1 IS IN OPEN LOT AND
 DP0607'R.M. NO. 2 IS AT THE WEST SIDE OF A WIRE GATE LEADING TO
 DP0607'A CULTIVATED FIELD.
 DP0607'
 DP0607'THE DISTANCES GIVEN TO THE REFERENCE MARKS, IN THE ORIGINAL
 DP0607'DESCRIPTION, WERE REVERSED.  R.M. NO. 1 IS 111.19 FEET FROM
 DP0607'THE STATION AND R.M. NO. 2 IS 69.62 FEET.
 DP0607
 DP0607                          STATION RECOVERY (1964)
 DP0607
 DP0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0607'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 DP0607'CONDITION.  A DIFFERENCE IN THE DIRECTION TO THE AZIMUTH MARK
 DP0607'WAS FOUND AND NOTED IN THE FIELD.  A NEW AND COMPLETE DESCRIPTION
 DP0607'FOLLOWS--
 DP0607'
 DP0607'THE STATION IS LOCATED ABOUT 14 MILES EAST SOUTHEAST OF PETERSBURG,
 DP0607'10-3/4 MILES SOUTH SOUTHWEST OF FLOYDADA, 1-3/4 MILES NORTH
 DP0607'NORTHWEST OF CONE ON PROPERTY OWNED BY CLINTON DENNING.
 DP0607'
 DP0607'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62
 DP0607'AND 70 IN THE SOUTHWEST PART OF FLOYDADA, GO SOUTHWEST THENCE
 DP0607'SOUTH ON U.S. HIGHWAY 62 TOWARD RALLS FOR 8.1 MILES TO TEXAS
 DP0607'FARM ROAD 54 ON THE RIGHT, CONTINUE AHEAD FOR 0.4 MILE
 DP0607'TO A BLADED ROAD FORKING TO THE LEFT.  FOLLOW THIS BLADED
 DP0607'ROAD SOUTH FOR 3.2 MILES TO CLINTON DENNINGS DRIVEWAY ON
 DP0607'THE RIGHT.  TURN RIGHT INTO THE DRIVEWAY AND GO 0.1 MILE,
 DP0607'PASSING TO THE RIGHT OF A GARAGE, TO A METAL GATE.  PASS
 DP0607'THROUGH THE GATE AND CONTINUE WEST TO THE SOUTHWEST EDGE OF
 DP0607'THE BARNYARD AND THE STATION.  TO REACH THE AZIMUTH MARK
 DP0607'FROM THE ENTRANCE OF THE DRIVEWAY, CONTINUE SOUTH ON THE
 DP0607'BLADED ROAD FOR 0.65 MILES TO THE THIRD POWER LINE POLE
 DP0607'SOUTH OF A SIDE ROAD RIGHT AND THE MARK ON THE RIGHT.
 DP0607'
 DP0607'THE STATION MARK IS A STANDARD DISK, STAMPED PARRISH 1935,
 DP0607'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 DP0607'DIAMETER, AND FLUSH WITH THE GROUND.  IT IS 106.8 FEET SOUTH
 DP0607'OF THE SOUTHWEST CORNER OF A CORRAL FENCE, 3.2 FEET SOUTH OF A
 DP0607'FENCE CORNER POST, 3.2 FEET SOUTH OF A WITNESS POST AND 1.7
 DP0607'FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE.
 DP0607'
 DP0607'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PARRISH NO 1 1935,
 DP0607'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 DP0607'DIAMETER, AND PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS 50.4
 DP0607'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TENANT HOUSE, 35
 DP0607'FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE CORRAL FENCE
 DP0607'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 DP0607'
 DP0607'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PARRISH NO 2 1935,
 DP0607'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 DP0607'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS AT THE SOUTH EDGE
 DP0607'OF THE BARNYARD, 2.2 FEET NORTHEAST OF A FENCE CORNER POST AND AT
 DP0607'ABOUT THE SAME ELEVATION AS THE STATION.
 DP0607'
 DP0607'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PARRISH AZI 1935,
 DP0607'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 DP0607'INCHES ABOVE THE GROUND.  IT IS 30 FEET WEST OF THE CENTER OF THE
 DP0607'ROAD, 5 FEET NORTH OF A POWER LINE POLE AND 1.8 FEET SOUTH OF
 DP0607'A WITNESS POST.
 DP0607'
 DP0607'NOTE--REFERENCE MARK 1 AND 2 WERE REVERSED IN THE 1935 DESCRIPTION.
 DP0607'
 DP0607'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DP0607
 DP0607                          STATION RECOVERY (1964)
 DP0607
 DP0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DP0607'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33101-1, STATION 1009.
 DP0607'REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION,
 DP0607'BY USGS 1962.
 DP0607'RECOVERY BY NGS, 1964--THE STATION WAS RECOVERED AND ALL MARKS WERE
 DP0607'FOUND IN GOOD CONDITION.
 DP0607'STATION MARK--STANDARD USC AND GS DISK STAMPED---PARRISH, 1935---, SET
 DP0607'IN CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1669 ***********************************************************************
 AB1669  DESIGNATION -  PARRITA
 AB1669  PID         -  AB1669
 AB1669  STATE/COUNTY-  TX/KENEDY
 AB1669  USGS QUAD   -  LOS AMIGOS WINDMILL (1975)
 AB1669
 AB1669                         *CURRENT SURVEY CONTROL
 AB1669  ___________________________________________________________________
 AB1669* NAD 83(1993)-  26 46 06.46494(N)    097 36 09.25457(W)     ADJUSTED  
 AB1669* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 AB1669  ___________________________________________________________________
 AB1669  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AB1669  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AB1669
 AB1669  HORZ ORDER  -  SECOND
 AB1669
 AB1669.The horizontal coordinates were established by classical geodetic methods
 AB1669.and adjusted by the National Geodetic Survey in February 1996..
 AB1669
 AB1669.The orthometric height was scaled from a topographic map.
 AB1669
 AB1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1669
 AB1669.The geoid height was determined by GEOID03.
 AB1669
 AB1669;                    North         East     Units Scale Factor Converg.
 AB1669;SPC TX S     - 5,122,387.118   389,246.538   MT  0.99990298   +0 24 26.8
 AB1669;SPC TX S     -16,805,698.40  1,277,053.02   sFT  0.99990298   +0 24 26.8
 AB1669;UTM  14      - 2,961,553.952   638,937.282   MT  0.99983831   +0 37 46.1
 AB1669
 AB1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1669!SPC TX S     -   1.00000076  x   0.99990298  =   0.99990374
 AB1669!UTM  14      -   1.00000076  x   0.99983831  =   0.99983907
 AB1669
 AB1669|---------------------------------------------------------------------|
 AB1669| PID    Reference Object                     Distance      Geod. Az  |
 AB1669|                                                           dddmmss.s |
 AB1669| CV2770 PARRITA RM 1                         20.001 METERS 17858     |
 AB1669| AB1670 NORIAS RANCH SILO                   APPROX. 9.8 KM 2713505.4 |
 AB1669| AB1693 BROWNSVILLE FT WORTH AWY BCN 7      APPROX.17.3 KM 2775330.8 |
 AB1669| CV2771 PARRITA RM 2                         19.102 METERS 31541     |
 AB1669| AB1665 TAJOS                               APPROX.15.3 KM 3514940.2 |
 AB1669|---------------------------------------------------------------------|
 AB1669
 AB1669                          SUPERSEDED SURVEY CONTROL
 AB1669
 AB1669  NAD 83(1986)-  26 46 06.47866(N)    097 36 09.22384(W) AD(       ) 2
 AB1669  NAD 27      -  26 46 05.26800(N)    097 36 08.26800(W) AD(       ) 2
 AB1669
 AB1669.Superseded values are not recommended for survey control.
 AB1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1669.See file dsdata.txt to determine how the superseded data were derived.
 AB1669
 AB1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3893761554(NAD 83)
 AB1669_MARKER: DS = TRIANGULATION STATION DISK
 AB1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1669
 AB1669  HISTORY     - Date     Condition        Report By
 AB1669  HISTORY     - 1949     MONUMENTED       CGS
 AB1669  HISTORY     - 1949     GOOD             CGS
 AB1669
 AB1669                          STATION DESCRIPTION
 AB1669
 AB1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1669'THE STATION IS LOCATED ON THE NORIAS SECTION OF THE KING
 AB1669'RANCH NEAR THE NORTH END OF A HIGH SAND RIDGE, ABOUT 10.5
 AB1669'MILES EAST-SOUTHEAST OF NORIAS, 10.75 MILES NORTH OF THE
 AB1669'KENEDY-WILLACY COUNTY LINE, 6.0 MILES EAST-SOUTHEAST OF THE
 AB1669'NORIAS RANCH HEADQUARTERS AND ABOUT 0.15 MILE EAST OF THE
 AB1669'PARRITA WINDMILL AND TANK.  IT IS STAMPED PARRITA 1949 AND
 AB1669'SET FLUSH WITH THE SURFACE OF THE GROUND.
 AB1669'
 AB1669'REFERENCE MARK NO. 1 IS NEAR THE CENTER OF A SMALL CLEARING.
 AB1669'IT IS STAMPED PARRITA NO 1 1949 AND SET FLUSH WITH THE SURFACE
 AB1669'OF THE GROUND.
 AB1669'
 AB1669'REFERENCE MARK NO. 2 IS NEAR THE NORTH EDGE OF A SMALL CLEARING,
 AB1669'5 FEET SOUTHEAST OF AN OAK TREE.  IT IS STAMPED PARRITA
 AB1669'NO 2 1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 AB1669'
 AB1669'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AB1669'NO. 2 IS 119.27 FEET.
 AB1669'
 AB1669'TO REACH THE STATION FROM NORIAS, FROM LOCKED GATE ON THE
 AB1669'EAST SIDE OF U.S. HIGHWAY 77 (KEY TO GATE MUST BE OBTAINED
 AB1669'FROM MR. EDWARD DURHAM, FOREMAN OF THE NORIAS SECTION OF THE
 AB1669'KING RANCH), PASS THROUGH GATE AND GO EAST-SOUTHEAST ON
 AB1669'HARD SURFACE ROAD FOR 5.05 MILES TO A CATTLE GUARD INTO
 AB1669'LARGE YARD SURROUNDING BUILDINGS AT RANCH, CROSS CATTLE GUARD
 AB1669'AND CONTINUE 0.15 MILE TO A FORK, TAKE LEFT FORK AND GO
 AB1669'0.1 MILE TO A TIN BARN, CONTINUE ON HARD SURFACE ROAD FOR
 AB1669'0.1 MILE TO A FORK, TAKE RIGHT FORK PASSING SEVERAL HOUSES
 AB1669'FOR 0.45 MILE TO A GATE AT THE EAST ENTRANCE TO YARD, PASS
 AB1669'THROUGH GATE AND GO 0.85 MILE TO A GATE, PASS THROUGH GATE
 AB1669'AND CONTINUE 2.3 MILES TO A FORK, TAKE LEFT FORK FOR 4.35
 AB1669'MILES TO A TRIANGLE BLAZED TREE ON RIGHT (THIS TREE IS
 AB1669'0.05 MILE BEFORE REACHING GATE), TURN LEFT OFF HARD
 AB1669'SURFACE ROAD AND GO NORTH 0.1 MILE ALONG FENCE LINE, TURN
 AB1669'RIGHT WITH FENCE FOR 0.1 MILE, THENCE LEFT ALONG WEST SIDE
 AB1669'OF FENCE LINE FOR 0.25 MILE TO A GATE ON THE RIGHT, TURN
 AB1669'LEFT ON TRACK ROAD AND GO 1.7 MILES TO A FORK, TAKE RIGHT
 AB1669'FORK FOR 0.05 MILE TO TRIANGLE BLAZED TREES ON RIGHT
 AB1669'AND LEFT (THIS IS ABOUT 0.1 MILE BEFORE REACHING GATE
 AB1669'INTO CORRAL AT WINDMILL), HERE LEAVE ROAD AND ANGLE
 AB1669'RIGHT TO TOP OF RIDGE AND STATION AS DESCRIBED.  A
 AB1669'FOUR-WHEEL DRIVE VEHICLE IS NECESSARY FOR THE LAST
 AB1669'MILEAGE.
 AB1669'
 AB1669'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB1669
 AB1669                          STATION RECOVERY (1949)
 AB1669
 AB1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1669'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AB1669'THE 1949 DESCRIPTION BY R.L. ENGDAHL IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1350 ***********************************************************************
 AW1350  DESIGNATION -  PARRS GROVE
 AW1350  PID         -  AW1350
 AW1350  STATE/COUNTY-  TX/GALVESTON
 AW1350  USGS QUAD   -  FLAKE (1994)
 AW1350
 AW1350                         *CURRENT SURVEY CONTROL
 AW1350  ___________________________________________________________________
 AW1350* NAD 83(1993)-  29 25 41.15095(N)    094 41 13.79356(W)     ADJUSTED  
 AW1350* NAVD 88     -         2.33   (+/-2cm)       7.6    (feet)  VERTCON   
 AW1350  ___________________________________________________________________
 AW1350  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW1350  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW1350
 AW1350  HORZ ORDER  -  SECOND
 AW1350  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1350
 AW1350.The horizontal coordinates were established by classical geodetic methods
 AW1350.and adjusted by the National Geodetic Survey in February 1996..
 AW1350
 AW1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1350.The vertical order pertains to the NGVD 29 superseded value.
 AW1350
 AW1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1350
 AW1350.The geoid height was determined by GEOID03.
 AW1350
 AW1350;                    North         East     Units Scale Factor Converg.
 AW1350;SPC TXSC     - 4,184,456.556 1,018,343.175   MT  0.99986456   +2 06 46.5
 AW1350;SPC TXSC     -13,728,504.55  3,341,014.23   sFT  0.99986456   +2 06 46.5
 AW1350;UTM  15      - 3,256,600.803   336,339.614   MT  0.99993051   -0 49 44.9
 AW1350
 AW1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1350!SPC TXSC     -   1.00000384  x   0.99986456  =   0.99986840
 AW1350!UTM  15      -   1.00000384  x   0.99993051  =   0.99993435
 AW1350
 AW1350|---------------------------------------------------------------------|
 AW1350| PID    Reference Object                     Distance      Geod. Az  |
 AW1350|                                                           dddmmss.s |
 AW1350| CV9259 PARRS GROVE RM 3                     47.304 METERS 01916     |
 AW1350| CV9258 PARRS GROVE RM 2                                   03135     |
 AW1350| AW5791 PARRS GROVE USE AZ MK RESET         APPROX. 1.8 KM 0542726.3 |
 AW1350| AW5782 NORTH JETTY LIGHT                   APPROX. 9.2 KM 1750956.5 |
 AW1350| AW5766 SOUTH JETTY LIGHT                   APPROX.11.1 KM 1824507.5 |
 AW1350| AW5777 GALVESTON BAY ENT CHAN FR LT        APPROX. 8.6 KM 1985957.5 |
 AW1350| AW5770 GALVESTON BAY ENT CHAN RG R LT      APPROX. 8.4 KM 2065152.3 |
 AW1350| AW5769 BOLIVAR ROADS OUTER RNG F LT        APPROX. 8.8 KM 2084644.0 |
 AW1350| AW5893 GALVESTON MUNICIPAL TANK            APPROX.15.2 KM 2133046.7 |
 AW1350| AW5875 GALVESTON WHARF CO PIER 40 TK       APPROX.18.5 KM 2221854.2 |
 AW1350| AW5768 GALVESTON ENT N SIDE RNG R BCN      APPROX. 8.7 KM 2234644.8 |
 AW1350| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX.10.3 KM 2284452.3 |
 AW1350| CV9257 PARRS GROVE RM 1                     56.655 METERS 28942     |
 AW1350|---------------------------------------------------------------------|
 AW1350
 AW1350                          SUPERSEDED SURVEY CONTROL
 AW1350
 AW1350  NAD 83(1986)-  29 25 41.16721(N)    094 41 13.77404(W) AD(       ) 2
 AW1350  NAD 27      -  29 25 40.32400(N)    094 41 13.07700(W) AD(       ) 2
 AW1350  NGVD 29 (??/??/92)    2.332  (m)            7.65   (f) ADJ UNCH    1 2
 AW1350
 AW1350.Superseded values are not recommended for survey control.
 AW1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1350.See file dsdata.txt to determine how the superseded data were derived.
 AW1350
 AW1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3634056601(NAD 83)
 AW1350_MARKER: DS = TRIANGULATION STATION DISK
 AW1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1350_STAMPING: PARRS GROVE USE ELEV 7.966 FT 1900-12-33
 AW1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1350+STABILITY: SURFACE MOTION
 AW1350
 AW1350  HISTORY     - Date     Condition        Report By
 AW1350  HISTORY     - 1932     MONUMENTED       USE
 AW1350  HISTORY     - 1937     GOOD             CGS
 AW1350  HISTORY     - 1942     GOOD             CGS
 AW1350  HISTORY     - 1947     GOOD             CGS
 AW1350  HISTORY     - 1953     GOOD             CGS
 AW1350  HISTORY     - 1956     GOOD             CGS
 AW1350  HISTORY     - 1958     GOOD             NGS
 AW1350  HISTORY     - 1960     GOOD             CGS
 AW1350  HISTORY     - 1962     GOOD             CGS
 AW1350  HISTORY     - 1962     GOOD             CGS
 AW1350  HISTORY     - 1963     GOOD             PHILIP
 AW1350  HISTORY     - 1963     GOOD             CGS
 AW1350  HISTORY     - 1965     GOOD             CGS
 AW1350  HISTORY     - 1967     GOOD             CGS
 AW1350  HISTORY     - 1977     GOOD             USCG
 AW1350  HISTORY     - 1977     GOOD             NGS
 AW1350  HISTORY     - 1978     GOOD             NGS
 AW1350  HISTORY     - 1979     GOOD             NGS
 AW1350  HISTORY     - 19990511 GOOD             USPSQD
 AW1350  HISTORY     - 20010430 GOOD             USPSQD
 AW1350  HISTORY     - 20020708 GOOD             USPSQD
 AW1350
 AW1350                          STATION DESCRIPTION
 AW1350
 AW1350'DESCRIBED BY US ENGINEERS 1932 (EOH)
 AW1350'ON BOLIVAR PENINSULA, 6 MILES NE OF BOLIVAR POINT.  IT IS ON
 AW1350'THE RANCH OF E.W. BOYT OF FANETTE, TEXAS, ABOUT 300 YARDS
 AW1350'(274.3 METERS) SE OF THE GALVESTON-PORT ARTHUR ROAD, 400
 AW1350'YARDS (365.8 METERS) E OF FLAKE RAILROAD STATION, APPROXIMATELY
 AW1350'1/3 MILE NW FROM HIGH-WATER LINE OF THE GULF.  STATION IS ON
 AW1350'FIRST PROMINENT RIDGE E OF ROAD.  SURFACE AND UNDERGROUND
 AW1350'MARKS.
 AW1350'
 AW1350'HEIGHT OF LIGHT ABOVE STATION MARK - 7.6 METERS.
 AW1350
 AW1350                          STATION RECOVERY (1937)
 AW1350
 AW1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW1350'STATION IS LOCATED ON BOLIVAR PENINSULA, ABOUT 6.4 MILES
 AW1350'NE OF BOLIVAR FERRY SLIP.  IT IS ON A SMALL RIDGE ABOUT 50
 AW1350'YARDS SE OF A SMALL BAYOU WHICH IS FILLED WITH TALL GRASS AND
 AW1350'WHICH USUALLY CONTAINS FROM 6 INCHES TO 1 FOOT OF WATER.
 AW1350'
 AW1350'THE MARK WAS IN GOOD CONDITION AND AN OLD TRIPOD WAS STANDING
 AW1350'OVER THE STATION WHEN VISITED.
 AW1350
 AW1350                          STATION RECOVERY (1942)
 AW1350
 AW1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCA)
 AW1350'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 AW1350'GOOD CONDITION.  ONE NEW REFERENCE MARK WAS ESTABLISHED.
 AW1350'A 20-FOOT WOOD TOWER WAS BUILT AT THIS TIME AND LEFT STANDING
 AW1350'
 AW1350'REFERENCE MARK 1 (1932) IS A BRONZE REFERENCE DISK SET IN A
 AW1350'CONCRETE POST.  IT IS STAMPED PARRS GROVE U.S.E. NO 1 1932 AND
 AW1350'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 AW1350'
 AW1350'REFERENCE MARK 3 (1942) IS A BRONZE REFERENCE DISK SET IN
 AW1350'A CONCRETE POST.  IT IS STAMPED PARRS GROVE U.S.E. NO 3 1942
 AW1350'AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 AW1350'
 AW1350'REFERENCE MARK 2 (1932) (AZIMUTH MARK) IS A BRONZE REFERENCE
 AW1350'DISK SET IN A CONCRETE POST.  IT IS STAMPED PARRS GROVE U.S.E.
 AW1350'NO 2 1932 AND PROJECTS ABOUT 6 INCHES.  THE MARK IS ABOUT 20
 AW1350'FEET SE OF THE CENTER LINE OF STATE HIGHWAY 87 AND JUST SW
 AW1350'OF A FARMHOUSE.
 AW1350
 AW1350                          STATION RECOVERY (1947)
 AW1350
 AW1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW1350'STATION AND ALL REFERENCE MARKS RECOVERED IN GOOD CONDITION
 AW1350'AS DESCRIBED.  STATION MARK IS STAMPED PARRS GROVE U.S.E.
 AW1350'1900-12-33.
 AW1350'
 AW1350'REFERENCE MARK 1 IS STAMPED PARRS GROVE U.S.E. NO. 1, 1900-12-33,
 AW1350'AND PROJECTS 2 INCHES.
 AW1350'
 AW1350'REFERENCE MARK 3 IS STAMPED PARRS GROVE NO. 3 1942, AND PROJECTS
 AW1350'2 INCHES ABOVE THE GROUND.
 AW1350'
 AW1350'REFERENCE MARK 2 (AZIMUTH MARK) IS STAMPED PARRS GROVE U.S.E.
 AW1350'NO. 2, 1900-12-33, AND IS FLUSH WITH THE SURFACE.  IT IS IN
 AW1350'A NE-SW FENCELINE ABOUT 335 FEET SW OF A SMALL RED TAR PAPER
 AW1350'COVERED FARMHOUSE AND 61 FEET SE OF THE CENTERLINE OF TEXAS
 AW1350'HIGHWAY 87.
 AW1350'
 AW1350'ALL MARKS ARE STANDARD U.S.C. AND G.S. BRONZE DISCS.  DISTANCES
 AW1350'WERE MEASURED AND FOUND TO BE CORRECT.
 AW1350
 AW1350                          STATION RECOVERY (1953)
 AW1350
 AW1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AW1350'0.7 MILE SOUTH ALONG AN OILED ROAD FROM THE POST OFFICE AT
 AW1350'PORT BOLIVAR, THENCE 7.0 MILES NORTHEAST ALONG STATE HIGHWAY
 AW1350'87, THENCE 0.1 MILE SOUTHEAST ALONG A PRIVATE SHELL ROAD, 168
 AW1350'YARDS NORTHEAST OF THE CENTER LINE OF THE SHELL ROAD, 175 FEET
 AW1350'SOUTHEAST OF THE SOUTHEAST EDGE OF A DITCH, 0.6 FOOT SOUTHEAST
 AW1350'OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP
 AW1350'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 AW1350'STAMPED PARRS GROVE U S E ELEV 7.966 FT 1900 - 12 - 33.
 AW1350'
 AW1350'PARRS GROVE R.M. 1 IS 120 YARDS NORTHEAST OF THE CENTER LINE OF
 AW1350'A SHELL ROAD, 185.8 FEET NORTHWEST OF TRIANGULATION STATION
 AW1350'PARRS GROVE U.S.E. 1900 - 12 - 33, 25 FEET SOUTHEAST OF THE
 AW1350'SOUTHEAST EDGE OF A DITCH, 0.6 FOOT SOUTHEAST OF A WITNESS
 AW1350'POST, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AW1350'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED PARRS
 AW1350'GROVE U S E ELEV 8.018 FT NO 1 1900 - 12 - 33.
 AW1350
 AW1350                          STATION RECOVERY (1956)
 AW1350
 AW1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 AW1350'STATION AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION AS
 AW1350'DESCRIBED BY C.R.R. 1953.
 AW1350
 AW1350                          STATION RECOVERY (1958)
 AW1350
 AW1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW1350'7.4 MI NE FROM PORT BOLIVAR.
 AW1350'ABOUT 7.3 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1350'LANDING AT PORT BOLIVAR, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG A DIRT
 AW1350'ROAD, ABOUT 170 YARDS NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD,
 AW1350'175 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A DITCH, 1 FOOT SOUTHWEST
 AW1350'OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW1350'THE GROUND.
 AW1350
 AW1350                          STATION RECOVERY (1960)
 AW1350
 AW1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW1350'STATION, R.M. 1 AND 3 RECOVERED IN GOOD CONDITION.  R.M. 2
 AW1350'APPEARS TO HAVE BEEN DESTROYED BY WIDENING AND RESURFACING
 AW1350'OF THE ROAD.  REVISED DESCRIPTION FOLLOWS.
 AW1350'
 AW1350'THE STATION IS LOCATED ON BOLIVAR PENINSULA, 7.1 MILES NORTHEAST
 AW1350'OF THE BOLIVAR FERRY SLIO, 9.0 MILES SOUTHWEST OF THE SUN OIL CO.
 AW1350'OFFICES, ALONG THE SOUTHEAST SIDE OF STATE HIGHWAY 87.  STATION
 AW1350'IS ON A LOW RIDGE, ABOUT 575 FEET SOUTH OF THE HIGHWAY, ABOUT 500
 AW1350'FEET EAST OF A SHELL ROAD RUNNING FROM THE HIGHWAY TO THE BEACH,
 AW1350'150 FEET SOUTHEAST OF A SMALL BAYOU FILLED WITH TALL GRASS
 AW1350'AND WATER, 27.0 FEET NORTH OF A POND AND 0.5 FOOT SOUTHWEST
 AW1350'OF A WITNESS POST.  A STANDARD DISK STAMPED PARRS GROVE USE
 AW1350'1900, 12, 33 ELEV. 7.966 FT. IN TOP OF A 10 INCH CONCRETE
 AW1350'MONUMENT PROJECTING 3 INCHES ABOVE GROUND.
 AW1350'
 AW1350'R.M. 1 IS 185.79 FEET, 56.630 METERS NORTHWEST OF THE STATION,
 AW1350'ON A LOW RIDGE 20.0 FEET SOUTHEAST OF THE BAYOU AND 1 FOOT
 AW1350'WEST OF A WITNESS POST.  A STANDARD DISK STAMPED NO. 1 PARRS
 AW1350'GROVE USE 1900-12-33 ELEV. 8.018 FT., IN TOP OF A CONCRETE
 AW1350'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.
 AW1350'
 AW1350'R.M. 3 IS 155.18 FEET, 47.299 METERS NORTHEAST OF THE STATION,
 AW1350'ON A SLOPE OF A LOW RIDGE.  A STANDARD DISK STAMPED PARRS
 AW1350'GROVE USE NO. 3 1942 IN TOP OF A CONCRETE MONUMENT PROJECTING
 AW1350'2 INCHES ABOVE GROUND.
 AW1350'
 AW1350'THE ANGLES AND DISTANCES BETWEEN THE STATION, R.M. 1 AND R.M.
 AW1350'3 WERE CHECKED.
 AW1350
 AW1350                          STATION RECOVERY (1962)
 AW1350
 AW1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW1350'RECOVERED IN GOOD CONDITION.  1960 DESCRIPTION IS ADEQUATE.
 AW1350
 AW1350                          STATION RECOVERY (1962)
 AW1350
 AW1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW1350'STATION RECOVERED IN GOOD CONDITION.  THE 1960 RECOVEREY NOTE
 AW1350'BY J.K.W. IS ADEQUATE.
 AW1350
 AW1350                          STATION RECOVERY (1963)
 AW1350
 AW1350'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1963 (JGM)
 AW1350'STATION FOUND IN GOOD CONDITION.
 AW1350
 AW1350                          STATION RECOVERY (1963)
 AW1350
 AW1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW1350'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE
 AW1350'1960 RECOVERY NOTE AND FOUND TO BE IN GOOD CONDITION.  THE
 AW1350'DISTANCE TO REFERENCE MARK 3 CHECKED, BUT THERE WAS A SLIGHT
 AW1350'DIFFERENCE FOUND IN THE DISTANCE TO REFERENCE MARK 1.  AN
 AW1350'AZIMUTH MARK WAS ESTABLISHED.
 AW1350'
 AW1350'THE STATION IS ON PROPERTY OF THE HELEN C. ATKINSON ESTATE.
 AW1350'
 AW1350'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AW1350'87 AND STATE HIGHWAY 124 AT THE SOUTH EDGE OF HIGH-ISLAND,
 AW1350'GO SOUTHWEST ON STATE HIGHWAY 87 FOR 15.7 MILES TO A SMALL
 AW1350'MICROWAVE MAST ON THE RIGHT, CONTINUE SOUTHWEST FOR 2.8 MILES
 AW1350'TO A TEXACO SERVICE STATION ON THE RIGHT, CONTINUE SOUTHWEST ON
 AW1350'STATE HIGHWAY 87 FOR 1.7 MILES TO A SIDE ROAD LEFT AND A SMALL
 AW1350'SIGN ON THE LEFT, SPENCER, TURN LEFT AND GO SOUTH ACROSS A
 AW1350'CATTLE GUARD FOR 0.1 MILE, TURN LEFT ON A LOW RIDGE AND GO
 AW1350'NORTHEAST FOR ABOUT 500 FEET TO THE STATION.
 AW1350'
 AW1350'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT LEADING
 AW1350'TO THE STATION, GO NORTH EAST ON STATE HIGHWAY 87 FOR 1.2
 AW1350'MILES TO A FENCE LINE AND POWER LINE LEADING SOUTH AND AZIMUTH
 AW1350'MARK ABOUT 300 FEET SOUTH IN THE FENCE LINE.
 AW1350'
 AW1350'STATION MARK, A STANDARD STATION DISK SET IN THE TOP OF A
 AW1350'10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND
 AW1350'STAMPED PARRS GROVE USE 1900, 12.33 ELEV 7.966 FT.  THE MARK
 AW1350'IS ABOUT 500 FEET EAST OF A SHELL ROAD, 150 FEET SOUTHEAST
 AW1350'OF A SMALL BAYOU AND ABOUT 575 FEET SOUTH OF STATE HIGHWAY
 AW1350'87 AND 1 FOOT WEST OF A METAL WITNESS POST.
 AW1350'
 AW1350'REFERENCE MARK 1, A STANDARD DISK SET IN THE TOP OF A 10 INCH
 AW1350'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND STAMPED
 AW1350'PARRS GROVE NO 1 1900, 12-33 ELEV 8.018 FT.  THE MARK IS
 AW1350'1 FOOT WEST OF A METAL WITNESS POST, ABOUT 30 FEET SOUTHEAST
 AW1350'OF A SMALL BAYOU AND APPROX. 355 FEET SOUTH OF STATE HIGHWAY
 AW1350'87.
 AW1350'
 AW1350'REFERENCE MARK 3, A STANDARD DISK SET IN THE TOP OF A 10 INCH
 AW1350'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND STAMPED
 AW1350'PARRS GROVE USE NO 3 1942.  THE MARK IS 43 FEET SOUTHEAST OF A
 AW1350'SMALL BAYOU AND APPROX. 485 FEET SOUTH OF STATE HIGHWAY 87.
 AW1350'
 AW1350'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 AW1350'12 INCH SQUARE CONCRETE WHICH PROJECTS ABOUT 1 INCH, IT HAS
 AW1350'AN UNDER GROUND MARK AND THE DISK IS STAMPED PARRS GROVE RESET
 AW1350'1963.  THE MARK IS 4.5 FEET WEST OF A WITNESS SIGN ON FENCE
 AW1350'POST, 3 FEET SOUTHWEST OF A NORTH AND SOUTH FENCE LINE, 79.6
 AW1350'FEET NORTHWEST OF A POWER POLE AND APPROX. 300 FEET SOUTH
 AW1350'EAST OF THE CENTER OF STATE HIGHWAY 87.
 AW1350'
 AW1350'HEIGHT OF LIGHT ABOVE STATION MARK 23.12 METERS.
 AW1350
 AW1350                          STATION RECOVERY (1965)
 AW1350
 AW1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW1350'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW1350'PREVIOUS DESCRIPTIONS ARE ADEQUATE.  THE STATION CAN BE
 AW1350'DRIVEN TO IN DRY WEATHER.
 AW1350
 AW1350                          STATION RECOVERY (1967)
 AW1350
 AW1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WPS)
 AW1350'STATION IN GOOD CONDITION.  REFERENCE AND AZIMUTH MARKS NOT
 AW1350'SEARCHED FOR.
 AW1350
 AW1350                          STATION RECOVERY (1977)
 AW1350
 AW1350'RECOVERY NOTE BY US COAST GUARD 1977 (RM)
 AW1350'PARRS GROVE USE 1900 RECOVERED GOOD.
 AW1350'
 AW1350'DISTANCE AND DIRECTION FROM NEAREST TOWN--APOX. 5 MI. FROM
 AW1350'GALVESTON.
 AW1350
 AW1350                          STATION RECOVERY (1977)
 AW1350
 AW1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW1350'STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 AW1350'RECOVERED AND FOUND IN GOOD CONDITION, AS DESCRIBED IN THE 1963
 AW1350'DESCRIPTION.
 AW1350'A NEW TO REACH FOLLOWS.
 AW1350'
 AW1350'TO REACH FROM THE POST OFFICE IN CRYSTAL BEACH GO SW ON STATE HIGHWAY
 AW1350'87 FOR 2.55 MILE TO WHERE A POWER LINE GOES TO THE SOUTH AND AZIMUTH
 AW1350'MARK ABOUT 300 FEET TO THE SOUTH.  CONTINUE SW ON STATE HIGHWAY 87
 AW1350'FOR 1.25 MILE TO A CATTLE GUARD ON THE LEFT.  TURN LEFT S AND GO
 AW1350'TO THE SECOND POWER POLE ON THE RIGHT.  TURN RIGHT AND GO ABOUT
 AW1350'500 FEET TO STATION.
 AW1350'
 AW1350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES NE
 AW1350'OF PORT BOLIVAR.
 AW1350
 AW1350                          STATION RECOVERY (1978)
 AW1350
 AW1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1350'RECOVERED IN GOOD CONDITION.
 AW1350
 AW1350                          STATION RECOVERY (1979)
 AW1350
 AW1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW1350'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3, AND AZIMUTH
 AW1350'MARK WERE RECOVERED IN GOOD CONDITION.
 AW1350'
 AW1350'RECOVERY NOTE BY RWT IN 1963 IS ADEQUATE.
 AW1350'
 AW1350'DESCRIBED--RAH
 AW1350
 AW1350                          STATION RECOVERY (1999)
 AW1350
 AW1350'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1350'RECOVERED IN GOOD CONDITION.
 AW1350
 AW1350                          STATION RECOVERY (2001)
 AW1350
 AW1350'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1350'RECOVERED IN GOOD CONDITION.
 AW1350
 AW1350                          STATION RECOVERY (2002)
 AW1350
 AW1350'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5791 ***********************************************************************
 AW5791  DESIGNATION -  PARRS GROVE USE AZ MK RESET
 AW5791  PID         -  AW5791
 AW5791  STATE/COUNTY-  TX/GALVESTON
 AW5791  USGS QUAD   -  FLAKE (1994)
 AW5791
 AW5791                         *CURRENT SURVEY CONTROL
 AW5791  ___________________________________________________________________
 AW5791* NAD 83(1993)-  29 26 14.64976(N)    094 40 20.22176(W)     ADJUSTED  
 AW5791* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AW5791  ___________________________________________________________________
 AW5791  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW5791  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW5791
 AW5791  HORZ ORDER  -  SECOND
 AW5791
 AW5791.The horizontal coordinates were established by classical geodetic methods
 AW5791.and adjusted by the National Geodetic Survey in February 1996..
 AW5791
 AW5791.The orthometric height was scaled from a topographic map.
 AW5791
 AW5791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5791
 AW5791.The geoid height was determined by GEOID03.
 AW5791
 AW5791;                    North         East     Units Scale Factor Converg.
 AW5791;SPC TXSC     - 4,185,540.451 1,019,747.820   MT  0.99986484   +2 07 12.7
 AW5791;SPC TXSC     -13,732,060.63  3,345,622.64   sFT  0.99986484   +2 07 12.7
 AW5791;UTM  15      - 3,257,611.236   337,798.133   MT  0.99992464   -0 49 19.4
 AW5791
 AW5791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5791!SPC TXSC     -   1.00000373  x   0.99986484  =   0.99986857
 AW5791!UTM  15      -   1.00000373  x   0.99992464  =   0.99992837
 AW5791
 AW5791                          SUPERSEDED SURVEY CONTROL
 AW5791
 AW5791  NAD 83(1986)-  29 26 14.66615(N)    094 40 20.20222(W) AD(       ) 2
 AW5791  NAD 27      -  29 26 13.82290(N)    094 40 19.50760(W) AD(       ) 2
 AW5791
 AW5791.Superseded values are not recommended for survey control.
 AW5791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5791.See file dsdata.txt to determine how the superseded data were derived.
 AW5791
 AW5791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3779857611(NAD 83)
 AW5791_MARKER: DS = TRIANGULATION STATION DISK
 AW5791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5791_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW5791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5791+STABILITY: SURFACE MOTION
 AW5791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5791+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW5791
 AW5791  HISTORY     - Date     Condition        Report By
 AW5791  HISTORY     - 1963     MONUMENTED       CGS
 AW5791  HISTORY     - 1979     GOOD             NGS
 AW5791  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW5791  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 AW5791  HISTORY     - 20020708 MARK NOT FOUND   USPSQD
 AW5791  HISTORY     - 20041023 GOOD             USPSQD
 AW5791
 AW5791                          STATION DESCRIPTION
 AW5791
 AW5791'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5791'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF STATION
 AW5791'PARRS GROVE USE 1900, ABOUT 300 FEET SOUTH OF STATE HIGHWAY
 AW5791'87 AND ABOUT 13 MILES SOUTHWEST OF GILCHRIST.
 AW5791'
 AW5791'THE STATION IS ON PROPERTY OF THE HELEN C. ATKINSON ESTATE.
 AW5791'
 AW5791'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AW5791'87 AND 124 AT THE SOUTH EDGE OF HIGH-ISLAND, GO SOUTHWEST
 AW5791'ON STATE HIGHWAY 87 FOR 15.7 MILES TO A SMALL MICROWAVE MAST ON
 AW5791'THE RIGHT, CONTINUE SOUTHWEST FOR 2.8 MILES TO A TEXACO SERVICE
 AW5791'STATION ON THE RIGHT, CONTINUE SOUTHWEST ON STATE HIGHWAY
 AW5791'87 FOR 0.5 MILE TO A FENCE LINE AND POWER LINE LOADING SOUTH
 AW5791'AND STATION MARK ABOUT 300 FEET SOUTH IN THE FENCE LINE.
 AW5791'
 AW5791'STATION, IS A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12 INCH
 AW5791'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH, IT HAS AN
 AW5791'UNDER GROUND MARK AND THE DISK IS STAMPED PARRS GROVE RESET 1963.
 AW5791'THE MARK IS 4.5 FEET WEST OF A WITNESS SIGN ON FENCE POST, 3
 AW5791'FEET SOUTHWEST OF A NORTH AND SOUTH FENCE LINE, 79.6 FEET
 AW5791'NORTHWEST OF A POWER POLE AND APPROX. 300 FEET SOUTHEAST OF
 AW5791'THE CENTER OF STATE HIGHWAY 87.
 AW5791
 AW5791                          STATION RECOVERY (1979)
 AW5791
 AW5791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5791'STATION WAS RECOVERED IN GOOD CONDITION.
 AW5791'
 AW5791'THE DESCRIPTION BY RWT IN 1963 IS ADEQUATE.
 AW5791'
 AW5791'DESCRIBED--RAH
 AW5791
 AW5791                          STATION RECOVERY (1999)
 AW5791
 AW5791'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5791'MARK NOT FOUND.
 AW5791
 AW5791                          STATION RECOVERY (2001)
 AW5791
 AW5791'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW5791'MARK NOT FOUND.
 AW5791
 AW5791                          STATION RECOVERY (2002)
 AW5791
 AW5791'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5791'MARK NOT FOUND.
 AW5791
 AW5791                          STATION RECOVERY (2004)
 AW5791
 AW5791'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5791'STAKE WITH ORANGE TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0954 ***********************************************************************
 EM0954  DESIGNATION -  PARSLEY
 EM0954  PID         -  EM0954
 EM0954  STATE/COUNTY-  TX/WILBARGER
 EM0954  USGS QUAD   -  RAYLAND (1983)
 EM0954
 EM0954                         *CURRENT SURVEY CONTROL
 EM0954  ___________________________________________________________________
 EM0954* NAD 83(1993)-  34 01 24.48044(N)    099 26 46.15646(W)     ADJUSTED  
 EM0954* NAVD 88     -       413.58   (+/-2cm)    1356.9    (feet)  VERTCON   
 EM0954  ___________________________________________________________________
 EM0954  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 EM0954  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 EM0954
 EM0954  HORZ ORDER  -  FIRST
 EM0954  VERT ORDER  -  THIRD ? (See Below)
 EM0954
 EM0954.The horizontal coordinates were established by classical geodetic methods
 EM0954.and adjusted by the National Geodetic Survey in February 1996..
 EM0954
 EM0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0954.The vertical order pertains to the NGVD 29 superseded value.
 EM0954
 EM0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0954
 EM0954.The geoid height was determined by GEOID03.
 EM0954
 EM0954;                    North         East     Units Scale Factor Converg.
 EM0954;SPC TXNC     - 2,261,753.517   512,613.510   MT  1.00001634   -0 30 57.7
 EM0954;SPC TXNC     - 7,420,436.33  1,681,799.49   sFT  1.00001634   -0 30 57.7
 EM0954;UTM  14      - 3,764,847.668   458,809.769   MT  0.99962091   -0 14 58.7
 EM0954
 EM0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0954!SPC TXNC     -   0.99993958  x   1.00001634  =   0.99995592
 EM0954!UTM  14      -   0.99993958  x   0.99962091  =   0.99956051
 EM0954
 EM0954:                Primary Azimuth Mark                     Grid Az
 EM0954:SPC TXNC     -  VERNON BIG MUNICIPAL TANK                048 32 40.7
 EM0954:UTM  14      -  VERNON BIG MUNICIPAL TANK                048 16 41.7
 EM0954
 EM0954|---------------------------------------------------------------------|
 EM0954| PID    Reference Object                     Distance      Geod. Az  |
 EM0954|                                                           dddmmss.s |
 EM0954| EM0943 VERNON BIG MUNICIPAL TANK           APPROX.19.6 KM 0480143.0 |
 EM0954| EM0959 PARSLEY RM 3                          8.897 METERS 05033     |
 EM0954| CX7911 PARSLEY AZ MK 2                                    0591730.8 |
 EM0954| EM0955 ZION LUTHERAN CHURCH SPIRE          APPROX. 6.4 KM 0634439.8 |
 EM0954| CX7912 PARSLEY RM 1                         24.230 METERS 21115     |
 EM0954| CX7910 PARSLEY AZ MK                                      2825846.1 |
 EM0954| CX7913 PARSLEY RM 2                         30.270 METERS 32809     |
 EM0954|---------------------------------------------------------------------|
 EM0954
 EM0954                          SUPERSEDED SURVEY CONTROL
 EM0954
 EM0954  NAD 83(1993)-  34 01 24.48078(N)    099 26 46.15643(W) AD(       ) 1
 EM0954  NAD 83(1986)-  34 01 24.48779(N)    099 26 46.14669(W) AD(       ) 1
 EM0954  NAD 27      -  34 01 24.17400(N)    099 26 44.83900(W) AD(       ) 1
 EM0954  NGVD 29 (07/19/86)  413.44   (m)         1356.4    (f) LEVELING    3  
 EM0954
 EM0954.Superseded values are not recommended for survey control.
 EM0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0954.See file dsdata.txt to determine how the superseded data were derived.
 EM0954
 EM0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5881064848(NAD 83)
 EM0954_MARKER: DS = TRIANGULATION STATION DISK
 EM0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0954_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0954
 EM0954  HISTORY     - Date     Condition        Report By
 EM0954  HISTORY     - 1935     MONUMENTED       CGS
 EM0954  HISTORY     - 1937     GOOD             TXHD
 EM0954  HISTORY     - 1940     GOOD             HUMBLE
 EM0954  HISTORY     - 1957     GOOD             CGS
 EM0954  HISTORY     - 1963     GOOD             CGS
 EM0954  HISTORY     - 1969     GOOD             CGS
 EM0954
 EM0954                          STATION DESCRIPTION
 EM0954
 EM0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0954'STATION IS LOCATED ON LAND OWNED BY MR. F.M. PARSLEY, IN THE
 EM0954'NW 1/4 OF SEC. 5, BLOCK 8, 12.5 MILES SW OF VERNON AND 1.75
 EM0954'MILES E OF THE FOARD-WILBARGER COUNTY LINE.  STATION IS ABOUT
 EM0954'0.35 MILE SW OF THE HOME OF EARNEST WILLIAMS AND 270 FEET E
 EM0954'OF CENTER LINE OF ROAD.
 EM0954'
 EM0954'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EM0954'BRONZE DISKS SET IN CONCRETE.
 EM0954'
 EM0954'REFERENCE MARK NO. 1 IS SW OF STATION.
 EM0954'
 EM0954'REFERENCE MARK NO. 2 IS NW OF STATION.
 EM0954'
 EM0954'AZIMUTH MARK IS REACHED FROM STATION BY GOING N ON SECTION
 EM0954'LINE ROAD 0.35 MILE, THENCE (W) LEFT 0.5 MILE.  MARK IS ON N
 EM0954'SIDE OF ROAD IN FENCE LINE, AND 15 FEET FROM CENTER LINE OF
 EM0954'ROAD.
 EM0954'
 EM0954'STATION IS REACHED FROM THE COURTHOUSE IN VERNON, GO W ON U.S.
 EM0954'HIGHWAY 270, FOR 13.1 MILES, THEN TURN LEFT AT OBLIQUE CROSSROADS
 EM0954'FOR 2.25 MILES OR FOR 0.35 MILE AFTER PASSING THE HOME OF
 EM0954'EARNEST WILLIAMS, ON RIGHT TO A SANDHILL, THENCE STATION IS 270
 EM0954'FEET TO THE E OF ROAD.
 EM0954'
 EM0954'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 EM0954
 EM0954                          STATION RECOVERY (1937)
 EM0954
 EM0954'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 EM0954'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  NO
 EM0954'ATTEMPT MADE TO LOCATED REFERENCE MARKS AND AZIMUTH MARK.
 EM0954'DISTANCE FROM ROAD TO STATION IS 210 FEET INSTEAD OF 270 FEET
 EM0954'AS GIVEN IN DESCRIPTION.
 EM0954
 EM0954                          STATION RECOVERY (1940)
 EM0954
 EM0954'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1940
 EM0954'RECOVERED BY HUMBLE OIL AND REFINING CO.
 EM0954'
 EM0954'AZIMUTH MARK COMPLETELY PULLED UP BY GRADER.
 EM0954
 EM0954                          STATION RECOVERY (1957)
 EM0954
 EM0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0954'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 EM0954'IN GOOD CONDITION.  THE STATION IS JUST NORTHWEST OF THE
 EM0954'HIGHEST POINT OF A BRUSH-COVERED SAND HILL.  THE AZIMUTH MARK
 EM0954'WAS NOT RECOVERED.  ALMOST ALL OF THE FENCE LINE, AT THE SITE
 EM0954'OF THE MARK, HAS BEEN COVERED BY DRIFTING SAND.  IT IS POSSIBLE
 EM0954'THAT THE MARK IS AS DESCRIBED BUT IS UNDER ABOUT 4 FEET OF SAND.
 EM0954'
 EM0954'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM LOCKETT--
 EM0954'
 EM0954'TO REACH FROM LOCKETT, FROM THE JUNCTION OF U.S. HIGHWAY 70
 EM0954'AND FARM ROAD 433, GO SOUTHWEST ON U.S. HIGHWAY 70 FOR 5.55 MILES
 EM0954'TO SURFACED FORKS, TAKE LEFT FORK ON U.S. 70 FOR 0.3 MILE TO A SIDE
 EM0954'ROAD LEFT, TURN LEFT AND GO SOUTH FOR 2.25 MILES TO STATION TO
 EM0954'LEFT (EAST) OF ROAD AS DESCRIBED.
 EM0954
 EM0954                          STATION RECOVERY (1963)
 EM0954
 EM0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 EM0954'STATION AND THE REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD
 EM0954'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 EM0954'SITE ARE CORRECT.
 EM0954
 EM0954                          STATION RECOVERY (1969)
 EM0954
 EM0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0954'RM 1 TO RM 3 OBSTRUCTED.
 EM0954'
 EM0954'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 EM0954'CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.  A
 EM0954'DIFFERENCE WAS NOTED IN THE DISTANCE TO REFERENCE MARK 1.  AZIMUTH
 EM0954'MARK NUMBER 2 AND REFERENCE MARK 3 WERE ESTABLISHED AT THIS TIME.
 EM0954'OBSERVATIONS WERE MADE FROM REFERENCE MARK 3 DUE TO A POWERLINE
 EM0954'NEAR THE STATION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 EM0954'
 EM0954'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF THALIA, 6 MILES
 EM0954'SOUTHWEST OF LOCKETT AND 3-3/4 MILES SOUTHEAST OF RAYLAND.  THE
 EM0954'PROPERTY IS OWNED BY MRS. HADAMAY HOPWOD.
 EM0954'
 EM0954'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND
 EM0954'FARM ROAD 262, IN THALIA, GO NORTH-NORTHEAST ON U. S. HIGHWAY 70 FOR
 EM0954'6.9 MILES TO A CROSSROAD, THIS IS 0.3 MILE BEFORE REACHING FARM
 EM0954'ROAD 98, TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 1.9 MILES TO A
 EM0954'CROSSROAD, (TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN
 EM0954'LEFT AND GO EAST ON A DIRT ROAD FOR 1.0 MILE TO A T-ROAD, TURN
 EM0954'RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.15 MILE TO THE MARK ON
 EM0954'THE LEFT), CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MILE TO A SIDE
 EM0954'ROAD LEFT, TURN LEFT AND GO EAST AND SOUTH ON A DIRT ROAD FOR 0.15
 EM0954'MILE TO THE HIGHEST POINT OF HILL AND THE STATION ON THE RIGHT.
 EM0954'
 EM0954'THE STATION MARK IS A STANDARD DISK STAMPED PARSLEY 1935, SET IN THE
 EM0954'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 EM0954'THE GROUND.  IT IS 50 FEET WEST OF THE CENTER OF THE DIRT ROAD, 33
 EM0954'FEET NORTHWEST OF POWER LINE POLE NUMBER SPP 75 6-30, 28.5 FEET
 EM0954'WEST-SOUTHWEST OF A METAL WITNESS POST AND 4 FEET EAST OF A WIRE
 EM0954'FENCE.
 EM0954'
 EM0954'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PARSLEY NO 1 1935, SET
 EM0954'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0954'2 INCHES.  IT IS 110.0 FEET WEST OF THE CENTER OF THE DIRT ROAD, 72
 EM0954'FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE AND 30 FEET
 EM0954'SOUTHEAST OF A WIRE FENCE.
 EM0954'
 EM0954'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PARSLEY 1935 NO 3 1969,
 EM0954'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EM0954'PROJECTS 4 INCHES.  IT IS 25 FEET NORTH OF THE POWERLINE POLE, 24
 EM0954'FEET WEST OF THE CENTER OF THE DIRT ROAD AND 4.1 FEET
 EM0954'SOUTH-SOUTHEAST OF THE METAL WITNESS POST.
 EM0954'
 EM0954'AZIMUTH MARK NUMBER 2 IS A STANDARD DISK STAMPED PARSLEY 1935 NO 2
 EM0954'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EM0954'WHICH PROJECTS 6 INCHES.  IT IS 24 FEET EAST OF THE CENTER OF THE
 EM0954'DIRT ROAD, 2.4 FEET SOUTH OF A POWER LINE POLE AND 1.3 FEET WEST OF A
 EM0954'METAL WITNESS POST.
 EM0954'
 EM0954'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-3/4 MILES
 EM0954'SOUTHEAST OF RAYLAND.
 EM0954'
 EM0954'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0959 ***********************************************************************
 EM0959  DESIGNATION -  PARSLEY RM 3
 EM0959  PID         -  EM0959
 EM0959  STATE/COUNTY-  TX/WILBARGER
 EM0959  USGS QUAD   -  RAYLAND (1983)
 EM0959
 EM0959                         *CURRENT SURVEY CONTROL
 EM0959  ___________________________________________________________________
 EM0959* NAD 83(1993)-  34 01 24.66394(N)    099 26 45.88871(W)     ADJUSTED  
 EM0959* NAVD 88     -       416.1    (meters)    1365.     (feet)  VERTCON   
 EM0959  ___________________________________________________________________
 EM0959  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 EM0959  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 EM0959
 EM0959  HORZ ORDER  -  SECOND
 EM0959
 EM0959.The horizontal coordinates were established by classical geodetic methods
 EM0959.and adjusted by the National Geodetic Survey in February 1996..
 EM0959
 EM0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0959
 EM0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0959
 EM0959.The geoid height was determined by GEOID03.
 EM0959
 EM0959;                    North         East     Units Scale Factor Converg.
 EM0959;SPC TXNC     - 2,261,759.109   512,620.430   MT  1.00001635   -0 30 57.6
 EM0959;SPC TXNC     - 7,420,454.68  1,681,822.19   sFT  1.00001635   -0 30 57.6
 EM0959;UTM  14      - 3,764,853.289   458,816.660   MT  0.99962091   -0 14 58.6
 EM0959
 EM0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0959!SPC TXNC     -   0.99993917  x   1.00001635  =   0.99995552
 EM0959!UTM  14      -   0.99993917  x   0.99962091  =   0.99956011
 EM0959
 EM0959:                Primary Azimuth Mark                     Grid Az
 EM0959:SPC TXNC     -  PARSLEY AZ MK 2                          059 51 22.4
 EM0959:UTM  14      -  PARSLEY AZ MK 2                          059 35 23.4
 EM0959
 EM0959|---------------------------------------------------------------------|
 EM0959| PID    Reference Object                     Distance      Geod. Az  |
 EM0959|                                                           dddmmss.s |
 EM0959| CX7911 PARSLEY AZ MK 2                                    0592024.8 |
 EM0959| EM0954 PARSLEY                               8.897 METERS 23033     |
 EM0959|---------------------------------------------------------------------|
 EM0959
 EM0959                          SUPERSEDED SURVEY CONTROL
 EM0959
 EM0959  NAD 83(1993)-  34 01 24.66428(N)    099 26 45.88867(W) AD(       ) 2
 EM0959  NAD 83(1986)-  34 01 24.67116(N)    099 26 45.87912(W) AD(       ) 2
 EM0959  NAD 27      -  34 01 24.35751(N)    099 26 44.57126(W) AD(       ) 2
 EM0959  NGVD 29 (07/19/86)  416.0    (m)         1365.     (f) VERT ANG       
 EM0959
 EM0959.Superseded values are not recommended for survey control.
 EM0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0959.See file dsdata.txt to determine how the superseded data were derived.
 EM0959
 EM0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5881764853(NAD 83)
 EM0959_MARKER: DR = REFERENCE MARK DISK
 EM0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0959
 EM0959  HISTORY     - Date     Condition        Report By
 EM0959  HISTORY     - 1969     MONUMENTED       CGS
 EM0959
 EM0959                          STATION DESCRIPTION
 EM0959
 EM0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0959'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF THALIA, 6 MILES
 EM0959'SOUTHWEST OF LOCKETT AND 3-3/4 MILES SOUTHEAST OF RAYLAND.  THE
 EM0959'PROPERTY IS OWNED BY MRS. HADAMAY HOPWOD.
 EM0959'
 EM0959'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND FARM
 EM0959'ROAD 262, IN THALIA, GO NORTH-NORTHEAST ON U. S. HIGHWAY 70 FOR 6.9
 EM0959'MILES TO A CROSSROAD, THIS IS 0.3 MILE BEFORE REACHING FARM ROAD
 EM0959'98, TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 1.9 MILES TO A
 EM0959'CROSSROAD, (TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT
 EM0959'AND GO EAST ON A DIRT ROAD FOR 1.0 MILE TO A T-ROAD, TURN RIGHT
 EM0959'AND GO SOUTH ON A DIRT ROAD FOR 0.15 MILE TO THE MARK ON THE
 EM0959'LEFT), CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MILE TO A SIDE ROAD
 EM0959'LEFT, TURN LEFT AND GO EAST AND SOUTH ON A DIRT ROAD FOR 0.15
 EM0959'MILE TO THE HIGHEST POINT OF HILL AND THE STATION ON THE RIGHT.
 EM0959'
 EM0959'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PARSLEY 1935 NO 3 1969,
 EM0959'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EM0959'PROJECTS 4 INCHES.  IT IS 25 FEET NORTH OF POWERLINE POLE NUMBER
 EM0959'SPP 75 6-30, 24 FEET WEST OF THE CENTER OF THE DIRT ROAD AND 4.1
 EM0959'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 EM0959'
 EM0959'PARSLEY 1935 IS A STANDARD STATION MARK DISK STAMPED PARSLEY 1935,
 EM0959'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EM0959'IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET WEST OF THE CENTER
 EM0959'OF THE DIRT ROAD, 33 FEET NORTHWEST OF THE POWERLINE POLE, 28.5
 EM0959'FEET WEST-SOUTHWEST OF THE METAL WITNESS POST AND 4 FEET EAST OF A
 EM0959'WIRE FENCE.
 EM0959'
 EM0959'AZIMUTH MARK NUMBER 2 IS A STANDARD DISK STAMPED PARSLEY 1935 NO 2
 EM0959'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EM0959'WHICH PROJECTS 6 INCHES.  IT IS 24 FEET EAST OF THE CENTER OF THE
 EM0959'DIRT ROAD, 2.4 FEET SOUTH OF A POWERLINE POLE AND 1.3 FEET WEST OF A
 EM0959'METAL WITNESS POST.
 EM0959'
 EM0959'NOTE--NO UNDERGROUND MARK WAS SET UNDER REFERENCE MARK 3.
 EM0959'
 EM0959'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2777 ***********************************************************************
 CS2777  DESIGNATION -  PARSONS
 CS2777  PID         -  CS2777
 CS2777  STATE/COUNTY-  TX/DALLAS
 CS2777  USGS QUAD   -  INDIA (1973)
 CS2777
 CS2777                         *CURRENT SURVEY CONTROL
 CS2777  ___________________________________________________________________
 CS2777* NAD 83(1993)-  32 37 10.08592(N)    096 33 36.73877(W)     ADJUSTED  
 CS2777* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 CS2777  ___________________________________________________________________
 CS2777  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 CS2777  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CS2777
 CS2777  HORZ ORDER  -  SECOND
 CS2777
 CS2777.The horizontal coordinates were established by classical geodetic methods
 CS2777.and adjusted by the National Geodetic Survey in February 1996..
 CS2777
 CS2777.The orthometric height was scaled from a topographic map.
 CS2777
 CS2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2777
 CS2777.The geoid height was determined by GEOID03.
 CS2777
 CS2777;                    North         East     Units Scale Factor Converg.
 CS2777;SPC TXNC     - 2,107,337.030   782,025.845   MT  0.99990088   +1 03 28.6
 CS2777;SPC TXNC     - 6,913,821.57  2,565,696.46   sFT  0.99990088   +1 03 28.6
 CS2777;UTM  14      - 3,611,730.754   728,917.999   MT  1.00024623   +1 18 56.7
 CS2777
 CS2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2777!SPC TXNC     -   0.99998646  x   0.99990088  =   0.99988735
 CS2777!UTM  14      -   0.99998646  x   1.00024623  =   1.00023269
 CS2777
 CS2777|---------------------------------------------------------------------|
 CS2777| PID    Reference Object                     Distance      Geod. Az  |
 CS2777|                                                           dddmmss.s |
 CS2777| CY2778 PARSONS RM 1                         29.124 METERS 02845     |
 CS2777| CS2775 NO 3 USE 1947                       230.366 METERS 04112     |
 CS2777| CS2770 SEAGOVILLE MUNICIPAL TANK           APPROX. 2.9 KM 0413506.6 |
 CS2777| CY2780 PARSONS RM 3                          9.845 METERS 06054     |
 CS2777| CY2779 PARSONS RM 2                         30.291 METERS 11947     |
 CS2777| CY2781 PARSONS RM 4                         13.717 METERS 16920     |
 CS2777| CS2779 PTS 30 USGS 1947                     33.891 METERS 17244     |
 CS2777| CS1493 Z 957                                              1955518.8 |
 CS2777| CS2771 SEAGOVILLE FED CORRECT INST TK      APPROX. 3.8 KM 3445116.5 |
 CS2777|---------------------------------------------------------------------|
 CS2777
 CS2777                          SUPERSEDED SURVEY CONTROL
 CS2777
 CS2777  NAD 83(1986)-  32 37 10.09325(N)    096 33 36.72129(W) AD(       ) 2
 CS2777  NAD 27      -  32 37 09.60900(N)    096 33 35.75700(W) AD(       ) 2
 CS2777
 CS2777.Superseded values are not recommended for survey control.
 CS2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2777.See file dsdata.txt to determine how the superseded data were derived.
 CS2777
 CS2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2891811731(NAD 83)
 CS2777_MARKER: DS = TRIANGULATION STATION DISK
 CS2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2777
 CS2777  HISTORY     - Date     Condition        Report By
 CS2777  HISTORY     - 1947     MONUMENTED       CGS
 CS2777  HISTORY     - 1958     GOOD             CGS
 CS2777  HISTORY     - 1960     GOOD             CGS
 CS2777  HISTORY     - 1966     GOOD             CGS
 CS2777
 CS2777                          STATION DESCRIPTION
 CS2777
 CS2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2777'THE STATION IS ABOUT 7.5 MILES EAST-NORTHEAST OF WILMER, 1.7
 CS2777'MILES SOUTHWEST OF SEAGOVILLE, 131 FEET NORTH OF THE NORTH END
 CS2777'OF A BRIDGE ACROSS PARSONS SLOUGH, 60.5 FEET WEST OF THE CENTER
 CS2777'OF A BLACK TOP ROAD, AND 50 FEET SOUTH OF A POWER LINE POLE.
 CS2777'IT IS FLUSH WITH THE GROUND SURFACE AND IS STAMPED PARSONS 1947.
 CS2777'
 CS2777'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF A CULTIVATED FIELD
 CS2777'AND 51 FEET WEST OF THE CENTER OF A BLACK TOP ROAD.  IT PROJECTS
 CS2777'10 INCHES AND IS STAMPED
 CS2777'
 CS2777'REFERENCE MARK NO. 2 IS LOCATED AT THE WEST EDGE OF A CULTIVATED
 CS2777'FIELD AND 37 FEET EAST OF THE CENTER OF A BLACK TOP ROAD.
 CS2777'IT PROJECTS 8 INCHES AND IS STAMPED PARSONS NO 2 1947.
 CS2777'
 CS2777'USC AND GS BM Z 957 1946 (AZIMUTH MARK) IS A STANDARD USC AND GS
 CS2777'BM DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 CS2777'THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED Z 957 1946.
 CS2777'IT IS LOCATED AT THE EAST EDGE OF A CULTIVATED FIELD, 39
 CS2777'FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 3 FEET EAST OF A
 CS2777'FENCE LINE, AND 1.5 FEET NORTH OF A REFERENCE POST.
 CS2777'
 CS2777'USGS BM NO 30 IS A BRONZE CAP RIVETED TO THE TOP OF A 4-INCH
 CS2777'CAST IRON PIPE THAT PROJECTS 2.5 FEET.  THE CAP IS STAMPED
 CS2777'PRIM TRAV STA NO 30 1915.  IT IS 40 FEET NORTHEAST OF THE CENTER OF
 CS2777'THE NORTH END OF THE BRIDGE ACROSS PARSONS SLOUGH AND 22.5
 CS2777'FEET EAST OF THE CENTER OF A BLACK TOP ROAD.
 CS2777'
 CS2777'USED NO. 3 IS A 6-INCH STOVE PIPE FILLED WITH CONCRETE WITH
 CS2777'A BOLT CEMENTED IN THE CENTER OF THE TOP.  IT IS 38.5 FEET
 CS2777'WEST OF THE CENTER OF A BLACK TOP ROAD AND 2 FEET WEST OF
 CS2777'A POWER LINE POLE.
 CS2777'
 CS2777'TO REACH THE STATION FROM THE POST OFFICE IN SEAGOVILLE, GO
 CS2777'SOUTHWEST ON MALLOY BRIDGE ROAD, CROSSING RAILROAD TRACKS,
 CS2777'FOR 1.8 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2777'
 CS2777'TO REACH USC AND GS BM Z 957 1946 (AZIMUTH MARK) FROM THE STATION,
 CS2777'GO SOUTH ON BLACK TOP ROAD, CROSSING BRIDGE, FOR 0.25 MILE
 CS2777'TO THE MARK ON THE RIGHT AS DESCRIBED.
 CS2777'
 CS2777'AN 87 FOOT SIGNAL AT SLOUGH IS VISIBLE AT 64 FEET.
 CS2777'
 CS2777'A 74 FOOT SIGNAL AT HICKORY IS VISIBLE AT 50 FEET.
 CS2777'
 CS2777'AN 87 FOOT SIGNAL AT SEAGO IS VISIBLE AT 4 FEET.
 CS2777'
 CS2777'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2777
 CS2777                          STATION RECOVERY (1958)
 CS2777
 CS2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2777'THE STATION MARK WAS RECOVERED.  THE AZIMUTH MARK (B.M.Z 957),
 CS2777'THE U.S.E. MARK, THE U.S.G.S. MARK AND BOTH REFERENCE MARKS
 CS2777'HAVE BEEN LOST BY HIGHWAY CONSTRUCTION.  2 REFERENCE MARKS
 CS2777'WERE SET IN 1958.
 CS2777'
 CS2777'A NEW DESCRIPTION IS AS FOLLOWS.  THE STATION IS ABOUT 1.7
 CS2777'MILES SOUTHWEST OF SEAGOVILLE, ABOUT 130 YARDS NORTH OF THE
 CS2777'NORTH END OF THE CONCRETE BRIDGE OVER PARSONS SLOUGH, ABOUT
 CS2777'90 FEET NORTHWEST OF THE CENTERLINE OF THE BLACKTOP ROAD,
 CS2777'8 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE AND 55
 CS2777'FEET NORTH OF A BRACED POWER POLE.  IT IS A STANDARD DISK
 CS2777'STAMPED PARSONS 1947 IN A CONCRETE POST FLUSH WITH THE SURFACE
 CS2777'OF THE GROUND, IN A JOHNSON GRASS MEADOW.
 CS2777'
 CS2777'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED PARSONS 1947
 CS2777'NO. 3 1958 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 CS2777'IT IS 72 FEET NORTHWEST OF THE CENTERLINE OF THE BLACKTOP
 CS2777'ROAD AND 12 FEET SOUTHEAST OF THE NORTH WEST RIGHT-OF-WAY
 CS2777'FENCE.
 CS2777'
 CS2777'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED PARSONS
 CS2777'1947 NO. 4 1958 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES,
 CS2777'10 FEET NORTH OF A BRACED POWER POLE, 13 FEET SOUTHEAST OF
 CS2777'THE NORTHWEST RIGHT-OF-WAY FENCE AND ABOUT 71 FEET NORTHWEST
 CS2777'OF THE CENTERLINE OF THE BLACKTOP ROAD.
 CS2777'
 CS2777'TO REACH FROM SEAGOVILLE.  FROM THE INTERSECTION WITH THE
 CS2777'MAIN STREET WHICH IS KAUFMAN STREET, GO SOUTHWEST ON MALLOY
 CS2777'BRIDGE ROAD, 1.8 MILES TO THE PARSONS SLOUGH BRIDGE AND THE
 CS2777'STATION ON THE RIGHT AS DESCRIBED.
 CS2777
 CS2777                          STATION RECOVERY (1960)
 CS2777
 CS2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2777'STATION AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED
 CS2777'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2777'TO STATION SITE ARE CORRECT.
 CS2777
 CS2777                          STATION RECOVERY (1966)
 CS2777
 CS2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2777'THE STATION MARK AND REFERENCE MARKS NO 1 AND NO 2, WERE
 CS2777'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1958
 CS2777'RECOVERED NOTE.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CS2777'ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1623 ***********************************************************************
 AE1623  DESIGNATION -  PARTICION
 AE1623  PID         -  AE1623
 AE1623  STATE/COUNTY-  TX/JIM HOGG
 AE1623  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE1623
 AE1623                         *CURRENT SURVEY CONTROL
 AE1623  ___________________________________________________________________
 AE1623* NAD 83(1993)-  26 49 40.69919(N)    098 31 21.69773(W)     ADJUSTED  
 AE1623* NAVD 88     -       116.9    (meters)     384.     (feet)  VERTCON   
 AE1623  ___________________________________________________________________
 AE1623  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AE1623  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AE1623
 AE1623  HORZ ORDER  -  FIRST
 AE1623
 AE1623.The horizontal coordinates were established by classical geodetic methods
 AE1623.and adjusted by the National Geodetic Survey in February 1996..
 AE1623
 AE1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1623
 AE1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1623
 AE1623.The geoid height was determined by GEOID03.
 AE1623
 AE1623;                    North         East     Units Scale Factor Converg.
 AE1623;SPC TX S     - 5,128,663.020   297,744.338   MT  0.99989933   -0 00 37.1
 AE1623;SPC TX S     -16,826,288.59    976,849.55   sFT  0.99989933   -0 00 37.1
 AE1623;UTM  14      - 2,967,470.950   547,428.198   MT  0.99962777   +0 12 55.5
 AE1623
 AE1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1623!SPC TX S     -   0.99998551  x   0.99989933  =   0.99988484
 AE1623!UTM  14      -   0.99998551  x   0.99962777  =   0.99961329
 AE1623
 AE1623|---------------------------------------------------------------------|
 AE1623| PID    Reference Object                     Distance      Geod. Az  |
 AE1623|                                                           dddmmss.s |
 AE1623| CV2774 PARTICION RM 1                       31.623 METERS 01316     |
 AE1623| AE1625 MCALLEN USI AND NS MAST             APPROX.11.8 KM 2404847.8 |
 AE1623| CV2775 PARTICION RM 2                       32.044 METERS 27036     |
 AE1623| CV2772 PARTICION AZ MK                                    3451006.6 |
 AE1623| CV2773 PARTICION AZ MK 2                                  3451318.8 |
 AE1623|---------------------------------------------------------------------|
 AE1623
 AE1623                          SUPERSEDED SURVEY CONTROL
 AE1623
 AE1623  NAD 83(1986)-  26 49 40.70525(N)    098 31 21.66653(W) AD(       ) 1
 AE1623  NAD 27      -  26 49 39.51700(N)    098 31 20.60200(W) AD(       ) 1
 AE1623  NGVD 29 (07/19/86)  117.0    (m)          384.     (f) VERT ANG       
 AE1623
 AE1623.Superseded values are not recommended for survey control.
 AE1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1623.See file dsdata.txt to determine how the superseded data were derived.
 AE1623
 AE1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4742867471(NAD 83)
 AE1623_MARKER: DS = TRIANGULATION STATION DISK
 AE1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1623
 AE1623  HISTORY     - Date     Condition        Report By
 AE1623  HISTORY     - 1935     MONUMENTED       CGS
 AE1623  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE1623
 AE1623                          STATION DESCRIPTION
 AE1623
 AE1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1623'STATION IS LOCATED 2.25 MILES W OF PARTICION RANCH, 6 MILES
 AE1623'SE OF AGUA NUEVA, 6.5 MILES WNW OF CORNER COMMON TO BROOKS,
 AE1623'STARR, AND JIM HOGG COUNTIES, IN A BRUSH-COVERED PASTURE
 AE1623'ON A SLIGHT RISE 11 FEET N OF FENCE.
 AE1623'
 AE1623'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE1623'BRONZE DISKS SET IN CONCRETE.
 AE1623'
 AE1623'REFERENCE MARK NO. 1 IS N OF STATION.
 AE1623'
 AE1623'REFERENCE MARK NO. 2 IS W OF STATION, 1 FOOT N OF FENCE.
 AE1623'
 AE1623'AZIMUTH MARK IS 0.35 MILE N OF STATION, 1 FOOT S OF FENCE.
 AE1623'TO REACH FROM STATION, GO N ACROSS PASTURE TO MARK JUST S OF
 AE1623'FENCE LINE.
 AE1623'
 AE1623'TO REACH THE STATION FROM RAILROAD DEPOT IN MONTE CHRISTO,
 AE1623'GO W FOR 2.0 MILES TO T-ROAD, THENCE RIGHT (N) FOR 4.2 MILES
 AE1623'TO T-ROAD, THENCE LEFT (W) FOR 1.4 MILES.  FOLLOW MAIN ROAD
 AE1623'N FOR 9.85 MILES TO T-ROAD, THENCE LEFT (W) FOR 1.6 MILES
 AE1623'TO SAM LANE SCHOOL.  CONTINUE ON MAIN ROAD 2.25 MILES, THENCE
 AE1623'LEFT 0.8 MILE TO CATTLE GAP AND TWO CABINS.  CONTINUE ON
 AE1623'MAIN ROAD (N) FOR 3.05 MILES TO GIN MILL AT LA REFORMA RANCH,
 AE1623'THENCE SW FOR 0.25 MILE TO FORK.  FOLLOW RIGHT FORK 3.9 MILES
 AE1623'TO EL CENTRO, THENCE RIGHT (N) FOR 2.25 MILES TO T-ROAD.
 AE1623'GO W FOR 2.3 MILES TO SITE OF STATION ISIDRO.  CONTINUE W
 AE1623'FOR 3.15 MILES TO T-ROAD, THENCE RIGHT (N) FOR 3.55 MILES
 AE1623'TO END OF ROAD AT SANTA ELENA RANCH.  CONTINUE N ON SANDY
 AE1623'TRAIL FOR 2.65 MILES TO GATE ON LEFT AT EL UNION RANCH,
 AE1623'THENCE LEFT THROUGH GATE 2.9 MILES TO PARTICION RANCH.  GO W
 AE1623'THROUGH GATE FOR 1.15 MILES TO HOUSE AND WINDMILL.  PASS
 AE1623'THROUGH YARD AND GATE JUST SW OF WINDMILL, THENCE RIGHT
 AE1623'(W) ALONG FENCE FOR 0.35 MILE TO GATE.  FOLLOW N SIDE OF
 AE1623'FENCE W FOR 0.75 MILE TO STATION.
 AE1623'
 AE1623'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 AE1623
 AE1623                          STATION RECOVERY (1974)
 AE1623
 AE1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1623'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE RECOVERED.
 AE1623'THE DIRECTION TO REFERENCE MARK 1 CHECKED AND A DIFFERENCE
 AE1623'OF 0.02 FEET IS NOTED IN THE DISTANCE TO REFERENCE MARK 1.
 AE1623'THE SURFACE STATION MARK WAS FOUND TILTED NORTHERLY AND
 AE1623'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND LYING ON
 AE1623'TOP OF THE GROUND.  A NEW SURFACE STATION MARK WAS SET AND
 AE1623'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RESET IN THE GROUND
 AE1623'AND THE PRESENT DATE ADDED TO THE STAMPING.  BECAUSE OF THE
 AE1623'CHANGES NOTED A NEW DESCRIPTION FOLLOWS.
 AE1623'
 AE1623'THE STATION IS ABOUT 7-1/2 MILES NORTH OF THE COMMUNITY OF
 AE1623'LA GLORIA AND 8 MILES SOUTH AND 4-1/2 MILES EAST OF THE
 AE1623'SMALL COMMUNITY OF GUERRA.  IT IS ON THE ARMSTRONG RANCH AND
 AE1623'THE RANCH FOREMAN, MISTER GARZA GAVE PERMISSION TO BUILD
 AE1623'OVER THE STATION.
 AE1623'
 AE1623'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 1017
 AE1623'AND 755 IN LA GLORIA, GO NORTHEASTERLY ON FARM ROAD 755 FOR
 AE1623'3.5 MILES TO THE SMALL COMMUNITY OF SANTA ELENA, CONTINUE ON
 AE1623'FARM ROAD FOR 5.2 MILES TO A REVERSE FORK.  TURN SHARP LEFT
 AE1623'AND GO WESTERLY FOR 0.1 MILE TO A CATTLE GUARD AND A SIDE
 AE1623'ROAD RIGHT.  CROSS THE CATTLE GUARD AND GO WEST FOR 0.35
 AE1623'MILE TO THE END OF PAVEMENT AND A FORK.  BEAR LEFT FOR 0.05
 AE1623'MILE TO A CATTLE GUARD, CONTINUE WEST AND NORTHWESTERLY ON
 AE1623'THE MAIN RANCH ROAD FOR 2.4 MILES TO A CATTLE GUARD AND A
 AE1623'LIVESTOCK LOADING AREA, CONTINUE NORTHERLY FOR 0.2 MILE TO
 AE1623'A FORK, BEAR RIGHT AND FOLLOW THE MAIN RANCH ROAD FOR 1.85
 AE1623'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON
 AE1623'A RANCH ROAD FOR 1.0 MILE TO SEVERAL RANCH BUILDINGS AND
 AE1623'THE END OF THE RANCH ROAD.  TURN LEFT AND GO WESTERLY ON A
 AE1623'TRACK ROAD FOR 1.05 MILE TO A GATE AND A WIND MILL,
 AE1623'CONTINUE WESTERLY ON A TRACK ROAD FOR 0.9 MILE TO THE STATION
 AE1623'ON THE RIGHT ON THE NORTH SIDE OF A FENCE.  TO REACH
 AE1623'THE AZIMUTH MARK FROM HERE AND TO GET ON THE NORTH SIDE OF
 AE1623'THE FENCE GO WESTERLY ON THE TRACK ROAD FOR 0.15 MILE TO
 AE1623'A FENCE CORNER AND A GATE ON THE RIGHT.  TURN RIGHT
 AE1623'AND GO NORTHERLY ON A TRACK ROAD FOR 0.3 MILE TO THE
 AE1623'AZIMUTH MARK ON THE LEFT.
 AE1623'
 AE1623'STATION MARK IS A STANDARD DISK STAMPED, PARITCION 1935
 AE1623'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1623'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 13.0 FEET
 AE1623'NORTH OF THE FENCE 14.0 FEET NORTH-NORTHWEST OF A METAL
 AE1623'WITNESS POST.
 AE1623'
 AE1623'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, PARTICION NO 1
 AE1623'1935 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1623'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 AE1623'115.6 FEET NORTH OF THE WITNESS POST AND 116.7 FEET NORTH
 AE1623'OF THE FENCE.
 AE1623'
 AE1623'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, PARTICION NO
 AE1623'2 1935 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1623'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 AE1623'1.6 FEET NORTH OF THE FENCE AND 110.6 FEET WEST OF THE WITNESS
 AE1623'POST.
 AE1623'
 AE1623'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 AE1623'PARTICION 1974 1935 AZI, SET IN THE TOP OF A CYLINDRICAL
 AE1623'CONCRETE MONUMENT THAT PROJECTS 12 INCHES ABOVE THE GROUND.
 AE1623'IT IS 0.9 FEET EAST OF A FENCE AND 1.9 FEET SOUTH OF A METAL
 AE1623'WITNESS POST.
 AE1623'
 AE1623'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 AE1623'NORTH OF LA GLORIA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1721 ***********************************************************************
 AW1721  DESIGNATION -  PASADENA 2831
 AW1721  PID         -  AW1721
 AW1721  STATE/COUNTY-  TX/HARRIS
 AW1721  USGS QUAD   -  PASADENA (1995)
 AW1721
 AW1721                         *CURRENT SURVEY CONTROL
 AW1721  ___________________________________________________________________
 AW1721* NAD 83(1986)-  29 42 38.     (N)    095 09 33.     (W)     SCALED    
 AW1721* NAVD 88     -         9.222  (meters)      30.26   (feet)  ADJUSTED  
 AW1721  ___________________________________________________________________
 AW1721  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1721  DYNAMIC HT  -           9.210 (meters)      30.22  (feet)  COMP
 AW1721  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AW1721
 AW1721  VERT ORDER  -  FIRST     CLASS I
 AW1721
 AW1721.The horizontal coordinates were scaled from a topographic map and have
 AW1721.an estimated accuracy of +/- 6 seconds.
 AW1721
 AW1721.The orthometric height was determined by differential leveling
 AW1721.and adjusted by the National Geodetic Survey in June 1991..
 AW1721
 AW1721.The geoid height was determined by GEOID03.
 AW1721
 AW1721.The dynamic height is computed by dividing the NAVD 88
 AW1721.geopotential number by the normal gravity value computed on the
 AW1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1721.degrees latitude (g = 980.6199 gals.).
 AW1721
 AW1721.The modeled gravity was interpolated from observed gravity values.
 AW1721
 AW1721;                    North         East    Units  Estimated Accuracy
 AW1721;SPC TXSC     - 4,214,150.      971,550.      MT  (+/- 180 meters Scaled)
 AW1721
 AW1721                          SUPERSEDED SURVEY CONTROL
 AW1721
 AW1721  NGVD 29 (12/23/87)    9.219  (m)           30.25   (f) ADJUSTED    1 1
 AW1721
 AW1721.Superseded values are not recommended for survey control.
 AW1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1721.See file dsdata.txt to determine how the superseded data were derived.
 AW1721
 AW1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN911886(NAD 83)
 AW1721_MARKER: Z = SEE DESCRIPTION
 AW1721_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW1721_SP_SET: GALVANIZED STEEL PIPE
 AW1721_MARK LOGO: USGS  
 AW1721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1721+STABILITY: POSITION/ELEVATION WELL
 AW1721
 AW1721  HISTORY     - Date     Condition        Report By
 AW1721  HISTORY     - UNK      MONUMENTED       USGS
 AW1721  HISTORY     - 1976     GOOD             NGS
 AW1721  HISTORY     - 1978     GOOD             NGS
 AW1721  HISTORY     - 1983     GOOD             NGS
 AW1721  HISTORY     - 1986     GOOD             NGS
 AW1721  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1721  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1721  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1721  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1721  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1721  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1721
 AW1721                          STATION DESCRIPTION
 AW1721
 AW1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1721'3.1 MI WEST FROM DEER PARK.
 AW1721'ABOUT 0.85 MILE NORTH ALONG CENTER STREET FROM THE CITY HALL AT DEER
 AW1721'PARK, THENCE 2.15 MI WEST ALONG STATE HIGHWAY 225 TO PASADENA DISPOSAL
 AW1721'AND DOG POUND, THENCE 0.1 MI SOUTH ALONG A GRAVEL ROAD AND INSIDE THE
 AW1721'DISPOSAL PLANT, ABOUT 175 FEET EAST OF BM H 1227.  POINT HELD WAS
 AW1721'BETWEEN 2 FILE MARKS ON TOP OF A 2-INCH PIPE, PROTECTED BY A 6-INCH
 AW1721'PIPE INSIDE A SMALL METAL BUILDING MAINTAINED AND PROTECTED BY
 AW1721'USGS.
 AW1721
 AW1721                          STATION RECOVERY (1978)
 AW1721
 AW1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1721'RECOVERED IN GOOD CONDITION.
 AW1721
 AW1721                          STATION RECOVERY (1983)
 AW1721
 AW1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1721'RECOVERED IN GOOD CONDITION.
 AW1721
 AW1721                          STATION RECOVERY (1986)
 AW1721
 AW1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1721'RECOVERED IN GOOD CONDITION.
 AW1721
 AW1721                          STATION RECOVERY (1989)
 AW1721
 AW1721'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1721'MARK NOT FOUND.
 AW1721
 AW1721                          STATION RECOVERY (1990)
 AW1721
 AW1721'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1721'MARK NOT FOUND.
 AW1721
 AW1721                          STATION RECOVERY (1990)
 AW1721
 AW1721'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1721'MARK NOT FOUND.
 AW1721
 AW1721                          STATION RECOVERY (1998)
 AW1721
 AW1721'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1721'MARK NOT FOUND.
 AW1721
 AW1721                          STATION RECOVERY (2002)
 AW1721
 AW1721'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 AW1721'MARK NOT FOUND.
 AW1721
 AW1721                          STATION RECOVERY (2002)
 AW1721
 AW1721'RECOVERY NOTE BY US POWER SQUADRON 2002 (PM)
 AW1721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5672 ***********************************************************************
 AW5672  DESIGNATION -  PASADENA 2831 RESET
 AW5672  PID         -  AW5672
 AW5672  STATE/COUNTY-  TX/HARRIS
 AW5672  USGS QUAD   -  PASADENA (1995)
 AW5672
 AW5672                         *CURRENT SURVEY CONTROL
 AW5672  ___________________________________________________________________
 AW5672* NAD 83(1986)-  29 42 38.     (N)    095 09 33.     (W)     SCALED    
 AW5672* NAVD 88     -         9.116  (meters)      29.91   (feet)  ADJUSTED  
 AW5672  ___________________________________________________________________
 AW5672  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW5672  DYNAMIC HT  -           9.104 (meters)      29.87  (feet)  COMP
 AW5672  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AW5672
 AW5672  VERT ORDER  -  FIRST     CLASS II
 AW5672
 AW5672.The horizontal coordinates were scaled from a topographic map and have
 AW5672.an estimated accuracy of +/- 6 seconds.
 AW5672
 AW5672.The orthometric height was determined by differential leveling
 AW5672.and adjusted by the National Geodetic Survey in June 1991..
 AW5672
 AW5672.The geoid height was determined by GEOID03.
 AW5672
 AW5672.The dynamic height is computed by dividing the NAVD 88
 AW5672.geopotential number by the normal gravity value computed on the
 AW5672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5672.degrees latitude (g = 980.6199 gals.).
 AW5672
 AW5672.The modeled gravity was interpolated from observed gravity values.
 AW5672
 AW5672;                    North         East    Units  Estimated Accuracy
 AW5672;SPC TXSC     - 4,214,150.      971,550.      MT  (+/- 180 meters Scaled)
 AW5672
 AW5672                          SUPERSEDED SURVEY CONTROL
 AW5672
 AW5672  NGVD 29 (12/23/87)    9.113  (m)           29.90   (f) ADJUSTED    1 2
 AW5672
 AW5672.Superseded values are not recommended for survey control.
 AW5672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5672.See file dsdata.txt to determine how the superseded data were derived.
 AW5672
 AW5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN911886(NAD 83)
 AW5672_MARKER: P = PIPE CAP
 AW5672_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW5672_SP_SET: GALVANIZED STEEL PIPE
 AW5672_MARK LOGO: NGS   
 AW5672_PROJECTION: PROJECTING 60 CENTIMETERS
 AW5672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5672+STABILITY: POSITION/ELEVATION WELL
 AW5672_ROD/PIPE-DEPTH: 863  meters
 AW5672
 AW5672  HISTORY     - Date     Condition        Report By
 AW5672  HISTORY     - 1986     MONUMENTED       NGS
 AW5672  HISTORY     - 19951109 GOOD             CHANCE
 AW5672  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW5672  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW5672
 AW5672                          STATION DESCRIPTION
 AW5672
 AW5672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5672'5.0 KM (3.1 MI) NW FROM DEER PARK.
 AW5672'1.4 KM (0.85 MI) NORTH ALONG CENTER STREET FROM THE CITY HALL IN DEER
 AW5672'PARK, THENCE 3.5 KM (2.15 MI) WEST ALONG STATE HIGHWAY 225, THENCE 0.2
 AW5672'KM (0.1 MI) SOUTH ALONG A GRAVELED ROAD TO THE CITY OF PASADENA
 AW5672'DISPOSAL PLANT, THE CENTER OF A 1/16-INCH DRILL HOLE PAINTED ORANGE,
 AW5672'1-INCH BELOW THE COLLAR OF A 2-INCH PIPE, PROTECTED BY A 6-INCH PIPE
 AW5672'INSIDE A SMALL BUILDING MAINTAINED BY THE USGS.
 AW5672'THE MARK IS 0.6 M ABOVE GROUND.
 AW5672
 AW5672                          STATION RECOVERY (1995)
 AW5672
 AW5672'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5672'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT LOCATION IS IN THE
 AW5672'SOUTHEAST CORNER OF THE COMPOUND FOR THE CITY OF PASADENA WASTE WATER
 AW5672'TREATMENT DISPOSAL PLANT.  ADDITIONAL TIES FOLLOW.  28.6 M (93.8 FT)
 AW5672'SOUTH OF A VALVE ON THE SOUTH FACE OF THE SOUTHEAST WATER TANK.  26.2
 AW5672'M (86.0 FT) SOUTH OF THE NORTHERLY OF 5 WELL HEADS.  18.2 M (59.7 FT)
 AW5672'WEST OF A UTILITY POLE.  7.7 M (25.3 FT) WEST OF MONUMENT HGCSD-41.
 AW5672'21.1 M (69.2 FT) WEST OF THE SOUTHEAST FENCE CORNER OF THE COMPOUND.
 AW5672
 AW5672                          STATION RECOVERY (2004)
 AW5672
 AW5672'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5672'MARK NOT FOUND.
 AW5672
 AW5672                          STATION RECOVERY (2005)
 AW5672
 AW5672'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6440 ***********************************************************************
 AW6440  DESIGNATION -  PASADENA HL P 1938
 AW6440  PID         -  AW6440
 AW6440  STATE/COUNTY-  TX/HARRIS
 AW6440  USGS QUAD   -  PASADENA (1995)
 AW6440
 AW6440                         *CURRENT SURVEY CONTROL
 AW6440  ___________________________________________________________________
 AW6440* NAD 83(1993)-  29 42 32.99284(N)    095 12 43.45873(W)     ADJUSTED  
 AW6440* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AW6440  ___________________________________________________________________
 AW6440  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6440  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6440
 AW6440  HORZ ORDER  -  THIRD
 AW6440
 AW6440.The horizontal coordinates were established by classical geodetic methods
 AW6440.and adjusted by the National Geodetic Survey in February 1996..
 AW6440
 AW6440.The orthometric height was scaled from a topographic map.
 AW6440
 AW6440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6440
 AW6440.The geoid height was determined by GEOID03.
 AW6440
 AW6440;                    North         East     Units Scale Factor Converg.
 AW6440;SPC TXSC     - 4,213,827.779   966,437.686   MT  0.99988450   +1 51 20.7
 AW6440;SPC TXSC     -13,824,866.64  3,170,720.97   sFT  0.99988450   +1 51 20.7
 AW6440;UTM  15      - 3,288,607.097   286,004.185   MT  1.00016506   -1 05 48.2
 AW6440
 AW6440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6440!SPC TXSC     -   1.00000301  x   0.99988450  =   0.99988751
 AW6440!UTM  15      -   1.00000301  x   1.00016506  =   1.00016807
 AW6440
 AW6440:                Primary Azimuth Mark                     Grid Az
 AW6440:SPC TXSC     -  SPENCER 2 HL P 1938                      181 58 10.9
 AW6440:UTM  15      -  SPENCER 2 HL P 1938                      184 55 19.8
 AW6440
 AW6440|---------------------------------------------------------------------|
 AW6440| PID    Reference Object                     Distance      Geod. Az  |
 AW6440|                                                           dddmmss.s |
 AW6440| AW6471 SPENCER 2 HL P 1938                 APPROX. 4.4 KM 1834931.6 |
 AW6440|---------------------------------------------------------------------|
 AW6440
 AW6440                          SUPERSEDED SURVEY CONTROL
 AW6440
 AW6440  NAD 83(1986)-  29 42 33.00783(N)    095 12 43.43934(W) AD(       ) 3
 AW6440  NAD 27      -  29 42 32.18614(N)    095 12 42.67729(W) AD(       ) 3
 AW6440
 AW6440.Superseded values are not recommended for survey control.
 AW6440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6440.See file dsdata.txt to determine how the superseded data were derived.
 AW6440
 AW6440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8600488607(NAD 83)
 AW6440_MARKER: Z = SEE DESCRIPTION
 AW6440_SETTING: 0 = UNSPECIFIED SETTING
 AW6440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6440
 AW6440  HISTORY     - Date     Condition        Report By
 AW6440  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6440  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 AW6440  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW6440  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW6440
 AW6440                          STATION DESCRIPTION
 AW6440
 AW6440'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938 (JMC)
 AW6440'STATION IS LOCATED ON AUDITORIUM ROOF OF PASADENA HIGH SCHOOL
 AW6440'ON SHAVER STREET IN PASADENA.  AUDITORIUM TO BE REPLACED IN
 AW6440'JUNE 1957.
 AW6440
 AW6440                          STATION RECOVERY (1996)
 AW6440
 AW6440'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6440'MARK NOT FOUND.
 AW6440
 AW6440                          STATION RECOVERY (1998)
 AW6440
 AW6440'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6440'MARK NOT FOUND.
 AW6440
 AW6440                          STATION RECOVERY (1999)
 AW6440
 AW6440'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6434 ***********************************************************************
 AW6434  DESIGNATION -  PASADENA MUN TANK 1931
 AW6434  PID         -  AW6434
 AW6434  STATE/COUNTY-  TX/HARRIS
 AW6434  USGS QUAD   -  PASADENA (1995)
 AW6434
 AW6434                         *CURRENT SURVEY CONTROL
 AW6434  ___________________________________________________________________
 AW6434* NAD 83(1993)-  29 42 46.08417(N)    095 12 43.79260(W)     ADJUSTED  
 AW6434* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AW6434  ___________________________________________________________________
 AW6434  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW6434  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6434
 AW6434  HORZ ORDER  -  THIRD
 AW6434
 AW6434.The horizontal coordinates were established by classical geodetic methods
 AW6434.and adjusted by the National Geodetic Survey in February 1996..
 AW6434
 AW6434.The orthometric height was scaled from a topographic map.
 AW6434
 AW6434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6434
 AW6434.The geoid height was determined by GEOID03.
 AW6434
 AW6434;                    North         East     Units Scale Factor Converg.
 AW6434;SPC TXSC     - 4,214,230.325   966,415.666   MT  0.99988492   +1 51 20.6
 AW6434;SPC TXSC     -13,826,187.32  3,170,648.73   sFT  0.99988492   +1 51 20.6
 AW6434;UTM  15      - 3,289,010.356   286,002.928   MT  1.00016507   -1 05 48.8
 AW6434
 AW6434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6434!SPC TXSC     -   1.00000301  x   0.99988492  =   0.99988793
 AW6434!UTM  15      -   1.00000301  x   1.00016507  =   1.00016808
 AW6434
 AW6434:                Primary Azimuth Mark                     Grid Az
 AW6434:SPC TXSC     -  GALENA PARK TEXACO TANK                  339 20 44.6
 AW6434:UTM  15      -  GALENA PARK TEXACO TANK                  342 17 54.0
 AW6434
 AW6434|---------------------------------------------------------------------|
 AW6434| PID    Reference Object                     Distance      Geod. Az  |
 AW6434|                                                           dddmmss.s |
 AW6434| AW6424 GALENA PARK TEXACO TANK             APPROX. 2.4 KM 3411205.2 |
 AW6434|---------------------------------------------------------------------|
 AW6434
 AW6434                          SUPERSEDED SURVEY CONTROL
 AW6434
 AW6434  NAD 83(1986)-  29 42 46.09926(N)    095 12 43.77339(W) AD(       ) 3
 AW6434  NAD 27      -  29 42 45.28335(N)    095 12 43.01220(W) AD(       ) 3
 AW6434
 AW6434.Superseded values are not recommended for survey control.
 AW6434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6434.See file dsdata.txt to determine how the superseded data were derived.
 AW6434
 AW6434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8600389010(NAD 83)
 AW6434_MARKER: 53 = ELEVATED TANK
 AW6434
 AW6434  HISTORY     - Date     Condition        Report By
 AW6434  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6434  HISTORY     - 1934     GOOD             TXGS
 AW6434  HISTORY     - 1952     GOOD             CGS
 AW6434  HISTORY     - 1952     GOOD             CGS
 AW6434  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW6434
 AW6434                          STATION DESCRIPTION
 AW6434
 AW6434'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6434'THE APEX OF THE CONICAL ROOF OF THE WATER TANK AT PASADENA.
 AW6434'TANK IS LOCATED ON THE NW CORNER OF THE INTERSECTION OF
 AW6434'FIFTH AND SHAVER STREETS, DIRECTLY IN REAR OF CITY FIRE STATION.
 AW6434
 AW6434                          STATION RECOVERY (1934)
 AW6434
 AW6434'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6434'DESCRIPTION SATISFACTORY.
 AW6434
 AW6434                          STATION RECOVERY (1952)
 AW6434
 AW6434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6434'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AW6434'FOLLOWS--
 AW6434'
 AW6434'STATION IS LOCATED IN PASADENA, ON THE NW CORNER OF THE
 AW6434'INTERSECTION OF SHAW AND SHAVER STREETS, DIRECTLY IN THE
 AW6434'REAR OF CITY HALL.
 AW6434'
 AW6434'THE APEX OF THE CONICAL ROOF OF THE ALUMINUM-COLORED CITY
 AW6434'WATER TANK IS THE STATION.
 AW6434
 AW6434                          STATION RECOVERY (1952)
 AW6434
 AW6434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6434'THE STATION IS LOCATED IN THE CENTRAL SECTION OF PASADENA,
 AW6434'160 FEET WEST OF NORTH SHAVER STREET AND 90.0 FEET NORTH
 AW6434'OF WEST SHAW AVENUE.  IT IS SILVER IN COLOR AND HAS AN OVERALL
 AW6434'HEIGHT OF 130 FEET.  IT HAS A 4-LEGGED STEEL STRUCTURE THAT
 AW6434'SUPPORTS THE TANK PROPER.  AN ANTENNA AT THE APEX WAS THE
 AW6434'POINT OBSERVED.
 AW6434
 AW6434                          STATION RECOVERY (1998)
 AW6434
 AW6434'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6483 ***********************************************************************
 AW6483  DESIGNATION -  PASADENA MUN TANK 1968
 AW6483  PID         -  AW6483
 AW6483  STATE/COUNTY-  TX/HARRIS
 AW6483  USGS QUAD   -  PASADENA (1995)
 AW6483
 AW6483                         *CURRENT SURVEY CONTROL
 AW6483  ___________________________________________________________________
 AW6483* NAD 83(1993)-  29 39 59.44554(N)    095 12 01.02327(W)     ADJUSTED  
 AW6483* NAVD 88     -                                                        
 AW6483  ___________________________________________________________________
 AW6483  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW6483  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW6483
 AW6483  HORZ ORDER  -  THIRD
 AW6483
 AW6483.The horizontal coordinates were established by classical geodetic methods
 AW6483.and adjusted by the National Geodetic Survey in February 1996..
 AW6483
 AW6483
 AW6483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6483
 AW6483.The geoid height was determined by GEOID03.
 AW6483
 AW6483;                    North         East     Units Scale Factor Converg.
 AW6483;SPC TXSC     - 4,209,139.964   967,731.163   MT  0.99987993   +1 51 41.5
 AW6483;SPC TXSC     -13,809,486.70  3,174,964.66   sFT  0.99987993   +1 51 41.5
 AW6483;UTM  15      - 3,283,857.564   287,054.843   MT  1.00015953   -1 05 22.0
 AW6483
 AW6483                          SUPERSEDED SURVEY CONTROL
 AW6483
 AW6483  NAD 83(1986)-  29 39 59.46054(N)    095 12 01.00424(W) AD(       ) 4
 AW6483  NAD 27      -  29 39 58.63225(N)    095 12 00.24158(W) AD(       ) 3
 AW6483
 AW6483.Superseded values are not recommended for survey control.
 AW6483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6483.See file dsdata.txt to determine how the superseded data were derived.
 AW6483
 AW6483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8705583858(NAD 83)
 AW6483_MARKER: 53 = ELEVATED TANK
 AW6483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6483+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 AW6483
 AW6483  HISTORY     - Date     Condition        Report By
 AW6483  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6483  HISTORY     - 19980307 GOOD             USPSQD
 AW6483  HISTORY     - 20030206 GOOD             USPSQD
 AW6483  HISTORY     - 20040308 GOOD             USPSQD
 AW6483
 AW6483                          STATION DESCRIPTION
 AW6483
 AW6483'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6483'THE STATION IS LOCATED 0.3 MILE NORTHEAST OF THE INTERSECTION OF
 AW6483'SPENCER HIGHWAY AND WESTSIDE DRIVE IN PASADENA.
 AW6483'
 AW6483'THE STATION IS A LARGE METAL WATER TANK WITH AN ELLIPSOIDAL TOP
 AW6483'AND BOTTOM WHICH IS SUPPORTED BY SIX TUBULAR STEEL LEGS.  THE ENTIRE
 AW6483'STRUCTURE IS PAINTED GREY AND HAS AN OVER-ALL HEIGHT OF 120 FEET.
 AW6483'
 AW6483'THE POINT INTERSECTED WAS THE FINIAL OF THE TANK.
 AW6483
 AW6483                          STATION RECOVERY (1998)
 AW6483
 AW6483'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6483'RECOVERED IN GOOD CONDITION.
 AW6483
 AW6483                          STATION RECOVERY (2003)
 AW6483
 AW6483'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6483'RECOVERED IN GOOD CONDITION.
 AW6483
 AW6483                          STATION RECOVERY (2004)
 AW6483
 AW6483'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1504 ***********************************************************************
 AH1504  DESIGNATION -  PASADISO RESET
 AH1504  PID         -  AH1504
 AH1504  STATE/COUNTY-  TX/KENEDY
 AH1504  USGS QUAD   -  RIVIERA BEACH (1975)
 AH1504
 AH1504                         *CURRENT SURVEY CONTROL
 AH1504  ___________________________________________________________________
 AH1504* NAD 83(1993)-  27 15 39.25778(N)    097 38 32.63610(W)     ADJUSTED  
 AH1504* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AH1504  ___________________________________________________________________
 AH1504  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AH1504  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AH1504
 AH1504  HORZ ORDER  -  FIRST
 AH1504
 AH1504.The horizontal coordinates were established by classical geodetic methods
 AH1504.and adjusted by the National Geodetic Survey in February 1996..
 AH1504
 AH1504.The orthometric height was scaled from a topographic map.
 AH1504
 AH1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1504
 AH1504.The geoid height was determined by GEOID03.
 AH1504
 AH1504;                    North         East     Units Scale Factor Converg.
 AH1504;SPC TX S     - 5,176,917.219   384,915.055   MT  0.99990503   +0 23 21.7
 AH1504;SPC TX S     -16,984,602.58  1,262,842.14   sFT  0.99990503   +0 23 21.7
 AH1504;UTM  14      - 3,016,062.766   634,389.749   MT  0.99982295   +0 37 19.0
 AH1504
 AH1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1504!SPC TX S     -   1.00000335  x   0.99990503  =   0.99990838
 AH1504!UTM  14      -   1.00000335  x   0.99982295  =   0.99982630
 AH1504
 AH1504|---------------------------------------------------------------------|
 AH1504| PID    Reference Object                     Distance      Geod. Az  |
 AH1504|                                                           dddmmss.s |
 AH1504| CV2777 PASADISO RM 1                        29.300 METERS 07114     |
 AH1504| CV2779 PASADISO RM                                        15943     |
 AH1504| CV2778 PASADISO RM 2                       112.910 METERS 15944     |
 AH1504| CV2776 PASADISO AZ MK                                     1694707.1 |
 AH1504| AH1525 KENEDY RANCH WATER TANK             APPROX. 7.1 KM 2271103.0 |
 AH1504| AH0595 ROBBINS ECC                         APPROX.10.8 KM 2975251.4 |
 AH1504| AH1502 BUENA VISTA HOTEL WATER TANK        APPROX. 4.1 KM 3231438.0 |
 AH1504|---------------------------------------------------------------------|
 AH1504
 AH1504                          SUPERSEDED SURVEY CONTROL
 AH1504
 AH1504  NAD 83(1986)-  27 15 39.27835(N)    097 38 32.60858(W) AD(       ) 1
 AH1504  NAD 27      -  27 15 38.12200(N)    097 38 31.63700(W) AD(       ) 1
 AH1504
 AH1504.Superseded values are not recommended for survey control.
 AH1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1504.See file dsdata.txt to determine how the superseded data were derived.
 AH1504
 AH1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3439016063(NAD 83)
 AH1504_MARKER: DS = TRIANGULATION STATION DISK
 AH1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1504
 AH1504  HISTORY     - Date     Condition        Report By
 AH1504  HISTORY     - 1912     MONUMENTED       CGS
 AH1504  HISTORY     - 1939     GOOD             CGS
 AH1504  HISTORY     - 1949     GOOD             CGS
 AH1504  HISTORY     - 1968     GOOD             CGS
 AH1504  HISTORY     - 1985     GOOD             AEROS
 AH1504
 AH1504                          STATION DESCRIPTION
 AH1504
 AH1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1504'ABOUT 10 MILES NE OF SARITA AND 4 MILES NE OF KENEDY RANCH
 AH1504'HOUSE (LA PARRA) ON SW SHORE OF BAFFINS BAY, ON A SMALL HARD
 AH1504'CLAY HILL, ON THE S SIDE OF BAFFINS BAY, ABOUT 1/4 MILE NW FROM
 AH1504'KENEDYS WHARF AND BOATHOUSE, 150 METERS (492 FEET) FROM THE
 AH1504'SHORE, 105 METERS (344 FEET) N OF A SALT POND, AND 200 METERS
 AH1504'(656 FEET) SE OF A SMALL FRESH-WATER POND.
 AH1504'
 AH1504'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 AH1504'UNDERGROUND MARK IS A NAIL PROJECTING FROM A BLOCK OF
 AH1504'CONCRETE SET ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND.
 AH1504'
 AH1504'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE.
 AH1504'ABOUT 60 METERS (197 FEET) FROM END OF HIGH POINT THAT
 AH1504'PROJECTS INTO SALT POND, AND 112.75 METERS (369.91 FEET) FROM
 AH1504'STATION.  OTHER BEARINGS ARE--N
 AH1504'GABLE OF KENEDYS WAREHOUSE, NEAR WHARF, S 16 DEG 18 MIN E.  LONE
 AH1504'SPANISH DAGGER, 400 METERS (1,312 FEET) DISTANT, S 72 DEG 44 MIN W.
 AH1504'BUENA VISTA HOTEL, MIDDLE CHIMNEY, N 38 DEG 05 MIN W.
 AH1504'
 AH1504'TO REACH FROM SARITA, GO 5.8 MILES E ON GRADED DIRT ROAD TO
 AH1504'KENEDY RANCH, TURN LEFT AT RANCH OFFICE AND KEEP RANCH ROAD E,
 AH1504'N OF MANSION BEAR LEFT TO GATE JUST AFTER PASSING FOREMANS
 AH1504'HOUSE.  GATE IS 0.4 MILE NE OF KENEDYS HOUSE.  PASS THROUGH
 AH1504'GATE AND BEAR RIGHT (E) PAST DIPPING PENS ON MAIN TRAIL 1.65
 AH1504'MILES TO DOUBLE BOARD GATE, HERE TURN RIGHT THROUGH GATE AND
 AH1504'BEAR LEFT ON MAIN TRAIL 0.7 MILE TO ANOTHER BOARD GATE, THENCE
 AH1504'NORTHEASTERLY 3.3 MILES TO VACANT HOUSE AT OLD PASADISO
 AH1504'LANDING.  TURN LEFT HERE AND FOLLOW SHELL RIDGE NEAR SHORE,
 AH1504'ACROSS END OF CAYA TO SOLID GROUND BEYOND, AND THENCE NW TO
 AH1504'STATION SITE, ABOUT ONE-FOURTH MILE NW OF PASADISO HOUSE AND
 AH1504'LANDING.
 AH1504
 AH1504                          STATION RECOVERY (1939)
 AH1504
 AH1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1504'ABOUT 10 MILES NE OF SARITA, 4 MILES NE OF KENEDY RANCH HOUSE
 AH1504'(LA PARRA), 0.4 MILE N OF KENEDYS BOATHOUSE AND DOCK, ABOUT
 AH1504'150 METERS W OF SHORE OF BAFFIN BAY AND 29.3 METERS SW OF THE
 AH1504'SW CORNER OF A SMALL UNPAINTED SUMMER COTTAGE, WHICH IS THE N
 AH1504'ONE OF TWO SUCH HOUSES IN THE VICINITY.
 AH1504'
 AH1504'STATION RECOVERED IN GOOD CONDITION.
 AH1504'ONE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
 AH1504'ONE NEW REFERENCE MARK, WAS
 AH1504'ESTABLISHED AT THE SW CORNER OF SUMMER COTTAGE AND STAMPED
 AH1504'PASADISO, 1939.  AN AZIMUTH MARK WAS ESTABLISHED 0.4 MILE S
 AH1504'OF STATION, ABOUT 400 FEET SW OF KENEDYS BOATHOUSE, STAMPED
 AH1504'PASADISO, 1939.
 AH1504'
 AH1504'A TRUCK CAN BE DRIVEN TO STATION PROVIDED PERMISSION IS OBTAINED.
 AH1504'LOCAL DIRECTIONS CAN BE OBTAINED AS TO THE TRAIL ROAD REACHING
 AH1504'KENEDYS BOATHOUSE AND DOCK.
 AH1504'
 AH1504'THE DISTANCE TO THE OLD REFERENCE MARK FAILED TO CHECK BY
 AH1504'0.53 FOOT, AND AZIMUTH BY ONE MINUTE.
 AH1504
 AH1504                          STATION RECOVERY (1949)
 AH1504
 AH1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1504'STATION RECOVERED IN GOOD CONDITION EXCEPT FOR DESTROYED AZIMUTH
 AH1504'MARK FOUND LYING ON ITS SIDE.  DISK REMOVED BY THIS PARTY.
 AH1504'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AH1504'
 AH1504'LOCATED ON SW SHORE OF BAFFIN BAY, 2.5 MILES SE ACROSS BAY
 AH1504'FROM RIVIERA BEACH, AND 8 MILES E OF SARITA.
 AH1504'
 AH1504'TO REACH FROM SARITA, GO 2.5 MILES E FROM U.S. HIGHWAY 77
 AH1504'ALONG KENEDY RANCH HOUSE (LA PARRA) ROAD TO LOCKED GATE,
 AH1504'CONTINUE E 3.2 MILES TO FORK W OF RANCH HOUSE, TAKE LEFT FORK
 AH1504'0.35 MILE TO GATE, PASS THROUGH GATE AND CONTINUE STRAIGHT
 AH1504'AHEAD FOR 0.55 MILE TO GATE, PASS THROUGH GATE AND CONTINUE
 AH1504'FOLLOWING GRADED ROAD 2.35 MILES NE THROUGH TWO GATES TO OLD
 AH1504'HOUSE AND PIER ON BAFFIN BAY, THEN DRIVE N ALONG BAYSHORE
 AH1504'0.4 MILE TO ABANDONED SUMMER COTTAGE.  STATION IS ABOUT 109
 AH1504'METERS W OF MEAN WATER LINE AND 29.3 METERS SW OF THE SW CORNER
 AH1504'OF THE COTTAGE.
 AH1504'
 AH1504'STATION MARK IS A BRONZE DISK, STAMPED PASADISO 1912 1931,
 AH1504'SET IN TOP OF 2-FOOT-DIAMETER CONCRETE MONUMENT FLUSH WITH
 AH1504'GROUND.  UNDERGROUND MARK IS A NAIL PROJECTING FROM BLOCK
 AH1504'OF CONCRETE SET ABOUT 3 FEET BELOW THE GROUND ACCORDING TO
 AH1504'1912 DESCRIPTION.
 AH1504'
 AH1504'R.M. 1 IS A BRONZE DISK, STAMPED PASADISO NO 1, SET IN THE TOP
 AH1504'OF 12-INCH-DIAMETER CONCRETE MONUMENT PROJECTING 14 INCHES
 AH1504'ABOVE GROUND.  IT IS AT THE SW CORNER OF THE SUMMER COTTAGE.
 AH1504'
 AH1504'R.M. 2 IS A BRONZE DISK, STAMPED PASADISO 1912, SET IN TOP
 AH1504'OF 18-INCH-DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AH1504'IT IS 108 METERS W OF MEAN WATER LINE, 30 METERS E OF SALT POND,
 AH1504'AND 105 METERS S OF SUMMER HOUSE.
 AH1504
 AH1504                          STATION RECOVERY (1968)
 AH1504
 AH1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1504'THE STATION AND REFERENCE MARK PASADISO 1912, WERE RECOVERED
 AH1504'IN APPARENT GOOD CONDITION.  REFERENCE MARK NO. 1, 1939,
 AH1504'WAS FOUND DESTROYED WITH THE MONUMENT OUT OF THE GROUND.  THE
 AH1504'DISK WAS RECOVERED BY THIS PARTY.
 AH1504'
 AH1504'AN ADDITION TO THE HOUSE AND ROAD IMPROVEMENTS NECESSITATE THE
 AH1504'FOLLOWING NEW DESCRIPTION--
 AH1504'
 AH1504'STATION IS LOCATED ON THE SOUTHWEST SHORE OF BAFFIN BAY ON THE
 AH1504'KENEDY RANCH ABOUT 10 MILES NORTHEASTERLY FROM SARITA, 0.4 MILE
 AH1504'NORTHERLY OF THE KENEDY RANCH LA PARRA LANDING RANCH HOUSE
 AH1504'AND 2-1/2 MILES SOUTHEAST ACROSS THE BAY FROM RIVIERA BEACH.
 AH1504'
 AH1504'TO REACH FROM THE POST OFFICE IN RIVIERA PROCEED SOUTH ON
 AH1504'U.S. HIGHWAY 77 FOR 3.4 MILES TO THE NORTH GUARDED GATE OF THE
 AH1504'KENEDY RANCH, ENTER THE RANCH AND GO EASTERLY ON THE PAVED ROAD
 AH1504'(PASSING THE SARITA GAS PLANT (REFINERY) AT 4.3 MILES AND A
 AH1504'BUMP GATE AT 4.8 MILES) TO AN INTERSECTION AT 5.0 MILES, TURN
 AH1504'LEFT AND GO NORTH THEN EASTERLY ON THE IMPROVED ROAD,
 AH1504'PARALLELING BAFFIN BAY FOR 6.4 MILES (PASSING A BUMP GATE AT 0.9
 AH1504'MILE, A FENCE WITH CATTLE GATE AT 3.1 MILES AND TAKING
 AH1504'THE RIGHT FORK AT 5.9 MILES) TO THE STATION SOUTHWEST OF A
 AH1504'DISUSED HOUSE.
 AH1504'
 AH1504'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED, PASADISO,
 AH1504'1912, 1931, SET IN A 2 FOOT DIAMETER CONCRETE MONUMENT FLUSH
 AH1504'WITH THE GROUND.  UNDERGROUND MARK IS A NAIL PROJECTING FROM
 AH1504'A BLOCK OF CONCRETE SET ABOUT 3 FEET BELOW THE GROUND ACCORDING
 AH1504'TO THE 1912 DESCRIPTION.  IT IS 56 FEET WESTERLY FROM THE
 AH1504'SOUTHWEST CORNER OF THE HOUSE PORCH, 60 FEET SOUTHWEST OF
 AH1504'THE SOUTHWEST CORNER OF A 10X12 FOOT KITCHEN BUILDING, AND
 AH1504'34 FEET NORTHEAST FROM THE SOUTHWEST CORNER OF THE FENCE
 AH1504'SURROUNDING THE HOUSE.
 AH1504'
 AH1504'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PASADISO 1912,
 AH1504'SET IN A 18 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE
 AH1504'GROUND.  IT IS 200 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 AH1504'THE ROAD AND ABOUT 130 FEET EAST OF A SALT POND AND ON THE
 AH1504'HIGH GROUND.
 AH1504'
 AH1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 NAUTICAL
 AH1504'MILES ESE FROM RIVIERA
 AH1504
 AH1504                          STATION RECOVERY (1985)
 AH1504
 AH1504'RECOVERY NOTE BY AERO SERVICE CORPORATION 1985 (CS)
 AH1504'PASADISO 1912 1931 STATION RECOVERED IN GOOD CONDITION.  STANDARD DISK
 AH1504'IN A CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  STATION IS
 AH1504'PROTECTED BY A TRIANGULAR TIMBER FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5098 ***********************************************************************
 AC5098  DESIGNATION -  PASO A
 AC5098  PID         -  AC5098
 AC5098  STATE/COUNTY-  TX/EL PASO
 AC5098  USGS QUAD   -  EL PASO (1997)
 AC5098
 AC5098                         *CURRENT SURVEY CONTROL
 AC5098  ___________________________________________________________________
 AC5098* NAD 83(1993)-  31 46 14.94855(N)    106 24 50.60787(W)     ADJUSTED  
 AC5098* NAVD 88     -      1132.295  (meters)    3714.87   (feet)  ADJUSTED  
 AC5098  ___________________________________________________________________
 AC5098  X           -  -1,533,946.741 (meters)                     COMP
 AC5098  Y           -  -5,207,186.633 (meters)                     COMP
 AC5098  Z           -   3,339,436.824 (meters)                     COMP
 AC5098  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AC5098  ELLIP HEIGHT-        1108.11  (meters)          (10/23/00) GPS OBS
 AC5098  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AC5098  DYNAMIC HT  -        1130.566 (meters)    3709.20  (feet)  COMP
 AC5098  MODELED GRAV-     979,075.2   (mgal)                       NAVD 88
 AC5098
 AC5098  HORZ ORDER  -  B
 AC5098  VERT ORDER  -  FIRST     CLASS II
 AC5098  ELLP ORDER  -  FOURTH    CLASS II
 AC5098
 AC5098.This is a reference station for the EL PASO RRP
 AC5098.National Continuously Operating Reference Station (PASO).
 AC5098
 AC5098.The horizontal coordinates were established by GPS observations
 AC5098.and adjusted by the National Geodetic Survey in July 1997..
 AC5098
 AC5098.The orthometric height was determined by differential leveling
 AC5098.and adjusted by the National Geodetic Survey in July 2002..
 AC5098
 AC5098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5098
 AC5098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5098
 AC5098.The ellipsoidal height was determined by GPS observations
 AC5098.and is referenced to NAD 83.
 AC5098
 AC5098.The geoid height was determined by GEOID03.
 AC5098
 AC5098.The dynamic height is computed by dividing the NAVD 88
 AC5098.geopotential number by the normal gravity value computed on the
 AC5098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5098.degrees latitude (g = 980.6199 gals.).
 AC5098
 AC5098.The modeled gravity was interpolated from observed gravity values.
 AC5098
 AC5098;                    North         East     Units Scale Factor Converg.
 AC5098;SPC TX C     - 3,249,003.218   124,291.720   MT  0.99997171   -3 07 55.0
 AC5098;SPC TX C     -10,659,438.06    407,780.42   sFT  0.99997171   -3 07 55.0
 AC5098;UTM  13      - 3,515,903.284   366,097.425   MT  0.99982113   -0 44 40.7
 AC5098
 AC5098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5098!SPC TX C     -   0.99982603  x   0.99997171  =   0.99979775
 AC5098!UTM  13      -   0.99982603  x   0.99982113  =   0.99964719
 AC5098
 AC5098                          SUPERSEDED SURVEY CONTROL
 AC5098
 AC5098  ELLIP H (07/06/97) 1108.14   (m)                       GP(       ) 1 2
 AC5098  NAVD 88 (07/06/97) 1132.30   (m)         3714.9    (f) LEVELING    3  
 AC5098
 AC5098.Superseded values are not recommended for survey control.
 AC5098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5098.See file dsdata.txt to determine how the superseded data were derived.
 AC5098
 AC5098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6609715903(NAD 83)
 AC5098_MARKER: I = METAL ROD
 AC5098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5098_STAMPING: PASO A 1996
 AC5098_MARK LOGO: NGS   
 AC5098_PROJECTION: FLUSH
 AC5098_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5098+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 AC5098_ROD/PIPE-DEPTH: 15.3 meters
 AC5098_SLEEVE-DEPTH  : 0.9 meters
 AC5098
 AC5098  HISTORY     - Date     Condition        Report By
 AC5098  HISTORY     - 1996     MONUMENTED       NGS
 AC5098  HISTORY     - 19970301 GOOD             NGS
 AC5098  HISTORY     - 20020905 GOOD             JCLS
 AC5098  HISTORY     - 20050401 GOOD             USPSQD
 AC5098  HISTORY     - 20051117 GOOD             INDIV
 AC5098
 AC5098                          STATION DESCRIPTION
 AC5098
 AC5098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5098'IN EL PASO, 19.0 M (62.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AC5098'DEPARTMENT OF TRANSPORTATION HEADQUARTERS AT 212 NORTH CLARK DRIVE,
 AC5098'22.1 M (72.5 FT) EAST OF THE DRIVE CENTERLINE, 18.3 M (60.0 FT) WEST
 AC5098'OF A WITNESS POST AND FENCE, 10.3 M (33.8 FT) SOUTH OF THE CENTER OF
 AC5098'THE NORTH ENTRANCE ROAD TO THE STATE YARD, AND 0.3 M (1.0 FT) ABOVE
 AC5098'THE LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC5098'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AC5098'FOR A CLASS A MARK.
 AC5098
 AC5098                          STATION RECOVERY (1997)
 AC5098
 AC5098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC5098'IN EL PASO, 19.0 M (62.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AC5098'DEPARTMENT OF TRANSPORTATION HEADQUARTERS AT 212 NORTH CLARK DRIVE,
 AC5098'22.1 M (72.5 FT) EAST OF THE DRIVE CENTERLINE, 18.3 M (60.0 FT) WEST
 AC5098'OF A WITNESS POST AND FENCE, 10.3 M (33.8 FT) SOUTH OF THE CENTER OF
 AC5098'THE NORTH ENTRANCE ROAD TO THE STATE YARD, AND 0.3 M (1.0 FT) ABOVE
 AC5098'THE LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC5098'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AC5098'FOR A CLASS A MARK.
 AC5098
 AC5098                          STATION RECOVERY (2002)
 AC5098
 AC5098'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AC5098'RECOVERED IN GOOD CONDITION.
 AC5098
 AC5098                          STATION RECOVERY (2005)
 AC5098
 AC5098'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC5098'RECOVERED IN GOOD CONDITION.
 AC5098
 AC5098                          STATION RECOVERY (2005)
 AC5098
 AC5098'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TM)
 AC5098'MARK RECOVERED AS DESCRIBED EXCEPT THAT REFERENCED TXDOT HEADQUARTERS
 AC5098' 
 AC5098'BUILDING HAS BEEN LEVELED.  THE MARK IS IN THE GRASS AT THE NORTHWEST
 AC5098'CORNER OF TXDOT PROPERTY AT 212 CLARK DR., 60 FEET WEST OF WITNESS
 AC5098'POST AND CHAIN LINK FENCE, 17.2 FEET SOUTH OF SOUTH BACK OF CURB ON
 AC5098'NORTH ENTRANCE INTO TXDOT PROPERTY (ADJACENT TO AND SOUTH OF DULANEY
 AC5098'AVE.), AND 42.4 FEET EAST OF EAST BACK OF CURB ON CLARK DR..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0487 ***********************************************************************
 CE0487  DESIGNATION -  PASO AZ MK
 CE0487  PID         -  CE0487
 CE0487  STATE/COUNTY-  TX/EL PASO
 CE0487  USGS QUAD   -  CLINT NW (1995)
 CE0487
 CE0487                         *CURRENT SURVEY CONTROL
 CE0487  ___________________________________________________________________
 CE0487* NAD 83(1993)-  31 44 16.10300(N)    106 14 33.62298(W)     ADJUSTED  
 CE0487* NAVD 88     -      1223.8    (meters)    4015.     (feet)  VERTCON   
 CE0487  ___________________________________________________________________
 CE0487  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 CE0487  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0487
 CE0487  HORZ ORDER  -  SECOND
 CE0487
 CE0487.The horizontal coordinates were established by classical geodetic methods
 CE0487.and adjusted by the National Geodetic Survey in February 1996..
 CE0487
 CE0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0487
 CE0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0487
 CE0487.The geoid height was determined by GEOID03.
 CE0487
 CE0487;                    North         East     Units Scale Factor Converg.
 CE0487;SPC TX C     - 3,244,473.491   140,308.164   MT  0.99996415   -3 02 37.2
 CE0487;SPC TX C     -10,644,576.78    460,327.70   sFT  0.99996415   -3 02 37.2
 CE0487;UTM  13      - 3,512,045.674   382,285.947   MT  0.99977090   -0 39 13.5
 CE0487
 CE0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0487!SPC TX C     -   0.99981165  x   0.99996415  =   0.99977580
 CE0487!UTM  13      -   0.99981165  x   0.99977090  =   0.99958259
 CE0487
 CE0487                          SUPERSEDED SURVEY CONTROL
 CE0487
 CE0487  NAD 83(1993)-  31 44 16.10713(N)    106 14 33.62092(W) AD(       ) 2
 CE0487  NAD 83(1986)-  31 44 16.10776(N)    106 14 33.62048(W) AD(       ) 2
 CE0487  NAD 27      -  31 44 15.71044(N)    106 14 31.68907(W) AD(       ) 2
 CE0487  NGVD 29 (07/19/86) 1223.2    (m)         4013.     (f) VERT ANG       
 CE0487
 CE0487.Superseded values are not recommended for survey control.
 CE0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0487.See file dsdata.txt to determine how the superseded data were derived.
 CE0487
 CE0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8228612046(NAD 83)
 CE0487_MARKER: DZ = AZIMUTH MARK DISK
 CE0487_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CE0487_SP_SET: METAL PIPE AND CONCRETE SURROUND
 CE0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0487
 CE0487  HISTORY     - Date     Condition        Report By
 CE0487  HISTORY     - 1980     MONUMENTED       NGS
 CE0487
 CE0487                          STATION DESCRIPTION
 CE0487
 CE0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0487'THE STATION IS LOCATED ABOUT 22.1 KM (13-3/4 MI)
 CE0487'EAST-SOUTHEAST FROM THE CENTER OF EL PASO, 8.1 KM
 CE0487'(5.0 MI) NORTH-NORTHEAST FROM THE SMALL COMMUNITY OF
 CE0487'HORIZON CITY, AND 10.5 KM (6-1/2 MI) NORTHEAST THE SMALL
 CE0487'COMMUNITY OF SOCORRO.
 CE0487'OWNERSHIP--STATE OF TEXAS, GENERAL LAND OFFICE,
 CE0487'AUSTIN, TX 78701.
 CE0487'
 CE0487'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10
 CE0487'AND 375 LOOP SOUTHEAST OF EL PASO, GO NORTHEAST ON 375
 CE0487'LOOP FOR 4.9 KM (3.1 MI) TO A GRAVEL CROSSROAD AT A
 CE0487'TELEPHONE LINE CROSSING.  TURN RIGHT AND GO EASTERLY
 CE0487'ALONG TELEPHONE LINE FOR 0.6 KM (0.35 MI) TO A CROSSROAD.
 CE0487'CONTINUE EASTERLY FOR 2.1 KM (1.25 MI) TO THE STATION
 CE0487'ON THE LEFT.
 CE0487'
 CE0487'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 CE0487'STAMPED---PASO 1936---,
 CE0487'SET INTO THE TOP OF A METAL PIPE 10 CM IN DIAMETER
 CE0487'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0487'4.3 METERS (14.0 FT) NORTH FROM THE CENTER OF A SAND ROAD,
 CE0487'3.5 METERS (11.5 FT) WEST FROM A UTILITY POLE AND
 CE0487'0.49 METER (1.6 FT) WEST FROM A METAL WITNESS POST.
 CE0487'
 CE0487'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5097 ***********************************************************************
 AC5097  DESIGNATION -  PASO B
 AC5097  PID         -  AC5097
 AC5097  STATE/COUNTY-  TX/EL PASO
 AC5097  USGS QUAD   -  EL PASO (1997)
 AC5097
 AC5097                         *CURRENT SURVEY CONTROL
 AC5097  ___________________________________________________________________
 AC5097* NAD 83(1993)-  31 46 11.45331(N)    106 24 43.77933(W)     ADJUSTED  
 AC5097* NAVD 88     -      1130.413  (meters)    3708.70   (feet)  ADJUSTED  
 AC5097  ___________________________________________________________________
 AC5097  X           -  -1,533,789.914 (meters)                     COMP
 AC5097  Y           -  -5,207,290.245 (meters)                     COMP
 AC5097  Z           -   3,339,344.282 (meters)                     COMP
 AC5097  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AC5097  ELLIP HEIGHT-        1106.21  (meters)          (10/23/00) GPS OBS
 AC5097  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AC5097  DYNAMIC HT  -        1128.687 (meters)    3703.03  (feet)  COMP
 AC5097  MODELED GRAV-     979,075.4   (mgal)                       NAVD 88
 AC5097
 AC5097  HORZ ORDER  -  B
 AC5097  VERT ORDER  -  FIRST     CLASS II
 AC5097  ELLP ORDER  -  FOURTH    CLASS II
 AC5097
 AC5097.This is a reference station for the EL PASO RRP
 AC5097.National Continuously Operating Reference Station (PASO).
 AC5097
 AC5097.The horizontal coordinates were established by GPS observations
 AC5097.and adjusted by the National Geodetic Survey in July 1997..
 AC5097
 AC5097.The orthometric height was determined by differential leveling
 AC5097.and adjusted by the National Geodetic Survey in July 2002..
 AC5097
 AC5097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5097
 AC5097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5097
 AC5097.The ellipsoidal height was determined by GPS observations
 AC5097.and is referenced to NAD 83.
 AC5097
 AC5097.The geoid height was determined by GEOID03.
 AC5097
 AC5097.The dynamic height is computed by dividing the NAVD 88
 AC5097.geopotential number by the normal gravity value computed on the
 AC5097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5097.degrees latitude (g = 980.6199 gals.).
 AC5097
 AC5097.The modeled gravity was interpolated from observed gravity values.
 AC5097
 AC5097;                    North         East     Units Scale Factor Converg.
 AC5097;SPC TX C     - 3,248,885.911   124,465.247   MT  0.99997149   -3 07 51.4
 AC5097;SPC TX C     -10,659,053.19    408,349.73   sFT  0.99997149   -3 07 51.4
 AC5097;UTM  13      - 3,515,793.323   366,275.662   MT  0.99982054   -0 44 37.1
 AC5097
 AC5097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5097!SPC TX C     -   0.99982633  x   0.99997149  =   0.99979783
 AC5097!UTM  13      -   0.99982633  x   0.99982054  =   0.99964690
 AC5097
 AC5097                          SUPERSEDED SURVEY CONTROL
 AC5097
 AC5097  ELLIP H (07/06/97) 1106.24   (m)                       GP(       ) 1 2
 AC5097  NAVD 88 (07/06/97) 1130.41   (m)         3708.7    (f) LEVELING    3  
 AC5097
 AC5097.Superseded values are not recommended for survey control.
 AC5097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5097.See file dsdata.txt to determine how the superseded data were derived.
 AC5097
 AC5097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6627615793(NAD 83)
 AC5097_MARKER: I = METAL ROD
 AC5097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5097_STAMPING: PASO B 1996
 AC5097_MARK LOGO: NGS   
 AC5097_PROJECTION: FLUSH
 AC5097_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5097+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1997
 AC5097_ROD/PIPE-DEPTH: 12.0 meters
 AC5097_SLEEVE-DEPTH  : 0.9 meters
 AC5097
 AC5097  HISTORY     - Date     Condition        Report By
 AC5097  HISTORY     - 1996     MONUMENTED       NGS
 AC5097  HISTORY     - 19970301 GOOD             NGS
 AC5097
 AC5097                          STATION DESCRIPTION
 AC5097
 AC5097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5097'IN EL PASO, 44.3 M (145.3 FT) EAST OF THE SOUTHEAST CORNER OF THE
 AC5097'DEPARTMENT OF TRANSPORTATION SIGN SHOP AT 212 NORTH CLARK DRIVE, 7.8 M
 AC5097'(25.6 FT) SOUTH OF A FENCE CORNER, 2.2 M (7.2 FT) NORTHWEST OF A FENCE
 AC5097'CORNER, 0.9 M (3.0 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M
 AC5097'(1.0 FT) EAST OF AND LEVEL WITH THE EDGE OF A PARKING LOT.
 AC5097'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC5097'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC5097
 AC5097                          STATION RECOVERY (1997)
 AC5097
 AC5097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC5097'IN EL PASO, 44.3 M (145.3 FT) EAST OF THE SOUTHEAST CORNER OF THE
 AC5097'DEPARTMENT OF TRANSPORTATION SIGN SHOP AT 212 NORTH CLARK DRIVE, 7.8 M
 AC5097'(25.6 FT) SOUTH OF A FENCE CORNER, 2.2 M (7.2 FT) NORTHWEST OF A FENCE
 AC5097'CORNER, 0.9 M (3.0 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M
 AC5097'(1.0 FT) EAST OF AND LEVEL WITH THE EDGE OF A PARKING LOT.
 AC5097'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC5097'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0490 ***********************************************************************
 CE0490  DESIGNATION -  PASO RESET
 CE0490  PID         -  CE0490
 CE0490  STATE/COUNTY-  TX/EL PASO
 CE0490  USGS QUAD   -  YSLETA (1994)
 CE0490
 CE0490                         *CURRENT SURVEY CONTROL
 CE0490  ___________________________________________________________________
 CE0490* NAD 83(1993)-  31 44 24.61570(N)    106 15 23.23211(W)     ADJUSTED  
 CE0490* NAVD 88     -      1228.11   (+/-2cm)    4029.2    (feet)  VERTCON   
 CE0490  ___________________________________________________________________
 CE0490  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 CE0490  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0490
 CE0490  HORZ ORDER  -  FIRST
 CE0490  VERT ORDER  -  THIRD ? (See Below)
 CE0490
 CE0490.The horizontal coordinates were established by classical geodetic methods
 CE0490.and adjusted by the National Geodetic Survey in February 1996..
 CE0490
 CE0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0490.The vertical order pertains to the NGVD 29 superseded value.
 CE0490
 CE0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0490
 CE0490.The geoid height was determined by GEOID03.
 CE0490
 CE0490;                    North         East     Units Scale Factor Converg.
 CE0490;SPC TX C     - 3,244,804.721   139,018.174   MT  0.99996468   -3 03 02.7
 CE0490;SPC TX C     -10,645,663.49    456,095.46   sFT  0.99996468   -3 03 02.7
 CE0490;UTM  13      - 3,512,322.773   380,983.517   MT  0.99977470   -0 39 39.8
 CE0490
 CE0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0490!SPC TX C     -   0.99981098  x   0.99996468  =   0.99977566
 CE0490!UTM  13      -   0.99981098  x   0.99977470  =   0.99958572
 CE0490
 CE0490:                Primary Azimuth Mark                     Grid Az
 CE0490:SPC TX C     -  PASO AZ MK                               104 24 02.2
 CE0490:UTM  13      -  PASO AZ MK                               102 00 39.3
 CE0490
 CE0490|---------------------------------------------------------------------|
 CE0490| PID    Reference Object                     Distance      Geod. Az  |
 CE0490|                                                           dddmmss.s |
 CE0490| CE0487 PASO AZ MK                          APPROX. 1.3 KM 1012059.5 |
 CE0490| CC7951 PASO RM 1                            21.362 METERS 27611     |
 CE0490| CE0527 SITE MONITER WATER TANK             APPROX. 8.8 KM 3320941.3 |
 CE0490| CC7952 PASO RM 2                            18.411 METERS 35836     |
 CE0490|---------------------------------------------------------------------|
 CE0490
 CE0490                          SUPERSEDED SURVEY CONTROL
 CE0490
 CE0490  NAD 83(1993)-  31 44 24.61969(N)    106 15 23.23006(W) AD(       ) 1
 CE0490  NAD 83(1986)-  31 44 24.62038(N)    106 15 23.22961(W) AD(       ) 1
 CE0490  NAD 27      -  31 44 24.22300(N)    106 15 21.29700(W) AD(       ) 1
 CE0490  NGVD 29 (07/19/86) 1227.50   (m)         4027.2    (f) LEVELING    3  
 CE0490
 CE0490.Superseded values are not recommended for survey control.
 CE0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0490.See file dsdata.txt to determine how the superseded data were derived.
 CE0490
 CE0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8098412323(NAD 83)
 CE0490_MARKER: DD = SURVEY DISK
 CE0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CE0490_STAMPING: PASO 1936 1972
 CE0490_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CE0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0490+STABILITY: SURFACE MOTION
 CE0490
 CE0490  HISTORY     - Date     Condition        Report By
 CE0490  HISTORY     - 1936     MONUMENTED       CGS
 CE0490  HISTORY     - 1954     GOOD             AMS
 CE0490  HISTORY     - 1971     GOOD             NGS
 CE0490  HISTORY     - 1972     GOOD             NGS
 CE0490  HISTORY     - 1980     GOOD             NGS
 CE0490  HISTORY     - 19990811 GOOD             NGS
 CE0490
 CE0490                          STATION DESCRIPTION
 CE0490
 CE0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0490'STATION IS 5.0 MILES NE OF YSLETA RAILROAD STATION AND IS
 CE0490'ON A FLAT MESA JUST W OF A DIP IN MESA.  IT IS 36 FEET S OF
 CE0490'THE PIPELINE ROAD AND 65.4 FEET SW OF TELEPHONE POLE NO. 8/15.
 CE0490'THE PIPE IN WHICH THE MARK IS SET PROJECTS 12 INCHES.
 CE0490'
 CE0490'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CE0490'SET IN CONCRETE, IN THE TOPS OF TILES.
 CE0490'
 CE0490'REFERENCE MARK NO. 1 IS 65 FEET SSW OF POLE NO. 8/15, AND
 CE0490'PROJECTS 14 INCHES.
 CE0490'
 CE0490'REFERENCE MARK NO. 2 IS 27.5 FEET ENE OF POLE NO. 8/15, AND
 CE0490'PROJECTS 4 INCHES.
 CE0490'
 CE0490'THE AZIMUTH MARK IS ALONG THE ROAD, 15 FEET N OF CENTER LINE
 CE0490'OF PIPELINE ROAD AND 12 FEET W OF POLE 9/11.  THE PIPE IN
 CE0490'WHICH THE MARK IS SET PROJECTS 4 INCHES.
 CE0490'
 CE0490'THE STACK OBSERVED IS THE PROPERTY OF THE NICHOLS COPPER
 CE0490'COMPANY AND IS CONSTRUCTED OF BRICK.
 CE0490'
 CE0490'STATION WAS REACHED FROM THE RAILROAD CROSSING 150 YARDS W
 CE0490'OF THE YSLETA RAILROAD STATION, BY DRIVING N ON MACADAM ROAD
 CE0490'FOR 4.0 MILES TO A ROAD ON THE RIGHT AND A TELEPHONE LINE.
 CE0490'TURN RIGHT, OR E, AND FOLLOW TELEPHONE LINE 0.8 MILE TO
 CE0490'LOCKED BOARD GATE.  CONTINUE, PASSING THROUGH GATE, 1.0 MILE
 CE0490'TO POLE 8/15 AND STATION ON THE RIGHT.
 CE0490'
 CE0490'A 20-FOOT TOWER CLEARED ALL LINES.
 CE0490
 CE0490                          STATION RECOVERY (1954)
 CE0490
 CE0490'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0490'THE STATION MARK (A STANDARD DISK, STAMPED PASO 1936 AND SET
 CE0490'IN CONCRETE IN THE TOP OF A TILE PROJECTING 1.0 FT.) WAS
 CE0490'RECOVERED AS DESCRIBED IN GOOD CONDITION.  STATION IS 37 FT.
 CE0490'W-NW OF THE CENTER OF A THORN BUSH, 65 FT. NW OF POLE 8/15,
 CE0490'35 FT. N OF THE CENTERLINE OF A ROAD (S OF A TELEPHONE LINE),
 CE0490'AND 115 FT. N-NE OF THE CENTER OF A THORN BUSH.
 CE0490'
 CE0490'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CE0490'
 CE0490'THE AZIMUTH MARK (A STANDARD AZIMUTH-MARK DISK, STAMPED PASO
 CE0490'1936 AND SET IN CONCRETE IN THE TOP OF A TILE PROJECTING
 CE0490'0.1 FT.) WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  MARK
 CE0490'IS 11.5 FT. W OF POLE 9/11, 15 FT. S OF THE CENTERLINE OF
 CE0490'A ROAD, 35 FT. SE OF THE CENTER OF A THORN BUSH, 85 FT. NE
 CE0490'BETWEEN TWIN THORN BUSHES, AND 45 FT. N BETWEEN TWO THORN
 CE0490'BUSHES.
 CE0490
 CE0490                          STATION RECOVERY (1971)
 CE0490
 CE0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLW)
 CE0490'TO REACH FROM THE POST OFFICE IN YSLETA, GO NORTHEAST ON
 CE0490'ARAGOSA ROAD FOR 0.45 MILE TO THE INTERSECTION OF STATE HIGHWAY
 CE0490'659 AND TEXAS PACIFIC RAILROAD TRACK.  CONTINUE STRAIGHT AHEAD
 CE0490'ON STATE HIGHWAY 659 FOR 0.6 MILE TO THE INTERSECTION OF
 CE0490'STATE HIGHWAY 659 AND STATE HIGHWAY 76 (NORTH LOOP ROAD),
 CE0490'CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO AN UNDERPASS (U.S.
 CE0490'HIGHWAY 10), CONTINUE STRAIGHT AHEAD FOR 1.65 MILES TO A MICROWAVE
 CE0490'TOWER ON THE RIGHT, CONTINUE 0.45 MILE TO A T ROAD ON THE
 CE0490'RIGHT.  TURN RIGHT AND FOLLOW THIS ROAD ALONG A POLE
 CE0490'LINE FOR 1.4 MILE TO AN INTERSECTION OF DIRT ROADS.
 CE0490'CONTINUE ALONG POLE ROAD FOR 0.3 MILE TO THE HIGH POINT
 CE0490'OF THE RIDGE, POLE NUMBER 8/15 ON THE LEFT AND THE STATION
 CE0490'ON THE RIGHT.
 CE0490'
 CE0490'STATION IS 36 FEET SOUTH OF THE ROAD, 64.5 FEET SOUTHWEST
 CE0490'OF THE ABOVE MENTIONED POLE.  MARK IS STAMPED PASO 1936 AND
 CE0490'IS SET IN THE TOP OF A 4 INCH PIPE WHICH PROJECTS ABOUT 1
 CE0490'FOOT ABOVE GROUND LEVEL.
 CE0490'
 CE0490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CE0490'NORTHEAST OF YSLETA.
 CE0490
 CE0490                          STATION RECOVERY (1972)
 CE0490
 CE0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CE0490'THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND IN FAIR
 CE0490'CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 CE0490'FOUND IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARK
 CE0490'NO. 1, WHICH WERE 4-INCH CAST-IRON PIPE FILLED WITH CONCRETE,
 CE0490'HAD BEEN USED FOR TARGET-PRACTICE BY HIGH-POWERED-RIFLES,
 CE0490'THE CAST-IRON HAD BEEN BROKEN IN SEVERAL PLACES.  A CONCRETE
 CE0490'BASE WAS PLACED AROUND THE PIPE.
 CE0490'
 CE0490'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 CE0490'
 CE0490'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CE0490'
 CE0490'THE STATION IS LOCATED ABOUT 13-1/2 MILES EAST OF EL PASO,
 CE0490'6 MILES SOUTHWEST OF THE INTERSECTION OF U.S. HWYS. 62, 180 AND
 CE0490'FARM ROAD 659, 3 MILES NORTHEAST OF THE INTERSECTION OF INTER-STATE
 CE0490'10 AND FARM ROAD 659, 1-3/4 MILES EAST-SOUTHEAST ALONG A TELEPHONE
 CE0490'LINE FROM FARM ROAD 659, ON THE EAST EDGE OF A LARGE FLAT
 CE0490'MESA AND JUST WEST OF WHERE THE MESA DROPS OFF TO LOW FLAT
 CE0490'DRAINAGE AREA.
 CE0490'
 CE0490'TO REACH THE STATION FROM THE INTERSECTION OF MONTANA AVE.
 CE0490'(U.S. HWYS. 62 AND 180) AND AIRPORT ROAD, WHICH IS LOCATED
 CE0490'ON THE EAST EDGE OF EL PASO.  GO EASTERLY ON U.S. HWYS. 62
 CE0490'AND 180 (MONTANA AVE.) FOR 10.5 MILES TO THE INTERSECTION
 CE0490'OF FARM ROAD 659 ON THE RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY
 CE0490'ON FARM ROAD 659 FOR 6.15 MILES TO A BLADED SAND ROAD ON THE
 CE0490'LEFT, LEADING EASTERLY ALONG TELEPHONE LINE.  TURN LEFT AND
 CE0490'FOLLOW BLADED SAND ROAD EASTERLY ALONG TELEPHONE LINE FOR
 CE0490'0.35 MILE TO FORK, KEEP THE LEFT FORK AND CONTINUE EASTERLY
 CE0490'ON BLADED ROAD ALONG TELEPHONE LINE FOR 0.95 MILE TO
 CE0490'CROSSROADS.  CONTINUE STRAIGHT AHEAD EASTERLY ON BLADED SAND
 CE0490'ROAD ALONG TELEPHONE LINE FOR 0.35 MILE TO STATION ON THE
 CE0490'RIGHT, AND JUST BEFORE REACHING POINT WHERE ROAD DROPS
 CE0490'OFF TO LOW FLAT AREA.
 CE0490'
 CE0490'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A 10-INCH
 CE0490'ROUND CONCRETE POST THAT PROJECTS 12-INCHES AND IS STAMPED
 CE0490'PASO 1936 1972.  IT IS 81 FEET SOUTH OF A BURIED PIPE-LINE,
 CE0490'64 FEET SOUTHEAST OF A TELEPHONE POLE, 34 FEET SOUTH OF THE
 CE0490'CENTER OF BLADED ROAD AND 3 FEET WEST OF A METAL WITNESS POST.
 CE0490'
 CE0490'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 CE0490'A 10-INCH ROUND CONCRETE POST THAT PROJECTS 12-INCHES AND
 CE0490'IS STAMPED PASO NO 1 1936.  IT IS 73 FEET WEST OF A METAL
 CE0490'WITNESS POST, 64 FEET SOUTHWEST OF TELEPHONE POLE AND 40
 CE0490'FEET SOUTH OF THE CENTER OF BLADED ROAD.
 CE0490'
 CE0490'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A
 CE0490'4-INCH CAST-IRON PIPE THAT IS FILLED WITH CONCRETE, THAT
 CE0490'PROJECTS ABOUT 4-INCHES AND IS STAMPED PASO NO 2 1936.  IT
 CE0490'IS 62 FEET NORTH OF A METAL WITNESS POST, 27 FEET EAST OF
 CE0490'A TELEPHONE POLE, 25 FEET NORTH OF THE CENTER OF BLADED ROAD
 CE0490'AND 22 FEET SOUTH OF A BURIED PIPE-LINE.
 CE0490'
 CE0490'AZIMUTH MARK, IS A STANDARD DISK, SET IN THE TOP OF A 4-INCH
 CE0490'CAST-IRON PIPE THAT IS FILLED WITH CONCRETE, THAT PROJECTS
 CE0490'ABOUT 2-INCHES AND IS STAMPED PASO 1936.  IT IS 29 FEET SOUTH
 CE0490'OF A BURIED PIPE-LINE, 15 FEET NORTH OF THE CENTER OF BLADED
 CE0490'ROAD, 11 FEET WEST OF A TELEPHONE POLE AND 2 FEET WEST OF A
 CE0490'METAL WITNESS POST.
 CE0490'
 CE0490'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BLADED
 CE0490'ROAD ALONG TELEPHONE LINE FOR 0.85 MILE TO MARK ON THE LEFT.
 CE0490'
 CE0490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EL PASO
 CE0490'14 MILES EAST-SOUTHEAST
 CE0490
 CE0490                          STATION RECOVERY (1980)
 CE0490
 CE0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0490'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CE0490'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 CE0490'ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND TO BE SMALLER
 CE0490'BY 35 SECONDS.  THE DISTANCE TO REFERENCE MARK 1 WAS
 CE0490'FOUND TO BE LONGER BY 0.010 METER AND THE DISTANCE TO
 CE0490'REFERENCE MARK 2 WAS FOUND TO BE LONGER BY 0.009 METER.
 CE0490'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) EAST-SOUTHEAST
 CE0490'FROM THE CENTER OF EL PASO AND 8.0 KM (5 MI) NORTHWEST OF
 CE0490'HORIZON CITY.
 CE0490'OWNERSHIP--GENERAL LAND OFFICE, AUSTIN, TX 78701.
 CE0490'
 CE0490'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0490'HIGHWAY 10 AND TEXAS 375 LOOP, GO NORTHEAST AND NORTH ON
 CE0490'375 LOOP FOR 5.0 KM (3.1 MI) TO A DIRT
 CE0490'ROAD AT A TELEPHONE LINE CROSSING.  TURN RIGHT AND GO
 CE0490'EASTERLY FOR 0.6 KM (0.35 MI) TO THE HIGHEST GROUND AND
 CE0490'THE STATION ON THE RIGHT.
 CE0490'
 CE0490'THE STATION IS A STANDARD CGS DISK
 CE0490'STAMPED---PASO 1936 1972---,
 CE0490'BRAZED TO THE TOP OF A 4-INCH PIPE AND SURROUNDED BY
 CE0490'CONCRETE.  DISK PROJECTS 29 CM ABOVE THE GROUND.
 CE0490'IT IS LOCATED
 CE0490'19.8 METERS (65.0 FT) SOUTHEAST FROM A TELEPHONE POLE NUMBER 5,
 CE0490'10.2 METERS (33.5 FT) SOUTH FROM THE CENTER OF THE DIRT ROAD, AND
 CE0490'1.49 METERS (4.89 FT) SOUTH FROM A METAL WITNESS POST.
 CE0490'
 CE0490'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 CE0490'STAMPED---PASO NO 1 1936---,
 CE0490'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 26 CM IN DIAMETER
 CE0490'PROJECTING 29 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0490'19.80 METERS (65.0 FT) SOUTHWEST FROM THE TELEPHONE POLE NUMBER 5,
 CE0490'12.5 METERS (41.0 FT) SOUTH FROM THE CENTER OF THE DIRT ROAD, AND
 CE0490'0.42 METER (1.38 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 CE0490'MARK IS LEVEL WITH STATION.
 CE0490'
 CE0490'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 CE0490'STAMPED---PASO NO 2 1936---,
 CE0490'SET INTO THE TOP OF A METAL PIPE 11 CM IN DIAMETER
 CE0490'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0490'8.40 METERS (27.6 FT) EAST-NORTHEAST FROM THE TELEPHONE POLE
 CE0490'NUMBER 5,
 CE0490'7.7 METERS (25.3 FT) NORTH FROM THE CENTER OF THE DIRT ROAD, AND
 CE0490'0.27 METER (0.88 FT) WEST FROM A METAL WITNESS POST.
 CE0490'MARK IS ABOVE STATION 0.3 METERS.
 CE0490'
 CE0490'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS DISK
 CE0490'STAMPED---PASO 1936---,
 CE0490'SET INTO THE TOP OF A METAL PIPE 11 CM IN DIAMETER
 CE0490'FLUSH WITH GROUND.  IT IS LOCATED
 CE0490'4.4 METERS (14.4 FT) NORTH FROM THE CENTER OF THE DIRT ROAD,
 CE0490'3.40 METERS (11.2 FT) WEST FROM A TELEPHONE POLE, AND
 CE0490'0.55 METER (1.80 FT) WEST FROM A MWP.
 CE0490'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON DIRT
 CE0490'ROAD FOR 1.4 KM (0.85 MI) TO THE MARK ON LEFT.
 CE0490'
 CE0490'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 32.9 METERS.
 CE0490
 CE0490                          STATION RECOVERY (1999)
 CE0490
 CE0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CE0490'STATION, RM1, AZ MK, RECOVERED.  RM2 SEARCHED FOR, NOT RECOVERED.  MAY
 CE0490'HAVE BEEN KNOCKED OUT BY PIPELINE.  NEW TO REACH.  TELEPHONE LINE AND
 CE0490'POLES IN 1980 DESCRIPTION ARE GONE.  FROM INTERSECTION OF I.H.  10 AND
 CE0490'LOOP 375 (AMERICAS AVE) GO NE AND N ON LOOP 375, TO PAVED RD.  (VISTA
 CE0490'DEL SOL) RIGHT.  TURN RIGHT AND GO EAST ON VISTA DEL 0.334 MILES
 CE0490'(0.538 KM) TO TWO DIRT RD.S SE ON THE RIGHT.  TURN RIGHT ON THE
 CE0490'NEAREST (WEST-MOST) OF THE TWO DIRT RDS AND GO SE FOR 0.289 MILES
 CE0490'(0.465 KM) TO STATION ON RIGHT.  AZ MK IS 0.862 MILES (1.387 KM) SE
 CE0490'FOR STATION ALONG SAME DIRT RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0967 ***********************************************************************
 CD0967  DESIGNATION -  PASOTEX
 CD0967  PID         -  CD0967
 CD0967  STATE/COUNTY-  TX/CULBERSON
 CD0967  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0967
 CD0967                         *CURRENT SURVEY CONTROL
 CD0967  ___________________________________________________________________
 CD0967* NAD 83(1993)-  31 52 38.37540(N)    104 37 04.27452(W)     ADJUSTED  
 CD0967* NAVD 88     -      1296.     (meters)    4252.     (feet)  SCALED    
 CD0967  ___________________________________________________________________
 CD0967  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 CD0967  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CD0967
 CD0967  HORZ ORDER  -  FIRST
 CD0967
 CD0967.The horizontal coordinates were established by classical geodetic methods
 CD0967.and adjusted by the National Geodetic Survey in February 1996..
 CD0967
 CD0967.The orthometric height was scaled from a topographic map.
 CD0967
 CD0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0967
 CD0967.The geoid height was determined by GEOID03.
 CD0967
 CD0967;                    North         East     Units Scale Factor Converg.
 CD0967;SPC TX C     - 3,252,880.288   294,704.943   MT  0.99999839   -2 12 24.4
 CD0967;SPC TX C     -10,672,158.08    966,877.80   sFT  0.99999839   -2 12 24.4
 CD0967;SPC NM E     -    97,301.823   138,081.409   MT  0.99991802   -0 09 00.9
 CD0967;SPC NM E     -   319,231.06    453,022.09   sFT  0.99991802   -0 09 00.9
 CD0967;UTM  13      - 3,526,902.048   536,143.824   MT  0.99961611   +0 12 06.5
 CD0967
 CD0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0967!SPC TX C     -   0.99980031  x   0.99999839  =   0.99979870
 CD0967!SPC NM E     -   0.99980031  x   0.99991802  =   0.99971835
 CD0967!UTM  13      -   0.99980031  x   0.99961611  =   0.99941650
 CD0967
 CD0967:                Primary Azimuth Mark                     Grid Az
 CD0967:SPC TX C     -  EL PASO FORT WORTH AWY BCN 11            114 27 02.8
 CD0967:SPC NM E     -  EL PASO FORT WORTH AWY BCN 11            112 23 39.3
 CD0967:UTM  13      -  EL PASO FORT WORTH AWY BCN 11            112 02 31.9
 CD0967
 CD0967|---------------------------------------------------------------------|
 CD0967| PID    Reference Object                     Distance      Geod. Az  |
 CD0967|                                                           dddmmss.s |
 CD0967| CD0971 EL PASO FORT WORTH AWY BCN 11       APPROX. 7.0 KM 1121438.4 |
 CD0967| CH9261 PASOTEX RM 1                          7.776 METERS 19724     |
 CD0967| CH9260 PASOTEX AZ MK                                      2832517.8 |
 CD0967| CH9262 PASOTEX RM 2                          6.899 METERS 29640     |
 CD0967|---------------------------------------------------------------------|
 CD0967
 CD0967                          SUPERSEDED SURVEY CONTROL
 CD0967
 CD0967  NAD 83(1993)-  31 52 38.37612(N)    104 37 04.27345(W) AD(       ) 1
 CD0967  NAD 83(1986)-  31 52 38.37635(N)    104 37 04.27259(W) AD(       ) 1
 CD0967  NAD 27      -  31 52 37.95000(N)    104 37 02.47200(W) AD(       ) 1
 CD0967
 CD0967.Superseded values are not recommended for survey control.
 CD0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0967.See file dsdata.txt to determine how the superseded data were derived.
 CD0967
 CD0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER3614426902(NAD 83)
 CD0967_MARKER: DS = TRIANGULATION STATION DISK
 CD0967_SETTING: 66 = SET IN ROCK OUTCROP
 CD0967_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD0967
 CD0967  HISTORY     - Date     Condition        Report By
 CD0967  HISTORY     - 1943     MONUMENTED       CGS
 CD0967
 CD0967                          STATION DESCRIPTION
 CD0967
 CD0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0967'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE-SHAPED
 CD0967'HILL, ABOUT 10 MILES (AIRLINE) E OF PINE SPRINGS AND ABOUT
 CD0967'8-1/2 MILES WNW OF 9K RANCH HEADQUARTERS.
 CD0967'
 CD0967'THE STATE LINE BAR IS ON U.S. HIGHWAY 62 ABOUT 18.4 MILES N
 CD0967'OF PINE SPRINGS, AND ABOUT 38 MILES S OF THE CITY LIMITS OF
 CD0967'CARLSBAD, NEW MEXICO.
 CD0967'
 CD0967'THE STATION MARK IS A BRONZE STATION DISK SET IN A DRILL
 CD0967'HOLE IN BEDROCK, ABOUT 14 INCHES BELOW THE SURFACE OF THE
 CD0967'GROUND.  IT IS STAMPED PASOTEX 1943.
 CD0967'
 CD0967'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CD0967'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE
 CD0967'GROUND.  IT IS STAMPED PASOTEX NO 1 1943.
 CD0967'
 CD0967'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CD0967'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH GROUND.  IT IS STAMPED
 CD0967'PASOTEX NO 2 1943.
 CD0967'
 CD0967'THE AZIMUTH MARK IS ON THE SLOPE OF A RIDGE ABOUT 0.3 MILE
 CD0967'WNW OF THE STATION, NEAR A SMALL ROCK CAIRN.  IT IS A BRONZE
 CD0967'STATION DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CD0967'PROJECTS ABOUT 3 INCHES ABOVE GROUND.  IT IS STAMPED PASOTEX
 CD0967'1943.
 CD0967'
 CD0967'TO REACH FROM THE STATE LINE BAR, GO S ON GRADED DIRT ROAD
 CD0967'5,2 MILES TO FORKS.  KEEP STRAIGHT AHEAD ON RIGHT FORK 2.4
 CD0967'MILES TO CROSSROADS.  TURN RIGHT ON PIPELINE ROAD, THROUGH
 CD0967'CATTLE GUARD, FOR 6.6 MILES.  PASS THROUGH CATTLE GUARD AND
 CD0967'CONTINUE 0.7 MILE.  TURN RIGHT, ACROSS COUNTRY, AROUND THE
 CD0967'POINT OF A LOW RIDGE FOR 0.25 MILE TO GAP.  BEAR LEFT, NW, UP
 CD0967'DRAW 1/2 MILE TO BASE OF RIDGE-SHAPED HILL.  THE STATION IS
 CD0967'ABOUT 0.2 MILE NW OF THIS POINT ON HIGHEST POINT OF HILL.
 CD0967'
 CD0967'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 CD0967'
 CD0967'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0190 ***********************************************************************
 AP0190  DESIGNATION -  PASS
 AP0190  PID         -  AP0190
 AP0190  STATE/COUNTY-  TX/MAVERICK
 AP0190  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0190
 AP0190                         *CURRENT SURVEY CONTROL
 AP0190  ___________________________________________________________________
 AP0190* NAD 83(1993)-  28 42 51.68089(N)    100 27 26.27398(W)     ADJUSTED  
 AP0190* NAVD 88     -       276.4    (meters)     907.     (feet)  VERTCON   
 AP0190  ___________________________________________________________________
 AP0190  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AP0190  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0190
 AP0190  HORZ ORDER  -  FIRST
 AP0190
 AP0190.The horizontal coordinates were established by classical geodetic methods
 AP0190.and adjusted by the National Geodetic Survey in February 1996..
 AP0190
 AP0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0190
 AP0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0190
 AP0190.The geoid height was determined by GEOID03.
 AP0190
 AP0190;                    North         East     Units Scale Factor Converg.
 AP0190;SPC TXSC     - 4,098,529.570   457,628.682   MT  0.99992146   -0 42 50.2
 AP0190;SPC TXSC     -13,446,592.43  1,501,403.43   sFT  0.99992146   -0 42 50.2
 AP0190;UTM  14      - 3,177,209.155   357,662.446   MT  0.99985003   -0 42 01.0
 AP0190
 AP0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0190!SPC TXSC     -   0.99996019  x   0.99992146  =   0.99988165
 AP0190!UTM  14      -   0.99996019  x   0.99985003  =   0.99981022
 AP0190
 AP0190:                Primary Azimuth Mark                     Grid Az
 AP0190:SPC TXSC     -  MINE STACK                               235 41 27.4
 AP0190:UTM  14      -  MINE STACK                               235 40 38.2
 AP0190
 AP0190|---------------------------------------------------------------------|
 AP0190| PID    Reference Object                     Distance      Geod. Az  |
 AP0190|                                                           dddmmss.s |
 AP0190| AP0239 MINE STACK                          APPROX.26.3 KM 2345837.2 |
 AP0190| AP0238 MINE STACK                          APPROX.20.7 KM 2372336.5 |
 AP0190| AP0236 MINE SPIRE                          APPROX.19.1 KM 2381616.7 |
 AP0190| AP0237 FLAT ROOFED BUILDING CHIMNEY        APPROX.19.1 KM 2383923.3 |
 AP0190| AP0232 MINE TALLEST OF THREE STACKS        APPROX.17.2 KM 2400720.9 |
 AP0190| AP0235 EAGLE PASS CATHOLIC CH CROSS        APPROX. 4.8 KM 2650436.3 |
 AP0190| AP0234 EAGLE PASS WATER PWR PLANT STK      APPROX. 4.9 KM 2654442.8 |
 AP0190| AP0192 TANK NEAR STA LAPLACE               APPROX. 3.4 KM 2662248.3 |
 AP0190| AP0233 EAGLE PASS CONVENT CUPOLA           APPROX. 4.3 KM 2723829.1 |
 AP0190| AP0191 N EAGLE PASS PROM LATTICE ROOF      APPROX. 4.3 KM 2783052.6 |
 AP0190| AP0231 HOUSE CUP 12 MI NW EAGLE PASS       APPROX.23.3 KM 3160908.3 |
 AP0190| CV5057 PASS RM                              11.552 METERS 33203     |
 AP0190| AP0207 LAMAR MINE TANK                     APPROX. 9.8 KM 3494251.2 |
 AP0190|---------------------------------------------------------------------|
 AP0190
 AP0190                          SUPERSEDED SURVEY CONTROL
 AP0190
 AP0190  NAD 83(1986)-  28 42 51.67626(N)    100 27 26.25172(W) AD(       ) 1
 AP0190  NAD 27      -  28 42 50.76000(N)    100 27 24.97800(W) AD(       ) 1
 AP0190  NGVD 29 (07/19/86)  276.2    (m)          906.     (f) VERT ANG       
 AP0190
 AP0190.Superseded values are not recommended for survey control.
 AP0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0190.See file dsdata.txt to determine how the superseded data were derived.
 AP0190
 AP0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5766277209(NAD 83)
 AP0190_MARKER: DS = TRIANGULATION STATION DISK
 AP0190_SETTING: 0 = UNSPECIFIED SETTING
 AP0190
 AP0190  HISTORY     - Date     Condition        Report By
 AP0190  HISTORY     - 1918     MONUMENTED       CGS
 AP0190  HISTORY     - 1937     MARK NOT FOUND   LOCSUR
 AP0190
 AP0190                          STATION DESCRIPTION
 AP0190
 AP0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0190'STATION IS ABOUT 3 MILES ENE FROM EAGLE PASS ON THE TOP OF THE
 AP0190'SHOULDER OF THE HIGHEST HILL IN THE VICINITY.
 AP0190'
 AP0190'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0190'CONCRETE.
 AP0190'
 AP0190'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0190'
 AP0190'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0190'CONCRETE, 11.552 METERS (37.90 FEET) FROM THE STATION,
 AP0190'N 27 DEG 57 MIN W.
 AP0190'
 AP0190'TO REACH THE STATION FROM EAGLE PASS TAKE THE CARRIZO SPRINGS
 AP0190'ROAD 2-3/4 MILES TO THE FIRST HILL E OF THE EAGLE PASS CLUBHOUSE.
 AP0190'TURN TO THE N THROUGH A WIRE FENCE AND FOLLOW ALONG THE RIDGE
 AP0190'1/2 MILE TO THE STATION.
 AP0190
 AP0190                          STATION RECOVERY (1937)
 AP0190
 AP0190'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937
 AP0190'RECOVERED BY KARGL AERIAL SURVEYS LTD.
 AP0190'
 AP0190'THIS MARK WAS NOT RECOVERED, AND FROM ALL INDICATIONS IT
 AP0190'WAS DESTROYED WHEN CALICHE PIT WAS DUG INTO HILL TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2066 ***********************************************************************
 AY2066  DESIGNATION -  PASS
 AY2066  PID         -  AY2066
 AY2066  STATE/COUNTY-  TX/UVALDE
 AY2066  USGS QUAD   -  DEEP CREEK (1971)
 AY2066
 AY2066                         *CURRENT SURVEY CONTROL
 AY2066  ___________________________________________________________________
 AY2066* NAD 83(1993)-  29 24 09.79353(N)    099 45 09.48380(W)     ADJUSTED  
 AY2066* NAVD 88     -       409.2    (meters)    1343.     (feet)  VERTCON   
 AY2066  ___________________________________________________________________
 AY2066  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AY2066  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY2066
 AY2066  HORZ ORDER  -  SECOND
 AY2066
 AY2066.The horizontal coordinates were established by classical geodetic methods
 AY2066.and adjusted by the National Geodetic Survey in February 1996..
 AY2066
 AY2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2066
 AY2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2066
 AY2066.The geoid height was determined by GEOID03.
 AY2066
 AY2066;                    North         East     Units Scale Factor Converg.
 AY2066;SPC TXSC     - 4,174,164.546   526,960.639   MT  0.99986394   -0 22 07.4
 AY2066;SPC TXSC     -13,694,738.18  1,728,870.03   sFT  0.99986394   -0 22 07.4
 AY2066;UTM  14      - 3,252,840.397   426,978.320   MT  0.99966579   -0 22 10.3
 AY2066
 AY2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2066!SPC TXSC     -   0.99993934  x   0.99986394  =   0.99980329
 AY2066!UTM  14      -   0.99993934  x   0.99966579  =   0.99960515
 AY2066
 AY2066:                Primary Azimuth Mark                     Grid Az
 AY2066:SPC TXSC     -  PASS AZ MK                               008 11 10.5
 AY2066:UTM  14      -  PASS AZ MK                               008 11 13.4
 AY2066
 AY2066|---------------------------------------------------------------------|
 AY2066| PID    Reference Object                     Distance      Geod. Az  |
 AY2066|                                                           dddmmss.s |
 AY2066| CV5058 PASS AZ MK                                         0074903.1 |
 AY2066| AY2065 PASS RM 1                            15.207 METERS 09823     |
 AY2066| AY2036 KNIPPA TANK                         APPROX.16.3 KM 1362343.0 |
 AY2066| CV5059 PASS RM 2                            10.151 METERS 20512     |
 AY2066|---------------------------------------------------------------------|
 AY2066
 AY2066                          SUPERSEDED SURVEY CONTROL
 AY2066
 AY2066  NAD 83(1986)-  29 24 09.79154(N)    099 45 09.46558(W) AD(       ) 2
 AY2066  NAD 27      -  29 24 08.95328(N)    099 45 08.26891(W) AD(       ) 2
 AY2066  NGVD 29 (07/19/86)  409.1    (m)         1342.     (f) VERT ANG       
 AY2066
 AY2066.Superseded values are not recommended for survey control.
 AY2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2066.See file dsdata.txt to determine how the superseded data were derived.
 AY2066
 AY2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2697852840(NAD 83)
 AY2066_MARKER: DD = SURVEY DISK
 AY2066_SETTING: 80 = SET IN A BOULDER
 AY2066_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 AY2066
 AY2066  HISTORY     - Date     Condition        Report By
 AY2066  HISTORY     - 1972     MONUMENTED       USGS
 AY2066
 AY2066                          STATION DESCRIPTION
 AY2066
 AY2066'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (ILC)
 AY2066'THE STATION IS ABOUT 13 MILES NORTH AND 1 MILE EAST OF UVALDE, 8
 AY2066'MILES NORTH AND 7-1/2 MILES WEST OF KNIPPA, 1/2 MILE WEST OF U.S.
 AY2066'HIGHWAY 83, ON THE SUMMIT OF A ROCKY, BRUSH COVERED PROMINENT
 AY2066'KNOLL AND ON PROPERTY HARVEY GULLEY, ADDRESS RURAL ROUTE, UVALDE.
 AY2066'
 AY2066'TO REACH THE STATION FROM THE POST OFFICE IN UVALDE, GO NORTH ON
 AY2066'U.S. HIGHWAY 83 FOR 8.55 MILES TO THE JUNCTION WITH FARM ROAD 2690.
 AY2066'CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 4.6 MILES TO THE HOME OF
 AY2066'HARVEY GULLEY ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR
 AY2066'0.95 MILE TO THE END OF TRUCK TRAVEL.* CROSS FENCE AND PACK WEST,
 AY2066'UP DRAW FOR ABOUT 1/4 MILE TO THE BASE OF A KNOLL, CONTINUE
 AY2066'WEST, UPHILL TO THE TOP OF KNOLL AND THE STATION, THIS IS ABOUT A
 AY2066'20 MINUTE PACK.
 AY2066'
 AY2066'* TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON U.S. HIGHWAY
 AY2066'83 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 AY2066'
 AY2066'THE STATION MARK IS A METAL DISK OF THE U.S. GEOLOGICAL SURVEY,
 AY2066'STAMPED PASS 1960, CEMENTED IN A DRILL HOLE IN AN 18 X 18 INCH
 AY2066'BOULDER, THAT PROJECTS 4 INCHES.
 AY2066'
 AY2066'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PASS USGS NO 1 1972,
 AY2066'CEMENTED IN A DRILL HOLE IN A 4 X 8 FOOT BOULDER, THAT PROJECTS 12
 AY2066'INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE
 AY2066'STATION.
 AY2066'
 AY2066'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PASS USGS NO 2 1972,
 AY2066'CEMENTED IN A DRILL HOLE IN A 5 X 5 FOOT BOULDER, THAT PROJECTS 6
 AY2066'INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE
 AY2066'STATION.
 AY2066'
 AY2066'AZIMUTH MARK IS A STANDARD DISK, STAMPED PASS USGS 1972, CEMENTED IN
 AY2066'A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT IS
 AY2066'34.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY 83, 21.0 FEET
 AY2066'SOUTHWEST OF A WITNESS POST AND 16.5 FEET WEST OF A FENCE.
 AY2066'
 AY2066'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1210 ***********************************************************************
 AH1210  DESIGNATION -  PASS 1912
 AH1210  PID         -  AH1210
 AH1210  STATE/COUNTY-  TX/NUECES
 AH1210  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1210
 AH1210                         *CURRENT SURVEY CONTROL
 AH1210  ___________________________________________________________________
 AH1210* NAD 83(1993)-  27 34 42.57726(N)    097 13 14.01300(W)     ADJUSTED  
 AH1210* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1210  ___________________________________________________________________
 AH1210  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1210  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AH1210
 AH1210  HORZ ORDER  -  THIRD
 AH1210
 AH1210.The horizontal coordinates were established by classical geodetic methods
 AH1210.and adjusted by the National Geodetic Survey in February 1996..
 AH1210
 AH1210.The orthometric height was scaled from a topographic map.
 AH1210
 AH1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1210
 AH1210.The geoid height was determined by GEOID03.
 AH1210
 AH1210;                    North         East     Units Scale Factor Converg.
 AH1210;SPC TX S     - 5,212,458.393   426,325.417   MT  0.99994540   +0 34 51.1
 AH1210;SPC TX S     -17,101,207.24  1,398,702.64   sFT  0.99994540   +0 34 51.1
 AH1210;UTM  14      - 3,051,774.432   675,651.420   MT  0.99998085   +0 49 26.5
 AH1210
 AH1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1210!SPC TX S     -   1.00000375  x   0.99994540  =   0.99994915
 AH1210!UTM  14      -   1.00000375  x   0.99998085  =   0.99998460
 AH1210
 AH1210:                Primary Azimuth Mark                     Grid Az
 AH1210:SPC TX S     -  GRANTS 2 1912                            022 40 27.7
 AH1210:UTM  14      -  GRANTS 2 1912                            022 25 52.3
 AH1210
 AH1210|---------------------------------------------------------------------|
 AH1210| PID    Reference Object                     Distance      Geod. Az  |
 AH1210|                                                           dddmmss.s |
 AH1210| AH1232 GRANTS 2 1912                       APPROX. 5.8 KM 0231518.8 |
 AH1210| AH1307 COYOTES WINDMILL                    APPROX.17.2 KM 2604121.0 |
 AH1210| AH1286 MOTTE 1912                          APPROX.10.1 KM 2761109.1 |
 AH1210|---------------------------------------------------------------------|
 AH1210
 AH1210                          SUPERSEDED SURVEY CONTROL
 AH1210
 AH1210  NAD 83(1986)-  27 34 42.58715(N)    097 13 13.98910(W) AD(       ) 3
 AH1210  NAD 27      -  27 34 41.44200(N)    097 13 13.03500(W) AD(       ) 3
 AH1210
 AH1210.Superseded values are not recommended for survey control.
 AH1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1210.See file dsdata.txt to determine how the superseded data were derived.
 AH1210
 AH1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7565151774(NAD 83)
 AH1210_MARKER: S = SPIKE
 AH1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1210+STABILITY: SURFACE MOTION
 AH1210
 AH1210  HISTORY     - Date     Condition        Report By
 AH1210  HISTORY     - 1912     MONUMENTED       CGS
 AH1210  HISTORY     - 1934     MARK NOT FOUND   CGS
 AH1210  HISTORY     - 20010727 MARK NOT FOUND   USPSQD
 AH1210
 AH1210                          STATION DESCRIPTION
 AH1210
 AH1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1210'ON PADRE ISLAND, ABOUT 1/2 MILE S OF THE ENTRANCE TO CORPUS CHRISTI
 AH1210'PASS, ABOUT 60 METERS FROM HIGH-WATER LINE OF THE GULF, AND
 AH1210'ON THE SECOND HIGH SAND HILL S OF THE PASS.
 AH1210'
 AH1210'THE STATION IS MARKED ACCORDINGLY, WITH THE
 AH1210'EXCEPTION THAT THERE IS NO REFERENCE MARK AND THE CENTER
 AH1210'MARKS AT THE STATION ARE 40-PENNY NAILS SET IN THE PLACE
 AH1210'OF THE STANDARD STATION MARK.  INSCRIBED IN THE CONCRETE
 AH1210'SURFACE ARE THE LETTERS U.S.C. AND G.S. FEB. 14, 1912.  THERE
 AH1210'ARE FOUR STAKES TO WHICH THE GUY WIRES WERE FASTENED, EACH
 AH1210'ABOUT 10 METERS FROM THE STATION.  THEY ARE TO THE NE, NW, SE,
 AH1210'AND SW, RESPECTIVELY.
 AH1210'
 AH1210'THE FOLLOWING BEARINGS ARE FROM THE STATION--CORNER OF THE
 AH1210'OLD WIRE FENCE (66.9 METERS DISTANT), N 71 DEG 49 MIN  BRIGHTON
 AH1210'SCHOOLHOUSE, E GABLE, N 42 DEG 17 MIN W.  S GABLE OF HOUSE AT CORPUS
 AH1210'CHRISTI PASS, N 07 DEG 36 MIN E.
 AH1210'
 AH1210'THE STATION IS MARKED BY A SURFACE AND A SUBSURFACE
 AH1210'MARK.  THE SUBSURFACE MARK IS A STANDARD DISK STATION MARK
 AH1210'SET IN A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 2
 AH1210'FEET DEEP.  THE TOP OF THIS MARK IS ABOUT 2-1/2 FEET BELOW
 AH1210'THE GENERAL SURFACE OF THE GROUND.  THE SURFACE MARK IS A
 AH1210'STANDARD DISK STATION MARK SET IN A CYLINDER OF CONCRETE
 AH1210'20 INCHES IN DIAMETER AND 2 FEET DEEP, FLUSH WITH THE GENERAL
 AH1210'SURFACE OF THE GROUND.  A STANDARD DISK REFERENCE MARK IS
 AH1210'SET IN A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 2 FEET
 AH1210'DEEP, SO THAT THE TOP IS LEVEL WITH THE GENERAL SURFACE OF
 AH1210'THE GROUND.
 AH1210
 AH1210                          STATION RECOVERY (1934)
 AH1210
 AH1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1210'STATION IS LOST.  A SEARCH WAS MADE FOR SEVERAL HOURS FOR
 AH1210'THIS STATION BUT NONE OF THE MARKS COULD BE FOUND.
 AH1210
 AH1210                          STATION RECOVERY (2001)
 AH1210
 AH1210'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 AH1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6143 ***********************************************************************
 AW6143  DESIGNATION -  PASS 1930
 AW6143  PID         -  AW6143
 AW6143  STATE/COUNTY-  TX/HARRIS
 AW6143  USGS QUAD   -  MORGANS POINT (1993)
 AW6143
 AW6143                         *CURRENT SURVEY CONTROL
 AW6143  ___________________________________________________________________
 AW6143* NAD 83(1993)-  29 41 38.23875(N)    094 59 19.68811(W)     ADJUSTED  
 AW6143* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6143  ___________________________________________________________________
 AW6143  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW6143  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6143
 AW6143  HORZ ORDER  -  THIRD
 AW6143
 AW6143.The horizontal coordinates were established by classical geodetic methods
 AW6143.and adjusted by the National Geodetic Survey in February 1996..
 AW6143
 AW6143.The orthometric height was scaled from a topographic map.
 AW6143
 AW6143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6143
 AW6143.The geoid height was determined by GEOID03.
 AW6143
 AW6143;                    North         East     Units Scale Factor Converg.
 AW6143;SPC TXSC     - 4,212,863.206   988,085.979   MT  0.99988281   +1 57 54.5
 AW6143;SPC TXSC     -13,821,702.04  3,241,745.42   sFT  0.99988281   +1 57 54.5
 AW6143;UTM  15      - 3,286,528.635   307,578.976   MT  1.00005686   -0 59 07.8
 AW6143
 AW6143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6143!SPC TXSC     -   1.00000427  x   0.99988281  =   0.99988708
 AW6143!UTM  15      -   1.00000427  x   1.00005686  =   1.00006113
 AW6143
 AW6143                          SUPERSEDED SURVEY CONTROL
 AW6143
 AW6143  NAD 83(1986)-  29 41 38.25507(N)    094 59 19.66904(W) AD(       ) 3
 AW6143  NAD 27      -  29 41 37.43288(N)    094 59 18.92999(W) AD(       ) 3
 AW6143
 AW6143.Superseded values are not recommended for survey control.
 AW6143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6143.See file dsdata.txt to determine how the superseded data were derived.
 AW6143
 AW6143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0757986529(NAD 83)
 AW6143_MARKER: DD = SURVEY DISK
 AW6143_SETTING: 0 = UNSPECIFIED SETTING
 AW6143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6143
 AW6143  HISTORY     - Date     Condition        Report By
 AW6143  HISTORY     - 1930     MONUMENTED       USE
 AW6143  HISTORY     - 1933     GOOD             CGS
 AW6143  HISTORY     - 1934     GOOD             TXGS
 AW6143  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6143  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6143
 AW6143                          STATION DESCRIPTION
 AW6143
 AW6143'DESCRIBED BY US ENGINEERS 1930 (HBC)
 AW6143'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 45+00.
 AW6143'STATION IS LOCATED IN THE S AND CENTRAL PART OF HOG ISLAND, 600
 AW6143'FEET FROM CENTER LINE AND 33 METERS N OF THE SHORELINE OF HOUSTON
 AW6143'SHIP CHANNEL.  IT IS ABOUT 180 METERS ESE OF RANGE F (REAR)
 AW6143'AND IN A THICK 9-FOOT GROWTH OF CANE.
 AW6143'
 AW6143'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK
 AW6143'SET IN A MASS OF CONCRETE WHOSE TOP IS FLUSH WITH THE GROUND.
 AW6143'
 AW6143'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN THE TOPS OF
 AW6143'CONCRETE POSTS.
 AW6143'
 AW6143'REFERENCE MARK 1 IS 11.295 METERS FROM STATION S 76 DEG 30 MIN W.
 AW6143'
 AW6143'REFERENCE MARK 2 IS 11.825 METERS FROM STATION S 15 DEG 15 MIN E.
 AW6143
 AW6143                          STATION RECOVERY (1933)
 AW6143
 AW6143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6143'STATION IS 600 FEET NE OF THE CENTER LINE OF HOUSTON SHIP
 AW6143'CHANNEL, 33 METERS NE OF THE SW SHORE OF HOG ISLAND, AND ABOUT
 AW6143'85.7 METERS SW OF THE POINT OF INTERSECTION OF A 5-DEGREE CURVE
 AW6143'OF HIGHWAY.  THE POINT OF INTERSECTION IS NOT A MARKED POINT,
 AW6143'BUT MAY BE ESTABLISHED AT WILL BY PROJECTING THE CENTER LINES OF
 AW6143'THE TWO TANGENTS.
 AW6143
 AW6143                          STATION RECOVERY (1934)
 AW6143
 AW6143'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6143'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AW6143'DESCRIBED.
 AW6143
 AW6143                          STATION RECOVERY (1952)
 AW6143
 AW6143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6143'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  FROM REFERENCE
 AW6143'MEASUREMENTS GIVEN IN THE 1930 AND 1933 DESCRIPTIONS, INDICATION
 AW6143'IS THAT STATION IS NOW UNDER WATER.
 AW6143
 AW6143                          STATION RECOVERY (1997)
 AW6143
 AW6143'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0194 ***********************************************************************
 AP0194  DESIGNATION -  PASS 2
 AP0194  PID         -  AP0194
 AP0194  STATE/COUNTY-  TX/MAVERICK
 AP0194  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0194
 AP0194                         *CURRENT SURVEY CONTROL
 AP0194  ___________________________________________________________________
 AP0194* NAD 83(1993)-  28 42 50.48968(N)    100 27 27.34808(W)     ADJUSTED  
 AP0194* NAVD 88     -       275.17   (meters)     902.8    (feet)  RESET     
 AP0194  ___________________________________________________________________
 AP0194  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AP0194  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0194
 AP0194  HORZ ORDER  -  FIRST
 AP0194  VERT ORDER  -  THIRD
 AP0194
 AP0194.The horizontal coordinates were established by classical geodetic methods
 AP0194.and adjusted by the National Geodetic Survey in February 1996..
 AP0194
 AP0194.The orthometric height was computed from unverified reset data.
 AP0194
 AP0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0194
 AP0194.The geoid height was determined by GEOID03.
 AP0194
 AP0194;                    North         East     Units Scale Factor Converg.
 AP0194;SPC TXSC     - 4,098,493.266   457,599.078   MT  0.99992152   -0 42 50.7
 AP0194;SPC TXSC     -13,446,473.32  1,501,306.31   sFT  0.99992152   -0 42 50.7
 AP0194;UTM  14      - 3,177,172.846   357,632.853   MT  0.99985013   -0 42 01.5
 AP0194
 AP0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0194!SPC TXSC     -   0.99996037  x   0.99992152  =   0.99988190
 AP0194!UTM  14      -   0.99996037  x   0.99985013  =   0.99981051
 AP0194
 AP0194|---------------------------------------------------------------------|
 AP0194| PID    Reference Object                     Distance      Geod. Az  |
 AP0194|                                                           dddmmss.s |
 AP0194| AP0316 PASS 2 RM 4                           7.680 METERS 10802     |
 AP0194| AP0195 C 1087 RESET                        APPROX. 0.5 KM 1951434.2 |
 AP0194| AP0315 PASS 2 RM 3                          22.223 METERS 33310     |
 AP0194|---------------------------------------------------------------------|
 AP0194
 AP0194                          SUPERSEDED SURVEY CONTROL
 AP0194
 AP0194  NAD 83(1986)-  28 42 50.48497(N)    100 27 27.32593(W) AD(       ) 1
 AP0194  NAD 27      -  28 42 49.56836(N)    100 27 26.05300(W) AD(       ) 1
 AP0194  NGVD 29 (07/19/86)  275.3    (m)          903.     (f) VERT ANG       
 AP0194
 AP0194.Superseded values are not recommended for survey control.
 AP0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0194.See file dsdata.txt to determine how the superseded data were derived.
 AP0194
 AP0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5763377173(NAD 83)
 AP0194_MARKER: DS = TRIANGULATION STATION DISK
 AP0194_SETTING: 66 = SET IN ROCK OUTCROP
 AP0194_SP_SET: ROCK OUTCROP
 AP0194_STAMPING: PASS 2 1972
 AP0194_MARK LOGO: NGS   
 AP0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AP0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AP0194+STABILITY: POSITION/ELEVATION WELL
 AP0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AP0194+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AP0194
 AP0194  HISTORY     - Date     Condition        Report By
 AP0194  HISTORY     - 1972     MONUMENTED       NGS
 AP0194  HISTORY     - 1972     GOOD             NGS
 AP0194  HISTORY     - 19720412 GOOD             NGS
 AP0194  HISTORY     - 1975     GOOD             NGS
 AP0194  HISTORY     - 1986     GOOD
 AP0194
 AP0194                          STATION DESCRIPTION
 AP0194
 AP0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0194'THE STATION IS ABOUT 2-1/2 MILES EAST OF EAGLE PASS AND 1/2 MILE
 AP0194'NORTH OF U.S. HIGHWAY 277, ON A ROCKY, BRUSH COVERED KNOLL AND ON
 AP0194'PROPERTY OWNED BY DAN H. MANGES OF MCALLEN TEXAS.
 AP0194'
 AP0194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND 57
 AP0194'ABOUT 2 MILES EAST OF EAGLE PASS, GO EAST ON U.S. HIGHWAY 277 FOR
 AP0194'0.35 MILE TO A SIDE ROAD AND BENCH MARK C 1087 RESET ON THE LEFT.
 AP0194'TURN LEFT AND GO NORTH AND NORTHEAST ON TRACK ROAD FOR 0.3 MILE
 AP0194'TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON DIM TRACK
 AP0194'ROAD FOR 0.05 MILE TO THE TOP OF THE KNOLL AND THE STATION.
 AP0194'
 AP0194'STATION MARK IS A STANDARD DISK, STAMPED PASS 2 1972, CEMENTED IN A
 AP0194'DRILL HOLE IN A 5 X 7 FEET ROCK OUTCROP, THAT IS FLUSH WITH THE
 AP0194'GROUND.  IT IS 79.0 FEET SOUTH OF THE NORTH EDGE OF A CUTBANK, 36.0
 AP0194'FEET WEST OF THE EAST EDGE OF A CUTBANK AND 9.5 FEET SOUTHEAST OF
 AP0194'A WITNESS POST.
 AP0194'
 AP0194'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PASS 2 NO 3 1972,
 AP0194'CEMENTED IN A DRILL HOLE IN A 4 X 6 FEET ROCK OUTCROP, THAT PROJECTS
 AP0194'6 INCHES ABOVE THE GROUND.  IT IS 65.5 FEET NORTH OF THE WITNESS
 AP0194'POST, 6.0 FEET SOUTH OF THE NORTH EDGE OF THE CUTBANK AND ABOUT 2
 AP0194'FEET HIGHER THAN THE STATION.
 AP0194'
 AP0194'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PASS 2 NO 4 1972,
 AP0194'CEMENTED IN A DRILL HOLE IN A 4 X 6 FEET ROCK OUTCROP, THAT PROJECTS
 AP0194'5 INCHES ABOVE THE GROUND.  IT IS 34.7 FEET SOUTHEAST OF THE WITNESS
 AP0194'POST, 12.0 FEET WEST OF THE EAST EDGE OF THE CUTBANK AND ABOUT THE
 AP0194'SAME ELEVATION AS THE STATION.
 AP0194'
 AP0194'BENCH MARK C 1087 RESET IS A STANDARD DISK, STAMPED C 1087 RESET
 AP0194'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 AP0194'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 111.0 FEET NORTH OF THE
 AP0194'CENTER OF U.S. HIGHWAY 277, 49.0 FEET EAST-NORTHEAST OF THE CENTER
 AP0194'OF A METAL GATE, 43.0 FEET EAST OF THE CENTER OF A TRACK ROAD,
 AP0194'35.0 FEET NORTH OF A FENCE AND 1.3 FEET EAST OF A WITNESS POST.
 AP0194'THIS MARK SERVES AS AN AZIMUTH MARK.
 AP0194'
 AP0194'HEIGHT OF LIGHT ABOVE STATION MARK 3.7 METERS.
 AP0194
 AP0194                          STATION RECOVERY (1972)
 AP0194
 AP0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AP0194'RECOVERED IN GOOD CONDITION.
 AP0194
 AP0194                          STATION RECOVERY (1972)
 AP0194
 AP0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AP0194'2.35 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE T AND NO RR DEPOT, IN
 AP0194'EAGLE PASS, THENCE 0.35 MILE NORTH TO NORTHEAST ALONG A DIM ROAD TO
 AP0194'THE TOP OF A KNOLL, 79 FEET SOUTH OF THE NORTH EDGE OF A CUTBANK, 36
 AP0194'FEET WEST OF THE EAST EDGE OF A CUTBANK, 72.91 FEET SOUTH-SOUTHEAST
 AP0194'OF RM 3, 25.19 FEET WEST-NORTHWEST OF RM 4 AND FLUSH WITH THE GROUND.
 AP0194
 AP0194                          STATION RECOVERY (1975)
 AP0194
 AP0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (SAF)
 AP0194'THE STATION AND REFERENCE MARKS WERE RECOVERED IN VERY GOOD CONDITION
 AP0194'AS DESCRIBED.  THE STATION WAS OCCUPIED AS THE ANTENNA SITE FOR
 AP0194'GEOCEIVER STATION 51036.
 AP0194'
 AP0194'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES EAST OF
 AP0194'EAGLE PASS.
 AP0194
 AP0194                          STATION RECOVERY (1986)
 AP0194
 AP0194'RECOVERED 1986
 AP0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0315 ***********************************************************************
 AP0315  DESIGNATION -  PASS 2 RM 3
 AP0315  PID         -  AP0315
 AP0315  STATE/COUNTY-  TX/MAVERICK
 AP0315  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0315
 AP0315                         *CURRENT SURVEY CONTROL
 AP0315  ___________________________________________________________________
 AP0315* NAD 83(1986)-  28 42 50.     (N)    100 27 27.     (W)     SCALED    
 AP0315* NAVD 88     -       275.41   (meters)     903.6    (feet)  RESET     
 AP0315  ___________________________________________________________________
 AP0315  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0315
 AP0315  VERT ORDER  -  THIRD
 AP0315
 AP0315.The horizontal coordinates were scaled from a topographic map and have
 AP0315.an estimated accuracy of +/- 6 seconds.
 AP0315
 AP0315.The orthometric height was computed from unverified reset data.
 AP0315
 AP0315.The geoid height was determined by GEOID03.
 AP0315
 AP0315;                    North         East    Units  Estimated Accuracy
 AP0315;SPC TXSC     - 4,098,480.      457,610.      MT  (+/- 180 meters Scaled)
 AP0315
 AP0315                          SUPERSEDED SURVEY CONTROL
 AP0315
 AP0315.No superseded survey control is available for this station.
 AP0315
 AP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS576771(NAD 83)
 AP0315_MARKER: DR = REFERENCE MARK DISK
 AP0315_SETTING: 66 = SET IN ROCK OUTCROP
 AP0315_SP_SET: ROCK OUTCROP
 AP0315_STAMPING: PASS 2 NO 3 1972
 AP0315_MARK LOGO: NGS   
 AP0315_MAGNETIC: N = NO MAGNETIC MATERIAL
 AP0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AP0315+STABILITY: POSITION/ELEVATION WELL
 AP0315
 AP0315  HISTORY     - Date     Condition        Report By
 AP0315  HISTORY     - 1972     MONUMENTED       NGS
 AP0315  HISTORY     - 19720412 GOOD             NGS
 AP0315
 AP0315                          STATION DESCRIPTION
 AP0315
 AP0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AP0315'2.35 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE T AND NO RAILROAD
 AP0315'STATION IN EAGLE PASS, THENCE 0.35 MILE NORTH AND EAST ALONG DIM
 AP0315'ROAD, 92.38 FEET NORTHWEST OF RM 4, 72.91 FEET NORTH-NORTHWEST OF THE
 AP0315'STATION, 6 FEET SOUTH OF THE NORTH EDGE OF A CUTBANK, AND PROJECTING
 AP0315'ABOUT 6 INCHES ABOVE THE LEVEL OF THE GROUND AND ABOUT 3/4 FOOT
 AP0315'HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0316 ***********************************************************************
 AP0316  DESIGNATION -  PASS 2 RM 4
 AP0316  PID         -  AP0316
 AP0316  STATE/COUNTY-  TX/MAVERICK
 AP0316  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0316
 AP0316                         *CURRENT SURVEY CONTROL
 AP0316  ___________________________________________________________________
 AP0316* NAD 83(1986)-  28 42 50.     (N)    100 27 27.     (W)     SCALED    
 AP0316* NAVD 88     -       275.21   (meters)     902.9    (feet)  RESET     
 AP0316  ___________________________________________________________________
 AP0316  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0316
 AP0316  VERT ORDER  -  THIRD
 AP0316
 AP0316.The horizontal coordinates were scaled from a topographic map and have
 AP0316.an estimated accuracy of +/- 6 seconds.
 AP0316
 AP0316.The orthometric height was computed from unverified reset data.
 AP0316
 AP0316.The geoid height was determined by GEOID03.
 AP0316
 AP0316;                    North         East    Units  Estimated Accuracy
 AP0316;SPC TXSC     - 4,098,480.      457,610.      MT  (+/- 180 meters Scaled)
 AP0316
 AP0316                          SUPERSEDED SURVEY CONTROL
 AP0316
 AP0316.No superseded survey control is available for this station.
 AP0316
 AP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS576771(NAD 83)
 AP0316_MARKER: DR = REFERENCE MARK DISK
 AP0316_SETTING: 66 = SET IN ROCK OUTCROP
 AP0316_SP_SET: ROCK OUTCROP
 AP0316_STAMPING: PASS 2 NO 4 1972
 AP0316_MARK LOGO: NGS   
 AP0316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AP0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AP0316+STABILITY: POSITION/ELEVATION WELL
 AP0316
 AP0316  HISTORY     - Date     Condition        Report By
 AP0316  HISTORY     - 1972     MONUMENTED       NGS
 AP0316  HISTORY     - 19720412 GOOD             NGS
 AP0316
 AP0316                          STATION DESCRIPTION
 AP0316
 AP0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AP0316'2.35 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE T AND NO RAILROAD
 AP0316'STATION IN EAGLE PASS, THENCE 0.35 MILE NORTH AND NORTHEAST ALONG DIM
 AP0316'ROAD TO THE TOP OF A KNOLL, 92.38 FEET SOUTHEAST OF RM 3, 25.19 FEET
 AP0316'EAST-SOUTHEAST OF THE STATION, 12 FEET WEST OF THE EAST EDGE OF THE
 AP0316'CUTBANK AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2065 ***********************************************************************
 AY2065  DESIGNATION -  PASS RM 1
 AY2065  PID         -  AY2065
 AY2065  STATE/COUNTY-  TX/UVALDE
 AY2065  USGS QUAD   -  DEEP CREEK (1971)
 AY2065
 AY2065                         *CURRENT SURVEY CONTROL
 AY2065  ___________________________________________________________________
 AY2065* NAD 83(1993)-  29 24 09.72156(N)    099 45 08.92578(W)     ADJUSTED  
 AY2065* NAVD 88     -       408.2    (meters)    1339.     (feet)  VERTCON   
 AY2065  ___________________________________________________________________
 AY2065  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AY2065  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY2065
 AY2065  HORZ ORDER  -  SECOND
 AY2065
 AY2065.The horizontal coordinates were established by classical geodetic methods
 AY2065.and adjusted by the National Geodetic Survey in February 1996..
 AY2065
 AY2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2065
 AY2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2065
 AY2065.The geoid height was determined by GEOID03.
 AY2065
 AY2065;                    North         East     Units Scale Factor Converg.
 AY2065;SPC TXSC     - 4,174,162.234   526,975.667   MT  0.99986394   -0 22 07.1
 AY2065;SPC TXSC     -13,694,730.60  1,728,919.33   sFT  0.99986394   -0 22 07.1
 AY2065;UTM  14      - 3,252,838.085   426,993.345   MT  0.99966577   -0 22 10.0
 AY2065
 AY2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2065!SPC TXSC     -   0.99993950  x   0.99986394  =   0.99980344
 AY2065!UTM  14      -   0.99993950  x   0.99966577  =   0.99960529
 AY2065
 AY2065:                Primary Azimuth Mark                     Grid Az
 AY2065:SPC TXSC     -  BLUE                                     143 28 02.7
 AY2065:UTM  14      -  BLUE                                     143 28 05.6
 AY2065
 AY2065|---------------------------------------------------------------------|
 AY2065| PID    Reference Object                     Distance      Geod. Az  |
 AY2065|                                                           dddmmss.s |
 AY2065| AY2033 BLUE                                APPROX.13.7 KM 1430555.6 |
 AY2065| AY2066 PASS                                 15.207 METERS 27823     |
 AY2065|---------------------------------------------------------------------|
 AY2065
 AY2065                          SUPERSEDED SURVEY CONTROL
 AY2065
 AY2065  NAD 83(1986)-  29 24 09.71956(N)    099 45 08.90750(W) AD(       ) 2
 AY2065  NAD 27      -  29 24 08.88131(N)    099 45 07.71090(W) AD(       ) 2
 AY2065  NGVD 29 (07/19/86)  408.1    (m)         1339.     (f) VERT ANG       
 AY2065
 AY2065.Superseded values are not recommended for survey control.
 AY2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2065.See file dsdata.txt to determine how the superseded data were derived.
 AY2065
 AY2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2699352838(NAD 83)
 AY2065_MARKER: DD = SURVEY DISK
 AY2065_SETTING: 80 = SET IN A BOULDER
 AY2065_SP_SET: SET IN DRILL HOLE IN A BOULDER
 AY2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2065+STABILITY: SURFACE MOTION
 AY2065
 AY2065  HISTORY     - Date     Condition        Report By
 AY2065  HISTORY     - 1972     MONUMENTED       USGS
 AY2065
 AY2065                          STATION DESCRIPTION
 AY2065
 AY2065'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (ILC)
 AY2065'THE STATION IS ABOUT 13 MILES NORTH AND 1 MILE EAST OF UVALDE, 8
 AY2065'MILES NORTH AND 7-1/2 MILES WEST OF KNIPPA, 1/2 MILE WEST OF U.S.
 AY2065'HIGHWAY 83, ON THE SUMMIT OF A ROCKY, BRUSH COVERED PROMINENT
 AY2065'KNOLL AND ON PROPERTY HARVEY GULLEY, ADDRESS RURAL ROUTE, UVALDE.
 AY2065'
 AY2065'TO REACH THE STATION FROM THE POST OFFICE IN UVALDE, GO NORTH ON U.S.
 AY2065'HIGHWAY 83 FOR 8.55 MILES TO THE JUNCTION WITH FARM ROAD 2690.
 AY2065'CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 4.6 MILES TO THE HOME OF
 AY2065'HARVEY GULLEY ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR
 AY2065'0.95 MILE TO THE END OF TRUCK TRAVEL.  CROSS FENCE AND PACK WEST,
 AY2065'UP DRAW FOR ABOUT 1/4 MILE TO THE BASE OF A KNOLL, CONTINUE WEST,
 AY2065'UPHILL TO THE TOP OF KNOLL AND THE STATION, THIS IS ABOUT A 20
 AY2065'MINUTE PACK.
 AY2065'
 AY2065'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PASS USGS NO 1 1972,
 AY2065'CEMENTED IN A DRILL HOLE IN A 4 X 8 FOOT BOULDER, THAT PROJECTS 12
 AY2065'INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE
 AY2065'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6794 ***********************************************************************
 AW6794  DESIGNATION -  PASS USE 1932
 AW6794  PID         -  AW6794
 AW6794  STATE/COUNTY-  TX/BRAZORIA
 AW6794  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6794
 AW6794                         *CURRENT SURVEY CONTROL
 AW6794  ___________________________________________________________________
 AW6794* NAD 83(1993)-  29 03 33.97574(N)    095 09 51.50779(W)     ADJUSTED  
 AW6794* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6794  ___________________________________________________________________
 AW6794  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW6794  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AW6794
 AW6794  HORZ ORDER  -  THIRD
 AW6794
 AW6794.The horizontal coordinates were established by classical geodetic methods
 AW6794.and adjusted by the National Geodetic Survey in February 1996..
 AW6794
 AW6794.The orthometric height was scaled from a topographic map.
 AW6794
 AW6794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6794
 AW6794.The geoid height was determined by GEOID03.
 AW6794
 AW6794;                    North         East     Units Scale Factor Converg.
 AW6794;SPC TXSC     - 4,142,009.415   973,417.905   MT  0.99987472   +1 52 45.0
 AW6794;SPC TXSC     -13,589,242.56  3,193,621.91   sFT  0.99987472   +1 52 45.0
 AW6794;UTM  15      - 3,216,504.428   289,290.625   MT  1.00014791   -1 03 05.9
 AW6794
 AW6794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6794!SPC TXSC     -   1.00000400  x   0.99987472  =   0.99987872
 AW6794!UTM  15      -   1.00000400  x   1.00014791  =   1.00015191
 AW6794
 AW6794                          SUPERSEDED SURVEY CONTROL
 AW6794
 AW6794  NAD 83(1986)-  29 03 33.98600(N)    095 09 51.48873(W) AD(       ) 3
 AW6794  NAD 27      -  29 03 33.11100(N)    095 09 50.73800(W) AD(       ) 3
 AW6794
 AW6794.Superseded values are not recommended for survey control.
 AW6794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6794.See file dsdata.txt to determine how the superseded data were derived.
 AW6794
 AW6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8929116504(NAD 83)
 AW6794_MARKER: B = BOLT
 AW6794_SETTING: 0 = UNSPECIFIED SETTING
 AW6794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6794
 AW6794  HISTORY     - Date     Condition        Report By
 AW6794  HISTORY     - 1932     MONUMENTED       USE
 AW6794  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW6794  HISTORY     - 1969     MARK NOT FOUND   CGS
 AW6794
 AW6794                          STATION DESCRIPTION
 AW6794
 AW6794'DESCRIBED BY US ENGINEERS 1932 (EOH)
 AW6794'ON SE SHORE OF OYSTER BAY, ON A MARSH ISLAND, 20 METERS E
 AW6794'OF THE SHORE, 307 METERS SE BY S OF A POINT OF LAND FORMED
 AW6794'BY SE SHORE OF OYSTER BAY AND SW SHORE OF A BAYOU (KNOWN
 AW6794'AS COLD PASS), 358 METERS NW BY N OF A POINT OF LAND FORMED BY
 AW6794'SE SHORE OF OYSTER BAY AND N SHORE OF A SMALL COVE, AND ABOUT
 AW6794'547 METERS N 61 DEG E TO THE CHIMNEY OF A FISHERMANS
 AW6794'CABIN ON THE S SHORE OF COLD PASS.
 AW6794'
 AW6794'STATION IS MARKED BY A 3/4-INCH SQUARE BOLT IN A 4-INCH TILE
 AW6794'PIPE FILLED WITH CONCRETE.  NO REFERENCE MARK WAS SET.
 AW6794'
 AW6794'THE FOLLOWING BEARINGS ARE GIVEN--TRIANGULATION
 AW6794'STATION MUD ISLAND NORTH BASE, N 00 DEG E.  CHIMNEY OF MOODYS CAMP ON
 AW6794'TITLUM-TATLUM ISLAND, N 39 DEG E.  TRIANGULATION STATION TATLUM,
 AW6794'S 66 DEG 30 MIN E.  CENTER OF A WRECKED BARGE NW OF THE MOUTH OF COLD
 AW6794'PASS, N 58 DEG W.
 AW6794'
 AW6794'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 AW6794
 AW6794                          STATION RECOVERY (1960)
 AW6794
 AW6794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6794'LOST.  THE AREA WAS SEARCHED BUT THE MARK COULD NOT BE FOUND.
 AW6794'THE MARSH WAS COVERED BY 1 FOOT OF WATER AT TIME RECOVERY WAS
 AW6794'ATTEMPTED.  THE MARK MIGHT BE FOUND AT VERY LOW TIDE.
 AW6794
 AW6794                          STATION RECOVERY (1969)
 AW6794
 AW6794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DMF)
 AW6794'NOT RECOVERED.  A HALF-HOUR SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0680 ***********************************************************************
 CE0680  DESIGNATION -  PASSERO
 CE0680  PID         -  CE0680
 CE0680  STATE/COUNTY-  TX/EL PASO
 CE0680  USGS QUAD   -  SMELTERTOWN (1994)
 CE0680
 CE0680                         *CURRENT SURVEY CONTROL
 CE0680  ___________________________________________________________________
 CE0680* NAD 83(1993)-  31 49 49.47643(N)    106 31 43.86808(W)     ADJUSTED  
 CE0680* NAVD 88     -      1283.7    (meters)    4212.     (feet)  VERTCON   
 CE0680  ___________________________________________________________________
 CE0680  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 CE0680  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CE0680
 CE0680  HORZ ORDER  -  FIRST
 CE0680
 CE0680.The horizontal coordinates were established by classical geodetic methods
 CE0680.and adjusted by the National Geodetic Survey in February 1996..
 CE0680
 CE0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0680
 CE0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0680
 CE0680.The geoid height was determined by GEOID03.
 CE0680
 CE0680;                    North         East     Units Scale Factor Converg.
 CE0680;SPC TX C     - 3,256,200.190   113,802.201   MT  0.99998621   -3 11 27.8
 CE0680;SPC TX C     -10,683,050.12    373,366.05   sFT  0.99998621   -3 11 27.8
 CE0680;UTM  13      - 3,522,656.388   355,318.889   MT  0.99985816   -0 48 23.3
 CE0680
 CE0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0680!SPC TX C     -   0.99980222  x   0.99998621  =   0.99978843
 CE0680!UTM  13      -   0.99980222  x   0.99985816  =   0.99966041
 CE0680
 CE0680|---------------------------------------------------------------------|
 CE0680| PID    Reference Object                     Distance      Geod. Az  |
 CE0680|                                                           dddmmss.s |
 CE0680| CC7957 PASSERO RM 1                          6.273 METERS 04852     |
 CE0680| CE0622 EL PASO TV TOWER KCIK               APPROX. 4.1 KM 1142510.5 |
 CE0680| CE0621 EL PASO TV TOWER KTSM               APPROX. 5.2 KM 1225807.1 |
 CE0680| CE0626 EL PASO MTN BELL MICROWAVE          APPROX. 5.1 KM 1401114.1 |
 CE0680| CC7958 PASSERO RM 2                          6.620 METERS 14341     |
 CE0680| CE0678 EL PASO A S AND R SOUTH STK         APPROX. 5.8 KM 1744318.9 |
 CE0680| CE0679 EL PASO A S AND R SMELTING STK      APPROX. 5.4 KM 1750829.6 |
 CE0680| CE0684 EL PASO CROSS ON MOUNTAIN           APPROX. 5.0 KM 1983509.8 |
 CE0680| CE0691 IBC 3 ECC                           APPROX. 7.2 KM 2243106.1 |
 CE0680|---------------------------------------------------------------------|
 CE0680
 CE0680                          SUPERSEDED SURVEY CONTROL
 CE0680
 CE0680  NAD 83(1993)-  31 49 49.47692(N)    106 31 43.86783(W) AD(       ) 1
 CE0680  NAD 83(1986)-  31 49 49.47995(N)    106 31 43.86755(W) AD(       ) 1
 CE0680  NAD 27      -  31 49 49.10073(N)    106 31 41.91219(W) AD(       ) 1
 CE0680  NGVD 29 (07/19/86) 1283.2    (m)         4210.     (f) VERT ANG       
 CE0680
 CE0680.Superseded values are not recommended for survey control.
 CE0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0680.See file dsdata.txt to determine how the superseded data were derived.
 CE0680
 CE0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5531922656(NAD 83)
 CE0680_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0680_SETTING: 0 = UNSPECIFIED SETTING
 CE0680_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0680
 CE0680  HISTORY     - Date     Condition        Report By
 CE0680  HISTORY     - 1981     MONUMENTED       NGS
 CE0680
 CE0680                          STATION DESCRIPTION
 CE0680
 CE0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0680'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) WEST-NORTHWEST
 CE0680'FROM THE INTERNATIONAL AIRPORT, 8 KM (5 MI) SOUTH-SOUTHWEST
 CE0680'FROM NORTH FRANKLIN MOUNTAIN, AND 5.6 KM (3-1/2 MI) NORTH
 CE0680'OF THE MEXICO BOUNDARY.
 CE0680'OWNERSHIP--MR. WALTER G. PASSERO, 6006 NORTH MESA STREET,
 CE0680'EL PASO, TX 79902, TELEPHONE NUMBER 915-581-8881.
 CE0680'
 CE0680'THE STATION IS LOCATED ON TOP OF
 CE0680'THE CORONADO TOWER, AT 6006 NORTH MESA STREET.
 CE0680'
 CE0680'THE STATION IS A STANDARD NGS DISK
 CE0680'STAMPED---PASSERO 1980---,
 CE0680'SET INTO A PREFABRICATED SQUARE CONCRETE BLOCK EPOXYED TO
 CE0680'THE ROOF, 30 CM ON A SIDE, PROJECTING 6 CM ABOVE THE ROOF.
 CE0680'IT IS LOCATED
 CE0680'7.95 METERS (26.1 FT) NORTHWEST FROM A LARGE INTAKE VENT,
 CE0680'2.40 METERS (7.9 FT) EAST-NORTHEAST FROM THE SOUTHWEST EDGE OF
 CE0680'ROOF, AND
 CE0680'2.40 METERS (7.9 FT) SOUTH-SOUTHEAST FROM THE NORTHWEST EDGE OF
 CE0680'ROOF.
 CE0680'
 CE0680'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CE0680'STAMPED---PASSERO NO 1 1980---,
 CE0680'EPOXYED TO THE ROOF.
 CE0680'IT IS LOCATED
 CE0680'2.73 METERS (8.9 FT) SOUTH-SOUTHEAST FROM THE NORTHWEST EDGE OF
 CE0680'ROOF, AND
 CE0680'1.14 METERS (3.7 FT) WEST FROM A SQUARE VENT.
 CE0680'MARK IS BELOW STATION 0.5 METERS.
 CE0680'
 CE0680'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CE0680'STAMPED---PASSERO NO 2 1980---,
 CE0680'EPOXYED TO THE ROOF.
 CE0680'IT IS LOCATED
 CE0680'4.54 METERS (14.9 FT) NORTHWEST FROM THE SOUTHEAST EDGE OF THE
 CE0680'ROOF, AND
 CE0680'1.53 METERS (5.0 FT) NORTHEAST FROM THE SOUTHWEST EDGE OF THE
 CE0680'ROOF.
 CE0680'MARK IS BELOW STATION 0.5 METERS.
 CE0680'
 CE0680'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0718 ***********************************************************************
 DQ0718  DESIGNATION -  PASTURE ET
 DQ0718  PID         -  DQ0718
 DQ0718  STATE/COUNTY-  TX/TERRY
 DQ0718  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0718
 DQ0718                         *CURRENT SURVEY CONTROL
 DQ0718  ___________________________________________________________________
 DQ0718* NAD 83(1993)-  33 10 39.38391(N)    102 17 07.78812(W)     ADJUSTED  
 DQ0718* NAVD 88     -      1055.0    (meters)    3461.     (feet)  VERTCON   
 DQ0718  ___________________________________________________________________
 DQ0718  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 DQ0718  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 DQ0718
 DQ0718  HORZ ORDER  -  SECOND
 DQ0718
 DQ0718.The horizontal coordinates were established by classical geodetic methods
 DQ0718.and adjusted by the National Geodetic Survey in February 1996..
 DQ0718
 DQ0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0718
 DQ0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0718
 DQ0718.The geoid height was determined by GEOID03.
 DQ0718
 DQ0718;                    North         East     Units Scale Factor Converg.
 DQ0718;SPC TXNC     - 2,173,907.562   247,064.165   MT  0.99987503   -2 03 52.5
 DQ0718;SPC TXNC     - 7,132,228.39    810,576.35   sFT  0.99987503   -2 03 52.5
 DQ0718;UTM  13      - 3,674,259.276   753,106.583   MT  1.00038994   +1 29 10.6
 DQ0718
 DQ0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0718!SPC TXNC     -   0.99983810  x   0.99987503  =   0.99971315
 DQ0718!UTM  13      -   0.99983810  x   1.00038994  =   1.00022798
 DQ0718
 DQ0718|---------------------------------------------------------------------|
 DQ0718| PID    Reference Object                     Distance      Geod. Az  |
 DQ0718|                                                           dddmmss.s |
 DQ0718| DQ0717 BROWNFIELD MUNICIPAL TANK           347.392 METERS 04235     |
 DQ0718| DQ0731 JOHNSON MICROWAVE TOWER             APPROX.15.6 KM 3100720.6 |
 DQ0718| DQ0729 NEEDMORE MICROWAVE TOWER            APPROX.14.6 KM 3435745.4 |
 DQ0718|---------------------------------------------------------------------|
 DQ0718
 DQ0718                          SUPERSEDED SURVEY CONTROL
 DQ0718
 DQ0718  NAD 83(1986)-  33 10 39.39224(N)    102 17 07.78156(W) AD(       ) 2
 DQ0718  NAD 27      -  33 10 39.05873(N)    102 17 06.11848(W) AD(       ) 2
 DQ0718  NGVD 29 (07/19/86) 1054.6    (m)         3460.     (f) VERT ANG       
 DQ0718
 DQ0718.Superseded values are not recommended for survey control.
 DQ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0718.See file dsdata.txt to determine how the superseded data were derived.
 DQ0718
 DQ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5310774259(NAD 83)
 DQ0718_MARKER: DD = SURVEY DISK
 DQ0718_SETTING: 0 = UNSPECIFIED SETTING
 DQ0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0718
 DQ0718  HISTORY     - Date     Condition        Report By
 DQ0718  HISTORY     - 1968     MONUMENTED       USGS
 DQ0718
 DQ0718                          STATION DESCRIPTION
 DQ0718
 DQ0718'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0718'THE STATION IS LOCATED ON THE ROOF OF THE GOODPASTURE GRAIN
 DQ0718'ELEVATOR IN BROWNFIELD, TEXAS 1 BLOCK SOUTH OF U.S. HIGHWAY 380 ON
 DQ0718'THE WEST SIDE OF THE RAILROAD 152 FEET ABOVE THE GROUND.
 DQ0718'
 DQ0718'TO REACH FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE,
 DQ0718'GO 3 BLOCKS WEST TO THE STATION SITE ON THE LEFT.  ACCESS TO
 DQ0718'THE ROOF IS BY A MAN LIFT.  THE STATION IS 7 FEET FROM THE
 DQ0718'SOUTHWEST CORNER OF THE ROOF.
 DQ0718'
 DQ0718'STATION MARK--A USGS BRONZE TABLET SET IN THE CONCRETE ROOF
 DQ0718'AND IS STAMPED PASTURE ET 1968.
 DQ0718'
 DQ0718'NO REFERENCE MARKS SET
 DQ0718'
 DQ0718'THE FINIAL OF THE BROWNFIELD WATER TANK 0.2 MILE NORTHEAST
 DQ0718'IS VISIBLE FROM THE STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0732 ***********************************************************************
 CU0732  DESIGNATION -  PAT
 CU0732  PID         -  CU0732
 CU0732  STATE/COUNTY-  TX/NOLAN
 CU0732  USGS QUAD   -  CHALK PEAK (1984)
 CU0732
 CU0732                         *CURRENT SURVEY CONTROL
 CU0732  ___________________________________________________________________
 CU0732* NAD 83(1993)-  32 29 19.21301(N)    100 10 55.74358(W)     ADJUSTED  
 CU0732* NAVD 88     -       605.561  (meters)    1986.74   (feet)  ADJUSTED  
 CU0732  ___________________________________________________________________
 CU0732  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CU0732  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CU0732  DYNAMIC HT  -         604.767 (meters)    1984.14  (feet)  COMP
 CU0732  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 CU0732
 CU0732  HORZ ORDER  -  THIRD
 CU0732  VERT ORDER  -  FIRST     CLASS II
 CU0732
 CU0732.The horizontal coordinates were established by classical geodetic methods
 CU0732.and adjusted by the National Geodetic Survey in February 1996..
 CU0732
 CU0732.The orthometric height was determined by differential leveling
 CU0732.and adjusted by the National Geodetic Survey in June 1991..
 CU0732
 CU0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0732
 CU0732.The geoid height was determined by GEOID03.
 CU0732
 CU0732.The dynamic height is computed by dividing the NAVD 88
 CU0732.geopotential number by the normal gravity value computed on the
 CU0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0732.degrees latitude (g = 980.6199 gals.).
 CU0732
 CU0732.The modeled gravity was interpolated from observed gravity values.
 CU0732
 CU0732;                    North         East     Units Scale Factor Converg.
 CU0732;SPC TXNC     - 2,092,418.366   441,916.399   MT  0.99992056   -0 55 02.8
 CU0732;SPC TXNC     - 6,864,875.92  1,449,854.05   sFT  0.99992056   -0 55 02.8
 CU0732;UTM  14      - 3,595,218.700   388,932.437   MT  0.99975212   -0 38 06.1
 CU0732
 CU0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0732!SPC TXNC     -   0.99990924  x   0.99992056  =   0.99982981
 CU0732!UTM  14      -   0.99990924  x   0.99975212  =   0.99966138
 CU0732
 CU0732|---------------------------------------------------------------------|
 CU0732| PID    Reference Object                     Distance      Geod. Az  |
 CU0732|                                                           dddmmss.s |
 CU0732| CU0733 PAT RM 1                             19.462 METERS 06223     |
 CU0732| CU0949 SWEETWATER TV STA KTXS MAST         APPROX.17.5 KM 2691036.3 |
 CU0732| CU0930 TEXAS ELEC SERVICE MICROWAVE        APPROX. 5.7 KM 2752618.3 |
 CU0732| CU0735 PAT AZ MK                                          3440345.2 |
 CU0732| CU0734 PAT RM 2                             17.367 METERS 34726     |
 CU0732|---------------------------------------------------------------------|
 CU0732
 CU0732                          SUPERSEDED SURVEY CONTROL
 CU0732
 CU0732  NAD 83(1986)-  32 29 19.21867(N)    100 10 55.73264(W) AD(       ) 3
 CU0732  NAD 27      -  32 29 18.78700(N)    100 10 54.37290(W) AD(       ) 3
 CU0732
 CU0732.Superseded values are not recommended for survey control.
 CU0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0732.See file dsdata.txt to determine how the superseded data were derived.
 CU0732
 CU0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA8893295219(NAD 83)
 CU0732_MARKER: DS = TRIANGULATION STATION DISK
 CU0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0732_SP_SET: CONCRETE POST
 CU0732_STAMPING: PAT 1961
 CU0732_MARK LOGO: CGS   
 CU0732_PROJECTION: FLUSH
 CU0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0732+STABILITY: SURFACE MOTION
 CU0732
 CU0732  HISTORY     - Date     Condition        Report By
 CU0732  HISTORY     - 1961     MONUMENTED       CGS
 CU0732  HISTORY     - 1982     GOOD             NGS
 CU0732  HISTORY     - 1982     GOOD             NGS
 CU0732
 CU0732                          STATION DESCRIPTION
 CU0732
 CU0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0732'THE STATION IS ON THE NORTH SIDE OF U.S. HIGHWAY 80 SERVICE
 CU0732'ROAD, 3-1/2 MILES WEST OF TRENT, 0.05 MILE WEST OF THE OVERPASS
 CU0732'AT WHITE FLAT ROAD AND ON PROPERTY OWNED BY NOLAN COUNTY.
 CU0732'
 CU0732'TO REACH THE STATION FROM THE FARM ROAD 1085 OVERPASS ON U.S.
 CU0732'HIGHWAY 80 ON THE NORTH SIDE OF TRENT, GO WEST ON HIGHWAY
 CU0732'80 FOR 3.45 MILES THE WHITE FLAT ROAD EXIT JUST BEFORE
 CU0732'REACHING AN OVERPASS.  BEAR RIGHT ON SERVICE ROAD AND CONTINUE
 CU0732'WEST FOR 0.2 MILE TO THE OVERPASS.  CONTINUE WEST ON THE SERVICE
 CU0732'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 CU0732'
 CU0732'STATION MARKS ARE STANDARD DISKS STAMPED PAT 1961.  THE SURFACE
 CU0732'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CU0732'OF THE GROUND.  IT IS 85.5 FEET SOUTHWEST OF THE SOUTHWEST
 CU0732'CORNER OF A SMALL GREEN HOUSE, 46 FEET SOUTHWEST OF THE SOUTHWEST
 CU0732'CORNER OF A CONCRETE STORM CELLAR, 29.5 FEET NORTH OF THE
 CU0732'CENTER OF THE SERVICE ROAD AND 5.5 FEET NORTHEST OF A HIGHWAY
 CU0732'RIGHT-OF-WAY MARKER.  THE UNDERGROUND DISK IS SET IN AN
 CU0732'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 CU0732'THE GROUND.  NOTE--WITHIN THE NEXT FEW MONTHS A FENCE IS
 CU0732'GOING TO BE BUILT NEAR THE STATION AND THE STATION SHOULD
 CU0732'BE JUST EAST OF THE FENCE CORNER.
 CU0732'
 CU0732'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PAT NO 1 1961
 CU0732'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CU0732'GROUND.  IT IS 63 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 CU0732'SMALL GREEN HOUSE AND 37.5 FEET SOUTHEAST OF THE SOUTHEAST
 CU0732'CORNER OF THE CONCRETE STORM CELLAR.
 CU0732'
 CU0732'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PAT NO 2 1961 IS SET
 CU0732'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CU0732'IT IS 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL
 CU0732'GREEN HOUSE, 23 FEET WEST OF THE NORTHWEST CORNER OF THE
 CU0732'CONCRETE STORM CELLAR AND 4.5 FEET WEST OF SMALL, PARTIALLY,
 CU0732'DEAD, TREE.  IT IS ON THE WEST EDGE OF THE LAWN.
 CU0732'
 CU0732'AZIMUTH MARK, A STANDARD DISK STAMPED PAT 1961, IS SET IN A
 CU0732'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 24.5
 CU0732'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET EAST OF
 CU0732'A POWER POLE AND 1.5 FEET WEST OF A METAL WITNESS POST.
 CU0732'
 CU0732'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05
 CU0732'MILE TO THE OVERPASS, TURN LEFT AND GO NORTH ON WHITE FLAT
 CU0732'ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT, WEST, ON A GRAVEL
 CU0732'ROAD FOR 0.1 MILE TO A POWER POLE AND THE AZIMUTH MARK ON
 CU0732'THE RIGHT.
 CU0732'
 CU0732'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CU0732
 CU0732                          STATION RECOVERY (1982)
 CU0732
 CU0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CU0732'THE STATION, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WERE
 CU0732'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 CU0732
 CU0732                          STATION RECOVERY (1982)
 CU0732
 CU0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0732'22.0 KM (13.7 MI) EAST FROM SWEETWATER.
 CU0732'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0732'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0732'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0732'17.6 KM (10.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.1 KM (0.05
 CU0732'MI) WEST OF THE CROSSING OF WHITE FLAT ROAD, 32.9 METERS (107.9 FT)
 CU0732'NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CU0732'HIGHWAY, 26.1 METERS (85.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CU0732'SMALL GREENHOUSE, 14.0 METERS (45.9 FT) SOUTHWEST OF THE SOUTHWEST
 CU0732'CORNER OF A CONCRETE STORM CELLAR, 9.0 METERS (29.5 FT)
 CU0732'NORTH-NORTHEAST OF THE CENTER OF A FRONTAGE ROAD, 1.4 METERS (4.6 FT)
 CU0732'NORTHEAST OF A FENCE CORNER AND 1.3 METERS (4.3 FT) EAST-NORTHEAST OF
 CU0732'A FENCE.
 CU0732'THE MARK IS 1.7 METERS  NE FROM A WITNESS POST.
 CU0732'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0807 ***********************************************************************
 EN0807  DESIGNATION -  PAT
 EN0807  PID         -  EN0807
 EN0807  STATE/COUNTY-  TX/BRISCOE
 EN0807  USGS QUAD   -  ROSS CANYON (1965)
 EN0807
 EN0807                         *CURRENT SURVEY CONTROL
 EN0807  ___________________________________________________________________
 EN0807* NAD 83(1993)-  34 31 56.35617(N)    101 16 13.15273(W)     ADJUSTED  
 EN0807* NAVD 88     -      1005.3    (meters)    3298.     (feet)  VERTCON   
 EN0807  ___________________________________________________________________
 EN0807  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 EN0807  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EN0807
 EN0807  HORZ ORDER  -  FIRST
 EN0807
 EN0807.The horizontal coordinates were established by classical geodetic methods
 EN0807.and adjusted by the National Geodetic Survey in February 1996..
 EN0807
 EN0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0807
 EN0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0807
 EN0807.The geoid height was determined by GEOID03.
 EN0807
 EN0807;                    North         East     Units Scale Factor Converg.
 EN0807;SPC TX N     - 1,059,080.159   221,086.244   MT  1.00002935   +0 07 59.2
 EN0807;SPC TX N     - 3,474,665.49    725,347.12   sFT  1.00002935   +0 07 59.2
 EN0807;UTM  14      - 3,823,522.100   291,638.065   MT  1.00013515   -1 17 14.8
 EN0807
 EN0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0807!SPC TX N     -   0.99984649  x   1.00002935  =   0.99987583
 EN0807!UTM  14      -   0.99984649  x   1.00013515  =   0.99998162
 EN0807
 EN0807|---------------------------------------------------------------------|
 EN0807| PID    Reference Object                     Distance      Geod. Az  |
 EN0807|                                                           dddmmss.s |
 EN0807| CJ7257 PAT RM 1                             10.464 METERS 05935     |
 EN0807| CJ7258 PAT RM 2                             11.699 METERS 14304     |
 EN0807| EN0838 SILVERTON MUNICIPAL TANK            APPROX. 7.3 KM 2033710.2 |
 EN0807| EN0808 SILVERTON NESA INC MICRO MST        APPROX. 3.0 KM 3201353.8 |
 EN0807| CJ7256 PAT AZ MK                                          3241840.8 |
 EN0807|---------------------------------------------------------------------|
 EN0807
 EN0807                          SUPERSEDED SURVEY CONTROL
 EN0807
 EN0807  NAD 83(1993)-  34 31 56.35864(N)    101 16 13.14886(W) AD(       ) 1
 EN0807  NAD 83(1986)-  34 31 56.36157(N)    101 16 13.14689(W) AD(       ) 1
 EN0807  NAD 27      -  34 31 56.13667(N)    101 16 11.57336(W) AD(       ) 1
 EN0807  NGVD 29 (07/28/98) 1004.9    (m)         3297.     (f) VERT ANG       
 EN0807
 EN0807.Superseded values are not recommended for survey control.
 EN0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0807.See file dsdata.txt to determine how the superseded data were derived.
 EN0807
 EN0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9163823522(NAD 83)
 EN0807_MARKER: DS = TRIANGULATION STATION DISK
 EN0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0807
 EN0807  HISTORY     - Date     Condition        Report By
 EN0807  HISTORY     - 1964     MONUMENTED       CGS
 EN0807  HISTORY     - 1965     GOOD             USGS
 EN0807
 EN0807                          STATION DESCRIPTION
 EN0807
 EN0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0807'THE STATION IS ABOUT 24 MILES WEST-NORTHWEST OF TURKEY, 15-1/2 MILES
 EN0807'SOUTHEAST OF VIGO PARK, 4-1/2 MILES NORTHEAST OF SILVERTON, 0.2 MILE
 EN0807'NORTHWEST OF A WINDMILL, ON GRAZING LAND OWNED BY PAT NORTHCUTT.
 EN0807'THERE ARE SEVERAL LARGE BADGER HOLES NEAR THE STATION.
 EN0807'
 EN0807'TO REACH THE STATION FROM THE COURTHOUSE IN SILVERTON, GO WEST ON
 EN0807'STATE HIGHWAY 86 AND LONE STAR AVENUE FOR 0.55 MILE TO A SIDE ROAD
 EN0807'ON THE RIGHT AND THE STATE HIGHWAY DEPARTMENT BUILDINGS ON THE
 EN0807'LEFT.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 4.4 MILES TO A
 EN0807'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 2.3 MILES TO
 EN0807'A FARM HOUSE ON THE LEFT, A GATE AND THE AZIMUTH MARK ON THE
 EN0807'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHEAST ON A
 EN0807'TRACK ROAD, THAT LEADS TO THE WINDMILL, FOR 0.4 MILE TO THE
 EN0807'STATION ON THE RIGHT.
 EN0807'
 EN0807'THE STATION MARK IS A STANDARD DISK, STAMPED PAT 1964, SET IN THE TOP
 EN0807'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 55.6
 EN0807'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD.
 EN0807'
 EN0807'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PAT NO 1 1964, SET IN
 EN0807'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0807'IS 20.8 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND AT ABOUT
 EN0807'THE SAME ELEVATION AS THE STATION.
 EN0807'
 EN0807'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PAT NO 2 1964, SET IN
 EN0807'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0807'IS 57.8 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND AT ABOUT
 EN0807'THE SAME ELEVATION AS THE STATION.
 EN0807'
 EN0807'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PAT 1964, SET IN THE
 EN0807'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS
 EN0807'1.0 FEET SOUTH OF AN EAST-WEST FENCE, 1.0 FEET WEST OF THE WEST
 EN0807'GATEPOST, 1.9 FEET EAST OF A WITNESS POST AND 20.2 FEET SOUTH OF
 EN0807'THE CENTERLINE OF THE ROAD.
 EN0807'
 EN0807'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 EN0807
 EN0807                          STATION RECOVERY (1965)
 EN0807
 EN0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0807'DESCRIPTION AND POSITION LISTED IN NGS NORTHWEST TEXAS AREA G-13442,
 EN0807'PAGE 2 AND G-3442, PAGE 42.
 EN0807'RECOVERED BY USGS IN 1965.
 EN0807'STATION MARK--STANDARD USC AND GS DISK STAMPED---PAT 1964---, SET IN
 EN0807'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1867 ***********************************************************************
 FL1867  DESIGNATION -  PAT
 FL1867  PID         -  FL1867
 FL1867  STATE/COUNTY-  TX/MOORE
 FL1867  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1867
 FL1867                         *CURRENT SURVEY CONTROL
 FL1867  ___________________________________________________________________
 FL1867* NAD 83(1993)-  35 51 52.89671(N)    101 53 35.35533(W)     ADJUSTED  
 FL1867* NAVD 88     -      1099.     (meters)    3606.     (feet)  SCALED    
 FL1867  ___________________________________________________________________
 FL1867  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 FL1867  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL1867
 FL1867  HORZ ORDER  -  THIRD
 FL1867
 FL1867.The horizontal coordinates were established by classical geodetic methods
 FL1867.and adjusted by the National Geodetic Survey in February 1996..
 FL1867
 FL1867.The orthometric height was scaled from a topographic map.
 FL1867
 FL1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1867
 FL1867.The geoid height was determined by GEOID03.
 FL1867
 FL1867;                    North         East     Units Scale Factor Converg.
 FL1867;SPC TX N     - 1,206,936.503   164,493.489   MT  0.99994120   -0 13 40.2
 FL1867;SPC TX N     - 3,959,757.51    539,675.72   sFT  0.99994120   -0 13 40.2
 FL1867;UTM  14      - 3,972,807.193   238,767.094   MT  1.00044099   -1 41 45.5
 FL1867
 FL1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1867!SPC TX N     -   0.99983175  x   0.99994120  =   0.99977296
 FL1867!UTM  14      -   0.99983175  x   1.00044099  =   1.00027267
 FL1867
 FL1867:                Primary Azimuth Mark                     Grid Az
 FL1867:SPC TX N     -  SHAMROCK OIL CAT CRACKING TWR            007 20 17.3
 FL1867:UTM  14      -  SHAMROCK OIL CAT CRACKING TWR            008 48 22.6
 FL1867
 FL1867|---------------------------------------------------------------------|
 FL1867| PID    Reference Object                     Distance      Geod. Az  |
 FL1867|                                                           dddmmss.s |
 FL1867| FL1878 SHAMROCK OIL CAT CRACKING TWR       APPROX. 9.9 KM 0070637.1 |
 FL1867| CJ7254 PAT RM 3                             52.712 METERS 07228     |
 FL1867| CJ7252 PAT RM 1                             33.263 METERS 13126     |
 FL1867| FL1868 DUMAS PHILLIPS PETROLEUM MAST       APPROX. 7.9 KM 2593021.6 |
 FL1867| CJ7253 PAT RM 2                              6.028 METERS 26527     |
 FL1867| FL1871 DUMAS COOP S GRAIN ELEVATOR         APPROX. 7.9 KM 2665158.1 |
 FL1867| FL1870 DUMAS E MUNICIPAL TANK              APPROX. 6.6 KM 2681615.2 |
 FL1867| FL1869 DUMAS MOORE CO N GRAIN ELEV         APPROX. 7.9 KM 2683459.3 |
 FL1867| FL1873 DUMAS W MUNICIPAL TANK              APPROX. 7.3 KM 2695438.8 |
 FL1867| CJ7255 PAT RM 4                             57.748 METERS 27043     |
 FL1867| CJ7251 PAT AZ MK                                          2741343.6 |
 FL1867| FL1877 MC CHOVEC SMELTR AMER ZINC STK      APPROX. 9.1 KM 3361610.5 |
 FL1867|---------------------------------------------------------------------|
 FL1867
 FL1867                          SUPERSEDED SURVEY CONTROL
 FL1867
 FL1867  NAD 83(1993)-  35 51 52.89633(N)    101 53 35.35432(W) AD(       ) 3
 FL1867  NAD 83(1986)-  35 51 52.90423(N)    101 53 35.34384(W) AD(       ) 3
 FL1867  NAD 27      -  35 51 52.76600(N)    101 53 33.71200(W) AD(       ) 3
 FL1867
 FL1867.Superseded values are not recommended for survey control.
 FL1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1867.See file dsdata.txt to determine how the superseded data were derived.
 FL1867
 FL1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3876772807(NAD 83)
 FL1867_MARKER: DS = TRIANGULATION STATION DISK
 FL1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1867
 FL1867  HISTORY     - Date     Condition        Report By
 FL1867  HISTORY     - 1953     MONUMENTED       CGS
 FL1867  HISTORY     - 1973     GOOD             USAF
 FL1867  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FL1867
 FL1867                          STATION DESCRIPTION
 FL1867
 FL1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1867'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY
 FL1867'152, ABOUT 4-1/2 MILES AIRLINE EAST OF DUMAS, ABOUT 11 MILES
 FL1867'AIRLINE SOUTH-SOUTHWEST OF SUNRAY, AND ABOUT 25 MILES AIRLINE
 FL1867'WEST OF STINNETT.
 FL1867'
 FL1867'TO REACH THE STATION FROM THE MOORE COUNTY COURTHOUSE IN DUMAS,
 FL1867'GO NORTH ON U.S. HIGHWAY 287 FOR 0.5 MILE TO A STOP LIGHT AT
 FL1867'A CROSS ROAD.  TURN RIGHT ONTO STATE HIGHWAY 152 AS PER SIGN,
 FL1867'STINNETT AND GO EAST 4.4 MILES TO A WHITE WITNESS POST AND THE
 FL1867'STATION ON THE RIGHT.
 FL1867'
 FL1867'THE STATION MARK IS A STANDARD DISK STAMPED, PAT 1953 SET IN
 FL1867'THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 1 INCH
 FL1867'ABOVE THE GROUND.  IT IS 2 FEET NORTH OF A FENCE LINE, 73 FEET
 FL1867'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET WEST OF A WHITE
 FL1867'WITNESS POST, AND ABOUT 120 FEET NORTHWEST OF A SMALL METAL
 FL1867'METER HOUSE.
 FL1867'
 FL1867'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, PAT NO 1
 FL1867'1953 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE CYLINDER THAT
 FL1867'PROJECTS 1 INCH ABOVE THE GROUND AND IS THE SAME ELEVATION
 FL1867'AS THE STATION.  IT IS 1 FOOT NORTHEAST OF THE NORTHEAST EDGE
 FL1867'OF A SMALL ENCLOSURE BUILT OF PIPE AND 55 FEET SOUTHWEST OF A
 FL1867'SMALL METAL METER HOUSE.
 FL1867'
 FL1867'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, PAT NO 2
 FL1867'1953 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 FL1867'1 INCH ABOVE THE GROUND AND IS THE SAME ELEVATION AS THE
 FL1867'STATION.  IT IS SET IN AN EAST-WEST FENCE LINE AND IS 75 FEET
 FL1867'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 FL1867'
 FL1867'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 152
 FL1867'AND IS A STANDARD DISK STAMPED, PAT 1953 SET IN THE TOP OF A
 FL1867'12-INCH CONCRETE CYLINDER THAT PROJECTS 1 INCH ABOVE THE GROUND.
 FL1867'IT IS 1 FOOT SOUTH OF A FENCE LINE, 74 FEET NORTH OF THE
 FL1867'CENTERLINE OF THE HIGHWAY, AND 64 FEET EAST OF A POWERLINE POLE
 FL1867'WITH A TRIANGLE BLAZE.  TO REACH THE AZIMUTH MARK FROM THE
 FL1867'STATION GO WEST ON THE HIGHWAY FOR 0.4 MILE TO A TRIANGULAR
 FL1867'BLAZED POWERLINE POLE AND THE AZIMUTH MARK ON THE RIGHT.
 FL1867
 FL1867                          STATION RECOVERY (1973)
 FL1867
 FL1867'RECOVERY NOTE BY US AIR FORCE 1973
 FL1867'STATION WAS RECOVERED AND FOUND TO BE DAMAGED.  DISK IS STURDY
 FL1867'BUT MONUMENT LEANS ABOUT 30 DEGREES.  A COMPLETE DESCRIPTION
 FL1867'FOLLOWS--TO REACH THE STATION FROM THE MOORE COUNTY COURTHOUSE
 FL1867'IN DUMAS, GO NORTH ON U.S. HWY 287 FOR 0.5 MILES TO A STOP
 FL1867'LIGHT AT A CROSS ROAD.  TURN RIGHT ONTO STATE HWY 152 AS PER
 FL1867'SIGN, STINNETT AND GO EAST 4.4 MILES TO A WHITE WITNESS POST AND
 FL1867'THE STATION ON THE RIGHT.  THE AZIMUTH MARK IS LOCATED ON
 FL1867'THE NORTH SIDE OF STATE HWY 152 AND IS A STANDARD DISK
 FL1867'STAMPED, PAT 1935 SET IN THE TOP OF A 12-INCH CONCRETE
 FL1867'CYLINDER THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1
 FL1867'FOOT SOUTH OF A FENCE LINE, 74 FEET NORTH OF THE CENTERLINE OF
 FL1867'THE HWY, AND 64 FEET EAST OF A POWERLINE POLE WITH A
 FL1867'TRIANGLE BLAZE.  TO REACH THE AZIMUTH MARK FROM THE
 FL1867'STATION GO WEST ON THE HIGHWAY FOR 0.4 MILES TO A
 FL1867'TRIANGULAR BLAZED POWER LINE POLE AND THE AZIMUTH MARK ON THE
 FL1867'RIGHT.
 FL1867
 FL1867                          STATION RECOVERY (1975)
 FL1867
 FL1867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL1867'THE STATION SURFACE MARK, REFERENCE MARKS NO. 1 AND 2, AND THE
 FL1867'AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED.  THE STATION
 FL1867'SUB-SURFACE WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FL1867'
 FL1867'THE STATION SURFACE MARK AND REFERENCE MARKS NO. 3 AND 4, WERE
 FL1867'ESTABLISHED AT THIS TIME.
 FL1867'
 FL1867'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FL1867'
 FL1867'THE STATION IS LOCATED ABOUT 4 MILES EAST OF DUMAS AND ON THE SOUTH
 FL1867'EDGE OF THE RIGHT-OF-WAY OF STATE HIGHWAY 152.
 FL1867'
 FL1867'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS 87, 287
 FL1867'AND STATE HIGHWAY 152, IN DUMAS.  GO EAST ON STATE HIGHWAY 152 FOR
 FL1867'4.6 MILES TO STATION ON THE RIGHT.
 FL1867'
 FL1867'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 FL1867'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED PAT 1953 1975.
 FL1867'IT IS 171 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 FL1867'CULVERT, 145 FEET WEST OF A TELEPHONE POLE, 75 FEET SOUTH OF THE
 FL1867'CENTER-LINE OF HIGHWAY, 46 FEET WEST OF A HI-LINE POLE, 1-FOOT
 FL1867'NORTH OF A METAL WITNESS POST AND 1-FOOT EAST OF A METAL WITNESS
 FL1867'POST.
 FL1867'
 FL1867'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE, AT THE
 FL1867'WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT AND IS STAMPED
 FL1867'PAT 1953 NO 3 1975.  IT IS 21 FEET SOUTH OF THE CENTER-LINE OF
 FL1867'HIGHWAY AND 2 FEET EAST OF THE WEST END OF CULVERT.
 FL1867'
 FL1867'REFERENCE MARK NO. 4 IS A CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT
 FL1867'6-INCHES AND THE CAST ALUMINUM DISK IS STAMPED PAT 1953 NO 4 1975.
 FL1867'IT IS 88 FEET EAST OF A HI-LINE POLE, 75 FEET SOUTH OF THE
 FL1867'CENTER-LINE OF HIGHWAY, 1-FOOT NORTH OF A TELEPHONE POLE AND 1-FOOT
 FL1867'EAST OF A METAL WITNESS POST.
 FL1867'
 FL1867'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DUMAS 4-1/2 MILES
 FL1867'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2098 ***********************************************************************
 FL2098  DESIGNATION -  PAT
 FL2098  PID         -  FL2098
 FL2098  STATE/COUNTY-  TX/ARMSTRONG
 FL2098  USGS QUAD   -  CLAUDE SW (1983)
 FL2098
 FL2098                         *CURRENT SURVEY CONTROL
 FL2098  ___________________________________________________________________
 FL2098* NAD 83(1993)-  35 01 52.19826(N)    101 22 33.52240(W)     ADJUSTED  
 FL2098* NAVD 88     -      1040.1    (meters)    3412.     (feet)  VERTCON   
 FL2098  ___________________________________________________________________
 FL2098  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 FL2098  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FL2098
 FL2098  HORZ ORDER  -  THIRD
 FL2098
 FL2098.The horizontal coordinates were established by classical geodetic methods
 FL2098.and adjusted by the National Geodetic Survey in February 1996..
 FL2098
 FL2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL2098
 FL2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2098
 FL2098.The geoid height was determined by GEOID03.
 FL2098
 FL2098;                    North         East     Units Scale Factor Converg.
 FL2098;SPC TX N     - 1,114,401.555   211,316.651   MT  0.99993352   +0 04 18.7
 FL2098;SPC TX N     - 3,656,165.77    693,294.71   sFT  0.99993352   +0 04 18.7
 FL2098;UTM  14      - 3,879,079.920   283,248.915   MT  1.00017905   -1 21 51.8
 FL2098
 FL2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2098!SPC TX N     -   0.99984093  x   0.99993352  =   0.99977446
 FL2098!UTM  14      -   0.99984093  x   1.00017905  =   1.00001995
 FL2098
 FL2098                          SUPERSEDED SURVEY CONTROL
 FL2098
 FL2098  NAD 83(1993)-  35 01 52.20253(N)    101 22 33.51907(W) AD(       ) 3
 FL2098  NAD 83(1986)-  35 01 52.20466(N)    101 22 33.51408(W) AD(       ) 3
 FL2098  NGVD 29 (01/19/93) 1039.6    (m)         3411.     (f) VERT ANG       
 FL2098
 FL2098.Superseded values are not recommended for survey control.
 FL2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2098.See file dsdata.txt to determine how the superseded data were derived.
 FL2098
 FL2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8324979080(NAD 83)
 FL2098_MARKER: DD = SURVEY DISK
 FL2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2098+STABILITY: SURFACE MOTION
 FL2098
 FL2098  HISTORY     - Date     Condition        Report By
 FL2098  HISTORY     - 1953     MONUMENTED       USGS
 FL2098
 FL2098                          STATION DESCRIPTION
 FL2098
 FL2098'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL2098'STATION LOCATED ABOUT 5.5 MI. AIRLINE SSW. OF CLAUDE, TEXAS, 0.75
 FL2098'MI. W. OF FARM ROAD NO. 284 AND UNDER FENCE LINE 20 FT. S. OF DIRT
 FL2098'RD.
 FL2098'
 FL2098'TO REACH FROM THE W. SIDE OF THE COURTHOUSE SQUARE IN CLAUDE, GO S.
 FL2098'ON FARM ROAD NO. 284 5.3 MI. TO T-RD. W., TURN RIGHT (W.) AND FOLLOW
 FL2098'DIRT RD. 0.75 MI. TO STATION.
 FL2098'
 FL2098'STATION MARK--STANDARD TABLET STAMPED---PAT 1953 VABM 3411---,
 FL2098'CEMENTED IN TOP OF CONCRETE POST PROJECTING ABOUT 0.3 FT. ABOVE
 FL2098'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7297 ***********************************************************************
 AC7297  DESIGNATION -  PAT
 AC7297  PID         -  AC7297
 AC7297  STATE/COUNTY-  TX/LAMPASAS
 AC7297  USGS QUAD   -  FLAT TOP PEAK (1979)
 AC7297
 AC7297                         *CURRENT SURVEY CONTROL
 AC7297  ___________________________________________________________________
 AC7297* NAD 83(1993)-  31 14 29.46285(N)    098 10 17.49672(W)     ADJUSTED  
 AC7297* NAVD 88     -       359.9    (meters)    1181.     (feet)  VERTCON   
 AC7297  ___________________________________________________________________
 AC7297  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AC7297  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AC7297
 AC7297  HORZ ORDER  -  THIRD
 AC7297
 AC7297.The horizontal coordinates were established by classical geodetic methods
 AC7297.and adjusted by the National Geodetic Survey in March 1997..
 AC7297
 AC7297.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7297
 AC7297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7297
 AC7297.The geoid height was determined by GEOID03.
 AC7297
 AC7297;                    North         East     Units Scale Factor Converg.
 AC7297;SPC TX C     - 3,176,581.701   905,904.037   MT  0.99989049   +1 06 48.4
 AC7297;SPC TX C     -10,421,835.13  2,972,120.16   sFT  0.99989049   +1 06 48.4
 AC7297;UTM  14      - 3,456,664.472   578,892.310   MT  0.99967677   +0 25 46.9
 AC7297
 AC7297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7297!SPC TX C     -   0.99994757  x   0.99989049  =   0.99983807
 AC7297!UTM  14      -   0.99994757  x   0.99967677  =   0.99962436
 AC7297
 AC7297                          SUPERSEDED SURVEY CONTROL
 AC7297
 AC7297  NGVD 29 (03/17/97)  359.8    (m)         1180.     (f) VERT ANG       
 AC7297
 AC7297.Superseded values are not recommended for survey control.
 AC7297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7297.See file dsdata.txt to determine how the superseded data were derived.
 AC7297
 AC7297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7889256664(NAD 83)
 AC7297_MARKER: DS = TRIANGULATION STATION DISK
 AC7297
 AC7297  HISTORY     - Date     Condition        Report By
 AC7297  HISTORY     - 1953     MONUMENTED       USGS
 AC7297  HISTORY     - 20020420 GOOD             USPSQD
 AC7297
 AC7297                          STATION DESCRIPTION
 AC7297
 AC7297'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7297'THE STATION IS LOCATED APPROXIMATELY 5 MI. S. OF ADAMSVILLE, TEXAS,
 AC7297'500 YDS. E. OF U.S. HIGHWAY 281, 500 YDS. N. OF PATTERSON CREEK, ON
 AC7297'THE N. END OF A BARE RIDGE, WHICH SLOPES DOWN TO THE N.
 AC7297'TO REACH THE STATION FROM ADAMSVILLE, TAKE U.S. HIGHWAY 281 S. FOR 5.0
 AC7297'MI. TO THE Y-INTERSECTION OF A GRADED DIRT RD. ON THE LEFT AND AT THE
 AC7297'SUMMIT OF A BRUSHY TOP.  TURN LEFT (NE.) ON DIRT RD. AND GO 0.4 MI. TO
 AC7297'THE Y-INTERSECTION OF A DIM TRACK RD. ON THE LEFT.  TURN LEFT (N-NE.)
 AC7297'AND GO 0.3 MI. TO THE STATION.
 AC7297'STATION MARK--A USGS TABLET STAMPED---PAT 1953---, SET IN A CONCRETE
 AC7297'POST PROJECTING 6 IN.
 AC7297'REFERENCE MARKS--NONE.
 AC7297
 AC7297                          STATION RECOVERY (2002)
 AC7297
 AC7297'RECOVERY NOTE BY US POWER SQUADRON 2002 (HY)
 AC7297'ORIGINAL DESCRIPTION IS STILL GOOD BUT ADD 'GRADED DIRT ROAD IS COUNTY
 AC7297'ROAD 98 AND MARK IS 112 METERS (368 FEET) FROM FENCE ALONG COUNTY ROAD
 AC7297'98 AND .9 KM (.54 MILES) FROM US 281.'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0735 ***********************************************************************
 CU0735  DESIGNATION -  PAT AZ MK
 CU0735  PID         -  CU0735
 CU0735  STATE/COUNTY-  TX/NOLAN
 CU0735  USGS QUAD   -  CHALK PEAK (1984)
 CU0735
 CU0735                         *CURRENT SURVEY CONTROL
 CU0735  ___________________________________________________________________
 CU0735* NAD 83(1986)-  32 29 40.     (N)    100 10 59.     (W)     SCALED    
 CU0735* NAVD 88     -       602.334  (meters)    1976.16   (feet)  ADJUSTED  
 CU0735  ___________________________________________________________________
 CU0735  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CU0735  DYNAMIC HT  -         601.545 (meters)    1973.57  (feet)  COMP
 CU0735  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 CU0735
 CU0735  VERT ORDER  -  FIRST     CLASS II
 CU0735
 CU0735.The horizontal coordinates were scaled from a topographic map and have
 CU0735.an estimated accuracy of +/- 6 seconds.
 CU0735
 CU0735.The orthometric height was determined by differential leveling
 CU0735.and adjusted by the National Geodetic Survey in June 1991..
 CU0735
 CU0735.The geoid height was determined by GEOID03.
 CU0735
 CU0735.The dynamic height is computed by dividing the NAVD 88
 CU0735.geopotential number by the normal gravity value computed on the
 CU0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0735.degrees latitude (g = 980.6199 gals.).
 CU0735
 CU0735.The modeled gravity was interpolated from observed gravity values.
 CU0735
 CU0735;                    North         East    Units  Estimated Accuracy
 CU0735;SPC TXNC     - 2,093,060.      441,840.      MT  (+/- 180 meters Scaled)
 CU0735
 CU0735                          SUPERSEDED SURVEY CONTROL
 CU0735
 CU0735.No superseded survey control is available for this station.
 CU0735
 CU0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA888958(NAD 83)
 CU0735_MARKER: DZ = AZIMUTH MARK DISK
 CU0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0735_SP_SET: CONCRETE POST
 CU0735_STAMPING: PAT 1961
 CU0735_MARK LOGO: CGS   
 CU0735_PROJECTION: FLUSH
 CU0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0735+STABILITY: SURFACE MOTION
 CU0735
 CU0735  HISTORY     - Date     Condition        Report By
 CU0735  HISTORY     - 1961     MONUMENTED       CGS
 CU0735  HISTORY     - 1982     GOOD             NGS
 CU0735
 CU0735                          STATION DESCRIPTION
 CU0735
 CU0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0735'22.9 KM (14.2 MI) EAST FROM SWEETWATER.
 CU0735'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0735'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0735'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0735'17.7 KM (11.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, THENCE 0.6 KM
 CU0735'(0.35 MI) NORTHERLY ALONG WHITE FLAT ROAD, THENCE 0.2 KM (0.1 MI)
 CU0735'WESTERLY ALONG A GRAVELED ROAD, 7.5 METERS (24.6 FT) NORTH OF THE
 CU0735'CENTER OF THE ROAD, 0.6 METER (2.0 FT) EAST OF A UTILITY POLE AND 0.2
 CU0735'METER (0.7 FT) SOUTH OF A FENCE.
 CU0735'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CU0735'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0594 ***********************************************************************
 AZ0594  DESIGNATION -  PAT ET
 AZ0594  PID         -  AZ0594
 AZ0594  STATE/COUNTY-  TX/KINNEY
 AZ0594  USGS QUAD   -  KICKAPOO CAVERNS (1974)
 AZ0594
 AZ0594                         *CURRENT SURVEY CONTROL
 AZ0594  ___________________________________________________________________
 AZ0594* NAD 83(1993)-  29 32 48.94150(N)    100 27 25.12015(W)     ADJUSTED  
 AZ0594* NAVD 88     -       561.5    (meters)    1842.     (feet)  VERTCON   
 AZ0594  ___________________________________________________________________
 AZ0594  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AZ0594  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 AZ0594
 AZ0594  HORZ ORDER  -  SECOND
 AZ0594
 AZ0594.The horizontal coordinates were established by classical geodetic methods
 AZ0594.and adjusted by the National Geodetic Survey in February 1996..
 AZ0594
 AZ0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0594
 AZ0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0594
 AZ0594.The geoid height was determined by GEOID03.
 AZ0594
 AZ0594;                    North         East     Units Scale Factor Converg.
 AZ0594;SPC TXSC     - 4,190,791.392   458,809.456   MT  0.99987006   -0 42 49.7
 AZ0594;SPC TXSC     -13,749,288.09  1,505,277.36   sFT  0.99987006   -0 42 49.7
 AZ0594;UTM  14      - 3,269,468.268   358,836.068   MT  0.99984588   -0 43 07.0
 AZ0594
 AZ0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0594!SPC TXSC     -   0.99991536  x   0.99987006  =   0.99978543
 AZ0594!UTM  14      -   0.99991536  x   0.99984588  =   0.99976125
 AZ0594
 AZ0594|---------------------------------------------------------------------|
 AZ0594| PID    Reference Object                     Distance      Geod. Az  |
 AZ0594|                                                           dddmmss.s |
 AZ0594| CV5063 PAT ET RM 1                          25.746 METERS 00120     |
 AZ0594| AZ0593 GRIFFIN                             APPROX. 8.5 KM 0302009.9 |
 AZ0594| CV5064 PAT ET RM 2                          23.656 METERS 26838     |
 AZ0594|---------------------------------------------------------------------|
 AZ0594
 AZ0594                          SUPERSEDED SURVEY CONTROL
 AZ0594
 AZ0594  NAD 83(1986)-  29 32 48.93577(N)    100 27 25.10222(W) AD(       ) 2
 AZ0594  NAD 27      -  29 32 48.11748(N)    100 27 23.80451(W) AD(       ) 2
 AZ0594  NGVD 29 (07/19/86)  561.4    (m)         1842.     (f) VERT ANG       
 AZ0594
 AZ0594.Superseded values are not recommended for survey control.
 AZ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0594.See file dsdata.txt to determine how the superseded data were derived.
 AZ0594
 AZ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT5883669468(NAD 83)
 AZ0594_MARKER: DD = SURVEY DISK
 AZ0594_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0594_SP_SET: PARTIALLY EXPOSED BEDROCK
 AZ0594
 AZ0594  HISTORY     - Date     Condition        Report By
 AZ0594  HISTORY     - 1971     MONUMENTED       USGS
 AZ0594
 AZ0594                          STATION DESCRIPTION
 AZ0594
 AZ0594'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0594'THE STATION IS LOCATED NORTH 8 DEGREES WEST, 16 MILES AIRLINE
 AZ0594'DISTANCE FROM BRACKETTVILLE, TEXAS, AND ABOUT 3 MILES WEST OF
 AZ0594'RANCH ROAD 674.  IT IS ABOUT 700 FEET EAST AND 10 FEET LOWER
 AZ0594'THAN THE HIGH POINT.  24 FEET NORTH OF EAST-WEST FENCE ON LAND
 AZ0594'OWNED BY PAT ROSE III, BRACKETVILLE, TEXAS.
 AZ0594'
 AZ0594'TO REACH FROM BRACKETTVILLE, TEXAS, GO 17.5 MILES NORTH ON
 AZ0594'RANCH ROAD 674 TO PRIVATE DRIVE LEFT (WEST), AND SIGN P.H. COATES
 AZ0594'III RANCH HDQTS, GO 0.4 MILES WEST ON PRIVATE DRIVE PASSING TO
 AZ0594'THE NORTH OF COATES RANCH TO GATE, CONTINUE 2.0 MILES WEST ON
 AZ0594'PRIVATE DRIVE TO GATE, CONTINUE 0.1 MILE NORTHWEST TO TRACK
 AZ0594'ROAD LEFT (SOUTHWEST), GO 0.2 MILES SOUTHWEST PASSING THRU 2
 AZ0594'GATES OF A CORRAL AND TO THE LEFT OF A WINDMILL, THRU SECOND
 AZ0594'GATE, LEAVE ROAD AND GO 0.7 MILES WEST ACROSS COUNTRY (4
 AZ0594'WHEEL-DRIVE) TO TOP OF FIRST RIDGE AND STATION SITE.  31 FEET
 AZ0594'NORTHEAST OF A USGS WITNESS SIGN FASTENED TO AN EAST-WEST
 AZ0594'FENCE.
 AZ0594'
 AZ0594'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET IN
 AZ0594'BEDROCK, FLUSH WITH THE GROUND.
 AZ0594'
 AZ0594'STATION MARK--TABLET STAMPED, PAT ET 1971.
 AZ0594'
 AZ0594'REFERENCE MARK NO. 1--TABLET STAMPED, PAT ET-NO. 1 1971.
 AZ0594'
 AZ0594'REFERENCE MARK NO. 2--TABLET STAMPED, PAT ET-NO. 2 1971.
 AZ0594'
 AZ0594'STATION GRIFFIN USC AND GS 1935, IS VISIBLE FROM THE GROUND AT
 AZ0594'THIS STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0594'WERE MADE FROM A SCAFFOLD, AT A HEIGHT OF 17.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1819 ***********************************************************************
 AH1819  DESIGNATION -  PAT ET
 AH1819  PID         -  AH1819
 AH1819  STATE/COUNTY-  TX/WILSON
 AH1819  USGS QUAD   -  DEWEES (1961)
 AH1819
 AH1819                         *CURRENT SURVEY CONTROL
 AH1819  ___________________________________________________________________
 AH1819* NAD 83(1993)-  29 04 06.07872(N)    098 11 39.53708(W)     ADJUSTED  
 AH1819* NAVD 88     -       140.6    (meters)     461.     (feet)  VERTCON   
 AH1819  ___________________________________________________________________
 AH1819  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AH1819  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AH1819
 AH1819  HORZ ORDER  -  THIRD
 AH1819
 AH1819.The horizontal coordinates were established by classical geodetic methods
 AH1819.and adjusted by the National Geodetic Survey in July 1998..
 AH1819
 AH1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1819
 AH1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1819
 AH1819.The geoid height was determined by GEOID03.
 AH1819
 AH1819;                    North         East     Units Scale Factor Converg.
 AH1819;SPC TXSC     - 4,137,143.756   678,442.772   MT  0.99987399   +0 23 41.0
 AH1819;SPC TXSC     -13,573,279.14  2,225,857.66   sFT  0.99987399   +0 23 41.0
 AH1819;UTM  14      - 3,215,826.730   578,423.271   MT  0.99967589   +0 23 29.3
 AH1819
 AH1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1819!SPC TXSC     -   0.99998195  x   0.99987399  =   0.99985594
 AH1819!UTM  14      -   0.99998195  x   0.99967589  =   0.99965785
 AH1819
 AH1819                          SUPERSEDED SURVEY CONTROL
 AH1819
 AH1819  NGVD 29 (07/28/98)  140.5    (m)          461.     (f) VERT ANG       
 AH1819
 AH1819.Superseded values are not recommended for survey control.
 AH1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1819.See file dsdata.txt to determine how the superseded data were derived.
 AH1819
 AH1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7842315827(NAD 83)
 AH1819_MARKER: DS = TRIANGULATION STATION DISK
 AH1819_PROJECTION: FLUSH
 AH1819
 AH1819  HISTORY     - Date     Condition        Report By
 AH1819  HISTORY     - 1960     MONUMENTED       USGS
 AH1819  HISTORY     - 20050819 MARK NOT FOUND   USPSQD
 AH1819
 AH1819                          STATION DESCRIPTION
 AH1819
 AH1819'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1819'STATION IS LOCATED ABOUT 7 MI. (AIRLINE) W. OF POTH, TEXAS, AND ABOUT
 AH1819'4 MI. (AIRLINE) S. AND 2 MI. W. OF FLORESVILLE, TEXAS, ON STATE FARM
 AH1819'ROAD 1345.  STATION IS 50 FT. W. OF CENTERLINE OF RD.
 AH1819'TO REACH FROM THE POST OFFICE IN FLORESVILLE, TEXAS, PROCEED SE. ON
 AH1819'SECOND STREET FOR 0.1 MI. (ONE BLOCK) TO --D--- STREET.  TURN LEFT AND
 AH1819'PROCEED 0.05 MI. (ONE BLOCK) TO THIRD STREET WHICH IS STATE HIGHWAY
 AH1819'181 LOOP.  TURN RIGHT AND PROCEED 0.45 MI. TO INTERSECTION WITH
 AH1819'HIGHWAY 97.  TURN RIGHT (SW.) AND PROCEED FOR 4.2 MI. TO INTERSECTION
 AH1819'WITH FARM ROAD 1345.  TURN LEFT (S.) AND PROCEED 1.5 MI. TO STATION ON
 AH1819'RIGHT.
 AH1819'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST, STAMPED---PAT
 AH1819'ET 1960--- AND PROJECTING 0.1 FT. ABOVE GROUND.
 AH1819
 AH1819                          STATION RECOVERY (2005)
 AH1819
 AH1819'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AH1819'APPEARS TO HAVE BEEN PLOWED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2144 ***********************************************************************
 AN2144  DESIGNATION -  PAT RESET
 AN2144  PID         -  AN2144
 AN2144  STATE/COUNTY-  TX/BEE
 AN2144  USGS QUAD   -  PAPALOTE (1979)
 AN2144
 AN2144                         *CURRENT SURVEY CONTROL
 AN2144  ___________________________________________________________________
 AN2144* NAD 83(1993)-  28 07 48.94982(N)    097 34 30.19592(W)     ADJUSTED  
 AN2144* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 AN2144  ___________________________________________________________________
 AN2144  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AN2144  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN2144
 AN2144  HORZ ORDER  -  SECOND
 AN2144
 AN2144.The horizontal coordinates were established by classical geodetic methods
 AN2144.and adjusted by the National Geodetic Survey in February 1996..
 AN2144
 AN2144.The orthometric height was scaled from a topographic map.
 AN2144
 AN2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2144
 AN2144.The geoid height was determined by GEOID03.
 AN2144
 AN2144;                    North         East     Units Scale Factor Converg.
 AN2144;SPC TXSC     - 4,033,763.109   739,999.449   MT  1.00008225   +0 41 53.2
 AN2144;SPC TXSC     -13,234,104.47  2,427,814.86   sFT  1.00008225   +0 41 53.2
 AN2144;SPC TX S     - 5,273,297.204   390,876.975   MT  1.00008865   +0 25 11.8
 AN2144;SPC TX S     -17,300,809.24  1,282,402.21   sFT  1.00008865   +0 25 11.8
 AN2144;UTM  14      - 3,112,453.074   639,943.473   MT  0.99984171   +0 40 19.0
 AN2144
 AN2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2144!SPC TXSC     -   0.99999987  x   1.00008225  =   1.00008212
 AN2144!SPC TX S     -   0.99999987  x   1.00008865  =   1.00008852
 AN2144!UTM  14      -   0.99999987  x   0.99984171  =   0.99984158
 AN2144
 AN2144|---------------------------------------------------------------------|
 AN2144| PID    Reference Object                     Distance      Geod. Az  |
 AN2144|                                                           dddmmss.s |
 AN2144| AN1895 PAT RM 3                             28.133 METERS 05117     |
 AN2144| CV5062 PAT RM 1                             28.087 METERS 05239     |
 AN2144| AN2149 SINTON MUNICIPAL TANK               APPROX.11.6 KM 1465913.8 |
 AN2144| AN2147 SINTON NEW MUNICIPAL TANK           APPROX.12.8 KM 1470905.6 |
 AN2144| AN2148 SINTON REA RADIO MAST               APPROX.11.5 KM 1472253.4 |
 AN2144| AN2146 SINTON FARM LABOR SUPPLY C TK       APPROX.13.3 KM 1495632.6 |
 AN2144| AH1380 SINTON SW BELL TEL CO RAD MAST      APPROX.16.4 KM 1521619.6 |
 AN2144| AN2150 ST PAUL CONT PLINE MICROWAVE        APPROX. 5.6 KM 1560020.6 |
 AN2144| AN1894 PAT RM 2                             53.934 METERS 32226     |
 AN2144| CV5060 PAT AZ MK                                          3304344.1 |
 AN2144| CV5061 PAT AZ MK 2                                        3311227.8 |
 AN2144| AN1504 Z 45                                               3342235.3 |
 AN2144|---------------------------------------------------------------------|
 AN2144
 AN2144                          SUPERSEDED SURVEY CONTROL
 AN2144
 AN2144  NAD 83(1986)-  28 07 48.95646(N)    097 34 30.17692(W) AD(       ) 2
 AN2144  NAD 27      -  28 07 47.91600(N)    097 34 29.20700(W) AD(       ) 2
 AN2144
 AN2144.Superseded values are not recommended for survey control.
 AN2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2144.See file dsdata.txt to determine how the superseded data were derived.
 AN2144
 AN2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3994312453(NAD 83)
 AN2144_MARKER: DS = TRIANGULATION STATION DISK
 AN2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2144
 AN2144  HISTORY     - Date     Condition        Report By
 AN2144  HISTORY     - 1952     MONUMENTED       CGS
 AN2144  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2144  HISTORY     - 1974     GOOD             NGS
 AN2144
 AN2144                          STATION DESCRIPTION
 AN2144
 AN2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2144'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF SKIDMORE
 AN2144'AND 8 MILES NORTHWEST OF SINTON, ON THE RIGHT-OF-WAY OF
 AN2144'U.S. HIGHWAY 181 AT THE BEE-SAN PATRICIO COUNTY LINE.
 AN2144'
 AN2144'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 181 AND U.S. HIGHWAY
 AN2144'59 IN SKIDMORE, GO SOUTHEAST ON U.S. HIGHWAY 181 FOR 10.6
 AN2144'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW.
 AN2144'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.5 MILE TO THE COUNTY
 AN2144'LINE AND THE STATION ON THE RIGHT.
 AN2144'
 AN2144'THE STATION MARK IS STAMPED PAT 1952.  IT IS A STANDARD DISK
 AN2144'SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 AN2144'48 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 181,
 AN2144'13 FEET NORTH OF AN 8 INCH SQUARE POST DESIGNATING THE COUNTY
 AN2144'LINE AND 12 FEET NORTH OF A WHITE WITNESS POST.
 AN2144'
 AN2144'REFERENCE MARK NO. 1 IS STAMPED PAT NO 1 1952.  IT IS A
 AN2144'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6
 AN2144'INCHES.  IT IS 44 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 AN2144'HIGHWAY 181 AND 2 FEET SOUTH OF A TELEPHONE POLE.
 AN2144'
 AN2144'REFERENCE MARK NO. 2 IS STAMPED PAT NO 2 1952.  IT IS A
 AN2144'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 7
 AN2144'INCHES.  IT IS 60 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 AN2144'HIGHWAY 181 AND 2 FEET NORTHEAST OF A POWER LINE POLE.
 AN2144'
 AN2144'THE AZIMUTH MARK IS STAMPED PAT 1952.  IT IS A STANDARD DISK
 AN2144'SET IN A CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS
 AN2144'38 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 181,
 AN2144'36 FEET SOUTHWEST OF THE NEAREST RAIL OF THE RAILROAD, 3
 AN2144'FEET NORTHWEST OF A TELEPHONE POLE AND 2 FEET SOUTHEAST OF A
 AN2144'WHITE WITNESS POST.
 AN2144'
 AN2144'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2144
 AN2144                          STATION RECOVERY (1969)
 AN2144
 AN2144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2144'THE STATION SURFACE MARK AND REFERENCE MARK 1 WERE FOUND
 AN2144'DESTROYED.  THE UNDERGROUND STATION MARK AND REFERENCE MARK
 AN2144'2 WERE RECOVERED IN GOOD CONDITION.  A CAREFUL SEARCH WAS
 AN2144'MADE FOR THE AZIMUTH MARK USING THE 1952 BEARING AND MEASURED
 AN2144'DISTANCE FROM THE RAIL BUT MARK WAS NOT FOUND AND IS BELIEVED
 AN2144'LOST.  A SURFACE STATION MARK WAS SET DIRECTLY OVER SUB-SURFACE
 AN2144'MARK, A NEW REFERENCE MARK AND AZIMUTH MARK WERE SET AND A
 AN2144'DIRECTION MEASURED TO USC AND GS BM Z 45 1917.  A COMPLETE
 AN2144'DESCRIPTION FOLLOWS--
 AN2144'
 AN2144'THE STATION IS ABOUT 11 MILES SOUTHEAST OF SKIDMORE, 8 MILES
 AN2144'NORTHWEST OF SINTON ON THE SOUTHWEST RIGHT-OF-WAY OF U.S.
 AN2144'HIGHWAY 181 AT THE SAN PATRICIO-BEE COUNTY LINE.
 AN2144'
 AN2144'TO REACH THE STATION FROM THE COURTHOUSE IN SINTON, GO WEST
 AN2144'0.15 MILE TO JUNCTION OF U.S. HIGHWAYS 77 AND 181.  TURN
 AN2144'RIGHT, NORTHWEST, AND GO 7.5 MILES ALONG U.S. 181 TO COUNTY
 AN2144'LINE AND THE STATION ON THE LEFT.  CONTINUE AHEAD ON U.S.
 AN2144'181 FOR 0.2 MILE TO BM Z 45 ON THE RIGHT, CONTINUE AHEAD
 AN2144'ON HIGHWAY 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AN2144'
 AN2144'THE STATION MARK IS A STANDARD DISK, STAMPED PAT 1952 1969,
 AN2144'SET IN THE TOP OF A ROUND CONCRETE POST 20 INCHES IN DIAMETER
 AN2144'AND 2 INCHES BELOW THE SURFACE.  IT IS 576 FEET NORTHWEST
 AN2144'OF THE CENTER OF FROMME ROAD (THIS MEASUREMENT WAS MADE
 AN2144'FROM A POINT 48 FEET WEST OF THE JUNCTION OF FROMME ROAD
 AN2144'AND U.S. 181 AND PARALLEL TO U.S. 181), 48.0 FEET SOUTHWEST
 AN2144'OF THE CENTERLINE OF U.S. 181 AND 17.4 FEET NORTHEAST OF
 AN2144'COUNTY LINE POST.
 AN2144'
 AN2144'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED PAT NO 2
 AN2144'1952, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 AN2144'DIAMETER AND PROJECTING 1 INCH.  IT IS AT THE NORTHEAST
 AN2144'EDGE OF FIELD, 179 FEET NORTHWEST OF COUNTY LINE POST, 68
 AN2144'FEET SOUTHWEST OF THE CENTER OF U.S. 181 AND 2 FEET NORTH
 AN2144'OF POWER POLE.
 AN2144'
 AN2144'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED PAT 1952
 AN2144'NO 3 1969, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 AN2144'THAT PROJECTS 2 INCHES.  IT IS ON NORTHEAST EDGE OF HIGHWAY
 AN2144'RIGHT-OF-WAY, 44 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY,
 AN2144'38.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD TRACKS
 AN2144'AND 1.5 FEET NORTHWEST OF WITNESS POST WITH SIGN.
 AN2144'
 AN2144'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PAT 1952 1969,
 AN2144'SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST PROJECTING
 AN2144'2 INCHES.  IT IS ON THE NORTHEAST EDGE OF THE HIGHWAY RIGHT-OF-WAY
 AN2144'AND THE SOUTHWEST EDGE OF THE RAILROAD RIGHT-OF-WAY, 42
 AN2144'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 39.5 FEET SOUTHWEST
 AN2144'OF THE SOUTHWEST RAIL OF RAILROAD TRACKS, 2.5 FEET SOUTHEAST
 AN2144'OF 4 INCH ROUND WOOD POST 4 FEET HIGH AND PAINTED SILVER
 AN2144'WITH NUMBERS 42 AND 1.5 FEET NORTH OF WITNESS POST WITH
 AN2144'SIGN.
 AN2144'
 AN2144'BENCH MARK Z 45 IS A STANDARD USC AND GS BENCH MARK DISK,
 AN2144'STAMPED Z 45 1917 ELEV. 91.12 FT., SET IN THE TOP OF A SIX
 AN2144'INCH ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS ON
 AN2144'SOUTHWEST EDGE OF RAILROAD RIGHT-OF-WAY, 45 FEET NORTHEAST
 AN2144'OF CENTER OF HIGHWAY, 36.8 FEET SOUTHWEST OF SOUTHWEST RAIL
 AN2144'OF TRACKS, 103 FEET WEST OF 2ND TELEGRAPH POLE NORTHWEST
 AN2144'OF RAILROAD MILE POST 115 AND 1.5 FEET FROM 4 BY 4 INCH
 AN2144'WOOD WITNESS POST.
 AN2144'
 AN2144'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AN2144'
 AN2144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 AN2144'NORTHWEST OF SINTON
 AN2144
 AN2144                          STATION RECOVERY (1974)
 AN2144
 AN2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AN2144'THE STATION MARK, REFERENCE MARKS NO. 2 AND NO. 3, AZIMUTH
 AN2144'MARK 1952 1969, AND BENCH MARK Z45 1917 WERE RECOVERED IN
 AN2144'GOOD CONDITION AS DESCRIBED.
 AN2144'
 AN2144'THREE (3) METAL WITNESS POSTS WERE SET AS FOLLOWS--
 AN2144'
 AN2144'1-FOOT NORTHWEST OF AZIMUTH MARK 1952 1969.
 AN2144'
 AN2144'1-FOOT NORTHWEST OF BENCH MARK Z45 1917.
 AN2144'
 AN2144'7-FEET NORTHEAST OF REFERENCE MARK NO. 2, BESIDE THE GUYWIRE
 AN2144'FOR A POWER POLE.
 AN2144'
 AN2144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 AN2144'MILES NORTHWEST OF SINTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0733 ***********************************************************************
 CU0733  DESIGNATION -  PAT RM 1
 CU0733  PID         -  CU0733
 CU0733  STATE/COUNTY-  TX/NOLAN
 CU0733  USGS QUAD   -  CHALK PEAK (1984)
 CU0733
 CU0733                         *CURRENT SURVEY CONTROL
 CU0733  ___________________________________________________________________
 CU0733* NAD 83(1986)-  32 29 19.     (N)    100 10 55.     (W)     SCALED    
 CU0733* NAVD 88     -       605.230  (meters)    1985.66   (feet)  ADJUSTED  
 CU0733  ___________________________________________________________________
 CU0733  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CU0733  DYNAMIC HT  -         604.436 (meters)    1983.05  (feet)  COMP
 CU0733  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 CU0733
 CU0733  VERT ORDER  -  FIRST     CLASS II
 CU0733
 CU0733.The horizontal coordinates were scaled from a topographic map and have
 CU0733.an estimated accuracy of +/- 6 seconds.
 CU0733
 CU0733.The orthometric height was determined by differential leveling
 CU0733.and adjusted by the National Geodetic Survey in June 1991..
 CU0733
 CU0733.The geoid height was determined by GEOID03.
 CU0733
 CU0733.The dynamic height is computed by dividing the NAVD 88
 CU0733.geopotential number by the normal gravity value computed on the
 CU0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0733.degrees latitude (g = 980.6199 gals.).
 CU0733
 CU0733.The modeled gravity was interpolated from observed gravity values.
 CU0733
 CU0733;                    North         East    Units  Estimated Accuracy
 CU0733;SPC TXNC     - 2,092,410.      441,940.      MT  (+/- 180 meters Scaled)
 CU0733
 CU0733                          SUPERSEDED SURVEY CONTROL
 CU0733
 CU0733.No superseded survey control is available for this station.
 CU0733
 CU0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA889952(NAD 83)
 CU0733_MARKER: DR = REFERENCE MARK DISK
 CU0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0733_SP_SET: CONCRETE POST
 CU0733_STAMPING: PAT NO 1 1961
 CU0733_MARK LOGO: CGS   
 CU0733_PROJECTION: RECESSED 5 CENTIMETERS
 CU0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0733+STABILITY: SURFACE MOTION
 CU0733
 CU0733  HISTORY     - Date     Condition        Report By
 CU0733  HISTORY     - 1961     MONUMENTED       CGS
 CU0733  HISTORY     - 1982     GOOD             NGS
 CU0733
 CU0733                          STATION DESCRIPTION
 CU0733
 CU0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0733'22.0 KM (13.7 MI) EAST FROM SWEETWATER.
 CU0733'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0733'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0733'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0733'17.6 KM (10.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.1 KM (0.05
 CU0733'MI) WEST OF THE CROSSING OF WHITE FLAT ROAD, 38.4 METERS (126.0 FT)
 CU0733'NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CU0733'HIGHWAY, 22.5 METERS (73.8 FT) SOUTHEAST OF REFERENCE MARK 2, 19.5
 CU0733'METERS (64.0 FT) NORTHEAST OF THE STATION MARK, 19.2 METERS (63.0 FT)
 CU0733'SOUTH OF THE SOUTHEAST CORNER OF A SMALL GREENHOUSE, 14.5 METERS (47.6
 CU0733'FT) NORTH-NORTHEAST OF THE CENTER OF A FRONTAGE ROAD AND 11.4 METERS
 CU0733'(37.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE STORM
 CU0733'CELLAR.
 CU0733'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0734 ***********************************************************************
 CU0734  DESIGNATION -  PAT RM 2
 CU0734  PID         -  CU0734
 CU0734  STATE/COUNTY-  TX/NOLAN
 CU0734  USGS QUAD   -  CHALK PEAK (1984)
 CU0734
 CU0734                         *CURRENT SURVEY CONTROL
 CU0734  ___________________________________________________________________
 CU0734* NAD 83(1986)-  32 29 20.     (N)    100 10 55.     (W)     SCALED    
 CU0734* NAVD 88     -       605.508  (meters)    1986.57   (feet)  ADJUSTED  
 CU0734  ___________________________________________________________________
 CU0734  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CU0734  DYNAMIC HT  -         604.714 (meters)    1983.97  (feet)  COMP
 CU0734  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 CU0734
 CU0734  VERT ORDER  -  FIRST     CLASS II
 CU0734
 CU0734.The horizontal coordinates were scaled from a topographic map and have
 CU0734.an estimated accuracy of +/- 6 seconds.
 CU0734
 CU0734.The orthometric height was determined by differential leveling
 CU0734.and adjusted by the National Geodetic Survey in June 1991..
 CU0734
 CU0734.The geoid height was determined by GEOID03.
 CU0734
 CU0734.The dynamic height is computed by dividing the NAVD 88
 CU0734.geopotential number by the normal gravity value computed on the
 CU0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0734.degrees latitude (g = 980.6199 gals.).
 CU0734
 CU0734.The modeled gravity was interpolated from observed gravity values.
 CU0734
 CU0734;                    North         East    Units  Estimated Accuracy
 CU0734;SPC TXNC     - 2,092,440.      441,940.      MT  (+/- 180 meters Scaled)
 CU0734
 CU0734                          SUPERSEDED SURVEY CONTROL
 CU0734
 CU0734.No superseded survey control is available for this station.
 CU0734
 CU0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA889952(NAD 83)
 CU0734_MARKER: DR = REFERENCE MARK DISK
 CU0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0734_SP_SET: CONCRETE POST
 CU0734_STAMPING: PAT NO 2 1961
 CU0734_MARK LOGO: CGS   
 CU0734_PROJECTION: PROJECTING 5 CENTIMETERS
 CU0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0734+STABILITY: SURFACE MOTION
 CU0734
 CU0734  HISTORY     - Date     Condition        Report By
 CU0734  HISTORY     - 1961     MONUMENTED       CGS
 CU0734  HISTORY     - 1982     GOOD             NGS
 CU0734
 CU0734                          STATION DESCRIPTION
 CU0734
 CU0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0734'22.0 KM (13.7 MI) EAST FROM SWEETWATER.
 CU0734'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0734'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0734'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0734'17.6 KM (10.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.1 KM (0.05
 CU0734'MI) WEST OF THE CROSSING OF WHITE FLAT ROAD, 41.1 METERS (134.8 FT)
 CU0734'NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CU0734'HIGHWAY, 26.4 METERS (86.6 FT) NORTH-NORTHEAST OF THE CENTER OF A
 CU0734'FRONTAGE ROAD, 22.5 METERS (73.8 FT) NORTHWEST OF REFERENCE MARK 1,
 CU0734'17.4 METERS (57.1 FT) NORTH OF THE STATION MARK, 12.2 METERS (40.0 FT)
 CU0734'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL GREENHOUSE, 7.0 METERS
 CU0734'(23.0 FT) WEST OF THE NORTHWEST CORNER OF A CONCRETE STORM CELLAR AND
 CU0734'0.6 METER (2.0 FT) EAST-NORTHEAST OF A FENCE.
 CU0734'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1894 ***********************************************************************
 AN1894  DESIGNATION -  PAT RM 2
 AN1894  PID         -  AN1894
 AN1894  STATE/COUNTY-  TX/BEE
 AN1894  USGS QUAD   -  PAPALOTE (1979)
 AN1894
 AN1894                         *CURRENT SURVEY CONTROL
 AN1894  ___________________________________________________________________
 AN1894* NAD 83(1986)-  28 07 53.     (N)    097 34 33.     (W)     SCALED    
 AN1894* NAVD 88     -        27.891  (meters)      91.51   (feet)  POSTED    
 AN1894  ___________________________________________________________________
 AN1894  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1894  DYNAMIC HT  -          27.850 (meters)      91.37  (feet)  COMP
 AN1894  MODELED GRAV-     979,136.6   (mgal)                       NAVD 88
 AN1894
 AN1894  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AN1894
 AN1894.The horizontal coordinates were scaled from a topographic map and have
 AN1894.an estimated accuracy of +/- 6 seconds.
 AN1894
 AN1894.The orthometric height was determined by differential leveling
 AN1894.and adjusted by the National Geodetic Survey in 1992..
 AN1894.No vertical observational check was made to the station.
 AN1894.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AN1894.was located on a no-check spur therefore a value was not computed.
 AN1894
 AN1894.The geoid height was determined by GEOID03.
 AN1894
 AN1894.The dynamic height is computed by dividing the NAVD 88
 AN1894.geopotential number by the normal gravity value computed on the
 AN1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1894.degrees latitude (g = 980.6199 gals.).
 AN1894
 AN1894.The modeled gravity was interpolated from observed gravity values.
 AN1894
 AN1894;                    North         East    Units  Estimated Accuracy
 AN1894;SPC TXSC     - 4,033,890.      739,920.      MT  (+/- 180 meters Scaled)
 AN1894
 AN1894                          SUPERSEDED SURVEY CONTROL
 AN1894
 AN1894.No superseded survey control is available for this station.
 AN1894
 AN1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS398125(NAD 83)
 AN1894_MARKER: DR = REFERENCE MARK DISK
 AN1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1894_SP_SET: CONCRETE POST
 AN1894_STAMPING: PAT NO 2 1952
 AN1894_MARK LOGO: CGS   
 AN1894_PROJECTION: PROJECTING 12 CENTIMETERS
 AN1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1894+STABILITY: SURFACE MOTION
 AN1894
 AN1894  HISTORY     - Date     Condition        Report By
 AN1894  HISTORY     - 1952     MONUMENTED       CGS
 AN1894  HISTORY     - 1981     GOOD             NGS
 AN1894  HISTORY     - 19901004 GOOD             USPSQD
 AN1894
 AN1894                          STATION DESCRIPTION
 AN1894
 AN1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1894'12.1 KM (7.55 MI) NW FROM SINTON.
 AN1894'12.1 KM (7.55 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE POST
 AN1894'OFFICE IN SINTON, AT THE SAN PATRICIO-BEE COUNTY LINE, 20.4 METERS
 AN1894'(67.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 54.2 METERS
 AN1894'(178 FT) NORTHWEST OF THE COUNTY LINE POST, 0.5 METER (1.5 FT) NORTH
 AN1894'OF A POWERLINE POLE, 45.4 METERS (149 FT) SOUTHWEST OF THE SOUTHWEST
 AN1894'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 54.2 METERS (178 FT) NORTHWEST
 AN1894'OF PAT RM 3.
 AN1894'THE MARK IS 1.8 METERS  W FROM A WITNESS POST.
 AN1894'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1894
 AN1894                          STATION RECOVERY (1990)
 AN1894
 AN1894'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1895 ***********************************************************************
 AN1895  DESIGNATION -  PAT RM 3
 AN1895  PID         -  AN1895
 AN1895  STATE/COUNTY-  TX/BEE
 AN1895  USGS QUAD   -  PAPALOTE (1979)
 AN1895
 AN1895                         *CURRENT SURVEY CONTROL
 AN1895  ___________________________________________________________________
 AN1895* NAD 83(1986)-  28 07 53.     (N)    097 34 32.     (W)     SCALED    
 AN1895* NAVD 88     -        27.669  (meters)      90.78   (feet)  POSTED    
 AN1895  ___________________________________________________________________
 AN1895  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1895  DYNAMIC HT  -          27.630 (meters)      90.65  (feet)  COMP
 AN1895  MODELED GRAV-     979,136.6   (mgal)                       NAVD 88
 AN1895
 AN1895  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AN1895
 AN1895.The horizontal coordinates were scaled from a topographic map and have
 AN1895.an estimated accuracy of +/- 6 seconds.
 AN1895
 AN1895.The orthometric height was determined by differential leveling
 AN1895.and adjusted by the National Geodetic Survey in 1992..
 AN1895.No vertical observational check was made to the station.
 AN1895.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AN1895.was located on a no-check spur therefore a value was not computed.
 AN1895
 AN1895.The geoid height was determined by GEOID03.
 AN1895
 AN1895.The dynamic height is computed by dividing the NAVD 88
 AN1895.geopotential number by the normal gravity value computed on the
 AN1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1895.degrees latitude (g = 980.6199 gals.).
 AN1895
 AN1895.The modeled gravity was interpolated from observed gravity values.
 AN1895
 AN1895;                    North         East    Units  Estimated Accuracy
 AN1895;SPC TXSC     - 4,033,890.      739,950.      MT  (+/- 180 meters Scaled)
 AN1895
 AN1895                          SUPERSEDED SURVEY CONTROL
 AN1895
 AN1895.No superseded survey control is available for this station.
 AN1895
 AN1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS398125(NAD 83)
 AN1895_MARKER: DR = REFERENCE MARK DISK
 AN1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1895_SP_SET: CONCRETE POST
 AN1895_STAMPING: PAT 1952 NO 3 1969
 AN1895_MARK LOGO: CGS   
 AN1895_PROJECTION: FLUSH
 AN1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1895+STABILITY: SURFACE MOTION
 AN1895
 AN1895  HISTORY     - Date     Condition        Report By
 AN1895  HISTORY     - 1969     MONUMENTED       CGS
 AN1895  HISTORY     - 1981     GOOD             NGS
 AN1895  HISTORY     - 19901004 GOOD             USPSQD
 AN1895
 AN1895                          STATION DESCRIPTION
 AN1895
 AN1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1895'12.1 KM (7.55 MI) NW FROM SINTON.
 AN1895'12.1 KM (7.55 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE POST
 AN1895'OFFICE IN SINTON, AT THE SAN PATRICIO-BEE COUNTY LINE, 13.1 METERS
 AN1895'(43.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.8 METERS
 AN1895'(38.7 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC
 AN1895'RAILROAD, 33.5 METERS (110 FT) NORTHEAST OF THE COUNTY LINE POST,
 AN1895'54.2 METERS (178 FT) SOUTHEAST OF PAT RM 2.
 AN1895'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 AN1895'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 AN1895
 AN1895                          STATION RECOVERY (1990)
 AN1895
 AN1895'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1297 ***********************************************************************
 AH1297  DESIGNATION -  PATOS WINDMILL
 AH1297  PID         -  AH1297
 AH1297  STATE/COUNTY-  TX/KLEBERG
 AH1297  USGS QUAD   -  PITA ISLAND (1975)
 AH1297
 AH1297                         *CURRENT SURVEY CONTROL
 AH1297  ___________________________________________________________________
 AH1297* NAD 83(1993)-  27 31 34.29334(N)    097 22 08.36532(W)     ADJUSTED  
 AH1297* NAVD 88     -                                                        
 AH1297  ___________________________________________________________________
 AH1297  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AH1297  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AH1297
 AH1297  HORZ ORDER  -  THIRD
 AH1297
 AH1297.The horizontal coordinates were established by classical geodetic methods
 AH1297.and adjusted by the National Geodetic Survey in February 1996..
 AH1297
 AH1297
 AH1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1297
 AH1297.The geoid height was determined by GEOID03.
 AH1297
 AH1297;                    North         East     Units Scale Factor Converg.
 AH1297;SPC TX S     - 5,206,523.406   411,722.438   MT  0.99993664   +0 30 48.6
 AH1297;SPC TX S     -17,081,735.54  1,350,792.70   sFT  0.99993664   +0 30 48.6
 AH1297;UTM  14      - 3,045,777.819   661,073.482   MT  0.99992026   +0 45 14.2
 AH1297
 AH1297                          SUPERSEDED SURVEY CONTROL
 AH1297
 AH1297  NAD 83(1986)-  27 31 34.30545(N)    097 22 08.34070(W) AD(       ) 4
 AH1297  NAD 27      -  27 31 33.16700(N)    097 22 07.36600(W) AD(       ) 3
 AH1297
 AH1297.Superseded values are not recommended for survey control.
 AH1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1297.See file dsdata.txt to determine how the superseded data were derived.
 AH1297
 AH1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6107345778(NAD 83)
 AH1297_MARKER: 66 = WINDMILL
 AH1297
 AH1297  HISTORY     - Date     Condition        Report By
 AH1297  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1297
 AH1297                          STATION DESCRIPTION
 AH1297
 AH1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1297'LOCATED ON THE LAURELES DIVISION OF THE KING RANCH ABOUT 13.5
 AH1297'MILES S OF THE NAVAL AIR STATION, CORPUS CHRISTI.
 AH1297'
 AH1297'TO REACH FROM THE S GATE OF THE NAVAL AIR STATION, PROCEED
 AH1297'0.6 MILES SW ON THE S.H. 358 TO WALDRON FIELD ROAD, SW 4.4
 AH1297'MILES TO THE N GATE OF THE KING RANCH, S 8.6 MILES TO THE MAIN
 AH1297'ROAD TO A TRAIL TO THE W., W 0.3 MILE TO A Y-ROAD (PASSING
 AH1297'YERBA ANIS WINDMILL), TAKE RIGHT FORK 1.5 MILES NW TO STATION
 AH1297'SITE.
 AH1297'
 AH1297'STATION IS A STEEL TOWER 30 FEET HIGH, SETTING ATOP A SMALL
 AH1297'KNOLL AND IS 20 FEET S OF A CEMENT WATER TANK.
 AH1297'
 AH1297'THE NAME PATOS MEANS DUCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6305 ***********************************************************************
 AW6305  DESIGNATION -  PATRICK
 AW6305  PID         -  AW6305
 AW6305  STATE/COUNTY-  TX/HARRIS
 AW6305  USGS QUAD   -  LA PORTE (1982)
 AW6305
 AW6305                         *CURRENT SURVEY CONTROL
 AW6305  ___________________________________________________________________
 AW6305* NAD 83(1993)-  29 44 10.81561(N)    095 07 03.42730(W)     ADJUSTED  
 AW6305* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6305  ___________________________________________________________________
 AW6305  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6305  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6305
 AW6305  HORZ ORDER  -  THIRD
 AW6305
 AW6305.The horizontal coordinates were established by classical geodetic methods
 AW6305.and adjusted by the National Geodetic Survey in February 1996..
 AW6305
 AW6305.The orthometric height was scaled from a topographic map.
 AW6305
 AW6305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6305
 AW6305.The geoid height was determined by GEOID03.
 AW6305
 AW6305;                    North         East     Units Scale Factor Converg.
 AW6305;SPC TXSC     - 4,217,137.477   975,471.648   MT  0.99988770   +1 54 07.3
 AW6305;SPC TXSC     -13,835,725.21  3,200,359.90   sFT  0.99988770   +1 54 07.3
 AW6305;UTM  15      - 3,291,447.785   295,198.982   MT  1.00011754   -1 03 02.6
 AW6305
 AW6305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6305!SPC TXSC     -   1.00000411  x   0.99988770  =   0.99989181
 AW6305!UTM  15      -   1.00000411  x   1.00011754  =   1.00012165
 AW6305
 AW6305:                Primary Azimuth Mark                     Grid Az
 AW6305:SPC TXSC     -  SAN JACINTO BATTLEFIELD MON              065 19 48.8
 AW6305:UTM  15      -  SAN JACINTO BATTLEFIELD MON              068 16 58.7
 AW6305
 AW6305|---------------------------------------------------------------------|
 AW6305| PID    Reference Object                     Distance      Geod. Az  |
 AW6305|                                                           dddmmss.s |
 AW6305| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 3.9 KM 0671356.1 |
 AW6305| CV6648 PATRICK RM 2                                       20945     |
 AW6305| AW6312 HOUSTON SHIP CHAN LT 71 1955        APPROX. 0.6 KM 2354507.6 |
 AW6305| AW6477 HOUSTON SHIP CHAN LT 73 1955        APPROX. 1.1 KM 2443725.2 |
 AW6305| CV6647 PATRICK RM 1                                       29657     |
 AW6305| AW6306 HOUSTON SHIP CHAN LT 70 1955        325.149 METERS 35442     |
 AW6305|---------------------------------------------------------------------|
 AW6305
 AW6305                          SUPERSEDED SURVEY CONTROL
 AW6305
 AW6305  NAD 83(1986)-  29 44 10.83080(N)    095 07 03.40840(W) AD(       ) 3
 AW6305  NAD 27      -  29 44 10.01192(N)    095 07 02.65466(W) AD(       ) 3
 AW6305
 AW6305.Superseded values are not recommended for survey control.
 AW6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6305.See file dsdata.txt to determine how the superseded data were derived.
 AW6305
 AW6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9519991448(NAD 83)
 AW6305_MARKER: DD = SURVEY DISK
 AW6305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6305
 AW6305  HISTORY     - Date     Condition        Report By
 AW6305  HISTORY     - 1931     MONUMENTED       CGS
 AW6305  HISTORY     - 1934     GOOD             TXGS
 AW6305  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AW6305  HISTORY     - 1955     GOOD             CGS
 AW6305
 AW6305                          STATION DESCRIPTION
 AW6305
 AW6305'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6305'STATION IS LOCATED ABOUT 1/2 MILE W OF MOUTH OF PATRICK
 AW6305'BAYOU AND SO SITUATED THAT TWO TWIN CONCRETE STACKS AT SHELL
 AW6305'OIL REFINERY CAN JUST BE SEEN OVER THE TREE TOPS TO THE SW.
 AW6305'IT IS 109 METERS SE FROM BUFFALO BAYOU AND ON ONE OF THE
 AW6305'HIGHEST DREDGE DUMPS IN THIS VICINITY, ABOUT 20 FEET IN
 AW6305'ELEVATION.  ABOUT 190 METERS TO THE S IS A HEAVY WOOD AND 156
 AW6305'METERS TO THE E IS A PORTION OF PATRICK BAYOU RUNNING N
 AW6305'AND S.
 AW6305'
 AW6305'SURFACE AND REFERENCE MARK 2 ARE BRONZE DISKS SET IN THE TOPS
 AW6305'OF CONCRETE POSTS.  REFERENCE MARK 1 IS A 1/2-INCH BRASS
 AW6305'ROD SET IN TOP OF A 6-INCH CONCRETE CYLINDER PROJECTING
 AW6305'ABOUT 3 INCHES ABOVE THE GROUND AND STAMPED NO 1.
 AW6305
 AW6305                          STATION RECOVERY (1934)
 AW6305
 AW6305'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6305'STATION RECOVERED WITH THE EXCEPTION OF ONE (REFERENCE)
 AW6305'DISK AND AS DESCRIBED.
 AW6305
 AW6305                          STATION RECOVERY (1952)
 AW6305
 AW6305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6305'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW6305'REVISED DESCRIPTION FOLLOWS--
 AW6305'
 AW6305'STATION IS LOCATED APPROXIMATELY 7 MILES NE OF PASADENA.
 AW6305'TO REACH FROM THE INTERSECTION OF TATAR STREET AND STATE
 AW6305'HIGHWAY 225 IN PASADENA, GO E ON HIGHWAY 225 FOR 5.0 MILES
 AW6305'TO A BLACKTOP ROAD, TURN LEFT (N) AND PROCEED 1.3 MILES TO
 AW6305'DIAMOND ALKALI CORP., CONTINUE N ON SHELL ROAD 0.6 MILE
 AW6305'TO THE HOUSTON SHIP CHANNEL.  WALK SW APPROXIMATELY 600
 AW6305'FEET CROSSING SMALL LEVEE TO THE STATION.
 AW6305'
 AW6305'STATION IS 260 FEET SE OF THE BANK OF THE SHIP CHANNEL, 60
 AW6305'FEET NE OF THE HEAD OF A SMALL DRAW, 250 FEET W OF THE LEVEE,
 AW6305'AND 3 FEET SE OF A WITNESS POST.
 AW6305'
 AW6305'STATION MARK IS A STANDARD DISK, STAMPED PATRICK 1931, AND
 AW6305'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING
 AW6305'0.5 FOOT.
 AW6305'
 AW6305'REFERENCE MARK 1 IS 47.5 FEET NW OF THE STATION AND IS A
 AW6305'BOLT IN A STOVEPIPE FILLED WITH CEMENT.  THE MONUMENT PROJECTS
 AW6305'0.6 FOOT.
 AW6305'
 AW6305'REFERENCE MARK 2 IS W OF THE STATION.  IT IS A STANDARD DISK,
 AW6305'STAMPED NO 2 1931, AND SET IN THE TOP OF A ROUND CONCRETE
 AW6305'MONUMENT PROJECTING 1 FOOT.
 AW6305'
 AW6305'THE FOLLOWING DISTANCES AND DIRECTIONS WERE OBSERVED--
 AW6305
 AW6305                          STATION RECOVERY (1955)
 AW6305
 AW6305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6305'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6305'THE 1952 RECOVERY NOTE BY P.L.B. IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0845 ***********************************************************************
 GK0845  DESIGNATION -  PATS
 GK0845  PID         -  GK0845
 GK0845  STATE/COUNTY-  TX/ROBERTS
 GK0845  USGS QUAD   -  SPEARMAN SE (1973)
 GK0845
 GK0845                         *CURRENT SURVEY CONTROL
 GK0845  ___________________________________________________________________
 GK0845* NAD 83(1993)-  36 03 15.60750(N)    101 02 13.47992(W)     ADJUSTED  
 GK0845* NAVD 88     -       946.     (meters)    3104.     (feet)  SCALED    
 GK0845  ___________________________________________________________________
 GK0845  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 GK0845  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GK0845
 GK0845  HORZ ORDER  -  FIRST
 GK0845
 GK0845.The horizontal coordinates were established by classical geodetic methods
 GK0845.and adjusted by the National Geodetic Survey in February 1996..
 GK0845
 GK0845.The orthometric height was scaled from a topographic map.
 GK0845
 GK0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0845
 GK0845.The geoid height was determined by GEOID03.
 GK0845
 GK0845;                    North         East     Units Scale Factor Converg.
 GK0845;SPC TX N     - 1,228,004.956   241,708.825   MT  0.99997246   +0 16 05.8
 GK0845;SPC TX N     - 4,028,879.59    793,006.37   sFT  0.99997246   +0 16 05.8
 GK0845;UTM  14      - 3,991,895.253   316,517.070   MT  1.00001484   -1 11 57.3
 GK0845
 GK0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0845!SPC TX N     -   0.99985576  x   0.99997246  =   0.99982823
 GK0845!UTM  14      -   0.99985576  x   1.00001484  =   0.99987060
 GK0845
 GK0845:                Primary Azimuth Mark                     Grid Az
 GK0845:SPC TX N     -  PATS AZ MK                               000 49 20.1
 GK0845:UTM  14      -  PATS AZ MK                               002 17 23.2
 GK0845
 GK0845|---------------------------------------------------------------------|
 GK0845| PID    Reference Object                     Distance      Geod. Az  |
 GK0845|                                                           dddmmss.s |
 GK0845| CM9683 PATS AZ MK                                         0010525.9 |
 GK0845| CM9684 PATS RM 1                            26.219 METERS 09014     |
 GK0845| CM9685 PATS RM 2                            17.126 METERS 20458     |
 GK0845|---------------------------------------------------------------------|
 GK0845
 GK0845                          SUPERSEDED SURVEY CONTROL
 GK0845
 GK0845  NAD 83(1993)-  36 03 15.60772(N)    101 02 13.48008(W) AD(       ) 1
 GK0845  NAD 83(1986)-  36 03 15.61471(N)    101 02 13.46740(W) AD(       ) 1
 GK0845  NAD 27      -  36 03 15.48400(N)    101 02 11.91500(W) AD(       ) 1
 GK0845
 GK0845.Superseded values are not recommended for survey control.
 GK0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0845.See file dsdata.txt to determine how the superseded data were derived.
 GK0845
 GK0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1651791895(NAD 83)
 GK0845_MARKER: DS = TRIANGULATION STATION DISK
 GK0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0845
 GK0845  HISTORY     - Date     Condition        Report By
 GK0845  HISTORY     - 1952     MONUMENTED       CGS
 GK0845
 GK0845                          STATION DESCRIPTION
 GK0845
 GK0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK0845'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF BULER.
 GK0845'12 MILES SOUTHEAST OF SPEARMAN.  8.5 MILES NORTH OF THE CANADIAN
 GK0845'RIVER.  2.5 MILES EAST OF THE CORNER OF HANSFORD, HUTCHINSON,
 GK0845'OCHILTREE AND ROBERTS COUNTIES.  30 YARDS NORTHEAST OF THE
 GK0845'HEAD OF A DRAW AND 14 YARDS SOUTHWEST OF THE CATTLE GUARD
 GK0845'AT THE ENTRANCE TO WILMETH BROTHERS RANCH.
 GK0845'
 GK0845'TO REACH THE STATION FROM THE COURTHOUSE IN STINNETT.  GO
 GK0845'NORTHEAST ON STATE ROUTE 117 FOR 15.6 MILES TO THE JUNCTION
 GK0845'OF STATE ROUTE 117 AND FARM ROAD 279.  TURN RIGHT AND GO EAST
 GK0845'ON FARM ROAD 279 FOR 8.6 MILES TO FARM ROAD 760.  TURN LEFT AND
 GK0845'GO NORTH ON FARM ROAD 760 FOR 4.2 MILES TO A DIRT CROSSROAD
 GK0845'WHICH IS 0.5 MILE EAST AND 8 MILES SOUTH OF SPEARMAN.  TURN
 GK0845'RIGHT AND GO EAST ON THE GRADED DIRT ROAD FOR 4.6 MILES TO A
 GK0845'POINT WHERE THE ROAD CURVES AROUND THE NORTH END OF A SMALL,
 GK0845'DRY LAKE.  CONTINUE EAST ON THE GRADED DIRT ROAD FOR 1.3
 GK0845'MILES TO THE BARNARD MAIL BOX ON THE RIGHT AND THE J.M.
 GK0845'BLODGETT MAIL BOX AND RANCH BUILDINGS ON THE LEFT.  CONTINUE
 GK0845'EAST ON THE GRADED DIRT ROAD FOR 2.0 MILES TO A CROSSROAD.
 GK0845'TURN RIGHT AND GO SOUTH FOR 1.6 MILES TO A WINDMILL
 GK0845'AND CORRAL ON THE RIGHT AND THE AZIMUTH MARK ON THE
 GK0845'LEFT.  CONTINUE SOUTH FOR 0.35 MILE TO A HIGH ARCH OVER
 GK0845'A CATTLE GUARD AND THE STATION ON THE RIGHT, 7 YARDS
 GK0845'SOUTH OF AN EAST-WEST FENCE LINE.
 GK0845'
 GK0845'THE STATION MARK, STAMPED PATS 1952, IS A BRONZE DISK SET IN
 GK0845'A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 GK0845'14 YARDS SOUTHWEST OF THE CENTER OF A CATTLE GUARD AND 7
 GK0845'YARDS SOUTH OF A WITNESS POST.  THE UNDERGROUND MARK IS A
 GK0845'REFERENCE MARK DISK STAMPED PATS 1952.
 GK0845'
 GK0845'REFERENCE MARK NO. 1, STAMPED PATS NO 1 1952, IS A BRONZE
 GK0845'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 GK0845'IT IS 7 YARDS SOUTH OF A FENCE LINE AND 11 YARDS EAST OF THE
 GK0845'CENTER OF THE ROAD.
 GK0845'
 GK0845'REFERENCE MARK NO. 2, STAMPED PATS NO 2 1952, IS A BRONZE DISK
 GK0845'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 GK0845'23 YARDS WEST OF THE CENTER OF A ROAD AND 20 YARDS SOUTH
 GK0845'OF A FENCE LINE.
 GK0845'
 GK0845'THE AZIMUTH MARK, STAMPED PATS 1952, IS A BRONZE DISK SET IN
 GK0845'A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 30
 GK0845'YARDS EAST-SOUTHEAST OF A LOADING CHUTE.  15 YARDS EAST OF
 GK0845'A GATE POST.  8 YARDS EAST OF THE CENTER OF A ROAD.  4 FEET
 GK0845'SOUTH OF A WHITE WITNESS POST.  AND 1 FOOT WEST OF A FENCE LINE.
 GK0845'
 GK0845'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6985 ***********************************************************************
 AE6985  DESIGNATION -  PATT A
 AE6985  PID         -  AE6985
 AE6985  STATE/COUNTY-  TX/ANDERSON
 AE6985  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 AE6985
 AE6985                         *CURRENT SURVEY CONTROL
 AE6985  ___________________________________________________________________
 AE6985* NAD 83(1993)-  31 46 46.91645(N)    095 43 13.30249(W)     ADJUSTED  
 AE6985* NAVD 88     -       112.795  (meters)     370.06   (feet)  ADJUSTED  
 AE6985  ___________________________________________________________________
 AE6985  X           -    -540,931.039 (meters)                     COMP
 AE6985  Y           -  -5,400,011.390 (meters)                     COMP
 AE6985  Z           -   3,339,736.057 (meters)                     COMP
 AE6985  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AE6985  ELLIP HEIGHT-          86.62  (meters)          (10/23/00) GPS OBS
 AE6985  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AE6985  DYNAMIC HT  -         112.658 (meters)     369.61  (feet)  COMP
 AE6985  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 AE6985
 AE6985  HORZ ORDER  -  B
 AE6985  VERT ORDER  -  FIRST     CLASS II
 AE6985  ELLP ORDER  -  FOURTH    CLASS II
 AE6985
 AE6985.This is a reference station for the PALESTINE
 AE6985.National Continuously Operating Reference Station (PATT).
 AE6985
 AE6985.The horizontal coordinates were established by GPS observations
 AE6985.and adjusted by the National Geodetic Survey in June 1998..
 AE6985
 AE6985.The orthometric height was determined by differential leveling
 AE6985.and adjusted by the National Geodetic Survey in July 2002..
 AE6985
 AE6985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6985
 AE6985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6985
 AE6985.The ellipsoidal height was determined by GPS observations
 AE6985.and is referenced to NAD 83.
 AE6985
 AE6985.The geoid height was determined by GEOID03.
 AE6985
 AE6985.The dynamic height is computed by dividing the NAVD 88
 AE6985.geopotential number by the normal gravity value computed on the
 AE6985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6985.degrees latitude (g = 980.6199 gals.).
 AE6985
 AE6985.The modeled gravity was interpolated from observed gravity values.
 AE6985
 AE6985;                    North         East     Units Scale Factor Converg.
 AE6985;SPC TX C     - 3,243,306.957 1,136,796.520   MT  0.99997380   +2 22 33.4
 AE6985;SPC TX C     -10,640,749.57  3,729,639.92   sFT  0.99997380   +2 22 33.4
 AE6985;UTM  15      - 3,519,239.685   242,391.393   MT  1.00041854   -1 26 00.5
 AE6985
 AE6985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6985!SPC TX C     -   0.99998640  x   0.99997380  =   0.99996020
 AE6985!UTM  15      -   0.99998640  x   1.00041854  =   1.00040493
 AE6985
 AE6985                          SUPERSEDED SURVEY CONTROL
 AE6985
 AE6985  ELLIP H (06/16/98)   86.65   (m)                       GP(       ) 3 2
 AE6985  NAVD 88 (06/16/98)  112.80   (m)          370.1    (f) LEVELING    3  
 AE6985
 AE6985.Superseded values are not recommended for survey control.
 AE6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6985.See file dsdata.txt to determine how the superseded data were derived.
 AE6985
 AE6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4239119240(NAD 83)
 AE6985_MARKER: I = METAL ROD
 AE6985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6985_STAMPING: PATT A 1997
 AE6985_MARK LOGO: NGS   
 AE6985_PROJECTION: FLUSH
 AE6985_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6985+STABILITY: POSITION/ELEVATION WELL
 AE6985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6985+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1998
 AE6985_ROD/PIPE-DEPTH: 10.4 meters
 AE6985_SLEEVE-DEPTH  : 0.9 meters
 AE6985
 AE6985  HISTORY     - Date     Condition        Report By
 AE6985  HISTORY     - 1997     MONUMENTED       NGS
 AE6985  HISTORY     - 19980120 GOOD             NGS
 AE6985
 AE6985                          STATION DESCRIPTION
 AE6985
 AE6985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6985'7.7 KM (4.80 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 AE6985'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, THENCE 2.2 KM (1.35 MI)
 AE6985'SOUTHERLY ALONG STATE HIGHWAY 3224, THENCE 0.5 KM (0.30 MI) WESTERLY
 AE6985'ALONG THE ENTRANCE ROAD TO THE NATIONAL SCIENTIFIC BALLOON FACILITY,
 AE6985'11.9 M (39.0 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD, 10.1 M (33.1
 AE6985'FT) SOUTHWEST OF THE ROAD CENTER, 0.3 M (1.0 FT) NORTHEAST OF THE
 AE6985'NORTHWEST CORNER OF A CONCRETE PAD, 0.3 M (1.0 FT) SOUTHEAST OF A
 AE6985'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 AE6985'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE6985'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE
 AE6985'MARK IS ON PROPERTY OWNED BY THE NATIONAL SCIENTIFIC BALLOON FACILITY.
 AE6985'TO GAIN ACCESS, CONTACT DENNIS LADD, P.O.  BOX 319, PALESTINE, TX
 AE6985'75802-0319, TELEPHONE NUMBER (903) 729-0271 OR 723-8026.
 AE6985
 AE6985                          STATION RECOVERY (1998)
 AE6985
 AE6985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AE6985'THE STATION IS LOCATED 4.80 MI (7.72 KM) WESTERLY ALONG U.S.  HIGHWAY
 AE6985'287 FROM THE JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, TEXAS.  TO
 AE6985'REACH THE STATION FROM THE JUNCTION OF 287 AND 79 GO 1.35 MI (2.17 KM)
 AE6985'SOUTHERLY ALONG STATE HIGHWAY 3244, THENCE 0.30 MI (0.48 KM) WESTERLY
 AE6985'ALONG THE ENTRANCE ROAD TO THE NATIONAL SCIENTIFIC BALLOON FACILITY,
 AE6985'39.0 FT (11.9 M) NORTHWEST OF THE CENTER OF A PAVED ROAD, 33.1 FT
 AE6985'(10.1 M) SOUTHWEST OF THE CENTER OF THE ROAD, 1.0 FT (0.3 M) NORTHEAST
 AE6985'OF THE NORTHWEST CORNER OF A CONCRETE PAD, 1.0 FT (0.3 M) SOUTHEAST OF
 AE6985'A WITNESS POST, AND 1.0 FT (0.3 M) BELOW THE LEVEL OF THE ROAD.
 AE6985'NOTE--ACCESS TO THE DATUM POINT IS THRU A 5 INCH LOGO CAP.  THE SLEEVE
 AE6985'DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MARK
 AE6985'IS ON PROPERTY OWNED BY THE NATIONAL SCIENTIFIC BALLOON FACILITY,
 AE6985'CONTACT DENNIS LADD, P.O.  BOX 319, PALESTINE, TX 75802-0319,
 AE6985'TELEPHONE (903) 729-0271 OR 723-8026.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0876 ***********************************************************************
 CU0876  DESIGNATION -  PATTERSON
 CU0876  PID         -  CU0876
 CU0876  STATE/COUNTY-  TX/NOLAN
 CU0876  USGS QUAD   -  BERNECKER (1969)
 CU0876
 CU0876                         *CURRENT SURVEY CONTROL
 CU0876  ___________________________________________________________________
 CU0876* NAD 83(1993)-  32 30 25.16455(N)    100 32 48.27817(W)     ADJUSTED  
 CU0876* NAVD 88     -       726.755  (meters)    2384.36   (feet)  POSTED    
 CU0876  ___________________________________________________________________
 CU0876  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CU0876  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CU0876  DYNAMIC HT  -         725.780 (meters)    2381.16  (feet)  COMP
 CU0876  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 CU0876
 CU0876  HORZ ORDER  -  FIRST
 CU0876  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CU0876
 CU0876.The horizontal coordinates were established by classical geodetic methods
 CU0876.and adjusted by the National Geodetic Survey in February 1996..
 CU0876
 CU0876.The orthometric height was determined by differential leveling
 CU0876.and adjusted by the National Geodetic Survey in 1992..
 CU0876.No vertical observational check was made to the station.
 CU0876.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CU0876.was located on a no-check spur therefore a value was not computed.
 CU0876
 CU0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0876
 CU0876.The geoid height was determined by GEOID03.
 CU0876
 CU0876.The dynamic height is computed by dividing the NAVD 88
 CU0876.geopotential number by the normal gravity value computed on the
 CU0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0876.degrees latitude (g = 980.6199 gals.).
 CU0876
 CU0876.The modeled gravity was interpolated from observed gravity values.
 CU0876
 CU0876;                    North         East     Units Scale Factor Converg.
 CU0876;SPC TXNC     - 2,095,057.493   407,696.551   MT  0.99991749   -1 06 58.6
 CU0876;SPC TXNC     - 6,873,534.46  1,337,584.43   sFT  0.99991749   -1 06 58.6
 CU0876;UTM  14      - 3,597,688.086   354,703.886   MT  0.99986033   -0 49 52.9
 CU0876
 CU0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0876!SPC TXNC     -   0.99989016  x   0.99991749  =   0.99980766
 CU0876!UTM  14      -   0.99989016  x   0.99986033  =   0.99975051
 CU0876
 CU0876:                Primary Azimuth Mark                     Grid Az
 CU0876:SPC TXNC     -  ROSCOE COTTON GIN STACK                  172 12 31.8
 CU0876:UTM  14      -  ROSCOE COTTON GIN STACK                  171 55 26.1
 CU0876
 CU0876|---------------------------------------------------------------------|
 CU0876| PID    Reference Object                     Distance      Geod. Az  |
 CU0876|                                                           dddmmss.s |
 CU0876| CU0963 ROSCOE COTTON GIN STACK             APPROX. 6.6 KM 1710533.2 |
 CU0876| CU0964 ROSCOE SCHOOLHOUSE CUPOLA           APPROX. 7.6 KM 1760431.9 |
 CU0876| CX7914 PATTERSON RM                         23.684 METERS 17904     |
 CU0876|---------------------------------------------------------------------|
 CU0876
 CU0876                          SUPERSEDED SURVEY CONTROL
 CU0876
 CU0876  NAD 83(1986)-  32 30 25.16958(N)    100 32 48.26796(W) AD(       ) 1
 CU0876  NAD 27      -  32 30 24.75000(N)    100 32 46.88200(W) AD(       ) 1
 CU0876  NGVD 29 (07/19/86)  726.68   (m)         2384.1    (f) LEVELING    3  
 CU0876
 CU0876.Superseded values are not recommended for survey control.
 CU0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0876.See file dsdata.txt to determine how the superseded data were derived.
 CU0876
 CU0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5470497688(NAD 83)
 CU0876_MARKER: N = NAIL
 CU0876_SETTING: 0 = UNSPECIFIED SETTING
 CU0876
 CU0876  HISTORY     - Date     Condition        Report By
 CU0876  HISTORY     - 1909     MONUMENTED       CGS
 CU0876  HISTORY     - 1935     MARK NOT FOUND   CGS
 CU0876
 CU0876                          STATION DESCRIPTION
 CU0876
 CU0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CU0876'FOUR MILES DUE N OF ROSCOE, A TOWN ON THE TEXAS AND PACIFIC
 CU0876'RAILWAY, ON AN EXTENSIVE TABLELAND ON THE FARM OF A.A. PATTERSON,
 CU0876'WHO LIVES 3/4 OF A MILE N OF THE STATION.  IT IS 9.83 METERS
 CU0876'(32.3 FEET) N OF THE N EDGE OF THE MAIN E AND W ROAD, 700
 CU0876'METERS (2,297 FEET) E OF THE SW CORNER OF PATTERSONS PROPERTY
 CU0876'AND BETWEEN TWO OF HIS TENANT HOUSES.  SURFACE MARK IS LARGE
 CU0876'NAIL IN IRON PIPE SET IN CONCRETE.  UNDERGROUND MARK IS
 CU0876'SIMILAR TO SURFACE MARK.  REFERENCE MARK IS OF SAME GENERAL
 CU0876'TYPE AS STATION MARKS.  IT IS 5.80 METERS (19.0 FEET) S OF
 CU0876'THE FENCE ON THE S SIDE OF THE ROAD, AND 23.684 METERS
 CU0876'(77.70 FEET) FROM THE STATION.
 CU0876'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--E GABLE OF
 CU0876'TENANT HOUSE, ABOUT 300 METERS (984 FEET) S 80 DEG 17 MIN W.
 CU0876'PATTERSONS WINDMILL, ABOUT 1 MILE, N 28 DEG 31 MIN E.  SE
 CU0876'CORNER OF OTHER TENANT HOUSE, 67.80 METERS (222.4 FEET,
 CU0876'N 61 DEG 46 MIN E.  ROSCOE, SCHOOLHOUSE CUPOLA.
 CU0876'S 03 DEG 56 MIN E.
 CU0876
 CU0876                          STATION RECOVERY (1935)
 CU0876
 CU0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0876'STATION WAS FOUND TO HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1055 ***********************************************************************
 CU1055  DESIGNATION -  PATTERSON
 CU1055  PID         -  CU1055
 CU1055  STATE/COUNTY-  TX/SCURRY
 CU1055  USGS QUAD   -  IRA NE (1979)
 CU1055
 CU1055                         *CURRENT SURVEY CONTROL
 CU1055  ___________________________________________________________________
 CU1055* NAD 83(1993)-  32 43 09.00480(N)    101 05 47.31166(W)     ADJUSTED  
 CU1055* NAVD 88     -       759.     (meters)    2490.     (feet)  SCALED    
 CU1055  ___________________________________________________________________
 CU1055  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CU1055  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CU1055
 CU1055  HORZ ORDER  -  SECOND
 CU1055
 CU1055.The horizontal coordinates were established by classical geodetic methods
 CU1055.and adjusted by the National Geodetic Survey in February 1996..
 CU1055
 CU1055.The orthometric height was scaled from a topographic map.
 CU1055
 CU1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1055
 CU1055.The geoid height was determined by GEOID03.
 CU1055
 CU1055;                    North         East     Units Scale Factor Converg.
 CU1055;SPC TXNC     - 2,119,719.435   356,636.938   MT  0.99988935   -1 24 58.0
 CU1055;SPC TXNC     - 6,954,446.18  1,170,066.35   sFT  0.99988935   -1 24 58.0
 CU1055;UTM  14      - 3,622,098.097   303,519.551   MT  1.00007604   -1 08 00.8
 CU1055
 CU1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1055!SPC TXNC     -   0.99988491  x   0.99988935  =   0.99977427
 CU1055!UTM  14      -   0.99988491  x   1.00007604  =   0.99996094
 CU1055
 CU1055:                Primary Azimuth Mark                     Grid Az
 CU1055:SPC TXNC     -  FRANKLIN                                 031 35 26.3
 CU1055:UTM  14      -  FRANKLIN                                 031 18 29.1
 CU1055
 CU1055|---------------------------------------------------------------------|
 CU1055| PID    Reference Object                     Distance      Geod. Az  |
 CU1055|                                                           dddmmss.s |
 CU1055| CU1054 FRANKLIN                            APPROX. 1.4 KM 0301028.3 |
 CU1055| CH9263 PATTERSON RM 1                       38.206 METERS 15721     |
 CU1055| CH9264 PATTERSON RM 2                       35.570 METERS 20703     |
 CU1055|---------------------------------------------------------------------|
 CU1055
 CU1055                          SUPERSEDED SURVEY CONTROL
 CU1055
 CU1055  NAD 83(1986)-  32 43 09.01039(N)    101 05 47.30267(W) AD(       ) 2
 CU1055  NAD 27      -  32 43 08.62157(N)    101 05 45.85792(W) AD(       ) 2
 CU1055
 CU1055.Superseded values are not recommended for survey control.
 CU1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1055.See file dsdata.txt to determine how the superseded data were derived.
 CU1055
 CU1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0352022098(NAD 83)
 CU1055_MARKER: DD = SURVEY DISK
 CU1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1055
 CU1055  HISTORY     - Date     Condition        Report By
 CU1055  HISTORY     - 1949     MONUMENTED       USGS
 CU1055  HISTORY     - 1968     GOOD             USGS
 CU1055
 CU1055                          STATION DESCRIPTION
 CU1055
 CU1055'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 CU1055'SNYDER, 9.5 MI. W. OF COURTHOUSE, ON LAND OWNED AND OCCUPIED BY
 CU1055'MR. J. G. PATTERSON, TO REACH FROM COURTHOUSE AT SNYDER, GO W. ALONG
 CU1055'U.S. HIGHWAY 180 10.1 MI. TO T-RD. S. TO HOUSE, GO S. 0.5 MI. TO
 CU1055'HOUSE, CONTINUE ON THROUGH BARNYARD AND BEAR SW. 0.3 MI. TO TOP OF
 CU1055'HILL AND STATION.
 CU1055'
 CU1055'STATION MARK--STANDARD TABLET IN CONCRETE POST STAMPED ---PATTERSON
 CU1055'1949---, PROJECTING 2 IN. ABOVE GROUND.
 CU1055'
 CU1055'REFERENCE MARK NO. 1--STANDARD TABLET, 125.30 FT. SE. OF STATION, IN
 CU1055'CONCRETE POST, STAMPED ---PATTERSON NO. 1 1949---.
 CU1055'
 CU1055'REFERENCE MARK NO. 2--STANDARD TABLET, 116.52 FT. SW. OF STATION, IN
 CU1055'CONCRETE POST, STAMPED ---PATTERSON NO. 2 1949---.
 CU1055
 CU1055                          STATION RECOVERY (1968)
 CU1055
 CU1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (CAA)
 CU1055'THE STATION IS LOCATED 12 MILES SOUTH-SOUTHEAST OF FLUVANNA,
 CU1055'10 MILES NORTHWEST OF IRA, 10 MILES WEST OF SNYDER AND ON
 CU1055'PROPERTY OWNED BY MR. SMITH.
 CU1055'
 CU1055'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 180 AND 84
 CU1055'AT THE NORTHWEST CORNER OF THE SQUARE IN SNYDER, GO WEST ON
 CU1055'U.S. HIGHWAY 180 FOR 4.35 MILES TO THE JUNCTION OF FARM ROAD
 CU1055'1609, CONTINUE WEST ON U.S. HIGHWAY 180 FOR 3.0 MILES TO THE
 CU1055'JUNCTION OF FARM ROAD 1606, CONTINUE WEST ON U.S. HIGHWAY
 CU1055'180 FOR 2.5 MILES TO A SIDE ROAD LEFT LEADING TO A FARM HOUSE,
 CU1055'TURN LEFT, SOUTH, FOR 0.4 MILE TO A FORK, TAKE THE RIGHT FORK,
 CU1055'SOUTHWEST, AROUND THE NORTHWEST SIDE OF THE HOUSE, PASS
 CU1055'THROUGH THE BARNYARD AND CONTINUE SOUTH FOR 0.3 MILE TO THE
 CU1055'HIGHEST POINT, A PIT SILO AND THE STATION.
 CU1055'
 CU1055'STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 CU1055'PATTERSON 1949, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 CU1055'WHICH PROJECTS 3 INCHES.  20 FEET NORTH OF THE SOUTHWEST CORNER OF
 CU1055'A FENCE, 4 FEET WEST OF THE EAST EDGE OF A PIT SILO, 2 FEET EAST
 CU1055'OF THE FENCE AND ON THE HIGHEST POINT OF THE HILL.
 CU1055'
 CU1055'REFERENCE MARK 1, A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 CU1055'MARK STAMPED PATTERSON NO 1, SET IN THE TOP OF A 6 BY 8 INCH
 CU1055'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND AND IS 111
 CU1055'FEET SOUTHEAST OF THE SOUTHWEST FENCE CORNER.
 CU1055'
 CU1055'REFERENCE MARK 2, A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 CU1055'STAMPED PATTERSON NO 2 1949, SET IN THE TOP OF A 6 BY 8 INCH
 CU1055'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND AND IS
 CU1055'97 FEET SOUTHWEST OF THE SOUTHWEST FENCE CORNER.
 CU1055'
 CU1055'NO AZIMUTH MARK WAS SET AT THIS TIME, STATION FRANKLIN MAY BE USED.
 CU1055'
 CU1055'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1006 ***********************************************************************
 CU1006  DESIGNATION -  PATTERSON 2
 CU1006  PID         -  CU1006
 CU1006  STATE/COUNTY-  TX/NOLAN
 CU1006  USGS QUAD   -  BERNECKER (1969)
 CU1006
 CU1006                         *CURRENT SURVEY CONTROL
 CU1006  ___________________________________________________________________
 CU1006* NAD 83(1993)-  32 30 57.64711(N)    100 32 19.48623(W)     ADJUSTED  
 CU1006* NAVD 88     -       726.6    (meters)    2384.     (feet)  VERTCON   
 CU1006  ___________________________________________________________________
 CU1006  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 CU1006  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CU1006
 CU1006  HORZ ORDER  -  FIRST
 CU1006
 CU1006.The horizontal coordinates were established by classical geodetic methods
 CU1006.and adjusted by the National Geodetic Survey in February 1996..
 CU1006
 CU1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1006
 CU1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1006
 CU1006.The geoid height was determined by GEOID03.
 CU1006
 CU1006;                    North         East     Units Scale Factor Converg.
 CU1006;SPC TXNC     - 2,096,043.215   408,467.308   MT  0.99991602   -1 06 42.9
 CU1006;SPC TXNC     - 6,876,768.45  1,340,113.16   sFT  0.99991602   -1 06 42.9
 CU1006;UTM  14      - 3,598,677.570   355,469.690   MT  0.99985759   -0 49 38.2
 CU1006
 CU1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1006!SPC TXNC     -   0.99989020  x   0.99991602  =   0.99980623
 CU1006!UTM  14      -   0.99989020  x   0.99985759  =   0.99974781
 CU1006
 CU1006:                Primary Azimuth Mark                     Grid Az
 CU1006:SPC TXNC     -  AIR BEACON 36                            106 42 13.9
 CU1006:UTM  14      -  AIR BEACON 36                            106 25 09.2
 CU1006
 CU1006|---------------------------------------------------------------------|
 CU1006| PID    Reference Object                     Distance      Geod. Az  |
 CU1006|                                                           dddmmss.s |
 CU1006| CU0947 AIR BEACON 36                       APPROX.24.2 KM 1053531.0 |
 CU1006| CU0955 SWEETWATER MUNICIPAL APT BCN        APPROX. 9.5 KM 1323326.2 |
 CU1006| CU0965 ROSCOE MUNICIPAL TANK               APPROX. 7.9 KM 1792333.9 |
 CU1006| CX7919 PATTERSON 2 RM 4                     34.836 METERS 19213     |
 CU1006| CX7917 PATTERSON 2 RM 2                     34.908 METERS 19222     |
 CU1006| CX7915 PATTERSON 2 AZ MK                                  2182637.1 |
 CU1006| CX7916 PATTERSON 2 RM 1                                   33641     |
 CU1006| CX7918 PATTERSON 2 RM 3                     28.201 METERS 34000     |
 CU1006|---------------------------------------------------------------------|
 CU1006
 CU1006                          SUPERSEDED SURVEY CONTROL
 CU1006
 CU1006  NAD 83(1986)-  32 30 57.65174(N)    100 32 19.47646(W) AD(       ) 1
 CU1006  NAD 27      -  32 30 57.23400(N)    100 32 18.08500(W) AD(       ) 1
 CU1006  NGVD 29 (07/19/86)  726.3    (m)         2383.     (f) VERT ANG       
 CU1006
 CU1006.Superseded values are not recommended for survey control.
 CU1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1006.See file dsdata.txt to determine how the superseded data were derived.
 CU1006
 CU1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5547098678(NAD 83)
 CU1006_MARKER: DS = TRIANGULATION STATION DISK
 CU1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1006
 CU1006  HISTORY     - Date     Condition        Report By
 CU1006  HISTORY     - 1935     MONUMENTED       CGS
 CU1006  HISTORY     - 1941     GOOD             LOCENG
 CU1006  HISTORY     - 1955     GOOD             CGS
 CU1006  HISTORY     - 1958     GOOD             CGS
 CU1006  HISTORY     - 1968     GOOD             CGS
 CU1006
 CU1006                          STATION DESCRIPTION
 CU1006
 CU1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU1006'STATION IS TO REPLACE OLD U.S.C. AND G.S. STATION PATTERSON
 CU1006'ESTABLISHED IN 1908 WHICH HAS BEEN REMOVED.
 CU1006'
 CU1006'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CU1006'BRONZE DISKS SET IN CONCRETE.
 CU1006'
 CU1006'REFERENCE MARK NO. 1 IS 25 FEET E OF CENTER LINE OF ROAD IN
 CU1006'FENCE LINE.
 CU1006'
 CU1006'REFERENCE MARK NO. 2 IS 25 FEET W OF CENTER LINE OF ROAD IN
 CU1006'FENCE LINE.
 CU1006'
 CU1006'AZIMUTH IS REACHED BY GOING 0.5 MILE S, THENCE RIGHT (W)
 CU1006'FOR 0.6 MILE TO MARK ON RIGHT (N).  MARK IS 28 FEET N OF
 CU1006'CENTER LINE OF ROAD IN FENCE LINE CORNER.
 CU1006'
 CU1006'TO REACH FROM ROSCOE, GO N ON U.S. HIGHWAY 7 FROM MAIN STREET
 CU1006'FOR 4.15 MILES, KEEPING STRAIGHT AHEAD AFTER CROSSING RAILROAD
 CU1006'TRACKS IN TOWN WHERE THE HIGHWAY TURNS LEFT.  THENCE RIGHT
 CU1006'(E) ON GRADED T-ROAD FOR 1.0 MILE.  THENCE LEFT (N) 0.5 MILE
 CU1006'TO STATION ON RIGHT (E) SIDE OF ROAD.  MARK IS 45 FEET E OF
 CU1006'CENTER LINE OF ROAD, 5 FEET S OF E-W FENCE LINE, 20 FEET E
 CU1006'OF N-S FENCE LINE, AT THE EDGE OF A CULTIVATED FIELD.
 CU1006'
 CU1006'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CU1006
 CU1006                          STATION RECOVERY (1941)
 CU1006
 CU1006'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 CU1006'RECOVERED BY SCHLOSSER GEOPH. CO.
 CU1006'
 CU1006'1 FT. BELOW GROUND AND LOCATED 9 FT. EAST AND 21 FT. SOUTH
 CU1006'OF A CORNER OF FENCES BEARING N-S AND EAST, IN LATITUDE
 CU1006'32 DEG 30 MIN 57.234 SEC AND LONGITUDE 100 DEG 32 MIN 18.085
 CU1006'SEC.
 CU1006
 CU1006                          STATION RECOVERY (1955)
 CU1006
 CU1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CU1006'STATION IS ABOUT 4 MI. DUE N OF ROSCOE, NEAR THE HALF-SECTION
 CU1006'LINE AT THE W SIDE OF THE DAVID JAMES FARM, ON THE E SIDE OF
 CU1006'A SECTION-LINE ROAD, 20.6 FT. S OF A GATE IN AN E-W FENCE,
 CU1006'8.4 FT. E OF THE E RIGHT-OF-WAY FENCE OF THE ROAD, A DISK,
 CU1006'STAMPED PATTERSON 2 1935 AND SET IN A CONCRETE MONUMENT
 CU1006'WHICH IS ABOUT 8 IN. BELOW THE SURFACE OF THE PLOWED FIELD.
 CU1006'
 CU1006'THE AZIMUTH MARK IS SW OF THE STATION, 1 FT. N OF THE N
 CU1006'RIGHT-OF-WAY FENCE LINE ON THE N SIDE OF THE E-W SECTION-LINE
 CU1006'ROAD, AND 0.6 MI. W OF THE CROSSROADS.  A STANDARD DISK,
 CU1006'STAMPED PATTERSON 2 1935 AND SET IN A CONCRETE MONUMENT WHICH
 CU1006'PROJECTS ABOUT 5 IN.
 CU1006'
 CU1006'REFERENCE MARK 2 IS A STANDARD DISK, SET IN A CONCRETE
 CU1006'MONUMENT, SW OF THE STATION, 1 FT. W OF THE W RIGHT-OF-WAY
 CU1006'FENCE, AND PROJECTS ABOUT 6 IN.  IT IS STAMPED PATTERSON 2
 CU1006'NO 2 1935.  THIS MARK APPEARS TO HAVE MOVED FROM THE ORIGINAL
 CU1006'POSITION.
 CU1006'
 CU1006'REFERENCE MARK 3 IS N OF THE STATION.  A STANDARD DISK, STAMPED
 CU1006'PATTERSON 2 NO 3 1935 1955 AND SET IN A CONCRETE MONUMENT
 CU1006'WHICH PROJECTS ABOUT 1 FT.  IT IS ABOUT 1-1/2 FT.
 CU1006'W OF THE E RIGHT-OF-WAY FENCE.
 CU1006'
 CU1006'TO REACH FROM ROSCOE, GO N ON HIGHWAY 84 FOR 4.1 MI.  TURN
 CU1006'RIGHT HERE AND GO E FOR 0.4 MI. TO THE AZIMUTH MARK ON THE
 CU1006'LEFT OR N.  THEN CONTINUE E FOR 0.6 MI. TO THE CROSSROADS.
 CU1006'THEN TURN LEFT AND GO N FOR 0.5 MI. TO THE STATION ON THE
 CU1006'RIGHT AS DESCRIBED.
 CU1006
 CU1006                          STATION RECOVERY (1958)
 CU1006
 CU1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU1006'STATION RECOVERED AS DESCRIBED BY C.A.S. IN 1955 AND ALL
 CU1006'MARKS FOUND IN GOOD CONDITION.
 CU1006'
 CU1006'THE 1955 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 CU1006
 CU1006                          STATION RECOVERY (1968)
 CU1006
 CU1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1006'STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 CU1006'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 CU1006'FOUND TILTED AND WAS RESET AND RESTAMPED NO. 4 AT THIS
 CU1006'DATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CU1006'
 CU1006'STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF
 CU1006'SWEETWATER, 6-1/2 MILES EAST OF WASTELLA, 5 MILES NORTH OF
 CU1006'ROSCOE AND ON LAND OWNED BY MR. R.B. PIPER.
 CU1006'
 CU1006'TO REACH FROM THE POST OFFICE IN ROSCOE, GO NORTH ON U.S. HIGHWAY
 CU1006'84 FOR 0.15 MILE TO FARM ROAD 608 ON THE RIGHT, BEAR RIGHT AND GO
 CU1006'NORTH OF FARM ROAD 608 FOR 4.1 MILES TO A SIDE ROAD RIGHT, TURN
 CU1006'RIGHT AND GO EAST ON A BLADED ROAD FOR 0.4 MILE TO THE AZIMUTH
 CU1006'MARK ON THE LEFT, CONTINUE EAST ON THE ROAD FOR 0.6 MILE TO A
 CU1006'CROSSROAD, TURN LEFT AND GO NORTH ON A BLADED ROAD FOR 0.5 MILE
 CU1006'TO THE STATION ON THE RIGHT AND FIELD ROAD RIGHT.
 CU1006'
 CU1006'STATION MARK IS A STANDARD DISK STAMPED PATTERSON 2 1935, SET IN
 CU1006'THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 6
 CU1006'INCHES BELOW THE GROUND SURFACE.  IT IS 104.5 FEET NORTHEAST
 CU1006'OF A POWERPOLE, 29.2 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 CU1006'AND 23.2 FEET SOUTH-SOUTHEAST OF THE MOST SOUTHERLY FENCE
 CU1006'POST IN A NORTH-SOUTH FENCE LINE.
 CU1006'
 CU1006'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PATTERSON 2 1935
 CU1006'NO 3 1955, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 CU1006'PROJECTS ABOUT 12 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT
 CU1006'17 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 1 FOOT WEST OF A
 CU1006'FENCE AND ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 CU1006'
 CU1006'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PATTERSON 2 NO
 CU1006'4 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 CU1006'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 20.2 FEET SOUTHEAST
 CU1006'OF A POWERPOLE, 19 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 3.5
 CU1006'FEET NORTH OF A LONE, FENCE POST AND ABOUT 2 FEET HIGHER THAN
 CU1006'THE STATION.
 CU1006'
 CU1006'AZIMUTH MARK IS A STANDARD DISK, (REFERENCE MARK) STAMPED
 CU1006'PATTERSON 2 1935 AZI, SET IN THE TOP OF A 12-INCH SQUARE
 CU1006'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 CU1006'SURFACE.  IT IS 21-1/2 FEET NORTH OF THE CENTER OF A GRAVEL ROAD
 CU1006'AND 1.5 FEET NORTH OF A FENCE POST WITH WITNESS SIGN ATTACHED.
 CU1006'
 CU1006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1006'5.0 MILES NORTH OF ROSCOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1358 ***********************************************************************
 AW1358  DESIGNATION -  PATTON
 AW1358  PID         -  AW1358
 AW1358  STATE/COUNTY-  TX/GALVESTON
 AW1358  USGS QUAD   -  CAPLEN (1994)
 AW1358
 AW1358                         *CURRENT SURVEY CONTROL
 AW1358  ___________________________________________________________________
 AW1358* NAD 83(1993)-  29 27 45.71619(N)    094 37 23.93653(W)     ADJUSTED  
 AW1358* NAVD 88     -         2.15   (+/-2cm)       7.1    (feet)  VERTCON   
 AW1358  ___________________________________________________________________
 AW1358  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW1358  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1358
 AW1358  HORZ ORDER  -  SECOND
 AW1358  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1358
 AW1358.The horizontal coordinates were established by classical geodetic methods
 AW1358.and adjusted by the National Geodetic Survey in February 1996..
 AW1358
 AW1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1358.The vertical order pertains to the NGVD 29 superseded value.
 AW1358
 AW1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1358
 AW1358.The geoid height was determined by GEOID03.
 AW1358
 AW1358;                    North         East     Units Scale Factor Converg.
 AW1358;SPC TXSC     - 4,188,518.771 1,024,390.169   MT  0.99986572   +2 08 39.1
 AW1358;SPC TXSC     -13,741,832.00  3,360,853.41   sFT  0.99986572   +2 08 39.1
 AW1358;UTM  15      - 3,260,347.454   342,587.491   MT  0.99990575   -0 47 55.0
 AW1358
 AW1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1358!SPC TXSC     -   1.00000387  x   0.99986572  =   0.99986959
 AW1358!UTM  15      -   1.00000387  x   0.99990575  =   0.99990962
 AW1358
 AW1358|---------------------------------------------------------------------|
 AW1358| PID    Reference Object                     Distance      Geod. Az  |
 AW1358|                                                           dddmmss.s |
 AW1358| CV9264 PATTON RM 1                                        06224     |
 AW1358| AW5765 CG 10                               APPROX. 2.6 KM 0641556.3 |
 AW1358| AW1359 PATTON RM 3                          27.295 METERS 08049     |
 AW1358| AW5781 GALVESTON BAY N JETTY LIGHT         APPROX.14.1 KM 2024132.8 |
 AW1358| AW5782 NORTH JETTY LIGHT                   APPROX.14.1 KM 2024239.5 |
 AW1358| AW5766 SOUTH JETTY LIGHT                   APPROX.16.4 KM 2041517.5 |
 AW1358| AW1360 PATTON RM 2                          50.185 METERS 33158     |
 AW1358|---------------------------------------------------------------------|
 AW1358
 AW1358                          SUPERSEDED SURVEY CONTROL
 AW1358
 AW1358  NAD 83(1993)-  29 27 45.72967(N)    094 37 23.92347(W) AD(       ) 2
 AW1358  NAD 83(1986)-  29 27 45.73334(N)    094 37 23.91682(W) AD(       ) 2
 AW1358  NAD 27      -  29 27 44.89400(N)    094 37 23.22000(W) AD(       ) 2
 AW1358  NGVD 29 (??/??/92)    2.154  (m)            7.07   (f) ADJ UNCH    1 2
 AW1358
 AW1358.Superseded values are not recommended for survey control.
 AW1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1358.See file dsdata.txt to determine how the superseded data were derived.
 AW1358
 AW1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN4258760347(NAD 83)
 AW1358_MARKER: DS = TRIANGULATION STATION DISK
 AW1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1358_STAMPING: PATTON 1933 ELEV 7.923 FT
 AW1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1358+STABILITY: SURFACE MOTION
 AW1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1358+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1358
 AW1358  HISTORY     - Date     Condition        Report By
 AW1358  HISTORY     - 1932     MONUMENTED       CGS
 AW1358  HISTORY     - 1937     GOOD             CGS
 AW1358  HISTORY     - 1946     GOOD             HUMBLE
 AW1358  HISTORY     - 1947     GOOD             CGS
 AW1358  HISTORY     - 1951     GOOD             SUNOCO
 AW1358  HISTORY     - 1953     GOOD             CGS
 AW1358  HISTORY     - 1956     GOOD             CGS
 AW1358  HISTORY     - 1958     GOOD             NGS
 AW1358  HISTORY     - 1960     GOOD             CGS
 AW1358  HISTORY     - 1962     GOOD             CGS
 AW1358  HISTORY     - 1963     GOOD             CGS
 AW1358  HISTORY     - 1963     GOOD             CGS
 AW1358  HISTORY     - 1967     GOOD             LOCENG
 AW1358  HISTORY     - 1974     GOOD             NGS
 AW1358  HISTORY     - 1974     GOOD             NGS
 AW1358  HISTORY     - 1977     GOOD             NGS
 AW1358  HISTORY     - 1978     GOOD             NGS
 AW1358  HISTORY     - 1982     GOOD             LOCSUR
 AW1358  HISTORY     - 1990     GOOD             USPSQD
 AW1358  HISTORY     - 19990902 MARK NOT FOUND   USPSQD
 AW1358  HISTORY     - 20010209 GOOD             INDIV
 AW1358  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1358  HISTORY     - 20041023 GOOD             USPSQD
 AW1358
 AW1358                          STATION DESCRIPTION
 AW1358
 AW1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW1358'ABOUT 10 MILES NE OF BOLIVAR POINT, ON BOLIVAR PENINSULA.
 AW1358'IT IS 250 FEET (76.21 METERS) SE OF THE CENTER LINE OF BEAUMONT
 AW1358'ROAD, 130 YARDS (118.9 METERS) SE BY S OF PATTON RAILROAD STATION,
 AW1358'AND ABOUT 1/2 MILE NW OF GULF SHORE.
 AW1358'
 AW1358'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW1358'SET IN CONCRETE.
 AW1358'
 AW1358'HEIGHT OF LIGHT ABOVE STATION MARK - 7.6 METERS.
 AW1358
 AW1358                          STATION RECOVERY (1937)
 AW1358
 AW1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW1358'ABOUT 10.5 MILES NE OF BOLIVAR POINT FERRY, ON A SMALL RIDGE,
 AW1358'ABOUT 75 FEET W OF A BARBED-WIRE FENCE PERPENDICULAR TO THE
 AW1358'ROAD, AND ABOUT 1/2 MILE NE OF GULF SHORE.
 AW1358'
 AW1358'AN OLD TRIPOD WAS STANDING OVER THE STATION WHEN VISITED.
 AW1358
 AW1358                          STATION RECOVERY (1946)
 AW1358
 AW1358'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1946 (RAG)
 AW1358'THE KEY REFERENCE FOR THIS STATION IS A RAILROAD STATION.
 AW1358'HOWEVERTHE RAILROAD HAS BEEN REMOVED AND THOSE OF THE INHABITANTS
 AW1358'WHO WERE QUESTIONED COULD NOT POSITIVELY IDENTIFY ANY OF THE
 AW1358'REMAINING HOUSES AS THE FORMER RAILROAD STATION.
 AW1358
 AW1358                          STATION RECOVERY (1947)
 AW1358
 AW1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW1358'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE RECOVERY
 AW1358'NOTE OF F.S.B. IN 1937.  IT IS ABOUT 250 FEET SE OF THE CENTER
 AW1358'LINE OF STATE HIGHWAY 87.  THE FENCE RUNNING PERPENDICULAR
 AW1358'TO THE ROAD AND THE TRIPOD OVER THE STATION ARE BOTH GONE.
 AW1358'
 AW1358'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW1358'
 AW1358'REFERENCE MARK 1 (AZIMUTH MARK) WAS NOT RECOVERED.
 AW1358'
 AW1358'IT IS BELIEVED THAT THE MARK MAY BE STILL IN PLACE BUT COVERED
 AW1358'BY DIRT WHEN THE DITCH WAS PLOWED.  NO EXACT DISTANCE FROM
 AW1358'THE STATION IS GIVEN, MAKING SEARCH IN THE EXACT SPOT IMPOSSIBLE.
 AW1358
 AW1358                          STATION RECOVERY (1951)
 AW1358
 AW1358'RECOVERY NOTE BY SUN OIL COMPANY 1951 (FMB)
 AW1358'STATION IN GOOD CONDITION.  A 25-FOOT STEEL TOWER OVER STATION.
 AW1358
 AW1358                          STATION RECOVERY (1953)
 AW1358
 AW1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AW1358'0.7 MILE SOUTH ALONG AN OILED ROAD FROM THE POST OFFICE AT
 AW1358'PORT BOLIVAR, THENCE 11.65 MILES NORTHEAST ALONG STATE HIGHWAY
 AW1358'87, 0.1 MILE EAST OF A RADAR TOWER, 230 FEET SOUTHEAST OF THE
 AW1358'CENTER LINE OF THE HIGHWAY, 168 FEET SOUTHEAST OF A FENCE,
 AW1358'0.4 FOOT NORTHEAST OF A WITNESS POST, A TRIANGULATION STATION
 AW1358'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 AW1358'FOOT ABOVE THE GROUND, STAMPED PATTON 1933 ELEV 7.923 FT.
 AW1358
 AW1358                          STATION RECOVERY (1956)
 AW1358
 AW1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 AW1358'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 AW1358'CONDITION AS DESCRIBED.  IT IS 11.6 MILES NORTHEAST ALONG
 AW1358'HIGHWAY NO. 87 FROM THE FERRY LANDING AT PORT BOLIVAR.  THE
 AW1358'REMAINS OF AN OLD TOWER, BUILT OF GAS PIPES ARE AT THE STATION.
 AW1358
 AW1358                          STATION RECOVERY (1958)
 AW1358
 AW1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW1358'9.1 MI SW FROM GILCHRIST.
 AW1358'ABOUT 9.1 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1358'AT GILCHRIST, 230 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW1358'168 FEET SOUTHEAST OF A FENCE, ABOUT 0.1 MILE EAST OF A RADAR TOWER,
 AW1358'BETWEEN THE 4 LEGS OF A LARGE STEEL TOWER, ABOUT LEVEL WITH THE
 AW1358'HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1358
 AW1358                          STATION RECOVERY (1960)
 AW1358
 AW1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW1358'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1 COULD
 AW1358'NOT BE FOUND.  R.M. 3 WAS ESTABLISHED.  REVISED DESCRIPTION
 AW1358'FOLLOWS.  STATION IS LOCATED ON BOLIVAR PENINSULA ABOUT 11.1
 AW1358'MILES NORTHEAST OF THE FERRY LANDING, 4.3 MILES SOUTHWEST
 AW1358'OF THE SUN OIL CO. OFFICES ALONG THE SOUTHERLY SIDE OF STATE
 AW1358'HIGHWAY 87, IN AN OPEN FIELD, ABOUT 450 FEET SOUTHEAST OF A
 AW1358'MICRO-RELAY TOWER, 231.0 FEET SOUTH OF THE CENTERLINE OF
 AW1358'HIGHWAY 87, 167.0 FEET SOUTH OF A WIRE FENCE, 46.0 FEET
 AW1358'SOUTHWEST OF A SCRUB TREE AND 0.5 FEET NORTH OF A
 AW1358'WITNESS POST.  A STANDARD DISK STAMPED PATTON 1933
 AW1358'ELEV. 7.923 FT. IN TOP OF A CONCRETE MONUMENT FLUSH WITH
 AW1358'THE GROUND.
 AW1358'
 AW1358'R.M. 2 IS NORTHWEST OF THE STATION, 64.6 FEET SOUTH OF THE
 AW1358'CENTERLINE OF THE HIGHWAY, 26.4 FEET WEST OF AN ALUMINUM GATE
 AW1358'AND 1.5 FEET SOUTH OF THE FENCE.  A STANDARD DISK STAMPED
 AW1358'PATTON 1933 NO. 2 IN TOP OF A CONCRETE MONUMENT PROJECTING
 AW1358'1 INCH ABOVE GROUND.
 AW1358'
 AW1358'R.M. 3 IS NORTHEAST OF THE STATION IN THE OPEN FIELD.  A
 AW1358'STANDARD DISK STAMPED PATTON NO. 3 1932 IN TOP OF A CONCRETE
 AW1358'MONUMENT PROJECTING 8 INCHES.
 AW1358'
 AW1358'THE FOLLOWING DISTANCES AND DIRECTIONS WERE OBSERVED.
 AW1358
 AW1358                          STATION RECOVERY (1962)
 AW1358
 AW1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW1358'STATION RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION
 AW1358'BY J.K.W. IS ADEQUATE.
 AW1358
 AW1358                          STATION RECOVERY (1963)
 AW1358
 AW1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JGM)
 AW1358'STATION FOUND IN GOOD CONDITION.
 AW1358
 AW1358                          STATION RECOVERY (1963)
 AW1358
 AW1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW1358'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AW1358'AND FOUND TO BE IN GOOD CONDITION.  ADDITIONAL INFORMATION
 AW1358'FOLLOWS.
 AW1358'
 AW1358'THE STATION IS 4.5 FEET NORTH OF A 3 INCH DIAMETER CREOSOTE
 AW1358'WOOD WITNESS POST AND SIGN.  184 FEET SOUTH OF STATE HIGHWAY
 AW1358'87.  166 FEET SOUTH OF FENCE PARALLEL TO THE HIGHWAY.
 AW1358'
 AW1358'REFERENCE MARK 2 IS 159 FEET NORTH OF 3 INCH DIAMETER CREOSOTE
 AW1358'WOOD WITNESS POST AND SIGN.  22.1 FEET SOUTH OF STATE HIGHWAY
 AW1358'87.  2.1 FEET SOUTH OF FENCE PARALLEL TO THE HIGHWAY.
 AW1358'
 AW1358'REFERENCE MARK 3 IS 91.2 FEET EAST OF A 3 INCH CREOSOTE WOOD
 AW1358'WITNESS POST AND SIGN.  200 FEET SOUTH OF STATE HIGHWAY 87.
 AW1358'179 FEET SOUTH OF FENCE PARALLEL TO THE HIGHWAY.
 AW1358'
 AW1358'BENCH MARK S 171 IS A STANDARD DISK STAMPED S 171 RESET 1956,
 AW1358'SET IN A 6X6 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 AW1358'GROUND.  IT IS 58.5 FEET NORTH OF A FENCE CORNER.  61.6 FEET
 AW1358'NORTH OF THE CENTERLINE OF STATE HIGHWAY 87.  2.6 FEET EAST
 AW1358'OF A FENCE LINE.  1.7 FEET NORTH OF A 3 INCH DIAMETER CREOSOTE
 AW1358'WOOD WITNESS POST AND SIGN.
 AW1358'
 AW1358'BENCH MARK R 171 IS A STANDARD DISK STAMPED R 171 RESET 1956,
 AW1358'SET IN A 6X6 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 AW1358'GROUND.  IT IS 61.8 FEET NORTH OF THE CENTERLINE OF STATE
 AW1358'HIGHWAY 87.  1.0 FEET NORTH OF A 3 INCH DIAMETER CREOSOTE
 AW1358'WOOD WITNESS POST AND SIGN.
 AW1358'
 AW1358'HEIGHT OF LIGHT ABOVE STATION MARK 21.96 METERS.
 AW1358
 AW1358                          STATION RECOVERY (1967)
 AW1358
 AW1358'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (WPS)
 AW1358'STATION MARK FOUND IN GOOD CONDITION.  R.MS. NOT SEARCHED FOR.
 AW1358
 AW1358                          STATION RECOVERY (1974)
 AW1358
 AW1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW1358'THE STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3
 AW1358'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 AW1358'TO REFERENCE MARK 3 WAS FOUND TO BE 0.02 FOOT OR 0.007 METER
 AW1358'LONGER THAN THE 1963 MEASUREMENT.  THE DISTANCE TO REFERENCE
 AW1358'MARK 2 WAS FOUND TO BE 0.25 FOOT OR 0.077 METER LONGER THAN
 AW1358'THE 1963 MEASUREMENT.  THE ANGLE BETWEEN THE REFERENCE MARKS
 AW1358'WAS FOUND TO BE 04 MINUTES AND 5.7 SECONDS LARGER THAN THE
 AW1358'1963 OBSERVATIONS.  THIS WAS CHECKED IN THE FIELD BY
 AW1358'REOBSERVATION.
 AW1358'
 AW1358'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 AW1358'
 AW1358'THE STATION IS LOCATED 1 MILE NORTHEAST OF CRYSTAL BEACH,
 AW1358'ON THE SOUTHEAST SIDE OF STATE HIGHWAY 87 AND ON PROPERTY OWNED
 AW1358'BY BOYTS PROPERTIES.  PERMISSION OBTAINED FROM GEORGE MAXWELL
 AW1358'(MANAGER) DEVERS, TEXAS.
 AW1358'
 AW1358'TO REACH THE STATION FROM THE POST OFFICE IN CRYSTAL BEACH,
 AW1358'GO NORTHEAST ON STATE HIGHWAY 87 FOR 1.0 MILE TO A METAL
 AW1358'GATE AND THE STATION ON THE RIGHT AS DESCRIBED.
 AW1358'
 AW1358'STATION MARK, STAMPED PATTON 1933 ELEV 7.923, IS A STANDARD
 AW1358'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 AW1358'THE GROUND.  IT IS 229 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 AW1358'87, 185 FEET SOUTH OF POWER POLE NUMBER 175 328, 167.5 FEET
 AW1358'SOUTHEAST OF THE CENTER OF A METAL GATE AND 4.5 FEET NORTH
 AW1358'OF A METAL WITNESS POST.
 AW1358'
 AW1358'REFERENCE MARK 2, STAMPED PATTON NO 2 1933 IS A STANDARD
 AW1358'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 AW1358'2 INCHES.  IT IS 168 FEET NORTHWEST OF THE METAL WITNESS
 AW1358'POST SET AT THE STATION, 99 FEET SOUTHWEST OF POWER POLE
 AW1358'NUMBER 175 328, 65 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 AW1358'87 AND 34 FEET SOUTHWEST OF THE CENTER OF THE METAL GATE.
 AW1358'
 AW1358'REFERENCE MARK 3, STAMPED PATTON NO 3 1932 IS A STANDARD
 AW1358'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 AW1358'8 INCHES.  IT IS 250 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 AW1358'87, 199 FEET EAST OF THE CENTER OF THE METAL GATE, 186.5 FEET
 AW1358'SOUTHEAST OF POWER POLE NUMBER 175 328 AND 92.5 FEET NORTHEAST
 AW1358'OF THE METAL WITNESS POST SET AT THE STATION.
 AW1358'
 AW1358'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 AW1358'
 AW1358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AW1358'NORTHEAST OF CRYSTAL BEACH
 AW1358
 AW1358                          STATION RECOVERY (1974)
 AW1358
 AW1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1358'RECOVERED IN GOOD CONDITION.
 AW1358
 AW1358                          STATION RECOVERY (1977)
 AW1358
 AW1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW1358'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN
 AW1358'GOOD CONDITION, BENCH MARK R171 RESET 1956 WAS ALSO RECOVERED IN
 AW1358'GOOD CONDITION.  THE 1963 RECOVERY NOTE IS ADEQUATE, AND THE 1933
 AW1358'TO REACH IS ADEQUATE.
 AW1358'
 AW1358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11 MILES
 AW1358'NNE OF PORT BOLIVAR.
 AW1358
 AW1358                          STATION RECOVERY (1978)
 AW1358
 AW1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1358'ADD=168 FEET SOUTH OF CENTER OF GATE, 153 FEET SOUTH-SOUTHEAST
 AW1358'OF POWER POLE NUMBER 175 335.
 AW1358'DELETE=THE STEEL TOWER IS NO LONGER THERE.
 AW1358
 AW1358                          STATION RECOVERY (1982)
 AW1358
 AW1358'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (IW)
 AW1358'THE STATION WAS RECOVERED IN GOOD CONDITION.  FROM THE BOLIVAN FERRY
 AW1358'TERMINAL TRAVEL 11.7 MILES NORTHEAST ALONG STATE HIGHWAY 87 PAST
 AW1358'BEAUMONT ROAD, TO POWERLINE POLE NO. 328.  AN ALUMINIUM GATE, NEXT
 AW1358'TO THE POLE, LEADS INTO A SOMEWHAT OVERGROWN FIELD.  A WITNESS
 AW1358'MARKER IS BY THE GATE.  THE STATION IS APPROX. 180 FEET INTO THE
 AW1358'FIELD FROM THE GATE.  THE WOODEN REMAINS OF TWO TOWERS ARE
 AW1358'LYING NEXT TO THE STATION.  R.MS WERE NOT SEARCHED FOR.
 AW1358
 AW1358                          STATION RECOVERY (1990)
 AW1358
 AW1358'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1358'RECOVERED IN GOOD CONDITION.
 AW1358
 AW1358                          STATION RECOVERY (1999)
 AW1358
 AW1358'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1358'MARK NOT FOUND.
 AW1358
 AW1358                          STATION RECOVERY (2001)
 AW1358
 AW1358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAK)
 AW1358'MARK RECOVERED AS DESCRIBED. EXCEPT THE GATE AND FENCE ARE NO LONGER
 AW1358'THERE. THERE IS NO WITNESS MARKER. ON THE SOUTH SIDE OF HWY 87 AT THE
 AW1358'STATION SITE IS A SIGN GREGORY PARK. THE MARK IS LOCATED 199 FT. AT A
 AW1358'BEARING OF S27E FROM THE SIGN POST. THE RM'S WERE NOT SEARCHED FOR.
 AW1358
 AW1358                          STATION RECOVERY (2002)
 AW1358
 AW1358'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1358'MARK NOT FOUND.
 AW1358
 AW1358                          STATION RECOVERY (2004)
 AW1358
 AW1358'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1358'ORANGE TAPE ON FENCE AND STAKE WITH ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0907 ***********************************************************************
 CU0907  DESIGNATION -  PATTON
 CU0907  PID         -  CU0907
 CU0907  STATE/COUNTY-  TX/FISHER
 CU0907  USGS QUAD   -  ROTAN (1981)
 CU0907
 CU0907                         *CURRENT SURVEY CONTROL
 CU0907  ___________________________________________________________________
 CU0907* NAD 83(1993)-  32 51 48.52757(N)    100 26 37.11632(W)     ADJUSTED  
 CU0907* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 CU0907  ___________________________________________________________________
 CU0907  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 CU0907  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CU0907
 CU0907  HORZ ORDER  -  FIRST
 CU0907
 CU0907.The horizontal coordinates were established by classical geodetic methods
 CU0907.and adjusted by the National Geodetic Survey in February 1996..
 CU0907
 CU0907.The orthometric height was scaled from a topographic map.
 CU0907
 CU0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0907
 CU0907.The geoid height was determined by GEOID03.
 CU0907
 CU0907;                    North         East     Units Scale Factor Converg.
 CU0907;SPC TXNC     - 2,134,396.892   418,113.628   MT  0.99987798   -1 03 36.2
 CU0907;SPC TXNC     - 7,002,600.47  1,371,761.13   sFT  0.99987798   -1 03 36.2
 CU0907;UTM  14      - 3,637,075.985   364,927.616   MT  0.99982496   -0 47 00.6
 CU0907
 CU0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0907!SPC TXNC     -   0.99990530  x   0.99987798  =   0.99978329
 CU0907!UTM  14      -   0.99990530  x   0.99982496  =   0.99973027
 CU0907
 CU0907|---------------------------------------------------------------------|
 CU0907| PID    Reference Object                     Distance      Geod. Az  |
 CU0907|                                                           dddmmss.s |
 CU0907| CX7921 PATTON RM 1                          44.679 METERS 01058     |
 CU0907| CX7923 PATTON RM 3                          44.681 METERS 01109     |
 CU0907| CX7920 PATTON AZ MK                                       1381112.1 |
 CU0907| CU0900 ROBY COURTHOUSE DOME                APPROX.14.5 KM 1543223.4 |
 CU0907| CU0910 ROBY SW BELL TEL CO MAST            APPROX.13.4 KM 1553853.8 |
 CU0907| CU0899 ROBY MUNICIPAL TANK                 APPROX.13.9 KM 1561333.4 |
 CU0907| CU0912 ROTAN NATIONAL GYPSUM CO TANK       APPROX. 3.0 KM 1985108.1 |
 CU0907| CU0908 ROTAN MUNICIPAL TANK                APPROX. 2.1 KM 2372538.5 |
 CU0907| CU0913 ROTAN NE MUN TANK                   APPROX. 1.5 KM 2703523.4 |
 CU0907| CX7922 PATTON RM 2                          46.192 METERS 31804     |
 CU0907|---------------------------------------------------------------------|
 CU0907
 CU0907                          SUPERSEDED SURVEY CONTROL
 CU0907
 CU0907  NAD 83(1993)-  32 51 48.53271(N)    100 26 37.10980(W) AD(       ) 1
 CU0907  NAD 83(1986)-  32 51 48.53327(N)    100 26 37.10770(W) AD(       ) 1
 CU0907  NAD 27      -  32 51 48.15700(N)    100 26 35.71600(W) AD(       ) 1
 CU0907
 CU0907.Superseded values are not recommended for survey control.
 CU0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0907.See file dsdata.txt to determine how the superseded data were derived.
 CU0907
 CU0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6492837076(NAD 83)
 CU0907_MARKER: DS = TRIANGULATION STATION DISK
 CU0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0907
 CU0907  HISTORY     - Date     Condition        Report By
 CU0907  HISTORY     - 1935     MONUMENTED       CGS
 CU0907  HISTORY     - 1958     GOOD             CGS
 CU0907  HISTORY     - 1967     GOOD             LONESR
 CU0907  HISTORY     - 1968     GOOD             CGS
 CU0907
 CU0907                          STATION DESCRIPTION
 CU0907
 CU0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0907'STATION IS LOCATED ABOUT 1-1/4 MILES NE OF WATER TANK IN
 CU0907'ROTAN AND 1/2 MILE N OF ROTAN CEMETERY, ON HIGHEST GROUND
 CU0907'ALONG FENCE LINE BETWEEN TWO FIELDS.
 CU0907'
 CU0907'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CU0907'STANDARD BRONZE DISKS SET IN CONCRETE.
 CU0907'
 CU0907'REFERENCE MARK NO. 1 IS IN E-W FENCE LINE WHICH IS N OF STATION.
 CU0907'
 CU0907'REFERENCE MARK NO. 2 IS IN E-W FENCE LINE WHICH IS N OF STATION.
 CU0907'
 CU0907'AZIMUTH MARK IS REACHED BY GOING E ALONG FENCE LINE TO ROAD
 CU0907'0.25 MILE, THENCE RIGHT (S) TO CROSSROADS AND MARK ON RIGHT.
 CU0907'MARK IS 33 FEET W AND 40 FEET N OF INTERSECTION OF E-W AND
 CU0907'N-S ROADS.
 CU0907'
 CU0907'TO REACH THE STATION FROM MAIN CORNER IN ROTAN, GO E OUT
 CU0907'OF TOWN ON THE S SIDE OF THE WATER TANK FOR 1.7 MILES TO
 CU0907'CROSSROADS, THENCE LEFT (N) FOR 0.5 MILE TO E-W FENCE LINE,
 CU0907'THENCE LEFT (W) OFF ROAD ALONG S SIDE OF FENCE LINE FOR 0.25
 CU0907'MILE TO TOP OF HILL AND STATION ON LEFT IN CULTIVATED FIELD
 CU0907'14 INCHES BELOW SURFACE, 140 FEET S OF FENCE LINE.
 CU0907'
 CU0907'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CU0907
 CU0907                          STATION RECOVERY (1958)
 CU0907
 CU0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0907'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0907'CONDITION WITH THE EXCEPTION OF R.M. NO. 1.  THIS MARK WAS
 CU0907'FOUND TO BE SLIGHTLY TILTED BUT ITS DISTANCE AND DIRECTION
 CU0907'FROM THE STATION WAS ACCURATE ENOUGH FOR RECOVERY PURPOSES.
 CU0907'
 CU0907'BOTH REFERENCE MARKS ARE ABOUT 6 INCHES BELOW SURFACE OF SOIL
 CU0907'THAT HAS DRIFTED ALONG THE FENCE.
 CU0907'
 CU0907'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 CU0907
 CU0907                          STATION RECOVERY (1967)
 CU0907
 CU0907'RECOVERY NOTE BY LONE STAR GAS COMPANY 1967 (HHO)
 CU0907'PATTON NO 1 1935-PARTLY PLOWED UP SEE ATTACHED PICTURE
 CU0907'
 CU0907'PATTON NO 2 1935-PLOWING OVER AND AGAINST MON.
 CU0907'
 CU0907'I DID NOT HAVE THE DISTANCES AND INFORMATION AT THE TIM I WAS
 CU0907'SEARCHING FOR TRIANGULATION STA. AND AZ. MARK.  I MADE THE
 CU0907'PICTURE OF PATTON REF. NO 1 AND PATTON REF. NO 2 SO YOU
 CU0907'MIGHT SEE THE CONDITION.  I SHALL BE IN THIS AREA AGAIN AND WILL
 CU0907'SEARCH FOR TRIANGULATION STA. AND AZ. MARK.
 CU0907
 CU0907                          STATION RECOVERY (1968)
 CU0907
 CU0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0907'DUE TO CREST OF RIDGE, NO MEASUREMENT BETWEEN REFERENCE MARKS WAS
 CU0907'MADE.
 CU0907'
 CU0907'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CU0907'REFERENCE MARK 1 WAS FOUND LEANING, WAS STRAIGHTENED AND RESTAMPED.
 CU0907'REFERENCE MARK 2 WAS FOUND LEANING BUT STILL SOLID, A DIFFERENCE
 CU0907'WAS FOUND IN THE DISTANCE AND DIRECTION.  THE AZIMUTH MARK WAS
 CU0907'SEARCHED FOR BUT NOT FOUND.
 CU0907'
 CU0907'A NEW DESCRIPTION FOLLOWS--
 CU0907'
 CU0907'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF ROBY AND 1 MILE EAST
 CU0907'OF ROTAN ON A LONG CULTIVATED RIDGE.
 CU0907'
 CU0907'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 92, GO EAST
 CU0907'ON STATE HIGHWAY 92 FOR 1.2 MILES TO STORAGE TANKS AND A FIELD ROAD
 CU0907'ON LEFT, TURN LEFT AND FOLLOW FIELD ROAD NORTH FOR 0.5 MILE TO
 CU0907'THREE STORAGE TANKS, TURN RIGHT AND GO EAST TO TOP OF RIDGE AND
 CU0907'STATION.
 CU0907'
 CU0907'STATION MARK, A STANDARD DISK STAMPED PATTON 1935, IS SET IN THE
 CU0907'TOP OF A SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE SURFACE
 CU0907'OF THE GROUND.  THE MARK IS 126 FEET SOUTH OF PROPERTY LINE, 120
 CU0907'FEET SOUTH OF FIELD ROAD AND 56 FEET SOUTH OF A ROCK PILE WHICH IS
 CU0907'ON THE HIGHEST POINT OF RIDGE.
 CU0907'
 CU0907'REFERENCE MARK 2, A STANDARD DISK STAMPED PATTON NO 2 1935, IS SET
 CU0907'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  THE
 CU0907'MARK IS ON THE PROPERTY LINE TO THE NORTH OF STATION.
 CU0907'
 CU0907'REFERENCE MARK 3, A STANDARD DISK STAMPED PATTON NO 3 1935 1968,
 CU0907'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 18
 CU0907'INCHES.  THE MARK IS ON THE PROPERTY LINE TO THE NORTH OF THE
 CU0907'STATION.
 CU0907'
 CU0907'A NEW AZIMUTH MARK WAS NOT ESTABLISHED, ROTAN, MUNICIPAL WATER TANK
 CU0907'1935 TO SERVE AS AZIMUTH MARK.
 CU0907'
 CU0907'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST OF
 CU0907'ROTAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2807 ***********************************************************************
 CS2807  DESIGNATION -  PATTON
 CS2807  PID         -  CS2807
 CS2807  STATE/COUNTY-  TX/DALLAS
 CS2807  USGS QUAD   -  CEDAR HILL (1982)
 CS2807
 CS2807                         *CURRENT SURVEY CONTROL
 CS2807  ___________________________________________________________________
 CS2807* NAD 83(1993)-  32 33 14.52914(N)    096 58 41.14191(W)     ADJUSTED  
 CS2807* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 CS2807  ___________________________________________________________________
 CS2807  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 CS2807  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CS2807
 CS2807  HORZ ORDER  -  FIRST
 CS2807
 CS2807.The horizontal coordinates were established by classical geodetic methods
 CS2807.and adjusted by the National Geodetic Survey in February 1996..
 CS2807
 CS2807.The orthometric height was scaled from a topographic map.
 CS2807
 CS2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2807
 CS2807.The geoid height was determined by GEOID03.
 CS2807
 CS2807;                    North         East     Units Scale Factor Converg.
 CS2807;SPC TXNC     - 2,099,436.121   742,920.266   MT  0.99991008   +0 49 48.1
 CS2807;SPC TXNC     - 6,887,900.01  2,437,397.57   sFT  0.99991008   +0 49 48.1
 CS2807;UTM  14      - 3,603,651.946   689,839.135   MT  1.00004442   +1 05 17.9
 CS2807
 CS2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2807!SPC TXNC     -   0.99996278  x   0.99991008  =   0.99987286
 CS2807!UTM  14      -   0.99996278  x   1.00004442  =   1.00000720
 CS2807
 CS2807:                Primary Azimuth Mark                     Grid Az
 CS2807:SPC TXNC     -  CEDAR HILL MUNICIPAL TANK                026 57 46.1
 CS2807:UTM  14      -  CEDAR HILL MUNICIPAL TANK                026 42 16.3
 CS2807
 CS2807|---------------------------------------------------------------------|
 CS2807| PID    Reference Object                     Distance      Geod. Az  |
 CS2807|                                                           dddmmss.s |
 CS2807| CS2809 CEDAR HILL MUNICIPAL TANK           APPROX. 4.3 KM 0274734.2 |
 CS2807| CY2784 PATTON RM 1                          25.061 METERS 12335     |
 CS2807| CY2782 PATTON AZ MK                                       1695737.0 |
 CS2807| CY2783 PATTON AZ MK 2                                     1695712.2 |
 CS2807| CS2736 MIDLOTHIAN MUNICIPAL TANK           APPROX. 8.0 KM 1904428.3 |
 CS2807| CY2785 PATTON RM 2                          33.549 METERS 34253     |
 CS2807|---------------------------------------------------------------------|
 CS2807
 CS2807                          SUPERSEDED SURVEY CONTROL
 CS2807
 CS2807  NAD 83(1986)-  32 33 14.53497(N)    096 58 41.12340(W) AD(       ) 1
 CS2807  NAD 27      -  32 33 14.04300(N)    096 58 40.10700(W) AD(       ) 1
 CS2807
 CS2807.Superseded values are not recommended for survey control.
 CS2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2807.See file dsdata.txt to determine how the superseded data were derived.
 CS2807
 CS2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8983903652(NAD 83)
 CS2807_MARKER: DS = TRIANGULATION STATION DISK
 CS2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2807+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 CS2807
 CS2807  HISTORY     - Date     Condition        Report By
 CS2807  HISTORY     - 1947     MONUMENTED       CGS
 CS2807  HISTORY     - 1959     GOOD             CGS
 CS2807  HISTORY     - 1960     GOOD             CGS
 CS2807  HISTORY     - 1966     GOOD             CGS
 CS2807  HISTORY     - 1968     GOOD             CGS
 CS2807  HISTORY     - 20011219 GOOD             KIMLEY
 CS2807  HISTORY     - 20030512 GOOD             TX1730
 CS2807  HISTORY     - 20041007 GOOD             WALLAC
 CS2807
 CS2807                          STATION DESCRIPTION
 CS2807
 CS2807'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2807'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL ABOUT
 CS2807'2.5 MILES SOUTHWEST OF CEDAR HILL, 110 FEET SOUTH-SOUTHWEST
 CS2807'OF THE SOUTHWEST CORNER OF HOUSE, 25 FEET NORTH-NORTHEAST
 CS2807'OF THE CENTER OF A GRAVELED ROAD, AND 10 FEET NORTH-NORTHEAST
 CS2807'OF A FENCE LINE.  IT IS FLUSH WITH THE GROUND AND IS STAMPED
 CS2807'PATTON 1947.
 CS2807'
 CS2807'REFERENCE MARK NO. 1 IS 15 FEET NORTH-NORTHEAST OF THE CENTER
 CS2807'OF A GRAVELED ROAD AND 1.5 FEET NORTH-NORTHEAST OF A FENCE
 CS2807'LINE.  IT PROJECTS 6 INCHES AND IS STAMPED PATTON NO 1 1947.
 CS2807'
 CS2807'REFERENCE MARK NO. 2 IS 2 FEET NORTHWEST OF THE SOUTHWEST
 CS2807'CORNER OF A HOUSE AND 1 FOOT WEST OF THE WEST SIDE OF THE
 CS2807'HOUSE.  IT IS FLUSH WITH GROUND AND IS STAMPED PATTON NO
 CS2807'2 1947.
 CS2807'
 CS2807'AZIMUTH MARK IS 0.1 MILE SOUTH OF A ROAD INTERSECTION, 52 FEET
 CS2807'EAST OF THE CENTER OF U.S. HIGHWAY NO. 67, 15 FEET SOUTH
 CS2807'OF A TELEPHONE POLE, 2.8 FEET NORTH OF A YEAR--1947 COUNTY--DALLAS
 CS2807'REFERENCE POST, AND 1 FOOT WEST OF A FENCE LINE.  IT PROJECTS
 CS2807'6 INCHES AND IS STAMPED PATTON 1947.
 CS2807'
 CS2807'TO REACH THE STATION FROM CEDAR HILL, GO EAST 1 MILE TO U.S.
 CS2807'HIGHWAY NO. 67, TURN RIGHT AND GO SOUTHWEST ON NO. 67 FOR
 CS2807'3.4 MILES TO A SIDE ROAD RIGHT.  *TURN SHARP RIGHT AND GO
 CS2807'0.3 MILE TO A T ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO
 CS2807'THE TOP OF A GRADE AND THE STATION ON THE RIGHT AS DESCRIBED.
 CS2807'
 CS2807'*GO SOUTH ON U.S. HIGHWAY NO. 67 FOR 0.1 MILE TO THE AZIMUTH
 CS2807'MARK ON THE LEFT AS DESCRIBED.
 CS2807'
 CS2807'A 74 FOOT SIGNAL AT DUNCAN IS VISIBLE AT 37 FEET.
 CS2807'
 CS2807'A 74 FOOT SIGNAL AT NEWTON IS VISIBLE AT 4 FEET.
 CS2807'
 CS2807'A 74 FOOT SIGNAL AT RED OAK IS VISIBLE AT 4 FEET.
 CS2807'
 CS2807'A 5 FOOT SIGNAL AT OVILLA IS VISIBLE AT 4 FEET.
 CS2807'
 CS2807'A 100 FOOT SIGNAL AT WAXAHACHIE MAG IS VISIBLE AT 4 FEET.
 CS2807'
 CS2807'A 74 FOOT SIGNAL AT ESKRIDGE IS VISIBLE AT 4 FEET.
 CS2807'
 CS2807'A 74 FOOT SIGNAL AT POOL IS VISIBLE AT 90 FEET.
 CS2807'
 CS2807'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2807
 CS2807                          STATION RECOVERY (1959)
 CS2807
 CS2807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2807'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 CS2807'CONDITION.  THE SITE OF THE AZIMUTH MARK IS NOW WITHIN THE
 CS2807'MAINTAINED AREA OF THE HIGHWAY AND HAS BEEN DESTROYED.
 CS2807'
 CS2807'THE STATION MARK IS NOW 33 FEET NORTHEAST OF THE CENTERLINE
 CS2807'OF THE BLACKTOP ROAD, TEXAS PLUM ROAD, UNDER A POLE FENCE,
 CS2807'3 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE POLE FENCE
 CS2807'WHICH SURROUNDS THE FRONT YARD OF THE RANCH HOUSE, ABOUT 75
 CS2807'YARDS SOUTHWEST OF A 300 FOOT RADIO TOWER AND AT THE RIGHT
 CS2807'SIDE OF THE ENTRANCE TO THE YARD AND THE MT. LEBANNON BAPTIST
 CS2807'ENCAMPMENT.
 CS2807'
 CS2807'THE STATION IS 0.1 MILE NORTHWEST OF THE JUNCTION OF TEXAS
 CS2807'PLUM ROAD AND CEDAR HILL ROAD AND ABOUT 1/4 MILE WEST OF
 CS2807'U.S. HIGHWAY NO. 67.
 CS2807
 CS2807                          STATION RECOVERY (1960)
 CS2807
 CS2807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2807'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CS2807'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 CS2807'SITE ARE CORRECT.
 CS2807
 CS2807                          STATION RECOVERY (1966)
 CS2807
 CS2807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2807'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2, WERE RECOVERED
 CS2807'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 CS2807'A NEW AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 CS2807'
 CS2807'THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF CEDAR HILL,
 CS2807'ALONG THE TEXAS PLUM ROAD, AT THE ENTRANCE TO THE MT. LEBANON
 CS2807'BAPTIST ENCAMPMENT.
 CS2807'
 CS2807'TO REACH STATION FROM THE POST OFFICE IN CEDAR HILL (INTERSECTION
 CS2807'OF CEDAR AND HOUSTON STREETS), GO SOUTH ON HOUSTON STREET
 CS2807'0.6 MILE TO TIDWELL STREET, THENCE LEFT ON TIDWELL STREET,
 CS2807'GO 0.1 MILE TO IT JUNCTION WITH U.S. HIGHWAY 67.  TURN RIGHT,
 CS2807'SOUTH, GO 1.35 MILES ALONG U.S. HIGHWAY 67 TO MT. LEBANON
 CS2807'ROAD.  TURN RIGHT, AND FOLLOW MT. LEBANON ROAD FOR 0.7 MILE
 CS2807'TO TEXAS PLUM ROAD.  TURN RIGHT ON TEXAS PLUM ROAD, GO 0.1
 CS2807'MILE TO STATION ON THE RIGHT.  TO REACH AZIMUTH MARK FROM
 CS2807'STATION, GO SOUTHEAST 0.1 MILE ON TEXAS PLUM ROAD TO MT.
 CS2807'LEBANON ROAD, TURN RIGHT, ON MT. LEBANON ROAD, GO 0.15 MILE
 CS2807'TO U.S. HIGHWAY 67, TURN RIGHT, ON THE HIGHWAY, GO 0.1 MILE
 CS2807'TO MARK ON THE LEFT.
 CS2807'
 CS2807'STATION MARK, A STANDARD DISK, STAMPED PATTON 1947, IS SET
 CS2807'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 CS2807'SURFACE OF GROUND.  IT IS ABOUT 10 FEET SOUTHEAST OF A PRIVATE
 CS2807'DRIVEWAY ENTRANCE, 3 FEET NORTH OF THE SOUTHWEST CORNER
 CS2807'POST OF A POLE FENCE WHICH SURROUNDS THE FRONT YARD OF A RANCH
 CS2807'HOUSE, AND IS UNDER THE POLE FENCE.
 CS2807'
 CS2807'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED PATTON NO
 CS2807'1 1947 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3
 CS2807'INCHES ABOVE GROUND.  IT IS 15 FEET NORTHEAST OF THE CENTER
 CS2807'OF TEXAS PLUM ROAD, AND 2 FEET NORTH OF A T-FENCE CORNER.
 CS2807'
 CS2807'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED PATTON NO
 CS2807'2 1947 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS ABOUT 3
 CS2807'INCHES BELOW THE SURFACE OF GROUND.  IT IS 2 FEET NORTHWEST
 CS2807'OF THE SOUTHWEST CORNER OF RANCH HOUSE, AND 1 FOOT WEST
 CS2807'OF THE WEST SIDE OF HOUSE.
 CS2807'
 CS2807'AZIMUTH MARK, A STANDARD DISK, STAMPED PATTON 1947 AZ 2 1966,
 CS2807'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES
 CS2807'ABOVE GROUND.  IT IS 140 FEET NORTH OF THE EXTENDED CENTER
 CS2807'LINE OF A PRIVATE DRIVEWAY ENTRANCE WHICH IS AT THE WEST SIDE
 CS2807'OF HIGHWAY, 67 FEET WEST OF THE HIGHWAY CENTER LINE,
 CS2807'70 FEET NORTH OF A T-FENCE CORNER, 3 FEET NORTH OF A
 CS2807'TELEPHONE POST, AND 3 FEET SOUTH OF A METAL WITNESS POST
 CS2807'AT THE RIGHT-OF-WAY FENCE LINE.
 CS2807
 CS2807                          STATION RECOVERY (1968)
 CS2807
 CS2807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CS2807'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CS2807'IN GOOD CONDITION AS DESCRIBED IN THE 1966 RECOVERY NOTE
 CS2807'DESCRIPTION.  ROUTE PROCEEDING TO STATION SITE IS ADEQUATE.
 CS2807'
 CS2807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 CS2807'SOUTHWEST OF CEDAR HILL.
 CS2807
 CS2807                          STATION RECOVERY (2001)
 CS2807
 CS2807'RECOVERY NOTE BY KIMLEY-HORN AND ASSOCIATES 2001 (NK)
 CS2807'RECOVERED IN GOOD CONDITION.
 CS2807
 CS2807                          STATION RECOVERY (2003)
 CS2807
 CS2807'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS2807'RECOVERED IN GOOD CONDITION.
 CS2807
 CS2807                          STATION RECOVERY (2004)
 CS2807
 CS2807'RECOVERY NOTE BY THE WALLACE GROUP INC 2004
 CS2807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1360 ***********************************************************************
 AW1360  DESIGNATION -  PATTON RM 2
 AW1360  PID         -  AW1360
 AW1360  STATE/COUNTY-  TX/GALVESTON
 AW1360  USGS QUAD   -  CAPLEN (1994)
 AW1360
 AW1360                         *CURRENT SURVEY CONTROL
 AW1360  ___________________________________________________________________
 AW1360* NAD 83(1986)-  29 27 47.     (N)    094 37 23.     (W)     SCALED    
 AW1360* NAVD 88     -         1.77   (+/-2cm)       5.8    (feet)  VERTCON   
 AW1360  ___________________________________________________________________
 AW1360  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1360
 AW1360  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1360
 AW1360.The horizontal coordinates were scaled from a topographic map and have
 AW1360.an estimated accuracy of +/- 6 seconds.
 AW1360
 AW1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1360.The vertical order pertains to the NGVD 29 superseded value.
 AW1360
 AW1360.The geoid height was determined by GEOID03.
 AW1360
 AW1360;                    North         East    Units  Estimated Accuracy
 AW1360;SPC TXSC     - 4,188,560.    1,024,410.      MT  (+/- 180 meters Scaled)
 AW1360
 AW1360                          SUPERSEDED SURVEY CONTROL
 AW1360
 AW1360  NGVD 29 (??/??/92)    1.769  (m)            5.80   (f) ADJ UNCH    1 2
 AW1360
 AW1360.Superseded values are not recommended for survey control.
 AW1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1360.See file dsdata.txt to determine how the superseded data were derived.
 AW1360
 AW1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN426603(NAD 83)
 AW1360_MARKER: DR = REFERENCE MARK DISK
 AW1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1360_SP_SET: CONCRETE POST
 AW1360_STAMPING: PATTON N0 2 1933
 AW1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1360+STABILITY: SURFACE MOTION
 AW1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1360+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1360
 AW1360  HISTORY     - Date     Condition        Report By
 AW1360  HISTORY     - 1932     MONUMENTED       CGS
 AW1360  HISTORY     - 1990     GOOD             USPSQD
 AW1360  HISTORY     - 19990902 MARK NOT FOUND   USPSQD
 AW1360  HISTORY     - 20010514 GOOD             USPSQD
 AW1360  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1360  HISTORY     - 20041023 GOOD             USPSQD
 AW1360
 AW1360                          STATION DESCRIPTION
 AW1360
 AW1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 AW1360'9.1 MI SW FROM GILCHRIST.
 AW1360'ABOUT 9.1 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1360'OFFICE AT GILCHRIST, 167 FEET NORTHWEST OF TRIANGULATION
 AW1360'STATION PATTON, 65 FEET SOUTHEAST OF THE APPROXIMATE
 AW1360'CENTER OF THE HIGHWAY, 34 FEET SOUTHWEST OF THE CENTER OF
 AW1360'A GATE AND 2 FEET SOUTH OF A FENCE.
 AW1360
 AW1360                          STATION RECOVERY (1990)
 AW1360
 AW1360'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1360'RECOVERED IN GOOD CONDITION.
 AW1360
 AW1360                          STATION RECOVERY (1999)
 AW1360
 AW1360'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1360'MARK NOT FOUND.
 AW1360
 AW1360                          STATION RECOVERY (2001)
 AW1360
 AW1360'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1360'RECOVERED IN GOOD CONDITION.
 AW1360
 AW1360                          STATION RECOVERY (2002)
 AW1360
 AW1360'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1360'MARK NOT FOUND.
 AW1360
 AW1360                          STATION RECOVERY (2004)
 AW1360
 AW1360'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1360'ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1359 ***********************************************************************
 AW1359  DESIGNATION -  PATTON RM 3
 AW1359  PID         -  AW1359
 AW1359  STATE/COUNTY-  TX/GALVESTON
 AW1359  USGS QUAD   -  CAPLEN (1994)
 AW1359
 AW1359                         *CURRENT SURVEY CONTROL
 AW1359  ___________________________________________________________________
 AW1359* NAD 83(1986)-  29 27 46.     (N)    094 37 23.     (W)     SCALED    
 AW1359* NAVD 88     -         2.19   (+/-2cm)       7.2    (feet)  VERTCON   
 AW1359  ___________________________________________________________________
 AW1359  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1359
 AW1359  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1359
 AW1359.The horizontal coordinates were scaled from a topographic map and have
 AW1359.an estimated accuracy of +/- 6 seconds.
 AW1359
 AW1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1359.The vertical order pertains to the NGVD 29 superseded value.
 AW1359
 AW1359.The geoid height was determined by GEOID03.
 AW1359
 AW1359;                    North         East    Units  Estimated Accuracy
 AW1359;SPC TXSC     - 4,188,530.    1,024,420.      MT  (+/- 180 meters Scaled)
 AW1359
 AW1359                          SUPERSEDED SURVEY CONTROL
 AW1359
 AW1359  NGVD 29 (??/??/92)    2.195  (m)            7.20   (f) ADJ UNCH    1 2
 AW1359
 AW1359.Superseded values are not recommended for survey control.
 AW1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1359.See file dsdata.txt to determine how the superseded data were derived.
 AW1359
 AW1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN426603(NAD 83)
 AW1359_MARKER: DR = REFERENCE MARK DISK
 AW1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1359_SP_SET: CONCRETE POST
 AW1359_STAMPING: PATTON N0 3 1932
 AW1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1359+STABILITY: SURFACE MOTION
 AW1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1359+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1359
 AW1359  HISTORY     - Date     Condition        Report By
 AW1359  HISTORY     - 1960     MONUMENTED       CGS
 AW1359  HISTORY     - 19990902 MARK NOT FOUND   USPSQD
 AW1359  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1359  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1359  HISTORY     - 20041023 GOOD             USPSQD
 AW1359
 AW1359                          STATION DESCRIPTION
 AW1359
 AW1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AW1359'9.1 MI SW FROM GILCHRIST.
 AW1359'ABOUT 9.1 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1359'OFFICE AT GILCHRIST, 266 FEET EAST OF CENTERLINE OF HIGHWAY, 204
 AW1359'FEET EAST OF A GATE AND FENCE, AND 183 FEET EAST-SOUTHEAST OF
 AW1359'POWER POLE NUMBER 175 335.
 AW1359
 AW1359                          STATION RECOVERY (1999)
 AW1359
 AW1359'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1359'MARK NOT FOUND.
 AW1359
 AW1359                          STATION RECOVERY (2001)
 AW1359
 AW1359'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1359'MARK NOT FOUND.
 AW1359
 AW1359                          STATION RECOVERY (2002)
 AW1359
 AW1359'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1359'MARK NOT FOUND.
 AW1359
 AW1359                          STATION RECOVERY (2004)
 AW1359
 AW1359'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1359'ORANGE TAPE ON FENCE AND STAKE WITH ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2357 ***********************************************************************
 AH2357  DESIGNATION -  PAUL ET
 AH2357  PID         -  AH2357
 AH2357  STATE/COUNTY-  TX/CROSBY
 AH2357  USGS QUAD   -  CANYON VALLEY (1966)
 AH2357
 AH2357                         *CURRENT SURVEY CONTROL
 AH2357  ___________________________________________________________________
 AH2357* NAD 83(1993)-  33 23 57.11374(N)    101 19 37.81060(W)     ADJUSTED  
 AH2357* NAVD 88     -       784.44   (+/-2cm)    2573.6    (feet)  VERTCON   
 AH2357  ___________________________________________________________________
 AH2357  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AH2357  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AH2357
 AH2357  HORZ ORDER  -  THIRD
 AH2357  VERT ORDER  -  THIRD ? (See Below)
 AH2357
 AH2357.The horizontal coordinates were established by classical geodetic methods
 AH2357.and adjusted by the National Geodetic Survey in July 1998..
 AH2357
 AH2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2357.The vertical order pertains to the NGVD 29 superseded value.
 AH2357
 AH2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2357
 AH2357.The geoid height was determined by GEOID03.
 AH2357
 AH2357;                    North         East     Units Scale Factor Converg.
 AH2357;SPC TXNC     - 2,195,660.223   337,048.549   MT  0.99989096   -1 32 30.9
 AH2357;SPC TXNC     - 7,203,595.25  1,105,800.11   sFT  0.99989096   -1 32 30.9
 AH2357;UTM  14      - 3,697,963.869   283,566.146   MT  1.00017756   -1 16 53.5
 AH2357
 AH2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2357!SPC TXNC     -   0.99988081  x   0.99989096  =   0.99977179
 AH2357!UTM  14      -   0.99988081  x   1.00017756  =   1.00005835
 AH2357
 AH2357                          SUPERSEDED SURVEY CONTROL
 AH2357
 AH2357  NGVD 29 (07/28/98)  784.13   (m)         2572.6    (f) LEVELING    3  
 AH2357
 AH2357.Superseded values are not recommended for survey control.
 AH2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2357.See file dsdata.txt to determine how the superseded data were derived.
 AH2357
 AH2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB8356697964(NAD 83)
 AH2357_MARKER: DS = TRIANGULATION STATION DISK
 AH2357
 AH2357  HISTORY     - Date     Condition        Report By
 AH2357  HISTORY     - 1965     MONUMENTED       USGS
 AH2357
 AH2357                          STATION DESCRIPTION
 AH2357
 AH2357'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2357'STATION IS LOCATED ABOUT 20.0 MI. SSE. OF RALLS, ABOUT 10.0 MI. W. OF
 AH2357'KALGARY AND ABOUT 0.5 MI. E. OF CANYON VALLEY.
 AH2357'STATION MAY BE REACHED FROM INTERSECTION OF U.S. HIGHWAY 82 AND FARM
 AH2357'ROAD 122 IN RALLS BY GOING S. ON FARM ROAD 122 22.7 MI. TO GRADED RD.
 AH2357'LEFT, TAKE GRADED RD. LEFT (E.) 3.2 MI. TO T-RD. N., TAKE T-RD. N. 1.9
 AH2357'MI. TO T-RD. E-W., TAKE MAIN RD. E. 0.4 MI. TO TOP OF HILL AND STATION
 AH2357'ABOUT 30 FT. N. OF RD. AND ABOUT 2 FT. N. OF E-W. FENCE.
 AH2357'STATION MARK--STANDARD USGS ALUMINUM TABLET SET IN CONCRETE MONUMENT
 AH2357'PROJECTING 0.2 FT., STAMPED---PAUL ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1900 ***********************************************************************
 AW1900  DESIGNATION -  PAVLICEK
 AW1900  PID         -  AW1900
 AW1900  STATE/COUNTY-  TX/HARRIS
 AW1900  USGS QUAD   -  WARREN LAKE (1980)
 AW1900
 AW1900                         *CURRENT SURVEY CONTROL
 AW1900  ___________________________________________________________________
 AW1900* NAD 83(1993)-  29 54 15.05662(N)    095 49 27.10173(W)     ADJUSTED  
 AW1900* NAVD 88     -        50.473  (meters)     165.59   (feet)  ADJUSTED  
 AW1900  ___________________________________________________________________
 AW1900  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW1900  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW1900  DYNAMIC HT  -          50.405 (meters)     165.37  (feet)  COMP
 AW1900  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 AW1900
 AW1900  HORZ ORDER  -  SECOND
 AW1900  VERT ORDER  -  FIRST     CLASS II
 AW1900
 AW1900.The horizontal coordinates were established by classical geodetic methods
 AW1900.and adjusted by the National Geodetic Survey in February 1996..
 AW1900
 AW1900.The orthometric height was determined by differential leveling
 AW1900.and adjusted by the National Geodetic Survey in June 1991..
 AW1900
 AW1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1900
 AW1900.The geoid height was determined by GEOID03.
 AW1900
 AW1900.The dynamic height is computed by dividing the NAVD 88
 AW1900.geopotential number by the normal gravity value computed on the
 AW1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1900.degrees latitude (g = 980.6199 gals.).
 AW1900
 AW1900.The modeled gravity was interpolated from observed gravity values.
 AW1900
 AW1900;                    North         East     Units Scale Factor Converg.
 AW1900;SPC TXSC     - 4,233,672.133   906,651.016   MT  0.99991245   +1 33 21.1
 AW1900;SPC TXSC     -13,889,972.66  2,974,570.87   sFT  0.99991245   +1 33 21.1
 AW1900;UTM  15      - 3,311,520.542   227,295.707   MT  1.00051765   -1 24 32.0
 AW1900
 AW1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1900!SPC TXSC     -   0.99999641  x   0.99991245  =   0.99990886
 AW1900!UTM  15      -   0.99999641  x   1.00051765  =   1.00051406
 AW1900
 AW1900:                Primary Azimuth Mark                     Grid Az
 AW1900:SPC TXSC     -  KATY MUNICIPAL TANK                      177 45 14.1
 AW1900:UTM  15      -  KATY MUNICIPAL TANK                      180 43 07.2
 AW1900
 AW1900|---------------------------------------------------------------------|
 AW1900| PID    Reference Object                     Distance      Geod. Az  |
 AW1900|                                                           dddmmss.s |
 AW1900| AW6979 KATY MUNICIPAL TANK                 APPROX.12.9 KM 1791835.2 |
 AW1900| AW4586 BL 221 USE                           26.859 METERS 17934     |
 AW1900| AW1899 BL 220                                             1801910.4 |
 AW1900| AW6985 HUMBLE KATY BLENDING PLANT TK       APPROX.14.3 KM 2053410.9 |
 AW1900| AW6982 HUMBLE KATY GAS PLANT CEN STK       APPROX.11.5 KM 2071659.1 |
 AW1900| AW6986 HUMBLE KATY GAS PLANT RAD MAST      APPROX.11.2 KM 2080156.1 |
 AW1900| AW6978 HUMBLE N KATY PROD PLANT TANK       APPROX. 4.4 KM 2225701.2 |
 AW1900| AW6984 BROOKSHIRE MUNICIPAL TANK           APPROX.18.1 KM 2230637.8 |
 AW1900| AW1910 PAVLICEK RM 2                        73.377 METERS 25028     |
 AW1900|---------------------------------------------------------------------|
 AW1900
 AW1900                          SUPERSEDED SURVEY CONTROL
 AW1900
 AW1900  NAD 83(1986)-  29 54 15.07192(N)    095 49 27.08395(W) AD(       ) 2
 AW1900  NAD 27      -  29 54 14.25942(N)    095 49 26.26088(W) AD(       ) 2
 AW1900  NGVD 29 (12/23/87)   50.464  (m)          165.56   (f) ADJUSTED    1 2
 AW1900
 AW1900.Superseded values are not recommended for survey control.
 AW1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1900.See file dsdata.txt to determine how the superseded data were derived.
 AW1900
 AW1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2729611521(NAD 83)
 AW1900_MARKER: DS = TRIANGULATION STATION DISK
 AW1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1900_SP_SET: CONCRETE POST
 AW1900_STAMPING: PAVLICEK 1952
 AW1900_MARK LOGO: CGS   
 AW1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1900+STABILITY: SURFACE MOTION
 AW1900
 AW1900  HISTORY     - Date     Condition        Report By
 AW1900  HISTORY     - 1952     MONUMENTED       CGS
 AW1900  HISTORY     - 1954     GOOD             CGS
 AW1900  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW1900  HISTORY     - 1973     GOOD             NGS
 AW1900  HISTORY     - 1978     GOOD             NGS
 AW1900  HISTORY     - 1986     GOOD             NGS
 AW1900  HISTORY     - 1987     GOOD             USPSQD
 AW1900  HISTORY     - 1987     GOOD             USPSQD
 AW1900  HISTORY     - 1987     GOOD             USPSQD
 AW1900
 AW1900                          STATION DESCRIPTION
 AW1900
 AW1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW1900'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH OF HOCKLEY AND
 AW1900'ABOUT 8.0 MILES NORTH OF KATY NEAR THE SOUTHWEST CORNER OF
 AW1900'A FARMYARD, 115 FEET NORTH OF THE CENTER OF A T INTERSECTION,
 AW1900'32 FEET WEST OF THE CENTER OF DRIVEWAY INTO FARMYARD AND 14
 AW1900'FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED PAVLICEK
 AW1900'1952 AND IS FLUSH WITH THE GROUND SURFACE.
 AW1900'
 AW1900'REFERENCE MARK NO. 1 (BL 221 (USE)) IS IN THE SOUTHWEST CORNER
 AW1900'OF FARMYARD, 27 FEET NORTH OF THE CENTER OF A T INTERSECTION
 AW1900'AND 8 FEET WEST OF THE CENTER OF DRIVEWAY.  IT IS A STANDARD
 AW1900'USE DISK SET IN CONCRETE IN THE TOP OF A 6 INCH STOVEPIPE
 AW1900'PROJECTING 4 INCHES AND IS STAMPED BL 221.
 AW1900'
 AW1900'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 26 FEET
 AW1900'NORTH OF THE CENTER OF SHARP ROAD AND 1 FOOT SOUTH OF A T FENCE
 AW1900'CORNER.  IT IS STAMPED PAVLICEK NO 2 1952 AND PROJECTS 3 INCHES.
 AW1900'
 AW1900'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 230.42 FEET.
 AW1900'
 AW1900'THE AZIMUTH MARK (BL 220 (USE)) IS ON THE ROAD RIGHT-OF-WAY,
 AW1900'27 FEET WEST OF THE CENTER OF THE KATY-HOCKLEY ROAD, 2 FEET
 AW1900'EAST OF A T FENCE CORNER AND 2 FEET NORTH OF A WITNESS POST.
 AW1900'IT IS A STANDARD USE DISK SET IN CONCRETE IN THE TOP OF A
 AW1900'6 INCH STOVEPIPE WHICH IS IMBEDDED IN AN 18 INCH SQUARE CONCRETE
 AW1900'POST.  IT IS STAMPED BL 220 AND PROJECTS 6 INCHES.
 AW1900'
 AW1900'TO REACH THE STATION FROM THE POST OFFICE IN HOCKLEY, GO
 AW1900'SOUTHEAST ON U.S. HIGHWAY 290 FOR 0.9 MILE TO A CROSSROAD,
 AW1900'TURN RIGHT AND GO SOUTH ON THE KATY-HOCKLEY ROAD FOR 8.0 MILES
 AW1900'TO A T ROAD RIGHT AND POINT WHERE MAIN ROAD TURNS RIGHT.  TURN
 AW1900'RIGHT AND GO WEST FOR 1.0 MILE TO A T ROAD LEFT AND STATION
 AW1900'ON RIGHT AS DESCRIBED, TURN LEFT AND GO SOUTH ON MAIN ROAD
 AW1900'FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 AW1900'
 AW1900'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AW1900
 AW1900                          STATION RECOVERY (1954)
 AW1900
 AW1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW1900'8.45 MILES NORTH ALONG THE KATY AND HOCKLEY ROAD FROM THE
 AW1900'MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY,
 AW1900'200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE,
 AW1900'113 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 AW1900'14 FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 AW1900'SOUTH, 14 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 AW1900'POST, 30 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 AW1900'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 AW1900'POST WHICH IS FLUSH WITH THE GROUND, STAMPED PAVLICEK 1952.
 AW1900'
 AW1900'BENCH MARK 221 (U.S.E.) IS USED AS PAVLICEK R.M. 1.  IT IS
 AW1900'88.0 FEET SOUTH OF TRIANGULATION STATION PAVLICEK 1952, 25
 AW1900'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 8 FEET
 AW1900'WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2 FEET NORTH
 AW1900'OF A POWER POLE, A U.S.E. DISK SET IN THE TOP OF A CONCRETE
 AW1900'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED B L 221.
 AW1900'
 AW1900'PAVLICEK R.M. 2 IS 244.0 FEET SOUTHWEST OF TRIANGULATION
 AW1900'STATION PAVLICEK 1952, 200 FEET WEST OF THE CENTER LINE
 AW1900'OF THE KATY AND HOCKLEY ROAD, 26 FEET NORTH OF THE CENTER
 AW1900'LINE OF SHARP ROAD, 2 FEET SOUTHEAST OF A FENCE CORNER, A
 AW1900'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW1900'IS FLUSH WITH THE GROUND, STAMPED PAVLICEK NO 2 1952.
 AW1900'
 AW1900'BENCH MARK 220 (U.S.E.) IS USED AS THE AZIMUTH MARK FOR THIS
 AW1900'STATION, IT IS 0.5 MILE SOUTH OF TRIANGULATION STATION PAVLICEK
 AW1900'1952, 300 FEET SOUTH OF A FARMHOUSE, 29 FEET WEST OF THE CENTER
 AW1900'LINE OF A ROAD, 3 FEET EAST OF A TELEPHONE POLE, 2.7 FEET EAST
 AW1900'OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, A U.S.E. DISK
 AW1900'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 AW1900'ABOVE THE GROUND, STAMPED B L 220.
 AW1900
 AW1900                          STATION RECOVERY (1971)
 AW1900
 AW1900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (KDC)
 AW1900'LAND IN AREA HAS BEEN DISTURBED, MARK MAY BE COVERED WITH
 AW1900'DIRT OR DESTROYED.
 AW1900'
 AW1900'PAVLICEK R.M. 2--GROUND IN AREA HAS BEEN DISTURBED, MARK MAY BE
 AW1900'COVERED OR DESTROYED.
 AW1900
 AW1900                          STATION RECOVERY (1973)
 AW1900
 AW1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1900'8.1 MI N FROM KATY.
 AW1900'ABOUT 8.1 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW1900'HIGHWAY 90 AND AVENUE D, AT THE JUNCTION OF KATY-HOCKLEY RD. AND SHARP
 AW1900'RD., 115 FEET NORTH OF THE CENTER LINE OF THE JUNCTION, 48 1/2 FEET
 AW1900'EAST OF THE NORTHEAST CORNER OF A HOUSE, 12.3 FEET SOUTH OF A FENCE, 1
 AW1900'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AW1900'POST FLUSH WITH THE GROUND.
 AW1900
 AW1900                          STATION RECOVERY (1978)
 AW1900
 AW1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1900'RECOVERED IN GOOD CONDITION.
 AW1900
 AW1900                          STATION RECOVERY (1986)
 AW1900
 AW1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1900'RECOVERED IN GOOD CONDITION.
 AW1900
 AW1900                          STATION RECOVERY (1987)
 AW1900
 AW1900'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1900'RECOVERED IN GOOD CONDITION.
 AW1900
 AW1900                          STATION RECOVERY (1987)
 AW1900
 AW1900'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1900'RECOVERED IN GOOD CONDITION.
 AW1900
 AW1900                          STATION RECOVERY (1987)
 AW1900
 AW1900'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1910 ***********************************************************************
 AW1910  DESIGNATION -  PAVLICEK RM 2
 AW1910  PID         -  AW1910
 AW1910  STATE/COUNTY-  TX/HARRIS
 AW1910  USGS QUAD   -  WARREN LAKE (1980)
 AW1910
 AW1910                         *CURRENT SURVEY CONTROL
 AW1910  ___________________________________________________________________
 AW1910* NAD 83(1986)-  29 54 15.     (N)    095 49 27.     (W)     SCALED    
 AW1910* NAVD 88     -        50.97   (+/-2cm)     167.2    (feet)  VERTCON   
 AW1910  ___________________________________________________________________
 AW1910  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW1910
 AW1910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1910
 AW1910.The horizontal coordinates were scaled from a topographic map and have
 AW1910.an estimated accuracy of +/- 6 seconds.
 AW1910
 AW1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1910.The vertical order pertains to the NGVD 29 superseded value.
 AW1910
 AW1910.The geoid height was determined by GEOID03.
 AW1910
 AW1910;                    North         East    Units  Estimated Accuracy
 AW1910;SPC TXSC     - 4,233,670.      906,650.      MT  (+/- 180 meters Scaled)
 AW1910
 AW1910                          SUPERSEDED SURVEY CONTROL
 AW1910
 AW1910  NGVD 29 (??/??/92)   50.956  (m)          167.18   (f) ADJ UNCH    2 0
 AW1910
 AW1910.Superseded values are not recommended for survey control.
 AW1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1910.See file dsdata.txt to determine how the superseded data were derived.
 AW1910
 AW1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP272115(NAD 83)
 AW1910_MARKER: DR = REFERENCE MARK DISK
 AW1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1910_STAMPING: PAVLICEK NO 2 1952
 AW1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1910+STABILITY: SURFACE MOTION
 AW1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1910+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW1910
 AW1910  HISTORY     - Date     Condition        Report By
 AW1910  HISTORY     - 1952     MONUMENTED       CGS
 AW1910  HISTORY     - 1973     GOOD             NGS
 AW1910  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1910  HISTORY     - 1987     GOOD             USPSQD
 AW1910  HISTORY     - 1987     GOOD             USPSQD
 AW1910  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 AW1910  HISTORY     - 20041013 GOOD             USPSQD
 AW1910  HISTORY     - 20051026 GOOD             USPSQD
 AW1910
 AW1910                          STATION DESCRIPTION
 AW1910
 AW1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1910'8.1 MI N FROM KATY.
 AW1910'ABOUT 8.1 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW1910'HIGHWAY 90 AND AVENUE D, ABOUT 250 FEET SOUTHWEST OF TRIANGULATION
 AW1910'STATION PAVLICEK 1952, 122 FEET WEST OF THE CENTER LINE OF THE
 AW1910'JUNCTION OF KATY-HOCKLEY RD. AND SHARP RD., 117 FEET EAST OF A POWER
 AW1910'POLE, 30 1/2 FEET NORTH OF THE CENTER LINE OF SHARP RD., 1/2-FOOT
 AW1910'SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW1910'CONCRETE POST PROJECTING 1.4 FEET.
 AW1910
 AW1910                          STATION RECOVERY (1978)
 AW1910
 AW1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1910'NOT RECOVERED.
 AW1910
 AW1910                          STATION RECOVERY (1987)
 AW1910
 AW1910'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1910'RECOVERED IN GOOD CONDITION.
 AW1910
 AW1910                          STATION RECOVERY (1987)
 AW1910
 AW1910'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1910'RECOVERED IN GOOD CONDITION.
 AW1910
 AW1910                          STATION RECOVERY (1993)
 AW1910
 AW1910'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1910'MARK NOT FOUND.
 AW1910
 AW1910                          STATION RECOVERY (2004)
 AW1910
 AW1910'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1910'NO WITNESS POST.
 AW1910
 AW1910                          STATION RECOVERY (2005)
 AW1910
 AW1910'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1910'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2194 ***********************************************************************
 AN2194  DESIGNATION -  PAWNEE
 AN2194  PID         -  AN2194
 AN2194  STATE/COUNTY-  TX/BEE
 AN2194  USGS QUAD   -  MONTEOLA (1987)
 AN2194
 AN2194                         *CURRENT SURVEY CONTROL
 AN2194  ___________________________________________________________________
 AN2194* NAD 83(1993)-  28 38 44.50472(N)    097 57 53.72262(W)     ADJUSTED  
 AN2194* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 AN2194  ___________________________________________________________________
 AN2194  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AN2194  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AN2194
 AN2194  HORZ ORDER  -  FIRST
 AN2194
 AN2194.The horizontal coordinates were established by classical geodetic methods
 AN2194.and adjusted by the National Geodetic Survey in February 1996..
 AN2194
 AN2194.The orthometric height was scaled from a topographic map.
 AN2194
 AN2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2194
 AN2194.The geoid height was determined by GEOID03.
 AN2194
 AN2194;                    North         East     Units Scale Factor Converg.
 AN2194;SPC TXSC     - 4,090,481.250   701,190.889   MT  0.99993504   +0 30 25.6
 AN2194;SPC TXSC     -13,420,187.23  2,300,490.44   sFT  0.99993504   +0 30 25.6
 AN2194;UTM  14      - 3,169,170.857   601,161.300   MT  0.99972629   +0 29 46.5
 AN2194
 AN2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2194!SPC TXSC     -   0.99997964  x   0.99993504  =   0.99991469
 AN2194!UTM  14      -   0.99997964  x   0.99972629  =   0.99970594
 AN2194
 AN2194|---------------------------------------------------------------------|
 AN2194| PID    Reference Object                     Distance      Geod. Az  |
 AN2194|                                                           dddmmss.s |
 AN2194| CV5066 PAWNEE RM 1                          32.312 METERS 18514     |
 AN2194| AN2191 PAWNEE LUTHERAN CHURCH SPIRE        APPROX. 3.4 KM 2754027.1 |
 AN2194| AO0559 PAWNEE METHODIST CHURCH SPIRE       APPROX. 3.9 KM 2813539.0 |
 AN2194| CV5067 PAWNEE RM 2                          23.241 METERS 30900     |
 AN2194| CV5065 PAWNEE AZ MK                                       3410434.0 |
 AN2194|---------------------------------------------------------------------|
 AN2194
 AN2194                          SUPERSEDED SURVEY CONTROL
 AN2194
 AN2194  NAD 83(1986)-  28 38 44.50937(N)    097 57 53.70353(W) AD(       ) 1
 AN2194  NAD 27      -  28 38 43.55700(N)    097 57 52.69400(W) AD(       ) 1
 AN2194
 AN2194.Superseded values are not recommended for survey control.
 AN2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2194.See file dsdata.txt to determine how the superseded data were derived.
 AN2194
 AN2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS0116169171(NAD 83)
 AN2194_MARKER: DS = TRIANGULATION STATION DISK
 AN2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2194_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2194
 AN2194  HISTORY     - Date     Condition        Report By
 AN2194  HISTORY     - 1952     MONUMENTED       CGS
 AN2194  HISTORY     - 1953     GOOD             CGS
 AN2194
 AN2194                          STATION DESCRIPTION
 AN2194
 AN2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2194'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF PETTUS,
 AN2194'2-1/2 MILES EAST OF PAWNEE, 60 FEET SOUTHEAST OF A FENCE
 AN2194'CORNER, 5 FEET EAST OF A WITNESS POST, AND ON THE WEST EDGE
 AN2194'OF A BRUSH-COVERED RIDGE ON LAND OWNED BY MR. WALTER SCHROEDER.
 AN2194'
 AN2194'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 673
 AN2194'AND 798 AT THE NORTHWEST CORNER OF THE SCHOOL HOUSE IN PAWNEE.
 AN2194'GO EAST ON FARM ROAD 798 FOR 2.1 MILES TO A CROSS ROAD.
 AN2194'CONTINUE EAST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AN2194'CONTINUE EAST FOR 0.3 MILE TO A T-ROAD RIGHT, TURN RIGHT AND
 AN2194'GO SOUTH FOR 0.35 MILE TO A GATE, PASS THROUGH THE GATE AND
 AN2194'GO WEST ALONG THE SOUTH SIDE OF A FENCE FOR 0.25 MILE TO A
 AN2194'FENCE CORNER AND THE STATION ON THE LEFT.
 AN2194'
 AN2194'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AN2194'CYLINDERS.
 AN2194'
 AN2194'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 AN2194'PAWNEE 1952.
 AN2194'
 AN2194'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF A FENCE CORNER AND 15
 AN2194'FEET SOUTH OF A TRACK ROAD.  THE MARK PROJECTS 6 INCHES, AND
 AN2194'THE DISK IS STAMPED PAWNEE NO 1 1952.
 AN2194'
 AN2194'REFERENCE MARK NO. 2 IS 5 FEET SOUTH OF A FENCE CORNER AND 1
 AN2194'FOOT NORTHWEST OF A TRACK ROAD.  THE MARK PROJECTS 4 INCHES,
 AN2194'AND THE DISK IS STAMPED PAWNEE NO 2 1952.
 AN2194'
 AN2194'THE AZIMUTH MARK IS 41 FEET NORTH OF THE APPROXIMATE CENTER
 AN2194'OF FARM ROAD 798, 3 FEET WEST OF A WITNESS POST, AND 2 FEET
 AN2194'SOUTHEAST OF A GATE.  THE MARK PROJECTS 2 INCHES, AND THE
 AN2194'DISK IS STAMPED PAWNEE 1952.
 AN2194
 AN2194                          STATION RECOVERY (1953)
 AN2194
 AN2194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2194'THE STATION WAS RECOVERED, ALL MARKS WERE FOUND IN GOOD
 AN2194'CONDITION AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0557 ***********************************************************************
 AO0557  DESIGNATION -  PAWNEE CATHOLIC CHURCH CUPOLA
 AO0557  PID         -  AO0557
 AO0557  STATE/COUNTY-  TX/BEE
 AO0557  USGS QUAD   -  PAWNEE (1965)
 AO0557
 AO0557                         *CURRENT SURVEY CONTROL
 AO0557  ___________________________________________________________________
 AO0557* NAD 83(1993)-  28 39 28.38554(N)    098 00 13.19613(W)     ADJUSTED  
 AO0557* NAVD 88     -                                                        
 AO0557  ___________________________________________________________________
 AO0557  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AO0557  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AO0557
 AO0557  HORZ ORDER  -  THIRD
 AO0557
 AO0557.The horizontal coordinates were established by classical geodetic methods
 AO0557.and adjusted by the National Geodetic Survey in February 1996..
 AO0557
 AO0557
 AO0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0557
 AO0557.The geoid height was determined by GEOID03.
 AO0557
 AO0557;                    North         East     Units Scale Factor Converg.
 AO0557;SPC TXSC     - 4,091,799.137   697,391.928   MT  0.99993252   +0 29 17.2
 AO0557;SPC TXSC     -13,424,511.00  2,288,026.68   sFT  0.99993252   +0 29 17.2
 AO0557;UTM  14      - 3,170,489.164   597,363.388   MT  0.99971699   +0 28 40.3
 AO0557
 AO0557                          SUPERSEDED SURVEY CONTROL
 AO0557
 AO0557  NAD 83(1986)-  28 39 28.39004(N)    098 00 13.17649(W) AD(       ) 4
 AO0557  NAD 27      -  28 39 27.44000(N)    098 00 12.16400(W) AD(       ) 3
 AO0557
 AO0557.Superseded values are not recommended for survey control.
 AO0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0557.See file dsdata.txt to determine how the superseded data were derived.
 AO0557
 AO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9736370489(NAD 83)
 AO0557_MARKER: 86 = CUPOLA
 AO0557
 AO0557  HISTORY     - Date     Condition        Report By
 AO0557  HISTORY     - 1952     FIRST OBSERVED   CGS
 AO0557
 AO0557                          STATION DESCRIPTION
 AO0557
 AO0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0557'LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF STATE
 AO0557'ROUTE 72 AND FARM ROAD 673 IN PAWNEE.  THE BELFRY HAS A
 AO0557'HEMISPHERICAL TOP PAINTED RED AND SURMOUNTED BY A WHITE
 AO0557'CROSS.  IT IS ON THE EAST END OF THE STUCCO CHURCH BUILDING
 AO0557'AND IS ABOUT 40 FEET HIGH.  THE TOP-CENTER OF THE CUPOLA
 AO0557'WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2191 ***********************************************************************
 AN2191  DESIGNATION -  PAWNEE LUTHERAN CHURCH SPIRE
 AN2191  PID         -  AN2191
 AN2191  STATE/COUNTY-  TX/BEE
 AN2191  USGS QUAD   -  MONTEOLA (1987)
 AN2191
 AN2191                         *CURRENT SURVEY CONTROL
 AN2191  ___________________________________________________________________
 AN2191* NAD 83(1993)-  28 38 55.35344(N)    097 59 57.67984(W)     ADJUSTED  
 AN2191* NAVD 88     -                                                        
 AN2191  ___________________________________________________________________
 AN2191  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AN2191  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AN2191
 AN2191  HORZ ORDER  -  THIRD
 AN2191
 AN2191.The horizontal coordinates were established by classical geodetic methods
 AN2191.and adjusted by the National Geodetic Survey in February 1996..
 AN2191
 AN2191
 AN2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2191
 AN2191.The geoid height was determined by GEOID03.
 AN2191
 AN2191;                    North         East     Units Scale Factor Converg.
 AN2191;SPC TXSC     - 4,090,785.908   697,821.929   MT  0.99993441   +0 29 24.8
 AN2191;SPC TXSC     -13,421,186.77  2,289,437.45   sFT  0.99993441   +0 29 24.8
 AN2191;UTM  14      - 3,169,476.076   597,793.113   MT  0.99971802   +0 28 47.2
 AN2191
 AN2191                          SUPERSEDED SURVEY CONTROL
 AN2191
 AN2191  NAD 83(1986)-  28 38 55.35802(N)    097 59 57.66023(W) AD(       ) 4
 AN2191  NAD 27      -  28 38 54.40700(N)    097 59 56.64800(W) AD(       ) 3
 AN2191
 AN2191.Superseded values are not recommended for survey control.
 AN2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2191.See file dsdata.txt to determine how the superseded data were derived.
 AN2191
 AN2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9779369476(NAD 83)
 AN2191_MARKER: 90 = CHURCH SPIRE
 AN2191
 AN2191  HISTORY     - Date     Condition        Report By
 AN2191  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2191
 AN2191                          STATION DESCRIPTION
 AN2191
 AN2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2191'LOCATED IN THE EXTREME SOUTHEAST PART OF PAWNEE.  STATION IS
 AN2191'THE TOP-CENTER OF THE SHARP-POINTED SPIRE WHICH IS ON THE WEST
 AN2191'END OF A ONE-STORY FRAME BUILDING.  THE BUILDING HAS A METAL
 AN2191'ROOF AND THE SPIRE IS ABOUT 40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0559 ***********************************************************************
 AO0559  DESIGNATION -  PAWNEE METHODIST CHURCH SPIRE
 AO0559  PID         -  AO0559
 AO0559  STATE/COUNTY-  TX/BEE
 AO0559  USGS QUAD   -  PAWNEE (1965)
 AO0559
 AO0559                         *CURRENT SURVEY CONTROL
 AO0559  ___________________________________________________________________
 AO0559* NAD 83(1993)-  28 39 09.95073(N)    098 00 14.44007(W)     ADJUSTED  
 AO0559* NAVD 88     -                                                        
 AO0559  ___________________________________________________________________
 AO0559  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AO0559  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AO0559
 AO0559  HORZ ORDER  -  THIRD
 AO0559
 AO0559.The horizontal coordinates were established by classical geodetic methods
 AO0559.and adjusted by the National Geodetic Survey in February 1996..
 AO0559
 AO0559
 AO0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0559
 AO0559.The geoid height was determined by GEOID03.
 AO0559
 AO0559;                    North         East     Units Scale Factor Converg.
 AO0559;SPC TXSC     - 4,091,231.371   697,362.985   MT  0.99993358   +0 29 16.6
 AO0559;SPC TXSC     -13,422,648.26  2,287,931.73   sFT  0.99993358   +0 29 16.6
 AO0559;UTM  14      - 3,169,921.526   597,334.349   MT  0.99971692   +0 28 39.4
 AO0559
 AO0559                          SUPERSEDED SURVEY CONTROL
 AO0559
 AO0559  NAD 83(1986)-  28 39 09.95525(N)    098 00 14.42038(W) AD(       ) 4
 AO0559  NAD 27      -  28 39 09.00500(N)    098 00 13.41000(W) AD(       ) 3
 AO0559
 AO0559.Superseded values are not recommended for survey control.
 AO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0559.See file dsdata.txt to determine how the superseded data were derived.
 AO0559
 AO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9733469922(NAD 83)
 AO0559_MARKER: 90 = CHURCH SPIRE
 AO0559
 AO0559  HISTORY     - Date     Condition        Report By
 AO0559  HISTORY     - 1952     FIRST OBSERVED   CGS
 AO0559
 AO0559                          STATION DESCRIPTION
 AO0559
 AO0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0559'LOCATED IN THE CENTRAL PART OF PAWNEE, 0.1 MILE WEST OF THE
 AO0559'JUNCTION OF FARM ROADS 673 AND 758.  STATION IS THE TOP-CENTER
 AO0559'OF THE SHARP POINTED SPIRE ON THE SOUTH SIDE OF THE SMALL,
 AO0559'FRAME CHURCH BUILDING.  THE SPIRE IS ABOUT 25 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0604 ***********************************************************************
 AZ0604  DESIGNATION -  PAWO
 AZ0604  PID         -  AZ0604
 AZ0604  STATE/COUNTY-  TX/KINNEY
 AZ0604  USGS QUAD   -  TURKEY MOUNTAIN (1974)
 AZ0604
 AZ0604                         *CURRENT SURVEY CONTROL
 AZ0604  ___________________________________________________________________
 AZ0604* NAD 83(1993)-  29 15 30.85017(N)    100 13 55.99920(W)     ADJUSTED  
 AZ0604* NAVD 88     -       363.93   (+/-2cm)    1194.0    (feet)  VERTCON   
 AZ0604  ___________________________________________________________________
 AZ0604  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AZ0604  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0604
 AZ0604  HORZ ORDER  -  FIRST
 AZ0604  VERT ORDER  -  THIRD ? (See Below)
 AZ0604
 AZ0604.The horizontal coordinates were established by classical geodetic methods
 AZ0604.and adjusted by the National Geodetic Survey in February 1996..
 AZ0604
 AZ0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0604.The vertical order pertains to the NGVD 29 superseded value.
 AZ0604
 AZ0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0604
 AZ0604.The geoid height was determined by GEOID03.
 AZ0604
 AZ0604;                    North         East     Units Scale Factor Converg.
 AZ0604;SPC TXSC     - 4,158,584.687   480,252.153   MT  0.99986412   -0 36 13.3
 AZ0604;SPC TXSC     -13,643,623.26  1,575,627.27   sFT  0.99986412   -0 36 13.3
 AZ0604;UTM  14      - 3,237,262.735   380,276.715   MT  0.99977687   -0 36 08.4
 AZ0604
 AZ0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0604!SPC TXSC     -   0.99994639  x   0.99986412  =   0.99981052
 AZ0604!UTM  14      -   0.99994639  x   0.99977687  =   0.99972327
 AZ0604
 AZ0604:                Primary Azimuth Mark                     Grid Az
 AZ0604:SPC TXSC     -  PAWO AZ MK                               111 47 13.9
 AZ0604:UTM  14      -  PAWO AZ MK                               111 47 09.0
 AZ0604
 AZ0604|---------------------------------------------------------------------|
 AZ0604| PID    Reference Object                     Distance      Geod. Az  |
 AZ0604|                                                           dddmmss.s |
 AZ0604| CV5068 PAWO AZ MK                                         1111100.6 |
 AZ0604| CV5069 PAWO RM 1                            31.538 METERS 11205     |
 AZ0604| AZ0621 FORT CLARK POST RADIO MAST          APPROX.19.5 KM 2853724.1 |
 AZ0604| AZ0624 FORT CLARK TANK                     APPROX.19.3 KM 2855143.0 |
 AZ0604| AZ0628 FORT CLARK FLAGPOLE                 APPROX.19.1 KM 2855503.8 |
 AZ0604| AZ0622 BRACKETTVILLE MUNICIPAL TANK        APPROX.18.8 KM 2900824.9 |
 AZ0604| CV5070 PAWO RM 2                            36.255 METERS 35429     |
 AZ0604|---------------------------------------------------------------------|
 AZ0604
 AZ0604                          SUPERSEDED SURVEY CONTROL
 AZ0604
 AZ0604  NAD 83(1986)-  29 15 30.84565(N)    100 13 55.97932(W) AD(       ) 1
 AZ0604  NAD 27      -  29 15 29.99200(N)    100 13 54.72200(W) AD(       ) 1
 AZ0604  NGVD 29 (07/19/86)  363.84   (m)         1193.7    (f) LEVELING    3  
 AZ0604
 AZ0604.Superseded values are not recommended for survey control.
 AZ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0604.See file dsdata.txt to determine how the superseded data were derived.
 AZ0604
 AZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT8027737263(NAD 83)
 AZ0604_MARKER: DS = TRIANGULATION STATION DISK
 AZ0604_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0604
 AZ0604  HISTORY     - Date     Condition        Report By
 AZ0604  HISTORY     - 1935     MONUMENTED       CGS
 AZ0604  HISTORY     - 1937     GOOD             TXHD
 AZ0604  HISTORY     - 1942     GOOD             CGS
 AZ0604  HISTORY     - 1974     MARK NOT FOUND   USGS
 AZ0604
 AZ0604                          STATION DESCRIPTION
 AZ0604
 AZ0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0604'STATION IS LOCATED 12 MILES E OF BRACKETTVILLE, ALONG U.S.
 AZ0604'HIGHWAY 90.
 AZ0604'
 AZ0604'STATION AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS WEDGED
 AZ0604'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 AZ0604'
 AZ0604'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 AZ0604'
 AZ0604'REFERENCE MARK NO. 1 IS E OF STATION, SET IN A CIRCULAR MASS
 AZ0604'OF CONCRETE 2 FEET IN DIAMETER AND 2-1/2 FEET S OF S RIGHT-OF-WAY
 AZ0604'FENCE.
 AZ0604'
 AZ0604'REFERENCE MARK NO. 2 IS NW OF STATION, 7 FEET S OF N RIGHT-OF-WAY
 AZ0604'FENCE OF U.S. HIGHWAY 90, 45 FEET N OF CENTER LINE OF HIGHWAY
 AZ0604'AND 7 FEET SE OF RIGHT-OF-WAY MARKER NO. P.C. 1602+13.8.
 AZ0604'
 AZ0604'AZIMUTH MARK IS E 1.65 MILES OF STATION, SET 1 FOOT S OF N
 AZ0604'RIGHT-OF-WAY FENCE LINE, 3 FEET SW OF RIGHT-OF-WAY MARKER NO.
 AZ0604'1609.
 AZ0604'
 AZ0604'STATION IS REACHED FROM THE GATEWAY TO FORT CLARK AND U.S. HIGHWAY
 AZ0604'90 BY GOING E ON SAID HIGHWAY 12.0 MILES TO TOP OF RIDGE AND
 AZ0604'MARK WHICH IS 60 FEET S OF CENTER LINE OF HIGHWAY 8.5 FEET S
 AZ0604'OF S RIGHT-OF-WAY FENCE LINE, SET ON THE EXTENSION OF THE S
 AZ0604'RIGHT-OF-WAY FENCE TANGENT TO THE EASTWARD.
 AZ0604'
 AZ0604'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AZ0604
 AZ0604                          STATION RECOVERY (1937)
 AZ0604
 AZ0604'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AZ0604'ORIGINAL DESCRIPTION IS SATISFACTORY.  REFERENCE MARKS WERE
 AZ0604'RECOVERED AND FOUND TO BE IN GOOD CONDITION, BUT I WAS UNABLE TO
 AZ0604'LOCATE STATION MARK.
 AZ0604
 AZ0604                          STATION RECOVERY (1942)
 AZ0604
 AZ0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EBP)
 AZ0604'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 AZ0604'CONDITION.  STATION MARK IS CEMENTED IN BEDROCK ABOUT 1 FOOT
 AZ0604'BELOW THE SURFACE.  A 2-FOOT ROCK CAIRN WAS BUILT OVER THE
 AZ0604'STATION MARK.
 AZ0604
 AZ0604                          STATION RECOVERY (1974)
 AZ0604
 AZ0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CUB)
 AZ0604'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE SEARCHED
 AZ0604'FOR AND NOT FOUND.  REFERENCE MARKS AND AZIMUTH MARK PROBABLY
 AZ0604'DESTROYED BY ROAD CONSTRUCTION AS DESCRIPTION PLACES THESE
 AZ0604'MARKS 15 TO 20 FEET INSIDE HWY. R.O.W.  SINCE STATION MARK IS
 AZ0604'1 FOOT BELOW GROUND SURFACE IT IS PROBABLY O.K. BUT NO WAY TO
 AZ0604'RECOVER DURING NORMAL 371 OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2610 ***********************************************************************
 BY2610  DESIGNATION -  PAXTON
 BY2610  PID         -  BY2610
 BY2610  STATE/COUNTY-  TX/SHELBY
 BY2610  USGS QUAD   -  TENAHA EAST (1984)
 BY2610
 BY2610                         *CURRENT SURVEY CONTROL
 BY2610  ___________________________________________________________________
 BY2610* NAD 83(1993)-  31 56 53.19024(N)    094 09 54.01387(W)     ADJUSTED  
 BY2610* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 BY2610  ___________________________________________________________________
 BY2610  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 BY2610  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BY2610
 BY2610  HORZ ORDER  -  SECOND
 BY2610
 BY2610.The horizontal coordinates were established by classical geodetic methods
 BY2610.and adjusted by the National Geodetic Survey in February 1996..
 BY2610
 BY2610.The orthometric height was scaled from a topographic map.
 BY2610
 BY2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2610
 BY2610.The geoid height was determined by GEOID03.
 BY2610
 BY2610;                    North         East     Units Scale Factor Converg.
 BY2610;SPC TX C     - 3,269,088.150 1,282,904.569   MT  1.00001804   +3 10 37.4
 BY2610;SPC TX C     -10,725,333.37  4,208,996.07   sFT  1.00001804   +3 10 37.4
 BY2610;SPC TXNC     - 2,039,666.147 1,009,764.764   MT  1.00005645   +2 21 51.4
 BY2610;SPC TXNC     - 6,691,804.68  3,312,869.90   sFT  1.00005645   +2 21 51.4
 BY2610;SPC LA N     -   161,768.011   842,599.602   MT  0.99991488   -0 52 49.0
 BY2610;SPC LA N     -   530,733.88  2,764,428.86   sFT  0.99991488   -0 52 49.0
 BY2610;UTM  15      - 3,535,276.308   389,893.865   MT  0.99974951   -0 36 59.5
 BY2610
 BY2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2610!SPC TX C     -   0.99998778  x   1.00001804  =   1.00000582
 BY2610!SPC TXNC     -   0.99998778  x   1.00005645  =   1.00004423
 BY2610!SPC LA N     -   0.99998778  x   0.99991488  =   0.99990266
 BY2610!UTM  15      -   0.99998778  x   0.99974951  =   0.99973729
 BY2610
 BY2610|---------------------------------------------------------------------|
 BY2610| PID    Reference Object                     Distance      Geod. Az  |
 BY2610|                                                           dddmmss.s |
 BY2610| CV8979 PAXTON RM 1                          16.239 METERS 02058     |
 BY2610| CV8978 PAXTON AZ MK                                       1363635.5 |
 BY2610| BY2603 CENTER E L BRUCE CO WATER TANK      APPROX.15.5 KM 1840150.8 |
 BY2610| BY2604 CENTER RADIO STATION KDET MAST      APPROX.17.8 KM 1890134.9 |
 BY2610| BY2608 PAXTON LOOKOUT TOWER 1958            14.762 METERS 26031     |
 BY2610|---------------------------------------------------------------------|
 BY2610
 BY2610                          SUPERSEDED SURVEY CONTROL
 BY2610
 BY2610  NAD 83(1986)-  31 56 53.19926(N)    094 09 54.00638(W) AD(       ) 2
 BY2610  NAD 27      -  31 56 52.59080(N)    094 09 53.30220(W) AD(       ) 2
 BY2610
 BY2610.Superseded values are not recommended for survey control.
 BY2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2610.See file dsdata.txt to determine how the superseded data were derived.
 BY2610
 BY2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR8989435276(NAD 83)
 BY2610_MARKER: DS = TRIANGULATION STATION DISK
 BY2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2610
 BY2610  HISTORY     - Date     Condition        Report By
 BY2610  HISTORY     - 1958     MONUMENTED       CGS
 BY2610  HISTORY     - 1965     GOOD             CGS
 BY2610  HISTORY     - 1982     GOOD             NGS
 BY2610
 BY2610                          STATION DESCRIPTION
 BY2610
 BY2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2610'THE STATION IS LOCATED ON THE SOUTH EDGE OF THE TIMBER LINE
 BY2610'OF A PROMINENT TIMBERED EAST-WEST RIDGE THAT IS COVERED WITH
 BY2610'DENSE TIMBER TO THE NORTH, EAST AND WEST.  ABOUT 10 MILES NORTH
 BY2610'OF CENTER, TEXAS, 6-1/2 MILES WEST-SOUTHWEST OF JOAQUIN, TEXAS,
 BY2610'4-1/2 MILES EAST OF TENAHA, TEXAS AND 0.8 MILE SOUTH-SOUTHEAST OF
 BY2610'THE SMALL VILLAGE OF PAXTON.  IT IS 44 FEET NORTH-NORTHWEST
 BY2610'OF THE APPROXIMATE CENTER OF A BLADED ROAD, 38 FEET EAST OF
 BY2610'THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 20 FEET
 BY2610'NORTH-NORTHWEST OF A FENCE LINE.
 BY2610'
 BY2610'THE STATION MARK, A STANDARD DISK STAMPED PAXTON 1958, IS SET
 BY2610'IN THE TOP OF A 8-INCH CONCRETE POST FLUSH WITH THE SURFACE OF
 BY2610'THE GROUND.
 BY2610'
 BY2610'REFERENCE MARK NO 1, A STANDARD DISK STAMPED PAXTON NO 1 1958,
 BY2610'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH WITH
 BY2610'THE SURFACE OF THE GROUND.  IT IS 56 FEET NORTH-NORTHWEST OF A
 BY2610'FENCE LINE AND 5 FEET EAST OF A GUY WIRE TO THE LOOKOUT TOWER.
 BY2610'
 BY2610'REFERENCE MARK NO 2, A STANDARD DISK STAMPED PAXTON NO 2 1958,
 BY2610'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH WITH
 BY2610'THE SURFACE OF THE GROUND.  IT IS SET IN THE CENTER AND UNDERNEATH
 BY2610'THE LOOKOUT TOWER.  IT IS 45 FEET NORTH-NORTHWEST OF THE
 BY2610'APPROXIMATE CENTER OF A BLADED ROAD.
 BY2610'
 BY2610'THE AZIMUTH MARK, A STANDARD DISK STAMPED PAXTON 1958, IS SET
 BY2610'IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING ABOUT
 BY2610'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 56 FEET
 BY2610'NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 37 FEET
 BY2610'SOUTH-SOUTHWEST OF THE CENTER OF FARM ROAD 416, 2 FEET NORTHWEST
 BY2610'OF A WHITE WITNESS POST AND 1 FOOT NORTH-NORTHEAST OF A FENCE
 BY2610'LINE.
 BY2610'
 BY2610'PAXTON, T.S.F.S.L.O.T., A 4-LEGGED STEEL STRUCTURE WITH A
 BY2610'GLASS ENCLOSED CAB ON TOP, PAINTED GREY.  THE OVERALL HEIGHT
 BY2610'OF THE TOWER IS APPROXIMATELY 120 FEET.
 BY2610'
 BY2610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59, 84
 BY2610'AND 96 IN TENAHA, TEXAS GO EAST ON U.S. HIGHWAY 84 FOR 4.75
 BY2610'MILE TO THE JUNCTION OF FARM ROAD 496 IN THE EAST EDGE OF THE
 BY2610'SMALL VILLAGE OF PAXTON.  TURN RIGHT, SOUTH, ON FARM ROAD 496
 BY2610'AND GO 0.75 MILE TO A CROSSROAD*.  CONTINUE SOUTHEAST ON
 BY2610'FARM ROAD 496 FOR 0.35 MILE TO A FARM HOUSE AND THE AZIMUTH MARK
 BY2610'ON THE RIGHT AS DESCRIBED.  *TURN LEFT AND GO EAST ON A BLADED
 BY2610'ROAD FOR 0.1 MILE TO THE LOOKOUT TOWER AND THE STATION ON THE
 BY2610'LEFT AS DESCRIBED.
 BY2610'
 BY2610'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 BY2610
 BY2610                          STATION RECOVERY (1965)
 BY2610
 BY2610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 BY2610'STATION AND REFERENCE MARKS WERE RECOVERED IN EXCELLENT
 BY2610'CONDITION AS DESCRIBED.
 BY2610
 BY2610                          STATION RECOVERY (1982)
 BY2610
 BY2610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RM)
 BY2610'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BY2610'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 BY2610'
 BY2610'STATION OCCUPIED FOR ASTRO PURPOSES ONLY ON THIS DATE--11-19-82.
 BY2610'STATION MARK BEARS 12 DEGREES 03 MINUTES FROM NORTH IN AZIMUTH AND
 BY2610'11.94 METERS (39.16 FEET) FROM THE ECCENTRIC ASTRO SETUP.
 BY2610'
 BY2610'TO REACH THE STATION FROM JUNCTION U.S. HIGHWAYS 59, 84, AND 96
 BY2610'IN TENAHA, GO EAST ON HIGHWAY 84 FOR 7.4 KM (4.8 MILES) TO FARM
 BY2610'ROAD 699 FOR 1.3 KM (0.8 MILE) TO A CROSSROAD.  TURN LEFT AND GO EAST
 BY2610'ON A SAND ROAD 0.2 KM (0.1 MILE) TO A LOOKOUT TOWER AND STATION ON THE
 BY2610'LEFT.
 BY2610'
 BY2610'THE STATION IS A STANDARD CGS DISK, STAMPED---PAXTON 1958---SET INTO
 BY2610'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 BY2610'LOCATED 11.4 METERS (37.5 FEET) EAST FROM NORTHEAST LEG OF LOOKOUT
 BY2610'TOWER, 6.7 METERS (22.0 FEET) NORTH FROM FENCE CORNER POST, AND 5.9
 BY2610'METERS (19.5 FEET) NORTHWEST FROM FENCELINE.
 BY2610'
 BY2610'REFERENCE MARK NO 1 IS A STANDARD CGS DISK, STAMPED---PAXTON NO 1
 BY2610'1958---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BY2610'GROUND.  REFERENCE MARK NO 1 IS LOCATED 22.3 METERS (73.0 FEET)
 BY2610'NORTHWEST FROM FENCELINE AND 17.1 METERS (56.0 FEET) EAST-NORTHEAST
 BY2610'FROM NORTHEAST LEG OF LOOKOUT TOWER.
 BY2610'
 BY2610'REFERENCE MARK NO 2 IS A STANDARD CGS DISK, STAMPED---PAXTON NO 2
 BY2610'1959---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BY2610'GROUND DIRECTLY BENEATH AND APPROXIMATE CENTER OF LOOKOUT TOWER, AND
 BY2610'0.30 METER (1.0 FOOT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2608 ***********************************************************************
 BY2608  DESIGNATION -  PAXTON LOOKOUT TOWER 1958
 BY2608  PID         -  BY2608
 BY2608  STATE/COUNTY-  TX/SHELBY
 BY2608  USGS QUAD   -  TENAHA EAST (1984)
 BY2608
 BY2608                         *CURRENT SURVEY CONTROL
 BY2608  ___________________________________________________________________
 BY2608* NAD 83(1993)-  31 56 53.11126(N)    094 09 54.56828(W)     ADJUSTED  
 BY2608* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 BY2608  ___________________________________________________________________
 BY2608  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 BY2608  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BY2608
 BY2608  HORZ ORDER  -  THIRD
 BY2608
 BY2608.The horizontal coordinates were established by classical geodetic methods
 BY2608.and adjusted by the National Geodetic Survey in February 1996..
 BY2608
 BY2608.The orthometric height was scaled from a topographic map.
 BY2608
 BY2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2608
 BY2608.The geoid height was determined by GEOID03.
 BY2608
 BY2608;                    North         East     Units Scale Factor Converg.
 BY2608;SPC TX C     - 3,269,084.914 1,282,890.165   MT  1.00001804   +3 10 37.1
 BY2608;SPC TX C     -10,725,322.76  4,208,948.82   sFT  1.00001804   +3 10 37.1
 BY2608;SPC TXNC     - 2,039,663.115 1,009,750.316   MT  1.00005645   +2 21 51.1
 BY2608;SPC TXNC     - 6,691,794.74  3,312,822.50   sFT  1.00005645   +2 21 51.1
 BY2608;SPC LA N     -   161,765.802   842,585.007   MT  0.99991488   -0 52 49.3
 BY2608;SPC LA N     -   530,726.64  2,764,380.98   sFT  0.99991488   -0 52 49.3
 BY2608;UTM  15      - 3,535,274.032   389,879.283   MT  0.99974955   -0 36 59.8
 BY2608
 BY2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2608!SPC TX C     -   0.99998778  x   1.00001804  =   1.00000582
 BY2608!SPC TXNC     -   0.99998778  x   1.00005645  =   1.00004423
 BY2608!SPC LA N     -   0.99998778  x   0.99991488  =   0.99990266
 BY2608!UTM  15      -   0.99998778  x   0.99974955  =   0.99973733
 BY2608
 BY2608                          SUPERSEDED SURVEY CONTROL
 BY2608
 BY2608  NAD 83(1986)-  31 56 53.12027(N)    094 09 54.56079(W) AD(       ) 4
 BY2608  NAD 27      -  31 56 52.51180(N)    094 09 53.85660(W) AD(       ) 3
 BY2608
 BY2608.Superseded values are not recommended for survey control.
 BY2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2608.See file dsdata.txt to determine how the superseded data were derived.
 BY2608
 BY2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR8987935274(NAD 83)
 BY2608_MARKER: 57 = LOOKOUT TOWER
 BY2608
 BY2608  HISTORY     - Date     Condition        Report By
 BY2608  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2608
 BY2608                          STATION DESCRIPTION
 BY2608
 BY2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2608'PAXTON, T.S.F.S.L.O.T., A 4-LEGGED STEEL STRUCTURE WITH A
 BY2608'GLASS ENCLOSED CAB ON TOP, PAINTED GREY.  THE OVERALL HEIGHT
 BY2608'OF THE TOWER IS APPROXIMATELY 120 FEET.
 BY2608'A 4-LEGGED STEEL STRUCTURE WITH A
 BY2608'GLASS ENCLOSED CAB ON TOP, PAINTED GREY.  THE OVERALL HEIGHT
 BY2608'OF THE TOWER IS APPROXIMATELY 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1284 ***********************************************************************
 BZ1284  DESIGNATION -  PAYNE
 BZ1284  PID         -  BZ1284
 BZ1284  STATE/COUNTY-  TX/MCLENNAN
 BZ1284  USGS QUAD   -  CHINA SPRINGS (1975)
 BZ1284
 BZ1284                         *CURRENT SURVEY CONTROL
 BZ1284  ___________________________________________________________________
 BZ1284* NAD 83(1993)-  31 39 53.32080(N)    097 19 37.23369(W)     ADJUSTED  
 BZ1284* NAVD 88     -       199.3    (meters)     654.     (feet)  VERTCON   
 BZ1284  ___________________________________________________________________
 BZ1284  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 BZ1284  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BZ1284
 BZ1284  HORZ ORDER  -  FIRST
 BZ1284
 BZ1284.The horizontal coordinates were established by classical geodetic methods
 BZ1284.and adjusted by the National Geodetic Survey in February 1996..
 BZ1284
 BZ1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1284
 BZ1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1284
 BZ1284.The geoid height was determined by GEOID03.
 BZ1284
 BZ1284;                    North         East     Units Scale Factor Converg.
 BZ1284;SPC TX C     - 3,225,362.702   985,056.227   MT  0.99994860   +1 32 54.4
 BZ1284;SPC TX C     -10,581,877.46  3,231,805.30   sFT  0.99994860   +1 32 54.4
 BZ1284;SPC TXNC     - 2,000,415.376   711,256.681   MT  1.00016266   +0 38 23.1
 BZ1284;SPC TXNC     - 6,563,029.45  2,333,514.63   sFT  1.00016266   +0 38 23.1
 BZ1284;UTM  14      - 3,504,499.311   658,605.271   MT  0.99991026   +0 52 42.3
 BZ1284
 BZ1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1284!SPC TX C     -   0.99997302  x   0.99994860  =   0.99992162
 BZ1284!SPC TXNC     -   0.99997302  x   1.00016266  =   1.00013568
 BZ1284!UTM  14      -   0.99997302  x   0.99991026  =   0.99988328
 BZ1284
 BZ1284|---------------------------------------------------------------------|
 BZ1284| PID    Reference Object                     Distance      Geod. Az  |
 BZ1284|                                                           dddmmss.s |
 BZ1284| CV5072 PAYNE RM 1                           35.113 METERS 04939     |
 BZ1284| BZ1245 WEST STANDPIPE                      APPROX.26.8 KM 0552924.7 |
 BZ1284| BZ1249 WEST TANK ON TOP COTTON MILL        APPROX.27.0 KM 0555738.8 |
 BZ1284| BZ1250 WEST BRAZOS VAL COTTON MILL TK      APPROX.27.0 KM 0560130.6 |
 BZ1284| CV5073 PAYNE RM 2                           24.580 METERS 10910     |
 BZ1284| BZ1265 WACO TEX PWR AND LT CO STACK        APPROX.22.7 KM 1204310.4 |
 BZ1284| BZ1283 WACO AMICABLE CEN ELEV SHAFT        APPROX.22.0 KM 1224716.1 |
 BZ1284| BZ1276 WACO AMICABLE BUILDING FLAG         APPROX.22.0 KM 1224819.6 |
 BZ1284| BZ1270 WACO TEXAS WATER CO SOUTH TANK      APPROX.19.2 KM 1313414.2 |
 BZ1284| BZ1326 MOODY WATER TANK                    APPROX.39.7 KM 1841259.8 |
 BZ1284| CV5071 PAYNE AZ MK                                        1850601.1 |
 BZ1284| BZ1327 MC GREGOR OLD FAIRGRD PAVILION      APPROX.23.2 KM 2005213.1 |
 BZ1284| BZ1287 DELMORE RANCH TALL WHITE SILO       APPROX. 7.4 KM 2382154.7 |
 BZ1284| BZ1288 DELMORE RANCH LOW SILO              APPROX. 7.4 KM 2382630.8 |
 BZ1284| BZ1295 GREENOCK                            APPROX.13.9 KM 3421806.4 |
 BZ1284|---------------------------------------------------------------------|
 BZ1284
 BZ1284                          SUPERSEDED SURVEY CONTROL
 BZ1284
 BZ1284  NAD 83(1986)-  31 39 53.33051(N)    097 19 37.21359(W) AD(       ) 1
 BZ1284  NAD 27      -  31 39 52.74900(N)    097 19 36.17200(W) AD(       ) 1
 BZ1284  NGVD 29 (07/19/86)  199.2    (m)          654.     (f) VERT ANG       
 BZ1284
 BZ1284.Superseded values are not recommended for survey control.
 BZ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1284.See file dsdata.txt to determine how the superseded data were derived.
 BZ1284
 BZ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA5860504499(NAD 83)
 BZ1284_MARKER: DS = TRIANGULATION STATION DISK
 BZ1284_SETTING: 0 = UNSPECIFIED SETTING
 BZ1284
 BZ1284  HISTORY     - Date     Condition        Report By
 BZ1284  HISTORY     - 1919     MONUMENTED       CGS
 BZ1284  HISTORY     - 1935     GOOD             CGS
 BZ1284  HISTORY     - 1937     GOOD             TXHD
 BZ1284  HISTORY     - 1940     GOOD             TSI
 BZ1284  HISTORY     - 1944     GOOD             CGS
 BZ1284  HISTORY     - 1955     GOOD             CGS
 BZ1284  HISTORY     - 1963     GOOD             CGS
 BZ1284
 BZ1284                          STATION DESCRIPTION
 BZ1284
 BZ1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1284'STATION IS ABOUT 3/4 MILE NW OF CHINA SPRING, 1/2 MILE NE OF
 BZ1284'THE CHINA SPRING-VALLEY MILLS ROAD, ON TOP OF A HILL IN
 BZ1284'CULTIVATED FIELD BELONGING TO G.W. PAYNE.  STATION IS ABOUT 1/4
 BZ1284'MILE NNW OF PAYNES HOUSE, IN CORNER OF FIELD, 5 METERS (16 FEET)
 BZ1284'S OF WIRE FENCE AND FARM OF GEORGE HARRIS, AND 6 METERS
 BZ1284'(20 FEET) E OF WIRE FENCE AND FARM OF NED MURRAY.
 BZ1284'
 BZ1284'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 BZ1284'SET IN CONCRETE.
 BZ1284'
 BZ1284'REFERENCE MARK IS 35.10 METERS (115.2 FEET) FROM STATION
 BZ1284'N 49 DEG 39 MIN E.  IT IS ALONGSIDE WIRE FENCE ON
 BZ1284'DIVIDING LINE BETWEEN FARMS OF NED MURRAY AND GEORGE HARRIS.
 BZ1284'
 BZ1284'AZIMUTH FROM STATION TO CHINA SPRING, CHURCH, DISTANT 1.4
 BZ1284'MILES, IS 316 DEG 12 MIN 04 SEC.
 BZ1284
 BZ1284                          STATION RECOVERY (1935)
 BZ1284
 BZ1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1284'STATION FOUND AS DESCRIBED AND IS IN EXCELLENT CONDITION.
 BZ1284'THE REFERENCE MARK WAS FOUND AS DESCRIBED AND IS LIKEWISE
 BZ1284'IN EXCELLENT CONDITION.  STATION IS IN THE NE FENCE CORNER OF
 BZ1284'MR. PAYNES FIELD, 19.25 FEET FROM THE N-S FENCE, AND 16.5 FEET
 BZ1284'FROM THE E-W FENCE.
 BZ1284'
 BZ1284'TO REACH STATION FROM CHINA SPRING, GO ALONG THE CHINA
 BZ1284'SPRING-VALLEY MILLS ROAD FOR 1.85 MILES FROM THE POST OFFICE
 BZ1284'AT CHINA SPRING TO A WOODEN BRIDGE ON THE ROAD.  THIS IS AS
 BZ1284'CLOSE AS IT IS POSSIBLE TO GET TO THE STATION IN AN AUTOMOBILE.
 BZ1284'AT THIS POINT THERE IS A N-S FENCE THAT INTERSECTS THE ROAD
 BZ1284'FENCE ABOUT IN THE CENTER OF THIS WOODEN BRIDGE.  FOLLOW
 BZ1284'THIS FENCE N FOR ABOUT 600 METERS TO THE NE CORNER OF MR.
 BZ1284'PAYNES FIELD.  THERE ARE TWO FAIR SIZED MESQUITE TREES IN
 BZ1284'THIS CORNER.  THE REFERENCE MARK IS IN THE NEXT PASTURE N
 BZ1284'ALONG THIS SAME FENCE LINE.
 BZ1284
 BZ1284                          STATION RECOVERY (1937)
 BZ1284
 BZ1284'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1284'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BZ1284'NO ATTEMPT MADE TO RECOVER REFERENCE MARK.
 BZ1284
 BZ1284                          STATION RECOVERY (1940)
 BZ1284
 BZ1284'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 BZ1284'RECOVERED AS DESCRIBED.
 BZ1284
 BZ1284                          STATION RECOVERY (1944)
 BZ1284
 BZ1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1284'STATION AND REFERENCE MARK 1 RECOVERED AND FOUND IN GOOD
 BZ1284'CONDITION.  A NEW REFERENCE MARK, REFERENCE MARK 2, AND
 BZ1284'AN AZIMUTH MARK WERE SET.
 BZ1284'
 BZ1284'STATION IS 16 FEET W OF THE N-S FENCE LINE, 19 FEET S OF
 BZ1284'THE E-W FENCE LINE, AND ABOUT 40 FEET SW OF THE FENCE CORNER.
 BZ1284'THE DISK IS STAMPED PAYNE 1919 AND PROJECTS ABOUT 3 INCHES.
 BZ1284'
 BZ1284'REFERENCE MARK 1 IS E OF THE STATION, ON LAND OWNED BY NED
 BZ1284'MURRAY.  IT IS 1 FOOT S OF THE E-W FENCE LINE AND 99 FEET
 BZ1284'E OF THE N-S FENCE LINE.  THE MARK IS AN 8- BY 8-INCH CONCRETE
 BZ1284'BLOCK WITH A NAIL SET IN THE CENTER, WITH AN ARROW SCRATCHED
 BZ1284'IN THE SURFACE OF THE BLOCK POINTING TO THE STATION.
 BZ1284'
 BZ1284'REFERENCE MARK 2 IS SSE OF THE STATION AND 1 FOOT W OF THE N-S
 BZ1284'FENCE LINE.  IT IS STAMPED PAYNE NO 2 1944 AND PROJECTS ABOUT
 BZ1284'8 INCHES.
 BZ1284'
 BZ1284'AZIMUTH MARK IS ABOUT 0.5 MILE SW OF THE STATION, 25 FEET W
 BZ1284'OF THE CENTER LINE OF THE VALLEY MILLS-CHINA SPRING ROAD,
 BZ1284'AND 100 FEET NE OF THE LAST HOUSE ON THE LEFT BEFORE REACHING
 BZ1284'STATION.  IT IS STAMPED PAYNE 1944 AND PROJECTS ABOUT 3 INCHES.
 BZ1284'TO REACH THE MARK FROM THE STATION, GO SW ACROSS
 BZ1284'FIELD FOR 0.45 MILE TO THE FARMHOUSE ON THE W SIDE OF THE
 BZ1284'ROAD AND MARK.
 BZ1284'
 BZ1284'1935 TO REACH IS SATISFACTORY.
 BZ1284'
 BZ1284'WOODEN BRIDGE IS AT END OF TRUCK TRAVEL.  IN DRY WEATHER A
 BZ1284'TRUCK CAN BE DRIVEN FROM THE AZIMUTH MARK IN A NE DIRECTION
 BZ1284'ACROSS FIELD TO THE STATION.
 BZ1284'
 BZ1284'OBSERVATIONS MADE FROM A 37-FOOT TOWER.
 BZ1284
 BZ1284                          STATION RECOVERY (1955)
 BZ1284
 BZ1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BZ1284'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 BZ1284'DESCRIBED BY P.L.B. IN 1944 WITH THE FOLLOWING CORRECTIONS--
 BZ1284'
 BZ1284'THE DISTANCE TO REFERENCE MARK 2 SHOULD BE 20.458 M.  A
 BZ1284'REVISED DESCRIPTION OF THE ROUTE TO THE STATION IS AS FOLLOWS--
 BZ1284'
 BZ1284'TO REACH FROM CHINA SPRINGS, GO W FROM THE POST OFFICE ON
 BZ1284'THE OLD BLACK-TOP ROAD TOWARD VALLEY SPRINGS FOR 1.0 MI.,
 BZ1284'BEAR TO THE RIGHT AND CONTINUE FOR 0.4 MI. TO A GREEN HOUSE
 BZ1284'ON THE LEFT AND THE AZIMUTH MARK IN THE FENCE LINE W OF THE
 BZ1284'HOUSE.  CONTINUE ON THE ROAD FOR 0.3 MI. TO A WIRE GATE ON THE
 BZ1284'RIGHT, BELOW THE ROAD.  TURN IN THROUGH THE GATE AND GO
 BZ1284'NE ACROSS THE PASTURE FOR 0.4 MI. TO THE STATION IN THE
 BZ1284'PASTURE CORNER.
 BZ1284
 BZ1284                          STATION RECOVERY (1963)
 BZ1284
 BZ1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 BZ1284'THE STATION MARK, REFERENCE MARK NO. 1 (NAIL IN TOP OF 8 IN X
 BZ1284'8 IN CONCRETE POST) AND REFERENCE MARK NO. 2 1944 WERE RECOVERED
 BZ1284'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO
 BZ1284'BE DESTROYED.  IT HAD BEEN PULLED OUT OF THE GROUND AND
 BZ1284'WAS LAYING IN GRADER DITCH.  THE DISK WAS SALVAGED FROM
 BZ1284'CONCRETE POST.
 BZ1284'
 BZ1284'THE 1944 RECOVERY NOTE AND 1955 RECOVERY NOTE DESCRIPTIONS
 BZ1284'ARE ADEQUATE FOR RECOVERY.
 BZ1284'
 BZ1284'TO REACH THE STATION FROM THE POST OFFICE IN CHINA SPRINGS,
 BZ1284'GO WEST ON THE BLACK TOP ROAD TOWARD VALLEY SPRINGS FOR
 BZ1284'1.1 MILES TO A ROAD FORK.  TAKE RIGHT FORK, GO 0.7 MILE
 BZ1284'TO A GATE ON THE RIGHT.  (THIS GATE IS 0.3 MILE WEST OF A
 BZ1284'FARM HOUSE ON LEFT.) PASS THROUGH GATE AND GO NORTHEAST
 BZ1284'ACROSS PASTURE FOR 0.4 MILE TO CORNER OF PASTURE AND THE
 BZ1284'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0997 ***********************************************************************
 CU0997  DESIGNATION -  PAYNE
 CU0997  PID         -  CU0997
 CU0997  STATE/COUNTY-  TX/MITCHELL
 CU0997  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0997
 CU0997                         *CURRENT SURVEY CONTROL
 CU0997  ___________________________________________________________________
 CU0997* NAD 83(1993)-  32 17 29.29226(N)    100 49 05.82766(W)     ADJUSTED  
 CU0997* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 CU0997  ___________________________________________________________________
 CU0997  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CU0997  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0997
 CU0997  HORZ ORDER  -  FIRST
 CU0997
 CU0997.The horizontal coordinates were established by classical geodetic methods
 CU0997.and adjusted by the National Geodetic Survey in February 1996..
 CU0997
 CU0997.The orthometric height was scaled from a topographic map.
 CU0997
 CU0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0997
 CU0997.The geoid height was determined by GEOID03.
 CU0997
 CU0997;                    North         East     Units Scale Factor Converg.
 CU0997;SPC TXNC     - 2,071,694.990   381,660.215   MT  0.99995996   -1 15 51.8
 CU0997;SPC TXNC     - 6,796,885.98  1,252,163.56   sFT  0.99995996   -1 15 51.8
 CU0997;UTM  14      - 3,574,195.349   328,786.323   MT  0.99996151   -0 58 17.8
 CU0997
 CU0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0997!SPC TXNC     -   0.99990125  x   0.99995996  =   0.99986122
 CU0997!UTM  14      -   0.99990125  x   0.99996151  =   0.99986277
 CU0997
 CU0997:                Primary Azimuth Mark                     Grid Az
 CU0997:SPC TXNC     -  F 1171                                   003 30 01.2
 CU0997:UTM  14      -  F 1171                                   003 12 27.2
 CU0997
 CU0997|---------------------------------------------------------------------|
 CU0997| PID    Reference Object                     Distance      Geod. Az  |
 CU0997|                                                           dddmmss.s |
 CU0997| CU0351 F 1171                                             0021409.4 |
 CU0997| CX7924 PAYNE RM 1                            6.731 METERS 04848     |
 CU0997| CX7925 PAYNE RM 2                            7.016 METERS 11148     |
 CU0997| CU0996 COLORADO CITY FRONTIER TV MAST      APPROX.14.3 KM 3402856.0 |
 CU0997| CU0995 COLORADO CITY MUN TANK              APPROX.13.3 KM 3405606.7 |
 CU0997| CU0990 COLORADO WEST STANDPIPE             APPROX.10.3 KM 3491516.9 |
 CU0997|---------------------------------------------------------------------|
 CU0997
 CU0997                          SUPERSEDED SURVEY CONTROL
 CU0997
 CU0997  NAD 83(1986)-  32 17 29.29690(N)    100 49 05.81876(W) AD(       ) 1
 CU0997  NAD 27      -  32 17 28.85572(N)    100 49 04.41847(W) AD(       ) 1
 CU0997
 CU0997.Superseded values are not recommended for survey control.
 CU0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0997.See file dsdata.txt to determine how the superseded data were derived.
 CU0997
 CU0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA2878674195(NAD 83)
 CU0997_MARKER: DS = TRIANGULATION STATION DISK
 CU0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0997
 CU0997  HISTORY     - Date     Condition        Report By
 CU0997  HISTORY     - 1968     MONUMENTED       CGS
 CU0997
 CU0997                          STATION DESCRIPTION
 CU0997
 CU0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0997'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF WESTBROOK,
 CU0997'ABOUT 10 MILES SOUTHWEST OF LORAINE AND ABOUT 8 MILES SOUTH OF
 CU0997'COLORADO CITY ON PROPERTY OWNED BY MR. CHARLES WILLIAMS.
 CU0997'
 CU0997'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 (BUSINESS) AND
 CU0997'STATE HIGHWAYS 208 AND 163 IN COLORADO CITY, GO EAST ON
 CU0997'U.S. HIGHWAY 80 AND STATE HIGHWAY 208 FOR 1.3 MILES TO WHERE
 CU0997'HIGHWAY 208 TURNS SOUTH, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY
 CU0997'208 FOR 6 MILES TO A SIDE ROAD RIGHT AND BM F 1171 ON LEFT,
 CU0997'CONTINUE SOUTH FOR 1 MILE TO CROSSROAD, TURN RIGHT AND GO WEST
 CU0997'FOR 0.3 MILE TO A WIRE GATE ON LEFT, TURN LEFT AND GO SOUTH
 CU0997'FOR 0.15 TO WHERE ROAD CURVES RIGHT, TURN LEFT AND GO EASTERLY TO
 CU0997'TOP OF HILL AND STATION.
 CU0997'
 CU0997'STATION MARK, A STANDARD DISK STAMPED PAYNE 1968, IS SET IN THE
 CU0997'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND ON
 CU0997'THE HIGHEST PART OF HILL.  THE MARK IS 5.0 FEET SOUTH OF
 CU0997'WITNESS POST.
 CU0997'
 CU0997'REFERENCE MARK 1, A STANDARD DISK STAMPED PAYNE NO. 1 1968, IS SET
 CU0997'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 CU0997'MARK IS 18.5 FEET NORTHEAST OF WITNESS POST.
 CU0997'
 CU0997'REFERENCE MARK 2, A STANDARD DISK STAMPED PAYNE NO 2 1968,
 CU0997'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 CU0997'INCHES.  THE MARK IS 24.5 FEET SOUTHEAST OF WITNESS POST.
 CU0997'
 CU0997'BM F 1171 (AZIMUTH MARK), A STANDARD BENCH MARK DISK STAMPED
 CU0997'F 1171 1960, IS SET IN THE TOP OF A ROUND CONCRETE POST
 CU0997'WHICH IS 10 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS
 CU0997'114.5 FEET NORTH OF A CORNER POWER LINE POLE, 57.5 FEET EAST OF
 CU0997'THE CENTER LINE OF STATE HIGHWAY 208, 3 FEET WEST OF FENCE AND 1.8
 CU0997'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0351 ***********************************************************************
 AB0351  DESIGNATION -  PB 12 CCO
 AB0351  PID         -  AB0351
 AB0351  STATE/COUNTY-  TX/CAMERON
 AB0351  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0351
 AB0351                         *CURRENT SURVEY CONTROL
 AB0351  ___________________________________________________________________
 AB0351* NAD 83(1986)-  26 07 50.     (N)    097 29 31.     (W)     SCALED    
 AB0351* NAVD 88     -         5.523  (meters)      18.12   (feet)  ADJUSTED  
 AB0351  ___________________________________________________________________
 AB0351  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 AB0351  DYNAMIC HT  -           5.514 (meters)      18.09  (feet)  COMP
 AB0351  MODELED GRAV-     979,046.1   (mgal)                       NAVD 88
 AB0351
 AB0351  VERT ORDER  -  SECOND    CLASS 0
 AB0351
 AB0351.The horizontal coordinates were scaled from a topographic map and have
 AB0351.an estimated accuracy of +/- 6 seconds.
 AB0351
 AB0351.The orthometric height was determined by differential leveling
 AB0351.and adjusted by the National Geodetic Survey in June 1991..
 AB0351
 AB0351.The geoid height was determined by GEOID03.
 AB0351
 AB0351.The dynamic height is computed by dividing the NAVD 88
 AB0351.geopotential number by the normal gravity value computed on the
 AB0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0351.degrees latitude (g = 980.6199 gals.).
 AB0351
 AB0351.The modeled gravity was interpolated from observed gravity values.
 AB0351
 AB0351;                    North         East    Units  Estimated Accuracy
 AB0351;SPC TX S     - 5,051,800.      400,810.      MT  (+/- 180 meters Scaled)
 AB0351
 AB0351                          SUPERSEDED SURVEY CONTROL
 AB0351
 AB0351  NGVD 29 (??/??/92)    5.633  (m)           18.48   (f) ADJ UNCH    2 0
 AB0351
 AB0351.Superseded values are not recommended for survey control.
 AB0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0351.See file dsdata.txt to determine how the superseded data were derived.
 AB0351
 AB0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP507910(NAD 83)
 AB0351_MARKER: DD = SURVEY DISK
 AB0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0351_SP_SET: CULVERT
 AB0351_STAMPING: P B 12 18.29
 AB0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0351
 AB0351  HISTORY     - Date     Condition        Report By
 AB0351  HISTORY     - UNK      MONUMENTED
 AB0351  HISTORY     - 1942     GOOD             NGS
 AB0351  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0351  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0351
 AB0351                          STATION DESCRIPTION
 AB0351
 AB0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0351'1.8 MI NE FROM SAN BENITO.
 AB0351'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0351'SAN BENITO, CAMERON COUNTY, 7.7 MILES SOUTHEAST ALONG A PAVED ROAD
 AB0351'LEADING TO BAYVIEW.  400 FEET WEST OF THE CROSSING OF THE SOUTHERN
 AB0351'PACIFIC RAILROAD, AT A ROAD INTERSECTION, 40 FEET SOUTH OF THE
 AB0351'CENTERLINE OF THE EAST-AND-WEST ROAD, 15 FEET WEST OF AND LEVEL WITH
 AB0351'THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AT A CONCRETE CULVERT, AND
 AB0351'IN THE CENTER OF THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY
 AB0351'STANDARD DISK, STAMPED P B 12 18.29.
 AB0351
 AB0351                          STATION RECOVERY (1987)
 AB0351
 AB0351'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0351'MARK NOT FOUND.
 AB0351
 AB0351                          STATION RECOVERY (1988)
 AB0351
 AB0351'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0555 ***********************************************************************
 AN0555  DESIGNATION -  PB 2
 AN0555  PID         -  AN0555
 AN0555  STATE/COUNTY-  TX/JACKSON
 AN0555  USGS QUAD   -  MANSON (1995)
 AN0555
 AN0555                         *CURRENT SURVEY CONTROL
 AN0555  ___________________________________________________________________
 AN0555* NAD 83(1986)-  28 53 19.     (N)    096 35 13.     (W)     SCALED    
 AN0555* NAVD 88     -        13.104  (meters)      42.99   (feet)  ADJUSTED  
 AN0555  ___________________________________________________________________
 AN0555  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0555  DYNAMIC HT  -          13.085 (meters)      42.93  (feet)  COMP
 AN0555  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 AN0555
 AN0555  VERT ORDER  -  FIRST     CLASS I
 AN0555
 AN0555.The horizontal coordinates were scaled from a topographic map and have
 AN0555.an estimated accuracy of +/- 6 seconds.
 AN0555
 AN0555.The orthometric height was determined by differential leveling
 AN0555.and adjusted by the National Geodetic Survey in June 1991..
 AN0555
 AN0555.The geoid height was determined by GEOID03.
 AN0555
 AN0555.The dynamic height is computed by dividing the NAVD 88
 AN0555.geopotential number by the normal gravity value computed on the
 AN0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0555.degrees latitude (g = 980.6199 gals.).
 AN0555
 AN0555.The modeled gravity was interpolated from observed gravity values.
 AN0555
 AN0555;                    North         East    Units  Estimated Accuracy
 AN0555;SPC TXSC     - 4,119,380.      835,340.      MT  (+/- 180 meters Scaled)
 AN0555
 AN0555                          SUPERSEDED SURVEY CONTROL
 AN0555
 AN0555  NGVD 29 (??/??/92)   13.120  (m)           43.04   (f) ADJ UNCH    1 1
 AN0555
 AN0555.Superseded values are not recommended for survey control.
 AN0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0555.See file dsdata.txt to determine how the superseded data were derived.
 AN0555
 AN0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS353980(NAD 83)
 AN0555_MARKER: DD = SURVEY DISK
 AN0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0555_STAMPING: PB 2 1971
 AN0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0555+STABILITY: SURFACE MOTION
 AN0555
 AN0555  HISTORY     - Date     Condition        Report By
 AN0555  HISTORY     - 1971     MONUMENTED       BOR
 AN0555  HISTORY     - 1972     GOOD             NGS
 AN0555
 AN0555                          STATION DESCRIPTION
 AN0555
 AN0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0555'7.6 MI SE FROM EDNA.
 AN0555'ABOUT 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0555'AT EDNA, THENCE 4.65 MILES SOUTHEAST ALOLNG FARM TO MARKET ROAD NO.
 AN0555'1822 TO A HIGH STEEL TOWER, THENCE 0.75 MILE SOUTH ALONG A PRIVATE
 AN0555'DIRT ROAD, 0.15 MILE SOUTHEAST OF A CATTLE GUARD, 240 FEET NORTHWEST
 AN0555'OF A HIGH PRESSURE GAS LINE MARKER, 82 FEET EAST OF THE CENTER OF THE
 AN0555'JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 24 FEET NORTHEAST OF THE
 AN0555'CENTER LINE OF THE TRACK ROAD, ABOUT LEVEL WITH THE ROAD AND SET IN
 AN0555'THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0559 ***********************************************************************
 AN0559  DESIGNATION -  PB 3
 AN0559  PID         -  AN0559
 AN0559  STATE/COUNTY-  TX/JACKSON
 AN0559  USGS QUAD   -  MANSON (1995)
 AN0559
 AN0559                         *CURRENT SURVEY CONTROL
 AN0559  ___________________________________________________________________
 AN0559* NAD 83(1986)-  28 55 07.     (N)    096 35 37.     (W)     SCALED    
 AN0559* NAVD 88     -        15.539  (meters)      50.98   (feet)  ADJUSTED  
 AN0559  ___________________________________________________________________
 AN0559  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0559  DYNAMIC HT  -          15.517 (meters)      50.91  (feet)  COMP
 AN0559  MODELED GRAV-     979,212.4   (mgal)                       NAVD 88
 AN0559
 AN0559  VERT ORDER  -  FIRST     CLASS I
 AN0559
 AN0559.The horizontal coordinates were scaled from a topographic map and have
 AN0559.an estimated accuracy of +/- 6 seconds.
 AN0559
 AN0559.The orthometric height was determined by differential leveling
 AN0559.and adjusted by the National Geodetic Survey in June 1991..
 AN0559
 AN0559.The geoid height was determined by GEOID03.
 AN0559
 AN0559.The dynamic height is computed by dividing the NAVD 88
 AN0559.geopotential number by the normal gravity value computed on the
 AN0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0559.degrees latitude (g = 980.6199 gals.).
 AN0559
 AN0559.The modeled gravity was interpolated from observed gravity values.
 AN0559
 AN0559;                    North         East    Units  Estimated Accuracy
 AN0559;SPC TXSC     - 4,122,690.      834,620.      MT  (+/- 180 meters Scaled)
 AN0559
 AN0559                          SUPERSEDED SURVEY CONTROL
 AN0559
 AN0559  NGVD 29 (??/??/92)   15.553  (m)           51.03   (f) ADJ UNCH    1 1
 AN0559
 AN0559.Superseded values are not recommended for survey control.
 AN0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0559.See file dsdata.txt to determine how the superseded data were derived.
 AN0559
 AN0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT346013(NAD 83)
 AN0559_MARKER: DD = SURVEY DISK
 AN0559_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0559+WITH SETTING: INTO GROUND
 AN0559_STAMPING: PB 3 71
 AN0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0559+STABILITY: SURFACE MOTION
 AN0559
 AN0559  HISTORY     - Date     Condition        Report By
 AN0559  HISTORY     - UNK      MONUMENTED       BOR
 AN0559  HISTORY     - 1972     GOOD             NGS
 AN0559
 AN0559                          STATION DESCRIPTION
 AN0559
 AN0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0559'5.35 MI SE FROM EDNA.
 AN0559'ABOUT 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0559'AT EDNA, THENCE 3.15 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO.
 AN0559'1822, 169 FEET SOUTHEAST OF A POWER LINE POLE, 48 FEET NORTHEAST OF
 AN0559'THE CENTER LINE OF THE FARM ROAD, 2 1/2 FEET SOUTHWEST OF A FENCE
 AN0559'LINE, 0.6 FOOT NORTHEAST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE
 AN0559'LEVEL OF THE ROAD, A USBR BRASS CAP ON THE TOP OF A ROD AND IMBEDDED
 AN0559'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0651 ***********************************************************************
 CA0651  DESIGNATION -  PBM
 CA0651  PID         -  CA0651
 CA0651  STATE/COUNTY-  TX/RUNNELS
 CA0651  USGS QUAD   -  WINTERS (1987)
 CA0651
 CA0651                         *CURRENT SURVEY CONTROL
 CA0651  ___________________________________________________________________
 CA0651* NAD 83(1986)-  31 58 36.     (N)    099 52 55.     (W)     SCALED    
 CA0651* NAVD 88     -       573.173  (meters)    1880.49   (feet)  ADJUSTED  
 CA0651  ___________________________________________________________________
 CA0651  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CA0651  DYNAMIC HT  -         572.424 (meters)    1878.03  (feet)  COMP
 CA0651  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 CA0651
 CA0651  VERT ORDER  -  SECOND    CLASS 0
 CA0651
 CA0651.The horizontal coordinates were scaled from a topographic map and have
 CA0651.an estimated accuracy of +/- 6 seconds.
 CA0651
 CA0651.The orthometric height was determined by differential leveling
 CA0651.and adjusted by the National Geodetic Survey in June 1991..
 CA0651
 CA0651.The geoid height was determined by GEOID03.
 CA0651
 CA0651.The dynamic height is computed by dividing the NAVD 88
 CA0651.geopotential number by the normal gravity value computed on the
 CA0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0651.degrees latitude (g = 980.6199 gals.).
 CA0651
 CA0651.The modeled gravity was interpolated from observed gravity values.
 CA0651
 CA0651;                    North         East    Units  Estimated Accuracy
 CA0651;SPC TX C     - 3,256,180.      742,670.      MT  (+/- 180 meters Scaled)
 CA0651
 CA0651                          SUPERSEDED SURVEY CONTROL
 CA0651
 CA0651  NGVD 29 (??/??/92)  573.06   (m)         1880.1    (f) COMPUTED    2 0
 CA0651
 CA0651.Superseded values are not recommended for survey control.
 CA0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0651.See file dsdata.txt to determine how the superseded data were derived.
 CA0651
 CA0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA166381(NAD 83)
 CA0651_MARKER: DE = TRAVERSE STATION DISK
 CA0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0651_SP_SET: SILO
 CA0651_STAMPING: P.B.M.
 CA0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0651
 CA0651  HISTORY     - Date     Condition        Report By
 CA0651  HISTORY     - UNK      MONUMENTED       DOD
 CA0651  HISTORY     - 1961     GOOD             NGS
 CA0651
 CA0651                          STATION DESCRIPTION
 CA0651
 CA0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CA0651'5.8 MI E FROM WINTERS.
 CA0651'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0651'THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 4.9 MILES EAST
 CA0651'ALONG FARM ROAD 1770, SET IN THE TOP OF THE NORTHEAST EDGE OF THE
 CA0651'CONCRETE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0237 ***********************************************************************
 CU0237  DESIGNATION -  PBM
 CU0237  PID         -  CU0237
 CU0237  STATE/COUNTY-  TX/TAYLOR
 CU0237  USGS QUAD   -  SHEP (1987)
 CU0237
 CU0237                         *CURRENT SURVEY CONTROL
 CU0237  ___________________________________________________________________
 CU0237* NAD 83(1986)-  32 12 46.     (N)    100 03 01.     (W)     SCALED    
 CU0237* NAVD 88     -       749.045  (meters)    2457.49   (feet)  ADJUSTED  
 CU0237  ___________________________________________________________________
 CU0237  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0237  DYNAMIC HT  -         748.047 (meters)    2454.22  (feet)  COMP
 CU0237  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 CU0237
 CU0237  VERT ORDER  -  SECOND    CLASS 0
 CU0237
 CU0237.The horizontal coordinates were scaled from a topographic map and have
 CU0237.an estimated accuracy of +/- 6 seconds.
 CU0237
 CU0237.The orthometric height was determined by differential leveling
 CU0237.and adjusted by the National Geodetic Survey in June 1991..
 CU0237
 CU0237.The geoid height was determined by GEOID03.
 CU0237
 CU0237.The dynamic height is computed by dividing the NAVD 88
 CU0237.geopotential number by the normal gravity value computed on the
 CU0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0237.degrees latitude (g = 980.6199 gals.).
 CU0237
 CU0237.The modeled gravity was interpolated from observed gravity values.
 CU0237
 CU0237;                    North         East    Units  Estimated Accuracy
 CU0237;SPC TXNC     - 2,061,640.      453,860.      MT  (+/- 180 meters Scaled)
 CU0237
 CU0237                          SUPERSEDED SURVEY CONTROL
 CU0237
 CU0237  NGVD 29 (??/??/92)  748.86   (m)         2456.9    (f) COMPUTED    2 0
 CU0237
 CU0237.Superseded values are not recommended for survey control.
 CU0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0237.See file dsdata.txt to determine how the superseded data were derived.
 CU0237
 CU0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA010645(NAD 83)
 CU0237_MARKER: DD = SURVEY DISK
 CU0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0237_SP_SET: SILO
 CU0237_STAMPING: P.B.M.
 CU0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0237
 CU0237  HISTORY     - Date     Condition        Report By
 CU0237  HISTORY     - UNK      MONUMENTED       DOD
 CU0237  HISTORY     - 1961     GOOD             NGS
 CU0237
 CU0237                          STATION DESCRIPTION
 CU0237
 CU0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0237'14.3 MI SW FROM VIEW.
 CU0237'14.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0237'AT VIEW, THENCE 0.25 MILE EAST ALONG PAVED ROAD, 27 FEET NORTHWEST OF
 CU0237'DISK L6D2, 21 FEET SOUTHEAST OF DISK L6C2, 0.8 FOOT SOUTHWEST OF THE
 CU0237'NORTHEAST EDGE OF THE CONCRETE APRON AROUND THE SILO, SET IN A
 CU0237'DRILLHOLE IN EDGE OF SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0422 ***********************************************************************
 CT0422  DESIGNATION -  PBM
 CT0422  PID         -  CT0422
 CT0422  STATE/COUNTY-  TX/CALLAHAN
 CT0422  USGS QUAD   -  BAIRD (1966)
 CT0422
 CT0422                         *CURRENT SURVEY CONTROL
 CT0422  ___________________________________________________________________
 CT0422* NAD 83(1986)-  32 22 52.     (N)    099 27 40.     (W)     SCALED    
 CT0422* NAVD 88     -       596.665  (meters)    1957.56   (feet)  ADJUSTED  
 CT0422  ___________________________________________________________________
 CT0422  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CT0422  DYNAMIC HT  -         595.884 (meters)    1955.00  (feet)  COMP
 CT0422  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 CT0422
 CT0422  VERT ORDER  -  FIRST     CLASS II
 CT0422
 CT0422.The horizontal coordinates were scaled from a topographic map and have
 CT0422.an estimated accuracy of +/- 6 seconds.
 CT0422
 CT0422.The orthometric height was determined by differential leveling
 CT0422.and adjusted by the National Geodetic Survey in June 1991..
 CT0422
 CT0422.The geoid height was determined by GEOID03.
 CT0422
 CT0422.The dynamic height is computed by dividing the NAVD 88
 CT0422.geopotential number by the normal gravity value computed on the
 CT0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0422.degrees latitude (g = 980.6199 gals.).
 CT0422
 CT0422.The modeled gravity was interpolated from observed gravity values.
 CT0422
 CT0422;                    North         East    Units  Estimated Accuracy
 CT0422;SPC TXNC     - 2,079,640.      509,570.      MT  (+/- 180 meters Scaled)
 CT0422
 CT0422                          SUPERSEDED SURVEY CONTROL
 CT0422
 CT0422  NGVD 29 (??/??/92)  596.49   (m)         1957.0    (f) COMPUTED    1 2
 CT0422
 CT0422.Superseded values are not recommended for survey control.
 CT0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0422.See file dsdata.txt to determine how the superseded data were derived.
 CT0422
 CT0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA566827(NAD 83)
 CT0422_MARKER: DD = SURVEY DISK
 CT0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0422_SP_SET: CONCRETE APRON
 CT0422_STAMPING: P.B.M.
 CT0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0422
 CT0422  HISTORY     - Date     Condition        Report By
 CT0422  HISTORY     - UNK      MONUMENTED       DOD
 CT0422  HISTORY     - 1961     GOOD             NGS
 CT0422  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0422
 CT0422                          STATION DESCRIPTION
 CT0422
 CT0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0422'4.85 MI SE FROM CLYDE.
 CT0422'0.5 MILE EAST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE,
 CT0422'THENCE 0.4 MILE NORTH ALONG OAK STREET, THENCE 2.25 MILES EAST ALONG
 CT0422'U.S. HIGHWAY 80, THENCE 1.45 MILES SOUTH ALONG A DIRT ROAD, THENCE
 CT0422'0.35 MILE WEST ALONG FARM ROAD 18, THENCE 0.35 MILE SOUTH ALONG A
 CT0422'PAVED ROAD, 27 FEET NORTHWEST OF DISK L2D2, 21 FEET SOUTHEAST OF DISK
 CT0422'L2C2, 0.7 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE APRON
 CT0422'AROUND THE SILO, SET IN A DRILLHOLE IN EDGE OF SILO.
 CT0422
 CT0422                          STATION RECOVERY (2001)
 CT0422
 CT0422'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0777 ***********************************************************************
 CT0777  DESIGNATION -  PBM
 CT0777  PID         -  CT0777
 CT0777  STATE/COUNTY-  TX/JONES
 CT0777  USGS QUAD   -  HAMBY (1987)
 CT0777
 CT0777                         *CURRENT SURVEY CONTROL
 CT0777  ___________________________________________________________________
 CT0777* NAD 83(1986)-  32 36 10.     (N)    099 38 57.     (W)     SCALED    
 CT0777* NAVD 88     -       512.732  (meters)    1682.19   (feet)  ADJUSTED  
 CT0777  ___________________________________________________________________
 CT0777  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CT0777  DYNAMIC HT  -         512.071 (meters)    1680.02  (feet)  COMP
 CT0777  MODELED GRAV-     979,335.2   (mgal)                       NAVD 88
 CT0777
 CT0777  VERT ORDER  -  SECOND    CLASS 0
 CT0777
 CT0777.The horizontal coordinates were scaled from a topographic map and have
 CT0777.an estimated accuracy of +/- 6 seconds.
 CT0777
 CT0777.The orthometric height was determined by differential leveling
 CT0777.and adjusted by the National Geodetic Survey in June 1991..
 CT0777
 CT0777.The geoid height was determined by GEOID03.
 CT0777
 CT0777.The dynamic height is computed by dividing the NAVD 88
 CT0777.geopotential number by the normal gravity value computed on the
 CT0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0777.degrees latitude (g = 980.6199 gals.).
 CT0777
 CT0777.The modeled gravity was interpolated from observed gravity values.
 CT0777
 CT0777;                    North         East    Units  Estimated Accuracy
 CT0777;SPC TXNC     - 2,104,400.      492,140.      MT  (+/- 180 meters Scaled)
 CT0777
 CT0777                          SUPERSEDED SURVEY CONTROL
 CT0777
 CT0777  NGVD 29 (??/??/92)  512.595  (m)         1681.74   (f) ADJ UNCH    2 0
 CT0777
 CT0777.Superseded values are not recommended for survey control.
 CT0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0777.See file dsdata.txt to determine how the superseded data were derived.
 CT0777
 CT0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB390074(NAD 83)
 CT0777_MARKER: DD = SURVEY DISK
 CT0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0777_SP_SET: SILO
 CT0777_STAMPING: P.B.M.
 CT0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0777
 CT0777  HISTORY     - Date     Condition        Report By
 CT0777  HISTORY     - UNK      MONUMENTED       DOD
 CT0777  HISTORY     - 1961     GOOD             NGS
 CT0777  HISTORY     - 20011013 GOOD             USPSQD
 CT0777
 CT0777                          STATION DESCRIPTION
 CT0777
 CT0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0777'13.4 MI NW FROM ELMDALE.
 CT0777'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL AT ELMDALE,
 CT0777'THENCE 1.45 MILES WEST ALONG A PAVED ROAD, THENCE 5.75 MILES NORTH
 CT0777'ALONG U.S. HIGHWAY 82, THENCE 0.3 MILES EAST ALONG A PAVED, 26.2 FEET
 CT0777'NORTHWEST OF DOOR L1D2, 20.4 FEET NORTHEAST OF DOOR L1C2, 6 INCHES
 CT0777'WEST OF THE NORTHEAST EDGE OF SILO, SET IN A DRILLHOLE IN THE EDGE OF
 CT0777'SILO.
 CT0777
 CT0777                          STATION RECOVERY (2001)
 CT0777
 CT0777'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0598 ***********************************************************************
 CT0598  DESIGNATION -  PBM
 CT0598  PID         -  CT0598
 CT0598  STATE/COUNTY-  TX/CALLAHAN
 CT0598  USGS QUAD   -  EULA (1984)
 CT0598
 CT0598                         *CURRENT SURVEY CONTROL
 CT0598  ___________________________________________________________________
 CT0598* NAD 83(1986)-  32 16 30.     (N)    099 32 27.     (W)     SCALED    
 CT0598* NAVD 88     -       613.106  (meters)    2011.50   (feet)  POSTED    
 CT0598  ___________________________________________________________________
 CT0598  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CT0598  DYNAMIC HT  -         612.300 (meters)    2008.85  (feet)  COMP
 CT0598  MODELED GRAV-     979,301.8   (mgal)                       NAVD 88
 CT0598
 CT0598  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0598
 CT0598.The horizontal coordinates were scaled from a topographic map and have
 CT0598.an estimated accuracy of +/- 6 seconds.
 CT0598
 CT0598.The orthometric height was determined by differential leveling
 CT0598.and adjusted by the National Geodetic Survey in 1992..
 CT0598.No vertical observational check was made to the station.
 CT0598.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0598.was located on a no-check spur therefore a value was not computed.
 CT0598
 CT0598.The geoid height was determined by GEOID03.
 CT0598
 CT0598.The dynamic height is computed by dividing the NAVD 88
 CT0598.geopotential number by the normal gravity value computed on the
 CT0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0598.degrees latitude (g = 980.6199 gals.).
 CT0598
 CT0598.The modeled gravity was interpolated from observed gravity values.
 CT0598
 CT0598;                    North         East    Units  Estimated Accuracy
 CT0598;SPC TXNC     - 2,067,950.      501,950.      MT  (+/- 180 meters Scaled)
 CT0598
 CT0598                          SUPERSEDED SURVEY CONTROL
 CT0598
 CT0598  NGVD 29 (??/??/92)  612.94   (m)         2011.0    (f) COMPUTED    1 2
 CT0598
 CT0598.Superseded values are not recommended for survey control.
 CT0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0598.See file dsdata.txt to determine how the superseded data were derived.
 CT0598
 CT0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA490710(NAD 83)
 CT0598_MARKER: DD = SURVEY DISK
 CT0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0598_SP_SET: CONCRETE APRON
 CT0598_STAMPING: PBM
 CT0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0598
 CT0598  HISTORY     - Date     Condition        Report By
 CT0598  HISTORY     - UNK      MONUMENTED       DOD
 CT0598  HISTORY     - 1961     GOOD             NGS
 CT0598
 CT0598                          STATION DESCRIPTION
 CT0598
 CT0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0598'11.7 MI SW FROM CLYDE.
 CT0598'0.2 MILE WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0598'TO FARM ROAD 604, THENCE 11.2 MILES SOUTHWEST ALONG FARM ROAD 604,
 CT0598'THENCE 0.3 MILE WEST ALONG A PAVED ROAD TO THE CENTER OF THE SITE, 27
 CT0598'FEET NORTHWEST OF L3D2, 21 FEET SOUTHEAST OF L3C2, 0.8 FOOT SOUTHWEST
 CT0598'OF THE EDGE OF THE CONCRETE APRON AROUND THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0326 ***********************************************************************
 CU0326  DESIGNATION -  PBM 10
 CU0326  PID         -  CU0326
 CU0326  STATE/COUNTY-  TX/MITCHELL
 CU0326  USGS QUAD   -  CEDAR BEND (1979)
 CU0326
 CU0326                         *CURRENT SURVEY CONTROL
 CU0326  ___________________________________________________________________
 CU0326* NAD 83(1986)-  32 27 29.     (N)    100 55 27.     (W)     SCALED    
 CU0326* NAVD 88     -       669.501  (meters)    2196.52   (feet)  ADJUSTED  
 CU0326  ___________________________________________________________________
 CU0326  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0326  DYNAMIC HT  -         668.608 (meters)    2193.59  (feet)  COMP
 CU0326  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 CU0326
 CU0326  VERT ORDER  -  FIRST     CLASS II
 CU0326
 CU0326.The horizontal coordinates were scaled from a topographic map and have
 CU0326.an estimated accuracy of +/- 6 seconds.
 CU0326
 CU0326.The orthometric height was determined by differential leveling
 CU0326.and adjusted by the National Geodetic Survey in June 1991..
 CU0326
 CU0326.The geoid height was determined by GEOID03.
 CU0326
 CU0326.The dynamic height is computed by dividing the NAVD 88
 CU0326.geopotential number by the normal gravity value computed on the
 CU0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0326.degrees latitude (g = 980.6199 gals.).
 CU0326
 CU0326.The modeled gravity was interpolated from observed gravity values.
 CU0326
 CU0326;                    North         East    Units  Estimated Accuracy
 CU0326;SPC TXNC     - 2,090,390.      372,120.      MT  (+/- 180 meters Scaled)
 CU0326
 CU0326                          SUPERSEDED SURVEY CONTROL
 CU0326
 CU0326  NGVD 29 (??/??/92)  669.260  (m)         2195.73   (f) ADJ UNCH    1 2
 CU0326
 CU0326.Superseded values are not recommended for survey control.
 CU0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0326.See file dsdata.txt to determine how the superseded data were derived.
 CU0326
 CU0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA191928(NAD 83)
 CU0326_MARKER: DD = SURVEY DISK
 CU0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0326_STAMPING: SEE TEXT
 CU0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0326+STABILITY: SURFACE MOTION
 CU0326
 CU0326  HISTORY     - Date     Condition        Report By
 CU0326  HISTORY     - 1954     MONUMENTED       DOD
 CU0326  HISTORY     - 1956     GOOD             NGS
 CU0326
 CU0326                          STATION DESCRIPTION
 CU0326
 CU0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0326'10.3 MI NW FROM COLORADO CITY.
 CU0326'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0326'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, THENCE
 CU0326'0.5 MILE WEST ALONG FARM ROAD 1229, THENCE 2.0 MILES NORTH ALONG A
 CU0326'GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD,
 CU0326'THENCE 1.1 MILES EAST ALONG A FENCE, THENCE 0.4 MILE NORTH ALONG A
 CU0326'FENCE, 388 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH TAXI
 CU0326'STRIP AT WEBB AIR FORCE BASE AUXILIARY AIRFIELD, 0.2 FOOT EAST OF A
 CU0326'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 CU0326'THE GROUND.  STAMPED WEBB AFB AA BL NO 10 EL 2195.74 1954 ALBUQUERQUE
 CU0326'DIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0667 ***********************************************************************
 CT0667  DESIGNATION -  PBM 1086
 CT0667  PID         -  CT0667
 CT0667  STATE/COUNTY-  TX/TAYLOR
 CT0667  USGS QUAD   -  TUSCOLA (1967)
 CT0667
 CT0667                         *CURRENT SURVEY CONTROL
 CT0667  ___________________________________________________________________
 CT0667* NAD 83(1986)-  32 07 49.     (N)    099 51 21.     (W)     SCALED    
 CT0667* NAVD 88     -       619.561  (meters)    2032.68   (feet)  ADJUSTED  
 CT0667  ___________________________________________________________________
 CT0667  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CT0667  DYNAMIC HT  -         618.751 (meters)    2030.02  (feet)  COMP
 CT0667  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 CT0667
 CT0667  VERT ORDER  -  SECOND    CLASS 0
 CT0667
 CT0667.The horizontal coordinates were scaled from a topographic map and have
 CT0667.an estimated accuracy of +/- 6 seconds.
 CT0667
 CT0667.The orthometric height was determined by differential leveling
 CT0667.and adjusted by the National Geodetic Survey in June 1991..
 CT0667
 CT0667.The geoid height was determined by GEOID03.
 CT0667
 CT0667.The dynamic height is computed by dividing the NAVD 88
 CT0667.geopotential number by the normal gravity value computed on the
 CT0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0667.degrees latitude (g = 980.6199 gals.).
 CT0667
 CT0667.The modeled gravity was interpolated from observed gravity values.
 CT0667
 CT0667;                    North         East    Units  Estimated Accuracy
 CT0667;SPC TXNC     - 2,052,240.      472,070.      MT  (+/- 180 meters Scaled)
 CT0667
 CT0667                          SUPERSEDED SURVEY CONTROL
 CT0667
 CT0667  NGVD 29 (??/??/92)  619.43   (m)         2032.2    (f) COMPUTED    2 0
 CT0667
 CT0667.Superseded values are not recommended for survey control.
 CT0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0667.See file dsdata.txt to determine how the superseded data were derived.
 CT0667
 CT0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA192551(NAD 83)
 CT0667_MARKER: DD = SURVEY DISK
 CT0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0667_SP_SET: CONCRETE SILO
 CT0667_STAMPING: P.B.M.
 CT0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0667
 CT0667  HISTORY     - Date     Condition        Report By
 CT0667  HISTORY     - UNK      MONUMENTED       DOD
 CT0667  HISTORY     - 1961     GOOD             NGS
 CT0667
 CT0667                          STATION DESCRIPTION
 CT0667
 CT0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0667'3.6 MI NE FROM BRADSHAW.
 CT0667'0.1 MILES EAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT BRADSHAW,
 CT0667'THENCE 2.8 MILES NORTH ALONG U.S. HIGHWAY 83, THENCE 0.5 MILES EAST
 CT0667'ALONG FARM ROAD 604, THENCE 0.2 MILES NORTH ALONG A PAVED ROAD, SET IN
 CT0667'THE TOP OF THE NORTHEAST EDGE OF THE CONCRETE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0327 ***********************************************************************
 CU0327  DESIGNATION -  PBM 11
 CU0327  PID         -  CU0327
 CU0327  STATE/COUNTY-  TX/MITCHELL
 CU0327  USGS QUAD   -  CEDAR BEND (1979)
 CU0327
 CU0327                         *CURRENT SURVEY CONTROL
 CU0327  ___________________________________________________________________
 CU0327* NAD 83(1986)-  32 27 49.     (N)    100 55 27.     (W)     SCALED    
 CU0327* NAVD 88     -       671.569  (meters)    2203.31   (feet)  ADJUSTED  
 CU0327  ___________________________________________________________________
 CU0327  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CU0327  DYNAMIC HT  -         670.673 (meters)    2200.37  (feet)  COMP
 CU0327  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 CU0327
 CU0327  VERT ORDER  -  FIRST     CLASS II
 CU0327
 CU0327.The horizontal coordinates were scaled from a topographic map and have
 CU0327.an estimated accuracy of +/- 6 seconds.
 CU0327
 CU0327.The orthometric height was determined by differential leveling
 CU0327.and adjusted by the National Geodetic Survey in June 1991..
 CU0327
 CU0327.The geoid height was determined by GEOID03.
 CU0327
 CU0327.The dynamic height is computed by dividing the NAVD 88
 CU0327.geopotential number by the normal gravity value computed on the
 CU0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0327.degrees latitude (g = 980.6199 gals.).
 CU0327
 CU0327.The modeled gravity was interpolated from observed gravity values.
 CU0327
 CU0327;                    North         East    Units  Estimated Accuracy
 CU0327;SPC TXNC     - 2,091,000.      372,130.      MT  (+/- 180 meters Scaled)
 CU0327
 CU0327                          SUPERSEDED SURVEY CONTROL
 CU0327
 CU0327  NGVD 29 (??/??/92)  671.326  (m)         2202.51   (f) ADJ UNCH    1 2
 CU0327
 CU0327.Superseded values are not recommended for survey control.
 CU0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0327.See file dsdata.txt to determine how the superseded data were derived.
 CU0327
 CU0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA191934(NAD 83)
 CU0327_MARKER: DD = SURVEY DISK
 CU0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0327_STAMPING: SEE TEXT
 CU0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0327+STABILITY: SURFACE MOTION
 CU0327
 CU0327  HISTORY     - Date     Condition        Report By
 CU0327  HISTORY     - 1954     MONUMENTED       DOD
 CU0327  HISTORY     - 1956     GOOD             NGS
 CU0327
 CU0327                          STATION DESCRIPTION
 CU0327
 CU0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0327'10.7 MI NW FROM COLORADO CITY.
 CU0327'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0327'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, THENCE
 CU0327'0.5 MILE WEST ALONG FARM ROAD 1229, THENCE 2.0 MILES NORTH ALONG A
 CU0327'GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD,
 CU0327'THENCE 1.1 MILES EAST ALONG A FENCE, THENCE 0.8 MILE NORTH ALONG A
 CU0327'FENCE, 388 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH TAXI
 CU0327'STRIP AT WEBB AIR FORCE BASE AUXILIARY AIRFIELD, 0.3 FOOT EAST OF A
 CU0327'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 CU0327'THE GROUND.  STAMPED WEBB AFB AA BL NO 11 EL 2202.54 1954 ALBUQUERQUE
 CU0327'DIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0328 ***********************************************************************
 CU0328  DESIGNATION -  PBM 12
 CU0328  PID         -  CU0328
 CU0328  STATE/COUNTY-  TX/MITCHELL
 CU0328  USGS QUAD   -  CEDAR BEND (1979)
 CU0328
 CU0328                         *CURRENT SURVEY CONTROL
 CU0328  ___________________________________________________________________
 CU0328* NAD 83(1986)-  32 28 07.     (N)    100 55 27.     (W)     SCALED    
 CU0328* NAVD 88     -       672.592  (meters)    2206.66   (feet)  ADJUSTED  
 CU0328  ___________________________________________________________________
 CU0328  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CU0328  DYNAMIC HT  -         671.695 (meters)    2203.72  (feet)  COMP
 CU0328  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 CU0328
 CU0328  VERT ORDER  -  FIRST     CLASS II
 CU0328
 CU0328.The horizontal coordinates were scaled from a topographic map and have
 CU0328.an estimated accuracy of +/- 6 seconds.
 CU0328
 CU0328.The orthometric height was determined by differential leveling
 CU0328.and adjusted by the National Geodetic Survey in June 1991..
 CU0328
 CU0328.The geoid height was determined by GEOID03.
 CU0328
 CU0328.The dynamic height is computed by dividing the NAVD 88
 CU0328.geopotential number by the normal gravity value computed on the
 CU0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0328.degrees latitude (g = 980.6199 gals.).
 CU0328
 CU0328.The modeled gravity was interpolated from observed gravity values.
 CU0328
 CU0328;                    North         East    Units  Estimated Accuracy
 CU0328;SPC TXNC     - 2,091,560.      372,140.      MT  (+/- 180 meters Scaled)
 CU0328
 CU0328                          SUPERSEDED SURVEY CONTROL
 CU0328
 CU0328  NGVD 29 (??/??/92)  672.350  (m)         2205.87   (f) ADJ UNCH    1 2
 CU0328
 CU0328.Superseded values are not recommended for survey control.
 CU0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0328.See file dsdata.txt to determine how the superseded data were derived.
 CU0328
 CU0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA191940(NAD 83)
 CU0328_MARKER: DD = SURVEY DISK
 CU0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0328_STAMPING: SEE TEXT
 CU0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0328+STABILITY: SURFACE MOTION
 CU0328
 CU0328  HISTORY     - Date     Condition        Report By
 CU0328  HISTORY     - 1954     MONUMENTED       DOD
 CU0328  HISTORY     - 1956     GOOD             NGS
 CU0328
 CU0328                          STATION DESCRIPTION
 CU0328
 CU0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0328'11.05 MI NW FROM COLORADO CITY.
 CU0328'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0328'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, THENCE
 CU0328'0.5 MILE WEST ALONG FARM ROAD 1229, THENCE 2.0 MILES NORTH ALONG A
 CU0328'GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD,
 CU0328'THENCE 1.1 MILES EAST ALONG A FENCE, THENCE 1.15 MILES NORTH ALONG A
 CU0328'FENCE, 388 FEET WEST OF THE CENTER LINE OF A TAXI STRIP AT WEBB AIR
 CU0328'FORCE BASE AUXILIARY AIRFIELD, 0.2 FOOT EAST OF A FENCE, SET IN THE
 CU0328'TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CU0328'STAMPED WEBB AFB AA BL NO 12 EL 2205.86 1954 ALBUQUERQUE DIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0330 ***********************************************************************
 CU0330  DESIGNATION -  PBM 13
 CU0330  PID         -  CU0330
 CU0330  STATE/COUNTY-  TX/MITCHELL
 CU0330  USGS QUAD   -  CEDAR BEND (1979)
 CU0330
 CU0330                         *CURRENT SURVEY CONTROL
 CU0330  ___________________________________________________________________
 CU0330* NAD 83(1986)-  32 28 31.     (N)    100 55 27.     (W)     SCALED    
 CU0330* NAVD 88     -       672.404  (meters)    2206.05   (feet)  ADJUSTED  
 CU0330  ___________________________________________________________________
 CU0330  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CU0330  DYNAMIC HT  -         671.507 (meters)    2203.10  (feet)  COMP
 CU0330  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 CU0330
 CU0330  VERT ORDER  -  FIRST     CLASS II
 CU0330
 CU0330.The horizontal coordinates were scaled from a topographic map and have
 CU0330.an estimated accuracy of +/- 6 seconds.
 CU0330
 CU0330.The orthometric height was determined by differential leveling
 CU0330.and adjusted by the National Geodetic Survey in June 1991..
 CU0330
 CU0330.The geoid height was determined by GEOID03.
 CU0330
 CU0330.The dynamic height is computed by dividing the NAVD 88
 CU0330.geopotential number by the normal gravity value computed on the
 CU0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0330.degrees latitude (g = 980.6199 gals.).
 CU0330
 CU0330.The modeled gravity was interpolated from observed gravity values.
 CU0330
 CU0330;                    North         East    Units  Estimated Accuracy
 CU0330;SPC TXNC     - 2,092,300.      372,160.      MT  (+/- 180 meters Scaled)
 CU0330
 CU0330                          SUPERSEDED SURVEY CONTROL
 CU0330
 CU0330  NGVD 29 (??/??/92)  672.162  (m)         2205.25   (f) ADJ UNCH    1 2
 CU0330
 CU0330.Superseded values are not recommended for survey control.
 CU0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0330.See file dsdata.txt to determine how the superseded data were derived.
 CU0330
 CU0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA191947(NAD 83)
 CU0330_MARKER: DD = SURVEY DISK
 CU0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0330_STAMPING: SEE TEXT
 CU0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0330+STABILITY: SURFACE MOTION
 CU0330
 CU0330  HISTORY     - Date     Condition        Report By
 CU0330  HISTORY     - 1954     MONUMENTED       DOD
 CU0330  HISTORY     - 1961     GOOD             NGS
 CU0330
 CU0330                          STATION DESCRIPTION
 CU0330
 CU0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0330'11.55 MI NW FROM COLORADO CITY.
 CU0330'ABOUT 3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CU0330'STATION AT COLORADO CITY, THENCE 2.5 MILES NORTHWEST ALONG FARM ROAD
 CU0330'1229, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE
 CU0330'EAST ALONG A GRADED DIRT ROAD, THENCE 1.1 MILES EAST ALONG A FENCE,
 CU0330'THENCE 1.65 MILES NORTH ALONG A FENCE TO A WATER TOWER AND A LARGE
 CU0330'METAL BUILDING ON THE WEST SIDE OF THE WEBB AIR FORCE BASE AUXILIARY
 CU0330'AIRFIELD, 0.4 MILE SOUTH OF THE NORTH ENTRANCE TO THE AIRFIELD, 388
 CU0330'FEET WEST OF THE CENTER LINE OF A PAVED TAXI STRIP, 89 FEET SOUTHWEST
 CU0330'OF THE CENTER LINE OF A PAVED ROAD, 152 1/2 FEET NORTHWEST OF THE
 CU0330'NORTHWEST LEG OF THE WATER TOWER, 152 FEET NORTHWEST OF THE NORTHWEST
 CU0330'CORNER OF THE LARGE METAL BUILDING, 2 INCHES EAST OF A FENCE, AND SET
 CU0330'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES. STAMPED WEBB AFB AA
 CU0330'BL NO 13 EL 2205.24 1954 ALBUQUERQUE DIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0331 ***********************************************************************
 CU0331  DESIGNATION -  PBM 14
 CU0331  PID         -  CU0331
 CU0331  STATE/COUNTY-  TX/MITCHELL
 CU0331  USGS QUAD   -  CEDAR BEND (1979)
 CU0331
 CU0331                         *CURRENT SURVEY CONTROL
 CU0331  ___________________________________________________________________
 CU0331* NAD 83(1986)-  32 28 52.     (N)    100 55 27.     (W)     SCALED    
 CU0331* NAVD 88     -       670.626  (meters)    2200.21   (feet)  ADJUSTED  
 CU0331  ___________________________________________________________________
 CU0331  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CU0331  DYNAMIC HT  -         669.731 (meters)    2197.28  (feet)  COMP
 CU0331  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 CU0331
 CU0331  VERT ORDER  -  FIRST     CLASS II
 CU0331
 CU0331.The horizontal coordinates were scaled from a topographic map and have
 CU0331.an estimated accuracy of +/- 6 seconds.
 CU0331
 CU0331.The orthometric height was determined by differential leveling
 CU0331.and adjusted by the National Geodetic Survey in June 1991..
 CU0331
 CU0331.The geoid height was determined by GEOID03.
 CU0331
 CU0331.The dynamic height is computed by dividing the NAVD 88
 CU0331.geopotential number by the normal gravity value computed on the
 CU0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0331.degrees latitude (g = 980.6199 gals.).
 CU0331
 CU0331.The modeled gravity was interpolated from observed gravity values.
 CU0331
 CU0331;                    North         East    Units  Estimated Accuracy
 CU0331;SPC TXNC     - 2,092,940.      372,180.      MT  (+/- 180 meters Scaled)
 CU0331
 CU0331                          SUPERSEDED SURVEY CONTROL
 CU0331
 CU0331  NGVD 29 (??/??/92)  670.383  (m)         2199.41   (f) ADJ UNCH    1 2
 CU0331
 CU0331.Superseded values are not recommended for survey control.
 CU0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0331.See file dsdata.txt to determine how the superseded data were derived.
 CU0331
 CU0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA191953(NAD 83)
 CU0331_MARKER: DB = BENCH MARK DISK
 CU0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0331_STAMPING: SEE TEXT
 CU0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0331+STABILITY: SURFACE MOTION
 CU0331
 CU0331  HISTORY     - Date     Condition        Report By
 CU0331  HISTORY     - 1954     MONUMENTED       DOD
 CU0331  HISTORY     - 1961     GOOD             NGS
 CU0331
 CU0331                          STATION DESCRIPTION
 CU0331
 CU0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0331'11.95 MI NW FROM COLORADO CITY.
 CU0331'ABOUT 3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CU0331'STATION AT COLORADO CITY, THENCE 2.5 MILES NORTHWEST ALONG FARM ROAD
 CU0331'1229, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE
 CU0331'EAST ALONG A GRADED DIRT ROAD, THENCE 1.1 MILE EAST ALONG A FENCE,
 CU0331'THENCE 1.65 MILES NORTH ALONG A FENCE TO A WATER TOWER AND A LARGE
 CU0331'METAL BUILDING ON THE WEST SIDE OF THE WEBB AIR FORCE BASE AUXILIARY
 CU0331'AIRFIELD, THENCE 0.4 MILE NORTH ALONG A PAVED ROAD TO THE NORTH
 CU0331'ENTRANCE TO THE AIRFIELD, OR 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY
 CU0331'350 FROM THE BAPTIST CHURCH AT IRA, THENCE 5.9 MILES SOUTHEAST ALONG
 CU0331'FARM ROAD 1229, THENCE 5.95 MILES EAST ALONG FARM ROAD 1808, 51 FEET
 CU0331'WEST OF THE CENTER LINE OF THE PAVED ROAD TO THE AIRFIELD, 312 FEET
 CU0331'SOUTH OF THE CENTER LINE OF FARM ROAD 1808, 202 FEET SOUTH-SOUTHWEST
 CU0331'OF THE SOUTHWEST CORNER OF THE MORE SOUTHERLY OF TWO CATTLE GUARDS,
 CU0331'200 FEET SOUTH OF A FENCE CORNER, 3 INCHES EAST OF A FENCE, ABOUT
 CU0331'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CU0331'5 INCHES.  STAMPED WEBB AFB AA BL NO 14 EL 2199.34 1954 ALBUQUERQUE
 CU0331'DIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0754 ***********************************************************************
 CT0754  DESIGNATION -  PBM 277
 CT0754  PID         -  CT0754
 CT0754  STATE/COUNTY-  TX/JONES
 CT0754  USGS QUAD   -  ANSON (1965)
 CT0754
 CT0754                         *CURRENT SURVEY CONTROL
 CT0754  ___________________________________________________________________
 CT0754* NAD 83(1986)-  32 51 43.     (N)    099 53 16.     (W)     SCALED    
 CT0754* NAVD 88     -       500.637  (meters)    1642.51   (feet)  ADJUSTED  
 CT0754  ___________________________________________________________________
 CT0754  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0754  DYNAMIC HT  -         499.994 (meters)    1640.40  (feet)  COMP
 CT0754  MODELED GRAV-     979,339.5   (mgal)                       NAVD 88
 CT0754
 CT0754  VERT ORDER  -  SECOND    CLASS 0
 CT0754
 CT0754.The horizontal coordinates were scaled from a topographic map and have
 CT0754.an estimated accuracy of +/- 6 seconds.
 CT0754
 CT0754.The orthometric height was determined by differential leveling
 CT0754.and adjusted by the National Geodetic Survey in June 1991..
 CT0754
 CT0754.The geoid height was determined by GEOID03.
 CT0754
 CT0754.The dynamic height is computed by dividing the NAVD 88
 CT0754.geopotential number by the normal gravity value computed on the
 CT0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0754.degrees latitude (g = 980.6199 gals.).
 CT0754
 CT0754.The modeled gravity was interpolated from observed gravity values.
 CT0754
 CT0754;                    North         East    Units  Estimated Accuracy
 CT0754;SPC TXNC     - 2,133,400.      470,130.      MT  (+/- 180 meters Scaled)
 CT0754
 CT0754                          SUPERSEDED SURVEY CONTROL
 CT0754
 CT0754  NGVD 29 (??/??/92)  500.44   (m)         1641.9    (f) COMPUTED    2 0
 CT0754
 CT0754.Superseded values are not recommended for survey control.
 CT0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0754.See file dsdata.txt to determine how the superseded data were derived.
 CT0754
 CT0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB169363(NAD 83)
 CT0754_MARKER: DD = SURVEY DISK
 CT0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0754_SP_SET: SILO
 CT0754_STAMPING: P.B.M.
 CT0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0754
 CT0754  HISTORY     - Date     Condition        Report By
 CT0754  HISTORY     - UNK      MONUMENTED       DOD
 CT0754  HISTORY     - 1961     GOOD             NGS
 CT0754
 CT0754                          STATION DESCRIPTION
 CT0754
 CT0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0754'9.0 MI NW FROM ANSON.
 CT0754'7.75 MILES NORTH ALONG U.S. HIGHWAY 277 FROM THE COURTHOUSE AT ANSON,
 CT0754'THENCE 1.15 MILES WEST ALONG FARM ROAD 1636, THENCE 0.1 MILES SOUTH
 CT0754'ALONG A PAVED ROAD, SET IN THE TOP OF THE NORTHEAST EDGE OF THE
 CT0754'CONCRETE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0628 ***********************************************************************
 CT0628  DESIGNATION -  PBM 3
 CT0628  PID         -  CT0628
 CT0628  STATE/COUNTY-  TX/TAYLOR
 CT0628  USGS QUAD   -  LAWN (1967)
 CT0628
 CT0628                         *CURRENT SURVEY CONTROL
 CT0628  ___________________________________________________________________
 CT0628* NAD 83(1986)-  32 08 25.     (N)    099 42 12.     (W)     SCALED    
 CT0628* NAVD 88     -       604.847  (meters)    1984.40   (feet)  POSTED    
 CT0628  ___________________________________________________________________
 CT0628  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CT0628  DYNAMIC HT  -         604.050 (meters)    1981.79  (feet)  COMP
 CT0628  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 CT0628
 CT0628  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0628
 CT0628.The horizontal coordinates were scaled from a topographic map and have
 CT0628.an estimated accuracy of +/- 6 seconds.
 CT0628
 CT0628.The orthometric height was determined by differential leveling
 CT0628.and adjusted by the National Geodetic Survey in 1992..
 CT0628.No vertical observational check was made to the station.
 CT0628.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0628.was located on a no-check spur therefore a value was not computed.
 CT0628
 CT0628.The geoid height was determined by GEOID03.
 CT0628
 CT0628.The dynamic height is computed by dividing the NAVD 88
 CT0628.geopotential number by the normal gravity value computed on the
 CT0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0628.degrees latitude (g = 980.6199 gals.).
 CT0628
 CT0628.The modeled gravity was interpolated from observed gravity values.
 CT0628
 CT0628;                    North         East    Units  Estimated Accuracy
 CT0628;SPC TXNC     - 2,053,170.      486,470.      MT  (+/- 180 meters Scaled)
 CT0628
 CT0628                          SUPERSEDED SURVEY CONTROL
 CT0628
 CT0628  NGVD 29 (??/??/92)  604.71   (m)         1984.0    (f) COMPUTED    1 2
 CT0628
 CT0628.Superseded values are not recommended for survey control.
 CT0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0628.See file dsdata.txt to determine how the superseded data were derived.
 CT0628
 CT0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA336562(NAD 83)
 CT0628_MARKER: DD = SURVEY DISK
 CT0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0628_SP_SET: CONCRETE SILO
 CT0628_STAMPING: P.B.M.
 CT0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0628
 CT0628  HISTORY     - Date     Condition        Report By
 CT0628  HISTORY     - UNK      MONUMENTED       CGS
 CT0628  HISTORY     - 1961     GOOD             NGS
 CT0628
 CT0628                          STATION DESCRIPTION
 CT0628
 CT0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0628'2.75 MI E FROM LAWN.
 CT0628'2.45 MILES EAST ALONG FARM ROAD FROM THE RAILROAD STATION AT LAWN,
 CT0628'THENCE 0.3 MILES NORTH ALONG A PAVED ROAD, SET IN TOP OF THE NORTHEAST
 CT0628'EDGE OF THE CONCRETE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0329 ***********************************************************************
 CU0329  DESIGNATION -  PBM 4
 CU0329  PID         -  CU0329
 CU0329  STATE/COUNTY-  TX/MITCHELL
 CU0329  USGS QUAD   -  CEDAR BEND (1979)
 CU0329
 CU0329                         *CURRENT SURVEY CONTROL
 CU0329  ___________________________________________________________________
 CU0329* NAD 83(1986)-  32 28 22.     (N)    100 55 02.     (W)     SCALED    
 CU0329* NAVD 88     -       675.834  (meters)    2217.30   (feet)  ADJUSTED  
 CU0329  ___________________________________________________________________
 CU0329  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CU0329  DYNAMIC HT  -         674.933 (meters)    2214.34  (feet)  COMP
 CU0329  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 CU0329
 CU0329  VERT ORDER  -  FIRST     CLASS II
 CU0329
 CU0329.The horizontal coordinates were scaled from a topographic map and have
 CU0329.an estimated accuracy of +/- 6 seconds.
 CU0329
 CU0329.The orthometric height was determined by differential leveling
 CU0329.and adjusted by the National Geodetic Survey in June 1991..
 CU0329
 CU0329.The geoid height was determined by GEOID03.
 CU0329
 CU0329.The dynamic height is computed by dividing the NAVD 88
 CU0329.geopotential number by the normal gravity value computed on the
 CU0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0329.degrees latitude (g = 980.6199 gals.).
 CU0329
 CU0329.The modeled gravity was interpolated from observed gravity values.
 CU0329
 CU0329;                    North         East    Units  Estimated Accuracy
 CU0329;SPC TXNC     - 2,092,000.      372,810.      MT  (+/- 180 meters Scaled)
 CU0329
 CU0329                          SUPERSEDED SURVEY CONTROL
 CU0329
 CU0329  NGVD 29 (??/??/92)  675.591  (m)         2216.50   (f) ADJ UNCH    1 2
 CU0329
 CU0329.Superseded values are not recommended for survey control.
 CU0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0329.See file dsdata.txt to determine how the superseded data were derived.
 CU0329
 CU0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA198944(NAD 83)
 CU0329_MARKER: DD = SURVEY DISK
 CU0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0329_STAMPING: SEE TEXT
 CU0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0329+STABILITY: SURFACE MOTION
 CU0329
 CU0329  HISTORY     - Date     Condition        Report By
 CU0329  HISTORY     - 1954     MONUMENTED       DOD
 CU0329  HISTORY     - 1956     GOOD             NGS
 CU0329  HISTORY     - 1961     GOOD             NGS
 CU0329
 CU0329                          STATION DESCRIPTION
 CU0329
 CU0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0329'11.45 MI NW FROM COLORADO CITY.
 CU0329'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0329'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, THENCE
 CU0329'0.5 MILE NORTH ALONG FARM ROAD 1229, THENCE 2.0 MILES NORTH ALONG A
 CU0329'GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD,
 CU0329'THENCE 1.1 MILES EAST ALONG A FENCE, THENCE 1.15 MILES NORTH ALONG A
 CU0329'FENCE, THENCE 0.4 MILE NORTHEAST ACROSS THE NORTH AND SOUTH RUNWAY OF
 CU0329'WEBB AIR FORCE BASE AUXILIARY AIRFIELD, 270 YARDS EAST OF THE EAST
 CU0329'EDGE OF THE NORTH AND SOUTH RUNWAY, 0.15 MILE SOUTHEAST OF A WIND
 CU0329'SOCK, 0.4 MILE SOUTH OF THE NORTH END OF THE RUNWAY, 0.2 FOOT WEST OF
 CU0329'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT
 CU0329'ABOVE THE GROUND.  STAMPED WEBB AFB AA BM NO 4 EL 2216.48 1954
 CU0329'ALBUQUERQUE DIST.
 CU0329
 CU0329                          STATION RECOVERY (1961)
 CU0329
 CU0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2667 ***********************************************************************
 CS2667  DESIGNATION -  PBM 5 USE 1947
 CS2667  PID         -  CS2667
 CS2667  STATE/COUNTY-  TX/KAUFMAN
 CS2667  USGS QUAD   -  ROSSER (1963)
 CS2667
 CS2667                         *CURRENT SURVEY CONTROL
 CS2667  ___________________________________________________________________
 CS2667* NAD 83(1993)-  32 25 56.92008(N)    096 28 17.48402(W)     ADJUSTED  
 CS2667* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 CS2667  ___________________________________________________________________
 CS2667  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 CS2667  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CS2667
 CS2667  HORZ ORDER  -  SECOND
 CS2667
 CS2667.The horizontal coordinates were established by classical geodetic methods
 CS2667.and adjusted by the National Geodetic Survey in February 1996..
 CS2667
 CS2667.The orthometric height was scaled from a topographic map.
 CS2667
 CS2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2667
 CS2667.The geoid height was determined by GEOID03.
 CS2667
 CS2667;                    North         East     Units Scale Factor Converg.
 CS2667;SPC TXNC     - 2,086,763.321   790,746.875   MT  0.99993059   +1 06 22.8
 CS2667;SPC TXNC     - 6,846,322.66  2,594,308.71   sFT  0.99993059   +1 06 22.8
 CS2667;UTM  14      - 3,591,188.604   737,733.335   MT  1.00029699   +1 21 24.0
 CS2667
 CS2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2667!SPC TXNC     -   0.99998816  x   0.99993059  =   0.99991875
 CS2667!UTM  14      -   0.99998816  x   1.00029699  =   1.00028515
 CS2667
 CS2667                          SUPERSEDED SURVEY CONTROL
 CS2667
 CS2667  NAD 83(1986)-  32 25 56.92721(N)    096 28 17.46718(W) AD(       ) 2
 CS2667  NAD 27      -  32 25 56.42000(N)    096 28 16.51600(W) AD(       ) 2
 CS2667
 CS2667.Superseded values are not recommended for survey control.
 CS2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2667.See file dsdata.txt to determine how the superseded data were derived.
 CS2667
 CS2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3773391189(NAD 83)
 CS2667_MARKER: DD = SURVEY DISK
 CS2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2667+STABILITY: SURFACE MOTION
 CS2667
 CS2667  HISTORY     - Date     Condition        Report By
 CS2667  HISTORY     - 1947     MONUMENTED       USE
 CS2667
 CS2667                          STATION DESCRIPTION
 CS2667
 CS2667'DESCRIBED BY US ENGINEERS 1947 (CAG)
 CS2667'MARK IN GOOD CONDITION.  LOCATED ABOUT 100 FEET N OF THE
 CS2667'MAIN CHANNEL OF TRINITY RIVER AND 35 FEET S OF A NARROW
 CS2667'CHANNEL (BACKWATER) AND 6 FEET S OF CENTER LINE OF TRACK
 CS2667'ROAD.
 CS2667'
 CS2667'USED BM NO 5 IS A BRONZE CAP SET IN TOP OF A ONE-FOOT SQUARE
 CS2667'CONCRETE POST, PROJECTING 10 INCHES.  IT IS 157.28 FEET
 CS2667'(SLOPE DISTANCE), 155.99 FEET (HORIZONTAL DISTANCE) SSW
 CS2667'OF HUB.  ELEVATION IS OBLITERATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0612 ***********************************************************************
 CT0612  DESIGNATION -  PBM 604
 CT0612  PID         -  CT0612
 CT0612  STATE/COUNTY-  TX/CALLAHAN
 CT0612  USGS QUAD   -  OPLIN (1987)
 CT0612
 CT0612                         *CURRENT SURVEY CONTROL
 CT0612  ___________________________________________________________________
 CT0612* NAD 83(1986)-  32 09 42.     (N)    099 33 08.     (W)     SCALED    
 CT0612* NAVD 88     -       616.701  (meters)    2023.29   (feet)  POSTED    
 CT0612  ___________________________________________________________________
 CT0612  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CT0612  DYNAMIC HT  -         615.890 (meters)    2020.63  (feet)  COMP
 CT0612  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 CT0612
 CT0612  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0612
 CT0612.The horizontal coordinates were scaled from a topographic map and have
 CT0612.an estimated accuracy of +/- 6 seconds.
 CT0612
 CT0612.The orthometric height was determined by differential leveling
 CT0612.and adjusted by the National Geodetic Survey in 1992..
 CT0612.No vertical observational check was made to the station.
 CT0612.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0612.was located on a no-check spur therefore a value was not computed.
 CT0612
 CT0612.The geoid height was determined by GEOID03.
 CT0612
 CT0612.The dynamic height is computed by dividing the NAVD 88
 CT0612.geopotential number by the normal gravity value computed on the
 CT0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0612.degrees latitude (g = 980.6199 gals.).
 CT0612
 CT0612.The modeled gravity was interpolated from observed gravity values.
 CT0612
 CT0612;                    North         East    Units  Estimated Accuracy
 CT0612;SPC TXNC     - 2,055,390.      500,750.      MT  (+/- 180 meters Scaled)
 CT0612
 CT0612                          SUPERSEDED SURVEY CONTROL
 CT0612
 CT0612  NGVD 29 (??/??/92)  616.55   (m)         2022.8    (f) COMPUTED    1 2
 CT0612
 CT0612.Superseded values are not recommended for survey control.
 CT0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0612.See file dsdata.txt to determine how the superseded data were derived.
 CT0612
 CT0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA479584(NAD 83)
 CT0612_MARKER: DD = SURVEY DISK
 CT0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0612_SP_SET: CONCRETE SILO
 CT0612_STAMPING: P.B.M.
 CT0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0612
 CT0612  HISTORY     - Date     Condition        Report By
 CT0612  HISTORY     - UNK      MONUMENTED       DOD
 CT0612  HISTORY     - 1961     GOOD             NGS
 CT0612
 CT0612                          STATION DESCRIPTION
 CT0612
 CT0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0612'12.4 MI NE FROM LAWN.
 CT0612'12.0 MILES NORTHEAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT
 CT0612'LAWN, THENCE 0.4 MILES EAST ALONG A PAVED ROAD INTO THE MISSILE SITE,
 CT0612'SET IN TOP OF THE NORTHEAST EDGE OF THE CONCRETE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0725 ***********************************************************************
 CT0725  DESIGNATION -  PBM 707
 CT0725  PID         -  CT0725
 CT0725  STATE/COUNTY-  TX/JONES
 CT0725  USGS QUAD   -  TRUBY (1984)
 CT0725
 CT0725                         *CURRENT SURVEY CONTROL
 CT0725  ___________________________________________________________________
 CT0725* NAD 83(1986)-  32 42 47.     (N)    099 54 29.     (W)     SCALED    
 CT0725* NAVD 88     -       548.254  (meters)    1798.73   (feet)  ADJUSTED  
 CT0725  ___________________________________________________________________
 CT0725  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CT0725  DYNAMIC HT  -         547.544 (meters)    1796.40  (feet)  COMP
 CT0725  MODELED GRAV-     979,326.6   (mgal)                       NAVD 88
 CT0725
 CT0725  VERT ORDER  -  SECOND    CLASS 0
 CT0725
 CT0725.The horizontal coordinates were scaled from a topographic map and have
 CT0725.an estimated accuracy of +/- 6 seconds.
 CT0725
 CT0725.The orthometric height was determined by differential leveling
 CT0725.and adjusted by the National Geodetic Survey in June 1991..
 CT0725
 CT0725.The geoid height was determined by GEOID03.
 CT0725
 CT0725.The dynamic height is computed by dividing the NAVD 88
 CT0725.geopotential number by the normal gravity value computed on the
 CT0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0725.degrees latitude (g = 980.6199 gals.).
 CT0725
 CT0725.The modeled gravity was interpolated from observed gravity values.
 CT0725
 CT0725;                    North         East    Units  Estimated Accuracy
 CT0725;SPC TXNC     - 2,116,920.      468,010.      MT  (+/- 180 meters Scaled)
 CT0725
 CT0725                          SUPERSEDED SURVEY CONTROL
 CT0725
 CT0725  NGVD 29 (??/??/92)  548.06   (m)         1798.1    (f) COMPUTED    2 0
 CT0725
 CT0725.Superseded values are not recommended for survey control.
 CT0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0725.See file dsdata.txt to determine how the superseded data were derived.
 CT0725
 CT0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB148198(NAD 83)
 CT0725_MARKER: DD = SURVEY DISK
 CT0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0725_SP_SET: SILO
 CT0725_STAMPING: P.B.M.
 CT0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0725
 CT0725  HISTORY     - Date     Condition        Report By
 CT0725  HISTORY     - UNK      MONUMENTED       DOD
 CT0725  HISTORY     - 1961     GOOD             NGS
 CT0725
 CT0725                          STATION DESCRIPTION
 CT0725
 CT0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0725'3.55 MI SW FROM ANSON.
 CT0725'1.35 MILES SOUTH ALONG U.S. HIGHWAYS 277 AND 83 FROM THE COURTHOUSE AT
 CT0725'ANSON, THENCE 2.05 MILES SOUTHWEST ALONG FARM ROAD 707, THENCE 0.15
 CT0725'MILE EAST ALONG A PAVED ROAD, SET IN A DRILLHOLE IN THE NORTHEAST EDGE
 CT0725'OF THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0324 ***********************************************************************
 CU0324  DESIGNATION -  PBM 8
 CU0324  PID         -  CU0324
 CU0324  STATE/COUNTY-  TX/MITCHELL
 CU0324  USGS QUAD   -  CEDAR BEND (1979)
 CU0324
 CU0324                         *CURRENT SURVEY CONTROL
 CU0324  ___________________________________________________________________
 CU0324* NAD 83(1986)-  32 27 05.     (N)    100 55 29.     (W)     SCALED    
 CU0324* NAVD 88     -       667.171  (meters)    2188.88   (feet)  ADJUSTED  
 CU0324  ___________________________________________________________________
 CU0324  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CU0324  DYNAMIC HT  -         666.280 (meters)    2185.95  (feet)  COMP
 CU0324  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 CU0324
 CU0324  VERT ORDER  -  FIRST     CLASS II
 CU0324
 CU0324.The horizontal coordinates were scaled from a topographic map and have
 CU0324.an estimated accuracy of +/- 6 seconds.
 CU0324
 CU0324.The orthometric height was determined by differential leveling
 CU0324.and adjusted by the National Geodetic Survey in June 1991..
 CU0324
 CU0324.The geoid height was determined by GEOID03.
 CU0324
 CU0324.The dynamic height is computed by dividing the NAVD 88
 CU0324.geopotential number by the normal gravity value computed on the
 CU0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0324.degrees latitude (g = 980.6199 gals.).
 CU0324
 CU0324.The modeled gravity was interpolated from observed gravity values.
 CU0324
 CU0324;                    North         East    Units  Estimated Accuracy
 CU0324;SPC TXNC     - 2,089,650.      372,050.      MT  (+/- 180 meters Scaled)
 CU0324
 CU0324                          SUPERSEDED SURVEY CONTROL
 CU0324
 CU0324  NGVD 29 (??/??/92)  666.929  (m)         2188.08   (f) ADJ UNCH    1 2
 CU0324
 CU0324.Superseded values are not recommended for survey control.
 CU0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0324.See file dsdata.txt to determine how the superseded data were derived.
 CU0324
 CU0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA190921(NAD 83)
 CU0324_MARKER: DD = SURVEY DISK
 CU0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0324_STAMPING: SEE TEXT
 CU0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0324+STABILITY: SURFACE MOTION
 CU0324
 CU0324  HISTORY     - Date     Condition        Report By
 CU0324  HISTORY     - 1954     MONUMENTED       DOD
 CU0324  HISTORY     - 1956     GOOD             NGS
 CU0324
 CU0324                          STATION DESCRIPTION
 CU0324
 CU0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0324'10.0 MI NW FROM COLORADO CITY.
 CU0324'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0324'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, THENCE
 CU0324'0.5 MILE WEST ALONG FARM ROAD 1229, THENCE 2.0 MILES NORTH ALONG A
 CU0324'GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD,
 CU0324'THENCE 1.1 MILES EAST ALONG A FENCE, THENCE 0.1 MILE SOUTH ALONG A
 CU0324'FENCE, 0.2 MILE SOUTHWEST OF THE SOUTH END OF A TAXI STRIP ON THE WEST
 CU0324'SIDE OF THE MAIN NORTH AND SOUTH RUNWAY AT WEBB AIR FORCE BASE
 CU0324'AUXILIARY AIRFIELD, 2 FEET SOUTH OF A FENCE CORNER, IN LINE WITH A
 CU0324'FENCE LEADING NORTH, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CU0324'0.7 FOOT ABOVE THE GROUND.  STAMPED WEBB AFB AA BL NO 8 EL 2188.08
 CU0324'1954 ALBUQUERQUE DIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0325 ***********************************************************************
 CU0325  DESIGNATION -  PBM 9
 CU0325  PID         -  CU0325
 CU0325  STATE/COUNTY-  TX/MITCHELL
 CU0325  USGS QUAD   -  CEDAR BEND (1979)
 CU0325
 CU0325                         *CURRENT SURVEY CONTROL
 CU0325  ___________________________________________________________________
 CU0325* NAD 83(1986)-  32 27 16.     (N)    100 55 27.     (W)     SCALED    
 CU0325* NAVD 88     -       668.839  (meters)    2194.35   (feet)  ADJUSTED  
 CU0325  ___________________________________________________________________
 CU0325  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0325  DYNAMIC HT  -         667.946 (meters)    2191.42  (feet)  COMP
 CU0325  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 CU0325
 CU0325  VERT ORDER  -  FIRST     CLASS II
 CU0325
 CU0325.The horizontal coordinates were scaled from a topographic map and have
 CU0325.an estimated accuracy of +/- 6 seconds.
 CU0325
 CU0325.The orthometric height was determined by differential leveling
 CU0325.and adjusted by the National Geodetic Survey in June 1991..
 CU0325
 CU0325.The geoid height was determined by GEOID03.
 CU0325
 CU0325.The dynamic height is computed by dividing the NAVD 88
 CU0325.geopotential number by the normal gravity value computed on the
 CU0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0325.degrees latitude (g = 980.6199 gals.).
 CU0325
 CU0325.The modeled gravity was interpolated from observed gravity values.
 CU0325
 CU0325;                    North         East    Units  Estimated Accuracy
 CU0325;SPC TXNC     - 2,089,990.      372,110.      MT  (+/- 180 meters Scaled)
 CU0325
 CU0325                          SUPERSEDED SURVEY CONTROL
 CU0325
 CU0325  NGVD 29 (??/??/92)  668.597  (m)         2193.56   (f) ADJ UNCH    1 2
 CU0325
 CU0325.Superseded values are not recommended for survey control.
 CU0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0325.See file dsdata.txt to determine how the superseded data were derived.
 CU0325
 CU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA191924(NAD 83)
 CU0325_MARKER: DD = SURVEY DISK
 CU0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0325_STAMPING: SEE TEXT
 CU0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0325+STABILITY: SURFACE MOTION
 CU0325
 CU0325  HISTORY     - Date     Condition        Report By
 CU0325  HISTORY     - 1954     MONUMENTED       DOD
 CU0325  HISTORY     - 1956     GOOD             NGS
 CU0325
 CU0325                          STATION DESCRIPTION
 CU0325
 CU0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0325'10.0 MI NW FROM COLORADO CITY.
 CU0325'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0325'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, THENCE
 CU0325'0.5 MILE WEST ALONG FARM ROAD 1229, THENCE 2.0 MILES NORTH ALONG A
 CU0325'GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD,
 CU0325'THENCE 1.1 MILES EAST ALONG A FENCE, THENCE 0.1 MILE NORTH ALONG A
 CU0325'FENCE, 388 FEET WEST OF THE EXTENDED CENTER LINE OF A NORTH AND SOUTH
 CU0325'TAXI STRIP AT WEBB AIR FORCE BASE AUXILIARY AIRFIELD, ON THE EXTENDED
 CU0325'CENTER LINE OF A TAXI STRIP LEADING EAST, 0.3 FOOT EAST OF A FENCE,
 CU0325'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 CU0325'GROUND.  STAMPED WEBB AFB AA BL NO 9 EL 2193.56 1954 ALBUQUERQUE DIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0325 ***********************************************************************
 CT0325  DESIGNATION -  PBM USE
 CT0325  PID         -  CT0325
 CT0325  STATE/COUNTY-  TX/SHACKELFORD
 CT0325  USGS QUAD   -  ALBANY (1965)
 CT0325
 CT0325                         *CURRENT SURVEY CONTROL
 CT0325  ___________________________________________________________________
 CT0325* NAD 83(1986)-  32 42 17.     (N)    099 17 55.     (W)     SCALED    
 CT0325* NAVD 88     -       447.261  (meters)    1467.39   (feet)  ADJUSTED  
 CT0325  ___________________________________________________________________
 CT0325  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CT0325  DYNAMIC HT  -         446.693 (meters)    1465.53  (feet)  COMP
 CT0325  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 CT0325
 CT0325  VERT ORDER  -  SECOND    CLASS 0
 CT0325
 CT0325.The horizontal coordinates were scaled from a topographic map and have
 CT0325.an estimated accuracy of +/- 6 seconds.
 CT0325
 CT0325.The orthometric height was determined by differential leveling
 CT0325.and adjusted by the National Geodetic Survey in June 1991..
 CT0325
 CT0325.The geoid height was determined by GEOID03.
 CT0325
 CT0325.The dynamic height is computed by dividing the NAVD 88
 CT0325.geopotential number by the normal gravity value computed on the
 CT0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0325.degrees latitude (g = 980.6199 gals.).
 CT0325
 CT0325.The modeled gravity was interpolated from observed gravity values.
 CT0325
 CT0325;                    North         East    Units  Estimated Accuracy
 CT0325;SPC TXNC     - 2,115,400.      525,130.      MT  (+/- 180 meters Scaled)
 CT0325
 CT0325                          SUPERSEDED SURVEY CONTROL
 CT0325
 CT0325  NGVD 29 (??/??/92)  447.13   (m)         1467.0    (f) COMPUTED    2 0
 CT0325
 CT0325.Superseded values are not recommended for survey control.
 CT0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0325.See file dsdata.txt to determine how the superseded data were derived.
 CT0325
 CT0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB720185(NAD 83)
 CT0325_MARKER: DD = SURVEY DISK
 CT0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0325_SP_SET: CONCRETE APRON
 CT0325_STAMPING: PBM (USE)
 CT0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0325
 CT0325  HISTORY     - Date     Condition        Report By
 CT0325  HISTORY     - UNK      MONUMENTED       DOD
 CT0325  HISTORY     - 1961     GOOD             NGS
 CT0325
 CT0325                          STATION DESCRIPTION
 CT0325
 CT0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0325'1.45 MI S FROM ALBANY.
 CT0325'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAYS 180, 283 AND 380 FROM THE COURT
 CT0325'HOUSE AT ALBANY, THENCE 0.8 MILE SOUTH ALONG U.S. HIGHWAY 283, THENCE
 CT0325'0.2 MILE EAST ALONG A PAVED ROAD TO THE CENTER OF THE SITE, 21 FEET
 CT0325'SOUTHEAST OF L10C2, 27 FEET NORTHWEST OF L10D2, 0.7 INCH SOUTHWEST OF
 CT0325'THE NORTHEAST EDGE OF THE CONCRETE APRON AROUND THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0234 ***********************************************************************
 CU0234  DESIGNATION -  PBM USE
 CU0234  PID         -  CU0234
 CU0234  STATE/COUNTY-  TX/NOLAN
 CU0234  USGS QUAD   -  NOLAN (1984)
 CU0234
 CU0234                         *CURRENT SURVEY CONTROL
 CU0234  ___________________________________________________________________
 CU0234* NAD 83(1986)-  32 18 16.     (N)    100 09 31.     (W)     SCALED    
 CU0234* NAVD 88     -       763.957  (meters)    2506.42   (feet)  ADJUSTED  
 CU0234  ___________________________________________________________________
 CU0234  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0234  DYNAMIC HT  -         762.935 (meters)    2503.06  (feet)  COMP
 CU0234  MODELED GRAV-     979,276.7   (mgal)                       NAVD 88
 CU0234
 CU0234  VERT ORDER  -  SECOND    CLASS 0
 CU0234
 CU0234.The horizontal coordinates were scaled from a topographic map and have
 CU0234.an estimated accuracy of +/- 6 seconds.
 CU0234
 CU0234.The orthometric height was determined by differential leveling
 CU0234.and adjusted by the National Geodetic Survey in June 1991..
 CU0234
 CU0234.The geoid height was determined by GEOID03.
 CU0234
 CU0234.The dynamic height is computed by dividing the NAVD 88
 CU0234.geopotential number by the normal gravity value computed on the
 CU0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0234.degrees latitude (g = 980.6199 gals.).
 CU0234
 CU0234.The modeled gravity was interpolated from observed gravity values.
 CU0234
 CU0234;                    North         East    Units  Estimated Accuracy
 CU0234;SPC TXNC     - 2,071,960.      443,810.      MT  (+/- 180 meters Scaled)
 CU0234
 CU0234                          SUPERSEDED SURVEY CONTROL
 CU0234
 CU0234  NGVD 29 (??/??/92)  763.75   (m)         2505.7    (f) COMPUTED    2 0
 CU0234
 CU0234.Superseded values are not recommended for survey control.
 CU0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0234.See file dsdata.txt to determine how the superseded data were derived.
 CU0234
 CU0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA909747(NAD 83)
 CU0234_MARKER: DD = SURVEY DISK
 CU0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0234_SP_SET: SILO
 CU0234_STAMPING: P.B.M.
 CU0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0234
 CU0234  HISTORY     - Date     Condition        Report By
 CU0234  HISTORY     - UNK      MONUMENTED       DOD
 CU0234  HISTORY     - 1961     GOOD             NGS
 CU0234
 CU0234                          STATION DESCRIPTION
 CU0234
 CU0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0234'19.35 MI S FROM MERKEL.
 CU0234'19.15 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0234'THENCE 0.2 MILES NORTH ALONG A PAVED ROAD INTO THE SITE, SET IN THE
 CU0234'TOP OF THE NORTHEAST EDGE OF THE CONCRETE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0194 ***********************************************************************
 AB0194  DESIGNATION -  PC 273
 AB0194  PID         -  AB0194
 AB0194  STATE/COUNTY-  TX/WILLACY
 AB0194  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0194
 AB0194                         *CURRENT SURVEY CONTROL
 AB0194  ___________________________________________________________________
 AB0194* NAD 83(1993)-  26 33 13.85731(N)    097 25 51.33034(W)     ADJUSTED  
 AB0194* NAVD 88     -         1.599  (meters)       5.25   (feet)  ADJUSTED  
 AB0194  ___________________________________________________________________
 AB0194  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 AB0194  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AB0194  DYNAMIC HT  -           1.597 (meters)       5.24  (feet)  COMP
 AB0194  MODELED GRAV-     979,076.8   (mgal)                       NAVD 88
 AB0194
 AB0194  HORZ ORDER  -  THIRD
 AB0194  VERT ORDER  -  SECOND    CLASS 0
 AB0194
 AB0194.The horizontal coordinates were established by classical geodetic methods
 AB0194.and adjusted by the National Geodetic Survey in February 1996..
 AB0194
 AB0194.The orthometric height was determined by differential leveling
 AB0194.and adjusted by the National Geodetic Survey in June 1991..
 AB0194
 AB0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0194
 AB0194.The geoid height was determined by GEOID03.
 AB0194
 AB0194.The dynamic height is computed by dividing the NAVD 88
 AB0194.geopotential number by the normal gravity value computed on the
 AB0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0194.degrees latitude (g = 980.6199 gals.).
 AB0194
 AB0194.The modeled gravity was interpolated from observed gravity values.
 AB0194
 AB0194;                    North         East     Units Scale Factor Converg.
 AB0194;SPC TX S     - 5,098,744.274   406,517.199   MT  0.99992505   +0 29 07.3
 AB0194;SPC TX S     -16,728,130.17  1,333,715.18   sFT  0.99992505   +0 29 07.3
 AB0194;UTM  14      - 2,937,978.387   656,297.523   MT  0.99990160   +0 42 05.7
 AB0194
 AB0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0194!SPC TX S     -   1.00000334  x   0.99992505  =   0.99992839
 AB0194!UTM  14      -   1.00000334  x   0.99990160  =   0.99990494
 AB0194
 AB0194                          SUPERSEDED SURVEY CONTROL
 AB0194
 AB0194  NAD 83(1986)-  26 33 13.87141(N)    097 25 51.29487(W) AD(       ) 3
 AB0194  NAD 27      -  26 33 12.63600(N)    097 25 50.36300(W) AD(       ) 3
 AB0194  NGVD 29 (??/??/92)    1.666  (m)            5.47   (f) ADJ UNCH    2 0
 AB0194
 AB0194.Superseded values are not recommended for survey control.
 AB0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0194.See file dsdata.txt to determine how the superseded data were derived.
 AB0194
 AB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5629837978(NAD 83)
 AB0194_MARKER: DD = SURVEY DISK
 AB0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0194_STAMPING: P. C. 273 1932
 AB0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0194+STABILITY: SURFACE MOTION
 AB0194
 AB0194  HISTORY     - Date     Condition        Report By
 AB0194  HISTORY     - 1939     MONUMENTED       USE
 AB0194  HISTORY     - 1942     GOOD             CGS
 AB0194  HISTORY     - 1942     GOOD             NGS
 AB0194  HISTORY     - 1950     GOOD             CGS
 AB0194
 AB0194                          STATION DESCRIPTION
 AB0194
 AB0194'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AB0194'STATION U.S.E. P.C. 273 IS LOCATED ABOUT 0.3 MILE SW OF
 AB0194'STATION LEGION, 1076 FEET SSW OF P.I. 274 ON LINE BETWEEN
 AB0194'272 AND 274 ABOUT 400 FEET NE OF A ROAD FORK, 210 FEET ESE
 AB0194'OF SAUZ RANCH FENCE, 165 FEET ESE OF ROAD, ABOUT 300 FEET
 AB0194'NE OF U.S.E. 383.
 AB0194'
 AB0194'STATION IS A STANDARD U.S.E.D. DISK (GALVESTON OFFICE) SET
 AB0194'IN AN 8-INCH CONCRETE POST WITH BEVELED CORNERS, AND PROJECTS
 AB0194'6 INCHES ABOVE GROUND.
 AB0194
 AB0194                          STATION RECOVERY (1942)
 AB0194
 AB0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AB0194'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AB0194'
 AB0194'STATION IS ABOUT 0.35 MILE SW OF STATION LEGION, ABOUT 400
 AB0194'FEET E OF JUNCTION OF ROADS, ABOUT 210 FEET ESE OF SAUZ
 AB0194'RANCH FENCE LINE, ABOUT 300 FEET NE OF U.S.E. NO. 383 USED
 AB0194'AS AZIMUTH MARK FOR STATION LEGION AND ABOUT 165 FEET ESE
 AB0194'OF THE CENTER LINE OF MAIN ROAD LEADING TO RED FISH BAY.
 AB0194'IT IS 3.0 FEET E OF A 4- BY 4-INCH WOODEN MARKER POST AND
 AB0194'IS U.S.E. DISK SET IN CONCRETE POST PROJECTING 0.7 FOOT.
 AB0194'IT IS STAMPED P.C. 273 1932.
 AB0194
 AB0194                          STATION RECOVERY (1942)
 AB0194
 AB0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AB0194'24.6 MI E FROM RAYMONDVILLE.
 AB0194'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0194'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0194'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0194'AND DIRT ROAD, GO 2.5 MILES TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0194'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 9.5 MILES TO A SHARP TURN
 AB0194'TO THE NORTH, TURN NORTH (LEFT) AND GO 3.1 MILES TO SITE OF BENCH
 AB0194'MARK.  BENCH MARK IS ABOUT 0.5 MILE WEST OF THE SHORE OF LAGUNA MADRE,
 AB0194'ABOUT 400.0 FEET NORTHEAST OF A ROAD FORK, ABOUT 210.0 FEET
 AB0194'EAST-SOUTHEAST OF THE SAUZ RANCH FENCE LINE, ABOUT 165.0 FEET
 AB0194'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A 4
 AB0194'BY 4 INCH WOODEN MARKER POST.
 AB0194
 AB0194                          STATION RECOVERY (1950)
 AB0194
 AB0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB0194'STATION RECOVERED IN GOOD CONDITION.  CHANGES NECESSITATE A
 AB0194'NEW DESCRIPTION.
 AB0194'
 AB0194'LOCATED AT THE VILLAGE OF PORT MANSFIELD, 0.35 MILE SW.
 AB0194'OF STATION LEGION 1939, 900 FT. S. OF THE NEW HIGHWAY, 350 FT. SE.
 AB0194'OF A LONE BRUSH CLUMP, 310 FT. S. OF A GRASS POINT AND 3
 AB0194'FT. E. OF A WITNESS POST.
 AB0194'
 AB0194'A USE DISK, GALVESTON DISTRICT, STAMPED PC 273 1932 IN TOP
 AB0194'OF AN 8 INCH CONCRETE MONUMENT, WITH BEVELED EDGES, 4 INCHES
 AB0194'BELOW THE GROUND.
 AB0194'
 AB0194'THE AREA HAS BEEN COVERED WITH SPOIL FROM DREDGING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1067 ***********************************************************************
 CD1067  DESIGNATION -  PEACE
 CD1067  PID         -  CD1067
 CD1067  STATE/COUNTY-  TX/HUDSPETH
 CD1067  USGS QUAD   -  NEELY CANYON (1972)
 CD1067
 CD1067                         *CURRENT SURVEY CONTROL
 CD1067  ___________________________________________________________________
 CD1067* NAD 83(1993)-  31 04 52.42097(N)    105 35 15.62974(W)     ADJUSTED  
 CD1067* NAVD 88     -      1071.     (meters)    3514.     (feet)  SCALED    
 CD1067  ___________________________________________________________________
 CD1067  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 CD1067  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CD1067
 CD1067  HORZ ORDER  -  FIRST
 CD1067
 CD1067.The horizontal coordinates were established by classical geodetic methods
 CD1067.and adjusted by the National Geodetic Survey in February 1996..
 CD1067
 CD1067.The orthometric height was scaled from a topographic map.
 CD1067
 CD1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1067
 CD1067.The geoid height was determined by GEOID03.
 CD1067
 CD1067;                    North         East     Units Scale Factor Converg.
 CD1067;SPC TX C     - 3,168,648.888   198,859.042   MT  0.99988271   -2 42 22.7
 CD1067;SPC TX C     -10,395,808.89    652,423.37   sFT  0.99988271   -2 42 22.7
 CD1067;UTM  13      - 3,438,752.513   443,944.139   MT  0.99963876   -0 18 12.2
 CD1067
 CD1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1067!SPC TX C     -   0.99983562  x   0.99988271  =   0.99971835
 CD1067!UTM  13      -   0.99983562  x   0.99963876  =   0.99947444
 CD1067
 CD1067:                Primary Azimuth Mark                     Grid Az
 CD1067:SPC TX C     -  QUITMAN 2                                051 31 03.5
 CD1067:UTM  13      -  QUITMAN 2                                049 06 53.0
 CD1067
 CD1067|---------------------------------------------------------------------|
 CD1067| PID    Reference Object                     Distance      Geod. Az  |
 CD1067|                                                           dddmmss.s |
 CD1067| CD1042 QUITMAN 2                           APPROX.11.5 KM 0484840.8 |
 CD1067| CH9265 PEACE RM 1                           10.150 METERS 24507     |
 CD1067| CH9266 PEACE RM 2                            9.750 METERS 33117     |
 CD1067|---------------------------------------------------------------------|
 CD1067
 CD1067                          SUPERSEDED SURVEY CONTROL
 CD1067
 CD1067  NAD 83(1986)-  31 04 52.43204(N)    105 35 15.62433(W) AD(       ) 1
 CD1067  NAD 27      -  31 04 51.96000(N)    105 35 13.77100(W) AD(       ) 1
 CD1067
 CD1067.Superseded values are not recommended for survey control.
 CD1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1067.See file dsdata.txt to determine how the superseded data were derived.
 CD1067
 CD1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ4394438753(NAD 83)
 CD1067_MARKER: DS = TRIANGULATION STATION DISK
 CD1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1067
 CD1067  HISTORY     - Date     Condition        Report By
 CD1067  HISTORY     - 1934     MONUMENTED       CGS
 CD1067
 CD1067                          STATION DESCRIPTION
 CD1067
 CD1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1067'ABOUT 23 MILES SOUTHEAST OF FORT HANCOCK, ABOUT 0.3 MILE
 CD1067'NORTHWEST OF THE DOWN-RIVER ROAD, ABOUT 0.5 MILE SOUTHEAST
 CD1067'OF THE PEACE SERVICE STATION, AND ABOUT 1.0 MILE NORTHWEST OF
 CD1067'THE RIO GRANDE RIVER, ON A GRAVEL RIDGE WHICH OVERLOOKS
 CD1067'THE RIVER VALLEY TO THE SOUTH AND WEST AND THE QUITMAN MOUNTAINS
 CD1067'TO THE NORTHWEST.  IT CONSISTS OF A CONCRETE PIER 1 FOOT SQUARE
 CD1067'AT THE TOP, 18 INCHES SQUARE AT THE BOTTOM AND 3 FEET HIGH
 CD1067'WITH AN IRON TABLET 4 INCHES SQUARE EMBEDDED IN THE TOP.
 CD1067'THE TABLET IS MARKED I.B.C. + C. DE L. AND CONCRETE MARKED
 CD1067'T.P. 35.  THE CENTER OF THE IRON CROSS IS USED AS THE
 CD1067'STATION MARK.
 CD1067'
 CD1067'TO REACH FROM FORT HANCOCK, GO SOUTHEAST ON THE DOWN-RIVER
 CD1067'ROAD TO THE ESPERANZA STORE, CONTINUE SOUTHEAST ON THE MAIN
 CD1067'ROAD 5 MILES TO THE COTTON GIN, WHICH IS ABOUT 200 YARDS SOUTH
 CD1067'OF THE ROAD.  FROM THE GIN GO SOUTHEAST 4.7 MILES TO A MAIL
 CD1067'BOX IN FRONT OF THE PEACE SERVICE STATION AND CONTINUE ON MAIN
 CD1067'ROAD FOR 0.6 MILE.  AT THIS PLACE STATION MONUMENT CAN BE
 CD1067'SEEN FROM THE ROAD.  TURN LEFT AND PICK WAY IN NORTHEASTERLY
 CD1067'DIRECTION 0.3 MILE TO THE STATION.
 CD1067'
 CD1067'TO REACH FROM SIERRA BLANCA, GO WEST ON THE OLD U.S. HIGHWAY
 CD1067'80 FOR 9.6 MILES TO LASCA, A STATION ON THE SOUTHERN PACIFIC
 CD1067'RAILROAD, LEAVE HIGHWAY AND DRIVE SOUTHWEST ON DIRT ROAD,
 CD1067'THROUGH PASS BETWEEN QUITMAN AND MALONE MOUNTAINS, 14.2 MILES
 CD1067'TO DOWN-RIVER ROAD, TURN LEFT ON DOWN-RIVER ROAD, DRIVE 0.2
 CD1067'MILES TO A POINT OPPOSITE COTTON GIN AND FROM HERE FOLLOW AS
 CD1067'EXPLAINED ABOVE.
 CD1067'
 CD1067'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 CD1067'
 CD1067'REFERENCE MARK NO. 1, IS SOUTH OF AND NO. 2 IS WEST OF, BOTH
 CD1067'ON THE SAME RIDGE AS THE STATION, PROJECTING 4 INCHES ABOVE
 CD1067'GROUND.
 CD1067'
 CD1067'STATION GIN IS USED AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1992 ***********************************************************************
 AY1992  DESIGNATION -  PEACHTREE
 AY1992  PID         -  AY1992
 AY1992  STATE/COUNTY-  TX/MEDINA
 AY1992  USGS QUAD   -  TIMBER CREEK (1964)
 AY1992
 AY1992                         *CURRENT SURVEY CONTROL
 AY1992  ___________________________________________________________________
 AY1992* NAD 83(1993)-  29 34 29.30592(N)    099 07 22.49285(W)     ADJUSTED  
 AY1992* NAVD 88     -       502.2    (meters)    1648.     (feet)  VERTCON   
 AY1992  ___________________________________________________________________
 AY1992  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AY1992  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AY1992
 AY1992  HORZ ORDER  -  FIRST
 AY1992
 AY1992.The horizontal coordinates were established by classical geodetic methods
 AY1992.and adjusted by the National Geodetic Survey in February 1996..
 AY1992
 AY1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1992
 AY1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1992
 AY1992.The geoid height was determined by GEOID03.
 AY1992
 AY1992;                    North         East     Units Scale Factor Converg.
 AY1992;SPC TXSC     - 4,193,008.013   588,091.717   MT  0.99987198   -0 03 36.8
 AY1992;SPC TXSC     -13,756,560.46  1,929,430.91   sFT  0.99987198   -0 03 36.8
 AY1992;UTM  14      - 3,271,678.367   488,094.949   MT  0.99960175   -0 03 38.4
 AY1992
 AY1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1992!SPC TXSC     -   0.99992484  x   0.99987198  =   0.99979683
 AY1992!UTM  14      -   0.99992484  x   0.99960175  =   0.99952662
 AY1992
 AY1992|---------------------------------------------------------------------|
 AY1992| PID    Reference Object                     Distance      Geod. Az  |
 AY1992|                                                           dddmmss.s |
 AY1992| CV5075 PEACHTREE RM 1                       29.589 METERS 00008     |
 AY1992| CV5076 PEACHTREE RM 3                       29.590 METERS 00011     |
 AY1992| AY1995 PEACHTREE 1924 RM 2                  10.896 METERS 10042     |
 AY1992| CV5074 PEACHTREE AZ MK                                    1642621.1 |
 AY1992| AY1993 PEACHTREE 1924 RM 1                  10.351 METERS 20910     |
 AY1992|---------------------------------------------------------------------|
 AY1992
 AY1992                          SUPERSEDED SURVEY CONTROL
 AY1992
 AY1992  NAD 83(1986)-  29 34 29.30894(N)    099 07 22.47761(W) AD(       ) 1
 AY1992  NAD 27      -  29 34 28.48900(N)    099 07 21.35300(W) AD(       ) 1
 AY1992  NGVD 29 (07/19/86)  502.1    (m)         1647.     (f) VERT ANG       
 AY1992
 AY1992.Superseded values are not recommended for survey control.
 AY1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1992.See file dsdata.txt to determine how the superseded data were derived.
 AY1992
 AY1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8809571678(NAD 83)
 AY1992_MARKER: DS = TRIANGULATION STATION DISK
 AY1992_SETTING: 66 = SET IN ROCK OUTCROP
 AY1992_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 AY1992
 AY1992  HISTORY     - Date     Condition        Report By
 AY1992  HISTORY     - 1924     MONUMENTED       CGS
 AY1992  HISTORY     - 1935     GOOD             CGS
 AY1992  HISTORY     - 1953     GOOD             CGS
 AY1992
 AY1992                          STATION DESCRIPTION
 AY1992
 AY1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY1992'STATION IS ABOUT 20 MILES N OF HONDO, 10 MILES DIRECT OR 15
 AY1992'MILES BY ROAD W OF S FROM BANDERA, 3 MILES W OF THE OLD
 AY1992'BANDERA-HONDO WAGON ROAD, 1 MILE W OF PEACHTREE WATER HOLE, ON THE
 AY1992'HIGHEST HILL IN THE VICINITY, IN JOE SHORTS PASTURE AND
 AY1992'ABOUT 75 METERS (246 FEET) W OF THE U.S.G.S. STATION OF SAME
 AY1992'NAME, WHICH WAS MARKED WITH A TABLET CEMENTED IN ROCK.
 AY1992'PIECES OF THE OLD TRIPOD WERE FOUND BUT THE MARK WAS NOT
 AY1992'RECOVERED.  STATION WAS MARKED BY A STANDARD DISK STATION
 AY1992'MARK COUNTERSUNK IN SOLID ROCK, AS DESCRIBED.
 AY1992'
 AY1992'TWO REFERENCE MARKS STANDARD BRONZE DISKS SET IN CONCRETE IN
 AY1992'A DEPRESSION IN OUTCROPPING BEDROCKS.
 AY1992'
 AY1992'REFERENCE MARK NO. 1 IS 10.351 METERS (33.96 FEET) FROM STATION,
 AY1992'S 79 DEG 57 MIN E.
 AY1992'
 AY1992'REFERENCE MARK NO. 2 IS 10.396 METERS (35.75 FEET) FROM STATION,
 AY1992'S 29 DEG 10 MIN W.
 AY1992'
 AY1992'TO REACH STATION FROM BANDERA, GO S ALONG THE OLD BANDERA-HONDO
 AY1992'ROAD, TO ROAD LEADING TO PEACHTREE, WATER HOLE IN JOE SHORTS
 AY1992'PASTURE.  THERE IS A CULTIVATED FIELD NE OF THE WATER HOLE AND A
 AY1992'CORRAL ABOUT 250 METERS (820 FEET) E, FOLLOW ROAD ON E SIDE OF
 AY1992'FIELD TO CORRAL, THEN TAKE ROAD LEADING SOUTHWESTWARD AROUND THE
 AY1992'E END OF THE HILL, FOLLOW IT FOR 3/4 MILE, THEN TURN OFF TO
 AY1992'RIGHT ALONG A TRAIL WHICH HAS BEEN CLEARED, AND ON WHICH TRUCKS
 AY1992'CAN BE DRIVEN TO WITHIN 3/4 MILE OF THE STATION.  FROM HONDO,
 AY1992'STATION MAY BE REACHED BY ROAD TO BURGER (OR BERGER) RANCH,
 AY1992'WHICH IS 1 MILE S OF THE STATION, AND 2 MILES SW OF
 AY1992'PEACHTREE WATER HOLE.  FROM BURGER (OR BERGER) RANCH, FOLLOW
 AY1992'PEACHTREE WATER HOLE ROAD AS ABOVE.  ELEVATION OF STATION,
 AY1992'502.1 METERS (1,647 FEET).
 AY1992
 AY1992                          STATION RECOVERY (1935)
 AY1992
 AY1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY1992'STATION IS ABOUT 20 MILES N OF HONDO, 10 MILES DIRECT OR 15
 AY1992'MILES BY ROAD W OF S FROM BANDERA, 3 MILES W OF THE OLD
 AY1992'BANDERA-HONDO WAGON ROAD, 1.0 MILE W OF THE PEACHTREE WATER
 AY1992'HOLE ON THE HIGHEST HILL IN THE VICINITY IN JOE SHORTS PASTURE
 AY1992'AND ABOUT 246 FEET W OF THE U.S.G.S. STATION OF THE SAME NAME,
 AY1992'BUT THIS OLD U.S.G.S. MARK WAS NOT RECOVERED.  U.S.C. AND G.
 AY1992'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 AY1992'THEY ARE ALL STAMPED PEACHTREE 1924.
 AY1992'
 AY1992'ONE NEW REFERENCE MARK WAS ESTABLISHED, A STANDARD BRONZE DISK
 AY1992'SET IN CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK AND
 AY1992'STAMPED PEACHTREE R.M. NO. 1 1935.
 AY1992'
 AY1992'TO REACH STATION FROM POST OFFICE IN BANDERA, GO S ON ROAD
 AY1992'DOWN GRADE FOR 0.15 MILE TO ROAD FORKS JUST AFTER CROSSING
 AY1992'CONCRETE BRIDGE.  TAKE RIGHT FORK AND GO 0.4 MILE TO ROAD FORKS.
 AY1992'TAKE RIGHT FORK WHICH IS UPPER HONDO ROAD, AND GO 1.05 MILES,
 AY1992'TURN RIGHT WITH MAIN ROAD THROUGH BUMP GATE AND GO 5.5 MILES
 AY1992'TO WOOD GATE LEFT, TURN LEFT THROUGH GATE, KEEPING LEFT FORK
 AY1992'AND GO 0.5 MILE TO ROAD FORKS JUST BEFORE REACHING THE HOME
 AY1992'OF MR. A.G. ECKHART, KEEP LEFT FORKS AND FOLLOW MAIN ROAD FOR
 AY1992'0.4 MILE.  GO THROUGH GATE AND FOLLOW MAIN ROAD FOR 1.15
 AY1992'MILES TO GATE MARKED KING RANCH.  GO THROUGH GATE AND FOLLOW
 AY1992'MAIN ROAD FOR 0.75 MILE TO GATE AT A SETTLEMENT.  GO
 AY1992'THROUGH GATE AND CONTINUE S ON MAIN ROAD FOR 0.6 MILE TO ROAD
 AY1992'FORKS AT CREEK BED, TAKE LEFT FORK AND GO 1.1 MILES TO GATE
 AY1992'MARKED U RANCH, GO THROUGH GATE AND FOLLOW MAIN ROAD FOR
 AY1992'1.1 MILES TO RANCH HOUSE, HOME OF MR. JOE SHORT, GO S THROUGH
 AY1992'TWO GATES JUST W OF HORSE-STALLS AND GO DUE S ON FARM ROAD JUST W
 AY1992'OF A N-S FENCE LINE FOR 0.55 MILE TO ROAD FORKS AT SW CORNER
 AY1992'AT FIELD.  TAKE RIGHT FORK AND GO 0.2 MILE, CROSS CREEK AND
 AY1992'FOLLOW ROAD WHICH JOGS ABOUT 100 FEET GOING 0.05 MILE TO TWO
 AY1992'GATES, GO THROUGH RIGHT GATE AND GO S ON TRAIL ALONG FENCE
 AY1992'KEEPING MAIN ROAD FOR 0.95 MILE TO A WELL DEFINED FOOT PATH
 AY1992'RIGHT, AND END OF TRUCK TRAVEL, FOLLOW FOOT PATH SW ABOUT
 AY1992'1/2 MILE TO A FENCE LINE.  LEAVE PATH AND GO NW ALONG FENCE
 AY1992'LINE ABOUT 3/4 MILE TO TOP OF HIGHEST HILL AND STATION.
 AY1992'
 AY1992'A 15-FOOT STAND WAS REQUIRED TO CLEAR TREES.
 AY1992
 AY1992                          STATION RECOVERY (1953)
 AY1992
 AY1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1992'ALL MARKS WERE RECOVERED, FOUND IN GOOD CONDITION AND AS
 AY1992'PREVIOUSLY DESCRIBED.  AN AZIMTUH MARK WAS ESTABLISHED.
 AY1992'
 AY1992'THE AZIMUTH MARK IS STAMPED PEACHTREE 1953.  IT IS A STANDARD
 AY1992'DISK SET IN A DRILL HOLE IN BEDROCK.  IT IS 175 FEET NORTHWEST
 AY1992'OF A FENCE CORNER AND TWO METAL GATES, 170 FEET WEST OF A
 AY1992'WINDMILL AND CONCRETE TANK, 150 FEET WEST OF A FENCE AND 75
 AY1992'FEET NORTH OF ANOTHER FENCE.
 AY1992'
 AY1992'TO REACH THE STATION FROM THE POST OFFICE IN BANDERA, GO SOUTHEAST
 AY1992'DOWN GRADE 0.1 MILE TO A ROAD RIGHT JUST AFTER CROSSING A BRIDGE.
 AY1992'TURN RIGHT, GO WESTERLY 0.4 MILE TO A FORK.  TURN LEFT, GO
 AY1992'SOUTHWESTERLY 10.6 MILE TO A ROAD RIGHT AT JOE SHORTS MAIL
 AY1992'BOX.  TURN RIGHT, PASS THROUGH GATE AND GO 1.2 MILES WESTERLY
 AY1992'TO A GATE.  PASS THROUGH GATE AND CONTINUE 0.55 MILE TO A
 AY1992'FORK.  TURN SHARP LEFT, GO 0.2 MILE TO A FORK IN A CREEK BED.
 AY1992'TURN LEFT, GO 0.6 MILE TO A GATE.  PASS THROUGH GATE, TURN
 AY1992'SHARP RIGHT AND GO 0.25 MILE TO A FORK.  CONTINUE TO THE LEFT
 AY1992'0.35 MILE TO A FORK.  TURN RIGHT, GO 0.7 MILE TO A GATE NEAR
 AY1992'A WINDMILL AND THE AZIMUTH MARK AS DESCRIBED ABOVE.  PASS
 AY1992'THROUGH GATE, TURN RIGHT AND GO NORTHERLY 0.5 MILE TO A WIRE
 AY1992'FENCE AND END OF TRUCK TRAVEL.  WALK NORTHWEST ALONG
 AY1992'FENCE TO TOP OF FIRST RIDGE THEN RIGHT, NORTHERLY TO TOP OF
 AY1992'HILL AND STATION.  A 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1993 ***********************************************************************
 AY1993  DESIGNATION -  PEACHTREE 1924 RM 1
 AY1993  PID         -  AY1993
 AY1993  STATE/COUNTY-  TX/MEDINA
 AY1993  USGS QUAD   -  TIMBER CREEK (1964)
 AY1993
 AY1993                         *CURRENT SURVEY CONTROL
 AY1993  ___________________________________________________________________
 AY1993* NAD 83(1993)-  29 34 29.01236(N)    099 07 22.68027(W)     ADJUSTED  
 AY1993* NAVD 88     -       502.     (meters)    1647.     (feet)  SCALED    
 AY1993  ___________________________________________________________________
 AY1993  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AY1993  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AY1993
 AY1993  HORZ ORDER  -  SECOND
 AY1993
 AY1993.The horizontal coordinates were established by classical geodetic methods
 AY1993.and adjusted by the National Geodetic Survey in February 1996..
 AY1993
 AY1993.The orthometric height was scaled from a topographic map.
 AY1993
 AY1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1993
 AY1993.The geoid height was determined by GEOID03.
 AY1993
 AY1993;                    North         East     Units Scale Factor Converg.
 AY1993;SPC TXSC     - 4,192,998.981   588,086.663   MT  0.99987197   -0 03 36.9
 AY1993;SPC TXSC     -13,756,530.82  1,929,414.33   sFT  0.99987197   -0 03 36.9
 AY1993;UTM  14      - 3,271,669.337   488,089.897   MT  0.99960175   -0 03 38.5
 AY1993
 AY1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1993!SPC TXSC     -   0.99992485  x   0.99987197  =   0.99979683
 AY1993!UTM  14      -   0.99992485  x   0.99960175  =   0.99952663
 AY1993
 AY1993                          SUPERSEDED SURVEY CONTROL
 AY1993
 AY1993  NAD 83(1986)-  29 34 29.01537(N)    099 07 22.66503(W) AD(       ) 2
 AY1993  NAD 27      -  29 34 28.19600(N)    099 07 21.54100(W) AD(       ) 2
 AY1993
 AY1993.Superseded values are not recommended for survey control.
 AY1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1993.See file dsdata.txt to determine how the superseded data were derived.
 AY1993
 AY1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8809071669(NAD 83)
 AY1993_MARKER: DS = TRIANGULATION STATION DISK
 AY1993_SETTING: 66 = SET IN ROCK OUTCROP
 AY1993_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AY1993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1993+STABILITY: POSITION/ELEVATION WELL
 AY1993
 AY1993  HISTORY     - Date     Condition        Report By
 AY1993  HISTORY     - 1924     MONUMENTED       CGS
 AY1993
 AY1993                          STATION DESCRIPTION
 AY1993
 AY1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY1993'STATION IS ABOUT 20 MILES N OF HONDO, 10 MILES DIRECT OR 15
 AY1993'MILES BY ROAD W OF S FROM BANDERA, 3 MILES W OF THE OLD
 AY1993'BANDERA-HONDO WAGON ROAD, 1 MILE W OF PEACHTREE WATER HOLE, ON THE
 AY1993'HIGHEST HILL IN THE VICINITY, IN JOE SHORTS PASTURE.
 AY1993'
 AY1993'TO REACH STATION FROM BANDERA, GO S ALONG THE OLD BANDERA-HONDO
 AY1993'ROAD, TO ROAD LEADING TO PEACHTREE, WATER HOLE IN JOE SHORTS
 AY1993'PASTURE.  THERE IS A CULTIVATED FIELD NE OF THE WATER HOLE AND A
 AY1993'CORRAL ABOUT 250 METERS (820 FEET) E, FOLLOW ROAD ON E SIDE OF
 AY1993'FIELD TO CORRAL, THEN TAKE ROAD LEADING SOUTHWESTWARD AROUND THE
 AY1993'E END OF THE HILL, FOLLOW IT FOR 3/4 MILE, THEN TURN OFF TO
 AY1993'RIGHT ALONG A TRAIL WHICH HAS BEEN CLEARED, AND ON WHICH TRUCKS
 AY1993'CAN BE DRIVEN TO WITHIN 3/4 MILE OF THE STATION.  FROM HONDO,
 AY1993'STATION MAY BE REACHED BY ROAD TO BURGER (OR BERGER) RANCH,
 AY1993'WHICH IS 1 MILE S OF THE STATION, AND 2 MILES SW OF
 AY1993'PEACHTREE WATER HOLE.  FROM BURGER (OR BERGER) RANCH, FOLLOW
 AY1993'PEACHTREE WATER HOLE ROAD AS ABOVE.  ELEVATION OF STATION,
 AY1993'502.1 METERS (1,647 FEET).
 AY1993'
 AY1993'REFERENCE MARK STANDARD BRONZE DISK SET IN CONCRETE IN
 AY1993'A DEPRESSION IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1995 ***********************************************************************
 AY1995  DESIGNATION -  PEACHTREE 1924 RM 2
 AY1995  PID         -  AY1995
 AY1995  STATE/COUNTY-  TX/MEDINA
 AY1995  USGS QUAD   -  TIMBER CREEK (1964)
 AY1995
 AY1995                         *CURRENT SURVEY CONTROL
 AY1995  ___________________________________________________________________
 AY1995* NAD 83(1993)-  29 34 29.24019(N)    099 07 22.09507(W)     ADJUSTED  
 AY1995* NAVD 88     -       502.     (meters)    1647.     (feet)  SCALED    
 AY1995  ___________________________________________________________________
 AY1995  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AY1995  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AY1995
 AY1995  HORZ ORDER  -  SECOND
 AY1995
 AY1995.The horizontal coordinates were established by classical geodetic methods
 AY1995.and adjusted by the National Geodetic Survey in February 1996..
 AY1995
 AY1995.The orthometric height was scaled from a topographic map.
 AY1995
 AY1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1995
 AY1995.The geoid height was determined by GEOID03.
 AY1995
 AY1995;                    North         East     Units Scale Factor Converg.
 AY1995;SPC TXSC     - 4,193,005.978   588,102.419   MT  0.99987197   -0 03 36.6
 AY1995;SPC TXSC     -13,756,553.78  1,929,466.02   sFT  0.99987197   -0 03 36.6
 AY1995;UTM  14      - 3,271,676.332   488,105.649   MT  0.99960175   -0 03 38.2
 AY1995
 AY1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1995!SPC TXSC     -   0.99992485  x   0.99987197  =   0.99979683
 AY1995!UTM  14      -   0.99992485  x   0.99960175  =   0.99952663
 AY1995
 AY1995                          SUPERSEDED SURVEY CONTROL
 AY1995
 AY1995  NAD 83(1986)-  29 34 29.24324(N)    099 07 22.07999(W) AD(       ) 2
 AY1995  NAD 27      -  29 34 28.42400(N)    099 07 20.95500(W) AD(       ) 2
 AY1995
 AY1995.Superseded values are not recommended for survey control.
 AY1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1995.See file dsdata.txt to determine how the superseded data were derived.
 AY1995
 AY1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8810671676(NAD 83)
 AY1995_MARKER: DS = TRIANGULATION STATION DISK
 AY1995_SETTING: 66 = SET IN ROCK OUTCROP
 AY1995_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AY1995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1995+STABILITY: POSITION/ELEVATION WELL
 AY1995
 AY1995  HISTORY     - Date     Condition        Report By
 AY1995  HISTORY     - 1924     MONUMENTED       CGS
 AY1995
 AY1995                          STATION DESCRIPTION
 AY1995
 AY1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY1995'STATION IS ABOUT 20 MILES N OF HONDO, 10 MILES DIRECT OR 15
 AY1995'MILES BY ROAD W OF S FROM BANDERA, 3 MILES W OF THE OLD
 AY1995'BANDERA-HONDO WAGON ROAD, 1 MILE W OF PEACHTREE WATER HOLE, ON THE
 AY1995'HIGHEST HILL IN THE VICINITY, IN JOE SHORTS PASTURE.
 AY1995'
 AY1995'TO REACH STATION FROM BANDERA, GO S ALONG THE OLD BANDERA-HONDO
 AY1995'ROAD, TO ROAD LEADING TO PEACHTREE, WATER HOLE IN JOE SHORTS
 AY1995'PASTURE.  THERE IS A CULTIVATED FIELD NE OF THE WATER HOLE AND A
 AY1995'CORRAL ABOUT 250 METERS (820 FEET) E, FOLLOW ROAD ON E SIDE OF
 AY1995'FIELD TO CORRAL, THEN TAKE ROAD LEADING SOUTHWESTWARD AROUND THE
 AY1995'E END OF THE HILL, FOLLOW IT FOR 3/4 MILE, THEN TURN OFF TO
 AY1995'RIGHT ALONG A TRAIL WHICH HAS BEEN CLEARED, AND ON WHICH TRUCKS
 AY1995'CAN BE DRIVEN TO WITHIN 3/4 MILE OF THE STATION.  FROM HONDO,
 AY1995'STATION MAY BE REACHED BY ROAD TO BURGER (OR BERGER) RANCH,
 AY1995'WHICH IS 1 MILE S OF THE STATION, AND 2 MILES SW OF
 AY1995'PEACHTREE WATER HOLE.  FROM BURGER (OR BERGER) RANCH, FOLLOW
 AY1995'PEACHTREE WATER HOLE ROAD AS ABOVE.  ELEVATION OF STATION,
 AY1995'502.1 METERS (1,647 FEET).
 AY1995'
 AY1995'REFERENCE MARK STANDARD BRONZE DISK SET IN CONCRETE IN
 AY1995'A DEPRESSION IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0532 ***********************************************************************
 DP0532  DESIGNATION -  PEACOCK
 DP0532  PID         -  DP0532
 DP0532  STATE/COUNTY-  TX/STONEWALL
 DP0532  USGS QUAD   -  PEACOCK (1968)
 DP0532
 DP0532                         *CURRENT SURVEY CONTROL
 DP0532  ___________________________________________________________________
 DP0532* NAD 83(1993)-  33 12 43.79716(N)    100 23 55.69298(W)     ADJUSTED  
 DP0532* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 DP0532  ___________________________________________________________________
 DP0532  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 DP0532  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DP0532
 DP0532  HORZ ORDER  -  FIRST
 DP0532
 DP0532.The horizontal coordinates were established by classical geodetic methods
 DP0532.and adjusted by the National Geodetic Survey in February 1996..
 DP0532
 DP0532.The orthometric height was scaled from a topographic map.
 DP0532
 DP0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0532
 DP0532.The geoid height was determined by GEOID03.
 DP0532
 DP0532;                    North         East     Units Scale Factor Converg.
 DP0532;SPC TXNC     - 2,172,980.039   423,008.118   MT  0.99987653   -1 02 08.1
 DP0532;SPC TXNC     - 7,129,185.34  1,387,819.13   sFT  0.99987653   -1 02 08.1
 DP0532;UTM  14      - 3,675,679.805   369,638.017   MT  0.99980953   -0 45 58.6
 DP0532
 DP0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0532!SPC TXNC     -   0.99991246  x   0.99987653  =   0.99978900
 DP0532!UTM  14      -   0.99991246  x   0.99980953  =   0.99972200
 DP0532
 DP0532|---------------------------------------------------------------------|
 DP0532| PID    Reference Object                     Distance      Geod. Az  |
 DP0532|                                                           dddmmss.s |
 DP0532| CX7927 PEACOCK RM 1                         10.587 METERS 08130     |
 DP0532| CX7926 PEACOCK AZ MK                                      0901321.2 |
 DP0532| CX7928 PEACOCK RM 2                          9.871 METERS 17204     |
 DP0532| DP0545 JAYTON MUN TANK                     APPROX.16.7 KM 2824720.9 |
 DP0532|---------------------------------------------------------------------|
 DP0532
 DP0532                          SUPERSEDED SURVEY CONTROL
 DP0532
 DP0532  NAD 83(1993)-  33 12 43.80070(N)    100 23 55.69030(W) AD(       ) 1
 DP0532  NAD 83(1986)-  33 12 43.80291(N)    100 23 55.68569(W) AD(       ) 1
 DP0532  NAD 27      -  33 12 43.46453(N)    100 23 54.28861(W) AD(       ) 1
 DP0532
 DP0532.Superseded values are not recommended for survey control.
 DP0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0532.See file dsdata.txt to determine how the superseded data were derived.
 DP0532
 DP0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6963875680(NAD 83)
 DP0532_MARKER: DS = TRIANGULATION STATION DISK
 DP0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0532
 DP0532  HISTORY     - Date     Condition        Report By
 DP0532  HISTORY     - 1968     MONUMENTED       CGS
 DP0532
 DP0532                          STATION DESCRIPTION
 DP0532
 DP0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DP0532'STATION IS LOCATED ABOUT 10 1/2 MILES EAST-SOUTHEAST OF JAYTON, 2.0
 DP0532'MILES NORTH OF THE VILLAGE OF PEACOCK AND IS ON HIGHWAY RIGHT-OF-WAY
 DP0532'PROPERTY.
 DP0532'
 DP0532'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 70 AND FARM ROAD 1083 IN
 DP0532'JAYTON, GO SOUTH ON STATE HIGHWAY 70 FOR O.5 MILE TO U.S. HIGHWAY
 DP0532'380, GO EAST ON U.S. HIGHWAY 380 FOR 10.5 MILES TO THE JUNCTION OF
 DP0532'FARM ROAD 2211 ON THE RIGHT AND THE STATION IN THE SOUTHEAST ANGLE OF
 DP0532'THE INTERSECTION.  TO REACH THE AZIMUTH MARK CONTINUE EAST ON U.S.
 DP0532'HIGHWAY 380 FOR 0.35 MILE TO THE MARK ON THE LEFT, NORTH SIDE OF THE
 DP0532'HIGHWAY.
 DP0532'
 DP0532'STATION MARK IS A STANDARD DISK, STAMPED PEACOCK 1968, SET IN THE
 DP0532'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 DP0532'INCHES ABOVE THE GROUND SURFACE.  IT IS 138 FEET EAST OF FARM ROAD
 DP0532'2211, 136.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 380, 125 FEET
 DP0532'NORTH-NORTHEAST OF A TELEPHONE POLE AND 125 FEET SOUTH-SOUTHWEST OF A
 DP0532'CORNER POST IN A FENCE AND 24 FEET WEST OF A WITNESS POST.
 DP0532'
 DP0532'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PEACOCK NO 1 1968, SET
 DP0532'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 DP0532'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET NORTH-NORTHEAST OF
 DP0532'THE WITNESS POST, 1.0 FOOT WEST OF A FENCE AND ABOUT 1.0 FOOT
 DP0532'HIGHER IN ELEVATION THAN THE STATION.
 DP0532'
 DP0532'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PEACOCK NO 2 1968, SET
 DP0532'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 DP0532'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 141 FEET EAST OF THE FARM
 DP0532'ROAD, 100 FEET NORTH-NORTHEAST OF THE TELEPHONE POLE, 24 FEET SOUTH-
 DP0532'SOUTHWEST OF THE WITNESS POST AND 1 FOOT WEST OF THE FENCE.  THE MARK
 DP0532'IS ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 DP0532'
 DP0532'AZIMUTH MARK IS A STANDARD DISK, STAMPED PEACOCK 1968, SET IN THE TOP
 DP0532'OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 DP0532'SURFACE.  IT IS 56 FEET EAST OF A TELEPHONE POLE, 44 FEET NORTH OF
 DP0532'THE CENTER OF U.S. HIGHWAY 380 AND 1.0 FOOT SOUTH OF A WITNESS POST
 DP0532'SET IN A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0683 ***********************************************************************
 AO0683  DESIGNATION -  PEAR
 AO0683  PID         -  AO0683
 AO0683  STATE/COUNTY-  TX/LA SALLE
 AO0683  USGS QUAD   -  LOS ANGELES (1974)
 AO0683
 AO0683                         *CURRENT SURVEY CONTROL
 AO0683  ___________________________________________________________________
 AO0683* NAD 83(1993)-  28 27 43.15520(N)    099 07 07.64879(W)     ADJUSTED  
 AO0683* NAVD 88     -       159.5    (meters)     523.     (feet)  VERTCON   
 AO0683  ___________________________________________________________________
 AO0683  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AO0683  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AO0683
 AO0683  HORZ ORDER  -  SECOND
 AO0683
 AO0683.The horizontal coordinates were established by classical geodetic methods
 AO0683.and adjusted by the National Geodetic Survey in February 1996..
 AO0683
 AO0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0683
 AO0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0683
 AO0683.The geoid height was determined by GEOID03.
 AO0683
 AO0683;                    North         East     Units Scale Factor Converg.
 AO0683;SPC TXSC     - 4,069,680.165   588,365.929   MT  0.99997835   -0 03 29.5
 AO0683;SPC TXSC     -13,351,942.34  1,930,330.55   sFT  0.99997835   -0 03 29.5
 AO0683;UTM  14      - 3,148,386.571   488,370.324   MT  0.99960167   -0 03 23.8
 AO0683
 AO0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0683!SPC TXSC     -   0.99997887  x   0.99997835  =   0.99995722
 AO0683!UTM  14      -   0.99997887  x   0.99960167  =   0.99958055
 AO0683
 AO0683|---------------------------------------------------------------------|
 AO0683| PID    Reference Object                     Distance      Geod. Az  |
 AO0683|                                                           dddmmss.s |
 AO0683| AO0682 PEAR RM 1                            12.945 METERS 04149     |
 AO0683| AO0681 VORTAC COTULLA COT                   24.718 METERS 08329     |
 AO0683| CV5077 PEAR RM 2                            12.225 METERS 13339     |
 AO0683| AO0688 COTULLA VUMORE CO MICROWAVE         APPROX. 6.5 KM 1863114.5 |
 AO0683| AO0689 ALTITA                              APPROX. 3.9 KM 2685635.6 |
 AO0683|---------------------------------------------------------------------|
 AO0683
 AO0683                          SUPERSEDED SURVEY CONTROL
 AO0683
 AO0683  NAD 83(1986)-  28 27 43.15324(N)    099 07 07.62580(W) AD(       ) 2
 AO0683  NAD 27      -  28 27 42.19341(N)    099 07 06.52641(W) AD(       ) 2
 AO0683  NGVD 29 (07/19/86)  159.4    (m)          523.     (f) VERT ANG       
 AO0683
 AO0683.Superseded values are not recommended for survey control.
 AO0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0683.See file dsdata.txt to determine how the superseded data were derived.
 AO0683
 AO0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8837048387(NAD 83)
 AO0683_MARKER: DS = TRIANGULATION STATION DISK
 AO0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0683_STAMPING: PEAR 1971
 AO0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0683+STABILITY: SURFACE MOTION
 AO0683
 AO0683  HISTORY     - Date     Condition        Report By
 AO0683  HISTORY     - 1972     MONUMENTED       NGS
 AO0683  HISTORY     - 19911025 GOOD             NGS
 AO0683
 AO0683                          STATION DESCRIPTION
 AO0683
 AO0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0683'THE STATION IS ABOUT 15 MILES SOUTH AND 3 MILES EAST OF DILLEY, 7
 AO0683'MILES EAST AND 2 MILES NORTH OF COTULLA, 7-1/2 MILES WEST OF LOS
 AO0683'ANGELES AND 0.2 MILE SOUTH OF STATE HIGHWAY 97, ON PROPERTY LEASED
 AO0683'BY THE U.S. GOVERNMENT AND OWNED BY HELEN STORY OF COTULLA.
 AO0683'
 AO0683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0683'HIGHWAY 97 AT THE TRAFFIC LIGHT IN COTULLA, GO NORTHEAST ON STATE
 AO0683'HIGHWAY 97 FOR 0.8 MILE TO THE JUNCTION WITH FARM ROAD 468.
 AO0683'CONTINUE NORTHEAST AND EAST ON STATE HIGHWAY 97 FOR 6.95 MILES TO A
 AO0683'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRAVELED
 AO0683'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 AO0683'
 AO0683'STATION MARKS ARE STANDARD DISKS, STAMPED PEAR 1971.  THE SURFACE
 AO0683'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0683'THAT IS FLUSH WITH THE GROUND.  IT IS 42.5 FEET SOUTHEAST OF A
 AO0683'WITNESS POST, 30.5 FEET WEST OF A BOARD FENCE AND 18.5 FEET EAST
 AO0683'OF THE CENTER OF A GRAVELED ROAD.  THE UNDERGROUND MARK IS SET IN AN
 AO0683'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0683'
 AO0683'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PEAR NO 1 1971, SET IN
 AO0683'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0683'WITH THE GROUND.  IT IS 49.0 FEET EAST OF THE CENTER OF THE
 AO0683'GRAVELED ROAD, 2.7 FEET SOUTHWEST OF THE WITNESS POST, 2.4 FEET
 AO0683'WEST OF THE BOARD FENCE AND ABOUT THE SAME ELEVATION AS THE
 AO0683'STATION.
 AO0683'
 AO0683'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PEAR NO 2 1971, SET IN
 AO0683'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0683'WITH THE GROUND.  IT IS 57.5 FEET EAST OF THE WITNESS POST, 46.0
 AO0683'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 1.7 FEET NORTHWEST OF
 AO0683'A FENCE CORNER POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0683'
 AO0683'STATION ALTITA WILL SERVE AS AN AZIMUTH MARK.
 AO0683'
 AO0683'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 AO0683
 AO0683                          STATION RECOVERY (1991)
 AO0683
 AO0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (GM)
 AO0683'PRINTED DIRECTIONS ARE CORRECT EXCEPT FOR LOCATION OF REFERENCE MARK
 AO0683'2.  IT IS 57.5 FEET (17.5 M) SOUTH OF WITNESS POST, 46.0 FEET (14.0 M)
 AO0683'EAST OF THE CENTER OF GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1115 ***********************************************************************
 CA1115  DESIGNATION -  PEAR
 CA1115  PID         -  CA1115
 CA1115  STATE/COUNTY-  TX/MCCULLOCH
 CA1115  USGS QUAD   -  SALT GAP (1967)
 CA1115
 CA1115                         *CURRENT SURVEY CONTROL
 CA1115  ___________________________________________________________________
 CA1115* NAD 83(1993)-  31 18 51.39379(N)    099 31 45.41665(W)     ADJUSTED  
 CA1115* NAVD 88     -       516.7    (meters)    1695.     (feet)  VERTCON   
 CA1115  ___________________________________________________________________
 CA1115  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CA1115  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CA1115
 CA1115  HORZ ORDER  -  SECOND
 CA1115
 CA1115.The horizontal coordinates were established by classical geodetic methods
 CA1115.and adjusted by the National Geodetic Survey in February 1996..
 CA1115
 CA1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1115
 CA1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1115
 CA1115.The geoid height was determined by GEOID03.
 CA1115
 CA1115;                    North         East     Units Scale Factor Converg.
 CA1115;SPC TX C     - 3,182,923.690   776,528.717   MT  0.99989660   +0 24 50.9
 CA1115;SPC TX C     -10,442,642.14  2,547,661.30   sFT  0.99989660   +0 24 50.9
 CA1115;UTM  14      - 3,464,553.364   449,637.634   MT  0.99963128   -0 16 30.3
 CA1115
 CA1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1115!SPC TX C     -   0.99992266  x   0.99989660  =   0.99981927
 CA1115!UTM  14      -   0.99992266  x   0.99963128  =   0.99955397
 CA1115
 CA1115|---------------------------------------------------------------------|
 CA1115| PID    Reference Object                     Distance      Geod. Az  |
 CA1115|                                                           dddmmss.s |
 CA1115| CV5078 PEAR RM 1                            13.780 METERS 01326     |
 CA1115| CA1111 LOHN                                APPROX.12.4 KM 0691906.2 |
 CA1115| CV5079 PEAR RM 2                            14.425 METERS 11744     |
 CA1115|---------------------------------------------------------------------|
 CA1115
 CA1115                          SUPERSEDED SURVEY CONTROL
 CA1115
 CA1115  NAD 83(1986)-  31 18 51.40168(N)    099 31 45.40226(W) AD(       ) 2
 CA1115  NAD 27      -  31 18 50.81513(N)    099 31 44.17830(W) AD(       ) 2
 CA1115  NGVD 29 (07/19/86)  516.6    (m)         1695.     (f) VERT ANG       
 CA1115
 CA1115.Superseded values are not recommended for survey control.
 CA1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1115.See file dsdata.txt to determine how the superseded data were derived.
 CA1115
 CA1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV4963864553(NAD 83)
 CA1115_MARKER: DD = SURVEY DISK
 CA1115_SETTING: 66 = SET IN ROCK OUTCROP
 CA1115_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1115
 CA1115  HISTORY     - Date     Condition        Report By
 CA1115  HISTORY     - 1967     MONUMENTED       USGS
 CA1115  HISTORY     - 1971     GOOD             NGS
 CA1115
 CA1115                          STATION DESCRIPTION
 CA1115
 CA1115'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1115'STATION IS LOCATED 5.4 MILES SOUTH AND 4.2 MILES EAST OF
 CA1115'DOOLE, 0.15 MILE NORTH AND 2.0 MILE WEST OF PEAR VALLEY.
 CA1115'ON THE EAST POINT OF RIDGE, ABOUT 0.15 MILE SOUTH OF RIGHT ANGLE
 CA1115'TURN IN GRAVEL ROAD AND 175 FEET EAST OF A NORTH-SOUTH FENCE.
 CA1115'7 FEET NORTHEAST OF A WITNESS SIGN.
 CA1115'
 CA1115'TO REACH FROM THE CROSS-ROADS AT PEAR VALLEY, GO 1.0 MILE
 CA1115'NORTH ON GRAVEL ROAD TO CROSS-ROADS, THENCE LEFT (WEST) 2.1
 CA1115'MILES TO FIELD GATE ON THE LEFT, (0.1 MILE BEFORE A SHARP
 CA1115'TURN IN ROAD).  ENTER GATE AND GO 0.25 MILE SOUTHWEST ACROSS
 CA1115'COUNTRY TO TOP OF HILL AND STATION SITE.
 CA1115'
 CA1115'STATION MARK--A USGS BRONZE TABLET SET IN BEDROCK.  THE TABLET
 CA1115'IS SET FLUSH WITH GROUND AND STAMPED PEAR ET 1967.
 CA1115'
 CA1115'REFERENCE MARK NO. 1--A USGS BRONZE TABLET SET IN BEDROCK.
 CA1115'THE TABLET PROJECTS 0.4 FOOT AND IS STAMPED PEAR ET 1967 NO. 1.
 CA1115'
 CA1115'REFERENCE MARK NO. 2--A USGS BRONZE TABLET SET IN BEDROCK.
 CA1115'THE TABLET PROJECTS 0.3 FOOT AND IS STAMPED PEAR ET 1967 NO. 2.
 CA1115'
 CA1115'STATION LOHN 1935, 7.7 MILES EAST-NORTHEAST, IS VISIBLE FROM
 CA1115'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CA1115
 CA1115                          STATION RECOVERY (1971)
 CA1115
 CA1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1115'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 CA1115'1967 USGS BALLINGER SECOND-ORDER PROJECT.
 CA1115'
 CA1115'STATION LOHN (USC AND GS) IS VISIBLE FROM THE GROUND AT
 CA1115'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1115'
 CA1115'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0682 ***********************************************************************
 AO0682  DESIGNATION -  PEAR RM 1
 AO0682  PID         -  AO0682
 AO0682  STATE/COUNTY-  TX/LA SALLE
 AO0682  USGS QUAD   -  LOS ANGELES (1974)
 AO0682
 AO0682                         *CURRENT SURVEY CONTROL
 AO0682  ___________________________________________________________________
 AO0682* NAD 83(1993)-  28 27 43.46856(N)    099 07 07.33150(W)     ADJUSTED  
 AO0682* NAVD 88     -       159.5    (meters)     523.     (feet)  VERTCON   
 AO0682  ___________________________________________________________________
 AO0682  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AO0682  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AO0682
 AO0682  HORZ ORDER  -  SECOND
 AO0682
 AO0682.The horizontal coordinates were established by classical geodetic methods
 AO0682.and adjusted by the National Geodetic Survey in February 1996..
 AO0682
 AO0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0682
 AO0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0682
 AO0682.The geoid height was determined by GEOID03.
 AO0682
 AO0682;                    North         East     Units Scale Factor Converg.
 AO0682;SPC TXSC     - 4,069,689.803   588,374.570   MT  0.99997833   -0 03 29.4
 AO0682;SPC TXSC     -13,351,973.96  1,930,358.90   sFT  0.99997833   -0 03 29.4
 AO0682;UTM  14      - 3,148,396.205   488,378.962   MT  0.99960167   -0 03 23.7
 AO0682
 AO0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0682!SPC TXSC     -   0.99997887  x   0.99997833  =   0.99995720
 AO0682!UTM  14      -   0.99997887  x   0.99960167  =   0.99958055
 AO0682
 AO0682|---------------------------------------------------------------------|
 AO0682| PID    Reference Object                     Distance      Geod. Az  |
 AO0682|                                                           dddmmss.s |
 AO0682| AO0683 PEAR                                 12.945 METERS 22149     |
 AO0682| AO0689 ALTITA                              APPROX. 3.9 KM 2684812.5 |
 AO0682|---------------------------------------------------------------------|
 AO0682
 AO0682                          SUPERSEDED SURVEY CONTROL
 AO0682
 AO0682  NAD 83(1986)-  28 27 43.46660(N)    099 07 07.30851(W) AD(       ) 2
 AO0682  NAD 27      -  28 27 42.50676(N)    099 07 06.20909(W) AD(       ) 2
 AO0682  NGVD 29 (07/19/86)  159.4    (m)          523.     (f) VERT ANG       
 AO0682
 AO0682.Superseded values are not recommended for survey control.
 AO0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0682.See file dsdata.txt to determine how the superseded data were derived.
 AO0682
 AO0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8837948396(NAD 83)
 AO0682_MARKER: DS = TRIANGULATION STATION DISK
 AO0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0682_STAMPING: PEAR NO 1 1971
 AO0682_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0682+STABILITY: SURFACE MOTION
 AO0682
 AO0682  HISTORY     - Date     Condition        Report By
 AO0682  HISTORY     - 1972     MONUMENTED       NGS
 AO0682  HISTORY     - 19911025 GOOD             NGS
 AO0682
 AO0682                          STATION DESCRIPTION
 AO0682
 AO0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0682'THE STATION IS ABOUT 15 MILES SOUTH AND 3 MILES EAST OF DILLEY, 7
 AO0682'MILES EAST AND 2 MILES NORTH OF COTULLA, 7-1/2 MILES WEST OF LOS
 AO0682'ANGELES AND 0.2 MILE SOUTH OF STATE HIGHWAY 97, ON PROPERTY LEASED
 AO0682'BY THE U.S. GOVERNMENT AND OWNED BY HELEN STORY OF COTULLA.
 AO0682'
 AO0682'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0682'HIGHWAY 97 AT THE TRAFFIC LIGHT IN COTULLA, GO NORTHEAST ON STATE
 AO0682'HIGHWAY 97 FOR 0.8 MILE TO THE JUNCTION WITH FARM ROAD 468.
 AO0682'CONTINUE NORTHEAST AND EAST ON STATE HIGHWAY 97 FOR 6.95 MILES TO A
 AO0682'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRAVELED
 AO0682'ROAD FOR 0.2 MILE TO THE STATION.
 AO0682'
 AO0682'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PEAR NO 1 1971, SET IN
 AO0682'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0682'WITH THE GROUND.  IT IS 49.0 FEET EAST OF THE CENTER OF THE
 AO0682'GRAVELED ROAD, 2.7 FEET SOUTHWEST OF THE WITNESS POST, 2.4 FEET
 AO0682'WEST OF BOARD FENCE.
 AO0682
 AO0682                          STATION RECOVERY (1991)
 AO0682
 AO0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (GM)
 AO0682'PRINTED DIRECTIONS ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0644 ***********************************************************************
 DP0644  DESIGNATION -  PEARCE RESET
 DP0644  PID         -  DP0644
 DP0644  STATE/COUNTY-  TX/LYNN
 DP0644  USGS QUAD   -  SKEEN LAKE (1969)
 DP0644
 DP0644                         *CURRENT SURVEY CONTROL
 DP0644  ___________________________________________________________________
 DP0644* NAD 83(1993)-  33 01 57.07694(N)    101 51 33.37629(W)     ADJUSTED  
 DP0644* NAVD 88     -       936.6    (meters)    3073.     (feet)  VERTCON   
 DP0644  ___________________________________________________________________
 DP0644  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DP0644  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 DP0644
 DP0644  HORZ ORDER  -  FIRST
 DP0644
 DP0644.The horizontal coordinates were established by classical geodetic methods
 DP0644.and adjusted by the National Geodetic Survey in February 1996..
 DP0644
 DP0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0644
 DP0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0644
 DP0644.The geoid height was determined by GEOID03.
 DP0644
 DP0644;                    North         East     Units Scale Factor Converg.
 DP0644;SPC TXNC     - 2,156,475.599   286,273.958   MT  0.99987268   -1 49 55.7
 DP0644;SPC TXNC     - 7,075,037.03    939,217.14   sFT  0.99987268   -1 49 55.7
 DP0644;UTM  14      - 3,658,526.401   232,951.520   MT  1.00047940   -1 33 34.4
 DP0644
 DP0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0644!SPC TXNC     -   0.99985680  x   0.99987268  =   0.99972950
 DP0644!UTM  14      -   0.99985680  x   1.00047940  =   1.00033613
 DP0644
 DP0644:                Primary Azimuth Mark                     Grid Az
 DP0644:SPC TXNC     -  WHITE FLAGSTAFF T BAR SCHSE              003 32 50.1
 DP0644:UTM  14      -  WHITE FLAGSTAFF T BAR SCHSE              003 16 28.8
 DP0644
 DP0644|---------------------------------------------------------------------|
 DP0644| PID    Reference Object                     Distance      Geod. Az  |
 DP0644|                                                           dddmmss.s |
 DP0644| CJ9291 WHITE FLAGSTAFF T BAR SCHSE                        0014254.4 |
 DP0644| DP0643 TAHOKA MUNICIPAL TANK               APPROX.16.5 KM 0212151.5 |
 DP0644| CJ7265 PEARCE RM 3                          52.336 METERS 02239     |
 DP0644| CJ7264 PEARCE RM 2                          19.760 METERS 08502     |
 DP0644| CU1166 O DONNELL MUNICIPAL TANK            APPROX. 7.5 KM 1590337.9 |
 DP0644| CJ7266 PEARCE RM 4                          60.009 METERS 16037     |
 DP0644| CJ7262 PEARCE AZ MK                                       1784920.1 |
 DP0644| CJ7263 PEARCE RM 1 AZIMUTH                                35949     |
 DP0644|---------------------------------------------------------------------|
 DP0644
 DP0644                          SUPERSEDED SURVEY CONTROL
 DP0644
 DP0644  NAD 83(1986)-  33 01 57.08473(N)    101 51 33.36788(W) AD(       ) 1
 DP0644  NAD 27      -  33 01 56.74400(N)    101 51 31.81600(W) AD(       ) 1
 DP0644  NGVD 29 (07/19/86)  936.2    (m)         3072.     (f) VERT ANG       
 DP0644
 DP0644.Superseded values are not recommended for survey control.
 DP0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0644.See file dsdata.txt to determine how the superseded data were derived.
 DP0644
 DP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3295258526(NAD 83)
 DP0644_MARKER: DS = TRIANGULATION STATION DISK
 DP0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0644
 DP0644  HISTORY     - Date     Condition        Report By
 DP0644  HISTORY     - 1968     MONUMENTED       CGS
 DP0644
 DP0644                          STATION DESCRIPTION
 DP0644
 DP0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0644'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 DP0644'TO BE IN GOOD CONDITION.  THE SURFACE AND SUB-SURFACE STATION
 DP0644'MARK WERE LOWERED BELOW PLOW DEPTH.  A NEW AZIMUTH MARK,
 DP0644'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  REFERENCE MARK 1 WAS
 DP0644'REMOVED FROM CULIVATED FIELD.
 DP0644'
 DP0644'A NEW DESCRIPTION FOLLOWS--
 DP0644'
 DP0644'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF TAHOKA AND 5
 DP0644'MILES NORTH OF O DONNELL ON A LOW EAST-WEST RIDGE IN A
 DP0644'CULIVATED FIELD.
 DP0644'
 DP0644'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 380 AND 87 IN TAHOKA,
 DP0644'GO SOUTH ON U.S. HIGHWAY 87 FOR 10.4 MILES TO JUNCTION WITH FARM
 DP0644'ROAD 213, TURN RIGHT AND GO WEST FOR 3 MILES TO A CROSSROAD, TURN
 DP0644'RIGHT AND GO NORTH ON BLADED ROAD FOR 0.25 MILE TO THE AZIMUTH
 DP0644'MARK ON RIGHT, CONTINUE FOR 0.6 MILE TO STATION ON LEFT.  THIS IS
 DP0644'ABOUT 0.15 MILE BEFORE REACHING A CROSSROAD.
 DP0644'
 DP0644'STATION MARK, A STANDARD DISK STAMPED PEARCE 1932 1968, IS SET
 DP0644'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 18 INCHES BELOW
 DP0644'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS 4.5 FEET
 DP0644'BELOW THE SURFACE OF THE GROUND. THE MARK IS ABOUT
 DP0644'3 FEET HIGHER THAN THE ROAD, 198 FEET NORTHWEST OF A POWER
 DP0644'LINE POLE, 173 FEET SOUTHWEST OF A POWER LINE POLE, 44 FEET
 DP0644'WEST OF CENTER OF BLADED ROAD AND 28 FEET NORTHWEST OF A
 DP0644'TELEPHONE LINE POLE.
 DP0644'
 DP0644'REFERENCE MARK 3, A STANDARD DISK STAMPED PEARCE 1932 NO 3 1968,
 DP0644'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND ABOUT
 DP0644'2 FEET HIGHER THAN THE ROAD. THE MARK IS 22
 DP0644'FEET EAST OF CENTER OF ROAD, 2.5 FEET SOUTHEAST OF A POWER
 DP0644'LINE POLE AND 1.8 FEET NORTH-NORTHWEST OF A 4 BY 4 WITNESS POST.
 DP0644'
 DP0644'REFERENCE MARK 4, A STANDARD DISK STAMPED PEARCE 1932 NO 4 1968,
 DP0644'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 DP0644'INCHES AND ABOUT 2 FEET HIGHER THAN THE ROAD.  THE
 DP0644'MARK IS 22 FEET EAST OF CENTER OF ROAD, 2.6 FEET NORTH OF A
 DP0644'POWER LINE POLE AND 1.5 FEET SOUTH OF A 4 BY 4 WITNESS POST.
 DP0644'
 DP0644'AZIMUTH MARK, A STANDARD DISK STAMPED PEARCE 1932 1968,
 DP0644'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 DP0644'4 INCHES.  THE MARK IS 25 FEET EAST OF THE CENTER OF BLADED ROAD,
 DP0644'3 FEET NORTHEAST OF FENCE CORNER POST WITH WITNESS SIGN
 DP0644'ATTACHED AND 1.5 FEET NORTH OF A EAST-WEST FENCE.
 DP0644'
 DP0644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DP0644'5 MILES NORTH OF O DONNELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0169 ***********************************************************************
 AW0169  DESIGNATION -  PEARLAND
 AW0169  PID         -  AW0169
 AW0169  STATE/COUNTY-  TX/BRAZORIA
 AW0169  USGS QUAD   -  PEARLAND (1995)
 AW0169
 AW0169                         *CURRENT SURVEY CONTROL
 AW0169  ___________________________________________________________________
 AW0169* NAD 83(1993)-  29 33 28.05382(N)    095 17 02.81121(W)     ADJUSTED  
 AW0169* NAVD 88     -        13.877  (meters)      45.53   (feet)  ADJUSTED  
 AW0169  ___________________________________________________________________
 AW0169  X           -    -511,363.058 (meters)                     COMP
 AW0169  Y           -  -5,528,993.011 (meters)                     COMP
 AW0169  Z           -   3,127,822.056 (meters)                     COMP
 AW0169  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW0169  ELLIP HEIGHT-         -13.36  (meters)          (02/16/96) GPS OBS
 AW0169  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW0169  DYNAMIC HT  -          13.858 (meters)      45.47  (feet)  COMP
 AW0169  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 AW0169
 AW0169  HORZ ORDER  -  SECOND
 AW0169  VERT ORDER  -  FIRST     CLASS I
 AW0169  ELLP ORDER  -  FIFTH     CLASS I
 AW0169
 AW0169.The horizontal coordinates were established by classical geodetic methods
 AW0169.and adjusted by the National Geodetic Survey in February 1996..
 AW0169
 AW0169.The orthometric height was determined by differential leveling
 AW0169.and adjusted by the National Geodetic Survey in June 1991..
 AW0169
 AW0169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0169
 AW0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0169
 AW0169.The ellipsoidal height was determined by GPS observations
 AW0169.and is referenced to NAD 83.
 AW0169
 AW0169.The geoid height was determined by GEOID03.
 AW0169
 AW0169.The dynamic height is computed by dividing the NAVD 88
 AW0169.geopotential number by the normal gravity value computed on the
 AW0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0169.degrees latitude (g = 980.6199 gals.).
 AW0169
 AW0169.The modeled gravity was interpolated from observed gravity values.
 AW0169
 AW0169;                    North         East     Units Scale Factor Converg.
 AW0169;SPC TXSC     - 4,196,835.709   960,003.765   MT  0.99987078   +1 49 13.7
 AW0169;SPC TXSC     -13,769,118.49  3,149,612.35   sFT  0.99987078   +1 49 13.7
 AW0169;UTM  15      - 3,271,963.558   278,702.028   MT  1.00020430   -1 07 38.0
 AW0169
 AW0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0169!SPC TXSC     -   1.00000210  x   0.99987078  =   0.99987288
 AW0169!UTM  15      -   1.00000210  x   1.00020430  =   1.00020640
 AW0169
 AW0169:                Primary Azimuth Mark                     Grid Az
 AW0169:SPC TXSC     -  ELLINGTON FIELD AIRWAY BEACON            061 41 22.2
 AW0169:UTM  15      -  ELLINGTON FIELD AIRWAY BEACON            064 38 13.9
 AW0169
 AW0169|---------------------------------------------------------------------|
 AW0169| PID    Reference Object                     Distance      Geod. Az  |
 AW0169|                                                           dddmmss.s |
 AW0169| AW6412 ELLINGTON FIELD AIRWAY BEACON       APPROX.11.4 KM 0633035.9 |
 AW0169| CV6649 PEARLAND AZ MK                                     0643004.5 |
 AW0169| AW6411 ELLINGTON AIR FORCE BASE FLAG       APPROX.11.6 KM 0655102.7 |
 AW0169| AW0167 T 457                                38.710 METERS 17605     |
 AW0169| AW0166 PEARLAND RM 3                        74.523 METERS 20603     |
 AW0169| AW0170 PEARLAND RM 2                        29.120 METERS 28727     |
 AW0169|---------------------------------------------------------------------|
 AW0169
 AW0169                          SUPERSEDED SURVEY CONTROL
 AW0169
 AW0169  NAD 83(1986)-  29 33 28.06784(N)    095 17 02.79009(W) AD(       ) 2
 AW0169  NAD 27      -  29 33 27.22647(N)    095 17 02.01679(W) AD(       ) 2
 AW0169  NGVD 29 (12/23/87)   13.873  (m)           45.52   (f) ADJUSTED    1 1
 AW0169
 AW0169.Superseded values are not recommended for survey control.
 AW0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0169.See file dsdata.txt to determine how the superseded data were derived.
 AW0169
 AW0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7870271964(NAD 83)
 AW0169_MARKER: DS = TRIANGULATION STATION DISK
 AW0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0169_SP_SET: CONCRETE POST
 AW0169_STAMPING: PEARLAND 1952
 AW0169_MARK LOGO: CGS   
 AW0169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0169+STABILITY: SURFACE MOTION
 AW0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0169+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AW0169
 AW0169  HISTORY     - Date     Condition        Report By
 AW0169  HISTORY     - 1952     MONUMENTED       CGS
 AW0169  HISTORY     - 1955     GOOD             CGS
 AW0169  HISTORY     - 1955     MARK NOT FOUND   USGS
 AW0169  HISTORY     - 1968     GOOD             CGS
 AW0169  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0169  HISTORY     - 1973     GOOD             NGS
 AW0169  HISTORY     - 1976     GOOD             USGS
 AW0169  HISTORY     - 1978     GOOD             DOD
 AW0169  HISTORY     - 1978     GOOD             NGS
 AW0169  HISTORY     - 1978     GOOD             NGS
 AW0169  HISTORY     - 1986     GOOD             NGS
 AW0169  HISTORY     - 1987     GOOD             NGS
 AW0169  HISTORY     - 1987     GOOD             USPSQD
 AW0169  HISTORY     - 1988     GOOD             USPSQD
 AW0169  HISTORY     - 1988     GOOD             USPSQD
 AW0169  HISTORY     - 1988     GOOD             USPSQD
 AW0169  HISTORY     - 1989     GOOD             USPSQD
 AW0169  HISTORY     - 1989     GOOD             USPSQD
 AW0169  HISTORY     - 1989     GOOD             USPSQD
 AW0169  HISTORY     - 1989     GOOD             USPSQD
 AW0169  HISTORY     - 1989     GOOD             USPSQD
 AW0169  HISTORY     - 1990     GOOD             USPSQD
 AW0169  HISTORY     - 20010728 GOOD             USPSQD
 AW0169
 AW0169                          STATION DESCRIPTION
 AW0169
 AW0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW0169'THE STATION IS LOCATED AT THE PEARLAND AIRPORT AND ABOUT 0.5 MILE
 AW0169'SOUTH OF THE CENTER OF PEARLAND.  IT IS 118 FEET EAST OF THE CENTER
 AW0169'OF STATE HIGHWAY 35, 115 FEET NORTH OF THE CENTER OF A RED
 AW0169'HANGAR (PEARLAND IS WRITTEN ON THE TOP) AND 76 FEET SOUTH OF THE
 AW0169'CENTER OF A TIN HANGAR.  IT IS STAMPED PEARLAND 1952 AND IS SET
 AW0169'FLUSH.
 AW0169'
 AW0169'BENCH MARK T 457 WAS USED FOR REFERENCE MARK NUMBER 1.  IT IS
 AW0169'59 FEET EAST OF THE CENTER OF STATE HIGHWAY 35, 35 FEET EAST
 AW0169'SOUTHEAST OF A POWER LINE POLE, 4 FEET EAST OF THE NORTHWEST
 AW0169'CORNER OF A RED HANGAR AND 1 FOOT NORTH OF THE HANGAR.  IT IS A
 AW0169'STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN
 AW0169'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST.  IT IS STAMPED
 AW0169'T 457 1951 AND IS SET FLUSH.
 AW0169'
 AW0169'REFERENCE MARK NO. 2 IS 51 FEET EAST OF THE CENTER OF STATE
 AW0169'HIGHWAY 35, 7 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AW0169'TIN HANGAR AND 2 FEET EAST OF A POWER LINE POLE.  IT IS STAMPED
 AW0169'PEARLAND NO 2 1952 AND IS SET FLUSH.
 AW0169'
 AW0169'THE DISTANCE BETWEEN R.M. NO. 1 (BENCH MARK T 457) AND R.M.
 AW0169'NO. 2 IS 184.7 FEET.
 AW0169'
 AW0169'THE AZIMUTH MARK IS LOCATED 28 FEET SOUTH OF THE CENTER OF A SHELL
 AW0169'ROAD, 1 FOOT WEST OF A TELEPHONE POLE AND 1 FOOT WEST OF A
 AW0169'WITNESS POST.  IT IS STAMPED PEARLAND 1952 AND PROJECTS 5 INCHES.
 AW0169'
 AW0169'TO REACH THE STATION FROM THE POST OFFICE IN PEARLAND, GO EAST
 AW0169'ON FARM ROAD 518 FOR 0.1 MILE TO STATE HIGHWAY 35.  TURN RIGHT
 AW0169'AND GO SOUTHERLY ON STATE HIGHWAY 35 FOR 0.45 MILE TO THE STATION
 AW0169'ON THE LEFT AS DESCRIBED.
 AW0169'
 AW0169'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON STATE
 AW0169'HIGHWAY 35 FOR 0.2 MILE TO A T ROAD RIGHT.  TURN RIGHT AND GO
 AW0169'EAST ON A SHELL ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 AW0169'RIGHT AS DESCRIBED.
 AW0169'
 AW0169'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AW0169
 AW0169                          STATION RECOVERY (1955)
 AW0169
 AW0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 AW0169'ALL MARKS WERE RECOVERED AS DESCRIBED.
 AW0169
 AW0169                          STATION RECOVERY (1955)
 AW0169
 AW0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW0169'STATION FALLS WITHIN STORAGE AREA WHERE BULLDOZERS MOVE PIECES
 AW0169'OF EQUIPMENT IN AND OUT, AND IS BELIEVED TO BE DESTROYED.  LOCAL
 AW0169'INQUIRY BELIEVES THAT IT IS DESTROYED, BUT DID NOT DEFINITELY
 AW0169'STATE THAT IT WAS.
 AW0169
 AW0169                          STATION RECOVERY (1968)
 AW0169
 AW0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0169'THE STATION MARK, REFERENCE MARK 1 (B.M. T457) AND REFERENCE MARK
 AW0169'2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 AW0169'FOR BUT WAS NOT RECOVERED.  A SHELL DRIVEWAY HAS BEEN MADE OVER THE
 AW0169'STATION MARK AND ALSO A PARKING AREA.  AT THIS TIME REFERENCE MARK
 AW0169'3 WAS ESTABLISHED AND OCCUPIED.  SEE DESCRPTION THEREOF.  A NEW
 AW0169'DESCRIPTION FOLLOWS.
 AW0169'
 AW0169'THE STATION IS LOCATED ON THE PROPERTY OWNED BY MR. KLIESING OF THE
 AW0169'KLIESING MOTOR CO. OF PEARLAND AND IT IS RENTED BY MR. LEROY
 AW0169'KAHANEK, MANAGER OF THE HERON TRAVEL AND CAMPING COACH
 AW0169'MANUFACTURERS WHICH IS LOCATED AT THE STATION SITE.  IT IS ABOUT
 AW0169'0.5 MILE SOUTH OF THE CENTER OF PEARLAND AND AT THE WESTERN EDGE
 AW0169'OF THE PEARLAND AIRPORT.
 AW0169'
 AW0169'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 AW0169'STATE HIGHWAY 35 AND FARM ROAD 518 (BROADWAY AND MAIN STREETS) IN
 AW0169'PEARLAND, GO SOUTH ON STATE HIGHWAY 35 (MAIN STREET) FOR 0.45 MILE
 AW0169'TO THE HERON CAMPERS AND COACH MANUFACTURERS ON THE LEFT AND THE
 AW0169'STATION ON THE LEFT.
 AW0169'
 AW0169'THE STATION MARK IS A STANDARD DISK STAMPED PEARLAND 1952, SET
 AW0169'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 4
 AW0169'INCHES BELOW THE SHELL DRIVEWAY SURFACE.  IT IS 114 FEET
 AW0169'NORTH-NORTHWEST OF THE NORTH FACE OF A RED HANGAR, WITH LETTERING
 AW0169'PEARLAND ON THE ROOF, 113 FEET EAST-NORTHEAST OF THE CENTER OF
 AW0169'STATE HIGHWAY 35 AND 76 FEET SOUTH-SOUTHEAST OF THE SOUTH FACE OF A
 AW0169'METAL BUILDING.
 AW0169'
 AW0169'BENCH MARK T 457 WHICH WAS USED FOR REFERENCE MARK 1 IN 1952, IS A
 AW0169'STANDARD U.S.C. AND G.S. B.M. DISK STAMPED T 457 1951, SET IN THE
 AW0169'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 6 INCHES
 AW0169'BELOW THE GROUND SURFACE.  IT IS 56 FEET EAST-NORTHEAST OF THE
 AW0169'CENTER OF STATE HIGHWAY 35, 32 FEET SOUTHEAST OF A TELEPHONE, 3 FEET
 AW0169'NORTHEAST OF THE NORTHWEST CORNER OF THE RED HANGAR AND 1
 AW0169'FOOT NORTH-NORTHWEST OF THE NORTH FACE OF THE HANGAR.
 AW0169'
 AW0169'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PEARLAND NO 2 1952,
 AW0169'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 4
 AW0169'INCHES BELOW THE GROUND SURFACE.  IT IS 48 FEET EAST-NORTHEAST OF
 AW0169'THE CENTER OF STATE HIGHWAY 35, 15 FEET NORTHWEST OF THE CENTER OF
 AW0169'A SHELL DRIVEWAY, 6.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 AW0169'CORNER OF THE METAL BUILDING AND 2 FEET EAST-SOUTHWEST OF A
 AW0169'TELEPHONE POLE.
 AW0169'
 AW0169'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PEARLAND 1952 NO 3 1968,
 AW0169'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW0169'18 INCHES BELOW THE GROUND SURFACE.  IT IS 90 FEET SOUTHWEST OF THE
 AW0169'CENTER OF STATE HIGHWAY 35, 86.1 FEET SOUTH-SOUTHEAST OF THE
 AW0169'SOUTHEAST CORNER OF A WHITE WOODEN BUILDING, 83.4 FEET SOUTHEAST
 AW0169'OF THE SOUTH FACE OF THE BUILDING AND 39.5 FEET SOUTHWEST OF A
 AW0169'POWER LINE POLE.
 AW0169'
 AW0169'THE 1952 DISTANCE BETWEEN B.M. T 457 TO REFERENCE MARK 2 IS 184.7
 AW0169'FEET.
 AW0169'
 AW0169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE SOUTH
 AW0169'OF PEARLAND.
 AW0169
 AW0169                          STATION RECOVERY (1973)
 AW0169
 AW0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0169'PEARLAND TRIANGULATION STATION DISK STAMPED PEARLAND 1952, 113 FEET
 AW0169'EAST OF THE CENTER LINE OF MAIN STREET (HIGHWAY 35), 95.5 FEET
 AW0169'SOUTHEAST OF REFERENCE MARK NO 2, 96.1 FEET SOUTHEAST OF THE
 AW0169'SOUTHWEST CORNER OF A METAL BUILDING, 129.3 FEET NORTHEAST OF
 AW0169'THE NORTHWEST CORNER OF A WOODEN HANGAR BUILDING, ABOUT LEVEL
 AW0169'WITH A SHELL DRIVE, SET IN THE TOP OF A CONCRETE POST ABOUT 0.4
 AW0169'FOOT BELOW THE LEVEL OF THE DRIVE, AND ABOUT 1 FOOT LOWER THAN
 AW0169'MAIN STREET.
 AW0169'
 AW0169'PEARLAND RM 2 A TRIANGULATION REFERENCE MARK DISK STAMPED PEARLAND
 AW0169'NO 2 1952, AT THE SOUTHWEST CORNER OF A METAL BUILDING, 95.5
 AW0169'FEET NORTHWEST OF THE STATION MARK, SET IN THE TOP OF A CONCRETE
 AW0169'POST 0.4 FOOT BELOW THE LEVEL OF THE GROUND, AND ABOUT 1 FOOT
 AW0169'LOWER THAN THE STREET.
 AW0169'
 AW0169'PEARLAND RM 3 A TRIANGULATION REFERENCE MARK DISK STAMPED PEARLAND
 AW0169'NO 3 1952 1968, 91.5 FEET WEST OF THE CENTER LINE OF MAIN STREET,
 AW0169'86.1 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING,
 AW0169'39.3 FEET WEST OF A POWER POLE, SET IN THE TOP OF A CONCRETE
 AW0169'POST 1.5 FEET BELOW THE LEVEL OF THE GROUND, AND ABOUT 2 FEET
 AW0169'LOWER THAN THE STREET.
 AW0169'
 AW0169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PEARLAND,
 AW0169'AT THE PEARLAND AIRPORT.
 AW0169
 AW0169                          STATION RECOVERY (1973)
 AW0169
 AW0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0169'IN PEARLAND.
 AW0169'AT PEARLAND, AT THE PEARLAND AIRPORT, 113 FEET EAST OF THE CENTER LINE
 AW0169'OF MAIN STREET (HIGHWAY 35), 95.5 FEET SOUTHEAST OF REFERENCE MARK NO
 AW0169'2, 96.1 FEET SOUTHEAST OF THE SOUTHEWEST CORNER OF A METAL BUILDING,
 AW0169'129.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF A WOODEN HANGAR
 AW0169'BUILDING, SET IN THE TOP OF A CONCRETE POST, 0.4 FOOT BELOW THE LEVEL
 AW0169'OF A SHELL DRIVE, AND ABOUT 1 FOOT LOWER THAN MAIN STREET.
 AW0169
 AW0169                          STATION RECOVERY (1976)
 AW0169
 AW0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW0169'AT PEARLAND, AT THE PEARLAND AIRPORT, 113 FEET EAST OF THE CENTER
 AW0169'LINE OF MAIN STREET (HIGHWAY 35), 95.5 FEET SOUTHEAST OF REFERENCE
 AW0169'MARK NO 2, 96.1 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A METAL
 AW0169'BUILDING, 129.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE
 AW0169'FOUNDATION, SET IN THE TOP OF A CONCRETE POST, 0.4 FOOT BELOW THE
 AW0169'LEVEL OF A SHELL DRIVE, AND ABOUT 1 FOOT LOWER THAN MAIN STREET.
 AW0169
 AW0169                          STATION RECOVERY (1978)
 AW0169
 AW0169'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1978)
 AW0169
 AW0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1978)
 AW0169
 AW0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1986)
 AW0169
 AW0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0169'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--23.0
 AW0169'M (75.5 FT) SOUTH OF THE SOUTH FACE OF A METAL HANGAR, AND 19.5 M
 AW0169'(64.0 FT) WEST OF A FENCE.
 AW0169
 AW0169                          STATION RECOVERY (1987)
 AW0169
 AW0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW0169'THE STATION WAS RECOVERED AT THIS DATE.
 AW0169'
 AW0169'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI)
 AW0169'NORTH-NORTHWEST OF OF ALVIN, 12.9 KM (8.0 MI) NORTHEAST OF MANVEL,
 AW0169'0.8 KM (0.5 MI) SOUTH OF PEARLAND NEAR THE WEST EDGE OF THE
 AW0169'PEARLAND AIRPORT AND ALONG STATE HIGHWAY 35.
 AW0169'OWNERSHIP--PATTY CHILD, 2717 SOUTH MAIN STREET, PEARLAND TX 77581,
 AW0169'PHONE 713-997-1311.
 AW0169'
 AW0169'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (MAIN
 AW0169'STREET) AND FARM ROAD 518 (BROADWAY STREET) IN PEARLAND, GO SOUTH
 AW0169'ON STATE HIGHWAY 35 FOR 0.7 KM (0.45 MI) TO A GRAVELED DRIVEWAY ON
 AW0169'THE LEFT.  TURN LEFT FOR ABOUT 30 METERS (90.0 FT) TO THE STATION
 AW0169'ON THE RIGHT.
 AW0169'
 AW0169'THE STATION IS A STANDARD CGS DISK
 AW0169'STAMPED---PEARLAND 1952---,
 AW0169'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AW0169'30 CM ON SIDE RECESSED 12 CM BELOW GROUND.  LOCATED
 AW0169'32.4 METERS (106.2 FT) NORTH FROM A POWER POLE NUMBER 2811,
 AW0169'31.1 METERS (102.1 FT) NORTHEAST FROM THE CENTER OF THE ROAD,
 AW0169'29.6 METERS (97.2 FT) SOUTHEAST FROM A POWER POLE NUMBER 2717 AND
 AW0169'0.3 METERS (1.0 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 AW0169'THE UNDERGROUND MARK WAS NOT CHECKED AT THIS TIME.
 AW0169'
 AW0169'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW0169'
 AW0169'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW0169'
 AW0169'DESCRIBED BY T.F. DAWS.
 AW0169
 AW0169                          STATION RECOVERY (1987)
 AW0169
 AW0169'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1988)
 AW0169
 AW0169'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1988)
 AW0169
 AW0169'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1988)
 AW0169
 AW0169'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1989)
 AW0169
 AW0169'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1989)
 AW0169
 AW0169'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1989)
 AW0169
 AW0169'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1989)
 AW0169
 AW0169'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1989)
 AW0169
 AW0169'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (1990)
 AW0169
 AW0169'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0169'RECOVERED IN GOOD CONDITION.
 AW0169
 AW0169                          STATION RECOVERY (2001)
 AW0169
 AW0169'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6563 ***********************************************************************
 AW6563  DESIGNATION -  PEARLAND KKU 271 RAD MAST
 AW6563  PID         -  AW6563
 AW6563  STATE/COUNTY-  TX/BRAZORIA
 AW6563  USGS QUAD   -  PEARLAND (1995)
 AW6563
 AW6563                         *CURRENT SURVEY CONTROL
 AW6563  ___________________________________________________________________
 AW6563* NAD 83(1993)-  29 30 12.75212(N)    095 16 02.78141(W)     ADJUSTED  
 AW6563* NAVD 88     -                                                        
 AW6563  ___________________________________________________________________
 AW6563  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AW6563  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW6563
 AW6563  HORZ ORDER  -  THIRD
 AW6563
 AW6563.The horizontal coordinates were established by classical geodetic methods
 AW6563.and adjusted by the National Geodetic Survey in February 1996..
 AW6563
 AW6563
 AW6563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6563
 AW6563.The geoid height was determined by GEOID03.
 AW6563
 AW6563;                    North         East     Units Scale Factor Converg.
 AW6563;SPC TXSC     - 4,190,877.632   961,810.588   MT  0.99986756   +1 49 43.1
 AW6563;SPC TXSC     -13,749,571.03  3,155,540.24   sFT  0.99986756   +1 49 43.1
 AW6563;UTM  15      - 3,265,918.475   280,200.671   MT  1.00019615   -1 07 01.6
 AW6563
 AW6563                          SUPERSEDED SURVEY CONTROL
 AW6563
 AW6563  NAD 83(1986)-  29 30 12.76700(N)    095 16 02.75981(W) AD(       ) 4
 AW6563  NAD 27      -  29 30 11.92203(N)    095 16 01.98799(W) AD(       ) 3
 AW6563
 AW6563.Superseded values are not recommended for survey control.
 AW6563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6563.See file dsdata.txt to determine how the superseded data were derived.
 AW6563
 AW6563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8020165918(NAD 83)
 AW6563_MARKER: 42 = RADIO/TV MAST
 AW6563
 AW6563  HISTORY     - Date     Condition        Report By
 AW6563  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6563  HISTORY     - 20010728 GOOD             USPSQD
 AW6563
 AW6563                          STATION DESCRIPTION
 AW6563
 AW6563'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6563'THE STATION IS OWNED AND ON THE PROPERTY OF THE PAN AMERICAN
 AW6563'PETROLEUM CORPORATION, ABOUT 4-1/2 MILES SOUTHEAST OF PEARLAND.
 AW6563'
 AW6563'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND
 AW6563'COUNTY ROAD 128 WHICH IS SOUTHEAST OF PEARLAND, GO WEST ON COUNTY
 AW6563'ROAD 128 FOR 1.15 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 AW6563'AND GO 0.1 MILE TO THE STATION ON THE RIGHT AT BUILDING NUMBER
 AW6563'6363.
 AW6563'
 AW6563'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6563'CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  A RED LIGHT IS
 AW6563'LOCATED AT THE TOP CENTER AND A SMALL ANTENNA PROJECTS UP ON THE
 AW6563'SOUTHWEST CORNER OF THE MAST.  THE MAST HAS AN OVER-ALL HEIGHT OF
 AW6563'300 FEET.
 AW6563'
 AW6563'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6563
 AW6563                          STATION RECOVERY (2001)
 AW6563
 AW6563'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW6563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6562 ***********************************************************************
 AW6562  DESIGNATION -  PEARLAND MUNICIPAL TOWER
 AW6562  PID         -  AW6562
 AW6562  STATE/COUNTY-  TX/BRAZORIA
 AW6562  USGS QUAD   -  PEARLAND (1995)
 AW6562
 AW6562                         *CURRENT SURVEY CONTROL
 AW6562  ___________________________________________________________________
 AW6562* NAD 83(1993)-  29 33 51.84179(N)    095 17 16.67770(W)     ADJUSTED  
 AW6562* NAVD 88     -                                                        
 AW6562  ___________________________________________________________________
 AW6562  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW6562  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW6562
 AW6562  HORZ ORDER  -  THIRD
 AW6562
 AW6562.The horizontal coordinates were established by classical geodetic methods
 AW6562.and adjusted by the National Geodetic Survey in February 1996..
 AW6562
 AW6562
 AW6562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6562
 AW6562.The geoid height was determined by GEOID03.
 AW6562
 AW6562;                    North         East     Units Scale Factor Converg.
 AW6562;SPC TXSC     - 4,197,555.834   959,607.478   MT  0.99987123   +1 49 06.9
 AW6562;SPC TXSC     -13,771,481.10  3,148,312.20   sFT  0.99987123   +1 49 06.9
 AW6562;UTM  15      - 3,272,703.357   278,343.179   MT  1.00020626   -1 07 45.6
 AW6562
 AW6562                          SUPERSEDED SURVEY CONTROL
 AW6562
 AW6562  NAD 83(1986)-  29 33 51.85584(N)    095 17 16.65705(W) AD(       ) 4
 AW6562  NAD 27      -  29 33 51.01506(N)    095 17 15.88389(W) AD(       ) 3
 AW6562
 AW6562.Superseded values are not recommended for survey control.
 AW6562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6562.See file dsdata.txt to determine how the superseded data were derived.
 AW6562
 AW6562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7834372703(NAD 83)
 AW6562_MARKER: 55 = TOWER
 AW6562
 AW6562  HISTORY     - Date     Condition        Report By
 AW6562  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6562  HISTORY     - 1955     GOOD             CGS
 AW6562  HISTORY     - 1965     GOOD             CGS
 AW6562  HISTORY     - 1968     GOOD             CGS
 AW6562  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AW6562
 AW6562                          STATION DESCRIPTION
 AW6562
 AW6562'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6562'THE STATION IS LOCATED SOUTH OF THE CITY OF HOUSTON IN THE VILLAGE
 AW6562'OF PEARLAND, 0.15 MILE WEST OF TEXAS STATE HIGHWAY 35 AND 0.1
 AW6562'MILE NORTH OF TEXAS STATE HIGHWAY 518.  IT IS SILVER COLORED
 AW6562'AND HAS AN OVERALL HEIGHT OF 120 FEET.
 AW6562
 AW6562                          STATION RECOVERY (1955)
 AW6562
 AW6562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 AW6562'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 AW6562
 AW6562                          STATION RECOVERY (1965)
 AW6562
 AW6562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 AW6562'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 AW6562
 AW6562                          STATION RECOVERY (1968)
 AW6562
 AW6562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6562'THE STATION WAS RECOVERED AS DESCRIBED.
 AW6562
 AW6562                          STATION RECOVERY (2001)
 AW6562
 AW6562'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW6562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0170 ***********************************************************************
 AW0170  DESIGNATION -  PEARLAND RM 2
 AW0170  PID         -  AW0170
 AW0170  STATE/COUNTY-  TX/BRAZORIA
 AW0170  USGS QUAD   -  PEARLAND (1995)
 AW0170
 AW0170                         *CURRENT SURVEY CONTROL
 AW0170  ___________________________________________________________________
 AW0170* NAD 83(1986)-  29 33 30.     (N)    095 17 04.     (W)     SCALED    
 AW0170* NAVD 88     -        14.045  (meters)      46.08   (feet)  ADJUSTED  
 AW0170  ___________________________________________________________________
 AW0170  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW0170  DYNAMIC HT  -          14.026 (meters)      46.02  (feet)  COMP
 AW0170  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 AW0170
 AW0170  VERT ORDER  -  FIRST     CLASS I
 AW0170
 AW0170.The horizontal coordinates were scaled from a topographic map and have
 AW0170.an estimated accuracy of +/- 6 seconds.
 AW0170
 AW0170.The orthometric height was determined by differential leveling
 AW0170.and adjusted by the National Geodetic Survey in June 1991..
 AW0170
 AW0170.The geoid height was determined by GEOID03.
 AW0170
 AW0170.The dynamic height is computed by dividing the NAVD 88
 AW0170.geopotential number by the normal gravity value computed on the
 AW0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0170.degrees latitude (g = 980.6199 gals.).
 AW0170
 AW0170.The modeled gravity was interpolated from observed gravity values.
 AW0170
 AW0170;                    North         East    Units  Estimated Accuracy
 AW0170;SPC TXSC     - 4,196,900.      959,970.      MT  (+/- 180 meters Scaled)
 AW0170
 AW0170                          SUPERSEDED SURVEY CONTROL
 AW0170
 AW0170  NGVD 29 (12/23/87)   14.042  (m)           46.07   (f) ADJUSTED    1 1
 AW0170
 AW0170.Superseded values are not recommended for survey control.
 AW0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0170.See file dsdata.txt to determine how the superseded data were derived.
 AW0170
 AW0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN786720(NAD 83)
 AW0170_MARKER: DR = REFERENCE MARK DISK
 AW0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0170_SP_SET: CONCRETE POST
 AW0170_STAMPING: PEARLAND NO 2 1952
 AW0170_MARK LOGO: CGS   
 AW0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0170+STABILITY: SURFACE MOTION
 AW0170
 AW0170  HISTORY     - Date     Condition        Report By
 AW0170  HISTORY     - 1952     MONUMENTED       CGS
 AW0170  HISTORY     - 1973     GOOD             NGS
 AW0170  HISTORY     - 1978     GOOD             DOD
 AW0170  HISTORY     - 1978     GOOD             NGS
 AW0170  HISTORY     - 1978     GOOD             NGS
 AW0170  HISTORY     - 1986     GOOD             NGS
 AW0170  HISTORY     - 1987     GOOD             USPSQD
 AW0170  HISTORY     - 1989     GOOD             USPSQD
 AW0170  HISTORY     - 1989     GOOD             USPSQD
 AW0170  HISTORY     - 1989     GOOD             USPSQD
 AW0170  HISTORY     - 1989     GOOD             USPSQD
 AW0170  HISTORY     - 1989     GOOD             USPSQD
 AW0170  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AW0170
 AW0170                          STATION DESCRIPTION
 AW0170
 AW0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0170'IN PEARLAND.
 AW0170'AT PEARLAND, AT THE PEARLAND AIRPORT, AT THE SOUTHWEST CORNER OF METAL
 AW0170'BUILDING AT 2717 MAIN STREET (HIGHWAY 35), 49 FEET EAST OF THE CENTER
 AW0170'LINE OF MAIN STREET, 185 FEET NORTH OF BENCH MARK T 457, 95.5
 AW0170'NORTHWEST OF THE STATION MARK, 16 FEET NORTH OF THE CENTER LINE OF A
 AW0170'SHELL ROAD, 6.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AW0170'BUILDING, 2.3 FEET EAST OF A TELEPHONE POLE, SET IN THE TOP OF A
 AW0170'CONCRETE POST, 0.4 FOOT BELOW THE LEVEL OF THE GROUND, AND ABOUT 1
 AW0170'FOOT LOWER THAN THE MAIN STREET.
 AW0170
 AW0170                          STATION RECOVERY (1978)
 AW0170
 AW0170'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0170'RECOVERED IN GOOD CONDITION.
 AW0170
 AW0170                          STATION RECOVERY (1978)
 AW0170
 AW0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0170'RECOVERED IN GOOD CONDITION.
 AW0170
 AW0170                          STATION RECOVERY (1978)
 AW0170
 AW0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0170'RECOVERED IN GOOD CONDITION.
 AW0170
 AW0170                          STATION RECOVERY (1986)
 AW0170
 AW0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0170'RECOVERED IN GOOD CONDITION.
 AW0170
 AW0170                          STATION RECOVERY (1987)
 AW0170
 AW0170'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0170'RECOVERED IN GOOD CONDITION.
 AW0170
 AW0170                          STATION RECOVERY (1989)
 AW0170
 AW0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0170'RECOVERED IN GOOD CONDITION.
 AW0170
 AW0170                          STATION RECOVERY (1989)
 AW0170
 AW0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0170'RECOVERED IN GOOD CONDITION.
 AW0170
 AW0170                          STATION RECOVERY (1989)
 AW0170
 AW0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0170'RECOVERED IN GOOD CONDITION.
 AW0170
 AW0170                          STATION RECOVERY (1989)
 AW0170
 AW0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0170'RECOVERED IN GOOD CONDITION.
 AW0170
 AW0170                          STATION RECOVERY (1989)
 AW0170
 AW0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0170'RECOVERED IN GOOD CONDITION.
 AW0170
 AW0170                          STATION RECOVERY (2001)
 AW0170
 AW0170'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0166 ***********************************************************************
 AW0166  DESIGNATION -  PEARLAND RM 3
 AW0166  PID         -  AW0166
 AW0166  STATE/COUNTY-  TX/BRAZORIA
 AW0166  USGS QUAD   -  PEARLAND (1995)
 AW0166
 AW0166                         *CURRENT SURVEY CONTROL
 AW0166  ___________________________________________________________________
 AW0166* NAD 83(1993)-  29 33 25.87931(N)    095 17 04.02679(W)     ADJUSTED  
 AW0166* NAVD 88     -        14.15   (+/-2cm)      46.4    (feet)  VERTCON   
 AW0166  ___________________________________________________________________
 AW0166  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW0166  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW0166
 AW0166  HORZ ORDER  -  FIRST
 AW0166  VERT ORDER  -  THIRD (See Below)
 AW0166
 AW0166.The horizontal coordinates were established by classical geodetic methods
 AW0166.and adjusted by the National Geodetic Survey in February 1996..
 AW0166
 AW0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0166.The vertical order pertains to the NGVD 29 superseded value.
 AW0166
 AW0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0166
 AW0166.The geoid height was determined by GEOID03.
 AW0166
 AW0166;                    North         East     Units Scale Factor Converg.
 AW0166;SPC TXSC     - 4,196,767.758   959,973.189   MT  0.99987074   +1 49 13.1
 AW0166;SPC TXSC     -13,768,895.55  3,149,512.04   sFT  0.99987074   +1 49 13.1
 AW0166;UTM  15      - 3,271,897.248   278,667.987   MT  1.00020449   -1 07 38.5
 AW0166
 AW0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0166!SPC TXSC     -   1.00000203  x   0.99987074  =   0.99987277
 AW0166!UTM  15      -   1.00000203  x   1.00020449  =   1.00020652
 AW0166
 AW0166|---------------------------------------------------------------------|
 AW0166| PID    Reference Object                     Distance      Geod. Az  |
 AW0166|                                                           dddmmss.s |
 AW0166| AW0169 PEARLAND                             74.523 METERS 02603     |
 AW0166| CV6650 PEARLAND RM 3 AZ MK                                1424320.8 |
 AW0166|---------------------------------------------------------------------|
 AW0166
 AW0166                          SUPERSEDED SURVEY CONTROL
 AW0166
 AW0166  NAD 83(1986)-  29 33 25.89336(N)    095 17 04.00565(W) AD(       ) 1
 AW0166  NAD 27      -  29 33 25.05188(N)    095 17 03.23239(W) AD(       ) 1
 AW0166  NGVD 29 (07/19/86)   14.15   (m)           46.4    (f) LEVELING    3  
 AW0166
 AW0166.Superseded values are not recommended for survey control.
 AW0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0166.See file dsdata.txt to determine how the superseded data were derived.
 AW0166
 AW0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7866871897(NAD 83)
 AW0166_MARKER: DR = REFERENCE MARK DISK
 AW0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0166_STAMPING: PEARLAND NO 3 1952 1968
 AW0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0166+STABILITY: SURFACE MOTION
 AW0166
 AW0166  HISTORY     - Date     Condition        Report By
 AW0166  HISTORY     - 1968     MONUMENTED       CGS
 AW0166  HISTORY     - 1973     GOOD             NGS
 AW0166  HISTORY     - 1978     GOOD             NGS
 AW0166  HISTORY     - 1978     GOOD             NGS
 AW0166  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0166  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0166  HISTORY     - 20010728 GOOD             USPSQD
 AW0166
 AW0166                          STATION DESCRIPTION
 AW0166
 AW0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0166'PEARLAND 1952 IS A TRAVERSE DISTANE.
 AW0166'
 AW0166'THE STATION IS LOCATED ON THE PROPERTY OF MR. KOZA, 0.5 MILE SOUTH
 AW0166'OF THE CENTER OF PEARLAND AND JUST WEST OF THE PEARLAND AIRPORT.
 AW0166'
 AW0166'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF STATE
 AW0166'HIGHWAY 35 AND FARM ROAD 518 (BROADWAY AND MAIN STREETS) IN
 AW0166'PEARLAND, GO SOUTH ON STATE HIGHWAY 35 (MAIN STREET) FOR 0.45 MILE
 AW0166'TO THE STATION ON THE RIGHT WHICH IS JUST PAST THE HERON
 AW0166'CAMPERS AND COACH MANUFACTURERS ON THE LEFT.
 AW0166'
 AW0166'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED PEARLAND
 AW0166'1952 NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW0166'MONUMENT WHICH IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 90
 AW0166'FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 35, 86.1 FEET
 AW0166'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE WOODEN BUILDING,
 AW0166'83.4 FEET SOUTHEAST OF THE SOUTH FACE OF THE BUILDING AND
 AW0166'39.5 FEET SOUTHWEST OF A POWER LINE POLE.
 AW0166'
 AW0166'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PEARLAND 1952 RM 3 1968
 AW0166'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW0166'FLUSH WITH THE SURFACE.  IT IS 48 FEET NORTHEAST OF THE CENTER OF
 AW0166'STATE HIGHWAY 35, 28 FEET NORTH-NORTHWEST OF A SHELL DRIVEWAY, 5.8
 AW0166'FEET SOUTH OF THE SOUTHWEST CORNER OF A METAL BUILDING, 1.5 FEET
 AW0166'SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT NORTH-NORTHWEST OF
 AW0166'POWER LINE POLE NUMBER 42 WHICH HAS TWO TRANSFORMERS.
 AW0166'
 AW0166'PEARLAND 1952 IS A STANDARD DISK STAMPED PEARLAND 1952, SET IN THE
 AW0166'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 4 INCHES BELOW
 AW0166'THE SHELL DRIVEWAY SURFACE.  IT IS 114 FEET NORTH-NORTHWEST OF THE
 AW0166'NORTH FACE OF A RED HANGAR, WITH LETTERING PEARLAND ON THE ROOF,
 AW0166'113 FEET EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 35 AND 76
 AW0166'FEET SOUTH-SOUTHEAST OF THE SOUTH FACE OF A METAL BUILDING.
 AW0166'
 AW0166'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST ON
 AW0166'STATE HIGHWAY 35 FOR 0.25 MILE AND THE AZIMUTH MARK ON THE LEFT.
 AW0166'
 AW0166'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
 AW0166
 AW0166                          STATION RECOVERY (1973)
 AW0166
 AW0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0166'IN PEARLAND.
 AW0166'AT PEARLAND, AT THE WEST SIDE OF MAIN STREET (HIGHWAY 35) AT THE
 AW0166'PEARLAND AIRPORT, 91.5 FEET WEST OF THE CENTER LINE OF THE STREET,
 AW0166'86.1 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN
 AW0166'BUILDING, 83.4 FEET SOUTH OF THE SOUTH FACE OF THE BUILDING, 39.3 FEET
 AW0166'WEST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST 1.5 FEET
 AW0166'UNDERGROUND, AND ABOUT 2 FEET LOWER THAN THE STREET.
 AW0166
 AW0166                          STATION RECOVERY (1978)
 AW0166
 AW0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0166'RECOVERED IN GOOD CONDITION.
 AW0166
 AW0166                          STATION RECOVERY (1978)
 AW0166
 AW0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0166'RECOVERED IN GOOD CONDITION.
 AW0166
 AW0166                          STATION RECOVERY (1986)
 AW0166
 AW0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0166'MARK NOT FOUND.
 AW0166
 AW0166                          STATION RECOVERY (1989)
 AW0166
 AW0166'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0166'MARK NOT FOUND.
 AW0166
 AW0166                          STATION RECOVERY (2001)
 AW0166
 AW0166'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0178 ***********************************************************************
 AO0178  DESIGNATION -  PEARSALL MAG RM 1
 AO0178  PID         -  AO0178
 AO0178  STATE/COUNTY-  TX/FRIO
 AO0178  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0178
 AO0178                         *CURRENT SURVEY CONTROL
 AO0178  ___________________________________________________________________
 AO0178* NAD 83(1986)-  28 53 27.     (N)    099 05 25.     (W)     SCALED    
 AO0178* NAVD 88     -       195.263  (meters)     640.63   (feet)  ADJUSTED  
 AO0178  ___________________________________________________________________
 AO0178  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AO0178  DYNAMIC HT  -         194.978 (meters)     639.69  (feet)  COMP
 AO0178  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AO0178
 AO0178  VERT ORDER  -  FIRST     CLASS II
 AO0178
 AO0178.The horizontal coordinates were scaled from a topographic map and have
 AO0178.an estimated accuracy of +/- 6 seconds.
 AO0178
 AO0178.The orthometric height was determined by differential leveling
 AO0178.and adjusted by the National Geodetic Survey in June 1991..
 AO0178
 AO0178.The geoid height was determined by GEOID03.
 AO0178
 AO0178.The dynamic height is computed by dividing the NAVD 88
 AO0178.geopotential number by the normal gravity value computed on the
 AO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0178.degrees latitude (g = 980.6199 gals.).
 AO0178
 AO0178.The modeled gravity was interpolated from observed gravity values.
 AO0178
 AO0178;                    North         East    Units  Estimated Accuracy
 AO0178;SPC TXSC     - 4,117,200.      591,200.      MT  (+/- 180 meters Scaled)
 AO0178
 AO0178                          SUPERSEDED SURVEY CONTROL
 AO0178
 AO0178  NGVD 29 (??/??/92)  195.139  (m)          640.22   (f) ADJ UNCH    1 2
 AO0178
 AO0178.Superseded values are not recommended for survey control.
 AO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0178.See file dsdata.txt to determine how the superseded data were derived.
 AO0178
 AO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS911958(NAD 83)
 AO0178_MARKER: DB = BENCH MARK DISK
 AO0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0178_STAMPING: PEARSALL NO 1 MAG 1935
 AO0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0178+STABILITY: SURFACE MOTION
 AO0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0178+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 AO0178
 AO0178  HISTORY     - Date     Condition        Report By
 AO0178  HISTORY     - 1935     MONUMENTED       CGS
 AO0178  HISTORY     - 1956     GOOD             NGS
 AO0178  HISTORY     - 1987     GOOD             USPSQD
 AO0178  HISTORY     - 19960806 GOOD             USPSQD
 AO0178  HISTORY     - 19980204 GOOD             USPSQD
 AO0178  HISTORY     - 20030523 GOOD             USPSQD
 AO0178
 AO0178                          STATION DESCRIPTION
 AO0178
 AO0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0178'0.45 MI E FROM PEARSALL.
 AO0178'0.45 MILE EAST ALONG 30TH STREET FROM THE INTERNATIONAL AND GREAT
 AO0178'NORTHERN RAILROAD STATION AT PEARSALL, 2 BLOCKS NORTH AND 1/2 BLOCK
 AO0178'WEST OF THE CITY WATER TOWER, 138 FEET EAST OF THE CENTER LINE OF 26TH
 AO0178'AVENUE, 34 FEET SOUTH OF THE CENTER LINE OF 29TH STREET, 14.8 FEET
 AO0178'EAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AO0178'WITH THE GROUND.
 AO0178
 AO0178                          STATION RECOVERY (1987)
 AO0178
 AO0178'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AO0178'RECOVERED IN GOOD CONDITION.
 AO0178
 AO0178                          STATION RECOVERY (1996)
 AO0178
 AO0178'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0178'RECOVERED IN GOOD CONDITION.
 AO0178
 AO0178                          STATION RECOVERY (1998)
 AO0178
 AO0178'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0178'RECOVERED IN GOOD CONDITION.
 AO0178
 AO0178                          STATION RECOVERY (2003)
 AO0178
 AO0178'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0177 ***********************************************************************
 AO0177  DESIGNATION -  PEARSALL MAG RM 2
 AO0177  PID         -  AO0177
 AO0177  STATE/COUNTY-  TX/FRIO
 AO0177  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0177
 AO0177                         *CURRENT SURVEY CONTROL
 AO0177  ___________________________________________________________________
 AO0177* NAD 83(1986)-  28 53 27.     (N)    099 05 26.     (W)     SCALED    
 AO0177* NAVD 88     -       196.056  (meters)     643.23   (feet)  ADJUSTED  
 AO0177  ___________________________________________________________________
 AO0177  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AO0177  DYNAMIC HT  -         195.770 (meters)     642.29  (feet)  COMP
 AO0177  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AO0177
 AO0177  VERT ORDER  -  FIRST     CLASS II
 AO0177
 AO0177.The horizontal coordinates were scaled from a topographic map and have
 AO0177.an estimated accuracy of +/- 6 seconds.
 AO0177
 AO0177.The orthometric height was determined by differential leveling
 AO0177.and adjusted by the National Geodetic Survey in June 1991..
 AO0177
 AO0177.The geoid height was determined by GEOID03.
 AO0177
 AO0177.The dynamic height is computed by dividing the NAVD 88
 AO0177.geopotential number by the normal gravity value computed on the
 AO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0177.degrees latitude (g = 980.6199 gals.).
 AO0177
 AO0177.The modeled gravity was interpolated from observed gravity values.
 AO0177
 AO0177;                    North         East    Units  Estimated Accuracy
 AO0177;SPC TXSC     - 4,117,200.      591,170.      MT  (+/- 180 meters Scaled)
 AO0177
 AO0177                          SUPERSEDED SURVEY CONTROL
 AO0177
 AO0177  NGVD 29 (??/??/92)  195.932  (m)          642.82   (f) ADJ UNCH    1 2
 AO0177
 AO0177.Superseded values are not recommended for survey control.
 AO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0177.See file dsdata.txt to determine how the superseded data were derived.
 AO0177
 AO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS911958(NAD 83)
 AO0177_MARKER: DB = BENCH MARK DISK
 AO0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0177_STAMPING: PEARSALL NO 2 MAG 1935
 AO0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0177+STABILITY: SURFACE MOTION
 AO0177
 AO0177  HISTORY     - Date     Condition        Report By
 AO0177  HISTORY     - 1935     MONUMENTED       CGS
 AO0177  HISTORY     - 1956     GOOD             NGS
 AO0177  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AO0177  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AO0177  HISTORY     - 20030523 MARK NOT FOUND   USPSQD
 AO0177
 AO0177                          STATION DESCRIPTION
 AO0177
 AO0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0177'0.45 MI E FROM PEARSALL.
 AO0177'0.45 MILE EAST ALONG 30TH STREET FROM THE INTERNATIONAL AND GREAT
 AO0177'NORTHERN RAILROAD STATION AT PEARSALL, 1 1/2 BLOCKS NORTH OF THE CITY
 AO0177'WATER TOWER, 171 FEET NORTH OF THE CENTER LINE OF 30TH STREET, 41 FEET
 AO0177'WEST OF THE CENTER LINE OF 26TH AVENUE, 55 FEET NORTHEAST OF THE
 AO0177'NORTHEAST CORNER OF THE PEARSALL SCHOOL BUS GARAGE, SET IN THE TOP OF
 AO0177'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AO0177
 AO0177                          STATION RECOVERY (1996)
 AO0177
 AO0177'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0177'MARK NOT FOUND.
 AO0177
 AO0177                          STATION RECOVERY (1998)
 AO0177
 AO0177'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0177'MARK NOT FOUND.
 AO0177
 AO0177                          STATION RECOVERY (2003)
 AO0177
 AO0177'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0652 ***********************************************************************
 AO0652  DESIGNATION -  PEARSALL MAG STATION
 AO0652  PID         -  AO0652
 AO0652  STATE/COUNTY-  TX/FRIO
 AO0652  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0652
 AO0652                         *CURRENT SURVEY CONTROL
 AO0652  ___________________________________________________________________
 AO0652* NAD 83(1993)-  28 53 30.63985(N)    099 05 25.60652(W)     ADJUSTED  
 AO0652* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 AO0652  ___________________________________________________________________
 AO0652  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AO0652  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AO0652
 AO0652  HORZ ORDER  -  FIRST
 AO0652
 AO0652.The horizontal coordinates were established by classical geodetic methods
 AO0652.and adjusted by the National Geodetic Survey in February 1996..
 AO0652
 AO0652.The orthometric height was scaled from a topographic map.
 AO0652
 AO0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0652
 AO0652.The geoid height was determined by GEOID03.
 AO0652
 AO0652;                    North         East     Units Scale Factor Converg.
 AO0652;SPC TXSC     - 4,117,315.611   591,178.803   MT  0.99989293   -0 02 39.5
 AO0652;SPC TXSC     -13,508,226.30  1,939,559.12   sFT  0.99989293   -0 02 39.5
 AO0652;UTM  14      - 3,196,006.362   491,181.384   MT  0.99960096   -0 02 37.3
 AO0652
 AO0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0652!SPC TXSC     -   0.99997286  x   0.99989293  =   0.99986579
 AO0652!UTM  14      -   0.99997286  x   0.99960096  =   0.99957383
 AO0652
 AO0652:                Primary Azimuth Mark                     Grid Az
 AO0652:SPC TXSC     -  BERRY                                    042 39 56.1
 AO0652:UTM  14      -  BERRY                                    042 39 53.9
 AO0652
 AO0652|---------------------------------------------------------------------|
 AO0652| PID    Reference Object                     Distance      Geod. Az  |
 AO0652|                                                           dddmmss.s |
 AO0652| AO0648 BERRY                               APPROX. 8.2 KM 0423716.6 |
 AO0652| AO0178 PEARSALL MAG RM 1                    25.694 METERS 07349     |
 AO0652| CV5080 PEARSALL MAG AZ MK                                 0975259.6 |
 AO0652| AO0177 PEARSALL MAG RM 2                    83.089 METERS 12925     |
 AO0652| AO0651 PEARSALL MUNICIPAL TANK             285.312 METERS 17140     |
 AO0652| AO0655 MELON BAPTIST CHURCH SPIRE          APPROX. 5.8 KM 2022842.9 |
 AO0652| AO0650 PEARSALL METHODIST CH SPIRE         415.693 METERS 2150247.5 |
 AO0652| AO0649 PEARSALL FRIO CO CTHSE SPIRE        477.115 METERS 2175704.1 |
 AO0652|---------------------------------------------------------------------|
 AO0652
 AO0652                          SUPERSEDED SURVEY CONTROL
 AO0652
 AO0652  NAD 83(1986)-  28 53 30.64071(N)    099 05 25.58694(W) AD(       ) 1
 AO0652  NAD 27      -  28 53 29.74800(N)    099 05 24.46900(W) AD(       ) 1
 AO0652
 AO0652.Superseded values are not recommended for survey control.
 AO0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0652.See file dsdata.txt to determine how the superseded data were derived.
 AO0652
 AO0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9118196006(NAD 83)
 AO0652_MARKER: DD = SURVEY DISK
 AO0652_SETTING: 0 = UNSPECIFIED SETTING
 AO0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0652+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 AO0652
 AO0652  HISTORY     - Date     Condition        Report By
 AO0652  HISTORY     - 1935     MONUMENTED       USGS
 AO0652  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 AO0652  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AO0652  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AO0652  HISTORY     - 19960927 GOOD             USPSQD
 AO0652  HISTORY     - 20030524 GOOD             USPSQD
 AO0652
 AO0652                          STATION DESCRIPTION
 AO0652
 AO0652'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 AO0652'THIS IS AN OLD MAGNETIC STATION AND IS LOCATED IN THE TOWN
 AO0652'OF PEARSALL IN THE NW PART OF THE OLD GRAMMAR SCHOOL LOT
 AO0652'(NOW ATHLETIC FIELD), 4 BLOCKS N OF THE COURT HOUSE, 1 BLOCK
 AO0652'W AND 2 BLOCKS N OF THE WATER TANK AND 1 BLOCK N AND 3-1/2
 AO0652'BLOCKS E OF THE POST OFFICE.
 AO0652'
 AO0652'STATION WHICH IS A STANDARD DISK SET IN CONCRETE, WAS FOUND
 AO0652'IN GOOD CONDITION AND PROJECTS ABOUT 2 INCHES ABOVE THE
 AO0652'SURFACE SO AS TO BE READILY VISIBLE FROM ANYWHERE IN THE NW
 AO0652'PART OF THE LOT.
 AO0652'
 AO0652'TWO REFERENCE (NEW) AND AN AZIMUTH MARK, STANDARD BRONZE DISKS
 AO0652'SET IN CONCRETE, WERE ESTABLISHED.
 AO0652'
 AO0652'REFERENCE MARK NO. 1 IS ENE OF STATION.
 AO0652'
 AO0652'REFERENCE MARK NO. 2 IS ESE OF STATION.
 AO0652'
 AO0652'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE E OF STATION, 20
 AO0652'FEET W OF CENTER LINE OF N AND S STREET.
 AO0652
 AO0652                          STATION RECOVERY (1937)
 AO0652
 AO0652'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0652'REFERENCE MARKS RECOVERED IN GOOD CONDITION AND AS
 AO0652'DESCRIBED.  STATION POSITION WAS LOCATED AS BEING NEAR CENTER
 AO0652'OF MOUND OF DIRT.  IT IS BELIEVED SCHOOL AUTHORITIES HAVE
 AO0652'COVERED STATION TO PREVENT INJURY TO STUDENTS WHO USE THIS
 AO0652'SCHOOL PLAYGROUND.  DIRECTIONS FOR REACHING STATION ARE GOOD.
 AO0652
 AO0652                          STATION RECOVERY (1952)
 AO0652
 AO0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AO0652'STATION WAS RECOVERED WITH ITS TOP BROKEN OFF ABOUT FLUSH
 AO0652'WITH THE GROUND IN THE NW CORNER OF THE OLD SCHOOLYARD.  IT IS
 AO0652'65.0 FT. E OF THE CENTERLINE OF TWENTY-SIXTH AVENUE, AND 75
 AO0652'FT. S OF THE CENTERLINE OF TWENTY-NINTH STREET.
 AO0652'
 AO0652'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  IT IS 15.2
 AO0652'FT. E OF A POWERLINE POLE, AND 31.8 FT. S OF THE CENTERLINE
 AO0652'OF TWENTY-NINTH STREET.
 AO0652'
 AO0652'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION PROJECTING
 AO0652'ABOUT 2 IN.  IT IS 42.6 FT. W OF THE CENTERLINE OF TWENTY-FIFTH
 AO0652'AVENUE, AND 55.0 FT. N-NE OF THE NE CORNER OF THE GARAGE.
 AO0652'
 AO0652'AZIMUTH MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED AND IN
 AO0652'GOOD CONDITION.
 AO0652
 AO0652                          STATION RECOVERY (1963)
 AO0652
 AO0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AO0652'THE STATION MARK WAS FOUND TO BE DESTROYED.  PIECES OF THE
 AO0652'CONCRETE POST WITH THE DISK IMPRINT WERE FOUND IN A HOLE THAT
 AO0652'APPEARED TO BE WHERE THE STATION HAD BEEN.  NO SIGN OF AN
 AO0652'UNDERGROUND MARK WAS FOUND.  REFERENCE MARKS NO. 1, NO. 2
 AO0652'AND THE AZIMUTH MARK WERE RECOVERED.  REFERENCE MARK NO. 1
 AO0652'HAD BEEN HIT BY MACHINERY BUT APPEARED TO BE IN ITS ORIGINAL
 AO0652'POSITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 AO0652'FOUND TO BE IN GOOD CONDITION.  LINE OF SIGHT FROM STATION
 AO0652'TO AZIMUTH MARK IS OBSTRUCTED.
 AO0652'
 AO0652'TO REACH THE STATION FROM THE POST OFFICE IN PEARSALL, GO EAST
 AO0652'ON COLORADO STREET FOR 0.4 MILE TO MESQUITE STREET.  TURN
 AO0652'LEFT AND FOLLOW MESQUITE STREET FOR 0.3 MILE TO SCHOOL HOUSE
 AO0652'AND STATION IN THE NORTHWEST PART OF THE SCHOOL PLAY GROUNDS.
 AO0652
 AO0652                          STATION RECOVERY (1996)
 AO0652
 AO0652'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0652'RECOVERED IN GOOD CONDITION.
 AO0652
 AO0652                          STATION RECOVERY (2003)
 AO0652
 AO0652'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0651 ***********************************************************************
 AO0651  DESIGNATION -  PEARSALL MUNICIPAL TANK
 AO0651  PID         -  AO0651
 AO0651  STATE/COUNTY-  TX/FRIO
 AO0651  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0651
 AO0651                         *CURRENT SURVEY CONTROL
 AO0651  ___________________________________________________________________
 AO0651* NAD 83(1993)-  28 53 21.47034(N)    099 05 24.08151(W)     ADJUSTED  
 AO0651* NAVD 88     -       197.4    (meters)     648.     (feet)  VERTCON   
 AO0651  ___________________________________________________________________
 AO0651  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 AO0651  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AO0651
 AO0651  HORZ ORDER  -  THIRD
 AO0651
 AO0651.The horizontal coordinates were established by classical geodetic methods
 AO0651.and adjusted by the National Geodetic Survey in July 1998..
 AO0651
 AO0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0651
 AO0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0651
 AO0651.The geoid height was determined by GEOID03.
 AO0651
 AO0651;                    North         East     Units Scale Factor Converg.
 AO0651;SPC TXSC     - 4,117,033.306   591,219.900   MT  0.99989328   -0 02 38.8
 AO0651;SPC TXSC     -13,507,300.10  1,939,693.96   sFT  0.99989328   -0 02 38.8
 AO0651;UTM  14      - 3,195,724.140   491,222.473   MT  0.99960095   -0 02 36.6
 AO0651
 AO0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0651!SPC TXSC     -   0.99997281  x   0.99989328  =   0.99986610
 AO0651!UTM  14      -   0.99997281  x   0.99960095  =   0.99957377
 AO0651
 AO0651                          SUPERSEDED SURVEY CONTROL
 AO0651
 AO0651  NAD 83(1993)-  28 53 21.47034(N)    099 05 24.08151(W) AD(       ) 4
 AO0651  NAD 83(1986)-  28 53 21.47120(N)    099 05 24.06182(W) AD(       ) 4
 AO0651  NAD 27      -  28 53 20.57600(N)    099 05 22.94400(W) AD(       ) 3
 AO0651  NGVD 29 (07/28/98)  197.3    (m)          647.     (f) VERT ANG       
 AO0651
 AO0651.Superseded values are not recommended for survey control.
 AO0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0651.See file dsdata.txt to determine how the superseded data were derived.
 AO0651
 AO0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9122295724(NAD 83)
 AO0651_MARKER: 51 = TANK
 AO0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0651+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 AO0651
 AO0651  HISTORY     - Date     Condition        Report By
 AO0651  HISTORY     - 1935     FIRST OBSERVED   CGS
 AO0651  HISTORY     - 19860422 GOOD             USAF
 AO0651  HISTORY     - 19960927 GOOD             USPSQD
 AO0651  HISTORY     - 20030524 GOOD             USPSQD
 AO0651
 AO0651                          STATION DESCRIPTION
 AO0651
 AO0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0651'OBJECT OBSERVED WAS FINIAL OF WATER TANK IN PEARSALL.  IT IS
 AO0651'4-1/2 BLOCKS E OF MAIN STREET AND IS SOURCE OF MUNICIPAL WATER
 AO0651'SUPPLY.  HEIGHT 125 FEET.
 AO0651'
 AO0651'INTERSECTION STATION WAS OBSERVED UPON FROM STATIONS FRIO,
 AO0651'PEARSALL MAGNETIC STATION (U.S.G.S.), MABRY, HALFF AND BERRY.
 AO0651
 AO0651                          STATION RECOVERY (1986)
 AO0651
 AO0651'RECOVERY NOTE BY US AIR FORCE 1986 (UNK)
 AO0651'RECOVERED IN GOOD CONDITION.
 AO0651
 AO0651                          STATION RECOVERY (1996)
 AO0651
 AO0651'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0651'RECOVERED IN GOOD CONDITION.
 AO0651
 AO0651                          STATION RECOVERY (2003)
 AO0651
 AO0651'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0653 ***********************************************************************
 AO0653  DESIGNATION -  PEARSALL N TANK
 AO0653  PID         -  AO0653
 AO0653  STATE/COUNTY-  TX/FRIO
 AO0653  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0653
 AO0653                         *CURRENT SURVEY CONTROL
 AO0653  ___________________________________________________________________
 AO0653* NAD 83(1993)-  28 55 46.23466(N)    099 05 34.33347(W)     ADJUSTED  
 AO0653* NAVD 88     -                                                        
 AO0653  ___________________________________________________________________
 AO0653  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AO0653  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AO0653
 AO0653  HORZ ORDER  -  THIRD
 AO0653
 AO0653.The horizontal coordinates were established by classical geodetic methods
 AO0653.and adjusted by the National Geodetic Survey in February 1996..
 AO0653
 AO0653
 AO0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0653
 AO0653.The geoid height was determined by GEOID03.
 AO0653
 AO0653;                    North         East     Units Scale Factor Converg.
 AO0653;SPC TXSC     - 4,121,489.936   590,945.690   MT  0.99988810   -0 02 43.8
 AO0653;SPC TXSC     -13,521,921.57  1,938,794.32   sFT  0.99988810   -0 02 43.8
 AO0653;UTM  14      - 3,200,179.477   490,948.296   MT  0.99960101   -0 02 41.7
 AO0653
 AO0653                          SUPERSEDED SURVEY CONTROL
 AO0653
 AO0653  NAD 83(1986)-  28 55 46.23535(N)    099 05 34.31479(W) AD(       ) 4
 AO0653  NAD 27      -  28 55 45.34791(N)    099 05 33.18555(W) AD(       ) 3
 AO0653
 AO0653.Superseded values are not recommended for survey control.
 AO0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0653.See file dsdata.txt to determine how the superseded data were derived.
 AO0653
 AO0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9094800179(NAD 83)
 AO0653_MARKER: 53 = ELEVATED TANK
 AO0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0653+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 AO0653
 AO0653  HISTORY     - Date     Condition        Report By
 AO0653  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0653  HISTORY     - 19950323 MARK NOT FOUND   USPSQD
 AO0653  HISTORY     - 19960927 GOOD             USPSQD
 AO0653  HISTORY     - 20030524 GOOD             USPSQD
 AO0653
 AO0653                          STATION DESCRIPTION
 AO0653
 AO0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0653'THE STATION, PEARSALL MEDINA ELECTRIC COOPERATIVE WATER TANK IS THE
 AO0653'LIGHT ATOP A PEDESTAL-SPHERE ELEVATED STEEL WATER TANK PAINTED
 AO0653'CREAM.  IT HAS TWO ANTENNAS MOUNTED ON THE TOP AND HAS AN OVERALL
 AO0653'HEIGHT OF 140 FEET.  THE TANK IS OWNED BY THE MEDINA ELECTRIC
 AO0653'COOPERATIVE OF PEARSALL.
 AO0653'
 AO0653'THE STATION IS ABOUT 2 MILES NORTH OF PEARSALL AND 1/2 MILE WEST OF
 AO0653'U.S. HIGHWAY 81.
 AO0653'
 AO0653'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND FARM
 AO0653'ROAD 140 IN PEARSALL, GO NORTHERLY FOR U.S. HIGHWAY 81 FOR 2.2 MILES
 AO0653'TO A SIDE ROAD LEFT AND THE ENTRANCE TO THE MEDINA ELECTRIC PLANT.
 AO0653'TURN LEFT AND FOLLOW THE ROAD WEST FOR 0.5 MILE TO THE ELECTRIC
 AO0653'PLANT AND STATION.
 AO0653
 AO0653                          STATION RECOVERY (1995)
 AO0653
 AO0653'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0653'MARK NOT FOUND.
 AO0653
 AO0653                          STATION RECOVERY (1996)
 AO0653
 AO0653'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0653'RECOVERED IN GOOD CONDITION.
 AO0653
 AO0653                          STATION RECOVERY (2003)
 AO0653
 AO0653'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0656 ***********************************************************************
 AO0656  DESIGNATION -  PEARSALL TV RELAY MAST
 AO0656  PID         -  AO0656
 AO0656  STATE/COUNTY-  TX/FRIO
 AO0656  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0656
 AO0656                         *CURRENT SURVEY CONTROL
 AO0656  ___________________________________________________________________
 AO0656* NAD 83(1993)-  28 48 40.16710(N)    099 02 20.12630(W)     ADJUSTED  
 AO0656* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 AO0656  ___________________________________________________________________
 AO0656  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AO0656  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AO0656
 AO0656  HORZ ORDER  -  THIRD
 AO0656
 AO0656.The horizontal coordinates were established by classical geodetic methods
 AO0656.and adjusted by the National Geodetic Survey in July 1998..
 AO0656
 AO0656.The orthometric height was scaled from a topographic map.
 AO0656
 AO0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0656
 AO0656.The geoid height was determined by GEOID03.
 AO0656
 AO0656;                    North         East     Units Scale Factor Converg.
 AO0656;SPC TXSC     - 4,108,370.944   596,200.780   MT  0.99990472   -0 01 08.6
 AO0656;SPC TXSC     -13,478,880.34  1,956,035.39   sFT  0.99990472   -0 01 08.6
 AO0656;UTM  14      - 3,187,064.404   496,201.937   MT  0.99960018   -0 01 07.5
 AO0656
 AO0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0656!SPC TXSC     -   0.99997164  x   0.99990472  =   0.99987637
 AO0656!UTM  14      -   0.99997164  x   0.99960018  =   0.99957183
 AO0656
 AO0656                          SUPERSEDED SURVEY CONTROL
 AO0656
 AO0656  NAD 83(1993)-  28 48 40.16710(N)    099 02 20.12630(W) AD(       ) 4
 AO0656  NAD 83(1986)-  28 48 40.16787(N)    099 02 20.10604(W) AD(       ) 4
 AO0656  NAD 27      -  28 48 39.27192(N)    099 02 18.98936(W) AD(       ) 3
 AO0656
 AO0656.Superseded values are not recommended for survey control.
 AO0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0656.See file dsdata.txt to determine how the superseded data were derived.
 AO0656
 AO0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9620287064(NAD 83)
 AO0656_MARKER: 42 = RADIO/TV MAST
 AO0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0656+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 AO0656
 AO0656  HISTORY     - Date     Condition        Report By
 AO0656  HISTORY     - 1964     FIRST OBSERVED   USGS
 AO0656  HISTORY     - 1972     GOOD             NGS
 AO0656  HISTORY     - 19950724 MARK NOT FOUND   USPSQD
 AO0656  HISTORY     - 19960927 GOOD             USPSQD
 AO0656  HISTORY     - 20030815 GOOD             USPSQD
 AO0656
 AO0656                          STATION DESCRIPTION
 AO0656
 AO0656'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AO0656'STATION LOCATED 6.5 MI. SE. OF PEARSALL AND IS 332.5 FT. N. OF NGS
 AO0656'TRIANGULATION STATION --MABRY--.  IT IS A RED AND WHITE MAST ABOUT 200
 AO0656'FT. TALL AND NEAR THE TOP IS A SINGLE PLATE ANTENNA.  IT IS 4.0 FT. N.
 AO0656'OF A SMALL CONCRETE BUILDING, AND IN AN OPEN FIELD.
 AO0656'TO REACH FROM PEARSALL POST OFFICE, DRIVE S. ON U.S. HIGHWAY 81 1.5
 AO0656'MI. TO PAVED RD. LEFT, THENCE LEFT (SE.) ON PAVED RD. 5.5 MI. TO TWO
 AO0656'GATES ON RIGHT.  TURN RIGHT THROUGH W. GATE AND DRIVE 0.4 MI. TO
 AO0656'TOWER.  IF THE W. GATE IS LOCKED, DRIVE THROUGH E. GATE AS IF GOING TO
 AO0656'--MABRY-- AND PARK NEAR VACANT HOUSE AND WALK TO STATION.
 AO0656'STATION MARK--MICRO WAVE TOWER WAS INTERSECTED.
 AO0656
 AO0656                          STATION RECOVERY (1972)
 AO0656
 AO0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0656'THE STATION, PEARSALL RELAY MAST KHH 26, IS THE LIGHT ATOP A
 AO0656'TRIANGULAR STEEL, GUYED MAST, PAINTED RED AND WHITE, THAT HAS AN
 AO0656'OVERALL HEIGHT OF 235 FEET.  IT IS LOCATED ABOUT 6 MILES SOUTH AND
 AO0656'3 MILES EAST OF PEARSALL AND IS OWNED BY THE WESTERN
 AO0656'COMMUNICATIONS COMPANY, 820 CONVENT STREET, BOX 1378, LAREDO,
 AO0656'TEXAS 78040.  IT IS A RELAY STATION FOR TELEVISION STATION KGNS
 AO0656'OF LAREDO.
 AO0656'
 AO0656'TO REACH THE STATION FROM THE POST OFFICE IN PEARSALL, GO SOUTH ON
 AO0656'U.S. HIGHWAY FOR 1.5 MILES TO FARM ROAD 1582 ON THE LEFT.  TURN LEFT
 AO0656'AND GO SOUTHEAST ON ROAD 1582 FOR 5.5 MILES TO A PAVED SIDE ROAD
 AO0656'RIGHT.  CONTINUE SOUTHEAST ON ROAD 1582 FOR 0.6 MILE TO A TRACK
 AO0656'ROAD AND GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND
 AO0656'GO SOUTHWEST ON THE TRACK ROAD FOR 0.45 MILE TO AN OLD BARN.
 AO0656'TURN RIGHT AND GO NORTHWEST FOR 0.05 MILE TO THE STATION.
 AO0656'
 AO0656'NOTE--THE STATION IS ABOUT 300 FEET NORTH OF TRIANGULATION STATION
 AO0656'MABRY 1935 BUT COULD NOT BE MEASURED TO DUE TO HEAVY BRUSH AND A
 AO0656'BUILDING ON LINE.
 AO0656
 AO0656                          STATION RECOVERY (1995)
 AO0656
 AO0656'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0656'MARK NOT FOUND.
 AO0656
 AO0656                          STATION RECOVERY (1996)
 AO0656
 AO0656'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0656'RECOVERED IN GOOD CONDITION.
 AO0656
 AO0656                          STATION RECOVERY (2003)
 AO0656
 AO0656'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0729 ***********************************************************************
 EN0729  DESIGNATION -  PEASE
 EN0729  PID         -  EN0729
 EN0729  STATE/COUNTY-  TX/MOTLEY
 EN0729  USGS QUAD   -  TURTLE HOLE CAMP (1981)
 EN0729
 EN0729                         *CURRENT SURVEY CONTROL
 EN0729  ___________________________________________________________________
 EN0729* NAD 83(1993)-  34 08 31.91807(N)    100 42 16.30451(W)     ADJUSTED  
 EN0729* NAVD 88     -       719.     (meters)    2359.     (feet)  SCALED    
 EN0729  ___________________________________________________________________
 EN0729  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 EN0729  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EN0729
 EN0729  HORZ ORDER  -  SECOND
 EN0729
 EN0729.The horizontal coordinates were established by classical geodetic methods
 EN0729.and adjusted by the National Geodetic Survey in February 1996..
 EN0729
 EN0729.The orthometric height was scaled from a topographic map.
 EN0729
 EN0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0729
 EN0729.The geoid height was determined by GEOID03.
 EN0729
 EN0729;                    North         East     Units Scale Factor Converg.
 EN0729;SPC TXNC     - 2,276,664.140   396,679.061   MT  1.00005369   -1 12 08.4
 EN0729;SPC TXNC     - 7,469,355.60  1,301,437.89   sFT  1.00005369   -1 12 08.4
 EN0729;UTM  14      - 3,779,235.194   342,844.569   MT  0.99990445   -0 57 24.7
 EN0729
 EN0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0729!SPC TXNC     -   0.99989147  x   1.00005369  =   0.99994515
 EN0729!UTM  14      -   0.99989147  x   0.99990445  =   0.99979593
 EN0729
 EN0729|---------------------------------------------------------------------|
 EN0729| PID    Reference Object                     Distance      Geod. Az  |
 EN0729|                                                           dddmmss.s |
 EN0729| CX7931 PEASE RM 2                           10.689 METERS 17757     |
 EN0729| CX7929 PEASE AZ MK                                        2230232.2 |
 EN0729| CX7930 PEASE RM 1                           12.511 METERS 35828     |
 EN0729|---------------------------------------------------------------------|
 EN0729
 EN0729                          SUPERSEDED SURVEY CONTROL
 EN0729
 EN0729  NAD 83(1993)-  34 08 31.91971(N)    100 42 16.30319(W) AD(       ) 2
 EN0729  NAD 83(1986)-  34 08 31.92361(N)    100 42 16.29765(W) AD(       ) 2
 EN0729  NAD 27      -  34 08 31.66180(N)    100 42 14.83613(W) AD(       ) 2
 EN0729
 EN0729.Superseded values are not recommended for survey control.
 EN0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0729.See file dsdata.txt to determine how the superseded data were derived.
 EN0729
 EN0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC4284579235(NAD 83)
 EN0729_MARKER: DS = TRIANGULATION STATION DISK
 EN0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0729_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0729_STAMPING: PEASE 1965
 EN0729_MARK LOGO: CGS   
 EN0729_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0729+STABILITY: SURFACE MOTION
 EN0729
 EN0729  HISTORY     - Date     Condition        Report By
 EN0729  HISTORY     - 1965     MONUMENTED       CGS
 EN0729  HISTORY     - 20000404 GOOD             TXDOT
 EN0729
 EN0729                          STATION DESCRIPTION
 EN0729
 EN0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0729'THE STATION IS ABOUT 11-1/2 MILES SOUTHWEST OF NORTHFIELD, 11 MILES
 EN0729'NORTHEAST OF MATADOR AND 11 MILES EAST-NORTHEAST OF WHITEFLAT, ON
 EN0729'THE EAST RIGHT-OF-WAY OF FARM ROAD 94.
 EN0729'
 EN0729'TO REACH THE STATION FROM THE POST OFFICE IN MATADOR, GO NORTH ON
 EN0729'FARM ROAD 94 FOR 0.8 MILES TO A T-ROAD JUNCTION AND WHERE FARM ROAD
 EN0729'94 TURNS RIGHT.  TURN RIGHT AND GO EAST ON FARM ROAD FOR 8.65 MILES
 EN0729'TO A BRIDGE OVER PEASE RIVER.  PASS OVER AND CONTINUE EASTERLY ON
 EN0729'FARM ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EN0729'EASTERLY AND NORTHERLY ON THE FARM ROAD FOR 0.3 MILE TO THE STATION
 EN0729'ON THE RIGHT.
 EN0729'
 EN0729'STATION MARK IS A STANDARD DISK, STAMPED PEASE 1964, SET IN THE TOP
 EN0729'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2
 EN0729'INCHES.  IT IS 72 FEET EAST OF THE CENTERLINE OF FARM ROAD 94, 32
 EN0729'FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD AND 8.3 FEET
 EN0729'NORTH-NORTHWEST OF A WITNESS POST.
 EN0729'
 EN0729'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PEASE NO 1 1964, SET IN
 EN0729'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0729'PROJECTS 2 INCHES.  IT IS 71 FEET EAST OF THE CENTERLINE OF THE FARM
 EN0729'ROAD, 18 FEET NORTHWEST OF THE CENTER OF THE CATTLE GUARD AND ABOUT
 EN0729'THE SAME ELEVATION AS THE STATION.
 EN0729'
 EN0729'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PEASE NO 2 1964, SET
 EN0729'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0729'PROJECTS 2 INCHES.  IT IS 73 FEET EAST OF THE CENTERLINE OF THE
 EN0729'FARM ROAD, 1 FOOT WEST OF A WIRE FENCE AND ABOUT THE SAME ELEVATION
 EN0729'AS THE STATION.
 EN0729'
 EN0729'AZIMUTH MARK IS A STANDARD DISK, STAMPED PEASE 1964, SET IN THE TOP
 EN0729'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 EN0729'INCHES.  IT IS 53 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 EN0729'FARM ROAD, 2.5 FEET NORTH-NORTHWEST OF A WITNESS POST AND 1 FOOT
 EN0729'SOUTH-SOUTHEAST OF A WIRE FENCE.
 EN0729
 EN0729                          STATION RECOVERY (2000)
 EN0729
 EN0729'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 EN0729'PEASE 1965 AND PEASE NO 1 RECOVERED IN GOOD CONDITION.  DATA SHEET NOT
 EN0729'AVAILABLE AT THIS TIME, CURSORY SEARCH FOR OTHER MARKS WAS NOT
 EN0729'SUCCESSFUL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0493 ***********************************************************************
 CA0493  DESIGNATION -  PECAN
 CA0493  PID         -  CA0493
 CA0493  STATE/COUNTY-  TX/BROWN
 CA0493  USGS QUAD   -  BYRDS (1987)
 CA0493
 CA0493                         *CURRENT SURVEY CONTROL
 CA0493  ___________________________________________________________________
 CA0493* NAD 83(1993)-  31 57 59.08988(N)    099 04 25.93073(W)     ADJUSTED  
 CA0493* NAVD 88     -       461.533  (meters)    1514.21   (feet)  ADJUSTED  
 CA0493  ___________________________________________________________________
 CA0493  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CA0493  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CA0493  DYNAMIC HT  -         460.935 (meters)    1512.25  (feet)  COMP
 CA0493  MODELED GRAV-     979,329.9   (mgal)                       NAVD 88
 CA0493
 CA0493  HORZ ORDER  -  SECOND
 CA0493  VERT ORDER  -  SECOND    CLASS 0
 CA0493
 CA0493.The horizontal coordinates were established by classical geodetic methods
 CA0493.and adjusted by the National Geodetic Survey in February 1996..
 CA0493
 CA0493.The orthometric height was determined by differential leveling
 CA0493.and adjusted by the National Geodetic Survey in June 1991..
 CA0493
 CA0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0493
 CA0493.The geoid height was determined by GEOID03.
 CA0493
 CA0493.The dynamic height is computed by dividing the NAVD 88
 CA0493.geopotential number by the normal gravity value computed on the
 CA0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0493.degrees latitude (g = 980.6199 gals.).
 CA0493
 CA0493.The modeled gravity was interpolated from observed gravity values.
 CA0493
 CA0493;                    North         East     Units Scale Factor Converg.
 CA0493;SPC TX C     - 3,255,626.799   819,054.282   MT  1.00002337   +0 38 55.3
 CA0493;SPC TX C     -10,681,168.92  2,687,180.59   sFT  1.00002337   +0 38 55.3
 CA0493;SPC TXNC     - 2,033,388.674   545,751.032   MT  1.00005041   -0 18 46.7
 CA0493;SPC TXNC     - 6,671,209.34  1,790,518.18   sFT  1.00005041   -0 18 46.7
 CA0493;UTM  14      - 3,536,715.315   493,020.074   MT  0.99960060   -0 02 20.8
 CA0493
 CA0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0493!SPC TX C     -   0.99993172  x   1.00002337  =   0.99995509
 CA0493!SPC TXNC     -   0.99993172  x   1.00005041  =   0.99998212
 CA0493!UTM  14      -   0.99993172  x   0.99960060  =   0.99953235
 CA0493
 CA0493:                Primary Azimuth Mark                     Grid Az
 CA0493:SPC TX C     -  PECAN AZ MK                              127 01 55.2
 CA0493:SPC TXNC     -  PECAN AZ MK                              127 59 37.2
 CA0493:UTM  14      -  PECAN AZ MK                              127 43 11.3
 CA0493
 CA0493|---------------------------------------------------------------------|
 CA0493| PID    Reference Object                     Distance      Geod. Az  |
 CA0493|                                                           dddmmss.s |
 CA0493| CV5081 PECAN AZ MK                                        1274050.5 |
 CA0493| CA0494 PECAN RM 1                           31.270 METERS 15322     |
 CA0493| CA0492 PECAN RM 2                           25.420 METERS 25502     |
 CA0493|---------------------------------------------------------------------|
 CA0493
 CA0493                          SUPERSEDED SURVEY CONTROL
 CA0493
 CA0493  NAD 83(1986)-  31 57 59.09937(N)    099 04 25.91810(W) AD(       ) 2
 CA0493  NAD 27      -  31 57 58.57100(N)    099 04 24.70600(W) AD(       ) 2
 CA0493  NGVD 29 (??/??/92)  461.423  (m)         1513.85   (f) ADJ UNCH    2 0
 CA0493
 CA0493.Superseded values are not recommended for survey control.
 CA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0493.See file dsdata.txt to determine how the superseded data were derived.
 CA0493
 CA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9302036715(NAD 83)
 CA0493_MARKER: DS = TRIANGULATION STATION DISK
 CA0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0493_STAMPING: PECAN 1944
 CA0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0493+STABILITY: SURFACE MOTION
 CA0493
 CA0493  HISTORY     - Date     Condition        Report By
 CA0493  HISTORY     - 1944     MONUMENTED       CGS
 CA0493  HISTORY     - 1944     GOOD             CGS
 CA0493  HISTORY     - 1969     GOOD             USGS
 CA0493
 CA0493                          STATION DESCRIPTION
 CA0493
 CA0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0493'STATION IS LOCATED ABOUT 18.0 MILES NNW OF BROWNWOOD, 6.0
 CA0493'MILES SE OF CROSSCUT, AND 4.0 MILES N AND 2.5 MILES W OF
 CA0493'BYRDS POST OFFICE IN THE E RIGHT-OF-WAY FENCE LINE OF THE
 CA0493'BYRDS-CROSSCUT GRADED DIRT ROAD.  IT IS 30 FEET E OF THE
 CA0493'CENTER LINE OF THE GRADED DIRT ROAD, 21 FEET S OF A
 CA0493'TRIANGULAR-BLAZED 10-INCH SCRUB OAK TREE, AND 1 FOOT E OF
 CA0493'THE FENCE LINE ON E SIDE OF THE ROAD.  IT IS STAMPED PECAN
 CA0493'1944 AND PROJECTS ABOUT 5 INCHES.
 CA0493'
 CA0493'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA0493'DISKS SET IN CONCRETE.
 CA0493'
 CA0493'REFERENCE MARK 1 IS SW OF THE STATION, 30 FEET W OF THE
 CA0493'CENTER LINE OF THE GRADED DIRT ROAD, AND 1 FOOT E OF THE
 CA0493'FENCE LINE.  IT IS STAMPED PECAN NO 1 1944 AND PROJECTS ABOUT
 CA0493'4 INCHES.
 CA0493'
 CA0493'REFERENCE MARK 2 IS NW OF THE STATION, 30 FEET W OF THE
 CA0493'CENTER LINE OF THE GRADED DIRT ROAD, AND 1 FOOT E OF THE FENCE
 CA0493'LINE.  IT IS STAMPED PECAN NO 2 1944 AND PROJECTS ABOUT 4
 CA0493'INCHES.
 CA0493'
 CA0493'AZIMUTH MARK IS ABOUT 0.8 MILE SSW OF THE STATION, 25 FEET
 CA0493'NE OF THE CENTER LINE OF THE GRADED DIRT ROAD, AND 1 FOOT
 CA0493'SW OF THE FENCE LINE.  IT IS STAMPED PECAN 1944 AND PROJECTS
 CA0493'ABOUT 5 INCHES.  TO REACH FROM THE STATION, GO S ON DIRT ROAD
 CA0493'FOR 0.7 MILE TO A RIGHT TURN, TURN RIGHT AND FOLLOW MAIN-TRAVELED
 CA0493'ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 CA0493'
 CA0493'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA0493'AND 283 IN THE N EDGE OF BROWNWOOD, GO W ON U.S. HIGHWAY 67
 CA0493'FOR 0.75 MILE TO THE JUNCTION OF STATE HIGHWAY 279, TURN RIGHT
 CA0493'AND GO NE ON HIGHWAY 279 FOR 14.55 MILES, THENCE RIGHT ON
 CA0493'HIGHWAY 279 FOR 3.7 MILES TO CROSSROADS AT A SMALL SERVICE
 CA0493'STATION ON THE LEFT AND AN OLD SCHOOLHOUSE ON THE RIGHT.
 CA0493'TURN LEFT AND GO N ON GRADED DIRT ROAD FOR 1.9 MILES TO A
 CA0493'T-INTERSECTION, BEAR RIGHT AND CONTINUE FOR 2.65 MILES TO
 CA0493'BYRDS POST OFFICE ON THE LEFT, CONTINUE N, KEEPING STRAIGHT
 CA0493'AHEAD AT ALL CROSSROADS, FOR 0.8 MILE, CONTINUE STRAIGHT
 CA0493'AHEAD FOR 0.75 MILE TO A T-INTERSECTION AT TRIANGULATION
 CA0493'STATION BYRD ON THE RIGHT, TURN LEFT AND FOLLOW
 CA0493'MAIN-TRAVELED ROAD FOR 0.25 MILE TO A FORK.  BEAR RIGHT
 CA0493'PASSING TO THE W OF THE BYRDS SCHOOLHOUSE, AND CONTINUE ON
 CA0493'GRADED DIRT ROAD FOR 3.05 MILES TO THE TOP OF A SMALL
 CA0493'HILL AND STATION ON THE RIGHT.
 CA0493'
 CA0493'OBSERVATIONS MADE FROM A 64-FOOT TOWER.
 CA0493'
 CA0493'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA0493
 CA0493                          STATION RECOVERY (1944)
 CA0493
 CA0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 CA0493'3.1 MI NW FROM BYRDS.
 CA0493'3.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BYRDS, 30
 CA0493'FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTH OF A
 CA0493'TRIANGULAR BLAZED 10-INCH OAK, AND 1 FOOT EAST OF FENCE LINE.  A
 CA0493'STANDARD TRIANGULATION STATION MARK.  NOTE-- BYRD SCHOOL IS GONE.  BM
 CA0493'STATION IS 4.8 MI N AND NW FROM THE BYRD STORE AND CEMETERY ALONG THE
 CA0493'OLD ROAD TO CROSS CUT.
 CA0493
 CA0493                          STATION RECOVERY (1969)
 CA0493
 CA0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0733 ***********************************************************************
 BN0733  DESIGNATION -  PECAN
 BN0733  PID         -  BN0733
 BN0733  STATE/COUNTY-  TX/GILLESPIE
 BN0733  USGS QUAD   -  CHERRY SPRING (1967)
 BN0733
 BN0733                         *CURRENT SURVEY CONTROL
 BN0733  ___________________________________________________________________
 BN0733* NAD 83(1993)-  30 23 05.11878(N)    099 00 25.93608(W)     ADJUSTED  
 BN0733* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 BN0733  ___________________________________________________________________
 BN0733  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 BN0733  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BN0733
 BN0733  HORZ ORDER  -  SECOND
 BN0733
 BN0733.The horizontal coordinates were established by classical geodetic methods
 BN0733.and adjusted by the National Geodetic Survey in February 1996..
 BN0733
 BN0733.The orthometric height was scaled from a topographic map.
 BN0733
 BN0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0733
 BN0733.The geoid height was determined by GEOID03.
 BN0733
 BN0733;                    North         East     Units Scale Factor Converg.
 BN0733;SPC TX C     - 3,080,364.395   827,446.011   MT  0.99993924   +0 40 58.9
 BN0733;SPC TX C     -10,106,162.19  2,714,712.45   sFT  0.99993924   +0 40 58.9
 BN0733;UTM  14      - 3,361,420.620   499,307.842   MT  0.99960001   -0 00 13.1
 BN0733
 BN0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0733!SPC TX C     -   0.99989760  x   0.99993924  =   0.99983685
 BN0733!UTM  14      -   0.99989760  x   0.99960001  =   0.99949766
 BN0733
 BN0733|---------------------------------------------------------------------|
 BN0733| PID    Reference Object                     Distance      Geod. Az  |
 BN0733|                                                           dddmmss.s |
 BN0733| CV5083 PECAN RM 1                           18.536 METERS 07126     |
 BN0733| CV5082 PECAN AZ MK                                        1085135.2 |
 BN0733| CV5084 PECAN RM 2                           20.441 METERS 20134     |
 BN0733|---------------------------------------------------------------------|
 BN0733
 BN0733                          SUPERSEDED SURVEY CONTROL
 BN0733
 BN0733  NAD 83(1986)-  30 23 05.12858(N)    099 00 25.92299(W) AD(       ) 2
 BN0733  NAD 27      -  30 23 04.42420(N)    099 00 24.75790(W) AD(       ) 2
 BN0733
 BN0733.Superseded values are not recommended for survey control.
 BN0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0733.See file dsdata.txt to determine how the superseded data were derived.
 BN0733
 BN0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9930861421(NAD 83)
 BN0733_MARKER: DS = TRIANGULATION STATION DISK
 BN0733_SETTING: 66 = SET IN ROCK OUTCROP
 BN0733
 BN0733  HISTORY     - Date     Condition        Report By
 BN0733  HISTORY     - 1956     MONUMENTED       CGS
 BN0733  HISTORY     - 19930814 GOOD             USPSQD
 BN0733  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0733
 BN0733                          STATION DESCRIPTION
 BN0733
 BN0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0733'THE STATION IS ABOUT 11 MILES NORTHWEST OF FREDERICKSBURG,
 BN0733'3/4 MILE WEST OF THE PECAN CREEK SCHOOLHOUSE, 0.05 MILE SOUTH
 BN0733'OF A GRADED ROAD AND 6 FEET EAST OF A 4 IN X 4 IN WHITE
 BN0733'WITNESS POST.
 BN0733'
 BN0733'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 BN0733'AND 290 AT THE WEST EDGE OF FREDERICKSBURG, GO WEST AND NORTH
 BN0733'ON HIGHWAY 87 FOR 7.4 MILES TO A CATTLE GUARD AND A SIDE
 BN0733'ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO SOUTHEASTERLY
 BN0733'FOR 0.45 MILE TO THE PECAN CREEK ROAD ON THE RIGHT, TURN
 BN0733'RIGHT ON THE PECAN CREEK ROAD AND GO 0.7 MILE TO THE PECAN
 BN0733'CREEK SCHOOLHOUSE ON THE RIGHT, CONTINUE NORTHERLY FOR 0.35
 BN0733'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 BN0733'NORTHWESTERLY FOR 0.4 MILE TO A TRIANGULAR-BLAZED POWERLINE
 BN0733'POLE ON THE LEFT, TURN LEFT AND GO SOUTH FOR 0.05 MILE TO
 BN0733'THE STATION.
 BN0733'
 BN0733'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0733'STAMPED PECAN 1956.
 BN0733'
 BN0733'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0733'STAMPED PECAN NO 1 1956.
 BN0733'
 BN0733'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0733'STAMPED PECAN NO 2 1956.
 BN0733'
 BN0733'THE AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF THE GRADED
 BN0733'ROAD AND 7 FEET NORTHWEST OF A 4 IN X 4 IN WHITE WITNESS
 BN0733'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0733'STAMPED PECAN 1956.
 BN0733'
 BN0733'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 BN0733
 BN0733                          STATION RECOVERY (1993)
 BN0733
 BN0733'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0733'RECOVERED IN GOOD CONDITION.
 BN0733
 BN0733                          STATION RECOVERY (1996)
 BN0733
 BN0733'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1076 ***********************************************************************
 CT1076  DESIGNATION -  PECAN
 CT1076  PID         -  CT1076
 CT1076  STATE/COUNTY-  TX/CALLAHAN
 CT1076  USGS QUAD   -  ROWDEN NW (1987)
 CT1076
 CT1076                         *CURRENT SURVEY CONTROL
 CT1076  ___________________________________________________________________
 CT1076* NAD 83(1993)-  32 09 23.69210(N)    099 25 21.26335(W)     ADJUSTED  
 CT1076* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 CT1076  ___________________________________________________________________
 CT1076  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CT1076  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CT1076
 CT1076  HORZ ORDER  -  THIRD
 CT1076
 CT1076.The horizontal coordinates were established by classical geodetic methods
 CT1076.and adjusted by the National Geodetic Survey in February 1996..
 CT1076
 CT1076.The orthometric height was scaled from a topographic map.
 CT1076
 CT1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1076
 CT1076.The geoid height was determined by GEOID03.
 CT1076
 CT1076;                    North         East     Units Scale Factor Converg.
 CT1076;SPC TXNC     - 2,054,710.329   512,973.314   MT  0.99999364   -0 30 11.4
 CT1076;SPC TXNC     - 6,741,162.14  1,682,979.95   sFT  0.99999364   -0 30 11.4
 CT1076;SPC TX C     - 3,276,392.928   785,920.344   MT  1.00008484   +0 28 08.7
 CT1076;SPC TX C     -10,749,299.13  2,578,473.66   sFT  1.00008484   +0 28 08.7
 CT1076;UTM  14      - 3,557,869.953   460,153.530   MT  0.99961958   -0 13 29.7
 CT1076
 CT1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1076!SPC TXNC     -   0.99991801  x   0.99999364  =   0.99991165
 CT1076!SPC TX C     -   0.99991801  x   1.00008484  =   1.00000284
 CT1076!UTM  14      -   0.99991801  x   0.99961958  =   0.99953762
 CT1076
 CT1076|---------------------------------------------------------------------|
 CT1076| PID    Reference Object                     Distance      Geod. Az  |
 CT1076|                                                           dddmmss.s |
 CT1076| CX7933 PECAN RM 1                           22.883 METERS 21506     |
 CT1076| CX7934 PECAN RM 2                           14.754 METERS 31832     |
 CT1076| CX7932 PECAN AZ MK                                        3355225.0 |
 CT1076|---------------------------------------------------------------------|
 CT1076
 CT1076                          SUPERSEDED SURVEY CONTROL
 CT1076
 CT1076  NAD 83(1986)-  32 09 23.69878(N)    099 25 21.25109(W) AD(       ) 3
 CT1076  NAD 27      -  32 09 23.21790(N)    099 25 19.99090(W) AD(       ) 3
 CT1076
 CT1076.Superseded values are not recommended for survey control.
 CT1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1076.See file dsdata.txt to determine how the superseded data were derived.
 CT1076
 CT1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA6015457870(NAD 83)
 CT1076_MARKER: DS = TRIANGULATION STATION DISK
 CT1076_SETTING: 66 = SET IN ROCK OUTCROP
 CT1076
 CT1076  HISTORY     - Date     Condition        Report By
 CT1076  HISTORY     - 1961     MONUMENTED       CGS
 CT1076
 CT1076                          STATION DESCRIPTION
 CT1076
 CT1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1076'THE STATION IS APPROXIMATELY 16 MILES SOUTH OF BAIRD AND 8
 CT1076'MILES EAST OF OPLIN, ON THE EAST END OF A SPUR RIDGE EAST
 CT1076'OF U.S. HIGHWAY 283, ON THE PROPERTY OF MR. WILLIAMS.
 CT1076'
 CT1076'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283
 CT1076'AND STATE HIGHWAY 36 APPROXIMATELY 12 MILES SOUTH OF BAIRD,
 CT1076'GO SOUTH ON HIGHWAY 283 FOR 5.0 MILES TO A SIDE ROAD AND
 CT1076'GATE ON THE RIGHT.  (TURN RIGHT, WEST, UP HILL FOR 0.2 MILE
 CT1076'TO THE AZIMUTH MARK ON THE RIGHT.) CONTINUE SOUTH ON HIGHWAY
 CT1076'283 0.15 MILE TO THE STATION ON THE RIGHT.
 CT1076'
 CT1076'STATION MARK IS A STANDARD DISK STAMPED PECAN 1961, IS CEMENTED
 CT1076'IN A DRILL HOLE IN A 4 FOOT BY 5 FOOT BEDROCK.  IT IS 72
 CT1076'FEET NORTH OF THE SOUTH EDGE OF THE HILL, 25 FEET WEST OF
 CT1076'THE EAST EDGE OF THE HILL AND 8 FEET SOUTH OF A METAL WITNESS
 CT1076'POST.  NO UNDERGROUND DISK WAS SET.
 CT1076'
 CT1076'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PECAN NO 1
 CT1076'1961, IS CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 4 FOOT
 CT1076'OUTCROPPING BEDROCK.  IT IS 21 FEET SOUTHEAST OF A 12-INCH
 CT1076'MESQUITE TREE AND 15 FEET NORTH OF THE SOUTH EDGE OF THE
 CT1076'HILL.
 CT1076'
 CT1076'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PECAN NO 2
 CT1076'1961, IS CEMENTED IN A DRILL HOLE IN A 4 FOOT BY 5 FOOT
 CT1076'OUTCROPPING BEDROCK.  IT IS 15 FEET EAST OF A 10-INCH MESQUITE
 CT1076'TREE AND 13 FEET SOUTH OF THE NORTH EDGE OF THE HILL.
 CT1076'
 CT1076'AZIMUTH MARK, A STANDARD DISK STAMPED PECAN 1961, IS CEMENTED
 CT1076'IN A DRILL HOLE IN A 3 FOOT BY 2 FOOT OUTCROPPING BEDROCK.
 CT1076'IT IS 106 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD,
 CT1076'43 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE HILL AND
 CT1076'3 FEET SOUTHEAST OF A METAL WITNESS POST.
 CT1076'
 CT1076'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0496 ***********************************************************************
 CA0496  DESIGNATION -  PECAN AZ
 CA0496  PID         -  CA0496
 CA0496  STATE/COUNTY-  TX/BROWN
 CA0496  USGS QUAD   -  BYRDS (1987)
 CA0496
 CA0496                         *CURRENT SURVEY CONTROL
 CA0496  ___________________________________________________________________
 CA0496* NAD 83(1986)-  31 57 35.     (N)    099 03 46.     (W)     SCALED    
 CA0496* NAVD 88     -       446.409  (meters)    1464.59   (feet)  ADJUSTED  
 CA0496  ___________________________________________________________________
 CA0496  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CA0496  DYNAMIC HT  -         445.831 (meters)    1462.70  (feet)  COMP
 CA0496  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 CA0496
 CA0496  VERT ORDER  -  SECOND    CLASS 0
 CA0496
 CA0496.The horizontal coordinates were scaled from a topographic map and have
 CA0496.an estimated accuracy of +/- 6 seconds.
 CA0496
 CA0496.The orthometric height was determined by differential leveling
 CA0496.and adjusted by the National Geodetic Survey in June 1991..
 CA0496
 CA0496.The geoid height was determined by GEOID03.
 CA0496
 CA0496.The dynamic height is computed by dividing the NAVD 88
 CA0496.geopotential number by the normal gravity value computed on the
 CA0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0496.degrees latitude (g = 980.6199 gals.).
 CA0496
 CA0496.The modeled gravity was interpolated from observed gravity values.
 CA0496
 CA0496;                    North         East    Units  Estimated Accuracy
 CA0496;SPC TX C     - 3,254,900.      820,110.      MT  (+/- 180 meters Scaled)
 CA0496
 CA0496                          SUPERSEDED SURVEY CONTROL
 CA0496
 CA0496  NGVD 29 (??/??/92)  446.300  (m)         1464.24   (f) ADJ UNCH    2 0
 CA0496
 CA0496.Superseded values are not recommended for survey control.
 CA0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0496.See file dsdata.txt to determine how the superseded data were derived.
 CA0496
 CA0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA940359(NAD 83)
 CA0496_MARKER: DZ = AZIMUTH MARK DISK
 CA0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0496_STAMPING: PECAN 1944
 CA0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0496+STABILITY: SURFACE MOTION
 CA0496
 CA0496  HISTORY     - Date     Condition        Report By
 CA0496  HISTORY     - 1944     MONUMENTED       CGS
 CA0496  HISTORY     - 1969     GOOD             USGS
 CA0496
 CA0496                          STATION DESCRIPTION
 CA0496
 CA0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0496'2.1 MI NW FROM BYRDS.
 CA0496'2.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BYRDS, 25
 CA0496'FEET NORTHEAST OF THE CENTER OF THE GRADED DIRT ROAD, AND 1 FOOT
 CA0496'SOUTHWEST OF THE FENCE LINE.  A STANDARD TRIANGULATION AZIMUTH MARK.
 CA0496'NOTE-- BYRD SCHOOL IS GONE.  BM IS 3.8 MI N AND NW FROM BYRD STORE AND
 CA0496'CEMETERY ALONG THE OLD CROSSCUT RD.
 CA0496
 CA0496                          STATION RECOVERY (1969)
 CA0496
 CA0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2059 ***********************************************************************
 CS2059  DESIGNATION -  PECAN AZ MK
 CS2059  PID         -  CS2059
 CS2059  STATE/COUNTY-  TX/HILL
 CS2059  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2059
 CS2059                         *CURRENT SURVEY CONTROL
 CS2059  ___________________________________________________________________
 CS2059* NAD 83(1986)-  32 00 34.     (N)    097 04 53.     (W)     SCALED    
 CS2059* NAVD 88     -       225.079  (meters)     738.45   (feet)  ADJUSTED  
 CS2059  ___________________________________________________________________
 CS2059  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CS2059  DYNAMIC HT  -         224.802 (meters)     737.54  (feet)  COMP
 CS2059  MODELED GRAV-     979,403.8   (mgal)                       NAVD 88
 CS2059
 CS2059  VERT ORDER  -  FIRST     CLASS II
 CS2059
 CS2059.The horizontal coordinates were scaled from a topographic map and have
 CS2059.an estimated accuracy of +/- 6 seconds.
 CS2059
 CS2059.The orthometric height was determined by differential leveling
 CS2059.and adjusted by the National Geodetic Survey in June 1991..
 CS2059
 CS2059.The geoid height was determined by GEOID03.
 CS2059
 CS2059.The dynamic height is computed by dividing the NAVD 88
 CS2059.geopotential number by the normal gravity value computed on the
 CS2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2059.degrees latitude (g = 980.6199 gals.).
 CS2059
 CS2059.The modeled gravity was interpolated from observed gravity values.
 CS2059
 CS2059;                    North         East    Units  Estimated Accuracy
 CS2059;SPC TXNC     - 2,038,920.      734,040.      MT  (+/- 180 meters Scaled)
 CS2059
 CS2059                          SUPERSEDED SURVEY CONTROL
 CS2059
 CS2059.No superseded survey control is available for this station.
 CS2059
 CS2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA812430(NAD 83)
 CS2059_MARKER: DZ = AZIMUTH MARK DISK
 CS2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2059_STAMPING: PECAN 1948
 CS2059_PROJECTION: PROJECTING 7 CENTIMETERS
 CS2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2059+STABILITY: SURFACE MOTION
 CS2059
 CS2059  HISTORY     - Date     Condition        Report By
 CS2059  HISTORY     - 1948     MONUMENTED       CGS
 CS2059  HISTORY     - 1952     GOOD             NGS
 CS2059  HISTORY     - 1980     POOR             NGS
 CS2059  HISTORY     - 19950408 POOR             USPSQD
 CS2059  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 CS2059
 CS2059                          STATION DESCRIPTION
 CS2059
 CS2059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2059'3.4 MI E FROM HILLSBORO.
 CS2059'0.5 MILE SOUTH ALONG U.S. HIGHWAYS 81 AND 77 FROM THE POST OFFICE AT
 CS2059'HILLSBORO, THENCE 2.9 MILES EAST ALONG STATE HIGHWAYS 171 AND 22, 0.3
 CS2059'MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 171 AND 22, 48 FEET SOUTH
 CS2059'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A TELEPHONE POLE,
 CS2059'0.4 MILE WEST OF TRIANGULATION STATION PECAN 1948, SET IN THE TOP OF A
 CS2059'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CS2059
 CS2059                          STATION RECOVERY (1980)
 CS2059
 CS2059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2059'0.8 KM. (0.5 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 CS2059'COURTHOUSE IN HILLSBORO, THENCE 4.7 KM. (2.9 MI.) EAST ALONG STATE
 CS2059'HIGHWAY 171, 0.5 KM. (0.3 MI.) WEST OF THE JUNCTION OF STATE HIGHWAY
 CS2059'22, 67.1 M. (220 FT.) EAST OF THE NORTHEAST CORNER OF THE NORGAS
 CS2059'COMPANY BUILDING, 38.4 M. (126 FT.) WEST OF THE NORTHWEST CORNER OF A
 CS2059'CHAIN LINK FENCE SURROUNDING THREE PROPANE SUPPLY TANKS, 14.6 M.
 CS2059'(48.0 FT.) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18.9 M. (62.0 FT.)
 CS2059'SOUTHWEST OF THE WEST END OF A 35-CM. CONCRETE CULVERT UNDER THE WEST
 CS2059'ACCESS ROAD LEADING TO THE TANKS, 0.6 M. (2.0 FT.) EAST OF A
 CS2059'TELEPHONE POLE. NOTE-DISK DAMAGED, DATE ILLEGIBLE.
 CS2059'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CS2059'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2059
 CS2059                          STATION RECOVERY (1995)
 CS2059
 CS2059'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2059'MARK RECOVERED IN POOR CONDITION.
 CS2059
 CS2059                          STATION RECOVERY (1995)
 CS2059
 CS2059'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3396 ***********************************************************************
 CS3396  DESIGNATION -  PECAN AZ MK 2
 CS3396  PID         -  CS3396
 CS3396  STATE/COUNTY-  TX/HILL
 CS3396  USGS QUAD   -  HILLSBORO EAST (1978)
 CS3396
 CS3396                         *CURRENT SURVEY CONTROL
 CS3396  ___________________________________________________________________
 CS3396* NAD 83(1986)-  32 00 34.     (N)    097 04 51.     (W)     SCALED    
 CS3396* NAVD 88     -       225.23   (meters)     738.9    (feet)  RESET     
 CS3396  ___________________________________________________________________
 CS3396  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CS3396
 CS3396  VERT ORDER  -  THIRD
 CS3396
 CS3396.The horizontal coordinates were scaled from a topographic map and have
 CS3396.an estimated accuracy of +/- 6 seconds.
 CS3396
 CS3396.The orthometric height was computed from unverified reset data.
 CS3396.No vertical observational check was made to the station.
 CS3396
 CS3396.The geoid height was determined by GEOID03.
 CS3396
 CS3396;                    North         East    Units  Estimated Accuracy
 CS3396;SPC TXNC     - 2,038,920.      734,090.      MT  (+/- 180 meters Scaled)
 CS3396
 CS3396                          SUPERSEDED SURVEY CONTROL
 CS3396
 CS3396.No superseded survey control is available for this station.
 CS3396
 CS3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA812430(NAD 83)
 CS3396_MARKER: DZ = AZIMUTH MARK DISK
 CS3396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3396_SP_SET: CONCRETE POST
 CS3396_STAMPING: PECAN NO 2 1982
 CS3396_MARK LOGO: NGS   
 CS3396_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3396+STABILITY: SURFACE MOTION
 CS3396
 CS3396  HISTORY     - Date     Condition        Report By
 CS3396  HISTORY     - 1982     MONUMENTED       NGS
 CS3396  HISTORY     - 19821010 GOOD             NGS
 CS3396
 CS3396                          STATION DESCRIPTION
 CS3396
 CS3396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CS3396'1.0 MI (1.6 KM) EAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION WITH
 CS3396'INTERSTATE HIGHWAY 35, 49.0 FT (14.9 M) SOUTH OF THE CENTERLINE OF
 CS3396'STATE HIGHWAY 171, 3.0 FT (0.9 M) EAST OF A POWER POLE AND 1.5FT WEST
 CS3396'OF A METAL WITNESS POST.
 CS3396
 CS3396                          STATION RECOVERY (1982)
 CS3396
 CS3396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CS3396'THE OLD AZIMUTH MARK DISK HAD BEEN CUT BY MACHINERY AND A NEW MARK SET
 CS3396'AT THIS TIME.  LOCATED 5.33 KM (3.30 MI) SOUTH-SOUTHEAST OF HILLSBORO
 CS3396'ALONG THE SOUTH RIGT-OF-WAY OF STATE HIGHWAY 171.  FROM STATION PECAN
 CS3396'GO WEST FOR 0.64 KM (0.40 MI) TO AZ MK ON LEFT.  THE MARK,
 CS3396'STAMPED---PECAN NO 2 1982---IS A STANDARD DISK SET IN TOP OF A
 CS3396'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 14.94 METERS (49.02
 CS3396'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.91 METER (2.99 FT) EAST
 CS3396'OF A POWER POLE AND 0.46 METER (1.51 FT) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1007 ***********************************************************************
 BM1007  DESIGNATION -  PECAN CR
 BM1007  PID         -  BM1007
 BM1007  STATE/COUNTY-  TX/WASHINGTON
 BM1007  USGS QUAD   -  INDEPENDENCE (1988)
 BM1007
 BM1007                         *CURRENT SURVEY CONTROL
 BM1007  ___________________________________________________________________
 BM1007* NAD 83(1993)-  30 15 46.09029(N)    096 15 11.98070(W)     ADJUSTED  
 BM1007* NAVD 88     -       102.14   (+/-2cm)     335.1    (feet)  VERTCON   
 BM1007  ___________________________________________________________________
 BM1007  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 BM1007  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BM1007
 BM1007  HORZ ORDER  -  THIRD
 BM1007  VERT ORDER  -  THIRD ? (See Below)
 BM1007
 BM1007.The horizontal coordinates were established by classical geodetic methods
 BM1007.and adjusted by the National Geodetic Survey in February 1996..
 BM1007
 BM1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1007.The vertical order pertains to the NGVD 29 superseded value.
 BM1007
 BM1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1007
 BM1007.The geoid height was determined by GEOID03.
 BM1007
 BM1007;                    North         East     Units Scale Factor Converg.
 BM1007;SPC TX C     - 3,073,285.079 1,092,521.080   MT  0.99996420   +2 06 05.2
 BM1007;SPC TX C     -10,082,936.13  3,584,379.58   sFT  0.99996420   +2 06 05.2
 BM1007;SPC TXSC     - 4,272,364.443   864,289.254   MT  0.99999413   +1 20 44.3
 BM1007;SPC TXSC     -14,016,915.68  2,835,588.99   sFT  0.99999413   +1 20 44.3
 BM1007;UTM  14      - 3,351,100.338   764,259.541   MT  1.00046162   +1 23 06.1
 BM1007
 BM1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1007!SPC TX C     -   0.99998820  x   0.99996420  =   0.99995240
 BM1007!SPC TXSC     -   0.99998820  x   0.99999413  =   0.99998233
 BM1007!UTM  14      -   0.99998820  x   1.00046162  =   1.00044981
 BM1007
 BM1007|---------------------------------------------------------------------|
 BM1007| PID    Reference Object                     Distance      Geod. Az  |
 BM1007|                                                           dddmmss.s |
 BM1007| CV8995 PECAN CR RM 1                        19.730 METERS 03254     |
 BM1007| BM0981 WASHINGTON EVAN LUTH CH SPIRE       APPROX. 8.8 KM 0714109.0 |
 BM1007| CV8996 PECAN CR RM 2                        25.688 METERS 14033     |
 BM1007|---------------------------------------------------------------------|
 BM1007
 BM1007                          SUPERSEDED SURVEY CONTROL
 BM1007
 BM1007  NAD 83(1986)-  30 15 46.10491(N)    096 15 11.96354(W) AD(       ) 3
 BM1007  NAD 27      -  30 15 45.34500(N)    096 15 11.10100(W) AD(       ) 3
 BM1007  NGVD 29 (07/19/86)  102.11   (m)          335.0    (f) LEVELING    3  
 BM1007
 BM1007.Superseded values are not recommended for survey control.
 BM1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1007.See file dsdata.txt to determine how the superseded data were derived.
 BM1007
 BM1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6426051100(NAD 83)
 BM1007_MARKER: DS = TRIANGULATION STATION DISK
 BM1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1007
 BM1007  HISTORY     - Date     Condition        Report By
 BM1007  HISTORY     - 1954     MONUMENTED       CGS
 BM1007  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BM1007  HISTORY     - 19991010 MARK NOT FOUND   USPSQD
 BM1007
 BM1007                          STATION DESCRIPTION
 BM1007
 BM1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1007'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF BRENHAM,
 BM1007'8 MILES NORTHEAST OF STATE HIGHWAY 90 AND STATE HIGHWAY
 BM1007'50, 0.45 MILE SOUTHWEST OF A REVERSE Y-INTERSECTION WITH A
 BM1007'DIRT ROAD RIGHT, 0.1 MILE SOUTHWEST OF THE DRIVEWAY AND
 BM1007'MAIL BOX OF MR. CLEON CONNER, 0.1 MILE NORTHEAST OF A
 BM1007'Y-INTERSECTION WITH A FARM LANE RIGHT AND AT THE SUMMIT OF THE
 BM1007'HIGHWAY PASS BETWEEN PECAN CREEK AND JACKSON CREEK ON STATE
 BM1007'HIGHWAY 90.
 BM1007'
 BM1007'TO REACH THE STATION FROM THE POST OFFICE IN BRENHAM, GO
 BM1007'NORTHEAST ON STATE HIGHWAY 90 FOR 10.15 MILES TO THE AZIMUTH
 BM1007'MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.95 MILE TO THE
 BM1007'SUMMIT AND THE STATION SITE ON THE LEFT.
 BM1007'
 BM1007'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1007'POST PROJECTING 6 INCHES.  IT IS IN THE RIGHT-OF-WAY FENCELINE
 BM1007'41 FEET WEST OF THE CENTERLINE OF HIGHWAY 90 AND 4 FEET NORTH
 BM1007'OF A WITNESS POST.  THE MARK IS STAMPED PECAN CR 1954.
 BM1007'
 BM1007'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1007'POST PROJECTING 6 INCHES.  IT IS 41 FEET WEST OF THE CENTERLINE
 BM1007'OF STATE HIGHWAY 90 AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 BM1007'FENCELINE.  THE MARK IS STAMPED PECAN CR NO 1 1954.
 BM1007'
 BM1007'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 BM1007'CONCRETE POST PROJECTING 6 INCHES.  IT IS 40 FEET EAST OF
 BM1007'THE CENTERLINE OF THE HIGHWAY AT THE EAST EDGE OF THE
 BM1007'RIGHT-OF-WAY AND 2 FEET NORTH OF A POWER POLE.  THE MARK
 BM1007'IS STAMPED PECAN CR NO 2 1954.
 BM1007'
 BM1007'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1007'POST PROJECTING 10 INCHES.  IT IS 72 FEET NORTHEAST OF A
 BM1007'T-TYPE FENCE CORNER, 39 FEET SOUTHEAST OF THE CENTERLINE
 BM1007'OF STATE HIGHWAY 90, 3 FEET NORTH OF A WITNESS POST AND 2
 BM1007'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCELINE.  THE MARK IS
 BM1007'STAMPED PECAN CR 1954.
 BM1007'
 BM1007'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BM1007
 BM1007                          STATION RECOVERY (1959)
 BM1007
 BM1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 BM1007'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 BM1007'AS DESCRIBED.  DUE TO NEW HIGHWAY CONSTRUCTION, PECAN CR 2
 BM1007'1959 WAS ESTABLISHED IN THE NEAR VICINITY AND ALL SURFACE
 BM1007'MARKS AT STATION PECAN WERE DESTROYED.
 BM1007
 BM1007                          STATION RECOVERY (1999)
 BM1007
 BM1007'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1006 ***********************************************************************
 BM1006  DESIGNATION -  PECAN CR 2
 BM1006  PID         -  BM1006
 BM1006  STATE/COUNTY-  TX/WASHINGTON
 BM1006  USGS QUAD   -  INDEPENDENCE (1988)
 BM1006
 BM1006                         *CURRENT SURVEY CONTROL
 BM1006  ___________________________________________________________________
 BM1006* NAD 83(1993)-  30 15 46.24245(N)    096 15 12.27053(W)     ADJUSTED  
 BM1006* NAVD 88     -       102.14   (+/-2cm)     335.1    (feet)  VERTCON   
 BM1006  ___________________________________________________________________
 BM1006  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 BM1006  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BM1006
 BM1006  HORZ ORDER  -  THIRD
 BM1006  VERT ORDER  -  THIRD ? (See Below)
 BM1006
 BM1006.The horizontal coordinates were established by classical geodetic methods
 BM1006.and adjusted by the National Geodetic Survey in February 1996..
 BM1006.No horizontal observational check was made to the station.
 BM1006
 BM1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1006.The vertical order pertains to the NGVD 29 superseded value.
 BM1006
 BM1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1006
 BM1006.The geoid height was determined by GEOID03.
 BM1006
 BM1006;                    North         East     Units Scale Factor Converg.
 BM1006;SPC TX C     - 3,073,289.477 1,092,513.166   MT  0.99996419   +2 06 05.0
 BM1006;SPC TX C     -10,082,950.56  3,584,353.61   sFT  0.99996419   +2 06 05.0
 BM1006;SPC TXSC     - 4,272,368.945   864,281.399   MT  0.99999415   +1 20 44.1
 BM1006;SPC TXSC     -14,016,930.45  2,835,563.22   sFT  0.99999415   +1 20 44.1
 BM1006;UTM  14      - 3,351,104.837   764,251.679   MT  1.00046157   +1 23 06.0
 BM1006
 BM1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1006!SPC TX C     -   0.99998820  x   0.99996419  =   0.99995239
 BM1006!SPC TXSC     -   0.99998820  x   0.99999415  =   0.99998235
 BM1006!UTM  14      -   0.99998820  x   1.00046157  =   1.00044976
 BM1006
 BM1006|---------------------------------------------------------------------|
 BM1006| PID    Reference Object                     Distance      Geod. Az  |
 BM1006|                                                           dddmmss.s |
 BM1006| CV8998 PECAN CR 2 RM 1                      10.128 METERS 03026     |
 BM1006| BM1007 PECAN CR                              9.054 METERS 12110     |
 BM1006| CV8999 PECAN CR 2 RM 2                       9.736 METERS 21438     |
 BM1006| CV8997 PECAN CR 2 AZ MK                                   2270112.2 |
 BM1006| CV8994 PECAN CR AZ MK                                     2273329.8 |
 BM1006|---------------------------------------------------------------------|
 BM1006
 BM1006                          SUPERSEDED SURVEY CONTROL
 BM1006
 BM1006  NAD 83(1986)-  30 15 46.25707(N)    096 15 12.25336(W) AD(       ) 3
 BM1006  NAD 27      -  30 15 45.49700(N)    096 15 11.39100(W) AD(       ) 3
 BM1006  NGVD 29 (07/19/86)  102.11   (m)          335.0    (f) LEVELING    3  
 BM1006
 BM1006.Superseded values are not recommended for survey control.
 BM1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1006.See file dsdata.txt to determine how the superseded data were derived.
 BM1006
 BM1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6425251105(NAD 83)
 BM1006_MARKER: DS = TRIANGULATION STATION DISK
 BM1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1006
 BM1006  HISTORY     - Date     Condition        Report By
 BM1006  HISTORY     - 1959     MONUMENTED       CGS
 BM1006  HISTORY     - 19991010 MARK NOT FOUND   USPSQD
 BM1006
 BM1006                          STATION DESCRIPTION
 BM1006
 BM1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WCR)
 BM1006'THE STATION IS LOCATED ABOUT 11.0 MILES NORTHEAST ALONG
 BM1006'STATE HIGHWAY NO. 90 FROM THE SQUARE IN BRENHAM, ABOUT 0.45
 BM1006'MILE SOUTHWEST OF A REVERSE Y-INTERSECTION WITH A GRADED
 BM1006'ROAD TO THE RIGHT OR SOUTH AND 0.1 MILE SOUTHWEST OF THE MAILBOX
 BM1006'AND ENTRANCE ROAD TO THE CLEON CONNER FARM YARD TO THE NORTH
 BM1006'OF THE HIGHWAY.  THE STATION IS ACROSS THE HIGHWAY NORTHWEST
 BM1006'FROM A METAL BUILDING USED FOR A GARAGE AND HIGHWAY EQUIPMENT
 BM1006'BARN, AND IN THE EDGE OF A CULTIVATED FIELD.
 BM1006'
 BM1006'THE STATION MARK IS A STANDARD DISK STAMPED PECAN CR 2 1959
 BM1006'IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 18 INCHES
 BM1006'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE AND 2
 BM1006'FEET NORTHWEST OF A 4 X 4 POST.
 BM1006'
 BM1006'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PECAN CR 2
 BM1006'NO 1 1959 IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 BM1006'IT IS 1 FOOT SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE
 BM1006'AND IS 2 FEET SOUTHWEST OF A 4 X 4 POST.
 BM1006'
 BM1006'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PECAN CR 2
 BM1006'1959 NO 2 IN A CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES,
 BM1006'1 FOOT SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE.
 BM1006'
 BM1006'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PECAN CR 1959
 BM1006'IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, IN AN
 BM1006'OFFSET CORNER IN THE SOUTHEAST RIGHT-OF-WAY FENCE LINE OF
 BM1006'THE HIGHWAY.  IT IS 0.9 MILE SOUTHWEST OF THE STATION ON THE
 BM1006'TOP OF A DIVIDE AND ACROSS THE HIGHWAY SOUTH EAST FROM A
 BM1006'LARGE FARM-HOUSE, AND ABOUT 2 FEET WEST OF THE MAIN CORNER
 BM1006'POST AT A T FENCE JUNCTION.
 BM1006'
 BM1006'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN BRENHAM--
 BM1006'GO NORTHEAST OF STATE HIGHWAY NO. 90 8.1 MILES TO THE AZIMUTH
 BM1006'MARK AT THE TOP OF THE CUT ON THE RIGHT.  THEN CONTINUE ON
 BM1006'THE HIGHWAY 0.9 MILE TO THE TOP OF A MAIN DIVIDE AND THE
 BM1006'STATION ON THE LEFT AS DESCRIBED.
 BM1006
 BM1006                          STATION RECOVERY (1999)
 BM1006
 BM1006'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0494 ***********************************************************************
 CA0494  DESIGNATION -  PECAN RM 1
 CA0494  PID         -  CA0494
 CA0494  STATE/COUNTY-  TX/BROWN
 CA0494  USGS QUAD   -  BYRDS (1987)
 CA0494
 CA0494                         *CURRENT SURVEY CONTROL
 CA0494  ___________________________________________________________________
 CA0494* NAD 83(1986)-  31 57 59.     (N)    099 04 25.     (W)     SCALED    
 CA0494* NAVD 88     -       461.096  (meters)    1512.78   (feet)  ADJUSTED  
 CA0494  ___________________________________________________________________
 CA0494  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CA0494  DYNAMIC HT  -         460.499 (meters)    1510.82  (feet)  COMP
 CA0494  MODELED GRAV-     979,329.9   (mgal)                       NAVD 88
 CA0494
 CA0494  VERT ORDER  -  SECOND    CLASS 0
 CA0494
 CA0494.The horizontal coordinates were scaled from a topographic map and have
 CA0494.an estimated accuracy of +/- 6 seconds.
 CA0494
 CA0494.The orthometric height was determined by differential leveling
 CA0494.and adjusted by the National Geodetic Survey in June 1991..
 CA0494
 CA0494.The geoid height was determined by GEOID03.
 CA0494
 CA0494.The dynamic height is computed by dividing the NAVD 88
 CA0494.geopotential number by the normal gravity value computed on the
 CA0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0494.degrees latitude (g = 980.6199 gals.).
 CA0494
 CA0494.The modeled gravity was interpolated from observed gravity values.
 CA0494
 CA0494;                    North         East    Units  Estimated Accuracy
 CA0494;SPC TX C     - 3,255,620.      819,080.      MT  (+/- 180 meters Scaled)
 CA0494
 CA0494                          SUPERSEDED SURVEY CONTROL
 CA0494
 CA0494  NGVD 29 (??/??/92)  460.99   (m)         1512.4    (f) COMPUTED    2 0
 CA0494
 CA0494.Superseded values are not recommended for survey control.
 CA0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0494.See file dsdata.txt to determine how the superseded data were derived.
 CA0494
 CA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA930367(NAD 83)
 CA0494_MARKER: DR = REFERENCE MARK DISK
 CA0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0494_STAMPING: PECAN 1944 NO. 1
 CA0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0494+STABILITY: SURFACE MOTION
 CA0494
 CA0494  HISTORY     - Date     Condition        Report By
 CA0494  HISTORY     - 1944     MONUMENTED       CGS
 CA0494
 CA0494                          STATION DESCRIPTION
 CA0494
 CA0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0494'3.1 MI NW FROM BYRDS.
 CA0494'3.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BYRDS, 30
 CA0494'FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT EAST OF THE FENCE LINE,
 CA0494'AND 102.6 FEET SOUTHWEST OF THE STATION.  A STANDARD TRIANGULATION
 CA0494'REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2062 ***********************************************************************
 CS2062  DESIGNATION -  PECAN RM 1
 CS2062  PID         -  CS2062
 CS2062  STATE/COUNTY-  TX/HILL
 CS2062  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2062
 CS2062                         *CURRENT SURVEY CONTROL
 CS2062  ___________________________________________________________________
 CS2062* NAD 83(1986)-  32 00 35.     (N)    097 04 27.     (W)     SCALED    
 CS2062* NAVD 88     -       239.565  (meters)     785.97   (feet)  ADJUSTED  
 CS2062  ___________________________________________________________________
 CS2062  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CS2062  DYNAMIC HT  -         239.270 (meters)     785.00  (feet)  COMP
 CS2062  MODELED GRAV-     979,403.3   (mgal)                       NAVD 88
 CS2062
 CS2062  VERT ORDER  -  FIRST     CLASS II
 CS2062
 CS2062.The horizontal coordinates were scaled from a topographic map and have
 CS2062.an estimated accuracy of +/- 6 seconds.
 CS2062
 CS2062.The orthometric height was determined by differential leveling
 CS2062.and adjusted by the National Geodetic Survey in June 1991..
 CS2062
 CS2062.The geoid height was determined by GEOID03.
 CS2062
 CS2062.The dynamic height is computed by dividing the NAVD 88
 CS2062.geopotential number by the normal gravity value computed on the
 CS2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2062.degrees latitude (g = 980.6199 gals.).
 CS2062
 CS2062.The modeled gravity was interpolated from observed gravity values.
 CS2062
 CS2062;                    North         East    Units  Estimated Accuracy
 CS2062;SPC TXNC     - 2,038,960.      734,720.      MT  (+/- 180 meters Scaled)
 CS2062
 CS2062                          SUPERSEDED SURVEY CONTROL
 CS2062
 CS2062.No superseded survey control is available for this station.
 CS2062
 CS2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA819431(NAD 83)
 CS2062_MARKER: DR = REFERENCE MARK DISK
 CS2062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2062_SP_SET: CULVERT
 CS2062_STAMPING: PECAN NO 1 1948
 CS2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2062
 CS2062  HISTORY     - Date     Condition        Report By
 CS2062  HISTORY     - 1948     MONUMENTED       CGS
 CS2062  HISTORY     - 1952     GOOD             NGS
 CS2062  HISTORY     - 1954     GOOD             NGS
 CS2062  HISTORY     - 1980     GOOD             NGS
 CS2062  HISTORY     - 1982     GOOD             NGS
 CS2062  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2062  HISTORY     - 19950715 GOOD             USPSQD
 CS2062
 CS2062                          STATION DESCRIPTION
 CS2062
 CS2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2062'3.8 MI E FROM HILLSBORO.
 CS2062'0.5 MILE SOUTH ALONG U.S. HIGHWAYS 81 AND 77 FROM THE POST OFFICE AT
 CS2062'HILLSBORO, THENCE 3.3 MILES EAST ALONG STATE HIGHWAYS 171 AND 22, AT
 CS2062'THE JUNCTION OF STATE HIGHWAYS 171 AND 22, 49 FEET SOUTHEAST OF THE
 CS2062'CENTER LINE OF STATE HIGHWAY 22, 20 FEET NORTHEAST OF THE CENTER LINE
 CS2062'OF A ROAD ON THE NORTHEAST SIDE OF THE TRIANGLE FORMED BY THE HIGHWAY
 CS2062'JUNCTION, 165.0 FEET NORTHEAST OF TRIANGULATION STATION PECAN 1948,
 CS2062'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 CS2062'CONCRETE CULVERT.
 CS2062
 CS2062                          STATION RECOVERY (1954)
 CS2062
 CS2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CS2062'RECOVERED IN GOOD CONDITION.
 CS2062
 CS2062                          STATION RECOVERY (1980)
 CS2062
 CS2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2062'0.8 KM. (0.5 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 CS2062'COURTHOUSE IN HILLSBORO, THENCE 5.3 KM. (3.3 MI.) EAST ALONG STATE
 CS2062'HIGHWAY 171, AT THE JUNCTION OF STATE HIGHWAY 22, IN THE TOP OF THE
 CS2062'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT UNDER
 CS2062'THE HIGHWAY, 14.9 M. (49.0 FT.) SOUTHEAST OF THE CENTERLINE OF STATE
 CS2062'HIGHWAY 22, 6.1 M. (20.0 FT.) NORTHEAST OF THE CENTERLINE OF A ROAD ON
 CS2062'THE NORTHEAST SIDE OF THE TRIANGLE FORMED BY THE HIGHWAY JUNCTION.
 CS2062'50.3 M. (165 FT.) NORTHEAST OF TRIANGULATION STATION PECAN.
 CS2062
 CS2062                          STATION RECOVERY (1982)
 CS2062
 CS2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CS2062'RECOVERED IN GOOD CONDITION.
 CS2062
 CS2062                          STATION RECOVERY (1995)
 CS2062
 CS2062'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2062'MARK NOT FOUND.
 CS2062
 CS2062                          STATION RECOVERY (1995)
 CS2062
 CS2062'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0492 ***********************************************************************
 CA0492  DESIGNATION -  PECAN RM 2
 CA0492  PID         -  CA0492
 CA0492  STATE/COUNTY-  TX/BROWN
 CA0492  USGS QUAD   -  BYRDS (1987)
 CA0492
 CA0492                         *CURRENT SURVEY CONTROL
 CA0492  ___________________________________________________________________
 CA0492* NAD 83(1986)-  31 57 59.     (N)    099 04 25.     (W)     SCALED    
 CA0492* NAVD 88     -       460.980  (meters)    1512.40   (feet)  ADJUSTED  
 CA0492  ___________________________________________________________________
 CA0492  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CA0492  DYNAMIC HT  -         460.383 (meters)    1510.44  (feet)  COMP
 CA0492  MODELED GRAV-     979,329.9   (mgal)                       NAVD 88
 CA0492
 CA0492  VERT ORDER  -  SECOND    CLASS 0
 CA0492
 CA0492.The horizontal coordinates were scaled from a topographic map and have
 CA0492.an estimated accuracy of +/- 6 seconds.
 CA0492
 CA0492.The orthometric height was determined by differential leveling
 CA0492.and adjusted by the National Geodetic Survey in June 1991..
 CA0492
 CA0492.The geoid height was determined by GEOID03.
 CA0492
 CA0492.The dynamic height is computed by dividing the NAVD 88
 CA0492.geopotential number by the normal gravity value computed on the
 CA0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0492.degrees latitude (g = 980.6199 gals.).
 CA0492
 CA0492.The modeled gravity was interpolated from observed gravity values.
 CA0492
 CA0492;                    North         East    Units  Estimated Accuracy
 CA0492;SPC TX C     - 3,255,620.      819,080.      MT  (+/- 180 meters Scaled)
 CA0492
 CA0492                          SUPERSEDED SURVEY CONTROL
 CA0492
 CA0492  NGVD 29 (??/??/92)  460.87   (m)         1512.0    (f) COMPUTED    2 0
 CA0492
 CA0492.Superseded values are not recommended for survey control.
 CA0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0492.See file dsdata.txt to determine how the superseded data were derived.
 CA0492
 CA0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA930367(NAD 83)
 CA0492_MARKER: DR = REFERENCE MARK DISK
 CA0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0492_STAMPING: PECAN 1944 NO. 2
 CA0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0492+STABILITY: SURFACE MOTION
 CA0492
 CA0492  HISTORY     - Date     Condition        Report By
 CA0492  HISTORY     - 1944     MONUMENTED       CGS
 CA0492
 CA0492                          STATION DESCRIPTION
 CA0492
 CA0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0492'3.1 MI NW FROM BYRDS.
 CA0492'3.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BYRDS, 30
 CA0492'FEET WEST OF THE CENTER OF THE GRADED DIRT ROAD, 1 FOOT EAST OF FENCE
 CA0492'LINE, AND 83.4 FEET NORTHWEST OF THE STATION.  A STANDARD
 CA0492'TRIANGULATION REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0609 ***********************************************************************
 CT0609  DESIGNATION -  PECK
 CT0609  PID         -  CT0609
 CT0609  STATE/COUNTY-  TX/CALLAHAN
 CT0609  USGS QUAD   -  OPLIN (1987)
 CT0609
 CT0609                         *CURRENT SURVEY CONTROL
 CT0609  ___________________________________________________________________
 CT0609* NAD 83(1993)-  32 09 45.82448(N)    099 33 09.68412(W)     ADJUSTED  
 CT0609* NAVD 88     -       616.336  (meters)    2022.10   (feet)  POSTED    
 CT0609  ___________________________________________________________________
 CT0609  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 CT0609  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CT0609  DYNAMIC HT  -         615.530 (meters)    2019.45  (feet)  COMP
 CT0609  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 CT0609
 CT0609  HORZ ORDER  -  SECOND
 CT0609  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0609
 CT0609.The horizontal coordinates were established by classical geodetic methods
 CT0609.and adjusted by the National Geodetic Survey in February 1996..
 CT0609
 CT0609.The orthometric height was determined by differential leveling
 CT0609.and adjusted by the National Geodetic Survey in 1992..
 CT0609.No vertical observational check was made to the station.
 CT0609.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0609.was located on a no-check spur therefore a value was not computed.
 CT0609
 CT0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0609
 CT0609.The geoid height was determined by GEOID03.
 CT0609
 CT0609.The dynamic height is computed by dividing the NAVD 88
 CT0609.geopotential number by the normal gravity value computed on the
 CT0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0609.degrees latitude (g = 980.6199 gals.).
 CT0609
 CT0609.The modeled gravity was interpolated from observed gravity values.
 CT0609
 CT0609;                    North         East     Units Scale Factor Converg.
 CT0609;SPC TXNC     - 2,055,507.416   500,706.554   MT  0.99999199   -0 34 26.9
 CT0609;SPC TXNC     - 6,743,777.25  1,642,734.75   sFT  0.99999199   -0 34 26.9
 CT0609;SPC TX C     - 3,276,981.386   773,640.661   MT  1.00008702   +0 24 07.5
 CT0609;SPC TX C     -10,751,229.76  2,538,186.07   sFT  1.00008702   +0 24 07.5
 CT0609;UTM  14      - 3,558,607.009   447,887.532   MT  0.99963349   -0 17 39.2
 CT0609
 CT0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0609!SPC TXNC     -   0.99990743  x   0.99999199  =   0.99989942
 CT0609!SPC TX C     -   0.99990743  x   1.00008702  =   0.99999444
 CT0609!UTM  14      -   0.99990743  x   0.99963349  =   0.99954095
 CT0609
 CT0609|---------------------------------------------------------------------|
 CT0609| PID    Reference Object                     Distance      Geod. Az  |
 CT0609|                                                           dddmmss.s |
 CT0609| CT0610 PECK RM 1                            17.981 METERS 08211     |
 CT0609| CT1122 RAY                                 APPROX. 1.3 KM 1101115.6 |
 CT0609| CT0611 PECK RM 2                            11.906 METERS 18143     |
 CT0609| CT0613 PECK AZ MK                                         2544831.2 |
 CT0609|---------------------------------------------------------------------|
 CT0609
 CT0609                          SUPERSEDED SURVEY CONTROL
 CT0609
 CT0609  NAD 83(1986)-  32 09 45.83135(N)    099 33 09.67142(W) AD(       ) 2
 CT0609  NAD 27      -  32 09 45.34580(N)    099 33 08.39850(W) AD(       ) 2
 CT0609  NGVD 29 (??/??/92)  616.18   (m)         2021.6    (f) COMPUTED    1 2
 CT0609
 CT0609.Superseded values are not recommended for survey control.
 CT0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0609.See file dsdata.txt to determine how the superseded data were derived.
 CT0609
 CT0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4788858607(NAD 83)
 CT0609_MARKER: DS = TRIANGULATION STATION DISK
 CT0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0609_STAMPING: PECK 1961
 CT0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0609+STABILITY: SURFACE MOTION
 CT0609
 CT0609  HISTORY     - Date     Condition        Report By
 CT0609  HISTORY     - 1961     MONUMENTED       CGS
 CT0609
 CT0609                          STATION DESCRIPTION
 CT0609
 CT0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0609'12.4 MI NE FROM LAWN.
 CT0609'12.0 MILES NORTHEAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT
 CT0609'LAWN, THENCE 0.4 MILE EAST ALONG A PAVED ROAD, 111 FEET NORTHEAST OF
 CT0609'THE NORTHEAST CORNER OF A METAL BUILDING, 59.0 FEET WEST OF R.M. 1,
 CT0609'39.1 FEET NORTH OF R.M. 2, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST
 CT0609'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 10 INCHES
 CT0609'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0613 ***********************************************************************
 CT0613  DESIGNATION -  PECK AZ MK
 CT0613  PID         -  CT0613
 CT0613  STATE/COUNTY-  TX/CALLAHAN
 CT0613  USGS QUAD   -  OPLIN (1987)
 CT0613
 CT0613                         *CURRENT SURVEY CONTROL
 CT0613  ___________________________________________________________________
 CT0613* NAD 83(1986)-  32 09 42.     (N)    099 33 27.     (W)     SCALED    
 CT0613* NAVD 88     -       619.922  (meters)    2033.86   (feet)  POSTED    
 CT0613  ___________________________________________________________________
 CT0613  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CT0613  DYNAMIC HT  -         619.110 (meters)    2031.20  (feet)  COMP
 CT0613  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 CT0613
 CT0613  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0613
 CT0613.The horizontal coordinates were scaled from a topographic map and have
 CT0613.an estimated accuracy of +/- 6 seconds.
 CT0613
 CT0613.The orthometric height was determined by differential leveling
 CT0613.and adjusted by the National Geodetic Survey in 1992..
 CT0613.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0613.rate of 1.1 thru 2.0 mm/km.
 CT0613
 CT0613.The geoid height was determined by GEOID03.
 CT0613
 CT0613.The dynamic height is computed by dividing the NAVD 88
 CT0613.geopotential number by the normal gravity value computed on the
 CT0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0613.degrees latitude (g = 980.6199 gals.).
 CT0613
 CT0613.The modeled gravity was interpolated from observed gravity values.
 CT0613
 CT0613;                    North         East    Units  Estimated Accuracy
 CT0613;SPC TXNC     - 2,055,390.      500,250.      MT  (+/- 180 meters Scaled)
 CT0613
 CT0613                          SUPERSEDED SURVEY CONTROL
 CT0613
 CT0613  NGVD 29 (??/??/92)  619.77   (m)         2033.4    (f) COMPUTED    1 2
 CT0613
 CT0613.Superseded values are not recommended for survey control.
 CT0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0613.See file dsdata.txt to determine how the superseded data were derived.
 CT0613
 CT0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA474584(NAD 83)
 CT0613_MARKER: DZ = AZIMUTH MARK DISK
 CT0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0613_STAMPING: PEEK 1961
 CT0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0613+STABILITY: SURFACE MOTION
 CT0613
 CT0613  HISTORY     - Date     Condition        Report By
 CT0613  HISTORY     - 1961     MONUMENTED       CGS
 CT0613  HISTORY     - 1967     GOOD             USGS
 CT0613
 CT0613                          STATION DESCRIPTION
 CT0613
 CT0613'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CT0613'12.9 MI E FROM LAWN.
 CT0613'12.9 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0613'94 FEET EAST OF THE CENTER LINE OF FARM ROAD 604, 48 FEET SOUTH OF THE
 CT0613'CENTER LINE OF THE SITE ROAD, 1 FOOT NORTH OF R.W. FENCE, 1.6 FEET
 CT0613'SOUTHEAST OF A METAL WITNESS POST WITH SIGN, LEVEL WITH THE SITE ROAD,
 CT0613'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 4 FEET IN THE GROUND AND
 CT0613'PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0610 ***********************************************************************
 CT0610  DESIGNATION -  PECK RM 1
 CT0610  PID         -  CT0610
 CT0610  STATE/COUNTY-  TX/CALLAHAN
 CT0610  USGS QUAD   -  OPLIN (1987)
 CT0610
 CT0610                         *CURRENT SURVEY CONTROL
 CT0610  ___________________________________________________________________
 CT0610* NAD 83(1986)-  32 09 42.     (N)    099 33 08.     (W)     SCALED    
 CT0610* NAVD 88     -       616.352  (meters)    2022.15   (feet)  POSTED    
 CT0610  ___________________________________________________________________
 CT0610  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CT0610  DYNAMIC HT  -         615.540 (meters)    2019.48  (feet)  COMP
 CT0610  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 CT0610
 CT0610  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0610
 CT0610.The horizontal coordinates were scaled from a topographic map and have
 CT0610.an estimated accuracy of +/- 6 seconds.
 CT0610
 CT0610.The orthometric height was determined by differential leveling
 CT0610.and adjusted by the National Geodetic Survey in 1992..
 CT0610.No vertical observational check was made to the station.
 CT0610.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0610.was located on a no-check spur therefore a value was not computed.
 CT0610
 CT0610.The geoid height was determined by GEOID03.
 CT0610
 CT0610.The dynamic height is computed by dividing the NAVD 88
 CT0610.geopotential number by the normal gravity value computed on the
 CT0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0610.degrees latitude (g = 980.6199 gals.).
 CT0610
 CT0610.The modeled gravity was interpolated from observed gravity values.
 CT0610
 CT0610;                    North         East    Units  Estimated Accuracy
 CT0610;SPC TXNC     - 2,055,390.      500,750.      MT  (+/- 180 meters Scaled)
 CT0610
 CT0610                          SUPERSEDED SURVEY CONTROL
 CT0610
 CT0610  NGVD 29 (??/??/92)  616.20   (m)         2021.6    (f) COMPUTED    1 2
 CT0610
 CT0610.Superseded values are not recommended for survey control.
 CT0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0610.See file dsdata.txt to determine how the superseded data were derived.
 CT0610
 CT0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA479584(NAD 83)
 CT0610_MARKER: DR = REFERENCE MARK DISK
 CT0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0610_STAMPING: PECK NO 1 1961
 CT0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0610+STABILITY: SURFACE MOTION
 CT0610
 CT0610  HISTORY     - Date     Condition        Report By
 CT0610  HISTORY     - 1961     MONUMENTED       CGS
 CT0610
 CT0610                          STATION DESCRIPTION
 CT0610
 CT0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0610'12.4 MI NE FROM LAWN.
 CT0610'12.0 MILES NORTHEAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT
 CT0610'LAWN, THENCE 0.4 MILE EAST ALONG A PAVED ROAD, 59.9 FEET EAST OF A
 CT0610'TRIANGULATION STATION, 49 FEET SOUTH OF A EAST-WEST FENCE, SET IN TOP
 CT0610'OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0611 ***********************************************************************
 CT0611  DESIGNATION -  PECK RM 2
 CT0611  PID         -  CT0611
 CT0611  STATE/COUNTY-  TX/CALLAHAN
 CT0611  USGS QUAD   -  OPLIN (1987)
 CT0611
 CT0611                         *CURRENT SURVEY CONTROL
 CT0611  ___________________________________________________________________
 CT0611* NAD 83(1986)-  32 09 42.     (N)    099 33 08.     (W)     SCALED    
 CT0611* NAVD 88     -       615.813  (meters)    2020.38   (feet)  POSTED    
 CT0611  ___________________________________________________________________
 CT0611  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CT0611  DYNAMIC HT  -         615.000 (meters)    2017.71  (feet)  COMP
 CT0611  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 CT0611
 CT0611  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0611
 CT0611.The horizontal coordinates were scaled from a topographic map and have
 CT0611.an estimated accuracy of +/- 6 seconds.
 CT0611
 CT0611.The orthometric height was determined by differential leveling
 CT0611.and adjusted by the National Geodetic Survey in 1992..
 CT0611.No vertical observational check was made to the station.
 CT0611.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0611.was located on a no-check spur therefore a value was not computed.
 CT0611
 CT0611.The geoid height was determined by GEOID03.
 CT0611
 CT0611.The dynamic height is computed by dividing the NAVD 88
 CT0611.geopotential number by the normal gravity value computed on the
 CT0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0611.degrees latitude (g = 980.6199 gals.).
 CT0611
 CT0611.The modeled gravity was interpolated from observed gravity values.
 CT0611
 CT0611;                    North         East    Units  Estimated Accuracy
 CT0611;SPC TXNC     - 2,055,390.      500,750.      MT  (+/- 180 meters Scaled)
 CT0611
 CT0611                          SUPERSEDED SURVEY CONTROL
 CT0611
 CT0611  NGVD 29 (??/??/92)  615.66   (m)         2019.9    (f) COMPUTED    1 2
 CT0611
 CT0611.Superseded values are not recommended for survey control.
 CT0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0611.See file dsdata.txt to determine how the superseded data were derived.
 CT0611
 CT0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA479584(NAD 83)
 CT0611_MARKER: DR = REFERENCE MARK DISK
 CT0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0611_STAMPING: PECK NO 2 1961
 CT0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0611+STABILITY: SURFACE MOTION
 CT0611
 CT0611  HISTORY     - Date     Condition        Report By
 CT0611  HISTORY     - 1961     MONUMENTED       CGS
 CT0611
 CT0611                          STATION DESCRIPTION
 CT0611
 CT0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0611'12.4 MI NE FROM LAWN.
 CT0611'12.0 MILES NORTHEAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT
 CT0611'LAWN, THENCE 0.4 MILE EAST ALONG A PAVED ROAD, 39.1 FEET SOUTH OF A
 CT0611'TRIANGULATION STATION, SET IN TOP OF A SQUARE CONCRETE POST FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0744 ***********************************************************************
 CC0744  DESIGNATION -  PECOS
 CC0744  PID         -  CC0744
 CC0744  STATE/COUNTY-  TX/UPTON
 CC0744  USGS QUAD   -  TABLE TOP MOUNTAIN (1972)
 CC0744
 CC0744                         *CURRENT SURVEY CONTROL
 CC0744  ___________________________________________________________________
 CC0744* NAD 83(1993)-  31 05 36.82601(N)    102 07 20.02307(W)     ADJUSTED  
 CC0744* NAVD 88     -       931.     (meters)    3054.     (feet)  SCALED    
 CC0744  ___________________________________________________________________
 CC0744  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CC0744  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CC0744
 CC0744  HORZ ORDER  -  THIRD
 CC0744
 CC0744.The horizontal coordinates were established by classical geodetic methods
 CC0744.and adjusted by the National Geodetic Survey in February 1996..
 CC0744
 CC0744.The orthometric height was scaled from a topographic map.
 CC0744
 CC0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0744
 CC0744.The geoid height was determined by GEOID03.
 CC0744
 CC0744;                    North         East     Units Scale Factor Converg.
 CC0744;SPC TX C     - 3,159,550.886   529,347.230   MT  0.99988303   -0 55 17.0
 CC0744;SPC TX C     -10,365,959.87  1,736,700.04   sFT  0.99988303   -0 55 17.0
 CC0744;UTM  13      - 3,443,533.288   774,515.145   MT  1.00052965   +1 29 13.6
 CC0744
 CC0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0744!SPC TX C     -   0.99985748  x   0.99988303  =   0.99974053
 CC0744!UTM  13      -   0.99985748  x   1.00052965  =   1.00038706
 CC0744
 CC0744:                Primary Azimuth Mark                     Grid Az
 CC0744:SPC TX C     -  KING 2                                   344 09 09.7
 CC0744:UTM  13      -  KING 2                                   341 44 39.1
 CC0744
 CC0744|---------------------------------------------------------------------|
 CC0744| PID    Reference Object                     Distance      Geod. Az  |
 CC0744|                                                           dddmmss.s |
 CC0744| CC0749 KING 2                              APPROX.10.6 KM 3431352.7 |
 CC0744|---------------------------------------------------------------------|
 CC0744
 CC0744                          SUPERSEDED SURVEY CONTROL
 CC0744
 CC0744  NAD 83(1986)-  31 05 36.83575(N)    102 07 20.01008(W) AD(       ) 3
 CC0744  NAD 27      -  31 05 36.29145(N)    102 07 18.52788(W) AD(       ) 3
 CC0744
 CC0744.Superseded values are not recommended for survey control.
 CC0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0744.See file dsdata.txt to determine how the superseded data were derived.
 CC0744
 CC0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ7451543533(NAD 83)
 CC0744_MARKER: DD = SURVEY DISK
 CC0744_SETTING: 80 = SET IN A BOULDER
 CC0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0744+STABILITY: SURFACE MOTION
 CC0744
 CC0744  HISTORY     - Date     Condition        Report By
 CC0744  HISTORY     - 1920     MONUMENTED       USGS
 CC0744
 CC0744                          STATION DESCRIPTION
 CC0744
 CC0744'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 CC0744'STATION IS LOCATED ABOUT 15 MI.E. AND A LITTLE N. OF GIRVIN, ON THE
 CC0744'MIDDLE PART OF THE FIRST BIG MESA E. OF GIRVIN, BETWEEN THE PECOS
 CC0744'RIVER AND THE KANSAS CITY, MEXICO AND ORIENT RAILROAD.  FROM THE
 CC0744'STATION THERE IS A CLEAR VIEW NE. AND THE TOWN OF RANKIN IS VISIBLE,
 CC0744'APPROXIMATELY N. 50 DEGREES E. AND APPEARS A FEW DEGREES TO THE LEFT
 CC0744'OF A SMALL HIGH ISOLATED MESA ABOUT 2 MI. DISTANT.
 CC0744'
 CC0744'THE STATION IS ON A LOW STONY RISE, THERE ARE TWO SMALL PILES OF
 CC0744'ROCKS AS WITNESS MARKS IN APPROXIMATE BEARINGS S., 49 DEGREES 10
 CC0744'MINUTES E. AND S. 69 DEGREES 40 MINUTES W., FROM STATION AND DISTANT
 CC0744'18.3 FT. AND 20.9 FT. RESPECTIVELY.
 CC0744'
 CC0744'STATION MARK - ALUMINUM TABLET SET IN THE TOP OF A BOULDER SET FLUSH
 CC0744'WITH THE GROUND.
 CC0744'
 CC0744'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0811 ***********************************************************************
 CC0811  DESIGNATION -  PECOS
 CC0811  PID         -  CC0811
 CC0811  STATE/COUNTY-  TX/REEVES
 CC0811  USGS QUAD   -  PECOS EAST (1981)
 CC0811
 CC0811                         *CURRENT SURVEY CONTROL
 CC0811  ___________________________________________________________________
 CC0811* NAD 83(1993)-  31 25 26.68049(N)    103 29 38.48105(W)     ADJUSTED  
 CC0811* NAVD 88     -       788.3    (meters)    2586.     (feet)  VERTCON   
 CC0811  ___________________________________________________________________
 CC0811  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 CC0811  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CC0811
 CC0811  HORZ ORDER  -  THIRD
 CC0811
 CC0811.The horizontal coordinates were established by classical geodetic methods
 CC0811.and adjusted by the National Geodetic Survey in February 1996..
 CC0811
 CC0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0811
 CC0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0811
 CC0811.The geoid height was determined by GEOID03.
 CC0811
 CC0811;                    North         East     Units Scale Factor Converg.
 CC0811;SPC TX C     - 3,199,088.881   399,552.634   MT  0.99990886   -1 37 40.6
 CC0811;SPC TX C     -10,495,677.44  1,310,865.60   sFT  0.99990886   -1 37 40.6
 CC0811;UTM  13      - 3,477,582.867   643,137.146   MT  0.99985270   +0 47 07.1
 CC0811
 CC0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0811!SPC TX C     -   0.99988009  x   0.99990886  =   0.99978897
 CC0811!UTM  13      -   0.99988009  x   0.99985270  =   0.99973281
 CC0811
 CC0811|---------------------------------------------------------------------|
 CC0811| PID    Reference Object                     Distance      Geod. Az  |
 CC0811|                                                           dddmmss.s |
 CC0811| CH9269 PECOS RM 2                           40.160 METERS 02304     |
 CC0811| CC0333 PECOS AZ MK                                        1485501.5 |
 CC0811| CH9268 PECOS RM 1                           45.495 METERS 25533     |
 CC0811| CC0809 PECOS WATER TANK                    400.634 METERS 3040633.0 |
 CC0811| CC0810 PECOS COURTHOUSE CUPOLA              24.026 METERS 31907     |
 CC0811|---------------------------------------------------------------------|
 CC0811
 CC0811                          SUPERSEDED SURVEY CONTROL
 CC0811
 CC0811  NAD 83(1986)-  31 25 26.68048(N)    103 29 38.47654(W) AD(       ) 3
 CC0811  NAD 27      -  31 25 26.19600(N)    103 29 36.85500(W) AD(       ) 3
 CC0811  NGVD 29 (07/19/86)  788.1    (m)         2586.     (f) VERT ANG       
 CC0811
 CC0811.Superseded values are not recommended for survey control.
 CC0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0811.See file dsdata.txt to determine how the superseded data were derived.
 CC0811
 CC0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ4313777583(NAD 83)
 CC0811_MARKER: DS = TRIANGULATION STATION DISK
 CC0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0811
 CC0811  HISTORY     - Date     Condition        Report By
 CC0811  HISTORY     - 1935     MONUMENTED       CGS
 CC0811  HISTORY     - 1937     GOOD             CGS
 CC0811  HISTORY     - 1946     GOOD             LOCENG
 CC0811  HISTORY     - 1949     SEE DESCRIPTION  CGS
 CC0811  HISTORY     - 1956     MARK NOT FOUND   CGS
 CC0811
 CC0811                          STATION DESCRIPTION
 CC0811
 CC0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0811'STATION IS IN THE YARD OF THE REEVES COUNTY COURTHOUSE IN
 CC0811'PECOS, 52.2 FEET S OF THE SE CORNER OF THE COURTHOUSE, 94.5
 CC0811'FEET SE OF THE SW CORNER OF THE COURTHOUSE, AND 34.1 FEET
 CC0811'W OF THE NW CORNER OF THE COUNTY JAIL.  THE MARK OCCUPIES
 CC0811'THE EXACT LOCATION OF A C. AND G.S. MAGNETIC STATION ESTABLISHED
 CC0811'IN 1901.  THE OLD MARK WAS A CROSS CUT IN THE TOP OF A
 CC0811'BOULDER AND WAS REMOVED WHEN THE NEW MARK WAS ESTABLISHED.
 CC0811'
 CC0811'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0811'BRONZE DISKS SET IN CONCRETE.
 CC0811'
 CC0811'REFERENCE MARK NO. 1 IS W OF THE STATION, 75.6 FEET SW OF THE
 CC0811'SW CORNER OF THE COURTHOUSE, 3 FEET E OF THE E EDGE OF THE
 CC0811'SIDEWALK, AND 14 FEET E OF THE CURB ON THE E SIDE OF THE
 CC0811'STREET.  THE MARK PROJECTS 4 INCHES.
 CC0811'
 CC0811'REFERENCE MARK NO. 2 IS NE OF THE STATION, 99.6 FEET N
 CC0811'OF THE NE CORNER OF THE COUNTY JAIL, 84.2 FEET E OF THE NE
 CC0811'CORNER OF THE COURTHOUSE, AND 54 FEET W OF THE CENTER OF THE
 CC0811'STREET E OF THE STATION.  THE MARK PROJECTS 4 INCHES.
 CC0811'
 CC0811'AZIMUTH MARK IS ABOUT 0.2 MILE S OF THE STATION.  IT IS 43-1/2
 CC0811'FEET E OF THE CENTER OF THE STREET, 25 FEET NW OF THE NW
 CC0811'CORNER OF A HOUSE, AND 95 FEET N OF THE CENTER OF AN E-W
 CC0811'STREET.  IT IS ACROSS THE STREET FROM THE ASSEMBLY OF GOD
 CC0811'CHURCH.  THE MARK PROJECTS 5 INCHES.
 CC0811'
 CC0811'A 50-FOOT TOWER WAS ERECTED.
 CC0811
 CC0811                          STATION RECOVERY (1937)
 CC0811
 CC0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CC0811'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND
 CC0811'IN GOOD CONDITION.  UNDERSTAND THAT AT THE PRESENT TIME THE
 CC0811'OLD COURTHOUSE IS BENG REMOVED AND A NEW BUILDING WILL BE
 CC0811'BUILT IN ITS PLACE.
 CC0811'
 CC0811'NOTE--THE MAGNETIC OBSERVATIONS WERE TAKEN ECCENTRICALLY FROM
 CC0811'THIS STATION.
 CC0811
 CC0811                          STATION RECOVERY (1946)
 CC0811
 CC0811'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (HM)
 CC0811'STATION RECOVERED BY GENERAL GEOPHYSICAL CO.
 CC0811'
 CC0811'STATION LOCATION IS NOW COVERED BY BLACK-TOP PAVING AROUND
 CC0811'THE NEW COURTHOUSE.  APPROXIMATE LOCATOIN OF STATION WAS
 CC0811'ESTABLISHED BY MEASURING FROM OLD COUNTY JAIL.  REFERENCE
 CC0811'MARK 1 WAS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK RECOVERED
 CC0811'IN GOOD CONDITION.
 CC0811
 CC0811                          STATION RECOVERY (1949)
 CC0811
 CC0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (AHC)
 CC0811'STATION SURFACE MARK IS COMPLETELY COVERED BY ASPHALT PARKING
 CC0811'AREA CONSTRUCTED DURING ERECTION OF NEW COURTHOUSE.  COUNTY
 CC0811'JAIL MENTIONED IN DESCRIPTION HAD BEEN COMPLETELY REMOVED.
 CC0811'
 CC0811'R.M. 1 RECOVERED APPARENTLY UNDISTURBED.
 CC0811'
 CC0811'AZIMUTH MARK RECOVERED AS DESCRIBED.
 CC0811
 CC0811                          STATION RECOVERY (1956)
 CC0811
 CC0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CC0811'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS COVERED BY
 CC0811'THE ASPHALT PAVEMENT OF THE PARKING AREA.
 CC0811'
 CC0811'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  A ROCK WALL
 CC0811'HAS BEEN BUILT AROUND THE COURTHOUSE AND THE MARK IS
 CC0811'PROBABLY UNDER A 2 TO 4 FOOT FILL.
 CC0811'
 CC0811'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  A ROCK WALL
 CC0811'HAS BEEN BUILT AROUND THE COURTHOUSE AND THE MARK IS PROBABLY
 CC0811'UNDER A 2 TO 4 FOOT FILL.
 CC0811'
 CC0811'AZIMUTH MARK IS AT PECOS, 0.2 MILE SOUTH OF THE COURTHOUSE,
 CC0811'AT THE INTERSECTION OF EAST EIGHTH STREET AND SOUTH CEDAR
 CC0811'STREET, 42 FT. EAST OF THE CENTER LINE OF SOUTH CEDAR ST.
 CC0811'91 FEET NORTH OF THE CENTER LINE OF EAST EIGHTH STREET, 104.4
 CC0811'FEET EAST OF THE NORTHEAST CORNER OF THE FIRST ASEMBLY OF
 CC0811'GOD CHURCH, 25.3 FEET NORTHWEST OF THE NORTHWEST OF THE
 CC0811'NORTHWEST CORNER OF A HOUSE, 11 FEET NORTH OF THE CENTER
 CC0811'LINE OF A PRIVATE DRIVEWAY, A REFERENCE MARK DISK SET IN
 CC0811'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 CC0811'THE GROUND, STAMPED PECOS 1935 AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0333 ***********************************************************************
 CC0333  DESIGNATION -  PECOS AZ MK
 CC0333  PID         -  CC0333
 CC0333  STATE/COUNTY-  TX/REEVES
 CC0333  USGS QUAD   -  PECOS EAST (1981)
 CC0333
 CC0333                         *CURRENT SURVEY CONTROL
 CC0333  ___________________________________________________________________
 CC0333* NAD 83(1986)-  31 25 16.     (N)    103 29 31.     (W)     SCALED    
 CC0333* NAVD 88     -       786.921  (meters)    2581.76   (feet)  POSTED    
 CC0333  ___________________________________________________________________
 CC0333  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CC0333  DYNAMIC HT  -         785.770 (meters)    2577.98  (feet)  COMP
 CC0333  MODELED GRAV-     979,155.8   (mgal)                       NAVD 88
 CC0333
 CC0333  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CC0333
 CC0333.The horizontal coordinates were scaled from a topographic map and have
 CC0333.an estimated accuracy of +/- 6 seconds.
 CC0333
 CC0333.The orthometric height was determined by differential leveling
 CC0333.and adjusted by the National Geodetic Survey in 1992..
 CC0333.No vertical observational check was made to the station.
 CC0333.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CC0333.was located on a no-check spur therefore a value was not computed.
 CC0333
 CC0333.The geoid height was determined by GEOID03.
 CC0333
 CC0333.The dynamic height is computed by dividing the NAVD 88
 CC0333.geopotential number by the normal gravity value computed on the
 CC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0333.degrees latitude (g = 980.6199 gals.).
 CC0333
 CC0333.The modeled gravity was interpolated from observed gravity values.
 CC0333
 CC0333;                    North         East    Units  Estimated Accuracy
 CC0333;SPC TX C     - 3,198,750.      399,740.      MT  (+/- 180 meters Scaled)
 CC0333
 CC0333                          SUPERSEDED SURVEY CONTROL
 CC0333
 CC0333  NGVD 29 (??/??/92)  786.86   (m)         2581.6    (f) COMPUTED    1 2
 CC0333
 CC0333.Superseded values are not recommended for survey control.
 CC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0333.See file dsdata.txt to determine how the superseded data were derived.
 CC0333
 CC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ433772(NAD 83)
 CC0333_MARKER: DZ = AZIMUTH MARK DISK
 CC0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0333_STAMPING: PECOS 1935 AZIMUTH
 CC0333_MARK LOGO: CGS   
 CC0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0333+STABILITY: SURFACE MOTION
 CC0333
 CC0333  HISTORY     - Date     Condition        Report By
 CC0333  HISTORY     - 1935     MONUMENTED       CGS
 CC0333  HISTORY     - 1956     GOOD             NGS
 CC0333  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 CC0333
 CC0333                          STATION DESCRIPTION
 CC0333
 CC0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0333'IN PECOS.
 CC0333'AT PECOS, 0.2 MILE SOUTH OF THE COURTHOUSE, AT THE INTERSECTION OF
 CC0333'EAST EIGHTH STREET AND SOUTH CEDAR STREET, 42 FEET EAST OF THE CENTER
 CC0333'LINE OF SOUTH CEDAR STREET, 91 FEET NORTH OF THE CENTER LINE OF EAST
 CC0333'EIGHTH STREET, 104.4 FEET EAST OF THE NORTHEAST CORNER OF THE FIRST
 CC0333'ASSEMBLY OF GOD CHURCH, 25.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CC0333'A HOUSE, 11 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, SET
 CC0333'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 CC0333'GROUND.
 CC0333
 CC0333                          STATION RECOVERY (2005)
 CC0333
 CC0333'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CC0333'GAS STATION WITH CONVENIENCE STORE AT THIS LOCATION.  CONCRETE FROM
 CC0333'BUILDING TO STREETS TO THE NORTH AND WEST.  MARK MAY BE UNDER THE
 CC0333'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0810 ***********************************************************************
 CC0810  DESIGNATION -  PECOS COURTHOUSE CUPOLA
 CC0810  PID         -  CC0810
 CC0810  STATE/COUNTY-  TX/REEVES
 CC0810  USGS QUAD   -  PECOS EAST (1981)
 CC0810
 CC0810                         *CURRENT SURVEY CONTROL
 CC0810  ___________________________________________________________________
 CC0810* NAD 83(1993)-  31 25 27.27027(N)    103 29 39.07649(W)     ADJUSTED  
 CC0810* NAVD 88     -                                                        
 CC0810  ___________________________________________________________________
 CC0810  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 CC0810  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CC0810
 CC0810  HORZ ORDER  -  THIRD
 CC0810
 CC0810.The horizontal coordinates were established by classical geodetic methods
 CC0810.and adjusted by the National Geodetic Survey in February 1996..
 CC0810
 CC0810
 CC0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0810
 CC0810.The geoid height was determined by GEOID03.
 CC0810
 CC0810;                    North         East     Units Scale Factor Converg.
 CC0810;SPC TX C     - 3,199,107.484   399,537.432   MT  0.99990888   -1 37 40.9
 CC0810;SPC TX C     -10,495,738.47  1,310,815.72   sFT  0.99990888   -1 37 40.9
 CC0810;UTM  13      - 3,477,600.812   643,121.175   MT  0.99985265   +0 47 06.8
 CC0810
 CC0810                          SUPERSEDED SURVEY CONTROL
 CC0810
 CC0810  NAD 83(1986)-  31 25 27.27115(N)    103 29 39.07228(W) AD(       ) 4
 CC0810  NAD 27      -  31 25 26.78800(N)    103 29 37.45300(W) AD(       ) 3
 CC0810
 CC0810.Superseded values are not recommended for survey control.
 CC0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0810.See file dsdata.txt to determine how the superseded data were derived.
 CC0810
 CC0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ4312177601(NAD 83)
 CC0810_MARKER: 86 = CUPOLA
 CC0810
 CC0810  HISTORY     - Date     Condition        Report By
 CC0810  HISTORY     - 1909     FIRST OBSERVED   CGS
 CC0810  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 CC0810
 CC0810                          STATION DESCRIPTION
 CC0810
 CC0810'DESCRIBED BY US POWER SQUADRON 2005 (BJK)
 CC0810'1937 RECOVERY REMARK IS CORRECT, A NEW COURTHOUSE HAS BEEN BUILT.  IT
 CC0810'DOES NOT HAVE A CUPOLA.
 CC0810' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0809 ***********************************************************************
 CC0809  DESIGNATION -  PECOS WATER TANK
 CC0809  PID         -  CC0809
 CC0809  STATE/COUNTY-  TX/REEVES
 CC0809  USGS QUAD   -  PECOS EAST (1981)
 CC0809
 CC0809                         *CURRENT SURVEY CONTROL
 CC0809  ___________________________________________________________________
 CC0809* NAD 83(1993)-  31 25 33.97482(N)    103 29 51.04106(W)     ADJUSTED  
 CC0809* NAVD 88     -                                                        
 CC0809  ___________________________________________________________________
 CC0809  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CC0809  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 CC0809
 CC0809  HORZ ORDER  -  THIRD
 CC0809
 CC0809.The horizontal coordinates were established by classical geodetic methods
 CC0809.and adjusted by the National Geodetic Survey in February 1996..
 CC0809
 CC0809
 CC0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0809
 CC0809.The geoid height was determined by GEOID03.
 CC0809
 CC0809;                    North         East     Units Scale Factor Converg.
 CC0809;SPC TX C     - 3,199,322.857   399,227.467   MT  0.99990912   -1 37 47.1
 CC0809;SPC TX C     -10,496,445.07  1,309,798.78   sFT  0.99990912   -1 37 47.1
 CC0809;UTM  13      - 3,477,802.931   642,802.434   MT  0.99985152   +0 47 00.7
 CC0809
 CC0809                          SUPERSEDED SURVEY CONTROL
 CC0809
 CC0809  NAD 83(1986)-  31 25 33.97568(N)    103 29 51.03702(W) AD(       ) 4
 CC0809  NAD 27      -  31 25 33.49100(N)    103 29 49.41500(W) AD(       ) 3
 CC0809
 CC0809.Superseded values are not recommended for survey control.
 CC0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0809.See file dsdata.txt to determine how the superseded data were derived.
 CC0809
 CC0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ4280277803(NAD 83)
 CC0809_MARKER: 51 = TANK
 CC0809
 CC0809  HISTORY     - Date     Condition        Report By
 CC0809  HISTORY     - 1935     FIRST OBSERVED   CGS
 CC0809  HISTORY     - 1945     GOOD             CGS
 CC0809  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 CC0809
 CC0809                          STATION DESCRIPTION
 CC0809
 CC0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0809'STATION RECOVERED.  DESCRIPTION FOLLOWS--
 CC0809'
 CC0809'STATION IS LOCATED IN THE CITY OF PECOS, ON N SIDE OF WEST
 CC0809'SECOND STREET, JUST W OF NORTH CYPRESS STREET.
 CC0809
 CC0809                          STATION RECOVERY (2005)
 CC0809
 CC0809'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CC0809'THIS IS A VACANT LOT.  NO EVIDENCE OF A TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0857 ***********************************************************************
 CC0857  PACS        -  This is a Primary Airport Control Station.
 CC0857  DESIGNATION -  PECOSPORT
 CC0857  PID         -  CC0857
 CC0857  STATE/COUNTY-  TX/REEVES
 CC0857  USGS QUAD   -  PECOS WEST (1981)
 CC0857
 CC0857                         *CURRENT SURVEY CONTROL
 CC0857  ___________________________________________________________________
 CC0857* NAD 83(1993)-  31 23 10.83731(N)    103 30 37.75105(W)     ADJUSTED  
 CC0857* NAVD 88     -       793.68   (meters)    2603.9    (feet)  GPS OBS   
 CC0857  ___________________________________________________________________
 CC0857  X           -  -1,273,355.183 (meters)                     COMP
 CC0857  Y           -  -5,299,632.864 (meters)                     COMP
 CC0857  Z           -   3,302,936.237 (meters)                     COMP
 CC0857  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 CC0857  ELLIP HEIGHT-         769.22  (meters)          (10/24/00) GPS OBS
 CC0857  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CC0857
 CC0857  HORZ ORDER  -  B
 CC0857  ELLP ORDER  -  FOURTH    CLASS II
 CC0857
 CC0857.This mark is at Pecos Muni (PEQ) Airport (PEQ)
 CC0857
 CC0857.The horizontal coordinates were established by GPS observations
 CC0857.and adjusted by the National Geodetic Survey in September 1996..
 CC0857
 CC0857.The orthometric height was determined by GPS observations and a
 CC0857.high-resolution geoid model.
 CC0857
 CC0857.GPS derived orthometric heights for airport stations designated as
 CC0857.PACS or SACS are published to 2 decimal places.  This maintains
 CC0857.centimeter relative accuracy between the PACS and SACS.  It does
 CC0857.not indicate centimeter accuracy relative to other marks which are
 CC0857.part of the NAVD 88 network.
 CC0857
 CC0857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0857
 CC0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0857
 CC0857.The ellipsoidal height was determined by GPS observations
 CC0857.and is referenced to NAD 83.
 CC0857
 CC0857.The geoid height was determined by GEOID03.
 CC0857
 CC0857;                    North         East     Units Scale Factor Converg.
 CC0857;SPC TX C     - 3,194,951.725   397,868.574   MT  0.99990423   -1 38 11.1
 CC0857;SPC TX C     -10,482,104.12  1,305,340.48   sFT  0.99990423   -1 38 11.1
 CC0857;UTM  13      - 3,473,378.720   641,628.832   MT  0.99984741   +0 46 33.2
 CC0857
 CC0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0857!SPC TX C     -   0.99987923  x   0.99990423  =   0.99978347
 CC0857!UTM  13      -   0.99987923  x   0.99984741  =   0.99972665
 CC0857
 CC0857:                Primary Azimuth Mark                     Grid Az
 CC0857:SPC TX C     -  PECOSPORT AZ MK                          147 59 45.2
 CC0857:UTM  13      -  PECOSPORT AZ MK                          145 35 00.9
 CC0857
 CC0857|---------------------------------------------------------------------|
 CC0857| PID    Reference Object                     Distance      Geod. Az  |
 CC0857|                                                           dddmmss.s |
 CC0857| CC0858 PECOSPORT AZ MK                     APPROX. 0.6 KM 1462134.1 |
 CC0857| CC0603 Z 1397                              407.412 METERS 3492218.7 |
 CC0857|---------------------------------------------------------------------|
 CC0857
 CC0857                          SUPERSEDED SURVEY CONTROL
 CC0857
 CC0857  ELLIP H (09/09/96)  769.27   (m)                       GP(       ) 1 2
 CC0857  NAD 83(1993)-  31 23 10.83621(N)    103 30 37.75215(W) AD(       ) 3
 CC0857  ELLIP H (02/16/96)  769.16   (m)                       GP(       ) 5 1
 CC0857  ELLIP H (12/21/93)  769.12   (m)                       GP(       ) 4 1
 CC0857  NAD 83(1986)-  31 23 10.83653(N)    103 30 37.74662(W) AD(       ) 3
 CC0857  NGVD 29 (10/23/89)  793.2    (m)         2602.     (f) GPS OBS        
 CC0857
 CC0857.Superseded values are not recommended for survey control.
 CC0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0857.See file dsdata.txt to determine how the superseded data were derived.
 CC0857
 CC0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ4162973379(NAD 83)
 CC0857_MARKER: I = METAL ROD
 CC0857_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CC0857_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CC0857_STAMPING: PECOSPORT 1989
 CC0857_MARK LOGO: NGS   
 CC0857_PROJECTION: FLUSH
 CC0857_MAGNETIC: I = MARKER IS A STEEL ROD
 CC0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0857+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 CC0857_ROD/PIPE-DEPTH: 8.59 meters
 CC0857_SLEEVE-DEPTH  : 1.0 meters
 CC0857
 CC0857  HISTORY     - Date     Condition        Report By
 CC0857  HISTORY     - 1989     MONUMENTED       NGS
 CC0857  HISTORY     - 19910305 GOOD             NGS
 CC0857  HISTORY     - 19950605 GOOD             NGS
 CC0857  HISTORY     - 19991216 GOOD             NGS
 CC0857
 CC0857                          STATION DESCRIPTION
 CC0857
 CC0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CC0857'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF PECOS, AT THE
 CC0857'PECOS MUNICIPAL AIRPORT, ALONG A TAXI PARALLEL TO RUNWAY 13-31, AT THE
 CC0857'JUNCTION OF TAXIS C AND E.  OWNERSHIP--ISABELLE DE BROUWER, PECOS
 CC0857'MUNICIPAL AIRPORT, PECOS, TEXAS 79772.  TELEPHONE 915-447-2488.
 CC0857'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CC0857'COUNTRY CLUB DRIVE (EXIT 40) IN PECOS, GO SOUTH ON A PAVED ROAD FOR
 CC0857'1.02 KM (0.65 MI) TO THE ROAD END AT THE TERMINAL BUILDING AND AN
 CC0857'AUTOMATIC GATE ON THE LEFT.  PASS THROUGH THE GATE AND CROSS THE
 CC0857'TARMAC FOR 0.11 KM (0.05 MI) TO TAXI E.  TURN LEFT AND GO SOUTHEAST ON
 CC0857'TAXI E FOR 0.39 KM (0.25 MI) TO TAXI C ON THE RIGHT AND THE STATION,
 CC0857'IN THE SOUTH ANGLE OF THE TAXI JUNCTION.
 CC0857'THE STATION IS 19.0 M (62.3 FT) SOUTHEAST OF THE CENTERLINE OF TAXI C,
 CC0857'15.5 M (50.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF TAXI E, 3.8 M
 CC0857'(12.5 FT) SOUTH OF A SMALL SIGN POST, AND 0.6 M (2.0 FT) NORTHWEST OF
 CC0857'A WITNESS POST.
 CC0857'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0857'DESCIBED BY R.D.B.
 CC0857
 CC0857                          STATION RECOVERY (1991)
 CC0857
 CC0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CC0857'RECOVERED IN GOOD CONDITION.
 CC0857
 CC0857                          STATION RECOVERY (1995)
 CC0857
 CC0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 CC0857'RECOVERED AS DESCRIBED.
 CC0857
 CC0857                          STATION RECOVERY (1999)
 CC0857
 CC0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WEH)
 CC0857'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0858 ***********************************************************************
 CC0858  SACS        -  This is a Secondary Airport Control Station.
 CC0858  DESIGNATION -  PECOSPORT AZ MK
 CC0858  PID         -  CC0858
 CC0858  STATE/COUNTY-  TX/REEVES
 CC0858  USGS QUAD   -  PECOS WEST (1981)
 CC0858
 CC0858                         *CURRENT SURVEY CONTROL
 CC0858  ___________________________________________________________________
 CC0858* NAD 83(1993)-  31 22 53.32652(N)    103 30 24.16939(W)     ADJUSTED  
 CC0858* NAVD 88     -       792.72   (meters)    2600.8    (feet)  GPS OBS   
 CC0858  ___________________________________________________________________
 CC0858  X           -  -1,273,071.642 (meters)                     COMP
 CC0858  Y           -  -5,299,989.049 (meters)                     COMP
 CC0858  Z           -   3,302,475.287 (meters)                     COMP
 CC0858  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 CC0858  ELLIP HEIGHT-         768.29  (meters)          (01/14/01) GPS OBS
 CC0858  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CC0858
 CC0858  HORZ ORDER  -  FIRST
 CC0858  ELLP ORDER  -  FOURTH    CLASS II
 CC0858
 CC0858.This mark is at Pecos Muni (PEQ) Airport (PEQ)
 CC0858
 CC0858.The horizontal coordinates were established by GPS observations
 CC0858.and adjusted by the National Geodetic Survey in July 1997..
 CC0858
 CC0858.The orthometric height was determined by GPS observations and a
 CC0858.high-resolution geoid model.
 CC0858
 CC0858.GPS derived orthometric heights for airport stations designated as
 CC0858.PACS or SACS are published to 2 decimal places.  This maintains
 CC0858.centimeter relative accuracy between the PACS and SACS.  It does
 CC0858.not indicate centimeter accuracy relative to other marks which are
 CC0858.part of the NAVD 88 network.
 CC0858
 CC0858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0858
 CC0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0858
 CC0858.The ellipsoidal height was determined by GPS observations
 CC0858.and is referenced to NAD 83.
 CC0858
 CC0858.The geoid height was determined by GEOID03.
 CC0858
 CC0858;                    North         East     Units Scale Factor Converg.
 CC0858;SPC TX C     - 3,194,402.442   398,211.859   MT  0.99990367   -1 38 04.1
 CC0858;SPC TX C     -10,480,302.01  1,306,466.74   sFT  0.99990367   -1 38 04.1
 CC0858;UTM  13      - 3,472,844.402   641,994.911   MT  0.99984869   +0 46 39.8
 CC0858
 CC0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0858!SPC TX C     -   0.99987937  x   0.99990367  =   0.99978305
 CC0858!UTM  13      -   0.99987937  x   0.99984869  =   0.99972808
 CC0858
 CC0858:                Primary Azimuth Mark                     Grid Az
 CC0858:SPC TX C     -  PECOSPORT                                327 59 45.3
 CC0858:UTM  13      -  PECOSPORT                                325 35 01.4
 CC0858
 CC0858|---------------------------------------------------------------------|
 CC0858| PID    Reference Object                     Distance      Geod. Az  |
 CC0858|                                                           dddmmss.s |
 CC0858| CC0857 PECOSPORT                           APPROX. 0.6 KM 3262141.2 |
 CC0858|---------------------------------------------------------------------|
 CC0858
 CC0858                          SUPERSEDED SURVEY CONTROL
 CC0858
 CC0858  ELLIP H (07/08/97)  768.33   (m)                       GP(       ) 4 2
 CC0858  NAD 83(1993)-  31 22 53.32626(N)    103 30 24.17019(W) AD(       ) 3
 CC0858  ELLIP H (02/16/96)  768.21   (m)                       GP(       ) 5 1
 CC0858  ELLIP H (12/21/93)  768.07   (m)                       GP(       ) 4 1
 CC0858  NAD 83(1986)-  31 22 53.32657(N)    103 30 24.16480(W) AD(       ) 3
 CC0858  NGVD 29 (10/23/89)  792.1    (m)         2599.     (f) GPS OBS        
 CC0858
 CC0858.Superseded values are not recommended for survey control.
 CC0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0858.See file dsdata.txt to determine how the superseded data were derived.
 CC0858
 CC0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ4199572844(NAD 83)
 CC0858_MARKER: I = METAL ROD
 CC0858_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CC0858_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CC0858_STAMPING: PECOSPORT AZ MK 1989
 CC0858_MARK LOGO: NGS   
 CC0858_PROJECTION: FLUSH
 CC0858_MAGNETIC: I = MARKER IS A STEEL ROD
 CC0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0858+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1995
 CC0858_ROD/PIPE-DEPTH: 3.16 meters
 CC0858_SLEEVE-DEPTH  : 0.9 meters
 CC0858
 CC0858  HISTORY     - Date     Condition        Report By
 CC0858  HISTORY     - 1989     MONUMENTED       NGS
 CC0858  HISTORY     - 19910305 GOOD             NGS
 CC0858  HISTORY     - 19950509 GOOD             NGS
 CC0858
 CC0858                          STATION DESCRIPTION
 CC0858
 CC0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CC0858'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF PECOS, AT THE
 CC0858'PECOS MUNICIPAL AIRPORT, ALONG A TAXI PARALLEL TO RUNWAY 13-31, AT THE
 CC0858'JUNCTION OF TAXIS D AND E.  OWNERSHIP--ISABELLE DE BROUWER, PECOS
 CC0858'MUNICIPAL AIRPORT, PECOS, TEXAS 79772.  TELEPHONE 915-447-2488.
 CC0858'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CC0858'COUNTRY CLUB DRIVE (EXIT 40) IN PECOS, GO SOUTH ON A PAVED ROAD FOR
 CC0858'1.02 KM (0.65 MI) TO THE ROAD END AT THE TERMINAL BUILDING AND AN
 CC0858'AUTOMATIC GATE ON THE LEFT.  PASS THROUGH THE GATE AND CROSS THE
 CC0858'TARMAC FOR 0.11 KM (0.05 MI) TO TAXI E.  TURN LEFT AND GO SOUTHEAST ON
 CC0858'TAXI E FOR 1.45 KM (0.90 MI) TO TAXI D AND THE STATION ON THE RIGHT.
 CC0858'THE STATION IS 17.8 M (58.4 FT) NORTHWEST OF THE CENTERLINE OF TAXI D,
 CC0858'17.4 M (57.1 FT) SOUTHWEST OF THE CENTERLINE OF TAXI E, 10.0 M
 CC0858'(32.8 FT) WEST OF THE CURVED PAVEMENT OF THE JUNCTION OF THE TAXIS,
 CC0858'AND 0.85 M (2.8 FT) NORTHEAST OF A WITNESS POST.
 CC0858'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0858'DESCRIBED BY R.D.B.
 CC0858
 CC0858                          STATION RECOVERY (1991)
 CC0858
 CC0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CC0858'RECOVERED IN GOOD CONDITION.
 CC0858
 CC0858                          STATION RECOVERY (1995)
 CC0858
 CC0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CC0858'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF PECOS, ON THE
 CC0858'PECOS MUNICIPAL AIRPORT, AT THE JUNCTION OF TAXI E AND CONNECTOR D.
 CC0858'OWNERSHIP--CITY OF PECOS, BOX 929, PECOS TX 79772.  THE AIRPORT
 CC0858'MANAGER IS ISABELLE BLANCHARD, PHONE 915 447-2488.  TO REACH THE
 CC0858'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND COUNTRY CLUB
 CC0858'DRIVE (EXIT 40) IN PECOS, GO SOUTHERLY 1.02 KM (0.65 MI) ALONG A PAVED
 CC0858'ROAD TO THE AIRPORT OFFICE AND AUTOMATIC GATE ON THE LEFT, PASS
 CC0858'THROUGH THE GATE, AND TURN LEFT, SOUTH, GO 1.06 KM (0.65 MI) ACROSS
 CC0858'APRON TO TAXI E AND ON SOUTHEAST TO CONNECTOR D AND THE STATION ON THE
 CC0858'RIGHT.  THE STATION IS 17.1 M (56.1 FT) NORTHWEST OF THE CENTERLINE OF
 CC0858'CONNECTOR C, 17.4 M (57.1 FT) SOUTHWEST OF TAXI E CENTERLINE, 0.9 M
 CC0858'(3.0 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 CC0858'LEVEL OF THE CONNECTOR.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 CC0858'5-INCH LOGO CAP.  THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3850 ***********************************************************************
 AW3850  DESIGNATION -  PEDEN RM 1
 AW3850  PID         -  AW3850
 AW3850  STATE/COUNTY-  TX/HARRIS
 AW3850  USGS QUAD   -  LEAGUE CITY (1995)
 AW3850
 AW3850                         *CURRENT SURVEY CONTROL
 AW3850  ___________________________________________________________________
 AW3850* NAD 83(1986)-  29 33 51.     (N)    095 02 58.     (W)     SCALED    
 AW3850* NAVD 88     -         4.54   (+/-2cm)      14.9    (feet)  VERTCON   
 AW3850  ___________________________________________________________________
 AW3850  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW3850
 AW3850  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3850
 AW3850.The horizontal coordinates were scaled from a topographic map and have
 AW3850.an estimated accuracy of +/- 6 seconds.
 AW3850
 AW3850.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3850.The vertical order pertains to the NGVD 29 superseded value.
 AW3850
 AW3850.The geoid height was determined by GEOID03.
 AW3850
 AW3850;                    North         East    Units  Estimated Accuracy
 AW3850;SPC TXSC     - 4,198,290.      982,710.      MT  (+/- 180 meters Scaled)
 AW3850
 AW3850                          SUPERSEDED SURVEY CONTROL
 AW3850
 AW3850  NGVD 29 (??/??/92)    4.536  (m)           14.88   (f) ADJ UNCH    1 2
 AW3850
 AW3850.Superseded values are not recommended for survey control.
 AW3850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3850.See file dsdata.txt to determine how the superseded data were derived.
 AW3850
 AW3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN014722(NAD 83)
 AW3850_MARKER: DR = REFERENCE MARK DISK
 AW3850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3850_STAMPING: PEDEN NO 1 1931
 AW3850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3850+STABILITY: SURFACE MOTION
 AW3850
 AW3850  HISTORY     - Date     Condition        Report By
 AW3850  HISTORY     - 1931     MONUMENTED       CGS
 AW3850  HISTORY     - 1958     GOOD             NGS
 AW3850  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3850  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3850  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW3850  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW3850
 AW3850                          STATION DESCRIPTION
 AW3850
 AW3850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW3850'1.7 MI NE FROM SEABROOK.
 AW3850'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 146 FROM THE NEW FIRST
 AW3850'METHODIST CHURCH AT SEABROOK, THENCE ABOUT 1.55 MILES WEST ALONG FARM
 AW3850'ROAD 528, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 77.7 FEET
 AW3850'SOUTH-SOUTHEAST OF TRIANGULATION STATION PEDEN 1931, 97 FEET EAST OF
 AW3850'THE CENTER LINE OF A PRIVATE DRIVEWAY, 28 1/2 FEET EAST OF A T FENCE
 AW3850'CORNER, 5 INCHES NORTH OF A FENCE, AND IN THE TOP OF A CONCRETE POST
 AW3850'PROJECTING 5 INCHES.
 AW3850
 AW3850                          STATION RECOVERY (1964)
 AW3850
 AW3850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3850'MARK NOT FOUND.
 AW3850
 AW3850                          STATION RECOVERY (1990)
 AW3850
 AW3850'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW3850'MARK NOT FOUND.
 AW3850
 AW3850                          STATION RECOVERY (1994)
 AW3850
 AW3850'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3850'MARK NOT FOUND.
 AW3850
 AW3850                          STATION RECOVERY (2005)
 AW3850
 AW3850'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0396 ***********************************************************************
 AE0396  DESIGNATION -  PEDRO
 AE0396  PID         -  AE0396
 AE0396  STATE/COUNTY-  TX/HIDALGO
 AE0396  USGS QUAD   -  LA JOYA (1982)
 AE0396
 AE0396                         *CURRENT SURVEY CONTROL
 AE0396  ___________________________________________________________________
 AE0396* NAD 83(1993)-  26 14 38.11907(N)    098 28 59.90527(W)     ADJUSTED  
 AE0396* NAVD 88     -        52.176  (meters)     171.18   (feet)  ADJUSTED  
 AE0396  ___________________________________________________________________
 AE0396  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AE0396  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0396  DYNAMIC HT  -          52.089 (meters)     170.90  (feet)  COMP
 AE0396  MODELED GRAV-     978,987.8   (mgal)                       NAVD 88
 AE0396
 AE0396  HORZ ORDER  -  FIRST
 AE0396  VERT ORDER  -  FIRST     CLASS II
 AE0396
 AE0396.The horizontal coordinates were established by classical geodetic methods
 AE0396.and adjusted by the National Geodetic Survey in February 1996..
 AE0396
 AE0396.The orthometric height was determined by differential leveling
 AE0396.and adjusted by the National Geodetic Survey in June 1991..
 AE0396.WARNING-Repeat measurements at this control monument indicate possible
 AE0396.vertical movement.
 AE0396
 AE0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0396
 AE0396.The geoid height was determined by GEOID03.
 AE0396
 AE0396.The dynamic height is computed by dividing the NAVD 88
 AE0396.geopotential number by the normal gravity value computed on the
 AE0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0396.degrees latitude (g = 980.6199 gals.).
 AE0396
 AE0396.The modeled gravity was interpolated from observed gravity values.
 AE0396
 AE0396;                    North         East     Units Scale Factor Converg.
 AE0396;SPC TX S     - 5,063,956.775   301,667.766   MT  0.99998144   +0 00 27.3
 AE0396;SPC TX S     -16,613,998.19    989,721.66   sFT  0.99998144   +0 00 27.3
 AE0396;UTM  14      - 2,902,800.000   551,602.602   MT  0.99963288   +0 13 42.5
 AE0396
 AE0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0396!SPC TX S     -   0.99999557  x   0.99998144  =   0.99997701
 AE0396!UTM  14      -   0.99999557  x   0.99963288  =   0.99962845
 AE0396
 AE0396:                Primary Azimuth Mark                     Grid Az
 AE0396:SPC TX S     -  CAPATOSA RANCH SW WINDMILL               055 11 21.0
 AE0396:UTM  14      -  CAPATOSA RANCH SW WINDMILL               054 58 05.8
 AE0396
 AE0396|---------------------------------------------------------------------|
 AE0396| PID    Reference Object                     Distance      Geod. Az  |
 AE0396|                                                           dddmmss.s |
 AE0396| AE1580 CAPATOSA RANCH SW WINDMILL          APPROX. 6.5 KM 0551148.3 |
 AE0396| AE1581 CAPATOSA RANCH NE WINDMILL          APPROX. 6.5 KM 0551431.6 |
 AE0396| CV2780 PEDRO RM                             17.770 METERS 28751     |
 AE0396| AE0655 FORDYCE                             APPROX.11.2 KM 3012931.6 |
 AE0396|---------------------------------------------------------------------|
 AE0396
 AE0396                          SUPERSEDED SURVEY CONTROL
 AE0396
 AE0396  NAD 83(1986)-  26 14 38.12451(N)    098 28 59.86847(W) AD(       ) 1
 AE0396  NAD 27      -  26 14 36.86462(N)    098 28 58.79464(W) AD(       ) 1
 AE0396  NGVD 29 (07/19/86)   52.33   (m)          171.7    (f) LEVELING    3  
 AE0396
 AE0396.Superseded values are not recommended for survey control.
 AE0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0396.See file dsdata.txt to determine how the superseded data were derived.
 AE0396
 AE0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5160302800(NAD 83)
 AE0396_MARKER: DS = TRIANGULATION STATION DISK
 AE0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0396_STAMPING: PEDRO 1917 171.60
 AE0396_MARK LOGO: CGS   
 AE0396_PROJECTION: RECESSED 1 CENTIMETERS
 AE0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0396+STABILITY: SURFACE MOTION
 AE0396
 AE0396  HISTORY     - Date     Condition        Report By
 AE0396  HISTORY     - 1917     MONUMENTED       CGS
 AE0396  HISTORY     - 1943     GOOD             NGS
 AE0396  HISTORY     - 1949     GOOD             CGS
 AE0396  HISTORY     - 1960     GOOD             CGS
 AE0396  HISTORY     - 1962     GOOD             USGS
 AE0396  HISTORY     - 1965     GOOD             USGS
 AE0396  HISTORY     - 1981     GOOD             NGS
 AE0396
 AE0396                          STATION DESCRIPTION
 AE0396
 AE0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE0396'STATION IS ABOUT 3 MILES E OF SAMFORDYCE, 1 MILE N OF THE
 AE0396'MISSION-RIOGRANDE WAGON ROAD, ON THE HILL AT THE N EDGE OF
 AE0396'THE MEXICAN VILLAGE OF TABASCO, AND AT THE N END OF A SMALL
 AE0396'UNFENCED CEMETERY, 21 METERS (69 FEET) E OF THE CENTER OF THE
 AE0396'MAIN WAGON ROAD RUNNING N FROM THE VILLAGE, 14 METERS (46 FEET)
 AE0396'N AND 2 METERS (7 FEET) E OF THE MONUMENT MARKING THE GRAVE OF
 AE0396'IGNACIO TREVINO.
 AE0396'
 AE0396'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF CONCRETE.
 AE0396'
 AE0396'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE0396'
 AE0396'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE0396'CONCRETE, 17.77 METERS (58.3 FEET) FROM THE STATION N 72 DEG 09 MIN W.
 AE0396'
 AE0396'IN 1927 THE STATION WAS RECOVERED AS DESCRIBED.
 AE0396'
 AE0396'SURFACE MARK IS IDENTICAL WITH B.M. J 60, ELEVATION 171.725 FEET.
 AE0396'
 AE0396'REFERENCE MARK IS IDENTICAL WITH B.M. K 60, ELEVATION 171.824
 AE0396'FEET.
 AE0396
 AE0396                          STATION RECOVERY (1943)
 AE0396
 AE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AE0396'0.4 MI SW FROM LA JOYA.
 AE0396'STATION IS ABOUT 0.7 MILE NORTH OF THE MISSOURI PACIFIC RAILROAD,
 AE0396'ABOUT 260.0 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, AND IN THE
 AE0396'NORTHWEST CORNER OF THE OLD CEMETERY.  IT IS 63.0 FEET EAST OF THE
 AE0396'WEST FENCE, 46.0 FEET NORTH OF AND 7.0 FEET EAST OF A MONUMENT MARKING
 AE0396'THE GRAVE OF IGNACIO TREVINO, AND 34.6 FEET SOUTH OF THE NORTH FENCE,
 AE0396'AND 2.0 FEET EAST OF A 4X4-INCH WOODEN POST.  A TRIANGULATION STATION
 AE0396'DISK SET IN CONCRETE POST.  NOTE-- TO REACH FROM THE NELLIE SCHUNIOR
 AE0396'HIGH SCHOOL BUILDING AT LA JOYA-- PROCEED 0.1 MILE WEST ALONG U.S.
 AE0396'HIGHWAY NO. 83 TO INTERSECTION OF DIRT ROAD LEADING SOUTH. THENCE, GO
 AE0396'0.3 MILE SOUTHERLY ALONG DIRT ROAD TO AN OLD CEMETERY AND THE SITE OF
 AE0396'THE STATION.
 AE0396
 AE0396                          STATION RECOVERY (1949)
 AE0396
 AE0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (TWB)
 AE0396'GENERALLY GOOD EXCEPT NAME OF VILLAGE IS LA JOYA AND NOT TABASCO
 AE0396'AS ORIGINAL DESCRIPTION CALLED FOR.  STATION IS IN FENCED CEMETERY
 AE0396'1700 FEET S OF U.S. HIGHWAY 83 AND 257 FEET N 87 DEG E (MAGNETIC)
 AE0396'FROM CENTER LINE OF THE MOST W OF TWO ROADS LEADING TO LA JOYA
 AE0396'FROM U.S. HIGHWAY 83.
 AE0396
 AE0396                          STATION RECOVERY (1960)
 AE0396
 AE0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RC)
 AE0396'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AE0396'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AE0396
 AE0396                          STATION RECOVERY (1962)
 AE0396
 AE0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0396'NEW DESCRIPTION--STATION IS INSIDE A FENCED CEMETERY IN THE
 AE0396'VILLAGE OF LA JOYA, HIDALGO CO., TO REACH THE STATION FROM THE
 AE0396'JUNCTION OF U.S. 83 AND FR 2521 IN THE VILLAGE, GO SOUTH 0.3
 AE0396'MILES ON FR 2521 TO STREET WEST, TURN RIGHT 0.2 MILES TO HILL
 AE0396'TOP AND CEMETERY.  STATION IS 29 FT SOUTH AND 38 FT WEST OF
 AE0396'CENTERLINE OF GATE AT NORTH END OF CEMETERY.  61 FT EAST AND 33
 AE0396'FT SOUTH OF NW CORNER OF FENCE SURROUNDING CEMETERY, 0.5 FT
 AE0396'WEST OF CROSS SHAPED CONCRETE HEADSTONE.  STATION IS SET FLUSH
 AE0396'WITH GROUND AND STAMPED PEDRO 1917.
 AE0396
 AE0396                          STATION RECOVERY (1965)
 AE0396
 AE0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0396'STATION AND REFERENCE MARK WERE RECOVERED.  THE STATION IS A
 AE0396'STANDARD TABLET SET IN THE TOP OF A CONCRETE POST, THE TOP OF
 AE0396'WHICH IS FLUSH WITH THE GROUND.  THE TABLET IS STAMPED PEDRO 1917.
 AE0396'THE REFERENCE MARK IS A STANDARD TABLET SET IN A CONCRETE POST.
 AE0396'THE TABLET IS STAMPED PEDRO 1917.
 AE0396'
 AE0396'REVISED DESCRIPTION--POST OFFICE, LA JOYA, TEXAS, 0.15 MILE WEST,
 AE0396'TURN LEFT (SOUTH) AT GROCERY STORE, THENCE 0.25 MILE SOUTH,
 AE0396'TURN LEFT (EAST) AND GO 0.05 MILE, TURN RIGHT (SOUTH) AND GO 0.1
 AE0396'MILE SOUTH TO CEMETERY.  STATION IS 33 FEET SOUTH OF FENCE,
 AE0396'35 FEET WEST OF GATE AND SET ON THE WEST SIDE OF A HEADSTONE.
 AE0396
 AE0396                          STATION RECOVERY (1981)
 AE0396
 AE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0396'IN LA JOYA, AT THE TOWN CEMETARY AT THE WEST END OF 5TH STREET,
 AE0396'9.8 METERS (32.0 FT) SOUTH OF THE NORTH CHAIN LINK FENCE, 18.3 METERS
 AE0396'(60.0 FT) EAST OF THE WEST CHAIN LINK FENCE, 3.7 METERS (12.0 FT) WEST
 AE0396'OF THE CENTER OF THE NORTH WALK IN GATE, 0.91 METERS (3.0 FT) EAST
 AE0396'NORTHEAST OF SOUTHEAST CORNER OF A CONCRETE BORDER OF THE GREGORIO
 AE0396'TREVINO GRAVE SITE, AND 0.15 METERS (0.5 FT) WEST OF A SMALL CROSS
 AE0396'HEADSTONE OF JUAN MORE.  NOTE, MARK APPEARS TO BE RESET TO TEXTURE OF
 AE0396'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0397 ***********************************************************************
 AE0397  DESIGNATION -  PEDRO RM 1
 AE0397  PID         -  AE0397
 AE0397  STATE/COUNTY-  TX/HIDALGO
 AE0397  USGS QUAD   -  LA JOYA (1982)
 AE0397
 AE0397                         *CURRENT SURVEY CONTROL
 AE0397  ___________________________________________________________________
 AE0397* NAD 83(1986)-  26 14 38.     (N)    098 29 00.     (W)     SCALED    
 AE0397* NAVD 88     -        52.238  (meters)     171.38   (feet)  ADJUSTED  
 AE0397  ___________________________________________________________________
 AE0397  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0397  DYNAMIC HT  -          52.152 (meters)     171.10  (feet)  COMP
 AE0397  MODELED GRAV-     978,987.8   (mgal)                       NAVD 88
 AE0397
 AE0397  VERT ORDER  -  FIRST     CLASS II
 AE0397
 AE0397.The horizontal coordinates were scaled from a topographic map and have
 AE0397.an estimated accuracy of +/- 6 seconds.
 AE0397
 AE0397.The orthometric height was determined by differential leveling
 AE0397.and adjusted by the National Geodetic Survey in June 1991..
 AE0397.WARNING-Repeat measurements at this control monument indicate possible
 AE0397.vertical movement.
 AE0397
 AE0397.The geoid height was determined by GEOID03.
 AE0397
 AE0397.The dynamic height is computed by dividing the NAVD 88
 AE0397.geopotential number by the normal gravity value computed on the
 AE0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0397.degrees latitude (g = 980.6199 gals.).
 AE0397
 AE0397.The modeled gravity was interpolated from observed gravity values.
 AE0397
 AE0397;                    North         East    Units  Estimated Accuracy
 AE0397;SPC TX S     - 5,063,950.      301,670.      MT  (+/- 180 meters Scaled)
 AE0397
 AE0397                          SUPERSEDED SURVEY CONTROL
 AE0397
 AE0397.No superseded survey control is available for this station.
 AE0397
 AE0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ516027(NAD 83)
 AE0397_MARKER: DR = REFERENCE MARK DISK
 AE0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0397_STAMPING: PEDRO 1917 ELEV. 171.70 FT.
 AE0397_MARK LOGO: CGS   
 AE0397_PROJECTION: PROJECTING 5 CENTIMETERS
 AE0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0397+STABILITY: SURFACE MOTION
 AE0397
 AE0397  HISTORY     - Date     Condition        Report By
 AE0397  HISTORY     - 1917     MONUMENTED       CGS
 AE0397  HISTORY     - 1942     GOOD             NGS
 AE0397  HISTORY     - 1981     GOOD             NGS
 AE0397
 AE0397                          STATION DESCRIPTION
 AE0397
 AE0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0397'IN LA JOYA.
 AE0397'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA-- PROCEED 0.1
 AE0397'MILE WEST ALONG U. S. HIGHWAY NO. 83 TO INTERSECTION OF DIRT ROAD
 AE0397'LEADING SOUTH.  THENCE, GO 0.3 MILE SOUTH ALONG DIRT ROAD TO SMALL
 AE0397'CEMETERY AND SITE OF THE REFERENCE MARK.  REFERENCE MARK IS IN THE
 AE0397'NORTHWEST CORNER OF A SMALL CEMETERY, ABOUT 202.0 FEET EAST OF AND
 AE0397'ABOUT 4.0 FEET ABOVE THE CENTERLINE OF THE DIRT ROAD, 23.8 FEET SOUTH
 AE0397'OF THE NORTH CEMETERY FENCE, 5.4 FEET EAST OF THE WEST FENCE AND 2.4
 AE0397'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AE0397'ABOUT 0.2 FOOT.
 AE0397
 AE0397                          STATION RECOVERY (1981)
 AE0397
 AE0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0397'IN LA JOYA, AT THE TOWN CEMETARY, AT THE WEST END OF 5TH STREET,
 AE0397'1.2 METERS (4.0 FT) EAST OF THE WEST CHAIN LINK FENCE, 6.7 METERS
 AE0397'(22.0 FT) SOUTH OF THE NORTH CHAIN LINK FENCE, 20.4 METERS (67.0 FT)
 AE0397'WEST OF THE CENTER OF THE NORTH WALK IN GATE, AND 17.7 METERS
 AE0397'(58.0 FT) WEST OF THE TRIANGULAR STATION PEDRO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1763 ***********************************************************************
 FL1763  DESIGNATION -  PEDROSA
 FL1763  PID         -  FL1763
 FL1763  STATE/COUNTY-  TX/POTTER
 FL1763  USGS QUAD   -  MAYER (1973)
 FL1763
 FL1763                         *CURRENT SURVEY CONTROL
 FL1763  ___________________________________________________________________
 FL1763* NAD 83(1993)-  35 20 22.69564(N)    101 44 58.26070(W)     ADJUSTED  
 FL1763* NAVD 88     -      1080.     (meters)    3543.     (feet)  SCALED    
 FL1763  ___________________________________________________________________
 FL1763  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 FL1763  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL1763
 FL1763  HORZ ORDER  -  FIRST
 FL1763
 FL1763.The horizontal coordinates were established by classical geodetic methods
 FL1763.and adjusted by the National Geodetic Survey in February 1996..
 FL1763
 FL1763.The orthometric height was scaled from a topographic map.
 FL1763
 FL1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1763
 FL1763.The geoid height was determined by GEOID03.
 FL1763
 FL1763;                    North         East     Units Scale Factor Converg.
 FL1763;SPC TX N     - 1,148,643.403   177,318.606   MT  0.99991180   -0 08 40.6
 FL1763;SPC TX N     - 3,768,507.56    581,752.79   sFT  0.99991180   -0 08 40.6
 FL1763;UTM  14      - 3,914,178.346   250,111.164   MT  1.00036961   -1 35 28.3
 FL1763
 FL1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1763!SPC TX N     -   0.99983472  x   0.99991180  =   0.99974653
 FL1763!UTM  14      -   0.99983472  x   1.00036961  =   1.00020426
 FL1763
 FL1763:                Primary Azimuth Mark                     Grid Az
 FL1763:SPC TX N     -  AMARILLO SANTA FE BLDG CHIMNEY           208 24 11.2
 FL1763:UTM  14      -  AMARILLO SANTA FE BLDG CHIMNEY           209 50 58.9
 FL1763
 FL1763|---------------------------------------------------------------------|
 FL1763| PID    Reference Object                     Distance      Geod. Az  |
 FL1763|                                                           dddmmss.s |
 FL1763| FL1800 AMARILLO SANTA FE BLDG CHIMNEY      APPROX.17.0 KM 2081530.6 |
 FL1763| FL1811 AMARILLO VETS HOSP WATER TANK       APPROX.20.7 KM 2240620.0 |
 FL1763| CJ7270 PEDROSA RM 1                         12.125 METERS 23841     |
 FL1763| CJ7271 PEDROSA RM 2                          9.900 METERS 31019     |
 FL1763| CJ7269 PEDROSA AZ MK                                      3561158.1 |
 FL1763|---------------------------------------------------------------------|
 FL1763
 FL1763                          SUPERSEDED SURVEY CONTROL
 FL1763
 FL1763  NAD 83(1993)-  35 20 22.70063(N)    101 44 58.25380(W) AD(       ) 1
 FL1763  NAD 83(1986)-  35 20 22.70295(N)    101 44 58.25156(W) AD(       ) 1
 FL1763  NAD 27      -  35 20 22.52300(N)    101 44 56.60100(W) AD(       ) 1
 FL1763
 FL1763.Superseded values are not recommended for survey control.
 FL1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1763.See file dsdata.txt to determine how the superseded data were derived.
 FL1763
 FL1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5011114178(NAD 83)
 FL1763_MARKER: DS = TRIANGULATION STATION DISK
 FL1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1763
 FL1763  HISTORY     - Date     Condition        Report By
 FL1763  HISTORY     - 1951     MONUMENTED       CGS
 FL1763  HISTORY     - 1966     GOOD             LOCSUR
 FL1763
 FL1763                          STATION DESCRIPTION
 FL1763
 FL1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1763'THE STATION IS LOCATED ON A PROMINENT PASTURE RIDGE AT THE
 FL1763'HEAD OF PEDROSA CREEK.  IT IS ABOUT 10 MILES AIRLINE
 FL1763'NORTH-NORTHEAST OF AMARILLO AND ABOUT 4-1/2 MILES AIRLINE WEST
 FL1763'OF U.S. HIGHWAYS 87 AND 287.
 FL1763'
 FL1763'THE STATION IS A STANDARD DISK STAMPED PEDROSA 1951 SET IN
 FL1763'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 FL1763'INCHES ABOVE THE GROUND.  IT IS 9 FEET SOUTHEAST OF A WHITE
 FL1763'WITNESS POST.
 FL1763'
 FL1763'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PEDROSA
 FL1763'NO 1 1951 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FL1763'WHICH PROJECTS 3 INCHES ABOVE THE GROUND AND IS THE SAME
 FL1763'ELEVATION AS THE STATION.
 FL1763'
 FL1763'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PEDROSA
 FL1763'NO 2 1951 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FL1763'WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS THE SAME
 FL1763'ELEVATION AS THE STATION.
 FL1763'
 FL1763'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED X534
 FL1763'1935 SET IN TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 FL1763'PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTH OF
 FL1763'A FENCE LINE.
 FL1763'
 FL1763'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 FL1763'TRACK ROAD FOR 0.9 MILE TO A FENCE CORNER AND THE AZIMUTH MARK.
 FL1763'
 FL1763'TO REACH THE STATION FROM THE COURTHOUSE IN AMARILLO, GO
 FL1763'NORTH ON U.S. HIGHWAY 87 AND 287 FOR 6.65 MILE TO A CROSS
 FL1763'ROADS AT AN INTERSECTION WITH COTTONWOOD AVENUE.  TURN RIGHT
 FL1763'AND GO EAST ON COTTONWOOD AVENUE FOR 0.5 MILE TO A CATTLE GUARD
 FL1763'AT THE END OF A GRADED ROAD.  CROSS THE CATTLE GUARD AND KEEP
 FL1763'THE LEFT FORK FOR 0.4 MILE TO A REVERSE Y.  TURN SHARP RIGHT ON
 FL1763'THE TRACK ROAD FOR 0.2 MILE, CROSSING RAILROAD TRACKS, PASSING
 FL1763'THROUGH TWO GATES, CROSS A SMALL STREAM TO A FORK, TAKE THE
 FL1763'LEFT FORK EASTERLY FOR 2.1 MILES TO A CATTLE GUARD AT A FENCE
 FL1763'CORNER.  TURN LEFT ACROSS THE CATTLE GUARD AND FOLLOW THE
 FL1763'MAIN ROAD NORTHERLY FOR 2.8 MILES TO ANOTHER CATTLE GUARD,
 FL1763'PASS THROUGH AND CONTINUE NORTHERLY FOR 0.05 MILE, TURN
 FL1763'RIGHT ACROSS COUNTRY FOR ABOUT 75 YARDS TO THE HIGHEST POINT
 FL1763'AND THE STATION.
 FL1763'
 FL1763'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 FL1763
 FL1763                          STATION RECOVERY (1966)
 FL1763
 FL1763'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 FL1763'RECOVERED BY--BUCE AND GUNN INC. DALLAS
 FL1763'
 FL1763'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 FL1763'IN GOOD CONDITION.  DIRECTIONS FOR REACHING THE STATION ARE
 FL1763'CORRECT AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0854 ***********************************************************************
 FM0854  DESIGNATION -  PEEKAY
 FM0854  PID         -  FM0854
 FM0854  STATE/COUNTY-  TX/MOORE
 FM0854  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0854
 FM0854                         *CURRENT SURVEY CONTROL
 FM0854  ___________________________________________________________________
 FM0854* NAD 83(1993)-  35 45 00.21114(N)    102 07 29.44271(W)     ADJUSTED  
 FM0854* NAVD 88     -      1154.9    (meters)    3789.     (feet)  VERTCON   
 FM0854  ___________________________________________________________________
 FM0854  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 FM0854  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FM0854
 FM0854  HORZ ORDER  -  SECOND
 FM0854
 FM0854.The horizontal coordinates were established by classical geodetic methods
 FM0854.and adjusted by the National Geodetic Survey in February 1996..
 FM0854
 FM0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0854
 FM0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0854
 FM0854.The geoid height was determined by GEOID03.
 FM0854
 FM0854;                    North         East     Units Scale Factor Converg.
 FM0854;SPC TX N     - 1,194,325.961   143,488.883   MT  0.99992763   -0 21 43.6
 FM0854;SPC TX N     - 3,918,384.42    470,763.11   sFT  0.99992763   -0 21 43.6
 FM0854;UTM  13      - 3,960,039.844   759,980.984   MT  1.00043297   +1 40 50.7
 FM0854
 FM0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0854!SPC TX N     -   0.99982285  x   0.99992763  =   0.99975050
 FM0854!UTM  13      -   0.99982285  x   1.00043297  =   1.00025575
 FM0854
 FM0854|---------------------------------------------------------------------|
 FM0854| PID    Reference Object                     Distance      Geod. Az  |
 FM0854|                                                           dddmmss.s |
 FM0854| CJ7276 PEEKAY RM 3                          34.982 METERS 00037     |
 FM0854| CJ7274 PEEKAY RM 1                          35.128 METERS 17405     |
 FM0854| CJ7273 PEEKAY AZ MK 2                                     1784559.3 |
 FM0854| CJ7272 PEEKAY AZ MK                                       1790557.7 |
 FM0854| CJ7275 PEEKAY RM 2                          39.302 METERS 28702     |
 FM0854|---------------------------------------------------------------------|
 FM0854
 FM0854                          SUPERSEDED SURVEY CONTROL
 FM0854
 FM0854  NAD 83(1993)-  35 45 00.21082(N)    102 07 29.44125(W) AD(       ) 2
 FM0854  NAD 83(1986)-  35 45 00.21881(N)    102 07 29.43310(W) AD(       ) 2
 FM0854  NAD 27      -  35 45 00.07400(N)    102 07 27.76400(W) AD(       ) 2
 FM0854  NGVD 29 (07/19/86) 1154.3    (m)         3787.     (f) VERT ANG       
 FM0854
 FM0854.Superseded values are not recommended for survey control.
 FM0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0854.See file dsdata.txt to determine how the superseded data were derived.
 FM0854
 FM0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5998160040(NAD 83)
 FM0854_MARKER: DS = TRIANGULATION STATION DISK
 FM0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0854
 FM0854  HISTORY     - Date     Condition        Report By
 FM0854  HISTORY     - 1935     MONUMENTED       CGS
 FM0854  HISTORY     - 1953     GOOD             CGS
 FM0854  HISTORY     - 1962     MARK NOT FOUND   USGS
 FM0854
 FM0854                          STATION DESCRIPTION
 FM0854
 FM0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0854'STATION LIES 11-1/4 MILES AIRLINE SW OF DUMAS, 100 YARDS SW
 FM0854'OF THE FARMHOUSE OF HUGH WHITE, 1.3 MILES W OF THE HOME OF
 FM0854'P.K. BROWN, OWNER OF THE LAND ON WHICH STATION IS LOCATED.
 FM0854'STATION IS 1 MILE S OF MIDDLEWELL BRICK SCHOOL HOUSE, IN NE
 FM0854'CORNER OF A CULTIVATED WHEAT FIELD, 24 FEET SW OF S END OF
 FM0854'BOARD GATE, 13 FEET W OF FENCE, 38 FEET W OF CENTER OF GRADED
 FM0854'ROAD, 36 FEET S OF FENCE, AND PROJECTS 2 INCHES.
 FM0854'
 FM0854'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0854'BRONZE DISKS SET IN CONCRETE.
 FM0854'
 FM0854'REFERENCE MARK NO. 1 IS S OF STATION, 1/2 FOOT W OF FENCE,
 FM0854'26 FEET W OF CENTER OF GRADED ROAD, AND PROJECTS 11 INCHES.
 FM0854'
 FM0854'REFERENCE MARK NO. 2 IS WNW OF STATION, 137 FEET W OF BOARD
 FM0854'GATE, 161 FEET W OF CENTER OF GRADED ROAD, 1 FOOT N OF FENCE,
 FM0854'AND PROJECTS 6 INCHES.
 FM0854'
 FM0854'AZIMUTH MARK IS S OF STATION, 1 FOOT W OF FENCE, 20 FEET E
 FM0854'OF CENTER OF GRADED ROAD, AND PROJECTS 5 INCHES.
 FM0854'
 FM0854'STATION IS REACHED FROM DUMAS BY DRIVING FROM COURTHOUSE S
 FM0854'ON STATE HIGHWAY 9 PAVEMENT 0.5 MILE, TURN RIGHT OR W OFF
 FM0854'PAVEMENT AT POWER PLANT AND GO 1.5 MILES ON WIDE MAIN GRADED
 FM0854'ROAD, TURN LEFT FOR 2.0 MILES S, TURN RIGHT FOR 2.1 MILES W.
 FM0854'TURN LEFT FOR 4.2 MILES S, TURN RIGHT FOR 5.3 MILES W TO
 FM0854'MIDDLEWELL BRICK SCHOOL.  HERE TURN LEFT OR S FOR 1.0 MILE TO
 FM0854'STATION.  ROAD FROM DUMAS TO MIDDLEWELL SCHOOL IS WIDE MAIN
 FM0854'ROAD ALL THE WAY.
 FM0854'
 FM0854'USING A 50-FOOT STEEL TOWER, LIGHTS FROM DUMAS AND BIVINS
 FM0854'WERE BROUGHT OVER ONLY BY REFRACTION, BEING VISIBLE ONLY AT
 FM0854'TIMES.  NO STATIONS WERE VISIBLE FROM GROUND.
 FM0854
 FM0854                          STATION RECOVERY (1953)
 FM0854
 FM0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0854'STATION AND REFERENCE MARK NUMBER 2 RECOVERED AND IN GOOD
 FM0854'CONDITION.  REFERENCE MARK NUMBER 1 AND THE AZIMUTH MARK HAVE
 FM0854'BEEN DESTROYED BY WIDENING OF THE ROAD.  THEY WERE RESET
 FM0854'IN A NEW LOCATION AND STAMPED 1953.  THERE IS NOW A POWER
 FM0854'LINE OVER THE STATION AND THE 64 FOOT TOWER WAS BUILT
 FM0854'ECCENTRIC.  A NEW DESCRIPTION FOLLOWS.
 FM0854'
 FM0854'STATION IS LOCATED, AIRLINE, ABOUT 17 MILES SOUTHEAST OF HARTELY,
 FM0854'13 MILES EAST NORTHEAST OF CHANNING, 11-1/4 MILES SOUTHWEST
 FM0854'OF DUMAS AND 1 MILE SOUTH OF THE MIDDLEWELL SCHOOLHOUSE.
 FM0854'
 FM0854'STATION IS REACHED AS FOLLOWS--FROM THE U. S. POST OFFICE IN
 FM0854'CHANNING, CROSS THE RAILROAD TRACKS, TURN LEFT ON STATE
 FM0854'HIGHWAY 51 AND GO NORTH FOR 3.6 MILES TO A FORK.  TAKE THE
 FM0854'RIGHT FORK, FARM ROAD 722, AND GO 11.4 MILES TO A CROSS ROAD
 FM0854'AT THE MIDDLEWELL SCHOOLHOUSE.  TURN RIGHT, SOUTH, AND GO 1.0
 FM0854'MILE TO THE STATION ON THE RIGHT AT A T FENCE INTERSECTION.
 FM0854'
 FM0854'STATION MARK, STAMPED PEEKAY 1935, IS A STANDARD DISK SET IN
 FM0854'THE TOP OF A 12 INCH SQUARE CONCRETE POST 10 INCHES BELOW THE
 FM0854'SURFACE OF THE GROUND.  IT IS 42.8 FEET WEST OF THE CENTERLINE
 FM0854'OF THE ROAD, 34.6 FEET SOUTH OF THE T FENCE INTERSECTION, 3.0
 FM0854'FEET SOUTH SOUTHWEST OF A WITNESS POST AND 2.5 FEET WEST OF A
 FM0854'POWER LINE POLE.
 FM0854'
 FM0854'REFERENCE MARK NUMBER 3, STAMPED PEEKAY NO 3 1935 1953, IS A
 FM0854'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FM0854'POST, PROJECTING 6 INCHES AND 2 FEET LOWER THAN THE STATION.
 FM0854'
 FM0854'IT IS 45.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 21.0 FEET
 FM0854'NORTH OF THE CENTER OF THE CATTLE GUARD AND 1.5 FEET WEST OF THE
 FM0854'FENCE LINE.
 FM0854'
 FM0854'REFERENCE MARK NUMBER 2, STAMPED PEEKAY NO 2 1935, IS A STANDARD
 FM0854'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, PROJECTING
 FM0854'8 INCHES AND 12 INCHES LOWER THAN THE STATION.  IT IS 1.0 FOOT
 FM0854'NORTH OF THE FENCE LINE.
 FM0854'
 FM0854'AZIMUTH MARK, STAMPED PEEKAY 1935 1953, IS A STANDARD DISK
 FM0854'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FM0854'6 INCHES.  IT IS 0.5 MILE SOUTH OF THE STATION, 44.0 FEET
 FM0854'EAST OF THE CENTERLINE OF THE ROAD, AND IN THE FENCE LINE.
 FM0854
 FM0854                          STATION RECOVERY (1962)
 FM0854
 FM0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FM0854'STATION MARK WAS NOT RECOVERED.  BOTH RMS WERE FOUND IN GOOD
 FM0854'CONDITION.  STATION CAN BE RE-ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1384 ***********************************************************************
 AH1384  DESIGNATION -  PEEP 1938
 AH1384  PID         -  AH1384
 AH1384  STATE/COUNTY-  TX/KENEDY
 AH1384  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1384
 AH1384                         *CURRENT SURVEY CONTROL
 AH1384  ___________________________________________________________________
 AH1384* NAD 83(1993)-  27 11 48.74715(N)    097 22 01.20522(W)     ADJUSTED  
 AH1384* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1384  ___________________________________________________________________
 AH1384  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH1384  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AH1384
 AH1384  HORZ ORDER  -  THIRD
 AH1384
 AH1384.The horizontal coordinates were established by classical geodetic methods
 AH1384.and adjusted by the National Geodetic Survey in February 1996..
 AH1384
 AH1384.The orthometric height was scaled from a topographic map.
 AH1384
 AH1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1384
 AH1384.The geoid height was determined by GEOID03.
 AH1384
 AH1384;                    North         East     Units Scale Factor Converg.
 AH1384;SPC TX S     - 5,170,038.190   412,246.481   MT  0.99990061   +0 30 51.8
 AH1384;SPC TX S     -16,962,033.63  1,352,512.00   sFT  0.99990061   +0 30 51.8
 AH1384;UTM  14      - 3,009,294.865   661,747.996   MT  0.99992297   +0 44 47.5
 AH1384
 AH1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1384!SPC TX S     -   1.00000310  x   0.99990061  =   0.99990371
 AH1384!UTM  14      -   1.00000310  x   0.99992297  =   0.99992607
 AH1384
 AH1384                          SUPERSEDED SURVEY CONTROL
 AH1384
 AH1384  NAD 83(1986)-  27 11 48.76512(N)    097 22 01.18258(W) AD(       ) 3
 AH1384  NAD 27      -  27 11 47.59700(N)    097 22 00.23500(W) AD(       ) 3
 AH1384
 AH1384.Superseded values are not recommended for survey control.
 AH1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1384.See file dsdata.txt to determine how the superseded data were derived.
 AH1384
 AH1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6174809295(NAD 83)
 AH1384_MARKER: DS = TRIANGULATION STATION DISK
 AH1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1384
 AH1384  HISTORY     - Date     Condition        Report By
 AH1384  HISTORY     - 1938     MONUMENTED       CGS
 AH1384  HISTORY     - 1939     GOOD             CGS
 AH1384  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1384  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1384
 AH1384                          STATION DESCRIPTION
 AH1384
 AH1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1384'STATION IS 44.78 MILES S OF THE FISH PIER AT THE S JETTY
 AH1384'AT ARANSAS PASS.  STATION IS LOCATED ON THE FIRST ROW OF
 AH1384'DUNES ON THE GULF BEACH ON THE HIGHEST POINT OF THE DUNE
 AH1384'WHICH RISES SHARPLY FOR THE FIRST 25 FEET THEN A GRADUAL RISE
 AH1384'TO THE STATION AND ABOUT 30 METERS DISTANT.  THIS DUNE IS ONE
 AH1384'OF THREE CLOSE TOGETHER, THE MIDDLE ONE, AND ABOUT 0.25 MILE
 AH1384'S OF THESE THREE DUNES ARE 2 MORE DUNES TOGETHER AND THESE
 AH1384'DUNES ARE ALL THERE ARE IN THE VICINITY.
 AH1384'
 AH1384'STATION IS MARKED WITH A STANDARD DISK SET IN A CONCRETE
 AH1384'POST 6 INCHES SQUARE AND 3-1/2 FEET LONG SET FLUSH WITH THE
 AH1384'SURFACE.  MARK STAMPED PEEP 1938.  NO UNDERGROUND MARK WAS
 AH1384'SET.
 AH1384'
 AH1384'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 40 FEET.
 AH1384'
 AH1384'LOCATION METHOD--THEODOLITE.
 AH1384'
 AH1384'POSITION COMPUTED FROM TRIANGULATION P.L.B. 1939.
 AH1384
 AH1384                          STATION RECOVERY (1949)
 AH1384
 AH1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1384'STATION BELIEVED LOST.  THE LOCATION, AS DETERMINED FROM
 AH1384'STATION THUNDER, IS AMONG DRIFTING SAND DUNES.  NO DUNE
 AH1384'IN THE VICINITY AGREES WITH THE 1939 DESCRIPTION.
 AH1384
 AH1384                          STATION RECOVERY (1969)
 AH1384
 AH1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1384'THIS STATION WAS REPORTED LOST IN 1949.  THE SITE OF THE
 AH1384'STATION WAS VISITED AND NO TRACE OF THE STATION MARK COULD
 AH1384'BE FOUND.  IT APPEARS THE AREA HAS CHANGED CONSIDERABLY
 AH1384'SINCE THE STATION WAS ESTABLISHED IN 1938.
 AH1384'
 AH1384'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES EAST
 AH1384'OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1068 ***********************************************************************
 GK1068  DESIGNATION -  PEER
 GK1068  PID         -  GK1068
 GK1068  STATE/COUNTY-  TX/OCHILTREE
 GK1068  USGS QUAD   -  PERRYTON SE (1973)
 GK1068
 GK1068                         *CURRENT SURVEY CONTROL
 GK1068  ___________________________________________________________________
 GK1068* NAD 83(1993)-  36 20 30.99141(N)    100 48 08.66812(W)     ADJUSTED  
 GK1068* NAVD 88     -       890.     (meters)    2920.     (feet)  SCALED    
 GK1068  ___________________________________________________________________
 GK1068  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 GK1068  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 GK1068
 GK1068  HORZ ORDER  -  SECOND
 GK1068
 GK1068.The horizontal coordinates were established by classical geodetic methods
 GK1068.and adjusted by the National Geodetic Survey in February 1996..
 GK1068
 GK1068.The orthometric height was scaled from a topographic map.
 GK1068
 GK1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1068
 GK1068.The geoid height was determined by GEOID03.
 GK1068
 GK1068;                    North         East     Units Scale Factor Converg.
 GK1068;SPC TX N     - 1,260,042.005   262,626.875   MT  1.00004086   +0 24 15.4
 GK1068;SPC TX N     - 4,133,987.81    861,635.01   sFT  1.00004086   +0 24 15.4
 GK1068;UTM  14      - 4,023,383.882   338,249.431   MT  0.99992236   -1 04 06.0
 GK1068
 GK1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1068!SPC TX N     -   0.99986459  x   1.00004086  =   0.99990545
 GK1068!UTM  14      -   0.99986459  x   0.99992236  =   0.99978696
 GK1068
 GK1068|---------------------------------------------------------------------|
 GK1068| PID    Reference Object                     Distance      Geod. Az  |
 GK1068|                                                           dddmmss.s |
 GK1068| CL3718 PEER RM 2                            22.057 METERS 00022     |
 GK1068| CL3717 PEER RM 1                             9.727 METERS 17943     |
 GK1068| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX. 6.5 KM 3575841.5 |
 GK1068| CL3716 PEER AZ MK                                         3580647.5 |
 GK1068|---------------------------------------------------------------------|
 GK1068
 GK1068                          SUPERSEDED SURVEY CONTROL
 GK1068
 GK1068  NAD 83(1993)-  36 20 30.99144(N)    100 48 08.66791(W) AD(       ) 2
 GK1068  NAD 83(1986)-  36 20 30.99744(N)    100 48 08.65612(W) AD(       ) 2
 GK1068  NAD 27      -  36 20 30.88100(N)    100 48 07.11700(W) AD(       ) 2
 GK1068
 GK1068.Superseded values are not recommended for survey control.
 GK1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1068.See file dsdata.txt to determine how the superseded data were derived.
 GK1068
 GK1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3824923384(NAD 83)
 GK1068_MARKER: DS = TRIANGULATION STATION DISK
 GK1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1068
 GK1068  HISTORY     - Date     Condition        Report By
 GK1068  HISTORY     - 1952     MONUMENTED       CGS
 GK1068  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK1068
 GK1068                          STATION DESCRIPTION
 GK1068
 GK1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1068'STATION IS LOCATED, AIRLINE, 4 MILES SOUTH OF PERRYTON, ON
 GK1068'THE EAST SIDE, AND ON THE RIGHT-OF-WAY, OF U.S. HIGHWAY 83.
 GK1068'
 GK1068'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 GK1068'83 AND STATE HIGHWAY 117, AT THE NORTH EDGE OF PERRYTON, GO
 GK1068'SOUTH ON U.S. HIGHWAY 83 FOR 3.4 MILES TO THE AZIMUTH MARK ON
 GK1068'THE RIGHT SIDE OF THE HIGHWAY.  CONTINUE SOUTH ON THE HIGHWAY
 GK1068'FOR 0.6 MILE TO THE STATION ON THE LEFT SIDE OF THE HIGHWAY.
 GK1068'
 GK1068'STATION MARK, STAMPED PEER 1952, IS A STANDARD DISK SET IN
 GK1068'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 GK1068'THE GROUND.  IT IS 2.5 FEET WEST OF THE FENCE LINE, 35 FEET
 GK1068'EAST OF THE CENTERLINE OF THE HIGHWAY AND 7.4 FEET SOUTH OF
 GK1068'A WITNESS POST.
 GK1068'
 GK1068'REFERENCE MARK NUMBER 1, STAMPED PEER NO 1 1952, IS A STANDARD
 GK1068'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK1068'DIAMETER AND FLUSH WITH THE GROUND.  IT IS AT THE SAME ELEVATION
 GK1068'AS THE STATION AND 12 INCHES WEST OF A FENCE LINE.
 GK1068'
 GK1068'REFERENCE MARK NUMBER 2, STAMPED PEER NO 2 1952, IS A STANDARD
 GK1068'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK1068'DIAMETER AND PROJECTING 1 INCH.  IT IS THE SAME ELEVATION
 GK1068'AS THE STATION, 12 INCHES WEST OF A POWER LINE POLE AND 39
 GK1068'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GK1068'
 GK1068'AZIMUTH MARK, STAMPED PEER 1952, IS A STANDARD DISK SET IN
 GK1068'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK1068'PROJECTING 3 INCHES.  IT IS 45 FEET WEST OF THE CENTERLINE
 GK1068'OF THE HIGHWAY AND 1.5 FEET SOUTH OF A TELEPHONE POLE.
 GK1068'
 GK1068'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 GK1068
 GK1068                          STATION RECOVERY (1973)
 GK1068
 GK1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SDC)
 GK1068'STATION WAS SEARCHED FOR AND NOT FOUND.  THE MEASURED DISTANCE
 GK1068'FROM THE HIGHWAY 83 PLACES THE STATION IN THE CENTER OF THE
 GK1068'BORROW PIT.  NO EVIDENCE OF IT OR THE REFERENCE MARKS WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1389 ***********************************************************************
 DM1389  DESIGNATION -  PEERLESS
 DM1389  PID         -  DM1389
 DM1389  STATE/COUNTY-  TX/HOPKINS
 DM1389  USGS QUAD   -  COOPER SOUTH (1964)
 DM1389
 DM1389                         *CURRENT SURVEY CONTROL
 DM1389  ___________________________________________________________________
 DM1389* NAD 83(1993)-  33 15 30.24166(N)    095 42 17.33275(W)     ADJUSTED  
 DM1389* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 DM1389  ___________________________________________________________________
 DM1389  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DM1389  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DM1389
 DM1389  HORZ ORDER  -  FIRST
 DM1389
 DM1389.The horizontal coordinates were established by classical geodetic methods
 DM1389.and adjusted by the National Geodetic Survey in February 1996..
 DM1389
 DM1389.The orthometric height was scaled from a topographic map.
 DM1389
 DM1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1389
 DM1389.The geoid height was determined by GEOID03.
 DM1389
 DM1389;                    North         East     Units Scale Factor Converg.
 DM1389;SPC TXNC     - 2,179,972.019   860,392.740   MT  0.99987911   +1 31 28.1
 DM1389;SPC TXNC     - 7,152,124.87  2,822,805.18   sFT  0.99987911   +1 31 28.1
 DM1389;UTM  15      - 3,683,197.016   248,029.005   MT  1.00038285   -1 29 02.9
 DM1389
 DM1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1389!SPC TXNC     -   0.99997693  x   0.99987911  =   0.99985604
 DM1389!UTM  15      -   0.99997693  x   1.00038285  =   1.00035977
 DM1389
 DM1389|---------------------------------------------------------------------|
 DM1389| PID    Reference Object                     Distance      Geod. Az  |
 DM1389|                                                           dddmmss.s |
 DM1389| CY2792 PEERLESS RM 1                        29.180 METERS 00446     |
 DM1389| CY2791 PEERLESS AZ MK                                     0323929.1 |
 DM1389| DM1388 PEERLESS RM 3                         6.651 METERS 03611     |
 DM1389| CY2793 PEERLESS RM 2                        27.325 METERS 09014     |
 DM1389|---------------------------------------------------------------------|
 DM1389
 DM1389                          SUPERSEDED SURVEY CONTROL
 DM1389
 DM1389  NAD 83(1993)-  33 15 30.24426(N)    095 42 17.33027(W) AD(       ) 1
 DM1389  NAD 83(1986)-  33 15 30.24830(N)    095 42 17.32057(W) AD(       ) 1
 DM1389  NAD 27      -  33 15 29.84600(N)    095 42 16.47000(W) AD(       ) 1
 DM1389
 DM1389.Superseded values are not recommended for survey control.
 DM1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1389.See file dsdata.txt to determine how the superseded data were derived.
 DM1389
 DM1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4802983197(NAD 83)
 DM1389_MARKER: DS = TRIANGULATION STATION DISK
 DM1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1389
 DM1389  HISTORY     - Date     Condition        Report By
 DM1389  HISTORY     - 1935     MONUMENTED       CGS
 DM1389  HISTORY     - 1937     GOOD             TXHD
 DM1389  HISTORY     - 1951     GOOD             CGS
 DM1389  HISTORY     - 1957     MARK NOT FOUND   CGS
 DM1389  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM1389
 DM1389                          STATION DESCRIPTION
 DM1389
 DM1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1389'STATION IS ABOUT 10 MILES E OF COMMERCE, 10-1/2 MILES NW OF
 DM1389'SULPHUR SPRINGS, AT THE SW CORNER OF THE SETTLEMENT OF PEERLESS,
 DM1389'IN THE FENCE LINE BETWEEN LAND OWNED BY CLYDE MEAD AND OCCUPIED BY
 DM1389'J.T. LANE ON THE N AND ON LAND OCCUPIED BY W.C. HENDRICKS ON THE
 DM1389'S.  IT IS ON THE N SIDE OF A CULTIVATED FIELD, ABOUT 0.2 MILE
 DM1389'W OF THE NE CORNER OF FIELD, 8 FEET S OF THE CENTER LINE OF FARM
 DM1389'LANE TO MR. LANES HOUSE, 6 INCHES S OF FENCE LINE, 63 FEET SE
 DM1389'OF THE SE CORNER OF HOUSE.  MARK IS SET FLUSH.
 DM1389'
 DM1389'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1389'BRONZE DISKS SET IN CONCRETE.
 DM1389'
 DM1389'REFERENCE MARK NO. 1 IS N OF THE STATION, ON THE E SIDE OF A
 DM1389'SMALL BARN LOT, 1 FOOT W OF THE FENCE LINE, 10 FEET N OF FENCE
 DM1389'CORNER.  MARK PROJECTS 6 INCHES.
 DM1389'
 DM1389'REFERENCE MARK NO. 2 IS E OF THE STATION, 9 FEET S OF THE CENTER
 DM1389'LINE OF FARM LANE, 1-1/2 FEET S OF FENCE LINE.  MARK PROJECTS 6
 DM1389'INCHES.
 DM1389'
 DM1389'AZIMUTH MARK IS NE OF THE STATION, IN THE NE CORNER OF A GARDEN
 DM1389'PLOT, ABOUT 20 FEET S OF THE CENTER LINE OF ROAD WHICH IS ALONG
 DM1389'S SIDE OF CEMETERY, ABOUT 0.05 MILE W OF JOG IN ROAD.  MARK
 DM1389'PROJECTS 6 INCHES.
 DM1389'
 DM1389'REACHED FROM SULPHUR SPRINGS BY GOING N ON DAVIS STREET FROM
 DM1389'THE POST OFFICE 0.65 MILE.  THENCE W AT END OF PAVEMENT 0.2 MILE
 DM1389'TO T-ROAD.  THENCE NORTHWESTERLY, FOLLOWING MAIN-TRAVELED ROAD
 DM1389'9.7 MILES TO A T-ROAD.  THENCE W 0.55 MILE TO CROSSROADS JUST
 DM1389'S OF THE SETTLEMENT OF PEERLESS.  THENCE N 0.2 MILE.  THENCE W ON
 DM1389'FARM LANE 0.2 MILE TO ITS END AND THE STATION.
 DM1389'
 DM1389'ALL LIGHTS COME INTO VIEW AT 15 FEET.
 DM1389
 DM1389                          STATION RECOVERY (1937)
 DM1389
 DM1389'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1389'STATION DESCRIPTION SATISFACTORY.
 DM1389'
 DM1389'REFERENCE MARK NO. 2 AND STATION WERE RECOVERED AND FOUND TO BE
 DM1389'IN GOOD CONDITION.
 DM1389
 DM1389                          STATION RECOVERY (1951)
 DM1389
 DM1389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1389'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 DM1389'CONDITION.  A NEW REFERENCE MARK NO. 3 WAS SET AND OCCUPIED, DUE
 DM1389'TO A STORM CELLAR TOO CLOSE TO STATION MARK TO PERMIT BUILDING
 DM1389'A TOWER.
 DM1389'
 DM1389'THE 1935 DESCRIPTION BY C.A.S. IS ADEQUATE, EXCEPT THE DIRECTION
 DM1389'TO THE MARKS DID NOT CHECK WITH THE 1951.
 DM1389'
 DM1389'A NEW TO REACH DESCRIPTION FOLLOWS.
 DM1389'
 DM1389'REFERENCE MARK NO. 3 IS 67.5 FEET EAST-SOUTHEAST OF THE
 DM1389'SOUTHEAST CORNER OF THE HOUSE, 35.5 FEET NORTHEAST OF THE
 DM1389'SOUTHEAST CORNER OF THE YARD AND 14 FEET NORTHEAST OF THE ENTRANCE
 DM1389'OF THE STORM CELLAR.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 DM1389'GROUND AND THE DISK IS STAMPED PEERLESS NO 3 1951.
 DM1389'
 DM1389'A TRAVERSE CONNECTION WAS MADE FROM STATION PEERLESS TO R.M. NO. 3.
 DM1389'THE DISTANCE IS AS SHOWN BELOW.
 DM1389'
 DM1389'OBSERVATIONS TAKEN FROM A 4 FT. WOODEN STAND.
 DM1389'
 DM1389'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN COOPER, GO
 DM1389'EAST ON FARM ROAD 64 FOR 4.85 MILES TO THE JUNCTION WITH HIGHWAY
 DM1389'154, CONTINUE EAST AND SOUTH ON HIGHWAY 154 FOR 6.8 MILES TO THE
 DM1389'INTERSECTION OF HIGHWAY 154 AND 71, TURN RIGHT (WEST) ON FARM ROAD
 DM1389'71 7.4 MILES TO CROSSROADS (THIS IS DUE SOUTH OF THE VILLAGE
 DM1389'OF PEERLESS), TURN RIGHT (NORTH) FOR 0.25 MILES TO A FENCED LANE
 DM1389'ON THE LEFT AT CURVE IN ROAD, TURN LEFT (WEST) FOR 0.25 MILE TO
 DM1389'HOUSE AND THE STATION.
 DM1389'
 DM1389'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.25 MILE TO
 DM1389'MAIN ROAD, TURN LEFT (NORTH) PASSING THROUGH THE VILLAGE OF
 DM1389'PEERLESS FOR 0.4 MILE TO A CEMETERY AND A BLACK TOP STREET ON THE
 DM1389'RIGHT, TURN RIGHT (EAST) ABOUT 150 FEET TO THE MARK ON THE
 DM1389'RIGHT IN A T-FENCE CORNER.
 DM1389
 DM1389                          STATION RECOVERY (1957)
 DM1389
 DM1389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1389'UNABLE TO LOCATE STATION AFTER DIGGING A TRENCH 2 FEET DEEP AND
 DM1389'6 FEET LONG.  RECOVERED REFERENCE MARKS NO. 1, NO. 2 AND NO. 3
 DM1389'AND THE AZIMUTH MARK AND FOUND THEM IN GOOD CONDITION.
 DM1389
 DM1389                          STATION RECOVERY (1995)
 DM1389
 DM1389'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1472 ***********************************************************************
 AB1472  DESIGNATION -  PEERLESS 1939
 AB1472  PID         -  AB1472
 AB1472  STATE/COUNTY-  TX/KENEDY
 AB1472  USGS QUAD   -  POTRERO LOPENO NW (1975)
 AB1472
 AB1472                         *CURRENT SURVEY CONTROL
 AB1472  ___________________________________________________________________
 AB1472* NAD 83(1993)-  26 59 02.74578(N)    097 23 19.51394(W)     ADJUSTED  
 AB1472* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AB1472  ___________________________________________________________________
 AB1472  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AB1472  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AB1472
 AB1472  HORZ ORDER  -  SECOND
 AB1472
 AB1472.The horizontal coordinates were established by classical geodetic methods
 AB1472.and adjusted by the National Geodetic Survey in February 1996..
 AB1472
 AB1472.The orthometric height was scaled from a topographic map.
 AB1472
 AB1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1472
 AB1472.The geoid height was determined by GEOID03.
 AB1472
 AB1472;                    North         East     Units Scale Factor Converg.
 AB1472;SPC TX S     - 5,146,445.508   410,299.099   MT  0.99989484   +0 30 16.2
 AB1472;SPC TX S     -16,884,629.97  1,346,122.96   sFT  0.99989484   +0 30 16.2
 AB1472;UTM  14      - 2,985,694.039   659,895.056   MT  0.99991562   +0 43 52.5
 AB1472
 AB1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1472!SPC TX S     -   1.00000363  x   0.99989484  =   0.99989847
 AB1472!UTM  14      -   1.00000363  x   0.99991562  =   0.99991925
 AB1472
 AB1472:                Primary Azimuth Mark                     Grid Az
 AB1472:SPC TX S     -  CORRAL 1939                              172 33 49.5
 AB1472:UTM  14      -  CORRAL 1939                              172 20 13.2
 AB1472
 AB1472|---------------------------------------------------------------------|
 AB1472| PID    Reference Object                     Distance      Geod. Az  |
 AB1472|                                                           dddmmss.s |
 AB1472| AB1469 CORRAL 1939                         APPROX. 5.2 KM 1730405.7 |
 AB1472|---------------------------------------------------------------------|
 AB1472
 AB1472                          SUPERSEDED SURVEY CONTROL
 AB1472
 AB1472  NAD 83(1986)-  26 59 02.76478(N)    097 23 19.48734(W) AD(       ) 2
 AB1472  NAD 27      -  26 59 01.57200(N)    097 23 18.54800(W) AD(       ) 2
 AB1472
 AB1472.Superseded values are not recommended for survey control.
 AB1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1472.See file dsdata.txt to determine how the superseded data were derived.
 AB1472
 AB1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5989585694(NAD 83)
 AB1472_MARKER: P = PIPE CAP
 AB1472_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1472_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1472
 AB1472  HISTORY     - Date     Condition        Report By
 AB1472  HISTORY     - 1939     MONUMENTED       CGS
 AB1472  HISTORY     - 1949     GOOD             CGS
 AB1472  HISTORY     - 1958     GOOD             SHELL
 AB1472  HISTORY     - 1968     GOOD             CGS
 AB1472  HISTORY     - 1969     GOOD             CGS
 AB1472  HISTORY     - 1979     GOOD             NGS
 AB1472
 AB1472                          STATION DESCRIPTION
 AB1472
 AB1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1472'STATION PEERLESS IS LOCATED IN KENEDY COUNTY ON PADRE ISLAND,
 AB1472'ABOUT 47.5 MILES SSW OF CORPUS CHRISTI PASS OPPOSITE LOPENA
 AB1472'ISLAND.  IT IS ABOUT 0.75 MILE W OF THE BEACH, ON THE E SIDE OF A
 AB1472'LOW GRASS-COVERED KNOLL ON THE W SIDE OF THE ISLAND AND ABOUT
 AB1472'150 FEET E OF A MUD FLAT.
 AB1472'
 AB1472'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1472'TOP OF A 3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG, EMBEDDED IN
 AB1472'CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1472'
 AB1472'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1472
 AB1472                          STATION RECOVERY (1949)
 AB1472
 AB1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1472'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AB1472'
 AB1472'STATION IS LOCATED ON PADRE ISLAND, ABOUT 15.4 MILES S OF
 AB1472'YARBOROUGH PASS, 20 MILES N OF AN OLD BOILER ON BEACH, 0.7 MILE W
 AB1472'OF MEAN HIGH-WATER LINE OF THE GULF, ON THE E SIDE OF LOW
 AB1472'GRASS-COVERED ISLAND ON E SIDE OF MUD FLATS, AND 4 FEET W
 AB1472'OF A 4- BY 4-INCH WHITE WITNESS POST.
 AB1472'
 AB1472'STATION MARK IS A BRONZE DISK, STAMPED PEERLESS 1939, SCREWED
 AB1472'TO THE TOP OF A 3-INCH GALVANIZED-IRON PIPE PROJECTING 16
 AB1472'INCHES ABOVE GROUND.
 AB1472
 AB1472                          STATION RECOVERY (1958)
 AB1472
 AB1472'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1472'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AB1472
 AB1472                          STATION RECOVERY (1968)
 AB1472
 AB1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1472'STATION MARK RECOVERED IN GOOD CONDITION.  THE 1949 RECOVERY
 AB1472'NOTE, BY G.E.M. JR., IS ADEQUATE.
 AB1472'
 AB1472'A NEW TO REACH FOLLOWS--
 AB1472'
 AB1472'FROM THE NUECES COUNTY PARK PIER (BOB HALL PIER) ON PADRE
 AB1472'ISLAND, PROCEED SOUTH-SOUTHWESTERLY ALONG THE BEACH 11.0 MILES
 AB1472'TO THE PADRE ISLAND NATIONAL SEASHORE NORTH DISTRICT RANGER
 AB1472'HEADQUARTERS, CONTINUE ALONG THE BEACH 33.0 MILES TO A BEACH
 AB1472'HOUSE AND A TRAIL THROUGH THE DUNES, TURN RIGHT AND FOLLOW TRAIL
 AB1472'ABOUT 0.6 MILES TO WHERE THE TRAIL TURNS NORTH, TURN SOUTH HERE
 AB1472'AND PICK WAY ALONG EDGE OF MUD FLATS ABOUT 0.1 MILE FROM
 AB1472'THIS POINT WALK ACROSS MUD FLATS ABOUT 0.2 MILE TO THE
 AB1472'STATION.  THE MUD FLATS CAN BE DRIVEN IN DRY WEATHER BY PICKING
 AB1472'A WAY FROM ISLAND TO ISLAND.  A 4 WHEEL DRIVE VEHICLE IS
 AB1472'NECESSARY TO REACH THE STATION.
 AB1472
 AB1472                          STATION RECOVERY (1969)
 AB1472
 AB1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1472'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 AB1472'IN GOOD CONDITION.  THE STATION CAN BE REACHED BY
 AB1472'4-WHEEL-DRIVE VEHICLES ONLY.
 AB1472'
 AB1472'ADDITIONAL NOTE TO AID IN RECOVERY--THE STATION IS 36 FEET
 AB1472'SOUTHWEST OF THE NORTH EDGE OF THE ISLAND AND 1 FOOT SOUTH OF
 AB1472'A STEEL WITNESS POST.
 AB1472'
 AB1472'TO REACH THE STATION FROM THE ENTRANCE TO THE PADRE ISLAND
 AB1472'CAUSEWAY (JUST SOUTH OF THE CORPUS CHRISTI NAVAL AIR STATION),
 AB1472'GO EASTERLY ACROSS THE CAUSEWAY FOR 4.9 MILES TO A JUNCTION
 AB1472'OF PARK ROADS 22 AND 53.  KEEP STRAIGHT AHEAD ON PARK ROAD
 AB1472'53 FOR 15.65 MILES TO THE END OF THE PAVEMENT AT THE GULF
 AB1472'BEACH.  TURN RIGHT AND GO SOUTHERLY DOWN THE BEACH FOR 7.0
 AB1472'MILES TO A SIGN 4-WHEEL DRIVE VEHICLES ONLY BEYOND THIS POINT.
 AB1472'CONTINUE SOUTHERLY ALONG BEACH FOR 8.9 MILES TO YARBOROUGH
 AB1472'PASS (NOW FILLED BY SAND).  CONTINUE SOUTHERLY ALONG THE
 AB1472'BEACH FOR 3.95 MILES TO A BROAD PASS AND A TRACK ROAD LEADING
 AB1472'WEST OFF THE BEACH.  TURN RIGHT, GO WEST ON TRACK ROAD
 AB1472'THROUGH THE DUNES AND GO SOUTHWEST AND SOUTH FOR 0.8 MILE TO
 AB1472'A REVERSE Y-INTERSECTION.  KEEP STRAIGHT AHEAD,
 AB1472'SOUTHERLY, FOR 3.65 MILES TO TRIANGULATION STATION RAINBOW
 AB1472'1939 (ABOUT 0.15 MILE TO THE EAST).  CONTINUE SOUTHERLY ON
 AB1472'THE TRACK ROAD FOR 4.1 MILES TO AN OLD BUILDING SITE, OLD
 AB1472'CORRALS AND TRIANGULATION STATION DUNN 1939 (ABOUT 0.3 MILE TO
 AB1472'THE EAST).  CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 2.0
 AB1472'MILES TO TWO OLD GATE POSTS.  CONTINUE AHEAD ON THE
 AB1472'TRACK ROAD FOR 2.6 MILES TO A POINT WHERE THE MAIN ROAD
 AB1472'CURVES TO THE SOUTHEAST TOWARD A BEACH CABIN.  LEAVE THE MAIN
 AB1472'ROAD AT THIS POINT BY GOING SOUTHERLY ALONG EAST SIDE OF MUD
 AB1472'FLAT FOR 0.3 MILE TO END OF DIM TRACK ROAD AND END OF
 AB1472'TRUCK TRAVEL.  PACK WEST-SOUTHWEST OVER MUD FLAT FOR
 AB1472'APPROXIMATELY 1/4 MILE TO ISLAND AND STATION.
 AB1472'
 AB1472'STATION NOT OCCUPIED.
 AB1472'
 AB1472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--47-1/2 MILES
 AB1472'SSW OF CORPUS CHRISTI.
 AB1472
 AB1472                          STATION RECOVERY (1979)
 AB1472
 AB1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1472'STATION WAS NOT OCCUPIED.
 AB1472'
 AB1472'NO REFERENCE MARKS TO THIS STATION.
 AB1472'
 AB1472'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, THE 1939,
 AB1472'1958, 1968 AND THE 1969 DESCRIPTION AND RECOVERY NOTE ARE ADEQUATE,
 AB1472'STATION MARK IS STAMPED PEERLESS 1939, A 2X6 ABOUT 4 FEET HIGH IS
 AB1472'WEST OF STATION MARK ABOUT 2 FEET, WEST OF MUD FLATS, MARK
 AB1472'PROJECTING ABOUT 4 INCHES.
 AB1472'
 AB1472'THE STATION WAS REACHED BY A 4 WHEEL DRIVE VEHICLE FROM THE END OF
 AB1472'PARK ROAD 22 BY DRIVING SOUTH ALONG BEACH FOR 16 MILES TO YARBOROUGH
 AB1472'PASS, CONTINUE SOUTH ON BEACH FOR 15.3 MILES, FROM HERE PACK
 AB1472'WESTERLY ACROSS SAND DUNES AND MUD FLATS FOR APPROXIMATELY 0.7 MILE
 AB1472'TO STATION.
 AB1472'
 AB1472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 57 MILES
 AB1472'SOUTH OF CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1388 ***********************************************************************
 DM1388  DESIGNATION -  PEERLESS RM 3
 DM1388  PID         -  DM1388
 DM1388  STATE/COUNTY-  TX/HOPKINS
 DM1388  USGS QUAD   -  COOPER SOUTH (1964)
 DM1388
 DM1388                         *CURRENT SURVEY CONTROL
 DM1388  ___________________________________________________________________
 DM1388* NAD 83(1993)-  33 15 30.41590(N)    095 42 17.18104(W)     ADJUSTED  
 DM1388* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 DM1388  ___________________________________________________________________
 DM1388  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DM1388  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DM1388
 DM1388  HORZ ORDER  -  SECOND
 DM1388
 DM1388.The horizontal coordinates were established by classical geodetic methods
 DM1388.and adjusted by the National Geodetic Survey in February 1996..
 DM1388
 DM1388.The orthometric height was scaled from a topographic map.
 DM1388
 DM1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1388
 DM1388.The geoid height was determined by GEOID03.
 DM1388
 DM1388;                    North         East     Units Scale Factor Converg.
 DM1388;SPC TXNC     - 2,179,977.488   860,396.522   MT  0.99987911   +1 31 28.2
 DM1388;SPC TXNC     - 7,152,142.81  2,822,817.59   sFT  0.99987911   +1 31 28.2
 DM1388;UTM  15      - 3,683,202.283   248,033.071   MT  1.00038282   -1 29 02.8
 DM1388
 DM1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1388!SPC TXNC     -   0.99997693  x   0.99987911  =   0.99985604
 DM1388!UTM  15      -   0.99997693  x   1.00038282  =   1.00035974
 DM1388
 DM1388:                Primary Azimuth Mark                     Grid Az
 DM1388:SPC TXNC     -  PEERLESS AZ MK                           031 05 45.7
 DM1388:UTM  15      -  PEERLESS AZ MK                           034 06 16.7
 DM1388
 DM1388|---------------------------------------------------------------------|
 DM1388| PID    Reference Object                     Distance      Geod. Az  |
 DM1388|                                                           dddmmss.s |
 DM1388| CY2791 PEERLESS AZ MK                                     0323713.9 |
 DM1388| CY2793 PEERLESS RM 2                        24.031 METERS 10311     |
 DM1388| DM1389 PEERLESS                              6.651 METERS 21611     |
 DM1388| CY2792 PEERLESS RM 1                        23.776 METERS 35623     |
 DM1388|---------------------------------------------------------------------|
 DM1388
 DM1388                          SUPERSEDED SURVEY CONTROL
 DM1388
 DM1388  NAD 83(1993)-  33 15 30.41848(N)    095 42 17.17858(W) AD(       ) 2
 DM1388  NAD 83(1986)-  33 15 30.42250(N)    095 42 17.16888(W) AD(       ) 2
 DM1388  NAD 27      -  33 15 30.02000(N)    095 42 16.31800(W) AD(       ) 2
 DM1388
 DM1388.Superseded values are not recommended for survey control.
 DM1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1388.See file dsdata.txt to determine how the superseded data were derived.
 DM1388
 DM1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4803383202(NAD 83)
 DM1388_MARKER: DS = TRIANGULATION STATION DISK
 DM1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1388
 DM1388  HISTORY     - Date     Condition        Report By
 DM1388  HISTORY     - 1951     MONUMENTED       CGS
 DM1388  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM1388
 DM1388                          STATION DESCRIPTION
 DM1388
 DM1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1388'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF COOPER,
 DM1388'1/2 MILE SOUTHWEST OF THE SMALL VILLAGE OF PEERLESS AND IN THE
 DM1388'SOUTHEAST CORNER OF A FARM YARD.  IT IS 67.5 FEET EAST-SOUTHEAST
 DM1388'OF THE SOUTHEAST CORNER OF THE HOUSE, 35.5 FEET NORTHEAST OF THE
 DM1388'SOUTHEAST CORNER OF YARD FENCE AND 14 FEET NORTHEAST OF THE
 DM1388'ENTRANCE TO A STORM CELLAR.  THE MARK IS FLUSH WITH THE SURFACE
 DM1388'OF THE GROUND AND THE DISK IS STAMPED PEERLESS NO 3 1951.
 DM1388'
 DM1388'REFERENCE MARK NO. 1 IS 66 FEET NORTHEAST OF THE NORTHEAST
 DM1388'CORNER OF THE HOUSE AND 6 FEET NORTH OF A HEDGE TREE.  THE MARK
 DM1388'PROJECTS 6 INCHES AND THE DISK IS STAMPED PEERLESS NO 1 1935.
 DM1388'
 DM1388'REFERENCE MARK NO. 2 IS 90 FEET EAST OF A STORM CELLAR, 10 FEET
 DM1388'SOUTH OF THE APPROXIMATE CENTERLINE OF THE FARM LANE AND 2 FEET
 DM1388'SOUTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 DM1388'STAMPED PEERLESS NO 2 1935.
 DM1388'
 DM1388'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF AN OILED
 DM1388'STREET AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 DM1388'PROJECTS 6 INCHES AND THE DISK IS STAMPED PEERLESS AZIMUTH 1935.
 DM1388'
 DM1388'PEERLESS 1935 IS 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DM1388'THE HOUSE, 19.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DM1388'YARD FENCE AND 9 FEET SOUTH OF THE ENTRANCE TO A STORM CELLAR.
 DM1388'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 DM1388'STAMPED PEERLESS 1935.
 DM1388'
 DM1388'A TRAVERSE CONNECTION WAS MADE FROM PEERLESS TO REFERENCE MARK
 DM1388'NO. 3.  THE DISTANCE IS AS SHOWN ABOVE.
 DM1388'
 DM1388'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN COOPER, GO
 DM1388'EAST ON FARM ROAD 64 FOR 4.85 MILES TO ITS JUNCTION WITH HIGHWAY
 DM1388'154, BEAR RIGHT ON HIGHWAY 154 FOR 6.8 MILES TO THE INTERSECTION
 DM1388'WITH FARM ROAD 71, TURN RIGHT (WEST) ON FARM ROAD 71 FOR 7.4 MILES
 DM1388'TO CROSSROADS, DUE SOUTH OF THE VILLAGE OF PEERLESS, TURN RIGHT
 DM1388'(NORTH) 0.25 MILE TO A FENCE LANE ON THE LEFT, TURN LEFT (WEST)
 DM1388'ON FARM LANE 0.25 MILE TO FARM HOUSE AND THE STATION.
 DM1388'
 DM1388'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.25 MILE
 DM1388'TO OILED ROAD, TURN LEFT (NORTH) PASSING THROUGH THE VILLAGE OF
 DM1388'PEERLESS FOR 0.4 MILE TO A CEMETERY ON THE RIGHT, TURN RIGHT
 DM1388'(EAST) 0.05 MILE TO THE MARK ON THE RIGHT IN A T-FENCE CORNER.
 DM1388'
 DM1388'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DM1388
 DM1388                          STATION RECOVERY (1995)
 DM1388
 DM1388'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0730 ***********************************************************************
 CC0730  DESIGNATION -  PEGASUS FIELD MOBIL CORP TANK
 CC0730  PID         -  CC0730
 CC0730  STATE/COUNTY-  TX/MIDLAND
 CC0730  USGS QUAD   -  BENGE CORNER NW (1968)
 CC0730
 CC0730                         *CURRENT SURVEY CONTROL
 CC0730  ___________________________________________________________________
 CC0730* NAD 83(1993)-  31 40 21.44024(N)    102 10 07.77564(W)     ADJUSTED  
 CC0730* NAVD 88     -                                                        
 CC0730  ___________________________________________________________________
 CC0730  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CC0730  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CC0730
 CC0730  HORZ ORDER  -  THIRD
 CC0730
 CC0730.The horizontal coordinates were established by classical geodetic methods
 CC0730.and adjusted by the National Geodetic Survey in February 1996..
 CC0730.No horizontal observational check was made to the station.
 CC0730
 CC0730
 CC0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0730
 CC0730.The geoid height was determined by GEOID03.
 CC0730
 CC0730;                    North         East     Units Scale Factor Converg.
 CC0730;SPC TX C     - 3,223,812.509   525,961.615   MT  0.99995019   -0 56 43.4
 CC0730;SPC TX C     -10,576,791.54  1,725,592.40   sFT  0.99995019   -0 56 43.4
 CC0730;UTM  13      - 3,507,633.068   768,414.642   MT  1.00048868   +1 29 14.8
 CC0730
 CC0730                          SUPERSEDED SURVEY CONTROL
 CC0730
 CC0730  NAD 83(1986)-  31 40 21.44485(N)    102 10 07.76517(W) AD(       ) 4
 CC0730  NAD 27      -  31 40 20.96262(N)    102 10 06.26477(W) AD(       ) 3
 CC0730
 CC0730.Superseded values are not recommended for survey control.
 CC0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0730.See file dsdata.txt to determine how the superseded data were derived.
 CC0730
 CC0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR6841507633(NAD 83)
 CC0730_MARKER: 51 = TANK
 CC0730
 CC0730  HISTORY     - Date     Condition        Report By
 CC0730  HISTORY     - 1970     FIRST OBSERVED   NGS
 CC0730
 CC0730                          STATION DESCRIPTION
 CC0730
 CC0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0730'A SILVER COLORED STEEL TANK SUPPORTED BY FOUR STEEL PIPE
 CC0730'LEGS.  OVERALL HEIGHT IS APPROXIMATELY 100 FEET.  IT IS LOCATED
 CC0730'AT THE MOBIL OIL CORPORATION FIELD OFFICE AND YARD IN THE
 CC0730'PEGASUS OIL FIELD, APPROXIMATELY 22 MILES SOUTH-SOUTHEAST
 CC0730'OF MIDLAND, 1.7 MILES WEST ALONG FARM ROAD 1787 FROM ITS
 CC0730'INTERSECTION WITH FARM ROAD 1788 TO THE GATE AND CATTLE GUARD
 CC0730'ON THE LEFT, THENCE SOUTH THRU THE OIL CORP. YARD TO THE
 CC0730'TANK - 0.25 MILE.  THE TANK IS APPROXIMATELY 0.3 MILE
 CC0730'SOUTHEAST OF TRIANGULATION STATION OPJONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0393 ***********************************************************************
 BA0393  DESIGNATION -  PEGGY
 BA0393  PID         -  BA0393
 BA0393  STATE/COUNTY-  TX/TERRELL
 BA0393  USGS QUAD   -  BALCON CREEK (1983)
 BA0393
 BA0393                         *CURRENT SURVEY CONTROL
 BA0393  ___________________________________________________________________
 BA0393* NAD 83(1993)-  29 56 17.02162(N)    102 01 49.42827(W)     ADJUSTED  
 BA0393* NAVD 88     -       656.7    (meters)    2155.     (feet)  VERTCON   
 BA0393  ___________________________________________________________________
 BA0393  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BA0393  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BA0393
 BA0393  HORZ ORDER  -  FIRST
 BA0393
 BA0393.The horizontal coordinates were established by classical geodetic methods
 BA0393.and adjusted by the National Geodetic Survey in February 1996..
 BA0393
 BA0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BA0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BA0393
 BA0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0393
 BA0393.The geoid height was determined by GEOID03.
 BA0393
 BA0393;                    North         East     Units Scale Factor Converg.
 BA0393;SPC TXSC     - 4,237,053.557   307,483.472   MT  0.99991849   -1 29 04.7
 BA0393;SPC TXSC     -13,901,066.54  1,008,802.02   sFT  0.99991849   -1 29 04.7
 BA0393;UTM  13      - 3,315,631.519   786,653.928   MT  1.00061394   +1 28 58.9
 BA0393;UTM  14      - 3,315,785.078   207,474.977   MT  1.00065590   -1 30 48.4
 BA0393
 BA0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0393!SPC TXSC     -   0.99990047  x   0.99991849  =   0.99981897
 BA0393!UTM  13      -   0.99990047  x   1.00061394  =   1.00051435
 BA0393!UTM  14      -   0.99990047  x   1.00065590  =   1.00055630
 BA0393
 BA0393|---------------------------------------------------------------------|
 BA0393| PID    Reference Object                     Distance      Geod. Az  |
 BA0393|                                                           dddmmss.s |
 BA0393| CH9272 PEGGY RM 1                           19.785 METERS 01313     |
 BA0393| BA0405 SANTA ROSA MOUNTAIN                                2113138.3 |
 BA0393| BA0394 CONCRETE WATER TK CENTER 1934        22.300 METERS 27126     |
 BA0393| CH9271 PEGGY RM                             10.122 METERS 27733     |
 BA0393| CH9270 PEGGY AZ MK                                        3301107.4 |
 BA0393|---------------------------------------------------------------------|
 BA0393
 BA0393                          SUPERSEDED SURVEY CONTROL
 BA0393
 BA0393  NAD 83(1986)-  29 56 16.98945(N)    102 01 49.46202(W) AD(       ) 1
 BA0393  NAD 27      -  29 56 16.28900(N)    102 01 47.99700(W) AD(       ) 1
 BA0393  NGVD 29 (07/19/86)  656.5    (m)         2154.     (f) VERT ANG       
 BA0393
 BA0393.Superseded values are not recommended for survey control.
 BA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0393.See file dsdata.txt to determine how the superseded data were derived.
 BA0393
 BA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP8665415632(NAD 83)
 BA0393_MARKER: Z = SEE DESCRIPTION
 BA0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0393
 BA0393  HISTORY     - Date     Condition        Report By
 BA0393  HISTORY     - 1918     MONUMENTED       CGS
 BA0393  HISTORY     - 1934     GOOD             CGS
 BA0393  HISTORY     - 1935     GOOD             CGS
 BA0393  HISTORY     - 1943     GOOD             IBC
 BA0393
 BA0393                          STATION DESCRIPTION
 BA0393
 BA0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BA0393'STATION IS ABOUT 10 MILES SE OF DRYDEN, 2 MILES SE FROM TAYLORS
 BA0393'RANCH, ON THE HIGHEST POINT OF A LONG FLAT RIDGE EXTENDING
 BA0393'E AND W AND 20 METERS (66 FEET) N OF THE DRYDEN-MUCCA SPRING
 BA0393'ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET
 BA0393'IN CONCRETE.  STATION MARK PROJECTS 2 INCHES.
 BA0393'REFERENCE MARK IS STANDARD DISK SET IN CONCRETE.
 BA0393'IT IS 10.11 METERS (33.2 FEET) FROM THE STATION,
 BA0393'N 83 DEG 27 MIN W.  IN 1934 STATION FURTHER DESCRIBED AS BEING ON
 BA0393'LAND OWNED BY JOE KERR OF SANDERSON AND LEASED BY JESS HALEY,
 BA0393'182 FEET NW OF NW CORNER OF KERR RANCH HOUSE, 73 FEET
 BA0393'S 88 DEG 34 MIN E FROM CENTER OF CONCRETE WATER TANK
 BA0393'52 FEET IN DIAMETER, ABOUT 200 YARDS SW OF OIL DERRICK, AND
 BA0393'ABOUT 100 YARDS NE OF WINDMILL.  TO REACH FROM KERRS STORE
 BA0393'IN DRYDEN GO E ON U.S. HIGHWAY 90, 6.8 MILES TO GATE WITH
 BA0393'10-INCH POSTS ON S SIDE OF ROAD ABOUT 100 YARDS E OF SMALL
 BA0393'CONCRETE BRIDGE, PASS THROUGH GATE AND FOLLOW S 0.5 MILE ON
 BA0393'UNIMPROVED ROAD TO FORK, TAKE RIGHT FORK AND FOLLOW MAIN
 BA0393'ROAD 1.3 MILES TO GATE, PASS THROUGH GATE AND CONTINUE S
 BA0393'ALONG FENCE 0.7 MILE TO FORK, AND TAKE LEFT FORK 0.5 MILE TO
 BA0393'RANCH HOUSE AND STATION SITE.  REFERENCE MARK 1918 IS FLUSH
 BA0393'WITH GROUND AND 40 FEET E OF CENTER OF CONCRETE WATER
 BA0393'TANK.  ANOTHER REFERENCE MARK AND AZIMUTH MARK WERE SET.
 BA0393'REFERENCE MARK NO. 1, 1918-1934
 BA0393'PROJECTS 1 INCH, IS 10 FEET E OF E END OF CONCRETE SHEEP
 BA0393'WATER TROUGH AND 64.91 FEET FROM STATION N 13 DEG 13 MIN E.
 BA0393'AZIMUTH MARK 1918-1934 IS STANDARD DISK SET IN
 BA0393'CONCRETE, PROJECTING 5 INCHES, 6 FEET S OF E AND
 BA0393'W FENCE, N OF ROAD LEADING TO STATION, AND 0.3 MILE FROM
 BA0393'STATION, N 29 DEG 49 MIN W.  ELEVATION OF
 BA0393'STATION, 656.5 METERS (2,154 FEET).
 BA0393
 BA0393                          STATION RECOVERY (1935)
 BA0393
 BA0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BA0393'STATION RECOVERED.  IT WAS OBSERVED UPON BUT NOT OCCUPIED
 BA0393'BY THE OBSERVING PARTY.
 BA0393
 BA0393                          STATION RECOVERY (1943)
 BA0393
 BA0393'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 BA0393'RECOVERED AND OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6372 ***********************************************************************
 AW6372  DESIGNATION -  PEGGY LAKE HOUSTON LT PWR TANK
 AW6372  PID         -  AW6372
 AW6372  STATE/COUNTY-  TX/HARRIS
 AW6372  USGS QUAD   -  LA PORTE (1982)
 AW6372
 AW6372                         *CURRENT SURVEY CONTROL
 AW6372  ___________________________________________________________________
 AW6372* NAD 83(1993)-  29 43 35.69083(N)    095 03 29.87859(W)     ADJUSTED  
 AW6372* NAVD 88     -                                                        
 AW6372  ___________________________________________________________________
 AW6372  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6372  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6372
 AW6372  HORZ ORDER  -  THIRD
 AW6372
 AW6372.The horizontal coordinates were established by classical geodetic methods
 AW6372.and adjusted by the National Geodetic Survey in February 1996..
 AW6372
 AW6372
 AW6372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6372
 AW6372.The geoid height was determined by GEOID03.
 AW6372
 AW6372;                    North         East     Units Scale Factor Converg.
 AW6372;SPC TXSC     - 4,216,248.581   981,242.782   MT  0.99988653   +1 55 51.9
 AW6372;SPC TXSC     -13,832,808.89  3,219,294.03   sFT  0.99988653   +1 55 51.9
 AW6372;UTM  15      - 3,290,262.564   300,917.907   MT  1.00008904   -1 01 15.5
 AW6372
 AW6372                          SUPERSEDED SURVEY CONTROL
 AW6372
 AW6372  NAD 83(1986)-  29 43 35.70650(N)    095 03 29.85952(W) AD(       ) 4
 AW6372  NAD 27      -  29 43 34.88337(N)    095 03 29.11289(W) AD(       ) 3
 AW6372
 AW6372.Superseded values are not recommended for survey control.
 AW6372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6372.See file dsdata.txt to determine how the superseded data were derived.
 AW6372
 AW6372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0091890263(NAD 83)
 AW6372_MARKER: 53 = ELEVATED TANK
 AW6372
 AW6372  HISTORY     - Date     Condition        Report By
 AW6372  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6372
 AW6372                          STATION DESCRIPTION
 AW6372
 AW6372'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6372'THE FINIAL ATOP THE CENTER OF A STEEL ELLIPTICAL TANK WITH
 AW6372'FOUR STEEL POSTS.  THE FINIAL MUST NOT BE CONFUSED WITH THE
 AW6372'MANHOLE COVER NEAR THE TOP OF THE TANK.  IT IS LOCATED AT
 AW6372'THE HOUSTON LIGHTING AND POWER CO. PLANT (NOW UNDER CONSTRUCTION),
 AW6372'4.5 MI. NW OF LA PORTE, 2 MI. N OF STATE HIGHWAY 225, 2 MI.
 AW6372'E OF STATE HIGHWAY 134, AND ON THE S SHORE OF PEGGY LAKE.
 AW6372'
 AW6372'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1578 ***********************************************************************
 AB1578  DESIGNATION -  PELICAN 1879
 AB1578  PID         -  AB1578
 AB1578  STATE/COUNTY-  TX/CAMERON
 AB1578  USGS QUAD   -  HAWK ISLAND (1970)
 AB1578
 AB1578                         *CURRENT SURVEY CONTROL
 AB1578  ___________________________________________________________________
 AB1578* NAD 83(1993)-  26 24 34.96560(N)    097 22 45.84046(W)     ADJUSTED  
 AB1578* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AB1578  ___________________________________________________________________
 AB1578  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 AB1578  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AB1578
 AB1578  HORZ ORDER  -  THIRD
 AB1578
 AB1578.The horizontal coordinates were established by classical geodetic methods
 AB1578.and adjusted by the National Geodetic Survey in February 1996..
 AB1578
 AB1578.The orthometric height was scaled from a topographic map.
 AB1578
 AB1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1578
 AB1578.The geoid height was determined by GEOID03.
 AB1578
 AB1578;                    North         East     Units Scale Factor Converg.
 AB1578;SPC TX S     - 5,082,820.791   411,792.546   MT  0.99994767   +0 30 31.5
 AB1578;SPC TX S     -16,675,887.88  1,351,022.71   sFT  0.99994767   +0 30 31.5
 AB1578;UTM  14      - 2,922,075.119   661,632.245   MT  0.99992255   +0 43 15.5
 AB1578
 AB1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1578!SPC TX S     -   1.00000212  x   0.99994767  =   0.99994979
 AB1578!UTM  14      -   1.00000212  x   0.99992255  =   0.99992467
 AB1578
 AB1578                          SUPERSEDED SURVEY CONTROL
 AB1578
 AB1578  NAD 83(1986)-  26 24 34.98028(N)    097 22 45.80207(W) AD(       ) 3
 AB1578  NAD 27      -  26 24 33.71800(N)    097 22 44.86000(W) AD(       ) 3
 AB1578
 AB1578.Superseded values are not recommended for survey control.
 AB1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1578.See file dsdata.txt to determine how the superseded data were derived.
 AB1578
 AB1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6163222075(NAD 83)
 AB1578_MARKER: Z = SEE DESCRIPTION
 AB1578_SETTING: 0 = UNSPECIFIED SETTING
 AB1578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1578
 AB1578  HISTORY     - Date     Condition        Report By
 AB1578  HISTORY     - 1879     MONUMENTED       CGS
 AB1578
 AB1578                          STATION DESCRIPTION
 AB1578
 AB1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1879
 AB1578'LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1573 ***********************************************************************
 AB1573  DESIGNATION -  PELICAN 2
 AB1573  PID         -  AB1573
 AB1573  STATE/COUNTY-  TX/CAMERON
 AB1573  USGS QUAD   -  HAWK ISLAND (1970)
 AB1573
 AB1573                         *CURRENT SURVEY CONTROL
 AB1573  ___________________________________________________________________
 AB1573* NAD 83(1993)-  26 24 34.56824(N)    097 22 47.87287(W)     ADJUSTED  
 AB1573* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AB1573  ___________________________________________________________________
 AB1573  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 AB1573  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AB1573
 AB1573  HORZ ORDER  -  THIRD
 AB1573
 AB1573.The horizontal coordinates were established by classical geodetic methods
 AB1573.and adjusted by the National Geodetic Survey in February 1996..
 AB1573
 AB1573.The orthometric height was scaled from a topographic map.
 AB1573
 AB1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1573
 AB1573.The geoid height was determined by GEOID03.
 AB1573
 AB1573;                    North         East     Units Scale Factor Converg.
 AB1573;SPC TX S     - 5,082,808.062   411,736.335   MT  0.99994769   +0 30 30.6
 AB1573;SPC TX S     -16,675,846.12  1,350,838.29   sFT  0.99994769   +0 30 30.6
 AB1573;UTM  14      - 2,922,062.183   661,576.083   MT  0.99992233   +0 43 14.6
 AB1573
 AB1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1573!SPC TX S     -   1.00000212  x   0.99994769  =   0.99994981
 AB1573!UTM  14      -   1.00000212  x   0.99992233  =   0.99992445
 AB1573
 AB1573:                Primary Azimuth Mark                     Grid Az
 AB1573:SPC TX S     -  CORPUS CHRI PORT ISABEL LT 301           359 50 28.7
 AB1573:UTM  14      -  CORPUS CHRI PORT ISABEL LT 301           359 37 44.7
 AB1573
 AB1573|---------------------------------------------------------------------|
 AB1573| PID    Reference Object                     Distance      Geod. Az  |
 AB1573|                                                           dddmmss.s |
 AB1573| AB1577 CORPUS CHRI PORT ISABEL LT 301      APPROX. 8.2 KM 0002059.3 |
 AB1573| AB1546 CORPUS CHRI PORT ISABEL LT 316      APPROX. 3.1 KM 0801237.6 |
 AB1573| AB1556 HARLINGEN PORT ISABEL LIGHT 2       APPROX. 8.2 KM 1363146.4 |
 AB1573| AB1571 WATER                               APPROX. 5.6 KM 1925148.0 |
 AB1573| CV2781 PELICAN 2 RM                          9.320 METERS 27612     |
 AB1573|---------------------------------------------------------------------|
 AB1573
 AB1573                          SUPERSEDED SURVEY CONTROL
 AB1573
 AB1573  NAD 83(1986)-  26 24 34.58299(N)    097 22 47.83474(W) AD(       ) 3
 AB1573  NAD 27      -  26 24 33.33200(N)    097 22 46.90800(W) AD(       ) 3
 AB1573
 AB1573.Superseded values are not recommended for survey control.
 AB1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1573.See file dsdata.txt to determine how the superseded data were derived.
 AB1573
 AB1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6157622062(NAD 83)
 AB1573_MARKER: DS = TRIANGULATION STATION DISK
 AB1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1573
 AB1573  HISTORY     - Date     Condition        Report By
 AB1573  HISTORY     - 1913     MONUMENTED       CGS
 AB1573  HISTORY     - 1931     GOOD             USE
 AB1573  HISTORY     - 1938     GOOD             CGS
 AB1573  HISTORY     - 1947     GOOD             HUMBLE
 AB1573  HISTORY     - 1950     MARK NOT FOUND   CGS
 AB1573  HISTORY     - 1956     SEE DESCRIPTION  LOCENG
 AB1573  HISTORY     - 19910507 MARK NOT FOUND   USPSQD
 AB1573
 AB1573                          STATION DESCRIPTION
 AB1573
 AB1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1573'ON ONE OF THE HIGHEST POINTS NEAR THE MOST NORTHERN MOUTH
 AB1573'OF THE ARROYO COLORADO.  A SMALL BIGHT MAKES IN ON THE STEEP
 AB1573'BANK TO THE SOUTHEASTWARD FROM THE STATION ABOUT 40 METERS
 AB1573'(131 FEET) DISTANT.  THE STATION IS NEAR THE MIDDLE OF THE
 AB1573'POINT AND CAN EASILY BE REACHED FROM THE S OR W.  THE STATION
 AB1573'IS MARKED BY A CEMENT POST WHICH IS 2-1/2 FEET LONG AND 7-1/2
 AB1573'INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD DISK
 AB1573'STATION MARK IS SET INTO THE CENTER OF THE TOP OF COLUMN.
 AB1573'THE SUB-SURFACE MARK IS A NAIL OR SMALL WOODEN PEG SET INTO A
 AB1573'SMALL QUANTITY OF CEMENT, WHICH IS 6 INCHES BELOW THE CEMENT
 AB1573'POST.  SIX INCHES OF SAND OR EARTH SEPARATES THE SURFACE
 AB1573'AND SUB-SURFACE MARKS.  THE TOP OF THE SURFACE MARK
 AB1573'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  THE
 AB1573'REFERENCE MARK IS A CEMENT POST 2-1/2 FEET LONG AND
 AB1573'7-1/2 INCHES IN DIAMETER, INCASED IN A PIPE MADE OF
 AB1573'STAKES.  A STANDARD DISK REFERENCE MARK IS SET INTO THE TOP
 AB1573'OF THE POST.  THE TABLET HAS AN ARROW WHICH POINTS
 AB1573'TOWARD THE STATION.  THE TOP OF THE CEMENT POST IS ABOUT 6
 AB1573'INCHES ABOVE THE GROUND.  THE REFERENCE MARK IS IN
 AB1573'RANGE WITH THE TANGENT TO THE NEAREST POINT OF LAND TO
 AB1573'THE WESTWARD, AND IS DISTANT 9.32 METERS (30.6 FEET) FROM
 AB1573'THE STATION, N 83 DEG 48 MIN W.  THERE IS
 AB1573'A LARGE MESQUITE TREE, DISTANT 50 METERS (164 FEET), S 3
 AB1573'DEG W (MAGNETIC).  AND A LARGE MESQUITE TREE DISTANT 100
 AB1573'METERS (328 FEET) S 26 DEG E (MAGNETIC).
 AB1573
 AB1573                          STATION RECOVERY (1931)
 AB1573
 AB1573'RECOVERY NOTE BY US ENGINEERS 1931
 AB1573'PRESENT CONDITION OF THE MARK GOOD.
 AB1573
 AB1573                          STATION RECOVERY (1938)
 AB1573
 AB1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1573'THIS STATION WAS NOT VISITED BY THIS PARTY.  IT IS DIFFICULT TO
 AB1573'REACH BY AN ORDINARY MEANS OF TRANSPORTATION.
 AB1573'
 AB1573'THE STATION WAS RECOVERED IN GOOD CONDITION BY THE U.S.E.D. IN
 AB1573'1932.
 AB1573'
 AB1573'IT IS PROBABLE THAT THE STATION STILL EXITS UNLESS WASHED
 AB1573'OUT DURING THE 1933 HURRICANE WHICH DESTROYED SEVERAL OTHER
 AB1573'STATIONS IN THIS VICINITY.
 AB1573
 AB1573                          STATION RECOVERY (1947)
 AB1573
 AB1573'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1947
 AB1573'STATION IS IN FAIR CONDITION, CONCRETE CRACKED ON TRIANGULATION
 AB1573'STATION.  METAL PLATE GONE FROM REFERENCE MARK, CONCRETE
 AB1573'STILL IN PLACE.
 AB1573
 AB1573                          STATION RECOVERY (1950)
 AB1573
 AB1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1573'STATION AND REFERENCE MARK LOST.  THE STATION AND REFERENCE
 AB1573'MARK FOUND WITH THE TOPS OF BOTH MONUMENTS BROKEN OFF.  THE
 AB1573'DISKS WERE NOT FOUND BUT THE DISTANCE FROM THE STATION TO
 AB1573'THE REFERENCE MARK CHECKED.  THE BASE OF THE MONUMENTS ARE
 AB1573'STILL INTACT IN THE GROUND.
 AB1573'
 AB1573'THE GENERAL LOCATION OF THE STATION IS STILL ADEQUATE.
 AB1573
 AB1573                          STATION RECOVERY (1956)
 AB1573
 AB1573'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 AB1573'LETTER OF MR. GEO. A. HOUSTON, CO. ENGR., CAMERON COUNTY
 AB1573'ENGINEERING DEPT., BROWNSVILLE, TEXAS, DATED JULY 20, 1956--
 AB1573'
 AB1573'THE STATION WAS FOUND TO BE DESTROYED TO A CERTAIN EXTENT.
 AB1573'BOTH THE STATION AND AZIMUTH MARKS WERE APPARENTLY SHOT AT
 AB1573'WITH A POWERFUL RIFLE AND THE PLATES WERE GONE, HOWEVER, THE
 AB1573'INDENTATION OF THE SHAFTS OF THE PLATES WERE STILL IN EVIDENCE.
 AB1573'THERE WAS NO ATTEMPT MADE TO SEE IF THE PERMANENT MARK WAS
 AB1573'STILL BURIED, BUT I ASSUME FROM THE CONDITION OF THE MARK
 AB1573'THAT IT IS STILL INTACT AND COULD BE REPLACED WITHOUT TOO
 AB1573'MUCH EXPENSE AT THE PRESENT TIME.
 AB1573
 AB1573                          STATION RECOVERY (1991)
 AB1573
 AB1573'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5900 ***********************************************************************
 AW5900  DESIGNATION -  PELICAN IS US QUARANTINE CUP
 AW5900  PID         -  AW5900
 AW5900  STATE/COUNTY-  TX/GALVESTON
 AW5900  USGS QUAD   -  GALVESTON (1994)
 AW5900
 AW5900                         *CURRENT SURVEY CONTROL
 AW5900  ___________________________________________________________________
 AW5900* NAD 83(1993)-  29 20 12.33224(N)    094 46 38.27623(W)     ADJUSTED  
 AW5900* NAVD 88     -                                                        
 AW5900  ___________________________________________________________________
 AW5900  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW5900  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW5900
 AW5900  HORZ ORDER  -  THIRD
 AW5900
 AW5900.The horizontal coordinates were established by classical geodetic methods
 AW5900.and adjusted by the National Geodetic Survey in February 1996..
 AW5900
 AW5900
 AW5900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5900
 AW5900.The geoid height was determined by GEOID03.
 AW5900
 AW5900;                    North         East     Units Scale Factor Converg.
 AW5900;SPC TXSC     - 4,174,021.330 1,009,969.467   MT  0.99986324   +2 04 07.5
 AW5900;SPC TXSC     -13,694,268.31  3,313,541.49   sFT  0.99986324   +2 04 07.5
 AW5900;UTM  15      - 3,246,608.093   327,440.786   MT  0.99996743   -0 52 15.6
 AW5900
 AW5900                          SUPERSEDED SURVEY CONTROL
 AW5900
 AW5900  NAD 83(1986)-  29 20 12.34745(N)    094 46 38.25691(W) AD(       ) 4
 AW5900  NAD 27      -  29 20 11.49855(N)    094 46 37.55480(W) AD(       ) 3
 AW5900
 AW5900.Superseded values are not recommended for survey control.
 AW5900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5900.See file dsdata.txt to determine how the superseded data were derived.
 AW5900
 AW5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2744146608(NAD 83)
 AW5900_MARKER: 83 = FLAGSTAFF
 AW5900
 AW5900  HISTORY     - Date     Condition        Report By
 AW5900  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5900  HISTORY     - 1939     GOOD             CGS
 AW5900  HISTORY     - 1947     GOOD             CGS
 AW5900  HISTORY     - 1960     GOOD             CGS
 AW5900  HISTORY     - 1965     GOOD             CGS
 AW5900  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW5900  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW5900  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW5900  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW5900  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW5900
 AW5900                          STATION DESCRIPTION
 AW5900
 AW5900'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5900'ABOUT 3 MILES NE OF GALVESTON AND ON THE NE EXTREMITY OF
 AW5900'PELICAN ISLAND.
 AW5900'
 AW5900'STATION IS A 6-FOOT FLAGSTAFF ON THE CUPOLA OF THE MAIN BUILDING
 AW5900'OF A U.S. QUARANTINE STATION.  THE OFFICIAL FLAG IS FLOWN
 AW5900'THEREFROM.
 AW5900
 AW5900                          STATION RECOVERY (1939)
 AW5900
 AW5900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5900'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5900
 AW5900                          STATION RECOVERY (1947)
 AW5900
 AW5900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5900'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5900
 AW5900                          STATION RECOVERY (1960)
 AW5900
 AW5900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5900'STATION RECOVERED IN FAIR CONDITION.  THE BUILDINGS APPEAR TO
 AW5900'BE ABANDONED AND SEEMS TO BE ROTTING DOWN.
 AW5900
 AW5900                          STATION RECOVERY (1965)
 AW5900
 AW5900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5900'STATION RECOVERED AS DESCRIBED IN 1960 RECOVERY NOTE.
 AW5900
 AW5900                          STATION RECOVERY (1987)
 AW5900
 AW5900'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW5900'MARK NOT FOUND.
 AW5900
 AW5900                          STATION RECOVERY (1999)
 AW5900
 AW5900'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5900'MARK NOT FOUND.
 AW5900
 AW5900                          STATION RECOVERY (2003)
 AW5900
 AW5900'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5900'MARK NOT FOUND.
 AW5900
 AW5900                          STATION RECOVERY (2004)
 AW5900
 AW5900'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5900'MARK NOT FOUND.
 AW5900
 AW5900                          STATION RECOVERY (2005)
 AW5900
 AW5900'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW5900'THE OLD QUARANTINE STATION IS GONE.  THIS MARK SHOULD BE DROPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6152 ***********************************************************************
 AW6152  DESIGNATION -  PELLY MUNICIPAL TANK
 AW6152  PID         -  AW6152
 AW6152  STATE/COUNTY-  TX/HARRIS
 AW6152  USGS QUAD   -  MORGANS POINT (1993)
 AW6152
 AW6152                         *CURRENT SURVEY CONTROL
 AW6152  ___________________________________________________________________
 AW6152* NAD 83(1993)-  29 43 22.09077(N)    094 58 33.12645(W)     ADJUSTED  
 AW6152* NAVD 88     -                                                        
 AW6152  ___________________________________________________________________
 AW6152  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW6152  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6152
 AW6152  HORZ ORDER  -  THIRD
 AW6152
 AW6152.The horizontal coordinates were established by classical geodetic methods
 AW6152.and adjusted by the National Geodetic Survey in February 1996..
 AW6152
 AW6152
 AW6152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6152
 AW6152.The geoid height was determined by GEOID03.
 AW6152
 AW6152;                    North         East     Units Scale Factor Converg.
 AW6152;SPC TXSC     - 4,216,101.638   989,226.845   MT  0.99988608   +1 58 17.3
 AW6152;SPC TXSC     -13,832,326.79  3,245,488.41   sFT  0.99988608   +1 58 17.3
 AW6152;UTM  15      - 3,289,704.576   308,885.272   MT  1.00005067   -0 58 47.8
 AW6152
 AW6152                          SUPERSEDED SURVEY CONTROL
 AW6152
 AW6152  NAD 83(1986)-  29 43 22.10691(N)    094 58 33.10764(W) AD(       ) 4
 AW6152  NAD 27      -  29 43 21.28696(N)    094 58 32.37487(W) AD(       ) 3
 AW6152
 AW6152.Superseded values are not recommended for survey control.
 AW6152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6152.See file dsdata.txt to determine how the superseded data were derived.
 AW6152
 AW6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0888589705(NAD 83)
 AW6152_MARKER: 53 = ELEVATED TANK
 AW6152
 AW6152  HISTORY     - Date     Condition        Report By
 AW6152  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6152  HISTORY     - 1952     GOOD             CGS
 AW6152  HISTORY     - 19981113 MARK NOT FOUND   USPSQD
 AW6152  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 AW6152
 AW6152                          STATION DESCRIPTION
 AW6152
 AW6152'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6152'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE PELLY
 AW6152'SECTION OF BAYTOWN, 90 FEET WEST OF AVENUE D AND 65 FEET
 AW6152'SOUTH OF WRIGHT STREET.  IT IS A 4-LEGGED STEEL STRUCTURE
 AW6152'SUPPORTING THE TANK PROPER WITH AN OVERALL HEIGHT OF 110
 AW6152'FEET.  THE BALL AT THE APEX WAS THE POINT OBSERVED.
 AW6152'
 AW6152'PROBABLY THE SAME STATION AS LOCATED IN 1931.
 AW6152
 AW6152                          STATION RECOVERY (1952)
 AW6152
 AW6152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6152'STATION RECOVERED IN GOOD CONDITION.  AN ORIGINAL DESCRIPTION
 AW6152'WAS NOT AVAILABLE.  THE DESCRIPTION IS AS FOLLOWS--
 AW6152'
 AW6152'LOCATED IN SECTION OF THE CITY OF BAYTOWN KNOWN AS PELLY,
 AW6152'AT THE INTERSECTION OF AVENUE C AND CLEVELAND STREET.  THE
 AW6152'STATION IS THE CENTER OF A 12 FT. STEEL ROD ATOP OF A 50,000
 AW6152'GALLON WATER TANK, 100 FT. HIGH, PAINTED SILVER.
 AW6152
 AW6152                          STATION RECOVERY (1998)
 AW6152
 AW6152'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6152'MARK NOT FOUND.
 AW6152
 AW6152                          STATION RECOVERY (2004)
 AW6152
 AW6152'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW6152'TANK HAS BEEN DESTROYED. ONLY A VACANT LOT EXISTS AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2096 ***********************************************************************
 BL2096  DESIGNATION -  PELT
 BL2096  PID         -  BL2096
 BL2096  STATE/COUNTY-  TX/HARDIN
 BL2096  USGS QUAD   -  SOUR LAKE (1984)
 BL2096
 BL2096                         *CURRENT SURVEY CONTROL
 BL2096  ___________________________________________________________________
 BL2096* NAD 83(1993)-  30 10 10.91545(N)    094 29 55.66515(W)     ADJUSTED  
 BL2096* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 BL2096  ___________________________________________________________________
 BL2096  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BL2096  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL2096
 BL2096  HORZ ORDER  -  SECOND
 BL2096
 BL2096.The horizontal coordinates were established by classical geodetic methods
 BL2096.and adjusted by the National Geodetic Survey in February 1996..
 BL2096
 BL2096.The orthometric height was scaled from a topographic map.
 BL2096
 BL2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2096
 BL2096.The geoid height was determined by GEOID03.
 BL2096
 BL2096;                    North         East     Units Scale Factor Converg.
 BL2096;SPC TX C     - 3,070,499.613 1,261,727.195   MT  0.99998627   +3 00 18.5
 BL2096;SPC TX C     -10,073,797.48  4,139,516.64   sFT  0.99998627   +3 00 18.5
 BL2096;SPC TXSC     - 4,267,282.027 1,033,443.210   MT  0.99996915   +2 12 18.7
 BL2096;SPC TXSC     -14,000,241.12  3,390,554.93   sFT  0.99996915   +2 12 18.7
 BL2096;UTM  15      - 3,338,538.359   355,682.980   MT  0.99985695   -0 45 12.1
 BL2096
 BL2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2096!SPC TX C     -   1.00000166  x   0.99998627  =   0.99998793
 BL2096!SPC TXSC     -   1.00000166  x   0.99996915  =   0.99997081
 BL2096!UTM  15      -   1.00000166  x   0.99985695  =   0.99985861
 BL2096
 BL2096|---------------------------------------------------------------------|
 BL2096| PID    Reference Object                     Distance      Geod. Az  |
 BL2096|                                                           dddmmss.s |
 BL2096| CV9002 PELT RM 1                            37.467 METERS 00906     |
 BL2096| BL2095 SOUR LAKE SUN PLINE CO RAD MST      APPROX.10.0 KM 1075628.7 |
 BL2096| BL2097 SOUR LAKE MUNICIPAL TANK            APPROX. 8.8 KM 1122058.1 |
 BL2096| CV9001 PELT AZ MK                                         1284853.3 |
 BL2096| CV9003 PELT RM 2                            36.307 METERS 13422     |
 BL2096| BL2114 SOUR LAKE TRANSCON PLINE MAST       APPROX. 1.0 KM 3250914.8 |
 BL2096|---------------------------------------------------------------------|
 BL2096
 BL2096                          SUPERSEDED SURVEY CONTROL
 BL2096
 BL2096  NAD 83(1993)-  30 10 10.92613(N)    094 29 55.65985(W) AD(       ) 2
 BL2096  NAD 83(1986)-  30 10 10.93325(N)    094 29 55.64979(W) AD(       ) 2
 BL2096  NAD 27      -  30 10 10.17200(N)    094 29 54.95500(W) AD(       ) 2
 BL2096
 BL2096.Superseded values are not recommended for survey control.
 BL2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2096.See file dsdata.txt to determine how the superseded data were derived.
 BL2096
 BL2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP5568338538(NAD 83)
 BL2096_MARKER: DS = TRIANGULATION STATION DISK
 BL2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2096
 BL2096  HISTORY     - Date     Condition        Report By
 BL2096  HISTORY     - 1951     MONUMENTED       CGS
 BL2096  HISTORY     - 1964     GOOD             CGS
 BL2096  HISTORY     - 19950904 GOOD             USPSQD
 BL2096  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL2096
 BL2096                          STATION DESCRIPTION
 BL2096
 BL2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2096'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF SOURLAKE
 BL2096'AND 0.25 MILE SOUTH-SOUTHEAST OF THE TRANSCONTINENTAL PUMPING
 BL2096'STATION.  IT IS 38.0 FEET WEST OF THE CENTER OF A CURVE IN
 BL2096'A GRADED ROAD WHERE THE ROAD CURVES FROM THE NORTHWEST TO THE
 BL2096'NORTH, 2.5 FEET SOUTHWEST OF A WITNESS POST AND SET IN A
 BL2096'NORTH-SOUTH FENCE LINE.  IT PROJECTS 5 INCHES AND IS STAMPED
 BL2096'PELT 1951.
 BL2096'
 BL2096'REFERENCE MARK NO. 1 IS 33.0 FEET EAST OF THE CENTER OF A
 BL2096'NORTH-SOUTH GRADED ROAD AND 1.0 FOOT WEST OF A NORTH-SOUTH
 BL2096'FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED PELT NO 1 1951.
 BL2096'
 BL2096'REFERENCE MARK NO. 2 IS 30.0 FEET WEST OF THE CENTER OF A
 BL2096'CURVE IN A GRADED ROAD WHERE THE ROAD CURVES FROM THE NORTHWEST
 BL2096'TO THE NORTH AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 BL2096'IT PROJECTS 5 INCHES AND IS STAMPED PELT NO 2 1951.
 BL2096'
 BL2096'THE AZIMUTH MARK IS 28.0 FEET NORTHEAST OF THE CENTER OF A
 BL2096'NORTHWEST-SOUTHEAST GRADED ROAD, 1.5 FEET SOUTHWEST OF A
 BL2096'NORTHWEST-SOUTHEAST FENCE LINE, 1.5 FEET SOUTHWEST OF A
 BL2096'WITNESS POST AND 1.0 FOOT NORTHWEST OF A TELEPHONE POLE.
 BL2096'IT PROJECTS 5 INCHES AND IS STAMPED PELT 1951.
 BL2096'
 BL2096'TO REACH THE STATION FROM THE POST OFFICE IN SOURLAKE, GO WEST
 BL2096'FOR 0.05 MILE TO A NORTH-SOUTH STREET.  TURN RIGHT, NORTH,
 BL2096'FOR 0.05 MILE TO AN EAST-WEST STREET, TURN LEFT, WEST, FOR
 BL2096'0.1 MILE TO A T ROAD INTERSECTION.  TURN RIGHT AND GO NORTH
 BL2096'AND WEST ON THE MAIN ROAD FOR 0.9 MILE TO A SMALL BUILDING
 BL2096'ON THE RIGHT.  (TEXAS CO. SOURLAKE AREA OFFICE AND WAREHOUSE)
 BL2096'CONTINUE NORTH AND WEST ON THE MAIN ROAD WHICH BECOMES A
 BL2096'DIRT ROAD FOR 4.6 MILES TO A SIDE ROAD LEFT.  CONTINUE
 BL2096'NORTHWEST ON THE MAIN ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON
 BL2096'THE RIGHT AS DESCRIBED.  FOLLOW THE MAIN ROAD NORTHWEST
 BL2096'FOR 0.35 MILE TO WHERE THE ROAD CURVES TO THE NORTH AND THE
 BL2096'STATION ON THE LEFT AS DESCRIBED.
 BL2096'
 BL2096'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BL2096
 BL2096                          STATION RECOVERY (1964)
 BL2096
 BL2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 BL2096'THE STATION MARK WAS RECOVERED.  THE REFERENCE MARKS AND THE
 BL2096'AZIMUTH MARK ARE OVERGROWN WITH BUSHES AND BRUSH AND WERE
 BL2096'NOT SEARCHED FOR DUE TO THE TIME INVOLVED.
 BL2096
 BL2096                          STATION RECOVERY (1995)
 BL2096
 BL2096'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2096'RECOVERED IN GOOD CONDITION.
 BL2096
 BL2096                          STATION RECOVERY (2005)
 BL2096
 BL2096'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL2096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0239 ***********************************************************************
 CU0239  DESIGNATION -  PELTY
 CU0239  PID         -  CU0239
 CU0239  STATE/COUNTY-  TX/NOLAN
 CU0239  USGS QUAD   -  NOLAN (1984)
 CU0239
 CU0239                         *CURRENT SURVEY CONTROL
 CU0239  ___________________________________________________________________
 CU0239* NAD 83(1993)-  32 17 54.06894(N)    100 09 02.35896(W)     ADJUSTED  
 CU0239* NAVD 88     -       759.057  (meters)    2490.34   (feet)  ADJUSTED  
 CU0239  ___________________________________________________________________
 CU0239  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CU0239  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CU0239  DYNAMIC HT  -         758.042 (meters)    2487.01  (feet)  COMP
 CU0239  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 CU0239
 CU0239  HORZ ORDER  -  SECOND
 CU0239  VERT ORDER  -  SECOND    CLASS 0
 CU0239
 CU0239.The horizontal coordinates were established by classical geodetic methods
 CU0239.and adjusted by the National Geodetic Survey in February 1996..
 CU0239
 CU0239.The orthometric height was determined by differential leveling
 CU0239.and adjusted by the National Geodetic Survey in June 1991..
 CU0239
 CU0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0239
 CU0239.The geoid height was determined by GEOID03.
 CU0239
 CU0239.The dynamic height is computed by dividing the NAVD 88
 CU0239.geopotential number by the normal gravity value computed on the
 CU0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0239.degrees latitude (g = 980.6199 gals.).
 CU0239
 CU0239.The modeled gravity was interpolated from observed gravity values.
 CU0239
 CU0239;                    North         East     Units Scale Factor Converg.
 CU0239;SPC TXNC     - 2,071,270.269   444,544.450   MT  0.99995838   -0 54 00.9
 CU0239;SPC TXNC     - 6,795,492.54  1,458,476.25   sFT  0.99995838   -0 54 00.9
 CU0239;UTM  14      - 3,574,087.903   391,664.724   MT  0.99974473   -0 36 53.6
 CU0239
 CU0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0239!SPC TXNC     -   0.99988500  x   0.99995838  =   0.99984339
 CU0239!UTM  14      -   0.99988500  x   0.99974473  =   0.99962976
 CU0239
 CU0239|---------------------------------------------------------------------|
 CU0239| PID    Reference Object                     Distance      Geod. Az  |
 CU0239|                                                           dddmmss.s |
 CU0239| CU0231 PELTY RM 1                           22.985 METERS 04008     |
 CU0239| CU0241 TAYLOR                              APPROX. 1.2 KM 0883057.8 |
 CU0239| CU0232 NOLAN D 2                            15.350 METERS 11415     |
 CU0239| CU0927 NOLAN                               436.841 METERS 3251906.8 |
 CU0239|---------------------------------------------------------------------|
 CU0239
 CU0239                          SUPERSEDED SURVEY CONTROL
 CU0239
 CU0239  NAD 83(1986)-  32 17 54.07473(N)    100 09 02.34721(W) AD(       ) 2
 CU0239  NAD 27      -  32 17 53.61390(N)    100 09 00.99650(W) AD(       ) 2
 CU0239  NGVD 29 (??/??/92)  758.854  (m)         2489.67   (f) ADJ UNCH    2 0
 CU0239
 CU0239.Superseded values are not recommended for survey control.
 CU0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0239.See file dsdata.txt to determine how the superseded data were derived.
 CU0239
 CU0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9166574088(NAD 83)
 CU0239_MARKER: DS = TRIANGULATION STATION DISK
 CU0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0239_STAMPING: PELTY 1961
 CU0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0239+STABILITY: SURFACE MOTION
 CU0239
 CU0239  HISTORY     - Date     Condition        Report By
 CU0239  HISTORY     - 1961     MONUMENTED       CGS
 CU0239  HISTORY     - 1961     GOOD             CGS
 CU0239
 CU0239                          STATION DESCRIPTION
 CU0239
 CU0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GEM)
 CU0239'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF MERKEL,
 CU0239'AND ABOUT 13 MILES SOUTH OF TRENT, AND ABOUT 5 MILES EAST-NORTHEAST
 CU0239'OF NOLAN.
 CU0239'
 CU0239'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MERKEL GO
 CU0239'WEST FOR 0.3 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH AND
 CU0239'WEST ON FARM ROAD 126 FOR 7.45 MILES TO AN INTERSECTION WITH
 CU0239'FARM ROAD 1085, KEEP LEFT, SOUTH AND WEST ON FARM ROAD 126
 CU0239'FOR 12.3 MILES TO THE STATION ON THE LEFT.
 CU0239'
 CU0239'THE STATION IS A STANDARD DISK STAMPED PELTY 1961, SET IN THE
 CU0239'TOP OF A 12X12-INCH CONCRETE MONUMENT WHICH IS FOUR INCHES
 CU0239'BELOW THE GROUND.  IT IS 22 FEET NORTH OF AN EAST-WEST FENCE LINE,
 CU0239'AND 25 FEET WEST OF THE CENTER LINE OF A DIRT ROAD.
 CU0239'
 CU0239'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED PELTY NO 1 1961,
 CU0239'SET IN THE TOP OF A 12X12-INCH CONCRETE MONUMENT WHICH PROJECTS
 CU0239'9 INCHES.  IT IS 39 FEET NORTH OF THE CENTER LINE OF FARM
 CU0239'ROAD 126, 5.5 FEET SOUTH OF A FENCE CORNER, AND 2 FEET SOUTH
 CU0239'OF A POWER LINE POLE.
 CU0239'
 CU0239'REFERENCE MARK NO 2 IS A USE DISK STAMPED NOLAN D2, SET IN
 CU0239'THE TOP OF A 6-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES.
 CU0239'IT IS 22 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH DIRT
 CU0239'ROAD, 40 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 126, AND
 CU0239'2 FEET SOUTH OF A WHITE WOOD WITNESS POST.  A TRAVERSE WAS
 CU0239'MEASURED TO THIS MARK FROM THE STATION.
 CU0239'
 CU0239'STATION TAYLOR CAN BE USED FOR THE AZIMUTH MARK.
 CU0239
 CU0239                          STATION RECOVERY (1961)
 CU0239
 CU0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CU0239'18.95 MI S FROM MERKEL.
 CU0239'18.95 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0239'75 FEET SOUTHWEST OF RM NO. 1, 48 FEET WEST OF (USE) USED AS RM NO. 2,
 CU0239'24 FEET NORTHWEST OF A FENCE CORNER, 21 FEET WEST OF THE CENTER LINE
 CU0239'OF A GRAVEL ROAD, 21 FEET NORTH OF A FENCE, 16 FEET SOUTH OF THE
 CU0239'CENTER LINE OF THE ROAD, 1 FOOT BELOW THE LEVEL OF THE ROAD, SET IN
 CU0239'TOP OF A 12 INCH SQUARE CONCRETE POST 4 FEET IN THE GROUND AND 6
 CU0239'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0231 ***********************************************************************
 CU0231  DESIGNATION -  PELTY RM 1
 CU0231  PID         -  CU0231
 CU0231  STATE/COUNTY-  TX/NOLAN
 CU0231  USGS QUAD   -  NOLAN (1984)
 CU0231
 CU0231                         *CURRENT SURVEY CONTROL
 CU0231  ___________________________________________________________________
 CU0231* NAD 83(1986)-  32 17 53.     (N)    100 09 01.     (W)     SCALED    
 CU0231* NAVD 88     -       758.870  (meters)    2489.73   (feet)  ADJUSTED  
 CU0231  ___________________________________________________________________
 CU0231  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CU0231  DYNAMIC HT  -         757.855 (meters)    2486.40  (feet)  COMP
 CU0231  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 CU0231
 CU0231  VERT ORDER  -  SECOND    CLASS 0
 CU0231
 CU0231.The horizontal coordinates were scaled from a topographic map and have
 CU0231.an estimated accuracy of +/- 6 seconds.
 CU0231
 CU0231.The orthometric height was determined by differential leveling
 CU0231.and adjusted by the National Geodetic Survey in June 1991..
 CU0231
 CU0231.The geoid height was determined by GEOID03.
 CU0231
 CU0231.The dynamic height is computed by dividing the NAVD 88
 CU0231.geopotential number by the normal gravity value computed on the
 CU0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0231.degrees latitude (g = 980.6199 gals.).
 CU0231
 CU0231.The modeled gravity was interpolated from observed gravity values.
 CU0231
 CU0231;                    North         East    Units  Estimated Accuracy
 CU0231;SPC TXNC     - 2,071,240.      444,580.      MT  (+/- 180 meters Scaled)
 CU0231
 CU0231                          SUPERSEDED SURVEY CONTROL
 CU0231
 CU0231  NGVD 29 (??/??/92)  758.667  (m)         2489.06   (f) ADJ UNCH    2 0
 CU0231
 CU0231.Superseded values are not recommended for survey control.
 CU0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0231.See file dsdata.txt to determine how the superseded data were derived.
 CU0231
 CU0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA917740(NAD 83)
 CU0231_MARKER: DR = REFERENCE MARK DISK
 CU0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0231_STAMPING: PELTY NO 1 1961
 CU0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0231+STABILITY: SURFACE MOTION
 CU0231
 CU0231  HISTORY     - Date     Condition        Report By
 CU0231  HISTORY     - 1961     MONUMENTED       CGS
 CU0231
 CU0231                          STATION DESCRIPTION
 CU0231
 CU0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0231'18.95 MI S FROM MERKEL.
 CU0231'18.95 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0231'75 FEET NORTHEAST OF THE STATION, 38 FEET NORTH OF THE CENTERLINE OF
 CU0231'THE ROAD, 3 FEET SOUTH OF A POWER POLE WITH ONE GUYWIRE, 1.6 FEET
 CU0231'BELOW THE LEVEL OF THE ROAD, SET IN TOP OF A 12 INCH SQUARE CONCRETE
 CU0231'POST 4 FEET IN THE GROUND AND PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0209 ***********************************************************************
 AP0209  DESIGNATION -  PEN
 AP0209  PID         -  AP0209
 AP0209  STATE/COUNTY-  TX/MAVERICK
 AP0209  USGS QUAD   -  PALOMA (1974)
 AP0209
 AP0209                         *CURRENT SURVEY CONTROL
 AP0209  ___________________________________________________________________
 AP0209* NAD 83(1993)-  28 56 28.61844(N)    100 29 05.79527(W)     ADJUSTED  
 AP0209* NAVD 88     -       274.0    (meters)     899.     (feet)  VERTCON   
 AP0209  ___________________________________________________________________
 AP0209  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AP0209  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AP0209
 AP0209  HORZ ORDER  -  FIRST
 AP0209
 AP0209.The horizontal coordinates were established by classical geodetic methods
 AP0209.and adjusted by the National Geodetic Survey in February 1996..
 AP0209
 AP0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0209
 AP0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0209
 AP0209.The geoid height was determined by GEOID03.
 AP0209
 AP0209;                    North         East     Units Scale Factor Converg.
 AP0209;SPC TXSC     - 4,123,710.066   455,247.362   MT  0.99988668   -0 43 39.0
 AP0209;SPC TXSC     -13,529,205.44  1,493,590.72   sFT  0.99988668   -0 43 39.0
 AP0209;UTM  14      - 3,202,387.960   355,276.299   MT  0.99985847   -0 43 07.4
 AP0209
 AP0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0209!SPC TXSC     -   0.99996052  x   0.99988668  =   0.99984721
 AP0209!UTM  14      -   0.99996052  x   0.99985847  =   0.99981900
 AP0209
 AP0209|---------------------------------------------------------------------|
 AP0209| PID    Reference Object                     Distance      Geod. Az  |
 AP0209|                                                           dddmmss.s |
 AP0209| CV5087 PEN RM                               13.765 METERS 01059     |
 AP0209| AZ0617 ANACACHO MTNS HIGHEST PEAK          APPROX.33.1 KM 0352450.4 |
 AP0209| AP0210 PALOMA RANCH WINDMILL               APPROX.10.0 KM 1325805.1 |
 AP0209| AP0213 HOUSE N GABLE 3 MI NW PALOMA        APPROX. 5.0 KM 1382252.1 |
 AP0209| AP0211 BURR                                APPROX. 7.2 KM 1854604.0 |
 AP0209| AP0227 WINDMILL NEAR STATION LAKE          APPROX. 7.6 KM 3265437.0 |
 AP0209| AZ0635 WINDMILL NEAR STA WHITE             APPROX. 7.5 KM 3350543.6 |
 AP0209|---------------------------------------------------------------------|
 AP0209
 AP0209                          SUPERSEDED SURVEY CONTROL
 AP0209
 AP0209  NAD 83(1986)-  28 56 28.61312(N)    100 29 05.77360(W) AD(       ) 1
 AP0209  NAD 27      -  28 56 27.72600(N)    100 29 04.49300(W) AD(       ) 1
 AP0209  NGVD 29 (07/19/86)  273.9    (m)          899.     (f) VERT ANG       
 AP0209
 AP0209.Superseded values are not recommended for survey control.
 AP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0209.See file dsdata.txt to determine how the superseded data were derived.
 AP0209
 AP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT5527602388(NAD 83)
 AP0209_MARKER: DS = TRIANGULATION STATION DISK
 AP0209_SETTING: 0 = UNSPECIFIED SETTING
 AP0209
 AP0209  HISTORY     - Date     Condition        Report By
 AP0209  HISTORY     - 1918     MONUMENTED       CGS
 AP0209  HISTORY     - 1964     GOOD             CGS
 AP0209
 AP0209                          STATION DESCRIPTION
 AP0209
 AP0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0209'STATION IS ABOUT 6 MILES NW OF THE PALOMA RAILROAD STATION,
 AP0209'3-1/2 MILES NW OF THE OLD BURR OR STONE RANCH WHICH IS ON
 AP0209'THE EAGLE PASS BRACKETVILLE ROAD, 425 METERS (1,394 FEET) IN
 AP0209'AZIMUTH 306 DEG FROM THE STOCK PENS ON THIS RANCH, BETWEEN
 AP0209'THE FORKS OF A ROAD, 9 METERS (30 FEET) W AND 150 METERS (492
 AP0209'FEET) E OF THEM.
 AP0209'
 AP0209'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AP0209'
 AP0209'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0209'
 AP0209'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AP0209'13.765 METERS (45.16 FEET) FROM THE STATION, N 10 DEG 59 MIN E.
 AP0209
 AP0209                          STATION RECOVERY (1964)
 AP0209
 AP0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRH)
 AP0209'STATION WAS RECOVERED IN EXCELLENT CONDITION.  IT PROTRUDES
 AP0209'0.4 FT ABOVE GROUND.  REFERENCE MARK WAS RECOVERED IN EXCELLENT
 AP0209'CONDITION.  IT PROTRUDES 0.2 FT ABOVE GROUND.  BURR RANCH
 AP0209'WINDMILL IS S 22 DEG 04 MIN W.
 AP0209'
 AP0209'TO REACH--FROM MAIN AND CEYLON STS. IN CITY OF EAGLE PASS,
 AP0209'PROCEED NORTHERLY ALONG U.S. 277 (EAGLE PASS - DEL RIO) FOR
 AP0209'12.5 MILES, TEX. HWY 131 ON RIGHT.  TURN RIGHT FOLLOWING 131
 AP0209'EASTERLY AND THENCE NORTHERLY 7.2 MILES, BURR RANCH LOCKED
 AP0209'GATE ON RIGHT.  TURN RIGHT PASSING THRU GATE AND FOLLOW RANCH
 AP0209'ROAD EASTERLY FOR .6 MILE, STOCK PENS ON LEFT.  FROM PENS
 AP0209'PROCEED S60 DEG EAST, 1240 FEET TO STATION ON RISE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0519 ***********************************************************************
 DP0519  DESIGNATION -  PEN ET
 DP0519  PID         -  DP0519
 DP0519  STATE/COUNTY-  TX/KING
 DP0519  USGS QUAD   -  KIOWA PEAK NW (1981)
 DP0519
 DP0519                         *CURRENT SURVEY CONTROL
 DP0519  ___________________________________________________________________
 DP0519* NAD 83(1993)-  33 25 40.50953(N)    100 09 05.82147(W)     ADJUSTED  
 DP0519* NAVD 88     -       539.5    (meters)    1770.     (feet)  VERTCON   
 DP0519  ___________________________________________________________________
 DP0519  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 DP0519  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DP0519
 DP0519  HORZ ORDER  -  SECOND
 DP0519
 DP0519.The horizontal coordinates were established by classical geodetic methods
 DP0519.and adjusted by the National Geodetic Survey in February 1996..
 DP0519
 DP0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0519
 DP0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0519
 DP0519.The geoid height was determined by GEOID03.
 DP0519
 DP0519;                    North         East     Units Scale Factor Converg.
 DP0519;SPC TXNC     - 2,196,514.210   446,423.055   MT  0.99989412   -0 54 02.8
 DP0519;SPC TXNC     - 7,206,397.04  1,464,639.64   sFT  0.99989412   -0 54 02.8
 DP0519;UTM  14      - 3,699,320.514   392,940.190   MT  0.99974131   -0 38 04.1
 DP0519
 DP0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0519!SPC TXNC     -   0.99991968  x   0.99989412  =   0.99981381
 DP0519!UTM  14      -   0.99991968  x   0.99974131  =   0.99966101
 DP0519
 DP0519|---------------------------------------------------------------------|
 DP0519| PID    Reference Object                     Distance      Geod. Az  |
 DP0519|                                                           dddmmss.s |
 DP0519| CX7935 PEN ET RM 1                          12.913 METERS 04452     |
 DP0519| DP0515 KIOWA 2 ET                          APPROX.12.3 KM 1321638.6 |
 DP0519| CX7936 PEN ET RM 2                          22.300 METERS 24252     |
 DP0519|---------------------------------------------------------------------|
 DP0519
 DP0519                          SUPERSEDED SURVEY CONTROL
 DP0519
 DP0519  NAD 83(1993)-  33 25 40.51147(N)    100 09 05.82176(W) AD(       ) 2
 DP0519  NAD 83(1986)-  33 25 40.51534(N)    100 09 05.81499(W) AD(       ) 2
 DP0519  NAD 27      -  33 25 40.19120(N)    100 09 04.44135(W) AD(       ) 2
 DP0519  NGVD 29 (07/19/86)  539.3    (m)         1769.     (f) VERT ANG       
 DP0519
 DP0519.Superseded values are not recommended for survey control.
 DP0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0519.See file dsdata.txt to determine how the superseded data were derived.
 DP0519
 DP0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB9294099321(NAD 83)
 DP0519_MARKER: DD = SURVEY DISK
 DP0519_SETTING: 66 = SET IN ROCK OUTCROP
 DP0519
 DP0519  HISTORY     - Date     Condition        Report By
 DP0519  HISTORY     - 1966     MONUMENTED       USGS
 DP0519
 DP0519                          STATION DESCRIPTION
 DP0519
 DP0519'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DP0519'LOCATED SOUTH 37 DEG EAST ABOUT 16.5 MILES (AIRLINE) FROM
 DP0519'GUTHRIE, TEXAS.  NORTH 12 DEG EAST ABOUT 21 MILES (AIRLINE) FROM
 DP0519'ASPERMONT, TEXAS.  ON A BRUSH-COVERED HILL ON THE FOUR SIXES
 DP0519'(6666) RANCH.  4.8 FEET NORTH OF A USGS WITNESS SIGN MOUNTED ON
 DP0519'A METAL POST.  THE STATION WAS REACHED FROM U.S. HWY. 83
 DP0519'THROUGH THE PARRAMORE RANCH.  THE STATION SITE CAN BE LOCATED ON
 DP0519'THE LUBBOCK (NI 14-7) 1--250,000-SERIES MAP.
 DP0519'
 DP0519'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DP0519'
 DP0519'STATION MARK--A USGS ALUMINUM TABLET SET IN A ROCK OUTCROP.  THE
 DP0519'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED PEN ET 1966.
 DP0519'
 DP0519'REFERENCE MARK NO. 1 IS A USGS BRONZE TABLET SET IN A ROCK
 DP0519'OUTCROP AND IS LOCATED 42.37 FEET (12.913 METERS) SW OF THE
 DP0519'STATION MARK AND IS STAMPED PEN ET NO. 1 1966.
 DP0519'
 DP0519'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET SET IN A ROCK
 DP0519'OUTCROP AND IS LOCATED 73.16 FEET (22.300 METERS) NE OF THE
 DP0519'STATION MARK AND IS STAMPED PEN ET NO. 2 1966.
 DP0519'
 DP0519'AZIMUTH MARK--USGS STATION KIOWA 2 ET IS VISIBLE FROM THE
 DP0519'GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1434 ***********************************************************************
 BZ1434  DESIGNATION -  PENELOPE
 BZ1434  PID         -  BZ1434
 BZ1434  STATE/COUNTY-  TX/HILL
 BZ1434  USGS QUAD   -  PENELOPE (1978)
 BZ1434
 BZ1434                         *CURRENT SURVEY CONTROL
 BZ1434  ___________________________________________________________________
 BZ1434* NAD 83(1993)-  31 51 30.62231(N)    096 54 37.50236(W)     ADJUSTED  
 BZ1434* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 BZ1434  ___________________________________________________________________
 BZ1434  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 BZ1434  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BZ1434
 BZ1434  HORZ ORDER  -  SECOND
 BZ1434
 BZ1434.The horizontal coordinates were established by classical geodetic methods
 BZ1434.and adjusted by the National Geodetic Survey in February 1996..
 BZ1434
 BZ1434.The orthometric height was scaled from a topographic map.
 BZ1434
 BZ1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1434
 BZ1434.The geoid height was determined by GEOID03.
 BZ1434
 BZ1434;                    North         East     Units Scale Factor Converg.
 BZ1434;SPC TXNC     - 2,022,412.513   750,442.285   MT  1.00008744   +0 52 01.0
 BZ1434;SPC TXNC     - 6,635,198.39  2,462,076.06   sFT  1.00008744   +0 52 01.0
 BZ1434;SPC TX C     - 3,247,970.755 1,023,884.563   MT  0.99999343   +1 45 46.8
 BZ1434;SPC TX C     -10,656,050.72  3,359,194.60   sFT  0.99999343   +1 45 46.8
 BZ1434;UTM  14      - 3,526,655.653   697,694.307   MT  1.00008203   +1 06 11.8
 BZ1434
 BZ1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1434!SPC TXNC     -   0.99997523  x   1.00008744  =   1.00006267
 BZ1434!SPC TX C     -   0.99997523  x   0.99999343  =   0.99996866
 BZ1434!UTM  14      -   0.99997523  x   1.00008203  =   1.00005726
 BZ1434
 BZ1434|---------------------------------------------------------------------|
 BZ1434| PID    Reference Object                     Distance      Geod. Az  |
 BZ1434|                                                           dddmmss.s |
 BZ1434| CV9008 PENELOPE RM 2                        24.676 METERS 00335     |
 BZ1434| BZ1435 MALONE MUNICIPAL TANK               APPROX. 6.7 KM 0115252.3 |
 BZ1434| CV9006 PENELOPE AZ MK                                     0564621.2 |
 BZ1434| BZ1429 HUBBARD MUNICIPAL STANDPIPE         APPROX.10.9 KM 0954830.1 |
 BZ1434| CV9007 PENELOPE RM 1                        34.330 METERS 27735     |
 BZ1434| BZ1239 ABBOTT MUNICIPAL TANK               APPROX.15.5 KM 2804753.8 |
 BZ1434|---------------------------------------------------------------------|
 BZ1434
 BZ1434                          SUPERSEDED SURVEY CONTROL
 BZ1434
 BZ1434  NAD 83(1986)-  31 51 30.63068(N)    096 54 37.48269(W) AD(       ) 2
 BZ1434  NAD 27      -  31 51 30.05600(N)    096 54 36.49500(W) AD(       ) 2
 BZ1434
 BZ1434.Superseded values are not recommended for survey control.
 BZ1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1434.See file dsdata.txt to determine how the superseded data were derived.
 BZ1434
 BZ1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA9769426656(NAD 83)
 BZ1434_MARKER: DS = TRIANGULATION STATION DISK
 BZ1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1434
 BZ1434  HISTORY     - Date     Condition        Report By
 BZ1434  HISTORY     - 1948     MONUMENTED       CGS
 BZ1434  HISTORY     - 19990220 GOOD             USPSQD
 BZ1434  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1434
 BZ1434                          STATION DESCRIPTION
 BZ1434
 BZ1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1434'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHWEST OF MALONE
 BZ1434'AND 0.75 MILE EAST OF PENELOPE.  IT IS 73 FEET NORTH-NORTHEAST
 BZ1434'OF THE NORTHEAST CORNER OF A LARGE HOUSE, 43 FEET SOUTH OF THE
 BZ1434'CENTER LINE OF THE ROAD, 20 FEET SOUTH-SOUTHWEST OF A WITNESS
 BZ1434'POST AND 8 FEET EAST OF THE NORTHEAST CORNER OF THE YARD FENCE.
 BZ1434'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 BZ1434'PENELOPE 1948.
 BZ1434'
 BZ1434'REFERENCE MARK NO. 1 IS 112.63 FEET WEST-NORTHWEST OF THE STATION,
 BZ1434'25 FEET NORTH OF THE CENTER LINE OF THE ROAD AND 1 FOOT SOUTH OF
 BZ1434'THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 BZ1434'PENELOPE NO 1 1948.
 BZ1434'
 BZ1434'REFERENCE MARK NO. 2 IS 80.96 FEET NORTH-NORTHEAST OF THE STATION,
 BZ1434'25 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH
 BZ1434'OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 BZ1434'PENELOPE NO 2 1948.
 BZ1434'
 BZ1434'AZIMUTH MARK IS ABOUT 0.25 MILE EAST-NORTHEAST OF THE STATION,
 BZ1434'24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A
 BZ1434'WITNESS POST AND 1 FOOT WEST-SOUTHWEST OF A TELEPHONE POLE.
 BZ1434'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PENELOPE 1948.
 BZ1434'
 BZ1434'TO REACH FROM THE DEPOT IN THE EAST EDGE OF MALONE, GO EASTERLY
 BZ1434'ON STATE HIGHWAY 171 FOR 2.8 MILES TO A SIDE ROAD RIGHT, TURN
 BZ1434'RIGHT FOR 1.9 MILES TO ROAD JUNCTION, KEEP RIGHT FOR 0.15 MILE
 BZ1434'TO A FORK, TAKE LEFT FORK FOR 2.4 MILES TO THE AZIMUTH MARK
 BZ1434'ON THE RIGHT, CONTINUE ON FOR 0.25 MILE TO THE STATION ON THE
 BZ1434'LEFT AT LARGE HOUSE.
 BZ1434'
 BZ1434'A 74 FOOT SIGNAL AT WEST 1919 IS VISIBLE AT 20 FEET.
 BZ1434'
 BZ1434'A 74 FOOT SIGNAL AT ABBOTT IS VISIBLE FROM THE GROUND.
 BZ1434'
 BZ1434'A 100 FOOT SIGNAL AT MALONE IS VISIBLE FROM THE GROUND.
 BZ1434'
 BZ1434'AN 87 FOOT SIGNAL AT BARD IS VISIBLE FROM THE GROUND.
 BZ1434'
 BZ1434'A 74 FOOT SIGNAL AT HUBBARD 1919 IS VISIBLE AT 20 FEET.
 BZ1434'
 BZ1434'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BZ1434
 BZ1434                          STATION RECOVERY (1999)
 BZ1434
 BZ1434'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1434'RECOVERED IN GOOD CONDITION.
 BZ1434
 BZ1434                          STATION RECOVERY (2003)
 BZ1434
 BZ1434'RECOVERY NOTE BY US POWER SQUADRON 2003 (WH)
 BZ1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1430 ***********************************************************************
 BZ1430  DESIGNATION -  PENELOPE RED BRICK BLDG DOME
 BZ1430  PID         -  BZ1430
 BZ1430  STATE/COUNTY-  TX/HILL
 BZ1430  USGS QUAD   -  PENELOPE (1978)
 BZ1430
 BZ1430                         *CURRENT SURVEY CONTROL
 BZ1430  ___________________________________________________________________
 BZ1430* NAD 83(1993)-  31 51 41.45711(N)    096 55 50.05377(W)     ADJUSTED  
 BZ1430* NAVD 88     -                                                        
 BZ1430  ___________________________________________________________________
 BZ1430  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 BZ1430  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BZ1430
 BZ1430  HORZ ORDER  -  THIRD
 BZ1430
 BZ1430.The horizontal coordinates were established by classical geodetic methods
 BZ1430.and adjusted by the National Geodetic Survey in February 1996..
 BZ1430
 BZ1430
 BZ1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1430
 BZ1430.The geoid height was determined by GEOID03.
 BZ1430
 BZ1430;                    North         East     Units Scale Factor Converg.
 BZ1430;SPC TXNC     - 2,022,717.552   748,530.093   MT  1.00008636   +0 51 21.4
 BZ1430;SPC TXNC     - 6,636,199.17  2,455,802.48   sFT  1.00008636   +0 51 21.4
 BZ1430;SPC TX C     - 3,248,245.817 1,021,968.012   MT  0.99999421   +1 45 09.4
 BZ1430;SPC TX C     -10,656,953.15  3,352,906.72   sFT  0.99999421   +1 45 09.4
 BZ1430;UTM  14      - 3,526,952.792   695,780.890   MT  1.00007274   +1 05 33.8
 BZ1430
 BZ1430                          SUPERSEDED SURVEY CONTROL
 BZ1430
 BZ1430  NAD 83(1986)-  31 51 41.46549(N)    096 55 50.03456(W) AD(       ) 4
 BZ1430  NAD 27      -  31 51 40.89000(N)    096 55 49.04000(W) AD(       ) 3
 BZ1430
 BZ1430.Superseded values are not recommended for survey control.
 BZ1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1430.See file dsdata.txt to determine how the superseded data were derived.
 BZ1430
 BZ1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA9578126953(NAD 83)
 BZ1430_MARKER: 87 = DOME
 BZ1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1430+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1430
 BZ1430  HISTORY     - Date     Condition        Report By
 BZ1430  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1430  HISTORY     - 1935     GOOD             CGS
 BZ1430  HISTORY     - 19990220 GOOD             USPSQD
 BZ1430  HISTORY     - 20031011 GOOD             USPSQD
 BZ1430
 BZ1430                          STATION DESCRIPTION
 BZ1430
 BZ1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1430'THIS RED BRICK BUILDING WITH THE ROUND DOME IS THE SCHOOLHOUSE
 BZ1430'AT PENELOPE.  IT IS STILL STANDING, UNCHANGED SINCE 1919.
 BZ1430
 BZ1430                          STATION RECOVERY (1999)
 BZ1430
 BZ1430'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1430'RECOVERED IN GOOD CONDITION.
 BZ1430
 BZ1430                          STATION RECOVERY (2003)
 BZ1430
 BZ1430'RECOVERY NOTE BY US POWER SQUADRON 2003 (WH)
 BZ1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1419 ***********************************************************************
 AH1419  DESIGNATION -  PENESCAL 2
 AH1419  PID         -  AH1419
 AH1419  STATE/COUNTY-  TX/KENEDY
 AH1419  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1419
 AH1419                         *CURRENT SURVEY CONTROL
 AH1419  ___________________________________________________________________
 AH1419* NAD 83(1993)-  27 14 46.94436(N)    097 29 41.90798(W)     ADJUSTED  
 AH1419* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1419  ___________________________________________________________________
 AH1419  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AH1419  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AH1419
 AH1419  HORZ ORDER  -  THIRD
 AH1419
 AH1419.The horizontal coordinates were established by classical geodetic methods
 AH1419.and adjusted by the National Geodetic Survey in February 1996..
 AH1419
 AH1419.The orthometric height was scaled from a topographic map.
 AH1419
 AH1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1419
 AH1419.The geoid height was determined by GEOID03.
 AH1419
 AH1419;                    North         East     Units Scale Factor Converg.
 AH1419;SPC TX S     - 5,175,414.946   399,524.771   MT  0.99990392   +0 27 22.6
 AH1419;SPC TX S     -16,979,673.87  1,310,774.19   sFT  0.99990392   +0 27 22.6
 AH1419;UTM  14      - 3,014,619.929   649,004.622   MT  0.99987408   +0 41 21.0
 AH1419
 AH1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1419!SPC TX S     -   1.00000362  x   0.99990392  =   0.99990754
 AH1419!UTM  14      -   1.00000362  x   0.99987408  =   0.99987770
 AH1419
 AH1419|---------------------------------------------------------------------|
 AH1419| PID    Reference Object                     Distance      Geod. Az  |
 AH1419|                                                           dddmmss.s |
 AH1419| CV2782 PENESCAL 2 RM                                      04907     |
 AH1419| AH1525 KENEDY RANCH WATER TANK             APPROX.20.1 KM 2604702.2 |
 AH1419| AH1497 RABBIT 2 1912                       APPROX. 6.3 KM 3463129.1 |
 AH1419|---------------------------------------------------------------------|
 AH1419
 AH1419                          SUPERSEDED SURVEY CONTROL
 AH1419
 AH1419  NAD 83(1986)-  27 14 46.96351(N)    097 29 41.88538(W) AD(       ) 3
 AH1419  NAD 27      -  27 14 45.80100(N)    097 29 40.91800(W) AD(       ) 3
 AH1419
 AH1419.Superseded values are not recommended for survey control.
 AH1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1419.See file dsdata.txt to determine how the superseded data were derived.
 AH1419
 AH1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4900514620(NAD 83)
 AH1419_MARKER: DS = TRIANGULATION STATION DISK
 AH1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1419_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1419
 AH1419  HISTORY     - Date     Condition        Report By
 AH1419  HISTORY     - 1912     MONUMENTED       CGS
 AH1419  HISTORY     - 1939     GOOD             CGS
 AH1419  HISTORY     - 1949     GOOD             CGS
 AH1419  HISTORY     - 1967     GOOD             CGS
 AH1419  HISTORY     - 1968     GOOD             CGS
 AH1419  HISTORY     - 1969     GOOD             CGS
 AH1419
 AH1419                          STATION DESCRIPTION
 AH1419
 AH1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1419'ON A SMALL PENINSULA ENTIRELY SURROUNDED AT HIGH WATER, BETWEEN
 AH1419'BAFFINS BAY AND A SALT LAGOON, ON THE S SIDE OF THE BAY,
 AH1419'3-1/2 MILES W OF GRIFFINS POINT.  THE STATION IS 6 METERS
 AH1419'(20 FEET) E OF A THICK GROWTH OF CACTUS.  47 METERS (154 FEET)
 AH1419'E OF THE W SHORE WHERE THE CHANNEL RUNS THROUGH TO THE LAGOON.
 AH1419'40 METERS (131 FEET) S FROM THE N SHORE AND 15 METERS (49 FEET)
 AH1419'N FROM THE S SHORE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 AH1419'BRONZE DISKS IN CONCRETE.
 AH1419'A STANDARD BRONZE DISK IN CONCRETE, DESCRIBES THE
 AH1419'REFERENCE MARK, WHICH IS 45.99 METERS (150.9 FEET) FROM THE
 AH1419'STATION N 49 DEG 07 MIN E.  OTHER BEARINGS
 AH1419'ARE--TO ELEVATED STEEL TANK AT LA PARRA, S 80 DEG 47 MIN W.
 AH1419'WINDMILL WITH TANK 1 MILE DISTANT, S 89 DEG 14 MIN E.
 AH1419
 AH1419                          STATION RECOVERY (1939)
 AH1419
 AH1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1419'STATION IS ABOUT 19 MILES E OF SARITA, TEXAS, ABOUT 4-1/2
 AH1419'MILES WSW OF POINT PENESCAL ON THE S SIDE OF BAFFIN BAY
 AH1419'AND THE W SIDE OF LAGUNA MADRE.  IT IS LOCATED ON THE HIGHEST
 AH1419'PART OF A SMALL PENINSULA, ENTIRELY SURROUNDED AT HIGH WATER,
 AH1419'BETWEEN THE S SHORE OF BAFFIN BAY AND A SMALL SALT LAGOON,
 AH1419'ABOUT 65 FEET S OF THE S SHORE OF BAFFIN BAY, 25 FEET N OF
 AH1419'THE SHORE OF LAGOON AND ABOUT 300 FEET E OF MOUTH OF LAGOON.
 AH1419'THERE IS A DOCK BEING BUILT ON BAFFIN BAY ABOUT 3/4 MILE W
 AH1419'OF STATION.
 AH1419'
 AH1419'A TRUCK CAN BE DRIVEN IN TO THE W SIDE OF MOUTH OF LAGOON
 AH1419'BUT MOUTH OF LAGOON WILL HAVE TO BE CROSSED BY FOOT.
 AH1419'
 AH1419'STATION RECOVERED IN GOOD CONDITION AND IS MARKED WITH AN
 AH1419'UNSTAMPED DISK.  REFERENCE MARK WAS NOT
 AH1419'FOUND.
 AH1419
 AH1419                          STATION RECOVERY (1949)
 AH1419
 AH1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1419'STATION RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 19 MILES
 AH1419'E OF SARITA.
 AH1419'
 AH1419'TO REACH FROM CROSSROADS E OF SARITA, GO E ON RANCH ROAD
 AH1419'FOR 2.45 MILES TO GATE (LOCKED), PASS THROUGH GATE AND CONTINUE
 AH1419'3.2 MILES TO FORK W OF RANCH HOUSE, TAKE LEFT FORK FOR 0.35
 AH1419'MILE TO GATE, PASS THROUGH GATE AND CONTINUE 0.55 MILE TO GATE,
 AH1419'PASS THROUGH GATE AND FOLLOW WINDING, GRADED ROAD 4.1 MILES
 AH1419'NE TO HOUSE ON BAFFIN BAY, TURN RIGHT ON TRACK ROAD ABOUT 50
 AH1419'YARDS W OF HOUSE AND FOLLOW TRACK ROAD 1.4 MILES TO GATE
 AH1419'(LOCKED), PASS THROUGH GATE AND GO 0.05 MILE TO ROAD FORK.  TAKE
 AH1419'LEFT FORK AND CONTINUE ALONG BAY SHORE TRAIL 8.9 MILES TO
 AH1419'SEVERAL POSTS ON THE RIGHT (REMAINS OF OLD CORRAL).
 AH1419'CONTINUE ALONG TRACKS FOLLOWING CLOSE TO BEACH FOR 0.55
 AH1419'MILE TO END OF TRUCK TRAVEL AT ENTRANCE TO SALT POND.  (POND
 AH1419'CAN BE DRIVEN ACROSS DURING DRY SEASON.) STATION IS ON
 AH1419'FIRST ISLAND E OF POND.  STATION IS 27 FEET N OF N BANK OF
 AH1419'SALT POND, 75 FEET S OF S BANK OF BAFFIN BAY, AND 3 FEET N
 AH1419'OF A WITNESS POST.
 AH1419'
 AH1419'STATION MARK IS A BRONZE STATION DISK, UNSTAMPED, SET IN
 AH1419'TOP OF MASS OF CONCRETE 2 FEET IN DIAMETER PROJECTING 6 INCHES.
 AH1419'
 AH1419'STATION BRUSH 1939 IS ABOUT 1,900 FEET SE OF THIS STATION.
 AH1419
 AH1419                          STATION RECOVERY (1967)
 AH1419
 AH1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1419'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 AH1419'G.E.M., JR., IN 1949 IS COMPLETE AND ADEQUATE.
 AH1419
 AH1419                          STATION RECOVERY (1968)
 AH1419
 AH1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1419'STATION MARK RECOVERED IN GOOD CONDITION, AND BASE OF THE
 AH1419'REFERENCE MARK ALSO RECOVERED.  AS REFERENCE MARK WAS NOT
 AH1419'FOUND IN 1939, THE DISTANCE WAS CHECKED AND FOUND TO BE
 AH1419'CORRECT.  THE ORIGINAL DESCRIPTION AND THE RECOVERY NOTE BY
 AH1419'GEM, JR., IN 1949 IS ADEQUATE WITH THE FOLLOWING CHANGES--MARK
 AH1419'IS 15 FT. NORTH OF NORTH SHORE OF LAGOON, 55 FEET SOUTH OF SOUTH
 AH1419'SHORE OF BAFFIN BAY, 240 FT. EAST NORTH-EAST OF BANK AT
 AH1419'WEST END OF THE PENINSULA AT LAGOON ENTERANCE, AND 3 FT. NORTH
 AH1419'OF A 4X4 WITNESS POST.  STATION WAS VISITED BY BOAT.
 AH1419
 AH1419                          STATION RECOVERY (1969)
 AH1419
 AH1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1419'THE STATION SITE WAS VISITED AND THE STATION MARK WAS RECOVERED
 AH1419'IN GOOD CONDITION.  THE REMAINS OF A CONCRETE POST, BROKEN
 AH1419'OFF AT THE GROUND SURFACE, WAS FOUND AT THE DESCRIBED LOCATION
 AH1419'OF THE REFERENCE MARK AND IS BELIEVED TO BE THIS MARK.  NO
 AH1419'DISK COULD BE FOUND.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AH1419'
 AH1419'THE STATION IS ABOUT 18-1/2 MILES EAST OF SARITA, 4-1/2 MILES
 AH1419'WEST-SOUTHWEST OF POINT PENESCAL, ON THE SOUTH SHORE OF BAFFIN
 AH1419'BAY, ON THE CREST OF A NARROW, GENERALLY EAST-WEST, SAND
 AH1419'RIDGE THAT IS BETWEEN THE BAY ON THE NORTH AND A LARGE SALT
 AH1419'POND OR FLAT ON THE SOUTH.  THIS IS THE PROPERTY OF THE KENEDY
 AH1419'RANCH.
 AH1419'
 AH1419'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO
 AH1419'EAST ON PAVED ROAD 0.15 MILE TO U.S. HIGHWAY 77, TURN RIGHT
 AH1419'AND GO SOUTH ON U.S. 77 FOR 4.7 MILES TO A SIDE ROAD AND GATE
 AH1419'ON THE LEFT, (PERMISSION TO PASS THROUGH THE GATE AND TRAVEL
 AH1419'THE ROAD MUST BE OBTAINED FROM THE KENEDY RANCH OFFICIALS IN
 AH1419'SARITA), TURN LEFT AND GO EAST ON BLADED ROAD, PASSING THROUGH
 AH1419'SEVERAL BUMP GATES, FOR 22.9 MILES TO THE WEST SHORE OF LAGUNA
 AH1419'MADRE, BEAR LEFT, NORTHERLY, AND FOLLOW ROAD 0.75 MILES TO A
 AH1419'FORK.  TAKE THE RIGHT FORK, (LEFT FORK CROSSES DIRT
 AH1419'CAUSEWAY), NORTHERLY FOR 4.6 MILES FOLLOWING TRACK ROAD THE
 AH1419'PARALLELS THE SHORE, TO A DIM TRACK ROAD ON THE LEFT
 AH1419'(ABOUT 0.15 MILE BEFORE REACHING POINT PENESCAL).  TURN
 AH1419'LEFT AND FOLLOW THIS DIM ROAD FOR 1.0 MILE TO A LARGE SAND
 AH1419'DUNE ON THE RIGHT AND THE SITE OF TRIANGULATION STATION
 AH1419'GRIFFINS POINT 4 1949 OF WHICH ONLY THE REFERENCE MARKS
 AH1419'COULD BE FOUND.  HERE PICK UP VERY DIM TRACKS TO THE
 AH1419'SOUTHWEST OF THE DUNE AND FOLLOW THESE TRACKS SOUTHWEST
 AH1419'FOR 1.6 MILES TO A DIM CROSS ROAD, TURN RIGHT AND GO
 AH1419'WEST AND SOUTH, FOLLOWING DIM TRACK ROAD FOR 1.6 MILES TO
 AH1419'THE PICACHO NUEVO ARTESIAN WELL.  DRIVE ACROSS COUNTRY
 AH1419'(WITH FOUR-WHEEL DRIVE ONLY) ON TRUE BEARING OF 291 DEG
 AH1419'(WEST-NORTHWEST) TOWARD A LARGE MOTT OF TREES FOR 1.5 MILE
 AH1419'TO THE TOP OF A LOW HILL AND THE REMAINS OF TRIANGULATION STATION
 AH1419'BRUSH 1939.  DRIVE NORTHWEST 0.1 MILE TO THE SHORE OF THE SALT
 AH1419'POND AND THE END OF TRUCK TRAVEL.  WALK NORTHWEST ACROSS THE
 AH1419'SALT POND ABOUT 0.3 MILE TO THE SAND RIDGE AT THE SOUTH
 AH1419'SHORE OF BAFFIN BAY AND THE STATION.
 AH1419'
 AH1419'THE STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP
 AH1419'OF MASS OF CONCRETE ABOUT 2 FEET IN DIAMETER THAT PROJECTS
 AH1419'4 INCHES.  IT IS 15 FEET NORTH OF THE RIM OF THE SALT POND
 AH1419'AND ON THE CREST OF THE SAND RIDGE.  A METAL WITNESS POST
 AH1419'WITH SIGN WAS SET NEARBY.
 AH1419'
 AH1419'IT IS SUGGESTED THAT UP TO DATE MAPS OF THE AREA BE REFERRED
 AH1419'TO IN REACHING THIS STATION.
 AH1419'
 AH1419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18-1/2
 AH1419'MILES EAST OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0777 ***********************************************************************
 AO0777  DESIGNATION -  PENITAS
 AO0777  PID         -  AO0777
 AO0777  STATE/COUNTY-  TX/DIMMIT
 AO0777  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0777
 AO0777                         *CURRENT SURVEY CONTROL
 AO0777  ___________________________________________________________________
 AO0777* NAD 83(1993)-  28 30 41.65846(N)    099 56 43.51610(W)     ADJUSTED  
 AO0777* NAVD 88     -       223.2    (meters)     732.     (feet)  VERTCON   
 AO0777  ___________________________________________________________________
 AO0777  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AO0777  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AO0777
 AO0777  HORZ ORDER  -  FIRST
 AO0777
 AO0777.The horizontal coordinates were established by classical geodetic methods
 AO0777.and adjusted by the National Geodetic Survey in February 1996..
 AO0777
 AO0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0777
 AO0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0777
 AO0777.The geoid height was determined by GEOID03.
 AO0777
 AO0777;                    North         East     Units Scale Factor Converg.
 AO0777;SPC TXSC     - 4,075,543.462   507,453.667   MT  0.99996566   -0 27 47.4
 AO0777;SPC TXSC     -13,371,178.84  1,664,870.91   sFT  0.99996566   -0 27 47.4
 AO0777;UTM  14      - 3,154,238.283   407,484.199   MT  0.99970563   -0 27 04.7
 AO0777
 AO0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0777!SPC TXSC     -   0.99996863  x   0.99996566  =   0.99993429
 AO0777!UTM  14      -   0.99996863  x   0.99970563  =   0.99967427
 AO0777
 AO0777|---------------------------------------------------------------------|
 AO0777| PID    Reference Object                     Distance      Geod. Az  |
 AO0777|                                                           dddmmss.s |
 AO0777| CV5089 PENITAS RM 1                         17.217 METERS 05920     |
 AO0777| CV5088 PENITAS AZ MK                                      0711623.7 |
 AO0777| AO0774 CARRIZO SPRINGS SE RAD MAST         APPROX. 6.6 KM 0713017.4 |
 AO0777| AO0773 CARRIZO SPRINGS MUN TANK            APPROX. 8.2 KM 0790121.5 |
 AO0777| CV5090 PENITAS RM 2                         32.711 METERS 15655     |
 AO0777|---------------------------------------------------------------------|
 AO0777
 AO0777                          SUPERSEDED SURVEY CONTROL
 AO0777
 AO0777  NAD 83(1986)-  28 30 41.65501(N)    099 56 43.49364(W) AD(       ) 1
 AO0777  NAD 27      -  28 30 40.70910(N)    099 56 42.28488(W) AD(       ) 1
 AO0777  NGVD 29 (07/19/86)  223.1    (m)          732.     (f) VERT ANG       
 AO0777
 AO0777.Superseded values are not recommended for survey control.
 AO0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0777.See file dsdata.txt to determine how the superseded data were derived.
 AO0777
 AO0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0748454238(NAD 83)
 AO0777_MARKER: DS = TRIANGULATION STATION DISK
 AO0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0777
 AO0777  HISTORY     - Date     Condition        Report By
 AO0777  HISTORY     - 1972     MONUMENTED       NGS
 AO0777  HISTORY     - 19970621 GOOD             USPSQD
 AO0777
 AO0777                          STATION DESCRIPTION
 AO0777
 AO0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0777'THE STATION IS ABOUT 21-1/2 MILES EAST OF EL INDIO, 5 MILES WEST AND
 AO0777'1 MILE SOUTH OF CARRIZO SPRINGS AND ON THE NORTH RIGHT-OF-WAY OF
 AO0777'FARM ROAD 2644.
 AO0777'
 AO0777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AO0777'ROAD 2644, ABOUT 1.5 MILES NORTHWEST OF CARRIZO SPRINGS, GO
 AO0777'WEST-SOUTHWEST ON FARM ROAD 2466 FOR 2.8 MILES TO THE AZIMUTH MARK
 AO0777'ON THE LEFT.  CONTINUE SOUTH-SOUTHWEST ON FARM ROAD 2466 FOR 1.5
 AO0777'MILES TO THE STATION ON THE RIGHT.
 AO0777'
 AO0777'STATION MARKS ARE STANDARD DISKS, STAMPED PENITAS 1972.  THE SURFACE
 AO0777'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0777'THAT IS FLUSH WITH THE GROUND.  IT IS 49.0 FEET NORTH-NORTHWEST OF
 AO0777'THE CENTER OF FARM ROAD 2644, 46.0 FEET EAST-NORTHEAST OF THE
 AO0777'CENTER OF A FIELD ROAD ENTRANCE AND 11.7 FEET SOUTH-SOUTHEAST OF A
 AO0777'WITNESS POST IN A FENCE LINE.  THE UNDERGROUND MARK IS SET IN AN
 AO0777'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE GROUND SURFACE.
 AO0777'
 AO0777'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PENITAS NO 1 1972, SET
 AO0777'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0777'2 INCHES ABOVE THE GROUND.  IT IS 59.0 FEET NORTH-NORTHWEST OF THE
 AO0777'CENTER OF FARM ROAD 2644, 55.0 FEET EAST-NORTHEAST OF THE WITNESS
 AO0777'POST, 1.0 FOOT SOUTH-SOUTHEAST OF THE FENCE AND ABOUT THE SAME
 AO0777'ELEVATION AS THE STATION.
 AO0777'
 AO0777'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PENITAS NO 2 1972, SET
 AO0777'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0777'WITH THE GROUND.  IT IS 88.5 FEET NORTH-NORTHEAST OF A POWER LINE
 AO0777'POLE, 58.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF FARM ROAD 2644,
 AO0777'0.9 FOOT NORTH-NORTHWEST OF A FENCE AND ABOUT THE SAME ELEVATION AS
 AO0777'THE STATION.
 AO0777'
 AO0777'AZIMUTH MARK IS A STANDARD DISK, STAMPED PENITAS 1972, SET IN THE
 AO0777'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 AO0777'THE GROUND.  IT IS 59.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF FARM
 AO0777'ROAD 2644, 2.2 FEET WEST OF A WITNESS POST AND 1.4 FEET
 AO0777'NORTH-NORTHWEST OF A FENCE.
 AO0777'
 AO0777'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 AO0777
 AO0777                          STATION RECOVERY (1997)
 AO0777
 AO0777'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1076 ***********************************************************************
 DN1076  DESIGNATION -  PENLAND
 DN1076  PID         -  DN1076
 DN1076  STATE/COUNTY-  TX/GRAYSON
 DN1076  USGS QUAD   -  AMBROSE (1984)
 DN1076
 DN1076                         *CURRENT SURVEY CONTROL
 DN1076  ___________________________________________________________________
 DN1076* NAD 83(1993)-  33 40 29.13597(N)    096 27 53.21046(W)     ADJUSTED  
 DN1076* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 DN1076  ___________________________________________________________________
 DN1076  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DN1076  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DN1076
 DN1076  HORZ ORDER  -  THIRD
 DN1076
 DN1076.The horizontal coordinates were established by classical geodetic methods
 DN1076.and adjusted by the National Geodetic Survey in February 1996..
 DN1076
 DN1076.The orthometric height was scaled from a topographic map.
 DN1076
 DN1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1076
 DN1076.The geoid height was determined by GEOID03.
 DN1076
 DN1076;                    North         East     Units Scale Factor Converg.
 DN1076;SPC TXNC     - 2,224,510.709   788,712.147   MT  0.99993162   +1 06 36.0
 DN1076;SPC TXNC     - 7,298,248.88  2,587,633.10   sFT  0.99993162   +1 06 36.0
 DN1076;UTM  14      - 3,728,979.394   735,040.281   MT  1.00028111   +1 24 22.9
 DN1076
 DN1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1076!SPC TXNC     -   0.99997428  x   0.99993162  =   0.99990591
 DN1076!UTM  14      -   0.99997428  x   1.00028111  =   1.00025539
 DN1076
 DN1076|---------------------------------------------------------------------|
 DN1076| PID    Reference Object                     Distance      Geod. Az  |
 DN1076|                                                           dddmmss.s |
 DN1076| CY2794 PENLAND RM 1                         20.667 METERS 05252     |
 DN1076| DN0983 PENLAND AZ MK                                      1414535.8 |
 DN1076| CY2795 PENLAND RM 2                          8.113 METERS 32418     |
 DN1076|---------------------------------------------------------------------|
 DN1076
 DN1076                          SUPERSEDED SURVEY CONTROL
 DN1076
 DN1076  NAD 83(1993)-  33 40 29.13641(N)    096 27 53.20867(W) AD(       ) 3
 DN1076  NAD 83(1986)-  33 40 29.14249(N)    096 27 53.20280(W) AD(       ) 3
 DN1076  NAD 27      -  33 40 28.76870(N)    096 27 52.24720(W) AD(       ) 3
 DN1076
 DN1076.Superseded values are not recommended for survey control.
 DN1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1076.See file dsdata.txt to determine how the superseded data were derived.
 DN1076
 DN1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3504028979(NAD 83)
 DN1076_MARKER: DS = TRIANGULATION STATION DISK
 DN1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1076
 DN1076  HISTORY     - Date     Condition        Report By
 DN1076  HISTORY     - 1955     MONUMENTED       CGS
 DN1076  HISTORY     - 1957     GOOD             CGS
 DN1076  HISTORY     - 20060520 POOR             USPSQD
 DN1076
 DN1076                          STATION DESCRIPTION
 DN1076
 DN1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1076'THE STATION IS LOCATED AT THE NORTH EDGE OF A GRASSY FIELD
 DN1076'ALONG THE SOUTHWEST SIDE OF U.S. HIGHWAY 69.  IT IS ABOUT
 DN1076'9 MILES AIRLINE EAST-NORTHEAST OF SHERMAN, 6-1/2 MILES AIRLINE
 DN1076'SOUTHEAST OF DENISON, AND 6 MILES AIRLINE NORTHWEST OF BELLS.
 DN1076'
 DN1076'TO REACH FROM THE U.S. POST OFFICE IN DENISON, GO EAST ON
 DN1076'WOODARD STREET FOR 0.15 MILE TO ITS JUNCTION WITH U.S. HIGHWAY
 DN1076'69.  TURN RIGHT AND GO SOUTH AND SOUTHEAST ON U.S. HIGHWAY
 DN1076'69 FOR 7.1 MILES TO THE TOP OF A GRADE AND THE STATION ON
 DN1076'THE RIGHT.
 DN1076'
 DN1076'THE STATION MARK IS A STANDARD DISK STAMPED PENLAND 1955,
 DN1076'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 DN1076'PROJECTS 4 INCHES.  IT IS 8 FEET NORTHWEST OF A STANDARD
 DN1076'WITNESS POST, 37 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 DN1076'HIGHWAY 69, AND 100 YARDS SOUTHEAST OF A CROSS ROAD.
 DN1076'
 DN1076'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PENLAND
 DN1076'NO 1 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 DN1076'THAT PROJECTS 6 INCHES.  IT IS 33 FEET NORTHEAST OF THE
 DN1076'CENTER LINE OF THE HIGHWAY AND AT THE SAME ELEVATION AS
 DN1076'THE STATION.
 DN1076'
 DN1076'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PENLAND
 DN1076'NO 2 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 DN1076'THAT PROJECTS 4 INCHES.  IT IS 37 FEET SOUTHWEST OF THE CENTER
 DN1076'LINE OF THE HIGHWAY AND AT THE SAME ELEVATION AS THE STATION.
 DN1076'
 DN1076'THE AZIMUTH MARK IS LOCATED ON HIGHWAY RIGHT-OF-WAY PROPERTY
 DN1076'AT THE SUMMIT OF THE FIRST RIDGE SOUTHEAST OF THE STATION.
 DN1076'THE MARK IS A STANDARD DISK STAMPED PENLAND 1955, SET IN
 DN1076'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 DN1076'6 INCHES.  IT IS 4 FEET SOUTHWEST OF A FENCE LINE, 48 FEET
 DN1076'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 69, AND 5 FEET
 DN1076'NORTHWEST OF POWER LINE POLE 70.  TO REACH FROM THE STATION,
 DN1076'GO SOUTHEAST ON U.S. HIGHWAY 69 FOR 1.1 MILES TO SUMMIT
 DN1076'OF RIDGE AND THE AZIMUTH MARK ON THE LEFT.
 DN1076
 DN1076                          STATION RECOVERY (1957)
 DN1076
 DN1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1076'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1076'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1076'TO STATION SITE ARE CORRECT.
 DN1076
 DN1076                          STATION RECOVERY (2006)
 DN1076
 DN1076'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBM)
 DN1076'MARK CUT OFF AT GROUND LEVEL, NEEDS REPAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0983 ***********************************************************************
 DN0983  DESIGNATION -  PENLAND AZ MK
 DN0983  PID         -  DN0983
 DN0983  STATE/COUNTY-  TX/GRAYSON
 DN0983  USGS QUAD   -  AMBROSE (1984)
 DN0983
 DN0983                         *CURRENT SURVEY CONTROL
 DN0983  ___________________________________________________________________
 DN0983* NAD 83(1986)-  33 39 43.     (N)    096 27 10.     (W)     SCALED    
 DN0983* NAVD 88     -       190.003  (meters)     623.37   (feet)  ADJUSTED  
 DN0983  ___________________________________________________________________
 DN0983  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DN0983  DYNAMIC HT  -         189.801 (meters)     622.71  (feet)  COMP
 DN0983  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DN0983
 DN0983  VERT ORDER  -  FIRST     CLASS II
 DN0983
 DN0983.The horizontal coordinates were scaled from a topographic map and have
 DN0983.an estimated accuracy of +/- 6 seconds.
 DN0983
 DN0983.The orthometric height was determined by differential leveling
 DN0983.and adjusted by the National Geodetic Survey in June 1991..
 DN0983
 DN0983.The geoid height was determined by GEOID03.
 DN0983
 DN0983.The dynamic height is computed by dividing the NAVD 88
 DN0983.geopotential number by the normal gravity value computed on the
 DN0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0983.degrees latitude (g = 980.6199 gals.).
 DN0983
 DN0983.The modeled gravity was interpolated from observed gravity values.
 DN0983
 DN0983;                    North         East    Units  Estimated Accuracy
 DN0983;SPC TXNC     - 2,223,110.      789,850.      MT  (+/- 180 meters Scaled)
 DN0983
 DN0983                          SUPERSEDED SURVEY CONTROL
 DN0983
 DN0983.No superseded survey control is available for this station.
 DN0983
 DN0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC361275(NAD 83)
 DN0983_MARKER: DZ = AZIMUTH MARK DISK
 DN0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0983_SP_SET: CONCRETE POST
 DN0983_STAMPING: PENLAND 1955
 DN0983_MARK LOGO: CGS   
 DN0983_PROJECTION: PROJECTING 10 CENTIMETERS
 DN0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0983+STABILITY: SURFACE MOTION
 DN0983
 DN0983  HISTORY     - Date     Condition        Report By
 DN0983  HISTORY     - 1955     MONUMENTED       CGS
 DN0983  HISTORY     - 1986     GOOD             NGS
 DN0983  HISTORY     - 20060520 GOOD             USPSQD
 DN0983
 DN0983                          STATION DESCRIPTION
 DN0983
 DN0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0983'14.2 KM (8.8 MI) SE FROM DENISON.
 DN0983'14.2 KM (8.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0983'WITH FARM ROAD 120 IN DENISON, 14.8 M (48.6 FT) NORTHEAST OF THE
 DN0983'CENTERLINE OF THE HIGHWAY, 12.3 M (40.4 FT) NORTHWEST OF A FENCE
 DN0983'CORNER, AND 0.6 M (2.0 FT) SOUTHWEST OF A FENCE.
 DN0983'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 DN0983'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 DN0983
 DN0983                          STATION RECOVERY (2006)
 DN0983
 DN0983'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBM)
 DN0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1615 ***********************************************************************
 BY1615  DESIGNATION -  PENN
 BY1615  PID         -  BY1615
 BY1615  STATE/COUNTY-  TX/HOUSTON
 BY1615  USGS QUAD   -  FODICE (1963)
 BY1615
 BY1615                         *CURRENT SURVEY CONTROL
 BY1615  ___________________________________________________________________
 BY1615* NAD 83(1993)-  31 11 37.51665(N)    095 16 20.46668(W)     ADJUSTED  
 BY1615* NAVD 88     -       108.14   (+/-2cm)     354.8    (feet)  VERTCON   
 BY1615  ___________________________________________________________________
 BY1615  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BY1615  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1615
 BY1615  HORZ ORDER  -  FIRST
 BY1615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1615
 BY1615.The horizontal coordinates were established by classical geodetic methods
 BY1615.and adjusted by the National Geodetic Survey in February 1996..
 BY1615
 BY1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1615.The vertical order pertains to the NGVD 29 superseded value.
 BY1615
 BY1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1615
 BY1615.The geoid height was determined by GEOID03.
 BY1615
 BY1615;                    North         East     Units Scale Factor Converg.
 BY1615;SPC TX C     - 3,180,255.499 1,182,144.564   MT  0.99988736   +2 36 24.1
 BY1615;SPC TX C     -10,433,888.25  3,878,419.29   sFT  0.99988736   +2 36 24.1
 BY1615;UTM  15      - 3,453,299.650   283,480.868   MT  1.00017829   -1 10 38.6
 BY1615
 BY1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1615!SPC TX C     -   0.99998728  x   0.99988736  =   0.99987465
 BY1615!UTM  15      -   0.99998728  x   1.00017829  =   1.00016557
 BY1615
 BY1615|---------------------------------------------------------------------|
 BY1615| PID    Reference Object                     Distance      Geod. Az  |
 BY1615|                                                           dddmmss.s |
 BY1615| BY1617 PENN RM 1                            27.152 METERS 00320     |
 BY1615| BY1614 PENN RM 2                            26.523 METERS 07726     |
 BY1615| BY1613 PENN AZ MK                                         1652607.1 |
 BY1615| BY2753 SHADY GROVE TEX FOREST S LOT        APPROX. 7.6 KM 2871738.3 |
 BY1615|---------------------------------------------------------------------|
 BY1615
 BY1615                          SUPERSEDED SURVEY CONTROL
 BY1615
 BY1615  NAD 83(1986)-  31 11 37.52720(N)    095 16 20.45259(W) AD(       ) 1
 BY1615  NAD 27      -  31 11 36.86900(N)    095 16 19.67200(W) AD(       ) 1
 BY1615  NGVD 29 (??/??/92)  108.156  (m)          354.84   (f) ADJ UNCH    2 0
 BY1615
 BY1615.Superseded values are not recommended for survey control.
 BY1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1615.See file dsdata.txt to determine how the superseded data were derived.
 BY1615
 BY1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8348153300(NAD 83)
 BY1615_MARKER: DS = TRIANGULATION STATION DISK
 BY1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1615_STAMPING: PENN 1942
 BY1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1615+STABILITY: SURFACE MOTION
 BY1615
 BY1615  HISTORY     - Date     Condition        Report By
 BY1615  HISTORY     - 1942     MONUMENTED       CGS
 BY1615  HISTORY     - 1948     GOOD             NGS
 BY1615  HISTORY     - 1949     GOOD             CGS
 BY1615
 BY1615                          STATION DESCRIPTION
 BY1615
 BY1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1615'STATION IS LOCATED ABOUT 3 MILES WEST OF PENNINGTON, ON A LOW
 BY1615'PINE TIMBERED RIDGE, ON LAND OWNED BY J.D. STEPLETON, WHO
 BY1615'LIVES ABOUT 0.7 MILE SOUTH OF THE STATION.  IT IS 186 FEET
 BY1615'NORTH OF A 40-INCH PINE TREE, 156 FEET NORTH OF AN EAST-WEST
 BY1615'FENCE LINE, 34 FEET NORTH OF A 6-INCH PINE TREE, 24 FEET EAST
 BY1615'OF A 5-INCH PINE TREE AND 4.5 FEET EAST OF A WHITE REFERENCE
 BY1615'POST.  IT IS STAMPED PENN 1942 AND PROJECTS ABOUT 6 INCHES.
 BY1615'
 BY1615'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 7 FEET SOUTH
 BY1615'OF A 10-INCH PINE TREE.  IT IS STAMPED PENN NO 1 1942 AND
 BY1615'PROJECTS ABOUT 8 INCHES.  REFERENCE MARK NO. 2 IS EAST OF THE
 BY1615'STATION, 11 FEET SOUTH OF A 10-INCH PINE TREE AND 8 FEET NORTH
 BY1615'OF A 10-INCH PINE TREE.  IT IS STAMPED PENN NO 2 1942 AND
 BY1615'PROJECTS ABOUT 8 INCHES.
 BY1615'
 BY1615'THE AZIMUTH MARK IS SOUTH OF THE STATION, 150 FEET WEST OF THE
 BY1615'STEPLETON HOUSE, 34 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 BY1615'DIRT ROAD, 33 FEET WEST OF THE NORTHWEST CORNER OF A SMALL SHACK,
 BY1615'3 FEET EAST OF A WHITE REFERENCE POST AND 1 FOOT NORTH OF A
 BY1615'FENCE.
 BY1615'
 BY1615'TO REACH THE STATION FROM THE POST OFFICE IN PENNINGTON, GO
 BY1615'SOUTH ON U.S. HIGHWAY 287 FOR 0.1 MILE TO A NARROW DIRT ROAD
 BY1615'RIGHT.  TURN RIGHT AND GO 2.1 MILES TO THE J.D. STEPLETON
 BY1615'HOUSE ON THE LEFT, AND THE AZIMUTH MARK JUST WEST OF THE HOUSE.
 BY1615'TURN RIGHT, NORTH, THROUGH FIELD AND FOLLOW ALONG WEST SIDE OF
 BY1615'FENCE FOR 0.3 MILE TO A GATE.  PASS THROUGH GATE AND GO 0.25
 BY1615'MILE TO ANOTHER GATE.  PASS THROUGH GATE AND GO WEST ALONG NORTH
 BY1615'SIDE OF FENCE FOR 0.2 MILE TO A LARGE PINE TREE, STATION
 BY1615'IS 186 FEET NORTH.
 BY1615'
 BY1615'A 90 FOOT SIGNAL AT GROVE IS VISIBLE AT 64 FEET.
 BY1615'
 BY1615'A 90 FOOT SIGNAL AT DALE IS VISIBLE AT 90 FEET.
 BY1615'
 BY1615'A 100 FOOT SIGNAL AT ELLIOTT IS VISIBLE AT 90 FEET.
 BY1615'
 BY1615'A 90 FOOT SIGNAL AT ELKINS IS VISIBLE AT 90 FEET.
 BY1615'
 BY1615'A 100 FOOT SIGNAL AT BRUMBERG IS VISIBLE AT 90 FEET.
 BY1615'
 BY1615'A 123 FOOT SIGNAL AT TATUM IS VISIBLE AT 90 FEET.
 BY1615'
 BY1615'A 90 FOOT SIGNAL AT PENNINGTON IS VISIBLE AT 50 FEET.
 BY1615'
 BY1615'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BY1615
 BY1615                          STATION RECOVERY (1948)
 BY1615
 BY1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BY1615'3.0 MI SW FROM PENNINGTON.
 BY1615'2.35 MILES NORTHWEST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AND
 BY1615'GENERAL STORE AT PENNINGTON, THENCE 0.65 MILE SOUTHWEST ALONG A FARM
 BY1615'ROAD, ON THE FARM OF J. D. STEPLETON, ON TOP OF A HILL WHICH IS
 BY1615'COVERED WITH SCATTERED SMALL PINES AND WHICH IS THE HIGHEST POINT ON
 BY1615'THE STEPLETON FARM, 214.0 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 BY1615'FIELD AND A BARBED WIRE FENCE LINE, 178.0 FEET NORTH OF A PROMINENT
 BY1615'40-INCH PINE TREE WHICH DIVIDES INTO 3 TRUNKS ABOUT 8.0 FEET ABOVE THE
 BY1615'GROUND, 226.0 FEET WEST OF THE CENTER LINE OF THE MAIN FARM ROAD,
 BY1615'119.0 FEET WEST OF THE CENTER LINE OF A LITTLE USED WOODS ROAD, 13.5
 BY1615'FEET SOUTHEAST OF AN ABANDONED FENCE LINE AND A DIVIDING LINE BETWEEN
 BY1615'TWO DIFFERENT TYPES OF TREE GROWTH, 89.1 FEET SOUTHWEST OF PENN R.M.
 BY1615'1, 87.0 FEET WEST NORTHWEST OF PENN R.M. 2, 4.0 FEET NORTHEAST OF A
 BY1615'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 BY1615'ABOVE THE GROUND.  NOTE-- IF TROUBLE IS ENCOUNTERED IN LOCATING MARK,
 BY1615'CONTACT J. D. STEPLETON, WHO LIVES AT THE JUNCTION OF THE HIGHWAY AND
 BY1615'THE FARM ROAD MENTIONED ABOVE.
 BY1615
 BY1615                          STATION RECOVERY (1949)
 BY1615
 BY1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY1615'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 BY1615'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 BY1615'
 BY1615'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BY1615'
 BY1615'THE STATION IS LOCATED ABOUT 3 MILES WEST OF PENNINGTON, ON
 BY1615'THE CREST OF A LOW TIMBERED RIDGE, AND ON LAND OWNED BY J.D.
 BY1615'STEPLETON.  IT IS SITUATED 225 FEET NORTH OF AN EAST-WEST FENCE,
 BY1615'186 FEET NORTH OF A 40-INCH PINE TREE, AND 4 FEET EAST OF A
 BY1615'WITNESS POST.  IT IS STAMPED PENN 1942 AND PROJECTS 4 INCHES.
 BY1615'
 BY1615'REFERENCE MARK NO. 1 IS 9 FEET SOUTHEAST OF AN 18-INCH PINE
 BY1615'TREE.  IT IS STAMPED PENN NO 1 1942 AND PROJECTS 4 INCHES.
 BY1615'
 BY1615'REFERENCE MARK NO. 2 IS EAST OF THE STATION.  IT IS STAMPED
 BY1615'PENN NO 2 1942 AND PROJECTS 4 INCHES.
 BY1615'
 BY1615'THE AZIMUTH MARK IS LOCATED 0.6 MILE SOUTH-SOUTHEAST FROM THE
 BY1615'STATION, ON THE RIGHT-OF-WAY OF AN EAST-WEST DIRT ROAD, 141 FEET
 BY1615'WEST OF AN OLD HOUSE, 34 FEET SOUTH OF THE CENTER OF THE ROAD,
 BY1615'3 FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH OF THE FENCE
 BY1615'LINE.  IT IS STAMPED PENN 1942 AND PROJECTS 4 INCHES.
 BY1615'
 BY1615'TO REACH THE STATION FROM THE POST OFFICE IN PENNINGTON, GO
 BY1615'NORTH AND WEST ON U.S. HIGHWAY 287 FOR 2.35 MILES TO THE HOME
 BY1615'OF J.D. STEPLETON ON THE LEFT, TURN LEFT THROUGH THE YARD
 BY1615'AND INTO A PASTURE AND FOLLOW A TRACK ROAD SOUTHERLY FOR 0.7
 BY1615'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.  FOLLOW A DIM
 BY1615'TRACK ROAD SOUTHERLY FOR 0.6 MILE (ACROSS FIELD) TO THE OLD
 BY1615'HOUSE ALONG THE DIRT ROAD AND THE AZIMUTH MARK AS DESCRIBED.
 BY1615'
 BY1615'A 123 FOOT SIGNAL AT TATUM 1942 IS VISIBLE AT 90 FEET.
 BY1615'
 BY1615'A 113 FOOT SIGNAL AT NOGALUS IS VISIBLE AT 77 FEET.
 BY1615'
 BY1615'A 120 FOOT SIGNAL AT GROVE 1942 IS VISIBLE AT 77 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2212 ***********************************************************************
 AN2212  DESIGNATION -  PENN 1934
 AN2212  PID         -  AN2212
 AN2212  STATE/COUNTY-  TX/MATAGORDA
 AN2212  USGS QUAD   -  PALACIOS SE (1973)
 AN2212
 AN2212                         *CURRENT SURVEY CONTROL
 AN2212  ___________________________________________________________________
 AN2212* NAD 83(1993)-  28 34 56.61682(N)    096 01 00.64876(W)     ADJUSTED  
 AN2212* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2212  ___________________________________________________________________
 AN2212  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AN2212  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AN2212
 AN2212  HORZ ORDER  -  THIRD
 AN2212
 AN2212.The horizontal coordinates were established by classical geodetic methods
 AN2212.and adjusted by the National Geodetic Survey in February 1996..
 AN2212
 AN2212.The orthometric height was scaled from a topographic map.
 AN2212
 AN2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2212
 AN2212.The geoid height was determined by GEOID03.
 AN2212
 AN2212;                    North         East     Units Scale Factor Converg.
 AN2212;SPC TXSC     - 4,086,739.753   891,789.220   MT  0.99994882   +1 27 41.3
 AN2212;SPC TXSC     -13,407,912.01  2,925,811.80   sFT  0.99994882   +1 27 41.3
 AN2212;UTM  14      - 3,165,356.124   791,791.058   MT  1.00065090   +1 25 41.6
 AN2212;UTM  15      - 3,165,438.799   204,911.602   MT  1.00067479   -1 26 39.7
 AN2212
 AN2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2212!SPC TXSC     -   1.00000386  x   0.99994882  =   0.99995268
 AN2212!UTM  14      -   1.00000386  x   1.00065090  =   1.00065476
 AN2212!UTM  15      -   1.00000386  x   1.00067479  =   1.00067865
 AN2212
 AN2212                          SUPERSEDED SURVEY CONTROL
 AN2212
 AN2212  NAD 83(1986)-  28 34 56.62439(N)    096 01 00.62956(W) AD(       ) 3
 AN2212  NAD 27      -  28 34 55.64400(N)    096 00 59.75700(W) AD(       ) 3
 AN2212
 AN2212.Superseded values are not recommended for survey control.
 AN2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2212.See file dsdata.txt to determine how the superseded data were derived.
 AN2212
 AN2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS9179165356(NAD 83)
 AN2212_MARKER: DS = TRIANGULATION STATION DISK
 AN2212_SETTING: 0 = UNSPECIFIED SETTING
 AN2212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2212
 AN2212  HISTORY     - Date     Condition        Report By
 AN2212  HISTORY     - 1934     MONUMENTED       CGS
 AN2212  HISTORY     - 1937     GOOD             TSI
 AN2212  HISTORY     - 1938     GOOD             CGS
 AN2212  HISTORY     - 1942     GOOD             USE
 AN2212  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AN2212
 AN2212                          STATION DESCRIPTION
 AN2212
 AN2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2212'STATION IS LOCATED ON MATAGORDA PENINSULA, ABOUT 8 MILES
 AN2212'SSW FROM MATAGORDA, AND ABOUT 200 METERS ENE OF HOUSE ON
 AN2212'BRAHMIN ESTATE NOW OCCUPIED BY BIRD FEILDER.  IT IS 195
 AN2212'METERS NW OF GULF BEACH HIGH-WATER MARK, ON NW SIDE OF SAND
 AN2212'RIDGE, AND 3/4 MILE SW OF LONG LINE OF CEDARS EXTENDING
 AN2212'HALFWAY ACROSS PENINSULA IN A NW DIRECTION.
 AN2212'
 AN2212'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2212'NO REFERENCE MARK WAS SET.
 AN2212'
 AN2212'THE FOLLOWING MAGNETIC BEARING WAS TAKEN FROM STATION--
 AN2212'HOUSE (200 METERS DISTANT), 255 DEG.
 AN2212'
 AN2212'HEIGHT OF LIGHT ABOVE STATION MARK - 2.5 METERS.
 AN2212
 AN2212                          STATION RECOVERY (1937)
 AN2212
 AN2212'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2212'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AN2212
 AN2212                          STATION RECOVERY (1938)
 AN2212
 AN2212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2212'STATION MARK WAS RECOVERED IN GOOD CONDITION.
 AN2212'
 AN2212'STATION IS LOCATED ON THE GULF SHORE OF MATAGORDA PENINSULA,
 AN2212'ABOUT 2 MILES W BY S OF THE OUTLET OF THE COLORADO RIVER
 AN2212'TO THE GULF, 3/4 MILE W OF A LONE OF SALT CEDAR TREES EXTENDING
 AN2212'HALFWAY ACROSS THE PENINSULA, AND ABOUT 200 METERS FROM
 AN2212'THE HIGH-WATER LINE.  THERE IS AN ARTESIAN WELL AND CATTLE
 AN2212'TROUGH ABOUT 200 METERS W OF STATION.  THE HOUSE IN THIS
 AN2212'VICINITY HAS BEEN TORN DOWN.  STATION MARK IS ON THE NW
 AN2212'SIDE OF THE SAND RIDGE EXTENDING ALONG THE BEACH.
 AN2212
 AN2212                          STATION RECOVERY (1942)
 AN2212
 AN2212'RECOVERY NOTE BY US ENGINEERS 1942
 AN2212'THE STATION WAS RECOVERED IN GOOD CONDITION.
 AN2212
 AN2212                          STATION RECOVERY (1947)
 AN2212
 AN2212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2212'DESTROYED.  THE STATION WAS FOUND WASHED OUT AND LYING ON
 AN2212'THE BEACH BELOW THE MEAN HIGH-WATER LINE.  THE UNDERGROUND
 AN2212'MARK WAS DUG FOR BUT THE HEIGHT OF THE ERODED BANK INDICATES
 AN2212'THAT THE UNDERGROUND MARK HAS ALSO BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1613 ***********************************************************************
 BY1613  DESIGNATION -  PENN AZ MK
 BY1613  PID         -  BY1613
 BY1613  STATE/COUNTY-  TX/HOUSTON
 BY1613  USGS QUAD   -  FODICE (1963)
 BY1613
 BY1613                         *CURRENT SURVEY CONTROL
 BY1613  ___________________________________________________________________
 BY1613* NAD 83(1986)-  31 11 11.     (N)    095 16 12.     (W)     SCALED    
 BY1613* NAVD 88     -        99.68   (+/-2cm)     327.0    (feet)  VERTCON   
 BY1613  ___________________________________________________________________
 BY1613  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1613
 BY1613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1613
 BY1613.The horizontal coordinates were scaled from a topographic map and have
 BY1613.an estimated accuracy of +/- 6 seconds.
 BY1613
 BY1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1613.The vertical order pertains to the NGVD 29 superseded value.
 BY1613
 BY1613.The geoid height was determined by GEOID03.
 BY1613
 BY1613;                    North         East    Units  Estimated Accuracy
 BY1613;SPC TX C     - 3,179,450.    1,182,410.      MT  (+/- 180 meters Scaled)
 BY1613
 BY1613                          SUPERSEDED SURVEY CONTROL
 BY1613
 BY1613  NGVD 29 (??/??/92)   99.696  (m)          327.09   (f) ADJ UNCH    2 0
 BY1613
 BY1613.Superseded values are not recommended for survey control.
 BY1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1613.See file dsdata.txt to determine how the superseded data were derived.
 BY1613
 BY1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ836524(NAD 83)
 BY1613_MARKER: DZ = AZIMUTH MARK DISK
 BY1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1613_STAMPING: PENN 1942
 BY1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1613+STABILITY: SURFACE MOTION
 BY1613
 BY1613  HISTORY     - Date     Condition        Report By
 BY1613  HISTORY     - 1942     MONUMENTED       CGS
 BY1613  HISTORY     - 1948     GOOD             NGS
 BY1613
 BY1613                          STATION DESCRIPTION
 BY1613
 BY1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1613'2.35 MI W FROM PENNINGTON.
 BY1613'0.1 MILE SOUTH ALONG U.S. HIGHWAY 287 FROM THE BAPTIST CHURCH AT
 BY1613'PENNINGTON, THENCE 2.25 MILES WEST ALONG THE PENNINGTON-FODICE ROAD,
 BY1613'AT A T ROAD JUNCTION, 129.3 FEET WEST OF THE NORTHWEST CORNER OF A
 BY1613'FARMHOUSE LOCATED AT THE SOUTHWEST ANGLE OF THE ROAD JUNCTION, 104.6
 BY1613'FEET NORTHWEST OF THE NORTHWEST EDGE OF AN OPEN TOP WELL, 36.0 FEET
 BY1613'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 3.0 FEET EAST OF A
 BY1613'REFERENCE POST, 1.3 FEET NORTH OF A FENCE, SET IN THE TOP OF A
 BY1613'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 BY1613'MARK IS 1.2 MILES EAST OF BENCH MARK M 964.  NOTE-- TO REACH THE
 BY1613'TRIANGULATION STATION FROM THE AZIMUTH MARK GO NORTH ALONG A FARM ROAD
 BY1613'AND A FENCE LINE 0.4 MILE TO A FENCE CORNER, TURN WEST ABOUT 100 FEET
 BY1613'TO ANOTHER FENCE CORNER, TURN NORTH ABOUT 100 FEET TO ANOTHER FENCE
 BY1613'CORNER, TURN WEST ALONG THE FENCE 0.1 MILE AND TURN NORTH ABOUT 200
 BY1613'FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1617 ***********************************************************************
 BY1617  DESIGNATION -  PENN RM 1
 BY1617  PID         -  BY1617
 BY1617  STATE/COUNTY-  TX/HOUSTON
 BY1617  USGS QUAD   -  FODICE (1963)
 BY1617
 BY1617                         *CURRENT SURVEY CONTROL
 BY1617  ___________________________________________________________________
 BY1617* NAD 83(1986)-  31 11 37.     (N)    095 16 20.     (W)     SCALED    
 BY1617* NAVD 88     -       107.66   (+/-2cm)     353.2    (feet)  VERTCON   
 BY1617  ___________________________________________________________________
 BY1617  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1617
 BY1617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1617
 BY1617.The horizontal coordinates were scaled from a topographic map and have
 BY1617.an estimated accuracy of +/- 6 seconds.
 BY1617
 BY1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1617.The vertical order pertains to the NGVD 29 superseded value.
 BY1617
 BY1617.The geoid height was determined by GEOID03.
 BY1617
 BY1617;                    North         East    Units  Estimated Accuracy
 BY1617;SPC TX C     - 3,180,240.    1,182,160.      MT  (+/- 180 meters Scaled)
 BY1617
 BY1617                          SUPERSEDED SURVEY CONTROL
 BY1617
 BY1617  NGVD 29 (??/??/92)  107.670  (m)          353.25   (f) ADJ UNCH    2 0
 BY1617
 BY1617.Superseded values are not recommended for survey control.
 BY1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1617.See file dsdata.txt to determine how the superseded data were derived.
 BY1617
 BY1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ834532(NAD 83)
 BY1617_MARKER: DR = REFERENCE MARK DISK
 BY1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1617_STAMPING: PENN NO 1 1942
 BY1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1617+STABILITY: SURFACE MOTION
 BY1617
 BY1617  HISTORY     - Date     Condition        Report By
 BY1617  HISTORY     - 1942     MONUMENTED       CGS
 BY1617  HISTORY     - 1948     GOOD             NGS
 BY1617
 BY1617                          STATION DESCRIPTION
 BY1617
 BY1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1617'3.0 MI SW FROM PENNINGTON.
 BY1617'2.35 MILES NORTHWEST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AND
 BY1617'GENERAL STORE AT PENNINGTON, THENCE 0.65 MILE SOUTHWEST ALONG A FARM
 BY1617'ROAD, ON THE FARM OF J. D. STEPLETON, ON TOP OF A HILL WHICH IS
 BY1617'COVERED WITH SCATTERED SMALL PINES AND WHICH IS THE HIGHEST POINT ON
 BY1617'THE STEPLETON FARM, 165.0 FEET WEST OF THE CENTER LINE OF THE MAIN
 BY1617'FARM ROAD, 106.5 FEET NORTH NORTHWEST OF PENN R.M. 2, 89.1 FEET
 BY1617'NORTHEAST OF THE TRIANGULATION STATION, 81.0 FEET WEST OF A LITTLE
 BY1617'USED FARM ROAD WHICH LEADS SOUTHWEST TOWARDS A PROMINENT 40-INCH PINE
 BY1617'TREE, 15.0 FEET SOUTHEAST OF AN ABANDONED FENCE LINE AND A DIVIDING
 BY1617'LINE BETWEEN TWO DIFFERENT TYPES OF TREE GROWTH, 7.0 FEET SOUTH OF A
 BY1617'15-INCH PINE TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY1617'FOOT ABOVE THE GROUND.  NOTE-- IF TROUBLE IS ENCOUNTERED IN LOCATING
 BY1617'MARK, CONTACT J. D. STEPLETON, WHO LIVES AT THE JUNCTION OF THE
 BY1617'HIGHWAY AND THE FARM ROAD MENTIONED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1614 ***********************************************************************
 BY1614  DESIGNATION -  PENN RM 2
 BY1614  PID         -  BY1614
 BY1614  STATE/COUNTY-  TX/HOUSTON
 BY1614  USGS QUAD   -  FODICE (1963)
 BY1614
 BY1614                         *CURRENT SURVEY CONTROL
 BY1614  ___________________________________________________________________
 BY1614* NAD 83(1986)-  31 11 37.     (N)    095 16 20.     (W)     SCALED    
 BY1614* NAVD 88     -       107.91   (+/-2cm)     354.0    (feet)  VERTCON   
 BY1614  ___________________________________________________________________
 BY1614  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1614
 BY1614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1614
 BY1614.The horizontal coordinates were scaled from a topographic map and have
 BY1614.an estimated accuracy of +/- 6 seconds.
 BY1614
 BY1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1614.The vertical order pertains to the NGVD 29 superseded value.
 BY1614
 BY1614.The geoid height was determined by GEOID03.
 BY1614
 BY1614;                    North         East    Units  Estimated Accuracy
 BY1614;SPC TX C     - 3,180,240.    1,182,160.      MT  (+/- 180 meters Scaled)
 BY1614
 BY1614                          SUPERSEDED SURVEY CONTROL
 BY1614
 BY1614  NGVD 29 (??/??/92)  107.919  (m)          354.06   (f) ADJ UNCH    2 0
 BY1614
 BY1614.Superseded values are not recommended for survey control.
 BY1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1614.See file dsdata.txt to determine how the superseded data were derived.
 BY1614
 BY1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ834532(NAD 83)
 BY1614_MARKER: DR = REFERENCE MARK DISK
 BY1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1614_STAMPING: PENN NO 2 1942
 BY1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1614+STABILITY: SURFACE MOTION
 BY1614
 BY1614  HISTORY     - Date     Condition        Report By
 BY1614  HISTORY     - 1942     MONUMENTED       CGS
 BY1614  HISTORY     - 1948     GOOD             NGS
 BY1614
 BY1614                          STATION DESCRIPTION
 BY1614
 BY1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1614'3.0 MI NW FROM PENNINGTON.
 BY1614'2.35 MILES NORTHWEST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AND
 BY1614'GENERAL STORE AT PENNINGTON, THENCE 0.65 MILE SOUTHWEST ALONG A FARM
 BY1614'ROAD, ON THE FARM OF J. D. STEPLETON, ON TOP OF A HILL WHICH IS
 BY1614'COVERED WITH SCATTERED SMALL PINES AND WHICH IS THE HIGHEST POINT ON
 BY1614'THE STEPLETON FARM, 207.0 FEET NORTH OF A BARBED WIRE FENCE LINE AND
 BY1614'THE NORTH EDGE OF A CULTIVATED FIELD, 175.0 FEET NORTHEAST OF A
 BY1614'PROMINENT 40-INCH PINE TREE WHICH DIVIDES INTO 3 TRUNKS ABOUT 8.0 FEET
 BY1614'ABOVE THE GROUND, 106.5 FEET SOUTH SOUTHEAST OF PENN R.M. 1, 87.0 FEET
 BY1614'EAST SOUTHEAST OF THE TRIANGULATION STATION, 11.0 FEET WEST OF THE
 BY1614'CENTER LINE OF A LITTLE USED FARM ROAD, SET IN THE TOP OF A CONCRETE
 BY1614'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- IF TROUBLE IS
 BY1614'ENCOUNTERED IN LOCATING MARK, CONTACT J. D. STEPLETON, WHO LIVES AT
 BY1614'THE JUNCTION OF THE HIGHWAY AND THE FARM ROAD MENTIONED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1561 ***********************************************************************
 BY1561  DESIGNATION -  PENNINGTON
 BY1561  PID         -  BY1561
 BY1561  STATE/COUNTY-  TX/HOUSTON
 BY1561  USGS QUAD   -  PENNINGTON (1963)
 BY1561
 BY1561                         *CURRENT SURVEY CONTROL
 BY1561  ___________________________________________________________________
 BY1561* NAD 83(1993)-  31 12 52.71109(N)    095 13 07.74185(W)     ADJUSTED  
 BY1561* NAVD 88     -       123.64   (+/-2cm)     405.6    (feet)  VERTCON   
 BY1561  ___________________________________________________________________
 BY1561  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BY1561  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1561
 BY1561  HORZ ORDER  -  FIRST
 BY1561  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1561
 BY1561.The horizontal coordinates were established by classical geodetic methods
 BY1561.and adjusted by the National Geodetic Survey in February 1996..
 BY1561
 BY1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1561.The vertical order pertains to the NGVD 29 superseded value.
 BY1561
 BY1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1561
 BY1561.The geoid height was determined by GEOID03.
 BY1561
 BY1561;                    North         East     Units Scale Factor Converg.
 BY1561;SPC TX C     - 3,182,801.893 1,187,134.652   MT  0.99988864   +2 38 03.4
 BY1561;SPC TX C     -10,442,242.54  3,894,790.94   sFT  0.99988864   +2 38 03.4
 BY1561;UTM  15      - 3,455,511.750   288,629.564   MT  1.00015111   -1 09 01.1
 BY1561
 BY1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1561!SPC TX C     -   0.99998485  x   0.99988864  =   0.99987349
 BY1561!UTM  15      -   0.99998485  x   1.00015111  =   1.00013596
 BY1561
 BY1561|---------------------------------------------------------------------|
 BY1561| PID    Reference Object                     Distance      Geod. Az  |
 BY1561|                                                           dddmmss.s |
 BY1561| BY1616 PENNINGTON RM 3                      22.372 METERS 05921     |
 BY1561| BY1562 PENNINGTON RM 1                      27.171 METERS 06534     |
 BY1561| BY1559 PENNINGTON AZ MK                                   1911850.5 |
 BY1561| BY1560 PENNINGTON RM 2                      30.218 METERS 20348     |
 BY1561|---------------------------------------------------------------------|
 BY1561
 BY1561                          SUPERSEDED SURVEY CONTROL
 BY1561
 BY1561  NAD 83(1986)-  31 12 52.72169(N)    095 13 07.72773(W) AD(       ) 1
 BY1561  NAD 27      -  31 12 52.06300(N)    095 13 06.95600(W) AD(       ) 1
 BY1561  NGVD 29 (??/??/92)  123.651  (m)          405.68   (f) ADJ UNCH    2 0
 BY1561
 BY1561.Superseded values are not recommended for survey control.
 BY1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1561.See file dsdata.txt to determine how the superseded data were derived.
 BY1561
 BY1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8863055512(NAD 83)
 BY1561_MARKER: DS = TRIANGULATION STATION DISK
 BY1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1561_STAMPING: PENNINGTON 1942
 BY1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1561+STABILITY: SURFACE MOTION
 BY1561
 BY1561  HISTORY     - Date     Condition        Report By
 BY1561  HISTORY     - 1942     MONUMENTED       CGS
 BY1561  HISTORY     - 1944     GOOD             TXHD
 BY1561  HISTORY     - 1948     GOOD             CGS
 BY1561  HISTORY     - 1948     GOOD             NGS
 BY1561  HISTORY     - 1958     GOOD             CGS
 BY1561  HISTORY     - 1963     GOOD             CGS
 BY1561
 BY1561                          STATION DESCRIPTION
 BY1561
 BY1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1561'STATION IS LOCATED ABOUT 1.8 MILES NORTH OF PENNINGTON ON
 BY1561'LAND OWNED BY THE STATE.  IT IS 15 FEET EAST BY SOUTH OF A FENCE,
 BY1561'135 FEET NORTH-NORTHEAST OF ANGLE IN FENCE LINE, 35 FEET WEST BY
 BY1561'NORTH OF THE CENTERLINE OF AN OLD ROAD, 66 FEET NORTHWEST
 BY1561'OF THE CENTERLINE OF THE COUNTY ROAD AND 3.6 FEET EAST BY
 BY1561'SOUTH OF A WHITE REFERENCE POST.  IT IS STAMPED PENNINGTON
 BY1561'1942 AND PROJECTS ABOUT 3 INCHES.
 BY1561'
 BY1561'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 35 FEET
 BY1561'NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 16 FEET
 BY1561'EAST SOUTHEAST OF THE CENTERLINE OF THE OLD ROAD.  IT IS
 BY1561'STAMPED PENNINGTON NO 1 1942 AND PROJECTS ABOUT 4 INCHES.
 BY1561'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 35
 BY1561'FEET NORTHEAST OF AN ANGLE IN THE FENCE AND 1 FOOT
 BY1561'EAST-SOUTHEAST OF THE FENCE.  IT IS STAMPED PENNINGTON NO 2 1942
 BY1561'AND PROJECTS ABOUT 6 INCHES.
 BY1561'
 BY1561'THE AZIMUTH MARK IS SOUTH BY WEST OF THE STATION AND IS 285
 BY1561'FEET NORTH OF A SMALL TANK AND WINDMILL, 15.6 FEET EAST-NORTHEAST
 BY1561'OF A FENCE CORNER, 3 FEET WEST OF A WHITE REFERENCE POST
 BY1561'AND 1 FOOT NORTH OF THE FENCE.  IT IS STAMPED PENNINGTON
 BY1561'1942 AND PROJECTS ABOUT 4 INCHES.
 BY1561'
 BY1561'TO REACH THE STATION FROM PENNINGTON (BRICK GENERAL STORE AND
 BY1561'TEXACO STATION), GO EAST 0.2 MILES, JUST AFTER PASSING A SCHOOL
 BY1561'ON THE LEFT.  TURN LEFT (NORTH) AND GO 1.9 MILES TO THE STATION
 BY1561'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH
 BY1561'ALONG OLD ROAD ABOUT 0.3 MILE TO GATE.  GO THROUGH GATE AND
 BY1561'FOLLOW FARM ROAD FOR 0.1 MILE TO FENCE CORNER AND AZIMUTH
 BY1561'MARK ON THE LEFT.
 BY1561'
 BY1561'A 116 FOOT SIGNAL AT TATUM IS VISIBLE AT 90 FEET.
 BY1561'
 BY1561'A 90 FOOT SIGNAL AT PENN IS VISIBLE AT 50 FEET.
 BY1561'
 BY1561'A 90 FOOT SIGNAL AT BRUMBERG IS VISIBLE AT 90 FEET.
 BY1561'
 BY1561'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BY1561
 BY1561                          STATION RECOVERY (1944)
 BY1561
 BY1561'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1944 (GC)
 BY1561'STATION RECOVERED.
 BY1561
 BY1561                          STATION RECOVERY (1948)
 BY1561
 BY1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CFO)
 BY1561'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 BY1561'AND ADEQUATELY DESCRIBED.
 BY1561
 BY1561                          STATION RECOVERY (1948)
 BY1561
 BY1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BY1561'1.9 MI N FROM PENNINGTON.
 BY1561'1.9 MILES NORTH ALONG DAVEY CROCKETT NATIONAL FOREST ROAD 14 FROM THE
 BY1561'HIGH SCHOOL AT PENNINGTON, AT THE TOP OF A HILL, 0.15 MILE SOUTHWEST
 BY1561'OF THE JUNCTION WITH A DIRT ROAD LEADING EAST, 85 YARDS SOUTHWEST OF
 BY1561'THE JUNCTION WITH A DIRT ROAD LEADING WEST, 165.0 FEET NORTH OF THE
 BY1561'JUNCTION WITH AN OLD ROAD LEADING SOUTH, 116.0 FEET SOUTH OF A 24-INCH
 BY1561'OAK TREE, 77.5 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 42.0
 BY1561'FEET SOUTHWEST OF A 20-INCH OAK TREE, 14.2 FEET EAST OF A BARBED WIRE
 BY1561'FENCE, 1.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY1561'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY1561
 BY1561                          STATION RECOVERY (1958)
 BY1561
 BY1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ELJ)
 BY1561'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 BY1561'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 HAS BEEN
 BY1561'REMOVED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 BY1561'CORRECT.
 BY1561
 BY1561                          STATION RECOVERY (1963)
 BY1561
 BY1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 BY1561'THE STATION MARK, REFERENCE MARKS NO. 2 AND THE AZIMUTH
 BY1561'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 BY1561'WAS FOUND TO BE DESTROYED.  A NEW REFERENCE MARK NO. 3 WAS
 BY1561'SET.  A COMPLETE DESCRIPTION IS AS FOLLOWS--
 BY1561'
 BY1561'THE STATION IS ABOUT 14 MILES SOUTHEAST OF CROCKETT, 2 MILES
 BY1561'NORTH OF PENNINGTON, ALONG THE NORTHWEST SIDE OF A COUNTY
 BY1561'ROAD.
 BY1561'
 BY1561'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 358
 BY1561'AND U.S. HIGHWAY 287 (OLD HIGHWAY) IN THE VILLAGE OF PENNINGTON,
 BY1561'GO EAST ON FARM ROAD 358 FOR 0.2 MILE TO A SIDE ROAD ON THE
 BY1561'LEFT, JUST AFTER PASSING A SCHOOL HOUSE.  TURN LEFT, NORTH,
 BY1561'GO 1.9 MILES TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 BY1561'MARK, GO SOUTH ON AN OLD PUBLIC ROAD 0.2 MILE TO A GATE.
 BY1561'PASS THROUGH GATE AND FOLLOW A TRACK ROAD 0.1 MILE TO AZIMUTH
 BY1561'MARK ON THE LEFT.
 BY1561'
 BY1561'STATION MARK, A STANDARD DISK STAMPED PENNINGTON 1942, IS
 BY1561'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4
 BY1561'INCHES.  IT IS 74 FEET NORTHWEST OF THE CENTER OF ROAD, 41
 BY1561'FEET SOUTHWEST OF A 2-FOOT OAK TREE, 24 FEET NORTHWEST OF
 BY1561'THE RIGHT-OF-WAY FENCE, 13 FEET SOUTHEAST OF A FENCE AND 2
 BY1561'FEET SOUTHEAST OF A 4 IN X 4 IN WOODEN WITNESS POST.
 BY1561'
 BY1561'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PENNINGTON
 BY1561'NO 2 1942, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 BY1561'PROJECTS 4 INCHES.  IT IS 44 FEET NORTHWEST OF THE CENTER
 BY1561'OF ROAD, AND 6 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 BY1561'
 BY1561'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PENNINGTON
 BY1561'NO 3 1942, IS SET IN A CONCRETE POST WHICH PROJECTS 3 INCHES.
 BY1561'IT IS 50 FEET NORTHWEST OF THE CENTER OF ROAD, 32 FEET NORTHEAST
 BY1561'OF THE 2-FOOT OAK TREE, AND IN THE NORTHWEST RIGHT-OF-WAY FENCE.
 BY1561'
 BY1561'AZIMUTH MARK, A STANDARD DISK STAMPED PENNINGTON 1942, IS
 BY1561'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES.
 BY1561'IT IS 224 FEET SOUTHEAST OF THE OLD ROAD, (MEASURED FROM
 BY1561'A POINT WHICH IS 0.2 MILE NORTHEAST OF THE JUNCTION WITH A
 BY1561'FARM DRIVEWAY LEADING TO A FARM HOUSE, 20 FEET SOUTHEAST
 BY1561'OF A TRACK ROAD, 92 FEET NORTHWEST OF A FENCE CORNER, AND
 BY1561'190 FEET SOUTHWEST OF A 3-FOOT OAK TREE.
 BY1561'
 BY1561'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0641 ***********************************************************************
 DP0641  DESIGNATION -  PENNINGTON
 DP0641  PID         -  DP0641
 DP0641  STATE/COUNTY-  TX/LYNN
 DP0641  USGS QUAD   -  DRAW (1970)
 DP0641
 DP0641                         *CURRENT SURVEY CONTROL
 DP0641  ___________________________________________________________________
 DP0641* NAD 83(1993)-  33 04 14.63237(N)    101 41 41.15365(W)     ADJUSTED  
 DP0641* NAVD 88     -       920.2    (meters)    3019.     (feet)  VERTCON   
 DP0641  ___________________________________________________________________
 DP0641  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 DP0641  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 DP0641
 DP0641  HORZ ORDER  -  FIRST
 DP0641
 DP0641.The horizontal coordinates were established by classical geodetic methods
 DP0641.and adjusted by the National Geodetic Survey in February 1996..
 DP0641
 DP0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0641
 DP0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0641
 DP0641.The geoid height was determined by GEOID03.
 DP0641
 DP0641;                    North         East     Units Scale Factor Converg.
 DP0641;SPC TXNC     - 2,160,231.531   301,761.358   MT  0.99987268   -1 44 32.7
 DP0641;SPC TXNC     - 7,087,359.61    990,028.72   sFT  0.99987268   -1 44 32.7
 DP0641;UTM  14      - 3,662,357.908   248,429.538   MT  1.00038039   -1 28 16.4
 DP0641
 DP0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0641!SPC TXNC     -   0.99985943  x   0.99987268  =   0.99973212
 DP0641!UTM  14      -   0.99985943  x   1.00038039  =   1.00023976
 DP0641
 DP0641|---------------------------------------------------------------------|
 DP0641| PID    Reference Object                     Distance      Geod. Az  |
 DP0641|                                                           dddmmss.s |
 DP0641| CJ7282 PENNINGTON RM 3                     124.950 METERS 08902     |
 DP0641| CJ7280 PENNINGTON RM 1 AZIMUTH             163.983 METERS 16142     |
 DP0641| CU1168 ODONNELL GENERAL TEL MICROWAVE      APPROX.16.8 KM 2252257.8 |
 DP0641| CU1166 O DONNELL MUNICIPAL TANK            APPROX.17.0 KM 2282649.4 |
 DP0641| CJ7281 PENNINGTON RM 2                      24.248 METERS 27558     |
 DP0641| CJ7279 PENNINGTON AZ MK                                   3162530.1 |
 DP0641| DP0643 TAHOKA MUNICIPAL TANK               APPROX.14.5 KM 3201055.0 |
 DP0641|---------------------------------------------------------------------|
 DP0641
 DP0641                          SUPERSEDED SURVEY CONTROL
 DP0641
 DP0641  NAD 83(1986)-  33 04 14.64006(N)    101 41 41.14479(W) AD(       ) 1
 DP0641  NAD 27      -  33 04 14.29100(N)    101 41 39.60800(W) AD(       ) 1
 DP0641  NGVD 29 (07/19/86)  919.8    (m)         3018.     (f) VERT ANG       
 DP0641
 DP0641.Superseded values are not recommended for survey control.
 DP0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0641.See file dsdata.txt to determine how the superseded data were derived.
 DP0641
 DP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB4843062358(NAD 83)
 DP0641_MARKER: DS = TRIANGULATION STATION DISK
 DP0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0641
 DP0641  HISTORY     - Date     Condition        Report By
 DP0641  HISTORY     - 1932     MONUMENTED       CGS
 DP0641  HISTORY     - 1949     GOOD             CGS
 DP0641  HISTORY     - 1968     GOOD             USGS
 DP0641  HISTORY     - 1968     GOOD             CGS
 DP0641
 DP0641                          STATION DESCRIPTION
 DP0641
 DP0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0641'ABOUT 6.5 MILES S AND 5.5 MILES E OF TAHOKA, ABOUT 7 MILES
 DP0641'N AND 7.5 MILES E OF O DONNELL, ON LAND OWNED BY MRS. PENNINGTON
 DP0641'AND MISS LEWIS AND RENTED BY MR. REED, IN FENCE LINE N OF
 DP0641'HOUSE, 0.6 MILE W OF ROAD, AT A POINT WHERE THE N-S FENCE
 DP0641'ENTERS THE E-W FENCE ON THE N SIDE OF THE PASTURE.  THIS IS
 DP0641'THE SECOND AND MOST WESTERLY FENCE ENTERING FROM THE N AND THE
 DP0641'FENCE AT THIS POINT BENDS SLIGHTLY TO THE N, 10.7 FEET S OF
 DP0641'THE FENCE JUNCTION.
 DP0641'
 DP0641'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DP0641'DISKS SET IN CONCRETE.
 DP0641'
 DP0641'SURFACE MARK IS FLUSH WITH THE GROUND.
 DP0641'
 DP0641'REFERENCE MARK NO. 1 IS IN FENCE LINE, 528 FEET FROM STATION,
 DP0641'S 18 DEG 18 MIN E.
 DP0641'
 DP0641'REFERENCE MARK NO. 2 PROJECTS 4 INCHES ABOVE GROUND, AND IS
 DP0641'IN FENCE LINE, 79.70 FEET FROM STATION, N 84 DEG 24 MIN W.
 DP0641'
 DP0641'OTHER BEARINGS FROM STATION ARE--O DONNELL, MUNICIPAL WATER
 DP0641'TANK, FINIAL, S 48 DEG 27 MIN W.  TAHOKA, MUNICIPAL WATER
 DP0641'TANK, FINIAL, N 39 DEG 49 MIN W.
 DP0641'
 DP0641'TO REACH FROM TAHOKA, GO E ON STATE HIGHWAY 84, FOR 6 MILES
 DP0641'TO FILLING STATION IN SE ROAD CORNER, THERE TURN S 6.6 MILES
 DP0641'TO HOUSE ON W SIDE OF ROAD AND ENTRANCE TO STATION SITE.
 DP0641
 DP0641                          STATION RECOVERY (1949)
 DP0641
 DP0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DP0641'FENCES IN ORIGINAL DESCRIPTION HAVE BEEN TAKEN DOWN.  STATION
 DP0641'AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1 NOT RECOVERED.
 DP0641'
 DP0641'NEW DESCRIPTION--TO REACH FROM CENTER OF TAHOKA TRAVEL S
 DP0641'ON U.S. HIGHWAY 87 FOR 7.13 MILES TO CROSSROADS, TURN LEFT
 DP0641'OR E AND GO 6.0 MILES TO CROSSROADS, TURN LEFT OR N AND GO
 DP0641'0.5 MILE TO FIELD ROAD AND TURN RIGHT OR E AND FOLLOW FIELD
 DP0641'ROAD 0.42 MILE TO STATION AT EDGE OF FIELD ROAD.
 DP0641
 DP0641                          STATION RECOVERY (1968)
 DP0641
 DP0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 DP0641'THE STATION IS LOCATED SOUTH 43 DEG EAST ABOUT 8.7 MILES AIRLINE
 DP0641'FROM TAHOKA, TEXAS ON SOUTH EDGE OF A EAST-WEST FIELD ROAD.
 DP0641'
 DP0641'TO REACH FROM THE JUNCTION OF THE U.S. HIGHWAYS 87 AND 380 IN
 DP0641'TAHOKA, GO 7.1 MILES SOUTH OF U.S. HIGHWAY 87 TO A GRADED CROSS
 DP0641'ROADS, TURN LEFT AND GO 6.0 MILES EAST TO A GRADED X-RDS., TURN
 DP0641'LEFT AND GO 0.5 MILES NORTH TO TRACK ROAD, TURN RIGHT AND GO 0.4
 DP0641'MILE EAST ON FIELD ROAD TO STATION ON THE RIGHT.
 DP0641'
 DP0641'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 DP0641'FLUSH WITH THE GROUND AND STAMPED PENNINGTON 1932.
 DP0641'
 DP0641'NOTE--THE STATION IS TO BE REOCCUPIED BY A USC AND GS SURVEY
 DP0641'PARTY IN THE IMMEDIATE FUTURE AT WHICH TIME NEW REFERENCE MARKS
 DP0641'WILL BE SET AND OBSERVED.
 DP0641
 DP0641                          STATION RECOVERY (1968)
 DP0641
 DP0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0641'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND ARE IN FAIR
 DP0641'CONDITION.  THE STATION MARK APPEARS SLIGHTLY TILTED AND
 DP0641'REFERENCE MARK 2 IS POINTED TO THE RIGHT OF THE
 DP0641'STATION.  REFERENCE MARK 1 WAS NOT RECOVERED AND IS PRESUMED
 DP0641'DESTROYED BY FARM MACHINERY.  REFERENCE MARK 3 AND AN AZIMUTH
 DP0641'MARK WERE ESTABLISHED AT THIS TIME.
 DP0641'
 DP0641'STATION IS LOCATED ABOUT 11.0 MILES NORTHEAST OF O DONNELL, 9.0
 DP0641'MILES SOUTHEAST OF TAHOKA, 7.0 MILES SOUTHWEST OF GRASSLAND AND
 DP0641'IS IN A CULTIVATED FIELD.
 DP0641'
 DP0641'TO REACH FROM THE JUNCTION OF TEXAS FARM ROAD AND U.S. HIGHWAY
 DP0641'87 IN THE WEST EDGE OF O DONNELL, GO NORTH ON U.S. HIGHWAY 87
 DP0641'FOR 3.55 MILES TO FARM ROAD 213, CONTINUE NORTH ON THE HIGHWAY
 DP0641'FOR 3.0 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST ON A PAVED
 DP0641'ROAD FOR 4.0 MILES TO WHERE THE PAVED ROAD TURN NORTH, CONTINUE
 DP0641'EAST ON A GRAVEL ROAD FOR 2.0 MILES TO A CROSSROAD, TURN LEFT
 DP0641'AND GO NORTH ON A BLADED ROAD FOR 0.5 MILE TO A FIELD ROAD
 DP0641'RIGHT, (TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON THE
 DP0641'BLADED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.) TURN
 DP0641'RIGHT AND GO EAST ON THE FIELD ROAD FOR 0.4 MILE TO THE
 DP0641'STATION.
 DP0641'
 DP0641'STATION MARK IS A STANDARD DISK, STAMPED PENNINGTON 1932, SET
 DP0641'IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 DP0641'GROUND SURFACE.  IT IS 410.0 FEET WEST OF A LONE FENCE POST,
 DP0641'19.0 FEET NORTH OF THE CENTER OF A TERRACE AND 14.0 FEET SOUTH OF
 DP0641'THE CENTER OF A FARM ROAD.
 DP0641'
 DP0641'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PENNINGTON 1932
 DP0641'NO 2, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 DP0641'PROJECTS ABOUT 8.0 INCHES ABOVE THE GROUND SURFACE.  IT IS 27.0
 DP0641'FEET NORTH OF THE CENTER OF THE TERRACE AND 7.0 FEET SOUTH OF
 DP0641'THE CENTER OF THE FIELD ROAD.
 DP0641'
 DP0641'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PENNINGTON NO 3
 DP0641'1932 1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH
 DP0641'PROJECTS ABOUT 2.0 INCHES ABOVE THE GROUND SURFACE.  IT IS 12.0
 DP0641'FEET NORTH OF THE CENTER OF THE FIELD ROAD AND 1.5 FEET NORTH
 DP0641'OF A LONE FENCE POST.
 DP0641'
 DP0641'AZIMUTH MARK IS A STANDARD DISK, STAMPED PENNINGTON 1932 1968,
 DP0641'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3.0
 DP0641'INCHES ABOVE THE GROUND SURFACE.  IT IS 19.5 FEET EAST OF THE
 DP0641'CENTER OF A ROAD, 1.8 FEET NORTH OF A WITNESS POST AND 1.5 FEET
 DP0641'SOUTH OF A POWERLINE POLE.
 DP0641'
 DP0641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DP0641'7.0 MILES SW OF GRASSLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1559 ***********************************************************************
 BY1559  DESIGNATION -  PENNINGTON AZ MK
 BY1559  PID         -  BY1559
 BY1559  STATE/COUNTY-  TX/HOUSTON
 BY1559  USGS QUAD   -  PENNINGTON (1963)
 BY1559
 BY1559                         *CURRENT SURVEY CONTROL
 BY1559  ___________________________________________________________________
 BY1559* NAD 83(1986)-  31 12 40.     (N)    095 13 18.     (W)     SCALED    
 BY1559* NAVD 88     -       121.69   (+/-2cm)     399.2    (feet)  VERTCON   
 BY1559  ___________________________________________________________________
 BY1559  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY1559
 BY1559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1559
 BY1559.The horizontal coordinates were scaled from a topographic map and have
 BY1559.an estimated accuracy of +/- 6 seconds.
 BY1559
 BY1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1559.The vertical order pertains to the NGVD 29 superseded value.
 BY1559
 BY1559.The geoid height was determined by GEOID03.
 BY1559
 BY1559;                    North         East    Units  Estimated Accuracy
 BY1559;SPC TX C     - 3,182,400.    1,186,880.      MT  (+/- 180 meters Scaled)
 BY1559
 BY1559                          SUPERSEDED SURVEY CONTROL
 BY1559
 BY1559  NGVD 29 (??/??/92)  121.701  (m)          399.28   (f) ADJ UNCH    2 0
 BY1559
 BY1559.Superseded values are not recommended for survey control.
 BY1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1559.See file dsdata.txt to determine how the superseded data were derived.
 BY1559
 BY1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ883551(NAD 83)
 BY1559_MARKER: DZ = AZIMUTH MARK DISK
 BY1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1559_STAMPING: PENNINGTON 1942
 BY1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1559+STABILITY: SURFACE MOTION
 BY1559
 BY1559  HISTORY     - Date     Condition        Report By
 BY1559  HISTORY     - 1942     MONUMENTED       CGS
 BY1559  HISTORY     - 1948     GOOD             NGS
 BY1559
 BY1559                          STATION DESCRIPTION
 BY1559
 BY1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1559'1.7 MI N FROM PENNINGTON.
 BY1559'1.3 MILES NORTH ALONG DAVEY CROCKETT NATIONAL FOREST ROAD 14 FROM THE
 BY1559'SCHOOL AT PENNINGTON, THENCE 0.1 MILE SOUTHEAST ALONG AN OLD DIRT
 BY1559'ROAD, THENCE 0.3 MILE NORTHEAST ALONG AN OLD DIRT ROAD, 224.0 FEET
 BY1559'SOUTHEAST OF THE CENTER LINE OF THE OLD PUBLIC ROAD MEASURED FROM A
 BY1559'POINT 0.2 MILE NORTHEAST OF THE JUNCTION WITH A DRIVEWAY LEADING TO A
 BY1559'WHITE FARMHOUSE, ALONG A NORTHEAST AND SOUTHWEST FENCE AROUND A SMALL
 BY1559'PECAN AND FRUIT TREE GROVE, 25.0 FEET EAST OF THE CENTER LINE OF A
 BY1559'FARM ROAD THROUGH A PASTURE, 15.9 FEET NORTHEAST OF A FENCE CORNER,
 BY1559'2.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY1559'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- TO REACH FROM
 BY1559'TRIANGULATION STATION PENNINGTON GO SOUTH 0.3 MILE ALONG AN ABANDONED
 BY1559'ROAD, THENCE 0.1 MILE SOUTH THROUGH A GATE INTO A PASTURE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1560 ***********************************************************************
 BY1560  DESIGNATION -  PENNINGTON RM 2
 BY1560  PID         -  BY1560
 BY1560  STATE/COUNTY-  TX/HOUSTON
 BY1560  USGS QUAD   -  PENNINGTON (1963)
 BY1560
 BY1560                         *CURRENT SURVEY CONTROL
 BY1560  ___________________________________________________________________
 BY1560* NAD 83(1986)-  31 12 53.     (N)    095 13 07.     (W)     SCALED    
 BY1560* NAVD 88     -       123.10   (+/-2cm)     403.9    (feet)  VERTCON   
 BY1560  ___________________________________________________________________
 BY1560  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1560
 BY1560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1560
 BY1560.The horizontal coordinates were scaled from a topographic map and have
 BY1560.an estimated accuracy of +/- 6 seconds.
 BY1560
 BY1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1560.The vertical order pertains to the NGVD 29 superseded value.
 BY1560
 BY1560.The geoid height was determined by GEOID03.
 BY1560
 BY1560;                    North         East    Units  Estimated Accuracy
 BY1560;SPC TX C     - 3,182,810.    1,187,150.      MT  (+/- 180 meters Scaled)
 BY1560
 BY1560                          SUPERSEDED SURVEY CONTROL
 BY1560
 BY1560  NGVD 29 (??/??/92)  123.115  (m)          403.92   (f) ADJ UNCH    2 0
 BY1560
 BY1560.Superseded values are not recommended for survey control.
 BY1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1560.See file dsdata.txt to determine how the superseded data were derived.
 BY1560
 BY1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ886555(NAD 83)
 BY1560_MARKER: DR = REFERENCE MARK DISK
 BY1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1560_STAMPING: PENNINGTON NO 2 1942
 BY1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1560+STABILITY: SURFACE MOTION
 BY1560
 BY1560  HISTORY     - Date     Condition        Report By
 BY1560  HISTORY     - 1942     MONUMENTED       CGS
 BY1560  HISTORY     - 1948     GOOD             NGS
 BY1560
 BY1560                          STATION DESCRIPTION
 BY1560
 BY1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1560'1.9 MI N FROM PENNINGTON.
 BY1560'1.9 MILES NORTH ALONG DAVEY CROCKETT NATIONAL FOREST ROAD 14 FROM THE
 BY1560'HIGH SCHOOL AT PENNINGTON, 0.15 MILE SOUTHWEST OF THE JUNCTION WITH A
 BY1560'DIRT ROAD LEADING EAST, 118.0 FEET SOUTHWEST OF THE JUNCTION WITH A
 BY1560'DIRT ROAD LEADING WEST, 99.4 FEET SOUTH OF TRIANGULATION STATION
 BY1560'PENNINGTON, 75.0 FEET NORTH OF THE CENTER OF THE JUNCTION WITH AN OLD
 BY1560'ROAD LEADING SOUTH, 46.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY1560'ROAD, 1.9 FEET SOUTH OF A WITNESS POST, 1.5 FEET EAST OF A FENCE, SET
 BY1560'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BY1560'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1616 ***********************************************************************
 BY1616  DESIGNATION -  PENNINGTON RM 3
 BY1616  PID         -  BY1616
 BY1616  STATE/COUNTY-  TX/HOUSTON
 BY1616  USGS QUAD   -  PENNINGTON (1963)
 BY1616
 BY1616                         *CURRENT SURVEY CONTROL
 BY1616  ___________________________________________________________________
 BY1616* NAD 83(1986)-  31 12 53.     (N)    095 13 07.     (W)     SCALED    
 BY1616* NAVD 88     -       123.06   (+/-2cm)     403.7    (feet)  VERTCON   
 BY1616  ___________________________________________________________________
 BY1616  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1616
 BY1616  VERT ORDER  -  THIRD (See Below)
 BY1616
 BY1616.The horizontal coordinates were scaled from a topographic map and have
 BY1616.an estimated accuracy of +/- 6 seconds.
 BY1616
 BY1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1616.The vertical order pertains to the NGVD 29 superseded value.
 BY1616
 BY1616.The geoid height was determined by GEOID03.
 BY1616
 BY1616;                    North         East    Units  Estimated Accuracy
 BY1616;SPC TX C     - 3,182,810.    1,187,150.      MT  (+/- 180 meters Scaled)
 BY1616
 BY1616                          SUPERSEDED SURVEY CONTROL
 BY1616
 BY1616  NGVD 29 (01/29/03)  123.07   (m)          403.8    (f) RESET       3  
 BY1616
 BY1616.Superseded values are not recommended for survey control.
 BY1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1616.See file dsdata.txt to determine how the superseded data were derived.
 BY1616
 BY1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ886555(NAD 83)
 BY1616_MARKER: DR = REFERENCE MARK DISK
 BY1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1616_STAMPING: PENNINGTON NO. 3 1942
 BY1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1616+STABILITY: SURFACE MOTION
 BY1616
 BY1616  HISTORY     - Date     Condition        Report By
 BY1616  HISTORY     - 1942     MONUMENTED       CGS
 BY1616  HISTORY     - 1963     GOOD             NGS
 BY1616
 BY1616                          STATION DESCRIPTION
 BY1616
 BY1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BY1616'0.2 MI E FROM PENNINGTON.
 BY1616'ABOUT 0.2 MILE EAST ALONG FARM ROAD 358 FROM ITS JUNCTION WITH U. S.
 BY1616'HIGHWAY 287 IN PENNINGTON, TRINITY COUNTY, THENCE 1.9 MILES NORTH
 BY1616'ALONG A COUNTY ROAD, 51 FEET NORTHWEST OF THE CENTER OF ROAD, 32 FEET
 BY1616'NORTHEAST OF A 24-INCH OAK TREE AND IN THE RIGHT-OF-WAY FENCE.  A
 BY1616'STANDARD DISK STAMPED PENNINGTON NO 3 1942, IS SET IN AN IRREGULAR
 BY1616'CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1374 ***********************************************************************
 GL1374  DESIGNATION -  PENNY
 GL1374  PID         -  GL1374
 GL1374  STATE/COUNTY-  TX/DALLAM
 GL1374  USGS QUAD   -  COLDWATER EAST (1973)
 GL1374
 GL1374                         *CURRENT SURVEY CONTROL
 GL1374  ___________________________________________________________________
 GL1374* NAD 83(1993)-  36 27 16.75134(N)    102 32 23.10242(W)     ADJUSTED  
 GL1374* NAVD 88     -      1251.     (meters)    4104.     (feet)  VERTCON   
 GL1374  ___________________________________________________________________
 GL1374  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 GL1374  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 GL1374
 GL1374  HORZ ORDER  -  THIRD
 GL1374
 GL1374.The horizontal coordinates were established by classical geodetic methods
 GL1374.and adjusted by the National Geodetic Survey in February 1996..
 GL1374
 GL1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1374
 GL1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1374
 GL1374.The geoid height was determined by GEOID03.
 GL1374
 GL1374;                    North         East     Units Scale Factor Converg.
 GL1374;SPC TX N     - 1,272,819.072   106,788.072   MT  1.00007458   -0 36 09.3
 GL1374;SPC TX N     - 4,175,907.24    350,353.87   sFT  1.00007458   -0 36 09.3
 GL1374;SPC OK N     -   170,912.204   193,207.104   MT  0.99995793   -2 40 44.8
 GL1374;SPC OK N     -   560,734.46    633,880.31   sFT  0.99995793   -2 40 44.8
 GL1374;UTM  13      - 4,037,191.678   720,476.772   MT  1.00019894   +1 27 44.8
 GL1374
 GL1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1374!SPC TX N     -   0.99980754  x   1.00007458  =   0.99988210
 GL1374!SPC OK N     -   0.99980754  x   0.99995793  =   0.99976547
 GL1374!UTM  13      -   0.99980754  x   1.00019894  =   1.00000644
 GL1374
 GL1374|---------------------------------------------------------------------|
 GL1374| PID    Reference Object                     Distance      Geod. Az  |
 GL1374|                                                           dddmmss.s |
 GL1374| CM9705 PENNY RM 1                            9.422 METERS 00602     |
 GL1374| CM9706 PENNY RM 2                           19.130 METERS 14050     |
 GL1374| CM9704 PENNY AZ MK                                        1834859.8 |
 GL1374|---------------------------------------------------------------------|
 GL1374
 GL1374                          SUPERSEDED SURVEY CONTROL
 GL1374
 GL1374  NAD 83(1993)-  36 27 16.75130(N)    102 32 23.10239(W) AD(       ) 3
 GL1374  NAD 83(1993)-  36 27 16.76263(N)    102 32 23.09643(W) AD(       ) 3
 GL1374  NAD 83(1986)-  36 27 16.76305(N)    102 32 23.09476(W) AD(       ) 3
 GL1374  NAD 27      -  36 27 16.66500(N)    102 32 21.42400(W) AD(       ) 3
 GL1374  NGVD 29 (07/19/86) 1250.     (m)         4101.     (f) VERT ANG       
 GL1374
 GL1374.Superseded values are not recommended for survey control.
 GL1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1374.See file dsdata.txt to determine how the superseded data were derived.
 GL1374
 GL1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2047737192(NAD 83)
 GL1374_MARKER: DS = TRIANGULATION STATION DISK
 GL1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1374
 GL1374  HISTORY     - Date     Condition        Report By
 GL1374  HISTORY     - 1953     MONUMENTED       CGS
 GL1374  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL1374
 GL1374                          STATION DESCRIPTION
 GL1374
 GL1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1374'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 51,
 GL1374'ABOUT 150 FEET NORTHEAST OF THE JUNCTION WITH FARM ROAD 296.
 GL1374'IT IS ABOUT 27 MILES AIRLINE NORTH OF DALHART, ABOUT 17 MILES
 GL1374'AIRLINE WEST OF KERRICK, AND ABOUT 22 MILES AIRLINE
 GL1374'NORTH-NORTHEAST OF WARE.
 GL1374'
 GL1374'THE STATION IS A STANDARD DISK STAMPED PENNY 1953 AND SET IN
 GL1374'THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER
 GL1374'AND FLUSH WITH THE SURFACE.  IT IS 3 FEET WEST OF A WIRE FENCE,
 GL1374'46 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 51, AND 8-1/2
 GL1374'FEET NORTH OF A WHITE WITNESS POST.
 GL1374'
 GL1374'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PENNY
 GL1374'NO 1 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS
 GL1374'12 INCHES IN DIAMETER AND PROJECTS 1 INCH.  IT IS 70 FEET EAST
 GL1374'OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT WEST OF A WIRE
 GL1374'FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GL1374'
 GL1374'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PENNY
 GL1374'NO 2 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT
 GL1374'IS 12 INCHES IN DIAMETER AND PROJECTS 1 INCH.  IT IS 39 FEET
 GL1374'EAST OF A T-FENCE INTERSECTION, 1/2 FOOT NORTH OF A WIRE
 GL1374'FENCE, AND ABOUT 2 FEET HIGHER THAN THE STATION.
 GL1374'
 GL1374'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PENNY 1953 AND
 GL1374'SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN
 GL1374'DIAMETER AND PROJECTS 2 INCHES.  IT IS 77 FEET WEST OF THE
 GL1374'CENTER LINE OF THE HIGHWAY, 32 FEET NORTH OF THE CENTER LINE
 GL1374'OF A DIRT ROAD, AND 5 FEET NORTH OF A FENCE CORNER.  TO REACH
 GL1374'THE MARK FROM THE STATION GO SOUTH ON STATE HIGHWAY 51 FOR
 GL1374'0.5 MILE TO THE MARK ON THE RIGHT.
 GL1374'
 GL1374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND
 GL1374'U.S. HIGHWAY 87 IN THE NORTH EDGE OF DALHART GO NORTHEAST
 GL1374'AND NORTH ON STATE HIGHWAY 51 FOR 26.9 MILES TO THE JUNCTION
 GL1374'OF FARM ROAD 296 AND THE STATION ON THE RIGHT.
 GL1374'
 GL1374'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GL1374
 GL1374                          STATION RECOVERY (1973)
 GL1374
 GL1374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RCN)
 GL1374'MARK WAS SEARCHED FOR AND NOT FOUND.  OLD STATE HWY 51 HAS
 GL1374'BEEN RECONSTRUCTED AND IS NOW U.S. HWY 385 WITH WIDER RIGHT-OF-WAY
 GL1374'AND FENCES MOVED BACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0835 ***********************************************************************
 CV0835  DESIGNATION -  PENSIVE
 CV0835  PID         -  CV0835
 CV0835  STATE/COUNTY-  TX/YOAKUM
 CV0835  USGS QUAD   -  HIGGINBOTHAM (1971)
 CV0835
 CV0835                         *CURRENT SURVEY CONTROL
 CV0835  ___________________________________________________________________
 CV0835* NAD 83(1993)-  32 59 04.86336(N)    102 52 57.11371(W)     ADJUSTED  
 CV0835* NAVD 88     -      1117.6    (meters)    3667.     (feet)  VERTCON   
 CV0835  ___________________________________________________________________
 CV0835  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 CV0835  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 CV0835
 CV0835  HORZ ORDER  -  FIRST
 CV0835
 CV0835.The horizontal coordinates were established by classical geodetic methods
 CV0835.and adjusted by the National Geodetic Survey in February 1996..
 CV0835
 CV0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0835
 CV0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0835
 CV0835.The geoid height was determined by GEOID03.
 CV0835
 CV0835;                    North         East     Units Scale Factor Converg.
 CV0835;SPC TXNC     - 2,154,696.531   190,538.276   MT  0.99987330   -2 23 24.7
 CV0835;SPC TXNC     - 7,069,200.20    625,124.33   sFT  0.99987330   -2 23 24.7
 CV0835;UTM  13      - 3,651,580.025   697,857.731   MT  1.00008271   +1 09 11.4
 CV0835
 CV0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0835!SPC TXNC     -   0.99982801  x   0.99987330  =   0.99970133
 CV0835!UTM  13      -   0.99982801  x   1.00008271  =   0.99991070
 CV0835
 CV0835:                Primary Azimuth Mark                     Grid Az
 CV0835:SPC TXNC     -  PENSIVE RM 4 AZIMUTH                     220 33 26.7
 CV0835:UTM  13      -  PENSIVE RM 4 AZIMUTH                     217 00 50.6
 CV0835
 CV0835|---------------------------------------------------------------------|
 CV0835| PID    Reference Object                     Distance      Geod. Az  |
 CV0835|                                                           dddmmss.s |
 CV0835| CI0176 PENSIVE RM 4 AZIMUTH                               2181002.0 |
 CV0835| CV0244 PENSIVE AZ MK                                      2201019.3 |
 CV0835| CI0174 PENSIVE RM 2                         30.840 METERS 26915     |
 CV0835| CI0175 PENSIVE RM 3                         15.088 METERS 27037     |
 CV0835| CI0173 PENSIVE RM 1                         30.087 METERS 35816     |
 CV0835|---------------------------------------------------------------------|
 CV0835
 CV0835                          SUPERSEDED SURVEY CONTROL
 CV0835
 CV0835  NAD 83(1993)-  32 59 04.86465(N)    102 52 57.11313(W) AD(       ) 1
 CV0835  NAD 83(1986)-  32 59 04.86859(N)    102 52 57.11076(W) AD(       ) 1
 CV0835  NAD 27      -  32 59 04.48300(N)    102 52 55.35400(W) AD(       ) 1
 CV0835  NGVD 29 (07/19/86) 1117.2    (m)         3665.     (f) VERT ANG       
 CV0835
 CV0835.Superseded values are not recommended for survey control.
 CV0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0835.See file dsdata.txt to determine how the superseded data were derived.
 CV0835
 CV0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS9785851580(NAD 83)
 CV0835_MARKER: DS = TRIANGULATION STATION DISK
 CV0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0835_STAMPING: PENSIVE 1935
 CV0835_PROJECTION: FLUSH
 CV0835_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0835+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CV0835
 CV0835  HISTORY     - Date     Condition        Report By
 CV0835  HISTORY     - 1935     MONUMENTED       CGS
 CV0835  HISTORY     - 1938     GOOD             CGS
 CV0835  HISTORY     - 1950     GOOD             LOCENG
 CV0835  HISTORY     - 1968     MARK NOT FOUND   CGS
 CV0835  HISTORY     - 1973     GOOD             NGS
 CV0835  HISTORY     - 1978     GOOD             DMA
 CV0835  HISTORY     - 1984     GOOD             USPSQD
 CV0835  HISTORY     - 1986     GOOD
 CV0835  HISTORY     - 1988     GOOD             USPSQD
 CV0835  HISTORY     - 19970206 GOOD             TXDOT
 CV0835
 CV0835                          STATION DESCRIPTION
 CV0835
 CV0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CV0835'IN THE NEW TOWN OF ALLRED, TEX., WHICH IS ABOUT 15 MILES
 CV0835'SOUTH-SOUTHWEST OF PLAINS, TEX., IN AN OPEN, SANDY PASTURE
 CV0835'ON THE HIGHEST GROUND IN THE IMMEDIATE VICINITY, IN SECTION
 CV0835'862, BLOCK D (JOHN H. GIBSON), ON LAND WHICH IN 1935 WAS
 CV0835'LEASED BY MR. PAYNE WHO LIVES IN A RANCH HOUSE ABOUT 1/2
 CV0835'MILE NORTH-NORTHWEST OF THE STATION, 1.4 MILES NORTH OF A
 CV0835'GRADED EAST-WEST ROAD ALONG THE COUNTY LINE, AND 0.3 MILE
 CV0835'EAST OF A NORTH-SOUTH TRACK ROAD.  TO REACH FROM PLAINS, GO
 CV0835'WEST FROM THE POST OFFICE 0.3 MILE ON A GRADED ROAD, TURN
 CV0835'LEFT AND GO SOUTH ON A GRADED ROAD 1.5 MILES TO A POINT
 CV0835'WHERE THE ROAD TURNS RIGHT (WEST), FOLLOW GRADED ROAD WEST
 CV0835'4.0 MILES TO A POINT WHERE THE ROAD TURNS LEFT (SOUTH), GO
 CV0835'SOUTH ON A GRADED ROAD 7.0 MILES TO A WHITE SCHOOLHOUSE
 CV0835'ON THE WEST SIDE OF THE ROAD, CONTINUE SOUTH 5.6 MILES ON
 CV0835'THE MAIN ROAD.  THIS POINT IS 0.4 MILE NORTH OF THE
 CV0835'AZIMUTH MARK WHICH IS ON THE EAST SIDE OF THE ROAD.  AT
 CV0835'THIS POINT LEAVE THE ROAD, TURN LEFT AND GO EAST ACROSS
 CV0835'COUNTRY 0.3 MILE TO THE HIGHEST POINT AND STATION.  THE
 CV0835'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CV0835'STANDARD DISKS SET IN CONCRETE.
 CV0835'REFERENCE MARK NO. 1 IS 98.75 FEET FROM STATION
 CV0835'AND NO. 2 101.18 FEET FROM STATION
 CV0835'THE AZIMUTH MARK IS 27 FEET EAST OF
 CV0835'THE CENTER LINE OF THE NORTH-SOUTH TRACK ROAD, AT A POINT
 CV0835'1.0 MILE NORTH OF THE ROAD ALONG THE COUNTY LINE, AND 0.5
 CV0835'MILE FROM STATION.
 CV0835
 CV0835                          STATION RECOVERY (1950)
 CV0835
 CV0835'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950 (RJW)
 CV0835'RECOVERED BY SERVICE PIPELINE CO
 CV0835'
 CV0835'LETTER FROM MR. ROBERT J. WOODHALL, SERVICE PIPELINE COMPANY,
 CV0835'DENVER CITY, TEXAS, DATED AUGUST 2, 1950--
 CV0835'
 CV0835'THE AZIMUTH MARK HAS BEEN DESTROYED.  IT HAS APPARENTLY BEEN
 CV0835'TORN OUT BY A ROAD GRADER.
 CV0835'
 CV0835'REFERENCE MARK DISK, STAMPED PENSIVE 1935 AZIMUTH, WAS RECEIVED AT
 CV0835'THIS OFFICE SEPTEMBER 7, 1950.
 CV0835
 CV0835                          STATION RECOVERY (1968)
 CV0835
 CV0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0835'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  STATION MAY HAVE
 CV0835'BEEN DESTROYED AS A LARGE AREA NEAR THE STATION SITE EXCAVATION
 CV0835'HAS BEEN DONE LEAVING A DEEP PIT.  AZIMUTH MARK WAS REPORTED
 CV0835'DESTROYED SEPTEMBER 7, 1950, AND DISK WAS RECOVERED.
 CV0835'
 CV0835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 CV0835'WEST OF DENVER CITY.  IN SECTION 862, BLOCK D.  NEAR THE
 CV0835'VILLAGE OF ALLRED.
 CV0835
 CV0835                          STATION RECOVERY (1973)
 CV0835
 CV0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CV0835'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 CV0835'GOOD CONDITION.  REFERENCE MARK NO. 2 APPEARED GOOD, BUT WAS
 CV0835'BROKEN OFF AT GROUND LEVEL, IT WAS OBSERVED AS FOUND FOR AN
 CV0835'ANGLE CHECK TO REFERENCE MARK NO. 1 THE AZIMUTH MARK WAS NOT
 CV0835'FOUND, THE PROPERTY OWNER STATED THAT IT HAD BEEN GRADED OUT
 CV0835'DURING ROAD IMPROVEMENTS AND HAD LAID IN THE PASTURE FOR
 CV0835'SEVERAL YEARS, BUT COULD NO LONGER BE FOUND.  REFERENCE MARKS
 CV0835'NO. 3, AND NO. 4 (AZIMUTH MARK) WERE SET.  AND THE DISK WAS
 CV0835'REMOVED FROM REFERENCE MARK NO. 2 AT THIS TIME.
 CV0835'
 CV0835'A NEW DESCRIPTION FOLLOWS--
 CV0835'
 CV0835'THE STATION IS LOCATED ON HIGH GROUND IN BRUSH COVERED PASTURE
 CV0835'LAND, IN SEC. 862, BLOCK D, JOHN H. GIBSON SURVEY, ABOUT 2-1/4
 CV0835'MILES WEST OF DENVER CITY, 1-1/2 MILES NORTH OF STATE HIGHWAY
 CV0835'83, 0.3 MILE EAST OF THE SETTLEMENT OF ALLRED, ON PROPERTY
 CV0835'OWNED BY MRS. SUE STEVENS, WHO LIVES 1-1/2 MILES SOUTH OF THE
 CV0835'STATION.
 CV0835'
 CV0835'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 83, AND THE
 CV0835'SOUTH END OF MAIN STREET IN DENVER CITY, GO WEST ON HIGHWAY 83
 CV0835'FOR 2.55 MILES TO THE JUNCTION WITH FARM ROAD 1622 ON THE
 CV0835'RIGHT, TURN RIGHT AND GO NORTH ON FARM ROAD 1622 FOR 1.0 MILE
 CV0835'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTH
 CV0835'0.6 MILES TO THE SETTLEMENT OF ALLRED AND A PAVED ROAD RIGHT,
 CV0835'TURN RIGHT AND GO EAST ON THE PAVED ROAD 0.1 MILE TO A DRIVEWAY
 CV0835'ON THE RIGHT* LEADING INTO PASTURE, CONTINUE EAST ON PAVED
 CV0835'ROAD 0.2 MILE - THE STATION IS IN THE PASTURE TO THE SOUTH 523
 CV0835'FEET.  *THE STATION CAN BE DRIVEN TO BY ENTERING THE
 CV0835'PASTURE AT THE DRIVEWAY 0.1 MILE EAST OF ALLRED AND GOING
 CV0835'SOUTH ALONG THE EAST SIDE OF THE GRAVEL PIT FOR 0.15 MILE ON
 CV0835'AN OIL FIELD ROAD TO 2 OIL WELLS, THEN BEAR SOUTH EAST AND
 CV0835'FOLLOW THE ROAD 0.35 MILE TO 2 OTHER OIL WELLS, TURN HARD
 CV0835'LEFT, AND GO NORTH 0.25 MILE TO A GAS WELL AND END OF THE
 CV0835'ROAD, TURN LEFT AND GO WEST ACROSS THE PASTURE 0.05 MILE TO
 CV0835'THE STATION.
 CV0835'
 CV0835'THE STATION MARK IS A STANDARD DISK STAMPED PENSIVE 1935,
 CV0835'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 CV0835'IT IS 523 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 CV0835'AND 6.5 FEET NORTH OF A METAL WITNESS POST.
 CV0835'
 CV0835'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PENSIVE
 CV0835'R.M. 1 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CV0835'3-INCHES.  IT IS 425 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 CV0835'PAVED ROAD, AND 105 FEET NORTH OF THE METAL WITNESS POST.
 CV0835'
 CV0835'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED PENSIVE 1935
 CV0835'NO 3 1973, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 CV0835'10-INCHES.  IT IS 49 FEET WEST OF THE METAL WITNESS POST.
 CV0835'
 CV0835'REFERENCE MARK NO. 4 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 CV0835'PENSIVE 1935 NO 4 1973, SET IN A ROUND CONCRETE MONUMENT WHICH
 CV0835'PROJECTS 8-INCHES.  IT IS 60 FEET EAST OF THE CENTER OF FARM
 CV0835'ROAD 1622, 47 FEET NORTH OF THE NORTH 1 OF 3 GAS LINES CROSSING
 CV0835'UNDER THE ROAD, 28 FEET NORTH OF A POWER POLE SUPPORTING 2
 CV0835'SETS OF CROSSING POWER LINES, 3.5 FEET SOUTH OF A T FENCE
 CV0835'CORNER, 1 FOOT WEST OF THE NORTH-SOUTH FENCE, AND 1.8 FEET
 CV0835'NORTHWEST OF A METAL WITNESS POST.
 CV0835'
 CV0835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES
 CV0835'WEST OF DENVER CITY.
 CV0835
 CV0835                          STATION RECOVERY (1978)
 CV0835
 CV0835'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (CP)
 CV0835'PENSIVE RECOVERED GOOD.
 CV0835'
 CV0835'NO. 1, NO 3, NO. 4 RECOVERED GOOD.
 CV0835'
 CV0835'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ALLRED.
 CV0835
 CV0835                          STATION RECOVERY (1984)
 CV0835
 CV0835'RECOVERY NOTE BY US POWER SQUADRON 1984 (TKF)
 CV0835'STATION GOOD AZIMUTH, REF. 1 AND REF. 2 ALL FOUND, ALL IN GOOD
 CV0835'SHAPE.
 CV0835
 CV0835                          STATION RECOVERY (1986)
 CV0835
 CV0835'RECOVERED 1986
 CV0835'RECOVERED IN GOOD CONDITION.
 CV0835
 CV0835                          STATION RECOVERY (1988)
 CV0835
 CV0835'RECOVERY NOTE BY US POWER SQUADRON 1988 (TKF)
 CV0835'RECOVERED IN GOOD CONDITION.
 CV0835
 CV0835                          STATION RECOVERY (1997)
 CV0835
 CV0835'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (MJN)
 CV0835'PENSIVE 1935 IS GOOD, PENSIVE 1935 RM 1 IS GOOD, PENSIVE 1935 NO 3
 CV0835'1975 IS GOOD, AND PENSIVE 1935 NO 4 1975 IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0244 ***********************************************************************
 CV0244  DESIGNATION -  PENSIVE AZ MK
 CV0244  PID         -  CV0244
 CV0244  STATE/COUNTY-  TX/YOAKUM
 CV0244  USGS QUAD   -  HIGGINBOTHAM (1971)
 CV0244
 CV0244                         *CURRENT SURVEY CONTROL
 CV0244  ___________________________________________________________________
 CV0244* NAD 83(1986)-  32 58 46.     (N)    102 53 16.     (W)     SCALED    
 CV0244* NAVD 88     -      1106.316  (meters)    3629.64   (feet)  ADJUSTED  
 CV0244  ___________________________________________________________________
 CV0244  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 CV0244  DYNAMIC HT  -        1104.847 (meters)    3624.82  (feet)  COMP
 CV0244  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 CV0244
 CV0244  VERT ORDER  -  SECOND    CLASS 0
 CV0244
 CV0244.The horizontal coordinates were scaled from a topographic map and have
 CV0244.an estimated accuracy of +/- 6 seconds.
 CV0244
 CV0244.The orthometric height was determined by differential leveling
 CV0244.and adjusted by the National Geodetic Survey in June 1991..
 CV0244
 CV0244.The geoid height was determined by GEOID03.
 CV0244
 CV0244.The dynamic height is computed by dividing the NAVD 88
 CV0244.geopotential number by the normal gravity value computed on the
 CV0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0244.degrees latitude (g = 980.6199 gals.).
 CV0244
 CV0244.The modeled gravity was interpolated from observed gravity values.
 CV0244
 CV0244;                    North         East    Units  Estimated Accuracy
 CV0244;SPC TXNC     - 2,154,140.      190,020.      MT  (+/- 180 meters Scaled)
 CV0244
 CV0244                          SUPERSEDED SURVEY CONTROL
 CV0244
 CV0244  NGVD 29 (??/??/92) 1105.94   (m)         3628.4    (f) COMPUTED    2 0
 CV0244
 CV0244.Superseded values are not recommended for survey control.
 CV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0244.See file dsdata.txt to determine how the superseded data were derived.
 CV0244
 CV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS973509(NAD 83)
 CV0244_MARKER: DZ = AZIMUTH MARK DISK
 CV0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0244_STAMPING: PENSIVE AZIMUTH 1935
 CV0244_MARK LOGO: CGS   
 CV0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0244+STABILITY: SURFACE MOTION
 CV0244
 CV0244  HISTORY     - Date     Condition        Report By
 CV0244  HISTORY     - 1935     MONUMENTED       CGS
 CV0244  HISTORY     - 1943     GOOD             NGS
 CV0244  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 CV0244
 CV0244                          STATION DESCRIPTION
 CV0244
 CV0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CV0244'0.5 MI S FROM ALLRED.
 CV0244'THIS MARK IS ABOUT 0.5 MILE SOUTH OF THE POST OFFICE AT ALLRED, YOAKUM
 CV0244'COUNTY, 46.0 FEET WEST OF A FENCE RUNNING PARALLEL WITH THE ROAD, 27.0
 CV0244'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 2.0 FEET HIGHER THAN
 CV0244'ROAD LEVEL, 2.0 FEET WEST OF A WHITE REFERENCE POST.
 CV0244
 CV0244                          STATION RECOVERY (1950)
 CV0244
 CV0244'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 CV0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1254 ***********************************************************************
 BZ1254  DESIGNATION -  PEORIA
 BZ1254  PID         -  BZ1254
 BZ1254  STATE/COUNTY-  TX/HILL
 BZ1254  USGS QUAD   -  PEORIA (1976)
 BZ1254
 BZ1254                         *CURRENT SURVEY CONTROL
 BZ1254  ___________________________________________________________________
 BZ1254* NAD 83(1993)-  31 58 48.65628(N)    097 14 03.59477(W)     ADJUSTED  
 BZ1254* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 BZ1254  ___________________________________________________________________
 BZ1254  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 BZ1254  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BZ1254
 BZ1254  HORZ ORDER  -  SECOND
 BZ1254
 BZ1254.The horizontal coordinates were established by classical geodetic methods
 BZ1254.and adjusted by the National Geodetic Survey in February 1996..
 BZ1254
 BZ1254.The orthometric height was scaled from a topographic map.
 BZ1254
 BZ1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1254
 BZ1254.The geoid height was determined by GEOID03.
 BZ1254
 BZ1254;                    North         East     Units Scale Factor Converg.
 BZ1254;SPC TXNC     - 2,035,487.928   719,625.275   MT  1.00004594   +0 41 25.0
 BZ1254;SPC TXNC     - 6,678,096.64  2,360,970.59   sFT  1.00004594   +0 41 25.0
 BZ1254;SPC TX C     - 3,260,559.275   992,867.507   MT  1.00002745   +1 35 46.2
 BZ1254;SPC TX C     -10,697,351.55  3,257,432.81   sFT  1.00002745   +1 35 46.2
 BZ1254;UTM  14      - 3,539,600.717   666,824.334   MT  0.99994323   +0 56 07.3
 BZ1254
 BZ1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1254!SPC TXNC     -   0.99997445  x   1.00004594  =   1.00002039
 BZ1254!SPC TX C     -   0.99997445  x   1.00002745  =   1.00000190
 BZ1254!UTM  14      -   0.99997445  x   0.99994323  =   0.99991768
 BZ1254
 BZ1254:                Primary Azimuth Mark                     Grid Az
 BZ1254:SPC TXNC     -  HILLSBORO RADIO STA KHBR MAST            063 22 51.3
 BZ1254:SPC TX C     -  HILLSBORO RADIO STA KHBR MAST            062 28 30.1
 BZ1254:UTM  14      -  HILLSBORO RADIO STA KHBR MAST            063 08 09.0
 BZ1254
 BZ1254|---------------------------------------------------------------------|
 BZ1254| PID    Reference Object                     Distance      Geod. Az  |
 BZ1254|                                                           dddmmss.s |
 BZ1254| CS3061 HILLSBORO RADIO STA KHBR MAST       APPROX.11.3 KM 0640416.3 |
 BZ1254| CS3066 HILLSBORO COTTON MILLS TANK         APPROX.10.1 KM 0683610.7 |
 BZ1254| CS3063 HILLSBORO MUNICIPAL STANDPIPE       APPROX.10.0 KM 0695012.2 |
 BZ1254| CS3065 HILLSBORO HILL CO CTHSE TOWER       APPROX.10.4 KM 0703437.3 |
 BZ1254| BZ1253 PEORIA 2                             20.100 METERS 11329     |
 BZ1254| BZ1258 PEORIA 1948 AZ MK                   359.821 METERS 25535     |
 BZ1254| BZ1290 LACE                                APPROX. 8.0 KM 2805332.8 |
 BZ1254| CS3076 WACO FORT WORTH AIRWAY BCN 47       APPROX. 7.1 KM 3394938.8 |
 BZ1254|---------------------------------------------------------------------|
 BZ1254
 BZ1254                          SUPERSEDED SURVEY CONTROL
 BZ1254
 BZ1254  NAD 83(1986)-  31 58 48.66406(N)    097 14 03.57421(W) AD(       ) 2
 BZ1254  NAD 27      -  31 58 48.10000(N)    097 14 02.53800(W) AD(       ) 2
 BZ1254
 BZ1254.Superseded values are not recommended for survey control.
 BZ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1254.See file dsdata.txt to determine how the superseded data were derived.
 BZ1254
 BZ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA6682439601(NAD 83)
 BZ1254_MARKER: DS = TRIANGULATION STATION DISK
 BZ1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1254
 BZ1254  HISTORY     - Date     Condition        Report By
 BZ1254  HISTORY     - 1948     MONUMENTED       CGS
 BZ1254  HISTORY     - 1958     SEE DESCRIPTION  CGS
 BZ1254  HISTORY     - 1971     SEE DESCRIPTION  USE
 BZ1254  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ1254  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1254
 BZ1254                          STATION DESCRIPTION
 BZ1254
 BZ1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WEW)
 BZ1254'THE STATION IS LOCATED ABOUT 7.0 MILES WEST-SOUTHWEST OF
 BZ1254'HILLSBORO AND 1.0 MILE WEST OF THE VILLAGE OF PEORIA WHERE
 BZ1254'A GRAVELED ROAD FORKS TO THE LEFT.  IT IS 34 FEET SOUTH OF
 BZ1254'THE CENTER LINE OF HIGHWAY 22, 28 FEET NORTH OF THE CENTER LINE
 BZ1254'OF THE GRAVELED ROAD AND 8 FEET EAST OF A WITNESS POST.  THE
 BZ1254'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PEORIA 1948.
 BZ1254'
 BZ1254'REFERENCE MARK NO. 1 IS 113.93 FEET EAST OF THE STATION, 53
 BZ1254'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 22, 9 FEET WEST-SOUTHWEST
 BZ1254'OF A TELEPHONE POLE AND 1 FOOT NORTH OF THE FENCE.  THE MARK
 BZ1254'PROJECTS 6 INCHES AND THE DISK STAMPED PEORIA NO 1 1948.
 BZ1254'
 BZ1254'REFERENCE MARK NO. 2 IS 103.09 FEET SOUTHWEST OF THE STATION,
 BZ1254'17 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD AND
 BZ1254'0.6 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 BZ1254'AND THE DISK IS STAMPED PEORIA NO 2 1948.
 BZ1254'
 BZ1254'AZIMUTH MARK IS ABOUT 0.2 MILE WEST-SOUTHWEST OF THE STATION,
 BZ1254'51 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 22, AND 1.5 FEET
 BZ1254'EAST-NORTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES
 BZ1254'AND THE DISK IS STAMPED PEORIA 1948.
 BZ1254'
 BZ1254'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN HILLSBORO,
 BZ1254'GO WEST ON HIGHWAYS 22 AND 171 FOR 0.3 MILE TO THE JUNCTION,
 BZ1254'KEEP STRAIGHT AHEAD ON HIGHWAY 22 FOR 6.6 MILES TO A GRAVELED
 BZ1254'ROAD FORKING TO THE LEFT AND THE STATION ON THE LEFT.  CONTINUE
 BZ1254'ON WEST PAST STATION 0.2 MILE TO THE AZIMUTH MARK ON THE
 BZ1254'LEFT.
 BZ1254'
 BZ1254'A 74 FOOT SIGNAL AT LACE 1944 IS VISIBLE AT 15 FEET.
 BZ1254'
 BZ1254'A 74 FOOT SIGNAL AT BLANTON IS VISIBLE AT 10 FEET.
 BZ1254'
 BZ1254'A 100 FOOT SIGNAL AT MAYFIELD IS VISIBLE AT 50 FEET.
 BZ1254'
 BZ1254'A 74 FOOT SIGNAL AT MACKEY IS VISIBLE AT 90 FEET,
 BZ1254'
 BZ1254'AN 87 FOOT SIGNAL AT HILLSBORO IS VISIBLE AT 50 FEET.
 BZ1254'
 BZ1254'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BZ1254
 BZ1254                          STATION RECOVERY (1958)
 BZ1254
 BZ1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 BZ1254'THIS STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 BZ1254'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DUE TO NEW HIGHWAY
 BZ1254'CONSTRUCTION AT THE STATION SITE PEORIA 2 1958 WAS ESTABLISHED
 BZ1254'IN THE VICINITY.  PEORIA, THE STATION WILL BE UNDER THE FILL.
 BZ1254'THE AZIMUTH MARK AND BOTH REFERENCE MARKS ARE OUT OF THE
 BZ1254'CONSTRUCTION ARE AND ARE USED FOR REFERENCE AT STATION PEORIA
 BZ1254'2 1958.
 BZ1254
 BZ1254                          STATION RECOVERY (1971)
 BZ1254
 BZ1254'RECOVERY NOTE BY US ENGINEERS 1971 (MEN)
 BZ1254'PEORIA 2-STATION IN GOOD CONDITION, AZIMUTH IS PLOWED UP
 BZ1254'AND MON IS LAYING IN ROW DITCH.
 BZ1254
 BZ1254                          STATION RECOVERY (1999)
 BZ1254
 BZ1254'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1254'MARK NOT FOUND.
 BZ1254
 BZ1254                          STATION RECOVERY (2003)
 BZ1254
 BZ1254'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1253 ***********************************************************************
 BZ1253  DESIGNATION -  PEORIA 2
 BZ1253  PID         -  BZ1253
 BZ1253  STATE/COUNTY-  TX/HILL
 BZ1253  USGS QUAD   -  PEORIA (1976)
 BZ1253
 BZ1253                         *CURRENT SURVEY CONTROL
 BZ1253  ___________________________________________________________________
 BZ1253* NAD 83(1993)-  31 58 48.39625(N)    097 14 02.89257(W)     ADJUSTED  
 BZ1253* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 BZ1253  ___________________________________________________________________
 BZ1253  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 BZ1253  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BZ1253
 BZ1253  HORZ ORDER  -  THIRD
 BZ1253
 BZ1253.The horizontal coordinates were established by classical geodetic methods
 BZ1253.and adjusted by the National Geodetic Survey in February 1996..
 BZ1253.No horizontal observational check was made to the station.
 BZ1253
 BZ1253.The orthometric height was scaled from a topographic map.
 BZ1253
 BZ1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1253
 BZ1253.The geoid height was determined by GEOID03.
 BZ1253
 BZ1253;                    North         East     Units Scale Factor Converg.
 BZ1253;SPC TXNC     - 2,035,480.141   719,643.806   MT  1.00004596   +0 41 25.4
 BZ1253;SPC TXNC     - 6,678,071.10  2,361,031.39   sFT  1.00004596   +0 41 25.4
 BZ1253;SPC TX C     - 3,260,551.782   992,886.159   MT  1.00002743   +1 35 46.6
 BZ1253;SPC TX C     -10,697,326.97  3,257,494.01   sFT  1.00002743   +1 35 46.6
 BZ1253;UTM  14      - 3,539,593.011   666,842.897   MT  0.99994331   +0 56 07.7
 BZ1253
 BZ1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1253!SPC TXNC     -   0.99997445  x   1.00004596  =   1.00002041
 BZ1253!SPC TX C     -   0.99997445  x   1.00002743  =   1.00000188
 BZ1253!UTM  14      -   0.99997445  x   0.99994331  =   0.99991776
 BZ1253
 BZ1253                          SUPERSEDED SURVEY CONTROL
 BZ1253
 BZ1253  NAD 83(1986)-  31 58 48.40403(N)    097 14 02.87202(W) AD(       ) 3
 BZ1253  NAD 27      -  31 58 47.84000(N)    097 14 01.83580(W) AD(       ) 3
 BZ1253
 BZ1253.Superseded values are not recommended for survey control.
 BZ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1253.See file dsdata.txt to determine how the superseded data were derived.
 BZ1253
 BZ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA6684339593(NAD 83)
 BZ1253_MARKER: DS = TRIANGULATION STATION DISK
 BZ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1253
 BZ1253  HISTORY     - Date     Condition        Report By
 BZ1253  HISTORY     - 1958     MONUMENTED       CGS
 BZ1253  HISTORY     - 19990220 GOOD             USPSQD
 BZ1253  HISTORY     - 20031011 POOR             USPSQD
 BZ1253
 BZ1253                          STATION DESCRIPTION
 BZ1253
 BZ1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WCR)
 BZ1253'THE STATION IS LOCATED ABOUT 7.0 MILES WEST, SOUTHWEST OF
 BZ1253'HILLSBORO AND 1.0 MILE WEST OF THE VILLAGE OF PEORIA, WHERE
 BZ1253'A GRAVEL ROAD FORKS TO THE LEFT.  IT IS IN THE SOUTHEAST
 BZ1253'RIGHT-OF-WAY LINE OF THE HIGHWAY AND THE GRAVEL ROAD, OPPOSITE
 BZ1253'THE ROAD JUNCTION AND IN THE EDGE OF AN OLD FIELD.  IT IS
 BZ1253'A STANDARD DISK STAMPED PEORIA 2 1958 IN A CONCRETE MONUMENT
 BZ1253'PROJECTING ABOUT 4 INCHES.  IT IS 3 FEET SOUTHWEST OF A 4
 BZ1253'INCH DIAMETER CREOSOTED POST.
 BZ1253'
 BZ1253'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PEORIA 1948 IN
 BZ1253'A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.  IT IS IN THE
 BZ1253'SOUTH RIGHT-OF-WAY LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A
 BZ1253'TELEPHONE POLE AND AT THE TOP OF A 4 FOOT CUT WHICH IS THE
 BZ1253'FIRST DIVIDE EAST OF AQUILLA CREEK, AND ABOUT 30 YARDS WEST
 BZ1253'OF A TRACK ROAD LEADING FROM THE HIGHWAY, ALONG THE DIVIDE
 BZ1253'TO A WHITE HOUSE, ABOUT 0.2 MILE SOUTH OF THE HIGHWAY.
 BZ1253'
 BZ1253'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PEORIA NO 1
 BZ1253'1948 IN A CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 BZ1253'GROUND, 9 FEET SOUTH WEST OF A POWER POLE AND 13 FEET SOUTH
 BZ1253'OF A STOP SIGN, IN THE EDGE OF AN OLD FIELD.
 BZ1253'
 BZ1253'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PEORIA NO 2
 BZ1253'1948 IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, IN
 BZ1253'THE SOUTHEAST RIGHT-OF-WAY LINE OF THE GRAVEL ROAD AND IS
 BZ1253'IN THE EDGE OF THE OLD FIELD.
 BZ1253'
 BZ1253'TO REACH FROM THE COURT HOUSE IN HILLSBORO.  GO WEST ON
 BZ1253'HIGHWAY NO. 22, 07.0 MILES TO THE ROAD FORK TO THE LEFT AND
 BZ1253'THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK, CONTINUE
 BZ1253'WEST ON THE HIGHWAY 0.2 MILE TO THE CUT-BANK ON THE LEFT AND
 BZ1253'THE MARK.
 BZ1253
 BZ1253                          STATION RECOVERY (1999)
 BZ1253
 BZ1253'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1253'RECOVERED IN GOOD CONDITION.
 BZ1253
 BZ1253                          STATION RECOVERY (2003)
 BZ1253
 BZ1253'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ1253'METAL IS SCRAPED SUCH THAT THE NAME OF THIS MARK IS ONLY PARTLY
 BZ1253'LEGIBLE.  DETERMINED THE MARK IS PEORIA 2 BASED ON THE CURVE OF THE
 BZ1253'TOP OF THE NUMBER - AND THEREFORE ELIMINATED THE POSSIBILITY THAT THIS
 BZ1253'COULD BE ANOTHER RELATED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0636 ***********************************************************************
 AY0636  DESIGNATION -  PEPPER
 AY0636  PID         -  AY0636
 AY0636  STATE/COUNTY-  TX/BEXAR
 AY0636  USGS QUAD   -  CULEBRA HILL (1993)
 AY0636
 AY0636                         *CURRENT SURVEY CONTROL
 AY0636  ___________________________________________________________________
 AY0636* NAD 83(1993)-  29 27 42.94519(N)    098 41 59.80316(W)     ADJUSTED  
 AY0636* NAVD 88     -       308.128  (meters)    1010.92   (feet)  POSTED    
 AY0636  ___________________________________________________________________
 AY0636  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AY0636  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AY0636  DYNAMIC HT  -         307.680 (meters)    1009.45  (feet)  COMP
 AY0636  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AY0636
 AY0636  HORZ ORDER  -  FIRST
 AY0636  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0636
 AY0636.The horizontal coordinates were established by classical geodetic methods
 AY0636.and adjusted by the National Geodetic Survey in February 1996..
 AY0636
 AY0636.The orthometric height was determined by differential leveling
 AY0636.and adjusted by the National Geodetic Survey in 1992..
 AY0636.No vertical observational check was made to the station.
 AY0636.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0636.was located on a no-check spur therefore a value was not computed.
 AY0636
 AY0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0636
 AY0636.The geoid height was determined by GEOID03.
 AY0636
 AY0636.The dynamic height is computed by dividing the NAVD 88
 AY0636.geopotential number by the normal gravity value computed on the
 AY0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0636.degrees latitude (g = 980.6199 gals.).
 AY0636
 AY0636.The modeled gravity was interpolated from observed gravity values.
 AY0636
 AY0636;                    North         East     Units Scale Factor Converg.
 AY0636;SPC TXSC     - 4,180,528.845   629,102.122   MT  0.99986569   +0 08 49.2
 AY0636;SPC TXSC     -13,715,618.39  2,063,979.21   sFT  0.99986569   +0 08 49.2
 AY0636;UTM  14      - 3,259,202.651   529,094.490   MT  0.99961044   +0 08 51.3
 AY0636
 AY0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0636!SPC TXSC     -   0.99995551  x   0.99986569  =   0.99982121
 AY0636!UTM  14      -   0.99995551  x   0.99961044  =   0.99956597
 AY0636
 AY0636|---------------------------------------------------------------------|
 AY0636| PID    Reference Object                     Distance      Geod. Az  |
 AY0636|                                                           dddmmss.s |
 AY0636| AY0637 PEPPER RM 1                          12.762 METERS 06325     |
 AY0636| AY1913 SAN ANTONIO DREAM HILL EST TK       APPROX.12.0 KM 0693559.3 |
 AY0636| AY0635 M 525                                              0701220.5 |
 AY0636| AY1914 SAN ANTONIO JOHN F CAMP TANK        APPROX.13.6 KM 0750346.4 |
 AY0636| AY1900 SAN ANTONIO WOODLWN HILL SPIPE      APPROX.11.7 KM 0813427.2 |
 AY0636| AY1919 SAN ANTONIO CLUB OVAL DRIVE TK      APPROX.11.0 KM 0872908.9 |
 AY0636| AY1902 SAN ANTONIO LADY OF LAKE GARDEN MUN APPROX.12.4 KM 1093741.0 |
 AY0636| AY0638 PEPPER RM 2                          11.093 METERS 14844     |
 AY0636|---------------------------------------------------------------------|
 AY0636
 AY0636                          SUPERSEDED SURVEY CONTROL
 AY0636
 AY0636  NAD 83(1986)-  29 27 42.94940(N)    098 41 59.78566(W) AD(       ) 1
 AY0636  NAD 27      -  29 27 42.11600(N)    098 41 58.70500(W) AD(       ) 1
 AY0636  NGVD 29 (??/??/92)  308.014  (m)         1010.54   (f) ADJ UNCH    1 2
 AY0636
 AY0636.Superseded values are not recommended for survey control.
 AY0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0636.See file dsdata.txt to determine how the superseded data were derived.
 AY0636
 AY0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2909459203(NAD 83)
 AY0636_MARKER: DS = TRIANGULATION STATION DISK
 AY0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0636_STAMPING: PEPPER 1953
 AY0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0636+STABILITY: SURFACE MOTION
 AY0636
 AY0636  HISTORY     - Date     Condition        Report By
 AY0636  HISTORY     - 1953     MONUMENTED       CGS
 AY0636  HISTORY     - 1953     GOOD             AMS
 AY0636  HISTORY     - 1953     GOOD             CGS
 AY0636  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0636
 AY0636                          STATION DESCRIPTION
 AY0636
 AY0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0636'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF THE
 AY0636'CENTER OF SAN ANTONIO, 9 MILES SOUTH OF THE SMALL COMMUNITY
 AY0636'OF HELOTES, AND ON A BRUSH COVERED KNOLL ON THE PEPPER RANCH.
 AY0636'
 AY0636'REACHED FROM THE JUNCTION OF LOOP 13 AND U.S. HIGHWAY 90,
 AY0636'WHICH IS ABOUT 8.5 MILES WEST-SOUTHWEST OF THE CENTER OF
 AY0636'SAN ANTONIO, BY GOING EAST ON HIGHWAY 90 FOR 1.9 MILES TO
 AY0636'THE JUNCTION OF HIGHWAY 90 AND CALAGHAN ROAD.  TURN LEFT
 AY0636'ON CALLAGHAN ROAD AND GO 2.3 MILES TO THE JUNCTION OF CALLAGHAN
 AY0636'ROAD AND CULEBRA ROAD.  TURN LEFT, WEST, AND GO 2.0 MILES
 AY0636'ON CULEBRA ROAD TO A CROSS ROAD JUST AFTER PASSING A BRIDGE
 AY0636'TURN LEFT ON POTRANCA ROAD AND GO 2.3 MILES TO A FORK.  TAKE
 AY0636'TAKE THE RIGHT ROAD, POTRANCA ROAD, AND GO 0.7 MILE TO THE
 AY0636'ENTRANCE TO THE PEPPER RANCH ON THE RIGHT.  *TURN RIGHT,
 AY0636'PASSING THROUGH A BUMPER GATE, AND GO 0.55 MILE TO A FORK
 AY0636'AT THE PEPPER RANCH HOUSE.  TAKE THE LEFT ROAD AND GO 0.25
 AY0636'MILE, PASSING THROUGH 5 GATES AND JUST TO THE LEFT OF TWO
 AY0636'SILOS, TO THE NORTH EDGE OF A CORRAL.  CONTINUE STRAIGHT
 AY0636'AHEAD FOR 1.55 MILES TO A GATE.  PASS THROUGH GATE AND
 AY0636'CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO THE TOP OF THE GRADE
 AY0636'AND A WINDMILL.  HERE BEAR SHARP RIGHT AND GO 0.05 MILE
 AY0636'TO A CLEARING ON THE EAST SLOPE OF THE KNOLL AND
 AY0636'STATION SITE.
 AY0636'
 AY0636'*TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE PEPPER
 AY0636'RANCH, GO NORTH AND NORTHWEST ON ROGERS ROAD FOR 1.9 MILES
 AY0636'TO THE AZIMUTH MARK ON THE LEFT.
 AY0636'
 AY0636'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0636'STAMPED PEPPER 1953 IS 10 FEET SOUTH OF A WITNESS POST.
 AY0636'THE MARK PROJECTS 3 INCHES.
 AY0636'
 AY0636'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AY0636'MONUMENT, STAMPED PEPPER NO 1 1953 IS NORTHEAST OF THE STATION.
 AY0636'THE MARK PROJECTS 3 INCHES.
 AY0636'
 AY0636'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0636'STAMPED PEPPER NO 2 1953 IS SOUTH OF THE STATION.  THE MARK
 AY0636'PROJECTS 3 INCHES.
 AY0636'
 AY0636'THE AZIMUTH MARK, A STANDARD U.S.C. AND G.S. BENCH MARK
 AY0636'DISK SET IN A DRILL HOLE IN BEDROCK, STAMPED M 525 1953
 AY0636'IS 18 FEET WEST OF THE APPROXIMATE CENTER OF ROGERS ROAD,
 AY0636'2 FEET EAST OF A FENCE, AND 2 FEET EAST-SOUTHEAST OF A WITNESS
 AY0636'POST.  THE DISK IS FLUSH WITH THE BEDROCK.
 AY0636'
 AY0636'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 AY0636
 AY0636                          STATION RECOVERY (1953)
 AY0636
 AY0636'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY0636'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS NEAR THE
 AY0636'NORTHWEST CORNER OF A RECTANGULAR SHAPED SEMI-CLEARED AREA
 AY0636'IN WOODED AREA.
 AY0636
 AY0636                          STATION RECOVERY (1953)
 AY0636
 AY0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AY0636'5.5 MI NW FROM SAN ANTONIO.
 AY0636'3.0 MILES WEST ALONG POTRANCO ROAD FROM ITS JUNCTION WITH CULEBRA ROAD
 AY0636'AT SAN ANTONIO, THENCE 2.0 MILES NORTHWEST ALONG RODGERS ROAD, THENCE
 AY0636'0.5 MILE SOUTHWEST ACROSS A PASTURE, AT THE TOP OF A HILL, 300 FEET
 AY0636'EAST OF A WINDMILL, 85 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 8
 AY0636'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0636'PROJECTS 0.3 FOOT ABOVE THE GROUND.  BENCH MARK M 525 IS THE AZIMUTH
 AY0636'MARK FOR THIS STATION.
 AY0636
 AY0636                          STATION RECOVERY (1999)
 AY0636
 AY0636'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0637 ***********************************************************************
 AY0637  DESIGNATION -  PEPPER RM 1
 AY0637  PID         -  AY0637
 AY0637  STATE/COUNTY-  TX/BEXAR
 AY0637  USGS QUAD   -  CULEBRA HILL (1993)
 AY0637
 AY0637                         *CURRENT SURVEY CONTROL
 AY0637  ___________________________________________________________________
 AY0637* NAD 83(1986)-  29 27 43.     (N)    098 41 59.     (W)     SCALED    
 AY0637* NAVD 88     -       307.951  (meters)    1010.34   (feet)  POSTED    
 AY0637  ___________________________________________________________________
 AY0637  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AY0637  DYNAMIC HT  -         307.500 (meters)    1008.86  (feet)  COMP
 AY0637  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AY0637
 AY0637  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0637
 AY0637.The horizontal coordinates were scaled from a topographic map and have
 AY0637.an estimated accuracy of +/- 6 seconds.
 AY0637
 AY0637.The orthometric height was determined by differential leveling
 AY0637.and adjusted by the National Geodetic Survey in 1992..
 AY0637.No vertical observational check was made to the station.
 AY0637.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0637.was located on a no-check spur therefore a value was not computed.
 AY0637
 AY0637.The geoid height was determined by GEOID03.
 AY0637
 AY0637.The dynamic height is computed by dividing the NAVD 88
 AY0637.geopotential number by the normal gravity value computed on the
 AY0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0637.degrees latitude (g = 980.6199 gals.).
 AY0637
 AY0637.The modeled gravity was interpolated from observed gravity values.
 AY0637
 AY0637;                    North         East    Units  Estimated Accuracy
 AY0637;SPC TXSC     - 4,180,530.      629,120.      MT  (+/- 180 meters Scaled)
 AY0637
 AY0637                          SUPERSEDED SURVEY CONTROL
 AY0637
 AY0637  NGVD 29 (??/??/92)  307.837  (m)         1009.96   (f) ADJ UNCH    1 2
 AY0637
 AY0637.Superseded values are not recommended for survey control.
 AY0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0637.See file dsdata.txt to determine how the superseded data were derived.
 AY0637
 AY0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT291592(NAD 83)
 AY0637_MARKER: DR = REFERENCE MARK DISK
 AY0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0637_STAMPING: PEPPER NO 1 1953
 AY0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0637+STABILITY: SURFACE MOTION
 AY0637
 AY0637  HISTORY     - Date     Condition        Report By
 AY0637  HISTORY     - 1953     MONUMENTED       CGS
 AY0637  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0637
 AY0637                          STATION DESCRIPTION
 AY0637
 AY0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0637'5.5 MI NW FROM SAN ANTONIO.
 AY0637'3.0 MILES WEST ALONG POTRANCO ROAD FROM ITS JUNCTION WITH CULEBRA ROAD
 AY0637'AT SAN ANTONIO, THENCE 2.0 MILES NORTHWEST ALONG RODGERS ROAD, THENCE
 AY0637'0.5 MILE SOUTHEAST ACROSS A PASTURE, AT THE TOP OF A HILL, 42.0 FEET
 AY0637'NORTHEAST OF TRIANGULATION STATION PEPPER 1953, SET IN THE TOP OF A
 AY0637'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0637
 AY0637                          STATION RECOVERY (1999)
 AY0637
 AY0637'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0638 ***********************************************************************
 AY0638  DESIGNATION -  PEPPER RM 2
 AY0638  PID         -  AY0638
 AY0638  STATE/COUNTY-  TX/BEXAR
 AY0638  USGS QUAD   -  CULEBRA HILL (1993)
 AY0638
 AY0638                         *CURRENT SURVEY CONTROL
 AY0638  ___________________________________________________________________
 AY0638* NAD 83(1986)-  29 27 43.     (N)    098 41 59.     (W)     SCALED    
 AY0638* NAVD 88     -       307.623  (meters)    1009.26   (feet)  POSTED    
 AY0638  ___________________________________________________________________
 AY0638  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AY0638  DYNAMIC HT  -         307.170 (meters)    1007.77  (feet)  COMP
 AY0638  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AY0638
 AY0638  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0638
 AY0638.The horizontal coordinates were scaled from a topographic map and have
 AY0638.an estimated accuracy of +/- 6 seconds.
 AY0638
 AY0638.The orthometric height was determined by differential leveling
 AY0638.and adjusted by the National Geodetic Survey in 1992..
 AY0638.No vertical observational check was made to the station.
 AY0638.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0638.was located on a no-check spur therefore a value was not computed.
 AY0638
 AY0638.The geoid height was determined by GEOID03.
 AY0638
 AY0638.The dynamic height is computed by dividing the NAVD 88
 AY0638.geopotential number by the normal gravity value computed on the
 AY0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0638.degrees latitude (g = 980.6199 gals.).
 AY0638
 AY0638.The modeled gravity was interpolated from observed gravity values.
 AY0638
 AY0638;                    North         East    Units  Estimated Accuracy
 AY0638;SPC TXSC     - 4,180,530.      629,120.      MT  (+/- 180 meters Scaled)
 AY0638
 AY0638                          SUPERSEDED SURVEY CONTROL
 AY0638
 AY0638  NGVD 29 (??/??/92)  307.508  (m)         1008.88   (f) ADJ UNCH    1 2
 AY0638
 AY0638.Superseded values are not recommended for survey control.
 AY0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0638.See file dsdata.txt to determine how the superseded data were derived.
 AY0638
 AY0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT291592(NAD 83)
 AY0638_MARKER: DR = REFERENCE MARK DISK
 AY0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0638_STAMPING: PEPPER NO 2 1953
 AY0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0638+STABILITY: SURFACE MOTION
 AY0638
 AY0638  HISTORY     - Date     Condition        Report By
 AY0638  HISTORY     - 1953     MONUMENTED       CGS
 AY0638  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0638
 AY0638                          STATION DESCRIPTION
 AY0638
 AY0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0638'5.5 MI NW FROM SAN ANTONIO.
 AY0638'3.0 MILES WEST ALONG POTRANCO ROAD FROM ITS JUNCTION WITH CULEBRA ROAD
 AY0638'AT SAN ANTONIO, THENCE 2.0 MILES NORTHWEST ALONG RODGERS ROAD, THENCE
 AY0638'0.5 MILE SOUTHWEST ACROSS A PASTURE, AT THE TOP OF A HILL, 36.0 FEET
 AY0638'SOUTHEAST OF TRIANGULATION STATION PEPPER 1953, ON THE SOUTHEAST SLOPE
 AY0638'OF THE HILL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 AY0638'ABOVE THE GROUND.
 AY0638
 AY0638                          STATION RECOVERY (1999)
 AY0638
 AY0638'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1942 ***********************************************************************
 FL1942  DESIGNATION -  PERDEL
 FL1942  PID         -  FL1942
 FL1942  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1942  USGS QUAD   -  LUTIE (1964)
 FL1942
 FL1942                         *CURRENT SURVEY CONTROL
 FL1942  ___________________________________________________________________
 FL1942* NAD 83(1993)-  35 06 45.02579(N)    100 14 15.23086(W)     ADJUSTED  
 FL1942* NAVD 88     -       695.     (meters)    2280.     (feet)  SCALED    
 FL1942  ___________________________________________________________________
 FL1942  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FL1942  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL1942
 FL1942  HORZ ORDER  -  THIRD
 FL1942
 FL1942.The horizontal coordinates were established by classical geodetic methods
 FL1942.and adjusted by the National Geodetic Survey in February 1996..
 FL1942
 FL1942.The orthometric height was scaled from a topographic map.
 FL1942
 FL1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1942
 FL1942.The geoid height was determined by GEOID03.
 FL1942
 FL1942;                    North         East     Units Scale Factor Converg.
 FL1942;SPC TX N     - 1,124,152.667   315,075.736   MT  0.99992500   +0 43 53.9
 FL1942;SPC TX N     - 3,688,157.54  1,033,710.98   sFT  0.99992500   +0 43 53.9
 FL1942;UTM  14      - 3,886,220.423   387,222.024   MT  0.99975675   -0 42 42.8
 FL1942
 FL1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1942!SPC TX N     -   0.99989504  x   0.99992500  =   0.99982005
 FL1942!UTM  14      -   0.99989504  x   0.99975675  =   0.99965181
 FL1942
 FL1942|---------------------------------------------------------------------|
 FL1942| PID    Reference Object                     Distance      Geod. Az  |
 FL1942|                                                           dddmmss.s |
 FL1942| CL3723 PERDEL RM 1                          21.150 METERS 00149     |
 FL1942| FL0205 PERDEL 2                              9.228 METERS 08714     |
 FL1942| FL0207 PERDEL 2 RM 4                                      13829     |
 FL1942| FL1944 PERDEL 2 RM 5 1975                  492.987 METERS 1784407.7 |
 FL1942| CL3722 PERDEL AZ MK                                       1820350.2 |
 FL1942| CL3724 PERDEL RM 2                          16.967 METERS 18242     |
 FL1942| FL1948 SHAMROCK WATER TANK                 APPROX.11.3 KM 3543250.7 |
 FL1942|---------------------------------------------------------------------|
 FL1942
 FL1942                          SUPERSEDED SURVEY CONTROL
 FL1942
 FL1942  NAD 83(1993)-  35 06 45.02659(N)    100 14 15.23085(W) AD(       ) 3
 FL1942  NAD 83(1986)-  35 06 45.02935(N)    100 14 15.22215(W) AD(       ) 3
 FL1942  NAD 27      -  35 06 44.84500(N)    100 14 13.80000(W) AD(       ) 3
 FL1942
 FL1942.Superseded values are not recommended for survey control.
 FL1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1942.See file dsdata.txt to determine how the superseded data were derived.
 FL1942
 FL1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8722286220(NAD 83)
 FL1942_MARKER: DS = TRIANGULATION STATION DISK
 FL1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1942
 FL1942  HISTORY     - Date     Condition        Report By
 FL1942  HISTORY     - 1951     MONUMENTED       CGS
 FL1942  HISTORY     - 1961     GOOD             CGS
 FL1942  HISTORY     - 1975     GOOD             NGS
 FL1942
 FL1942                          STATION DESCRIPTION
 FL1942
 FL1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1942'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF SHAMROCK, 46
 FL1942'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 83, 6 FEET WEST
 FL1942'OF A FENCE LINE, 5 FEET EAST OF A WITNESS POST, AND ON THE
 FL1942'HIGHWAY RIGHT-OF-WAY.  THE MARK IS A BRONZE DISK STAMPED
 FL1942'PERDEL 1951, AND SET IN A CONCRETE CYLINDER THAT PROJECTS
 FL1942'2 INCHES.
 FL1942'
 FL1942'REFERENCE MARK NO. 1 IS 49 FEET EAST OF THE CENTER LINE OF
 FL1942'U.S. HIGHWAY 83, AND 3 FEET WEST OF A FENCE LINE.  THE MARK
 FL1942'IS A BRONZE DISK STAMPED PERDEL NO 1 1951, AND SET IN A BOULDER
 FL1942'THAT PROJECTS 2 FEET.
 FL1942'
 FL1942'REFERENCE MARK NO. 2 IS 45 FEET EAST OF THE CENTER LINE OF
 FL1942'U.S. HIGHWAY 83 AND 7 FEET WEST OF A FENCE LINE.  THE MARK
 FL1942'IS A BRONZE DISK STAMPED PERDEL NO 2 1951, AND SET IN A BOULDER
 FL1942'THAT PROJECTS 10 INCHES.
 FL1942'
 FL1942'THE AZIMUTH MARK IS 47 FEET WEST OF THE CENTER LINE OF U.S.
 FL1942'HIGHWAY 83, 26 FEET SOUTHEAST OF A WINDMILL, 5 FEET NORTH
 FL1942'OF A WITNESS POST, 2 FEET WEST OF A FENCE CORNER, AND ON THE
 FL1942'HIGHWAY RIGHT-OF-WAY.  THE MARK IS A BRONZE DISK STAMPED
 FL1942'PERDEL 1951, AND SET IN A CONCRETE CYLINDER THAT PROJECTS
 FL1942'2 INCHES.
 FL1942'
 FL1942'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 FL1942'AND 83 IN SHAMROCK, GO SOUTH ON U.S. HIGHWAY 83 FOR 8.4 MILES
 FL1942'TO THE STATION ON THE HIGHEST PART OF A ROAD CUT.  TO REACH
 FL1942'THE AZIMUTH MARK FROM THE STATION.  CONTINUE SOUTH ON U.S.
 FL1942'HIGHWAY 83 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT
 FL1942'AS DESCRIBED.
 FL1942
 FL1942                          STATION RECOVERY (1961)
 FL1942
 FL1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JSC)
 FL1942'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1942'
 FL1942'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL1942
 FL1942                          STATION RECOVERY (1975)
 FL1942
 FL1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL1942'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 FL1942'GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FL1942'FOUND TO HAVE BEEN DESTROYED.
 FL1942'
 FL1942'THE STATION MARK AND REFERENCE MARK NO. 2 WILL BE DESTROYED BY ROAD
 FL1942'CONSTRUCTION.
 FL1942'
 FL1942'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.
 FL1942'
 FL1942'PERDEL 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA AND A TRAVERSE
 FL1942'TIE MADE BETWEEN THE TWO STATION.
 FL1942'
 FL1942'SEE DESCRIPTION TO PERDEL 2 1975.
 FL1942'
 FL1942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SHAMROCK 7 MILES
 FL1942'SOUTH.
 FL1942'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0205 ***********************************************************************
 FL0205  DESIGNATION -  PERDEL 2
 FL0205  PID         -  FL0205
 FL0205  STATE/COUNTY-  TX/COLLINGSWORTH
 FL0205  USGS QUAD   -  LUTIE (1964)
 FL0205
 FL0205                         *CURRENT SURVEY CONTROL
 FL0205  ___________________________________________________________________
 FL0205* NAD 83(1993)-  35 06 45.04027(N)    100 14 14.86688(W)     ADJUSTED  
 FL0205* NAVD 88     -       694.68   (+/-2cm)    2279.1    (feet)  VERTCON   
 FL0205  ___________________________________________________________________
 FL0205  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FL0205  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL0205
 FL0205  HORZ ORDER  -  THIRD
 FL0205  VERT ORDER  -  THIRD ? (See Below)
 FL0205
 FL0205.The horizontal coordinates were established by classical geodetic methods
 FL0205.and adjusted by the National Geodetic Survey in February 1996..
 FL0205.No horizontal observational check was made to the station.
 FL0205
 FL0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0205.The vertical order pertains to the NGVD 29 superseded value.
 FL0205
 FL0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0205
 FL0205.The geoid height was determined by GEOID03.
 FL0205
 FL0205;                    North         East     Units Scale Factor Converg.
 FL0205;SPC TX N     - 1,124,153.231   315,084.946   MT  0.99992500   +0 43 54.1
 FL0205;SPC TX N     - 3,688,159.39  1,033,741.19   sFT  0.99992500   +0 43 54.1
 FL0205;UTM  14      - 3,886,220.754   387,231.244   MT  0.99975672   -0 42 42.6
 FL0205
 FL0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0205!SPC TX N     -   0.99989513  x   0.99992500  =   0.99982014
 FL0205!UTM  14      -   0.99989513  x   0.99975672  =   0.99965188
 FL0205
 FL0205|---------------------------------------------------------------------|
 FL0205| PID    Reference Object                     Distance      Geod. Az  |
 FL0205|                                                           dddmmss.s |
 FL0205| FL0206 PERDEL 2 RM 3                        12.010 METERS 00130     |
 FL0205| FL0207 PERDEL 2 RM 4                                      17933     |
 FL0205| FL1944 PERDEL 2 RM 5 1975                  493.316 METERS 1794825.2 |
 FL0205| FL1942 PERDEL                                9.228 METERS 26714     |
 FL0205| FL1948 SHAMROCK WATER TANK                 APPROX.11.3 KM 3543003.2 |
 FL0205|---------------------------------------------------------------------|
 FL0205
 FL0205                          SUPERSEDED SURVEY CONTROL
 FL0205
 FL0205  NAD 83(1993)-  35 06 45.04107(N)    100 14 14.86687(W) AD(       ) 3
 FL0205  NAD 83(1986)-  35 06 45.04382(N)    100 14 14.85823(W) AD(       ) 3
 FL0205  NAD 27      -  35 06 44.85948(N)    100 14 13.43603(W) AD(       ) 3
 FL0205  NGVD 29 (07/19/86)  694.40   (m)         2278.2    (f) LEVELING    3  
 FL0205
 FL0205.Superseded values are not recommended for survey control.
 FL0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0205.See file dsdata.txt to determine how the superseded data were derived.
 FL0205
 FL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8723186221(NAD 83)
 FL0205_MARKER: DS = TRIANGULATION STATION DISK
 FL0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0205_STAMPING: PERDEL 2 1975
 FL0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0205+STABILITY: SURFACE MOTION
 FL0205
 FL0205  HISTORY     - Date     Condition        Report By
 FL0205  HISTORY     - 1975     MONUMENTED       NGS
 FL0205  HISTORY     - 1975     GOOD             NGS
 FL0205
 FL0205                          STATION DESCRIPTION
 FL0205
 FL0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL0205'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF SHAMROCK, 6 MILES
 FL0205'NORTH OF LUTIE, 2 MILES SOUTH OF THE ELM CREEK BRIDGE AND ON THE
 FL0205'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83.
 FL0205'
 FL0205'TO REACH THE STATION FROM THE INTERSECTION OF CITY ROUTE U.S.
 FL0205'HIGHWAYS 66 AND 83, IN SHAMROCK.  GO SOUTH ON U.S. HIGHWAY 83 FOR
 FL0205'6.5 MILES TO THE ELM CREEK BRIDGE, HERE CONTINUE SOUTH ON U.S. HWY.
 FL0205'83 FOR 2.0 MILES TO STATION ON THE LEFT.
 FL0205'
 FL0205'STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 FL0205'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED PERDEL 2 1975.
 FL0205'IT IS 51.4 FEET SOUTH OF A HI-LINE POLE WITH A TRIANGULAR BLAZE, 78
 FL0205'FEET EAST OF THE CENTER OF HIGHWAY, 4 FEET NORTHWEST OF A HIGHWAY
 FL0205'RIGHT-OF-WAY CONCRETE POST, WITH A BRASS DISK, THAT IS UNSTAMPED,
 FL0205'3 FEET NORTHWEST OF A BRACED FENCE POST WITH WITNESS SIGN AND
 FL0205'1.6 FEET WEST OF THE FENCE-LINE.
 FL0205'
 FL0205'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL0205'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED PERDEL 2
 FL0205'NO 3 1975.  IT IS 79 FEET EAST OF THE CENTER-LINE OF HIGHWAY, 42.6
 FL0205'FEET NORTH OF A BRACED FENCE-POST WITH WITNESS SIGN, 12 FEET
 FL0205'SOUTH-SOUTHWEST OF A HI-LINE POLE WITH A TRIANGULAR BLAZE AND
 FL0205'1-FOOT WEST OF THE FENCE-LINE.
 FL0205'
 FL0205'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL0205'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED PERDEL 2
 FL0205'NO 4 1975.  IT IS 79 FEET EAST OF THE CENTER-LINE OF HIGHWAY, 33
 FL0205'FEET SOUTH OF A BRACED FENCE-POST WITH WITNESS SIGN AND 1-FOOT WEST
 FL0205'OF THE FENCE-LINE.
 FL0205'
 FL0205'REFERENCE MARK NO. 5 AZI. MK. IS A STANDARD DISK, SET IN A DRILL
 FL0205'HOLE IN BEDROCK AND IS STAMPED PERDEL 2 NO 5 AZI 1975.  IT IS 95
 FL0205'FEET SOUTH OF A HI-LINE POLE, 15 FEET EAST OF THE EAST EDGE OF THE
 FL0205'RIGHT-OF-WAY OF HIGHWAY, THE BEDROCK PROJECTS ABOUT 1-FOOT AND IS
 FL0205'ON THE SOUTH EDGE OF A LOW ROCKY COVERED KNOLL.
 FL0205'
 FL0205'TO REACH REFERENCE MARK NO. 5 AZI. MK. FROM THE STATION GO SOUTH
 FL0205'ON U.S. HWY. 83 FOR 0.3 MILE TO MARK ON THE LEFT.
 FL0205'
 FL0205'NEAREST TOWN--SHAMROCK.
 FL0205'
 FL0205'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL0205
 FL0205                          STATION RECOVERY (1975)
 FL0205
 FL0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0205'7 MI S FROM SHAMROCK.
 FL0205'FROM THE INTERSECTION OF CITY ROUTES OF U.S. HIGHWAYS 66 AND 83, IN
 FL0205'SHAMROCK.  GO SOUTH ON U.S. HWY. 83 FOR 6.5 MILES TO THE ELM CREEK
 FL0205'BRIDGE, CONTINUE SOUTH ON U.S. HWY. 83 FOR 2.0 MILES TO MARK ON THE
 FL0205'LEFT.  STANDARD TRIANGULATION STATION MARK DISK, SET IN THE TOP OF A
 FL0205'ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND.  IT IS 78 FEET
 FL0205'EAST OF THE CENTER-LINE OF HIGHWAY, 51.4 FEET SOUTH OF A HI-LINE POLE
 FL0205'WITH A TRIANGULAR BLAZE, 4 FEET NORTHWEST OF A HIGHWAY RIGHT-OF-WAY
 FL0205'CONCRETE POST, WITH A BRASS DISK, THAT IS UNSTAMPED, 3 FEET NORTHWEST
 FL0205'OF A BRACEDED FENCE-POST WITH WITNESS SIGN AND 1.6 FEET WEST OF THE
 FL0205'FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1944 ***********************************************************************
 FL1944  DESIGNATION -  PERDEL 2 RM 5 1975
 FL1944  PID         -  FL1944
 FL1944  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1944  USGS QUAD   -  LUTIE (1964)
 FL1944
 FL1944                         *CURRENT SURVEY CONTROL
 FL1944  ___________________________________________________________________
 FL1944* NAD 83(1993)-  35 06 29.03264(N)    100 14 14.80126(W)     ADJUSTED  
 FL1944* NAVD 88     -       688.8    (meters)    2260.     (feet)  VERTCON   
 FL1944  ___________________________________________________________________
 FL1944  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FL1944  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 FL1944
 FL1944  HORZ ORDER  -  THIRD
 FL1944
 FL1944.The horizontal coordinates were established by classical geodetic methods
 FL1944.and adjusted by the National Geodetic Survey in February 1996..
 FL1944.No horizontal observational check was made to the station.
 FL1944
 FL1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1944
 FL1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1944
 FL1944.The geoid height was determined by GEOID03.
 FL1944
 FL1944;                    North         East     Units Scale Factor Converg.
 FL1944;SPC TX N     - 1,123,660.016   315,092.907   MT  0.99992541   +0 43 54.1
 FL1944;SPC TX N     - 3,686,541.24  1,033,767.31   sFT  0.99992541   +0 43 54.1
 FL1944;UTM  14      - 3,885,727.578   387,226.778   MT  0.99975674   -0 42 42.3
 FL1944
 FL1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1944!SPC TX N     -   0.99989606  x   0.99992541  =   0.99982148
 FL1944!UTM  14      -   0.99989606  x   0.99975674  =   0.99965283
 FL1944
 FL1944:                Primary Azimuth Mark                     Grid Az
 FL1944:SPC TX N     -  PERDEL                                   358 00 13.9
 FL1944:UTM  14      -  PERDEL                                   359 26 50.3
 FL1944
 FL1944|---------------------------------------------------------------------|
 FL1944| PID    Reference Object                     Distance      Geod. Az  |
 FL1944|                                                           dddmmss.s |
 FL1944| FL1942 PERDEL                              492.987 METERS 3584408.0 |
 FL1944| FL0205 PERDEL 2                            493.316 METERS 3594825.2 |
 FL1944|---------------------------------------------------------------------|
 FL1944
 FL1944                          SUPERSEDED SURVEY CONTROL
 FL1944
 FL1944  NAD 83(1993)-  35 06 29.03345(N)    100 14 14.80126(W) AD(       ) 3
 FL1944  NAD 83(1986)-  35 06 29.03620(N)    100 14 14.79260(W) AD(       ) 3
 FL1944  NAD 27      -  35 06 28.85148(N)    100 14 13.37056(W) AD(       ) 3
 FL1944  NGVD 29 (07/19/86)  688.5    (m)         2259.     (f) VERT ANG       
 FL1944
 FL1944.Superseded values are not recommended for survey control.
 FL1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1944.See file dsdata.txt to determine how the superseded data were derived.
 FL1944
 FL1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8722785728(NAD 83)
 FL1944_MARKER: DR = REFERENCE MARK DISK
 FL1944_SETTING: 66 = SET IN ROCK OUTCROP
 FL1944_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FL1944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1944+STABILITY: POSITION/ELEVATION WELL
 FL1944
 FL1944  HISTORY     - Date     Condition        Report By
 FL1944  HISTORY     - 1975     MONUMENTED       NGS
 FL1944
 FL1944                          STATION DESCRIPTION
 FL1944
 FL1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL1944'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF SHAMROCK, 6 MILES
 FL1944'NORTH OF LUTIE, 2 MILES SOUTH OF THE ELM CREEK BRIDGE AND ON THE
 FL1944'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83.
 FL1944'
 FL1944'TO REACH THE STATION FROM THE INTERSECTION OF CITY ROUTE U.S.
 FL1944'HIGHWAYS 66 AND 83, IN SHAMROCK.  GO SOUTH ON U.S. HIGHWAY 83 FOR
 FL1944'6.5 MILES TO THE ELM CREEK BRIDGE, HERE CONTINUE SOUTH ON U.S. HWY.
 FL1944'83 FOR 2.0 MILES TO STATION ON THE LEFT.
 FL1944'
 FL1944'REFERENCE MARK NO. 5 AZI. MK. IS A STANDARD DISK, SET IN A DRILL
 FL1944'HOLE IN BEDROCK AND IS STAMPED PERDEL 2 NO 5 AZI 1975.  IT IS 95
 FL1944'FEET SOUTH OF A HI-LINE POLE, 15 FEET EAST OF THE EAST EDGE OF THE
 FL1944'RIGHT-OF-WAY OF HIGHWAY, THE BEDROCK PROJECTS ABOUT 1-FOOT AND IS
 FL1944'ON THE SOUTH EDGE OF A LOW ROCKY COVERED KNOLL.
 FL1944'
 FL1944'TO REACH REFERENCE MARK NO. 5 AZI. MK. FROM THE STATION GO SOUTH
 FL1944'ON U.S. HWY. 83 FOR 0.3 MILE TO MARK ON THE LEFT.
 FL1944'
 FL1944'NEAREST TOWN--SHAMROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1414 ***********************************************************************
 AH1414  DESIGNATION -  PERES
 AH1414  PID         -  AH1414
 AH1414  STATE/COUNTY-  TX/KENEDY
 AH1414  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1414
 AH1414                         *CURRENT SURVEY CONTROL
 AH1414  ___________________________________________________________________
 AH1414* NAD 83(1993)-  27 11 33.19724(N)    097 27 01.33468(W)     ADJUSTED  
 AH1414* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AH1414  ___________________________________________________________________
 AH1414  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AH1414  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AH1414
 AH1414  HORZ ORDER  -  SECOND
 AH1414
 AH1414.The horizontal coordinates were established by classical geodetic methods
 AH1414.and adjusted by the National Geodetic Survey in February 1996..
 AH1414
 AH1414.The orthometric height was scaled from a topographic map.
 AH1414
 AH1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1414
 AH1414.The geoid height was determined by GEOID03.
 AH1414
 AH1414;                    North         East     Units Scale Factor Converg.
 AH1414;SPC TX S     - 5,169,488.211   403,991.240   MT  0.99990035   +0 28 35.5
 AH1414;SPC TX S     -16,960,229.24  1,325,427.93   sFT  0.99990035   +0 28 35.5
 AH1414;UTM  14      - 3,008,711.469   653,494.997   MT  0.99989085   +0 42 29.9
 AH1414
 AH1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1414!SPC TX S     -   1.00000280  x   0.99990035  =   0.99990315
 AH1414!UTM  14      -   1.00000280  x   0.99989085  =   0.99989365
 AH1414
 AH1414|---------------------------------------------------------------------|
 AH1414| PID    Reference Object                     Distance      Geod. Az  |
 AH1414|                                                           dddmmss.s |
 AH1414| CV2784 PERES RM 1                            9.974 METERS 04439     |
 AH1414| CV2785 PERES RM 2                           10.593 METERS 16440     |
 AH1414| CV2783 PERES AZ MK                                        1660616.9 |
 AH1414|---------------------------------------------------------------------|
 AH1414
 AH1414                          SUPERSEDED SURVEY CONTROL
 AH1414
 AH1414  NAD 83(1986)-  27 11 33.21501(N)    097 27 01.31104(W) AD(       ) 2
 AH1414  NAD 27      -  27 11 32.05000(N)    097 27 00.35600(W) AD(       ) 2
 AH1414
 AH1414.Superseded values are not recommended for survey control.
 AH1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1414.See file dsdata.txt to determine how the superseded data were derived.
 AH1414
 AH1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5349508711(NAD 83)
 AH1414_MARKER: DS = TRIANGULATION STATION DISK
 AH1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1414
 AH1414  HISTORY     - Date     Condition        Report By
 AH1414  HISTORY     - 1939     MONUMENTED       CGS
 AH1414  HISTORY     - 1949     GOOD             CGS
 AH1414  HISTORY     - 1950     GOOD             CGS
 AH1414  HISTORY     - 1969     GOOD             CGS
 AH1414
 AH1414                          STATION DESCRIPTION
 AH1414
 AH1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1414'STATION IS LOCATED ABOUT 21.75 MILES E OF SARITA, AND ABOUT 5
 AH1414'MILES S OF POINT PENESCAL ON THE S SIDE OF BAFFIN BAY.  IT
 AH1414'IS ABOUT 3.75 MILES NE OF CARNESTOLIENDOS CAMP ON KENEDY RANCH,
 AH1414'0.6 MILE SE OF PERES ARTESIAN WELL, AND ABOUT 0.75 MILE W OF
 AH1414'THE W SHORE OF LAGUNA MADRE, ON A PROMINENT BRUSH COVERED SAND
 AH1414'HILL KNOWN AS ALTURA DE PERES.  STATION IS ON TOP OF AND NEAR
 AH1414'THE SE END OF HILL.
 AH1414'
 AH1414'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AH1414'BRONZE DISKS SET IN CONCRETE.
 AH1414'
 AH1414'AZIMUTH MARK IS ABOUT 0.7 MILE S OF STATION BY THE MORALES
 AH1414'WINDMILL.
 AH1414'
 AH1414'STATION IS REACHED AS FOLLOWS--FROM THE CARNESTOLIENDOS
 AH1414'CAMP ON THE KENEDY RANCH, GO ON TRAIL N FROM WINDMILL 0.5
 AH1414'MILE TO A GATE, GO THROUGH GATE, TURN RIGHT AND FOLLOW FENCE
 AH1414'0.2 MILE TO A FENCE CORNER, TURN LEFT AND GO N 2.0 MILES,
 AH1414'CROSS A LAGOON AND BEAR RIGHT AND GO NE 1.0 MILE TO THE MORALES
 AH1414'WINDMILL--CONTINUE NE 0.35 MILE TO A BRUSHY KNOLL.  PASS TO
 AH1414'THE RIGHT OF KNOLL AND BEAR LEFT TOWARD ALTURA DE PERES ABOUT
 AH1414'0.25 MILE NW.  PASS AROUND THE N SIDE OF POND AT THE SE END OF
 AH1414'HILL AND BEAR LEFT ALONG BASE OF HILL TO FIRST GULLEY, WALK
 AH1414'UP GULLEY TO TOP.  STATION IS ABOUT 75 FEET NW OF THE TOP OF
 AH1414'GULLEY.
 AH1414'
 AH1414'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 AH1414
 AH1414                          STATION RECOVERY (1949)
 AH1414
 AH1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1414'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  TO REACH
 AH1414'FROM CROSSROADS E OF SARITA, GO E ON RANCH ROAD (THROUGH
 AH1414'LOCKED GATE) 5.7 MILES TO FORK JUST W OF RANCH HOUSE, TAKE LEFT
 AH1414'FORK AND GO 5.0 MILES ALONG GRADED ROAD TO HOUSE ON BAFFIN BAY,
 AH1414'TURN RIGHT ON TRACK ROAD SW OF HOUSE FOR 1.4 MILES TO GATE
 AH1414'(LOCKED), PASS THROUGH GATE 0.05 MILE TO FORK, TAKE RIGHT FORK
 AH1414'AND CONTINUE E AND SE FOR 5.25 MILES TO WINDMILL ABOUT 1/4 MILE
 AH1414'TO RIGHT, CONTINUE E ON TRACK ROAD 2.35 MILES TO GATE, PASS
 AH1414'THROUGH GATE AND FOLLOW TRACK ROAD 1.8 MILES TO LARGE SAND
 AH1414'DUNE, TURN RIGHT ON TRACK ROAD PARALLELING N SIDE OF SAND
 AH1414'DUNES AND CONTINUE EASTERLY 4.55 MILES TO GATE, PASS
 AH1414'THROUGH GATE AND CONTINUE 0.6 MILE TO OLD CARNESTOLENDAS
 AH1414'RANCH HOUSE.  FROM RANCH HOUSE GO N ACROSS OPEN COUNTRY ABOUT
 AH1414'3.5 MILES THENCE ANGLE RIGHT TO HIGH BRUSH COVERED KNOLL
 AH1414'AND THE STATION.  NO DEFINITE ROAD FROM OLD RANCH AND NUMEROUS
 AH1414'PONDS TO PICK YOUR WAY AROUND AND NO DEFINITE MILEAGE
 AH1414'COULD BE RECORDED.
 AH1414'
 AH1414'THE STATION IS ON TOP OF THE HIGHEST BRUSH COVERED KNOLL
 AH1414'IN THE VICINITY, 3 FT. E OF A WITNESS POST.  A STANDARD DISK
 AH1414'STAMPED PERES 1939 IN TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT
 AH1414'PROJECTING 8 INCHES.
 AH1414'
 AH1414'THE AZIMUTH MARK IS ABOUT 3250 FT. S OF THE STATION AND 400 FT.
 AH1414'S OF THE OLD MORALES WINDMILL RUINS, ON TOP OF THE FIRST SAND
 AH1414'RIDGE S OF THE WINDMILL AND 3 FT. E OF A WITNESS POST.  A
 AH1414'STANDARD DISK STAMPED PERES 1939 IN TOP OF A 14 INCH SQUARE
 AH1414'CONCRETE MONUMENT PROJECTING 6 INCHES.
 AH1414'
 AH1414'KEYS FOR THE LOCKED GATES CAN BE OBTAINED FROM THE RANCH
 AH1414'OFFICIALS IN SARITA.
 AH1414'
 AH1414'IT IS POSSIBLE TO DRIVE A TRUCK TO THE STATION IN EXTREMELY
 AH1414'DRY WEATHER BUT FOUR-WHEEL DRIVE VEHICLES ARE PREFERRED.
 AH1414
 AH1414                          STATION RECOVERY (1950)
 AH1414
 AH1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1414'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN
 AH1414'GOOD CONDITION.  A NEW REFERENCE MARK NO. 1 AND REFERENCE
 AH1414'MARK NO. 2 WERE ESTABLISHED.
 AH1414'
 AH1414'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AH1414'
 AH1414'THE STATION IS LOCATED ABOUT 22.0 MILES EAST OF SARITA, 5.0
 AH1414'MILES SOUTH OF POINT PENESCAL, 3.75 MILES NORTHEAST OF
 AH1414'CARNESTOLIENDOS CAMP ON THE KENEDY RANCH AND 0.75 MILE WEST OF THE
 AH1414'WEST SHORE OF LAGUNA MADRE ON A PROMINENT BRUSH COVERED HILL
 AH1414'KNOWN AS ALTURA DE PERES.  IT IS NEAR THE CENTER OF THE
 AH1414'SOUTHEAST END OF HILL, 2 FEET NORTHEAST OF WITNESS
 AH1414'POST.  IT IS STAMPED PERES 1939 AND PROJECTS 8 INCHES.
 AH1414'
 AH1414'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ON THE EAST
 AH1414'SLOPE OF THE HILL AND ABOUT 4 FEET LOWER THAN THE STATION IN
 AH1414'ELEVATION.  IT IS STAMPED PERES NO 1 1950 AND PROJECTS 3
 AH1414'INCHES.
 AH1414'
 AH1414'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, NEAR
 AH1414'THE SOUTH END OF HILL AND THE SAME ELEVATION AS THE STATION.
 AH1414'IT IS STAMPED PERES NO 2 1950 AND PROJECTS 2 INCHES.
 AH1414'
 AH1414'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 280 FEET
 AH1414'SOUTHWEST OF OLD WINDMILL KNOWN AS THE MORALES WINDMILL AND
 AH1414'ON THE SUMMIT OF A SMALL KNOLL.  IT IS STAMPED PERES 1939 AND
 AH1414'PROJECTS 3 INCHES.
 AH1414'
 AH1414'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS
 AH1414'PASTURE FOR 0.7 MILE TO OLD MORALES WINDMILL AND AZIMUTH MARK
 AH1414'SOUTHWEST AS DESCRIBED.
 AH1414'
 AH1414'TO REACH THE STATION FROM CROSSROAD ON U.S. HIGHWAY 77 EAST
 AH1414'OF THE STORE IN SARITA, GO EAST ON RANCH ROAD FOR 2.45 MILES
 AH1414'TO GATE, GO THROUGH GATE AND CONTINUE FOR 3.2 MILES TO FORKS
 AH1414'WEST OF RANCH HOUSE, TAKE LEFT FORK FOR 0.35 MILE TO GATE, GO
 AH1414'THROUGH GATE AND CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO GATE,
 AH1414'GO THROUGH GATE AND FOLLOW GRADED ROAD FOR 4.1 MILES PASSING
 AH1414'THROUGH TWO GATE TO HOUSE ON BAFFIN BAY, TURN RIGHT ON TRACK
 AH1414'ROAD ABOUT 50 YARDS SOUTHWEST OF HOUSE AND FOLLOW TRACK ROAD
 AH1414'ALONG BAY FOR 1.4 MILES TO LOCKED GATE, (SEE RANCH OFFICIALS
 AH1414'IN SARITA FOR KEY) GO THROUGH GATE AND CONTINUE FOR 0.05 MILE
 AH1414'TO FORK, TAKE RIGHT FORK AND CONTINUE EAST AND SOUTHEAST FOR
 AH1414'5.25 MILES TO WINDMILL ABOUT 0.25 MILE TO THE RIGHT, CONTINUE
 AH1414'ON TRACK ROAD EASTERLY FOR 2.35 MILES TO GATE, GO THROUGH
 AH1414'GATE AND CONTINUE FOR 0.2 MILE TO FENCE CORNER, CONTINUE FOR
 AH1414'0.15 MILE TO GATE ON THE LEFT, CONTINUE ON SOUTH SIDE OF
 AH1414'FENCE FOR 0.25 MILE TO FENCE CORNER AND REVERSE FORK,
 AH1414'CONTINUE STRAIGHT AHEAD EASTERLY FOR 1.2 MILES TO LARGE SAND
 AH1414'DUNES, CONTINUE EASTERLY ON TRACK ROAD NORTH OF SAND DUNES FOR
 AH1414'4.55 MILES TO GATE, GO THROUGH GATE AND CONTINUE 0.6
 AH1414'MILE TO GATE AT THE CARNESTOLIENDOS CAMP, GO THROUGH GATE AND
 AH1414'TURN LEFT FOR 0.25 MILE TO GATE NORTH OF WINDMILL, GO
 AH1414'THROUGH GATE, TURN RIGHT AND GO NORTH ON THE WEST SIDE OF
 AH1414'FENCE FOR 0.7 MILE TO GATE, GO THROUGH GATE AND CONTINUE
 AH1414'NORTH ON TRACK ROAD FOR 0.2 MILE, TURN RIGHT OFF TRACK ROAD
 AH1414'TO THE NORTH OF SAND DUNES AND PICK WAY NORTH-NORTHEAST FOR 2.4
 AH1414'MILES TO SMALL STREAM OF WATER, CROSS WATER AND
 AH1414'CONTINUE NORTH-NORTHEAST FOR 1.3 MILE TO BRUSH COVERED SAND
 AH1414'HILL AND STATION ON THE TOP AS DESCRIBED.
 AH1414
 AH1414                          STATION RECOVERY (1969)
 AH1414
 AH1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1414'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 AH1414'WERE RECOVERED AS DESCRIBED IN THE 1950 RECOVERY NOTE BY R.L.E.
 AH1414'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW TO REACH
 AH1414'FOLLOWS--
 AH1414'
 AH1414'TO REACH FROM THE POST OFFICE IN SARITA, GO EAST FOR 0.15
 AH1414'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON U.S.
 AH1414'HIGHWAY 77 FOR 4.7 MILES TO A SIDEROAD LEFT AND A GATE-HOUSE.
 AH1414'(PERMISSION TO ENTER RANGE LAND MUST BE OBTAINED FROM RANCH
 AH1414'OFFICIALS AT SARITA.) TURN LEFT AND GO EASTERLY ON A CLAY
 AH1414'ROAD FOR 2.9 MILES TO A BUMP-GATE.  PASS THROUGH GATE AND
 AH1414'CONTINUE ON THE MAIN ROAD FOR 12.1 MILES TO A BUMP-GATE.  PASS
 AH1414'THROUGH AND CONTINUE ON THE MAIN ROAD FOR 3.75 MILES TO A
 AH1414'SIDEROAD RIGHT.  KEEP LEFT, STRAIGHT AHEAD, EAST, FOR 2.95
 AH1414'MILES TO A SIDEROAD RIGHT AND A DIM TRACK ROAD LEADING
 AH1414'NORTHWEST.  TURN SHARP LEFT AND GO NORTHWEST ON DIM TRACK
 AH1414'ROAD FOR 0.25 MILE TO BASE OF PROMINENT BRUSH COVERED SAND
 AH1414'DUNE AND STATION AS DESCRIBED.
 AH1414'
 AH1414'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE DIM
 AH1414'TRACK ROAD AND SIDEROAD SOUTH, GO SOUTH ON CLAY ROAD FOR 0.45
 AH1414'MILE TO TOP OF LOW KNOLL AND MARK ON RIGHT, ABOUT 400 FEET
 AH1414'SOUTH-SOUTHWEST OF THE MORALES WINDMILL TOWER RUINS, 55 FEET
 AH1414'WEST OF CENTERLINE OF ROAD AND 11 FEET NORTH OF A METAL WITNESS
 AH1414'POST.  THE MONUMENT PROJECTS ABOUT 5 INCHES.
 AH1414'
 AH1414'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21-3/4 MILES
 AH1414'EAST OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1232 ***********************************************************************
 AJ1232  DESIGNATION -  PEREZ
 AJ1232  PID         -  AJ1232
 AJ1232  STATE/COUNTY-  TX/DUVAL
 AJ1232  USGS QUAD   -  ROSITA SE (1969)
 AJ1232
 AJ1232                         *CURRENT SURVEY CONTROL
 AJ1232  ___________________________________________________________________
 AJ1232* NAD 83(1993)-  27 47 36.48879(N)    098 16 34.88095(W)     ADJUSTED  
 AJ1232* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 AJ1232  ___________________________________________________________________
 AJ1232  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AJ1232  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AJ1232
 AJ1232  HORZ ORDER  -  FIRST
 AJ1232
 AJ1232.The horizontal coordinates were established by classical geodetic methods
 AJ1232.and adjusted by the National Geodetic Survey in February 1996..
 AJ1232
 AJ1232.The orthometric height was scaled from a topographic map.
 AJ1232
 AJ1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1232
 AJ1232.The geoid height was determined by GEOID03.
 AJ1232
 AJ1232;                    North         East     Units Scale Factor Converg.
 AJ1232;SPC TX S     - 5,235,659.140   322,039.629   MT  0.99999015   +0 06 05.5
 AJ1232;SPC TX S     -17,177,325.03  1,056,558.35   sFT  0.99999015   +0 06 05.5
 AJ1232;UTM  14      - 3,074,534.146   571,286.795   MT  0.99966272   +0 20 14.8
 AJ1232
 AJ1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1232!SPC TX S     -   0.99998572  x   0.99999015  =   0.99997587
 AJ1232!UTM  14      -   0.99998572  x   0.99966272  =   0.99964845
 AJ1232
 AJ1232:                Primary Azimuth Mark                     Grid Az
 AJ1232:SPC TX S     -  PEREZ AZ MK                              043 53 28.5
 AJ1232:UTM  14      -  PEREZ AZ MK                              043 39 19.2
 AJ1232
 AJ1232|---------------------------------------------------------------------|
 AJ1232| PID    Reference Object                     Distance      Geod. Az  |
 AJ1232|                                                           dddmmss.s |
 AJ1232| CV2786 PEREZ AZ MK                                        0435934.0 |
 AJ1232| AJ1187 SAN DIEGO COTTON GIN WTR TANK       APPROX. 5.1 KM 1280348.8 |
 AJ1232| AJ1190 SAN DIEGO DUVAL CO CTHSE TANK       APPROX. 5.3 KM 1302328.3 |
 AJ1232| AJ1191 SAN DIEGO CATH CHURCH CROSS         APPROX. 5.3 KM 1340355.7 |
 AJ1232| AJ1189 SAN DIEGO MUNICIPAL TANK            APPROX. 5.2 KM 1384226.9 |
 AJ1232| CV2788 PEREZ RM 1                           22.320 METERS 19034     |
 AJ1232| CV2787 PEREZ AZ MK 2                                      2630035.3 |
 AJ1232| CV2789 PEREZ RM 2                           18.258 METERS 30259     |
 AJ1232|---------------------------------------------------------------------|
 AJ1232
 AJ1232                          SUPERSEDED SURVEY CONTROL
 AJ1232
 AJ1232  NAD 83(1986)-  27 47 36.49498(N)    098 16 34.85774(W) AD(       ) 1
 AJ1232  NAD 27      -  27 47 35.40800(N)    098 16 33.83100(W) AD(       ) 1
 AJ1232
 AJ1232.Superseded values are not recommended for survey control.
 AJ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1232.See file dsdata.txt to determine how the superseded data were derived.
 AJ1232
 AJ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7128774534(NAD 83)
 AJ1232_MARKER: DS = TRIANGULATION STATION DISK
 AJ1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1232
 AJ1232  HISTORY     - Date     Condition        Report By
 AJ1232  HISTORY     - 1934     MONUMENTED       CGS
 AJ1232  HISTORY     - 1937     GOOD             CGS
 AJ1232  HISTORY     - 1950     GOOD             CGS
 AJ1232  HISTORY     - 1953     GOOD             CGS
 AJ1232  HISTORY     - 1961     GOOD             CGS
 AJ1232
 AJ1232                          STATION DESCRIPTION
 AJ1232
 AJ1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 AJ1232'STATION IS ABOUT 3 MILES WNW OF SAN DIEGO ON A HIGH RIDGE
 AJ1232'IN BRUSH COVERED PASTURE LAND OWNED BY EDWARD PEREZ AND HIS
 AJ1232'BROTHER AND LEASED TO HOUSTEN OIL COMPANY.  IT IS NEAR A
 AJ1232'WINDMILL WITH WOODEN TOWER AND LARGE WOODEN STORAGE TANK AND
 AJ1232'SMALL CORRAL, ABOUT 1/8 MILE SE OF A NE-SW TELEPHONE LINE
 AJ1232'AND PIPE LINE OF THE UNITED GAS PIPE LINE COMPANY.  MARK
 AJ1232'IS SET ABOUT 130 YARDS SSW OF THE WINDMILL.
 AJ1232'
 AJ1232'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1232'BRONZE DISKS SET IN CONCRETE.
 AJ1232'
 AJ1232'REFERENCE MARK NO. 1 IS S OF STATION.
 AJ1232'
 AJ1232'REFERENCE MARK NO. 2 IS W OF STATION.
 AJ1232'
 AJ1232'AZIMUTH MARK IS ABOUT 0.5 MILE NNW OF STATION.  REACHED FROM
 AJ1232'WINDMILL AND CORRAL NEAR STATION AND GOING 0.2 MILE TO ROAD
 AJ1232'ALONG TELEPHONE LINE, THENCE RIGHT (NE) FOR 0.4 MILE TO PIPE
 AJ1232'FRAME WIRE COVERED GATE IN EW FENCE LINE.  MARK IS SET IN
 AJ1232'FENCE LINE 27 FEET W OF W GATE POST.
 AJ1232'
 AJ1232'ALL MARKS PROJECTS ABOUT 8 INCHES ABOVE GROUND.
 AJ1232'
 AJ1232'TO REACH FROM POST OFFICE IN SAN DIEGO GO N ON STATE HIGHWAY
 AJ1232'12 FOR 0.2 MILE TO STREET INTERSECTION WHERE HIGHWAY 12 TURNS
 AJ1232'RIGHT, TURN LEFT, (W) LEAVING HIGHWAY 12 AND GO 0.25 MILE TO
 AJ1232'STREET INTERSECTION, TURN RIGHT, (N) AND GO 0.35 MILE TO
 AJ1232'CROSS ROAD, TURN LEFT, (W) AND GO 0.15 MILE TO CROSS ROAD,
 AJ1232'BEAR RIGHT NW AND FOLLOW MAIN ROAD 0.25 MILE TO ROAD FORK,
 AJ1232'CONTINUE STRAIGHT AHEAD ON MAIN ROAD 1.95 MILES TO CATTLE
 AJ1232'GUARD AND CONTINUE 0.1 MILE TO TELEPHONE LINE CROSSING ROAD,
 AJ1232'TURN LEFT, (SW) ON ROAD FOLLOWING TELEPHONE LINE AND GO 0.15
 AJ1232'MILE TO PIPE FRAME, WIRE COVERED GATE, GO THRU GATE AND
 AJ1232'CONTINUE ALONG TELEPHONE LINE FOR 0.4 MILE TO A SIDE ROAD.
 AJ1232'TURN LEFT, (SE) AND FOLLOW MAIN ROAD 0.2 MILE TO WINDMILL
 AJ1232'AND CORRAL.  FOLLOW ROAD TO LEFT AROUND CORRAL TO E SIDE
 AJ1232'OF WINDMILL.  STATION IS ABOUT 130 YARDS SSW OF THIS POINT AND WITH
 AJ1232'SMALL AMOUNT OF CLEARING, TRUCK CAN BE DRIVEN TO STATION.
 AJ1232'
 AJ1232'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AJ1232
 AJ1232                          STATION RECOVERY (1937)
 AJ1232
 AJ1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 AJ1232'ABOUT 4.2 MILES BY ROAD NW OF SAN DIEGO.  ON PROPERTY BELONGING
 AJ1232'TO EDWARD PEREZ.  ABOUT 0.7 MILE SW OF PUBLIC ROAD.  ABOUT 0.3
 AJ1232'MILE SE OF THE TELEPHONE LINE.  IN PASTURE ABOUT 150 YARDS
 AJ1232'SW OF A WINDMILL.
 AJ1232'
 AJ1232'THE STATION IS MARKED BY A STANDARD TABLET STATION MARK,
 AJ1232'SET IN A CYLINDER OF CONCRETE PROJECTING ABOUT 6 INCHES ABOVE
 AJ1232'THE SURFACE.
 AJ1232'
 AJ1232'REFERENCE MARK NO. 1 IS 181 DEG MAGNETIC, DISTANT 22.33
 AJ1232'METERS (73.26 FEET).
 AJ1232'
 AJ1232'REFERENCE MARK NO. 2 IS 293 DEG MAGNETIC, DISTANT 18.25 METERS
 AJ1232'(59.9 FEET).
 AJ1232'
 AJ1232'AZIMUTH IS ABOUT 35 DEG MAGNETIC DISTANT APPROXIMATELY 0.5
 AJ1232'MILE FROM THE STATION.
 AJ1232'
 AJ1232'THE MARK IS 79 PACES NE FROM BOARD GATE AT EW FENCE, 7 PACES
 AJ1232'W FROM CENTER LINE OF THE PIPE AND TELEPHONE LINE ROAD LEADING
 AJ1232'FROM THE MAIN ROAD TO THE STATION.
 AJ1232'
 AJ1232'NOTE--THE DESCRIPTION BY C.I.A., GIVES THE AZIMUTH FROM
 AJ1232'THE STATION TO AZIMUTH MARK 312 DEG 2 MIN 22.9 SEC.
 AJ1232'
 AJ1232'THE AZIMUTH FROM STATION TO REFERENCE MARK NO. 1 98 DEG 33
 AJ1232'MIN 56.6 SEC.
 AJ1232'
 AJ1232'THE AZIMUTH FROM STATION TO REFERENCE MARK NO. 2 211 DEG
 AJ1232'1 MIN 42.9 SEC.
 AJ1232'
 AJ1232'THE AZIMUTH TO ALL MARKS SHOULD BE REOBSERVED.
 AJ1232'
 AJ1232'THE AZIMUTH CANNOT BE SEEN FROM THE GROUND AT THE STATION.
 AJ1232'IT WILL REQUIRE CLEARING OF SEVERAL HUNDRED YARDS TO ELEVATE
 AJ1232'INSTRUMENT 20 FEET AT THE STATION TO SEE THE AZIMUTH MARK.
 AJ1232'
 AJ1232'A NEW AZIMUTH MARK SHOULD BE PLACED ON A RIDGE ABOUT 3/4
 AJ1232'MILE W ON S SIDE OF E AND W GRADED ROAD.  THE POINT BEARS
 AJ1232'262 DEG MAGNETIC FROM THE STATION.
 AJ1232'
 AJ1232'TO REACH FROM SAN DIEGO, START FROM THE BANK AND GO W ON THE
 AJ1232'FREER ROAD FOR 0.4 MILE TO T-ROAD N JUST E OF THE BRIDGE.
 AJ1232'THEN FOLLOW MAIN ROAD N AND W FOR 3.5 MILES TO TELEPHONE AND
 AJ1232'PIPE LINE CROSSING THE MAIN ROAD.  THERE TURN LEFT AND FOLLOW
 AJ1232'ROAD ALONG TELEPHONE LINE FOR 0.5 MILE TO RANCH ROAD LEADING
 AJ1232'TO WINDMILL.  THERE BEAR LEFT AND GO 0.2 MILE TO THE WINDMILL
 AJ1232'AND STATION WHICH IS ABOUT 150 YARDS SW OF WINDMILL.
 AJ1232'
 AJ1232'TRUCK CAN BE DRIVEN TO THE STATION.
 AJ1232
 AJ1232                          STATION RECOVERY (1950)
 AJ1232
 AJ1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 AJ1232'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AJ1232
 AJ1232                          STATION RECOVERY (1953)
 AJ1232
 AJ1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1232'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 AJ1232'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AJ1232'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AJ1232'
 AJ1232'THE STATION IS LOCATED ABOUT 3 MILES WEST OF SAN DIEGO, 0.1
 AJ1232'MILE SOUTHEAST OF A TELEPHONE AND PIPELINE ON BRUSH COVERED
 AJ1232'PASTURE LAND OWNED BY MR. EDWARD PEREZ.
 AJ1232'
 AJ1232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AJ1232'AND STATE HIGHWAY 44 IN SAN DIEGO, GO WEST ON HIGHWAY 44
 AJ1232'FOR 0.5 MILE TO CROSSROADS, TURN RIGHT, GO NORTHERLY ON A
 AJ1232'DIRT ROAD FOR 2.8 MILES TO FORKS, TAKE LEFT FORK, CROSSING
 AJ1232'A CATTLE GUARD AND GO 1.6 MILES TO A TELEPHONE AND PIPE LINE
 AJ1232'CROSSING.  HERE, TURN LEFT ON A DIRT ROAD, GO SOUTH 0.1 MILE
 AJ1232'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON DIRT ROAD
 AJ1232'0.05 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE SOUTH
 AJ1232'ALONG TELEPHONE AND PIPE LINE FOR 0.45 MILE TO A SIDE ROAD
 AJ1232'LEFT JUST AFTER PASSING A PIPE LINE BUILDING, TURN LEFT AND
 AJ1232'GO SOUTHEAST ON TRACK ROAD 0.2 MILE TO A CORRAL AND
 AJ1232'WINDMILL.  FROM WINDMILL GO ABOUT 130 YARDS SOUTHWEST TO THE
 AJ1232'STATION SITE IN A SMALL CLEARING.
 AJ1232'
 AJ1232'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE CYLINDER
 AJ1232'PROJECTING 6 INCHES.  IT IS 2 FEET SOUTHWEST OF A WITNESS
 AJ1232'POST AND IT IS STAMPED PEREZ 1935.
 AJ1232'
 AJ1232'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AJ1232'CONCRETE POST PROJECTING 6 INCHES.  IT IS STAMPED PEREZ NO.
 AJ1232'1 1935.
 AJ1232'
 AJ1232'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AJ1232'CONCRETE POST PROJECTING 6 INCHES.  IT IS STAMPED PEREZ NO.
 AJ1232'2 1935.
 AJ1232'
 AJ1232'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AJ1232'POST PROJECTING 6 INCHES.  IT IS 51 FEET NORTHEAST OF TELEPHONE
 AJ1232'POLE NO. 37/20, 23 FEET NORTH OF THE CENTER OF THE ROAD AND
 AJ1232'15 FEET NORTH OF A PIPE LINE VALVE.  IT IS STAMPED PEREZ AZI
 AJ1232'1935.
 AJ1232
 AJ1232                          STATION RECOVERY (1961)
 AJ1232
 AJ1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1232'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 AJ1232'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE OLD AZIMUTH
 AJ1232'MARK WAS DESTROYED BY THIS PARTY.  A NEW AZIMUTH MARK WAS
 AJ1232'SET BY THIS PARTY.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 AJ1232'MARKS WERE VERIFIED.
 AJ1232'
 AJ1232'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AJ1232'
 AJ1232'THE STATION IS APPROXIMATELY 3.0 MILES NORTHWEST OF SAN DIEGO,
 AJ1232'1.5 MILES NORTH OF STATE HIGHWAY 44, ON HIGHEST GROUND OF
 AJ1232'A BRUSH COVERED RIDGE AND ON LAND OWNED BY MR. SANTANA GARCIA.
 AJ1232'
 AJ1232'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 359
 AJ1232'AND 44 IN SAN DIEGO, GO WEST ON HIGHWAY 44 FOR 0.5 MILE TO A SIDE
 AJ1232'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH AND NORTHWEST
 AJ1232'ON DIRT ROAD FOR 1.35 MILES TO A ROAD FORK, CONTINUE STRAIGHT
 AJ1232'AHEAD ON THE LEFT FORK CROSSING CATTLE GUARD AND GO 1.5 MILES TO
 AJ1232'TELEPHONE AND PIPE LINE CROSSING.  TURN LEFT AND GO SOUTHWEST
 AJ1232'ON TRACK ROAD FOR 0.2 MILE TO A GATE (GATE IS LOCKED AND KEY
 AJ1232'CAN BE OBTAINED FROM THE PROPERTY OWNER).  PASS THROUGH AND
 AJ1232'CONTINUE SOUTHWEST ON THE TRACK ROAD FOR 0.4 MILE TO A SIDE
 AJ1232'ROAD LEFT, ABOUT 100 FEET AFTER PASSING SMALL PIPE LINE
 AJ1232'BUILDING (CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 0.35
 AJ1232'MILE TO THE AZIMUTH MARK ON THE RIGHT).  TURN LEFT ON
 AJ1232'TRACK ROAD AND GO 0.2 MILE TO ABANDONED RANCH BUILDING AND
 AJ1232'WINDMILL.  CONTINUE PAST RANCH BUILDING AND WINDMILL ON TRACK
 AJ1232'ROAD FOR ABOUT 75 FEET TO A STOCK TRAIL ON THE RIGHT.
 AJ1232'TURN RIGHT AND GO WEST ON STOCK TRAIL FOR 0.05 MILE TO THE
 AJ1232'TOP OF BRUSH COVERED RIDGE AND THE STATION.
 AJ1232'
 AJ1232'STATION MARK, A STANDARD DISK STAMPED PEREZ 1935, IS SET IN A
 AJ1232'ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 1.9 FEET
 AJ1232'SOUTH OF A WOOD WITNESS POST AND 1.6 FEET NORTH OF A METAL
 AJ1232'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 AJ1232'
 AJ1232'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PEREZ NO 1 1935,
 AJ1232'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 AJ1232'IT IS SOUTH OF THE STATION AND APPROXIMATELY THE SAME ELEVATION
 AJ1232'AS THE STATION.
 AJ1232'
 AJ1232'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PEREZ NO 2 1935,
 AJ1232'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 AJ1232'IT IS NORTHWEST OF THE STATION AND APPROXIMATELY THE SAME
 AJ1232'ELEVATION AS THE STATION.
 AJ1232'
 AJ1232'AZIMUTH MARK, A STANDARD DISK STAMPED PEREZ 1935 RESET 1961,
 AJ1232'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AJ1232'IT IS 180 FEET NORTH OF THE CENTER OF THE CROSSROAD INTERSECTION,
 AJ1232'78 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 1.7
 AJ1232'FEET EAST OF A METAL WITNESS POST.
 AJ1232'
 AJ1232'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1232'
 AJ1232'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1408 ***********************************************************************
 GL1408  DESIGNATION -  PERICO
 GL1408  PID         -  GL1408
 GL1408  STATE/COUNTY-  TX/DALLAM
 GL1408  USGS QUAD   -  CORLENA (1973)
 GL1408
 GL1408                         *CURRENT SURVEY CONTROL
 GL1408  ___________________________________________________________________
 GL1408* NAD 83(1993)-  36 17 06.51972(N)    102 52 51.65790(W)     ADJUSTED  
 GL1408* NAVD 88     -      1342.5    (meters)    4405.     (feet)  VERTCON   
 GL1408  ___________________________________________________________________
 GL1408  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 GL1408  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 GL1408
 GL1408  HORZ ORDER  -  SECOND
 GL1408
 GL1408.The horizontal coordinates were established by classical geodetic methods
 GL1408.and adjusted by the National Geodetic Survey in February 1996..
 GL1408
 GL1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1408
 GL1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1408
 GL1408.The geoid height was determined by GEOID03.
 GL1408
 GL1408;                    North         East     Units Scale Factor Converg.
 GL1408;SPC TX N     - 1,254,384.844    75,933.184   MT  1.00002534   -0 48 01.3
 GL1408;SPC TX N     - 4,115,427.61    249,124.12   sFT  1.00002534   -0 48 01.3
 GL1408;SPC NM E     -   587,133.815   295,465.623   MT  1.00011875   +0 51 34.6
 GL1408;SPC NM E     - 1,926,288.19    969,373.46   sFT  1.00011875   +0 51 34.6
 GL1408;UTM  13      - 4,017,658.994   690,302.218   MT  1.00004622   +1 15 15.8
 GL1408
 GL1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1408!SPC TX N     -   0.99979301  x   1.00002534  =   0.99981834
 GL1408!SPC NM E     -   0.99979301  x   1.00011875  =   0.99991173
 GL1408!UTM  13      -   0.99979301  x   1.00004622  =   0.99983922
 GL1408
 GL1408|---------------------------------------------------------------------|
 GL1408| PID    Reference Object                     Distance      Geod. Az  |
 GL1408|                                                           dddmmss.s |
 GL1408| CM9707 PERICO RM 1                          16.875 METERS 12648     |
 GL1408| GL1407 CORENA                              APPROX. 6.1 KM 3061504.9 |
 GL1408| CM9708 PERICO RM 2                          15.324 METERS 30643     |
 GL1408|---------------------------------------------------------------------|
 GL1408
 GL1408                          SUPERSEDED SURVEY CONTROL
 GL1408
 GL1408  NAD 83(1993)-  36 17 06.51953(N)    102 52 51.65801(W) AD(       ) 2
 GL1408  NAD 83(1993)-  36 17 06.52506(N)    102 52 51.65345(W) AD(       ) 2
 GL1408  NAD 83(1986)-  36 17 06.52999(N)    102 52 51.65187(W) AD(       ) 2
 GL1408  NAD 27      -  36 17 06.42419(N)    102 52 49.92544(W) AD(       ) 2
 GL1408  NGVD 29 (07/19/86) 1341.9    (m)         4403.     (f) VERT ANG       
 GL1408
 GL1408.Superseded values are not recommended for survey control.
 GL1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1408.See file dsdata.txt to determine how the superseded data were derived.
 GL1408
 GL1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9030217659(NAD 83)
 GL1408_MARKER: DD = SURVEY DISK
 GL1408_SETTING: 0 = UNSPECIFIED SETTING
 GL1408
 GL1408  HISTORY     - Date     Condition        Report By
 GL1408  HISTORY     - 1970     MONUMENTED       USGS
 GL1408
 GL1408                          STATION DESCRIPTION
 GL1408
 GL1408'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WAK)
 GL1408'THE STATION IS LOCATED NORTH 50 DEG WEST ABOUT 25.0 MILES
 GL1408'AIRLINE FROM DALHART, TEXAS.  SOUTH 53 DEG EAST ABOUT 10.0 MILES
 GL1408'AIRLINE FROM TEXLINE, TEXAS.  45 FEET SOUTHWEST OF THE RAILROAD
 GL1408'TRACKS.  65 FEET NORTH-NORTHEAST OF RIGHT-OF-WAY FENCE.  7 FEET
 GL1408'SOUTH-SOUTHWEST OF A TELEPHONE POLE.  AND 6 FEET NORTHWEST OF
 GL1408'A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 GL1408'
 GL1408'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE FARM ROAD
 GL1408'296 IN TEXLINE, TEXAS, PROCEED SOUTHEAST ON U.S. HIGHWAY 87 FOR
 GL1408'10.15 MILES TO HIGH GROUND AND POINT OPPOSITE STATION MARK.
 GL1408'STATION IS BETWEEN RAILROAD AND RIGHT-OF-WAY FENCE.
 GL1408'
 GL1408'STATION MARK IS A USGS BRONZE DISK SOLDERED TO A COPPER COATED
 GL1408'STEEL ROD DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG
 GL1408'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 GL1408'THE TABLET IS FLUSH WITH THE GROUND AND STAMPED PERICO ET 1970.
 GL1408'
 GL1408'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK DISK SOLDERED
 GL1408'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET,
 GL1408'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 GL1408'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 GL1408'AND STAMPED PERICO ET 1 1970.
 GL1408'
 GL1408'REFERENCE MARK NO. 2 IS A USGS REFERENCE MARK DISK SOLDERED
 GL1408'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET,
 GL1408'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 GL1408'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 GL1408'AND STAMPED PERICO ET 2 1970.
 GL1408'
 GL1408'STATION CORENA ET 1970 IS VISIBLE FROM THE GROUND AT THIS
 GL1408'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 GL1408'
 GL1408'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1677 ***********************************************************************
 AB1677  DESIGNATION -  PERICO WINDMILL
 AB1677  PID         -  AB1677
 AB1677  STATE/COUNTY-  TX/WILLACY
 AB1677  USGS QUAD   -  EL JARDIN (1975)
 AB1677
 AB1677                         *CURRENT SURVEY CONTROL
 AB1677  ___________________________________________________________________
 AB1677* NAD 83(1993)-  26 35 28.59780(N)    097 31 49.27555(W)     ADJUSTED  
 AB1677* NAVD 88     -                                                        
 AB1677  ___________________________________________________________________
 AB1677  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AB1677  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AB1677
 AB1677  HORZ ORDER  -  THIRD
 AB1677
 AB1677.The horizontal coordinates were established by classical geodetic methods
 AB1677.and adjusted by the National Geodetic Survey in February 1996..
 AB1677
 AB1677
 AB1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1677
 AB1677.The geoid height was determined by GEOID03.
 AB1677
 AB1677;                    North         East     Units Scale Factor Converg.
 AB1677;SPC TX S     - 5,102,810.705   396,578.921   MT  0.99992020   +0 26 24.8
 AB1677;SPC TX S     -16,741,471.45  1,301,109.34   sFT  0.99992020   +0 26 24.8
 AB1677;UTM  14      - 2,942,006.992   646,344.312   MT  0.99986441   +0 39 28.7
 AB1677
 AB1677                          SUPERSEDED SURVEY CONTROL
 AB1677
 AB1677  NAD 83(1986)-  26 35 28.60840(N)    097 31 49.24320(W) AD(       ) 4
 AB1677  NAD 27      -  26 35 27.38400(N)    097 31 48.29300(W) AD(       ) 3
 AB1677
 AB1677.Superseded values are not recommended for survey control.
 AB1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1677.See file dsdata.txt to determine how the superseded data were derived.
 AB1677
 AB1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4634442007(NAD 83)
 AB1677_MARKER: 66 = WINDMILL
 AB1677
 AB1677  HISTORY     - Date     Condition        Report By
 AB1677  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1677
 AB1677                          STATION DESCRIPTION
 AB1677
 AB1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1677'LOCATED ON SAUZ RANCH ABOUT 15 MILES E OF RAYMONDVILLE.
 AB1677'
 AB1677'TO REACH FROM THE SAUZ RANCH HOUSE, GO NW ON ROAD 0.2 MILE
 AB1677'TO GATE, PASS THROUGH AND FOLLOW GRADED ROAD NNE 1.25 MILES
 AB1677'TO BRIDGE, CONTINUE ON GRADED ROAD 1.3 MILES TO FORK OF
 AB1677'GRADED ROAD, TAKE LEFT FORK 100 FT. THEN RIGHT ON DIM TRACK
 AB1677'ROAD 0.25 MILE TO GATE, PASS THROUGH AND CONTINUE ON TRACK
 AB1677'ROAD N 0.9 MILE TO GATE, PASS THROUGH AND GO 600 FT. TO
 AB1677'GATE, PASS THROUGH AND FOLLOW TRACK ROAD N 1.6 MILE TO REVERSE
 AB1677'FORK, TURN SHARP RIGHT AND FOLLOW TRACK ROAD E 1.7 MILES
 AB1677'TO TWIN WINDMILLS ON LEFT, CONTINUE E 300 FT. TO SHARP TURN
 AB1677'RIGHT (S) ALONG E SIDE OF LAKE 0.2 MILE TO FORK, TAKE LEFT
 AB1677'FORK 0.2 MILE TO SHARP TURN LEFT, TURN LEFT AND FOLLOW
 AB1677'TRACK ROAD N 1.4 MILES TO FORK, TAKE LEFT FORK 1.5 MILES
 AB1677'FOLLOWING TRACK ROAD ALONG FENCE TO STATION.
 AB1677'
 AB1677'THE STATION IS THE PERICO WINDMILL ON THE SAUZ RANCH.  THE
 AB1677'WINDMILL HAS A STEEL TOWER AND IS ABOUT 35 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2088 ***********************************************************************
 BL2088  DESIGNATION -  PERL
 BL2088  PID         -  BL2088
 BL2088  STATE/COUNTY-  TX/JEFFERSON
 BL2088  USGS QUAD   -  VOTH (1993)
 BL2088
 BL2088                         *CURRENT SURVEY CONTROL
 BL2088  ___________________________________________________________________
 BL2088* NAD 83(1993)-  30 08 40.81286(N)    094 12 45.80276(W)     ADJUSTED  
 BL2088* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 BL2088  ___________________________________________________________________
 BL2088  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BL2088  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL2088
 BL2088  HORZ ORDER  -  FIRST
 BL2088
 BL2088.The horizontal coordinates were established by classical geodetic methods
 BL2088.and adjusted by the National Geodetic Survey in February 1996..
 BL2088
 BL2088.The orthometric height was scaled from a topographic map.
 BL2088
 BL2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2088
 BL2088.The geoid height was determined by GEOID03.
 BL2088
 BL2088;                    North         East     Units Scale Factor Converg.
 BL2088;SPC TXSC     - 4,265,603.825 1,061,089.193   MT  0.99996289   +2 20 43.3
 BL2088;SPC TXSC     -13,994,735.22  3,481,256.79   sFT  0.99996289   +2 20 43.3
 BL2088;SPC TX C     - 3,069,209.247 1,289,394.642   MT  0.99999264   +3 09 08.9
 BL2088;SPC TX C     -10,069,564.00  4,230,288.92   sFT  0.99999264   +3 09 08.9
 BL2088;UTM  15      - 3,335,436.963   383,201.344   MT  0.99976830   -0 36 32.7
 BL2088
 BL2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2088!SPC TXSC     -   1.00000291  x   0.99996289  =   0.99996580
 BL2088!SPC TX C     -   1.00000291  x   0.99999264  =   0.99999555
 BL2088!UTM  15      -   1.00000291  x   0.99976830  =   0.99977121
 BL2088
 BL2088|---------------------------------------------------------------------|
 BL2088| PID    Reference Object                     Distance      Geod. Az  |
 BL2088|                                                           dddmmss.s |
 BL2088| CV9012 PERL RM 1                                          09013     |
 BL2088| BL2069 BEAUMONT MUNICIPAL TANK             APPROX.12.2 KM 1174343.5 |
 BL2088| BL2075 BEAUMONT UNIDENTIFIED TANK          APPROX.13.9 KM 1205943.8 |
 BL2088| BL2065 BEAUMONT SAN JACINTO BLDG TWR       APPROX.13.0 KM 1220821.0 |
 BL2088| BL2086 BEAUMONT MAGNOLIA PETROL STK        APPROX.15.9 KM 1230055.8 |
 BL2088| BL2074 BEAUMONT TYRRELL RICE CO TANK       APPROX.12.9 KM 1260933.3 |
 BL2088| BL2082 BEAUMONT STEINHEIGEN MILL TANK      APPROX.12.2 KM 1273819.6 |
 BL2088| CV9013 PERL RM 2                                          22230     |
 BL2088| BL2089 ARIOLA                              APPROX.10.6 KM 3595428.6 |
 BL2088|---------------------------------------------------------------------|
 BL2088
 BL2088                          SUPERSEDED SURVEY CONTROL
 BL2088
 BL2088  NAD 83(1993)-  30 08 40.81415(N)    094 12 45.80335(W) AD(       ) 1
 BL2088  NAD 83(1986)-  30 08 40.83295(N)    094 12 45.78475(W) AD(       ) 1
 BL2088  NAD 27      -  30 08 40.06800(N)    094 12 45.12300(W) AD(       ) 1
 BL2088
 BL2088.Superseded values are not recommended for survey control.
 BL2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2088.See file dsdata.txt to determine how the superseded data were derived.
 BL2088
 BL2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8320135437(NAD 83)
 BL2088_MARKER: DS = TRIANGULATION STATION DISK
 BL2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2088
 BL2088  HISTORY     - Date     Condition        Report By
 BL2088  HISTORY     - 1931     MONUMENTED       CGS
 BL2088  HISTORY     - 1946     GOOD             STOGC
 BL2088  HISTORY     - 1983     POOR             TXHD
 BL2088  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 BL2088  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2088  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2088  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 BL2088
 BL2088                          STATION DESCRIPTION
 BL2088
 BL2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2088'ABOUT 8 MILES, AIR LINE, NW OF BEAUMONT, ABOUT 2-1/2 MILES,
 BL2088'AIR LINE, SW OF VOTH, ABOUT 2.0 MILES W OF HIGHWAY 40, AT
 BL2088'GRIFFINGS NURSERIES, 12.2 METERS (40 FEET) N OF CENTER LINE
 BL2088'OF SHELL ROAD, 15 METERS (49 FEET) NE OF T-INTERSECTION OF
 BL2088'CENTER LINES OF ROADS, AND 11.5 METERS (38 FEET) NE OF CORNER
 BL2088'OF WIRE FENCE.
 BL2088'
 BL2088'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2088'DISKS SET IN CONCRETE.
 BL2088'
 BL2088'REFERENCE MARK NO. 1 IS 8 METERS (26 FEET) N OF CENTER LINE
 BL2088'OF SHELL ROAD, AND 280 METERS (919 FEET) FROM STATION
 BL2088'S 89 DEG 49 MIN E.
 BL2088'
 BL2088'REFERENCE MARK NO. 2 IS 1 FOOT E OF A WIRE FENCE, 8 METERS
 BL2088'(26 FEET) W OF CENTER LINE OF SHELL ROAD, 8 METERS (26 FEET)
 BL2088'S OF THE MOST SOUTHERLY LARGE GATE POST, AND 31.55 METERS
 BL2088'(103.5 FEET) FROM STATION S 42 DEG 29 MIN W.
 BL2088
 BL2088                          STATION RECOVERY (1946)
 BL2088
 BL2088'RECOVERY NOTE BY STANOLIND OIL AND GAS COMPANY 1946 (DFC)
 BL2088'STATION AND REFERENCE MARKS RECOVERED AND IN EXCELLENT CONDITION.
 BL2088'DISTANCE FROM THE STATION TO REFERENCE MARK 1 IS INCORRECT
 BL2088'AS SHOWN IN SPECIAL PUBLICATION 189.  CHANGE THE DISTANCE
 BL2088'FROM 280 M. (919 FT.) TO 245.2 M. (804.5 FT.).
 BL2088
 BL2088                          STATION RECOVERY (1983)
 BL2088
 BL2088'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1983 (CLJ)
 BL2088'PERL 1931 MARK IS LOCATED IN FENCELINE IN N. E. QUADRANT OF INT. OF
 BL2088'PERL ROAD AND KIRTH RD. MARK NOW PROJECTS 18 INCHES AND HAS BEEN
 BL2088'MOVED FROM ORIGINAL LOCATION BY PIPELINE CONST.  NEW POSITION
 BL2088'DETERMINED FROM TRAVERSE AND POLARIS OBSERVATIONS FROM RM
 BL2088'2--X=3512845.58 Y=871289.85.
 BL2088'
 BL2088'RM NO 2, RM NO 1 FOUND IN GOOD CONDITION.
 BL2088
 BL2088                          STATION RECOVERY (1995)
 BL2088
 BL2088'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2088'MARK NOT FOUND.
 BL2088
 BL2088                          STATION RECOVERY (2001)
 BL2088
 BL2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2088'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2088
 BL2088                          STATION RECOVERY (2001)
 BL2088
 BL2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2088'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2088
 BL2088                          STATION RECOVERY (2003)
 BL2088
 BL2088'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL2088'RM 1 NOT FOUND, RM 2 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1584 ***********************************************************************
 AB1584  DESIGNATION -  PERLITA
 AB1584  PID         -  AB1584
 AB1584  STATE/COUNTY-  TX/WILLACY
 AB1584  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB1584
 AB1584                         *CURRENT SURVEY CONTROL
 AB1584  ___________________________________________________________________
 AB1584* NAD 83(1993)-  26 28 52.02632(N)    097 38 23.25595(W)     ADJUSTED  
 AB1584* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AB1584  ___________________________________________________________________
 AB1584  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 AB1584  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AB1584
 AB1584  HORZ ORDER  -  SECOND
 AB1584
 AB1584.The horizontal coordinates were established by classical geodetic methods
 AB1584.and adjusted by the National Geodetic Survey in February 1996..
 AB1584
 AB1584.The orthometric height was scaled from a topographic map.
 AB1584
 AB1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1584
 AB1584.The geoid height was determined by GEOID03.
 AB1584
 AB1584;                    North         East     Units Scale Factor Converg.
 AB1584;SPC TX S     - 5,090,527.669   385,761.913   MT  0.99993568   +0 23 25.9
 AB1584;SPC TX S     -16,701,172.86  1,265,620.54   sFT  0.99993568   +0 23 25.9
 AB1584;UTM  14      - 2,929,684.113   635,574.760   MT  0.99982693   +0 36 23.8
 AB1584
 AB1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1584!SPC TX S     -   1.00000255  x   0.99993568  =   0.99993823
 AB1584!UTM  14      -   1.00000255  x   0.99982693  =   0.99982948
 AB1584
 AB1584|---------------------------------------------------------------------|
 AB1584| PID    Reference Object                     Distance      Geod. Az  |
 AB1584|                                                           dddmmss.s |
 AB1584| CV2791 PERLITA RM 1                         21.234 METERS 13512     |
 AB1584| CV2792 PERLITA RM 2                         19.806 METERS 22438     |
 AB1584| CV2790 PERLITA AZ MK                                      2674742.9 |
 AB1584|---------------------------------------------------------------------|
 AB1584
 AB1584                          SUPERSEDED SURVEY CONTROL
 AB1584
 AB1584  NAD 83(1986)-  26 28 52.03784(N)    097 38 23.22034(W) AD(       ) 2
 AB1584  NAD 27      -  26 28 50.79800(N)    097 38 22.25500(W) AD(       ) 2
 AB1584
 AB1584.Superseded values are not recommended for survey control.
 AB1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1584.See file dsdata.txt to determine how the superseded data were derived.
 AB1584
 AB1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3557529684(NAD 83)
 AB1584_MARKER: DS = TRIANGULATION STATION DISK
 AB1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1584+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2001
 AB1584
 AB1584  HISTORY     - Date     Condition        Report By
 AB1584  HISTORY     - 1949     MONUMENTED       CGS
 AB1584  HISTORY     - 20011130 GOOD             LOCSUR
 AB1584
 AB1584                          STATION DESCRIPTION
 AB1584
 AB1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1584'THE STATION IS LOCATED ABOUT 8.75 MILES EAST OF RAYMONDVILLE
 AB1584'AND 1.5 MILES SOUTH OF SAN PERLITA ON LAND OWNED BY THE TEXAS
 AB1584'HIGHWAY DEPARTMENT.  IT IS IN A TRIANGLE FORMED BY A PAVED
 AB1584'ROAD ON THE SOUTH AND EAST AND STATE HIGHWAY 186 ON THE
 AB1584'NORTHWEST, 106 FEET WEST OF NORTH-SOUTH ROAD, 81 FEET NORTH
 AB1584'OF EAST-WEST ROAD, 70 FEET NORTHWEST OF POWER LINE POLE AND
 AB1584'37 FEET SOUTHWEST OF TELEPHONE POLE NO. 1.  IT IS STAMPED
 AB1584'PERLITA 1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 AB1584'
 AB1584'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 52 FEET
 AB1584'WEST OF NORTH-SOUTH ROAD, 35 FEET NORTH OF EAST-WEST ROAD, AND
 AB1584'3 FEET NORTH OF POWER LINE POLE.  IT IS STAMPED PERLITA NO
 AB1584'1 1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 AB1584'
 AB1584'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 34 FEET NORTH
 AB1584'OF THE CENTER OF EAST-WEST ROAD.  IT IS STAMPED PERLITA NO 2
 AB1584'1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 AB1584'
 AB1584'THE AZIMUTH MARK IS WEST OF THE STATION, ON THE RIGHT-OF-WAY
 AB1584'OF STATE HIGHWAY 186, 19 FEET SOUTH OF THE CENTER OF STATE
 AB1584'HIGHWAY 186 AND 1 FOOT SOUTH OF MAIL BOX (HARRY S. WARE).
 AB1584'IT IS STAMPED PERLITA 1949 AND PROJECTS 1 INCH.
 AB1584'
 AB1584'TO REACH THE STATION FROM THE RAILROAD STATION IN RAYMONDVILLE,
 AB1584'GO EAST ON STATE HIGHWAY 186 FOR 8.6 MILES TO MAIL BOX ON
 AB1584'THE RIGHT AND AZIMUTH MARK JUST SOUTH AS DESCRIBED, CONTINUE
 AB1584'EAST ON STATE HIGHWAY 186 FOR 0.4 MILE TO WHERE STATE HIGHWAY
 AB1584'186 TURNS NORTH TO SAN PERLITA AND STATION IN TRIANGLE FORMED
 AB1584'BY ROADS JUNCTIONING AT THIS POINT AS DESCRIBED.
 AB1584'
 AB1584'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AB1584
 AB1584                          STATION RECOVERY (2001)
 AB1584
 AB1584'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SR)
 AB1584'RECOVERED BY GUZMAN AND MUNOZ ENGINEERING AND SURVEYING.
 AB1584'TRIANGLE HAS BEEN REVISED BY CONSTRUCTION.  STATION IS NORTHWEST OF
 AB1584'THE INTERSECTION OF STATE HIGHWAY 186, AND FARM MARKET ROAD 2209
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3257 ***********************************************************************
 AW3257  DESIGNATION -  PERM BM
 AW3257  PID         -  AW3257
 AW3257  STATE/COUNTY-  TX/HARRIS
 AW3257  USGS QUAD   -  JACINTO CITY (1982)
 AW3257
 AW3257                         *CURRENT SURVEY CONTROL
 AW3257  ___________________________________________________________________
 AW3257* NAD 83(1986)-  29 48 53.     (N)    095 13 09.     (W)     SCALED    
 AW3257* NAVD 88     -        10.23   (+/-2cm)      33.6    (feet)  VERTCON   
 AW3257  ___________________________________________________________________
 AW3257  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW3257
 AW3257  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3257
 AW3257.The horizontal coordinates were scaled from a topographic map and have
 AW3257.an estimated accuracy of +/- 6 seconds.
 AW3257
 AW3257.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3257.The vertical order pertains to the NGVD 29 superseded value.
 AW3257
 AW3257.The geoid height was determined by GEOID03.
 AW3257
 AW3257;                    North         East    Units  Estimated Accuracy
 AW3257;SPC TXSC     - 4,225,500.      965,370.      MT  (+/- 180 meters Scaled)
 AW3257
 AW3257                          SUPERSEDED SURVEY CONTROL
 AW3257
 AW3257  NGVD 29 (??/??/92)   10.228  (m)           33.56   (f) ADJ UNCH    1 2
 AW3257
 AW3257.Superseded values are not recommended for survey control.
 AW3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3257.See file dsdata.txt to determine how the superseded data were derived.
 AW3257
 AW3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP855003(NAD 83)
 AW3257_MARKER: Z = SEE DESCRIPTION
 AW3257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW3257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW3257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3257
 AW3257  HISTORY     - Date     Condition        Report By
 AW3257  HISTORY     - UNK      MONUMENTED       HLPCO
 AW3257  HISTORY     - 1963     GOOD             NGS
 AW3257  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW3257
 AW3257                          STATION DESCRIPTION
 AW3257
 AW3257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3257'6.85 MI SW FROM SHELDON.
 AW3257'ABOUT 6.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION
 AW3257'OF THE SHELDON-DE ZAVALLA ROAD AT SHELDON, THENCE 0.45 MILE SOUTH
 AW3257'ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTH ALONG A SHELL ROAD TO A
 AW3257'METAL GATE, THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD, 28 FEET EAST OF
 AW3257'THE CENTER LINE OF THE TRACK ROAD, 104 FEET SOUTH OF A FENCE CORNER,
 AW3257'1.8 FEET WEST OF A FENCE, THE TOP OF A BRASS PLUG WHICH IS ENCASED IN
 AW3257'A 2-INCH PIPE AND COVERED WITH A SCREW-TYPE PLUG. NOTE-- THE 2-INCH
 AW3257'PIPE IS ALSO ENCASED INSIDE A 14-INCH METAL CASING AND PROJECTS ABOUT
 AW3257'0.4 FOOT ABOVE THE GROUND.
 AW3257
 AW3257                          STATION RECOVERY (1998)
 AW3257
 AW3257'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1812 ***********************************************************************
 AY1812  DESIGNATION -  PERRIN
 AY1812  PID         -  AY1812
 AY1812  STATE/COUNTY-  TX/BEXAR
 AY1812  USGS QUAD   -  LONGHORN (1992)
 AY1812
 AY1812                         *CURRENT SURVEY CONTROL
 AY1812  ___________________________________________________________________
 AY1812* NAD 83(1993)-  29 32 29.84776(N)    098 24 25.46562(W)     ADJUSTED  
 AY1812* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 AY1812  ___________________________________________________________________
 AY1812  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AY1812  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY1812
 AY1812  HORZ ORDER  -  FIRST
 AY1812
 AY1812.The horizontal coordinates were established by classical geodetic methods
 AY1812.and adjusted by the National Geodetic Survey in February 1996..
 AY1812
 AY1812.The orthometric height was scaled from a topographic map.
 AY1812
 AY1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1812
 AY1812.The geoid height was determined by GEOID03.
 AY1812
 AY1812;                    North         East     Units Scale Factor Converg.
 AY1812;SPC TXSC     - 4,189,469.744   657,462.593   MT  0.99986973   +0 17 25.7
 AY1812;SPC TXSC     -13,744,951.99  2,157,025.19   sFT  0.99986973   +0 17 25.7
 AY1812;UTM  14      - 3,268,141.948   557,447.869   MT  0.99964072   +0 17 32.5
 AY1812
 AY1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1812!SPC TXSC     -   0.99996300  x   0.99986973  =   0.99983273
 AY1812!UTM  14      -   0.99996300  x   0.99964072  =   0.99960373
 AY1812
 AY1812:                Primary Azimuth Mark                     Grid Az
 AY1812:SPC TXSC     -  COMMANCHE LOOKOUT TOWER                  038 06 27.2
 AY1812:UTM  14      -  COMMANCHE LOOKOUT TOWER                  038 06 20.4
 AY1812
 AY1812|---------------------------------------------------------------------|
 AY1812| PID    Reference Object                     Distance      Geod. Az  |
 AY1812|                                                           dddmmss.s |
 AY1812| AY1804 COMMANCHE LOOKOUT TOWER             APPROX. 6.2 KM 0382352.9 |
 AY1812| AY1801 SELMA RADIO STATION WOAI MAST       APPROX. 9.8 KM 0653304.0 |
 AY1812| AY1802 LAZY D RANCH WATER TANK             APPROX. 5.2 KM 1262513.4 |
 AY1812| AY1810 LONGHORN PORTLAND CEMENT CO TK      APPROX. 1.0 KM 1490851.0 |
 AY1812| AY1870 SAN ANTONIO SUBUR WTR CO SPIPE      APPROX.10.7 KM 1791047.7 |
 AY1812| AY1882 SAN ANTONIO RAD KTSA N MAST         APPROX. 4.9 KM 1905945.0 |
 AY1812| AY1868 FORT SAM HOUSTON MUSHROOM TANK      APPROX.10.2 KM 2004655.2 |
 AY1812| AY1877 FORT SAM HOUSTON BROOKE MC CUP      APPROX. 9.3 KM 2061506.9 |
 AY1812| AY1876 SAN ANTONIO TERR HILLS MUN TK       APPROX. 7.7 KM 2165318.7 |
 AY1812| AY1872 SAN ANTONIO WOODMAN HOSP TANK       APPROX. 7.2 KM 2212015.6 |
 AY1812| AY1881 SAN ANTONIO ALAMO HTS MUN TANK      APPROX. 8.5 KM 2220527.5 |
 AY1812| CV5095 PERRIN RM 2                          21.400 METERS 22221     |
 AY1812| AY1865 SAN ANTONIO TEX MIL INST TANK       APPROX. 9.1 KM 2291811.4 |
 AY1812| AY1809 SAN ANTONIO H P MORRIS TANK         APPROX. 6.6 KM 2385306.8 |
 AY1812| CV5093 PERRIN AZ MK                                       2602813.0 |
 AY1812| CV5094 PERRIN RM 1                          27.133 METERS 35609     |
 AY1812|---------------------------------------------------------------------|
 AY1812
 AY1812                          SUPERSEDED SURVEY CONTROL
 AY1812
 AY1812  NAD 83(1986)-  29 32 29.85298(N)    098 24 25.44815(W) AD(       ) 1
 AY1812  NAD 27      -  29 32 29.02700(N)    098 24 24.39200(W) AD(       ) 1
 AY1812
 AY1812.Superseded values are not recommended for survey control.
 AY1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1812.See file dsdata.txt to determine how the superseded data were derived.
 AY1812
 AY1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5744868142(NAD 83)
 AY1812_MARKER: DS = TRIANGULATION STATION DISK
 AY1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1812
 AY1812  HISTORY     - Date     Condition        Report By
 AY1812  HISTORY     - 1953     MONUMENTED       CGS
 AY1812  HISTORY     - 1953     GOOD             AMS
 AY1812  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1812  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1812  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY1812
 AY1812                          STATION DESCRIPTION
 AY1812
 AY1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1812'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF THE CENTER
 AY1812'OF SAN ANTONIO, 2 MILES SOUTH-SOUTHEAST OF WETMORE, AND ON
 AY1812'PROPERTY OWNED BY MR. W.W. HARRISON.
 AY1812'
 AY1812'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND LOOP 13,
 AY1812'WHICH IS ABOUT 8.5 MILES NORTHEAST OF THE CENTER OF SAN
 AY1812'ANTONIO, BY GOING WEST ON LOOP 13 FOR 0.5 MILE TO A CROSS
 AY1812'ROAD.  TURN RIGHT ON PERRIN BEITHEL ROAD AND GO NORTH FOR
 AY1812'1.65 MILES TO THE TOP OF A RIDGE AND A WIRE GATE AND AN
 AY1812'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND FOLLOW THE LANE
 AY1812'FOR 0.15 MILE TO MR. HARRISONS HOUSE.  CONTINUE STRAIGHT AHEAD
 AY1812'ON A TRACK ROAD FOR 0.1 MILE TO THE STATION MARK AT A FENCE
 AY1812'CORNER.
 AY1812'
 AY1812'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1812'STAMPED PERRIN 1953 IS 24 FEET WEST OF THE CENTER OF A GATE
 AY1812'AND 11 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 4 INCHES.
 AY1812'
 AY1812'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1812'STAMPED PERRIN NO 1 1953 IS 85 FEET NORTHWEST OF THE GATE.
 AY1812'THE MARK PROJECTS 4 INCHES.
 AY1812'
 AY1812'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AY1812'MONUMENT, STAMPED PERRIN NO 2 1953 IS 4 FEET SOUTH OF THE
 AY1812'TRACK ROAD AND 0.5 FEET NORTH OF THE FENCE.  THE MARK PROJECTS
 AY1812'6 INCHES.
 AY1812'
 AY1812'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1812'STAMPED PERRIN 1953 IS 90 FEET NORTH OF THE GATE AND CATTLE
 AY1812'GUARD, 28 FEET EAST OF THE CENTER OF PERRIN BEITHEL ROAD,
 AY1812'AND 3 FEET SOUTH OF POWER POLE NO. 15/19.  THE MARK PROJECT
 AY1812'6 INCHES.
 AY1812'
 AY1812'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1812
 AY1812                          STATION RECOVERY (1953)
 AY1812
 AY1812'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1812'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS CENTERED
 AY1812'BETWEEN TWO PARALLEL FENCES WHICH ARE 18 FT. APART, AND IT
 AY1812'IS 22 FT. WEST OF THE INTERSECTION OF THE SW FENCE WITH FENCE
 AY1812'FROM THE SOUTHEAST.
 AY1812
 AY1812                          STATION RECOVERY (1989)
 AY1812
 AY1812'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY1812'MARK NOT FOUND.
 AY1812
 AY1812                          STATION RECOVERY (1989)
 AY1812
 AY1812'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1812'MARK NOT FOUND.
 AY1812
 AY1812                          STATION RECOVERY (1999)
 AY1812
 AY1812'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1248 ***********************************************************************
 DN1248  SACS        -  This is a Secondary Airport Control Station.
 DN1248  DESIGNATION -  PERRIN
 DN1248  PID         -  DN1248
 DN1248  STATE/COUNTY-  TX/GRAYSON
 DN1248  USGS QUAD   -  SHERMAN NW (1974)
 DN1248
 DN1248                         *CURRENT SURVEY CONTROL
 DN1248  ___________________________________________________________________
 DN1248* NAD 83(1993)-  33 43 10.85900(N)    096 40 00.39808(W)     ADJUSTED  
 DN1248* NAVD 88     -       226.71   (meters)     743.8    (feet)  GPS OBS   
 DN1248  ___________________________________________________________________
 DN1248  X           -    -616,550.499 (meters)                     COMP
 DN1248  Y           -  -5,274,838.347 (meters)                     COMP
 DN1248  Z           -   3,520,738.487 (meters)                     COMP
 DN1248  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DN1248  ELLIP HEIGHT-         200.64  (meters)          (06/26/01) GPS OBS
 DN1248  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DN1248
 DN1248  HORZ ORDER  -  FIRST
 DN1248  ELLP ORDER  -  FIFTH     CLASS I
 DN1248
 DN1248.This mark is at Grayson Co (F39) Airport (F39)
 DN1248
 DN1248.The horizontal coordinates were established by GPS observations
 DN1248.and adjusted by the National Geodetic Survey in September 1996..
 DN1248
 DN1248.The orthometric height was determined by GPS observations and a
 DN1248.high-resolution geoid model.
 DN1248
 DN1248.GPS derived orthometric heights for airport stations designated as
 DN1248.PACS or SACS are published to 2 decimal places.  This maintains
 DN1248.centimeter relative accuracy between the PACS and SACS.  It does
 DN1248.not indicate centimeter accuracy relative to other marks which are
 DN1248.part of the NAVD 88 network.
 DN1248
 DN1248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1248
 DN1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1248
 DN1248.The ellipsoidal height was determined by GPS observations
 DN1248.and is referenced to NAD 83.
 DN1248
 DN1248.The geoid height was determined by GEOID03.
 DN1248
 DN1248;                    North         East     Units Scale Factor Converg.
 DN1248;SPC TXNC     - 2,229,147.510   769,897.436   MT  0.99994045   +0 59 59.4
 DN1248;SPC TXNC     - 7,313,461.46  2,525,905.17   sFT  0.99994045   +0 59 59.4
 DN1248;UTM  14      - 3,733,520.206   716,196.353   MT  1.00017626   +1 17 44.7
 DN1248
 DN1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1248!SPC TXNC     -   0.99996850  x   0.99994045  =   0.99990895
 DN1248!UTM  14      -   0.99996850  x   1.00017626  =   1.00014476
 DN1248
 DN1248:                Primary Azimuth Mark                     Grid Az
 DN1248:SPC TXNC     -  PERRIN AZ MK                             001 49 26.1
 DN1248:UTM  14      -  PERRIN AZ MK                             001 31 40.8
 DN1248
 DN1248|---------------------------------------------------------------------|
 DN1248| PID    Reference Object                     Distance      Geod. Az  |
 DN1248|                                                           dddmmss.s |
 DN1248| CY2801 PERRIN AZ MK                                       0024925.5 |
 DN1248| CY2803 PERRIN RM 1                          20.122 METERS 08032     |
 DN1248| DN1244 AIRPORT BEACON PERRIN AFB           APPROX. 1.2 KM 1675830.9 |
 DN1248| CY2804 PERRIN RM 2                          21.505 METERS 17351     |
 DN1248| CY2802 PERRIN AZ MK RESET                                 1801540.7 |
 DN1248| DN1204 POTTSBORO MUNICIPAL TANK            APPROX. 4.5 KM 3570346.8 |
 DN1248|---------------------------------------------------------------------|
 DN1248
 DN1248                          SUPERSEDED SURVEY CONTROL
 DN1248
 DN1248  ELLIP H (09/11/96)  200.70   (m)                       GP(       ) 5 1
 DN1248  NAD 83(1993)-  33 43 10.85959(N)    096 40 00.39389(W) AD(       ) 2
 DN1248  NAD 83(1993)-  33 43 10.86072(N)    096 40 00.39268(W) AD(       ) 2
 DN1248  NAD 83(1986)-  33 43 10.86537(N)    096 40 00.38508(W) AD(       ) 2
 DN1248  NAD 27      -  33 43 10.48540(N)    096 39 59.39920(W) AD(       ) 2
 DN1248
 DN1248.Superseded values are not recommended for survey control.
 DN1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1248.See file dsdata.txt to determine how the superseded data were derived.
 DN1248
 DN1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1619633520(NAD 83)
 DN1248_MARKER: DS = TRIANGULATION STATION DISK
 DN1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1248_STAMPING: PERRIN 1955
 DN1248_MARK LOGO: CGS   
 DN1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1248+STABILITY: SURFACE MOTION
 DN1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1248+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1995
 DN1248
 DN1248  HISTORY     - Date     Condition        Report By
 DN1248  HISTORY     - 1955     MONUMENTED       CGS
 DN1248  HISTORY     - 1957     GOOD             CGS
 DN1248  HISTORY     - 1963     MARK NOT FOUND   CGS
 DN1248  HISTORY     - 1965     GOOD             CGS
 DN1248  HISTORY     - 19950206 GOOD             NGS
 DN1248
 DN1248                          STATION DESCRIPTION
 DN1248
 DN1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1248'THE STATION IS LOCATED ON THE PERRIN AIRFORCE BASE, ABOUT
 DN1248'8 MILES WEST-SOUTHWEST OF DENISON, 6 MILES NORTHWEST OF SHERMAN,
 DN1248'3 MILES SOUTH OF POTTSBORO AND NEAR THE NORTH END OF THE
 DN1248'AIRPLANE PARKING APRON.
 DN1248'
 DN1248'THE STATION MARK IS A STANDARD DISK STAMPED PERRIN 1955 SET
 DN1248'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH
 DN1248'WITH THE GROUND.  THE MARK IS 110.0 FEET SOUTHWEST OF THE
 DN1248'SOUTHWEST CORNER OF THE MAINTENANCE HANGAR, 68.0 FEET WEST
 DN1248'OF A AUTOMOBILE PARKING LOT AND 57.5 FEET EAST OF THE EAST
 DN1248'EDGE OF THE AIRPLANE PARKING APRON.
 DN1248'
 DN1248'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PERRIN
 DN1248'NO 1 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DN1248'THAT IS FLUSH WITH THE GROUND.  THE MARK IS 48.0 FEET SOUTHWEST
 DN1248'OF THE SOUTHWEST CORNER OF THE MAINTENANCE HANGAR, 12.0
 DN1248'FEET WEST OF THE WEST EDGE OF THE AUTOMOBILE PARKING LOT
 DN1248'AND IT IS AT THE STATION ELEVATION.
 DN1248'
 DN1248'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PERRIN
 DN1248'NO 2 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DN1248'THAT IS FLUSH WITH THE GROUND.  THE MARK IS 68.0 FEET WEST
 DN1248'OF THE WEST EDGE OF THE AUTOMOBILE PARKING LOT, 58.0 FEET
 DN1248'EAST OF THE EAST EDGE OF THE AIRPLANE PARKING APRON AND IT
 DN1248'IS AT THE STATION ELEVATION.
 DN1248'
 DN1248'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PERRIN 1955
 DN1248'SET IN THE TOP OF A 10-IN SQUARE CONCRETE POST THAT PROJECTS
 DN1248'4 INCHES ABOVE THE GROUND.  THE MARK IS ABOUT 0.15 MILE
 DN1248'EAST OF A LARGE EARTH BUNKER, 300 FEET WEST OF THE CENTERLINE
 DN1248'OF A NORTH-SOUTH GRADED ROAD AND 250 FEET SOUTHEAST OF A
 DN1248'SMALL POND.
 DN1248'
 DN1248'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ACROSS
 DN1248'THE AUTOMOBILE PARKING LOT FOR 0.1 MILE TO A NORTH-SOUTH
 DN1248'PAVED ROAD.  TURN LEFT ON THE PAVED ROAD AND GO NORTH FOR
 DN1248'0.3 MILE TO THE END OF THE PAVED ROAD AT THE NORTH ENTRANCE
 DN1248'TO THE AIRFORCE BASE.  CONTINUE NORTH ON A GRADED ROAD FOR
 DN1248'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 DN1248'
 DN1248'TO REACH THE STATION FROM THE POST OFFICE IN SHERMAN GO
 DN1248'EAST FOR ONE BLOCK.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY
 DN1248'75 FOR 0.55 MILE TO THE JUNCTION OF U.S. HIGHWAY 75 AND
 DN1248'FARM ROAD 131.  TURN LEFT ON FARM ROAD 131 AND GO NORTH AND
 DN1248'NORTHWEST FOR 3.9 MILES TO THE JUNCTION WITH FARM ROAD 691.
 DN1248'TURN LEFT AND GO WEST FOR 1.6 MILES TO A CROSSROAD.  CONTINUE
 DN1248'STRAIGHT AHEAD, WEST, FOR 0.45 MILE TO THE MAIN ENTRANCE GATE
 DN1248'TO PERRIN AIRFORCE BASE.  PASS THROUGH THE GATE AND CONTINUE
 DN1248'WEST FOR 0.35 MILE TO THE FLAGPOLE CIRCLE AND A LARGE WATER
 DN1248'TANK ON THE LEFT.  KEEP RIGHT AND GO NORTHWEST ON KING
 DN1248'AVENUE FOR 0.1 MILE TO A CROSS STREET AND THE PROJECT
 DN1248'ENGINEERS BUILDING ON THE RIGHT.  CONTINUE NORTHWEST ON
 DN1248'KING AVENUE FOR 0.15 MILE TO THE INTERSECTION OF GRASON
 DN1248'DRIVE.  TURN RIGHT AND GO NORTH ON GRASON DRIVE FOR 0.5
 DN1248'MILE TO THE ENTRANCE TO A AUTOMOBILE PARKING LOT ON THE LEFT.
 DN1248'TURN LEFT AND GO WEST ACROSS THE PARKING LOT FOR 0.1
 DN1248'MILE TO THE STATION AS DESCRIBED.
 DN1248'
 DN1248'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 DN1248
 DN1248                          STATION RECOVERY (1957)
 DN1248
 DN1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1248'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 DN1248'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 HAS BEEN COVERED
 DN1248'UP BUT IS PROBABLY STILL IN PLACE.  DIRECTIONS FOR PROCEEDING
 DN1248'TO STATION SITE ARE CORRECT.
 DN1248
 DN1248                          STATION RECOVERY (1963)
 DN1248
 DN1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 DN1248'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SEARCHED
 DN1248'FOR BUT NOT RECOVERED.  THE AREA APPEARS TO HAVE BEEN RENOVATED
 DN1248'IN THE NEAR PAST, THUS DESTROYING THE MARKS.
 DN1248
 DN1248                          STATION RECOVERY (1965)
 DN1248
 DN1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 DN1248'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 DN1248'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN
 DN1248'GOOD CONDITION.  THE ORIGINAL DESCRIPTION AND TO REACH THE
 DN1248'STATION ARE ADEQUATE FOR RECOVERY.  AN ADDITIONAL MEASUREMENT
 DN1248'FOR RECOVERY OF THE STATION MARK IS AS FOLLOWS--THE MARK
 DN1248'IS 9 FEET SOUTHWEST OF THE MOST NORTHERLY FLOODLIGHT POLE
 DN1248'WHICH ARE IN A NORTH-SOUTH LINE ALONG THE HANGARS, AND AT
 DN1248'THE AERO REPAIR SECTION BUILDING NO. 5506.
 DN1248'
 DN1248'DUE TO EXCAVATION OF THE HILL AT THE AZIMUTH MARK SITE.  A
 DN1248'NEW AZIMUTH MARK WAS SET AND THE ANGLE TURNED FROM THE STATION
 DN1248'TO DETERMINE THE BEARING FOR THE NEW AZIMUTH MARK, USING
 DN1248'THE ORIGINAL AZIMUTH MARK FOR THE INITIAL.  THE OLD AZIMUTH
 DN1248'MARK DISK WAS SALVAGED.
 DN1248'
 DN1248'AZIMUTH MARK, A STANDARD DISK STAMPED PERRIN 1955 RESET 1965,
 DN1248'IS CEMENTED IN A DRILL HOLE FLUSH WITH THE CONCRETE SIDE WALK,
 DN1248'AT THE SOUTHWEST CORNER OF THE PERRIN AIRFORCE BASE CONTROL
 DN1248'TOWER.
 DN1248'
 DN1248'AN ALTERNATE ROUTE TO REACH THE STATION IS AS FOLLOWS--TO
 DN1248'REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FM HIGHWAY
 DN1248'1417 WHICH IS ABOUT 2 MILES WEST OF SHERMAN, GO NORTH ON
 DN1248'FM HIGHWAY 1417 FOR 5.9 MILES TO THE JUNCTION OF FM HIGHWAY
 DN1248'691.  TURN LEFT, WEST, GO 0.45 MILE TO THE MAIN ENTRANCE
 DN1248'OF THE PERRIN AIRFORCE BASE.  PASS THROUGH GATE, GO 0.35
 DN1248'MILE TO THE WATER TANK.  KEEP RIGHT, NORTHWEST, GO 0.25
 DN1248'MILE TO GRAYSON STREET.  (AZIMUTH MARK AT THE CONTROL TOWER.)
 DN1248'GO NORTH ON GRAYSON STREET FOR 0.5 MILE TO THE AREA REPAIR
 DN1248'SECTION BUILDING NO. 5506 AND THE STATION.
 DN1248
 DN1248                          STATION RECOVERY (1995)
 DN1248
 DN1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DN1248'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF DENISON 4 KM
 DN1248'(2.50 MI) NORTHWEST OF SHERMAN, AT THE GRAYSON COUNTY AIRPORT, ALONG
 DN1248'THE EAST SIDE OF THE AIRFIELD, NEAR THE NORTH END OF THE APRON, NEAR
 DN1248'THE NORTH END OF A GRASS ISLAND ON THE SOUTHWEST SIDE OF A LARGE
 DN1248'HANGAR, AND ADJACENT TO A SMALL PARKING LOT.  OWNERSHIP--CITY OF
 DN1248'DENISON, 4700 AIRPORT DRIVE, DENISON, TX 75020.  AIRPORT MANAGER IS
 DN1248'DOYLE DOBBINS.  PHONE 903-786-2904.  TO REACH FROM THE UNDERPASS AT
 DN1248'THE JUNCTION OF U.S.  HIGHWAY 75 AND FARM ROAD 691 ABOUT 3 KM (1.85
 DN1248'MI) NORTHEAST OF SHERMAN, GO WEST-NORTHWEST ON FARM ROAD 691 FOR 5.97
 DN1248'KM (3.70 MI) TO A PAVED CROSSROAD (FARM ROAD 1417) . CONTINUE AHEAD,
 DN1248'WEST, ON FARM ROAD 691 FOR 1.36 KM (0.85 MI) TO A CROSSROAD AT A
 DN1248'FLAGPOLE AND WATER TOWER ON THE LEFT.  TURN RIGHT, NORTHWEST, ON KING
 DN1248'STREET FOR 0.37 KM (0.20 MI) TO GOSNELL ROAD. BEAR LEFT, WEST, TO A
 DN1248'GATE AT THE APRON.  CONTINUE AHEAD, WEST, PASSING THROUGH THE GATE TO
 DN1248'THE APRON.  TURN RIGHT, NORTH, ALONG EAST SIDE OF APRON FOR 0.74 KM
 DN1248'(0.45 MI) TO THE STATION ON THE RIGHT. STATION IS SET IN THE TOP OF A
 DN1248'30 CM SQUARE CONCRETE POST SET 5 CM BELOW THE GROUND.  IT IS 46.9 M
 DN1248'(153.9 FT) NORTH OF THE SECOND NORTH MOST FLOODLIGHT POLE, 28.4 M
 DN1248'(93.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A HANGAR, 21.7 M (71.2
 DN1248'FT) WEST OF A CHAIN LINK FENCE ALONG PARKING LOT, 17.6 M (57.7 FT)
 DN1248'EAST OF THE EAST EDGE OF THE APRON, 6.0 M (19.7 FT) SOUTH OF THE SOUTH
 DN1248'EDGE OF A PAVED APRON EDGE, ABOUT 8 M (26.2 FT) WEST OF A SMALL DITCH,
 DN1248'AND 2.6 M (8.5 FT) SOUTHWEST OF A PLASTIC WITNESS POST AT THE NORTH
 DN1248'MOST FLOODLIGHT POLE.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1242 ***********************************************************************
 DN1242  DESIGNATION -  PERRIN AFB CONTROL TOWER
 DN1242  PID         -  DN1242
 DN1242  STATE/COUNTY-  TX/GRAYSON
 DN1242  USGS QUAD   -  SHERMAN NW (1974)
 DN1242
 DN1242                         *CURRENT SURVEY CONTROL
 DN1242  ___________________________________________________________________
 DN1242* NAD 83(1993)-  33 42 45.69002(N)    096 40 00.38656(W)     ADJUSTED  
 DN1242* NAVD 88     -                                                        
 DN1242  ___________________________________________________________________
 DN1242  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 DN1242  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DN1242
 DN1242  HORZ ORDER  -  THIRD
 DN1242
 DN1242.This mark is at Grayson Co (F39) Airport (F39)
 DN1242
 DN1242.The horizontal coordinates were established by classical geodetic methods
 DN1242.and adjusted by the National Geodetic Survey in February 1996..
 DN1242
 DN1242
 DN1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1242
 DN1242.The geoid height was determined by GEOID03.
 DN1242
 DN1242;                    North         East     Units Scale Factor Converg.
 DN1242;SPC TXNC     - 2,228,372.215   769,911.263   MT  0.99993904   +0 59 59.4
 DN1242;SPC TXNC     - 7,310,917.84  2,525,950.54   sFT  0.99993904   +0 59 59.4
 DN1242;UTM  14      - 3,732,744.809   716,214.187   MT  1.00017635   +1 17 43.8
 DN1242
 DN1242                          SUPERSEDED SURVEY CONTROL
 DN1242
 DN1242  NAD 83(1993)-  33 42 45.69112(N)    096 40 00.38533(W) AD(       ) 4
 DN1242  NAD 83(1986)-  33 42 45.69602(N)    096 40 00.37765(W) AD(       ) 4
 DN1242  NAD 27      -  33 42 45.31600(N)    096 39 59.39100(W) AD(       ) 3
 DN1242
 DN1242.Superseded values are not recommended for survey control.
 DN1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1242.See file dsdata.txt to determine how the superseded data were derived.
 DN1242
 DN1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1621432745(NAD 83)
 DN1242_MARKER: 58 = CONTROL TOWER
 DN1242
 DN1242  HISTORY     - Date     Condition        Report By
 DN1242  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1242  HISTORY     - 1963     GOOD             CGS
 DN1242
 DN1242                          STATION DESCRIPTION
 DN1242
 DN1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1242'THE STATION IS LOCATED AT PERRIN FIELD OF THE U.S. AIR FORCE,
 DN1242'ABOUT 8 MILES AIRLINE NORTHWEST OF SHERMAN.
 DN1242'
 DN1242'THE CONTROL TOWER IS CONSTRUCTED OF FOUR STEEL LEGS WITH
 DN1242'A 10 FOOT SQUARE ROOM ON TOP THAT IS PAINTED RED.  IT IS ABOUT
 DN1242'40 FEET HIGH.  THE CENTER OF THE HOUSE WAS INTERSECTED.
 DN1242
 DN1242                          STATION RECOVERY (1963)
 DN1242
 DN1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 DN1242'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1243 ***********************************************************************
 DN1243  DESIGNATION -  PERRIN AFB WEATHER RADAR DOME
 DN1243  PID         -  DN1243
 DN1243  STATE/COUNTY-  TX/GRAYSON
 DN1243  USGS QUAD   -  SHERMAN NW (1974)
 DN1243
 DN1243                         *CURRENT SURVEY CONTROL
 DN1243  ___________________________________________________________________
 DN1243* NAD 83(1993)-  33 42 46.75872(N)    096 39 59.06535(W)     ADJUSTED  
 DN1243* NAVD 88     -                                                        
 DN1243  ___________________________________________________________________
 DN1243  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 DN1243  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DN1243
 DN1243  HORZ ORDER  -  THIRD
 DN1243
 DN1243.This mark is at Grayson Co (F39) Airport (F39)
 DN1243
 DN1243.The horizontal coordinates were established by classical geodetic methods
 DN1243.and adjusted by the National Geodetic Survey in February 1996..
 DN1243
 DN1243
 DN1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1243
 DN1243.The geoid height was determined by GEOID03.
 DN1243
 DN1243;                    North         East     Units Scale Factor Converg.
 DN1243;SPC TXNC     - 2,228,405.729   769,944.700   MT  0.99993909   +1 00 00.1
 DN1243;SPC TXNC     - 7,311,027.80  2,526,060.24   sFT  0.99993909   +1 00 00.1
 DN1243;UTM  14      - 3,732,778.503   716,247.458   MT  1.00017653   +1 17 44.6
 DN1243
 DN1243                          SUPERSEDED SURVEY CONTROL
 DN1243
 DN1243  NAD 83(1993)-  33 42 46.75983(N)    096 39 59.06413(W) AD(       ) 4
 DN1243  NAD 83(1986)-  33 42 46.76472(N)    096 39 59.05645(W) AD(       ) 4
 DN1243  NAD 27      -  33 42 46.38500(N)    096 39 58.07100(W) AD(       ) 3
 DN1243
 DN1243.Superseded values are not recommended for survey control.
 DN1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1243.See file dsdata.txt to determine how the superseded data were derived.
 DN1243
 DN1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1624732779(NAD 83)
 DN1243_MARKER: 26 = SPHERICAL RADOME
 DN1243
 DN1243  HISTORY     - Date     Condition        Report By
 DN1243  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1243  HISTORY     - 1957     GOOD             CGS
 DN1243  HISTORY     - 1963     GOOD             CGS
 DN1243
 DN1243                          STATION DESCRIPTION
 DN1243
 DN1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1243'THE STATION IS LOCATED AT PERRIN FIELD OF THE U.S. AIR FORCE,
 DN1243'ABOUT 8 MILES AIRLINE NORTHWEST OF SHERMAN.  IT IS ABOUT
 DN1243'200 FEET NORTHEAST OF THE CONTROL TOWER.
 DN1243'
 DN1243'THE RANGE STATION IS DOMED SHAPED, 3 FEET IN DIAMETER AND
 DN1243'PAINTED WHITE.  IT IS LOCATED ON TOP OF A 6 FOOT SQUARE HOUSE
 DN1243'PAINTED RED AND WHITE WHICH IS MOUNTED ON FOUR STEEL LEGS
 DN1243'AND IS ABOUT 80 FEET HIGH.  THE CENTER OF THE DOME WAS
 DN1243'INTERSECTED.
 DN1243'
 DN1243'OFFICE NOTE--LETTER FROM PERRIN AIR FORCE BASE STATES THAT
 DN1243'THE FACILITY IS AN APQ-13 RADAR SET USED FOR WEATHER OBSERVATIONS
 DN1243'AND TRACING THUNDERSTORMS.
 DN1243
 DN1243                          STATION RECOVERY (1957)
 DN1243
 DN1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1243'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1243'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1243
 DN1243                          STATION RECOVERY (1963)
 DN1243
 DN1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 DN1243'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0605 ***********************************************************************
 BN0605  DESIGNATION -  PERRY
 BN0605  PID         -  BN0605
 BN0605  STATE/COUNTY-  TX/BURNET
 BN0605  USGS QUAD   -  NARUNA (1967)
 BN0605
 BN0605                         *CURRENT SURVEY CONTROL
 BN0605  ___________________________________________________________________
 BN0605* NAD 83(1993)-  30 56 07.65016(N)    098 21 24.80364(W)     ADJUSTED  
 BN0605* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 BN0605  ___________________________________________________________________
 BN0605  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 BN0605  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 BN0605
 BN0605  HORZ ORDER  -  FIRST
 BN0605
 BN0605.The horizontal coordinates were established by classical geodetic methods
 BN0605.and adjusted by the National Geodetic Survey in February 1996..
 BN0605
 BN0605.The orthometric height was scaled from a topographic map.
 BN0605
 BN0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0605
 BN0605.The geoid height was determined by GEOID03.
 BN0605
 BN0605;                    North         East     Units Scale Factor Converg.
 BN0605;SPC TX C     - 3,142,329.523   888,853.635   MT  0.99988240   +1 01 04.7
 BN0605;SPC TX C     -10,309,459.44  2,916,180.63   sFT  0.99988240   +1 01 04.7
 BN0605;UTM  14      - 3,422,626.392   561,437.112   MT  0.99964656   +0 19 50.2
 BN0605
 BN0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0605!SPC TX C     -   0.99992800  x   0.99988240  =   0.99981041
 BN0605!UTM  14      -   0.99992800  x   0.99964656  =   0.99957458
 BN0605
 BN0605|---------------------------------------------------------------------|
 BN0605| PID    Reference Object                     Distance      Geod. Az  |
 BN0605|                                                           dddmmss.s |
 BN0605| CV5097 PERRY RM 1                           24.427 METERS 01038     |
 BN0605| CV5098 PERRY RM 2                           15.986 METERS 13420     |
 BN0605| BN0609 GOODRICH RANCH KKL 639 MAST         APPROX. 2.8 KM 2404725.0 |
 BN0605| CV5096 PERRY AZ MK                                        2452726.4 |
 BN0605| CV5099 PERRY RM 3                           26.661 METERS 34730     |
 BN0605|---------------------------------------------------------------------|
 BN0605
 BN0605                          SUPERSEDED SURVEY CONTROL
 BN0605
 BN0605  NAD 83(1986)-  30 56 07.66084(N)    098 21 24.78949(W) AD(       ) 1
 BN0605  NAD 27      -  30 56 07.02900(N)    098 21 23.67700(W) AD(       ) 1
 BN0605
 BN0605.Superseded values are not recommended for survey control.
 BN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0605.See file dsdata.txt to determine how the superseded data were derived.
 BN0605
 BN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV6143722626(NAD 83)
 BN0605_MARKER: DS = TRIANGULATION STATION DISK
 BN0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0605
 BN0605  HISTORY     - Date     Condition        Report By
 BN0605  HISTORY     - 1935     MONUMENTED       CGS
 BN0605  HISTORY     - 1956     GOOD             CGS
 BN0605  HISTORY     - 1958     GOOD             CGS
 BN0605
 BN0605                          STATION DESCRIPTION
 BN0605
 BN0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0605'STATION LOCATED ON LAND OWNED BY MR. R.D. GOODRICH, 4.5 MILES
 BN0605'SSW OF NARUNA, 15.0 MILES NNW OF BURNETT, ON TOP OF A PROMINENT
 BN0605'HILL KNOWN LOCALLY AS LOOKOUT MOUNTAIN, 1/3 MILE W OF RANCH
 BN0605'FOREMAN JIM PERRYS HOUSE.  MARK IS CENTRALLY LOCATED ON TOP OF
 BN0605'HILL, AND PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE
 BN0605'GROUND.
 BN0605'
 BN0605'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BN0605'DISKS SET IN CONCRETE.
 BN0605'
 BN0605'REFERENCE MARK NO. 1 IS 24.435 METERS (80.16 FEET) NNE OF
 BN0605'STATION.  MARK PROJECTS ABOUT 12 INCHES.
 BN0605'
 BN0605'REFERENCE MARK NO. 2 IS 16.000 METERS (52.48 FEET) SE OF THE
 BN0605'STATION.  MARK PROJECTS ABOUT 12 INCHES.
 BN0605'
 BN0605'REFERENCE MARK NO. 3 IS 26.670 METERS (87.52 FEET) N OF THE
 BN0605'STATION.  MARK PROJECTS ABOUT 10 INCHES.
 BN0605'
 BN0605'STATION REACHED FROM THE COURTHOUSE IN LAMPASAS BY GOING W
 BN0605'ON STATE HIGHWAY 53 FOR 0.25 MILE, TURN LEFT (S) ONTO STATE
 BN0605'HIGHWAY 66 FOR 0.9 MILE OR FOR 0.2 MILE AFTER PASSING HANCOCK
 BN0605'SPRINGS TOURIST CAMP, THEN TAKE T-ROAD RIGHT AT SIGN LLANO-NARUNA,
 BN0605'FOLLOW MAIN NARUNA ROAD FOR 1.15 MILES, THEN TAKE MAIN RIGHT
 BN0605'ROAD FOR 8.6 MILES TO NARUNA.  KEEP STRAIGHT (SW) AT T-ROAD
 BN0605'AT LEFT AND GULF PUMPS ON LEFT FOR 4.35 MILES THEN TAKE LEFT
 BN0605'FORK FOR 0.4 MILE TO RANCH HOUSE OCCUPIED BY JIM PERRY.
 BN0605'CONTINUE W THROUGH A WIRE AND PLANK GATE FOR 0.3 MILE.  TAKE
 BN0605'RIGHT FORK FOR 0.05 MILE THEN TURN RIGHT ONTO A VERY DIM
 BN0605'ROAD THROUGH FIELD AT TRIANGULAR BLAZE ON TREE ON
 BN0605'RIGHT FOR 0.35 MILE TO TRIANGULAR BLAZED CEDAR TREE ON
 BN0605'LEFT, TURN LEFT OFF OF ROAD AND GO SW PICKING WAY THROUGH
 BN0605'TREES AND TOWARD PROMINENT HILL FOR 0.1 MILE TO FOOT OF HILL
 BN0605'AND END OF TRUCK TRAVEL.  PROCEED UP HILL TO THE S FOR
 BN0605'ABOUT 150 YARDS TO THE STATION.
 BN0605'
 BN0605'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BN0605
 BN0605                          STATION RECOVERY (1956)
 BN0605
 BN0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0605'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 BN0605'AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  THE LAND IS NOW
 BN0605'OWNED BY THE GOODRICH RANCH.  A COMPLETE NEW DESCRIPTION
 BN0605'FOLLOWS--
 BN0605'
 BN0605'THE STATION IS 15 MILES WEST-NORTHWEST OF BURNET, 4.5 MILES
 BN0605'SOUTH-SOUTHWEST OF NARUNA, AND ON THE SUMMIT OF A PROMINENT
 BN0605'HILL KNOWN LOCALLY AS LOOKOUT MOUNTAIN.
 BN0605'
 BN0605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 BN0605'AND STATE HIGHWAY 29 IN BURNET, GO NORTH ON U.S. HIGHWAY 281
 BN0605'FOR 9.1 MILES TO A STORE AND SERVICE STATION ON THE RIGHT,
 BN0605'CONTINUE NORTHERLY ON THE HIGHWAY FOR 2.55 MILES TO A CROSSROAD
 BN0605'AND SIGN GREENWOOD, TURN LEFT (WEST) AND GO 0.1 MILE TO A
 BN0605'SIDE ROAD ON THE RIGHT, TURN RIGHT (NORTHWESTERLY) AND FOLLOW
 BN0605'THE MAIN ROAD FOR 2.25 MILES TO A T-INTERSECTION, TURN LEFT
 BN0605'AND FOLLOW THE MAIN TRAVELED ROAD FOR 4 MILES TO A CROSSROAD,
 BN0605'TURN LEFT AND FOLLOW THE MAIN ROAD FOR 4.35 MILES TO A CATTLE
 BN0605'GUARD AND SIGN GOODRICH RANCH, CROSS CATTLE GUARD AND
 BN0605'CONTINUE FOR 0.5 MILE TO A WINDMILL ON THE RIGHT.  (THE
 BN0605'AZIMUTH MARK IS 0.3 MILE WEST AND ON THE NORTH SIDE OF THE
 BN0605'ROAD AS DESCRIBED BELOW) TURN RIGHT (NORTH) PASS TO THE RIGHT
 BN0605'(EAST) OF A LARGE BUILDING FOR 0.15 MILE TO THE EAST BASE OF
 BN0605'THE MOUNTAIN, DRIVE WESTERLY TO THE SUMMIT AND STATION.
 BN0605'
 BN0605'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 BN0605'PERRY 1935.
 BN0605'
 BN0605'REFERENCE MARK 1 PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 BN0605'PERRY NO 1 1935.
 BN0605'
 BN0605'REFERENCE MARK 2 PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 BN0605'PERRY NO 2 1935.
 BN0605'
 BN0605'REFERENCE MARK 3 PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 BN0605'PERRY NO 3 1935.
 BN0605'
 BN0605'THE AZIMUTH MARK IS 94 FEET NORTH OF THE CENTER OF THE ROAD,
 BN0605'AND 12 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 BN0605'DISK IS SET FLUSH WITH THE SURFACE OF OUTCROPPING BEDROCK,
 BN0605'AND THE DISK IS STAMPED PERRY 1956.
 BN0605'
 BN0605'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BN0605
 BN0605                          STATION RECOVERY (1958)
 BN0605
 BN0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HMP)
 BN0605'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BN0605'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1406 ***********************************************************************
 BZ1406  DESIGNATION -  PERRY
 BZ1406  PID         -  BZ1406
 BZ1406  STATE/COUNTY-  TX/FALLS
 BZ1406  USGS QUAD   -  RIESEL (1978)
 BZ1406
 BZ1406                         *CURRENT SURVEY CONTROL
 BZ1406  ___________________________________________________________________
 BZ1406* NAD 83(1993)-  31 27 05.08448(N)    096 52 57.51014(W)     ADJUSTED  
 BZ1406* NAVD 88     -       171.68   (+/-2cm)     563.3    (feet)  VERTCON   
 BZ1406  ___________________________________________________________________
 BZ1406  X           -    -652,647.545 (meters)                     COMP
 BZ1406  Y           -  -5,406,922.780 (meters)                     COMP
 BZ1406  Z           -   3,308,768.604 (meters)                     COMP
 BZ1406  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 BZ1406  ELLIP HEIGHT-         146.03  (meters)          (02/16/96) GPS OBS
 BZ1406  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BZ1406
 BZ1406  HORZ ORDER  -  FIRST
 BZ1406  VERT ORDER  -  THIRD ? (See Below)
 BZ1406  ELLP ORDER  -  FIFTH     CLASS I
 BZ1406
 BZ1406.The horizontal coordinates were established by classical geodetic methods
 BZ1406.and adjusted by the National Geodetic Survey in February 1996..
 BZ1406
 BZ1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1406.The vertical order pertains to the NGVD 29 superseded value.
 BZ1406
 BZ1406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1406
 BZ1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1406
 BZ1406.The ellipsoidal height was determined by GPS observations
 BZ1406.and is referenced to NAD 83.
 BZ1406
 BZ1406.The geoid height was determined by GEOID03.
 BZ1406
 BZ1406;                    North         East     Units Scale Factor Converg.
 BZ1406;SPC TX C     - 3,202,937.094 1,027,911.827   MT  0.99991248   +1 46 38.3
 BZ1406;SPC TX C     -10,508,302.78  3,372,407.39   sFT  0.99991248   +1 46 38.3
 BZ1406;UTM  14      - 3,481,571.832   701,198.419   MT  1.00009931   +1 06 18.6
 BZ1406
 BZ1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1406!SPC TX C     -   0.99997707  x   0.99991248  =   0.99988955
 BZ1406!UTM  14      -   0.99997707  x   1.00009931  =   1.00007638
 BZ1406
 BZ1406:                Primary Azimuth Mark                     Grid Az
 BZ1406:SPC TX C     -  PERRY METHODIST CHURCH SPIRE             201 54 09.5
 BZ1406:UTM  14      -  PERRY METHODIST CHURCH SPIRE             202 34 29.2
 BZ1406
 BZ1406|---------------------------------------------------------------------|
 BZ1406| PID    Reference Object                     Distance      Geod. Az  |
 BZ1406|                                                           dddmmss.s |
 BZ1406| BZ1407 PERRY METHODIST CHURCH SPIRE        APPROX. 2.0 KM 2034047.8 |
 BZ1406| CV8945 NW CORNER OF CHURCH                                20547     |
 BZ1406| BZ1303 HEWITT CEMENT CO STACK              APPROX.34.5 KM 2752722.3 |
 BZ1406| BZ1277 WACO GLASS CO WATER TANK            APPROX.28.1 KM 2833711.8 |
 BZ1406| BZ1281 WACO VETERANS HOSP WATER TANK       APPROX.27.9 KM 2835236.8 |
 BZ1406| CV9016 PERRY RM 2                           39.761 METERS 28358     |
 BZ1406| CV9014 PERRY AZ MK                                        3440116.0 |
 BZ1406| CV9015 PERRY RM 1                           29.961 METERS 35842     |
 BZ1406|---------------------------------------------------------------------|
 BZ1406
 BZ1406                          SUPERSEDED SURVEY CONTROL
 BZ1406
 BZ1406  NAD 83(1986)-  31 27 05.09528(N)    096 52 57.49420(W) AD(       ) 1
 BZ1406  NAD 27      -  31 27 04.47500(N)    096 52 56.52100(W) AD(       ) 1
 BZ1406  NGVD 29 (07/19/86)  171.62   (m)          563.1    (f) LEVELING    3  
 BZ1406
 BZ1406.Superseded values are not recommended for survey control.
 BZ1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1406.See file dsdata.txt to determine how the superseded data were derived.
 BZ1406
 BZ1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV0119881572(NAD 83)
 BZ1406_MARKER: DS = TRIANGULATION STATION DISK
 BZ1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1406+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1988
 BZ1406
 BZ1406  HISTORY     - Date     Condition        Report By
 BZ1406  HISTORY     - 1943     MONUMENTED       CGS
 BZ1406  HISTORY     - 1966     SEE DESCRIPTION  USGS
 BZ1406  HISTORY     - 1969     GOOD             CGS
 BZ1406  HISTORY     - 19880617 GOOD
 BZ1406  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1406  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ1406
 BZ1406                          STATION DESCRIPTION
 BZ1406
 BZ1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1406'STATION IS LOCATED ABOUT 10 MILES N OF MARLIN AND ABOUT 4 MILES
 BZ1406'E OF PERRY IN THE CHURCH YARD OF THE LUTHERAN CHURCH.  MARK IS
 BZ1406'SET ABOUT 18 PACES NW OF THE FENCE CORNER, 6 PACES N OF A SMALL
 BZ1406'TREE THAT HAS BEEN SET IN THE CHURCHYARD, AND 85 FEET N OF THE
 BZ1406'NW CORNER OF THE CHURCH.  MARK IS STAMPED PERRY 1943 AND IS
 BZ1406'FLUSH WITH THE GROUND.
 BZ1406'
 BZ1406'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1406'DISKS SET IN CONCRETE.
 BZ1406'
 BZ1406'REFERENCE MARK NO. 1 IS 2 PACES S OF THE FENCE CORNER ON THE S
 BZ1406'SIDE OF THE ROAD TO THE STATION.  MARK IS STAMPED PERRY NO. 1
 BZ1406'1943 AND IS FLUSH WITH THE GROUND.
 BZ1406'
 BZ1406'REFERENCE MARK NO. 2 IS LOCATED AT THE TURN IN THE ROAD TO
 BZ1406'THE STATION, 24 PACES E OF POWER POLE NO. 5 G 21, 12 PACES S
 BZ1406'OF THE CENTER LINE OF THE ROAD, AND 17 PACES W OF THE CENTER
 BZ1406'LINE OF THE ROAD.  MARK IS STAMPED PERRY NO. 2 1943 AND IS
 BZ1406'FLUSH WITH THE GROUND.
 BZ1406'
 BZ1406'AZIMUTH MARK IS 8 PACES N OF THE CENTER LINE OF THE ROAD TO
 BZ1406'THE STATION, 37 PACES NW OF POWER POLE NO. LONG - BELL 8/37
 BZ1406'8/30 WHICH IS OPPOSITE A DRIVE TO A FARM HOUSE, AND 12 PACES
 BZ1406'WESTERLY FROM A SMALL ORCHARD.  MARK IS STAMPED PERRY 1943 AND
 BZ1406'PROJECTS ABOUT 6 INCHES.
 BZ1406'
 BZ1406'TO REACH THE STATION FROM THE RAILROAD STATION IN PERRY GO N
 BZ1406'ON TEXAS ROUTE 6 FOR 1.9 MILES TO A SIDE ROAD RIGHT AT A SIGN
 BZ1406'LUTHERAN CHURCH, TURN RIGHT AND GO 2.5 MILES TO A SIDE ROAD
 BZ1406'RIGHT, TURN RIGHT AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 BZ1406'BY A SMALL ORCHARD, CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO THE
 BZ1406'STATION ON THE LEFT IN THE CHURCH YARD.
 BZ1406'
 BZ1406'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BZ1406
 BZ1406                          STATION RECOVERY (1966)
 BZ1406
 BZ1406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BZ1406'THE STATION IS BELIEVED TO BE BURIED UNDERGROUND IN THE CHURCH
 BZ1406'DRIVEWAY.  THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 BZ1406'
 BZ1406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES N
 BZ1406'OF MARLIN
 BZ1406
 BZ1406                          STATION RECOVERY (1969)
 BZ1406
 BZ1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BZ1406'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS
 BZ1406'VERY POOR AND A NEW ONE FOLLOWS.
 BZ1406'
 BZ1406'ABOUT 10 MILES NORTH OF MARLIN, 4 MILES EAST OF PERRY AND IN
 BZ1406'THE LAWN OF THE TRINITY LUTHERAN CHURCH.  IT IS 148 FEET NORTHEAST
 BZ1406'OF THE CENTER LINE OF ROAD, 120 FEET SOUTHWEST OF THE CENTER LINE OF
 BZ1406'ROAD, 85 FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH, 65
 BZ1406'FEET WEST OF THE NORTHWEST CORNER OF A VOLLEY BALL COURT, 51
 BZ1406'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH AND AT THE
 BZ1406'SOUTH EDGE OF A GRAVELED DRIVEWAY OR PARKING AREA.  THE
 BZ1406'MONUMENT IS 1 INCH UNDERGROUND AND THE DISK IS STAMPED PERRY
 BZ1406'1943.
 BZ1406'
 BZ1406'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND
 BZ1406'FARM ROAD 1240 IN PERRY, GO NORTH ON HIGHWAY 6 FOR 1.9 MILES
 BZ1406'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON THE
 BZ1406'GRAVELED ROAD FOR 2.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 BZ1406'GO SOUTHEASTERLY ON THE GRAVELED ROAD FOR 0.25 MILE TO THE
 BZ1406'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHERLY ON THE GRAVELED
 BZ1406'ROAD FOR 0.55 MILE TO THE CHURCH AND THE STATION.
 BZ1406'
 BZ1406'REFERENCE MARK 1 IS 115 FEET SOUTHWEST OF A POWER POLE, 103
 BZ1406'FEET SOUTHWEST OF CENTER LINE OF A DRIVE TO CEMETERY AND 35 FEET
 BZ1406'SOUTHEAST OF THE CENTER LINE OF THE ROAD.  THE MONUMENT PROJECTS 2
 BZ1406'INCHES AND THE DISK IS STAMPED PERRY NO 1 1943.
 BZ1406'
 BZ1406'REFERENCE MARK 2 IS 70 FEET NORTHEAST OF A POWER POLE, 33 FEET
 BZ1406'NORTHEAST OF THE CENTER LINE OF THE ROAD, 23 FEET SOUTHEAST OF
 BZ1406'THE CENTER LINE OF ROAD AND IN THE NORTHWEST CORNER OF CHURCH
 BZ1406'LAWN.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 BZ1406'PERRY NO 2 1943.
 BZ1406'
 BZ1406'THE AZIMUTH MARK IS 112 FEET NORTHWEST OF THE CENTER LINE OF
 BZ1406'A DRIVEWAY, 26 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BZ1406'1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF
 BZ1406'A FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 BZ1406'STAMPED PERRY 1943.
 BZ1406'
 BZ1406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 BZ1406'EAST OF PERRY
 BZ1406
 BZ1406                          STATION RECOVERY (1988)
 BZ1406
 BZ1406'RECOVERED 1988
 BZ1406'RECOVERED IN GOOD CONDITION.
 BZ1406
 BZ1406                          STATION RECOVERY (2001)
 BZ1406
 BZ1406'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ1406'MARK NOT FOUND.
 BZ1406
 BZ1406                          STATION RECOVERY (2003)
 BZ1406
 BZ1406'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1029 ***********************************************************************
 GK1029  DESIGNATION -  PERRY
 GK1029  PID         -  GK1029
 GK1029  STATE/COUNTY-  TX/OCHILTREE
 GK1029  USGS QUAD   -  HUNTOON (1973)
 GK1029
 GK1029                         *CURRENT SURVEY CONTROL
 GK1029  ___________________________________________________________________
 GK1029* NAD 83(1993)-  36 24 51.02282(N)    100 44 49.35448(W)     ADJUSTED  
 GK1029* NAVD 88     -       888.     (meters)    2913.     (feet)  SCALED    
 GK1029  ___________________________________________________________________
 GK1029  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 GK1029  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GK1029
 GK1029  HORZ ORDER  -  SECOND
 GK1029
 GK1029.This mark is at Perryton Ochiltree Co (PYX) Airport (PYX)
 GK1029
 GK1029.The horizontal coordinates were established by classical geodetic methods
 GK1029.and adjusted by the National Geodetic Survey in February 1996..
 GK1029
 GK1029.The orthometric height was scaled from a topographic map.
 GK1029
 GK1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1029
 GK1029.The geoid height was determined by GEOID03.
 GK1029
 GK1029;                    North         East     Units Scale Factor Converg.
 GK1029;SPC TX N     - 1,268,093.828   267,536.163   MT  1.00006202   +0 26 10.9
 GK1029;SPC TX N     - 4,160,404.50    877,741.56   sFT  1.00006202   +0 26 10.9
 GK1029;SPC OK N     -   160,393.237   353,662.110   MT  0.99995465   -1 37 16.2
 GK1029;SPC OK N     -   526,223.48  1,160,306.44   sFT  0.99995465   -1 37 16.2
 GK1029;UTM  14      - 4,031,305.732   343,363.384   MT  0.99990229   -1 02 14.2
 GK1029
 GK1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1029!SPC TX N     -   0.99986491  x   1.00006202  =   0.99992692
 GK1029!SPC OK N     -   0.99986491  x   0.99995465  =   0.99981957
 GK1029!UTM  14      -   0.99986491  x   0.99990229  =   0.99976721
 GK1029
 GK1029|---------------------------------------------------------------------|
 GK1029| PID    Reference Object                     Distance      Geod. Az  |
 GK1029|                                                           dddmmss.s |
 GK1029| CL3726 PERRY RM 1                           11.375 METERS 00748     |
 GK1029| GK1027 TWICHELL PERRYTON EQUITY ELEV       APPROX. 3.4 KM 0375705.5 |
 GK1029| GK1032 HUNTOON PERRYTON EQUITY ELEV        APPROX.11.3 KM 0654347.8 |
 GK1029| GK1028 PERRYTON AIRPORT BEACON             147.457 METERS 23416     |
 GK1029| GK1065 PERRYTON SOUTH MUNICIPAL TANK       APPROX. 5.6 KM 2405359.3 |
 GK1029| GK1066 PERRYTON RADIO STA KEYE MAST        APPROX. 7.4 KM 2482915.0 |
 GK1029| GK1061 PERRYTON EQUITY GRAIN ELEV          APPROX. 5.3 KM 2525020.3 |
 GK1029| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX. 5.4 KM 2532641.5 |
 GK1029| CL3727 PERRY RM 2                           19.143 METERS 27521     |
 GK1029| CL3725 PERRY AZ MK                                        3575402.6 |
 GK1029|---------------------------------------------------------------------|
 GK1029
 GK1029                          SUPERSEDED SURVEY CONTROL
 GK1029
 GK1029  NAD 83(1993)-  36 24 51.02283(N)    100 44 49.35432(W) AD(       ) 2
 GK1029  NAD 83(1986)-  36 24 51.02864(N)    100 44 49.34292(W) AD(       ) 2
 GK1029  NAD 27      -  36 24 50.91700(N)    100 44 47.80200(W) AD(       ) 2
 GK1029
 GK1029.Superseded values are not recommended for survey control.
 GK1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1029.See file dsdata.txt to determine how the superseded data were derived.
 GK1029
 GK1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4336331306(NAD 83)
 GK1029_MARKER: DS = TRIANGULATION STATION DISK
 GK1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1029
 GK1029  HISTORY     - Date     Condition        Report By
 GK1029  HISTORY     - 1952     MONUMENTED       CGS
 GK1029  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK1029
 GK1029                          STATION DESCRIPTION
 GK1029
 GK1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1029'STATION IS LOCATED, AIRLINE, ABOUT 3-1/2 MILES NORTHEAST OF
 GK1029'PERRYTON, 3 MILES EAST OF STATE HIGHWAY 117, 2 MILES SOUTHWEST
 GK1029'OF TWICHELL AND AT THE NORTHEAST END OF THE PERRYTON AIRPORT.
 GK1029'
 GK1029'THE STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 GK1029'HIGHWAY 83 AND STATE HIGHWAY 117 AT THE NORTH EDGE OF PERRYTON,
 GK1029'GO NORTHEAST ON STATE HIGHWAY 117 FOR 3.5 MILES.  TURN RIGHT,
 GK1029'SOUTH, AND GO 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE
 GK1029'OF THE ROAD.  CONTINUE SOUTH AND GO 0.3 MILE TO THE STATION
 GK1029'ON THE LEFT SIDE OF THE ROAD.
 GK1029'
 GK1029'STATION MARK, STAMPED PERRY 1952, IS A STANDARD DISK SET IN
 GK1029'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 GK1029'INCHES.  IT IS 33 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GK1029'7 FEET WEST OF A FENCE LINE AND 6 FEET WEST OF A WITNESS POST.
 GK1029'
 GK1029'REFERENCE MARK NUMBER 1, STAMPED PERRY NO 1 1952, IS A STANDARD
 GK1029'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK1029'DIAMETER THAT PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION
 GK1029'AS THE STATION.  IT IS 39 FEET EAST OF THE CENTERLINE OF THE
 GK1029'ROAD AND 12 INCHES WEST OF THE FENCE LINE.
 GK1029'
 GK1029'REFERENCE MARK NUMBER 2, STAMPED PERRY NO 2 1952, IS A STANDARD
 GK1029'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK1029'DIAMETER THAT PROJECTS 3 INCHES AND IS 10 INCHES LOWER IN
 GK1029'ELEVATION THAN THE STATION.  IT IS 30 FEET WEST OF THE CENTERLINE
 GK1029'OF THE ROAD AND 12 INCHES EAST OF THE FENCE LINE.
 GK1029'
 GK1029'AZIMUTH MARK, STAMPED PERRY 1952, IS A STANDARD DISK SET IN
 GK1029'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT
 GK1029'PROJECTS 4 INCHES.  IT IS 28 FEET WEST OF THE CENTERLINE OF
 GK1029'THE ROAD AND 18 INCHES EAST OF THE FENCE LINE.
 GK1029
 GK1029                          STATION RECOVERY (1973)
 GK1029
 GK1029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SJS)
 GK1029'ALL MARKS WERE SEARCHED FOR BUT NOT FOUND.
 GK1029'
 GK1029'THEY APPEAR TO LIE IN OR NEXT TO A PLOWED FIELD, AND WERE
 GK1029'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1407 ***********************************************************************
 BZ1407  DESIGNATION -  PERRY METHODIST CHURCH SPIRE
 BZ1407  PID         -  BZ1407
 BZ1407  STATE/COUNTY-  TX/FALLS
 BZ1407  USGS QUAD   -  RIESEL (1978)
 BZ1407
 BZ1407                         *CURRENT SURVEY CONTROL
 BZ1407  ___________________________________________________________________
 BZ1407* NAD 83(1993)-  31 26 05.40508(N)    096 53 28.03438(W)     ADJUSTED  
 BZ1407* NAVD 88     -                                                        
 BZ1407  ___________________________________________________________________
 BZ1407  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 BZ1407  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BZ1407
 BZ1407  HORZ ORDER  -  THIRD
 BZ1407
 BZ1407.The horizontal coordinates were established by classical geodetic methods
 BZ1407.and adjusted by the National Geodetic Survey in February 1996..
 BZ1407
 BZ1407
 BZ1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1407
 BZ1407.The geoid height was determined by GEOID03.
 BZ1407
 BZ1407;                    North         East     Units Scale Factor Converg.
 BZ1407;SPC TX C     - 3,201,075.096 1,027,163.210   MT  0.99991026   +1 46 22.6
 BZ1407;SPC TX C     -10,502,193.88  3,369,951.30   sFT  0.99991026   +1 46 22.6
 BZ1407;UTM  14      - 3,479,718.403   700,427.858   MT  1.00009550   +1 06 00.7
 BZ1407
 BZ1407                          SUPERSEDED SURVEY CONTROL
 BZ1407
 BZ1407  NAD 83(1986)-  31 26 05.41632(N)    096 53 28.01836(W) AD(       ) 4
 BZ1407  NAD 27      -  31 26 04.79900(N)    096 53 27.04400(W) AD(       ) 3
 BZ1407
 BZ1407.Superseded values are not recommended for survey control.
 BZ1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1407.See file dsdata.txt to determine how the superseded data were derived.
 BZ1407
 BZ1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV0042879718(NAD 83)
 BZ1407_MARKER: 90 = CHURCH SPIRE
 BZ1407
 BZ1407  HISTORY     - Date     Condition        Report By
 BZ1407  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1407  HISTORY     - 20010317 GOOD             USPSQD
 BZ1407  HISTORY     - 20031010 GOOD             USPSQD
 BZ1407
 BZ1407                          STATION DESCRIPTION
 BZ1407
 BZ1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1407'THIS INTERSECTION STATION IS THE SPIRE OF THE PERRY METHODIST
 BZ1407'CHURCH WHICH IS LOCATED ABOUT 2 MILES EASTERLY FROM PERRY.
 BZ1407'SPIRE IS ABOUT 60 FEET HIGH AND THE ENTIRE STRUCTURE IS
 BZ1407'PAINTED WHITE.  POINT OBSERVED UPON WAS THE FINIAL.
 BZ1407
 BZ1407                          STATION RECOVERY (2001)
 BZ1407
 BZ1407'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ1407'RECOVERED IN GOOD CONDITION.
 BZ1407
 BZ1407                          STATION RECOVERY (2003)
 BZ1407
 BZ1407'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1099 ***********************************************************************
 GK1099  PACS        -  This is a Primary Airport Control Station.
 GK1099  DESIGNATION -  PERRYPORT
 GK1099  PID         -  GK1099
 GK1099  STATE/COUNTY-  TX/OCHILTREE
 GK1099  USGS QUAD   -  HUNTOON (1973)
 GK1099
 GK1099                         *CURRENT SURVEY CONTROL
 GK1099  ___________________________________________________________________
 GK1099* NAD 83(1993)-  36 24 46.06811(N)    100 44 58.08568(W)     ADJUSTED  
 GK1099* NAVD 88     -       888.89   (meters)    2916.3    (feet)  GPS OBS   
 GK1099  ___________________________________________________________________
 GK1099  X           -    -958,618.642 (meters)                     COMP
 GK1099  Y           -  -5,049,445.565 (meters)                     COMP
 GK1099  Z           -   3,765,662.819 (meters)                     COMP
 GK1099  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 GK1099  ELLIP HEIGHT-         861.45  (meters)          (10/24/00) GPS OBS
 GK1099  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GK1099
 GK1099  HORZ ORDER  -  B
 GK1099  ELLP ORDER  -  FOURTH    CLASS II
 GK1099
 GK1099.This mark is at Perryton Ochiltree Co (PYX) Airport (PYX)
 GK1099
 GK1099.The horizontal coordinates were established by GPS observations
 GK1099.and adjusted by the National Geodetic Survey in February 1996..
 GK1099
 GK1099.The orthometric height was determined by GPS observations and a
 GK1099.high-resolution geoid model.
 GK1099
 GK1099.GPS derived orthometric heights for airport stations designated as
 GK1099.PACS or SACS are published to 2 decimal places.  This maintains
 GK1099.centimeter relative accuracy between the PACS and SACS.  It does
 GK1099.not indicate centimeter accuracy relative to other marks which are
 GK1099.part of the NAVD 88 network.
 GK1099
 GK1099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1099
 GK1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1099
 GK1099.The ellipsoidal height was determined by GPS observations
 GK1099.and is referenced to NAD 83.
 GK1099
 GK1099.The geoid height was determined by GEOID03.
 GK1099
 GK1099;                    North         East     Units Scale Factor Converg.
 GK1099;SPC TX N     - 1,267,939.445   267,319.787   MT  1.00006160   +0 26 05.9
 GK1099;SPC TX N     - 4,159,898.00    877,031.67   sFT  1.00006160   +0 26 05.9
 GK1099;UTM  14      - 4,031,156.988   343,143.145   MT  0.99990314   -1 02 19.3
 GK1099
 GK1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1099!SPC TX N     -   0.99986482  x   1.00006160  =   0.99992641
 GK1099!UTM  14      -   0.99986482  x   0.99990314  =   0.99976797
 GK1099
 GK1099:                Primary Azimuth Mark                     Grid Az
 GK1099:SPC TX N     -  PERRYPORT AZ MK                          001 34 03.8
 GK1099:UTM  14      -  PERRYPORT AZ MK                          003 02 29.0
 GK1099
 GK1099|---------------------------------------------------------------------|
 GK1099| PID    Reference Object                     Distance      Geod. Az  |
 GK1099|                                                           dddmmss.s |
 GK1099| GK1100 PERRYPORT AZ MK                     APPROX. 0.6 KM 0020009.7 |
 GK1099| AD9394 PYX A                               APPROX. 0.6 KM 1723538.7 |
 GK1099|---------------------------------------------------------------------|
 GK1099
 GK1099                          SUPERSEDED SURVEY CONTROL
 GK1099
 GK1099  ELLIP H (02/20/96)  861.46   (m)                       GP(       ) 1 2
 GK1099  NAD 83(1993)-  36 24 46.06966(N)    100 44 58.08813(W) AD(       ) 3
 GK1099  ELLIP H (02/16/96)  861.40   (m)                       GP(       ) 5 1
 GK1099  NAD 83(1993)-  36 24 46.06959(N)    100 44 58.08736(W) AD(       ) 3
 GK1099  NAD 83(1986)-  36 24 46.07627(N)    100 44 58.07617(W) AD(       ) 3
 GK1099  NAD 27      -  36 24 45.96339(N)    100 44 56.54522(W) AD(       ) 3
 GK1099  NGVD 29 (12/08/88)  888.7    (m)         2916.     (f) GPS OBS        
 GK1099
 GK1099.Superseded values are not recommended for survey control.
 GK1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1099.See file dsdata.txt to determine how the superseded data were derived.
 GK1099
 GK1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4314331157(NAD 83)
 GK1099_MARKER: I = METAL ROD
 GK1099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GK1099_SP_SET: OBJECT DRIVEN INTO GROUND
 GK1099_STAMPING: PERRYPORT 1988
 GK1099_MARK LOGO: NGS   
 GK1099_PROJECTION: FLUSH
 GK1099_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1099+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1995
 GK1099_ROD/PIPE-DEPTH: 4.7  meters
 GK1099_SLEEVE-DEPTH  : 0.9 meters
 GK1099
 GK1099  HISTORY     - Date     Condition        Report By
 GK1099  HISTORY     - 1988     MONUMENTED       NGS
 GK1099  HISTORY     - 19950610 GOOD             NGS
 GK1099
 GK1099                          STATION DESCRIPTION
 GK1099
 GK1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1099'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 GK1099'EAST OF PERRYTON, 1.6 KM (1.0 MI) SOUTH OF STATE HIGHWAY 15 AT THE
 GK1099'PERRYTON-OCHILTREE COUNTY AIRPORT.  IT IS IN THE GRASS MEDIAN
 GK1099'BETWEEN THE RUNWAY AND TAXIWAY, AT A RAMP, ABOUT MIDWAY ALONG THE
 GK1099'RUNWAY.
 GK1099'OWNERSHIP--CITY OF PERRYTON AND OCHILTREE COUNTY, 511 SOUTH MAIN
 GK1099'STREET, PERRYTON TX 79070.  AIRPORT MANAGER IS BRIAN FARNEY, PHONE
 GK1099'806-435-4226.
 GK1099'
 GK1099'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 70
 GK1099'IN PERRYTON, GO NORTHEAST ON STATE HIGHWAY 15 FOR 5.8 KM (3.6 MI)
 GK1099'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 1.5 KM (0.9 MI)
 GK1099'TO A PAVED LANE RIGHT, ABOUT 50 METERS BEFORE REACHING AIRPORT
 GK1099'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM
 GK1099'(0.05 MI) TO THE TARMAC.  BEAR LEFT AND GO SOUTHWEST ACROSS TARMAC
 GK1099'FOR 0.2 KM (0.1 MI) TO THE RUNWAY AND THE STATION ON THE RIGHT.
 GK1099'
 GK1099'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GK1099'DRIVEN INTO THE GROUND 4.7 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 GK1099'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 GK1099'PIPE WITH A LOGO CAP STAMPED---PERRYPORT 1988---, THE ROD IS
 GK1099'RECESSED 4 CM BELOW THE GROUND SURFACE.  LOCATED 21.0 METERS (69.0
 GK1099'FT) EAST FROM RUNWAY CENTER, 19.5 METERS (64.0 FT) WEST OF WEST
 GK1099'EDGE OF TAXIWAY, 19.2 METERS (63.0 FT) NORTH OF RAMP CENTER AND 0.9
 GK1099'METER (3.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GK1099'
 GK1099'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 GK1099'ROD DRIVEN INTO THE GROUND 4.7 METERS AND INSIDE A 1-INCH PVC PIPE
 GK1099'THAT IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC
 GK1099'PIPE WITH A LOGO CAP STAMPED---PERRYPORT AZ MK 1988---, THE ROD IS
 GK1099'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 42.1 METERS (138.0
 GK1099'FT) EAST FROM RUNWAY CENTER, 17.7 METERS (58.0 FT) WEST FROM
 GK1099'TAXIWAY CENTER, 3.7 METERS (12.0 FT) NORTH FROM CENTER OF METAL
 GK1099'GRATE AND 0.9 METER (3.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GK1099'
 GK1099'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1099'
 GK1099'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1099'
 GK1099'DESCRIBED BY D.A. BOWLING.
 GK1099
 GK1099                          STATION RECOVERY (1995)
 GK1099
 GK1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK1099'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI)  EAST OF PERRYTON, ON
 GK1099'THE PERRYTON-OCHILTREE COUNTY AIRPORT.  AT THE NORTH SIDE OF THE MID
 GK1099'FIELD CONECTOR.  OWNERSHIP--CITY OF PERRYTON AND OCHILTREE COUNTY, 511
 GK1099'SOUTH MAIN, PERRYTON TX 79070.  THE AIRPORT MANAGER IS LANDRUM
 GK1099'OSBORNE, PHONE 806 435-4226.  TO REACH THE STATION FROM THE JUNCTION
 GK1099'OF STATE HIGHWAYS 15 AND 70 IN PERRYTON, GO 5.8 KM (3.60 MI) NORTHEAST
 GK1099'ON HIGHWAY 15 TO THE AIRPORT ENTRANCE ROAD, TURN RIGHT, SOUTH, GO 1.5
 GK1099'KM (0.95 MI)  TO A PAVED ROAD LEADING TO THE APRON, (50 METERS BEFORE
 GK1099'THE TERMINAL ENTRANCE) TURN RIGHT, WEST, GO 0.16 KM (0.10 MI)  ALONG
 GK1099'THE ROAD, THROUGH THE GATE, AND ACROSS THE APRON TO A TAXI, TURN LEFT,
 GK1099'SOUTH, GO 70 METERS (229.7 FT)  TO THE CONECTOR AND THE STATION ON THE
 GK1099'RIGHT.  THE STATION IS 21.5 M (70.5 FT)  EAST OF THE RUNWAY
 GK1099'CENTERLINE, 19.5 M (64.0 FT)  WEST OF THE WEST EDGE OF THE TAXI, 14.5
 GK1099'M (47.6 FT)  NORTH OF THE CONECTOR CENTERLINE, 1.1 M (3.6 FT)  SOUTH
 GK1099'OF A WITNESS POST, AND 0.3 M (1.0 FT)  BELOW THE LEVEL OF THE RUNWAY.
 GK1099'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 GK1099'DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1100 ***********************************************************************
 GK1100  SACS        -  This is a Secondary Airport Control Station.
 GK1100  DESIGNATION -  PERRYPORT AZ MK
 GK1100  PID         -  GK1100
 GK1100  STATE/COUNTY-  TX/OCHILTREE
 GK1100  USGS QUAD   -  HUNTOON (1973)
 GK1100
 GK1100                         *CURRENT SURVEY CONTROL
 GK1100  ___________________________________________________________________
 GK1100* NAD 83(1993)-  36 25 04.68527(N)    100 44 57.28020(W)     ADJUSTED  
 GK1100* NAVD 88     -       888.63   (meters)    2915.4    (feet)  GPS OBS   
 GK1100  ___________________________________________________________________
 GK1100  X           -    -958,535.340 (meters)                     COMP
 GK1100  Y           -  -5,049,114.382 (meters)                     COMP
 GK1100  Z           -   3,766,124.536 (meters)                     COMP
 GK1100  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 GK1100  ELLIP HEIGHT-         861.20  (meters)          (02/26/01) GPS OBS
 GK1100  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 GK1100
 GK1100  HORZ ORDER  -  FIRST
 GK1100  ELLP ORDER  -  FOURTH    CLASS II
 GK1100
 GK1100.This mark is at Perryton Ochiltree Co (PYX) Airport (PYX)
 GK1100
 GK1100.The horizontal coordinates were established by GPS observations
 GK1100.and adjusted by the National Geodetic Survey in July 1997..
 GK1100
 GK1100.The orthometric height was determined by GPS observations and a
 GK1100.high-resolution geoid model.
 GK1100
 GK1100.GPS derived orthometric heights for airport stations designated as
 GK1100.PACS or SACS are published to 2 decimal places.  This maintains
 GK1100.centimeter relative accuracy between the PACS and SACS.  It does
 GK1100.not indicate centimeter accuracy relative to other marks which are
 GK1100.part of the NAVD 88 network.
 GK1100
 GK1100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1100
 GK1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1100
 GK1100.The ellipsoidal height was determined by GPS observations
 GK1100.and is referenced to NAD 83.
 GK1100
 GK1100.The geoid height was determined by GEOID03.
 GK1100
 GK1100;                    North         East     Units Scale Factor Converg.
 GK1100;SPC TX N     - 1,268,513.473   267,335.498   MT  1.00006318   +0 26 06.3
 GK1100;SPC TX N     - 4,161,781.29    877,083.21   sFT  1.00006318   +0 26 06.3
 GK1100;UTM  14      - 4,031,730.331   343,173.609   MT  0.99990303   -1 02 19.3
 GK1100
 GK1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1100!SPC TX N     -   0.99986486  x   1.00006318  =   0.99992803
 GK1100!UTM  14      -   0.99986486  x   0.99990303  =   0.99976790
 GK1100
 GK1100:                Primary Azimuth Mark                     Grid Az
 GK1100:SPC TX N     -  PERRYPORT                                181 34 03.9
 GK1100:UTM  14      -  PERRYPORT                                183 02 29.5
 GK1100
 GK1100|---------------------------------------------------------------------|
 GK1100| PID    Reference Object                     Distance      Geod. Az  |
 GK1100|                                                           dddmmss.s |
 GK1100| GK1099 PERRYPORT                           APPROX. 0.6 KM 1820010.2 |
 GK1100|---------------------------------------------------------------------|
 GK1100
 GK1100                          SUPERSEDED SURVEY CONTROL
 GK1100
 GK1100  ELLIP H (07/23/97)  861.21   (m)                       GP(       ) 4 2
 GK1100  NAD 83(1993)-  36 25 04.68692(N)    100 44 57.28289(W) AD(       ) 3
 GK1100  ELLIP H (02/16/96)  861.15   (m)                       GP(       ) 5 1
 GK1100  NAD 83(1993)-  36 25 04.68685(N)    100 44 57.28212(W) AD(       ) 3
 GK1100  NAD 83(1986)-  36 25 04.69352(N)    100 44 57.27092(W) AD(       ) 3
 GK1100  NAD 27      -  36 25 04.58093(N)    100 44 55.73986(W) AD(       ) 3
 GK1100  NGVD 29 (12/08/88)  888.4    (m)         2915.     (f) GPS OBS        
 GK1100
 GK1100.Superseded values are not recommended for survey control.
 GK1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1100.See file dsdata.txt to determine how the superseded data were derived.
 GK1100
 GK1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4317431730(NAD 83)
 GK1100_MARKER: I = METAL ROD
 GK1100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GK1100_SP_SET: OBJECT DRIVEN INTO GROUND
 GK1100_STAMPING: PERRYPORT AZ MK 1988
 GK1100_MARK LOGO: NGS   
 GK1100_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1100+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1995
 GK1100
 GK1100  HISTORY     - Date     Condition        Report By
 GK1100  HISTORY     - 1988     MONUMENTED       NGS
 GK1100  HISTORY     - 19950610 GOOD             NGS
 GK1100
 GK1100                          STATION DESCRIPTION
 GK1100
 GK1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1100'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 GK1100'EAST OF PERRYTON, 1.6 KM (1.0 MI) SOUTH OF STATE HIGHWAY 15 AT THE
 GK1100'PERRYTON-OCHILTREE COUNTY AIRPORT.
 GK1100'OWNERSHIP--CITY OF PERRYTON AND OCHILTREE COUNTY, 511 SOUTH MAIN
 GK1100'STREET, PERRYTON, TX 79070.  AIRPORT MANAGER IS BRIAN FARNEY, PHONE
 GK1100'806-435-4226.
 GK1100'
 GK1100'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 70
 GK1100'IN PERRYTON, GO NORTHEAST ON STATE HIGHWAY 15 FOR 5.8 KM (3.6 MI)
 GK1100'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 1.4 KM (0.9 MI)
 GK1100'TO A PAVED LANE RIGHT ABOUT 50 METERS BEFORE REACHING AIRPORT
 GK1100'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM
 GK1100'(0.05 MI) TO THE TARMAC.  TURN RIGHT AND GO NORTH ON TAXIWAY FOR
 GK1100'0.6 KM (0.35 MI) TO A RAMP AND THE MARK ON THE LEFT AT SOUTH SIDE
 GK1100'OF RAMP.
 GK1100'
 GK1100'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GK1100'DRIVEN INTO THE GROUND 4.7 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 GK1100'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 GK1100'PIPE WITH A LOGO CAP STAMPED---PERRYPORT AZ MK 1988---, THE ROD IS
 GK1100'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 42.1 METERS (138.0
 GK1100'FT) EAST OF RUNWAY CENTER, 17.7 METERS (58.0 FT) WEST FROM TAXIWAY
 GK1100'CENTER, 3.7 METERS (12.0 FT) NORTH FROM CENTER OF METAL GRATE AND
 GK1100'0.9 METER (3.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GK1100'
 GK1100'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1100'
 GK1100'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1100'
 GK1100'DESCRIBED BY D.A. BOWLING.
 GK1100
 GK1100                          STATION RECOVERY (1995)
 GK1100
 GK1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK1100'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) EAST OF PERRYTON, AT THE
 GK1100'PERRYTON-OCHILTREE COUNTY AIRPORT.  ON THE SOUTH SIDE OF THE FIRST
 GK1100'CONNECTOR TAXIWAY SOUTH OF THE NORTH RUNWAY END.  OWNERSHIP--CITY OF
 GK1100'PERRYTON AND OCHILTREE COUNTY, 511 SOUTH MAIN, PERRYTON TX 79070. THE
 GK1100'AIRPORT MANAGER IS LANDRUM OSBORNE, PHONE 806 435-4226.  TO REACH THE
 GK1100'STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 70 IN PERRYTON, GO
 GK1100'5.8 KM (3.60 MI) NORTHEAST ON HIGHWAY 15 TO THE AIRPORT ENTRANCE ROAD,
 GK1100'TURN RIGHT, SOUTH, GO 1.5 KM (0.95 MI) TO A PAVED ROAD LEADING TO THE
 GK1100'APRON, (50 METERS BEFORE THE TERMINAL ENTRANCE) TURN RIGHT, WEST, GO
 GK1100'0.16 KM (0.10 MI) ALONG THE ROAD, THROUGH THE GATE, AND ACROSS THE
 GK1100'APRON TO A TAXI, TURN RIGHT, NORTH, GO 0.5 KM (0.30 MI) ALONG THE TAXI
 GK1100'TO A CONNECTOR TAXIWAY AND THE STATION ON THE LEFT.  THE STATION IS
 GK1100'42.1 M (138.1 FT) EAST OF THE RUNWAY CENTERLINE, 36.1 M (118.4 FT)
 GK1100'SOUTH OF THE CONNECTOR TAXIWAY CENTERLINE, 18 M (59.1 FT) WEST OF THE
 GK1100'TAXI CENTERLINE, 0.3 M (1.0 FT) NORTH OF THE NORTHEAST CORNER OF A
 GK1100'CULVERT HEADWALL, 0.9 M (3.0 FT) SOUTH OF A WITHNESS POST, AND 0.4 M
 GK1100'(1.3 FT) BELOW THE LEVEL OF THE TAXIWAY.  NOTE--THE STATION IS A PUNCH
 GK1100'MARK IN THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF
 GK1100'4.7 M (15.4 FT) RECESSED 6 CM BELOW GROUND LEVEL IN A 2.5 CM GREASE
 GK1100'FILLED SLEEVE 90 CM LONG ENCASED IN 13 CM DIAMETER PVC PIPE WITH NGS
 GK1100'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND AND CONCRETE ARE
 GK1100'SET FLUSH WITH THE GROUND.  MARK IS A SECONDARY AIRPORT CONTROL
 GK1100'STATION (SACS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0072 ***********************************************************************
 GK0072  DESIGNATION -  PERRYTON
 GK0072  PID         -  GK0072
 GK0072  STATE/COUNTY-  TX/OCHILTREE
 GK0072  USGS QUAD   -  PERRYTON (1973)
 GK0072
 GK0072                         *CURRENT SURVEY CONTROL
 GK0072  ___________________________________________________________________
 GK0072* NAD 83(1986)-  36 23 42.     (N)    100 48 08.     (W)     SCALED    
 GK0072* NAVD 88     -       894.125  (meters)    2933.48   (feet)  ADJUSTED  
 GK0072  ___________________________________________________________________
 GK0072  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GK0072  DYNAMIC HT  -         893.190 (meters)    2930.41  (feet)  COMP
 GK0072  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 GK0072
 GK0072  VERT ORDER  -  FIRST     CLASS II
 GK0072
 GK0072.The horizontal coordinates were scaled from a topographic map and have
 GK0072.an estimated accuracy of +/- 6 seconds.
 GK0072
 GK0072.The orthometric height was determined by differential leveling
 GK0072.and adjusted by the National Geodetic Survey in June 1991..
 GK0072
 GK0072.The geoid height was determined by GEOID03.
 GK0072
 GK0072.The dynamic height is computed by dividing the NAVD 88
 GK0072.geopotential number by the normal gravity value computed on the
 GK0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0072.degrees latitude (g = 980.6199 gals.).
 GK0072
 GK0072.The modeled gravity was interpolated from observed gravity values.
 GK0072
 GK0072;                    North         East    Units  Estimated Accuracy
 GK0072;SPC TX N     - 1,265,930.      262,600.      MT  (+/- 180 meters Scaled)
 GK0072
 GK0072                          SUPERSEDED SURVEY CONTROL
 GK0072
 GK0072  NGVD 29 (??/??/92)  893.747  (m)         2932.23   (f) ADJ UNCH    1 2
 GK0072
 GK0072.Superseded values are not recommended for survey control.
 GK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0072.See file dsdata.txt to determine how the superseded data were derived.
 GK0072
 GK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF383292(NAD 83)
 GK0072_MARKER: DD = SURVEY DISK
 GK0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0072_SP_SET: POLE BASE
 GK0072_STAMPING: PERRYTON 1933
 GK0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0072+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 GK0072
 GK0072  HISTORY     - Date     Condition        Report By
 GK0072  HISTORY     - 1933     MONUMENTED
 GK0072  HISTORY     - 1934     GOOD             NGS
 GK0072  HISTORY     - 20040927 GOOD             LOCENG
 GK0072
 GK0072                          STATION DESCRIPTION
 GK0072
 GK0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0072'IN PERRYTON.
 GK0072'IN THE OCHILTREE COUNTY COURT HOUSE YARD IN THE WEST BASE OF THE FLAG
 GK0072'POLE.  6 FEET EAST OF THE SIDEWALK ON  MAIN STREET.  72 FEET WEST OF
 GK0072'THE WEST ENTRANCE TO THE COURT HOUSE.
 GK0072
 GK0072                          STATION RECOVERY (2004)
 GK0072
 GK0072'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2004 (MFM)
 GK0072'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1062 ***********************************************************************
 GK1062  DESIGNATION -  PERRYTON
 GK1062  PID         -  GK1062
 GK1062  STATE/COUNTY-  TX/OCHILTREE
 GK1062  USGS QUAD   -  PERRYTON (1973)
 GK1062
 GK1062                         *CURRENT SURVEY CONTROL
 GK1062  ___________________________________________________________________
 GK1062* NAD 83(1993)-  36 23 02.47684(N)    100 48 10.18161(W)     ADJUSTED  
 GK1062* NAVD 88     -       894.13   (+/-2cm)    2933.5    (feet)  VERTCON   
 GK1062  ___________________________________________________________________
 GK1062  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 GK1062  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GK1062
 GK1062  HORZ ORDER  -  FIRST
 GK1062  VERT ORDER  -  THIRD ? (See Below)
 GK1062
 GK1062.The horizontal coordinates were established by classical geodetic methods
 GK1062.and adjusted by the National Geodetic Survey in February 1996..
 GK1062
 GK1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1062.The vertical order pertains to the NGVD 29 superseded value.
 GK1062
 GK1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1062
 GK1062.The geoid height was determined by GEOID03.
 GK1062
 GK1062;                    North         East     Units Scale Factor Converg.
 GK1062;SPC TX N     - 1,264,711.201   262,556.204   MT  1.00005299   +0 24 14.5
 GK1062;SPC TX N     - 4,149,306.67    861,403.15   sFT  1.00005299   +0 24 14.5
 GK1062;SPC OK N     -   157,191.945   348,564.430   MT  0.99995253   -1 39 14.7
 GK1062;SPC OK N     -   515,720.57  1,143,581.80   sFT  0.99995253   -1 39 14.7
 GK1062;UTM  14      - 4,028,052.769   338,298.816   MT  0.99992216   -1 04 10.8
 GK1062
 GK1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1062!SPC TX N     -   0.99986400  x   1.00005299  =   0.99991698
 GK1062!SPC OK N     -   0.99986400  x   0.99995253  =   0.99981654
 GK1062!UTM  14      -   0.99986400  x   0.99992216  =   0.99978617
 GK1062
 GK1062|---------------------------------------------------------------------|
 GK1062| PID    Reference Object                     Distance      Geod. Az  |
 GK1062|                                                           dddmmss.s |
 GK1062| CL3732 PERRYTON RM 1                        40.679 METERS 17536     |
 GK1062| CL3731 PERRYTON AZ MK                                     1793320.2 |
 GK1062| CL3733 PERRYTON RM 2                        27.148 METERS 22918     |
 GK1062|---------------------------------------------------------------------|
 GK1062
 GK1062                          SUPERSEDED SURVEY CONTROL
 GK1062
 GK1062  NAD 83(1993)-  36 23 02.47687(N)    100 48 10.18142(W) AD(       ) 1
 GK1062  NAD 83(1986)-  36 23 02.48268(N)    100 48 10.16968(W) AD(       ) 1
 GK1062  NAD 27      -  36 23 02.36800(N)    100 48 08.63000(W) AD(       ) 1
 GK1062  NGVD 29 (07/19/86)  893.75   (m)         2932.2    (f) LEVELING    3  
 GK1062
 GK1062.Superseded values are not recommended for survey control.
 GK1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1062.See file dsdata.txt to determine how the superseded data were derived.
 GK1062
 GK1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3829928053(NAD 83)
 GK1062_MARKER: DS = TRIANGULATION STATION DISK
 GK1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1062
 GK1062  HISTORY     - Date     Condition        Report By
 GK1062  HISTORY     - 1952     MONUMENTED       CGS
 GK1062  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK1062
 GK1062                          STATION DESCRIPTION
 GK1062
 GK1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1062'THE STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 83,
 GK1062'ABOUT 200 FEET SOUTH OF THE SOUTH CITY LIMITS OF PERRYTON, AND
 GK1062'ABOUT 3/4 MILE SOUTH OF THE CENTER OF THE TOWN.
 GK1062'
 GK1062'THE STATION IS 55 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 GK1062'83, 95 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 14.5
 GK1062'FEET WEST OF A TRIANGULAR BLAZED TELEPHONE POLE, AND 4.5 FEET
 GK1062'WEST OF A WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN
 GK1062'THE TOP OF A 16-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 GK1062'THE GROUND.  THE DISK IS STAMPED--PERRYTON 1952.
 GK1062'
 GK1062'REFERENCE MARK NUMBER ONE IS 45 FEET WEST OF THE CENTER LINE
 GK1062'OF U.S. HIGHWAY 83, 4 FEET NORTH OF AN 8-INCH ELM TREE, AND
 GK1062'ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 GK1062'SET IN THE TOP OF A CONCRETE POST THAT IS 10 INCHES IN DIAMETER
 GK1062'AND PROJECTS 2 INCHES.  THE DISK IS STAMPED--PERRYTON NO 1
 GK1062'1952.
 GK1062'
 GK1062'REFERENCE MARK NUMBER TWO IS 2 FEET NORTHWEST OF A WIRE FENCE,
 GK1062'101 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, AND ABOUT
 GK1062'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET
 GK1062'IN THE TOP OF A CONCRETE POST THAT IS 10 INCHES IN DIAMETER
 GK1062'AND PROJECTS 3 INCHES.  THE DISK IS STAMPED--PERRYTON NO 2 1952.
 GK1062'
 GK1062'THE AZIMUTH MARK IS 12 FEET SOUTH OF A FENCE CORNER, 48 FEET
 GK1062'WEST OF THE CENTER LINE OF U.S. HIGHWAY 83, AND 39 FEET SOUTH
 GK1062'OF THE CENTER LINE OF A DIRT ROAD.  IT IS A STANDARD DISK SET
 GK1062'IN THE TOP OF A CONCRETE POST THAT IS 10 INCHES IN DIAMETER
 GK1062'AND PROJECTS 2 INCHES.  THE DISK IS STAMPED--PERRYTON 1952.
 GK1062'TO REACH THE MARK FROM THE STATION GO SOUTH ON U.S. HIGHWAY
 GK1062'83 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 GK1062'
 GK1062'TO REACH THE STATION FROM THE OCHILTREE COUNTY COURT HOUSE IN
 GK1062'PERRYTON GO SOUTH ON U.S. HIGHWAY 83 FOR 0.55 MILE TO THE STATION
 GK1062'ON THE RIGHT.
 GK1062'
 GK1062'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GK1062
 GK1062                          STATION RECOVERY (1973)
 GK1062
 GK1062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (FEW)
 GK1062'STATION WAS SEARCHED FOR AND NOT FOUND.  DESCRIPTION OF MARK
 GK1062'PLACES IT IN AREA OF PARKING LOT NEAR A DRIVE IN STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1028 ***********************************************************************
 GK1028  DESIGNATION -  PERRYTON AIRPORT BEACON
 GK1028  PID         -  GK1028
 GK1028  STATE/COUNTY-  TX/OCHILTREE
 GK1028  USGS QUAD   -  HUNTOON (1973)
 GK1028
 GK1028                         *CURRENT SURVEY CONTROL
 GK1028  ___________________________________________________________________
 GK1028* NAD 83(1993)-  36 24 48.22947(N)    100 44 54.15933(W)     ADJUSTED  
 GK1028* NAVD 88     -                                                        
 GK1028  ___________________________________________________________________
 GK1028  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 GK1028  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GK1028
 GK1028  HORZ ORDER  -  THIRD
 GK1028
 GK1028.This mark is at Perryton Ochiltree Co (PYX) Airport (PYX)
 GK1028
 GK1028.The horizontal coordinates were established by classical geodetic methods
 GK1028.and adjusted by the National Geodetic Survey in February 1996..
 GK1028
 GK1028
 GK1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1028
 GK1028.The geoid height was determined by GEOID03.
 GK1028
 GK1028;                    North         East     Units Scale Factor Converg.
 GK1028;SPC TX N     - 1,268,006.812   267,417.106   MT  1.00006178   +0 26 08.1
 GK1028;SPC TX N     - 4,160,119.02    877,350.96   sFT  1.00006178   +0 26 08.1
 GK1028;SPC OK N     -   160,310.561   353,540.019   MT  0.99995459   -1 37 19.0
 GK1028;SPC OK N     -   525,952.23  1,159,905.88   sFT  0.99995459   -1 37 19.0
 GK1028;UTM  14      - 4,031,221.820   343,242.149   MT  0.99990276   -1 02 17.0
 GK1028
 GK1028                          SUPERSEDED SURVEY CONTROL
 GK1028
 GK1028  NAD 83(1993)-  36 24 48.22951(N)    100 44 54.15914(W) AD(       ) 4
 GK1028  NAD 83(1986)-  36 24 48.23508(N)    100 44 54.14732(W) AD(       ) 4
 GK1028  NAD 27      -  36 24 48.12600(N)    100 44 52.60200(W) AD(       ) 3
 GK1028
 GK1028.Superseded values are not recommended for survey control.
 GK1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1028.See file dsdata.txt to determine how the superseded data were derived.
 GK1028
 GK1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4324231222(NAD 83)
 GK1028_MARKER: 21 = AIRPORT BEACON
 GK1028
 GK1028  HISTORY     - Date     Condition        Report By
 GK1028  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK1028
 GK1028                          STATION DESCRIPTION
 GK1028
 GK1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1028'PERRYTON AIRPORT BEACON IS LOCATED ABOUT 3 MILES EAST NORTHEAST
 GK1028'OF PERRYTON AT THE PERRYTON MUNICIPAL AIRPORT.  IT IS A REVOLVING
 GK1028'LIGHT MOUNTED ON A STEEL TOWER THAT IS ABOUT 60 FEET IN HEIGHT.
 GK1028'THE CENTER OF THE REVOLVING LIGHT WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1064 ***********************************************************************
 GK1064  DESIGNATION -  PERRYTON BLACK WATER TANK
 GK1064  PID         -  GK1064
 GK1064  STATE/COUNTY-  TX/OCHILTREE
 GK1064  USGS QUAD   -  PERRYTON (1973)
 GK1064
 GK1064                         *CURRENT SURVEY CONTROL
 GK1064  ___________________________________________________________________
 GK1064* NAD 83(1993)-  36 24 00.19278(N)    100 48 07.91675(W)     ADJUSTED  
 GK1064* NAVD 88     -                                                        
 GK1064  ___________________________________________________________________
 GK1064  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 GK1064  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GK1064
 GK1064  HORZ ORDER  -  THIRD
 GK1064
 GK1064.The horizontal coordinates were established by classical geodetic methods
 GK1064.and adjusted by the National Geodetic Survey in February 1996..
 GK1064
 GK1064
 GK1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1064
 GK1064.The geoid height was determined by GEOID03.
 GK1064
 GK1064;                    North         East     Units Scale Factor Converg.
 GK1064;SPC TX N     - 1,266,490.688   262,600.097   MT  1.00005776   +0 24 15.8
 GK1064;SPC TX N     - 4,155,144.87    861,547.15   sFT  1.00005776   +0 24 15.8
 GK1064;SPC OK N     -   158,968.526   348,672.190   MT  0.99995362   -1 39 13.4
 GK1064;SPC OK N     -   521,549.24  1,143,935.34   sFT  0.99995362   -1 39 13.4
 GK1064;UTM  14      - 4,029,830.301   338,388.453   MT  0.99992180   -1 04 10.9
 GK1064
 GK1064                          SUPERSEDED SURVEY CONTROL
 GK1064
 GK1064  NAD 83(1993)-  36 24 00.19274(N)    100 48 07.91675(W) AD(       ) 4
 GK1064  NAD 83(1986)-  36 24 00.19777(N)    100 48 07.90378(W) AD(       ) 4
 GK1064  NAD 27      -  36 24 00.08000(N)    100 48 06.37000(W) AD(       ) 3
 GK1064
 GK1064.Superseded values are not recommended for survey control.
 GK1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1064.See file dsdata.txt to determine how the superseded data were derived.
 GK1064
 GK1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3838829830(NAD 83)
 GK1064_MARKER: 51 = TANK
 GK1064
 GK1064  HISTORY     - Date     Condition        Report By
 GK1064  HISTORY     - 1931     FIRST OBSERVED   CGS
 GK1064
 GK1064                          STATION DESCRIPTION
 GK1064
 GK1064'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1061 ***********************************************************************
 GK1061  DESIGNATION -  PERRYTON EQUITY GRAIN ELEV
 GK1061  PID         -  GK1061
 GK1061  STATE/COUNTY-  TX/OCHILTREE
 GK1061  USGS QUAD   -  PERRYTON (1973)
 GK1061
 GK1061                         *CURRENT SURVEY CONTROL
 GK1061  ___________________________________________________________________
 GK1061* NAD 83(1993)-  36 24 00.39224(N)    100 48 11.97678(W)     ADJUSTED  
 GK1061* NAVD 88     -                                                        
 GK1061  ___________________________________________________________________
 GK1061  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 GK1061  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GK1061
 GK1061  HORZ ORDER  -  THIRD
 GK1061
 GK1061.The horizontal coordinates were established by classical geodetic methods
 GK1061.and adjusted by the National Geodetic Survey in February 1996..
 GK1061
 GK1061
 GK1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1061
 GK1061.The geoid height was determined by GEOID03.
 GK1061
 GK1061;                    North         East     Units Scale Factor Converg.
 GK1061;SPC TX N     - 1,266,496.123   262,498.881   MT  1.00005777   +0 24 13.5
 GK1061;SPC TX N     - 4,155,162.70    861,215.08   sFT  1.00005777   +0 24 13.5
 GK1061;SPC OK N     -   158,977.591   348,571.245   MT  0.99995363   -1 39 15.8
 GK1061;SPC OK N     -   521,578.98  1,143,604.16   sFT  0.99995363   -1 39 15.8
 GK1061;UTM  14      - 4,029,838.337   338,287.424   MT  0.99992221   -1 04 13.3
 GK1061
 GK1061                          SUPERSEDED SURVEY CONTROL
 GK1061
 GK1061  NAD 83(1993)-  36 24 00.39226(N)    100 48 11.97660(W) AD(       ) 4
 GK1061  NAD 83(1986)-  36 24 00.39775(N)    100 48 11.96452(W) AD(       ) 4
 GK1061  NAD 27      -  36 24 00.28900(N)    100 48 10.42400(W) AD(       ) 3
 GK1061
 GK1061.Superseded values are not recommended for survey control.
 GK1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1061.See file dsdata.txt to determine how the superseded data were derived.
 GK1061
 GK1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3828729838(NAD 83)
 GK1061_MARKER: 65 = GRAIN ELEVATOR
 GK1061
 GK1061  HISTORY     - Date     Condition        Report By
 GK1061  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK1061
 GK1061                          STATION DESCRIPTION
 GK1061
 GK1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1061'STATION IS A LARGE, WHITE, CONCRETE STRUCTURE CONSISTING OF
 GK1061'CYLINDRICAL SHAPED TANKS THAT ARE 110 FEET IN HEIGHT.  THERE
 GK1061'ARE TWO SQUARE HEAD HOUSES ON TOP OF TANKS.  THE HIGHEST
 GK1061'HEAD HOUSE, AND EASTERLY ONE OF THE TWO EXTENDS 40 FEET ABOVE
 GK1061'THE TANKS.  THE CENTER OF THE HIGHEST AND MOST EASTERLY HEAD
 GK1061'HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1060 ***********************************************************************
 GK1060  DESIGNATION -  PERRYTON NORTH MUNICIPAL TANK
 GK1060  PID         -  GK1060
 GK1060  STATE/COUNTY-  TX/OCHILTREE
 GK1060  USGS QUAD   -  PERRYTON (1973)
 GK1060
 GK1060                         *CURRENT SURVEY CONTROL
 GK1060  ___________________________________________________________________
 GK1060* NAD 83(1993)-  36 24 00.87340(N)    100 48 17.83330(W)     ADJUSTED  
 GK1060* NAVD 88     -                                                        
 GK1060  ___________________________________________________________________
 GK1060  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GK1060  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GK1060
 GK1060  HORZ ORDER  -  THIRD
 GK1060
 GK1060.The horizontal coordinates were established by classical geodetic methods
 GK1060.and adjusted by the National Geodetic Survey in February 1996..
 GK1060
 GK1060
 GK1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1060
 GK1060.The geoid height was determined by GEOID03.
 GK1060
 GK1060;                    North         East     Units Scale Factor Converg.
 GK1060;SPC TX N     - 1,266,509.927   262,352.837   MT  1.00005781   +0 24 10.1
 GK1060;SPC TX N     - 4,155,207.99    860,735.93   sFT  1.00005781   +0 24 10.1
 GK1060;SPC OK N     -   158,996.630   348,425.806   MT  0.99995363   -1 39 19.2
 GK1060;SPC OK N     -   521,641.44  1,143,127.00   sFT  0.99995363   -1 39 19.2
 GK1060;UTM  14      - 4,029,855.892   338,141.803   MT  0.99992279   -1 04 16.8
 GK1060
 GK1060                          SUPERSEDED SURVEY CONTROL
 GK1060
 GK1060  NAD 83(1993)-  36 24 00.87339(N)    100 48 17.83314(W) AD(       ) 4
 GK1060  NAD 83(1986)-  36 24 00.87883(N)    100 48 17.82100(W) AD(       ) 4
 GK1060  NAD 27      -  36 24 00.76600(N)    100 48 16.27900(W) AD(       ) 3
 GK1060
 GK1060.Superseded values are not recommended for survey control.
 GK1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1060.See file dsdata.txt to determine how the superseded data were derived.
 GK1060
 GK1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3814229856(NAD 83)
 GK1060_MARKER: 53 = ELEVATED TANK
 GK1060
 GK1060  HISTORY     - Date     Condition        Report By
 GK1060  HISTORY     - 1931     FIRST OBSERVED   CGS
 GK1060  HISTORY     - 1952     GOOD             CGS
 GK1060
 GK1060                          STATION DESCRIPTION
 GK1060
 GK1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK1060'STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF PERRYTON.
 GK1060'IT IS A LARGE SILVER TANK, WITH A BALL ON TOP, THAT IS 153 FEET
 GK1060'IN HEIGHT.  THE TANK IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.
 GK1060'PERRYTON IS PAINTED ON THE SIDE OF THE TANK.  THE BALL ON
 GK1060'TOP OF TANK WAS INTERSECTED.
 GK1060'
 GK1060'PROBABLY THE SAME STATION AS PERRYTON, MUNI. W.T. (SILVER),
 GK1060'1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1066 ***********************************************************************
 GK1066  DESIGNATION -  PERRYTON RADIO STA KEYE MAST
 GK1066  PID         -  GK1066
 GK1066  STATE/COUNTY-  TX/OCHILTREE
 GK1066  USGS QUAD   -  PERRYTON (1973)
 GK1066
 GK1066                         *CURRENT SURVEY CONTROL
 GK1066  ___________________________________________________________________
 GK1066* NAD 83(1993)-  36 23 22.88159(N)    100 49 25.65287(W)     ADJUSTED  
 GK1066* NAVD 88     -                                                        
 GK1066  ___________________________________________________________________
 GK1066  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 GK1066  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GK1066
 GK1066  HORZ ORDER  -  THIRD
 GK1066
 GK1066.The horizontal coordinates were established by classical geodetic methods
 GK1066.and adjusted by the National Geodetic Survey in February 1996..
 GK1066
 GK1066
 GK1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1066
 GK1066.The geoid height was determined by GEOID03.
 GK1066
 GK1066;                    North         East     Units Scale Factor Converg.
 GK1066;SPC TX N     - 1,265,327.110   260,670.841   MT  1.00005467   +0 23 30.8
 GK1066;SPC TX N     - 4,151,327.36    855,217.58   sFT  1.00005467   +0 23 30.8
 GK1066;SPC OK N     -   157,875.100   346,702.592   MT  0.99995291   -1 39 59.2
 GK1066;SPC OK N     -   517,961.89  1,137,473.42   sFT  0.99995291   -1 39 59.2
 GK1066;UTM  14      - 4,028,716.884   336,430.158   MT  0.99992965   -1 04 56.1
 GK1066
 GK1066                          SUPERSEDED SURVEY CONTROL
 GK1066
 GK1066  NAD 83(1993)-  36 23 22.88161(N)    100 49 25.65269(W) AD(       ) 4
 GK1066  NAD 83(1986)-  36 23 22.88713(N)    100 49 25.64044(W) AD(       ) 4
 GK1066  NAD 27      -  36 23 22.77500(N)    100 49 24.10000(W) AD(       ) 3
 GK1066
 GK1066.Superseded values are not recommended for survey control.
 GK1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1066.See file dsdata.txt to determine how the superseded data were derived.
 GK1066
 GK1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3643028717(NAD 83)
 GK1066_MARKER: 42 = RADIO/TV MAST
 GK1066
 GK1066  HISTORY     - Date     Condition        Report By
 GK1066  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK1066
 GK1066                          STATION DESCRIPTION
 GK1066
 GK1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK1066'STATION IS LOCATED ABOUT 1 MILE WEST OF PERRYTON ON THE SOUTH
 GK1066'SIDE OF STATE HIGHWAY 117.  THE RADIO MAST IS OF STEEL
 GK1066'CONSTRUCTION, ALTERNATELY PAINTED ORANGE AND WHITE, AND 153
 GK1066'FEET IN HEIGHT.  THE TOP OF MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1065 ***********************************************************************
 GK1065  DESIGNATION -  PERRYTON SOUTH MUNICIPAL TANK
 GK1065  PID         -  GK1065
 GK1065  STATE/COUNTY-  TX/OCHILTREE
 GK1065  USGS QUAD   -  PERRYTON (1973)
 GK1065
 GK1065                         *CURRENT SURVEY CONTROL
 GK1065  ___________________________________________________________________
 GK1065* NAD 83(1993)-  36 23 22.08646(N)    100 48 06.88188(W)     ADJUSTED  
 GK1065* NAVD 88     -                                                        
 GK1065  ___________________________________________________________________
 GK1065  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GK1065  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GK1065
 GK1065  HORZ ORDER  -  THIRD
 GK1065
 GK1065.The horizontal coordinates were established by classical geodetic methods
 GK1065.and adjusted by the National Geodetic Survey in February 1996..
 GK1065
 GK1065
 GK1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1065
 GK1065.The geoid height was determined by GEOID03.
 GK1065
 GK1065;                    North         East     Units Scale Factor Converg.
 GK1065;SPC TX N     - 1,265,316.245   262,634.179   MT  1.00005460   +0 24 16.4
 GK1065;SPC TX N     - 4,151,291.71    861,658.97   sFT  1.00005460   +0 24 16.4
 GK1065;SPC OK N     -   157,793.737   348,664.073   MT  0.99995289   -1 39 12.7
 GK1065;SPC OK N     -   517,694.95  1,143,908.71   sFT  0.99995289   -1 39 12.7
 GK1065;UTM  14      - 4,028,655.528   338,392.314   MT  0.99992179   -1 04 09.3
 GK1065
 GK1065                          SUPERSEDED SURVEY CONTROL
 GK1065
 GK1065  NAD 83(1993)-  36 23 22.08648(N)    100 48 06.88169(W) AD(       ) 4
 GK1065  NAD 83(1986)-  36 23 22.09201(N)    100 48 06.86957(W) AD(       ) 4
 GK1065  NAD 27      -  36 23 21.97800(N)    100 48 05.33000(W) AD(       ) 3
 GK1065
 GK1065.Superseded values are not recommended for survey control.
 GK1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1065.See file dsdata.txt to determine how the superseded data were derived.
 GK1065
 GK1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3839228656(NAD 83)
 GK1065_MARKER: 53 = ELEVATED TANK
 GK1065
 GK1065  HISTORY     - Date     Condition        Report By
 GK1065  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK1065
 GK1065                          STATION DESCRIPTION
 GK1065
 GK1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK1065'STATION IS LOCATED IN THE SOUTH PART OF THE TOWN OF PERRYTON.
 GK1065'IT IS A LARGE SILVER TANK, WITH A BALL ON TOP, THAT IS 153
 GK1065'FEET IN HEIGHT.  THE TANK IS SUPPORTED BY SIX STRUCTURAL
 GK1065'STEEL LEGS.  THE BALL ON TOP OF TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0418 ***********************************************************************
 BA0418  DESIGNATION -  PERSIMMON
 BA0418  PID         -  BA0418
 BA0418  STATE/COUNTY-  TX/BREWSTER
 BA0418  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0418
 BA0418                         *CURRENT SURVEY CONTROL
 BA0418  ___________________________________________________________________
 BA0418* NAD 83(1993)-  29 39 30.60979(N)    103 09 46.83279(W)     ADJUSTED  
 BA0418* NAVD 88     -      1143.     (meters)    3750.     (feet)  SCALED    
 BA0418  ___________________________________________________________________
 BA0418  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 BA0418  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BA0418
 BA0418  HORZ ORDER  -  FIRST
 BA0418
 BA0418.The horizontal coordinates were established by classical geodetic methods
 BA0418.and adjusted by the National Geodetic Survey in February 1996..
 BA0418
 BA0418.The orthometric height was scaled from a topographic map.
 BA0418
 BA0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0418
 BA0418.The geoid height was determined by GEOID03.
 BA0418
 BA0418;                    North         East     Units Scale Factor Converg.
 BA0418;SPC TXSC     - 4,209,449.656   197,092.425   MT  0.99987913   -2 02 22.2
 BA0418;SPC TXSC     -13,810,502.75    646,627.40   sFT  0.99987913   -2 02 22.2
 BA0418;UTM  13      - 3,282,356.313   677,792.643   MT  0.99999003   +0 54 33.2
 BA0418
 BA0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0418!SPC TXSC     -   0.99982387  x   0.99987913  =   0.99970302
 BA0418!UTM  13      -   0.99982387  x   0.99999003  =   0.99981390
 BA0418
 BA0418|---------------------------------------------------------------------|
 BA0418| PID    Reference Object                     Distance      Geod. Az  |
 BA0418|                                                           dddmmss.s |
 BA0418| CI0178 PERSIMMON RM 1                        5.800 METERS 13044     |
 BA0418| BA0043 2970                                               3264200.3 |
 BA0418| CI0179 PERSIMMON RM 2                        6.190 METERS 32823     |
 BA0418|---------------------------------------------------------------------|
 BA0418
 BA0418                          SUPERSEDED SURVEY CONTROL
 BA0418
 BA0418  NAD 83(1986)-  29 39 30.60143(N)    103 09 46.84262(W) AD(       ) 1
 BA0418  NAD 27      -  29 39 29.90100(N)    103 09 45.22700(W) AD(       ) 1
 BA0418
 BA0418.Superseded values are not recommended for survey control.
 BA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0418.See file dsdata.txt to determine how the superseded data were derived.
 BA0418
 BA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN7779382356(NAD 83)
 BA0418_MARKER: DD = SURVEY DISK
 BA0418_SETTING: 66 = SET IN ROCK OUTCROP
 BA0418_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BA0418
 BA0418  HISTORY     - Date     Condition        Report By
 BA0418  HISTORY     - 1934     MONUMENTED       CGS
 BA0418  HISTORY     - 1943     GOOD             CGS
 BA0418  HISTORY     - 1958     GOOD             AMS
 BA0418
 BA0418                          STATION DESCRIPTION
 BA0418
 BA0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0418'THE STATION IS ABOUT 3/4 MILE S OF PERSIMMON GAP IN THE SANTIAGO
 BA0418'MOUNTAINS.  3/4 MILE NE OF THE PERSIMMON GAP SERVICE STATION.
 BA0418'ON THE HIGHEST POINT OF THE HIGHEST KNOB OF THE MOUNTAINS JUST
 BA0418'S OF PERSIMMON GAP.
 BA0418'
 BA0418'THE STATION CONSISTS OF A BRONZE DISK SET IN A DRILL HOLE IN
 BA0418'BEDROCK ON THE HIGHEST POINT ON THE KNOB NEAR A ROCK CAIRN WHICH
 BA0418'IS ABOUT 3 FEET HIGH AND HAS A BASE OF ABOUT 4 FEET SQUARE.
 BA0418'
 BA0418'REFERENCE MARK NO. 1 CONSISTS OF A BRONZE DISK SET IN A DRILL
 BA0418'HOLE IN BEDROCK AND IS 5.80 METERS (19.10 FEET) E OF THE STATION
 BA0418'AND ON THE SAME KNOB AS THE STATION.
 BA0418'
 BA0418'REFERENCE MARK NO. 2 CONSISTS OF A BRONZE DISK SET IN A DRILL
 BA0418'HOLE IN BEDROCK AND IS 6.19 METERS (20.3 FEET) NW OF THE STATION
 BA0418'AND ON THE SAME KNOB AS THE STATION.
 BA0418'
 BA0418'THE U.S.G.S. BENCH MARK IN PERSIMMON GAP WAS USED FOR AN
 BA0418'AZIMUTH MARK.  IT CONSISTS OF A LENGTH OF 2-INCH GALVANIZED PIPE
 BA0418'WITH A BRASS CAP THAT PROJECTS ABOUT 1-1/2 FEET ABOVE THE GROUND.
 BA0418'IT IS SLANTING TOWARDS THE N.  IT IS ABOUT 11 FEET FROM THE CENTER
 BA0418'OF THE ROAD AND ON THE W SIDE OF THE ROAD.  THE BRASS DISK IS
 BA0418'MARKED 2971 FEET.
 BA0418'
 BA0418'REACHED FROM MARATHON POST OFFICE BY GOING S ACROSS RAILROAD
 BA0418'TRACKS AND FOLLOWING MAIN GRADED GRAVEL ROAD (BOQUILLAS AND HOT
 BA0418'SPRINGS ROAD) 1.9 MILES TO FORKS.  TAKE LEFT FORK ON HOT SPRINGS
 BA0418'ROAD AND FOLLOW IT S 29.2 MILES TO WHERE A WELL-USED ROAD TURNS
 BA0418'LEFT TO CRAWFORD RANCH AT A YELLOW HUNTING SIGN.  CONTINUE
 BA0418'STRAIGHT AHEAD ON HOT SPRINGS ROAD 2.3 MILES TO WHERE ANOTHER
 BA0418'WELL-TRAVELED ROAD TURNS LEFT TO THE STILLWELL RANCH.  CONTINUE
 BA0418'STRAIGHT AHEAD ON HOT SPRINGS ROAD 2.25 MILES TO WHERE ANOTHER
 BA0418'WELL-USED ROAD FORKS TO THE LEFT AND GO TO STILLWELL CROSSING
 BA0418'AND THE BLACK GAP RANCH.  CONTINUE ON RIGHT FORK (HOT
 BA0418'SPRINGS ROAD) 0.4 MILE TO CONCRETE BRIDGE.  CONTINUE 5.35
 BA0418'MILES TO PERSIMMON GAP.  THIS POINT IS AT TOP OF GAP AND
 BA0418'WHERE U.S.G.S.  BENCH MARK IS LOCATED ON THE RIGHT SIDE OF THE
 BA0418'ROAD.  CONTINUE S 0.3 MILE.  TURN LEFT HERE AND DRIVE TRUCK
 BA0418'0.25 MILE TOWARDS BASE OF PEAK.  FROM HERE PACK SE UP THE NW
 BA0418'CORNER OF RIDGE TO THE HIGHEST POINT AND STATION.  PACK IS
 BA0418'STEEP AND REQUIRED ABOUT 1/2-HOUR WITHOUT LOAD.
 BA0418
 BA0418                          STATION RECOVERY (1943)
 BA0418
 BA0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0418'THE STATION IS LOCATED IN THE SE END OF THE SANTIAGO MOUNTAINS,
 BA0418'3/4 MILE SE OF PERSIMMON GAP, 3/4 MILE NE OF THE PERSIMMON GAP
 BA0418'SERVICE STATION, AND 40 MILES SSE OF MARATHON.  IT IS ON THE
 BA0418'HIGHEST POINT OF THE MOUNTAINS JUST E OF THE MARATHON-TERLINGUA
 BA0418'HIGHWAY.
 BA0418'
 BA0418'THE STATION IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 BA0418'OUTCROPPING BEDROCK ON THE HIGHEST POINT OF THE MOUNTAIN.  IT IS
 BA0418'STAMPED PERSIMMON 1934.
 BA0418'
 BA0418'REFERENCE MARK NO. 1 CONSISTS OF A BRONZE DISK CEMENTED IN A
 BA0418'DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE GROUND.  IT IS
 BA0418'STAMPED PERSIMMON NO. 1 1934.
 BA0418'
 BA0418'REFERENCE MARK NO. 2 CONSISTS OF A BRONZE DISK CEMENTED IN A
 BA0418'DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE GROUND.  IT IS
 BA0418'STAMPED PERSIMMON NO. 2 1934.
 BA0418'
 BA0418'THE AZIMUTH MARK IS ON THE SUMMIT OF PERSIMMON GAP AND ON THE
 BA0418'W SIDE OF THE ROAD.  IT IS U.S.G.S. BENCH MARK ON THE TOP OF A
 BA0418'3-INCH PIPE WHICH PROJECTS 1-1/2 FEET AND IS STAMPED 2970 FEET.
 BA0418'
 BA0418'THE FOLLOWING ROUTE TO THE STATION IS A REVISION OF THE ORIGINAL
 BA0418'DESCRIPTION AND IS ADEQUATE--TO REACH FROM MARATHON GO S ON
 BA0418'THE TERLINGUA HIGHWAY 227 FOR 36.4 MILES TO A NARROW CONCRETE
 BA0418'BRIDGE OVER MARAVILLAS CREEK.  CONTINUE S ON THE HIGHWAY 5.3
 BA0418'MILES TO THE SUMMIT OF PERSIMMON GAP AND THE AZIMUTH MARK ON
 BA0418'THE RIGHT (A U.S.G.S. BENCH MARK).  CONTINUE S DOWNGRADE 0.5
 BA0418'MILE.  TURN LEFT AND GO E ACROSS COUNTRY 1/4 MILE TO A WASH AND
 BA0418'THE END OF TRUCK TRAVEL.  PACK SE UP A STEEP, ROCKY SLOPE TO THE
 BA0418'HIGHEST POINT AND STATION.  A 3/4-HOUR PACK.
 BA0418
 BA0418                          STATION RECOVERY (1958)
 BA0418
 BA0418'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0418'STATION WAS RECOVERED AS DESCRIBED.
 BA0418'
 BA0418'THE STATION IS LOCATED ON THE HIGHEST POINT OF MOUNTAIN, 35 FEET
 BA0418'SSE OF SHEER DROP NNW.  8 FEET NNE OF SHEER DROP SSW.  7 FEET
 BA0418'SSW OF SHEER DROP NNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2091 ***********************************************************************
 AN2091  DESIGNATION -  PETE 1934
 AN2091  PID         -  AN2091
 AN2091  STATE/COUNTY-  TX/ARANSAS
 AN2091  USGS QUAD   -  LAMAR (1979)
 AN2091
 AN2091                         *CURRENT SURVEY CONTROL
 AN2091  ___________________________________________________________________
 AN2091* NAD 83(1993)-  28 11 08.35934(N)    097 00 17.51707(W)     ADJUSTED  
 AN2091* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2091  ___________________________________________________________________
 AN2091  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AN2091  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN2091
 AN2091  HORZ ORDER  -  THIRD
 AN2091
 AN2091.The horizontal coordinates were established by classical geodetic methods
 AN2091.and adjusted by the National Geodetic Survey in February 1996..
 AN2091
 AN2091.The orthometric height was scaled from a topographic map.
 AN2091
 AN2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2091
 AN2091.The geoid height was determined by GEOID03.
 AN2091
 AN2091;                    North         East     Units Scale Factor Converg.
 AN2091;SPC TXSC     - 4,040,720.373   795,910.512   MT  1.00006261   +0 58 38.8
 AN2091;SPC TXSC     -13,256,930.09  2,611,249.74   sFT  1.00006261   +0 58 38.8
 AN2091;UTM  14      - 3,119,379.682   695,851.465   MT  1.00007344   +0 56 33.6
 AN2091
 AN2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2091!SPC TXSC     -   1.00000411  x   1.00006261  =   1.00006672
 AN2091!UTM  14      -   1.00000411  x   1.00007344  =   1.00007755
 AN2091
 AN2091                          SUPERSEDED SURVEY CONTROL
 AN2091
 AN2091  NAD 83(1986)-  28 11 08.36722(N)    097 00 17.49799(W) AD(       ) 3
 AN2091  NAD 27      -  28 11 07.33400(N)    097 00 16.53300(W) AD(       ) 3
 AN2091
 AN2091.Superseded values are not recommended for survey control.
 AN2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2091.See file dsdata.txt to determine how the superseded data were derived.
 AN2091
 AN2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9585119380(NAD 83)
 AN2091_MARKER: DS = TRIANGULATION STATION DISK
 AN2091_SETTING: 0 = UNSPECIFIED SETTING
 AN2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2091
 AN2091  HISTORY     - Date     Condition        Report By
 AN2091  HISTORY     - 1934     MONUMENTED       CGS
 AN2091  HISTORY     - 1953     GOOD             USGS
 AN2091  HISTORY     - 1970     GOOD             LOCENG
 AN2091  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN2091  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN2091
 AN2091                          STATION DESCRIPTION
 AN2091
 AN2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2091'STATION IS LOCATED ABOUT 3 MILES N OF LAMAR, ON THE E SIDE OF
 AN2091'COPANO BAY.  IT IS ON PROPERTY BELONGING TO MR. HALLAHAN.
 AN2091'STATION IS 3 METERS S OF FENCE RUNNING E AND W, 15 METERS E OF
 AN2091'POINT WHERE FENCE TURNS NW AND EXTENDS INTO BAY, 20 METERS NE OF
 AN2091'MARSH FLAT THAT EXTENDS TO BAY, 1-1/4 MILES SW OF STATE HIGHWAY
 AN2091'35, AND 3/4 MILE N OF N END OF A STRIP OF SCRUB OAK TREES WHICH
 AN2091'IS 3 MILES LONG AND 1/4 MILE WIDE.
 AN2091'
 AN2091'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2091'NO REFERENCE MARK WAS SET.
 AN2091'
 AN2091'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--WINDMILL
 AN2091'(4 MILES NE), 12 DEG.  WINDMILL (2-1/2 MILES E), 57 DEG.
 AN2091'WINDMILL IN EDGE OF TREES (3/4 MILE S), 159 DEG.
 AN2091'
 AN2091'HEIGHT OF LIGHT ABOVE STATION MARK - 3.0 METERS.
 AN2091
 AN2091                          STATION RECOVERY (1953)
 AN2091
 AN2091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AN2091'STATION STAMPED PETE 1934 RECOVERED IN GOOD CONDITION.
 AN2091'
 AN2091'TO REACH FROM LAMAR, FOLLOW HWY. 35 3.5 MILES NE TO SERVICE
 AN2091'STATION AND CAFE COMBINED.  TURN LEFT AND FOLLOW ROAD 0.6 MILES
 AN2091'TO JUNCTION, TAKE RIGHT FORK AND FOLLOW TRAIL ALONG SOUTH SIDE
 AN2091'OF FENCE FOR 0.1 MILE TO STATION.  STATION IS 9 FEET OF FENCE,
 AN2091'8.5 FEET N OF TRAIL AND 48 FEET E OF FENCE CORNER.
 AN2091
 AN2091                          STATION RECOVERY (1970)
 AN2091
 AN2091'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (RMM)
 AN2091'RECOVERED BY MUNROE AND BASS CONSULTING ENGINEERS
 AN2091'
 AN2091'PETE 1934-GOOD
 AN2091'
 AN2091'1953 RECOVERY DESCRIPTION GOOD EXCEPT SERVICE STATION AND CAFE
 AN2091'NO LONGER EXIST.  LEAVE HWY 35 AT LOCKED GATE 2.2 MILES SOUTH OF
 AN2091'BRIDGE OVER CAVASSO CREEK ON HWY 35.  FOLLOW EAST-WEST FENCE
 AN2091'LINE AND DIRT ROAD WEST .7 MILES TO POINT.  POINT LOCATED 9
 AN2091'FEET SOUTH OF FENCE AND 48 FEET EAST OF FENCE CORNER.  POINT
 AN2091'IS IN LOW LYING GRASSY AREA.  LAP IS THE ONLY KNOWN
 AN2091'TRIANGULATION STATION VISIBLE WITHOUT THE USE OF TOWER.
 AN2091
 AN2091                          STATION RECOVERY (1974)
 AN2091
 AN2091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (VH)
 AN2091'THERE IS VERY HIGH GRASS AND I COULD NOT FIND IT.
 AN2091
 AN2091                          STATION RECOVERY (1991)
 AN2091
 AN2091'RECOVERY NOTE BY US POWER SQUADRON 1991 (WS)
 AN2091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5786 ***********************************************************************
 AW5786  DESIGNATION -  PETER
 AW5786  PID         -  AW5786
 AW5786  STATE/COUNTY-  TX/GALVESTON
 AW5786  USGS QUAD   -  FLAKE (1994)
 AW5786
 AW5786                         *CURRENT SURVEY CONTROL
 AW5786  ___________________________________________________________________
 AW5786* NAD 83(1993)-  29 23 32.64072(N)    094 43 31.54213(W)     ADJUSTED  
 AW5786* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 AW5786  ___________________________________________________________________
 AW5786  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW5786  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW5786
 AW5786  HORZ ORDER  -  SECOND
 AW5786
 AW5786.The horizontal coordinates were established by classical geodetic methods
 AW5786.and adjusted by the National Geodetic Survey in February 1996..
 AW5786
 AW5786.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5786
 AW5786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5786
 AW5786.The geoid height was determined by GEOID03.
 AW5786
 AW5786;                    North         East     Units Scale Factor Converg.
 AW5786;SPC TXSC     - 4,180,366.692 1,014,777.861   MT  0.99986375   +2 05 39.0
 AW5786;SPC TXSC     -13,715,086.39  3,329,317.03   sFT  0.99986375   +2 05 39.0
 AW5786;UTM  15      - 3,252,699.006   332,568.834   MT  0.99994591   -0 50 49.3
 AW5786
 AW5786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5786!SPC TXSC     -   1.00000385  x   0.99986375  =   0.99986760
 AW5786!UTM  15      -   1.00000385  x   0.99994591  =   0.99994976
 AW5786
 AW5786|---------------------------------------------------------------------|
 AW5786| PID    Reference Object                     Distance      Geod. Az  |
 AW5786|                                                           dddmmss.s |
 AW5786| CV9269 PETER RM 1                           22.150 METERS 09328     |
 AW5786| AW5766 SOUTH JETTY LIGHT                   APPROX. 7.8 KM 1560211.8 |
 AW5786| AW5787 P USE 1933                           23.418 METERS 15944     |
 AW5786| AW5777 GALVESTON BAY ENT CHAN FR LT        APPROX. 4.3 KM 1672924.6 |
 AW5786| AW5770 GALVESTON BAY ENT CHAN RG R LT      APPROX. 3.6 KM 1812341.5 |
 AW5786| AW5769 BOLIVAR ROADS OUTER RNG F LT        APPROX. 3.8 KM 1880735.5 |
 AW5786| AW5893 GALVESTON MUNICIPAL TANK            APPROX. 9.9 KM 2081115.1 |
 AW5786| AW5768 GALVESTON ENT N SIDE RNG R BCN      APPROX. 3.3 KM 2244326.8 |
 AW5786| AW1339 TRAVIS RESET                        APPROX. 4.2 KM 2261842.7 |
 AW5786| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 4.9 KM 2345043.7 |
 AW5786|---------------------------------------------------------------------|
 AW5786
 AW5786                          SUPERSEDED SURVEY CONTROL
 AW5786
 AW5786  NAD 83(1986)-  29 23 32.65645(N)    094 43 31.52272(W) AD(       ) 2
 AW5786  NAD 27      -  29 23 31.81076(N)    094 43 30.82353(W) AD(       ) 2
 AW5786  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 AW5786
 AW5786.Superseded values are not recommended for survey control.
 AW5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5786.See file dsdata.txt to determine how the superseded data were derived.
 AW5786
 AW5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3256952699(NAD 83)
 AW5786_MARKER: DS = TRIANGULATION STATION DISK
 AW5786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5786+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW5786
 AW5786  HISTORY     - Date     Condition        Report By
 AW5786  HISTORY     - 1963     MONUMENTED       CGS
 AW5786  HISTORY     - 1964     GOOD             CGS
 AW5786  HISTORY     - 1966     GOOD             LOCENG
 AW5786  HISTORY     - 1976     GOOD             NGS
 AW5786  HISTORY     - 1979     GOOD             NGS
 AW5786  HISTORY     - 20010430 GOOD             USPSQD
 AW5786  HISTORY     - 20020708 GOOD             USPSQD
 AW5786  HISTORY     - 20031009 GOOD             USPSQD
 AW5786  HISTORY     - 20041023 GOOD             USPSQD
 AW5786
 AW5786                          STATION DESCRIPTION
 AW5786
 AW5786'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5786'THE STATION IS LOCATED ON BOLIVAR PENINSULA, ABOUT 3-1/2
 AW5786'MILES NORTHEAST OF THE BOLIVAR POINT FERRY SLIP, ABOUT 0.2
 AW5786'MILE SOUTH OF STATE HIGHWAY 87 AND APPROXIMATELY 0.2 MILE
 AW5786'NORTH OF THE GULF OF MEXICO, AT A HYDRO TOWER CONSTRUCTED
 AW5786'OVER P (USE) 1900.
 AW5786'
 AW5786'TO REACH THE STATION FROM THE FERRY SLIP AT PORT BOLIVAR,
 AW5786'GO NORTHEAST ON STATE HIGHWAY 87 FOR 3.5 MILES TO A CROSSROAD
 AW5786'(AT BOLIVAR GARBAGE DUMP), TURN RIGHT AND GO SOUTH FOR 0.2
 AW5786'MILE TO A LOW RIDGE ON THE LEFT WHICH RUNS NORTHEAST THROUGH
 AW5786'A PASTURE TO A STEEL HYDRO TOWER, TURN LEFT ACROSS A SHALLOW
 AW5786'DITCH AND GO ABOUT 0.2 MILE TO THE STATION AND HYDRO TOWER
 AW5786'AS DESCRIBED.
 AW5786'
 AW5786'THE STATION IS ON PROPERTY OWNED BY MR. JOHNSON WHO LIVES
 AW5786'NORTHEAST ALONG STATE HIGHWAY 87, IN THE FIRST HOUSE ON THE
 AW5786'SOUTH SIDE OF THE ROAD.
 AW5786'
 AW5786'THE STATION MARK IS A STANDARD DISK SET IN A 12X12 INCH SQUARE
 AW5786'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH AND STAMPED
 AW5786'PETER 1963.  THE MARK IS 5.7 FEET NORTHEAST OF THE WITNESS
 AW5786'POST.  76 FEET NORTH OF THE HYDRO TOWER.
 AW5786'
 AW5786'REFERENCE MARK 1 IS A STANDARD DISK SET IN A 12X12 INCH SQUARE
 AW5786'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND STAMPED
 AW5786'PETER NO 1 1963.  THE MARK IS 75 FEET SOUTHEAST OF THE WITNESS
 AW5786'POST.  68.6 FEET EAST OF THE EAST LEG OF THE HYDRO TOWER.
 AW5786'
 AW5786'P (USE) 1900 (REFERENCE MARK 2) IS A SECTION OF RAILROAD
 AW5786'TRACK IMBEDDED IN THE GROUND WHICH HAS A CROSS CHISELED IN
 AW5786'THE TOP.  PROJECTS ABOUT 12 INCHES ABOVE THE GROUND AND HAS
 AW5786'A 35 FOOT STEEL TRIPOD IN PLACE OVER THE STATION
 AW5786'
 AW5786'DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 81.82 FEET.  24.940
 AW5786'METERS.  STATION TRAVIS 1933 CAN BE USED AS AN AZIMUTH.
 AW5786'
 AW5786'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW5786
 AW5786                          STATION RECOVERY (1964)
 AW5786
 AW5786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AW5786'STATION RECOVERED IN GOOD CONDITION.  STATION FITS DESCRIPTION
 AW5786'OF P (USE), 1900 EXCEPT MARK IS LOCATED APPROXIMATELY EIGHTY
 AW5786'FEET (80 FT 0) NORTHEAST OF THIRTY FIVE (35 FT) FOOT HIGH
 AW5786'TRIPOD.  SLATTED SIGNAL NO LONGER ON TRIPOD.
 AW5786
 AW5786                          STATION RECOVERY (1966)
 AW5786
 AW5786'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 AW5786'RECOVERED BY J.E. CHANCE AND ASSOC.
 AW5786'
 AW5786'STATION RECOVERED.
 AW5786
 AW5786                          STATION RECOVERY (1976)
 AW5786
 AW5786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 AW5786'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 AW5786'STEEL TOWER MENTIONED IS NOW LYING DOWN.
 AW5786'
 AW5786'TO REACH THE STATION FROM THE FERRY SLIP AT POINT BOLIVAR, GO
 AW5786'NORTHEAST ON STATE HIGHWAY 87 FOR 3.5 MILES TO A CROSSROAD.  TURN
 AW5786'RIGHT AND GO SOUTH FOR 0.2 MILE TO A WIRE GATE AND DIM TRACK ROAD
 AW5786'ON THE LEFT.  TURN LEFT THROUGH GATE AND FOLLOW DIM TRACK ROAD NE
 AW5786'ALONG SLIGHT RIDGE FOR 0.2 MILE TO THE OLD TOWER AND STATION.
 AW5786'
 AW5786'STATION MARK IS FLUSH WITH THE GROUND.
 AW5786'
 AW5786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NE OF
 AW5786'DOWNTOWN GALVESTON.
 AW5786
 AW5786                          STATION RECOVERY (1979)
 AW5786
 AW5786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5786'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 (P (USE) 1900)
 AW5786'WERE RECOVERED IN GOOD CONDITION.
 AW5786'
 AW5786'DESCRIPTION BY RWT IN 1963 IS ADEQUATE.
 AW5786'
 AW5786'DESCRIBED--RAH
 AW5786'
 AW5786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NE OF
 AW5786'GALVESTON.
 AW5786
 AW5786                          STATION RECOVERY (2001)
 AW5786
 AW5786'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW5786'RECOVERED IN GOOD CONDITION.
 AW5786
 AW5786                          STATION RECOVERY (2002)
 AW5786
 AW5786'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5786'RECOVERED IN GOOD CONDITION.
 AW5786
 AW5786                          STATION RECOVERY (2003)
 AW5786
 AW5786'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW5786'RECOVERED IN GOOD CONDITION.
 AW5786
 AW5786                          STATION RECOVERY (2004)
 AW5786
 AW5786'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5786'R 1 FOUND
 AW5786'R 2 FOUND
 AW5786'AZ TRAVIS 1933 FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1221 ***********************************************************************
 AJ1221  DESIGNATION -  PETERS
 AJ1221  PID         -  AJ1221
 AJ1221  STATE/COUNTY-  TX/DUVAL
 AJ1221  USGS QUAD   -  BENAVIDES NE (1968)
 AJ1221
 AJ1221                         *CURRENT SURVEY CONTROL
 AJ1221  ___________________________________________________________________
 AJ1221* NAD 83(1993)-  27 38 14.83144(N)    098 21 58.81096(W)     ADJUSTED  
 AJ1221* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 AJ1221  ___________________________________________________________________
 AJ1221  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AJ1221  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ1221
 AJ1221  HORZ ORDER  -  THIRD
 AJ1221
 AJ1221.The horizontal coordinates were established by classical geodetic methods
 AJ1221.and adjusted by the National Geodetic Survey in February 1996..
 AJ1221
 AJ1221.The orthometric height was scaled from a topographic map.
 AJ1221
 AJ1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1221
 AJ1221.The geoid height was determined by GEOID03.
 AJ1221
 AJ1221;                    North         East     Units Scale Factor Converg.
 AJ1221;SPC TX S     - 5,218,358.184   313,190.564   MT  0.99995627   +0 03 38.5
 AJ1221;SPC TX S     -17,120,563.48  1,027,526.04   sFT  0.99995627   +0 03 38.5
 AJ1221;UTM  14      - 3,057,202.611   562,511.412   MT  0.99964823   +0 17 38.2
 AJ1221
 AJ1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1221!SPC TX S     -   0.99998192  x   0.99995627  =   0.99993819
 AJ1221!UTM  14      -   0.99998192  x   0.99964823  =   0.99963015
 AJ1221
 AJ1221:                Primary Azimuth Mark                     Grid Az
 AJ1221:SPC TX S     -  SWEDEN                                   247 59 10.3
 AJ1221:UTM  14      -  SWEDEN                                   247 45 10.6
 AJ1221
 AJ1221|---------------------------------------------------------------------|
 AJ1221| PID    Reference Object                     Distance      Geod. Az  |
 AJ1221|                                                           dddmmss.s |
 AJ1221| AJ1341 SWEDEN                              APPROX.24.0 KM 2480248.8 |
 AJ1221|---------------------------------------------------------------------|
 AJ1221
 AJ1221                          SUPERSEDED SURVEY CONTROL
 AJ1221
 AJ1221  NAD 83(1986)-  27 38 14.83830(N)    098 21 58.78659(W) AD(       ) 3
 AJ1221  NAD 27      -  27 38 13.72401(N)    098 21 57.75697(W) AD(       ) 3
 AJ1221
 AJ1221.Superseded values are not recommended for survey control.
 AJ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1221.See file dsdata.txt to determine how the superseded data were derived.
 AJ1221
 AJ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6251157203(NAD 83)
 AJ1221_MARKER: DD = SURVEY DISK
 AJ1221_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1221_SP_SET: SET IN A ROCK LEDGE
 AJ1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1221+STABILITY: POSITION/ELEVATION WELL
 AJ1221
 AJ1221  HISTORY     - Date     Condition        Report By
 AJ1221  HISTORY     - 1920     MONUMENTED       USGS
 AJ1221
 AJ1221                          STATION DESCRIPTION
 AJ1221
 AJ1221'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1221'FROM BENAVIDES TAKE SAN DIEGO RD. NE. TO VILLAGE CALLED LOS PUITAS,
 AJ1221'CROSS RAILWAY AND TAKE FIRST RIGHT HAND RD. TO NEAR TOP OF RIDGE,
 AJ1221'THEN TAKE SECOND CLASS RD. N. TO HIGHEST PART OF RIDGE.  STATION IS
 AJ1221'0.5 MI. E. OF MAIN RD. AND 300 YDS N. OF SECOND CLASS RD.
 AJ1221'
 AJ1221'STATION MARK - BRONZE TABLET SET IN LIMESTONE LEDGE 8 IN. BELOW
 AJ1221'SURFACE ABOVE WHICH IS STONE 8 BY 6 BY 12 IN.WITH CROSS CUT ON TOP.
 AJ1221'---USGS--- CUT ON FACES AND PILE OF ROCKS AROUND IT.
 AJ1221'
 AJ1221'REFERENCE MARK - A 2 IN. IRON PIPE DRIVEN IN GROUND 55.15 FT. FROM
 AJ1221'STATION, S 73 DEG 53 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0631 ***********************************************************************
 AZ0631  DESIGNATION -  PETERS
 AZ0631  PID         -  AZ0631
 AZ0631  STATE/COUNTY-  TX/KINNEY
 AZ0631  USGS QUAD   -  TEQUESQUITE CREEK NE (1978)
 AZ0631
 AZ0631                         *CURRENT SURVEY CONTROL
 AZ0631  ___________________________________________________________________
 AZ0631* NAD 83(1993)-  29 10 33.65250(N)    100 36 03.55780(W)     ADJUSTED  
 AZ0631* NAVD 88     -       309.3    (meters)    1015.     (feet)  VERTCON   
 AZ0631  ___________________________________________________________________
 AZ0631  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AZ0631  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0631
 AZ0631  HORZ ORDER  -  FIRST
 AZ0631
 AZ0631.The horizontal coordinates were established by classical geodetic methods
 AZ0631.and adjusted by the National Geodetic Survey in February 1996..
 AZ0631
 AZ0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0631
 AZ0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0631
 AZ0631.The geoid height was determined by GEOID03.
 AZ0631
 AZ0631;                    North         East     Units Scale Factor Converg.
 AZ0631;SPC TXSC     - 4,149,870.525   444,292.032   MT  0.99986706   -0 47 03.6
 AZ0631;SPC TXSC     -13,615,033.55  1,457,648.11   sFT  0.99986706   -0 47 03.6
 AZ0631;UTM  14      - 3,228,547.291   344,318.051   MT  0.99989908   -0 46 50.3
 AZ0631
 AZ0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0631!SPC TXSC     -   0.99995498  x   0.99986706  =   0.99982205
 AZ0631!UTM  14      -   0.99995498  x   0.99989908  =   0.99985407
 AZ0631
 AZ0631:                Primary Azimuth Mark                     Grid Az
 AZ0631:SPC TXSC     -  FORT CLARK TANK                          050 55 22.6
 AZ0631:UTM  14      -  FORT CLARK TANK                          050 55 09.3
 AZ0631
 AZ0631|---------------------------------------------------------------------|
 AZ0631| PID    Reference Object                     Distance      Geod. Az  |
 AZ0631|                                                           dddmmss.s |
 AZ0631| AZ0624 FORT CLARK TANK                     APPROX.22.5 KM 0500819.0 |
 AZ0631| AZ0618 SPOFFORD CHURCH STEEPLE             APPROX.18.7 KM 0911938.6 |
 AZ0631| AZ0632 NEELYS RANCH WINDMILL               APPROX. 7.3 KM 1433352.3 |
 AZ0631| AZ0639 JAMERSON RANCH WINDMILL             APPROX. 8.3 KM 1505736.5 |
 AZ0631| AZ0634 WINDMILL                            APPROX. 7.1 KM 1952700.6 |
 AZ0631| CV5103 PETERS RM                             9.630 METERS 28429     |
 AZ0631|---------------------------------------------------------------------|
 AZ0631
 AZ0631                          SUPERSEDED SURVEY CONTROL
 AZ0631
 AZ0631  NAD 83(1986)-  29 10 33.64561(N)    100 36 03.53711(W) AD(       ) 1
 AZ0631  NAD 27      -  29 10 32.79200(N)    100 36 02.23800(W) AD(       ) 1
 AZ0631  NGVD 29 (07/19/86)  309.2    (m)         1014.     (f) VERT ANG       
 AZ0631
 AZ0631.Superseded values are not recommended for survey control.
 AZ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0631.See file dsdata.txt to determine how the superseded data were derived.
 AZ0631
 AZ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT4431828547(NAD 83)
 AZ0631_MARKER: Z = SEE DESCRIPTION
 AZ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0631
 AZ0631  HISTORY     - Date     Condition        Report By
 AZ0631  HISTORY     - 1918     MONUMENTED       CGS
 AZ0631  HISTORY     - 1924     GOOD             CGS
 AZ0631
 AZ0631                          STATION DESCRIPTION
 AZ0631
 AZ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AZ0631'STATION IS ABOUT 7 MILES, AIR LINE, SW OF MACIE RAILROAD
 AZ0631'STATION, 1 MILE E OF THE BRACKETTVILLE-MACIE-DIXIE ROAD,
 AZ0631'3/4 MILE S OF THE PETERS RANCH HOUSE (NO LONGER OWNED BY
 AZ0631'PETERS), AND 70 METERS (230 FEET) W FROM A ROAD ON THAT RANCH,
 AZ0631'ON A FLAT RIDGE COVERED WITH MESQUITE.
 AZ0631'
 AZ0631'IN 1924 THE STATION WAS RECOVERED AND RE-MARKED AS FOLLOWS--
 AZ0631'
 AZ0631'SURFACE MARK IS A STANDARD DISK STAMPED PETERS 1918 IN A BLOCK
 AZ0631'OF CONCRETE 26 INCHES SQUARE AT BOTTOM, 16 INCHES SQUARE AT
 AZ0631'TOP, AND 35 INCHES HIGH, SET 30 INCHES IN GROUND, 5 INCHES
 AZ0631'PROJECTING ABOVE THE SURFACE.
 AZ0631'
 AZ0631'UNDERGROUND MARK IS A STANDARD DISK STAMPED PETERS 1924 IN A
 AZ0631'BLOCK OF CONCRETE 12 INCHES SQUARE AND 8 INCHES THICK, 32
 AZ0631'INCHES BELOW SURFACE.
 AZ0631'
 AZ0631'REFERENCE MARK SET IN 1918 WAS A STANDARD DISK SET IN SQUARE
 AZ0631'CONCRETE POST, 9.620 METERS (31.56 FEET) FROM STATION.
 AZ0631'IN 1924 IT WAS REPORTED 9.630 METERS (31.59
 AZ0631'FEET) FROM STATION, N 77 DEG 21 MIN W.
 AZ0631'
 AZ0631'WINDMILL ON THE PETERS RANCH, DISTANT ABOUT 0.75 MILE FROM
 AZ0631'STATION, IS N 20 DEG 43 MIN W.
 AZ0631'
 AZ0631'IN 1924 STATION WAS REACHED FROM SPOFFORD OR BRACKETTVILLE TO
 AZ0631'MACIE RAILROAD STATION, THENCE ACROSS THE TRACK AND ALONG
 AZ0631'PLAIN ROAD SW 6 MILES TO FORKS OF ROAD, THENCE ALONG ROAD TO
 AZ0631'LEFT 3/4 MILE TO THE PETERS RANCH HOUSE, PASSING THROUGH BARN
 AZ0631'LOTS, AND ALONG ROAD TO S THROUGH PASTURE 3/4 MILE TO STATION.
 AZ0631'
 AZ0631'ELEVATION OF STATION, 309.2 METERS (1,014 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2647 ***********************************************************************
 AX2647  DESIGNATION -  PETERS
 AX2647  PID         -  AX2647
 AX2647  STATE/COUNTY-  TX/AUSTIN
 AX2647  USGS QUAD   -  SEALY (1981)
 AX2647
 AX2647                         *CURRENT SURVEY CONTROL
 AX2647  ___________________________________________________________________
 AX2647* NAD 83(1993)-  29 51 11.62586(N)    096 13 31.30498(W)     ADJUSTED  
 AX2647* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 AX2647  ___________________________________________________________________
 AX2647  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AX2647  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX2647
 AX2647  HORZ ORDER  -  THIRD
 AX2647
 AX2647.The horizontal coordinates were established by classical geodetic methods
 AX2647.and adjusted by the National Geodetic Survey in February 1996..
 AX2647
 AX2647.The orthometric height was scaled from a topographic map.
 AX2647
 AX2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2647
 AX2647.The geoid height was determined by GEOID03.
 AX2647
 AX2647;                    North         East     Units Scale Factor Converg.
 AX2647;SPC TXSC     - 4,227,040.624   868,056.642   MT  0.99990403   +1 21 33.6
 AX2647;SPC TXSC     -13,868,215.78  2,847,949.17   sFT  0.99990403   +1 21 33.6
 AX2647;UTM  14      - 3,305,754.580   768,053.510   MT  1.00048662   +1 22 55.1
 AX2647
 AX2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2647!SPC TXSC     -   0.99999091  x   0.99990403  =   0.99989494
 AX2647!UTM  14      -   0.99999091  x   1.00048662  =   1.00047753
 AX2647
 AX2647:                Primary Azimuth Mark                     Grid Az
 AX2647:SPC TXSC     -  PETERS RAD SUB STA KKC 655 MST           098 49 58.5
 AX2647:UTM  14      -  PETERS RAD SUB STA KKC 655 MST           098 48 37.0
 AX2647
 AX2647|---------------------------------------------------------------------|
 AX2647| PID    Reference Object                     Distance      Geod. Az  |
 AX2647|                                                           dddmmss.s |
 AX2647| AX2648 PETERS RAD SUB STA KKC 655 MST      APPROX. 2.3 KM 1001132.1 |
 AX2647| CV6651 PETERS AZ MK                                       1265804.8 |
 AX2647| CV6652 PETERS RM 1                          10.011 METERS 18010     |
 AX2647| CV6653 PETERS RM 2                           9.293 METERS 27536     |
 AX2647|---------------------------------------------------------------------|
 AX2647
 AX2647                          SUPERSEDED SURVEY CONTROL
 AX2647
 AX2647  NAD 83(1986)-  29 51 11.64103(N)    096 13 31.28833(W) AD(       ) 3
 AX2647  NAD 27      -  29 51 10.81200(N)    096 13 30.44000(W) AD(       ) 3
 AX2647
 AX2647.Superseded values are not recommended for survey control.
 AX2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2647.See file dsdata.txt to determine how the superseded data were derived.
 AX2647
 AX2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6805405755(NAD 83)
 AX2647_MARKER: DS = TRIANGULATION STATION DISK
 AX2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2647
 AX2647  HISTORY     - Date     Condition        Report By
 AX2647  HISTORY     - 1954     MONUMENTED       CGS
 AX2647  HISTORY     - 1963     GOOD             CGS
 AX2647
 AX2647                          STATION DESCRIPTION
 AX2647
 AX2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2647'STATION IS LOCATED ABOUT 8 MILES SOUTH SOUTHEAST OF BELLVILLE,
 AX2647'ABOUT 6.5 MILES NORTHWEST OF SEALY AND ABOUT 6 MILES EAST
 AX2647'OF CAT SPRING ON THE GOSLER FARM.
 AX2647'
 AX2647'STATION IS REACHED FROM THE AUSTIN COUNTY COURT HOUSE IN
 AX2647'BELLVILLE BY GOING EAST AND SOUTHEAST ON STATE HIGHWAY 36
 AX2647'FOR 6.7 MILES TO JUNCTION OF FARM ROAD 1088 AND SIGN CAT
 AX2647'SPRING 10, TURN RIGHT AND GO SOUTHWEST ON 1088 FOR 1.3 MILES
 AX2647'TO A WHITE FRAME HOUSE ON RIGHT AND DIRT SIDE ROAD LEFT,
 AX2647'TURN LEFT AND GO SOUTH FOR 0.9 MILE TO MR. GOSLERS MAIL
 AX2647'BOX, BOARD GATE AND CATTLE GUARD ON RIGHT, TURN RIGHT OVER
 AX2647'CATTLE GUARD AND GO WEST ON DIRT DRIVE FOR 0.2 MILE TO HOUSE
 AX2647'AND BARN OF THE GOSLER FARM, CONTINUE BETWEEN HOUSE AND BARN
 AX2647'FOR 0.1 MILE TO A WIRE GATE, A BOARD GATE AND AZIMUTH MARK
 AX2647'ON RIGHT AS DESCRIBED, CONTINUE THROUGH BOTH GATES AND
 AX2647'FOLLOW TRACK ROAD WEST ACROSS PASTURE FOR 0.3 MILE TO A WIRE
 AX2647'GATE, PASS THROUGH GATE AND BEAR RIGHT GOING NORTH ACROSS
 AX2647'COUNTRY ALONG SAND RIDGE FOR 0.15 MILE TO HIGHEST POINT,
 AX2647'ABOUT 135 FEET NORTH OF TELEPHONE LINE AND BURIED PIPE
 AX2647'LINE, TO STATION AS DESCRIBED.  LOOSE SAND FOR THE LAST 0.3
 AX2647'MILE OF TRAVEL MAKE DRIVING TO STATION IMPRACTICAL.
 AX2647'
 AX2647'STATION IS STANDARD DISK STAMPED PETERS 1954 SET IN TOP
 AX2647'OF A SQUARE CONCRETE POST 5 INCHES ABOVE GROUND LEVEL, ABOUT
 AX2647'0.3 MILE NORTHWEST OF THE GOSLER RANCH BUILDINGS, 170 FEET
 AX2647'NORTH OF A TELEPHONE POLE THAT IS THE THIRD POLE WEST OF A
 AX2647'FENCE LINE HAVING 3 RED AND WHITE PAINTED POSTS AND 2 FEET
 AX2647'SOUTHWEST OF A WHITE WITNESS POST.
 AX2647'
 AX2647'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PETERS
 AX2647'NO 1 1954 SET IN TOP OF A SQUARE CONCRETE POST 6 INCHES ABOVE
 AX2647'GROUND LEVEL AND 137 FEET NORTH OF A TELEPHONE LINE.
 AX2647'
 AX2647'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PETERS NO
 AX2647'2 1954 SET IN TOP OF A SQUARE CONCRETE POST 5 INCHES ABOVE
 AX2647'GROUND LEVEL AND 170 FEET NORTH OF A TELEPHONE LINE.
 AX2647'
 AX2647'AZIMUTH MARK IS A STANDARD DISK STAMPED PETERS 1954 SET IN
 AX2647'TOP OF A SQUARE CONCRETE POST 5 INCHES ABOVE GROUND LEVEL,
 AX2647'20 FEET SOUTH OF THE SOUTHWEST CORNER OF A BOARD FENCE CORRAL,
 AX2647'12 FEET NORTH OF THE CENTER OF A BOARD GATE, 2 FEET WEST
 AX2647'OF A WIRE FENCE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 AX2647'
 AX2647'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AX2647
 AX2647                          STATION RECOVERY (1963)
 AX2647
 AX2647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2647'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 AX2647'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2647'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1032 ***********************************************************************
 BM1032  DESIGNATION -  PETERS
 BM1032  PID         -  BM1032
 BM1032  STATE/COUNTY-  TX/FAYETTE
 BM1032  USGS QUAD   -  WARDA (1989)
 BM1032
 BM1032                         *CURRENT SURVEY CONTROL
 BM1032  ___________________________________________________________________
 BM1032* NAD 83(1993)-  30 02 09.53926(N)    096 59 00.35565(W)     ADJUSTED  
 BM1032* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 BM1032  ___________________________________________________________________
 BM1032  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 BM1032  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BM1032
 BM1032  HORZ ORDER  -  FIRST
 BM1032
 BM1032.The horizontal coordinates were established by classical geodetic methods
 BM1032.and adjusted by the National Geodetic Survey in February 1996..
 BM1032
 BM1032.The orthometric height was scaled from a topographic map.
 BM1032
 BM1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1032
 BM1032.The geoid height was determined by GEOID03.
 BM1032
 BM1032;                    North         East     Units Scale Factor Converg.
 BM1032;SPC TXSC     - 4,245,794.319   794,479.186   MT  0.99993791   +0 59 16.6
 BM1032;SPC TXSC     -13,929,743.53  2,606,553.80   sFT  0.99993791   +0 59 16.6
 BM1032;SPC TX C     - 3,045,806.787 1,023,061.278   MT  1.00002252   +1 43 31.4
 BM1032;SPC TX C     - 9,992,784.43  3,356,493.54   sFT  1.00002252   +1 43 31.4
 BM1032;UTM  14      - 3,324,485.787   694,443.277   MT  1.00006648   +1 00 34.9
 BM1032
 BM1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1032!SPC TXSC     -   0.99998140  x   0.99993791  =   0.99991931
 BM1032!SPC TX C     -   0.99998140  x   1.00002252  =   1.00000392
 BM1032!UTM  14      -   0.99998140  x   1.00006648  =   1.00004788
 BM1032
 BM1032|---------------------------------------------------------------------|
 BM1032| PID    Reference Object                     Distance      Geod. Az  |
 BM1032|                                                           dddmmss.s |
 BM1032| CV9019 PETERS RM 1                          20.558 METERS 10846     |
 BM1032| CV9018 PETERS AZ MK                                       1730418.3 |
 BM1032| CV9020 PETERS RM 2                          22.560 METERS 20715     |
 BM1032|---------------------------------------------------------------------|
 BM1032
 BM1032                          SUPERSEDED SURVEY CONTROL
 BM1032
 BM1032  NAD 83(1986)-  30 02 09.55854(N)    096 59 00.34207(W) AD(       ) 1
 BM1032  NAD 27      -  30 02 08.76600(N)    096 58 59.40400(W) AD(       ) 1
 BM1032
 BM1032.Superseded values are not recommended for survey control.
 BM1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1032.See file dsdata.txt to determine how the superseded data were derived.
 BM1032
 BM1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9444324486(NAD 83)
 BM1032_MARKER: DS = TRIANGULATION STATION DISK
 BM1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1032
 BM1032  HISTORY     - Date     Condition        Report By
 BM1032  HISTORY     - 1943     MONUMENTED       CGS
 BM1032  HISTORY     - 1957     GOOD             USGS
 BM1032  HISTORY     - 1962     POOR             USGS
 BM1032
 BM1032                          STATION DESCRIPTION
 BM1032
 BM1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1032'THE STATION IS LOCATED ABOUT 3.0 MILES NE OF WINCHESTER,
 BM1032'11.0 MILES S BY W OF GIDDINGS, AND 9.0 MILES NW OF LA GRANGE,
 BM1032'ON LAND OWNED AND OCCUPIED BY A MRS. PETERS.  IT IS ON THE E
 BM1032'END OF A SMALL ROUND BRUSHY COVERED HILL, ABOUT 100 FEET S OF
 BM1032'A DIM WOODS ROAD.  THE DISK IS STAMPED PETERS 1943, AND PROJECTS
 BM1032'6 INCHES.
 BM1032'
 BM1032'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1032'DISKS SET IN CONCRETE.
 BM1032'
 BM1032'REFERENCE MARK NO. 1 IS SSE OF THE STATION, ON THE SAME HILL,
 BM1032'AND ABOUT THE SAME ELEVATION AS THE STATION.  THE DISK IS
 BM1032'STAMPED PETERS NO. 1 1943, AND PROJECTS 6 INCHES.
 BM1032'
 BM1032'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 10 FEET S OF THE
 BM1032'DIM WOODS ROAD AND ON THE SAME ELEVATION AS THE STATION.  THE
 BM1032'DISK IS STAMPED PETERS NO. 2 1943, AND PROJECTS 6 INCHES.
 BM1032'
 BM1032'THE AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION, 1 FOOT
 BM1032'N OF AN E-W FENCE LINE.  THE DISK IS STAMPED PETERS 1943, AND
 BM1032'PROJECTS 6 INCHES.  TO REACH FROM THE STATION.  GO W ON DIM
 BM1032'WOODS ROAD FOR 0.05 MILE TO A DIM WOODS ROAD LEFT.  TURN LEFT
 BM1032'AND FOLLOW TRUCK TRACKS S FOR 0.2 MILE TO FENCE LINE, AND MARK.
 BM1032'
 BM1032'TO REACH THE STATION FROM THE POST OFFICE IN LA GRANGE.  GO N
 BM1032'ON U.S. HIGHWAY 77 FOR 6.7 MILES TO A SIDE ROAD LEFT, AND
 BM1032'SIGN WINCHESTER.  TURN LEFT AND GO W FOR 8.35 MILES TO THE
 BM1032'RAILROAD CROSSING IN WINCHESTER, CROSS RAILROAD.  TURN RIGHT
 BM1032'UP W SIDE OF TRACKS FOR 0.4 MILE, THEN CROSS TRACKS TO THE E
 BM1032'SIDE, AND FOLLOW GRAVEL ROAD N ALONG E SIDE OF THE TRACKS FOR
 BM1032'1.55 MILES TO A WIRE GATE AND A DIPPING VAT ON THE RIGHT.
 BM1032'PASS THROUGH WIRE GATE AND GO E ACROSS PASTURE FOR 0.3 MILE TO
 BM1032'A DIM FORKS.  BEAR RIGHT AND GO 0.6 MILE TO ANOTHER DIM
 BM1032'FORKS.  BEAR LEFT AND FOLLOW WOODS ROAD FOR 0.25 MILE TO THE
 BM1032'TOP OF A SMALL HILL AND STATION.
 BM1032'
 BM1032'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM1032
 BM1032                          STATION RECOVERY (1957)
 BM1032
 BM1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BM1032'REVISED ROUTE DESCRIPTION--TO REACH THE STATION FROM THE POST
 BM1032'OFFICE IN LA GRANGE.  GO NORTH ON U.S. HIGHWAY 77 FOR 6.7
 BM1032'MILES TO F.M. ROAD LEFT, AND SIGN WINCHESTER.  TURN LEFT AND
 BM1032'GO WEST FOR 8.35 MILES TO THE RAILROAD CROSSING IN WINCHESTER,
 BM1032'CROSS RAILROAD.  TURN RIGHT UP THE WEST SIDE OF TRACKS FOR 0.4
 BM1032'MILE, THEN CROSS TRACKS TO THE EAST SIDE, AND FOLLOW GRAVEL
 BM1032'ROAD NORTH ALONG TRACKS FOR 1.55 MILES TO A WIRE GATE AND
 BM1032'A DIPPING VAT ON THE RIGHT.  PASS THROUGH GATE AND FOLLOW ROAD
 BM1032'0.2 MILE AND THEN TURN ACROSS COUNTRY SOUTHEAST TO FENCE AND
 BM1032'POWER LINE.  FOLLOW FENCE EAST 0.55 MILE TO AZIMUTH MARK ON
 BM1032'RIGHT.  STATION IS 1091 FEET NORTH OF AZIMUTH MARK ON SMALL
 BM1032'TIMBERED HILL.
 BM1032
 BM1032                          STATION RECOVERY (1962)
 BM1032
 BM1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BM1032'STATION MARK FOUND TILTED TO ONE SIDE.  AREA HAS BEEN CLEARED
 BM1032'OF TREES.
 BM1032'
 BM1032'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION.
 BM1032'
 BM1032'REFERENCE MARK NO. 2 SEARCHED FOR AND NOT FOUND.
 BM1032'
 BM1032'AZIMUTH MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2648 ***********************************************************************
 AX2648  DESIGNATION -  PETERS RAD SUB STA KKC 655 MST
 AX2648  PID         -  AX2648
 AX2648  STATE/COUNTY-  TX/AUSTIN
 AX2648  USGS QUAD   -  SEALY (1981)
 AX2648
 AX2648                         *CURRENT SURVEY CONTROL
 AX2648  ___________________________________________________________________
 AX2648* NAD 83(1993)-  29 50 58.18773(N)    096 12 05.61249(W)     ADJUSTED  
 AX2648* NAVD 88     -                                                        
 AX2648  ___________________________________________________________________
 AX2648  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AX2648  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX2648
 AX2648  HORZ ORDER  -  THIRD
 AX2648
 AX2648.The horizontal coordinates were established by classical geodetic methods
 AX2648.and adjusted by the National Geodetic Survey in February 1996..
 AX2648
 AX2648
 AX2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2648
 AX2648.The geoid height was determined by GEOID03.
 AX2648
 AX2648;                    North         East     Units Scale Factor Converg.
 AX2648;SPC TXSC     - 4,226,681.793   870,365.748   MT  0.99990345   +1 22 15.6
 AX2648;SPC TXSC     -13,867,038.52  2,855,524.96   sFT  0.99990345   +1 22 15.6
 AX2648;UTM  14      - 3,305,396.451   770,364.121   MT  1.00050197   +1 23 37.3
 AX2648
 AX2648                          SUPERSEDED SURVEY CONTROL
 AX2648
 AX2648  NAD 83(1986)-  29 50 58.20287(N)    096 12 05.59584(W) AD(       ) 4
 AX2648  NAD 27      -  29 50 57.37300(N)    096 12 04.74900(W) AD(       ) 3
 AX2648
 AX2648.Superseded values are not recommended for survey control.
 AX2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2648.See file dsdata.txt to determine how the superseded data were derived.
 AX2648
 AX2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7036405396(NAD 83)
 AX2648_MARKER: 42 = RADIO/TV MAST
 AX2648
 AX2648  HISTORY     - Date     Condition        Report By
 AX2648  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2648  HISTORY     - 19991023 GOOD             USPSQD
 AX2648
 AX2648                          STATION DESCRIPTION
 AX2648
 AX2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2648'THE STATION IS A METAL RADIO MAST APPROXIMATELY 120 FEET
 AX2648'HIGH AND OWNED BY THE LOWER COLORADO RIVER AUTHORITY.  IT IS
 AX2648'LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF BELLVILLE AND 5 MILES
 AX2648'NORTHWEST OF SEALY.
 AX2648
 AX2648                          STATION RECOVERY (1999)
 AX2648
 AX2648'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2080 ***********************************************************************
 AY2080  DESIGNATION -  PETERS USGS 1924
 AY2080  PID         -  AY2080
 AY2080  STATE/COUNTY-  TX/UVALDE
 AY2080  USGS QUAD   -  UTOPIA (1969)
 AY2080
 AY2080                         *CURRENT SURVEY CONTROL
 AY2080  ___________________________________________________________________
 AY2080* NAD 83(1993)-  29 30 48.06194(N)    099 35 21.04393(W)     ADJUSTED  
 AY2080* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 AY2080  ___________________________________________________________________
 AY2080  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AY2080  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AY2080
 AY2080  HORZ ORDER  -  SECOND
 AY2080
 AY2080.The horizontal coordinates were established by classical geodetic methods
 AY2080.and adjusted by the National Geodetic Survey in February 1996..
 AY2080
 AY2080.The orthometric height was scaled from a topographic map.
 AY2080
 AY2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2080
 AY2080.The geoid height was determined by GEOID03.
 AY2080
 AY2080;                    North         East     Units Scale Factor Converg.
 AY2080;SPC TXSC     - 4,186,334.359   542,884.786   MT  0.99986807   -0 17 19.1
 AY2080;SPC TXSC     -13,734,665.31  1,781,114.50   sFT  0.99986807   -0 17 19.1
 AY2080;UTM  14      - 3,265,007.269   442,899.336   MT  0.99964023   -0 17 24.9
 AY2080
 AY2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2080!SPC TXSC     -   0.99991330  x   0.99986807  =   0.99978138
 AY2080!UTM  14      -   0.99991330  x   0.99964023  =   0.99955356
 AY2080
 AY2080                          SUPERSEDED SURVEY CONTROL
 AY2080
 AY2080  NAD 83(1986)-  29 30 48.06260(N)    099 35 21.02674(W) AD(       ) 2
 AY2080  NAD 27      -  29 30 47.23300(N)    099 35 19.84800(W) AD(       ) 2
 AY2080
 AY2080.Superseded values are not recommended for survey control.
 AY2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2080.See file dsdata.txt to determine how the superseded data were derived.
 AY2080
 AY2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT4289965007(NAD 83)
 AY2080_MARKER: B = BOLT
 AY2080_SETTING: 66 = SET IN ROCK OUTCROP
 AY2080_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 AY2080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2080+STABILITY: POSITION/ELEVATION WELL
 AY2080
 AY2080  HISTORY     - Date     Condition        Report By
 AY2080  HISTORY     - 1924     MONUMENTED       USGS
 AY2080
 AY2080                          STATION DESCRIPTION
 AY2080
 AY2080'DESCRIBED BY US GEOLOGICAL SURVEY 1924 (HO)
 AY2080'COPPER BOLT CEMENTED WITH SULPHUR IN LIMESTONE ROCK, 2.00 METERS
 AY2080'(6.6 FEET) S 13 DEG 54 MIN W FROM STATION BALD.
 AY2080'
 AY2080'A REFERENCE MARK CONSISTING OF AN ARROW CUT IN FLAT LIMESTONE
 AY2080'IS 19.9 FEET FROM STATION N 02 DEG 06 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0661 ***********************************************************************
 DP0661  DESIGNATION -  PETERSBURG ATT MICRO RELAY MST
 DP0661  PID         -  DP0661
 DP0661  STATE/COUNTY-  TX/HALE
 DP0661  USGS QUAD   -  PETERSBURG (1965)
 DP0661
 DP0661                         *CURRENT SURVEY CONTROL
 DP0661  ___________________________________________________________________
 DP0661* NAD 83(1993)-  33 50 31.89556(N)    101 36 27.27193(W)     ADJUSTED  
 DP0661* NAVD 88     -                                                        
 DP0661  ___________________________________________________________________
 DP0661  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DP0661  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 DP0661
 DP0661  HORZ ORDER  -  THIRD
 DP0661
 DP0661.The horizontal coordinates were established by classical geodetic methods
 DP0661.and adjusted by the National Geodetic Survey in February 1996..
 DP0661
 DP0661
 DP0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0661
 DP0661.The geoid height was determined by GEOID03.
 DP0661
 DP0661;                    North         East     Units Scale Factor Converg.
 DP0661;SPC TXNC     - 2,245,506.698   312,428.745   MT  0.99996765   -1 41 41.5
 DP0661;SPC TXNC     - 7,367,133.23  1,025,026.64   sFT  0.99996765   -1 41 41.5
 DP0661;UTM  14      - 3,747,717.825   258,719.796   MT  1.00031773   -1 27 10.4
 DP0661
 DP0661                          SUPERSEDED SURVEY CONTROL
 DP0661
 DP0661  NAD 83(1986)-  33 50 31.90201(N)    101 36 27.26523(W) AD(       ) 4
 DP0661  NAD 27      -  33 50 31.61061(N)    101 36 25.66895(W) AD(       ) 3
 DP0661
 DP0661.Superseded values are not recommended for survey control.
 DP0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0661.See file dsdata.txt to determine how the superseded data were derived.
 DP0661
 DP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5872047718(NAD 83)
 DP0661_MARKER: 44 = MICROWAVE MAST
 DP0661
 DP0661  HISTORY     - Date     Condition        Report By
 DP0661  HISTORY     - 1964     FIRST OBSERVED   CGS
 DP0661
 DP0661                          STATION DESCRIPTION
 DP0661
 DP0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0661'THE STATION IS THE CENTER OF THE TOP OF A 259 FOOT HIGH STEEL MAST,
 DP0661'LOCATED 2 MILES SOUTH OF PETERSBURG, 0.8 MILE WEST OF FARM ROAD 789
 DP0661'AND ABOUT 100 FEET NORTH OF AN EAST-WEST GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2358 ***********************************************************************
 AH2358  DESIGNATION -  PETERSBURG ET
 AH2358  PID         -  AH2358
 AH2358  STATE/COUNTY-  TX/HALE
 AH2358  USGS QUAD   -  PETERSBURG (1965)
 AH2358
 AH2358                         *CURRENT SURVEY CONTROL
 AH2358  ___________________________________________________________________
 AH2358* NAD 83(1986)-  33 52 12.04595(N)    101 36 02.61781(W)     ADJUSTED  
 AH2358* NAVD 88     -      1037.4    (meters)    3404.     (feet)  VERTCON   
 AH2358  ___________________________________________________________________
 AH2358  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AH2358  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AH2358
 AH2358  HORZ ORDER  -  THIRD
 AH2358
 AH2358.The horizontal coordinates were established by classical geodetic methods
 AH2358.and adjusted by the National Geodetic Survey in July 1998..
 AH2358
 AH2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2358
 AH2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2358
 AH2358.The geoid height was determined by GEOID03.
 AH2358
 AH2358;                    North         East     Units Scale Factor Converg.
 AH2358;SPC TXNC     - 2,248,572.278   313,153.362   MT  0.99997447   -1 41 28.0
 AH2358;SPC TXNC     - 7,377,190.88  1,027,403.99   sFT  0.99997447   -1 41 28.0
 AH2358;UTM  14      - 3,750,787.489   259,431.731   MT  1.00031350   -1 27 00.4
 AH2358
 AH2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2358!SPC TXNC     -   0.99984123  x   0.99997447  =   0.99981571
 AH2358!UTM  14      -   0.99984123  x   1.00031350  =   1.00015468
 AH2358
 AH2358                          SUPERSEDED SURVEY CONTROL
 AH2358
 AH2358  NGVD 29 (07/28/98) 1037.0    (m)         3402.     (f) VERT ANG       
 AH2358
 AH2358.Superseded values are not recommended for survey control.
 AH2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2358.See file dsdata.txt to determine how the superseded data were derived.
 AH2358
 AH2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5943250787(NAD 83)
 AH2358_MARKER: DS = TRIANGULATION STATION DISK
 AH2358
 AH2358  HISTORY     - Date     Condition        Report By
 AH2358  HISTORY     - 1962     MONUMENTED       USGS
 AH2358
 AH2358                          STATION DESCRIPTION
 AH2358
 AH2358'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2358'LOCATED AT PETERSBURG, TEXAS, ON TOP OF THE HEADER HOUSE OF THE
 AH2358'PETERSBURG CO-OP GRAIN CO. ELEVATOR, 8.6 FT. S. OF THE N. EDGE, 8.4
 AH2358'FT. E. OF W. EDGE AND 9.0 FT. N. OF THE S. EDGE.
 AH2358'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---PETERSBURG-ET
 AH2358'1962---, CEMENTED IN A DRILL HOLE ON THE CONCRETE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0664 ***********************************************************************
 DP0664  DESIGNATION -  PETERSBURG FINKER FARM SILO
 DP0664  PID         -  DP0664
 DP0664  STATE/COUNTY-  TX/HALE
 DP0664  USGS QUAD   -  JULIA LAKE (1968)
 DP0664
 DP0664                         *CURRENT SURVEY CONTROL
 DP0664  ___________________________________________________________________
 DP0664* NAD 83(1993)-  33 52 49.33093(N)    101 37 57.24119(W)     ADJUSTED  
 DP0664* NAVD 88     -                                                        
 DP0664  ___________________________________________________________________
 DP0664  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 DP0664  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DP0664
 DP0664  HORZ ORDER  -  THIRD
 DP0664
 DP0664.The horizontal coordinates were established by classical geodetic methods
 DP0664.and adjusted by the National Geodetic Survey in February 1996..
 DP0664
 DP0664
 DP0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0664
 DP0664.The geoid height was determined by GEOID03.
 DP0664
 DP0664;                    North         East     Units Scale Factor Converg.
 DP0664;SPC TXNC     - 2,249,807.917   310,242.994   MT  0.99997707   -1 42 30.5
 DP0664;SPC TXNC     - 7,381,244.81  1,017,855.56   sFT  0.99997707   -1 42 30.5
 DP0664;UTM  14      - 3,752,011.319   256,515.190   MT  1.00033090   -1 28 05.8
 DP0664
 DP0664                          SUPERSEDED SURVEY CONTROL
 DP0664
 DP0664  NAD 83(1986)-  33 52 49.33742(N)    101 37 57.23448(W) AD(       ) 4
 DP0664  NAD 27      -  33 52 49.05148(N)    101 37 55.63367(W) AD(       ) 3
 DP0664
 DP0664.Superseded values are not recommended for survey control.
 DP0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0664.See file dsdata.txt to determine how the superseded data were derived.
 DP0664
 DP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5651552011(NAD 83)
 DP0664_MARKER: 64 = SILO
 DP0664
 DP0664  HISTORY     - Date     Condition        Report By
 DP0664  HISTORY     - 1964     FIRST OBSERVED   CGS
 DP0664
 DP0664                          STATION DESCRIPTION
 DP0664
 DP0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0664'THE STATION IS THE CENTER OF THE TOP OF A SILVER COLORED DOME
 DP0664'MOUNTED ON THE TOP OF A 90 FOOT HIGH CONCRETE SILO.  THE OVERALL
 DP0664'HEIGHT BEING 100 FEET.
 DP0664'
 DP0664'IT IS LOCATED ABOUT 2 MILES WEST OF PETERSBURG AND 0.2 MILE NORTH
 DP0664'OF FARM ROAD 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0660 ***********************************************************************
 DP0660  DESIGNATION -  PETERSBURG MUNICIPAL TANK
 DP0660  PID         -  DP0660
 DP0660  STATE/COUNTY-  TX/HALE
 DP0660  USGS QUAD   -  PETERSBURG (1965)
 DP0660
 DP0660                         *CURRENT SURVEY CONTROL
 DP0660  ___________________________________________________________________
 DP0660* NAD 83(1993)-  33 52 11.86241(N)    101 35 49.62966(W)     ADJUSTED  
 DP0660* NAVD 88     -                                                        
 DP0660  ___________________________________________________________________
 DP0660  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 DP0660  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DP0660
 DP0660  HORZ ORDER  -  THIRD
 DP0660
 DP0660.The horizontal coordinates were established by classical geodetic methods
 DP0660.and adjusted by the National Geodetic Survey in February 1996..
 DP0660
 DP0660
 DP0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0660
 DP0660.The geoid height was determined by GEOID03.
 DP0660
 DP0660;                    North         East     Units Scale Factor Converg.
 DP0660;SPC TXNC     - 2,248,556.780   313,486.856   MT  0.99997446   -1 41 20.9
 DP0660;SPC TXNC     - 7,377,140.04  1,028,498.13   sFT  0.99997446   -1 41 20.9
 DP0660;UTM  14      - 3,750,773.390   259,765.400   MT  1.00031152   -1 26 53.1
 DP0660
 DP0660                          SUPERSEDED SURVEY CONTROL
 DP0660
 DP0660  NAD 83(1986)-  33 52 11.86884(N)    101 35 49.62309(W) AD(       ) 4
 DP0660  NAD 27      -  33 52 11.58040(N)    101 35 48.02743(W) AD(       ) 3
 DP0660
 DP0660.Superseded values are not recommended for survey control.
 DP0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0660.See file dsdata.txt to determine how the superseded data were derived.
 DP0660
 DP0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5976550773(NAD 83)
 DP0660_MARKER: 53 = ELEVATED TANK
 DP0660
 DP0660  HISTORY     - Date     Condition        Report By
 DP0660  HISTORY     - 1964     FIRST OBSERVED   CGS
 DP0660
 DP0660                          STATION DESCRIPTION
 DP0660
 DP0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0660'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH ELEVATED
 DP0660'TANK, LOCATED NEAR THE CENTER OF TOWN, 250 FEET SOUTHEAST OF G AND
 DP0660'MAIN STREETS, 1 BLOCK SOUTH OF THE POST OFFICE AND 0.7 MILE SOUTH
 DP0660'OF FARM ROAD 789.  THE ROOF OF THE TANK IS PAINTED GREEN.  THE
 DP0660'REMAINDER OF THE STRUCTURE IS PAINTED ALUMINUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0655 ***********************************************************************
 DP0655  DESIGNATION -  PETERSBURG RAILROAD WATER TANK
 DP0655  PID         -  DP0655
 DP0655  STATE/COUNTY-  TX/HALE
 DP0655  USGS QUAD   -  BARWISE (1968)
 DP0655
 DP0655                         *CURRENT SURVEY CONTROL
 DP0655  ___________________________________________________________________
 DP0655* NAD 83(1993)-  33 52 35.30864(N)    101 35 51.02707(W)     ADJUSTED  
 DP0655* NAVD 88     -                                                        
 DP0655  ___________________________________________________________________
 DP0655  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DP0655  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DP0655
 DP0655  HORZ ORDER  -  THIRD
 DP0655
 DP0655.The horizontal coordinates were established by classical geodetic methods
 DP0655.and adjusted by the National Geodetic Survey in February 1996..
 DP0655
 DP0655
 DP0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0655
 DP0655.The geoid height was determined by GEOID03.
 DP0655
 DP0655;                    North         East     Units Scale Factor Converg.
 DP0655;SPC TXNC     - 2,249,279.912   313,472.254   MT  0.99997609   -1 41 21.7
 DP0655;SPC TXNC     - 7,379,512.51  1,028,450.22   sFT  0.99997609   -1 41 21.7
 DP0655;UTM  14      - 3,751,496.697   259,747.751   MT  1.00031162   -1 26 54.8
 DP0655
 DP0655                          SUPERSEDED SURVEY CONTROL
 DP0655
 DP0655  NAD 83(1986)-  33 52 35.31562(N)    101 35 51.02000(W) AD(       ) 4
 DP0655  NAD 27      -  33 52 35.02700(N)    101 35 49.40000(W) AD(       ) 3
 DP0655
 DP0655.Superseded values are not recommended for survey control.
 DP0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0655.See file dsdata.txt to determine how the superseded data were derived.
 DP0655
 DP0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5974851497(NAD 83)
 DP0655_MARKER: 51 = TANK
 DP0655
 DP0655  HISTORY     - Date     Condition        Report By
 DP0655  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0655
 DP0655                          STATION DESCRIPTION
 DP0655
 DP0655'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0707 ***********************************************************************
 EM0707  DESIGNATION -  PETROLIA MUNICIPAL TANK
 EM0707  PID         -  EM0707
 EM0707  STATE/COUNTY-  TX/CLAY
 EM0707  USGS QUAD   -  PETROLIA (1984)
 EM0707
 EM0707                         *CURRENT SURVEY CONTROL
 EM0707  ___________________________________________________________________
 EM0707* NAD 83(1993)-  34 00 51.91842(N)    098 14 01.92642(W)     ADJUSTED  
 EM0707* NAVD 88     -                                                        
 EM0707  ___________________________________________________________________
 EM0707  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 EM0707  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EM0707
 EM0707  HORZ ORDER  -  THIRD
 EM0707
 EM0707.The horizontal coordinates were established by classical geodetic methods
 EM0707.and adjusted by the National Geodetic Survey in February 1996..
 EM0707
 EM0707
 EM0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0707
 EM0707.The geoid height was determined by GEOID03.
 EM0707
 EM0707;                    North         East     Units Scale Factor Converg.
 EM0707;SPC TXNC     - 2,260,387.822   624,582.660   MT  1.00001367   +0 08 42.5
 EM0707;SPC TXNC     - 7,415,955.71  2,049,151.61   sFT  1.00001367   +0 08 42.5
 EM0707;UTM  14      - 3,764,019.615   570,739.424   MT  0.99966168   +0 25 42.9
 EM0707
 EM0707                          SUPERSEDED SURVEY CONTROL
 EM0707
 EM0707  NAD 83(1993)-  34 00 51.91856(N)    098 14 01.92617(W) AD(       ) 4
 EM0707  NAD 83(1986)-  34 00 51.92143(N)    098 14 01.91366(W) AD(       ) 4
 EM0707  NAD 27      -  34 00 51.57830(N)    098 14 00.75171(W) AD(       ) 3
 EM0707
 EM0707.Superseded values are not recommended for survey control.
 EM0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0707.See file dsdata.txt to determine how the superseded data were derived.
 EM0707
 EM0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7073964020(NAD 83)
 EM0707
 EM0707  HISTORY     - Date     Condition        Report By
 EM0707  HISTORY     - 1965     MONUMENTED       CGS
 EM0707
 EM0707                          STATION DESCRIPTION
 EM0707
 EM0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0707'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL BOTTOM
 EM0707'ELEVATED WATER TANK, SUPPORTED BY 4 LEGS AND HAS AN OVERALL
 EM0707'HEIGHT OF ABOUT 130 FEET.  IT IS LOCATED ABOUT 150 FEET EAST
 EM0707'OF FARM ROAD 810 IN THE CENTER OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1569 ***********************************************************************
 AH1569  DESIGNATION -  PETRONILLA
 AH1569  PID         -  AH1569
 AH1569  STATE/COUNTY-  TX/NUECES
 AH1569  USGS QUAD   -  PETRONILA NE (1975)
 AH1569
 AH1569                         *CURRENT SURVEY CONTROL
 AH1569  ___________________________________________________________________
 AH1569* NAD 83(1993)-  27 41 14.69285(N)    097 35 12.59870(W)     ADJUSTED  
 AH1569* NAVD 88     -        16.7    (meters)      55.     (feet)  VERTCON   
 AH1569  ___________________________________________________________________
 AH1569  X           -    -746,211.116 (meters)                     COMP
 AH1569  Y           -  -5,602,412.876 (meters)                     COMP
 AH1569  Z           -   2,945,871.410 (meters)                     COMP
 AH1569  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AH1569  ELLIP HEIGHT-          -9.85  (meters)          (06/17/02) GPS OBS
 AH1569  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH1569
 AH1569  HORZ ORDER  -  FIRST
 AH1569  ELLP ORDER  -  FIFTH     CLASS I
 AH1569
 AH1569.The horizontal coordinates were established by GPS observations
 AH1569.and adjusted by the National Geodetic Survey in February 1996..
 AH1569
 AH1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1569
 AH1569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1569
 AH1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1569
 AH1569.The ellipsoidal height was determined by GPS observations
 AH1569.and is referenced to NAD 83.
 AH1569
 AH1569.The geoid height was determined by GEOID03.
 AH1569
 AH1569;                    North         East     Units Scale Factor Converg.
 AH1569;SPC TX S     - 5,224,213.306   390,074.849   MT  0.99996631   +0 24 52.5
 AH1569;SPC TX S     -17,139,773.15  1,279,770.57   sFT  0.99996631   +0 24 52.5
 AH1569;UTM  14      - 3,063,375.096   639,353.117   MT  0.99983970   +0 39 24.2
 AH1569
 AH1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1569!SPC TX S     -   1.00000155  x   0.99996631  =   0.99996786
 AH1569!UTM  14      -   1.00000155  x   0.99983970  =   0.99984125
 AH1569
 AH1569:                Primary Azimuth Mark                     Grid Az
 AH1569:SPC TX S     -  CLARKWOOD MUNICIPAL TANK                 024 40 43.3
 AH1569:UTM  14      -  CLARKWOOD MUNICIPAL TANK                 024 26 11.6
 AH1569
 AH1569|---------------------------------------------------------------------|
 AH1569| PID    Reference Object                     Distance      Geod. Az  |
 AH1569|                                                           dddmmss.s |
 AH1569| AH1561 CLARKWOOD MUNICIPAL TANK            APPROX.11.9 KM 0250535.8 |
 AH1569| AH0802 Z 609 RESET                                        0892435.2 |
 AH1569| CV2794 PETRONILLA RM 3                      21.486 METERS 15053     |
 AH1569| CV2793 PETRONILLA RM 1                      24.935 METERS 17500     |
 AH1569| AH0803 Y 609                                17.639 METERS 26903     |
 AH1569| CV2795 PETRONILLA RM 4                      17.628 METERS 26915     |
 AH1569| AH0804 X 609                                              2703858.7 |
 AH1569|---------------------------------------------------------------------|
 AH1569
 AH1569                          SUPERSEDED SURVEY CONTROL
 AH1569
 AH1569  ELLIP H (02/16/96)   -9.71   (m)                       GP(       ) 5 1
 AH1569  NAD 83(1986)-  27 41 14.70101(N)    097 35 12.58018(W) AD(       ) 1
 AH1569  NAD 27      -  27 41 13.59200(N)    097 35 11.59900(W) AD(       ) 2
 AH1569  NGVD 29 (04/09/92)   16.8    (m)           55.     (f) GPS OBS        
 AH1569
 AH1569.Superseded values are not recommended for survey control.
 AH1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1569.See file dsdata.txt to determine how the superseded data were derived.
 AH1569
 AH1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3935363375(NAD 83)
 AH1569_MARKER: DD = SURVEY DISK
 AH1569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1569_SP_SET: METAL PIPE IN CONCRETE
 AH1569_STAMPING: PETRONILLA 1949
 AH1569_MARK LOGO: CGS   
 AH1569_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1569+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2002
 AH1569
 AH1569  HISTORY     - Date     Condition        Report By
 AH1569  HISTORY     - 1949     MONUMENTED       CGS
 AH1569  HISTORY     - 1949     GOOD             CGS
 AH1569  HISTORY     - 1969     GOOD             CGS
 AH1569  HISTORY     - 1980     GOOD             TXHD
 AH1569  HISTORY     - 19910322 GOOD             TE
 AH1569  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1569  HISTORY     - 20020101 GOOD             INDIV
 AH1569  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH1569  HISTORY     - 20060109 GOOD             INDIV
 AH1569
 AH1569                          STATION DESCRIPTION
 AH1569
 AH1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1569'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHEAST OF ROBSTOWN,
 AH1569'6.5 MILES SOUTH OF VIOLET, 3.25 MILES EAST-NORTHEAST OF THE
 AH1569'VILLAGE OF PETRONILLA, 65 FEET SOUTHWEST OF THE CENTER OF A
 AH1569'CROSSROAD, 54 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD,
 AH1569'49 FEET EAST OF A TELEPHONE POLE, AND 39 FEET SOUTH OF THE
 AH1569'CENTER OF FARM ROAD NO. 665.  IT IS SET FLUSH WITH THE GROUND
 AH1569'AND IS STAMPED, PETRONILLA 1949.
 AH1569'
 AH1569'REFERENCE MARK NO. 1 IS 49 FEET WEST OF THE CENTER OF A
 AH1569'NORTH-SOUTH ROAD AND 28 FEET NORTHWEST OF A FENCE CORNER.
 AH1569'IT PROJECTS 1 INCH AND IS STAMPED, PETRONILLA NO 1 1949.
 AH1569'
 AH1569'REFERENCE MARK NO. 2 IS BENCH MARK Y 609.  IT IS SET IN THE
 AH1569'TOP OF A PRE-CAST CONCRETE POST THAT PROJECTS 9 INCHES.  IT IS
 AH1569'40 FEET SOUTH OF THE CENTER OF FARM ROAD NO. 665, 9.2 FEET
 AH1569'WEST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST, AND
 AH1569'1 FOOT NORTH OF A FENCE.  IT IS STAMPED, Y 609 1942.
 AH1569'
 AH1569'AZIMUTH MARK IS BENCH MARK X 609.  IT IS SET IN THE TOP OF A
 AH1569'PRE-CAST CONCRETE POST THAT PROJECTS 9 INCHES.  IT IS 45 FEET
 AH1569'NORTH OF THE CENTER OF FARM ROAD NO. 665 AND 3 FEET EAST-SOUTHEAST
 AH1569'OF A POWER LINE POLE.  IT IS STAMPED, X 609 1942.
 AH1569'
 AH1569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 77
 AH1569'AND STATE HIGHWAY NO. 44, ABOUT ONE BLOCK EAST OF THE CITY
 AH1569'WATER TANK IN ROBSTOWN, GO EAST ON STATE HIGHWAY NO. 44 FOR 0.7
 AH1569'MILE TO A CROSSROAD, HUMBLE SERVICE STATION ON THE RIGHT, TURN
 AH1569'RIGHT AND GO SOUTH ON PAVED ROAD FOR 6.85 MILES TO A CROSSROAD,
 AH1569'TURN LEFT AND GO EAST FOR 1.1 MILES TO JUNCTION WITH FARM ROAD
 AH1569'NO. 665, CONTINUE EAST ON FARM ROAD NO. 665 FOR 2.0 MILES.
 AH1569'AZIMUTH MARK BENCH MARK X 609 ON THE LEFT, CONTINUE EAST ON
 AH1569'FARM ROAD NO. 665 FOR 1.1 MILE TO A CROSSROAD AND STATION
 AH1569'AS DESCRIBED.
 AH1569'
 AH1569'A 74 FOOT SIGNAL AT CHAPMAN IS VISIBLE AT 37 FEET.
 AH1569'
 AH1569'A 74 FOOT SIGNAL AT CHILTIPIN IS VISIBLE AT 37 FEET.
 AH1569'
 AH1569'A 74 FOOT SIGNAL AT LUBY IS VISIBLE AT 37 FEET.
 AH1569'
 AH1569'A 74 FOOT SIGNAL AT DRISCOLL IS VISIBLE AT 37 FEET.
 AH1569'
 AH1569'AN 87 FOOT SIGNAL AT ROGERS 2 IS VISIBLE AT 15 FEET.
 AH1569'
 AH1569'AN 87 FOOT SIGNAL AT FAIRVIEW 1931 IS VISIBLE AT 50 FEET.
 AH1569'
 AH1569'ANN 87 FOOT SIGNAL AT KLEPAC IS VISIBLE AT 64 FEET.
 AH1569'
 AH1569'A 60 FOOT TOWER AT CUDDIHY IS VISIBLE AT 50 FEET.
 AH1569'
 AH1569'HEIGHT OF LIGHT ABOVE STATIN MARK 26 METERS.
 AH1569
 AH1569                          STATION RECOVERY (1949)
 AH1569
 AH1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 AH1569'RECOVERED IN GOOD CONDITION.
 AH1569
 AH1569                          STATION RECOVERY (1969)
 AH1569
 AH1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1569'STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 AH1569'NO. 1 FOUND IN POOR CONDITION AND BENCH MARK Y 609 (R.M. NO.2)
 AH1569'FOUND DESTROYED.  BENCH MARK X 609 (AZI.MK.) WAS SEARCHED FOR
 AH1569'BUT NOT FOUND.  MARK IS PROBABLY DESTROYED AS SITE IS NOW
 AH1569'IN CULTIVATION.  AT REQUEST OF LAND OWNER R.M. NO. 1 WAS
 AH1569'DESTROYED.  TWO NEW REFERENCE MARKS WERE SET.  BENCH MARK
 AH1569'Z 609 RESET 1964 RECOVERED IN GOOD CONDITION, THEN AN AZIMUTH
 AH1569'OBSERVATION ON POLARIS MADE TO Z 609 RESET 1964.  A COMPLETE
 AH1569'DESCRIPTION FOLLOWS.
 AH1569'
 AH1569'STATION IS ABOUT 8 MILES SOUTHEAST OF ROBSTOWN, 3-1/4 MILES
 AH1569'EAST-NORTHEAST OF THE VILLAGE OF PETRONILLA, AT THE SOUTHWEST
 AH1569'ANGLE OF A CROSSROAD, AND ALONG THE SOUTH RIGHT-OF-WAY OF FARM
 AH1569'ROAD 665.
 AH1569'
 AH1569'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND
 AH1569'U.S. HIGHWAY 77 AT SOUTHEAST PART OF ROBSTOWN, GO EAST ON STATE
 AH1569'HIGHWAY 44 FOR 2.3 MILES TO F.M. HIGHWAY 1694, TURN RIGHT,
 AH1569'SOUTH, GO 6.6 MILES ALONG F.M. HIGHWAY 1694 TO F.M. HIGHWAY 665.
 AH1569'TURN LEFT, EAST, GO 2.0 MILES TO A CROSSROAD AND STATION.
 AH1569'CONTINUE EAST ON HIGHWAY 0.55 MILE TO AZIMUTH MARK (Z 609 RESET
 AH1569'1964).
 AH1569'
 AH1569'STATION MARK A STANDARD DISK, STAMPED PETRONILLA 1949, IS
 AH1569'SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS 3 INCHES BELOW
 AH1569'SURFACE OF GROUND.  IT IS 39.3 FEET SOUTH OF THE CENTER LINE
 AH1569'OF HIGHWAY, 54 FEET WEST OF CENTER LINE OF A NORTH-SOUTH ROAD,
 AH1569'AND 89.2 FEET SOUTHWEST OF ROAD INTERSECTION.
 AH1569'
 AH1569'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED PETRONILLA 1949
 AH1569'NO 3 1968, IS SET IN A 10 IN X 10 IN CONCRETE POST 1 INCH BELOW
 AH1569'SURFACE OF GROUND.  IT IS 101 FEET SOUTH OF CENTER LINE OF
 AH1569'HIGHWAY, AND 21 FEET WEST OF CENTER LINE OF THE NORTH-SOUTH ROAD.
 AH1569'
 AH1569'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED PETRONILLA 1949
 AH1569'NO 4 1968 IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH
 AH1569'SURFACE OF GROUND.  IT IS 40 FEET SOUTH OF CENTER LINE OF
 AH1569'HIGHWAY, 112 FEET WEST OF THE CENTER LINE OF NORTH-SOUTH ROAD,
 AH1569'AND 21 FEET NORTHEAST OF A POWER LINE POLE NO. 167.
 AH1569'
 AH1569'AZIMUTH MARK, A C AND GS BENCH MARK DISK, STAMPED Z 609 RESET
 AH1569'1964, IS CEMENTED IN A DRILL HOLE IN THE SOUTH HEADWALL OF A
 AH1569'4-CHANNEL CONCRETE CULVERT UNDER HIGHWAY 665.  IT IS AT THE
 AH1569'EAST END OF HEADWALL, ABOUT 15 FEET SOUTH AND 0.5 FOOT HIGHER
 AH1569'THAN CENTER LINE OF HIGHWAY.
 AH1569'
 AH1569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.25 MILES
 AH1569'EAST-NOTHEAST OF PETRONILLA
 AH1569
 AH1569                          STATION RECOVERY (1980)
 AH1569
 AH1569'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1980 (FM)
 AH1569'PETRONILLA 1949 RECOVERED IN GOOD CONDITION.
 AH1569'
 AH1569'NO REFERENCES OR AZ.
 AH1569'
 AH1569'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES ENE OF PETRONILLA.
 AH1569
 AH1569                          STATION RECOVERY (1991)
 AH1569
 AH1569'RECOVERY NOTE BY THOMPSON ENGINEERING 1991
 AH1569'STATION IS ABOUT 8 MILES SOUTHEAST OF ROBSTOWN, 3-1/4 MILES
 AH1569'EAST-NORTHEAST OF THE VILLAGE OF PETRONILLA, AT THE SOUTHWEST
 AH1569'ANGLE OF A CROSSROAD, AND ALONG THE SOUTH RIGHT-OF-WAY OF FARM
 AH1569'ROAD 665.
 AH1569'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND
 AH1569'U.S. HIGHWAY 77 AT SOUTHEAST PART OF ROBSTOWN, GO EAST ON STATE
 AH1569'HIGHWAY 44 FOR 2.3 MILES TO F.M. HIGHWAY 1694, TURN RIGHT,
 AH1569'SOUTH, GO 6.6 MILES ALONG F.M. HIGHWAY 1694 TO F.M. HIGHWAY 665.
 AH1569'TURN LEFT, EAST, GO 2.0 MILES TO A CROSSROAD AND STATION.
 AH1569'STATION MARK A STANDARD DISK, STAMPED PETRONILLA 1949, IS
 AH1569'SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS 3 INCHES BELOW
 AH1569'SURFACE OF GROUND.  IT IS 39.3 FEET SOUTH OF THE CENTER LINE
 AH1569'OF HIGHWAY, 54 FEET WEST OF CENTER LINE OF A NORTH-SOUTH ROAD,
 AH1569'AND 89.2 FEET SOUTHWEST OF ROAD INTERSECTION.
 AH1569
 AH1569                          STATION RECOVERY (2001)
 AH1569
 AH1569'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH1569'MARK NOT FOUND.
 AH1569
 AH1569                          STATION RECOVERY (2002)
 AH1569
 AH1569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 AH1569'RECOVERED IN GOOD CONDITION.
 AH1569
 AH1569                          STATION RECOVERY (2002)
 AH1569
 AH1569'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1569'MARK NOT FOUND.
 AH1569
 AH1569                          STATION RECOVERY (2006)
 AH1569
 AH1569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLM)
 AH1569'STATION IS LOCATED IN A DRAINAGE DITCH AND IS 18 INCHES BELOW THE
 AH1569'BOTTOM OF THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1580 ***********************************************************************
 AH1580  DESIGNATION -  PETRONILLA CONSOL SCH TK
 AH1580  PID         -  AH1580
 AH1580  STATE/COUNTY-  TX/NUECES
 AH1580  USGS QUAD   -  DRISCOLL EAST (1975)
 AH1580
 AH1580                         *CURRENT SURVEY CONTROL
 AH1580  ___________________________________________________________________
 AH1580* NAD 83(1993)-  27 40 24.83239(N)    097 38 12.33572(W)     ADJUSTED  
 AH1580* NAVD 88     -                                                        
 AH1580  ___________________________________________________________________
 AH1580  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AH1580  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH1580
 AH1580  HORZ ORDER  -  THIRD
 AH1580
 AH1580.The horizontal coordinates were established by classical geodetic methods
 AH1580.and adjusted by the National Geodetic Survey in February 1996..
 AH1580
 AH1580
 AH1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1580
 AH1580.The geoid height was determined by GEOID03.
 AH1580
 AH1580;                    North         East     Units Scale Factor Converg.
 AH1580;SPC TX S     - 5,222,643.942   385,160.629   MT  0.99996345   +0 23 30.9
 AH1580;SPC TX S     -17,134,624.33  1,263,647.83   sFT  0.99996345   +0 23 30.9
 AH1580;UTM  14      - 3,061,785.226   634,446.217   MT  0.99982312   +0 37 59.6
 AH1580
 AH1580                          SUPERSEDED SURVEY CONTROL
 AH1580
 AH1580  NAD 83(1986)-  27 40 24.84133(N)    097 38 12.31529(W) AD(       ) 4
 AH1580  NAD 27      -  27 40 23.73000(N)    097 38 11.33300(W) AD(       ) 3
 AH1580
 AH1580.Superseded values are not recommended for survey control.
 AH1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1580.See file dsdata.txt to determine how the superseded data were derived.
 AH1580
 AH1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3444661785(NAD 83)
 AH1580_MARKER: 51 = TANK
 AH1580
 AH1580  HISTORY     - Date     Condition        Report By
 AH1580  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1580  HISTORY     - 1986     GOOD             USPSQD
 AH1580  HISTORY     - 20010728 GOOD             USPSQD
 AH1580
 AH1580                          STATION DESCRIPTION
 AH1580
 AH1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1580'IT IS LOCATED IN THE VILLAGE OF PETRONILLA, ON THE PETRONILLA
 AH1580'CONSOLIDATED SCHOOL GROUNDS.  IT IS 60 FEET SOUTHEAST OF THE
 AH1580'CENTER OF FARM ROAD NO. 665, 61 FEET NORTH-NORTHWEST OF THE
 AH1580'NORTHWEST CORNER OF A GYMNASIUM, AND 20 FEET NORTHEAST
 AH1580'OF THE SOUTHWEST CORNER OF A SMALL WHITE TEACHERAGE.
 AH1580'
 AH1580'THE TANK PROPER IS CONSTRUCTED OF CONCRETE AND HAS A CONICAL
 AH1580'CONCRETE ROOF.  IT IS SUPPORTED BY FOUR REINFORCED CONCRETE
 AH1580'LEGS AND HAS AN OVERALL HEIGHT OF ABOUT 41 FEET.
 AH1580'
 AH1580'THE POINT OBSERVED UPON WAS THE CENTER OF THE PEAK OF THE
 AH1580'CONICAL ROOF.
 AH1580
 AH1580                          STATION RECOVERY (1986)
 AH1580
 AH1580'RECOVERY NOTE BY US POWER SQUADRON 1986 (RNN)
 AH1580'RECOVERED IN GOOD CONDITION.
 AH1580
 AH1580                          STATION RECOVERY (2001)
 AH1580
 AH1580'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0849 ***********************************************************************
 BM0849  CBN         -  This is a Cooperative Base Network Control Station.
 BM0849  DESIGNATION -  PETTIBONE
 BM0849  PID         -  BM0849
 BM0849  STATE/COUNTY-  TX/MILAM
 BM0849  USGS QUAD   -  PETTIBONE (1989)
 BM0849
 BM0849                         *CURRENT SURVEY CONTROL
 BM0849  ___________________________________________________________________
 BM0849* NAD 83(1993)-  30 50 58.80184(N)    097 04 48.42627(W)     ADJUSTED  
 BM0849* NAVD 88     -       153.3    (meters)     503.     (feet)  GPS OBS   
 BM0849  ___________________________________________________________________
 BM0849  X           -    -675,531.135 (meters)                     COMP
 BM0849  Y           -  -5,438,874.397 (meters)                     COMP
 BM0849  Z           -   3,251,660.942 (meters)                     COMP
 BM0849  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 BM0849  ELLIP HEIGHT-         127.12  (meters)          (10/24/00) GPS OBS
 BM0849  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BM0849
 BM0849  HORZ ORDER  -  B
 BM0849  ELLP ORDER  -  FOURTH    CLASS II
 BM0849
 BM0849.The horizontal coordinates were established by GPS observations
 BM0849.and adjusted by the National Geodetic Survey in May 1994..
 BM0849
 BM0849.The orthometric height was determined by GPS observations and a
 BM0849.high-resolution geoid model.
 BM0849
 BM0849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM0849
 BM0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0849
 BM0849.The ellipsoidal height was determined by GPS observations
 BM0849.and is referenced to NAD 83.
 BM0849
 BM0849.The geoid height was determined by GEOID03.
 BM0849
 BM0849;                    North         East     Units Scale Factor Converg.
 BM0849;SPC TX C     - 3,135,690.789 1,011,102.168   MT  0.99988523   +1 40 32.2
 BM0849;SPC TX C     -10,287,678.86  3,317,257.70   sFT  0.99988523   +1 40 32.2
 BM0849;UTM  14      - 3,414,519.094   683,586.842   MT  1.00001577   +0 59 05.2
 BM0849
 BM0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0849!SPC TX C     -   0.99998004  x   0.99988523  =   0.99986527
 BM0849!UTM  14      -   0.99998004  x   1.00001577  =   0.99999581
 BM0849
 BM0849|---------------------------------------------------------------------|
 BM0849| PID    Reference Object                     Distance      Geod. Az  |
 BM0849|                                                           dddmmss.s |
 BM0849| CV5105 PETTIBONE RM 1                       29.810 METERS 01433     |
 BM0849| CV5106 PETTIBONE RM 2                       37.125 METERS 10735     |
 BM0849| CV6453 SW CORNER OF HOUSE                                 26408     |
 BM0849| CV5104 PETTIBONE AZ MK                                    2885837.2 |
 BM0849| BM0850 ROGERS CITY WATER TANK              APPROX.15.9 KM 3002533.2 |
 BM0849|---------------------------------------------------------------------|
 BM0849
 BM0849                          SUPERSEDED SURVEY CONTROL
 BM0849
 BM0849  ELLIP H (05/09/94)  127.26   (m)                       GP(       ) 4 2
 BM0849  NAD 83(1986)-  30 50 58.81060(N)    097 04 48.40617(W) AD(       ) 1
 BM0849  NAD 27      -  30 50 58.13500(N)    097 04 47.44500(W) AD(       ) 1
 BM0849
 BM0849.Superseded values are not recommended for survey control.
 BM0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0849.See file dsdata.txt to determine how the superseded data were derived.
 BM0849
 BM0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV8358714519(NAD 83)
 BM0849_MARKER: DS = TRIANGULATION STATION DISK
 BM0849_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0849_SP_SET: SQUARE CONCRETE MONUMENT
 BM0849_STAMPING: PETTIBONE 3 S1660086
 BM0849_MARK LOGO: CGS   
 BM0849_PROJECTION: FLUSH
 BM0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0849+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1993
 BM0849
 BM0849  HISTORY     - Date     Condition        Report By
 BM0849  HISTORY     - 1943     MONUMENTED       CGS
 BM0849  HISTORY     - 1943     GOOD             CGS
 BM0849  HISTORY     - 1962     GOOD             USGS
 BM0849  HISTORY     - 19930301 GOOD             NGS
 BM0849  HISTORY     - 19991112 POOR             USPSQD
 BM0849
 BM0849                          STATION DESCRIPTION
 BM0849
 BM0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0849'STATION IS LOCATED ABOUT 6 MILES W OF CAMERON AND ABOUT 0.1
 BM0849'MILE N OF THE PETTIBONE RAILROAD STATION ON THE RIGHT-OF-WAY
 BM0849'OF U.S. ROUTE 190.  MARK IS 1 FOOT N OF THE FENCE LINE, 22
 BM0849'PACES E OF THE W END OF THE WIRE FENCE, 18 PACES S OF THE
 BM0849'CENTER LINE OF THE ROAD, AND 105 FEET NE OF THE NE CORNER OF
 BM0849'THE HOUSE.  MARK IS STAMPED PETTIBONE 1943 AND PROJECTS
 BM0849'ABOUT 3 INCHES.
 BM0849'
 BM0849'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0849'DISKS SET IN CONCRETE.
 BM0849'
 BM0849'REFERENCE MARK NO. 1 IS 8 PACES E OF A POWER POLE, 1 FOOT
 BM0849'S OF A FENCE, AND 17 PACES N OF THE CENTER LINE OF THE ROAD.
 BM0849'MARK IS STAMPED PETTIBONE NO. 1 1943 AND PROJECTS ABOUT 2
 BM0849'INCHES.
 BM0849'
 BM0849'REFERENCE MARK NO. 2 IS 1 FOOT N OF THE FENCE LINE, 1 FOOT
 BM0849'NW OF THE FENCE CORNER, AND 17 PACES S OF THE CENTER LINE
 BM0849'OF THE ROAD.  MARK IS STAMPED PETTIBONE NO. 2 1943 AND PROJECTS
 BM0849'ABOUT 3 INCHES.
 BM0849'
 BM0849'AZIMUTH MARK IS ABOUT 0.45 MILE W OF THE STATION ON THE N
 BM0849'SIDE OF THE ROAD 17 PACES FROM THE CENTER LINE.  MARK IS
 BM0849'12 PACES EASTERLY FROM A POWER POLE AND IN THE FENCE LINE.
 BM0849'MARK IS STAMPED PETTIBONE 1943 AND PROJECTS ABOUT 2 INCHES.
 BM0849'
 BM0849'TO REACH THE STATION FROM CAMERON GO W ON U.S. ROUTE 190
 BM0849'FOR 6.3 MILES TO THE STATION ON THE LEFT AT THE CROSSROADS
 BM0849'IN PETTIBONE.
 BM0849'
 BM0849'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM0849
 BM0849                          STATION RECOVERY (1943)
 BM0849
 BM0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BM0849'RECOVERED IN GOOD CONDITION.
 BM0849
 BM0849                          STATION RECOVERY (1962)
 BM0849
 BM0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BM0849'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30097-1, STATION 1002.
 BM0849'RECOVERED BY USGS IN 1962.
 BM0849'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN CONCRETE, STAMPED
 BM0849'---PETTIBONE 1943---, AND PROJECTS ABOUT 3 IN.
 BM0849
 BM0849                          STATION RECOVERY (1993)
 BM0849
 BM0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BM0849'THE STATION WAS RECOVERED IN GOOD CONDITION BUT THE DATE IS NOT
 BM0849'CLEARLY LEGIBLE, A -3- IS LEGIBLE - PROBABLY PART OF THE YEAR STATION
 BM0849'WAS MONUMENTED. S1660086 HAS BEEN STAMPED UNDER THE WORD PETTIBONE BY
 BM0849'AN UNKNOWN AGENCY.
 BM0849'THE STATION IS LOCATED ABOUT 33 KM (20.50 MI) SOUTHEAST OF TEMPLE, 11
 BM0849'KM (6.85 MI) WEST OF CAMERON, IN THE SMALL TOWN OF PETTIBONE, IN FLAT
 BM0849'GRASS ON THE NORTHWEST EDGE OF A SMALL GRAVEL PARKING LOT FOR A
 BM0849'RESTAURANT AND IN THE RIGHT-OF-WAY OF HIGHWAY 190. OWNERSHIP--TEXAS
 BM0849'DEPARTMENT OF TRANSPORTATION.
 BM0849'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 190 AND STATE
 BM0849'HIGHWAY 36 IN CAMERON, GO NORTHWEST ON HIGHWAY 190 FOR 4.56 KM
 BM0849'(2.85 MI) TO THE Y-JUNCTION OF FARM ROAD 845 ON THE LEFT.  CONTINUE
 BM0849'WEST ON HIGHWAY 190 FOR 10.22 KM (6.35 MI) TO THE STATION ON THE LEFT
 BM0849'JUST BEFORE THE JUNCTION OF FARM ROAD 486.
 BM0849'STATION MARK IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 BM0849'PROJECTING 5 CM.  IT IS 18.2 M (59.7 FT) SOUTH FROM THE CENTER OF AND
 BM0849'LEVEL WITH HIGHWAY 190, 84.7 M (277.9 FT) EAST FROM THE CENTER OF
 BM0849'FARM ROAD 486, 37.1 M (121.7 FT) WEST-NORTHWEST FROM THE NORTHWEST
 BM0849'CORNER OF THE RESTAURANT, 32.0 M (105.0 FT) NORTHEAST FROM THE
 BM0849'NORTHEAST CORNER OF A HOUSE, 39.9 M (130.9 FT) NORTHWEST FROM A
 BM0849'POWERPOLE WITH A TRANSFORMER AT THE END OF A POWERLINE, 28.3 M
 BM0849'(92.8 FT) EAST-SOUTHEAST FROM THE POLE FOR HIGHWAY SIGN -190 EAST, 36
 BM0849'SOUTH-, 3.2 M (10.5 FT) SOUTH FROM THE CENTER OF A GRAVEL FRONTAGE
 BM0849'ROAD AND 0.95 M (3.12 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 BM0849
 BM0849                          STATION RECOVERY (1999)
 BM0849
 BM0849'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0849'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1969 ***********************************************************************
 FL1969  DESIGNATION -  PETTIT
 FL1969  PID         -  FL1969
 FL1969  STATE/COUNTY-  TX/WHEELER
 FL1969  USGS QUAD   -  SPRING CREEK (1962)
 FL1969
 FL1969                         *CURRENT SURVEY CONTROL
 FL1969  ___________________________________________________________________
 FL1969* NAD 83(1993)-  35 27 52.46943(N)    100 23 07.86748(W)     ADJUSTED  
 FL1969* NAVD 88     -       834.     (meters)    2736.     (feet)  SCALED    
 FL1969  ___________________________________________________________________
 FL1969  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 FL1969  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL1969
 FL1969  HORZ ORDER  -  FIRST
 FL1969
 FL1969.The horizontal coordinates were established by classical geodetic methods
 FL1969.and adjusted by the National Geodetic Survey in February 1996..
 FL1969
 FL1969.The orthometric height was scaled from a topographic map.
 FL1969
 FL1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1969
 FL1969.The geoid height was determined by GEOID03.
 FL1969
 FL1969;                    North         East     Units Scale Factor Converg.
 FL1969;SPC TX N     - 1,163,045.195   301,149.458   MT  0.99991121   +0 38 45.2
 FL1969;SPC TX N     - 3,815,757.44    988,021.18   sFT  0.99991121   +0 38 45.2
 FL1969;UTM  14      - 3,925,446.646   374,283.825   MT  0.99979476   -0 48 14.3
 FL1969
 FL1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1969!SPC TX N     -   0.99987325  x   0.99991121  =   0.99978447
 FL1969!UTM  14      -   0.99987325  x   0.99979476  =   0.99966804
 FL1969
 FL1969:                Primary Azimuth Mark                     Grid Az
 FL1969:SPC TX N     -  ALLISON PRODUCERS CORP ELEV              058 13 51.7
 FL1969:UTM  14      -  ALLISON PRODUCERS CORP ELEV              059 40 51.2
 FL1969
 FL1969|---------------------------------------------------------------------|
 FL1969| PID    Reference Object                     Distance      Geod. Az  |
 FL1969|                                                           dddmmss.s |
 FL1969| FL1887 ALLISON PRODUCERS CORP ELEV         APPROX.30.3 KM 0585236.9 |
 FL1969| CL3735 PETTIT RM 1                           6.905 METERS 06816     |
 FL1969| FL1963 WHEELER MUNICIPAL TANK              APPROX.10.6 KM 1024650.7 |
 FL1969| CL3734 PETTIT AZ MK                                       1342101.1 |
 FL1969| CL3736 PETTIT RM 2                           7.988 METERS 15448     |
 FL1969| FL1904 MOBEETIE METHODIST CH SPIRE         APPROX. 9.1 KM 3280421.3 |
 FL1969|---------------------------------------------------------------------|
 FL1969
 FL1969                          SUPERSEDED SURVEY CONTROL
 FL1969
 FL1969  NAD 83(1993)-  35 27 52.47020(N)    100 23 07.86723(W) AD(       ) 1
 FL1969  NAD 83(1986)-  35 27 52.47384(N)    100 23 07.85712(W) AD(       ) 1
 FL1969  NAD 27      -  35 27 52.30500(N)    100 23 06.40400(W) AD(       ) 1
 FL1969
 FL1969.Superseded values are not recommended for survey control.
 FL1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1969.See file dsdata.txt to determine how the superseded data were derived.
 FL1969
 FL1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7428425447(NAD 83)
 FL1969_MARKER: DS = TRIANGULATION STATION DISK
 FL1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1969
 FL1969  HISTORY     - Date     Condition        Report By
 FL1969  HISTORY     - 1951     MONUMENTED       CGS
 FL1969
 FL1969                          STATION DESCRIPTION
 FL1969
 FL1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1969'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST-NORTHWEST OF
 FL1969'WHEELER.  4 MILES SOUTHEAST OF MOBEETIE.  AND ON THE SUMMIT OF
 FL1969'A BARE RIDGE IN A PASTURE OWNED BY MR. WILLIE PETTIT.  THE MARK,
 FL1969'STAMPED PETTIT 1951, IS A BRONZE DISK SET IN A ROUND CONCRETE
 FL1969'POST FLUSH WITH THE GROUND, 3.6 METERS NORTH OF A WHITE WITNESS
 FL1969'POST.
 FL1969'
 FL1969'REFERENCE MARK NO. 1, STAMPED PETTIT NO 1 1951, IS A BRONZE
 FL1969'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 FL1969'
 FL1969'REFERENCE MARK NO. 2, STAMPED PETTIT NO 2 1951, IS A BRONZE
 FL1969'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 FL1969'IS 4 METERS SOUTH OF A WHITE WITNESS POST.
 FL1969'
 FL1969'THE AZIMUTH MARK, STAMPED PETTIT 1951, IS A BRONZE DISK SET IN A
 FL1969'ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 14 METERS
 FL1969'SOUTH OF THE CENTER ONE OF THREE POWER POLES.  2.5 METERS
 FL1969'NORTH OF THE CENTER OF A DIRT ROAD AND 1.0 METER NORTH OF A WHITE
 FL1969'WITNESS POST.
 FL1969'
 FL1969'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER.  GO WESTERLY
 FL1969'ON STATE HIGHWAY 152 FOR 3.3 MILES TO A JUNCTION WITH A DIRT
 FL1969'ROAD ON THE LEFT.  GO WEST ON DIRT ROAD FOR 3.1 MILES TO THE
 FL1969'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.3 MILE TO THE
 FL1969'PETTIT FARM BUILDINGS ON THE RIGHT.  TURN INTO THE FARM YARD AND
 FL1969'PASS TO THE EAST OF THE CORRAL AND BARN.  TURN LEFT THRU WIRE
 FL1969'GATE ON THE NORTH SIDE OF BARN AND GO 0.3 MILE TO THE TOP OF
 FL1969'THE RIDGE AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2186 ***********************************************************************
 AN2186  DESIGNATION -  PETTUS
 AN2186  PID         -  AN2186
 AN2186  STATE/COUNTY-  TX/BEE
 AN2186  USGS QUAD   -  TULSITA (1987)
 AN2186
 AN2186                         *CURRENT SURVEY CONTROL
 AN2186  ___________________________________________________________________
 AN2186* NAD 83(1993)-  28 39 12.71020(N)    097 47 20.63870(W)     ADJUSTED  
 AN2186* NAVD 88     -       136.1    (meters)     447.     (feet)  VERTCON   
 AN2186  ___________________________________________________________________
 AN2186  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AN2186  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN2186
 AN2186  HORZ ORDER  -  FIRST
 AN2186
 AN2186.The horizontal coordinates were established by classical geodetic methods
 AN2186.and adjusted by the National Geodetic Survey in February 1996..
 AN2186
 AN2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2186
 AN2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2186
 AN2186.The geoid height was determined by GEOID03.
 AN2186
 AN2186;                    North         East     Units Scale Factor Converg.
 AN2186;SPC TXSC     - 4,091,514.567   718,373.373   MT  0.99993342   +0 35 35.7
 AN2186;SPC TXSC     -13,423,577.38  2,356,863.31   sFT  0.99993342   +0 35 35.7
 AN2186;UTM  14      - 3,170,200.477   618,340.811   MT  0.99977283   +0 34 50.6
 AN2186
 AN2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2186!SPC TXSC     -   0.99998283  x   0.99993342  =   0.99991625
 AN2186!UTM  14      -   0.99998283  x   0.99977283  =   0.99975566
 AN2186
 AN2186:                Primary Azimuth Mark                     Grid Az
 AN2186:SPC TXSC     -  WIESS                                    151 57 33.9
 AN2186:UTM  14      -  WIESS                                    151 58 19.0
 AN2186
 AN2186|---------------------------------------------------------------------|
 AN2186| PID    Reference Object                     Distance      Geod. Az  |
 AN2186|                                                           dddmmss.s |
 AN2186| AN2182 WIESS                               APPROX.11.5 KM 1523309.6 |
 AN2186| CV5107 PETTUS RM                            38.740 METERS 18429     |
 AN2186|---------------------------------------------------------------------|
 AN2186
 AN2186                          SUPERSEDED SURVEY CONTROL
 AN2186
 AN2186  NAD 83(1986)-  28 39 12.71498(N)    097 47 20.62105(W) AD(       ) 1
 AN2186  NAD 27      -  28 39 11.76100(N)    097 47 19.62300(W) AD(       ) 1
 AN2186  NGVD 29 (07/19/86)  136.1    (m)          447.     (f) VERT ANG       
 AN2186
 AN2186.Superseded values are not recommended for survey control.
 AN2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2186.See file dsdata.txt to determine how the superseded data were derived.
 AN2186
 AN2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1834170200(NAD 83)
 AN2186_MARKER: N = NAIL
 AN2186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN2186_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AN2186
 AN2186  HISTORY     - Date     Condition        Report By
 AN2186  HISTORY     - 1904     MONUMENTED       CGS
 AN2186  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AN2186  HISTORY     - 1943     SEE DESCRIPTION  STOGC
 AN2186
 AN2186                          STATION DESCRIPTION
 AN2186
 AN2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2186'STATION IS ABOUT 2-1/2 MILES NE OF PETTUS ON A BRUSH AND
 AN2186'TIMBER-COVERED RIDGE IN A PASTURE OWNED BY GEORGE A. RAY,
 AN2186'WHO LIVES ONE MILE SW OF PETTUS.  THE STATION IS 1-1/2 MILES
 AN2186'BY ROAD SW OF SAM PORTERS HOUSE, 17 PACES N OF THE WAGON
 AN2186'ROAD FROM HIS PLACE TO PETTUS AND 18 METERS (59 FEET) N OF
 AN2186'A FENCE.
 AN2186'
 AN2186'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN THE
 AN2186'CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER AND 2 FEET LONG,
 AN2186'SET FLANGE DOWN, FILLED WITH CONCRETE, AND SURROUNDED BY A
 AN2186'BLOCK OF CONCRETE.  THE CONCRETE WAS MARKED WITH THE LETTERS
 AN2186'U.S.C. AND G.S. AND THE DATE.
 AN2186'
 AN2186'REFERENCE MARK IS JUST INSIDE THE FENCE LINE AT THE SAME
 AN2186'ELEVATION AS THE STATION AND 38.740 METERS (127.10 FEET)
 AN2186'FROM IT S 4 DEG 29 MIN W.
 AN2186'
 AN2186'THE BEARING FROM THE STATION TO THE W CHIMNEY OF BOB MC KENNEYS
 AN2186'HOUSE, DISTANT 3/4 MILE IS N 22 DEG 46 MIN E, AND TO THE
 AN2186'CHIMNEY OVER THE W GABLE OF SAM PORTERS HOUSE, DISTANT ONE
 AN2186'MILE, IS N 45 DEG 48 MIN E.
 AN2186
 AN2186                          STATION RECOVERY (1931)
 AN2186
 AN2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AN2186'IN 1929 IT WAS REPORTED THAT THE STATION MARK HAS BEEN DUG
 AN2186'FROM THE GROUND AND BROKEN INTO MANY SMALL PIECES.  THE
 AN2186'REFERENCE MARK WHICH IS NOW UNDER A SMALL BUSH IS STILL
 AN2186'INTACT.  IN 1931 THE ABOVE REPORT WAS CONFIRMED.  REFERENCE
 AN2186'MARK RECOVERED.  IT IS JUST INSIDE FENCE, 434 FEET NE ALONG
 AN2186'ROAD FROM UNITED GAS PIPE LINE MARKER POST, WHICH IS ON NW
 AN2186'SIDE OF ROAD.
 AN2186'
 AN2186'IN 1931 REACHED BY GOING NE FROM PETTUS, ABOUT 3/4 MILE, TO
 AN2186'FIRST LEFT-HAND ROAD, THENCE ALONG THIS ROAD 8,833 FEET, AT
 AN2186'WHICH POINT THE STATION IS 70 FEET NW OF CENTER LINE OF ROAD.
 AN2186'ELEVATION OF STATION, 136.1 METERS (447 FEET).
 AN2186
 AN2186                          STATION RECOVERY (1943)
 AN2186
 AN2186'RECOVERY NOTE BY STANOLIND OIL AND GAS COMPANY 1943 (DFC)
 AN2186'LETTER OF MR. DON F. CHAMPION, STANOLIND OIL AND GAS CO.,
 AN2186'712 MAIN STREET, P.O. BOX 3092, HOUSTON, TEXAS, DATED 11/13/43--
 AN2186'
 AN2186'UNABLE TO FIND STATION IN THE HOLE SURROUNDED BY BITS OF
 AN2186'CONCRETE FOUND IN PROPER POSITION FROM THE REFERENCE MONUMENT,
 AN2186'WHICH IS INTACT UNDER THE NORTH RIGHT-OF-WAY FENCE ON THE
 AN2186'ROAD THROUGH THE RAY RANCH FROM THE TOWN OF PETTUS TO THE
 AN2186'MAGNOLIA PETROLEUM PORTER CAMP.  THIS REFERENCE MONUMENT WAS
 AN2186'FOUND BY THE 1931 INSTRUCTIONS.  ACCEPT THE FOLLOWING AS A
 AN2186'SUPPLEMENT--PETTUS REFERENCE IS N 29 DEG 58 MIN E, 1909.44
 AN2186'FEET ALONG THE NORTH RIGHT-OF-WAY FENCE FROM THE FENCE CORNER
 AN2186'(N. 30 E. - S. 30 W. - N. 20 W.) AT THE ROAD BEND (N. 30 E.
 AN2186'- S. 20 E.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2187 ***********************************************************************
 AN2187  DESIGNATION -  PETTUS 2
 AN2187  PID         -  AN2187
 AN2187  STATE/COUNTY-  TX/BEE
 AN2187  USGS QUAD   -  TULSITA (1987)
 AN2187
 AN2187                         *CURRENT SURVEY CONTROL
 AN2187  ___________________________________________________________________
 AN2187* NAD 83(1993)-  28 39 12.66820(N)    097 47 20.63862(W)     ADJUSTED  
 AN2187* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 AN2187  ___________________________________________________________________
 AN2187  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AN2187  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN2187
 AN2187  HORZ ORDER  -  FIRST
 AN2187
 AN2187.The horizontal coordinates were established by classical geodetic methods
 AN2187.and adjusted by the National Geodetic Survey in February 1996..
 AN2187
 AN2187.The orthometric height was scaled from a topographic map.
 AN2187
 AN2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2187
 AN2187.The geoid height was determined by GEOID03.
 AN2187
 AN2187;                    North         East     Units Scale Factor Converg.
 AN2187;SPC TXSC     - 4,091,513.274   718,373.389   MT  0.99993342   +0 35 35.7
 AN2187;SPC TXSC     -13,423,573.13  2,356,863.36   sFT  0.99993342   +0 35 35.7
 AN2187;UTM  14      - 3,170,199.184   618,340.826   MT  0.99977283   +0 34 50.6
 AN2187
 AN2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2187!SPC TXSC     -   0.99998284  x   0.99993342  =   0.99991626
 AN2187!UTM  14      -   0.99998284  x   0.99977283  =   0.99975568
 AN2187
 AN2187:                Primary Azimuth Mark                     Grid Az
 AN2187:SPC TXSC     -  WIESS                                    151 57 23.3
 AN2187:UTM  14      -  WIESS                                    151 58 08.4
 AN2187
 AN2187|---------------------------------------------------------------------|
 AN2187| PID    Reference Object                     Distance      Geod. Az  |
 AN2187|                                                           dddmmss.s |
 AN2187| AN2182 WIESS                               APPROX.11.5 KM 1523259.0 |
 AN2187| CV5108 PETTUS 2 RM 1                        22.894 METERS 18210     |
 AN2187| AN2189 PETTUS MORRISON STANDPIPE           APPROX. 3.7 KM 1901040.6 |
 AN2187| CV5109 PETTUS 2 RM 2                        23.939 METERS 29730     |
 AN2187|---------------------------------------------------------------------|
 AN2187
 AN2187                          SUPERSEDED SURVEY CONTROL
 AN2187
 AN2187  NAD 83(1986)-  28 39 12.67324(N)    097 47 20.62125(W) AD(       ) 1
 AN2187  NAD 27      -  28 39 11.72000(N)    097 47 19.62500(W) AD(       ) 1
 AN2187
 AN2187.Superseded values are not recommended for survey control.
 AN2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2187.See file dsdata.txt to determine how the superseded data were derived.
 AN2187
 AN2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1834170199(NAD 83)
 AN2187_MARKER: DS = TRIANGULATION STATION DISK
 AN2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2187
 AN2187  HISTORY     - Date     Condition        Report By
 AN2187  HISTORY     - 1952     MONUMENTED       CGS
 AN2187  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AN2187
 AN2187                          STATION DESCRIPTION
 AN2187
 AN2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2187'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF PETTUS,
 AN2187'65 FEET WEST OF A TRACK ROAD, 56 FEET WEST OF A FENCE LINE,
 AN2187'4 FEET SOUTH OF A WINTESS POST, AND ON A BRUSH-COVERED RIDGE
 AN2187'IN PASTURE LAND OWNED BY MR. C.H. RAY.
 AN2187'
 AN2187'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 181
 AN2187'AND FARM ROAD 623 IN PETTUS.  TURN RIGHT ON FARM ROUTE 623,
 AN2187'CROSS THE RAILROAD TRACKS AND GO EAST AND NORTHEAST FOR 1.6
 AN2187'MILES TO A T-ROAD LEFT AND A CATTLE GUARD, TURN LEFT AND GO
 AN2187'NORTH ON A DIRT ROAD FOR 0.35 MILE TO A Y-FORK, TAKE THE
 AN2187'RIGHT FORK AND GO NORTH FOR 0.8 MILE TO A Y-FORK, TAKE THE
 AN2187'LEFT FORK AND GO ABOUT 100 YARDS, THEN TURN SHARP RIGHT TO
 AN2187'AN OLD ABANDONED ROAD, THEN LEFT AND FOLLOW OLD ROAD NORTH
 AN2187'FOR 0.4 MILE TO THE STATION ON THE LEFT.
 AN2187'
 AN2187'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP
 AN2187'OF A CONCRETE POST.  THE MARK PROJECTS 1 INCH, AND THE DISK
 AN2187'IS STAMPED PETTUS 2 1952.
 AN2187'
 AN2187'REFERENCE MARK NO. 1 IS 31 FEET WEST OF A TRACK ROAD AND 20
 AN2187'FEET WEST OF A FENCE LINE.  THE MARK IS A STANDARD BRONZE
 AN2187'DISK SET IN THE TOP OF A CONCRETE CYLINDER.  THE MARK PROJECTS
 AN2187'5 INCHES, AND THE DISK IS STAMPED PETTUS 2 NO 1 1952.
 AN2187'
 AN2187'REFERENCE MARK NO. 2 IS 43 FEET EAST OF A TRACK ROAD.  THE
 AN2187'MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE
 AN2187'CYLINDER.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 AN2187'PETTUS 2 NO 2 1952.
 AN2187'
 AN2187'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK DUE TO
 AN2187'HEAVY BRUSH AND TIMBER.
 AN2187'
 AN2187'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2187
 AN2187                          STATION RECOVERY (1963)
 AN2187
 AN2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2187'STATION RECOVERED IN FAIR CONDITION AND REFERENCE MARK NO.
 AN2187'2 WAS IN GOOD CONDITION.  STATION WAS SLIGHTLY INCLINED,
 AN2187'BUT STILL IN ORIGINAL POSITION.
 AN2187'
 AN2187'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF PETTUS,
 AN2187'65 FEET WEST OF A TRACK ROAD, 83 FEET WEST OF A FENCE LINE,
 AN2187'ON A PROMINENT CLEARED RIDGE IN PASTURE LAND OWNED BY MR.
 AN2187'C.H. RAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2189 ***********************************************************************
 AN2189  DESIGNATION -  PETTUS MORRISON STANDPIPE
 AN2189  PID         -  AN2189
 AN2189  STATE/COUNTY-  TX/BEE
 AN2189  USGS QUAD   -  TULETA (1987)
 AN2189
 AN2189                         *CURRENT SURVEY CONTROL
 AN2189  ___________________________________________________________________
 AN2189* NAD 83(1993)-  28 37 14.80129(N)    097 47 44.62034(W)     ADJUSTED  
 AN2189* NAVD 88     -                                                        
 AN2189  ___________________________________________________________________
 AN2189  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AN2189  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN2189
 AN2189  HORZ ORDER  -  THIRD
 AN2189
 AN2189.The horizontal coordinates were established by classical geodetic methods
 AN2189.and adjusted by the National Geodetic Survey in February 1996..
 AN2189
 AN2189
 AN2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2189
 AN2189.The geoid height was determined by GEOID03.
 AN2189
 AN2189;                    North         East     Units Scale Factor Converg.
 AN2189;SPC TXSC     - 4,087,878.314   717,759.578   MT  0.99994032   +0 35 24.0
 AN2189;SPC TXSC     -13,411,647.44  2,354,849.55   sFT  0.99994032   +0 35 24.0
 AN2189;UTM  14      - 3,166,564.961   617,726.305   MT  0.99977104   +0 34 36.9
 AN2189
 AN2189                          SUPERSEDED SURVEY CONTROL
 AN2189
 AN2189  NAD 83(1986)-  28 37 14.80652(N)    097 47 44.60272(W) AD(       ) 4
 AN2189  NAD 27      -  28 37 13.85700(N)    097 47 43.60400(W) AD(       ) 3
 AN2189
 AN2189.Superseded values are not recommended for survey control.
 AN2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2189.See file dsdata.txt to determine how the superseded data were derived.
 AN2189
 AN2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1772666565(NAD 83)
 AN2189_MARKER: 52 = STANDPIPE TANK
 AN2189
 AN2189  HISTORY     - Date     Condition        Report By
 AN2189  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2189
 AN2189                          STATION DESCRIPTION
 AN2189
 AN2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2189'LOCATED 0.4 MILE EAST OF THE RAILROAD TRACKS IN PETTUS, ON
 AN2189'THE EAST SIDE OF FARM ROAD 623, AND ABOUT 20 FEET SOUTHWEST OF
 AN2189'A SMALL RED TANK.  STATION IS A CYLINDRICAL, STEEL STANDPIPE
 AN2189'ABOUT 10 FEET IN DIAMETER AND 45 FEET HIGH.  THE TOP-CENTER
 AN2189'WAS THE PART OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1440 ***********************************************************************
 DM1440  DESIGNATION -  PETTY EAST BASE
 DM1440  PID         -  DM1440
 DM1440  STATE/COUNTY-  TX/LAMAR
 DM1440  USGS QUAD   -  PETTY (1984)
 DM1440
 DM1440                         *CURRENT SURVEY CONTROL
 DM1440  ___________________________________________________________________
 DM1440* NAD 83(1993)-  33 36 24.90208(N)    095 46 25.39362(W)     ADJUSTED  
 DM1440* NAVD 88     -       203.11   (+/-2cm)     666.4    (feet)  VERTCON   
 DM1440  ___________________________________________________________________
 DM1440  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DM1440  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM1440
 DM1440  HORZ ORDER  -  FIRST
 DM1440  VERT ORDER  -  THIRD ? (See Below)
 DM1440
 DM1440.The horizontal coordinates were established by classical geodetic methods
 DM1440.and adjusted by the National Geodetic Survey in February 1996..
 DM1440
 DM1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1440.The vertical order pertains to the NGVD 29 superseded value.
 DM1440
 DM1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1440
 DM1440.The geoid height was determined by GEOID03.
 DM1440
 DM1440;                    North         East     Units Scale Factor Converg.
 DM1440;SPC TXNC     - 2,218,441.060   852,972.178   MT  0.99991946   +1 29 12.8
 DM1440;SPC TXNC     - 7,278,335.38  2,798,459.55   sFT  0.99991946   +1 29 12.8
 DM1440;UTM  15      - 3,722,022.721   242,639.878   MT  1.00041664   -1 32 09.9
 DM1440
 DM1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1440!SPC TXNC     -   0.99997230  x   0.99991946  =   0.99989176
 DM1440!UTM  15      -   0.99997230  x   1.00041664  =   1.00038893
 DM1440
 DM1440|---------------------------------------------------------------------|
 DM1440| PID    Reference Object                     Distance      Geod. Az  |
 DM1440|                                                           dddmmss.s |
 DM1440| CY2809 PETTY EAST BASE RM 1                 28.208 METERS 02402     |
 DM1440| DM1425 PARIS NW MUNICIPAL TANK             APPROX.20.8 KM 0715223.8 |
 DM1440| DM1426 PARIS TEX P AND L CO RAD MAST       APPROX.19.8 KM 0735550.8 |
 DM1440| DM1432 PARIS MUNICIPAL STANDPIPE           APPROX.21.7 KM 0742121.9 |
 DM1440| CY2808 PETTY EAST BASE AZ MK                              0752553.2 |
 DM1440| DM1431 PARIS SW MUNICIPAL TANK             APPROX.20.7 KM 0754934.8 |
 DM1440| DM1435 ROXTON MUNICIPAL TANK               APPROX. 7.3 KM 1452300.1 |
 DM1440| CY2810 PETTY EAST BASE RM 2                 28.395 METERS 30752     |
 DM1440|---------------------------------------------------------------------|
 DM1440
 DM1440                          SUPERSEDED SURVEY CONTROL
 DM1440
 DM1440  NAD 83(1993)-  33 36 24.90335(N)    095 46 25.39253(W) AD(       ) 1
 DM1440  NAD 83(1986)-  33 36 24.90871(N)    095 46 25.38317(W) AD(       ) 1
 DM1440  NAD 27      -  33 36 24.53600(N)    095 46 24.51400(W) AD(       ) 1
 DM1440  NGVD 29 (07/19/86)  203.09   (m)          666.3    (f) LEVELING    3  
 DM1440
 DM1440.Superseded values are not recommended for survey control.
 DM1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1440.See file dsdata.txt to determine how the superseded data were derived.
 DM1440
 DM1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4264022023(NAD 83)
 DM1440_MARKER: DS = TRIANGULATION STATION DISK
 DM1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1440
 DM1440  HISTORY     - Date     Condition        Report By
 DM1440  HISTORY     - 1935     MONUMENTED       CGS
 DM1440  HISTORY     - 1935     GOOD             TXGS
 DM1440  HISTORY     - 1939     GOOD             TXGS
 DM1440  HISTORY     - 1951     GOOD             CGS
 DM1440  HISTORY     - 1957     GOOD             CGS
 DM1440  HISTORY     - 19950607 GOOD             USPSQD
 DM1440
 DM1440                          STATION DESCRIPTION
 DM1440
 DM1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1440'STATION IS ON THE RIGHT-OF-WAY OF THE TEXAS-PACIFIC RAILROAD,
 DM1440'AT A POINT 1.6 MILES W OF HIGH AND 2.25 MILES E OF PETTY,
 DM1440'WHERE THE RAILROAD PASSES THROUGH A CUT.  THE MARK IS 38
 DM1440'YARDS ENE OF THE RANGE OF THE E SIDE OF A FARMHOUSE ON THE
 DM1440'HIGHEST POINT OF THE HILL, ON THE N SIDE OF THE TRACKS.
 DM1440'31 FEET N OF THE S RIGHT-OF-WAY FENCE OF THE RAILROAD, WHICH
 DM1440'IS THE N RIGHT-OF-WAY FENCE OF STATE HIGHWAY 5.  36 FEET
 DM1440'NE OF A TELEGRAPH POLE.  23.0 FEET S OF THE S RAIL.  AND
 DM1440'PROJECTS 4 INCHES.
 DM1440'
 DM1440'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1440'BRONZE DISKS SET IN CONCRETE.
 DM1440'
 DM1440'REFERENCE MARK NO. 1 IS NNE OF THE STATION.  1 FOOT S OF THE
 DM1440'N RAILROAD RIGHT-OF-WAY FENCE.  36 FEET W OF A TELEGRAPH
 DM1440'POLE.  114.59 FEET ENE OF REFERENCE MARK NO. 2, AND PROJECTS
 DM1440'2 INCHES.
 DM1440'
 DM1440'REFERENCE MARK NO. 2 IS NW OF THE STATION.  1 FOOT S OF THE
 DM1440'N RAILROAD RIGHT-OF-WAY FENCE.  12 FEET WNW OF A TELEGRAPH
 DM1440'POLE.  AND PROJECTS 3 INCHES.
 DM1440'
 DM1440'AZIMUTH MARK IS ENE OF THE STATION.  30 FEET NNW OF THE TRACKS.
 DM1440'5 FEET S OF THE N RAILROAD RIGHT-OF-WAY FENCE.  3 FEET WSW
 DM1440'OF THE FIRST TELEGRAPH POLE E OF A CROSSING.  AND PROJECTS
 DM1440'4 INCHES.
 DM1440'
 DM1440'TO REACH FROM HIGH, GO W ON STATE HIGHWAY 5, 1.6 MILES TO
 DM1440'TOP OF RIDGE AND STATION.
 DM1440'
 DM1440'LIGHTS 100 FEET ABOVE PARIS MAGNETIC, LASSITER AND SELFS.
 DM1440'74 FEET ABOVE DELTA AND 74 FEET ABOVE PETTY WEST ARE VISIBLE
 DM1440'FROM THE GROUND AT THIS STATION.
 DM1440'
 DM1440'A LIGHT 87 FEET ABOVE HONEY IS ALSO VISIBLE FROM THE GROUND
 DM1440'AT THIS STATION.
 DM1440
 DM1440                          STATION RECOVERY (1935)
 DM1440
 DM1440'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 DM1440'PETTY EAST 1935 A 1.0-FOOT SQUARE CONCRETE MONUMENT 52.4
 DM1440'FEET N OF THE CENTER LINE OF U.S. HIGHWAY 82, 28.05 FEET
 DM1440'S OF N RAIL OF THE TEXAS AND PACIFIC RAILROAD, AND 21.6 FEET
 DM1440'N OF E-W FENCE LINE.  CONDITION IS GOOD.
 DM1440'
 DM1440'PETTY EAST NO. 1 1935.  A 1.0-FOOT SQUARE CONCRETE MONUMENT
 DM1440'LOCATED 45.2 FEET N OF N RAIL OF THE TEXAS AND PACIFIC RAILROAD,
 DM1440'AND 40.4 FEET NW OF NEAREST TELEPHONE POLE.  (ORIGINAL DESCRIPTION
 DM1440'SHOWS THIS DISTANCE AS 36 FEET AND DIRECTION AS NE.) CONDITION
 DM1440'OF MARK IS GOOD.
 DM1440'
 DM1440'PETTY EAST NO. 2 1935.  A 1.0-FOOT SQUARE CONCRETE MONUMENT
 DM1440'LOCATED 45.0 FEET N OF N RAIL OF THE TEXAS AND PACIFIC RAILROAD.
 DM1440'CONDITION OF MARK IS GOOD.
 DM1440'
 DM1440'PETTY EAST AZIMUTH 1935.  A 1.0-FOOT SQUARE CONCRETE MONUMENT
 DM1440'LOCATED 5.6 FEET S OF E-W FENCE LINE.  (ORIGINAL DESCRIPTION
 DM1440'SHOWS THIS DISTANCE TO BE 5 FEET.) CONDITION OF MARK IS GOOD.
 DM1440
 DM1440                          STATION RECOVERY (1939)
 DM1440
 DM1440'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 DM1440'STATION, TWO REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS
 DM1440'DESCRIBED IN GOOD CONDITION.
 DM1440
 DM1440                          STATION RECOVERY (1951)
 DM1440
 DM1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1440'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 DM1440'GOOD CONDITION.  DUE TO SOME SLIGHT CHANGES, A NEW DESCRIPTION
 DM1440'FOLLOWS.
 DM1440'
 DM1440'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF
 DM1440'BROOKSTON, 1-1/2 MILES WEST OF THE SMALL VILLAGE OF HIGH
 DM1440'AND ALONG THE SOUTH SIDE OF THE TEXAS AND PACIFIC RAILROAD.
 DM1440'IT IS 52.5 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 DM1440'23 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD AND 23 FEET NORTH
 DM1440'OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 DM1440'IS STAMPED PETTY EAST 1935.
 DM1440'
 DM1440'REFERENCE MARK NO. 1 IS 46 FEET NORTH OF THE NORTH RAIL OF
 DM1440'RAILROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE
 DM1440'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PETTY EAST
 DM1440'NO 1 1935.
 DM1440'
 DM1440'REFERENCE MARK NO. 2 IS 45 FEET NORTH OF THE NORTH RAIL OF
 DM1440'RAILROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE
 DM1440'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PETTY EAST
 DM1440'NO 2 1935.
 DM1440'
 DM1440'AZIMUTH MARK IS 31 FEET NORTH OF THE NORTH RAIL OF RAILROAD,
 DM1440'6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND JUST EAST OF A
 DM1440'HOUSE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DM1440'PETTY EAST 1935.
 DM1440'
 DM1440'TO REACH FROM THE RAILROAD STATION IN BROOKSTON, GO WEST ON
 DM1440'PAVED ROAD 2.8 MILES TO THE SMALL VILLAGE OF HIGH, CONTINUE
 DM1440'WEST ON PAVED ROAD 0.95 MILE TO THE AZIMUTH MARK ON THE
 DM1440'RIGHT, CONTINUE WEST 0.65 MILE TO TOP OF RIDGE AND THE STATION
 DM1440'ON THE RIGHT.
 DM1440'
 DM1440'OBSERVATIONS TAKEN FROM A 4 FT. WOODEN STAND.
 DM1440'
 DM1440'THE 1951 DISTANCE AND DIRECTION TO THE MARKS DID NOT CHECK
 DM1440'WITH THE 1935.
 DM1440
 DM1440                          STATION RECOVERY (1957)
 DM1440
 DM1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1440'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1440'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1440
 DM1440                          STATION RECOVERY (1995)
 DM1440
 DM1440'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1116 ***********************************************************************
 CU1116  DESIGNATION -  PETTY ET
 CU1116  PID         -  CU1116
 CU1116  STATE/COUNTY-  TX/HOWARD
 CU1116  USGS QUAD   -  KNOTT NE (1966)
 CU1116
 CU1116                         *CURRENT SURVEY CONTROL
 CU1116  ___________________________________________________________________
 CU1116* NAD 83(1993)-  32 28 41.59295(N)    101 32 17.69423(W)     ADJUSTED  
 CU1116* NAVD 88     -       839.2    (meters)    2753.     (feet)  VERTCON   
 CU1116  ___________________________________________________________________
 CU1116  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 CU1116  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CU1116
 CU1116  HORZ ORDER  -  SECOND
 CU1116
 CU1116.The horizontal coordinates were established by classical geodetic methods
 CU1116.and adjusted by the National Geodetic Survey in February 1996..
 CU1116
 CU1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1116
 CU1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1116
 CU1116.The geoid height was determined by GEOID03.
 CU1116
 CU1116;                    North         East     Units Scale Factor Converg.
 CU1116;SPC TXNC     - 2,094,123.132   314,468.448   MT  0.99992235   -1 39 25.4
 CU1116;SPC TXNC     - 6,870,468.98  1,031,718.57   sFT  0.99992235   -1 39 25.4
 CU1116;UTM  14      - 3,596,283.110   261,468.323   MT  1.00030168   -1 21 49.1
 CU1116
 CU1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1116!SPC TXNC     -   0.99987225  x   0.99992235  =   0.99979461
 CU1116!UTM  14      -   0.99987225  x   1.00030168  =   1.00017389
 CU1116
 CU1116|---------------------------------------------------------------------|
 CU1116| PID    Reference Object                     Distance      Geod. Az  |
 CU1116|                                                           dddmmss.s |
 CU1116| CI0181 PETTY ET RM 1                        37.564 METERS 10259     |
 CU1116| CI0182 PETTY ET RM 2                        57.979 METERS 17407     |
 CU1116| CI0180 PETTY ET AZ MK                                     3510837.1 |
 CU1116|---------------------------------------------------------------------|
 CU1116
 CU1116                          SUPERSEDED SURVEY CONTROL
 CU1116
 CU1116  NAD 83(1986)-  32 28 41.59895(N)    101 32 17.68637(W) AD(       ) 2
 CU1116  NAD 27      -  32 28 41.19118(N)    101 32 16.21772(W) AD(       ) 2
 CU1116  NGVD 29 (07/28/98)  838.9    (m)         2752.     (f) VERT ANG       
 CU1116
 CU1116.Superseded values are not recommended for survey control.
 CU1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1116.See file dsdata.txt to determine how the superseded data were derived.
 CU1116
 CU1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6146896283(NAD 83)
 CU1116_MARKER: DS = TRIANGULATION STATION DISK
 CU1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1116
 CU1116  HISTORY     - Date     Condition        Report By
 CU1116  HISTORY     - 1966     MONUMENTED       USGS
 CU1116  HISTORY     - 1968     GOOD             USGS
 CU1116
 CU1116                          STATION DESCRIPTION
 CU1116
 CU1116'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CU1116'FROM ACKERLY POST OFFICE, GO S. 0.1 MI., THENCE 0.8 MI. E. ALONG FARM
 CU1116'ROAD 2002, THENCE S. 3.4 MI. ALONG U.S. HIGHWAY 87, THENCE E. 2.7 MI.
 CU1116'ALONG GRADED COUNTY RD., THENCE CONTINUING ON COUNTY RD. S. 1.0 MI.,
 CU1116'THENCE E. 1.0 MI., THENCE S. 1.0 MI., THENCE E. 3.1 MI. ALONG GRADED
 CU1116'COUNTY RD., THENCE S. 0.4 MI. ALONG DRIVE LEADING TO THE RANCH OF O.
 CU1116'H. PETTY, 3 FT. E. OF OIL COMPANY LEASE SIGN, 36 FT. N. AND 22 FT. E.
 CU1116'OF RD. JUNCTION E.
 CU1116'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST FLUSH WITH
 CU1116'GROUND, STAMPED---PETTY ET 1966---.
 CU1116
 CU1116                          STATION RECOVERY (1968)
 CU1116
 CU1116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (CAA)
 CU1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1439 ***********************************************************************
 DM1439  DESIGNATION -  PETTY WEST BASE
 DM1439  PID         -  DM1439
 DM1439  STATE/COUNTY-  TX/FANNIN
 DM1439  USGS QUAD   -  PETTY (1984)
 DM1439
 DM1439                         *CURRENT SURVEY CONTROL
 DM1439  ___________________________________________________________________
 DM1439* NAD 83(1993)-  33 35 16.39901(N)    095 52 05.21125(W)     ADJUSTED  
 DM1439* NAVD 88     -       199.69   (+/-2cm)     655.1    (feet)  VERTCON   
 DM1439  ___________________________________________________________________
 DM1439  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DM1439  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DM1439
 DM1439  HORZ ORDER  -  FIRST
 DM1439  VERT ORDER  -  THIRD ? (See Below)
 DM1439
 DM1439.The horizontal coordinates were established by classical geodetic methods
 DM1439.and adjusted by the National Geodetic Survey in February 1996..
 DM1439
 DM1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1439.The vertical order pertains to the NGVD 29 superseded value.
 DM1439
 DM1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1439
 DM1439.The geoid height was determined by GEOID03.
 DM1439
 DM1439;                    North         East     Units Scale Factor Converg.
 DM1439;SPC TXNC     - 2,216,107.964   844,268.086   MT  0.99991630   +1 26 07.5
 DM1439;SPC TXNC     - 7,270,680.88  2,769,902.88   sFT  0.99991630   +1 26 07.5
 DM1439;UTM  15      - 3,720,150.913   233,820.211   MT  1.00047358   -1 35 15.4
 DM1439
 DM1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1439!SPC TXNC     -   0.99997281  x   0.99991630  =   0.99988911
 DM1439!UTM  15      -   0.99997281  x   1.00047358  =   1.00044638
 DM1439
 DM1439:                Primary Azimuth Mark                     Grid Az
 DM1439:SPC TXNC     -  PETTY WEST BASE AZ MK 2                  052 38 08.4
 DM1439:UTM  15      -  PETTY WEST BASE AZ MK 2                  055 39 31.3
 DM1439
 DM1439|---------------------------------------------------------------------|
 DM1439| PID    Reference Object                     Distance      Geod. Az  |
 DM1439|                                                           dddmmss.s |
 DM1439| CY2814 PETTY WEST BASE AZ MK 2                            0540415.9 |
 DM1439| CY2811 PETTY WEST BASE AZ MK                              0541351.3 |
 DM1439| CY2812 PETTY WEST BASE RM 1                 28.337 METERS 06849     |
 DM1439| CY2813 PETTY WEST BASE RM 2                 27.025 METERS 26422     |
 DM1439| DM1443 HONEY GROVE MUNICIPAL TANK          APPROX. 3.4 KM 2771958.0 |
 DM1439|---------------------------------------------------------------------|
 DM1439
 DM1439                          SUPERSEDED SURVEY CONTROL
 DM1439
 DM1439  NAD 83(1993)-  33 35 16.40025(N)    095 52 05.21006(W) AD(       ) 1
 DM1439  NAD 83(1986)-  33 35 16.40556(N)    095 52 05.20072(W) AD(       ) 1
 DM1439  NAD 27      -  33 35 16.03400(N)    095 52 04.32300(W) AD(       ) 1
 DM1439  NGVD 29 (07/19/86)  199.67   (m)          655.1    (f) LEVELING    3  
 DM1439
 DM1439.Superseded values are not recommended for survey control.
 DM1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1439.See file dsdata.txt to determine how the superseded data were derived.
 DM1439
 DM1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT3382020151(NAD 83)
 DM1439_MARKER: DS = TRIANGULATION STATION DISK
 DM1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1439
 DM1439  HISTORY     - Date     Condition        Report By
 DM1439  HISTORY     - 1935     MONUMENTED       CGS
 DM1439  HISTORY     - 1935     GOOD             TXGS
 DM1439  HISTORY     - 1967     SEE DESCRIPTION  LOCSUR
 DM1439  HISTORY     - 1969     GOOD             CGS
 DM1439  HISTORY     - 19940402 MARK NOT FOUND   USPSQD
 DM1439
 DM1439                          STATION DESCRIPTION
 DM1439
 DM1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1439'STATION IS ABOUT 3.5 MILES W BY S OF PETTY, ON THE RIGHT-OF-WAY
 DM1439'OF THE TEXAS AND PACIFIC RAILWAY, ON A SLIGHT RISE OF GROUND
 DM1439'THROUGH WHICH THE RAILROAD PASSES IN AN EIGHT-FOOT CUT.  THE
 DM1439'STATION IS ABOUT 90 FEET E AND 4 FEET BELOW THE HIGH GROUND
 DM1439'ON THE RIGHT-OF-WAY.  THE STATION IS 30 FEET N AND ABOUT 7
 DM1439'FEET ABOVE THE N RAIL.  IT IS 14 FEET S OF THE N RIGHT-OF-WAY
 DM1439'FENCE AND IS S OF A PROMINENT CLUMP OF SMALL TREES AND BUSHES
 DM1439'WHICH IS ON THE N SIDE OF THE RIGHT-OF-WAY FENCE.  IT PROJECTS
 DM1439'4 INCHES.
 DM1439'
 DM1439'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1439'BRONZE DISKS SET IN CONCRETE.
 DM1439'
 DM1439'REFERENCE MARK NO. 1 IS E BY N FROM THE STATION, ABOUT 2 FEET
 DM1439'LOWER THAN THE STATION, 180.02 FEET E OF REFERENCE MARK NO.
 DM1439'2.  IT PROJECTS 6 INCHES.
 DM1439'
 DM1439'REFERENCE MARK NO. 2 IS W BY S FROM THE STATION AND ABOUT 4
 DM1439'FEET ABOVE THE STATION.  IT IS ABOUT 2 FEET S OF THE N
 DM1439'RIGHT-OF-WAY FENCE, 42 FEET N OF THE N RAIL, AND PROJECTS
 DM1439'4 INCHES.
 DM1439'
 DM1439'AZIMUTH MARK IS APPROXIMATELY 1-1/4 MILES NE OF THE STATION,
 DM1439'2.35 MILES W OF THE SCHOOLHOUSE IN PETTY, ALONG THE N
 DM1439'RIGHT-OF-WAY OF STATE HIGHWAY 5.  IT IS 55 FEET N OF THE
 DM1439'CENTER LINE OF PAVEMENT, 1 FOOT S OF THE N RIGHT-OF-WAY FENCE,
 DM1439'44 FEET W OF THE SW CORNER OF THE YARD OF A WHITE BUNGALOW
 DM1439'HOUSE.  MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 DM1439'
 DM1439'TO REACH THE STATION FROM HONEY GROVE, GO E FROM THE SQUARE
 DM1439'ON STATE HIGHWAY 5 FOR 2.6 MILES TO A FARM ROAD LEADING
 DM1439'S ALONG THE W SIDE OF A WHITE HOUSE.  FOLLOW THIS ROAD TO
 DM1439'WHERE IT TURNS E.  HERE KEEP STRAIGHT AHEAD TO RIGHT-OF-WAY
 DM1439'AND STATION.
 DM1439'
 DM1439'ALL LIGHTS ARE VISIBLE FROM GROUND AT THIS STATION.
 DM1439'
 DM1439'THE LINE FROM THIS STATION TO PETTY EAST IS INTERVISIBLE, GROUND
 DM1439'TO GROUND.
 DM1439'
 DM1439'HEIGHT OF LIGHT ABOVE STATION MARK- 74 FEET.
 DM1439
 DM1439                          STATION RECOVERY (1935)
 DM1439
 DM1439'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 DM1439'PETTY WEST 1935.  A 1.0-FOOT SQUARE CONCRETE MONUMENT LOCATED
 DM1439'29.51 FEET N OF N RAIL OF THE TEXAS AND PACIFIC RAILROAD.
 DM1439'CONDITION OF MARK IS GOOD.
 DM1439'
 DM1439'PETTY WEST NO. 1 1935.  A 1.0-FOOT SQUARE CONCRETE MONUMENT
 DM1439'LOCATED 41.9 FEET N OF N RAIL OF THE TEXAS AND PACIFIC RAILROAD,
 DM1439'AND 2.0 FEET S OF FENCE LINE.
 DM1439'
 DM1439'PETTY WEST NO. 2 1935.  A 1.0-FOOT SQUARE CONCRETE MONUMENT
 DM1439'LOCATED 42.5 FEET N OF N RAIL OF THE TEXAS AND PACIFIC RAILROAD.
 DM1439'(ORIGINAL DESCRIPTION SHOWS THIS DISTANCE TO BE 42.0 FEET.)
 DM1439'CONDITION OF MARK IS GOOD.
 DM1439'
 DM1439'PETTY WEST AZIMUTH 1935.  A 1.0-FOOT SQUARE CONCRETE MONUMENT
 DM1439'LOCATED 55.3 FEET NW OF THE CENTER LINE OF STATE HIGHWAY 5,
 DM1439'44.3 FEET SE OF CORNER OF NW-SE FENCE LINE, AND FOUND TO BE
 DM1439'IN GOOD CONDITION.  THE MARK IS LOCATED ON LAND OF WALTER
 DM1439'JOHNSON.
 DM1439
 DM1439                          STATION RECOVERY (1967)
 DM1439
 DM1439'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (JED)
 DM1439'RECOVERED BY JOHN E DUNN - DALLAS, TEXAS.
 DM1439'THE AZIMUTH MARK WAS FOUND UPROOTED ALONG THE FENCE LINE.
 DM1439
 DM1439                          STATION RECOVERY (1969)
 DM1439
 DM1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DM1439'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1439'AND FOUND TO BE IN GOOD CONDITION.  AZIMUTH MARK WAS FOUND
 DM1439'TO BE DESTROYED.  A NEW AZIMUTH MARK WAS SET.  A COMPLETE
 DM1439'DESCRIPTION FOLLOWS--
 DM1439'
 DM1439'THE STATION IS ABOUT 2-1/2 MILES EAST OF HONEY GROVE, 1/2
 DM1439'MILE SOUTH OF U.S. HIGHWAY 82, ALONG THE NORTH RIGHT-OF-WAY
 DM1439'OF THE TEXAS PACIFIC RAILROAD.
 DM1439'
 DM1439'TO REACH STATION FROM THE POST OFFICE IN HONEY GROVE, GO
 DM1439'EASTERLY ON U.S. HIGHWAY 82 FOR 2.35 MILES TO A GATE ON THE
 DM1439'RIGHT, AT AN ABANDONED FARM HOUSE.  THIS IS END OF TRUCK TRAVEL.
 DM1439'PACK SOUTHEASTERLY ACROSS FIELD ABOUT 1/4 MILE TO THE RAILROAD
 DM1439'AND STATION ON HIGHEST GROUND IN THE VICINITY.  TO REACH
 DM1439'AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE ON THE
 DM1439'HIGHWAY 1.35 MILES TO MARK ON THE LEFT.
 DM1439'
 DM1439'STATION MARK, A STANDARD DISK, STAMPED PETTY WEST 1935, IS
 DM1439'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES
 DM1439'ABOVE THE GROUND.  IT IS 30 FEET NORTH OF THE NORTH RAIL OF
 DM1439'THE TEXAS PACIFIC RAILWAY TRACKS AND ABOUT 7 FEET ABOVE THE
 DM1439'RAILROAD, 41 FEET EAST OF A T-FENCE CORNER, AND 14 FEET SOUTH
 DM1439'OF THE RAILROAD RIGHT-OF-WAY FENCE.
 DM1439'
 DM1439'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED PETTY WEST
 DM1439'NO 1 1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 DM1439'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 43 FEET NORTH
 DM1439'OF THE NORTH RAILROAD TRACK, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 DM1439'FENCE.
 DM1439'
 DM1439'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED PETTY WEST NO
 DM1439'2 1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 DM1439'3 INCHES ABOVE THE GROUND.  IT IS 43 FEET NORTH OF THE NORTH
 DM1439'RAILROAD TRACK, 50 FEET WEST OF THE T-FENCE CORNER, AND 1
 DM1439'FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 DM1439'
 DM1439'AZIMUTH MARK, A STANDARD DISK, STAMPED PETTY WEST 1935 1969
 DM1439'AZIMUTH, SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 DM1439'4 INCHES ABOVE THE GROUND.  IT IS 117 FEET SOUTH OF THE SOUTH
 DM1439'CORNER OF A FARM HOUSE, 60 FEET NORTHWEST OF THE CENTER LINE
 DM1439'OF HIGHWAY, 56 FEET WEST OF A POWER LINE POLE, 1 FOOT SOUTHWEST
 DM1439'OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 DM1439'FENCE.
 DM1439'
 DM1439'HEIGHT OF LIGHT ABOVE STATION MARK 3 FEET.
 DM1439'
 DM1439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 DM1439'EAST OF HONEY GROVE.
 DM1439
 DM1439                          STATION RECOVERY (1994)
 DM1439
 DM1439'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1796 ***********************************************************************
 AY1796  DESIGNATION -  PFEIL
 AY1796  PID         -  AY1796
 AY1796  STATE/COUNTY-  TX/GUADALUPE
 AY1796  USGS QUAD   -  MARION (1992)
 AY1796
 AY1796                         *CURRENT SURVEY CONTROL
 AY1796  ___________________________________________________________________
 AY1796* NAD 83(1993)-  29 36 55.92572(N)    098 12 46.87124(W)     ADJUSTED  
 AY1796* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 AY1796  ___________________________________________________________________
 AY1796  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AY1796  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AY1796
 AY1796  HORZ ORDER  -  FIRST
 AY1796
 AY1796.The horizontal coordinates were established by classical geodetic methods
 AY1796.and adjusted by the National Geodetic Survey in February 1996..
 AY1796
 AY1796.The orthometric height was scaled from a topographic map.
 AY1796
 AY1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1796
 AY1796.The geoid height was determined by GEOID03.
 AY1796
 AY1796;                    North         East     Units Scale Factor Converg.
 AY1796;SPC TXSC     - 4,197,772.103   676,213.687   MT  0.99987519   +0 23 08.0
 AY1796;SPC TXSC     -13,772,190.64  2,218,544.40   sFT  0.99987519   +0 23 08.0
 AY1796;UTM  14      - 3,276,443.353   576,194.521   MT  0.99967163   +0 23 20.1
 AY1796
 AY1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1796!SPC TXSC     -   0.99995833  x   0.99987519  =   0.99983352
 AY1796!UTM  14      -   0.99995833  x   0.99967163  =   0.99962997
 AY1796
 AY1796|---------------------------------------------------------------------|
 AY1796| PID    Reference Object                     Distance      Geod. Az  |
 AY1796|                                                           dddmmss.s |
 AY1796| CV5111 PFEIL RM 1                            6.143 METERS 18336     |
 AY1796| AY1797 CIBOLO MUNICIPAL TANK               APPROX. 6.0 KM 1915115.4 |
 AY1796| AY1806 RANDOLPH AFB ADMIN BLDG BEACON      APPROX.11.1 KM 2172813.5 |
 AY1796| CV5110 PFEIL AZ MK                                        2344212.9 |
 AY1796| CV5112 PFEIL RM 2                            7.400 METERS 29343     |
 AY1796|---------------------------------------------------------------------|
 AY1796
 AY1796                          SUPERSEDED SURVEY CONTROL
 AY1796
 AY1796  NAD 83(1986)-  29 36 55.93176(N)    098 12 46.85337(W) AD(       ) 1
 AY1796  NAD 27      -  29 36 55.11300(N)    098 12 45.81400(W) AD(       ) 1
 AY1796
 AY1796.Superseded values are not recommended for survey control.
 AY1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1796.See file dsdata.txt to determine how the superseded data were derived.
 AY1796
 AY1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7619576443(NAD 83)
 AY1796_MARKER: DS = TRIANGULATION STATION DISK
 AY1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1796
 AY1796  HISTORY     - Date     Condition        Report By
 AY1796  HISTORY     - 1953     MONUMENTED       CGS
 AY1796  HISTORY     - 1957     GOOD             AMS
 AY1796
 AY1796                          STATION DESCRIPTION
 AY1796
 AY1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1796'THE STATION IS LOCATED ON A MESQUITE COVERED HILL, THE HIGHEST
 AY1796'IN VICINITY, ABOUT 5.5 MILES NORTHWEST OF MARION, 4 MILES
 AY1796'NORTH OF CIBOLO, AND ON PROPERTY OWNED BY MR. BENNO PFEIL.
 AY1796'
 AY1796'REACHED FROM THE JUNCTION OF FARM ROADS 78 AND 1103 IN CIBOLO
 AY1796'BY GOING NORTH AND EAST ON 1103 FOR 3.9 MILES TO THE GREEN
 AY1796'VALLEY SCHOOL ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.4
 AY1796'MILE TO A LANE ON THE RIGHT LEADING TO THE PFEIL RANCH.  TURN
 AY1796'RIGHT AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AY1796'CONTINUE STRAIGHT AHEAD FOR 0.85 MILE TO THE PFEIL HOME.
 AY1796'PASS THROUGH A GATE TO THE SOUTH OF THE HOUSE, THEN TURN
 AY1796'SHARP LEFT, AND FOLLOW A DIM TRACK ROAD FOR 0.2 MILE TO THE
 AY1796'SUMMIT OF THE KNOLL AND STATION SITE.
 AY1796'
 AY1796'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1796'STAMPED PFEIL 1953, IS 2.5 FEET WEST OF A NORTH-SOUTH FENCE
 AY1796'AND 3 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 AY1796'
 AY1796'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AY1796'MONUMENT, STAMPED PFEIL NO 1 1953, IS 11 FEET WEST OF THE
 AY1796'WIRE FENCE.  THE MARK PROJECTS 3 INCHES.
 AY1796'
 AY1796'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AY1796'MONUMENT, STAMPED PFEIL NO 2 1953, IS 12 FEET WEST OF THE
 AY1796'WIRE FENCE.  THE MARK PROJECTS 5 INCHES.
 AY1796'
 AY1796'U.S.G.S. PFEIL, A STANDARD U.S.G.S. BENCH MARK DISK RIVITED
 AY1796'TO A SECTION OF 3-INCH CAST IRON PIPE, PROJECTING 14 INCHES,
 AY1796'IS WEST OF THE STATION.  THE STAMPING ON THE DISK HAS BEEN
 AY1796'DESTROYED.
 AY1796'
 AY1796'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1796'STAMPED PFEIL 1953, IS 20 FEET EAST OF A SMALL SHED, 9 FEET
 AY1796'SOUTH OF MR. PFEILS LANE, 1 FOOT NORTH OF A FENCE, AND 6
 AY1796'INCHES EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES.
 AY1796
 AY1796                          STATION RECOVERY (1957)
 AY1796
 AY1796'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 AY1796'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD
 AY1796'TRIANGULATION DISK SET IN CONCRETE POST AND PROJECTS 0.3 FT.
 AY1796'THE R.M.S WERE RECOVERED AS DESCRIBED.  STATION IS 71 FT.
 AY1796'NE OF CENTER OF BUSH, 47 FT. SE OF CENTER OF SMALL TREE
 AY1796'AND 50 FT. W OF TIP OF ROW OF BUSHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1795 ***********************************************************************
 AY1795  DESIGNATION -  PFEIL USGS 1953
 AY1795  PID         -  AY1795
 AY1795  STATE/COUNTY-  TX/GUADALUPE
 AY1795  USGS QUAD   -  MARION (1992)
 AY1795
 AY1795                         *CURRENT SURVEY CONTROL
 AY1795  ___________________________________________________________________
 AY1795* NAD 83(1993)-  29 36 55.90843(N)    098 12 47.00271(W)     ADJUSTED  
 AY1795* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 AY1795  ___________________________________________________________________
 AY1795  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AY1795  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AY1795
 AY1795  HORZ ORDER  -  SECOND
 AY1795
 AY1795.The horizontal coordinates were established by classical geodetic methods
 AY1795.and adjusted by the National Geodetic Survey in February 1996..
 AY1795
 AY1795.The orthometric height was scaled from a topographic map.
 AY1795
 AY1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1795
 AY1795.The geoid height was determined by GEOID03.
 AY1795
 AY1795;                    North         East     Units Scale Factor Converg.
 AY1795;SPC TXSC     - 4,197,771.547   676,210.154   MT  0.99987519   +0 23 07.9
 AY1795;SPC TXSC     -13,772,188.82  2,218,532.81   sFT  0.99987519   +0 23 07.9
 AY1795;UTM  14      - 3,276,442.797   576,190.988   MT  0.99967162   +0 23 20.1
 AY1795
 AY1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1795!SPC TXSC     -   0.99995833  x   0.99987519  =   0.99983352
 AY1795!UTM  14      -   0.99995833  x   0.99967162  =   0.99962996
 AY1795
 AY1795                          SUPERSEDED SURVEY CONTROL
 AY1795
 AY1795  NAD 83(1986)-  29 36 55.91448(N)    098 12 46.98484(W) AD(       ) 2
 AY1795  NAD 27      -  29 36 55.09600(N)    098 12 45.94500(W) AD(       ) 2
 AY1795
 AY1795.Superseded values are not recommended for survey control.
 AY1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1795.See file dsdata.txt to determine how the superseded data were derived.
 AY1795
 AY1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7619176443(NAD 83)
 AY1795_MARKER: DB = BENCH MARK DISK
 AY1795_SETTING: 0 = UNSPECIFIED SETTING
 AY1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1795
 AY1795  HISTORY     - Date     Condition        Report By
 AY1795  HISTORY     - 1953     MONUMENTED       USGS
 AY1795
 AY1795                          STATION DESCRIPTION
 AY1795
 AY1795'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AY1795'THE STATION IS LOCATED ON A MESQUITE COVERED HILL, THE HIGHEST
 AY1795'IN VICINITY, ABOUT 5.5 MILES NORTHWEST OF MARION, 4 MILES
 AY1795'NORTH OF CIBOLO, AND ON PROPERTY OWNED BY MR. BENNO PFEIL.
 AY1795'
 AY1795'REACHED FROM THE JUNCTION OF FARM ROADS 78 AND 1103 IN CIBOLO
 AY1795'BY GOING NORTH AND EAST ON 1103 FOR 3.9 MILES TO THE GREEN
 AY1795'VALLEY SCHOOL ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.4
 AY1795'MILE TO A LANE ON THE RIGHT LEADING TO THE PFEIL RANCH.  TURN
 AY1795'RIGHT AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AY1795'CONTINUE STRAIGHT AHEAD FOR 0.85 MILE TO THE PFEIL HOME.
 AY1795'PASS THROUGH A GATE TO THE SOUTH OF THE HOUSE, THEN TURN
 AY1795'SHARP LEFT, AND FOLLOW A DIM TRACK ROAD FOR 0.2 MILE TO THE
 AY1795'SUMMIT OF THE KNOLL AND STATION SITE.
 AY1795'
 AY1795'U.S.G.S. PFEIL, A STANDARD U.S.G.S. BENCH MARK DISK RIVITED
 AY1795'TO A SECTION OF 3-INCH CAST IRON PIPE, PROJECTING 14 INCHES,
 AY1795'IS WEST OF THE STATION.  THE STAMPING ON THE DISK HAS BEEN
 AY1795'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0809 ***********************************************************************
 BM0809  DESIGNATION -  PFLUGER USGS
 BM0809  PID         -  BM0809
 BM0809  STATE/COUNTY-  TX/TRAVIS
 BM0809  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0809
 BM0809                         *CURRENT SURVEY CONTROL
 BM0809  ___________________________________________________________________
 BM0809* NAD 83(1993)-  30 26 38.39170(N)    097 39 11.05491(W)     ADJUSTED  
 BM0809* NAVD 88     -       260.740  (meters)     855.44   (feet)  ADJUSTED  
 BM0809  ___________________________________________________________________
 BM0809  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 BM0809  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM0809  DYNAMIC HT  -         260.387 (meters)     854.29  (feet)  COMP
 BM0809  MODELED GRAV-     979,280.4   (mgal)                       NAVD 88
 BM0809
 BM0809  HORZ ORDER  -  THIRD
 BM0809  VERT ORDER  -  FIRST     CLASS II
 BM0809
 BM0809.The horizontal coordinates were established by classical geodetic methods
 BM0809.and adjusted by the National Geodetic Survey in July 1998..
 BM0809
 BM0809.The orthometric height was determined by differential leveling
 BM0809.and adjusted by the National Geodetic Survey in June 1991..
 BM0809
 BM0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0809
 BM0809.The geoid height was determined by GEOID03.
 BM0809
 BM0809.The dynamic height is computed by dividing the NAVD 88
 BM0809.geopotential number by the normal gravity value computed on the
 BM0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0809.degrees latitude (g = 980.6199 gals.).
 BM0809
 BM0809.The modeled gravity was interpolated from observed gravity values.
 BM0809
 BM0809;                    North         East     Units Scale Factor Converg.
 BM0809;SPC TX C     - 3,089,273.029   957,406.354   MT  0.99992873   +1 22 49.8
 BM0809;SPC TX C     -10,135,389.93  3,141,090.68   sFT  0.99992873   +1 22 49.8
 BM0809;UTM  14      - 3,368,755.922   629,331.860   MT  0.99980635   +0 40 57.3
 BM0809
 BM0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0809!SPC TX C     -   0.99996313  x   0.99992873  =   0.99989186
 BM0809!UTM  14      -   0.99996313  x   0.99980635  =   0.99976948
 BM0809
 BM0809                          SUPERSEDED SURVEY CONTROL
 BM0809
 BM0809.No superseded survey control is available for this station.
 BM0809
 BM0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2933268756(NAD 83)
 BM0809_MARKER: DS = TRIANGULATION STATION DISK
 BM0809_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BM0809+WITH SETTING: PAVEMENT
 BM0809_SP_SET: FOUNDATION SLAB
 BM0809_STAMPING: PFLUGER 1954
 BM0809_MARK LOGO: USGS  
 BM0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0809+STABILITY: SURFACE MOTION
 BM0809
 BM0809  HISTORY     - Date     Condition        Report By
 BM0809  HISTORY     - 1954     MONUMENTED       USGS
 BM0809  HISTORY     - 1980     GOOD             NGS
 BM0809  HISTORY     - 19950624 GOOD             USPSQD
 BM0809  HISTORY     - 20040207 GOOD             USPSQD
 BM0809  HISTORY     - 20050724 GOOD             USPSQD
 BM0809
 BM0809                          STATION DESCRIPTION
 BM0809
 BM0809'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 BM0809'STATION LOCATED 2 MI. W. OF PFLUGERVILLE AND ABOUT 13 MI. NNE. OF THE
 BM0809'STATE CAPITOL BUILDING IN AUSTIN, NEAR LARGE STEEL MICRO-WAVE RELAY
 BM0809'TOWER.
 BM0809'TO REACH FROM PFLUGERVILLE SCHOOL, GO W. ALONG FARM ROAD 1428 1.8 MI.,
 BM0809'THENCE SW. 0.2 MI. TO STEEL TOWER ABOUT 150 FT. IN HEIGHT, STATION IS
 BM0809'107 FT. SE. OF TOWER NEAR FENCE.
 BM0809'STATION MARK--STANDARD TABLET STAMPED---PFLUGER 1954---, SET IN THE
 BM0809'NE. PART OF A 10 X 20 FT. CONCRETE SLAB.
 BM0809'REFERENCE MARK--A ROUND HEAD BOLT, SET FLUSH IN CONCRETE WITHIN A
 BM0809'6-IN. CERAMIC PIPE, 31 DEGREES 38 MINUTES IN DIRECTION AND 44.34 FT.
 BM0809'DISTANT.
 BM0809
 BM0809                          STATION RECOVERY (1980)
 BM0809
 BM0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0809'9.0 KM (5.6 MI) SOUTH FROM ROUND ROCK.
 BM0809'3.55 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0809'JUNCTION OF RANCH ROAD 620 WEST IN ROUND ROCK, THENCE 3.2 KM (2.0 MI)
 BM0809'SOUTH ALONG THE WEST FRONTAGE ROAD OF INTERSTATE 35, THENCE 0.7 KM
 BM0809'(0.45 MI) SOUTH-SOUTHEAST ALONG FARM ROAD 1825, THENCE 0.55 KM
 BM0809'(0.35 MI) SOUTHEAST ALONG CENTEX LANE, THENCE 0.65 KM (0.4 MI) EAST
 BM0809'ALONG FARM ROAD 1825, THENCE 0.3 KM (0.2 MI) SOUTH ALONG TACON LANE,
 BM0809'AT THE JUNCTION OF VINCENT PLACE, AT THE SOUTHEAST CORNER OF A LARGE
 BM0809'MICROWAVE RADIO TOWER, 45.7 METERS (150 FT) SOUTH OF THE CENTERLINE OF
 BM0809'THE LANE, 18.7 METERS (61.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BM0809'CHAIN LINK FENCE AROUND THE TOWER, 3.2 METERS (10.5 FT) WEST OF THE
 BM0809'FENCE, 9.8 METERS (32.0 FT) SOUTHWEST OF A POWERLINE POLE WITH A
 BM0809'TRANSFORMER.
 BM0809'THE MARK IS 0.3 M ABOVE THE GROUND.
 BM0809
 BM0809                          STATION RECOVERY (1995)
 BM0809
 BM0809'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0809'RECOVERED IN GOOD CONDITION.
 BM0809
 BM0809                          STATION RECOVERY (2004)
 BM0809
 BM0809'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMW)
 BM0809'DESCRIPTION IS ACCURATE WITH THE EXCEPTION OF THE DISTANCE MEASURED
 BM0809'FROM THE CHAIN LINK FENCE.  THE ENCLOSURE HAS BEEN ENLARGED AND THE
 BM0809'DISTANCE TO THE SE FROM THE NEW SE CORNER POST IS NOW 44.2 FEET.
 BM0809'THE MARK IS IN THE NE CORNER OF A 9 BY 18 FT. CONCRETE SLAB.  IT IS
 BM0809'EASILY FOUND AND ACCESSIBLE BUT ONLY MARGINALLY GPSABLE.
 BM0809
 BM0809                          STATION RECOVERY (2005)
 BM0809
 BM0809'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0809'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1318 ***********************************************************************
 CR1318  DESIGNATION -  PHALBA
 CR1318  PID         -  CR1318
 CR1318  STATE/COUNTY-  TX/VAN ZANDT
 CR1318  USGS QUAD   -  PHALBA (1984)
 CR1318
 CR1318                         *CURRENT SURVEY CONTROL
 CR1318  ___________________________________________________________________
 CR1318* NAD 83(1993)-  32 25 16.25770(N)    095 59 32.52819(W)     ADJUSTED  
 CR1318* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 CR1318  ___________________________________________________________________
 CR1318  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CR1318  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CR1318
 CR1318  HORZ ORDER  -  SECOND
 CR1318
 CR1318.The horizontal coordinates were established by classical geodetic methods
 CR1318.and adjusted by the National Geodetic Survey in February 1996..
 CR1318
 CR1318.The orthometric height was scaled from a topographic map.
 CR1318
 CR1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1318
 CR1318.The geoid height was determined by GEOID03.
 CR1318
 CR1318;                    North         East     Units Scale Factor Converg.
 CR1318;SPC TXNC     - 2,086,483.941   835,826.094   MT  0.99993272   +1 22 03.5
 CR1318;SPC TXNC     - 6,845,406.06  2,742,206.11   sFT  0.99993272   +1 22 03.5
 CR1318;UTM  15      - 3,591,064.079   218,599.650   MT  1.00057660   -1 36 19.4
 CR1318;UTM  14      - 3,591,104.422   782,836.152   MT  1.00058660   +1 36 48.9
 CR1318
 CR1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1318!SPC TXNC     -   0.99998108  x   0.99993272  =   0.99991380
 CR1318!UTM  15      -   0.99998108  x   1.00057660  =   1.00055767
 CR1318!UTM  14      -   0.99998108  x   1.00058660  =   1.00056767
 CR1318
 CR1318:                Primary Azimuth Mark                     Grid Az
 CR1318:SPC TXNC     -  PHALBA AZ MK                             097 25 29.1
 CR1318:UTM  15      -  PHALBA AZ MK                             100 23 52.0
 CR1318:UTM  14      -  PHALBA AZ MK                             097 10 43.7
 CR1318
 CR1318|---------------------------------------------------------------------|
 CR1318| PID    Reference Object                     Distance      Geod. Az  |
 CR1318|                                                           dddmmss.s |
 CR1318| CY2815 PHALBA AZ MK                                       0984732.6 |
 CR1318| CR0643 TT 17 S                              21.517 METERS 16017     |
 CR1318| CS2620 MABANK MUNICIPAL TANK               APPROX.11.8 KM 2390513.4 |
 CR1318| CY2816 PHALBA RM 1                          24.110 METERS 28154     |
 CR1318|---------------------------------------------------------------------|
 CR1318
 CR1318                          SUPERSEDED SURVEY CONTROL
 CR1318
 CR1318  NAD 83(1986)-  32 25 16.26533(N)    095 59 32.51269(W) AD(       ) 2
 CR1318  NAD 27      -  32 25 15.75800(N)    095 59 31.62400(W) AD(       ) 2
 CR1318
 CR1318.Superseded values are not recommended for survey control.
 CR1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1318.See file dsdata.txt to determine how the superseded data were derived.
 CR1318
 CR1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR1860091064(NAD 83)
 CR1318_MARKER: DS = TRIANGULATION STATION DISK
 CR1318_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CR1318
 CR1318  HISTORY     - Date     Condition        Report By
 CR1318  HISTORY     - 1949     MONUMENTED       CGS
 CR1318  HISTORY     - 1956     GOOD             CGS
 CR1318  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR1318
 CR1318                          STATION DESCRIPTION
 CR1318
 CR1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1318'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTHWEST OF CANTON,
 CR1318'8.0 MILES NORTHEAST OF MABANK AND IN THE NORTHEAST CORNER
 CR1318'OF A FARM YARD.  IT IS 110 FEET NORTH OF THE CENTERLINE OF
 CR1318'HIGHWAY 198 AND 34 FEET NORTHEAST OF THE NORTHEAST CORNER
 CR1318'OF A HOUSE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 CR1318'AND THE DISK IS STAMPED PHALBA 1949.
 CR1318'
 CR1318'REFERENCE MARK NO. 1 IS WEST-NORTHWEST OF THE STATION, 29
 CR1318'FEET SOUTHEAST OF A STORM CELLAR AND 23 FEET NORTHWEST OF THE
 CR1318'NORTHWEST CORNER OF THE HOUSE.  THE MARK PROJECTS 4 INCHES
 CR1318'AND THE DISK IS STAMPED PHALBA NO. 1 1949.
 CR1318'
 CR1318'TT 17 S (USGS) WAS USED AS REFERENCE MARK NO. 2.  IT IS
 CR1318'43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 6.5 FEET
 CR1318'SOUTHEAST OF A POWERLINE POLE AND 1.5 FEET EAST OF A WITNESS
 CR1318'POST.  THE DISK IS SET IN AN 8 INCH SQUARE CONCRETE POST
 CR1318'WHICH PROJECTS 4 INCHES AND THE DISK IS STAMPED TT 17 S 1946.
 CR1318'
 CR1318'AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF THE STATION, 47 FEET
 CR1318'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A
 CR1318'WITNESS POST AND 2.5 FEET NORTH OF THE FENCE.  THE MARK
 CR1318'PROJECTS 4 INCHES AND THE DISK IS STAMPED PHALBA 1949.
 CR1318'
 CR1318'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF STATE
 CR1318'HIGHWAY 198 AND U.S. HIGHWAY 175, IN MABANK, GO EAST ON HIGHWAY
 CR1318'198 8.0 MILES TO THE STATION ON THE LEFT IN FARM YARD, CONTINUE
 CR1318'EAST 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CR1318'
 CR1318'NOTE- A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 CR1318'STATION PHALBA TO TT 17 S (USGS).
 CR1318'
 CR1318'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1318
 CR1318                          STATION RECOVERY (1956)
 CR1318
 CR1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1318'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CR1318'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CR1318'ARE CORRECT.
 CR1318
 CR1318                          STATION RECOVERY (1995)
 CR1318
 CR1318'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0774 ***********************************************************************
 CT0774  DESIGNATION -  PHANTOM
 CT0774  PID         -  CT0774
 CT0774  STATE/COUNTY-  TX/JONES
 CT0774  USGS QUAD   -  HAMBY (1987)
 CT0774
 CT0774                         *CURRENT SURVEY CONTROL
 CT0774  ___________________________________________________________________
 CT0774* NAD 83(1993)-  32 36 08.93235(N)    099 39 00.19065(W)     ADJUSTED  
 CT0774* NAVD 88     -       512.455  (meters)    1681.28   (feet)  ADJUSTED  
 CT0774  ___________________________________________________________________
 CT0774  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CT0774  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CT0774  DYNAMIC HT  -         511.795 (meters)    1679.11  (feet)  COMP
 CT0774  MODELED GRAV-     979,335.2   (mgal)                       NAVD 88
 CT0774
 CT0774  HORZ ORDER  -  FIRST
 CT0774  VERT ORDER  -  SECOND    CLASS 0
 CT0774
 CT0774.The horizontal coordinates were established by classical geodetic methods
 CT0774.and adjusted by the National Geodetic Survey in February 1996..
 CT0774
 CT0774.The orthometric height was determined by differential leveling
 CT0774.and adjusted by the National Geodetic Survey in June 1991..
 CT0774
 CT0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0774
 CT0774.The geoid height was determined by GEOID03.
 CT0774
 CT0774.The dynamic height is computed by dividing the NAVD 88
 CT0774.geopotential number by the normal gravity value computed on the
 CT0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0774.degrees latitude (g = 980.6199 gals.).
 CT0774
 CT0774.The modeled gravity was interpolated from observed gravity values.
 CT0774
 CT0774;                    North         East     Units Scale Factor Converg.
 CT0774;SPC TXNC     - 2,104,363.652   492,057.100   MT  0.99990315   -0 37 38.0
 CT0774;SPC TXNC     - 6,904,066.41  1,614,357.34   sFT  0.99990315   -0 37 38.0
 CT0774;UTM  14      - 3,607,405.818   439,003.361   MT  0.99964588   -0 21 01.0
 CT0774
 CT0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0774!SPC TXNC     -   0.99992401  x   0.99990315  =   0.99982717
 CT0774!UTM  14      -   0.99992401  x   0.99964588  =   0.99956992
 CT0774
 CT0774|---------------------------------------------------------------------|
 CT0774| PID    Reference Object                     Distance      Geod. Az  |
 CT0774|                                                           dddmmss.s |
 CT0774| CT0776 KNOB AZ                              29.165 METERS 04136     |
 CT0774| CT0775 PHANTOM RM 1                         26.455 METERS 06229     |
 CT0774| CT1162 ONEGO                               APPROX. 0.9 KM 2400606.4 |
 CT0774| CT0769 PHANTOM AZ MK                                      2400832.6 |
 CT0774|---------------------------------------------------------------------|
 CT0774
 CT0774                          SUPERSEDED SURVEY CONTROL
 CT0774
 CT0774  NAD 83(1986)-  32 36 08.93948(N)    099 39 00.17920(W) AD(       ) 1
 CT0774  NAD 27      -  32 36 08.50610(N)    099 38 58.86780(W) AD(       ) 1
 CT0774  NGVD 29 (??/??/92)  512.318  (m)         1680.83   (f) ADJ UNCH    2 0
 CT0774
 CT0774.Superseded values are not recommended for survey control.
 CT0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0774.See file dsdata.txt to determine how the superseded data were derived.
 CT0774
 CT0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3900307406(NAD 83)
 CT0774_MARKER: DS = TRIANGULATION STATION DISK
 CT0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0774_SP_SET: SILO APRON
 CT0774_STAMPING: PHANTOM 1961
 CT0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0774
 CT0774  HISTORY     - Date     Condition        Report By
 CT0774  HISTORY     - 1961     MONUMENTED       CGS
 CT0774  HISTORY     - 20011013 GOOD             USPSQD
 CT0774
 CT0774                          STATION DESCRIPTION
 CT0774
 CT0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0774'13.4 MI NW FROM ELMDALE.
 CT0774'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0774'1.45 MILES WEST ALONG A PAVED ROAD, THENCE 5.75 MILES NORTH ALONG FARM
 CT0774'ROAD 1082, THENCE 0.3 MILE EAST ALONG A PAVED ROAD INTO SITE, 86.8
 CT0774'FEET SOUTHWEST OF RM 1, SET IN CONCRETE AROUND A MANHOLE, 3 INCHES
 CT0774'HIGHER THAN THE SILO APRON.
 CT0774
 CT0774                          STATION RECOVERY (2001)
 CT0774
 CT0774'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0769 ***********************************************************************
 CT0769  DESIGNATION -  PHANTOM AZ MK
 CT0769  PID         -  CT0769
 CT0769  STATE/COUNTY-  TX/JONES
 CT0769  USGS QUAD   -  HAMBY (1987)
 CT0769
 CT0769                         *CURRENT SURVEY CONTROL
 CT0769  ___________________________________________________________________
 CT0769* NAD 83(1986)-  32 35 58.     (N)    099 39 17.     (W)     SCALED    
 CT0769* NAVD 88     -       514.284  (meters)    1687.28   (feet)  ADJUSTED  
 CT0769  ___________________________________________________________________
 CT0769  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CT0769  DYNAMIC HT  -         513.622 (meters)    1685.11  (feet)  COMP
 CT0769  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 CT0769
 CT0769  VERT ORDER  -  SECOND    CLASS 0
 CT0769
 CT0769.The horizontal coordinates were scaled from a topographic map and have
 CT0769.an estimated accuracy of +/- 6 seconds.
 CT0769
 CT0769.The orthometric height was determined by differential leveling
 CT0769.and adjusted by the National Geodetic Survey in June 1991..
 CT0769
 CT0769.The geoid height was determined by GEOID03.
 CT0769
 CT0769.The dynamic height is computed by dividing the NAVD 88
 CT0769.geopotential number by the normal gravity value computed on the
 CT0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0769.degrees latitude (g = 980.6199 gals.).
 CT0769
 CT0769.The modeled gravity was interpolated from observed gravity values.
 CT0769
 CT0769;                    North         East    Units  Estimated Accuracy
 CT0769;SPC TXNC     - 2,104,030.      491,620.      MT  (+/- 180 meters Scaled)
 CT0769
 CT0769                          SUPERSEDED SURVEY CONTROL
 CT0769
 CT0769  NGVD 29 (??/??/92)  514.147  (m)         1686.83   (f) ADJ UNCH    2 0
 CT0769
 CT0769.Superseded values are not recommended for survey control.
 CT0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0769.See file dsdata.txt to determine how the superseded data were derived.
 CT0769
 CT0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB385070(NAD 83)
 CT0769_MARKER: DB = BENCH MARK DISK
 CT0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0769_STAMPING: PHANTOM 1961
 CT0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0769+STABILITY: SURFACE MOTION
 CT0769
 CT0769  HISTORY     - Date     Condition        Report By
 CT0769  HISTORY     - 1961     MONUMENTED       CGS
 CT0769  HISTORY     - 20011013 GOOD             USPSQD
 CT0769
 CT0769                          STATION DESCRIPTION
 CT0769
 CT0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0769'12.85 MI NW FROM ELMDALE.
 CT0769'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0769'1.45 MILES WEST ALONG A PAVED ROAD, THENCE 5.5 MILES NORTH ALONG FARM
 CT0769'ROAD 1082, 40 FEET WEST OF THE CENTERLINE OF FARM ROAD 1082, 4.7 FEET
 CT0769'SOUTH OF A TELEPHONE POLE, 4 FEET NORTH OF A METAL WITNESS POST WITH
 CT0769'SIGN, 1.6 FEET EAST OF A FENCE, LEVEL WITH THE ROAD, SET IN TOP OF A
 CT0769'ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 CT0769
 CT0769                          STATION RECOVERY (2001)
 CT0769
 CT0769'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0775 ***********************************************************************
 CT0775  DESIGNATION -  PHANTOM RM 1
 CT0775  PID         -  CT0775
 CT0775  STATE/COUNTY-  TX/JONES
 CT0775  USGS QUAD   -  HAMBY (1987)
 CT0775
 CT0775                         *CURRENT SURVEY CONTROL
 CT0775  ___________________________________________________________________
 CT0775* NAD 83(1986)-  32 36 11.     (N)    099 38 58.     (W)     SCALED    
 CT0775* NAVD 88     -       512.718  (meters)    1682.14   (feet)  ADJUSTED  
 CT0775  ___________________________________________________________________
 CT0775  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CT0775  DYNAMIC HT  -         512.058 (meters)    1679.98  (feet)  COMP
 CT0775  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 CT0775
 CT0775  VERT ORDER  -  SECOND    CLASS 0
 CT0775
 CT0775.The horizontal coordinates were scaled from a topographic map and have
 CT0775.an estimated accuracy of +/- 6 seconds.
 CT0775
 CT0775.The orthometric height was determined by differential leveling
 CT0775.and adjusted by the National Geodetic Survey in June 1991..
 CT0775
 CT0775.The geoid height was determined by GEOID03.
 CT0775
 CT0775.The dynamic height is computed by dividing the NAVD 88
 CT0775.geopotential number by the normal gravity value computed on the
 CT0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0775.degrees latitude (g = 980.6199 gals.).
 CT0775
 CT0775.The modeled gravity was interpolated from observed gravity values.
 CT0775
 CT0775;                    North         East    Units  Estimated Accuracy
 CT0775;SPC TXNC     - 2,104,430.      492,120.      MT  (+/- 180 meters Scaled)
 CT0775
 CT0775                          SUPERSEDED SURVEY CONTROL
 CT0775
 CT0775  NGVD 29 (??/??/92)  512.581  (m)         1681.69   (f) ADJ UNCH    2 0
 CT0775
 CT0775.Superseded values are not recommended for survey control.
 CT0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0775.See file dsdata.txt to determine how the superseded data were derived.
 CT0775
 CT0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB390074(NAD 83)
 CT0775_MARKER: DR = REFERENCE MARK DISK
 CT0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0775_SP_SET: CONCRETE APRON
 CT0775_STAMPING: PHANTOM NO 1 1961
 CT0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0775
 CT0775  HISTORY     - Date     Condition        Report By
 CT0775  HISTORY     - 1961     MONUMENTED       CGS
 CT0775  HISTORY     - 20011013 GOOD             USPSQD
 CT0775
 CT0775                          STATION DESCRIPTION
 CT0775
 CT0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0775'13.4 MI NW FROM ELMDALE.
 CT0775'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0775'1.45 MILES WEST ALONG A PAVED ROAD, THENCE 5.75 MILES NORTH ALONG FARM
 CT0775'ROAD 1082, THENCE 0.3 MILES EAST ALONG THE MISSILE ROAD, 86.8 FEET
 CT0775'NORTHEAST OF THE STATION, 31 FEET SOUTHEAST OF DOOR LIDI, SET IN TOP
 CT0775'OF THE CONCRETE APRON.
 CT0775
 CT0775                          STATION RECOVERY (2001)
 CT0775
 CT0775'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3962 ***********************************************************************
 AW3962  DESIGNATION -  PHARR
 AW3962  PID         -  AW3962
 AW3962  STATE/COUNTY-  TX/BRAZORIA
 AW3962  USGS QUAD   -  OYSTER CREEK (1974)
 AW3962
 AW3962                         *CURRENT SURVEY CONTROL
 AW3962  ___________________________________________________________________
 AW3962* NAD 83(1993)-  29 02 21.21157(N)    095 20 03.38237(W)     ADJUSTED  
 AW3962* NAVD 88     -         1.73   (+/-2cm)       5.7    (feet)  VERTCON   
 AW3962  ___________________________________________________________________
 AW3962  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW3962  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW3962
 AW3962  HORZ ORDER  -  FIRST
 AW3962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3962
 AW3962.The horizontal coordinates were established by classical geodetic methods
 AW3962.and adjusted by the National Geodetic Survey in February 1996..
 AW3962
 AW3962.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3962.The vertical order pertains to the NGVD 29 superseded value.
 AW3962
 AW3962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3962
 AW3962.The geoid height was determined by GEOID03.
 AW3962
 AW3962;                    North         East     Units Scale Factor Converg.
 AW3962;SPC TXSC     - 4,139,239.866   956,946.953   MT  0.99987647   +1 47 45.2
 AW3962;SPC TXSC     -13,580,156.13  3,139,583.46   sFT  0.99987647   +1 47 45.2
 AW3962;UTM  15      - 3,214,579.852   272,694.379   MT  1.00023763   -1 08 00.8
 AW3962
 AW3962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3962!SPC TXSC     -   1.00000390  x   0.99987647  =   0.99988037
 AW3962!UTM  15      -   1.00000390  x   1.00023763  =   1.00024153
 AW3962
 AW3962|---------------------------------------------------------------------|
 AW3962| PID    Reference Object                     Distance      Geod. Az  |
 AW3962|                                                           dddmmss.s |
 AW3962| AW0054 PHARR 2                              14.625 METERS 03150     |
 AW3962| AW6822 HOSKINS MOUND FREEPORT CO W TK      APPROX.14.3 KM 0403634.0 |
 AW3962| AW6821 HOSKINS MOUND FREEPORT CO STK       APPROX.14.4 KM 0405440.6 |
 AW3962| AW6817 HOSKINS MOUND SULPHUR CO E TK       APPROX.14.4 KM 0411043.4 |
 AW3962| AM0425 BRAZOS RIVER LIGHTHOUSE             APPROX.10.7 KM 1662928.5 |
 AW3962| AM0430 E FREEPORT STAFFORD CHEM CO TK      APPROX.10.0 KM 1812525.9 |
 AW3962| AM0414 FREEPORT MUNICIPAL TANK             APPROX. 9.8 KM 1865510.5 |
 AW3962| AW3963 PHARR RM 1                           25.222 METERS 23108     |
 AW3962| AW6836 ANGLETON MUNICIPAL TANK             APPROX.17.0 KM 3250246.4 |
 AW3962| AW3964 PHARR RM 2                          367.393 METERS 32639     |
 AW3962| AW3965 PHARR 2 AZ                          378.418 METERS 33229     |
 AW3962|---------------------------------------------------------------------|
 AW3962
 AW3962                          SUPERSEDED SURVEY CONTROL
 AW3962
 AW3962  NAD 83(1986)-  29 02 21.22073(N)    095 20 03.36140(W) AD(       ) 1
 AW3962  NAD 27      -  29 02 20.33900(N)    095 20 02.58600(W) AD(       ) 1
 AW3962  NGVD 29 (??/??/92)    1.741  (m)            5.71   (f) ADJ UNCH    2 0
 AW3962
 AW3962.Superseded values are not recommended for survey control.
 AW3962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3962.See file dsdata.txt to determine how the superseded data were derived.
 AW3962
 AW3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7269414580(NAD 83)
 AW3962_MARKER: DS = TRIANGULATION STATION DISK
 AW3962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3962_STAMPING: PHARR 1931
 AW3962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3962+STABILITY: SURFACE MOTION
 AW3962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3962+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW3962
 AW3962  HISTORY     - Date     Condition        Report By
 AW3962  HISTORY     - 1931     MONUMENTED       CGS
 AW3962  HISTORY     - 1937     GOOD             TXHD
 AW3962  HISTORY     - 1942     GOOD             CGS
 AW3962  HISTORY     - 1942     GOOD             NGS
 AW3962  HISTORY     - 1953     GOOD             CGS
 AW3962  HISTORY     - 1954     GOOD             CGS
 AW3962  HISTORY     - 1955     GOOD             LOCENG
 AW3962  HISTORY     - 1956     GOOD             CGS
 AW3962  HISTORY     - 1956     GOOD             NGS
 AW3962  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW3962  HISTORY     - 20040319 GOOD             USPSQD
 AW3962
 AW3962                          STATION DESCRIPTION
 AW3962
 AW3962'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW3962'ABOUT 7 MILES N OF FREEPORT, AND 6.6 MILES N OF THE
 AW3962'FREEPORT-VELASCO BRIDGE, ON E SIDE OF SHELL HIGHWAY 19
 AW3962'BETWEEN FREEPORT AND ANGLETON, 0.7 MILE SE OF CROSSING OF
 AW3962'MISSOURI PACIFIC RAILWAY, IN FENCE LINE ON SW SIDE OF LARGE
 AW3962'PASTURE, 0.2 MILE SE OF BEND IN HIGHWAY, 0.15 MILE NW OF
 AW3962'CONCRETE BOX CULVERT UNDER ROAD, ABOUT 300 YARDS SE OF A
 AW3962'FENCE CORNER, 37 FEET NE OF CENTER LINE OF ROAD, AND 1.8
 AW3962'FEET NE OF FENCE.
 AW3962'
 AW3962'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW3962'DISKS SET IN CONCRETE.
 AW3962'
 AW3962'REFERENCE MARK NO. 1 PROJECTS 6 INCHES ABOVE GROUND, IS IN
 AW3962'FENCE LINE ON NE SIDE OF LARGE PASTURE, 45 FEET SW OF CENTER
 AW3962'LINE OF ROAD, HIGHWAY 19, 0.6 FOOT SW OF FENCE, AND 82.75
 AW3962'FEET FROM STATION, S 51 DEG 08 MIN W.
 AW3962'
 AW3962'REFERENCE MARK NO. 2 PROJECTS 5 INCHES ABOVE GROUND, IS NEAR
 AW3962'A FENCE CORNER AND GATE, ON SW SIDE OF HIGHWAY 19, 0.4 MILE
 AW3962'SE OF MISSOURI PACIFIC RAILWAY CROSSING, ON INSIDE OF BEND IN
 AW3962'ROAD, 10 FEET W OF CENTER OF GATE TO PASTURE, 7.2 FEET E
 AW3962'OF A LARGE STUMP WHICH SERVES AS A GATEPOST, 4.4 FEET E OF A
 AW3962'TRIPLE FENCE CORNER, AND APPROXIMATELY 0.2 MILE FROM STATION,
 AW3962'N 33 DEG 21 MIN W.  BEARING FROM STATION OF
 AW3962'HOSKINS MOUND, FREEPORT SULPHUR COMPANY STACK, DISTANT 8 MILES,
 AW3962'N 40 DEG 55 MIN E.
 AW3962'
 AW3962'STATION REACHED FROM FREEPORT BY MAIN SHELL HIGHWAY 19 TOWARD
 AW3962'ANGLETON, 6.6 MILES FROM BRIDGE TO STATION.
 AW3962
 AW3962                          STATION RECOVERY (1937)
 AW3962
 AW3962'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW3962'STATION RECOVERED IN GOOD CONDITION.  NO ATTEMPT WAS MADE
 AW3962'TO RECOVER REFERENCE MARKS.  DESCRIPTION SATISFACTORY.
 AW3962
 AW3962                          STATION RECOVERY (1942)
 AW3962
 AW3962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW3962'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW3962'CONDITION.
 AW3962'
 AW3962'STATION IS ABOUT 6.6 MILES N OF THE FREEPORT-VALASCO BRIDGE,
 AW3962'ON THE E SIDE OF STATE HIGHWAY 288, ABOUT 0.7 MILE S OF
 AW3962'CROSSING OF THE HIGHWAY WITH MISSOURI PACIFIC RAILROAD SPURLINE,
 AW3962'ABOUT 0.15 MILE N OF CONCRETE BOX CULVERT, ABOUT 300 YARDS
 AW3962'SE OF FENCE CORNER, 37 FEET NE OF THE CENTER LINE OF THE HIGHWAY,
 AW3962'2 FEET SW OF RIGHT-OF-WAY FENCE AND THE MONUMENT PROJECTS
 AW3962'0.8 FOOT.  IT IS STAMPED PHARR 1931.
 AW3962'
 AW3962'REFERENCE MARK NO. 1 IS 82.7 FEET SOUTHWESTERLY FROM
 AW3962'THE STATION, 38 FEET SW OF THE CENTER LINE OF THE HIGHWAY,
 AW3962'2 FEET NE OF RIGHT-OF-WAY FENCE.  IT IS STAMPED PHARR NO. 1
 AW3962'1931.
 AW3962'
 AW3962'REFERENCE MARK NO. 2 IS 0.2 MILE NORTHWESTERLY
 AW3962'FROM THE STATION, 40 FEET W OF THE CENTER LINE OF THE HIGHWAY,
 AW3962'2 FEET E OF RIGHT-OF-WAY FENCE.  IT IS STAMPED PHARR NO. 2 1931.
 AW3962
 AW3962                          STATION RECOVERY (1942)
 AW3962
 AW3962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AW3962'6.5 MI NE FROM VELASCO.
 AW3962'TO REACH FROM THE MISSOURI PACIFIC RAILROAD DRAW-BRIDGE OVER THE
 AW3962'BRAZOS RIVER AT VELASCO.  PROCEED NORTHEASTERLY ON STATE HIGHWAY NO.
 AW3962'288 AND GO 6.5 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7
 AW3962'MILE SOUTH OF THE CROSSING OF STATE HIGHWAY NO. 288 AND THE MISSOURI
 AW3962'PACIFIC RAILROAD SPUR LINE TO HOSKINS MOUND, ABOUT 0.15 MILE NORTH OF
 AW3962'A CONCRETE BOX CULVERT, 37.0 FEET NORTHEAST OF AND ABOUT THE SAME
 AW3962'ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 2.0 FEET SOUTHWEST OF THE
 AW3962'RIGHT-OF-WAY FENCE AND DIRECTLY ACROSS THE HIGHWAY FROM REFERENCE MARK
 AW3962'NO. 1.
 AW3962
 AW3962                          STATION RECOVERY (1953)
 AW3962
 AW3962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JPW)
 AW3962'STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED
 AW3962'AND ARE IN GOOD CONDITION.
 AW3962
 AW3962                          STATION RECOVERY (1954)
 AW3962
 AW3962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW3962'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 AW3962'BY F.L.G. IN 1931 AND FOUND IN GOOD CONDITION.  REFERENCE
 AW3962'MARK 1 HAS BEEN DISTURBED BY ROAD GRADING EQUIPMENT.  THE
 AW3962'MARK REMAINS INTACT BUT HAS BEEN MOVED.  THE STATION IS
 AW3962'DIRECTLY UNDER THE HOUSTON LIGHT AND POWER COMPANY LINES.
 AW3962'
 AW3962'A WITNESS POST WAS SET 2.0 FT. SE OF THE STATION.
 AW3962'
 AW3962'A WITNESS POST WAS SET 18 IN. N OF REFERENCE MARK 2.
 AW3962'
 AW3962'A NEW DESCRIPTION TO REACH THE STATION READS AS FOLLOWS--
 AW3962'
 AW3962'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 523 AND
 AW3962'1460 AT THE E EDGE OF VELASCO, GO NE ON FARM ROAD 523 FOR
 AW3962'6.0 MI. TO THE STATION ON THE RIGHT.
 AW3962'
 AW3962'THE STATION WAS NOT OCCUPIED BY THIS PARTY.
 AW3962
 AW3962                          STATION RECOVERY (1955)
 AW3962
 AW3962'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (CEM)
 AW3962'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 AW3962'MARKS 1 AND 2 RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AW3962
 AW3962                          STATION RECOVERY (1956)
 AW3962
 AW3962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 AW3962'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  PHARR
 AW3962'2 1956 WAS ESTABLISHED IN THE NEAR VICINITY TO CLEAR NEW
 AW3962'HIGHWAY CONSTRUCTION.  THE MARKS WERE LEFT IN PLACE IN JULY
 AW3962'1956 AT THE REQUEST OF LOCAL ENGINEERS WHO WERE PLANNING
 AW3962'TO USE THE STATION.  ALL MARKS WILL BE DESTROYED BY THE FALL OF
 AW3962'1956.
 AW3962
 AW3962                          STATION RECOVERY (1956)
 AW3962
 AW3962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AW3962'RECOVERED IN GOOD CONDITION.
 AW3962
 AW3962                          STATION RECOVERY (1960)
 AW3962
 AW3962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW3962'DESTROYED--ALL MARKS HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 AW3962
 AW3962                          STATION RECOVERY (2004)
 AW3962
 AW3962'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0054 ***********************************************************************
 AW0054  DESIGNATION -  PHARR 2
 AW0054  PID         -  AW0054
 AW0054  STATE/COUNTY-  TX/BRAZORIA
 AW0054  USGS QUAD   -  OYSTER CREEK (1974)
 AW0054
 AW0054                         *CURRENT SURVEY CONTROL
 AW0054  ___________________________________________________________________
 AW0054* NAD 83(1993)-  29 02 21.61517(N)    095 20 03.09728(W)     ADJUSTED  
 AW0054* NAVD 88     -         1.84   (+/-2cm)       6.0    (feet)  VERTCON   
 AW0054  ___________________________________________________________________
 AW0054  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW0054  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW0054
 AW0054  HORZ ORDER  -  SECOND
 AW0054  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0054
 AW0054.The horizontal coordinates were established by classical geodetic methods
 AW0054.and adjusted by the National Geodetic Survey in February 1996..
 AW0054
 AW0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0054.The vertical order pertains to the NGVD 29 superseded value.
 AW0054
 AW0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0054
 AW0054.The geoid height was determined by GEOID03.
 AW0054
 AW0054;                    North         East     Units Scale Factor Converg.
 AW0054;SPC TXSC     - 4,139,252.526   956,954.272   MT  0.99987646   +1 47 45.3
 AW0054;SPC TXSC     -13,580,197.66  3,139,607.47   sFT  0.99987646   +1 47 45.3
 AW0054;UTM  15      - 3,214,592.126   272,702.339   MT  1.00023758   -1 08 00.7
 AW0054
 AW0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0054!SPC TXSC     -   1.00000388  x   0.99987646  =   0.99988034
 AW0054!UTM  15      -   1.00000388  x   1.00023758  =   1.00024146
 AW0054
 AW0054|---------------------------------------------------------------------|
 AW0054| PID    Reference Object                     Distance      Geod. Az  |
 AW0054|                                                           dddmmss.s |
 AW0054| AW0055 PHARR 2 RM 1                         11.740 METERS 17519     |
 AW0054| AW3962 PHARR                                14.625 METERS 21150     |
 AW0054| AW0053 PHARR 2 RM 2                         10.780 METERS 30005     |
 AW0054| AW3964 PHARR RM 2                          361.498 METERS 32433     |
 AW0054| AW3965 PHARR 2 AZ                          371.174 METERS 33033     |
 AW0054| AW0052 PHARR 2 AZ MK RESET                 354.745 METERS 33033     |
 AW0054|---------------------------------------------------------------------|
 AW0054
 AW0054                          SUPERSEDED SURVEY CONTROL
 AW0054
 AW0054  NAD 83(1986)-  29 02 21.62444(N)    095 20 03.07624(W) AD(       ) 2
 AW0054  NAD 27      -  29 02 20.74300(N)    095 20 02.30100(W) AD(       ) 2
 AW0054  NGVD 29 (??/??/92)    1.854  (m)            6.08   (f) ADJ UNCH    1 1
 AW0054
 AW0054.Superseded values are not recommended for survey control.
 AW0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0054.See file dsdata.txt to determine how the superseded data were derived.
 AW0054
 AW0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7270214592(NAD 83)
 AW0054_MARKER: DS = TRIANGULATION STATION DISK
 AW0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0054_STAMPING: PHARR 2 1956
 AW0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0054+STABILITY: SURFACE MOTION
 AW0054
 AW0054  HISTORY     - Date     Condition        Report By
 AW0054  HISTORY     - 1956     MONUMENTED       CGS
 AW0054  HISTORY     - 1960     GOOD             CGS
 AW0054  HISTORY     - 1963     GOOD             CGS
 AW0054  HISTORY     - 1967     GOOD             CGS
 AW0054  HISTORY     - 1969     GOOD             CGS
 AW0054  HISTORY     - 1973     GOOD             NGS
 AW0054  HISTORY     - 1973     GOOD             NGS
 AW0054  HISTORY     - 1974     GOOD             NGS
 AW0054  HISTORY     - 1978     GOOD             NGS
 AW0054  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0054
 AW0054                          STATION DESCRIPTION
 AW0054
 AW0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 AW0054'ABOUT 7 MI. N OF FREEPORT, 6.6 MI. N OF THE FREEPORT-VELASCO
 AW0054'BRIDGE, ALONG THE E SIDE OF HIGHWAY 523 WHICH IS THE OLD
 AW0054'FREEPORT-ANGLETON HIGHWAY, ABOUT 0.7 MI. SE OF A RAILROAD
 AW0054'CROSSING, AND IN A LARGE PASTURE.  IT IS ON A LOW MOUND, ABOUT
 AW0054'20 FT. E OF THE E RIGHT-OF-WAY FENCE, ABOUT 1/4 MI. S OF A
 AW0054'HIGHWAY CURVE, AND ABOUT 2 FT. FROM A 4 BY 4 POST.
 AW0054'
 AW0054'STATION SURFACE AND SUBSURFACE MARKS ARE DISKS IN CONCRETE.
 AW0054'THE SURFACE STATION MARK IS FLUSH WITH THE GROUND, AND STAMPED
 AW0054'PHARR 2 1956.
 AW0054'
 AW0054'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PHARR 2 NO 1
 AW0054'1956 AND SET IN CONCRETE PROJECTING ABOUT 3 IN.
 AW0054'AND IS ABOUT 3 FT. E OF THE E RIGHT-OF-WAY FENCE.
 AW0054'
 AW0054'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PHARR 2 1956
 AW0054'NO 2 AND SET IN CONCRETE PROJECTING ABOUT 1 IN.
 AW0054'AND IS ABOUT 2 FT. E OF THE E RIGHT-OF-WAY FENCE.
 AW0054'
 AW0054'THE AZIMUTH MARK IS ABOUT 1/4 MI. N OF THE STATION, A STANDARD
 AW0054'DISK, STAMPED PHARR 2 1956 AND SET IN CONCRETE PROJECTING
 AW0054'ABOUT 3 IN. ABOUT 25 FT. E OF THE E RIGHT-OF-WAY FENCE, AT
 AW0054'THE OUTSIDE OF A CURVE, NEAR A GATE, AND ACROSS THE ROAD
 AW0054'FROM A T-FENCE W.  IT IS ABOUT 2 FT. FROM A 4 BY 4 POST.
 AW0054'
 AW0054'TO REACH FROM THE FREEPORT-VELASCO BRIDGE OVER THE BRAZOS
 AW0054'RIVER, GO E AND N ON HIGHWAY 523 FOR 6.6 MILES TO THE STATION
 AW0054'ON THE RIGHT AS DESCRIBED.
 AW0054
 AW0054                          STATION RECOVERY (1960)
 AW0054
 AW0054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW0054'ALL MARKS RECOVERED IN GOOD CONDITION.  THE 1956 RECOVERY
 AW0054'NOTE IS GOOD.  THE AZIMUTH MARK WAS MOVED AT THE REQUEST OF
 AW0054'THE PROPERTY OWNER.  A NEW AZIMUTH MARK WAS ESTABLISHED EXACTLY
 AW0054'ON LINE (BY INSTRUMENT) WITH THE 1956 AZIMUTH MARK.  DESCRIPTION
 AW0054'FOR NEW AZIMUTH MARK FOLLOWS.  THE AZIMUTH MARK IS ABOUT
 AW0054'0.25 MILE NORTH OF THE STATION, 83.0 FEET NORTHEAST OF THE
 AW0054'CENTERLINE OF FARM ROAD 523, 28.5 FEET NORTHEAST OF A FENCE
 AW0054'CORNER AND 223.0 FEET SOUTHWEST OF A BRICK HOME.  A STANDARD
 AW0054'DISK STAMPED PHARR 2 1956 RESET 1960 IN TOP OF A CONCRETE
 AW0054'MONUMENT WHICH PROJECTS 6 INCHES.
 AW0054
 AW0054                          STATION RECOVERY (1963)
 AW0054
 AW0054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW0054'THE STATION WAS RECOVERED.  THE STATION MARK, REFERENCE MARKS
 AW0054'1 AND 2 WERE FOUND IN GOODO CONDITION AS DESCRIBED.  THE
 AW0054'DISTANCE TO REFERENCE MARKS 1 AND 2 WAS VERIFIED.
 AW0054'
 AW0054'THE FOLLOWING REFERENCE MEASUREMENTS WERE MADE TO AID IN
 AW0054'FUTURE RECOVERY OF THE STATION--STATION MARK IS 80 FEET
 AW0054'NORTHEAST OF CENTERLINE OF FARM ROAD 523, 20 FEET NORTHEAST
 AW0054'OF RIGHT-OF-WAY FENCE AND 79.6 FEET SOUTHEAST OF POWER POLE.
 AW0054'A STEEL WITNESS SIGNPOST IS NEAR THE MARK.
 AW0054'
 AW0054'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED PHARR
 AW0054'2 RESET 1960, IN TOP OF 10-INCH ROUND CONCRETE POST PROJECTING
 AW0054'5 INCHES ABOVE GROUND.  THE MARK IS ABOUT 0.2 MILE NORTH-NORTHWEST
 AW0054'OF THE STATION, ABOUT 200 FEET SOUTH OF A BRICK RESIDENCE,
 AW0054'85 FEET NORTHEAST OF CENTERLINE OF FARM ROAD 523, 28 FEET
 AW0054'EAST OF T-FENCE CORNER AND 25 FEET NORTHEAST OF THE RIGHT-OF-WAY
 AW0054'FENCE.
 AW0054'
 AW0054'TO REACH THE STATION FROM THE POST OFFICE IN VELASCO, GO
 AW0054'SOUTHEAST ON GULF BLVD. (FARM ROAD 523) 0.95 MILE, TURN LEFT
 AW0054'GOING NORTHEAST ON FARM ROAD 523 1.85 MILES TO INTERSECTION
 AW0054'OF HIGHWAY 332, CONTINUE STRAIGHT AHEAD ON FARM ROAD 523 4.2
 AW0054'MILES TO THE STATION ON RIGHT.
 AW0054
 AW0054                          STATION RECOVERY (1967)
 AW0054
 AW0054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 AW0054'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 AW0054'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO
 AW0054'REFERENCE MARKS 1 AND 2 CHECKED.  THE DIRECTION TO REFERENCE
 AW0054'MARK 1 CHECKED BUT THE DIRECTION TO REFERENCE MARK 2 DID NOT
 AW0054'CHECK BY 2 MINUTES AND 50 SECONDS (LOWER).  A DISTANCE BETWEEN
 AW0054'THE REFERENCE MARKS WAS MADE THIS DATE AND IS SHOWN ABOVE.
 AW0054'THE VELASCO POST OFFICE MENTIONED IN THE 1963 RECOVERY HAS
 AW0054'CHANGED NAMES.  IT IS NOW THE FREEPORT POST OFFICE (ZIP CODE
 AW0054'77541).  DUE TO ROAD CHANGES A NEW ROUTE TO THE STATION
 AW0054'FOLLOWS--
 AW0054'
 AW0054'THE STATION IS LOCATED IN A PASTURE ABOUT 7 MILES NORTH OF
 AW0054'FREEPORT, ABOUT 0.3 MILE SOUTH-SOUTHEAST OF A LARGE BRICK
 AW0054'HOUSE AND ON THE NORTHEAST SIDE OF FARM ROAD 523.
 AW0054'
 AW0054'TO REACH THE STATION FROM THE POST OFFICE IN THE NORTHWEST
 AW0054'PART OF FREEPORT, (LOCATED IN NORTH ANGLE OF N AVENUE H AND
 AW0054'SKINNER STREET), GO SOUTHWEST ON SKINNER STREET FOR 0.1 MILE
 AW0054'TO ITS JUNCTION WITH STATE HIGHWAY 288.  TURN LEFT AND GO
 AW0054'SOUTHEAST ON STATE HIGHWAY 288 FOR 0.05 MILE TO A CROSSROAD.
 AW0054'TURN LEFT AND GO EAST ON FARM ROAD 523 (N GULF BLVD.) FOR
 AW0054'1.05 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON FARM
 AW0054'ROAD 523 (VELASCO BLVD.) FOR 0.65 MILE TO ITS JUNCTION WITH
 AW0054'FARM ROAD 1495.  CONTINUE IN A NORTHERLY DIRECTION ON FARM ROAD
 AW0054'523 FOR 1.15 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 AW0054'332.  CONTINUE IN A NORTHERLY DIRECTION ON FARM ROAD 523
 AW0054'FOR 2.9 MILES TO A SIDE ROAD RIGHT (BRAZORIA COUNTY ROAD
 AW0054'792).  CONTINUE NORTH AND NORTHWEST ON FARM ROAD 523 FOR 1.15
 AW0054'MILES TO THE STATION ON THE RIGHT.
 AW0054'
 AW0054'THE STATION MARK IS A STANDARD DISK STAMPED PHARR 2 1956,
 AW0054'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW0054'IS FLUSH WITH THE GROUND.  IT IS 80 FEET
 AW0054'NORTHEAST OF THE CENTER OF FARM ROAD 523, 78.2 FEET SOUTHEAST
 AW0054'OF A POWER LINE POLE, 20 FEET NORTHEAST OF THE NORTHEAST
 AW0054'RIGHT-OF-WAY FENCE ALONG FARM ROAD 523 AND 1.9 FEET SOUTHWEST
 AW0054'OF A METAL WITNESS POST.
 AW0054'
 AW0054'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PHARR 2 NO. 1
 AW0054'1956, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW0054'PROJECTING 2 INCHES.  IT IS 63.5 FEET NORTHEAST
 AW0054'OF THE CENTER OF FARM ROAD 523, 39 FEET SOUTH OF THE METAL
 AW0054'WITNESS POST AND 3.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 AW0054'
 AW0054'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PHARR 2 NO 2
 AW0054'1956, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW0054'PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 62
 AW0054'FEET NORTHEAST OF THE CENTER OF FARM ROAD 523, 44.7 FEET
 AW0054'SOUTHEAST OF THE POWER LINE POLE, 36.6 FEET WEST-NORTHWEST
 AW0054'OF THE METAL WITNESS POST AND 2 FEET NORTHEAST OF THE
 AW0054'RIGHT-OF-WAY FENCE.
 AW0054'
 AW0054'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 AW0054'FARM ROAD 523 FOR 0.2 MILE TO THE MARK ON THE RIGHT ABOUT
 AW0054'200 FEET SOUTH-SOUTHEAST OF THE LARGE BRICK HOUSE.
 AW0054'
 AW0054'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 AW0054'PHARR NO 2 1956 RESET 1960, SET IN THE TOP OF A 10-INCH
 AW0054'CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE
 AW0054'GROUND.  IT IS 83.5 FEET NORTHEAST OF THE CENTER
 AW0054'OF FARM ROAD 523, 72.5 FEET SOUTHEAST OF A POWER LINE POLE,
 AW0054'40.7 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE MARKER,
 AW0054'28.2 FEET EAST OF A T-FENCE CORNER AND 1.4 FEET SOUTH OF THE
 AW0054'SOUTH CORRAL FENCE.
 AW0054'
 AW0054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AW0054'NORTH OF FREEPORT.
 AW0054
 AW0054                          STATION RECOVERY (1969)
 AW0054
 AW0054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AW0054'STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND REFERENCE MARK
 AW0054'NO. 2 1956 RESET 1960 WERE RECOVERED IN GOOD CONDITION AS
 AW0054'DESCRIBED IN THE 1967 RECOVERY NOTE BY JAMES L. COOK.  PHARR
 AW0054'1931 SUB-STATION MARK WAS SEARCHED FOR USING OLD DISTANCE
 AW0054'AND DIRECTION FROM PHARR 2.  IT IS BELIEVED MARK WAS DESTROYED
 AW0054'DURING ROAD CONSTRUCTION.  A CONCRETE POST, WITHOUT DISK,
 AW0054'LAYING NEAR REFERENCE MARK 2 1956 RESET 1960, WAS REPORTED
 AW0054'BY LAND OWNER TO HAVE BEEN MOVED BY HIM FROM ACROSS ROAD.  IT
 AW0054'IS BELIEVED TO BE PHARR R.M. 2 1931.  ALL MARKS FOR PHARR
 AW0054'1931 HAVE BEEN DESTROYED.
 AW0054'
 AW0054'A COMPLETE DESCRIPTION FOLLOWS--STATION IS ABOUT 7 MILES
 AW0054'NORTHWEST OF FREEPORT, 3 MILES NORTH OF CLUTE, IN A PASTURE
 AW0054'ALONG NORTHEAST SIDE OF FARM ROAD 523.
 AW0054'
 AW0054'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 288 WITH
 AW0054'FARM ROAD 523 IN FREEPORT, GO EASTERLY ON FARM ROAD 523 FOR
 AW0054'1.05 MILES TO JUNCTION WITH VELASCO BLVD..  TURN LEFT, NORTH,
 AW0054'ON FARM ROAD 523, GO 0.65 MILE TO JUNCTION WITH FARM ROAD
 AW0054'1495.  TURN LEFT, ON FARM ROAD 523 FOR 1.15 MILES TO JUNCTION
 AW0054'WITH STATE HIGHWAY 332.  CONTINUE NORTH ON FARM ROAD 523
 AW0054'FOR 4.15 MILES TO STATION ON RIGHT.  CONTINUE ON HIGHWAY 0.2
 AW0054'MILE TO REFERENCE MARK 2 1956 RESET 1960 ON THE RIGHT.
 AW0054'
 AW0054'STATION MARK, A STANDARD DISK, STAMPED PHARR 2 1956, IS SET
 AW0054'IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH GROUND.  IT IS
 AW0054'80 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 78 FEET SOUTHEAST
 AW0054'OF A POWER LINE POLE, 20 FEET NORTHEAST OF RIGHT-OF-WAY FENCE,
 AW0054'AND 2 FEET SOUTHWEST OF A METAL WITNESS POST AND A 4 IN X 4 IN
 AW0054'WOODEN POST.
 AW0054'
 AW0054'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED PHARR 2 NO
 AW0054'1 1956, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 AW0054'2 INCHES ABOVE GROUND.  IT IS 63.5 FEET NORTHEAST OF CENTER
 AW0054'LINE OF HIGHWAY, AND 3.5 FEET NORTHEAST OF RIGHT-OF-WAY FENCE.
 AW0054'
 AW0054'REFERENCE MARK NO. 2 A STANDARD DISK, STAMPED PHARR 2 NO 2
 AW0054'1956, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 AW0054'1 INCH ABOVE GROUND.  IT IS 62 FEET NORTHEAST OF CENTER
 AW0054'LINE OF HIGHWAY, 44 FEET SOUTHEAST OF THE POWER LINE POLE,
 AW0054'AND 2.0 FEET NORTHEAST OF RIGHT-OF-WAY FENCE.
 AW0054'
 AW0054'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK, STAMPED PHARR
 AW0054'NO 2 1956 RESET 1960, IS SET IN A 10-INCH ROUND CONCRETE POST
 AW0054'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 83.5 FEET NORTHEAST
 AW0054'OF CENTER LINE OF HIGHWAY, 72.5 FEET SOUTHEAST OF A POWER
 AW0054'LINE POLE, 40.7 FEET NORTH OF A TELEPHONE CABLE MARKER, AND
 AW0054'1.4 FEET SOUTH OF A METAL WITNESS POST.
 AW0054'
 AW0054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AW0054'NORTH OF FREEPORT
 AW0054
 AW0054                          STATION RECOVERY (1973)
 AW0054
 AW0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JT)
 AW0054'THE STATION, R.M. 1, R.M. 2 AND THE AZIMUTH WERE RECOVERED
 AW0054'IN GOOD CONDITION AND LEVELED OVER IN 1973.
 AW0054'
 AW0054'TO REACH FROM THE JUNCTION OF SOUTH GULF BOULEVARD AT FREEPORT,
 AW0054'GO 6.1 MILES NORTH ALONG FARM ROAD 523.
 AW0054'
 AW0054'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 AW0054'PHARR 2 1956.  0.25 MILE SOUTHEAST OF A BRICK HOUSE, 0.15
 AW0054'MILE NORTHWEST OF A LARGE CULVERT, 79-1/2 FEET NORTHEAST
 AW0054'OF THE CENTER LINE OF THE ROAD, 78 FEET SOUTH-SOUTHEAST OF
 AW0054'A POWER POLE, 2.0 FEET SOUTHWEST OF A WITNESS POST, AND SET
 AW0054'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AW0054'
 AW0054'R.M. 1 IS A REFERENCE MARK DISK, STAMPED PHARR 2 NO 1 1956.
 AW0054'38.52 FEET SOUTH OF THE STATION, IN A CONCRETE POST PROJECTING
 AW0054'0.1 FOOT.
 AW0054'
 AW0054'R.M. 2 IS A C AND GS REFERENCE MARK DISK STAMPED, PHARR 2
 AW0054'NO 2 1956.  35.36 FEET WEST OF THE STATION, IN A CONCRETE POST
 AW0054'PROJECTING 0.1 FOOT.
 AW0054'
 AW0054'THE AZIMUTH MARK IS A C AND GS REFERENCE MARK DISK, STAMPED
 AW0054'PHARR NO 2 1956 RESET 1960.  0.2 MILES NORTHWEST OF THE
 AW0054'STATION, 84 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 AW0054'72 FEET EAST OF A POWER POLE, 28 FEET NORTHEAST OF T JUNCTION
 AW0054'FENCES, IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AW0054'
 AW0054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 AW0054'MILES NORTH OF FREEPORT
 AW0054
 AW0054                          STATION RECOVERY (1973)
 AW0054
 AW0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0054'6.1 MI N FROM FREEPORT.
 AW0054'6.1 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0054'BOULEVARD AT FREEPORT, 0.25 MILE SOUTHEAST OF A BRICK HOUSE, 0.15 MILE
 AW0054'NORTHWEST OF A LARGE CONCRETE BOX CULVERT, 79 1/2 FEET NORTHEAST OF
 AW0054'THE CENTER LINE OF THE ROAD, 38.52 FEET NORTH OF R.M. 1, 35.36 FEET
 AW0054'EAST OF R.M. 2, 78 FEET SOUTH-SOUTHEAST OF A POWER POLE, 20.0 FEET
 AW0054'NORTHEAST OF A FENCE, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1
 AW0054'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW0054'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW0054
 AW0054                          STATION RECOVERY (1974)
 AW0054
 AW0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EJK)
 AW0054'THE STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 AW0054'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1969 RECOVERY
 AW0054'NOTE.  TWO REFERENCE MARKS WERE ESTABLISHED FOR THE AZIMUTH
 AW0054'MARK.  THE AZIMUTH MARK WAS USED AS THE ANTENNA SITE FOR
 AW0054'GEOCEIVER STATION 51024.  SEE DESCRIPTION FOR PHARR NO 2 1956
 AW0054'RESET 1960.
 AW0054'
 AW0054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AW0054'NORTH OF FREEPORT
 AW0054
 AW0054                          STATION RECOVERY (1978)
 AW0054
 AW0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0054'RECOVERED IN GOOD CONDITION.
 AW0054
 AW0054                          STATION RECOVERY (2003)
 AW0054
 AW0054'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AW0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0052 ***********************************************************************
 AW0052  DESIGNATION -  PHARR 2 AZ MK RESET
 AW0052  PID         -  AW0052
 AW0052  STATE/COUNTY-  TX/BRAZORIA
 AW0052  USGS QUAD   -  OYSTER CREEK (1974)
 AW0052
 AW0052                         *CURRENT SURVEY CONTROL
 AW0052  ___________________________________________________________________
 AW0052* NAD 83(1993)-  29 02 31.64794(N)    095 20 09.54501(W)     ADJUSTED  
 AW0052* NAVD 88     -         2.17   (+/-2cm)       7.1    (feet)  VERTCON   
 AW0052  ___________________________________________________________________
 AW0052  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW0052  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW0052
 AW0052  HORZ ORDER  -  THIRD
 AW0052  VERT ORDER  -  THIRD (See Below)
 AW0052
 AW0052.The horizontal coordinates were established by classical geodetic methods
 AW0052.and adjusted by the National Geodetic Survey in February 1996..
 AW0052.No horizontal observational check was made to the station.
 AW0052
 AW0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0052.The vertical order pertains to the NGVD 29 superseded value.
 AW0052
 AW0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0052
 AW0052.The geoid height was determined by GEOID03.
 AW0052
 AW0052;                    North         East     Units Scale Factor Converg.
 AW0052;SPC TXSC     - 4,139,555.759   956,770.254   MT  0.99987621   +1 47 42.2
 AW0052;SPC TXSC     -13,581,192.52  3,139,003.74   sFT  0.99987621   +1 47 42.2
 AW0052;UTM  15      - 3,214,904.480   272,533.998   MT  1.00023853   -1 08 04.2
 AW0052
 AW0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0052!SPC TXSC     -   1.00000383  x   0.99987621  =   0.99988004
 AW0052!UTM  15      -   1.00000383  x   1.00023853  =   1.00024236
 AW0052
 AW0052|---------------------------------------------------------------------|
 AW0052| PID    Reference Object                     Distance      Geod. Az  |
 AW0052|                                                           dddmmss.s |
 AW0052| CV6654 PHARR 2 AZ MK RM 1                   28.514 METERS 09008     |
 AW0052| AW0054 PHARR 2                             354.745 METERS 15033     |
 AW0052| CV6655 PHARR 2 AZ MK RM 2                                 16143     |
 AW0052|---------------------------------------------------------------------|
 AW0052
 AW0052                          SUPERSEDED SURVEY CONTROL
 AW0052
 AW0052  NAD 83(1986)-  29 02 31.65723(N)    095 20 09.52414(W) AD(       ) 3
 AW0052  NAD 27      -  29 02 30.77631(N)    095 20 08.74844(W) AD(       ) 3
 AW0052  NGVD 29 (07/19/86)    2.18   (m)            7.2    (f) LEVELING    3  
 AW0052
 AW0052.Superseded values are not recommended for survey control.
 AW0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0052.See file dsdata.txt to determine how the superseded data were derived.
 AW0052
 AW0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7253414904(NAD 83)
 AW0052_MARKER: DR = REFERENCE MARK DISK
 AW0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0052_STAMPING: PHARR NO 2 1956 RESET 1960
 AW0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0052+STABILITY: SURFACE MOTION
 AW0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0052+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0052
 AW0052  HISTORY     - Date     Condition        Report By
 AW0052  HISTORY     - 1974     MONUMENTED       NGS
 AW0052  HISTORY     - 1960     GOOD
 AW0052  HISTORY     - 1973     GOOD             NGS
 AW0052  HISTORY     - 1974     GOOD             NGS
 AW0052  HISTORY     - 1978     GOOD             NGS
 AW0052  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0052  HISTORY     - 20040319 GOOD             USPSQD
 AW0052
 AW0052                          STATION DESCRIPTION
 AW0052
 AW0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (EJK)
 AW0052'THE STATION IS LOCATED IN A PASTURE ABOUT 7 MILES NORTHWEST OF
 AW0052'FREEPORT, 3 MILES NORTH OF CLUTE AND 0.1 MILE SOUTHEAST OF A LARGE
 AW0052'BRICK HOUSE.  THE STATION WAS USED AS THE ANTENNA SITE FOR
 AW0052'GEOCEIVER STATION 51024.
 AW0052'
 AW0052'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 288 WITH FARM
 AW0052'ROAD 523 IN FREEPORT, GO EASTERLY ON FARM ROAD 523FOR 1.05 MILES
 AW0052'TO JUNCTION WITH VELASCO BLVD..  TURN LEFT, NORTH, ON FARM ROAD
 AW0052'523, GO 0.65 MILE TO JUNCTION WITH FARM ROAD 1495.  TURN LEFT, ON
 AW0052'FARM ROAD 523 FOR 1.15 MILES TO JUNCTION WITH STATE HIGHWAY 332.
 AW0052'CONTINUE NORTH ON FARM ROAD 523 FOR 435 MILES TO STATION
 AW0052'ON RIGHT.
 AW0052'
 AW0052'THE STATION IS A STANDARD REFERENCE MARK DISK, STAMPED PHARR NO 2
 AW0052'1956 RESET 1960, SET IN A 10-INCH ROUND CONCRETE POST WHICH PROJECTS
 AW0052'4 INCHES ABOVE GROUND.  IT IS 83.5 FEET NORTHEAST OF CENTER LINE
 AW0052'OF HIGHWAY, 72.5 FEET SOUTHEAST OF A POWER LINE POLE, 40.7 FEET
 AW0052'NORTH OF A TELEPHONE CABLE MARKER, AND 1.4 FEET SOUTH OF A METAL
 AW0052'WITNESS POST.
 AW0052'
 AW0052'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED RM 1
 AW0052'PHARR 2 AZ 1974, SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW0052'PROJECTS ONE INCH ABOVE GROUND.  IT IS 76.31 FEET EAST OF THE
 AW0052'AZIMUTH MARK ALONG A CORRAL FENCE.
 AW0052'
 AW0052'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED RM 2
 AW0052'PHARR 2 AZ 1974, SET IN A 12-INCH SQUARE CONCRETE MONUMENT, WHICH
 AW0052'PROJECTS ONE INCH ABOVE THE GROUND.  IT IS 93.55 FEET SOUTH OF THE
 AW0052'AZIMUTH MARK ALONG A RIGHT-OF-WAY FENCE.
 AW0052
 AW0052                          STATION RECOVERY (1960)
 AW0052
 AW0052'RECOVERED 1960
 AW0052'RECOVERED IN GOOD CONDITION.
 AW0052
 AW0052                          STATION RECOVERY (1973)
 AW0052
 AW0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0052'6.3 MI N FROM FREEPORT.
 AW0052'6.3 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0052'BOULEVARD AT FREEPORT, 0.05 MILE SOUTHEAST OF THE JUNCTION OF A
 AW0052'DRIVEWAY NORTHEAST TO A BRICK HOUSE, 1 1/4 POLES SOUTHEAST OF A POWER
 AW0052'POLE BEARING A TRANSFORMER, 84 FEET NORTHEAST OF THE CENTER LINE OF
 AW0052'THE ROAD, 0.2 MILE NORTHWEST OF THE STATION, 28 FEET NORTHEAST OF THE
 AW0052'T JUNCTION OF FENCES, 24 FEET NORTH-NORTHEAST OF THE NORTHWEST END OF
 AW0052'A GATE, 72 FEET EAST OF A POWER POLE, 24.0 FEET NORTHEAST OF A FENCE,
 AW0052'0.8 FOOT SOUTHEAST OF A FENCE, 1.8 FEET SOUTHWEST OF A WITNESS POST,
 AW0052'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AW0052'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW0052
 AW0052                          STATION RECOVERY (1974)
 AW0052
 AW0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW0052'RECOVERED IN GOOD CONDITION.
 AW0052
 AW0052                          STATION RECOVERY (1978)
 AW0052
 AW0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0052'RECOVERED IN GOOD CONDITION.
 AW0052
 AW0052                          STATION RECOVERY (2003)
 AW0052
 AW0052'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AW0052'MARK NOT FOUND.
 AW0052
 AW0052                          STATION RECOVERY (2004)
 AW0052
 AW0052'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0055 ***********************************************************************
 AW0055  DESIGNATION -  PHARR 2 RM 1
 AW0055  PID         -  AW0055
 AW0055  STATE/COUNTY-  TX/BRAZORIA
 AW0055  USGS QUAD   -  OYSTER CREEK (1974)
 AW0055
 AW0055                         *CURRENT SURVEY CONTROL
 AW0055  ___________________________________________________________________
 AW0055* NAD 83(1986)-  29 02 21.     (N)    095 20 03.     (W)     SCALED    
 AW0055* NAVD 88     -         1.56   (+/-2cm)       5.1    (feet)  VERTCON   
 AW0055  ___________________________________________________________________
 AW0055  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW0055
 AW0055  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0055
 AW0055.The horizontal coordinates were scaled from a topographic map and have
 AW0055.an estimated accuracy of +/- 6 seconds.
 AW0055
 AW0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0055.The vertical order pertains to the NGVD 29 superseded value.
 AW0055
 AW0055.The geoid height was determined by GEOID03.
 AW0055
 AW0055;                    North         East    Units  Estimated Accuracy
 AW0055;SPC TXSC     - 4,139,230.      956,960.      MT  (+/- 180 meters Scaled)
 AW0055
 AW0055                          SUPERSEDED SURVEY CONTROL
 AW0055
 AW0055  NGVD 29 (??/??/92)    1.573  (m)            5.16   (f) ADJ UNCH    1 1
 AW0055
 AW0055.Superseded values are not recommended for survey control.
 AW0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0055.See file dsdata.txt to determine how the superseded data were derived.
 AW0055
 AW0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN727145(NAD 83)
 AW0055_MARKER: DR = REFERENCE MARK DISK
 AW0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0055_STAMPING: PHARR 2 NO 1 1956
 AW0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0055+STABILITY: SURFACE MOTION
 AW0055
 AW0055  HISTORY     - Date     Condition        Report By
 AW0055  HISTORY     - 1956     MONUMENTED       CGS
 AW0055  HISTORY     - 1973     GOOD             NGS
 AW0055  HISTORY     - 1978     GOOD             NGS
 AW0055  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0055
 AW0055                          STATION DESCRIPTION
 AW0055
 AW0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0055'6.1 MI N FROM FREEPORT.
 AW0055'6.1 MILES NORTH ALONG FRAM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0055'BOULEVARD AT FREEPORT, 0.25 MILE SOUTHEAST OF A BRICK HOUSE, 38.52
 AW0055'FEET SOUTH OF THE STATION, 65.49 FEET SOUTHEAST OF R. M. 2, 63 FEET
 AW0055'NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.8 FEET NORTHEAST OF A
 AW0055'FENCE, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 AW0055'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW0055
 AW0055                          STATION RECOVERY (1978)
 AW0055
 AW0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0055'RECOVERED IN GOOD CONDITION.
 AW0055
 AW0055                          STATION RECOVERY (2003)
 AW0055
 AW0055'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AW0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0053 ***********************************************************************
 AW0053  DESIGNATION -  PHARR 2 RM 2
 AW0053  PID         -  AW0053
 AW0053  STATE/COUNTY-  TX/BRAZORIA
 AW0053  USGS QUAD   -  OYSTER CREEK (1974)
 AW0053
 AW0053                         *CURRENT SURVEY CONTROL
 AW0053  ___________________________________________________________________
 AW0053* NAD 83(1986)-  29 02 21.     (N)    095 20 03.     (W)     SCALED    
 AW0053* NAVD 88     -         1.55   (+/-2cm)       5.1    (feet)  VERTCON   
 AW0053  ___________________________________________________________________
 AW0053  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW0053
 AW0053  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0053
 AW0053.The horizontal coordinates were scaled from a topographic map and have
 AW0053.an estimated accuracy of +/- 6 seconds.
 AW0053
 AW0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0053.The vertical order pertains to the NGVD 29 superseded value.
 AW0053
 AW0053.The geoid height was determined by GEOID03.
 AW0053
 AW0053;                    North         East    Units  Estimated Accuracy
 AW0053;SPC TXSC     - 4,139,230.      956,960.      MT  (+/- 180 meters Scaled)
 AW0053
 AW0053                          SUPERSEDED SURVEY CONTROL
 AW0053
 AW0053  NGVD 29 (??/??/92)    1.567  (m)            5.14   (f) ADJ UNCH    1 1
 AW0053
 AW0053.Superseded values are not recommended for survey control.
 AW0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0053.See file dsdata.txt to determine how the superseded data were derived.
 AW0053
 AW0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN727145(NAD 83)
 AW0053_MARKER: DR = REFERENCE MARK DISK
 AW0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0053_STAMPING: PHARR 2 NO 2 1956
 AW0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0053+STABILITY: SURFACE MOTION
 AW0053
 AW0053  HISTORY     - Date     Condition        Report By
 AW0053  HISTORY     - 1956     MONUMENTED       CGS
 AW0053  HISTORY     - 1973     GOOD             NGS
 AW0053  HISTORY     - 1978     GOOD             NGS
 AW0053  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0053
 AW0053                          STATION DESCRIPTION
 AW0053
 AW0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0053'6.1 MI N FROM FREEPORT.
 AW0053'6.1 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0053'BOULEVARD AT FREEPORT, 0.25 MILE SOUTHEAST OF A BRICK HOUSE, 35.36
 AW0053'FEET WEST OF THE STATION, 65.49 FEET NORTHWEST OF R.M. 2, 61 1/2 FEET
 AW0053'NORTHEAST OF THE CENTER LINE OF THE ROAD, 44 1/2 FEET SOUTHEAST OF A
 AW0053'POWER POLE, 2.4 FEET NORTHEAST OF A FENCE, ABOUT 1/2 FOOT LOWER THEN
 AW0053'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 AW0053'ABOVE THE GROUND.
 AW0053
 AW0053                          STATION RECOVERY (1978)
 AW0053
 AW0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0053'RECOVERED IN GOOD CONDITION.
 AW0053
 AW0053                          STATION RECOVERY (2003)
 AW0053
 AW0053'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AW0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1490 ***********************************************************************
 AE1490  DESIGNATION -  PHARR ELEV FLAG E OF RR STA
 AE1490  PID         -  AE1490
 AE1490  STATE/COUNTY-  TX/HIDALGO
 AE1490  USGS QUAD   -  PHARR (1983)
 AE1490
 AE1490                         *CURRENT SURVEY CONTROL
 AE1490  ___________________________________________________________________
 AE1490* NAD 83(1993)-  26 11 42.84781(N)    098 10 52.93041(W)     ADJUSTED  
 AE1490* NAVD 88     -                                                        
 AE1490  ___________________________________________________________________
 AE1490  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AE1490  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE1490
 AE1490  HORZ ORDER  -  THIRD
 AE1490
 AE1490.The horizontal coordinates were established by classical geodetic methods
 AE1490.and adjusted by the National Geodetic Survey in February 1996..
 AE1490
 AE1490
 AE1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1490
 AE1490.The geoid height was determined by GEOID03.
 AE1490
 AE1490;                    North         East     Units Scale Factor Converg.
 AE1490;SPC TX S     - 5,058,602.899   331,847.378   MT  0.99999293   +0 08 40.8
 AE1490;SPC TX S     -16,596,433.01  1,088,735.94   sFT  0.99999293   +0 08 40.8
 AE1490;UTM  14      - 2,897,563.176   581,792.440   MT  0.99968260   +0 21 41.0
 AE1490
 AE1490                          SUPERSEDED SURVEY CONTROL
 AE1490
 AE1490  NAD 83(1986)-  26 11 42.85362(N)    098 10 52.89454(W) AD(       ) 4
 AE1490  NAD 27      -  26 11 41.58739(N)    098 10 51.85491(W) AD(       ) 3
 AE1490
 AE1490.Superseded values are not recommended for survey control.
 AE1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1490.See file dsdata.txt to determine how the superseded data were derived.
 AE1490
 AE1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8179297563(NAD 83)
 AE1490_MARKER: 62 = FLAGPOLE
 AE1490
 AE1490  HISTORY     - Date     Condition        Report By
 AE1490  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1490
 AE1490                          STATION DESCRIPTION
 AE1490
 AE1490'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1491 ***********************************************************************
 AE1491  DESIGNATION -  PHARR MUNICIPAL TANK
 AE1491  PID         -  AE1491
 AE1491  STATE/COUNTY-  TX/HIDALGO
 AE1491  USGS QUAD   -  PHARR (1983)
 AE1491
 AE1491                         *CURRENT SURVEY CONTROL
 AE1491  ___________________________________________________________________
 AE1491* NAD 83(1993)-  26 11 10.03881(N)    098 11 17.93868(W)     ADJUSTED  
 AE1491* NAVD 88     -                                                        
 AE1491  ___________________________________________________________________
 AE1491  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AE1491  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE1491
 AE1491  HORZ ORDER  -  THIRD
 AE1491
 AE1491.The horizontal coordinates were established by classical geodetic methods
 AE1491.and adjusted by the National Geodetic Survey in February 1996..
 AE1491
 AE1491
 AE1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1491
 AE1491.The geoid height was determined by GEOID03.
 AE1491
 AE1491;                    North         East     Units Scale Factor Converg.
 AE1491;SPC TX S     - 5,057,591.469   331,155.540   MT  0.99999516   +0 08 29.4
 AE1491;SPC TX S     -16,593,114.68  1,086,466.13   sFT  0.99999516   +0 08 29.4
 AE1491;UTM  14      - 2,896,549.453   581,104.648   MT  0.99968122   +0 21 29.5
 AE1491
 AE1491                          SUPERSEDED SURVEY CONTROL
 AE1491
 AE1491  NAD 83(1986)-  26 11 10.04454(N)    098 11 17.90296(W) AD(       ) 4
 AE1491  NAD 27      -  26 11 08.78922(N)    098 11 16.87477(W) AD(       ) 3
 AE1491
 AE1491.Superseded values are not recommended for survey control.
 AE1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1491.See file dsdata.txt to determine how the superseded data were derived.
 AE1491
 AE1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8110596549(NAD 83)
 AE1491_MARKER: 53 = ELEVATED TANK
 AE1491
 AE1491  HISTORY     - Date     Condition        Report By
 AE1491  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1491  HISTORY     - 1964     GOOD             CGS
 AE1491  HISTORY     - 1974     GOOD             NGS
 AE1491  HISTORY     - 20040310 MARK NOT FOUND   GEOCAC
 AE1491
 AE1491                          STATION DESCRIPTION
 AE1491
 AE1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1491'POINT OBSERVED UPON IS THE FINIAL OF THE MUNICIPAL WATER
 AE1491'TANK LOCATED IN THE S PART OF TOWN.  TANK WAS ERECTED IN 1926
 AE1491'AND IS 130 FEET HIGH.
 AE1491'
 AE1491'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS CANAL,
 AE1491'MC ALLEN ECC., EDIN, PALM, ORANGE, SIGLER, HICKLEY AND MISSION.
 AE1491
 AE1491                          STATION RECOVERY (1964)
 AE1491
 AE1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AE1491'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AE1491
 AE1491                          STATION RECOVERY (1974)
 AE1491
 AE1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 AE1491'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 AE1491'
 AE1491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH SIDE
 AE1491'OF PHARR
 AE1491
 AE1491                          STATION RECOVERY (2004)
 AE1491
 AE1491'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AE1491'WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1495 ***********************************************************************
 AE1495  DESIGNATION -  PHARR NEW MUNICIPAL TANK
 AE1495  PID         -  AE1495
 AE1495  STATE/COUNTY-  TX/HIDALGO
 AE1495  USGS QUAD   -  PHARR (1983)
 AE1495
 AE1495                         *CURRENT SURVEY CONTROL
 AE1495  ___________________________________________________________________
 AE1495* NAD 83(1993)-  26 11 46.14148(N)    098 10 58.29060(W)     ADJUSTED  
 AE1495* NAVD 88     -                                                        
 AE1495  ___________________________________________________________________
 AE1495  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AE1495  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE1495
 AE1495  HORZ ORDER  -  THIRD
 AE1495
 AE1495.The horizontal coordinates were established by classical geodetic methods
 AE1495.and adjusted by the National Geodetic Survey in February 1996..
 AE1495
 AE1495
 AE1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1495
 AE1495.The geoid height was determined by GEOID03.
 AE1495
 AE1495;                    North         East     Units Scale Factor Converg.
 AE1495;SPC TX S     - 5,058,703.887   331,698.302   MT  0.99999270   +0 08 38.3
 AE1495;SPC TX S     -16,596,764.34  1,088,246.85   sFT  0.99999270   +0 08 38.3
 AE1495;UTM  14      - 2,897,663.568   581,643.030   MT  0.99968230   +0 21 38.7
 AE1495
 AE1495                          SUPERSEDED SURVEY CONTROL
 AE1495
 AE1495  NAD 83(1986)-  26 11 46.14728(N)    098 10 58.25490(W) AD(       ) 4
 AE1495  NAD 27      -  26 11 44.87945(N)    098 10 57.21546(W) AD(       ) 3
 AE1495
 AE1495.Superseded values are not recommended for survey control.
 AE1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1495.See file dsdata.txt to determine how the superseded data were derived.
 AE1495
 AE1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8164397664(NAD 83)
 AE1495_MARKER: 53 = ELEVATED TANK
 AE1495
 AE1495  HISTORY     - Date     Condition        Report By
 AE1495  HISTORY     - 1946     FIRST OBSERVED   CGS
 AE1495  HISTORY     - 1974     GOOD             NGS
 AE1495
 AE1495                          STATION DESCRIPTION
 AE1495
 AE1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1495'STATION IS LOCATED 2 BLOCKS EAST OF THE MISSOURI PAFFIC
 AE1495'RAILROAD STATION IN PHARR.  IT IS A ROUND SHAPED STEEL WATER
 AE1495'TANK ATOP A FOUR-LEGGED STEEL STRUCTURE PAINTED SILVER WITH
 AE1495'THE LEGEND PHARR IN LARGE BLACK LETTERS ON THE NORTH-SOUTH-EAST
 AE1495'AND WEST SIDE OF TANK AND IS ABOUT 90 FEET HIGH CONSTRUCTED
 AE1495'IN 1946.  THE POINT OBSERVED ON WAS THE BALL AT THE APEX
 AE1495'OF THE ROOF OF THE TANK
 AE1495
 AE1495                          STATION RECOVERY (1974)
 AE1495
 AE1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 AE1495'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 AE1495'
 AE1495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PHARR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1500 ***********************************************************************
 AE1500  DESIGNATION -  PHARR POST OFFICE PAGODA CUP
 AE1500  PID         -  AE1500
 AE1500  STATE/COUNTY-  TX/HIDALGO
 AE1500  USGS QUAD   -  PHARR (1983)
 AE1500
 AE1500                         *CURRENT SURVEY CONTROL
 AE1500  ___________________________________________________________________
 AE1500* NAD 83(1993)-  26 11 38.59794(N)    098 11 02.01127(W)     ADJUSTED  
 AE1500* NAVD 88     -                                                        
 AE1500  ___________________________________________________________________
 AE1500  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AE1500  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE1500
 AE1500  HORZ ORDER  -  THIRD
 AE1500
 AE1500.The horizontal coordinates were established by classical geodetic methods
 AE1500.and adjusted by the National Geodetic Survey in February 1996..
 AE1500
 AE1500
 AE1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1500
 AE1500.The geoid height was determined by GEOID03.
 AE1500
 AE1500;                    North         East     Units Scale Factor Converg.
 AE1500;SPC TX S     - 5,058,471.475   331,595.584   MT  0.99999321   +0 08 36.7
 AE1500;SPC TX S     -16,596,001.83  1,087,909.85   sFT  0.99999321   +0 08 36.7
 AE1500;UTM  14      - 2,897,430.842   581,541.223   MT  0.99968209   +0 21 36.9
 AE1500
 AE1500                          SUPERSEDED SURVEY CONTROL
 AE1500
 AE1500  NAD 83(1986)-  26 11 38.60378(N)    098 11 01.97554(W) AD(       ) 4
 AE1500  NAD 27      -  26 11 37.33654(N)    098 11 00.93384(W) AD(       ) 3
 AE1500
 AE1500.Superseded values are not recommended for survey control.
 AE1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1500.See file dsdata.txt to determine how the superseded data were derived.
 AE1500
 AE1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8154197431(NAD 83)
 AE1500_MARKER: 86 = CUPOLA
 AE1500
 AE1500  HISTORY     - Date     Condition        Report By
 AE1500  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1500
 AE1500                          STATION DESCRIPTION
 AE1500
 AE1500'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4383 ***********************************************************************
 DF4383  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4383  DESIGNATION -  PHARR RRP2 CORS ARP
 DF4383  CORS_ID     -  TXPR
 DF4383  PID         -  DF4383
 DF4383  STATE/COUNTY-  TX/HIDALGO
 DF4383  USGS QUAD   -  PHARR (1983)
 DF4383
 DF4383                         *CURRENT SURVEY CONTROL
 DF4383  ___________________________________________________________________
 DF4383* NAD 83(CORS)-  26 12 30.52901(N)    098 11 21.29396(W)     ADJUSTED  
 DF4383* NAVD 88     -        40.3    (meters)     132.     (feet)  GPS OBS   
 DF4383  ___________________________________________________________________
 DF4383  EPOCH DATE  -        2002.00
 DF4383  X           -    -815,654.589 (meters)                     COMP
 DF4383  Y           -  -5,667,784.457 (meters)                     COMP
 DF4383  Z           -   2,799,810.648 (meters)                     COMP
 DF4383  ELLIP HEIGHT-          16.58  (meters)          (03/??/03) GPS OBS
 DF4383  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 DF4383
 DF4383  HORZ ORDER  -  SPECIAL (CORS)
 DF4383  ELLP ORDER  -  SPECIAL (CORS)
 DF4383
 DF4383.ITRF positions are available for this station.
 DF4383.The coordinates were established by GPS observations
 DF4383.and adjusted by the National Geodetic Survey in March 2003..
 DF4383.The coordinates are valid at the epoch date displayed above.
 DF4383.The epoch date for horizontal control is a decimal equivalence
 DF4383.of Year/Month/Day.
 DF4383
 DF4383.The orthometric height was determined by GPS observations and a
 DF4383.high-resolution geoid model.
 DF4383
 DF4383.The PID for the CORS L1 Phase Center is DF4384.
 DF4383
 DF4383.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4383
 DF4383.The ellipsoidal height was determined by GPS observations
 DF4383.and is referenced to NAD 83.
 DF4383
 DF4383.The geoid height was determined by GEOID03.
 DF4383
 DF4383;                    North         East     Units Scale Factor Converg.
 DF4383;SPC TX S     - 5,060,068.322   331,056.277   MT  0.99998973   +0 08 27.9
 DF4383;SPC TX S     -16,601,240.82  1,086,140.47   sFT  0.99998973   +0 08 27.9
 DF4383
 DF4383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4383!SPC TX S     -   0.99999740  x   0.99998973  =   0.99998713
 DF4383
 DF4383                          SUPERSEDED SURVEY CONTROL
 DF4383
 DF4383.No superseded survey control is available for this station.
 DF4383
 DF4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8099699025(NAD 83)
 DF4383_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4383
 DF4383                          STATION DESCRIPTION
 DF4383
 DF4383'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4383'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4383'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4383'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4383'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4383'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4384 ***********************************************************************
 DF4384  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4384  DESIGNATION -  PHARR RRP2 CORS L1 PHASE CENTER
 DF4384  CORS_ID     -  TXPR
 DF4384  PID         -  DF4384
 DF4384  STATE/COUNTY-  TX/HIDALGO
 DF4384  USGS QUAD   -  PHARR (1983)
 DF4384
 DF4384                         *CURRENT SURVEY CONTROL
 DF4384  ___________________________________________________________________
 DF4384* NAD 83(CORS)-  26 12 30.52902(N)    098 11 21.29394(W)     ADJUSTED  
 DF4384* NAVD 88     -                                                        
 DF4384  ___________________________________________________________________
 DF4384  EPOCH DATE  -        2002.00
 DF4384  X           -    -815,654.597 (meters)                     COMP
 DF4384  Y           -  -5,667,784.519 (meters)                     COMP
 DF4384  Z           -   2,799,810.679 (meters)                     COMP
 DF4384  ELLIP HEIGHT-          16.65  (meters)          (03/??/03) GPS OBS
 DF4384  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 DF4384
 DF4384  HORZ ORDER  -  SPECIAL (CORS)
 DF4384  ELLP ORDER  -  SPECIAL (CORS)
 DF4384
 DF4384.ITRF positions are available for this station.
 DF4384.The coordinates were established by GPS observations
 DF4384.and adjusted by the National Geodetic Survey in March 2003..
 DF4384.The coordinates are valid at the epoch date displayed above.
 DF4384.The epoch date for horizontal control is a decimal equivalence
 DF4384.of Year/Month/Day.
 DF4384
 DF4384
 DF4384.The PID for the CORS ARP is DF4383.
 DF4384
 DF4384.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4384
 DF4384.The ellipsoidal height was determined by GPS observations
 DF4384.and is referenced to NAD 83.
 DF4384
 DF4384.The geoid height was determined by GEOID03.
 DF4384
 DF4384;                    North         East     Units Scale Factor Converg.
 DF4384;SPC TX S     - 5,060,068.322   331,056.278   MT  0.99998973   +0 08 27.9
 DF4384;SPC TX S     -16,601,240.82  1,086,140.47   sFT  0.99998973   +0 08 27.9
 DF4384
 DF4384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4384!SPC TX S     -   0.99999738  x   0.99998973  =   0.99998711
 DF4384
 DF4384                          SUPERSEDED SURVEY CONTROL
 DF4384
 DF4384.No superseded survey control is available for this station.
 DF4384
 DF4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8099699025(NAD 83)
 DF4384_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF4384
 DF4384                          STATION DESCRIPTION
 DF4384
 DF4384'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF4384'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4384'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4384'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4384'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4384'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1492 ***********************************************************************
 AE1492  DESIGNATION -  PHARR STANDPIPE
 AE1492  PID         -  AE1492
 AE1492  STATE/COUNTY-  TX/HIDALGO
 AE1492  USGS QUAD   -  PHARR (1983)
 AE1492
 AE1492                         *CURRENT SURVEY CONTROL
 AE1492  ___________________________________________________________________
 AE1492* NAD 83(1993)-  26 11 34.66758(N)    098 11 06.15377(W)     ADJUSTED  
 AE1492* NAVD 88     -                                                        
 AE1492  ___________________________________________________________________
 AE1492  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AE1492  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE1492
 AE1492  HORZ ORDER  -  THIRD
 AE1492
 AE1492.The horizontal coordinates were established by classical geodetic methods
 AE1492.and adjusted by the National Geodetic Survey in February 1996..
 AE1492
 AE1492
 AE1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1492
 AE1492.The geoid height was determined by GEOID03.
 AE1492
 AE1492;                    North         East     Units Scale Factor Converg.
 AE1492;SPC TX S     - 5,058,350.231   331,480.872   MT  0.99999348   +0 08 34.8
 AE1492;SPC TX S     -16,595,604.05  1,087,533.49   sFT  0.99999348   +0 08 34.8
 AE1492;UTM  14      - 2,897,309.202   581,427.007   MT  0.99968186   +0 21 35.1
 AE1492
 AE1492                          SUPERSEDED SURVEY CONTROL
 AE1492
 AE1492  NAD 83(1986)-  26 11 34.67340(N)    098 11 06.11794(W) AD(       ) 4
 AE1492  NAD 27      -  26 11 33.40684(N)    098 11 05.07797(W) AD(       ) 3
 AE1492
 AE1492.Superseded values are not recommended for survey control.
 AE1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1492.See file dsdata.txt to determine how the superseded data were derived.
 AE1492
 AE1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8142797309(NAD 83)
 AE1492_MARKER: 52 = STANDPIPE TANK
 AE1492
 AE1492  HISTORY     - Date     Condition        Report By
 AE1492  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1492
 AE1492                          STATION DESCRIPTION
 AE1492
 AE1492'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1010 ***********************************************************************
 BL1010  DESIGNATION -  PHELPS
 BL1010  PID         -  BL1010
 BL1010  STATE/COUNTY-  TX/WALKER
 BL1010  USGS QUAD   -  PHELPS (1976)
 BL1010
 BL1010                         *CURRENT SURVEY CONTROL
 BL1010  ___________________________________________________________________
 BL1010* NAD 83(1993)-  30 40 47.82381(N)    095 22 59.47039(W)     ADJUSTED  
 BL1010* NAVD 88     -       131.53   (+/-2cm)     431.5    (feet)  VERTCON   
 BL1010  ___________________________________________________________________
 BL1010  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BL1010  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL1010
 BL1010  HORZ ORDER  -  FIRST
 BL1010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1010
 BL1010.The horizontal coordinates were established by classical geodetic methods
 BL1010.and adjusted by the National Geodetic Survey in February 1996..
 BL1010
 BL1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1010.The vertical order pertains to the NGVD 29 superseded value.
 BL1010
 BL1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1010
 BL1010.The geoid height was determined by GEOID03.
 BL1010
 BL1010;                    North         East     Units Scale Factor Converg.
 BL1010;SPC TX C     - 3,122,878.699 1,174,126.507   MT  0.99989738   +2 32 58.6
 BL1010;SPC TX C     -10,245,644.53  3,852,113.38   sFT  0.99989738   +2 32 58.6
 BL1010;UTM  15      - 3,396,556.874   271,698.515   MT  1.00024301   -1 12 59.5
 BL1010
 BL1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1010!SPC TX C     -   0.99998361  x   0.99989738  =   0.99988099
 BL1010!UTM  15      -   0.99998361  x   1.00024301  =   1.00022662
 BL1010
 BL1010|---------------------------------------------------------------------|
 BL1010| PID    Reference Object                     Distance      Geod. Az  |
 BL1010|                                                           dddmmss.s |
 BL1010| BL1012 PHELPS RM 2                          29.815 METERS 01133     |
 BL1010| BL1126 WILLOW SPRINGS LOOKOUT              APPROX.15.8 KM 0972351.0 |
 BL1010| BL2174 NEW WAVERLY ST JOSEPHS CATH CH      APPROX.18.5 KM 2103123.9 |
 BL1010| BL2175 ELMINA WALKER CO LUMBER CO TK       APPROX.15.8 KM 2131454.6 |
 BL1010| BL1011 PHELPS RM 1                          38.075 METERS 28011     |
 BL1010| BL2178 DODGE LOOKOUT                       APPROX. 7.3 KM 3543408.3 |
 BL1010| BL0804 DODGE                               APPROX. 9.9 KM 3583319.2 |
 BL1010|---------------------------------------------------------------------|
 BL1010
 BL1010                          SUPERSEDED SURVEY CONTROL
 BL1010
 BL1010  NAD 83(1986)-  30 40 47.83515(N)    095 22 59.45511(W) AD(       ) 1
 BL1010  NAD 27      -  30 40 47.13600(N)    095 22 58.66500(W) AD(       ) 1
 BL1010  NGVD 29 (??/??/92)  131.535  (m)          431.54   (f) ADJ UNCH    2 0
 BL1010
 BL1010.Superseded values are not recommended for survey control.
 BL1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1010.See file dsdata.txt to determine how the superseded data were derived.
 BL1010
 BL1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7169996557(NAD 83)
 BL1010_MARKER: DS = TRIANGULATION STATION DISK
 BL1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1010_STAMPING: PHELPS 1935
 BL1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1010+STABILITY: SURFACE MOTION
 BL1010
 BL1010  HISTORY     - Date     Condition        Report By
 BL1010  HISTORY     - 1935     MONUMENTED       CGS
 BL1010  HISTORY     - 1937     GOOD             TXHD
 BL1010  HISTORY     - 1942     GOOD             CGS
 BL1010  HISTORY     - 1947     GOOD             NGS
 BL1010
 BL1010                          STATION DESCRIPTION
 BL1010
 BL1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1010'STATION IS ABOUT 4 MILES SE OF PHELPS, AND ABOUT 6 MILES
 BL1010'SW OF OAKHURST, ON WOODLAND BELIEVED OWNED BY THE GOVERNMENT.
 BL1010'STATION MARK IS 80 FEET SE OF TRAIL AND 10-INCH BLAZED PINE
 BL1010'TREE, 15 FEET SE OF 12-INCH BLAZED PINE TREE, 21 FEET SW OF
 BL1010'16-INCH FORKED PINE TREE.  MARK PROJECTS 2 INCHES.
 BL1010'
 BL1010'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BL1010'DISKS SET IN CONCRETE.
 BL1010'
 BL1010'REFERENCE MARK NO. 1 IS 68 FEET E OF TRAIL IN HEAVY BRUSH,
 BL1010'AND PROJECTS 6 INCHES.
 BL1010'
 BL1010'REFERENCE MARK NO. 2 IS 4 FEET E OF TRAIL, 17 FEET W OF 12-INCH
 BL1010'POPLAR, AND PROJECTS 4 INCHES.  DISTANCE BETWEEN THE MARKS
 BL1010'IS 159.22 FEET.
 BL1010'
 BL1010'NO AZIMUTH MARK WAS SET AT THIS STATION.
 BL1010'
 BL1010'LIGHTS 87 FEET ABOVE HAWTHORNE AND 100 FEET ABOVE WILLOW AND
 BL1010'EVERGREEN COME INTO VIEW 77 FEET ABOVE THIS STATION.
 BL1010'
 BL1010'LIGHTS 100 FEET ABOVE HUNTS AND WAVE COME INTO VIEW 64 FEET
 BL1010'ABOVE THIS STATION.
 BL1010
 BL1010                          STATION RECOVERY (1937)
 BL1010
 BL1010'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL1010'DESCRIPTION AS GIVEN BY C.A.S. 1935 SATISFACTORY.  STATION
 BL1010'MARK AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED AND IN GOOD
 BL1010'CONDITION.
 BL1010
 BL1010                          STATION RECOVERY (1942)
 BL1010
 BL1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL1010'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 BL1010'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 BL1010'
 BL1010'STATION IS LOCATED ABOUT 4 MILES SE OF PHELPS, ON PINE TIMBERED
 BL1010'LAND OWNED BY THE GOVERNMENT.  STATION MARK IS 80 FEET SE OF A
 BL1010'WOODS ROAD, 15 FEET SE OF A 10-INCH BLAZED PINE TREE, 17 FEET
 BL1010'N OF A 16-INCH PINE TREE, 21 FEET SW OF A 16-INCH FORKED PINE
 BL1010'TREE AND 13 FEET S OF A 6-INCH PINE TREE.  MARK IS STAMPED
 BL1010'PHELPS 1935, AND PROJECTS ABOUT 2 INCHES.
 BL1010'
 BL1010'REFERENCE MARK NO. 1 IS NNW OF THE STATION, 68 FEET E OF THE
 BL1010'WOODS ROAD.  MARK IS STAMPED PHELPS NO. 1 1935, AND PROJECTS
 BL1010'ABOUT 4 INCHES.
 BL1010'
 BL1010'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 4 FEET E OF THE
 BL1010'WOODS ROAD AND 17 FEET W OF A 12-INCH POPLAR TREE.  MARK IS
 BL1010'STAMPED PHELPS NO. 2 1935, AND PROJECTS ABOUT 4 INCHES.
 BL1010'
 BL1010'DUE TO DENSE PINE TIMBER, THERE WAS NOT A SUITABLE PLACE FOR
 BL1010'AN AZIMUTH MARK.
 BL1010'
 BL1010'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PHELPS, GO
 BL1010'E ON A DIRT ROAD FOR 1.5 MILES TO A FORK, TAKE RIGHT FORK AND
 BL1010'GO 1.9 MILES TO A DIM WOODS ROAD LEADING OFF TO THE RIGHT,
 BL1010'BEAR RIGHT AND FOLLOW WOODS ROAD FOR 0.75 MILE TO A DIM FORK
 BL1010'AT A TRIANGULAR BLAZED PINE TREE, BEAR RIGHT AND FOLLOW DIM
 BL1010'TRAIL 0.1 MILE TO A 10-INCH BLAZED PINE TREE ON THE LEFT AND
 BL1010'STATION.
 BL1010'
 BL1010'*A 90-FOOT SIGNAL AT HAWTHORNE IS VISIBLE AT 64 FEET.
 BL1010'
 BL1010'A 100-FOOT SIGNAL AT WILLOW IS VISIBLE AT 77 FEET.
 BL1010'
 BL1010'A 100-FOOT SIGNAL AT EVERGREEN IS VISIBLE AT 77 FEET.
 BL1010'
 BL1010'*A 100-FOOT SIGNAL AT HUNTS IS VISIBLE AT 64 FEET.
 BL1010'
 BL1010'*A 100-FOOT SIGNAL AT WAVE IS VISIBLE AT 64 FEET.
 BL1010'
 BL1010'A 90-FOOT SIGNAL AT DODGE IS VISIBLE AT 77 FEET.
 BL1010'
 BL1010'A 103-FOOT SIGNAL AT OAK IS VISIBLE AT 77 FEET.
 BL1010'
 BL1010'A 90-FOOT SIGNAL AT MC DUFFIE IS VISIBLE AT 77 FEET.
 BL1010'
 BL1010'*HEIGHTS OF SIGNALS TAKEN FROM THE 1935 DESCRIPTION.
 BL1010
 BL1010                          STATION RECOVERY (1947)
 BL1010
 BL1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1010'4.3 MI SE FROM PHELPS.
 BL1010'1.6 MILES EAST ALONG A GRADED DIRT ROAD FROM THE INTERNATIONAL AND
 BL1010'GREAT NORTHERN RAILROAD STATION AT PHELPS TO A ROAD FORKS, THENCE 1.9
 BL1010'MILES EAST ALONG THE RIGHT FORK OF THE DIRT ROAD TO A TRAIL LEADING
 BL1010'SOUTHEAST, THENCE 0.7 MILE SOUTHEAST ALONG A TRAIL TO A FORK IN THE
 BL1010'TRAIL AND A BLAZED 12 INCH PINE TREE ON THE RIGHT OF THE TRAIL, THENCE
 BL1010'0.1 MILE SOUTHEAST ALONG THE RIGHT FORK OF THE TRAIL TO AN 11 INCH
 BL1010'TRIANGULAR BLAZED PINE TREE, 125.0 FEET SOUTH OF PHELPS R.M. 1, 98.0
 BL1010'FEET EAST OF PHELPS R.M. 2, 75.0 FEET EAST OF THE CENTER LINE OF THE
 BL1010'TRAIL, 19.0 FEET SOUTHWEST OF A 16 INCH PINE TREE, 16.0 FEET NORTH OF
 BL1010'A 12 INCH BLAZED PINE TREE, 13.0 FEET SOUTHEAST OF A 14 INCH BLAZED
 BL1010'PINE TREE, 12.0 FEET SOUTH OF A 5 INCH PINE TREE, SET IN THE TOP OF A
 BL1010'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1011 ***********************************************************************
 BL1011  DESIGNATION -  PHELPS RM 1
 BL1011  PID         -  BL1011
 BL1011  STATE/COUNTY-  TX/WALKER
 BL1011  USGS QUAD   -  PHELPS (1976)
 BL1011
 BL1011                         *CURRENT SURVEY CONTROL
 BL1011  ___________________________________________________________________
 BL1011* NAD 83(1986)-  30 40 49.     (N)    095 22 59.     (W)     SCALED    
 BL1011* NAVD 88     -       131.52   (+/-2cm)     431.5    (feet)  VERTCON   
 BL1011  ___________________________________________________________________
 BL1011  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL1011
 BL1011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1011
 BL1011.The horizontal coordinates were scaled from a topographic map and have
 BL1011.an estimated accuracy of +/- 6 seconds.
 BL1011
 BL1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1011.The vertical order pertains to the NGVD 29 superseded value.
 BL1011
 BL1011.The geoid height was determined by GEOID03.
 BL1011
 BL1011;                    North         East    Units  Estimated Accuracy
 BL1011;SPC TX C     - 3,122,920.    1,174,140.      MT  (+/- 180 meters Scaled)
 BL1011
 BL1011                          SUPERSEDED SURVEY CONTROL
 BL1011
 BL1011  NGVD 29 (??/??/92)  131.532  (m)          431.53   (f) ADJ UNCH    2 0
 BL1011
 BL1011.Superseded values are not recommended for survey control.
 BL1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1011.See file dsdata.txt to determine how the superseded data were derived.
 BL1011
 BL1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP717965(NAD 83)
 BL1011_MARKER: DR = REFERENCE MARK DISK
 BL1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1011_STAMPING: PHELPS NO 1 1935
 BL1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1011+STABILITY: SURFACE MOTION
 BL1011
 BL1011  HISTORY     - Date     Condition        Report By
 BL1011  HISTORY     - 1935     MONUMENTED       CGS
 BL1011  HISTORY     - 1947     GOOD             NGS
 BL1011
 BL1011                          STATION DESCRIPTION
 BL1011
 BL1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1011'4.3 MI SE FROM PHELPS.
 BL1011'1.6 MILES EAST ALONG A GRADED DIRT ROAD FROM THE INTERNATIONAL AND
 BL1011'GREAT NORTHERN RAILROAD STATION AT PHELPS, TO A ROAD FORKS, THENCE 1.9
 BL1011'MILES EAST ALONG THE RIGHT FORK OF THE GRADED DIRT ROAD TO A TRAIL
 BL1011'LEADING SOUTHEAST, THENCE 0.7 MILE SOUTHEAST ALONG THE TRAIL TO A FORK
 BL1011'IN THE TRAIL AND A BLAZED 12 INCH PINE TREE ON THE RIGHT OF THE TRAIL,
 BL1011'THENCE 0.1 MILE SOUTHEAST ALONG THE RIGHT FORK OF THE TRAIL TO AN 11
 BL1011'INCH TRIANGULAR BLAZED PINE TREE, 125.0 FEET NORTH OF TRIANGULATION
 BL1011'STATION PHELPS, 75.0 FEET EAST OF THE CENTER LINE OF THE TRAIL, 25.0
 BL1011'FEET NORTH OF A 12 INCH PINE TREE, 24.0 FEET WEST OF A 14 INCH PINE
 BL1011'TREE, 14.0 FEET SOUTH OF A 12 INCH PINE TREE, SET IN THE TOP OF A
 BL1011'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1012 ***********************************************************************
 BL1012  DESIGNATION -  PHELPS RM 2
 BL1012  PID         -  BL1012
 BL1012  STATE/COUNTY-  TX/WALKER
 BL1012  USGS QUAD   -  PHELPS (1976)
 BL1012
 BL1012                         *CURRENT SURVEY CONTROL
 BL1012  ___________________________________________________________________
 BL1012* NAD 83(1986)-  30 40 47.     (N)    095 23 00.     (W)     SCALED    
 BL1012* NAVD 88     -       130.33   (+/-2cm)     427.6    (feet)  VERTCON   
 BL1012  ___________________________________________________________________
 BL1012  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL1012
 BL1012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1012
 BL1012.The horizontal coordinates were scaled from a topographic map and have
 BL1012.an estimated accuracy of +/- 6 seconds.
 BL1012
 BL1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1012.The vertical order pertains to the NGVD 29 superseded value.
 BL1012
 BL1012.The geoid height was determined by GEOID03.
 BL1012
 BL1012;                    North         East    Units  Estimated Accuracy
 BL1012;SPC TX C     - 3,122,850.    1,174,110.      MT  (+/- 180 meters Scaled)
 BL1012
 BL1012                          SUPERSEDED SURVEY CONTROL
 BL1012
 BL1012  NGVD 29 (??/??/92)  130.340  (m)          427.62   (f) ADJ UNCH    2 0
 BL1012
 BL1012.Superseded values are not recommended for survey control.
 BL1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1012.See file dsdata.txt to determine how the superseded data were derived.
 BL1012
 BL1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP716965(NAD 83)
 BL1012_MARKER: DR = REFERENCE MARK DISK
 BL1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1012_STAMPING: PHELPS NO 2 1935
 BL1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1012+STABILITY: SURFACE MOTION
 BL1012
 BL1012  HISTORY     - Date     Condition        Report By
 BL1012  HISTORY     - 1935     MONUMENTED       CGS
 BL1012  HISTORY     - 1947     GOOD             NGS
 BL1012
 BL1012                          STATION DESCRIPTION
 BL1012
 BL1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1012'4.3 MI SE FROM PHELPS.
 BL1012'1.6 MILES EAST ALONG A GRADED DIRT ROAD FROM THE INTERNATIONAL AND
 BL1012'GREAT NORTHERN RAILROAD STATION AT PHELPS TO A ROAD FORKS, THENCE 1.9
 BL1012'MILES EAST ALONG THE RIGHT FORK OF THE GRADED DIRT ROAD TO A TRAIL
 BL1012'LEADING SOUTHEAST, THENCE 0.7 MILE SOUTHEAST ALONG THE TRAIL TO A FORK
 BL1012'IN THE TRAIL AND A BLAZED 12 INCH PINE TREE ON THE RIGHT OF THE TRAIL,
 BL1012'THENCE 0.1 MILE SOUTHEAST ALONG THE RIGHT FORK OF THE TRAIL TO AN 11
 BL1012'INCH TRIANGULAR BLAZED PINE TREE, 97.7 FEET WEST OF TRIANGULATION
 BL1012'STATION PHELPS, 29.0 FEET NORTHEAST OF A 16 INCH PINE TREE, 24.0 FEET
 BL1012'WEST OF THE CENTER LINE OF THE TRAIL, 18.0 FEET NORTHWEST OF A 14 INCH
 BL1012'PINE TREE, 16.0 FEET SOUTHWEST OF A 13 INCH TRIANGULAR BLAZED SWEET
 BL1012'GUM TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 BL1012'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1850 ***********************************************************************
 FL1850  DESIGNATION -  PHIL
 FL1850  PID         -  FL1850
 FL1850  STATE/COUNTY-  TX/MOORE
 FL1850  USGS QUAD   -  SPENCER DRAW (1969)
 FL1850
 FL1850                         *CURRENT SURVEY CONTROL
 FL1850  ___________________________________________________________________
 FL1850* NAD 83(1993)-  35 41 34.74163(N)    101 46 47.56233(W)     ADJUSTED  
 FL1850* NAVD 88     -      1049.     (meters)    3442.     (feet)  SCALED    
 FL1850  ___________________________________________________________________
 FL1850  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 FL1850  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 FL1850
 FL1850  HORZ ORDER  -  SECOND
 FL1850
 FL1850.The horizontal coordinates were established by classical geodetic methods
 FL1850.and adjusted by the National Geodetic Survey in February 1996..
 FL1850
 FL1850.The orthometric height was scaled from a topographic map.
 FL1850
 FL1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1850
 FL1850.The geoid height was determined by GEOID03.
 FL1850
 FL1850;                    North         East     Units Scale Factor Converg.
 FL1850;SPC TX N     - 1,187,851.033   174,669.682   MT  0.99992236   -0 09 43.9
 FL1850;SPC TX N     - 3,897,141.26    573,062.12   sFT  0.99992236   -0 09 43.9
 FL1850;UTM  14      - 3,953,458.646   248,456.895   MT  1.00037978   -1 37 21.9
 FL1850
 FL1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1850!SPC TX N     -   0.99983964  x   0.99992236  =   0.99976201
 FL1850!UTM  14      -   0.99983964  x   1.00037978  =   1.00021936
 FL1850
 FL1850:                Primary Azimuth Mark                     Grid Az
 FL1850:SPC TX N     -  NATURAL GAS PLINE PLANT 22 STK           035 59 09.5
 FL1850:UTM  14      -  NATURAL GAS PLINE PLANT 22 STK           037 26 47.5
 FL1850
 FL1850|---------------------------------------------------------------------|
 FL1850| PID    Reference Object                     Distance      Geod. Az  |
 FL1850|                                                           dddmmss.s |
 FL1850| FL1834 NATURAL GAS PLINE PLANT 22 STK      APPROX.12.4 KM 0354925.6 |
 FL1850| CJ7287 PHIL RM 1                            10.770 METERS 06355     |
 FL1850| CJ7286 PHIL AZ MK                                         2465736.4 |
 FL1850| CJ7288 PHIL RM 2                            11.040 METERS 30104     |
 FL1850|---------------------------------------------------------------------|
 FL1850
 FL1850                          SUPERSEDED SURVEY CONTROL
 FL1850
 FL1850  NAD 83(1993)-  35 41 34.74311(N)    101 46 47.55887(W) AD(       ) 2
 FL1850  NAD 83(1986)-  35 41 34.74939(N)    101 46 47.55156(W) AD(       ) 2
 FL1850  NAD 27      -  35 41 34.59900(N)    101 46 45.91300(W) AD(       ) 2
 FL1850
 FL1850.Superseded values are not recommended for survey control.
 FL1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1850.See file dsdata.txt to determine how the superseded data were derived.
 FL1850
 FL1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4845753459(NAD 83)
 FL1850_MARKER: DS = TRIANGULATION STATION DISK
 FL1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1850
 FL1850  HISTORY     - Date     Condition        Report By
 FL1850  HISTORY     - 1951     MONUMENTED       CGS
 FL1850
 FL1850                          STATION DESCRIPTION
 FL1850
 FL1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1850'STATION IS LOCATED, AIRLINE, ABOUT 14 MILES SOUTHEAST OF DUMAS,
 FL1850'10-1/2 MILES EAST OF FOUR WAY AND 1/2 MILE NORTH OF A GRADED DIRT
 FL1850'ROAD.  IT IS ON A PROMINENT KNOLL THAT IS THE HIGHEST IN THE
 FL1850'VICINITY.
 FL1850'
 FL1850'STATION MARK, STAMPED PHIL 1951, IS A STANDARD DISK SET IN
 FL1850'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5
 FL1850'INCHES.  IT IS 31 FEET SOUTH OF THE CENTERLINE OF A TRACK
 FL1850'ROAD.
 FL1850'
 FL1850'REFERENCE MARK NUMBER 1, STAMPED PHIL NO 1 1951, IS A STANDARD
 FL1850'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1850'PROJECTS 3 INCHES AND IS 6 INCHES LOWER IN ELEVATION THAN THE
 FL1850'STATION.  IT IS 16 FEET SOUTH OF THE CENTERLINE OF A TRACK
 FL1850'ROAD.
 FL1850'
 FL1850'REFERENCE MARK NUMBER 2, STAMPED PHIL NO 2 1951, IS A STANDARD
 FL1850'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1850'PROJECTS 3 INCHES AND IS 6 INCHES LOWER IN ELEVATION THAN THE
 FL1850'STATION.  IT IS 15 FEET SOUTH OF THE CENTERLINE OF A TRACK
 FL1850'ROAD.
 FL1850'
 FL1850'AZIMUTH MARK, STAMPED PHIL 1951, IS A STANDARD DISK SET IN THE
 FL1850'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1850'TO REACH FROM THE STATION, GO WEST ON THE TRACK ROAD FOR 0.1
 FL1850'MILE.  TURN LEFT, SOUTH, AND GO 0.3 MILE TO THE MAIN TRAVELED
 FL1850'ROAD.  TURN RIGHT AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE
 FL1850'RIGHT, NORTH, SIDE OF THE ROAD.  IT IS 28 FEET NORTH OF THE
 FL1850'CENTERLINE OF THE ROAD, 2 FEET NORTH OF A TELEPHONE POLE
 FL1850'AND ABOUT 0.3 MILE EAST OF THE PANHANDLE EASTERN PIPELINE
 FL1850'MAINTENANCE CAMP.
 FL1850'
 FL1850'THE STATION IS REACHED AS FOLLOWS--FROM THE MOORE COUNTY
 FL1850'COURTHOUSE IN DUMAS, GO SOUTH ON U.S. HIGHWAY 87 AND 287 FOR 11.5
 FL1850'MILES TO FOUR WAY.  TURN LEFT, EAST, ON A GRADED DIRT ROAD AND
 FL1850'GO 10.1 MILES TO A CATTLE GUARD ON THE LEFT, NORTH, SIDE OF
 FL1850'THE ROAD.  TURN LEFT, CROSS CATTLE GUARD, AND CONTINUE STRAIGHT
 FL1850'AHEAD FOR 0.3 MILE.  TAKE THE RIGHT FORK, JUST BEFORE REACHING
 FL1850'A GAS VALVE, AND GO 0.1 MILE TO THE TOP OF THE HILL AND THE
 FL1850'STATION.
 FL1850'
 FL1850'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0887 ***********************************************************************
 GK0887  DESIGNATION -  PHILLIP PETROL RAD KKB 820 MST
 GK0887  PID         -  GK0887
 GK0887  STATE/COUNTY-  TX/HANSFORD
 GK0887  USGS QUAD   -  PHILLIPS CAMP (1974)
 GK0887
 GK0887                         *CURRENT SURVEY CONTROL
 GK0887  ___________________________________________________________________
 GK0887* NAD 83(1993)-  36 29 42.73403(N)    101 28 00.40661(W)     ADJUSTED  
 GK0887* NAVD 88     -                                                        
 GK0887  ___________________________________________________________________
 GK0887  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 GK0887  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 GK0887
 GK0887  HORZ ORDER  -  THIRD
 GK0887
 GK0887.The horizontal coordinates were established by classical geodetic methods
 GK0887.and adjusted by the National Geodetic Survey in February 1996..
 GK0887
 GK0887
 GK0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0887
 GK0887.The geoid height was determined by GEOID03.
 GK0887
 GK0887;                    North         East     Units Scale Factor Converg.
 GK0887;SPC TX N     - 1,276,829.612   202,976.695   MT  1.00008767   +0 01 09.3
 GK0887;SPC TX N     - 4,189,065.15    665,932.71   sFT  1.00008767   +0 01 09.3
 GK0887;SPC OK N     -   171,444.246   289,466.136   MT  0.99996172   -2 02 45.3
 GK0887;SPC OK N     -   562,480.00    949,690.15   sFT  0.99996172   -2 02 45.3
 GK0887;UTM  14      - 4,041,705.903   279,053.131   MT  1.00020149   -1 28 03.8
 GK0887
 GK0887                          SUPERSEDED SURVEY CONTROL
 GK0887
 GK0887  NAD 83(1993)-  36 29 42.73422(N)    101 28 00.40799(W) AD(       ) 4
 GK0887  NAD 83(1986)-  36 29 42.74084(N)    101 28 00.38985(W) AD(       ) 4
 GK0887  NAD 27      -  36 29 42.64600(N)    101 27 58.80800(W) AD(       ) 3
 GK0887
 GK0887.Superseded values are not recommended for survey control.
 GK0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0887.See file dsdata.txt to determine how the superseded data were derived.
 GK0887
 GK0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7905341706(NAD 83)
 GK0887_MARKER: 42 = RADIO/TV MAST
 GK0887
 GK0887  HISTORY     - Date     Condition        Report By
 GK0887  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0887  HISTORY     - 1963     GOOD             CGS
 GK0887
 GK0887                          STATION DESCRIPTION
 GK0887
 GK0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0887'THE PHILLIPS PETROLEUM COMPANY RADIO MAST IS LOCATED ABOUT
 GK0887'25 MILES EAST OF TEXHOMA, 12 MILES WEST OF HITCHLAND, AND ABOUT
 GK0887'1/4 MILE SOUTH OF THE TEXAS-OKLAHOMA STATE LINE.
 GK0887'
 GK0887'THE MAST IS A TALL STEEL STRUCTURE ALTERNATELY PAINTED RED AND
 GK0887'WHITE AND IS 270 FEET IN HEIGHT.  THE RED LIGHT AT TOP WAS
 GK0887'INTERSECTED.
 GK0887
 GK0887                          STATION RECOVERY (1963)
 GK0887
 GK0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 GK0887'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0067 ***********************************************************************
 AM0067  DESIGNATION -  PHILLIPS
 AM0067  PID         -  AM0067
 AM0067  STATE/COUNTY-  TX/BRAZORIA
 AM0067  USGS QUAD   -  FREEPORT (1974)
 AM0067
 AM0067                         *CURRENT SURVEY CONTROL
 AM0067  ___________________________________________________________________
 AM0067* NAD 83(1986)-  28 56 05.     (N)    095 19 56.     (W)     SCALED    
 AM0067* NAVD 88     -         4.20   (+/-2cm)      13.8    (feet)  VERTCON   
 AM0067  ___________________________________________________________________
 AM0067  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0067
 AM0067  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0067
 AM0067.The horizontal coordinates were scaled from a topographic map and have
 AM0067.an estimated accuracy of +/- 6 seconds.
 AM0067
 AM0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0067.The vertical order pertains to the NGVD 29 superseded value.
 AM0067
 AM0067.The geoid height was determined by GEOID03.
 AM0067
 AM0067;                    North         East    Units  Estimated Accuracy
 AM0067;SPC TXSC     - 4,127,670.      957,510.      MT  (+/- 180 meters Scaled)
 AM0067
 AM0067                          SUPERSEDED SURVEY CONTROL
 AM0067
 AM0067  NGVD 29 (??/??/92)    4.221  (m)           13.85   (f) ADJ UNCH    1 1
 AM0067
 AM0067.Superseded values are not recommended for survey control.
 AM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0067.See file dsdata.txt to determine how the superseded data were derived.
 AM0067
 AM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN726029(NAD 83)
 AM0067_MARKER: DD = SURVEY DISK
 AM0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0067_STAMPING: PHILLIPS
 AM0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0067+STABILITY: SURFACE MOTION
 AM0067
 AM0067  HISTORY     - Date     Condition        Report By
 AM0067  HISTORY     - UNK      MONUMENTED       LOCENG
 AM0067  HISTORY     - 1973     GOOD             NGS
 AM0067  HISTORY     - 1977     GOOD             NGS
 AM0067  HISTORY     - 1978     GOOD             NGS
 AM0067  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0067
 AM0067                          STATION DESCRIPTION
 AM0067
 AM0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0067'1.75 MI SE FROM FREEPORT.
 AM0067'0.05 MILE EAST ALONG EAST FOURTH STREET FROM THE POST OFFICE AT
 AM0067'FREEPORT, THENCE 0.7 MILE SOUTH ALONG FARM ROAD 1495, THENCE 1.0 MILE
 AM0067'EAST ALONG COUNTY ROAD 240, AT THE MAIN ENTRANCE TO THE PHILLIPS
 AM0067'PETROLEUM COMPANY TANK FARM, 51 1/2 FEET SOUTHWEST OF THE CENTER LINE
 AM0067'OF THE ROAD, 11 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ENTRANCE
 AM0067'ROAD, 20.6 FEET NORTHWEST OF THE WEST CORNER OF A SMALL BRICK BUILDING
 AM0067'(FORMER GUARD BUILDING), 3.7 FEET SOUTHWEST OF THE SOUTHWEST FACE OF A
 AM0067'2- BY 4-FOOT 8-FOOT-HIGH BRICK PILLAR, 5 FEET WEST OF THE NORTHWEST
 AM0067'END OF A METAL GATE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 AM0067'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 AM0067
 AM0067                          STATION RECOVERY (1977)
 AM0067
 AM0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0067'RECOVERED IN GOOD CONDITION.
 AM0067
 AM0067                          STATION RECOVERY (1978)
 AM0067
 AM0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0067'RECOVERED IN GOOD CONDITION.
 AM0067
 AM0067                          STATION RECOVERY (2004)
 AM0067
 AM0067'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0851 ***********************************************************************
 BM0851  DESIGNATION -  PHILLIPS
 BM0851  PID         -  BM0851
 BM0851  STATE/COUNTY-  TX/MILAM
 BM0851  USGS QUAD   -  ROCKDALE WEST (1989)
 BM0851
 BM0851                         *CURRENT SURVEY CONTROL
 BM0851  ___________________________________________________________________
 BM0851* NAD 83(1993)-  30 41 39.44476(N)    097 00 51.30489(W)     ADJUSTED  
 BM0851* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 BM0851  ___________________________________________________________________
 BM0851  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BM0851  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0851
 BM0851  HORZ ORDER  -  FIRST
 BM0851
 BM0851.The horizontal coordinates were established by classical geodetic methods
 BM0851.and adjusted by the National Geodetic Survey in February 1996..
 BM0851
 BM0851.The orthometric height was scaled from a topographic map.
 BM0851
 BM0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0851
 BM0851.The geoid height was determined by GEOID03.
 BM0851
 BM0851;                    North         East     Units Scale Factor Converg.
 BM0851;SPC TX C     - 3,118,660.467 1,017,912.962   MT  0.99989602   +1 42 34.3
 BM0851;SPC TX C     -10,231,805.22  3,339,602.78   sFT  0.99989602   +1 42 34.3
 BM0851;UTM  14      - 3,397,405.211   690,192.036   MT  1.00004624   +1 00 50.2
 BM0851
 BM0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0851!SPC TX C     -   0.99997896  x   0.99989602  =   0.99987498
 BM0851!UTM  14      -   0.99997896  x   1.00004624  =   1.00002520
 BM0851
 BM0851:                Primary Azimuth Mark                     Grid Az
 BM0851:SPC TX C     -  MILANO METHODIST CHURCH BELFRY           082 05 44.7
 BM0851:UTM  14      -  MILANO METHODIST CHURCH BELFRY           082 47 28.8
 BM0851
 BM0851|---------------------------------------------------------------------|
 BM0851| PID    Reference Object                     Distance      Geod. Az  |
 BM0851|                                                           dddmmss.s |
 BM0851| BM1058 MILANO METHODIST CHURCH BELFRY      APPROX.14.1 KM 0834819.0 |
 BM0851| CV5113 PHILLIPS RM 1                        19.985 METERS 14859     |
 BM0851| BM0852 ROCKDALE MUNICIPAL TANK             APPROX. 4.8 KM 1673310.6 |
 BM0851| CV5114 PHILLIPS RM 2                        18.905 METERS 24206     |
 BM0851| BM0849 PETTIBONE                           APPROX.18.3 KM 3395442.7 |
 BM0851|---------------------------------------------------------------------|
 BM0851
 BM0851                          SUPERSEDED SURVEY CONTROL
 BM0851
 BM0851  NAD 83(1986)-  30 41 39.45737(N)    097 00 51.28470(W) AD(       ) 1
 BM0851  NAD 27      -  30 41 38.75300(N)    097 00 50.33500(W) AD(       ) 1
 BM0851
 BM0851.Superseded values are not recommended for survey control.
 BM0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0851.See file dsdata.txt to determine how the superseded data were derived.
 BM0851
 BM0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9019297405(NAD 83)
 BM0851_MARKER: DS = TRIANGULATION STATION DISK
 BM0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0851
 BM0851  HISTORY     - Date     Condition        Report By
 BM0851  HISTORY     - 1943     MONUMENTED       CGS
 BM0851  HISTORY     - 19991112 GOOD             USPSQD
 BM0851
 BM0851                          STATION DESCRIPTION
 BM0851
 BM0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0851'ABOUT 3 MILES W OF N OF ROCKDALE, ON LAND OWNED BY HUBERT
 BM0851'PHILLIPS, WHO LIVES 1/4 MILE NW OF STATION.  THE STATION
 BM0851'IS ON THE HIGH PART OF THE HILL JUST W OF THE E SLOPE, 11
 BM0851'FEET N OF A 17-INCH BLACKJACK OAK.  THE MARK PROJECTS 4
 BM0851'INCHES AND IS STAMPED PHILLIPS 1943.
 BM0851'
 BM0851'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 BM0851'SET IN CONCRETE.
 BM0851'
 BM0851'REFERENCE MARK NO. 1 IS S OF THE STATION, 5 FEET N OF A
 BM0851'9-INCH BLAZED BLACKJACK OAK.  THE MARK PROJECTS 4 INCHES.
 BM0851'
 BM0851'REFERENCE MARK NO. 2 IS W OF THE STATION, 3 FEET NE OF A
 BM0851'6-INCH BLAZED POST OAK TREE, AND 6 FEET E OF A 9-INCH BLAZED
 BM0851'POST OAK.  THE MARK PROJECTS 5 INCHES.
 BM0851'
 BM0851'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 BM0851'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BM0851'
 BM0851'REACHED FROM ROCKDALE ON U.S. HIGHWAY 77 BY GOING N FROM MAIN
 BM0851'STREET 2.0 MILES TO ROAD FORK AT HORTONS FILLING STATION.
 BM0851'TAKE LEFT-HAND, GRADED DIRT ROAD, NW FOR 1.3 MILES TO AN
 BM0851'UNGRADED ROAD, TURNING RIGHT, INTO WOODS, OVER STEEL PIPE
 BM0851'CATTLE GUARD.  FOLLOW THIS ROAD, KEEPING RIGHT-HAND WOODS
 BM0851'ROAD 0.45 MILE TO ITS END AT WHITE HOUSE.  STATION IS ABOUT
 BM0851'175 YARDS SW OF HOUSE, ON TOP OF PROMINENT SAND HILL IN WOODS.
 BM0851'
 BM0851'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM0851
 BM0851                          STATION RECOVERY (1999)
 BM0851
 BM0851'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0608 ***********************************************************************
 EO0608  DESIGNATION -  PHILLIPS
 EO0608  PID         -  EO0608
 EO0608  STATE/COUNTY-  TX/LAMB
 EO0608  USGS QUAD   -  OLTON (1981)
 EO0608
 EO0608                         *CURRENT SURVEY CONTROL
 EO0608  ___________________________________________________________________
 EO0608* NAD 83(1993)-  34 14 36.75325(N)    102 09 35.35671(W)     ADJUSTED  
 EO0608* NAVD 88     -      1121.9    (meters)    3681.     (feet)  VERTCON   
 EO0608  ___________________________________________________________________
 EO0608  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 EO0608  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 EO0608
 EO0608  HORZ ORDER  -  SECOND
 EO0608
 EO0608.The horizontal coordinates were established by classical geodetic methods
 EO0608.and adjusted by the National Geodetic Survey in February 1996..
 EO0608
 EO0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0608
 EO0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0608
 EO0608.The geoid height was determined by GEOID03.
 EO0608
 EO0608;                    North         East     Units Scale Factor Converg.
 EO0608;SPC TXNC     - 2,291,645.679   262,894.365   MT  1.00008900   -1 59 45.8
 EO0608;SPC TXNC     - 7,518,507.53    862,512.60   sFT  1.00008900   -1 59 45.8
 EO0608;SPC TX N     - 1,027,222.172   139,210.284   MT  1.00011899   -0 22 56.6
 EO0608;SPC TX N     - 3,370,144.74    456,725.74   sFT  1.00011899   -0 22 56.6
 EO0608;UTM  13      - 3,792,809.961   761,573.046   MT  1.00044348   +1 35 56.8
 EO0608
 EO0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0608!SPC TXNC     -   0.99982790  x   1.00008900  =   0.99991689
 EO0608!SPC TX N     -   0.99982790  x   1.00011899  =   0.99994687
 EO0608!UTM  13      -   0.99982790  x   1.00044348  =   1.00027130
 EO0608
 EO0608|---------------------------------------------------------------------|
 EO0608| PID    Reference Object                     Distance      Geod. Az  |
 EO0608|                                                           dddmmss.s |
 EO0608| CJ7296 PHILLIPS RM 3                         6.888 METERS 00333     |
 EO0608| CJ7294 PHILLIPS RM 1                        36.347 METERS 03057     |
 EO0608| EO0614 PHILLIPS RM 5 AZIMUTH               APPROX. 0.9 KM 0963718.9 |
 EO0608| CJ7295 PHILLIPS RM 2                        33.641 METERS 14016     |
 EO0608| CJ7293 PHILLIPS AZ MK                                     1721715.0 |
 EO0608| CJ7297 PHILLIPS RM 4                         5.459 METERS 17730     |
 EO0608| EO0609 BURRUS                              APPROX.11.1 KM 1874156.8 |
 EO0608|---------------------------------------------------------------------|
 EO0608
 EO0608                          SUPERSEDED SURVEY CONTROL
 EO0608
 EO0608  NAD 83(1986)-  34 14 36.75990(N)    102 09 35.35021(W) AD(       ) 2
 EO0608  NAD 27      -  34 14 36.45200(N)    102 09 33.69400(W) AD(       ) 2
 EO0608  NGVD 29 (07/19/86) 1121.4    (m)         3679.     (f) VERT ANG       
 EO0608
 EO0608.Superseded values are not recommended for survey control.
 EO0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0608.See file dsdata.txt to determine how the superseded data were derived.
 EO0608
 EO0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT6157392810(NAD 83)
 EO0608_MARKER: DS = TRIANGULATION STATION DISK
 EO0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0608
 EO0608  HISTORY     - Date     Condition        Report By
 EO0608  HISTORY     - 1935     MONUMENTED       CGS
 EO0608  HISTORY     - 1938     GOOD             TXHD
 EO0608  HISTORY     - 1959     GOOD             CGS
 EO0608  HISTORY     - 1975     GOOD             NGS
 EO0608
 EO0608                          STATION DESCRIPTION
 EO0608
 EO0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0608'THE STATION IS 4 MILES, AIRLINE, N OF OLTON, 100 YARDS NW OF THE
 EO0608'HOME OF MR. M.J. PHILLIPS, 65 FEET W OF A N-S FENCE, AND 78
 EO0608'FEET SW OF THE CENTER LINE OF A WIRE GATE IN THE N-S FENCE
 EO0608'LINE.  THE MARK PROJECTS 8 INCHES.
 EO0608'
 EO0608'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0608'BRONZE DISKS SET IN CONCRETE.
 EO0608'
 EO0608'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT W OF THE
 EO0608'N-S FENCE, AND 66 FEET N OF CORNER POST.  THE MARK PROJECTS
 EO0608'7 INCHES.
 EO0608'
 EO0608'REFERENCE MARK NO. 2 IS SE OF THE STATION, 2 FEET W OF A BOARD
 EO0608'CORRAL, AND IS SET FLUSH WITH THE GROUND.
 EO0608'
 EO0608'AZIMUTH MARK IS S OF THE STATION, 1 FOOT N OF AN E-W FENCE,
 EO0608'14 FEET N OF AN E-W SECTION-LINE ROAD, 27.5 FEET W OF CORNER
 EO0608'POST NEAR WIRE GATE.  THE MARK PROJECTS ABOUT 6 INCHES.
 EO0608'
 EO0608'THE STATION MAY BE REACHED FROM THE RAILROAD DEPOT IN HART
 EO0608'BY GOING S ON GRADED ROAD FOR 0.4 MILE TO ROAD T-INTERSECTION.
 EO0608'TURN RIGHT OR W, AND GO 0.7 MILE TO T-INTERSECTIONS OF ROAD AND
 EO0608'POWER TRANSMISSION LINE, TURN LEFT, OR S ON GRADED ROAD ALONG
 EO0608'POWER LINE AND GO SOUTHERLY ALONG POWER LINE ON MAIN ROAD FOR
 EO0608'9.4 MILES TO CROSSROADS WITH WHITE HOUSE AND MAIL BOX (A.C.
 EO0608'LIGHT) ON AN OIL DRUM, BOTH IN NE ANGLE, TURN RIGHT OR W, AND GO
 EO0608'1.7 MILES, TURN LEFT OR S, THROUGH WIRE GATE AND GO S ON
 EO0608'FARM ROAD 0.4 MILE, PASS THROUGH WIRE GATE IN N-S FENCE AND
 EO0608'GO SOUTHWESTERLY ABOUT 30 YARDS TO STATION.
 EO0608'
 EO0608'A 60-FOOT TOWER WILL CLEAR ALL LINES.
 EO0608
 EO0608                          STATION RECOVERY (1938)
 EO0608
 EO0608'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0608'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 EO0608'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 EO0608
 EO0608                          STATION RECOVERY (1959)
 EO0608
 EO0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 EO0608'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 EO0608'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 EO0608'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EO0608
 EO0608                          STATION RECOVERY (1975)
 EO0608
 EO0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0608'THE STATION MARK WAS RECOVERED.  REFERENCE MARK 2 AND THE
 EO0608'AZIMUTH MARK WERE FOUND LYING ON THEIR SIDES.  THE AZIMUTH
 EO0608'MARK WAS DESTROYED AND THE DISK RECOVERED.  REFERENCE MARK 2 WAS
 EO0608'RESTAMPED AND THE MONUMENT RESET IN A DIFFERENT LOCATION.
 EO0608'REFERENCE MARK 1 WAS NOT RECOVERED.  REFERENCE MARK 5 WAS
 EO0608'ESTABLISHED AT THIS TIME AND WILL SERVE AS THE AZIMUTH MARK.
 EO0608'FOLLOWING IS A NEW DESCRIPTION.
 EO0608'
 EO0608'THE STATION IS ABOUT 8 MILES EAST OF SPRINGLAKE, 4 MILES
 EO0608'NORTH-NORTHWEST OF OLTON AND ON PROPERTY OF T.J. ROBERSON, OF
 EO0608'OLTON.
 EO0608'
 EO0608'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM ROAD 168
 EO0608'IN OLTON, GO NORTH ON ROAD 168 FOR 3.2 MILES TO A CROSSROADS.
 EO0608'TURN LEFT AND GO WEST ON A GRADED ROAD FOR 1.0 MILE TO A
 EO0608'CROSSROADS.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 0.5
 EO0608'MILE TO A SIDE ROAD LEFT AND REFERENCE MARK 5 ON THE RIGHT.  TURN
 EO0608'LEFT AND GO WEST ON A GRADED ROAD FOR 0.5 MILE TO A CROSSROAD.
 EO0608'CONTINUE WEST 0.05 MILE, THENCE NORTH FOR ABOUT 400 FEET,
 EO0608'PASSING TO THE WEST OF A FARM HOUSE, TO THE STATION ON EAST SIDE
 EO0608'OF A CORRAL.
 EO0608'
 EO0608'STATION MARK IS A STANDARD DISK, STAMPED PHILLIPS 1935, SET IN
 EO0608'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EO0608'4 INCHES ABOVE THE GROUND.  IT IS 250 FEET NORTHWEST OF THE
 EO0608'NORTHWEST CORNER OF THE FARM HOUSE, 35 FEET SOUTH OF THE
 EO0608'SOUTHEAST CORNER OF A TIN SHED AND 1.5 FEET EAST OF A BOARD
 EO0608'FENCE.  UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 EO0608'CONCRETE.
 EO0608'
 EO0608'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PHILLIPS 1935 NO 3
 EO0608'1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EO0608'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 16.5 FEET
 EO0608'SOUTH OF THE SOUTHEAST CORNER OF THE TIN SHED, 2 FEET EAST OF THE
 EO0608'FENCE AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 EO0608'
 EO0608'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PHILLIPS NO 4
 EO0608'1935 1975, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EO0608'THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 13.5 FEET SOUTH
 EO0608'OF A CORNER FENCE POST AND 13 FEET EAST OF THE FENCE.  IT IS ABOUT
 EO0608'THE SAME IN ELEVATION AS THE STATION.
 EO0608'
 EO0608'REFERENCE MARK 5 IS A STANDARD DISK STAMPED PHILLIPS 1935
 EO0608'NO 5 1975 AZ, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EO0608'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 20
 EO0608'FEET EAST OF THE CENTER OF THE ROAD, 19 FEET SOUTH OF A DRIVE
 EO0608'AND 2 FEET SOUTH OF A POWER POLE.
 EO0608'
 EO0608'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH
 EO0608'OF OLTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1653 ***********************************************************************
 FL1653  DESIGNATION -  PHILLIPS
 FL1653  PID         -  FL1653
 FL1653  STATE/COUNTY-  TX/CARSON
 FL1653  USGS QUAD   -  BORGER SE (1978)
 FL1653
 FL1653                         *CURRENT SURVEY CONTROL
 FL1653  ___________________________________________________________________
 FL1653* NAD 83(1993)-  35 36 08.83721(N)    101 16 13.99581(W)     ADJUSTED  
 FL1653* NAVD 88     -       988.     (meters)    3241.     (feet)  SCALED    
 FL1653  ___________________________________________________________________
 FL1653  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 FL1653  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 FL1653
 FL1653  HORZ ORDER  -  FIRST
 FL1653
 FL1653.The horizontal coordinates were established by classical geodetic methods
 FL1653.and adjusted by the National Geodetic Survey in February 1996..
 FL1653
 FL1653.The orthometric height was scaled from a topographic map.
 FL1653
 FL1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1653
 FL1653.The geoid height was determined by GEOID03.
 FL1653
 FL1653;                    North         East     Units Scale Factor Converg.
 FL1653;SPC TX N     - 1,177,795.699   220,789.228   MT  0.99991604   +0 07 58.7
 FL1653;SPC TX N     - 3,864,151.39    724,372.66   sFT  0.99991604   +0 07 58.7
 FL1653;UTM  14      - 3,942,229.591   294,320.706   MT  1.00012134   -1 19 20.2
 FL1653
 FL1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1653!SPC TX N     -   0.99984908  x   0.99991604  =   0.99976513
 FL1653!UTM  14      -   0.99984908  x   1.00012134  =   0.99997040
 FL1653
 FL1653|---------------------------------------------------------------------|
 FL1653| PID    Reference Object                     Distance      Geod. Az  |
 FL1653|                                                           dddmmss.s |
 FL1653| CJ7299 PHILLIPS RM 1                        12.633 METERS 13715     |
 FL1653| CJ7300 PHILLIPS RM 2                        13.157 METERS 26458     |
 FL1653| FL1665 BORGER JM HUBER CORP RADIO MST      APPROX.17.9 KM 2831728.0 |
 FL1653| FL1663 BORGER JM HUBER CORP WATER TK       APPROX.13.1 KM 2924111.9 |
 FL1653| FL1661 BORGER MUNICIPAL TANK               APPROX.13.1 KM 3054201.3 |
 FL1653| CJ7298 PHILLIPS AZ MK                                     3225850.7 |
 FL1653|---------------------------------------------------------------------|
 FL1653
 FL1653                          SUPERSEDED SURVEY CONTROL
 FL1653
 FL1653  NAD 83(1993)-  35 36 08.83880(N)    101 16 13.99383(W) AD(       ) 1
 FL1653  NAD 83(1986)-  35 36 08.84405(N)    101 16 13.98533(W) AD(       ) 1
 FL1653  NAD 27      -  35 36 08.68500(N)    101 16 12.40600(W) AD(       ) 1
 FL1653
 FL1653.Superseded values are not recommended for survey control.
 FL1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1653.See file dsdata.txt to determine how the superseded data were derived.
 FL1653
 FL1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9432142230(NAD 83)
 FL1653_MARKER: DS = TRIANGULATION STATION DISK
 FL1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1653
 FL1653  HISTORY     - Date     Condition        Report By
 FL1653  HISTORY     - 1951     MONUMENTED       CGS
 FL1653  HISTORY     - 1952     GOOD             USGS
 FL1653
 FL1653                          STATION DESCRIPTION
 FL1653
 FL1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1653'STATION IS LOCATED, AIRLINE, ABOUT 8 MILES SOUTHEAST OF BORGER,
 FL1653'12-1/2 MILES NORTH NORTHWEST OF WHITE DEER, 1-1/2 MILES SOUTH
 FL1653'OF STATE HIGHWAY 152, ON A HIGH, SMOOTH PASTURE RIDGE WHICH
 FL1653'IS THE DIVIDE BETWEEN SPRING CREEK AND EAST DIXON CREEK.
 FL1653'THERE ARE THREE PHILLIPS PETROLEUM COMPANY OIL DERRICKS ON THE
 FL1653'NORTHWEST SLOPE ABOUT 1/4 MILE FROM THE STATION.
 FL1653'
 FL1653'STATION MARK, STAMPED PHILLIPS 1951, IS A STANDARD DISK SET
 FL1653'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 FL1653'INCHES.  IT IS 8.5 FEET NORTHWEST OF A WITNESS POST.
 FL1653'
 FL1653'REFERENCE MARK NUMBER 1, STAMPED PHILLIPS NO 1 1951, IS A STANDARD
 FL1653'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1653'PROJECTS 5 INCHES AND IS 10 INCHES LOWER IN ELEVATION THAN
 FL1653'THE STATION.
 FL1653'
 FL1653'REFERENCE MARK NUMBER 2, STAMPED PHILLIPS NO 2 1951, IS A
 FL1653'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FL1653'POST THAT PROJECTS 3 INCHES AND IS 8 INCHES LOWER IN ELEVATION
 FL1653'THAN THE STATION.
 FL1653'
 FL1653'AZIMUTH MARK, STAMPED PHILLIPS 1951, IS A STANDARD DISK SET IN
 FL1653'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FL1653'INCHES.  TO REACH FROM THE STATION, GO WEST NORTHWEST FOR 0.4
 FL1653'MILE TO OIL WELL.  TURN RIGHT AROUND THE WEST SIDE OF OIL
 FL1653'WELL AND FOLLOW DIRT ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 FL1653'ON THE RIGHT.  IT IS 20 FEET EAST OF THE CENTERLINE OF THE ROAD
 FL1653'AND 100 FEET NORTH OF AN OIL TANK.
 FL1653'
 FL1653'THE STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 FL1653'HIGHWAY 117 AND STATE HIGHWAY 152 IN BORGER, GO EAST ON STATE
 FL1653'HIGHWAY 152 FOR 7.2 MILES TO THE CARSON-HUTCHINSON COUNTY
 FL1653'LINE.  CONTINUE EAST FOR 0.3 MILE TO A TRACK ROAD SOUTH AT A
 FL1653'CATTLE GUARD.  TURN RIGHT ON TRACK ROAD AND GO 1.3 MILES TO
 FL1653'FORKS AT OIL WELLS ON THE LEFT AND TWO TREES ON THE RIGHT.
 FL1653'TAKE RIGHT FORK PASSING TO THE RIGHT, SOUTH, OF OIL WELL AND
 FL1653'GO EAST SOUTHEAST FOR 0.35 MILE.  LEAVE THE ROAD AT THIS POINT
 FL1653'AND GO SOUTH FOR 0.05 TO THE HIGHEST POINT AND THE STATION.
 FL1653'
 FL1653'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FL1653
 FL1653                          STATION RECOVERY (1952)
 FL1653
 FL1653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FL1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0526 ***********************************************************************
 BO0526  DESIGNATION -  PHILLIPS
 BO0526  PID         -  BO0526
 BO0526  STATE/COUNTY-  TX/CROCKETT
 BO0526  USGS QUAD   -  BRUSHY DRAW (1970)
 BO0526
 BO0526                         *CURRENT SURVEY CONTROL
 BO0526  ___________________________________________________________________
 BO0526* NAD 83(1993)-  30 22 04.86416(N)    101 04 53.34850(W)     ADJUSTED  
 BO0526* NAVD 88     -       677.     (meters)    2221.     (feet)  SCALED    
 BO0526  ___________________________________________________________________
 BO0526  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 BO0526  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 BO0526
 BO0526  HORZ ORDER  -  SECOND
 BO0526
 BO0526.The horizontal coordinates were established by classical geodetic methods
 BO0526.and adjusted by the National Geodetic Survey in February 1996..
 BO0526
 BO0526.The orthometric height was scaled from a topographic map.
 BO0526
 BO0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0526
 BO0526.The geoid height was determined by GEOID03.
 BO0526
 BO0526;                    North         East     Units Scale Factor Converg.
 BO0526;SPC TX C     - 3,077,991.183   628,086.083   MT  0.99994240   -0 23 07.2
 BO0526;SPC TX C     -10,098,376.07  2,060,645.76   sFT  0.99994240   -0 23 07.2
 BO0526;SPC TXSC     - 4,282,705.393   399,915.804   MT  1.00002556   -1 01 11.1
 BO0526;SPC TXSC     -14,050,842.61  1,312,057.10   sFT  1.00002556   -1 01 11.1
 BO0526;UTM  14      - 3,361,403.257   299,968.721   MT  1.00009365   -1 03 09.5
 BO0526
 BO0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0526!SPC TX C     -   0.99989738  x   0.99994240  =   0.99983978
 BO0526!SPC TXSC     -   0.99989738  x   1.00002556  =   0.99992293
 BO0526!UTM  14      -   0.99989738  x   1.00009365  =   0.99999102
 BO0526
 BO0526|---------------------------------------------------------------------|
 BO0526| PID    Reference Object                     Distance      Geod. Az  |
 BO0526|                                                           dddmmss.s |
 BO0526| CI0186 PHILLIPS RM 1                        18.873 METERS 06245     |
 BO0526| CI0185 PHILLIPS AZ MK                                     1250341.5 |
 BO0526| CI0187 PHILLIPS RM 2                        16.133 METERS 26057     |
 BO0526|---------------------------------------------------------------------|
 BO0526
 BO0526                          SUPERSEDED SURVEY CONTROL
 BO0526
 BO0526  NAD 83(1986)-  30 22 04.86444(N)    101 04 53.34008(W) AD(       ) 2
 BO0526  NAD 27      -  30 22 04.20300(N)    101 04 51.96400(W) AD(       ) 2
 BO0526
 BO0526.Superseded values are not recommended for survey control.
 BO0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0526.See file dsdata.txt to determine how the superseded data were derived.
 BO0526
 BO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU9996961403(NAD 83)
 BO0526_MARKER: DD = SURVEY DISK
 BO0526_SETTING: 66 = SET IN ROCK OUTCROP
 BO0526
 BO0526  HISTORY     - Date     Condition        Report By
 BO0526  HISTORY     - 1943     MONUMENTED       CGS
 BO0526  HISTORY     - 1944     GOOD             CGS
 BO0526
 BO0526                          STATION DESCRIPTION
 BO0526
 BO0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0526'STATION IS LOCATED BY AIR LINE DISTANCES, ABOUT 25 MILES SSE OF
 BO0526'OZONA, 30 MILES SW OF SONORA, AND 17 MILES N OF JUNO, ON PROPERTY
 BO0526'OF THE PHILLIPS RANCH.  IT IS ON A BRUSH-COVERED RISE, THE HIGHEST
 BO0526'POINT IN THE VICINITY.  STATION MARK IS STAMPED PHILLIPS 1943.
 BO0526'
 BO0526'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL HOLE
 BO0526'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 BO0526'
 BO0526'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 BO0526'HOLE IN A FLAT ROCK SLAB ABOUT 4 FEET SQUARE.  IT IS STAMPED
 BO0526'PHILLIPS NO 1 1943 AND IS FLUSH WITH THE GROUND.
 BO0526'
 BO0526'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 BO0526'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED PHILLIPS NO 2 1943
 BO0526'AND IS FLUSH WITH THE GROUND.
 BO0526'
 BO0526'AZIMUTH MARK IS ON THE J.M. BAGGETT RANCH, 120 FEET E OF THE
 BO0526'PROPERTY FENCE, AND ABOUT 275 FEET NE OF A WHITE BUMPER GATE.
 BO0526'A 1- BY 4-INCH BOARD IS SET IN THE FENCELINE W OF THE MARK AND A
 BO0526'LOW CAIRN IS 2 FEET E.  IT IS A BRONZE AZIMUTH DISK CEMENTED IN
 BO0526'A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED PHILLIPS
 BO0526'1943 AND IS FLUSH WITH THE GROUND.  A LITTLE CLEARING OF BRUSH
 BO0526'MAY BE REQUIRED TO SEE THIS MARK FROM THE GROUND AT THE
 BO0526'STATION.
 BO0526'
 BO0526'TO REACH STATION FROM OZONA, GO S ON STATE HIGHWAY 163 FOR 26.5
 BO0526'MILES TO A ROAD LEFT (E) THROUGH A BUMPER GATE AT AN OIL-DRUM
 BO0526'MAIL BOX.  SIGN ON GATE, J.M. BAGGETT.  THIS POINT IS 0.9 MILE
 BO0526'S OF WINDMILL, CORRALS, AND MAIL BOX OF SHERMAN TAYLOR ON THE E
 BO0526'SIDE OF ROAD, AND 0.8 MILE S OF TOM SMITHS GATE AND MAIL BOX.
 BO0526'TURN LEFT THROUGH GATE AT SIGN J.M. BAGGETT AND FOLLOW ROAD E
 BO0526'0.9 MILE, PASS THROUGH BUMPER GATE AND CONTINUE ALONG ROAD NE
 BO0526'FOR 1.2 MILES TO BEND TO SE.  FOLLOW ROAD 0.1 MILE, THEN TURN
 BO0526'RIGHT THROUGH BRUSH ABOUT 150 YARDS TO TOP OF BRUSHY RISE AND
 BO0526'STATION.  THIS POINT IS THE SE PART OF THE LOW RIDGE.
 BO0526'
 BO0526'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 BO0526
 BO0526                          STATION RECOVERY (1944)
 BO0526
 BO0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0526'STATION IS LOCATED 23 MILES, AIR LINE, SSE OF OZONA, 5 MILES N
 BO0526'OF THE CORCKETT-VAL VERDE COUNTY LINE, AND 2 MILES E OF STATE
 BO0526'HIGHWAY 163, ON THE HIGHEST POINT OF A PROMINENT BRUSH-COVERED
 BO0526'RIDGE.  IT IS 0.15 MILE W OF A BLAZED ROAD AND ABOUT 0.25 MILE
 BO0526'NW OF A WHITE BUMPER GATE.
 BO0526'
 BO0526'AZIMUTH MARK IS 2-1/2 FEET NE OF A 4- BY 4-INCH WOODEN MARKER
 BO0526'POST.
 BO0526'
 BO0526'TO REACH STATION FROM THE SQUARE IN OZONA, GO S ON STATE HIGHWAY
 BO0526'163 FOR 25.6 MILES TO A SIDE ROAD LEFT AT SILVER-COLORED OIL-DRUM
 BO0526'MAIL BOX AND RED BUMPER GATE WITH SIGN J.M. BAGGETT.  TURN LEFT,
 BO0526'PASS THROUGH GATE AND GO E ON BLADED ROAD FOR 1.0 MILE TO A
 BO0526'RED BUMPER GATE.  PASS THROUGH GATE AND CONTINUE E IN LONG
 BO0526'CURVE TO RIGHT FOR 1.2 MILES TO A CURVE TO SE.  HERE TURN RIGHT
 BO0526'AND GO W ACROSS COUNTRY FOR 0.15 MILE TO TOP OF RIDGE AND
 BO0526'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3209 ***********************************************************************
 CS3209  SACS        -  This is a Secondary Airport Control Station.
 CS3209  DESIGNATION -  PHILPORT
 CS3209  PID         -  CS3209
 CS3209  STATE/COUNTY-  TX/DALLAS
 CS3209  USGS QUAD   -  MESQUITE (1973)
 CS3209
 CS3209                         *CURRENT SURVEY CONTROL
 CS3209  ___________________________________________________________________
 CS3209* NAD 83(1993)-  32 45 04.98655(N)    096 31 51.96439(W)     ADJUSTED  
 CS3209* NAVD 88     -       134.84   (meters)     442.4    (feet)  GPS OBS   
 CS3209  ___________________________________________________________________
 CS3209  X           -    -610,744.263 (meters)                     COMP
 CS3209  Y           -  -5,334,686.248 (meters)                     COMP
 CS3209  Z           -   3,430,861.399 (meters)                     COMP
 CS3209  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 CS3209  ELLIP HEIGHT-         109.14  (meters)          (03/05/01) GPS OBS
 CS3209  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CS3209
 CS3209  HORZ ORDER  -  FIRST
 CS3209  ELLP ORDER  -  THIRD     CLASS II
 CS3209
 CS3209.This mark is at Phil L Hudson Muni (HQZ) Airport (HQZ)
 CS3209
 CS3209.The horizontal coordinates were established by GPS observations
 CS3209.and adjusted by the National Geodetic Survey in August 1996..
 CS3209
 CS3209.The orthometric height was determined by GPS observations and a
 CS3209.high-resolution geoid model.
 CS3209
 CS3209.GPS derived orthometric heights for airport stations designated as
 CS3209.PACS or SACS are published to 2 decimal places.  This maintains
 CS3209.centimeter relative accuracy between the PACS and SACS.  It does
 CS3209.not indicate centimeter accuracy relative to other marks which are
 CS3209.part of the NAVD 88 network.
 CS3209
 CS3209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3209
 CS3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3209
 CS3209.The ellipsoidal height was determined by GPS observations
 CS3209.and is referenced to NAD 83.
 CS3209
 CS3209.The geoid height was determined by GEOID03.
 CS3209
 CS3209;                    North         East     Units Scale Factor Converg.
 CS3209;SPC TXNC     - 2,122,013.133   784,482.442   MT  0.99988627   +1 04 25.8
 CS3209;SPC TXNC     - 6,961,971.42  2,573,756.15   sFT  0.99988627   +1 04 25.8
 CS3209;UTM  14      - 3,626,423.144   731,308.805   MT  1.00025978   +1 20 10.5
 CS3209
 CS3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3209!SPC TXNC     -   0.99998286  x   0.99988627  =   0.99986914
 CS3209!UTM  14      -   0.99998286  x   1.00025978  =   1.00024264
 CS3209
 CS3209:                Primary Azimuth Mark                     Grid Az
 CS3209:SPC TXNC     -  PHILPORT AZ MK                           179 48 47.0
 CS3209:UTM  14      -  PHILPORT AZ MK                           179 33 02.3
 CS3209
 CS3209|---------------------------------------------------------------------|
 CS3209| PID    Reference Object                     Distance      Geod. Az  |
 CS3209|                                                           dddmmss.s |
 CS3209| CS3210 PHILPORT AZ MK                      APPROX. 0.8 KM 1805312.8 |
 CS3209| AB2810 GPS                                 436.598 METERS 3571051.8 |
 CS3209|---------------------------------------------------------------------|
 CS3209
 CS3209                          SUPERSEDED SURVEY CONTROL
 CS3209
 CS3209  ELLIP H (08/27/96)  109.29   (m)                       GP(       ) 3 2
 CS3209  NAD 83(1993)-  32 45 04.99165(N)    096 31 51.95960(W) AD(       ) 3
 CS3209  ELLIP H (02/16/96)  109.17   (m)                       GP(       ) 5 1
 CS3209  NAD 83(1993)-  32 45 04.99700(N)    096 31 51.94763(W) AD(       ) 3
 CS3209  ELLIP H (01/21/93)  109.02   (m)                       GP(       ) 4 2
 CS3209  NAD 83(1986)-  32 45 04.99700(N)    096 31 51.94763(W) AD(       ) 3
 CS3209  NAD 27      -  32 45 04.52784(N)    096 31 50.99676(W) AD(       ) 3
 CS3209  NGVD 29 (12/08/88)  135.0    (m)          443.     (f) GPS OBS        
 CS3209
 CS3209.Superseded values are not recommended for survey control.
 CS3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3209.See file dsdata.txt to determine how the superseded data were derived.
 CS3209
 CS3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3130926423(NAD 83)
 CS3209_MARKER: I = METAL ROD
 CS3209_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3209_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3209_STAMPING: PHILPORT 1987
 CS3209_MARK LOGO: NGS   
 CS3209_PROJECTION: FLUSH
 CS3209_MAGNETIC: I = MARKER IS A STEEL ROD
 CS3209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3209+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 CS3209_ROD/PIPE-DEPTH: 6.7  meters
 CS3209_SLEEVE-DEPTH  : 0.76 meters
 CS3209
 CS3209  HISTORY     - Date     Condition        Report By
 CS3209  HISTORY     - 1987     MONUMENTED       NGS
 CS3209  HISTORY     - 19880226 GOOD
 CS3209  HISTORY     - 19941220 GOOD             NGS
 CS3209  HISTORY     - 20030602 GOOD             TX1730
 CS3209
 CS3209                          STATION DESCRIPTION
 CS3209
 CS3209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3209'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF MESQUITE, AT THE
 CS3209'PHIL L. HUDSON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MESQUITE C/O
 CS3209'ROBERT PORTER, P.O. BOX 137 MESQUITE, TX 75149. TELEPHONE
 CS3209'NUMBER214-222-8536.
 CS3209'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CS3209'STATE HIGHWAY 352 IN MESQUITE.  GO WEST ON STATE HIGHWAY 352 FOR 3.1
 CS3209'KM (1.95 MI) TO PIONEER ROAD ON THE RIGHT, JUST PASS A HIGHWAY BRIDGE
 CS3209'OVER A RAILROAD.  TURN RIGHT ON PIONEER ROAD FOR 0.2 KM (0.10 MI) TO
 CS3209'A T-ROAD.  TURN RIGHT AND GO EAST ON SCYENE ROAD FOR 5.0 KM (3.10 MI)
 CS3209'TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE AIRPORT
 CS3209'ENTRANCE ROAD FOR 0.6 KM (0.35 MI) TO A CONCRETE DRIVE ON THE LEFT.
 CS3209'TURN LEFT FOR 0.2 KM (0.10 MI) TO THE AIRPORT OFFICE BUILDING ON THE
 CS3209'RIGHT.  CONTINUE AHEAD FOR ABOUT 30 M (98.4 FT) TO THE TAXIWAY.
 CS3209'TURNRIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 CS3209'LEFT.
 CS3209'THE STATION MARK IS SET 71.4 WEST OF THE CENTERLINE OF THE RUNWAY,
 CS3209'20.0 M (65.6 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 18.7 M
 CS3209'(61.4 FT) SOUTH OF THE CENTERLINE OF THE CROSSOVER, AND 0.3 M (1.0
 CS3209'FT)WEST OF A WITNESS POST.
 CS3209'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3209'DESCRIBED BY B.L.L.
 CS3209
 CS3209                          STATION RECOVERY (1988)
 CS3209
 CS3209'RECOVERED 1988
 CS3209'RECOVERED IN GOOD CONDITION.
 CS3209
 CS3209                          STATION RECOVERY (1994)
 CS3209
 CS3209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS3209'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF MESQUITE, AT THE
 CS3209'PHIL L.  HUDSON MUNICIPAL AIRPORT, IN GRASS IN THE SOUTHEAST QUADRANT
 CS3209'OF THE JUNCTION OF THE PARALLEL TAXI AND THE FIRST CONNECTOR TAXI
 CS3209'SOUTH OF RUNWAY END 17.  OWNERSHIP--CITY OF MESQUITE.  AIRPORT MANAGER
 CS3209'IS HARRY FILBEY, 1130 HUDSON AIRPORT BOULEVARD NUMBER 100, MESQUITE,
 CS3209'TX 75181.  PHONE 214-222-8536.  CONTACT HIM ONE DAY IN ADVANCE FOR
 CS3209'PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE JUNCTION OF
 CS3209'INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 352 IN MESQUITE, GO SOUTHWEST
 CS3209'ON HIGHWAY 352 FOR 3.1 KM (1.90 MI) TO PIONEER ROAD ON THE RIGHT.
 CS3209'TURN RIGHT, NORTH, ON PIONEER ROAD FOR 0.2 KM (0.10 MI) TO THE
 CS3209'T-JUNCTION OF SCYENE ROAD.  TURN RIGHT, EAST, ON SCYENE ROAD FOR 6.9
 CS3209'KM (4.30 MI) TO HUDSON AIRPORT BOULEVARD ON THE RIGHT.  TURN RIGHT,
 CS3209'SOUTH, ON HUDSON AIRPORT BOULEVARD FOR 0.6 KM (0.35 MI) TO A CONCRETE
 CS3209'DRIVE ON THE LEFT.  TURN LEFT, EAST FOR 0.08 KM (0.05 MI) TO THE
 CS3209'AIRPORT OFFICE BUILDING ON THE RIGHT AND A GATE.  CONTINUE AHEAD,
 CS3209'EAST, PASSING THROUGH THE GATE FOR ABOUT 0.08 KM (0.05 MI) TO THE
 CS3209'TAXI.  TURN RIGHT, SOUTH, FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 CS3209'LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 CS3209'IN A 2.5 CM GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A
 CS3209'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS SET
 CS3209'71.4 WEST OF THE CENTER OF THE RUNWAY, 20.0 M (65.6 FT) EAST OF THE
 CS3209'CENTERLINE OF THE TAXI, 18.7 M (61.4 FT) SOUTH OF THE CENTER OF
 CS3209'CONNECTOR TAXI D, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST. DESCRIBED
 CS3209'BY D.G.  AUG
 CS3209
 CS3209                          STATION RECOVERY (2003)
 CS3209
 CS3209'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS3209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3210 ***********************************************************************
 CS3210  DESIGNATION -  PHILPORT AZ MK
 CS3210  PID         -  CS3210
 CS3210  STATE/COUNTY-  TX/DALLAS
 CS3210  USGS QUAD   -  SEAGOVILLE (1973)
 CS3210
 CS3210                         *CURRENT SURVEY CONTROL
 CS3210  ___________________________________________________________________
 CS3210* NAD 83(1993)-  32 44 40.54616(N)    096 31 52.41208(W)     ADJUSTED  
 CS3210* NAVD 88     -       134.0    (meters)     440.     (feet)  GPS OBS   
 CS3210  ___________________________________________________________________
 CS3210  X           -    -610,802.089 (meters)                     COMP
 CS3210  Y           -  -5,335,088.878 (meters)                     COMP
 CS3210  Z           -   3,430,227.712 (meters)                     COMP
 CS3210  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 CS3210  ELLIP HEIGHT-         108.32  (meters)          (03/05/01) GPS OBS
 CS3210  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CS3210
 CS3210  HORZ ORDER  -  FIRST
 CS3210  ELLP ORDER  -  THIRD     CLASS II
 CS3210
 CS3210.This mark is at Phil L Hudson Muni (HQZ) Airport (HQZ)
 CS3210
 CS3210.The horizontal coordinates were established by GPS observations
 CS3210.and adjusted by the National Geodetic Survey in August 1996..
 CS3210
 CS3210.The orthometric height was determined by GPS observations and a
 CS3210.high-resolution geoid model.
 CS3210
 CS3210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3210
 CS3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3210
 CS3210.The ellipsoidal height was determined by GPS observations
 CS3210.and is referenced to NAD 83.
 CS3210
 CS3210.The geoid height was determined by GEOID03.
 CS3210
 CS3210;                    North         East     Units Scale Factor Converg.
 CS3210;SPC TXNC     - 2,121,260.233   784,484.899   MT  0.99988689   +1 04 25.5
 CS3210;SPC TXNC     - 6,959,501.28  2,573,764.21   sFT  0.99988689   +1 04 25.5
 CS3210;UTM  14      - 3,625,669.982   731,314.711   MT  1.00025982   +1 20 09.4
 CS3210
 CS3210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3210!SPC TXNC     -   0.99998299  x   0.99988689  =   0.99986989
 CS3210!UTM  14      -   0.99998299  x   1.00025982  =   1.00024281
 CS3210
 CS3210:                Primary Azimuth Mark                     Grid Az
 CS3210:SPC TXNC     -  PHILPORT                                 359 48 47.0
 CS3210:UTM  14      -  PHILPORT                                 359 33 03.1
 CS3210
 CS3210|---------------------------------------------------------------------|
 CS3210| PID    Reference Object                     Distance      Geod. Az  |
 CS3210|                                                           dddmmss.s |
 CS3210| CS3209 PHILPORT                            APPROX. 0.8 KM 0005312.5 |
 CS3210|---------------------------------------------------------------------|
 CS3210
 CS3210                          SUPERSEDED SURVEY CONTROL
 CS3210
 CS3210  ELLIP H (08/27/96)  108.47   (m)                       GP(       ) 3 2
 CS3210  NAD 83(1993)-  32 44 40.55030(N)    096 31 52.40704(W) AD(       ) 3
 CS3210  ELLIP H (02/16/96)  108.36   (m)                       GP(       ) 5 1
 CS3210  NAD 83(1986)-  32 44 40.55565(N)    096 31 52.39507(W) AD(       ) 3
 CS3210  NAD 27      -  32 44 40.08588(N)    096 31 51.44429(W) AD(       ) 3
 CS3210  NGVD 29 (12/08/88)  134.2    (m)          440.     (f) GPS OBS        
 CS3210
 CS3210.Superseded values are not recommended for survey control.
 CS3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3210.See file dsdata.txt to determine how the superseded data were derived.
 CS3210
 CS3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3131525670(NAD 83)
 CS3210_MARKER: I = METAL ROD
 CS3210_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3210_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3210_STAMPING: PHILPORT AZ MK 1987
 CS3210_MARK LOGO: NGS   
 CS3210_PROJECTION: FLUSH
 CS3210_MAGNETIC: I = MARKER IS A STEEL ROD
 CS3210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3210+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 CS3210_ROD/PIPE-DEPTH: 6.4  meters
 CS3210_SLEEVE-DEPTH  : 0.76 meters
 CS3210
 CS3210  HISTORY     - Date     Condition        Report By
 CS3210  HISTORY     - 1987     MONUMENTED       NGS
 CS3210  HISTORY     - 19880226 GOOD
 CS3210  HISTORY     - 19941220 GOOD             NGS
 CS3210
 CS3210                          STATION DESCRIPTION
 CS3210
 CS3210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3210'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF MESQUITE, AT THE
 CS3210'PHIL L. HUDSON MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF MESQUITE C/O
 CS3210'ROBERT PORTER, P.O. BOX 137 MESQUITE, TX 75149.  TELEPHONE
 CS3210'NUMBER214-222-8536.
 CS3210'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CS3210'STATE HIGHWAY 352 IN MESQUITE.  GO WEST ON STATE HIGHWAY 352 FOR 3.1
 CS3210'KM (1.95 MI) TO PIONEER ROAD ON THE RIGHT, JUST PAST A HIGHWAY BRIDGE
 CS3210'OVER A RAILROAD.  TURN RIGHT ON PIONEER ROAD FOR 0.2 KM (0.10 MI) TO
 CS3210'A T-ROAD.  TURN RIGHT AND GO EAST ON SCYENE ROAD FOR 5.0 KM (3.10 MI)
 CS3210'TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE AIRPORT
 CS3210'ENTRANCE ROAD FOR 0.6 KM (0.35 MI) TO A CONCRETE DRIVE ON THE LEFT.
 CS3210'TURN LEFT FOR 0.2 KM (0.10 MI) TO THE AIRPORT OFFICE BUILDING ON THE
 CS3210'RIGHT.  CONTINUE AHEAD AND GO EAST TO A TAXIWAY. TURN RIGHT AND GO
 CS3210'SOUTH ON THE TAXIWAY FOR 0.8 KM (0.50 MI) TO THE MARK ON THE LEFT,
 CS3210'ONTHE NORTH SIDE OF A RUNWAY-TAXIWAY CONNECTOR.
 CS3210'THE MARK IS SET 71.5 M (234.6 FT) WEST OF THE CENTERLINE OF THE
 CS3210'RUNWAY, 20.0 M (65.6 FT) EAST OF THE CENTERLINE OF THE TAXIWAY, 19.1
 CS3210'M (62.7 FT) NORTH OF THE CENTERLINE OF THE CONNECTOR, AND 0.3 M
 CS3210'(1.0 FT) WEST OF A WITNESS POST.
 CS3210'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP
 CS3210'DESCRIBED BY V.L.F.
 CS3210
 CS3210                          STATION RECOVERY (1988)
 CS3210
 CS3210'RECOVERED 1988
 CS3210'RECOVERED IN GOOD CONDITION.
 CS3210
 CS3210                          STATION RECOVERY (1994)
 CS3210
 CS3210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS3210'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF MESQUITE, AT THE
 CS3210'PHIL L.  HUDSON MUNICIPAL AIRPORT, IN GRASS IN THE NORTHEAST QUADRANT
 CS3210'OF THE JUNCTION OF THE PARALLEL TAXI AND THE FIRST CONNECTOR TAXI
 CS3210'NORTH OF RUNWAY END 35.  OWNERSHIP--CITY OF MESQUITE.  AIRPORT MANAGER
 CS3210'IS HARRY FILBEY, 1130 HUDSON AIRPORT BOULEVARD NUMBER 100, MESQUITE,
 CS3210'TX 75181.  PHONE 214-222-8536.  CONTACT HIM ONE DAY IN ADVANCE FOR
 CS3210'PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE JUNCTION OF
 CS3210'INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 352 IN MESQUITE, GO SOUTHWEST
 CS3210'ON HIGHWAY 352 FOR 3.1 KM (1.90 MI) TO PIONEER ROAD ON THE RIGHT.
 CS3210'TURN RIGHT, NORTH, ON PIONEER ROAD FOR 0.2 KM (0.10 MI) TO THE
 CS3210'T-JUNCTION OF SCYENE ROAD.  TURN RIGHT, EAST, ON SCYENE ROAD FOR 6.9
 CS3210'KM (4.30 MI) TO HUDSON AIRPORT BOULEVARD ON THE RIGHT.  TURN RIGHT,
 CS3210'SOUTH, ON HUDSON AIRPORT BOULEVARD FOR 0.6 KM (0.35 MI) TO A CONCRETE
 CS3210'DRIVE ON THE LEFT.  TURN LEFT, EAST FOR 0.08 KM (0.05 MI) TO THE
 CS3210'AIRPORT OFFICE BUILDING ON THE RIGHT AND A GATE.  CONTINUE AHEAD,
 CS3210'EAST, PASSING THROUGH THE GATE FOR ABOUT 0.08 KM (0.05 MI) TO THE
 CS3210'TAXI.  TURN RIGHT, SOUTH, FOR 0.8 KM (0.50 MI) TO THE STATION ON THE
 CS3210'LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 CS3210'IN A 2.5 CM GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A
 CS3210'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS SET
 CS3210'71.5 WEST OF THE CENTER OF THE RUNWAY, 20.0 M (65.6 FT) EAST OF THE
 CS3210'CENTERLINE OF THE TAXI, 19.9 M (65.3 FT) NORTH OF THE CENTER OF THE
 CS3210'CONNECTOR TAXI, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0650 ***********************************************************************
 DP0650  DESIGNATION -  PHONE ET
 DP0650  PID         -  DP0650
 DP0650  STATE/COUNTY-  TX/LYNN
 DP0650  USGS QUAD   -  DOUBLE LAKES (1969)
 DP0650
 DP0650                         *CURRENT SURVEY CONTROL
 DP0650  ___________________________________________________________________
 DP0650* NAD 83(1993)-  33 10 00.27145(N)    101 57 48.10037(W)     ADJUSTED  
 DP0650* NAVD 88     -       976.4    (meters)    3203.     (feet)  VERTCON   
 DP0650  ___________________________________________________________________
 DP0650  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DP0650  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 DP0650
 DP0650  HORZ ORDER  -  SECOND
 DP0650
 DP0650.The horizontal coordinates were established by classical geodetic methods
 DP0650.and adjusted by the National Geodetic Survey in February 1996..
 DP0650
 DP0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0650
 DP0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0650
 DP0650.The geoid height was determined by GEOID03.
 DP0650
 DP0650;                    North         East     Units Scale Factor Converg.
 DP0650;SPC TXNC     - 2,171,667.197   277,046.945   MT  0.99987463   -1 53 20.0
 DP0650;SPC TXNC     - 7,124,878.13    908,944.85   sFT  0.99987463   -1 53 20.0
 DP0650;UTM  14      - 3,673,684.058   223,647.185   MT  1.00054173   -1 37 20.0
 DP0650;UTM  13      - 3,673,880.061   783,188.984   MT  1.00058890   +1 39 44.6
 DP0650
 DP0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0650!SPC TXNC     -   0.99985053  x   0.99987463  =   0.99972518
 DP0650!UTM  14      -   0.99985053  x   1.00054173  =   1.00039218
 DP0650!UTM  13      -   0.99985053  x   1.00058890  =   1.00043935
 DP0650
 DP0650|---------------------------------------------------------------------|
 DP0650| PID    Reference Object                     Distance      Geod. Az  |
 DP0650|                                                           dddmmss.s |
 DP0650| CJ7305 PHONE ET RM 1                        13.469 METERS 09019     |
 DP0650| DQ0710 GIN ET                              APPROX. 6.4 KM 2701534.8 |
 DP0650| CJ7306 PHONE ET RM 2                        11.896 METERS 27022     |
 DP0650|---------------------------------------------------------------------|
 DP0650
 DP0650                          SUPERSEDED SURVEY CONTROL
 DP0650
 DP0650  NAD 83(1986)-  33 10 00.27970(N)    101 57 48.09229(W) AD(       ) 2
 DP0650  NAD 27      -  33 09 59.95360(N)    101 57 46.50440(W) AD(       ) 2
 DP0650  NGVD 29 (07/19/86)  976.0    (m)         3202.     (f) VERT ANG       
 DP0650
 DP0650.Superseded values are not recommended for survey control.
 DP0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0650.See file dsdata.txt to determine how the superseded data were derived.
 DP0650
 DP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2364773684(NAD 83)
 DP0650_MARKER: DD = SURVEY DISK
 DP0650_SETTING: 0 = UNSPECIFIED SETTING
 DP0650
 DP0650  HISTORY     - Date     Condition        Report By
 DP0650  HISTORY     - 1968     MONUMENTED       USGS
 DP0650
 DP0650                          STATION DESCRIPTION
 DP0650
 DP0650'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DP0650'THE STATION IS LOCATED SOUTH 88 DEG EAST ABOUT 18.5 MILES OF
 DP0650'THE COURTHOUSE AT BROWNFIELD, TEXAS OR 9.7 MILES WEST OF TAHOKA,
 DP0650'TEXAS ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 380.  THE
 DP0650'STATION IS 43 FEET SOUTH OF THE HIGHWAY AND 22 FEET EAST OF A
 DP0650'GRADED ROAD NORTH ON THE WEST SIDE OF A SMALL PHONE BUILDING.
 DP0650'THE STATION IS 7 FEET NORTH OF RIGHT-OF-WAY FENCE, 3 FEET HIGHER
 DP0650'THAN T-RD. NORTH.
 DP0650'
 DP0650'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 380 IN
 DP0650'TAHOKA, GO 9.7 MILES WEST ON U.S. HIGHWAY 380 TO THE STATION
 DP0650'SITE ON THE LEFT.
 DP0650'
 DP0650'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 DP0650'ROD DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG
 DP0650'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 DP0650'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED PHONE
 DP0650'ET 1968.
 DP0650'
 DP0650'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 43 FEET SOUTH OF
 DP0650'THE HIGHWAY AND 66 FEET EAST OF T-RD. NORTH.  A USGS BRONZE
 DP0650'REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A
 DP0650'DEPTH OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 DP0650'DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS
 DP0650'FLUSH WITH THE GROUND AND STAMPED PHONE ET 1968 NO. 1.
 DP0650'
 DP0650'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 43 FEET SOUTH OF
 DP0650'THE HIGHWAY AND 17 FEET WEST OF T-RD. NORTH.  A USGS BRONZE
 DP0650'REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO
 DP0650'REFUSAL (5 FEET), CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 DP0650'DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS
 DP0650'FLUSH WITH GROUND AND STAMPED PHONE ET 1968-NO. 2.
 DP0650'
 DP0650'STATION GIN ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 DP0650'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7838 ***********************************************************************
 AJ7838  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7838  DESIGNATION -  PHR-RRP CORS ARP
 AJ7838  CORS_ID     -  PHAR
 AJ7838  PID         -  AJ7838
 AJ7838  STATE/COUNTY-  TX/HIDALGO
 AJ7838  USGS QUAD   -  PHARR (1983)
 AJ7838
 AJ7838                         *CURRENT SURVEY CONTROL
 AJ7838  ___________________________________________________________________
 AJ7838* NAD 83(CORS)-  26 12 30.52939(N)    098 11 21.29387(W)     ADJUSTED  
 AJ7838* NAVD 88     -                                                        
 AJ7838  ___________________________________________________________________
 AJ7838  EPOCH DATE  -        2002.00
 AJ7838  X           -    -815,654.587 (meters)                     COMP
 AJ7838  Y           -  -5,667,784.461 (meters)                     COMP
 AJ7838  Z           -   2,799,810.663 (meters)                     COMP
 AJ7838  ELLIP HEIGHT-          16.59  (meters)          (03/??/02) GPS OBS
 AJ7838  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AJ7838
 AJ7838  HORZ ORDER  -  SPECIAL (CORS)
 AJ7838  ELLP ORDER  -  SPECIAL (CORS)
 AJ7838
 AJ7838.ITRF positions are available for this station.
 AJ7838.The coordinates were established by GPS observations
 AJ7838.and adjusted by the National Geodetic Survey in March 2002..
 AJ7838.The coordinates are valid at the epoch date displayed above.
 AJ7838.The epoch date for horizontal control is a decimal equivalence
 AJ7838.of Year/Month/Day.
 AJ7838
 AJ7838
 AJ7838.The PID for the CORS L1 Phase Center is AJ7839.
 AJ7838
 AJ7838.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7838
 AJ7838.The ellipsoidal height was determined by GPS observations
 AJ7838.and is referenced to NAD 83.
 AJ7838
 AJ7838.The geoid height was determined by GEOID03.
 AJ7838
 AJ7838;                    North         East     Units Scale Factor Converg.
 AJ7838;SPC TX S     - 5,060,068.333   331,056.280   MT  0.99998973   +0 08 27.9
 AJ7838;SPC TX S     -16,601,240.86  1,086,140.48   sFT  0.99998973   +0 08 27.9
 AJ7838
 AJ7838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7838!SPC TX S     -   0.99999739  x   0.99998973  =   0.99998712
 AJ7838
 AJ7838                          SUPERSEDED SURVEY CONTROL
 AJ7838
 AJ7838  NAD 83(CORS)-  26 12 30.52938(N)    098 11 21.29387(W) AD(1997.00) c
 AJ7838  ELLIP H (02/??/02)   16.59   (m)                       GP(1997.00) c c
 AJ7838
 AJ7838.Superseded values are not recommended for survey control.
 AJ7838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7838.See file dsdata.txt to determine how the superseded data were derived.
 AJ7838
 AJ7838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8099699025(NAD 83)
 AJ7838_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7838
 AJ7838                          STATION DESCRIPTION
 AJ7838
 AJ7838'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ7838'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7838'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7838'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7838'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7838'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0316 ***********************************************************************
 AM0316  DESIGNATION -  PI 20
 AM0316  PID         -  AM0316
 AM0316  STATE/COUNTY-  TX/BRAZORIA
 AM0316  USGS QUAD   -  JONES CREEK (1974)
 AM0316
 AM0316                         *CURRENT SURVEY CONTROL
 AM0316  ___________________________________________________________________
 AM0316* NAD 83(1986)-  28 52 37.     (N)    095 28 06.     (W)     SCALED    
 AM0316* NAVD 88     -         1.43   (+/-2cm)       4.7    (feet)  VERTCON   
 AM0316  ___________________________________________________________________
 AM0316  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0316
 AM0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0316
 AM0316.The horizontal coordinates were scaled from a topographic map and have
 AM0316.an estimated accuracy of +/- 6 seconds.
 AM0316
 AM0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0316.The vertical order pertains to the NGVD 29 superseded value.
 AM0316
 AM0316.The geoid height was determined by GEOID03.
 AM0316
 AM0316;                    North         East    Units  Estimated Accuracy
 AM0316;SPC TXSC     - 4,120,860.      944,440.      MT  (+/- 180 meters Scaled)
 AM0316
 AM0316                          SUPERSEDED SURVEY CONTROL
 AM0316
 AM0316  NGVD 29 (??/??/92)    1.456  (m)            4.78   (f) ADJ UNCH    2 0
 AM0316
 AM0316.Superseded values are not recommended for survey control.
 AM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0316.See file dsdata.txt to determine how the superseded data were derived.
 AM0316
 AM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM592968(NAD 83)
 AM0316_MARKER: DD = SURVEY DISK
 AM0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0316_STAMPING: PI 20
 AM0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0316+STABILITY: SURFACE MOTION
 AM0316
 AM0316  HISTORY     - Date     Condition        Report By
 AM0316  HISTORY     - UNK      MONUMENTED       DOD
 AM0316  HISTORY     - 1942     GOOD             NGS
 AM0316  HISTORY     - 1963     MARK NOT FOUND   USGS
 AM0316
 AM0316                          STATION DESCRIPTION
 AM0316
 AM0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AM0316'14.45 MI SE FROM CEDAR LAKE.
 AM0316'IN BRAZORIA COUNTY, 14.45 MILES SOUTHEAST OF CEDAR LAKE, MATAGORDA
 AM0316'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 AM0316'4.9 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 7.4 MILES SOUTHEAST
 AM0316'ALONG ANOTHER COUNTY ROAD, AND THENCE 2.2 MILES SOUTHEAST ALONG MOUTH
 AM0316'SAN BERNARD RIVER ROAD.  IT IS 0.7 MILE SOUTHEAST OF A WINDMILL AND A
 AM0316'CONCRETE WATER TANK, 350 FEET SOUTHWEST OF THE BANK OF SAN BERNARD
 AM0316'RIVER, 47 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH
 AM0316'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A CORPS OF
 AM0316'ENGINEERS, US ARMY, STANDARD DISK, STAMPED PI 20 AND SET IN THE TOP OF
 AM0316'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AM0316
 AM0316                          STATION RECOVERY (1963)
 AM0316
 AM0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AM0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0195 ***********************************************************************
 AB0195  DESIGNATION -  PI 274
 AB0195  PID         -  AB0195
 AB0195  STATE/COUNTY-  TX/WILLACY
 AB0195  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0195
 AB0195                         *CURRENT SURVEY CONTROL
 AB0195  ___________________________________________________________________
 AB0195* NAD 83(1993)-  26 33 23.84386(N)    097 25 47.15998(W)     ADJUSTED  
 AB0195* NAVD 88     -         1.460  (meters)       4.79   (feet)  ADJUSTED  
 AB0195  ___________________________________________________________________
 AB0195  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB0195  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB0195  DYNAMIC HT  -           1.458 (meters)       4.78  (feet)  COMP
 AB0195  MODELED GRAV-     979,077.0   (mgal)                       NAVD 88
 AB0195
 AB0195  HORZ ORDER  -  SECOND
 AB0195  VERT ORDER  -  SECOND    CLASS 0
 AB0195
 AB0195.The horizontal coordinates were established by classical geodetic methods
 AB0195.and adjusted by the National Geodetic Survey in February 1996..
 AB0195
 AB0195.The orthometric height was determined by differential leveling
 AB0195.and adjusted by the National Geodetic Survey in June 1991..
 AB0195
 AB0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0195
 AB0195.The geoid height was determined by GEOID03.
 AB0195
 AB0195.The dynamic height is computed by dividing the NAVD 88
 AB0195.geopotential number by the normal gravity value computed on the
 AB0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0195.degrees latitude (g = 980.6199 gals.).
 AB0195
 AB0195.The modeled gravity was interpolated from observed gravity values.
 AB0195
 AB0195;                    North         East     Units Scale Factor Converg.
 AB0195;SPC TX S     - 5,099,052.572   406,630.011   MT  0.99992467   +0 29 09.2
 AB0195;SPC TX S     -16,729,141.65  1,334,085.29   sFT  0.99992467   +0 29 09.2
 AB0195;UTM  14      - 2,938,287.102   656,409.167   MT  0.99990203   +0 42 07.8
 AB0195
 AB0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0195!SPC TX S     -   1.00000337  x   0.99992467  =   0.99992804
 AB0195!UTM  14      -   1.00000337  x   0.99990203  =   0.99990540
 AB0195
 AB0195|---------------------------------------------------------------------|
 AB0195| PID    Reference Object                     Distance      Geod. Az  |
 AB0195|                                                           dddmmss.s |
 AB0195| AB0197 LEGION RESET                        328.851 METERS 04358     |
 AB0195| AB0194 PC 273                              328.315 METERS 20035     |
 AB0195| AB1420 PT 275 USE 1939                     327.864 METERS 33636     |
 AB0195|---------------------------------------------------------------------|
 AB0195
 AB0195                          SUPERSEDED SURVEY CONTROL
 AB0195
 AB0195  NAD 83(1986)-  26 33 23.85793(N)    097 25 47.12456(W) AD(       ) 2
 AB0195  NAD 27      -  26 33 22.62300(N)    097 25 46.19300(W) AD(       ) 2
 AB0195  NGVD 29 (??/??/92)    1.527  (m)            5.01   (f) ADJ UNCH    2 0
 AB0195
 AB0195.Superseded values are not recommended for survey control.
 AB0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0195.See file dsdata.txt to determine how the superseded data were derived.
 AB0195
 AB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5640938287(NAD 83)
 AB0195_MARKER: DD = SURVEY DISK
 AB0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0195_STAMPING: P. I. 274 1932
 AB0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0195+STABILITY: SURFACE MOTION
 AB0195
 AB0195  HISTORY     - Date     Condition        Report By
 AB0195  HISTORY     - 1939     MONUMENTED       USE
 AB0195  HISTORY     - 1942     GOOD             CGS
 AB0195  HISTORY     - 1942     GOOD             NGS
 AB0195  HISTORY     - 1950     MARK NOT FOUND   CGS
 AB0195  HISTORY     - 1950     MARK NOT FOUND   NGS
 AB0195
 AB0195                          STATION DESCRIPTION
 AB0195
 AB0195'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AB0195'STATION IS LOCATED ABOUT 22-1/2 MILES N OF E FROM RAYMONDVILLE
 AB0195'AT VILLAGE OF RED FISH BAY, ON PROPERTY OWNED BY AMERICAN
 AB0195'LEGION (ALL PROPERTY OCCUPIED BY VILLAGE OUTSIDE OF SAUZ
 AB0195'RANCH FENCES IS OWNED BY AMERICAN LEGION) ABOUT 0.3 MILE
 AB0195'W OF SHORE OF LAGUNA MADRE, ABOUT 183 FEET S OF ROAD, AND ABOUT
 AB0195'230 FEET S OF SAUZ RANCH FENCE LINE, 328.9 METERS FROM STATION
 AB0195'LEGION.
 AB0195'
 AB0195'ALL MARKS ARE STANDARD U.S.E.D. DISKS (GALVESTON OFFICE) SET
 AB0195'IN 8-INCH CONCRETE POSTS WITH BEVELED CORNERS, AND PROJECT
 AB0195'6 INCHES ABOVE GROUND.
 AB0195'
 AB0195'REACHED FROM RAYMONDVILLE AS FOLLOWS--FROM THE RAILROAD STATION
 AB0195'GO E ON THE RED FISH BAY ROAD 9 MILES TO A PAVED ROAD LEADING
 AB0195'N TO SAN PERLITA, CONTINUE E AND N ON PAVED AND DIRT ROAD
 AB0195'3.4 MILES TO A PAVED ROAD LEADING E AND N, TURN RIGHT (E), AND
 AB0195'FOLLOW PAVED AND DIRT ROAD 12.5 MILES TO THE END OF ROAD
 AB0195'AND STATION.
 AB0195
 AB0195                          STATION RECOVERY (1942)
 AB0195
 AB0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AB0195'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AB0195'CONDITION.
 AB0195'
 AB0195'STATION IS ON THE PROPERTY OF THE AMERICAN LEGION, ABOUT 329
 AB0195'METERS SW OF TRIANGULATION STATION LEGION, 230 FEET E OF AN
 AB0195'ANGLE IN SAUZ RANCH FENCE LINE, ABOUT 183 FEET S OF THE CENTER
 AB0195'LINE OF THE ROAD AND 3.0 FEET E OF A 4- BY 4-INCH WOODEN MARKER
 AB0195'POST.  IT IS A U.S.E. DISK SET IN CONCRETE POST PROJECTING
 AB0195'0.8 FOOT.  IT IS STAMPED P.I. 274 1932.
 AB0195
 AB0195                          STATION RECOVERY (1942)
 AB0195
 AB0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AB0195'24.8 MI E FROM RAYMONDVILLE.
 AB0195'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0195'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0195'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0195'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0195'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 9.5 MILES TO A SHARP TURN
 AB0195'TO THE NORTH, TURN NORTH (LEFT) AND GO 3.3 MILES TO SITE OF BENCH
 AB0195'MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST OF THE SHORE OF LAGUNA MADRE,
 AB0195'NEAR THE VILLAGE OF REDFISH BAY ON PROPERTY OWNED BY THE AMERICAN
 AB0195'LEGION, ABOUT 329.0 METERS SOUTHWEST OF TRIANGULATION STATION LEGION,
 AB0195'ABOUT 230.0 FEET EAST OF AN ANGLE IN THE SAUZ RANCH FENCE, ABOUT 183.0
 AB0195'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A 4 BY 4
 AB0195'INCH WOODEN MARKER POST.
 AB0195
 AB0195                          STATION RECOVERY (1950)
 AB0195
 AB0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB0195'STATION NOT RECOVERED.  THE AREA WAS SEARCHED BUT THE STATION
 AB0195'WAS NOT FOUND.  THE AREA HAS BEEN COVERED BY SPOIL DREDGED OUT
 AB0195'OF THE HARBOR AT PORT MANSFIELD, AND IT IS BELIEVED THE
 AB0195'STATION WAS BURIED UNDER THE SPOIL.
 AB0195
 AB0195                          STATION RECOVERY (1950)
 AB0195
 AB0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0312 ***********************************************************************
 AM0312  DESIGNATION -  PI 52
 AM0312  PID         -  AM0312
 AM0312  STATE/COUNTY-  TX/BRAZORIA
 AM0312  USGS QUAD   -  JONES CREEK (1974)
 AM0312
 AM0312                         *CURRENT SURVEY CONTROL
 AM0312  ___________________________________________________________________
 AM0312* NAD 83(1986)-  28 53 57.     (N)    095 29 38.     (W)     SCALED    
 AM0312* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 AM0312  ___________________________________________________________________
 AM0312  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AM0312
 AM0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0312
 AM0312.The horizontal coordinates were scaled from a topographic map and have
 AM0312.an estimated accuracy of +/- 6 seconds.
 AM0312
 AM0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0312.The vertical order pertains to the NGVD 29 superseded value.
 AM0312
 AM0312.The geoid height was determined by GEOID03.
 AM0312
 AM0312;                    North         East    Units  Estimated Accuracy
 AM0312;SPC TXSC     - 4,123,250.      941,880.      MT  (+/- 180 meters Scaled)
 AM0312
 AM0312                          SUPERSEDED SURVEY CONTROL
 AM0312
 AM0312  NGVD 29 (??/??/92)    2.000  (m)            6.56   (f) ADJ UNCH    2 0
 AM0312
 AM0312.Superseded values are not recommended for survey control.
 AM0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0312.See file dsdata.txt to determine how the superseded data were derived.
 AM0312
 AM0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM568993(NAD 83)
 AM0312_MARKER: DD = SURVEY DISK
 AM0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0312_STAMPING: PI 52
 AM0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0312+STABILITY: SURFACE MOTION
 AM0312
 AM0312  HISTORY     - Date     Condition        Report By
 AM0312  HISTORY     - UNK      MONUMENTED       DOD
 AM0312  HISTORY     - 1942     GOOD             NGS
 AM0312
 AM0312                          STATION DESCRIPTION
 AM0312
 AM0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AM0312'12.45 MI SE FROM CEDAR LAKE.
 AM0312'IN BRAZORIA COUNTY, 12.45 MILES SOUTHEAST OF CEDAR LAKE, MATAGORDA
 AM0312'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 AM0312'4.9 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 7.4 MILES SOUTHEAST
 AM0312'ALONG ANOTHER COUNTY ROAD, AND THENCE 0.2 MILE NORTHEAST ALONG A ROAD.
 AM0312'IT IS 625 FEET NORTHEAST OF THE CENTERLINE OF THE COUNTY ROAD AT A
 AM0312'CURVE, 247 FEET WEST OF THE BANK OF SAN BERNARD RIVER, 375 FEET
 AM0312'SOUTHWEST OF A HOUSE, 37 FEET NORTHWEST OF A GALVANIZED-IRON PIPE
 AM0312'CULVERT FOR A DRAINAGE DITCH UNDER THE DRIVEWAY TO THE HOUSE, 26 FEET
 AM0312'SOUTH OF A FENCE, 9 FEET NORTH OF THE NORTH EDGE OF THE DRAINAGE
 AM0312'DITCH, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A CORPS OF
 AM0312'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED PI 52 AND SET IN THE TOP
 AM0312'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0546 ***********************************************************************
 CR0546  DESIGNATION -  PICKENS
 CR0546  PID         -  CR0546
 CR0546  STATE/COUNTY-  TX/HENDERSON
 CR0546  USGS QUAD   -  STOCKARD (1984)
 CR0546
 CR0546                         *CURRENT SURVEY CONTROL
 CR0546  ___________________________________________________________________
 CR0546* NAD 83(1993)-  32 15 19.03926(N)    095 55 15.69276(W)     ADJUSTED  
 CR0546* NAVD 88     -       153.509  (meters)     503.64   (feet)  ADJUSTED  
 CR0546  ___________________________________________________________________
 CR0546  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CR0546  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0546  DYNAMIC HT  -         153.331 (meters)     503.05  (feet)  COMP
 CR0546  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 CR0546
 CR0546  HORZ ORDER  -  SECOND
 CR0546  VERT ORDER  -  SECOND    CLASS 0
 CR0546
 CR0546.The horizontal coordinates were established by classical geodetic methods
 CR0546.and adjusted by the National Geodetic Survey in February 1996..
 CR0546
 CR0546.The orthometric height was determined by differential leveling
 CR0546.and adjusted by the National Geodetic Survey in June 1991..
 CR0546
 CR0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0546
 CR0546.The geoid height was determined by GEOID03.
 CR0546
 CR0546.The dynamic height is computed by dividing the NAVD 88
 CR0546.geopotential number by the normal gravity value computed on the
 CR0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0546.degrees latitude (g = 980.6199 gals.).
 CR0546
 CR0546.The modeled gravity was interpolated from observed gravity values.
 CR0546
 CR0546;                    North         East     Units Scale Factor Converg.
 CR0546;SPC TXNC     - 2,068,256.393   842,985.665   MT  0.99996846   +1 24 23.6
 CR0546;SPC TXNC     - 6,785,604.52  2,765,695.47   sFT  0.99996846   +1 24 23.6
 CR0546;UTM  15      - 3,572,478.841   224,809.027   MT  1.00053401   -1 33 35.7
 CR0546;UTM  14      - 3,572,895.213   790,077.409   MT  1.00063781   +1 38 39.7
 CR0546
 CR0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0546!SPC TXNC     -   0.99997991  x   0.99996846  =   0.99994837
 CR0546!UTM  15      -   0.99997991  x   1.00053401  =   1.00051391
 CR0546!UTM  14      -   0.99997991  x   1.00063781  =   1.00061771
 CR0546
 CR0546|---------------------------------------------------------------------|
 CR0546| PID    Reference Object                     Distance      Geod. Az  |
 CR0546|                                                           dddmmss.s |
 CR0546| CR0547 PICKENS RM 1                         25.018 METERS 09127     |
 CR0546| CR1305 ATHENS MUNICIPAL TANK               APPROX. 8.5 KM 1281502.5 |
 CR0546| CR0548 PICKENS RM 2                         23.217 METERS 16244     |
 CR0546| CR0549 PICKENS AZ MK                                      2790133.2 |
 CR0546|---------------------------------------------------------------------|
 CR0546
 CR0546                          SUPERSEDED SURVEY CONTROL
 CR0546
 CR0546  NAD 83(1986)-  32 15 19.04696(N)    095 55 15.67678(W) AD(       ) 2
 CR0546  NAD 27      -  32 15 18.51100(N)    095 55 14.79600(W) AD(       ) 2
 CR0546  NGVD 29 (??/??/92)  153.518  (m)          503.67   (f) ADJ UNCH    2 0
 CR0546
 CR0546.Superseded values are not recommended for survey control.
 CR0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0546.See file dsdata.txt to determine how the superseded data were derived.
 CR0546
 CR0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR2480972479(NAD 83)
 CR0546_MARKER: DS = TRIANGULATION STATION DISK
 CR0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0546_STAMPING: PICKENS 1947
 CR0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0546+STABILITY: SURFACE MOTION
 CR0546
 CR0546  HISTORY     - Date     Condition        Report By
 CR0546  HISTORY     - 1947     MONUMENTED       CGS
 CR0546  HISTORY     - 1948     GOOD             NGS
 CR0546  HISTORY     - 1949     GOOD             CGS
 CR0546  HISTORY     - 1956     GOOD             CGS
 CR0546  HISTORY     - 1960     GOOD             CGS
 CR0546  HISTORY     - 1974     GOOD             TXHD
 CR0546  HISTORY     - 19780127 GOOD             USGS
 CR0546
 CR0546                          STATION DESCRIPTION
 CR0546
 CR0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CR0546'LOCATED ABOUT 5.25 MILES NORTHWEST OF ATHENS AND 7.5 MILES
 CR0546'NORTHEAST OF MALAKOFF, ON LAND OWNED BY MR. S.E. BAGGETT.
 CR0546'IT IS 85 FEET NORTH OF THE CENTER OF THE LANE LEADING INTO
 CR0546'THE FARMYARD, 108 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CR0546'THE FARMHOUSE, 12 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 CR0546'11 FEET WEST OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING
 CR0546'2 FEET.  IT IS STAMPED PICKENS 1947 AND PROJECTS 6 INCHES.
 CR0546'
 CR0546'REFERENCE MARK NO. 1 IS LOCATED IN THE FARMYARD 42 FEET NORTH
 CR0546'OF THE NORTHWEST CORNER OF THE FARMHOUSE, AND 6 FEET WEST
 CR0546'OF A TREE.  IT IS STAMPED PICKENS NO. 1 1947 AND IS FLUSH
 CR0546'WITH THE SURFACE OF THE GROUND.
 CR0546'
 CR0546'REFERENCE MARK NO. 2 IS 83 FEET WEST OF THE SOUTHWEST CORNER
 CR0546'OF THE FARMHOUSE, 9 FEET NORTH OF THE CENTER OF THE LANE
 CR0546'LEADING INTO THE FARMYARD AND 1 FOOT WEST OF A NORTH-SOUTH
 CR0546'FENCE LINE.  IT IS STAMPED PICKENS NO. 2 1947 AND IS FLUSH
 CR0546'WITH THE SURFACE OF THE GROUND.
 CR0546'
 CR0546'AZIMUTH MARK IS LOCATED ON THE RIGHT-OF-WAY, 49 FEET WEST OF
 CR0546'THE CENTER LINE OF U.S. HIGHWAY 175, 2 FEET EAST OF A NORTH-SOUTH
 CR0546'FENCE LINE AND 2.5 FEET SOUTH OF A 4-INCH SQUARE WOODEN WITNESS
 CR0546'POST PROJECTING 2 FEET.  IT IS STAMPED PICKENS 1947 AND
 CR0546'PROJECTS 6 INCHES.
 CR0546'
 CR0546'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 175
 CR0546'AND STATE HIGHWAY 31 AT THE WEST EDGE OF ATHENS, GO NORTHWEST
 CR0546'ON U.S. HIGHWAY 175 FOR 4.45 MILES TO THE Y.V. EARNEST STORE,
 CR0546'AT A CROSSROAD.  TURN RIGHT AND GO 0.05 MILE TO A WIRE GATE
 CR0546'ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO 0.1 MILE UP
 CR0546'HILL TO THE STATION AS DESCRIBED.
 CR0546'
 CR0546'TO REACH THE AZIMUTH MARK FROM THE STORE MENTIONED ABOVE,
 CR0546'CONTINUE NORTHWEST ON U.S. HIGHWAY 175 FOR 0.15 MILE TO THE
 CR0546'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 CR0546'
 CR0546'A 74 FOOT SIGNAL AT MILL IS VISIBLE AT 37 FEET.
 CR0546'
 CR0546'A 74 FOOT SIGNAL AT TARRANT IS V.G.
 CR0546'
 CR0546'AN 87 FOOT SIGNAL AT CLEAR IS V.G.
 CR0546'
 CR0546'A 74 FOOT SIGNAL AT STOCKARD IS V.G.
 CR0546'
 CR0546'AN 87 FOOT SIGNAL AT EUSTACE IS V.G.
 CR0546'
 CR0546'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR0546
 CR0546                          STATION RECOVERY (1948)
 CR0546
 CR0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CR0546'5.51 MI NW FROM ATHENS.
 CR0546'5.45 MILES NORTHWEST ALONG U.S. HIGHWAY 175 FROM THE COURTHOUSE AT
 CR0546'ATHENS, THENCE 0.05 MILE NORTH ALONG A DIRT ROAD, THENCE 0.1 MILE EAST
 CR0546'ALONG A PRIVATE ROAD TO THE TOP OF A HILL AND THE S. E. BAGGETT
 CR0546'FARMHOUSE, 108.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CR0546'FARMHOUSE, 69.0 FEET NORTH OF THE EXTENDED CENTER LINE OF A WALKWAY
 CR0546'LEADING TO THE FARMHOUSE, 22.5 FEET WEST OF A FENCE CORNER WHICH IS AT
 CR0546'THE NORTHWEST CORNER OF THE FARMYARD, 10.6 FEET WEST OF A REFERENCE
 CR0546'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 CR0546'ABOVE THE GROUND.
 CR0546
 CR0546                          STATION RECOVERY (1949)
 CR0546
 CR0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR0546'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.G. IN 1947,
 CR0546'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND
 CR0546'DIRECTION TO BOTH REFERENCE MARKS WERE CHECKED AND FOUND TO
 CR0546'BE CORRECT.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO THE
 CR0546'AZIMUTH MARK.  THE 1947 DESCRIPTION IS ADEQUATE.
 CR0546'
 CR0546'OBSERVATIONS MADE FROM A 90 FOOT TOWER.
 CR0546'
 CR0546'A 47 FOOT SIGNAL AT EUSTACE 1947 IS VISIBLE AT 20 FEET.
 CR0546'
 CR0546'A 100 FOOT SIGNAL AT SANDY IS VISIBLE AT 25 FEET.
 CR0546'
 CR0546'A 74 FOOT SIGNAL AT ASH 1935 IS VISIBLE AT 25 FEET.
 CR0546'
 CR0546'A 74 FOOT SIGNAL AT ATHENS 1947 IS VISIBLE AT 20 FEET.
 CR0546
 CR0546                          STATION RECOVERY (1956)
 CR0546
 CR0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR0546'THE STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 CR0546'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 CR0546'PROCEEDING TO STATION SITE ARE CORRECT.
 CR0546
 CR0546                          STATION RECOVERY (1960)
 CR0546
 CR0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 CR0546'THIS STATION, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 CR0546'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK
 CR0546'WAS IN THE AREA OF NEW HIGHWAY CONSTRUCTION AND WAS REMOVED
 CR0546'AFTER A NEW AZIMUTH MARK WAS SET, AS FOLLOWS.  THE AZIMUTH
 CR0546'MARK IS A STANDARD DISK STAMPED PICKENS 1947 RESET 1960
 CR0546'IN A CONCRETE CYLINDER PROJECTING 4 INCHES.  IT WAS SET IN THE
 CR0546'EXACT LINE OF THE ORIGINAL MARK AND ABOUT 30 FEET FARTHER
 CR0546'FROM THE STATION.  IT IS 1 FOOT NORTHEAST OF THE SOUTHWEST
 CR0546'RIGHT-OF-WAY FENCE OF HIGHWAY 175, ABOUT 13 YARDS NORTHWEST
 CR0546'OF HIGHWAY SURVEY STATION 261, IN THE EDGE OF A SMALL
 CR0546'PASTURE AND ACROSS THE HIGHWAY FROM A WHITE HOUSE.
 CR0546
 CR0546                          STATION RECOVERY (1974)
 CR0546
 CR0546'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (MLM)
 CR0546'PICKENS 1947-FOUND IN GOOD CONDITION
 CR0546'
 CR0546'R.M. NO. 2-FOUND IN GOOD CONDITION
 CR0546'
 CR0546'AZIMUTH MARK AND R.M. NO. 1-NOT LOCATED
 CR0546'
 CR0546'DISCRIPTION IS GOOD TILL YOU START UP HILL FROM WIRE GATE
 CR0546'05 MI FROM U.S. 175 - THE FARM YARD AND FENCES ARE ALL GONE.
 CR0546'THERE IS X-TIE POST SET BY STA. AND R.M. NO. 2 IN A GARDEN
 CR0546'THAT IS JUST NORTH WEST OF A TRAILER HOUSE
 CR0546'
 CR0546'STATION WAS USED THIS DATE WITH GOOD RESULTS
 CR0546
 CR0546                          STATION RECOVERY (1978)
 CR0546
 CR0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RVS)
 CR0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0549 ***********************************************************************
 CR0549  DESIGNATION -  PICKENS AZ MK
 CR0549  PID         -  CR0549
 CR0549  STATE/COUNTY-  TX/HENDERSON
 CR0549  USGS QUAD   -  STOCKARD (1984)
 CR0549
 CR0549                         *CURRENT SURVEY CONTROL
 CR0549  ___________________________________________________________________
 CR0549* NAD 83(1986)-  32 15 17.     (N)    095 55 27.     (W)     SCALED    
 CR0549* NAVD 88     -       137.383  (meters)     450.73   (feet)  ADJUSTED  
 CR0549  ___________________________________________________________________
 CR0549  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0549  DYNAMIC HT  -         137.223 (meters)     450.21  (feet)  COMP
 CR0549  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 CR0549
 CR0549  VERT ORDER  -  SECOND    CLASS 0
 CR0549
 CR0549.The horizontal coordinates were scaled from a topographic map and have
 CR0549.an estimated accuracy of +/- 6 seconds.
 CR0549
 CR0549.The orthometric height was determined by differential leveling
 CR0549.and adjusted by the National Geodetic Survey in June 1991..
 CR0549
 CR0549.The geoid height was determined by GEOID03.
 CR0549
 CR0549.The dynamic height is computed by dividing the NAVD 88
 CR0549.geopotential number by the normal gravity value computed on the
 CR0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0549.degrees latitude (g = 980.6199 gals.).
 CR0549
 CR0549.The modeled gravity was interpolated from observed gravity values.
 CR0549
 CR0549;                    North         East    Units  Estimated Accuracy
 CR0549;SPC TXNC     - 2,068,190.      842,690.      MT  (+/- 180 meters Scaled)
 CR0549
 CR0549                          SUPERSEDED SURVEY CONTROL
 CR0549
 CR0549  NGVD 29 (??/??/92)  137.392  (m)          450.76   (f) ADJ UNCH    2 0
 CR0549
 CR0549.Superseded values are not recommended for survey control.
 CR0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0549.See file dsdata.txt to determine how the superseded data were derived.
 CR0549
 CR0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR245724(NAD 83)
 CR0549_MARKER: DZ = AZIMUTH MARK DISK
 CR0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0549_STAMPING: PICKENS 1947
 CR0549_MARK LOGO: CGS   
 CR0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0549+STABILITY: SURFACE MOTION
 CR0549
 CR0549  HISTORY     - Date     Condition        Report By
 CR0549  HISTORY     - 1947     MONUMENTED       CGS
 CR0549  HISTORY     - 19780127 MARK NOT FOUND   USGS
 CR0549
 CR0549                          STATION DESCRIPTION
 CR0549
 CR0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0549'5.6 MI NW FROM ATHENS.
 CR0549'5.6 MILES NORTHWEST ALONG U.S. HIGHWAY 175 FROM THE COURTHOUSE AT
 CR0549'ATHENS, 0.15 MILE NORTHWEST OF A ROAD INTERSECTION, 258.0 FEET
 CR0549'SOUTHEAST OF THE EXTENDED CENTER LINE OF THE ENTRANCE TO A ROADSIDE
 CR0549'PARK, 49.1 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21.7 FEET
 CR0549'SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 1.8 FEET NORTHEAST
 CR0549'OF A FENCE, 2.3 FEET SOUTHEAST OF A REFERENCE POST AND SET IN THE TOP
 CR0549'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0549
 CR0549                          STATION RECOVERY (1978)
 CR0549
 CR0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RVS)
 CR0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0550 ***********************************************************************
 CR0550  DESIGNATION -  PICKENS AZ RESET
 CR0550  PID         -  CR0550
 CR0550  STATE/COUNTY-  TX/HENDERSON
 CR0550  USGS QUAD   -  STOCKARD (1984)
 CR0550
 CR0550                         *CURRENT SURVEY CONTROL
 CR0550  ___________________________________________________________________
 CR0550* NAD 83(1986)-  32 15 18.     (N)    095 55 28.     (W)     SCALED    
 CR0550* NAVD 88     -       136.86   (+/-2cm)     449.0    (feet)  VERTCON   
 CR0550  ___________________________________________________________________
 CR0550  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0550
 CR0550  VERT ORDER  -  THIRD (See Below)
 CR0550
 CR0550.The horizontal coordinates were scaled from a topographic map and have
 CR0550.an estimated accuracy of +/- 6 seconds.
 CR0550
 CR0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0550.The vertical order pertains to the NGVD 29 superseded value.
 CR0550
 CR0550.The geoid height was determined by GEOID03.
 CR0550
 CR0550;                    North         East    Units  Estimated Accuracy
 CR0550;SPC TXNC     - 2,068,220.      842,660.      MT  (+/- 180 meters Scaled)
 CR0550
 CR0550                          SUPERSEDED SURVEY CONTROL
 CR0550
 CR0550  NGVD 29 (01/29/03)  136.87   (m)          449.0    (f) RESET       3  
 CR0550
 CR0550.Superseded values are not recommended for survey control.
 CR0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0550.See file dsdata.txt to determine how the superseded data were derived.
 CR0550
 CR0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR244724(NAD 83)
 CR0550_MARKER: DZ = AZIMUTH MARK DISK
 CR0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0550_STAMPING: PICKENS 1947 RESET 1960
 CR0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0550+STABILITY: SURFACE MOTION
 CR0550
 CR0550  HISTORY     - Date     Condition        Report By
 CR0550  HISTORY     - 1960     MONUMENTED       CGS
 CR0550
 CR0550                          STATION DESCRIPTION
 CR0550
 CR0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CR0550'5.6 MI NW FROM ATHENS.
 CR0550'ABOUT 5.6 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 175 FROM THE COURT
 CR0550'HOUSE IN ATHENS, 0.15 MILE NORTHWEST OF A ROAD INTERSECTION ABOUT 13
 CR0550'YARDS NORTHWEST OF HIGHWAY SURVEY STATION NO. 261, ACROSS THE HIGHWAY
 CR0550'SOUTHWEST FROM A WHITE HOUSE AND IN THE EDGE OF A SMALL PASTURE, 1
 CR0550'FOOT NORTH EAST FROM THE SOUTHWEST RIGHT-OF-WAY FENCE LINE.  A
 CR0550'STANDARD DISK STAMPED PICKENS 1947 RESET 1960 IN A CONCRETE POST WHICH
 CR0550'PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0547 ***********************************************************************
 CR0547  DESIGNATION -  PICKENS RM 1
 CR0547  PID         -  CR0547
 CR0547  STATE/COUNTY-  TX/HENDERSON
 CR0547  USGS QUAD   -  STOCKARD (1984)
 CR0547
 CR0547                         *CURRENT SURVEY CONTROL
 CR0547  ___________________________________________________________________
 CR0547* NAD 83(1986)-  32 15 19.     (N)    095 55 15.     (W)     SCALED    
 CR0547* NAVD 88     -       153.928  (meters)     505.01   (feet)  ADJUSTED  
 CR0547  ___________________________________________________________________
 CR0547  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0547  DYNAMIC HT  -         153.749 (meters)     504.42  (feet)  COMP
 CR0547  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 CR0547
 CR0547  VERT ORDER  -  SECOND    CLASS 0
 CR0547
 CR0547.The horizontal coordinates were scaled from a topographic map and have
 CR0547.an estimated accuracy of +/- 6 seconds.
 CR0547
 CR0547.The orthometric height was determined by differential leveling
 CR0547.and adjusted by the National Geodetic Survey in June 1991..
 CR0547
 CR0547.The geoid height was determined by GEOID03.
 CR0547
 CR0547.The dynamic height is computed by dividing the NAVD 88
 CR0547.geopotential number by the normal gravity value computed on the
 CR0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0547.degrees latitude (g = 980.6199 gals.).
 CR0547
 CR0547.The modeled gravity was interpolated from observed gravity values.
 CR0547
 CR0547;                    North         East    Units  Estimated Accuracy
 CR0547;SPC TXNC     - 2,068,260.      843,000.      MT  (+/- 180 meters Scaled)
 CR0547
 CR0547                          SUPERSEDED SURVEY CONTROL
 CR0547
 CR0547  NGVD 29 (??/??/92)  153.937  (m)          505.04   (f) ADJ UNCH    2 0
 CR0547
 CR0547.Superseded values are not recommended for survey control.
 CR0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0547.See file dsdata.txt to determine how the superseded data were derived.
 CR0547
 CR0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR248724(NAD 83)
 CR0547_MARKER: DR = REFERENCE MARK DISK
 CR0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0547_STAMPING: PICKENS NO 1 1947
 CR0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0547+STABILITY: SURFACE MOTION
 CR0547
 CR0547  HISTORY     - Date     Condition        Report By
 CR0547  HISTORY     - 1947     MONUMENTED       CGS
 CR0547  HISTORY     - 1948     GOOD             NGS
 CR0547  HISTORY     - 19780127 MARK NOT FOUND   USGS
 CR0547
 CR0547                          STATION DESCRIPTION
 CR0547
 CR0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0547'5.51 MI NW FROM ATHENS.
 CR0547'5.45 MILES NORTHWEST ALONG U. S. HIGHWAY 175 FROM THE COURTHOUSE AT
 CR0547'ATHENS, THENCE 0.05 MILE NORTH ALONG A DIRT ROAD, THENCE 0.1 MILE EAST
 CR0547'ALONG A PRIVATE ROAD TO THE TOP OF A HILL AND THE S. E. BAGGETT
 CR0547'FARMHOUSE, 82.1 FEET EAST OF TRIANGULATION STATION PICKENS 1947, 42.3
 CR0547'FEET NORTH OF THE NORTHWEST CORNER OF THE FARMHOUSE, 10.0 FEET SOUTH
 CR0547'OF A FENCE ALONG THE NORTH SIDE OF THE FARMYARD, 5.3 FEET SOUTHWEST OF
 CR0547'A 14-INCH TREE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 CR0547'WITH THE SURFACE OF THE GROUND.
 CR0547
 CR0547                          STATION RECOVERY (1978)
 CR0547
 CR0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RVS)
 CR0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0548 ***********************************************************************
 CR0548  DESIGNATION -  PICKENS RM 2
 CR0548  PID         -  CR0548
 CR0548  STATE/COUNTY-  TX/HENDERSON
 CR0548  USGS QUAD   -  STOCKARD (1984)
 CR0548
 CR0548                         *CURRENT SURVEY CONTROL
 CR0548  ___________________________________________________________________
 CR0548* NAD 83(1986)-  32 15 19.     (N)    095 55 15.     (W)     SCALED    
 CR0548* NAVD 88     -       153.308  (meters)     502.98   (feet)  ADJUSTED  
 CR0548  ___________________________________________________________________
 CR0548  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0548  DYNAMIC HT  -         153.130 (meters)     502.39  (feet)  COMP
 CR0548  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 CR0548
 CR0548  VERT ORDER  -  SECOND    CLASS 0
 CR0548
 CR0548.The horizontal coordinates were scaled from a topographic map and have
 CR0548.an estimated accuracy of +/- 6 seconds.
 CR0548
 CR0548.The orthometric height was determined by differential leveling
 CR0548.and adjusted by the National Geodetic Survey in June 1991..
 CR0548
 CR0548.The geoid height was determined by GEOID03.
 CR0548
 CR0548.The dynamic height is computed by dividing the NAVD 88
 CR0548.geopotential number by the normal gravity value computed on the
 CR0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0548.degrees latitude (g = 980.6199 gals.).
 CR0548
 CR0548.The modeled gravity was interpolated from observed gravity values.
 CR0548
 CR0548;                    North         East    Units  Estimated Accuracy
 CR0548;SPC TXNC     - 2,068,260.      843,000.      MT  (+/- 180 meters Scaled)
 CR0548
 CR0548                          SUPERSEDED SURVEY CONTROL
 CR0548
 CR0548  NGVD 29 (??/??/92)  153.317  (m)          503.01   (f) ADJ UNCH    2 0
 CR0548
 CR0548.Superseded values are not recommended for survey control.
 CR0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0548.See file dsdata.txt to determine how the superseded data were derived.
 CR0548
 CR0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR248724(NAD 83)
 CR0548_MARKER: DR = REFERENCE MARK DISK
 CR0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0548_STAMPING: PICKENS NO 2 1947
 CR0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0548+STABILITY: SURFACE MOTION
 CR0548
 CR0548  HISTORY     - Date     Condition        Report By
 CR0548  HISTORY     - 1947     MONUMENTED       CGS
 CR0548  HISTORY     - 1948     GOOD             NGS
 CR0548  HISTORY     - 19780127 GOOD             USGS
 CR0548
 CR0548                          STATION DESCRIPTION
 CR0548
 CR0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0548'5.51 MI NW FROM ATHENS.
 CR0548'5.45 MILES NORTHWEST ALONG U.S. HIGHWAY 175 FROM THE COURTHOUSE AT
 CR0548'ATHENS, THENCE 0.05 MILE NORTH ALONG A DIRT ROAD, THENCE 0.1 MILE EAST
 CR0548'ALONG A PRIVATE ROAD TO THE TOP OF A HILL AND THE S.E. BAGGETT
 CR0548'FARMHOUSE, 82.6 FEET WEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE,
 CR0548'76.2 FEET SOUTH OF TRIANGULATION STATION PICKENS 1947, 6.0 FEET SOUTH
 CR0548'OF THE EXTENDED CENTER LINE OF A WALKWAY LEADING TO THE FARMHOUSE, AND
 CR0548'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CR0548'GROUND.
 CR0548
 CR0548                          STATION RECOVERY (1978)
 CR0548
 CR0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RVS)
 CR0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2651 ***********************************************************************
 CS2651  DESIGNATION -  PICKETT
 CS2651  PID         -  CS2651
 CS2651  STATE/COUNTY-  TX/NAVARRO
 CS2651  USGS QUAD   -  CORSICANA (1978)
 CS2651
 CS2651                         *CURRENT SURVEY CONTROL
 CS2651  ___________________________________________________________________
 CS2651* NAD 83(1993)-  32 00 45.10081(N)    096 28 38.30631(W)     ADJUSTED  
 CS2651* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 CS2651  ___________________________________________________________________
 CS2651  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 CS2651  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS2651
 CS2651  HORZ ORDER  -  SECOND
 CS2651
 CS2651.The horizontal coordinates were established by classical geodetic methods
 CS2651.and adjusted by the National Geodetic Survey in February 1996..
 CS2651
 CS2651.The orthometric height was scaled from a topographic map.
 CS2651
 CS2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2651
 CS2651.The geoid height was determined by GEOID03.
 CS2651
 CS2651;                    North         East     Units Scale Factor Converg.
 CS2651;SPC TXNC     - 2,040,193.924   791,099.599   MT  1.00003565   +1 06 11.4
 CS2651;SPC TXNC     - 6,693,536.23  2,595,465.93   sFT  1.00003565   +1 06 11.4
 CS2651;UTM  14      - 3,544,606.219   738,283.377   MT  1.00030028   +1 20 16.5
 CS2651
 CS2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2651!SPC TXNC     -   0.99998328  x   1.00003565  =   1.00001893
 CS2651!UTM  14      -   0.99998328  x   1.00030028  =   1.00028355
 CS2651
 CS2651:                Primary Azimuth Mark                     Grid Az
 CS2651:SPC TXNC     -  PICKETT AZ MK                            004 25 06.0
 CS2651:UTM  14      -  PICKETT AZ MK                            004 11 00.9
 CS2651
 CS2651|---------------------------------------------------------------------|
 CS2651| PID    Reference Object                     Distance      Geod. Az  |
 CS2651|                                                           dddmmss.s |
 CS2651| CY2818 PICKETT AZ MK                                      0053117.4 |
 CS2651| CY2819 PICKETT RM 1                         27.934 METERS 04609     |
 CS2651| CY2820 PICKETT RM 2                         30.583 METERS 15650     |
 CS2651| CS2695 CORSICANA ST ORPHANS HOME TANK      APPROX. 7.6 KM 3345242.9 |
 CS2651| CS2694 CORSICANA ODD FELLOWS HOME TK       APPROX. 8.0 KM 3390620.5 |
 CS2651|---------------------------------------------------------------------|
 CS2651
 CS2651                          SUPERSEDED SURVEY CONTROL
 CS2651
 CS2651  NAD 83(1986)-  32 00 45.10881(N)    096 28 38.28762(W) AD(       ) 2
 CS2651  NAD 27      -  32 00 44.55000(N)    096 28 37.34600(W) AD(       ) 2
 CS2651
 CS2651.Superseded values are not recommended for survey control.
 CS2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2651.See file dsdata.txt to determine how the superseded data were derived.
 CS2651
 CS2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3828344606(NAD 83)
 CS2651_MARKER: DS = TRIANGULATION STATION DISK
 CS2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2651
 CS2651  HISTORY     - Date     Condition        Report By
 CS2651  HISTORY     - 1949     MONUMENTED       CGS
 CS2651  HISTORY     - 1964     GOOD             USAF
 CS2651  HISTORY     - 1975     GOOD             USAF
 CS2651
 CS2651                          STATION DESCRIPTION
 CS2651
 CS2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2651'STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF CORSICANA
 CS2651'AND ON THE SCHOOL GROUNDS OF PICKETT SCHOOL, NOW UNUSED.
 CS2651'IT IS ABOUT 175 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 CS2651'SCHOOLHOUSE, 86 FEET WEST OF THE APPROXIMATE CENTERLINE
 CS2651'OF FARM ROAD 709, 68 FEET NORTH OF THE APPROXIMATE CENTERLINE
 CS2651'OF A SIDE ROAD LEADING WEST, 36 FEET NORTH-NORTHWEST OF
 CS2651'A POWERLINE POLE.  THE MARK IS FLUSH WITH THE GROUND AND
 CS2651'THE DISC IS STAMPED, PICKETT 1949.
 CS2651'
 CS2651'REFERENCE MARK NO. 1 IS ALONG THE EAST FENCE OF THE SCHOOL
 CS2651'YARD AND 17 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 CS2651'FARM ROAD 709.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 CS2651'DISC IS STAMPED, PICKETT NO 1 1949.
 CS2651'
 CS2651'REFERENCE MARK NO. 2 IS NEAR THE FENCE CORNER ACROSS THE
 CS2651'SIDE ROAD FROM THE STATION 23 FEET SOUTH OF THE APPROXIMATE
 CS2651'CENTERLINE OF THE SIDE ROAD AND 43 FEET WEST OF THE APPROXIMATE
 CS2651'CENTERLINE OF FARM ROAD 709.  THE MARK PROJECTS ABOUT 4
 CS2651'INCHES AND THE DISC IS STAMPED, PICKETT NO 2 1949.
 CS2651'
 CS2651'AZIMUTH MARK IS ALONG THE WEST SIDE OF THE WEST RIGHT-OF-WAY
 CS2651'FENCE LINE OF FARM ROAD 709, 44 FEET WEST OF THE APPROXIMATE
 CS2651'CENTERLINE OF THE ROAD 1-1/2 FEET WEST OF A WHITE WITNESS
 CS2651'POST AND NEAR A POWERLINE POLE.  THE MARK PROJECTS ABOUT
 CS2651'6 INCHES AND THE DISC IS STAMPED, PICKETT 1949.
 CS2651'
 CS2651'STATION WAS REACHED FROM THE INTERSECTION OF STATE HIGHWAYS
 CS2651'22 AND 31 AND FARM ROAD 709 IN CORSICANA BY GOING SOUTH
 CS2651'AND SOUTHWEST ON FARM ROAD 709 FOR 5.4 MILES TO THE AZIMUTH
 CS2651'MARK ON THE RIGHT AS DESCRIBED ABOVE.  CONTINUE SOUTHERLY
 CS2651'FOR 0.45 MILE TO THE STATION SITE ON THE RIGHT, IN THE SOUTHEAST
 CS2651'CORNER OF THE SCHOOLYARD.
 CS2651'
 CS2651'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2651
 CS2651                          STATION RECOVERY (1964)
 CS2651
 CS2651'RECOVERY NOTE BY US AIR FORCE 1964
 CS2651'STATION, AZIMUTH MARK AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.
 CS2651'R.M. 2 WAS NOT RECOVERED.  DESCRIPTION IS ADEQUATE.
 CS2651
 CS2651                          STATION RECOVERY (1975)
 CS2651
 CS2651'RECOVERY NOTE BY US AIR FORCE 1975 (DRB)
 CS2651'STATION MARK, REFERENCE MARK NO. 2, AND AZIMUTH MARK RECOVERED AS
 CS2651'DESCRIBED IN GOOD CONDITION.  REFERENCE MARK NO. 1 NOT SEARCHED FOR.
 CS2651'
 CS2651'THE 1949 DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1377 ***********************************************************************
 DM1377  DESIGNATION -  PICKTON
 DM1377  PID         -  DM1377
 DM1377  STATE/COUNTY-  TX/HOPKINS
 DM1377  USGS QUAD   -  COMO (1964)
 DM1377
 DM1377                         *CURRENT SURVEY CONTROL
 DM1377  ___________________________________________________________________
 DM1377* NAD 83(1993)-  33 02 16.92880(N)    095 23 43.47739(W)     ADJUSTED  
 DM1377* NAVD 88     -       179.16   (+/-2cm)     587.8    (feet)  VERTCON   
 DM1377  ___________________________________________________________________
 DM1377  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 DM1377  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DM1377
 DM1377  HORZ ORDER  -  SECOND
 DM1377  VERT ORDER  -  THIRD ? (See Below)
 DM1377
 DM1377.The horizontal coordinates were established by classical geodetic methods
 DM1377.and adjusted by the National Geodetic Survey in February 1996..
 DM1377
 DM1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1377.The vertical order pertains to the NGVD 29 superseded value.
 DM1377
 DM1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1377
 DM1377.The geoid height was determined by GEOID03.
 DM1377
 DM1377;                    North         East     Units Scale Factor Converg.
 DM1377;SPC TXNC     - 2,156,355.087   889,930.189   MT  0.99987265   +1 41 35.6
 DM1377;SPC TXNC     - 7,074,641.65  2,919,712.63   sFT  0.99987265   +1 41 35.6
 DM1377;UTM  15      - 3,658,053.952   276,300.172   MT  1.00021705   -1 18 23.4
 DM1377
 DM1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1377!SPC TXNC     -   0.99997602  x   0.99987265  =   0.99984867
 DM1377!UTM  15      -   0.99997602  x   1.00021705  =   1.00019307
 DM1377
 DM1377:                Primary Azimuth Mark                     Grid Az
 DM1377:SPC TXNC     -  PICKTON AZ MK                            029 05 03.1
 DM1377:UTM  15      -  PICKTON AZ MK                            032 05 02.1
 DM1377
 DM1377|---------------------------------------------------------------------|
 DM1377| PID    Reference Object                     Distance      Geod. Az  |
 DM1377|                                                           dddmmss.s |
 DM1377| CY2821 PICKTON AZ MK                                      0304638.7 |
 DM1377| CY2822 PICKTON RM 1                         21.878 METERS 05013     |
 DM1377| CR1252 WINNSBORO MUNICIPAL TANK            APPROX.12.9 KM 1292803.4 |
 DM1377| CY2823 PICKTON RM 2                         20.092 METERS 15750     |
 DM1377| DM1378 COMO MUNICIPAL TANK                 APPROX. 7.7 KM 2900146.6 |
 DM1377|---------------------------------------------------------------------|
 DM1377
 DM1377                          SUPERSEDED SURVEY CONTROL
 DM1377
 DM1377  NAD 83(1993)-  33 02 16.93282(N)    095 23 43.47210(W) AD(       ) 2
 DM1377  NAD 83(1986)-  33 02 16.93397(N)    095 23 43.46449(W) AD(       ) 2
 DM1377  NAD 27      -  33 02 16.50870(N)    095 23 42.64900(W) AD(       ) 2
 DM1377  NGVD 29 (07/19/86)  179.16   (m)          587.8    (f) LEVELING    3  
 DM1377
 DM1377.Superseded values are not recommended for survey control.
 DM1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1377.See file dsdata.txt to determine how the superseded data were derived.
 DM1377
 DM1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS7630058054(NAD 83)
 DM1377_MARKER: DS = TRIANGULATION STATION DISK
 DM1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1377
 DM1377  HISTORY     - Date     Condition        Report By
 DM1377  HISTORY     - 1957     MONUMENTED       CGS
 DM1377  HISTORY     - 19950627 GOOD             USPSQD
 DM1377
 DM1377                          STATION DESCRIPTION
 DM1377
 DM1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1377'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF WINNSBORO,
 DM1377'ABOUT 0.6 MILE NORTH OF PICKTON, 98 FEET WEST-NORTHWEST OF
 DM1377'THE NORTHWEST CORNER OF MR. W.R. SIMMS HOME, 42 FEET WEST
 DM1377'OF A NORTH-SOUTH FENCE LINE AND 37 FEET SOUTH OF A 12-INCH
 DM1377'TREE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 DM1377'AND IS STAMPED PICKTON 1957.
 DM1377'
 DM1377'REFERENCE MARK NO. 1 IS 8 FEET SOUTHWEST OF A GATE POST, 1
 DM1377'FOOT WEST OF A FENCE LINE AND 1 FOOT SOUTH OF A WITNESS POST.
 DM1377'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 DM1377'STAMPED PICKTON NO 1 1957.
 DM1377'
 DM1377'REFERENCE MARK NO. 2 IS 55 FEET WEST OF THE NORTHWEST CORNER
 DM1377'OF THE HOUSE, 3 FEET NORTH OF A 8-INCH TREE AND 1 FOOT WEST
 DM1377'OF A FENCE LINE.  THE MARK IS SET FLUSH WITH THE SURFACE
 DM1377'OF THE GROUND AND IS STAMPED PICKTON NO 2 1957.
 DM1377'
 DM1377'AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF FARM ROAD NO.
 DM1377'269, 3 FEET SOUTH OF A TELEPHONE POLE AND 1.5 FEET NORTHWEST
 DM1377'OF A WITNESS POST.  THE MARK IS SET FLUSH WITH THE SURFACE
 DM1377'OF THE GROUND AND IS STAMPED PICKTON 1957.
 DM1377'
 DM1377'TO REACH THE STATION FROM THE POST OFFICE IN PICKTON, GO NORTH
 DM1377'ON FARM ROAD NO. 269 FOR 0.6 MILE TO A DRIVEWAY ON THE LEFT LEADING
 DM1377'TO MR. W.R. SIMMS HOME, TURN LEFT AND GO WEST FOR 0.1 MILE
 DM1377'TO THE HOUSE AND STATION AS DESCRIBED.
 DM1377'
 DM1377'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE
 DM1377'TO FARM ROAD NO. 269, TURN LEFT ON FARM ROAD NO. 269 AND GO
 DM1377'NORTH FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DM1377'
 DM1377'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 DM1377
 DM1377                          STATION RECOVERY (1995)
 DM1377
 DM1377'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0174 ***********************************************************************
 AP0174  DESIGNATION -  PICOSA
 AP0174  PID         -  AP0174
 AP0174  STATE/COUNTY-  TX/MAVERICK
 AP0174  USGS QUAD   -  CHACON CREEK SW (1974)
 AP0174
 AP0174                         *CURRENT SURVEY CONTROL
 AP0174  ___________________________________________________________________
 AP0174* NAD 83(1993)-  28 47 06.82231(N)    100 13 50.11770(W)     ADJUSTED  
 AP0174* NAVD 88     -       221.3    (meters)     726.     (feet)  VERTCON   
 AP0174  ___________________________________________________________________
 AP0174  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AP0174  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AP0174
 AP0174  HORZ ORDER  -  FIRST
 AP0174
 AP0174.The horizontal coordinates were established by classical geodetic methods
 AP0174.and adjusted by the National Geodetic Survey in February 1996..
 AP0174
 AP0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0174
 AP0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0174
 AP0174.The geoid height was determined by GEOID03.
 AP0174
 AP0174;                    North         East     Units Scale Factor Converg.
 AP0174;SPC TXSC     - 4,106,128.876   479,858.960   MT  0.99990893   -0 36 10.4
 AP0174;SPC TXSC     -13,471,524.49  1,574,337.27   sFT  0.99990893   -0 36 10.4
 AP0174;UTM  14      - 3,184,812.311   379,888.874   MT  0.99977803   -0 35 33.5
 AP0174
 AP0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0174!SPC TXSC     -   0.99996883  x   0.99990893  =   0.99987777
 AP0174!UTM  14      -   0.99996883  x   0.99977803  =   0.99974687
 AP0174
 AP0174|---------------------------------------------------------------------|
 AP0174| PID    Reference Object                     Distance      Geod. Az  |
 AP0174|                                                           dddmmss.s |
 AP0174| CV5116 PICOSA RM 1                          21.903 METERS 00724     |
 AP0174| CV5117 PICOSA RM 2                          18.269 METERS 10145     |
 AP0174| CV5115 PICOSA AZ MK                                       2731620.6 |
 AP0174| AP0206 CHITTIM RAD MAST                    APPROX.10.3 KM 3220337.2 |
 AP0174|---------------------------------------------------------------------|
 AP0174
 AP0174                          SUPERSEDED SURVEY CONTROL
 AP0174
 AP0174  NAD 83(1986)-  28 47 06.81816(N)    100 13 50.09606(W) AD(       ) 1
 AP0174  NAD 27      -  28 47 05.90632(N)    100 13 48.85244(W) AD(       ) 1
 AP0174  NGVD 29 (07/19/86)  221.2    (m)          726.     (f) VERT ANG       
 AP0174
 AP0174.Superseded values are not recommended for survey control.
 AP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0174.See file dsdata.txt to determine how the superseded data were derived.
 AP0174
 AP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS7988984812(NAD 83)
 AP0174_MARKER: DS = TRIANGULATION STATION DISK
 AP0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AP0174
 AP0174  HISTORY     - Date     Condition        Report By
 AP0174  HISTORY     - 1972     MONUMENTED       NGS
 AP0174
 AP0174                          STATION DESCRIPTION
 AP0174
 AP0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0174'THE STATION IS ABOUT 16-1/2 MILES EAST AND 4-1/2 MILES NORTH OF EAGLE
 AP0174'PASS, 19 MILES NORTH AND 6 MILES EAST OF EL INDIO AND ON PROPERTY
 AP0174'OF THE FIRST NATIONAL BANK OF SAN ANTONIO, TEXAS.
 AP0174'
 AP0174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND 57,
 AP0174'ABOUT 2 MILES EAST OF EAGLE PASS, GO NORTHEAST ON U.S. HIGHWAY 57
 AP0174'FOR 14.2 MILES TO THE CHITTIM GAS FIELD AND PUMPING STATION ON THE
 AP0174'LEFT.  CONTINUE NORTHEAST ON HIGHWAY 57 FOR 0.35 MILE TO A SIDE ROAD
 AP0174'AND GATE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON GRADED ROAD FOR
 AP0174'1.35 MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON TRACK
 AP0174'ROAD FOR 1.75 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 AP0174'SOUTHWEST ON TRACK ROAD FOR 0.55 MILE TO A GATE.  PASS THROUGH GATE
 AP0174'AND TURN LEFT AND GO EAST ON THE SOUTH SIDE OF FENCE FOR 1.4 MILES
 AP0174'TO A GATE AND T-ROAD JUNCTION.  TURN RIGHT AND GO SOUTHEAST ON
 AP0174'TRACK ROAD FOR 2.15 MILES TO A FORK.  TAKE THE LEFT FORK AND
 AP0174'CONTINUE SOUTHEAST ON TRACK ROAD FOR 0.25 MILE TO THE STATION ON
 AP0174'THE RIGHT.
 AP0174'
 AP0174'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON TRACK
 AP0174'ROAD FOR 0.1 MILE TO A FENCE.  TURN RIGHT AND GO WEST ON TRACK ROAD
 AP0174'FOR 0.2 MILE.  TURN RIGHT AND GO NORTH ON TRACK ROAD FOR 0.2 MILE
 AP0174'TO AN EARTHEN DAM.  TURN LEFT AND GO WEST, CROSSING DAM FOR 0.1
 AP0174'MILE TO THE MARK ON THE LEFT.
 AP0174'
 AP0174'STATION MARKS ARE STANDARD DISKS, STAMPED PICOSA 1972.  THE SURFACE
 AP0174'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AP0174'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 45.0 FEET
 AP0174'WEST-SOUTH- WEST OF A FENCE AND 37.0 FEET WEST-SOUTHWEST OF THE
 AP0174'CENTER OF A TRACK ROAD.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 AP0174'MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 AP0174'
 AP0174'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PICOSA NO 1 1972, SET
 AP0174'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AP0174'5 INCHES ABOVE THE GROUND.  IT IS 7.0 FEET EAST-NORTHEAST OF THE
 AP0174'CENTER OF THE TRACK ROAD, 1.0 FOOT WEST-SOUTHWEST OF THE FENCE AND
 AP0174'ABOUT THE SAME ELEVATION AS THE STATION.
 AP0174'
 AP0174'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PICOSA NO 2 1972, SET
 AP0174'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AP0174'4 INCHES ABOVE THE GROUND.  IT IS 7.0 FEET EAST-NORTHEAST OF THE
 AP0174'CENTER OF THE TRACK ROAD, 1.0 FOOT WEST-SOUTHWEST OF THE FENCE AND
 AP0174'ABOUT THE SAME ELEVATION AS THE STATION.
 AP0174'
 AP0174'AZIMUTH MARK IS A STANDARD DISK, STAMPED PICOSA 1972, SET IN THE TOP
 AP0174'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AP0174'GROUND.  IT IS 87.0 FEET SOUTH OF THE SOUTHWEST END OF A LAKE, 7.0
 AP0174'FEET EAST OF THE CENTER OF A TRACK ROAD AND 2.5 FEET SOUTH OF A
 AP0174'WITNESS POST.
 AP0174'
 AP0174'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1356 ***********************************************************************
 BZ1356  DESIGNATION -  PIDCOKE
 BZ1356  PID         -  BZ1356
 BZ1356  STATE/COUNTY-  TX/CORYELL
 BZ1356  USGS QUAD   -  PIDCOKE (1995)
 BZ1356
 BZ1356                         *CURRENT SURVEY CONTROL
 BZ1356  ___________________________________________________________________
 BZ1356* NAD 83(1993)-  31 16 42.52648(N)    097 57 05.04373(W)     ADJUSTED  
 BZ1356* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 BZ1356  ___________________________________________________________________
 BZ1356  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 BZ1356  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BZ1356
 BZ1356  HORZ ORDER  -  SECOND
 BZ1356
 BZ1356.The horizontal coordinates were established by classical geodetic methods
 BZ1356.and adjusted by the National Geodetic Survey in February 1996..
 BZ1356
 BZ1356.The orthometric height was scaled from a topographic map.
 BZ1356
 BZ1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1356
 BZ1356.The geoid height was determined by GEOID03.
 BZ1356
 BZ1356;                    North         East     Units Scale Factor Converg.
 BZ1356;SPC TX C     - 3,181,106.642   926,779.414   MT  0.99989339   +1 13 36.6
 BZ1356;SPC TX C     -10,436,680.71  3,040,608.79   sFT  0.99989339   +1 13 36.6
 BZ1356;UTM  14      - 3,460,939.397   599,816.109   MT  0.99972289   +0 32 40.1
 BZ1356
 BZ1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1356!SPC TX C     -   0.99995487  x   0.99989339  =   0.99984826
 BZ1356!UTM  14      -   0.99995487  x   0.99972289  =   0.99967777
 BZ1356
 BZ1356:                Primary Azimuth Mark                     Grid Az
 BZ1356:SPC TX C     -  PIDCOKE AZ MK                            125 20 56.1
 BZ1356:UTM  14      -  PIDCOKE AZ MK                            126 01 52.6
 BZ1356
 BZ1356|---------------------------------------------------------------------|
 BZ1356| PID    Reference Object                     Distance      Geod. Az  |
 BZ1356|                                                           dddmmss.s |
 BZ1356| CV5118 PIDCOKE AZ MK                                      1263432.7 |
 BZ1356| CV5119 PIDCOKE RM 1                         24.259 METERS 18834     |
 BZ1356| CV5120 PIDCOKE RM 2                         26.913 METERS 28417     |
 BZ1356|---------------------------------------------------------------------|
 BZ1356
 BZ1356                          SUPERSEDED SURVEY CONTROL
 BZ1356
 BZ1356  NAD 83(1986)-  31 16 42.53577(N)    097 57 05.02781(W) AD(       ) 2
 BZ1356  NAD 27      -  31 16 41.93200(N)    097 57 03.93400(W) AD(       ) 2
 BZ1356
 BZ1356.Superseded values are not recommended for survey control.
 BZ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1356.See file dsdata.txt to determine how the superseded data were derived.
 BZ1356
 BZ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9981660939(NAD 83)
 BZ1356_MARKER: DS = TRIANGULATION STATION DISK
 BZ1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1356
 BZ1356  HISTORY     - Date     Condition        Report By
 BZ1356  HISTORY     - 1943     MONUMENTED       CGS
 BZ1356  HISTORY     - 1947     GOOD             USGS
 BZ1356  HISTORY     - 1958     GOOD             AMS
 BZ1356
 BZ1356                          STATION DESCRIPTION
 BZ1356
 BZ1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1356'THE STATION IS LOCATED ABOUT 4.0 MILES W OF PIDCOKE RANCH,
 BZ1356'AND 11.5 MILES NW OF COPPERAS COVE, ON LAND OWNED AND OCCUPIED
 BZ1356'BY MRS. C.A. HUMPHRIES.  IT IS 75 FEET S OF THE SE CORNER OF
 BZ1356'THE BARN, 150 FEET N OF THE NE CORNER OF THE HOUSE, 0.05 MILE
 BZ1356'N OF THE GRAVEL ROAD, 5 FEET W OF THE N-S FENCE LINE.  THE
 BZ1356'DISK IS STAMPED PIDCOKE 1943, AND IS SET FLUSH WITH THE GROUND.
 BZ1356'
 BZ1356'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1356'DISKS SET IN CONCRETE.
 BZ1356'
 BZ1356'REFERENCE MARK NO. 1 IS IN THE N, S, E, AND W FENCE CORNER,
 BZ1356'10 FEET E OF THE WINDMILL, AND 70 FEET NE OF THE HOUSE.  THE
 BZ1356'DISK IS STAMPED PIDCOKE NO. 1 1943, AND PROJECTS 4 INCHES.
 BZ1356'
 BZ1356'REFERENCE MARK NO. 2 IS 70 FEET SW OF THE CORNER OF THE BARN,
 BZ1356'AND 100 FEET N OF THE CORNER OF THE HOUSE.  THE DISK IS
 BZ1356'STAMPED PIDCOKE NO. 2 1943, AND IS SET FLUSH WITH THE GROUND.
 BZ1356'
 BZ1356'THE AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, 15 FEET
 BZ1356'S OF THE GRAVEL ROAD 1 FOOT N OF AN E-W FENCE LINE, AND 25 FEET
 BZ1356'E OF A GRAVELED LANE.  THE DISK IS STAMPED PIDCOKE 1943, AND
 BZ1356'PROJECTS 6 INCHES.  TO REACH FROM THE STATION.  GO S TO MAIN
 BZ1356'ROAD, TURN LEFT AND GO E FOR 0.45 MILE TO THE MARK ON THE
 BZ1356'RIGHT.
 BZ1356'
 BZ1356'TO REACH THE STATION FROM KILLEEN.  GO W ON NEW U.S. HIGHWAY
 BZ1356'190 FOR 2.45 MILES TO THE ENTRANCE TO CAMP HOOD, TURN RIGHT
 BZ1356'AND GO N ON CAMP HOOD ROAD FOR 0.3 MILE TO GUARD HOUSE, CONTINUE
 BZ1356'N FOR 0.5 MILE TO CROSS STREETS, TURN LEFT AND GO W ON SOUTH
 BZ1356'AVENUE FOR 1.25 MILES TO ONE HUNDRED SEVENTY-SECOND STREET,
 BZ1356'TURN RIGHT AND GO N ON ONE HUNDRED SEVENTY-SECOND STREET
 BZ1356'FOR 1.5 MILES TO A FORKS.  BEAR LEFT AND GO NW ON OILED
 BZ1356'ROAD FOR 5.5 MILES TO CROSSROADS NEAR A SCHOOLHOUSE.  CONTINUE
 BZ1356'STRAIGHT AHEAD W ON OILED ROAD FOR 0.6 MILE TO A FORKS, BEAR
 BZ1356'RIGHT AND GO NW FOR 5.9 MILES TO A T-INTERSECTION, TURN LEFT
 BZ1356'AND GO SW ON DIRT ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT,
 BZ1356'TURN RIGHT AND GO W ON DIRT ROAD FOR 2.8 MILES TO TWO
 BZ1356'SMALL FARMHOUSES ON THE RIGHT (ONE NEW), TURN RIGHT AND GO
 BZ1356'INTO BARNYARD JUST N OF THE WINDMILL AND STATION.
 BZ1356'
 BZ1356'NOTE--A 16-FOOT WOODEN STAND REQUIRED TO CLEAR ALL LINES.
 BZ1356'
 BZ1356'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 BZ1356
 BZ1356                          STATION RECOVERY (1947)
 BZ1356
 BZ1356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (JHT)
 BZ1356'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED
 BZ1356'IN GOOD CONDITION.  STATION MARK IS STAMPED PIDCOKE 1943.
 BZ1356
 BZ1356                          STATION RECOVERY (1958)
 BZ1356
 BZ1356'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BZ1356'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1336 ***********************************************************************
 AJ1336  DESIGNATION -  PIEDRAS
 AJ1336  PID         -  AJ1336
 AJ1336  STATE/COUNTY-  TX/DUVAL
 AJ1336  USGS QUAD   -  PARRILLA CREEK NE (1968)
 AJ1336
 AJ1336                         *CURRENT SURVEY CONTROL
 AJ1336  ___________________________________________________________________
 AJ1336* NAD 83(1993)-  27 42 03.56356(N)    098 30 07.46907(W)     ADJUSTED  
 AJ1336* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 AJ1336  ___________________________________________________________________
 AJ1336  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AJ1336  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AJ1336
 AJ1336  HORZ ORDER  -  THIRD
 AJ1336
 AJ1336.The horizontal coordinates were established by classical geodetic methods
 AJ1336.and adjusted by the National Geodetic Survey in February 1996..
 AJ1336
 AJ1336.The orthometric height was scaled from a topographic map.
 AJ1336
 AJ1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1336
 AJ1336.The geoid height was determined by GEOID03.
 AJ1336
 AJ1336;                    North         East     Units Scale Factor Converg.
 AJ1336;SPC TX S     - 5,225,391.702   299,795.370   MT  0.99996917   -0 00 03.4
 AJ1336;SPC TX S     -17,143,639.28    983,578.64   sFT  0.99996917   -0 00 03.4
 AJ1336;UTM  14      - 3,064,179.369   549,092.093   MT  0.99962975   +0 13 53.3
 AJ1336
 AJ1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1336!SPC TX S     -   0.99997796  x   0.99996917  =   0.99994713
 AJ1336!UTM  14      -   0.99997796  x   0.99962975  =   0.99960772
 AJ1336
 AJ1336|---------------------------------------------------------------------|
 AJ1336| PID    Reference Object                     Distance      Geod. Az  |
 AJ1336|                                                           dddmmss.s |
 AJ1336| CV2798 PIEDRAS RM 1                         18.621 METERS 11753     |
 AJ1336| CV2797 PIEDRAS AZ MK                                      1361624.1 |
 AJ1336| CV2799 PIEDRAS RM 2                         16.639 METERS 34637     |
 AJ1336|---------------------------------------------------------------------|
 AJ1336
 AJ1336                          SUPERSEDED SURVEY CONTROL
 AJ1336
 AJ1336  NAD 83(1986)-  27 42 03.56936(N)    098 30 07.44459(W) AD(       ) 3
 AJ1336  NAD 27      -  27 42 02.47230(N)    098 30 06.39480(W) AD(       ) 3
 AJ1336
 AJ1336.Superseded values are not recommended for survey control.
 AJ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1336.See file dsdata.txt to determine how the superseded data were derived.
 AJ1336
 AJ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4909264179(NAD 83)
 AJ1336_MARKER: DS = TRIANGULATION STATION DISK
 AJ1336_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1336
 AJ1336  HISTORY     - Date     Condition        Report By
 AJ1336  HISTORY     - 1961     MONUMENTED       CGS
 AJ1336
 AJ1336                          STATION DESCRIPTION
 AJ1336
 AJ1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1336'THE STATION IS APPROXIMATELY 14-1/2 MILES SOUTHEAST OF FREER
 AJ1336'AND 7 MILES NORTH AND 5-1/2 MILES WEST OF BENAVIDES, ON PROPERTY
 AJ1336'OWNED BY MR. M.O. DOLAN.
 AJ1336'
 AJ1336'TO REACH THE STATION FROM THE DEPOT IN BENAVIDES, GO NORTH
 AJ1336'AND NORTHWEST ON STATE HIGHWAY 339 FOR 6.65 MILES TO A RANCH
 AJ1336'HOUSE ON THE LEFT.  CONTINUE NORTHWEST ON HIGHWAY 339 FOR 2.25
 AJ1336'MILES TO WHERE A POWERLINE CROSSES THE HIGHWAY.  CONTINUE
 AJ1336'NORTHWEST ON HIGHWAY 339 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 AJ1336'
 AJ1336'STATION MARK, A STANDARD DISK STAMPED PIEDRAS 1961, IS CEMENTED
 AJ1336'IN A DRILL HOLE IN BEDROCK 12 INCHES BELOW THE SURFACE OF THE
 AJ1336'GROUND.  IT IS 75 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 339, 25
 AJ1336'FEET SOUTHWEST OF A FENCE, 25 FEET SOUTH OF A TELEPHONE POLE
 AJ1336'AND 25 FEET SOUTHWEST OF A METAL WITNESS POST.
 AJ1336'
 AJ1336'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PIEDRAS NO 1 1961,
 AJ1336'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 AJ1336'IS 68 FEET SOUTHEAST OF THE TELEPHONE POLE, 59 FEET SOUTHEAST
 AJ1336'OF THE WITNESS POST, 49 FEET SOUTHWEST OF THE CENTER OF
 AJ1336'HIGHWAY 339 AND 1 FOOT SOUTHWEST OF THE FENCE.
 AJ1336'
 AJ1336'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PIEDRAS NO 2 1961,
 AJ1336'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AJ1336'49 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 339, 38 FEET NORTHWEST
 AJ1336'OF THE TELEPHONE POLE AND 1 FOOT SOUTHWEST OF THE FENCE.
 AJ1336'
 AJ1336'AZIMUTH MARK, A STANDARD DISK STAMPED PIEDRAS 1961, IS SET IN
 AJ1336'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 52 FEET
 AJ1336'SOUTHEAST OF A POWER POLE, 50 FEET NORTHEAST OF THE CENTER OF
 AJ1336'HIGHWAY 339 AND 3 FEET NORTHWEST OF A METAL WITNESS POST SET
 AJ1336'IN THE FENCELINE.
 AJ1336'
 AJ1336'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 AJ1336'HIGHWAY 339 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AJ1336'
 AJ1336'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0380 ***********************************************************************
 CT0380  DESIGNATION -  PIER
 CT0380  PID         -  CT0380
 CT0380  STATE/COUNTY-  TX/EASTLAND
 CT0380  USGS QUAD   -  BERNIE LAKE (1966)
 CT0380
 CT0380                         *CURRENT SURVEY CONTROL
 CT0380  ___________________________________________________________________
 CT0380* NAD 83(1986)-  32 23 16.     (N)    099 05 46.     (W)     SCALED    
 CT0380* NAVD 88     -       493.714  (meters)    1619.79   (feet)  ADJUSTED  
 CT0380  ___________________________________________________________________
 CT0380  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CT0380  DYNAMIC HT  -         493.075 (meters)    1617.70  (feet)  COMP
 CT0380  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 CT0380
 CT0380  VERT ORDER  -  FIRST     CLASS II
 CT0380
 CT0380.The horizontal coordinates were scaled from a topographic map and have
 CT0380.an estimated accuracy of +/- 6 seconds.
 CT0380
 CT0380.The orthometric height was determined by differential leveling
 CT0380.and adjusted by the National Geodetic Survey in June 1991..
 CT0380
 CT0380.The geoid height was determined by GEOID03.
 CT0380
 CT0380.The dynamic height is computed by dividing the NAVD 88
 CT0380.geopotential number by the normal gravity value computed on the
 CT0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0380.degrees latitude (g = 980.6199 gals.).
 CT0380
 CT0380.The modeled gravity was interpolated from observed gravity values.
 CT0380
 CT0380;                    North         East    Units  Estimated Accuracy
 CT0380;SPC TXNC     - 2,080,120.      543,910.      MT  (+/- 180 meters Scaled)
 CT0380
 CT0380                          SUPERSEDED SURVEY CONTROL
 CT0380
 CT0380  NGVD 29 (??/??/92)  493.571  (m)         1619.32   (f) ADJ UNCH    1 2
 CT0380
 CT0380.Superseded values are not recommended for survey control.
 CT0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0380.See file dsdata.txt to determine how the superseded data were derived.
 CT0380
 CT0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA909834(NAD 83)
 CT0380_MARKER: Z = SEE DESCRIPTION
 CT0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0380_SP_SET: CONCRETE BASES
 CT0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0380
 CT0380  HISTORY     - Date     Condition        Report By
 CT0380  HISTORY     - UNK      MONUMENTED       CGS
 CT0380  HISTORY     - 1956     GOOD             NGS
 CT0380  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0380
 CT0380                          STATION DESCRIPTION
 CT0380
 CT0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0380'7.0 MI W FROM CISCO.
 CT0380'7.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0380'AT CISCO, 11 1/2 POLES EAST OF MILEPOST 368, AT THE SIDING AT DOTHAN,
 CT0380'14.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1 FOOT BELOW THE
 CT0380'TOP OF THE RAILS, AT A GROUP OF 16 OLD CONCRETE WATER TANK BASES, IN
 CT0380'THE TOP OF THE NORTH ONE OF THE WEST ROW OF THREE BASES.
 CT0380
 CT0380                          STATION RECOVERY (1983)
 CT0380
 CT0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0380'THE WATER TANK PIERS ARE NO LONGER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0365 ***********************************************************************
 AM0365  DESIGNATION -  PIERCE
 AM0365  PID         -  AM0365
 AM0365  STATE/COUNTY-  TX/MATAGORDA
 AM0365  USGS QUAD   -  SARGENT (1972)
 AM0365
 AM0365                         *CURRENT SURVEY CONTROL
 AM0365  ___________________________________________________________________
 AM0365* NAD 83(1993)-  28 48 42.38212(N)    095 39 16.28506(W)     ADJUSTED  
 AM0365* NAVD 88     -         2.35   (+/-2cm)       7.7    (feet)  VERTCON   
 AM0365  ___________________________________________________________________
 AM0365  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AM0365  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AM0365
 AM0365  HORZ ORDER  -  FIRST
 AM0365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0365
 AM0365.The horizontal coordinates were established by classical geodetic methods
 AM0365.and adjusted by the National Geodetic Survey in February 1996..
 AM0365
 AM0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0365.The vertical order pertains to the NGVD 29 superseded value.
 AM0365
 AM0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0365
 AM0365.The geoid height was determined by GEOID03.
 AM0365
 AM0365;                    North         East     Units Scale Factor Converg.
 AM0365;SPC TXSC     - 4,113,108.608   926,492.694   MT  0.99990463   +1 38 20.4
 AM0365;SPC TXSC     -13,494,423.82  3,039,668.11   sFT  0.99990463   +1 38 20.4
 AM0365;UTM  15      - 3,190,025.514   240,932.580   MT  1.00042834   -1 16 48.1
 AM0365
 AM0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0365!SPC TXSC     -   1.00000379  x   0.99990463  =   0.99990842
 AM0365!UTM  15      -   1.00000379  x   1.00042834  =   1.00043213
 AM0365
 AM0365:                Primary Azimuth Mark                     Grid Az
 AM0365:SPC TXSC     -  PIERCE AZ MK                             038 38 46.2
 AM0365:UTM  15      -  PIERCE AZ MK                             041 33 54.7
 AM0365
 AM0365|---------------------------------------------------------------------|
 AM0365| PID    Reference Object                     Distance      Geod. Az  |
 AM0365|                                                           dddmmss.s |
 AM0365| CV6656 PIERCE AZ MK                                       0401706.6 |
 AM0365| AM0368 PIERCE RM 1                                        05538     |
 AM0365| AM0480 PIERCE 1931 AZ MK 2                 APPROX. 0.8 KM 1513026.7 |
 AM0365| AM0367 PIERCE RM 3                          17.664 METERS 25618     |
 AM0365| CV6658 PIERCE RM 4                          94.860 METERS 28358     |
 AM0365| CV6659 PIERCE RM 5                          64.389 METERS 33804     |
 AM0365| CV6657 PIERCE RM 2                          54.443 METERS 34116     |
 AM0365|---------------------------------------------------------------------|
 AM0365
 AM0365                          SUPERSEDED SURVEY CONTROL
 AM0365
 AM0365  NAD 83(1986)-  28 48 42.39076(N)    095 39 16.26574(W) AD(       ) 1
 AM0365  NAD 27      -  28 48 41.46400(N)    095 39 15.43700(W) AD(       ) 1
 AM0365  NGVD 29 (??/??/92)    2.383  (m)            7.82   (f) ADJ UNCH    2 0
 AM0365
 AM0365.Superseded values are not recommended for survey control.
 AM0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0365.See file dsdata.txt to determine how the superseded data were derived.
 AM0365
 AM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM4093390026(NAD 83)
 AM0365_MARKER: DS = TRIANGULATION STATION DISK
 AM0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0365_STAMPING: PIERCE 1931 34
 AM0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0365+STABILITY: SURFACE MOTION
 AM0365
 AM0365  HISTORY     - Date     Condition        Report By
 AM0365  HISTORY     - 1931     MONUMENTED       CGS
 AM0365  HISTORY     - 1934     GOOD             CGS
 AM0365  HISTORY     - 1937     GOOD             TXHD
 AM0365  HISTORY     - 1942     GOOD             CGS
 AM0365  HISTORY     - 1944     GOOD             SHELL
 AM0365  HISTORY     - 1952     GOOD             CGS
 AM0365  HISTORY     - 1952     GOOD             NGS
 AM0365  HISTORY     - 1954     SEE DESCRIPTION  WESGEO
 AM0365  HISTORY     - 1954     SEE DESCRIPTION  CGS
 AM0365  HISTORY     - 1962     SEE DESCRIPTION  LOCSUR
 AM0365  HISTORY     - 1962     MARK NOT FOUND   CGS
 AM0365  HISTORY     - 1964     MARK NOT FOUND   CGS
 AM0365  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 AM0365  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AM0365  HISTORY     - 1978     GOOD             NGS
 AM0365  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AM0365
 AM0365                          STATION DESCRIPTION
 AM0365
 AM0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AM0365'ABOUT 22 MILES SE OF BAY CITY, 1 MILE S OF SMALL VILLAGE OF
 AM0365'SARGENT, ON LAND OWNED BY A.B. PIERCE OF BLESSING, IN NE
 AM0365'CORNER OF WOOD LOT S OF A SMALL WHITE HOUSE AND E OF CANY
 AM0365'CREEK, 120.4 FEET SE OF CORNER OF HOUSE, 45.0 FEET S OF NE
 AM0365'CORNER OF FENCE AROUND WOOD LOT, AND 13.1 FEET SW OF THE NW-SE
 AM0365'FENCELINE.
 AM0365'
 AM0365'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AM0365'DISKS SET IN CONCRETE.  SURFACE MARK PROJECTS ABOUT 5 INCHES
 AM0365'ABOVE GROUND.
 AM0365'
 AM0365'REFERENCE MARK 1 PROJECTS ABOUT 4 INCHES ABOVE GROUND, IS 73
 AM0365'FEET SE OF SE BANK OF AN IRRIGATION DITCH, 34.5 FEET SW OF
 AM0365'CENTER LINE OF DIRT ROAD, 7 FEET SE OF CENTER LINE OF DRIVEWAY
 AM0365'LEADING FROM DIRT ROAD TO WHITE HOUSE, 2.1 FEET SW OF FENCELINE,
 AM0365'AND APPROXIMATELY 0.2 MILE FROM STATION N 55 DEG 38 MIN E.
 AM0365'
 AM0365'REFERENCE MARK 2 PROJECTS ABOUT 2 INCHES ABOVE GROUND, IS
 AM0365'ABOUT 50 FEET E OF E BANK OF IRRIGATION DITCH, 48.3 FEET NE
 AM0365'OF NE CORNER OF WHITE HOUSE, 16.5 FEET SW OF CENTER LINE OF
 AM0365'DRIVEWAY, AND 178.62 FEET FROM STATION N 18 DEG 44 MIN W.
 AM0365'
 AM0365'AZIMUTH MARK IS ABOUT 2.4 MILES FROM STATION N 40 DEG 17 MIN E,
 AM0365'ON LAND BELONGING TO MR. SARGENT.  IT IS
 AM0365'0.25 MILE E OF THE SARGENT-PIERCE FENCE WHICH IS MARKED BY
 AM0365'TWO TELEPHONE POLES ON EACH SIDE OF ROAD, ON OUTSIDE OF BEND
 AM0365'IN A ROAD LEADING TO A HOUSE ABOUT 100 YARDS TO SE, BETWEEN
 AM0365'THE ROAD AND FENCELINE, IN NW CORNER OF A CULTIVATED FIELD,
 AM0365'45 FEET N OF CENTER LINE OF ROAD AT TURN, AND 7 FEET SE OF
 AM0365'FENCELINE.  MARK PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 AM0365'AZIMUTH MARK IS REACHED FROM CONCRETE HALF-SLAB AT SARGENT BY
 AM0365'TURNING NE FOR 0.3 MILE, THEN RIGHT FOR 1.3 MILES, AND THEN
 AM0365'LEFT 1.3 MILES TO MARK.
 AM0365'
 AM0365'STATION IS REACHED FROM END OF CONCRETE HALF-SLAB AT SARGENT
 AM0365'BY CONTINUING SE ON DIRT ROAD 0.6 MILE, THENCE SW 0.4 MILE
 AM0365'TO NEGRO SCHOOL, THENCE SE 0.9 MILE TO GATE ON RIGHT, JUST
 AM0365'PAST A SMALL BRIDGE, AND LEADING TO SMALL WHITE HOUSE ON BANK
 AM0365'OF CANY CREEK.  FOLLOW LANE THROUGH GATE TO STATION.
 AM0365
 AM0365                          STATION RECOVERY (1934)
 AM0365
 AM0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0365'STATION WAS RECOVERED AS DESCRIBED.
 AM0365
 AM0365                          STATION RECOVERY (1937)
 AM0365
 AM0365'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AM0365'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED IN GOOD
 AM0365'CONDITION.  DIRECTION TO REACH NO LONGER GOOD AS ROAD HAS
 AM0365'BEEN ABANDONED.
 AM0365'
 AM0365'STATION IS REACHED FROM CONCRETE HALF-SLAB AT SARGENT BY
 AM0365'CONTINUING SE ON MACADAM ROAD FOR 1.60 MILES TO A CATTLE
 AM0365'GUARD (PAINTED WHITE), TURN RIGHT (SW) AND FOLLOW FENCELINE
 AM0365'ROAD FOR 0.35 MILE, TURN RIGHT (NW) FOR 0.10 MILE, TURN LEFT
 AM0365'(SW) OVER IRRIGATION CANAL (REFERENCE MARK 1 ON LEFT) AND
 AM0365'FOLLOW FARM ROAD 0.15 MILE TO SMALL WHITE HOUSE ON BANK OF
 AM0365'CANY CREEK AND STATION.
 AM0365'
 AM0365'TO REACH AZIMUTH MARK FROM STATION, FOLLOW FARM ROAD 0.15
 AM0365'MILE TO IRRIGATION CANAL, TURN RIGHT (SE) FOR 0.10 MILE,
 AM0365'TURN LEFT (NE) FOR 0.35 MILE FOLLOWING FENCELINE ROAD TO
 AM0365'WHITE CATTLE GUARD OVER MACADAM ROAD.  TURN LEFT (NW) FOR 0.30
 AM0365'MILE, TURN RIGHT ON TO A WELL MAINTAINED COUNTY ROAD, FOLLOW
 AM0365'THIS ROAD PASSING THROUGH TWO CATTLE GUARDS, THE LAST BEING
 AM0365'1.8 MILES FROM COUNTY HIGHWAY, CONTINUE 0.20 MILE TO A SHARP
 AM0365'TURN TO THE RIGHT AND AZIMUTH MARK LOCATED ON THE LEFT
 AM0365'RIGHT-OF-WAY LINE.
 AM0365
 AM0365                          STATION RECOVERY (1942)
 AM0365
 AM0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AM0365'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AM0365'
 AM0365'STATION IS IN A SMALL CLEARING IN WOOD LOT, ABOUT 300 FEET
 AM0365'SE OF CANY CREEK, ABOUT 120 FEET SE OF CORNER OF SMALL TENANT
 AM0365'HOUSE, AND 13.1 FEET SW OF FENCE AT EDGE OF CULTIVATED FIELD.
 AM0365'IT IS 2.4 FEET N OF A 4- BY 4-INCH WOODEN WITNESS POST.  MARK
 AM0365'IS STAMPED PIERCE 1931 34.
 AM0365'
 AM0365'REFERENCE MARK 1 IS ABOUT 0.15 MILE NE FROM THE STATION,
 AM0365'35 FEET SW OF THE CENTER LINE OF FARM ROAD, AND 2.5 FEET S
 AM0365'OF FENCE CORNER AT THE NE CORNER OF CULTIVATED FIELD.  IT IS
 AM0365'STAMPED PIERCE NO 1 1931 34.
 AM0365'
 AM0365'REFERENCE MARK 2 IS ABOUT 53 FEET SE OF BANK OF DRAINAGE
 AM0365'DITCH AND 15 FEET SW OF TURN ROAD AT THE END OF CULTIVATED
 AM0365'FIELD.  IT IS STAMPED PIERCE NO 2 1931 34 AND PROJECTS ABOUT
 AM0365'0.4 FOOT.
 AM0365'
 AM0365'AZIMUTH MARK WAS NOT SEARCHED FOR.
 AM0365'
 AM0365'TO REACH STATION FROM THE POST OFFICE AT SARGENT, PROCEED
 AM0365'1.3 MILES SE ALONG SHELL ROAD TO DRAINAGE DITCH.  THENCE
 AM0365'GO 0.3 MILE SW ALONG THE SE BANK OF DRAINAGE DITCH TO SMALL HOUSE
 AM0365'NEAR CANY CREEK AND SITE OF THE STATION.
 AM0365
 AM0365                          STATION RECOVERY (1944)
 AM0365
 AM0365'RECOVERY NOTE BY SHELL OIL COMPANY 1944
 AM0365'SUGGESTED CHANGE IN PUBLISHED DESCRIPTION--STATION IS REACHED
 AM0365'FROM CONCRETE HALF-SLAB AT SARGENT BY CONTINUING SE ON MACADAM
 AM0365'ROAD FOR 1.6 MILES TO CATTLE GUARD, TURN RIGHT (SW) AND
 AM0365'FOLLOW NEW SHELL ROAD FOR 0.35 MILE, TURN LEFT (SE) AND FOLLOW
 AM0365'ABANDONED ROAD FOR 0.35 MILE, CROSS IRRIGATION CANAL (REFERENCE
 AM0365'MARK 1 AT LEFT) AND FOLLOW FARM ROAD 0.15 MILE SW TO SMALL WHITE
 AM0365'HOUSE ON BANK OF CANY CREEK AND VICINITY OF STATION.
 AM0365
 AM0365                          STATION RECOVERY (1952)
 AM0365
 AM0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JL)
 AM0365'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 AM0365'DESCRIBED.  AN ADDITIONAL REFERENCE MARK WAS ESTABLISHED
 AM0365'AS FOLLOWS--
 AM0365'
 AM0365'A STANDARD DISK, STAMPED PIERCE 1931 NO 3 1952 AND SET IN
 AM0365'A CONCRETE MONUMENT PROJECTING ABOUT 6 IN., W OF THE STATION.
 AM0365'
 AM0365'TO REACH FROM SARGENT, GO S ON HIGHWAY 457 FOR 2.2 MI.  TURN
 AM0365'RIGHT OFF THE HIGHWAY AND GO W ON CANEY CREEK ESTATES ROAD
 AM0365'FOR 0.7 MI.  TAKE THE RIGHT FORK AND GO 0.1 MI. TO A WHITE
 AM0365'HOUSE.  THEN TURN BACK TO THE RIGHT AND GO NE FOR 0.6 MI.
 AM0365'TO THE END OF THE ROAD AT A SMALL HOUSE AND THE STATION
 AM0365'ON THE LEFT.
 AM0365'
 AM0365'TO REACH THE AZIMUTH MARK, WHICH IS 2.4 MI. E OF THE STATION
 AM0365'AND NOT VISIBLE FROM THE GROUND, GO S FROM SARGENT FOR 1.5
 AM0365'MI.  THEN TURN LEFT AND FOLLOW THE MAIN ROAD E FOR 2.0 MI.
 AM0365'TO A TURN TO THE RIGHT ABOUT 100 YD. E OF A SMALL HOUSE AND
 AM0365'THE MARK ON THE OUTSIDE OF THE TURN.  IT IS 45 FT. N OF THE
 AM0365'CENTERLINE OF THE ROAD, 6 FT. S OF THE N FENCE, AND 7 FT.
 AM0365'SW OF THE BLACK CORNER POST.  A STANDARD DISK, STAMPED PIERCE
 AM0365'AZIMUTH 1931 AND PROJECTING ABOUT 3 IN.
 AM0365
 AM0365                          STATION RECOVERY (1952)
 AM0365
 AM0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AM0365'01.6 MI S FROM SARGENT.
 AM0365'IT IS ABOUT 1/4 MILE WEST OF HIGHWAY 457, 300 FEET NORTHEAST OF THE
 AM0365'BANK OF CANEY CREEK, 120 FEET SOUTHEAST OF THE SOUTH EAST CORNER OF A
 AM0365'SMALL HOUSE, 25 FEET WEST OF THE CENTERLINE OF A GRADED DIRT ROAD AND
 AM0365'PROJECTS ABOUT 4 INCHES.  TO REACH FROM SARGENT.  GO SOUTH ON HIGHWAY
 AM0365'NO.457, 02.2 MILES.  THEN TURN RIGHT AND GO WEST ON THE CANEY CREEK
 AM0365'ESTATES ROAD 0.7 MILE.  TAKE A RIGHT FORK AND GO 0.1 MILE TO A WHITE
 AM0365'HOUSE.  TURN BACK TO THE RIGHT AND GO NORTHEAST 0.6 MILE TO THE END OF
 AM0365'THE ROAD AND THE MARK ON THE LEFT.
 AM0365
 AM0365                          STATION RECOVERY (1954)
 AM0365
 AM0365'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 AM0365'MARK HAS BEEN BROKEN OFF.  REMAINS OF THE CEMENT POST WERE
 AM0365'FOUND BY DIGGING APPROXIMATELY 2-1/2 FT. UNDER GROUND.  STATION
 AM0365'LOCATION IS NOW IN A PLOWED FIELD.  REFERENCE MARK 2 HAS BEEN
 AM0365'TURNED BY A PLOW.  REFERENCE MARK 1 IS IN GOOD CONDITION.
 AM0365'DESCRIPTION SHOULD READ--
 AM0365'
 AM0365'PROCEED S FROM THE SARGENT POST OFFICE FOR APPROXIMATELY
 AM0365'1.9 MI. ON A BLACK-TOP AND SHELL ROAD TO A SHELL ROAD W.
 AM0365'TURN W APPROXIMATELY 1 MI. TO A SHELL ROAD N.  TURN N TO THE
 AM0365'END OF THE ROAD AT A CANAL AND REFERENCE MARK 2.  REFERENCE
 AM0365'MARK 1 IS APPROXIMATELY 300 FT. E OF THE ROAD, AND 100 FT.
 AM0365'S OF THE CANAL BY THE FENCE POST.
 AM0365
 AM0365                          STATION RECOVERY (1954)
 AM0365
 AM0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (BDP)
 AM0365'SURFACE MARK DESTROYED.  UNDERGROUND MARK RECOVERED IN GOOD
 AM0365'CONDITION.  REFERENCE MARK 1 RECOVERED IN APPARENTLY GOOD
 AM0365'CONDITION.  TOP OF MARK IS NOW APPROXIMATELY 1 FT. ABOVE THE
 AM0365'SURFACE OF THE GROUND.  REFERENCE MARK 2 RECOVERED BUT HAS
 AM0365'BEEN DISTURBED AND IS NOT GOOD FOR AZIMUTH.  ROADS MENTIONED
 AM0365'IN THE ORIGINAL DESCRIPTION WITH THE EXCEPTION OF ONE-HALF
 AM0365'SLAB (NOW ONE-HALF SLAB AND ONE-HALF BLACK-TOP) AND ROAD
 AM0365'LEADING SE FROM SARGENT (NOW BLACK-TOP) DO NOT NOW EXIST.
 AM0365'SUGGESTED DESCRIPTION--
 AM0365'
 AM0365'TAKE BLACK-TOP ROAD LEADING SE FROM SARGENT FOR 2.0 MI.  THEN
 AM0365'TURN RIGHT (SW) AND FOLLOW A SHELL ROAD (CANEY CREEK ESTATES
 AM0365'ROAD) FOR 0.8 MI.  THEN TAKE A HARD RIGHT TURN AND FOLLOW
 AM0365'THIS ROAD TO A DRAINAGE CANAL.  STATION IS APPROXIMATELY
 AM0365'230 FT. S-SE OF THE CANAL.  WHEN STATION WAS RECOVERED,
 AM0365'THERE WAS PLACED A SASH WEIGHT DIRECTLY ABOVE THE UNDERGROUND
 AM0365'MARK.  SASH WEIGHT PROTRUDES APPROXIMATELY 1 FT. HIGH.  THE
 AM0365'FOLLOWING DISTANCES WERE CHAINED--
 AM0365'
 AM0365'178.6 FT. N-NW TO REFERENCE MARK 2, 169.5 FT. SW TO A R.E.A.
 AM0365'POWER POLE, 72.3 FT. N-NW TO A 3/4-IN. IRON PIN WHICH IS
 AM0365'A LOT PROPERTY LINE, 25.8 FT. S-SE TO A 1-IN. IRON PIPE WHICH
 AM0365'IS A LOT PROPERTY LINE, (STATION IS APPROXIMATELY ON LINE
 AM0365'BETWEEN THE 3/4-IN. IRON PIN AND THE 1-IN. IRON PIPE), AND 37.5
 AM0365'FT. E-NE TO THE CENTERLINE OF A SHELL ROAD.  MR. WORLEY OF
 AM0365'SARGENT CAN BE ASKED ABOUT THE APPROXIMATE LOCATION OF THIS
 AM0365'STATION.
 AM0365
 AM0365                          STATION RECOVERY (1962)
 AM0365
 AM0365'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962 (DSY)
 AM0365'LETTER OF MR. DWIGHT S. YOUND, BAY CITY, TEXAS DATED APRIL
 AM0365'23, 1962--
 AM0365'
 AM0365'REFERENCE MARK 2 WAS FOUND IN POOR CONDITION.
 AM0365
 AM0365                          STATION RECOVERY (1962)
 AM0365
 AM0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 AM0365'AT TIME OF RECOVERY, THE 1954 RECOVERY NOTE DESCRIPTION WAS
 AM0365'USED.  THE SUB-STATION MARK, REFERENCE MARK NO. 1, AND THE
 AM0365'AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND.  REFERENCE
 AM0365'MARK NO. 2, STAMPED PIERCE NO 2 1931 34 WAS FOUND TO BE
 AM0365'DESTROYED.  IT WAS LYING IN A HORIZONTAL POSITION.  THE CONCRETE
 AM0365'POST HAD BEEN HIT BY MACHINERY.  THE DISK WAS SALVAGED FROM THE
 AM0365'CONCRETE POST.
 AM0365'
 AM0365'TO REACH THE STATION FROM THE POST OFFICE AT SARGENT, GO
 AM0365'SOUTHEAST ON THE BLACK TOP ROAD 2.15 MILES TO THE CANEY CREEK
 AM0365'ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE SHELL TOP
 AM0365'ROAD FOR 0.55 MILE TO A ROAD FORK.  TAKE RIGHT FORK, GO
 AM0365'0.3 MILE TO A ROAD ON THE RIGHT.  TURN SHARP RIGHT AND FOLLOW
 AM0365'THE TRACK ROAD ALONG EDGE OF CULTIVATED FIELD FOR 0.6 MILE
 AM0365'TO END OF ROAD AND THE STATION.
 AM0365
 AM0365                          STATION RECOVERY (1964)
 AM0365
 AM0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLA)
 AM0365'AFTER A THOROUGH SEARCH, STATION WAS NOT FOUND.  THERE WERE
 AM0365'NO VISIBLE MARKS AT SITE OF STATION.  R.M. 1 AND 2 BOTH
 AM0365'UPROOTED AND THEIR ORIGINAL LOCATION UNCERTAIN.  NO REFERENCE
 AM0365'POINTS COULD BE FOUND.  DID NOT DIG FOR UNDERGROUND MARK AT
 AM0365'STATION BECAUSE OF UNCERTAIN LOCATION.  FOR ALL PRACTICAL
 AM0365'PURPOSES, THIS STATION IS LOST WITHOUT ADEQUATE REFERENCE
 AM0365'MARKS.
 AM0365
 AM0365                          STATION RECOVERY (1969)
 AM0365
 AM0365'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (JW)
 AM0365'RECOVERED BY MONROE AND BASS CONSULTING ENGINEERS
 AM0365'
 AM0365'PIERCE-DESTROYED
 AM0365'
 AM0365'REF 1-DESTROYED
 AM0365'
 AM0365'REF 2-DESTROYED
 AM0365'
 AM0365'REF 1 WAS FOUND ON DITCH SPOIL AND PIECES OF PIERCE AND REF. 2
 AM0365'WERE FOUND NEAR JACKSON DITCH.
 AM0365'
 AM0365'MR. WORLEY OF SARGENT WAS CONSULTED BUT HE SAID MARK HAD
 AM0365'BEEN DESTROYED WHEN LOT WAS CLEARED.  SMALL WHITE HOUSE NO
 AM0365'LONGER EXISTS.
 AM0365
 AM0365                          STATION RECOVERY (1969)
 AM0365
 AM0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0365'THE UNDER GROUND STATION MARK WAS FOUND IN GOOD CONDITION.
 AM0365'AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT IS NOT VISIBLE FROM
 AM0365'GROUND.  SURFACE STATION MARK, REFERENCE MARKS NO. 1, NO. 2
 AM0365'AND NO. 3 WERE FOUND TO BE DESTROYED.  SUB-STATION MARK WAS
 AM0365'LOWERED AND RE-MARKED IN THE PRECISE ORIGINAL POSITION AND
 AM0365'A SURFACE STATION MARK SET DIRECTLY ABOVE SUB-MARK.  TWO NEW
 AM0365'REFERENCE MARKS AND A NEW AZIMUTH MARK WERE SET.
 AM0365'
 AM0365'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS ABOUT 22 MILES
 AM0365'SOUTHEAST OF BAY CITY, 1 MILE SOUTH OF SARGENT, ALONG EAST
 AM0365'SIDE OF CANEY CREEK, AND ON LAND OWNED BY MR. ELO WERLLA.
 AM0365'
 AM0365'TO REACH STATION FROM THE POST OFFICE IN SARGENT, GO
 AM0365'SOUTHEAST ON STATE HIGHWAY 457 FOR 1.45 MILES TO A SIDE
 AM0365'ROAD ON LEFT.* TURN LEFT, NORTHEAST, GO 1.9 MILES TO AZIMUTH
 AM0365'MARK ON LEFT.  *FROM THE SIDE ROAD KEEP STRAIGHT AHEAD, GO
 AM0365'0.7 MILE TO CANEY CREEK ROAD ON RIGHT.  TURN RIGHT, SOUTHWEST,
 AM0365'GO 0.5 MILE TO AZIMUTH MARK 2 ON THE LEFT.  CONTINUE 0.05
 AM0365'MILE TO A ROAD FORK.  KEEP RIGHT FORK, GO 0.35 MILE TO SIDE
 AM0365'ROAD ON RIGHT.  TURN SHARP RIGHT, GO 0.55 MILE TO END OF
 AM0365'ROAD AND STATION.
 AM0365'
 AM0365'STATION MARKS ARE STANDARD DISKS, STAMPED PIERCE 1931 1969,
 AM0365'SURFACE DISK IS SET IN A ROUND CONCRETE POST 16 INCHES IN
 AM0365'DIAMETER AND 12 INCHES BELOW SURFACE OF GROUND.  IT IS 217 FEET
 AM0365'SOUTHEAST OF THE JACKSON DITCH BANK, 36 FEET SOUTHWEST OF
 AM0365'CENTER LINE OF SHELL ROAD, AND 1 FOOT SOUTHWEST OF A METAL
 AM0365'WITNESS POST.  UNDERGROUND DISK IS IN AN IRREGULAR MASS
 AM0365'OF CONCRETE 48 INCHES BELOW SURFACE OF GROUND.
 AM0365'
 AM0365'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED PIERCE 1931
 AM0365'NO 4 1969 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AM0365'4 INCHES.  IT IS 7 FEET NORTH OF A MESQUITE TREE AND 2 FEET
 AM0365'SOUTHWEST OF A METAL POST.
 AM0365'
 AM0365'REFERENCE MARK NO. 5, A STANDARD DISK, STAMPED PIERCE 1931
 AM0365'NO 5 1969 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AM0365'5 INCHES.  IT IS 34 FEET SOUTHWEST OF THE EXTENDED CENTER LINE
 AM0365'OF ROAD, 6 FEET SOUTHEAST OF JACKSON DITCH BANK, AND 2 FEET
 AM0365'WEST OF A METAL WITNESS POST.
 AM0365'
 AM0365'AZIMUTH MARK, A STANDARD REFERENCE DISK, STAMPED PIERCE
 AM0365'1931 AZ MARK IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH
 AM0365'WITH GROUND.  IT IS ON OUTSIDE CURVE OF ROAD, 55 FEET
 AM0365'NORTH OF THE CENTER LINE, 90 FEET NORTH OF A CATTLE GUARD,
 AM0365'9 FEET SOUTH OF A T-FENCE CORNER AND 1.5 FEET SOUTH OF A
 AM0365'METAL WITNESS POST.
 AM0365'
 AM0365'AZIMUTH MARK, A STANDARD DISK, STAMPED PIERCE 1931 AZ 2 1969,
 AM0365'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6
 AM0365'INCHES.  IT IS 37 FEET SOUTHEAST OF CENTER LINE OF ROAD.
 AM0365'
 AM0365'AZIMUTH MARK AZ-2 IS 212 FEET NORTHEAST OF THE NORTHEAST
 AM0365'CORNER OF A HOUSE, 38 FEET NORTH OF A POWER LINE POLE, 17
 AM0365'FEET SOUTHWEST OF A FIELD ROAD, 2 FEET NORTHEAST OF A CORNER
 AM0365'FENCE POST, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 AM0365'
 AM0365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AM0365'SOUTH OF SARGENT
 AM0365
 AM0365                          STATION RECOVERY (1978)
 AM0365
 AM0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0365'THE STATION MARK, REFERENCE MARKS 4 AND 5, AZIMUTH MARK, AND
 AM0365'AZIMUTH MARK 2 WERE RECOVERED.  THE DISTANCE TO THE REFERENCE
 AM0365'MARKS CHECKED THE OLD DATA.  THE DIRECTION TO REFERENCE MARK 4
 AM0365'CHECKED THE OLD DATA.  A DIFFERENCE OF 1 MINUTE AND 15 SECONDS
 AM0365'WAS NOTED IN THE DIRECTION TO REFERENCE MARK 5.  A NEW
 AM0365'DESCRIPTION FOLLOWS.
 AM0365'
 AM0365'THE STATION IS ABOUT 23 MILES SOUTHEAST OF BAY CITY, 21 MILES
 AM0365'SOUTHWEST OF FREEPORT, 2 MILES SOUTH OF SARGENT, AND ON PROPERTY
 AM0365'OWNED BY J.T. MCKENZIE OF HOUSTON, TEXAS, OFFICE PHONE
 AM0365'713-946-1413.
 AM0365'
 AM0365'TO REACH THE STATION FROM THE TEXACO SERVICE STATION AND GROCERY
 AM0365'STORE IN SARGENT, GO SOUTHEAST ON STATION HIGHWAY 457 FOR 1.45
 AM0365'MILES TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS
 AM0365'POINT, SEE BELOW.)  CONTINUE SOUTHEAST ON STATE HIGHWAY 457 FOR
 AM0365'0.7 MILE TO CANEY CREEK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 AM0365'SOUTHWEST ON CANEY CREEK ROAD FOR 0.5 MILE TO AZIMUTH MARK 2 ON
 AM0365'THE LEFT.  CONTINUE SOUTHWEST ON CANEY CREEK ROAD FOR 0.05 MILE
 AM0365'TO A FORK.  KEEP THE RIGHT FORK AND GO SOUTHERLY FOR 0.25 MILE
 AM0365'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR
 AM0365'0.55 MILE TO THE END OF THE ROAD AND THE STATION ON THE LEFT.
 AM0365'
 AM0365'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0365'STAMPED---PIERCE 1931 1969---,
 AM0365'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 12 INCHES IN
 AM0365'DIAMETER RECESSED 18 INCHES BELOW THE GROUND.  IT IS
 AM0365'200 FEET EAST-SOUTHEAST FROM THE SOUTH EDGE OF A CULVERT,
 AM0365'36 FEET SOUTHEAST FROM THE APPROXIMATE CENTER OF A FIELD ROAD, AND
 AM0365'1.0 FOOT SOUTHEAST FROM A METAL WITNESS POST.
 AM0365'
 AM0365'REFERENCE MARK 4 IS A STANDARD NGS DISK
 AM0365'STAMPED---PIERCE 1931 NO 4 1969---,
 AM0365'SET INTO THE TOP OF SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0365'SIDE FLUSH WITH THE GROUND.  IT IS 18 FEET EAST FROM THE EDGE
 AM0365'OF A CANAL AND
 AM0365'5 FEET NORTH FROM A METAL WITNESS POST.
 AM0365'
 AM0365'REFERENCE MARK 5 IS A STANDARD NGS DISK
 AM0365'STAMPED---PIERCE 1931 NO 5 1969---,
 AM0365'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0365'SIDE PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0365'21 FEET SOUTH FROM A CULVERT,
 AM0365'15 FEET SOUTHEAST FROM THE EDGE OF A CANAL, AND
 AM0365'1 FOOT NORTH FROM A METAL WITNESS POST.
 AM0365'
 AM0365'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 AM0365'STAMPED---PIERCE AZ MARK 1931---,
 AM0365'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES ON A
 AM0365'SIDE FLUSH WITH THE GROUND.
 AM0365'
 AM0365'AZIMUTH MARK 2 IS A STANDARD COAST AND GEODETIC DISK
 AM0365'STAMPED---PIERCE 1931 AZ 2 1969---,
 AM0365'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0365'SIDE PROJECTING 4 INCHES ABOVE THE GROUND.
 AM0365'IT IS 39.5 FEET SOUTHEAST FROM THE CENTER OF A PAVED ROAD,
 AM0365'2 FEET NORTHEAST FROM A FENCE CORNER, AND
 AM0365'1 FOOT SOUTHEAST FROM A METAL WITNESS POST.
 AM0365'
 AM0365'TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED ABOVE, TURN
 AM0365'LEFT AND GO NORTHEAST FOR 1.9 MILES TO A LOCKED GATE AND THE
 AM0365'AZIMUTH MARK.
 AM0365'
 AM0365'EIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.9 METERS.  THE
 AM0365'ORIGINAL AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 AM0365
 AM0365                          STATION RECOVERY (1991)
 AM0365
 AM0365'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6068 ***********************************************************************
 AW6068  DESIGNATION -  PIERCE
 AW6068  PID         -  AW6068
 AW6068  STATE/COUNTY-  TX/GALVESTON
 AW6068  USGS QUAD   -  FROZEN POINT (1994)
 AW6068
 AW6068                         *CURRENT SURVEY CONTROL
 AW6068  ___________________________________________________________________
 AW6068* NAD 83(1993)-  29 30 02.11294(N)    094 31 17.62779(W)     ADJUSTED  
 AW6068* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 AW6068  ___________________________________________________________________
 AW6068  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW6068  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW6068
 AW6068  HORZ ORDER  -  SECOND
 AW6068
 AW6068.The horizontal coordinates were established by classical geodetic methods
 AW6068.and adjusted by the National Geodetic Survey in February 1996..
 AW6068
 AW6068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6068
 AW6068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6068
 AW6068.The geoid height was determined by GEOID03.
 AW6068
 AW6068;                    North         East     Units Scale Factor Converg.
 AW6068;SPC TXSC     - 4,193,088.307 1,034,091.184   MT  0.99986741   +2 11 38.6
 AW6068;SPC TXSC     -13,756,823.89  3,392,680.83   sFT  0.99986741   +2 11 38.6
 AW6068;UTM  15      - 3,264,412.949   352,510.533   MT  0.99986841   -0 44 57.8
 AW6068
 AW6068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6068!SPC TXSC     -   1.00000394  x   0.99986741  =   0.99987135
 AW6068!UTM  15      -   1.00000394  x   0.99986841  =   0.99987235
 AW6068
 AW6068:                Primary Azimuth Mark                     Grid Az
 AW6068:SPC TXSC     -  GILCHRIST 2                              063 33 56.9
 AW6068:UTM  15      -  GILCHRIST 2                              066 30 33.3
 AW6068
 AW6068|---------------------------------------------------------------------|
 AW6068| PID    Reference Object                     Distance      Geod. Az  |
 AW6068|                                                           dddmmss.s |
 AW6068| AW1377 GILCHRIST 2                         APPROX. 3.9 KM 0654535.5 |
 AW6068| AW1373 PIERCE RM 1                          22.124 METERS 09155     |
 AW6068| AW1372 PIERCE RM 2                          22.147 METERS 22440     |
 AW6068| AW1371 CAPLEN                              456.549 METERS 2412113.7 |
 AW6068|---------------------------------------------------------------------|
 AW6068
 AW6068                          SUPERSEDED SURVEY CONTROL
 AW6068
 AW6068  NAD 83(1993)-  29 30 02.12247(N)    094 31 17.61941(W) AD(       ) 2
 AW6068  NAD 83(1986)-  29 30 02.13155(N)    094 31 17.60799(W) AD(       ) 2
 AW6068  NAD 27      -  29 30 01.29590(N)    094 31 16.91880(W) AD(       ) 2
 AW6068  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 AW6068
 AW6068.Superseded values are not recommended for survey control.
 AW6068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6068.See file dsdata.txt to determine how the superseded data were derived.
 AW6068
 AW6068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN5251164413(NAD 83)
 AW6068_MARKER: DS = TRIANGULATION STATION DISK
 AW6068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6068
 AW6068  HISTORY     - Date     Condition        Report By
 AW6068  HISTORY     - 1963     MONUMENTED       CGS
 AW6068  HISTORY     - 1976     GOOD             NGS
 AW6068  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW6068  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW6068  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW6068  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW6068
 AW6068                          STATION DESCRIPTION
 AW6068
 AW6068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6068'THE STATION IS LOCATED IN THE EAST EDGE OF THE VILLAGE OF
 AW6068'CAPLEN, ABOUT 2 112 MILES SOUTHWEST OF GILCHRIST, ON THE
 AW6068'PROPERTY OWNED BY MR. M.T. PIERCE.
 AW6068'
 AW6068'TO REACH THE STATION FROM THE POST OFFICE IN GILCHRIST, GO
 AW6068'SOUTHWEST ON STATE HIGHWAY 87 FOR 2.65 MILES TO A GATE ON
 AW6068'THE RIGHT AND THE STATION AS DESCRIBED.
 AW6068'
 AW6068'THE STATION IS A STANDARD DISK STAMPED PIERCE 1963, SET IN
 AW6068'A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS 22 INCHES
 AW6068'BELOW THE GROUND SURFACE.  IT IS 10.5 FEET SOUTH OF A 3
 AW6068'INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  88.5
 AW6068'FEET NORTH OF THE CENTER OF STATE HIGHWAY 87.  27.5 FEET
 AW6068'NORTH OF A FENCE GATE.
 AW6068'
 AW6068'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED PIERCE NO
 AW6068'1 1963, SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AW6068'4 INCHES FROM THE GROUND SURFACE.  IT IS 2.9 FEET SOUTH
 AW6068'OF A EAST WEST FENCE LINE.  57.8 FEET NORTH OF STATE HIGHWAY
 AW6068'87.  15.2 FEET EAST OF THE CENTER OF A SHELL ROAD, 64.0 FEET
 AW6068'WEST OF THE WITNESS POST.
 AW6068'
 AW6068'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED PIERCE NO 2
 AW6068'1963, SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AW6068'2 INCHES FROM THE GROUND SURFACE.  IT IS 83.5 FEET SOUTH
 AW6068'OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 AW6068'60.4 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 87.  1.2
 AW6068'FEET NORTH OF A EAST WEST FENCE LINE.
 AW6068'
 AW6068'HEIGHT OF LIGHT ABOVE STATION MARK 22.31 METERS.
 AW6068
 AW6068                          STATION RECOVERY (1976)
 AW6068
 AW6068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 AW6068'THE STATION MARK AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 AW6068'CONDITION.
 AW6068'
 AW6068'TO REACH FROM THE POST OFFICE IN GILCHRIST, GO SW ON STATE HIGHWAY
 AW6068'87 FOR 2.65 MILES TO A SHELL ROAD RIGHT AND THE STATION ON THE
 AW6068'RIGHT.
 AW6068'
 AW6068'STATION MARK IS 88.5 FEET NW OF THE CENTER OF HIGHWAY 87, 27.5 FEET
 AW6068'NW OF A FENCE LINE AND 8 FEET SW OF AN OLD CHAIN LINK FENCE.  MARK
 AW6068'IS ABOUT 1-1/2 FEET BELOW GROUND LEVEL.
 AW6068'
 AW6068'RM 1 IS 72.59 FEET E OF STATION AND 57.8 FEET NW OF CENTER LINE OF
 AW6068'HIGHWAY.
 AW6068'
 AW6068'RM 2 IS 72.66 FEET SOUTHWEST OF STATION AND 60.4 FEET NW OF CENTER
 AW6068'LINE OF HIGHWAY.  IT PROJECTS ABOUT 1 INCH.
 AW6068'
 AW6068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CAPLEN.
 AW6068
 AW6068                          STATION RECOVERY (1978)
 AW6068
 AW6068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AW6068'TOP OF DISK IS GONE, BUT BELIEVE UNDERGROUND IS STILL THERE AND IN
 AW6068'GOOD SHAPE.
 AW6068
 AW6068                          STATION RECOVERY (1994)
 AW6068
 AW6068'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6068'MARK NOT FOUND.
 AW6068
 AW6068                          STATION RECOVERY (1995)
 AW6068
 AW6068'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6068'MARK NOT FOUND.
 AW6068
 AW6068                          STATION RECOVERY (2004)
 AW6068
 AW6068'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2683 ***********************************************************************
 AX2683  DESIGNATION -  PIERCE
 AX2683  PID         -  AX2683
 AX2683  STATE/COUNTY-  TX/WHARTON
 AX2683  USGS QUAD   -  PIERCE (1980)
 AX2683
 AX2683                         *CURRENT SURVEY CONTROL
 AX2683  ___________________________________________________________________
 AX2683* NAD 83(1993)-  29 12 11.28411(N)    096 11 15.28440(W)     ADJUSTED  
 AX2683* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 AX2683  ___________________________________________________________________
 AX2683  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AX2683  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2683
 AX2683  HORZ ORDER  -  THIRD
 AX2683
 AX2683.The horizontal coordinates were established by classical geodetic methods
 AX2683.and adjusted by the National Geodetic Survey in February 1996..
 AX2683
 AX2683.The orthometric height was scaled from a topographic map.
 AX2683
 AX2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2683
 AX2683.The geoid height was determined by GEOID03.
 AX2683
 AX2683;                    North         East     Units Scale Factor Converg.
 AX2683;SPC TXSC     - 4,155,098.238   873,438.683   MT  0.99986587   +1 22 40.2
 AX2683;SPC TXSC     -13,632,184.80  2,865,606.75   sFT  0.99986587   +1 22 40.2
 AX2683;UTM  14      - 3,233,767.683   773,450.265   MT  1.00052281   +1 22 23.0
 AX2683
 AX2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2683!SPC TXSC     -   0.99999972  x   0.99986587  =   0.99986559
 AX2683!UTM  14      -   0.99999972  x   1.00052281  =   1.00052253
 AX2683
 AX2683|---------------------------------------------------------------------|
 AX2683| PID    Reference Object                     Distance      Geod. Az  |
 AX2683|                                                           dddmmss.s |
 AX2683| CV6661 PIERCE RM 1                          10.459 METERS 04037     |
 AX2683| CV6662 PIERCE RM 2                          10.058 METERS 29609     |
 AX2683| CV6660 PIERCE AZ MK                                       3303919.4 |
 AX2683| AX2684 PIERCE RANCH TEXAS CO TANK          APPROX. 3.8 KM 3493244.0 |
 AX2683|---------------------------------------------------------------------|
 AX2683
 AX2683                          SUPERSEDED SURVEY CONTROL
 AX2683
 AX2683  NAD 83(1986)-  29 12 11.29622(N)    096 11 15.26932(W) AD(       ) 3
 AX2683  NAD 27      -  29 12 10.39376(N)    096 11 14.40532(W) AD(       ) 3
 AX2683
 AX2683.Superseded values are not recommended for survey control.
 AX2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2683.See file dsdata.txt to determine how the superseded data were derived.
 AX2683
 AX2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7345033768(NAD 83)
 AX2683_MARKER: DS = TRIANGULATION STATION DISK
 AX2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2683
 AX2683  HISTORY     - Date     Condition        Report By
 AX2683  HISTORY     - 1954     MONUMENTED       CGS
 AX2683
 AX2683                          STATION DESCRIPTION
 AX2683
 AX2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2683'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF WHARTON, 5 MILES
 AX2683'EAST OF EL CAMPO, 3 MILES SOUTH OF PIERCE AND ON PROPERTY OF MR.
 AX2683'ERVIN BROD.
 AX2683'
 AX2683'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2683'FLUSH.  IT IS 150 FEET WEST OF THE BACK OF A RED BARN.  3 FEET EAST
 AX2683'OF A FENCELINE.  5 FEET SOUTHEAST OF A WITNESS POST AND IN THE
 AX2683'SOUTH-WEST CORNER OF A LARGE PASTURE.  THE MARK IS STAMPED PIERCE
 AX2683'1954.
 AX2683'
 AX2683'TO REACH THE STATION FROM THE DEPOT IN PIERCE, GO SOUTHWEST ON US
 AX2683'HIGHWAY 59 FOR 0.5 MILE TO A GRAVELED ROAD LEFT, SOUTH.  GO SOUTH
 AX2683'FOR 0.7 MILE TO THE HOME OF MR. BROD ON THE RIGHT AND THE STATION
 AX2683'SITE BEHIND THE BARN.
 AX2683'
 AX2683'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2683'FLUSH.  IT IS 43 FEET NORTH OF AN EAST-WEST FENCELINE, 37 FEET EAST
 AX2683'OF NORTH-WEST FENCELINE AND ABOUT 115 FEET WEST OF THE BARN.  THE
 AX2683'MARK IS STAMPED PIERCE NO 1 1954.
 AX2683'
 AX2683'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2683'PROJECTING 3 INCHES.  IT IS 1 FOOT EAST OF THE FENCELINE AND 29 FEET
 AX2683'NORTHWEST OF A WITNESS POST.  THE MARK IS STAMPED PIERCE NO 2 1954.
 AX2683'
 AX2683'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2683'PROJECTING 6 INCHES.  IT IS 44 FEET SOUTH OF A T-INTERSECTION, 8
 AX2683'FEET SOUTHWEST OF A FENCE CORNER AND 2 FEET SOUTHEAST OF A WITNESS
 AX2683'POST.  THE MARK IS IN THE RIGHT-OF-WAY FENCELINE AND IS STAMPED
 AX2683'PIERCE 1954.
 AX2683'
 AX2683'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1032 ***********************************************************************
 CT1032  DESIGNATION -  PIERCE
 CT1032  PID         -  CT1032
 CT1032  STATE/COUNTY-  TX/STEPHENS
 CT1032  USGS QUAD   -  LA CASA (1967)
 CT1032
 CT1032                         *CURRENT SURVEY CONTROL
 CT1032  ___________________________________________________________________
 CT1032* NAD 83(1993)-  32 30 56.27905(N)    098 43 42.48915(W)     ADJUSTED  
 CT1032* NAVD 88     -       489.6    (meters)    1606.     (feet)  VERTCON   
 CT1032  ___________________________________________________________________
 CT1032  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CT1032  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CT1032
 CT1032  HORZ ORDER  -  FIRST
 CT1032
 CT1032.The horizontal coordinates were established by classical geodetic methods
 CT1032.and adjusted by the National Geodetic Survey in February 1996..
 CT1032
 CT1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1032
 CT1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1032
 CT1032.The geoid height was determined by GEOID03.
 CT1032
 CT1032;                    North         East     Units Scale Factor Converg.
 CT1032;SPC TXNC     - 2,094,165.853   578,534.738   MT  0.99991608   -0 07 28.6
 CT1032;SPC TXNC     - 6,870,609.14  1,898,076.05   sFT  0.99991608   -0 07 28.6
 CT1032;UTM  14      - 3,597,624.544   525,503.004   MT  0.99960802   +0 08 45.4
 CT1032
 CT1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1032!SPC TXNC     -   0.99992765  x   0.99991608  =   0.99984373
 CT1032!UTM  14      -   0.99992765  x   0.99960802  =   0.99953569
 CT1032
 CT1032|---------------------------------------------------------------------|
 CT1032| PID    Reference Object                     Distance      Geod. Az  |
 CT1032|                                                           dddmmss.s |
 CT1032| CX7942 PIERCE RM                            25.760 METERS 09126     |
 CT1032| CX7943 PIERCE RM 3                                        1494654.2 |
 CT1032| CX7941 PIERCE RM                            16.950 METERS 16709     |
 CT1032|---------------------------------------------------------------------|
 CT1032
 CT1032                          SUPERSEDED SURVEY CONTROL
 CT1032
 CT1032  NAD 83(1986)-  32 30 56.28190(N)    098 43 42.47575(W) AD(       ) 1
 CT1032  NAD 27      -  32 30 55.82000(N)    098 43 41.25600(W) AD(       ) 1
 CT1032  NGVD 29 (07/19/86)  489.5    (m)         1606.     (f) VERT ANG       
 CT1032
 CT1032.Superseded values are not recommended for survey control.
 CT1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1032.See file dsdata.txt to determine how the superseded data were derived.
 CT1032
 CT1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA2550397625(NAD 83)
 CT1032_MARKER: N = NAIL
 CT1032_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CT1032_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CT1032
 CT1032  HISTORY     - Date     Condition        Report By
 CT1032  HISTORY     - 1908     MONUMENTED       CGS
 CT1032  HISTORY     - 1936     GOOD             CGS
 CT1032  HISTORY     - 1937     GOOD             CGS
 CT1032  HISTORY     - 1957     GOOD             CGS
 CT1032  HISTORY     - 1959     GOOD             CGS
 CT1032  HISTORY     - 1960     GOOD             CGS
 CT1032  HISTORY     - 1975     GOOD             NGS
 CT1032  HISTORY     - 1980     GOOD             NGS
 CT1032
 CT1032                          STATION DESCRIPTION
 CT1032
 CT1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 CT1032'ABOUT 5 MILES BY ROAD, OR 3-1/2 MILES DIRECT, NW OF RANGER,
 CT1032'A TOWN ON THE TEXAS AND PACIFIC RAILWAY, ABOUT 375 METERS
 CT1032'(1230 FEET) W OF THE CENTER OF THE RANGER-WAYLAND PUBLIC
 CT1032'ROAD, AND ABOUT 1/5 MILE N OF THE BOUNDARY BETWEEN STEPHENS
 CT1032'AND EASTLAND COUNTIES, ON THE PROPERTY OF DAVID Z. PIERCE.
 CT1032'THE STATION IS IN A WOOD LOT 16.94 METERS (55.6 FEET) N OF
 CT1032'AN E AND W FENCE WHICH SEPARATES THE WOOD LOT FROM A CULTIVATED
 CT1032'FIELD, AND 25 PACES NE OF A TENANT HOUSE.
 CT1032'
 CT1032'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 CT1032'1-1/2 INCH CONCRETE FILLED PIPE IN A CONCRETE CYLINDER.
 CT1032'
 CT1032'THE REFERENCE MARK IS IN THE E AND W FENCE MENTIONED ABOVE
 CT1032'AND IS 16.94 METERS (55.6 FEET) FROM THE STATION
 CT1032'S 12 DEG 54 MIN E.
 CT1032'
 CT1032'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--S GABLE OF PIERCES
 CT1032'HOUSE, 221.60 METERS (727.0 FEET), N 64 DEG 49 MIN E.  CHIMNEY
 CT1032'ON PIERCES HOUSE, 225 METERS (738 FEET), N 61 DEG 50 MIN E.
 CT1032
 CT1032                          STATION RECOVERY (1936)
 CT1032
 CT1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 CT1032'MARKS FOUND IN GOOD CONDITION.  ABOUT 6.0 MILES BY ROAD NW
 CT1032'OF RANGER ON PROPERTY BELONGING TO MR. MAYHALL (FORMERLY
 CT1032'OWNED BY MR. DAVID Z. PIERCE).  THE STATION IS ABOUT 200 YARDS
 CT1032'SW OF MR. MAYHALLS HOUSE IN A PASTURE.
 CT1032'
 CT1032'THE REFERENCE MARK IS 22.25 METERS FROM THE STATION N 6 DEG 16 MIN E.
 CT1032'
 CT1032'TO REACH FROM RANGER, GO N ON THE RANGER-CADDO ROAD (PAVED)
 CT1032'FOR 3.0 MILES TO A T-ROAD N, AND A SMALL STORE IN THE SW
 CT1032'ANGLE.  THERE TURN W AND GO 2.2 MILES TO A T-ROAD N.  THEN
 CT1032'N 0.8 MILE TO MR. MAYHALLS HOUSE AND STATION IS ON THE W
 CT1032'SIDE OF THE ROAD.
 CT1032
 CT1032                          STATION RECOVERY (1937)
 CT1032
 CT1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CT1032'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 CT1032'CONDITION.  FOLLOWING IS THE NEW DESCRIPTION.
 CT1032'
 CT1032'ABOUT 4-1/2 MILES NW OF RANGER.  ABOUT 1/5 MILE N OF THE
 CT1032'BOUNDARY BETWEEN STEPHENS AND EASTLAND COUNTIES, IN PASTURE
 CT1032'LAND OWNED AND OCCUPIED BY ALVIN MAYHALL.  STATION IS IN
 CT1032'OPEN PASTURE LAND ABOUT 225 METERS WSW OF MR. MAYHALLS HOUSE
 CT1032'WHICH IS THE SAME AS PIERCES HOUSE AS DESCRIBED IN 1908,
 CT1032'ABOUT 75 YARDS W OF THE BARN AND ABOUT 35 PACES N OF A FENCE
 CT1032'THAT DIVIDES PASTURE LAND AND CULTIVATED FIELD.
 CT1032'
 CT1032'THE SURFACE MARK IS A LARGE NAIL PROJECTING ABOVE THE SURFACE
 CT1032'OF CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER
 CT1032'SET IN CYLINDER OF CONCRETE 20 INCHES IN DIAMETER.  PIPE AND
 CT1032'CONCRETE CYLINDER EACH 24 INCHES LONG.  IT IS FLUSH WITH THE
 CT1032'GROUND.
 CT1032'
 CT1032'THE UNDERGROUND MARK IS THE POINT OF A LARGE NAIL 30 INCHES
 CT1032'BELOW THE SURFACE OF THE GROUND AND PROJECTING ABOVE THE
 CT1032'SURFACE OF THE CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES
 CT1032'IN DIAMETER AND 12 INCHES LONG AND IS EMBEDDED IN A CYLINDER
 CT1032'OF CONCRETE 12 INCHES IN DIAMETER AND 12 INCHES LONG.
 CT1032'
 CT1032'REFERENCE MARK (1908) IS THE POINT OF A LARGE NAIL PROJECTING
 CT1032'ABOVE CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER,
 CT1032'SET IN A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER.  PIPE
 CT1032'AND CONCRETE CYLINDER ARE 24 INCHES LONG.  IT IS FLUSH WITH
 CT1032'THE GROUND.
 CT1032'
 CT1032'ONE NEW REFERENCE MARK WAS ESTABLISHED.  IT IS A STANDARD
 CT1032'DISK SET IN A CONCRETE POST PROJECTING ABOUT 8 INCHES.  IT
 CT1032'IS E OF STATION.  IT IS NEAR THE NW CORNER OF FENCE SURROUNDING
 CT1032'THE GARDEN.
 CT1032'
 CT1032'REACHED FROM RAILROAD CROSSING AT TOWER IN RANGER BY GOING
 CT1032'NW UP MAIN STREET FOR 2 BLOCKS, THENCE TURN RIGHT AND GO NE
 CT1032'AND N ON PAVED ROAD (CADDO ROAD) FOR 2.7 MILES TO A SMALL
 CT1032'SERVICE STATION AND STORE ON LEFT.  THENCE LEAVE PAVED ROAD,
 CT1032'TURN LEFT AN GO W ON GRADED DIRT ROAD FOR 2.25 MILES, THENCE
 CT1032'RIGHT (N) FOR 0.7 MILE TO ALVIN MAYHALLS MAIL BOX AND ENTRANCE
 CT1032'TO HIS FARM ON LEFT, THENCE LEFT THROUGH CATTLE GUARD AND
 CT1032'GO 0.1 MILE TO RANCH HOUSE, CONTINUE W BY BARN INTO PASTURE
 CT1032'FOR 0.1 MILE TO STATION.
 CT1032
 CT1032                          STATION RECOVERY (1957)
 CT1032
 CT1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1032'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1032'CONDITION.  THE LAND IS STILL OWNED AND OCCUPIED BY MR. ALVIN
 CT1032'MAYHALL AND THE STATION AND REFERENCE MARKS ARE IN OPEN
 CT1032'PASTURE LAND ABOUT 225 YARDS WEST-SOUTHWEST OF HIS HOUSE.
 CT1032'
 CT1032'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--TO
 CT1032'REACH FROM RANGER, FROM THE JUNCTION OF FARM ROADS 101 AND
 CT1032'717 ABOUT 2 BLOCKS WEST OF THE POST OFFICE, GO EAST AND
 CT1032'NORTH ON FARM ROAD 717 FOR 2.65 MILES TO A T-ROAD LEFT,
 CT1032'TURN LEFT AND GO WEST FOR 2.25 MILES, TURN RIGHT AND GO
 CT1032'NORTH FOR 0.7 MILE TO LANE ON LEFT LEADING TO MR. MAYHALLS
 CT1032'FARMHOUSE, TURN LEFT TO FARMHOUSE AND STATION IN PASTURE
 CT1032'TO WEST AS DESCRIBED.
 CT1032
 CT1032                          STATION RECOVERY (1959)
 CT1032
 CT1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WL)
 CT1032'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION
 CT1032'AS DESCRIBED.
 CT1032'
 CT1032'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CT1032
 CT1032                          STATION RECOVERY (1960)
 CT1032
 CT1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CT1032'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CT1032'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CT1032'TO STATION SITE ARE CORRECT.
 CT1032
 CT1032                          STATION RECOVERY (1975)
 CT1032
 CT1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CT1032'THE STATION MARK, REFERENCE MARK 1908 AND REFERENCE MARK
 CT1032'1908 1937 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 CT1032'CHECK WAS MADE FOR DISTANCE AND DIRECTION TO THE MARKS AND
 CT1032'WAS FOUND ADEQUATE.  A REFERENCE MARK 3 WAS ESTABLISHED
 CT1032'AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CT1032'
 CT1032'STATION IS LOCATED ABOUT 19 MILES SOUTHEAST OF BRECKENRIDGE,
 CT1032'14 MILES SOUTH-SOUTHWEST OF CADDO, 13-1/2 MILES WEST-SOUTHWEST
 CT1032'OF STRAWN AND 4-1/2 MILES NORTHWEST OF RANGER.  IT IS IN
 CT1032'PASTURE LAND THAT IS THE PROPERTY OF MR. GAREL DUGAN OF
 CT1032'RANGER.
 CT1032'
 CT1032'TO REACH THE STATION FROM THE POST OFFICE IN RANGER, GO
 CT1032'NORTHERLY ON FARM ROAD 717 FOR 2.50 MILES TO A SIDE ROAD
 CT1032'LEFT, TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 2.25 MILES
 CT1032'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON GRADED
 CT1032'ROAD FOR 0.3 MILE TO REFERENCE MARK 3 ON THE LEFT, WEST
 CT1032'SIDE OF ROAD.  CONTINUE NORTH ON BLADED ROAD
 CT1032'FOR 0.4 MILE TO A WIRE GATE ON THE LEFT.  PASS THROUGH GATE
 CT1032'AND GO WESTERLY ON TRACK ROAD FOR 0.1 MILE TO AN OLD HOUSE
 CT1032'ON THE RIGHT, CONTINUE WEST FOR 0.05 MILE TO A GATE AND
 CT1032'OLD BARN ON THE LEFT.  PASS THROUGH GATE AND CONTINUE
 CT1032'WESTERLY FOR 0.05 MILE TO THE HIGHEST PART OF HILL AND
 CT1032'STATION.
 CT1032'
 CT1032'STATION MARKS, SURFACE MARK IS THE POINT OF A LARGE NAIL
 CT1032'PROJECTING ABOVE THE SURFACE OF CONCRETE THAT FILLS AN IRON
 CT1032'PIPE 1-1/2 INCHES IN DIAMETER THE PIPE AND CONCRETE CYLINDER
 CT1032'EACH 24 INCHES LONG.  IT IS SET FLUSH WITH THE GROUND SURFACE.
 CT1032'THE UNDERGROUND MARK IS THE POINT OF A LARGE NAIL 30 INCHES
 CT1032'BELOW THE SURFACE OF THE GROUND AND PROJECTING ABOVE THE
 CT1032'SURFACE OF THE CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES
 CT1032'IN DIAMETER AND 12 INCHES LONG AND EMBEDDED IN A CYLINDER
 CT1032'OF CONCRETE 12 INCHES IN DIAMETER AND 12 INCHES LONG.  THE
 CT1032'MARK IS 115 FEET NORTH OF AN EAST-WEST FENCE LINE.
 CT1032'
 CT1032'REFERENCE MARK 1908, IS A POINT OF A LARGE NAIL PROJECTING
 CT1032'ABOVE CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER,
 CT1032'SET IN A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER THE
 CT1032'PIPE AND CYLINDER ARE 24 INCHES LONG.  THE MARK IS SET FLUSH
 CT1032'WITH THE GROUND SURFACE.  IT IS 59 FEET NORTH OF AN EAST-WEST
 CT1032'FENCE LINE.
 CT1032'
 CT1032'REFERENCE MARK 1908 1937, A STANDARD DISK STAMPED PIERCE
 CT1032'1908 1937, IS SET IN THE TOP OF 12X12 INCH CONCRETE MONUMENT,
 CT1032'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CT1032'85 FEET NORTH OF AN EAST-WEST FENCE LINE.
 CT1032'
 CT1032'REFERENCE MARK 3, A STANDARD DISK STAMPED PIERCE NO 3 1908
 CT1032'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CT1032'MONUMENT THAT PROJECTS 8 INCHES ABOVE GROUND SURFACE.  IT IS
 CT1032'35 FEET WEST OF CENTER OF ROAD.
 CT1032'
 CT1032'2 FEET SOUTHEAST OF METAL WITNESS POST WITH SIGN ATTACHED
 CT1032'AND 1.5 FEET EAST OF NORTH-SOUTH FENCE LINE.
 CT1032'
 CT1032'HEIGHT OF LIGHT ABOVE STATION MARK 76 FEET.
 CT1032'
 CT1032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 CT1032'NORTHWEST OF RANGER.
 CT1032
 CT1032                          STATION RECOVERY (1980)
 CT1032
 CT1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CT1032'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 CT1032'DESCRIBED IN 1957.  STATION NOT OCUPIED AT THIS TIME DUE TO VERY WET
 CT1032'WEATHER.  A FOUR WHEEL DIRVE IS NEEDED TO GET WITHIN 0.6 MILE.
 CT1032'WITHOUT A FOUR-WHEEL DRIVE, IT IS ABOUT 0.45 MILE ACROSS A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0533 ***********************************************************************
 BO0533  DESIGNATION -  PIERCE
 BO0533  PID         -  BO0533
 BO0533  STATE/COUNTY-  TX/CROCKETT
 BO0533  USGS QUAD   -  HOWARDS WELL (1970)
 BO0533
 BO0533                         *CURRENT SURVEY CONTROL
 BO0533  ___________________________________________________________________
 BO0533* NAD 83(1993)-  30 26 55.85941(N)    101 23 33.44609(W)     ADJUSTED  
 BO0533* NAVD 88     -       731.7    (meters)    2401.     (feet)  VERTCON   
 BO0533  ___________________________________________________________________
 BO0533  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BO0533  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 BO0533
 BO0533  HORZ ORDER  -  FIRST
 BO0533
 BO0533.The horizontal coordinates were established by classical geodetic methods
 BO0533.and adjusted by the National Geodetic Survey in February 1996..
 BO0533
 BO0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0533
 BO0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0533
 BO0533.The geoid height was determined by GEOID03.
 BO0533
 BO0533;                    North         East     Units Scale Factor Converg.
 BO0533;SPC TX C     - 3,087,194.144   598,264.943   MT  0.99992792   -0 32 44.1
 BO0533;SPC TX C     -10,128,569.45  1,962,807.57   sFT  0.99992792   -0 32 44.1
 BO0533;UTM  14      - 3,370,955.156   270,249.785   MT  1.00025123   -1 12 46.9
 BO0533
 BO0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0533!SPC TX C     -   0.99988885  x   0.99992792  =   0.99981678
 BO0533!UTM  14      -   0.99988885  x   1.00025123  =   1.00014005
 BO0533
 BO0533|---------------------------------------------------------------------|
 BO0533| PID    Reference Object                     Distance      Geod. Az  |
 BO0533|                                                           dddmmss.s |
 BO0533| CI0191 PIERCE RM 1                          23.126 METERS 04306     |
 BO0533| CI0190 PIERCE AZ MK                                       0640137.9 |
 BO0533| CI0192 PIERCE RM 2                         149.781 METERS 15108     |
 BO0533| CH9948 HENDERSON WINDMILL                                 2055128.7 |
 BO0533| CI0193 PIERCE RM 3                          25.794 METERS 22629     |
 BO0533|---------------------------------------------------------------------|
 BO0533
 BO0533                          SUPERSEDED SURVEY CONTROL
 BO0533
 BO0533  NAD 83(1986)-  30 26 55.86341(N)    101 23 33.44157(W) AD(       ) 1
 BO0533  NAD 27      -  30 26 55.21800(N)    101 23 32.02800(W) AD(       ) 1
 BO0533  NGVD 29 (07/19/86)  731.5    (m)         2400.     (f) VERT ANG       
 BO0533
 BO0533.Superseded values are not recommended for survey control.
 BO0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0533.See file dsdata.txt to determine how the superseded data were derived.
 BO0533
 BO0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU7025070955(NAD 83)
 BO0533_MARKER: DD = SURVEY DISK
 BO0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0533
 BO0533  HISTORY     - Date     Condition        Report By
 BO0533  HISTORY     - 1932     MONUMENTED       CGS
 BO0533  HISTORY     - 1944     GOOD             CGS
 BO0533
 BO0533                          STATION DESCRIPTION
 BO0533
 BO0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 BO0533'ABOUT 22 MILES (AIR LINE) SW OF OZONA, ON A HIGH POINT OF RIDGE ON
 BO0533'RANCH OF VIC PIERCE, ABOUT 2.5 MILES BY ROAD SW OF THE RANCH HOUSE,
 BO0533'0.2 MILE N OF TIN-ROOFED SHED AND SHEARING PENS, AND 30.6 FEET
 BO0533'E OF A N-S FENCELINE.
 BO0533'
 BO0533'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 BO0533'IN CONCRETE.  SURFACE MARK PROJECTS ABOUT 5 INCHES ABOVE THE
 BO0533'GROUND.
 BO0533'
 BO0533'REFERENCE MARK 1 PROJECTS ABOUT 11 INCHES ABOVE GROUND AND IS
 BO0533'75.90 FEET FROM STATION.
 BO0533'
 BO0533'REFERENCE MARK 2 PROJECTS ABOUT 12 INCHES ABOVE GROUND AND IS
 BO0533'550 FEET FROM STATION.
 BO0533'
 BO0533'AZIMUTH OF WINDMILL, DISTANT 2 MILES.
 BO0533'
 BO0533'TO REACH STATION FROM OZONA, FOLLOW U.S. HIGHWAY 290 FOR 4.5
 BO0533'MILES FROM POINT WHERE HIGHWAY TURNS N TO A GRADED ROAD ON THE
 BO0533'LEFT.  FOLLOW GRADED ROAD 7 MILES TO BUMPER GATE.  GO THROUGH GATE
 BO0533'AND TAKE LEFT-HAND ROAD, LEAVING MAIN ROAD, AND GO 2.5 MILES TO
 BO0533'RANCH HOUSE WITH THREE WINDMILLS.  GO THROUGH GATE TO LEFT AND
 BO0533'FOLLOW PLAIN ROAD, SWINGING TO RIGHT TO ANOTHER GATE.  GO
 BO0533'THROUGH GATE AND CONTINUE ON MAIN-TRAVELED ROAD FOR 11 MILES TO
 BO0533'FORKS AT THE VIC PIERCE RANCH.  TAKE RIGHT FORK OVER TO GREEN
 BO0533'GATE AND FOLLOW ROAD 1.2 MILES TO PLANK GATE.  GO THROUGH
 BO0533'GATE AND CONTINUE ON 0.8 MILE TO GATE.  GO THROUGH GATE AND
 BO0533'CONTINUE ON 0.6 MILE TO TIN-ROOFED SHACK AND SHEARING PENS.
 BO0533'TURN RIGHT AND FOLLOW FENCE ABOUT 0.2 MILE TO HIGH POINT AND
 BO0533'STATION.
 BO0533
 BO0533                          STATION RECOVERY (1944)
 BO0533
 BO0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0533'ALL OLD MARKS RECOVERED AND FOUND IN GOOD CONDITION.  AN
 BO0533'AZIMUTH MARK AND REFERENCE MARK 3 WERE ESTABLISHED FOR STATION.
 BO0533'
 BO0533'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 BO0533'16-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 BO0533'GROUND.  IT IS STAMPED PIERCE 1932.
 BO0533'
 BO0533'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 BO0533'OF A 13-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 BO0533'ABOVE GROUND.  IT IS STAMPED PIERCE NO 1 1932.
 BO0533'
 BO0533'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 BO0533'A 14-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES
 BO0533'ABOVE GROUND AND IS ABOUT 6 FEET LOWER THAN THE STATION.  IT IS
 BO0533'STAMPED PIERCE NO 2 1932.
 BO0533'
 BO0533'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 BO0533'ROUND CONCRETE POST, 21 INCHES IN DIAMETER, WHICH PROJECTS ABOUT
 BO0533'2 INCHES ABOVE GROUND.  IT IS STAMPED PIERCE NO 3 1944.
 BO0533'
 BO0533'AZIMUTH MARK IS ABOUT 0.75 MILE ENE OF THE STATION, 30 FEET
 BO0533'NE OF CENTER LINE OF TRACK ROAD, 15 FEET W OF A 10-FOOT HIGH
 BO0533'CEDAR, AND ABOUT 3 FEET S OF A WHITE 4- BY 4-INCH WOODEN WITNESS
 BO0533'POST.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A ROUND
 BO0533'CONCRETE POST, 16 INCHES IN DIAMETER, WHICH PROJECTS ABOUT 2
 BO0533'INCHES ABOVE GROUND.  IT IS STAMPED PIERCE 1944.
 BO0533'
 BO0533'TO REACH STATION FROM TH CROCKETT COUNTY COURTHOUSE IN OZONA,
 BO0533'GO S ON STATE HIGHWAY 163 FOR 7.3 MILES TO GRADED ROAD RIGHT,
 BO0533'JUST AFTER PASING A CATTLE GUARD ON THE LEFT.  TURN RIGHT AND
 BO0533'FOLLOW MAIN-TRAVELED GRADED ROAD 8.7 MILES TO FORKS.  TAKE RIGHT
 BO0533'FORK 1.1 MILES.  THENCE RIGHT FORK AND FOLLOW MAIN-TRAVELED ROAD
 BO0533'ALONG TELEPHONE LINE FOR 6.7 MILES TO A TRACK ROAD RIGHT, ABOUT
 BO0533'0.1 MILE N OF THE PIERCE RANCH HOUSE.  TURN RIGHT ON TRACK
 BO0533'ROAD, PASS THROUGH BUMPER GATE AND CONTINUE ON RANCH ROAD FOR
 BO0533'1.4 MILES TO NARROW WIRE GATE.  PASS THROUGH WIRE GATE AND
 BO0533'CONTINUE 1.15 MILES TO TOP OF RIDGE, ABOUT 0.2 MILE BEFORE
 BO0533'REACHING SHEARING PENS.  TURN RIGHT OFF ROAD ABOUT 100
 BO0533'YARDS TO STATION, ABOUT 30.6 FEET E OF N-S FENCE, AND NEAR A
 BO0533'WHITE 4- BY 4-INCH WOODEN WITNESS POST.
 BO0533'
 BO0533'A 64-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.  THE TOWER WAS
 BO0533'RAISED TO 90 FEET TO CLEAR THE LINE TO JUDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0480 ***********************************************************************
 AM0480  DESIGNATION -  PIERCE 1931 AZ MK 2
 AM0480  PID         -  AM0480
 AM0480  STATE/COUNTY-  TX/MATAGORDA
 AM0480  USGS QUAD   -  SARGENT (1972)
 AM0480
 AM0480                         *CURRENT SURVEY CONTROL
 AM0480  ___________________________________________________________________
 AM0480* NAD 83(1993)-  28 48 18.86107(N)    095 39 01.79043(W)     ADJUSTED  
 AM0480* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 AM0480  ___________________________________________________________________
 AM0480  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AM0480  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AM0480
 AM0480  HORZ ORDER  -  SECOND
 AM0480
 AM0480.The horizontal coordinates were established by classical geodetic methods
 AM0480.and adjusted by the National Geodetic Survey in February 1996..
 AM0480
 AM0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0480
 AM0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0480
 AM0480.The geoid height was determined by GEOID03.
 AM0480
 AM0480;                    North         East     Units Scale Factor Converg.
 AM0480;SPC TXSC     - 4,112,396.082   926,906.256   MT  0.99990567   +1 38 27.5
 AM0480;SPC TXSC     -13,492,086.15  3,041,024.94   sFT  0.99990567   +1 38 27.5
 AM0480;UTM  15      - 3,189,292.470   241,309.519   MT  1.00042593   -1 16 40.1
 AM0480
 AM0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0480!SPC TXSC     -   1.00000382  x   0.99990567  =   0.99990949
 AM0480!UTM  15      -   1.00000382  x   1.00042593  =   1.00042975
 AM0480
 AM0480                          SUPERSEDED SURVEY CONTROL
 AM0480
 AM0480  NAD 83(1986)-  28 48 18.86971(N)    095 39 01.77112(W) AD(       ) 2
 AM0480  NAD 27      -  28 48 17.94267(N)    095 39 00.94169(W) AD(       ) 2
 AM0480  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 AM0480
 AM0480.Superseded values are not recommended for survey control.
 AM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0480.See file dsdata.txt to determine how the superseded data were derived.
 AM0480
 AM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM4131089292(NAD 83)
 AM0480_MARKER: DZ = AZIMUTH MARK DISK
 AM0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0480+STABILITY: SURFACE MOTION
 AM0480
 AM0480  HISTORY     - Date     Condition        Report By
 AM0480  HISTORY     - 1978     MONUMENTED       CGS
 AM0480  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0480
 AM0480                          STATION DESCRIPTION
 AM0480
 AM0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1978 (JRS)
 AM0480'THE STATION IS LOCATED ABOUT 23 MILES SOUTHEAST OF BAY CITY,
 AM0480'21 MILES SOUTHWEST OF FREEPORT, 2-1/2 MILES SOUTH OF SARGENT,
 AM0480'AND ON CANEY CREEK ROAD RIGHT-OF-WAY.
 AM0480'
 AM0480'TO REACH FROM A TEXACO SERVICE STATION AND GROCERY STORE IN
 AM0480'SARGENT, GO SOUTHEAST ON STATE HIGHWAY 457 FOR 2.15 MILES TO
 AM0480'CANEY CREEK ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 AM0480'CANEY CREEK ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 AM0480'
 AM0480'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY AZIMUTH
 AM0480'MARK DISK STAMPED---PIERCE 1931 AZ 2 1969---,
 AM0480'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0480'SIDE PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0480'39.5 FEET SOUTHEAST FROM THE CENTER OF A PAVED ROAD,
 AM0480'2 FEET NORTHEAST FROM A FENCE CORNER, AND
 AM0480'1 FOOT SOUTHEAST FROM A METAL WITNESS POST.
 AM0480'
 AM0480'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 AM0480
 AM0480                          STATION RECOVERY (2003)
 AM0480
 AM0480'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2684 ***********************************************************************
 AX2684  DESIGNATION -  PIERCE RANCH TEXAS CO TANK
 AX2684  PID         -  AX2684
 AX2684  STATE/COUNTY-  TX/WHARTON
 AX2684  USGS QUAD   -  PIERCE (1980)
 AX2684
 AX2684                         *CURRENT SURVEY CONTROL
 AX2684  ___________________________________________________________________
 AX2684* NAD 83(1993)-  29 14 11.10483(N)    096 11 40.49165(W)     ADJUSTED  
 AX2684* NAVD 88     -                                                        
 AX2684  ___________________________________________________________________
 AX2684  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AX2684  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX2684
 AX2684  HORZ ORDER  -  THIRD
 AX2684
 AX2684.The horizontal coordinates were established by classical geodetic methods
 AX2684.and adjusted by the National Geodetic Survey in February 1996..
 AX2684
 AX2684
 AX2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2684
 AX2684.The geoid height was determined by GEOID03.
 AX2684
 AX2684;                    North         East     Units Scale Factor Converg.
 AX2684;SPC TXSC     - 4,158,769.455   872,669.566   MT  0.99986471   +1 22 27.9
 AX2684;SPC TXSC     -13,644,229.45  2,863,083.40   sFT  0.99986471   +1 22 27.9
 AX2684;UTM  14      - 3,237,441.360   772,680.905   MT  1.00051761   +1 22 15.8
 AX2684
 AX2684                          SUPERSEDED SURVEY CONTROL
 AX2684
 AX2684  NAD 83(1986)-  29 14 11.11764(N)    096 11 40.47639(W) AD(       ) 4
 AX2684  NAD 27      -  29 14 10.21843(N)    096 11 39.61267(W) AD(       ) 3
 AX2684
 AX2684.Superseded values are not recommended for survey control.
 AX2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2684.See file dsdata.txt to determine how the superseded data were derived.
 AX2684
 AX2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7268137441(NAD 83)
 AX2684_MARKER: 53 = ELEVATED TANK
 AX2684
 AX2684  HISTORY     - Date     Condition        Report By
 AX2684  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2684
 AX2684                          STATION DESCRIPTION
 AX2684
 AX2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2684'THE STATION IS THE WATER TANK BELONGING TO THE TEXAS COMPANY AND
 AX2684'LOCATED AT THEIR PIERCE RANCH HEADQUARTERS 0.35 MILE SOUTHEAST OF
 AX2684'THE PIERCE RAILROAD STATION.  THE TANK IS MOUNTED UPON A FOUR LEGGED
 AX2684'STRUCTURE, IS APPROXIMATELY 70 FEET ABOVE GROUND LEVEL AND HAS
 AX2684'TEXACO INSIGNIAS PAINTED THE SIDE.
 AX2684'
 AX2684'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1373 ***********************************************************************
 AW1373  DESIGNATION -  PIERCE RM 1
 AW1373  PID         -  AW1373
 AW1373  STATE/COUNTY-  TX/GALVESTON
 AW1373  USGS QUAD   -  FROZEN POINT (1994)
 AW1373
 AW1373                         *CURRENT SURVEY CONTROL
 AW1373  ___________________________________________________________________
 AW1373* NAD 83(1986)-  29 30 05.     (N)    094 31 13.     (W)     SCALED    
 AW1373* NAVD 88     -         1.98   (+/-2cm)       6.5    (feet)  VERTCON   
 AW1373  ___________________________________________________________________
 AW1373  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1373
 AW1373  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1373
 AW1373.The horizontal coordinates were scaled from a topographic map and have
 AW1373.an estimated accuracy of +/- 6 seconds.
 AW1373
 AW1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1373.The vertical order pertains to the NGVD 29 superseded value.
 AW1373
 AW1373.The geoid height was determined by GEOID03.
 AW1373
 AW1373;                    North         East    Units  Estimated Accuracy
 AW1373;SPC TXSC     - 4,193,180.    1,034,210.      MT  (+/- 180 meters Scaled)
 AW1373
 AW1373                          SUPERSEDED SURVEY CONTROL
 AW1373
 AW1373  NGVD 29 (??/??/92)    1.982  (m)            6.50   (f) ADJ UNCH    1 2
 AW1373
 AW1373.Superseded values are not recommended for survey control.
 AW1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1373.See file dsdata.txt to determine how the superseded data were derived.
 AW1373
 AW1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN526645(NAD 83)
 AW1373_MARKER: DR = REFERENCE MARK DISK
 AW1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1373_SP_SET: CONCRETE POST
 AW1373_STAMPING: PIERCE NO 1 1963
 AW1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1373+STABILITY: SURFACE MOTION
 AW1373
 AW1373  HISTORY     - Date     Condition        Report By
 AW1373  HISTORY     - 1963     MONUMENTED       CGS
 AW1373  HISTORY     - 1978     GOOD             NGS
 AW1373  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1373  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1373  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1373
 AW1373                          STATION DESCRIPTION
 AW1373
 AW1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1373'2.3 MI SW FROM GILCHRIST.
 AW1373'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1373'OFFICE AT GILCHRIST, 126 FEET NORTHWEST AND ACROSS HIGHWAY FROM
 AW1373'POWER POLE NUMBER 175 197, 66 FEET NORTHWEST OF CENTERLINE OF
 AW1373'HIGHWAY, 25 FEET NORTH OF CENTERLINE OF CAPLEN STREET, AND 4 FEET
 AW1373'EAST OF SOUTHEAST CORNER OF A CHAIN LINK FENCE.
 AW1373
 AW1373                          STATION RECOVERY (1990)
 AW1373
 AW1373'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW1373'MARK NOT FOUND.
 AW1373
 AW1373                          STATION RECOVERY (1994)
 AW1373
 AW1373'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1373'MARK NOT FOUND.
 AW1373
 AW1373                          STATION RECOVERY (1995)
 AW1373
 AW1373'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0368 ***********************************************************************
 AM0368  DESIGNATION -  PIERCE RM 1
 AM0368  PID         -  AM0368
 AM0368  STATE/COUNTY-  TX/MATAGORDA
 AM0368  USGS QUAD   -  SARGENT (1972)
 AM0368
 AM0368                         *CURRENT SURVEY CONTROL
 AM0368  ___________________________________________________________________
 AM0368* NAD 83(1986)-  28 48 43.     (N)    095 39 07.     (W)     SCALED    
 AM0368* NAVD 88     -         1.81   (+/-2cm)       5.9    (feet)  VERTCON   
 AM0368  ___________________________________________________________________
 AM0368  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AM0368
 AM0368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0368
 AM0368.The horizontal coordinates were scaled from a topographic map and have
 AM0368.an estimated accuracy of +/- 6 seconds.
 AM0368
 AM0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0368.The vertical order pertains to the NGVD 29 superseded value.
 AM0368
 AM0368.The geoid height was determined by GEOID03.
 AM0368
 AM0368;                    North         East    Units  Estimated Accuracy
 AM0368;SPC TXSC     - 4,113,140.      926,740.      MT  (+/- 180 meters Scaled)
 AM0368
 AM0368                          SUPERSEDED SURVEY CONTROL
 AM0368
 AM0368  NGVD 29 (??/??/92)    1.848  (m)            6.06   (f) ADJ UNCH    2 0
 AM0368
 AM0368.Superseded values are not recommended for survey control.
 AM0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0368.See file dsdata.txt to determine how the superseded data were derived.
 AM0368
 AM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM411900(NAD 83)
 AM0368_MARKER: DR = REFERENCE MARK DISK
 AM0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0368_STAMPING: PIERCE NO.1 1931 34
 AM0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0368+STABILITY: SURFACE MOTION
 AM0368
 AM0368  HISTORY     - Date     Condition        Report By
 AM0368  HISTORY     - 1931     MONUMENTED       CGS
 AM0368  HISTORY     - 1952     GOOD             NGS
 AM0368  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AM0368
 AM0368                          STATION DESCRIPTION
 AM0368
 AM0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AM0368'1.6 MI S FROM SARGENT.
 AM0368'A STANDARD REFERENCE DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT
 AM0368'12 INCHES, 0.15 MILE EAST OF A GRADED DIRT ROAD AND ABOUT 0.35 MILE
 AM0368'WEST OF HIGHWAY NO.457, IN THE SOUTH WEST POINT OF AN INTERSECTION OF
 AM0368'TWO DRAINAGE DITCHES, 5 FEET SOUTHWEST OF A 12 INCH POST AND .15 MILE
 AM0368'EAST AND ACROSS A FIELD FROM TRIANGULATION STATION PIERCE.  TO REACH
 AM0368'FROM SARGENT-- GO SOUTH ON HIGHWAY NO.457, 02.2 MILES, THEN TURN RIGHT
 AM0368'AND GO WEST ON THE CANEY CREEK ESTATES ROAD 0.7 MILE.  TAKE THE RIGHT
 AM0368'FORK AND GO 0.1 MILE TO A WHITE HOUSE.  THEN TURN BACK TO THE RIGHT
 AM0368'AND GO NORTHEAST 0.6 MILE TO THE END OF THE GRADED DIRT ROAD AT
 AM0368'STATION PIERCE AND A SMALL HOUSE.  THEN GO EAST ACROSS THE FIELD 0.15
 AM0368'MILE TO THE MARK AS DESCRIBED.
 AM0368
 AM0368                          STATION RECOVERY (1991)
 AM0368
 AM0368'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1372 ***********************************************************************
 AW1372  DESIGNATION -  PIERCE RM 2
 AW1372  PID         -  AW1372
 AW1372  STATE/COUNTY-  TX/GALVESTON
 AW1372  USGS QUAD   -  FROZEN POINT (1994)
 AW1372
 AW1372                         *CURRENT SURVEY CONTROL
 AW1372  ___________________________________________________________________
 AW1372* NAD 83(1986)-  29 30 04.     (N)    094 31 13.     (W)     SCALED    
 AW1372* NAVD 88     -         2.22   (+/-2cm)       7.3    (feet)  VERTCON   
 AW1372  ___________________________________________________________________
 AW1372  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1372
 AW1372  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1372
 AW1372.The horizontal coordinates were scaled from a topographic map and have
 AW1372.an estimated accuracy of +/- 6 seconds.
 AW1372
 AW1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1372.The vertical order pertains to the NGVD 29 superseded value.
 AW1372
 AW1372.The geoid height was determined by GEOID03.
 AW1372
 AW1372;                    North         East    Units  Estimated Accuracy
 AW1372;SPC TXSC     - 4,193,150.    1,034,210.      MT  (+/- 180 meters Scaled)
 AW1372
 AW1372                          SUPERSEDED SURVEY CONTROL
 AW1372
 AW1372  NGVD 29 (??/??/92)    2.218  (m)            7.28   (f) ADJ UNCH    1 2
 AW1372
 AW1372.Superseded values are not recommended for survey control.
 AW1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1372.See file dsdata.txt to determine how the superseded data were derived.
 AW1372
 AW1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN526644(NAD 83)
 AW1372_MARKER: DR = REFERENCE MARK DISK
 AW1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1372_SP_SET: CONCRETE POST
 AW1372_STAMPING: PIERCE N0 2 1963
 AW1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1372+STABILITY: SURFACE MOTION
 AW1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1372+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1372
 AW1372  HISTORY     - Date     Condition        Report By
 AW1372  HISTORY     - 1963     MONUMENTED       CGS
 AW1372  HISTORY     - 1978     GOOD             NGS
 AW1372  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1372  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1372  HISTORY     - 20010411 GOOD             USPSQD
 AW1372  HISTORY     - 20041023 GOOD             USPSQD
 AW1372
 AW1372                          STATION DESCRIPTION
 AW1372
 AW1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1372'2.3 MI SW FROM GILCHRIST.
 AW1372'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1372'OFFICE AT GILCHRIST, 141 FEET SOUTHWEST AND ACROSS THE HIGHWAY
 AW1372'FROM POWER POLE NUMBER 175 197, 120 FEET SOUTH OF CENTERLINE
 AW1372'OF CAPLEN STREET, 93 FEET SOUTH OF A FENCE CORNER, 64 FEET
 AW1372'SOUTHWEST OF CENTERLINE OF HIGHWAY, AND 1 FOOT SOUTHWEST OF A FENCE.
 AW1372
 AW1372                          STATION RECOVERY (1994)
 AW1372
 AW1372'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1372'MARK NOT FOUND.
 AW1372
 AW1372                          STATION RECOVERY (1995)
 AW1372
 AW1372'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1372'MARK NOT FOUND.
 AW1372
 AW1372                          STATION RECOVERY (2001)
 AW1372
 AW1372'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1372'RECOVERED IN GOOD CONDITION.
 AW1372
 AW1372                          STATION RECOVERY (2004)
 AW1372
 AW1372'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0367 ***********************************************************************
 AM0367  DESIGNATION -  PIERCE RM 3
 AM0367  PID         -  AM0367
 AM0367  STATE/COUNTY-  TX/MATAGORDA
 AM0367  USGS QUAD   -  SARGENT (1972)
 AM0367
 AM0367                         *CURRENT SURVEY CONTROL
 AM0367  ___________________________________________________________________
 AM0367* NAD 83(1986)-  28 48 42.     (N)    095 39 18.     (W)     SCALED    
 AM0367* NAVD 88     -         1.84   (+/-2cm)       6.0    (feet)  VERTCON   
 AM0367  ___________________________________________________________________
 AM0367  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AM0367
 AM0367  VERT ORDER  -  THIRD (See Below)
 AM0367
 AM0367.The horizontal coordinates were scaled from a topographic map and have
 AM0367.an estimated accuracy of +/- 6 seconds.
 AM0367
 AM0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0367.The vertical order pertains to the NGVD 29 superseded value.
 AM0367
 AM0367.The geoid height was determined by GEOID03.
 AM0367
 AM0367;                    North         East    Units  Estimated Accuracy
 AM0367;SPC TXSC     - 4,113,100.      926,450.      MT  (+/- 180 meters Scaled)
 AM0367
 AM0367                          SUPERSEDED SURVEY CONTROL
 AM0367
 AM0367  NGVD 29 (??/??/??)    1.88   (m)            6.2    (f) RESET       3  
 AM0367
 AM0367.Superseded values are not recommended for survey control.
 AM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0367.See file dsdata.txt to determine how the superseded data were derived.
 AM0367
 AM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM408900(NAD 83)
 AM0367_MARKER: DR = REFERENCE MARK DISK
 AM0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0367_STAMPING: PIERCE 1931 NO 3 19
 AM0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0367+STABILITY: SURFACE MOTION
 AM0367
 AM0367  HISTORY     - Date     Condition        Report By
 AM0367  HISTORY     - 1931     MONUMENTED       CGS
 AM0367  HISTORY     - 1952     GOOD             NGS
 AM0367  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AM0367
 AM0367                          STATION DESCRIPTION
 AM0367
 AM0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AM0367'01.6 MI S FROM SARGENT.
 AM0367'A STANDARD TRIANGULATION REFERENCE DISK SET IN A CONCRETE POST
 AM0367'PROJECTING ABOUT 6 INCHES, ABOUT 75 FEET WEST OF THE CENTERLINE OF A
 AM0367'GRADED DIRT ROAD, 57.95 FEET WEST OF TRIANGULATION STATION PIERCE AND
 AM0367'120 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE.  TO REACH
 AM0367'FROM SARGENT-- GO SOUTH ON HIGHWAY NO.457, 02.2 MILES.  THEN TURN
 AM0367'RIGHT AND GO WEST ON THE CANEY CREEK ESTATES ROAD 0.7 MILE. TAKE A
 AM0367'RIGHT FORK AND GO 0.1 MILE TO A WHITE HOUSE.  THEN TURN BACK TO THE
 AM0367'RIGHT AND GO NORTHEAST 0.6 MILE TO THE END OF THE ROAD AND THE STATION
 AM0367'ON THE LEFT.
 AM0367
 AM0367                          STATION RECOVERY (1991)
 AM0367
 AM0367'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6151 ***********************************************************************
 AW6151  DESIGNATION -  PIG 1930
 AW6151  PID         -  AW6151
 AW6151  STATE/COUNTY-  TX/HARRIS
 AW6151  USGS QUAD   -  MORGANS POINT (1993)
 AW6151
 AW6151                         *CURRENT SURVEY CONTROL
 AW6151  ___________________________________________________________________
 AW6151* NAD 83(1993)-  29 42 01.65936(N)    094 59 52.73685(W)     ADJUSTED  
 AW6151* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6151  ___________________________________________________________________
 AW6151  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AW6151  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6151
 AW6151  HORZ ORDER  -  THIRD
 AW6151
 AW6151.The horizontal coordinates were established by classical geodetic methods
 AW6151.and adjusted by the National Geodetic Survey in February 1996..
 AW6151
 AW6151.The orthometric height was scaled from a topographic map.
 AW6151
 AW6151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6151
 AW6151.The geoid height was determined by GEOID03.
 AW6151
 AW6151;                    North         East     Units Scale Factor Converg.
 AW6151;SPC TXSC     - 4,213,553.414   987,173.466   MT  0.99988352   +1 57 38.3
 AW6151;SPC TXSC     -13,823,966.49  3,238,751.61   sFT  0.99988352   +1 57 38.3
 AW6151;UTM  15      - 3,287,265.031   306,703.049   MT  1.00006103   -0 59 24.9
 AW6151
 AW6151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6151!SPC TXSC     -   1.00000411  x   0.99988352  =   0.99988763
 AW6151!UTM  15      -   1.00000411  x   1.00006103  =   1.00006514
 AW6151
 AW6151                          SUPERSEDED SURVEY CONTROL
 AW6151
 AW6151  NAD 83(1986)-  29 42 01.67561(N)    094 59 52.71776(W) AD(       ) 3
 AW6151  NAD 27      -  29 42 00.85151(N)    094 59 51.97784(W) AD(       ) 3
 AW6151
 AW6151.Superseded values are not recommended for survey control.
 AW6151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6151.See file dsdata.txt to determine how the superseded data were derived.
 AW6151
 AW6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0670387265(NAD 83)
 AW6151_MARKER: DD = SURVEY DISK
 AW6151_SETTING: 0 = UNSPECIFIED SETTING
 AW6151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6151
 AW6151  HISTORY     - Date     Condition        Report By
 AW6151  HISTORY     - 1930     MONUMENTED       USE
 AW6151  HISTORY     - 1934     GOOD             TXGS
 AW6151  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6151  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6151
 AW6151                          STATION DESCRIPTION
 AW6151
 AW6151'DESCRIBED BY US ENGINEERS 1930 (JAB)
 AW6151'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 82+54.
 AW6151'STATION IS LOCATED ON THE W PART OF HOG ISLAND, ABOUT MIDWAY
 AW6151'BETWEEN RANGE F (FRONT) AND RANGE F (REAR), 52 METERS FROM
 AW6151'SHORELINE OF HOUSTON SHIP CHANNEL TO THE SW.  THE AREA TO THE N
 AW6151'IS A LOW MARSH.  ABOUT 20 METERS TO SE IS A SMALL THICKET OF
 AW6151'BRUSH.
 AW6151'
 AW6151'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK
 AW6151'SET IN AN 8-INCH TILE FILLED WITH CONCRETE, ITS TOP FLUSH WITH
 AW6151'SURFACE OF GROUND.
 AW6151'
 AW6151'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN THE TOPS OF
 AW6151'CONCRETE POSTS.
 AW6151'
 AW6151'REFERENCE MARK 1 IS 12.58 METERS FROM THE STATION N 57 DEG 30 MIN W.
 AW6151'
 AW6151'REFERENCE MARK 2 IS 18.20 METERS FROM THE STATION S 30 DEG W.
 AW6151
 AW6151                          STATION RECOVERY (1934)
 AW6151
 AW6151'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6151'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AW6151'DESCRIBED.
 AW6151
 AW6151                          STATION RECOVERY (1952)
 AW6151
 AW6151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6151'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  A THOROUGH SEARCH
 AW6151'OF THE AREA WAS MADE BUT THE STATION WAS NOT FOUND.  THE 1930
 AW6151'DESCRIPTION IS INADEQUATE.  THE RANGE LIGHTS MENTIONED IN THE
 AW6151'PREVIOUS DESCRIPTION HAVE BEEN CHANGED.  THE HOUSTON SHIP CHANNEL
 AW6151'HAS BEEN WIDENED AND A NEW ROAD BUILT IN THE AREA.  STATION
 AW6151'PROBABLY DESTROYED.
 AW6151
 AW6151                          STATION RECOVERY (1997)
 AW6151
 AW6151'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0824 ***********************************************************************
 EN0824  DESIGNATION -  PIGG
 EN0824  PID         -  EN0824
 EN0824  STATE/COUNTY-  TX/FLOYD
 EN0824  USGS QUAD   -  QUITAQUE PEAKS (1967)
 EN0824
 EN0824                         *CURRENT SURVEY CONTROL
 EN0824  ___________________________________________________________________
 EN0824* NAD 83(1993)-  34 11 19.26528(N)    101 05 07.10687(W)     ADJUSTED  
 EN0824* NAVD 88     -       950.     (meters)    3117.     (feet)  SCALED    
 EN0824  ___________________________________________________________________
 EN0824  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 EN0824  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EN0824
 EN0824  HORZ ORDER  -  FIRST
 EN0824
 EN0824.The horizontal coordinates were established by classical geodetic methods
 EN0824.and adjusted by the National Geodetic Survey in February 1996..
 EN0824
 EN0824.The orthometric height was scaled from a topographic map.
 EN0824
 EN0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0824
 EN0824.The geoid height was determined by GEOID03.
 EN0824
 EN0824;                    North         East     Units Scale Factor Converg.
 EN0824;SPC TXNC     - 2,282,619.892   361,693.803   MT  1.00006949   -1 24 36.0
 EN0824;SPC TXNC     - 7,488,895.43  1,186,657.09   sFT  1.00006949   -1 24 36.0
 EN0824;SPC TX N     - 1,021,013.546   238,231.561   MT  1.00013884   +0 14 25.2
 EN0824;SPC TX N     - 3,349,775.28    781,598.05   sFT  1.00013884   +0 14 25.2
 EN0824;UTM  14      - 3,785,042.806   307,837.446   MT  1.00005520   -1 10 19.7
 EN0824
 EN0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0824!SPC TXNC     -   0.99985516  x   1.00006949  =   0.99992464
 EN0824!SPC TX N     -   0.99985516  x   1.00013884  =   0.99999398
 EN0824!UTM  14      -   0.99985516  x   1.00005520  =   0.99991035
 EN0824
 EN0824|---------------------------------------------------------------------|
 EN0824| PID    Reference Object                     Distance      Geod. Az  |
 EN0824|                                                           dddmmss.s |
 EN0824| CJ7311 PIGG RM 1                            27.685 METERS 16640     |
 EN0824| CJ7312 PIGG RM 2                            23.790 METERS 25707     |
 EN0824| CJ7310 PIGG AZ MK                                         2635435.0 |
 EN0824|---------------------------------------------------------------------|
 EN0824
 EN0824                          SUPERSEDED SURVEY CONTROL
 EN0824
 EN0824  NAD 83(1993)-  34 11 19.26727(N)    101 05 07.10473(W) AD(       ) 1
 EN0824  NAD 83(1986)-  34 11 19.27076(N)    101 05 07.10098(W) AD(       ) 1
 EN0824  NAD 27      -  34 11 19.01427(N)    101 05 05.57287(W) AD(       ) 1
 EN0824
 EN0824.Superseded values are not recommended for survey control.
 EN0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0824.See file dsdata.txt to determine how the superseded data were derived.
 EN0824
 EN0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC0783785043(NAD 83)
 EN0824_MARKER: DS = TRIANGULATION STATION DISK
 EN0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0824
 EN0824  HISTORY     - Date     Condition        Report By
 EN0824  HISTORY     - 1964     MONUMENTED       CGS
 EN0824
 EN0824                          STATION DESCRIPTION
 EN0824
 EN0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0824'THE STATION IS ABOUT 7-1/4 MILES NORTHEAST OF CEDAR HILL, 12 MILES
 EN0824'SOUTH OF QUITAQUE, NEAR THE WEST EDGE OF THE CAP ROCK AND ON GRAZING
 EN0824'LAND OWNED BY JOHN PIGG.
 EN0824'
 EN0824'TO REACH THE STATION FROM A STORE AT A CROSSROAD IN CEDAR HILL GO
 EN0824'EAST AND NORTHEAST ON FARM ROAD 97 FOR 7.05 MILES TO A CROSSROAD.
 EN0824'TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 0.5 MILE TO A GATE ON
 EN0824'THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, TURN RIGHT AND
 EN0824'CONTINUE EAST ALONG THE NORTH SIDE OF A FENCE FOR 0.4 MILE TO THE
 EN0824'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR 0.5 MILE TO THE
 EN0824'STATION.
 EN0824'
 EN0824'THE STATION MARK IS A STANDARD DISK, STAMPED PIGG 1964, SET IN THE
 EN0824'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 EN0824'200.7 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD, 182.6 FEET
 EN0824'NORTH OF A NORTH RIGHT-OF-WAY FENCE, 181.0 FEET NORTH-NORTHEAST OF
 EN0824'A POWERLINE POLE AND 3.7 FEET NORTH-NORTHWEST OF A WITNESS POST.
 EN0824'
 EN0824'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PIGG NO 1 1964, SET IN
 EN0824'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 EN0824'IS 111.8 FEET NORTH OF THE CENTERLINE OF THE ROAD, 93.5 FEET NORTH
 EN0824'OF THE RIGHT-OF-WAY FENCE, 90.4 FEET NORTH-NORTHEAST OF THE
 EN0824'POWERLINE POLE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0824'
 EN0824'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PIGG NO 2 1964, SET IN
 EN0824'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 EN0824'IS 168.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 187.0 FEET NORTH OF
 EN0824'THE CENTERLINE OF THE ROAD AND AT ABOUT THE SAME ELEVATION AS THE
 EN0824'STATION.
 EN0824'
 EN0824'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PIGG 1964, SET IN THE
 EN0824'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 EN0824'1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2.7 FEET WEST OF A WITNESS
 EN0824'POST, 1.7 FEET EAST OF A POWERLINE POLE AND 21.9 FEET NORTH OF THE
 EN0824'CENTERLINE OF THE GRADED ROAD.
 EN0824'
 EN0824'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1125 ***********************************************************************
 DN1125  DESIGNATION -  PIKE
 DN1125  PID         -  DN1125
 DN1125  STATE/COUNTY-  TX/COLLIN
 DN1125  USGS QUAD   -  PIKE (1960)
 DN1125
 DN1125                         *CURRENT SURVEY CONTROL
 DN1125  ___________________________________________________________________
 DN1125* NAD 83(1993)-  33 19 50.82767(N)    096 18 11.76190(W)     ADJUSTED  
 DN1125* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 DN1125  ___________________________________________________________________
 DN1125  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DN1125  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DN1125
 DN1125  HORZ ORDER  -  THIRD
 DN1125
 DN1125.The horizontal coordinates were established by classical geodetic methods
 DN1125.and adjusted by the National Geodetic Survey in February 1996..
 DN1125
 DN1125.The orthometric height was scaled from a topographic map.
 DN1125
 DN1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1125
 DN1125.The geoid height was determined by GEOID03.
 DN1125
 DN1125;                    North         East     Units Scale Factor Converg.
 DN1125;SPC TXNC     - 2,186,672.918   804,483.733   MT  0.99988445   +1 11 53.1
 DN1125;SPC TXNC     - 7,174,109.40  2,639,377.05   sFT  0.99988445   +1 11 53.1
 DN1125;UTM  14      - 3,691,206.081   751,010.306   MT  1.00037688   +1 28 57.2
 DN1125
 DN1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1125!SPC TXNC     -   0.99997262  x   0.99988445  =   0.99985707
 DN1125!UTM  14      -   0.99997262  x   1.00037688  =   1.00034949
 DN1125
 DN1125|---------------------------------------------------------------------|
 DN1125| PID    Reference Object                     Distance      Geod. Az  |
 DN1125|                                                           dddmmss.s |
 DN1125| CY2826 PIKE RM 1                             8.723 METERS 00202     |
 DN1125| CY2825 PIKE AZ MK                                         0074928.8 |
 DN1125| DN1096 LEONARD MUNICIPAL TANK              APPROX. 8.4 KM 0401818.5 |
 DN1125| DN1095 CELESTE MUNICIPAL TANK              APPROX.10.8 KM 1121618.7 |
 DN1125| CY2827 PIKE RM 2                             9.886 METERS 18552     |
 DN1125|---------------------------------------------------------------------|
 DN1125
 DN1125                          SUPERSEDED SURVEY CONTROL
 DN1125
 DN1125  NAD 83(1993)-  33 19 50.82997(N)    096 18 11.75780(W) AD(       ) 3
 DN1125  NAD 83(1986)-  33 19 50.83454(N)    096 18 11.75030(W) AD(       ) 3
 DN1125  NAD 27      -  33 19 50.43290(N)    096 18 10.82690(W) AD(       ) 3
 DN1125
 DN1125.Superseded values are not recommended for survey control.
 DN1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1125.See file dsdata.txt to determine how the superseded data were derived.
 DN1125
 DN1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5101091206(NAD 83)
 DN1125_MARKER: DS = TRIANGULATION STATION DISK
 DN1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1125
 DN1125  HISTORY     - Date     Condition        Report By
 DN1125  HISTORY     - 1957     MONUMENTED       CGS
 DN1125  HISTORY     - 1958     GOOD             CGS
 DN1125  HISTORY     - 19940711 GOOD             USPSQD
 DN1125
 DN1125                          STATION DESCRIPTION
 DN1125
 DN1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1125'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF TRENTON,
 DN1125'6 MILES EAST-NORTHEAST OF BLUE RIDGE, 5 MILES SOUTHWEST
 DN1125'OF LEONARD AND 0.5 MILE NORTH OF THE VILLAGE OF PIKE.  IT IS
 DN1125'37 FEET WEST OF THE CENTER OF FARM ROAD 981, 33 FEET NORTH
 DN1125'OF A TELEPHONE POLE AND 18 FEET SOUTH OF A CONCRETE RIGHT
 DN1125'OF WAY POST.  IT IS STAMPED PIKE 1957 AND SET FLUSH.
 DN1125'
 DN1125'REFERENCE MARK NO. 1 IS 37 FEET WEST OF THE CENTER OF FARM
 DN1125'ROAD 981 AND 10 FEET NORTH OF A CONCRETE RIGHT OF WAY POST.
 DN1125'IT IS STAMPED PIKE NO 1 1957 AND SET FLUSH.
 DN1125'
 DN1125'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTER OF FARM
 DN1125'ROAD 981 AND 1 FOOT NORTH OF A TELEPHONE POLE.  IT IS STAMPED
 DN1125'PIKE NO 2 1957 AND SET FLUSH.
 DN1125'
 DN1125'AZIMUTH MARK IS 52 FEET NORTH OF A POWER LINE POLE, 40 FEET
 DN1125'EAST OF THE CENTER OF FARM ROAD 981 AND 1 FOOT SOUTH OF
 DN1125'A CONCRETE RIGHT OF WAY POST.  IT IS STAMPED PIKE 1957 AND SET
 DN1125'FLUSH.
 DN1125'
 DN1125'TO REACH THE STATION FROM THE POST OFFICE IN LEONARD GO SOUTH
 DN1125'0.05 MILE, TURN RIGHT ON STATE HIGHWAY 78 AND GO WEST FOR
 DN1125'2.85 MILES TO SIGN PIKE 4 AND FARM ROAD 981 LEFT, TURN LEFT ON
 DN1125'FARM ROAD 981 AND GO SOUTH FOR 2.8 MILES (TO AZIMUTH MARK
 DN1125'ON LEFT AS DESCRIBED), CONTINUE STRAIGHT AHEAD SOUTH FOR 0.25
 DN1125'MILE AND STATION ON RIGHT AS DESCRIBED.
 DN1125
 DN1125                          STATION RECOVERY (1958)
 DN1125
 DN1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1125'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DN1125'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1125'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 DN1125
 DN1125                          STATION RECOVERY (1994)
 DN1125
 DN1125'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0517 ***********************************************************************
 AM0517  DESIGNATION -  PILING
 AM0517  PID         -  AM0517
 AM0517  STATE/COUNTY-  TX/MATAGORDA
 AM0517  USGS QUAD   -  MATAGORDA (1972)
 AM0517
 AM0517                         *CURRENT SURVEY CONTROL
 AM0517  ___________________________________________________________________
 AM0517* NAD 83(1993)-  28 42 20.25653(N)    095 52 41.41716(W)     ADJUSTED  
 AM0517* NAVD 88     -                                                        
 AM0517  ___________________________________________________________________
 AM0517  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AM0517  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AM0517
 AM0517  HORZ ORDER  -  THIRD
 AM0517
 AM0517.The horizontal coordinates were established by classical geodetic methods
 AM0517.and adjusted by the National Geodetic Survey in February 1996..
 AM0517
 AM0517
 AM0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0517
 AM0517.The geoid height was determined by GEOID03.
 AM0517
 AM0517;                    North         East     Units Scale Factor Converg.
 AM0517;SPC TXSC     - 4,100,745.970   904,985.730   MT  0.99992311   +1 31 45.9
 AM0517;SPC TXSC     -13,453,864.07  2,969,107.35   sFT  0.99992311   +1 31 45.9
 AM0517;UTM  15      - 3,178,766.345   218,811.576   MT  1.00057588   -1 22 60.0
 AM0517
 AM0517                          SUPERSEDED SURVEY CONTROL
 AM0517
 AM0517  NAD 83(1986)-  28 42 20.26494(N)    095 52 41.39828(W) AD(       ) 4
 AM0517  NAD 27      -  28 42 19.31300(N)    095 52 40.52900(W) AD(       ) 3
 AM0517
 AM0517.Superseded values are not recommended for survey control.
 AM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0517.See file dsdata.txt to determine how the superseded data were derived.
 AM0517
 AM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM1881278766(NAD 83)
 AM0517_MARKER: 11 = PILING
 AM0517
 AM0517  HISTORY     - Date     Condition        Report By
 AM0517  HISTORY     - 1934     FIRST OBSERVED   CGS
 AM0517  HISTORY     - 1947     GOOD             CGS
 AM0517
 AM0517                          STATION DESCRIPTION
 AM0517
 AM0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0517'STATION RECOVERED IN GOOD CONDITION.  IT IS A CLUSTER OF PILES
 AM0517'LOCATED ABOUT 3/4 MILE SE OF THE N SHORE OF MATAGORDA BAY,
 AM0517'ON A PROLONGATION OF THE OLD TEXAS GULF SULPHUR COMPANY CANAL
 AM0517'WHICH IS LOCATED JUST TO THE E OF THE TOWN OF GULF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1370 ***********************************************************************
 GL1370  DESIGNATION -  PILLAR
 GL1370  PID         -  GL1370
 GL1370  STATE/COUNTY-  TX/DALLAM
 GL1370  USGS QUAD   -  WEST OF KERRICK (1964)
 GL1370
 GL1370                         *CURRENT SURVEY CONTROL
 GL1370  ___________________________________________________________________
 GL1370* NAD 83(1993)-  36 27 27.61435(N)    102 19 56.33937(W)     ADJUSTED  
 GL1370* NAVD 88     -      1213.     (meters)    3980.     (feet)  VERTCON   
 GL1370  ___________________________________________________________________
 GL1370  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 GL1370  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 GL1370
 GL1370  HORZ ORDER  -  THIRD
 GL1370
 GL1370.The horizontal coordinates were established by classical geodetic methods
 GL1370.and adjusted by the National Geodetic Survey in February 1996..
 GL1370
 GL1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1370
 GL1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1370
 GL1370.The geoid height was determined by GEOID03.
 GL1370
 GL1370;                    North         East     Units Scale Factor Converg.
 GL1370;SPC TX N     - 1,272,977.865   125,386.528   MT  1.00007554   -0 28 56.5
 GL1370;SPC TX N     - 4,176,428.21    411,372.30   sFT  1.00007554   -0 28 56.5
 GL1370;SPC OK N     -   170,397.401   211,796.936   MT  0.99995820   -2 33 24.1
 GL1370;SPC OK N     -   559,045.47    694,870.45   sFT  0.99995820   -2 33 24.1
 GL1370;UTM  13      - 4,038,021.216   739,060.670   MT  1.00030418   +1 35 09.5
 GL1370
 GL1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1370!SPC TX N     -   0.99981358  x   1.00007554  =   0.99988911
 GL1370!SPC OK N     -   0.99981358  x   0.99995820  =   0.99977179
 GL1370!UTM  13      -   0.99981358  x   1.00030418  =   1.00011770
 GL1370
 GL1370:                Primary Azimuth Mark                     Grid Az
 GL1370:SPC TX N     -  PILLAR AZ MK                             091 26 57.4
 GL1370:SPC OK N     -  PILLAR AZ MK                             093 31 25.0
 GL1370:UTM  13      -  PILLAR AZ MK                             089 22 51.4
 GL1370
 GL1370|---------------------------------------------------------------------|
 GL1370| PID    Reference Object                     Distance      Geod. Az  |
 GL1370|                                                           dddmmss.s |
 GL1370| CM9732 PILLAR AZ MK                                       0905800.9 |
 GL1370| CM9733 PILLAR RM 1                          19.015 METERS 17632     |
 GL1370| CM9734 PILLAR RM 2                           8.834 METERS 27540     |
 GL1370|---------------------------------------------------------------------|
 GL1370
 GL1370                          SUPERSEDED SURVEY CONTROL
 GL1370
 GL1370  NAD 83(1993)-  36 27 27.61422(N)    102 19 56.33961(W) AD(       ) 3
 GL1370  NAD 83(1986)-  36 27 27.62622(N)    102 19 56.32982(W) AD(       ) 3
 GL1370  NAD 27      -  36 27 27.53000(N)    102 19 54.68000(W) AD(       ) 3
 GL1370  NGVD 29 (07/19/86) 1212.     (m)         3976.     (f) VERT ANG       
 GL1370
 GL1370.Superseded values are not recommended for survey control.
 GL1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1370.See file dsdata.txt to determine how the superseded data were derived.
 GL1370
 GL1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA3906138021(NAD 83)
 GL1370_MARKER: DS = TRIANGULATION STATION DISK
 GL1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1370_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1370
 GL1370  HISTORY     - Date     Condition        Report By
 GL1370  HISTORY     - 1953     MONUMENTED       CGS
 GL1370  HISTORY     - 1956     GOOD             CGS
 GL1370
 GL1370                          STATION DESCRIPTION
 GL1370
 GL1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1370'STATION IS LOCATED, AIRLINE, ABOUT 17 MILES NORTH NORTHWEST
 GL1370'OF CONLEN, 5-1/2 MILES SOUTHWEST OF KERRICK, 3 MILES SOUTH OF
 GL1370'THE OKLAHOMA-TEXAS STATE LINE AND IN THE NORTHWEST CORNER OF
 GL1370'GRADED, DIRT CROSS ROADS.
 GL1370'
 GL1370'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT IN
 GL1370'KERRICK, GO SOUTH ON THE MAIN DIRT ROAD FOR 2.5 MILES TO A
 GL1370'SIDE ROAD ON THE RIGHT.  TURN RIGHT, WEST, AND GO 4.5 MILES
 GL1370'TO THE AZIMUTH MARK ON THE LEFT AND A RANCH HOUSE ON THE RIGHT.
 GL1370'CONTINUE WEST FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 GL1370'
 GL1370'STATION MARK, STAMPED PILLAR 1953, IS A STANDARD DISK SET IN THE
 GL1370'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 GL1370'3 INCHES.  IT IS 32.1 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 GL1370'ROAD, 59 FEET SOUTHWEST OF A POWER POLE AND FENCE CORNER AND
 GL1370'8.0 FEET EAST SOUTHEAST OF A WITNESS POST.
 GL1370'
 GL1370'REFERENCE MARK NUMBER 1, STAMPED PILLAR NO 1 1953, IS A
 GL1370'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GL1370'INCHES IN DIAMETER, PROJECTING 8 INCHES AND AT THE SAME
 GL1370'ELEVATION AS THE STATION.  IT IS 30.0 FEET SOUTH OF THE
 GL1370'CENTERLINE OF THE EAST-WEST ROAD AND 2.0 FEET WEST OF THE
 GL1370'FENCE LINE.
 GL1370'
 GL1370'REFERENCE MARK NUMBER 2, STAMPED PILLAR NO 2 1953, IS A
 GL1370'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GL1370'INCHES IN DIAMETER, PROJECTING 4 INCHES AND 12 INCHES HIGHER
 GL1370'THAN THE STATION.  IT IS 34.5 FEET NORTH OF THE CENTERLINE OF
 GL1370'THE EAST-WEST ROAD AND 12 INCHES SOUTH OF THE FENCE LINE.
 GL1370'
 GL1370'AZIMUTH MARK, STAMPED PILLAR 1953, IS A STANDARD DISK SET IN THE
 GL1370'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 GL1370'16 INCHES.  IT IS 25.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GL1370'25.0 FEET WEST OF THE FENCE CORNER AND 2.0 FEET NORTH OF THE
 GL1370'FENCE LINE.
 GL1370'
 GL1370'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GL1370
 GL1370                          STATION RECOVERY (1956)
 GL1370
 GL1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 GL1370'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 GL1370'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1371 ***********************************************************************
 BZ1371  DESIGNATION -  PILOT
 BZ1371  PID         -  BZ1371
 BZ1371  STATE/COUNTY-  TX/FREESTONE
 BZ1371  USGS QUAD   -  TURLINGTON (1982)
 BZ1371
 BZ1371                         *CURRENT SURVEY CONTROL
 BZ1371  ___________________________________________________________________
 BZ1371* NAD 83(1993)-  31 44 49.07206(N)    096 02 48.24652(W)     ADJUSTED  
 BZ1371* NAVD 88     -       184.0    (meters)     604.     (feet)  VERTCON   
 BZ1371  ___________________________________________________________________
 BZ1371  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 BZ1371  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BZ1371
 BZ1371  HORZ ORDER  -  FIRST
 BZ1371
 BZ1371.The horizontal coordinates were established by classical geodetic methods
 BZ1371.and adjusted by the National Geodetic Survey in February 1996..
 BZ1371
 BZ1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1371
 BZ1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1371
 BZ1371.The geoid height was determined by GEOID03.
 BZ1371
 BZ1371;                    North         East     Units Scale Factor Converg.
 BZ1371;SPC TX C     - 3,238,443.848 1,106,048.345   MT  0.99996621   +2 12 28.3
 BZ1371;SPC TX C     -10,624,794.52  3,628,760.28   sFT  0.99996621   +2 12 28.3
 BZ1371;UTM  14      - 3,516,185.073   779,770.708   MT  1.00056546   +1 33 17.7
 BZ1371;UTM  15      - 3,516,429.348   211,370.907   MT  1.00062758   -1 36 15.1
 BZ1371
 BZ1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1371!SPC TX C     -   0.99997514  x   0.99996621  =   0.99994135
 BZ1371!UTM  14      -   0.99997514  x   1.00056546  =   1.00054058
 BZ1371!UTM  15      -   0.99997514  x   1.00062758  =   1.00060270
 BZ1371
 BZ1371:                Primary Azimuth Mark                     Grid Az
 BZ1371:SPC TX C     -  WILKERSON                                056 20 22.2
 BZ1371:UTM  14      -  WILKERSON                                056 59 32.8
 BZ1371:UTM  15      -  WILKERSON                                060 09 05.6
 BZ1371
 BZ1371|---------------------------------------------------------------------|
 BZ1371| PID    Reference Object                     Distance      Geod. Az  |
 BZ1371|                                                           dddmmss.s |
 BZ1371| BY2774 WILKERSON                           APPROX.37.0 KM 0583250.5 |
 BZ1371| BY2769 PALESTINE MO PAC RR CO FLAT TK      APPROX.38.8 KM 0873009.1 |
 BZ1371| CV9026 PILOT RM                             19.980 METERS 32507     |
 BZ1371|---------------------------------------------------------------------|
 BZ1371
 BZ1371                          SUPERSEDED SURVEY CONTROL
 BZ1371
 BZ1371  NAD 83(1986)-  31 44 49.08156(N)    096 02 48.22814(W) AD(       ) 1
 BZ1371  NAD 27      -  31 44 48.47500(N)    096 02 47.34700(W) AD(       ) 1
 BZ1371  NGVD 29 (07/19/86)  184.0    (m)          604.     (f) VERT ANG       
 BZ1371
 BZ1371.Superseded values are not recommended for survey control.
 BZ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1371.See file dsdata.txt to determine how the superseded data were derived.
 BZ1371
 BZ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA7977116185(NAD 83)
 BZ1371_MARKER: DS = TRIANGULATION STATION DISK
 BZ1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1371
 BZ1371  HISTORY     - Date     Condition        Report By
 BZ1371  HISTORY     - 1919     MONUMENTED       CGS
 BZ1371
 BZ1371                          STATION DESCRIPTION
 BZ1371
 BZ1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1371'ON THE HIGHEST PART AND SOUTHERN END OF PILOT KNOB, A VERY
 BZ1371'PROMINENT AND WELL-KNOWN HILL ABOUT 7 MILES TO THE E OF
 BZ1371'FAIRFIELD AND ABOUT 3 MILES N OF CHURCH AND STORE KNOWN
 BZ1371'LOCALLY AS TURLINGTON.  THE HILL IS ABOUT 300 YARDS E OF
 BZ1371'A MR. PERKINS HOUSE AND 200 METERS (656 FEET) W OF A PUBLIC
 BZ1371'ROAD LEADING N FROM A CHURCH AND FORKS OF ROAD KNOWN LOCALLY
 BZ1371'AS ANTIOCH.
 BZ1371'
 BZ1371'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 BZ1371'IN CONCRETE.
 BZ1371'
 BZ1371'REFERENCE MARK IS STANDARD DISK REFERENCE DISK IN CONCRETE,
 BZ1371'AND 19.98 METERS (65.6 FEET) FROM STATION.
 BZ1371'
 BZ1371'THE AZIMUTH FROM THE STATION OF THE AXIS RIDGE OF PILOT KNOB
 BZ1371'IS 148 DEG 09 MIN, AND OF SMOKESTACK AT PALESTINE, 268 DEG
 BZ1371'23 MIN 53 SEC.
 BZ1371'
 BZ1371'ELEVATION OF STATION, 184.0 METERS (604 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1122 ***********************************************************************
 DN1122  DESIGNATION -  PILOT
 DN1122  PID         -  DN1122
 DN1122  STATE/COUNTY-  TX/COLLIN
 DN1122  USGS QUAD   -  CULLEOKA (1973)
 DN1122
 DN1122                         *CURRENT SURVEY CONTROL
 DN1122  ___________________________________________________________________
 DN1122* NAD 83(1993)-  33 09 34.84371(N)    096 24 27.15903(W)     ADJUSTED  
 DN1122* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 DN1122  ___________________________________________________________________
 DN1122  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DN1122  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN1122
 DN1122  HORZ ORDER  -  SECOND
 DN1122
 DN1122.The horizontal coordinates were established by classical geodetic methods
 DN1122.and adjusted by the National Geodetic Survey in February 1996..
 DN1122
 DN1122.The orthometric height was scaled from a topographic map.
 DN1122
 DN1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1122
 DN1122.The geoid height was determined by GEOID03.
 DN1122
 DN1122;                    North         East     Units Scale Factor Converg.
 DN1122;SPC TXNC     - 2,167,503.590   795,156.302   MT  0.99987439   +1 08 28.4
 DN1122;SPC TXNC     - 7,111,218.03  2,608,775.30   sFT  0.99987439   +1 08 28.4
 DN1122;UTM  14      - 3,671,982.218   741,772.637   MT  1.00032077   +1 25 07.3
 DN1122
 DN1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1122!SPC TXNC     -   0.99997669  x   0.99987439  =   0.99985109
 DN1122!UTM  14      -   0.99997669  x   1.00032077  =   1.00029746
 DN1122
 DN1122|---------------------------------------------------------------------|
 DN1122| PID    Reference Object                     Distance      Geod. Az  |
 DN1122|                                                           dddmmss.s |
 DN1122| CY2829 PILOT RM 1                           20.641 METERS 02002     |
 DN1122| DN1114 FARMERSVILLE MUN STANDPIPE          APPROX. 4.3 KM 0834010.2 |
 DN1122| CY2828 PILOT AZ MK                                        0914934.4 |
 DN1122| CY2830 PILOT RM 2                           23.248 METERS 28023     |
 DN1122|---------------------------------------------------------------------|
 DN1122
 DN1122                          SUPERSEDED SURVEY CONTROL
 DN1122
 DN1122  NAD 83(1993)-  33 09 34.84660(N)    096 24 27.15282(W) AD(       ) 2
 DN1122  NAD 83(1986)-  33 09 34.85054(N)    096 24 27.14572(W) AD(       ) 2
 DN1122  NAD 27      -  33 09 34.43400(N)    096 24 26.20300(W) AD(       ) 2
 DN1122
 DN1122.Superseded values are not recommended for survey control.
 DN1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1122.See file dsdata.txt to determine how the superseded data were derived.
 DN1122
 DN1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4177371982(NAD 83)
 DN1122_MARKER: DS = TRIANGULATION STATION DISK
 DN1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1122
 DN1122  HISTORY     - Date     Condition        Report By
 DN1122  HISTORY     - 1950     MONUMENTED       CGS
 DN1122  HISTORY     - 1955     GOOD             TXHD
 DN1122  HISTORY     - 1957     GOOD             CGS
 DN1122  HISTORY     - 1959     GOOD             CGS
 DN1122  HISTORY     - 1966     GOOD             LONESR
 DN1122  HISTORY     - 1969     GOOD             CGS
 DN1122  HISTORY     - 19940712 GOOD             USPSQD
 DN1122
 DN1122                          STATION DESCRIPTION
 DN1122
 DN1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN1122'STATION IS LOCATED ABOUT 5 MILES EAST OF PRINCETON AND 3 MILES
 DN1122'WEST SOUTHWEST OF FARMERSVILLE ON THE RIGHT OF WAY OF STATE
 DN1122'ROUTE 24.  STATION IS 50 FEET NORTH OF THE CENTERLINE OF
 DN1122'HIGHWAY, 30 FEET WEST SOUTHWEST OF FENCECORNER AND 11 FEET
 DN1122'SOUTH OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 DN1122'DISK IS STAMPED PILOT 1950.
 DN1122'
 DN1122'REFERENCE MARK NO. 1 IS 54 FEET NORTH OF FENCECORNER AND 1
 DN1122'FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 DN1122'DISK IS STAMPED PILOT NO 1 1950.
 DN1122'
 DN1122'REFERENCE MARK NO. 2 IS 61 FEET NORTH OF THE CENTERLINE OF
 DN1122'HIGHWAY AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT
 DN1122'4 INCHES AND THE DISK IS STAMPED PILOT NO 2 1950.
 DN1122'
 DN1122'AZIMUTH MARK IS 74 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 DN1122'10 FEET SOUTH OF FENCE AND 9 FEET SOUTH SOUTHWEST OF POWER
 DN1122'POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 DN1122'PILOT 1950.
 DN1122'
 DN1122'TO REACH FROM THE POST OFFICE IN FARMERSVILLE GO SOUTHERLY ON
 DN1122'STATE ROUTE 78 FOR 1.15 MILES TO JUNCTION WITH STATE ROUTE
 DN1122'24.  TURN RIGHT AND GO WEST ON STATE ROUTE 24 FOR 1.1 MILES
 DN1122'TO AZIMUTH MARK ON RIGHT OR NORTH SIDE OF HIGHWAY AS DESCRIBED.
 DN1122'CONTINUE WEST FOR 0.7 MILE TO STATION ON RIGHT OR NORTH SIDE
 DN1122'OF HIGHWAY AS DESCRIBED.
 DN1122'
 DN1122'A 74 FOOT SIGNAL AT STATION MARKHAM 1935 IS V.G.
 DN1122'
 DN1122'A 74 FOOT SIGNAL AT STATION BEST IS VISIBLE AT 37 FEET.
 DN1122'
 DN1122'A 47 FOOT SIGNAL AT STATION HEARD 1935 IS VISIBLE AT 37 FEET.
 DN1122'
 DN1122'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DN1122
 DN1122                          STATION RECOVERY (1955)
 DN1122
 DN1122'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1122'STATION RECOVERED.  STATION IS 49.6 FT NORTH OF CENTERLINE
 DN1122'SH 24.  STATION IS WEST OF FARMERSVILLE.
 DN1122
 DN1122                          STATION RECOVERY (1957)
 DN1122
 DN1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1122'THE STATION AND R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED IN
 DN1122'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DN1122'STATION SITE ARE CORRECT.
 DN1122
 DN1122                          STATION RECOVERY (1959)
 DN1122
 DN1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ELJ)
 DN1122'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1122'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1122
 DN1122                          STATION RECOVERY (1966)
 DN1122
 DN1122'RECOVERY NOTE BY LONE STAR GAS COMPANY 1966 (RJN)
 DN1122'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  AZIMUTH
 DN1122'MARK IS DESTROYED.  THE STANDPIPE AND STACK ARE GONE.
 DN1122
 DN1122                          STATION RECOVERY (1969)
 DN1122
 DN1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1122'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 DN1122'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND BROKEN OFF AND IN A
 DN1122'FENCE LINE AND THE DISK WAS SALVAGED.  THERE WERE NO OBJECTS
 DN1122'VISIBLE TO ESTABLISH A NEW AZIMUTH MARK FROM.  THE BELOW
 DN1122'INFORMATION SHOULD BE ADDED TO THE DESCRIPTION.
 DN1122'
 DN1122'THE STATION MARK IS 82 FEET WEST OF THE CENTERLINE OF A DRIVEWAY
 DN1122'NORTH AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 DN1122'
 DN1122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 DN1122'FARMERSVILLE.
 DN1122
 DN1122                          STATION RECOVERY (1994)
 DN1122
 DN1122'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4669 ***********************************************************************
 DH4669  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4669  DESIGNATION -  PILOT 1
 DH4669  PID         -  DH4669
 DH4669  STATE/COUNTY-  TX/NUECES
 DH4669  USGS QUAD   -  PORT ARANSAS (1975)
 DH4669
 DH4669                         *CURRENT SURVEY CONTROL
 DH4669  ___________________________________________________________________
 DH4669* NAD 83(1993)-  27 50 18.92779(N)    097 03 06.57130(W)     ADJUSTED  
 DH4669* NAVD 88     -         1.80   (meters)       5.9    (feet)  GPS OBS   
 DH4669  ___________________________________________________________________
 DH4669  X           -    -692,906.378 (meters)                     COMP
 DH4669  Y           -  -5,601,378.866 (meters)                     COMP
 DH4669  Z           -   2,960,688.686 (meters)                     COMP
 DH4669  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DH4669  ELLIP HEIGHT-         -24.55  (meters)          (07/05/05) GPS OBS
 DH4669  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DH4669
 DH4669  HORZ ORDER  -  FIRST
 DH4669  ELLP ORDER  -  FOURTH    CLASS II
 DH4669
 DH4669.The horizontal coordinates were established by GPS observations
 DH4669.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 DH4669
 DH4669.The orthometric height was determined by GPS observations and a
 DH4669.high-resolution geoid model using precise GPS observation and
 DH4669.processing techniques.
 DH4669
 DH4669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4669
 DH4669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4669
 DH4669.The ellipsoidal height was determined by GPS observations
 DH4669.and is referenced to NAD 83.
 DH4669
 DH4669.The geoid height was determined by GEOID03.
 DH4669
 DH4669;                    North         East     Units Scale Factor Converg.
 DH4669;SPC TX S     - 5,241,458.346   442,653.909   MT  1.00000134   +0 39 26.9
 DH4669;SPC TX S     -17,196,351.26  1,452,273.70   sFT  1.00000134   +0 39 26.9
 DH4669;UTM  14      - 3,080,846.037   691,855.101   MT  1.00005434   +0 54 36.2
 DH4669
 DH4669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4669!SPC TX S     -   1.00000386  x   1.00000134  =   1.00000520
 DH4669!UTM  14      -   1.00000386  x   1.00005434  =   1.00005820
 DH4669
 DH4669:                Primary Azimuth Mark                     Grid Az
 DH4669:SPC TX S     -  GUN ECC                                  202 17 47.1
 DH4669:UTM  14      -  GUN ECC                                  202 02 37.8
 DH4669
 DH4669|---------------------------------------------------------------------|
 DH4669| PID    Reference Object                     Distance      Geod. Az  |
 DH4669|                                                           dddmmss.s |
 DH4669| AH1634 GUN ECC                             462.536 METERS 2025714.0 |
 DH4669|---------------------------------------------------------------------|
 DH4669
 DH4669                          SUPERSEDED SURVEY CONTROL
 DH4669
 DH4669.No superseded survey control is available for this station.
 DH4669
 DH4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9185580846(NAD 83)
 DH4669_MARKER: DD = SURVEY DISK
 DH4669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH4669_SP_SET: COE BRASS CAP DRILLED IN CEMENT
 DH4669_STAMPING: PILOT 1 2005
 DH4669_MARK LOGO: USACE 
 DH4669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4669+STABILITY: SURFACE MOTION
 DH4669
 DH4669  HISTORY     - Date     Condition        Report By
 DH4669  HISTORY     - 20050219 MONUMENTED       CCTI
 DH4669
 DH4669                          STATION DESCRIPTION
 DH4669
 DH4669'DESCRIBED BY C AND C TECHNOLOGIES INCORPORATED 2005 (JEW)
 DH4669'DESCRIBED BY C AND C TECHNOLOGIES, INC 2005 (JEW) FROM THE FERRY
 DH4669'LANDING AT PORT  ARANSAS,  TEXAS TRAVEL 0.16 KM (0.1 MILES) ALONG
 DH4669'TEXAS STATE HWY. 361 TO THE INTERSECTION  OF HWY. 361, J.C. BARR BLVD.
 DH4669'(MARINA ENTRANCE) AND COTTER ST. CONTINUE THROUGH THE  INTERSECTION
 DH4669'ALONG COTTER ST. 0.8 KM (0.5 MILES) TO THE INTERSECTION OF COTTER AND
 DH4669'STATION STREETS.  TURN LEFT AND TRAVEL 0.16 KM (2 BLOCKS) TO THE
 DH4669'INTERSECTION OF STATION  ST. AND CHANNEL VIEW.  TURN RIGHT ON CHANNEL
 DH4669'VIEW AND TRAVEL 0.6 KM (0.4 MILES) TO THE  MARINE SCIENCE INSTITUTE
 DH4669'(U.T. AT AUSTIN) TURN LEFT AND TRAVEL 1 BLOCK.  TURN RIGHT AND  TRAVEL
 DH4669'1 BLOCK.  TURN LEFT AND FOLLOW THE ROAD AROUND TO THE SEAWALL AND
 DH4669'MONUMENT  ON THE RIGHT.  THE MONUMENT IS AT THE NORTH WEST END OF THE
 DH4669'SEAWALL WALKWAY.  0.34 M  (1.1 FT) NORTHWEST TO THE END OF CONCRETE
 DH4669'WALKWAY, 0.90 M (2.95 FT) TO SOUTHWEST EDGE OF  CONCRETE WALKWAY, 0.94
 DH4669'M (3.08 FT) TO THE NORTHEAST EDGE CONCRETE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1331 ***********************************************************************
 DN1331  DESIGNATION -  PILOT 1947
 DN1331  PID         -  DN1331
 DN1331  STATE/COUNTY-  TX/DENTON
 DN1331  USGS QUAD   -  DENTON WEST (1960)
 DN1331
 DN1331                         *CURRENT SURVEY CONTROL
 DN1331  ___________________________________________________________________
 DN1331* NAD 83(1993)-  33 09 06.19533(N)    097 11 56.17983(W)     ADJUSTED  
 DN1331* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 DN1331  ___________________________________________________________________
 DN1331  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 DN1331  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DN1331
 DN1331  HORZ ORDER  -  SECOND
 DN1331
 DN1331.The horizontal coordinates were established by classical geodetic methods
 DN1331.and adjusted by the National Geodetic Survey in February 1996..
 DN1331
 DN1331.The orthometric height was scaled from a topographic map.
 DN1331
 DN1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1331
 DN1331.The geoid height was determined by GEOID03.
 DN1331
 DN1331;                    North         East     Units Scale Factor Converg.
 DN1331;SPC TXNC     - 2,165,429.017   721,361.439   MT  0.99987414   +0 42 34.5
 DN1331;SPC TXNC     - 7,104,411.70  2,366,666.65   sFT  0.99987414   +0 42 34.5
 DN1331;UTM  14      - 3,669,550.953   667,970.283   MT  0.99994787   +0 59 06.6
 DN1331
 DN1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1331!SPC TXNC     -   0.99996436  x   0.99987414  =   0.99983850
 DN1331!UTM  14      -   0.99996436  x   0.99994787  =   0.99991223
 DN1331
 DN1331                          SUPERSEDED SURVEY CONTROL
 DN1331
 DN1331  NAD 83(1993)-  33 09 06.19730(N)    097 11 56.16974(W) AD(       ) 2
 DN1331  NAD 83(1986)-  33 09 06.20015(N)    097 11 56.16569(W) AD(       ) 2
 DN1331  NAD 27      -  33 09 05.76700(N)    097 11 55.10800(W) AD(       ) 2
 DN1331
 DN1331.Superseded values are not recommended for survey control.
 DN1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1331.See file dsdata.txt to determine how the superseded data were derived.
 DN1331
 DN1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6797069551(NAD 83)
 DN1331_MARKER: DS = TRIANGULATION STATION DISK
 DN1331_SETTING: 66 = SET IN ROCK OUTCROP
 DN1331_SP_SET: SET IN ROCK OUTCROP
 DN1331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1331+STABILITY: POSITION/ELEVATION WELL
 DN1331
 DN1331  HISTORY     - Date     Condition        Report By
 DN1331  HISTORY     - 1946     MONUMENTED       CGS
 DN1331  HISTORY     - 1979     GOOD             NGS
 DN1331  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN1331
 DN1331                          STATION DESCRIPTION
 DN1331
 DN1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 DN1331'STATION IS ABOUT 2 MILES NNW OF ARGYLE, ABOUT 5-1/2 MILES SW OF
 DN1331'DENTON, ON FARM OWNED AND OPERATED BY THOMAS CARRUTH, ABOUT
 DN1331'0.15 MILE W OF HIS HOUSE ON TOP OF A PROMINENT, WOODED E-W RIDGE,
 DN1331'KNOWN LOCALLY AS PILOT KNOB.  TOP OF KNOB IS ABOUT 600 FEET
 DN1331'LONG AND ABOUT 125 FEET WIDE.  STATION IS IN ROCK OUTCROP NE
 DN1331'OF THE CENTER, 18 FEET S OF THE N EDGE OF THE KNOB, AND 34 FEET
 DN1331'N OF A 12-INCH OAK.  IT WAS LOCATED BY TRAVERSE FROM STATION
 DN1331'CARRUTH 1935 WHICH IS IN THE CENTER OF THE KNOB.  STATION
 DN1331'MARK IS A BRONZE STATION DISK.
 DN1331'
 DN1331'TO REACH FROM THE ARGYLE POST OFFICE, GO N ON U.S. HIGHWAY 377
 DN1331'FOR 0.35 MILE, THENCE W ACROSS RAILROAD AND CONTINUE W ON GRAVEL
 DN1331'ROAD FOR 0.7 MILE, TURN N 1.45 MILES, TURN W 0.1 MILE TO
 DN1331'MR. CARRUTHS HOUSE, PASS THROUGH GATE S OF HOUSE AND CONTINUE
 DN1331'W 100 YARDS.  PACK TO TOP OF KNOB AND STATION.
 DN1331
 DN1331                          STATION RECOVERY (1979)
 DN1331
 DN1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 DN1331'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE NEARBY STATION CARRUTH
 DN1331'1935 COULD NOT BE RECOVERED.
 DN1331'
 DN1331'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES SOUTHWEST
 DN1331'OF DENTON.
 DN1331
 DN1331                          STATION RECOVERY (1995)
 DN1331
 DN1331'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1370 ***********************************************************************
 BZ1370  DESIGNATION -  PILOT 2
 BZ1370  PID         -  BZ1370
 BZ1370  STATE/COUNTY-  TX/FREESTONE
 BZ1370  USGS QUAD   -  TURLINGTON (1982)
 BZ1370
 BZ1370                         *CURRENT SURVEY CONTROL
 BZ1370  ___________________________________________________________________
 BZ1370* NAD 83(1993)-  31 44 49.07908(N)    096 02 48.24832(W)     ADJUSTED  
 BZ1370* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 BZ1370  ___________________________________________________________________
 BZ1370  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 BZ1370  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BZ1370
 BZ1370  HORZ ORDER  -  FIRST
 BZ1370
 BZ1370.The horizontal coordinates were established by classical geodetic methods
 BZ1370.and adjusted by the National Geodetic Survey in February 1996..
 BZ1370
 BZ1370.The orthometric height was scaled from a topographic map.
 BZ1370
 BZ1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1370
 BZ1370.The geoid height was determined by GEOID03.
 BZ1370
 BZ1370;                    North         East     Units Scale Factor Converg.
 BZ1370;SPC TX C     - 3,238,444.063 1,106,048.289   MT  0.99996621   +2 12 28.3
 BZ1370;SPC TX C     -10,624,795.23  3,628,760.09   sFT  0.99996621   +2 12 28.3
 BZ1370;UTM  14      - 3,516,185.288   779,770.655   MT  1.00056546   +1 33 17.7
 BZ1370;UTM  15      - 3,516,429.566   211,370.866   MT  1.00062758   -1 36 15.1
 BZ1370
 BZ1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1370!SPC TX C     -   0.99997514  x   0.99996621  =   0.99994135
 BZ1370!UTM  14      -   0.99997514  x   1.00056546  =   1.00054058
 BZ1370!UTM  15      -   0.99997514  x   1.00062758  =   1.00060270
 BZ1370
 BZ1370|---------------------------------------------------------------------|
 BZ1370| PID    Reference Object                     Distance      Geod. Az  |
 BZ1370|                                                           dddmmss.s |
 BZ1370| CV9027 PILOT 2 RM 1                          7.126 METERS 00001     |
 BZ1370| BZ0340 PILOT 2 AZ MK                                      1782018.1 |
 BZ1370| BZ1374 FAIRFIELD MUNICIPAL TANK            APPROX.11.0 KM 2565822.3 |
 BZ1370| CV9028 PILOT 2 RM 2                          6.148 METERS 28943     |
 BZ1370|---------------------------------------------------------------------|
 BZ1370
 BZ1370                          SUPERSEDED SURVEY CONTROL
 BZ1370
 BZ1370  NAD 83(1986)-  31 44 49.08840(N)    096 02 48.22996(W) AD(       ) 1
 BZ1370  NAD 27      -  31 44 48.48000(N)    096 02 47.35200(W) AD(       ) 1
 BZ1370
 BZ1370.Superseded values are not recommended for survey control.
 BZ1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1370.See file dsdata.txt to determine how the superseded data were derived.
 BZ1370
 BZ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA7977116185(NAD 83)
 BZ1370_MARKER: DS = TRIANGULATION STATION DISK
 BZ1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1370
 BZ1370  HISTORY     - Date     Condition        Report By
 BZ1370  HISTORY     - 1935     MONUMENTED       CGS
 BZ1370  HISTORY     - 1935     GOOD             TXGS
 BZ1370  HISTORY     - 1937     GOOD             TXHD
 BZ1370  HISTORY     - 1946     GOOD             CGS
 BZ1370
 BZ1370                          STATION DESCRIPTION
 BZ1370
 BZ1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BZ1370'THIS STATION IS ABOUT 6 MILES E OF FAIRFIELD AND 3.8 MILES
 BZ1370'N OF TURLINGTON ON A PROMINENT PEAK KNOWN AS PILOT KNOB,
 BZ1370'OWNERSHIP UNKNOWN.  THE STATION IS ON THE S END OF THE HILL,
 BZ1370'15 FEET NNW OF A GNARLED OAK TREE.  THIS STATION IS TO REPLACE
 BZ1370'FORMER STATION OF WHICH ONLY SLIGHT EVIDENCE COULD BE FOUND.
 BZ1370'MARK IS FLUSH.
 BZ1370'
 BZ1370'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BZ1370'BRONZE DISKS SET IN CONCRETE.
 BZ1370'
 BZ1370'REFERENCE MARK NO. 1 IS N OF THE STATION, 9 FEET SW OF A 2-FOOT
 BZ1370'OAK TREE.  MARK IS FLUSH.  REFERENCE MARK NO. 2 IS WNW OF
 BZ1370'THE STATION, 6 FEET SE OF A 1-FOOT OAK TREE.  MARK IS FLUSH.
 BZ1370'
 BZ1370'AZIMUTH MARK IS S OF THE STATION, 163 FEET NE OF A WHITE
 BZ1370'SCHOOLHOUSE, 1 FOOT SE OF FENCE, 12 FEET NW OF FENCE CORNER,
 BZ1370'56 FEET NW OF CENTER LINE OF ROAD.  MARK PROJECTS 6 INCHES.
 BZ1370'
 BZ1370'TO REACH FROM FAIRFIELD GO SE ON TEXAS 7 FOR 6.35 MILES
 BZ1370'TO GILPINS STORE (TURLINGTON), CONTINUE ON TEXAS 7 FOR 0.2
 BZ1370'MILE TO DIRT ROAD LEADING TO N, TURN N, LEFT, AND FOLLOW
 BZ1370'MAIN-TRAVELED ROAD FOR 1.1 MILES TO T-ROAD, TURN RIGHT, E,
 BZ1370'AND GO 0.25 MILE TO WHITE CHURCH AND CEMETERY ON RIGHT, TURN
 BZ1370'LEFT, N, AND GO 1.6 MILES TO SMALL SCHOOLHOUSE ON LEFT, CONTINUE
 BZ1370'0.75 MILE TO WHERE MAIN ROAD BEARS TO RIGHT AND WOODS ROAD
 BZ1370'LEADS TO WIRE GATE STRAIGHT AHEAD, GO THROUGH GATE AND PROCEED
 BZ1370'FOR 0.5 MILE TO 20-INCH BLAZED OAK ON LEFT, HERE TRUCK TRAVEL
 BZ1370'SHOULD END, STATION IS ABOUT 200 YARDS TO THE LEFT UP HILL.
 BZ1370'
 BZ1370'LIGHTS 47 FEET ABOVE BURLESON, 87 FEET ABOVE FAIRFIELD MAGNETIC
 BZ1370'AND WILKERSON, AND 100 FEET ABOVE CANEY AND JOHNSON ARE VISIBLE
 BZ1370'FROM THE GROUND.
 BZ1370
 BZ1370                          STATION RECOVERY (1935)
 BZ1370
 BZ1370'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 BZ1370'RECOVERED AS DESCRIBED.  A NEW STATION MARK AND TWO NEW
 BZ1370'REFERENCE MARKS HAVE BEEN SET HERE IN 1935.  THE HOUSE DESCRIBED
 BZ1370'AS OCCUPIED BY A MR. PERKINS IS NOW OCCUPIED BY A MR. IVY.  A NEW
 BZ1370'STANDARD REFERENCE DISK IN CONCRETE STAMPED PILOT 1935
 BZ1370'AZIMUTH HAS BEEN SET NEAR THE PILOT KNOB SCHOOL.  IT IS
 BZ1370'LOCATED ABOUT 4 METERS W FROM THE SW FENCE CORNER OF THE
 BZ1370'PROPERTY ADJOINING THE SCHOOL PROPERTY ON THE N, ON THE LINE
 BZ1370'OF THE E-W FENCE BORDERING THE SCHOOL PROPERTY ON THE N.
 BZ1370'TO REACH STATION FROM THIS REFERENCE MARK AT THE PILOT
 BZ1370'KNOB SCHOOL, GO N ALONG THE MAIN-TRAVELED ROAD FROM THE
 BZ1370'SCHOOL A DISTANCE OF ABOUT 0.7 MILE TO A SHARP TURN TO THE
 BZ1370'RIGHT.  AT THIS POINT THERE ARE TWO WIRE GAPS NORMAL TO EACH
 BZ1370'OTHER.  TAKE TAKE THE ROAD THROUGH WIRE GAP, THAT FOLLOWS THE
 BZ1370'E-W FENCE.  FOLLOW THIS ROAD AND E-W FENCE TO THE END OF
 BZ1370'THE FENCE.  AT THIS POINT THERE IS A DIM ROAD TURNING
 BZ1370'LEFT.  GO AS FAR AS POSSIBLE ON THIS DIM ROAD, AND THEN
 BZ1370'WALK STRAIGHT AHEAD UP THE KNOB TO THE STATION.
 BZ1370
 BZ1370                          STATION RECOVERY (1937)
 BZ1370
 BZ1370'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1370'DESCRIPTION AS GIVEN BY C.A.S. 1935 SATISFACTORY.  STATION
 BZ1370'MARKER, REFERENCE MARKERS NOS. 1 AND 2, AND AZIMUTH MARKER
 BZ1370'RECOVERED AND IN GOOD CONDITION.
 BZ1370
 BZ1370                          STATION RECOVERY (1946)
 BZ1370
 BZ1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BZ1370'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 BZ1370'CONDITION AND THE ORIGINAL DESCRIPTION WAS FOUND ADEQUATE
 BZ1370'WITH THE FOLLOWING EXCEPTION.  A BARN HAS BEEN BUILT ON
 BZ1370'LINE BETWEEN THE AZIMUTH MARK AND STATION, OBSTRUCTING THIS
 BZ1370'LINE.  A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD ONE
 BZ1370'DESTROYED.
 BZ1370'
 BZ1370'A COMPLETE DESCRIPTION FOLLOWS.
 BZ1370'
 BZ1370'THE STATION IS ON THE HIGHEST POINT AND MOST SOUTHERN PART
 BZ1370'OF A PROMINENT PEAK.  LOCALLY KNOWN AS PILOT KNOB.  IT IS
 BZ1370'ABOUT 6 MILES EAST OF FAIRFIELD AND 3.8 MILES NORTH OF TURLINGTON.
 BZ1370'IT PROJECTS 2 INCHES AND
 BZ1370'IS STAMPED PILOT 2 1935.
 BZ1370'
 BZ1370'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 BZ1370'AS THE STATION.  IT PROJECTS
 BZ1370'6 INCHES AND IS STAMPED PILOT 2 NO 1 1935.
 BZ1370'
 BZ1370'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 BZ1370'AS THE STATION.  IT PROJECTS
 BZ1370'5 INCHES AND IS STAMPED PILOT 2 NO 2 1935.
 BZ1370'
 BZ1370'AZIMUTH MARK IS ON THE EAST EDGE OF A ROAD RIGHT-OF-WAY,
 BZ1370'25 FEET EAST OF THE CENTER OF A GRADED ROAD, 13 FEET SOUTH
 BZ1370'OF THE CENTER OF A BOARD GATE, AND 1.5 FEET WEST OF A WIRE
 BZ1370'FENCE.  IT IS PROJECTS 6 INCHES AND
 BZ1370'IS STAMPED PILOT 2 1935, RESET 1946.
 BZ1370'
 BZ1370'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS NO. 75
 BZ1370'AND 84 IN FAIRFIELD, GO EAST ON U.S. HIGHWAY NO. 84 FOR 7.0
 BZ1370'MILES TO A SIDE ROAD LEFT, NORTH, (0.2 MILE EAST OF A STORE).
 BZ1370'TURN LEFT ON GRADED ROAD AND GO 1.1 MILE TO A FORK, TAKE
 BZ1370'RIGHT FORK (MAIN ROAD) AND GO 0.3 MILE TO A ROAD LEFT AND
 BZ1370'A CHURCH ON THE RIGHT, TURN LEFT AND GO 2.3 MILES TO A POINT
 BZ1370'WHERE THE ROAD TURNS TO THE RIGHT AND A LOCKED BOARD GATE
 BZ1370'ON THE LEFT.  TURN LEFT THROUGH A WIRE GATE, TO THE LEFT OF
 BZ1370'THE BOARD GATE, AND THEN RIGHT ON A FARM ROAD ALONG THE EAST
 BZ1370'EDGE OF A CULTIVATED FIELD AND THROUGH A THIN STRIP OF
 BZ1370'TIMBER AND ACROSS THE SECOND FIELD, FOR 0.3 MILE TO A WIRE
 BZ1370'FENCE AT THE NORTH EDGE OF A FIELD AND EDGE OF THE
 BZ1370'WOODS.  FROM HERE PACK NORTH THROUGH SCRUB TIMBER FOR
 BZ1370'ABOUT 0.2 MILE TO THE HIGHEST POINT AND THE STATION AS
 BZ1370'DESCRIBED.
 BZ1370'
 BZ1370'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE ABOVE
 BZ1370'DESCRIPTION BACK 0.3 MILE TO THE WIRE GATE MENTIONED ABOVE.
 BZ1370'FROM HERE GO SOUTH ON MAIN GRADED ROAD FOR 0.7 MILE TO THE
 BZ1370'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 BZ1370'
 BZ1370'A 20 FOOT TOWER IS REQUIRED TO SEE AN 87 FOOT LIGHT AT STATION
 BZ1370'GRINDSTONE.
 BZ1370'
 BZ1370'A 37 FOOT TOWER IS REQUIRED TO SEE A 100 FOOT LIGHT AT STATION
 BZ1370'YOUNG.
 BZ1370'
 BZ1370'A 37 FOOT TOWER IS REQUIRED TO SEE A 100 FOOT LIGHT AT STATION
 BZ1370'VANNOY 1935.
 BZ1370'
 BZ1370'A 37 FOOT TOWER IS REQUIRED TO SEE A 100 FOOT LIGHT AT STATION
 BZ1370'COOKS.
 BZ1370'
 BZ1370'A 20 FOOT TOWER IS REQUIRED TO SEE AN 87 FOOT LIGHT AT STATION
 BZ1370'TENNESSEE.
 BZ1370'
 BZ1370'A 4 FOOT TRIPOD IS REQUIRED TO SEE AN 87 FOOT LIGHT AT STATION
 BZ1370'JOHNSON 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0340 ***********************************************************************
 BZ0340  DESIGNATION -  PILOT 2 AZ MK
 BZ0340  PID         -  BZ0340
 BZ0340  STATE/COUNTY-  TX/FREESTONE
 BZ0340  USGS QUAD   -  TURLINGTON (1982)
 BZ0340
 BZ0340                         *CURRENT SURVEY CONTROL
 BZ0340  ___________________________________________________________________
 BZ0340* NAD 83(1986)-  31 43 50.     (N)    096 02 46.     (W)     SCALED    
 BZ0340* NAVD 88     -       154.681  (meters)     507.48   (feet)  ADJUSTED  
 BZ0340  ___________________________________________________________________
 BZ0340  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BZ0340  DYNAMIC HT  -         154.495 (meters)     506.87  (feet)  COMP
 BZ0340  MODELED GRAV-     979,431.1   (mgal)                       NAVD 88
 BZ0340
 BZ0340  VERT ORDER  -  SECOND    CLASS 0
 BZ0340
 BZ0340.The horizontal coordinates were scaled from a topographic map and have
 BZ0340.an estimated accuracy of +/- 6 seconds.
 BZ0340
 BZ0340.The orthometric height was determined by differential leveling
 BZ0340.and adjusted by the National Geodetic Survey in June 1991..
 BZ0340
 BZ0340.The geoid height was determined by GEOID03.
 BZ0340
 BZ0340.The dynamic height is computed by dividing the NAVD 88
 BZ0340.geopotential number by the normal gravity value computed on the
 BZ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0340.degrees latitude (g = 980.6199 gals.).
 BZ0340
 BZ0340.The modeled gravity was interpolated from observed gravity values.
 BZ0340
 BZ0340;                    North         East    Units  Estimated Accuracy
 BZ0340;SPC TX C     - 3,236,630.    1,106,180.      MT  (+/- 180 meters Scaled)
 BZ0340
 BZ0340                          SUPERSEDED SURVEY CONTROL
 BZ0340
 BZ0340  NGVD 29 (??/??/92)  154.668  (m)          507.44   (f) ADJ UNCH    2 0
 BZ0340
 BZ0340.Superseded values are not recommended for survey control.
 BZ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0340.See file dsdata.txt to determine how the superseded data were derived.
 BZ0340
 BZ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA798143(NAD 83)
 BZ0340_MARKER: DZ = AZIMUTH MARK DISK
 BZ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0340_STAMPING: PILOT NO 2 1935 RESET 1946
 BZ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0340+STABILITY: SURFACE MOTION
 BZ0340
 BZ0340  HISTORY     - Date     Condition        Report By
 BZ0340  HISTORY     - 1946     MONUMENTED       CGS
 BZ0340  HISTORY     - 1947     GOOD             NGS
 BZ0340
 BZ0340                          STATION DESCRIPTION
 BZ0340
 BZ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0340'3.2 MI NE FROM TURLINGTON.
 BZ0340'TO REACH FROM THE TURLINGTON GROCERY STORE AT TURLINGTING, PROCEED 0.2
 BZ0340'MILE EAST ALONG U.S. HIGHWAY NO. 84, THENCE 3.0 MILE NORTHEAST ALONG A
 BZ0340'DIRT ROAD, AZIMUTH MARK IS AT THE TOP OF A SMALL HILL, 0.05 MILE NORTH
 BZ0340'OF AND ACROSS THE ROAD FROM A DIRT ROAD LEADING WEST, 125.0 FEET
 BZ0340'NORTHEAST OF AND ACROSS THE ROAD FROM A FARM HOUSE, 24.0 FEET EAST OF
 BZ0340'THE CENTER OF THE ROAD, 12.0 FEET SOUTH OF THE CENTER OF A PRIVATE
 BZ0340'ROAD LEADING EAST, 3.0 FEET NORTH OF A REFERENCE POST, 1.5 FOOT WEST
 BZ0340'OF THE EAST RIGHT-OF-WAY FENCE, A BRONZE AZIMUTH MARK DISK SET IN A
 BZ0340'CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2588 ***********************************************************************
 AX2588  DESIGNATION -  PILOT GROVE
 AX2588  PID         -  AX2588
 AX2588  STATE/COUNTY-  TX/GONZALES
 AX2588  USGS QUAD   -  WAELDER (1981)
 AX2588
 AX2588                         *CURRENT SURVEY CONTROL
 AX2588  ___________________________________________________________________
 AX2588* NAD 83(1993)-  29 42 32.47312(N)    097 19 24.67767(W)     ADJUSTED  
 AX2588* NAVD 88     -       142.     (meters)     466.     (feet)  VERTCON   
 AX2588  ___________________________________________________________________
 AX2588  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AX2588  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AX2588
 AX2588  HORZ ORDER  -  THIRD
 AX2588
 AX2588.The horizontal coordinates were established by classical geodetic methods
 AX2588.and adjusted by the National Geodetic Survey in February 1996..
 AX2588
 AX2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2588
 AX2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2588
 AX2588.The geoid height was determined by GEOID03.
 AX2588
 AX2588;                    North         East     Units Scale Factor Converg.
 AX2588;SPC TXSC     - 4,209,039.579   762,202.688   MT  0.99988448   +0 49 16.8
 AX2588;SPC TXSC     -13,809,157.35  2,500,659.99   sFT  0.99988448   +0 49 16.8
 AX2588;SPC TX C     - 3,008,635.844   991,252.425   MT  1.00013375   +1 33 00.8
 AX2588;SPC TX C     - 9,870,832.76  3,252,134.00   sFT  1.00013375   +1 33 00.8
 AX2588;UTM  14      - 3,287,719.225   662,173.953   MT  0.99992451   +0 49 51.7
 AX2588
 AX2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2588!SPC TXSC     -   0.99998184  x   0.99988448  =   0.99986632
 AX2588!SPC TX C     -   0.99998184  x   1.00013375  =   1.00011559
 AX2588!UTM  14      -   0.99998184  x   0.99992451  =   0.99990635
 AX2588
 AX2588:                Primary Azimuth Mark                     Grid Az
 AX2588:SPC TXSC     -  WAELDER MUNICIPAL TANK                   126 44 32.1
 AX2588:SPC TX C     -  WAELDER MUNICIPAL TANK                   126 00 48.1
 AX2588:UTM  14      -  WAELDER MUNICIPAL TANK                   126 43 57.2
 AX2588
 AX2588|---------------------------------------------------------------------|
 AX2588| PID    Reference Object                     Distance      Geod. Az  |
 AX2588|                                                           dddmmss.s |
 AX2588| AX2586 WAELDER MUNICIPAL TANK              APPROX. 2.8 KM 1273348.9 |
 AX2588| AX2629 IRON PEAK                           APPROX.22.4 KM 2573755.3 |
 AX2588|---------------------------------------------------------------------|
 AX2588
 AX2588                          SUPERSEDED SURVEY CONTROL
 AX2588
 AX2588  NAD 83(1986)-  29 42 32.48334(N)    097 19 24.66687(W) AD(       ) 3
 AX2588  NAD 27      -  29 42 31.65758(N)    097 19 23.70041(W) AD(       ) 3
 AX2588  NGVD 29 (07/19/86)  142.     (m)          466.     (f) VERT ANG       
 AX2588
 AX2588.Superseded values are not recommended for survey control.
 AX2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2588.See file dsdata.txt to determine how the superseded data were derived.
 AX2588
 AX2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT6217487719(NAD 83)
 AX2588
 AX2588  HISTORY     - Date     Condition        Report By
 AX2588  HISTORY     - UNK      MONUMENTED
 AX2588  HISTORY     - 1963     GOOD             USGS
 AX2588
 AX2588                          STATION DESCRIPTION
 AX2588
 AX2588'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2588'STATION IS SITUATED IN THE NORTHERN PART OF THE COUNTY, 2 MI. NW. OF
 AX2588'WAELDER ON HIGHEST GROUND IN VICINITY, ON LAND BELONGING TO MR.
 AX2588'FRUMPTON, AND NEAR A GROVE OF POST OAKS THAT HAS BEEN KNOWN SINCE THE
 AX2588'EARLY SETTLEMENT OF THE COUNTRY AS PILOT GROVE.
 AX2588'
 AX2588'RECOVERED AND REDESCRIBED AS FOLLOWS
 AX2588'
 AX2588'WAELDER POST OFFICE, 1.5 MI. WESTERLY ALONG U.S. HIGHWAY 90 TO A
 AX2588'GRAVEL RD. GOING N., PROCEED 0.2 MI. N., THENCE 0.4 MI. W. ALONG
 AX2588'THIS RD.  TURN RIGHT (N.) AT FARM DRIVEWAY AND PROCEED 0.2 MI. TO
 AX2588'HOUSE.  STATION MARK IS 400 FT. ON COMPASS BEARING NNE. FROM FRONT
 AX2588'OF HOUSE, AT THE BASE (S. SIDE) OF A LARGE OAK TREE THAT HAS SUFFERED
 AX2588'STORM DAMAGE.  AN IRON PIPE AND CAP NOT STAMPED, IS LOCATED 2 FT. S.
 AX2588'OF 3 FT. DIAMETER OAK TREE.  IT WOULD BE DIFFICULT TO TRIANGULATE
 AX2588'FROM THIS STATION.
 AX2588'
 AX2588'RECOVERED AND THE ORIGINAL UNSTAMPED BRASS CAP WAS
 AX2588'STAMPED AS NOW LISTED.
 AX2588'
 AX2588'STATION MARK--USGS BRASS CAP RIVETED TO A 3 IN. IRON PIPE PROJECTING
 AX2588'1.2 FT. ABOVE THE GROUND, STAMPED ---PILOT GROVE-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1343 ***********************************************************************
 BZ1343  DESIGNATION -  PILOT KNOB
 BZ1343  PID         -  BZ1343
 BZ1343  STATE/COUNTY-  TX/CORYELL
 BZ1343  USGS QUAD   -  FORT HOOD (1995)
 BZ1343
 BZ1343                         *CURRENT SURVEY CONTROL
 BZ1343  ___________________________________________________________________
 BZ1343* NAD 83(1993)-  31 10 06.20601(N)    097 46 53.29232(W)     ADJUSTED  
 BZ1343* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 BZ1343  ___________________________________________________________________
 BZ1343  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 BZ1343  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ1343
 BZ1343  HORZ ORDER  -  SECOND
 BZ1343
 BZ1343.The horizontal coordinates were established by classical geodetic methods
 BZ1343.and adjusted by the National Geodetic Survey in February 1996..
 BZ1343
 BZ1343.The orthometric height was scaled from a topographic map.
 BZ1343
 BZ1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1343
 BZ1343.The geoid height was determined by GEOID03.
 BZ1343
 BZ1343;                    North         East     Units Scale Factor Converg.
 BZ1343;SPC TX C     - 3,169,264.050   943,235.432   MT  0.99988597   +1 18 51.7
 BZ1343;SPC TX C     -10,397,827.14  3,094,598.25   sFT  0.99988597   +1 18 51.7
 BZ1343;UTM  14      - 3,448,903.250   616,127.431   MT  0.99976634   +0 37 50.6
 BZ1343
 BZ1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1343!SPC TX C     -   0.99995224  x   0.99988597  =   0.99983822
 BZ1343!UTM  14      -   0.99995224  x   0.99976634  =   0.99971859
 BZ1343
 BZ1343|---------------------------------------------------------------------|
 BZ1343| PID    Reference Object                     Distance      Geod. Az  |
 BZ1343|                                                           dddmmss.s |
 BZ1343| CV5126 PILOT KNOB RM 2                       8.356 METERS 04338     |
 BZ1343| BZ1344 CAMP HOOD EAST TANK                 APPROX. 3.3 KM 1490538.7 |
 BZ1343| BZ1345 CAMP HOOD WEST TANK                 APPROX. 3.4 KM 1920746.0 |
 BZ1343| CV5125 PILOT KNOB RM 1                      13.061 METERS 28546     |
 BZ1343| CV5124 PILOT KNOB AZ MK                                   2911446.6 |
 BZ1343|---------------------------------------------------------------------|
 BZ1343
 BZ1343                          SUPERSEDED SURVEY CONTROL
 BZ1343
 BZ1343  NAD 83(1986)-  31 10 06.21515(N)    097 46 53.27738(W) AD(       ) 2
 BZ1343  NAD 27      -  31 10 05.59400(N)    097 46 52.20300(W) AD(       ) 2
 BZ1343
 BZ1343.Superseded values are not recommended for survey control.
 BZ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1343.See file dsdata.txt to determine how the superseded data were derived.
 BZ1343
 BZ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1612748903(NAD 83)
 BZ1343_MARKER: P = PIPE CAP
 BZ1343_SETTING: 0 = UNSPECIFIED SETTING
 BZ1343
 BZ1343  HISTORY     - Date     Condition        Report By
 BZ1343  HISTORY     - 1943     MONUMENTED       USE
 BZ1343  HISTORY     - 1952     GOOD             AMS
 BZ1343  HISTORY     - 1957     GOOD             AMS
 BZ1343  HISTORY     - 1962     POOR             USE
 BZ1343  HISTORY     - 1965     POOR             CGS
 BZ1343
 BZ1343                          STATION DESCRIPTION
 BZ1343
 BZ1343'DESCRIBED BY US ENGINEERS 1943 (PLB)
 BZ1343'STATION IS LOCATED ABOUT 5 MILES NW OF KILLEEN ON A PROMINENT
 BZ1343'HILL IN THE NORTHWESTERLY PART OF CAMP HOOD.  STATION IS LOCATED
 BZ1343'ON THE NORTHWESTERLY END OF PILOT KNOB AT THE END OF THE
 BZ1343'TRAIL ROAD TO THE STATION.  THE MARK IS A 2-INCH PIPE AND
 BZ1343'CAP SET IN AN 8-INCH CONCRETE MONUMENT.  THE CAP IS STAMPED
 BZ1343'PILOT C OF E 1942 AND IS SET FLUSH WITH THE GROUND.
 BZ1343'
 BZ1343'REFERENCE MARK NO. 1 IS A SIMILAR TYPE OF MARK SET 6 FEET W
 BZ1343'OF THE ROAD TO THE STATION AND ABOUT 30 FEET E OF THE BROW OF
 BZ1343'THE HILL.  MARK IS STAMPED PILOT NO. 1 1942 AND IS FLUSH
 BZ1343'WITH THE GROUND.
 BZ1343'
 BZ1343'REFERENCE MARK NO. 2 IS A SIMILAR MARK SET 27 FEET NORTHERLY
 BZ1343'FROM THE CENTER LINE OF THE ROAD TO THE STATION.  MARK IS
 BZ1343'STAMPED PILOT NO. 2 1942.
 BZ1343'
 BZ1343'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE.
 BZ1343'
 BZ1343'THE AZIMUTH MARK IS 2 FEET S OF THE SE CORNER OF AN OLD
 BZ1343'ABANDONED HOUSE WHICH IS ABOUT 0.35 MILE WESTERLY FROM THE
 BZ1343'STATION.  THE MARK IS STAMPED PILOT KNOB 1942 AND PROJECTS
 BZ1343'ABOUT 4 INCHES.
 BZ1343'
 BZ1343'TO REACH THE STATION FROM KILLEEN GO WESTERLY ON U.S. ROUTE
 BZ1343'190 FOR 2.45 MILES TO THE ENTRANCE TO CAMP HOOD, TURN RIGHT ONTO
 BZ1343'CAMP HOOD ROAD AND GO 0.3 MILE TO A GUARD HOUSE, CONTINUE
 BZ1343'STRAIGHT AHEAD FOR 0.5 MILE TO A CROSS STREET.  TURN LEFT AND
 BZ1343'GO W ON SOUTH AVENUE FOR 1.25 MILES TO ONE HUNDRED
 BZ1343'SEVENTY-SECOND STREET.  TURN RIGHT AND GO 1.5 MILES TO A FORKS,
 BZ1343'KEEP STRAIGHT AHEAD ON RIGHT FORK ACROSS A NEW 4-LANE HIGHWAY
 BZ1343'0.3 MILE TO A REVERSE Y-ROAD, TURN SHARP LEFT AND GO 0.1 MILE
 BZ1343'TO A TRAIL ROAD RIGHT, TURN RIGHT AND GO 0.5 MILE TO A FORKS,
 BZ1343'TAKE RIGHT FORK AND UP THE STEEP ROAD TOWARD THE STATION
 BZ1343'ON THE KNOB.  IT IS POSSIBLE TO DRIVE TO A POINT ABOUT 100
 BZ1343'YARDS FROM THE STATION IN DRY WEATHER.
 BZ1343'
 BZ1343'TO REACH THE AZIMUTH FROM THIS POINT TAKE THE LEFT FORK THROUGH A
 BZ1343'GATE IN A WIRE FENCE KEEPING ALL LEFT TURNS TO AN OLD
 BZ1343'ABANDONED HOUSE ON THE RIGHT AND THE AZIMUTH MARK.
 BZ1343'
 BZ1343'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BZ1343
 BZ1343                          STATION RECOVERY (1952)
 BZ1343
 BZ1343'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BZ1343'STATION WAS RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 BZ1343
 BZ1343                          STATION RECOVERY (1957)
 BZ1343
 BZ1343'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1343'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1343
 BZ1343                          STATION RECOVERY (1962)
 BZ1343
 BZ1343'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1343'STATION WAS RECOVERED IN FAIR CONDITION BUT NO CAP ON PIPE.
 BZ1343'LOCATED ON THE NORTHWESTERLY END OF PILOT KNOB AT THE END
 BZ1343'OF THE TRAIL ROAD TO STATION.  A 2 INCH CAPPED IRON PIPE SET
 BZ1343'IN CONCRETE POST PROJECTING 1/2 INCH, 13.1 METERS EAST OF
 BZ1343'REFERENCE MARK NO. 1 AND 8.4 METERS SW OF REFERENCE MARK
 BZ1343'NO. 2.
 BZ1343'
 BZ1343'NO SEARCH MADE FOR REFERENCE MARKS NO. 1 AND 2.
 BZ1343'
 BZ1343'AZIMUTH MARK NOT RECOVERED.
 BZ1343
 BZ1343                          STATION RECOVERY (1965)
 BZ1343
 BZ1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1343'STATION FOUND IN FAIR CONDITION WITH CAP REMOVED.  A 20-FOOT
 BZ1343'HIGH METAL TOWER SET OVER STATION.  R.M. 1 FOUND DESTROYED.
 BZ1343'R.M. 2 FOUND IN GOOD CONDITION.  AZIMUTH MARK NOT RECOVERED
 BZ1343'IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1140 ***********************************************************************
 BM1140  DESIGNATION -  PILOT KNOB AZ MK 2
 BM1140  PID         -  BM1140
 BM1140  STATE/COUNTY-  TX/TRAVIS
 BM1140  USGS QUAD   -  MONTOPOLIS (1988)
 BM1140
 BM1140                         *CURRENT SURVEY CONTROL
 BM1140  ___________________________________________________________________
 BM1140* NAD 83(1993)-  30 09 38.84682(N)    097 41 53.49830(W)     ADJUSTED  
 BM1140* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 BM1140  ___________________________________________________________________
 BM1140  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BM1140  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BM1140
 BM1140  HORZ ORDER  -  SECOND
 BM1140
 BM1140.The horizontal coordinates were established by classical geodetic methods
 BM1140.and adjusted by the National Geodetic Survey in February 1996..
 BM1140.No horizontal observational check was made to the station.
 BM1140
 BM1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1140
 BM1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1140
 BM1140.The geoid height was determined by GEOID03.
 BM1140
 BM1140;                    North         East     Units Scale Factor Converg.
 BM1140;SPC TX C     - 3,057,784.040   953,817.258   MT  0.99998851   +1 21 26.1
 BM1140;SPC TX C     -10,032,079.80  3,129,315.45   sFT  0.99998851   +1 21 26.1
 BM1140;UTM  14      - 3,337,318.090   625,358.658   MT  0.99979388   +0 39 14.9
 BM1140
 BM1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1140!SPC TX C     -   0.99997553  x   0.99998851  =   0.99996404
 BM1140!UTM  14      -   0.99997553  x   0.99979388  =   0.99976942
 BM1140
 BM1140                          SUPERSEDED SURVEY CONTROL
 BM1140
 BM1140  NAD 83(1986)-  30 09 38.86514(N)    097 41 53.47983(W) AD(       ) 2
 BM1140  NGVD 29 (01/26/93)  182.     (m)          597.     (f) VERT ANG       
 BM1140
 BM1140.Superseded values are not recommended for survey control.
 BM1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1140.See file dsdata.txt to determine how the superseded data were derived.
 BM1140
 BM1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2535937318(NAD 83)
 BM1140_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BM1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM1140_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1140+STABILITY: SURFACE MOTION
 BM1140
 BM1140  HISTORY     - Date     Condition        Report By
 BM1140  HISTORY     - 1961     MONUMENTED       CGS
 BM1140  HISTORY     - 1983     GOOD             NGS
 BM1140
 BM1140                          STATION DESCRIPTION
 BM1140
 BM1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1140'AN EDM TIE WAS MADE
 BM1140'FROM PILOT KNOB 1935 1983 AT THIS TIME.
 BM1140'THE STATION IS LOCATED ON LAND LEASED BY ARNOLD FORDADORY
 BM1140'WHO LIVES AT THE STATION.
 BM1140'OWNERSHIP--ARNOLD FORDADORY-LESSEE, ROUTE 2, BOX 886,
 BM1140'AUSTIN, TX 78744.  PHONE 512-243-1432.
 BM1140'
 BM1140'TO REACH THE STATION FROM PILOT KNOB 1935 1983 GO NORTHERLY ON
 BM1140'THE TRACK ROAD THROUGH THE PASTURE FOR 0.55 KM (0.3 MI) TO A
 BM1140'T-ROAD.  TURN RIGHT, EAST, DOWNGRADE, ON THE PASTURE ROAD FOR 0.4
 BM1140'KM (0.25 MI) TO THE MAIN FARM LANE AT A DESERTED RANCH HOUSE.
 BM1140'TURN RIGHT, EAST, THEN NORTH, ON THE LANE FOR 0.3 KM (0.2 MI) TO
 BM1140'A SLIGHT RISE AND THE MARK ON THE LEFT.  THIS POINT IS 0.6 KM (0.
 BM1140'(0.35 MI) SOUTH FROM GATE AT PAVED ROAD AND MR. FORDADORYS HOUSE.
 BM1140'
 BM1140'THE STATION IS A STANDARD NGS DISK
 BM1140'STAMPED---PILOT KNOB 1935 1961---,
 BM1140'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM1140'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 BM1140'15.0 METER (49.2 FT) NORTHWEST FROM A 40-CM TREE, 10.8 M (35.4
 BM1140'FT) WEST FROM A FENCE AROUND A RODEO ARENA, 6.9 M (22.6 FT) WEST
 BM1140'FROM THE FARM LANE CENTER, AND 0.5 M (1.6 FT) SOUTH-SOUTHWEST
 BM1140'FROM A UTILITY POLE WITH A METER BOX.
 BM1140'
 BM1140'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.0 METERS.
 BM1140'DESCRIBED BY C.E. GOEGHEGAN, TYPED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1131 ***********************************************************************
 BM1131  DESIGNATION -  PILOT KNOB RESET
 BM1131  PID         -  BM1131
 BM1131  STATE/COUNTY-  TX/TRAVIS
 BM1131  USGS QUAD   -  MONTOPOLIS (1988)
 BM1131
 BM1131                         *CURRENT SURVEY CONTROL
 BM1131  ___________________________________________________________________
 BM1131* NAD 83(1993)-  30 09 31.72640(N)    097 42 29.09236(W)     ADJUSTED  
 BM1131* NAVD 88     -       216.1    (meters)     709.     (feet)  VERTCON   
 BM1131  ___________________________________________________________________
 BM1131  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BM1131  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM1131
 BM1131  HORZ ORDER  -  FIRST
 BM1131
 BM1131.The horizontal coordinates were established by classical geodetic methods
 BM1131.and adjusted by the National Geodetic Survey in February 1996..
 BM1131
 BM1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1131
 BM1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1131
 BM1131.The geoid height was determined by GEOID03.
 BM1131
 BM1131;                    North         East     Units Scale Factor Converg.
 BM1131;SPC TX C     - 3,057,542.326   952,870.268   MT  0.99998902   +1 21 07.8
 BM1131;SPC TX C     -10,031,286.78  3,126,208.54   sFT  0.99998902   +1 21 07.8
 BM1131;UTM  14      - 3,337,088.060   624,408.959   MT  0.99979095   +0 38 56.9
 BM1131
 BM1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1131!SPC TX C     -   0.99997013  x   0.99998902  =   0.99995915
 BM1131!UTM  14      -   0.99997013  x   0.99979095  =   0.99976109
 BM1131
 BM1131                          SUPERSEDED SURVEY CONTROL
 BM1131
 BM1131  NAD 83(1986)-  30 09 31.74468(N)    097 42 29.07389(W) AD(       ) 1
 BM1131  NGVD 29 (01/26/93)  216.1    (m)          709.     (f) H LEVEL        
 BM1131
 BM1131.Superseded values are not recommended for survey control.
 BM1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1131.See file dsdata.txt to determine how the superseded data were derived.
 BM1131
 BM1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2440937088(NAD 83)
 BM1131_MARKER: DS = TRIANGULATION STATION DISK
 BM1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1131+STABILITY: SURFACE MOTION
 BM1131
 BM1131  HISTORY     - Date     Condition        Report By
 BM1131  HISTORY     - 1983     MONUMENTED       NGS
 BM1131
 BM1131                          STATION DESCRIPTION
 BM1131
 BM1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1131'THE STATION IS LOCATED ABOUT 10.1 KM (6.3 MI) SOUTH FROM THE
 BM1131'COLORADO RIVER, 7.1 KM (4.4 MI) EAST-SOUTHEAST FROM INTERSTATE
 BM1131'HIGHWAY 35, 2.9 KM (1.8 MI) SOUTHWEST FROM THE SOUTHWEST EDGE OF
 BM1131'BERGSTROM AIR FORCE BASE, 1.3 KM (0.8 MI) WEST FROM US HIGHWAY
 BM1131'183, ON A LOW KNOLL LOCALLY KNOWN AS PILOT KNOB.
 BM1131'OWNERSHIP--ARNOLD FORDADORY (LESEE), TELEPHONE 512-243-1432.
 BM1131'ROUTE 2, BOX 886, AUSTIN, TX 78744. TELEPHONE 512-243-1432.
 BM1131'
 BM1131'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 183 AND
 BM1131'STATE HIGHWAY 71 (IN SOUTHEAST AUSTIN), GO SOUTH ON HIGHWAY 183
 BM1131'FOR 6.2 KM (3.85 MI) TO A CROSSROAD (FARM ROAD 812 LEADS EAST).
 BM1131'TURN RIGHT, WEST, FOR 0.2 KM (0.15 MI) TO A FARM LANE ON THE LEFT,
 BM1131'JUST PAST THE LAST HOUSE ON THE LEFT (MR. FORDADORYS HOUSE).
 BM1131'TURN LEFT, SOUTH, PASSING THROUGH A LOCKED GATE FOR 0.6 KM (0.35
 BM1131'MI) TO A SLIGHT RISE AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 BM1131'SOUTH THEN WEST FOR 0.3 KM (0.2 MI) TO A DIM ROAD LEFT IN THE
 BM1131'FRONT YARD OF A DESERTED FARM HOUSE.  TURN LEFT, SOUTH, THEN WEST
 BM1131'ON FIELD ROAD FOR 0.4 KM (0.25 MI) TO A FIELD ROAD LEFT JUST
 BM1131'BEFORE REACHING HIGH GROUND.  TURN LEFT, SOUTH, ON FIELD ROAD FOR
 BM1131'0.35 KM (0.2 MI) TO A DIM FORK JUST PAST A DOWNED FENCE.  BEAR
 BM1131'RIGHT, SOUTHWEST ON DIM ROAD UPGRADE FOR 0.2 KM (0.1 MI) TO HIGH
 BM1131'GROUND AND STATION ON THE NORTHEAST END OF THE RIDGE.
 BM1131'
 BM1131'THE STATION IS A STANDARD NGS DISK
 BM1131'STAMPED---PILOT KNOB 1935 1983---,
 BM1131'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM1131'PROJECTING 5 CM ABOVE THE GROUND.
 BM1131'
 BM1131'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 BM1131'STAMPED---PILOT KNOB NO 3 1983---,
 BM1131'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM1131'PROJECTING 12 CM ABOVE THE GROUND.
 BM1131'MARK IS BELOW STATION 0.7 METERS.
 BM1131'
 BM1131'THE MARK IS A STANDARD NGS DISK
 BM1131'STAMPED---PILOT KNOB RM A 1967---,
 BM1131'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1131'FLUSH WITH GROUND.
 BM1131'MARK IS 3.2 METERS BELOW THE STATION.
 BM1131'
 BM1131'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 BM1131'STAMPED---PILOT KNOB 1935 1961---,
 BM1131'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM1131'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 BM1131'15.0 METER (49.2 FT) NORTHWEST FROM A 40-CM TREE, 10.8 METERS (35.
 BM1131'35.4 FT) WEST FROM A RODEO ARENA FENCE, 6.9 METERS (22.6 FT) WEST
 BM1131'FROM THE ROAD CENTER, AND 0.5 METER (1.6 FT) SOUTH-SOUTHWEST FROM
 BM1131'A UTILITY POLE WITH METER BOX.
 BM1131'
 BM1131'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 BM1131'DESCRIBED BY C. E. GEOGHEGAN, TYPED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0916 ***********************************************************************
 BM0916  DESIGNATION -  PILOT KNOB RM A
 BM0916  PID         -  BM0916
 BM0916  STATE/COUNTY-  TX/TRAVIS
 BM0916  USGS QUAD   -  MONTOPOLIS (1988)
 BM0916
 BM0916                         *CURRENT SURVEY CONTROL
 BM0916  ___________________________________________________________________
 BM0916* NAD 83(1993)-  30 09 32.53599(N)    097 42 29.07157(W)     ADJUSTED  
 BM0916* NAVD 88     -       212.9    (meters)     698.     (feet)  VERTCON   
 BM0916  ___________________________________________________________________
 BM0916  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BM0916  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM0916
 BM0916  HORZ ORDER  -  FIRST
 BM0916
 BM0916.The horizontal coordinates were established by classical geodetic methods
 BM0916.and adjusted by the National Geodetic Survey in February 1996..
 BM0916
 BM0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0916
 BM0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0916
 BM0916.The geoid height was determined by GEOID03.
 BM0916
 BM0916;                    North         East     Units Scale Factor Converg.
 BM0916;SPC TX C     - 3,057,567.262   952,870.236   MT  0.99998896   +1 21 07.8
 BM0916;SPC TX C     -10,031,368.59  3,126,208.43   sFT  0.99998896   +1 21 07.8
 BM0916;SPC TXSC     - 4,258,445.416   724,447.050   MT  0.99996646   +0 37 58.5
 BM0916;SPC TXSC     -13,971,249.67  2,376,790.03   sFT  0.99996646   +0 37 58.5
 BM0916;UTM  14      - 3,337,112.989   624,409.233   MT  0.99979095   +0 38 56.9
 BM0916
 BM0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0916!SPC TX C     -   0.99997064  x   0.99998896  =   0.99995960
 BM0916!SPC TXSC     -   0.99997064  x   0.99996646  =   0.99993710
 BM0916!UTM  14      -   0.99997064  x   0.99979095  =   0.99976160
 BM0916
 BM0916:                Primary Azimuth Mark                     Grid Az
 BM0916:SPC TX C     -  AUSTIN RADIO KHFI AM 970 MAST            023 11 55.6
 BM0916:SPC TXSC     -  AUSTIN RADIO KHFI AM 970 MAST            023 55 04.9
 BM0916:UTM  14      -  AUSTIN RADIO KHFI AM 970 MAST            023 54 06.5
 BM0916
 BM0916|---------------------------------------------------------------------|
 BM0916| PID    Reference Object                     Distance      Geod. Az  |
 BM0916|                                                           dddmmss.s |
 BM0916| BM0882 AUSTIN RADIO KHFI AM 970 MAST       APPROX.20.6 KM 0243303.4 |
 BM0916| BM0915 AUSTIN RADIO KTBC AM 590 MAST       APPROX.11.3 KM 0402156.5 |
 BM0916| BM0906 MAHA                                APPROX.12.7 KM 1183131.5 |
 BM0916| BM0912 PILOT KNOB                           24.936 METERS 18117     |
 BM0916|---------------------------------------------------------------------|
 BM0916
 BM0916                          SUPERSEDED SURVEY CONTROL
 BM0916
 BM0916  NAD 83(1986)-  30 09 32.55441(N)    097 42 29.05316(W) AD(       ) 1
 BM0916  NAD 27      -  30 09 31.78859(N)    097 42 28.04326(W) AD(       ) 1
 BM0916  NGVD 29 (07/19/86)  212.8    (m)          698.     (f) VERT ANG       
 BM0916
 BM0916.Superseded values are not recommended for survey control.
 BM0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0916.See file dsdata.txt to determine how the superseded data were derived.
 BM0916
 BM0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2440937113(NAD 83)
 BM0916_MARKER: DS = TRIANGULATION STATION DISK
 BM0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0916+STABILITY: SURFACE MOTION
 BM0916
 BM0916  HISTORY     - Date     Condition        Report By
 BM0916  HISTORY     - 1967     MONUMENTED       CGS
 BM0916  HISTORY     - 1983     GOOD             NGS
 BM0916
 BM0916                          STATION DESCRIPTION
 BM0916
 BM0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0916'THE STATION IS LOCATED ABOUT 24 MILES WEST OF BASTROP, 8 MILES
 BM0916'NORTHEAST OF BUDA, 8 MILES SOUTH OF AUSTIN AND ON LAND OWNED
 BM0916'BY JOHN SASSMAN.
 BM0916'
 BM0916'THE STATION IS A STANDARD DISK STAMPED PILOT KNOB RM A 1967,
 BM0916'SET IN THE TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER
 BM0916'AND PROJECTS 2 INCHES FROM THE GROUND SURFACE.  IT IS 81 FEET
 BM0916'NORTH OF THE HIGHEST POINT OF THE HILL AND STATION PILOT KNOB
 BM0916'1935.
 BM0916'
 BM0916'A TRAVERSE CONNECTION WAS MADE TO STATION PILOT KNOB 1935.
 BM0916'
 BM0916'FOR A ROUTE TO REACH THE STATION, SEE THE DESCRIPTION FOR
 BM0916'PILOT KNOB 1935.
 BM0916
 BM0916                          STATION RECOVERY (1983)
 BM0916
 BM0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM0916'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE TRAVERSE
 BM0916'DISTANCE TO PILOT KNOB 1935 1983 CHECKED THE 1967 DATA.
 BM0916'THE STATION IS LOCATED 2.9 KM (1.8 MI) SOUTHWEST OF THE SOUTHWEST
 BM0916'CORNER OF BERGSTROM AIR FORCE BASE, 1.3 KM (0.8 MI) WEST OF US
 BM0916'HIGHWAY 183, JUST SOUTHWEST OF THE PILOT KNOB COMMUNITY, ON A LOW
 BM0916'KNOLL LOCALLY KNOWN AS PILOT KNOB, ON THE SAME KNOLL AS
 BM0916'TRIANGULATION STATION PILOT KNOB 1935 1983.
 BM0916'OWNERSHIP--ARNOLD FORDADORY-LESEE, ROUTE 2, BOX 886,
 BM0916'AUSTIN, TX 78744.  TELEPHONE 512-243-1432.
 BM0916'
 BM0916'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 183 AND
 BM0916'STATE HIGHWAY 71 (AT THE NORTHWEST CORNER OF BERGSTROM AIR FORCE
 BM0916'BASE, GO SOUTH ON HIGHWAY 183 FOR 6.2 KM (3.85 MI) TO A
 BM0916'CROSSROAD (FARM ROAD 812 LEADS EAST).  TURN RIGHT, WEST, FOR 0.2
 BM0916'KM (0.15 MI) TO A FARM LANE ON THE LEFT, JUST PAST THE LAST HOUSE
 BM0916'ON THE LEFT (MR. FORDADORYS HOUSE).  TURN LEFT, SOUTH, PASSING
 BM0916'THROUGH A LOCKED GATE FOR 0.9 KM (0.55 MILE) TO A DIM ROAD LEFT
 BM0916'IN THE FRONT YARD OF A DESERTED FARM HOUSE.  TURN LEFT, SOUTH,
 BM0916'THEN WEST, ON A FIELD ROAD FOR 0.4 KM (0.25 MI) TO A FIELD ROAD
 BM0916'LEFT JUST BEFORE REACHING HIGH GROUND.  TURN LEFT, SOUTH, FOR
 BM0916'0.35 KM (0.2 MI) TO A DIM FORK JUST PAST A DOWNED FENCE.  BEAR
 BM0916'RIGHT, UPGRADE, SOUTHWEST, FOR 0.2 KM (0.1 MI) TO HIGH GROUND AND
 BM0916'THE STATION ON THE NORTHWEST SLOPE.
 BM0916'
 BM0916'THE STATION IS A STANDARD NGS DISK
 BM0916'STAMPED---PILOT KNOB RM A 1967---,
 BM0916'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM0916'FLUSH WITH GROUND.  IT IS LOCATED
 BM0916'24.936 METER (81.81 FT) NORTHWEST FROM PILOT KNOB 1935 1983
 BM0916'(TRAVERSE DISTANCE).
 BM0916'
 BM0916'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.00 METERS.
 BM0916'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1184 ***********************************************************************
 DN1184  DESIGNATION -  PILOT POINT MUNICIPAL TANK
 DN1184  PID         -  DN1184
 DN1184  STATE/COUNTY-  TX/DENTON
 DN1184  USGS QUAD   -  PILOT POINT (1961)
 DN1184
 DN1184                         *CURRENT SURVEY CONTROL
 DN1184  ___________________________________________________________________
 DN1184* NAD 83(1993)-  33 23 41.88021(N)    096 57 38.50374(W)     ADJUSTED  
 DN1184* NAVD 88     -                                                        
 DN1184  ___________________________________________________________________
 DN1184  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DN1184  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN1184
 DN1184  HORZ ORDER  -  THIRD
 DN1184
 DN1184.The horizontal coordinates were established by classical geodetic methods
 DN1184.and adjusted by the National Geodetic Survey in February 1996..
 DN1184
 DN1184
 DN1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1184
 DN1184.The geoid height was determined by GEOID03.
 DN1184
 DN1184;                    North         East     Units Scale Factor Converg.
 DN1184;SPC TXNC     - 2,192,701.559   743,187.791   MT  0.99989051   +0 50 22.3
 DN1184;SPC TXNC     - 7,193,888.36  2,438,275.28   sFT  0.99989051   +0 50 22.3
 DN1184;UTM  14      - 3,696,932.674   689,665.917   MT  1.00004353   +1 07 22.0
 DN1184
 DN1184                          SUPERSEDED SURVEY CONTROL
 DN1184
 DN1184  NAD 83(1993)-  33 23 41.88101(N)    096 57 38.49810(W) AD(       ) 4
 DN1184  NAD 83(1986)-  33 23 41.88573(N)    096 57 38.49250(W) AD(       ) 4
 DN1184  NAD 27      -  33 23 41.47000(N)    096 57 37.46600(W) AD(       ) 3
 DN1184
 DN1184.Superseded values are not recommended for survey control.
 DN1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1184.See file dsdata.txt to determine how the superseded data were derived.
 DN1184
 DN1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8966696933(NAD 83)
 DN1184_MARKER: 53 = ELEVATED TANK
 DN1184
 DN1184  HISTORY     - Date     Condition        Report By
 DN1184  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1184  HISTORY     - 1955     GOOD             CGS
 DN1184  HISTORY     - 1955     GOOD             TXHD
 DN1184  HISTORY     - 1957     GOOD             CGS
 DN1184  HISTORY     - 19950706 GOOD             USPSQD
 DN1184  HISTORY     - 19980224 GOOD             USPSQD
 DN1184
 DN1184                          STATION DESCRIPTION
 DN1184
 DN1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1184'THIS INTERSECTION STATION IS THE SQUAT SILVER TANK IN THE
 DN1184'VILLAGE OF PILOT POINT, TEXAS.  IT IS ABOUT 50 FEET W OF
 DN1184'THE CENTER LINE OF JEFFERSON STREET, ABOUT 65 FEET N OF
 DN1184'THE CENTER LINE OF DIVISION STREET, AND ABOUT 80 FEET E
 DN1184'OF THE CENTER LINE OF WASHINGTON STREET (STATE HIGHWAY 10).
 DN1184'THE TANK WAS ERECTED IN 1915 AND IS QUITE PROMINENT.
 DN1184'
 DN1184'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 DN1184'OVAL SECTION EXTENDS DOWNWARD ABOUT 8 FEET.  THE VERTICAL
 DN1184'SECTION IS ABOUT 25 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 DN1184'ITS BASE, AND THE WORDS PILOT POINT PAINTED IN WHITE LETTERS
 DN1184'ON THE N AND S SIDES.  THE FLAT CONICAL ROOF HAS A BALL
 DN1184'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 120 FEET.
 DN1184
 DN1184                          STATION RECOVERY (1955)
 DN1184
 DN1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1184'THE STATION IS LOCATED ONE BLOCK SOUTH OF THE SQUARE IN PILOT
 DN1184'POINT.
 DN1184'
 DN1184'THE TANK HAS A CONICAL ROOF WITH A BALL AT THE APEX, IS
 DN1184'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL
 DN1184'HEIGHT OF 120 FEET.
 DN1184'
 DN1184'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1184
 DN1184                          STATION RECOVERY (1955)
 DN1184
 DN1184'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1184'STATION RECOVERED.  STATION IS 200.6 FT EAST OF SH 10.
 DN1184
 DN1184                          STATION RECOVERY (1957)
 DN1184
 DN1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1184'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1184'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1184
 DN1184                          STATION RECOVERY (1995)
 DN1184
 DN1184'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1184'RECOVERED IN GOOD CONDITION.
 DN1184
 DN1184                          STATION RECOVERY (1998)
 DN1184
 DN1184'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1014 ***********************************************************************
 AH1014  DESIGNATION -  PIN
 AH1014  PID         -  AH1014
 AH1014  STATE/COUNTY-  TX/NUECES
 AH1014  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1014
 AH1014                         *CURRENT SURVEY CONTROL
 AH1014  ___________________________________________________________________
 AH1014* NAD 83(1986)-  27 40 56.     (N)    097 46 34.     (W)     SCALED    
 AH1014* NAVD 88     -        21.995  (meters)      72.16   (feet)  ADJUSTED  
 AH1014  ___________________________________________________________________
 AH1014  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AH1014  DYNAMIC HT  -          21.961 (meters)      72.05  (feet)  COMP
 AH1014  MODELED GRAV-     979,107.9   (mgal)                       NAVD 88
 AH1014
 AH1014  VERT ORDER  -  SECOND    CLASS 0
 AH1014
 AH1014.The horizontal coordinates were scaled from a topographic map and have
 AH1014.an estimated accuracy of +/- 6 seconds.
 AH1014
 AH1014.The orthometric height was determined by differential leveling
 AH1014.and adjusted by the National Geodetic Survey in June 1991..
 AH1014
 AH1014.The geoid height was determined by GEOID03.
 AH1014
 AH1014.The dynamic height is computed by dividing the NAVD 88
 AH1014.geopotential number by the normal gravity value computed on the
 AH1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1014.degrees latitude (g = 980.6199 gals.).
 AH1014
 AH1014.The modeled gravity was interpolated from observed gravity values.
 AH1014
 AH1014;                    North         East    Units  Estimated Accuracy
 AH1014;SPC TX S     - 5,223,520.      371,410.      MT  (+/- 180 meters Scaled)
 AH1014
 AH1014                          SUPERSEDED SURVEY CONTROL
 AH1014
 AH1014  NGVD 29 (??/??/92)   22.10   (m)           72.5    (f) COMPUTED    2 0
 AH1014
 AH1014.Superseded values are not recommended for survey control.
 AH1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1014.See file dsdata.txt to determine how the superseded data were derived.
 AH1014
 AH1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR206626(NAD 83)
 AH1014_MARKER: Z = SEE DESCRIPTION
 AH1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1014+STABILITY: SURFACE MOTION
 AH1014
 AH1014  HISTORY     - Date     Condition        Report By
 AH1014  HISTORY     - UNK      MONUMENTED       DOD
 AH1014  HISTORY     - 1945     GOOD             NGS
 AH1014
 AH1014                          STATION DESCRIPTION
 AH1014
 AH1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AH1014'1.65 MI W FROM DRISCOLL.
 AH1014'1.65 MILES WEST ALONG PAVED ROAD FROM THE INTERSECTION OF STATE
 AH1014'HIGHWAY 96 AND PAVED ROAD AT THE NORTH SIDE OF DRISCOLL, AT THE
 AH1014'ENTRANCE OF TO OUTLYING LANDING FIELD 36, 0.45 MILE EAST OF B.M. L 590
 AH1014'1942 AT THE NORTHEAST CORNER OF THE FIELD, 54 FEET SOUTH OF CENTER
 AH1014'LINE OF PAVED ROAD, 30 FEET EAST OF THE ENTRANCE DRIVEWAY, 10 FEET
 AH1014'EAST OF THE EAST END OF THE GATE, 15 INCHES INSIDE OF THE FENCE LINE,
 AH1014'8 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2135 ***********************************************************************
 BL2135  DESIGNATION -  PINCKNEY LOOKOUT TOWER 63 1949
 BL2135  PID         -  BL2135
 BL2135  STATE/COUNTY-  TX/POLK
 BL2135  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL2135
 BL2135                         *CURRENT SURVEY CONTROL
 BL2135  ___________________________________________________________________
 BL2135* NAD 83(1993)-  30 45 24.63633(N)    094 36 05.17124(W)     ADJUSTED  
 BL2135* NAVD 88     -                                                        
 BL2135  ___________________________________________________________________
 BL2135  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BL2135  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2135
 BL2135  HORZ ORDER  -  THIRD
 BL2135
 BL2135.The horizontal coordinates were established by classical geodetic methods
 BL2135.and adjusted by the National Geodetic Survey in February 1996..
 BL2135
 BL2135
 BL2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2135
 BL2135.The geoid height was determined by GEOID03.
 BL2135
 BL2135;                    North         East     Units Scale Factor Converg.
 BL2135;SPC TX C     - 3,134,985.954 1,248,501.964   MT  0.99989080   +2 57 08.2
 BL2135;SPC TX C     -10,285,366.42  4,096,126.86   sFT  0.99989080   +2 57 08.2
 BL2135;UTM  15      - 3,403,750.224   346,721.030   MT  0.99988983   -0 49 08.9
 BL2135
 BL2135                          SUPERSEDED SURVEY CONTROL
 BL2135
 BL2135  NAD 83(1986)-  30 45 24.64952(N)    094 36 05.16084(W) AD(       ) 4
 BL2135  NAD 27      -  30 45 23.92800(N)    094 36 04.42900(W) AD(       ) 3
 BL2135
 BL2135.Superseded values are not recommended for survey control.
 BL2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2135.See file dsdata.txt to determine how the superseded data were derived.
 BL2135
 BL2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4672103750(NAD 83)
 BL2135_MARKER: 57 = LOOKOUT TOWER
 BL2135
 BL2135  HISTORY     - Date     Condition        Report By
 BL2135  HISTORY     - 1949     FIRST OBSERVED   CGS
 BL2135  HISTORY     - 1966     GOOD             CGS
 BL2135
 BL2135                          STATION DESCRIPTION
 BL2135
 BL2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2135'THE STATION IS LOCATED ABOUT 21 MILES EAST OF LIVINGSTON,
 BL2135'ABOUT 15 MILES WEST OF WOODVILLE, AND 0.4 MILE NORTH OF
 BL2135'U.S. HIGHWAY 190.
 BL2135'
 BL2135'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A HOUSE AT
 BL2135'THE TOP.  THE HOUSE HAS A PYRAMIDAL ROOF AND ITS OVERALL
 BL2135'HEIGHT IS 110 FEET.
 BL2135'
 BL2135'THE POINT OBSERVED WAS THE CENTER OF THE TOWER.
 BL2135
 BL2135                          STATION RECOVERY (1966)
 BL2135
 BL2135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2135'THE LOOKOUT TOWER WAS RECOVERED AND THE SAME POINT WAS OBSERVED
 BL2135'AS PREVIOUSLY IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2820 ***********************************************************************
 AW2820  DESIGNATION -  PINE
 AW2820  PID         -  AW2820
 AW2820  STATE/COUNTY-  TX/CHAMBERS
 AW2820  USGS QUAD   -  ANAHUAC (1993)
 AW2820
 AW2820                         *CURRENT SURVEY CONTROL
 AW2820  ___________________________________________________________________
 AW2820* NAD 83(1993)-  29 48 37.25820(N)    094 39 26.59741(W)     ADJUSTED  
 AW2820* NAVD 88     -         7.14   (+/-2cm)      23.4    (feet)  VERTCON   
 AW2820  ___________________________________________________________________
 AW2820  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW2820  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2820
 AW2820  HORZ ORDER  -  SECOND
 AW2820  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2820
 AW2820.The horizontal coordinates were established by classical geodetic methods
 AW2820.and adjusted by the National Geodetic Survey in February 1996..
 AW2820
 AW2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2820.The vertical order pertains to the NGVD 29 superseded value.
 AW2820
 AW2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2820
 AW2820.The geoid height was determined by GEOID03.
 AW2820
 AW2820;                    North         East     Units Scale Factor Converg.
 AW2820;SPC TXSC     - 4,226,900.164 1,019,657.414   MT  0.99989756   +2 07 39.0
 AW2820;SPC TXSC     -13,867,754.95  3,345,326.03   sFT  0.99989756   +2 07 39.0
 AW2820;UTM  15      - 3,298,922.673   339,834.296   MT  0.99991652   -0 49 26.8
 AW2820
 AW2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2820!SPC TXSC     -   1.00000318  x   0.99989756  =   0.99990074
 AW2820!UTM  15      -   1.00000318  x   0.99991652  =   0.99991970
 AW2820
 AW2820|---------------------------------------------------------------------|
 AW2820| PID    Reference Object                     Distance      Geod. Az  |
 AW2820|                                                           dddmmss.s |
 AW2820| AW2821 PINE RM 1                            25.640 METERS 03010     |
 AW2820| AW2819 PINE RM 2                            25.909 METERS 12134     |
 AW2820| AW6053 TURTLE 1932                         APPROX. 4.2 KM 2091952.9 |
 AW2820| AW6058 TRINITY RIVER BEACON C              APPROX. 5.1 KM 2155839.3 |
 AW2820|---------------------------------------------------------------------|
 AW2820
 AW2820                          SUPERSEDED SURVEY CONTROL
 AW2820
 AW2820  NAD 83(1986)-  29 48 37.27550(N)    094 39 26.57891(W) AD(       ) 2
 AW2820  NAD 27      -  29 48 36.48076(N)    094 39 25.88208(W) AD(       ) 2
 AW2820  NGVD 29 (??/??/92)    7.14   (m)           23.4    (f) COMPUTED    1 2
 AW2820
 AW2820.Superseded values are not recommended for survey control.
 AW2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2820.See file dsdata.txt to determine how the superseded data were derived.
 AW2820
 AW2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3983498923(NAD 83)
 AW2820_MARKER: DS = TRIANGULATION STATION DISK
 AW2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2820_STAMPING: PINE 1932 ELEV 23.770 FT
 AW2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2820+STABILITY: SURFACE MOTION
 AW2820
 AW2820  HISTORY     - Date     Condition        Report By
 AW2820  HISTORY     - 1932     MONUMENTED       CGS
 AW2820  HISTORY     - 1937     MARK NOT FOUND   CGS
 AW2820  HISTORY     - 1953     GOOD             CGS
 AW2820  HISTORY     - 1959     GOOD             NGS
 AW2820  HISTORY     - 1962     GOOD             CGS
 AW2820  HISTORY     - 1972     GOOD             LOCENG
 AW2820  HISTORY     - 1972     GOOD             LOCENG
 AW2820  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2820  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW2820  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2820
 AW2820                          STATION DESCRIPTION
 AW2820
 AW2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW2820'ABOUT 3 MILES NE OF ANAHUAC, IN A GROVE OF PINE TREES ON THE
 AW2820'NE SHORE OF TURTLE BAY.  STATION IS 85 FEET E OF THE BAY SHORE,
 AW2820'97 FEET W OF THE CENTER LINE OF A DIRT ROAD, 55 FEET W OF A
 AW2820'TRIANGLE BLAZED IN A 10-INCH PINE TREE 5 FEET FROM THE GROUND
 AW2820'AND VISIBLE FROM THE ROAD.
 AW2820'
 AW2820'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW2820'SET IN CONCRETE.
 AW2820
 AW2820                          STATION RECOVERY (1937)
 AW2820
 AW2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (GCJ)
 AW2820'R.M. 2 DESTROYED DUE TO ROAD WIDENING OPERATIONS.
 AW2820
 AW2820                          STATION RECOVERY (1953)
 AW2820
 AW2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW2820'0.25 MI. N ALONG SOUTH WASHINGTON AVENUE FROM THE COURTHOUSE
 AW2820'AT ANAHUAC, THENCE 0.85 MI. E ALONG STATE HIGHWAY 61, THENCE
 AW2820'2.85 MI. NE ALONG FARM ROAD 563, ON THE E SHORE OF TURTLE
 AW2820'BAY, 97 FT. W OF THE CENTERLINE OF THE FARM ROAD, 33.8 FT.
 AW2820'N OF THE NW CORNER OF A HOUSE, 15.2 FT. S OF THE SW CORNER
 AW2820'OF ANOTHER HOUSE, 12.4 FT. SW OF A 24-IN. OAK TREE, 2.5 FT.
 AW2820'S OF A WITNESS POST, A TRIANGULATION-STATION DISK, SET IN
 AW2820'THE TOP OF A CONCRETE POST WHICH IS 0.9 FT. BELOW THE TOP
 AW2820'OF THE GROUND, AND STAMPED PINE 1932 ELEV 23.770 FT.
 AW2820'
 AW2820'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT RECOVERED.  IT
 AW2820'MAY HAVE BEEN COVERED WITH CONCRETE WHEN A NEW DRIVEWAY
 AW2820'WAS PUT IN.
 AW2820
 AW2820                          STATION RECOVERY (1959)
 AW2820
 AW2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2820'3.9 MI NE FROM ANAHUAC.
 AW2820'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COUNTY
 AW2820'COURTHOUSE AT ANAHUAC, THENCE ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY
 AW2820'61, THENCE ABOUT 2.8 MILES NORTH ALONG FARM ROAD 563, 97 FEET WEST OF
 AW2820'THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE NORTH OF A SERVICE
 AW2820'STATION, 76 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 33.8 FEET
 AW2820'NORTH OF THE NORTHWEST CORNER OF A SMALL HOUSE, 12 FEET SOUTHWEST OF A
 AW2820'26-INCH LIVE OAK TREE, AND IN THE TOP OF A CONCRETE POST 8 INCHES
 AW2820'BELOW THE SURFACE.
 AW2820
 AW2820                          STATION RECOVERY (1962)
 AW2820
 AW2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW2820'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTIONS
 AW2820'ARE ADEQUATE.
 AW2820
 AW2820                          STATION RECOVERY (1972)
 AW2820
 AW2820'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 AW2820'RECOVERED BY MC CULLEY AND HALL CONS ENGRS
 AW2820'
 AW2820'FOUND IN GOOD SHAPE BUT NEEDS TO BE MOVED DUE TO SURROUNDING
 AW2820'BUILDINGS HAVE BLOCKED VIEW.
 AW2820
 AW2820                          STATION RECOVERY (1972)
 AW2820
 AW2820'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 AW2820'RECOVERED IN GOOD CONDITION.
 AW2820
 AW2820                          STATION RECOVERY (1973)
 AW2820
 AW2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2820'MARK NOT FOUND.
 AW2820
 AW2820                          STATION RECOVERY (1997)
 AW2820
 AW2820'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2820'MARK NOT FOUND.
 AW2820
 AW2820                          STATION RECOVERY (2001)
 AW2820
 AW2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2820'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0991 ***********************************************************************
 CD0991  DESIGNATION -  PINE
 CD0991  PID         -  CD0991
 CD0991  STATE/COUNTY-  TX/CULBERSON
 CD0991  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0991
 CD0991                         *CURRENT SURVEY CONTROL
 CD0991  ___________________________________________________________________
 CD0991* NAD 83(1993)-  31 58 59.44215(N)    104 49 11.84934(W)     ADJUSTED  
 CD0991* NAVD 88     -      2351.     (meters)    7713.     (feet)  SCALED    
 CD0991  ___________________________________________________________________
 CD0991  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 CD0991  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 CD0991
 CD0991  HORZ ORDER  -  FIRST
 CD0991
 CD0991.The horizontal coordinates were established by classical geodetic methods
 CD0991.and adjusted by the National Geodetic Survey in February 1996..
 CD0991
 CD0991.The orthometric height was scaled from a topographic map.
 CD0991
 CD0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0991
 CD0991.The geoid height was determined by GEOID03.
 CD0991
 CD0991;                    North         East     Units Scale Factor Converg.
 CD0991;SPC TX C     - 3,265,362.045   276,070.277   MT  1.00002835   -2 18 39.2
 CD0991;SPC TX C     -10,713,108.64    905,740.57   sFT  1.00002835   -2 18 39.2
 CD0991;SPC NM E     -   109,106.347   119,012.835   MT  0.99993516   -0 15 27.9
 CD0991;SPC NM E     -   357,959.74    390,461.28   sFT  0.99993516   -0 15 27.9
 CD0991;SPC NM C     -   109,895.349   635,146.504   MT  1.00012518   +0 45 27.2
 CD0991;SPC NM C     -   360,548.32  2,083,809.82   sFT  1.00012518   +0 45 27.2
 CD0991;UTM  13      - 3,538,585.300   517,009.031   MT  0.99960357   +0 05 43.3
 CD0991
 CD0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0991!SPC TX C     -   0.99963453  x   1.00002835  =   0.99966287
 CD0991!SPC NM E     -   0.99963453  x   0.99993516  =   0.99956972
 CD0991!SPC NM C     -   0.99963453  x   1.00012518  =   0.99975967
 CD0991!UTM  13      -   0.99963453  x   0.99960357  =   0.99923825
 CD0991
 CD0991:                Primary Azimuth Mark                     Grid Az
 CD0991:SPC TX C     -  PINE AZ MK                               006 16 56.8
 CD0991:SPC NM E     -  PINE AZ MK                               004 13 45.5
 CD0991:SPC NM C     -  PINE AZ MK                               003 12 50.4
 CD0991:UTM  13      -  PINE AZ MK                               003 52 34.3
 CD0991
 CD0991|---------------------------------------------------------------------|
 CD0991| PID    Reference Object                     Distance      Geod. Az  |
 CD0991|                                                           dddmmss.s |
 CD0991| CI0194 PINE AZ MK                                         0035817.6 |
 CD0991| CI0196 PINE RM 2                            11.672 METERS 25233     |
 CD0991| CI0195 PINE RM 1                            12.810 METERS 32902     |
 CD0991|---------------------------------------------------------------------|
 CD0991
 CD0991                          SUPERSEDED SURVEY CONTROL
 CD0991
 CD0991  NAD 83(1993)-  31 58 59.44215(N)    104 49 11.84924(W) AD(       ) 1
 CD0991  NAD 83(1986)-  31 58 59.44348(N)    104 49 11.84839(W) AD(       ) 1
 CD0991  NAD 27      -  31 58 59.02600(N)    104 49 10.03500(W) AD(       ) 1
 CD0991
 CD0991.Superseded values are not recommended for survey control.
 CD0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0991.See file dsdata.txt to determine how the superseded data were derived.
 CD0991
 CD0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER1700938585(NAD 83)
 CD0991_MARKER: DS = TRIANGULATION STATION DISK
 CD0991_SETTING: 66 = SET IN ROCK OUTCROP
 CD0991_SP_SET: PARTIALLY EXPOSED BEDROCK
 CD0991
 CD0991  HISTORY     - Date     Condition        Report By
 CD0991  HISTORY     - 1943     MONUMENTED       CGS
 CD0991
 CD0991                          STATION DESCRIPTION
 CD0991
 CD0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0991'STATION IS LOCATED ON THE N POINT OF A WOODED RIDGE, AT THE
 CD0991'HEAD OF MC KITTRIC CANYON, AND E OF THE FIRST RIDGE OF DOG
 CD0991'CANYON, 45 MILES SW OF CARLSBAD (AIRLINE), 6.5 MILES NNE OF PINE
 CD0991'SPRINGS SERVICE STATION AND POST OFFICE (AIRLINE), 2.0 MILES
 CD0991'S OF THE TEXAS-NEW MEXICO STATE LINE (AIRLINE) AND APPROXIMATELY
 CD0991'THE SAME DISTANCE SE OF THE JUNCTION OF THE STATE LINE AND THE
 CD0991'EDDY-OTERO COUNTY BOUNDARY LINE.  STATION IS LOCATED ON HIGH
 CD0991'CURVED RIDGE ON THE N END ON SECOND HIGH MOUNTAIN FROM COX
 CD0991'RANCH.
 CD0991'
 CD0991'STATION IS A BRONZE STATION DISK SET IN BEDROCK 8 INCHES
 CD0991'BELOW THE GROUND.  STAMPED PINE 1943.
 CD0991'
 CD0991'R.M. 1 IS A BRONZE REFERENCE DISK SET IN A BURIED BOULDER,
 CD0991'PROJECTING 6 INCHES ABOVE GROUND.  STAMPED PINE 1943 NO 1.
 CD0991'
 CD0991'R.M. 2 IS A BRONZE REFERENCE DISK SET IN A BURIED BOULDER,
 CD0991'PROJECTING 2 INCHES ABOVE GROUND.  STAMPED PINE 1943 NO 2.
 CD0991'
 CD0991'AZIMUTH MARK IS 0.5 MILE N OF STATION.  A STANDARD BRONZE
 CD0991'DISK SET IN ROCK LEDGE.  STAMPED PINE 1943.
 CD0991'
 CD0991'TO REACH FROM THE COURTHOUSE IN CARLSBAD, GO N ON U.S. HIGHWAY
 CD0991'285 FOR 1.2 MILES TO A GRADED ROAD W AT A FILLING STATION AND
 CD0991'A SIGN EL PASO GAP.  TURN W AND FOLLOW GRADED ROAD FOR 13.35
 CD0991'MILES TO FORKS.  TAKE RIGHT FORK OR STRAIGHT AHEAD ON MAIN
 CD0991'GRADED ROAD FOR 4.5 MILES TO FORKS.  TAKE LEFT FORK ON MAIN
 CD0991'GRADED ROAD FOR 1.0 MILE TO A T-ROAD S.  CONTINUE STRAIGHT
 CD0991'AHEAD ON MAIN GRADED ROAD FOR 2.4 MILES TO A T-ROAD S TO
 CD0991'U.S. HIGHWAY 62.  CONTINUE STRAIGHT AHEAD ON MAIN GRADED ROAD
 CD0991'FOR 1.6 MILES TO A T-ROAD N (ROAD N GOES TO SITTING BULL
 CD0991'FALLS AS PER SIGN).  CONTINUE STRAIGHT AHEAD ON MAIN GRADED
 CD0991'ROAD AS PER SIGN DARK CANYON 9 MILES FOR 6.5 MILES TO A
 CD0991'T-ROAD S.  SIGNS POINTING S ON T-ROAD READ X BAR RANCH AND
 CD0991'DARK CANYON.  CONTINUE STRAIGHT AHEAD ON MAIN GRADED
 CD0991'ROAD W FOR 10.2 MILES TO A ROAD LEFT AT A SING LOOP ROAD.
 CD0991'CONTINUE STRAIGHT AHEAD ON MAIN GRADED ROAD AS PER
 CD0991'SIGN EL PASO GAP, PANAMA RANCH FOR 3.2 MILES TO A FORK
 CD0991'(RIGHT FORK GOES TO PANAMA RANCH AND NATIONAL LIVESTOCK
 CD0991'COMPANY AS PER SIGN).  TAKE LEFT FORK TOWARD DOG CANYON
 CD0991'FOR 7.9 MILES TO FORKS AT SITE OF EL PASO GAP AND END OF
 CD0991'RURAL MAIL ROUTE.  TAKE LEFT FORK FOR 0.2 MILE TO ANOTHER
 CD0991'FORK AND TAKE RIGHT FORK AS PER SIGN SHATTUCK AND COX RANCH FOR
 CD0991'0.3 MILE TO A BOARD GATE.  GO THROUGH GATE AND FOLLOW
 CD0991'MAIN-TRAVELED ROAD SW FOR 1.1 MILES TO FORKS.  TAKE THE RIGHT
 CD0991'FORK ON MAIN-TRAVELED ROAD FOR 0.3 MILE TO A BOARD GATE.
 CD0991'PASS THROUGH GATE AND FOLLOW MAIN-TRAVELED ROAD FOR
 CD0991'0.6 MILE TO THE FRED COX RANCH.  BEAR TO THE LEFT AROUND
 CD0991'RANCH HOUSE TO A LARGE WOODEN CORRAL GATE.  PASS THROUGH GATE
 CD0991'AND CORRAL AND ANOTHER CORRAL GATE AND FOLLOW TRACK ROAD SE
 CD0991'FOR 2.1 MILES TO A CLEARING HAVING THE APPEARANCE OF HAVING
 CD0991'FORMER CULTIVATION.  ALSO TWO LARGE DIRT TANKS.  THIS IS THE
 CD0991'END OF TRUCK TRAVEL.  THERE IS A BLAZE ON A LARGE TREE 135
 CD0991'PACES N OF DIRT TANK.  FROM BLAZE ON TREE PACK E ACROSS WASH
 CD0991'AND FOLLOW GOAT TRAIL E AND UP RIDGE.  THE TRAIL BEARS TO THE
 CD0991'RIGHT AND FOLLOWS ALONG THE CLIFF COMING ON TO THE SUMMIT OF
 CD0991'THE FIRST MAIN RIDGE IN A SADDLE.  HERE TURN RIGHT (STATION
 CD0991'IS ON THE N END OF THE WOODED RIDGE STRAIGHT AHEAD, E, FROM
 CD0991'THIS SADDLE) AND FOLLOW THE RIDGE IN A CIRCULAR DIRECTION TO
 CD0991'THE S AND E TO THE STATION.
 CD0991'
 CD0991'NOTE--FULL INFORMATION AS TO THE LOCATION OF THIS STATION
 CD0991'CAN BE OBTAINED FROM FRED COX AT THE COX RANCH.  HORSES CAN ALSO
 CD0991'BE OBTAINED FROM HIM FOR PACKS.
 CD0991'
 CD0991'HEIGHT OF LIGHT ABOVE STATION MARK-7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1154 ***********************************************************************
 CR1154  DESIGNATION -  PINE HILL TX ILL NAT GAS W TWR
 CR1154  PID         -  CR1154
 CR1154  STATE/COUNTY-  TX/RUSK
 CR1154  USGS QUAD   -  MINDEN (1983)
 CR1154
 CR1154                         *CURRENT SURVEY CONTROL
 CR1154  ___________________________________________________________________
 CR1154* NAD 83(1993)-  32 06 21.69003(N)    094 38 34.63521(W)     ADJUSTED  
 CR1154* NAVD 88     -                                                        
 CR1154  ___________________________________________________________________
 CR1154  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CR1154  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1154
 CR1154  HORZ ORDER  -  THIRD
 CR1154
 CR1154.The horizontal coordinates were established by classical geodetic methods
 CR1154.and adjusted by the National Geodetic Survey in February 1996..
 CR1154
 CR1154
 CR1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1154
 CR1154.The geoid height was determined by GEOID03.
 CR1154
 CR1154;                    North         East     Units Scale Factor Converg.
 CR1154;SPC TXNC     - 2,055,404.303   963,965.359   MT  1.00000768   +2 06 13.0
 CR1154;SPC TXNC     - 6,743,438.95  3,162,609.68   sFT  1.00000768   +2 06 13.0
 CR1154;UTM  15      - 3,553,369.317   344,983.722   MT  0.99989635   -0 52 24.2
 CR1154
 CR1154                          SUPERSEDED SURVEY CONTROL
 CR1154
 CR1154  NAD 83(1986)-  32 06 21.69951(N)    094 38 34.62374(W) AD(       ) 4
 CR1154  NAD 27      -  32 06 21.11600(N)    094 38 33.87200(W) AD(       ) 3
 CR1154
 CR1154.Superseded values are not recommended for survey control.
 CR1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1154.See file dsdata.txt to determine how the superseded data were derived.
 CR1154
 CR1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR4498453369(NAD 83)
 CR1154_MARKER: 55 = TOWER
 CR1154
 CR1154  HISTORY     - Date     Condition        Report By
 CR1154  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1154
 CR1154                          STATION DESCRIPTION
 CR1154
 CR1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CR1154'SEE STATION TOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2756 ***********************************************************************
 BY2756  DESIGNATION -  PINE SPRINGS
 BY2756  PID         -  BY2756
 BY2756  STATE/COUNTY-  TX/HOUSTON
 BY2756  USGS QUAD   -  CROCKETT NE (1950)
 BY2756
 BY2756                         *CURRENT SURVEY CONTROL
 BY2756  ___________________________________________________________________
 BY2756* NAD 83(1993)-  31 28 44.48054(N)    095 17 21.68974(W)     ADJUSTED  
 BY2756* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 BY2756  ___________________________________________________________________
 BY2756  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BY2756  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY2756
 BY2756  HORZ ORDER  -  FIRST
 BY2756
 BY2756.The horizontal coordinates were established by classical geodetic methods
 BY2756.and adjusted by the National Geodetic Survey in February 1996..
 BY2756
 BY2756.The orthometric height was scaled from a topographic map.
 BY2756
 BY2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2756
 BY2756.The geoid height was determined by GEOID03.
 BY2756
 BY2756;                    North         East     Units Scale Factor Converg.
 BY2756;SPC TX C     - 3,211,775.376 1,179,092.012   MT  0.99991637   +2 35 52.6
 BY2756;SPC TX C     -10,537,299.71  3,868,404.38   sFT  0.99991637   +2 35 52.6
 BY2756;UTM  15      - 3,484,961.246   282,517.613   MT  1.00018341   -1 11 45.4
 BY2756
 BY2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2756!SPC TX C     -   0.99998146  x   0.99991637  =   0.99989783
 BY2756!UTM  15      -   0.99998146  x   1.00018341  =   1.00016486
 BY2756
 BY2756:                Primary Azimuth Mark                     Grid Az
 BY2756:SPC TX C     -  PINE SPRINGS AZ MK                       040 18 03.2
 BY2756:UTM  15      -  PINE SPRINGS AZ MK                       044 05 41.2
 BY2756
 BY2756|---------------------------------------------------------------------|
 BY2756| PID    Reference Object                     Distance      Geod. Az  |
 BY2756|                                                           dddmmss.s |
 BY2756| CV9032 PINE SPRINGS AZ MK                                 0425355.8 |
 BY2756| BY2713 ALTO MUNICIPAL TANK                 APPROX.28.0 KM 0463619.7 |
 BY2756| CV9033 PINE SPRINGS RM 1                    20.437 METERS 07837     |
 BY2756| BY2761 LUCE                                APPROX.11.0 KM 2462820.9 |
 BY2756| CV9034 PINE SPRINGS RM 2                    21.976 METERS 35448     |
 BY2756|---------------------------------------------------------------------|
 BY2756
 BY2756                          SUPERSEDED SURVEY CONTROL
 BY2756
 BY2756  NAD 83(1986)-  31 28 44.49126(N)    095 17 21.67559(W) AD(       ) 1
 BY2756  NAD 27      -  31 28 43.84200(N)    095 17 20.88200(W) AD(       ) 1
 BY2756
 BY2756.Superseded values are not recommended for survey control.
 BY2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2756.See file dsdata.txt to determine how the superseded data were derived.
 BY2756
 BY2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8251884961(NAD 83)
 BY2756_MARKER: DS = TRIANGULATION STATION DISK
 BY2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2756
 BY2756  HISTORY     - Date     Condition        Report By
 BY2756  HISTORY     - 1942     MONUMENTED       CGS
 BY2756  HISTORY     - 1944     GOOD             TXHD
 BY2756  HISTORY     - 1975     GOOD             AMOCO
 BY2756
 BY2756                          STATION DESCRIPTION
 BY2756
 BY2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2756'STATION IS LOCATED ABOUT 5 MILES SW BY S OF WECHES ON A
 BY2756'HEAVILY TIMBERED HILL.  IT IS 40 FEET N OF AN 18-INCH OAK
 BY2756'WITH A TRIANGLE BLAZE AND 5.5 FEET N OF A WHITE REFERENCE POST.
 BY2756'IT IS STAMPED PINE SPRINGS 1942, AND PROJECTS 5 INCHES.
 BY2756'
 BY2756'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2756'BRONZE DISKS SET IN CONCRETE.
 BY2756'
 BY2756'REFERENCE MARK NO. 1 IS E BY N OF THE STATION.  IT IS STAMPED
 BY2756'PINE SPRINGS NO. 1 1942, AND PROJECTS 4 INCHES.
 BY2756'
 BY2756'REFERENCE MARK NO. 2 IS N BY W OF THE STATION.  IT IS STAMPED
 BY2756'PINE SPRINGS NO. 2, 1942, AND PROJECTS 6 INCHES.
 BY2756'
 BY2756'THE AZIMUTH MARK IS 47 FEET S OF STATE HIGHWAY 21, 9 FEET
 BY2756'W OF THE CENTER OF A WIRE GATE AND 1.5 FEET W OF A WHITE
 BY2756'REFERENCE POST.  IT IS STAMPED PINE SPRINGS 1942, AND PROJECTS
 BY2756'4 INCHES.  NOT VISIBLE FROM THE GROUND AT THE STATION DUE
 BY2756'TO HEAVY TIMBER.
 BY2756'
 BY2756'TO REACH THE STATION FROM THE WECHES LOOKOUT TOWER IN THE
 BY2756'CENTER OF WECHES GO W ON STATE HIGHWAY 21 FOR 2.7 MILES TO
 BY2756'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 1.3 MILES
 BY2756'TO A T-INTERSECTION (WOODS ROAD) ON THE RIGHT.  TURN RIGHT
 BY2756'(N) FOR 100 YARDS TO A FORKS, THEN LEFT FORK FOR 100 YARDS
 BY2756'TO TOP OF HILL AND STATION.
 BY2756'
 BY2756'A 90-FOOT SIGNAL AT LUCE IS VISIBLE AT 77 FEET.
 BY2756'
 BY2756'A 4-FOOT SIGNAL AT SLOAN IS VISIBLE AT 64 FEET.
 BY2756'
 BY2756'A 64-FOOT SIGNAL AT WECHES IS VISIBLE AT 64 FEET.
 BY2756'
 BY2756'THE AZIMUTH MARK IS VISIBLE AT 64 FEET.
 BY2756
 BY2756                          STATION RECOVERY (1944)
 BY2756
 BY2756'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1944 (GC)
 BY2756'ORIGINAL DESCRIPTION GOOD.
 BY2756
 BY2756                          STATION RECOVERY (1975)
 BY2756
 BY2756'RECOVERY NOTE BY AMOCO OIL COMPANY 1975 (LCC)
 BY2756'PINE SPRINGS 1942-GOOD
 BY2756'
 BY2756'PINE SPRINGS NO 1 1942-GOOD
 BY2756'
 BY2756'PINE SPRINGS NO 2, 1942-GOOD
 BY2756'
 BY2756'DID NOT SEARCH FOR REF NO. 2 - AZ MARK APPEARS TO BE GONE
 BY2756'DUE TO ROAD CONSTRUCTION
 BY2756'
 BY2756'NEW DESC TO REACH STATION FOLLOWS.  FROM NEW WECHES LOOKOUT
 BY2756'TOWER GO W. ON HWY 21 FOR 6.10 MILES TO A FOREST SERVICE
 BY2756'ROAD ON RT-THENCE NLY ON FOREST ROAD 0.1 MI. TO T RD N.-THENCE
 BY2756'W ABOUT 0.1 MI. TO STATION ON RT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0990 ***********************************************************************
 CD0990  DESIGNATION -  PINE TOP
 CD0990  PID         -  CD0990
 CD0990  STATE/COUNTY-  TX/CULBERSON
 CD0990  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0990
 CD0990                         *CURRENT SURVEY CONTROL
 CD0990  ___________________________________________________________________
 CD0990* NAD 83(1993)-  31 54 49.59296(N)    104 49 49.36603(W)     ADJUSTED  
 CD0990* NAVD 88     -      2551.     (meters)    8369.     (feet)  SCALED    
 CD0990  ___________________________________________________________________
 CD0990  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 CD0990  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CD0990
 CD0990  HORZ ORDER  -  FIRST
 CD0990
 CD0990.The horizontal coordinates were established by classical geodetic methods
 CD0990.and adjusted by the National Geodetic Survey in February 1996..
 CD0990
 CD0990.The orthometric height was scaled from a topographic map.
 CD0990
 CD0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0990
 CD0990.The geoid height was determined by GEOID03.
 CD0990
 CD0990;                    North         East     Units Scale Factor Converg.
 CD0990;SPC TX C     - 3,257,712.188   274,775.100   MT  1.00000832   -2 18 58.5
 CD0990;SPC TX C     -10,688,010.74    901,491.31   sFT  1.00000832   -2 18 58.5
 CD0990;SPC NM E     -   101,415.631   117,992.662   MT  0.99993633   -0 15 46.0
 CD0990;SPC NM E     -   332,727.78    387,114.26   sFT  0.99993633   -0 15 46.0
 CD0990;SPC NM C     -   102,186.329   634,262.469   MT  1.00012225   +0 45 02.1
 CD0990;SPC NM C     -   335,256.31  2,080,909.45   sFT  1.00012225   +0 45 02.1
 CD0990;UTM  13      - 3,530,891.007   516,036.553   MT  0.99960317   +0 05 22.8
 CD0990
 CD0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0990!SPC TX C     -   0.99960318  x   1.00000832  =   0.99961149
 CD0990!SPC NM E     -   0.99960318  x   0.99993633  =   0.99953953
 CD0990!SPC NM C     -   0.99960318  x   1.00012225  =   0.99972538
 CD0990!UTM  13      -   0.99960318  x   0.99960317  =   0.99920650
 CD0990
 CD0990:                Primary Azimuth Mark                     Grid Az
 CD0990:SPC TX C     -  PINE TOP AZ MK                           040 25 44.0
 CD0990:SPC NM E     -  PINE TOP AZ MK                           038 22 31.5
 CD0990:SPC NM C     -  PINE TOP AZ MK                           037 21 43.4
 CD0990:UTM  13      -  PINE TOP AZ MK                           038 01 22.7
 CD0990
 CD0990|---------------------------------------------------------------------|
 CD0990| PID    Reference Object                     Distance      Geod. Az  |
 CD0990|                                                           dddmmss.s |
 CD0990| CI0197 PINE TOP AZ MK                                     0380645.5 |
 CD0990| CI0198 PINE TOP RM 1                        15.977 METERS 05028     |
 CD0990| CD0971 EL PASO FORT WORTH AWY BCN 11       APPROX.27.5 KM 1040410.6 |
 CD0990| CD0995 EL PASO FORT WORTH AWY BCN 9        APPROX. 9.2 KM 1672235.5 |
 CD0990| CI0199 PINE TOP RM 2                         8.224 METERS 16912     |
 CD0990|---------------------------------------------------------------------|
 CD0990
 CD0990                          SUPERSEDED SURVEY CONTROL
 CD0990
 CD0990  NAD 83(1993)-  31 54 49.59354(N)    104 49 49.36464(W) AD(       ) 1
 CD0990  NAD 83(1986)-  31 54 49.59393(N)    104 49 49.36459(W) AD(       ) 1
 CD0990  NAD 27      -  31 54 49.19400(N)    104 49 47.54400(W) AD(       ) 1
 CD0990
 CD0990.Superseded values are not recommended for survey control.
 CD0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0990.See file dsdata.txt to determine how the superseded data were derived.
 CD0990
 CD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER1603730891(NAD 83)
 CD0990_MARKER: DS = TRIANGULATION STATION DISK
 CD0990_SETTING: 66 = SET IN ROCK OUTCROP
 CD0990_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD0990
 CD0990  HISTORY     - Date     Condition        Report By
 CD0990  HISTORY     - 1943     MONUMENTED       CGS
 CD0990
 CD0990                          STATION DESCRIPTION
 CD0990
 CD0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0990'THE STATION IS LOCATED ABOUT 51 MILE SW OF CARLSBAD, 6 MILES
 CD0990'S OF THE TEXAS-NEW MEXICO STATE LINE, 4 MILES NW OF PINE
 CD0990'SPRINGS.  ON A HIGH ROCKY PEAK KNOWN AS PINE TOP MOUNTAIN.
 CD0990'
 CD0990'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 CD0990'HOLE IN BEDROCK ON THE HIGHEST POINT OF PEAK.  SET FLUSH WITH
 CD0990'TOP OF ROCK AND STAMPED PINE TOP 1943.
 CD0990'
 CD0990'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 CD0990'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS
 CD0990'0.7 FEET LOWER THAN THE STATION AND STAMPED PINE TOP NO 1
 CD0990'1943.
 CD0990'
 CD0990'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 CD0990'DRILL HOLE IN A LARGE BOULDER, SET FLUSH AND 3 FEET LOWER THAN
 CD0990'THE STATION.  STAMPED PINE TOP NO 2 1943.
 CD0990'
 CD0990'AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 CD0990'HOLE IN OUTCROPPING BEDROCK AND SET FLUSH WITH THE GROUND.
 CD0990'IT IS 1/2 MILE NE OF STATION ON THE SUMMIT AT HEAD OF TRAIL AND
 CD0990'ABOUT 50 YARDS S OF A LARGE WATER TANK.  STAMPED PINE TOP 1943.
 CD0990'
 CD0990'TO REACH FROM CARLSBAD, GO S AND W ON U.S. HIGHWAY 62 FOR
 CD0990'55.5 MILES TO THE PINE SPRINGS CAMP AND SERVICE STATION,
 CD0990'THENCE CONTINUE W ON HIGHWAY 0.2 MILE CROSSING CATTLE GUARD,
 CD0990'TURN RIGHT OFF HIGHWAY 0.15 MILE TO A FORK, TAKE RIGHT FORK 0.15
 CD0990'MILE TO FORK, TAKE RIGHT FORK 0.05 MILE TO FORK (LEFT FORK
 CD0990'LEADS 0.1 MILE TO MR. HAUSERS RANCH HOUSE), TAKE RIGHT FORK
 CD0990'0.15 MILE, THENCE LEFT FORK 0.6 MILE UP RIDGE TO PUMP HOUSE
 CD0990'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NW UP PIPELINE
 CD0990'TRAIL TO SUMMIT AND LARGE WATER TANK AND AZIMUTH MARK 50
 CD0990'YARDS S OF TANK.  FROM HERE FOLLOW ALONG TRAIL FOR A SHORT
 CD0990'DISTANCE, THEN BEAR LEFT UP RIGHT SIDE OF DRAW, THEN CROSS TO
 CD0990'THE LEFT SIDE TO HIGHEST POINT AND STATION.  ABOUT A 3-1/2-HOUR
 CD0990'PACK.
 CD0990'
 CD0990'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2995 ***********************************************************************
 BX2995  DESIGNATION -  PINELAND
 BX2995  PID         -  BX2995
 BX2995  STATE/COUNTY-  TX/SABINE
 BX2995  USGS QUAD   -  PINELAND NORTH (1984)
 BX2995
 BX2995                         *CURRENT SURVEY CONTROL
 BX2995  ___________________________________________________________________
 BX2995* NAD 83(1993)-  31 17 13.04006(N)    093 56 16.22812(W)     ADJUSTED  
 BX2995* NAVD 88     -       112.7    (meters)     370.     (feet)  VERTCON   
 BX2995  ___________________________________________________________________
 BX2995  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BX2995  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BX2995
 BX2995  HORZ ORDER  -  FIRST
 BX2995
 BX2995.The horizontal coordinates were established by classical geodetic methods
 BX2995.and adjusted by the National Geodetic Survey in February 1996..
 BX2995
 BX2995.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2995
 BX2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2995
 BX2995.The geoid height was determined by GEOID03.
 BX2995
 BX2995;                    North         East     Units Scale Factor Converg.
 BX2995;SPC TX C     - 3,197,116.808 1,308,560.233   MT  0.99989411   +3 17 38.6
 BX2995;SPC TX C     -10,489,207.39  4,293,168.03   sFT  0.99989411   +3 17 38.6
 BX2995;UTM  15      - 3,461,783.946   410,735.374   MT  0.99969828   -0 29 13.5
 BX2995
 BX2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2995!SPC TX C     -   0.99998664  x   0.99989411  =   0.99988075
 BX2995!UTM  15      -   0.99998664  x   0.99969828  =   0.99968493
 BX2995
 BX2995:                Primary Azimuth Mark                     Grid Az
 BX2995:SPC TX C     -  PINELAND AZ MK                           028 01 58.6
 BX2995:UTM  15      -  PINELAND AZ MK                           031 48 50.7
 BX2995
 BX2995|---------------------------------------------------------------------|
 BX2995| PID    Reference Object                     Distance      Geod. Az  |
 BX2995|                                                           dddmmss.s |
 BX2995| CV9035 PINELAND AZ MK                                     0311937.2 |
 BX2995| CV9036 PINELAND RM 1                        28.765 METERS 04315     |
 BX2995| CV9037 PINELAND RM 2                        21.225 METERS 22518     |
 BX2995|---------------------------------------------------------------------|
 BX2995
 BX2995                          SUPERSEDED SURVEY CONTROL
 BX2995
 BX2995  NAD 83(1986)-  31 17 13.04819(N)    093 56 16.22208(W) AD(       ) 1
 BX2995  NAD 27      -  31 17 12.37840(N)    093 56 15.54540(W) AD(       ) 1
 BX2995  NGVD 29 (07/19/86)  112.7    (m)          370.     (f) VERT ANG       
 BX2995
 BX2995.Superseded values are not recommended for survey control.
 BX2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2995.See file dsdata.txt to determine how the superseded data were derived.
 BX2995
 BX2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ1073561784(NAD 83)
 BX2995_MARKER: DS = TRIANGULATION STATION DISK
 BX2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2995
 BX2995  HISTORY     - Date     Condition        Report By
 BX2995  HISTORY     - 1972     MONUMENTED       NGS
 BX2995
 BX2995                          STATION DESCRIPTION
 BX2995
 BX2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2995'5 KGS TENSION ON RMS.
 BX2995'
 BX2995'UNABLE TO MEASURE BETWEEN RMS DUE TO TREES.
 BX2995'
 BX2995'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF HEMPHILL, 6
 BX2995'MILES SOUTHEAST OF BRONSON AND 3 MILES NORTHEAST OF PINELAND AND ON
 BX2995'LAND OWNED BY TEMPLE INDUSTRIES, INC, PINELAND, TEXAS.
 BX2995'
 BX2995'TO REACH THE STATION FROM HEMPHILL, FROM THE SOUTHWEST CORNER OF THE
 BX2995'COURTHOUSE SQUARE.  GO WEST AND SOUTHWEST ON FARM ROAD 83 FOR 5.9
 BX2995'MILES TO A CROSSROADS, CONTINUE SOUTHWEST FOR 0.9 MILES TO THE
 BX2995'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTHWEST FOR 0.3 MILES TO THE
 BX2995'STATION ON THE LEFT ON TOP OF A 20 FOOT HIGH CUT BANK.
 BX2995'
 BX2995'STATION MARKS ARE STANDARD DISKS STAMPED PINELAND 1971.  THE SURFACE
 BX2995'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2995'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 71 FEET
 BX2995'SOUTHEAST OF THE CENTERLINE OF FARM ROAD 83, 41 FEET NORTHWEST OF
 BX2995'A 14 INCH PINE TREE, 30 FEET SOUTH OF A 10 INCH PINE TREE AND 4.4
 BX2995'FEET NORTH-NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 BX2995'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BX2995'BELOW THE GROUND SURFACE.
 BX2995'
 BX2995'REFERENCE MARK 1, A STANDARD DISK STAMPED PINELAND NO 1 1971, IS SET
 BX2995'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2995'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 84 FEET EAST-SOUTHEAST OF
 BX2995'THE CENTERLINE OF FARM ROAD 83, 28 FEET NORTHWEST OF A 12 INCH
 BX2995'PINE TREE, 10 FEET NORTH OF A 10 INCH PINE TREE AND 1.7 FEET
 BX2995'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 BX2995'
 BX2995'REFERENCE MARK 2, A STANDARD DISK STAMPED PINELAND NO 2 1971, IS
 BX2995'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2995'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 60 FEET
 BX2995'EAST-SOUTHEAST OF THE CENTERLINE OF FARM ROAD 83, 24 FEET NORTH OF
 BX2995'A TWIN-TRUNK PINE TREE, 9 FEET NORTHWEST OF A 15 INCH PINE TREE AND
 BX2995'1.6 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BX2995'
 BX2995'AZIMUTH MARK, A STANDARD DISK STAMPED PINELAND 1971.  IT SET IN
 BX2995'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BX2995'INCHES ABOVE THE GROUND SURFACE.  IT IS 64 FEET WEST-NORTHWEST OF
 BX2995'THE CENTERLINE OF FARM ROAD 83, 12 FEET SOUTH OF A 14 INCH PINE TREE
 BX2995'AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST.
 BX2995'
 BX2995'NEAREST TOWN--PINELAND.
 BX2995'
 BX2995'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2997 ***********************************************************************
 BX2997  DESIGNATION -  PINELAND MUN TANK
 BX2997  PID         -  BX2997
 BX2997  STATE/COUNTY-  TX/SABINE
 BX2997  USGS QUAD   -  PINELAND NORTH (1984)
 BX2997
 BX2997                         *CURRENT SURVEY CONTROL
 BX2997  ___________________________________________________________________
 BX2997* NAD 83(1993)-  31 15 07.08103(N)    093 58 20.40888(W)     ADJUSTED  
 BX2997* NAVD 88     -                                                        
 BX2997  ___________________________________________________________________
 BX2997  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BX2997  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BX2997
 BX2997  HORZ ORDER  -  THIRD
 BX2997
 BX2997.The horizontal coordinates were established by classical geodetic methods
 BX2997.and adjusted by the National Geodetic Survey in February 1996..
 BX2997
 BX2997
 BX2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2997
 BX2997.The geoid height was determined by GEOID03.
 BX2997
 BX2997;                    North         East     Units Scale Factor Converg.
 BX2997;SPC TX C     - 3,193,056.033 1,305,503.181   MT  0.99989127   +3 16 34.6
 BX2997;SPC TX C     -10,475,884.67  4,283,138.35   sFT  0.99989127   +3 16 34.6
 BX2997;UTM  15      - 3,457,934.333   407,417.831   MT  0.99970572   -0 30 16.2
 BX2997
 BX2997                          SUPERSEDED SURVEY CONTROL
 BX2997
 BX2997  NAD 83(1986)-  31 15 07.08938(N)    093 58 20.40313(W) AD(       ) 4
 BX2997  NAD 27      -  31 15 06.41472(N)    093 58 19.72161(W) AD(       ) 3
 BX2997
 BX2997.Superseded values are not recommended for survey control.
 BX2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2997.See file dsdata.txt to determine how the superseded data were derived.
 BX2997
 BX2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0741857934(NAD 83)
 BX2997_MARKER: 53 = ELEVATED TANK
 BX2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2997+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2001
 BX2997
 BX2997  HISTORY     - Date     Condition        Report By
 BX2997  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2997  HISTORY     - 20010509 GOOD             USPSQD
 BX2997
 BX2997                          STATION DESCRIPTION
 BX2997
 BX2997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2997'PINELAND MUNICIPAL WATER TANK IS LOCATED 0.1 MILE NORTH OF THE
 BX2997'POST OFFICE AND 0.1 MILE EAST OF STATE HIGHWAYS 1 AND 83 IN
 BX2997'PINELAND.
 BX2997'
 BX2997'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER WITH PINELAND
 BX2997'IN BLACK ON THE EAST AND WEST SIDES OF AN OVAL TANK.  IT HAS AN
 BX2997'OVERALL HEIGHT OF ABOUT 140 FEET.
 BX2997'
 BX2997'POINT INTERSECTED WAS THE BALL AT THE TOP CENTER OF TANK.
 BX2997
 BX2997                          STATION RECOVERY (2001)
 BX2997
 BX2997'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2997'TANK IS NOW PAINTED WHITE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2987 ***********************************************************************
 BX2987  DESIGNATION -  PINELAND TEMPLE IND N TANK
 BX2987  PID         -  BX2987
 BX2987  STATE/COUNTY-  TX/SABINE
 BX2987  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2987
 BX2987                         *CURRENT SURVEY CONTROL
 BX2987  ___________________________________________________________________
 BX2987* NAD 83(1993)-  31 14 59.89117(N)    093 58 17.36109(W)     ADJUSTED  
 BX2987* NAVD 88     -                                                        
 BX2987  ___________________________________________________________________
 BX2987  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BX2987  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BX2987
 BX2987  HORZ ORDER  -  THIRD
 BX2987
 BX2987.The horizontal coordinates were established by classical geodetic methods
 BX2987.and adjusted by the National Geodetic Survey in February 1996..
 BX2987
 BX2987
 BX2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2987
 BX2987.The geoid height was determined by GEOID03.
 BX2987
 BX2987;                    North         East     Units Scale Factor Converg.
 BX2987;SPC TX C     - 3,192,839.592 1,305,596.337   MT  0.99989112   +3 16 36.2
 BX2987;SPC TX C     -10,475,174.56  4,283,443.98   sFT  0.99989112   +3 16 36.2
 BX2987;UTM  15      - 3,457,712.262   407,496.498   MT  0.99970554   -0 30 14.5
 BX2987
 BX2987                          SUPERSEDED SURVEY CONTROL
 BX2987
 BX2987  NAD 83(1986)-  31 14 59.89952(N)    093 58 17.35531(W) AD(       ) 4
 BX2987  NAD 27      -  31 14 59.22494(N)    093 58 16.67431(W) AD(       ) 3
 BX2987
 BX2987.Superseded values are not recommended for survey control.
 BX2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2987.See file dsdata.txt to determine how the superseded data were derived.
 BX2987
 BX2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0749657712(NAD 83)
 BX2987_MARKER: 53 = ELEVATED TANK
 BX2987
 BX2987  HISTORY     - Date     Condition        Report By
 BX2987  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2987
 BX2987                          STATION DESCRIPTION
 BX2987
 BX2987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2987'THE TEMPLE INDUSTRIES COMPANY NORTH WATER TANK IS LOCATED 0.1
 BX2987'MILE EAST OF THE POST OFFICE AT THE TEMPLE INDUSTRIES MILL IN
 BX2987'PINELAND.
 BX2987'
 BX2987'IT IS THE NEWER LARGER TANK AND IS A FOUR-LEGGED STEEL STRUCTURE,
 BX2987'PAINTED SILVER, AND HAS AN OVERALL HEIGHT OF 100 FEET.  IT HAS THE
 BX2987'TEMPLE EMBLEM ON THE WEST SIDE OF AN OVAL TANK.
 BX2987'
 BX2987'THE POINT INTERSECTED IS THE BALL AT THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2996 ***********************************************************************
 BX2996  DESIGNATION -  PINELAND TEMPLE IND KKI 995
 BX2996  PID         -  BX2996
 BX2996  STATE/COUNTY-  TX/SABINE
 BX2996  USGS QUAD   -  PINELAND NORTH (1984)
 BX2996
 BX2996                         *CURRENT SURVEY CONTROL
 BX2996  ___________________________________________________________________
 BX2996* NAD 83(1993)-  31 15 21.05806(N)    093 58 09.85085(W)     ADJUSTED  
 BX2996* NAVD 88     -                                                        
 BX2996  ___________________________________________________________________
 BX2996  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BX2996  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BX2996
 BX2996  HORZ ORDER  -  THIRD
 BX2996
 BX2996.The horizontal coordinates were established by classical geodetic methods
 BX2996.and adjusted by the National Geodetic Survey in February 1996..
 BX2996
 BX2996
 BX2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2996
 BX2996.The geoid height was determined by GEOID03.
 BX2996
 BX2996;                    North         East     Units Scale Factor Converg.
 BX2996;SPC TX C     - 3,193,501.718 1,305,757.438   MT  0.99989156   +3 16 40.1
 BX2996;SPC TX C     -10,477,346.89  4,283,972.53   sFT  0.99989156   +3 16 40.1
 BX2996;UTM  15      - 3,458,362.202   407,700.870   MT  0.99970508   -0 30 10.9
 BX2996
 BX2996                          SUPERSEDED SURVEY CONTROL
 BX2996
 BX2996  NAD 83(1986)-  31 15 21.06646(N)    093 58 09.84500(W) AD(       ) 4
 BX2996  NAD 27      -  31 15 20.39285(N)    093 58 09.16351(W) AD(       ) 3
 BX2996
 BX2996.Superseded values are not recommended for survey control.
 BX2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2996.See file dsdata.txt to determine how the superseded data were derived.
 BX2996
 BX2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0770158362(NAD 83)
 BX2996_MARKER: 42 = RADIO/TV MAST
 BX2996
 BX2996  HISTORY     - Date     Condition        Report By
 BX2996  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2996  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 BX2996
 BX2996                          STATION DESCRIPTION
 BX2996
 BX2996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2996'THE TEMPLE INDUSTRIES COMPANY RADIO MAST KKI 995 IS LOCATED ABOUT
 BX2996'1/4 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 83 AND FARM ROAD 1
 BX2996'AT THE NORTH EDGE OF PINELAND.
 BX2996'
 BX2996'IT IS A TRIANGULAR IN CROSSECTION STEEL STRUCTURE, PAINTED
 BX2996'ALTERNATELY RED AND WHITE WITH A RED LIGHT AT THE TOP AND HAS AN
 BX2996'OVERALL HEIGHT OF 300 FEET.
 BX2996'
 BX2996'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 BX2996
 BX2996                          STATION RECOVERY (2001)
 BX2996
 BX2996'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0983 ***********************************************************************
 CD0983  DESIGNATION -  PINEY
 CD0983  PID         -  CD0983
 CD0983  STATE/COUNTY-  TX/CULBERSON
 CD0983  USGS QUAD   -  BURRO CANYON (1973)
 CD0983
 CD0983                         *CURRENT SURVEY CONTROL
 CD0983  ___________________________________________________________________
 CD0983* NAD 83(1993)-  31 37 01.69692(N)    104 44 29.58884(W)     ADJUSTED  
 CD0983* NAVD 88     -      1702.9    (meters)    5587.     (feet)  VERTCON   
 CD0983  ___________________________________________________________________
 CD0983  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CD0983  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CD0983
 CD0983  HORZ ORDER  -  THIRD
 CD0983
 CD0983.The horizontal coordinates were established by classical geodetic methods
 CD0983.and adjusted by the National Geodetic Survey in February 1996..
 CD0983
 CD0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0983
 CD0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0983
 CD0983.The geoid height was determined by GEOID03.
 CD0983
 CD0983;                    North         East     Units Scale Factor Converg.
 CD0983;SPC TX C     - 3,224,510.748   281,866.776   MT  0.99993933   -2 16 13.8
 CD0983;SPC TX C     -10,579,082.35    924,757.91   sFT  0.99993933   -2 16 13.8
 CD0983;UTM  13      - 3,498,028.595   524,512.683   MT  0.99960741   +0 08 07.8
 CD0983
 CD0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0983!SPC TX C     -   0.99973631  x   0.99993933  =   0.99967566
 CD0983!UTM  13      -   0.99973631  x   0.99960741  =   0.99934382
 CD0983
 CD0983:                Primary Azimuth Mark                     Grid Az
 CD0983:SPC TX C     -  ANTELOPE                                 115 43 45.3
 CD0983:UTM  13      -  ANTELOPE                                 113 19 23.7
 CD0983
 CD0983|---------------------------------------------------------------------|
 CD0983| PID    Reference Object                     Distance      Geod. Az  |
 CD0983|                                                           dddmmss.s |
 CD0983| CD0980 ANTELOPE                            APPROX. 6.9 KM 1132731.5 |
 CD0983|---------------------------------------------------------------------|
 CD0983
 CD0983                          SUPERSEDED SURVEY CONTROL
 CD0983
 CD0983  NAD 83(1986)-  31 37 01.69776(N)    104 44 29.58733(W) AD(       ) 3
 CD0983  NAD 27      -  31 37 01.25668(N)    104 44 27.79359(W) AD(       ) 3
 CD0983  NGVD 29 (07/19/86) 1702.3    (m)         5585.     (f) VERT ANG       
 CD0983
 CD0983.Superseded values are not recommended for survey control.
 CD0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0983.See file dsdata.txt to determine how the superseded data were derived.
 CD0983
 CD0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ2451398029(NAD 83)
 CD0983
 CD0983  HISTORY     - Date     Condition        Report By
 CD0983  HISTORY     - UNK      MONUMENTED
 CD0983  HISTORY     - 1973     GOOD             USGS
 CD0983
 CD0983                          STATION DESCRIPTION
 CD0983
 CD0983'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JTD)
 CD0983'STATION LOCATED 12.5 MI. NE. OF FIGURE TWO RANCH HEADQUARTERS, 12 MI.
 CD0983'SW. OF THE INTERSECTION OF U.S. HIGHWAY 62 AND STATE ROAD 54.
 CD0983'APPROXIMATELY 21 MI. DUE S. FROM PINE SPRING CAMP ON A PROMINENT
 CD0983'SANDSTONE CAPPED HILL, NEAR THE SUMMIT OF WHICH THERE ARE SOME SMALL
 CD0983'PINE.
 CD0983'
 CD0983'TO REACH FROM PINE SPRING CAMP ON U.S. HIGHWAY 62, FOLLOW HIGHWAY 62
 CD0983'SW. TO THE INTERSECTION OF STATE ROAD 54.  FOLLOW STATE ROAD S. 5 MI.
 CD0983'TO SIX BAR RANCH.  JUST AFTER PASSING RANCH HOUSE AND CATTLEGUARD,
 CD0983'TAKE FIRST RD. LEFT THROUGH GATE AND PASS WINDMILL.  FOLLOW THIS
 CD0983'RD. SE. PAST FIRST TANK AND TO SECOND TANK WHICH IS 1 MI. UP CANYON
 CD0983'AND 7 MI. FROM STATE ROAD.  ROAD ENDS AT SECOND TANK.  FROM THERE
 CD0983'STATION IS APPROXIMATELY 2 MI. SE.
 CD0983'
 CD0983'STATION MARK--STANDARD TABLET SET IN SANDSTONE ROCK, STAMPED ---PINEY
 CD0983'1946---.
 CD0983'
 CD0983'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2754 ***********************************************************************
 BY2754  DESIGNATION -  PINEY WOODS TEX FOREST S LOT
 BY2754  PID         -  BY2754
 BY2754  STATE/COUNTY-  TX/WALKER
 BY2754  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY2754
 BY2754                         *CURRENT SURVEY CONTROL
 BY2754  ___________________________________________________________________
 BY2754* NAD 83(1993)-  31 01 50.91042(N)    095 28 00.59728(W)     ADJUSTED  
 BY2754* NAVD 88     -                                                        
 BY2754  ___________________________________________________________________
 BY2754  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BY2754  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY2754
 BY2754  HORZ ORDER  -  THIRD
 BY2754
 BY2754.The horizontal coordinates were established by classical geodetic methods
 BY2754.and adjusted by the National Geodetic Survey in February 1996..
 BY2754
 BY2754
 BY2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2754
 BY2754.The geoid height was determined by GEOID03.
 BY2754
 BY2754;                    North         East     Units Scale Factor Converg.
 BY2754;SPC TX C     - 3,161,382.071 1,164,419.023   MT  0.99988187   +2 30 23.5
 BY2754;SPC TX C     -10,371,967.68  3,820,264.74   sFT  0.99988187   +2 30 23.5
 BY2754;UTM  15      - 3,435,630.225   264,542.621   MT  1.00028391   -1 16 20.0
 BY2754
 BY2754                          SUPERSEDED SURVEY CONTROL
 BY2754
 BY2754  NAD 83(1986)-  31 01 50.92049(N)    095 28 00.58286(W) AD(       ) 4
 BY2754  NAD 27      -  31 01 50.25900(N)    095 27 59.78300(W) AD(       ) 3
 BY2754
 BY2754.Superseded values are not recommended for survey control.
 BY2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2754.See file dsdata.txt to determine how the superseded data were derived.
 BY2754
 BY2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ6454335630(NAD 83)
 BY2754_MARKER: 57 = LOOKOUT TOWER
 BY2754
 BY2754  HISTORY     - Date     Condition        Report By
 BY2754  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2754  HISTORY     - 1943     GOOD             CGS
 BY2754
 BY2754                          STATION DESCRIPTION
 BY2754
 BY2754'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2754'THIS INTERSECTION STATION IS ABOUT 9 MILES NW OF TRINITY, 2
 BY2754'MILES W OF STATE HIGHWAY 45, 135 YARDS E OF A N-AND-S ROAD AND
 BY2754'200 YARDS S OF AN E-AND-W ROAD.
 BY2754'
 BY2754'THE STATION IS A STANDARD TYPE GALVANIZED STEEL LOOKOUT TOWER
 BY2754'AND IS ABOUT 120 FEET HIGH.
 BY2754'
 BY2754'THE POINT LOCATED WAS THE APEX OF THE PYRAMIDAL ROOF OF THE
 BY2754'TOWER.
 BY2754'
 BY2754'THE LOOKOUT TOWER IS NO. 41 OF THE TEXAS FOREST SERVICE.
 BY2754
 BY2754                          STATION RECOVERY (1943)
 BY2754
 BY2754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BY2754'THIS INTERSECTION STATION IS THE PINEY WOODS FIRE LOOKOUT
 BY2754'TOWER NO. 41, LOCATED ABOUT 6.0 MILES NE OF WELDON, AND 6.0 MILES
 BY2754'N OF TRINITY, ON LAND OWNED BY THE TEXAS FOREST SERVICE.  IT
 BY2754'IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH WITH A
 BY2754'GLASS-ENCLOSED CAB ON THE TOP.  THE ENTIRE STRUCTURE IS PAINTED
 BY2754'GREY.  POINT OBSERVED UPON, THE CENTER OF THE CAB ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1063 ***********************************************************************
 CR1063  DESIGNATION -  PINKARD
 CR1063  PID         -  CR1063
 CR1063  STATE/COUNTY-  TX/CASS
 CR1063  USGS QUAD   -  KILDARE (1962)
 CR1063
 CR1063                         *CURRENT SURVEY CONTROL
 CR1063  ___________________________________________________________________
 CR1063* NAD 83(1993)-  32 59 27.04496(N)    094 07 57.43663(W)     ADJUSTED  
 CR1063* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 CR1063  ___________________________________________________________________
 CR1063  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CR1063  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR1063
 CR1063  HORZ ORDER  -  FIRST
 CR1063
 CR1063.The horizontal coordinates were established by classical geodetic methods
 CR1063.and adjusted by the National Geodetic Survey in September 1999..
 CR1063
 CR1063.The orthometric height was scaled from a topographic map.
 CR1063
 CR1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1063
 CR1063.The geoid height was determined by GEOID03.
 CR1063
 CR1063;                    North         East     Units Scale Factor Converg.
 CR1063;SPC TXNC     - 2,155,320.239 1,008,018.405   MT  0.99987318   +2 22 55.0
 CR1063;SPC TXNC     - 7,071,246.48  3,307,140.38   sFT  0.99987318   +2 22 55.0
 CR1063;SPC LA N     -   277,339.841   847,402.577   MT  1.00009001   -0 51 47.4
 CR1063;SPC LA N     -   909,905.80  2,780,186.62   sFT  1.00009001   -0 51 47.4
 CR1063;SPC AR S     -   438,033.192   200,677.001   MT  1.00008290   -1 11 37.0
 CR1063;SPC AR S     - 1,437,113.90    658,387.79   sFT  1.00008290   -1 11 37.0
 CR1063;UTM  15      - 3,650,841.659   394,181.486   MT  0.99973806   -0 37 00.4
 CR1063
 CR1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1063!SPC TXNC     -   0.99998627  x   0.99987318  =   0.99985945
 CR1063!SPC LA N     -   0.99998627  x   1.00009001  =   1.00007628
 CR1063!SPC AR S     -   0.99998627  x   1.00008290  =   1.00006917
 CR1063!UTM  15      -   0.99998627  x   0.99973806  =   0.99972433
 CR1063
 CR1063|---------------------------------------------------------------------|
 CR1063| PID    Reference Object                     Distance      Geod. Az  |
 CR1063|                                                           dddmmss.s |
 CR1063| CX6062 PINKARD RM 3                          4.401 METERS 00040     |
 CR1063| CX6061 PINKARD RM 2                        144.735 METERS 08850     |
 CR1063| CX6059 PINKARD AZ MK                                      1235030.2 |
 CR1063| CX6060 PINKARD RM 1                                       35724     |
 CR1063|---------------------------------------------------------------------|
 CR1063
 CR1063                          SUPERSEDED SURVEY CONTROL
 CR1063
 CR1063  NAD 83(1993)-  32 59 27.04727(N)    094 07 57.43517(W) AD(       ) 1
 CR1063  NAD 83(1993)-  32 59 27.05161(N)    094 07 57.42764(W) AD(       ) 1
 CR1063  NAD 83(1986)-  32 59 27.05195(N)    094 07 57.42571(W) AD(       ) 1
 CR1063  NAD 27      -  32 59 26.57000(N)    094 07 56.76100(W) AD(       ) 1
 CR1063
 CR1063.Superseded values are not recommended for survey control.
 CR1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1063.See file dsdata.txt to determine how the superseded data were derived.
 CR1063
 CR1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9418150842(NAD 83)
 CR1063_MARKER: DS = TRIANGULATION STATION DISK
 CR1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1063
 CR1063  HISTORY     - Date     Condition        Report By
 CR1063  HISTORY     - 1930     MONUMENTED       CGS
 CR1063  HISTORY     - 1937     MARK NOT FOUND   TXHD
 CR1063  HISTORY     - 1938     GOOD             CGS
 CR1063  HISTORY     - 1950     GOOD             CGS
 CR1063  HISTORY     - 1956     GOOD             CGS
 CR1063  HISTORY     - 1958     GOOD             CGS
 CR1063  HISTORY     - 1961     GOOD             CGS
 CR1063
 CR1063                          STATION DESCRIPTION
 CR1063
 CR1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CR1063'ABOUT 9 MILES, AIR LINE, S BY E OF ATLANTA, 4-1/2 MILES SE
 CR1063'BY E OF BIVINS AND 1 MILE S OF HUFFUNES SCHOOL, ON THE
 CR1063'NORTHERN END OF A HIGH, BARE KNOLL ABOUT 1/8 MILE NW OF
 CR1063'PINKARDS HOUSE.  LAND IS NOW OWNED BY S.C. PINKARD, WITH
 CR1063'PROBABLE CHANGE OF OWNERSHIP TO R.S. ALLDAYS SUPPLY COMPANY.
 CR1063'
 CR1063'STATION IS 8-1/2 METERS (28 FEET) S OF EDGE OF CULTIVATED
 CR1063'GROUND, AND 13-1/2 METERS (44 FEET) E OF CULTIVATED GROUND
 CR1063'TO W.
 CR1063'
 CR1063'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CR1063'DISKS SET IN CONCRETE.
 CR1063'
 CR1063'REFERENCE MARK NO. 1 IS IN A N-AND-S FENCE LINE, 15 METERS
 CR1063'(49 FEET) W OF ROAD AND W OF LARGE PINE TREE W OF ROAD, AND
 CR1063'ABOUT ONE-FOURTH MILE FROM STATION N 02 DEG 37 MIN 22 SEC W.
 CR1063'
 CR1063'REFERENCE MARK NO. 2 IS 475.1 FEET FROM STATION N 88 DEG
 CR1063'50 MIN 06 SEC E.
 CR1063
 CR1063                          STATION RECOVERY (1937)
 CR1063
 CR1063'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CR1063'DESCRIPTION SATISFACTORY.  REFERENCE MARK NO. 1 RECOVERED AND
 CR1063'FOUND TO BE IN GOOD CONDITION.  OTHER MARKS NOT RECOVERED.
 CR1063
 CR1063                          STATION RECOVERY (1938)
 CR1063
 CR1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (JWG)
 CR1063'THE STATION MARK IS IN EXCELLENT STATE OF PRESERVATION.
 CR1063'
 CR1063'REFERENCE MARK NO. 1 HAS BEEN OBLITERATED BY A NEW COUNTY ROAD,
 CR1063'ACCORDING TO MR. HOGUE, WHO LIVES ACROSS THE ROAD FROM THE
 CR1063'MARK.  I MADE A DILIGENT SEARCH FOR THE MARK (NO. 1), BUT FOUND
 CR1063'NOT THE SLIGHTEST TRACE OF ANY PART OF IT.
 CR1063'
 CR1063'REFERENCE MARK NO. 2 IS IN AN EXCELLENT STATE OF PRESERVATION
 CR1063'AND MAY NOW BE DESCRIBED AS BEING ABOUT 25 FEET W OF THE
 CR1063'W RIGHT-OF-WAY FENCE OF THE COUNTY ROAD, ACROSS THE ROAD FROM
 CR1063'THE HOGUE RESIDENCE, 475.1 FEET FROM THE STATION
 CR1063'N 88 DEG 50 MIN 06 SEC E.
 CR1063'
 CR1063'THE STATION IS SURROUNDED BY SPARSE SCRUB PINE AND THE SURROUNDING
 CR1063'COUNTRY MAY BE SEEN FOR MILES EXCEPT FOR A SMALL PINE THICKET
 CR1063'IN THE SSW.
 CR1063
 CR1063                          STATION RECOVERY (1950)
 CR1063
 CR1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 CR1063'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND ARE
 CR1063'IN GOOD CONDITION.  A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3
 CR1063'WERE ESTABLISHED.
 CR1063'
 CR1063'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 CR1063'
 CR1063'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF ATLANTA,
 CR1063'4.5 MILES EAST-SOUTHEAST OF BIVINS AND 1.0 MILE SOUTH OF
 CR1063'HUFFINES SCHOOL.  IT IS ON THE HIGHEST POINT OF A LOW SANDY
 CR1063'HILL, 500 FEET WEST OF FARM ROAD 251, 65 FEET WEST OF
 CR1063'LONE PINE TREE AND 15 FEET SOUTH OF WITNESS POST.  IT IS
 CR1063'STAMPED PINKARD 1930 AND PROJECTS 2 INCHES.
 CR1063'
 CR1063'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 75 FEET WEST
 CR1063'OF THE CENTER OF FARM ROAD 251, 24 FEET WEST OF NORTH-SOUTH
 CR1063'FENCE LINE AND ON THE EAST SLOPE OF THE SAME HILL AS THE
 CR1063'STATION.  IT IS STAMPED PINKARD NO 2 1930 AND PROJECTS 6
 CR1063'INCHES.
 CR1063'
 CR1063'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 2.5 FEET EAST OF
 CR1063'WITNESS POST AND ON THE SAME ELEVATION AS THE STATION.  IT IS
 CR1063'STAMPED PINKARD NO 3 1950 AND PROJECTS 2 INCHES.
 CR1063'
 CR1063'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 52 FEET WEST OF
 CR1063'THE CENTER OF FARM ROAD 251, 2.5 FEET NORTH-NORTHWEST OF
 CR1063'WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS
 CR1063'STAMPED PINKARD 1950 AND PROJECTS 5 INCHES.
 CR1063'
 CR1063'TO REACH THE STATION FROM THE FORD GARAGE IN THE CENTER OF
 CR1063'ATLANTA, TEXAS, GO SOUTH ON FARM ROAD 251 FOR 8.0 MILES TO
 CR1063'HUFFINES SCHOOL ON THE LEFT, CONTINUE SOUTH ON FARM ROAD 251 FOR
 CR1063'0.8 MILE TO TOP OF HILL AND STATION IN FIELD TO THE WEST
 CR1063'AS DESCRIBED.
 CR1063'
 CR1063'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 CR1063'FARM ROAD 251 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 CR1063'DESCRIBED.
 CR1063'
 CR1063'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 CR1063
 CR1063                          STATION RECOVERY (1956)
 CR1063
 CR1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1063'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CR1063'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CR1063'STATION SITE WERE CORRECT.
 CR1063
 CR1063                          STATION RECOVERY (1958)
 CR1063
 CR1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1063'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 CR1063'CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS NOT CHECKED
 CR1063'BECAUSE OF SMALL PINE TREES ON LINE.  A DIFFERENCE WAS
 CR1063'NOTED IN THE DIRECTION TO REFERENCE MARK NO. 3.
 CR1063'
 CR1063'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CR1063'
 CR1063'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF ATLANTA,
 CR1063'ABOUT 4.5 MILES EAST-SOUTHEAST OF BIVINS, ABOUT 500 FEET WEST
 CR1063'OF FARM ROAD NO. 251, 15 FEET SOUTH OF A WITNESS POST AND IS
 CR1063'ON THE HIGHEST POINT OF A LOW SANDY HILL.  THE MARK PROJECTS
 CR1063'2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1063'PINKARD 1930.
 CR1063'
 CR1063'REFERENCE MARK NO. 2 IS 52 FEET WEST OF FARM ROAD NO. 251,
 CR1063'24 FEET WEST OF A WIRE FENCE AND ON THE EAST SLOPE OF THE HILL.
 CR1063'THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1063'STAMPED PINKARD NO 2 1930.
 CR1063'
 CR1063'REFERENCE MARK NO. 3 IS 3 FEET EAST OF A WITNESS POST.
 CR1063'THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR1063'IS STAMPED PINKARD NO 3 1950.
 CR1063'
 CR1063'AZIMUTH MARK IS 52 FEET WEST OF THE CENTER OF FARM ROAD NO. 251,
 CR1063'2.5 FEET NORTH-NORTHWEST OF A WITNESS POST AND 1 FOOT EAST OF
 CR1063'A WIRE FENCE.  THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE
 CR1063'OF THE GROUND AND IS STAMPED PINKARD 1950.
 CR1063'
 CR1063'TO REACH THE STATION FROM THE RAILROAD STATION IN ATLANTA,
 CR1063'GO EAST ON STATE ROAD NO. 77 FOR 0.1 MILE TO THE JUNCTION
 CR1063'OF FARM ROAD NO. 251, TURN RIGHT ON FARM ROAD NO. 251 AND GO
 CR1063'SOUTH FOR 8.1 MILES TO A SCHOOL HOUSE ON THE LEFT, CONTINUE SOUTH
 CR1063'ON FARM ROAD NO. 251 FOR 0.8 MILE TO TOP OF HILL AND STATION
 CR1063'ON THE RIGHT AS DESCRIBED.
 CR1063'
 CR1063'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 CR1063'FARM ROAD NO. 251 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 CR1063'RIGHT AS DESCRIBED.
 CR1063
 CR1063                          STATION RECOVERY (1961)
 CR1063
 CR1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRN)
 CR1063'STATION AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD CONDITION
 CR1063'AS DESCRIBED.  OTHER REFERENCE MARKS COULD NOT BE LOCATED.
 CR1063'THE DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0921 ***********************************************************************
 CD0921  DESIGNATION -  PINNACLE
 CD0921  PID         -  CD0921
 CD0921  STATE/COUNTY-  TX/CULBERSON
 CD0921  USGS QUAD   -  SEVEN L PEAK (1973)
 CD0921
 CD0921                         *CURRENT SURVEY CONTROL
 CD0921  ___________________________________________________________________
 CD0921* NAD 83(1993)-  31 44 23.79004(N)    104 22 38.35726(W)     ADJUSTED  
 CD0921* NAVD 88     -      1204.     (meters)    3950.     (feet)  SCALED    
 CD0921  ___________________________________________________________________
 CD0921  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 CD0921  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CD0921
 CD0921  HORZ ORDER  -  FIRST
 CD0921
 CD0921.The horizontal coordinates were established by classical geodetic methods
 CD0921.and adjusted by the National Geodetic Survey in February 1996..
 CD0921
 CD0921.The orthometric height was scaled from a topographic map.
 CD0921
 CD0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0921
 CD0921.The geoid height was determined by GEOID03.
 CD0921
 CD0921;                    North         East     Units Scale Factor Converg.
 CD0921;SPC TX C     - 3,236,805.170   316,894.182   MT  0.99996463   -2 04 58.4
 CD0921;SPC TX C     -10,619,418.30  1,039,677.00   sFT  0.99996463   -2 04 58.4
 CD0921;UTM  13      - 3,511,779.388   558,981.239   MT  0.99964290   +0 19 39.3
 CD0921
 CD0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0921!SPC TX C     -   0.99981489  x   0.99996463  =   0.99977952
 CD0921!UTM  13      -   0.99981489  x   0.99964290  =   0.99945785
 CD0921
 CD0921:                Primary Azimuth Mark                     Grid Az
 CD0921:SPC TX C     -  EL PASO FORT WORTH AWY BCN 12            040 05 22.6
 CD0921:UTM  13      -  EL PASO FORT WORTH AWY BCN 12            037 40 44.9
 CD0921
 CD0921|---------------------------------------------------------------------|
 CD0921| PID    Reference Object                     Distance      Geod. Az  |
 CD0921|                                                           dddmmss.s |
 CD0921| CD0923 EL PASO FORT WORTH AWY BCN 12       APPROX.13.2 KM 0380024.2 |
 CD0921| CI0201 PINNACLE RM 1                         8.968 METERS 04348     |
 CD0921| CI0200 PINNACLE AZ MK                                     2124005.5 |
 CD0921| CI0202 PINNACLE RM 2                         9.429 METERS 35715     |
 CD0921|---------------------------------------------------------------------|
 CD0921
 CD0921                          SUPERSEDED SURVEY CONTROL
 CD0921
 CD0921  NAD 83(1993)-  31 44 23.79054(N)    104 22 38.35502(W) AD(       ) 1
 CD0921  NAD 83(1986)-  31 44 23.79055(N)    104 22 38.35501(W) AD(       ) 1
 CD0921  NAD 27      -  31 44 23.34700(N)    104 22 36.60200(W) AD(       ) 1
 CD0921
 CD0921.Superseded values are not recommended for survey control.
 CD0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0921.See file dsdata.txt to determine how the superseded data were derived.
 CD0921
 CD0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER5898111779(NAD 83)
 CD0921_MARKER: DS = TRIANGULATION STATION DISK
 CD0921_SETTING: 66 = SET IN ROCK OUTCROP
 CD0921
 CD0921  HISTORY     - Date     Condition        Report By
 CD0921  HISTORY     - 1943     MONUMENTED       CGS
 CD0921
 CD0921                          STATION DESCRIPTION
 CD0921
 CD0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0921'STATION IS LOCATED ABOUT 56 MILES (AIRLINE) NE OF VAN HORN,
 CD0921'4 MILES N OF THE W.R. BRITT RANCH (OLD BOB WALKER RANCH).
 CD0921'2 MILES S, 1/2 MILE E, BY ROAD, FROM THE URSHAL BROTHERS RANCH,
 CD0921'ON A LONE ROCKY PEAK, KNOWN LOCALLY AS THE PINNACLE OR SOMETIMES
 CD0921'CALLED ELEPHANT BUTTE.  THE PEAK IS PROMINENT, AND THE HIGHEST
 CD0921'POINT IN THE VICINITY.
 CD0921'
 CD0921'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 CD0921'HOLE IN OUTCROPPING BEDROCK, ABOUT 3 FEET LOWER THAN HIGHEST
 CD0921'PART OF HILL, STAMPED PINNACLE 1943.
 CD0921'
 CD0921'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 CD0921'DRILL HOLE IN OUTCROPPING BEDROCK 1.0 FOOT LOWER THAN STATION,
 CD0921'STAMPED PINNACLE NO 1 1943.
 CD0921'
 CD0921'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 CD0921'DRILL HOLE IN OUTCROPPING BEDROCK 1.4 FEET HIGHER THAN STATION,
 CD0921'STAMPED PINNACLE NO 2 1943.
 CD0921'
 CD0921'AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 CD0921'HOLE IN OUTCROPPING BEDROCK.  LOCATED ON A SMALL ROCKY PINNACLE
 CD0921'3/4 MILE SSW OF THE STATION.  STAMPED PINNACLE 1943.
 CD0921'
 CD0921'TO REACH FROM VAN HORN GO E ON U.S. HIGHWAY 80 FOR 8.0 MILES
 CD0921'TO A BLADED ROAD LEADING LEFT TOWARDS THE WILD HORSE RAILROAD
 CD0921'STATION.  TAKE LEFT FORK AND MAIN-TRAVELED ROAD N FOR 26.1
 CD0921'MILES TO A FORK AND CONCRETE-FILLED OIL BARREL.  TAKE RIGHT
 CD0921'FORK FOR 2.0 MILES TO A BOARD GATE AND ROAD LEADING IN FROM
 CD0921'KENT.  PASS THROUGH GATE AND CONTINUE N ON MAIN-TRAVELED ROAD
 CD0921'FOR 6.2 MILES TO THE KNOX AND BREWER RANCH ROAD LEADING LEFT
 CD0921'FOR 0.7 MILE TO RANCH BUILDINGS.  TAKE RIGHT FORK STRAIGHT
 CD0921'AHEAD FOR 3.1 MILES TO FORK.  TAKE RIGHT FORK NE FOR 6.3
 CD0921'MILES TO THE WEATHERBY RANCH.  AT THE E SIDE OF THE RANCH
 CD0921'CORRALS, TAKE THE LEFT FORK N FOR 3.3 MILES TO A GRADED
 CD0921'ROAD, TURN RIGHT AND CONTINUE 0.2 MILE TO A DIM TRACK ROAD
 CD0921'LEADING IN FROM THE LEFT.  TURN LEFT ON DIM TRACK ROAD N
 CD0921'FOR 6.4 MILES TO THE W.R. BRITT RANCH (OLD BOB WALKER
 CD0921'RANCH).  PASS THROUGH YARD AND CONTINUE N ON
 CD0921'MAIN-TRAVELED ROAD FOR 3.2 MILES TO AZIMUTH MARK ON SMALL
 CD0921'ROCKY PINNACLE 75 YARDS LEFT OF TRACK ROAD.  CONTINUE N
 CD0921'FOR 1.0 MILE TO A POINT NW OF THE STATION AND IN DRAW.
 CD0921'HERE TURN RIGHT CROSS COUNTRY FOR 0.5 MILE TO BASE OF
 CD0921'PINNACLE AND THE END OF TRUCK TRAVEL.  PACK ABOUT 5 MINUTES
 CD0921'UP W SIDE OF PINNACLE TO TOP AND STATION.
 CD0921'
 CD0921'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1411 ***********************************************************************
 AE1411  DESIGNATION -  PINOLA
 AE1411  PID         -  AE1411
 AE1411  STATE/COUNTY-  TX/BROOKS
 AE1411  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE1411
 AE1411                         *CURRENT SURVEY CONTROL
 AE1411  ___________________________________________________________________
 AE1411* NAD 83(1993)-  26 53 02.88992(N)    098 00 54.80243(W)     ADJUSTED  
 AE1411* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AE1411  ___________________________________________________________________
 AE1411  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AE1411  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AE1411
 AE1411  HORZ ORDER  -  SECOND
 AE1411
 AE1411.The horizontal coordinates were established by classical geodetic methods
 AE1411.and adjusted by the National Geodetic Survey in February 1996..
 AE1411
 AE1411.The orthometric height was scaled from a topographic map.
 AE1411
 AE1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1411
 AE1411.The geoid height was determined by GEOID03.
 AE1411
 AE1411;                    North         East     Units Scale Factor Converg.
 AE1411;SPC TX S     - 5,134,977.735   348,160.628   MT  0.99989686   +0 13 12.3
 AE1411;SPC TX S     -16,847,006.12  1,142,256.99   sFT  0.99989686   +0 13 12.3
 AE1411;UTM  14      - 2,973,982.460   597,807.649   MT  0.99971810   +0 26 43.2
 AE1411
 AE1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1411!SPC TX S     -   1.00000030  x   0.99989686  =   0.99989716
 AE1411!UTM  14      -   1.00000030  x   0.99971810  =   0.99971840
 AE1411
 AE1411|---------------------------------------------------------------------|
 AE1411| PID    Reference Object                     Distance      Geod. Az  |
 AE1411|                                                           dddmmss.s |
 AE1411| CV2801 PINOLA RM 1                          16.360 METERS 08358     |
 AE1411| CV2802 PINOLA RM 2                          16.465 METERS 21116     |
 AE1411| CV2800 PINOLA AZ MK                                       2275002.9 |
 AE1411| AE1417 ENCINO SW BELL TEL MICROWAVE        APPROX.12.4 KM 2885620.5 |
 AE1411|---------------------------------------------------------------------|
 AE1411
 AE1411                          SUPERSEDED SURVEY CONTROL
 AE1411
 AE1411  NAD 83(1986)-  26 53 02.90039(N)    098 00 54.77219(W) AD(       ) 2
 AE1411  NAD 27      -  26 53 01.70520(N)    098 00 53.76380(W) AD(       ) 2
 AE1411
 AE1411.Superseded values are not recommended for survey control.
 AE1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1411.See file dsdata.txt to determine how the superseded data were derived.
 AE1411
 AE1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9780873982(NAD 83)
 AE1411_MARKER: DS = TRIANGULATION STATION DISK
 AE1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1411
 AE1411  HISTORY     - Date     Condition        Report By
 AE1411  HISTORY     - 1960     MONUMENTED       CGS
 AE1411
 AE1411                          STATION DESCRIPTION
 AE1411
 AE1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AE1411'THE STATION IS ON THE HIGHEST PART OF A LOW SANDY HILL ON THE
 AE1411'BARROSO DIVISION OF THE KING RANCH, APPROXIMATELY 1.0 MILE
 AE1411'WEST OF THE BROOKS-KENEDY LINE, 8.0 MILES SOUTHEAST OF ENCINO.
 AE1411'
 AE1411'TO REACH THE STATION FROM THE POST OFFICE IN ENCINO, GO NORTH
 AE1411'ON U.S. HIGHWAY 281 FOR 0.6 MILE TO A SIDE ROAD AND A GATE ON
 AE1411'THE RIGHT.  TURN RIGHT THROUGH GATE, STOP AT WATCHMANS HOUSE
 AE1411'AND CHECK IN, AND GO EAST ON THE SURFACED ROAD 0.2 MILE SIDE ROAD
 AE1411'ON THE LEFT LEADING TO MR. BILLY MC BRIDES HOME.  CONTINUE
 AE1411'EAST ON THE SURFACED ROAD FOR 2.0 MILES TO A BUMPER GATE.  PASS
 AE1411'THROUGH THE GATE AND CONTINUE EAST FOR 0.7 MILE TO A FORK.
 AE1411'BEAR RIGHT AND CONTINUE EAST FOR 0.2 MILE TO A BUMPER GATE.
 AE1411'PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.25 MILE TO A
 AE1411'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A
 AE1411'BUMPER GATE.  PASS THROUGH THE GATE, BEAR RIGHT ON THE
 AE1411'SURFACED ROAD AND GO EAST FOR 2.25 MILES TO A SIDE ROAD ON
 AE1411'THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO A GAS PLANT
 AE1411'ON THE LEFT.  CONTINUE EAST ON THE SURFACED ROAD FOR 0.5 MILE TO
 AE1411'A CROSSROAD AND A CLOVERLEAF.  TURN RIGHT, SOUTH, ON THE
 AE1411'SURFACED ROAD FOR 1.8 MILE TO A BUMPER GATE.  PASS THROUGH
 AE1411'AND CONTINUE SOUTH ON THE SURFACED ROAD FOR 0.15 MILE TO A
 AE1411'SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.9
 AE1411'MILE TO A ROAD FORK.  CONTINUE STRAIGHT AHEAD, LEFT FORK,
 AE1411'AND CONTINUE SOUTH FOR 1.45 MILES TO A SIDE ROAD ON THE
 AE1411'LEFT LEADING TO A WINDMILL AND CORRALS.  CONTINUE STRAIGHT
 AE1411'AHEAD, SOUTHERLY ON THE SURFACED ROAD FOR 0.35 MILE TO A SAND
 AE1411'ROAD ON THE LEFT.  TURN LEFT, EASTERLY, ON THE SAND ROAD FOR
 AE1411'0.4 MILE TO A GATE.  PASS THROUGH THE GATE AND GO NORTHEAST
 AE1411'AND EAST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AE1411'CONTINUE STRAIGHT AHEAD ON THE SAND ROAD FOR 0.15 MILE TO A
 AE1411'DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON THE
 AE1411'DIM TRACK ROAD FOR 0.15 MILE TO A DIM CROSSROAD.  CONTINUE
 AE1411'NORTHERLY FOR 0.05 MILE TO THE TOP OF THE HILL AND THE STATION
 AE1411'ON THE RIGHT.
 AE1411'
 AE1411'STATION MARKS ARE STANDARD DISKS STAMPED PINOLA 1960.  THE
 AE1411'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1411'2 INCHES.  IT IS 133 EAST OF THE CENTER OF THE DIM TRACK
 AE1411'ROAD AND 7 FEET SOUTHWEST OF A METAL WITNESS POST.  SUB-SURFACE
 AE1411'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 AE1411'THE SURFACE OF THE GROUND.
 AE1411'
 AE1411'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PINOLA NO 1 1960,
 AE1411'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 AE1411'IS 184 FEET EAST OF THE CENTER OF THE DIM TRACK ROAD AND 47
 AE1411'FEET NORTHEAST OF THE METAL WITNESS POST.
 AE1411'
 AE1411'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PINOLA NO 2 1960,
 AE1411'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 AE1411'126.5 FEET EAST OF THE CENTER OF THE DIM TRACK ROAD AND 67 FEET
 AE1411'SOUTH OF THE METAL WITNESS POST.
 AE1411'
 AE1411'AZIMUTH MARK, A STANDARD DISK STAMPED PINOLA 1960, IS SET
 AE1411'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 25.5
 AE1411'FEET SOUTH OF THE CENTER OF THE SAND ROAD AND 2.2 FEET WEST OF
 AE1411'A METAL WITNESS POST.
 AE1411'
 AE1411'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AE1411'
 AE1411'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1987 ***********************************************************************
 FL1987  DESIGNATION -  PINT
 FL1987  PID         -  FL1987
 FL1987  STATE/COUNTY-  TX/WHEELER
 FL1987  USGS QUAD   -  MC LEAN (1978)
 FL1987
 FL1987                         *CURRENT SURVEY CONTROL
 FL1987  ___________________________________________________________________
 FL1987* NAD 83(1993)-  35 13 36.99485(N)    100 32 10.32100(W)     ADJUSTED  
 FL1987* NAVD 88     -       858.     (meters)    2815.     (feet)  SCALED    
 FL1987  ___________________________________________________________________
 FL1987  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FL1987  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL1987
 FL1987  HORZ ORDER  -  THIRD
 FL1987
 FL1987.The horizontal coordinates were established by classical geodetic methods
 FL1987.and adjusted by the National Geodetic Survey in February 1996..
 FL1987
 FL1987.The orthometric height was scaled from a topographic map.
 FL1987
 FL1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1987
 FL1987.The geoid height was determined by GEOID03.
 FL1987
 FL1987;                    North         East     Units Scale Factor Converg.
 FL1987;SPC TX N     - 1,136,540.497   287,731.177   MT  0.99991640   +0 33 30.8
 FL1987;SPC TX N     - 3,728,799.95    943,998.04   sFT  0.99991640   +0 33 30.8
 FL1987;UTM  14      - 3,899,291.829   360,201.666   MT  0.99984086   -0 53 10.5
 FL1987
 FL1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1987!SPC TX N     -   0.99986939  x   0.99991640  =   0.99978580
 FL1987!UTM  14      -   0.99986939  x   0.99984086  =   0.99971027
 FL1987
 FL1987|---------------------------------------------------------------------|
 FL1987| PID    Reference Object                     Distance      Geod. Az  |
 FL1987|                                                           dddmmss.s |
 FL1987| FL1988 PINT 2                               71.040 METERS 04604     |
 FL1987| CL3748 PINT RM 1                             6.450 METERS 08724     |
 FL1987| CL3747 PINT AZ MK                                         2632951.7 |
 FL1987| CL3749 PINT RM 2                             6.552 METERS 27226     |
 FL1987|---------------------------------------------------------------------|
 FL1987
 FL1987                          SUPERSEDED SURVEY CONTROL
 FL1987
 FL1987  NAD 83(1993)-  35 13 36.99598(N)    100 32 10.32033(W) AD(       ) 3
 FL1987  NAD 83(1986)-  35 13 36.99922(N)    100 32 10.31212(W) AD(       ) 3
 FL1987  NAD 27      -  35 13 36.82000(N)    100 32 08.84000(W) AD(       ) 3
 FL1987
 FL1987.Superseded values are not recommended for survey control.
 FL1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1987.See file dsdata.txt to determine how the superseded data were derived.
 FL1987
 FL1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6020299292(NAD 83)
 FL1987_MARKER: DS = TRIANGULATION STATION DISK
 FL1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1987
 FL1987  HISTORY     - Date     Condition        Report By
 FL1987  HISTORY     - 1951     MONUMENTED       CGS
 FL1987  HISTORY     - 1965     SEE DESCRIPTION  CGS
 FL1987
 FL1987                          STATION DESCRIPTION
 FL1987
 FL1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1987'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF MC LEAN,
 FL1987'59 FEET NORTH OF U.S. HIGHWAY 66, 3 FEET SOUTH OF A FENCE
 FL1987'LINE, AND 3 FEET WEST OF A WITNESS POST.  THE MARK IS A BRONZE
 FL1987'DISK STAMPED PINT 1951, AND SET IN A CONCRETE CYLINDER THAT
 FL1987'PROJECTS 4 INCHES.
 FL1987'
 FL1987'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF U.S. HIGHWAY 66 AND
 FL1987'2 FEET SOUTH OF A FENCE LINE.  THE MARK IS A BRONZE DISK
 FL1987'STAMPED PINT NO 1 1951, AND SET IN A CONCRETE CYLINDER THAT
 FL1987'PROJECTS 2 INCHES.
 FL1987'
 FL1987'REFERENCE MARK NO. 2 IS 61 FEET NORTH OF U.S. HIGHWAY 66 AND
 FL1987'1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS A BRONZE DISK
 FL1987'STAMPED PINT NO 2 1951, AND SET IN A CONCRETE CYLINDER THAT
 FL1987'PROJECTS 2 INCHES.
 FL1987'
 FL1987'THE AZIMUTH MARK IS 45 FEET SOUTH OF U.S. HIGHWAY 66, 7 FEET
 FL1987'NORTH OF A FENCE LINE, AND 2 FEET NORTH OF A WITNESS POST.
 FL1987'THE MARK IS A BRONZE DISK STAMPED PINT 1951, AND SET IN A
 FL1987'CONCRETE CYLINDER THAT PROJECTS 4 INCHES.
 FL1987'
 FL1987'TO REACH THE STATION FROM THE POST OFFICE IN MC LEAN.  GO
 FL1987'SOUTH 1 BLOCK TO U.S. HIGHWAY 66, TURN LEFT AND GO EAST FOR
 FL1987'3.45 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FL1987'CONTINUE FOR 0.25 MILE TO THE STATION ON THE LEFT.
 FL1987
 FL1987                          STATION RECOVERY (1965)
 FL1987
 FL1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 FL1987'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2, AND THE AZIMUTH
 FL1987'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AT
 FL1987'THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT ALL MARKS WERE
 FL1987'DESTROYED TO CLEAR THE AREA FOR ROAD CONSTRUCTION AFTER
 FL1987'TRIANGULATION STATION PINT 2 WAS SET AND ITS POSITION DETERMINED
 FL1987'BY TRAVERSE CONNECTION FROM PINT.  THE DISTANCE BEING 233.07
 FL1987'FEET (71.040 METERS) NORTHEAST OF STATION PINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1988 ***********************************************************************
 FL1988  DESIGNATION -  PINT 2
 FL1988  PID         -  FL1988
 FL1988  STATE/COUNTY-  TX/WHEELER
 FL1988  USGS QUAD   -  MC LEAN (1978)
 FL1988
 FL1988                         *CURRENT SURVEY CONTROL
 FL1988  ___________________________________________________________________
 FL1988* NAD 83(1993)-  35 13 38.59417(N)    100 32 08.29783(W)     ADJUSTED  
 FL1988* NAVD 88     -       858.     (meters)    2815.     (feet)  SCALED    
 FL1988  ___________________________________________________________________
 FL1988  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FL1988  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL1988
 FL1988  HORZ ORDER  -  THIRD
 FL1988
 FL1988.The horizontal coordinates were established by classical geodetic methods
 FL1988.and adjusted by the National Geodetic Survey in February 1996..
 FL1988.No horizontal observational check was made to the station.
 FL1988
 FL1988.The orthometric height was scaled from a topographic map.
 FL1988
 FL1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1988
 FL1988.The geoid height was determined by GEOID03.
 FL1988
 FL1988;                    North         East     Units Scale Factor Converg.
 FL1988;SPC TX N     - 1,136,590.277   287,781.851   MT  0.99991637   +0 33 32.0
 FL1988;SPC TX N     - 3,728,963.27    944,164.29   sFT  0.99991637   +0 33 32.0
 FL1988;UTM  14      - 3,899,340.312   360,253.575   MT  0.99984068   -0 53 09.4
 FL1988
 FL1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1988!SPC TX N     -   0.99986939  x   0.99991637  =   0.99978577
 FL1988!UTM  14      -   0.99986939  x   0.99984068  =   0.99971009
 FL1988
 FL1988:                Primary Azimuth Mark                     Grid Az
 FL1988:SPC TX N     -  PINT 2 AZ MK                             101 27 59.8
 FL1988:UTM  14      -  PINT 2 AZ MK                             102 54 41.2
 FL1988
 FL1988|---------------------------------------------------------------------|
 FL1988| PID    Reference Object                     Distance      Geod. Az  |
 FL1988|                                                           dddmmss.s |
 FL1988| CL3751 PINT 2 AZ MK                                       1020131.8 |
 FL1988| CL3752 PINT 2 RM 3                           9.823 METERS 11443     |
 FL1988| FL1987 PINT                                 71.040 METERS 22604     |
 FL1988| CL3747 PINT AZ MK                                         2585242.3 |
 FL1988| CL3750 PINT 2 RM 4                           9.460 METERS 29848     |
 FL1988|---------------------------------------------------------------------|
 FL1988
 FL1988                          SUPERSEDED SURVEY CONTROL
 FL1988
 FL1988  NAD 83(1993)-  35 13 38.59530(N)    100 32 08.29716(W) AD(       ) 3
 FL1988  NAD 83(1986)-  35 13 38.59853(N)    100 32 08.28896(W) AD(       ) 3
 FL1988  NAD 27      -  35 13 38.41900(N)    100 32 06.81700(W) AD(       ) 3
 FL1988
 FL1988.Superseded values are not recommended for survey control.
 FL1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1988.See file dsdata.txt to determine how the superseded data were derived.
 FL1988
 FL1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6025499340(NAD 83)
 FL1988_MARKER: DS = TRIANGULATION STATION DISK
 FL1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1988
 FL1988  HISTORY     - Date     Condition        Report By
 FL1988  HISTORY     - 1965     MONUMENTED       CGS
 FL1988
 FL1988                          STATION DESCRIPTION
 FL1988
 FL1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 FL1988'THE STATION IS ABOUT 16 MILES WEST OF SHAMROCK, 3-1/2 MILES
 FL1988'EAST OF MC LEAN, 0.15 MILE EAST OF THE WHEELER-GRAY COUNTY
 FL1988'LINE, AND ALONG THE NORTH RIGHT-OF-WAY FENCE LINE OF U.S.
 FL1988'HIGHWAY 66.
 FL1988'
 FL1988'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 FL1988'AND 83 IN SHAMROCK, GO WEST ON U.S. HIGHWAY 66 FOR 16.4 MILES
 FL1988'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON U.S. HIGHWAY
 FL1988'66 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 FL1988'
 FL1988'STATION MARKS ARE STANDARD DISKS STAMPED PINT 2 1965.  THE
 FL1988'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 FL1988'PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT
 FL1988'IS 85 FEET WEST OF A POWER LINE, 2 FEET SOUTH OF THE RIGHT-OF-WAY
 FL1988'FENCE LINE, AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 FL1988'
 FL1988'THE UNDER GROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FL1988'36 INCHES BELOW THE SURFACE OF THE GROUND.
 FL1988'
 FL1988'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PINT 2 NO 3 1965,
 FL1988'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 FL1988'IT IS 53 FEET WEST FROM WHERE THE POWER LINE CROSSES OVER THE
 FL1988'RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 FL1988'FENCE LINE.
 FL1988'
 FL1988'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PINT 2 NO 4
 FL1988'1965, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3
 FL1988'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 34 FEET WEST OF
 FL1988'THE METAL WITNESS POST, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 FL1988'FENCE LINE.
 FL1988'
 FL1988'AZIMUTH MARK, A STANDARD DISK STAMPED PINT 2 1965, IS SET
 FL1988'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 FL1988'ABOVE THE SURFACE OF THE GROUND.  IT IS 86 FEET SOUTH OF THE
 FL1988'CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 66,
 FL1988'1 FOOT NORTH OF A T-FENCE CORNER, AND 3 FEET NORTHEAST OF A
 FL1988'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1362 ***********************************************************************
 AJ1362  DESIGNATION -  PINTAS
 AJ1362  PID         -  AJ1362
 AJ1362  STATE/COUNTY-  TX/WEBB
 AJ1362  USGS QUAD   -  ALAMITO CREEK NE (1980)
 AJ1362
 AJ1362                         *CURRENT SURVEY CONTROL
 AJ1362  ___________________________________________________________________
 AJ1362* NAD 83(1993)-  27 55 10.86763(N)    099 01 53.84951(W)     ADJUSTED  
 AJ1362* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 AJ1362  ___________________________________________________________________
 AJ1362  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AJ1362  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AJ1362
 AJ1362  HORZ ORDER  -  FIRST
 AJ1362
 AJ1362.The horizontal coordinates were established by classical geodetic methods
 AJ1362.and adjusted by the National Geodetic Survey in February 1996..
 AJ1362
 AJ1362.The orthometric height was scaled from a topographic map.
 AJ1362
 AJ1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1362
 AJ1362.The geoid height was determined by GEOID03.
 AJ1362
 AJ1362;                    North         East     Units Scale Factor Converg.
 AJ1362;SPC TX S     - 5,249,736.857   247,668.617   MT  1.00002300   -0 14 28.9
 AJ1362;SPC TX S     -17,223,511.67    812,559.45   sFT  1.00002300   -0 14 28.9
 AJ1362;SPC TXSC     - 4,009,571.505   596,886.501   MT  1.00016533   -0 00 55.8
 AJ1362;SPC TXSC     -13,154,735.85  1,958,285.13   sFT  1.00016533   -0 00 55.8
 AJ1362;UTM  14      - 3,088,305.971   496,888.261   MT  0.99960012   -0 00 53.3
 AJ1362
 AJ1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1362!SPC TX S     -   0.99998241  x   1.00002300  =   1.00000541
 AJ1362!SPC TXSC     -   0.99998241  x   1.00016533  =   1.00014774
 AJ1362!UTM  14      -   0.99998241  x   0.99960012  =   0.99958254
 AJ1362
 AJ1362:                Primary Azimuth Mark                     Grid Az
 AJ1362:SPC TX S     -  PINTAS AZ MK                             104 02 23.5
 AJ1362:SPC TXSC     -  PINTAS AZ MK                             103 48 50.4
 AJ1362:UTM  14      -  PINTAS AZ MK                             103 48 47.9
 AJ1362
 AJ1362|---------------------------------------------------------------------|
 AJ1362| PID    Reference Object                     Distance      Geod. Az  |
 AJ1362|                                                           dddmmss.s |
 AJ1362| CV2803 PINTAS AZ MK                                       1034754.6 |
 AJ1362| CV2804 PINTAS RM 1                          21.098 METERS 19411     |
 AJ1362| CV2805 PINTAS RM 2                          15.258 METERS 31704     |
 AJ1362|---------------------------------------------------------------------|
 AJ1362
 AJ1362                          SUPERSEDED SURVEY CONTROL
 AJ1362
 AJ1362  NAD 83(1986)-  27 55 10.86941(N)    099 01 53.82352(W) AD(       ) 1
 AJ1362  NAD 27      -  27 55 09.81500(N)    099 01 52.73900(W) AD(       ) 1
 AJ1362
 AJ1362.Superseded values are not recommended for survey control.
 AJ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1362.See file dsdata.txt to determine how the superseded data were derived.
 AJ1362
 AJ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR9688888306(NAD 83)
 AJ1362_MARKER: DS = TRIANGULATION STATION DISK
 AJ1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1362_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1362
 AJ1362  HISTORY     - Date     Condition        Report By
 AJ1362  HISTORY     - 1935     MONUMENTED       CGS
 AJ1362  HISTORY     - 1975     GOOD             NGS
 AJ1362
 AJ1362                          STATION DESCRIPTION
 AJ1362
 AJ1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1362'STATION IS 20.5 MILES ESE OF ENCINAL, 41 MILES NE OF LAREDO,
 AJ1362'ON THE HIGHER OF TWO ADJOINING HILLS, AT W END OF A SMALL RIDGE.
 AJ1362'HILL IS ABOUT 0.35 MILE S OF ROAD LEADING WESTERLY FROM BURKE
 AJ1362'PINTAS RANCH HOUSE, AND IS APPROXIMATELY 3.5 MILES E OF BURK
 AJ1362'PINTAS RANCH HOUSE.
 AJ1362'
 AJ1362'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1362'BRONZE DISKS SET IN CONCRETE.
 AJ1362'
 AJ1362'REFERENCE MARK NO. 1 IS S OF STATION.
 AJ1362'
 AJ1362'REFERENCE MARK NO. 2 IS W OF STATION.
 AJ1362'
 AJ1362'AZIMUTH MARK IS LOCATED ABOUT 0.7 MILE SE OF STATION, ABOUT
 AJ1362'100 YARDS E OF WATER HOLE, 15 FEET E OF TRAIL AT FORK TO WATER
 AJ1362'HOLE.  TO REACH FROM STATION GO 0.35 MILE DOWN RIDGE TO ROAD,
 AJ1362'THENCE RIGHT FOR 0.7 MILE TO MARK ON LEFT.
 AJ1362'
 AJ1362'TO REACH FROM CALLAHAN RANCH HOUSE, GO E ON DIRT ROAD FOLLOWING
 AJ1362'TELEPHONE LINE FOR 9.7 MILES TO T-ROAD AT GATE.  ENTER GATE,
 AJ1362'CONTINUE ON MAIN ROAD FOR 0.1 MILE TO CATTLE GAP AND LARGE
 AJ1362'EARTH TANK ON LEFT.  GO THROUGH GATE AND PAST BUILDINGS ON
 AJ1362'LEFT FOR 0.75 MILE TO FORK JUST E OF BRIDGE AND JUST W OF U.S.
 AJ1362'ARMY MARK.  TAKE LEFT FORK FOR 2.6 MILES TO WOOD GATE IN EW
 AJ1362'FENCE.  ENTER GATE, GO 1.45 MILES TO DOUBLE GATE AT LARGE
 AJ1362'EARTH TANK AND TWO WINDMILLS ON LEFT (N).  GO THROUGH GATE AND
 AJ1362'CONTINUE ON MAIN ROAD FOR 2.65 MILES TO BECCERA RANCH HOUSE
 AJ1362'(SITE OF STATION BECCERA).  GO THROUGH LOCKED GATE TO S OF
 AJ1362'LARGE EARTH TANK, FOLLOW MAIN ROAD FOR 4.75 MILES TO T-ROAD
 AJ1362'JUST BEFORE REACHING GATE.  TURN RIGHT ON T-ROAD FOR 2.5
 AJ1362'MILES TO FENCE, THENCE RIGHT ALONG FENCE FOR 0.3 MILE TO
 AJ1362'GATE IN CORNER.  ENTER GATE, CONTINUE FOR 1.11 MILES
 AJ1362'ON MAIN ROAD TO ABANDONED HOUSE.  FOLLOW MAIN ROAD TO LEFT
 AJ1362'OF HOUSE FOR 1.95 MILES TO GATE.  ENTER GATE, FOLLOW MAIN
 AJ1362'ROAD 1.25 MILES TO BARE GRAVEL PATCH AT TOP OF GRADE.
 AJ1362'TURN RIGHT INTO BRUSH AND GO 0.35 MILE TO TOP OF RIDGE AND
 AJ1362'STATION.
 AJ1362'
 AJ1362'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AJ1362
 AJ1362                          STATION RECOVERY (1975)
 AJ1362
 AJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AJ1362'ALL MARKS FOUND IN GOOD CONDITION.  STATION IS ON THE RHEINER
 AJ1362'RANCH.
 AJ1362'
 AJ1362'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 81 AND
 AJ1362'STATE HWY. 44 IN THE NORTH EDGE OF ENCINAL, TEXAS, GO EAST ON
 AJ1362'STATE HWY. 44 FOR 24.8 MILES TO GATE ON RIGHT.  (ENTRANCE TO
 AJ1362'RHEINER RANCH.) TURN RIGHT OFF HWY. AND FOLLOW MAIN RANCH
 AJ1362'ROAD FOR 1.8 MILES TO ROAD FORK.  TAKE RIGHT FORK FOR 2.4 MILES
 AJ1362'TO ROAD FORK.  TAKE RIGHT FORK ACROSS DRAIN FOR 0.25 MILE
 AJ1362'TO ROAD FORK.  TAKE LEFT FORK STREIGHT AHEAD FOR 0.55 MILE TO
 AJ1362'ROAD FORK.  TAKE RIGHT FORK ACROSS CATTLEGUARD FOR 1.1 MILES
 AJ1362'TO ROAD FORK.  (TO REACH THE AZIMUTH MARK FROM HERE TAKE LEFT
 AJ1362'FORK AND THEN RIGHT FORK FOR A DISTANCE OF 0.15 MILE.
 AJ1362'AZIMUTH MARK IS ABOUT 100 FT. WEST OF ROAD AT THIS POINT.)
 AJ1362'TAKE RIGHT FORK FOR 1.0 MILE TO ROAD FORK.  TAKE LEFT
 AJ1362'FORK AND FOLLOW DIM ROAD SOUTH FOR 0.5 MILE TO HUNTING
 AJ1362'TOWER AND END OF TRUCK TRAVEL.  PACK SOUTH FOR ABOUT 150
 AJ1362'FT. TO WHERE BRUSH THINS OUT AND THEN EAST ABOUT 0.25 MILE
 AJ1362'TO SECOND TOP AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1547 ***********************************************************************
 AH1547  DESIGNATION -  PINTO
 AH1547  PID         -  AH1547
 AH1547  STATE/COUNTY-  TX/KLEBERG
 AH1547  USGS QUAD   -  RICARDO (1979)
 AH1547
 AH1547                         *CURRENT SURVEY CONTROL
 AH1547  ___________________________________________________________________
 AH1547* NAD 83(1993)-  27 28 09.81181(N)    097 45 16.64193(W)     ADJUSTED  
 AH1547* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AH1547  ___________________________________________________________________
 AH1547  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AH1547  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AH1547
 AH1547  HORZ ORDER  -  THIRD
 AH1547
 AH1547.The horizontal coordinates were established by classical geodetic methods
 AH1547.and adjusted by the National Geodetic Survey in February 1996..
 AH1547
 AH1547.The orthometric height was scaled from a topographic map.
 AH1547
 AH1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1547
 AH1547.The geoid height was determined by GEOID03.
 AH1547
 AH1547;                    North         East     Units Scale Factor Converg.
 AH1547;SPC TX S     - 5,199,946.615   373,666.955   MT  0.99992807   +0 20 18.3
 AH1547;SPC TX S     -17,060,158.19  1,225,939.00   sFT  0.99992807   +0 20 18.3
 AH1547;UTM  14      - 3,039,043.404   623,048.780   MT  0.99978690   +0 34 28.3
 AH1547
 AH1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1547!SPC TX S     -   1.00000205  x   0.99992807  =   0.99993012
 AH1547!UTM  14      -   1.00000205  x   0.99978690  =   0.99978895
 AH1547
 AH1547:                Primary Azimuth Mark                     Grid Az
 AH1547:SPC TX S     -  L 634                                    009 24 06.5
 AH1547:UTM  14      -  L 634                                    009 09 56.5
 AH1547
 AH1547|---------------------------------------------------------------------|
 AH1547| PID    Reference Object                     Distance      Geod. Az  |
 AH1547|                                                           dddmmss.s |
 AH1547| AH0557 L 634                                              0094424.8 |
 AH1547| CV2806 PINTO RM 1                           17.444 METERS 01101     |
 AH1547| CV2807 PINTO RM 2                           17.977 METERS 16059     |
 AH1547| AH1585 BISHOP RESET                        APPROX.11.4 KM 3512950.8 |
 AH1547|---------------------------------------------------------------------|
 AH1547
 AH1547                          SUPERSEDED SURVEY CONTROL
 AH1547
 AH1547  NAD 83(1986)-  27 28 09.82142(N)    097 45 16.61755(W) AD(       ) 3
 AH1547  NAD 27      -  27 28 08.68000(N)    097 45 15.63700(W) AD(       ) 3
 AH1547
 AH1547.Superseded values are not recommended for survey control.
 AH1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1547.See file dsdata.txt to determine how the superseded data were derived.
 AH1547
 AH1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2304939043(NAD 83)
 AH1547_MARKER: DS = TRIANGULATION STATION DISK
 AH1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1547
 AH1547  HISTORY     - Date     Condition        Report By
 AH1547  HISTORY     - 1949     MONUMENTED       CGS
 AH1547  HISTORY     - 1949     GOOD             CGS
 AH1547  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AH1547  HISTORY     - 1960     GOOD             CGS
 AH1547
 AH1547                          STATION DESCRIPTION
 AH1547
 AH1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1547'THE STATION IS LOCATED ABOUT 7.0 MILES EAST-SOUTHEAST OF
 AH1547'KINGSVILLE, 7.5 MILES NORTHEAST OF RICARDO, 7.5 MILES
 AH1547'SOUTH-SOUTHEAST OF BISHOP AND 1.5 MILES EAST OF SAN FERNANDO CREEK
 AH1547'ON THE KING RANCH.  IT IS 40 FEET WEST OF T-ROAD INTERSECTION
 AH1547'AND 5 FEET NORTHWEST OF WITNESS POST.  IT IS STAMPED PINTO
 AH1547'1949 AND PROJECTS 2 INCHES.
 AH1547'
 AH1547'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 30 FEET WEST
 AH1547'OF THE CENTER OF NORTH-SOUTH ROAD.  IT IS STAMPED PINTO NO 1 1949
 AH1547'AND PROJECTS 2 INCHES.
 AH1547'
 AH1547'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, 30 FEET
 AH1547'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD.  IT IS STAMPED
 AH1547'PINTO NO 2 1949 AND PROJECTS 2 INCHES.
 AH1547'
 AH1547'BENCH MARK L 634 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 AH1547'1.75 MILES NORTH OF THE STATION, 30 FEET SOUTH OF THE CENTER OF
 AH1547'EAST-WEST ROAD AND 1 FOOT SOUTH OF WITNESS POST.  IT IS SET
 AH1547'IN AN 8 BY 8 INCH CONCRETE POST PROJECTING 6 INCHES AND STAMPED
 AH1547'L 634 1942.
 AH1547'
 AH1547'TO REACH THE STATION FROM THE POST OFFICE IN KINGSVILLE, GO
 AH1547'SOUTH ON U.S. HIGHWAY 77 FOR 0.7 MILE TO E CEASER STREET
 AH1547'(THE STEAK HOUSE ON RIGHT), TURN LEFT AND GO EAST ON E CEASER
 AH1547'STREET FOR 2.7 MILES TO T-INTERSECTION, TURN LEFT AND FOLLOW
 AH1547'WINDING ROAD FOR 1.7 MILES TO GATE INTO KING RANCH (GUARD
 AH1547'AT GATE), PASS THROUGH GATE AND CONTINUE EAST FOR 0.5 MILE TO
 AH1547'FORK, BEAR RIGHT AND FOLLOW GRADED ROAD SOUTHEAST FOR 3.05
 AH1547'MILES TO FORK, (CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR
 AH1547'0.45 MILE TO THE BENCH MARK L 634 ON THE RIGHT AS DESCRIBED),
 AH1547'TURN RIGHT AND GO SOUTH ON GRADED ROAD FOR 1.7 MILES TO SIDE
 AH1547'ROAD LEFT AND STATION JUST WEST AS DESCRIBED.
 AH1547'
 AH1547'A 74 FOOT SIGNAL AT STATION BISHOP 1913 IS VISIBLE AT 20 FEET
 AH1547'
 AH1547'A 4 FOOT SIGNAL AT STATION NORIA IS VISIBLE AT 20 FEET
 AH1547'
 AH1547'A 74 FOOT SIGNAL AT STATION CHILTIPIN IS VISIBLE AT 37 FEET
 AH1547'
 AH1547'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH1547
 AH1547                          STATION RECOVERY (1949)
 AH1547
 AH1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1547'STATION RECOVERED IN GOOD CONDITION.  THE 1949 DESCRIPTION BY
 AH1547'R.L.E. IS ADEQUATE.
 AH1547
 AH1547                          STATION RECOVERY (1960)
 AH1547
 AH1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFV)
 AH1547'REFERENCE MARK NO. 1 AND UNDERGROUND STATION MARK RECOVERED IN
 AH1547'GOOD CONDITION.  SURFACE STATION WAS FOUND BROKEN OFF A FEW
 AH1547'INCHES BELOW THE GROUND.  THE TOP PART OF MARK HAD BEEN BROKEN
 AH1547'INTO SEVERAL PIECES AND THE DISK WAS MISSING.  REFERENCE MARK
 AH1547'NO. 2 WAS FOUND BROKEN OFF LEVEL WITH THE GROUND AND SOME
 AH1547'DISTANCE FROM PORTION REMAINING IN THE GROUND.  THE DISK WAS
 AH1547'REMOVED BY THE PARTY.  AZIMUTH MARK (BENCH MARK L 634 1942) WAS
 AH1547'NOT SEARCHED FOR.
 AH1547'
 AH1547'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR ABOVE INFORMATION
 AH1547'AND FOLLOWING CHANGES.  UNDERGROUND STATION MARK IS 125.5
 AH1547'FEET SOUTHWEST OF NORTH CENTER END OF 18 INCH CONCRETE CULVERT
 AH1547'UNDER E/W ROAD, 120.0 FEET NORTHWEST OF SOUTH CENTER END
 AH1547'OF 18 INCH CONCRETE CULVERT UNDER E/W ROAD, 55.0 FEET WEST OF
 AH1547'C/L OF N/S ROAD, AND ABOUT 24 INCHES BELOW SURFACE OF GROUND.
 AH1547'THE BROKEN PIECES OF ORIGINAL CONCRETE SURFACE MARKS WERE
 AH1547'BURIED OVER THE UNDERGROUND MARK.  REFERENCE MARK NO. 1 IS 40.3
 AH1547'FEET WEST OF C/L OF N/S ROAD, AND PROJECTS ABOUT 12 INCHES.
 AH1547'DISTANCE TO REFERENCE MARK WAS CHECKED AND FOUND CORRECT.
 AH1547'A CHECK OF OBSERVED ANGLES WITH PUBLISHED DATAS
 AH1547'INDICATE AN ERROR OF ABOUT 18-1/2 MINUTES IN AZIMUTH FROM
 AH1547'STATION TO MESQUITE WINDMILL, 1949.
 AH1547
 AH1547                          STATION RECOVERY (1960)
 AH1547
 AH1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 AH1547'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED BY MR.
 AH1547'VAN SCOY IN JANUARY 1960.  THE AZIMUTH MARK WAS SEARCHED FOR
 AH1547'(BENCH MARK L 634 1942) AND FOUND DESTROYED.  THE CONCRETE POST
 AH1547'WAS FOUND WITH DISK STILL INTACT.  THE DISK WAS REMOVED BY THE
 AH1547'PARTY.  THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE
 AH1547'FOR REACHING THE STATION FROM THE GUARDED GATE AT THE ENTRANCE
 AH1547'TO THE KING RANCH BUT THE FOLLOWING ADDITION SHOULD BE MADE--
 AH1547'
 AH1547'TO REACH THE STATION FROM THE POST OFFICE IN KINGSVILLE,
 AH1547'PROCEED NORTH ON U.S. HWY. 77 (BUSINESS ROUTE) FOR 0.4 MILE
 AH1547'TO INTERSECTION WITH SANTA GERTRUDIS ROAD, TURN RIGHT AND
 AH1547'CONTINUE EAST ON SANTA GERTRUDIS TO THE GUARDED GATE AT THE
 AH1547'ENTRANCE TO THE KING RANCH AS PREVIOUSLY DESCRIBED.  THIS ROUTE
 AH1547'IS THE MOST DIRECT ONE TO THE STATION AND BYPASSES THE NAVAL
 AH1547'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0629 ***********************************************************************
 AZ0629  DESIGNATION -  PINTO
 AZ0629  PID         -  AZ0629
 AZ0629  STATE/COUNTY-  TX/KINNEY
 AZ0629  USGS QUAD   -  PINTO MOUNTAIN (1974)
 AZ0629
 AZ0629                         *CURRENT SURVEY CONTROL
 AZ0629  ___________________________________________________________________
 AZ0629* NAD 83(1993)-  29 29 09.29905(N)    100 24 18.32604(W)     ADJUSTED  
 AZ0629* NAVD 88     -       482.67   (+/-2cm)    1583.6    (feet)  VERTCON   
 AZ0629  ___________________________________________________________________
 AZ0629  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AZ0629  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 AZ0629
 AZ0629  HORZ ORDER  -  SECOND
 AZ0629  VERT ORDER  -  THIRD ? (See Below)
 AZ0629
 AZ0629.The horizontal coordinates were established by classical geodetic methods
 AZ0629.and adjusted by the National Geodetic Survey in February 1996..
 AZ0629
 AZ0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0629.The vertical order pertains to the NGVD 29 superseded value.
 AZ0629
 AZ0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0629
 AZ0629.The geoid height was determined by GEOID03.
 AZ0629
 AZ0629;                    North         East     Units Scale Factor Converg.
 AZ0629;SPC TXSC     - 4,183,968.433   463,756.181   MT  0.99986670   -0 41 18.1
 AZ0629;SPC TXSC     -13,726,903.10  1,521,506.74   sFT  0.99986670   -0 41 18.1
 AZ0629;UTM  14      - 3,262,645.169   363,782.155   MT  0.99982895   -0 41 30.1
 AZ0629
 AZ0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0629!SPC TXSC     -   0.99992774  x   0.99986670  =   0.99979445
 AZ0629!UTM  14      -   0.99992774  x   0.99982895  =   0.99975670
 AZ0629
 AZ0629:                Primary Azimuth Mark                     Grid Az
 AZ0629:SPC TXSC     -  PINTO AZ MK                              017 45 35.6
 AZ0629:UTM  14      -  PINTO AZ MK                              017 45 47.6
 AZ0629
 AZ0629|---------------------------------------------------------------------|
 AZ0629| PID    Reference Object                     Distance      Geod. Az  |
 AZ0629|                                                           dddmmss.s |
 AZ0629| CV5127 PINTO AZ MK                                        0170417.5 |
 AZ0629| CV5128 PINTO RM 1                           45.340 METERS 10507     |
 AZ0629| AZ0622 BRACKETTVILLE MUNICIPAL TANK        APPROX.18.8 KM 1824239.3 |
 AZ0629| AZ0624 FORT CLARK TANK                     APPROX.20.0 KM 1850248.1 |
 AZ0629| AZ0621 FORT CLARK POST RADIO MAST          APPROX.20.1 KM 1853351.9 |
 AZ0629| CV5129 PINTO RM 2                           48.450 METERS 22826     |
 AZ0629|---------------------------------------------------------------------|
 AZ0629
 AZ0629                          SUPERSEDED SURVEY CONTROL
 AZ0629
 AZ0629  NAD 83(1986)-  29 29 09.29390(N)    100 24 18.30826(W) AD(       ) 2
 AZ0629  NAD 27      -  29 29 08.46800(N)    100 24 17.02200(W) AD(       ) 2
 AZ0629  NGVD 29 (07/19/86)  482.57   (m)         1583.2    (f) LEVELING    3  
 AZ0629
 AZ0629.Superseded values are not recommended for survey control.
 AZ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0629.See file dsdata.txt to determine how the superseded data were derived.
 AZ0629
 AZ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6378262645(NAD 83)
 AZ0629_MARKER: DS = TRIANGULATION STATION DISK
 AZ0629_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0629
 AZ0629  HISTORY     - Date     Condition        Report By
 AZ0629  HISTORY     - 1935     MONUMENTED       CGS
 AZ0629  HISTORY     - 1937     GOOD             TXHD
 AZ0629  HISTORY     - 1974     GOOD             USGS
 AZ0629  HISTORY     - 19960524 GOOD             USPSQD
 AZ0629
 AZ0629                          STATION DESCRIPTION
 AZ0629
 AZ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0629'STATION IS LOCATED 12.45 MILES N OF BRACKETTVILLE, ALONG THE
 AZ0629'BRACKETTVILLE-ROCKSPRINGS ROAD, NEAR THE S SIDE OF THE FIRST
 AZ0629'HIGH RIDGE N OF BRACKETTVILLE.  MARK IS A STANDARD TABLET SET
 AZ0629'IN BEDROCK ABOUT 8 INCHES BELOW THE SURFACE, 63 FEET E OF
 AZ0629'CENTER LINE OF ROAD, 25 FEET E OF E FENCE LINE WHICH ALSO
 AZ0629'CARRIES A TELEPHONE LINE.
 AZ0629'
 AZ0629'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 AZ0629'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 AZ0629'
 AZ0629'REFERENCE MARK NO. 1 IS ESE OF STATION, 56 FEET W OF A 40-FOOT
 AZ0629'GULLY.
 AZ0629'
 AZ0629'REFERENCE MARK NO. 2 IS SW OF STATION, 45-1/2 FEET E OF CENTER
 AZ0629'LINE OF ROAD, 7 FEET E OF FENCE AND TELEPHONE LINE.
 AZ0629'
 AZ0629'AZIMUTH MARK IS 0.85 MILE N OF STATION, AT POINT IN ROAD WHERE
 AZ0629'IT DISAPPEARS OVER HORIZON, 1 FOOT W OF W RIGHT-OF-WAY FENCE
 AZ0629'LINE OF ROAD.
 AZ0629'
 AZ0629'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 AZ0629
 AZ0629                          STATION RECOVERY (1937)
 AZ0629
 AZ0629'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AZ0629'DETAILED STATEMENT OF ORIGINAL DESCRIPTION FOUND SATISFACTORY.
 AZ0629'STATION AND REFERENCE MARKS RECOVERED AND FOUND TO BE IN GOOD
 AZ0629'CONDITION.
 AZ0629
 AZ0629                          STATION RECOVERY (1974)
 AZ0629
 AZ0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (IB)
 AZ0629'THE STATION IS LOCATED IN KINNEY CO., TEXAS - ABOUT 12.3 MILES
 AZ0629'NORTH OF BRACKETTVILLE IN THE EAST RIGHT OF WAY FENCE.
 AZ0629'
 AZ0629'TO REACH THE STATION FROM THE JCT. OF U.S. 90 AND F.M. ROADS
 AZ0629'334 AND 674 IN BRACKETTVILLE, GO NORTH 12.3 MILES ALONG FM 674
 AZ0629'TO CURVE AND SLIGHT SUMMIT, 63 FT. E. OF THE CENTER LINE OF
 AZ0629'HIGHWAY.  10 FT. SOUTH OF THE SOUTH END OF A GROUP OF BOULDERS
 AZ0629'IN R.O.W.  19 FEET NNW OF A POWER LINE POLE AND 0.5 FT. E OF THE
 AZ0629'R.O.W. FENCE.  A STD. USC AND GS DISK CEMENTED IN BEDROCK
 AZ0629'APPROX.  0.7 FT. BELOW THE GROUND SURFACE.
 AZ0629'
 AZ0629'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AZ0629'MARK 2 WAS NOT RECOVERED - PRESUMED TO BE COVERED BY DEBRIS OF
 AZ0629'CONSTRUCTION.
 AZ0629'
 AZ0629'AZIMUTH MARK - DESTROYED - HOWEVER, THE DRILL HOLE OF THE
 AZ0629'ORIGINAL MARK WAS RECOVERED AND UTILIZED.
 AZ0629
 AZ0629                          STATION RECOVERY (1996)
 AZ0629
 AZ0629'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0336 ***********************************************************************
 BB0336  DESIGNATION -  PINTO
 BB0336  PID         -  BB0336
 BB0336  STATE/COUNTY-  TX/PRESIDIO
 BB0336  USGS QUAD   -  SIERRA PARDA (1978)
 BB0336
 BB0336                         *CURRENT SURVEY CONTROL
 BB0336  ___________________________________________________________________
 BB0336* NAD 83(1993)-  29 56 38.08279(N)    104 31 57.95551(W)     ADJUSTED  
 BB0336* NAVD 88     -      2211.     (meters)    7254.     (feet)  SCALED    
 BB0336  ___________________________________________________________________
 BB0336  LAPLACE CORR-           9.62  (seconds)                    DEFLEC99
 BB0336  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 BB0336
 BB0336  HORZ ORDER  -  FIRST
 BB0336
 BB0336.The horizontal coordinates were established by classical geodetic methods
 BB0336.and adjusted by the National Geodetic Survey in February 1996..
 BB0336
 BB0336.The orthometric height was scaled from a topographic map.
 BB0336
 BB0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0336
 BB0336.The geoid height was determined by GEOID03.
 BB0336
 BB0336;                    North         East     Units Scale Factor Converg.
 BB0336;SPC TXSC     - 4,246,543.198    66,106.268   MT  0.99991957   -2 42 38.1
 BB0336;SPC TXSC     -13,932,200.48    216,883.65   sFT  0.99991957   -2 42 38.1
 BB0336;UTM  13      - 3,312,662.130   545,089.266   MT  0.99962508   +0 13 59.6
 BB0336
 BB0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0336!SPC TXSC     -   0.99965651  x   0.99991957  =   0.99957611
 BB0336!UTM  13      -   0.99965651  x   0.99962508  =   0.99928172
 BB0336
 BB0336:                Primary Azimuth Mark                     Grid Az
 BB0336:SPC TXSC     -  PINTO AZ MK                              028 18 54.6
 BB0336:UTM  13      -  PINTO AZ MK                              025 22 16.9
 BB0336
 BB0336|---------------------------------------------------------------------|
 BB0336| PID    Reference Object                     Distance      Geod. Az  |
 BB0336|                                                           dddmmss.s |
 BB0336| CI0206 PINTO AZ MK                                        0253616.5 |
 BB0336| CI0207 PINTO RM 1                           12.543 METERS 11018     |
 BB0336| BB0329 LILLIAN                             APPROX.14.5 KM 1394538.8 |
 BB0336| CI0208 PINTO RM 2                            8.321 METERS 32052     |
 BB0336|---------------------------------------------------------------------|
 BB0336
 BB0336                          SUPERSEDED SURVEY CONTROL
 BB0336
 BB0336  NAD 83(1986)-  29 56 38.07494(N)    104 31 57.95416(W) AD(       ) 1
 BB0336  NAD 27      -  29 56 37.48900(N)    104 31 56.22100(W) AD(       ) 1
 BB0336
 BB0336.Superseded values are not recommended for survey control.
 BB0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0336.See file dsdata.txt to determine how the superseded data were derived.
 BB0336
 BB0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4508912662(NAD 83)
 BB0336_MARKER: DS = TRIANGULATION STATION DISK
 BB0336_SETTING: 80 = SET IN A BOULDER
 BB0336_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BB0336
 BB0336  HISTORY     - Date     Condition        Report By
 BB0336  HISTORY     - 1934     MONUMENTED       CGS
 BB0336
 BB0336                          STATION DESCRIPTION
 BB0336
 BB0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0336'ABOUT 9-1/2 MILES SOUTH-SOUTHEAST OF RUIDOSA, 16 MILES NORTHWEST
 BB0336'OF SHAFTER AND 3 MILES SOUTH OF PINTO CANYON.  IT IS ON A
 BB0336'SPUR RIDGE EXTENDING SOUTH FROM THE HIGHEST POINT OF THE WEST
 BB0336'CHINATI MOUNTAINS, ABOUT 0.25 MILE SOUTH OF THE HIGHEST POINT,
 BB0336'IN A BOULDER SURROUNDED ON ALL SIDES BY LOW AND BUSHY JUNIPER
 BB0336'TREES.  IT IS ALSO ABOUT 50 YARDS SOUTHWEST OF A PROMINENT
 BB0336'BOULDER ON THE TOP OF THE FIRST HIGH POINT SOUTH OF THE
 BB0336'HIGHEST PEAK.
 BB0336'
 BB0336'TO REACH FROM RUIDOSA POST OFFICE, GO NORTH 0.05 MILE AND TURN
 BB0336'RIGHT (EAST) ON GRADED ROAD AT STORE, GO 0.45 MILE AND TAKE
 BB0336'LEFT FORK, GO 0.25 MILE TO A LARGE WHITE WOOD TANK ON THE
 BB0336'RIGHT (SOUTH) SIDE OF THE ROAD.  CONTINUE 9.9 MILES ON THE
 BB0336'MAIN-TRAVELED ROAD TO THE PRIETO RANCH IN PINTO CANYON.  END
 BB0336'OF TRUCK TRAVEL.  FROM THE RANCH HOUSE CAN BE SEEN A HIGH
 BB0336'SADDLE ON A MOUNTAIN TO THE SOUTH.  GO SOUTH FROM THE RANCH
 BB0336'HOUSE TOWARD THIS SADDLE, CROSS A LONG FLAT-TOPPED RIDGE,
 BB0336'THEN GO UP LONG HOG-BACK RIDGE TO THE FOOT OF A STEEP
 BB0336'BRUSH-COVERED GREENISH LOOKING RIDGE.  WORK WAY UP THIS
 BB0336'RIDGE TO THE SADDLE THAT CAN BE SEEN FROM THE RANCH HOUSE.
 BB0336'(FROM THIS POINT THE HIGHEST POINT OF THE MOUNTAIN CAN BE
 BB0336'SEEN TO THE SOUTH).  FROM THE SADDLE WORK WAY UP VERY
 BB0336'STEEP RIDGE TO THE HIGHEST POINT OF THE MOUNTAIN.  FROM
 BB0336'THE TOP OF THE HIGHEST POINT THERE CAN BE SEEN TWO
 BB0336'BRUSH-COVERED KNOBS, THE STATION IS LOCATED ON THE
 BB0336'RIGHT AND NEARER KNOB.  THE TRIP FROM THE RANCH TO THE
 BB0336'STATION WAS MADE WITH A HEAVY PACK ON A COOL DAY IN 4 HOURS
 BB0336'AND 20 MINUTES.  THE CLIMB IS VERY LONG AND VERY DIFFICULT
 BB0336'FROM THE BASE OF THE LARGE SADDLE TO THE STATION.
 BB0336'THERE ARE NO TRAILS AND MOST OF THE GOING IS THROUGH HEAVY
 BB0336'BRUSH.  IF THE STATION IS TO BE OCCUPIED AGAIN OR A LIGHT
 BB0336'SHOWN FROM IT, IT IS VERY ADVISABLE TO HAVE TWO
 BB0336'LIGHTKEEPERS ON DUTY AT THIS STATION BECAUSE THE CLIMB IS
 BB0336'SO LONG AND DIFFICULT THAT IT IS NOT SAFE FOR A MAN TO MAKE
 BB0336'THE TRIP ALONE.  IT WAS LEARNED AT THE RANCH THAT HORSES CAN
 BB0336'BE GOTTEN TO THE STATION BY GOING TO THE EAST AND SOUTH OF
 BB0336'THE MOUNTAIN.  HOWEVER, THIS INVOLVES THE SECURING OF PERMISSION
 BB0336'FOR TRAVELING OVER A RANCH OWNED BY R.L. STEVENSON WHO LIVES
 BB0336'15 MILES SOUTH OF RUIDOSA.  THE TRIP WITH HORSES REQUIRES
 BB0336'FROM 6 TO 7 HOURS.
 BB0336'
 BB0336'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BB0336'DISKS SET IN BOULDERS.
 BB0336'
 BB0336'AZIMUTH MARK IS NORTH OF THE STATION, ON THE SOUTH SLOPE OF
 BB0336'THE HIGHEST POINT OF THE MOUNTAIN.  THE BOULDER IN WHICH IT
 BB0336'IS SET IS VERY PROMINENT AND IS EASILY SEEN IN SPITE OF THE
 BB0336'FACT THAT THE MOUNTAIN IS COVERED WITH JUNIPER TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0981 ***********************************************************************
 CR0981  DESIGNATION -  PIONEER
 CR0981  PID         -  CR0981
 CR0981  STATE/COUNTY-  TX/VAN ZANDT
 CR0981  USGS QUAD   -  EDGEWOOD (1981)
 CR0981
 CR0981                         *CURRENT SURVEY CONTROL
 CR0981  ___________________________________________________________________
 CR0981* NAD 83(1993)-  32 42 04.57301(N)    095 59 37.80697(W)     ADJUSTED  
 CR0981* NAVD 88     -       166.483  (meters)     546.20   (feet)  ADJUSTED  
 CR0981  ___________________________________________________________________
 CR0981  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CR0981  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0981  DYNAMIC HT  -         166.296 (meters)     545.59  (feet)  COMP
 CR0981  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 CR0981
 CR0981  HORZ ORDER  -  SECOND
 CR0981  VERT ORDER  -  SECOND    CLASS 0
 CR0981
 CR0981.The horizontal coordinates were established by classical geodetic methods
 CR0981.and adjusted by the National Geodetic Survey in February 1996..
 CR0981
 CR0981.The orthometric height was determined by differential leveling
 CR0981.and adjusted by the National Geodetic Survey in June 1991..
 CR0981
 CR0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0981
 CR0981.The geoid height was determined by GEOID03.
 CR0981
 CR0981.The dynamic height is computed by dividing the NAVD 88
 CR0981.geopotential number by the normal gravity value computed on the
 CR0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0981.degrees latitude (g = 980.6199 gals.).
 CR0981
 CR0981.The modeled gravity was interpolated from observed gravity values.
 CR0981
 CR0981;                    North         East     Units Scale Factor Converg.
 CR0981;SPC TXNC     - 2,117,529.801   834,947.372   MT  0.99989120   +1 22 00.7
 CR0981;SPC TXNC     - 6,947,262.36  2,739,323.17   sFT  0.99989120   +1 22 00.7
 CR0981;UTM  15      - 3,622,134.269   219,336.161   MT  1.00057144   -1 37 06.6
 CR0981;UTM  14      - 3,622,167.008   781,820.136   MT  1.00057946   +1 37 30.6
 CR0981
 CR0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0981!SPC TXNC     -   0.99997787  x   0.99989120  =   0.99986907
 CR0981!UTM  15      -   0.99997787  x   1.00057144  =   1.00054929
 CR0981!UTM  14      -   0.99997787  x   1.00057946  =   1.00055731
 CR0981
 CR0981:                Primary Azimuth Mark                     Grid Az
 CR0981:SPC TXNC     -  PIONEER AZ MK                            090 54 52.7
 CR0981:UTM  15      -  PIONEER AZ MK                            093 54 00.0
 CR0981:UTM  14      -  PIONEER AZ MK                            090 39 22.8
 CR0981
 CR0981|---------------------------------------------------------------------|
 CR0981| PID    Reference Object                     Distance      Geod. Az  |
 CR0981|                                                           dddmmss.s |
 CR0981| CR1054 PIONEER AZ MK                                      0921653.4 |
 CR0981| CY2834 PIONEER RM 1                         49.414 METERS 09859     |
 CR0981| CY2835 PIONEER RM 2                         59.585 METERS 12855     |
 CR0981|---------------------------------------------------------------------|
 CR0981
 CR0981                          SUPERSEDED SURVEY CONTROL
 CR0981
 CR0981  NAD 83(1986)-  32 42 04.58050(N)    095 59 37.79286(W) AD(       ) 2
 CR0981  NAD 27      -  32 42 04.11500(N)    095 59 36.91400(W) AD(       ) 2
 CR0981  NGVD 29 (??/??/92)  166.493  (m)          546.24   (f) ADJ UNCH    2 0
 CR0981
 CR0981.Superseded values are not recommended for survey control.
 CR0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0981.See file dsdata.txt to determine how the superseded data were derived.
 CR0981
 CR0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS1933622134(NAD 83)
 CR0981_MARKER: DS = TRIANGULATION STATION DISK
 CR0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0981_STAMPING: PIONEER 1949
 CR0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0981+STABILITY: SURFACE MOTION
 CR0981
 CR0981  HISTORY     - Date     Condition        Report By
 CR0981  HISTORY     - 1949     MONUMENTED       CGS
 CR0981  HISTORY     - 1951     GOOD             CGS
 CR0981  HISTORY     - 1952     GOOD             CGS
 CR0981  HISTORY     - 1952     GOOD             NGS
 CR0981  HISTORY     - 1955     GOOD             TXHD
 CR0981  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CR0981  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CR0981  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CR0981  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR0981  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0981
 CR0981                          STATION DESCRIPTION
 CR0981
 CR0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR0981'STATION IS LOCATED ABOUT 1 MILE EAST OF THE VILLAGE OF WILLS
 CR0981'POINT AND IN THE WESTERN POINT OF A TRIANGLE-SHAPED PARKING
 CR0981'FORMED BY THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE
 CR0981'HIGHWAY 64 AND A CONNECTING ROAD.  IT IS ABOUT 198 FEET WEST
 CR0981'OF AN OLD PIONEER CABIN, PRESERVED AS A MONUMENT, 66 FEET EAST
 CR0981'OF THE WESTERN-MOST POINT OF THE TRIANGLE, 38 FEET SOUTH
 CR0981'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 80 AND 39
 CR0981'FEET NORTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 CR0981'64.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 CR0981'STAMPED, PIONEER 1949.
 CR0981'
 CR0981'REFERENCE MARK NO. 1 IS NEAR THE NORTH SIDE OF THE TRIANGLE-PARKING,
 CR0981'35 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 CR0981'80 AND 51 FEET NORTHWEST OF THE NORTH CHIMNEY OF THE OLD
 CR0981'CABIN.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 CR0981'STAMPED, PIONEER NO. 1 1949.
 CR0981'
 CR0981'REFERENCE MARK NO. 2 IS IN THE SOUTHEAST CORNER OF THE
 CR0981'TRIANGLE-PARKING, ABOUT 27 FEET SOUTHWEST OF THE SOUTH CHIMNEY
 CR0981'OF THE OLD CABIN AND ABOUT 33 FEET WEST OF THE SOUTHEAST
 CR0981'CORNER OF THE TRIANGLE-SHAPED PARKING.  THE MARK IS FLUSH
 CR0981'WITH THE SURFACE OF THE GROUND AND THE DISC IS STAMPED,
 CR0981'PIONEER NO 2 1949.
 CR0981'
 CR0981'BENCH MARK R-480 IS NEAR THE SOUTHWEST CORNER OF THE OLD
 CR0981'PIONEER CABIN AND 2-1/2 FEET WEST OF THE SOUTH CHIMNEY OF
 CR0981'THE CABIN.  THE MARK IS A ROUND CONCRETE POST THAT IS FLUSH
 CR0981'WITH THE GROUND AND MARKED WITH A STANDARD US C AND GS BENCH
 CR0981'MARK DISK THAT IS STAMPED, R-480 1948.
 CR0981'
 CR0981'AZIMUTH MARK IS ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 CR0981'80, 48 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 CR0981'2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE AND 4-1/2 FEET
 CR0981'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 CR0981'AND THE DISK IS STAMPED, PIONEER 1949.
 CR0981'
 CR0981'STATION WAS REACHED FROM THE STREET INTERSECTION, ON U.S.
 CR0981'HIGHWAY 80, JUST EAST OF THE RAILROAD STATION IN WILLS
 CR0981'POINT, BY GOING EAST ON U.S. HIGHWAY 80 FOR 1.0 MILE TO THE
 CR0981'TRIANGLE SHAPED PARKING AND PIONEER CABIN, MENTIONED ABOVE
 CR0981'AND THE STATION SITE.
 CR0981'
 CR0981'TO REACH THE AZIMUTH MARK, CONTINUE EASTERLY ON U.S. HIGHWAY
 CR0981'80 FOR 0.55 MILE TO THE MARK ON THE LEFT.
 CR0981'
 CR0981'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR0981
 CR0981                          STATION RECOVERY (1951)
 CR0981
 CR0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CR0981'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CR0981'AS DESCRIBED.  THE INTERSECTION OF THE HIGHWAYS AT THE SITE
 CR0981'OF THE STATION HAS BEEN REBUILT.  THE PIONEER CABIN HAS BEEN
 CR0981'REMOVED AND THE NORTH BOUND TRAFFIC OF HIGHWAY NO. 64 PASSES
 CR0981'OVER THE SITE OF THE OLD CABIN.  BOTH REFERENCE MARKS SET
 CR0981'IN 1949 AND THE BENCH MARK R 480 WERE REMOVED AND NEW MARKS
 CR0981'SET IN 1951.
 CR0981'
 CR0981'R.M. NO. 3, 1951 IS A STANDARD DISK SET IN A CONCRETE MONUMENT,
 CR0981'STAMPED PIONEER 1949 NO. 3 1951.  IT IS NEAR THE NORTH EAST
 CR0981'CORNER OF THE SMALL PARK IN THE HIGHWAY INTERSECTION, 33
 CR0981'FEET SOUTH OF THE CENTERLINE OF HIGHWAY NO. 80, AND AT THE
 CR0981'SOUTH SIDE OF THE EAST END OF THE ORNAMENTAL HEDGE.  IT
 CR0981'PROJECTS ABOUT 3 INCHES.
 CR0981'
 CR0981'R.M. NO. 2, 1951 IS A STANDARD BENCH MARK DISK STAMPED R 480
 CR0981'RESET 1951 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT
 CR0981'3 INCHES.  IT IS IN THE SOUTH EAST CORNER OF THE SMALL PARK,
 CR0981'35 FEET NORTH OF THE CENTERLINE OF THE SOUTHEAST BOUND TRAFFIC
 CR0981'OF HIGHWAY NO. 64 AND AT THE NORTH SIDE OF THE SOUTHEAST
 CR0981'END OF THE ORNAMENTAL HEDGE ROW.
 CR0981
 CR0981                          STATION RECOVERY (1952)
 CR0981
 CR0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CR0981'1.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE TEXAS AND
 CR0981'PACIFIC RAILROAD STATION AT WILLS POINT, AT A JUNCTION WITH
 CR0981'STATE HIGHWAY 64, 38.2 FEET SOUTH OF THE CENTER LINE OF U.S.
 CR0981'HIGHWAY 80, 41 FEET NORTHEAST OF THE CENTER LINE OF STATE
 CR0981'HIGHWAY 64, 1.5 FEET WEST OF A WITNESS POST, A TRIANGULATION
 CR0981'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 CR0981'WITH THE GROUND, STAMPED PIONEER 1949.
 CR0981'
 CR0981'PIONEER R.M. 3 1951 IS 63.8 FEET EAST OF TRIANGULATION STATION
 CR0981'PIONEER 1949, 37.7 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 CR0981'80, 3 FEET EAST OF THE EAST END OF A ROW OF EVERGREEN BUSHES,
 CR0981'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CR0981'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED PIONEER NO 3
 CR0981'1949 1951.
 CR0981'
 CR0981'PIONEER 1949 AZIMUTH IS 0.5 MILE EAST OF TRIANGULATION STATION
 CR0981'PIONEER 1949, 102 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 CR0981'LEADING TO A HOUSE, 48 FEET NORTH OF THE CENTER LINE OF THE
 CR0981'HIGHWAY, 2 FEET SOUTH OF A FENCE, 4.6 FEET WEST OF A WITNESS
 CR0981'POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 CR0981'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED PIONEER
 CR0981'1949.
 CR0981
 CR0981                          STATION RECOVERY (1952)
 CR0981
 CR0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CR0981'1.1 MI E FROM WILLS POINT.
 CR0981'1.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE TEXAS AND PACIFIC
 CR0981'RAILROAD STATION AT WILLS POINT, AT A JUNCTION WITH STATE HIGHWAY 64,
 CR0981'38.2 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 41 FEET
 CR0981'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 64, 1.5 FEET WEST OF A
 CR0981'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 CR0981'THE GROUND.
 CR0981
 CR0981                          STATION RECOVERY (1955)
 CR0981
 CR0981'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CR0981'STATION RECOVERED.  STATION 38.4 FT SOUTH OF U.S. 80.  R.M.
 CR0981'3 RECOVERED.
 CR0981
 CR0981                          STATION RECOVERY (1986)
 CR0981
 CR0981'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CR0981'MARK NOT FOUND.
 CR0981
 CR0981                          STATION RECOVERY (1988)
 CR0981
 CR0981'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CR0981'MARK NOT FOUND.
 CR0981
 CR0981                          STATION RECOVERY (1988)
 CR0981
 CR0981'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR0981'MARK NOT FOUND.
 CR0981
 CR0981                          STATION RECOVERY (1993)
 CR0981
 CR0981'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0981'MARK NOT FOUND.
 CR0981
 CR0981                          STATION RECOVERY (1995)
 CR0981
 CR0981'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0852 ***********************************************************************
 CT0852  DESIGNATION -  PIONEER
 CT0852  PID         -  CT0852
 CT0852  STATE/COUNTY-  TX/TAYLOR
 CT0852  USGS QUAD   -  ABILENE WEST (1987)
 CT0852
 CT0852                         *CURRENT SURVEY CONTROL
 CT0852  ___________________________________________________________________
 CT0852* NAD 83(1993)-  32 27 09.61025(N)    099 47 10.62494(W)     ADJUSTED  
 CT0852* NAVD 88     -       524.419  (meters)    1720.53   (feet)  ADJUSTED  
 CT0852  ___________________________________________________________________
 CT0852  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CT0852  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CT0852  DYNAMIC HT  -         523.740 (meters)    1718.30  (feet)  COMP
 CT0852  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 CT0852
 CT0852  HORZ ORDER  -  THIRD
 CT0852  VERT ORDER  -  FIRST     CLASS II
 CT0852
 CT0852.The horizontal coordinates were established by classical geodetic methods
 CT0852.and adjusted by the National Geodetic Survey in February 1996..
 CT0852
 CT0852.The orthometric height was determined by differential leveling
 CT0852.and adjusted by the National Geodetic Survey in June 1991..
 CT0852
 CT0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0852
 CT0852.The geoid height was determined by GEOID03.
 CT0852
 CT0852.The dynamic height is computed by dividing the NAVD 88
 CT0852.geopotential number by the normal gravity value computed on the
 CT0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0852.degrees latitude (g = 980.6199 gals.).
 CT0852
 CT0852.The modeled gravity was interpolated from observed gravity values.
 CT0852
 CT0852;                    North         East     Units Scale Factor Converg.
 CT0852;SPC TXNC     - 2,087,901.057   479,067.726   MT  0.99992688   -0 42 05.5
 CT0852;SPC TXNC     - 6,850,055.38  1,571,741.36   sFT  0.99992688   -0 42 05.5
 CT0852;UTM  14      - 3,590,884.608   426,097.415   MT  0.99966735   -0 25 19.0
 CT0852
 CT0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0852!SPC TXNC     -   0.99992202  x   0.99992688  =   0.99984891
 CT0852!UTM  14      -   0.99992202  x   0.99966735  =   0.99958940
 CT0852
 CT0852:                Primary Azimuth Mark                     Grid Az
 CT0852:SPC TXNC     -  ABILENE MID CONTL SUPPLY MAST            052 51 05.9
 CT0852:UTM  14      -  ABILENE MID CONTL SUPPLY MAST            052 34 19.4
 CT0852
 CT0852|---------------------------------------------------------------------|
 CT0852| PID    Reference Object                     Distance      Geod. Az  |
 CT0852|                                                           dddmmss.s |
 CT0852| CT1117 ABILENE MID CONTL SUPPLY MAST       APPROX. 4.4 KM 0520900.4 |
 CT0852| CX7946 PIONEER RM 1                         13.054 METERS 08702     |
 CT0852| CX7947 PIONEER RM 2                         17.545 METERS 19333     |
 CT0852| CT1135 AIRPORT BCN DYESS AFB ABILENE       APPROX. 5.6 KM 2395000.0 |
 CT0852| CX7945 PIONEER AZ MK                                      2750642.2 |
 CT0852|---------------------------------------------------------------------|
 CT0852
 CT0852                          SUPERSEDED SURVEY CONTROL
 CT0852
 CT0852  NAD 83(1986)-  32 27 09.61656(N)    099 47 10.61316(W) AD(       ) 3
 CT0852  NAD 27      -  32 27 09.16780(N)    099 47 09.28830(W) AD(       ) 3
 CT0852
 CT0852.Superseded values are not recommended for survey control.
 CT0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0852.See file dsdata.txt to determine how the superseded data were derived.
 CT0852
 CT0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2609790885(NAD 83)
 CT0852_MARKER: DS = TRIANGULATION STATION DISK
 CT0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0852_SP_SET: CONCRETE POST
 CT0852_STAMPING: PIONEER 1961
 CT0852_MARK LOGO: CGS   
 CT0852_PROJECTION: PROJECTING 5 CENTIMETERS
 CT0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0852+STABILITY: SURFACE MOTION
 CT0852
 CT0852  HISTORY     - Date     Condition        Report By
 CT0852  HISTORY     - 1961     MONUMENTED       CGS
 CT0852  HISTORY     - 1969     GOOD             CGS
 CT0852  HISTORY     - 1976     GOOD             TXHD
 CT0852  HISTORY     - 1982     GOOD             NGS
 CT0852  HISTORY     - 19940803 GOOD             USPSQD
 CT0852  HISTORY     - 20011013 GOOD             USPSQD
 CT0852
 CT0852                          STATION DESCRIPTION
 CT0852
 CT0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0852'THE STATION IS LOCATED ON THE WEST SIDE OF ABILENE BELOW
 CT0852'AND JUST WEST OF THE OVERPASS JUNCTION OF U.S. HIGHWAYS 83,
 CT0852'277 AND U.S. HIGHWAY 80, ON THE RIGHT-OF-WAY OF HIGHWAY 80,
 CT0852'BETWEEN THE HIGHWAY AND RAILROAD TRACKS.
 CT0852'
 CT0852'STATION MARKS ARE STANDARD DISKS STAMPED PIONEER 1961.  THE
 CT0852'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 CT0852'THE SURFACE OF THE GROUND.  IT IS 82 FEET NORTH OF THE CENTER
 CT0852'LINE OF THE WEST BOUND LANE OF HIGHWAY 80, 60.5 FEET NORTH
 CT0852'OF THE GUARD RAIL ON THE NORTH SIDE OF HIGHWAY 80, 46 FEET
 CT0852'WEST OF THE WEST ONE OF A LINE OF FOUR CONCRETE PILLARS (THIRD
 CT0852'LINE FROM THE NORTH END) WHICH SUPPORTS THE UNDERPASS AND 31
 CT0852'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TWO RAILROAD
 CT0852'TRACKS.
 CT0852'
 CT0852'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PIONEER NO 1
 CT0852'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 CT0852'IT IS 25 FEET SOUTH OF THE SOUTH RAIL AND 3 FEET WEST OF THE
 CT0852'CONCRETE PILLAR.
 CT0852'
 CT0852'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PIONEER NO 2
 CT0852'1961, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CT0852'OF THE GROUND.  IT IS 83 FEET SOUTHWEST OF THE CONCRETE PILLAR,
 CT0852'3.5 FEET NORTH OF THE GUARD RAIL AND 2 FEET EAST OF A METAL
 CT0852'TRAFFIC SIGN.
 CT0852'
 CT0852'AZIMUTH MARK IS A STANDARD DISK STAMPED PIONEER 1961, SET IN
 CT0852'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 91 FEET
 CT0852'NORTH OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF
 CT0852'HIGHWAY 80, 19 FEET SOUTH OF THE SOUTH RAIL, 3 FEET EAST OF
 CT0852'MILEPOST 410 AND 2.7 FEET NORTH OF A METAL WITNESS POST.
 CT0852'
 CT0852'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 CT0852'HIGHWAY 80 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CT0852'
 CT0852'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT0852
 CT0852                          STATION RECOVERY (1969)
 CT0852
 CT0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CT0852'ALL MARKS FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH THE
 CT0852'FOLLOWING CHANGES.
 CT0852'
 CT0852'THE STATION MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 CT0852'
 CT0852'REFERENCE MARK 1 IS NOW FLUSH.
 CT0852'
 CT0852'REFERENCE MARK 2 IS 3 INCHES UNDERGROUND, 55 FEET WEST OF THE WEST OF
 CT0852'4 CONCRETE PILLARS (3RD ROW FROM THE SOUTH), 26 FEET NORTH OF THE
 CT0852'CENTERLINE OF THE WEST BOUND LANE OF THE HIGHWAY AND THE TRAFFIC
 CT0852'SIGN IS GONE.
 CT0852'
 CT0852'THE AZIMUTH MARK AS DESCRIBED.
 CT0852'
 CT0852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST EDGE OF
 CT0852'ABILENE.
 CT0852
 CT0852                          STATION RECOVERY (1976)
 CT0852
 CT0852'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1976 (CLJ)
 CT0852'PIONEER 1961 RECOVERED GOOD.
 CT0852'
 CT0852'AZIMUTH MARK RECOVERED GOOD.
 CT0852'
 CT0852'RMS NOT SEARCHED FOR.
 CT0852'
 CT0852'THE 1961 DESCRIPTION IS ADEQUATE FOR RELOCATING MONUMENTS.
 CT0852'
 CT0852'DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST EDGE OF ABILENE.
 CT0852
 CT0852                          STATION RECOVERY (1982)
 CT0852
 CT0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0852'4.8 KM (3.0 MI) WEST FROM ABILENE.
 CT0852'4.8 KM (3.0 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0852'STATION IN ABILENE, 25.0 METERS (82.0 FT) NORTH OF THE CENTERLINE OF
 CT0852'THE WEST BOUND LANES OF U. S. HIGHWAY 80, 9.4 METERS (30.8 FT) SOUTH
 CT0852'OF THE NEAR RAIL AND 9.3 METERS (30.5 FT) WEST OF THE MOST WESTERLY 1
 CT0852'OF 6 PIERS IN THE FOURTH SET OF PIERS OF AN OVERPASS.
 CT0852'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CT0852
 CT0852                          STATION RECOVERY (1994)
 CT0852
 CT0852'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0852'RECOVERED IN GOOD CONDITION.
 CT0852
 CT0852                          STATION RECOVERY (2001)
 CT0852
 CT0852'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1054 ***********************************************************************
 CR1054  DESIGNATION -  PIONEER AZ MK
 CR1054  PID         -  CR1054
 CR1054  STATE/COUNTY-  TX/VAN ZANDT
 CR1054  USGS QUAD   -  EDGEWOOD (1981)
 CR1054
 CR1054                         *CURRENT SURVEY CONTROL
 CR1054  ___________________________________________________________________
 CR1054* NAD 83(1986)-  32 42 03.     (N)    095 59 06.     (W)     SCALED    
 CR1054* NAVD 88     -       163.060  (meters)     534.97   (feet)  ADJUSTED  
 CR1054  ___________________________________________________________________
 CR1054  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CR1054  DYNAMIC HT  -         162.876 (meters)     534.37  (feet)  COMP
 CR1054  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 CR1054
 CR1054  VERT ORDER  -  SECOND    CLASS 0
 CR1054
 CR1054.The horizontal coordinates were scaled from a topographic map and have
 CR1054.an estimated accuracy of +/- 6 seconds.
 CR1054
 CR1054.The orthometric height was determined by differential leveling
 CR1054.and adjusted by the National Geodetic Survey in June 1991..
 CR1054
 CR1054.The geoid height was determined by GEOID03.
 CR1054
 CR1054.The dynamic height is computed by dividing the NAVD 88
 CR1054.geopotential number by the normal gravity value computed on the
 CR1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1054.degrees latitude (g = 980.6199 gals.).
 CR1054
 CR1054.The modeled gravity was interpolated from observed gravity values.
 CR1054
 CR1054;                    North         East    Units  Estimated Accuracy
 CR1054;SPC TXNC     - 2,117,500.      835,780.      MT  (+/- 180 meters Scaled)
 CR1054
 CR1054                          SUPERSEDED SURVEY CONTROL
 CR1054
 CR1054  NGVD 29 (??/??/92)  163.070  (m)          535.01   (f) ADJ UNCH    2 0
 CR1054
 CR1054.Superseded values are not recommended for survey control.
 CR1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1054.See file dsdata.txt to determine how the superseded data were derived.
 CR1054
 CR1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS201220(NAD 83)
 CR1054_MARKER: DZ = AZIMUTH MARK DISK
 CR1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1054_STAMPING: PIONEER 1949
 CR1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1054+STABILITY: SURFACE MOTION
 CR1054
 CR1054  HISTORY     - Date     Condition        Report By
 CR1054  HISTORY     - 1949     MONUMENTED       CGS
 CR1054  HISTORY     - 1952     GOOD             NGS
 CR1054  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CR1054  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CR1054  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR1054  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1054
 CR1054                          STATION DESCRIPTION
 CR1054
 CR1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CR1054'1.6 MI E FROM WILLS POINT.
 CR1054'1.6 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE TEXAS AND PACIFIC
 CR1054'RAILROAD STATION AT WILLS POINT, 0.5 MILE EAST OF TRIANGULATION
 CR1054'STATION PIONEER 1949, 102 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 CR1054'LEADING TO A HOUSE, 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2
 CR1054'FEET SOUTH OF A FENCE, 4.6 FEET WEST OF A WITNESS POST, SET IN THE TOP
 CR1054'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CR1054
 CR1054                          STATION RECOVERY (1986)
 CR1054
 CR1054'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CR1054'MARK NOT FOUND.
 CR1054
 CR1054                          STATION RECOVERY (1988)
 CR1054
 CR1054'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR1054'MARK NOT FOUND.
 CR1054
 CR1054                          STATION RECOVERY (1993)
 CR1054
 CR1054'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR1054'MARK NOT FOUND.
 CR1054
 CR1054                          STATION RECOVERY (1995)
 CR1054
 CR1054'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0982 ***********************************************************************
 CR0982  DESIGNATION -  PIONEER RM 3
 CR0982  PID         -  CR0982
 CR0982  STATE/COUNTY-  TX/VAN ZANDT
 CR0982  USGS QUAD   -  EDGEWOOD (1981)
 CR0982
 CR0982                         *CURRENT SURVEY CONTROL
 CR0982  ___________________________________________________________________
 CR0982* NAD 83(1986)-  32 42 04.     (N)    095 59 37.     (W)     SCALED    
 CR0982* NAVD 88     -       166.612  (meters)     546.63   (feet)  ADJUSTED  
 CR0982  ___________________________________________________________________
 CR0982  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0982  DYNAMIC HT  -         166.424 (meters)     546.01  (feet)  COMP
 CR0982  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 CR0982
 CR0982  VERT ORDER  -  SECOND    CLASS 0
 CR0982
 CR0982.The horizontal coordinates were scaled from a topographic map and have
 CR0982.an estimated accuracy of +/- 6 seconds.
 CR0982
 CR0982.The orthometric height was determined by differential leveling
 CR0982.and adjusted by the National Geodetic Survey in June 1991..
 CR0982
 CR0982.The geoid height was determined by GEOID03.
 CR0982
 CR0982.The dynamic height is computed by dividing the NAVD 88
 CR0982.geopotential number by the normal gravity value computed on the
 CR0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0982.degrees latitude (g = 980.6199 gals.).
 CR0982
 CR0982.The modeled gravity was interpolated from observed gravity values.
 CR0982
 CR0982;                    North         East    Units  Estimated Accuracy
 CR0982;SPC TXNC     - 2,117,510.      834,970.      MT  (+/- 180 meters Scaled)
 CR0982
 CR0982                          SUPERSEDED SURVEY CONTROL
 CR0982
 CR0982  NGVD 29 (??/??/92)  166.622  (m)          546.66   (f) ADJ UNCH    2 0
 CR0982
 CR0982.Superseded values are not recommended for survey control.
 CR0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0982.See file dsdata.txt to determine how the superseded data were derived.
 CR0982
 CR0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS193221(NAD 83)
 CR0982_MARKER: DR = REFERENCE MARK DISK
 CR0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0982_STAMPING: PIONEER NO 3 1949 1951
 CR0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0982+STABILITY: SURFACE MOTION
 CR0982
 CR0982  HISTORY     - Date     Condition        Report By
 CR0982  HISTORY     - 1951     MONUMENTED       CGS
 CR0982  HISTORY     - 1952     GOOD             NGS
 CR0982  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CR0982  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR0982  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0982
 CR0982                          STATION DESCRIPTION
 CR0982
 CR0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CR0982'1.1 MI E FROM WILLS POINT.
 CR0982'1.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE TEXAS AND PACIFIC
 CR0982'RAILROAD STATION AT WILLS POINT, AT A JUNCTION WITH STATE HIGHWAY 64,
 CR0982'37.7 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 63.8 FEET EAST
 CR0982'OF TRIANGULATION STATION PIONEER 1949, 3 FEET EAST OF THE EAST END OF
 CR0982'A ROW OF EVERGREEN BUSHES, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0982'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CR0982
 CR0982                          STATION RECOVERY (1986)
 CR0982
 CR0982'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CR0982'MARK NOT FOUND.
 CR0982
 CR0982                          STATION RECOVERY (1993)
 CR0982
 CR0982'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0982'MARK NOT FOUND.
 CR0982
 CR0982                          STATION RECOVERY (1995)
 CR0982
 CR0982'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1979 ***********************************************************************
 AY1979  DESIGNATION -  PIPE
 AY1979  PID         -  AY1979
 AY1979  STATE/COUNTY-  TX/BANDERA
 AY1979  USGS QUAD   -  TURKEY KNOB (1982)
 AY1979
 AY1979                         *CURRENT SURVEY CONTROL
 AY1979  ___________________________________________________________________
 AY1979* NAD 83(1993)-  29 45 08.22854(N)    098 57 23.88061(W)     ADJUSTED  
 AY1979* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 AY1979  ___________________________________________________________________
 AY1979  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AY1979  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AY1979
 AY1979  HORZ ORDER  -  SECOND
 AY1979
 AY1979.The horizontal coordinates were established by classical geodetic methods
 AY1979.and adjusted by the National Geodetic Survey in February 1996..
 AY1979
 AY1979.The orthometric height was scaled from a topographic map.
 AY1979
 AY1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1979
 AY1979.The geoid height was determined by GEOID03.
 AY1979
 AY1979;                    North         East     Units Scale Factor Converg.
 AY1979;SPC TXSC     - 4,212,673.096   604,194.162   MT  0.99988968   +0 01 16.5
 AY1979;SPC TXSC     -13,821,078.32  1,982,260.35   sFT  0.99988968   +0 01 16.5
 AY1979;UTM  14      - 3,291,337.905   504,192.947   MT  0.99960022   +0 01 17.5
 AY1979
 AY1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1979!SPC TXSC     -   0.99991321  x   0.99988968  =   0.99980290
 AY1979!UTM  14      -   0.99991321  x   0.99960022  =   0.99951347
 AY1979
 AY1979:                Primary Azimuth Mark                     Grid Az
 AY1979:SPC TXSC     -  PIPE AZ MK                               000 52 17.3
 AY1979:UTM  14      -  PIPE AZ MK                               000 52 16.3
 AY1979
 AY1979|---------------------------------------------------------------------|
 AY1979| PID    Reference Object                     Distance      Geod. Az  |
 AY1979|                                                           dddmmss.s |
 AY1979| CV5130 PIPE AZ MK                                         0005333.8 |
 AY1979| CV5131 PIPE RM 1                            13.361 METERS 25633     |
 AY1979| CV5132 PIPE RM 2                            11.318 METERS 34103     |
 AY1979|---------------------------------------------------------------------|
 AY1979
 AY1979                          SUPERSEDED SURVEY CONTROL
 AY1979
 AY1979  NAD 83(1986)-  29 45 08.23362(N)    098 57 23.86550(W) AD(       ) 2
 AY1979  NAD 27      -  29 45 07.42820(N)    098 57 22.75150(W) AD(       ) 2
 AY1979
 AY1979.Superseded values are not recommended for survey control.
 AY1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1979.See file dsdata.txt to determine how the superseded data were derived.
 AY1979
 AY1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT0419391338(NAD 83)
 AY1979_MARKER: DS = TRIANGULATION STATION DISK
 AY1979_SETTING: 66 = SET IN ROCK OUTCROP
 AY1979
 AY1979  HISTORY     - Date     Condition        Report By
 AY1979  HISTORY     - 1956     MONUMENTED       CGS
 AY1979
 AY1979                          STATION DESCRIPTION
 AY1979
 AY1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1979'THE STATION IS LOCATED NEAR THE SOUTH END OF A PROMINENT
 AY1979'WOODED RIDGE, ABOUT 8 MILES NORTHEAST OF BANDERA AND ABOUT
 AY1979'3 MILES NORTHWEST OF PIPE CREEK.  THE PROPERTY IS OWNED BY
 AY1979'MR. J.B. EDWARDS.
 AY1979'
 AY1979'TO REACH THE STATION FROM THE POST OFFICE IN BANDERA, GO
 AY1979'EASTERLY ON STATE HIGHWAY 16 FOR 4.2 MILES TO A ROADSIDE PARK
 AY1979'ON THE RIGHT, CONTINUE ON THE HIGHWAY FOR 3.75 MILES TO THE
 AY1979'HOME OF MR. L.J. EDWARDS ON THE LEFT, THEN LEFT (PASSING
 AY1979'THE EAST SIDE OF THE WHITE FRAME HOUSE) PASS THROUGH A BOARD
 AY1979'GATE AND FOLLOW A TRACK ROAD (NORTHERLY) FOR 0.65 MILE TO
 AY1979'A GATE, PASS THROUGH THE GATE AND CONTINUE FOR 0.5 MILE TO
 AY1979'A GATE, PASS THROUGH THE GATE AND CONTINUE FOR 0.6 MILE TO A
 AY1979'DIM FORK, THEN LEFT ROAD (UP A DRAW) FOR 0.35 MILE TO A GATE,
 AY1979'PASS THROUGH THE GATE AND CONTINUE WESTERLY FOR 0.25 MILE TO
 AY1979'A SADDLE AT THE TOP OF A DIVIDE AND THE END OF TRUCK TRAVEL
 AY1979'(THE AZIMUTH MARK IS ABOUT 150 YARDS NORTH OF THIS POINT).
 AY1979'PACK SOUTH FOR ABOUT 0.2 MILE TO THE HIGHEST POINT AND
 AY1979'THE STATION.
 AY1979'
 AY1979'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 AY1979'PIPE 1956.
 AY1979'
 AY1979'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1979'STAMPED PIPE NO 1 1956.
 AY1979'
 AY1979'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1979'STAMPED PIPE NO 2 1956.
 AY1979'
 AY1979'THE AZIMUTH MARK IS 3 FEET NORTHEAST OF A 4 IN X 4 IN WHITE
 AY1979'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 AY1979'DISK IS STAMPED PIPE 1956.
 AY1979'
 AY1979'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6270 ***********************************************************************
 AW6270  DESIGNATION -  PIPE
 AW6270  PID         -  AW6270
 AW6270  STATE/COUNTY-  TX/HARRIS
 AW6270  USGS QUAD   -  JACINTO CITY (1982)
 AW6270
 AW6270                         *CURRENT SURVEY CONTROL
 AW6270  ___________________________________________________________________
 AW6270* NAD 83(1993)-  29 49 05.83497(N)    095 09 30.01349(W)     ADJUSTED  
 AW6270* NAVD 88     -        10.80   (+/-2cm)      35.4    (feet)  VERTCON   
 AW6270  ___________________________________________________________________
 AW6270  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW6270  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6270
 AW6270  HORZ ORDER  -  FIRST
 AW6270  VERT ORDER  -  THIRD ? (See Below)
 AW6270
 AW6270.The horizontal coordinates were established by classical geodetic methods
 AW6270.and adjusted by the National Geodetic Survey in February 1996..
 AW6270
 AW6270.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6270.The vertical order pertains to the NGVD 29 superseded value.
 AW6270
 AW6270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6270
 AW6270.The geoid height was determined by GEOID03.
 AW6270
 AW6270;                    North         East     Units Scale Factor Converg.
 AW6270;SPC TXSC     - 4,226,085.595   971,236.818   MT  0.99989871   +1 52 55.5
 AW6270;SPC TXSC     -13,865,082.49  3,186,466.13   sFT  0.99989871   +1 52 55.5
 AW6270;UTM  15      - 3,300,604.410   291,430.065   MT  1.00013675   -1 04 25.0
 AW6270
 AW6270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6270!SPC TXSC     -   1.00000258  x   0.99989871  =   0.99990129
 AW6270!UTM  15      -   1.00000258  x   1.00013675  =   1.00013933
 AW6270
 AW6270:                Primary Azimuth Mark                     Grid Az
 AW6270:SPC TXSC     -  PIPE AZ MK                               097 21 03.3
 AW6270:UTM  15      -  PIPE AZ MK                               100 18 23.8
 AW6270
 AW6270|---------------------------------------------------------------------|
 AW6270| PID    Reference Object                     Distance      Geod. Az  |
 AW6270|                                                           dddmmss.s |
 AW6270| CV6663 PIPE AZ MK                                         0991358.8 |
 AW6270| CV6664 PIPE RM 1                            29.262 METERS 11517     |
 AW6270| CV6665 PIPE RM 2                            27.342 METERS 24333     |
 AW6270|---------------------------------------------------------------------|
 AW6270
 AW6270                          SUPERSEDED SURVEY CONTROL
 AW6270
 AW6270  NAD 83(1986)-  29 49 05.85041(N)    095 09 29.99474(W) AD(       ) 1
 AW6270  NAD 27      -  29 49 05.03999(N)    095 09 29.24027(W) AD(       ) 1
 AW6270  NGVD 29 (07/19/86)   10.80   (m)           35.4    (f) LEVELING    3  
 AW6270
 AW6270.Superseded values are not recommended for survey control.
 AW6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6270.See file dsdata.txt to determine how the superseded data were derived.
 AW6270
 AW6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9143000604(NAD 83)
 AW6270_MARKER: DS = TRIANGULATION STATION DISK
 AW6270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6270_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6270
 AW6270  HISTORY     - Date     Condition        Report By
 AW6270  HISTORY     - 1968     MONUMENTED       CGS
 AW6270  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW6270
 AW6270                          STATION DESCRIPTION
 AW6270
 AW6270'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6270'NO MEASUREMENT BETWEEN THE R.M.S DUE TO BRUSH ON LINE.
 AW6270'
 AW6270'THE STATION IS LOCATED ON THE PROPERTY OF HARRIS COUNTY, ABOUT
 AW6270'3-3/4 MILES NORTHWEST OF CHANNELVIEW, 3-3/4 MILES SOUTHWEST OF
 AW6270'SHELDON AND 3 MILES NORTH OF INTERSTATE HIGHWAY 10.
 AW6270'
 AW6270'TO REACH THE STATION FROM A POINT WHERE SHELDON ROAD CROSSES UNDER
 AW6270'INTERSTATE HIGHWAY 10 AT THE NORTHERN EDGE OF CHANNELVIEW, GO NORTH
 AW6270'ON SHELDON ROAD FOR 2.9 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST
 AW6270'ON WALLISVILLE ROAD FOR 1.05 MILES TO A SIDE ROAD RIGHT.  TURN
 AW6270'RIGHT AND GO NORTH ON MILLER ROAD NO. 2 FOR 0.05 MILE TO THE
 AW6270'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.2 MILE TO THE
 AW6270'SECOND GATE ON THE LEFT AND A SIDE ROAD LEFT.  TURN LEFT PASS
 AW6270'THROUGH THE LOCKED GATE AND GO WEST ON A GRAVELED ROAD FOR 0.9
 AW6270'MILE TO THE END OF THE GRAVELED ROAD AND THE STATION ON THE
 AW6270'RIGHT.
 AW6270'
 AW6270'THE STATION MARK IS A STANDARD DISK STAMPED PIPE 1968, SET IN THE TOP
 AW6270'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 AW6270'ABOVE THE GROUND.  IT IS 43 FEET NORTHWEST OF THE WEST GATE POST,
 AW6270'40 FEET NORTH OF AN EAST-WEST WIRE FENCE, 11 FEET SOUTH OF THE
 AW6270'SOUTH EDGE OF A DRAINAGE DITCH AND 6.1 FEET NORTHWEST OF A METAL
 AW6270'WITNESS POST.
 AW6270'
 AW6270'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PIPE NO 1 1968, SET IN
 AW6270'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6270'8 INCHES ABOVE THE GROUND.  IT IS 45 FEET EAST OF THE EAST GATE
 AW6270'POST, 42.2 FEET WEST OF THE NORTHWEST LEG OF A POWER LINE TOWER,
 AW6270'21 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTH
 AW6270'OF THE EAST-WEST WIRE FENCE.
 AW6270'
 AW6270'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PIPE NO 2 1968, SET IN
 AW6270'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 AW6270'INCHES ABOVE THE GROUND.  IT IS 93 FEET WEST OF THE WEST GATE POST,
 AW6270'91.2 FEET SOUTHWEST OF THE METAL WITNESS POST AND 1 FOOT NORTH OF
 AW6270'THE EAST-WEST WIRE FENCE.
 AW6270'
 AW6270'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PIPE 1968, SET IN THE TOP
 AW6270'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 AW6270'GROUND.  IT IS 52.5 FEET NORTH OF THE NORTHWEST CORNER OF A
 AW6270'CONCRETE CULVERT, 27 FEET WEST OF THE CENTER OF MILLER ROAD NO. 2,
 AW6270'2 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 AW6270'NORTH-SOUTH WIRE FENCE.
 AW6270'
 AW6270'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 AW6270
 AW6270                          STATION RECOVERY (1994)
 AW6270
 AW6270'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2151 ***********************************************************************
 BL2151  DESIGNATION -  PIPE
 BL2151  PID         -  BL2151
 BL2151  STATE/COUNTY-  TX/POLK
 BL2151  USGS QUAD   -  LIVINGSTON (1984)
 BL2151
 BL2151                         *CURRENT SURVEY CONTROL
 BL2151  ___________________________________________________________________
 BL2151* NAD 83(1993)-  30 40 49.40430(N)    094 54 59.31802(W)     ADJUSTED  
 BL2151* NAVD 88     -       106.4    (meters)     349.     (feet)  VERTCON   
 BL2151  ___________________________________________________________________
 BL2151  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BL2151  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL2151
 BL2151  HORZ ORDER  -  FIRST
 BL2151
 BL2151.The horizontal coordinates were established by classical geodetic methods
 BL2151.and adjusted by the National Geodetic Survey in February 1996..
 BL2151
 BL2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2151
 BL2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2151
 BL2151.The geoid height was determined by GEOID03.
 BL2151
 BL2151;                    North         East     Units Scale Factor Converg.
 BL2151;SPC TX C     - 3,125,010.195 1,218,791.846   MT  0.99989734   +2 47 24.0
 BL2151;SPC TX C     -10,252,637.61  3,998,652.91   sFT  0.99989734   +2 47 24.0
 BL2151;UTM  15      - 3,395,748.990   316,417.579   MT  1.00001577   -0 58 41.4
 BL2151
 BL2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2151!SPC TX C     -   0.99998760  x   0.99989734  =   0.99988494
 BL2151!UTM  15      -   0.99998760  x   1.00001577  =   1.00000337
 BL2151
 BL2151:                Primary Azimuth Mark                     Grid Az
 BL2151:SPC TX C     -  NEW WILLARD TEX L L LUMBER TK            006 49 34.3
 BL2151:UTM  15      -  NEW WILLARD TEX L L LUMBER TK            010 35 39.7
 BL2151
 BL2151|---------------------------------------------------------------------|
 BL2151| PID    Reference Object                     Distance      Geod. Az  |
 BL2151|                                                           dddmmss.s |
 BL2151| BL2159 NEW WILLARD TEX L L LUMBER TK       APPROX.12.6 KM 0093658.3 |
 BL2151| CV9040 PIPE AZ MK                                         0201650.7 |
 BL2151| CV9041 PIPE RM 1                            30.858 METERS 11703     |
 BL2151| CV9042 PIPE RM 2                            33.229 METERS 20047     |
 BL2151| BL2172 LIBERTY HILL LOOKOUT TOWER          APPROX.28.3 KM 2304045.8 |
 BL2151| BL2150 LIVINGSTON WESTERLY MUN TANK        APPROX. 4.0 KM 3340732.8 |
 BL2151| BL2149 LIVINGSTON EASTERLY MUN TANK        APPROX. 4.0 KM 3342420.8 |
 BL2151|---------------------------------------------------------------------|
 BL2151
 BL2151                          SUPERSEDED SURVEY CONTROL
 BL2151
 BL2151  NAD 83(1986)-  30 40 49.41636(N)    094 54 59.30526(W) AD(       ) 1
 BL2151  NAD 27      -  30 40 48.70000(N)    094 54 58.54200(W) AD(       ) 1
 BL2151  NGVD 29 (07/19/86)  106.4    (m)          349.     (f) VERT ANG       
 BL2151
 BL2151.Superseded values are not recommended for survey control.
 BL2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2151.See file dsdata.txt to determine how the superseded data were derived.
 BL2151
 BL2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1641895749(NAD 83)
 BL2151_MARKER: DS = TRIANGULATION STATION DISK
 BL2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2151
 BL2151  HISTORY     - Date     Condition        Report By
 BL2151  HISTORY     - 1935     MONUMENTED       CGS
 BL2151  HISTORY     - 1936     GOOD             TXHD
 BL2151  HISTORY     - 1944     GOOD             BGCO
 BL2151  HISTORY     - 1949     GOOD             CGS
 BL2151  HISTORY     - 1966     GOOD             CGS
 BL2151  HISTORY     - 19970426 GOOD             USPSQD
 BL2151
 BL2151                          STATION DESCRIPTION
 BL2151
 BL2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2151'THIS STATION IS ABOUT 2 MILES SE OF LIVINGSTON, ON A HIGH
 BL2151'POINT OF A NW-SE RIDGE, ON LAND OWNED BY MR. WIRT DAVIS.  THE
 BL2151'MARK IS IN THE W EDGE OF THE CLEARED RIGHT-OF-WAY OF THE
 BL2151'UNITED GAS PIPE LINE COMPANY, AT THE HIGHEST POINT OF THE RIDGE
 BL2151'OVER WHICH THE PIPE LINE PASSES.  18 FEET SW OF A TELEPHONE
 BL2151'POLE.  16 FEET S OF AN 8-INCH TRIANGLE-BLAZED PINE.  AND
 BL2151'PROJECTS 2 INCHES.
 BL2151'
 BL2151'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BL2151'STANDARD BRONZE DISKS SET IN CONCRETE.
 BL2151'
 BL2151'REFERENCE MARK NO. 1 IS SE OF THE STATION, ON THE CREST OF
 BL2151'THE RIDGE IN THE WOODS.  140.38 FEET ENE OF REFERENCE MARK
 BL2151'NO. 2, AND PROJECTS 3 INCHES.
 BL2151'
 BL2151'REFERENCE MARK NO. 2 IS SSW OF THE STATION, ON THE SW SLOPE
 BL2151'OF THE RIDGE, IN THE W EDGE OF THE CLEARED RIGHT-OF-WAY.  AND
 BL2151'PROJECTS 4 INCHES.
 BL2151'
 BL2151'THE AZIMUTH MARK IS NNE OF THE STATION, IN THE SW RIGHT-OF-WAY
 BL2151'LINE OF STATE HIGHWAY 146, 4 FEET SE OF A CONCRETE POST
 BL2151'UNITED GAS PIPE LINE MARKER, AND PROJECTS 2 INCHES.
 BL2151'
 BL2151'TO REACH FROM THE COURTHOUSE IN LIVINGSTON, GO E ON STATE
 BL2151'HIGHWAY 45, 0.1 MILE, TURN S ON STATE HIGHWAY 146, GO
 BL2151'2.2 MILES TO PIPE LINE, TURN S AND GO 0.25 MILE TO THE STATION.
 BL2151'
 BL2151'A LIGHT 126 FEET ABOVE LIBERTY COMES INTO VIEW 70 FEET ABOVE
 BL2151'THIS STATION, A LIGHT 126 FEET ABOVE ACE COMES INTO VIEW 60
 BL2151'FEET ABOVE THIS STATION, LIGHTS 120 FEET ABOVE CAB AND POOL,
 BL2151'100 FEET ABOVE SHEPHERD AND TIGERVILLE, AND 87 FEET ABOVE
 BL2151'CAMILLA COME INTO VIEW 55 FEET ABOVE THIS STATION.
 BL2151
 BL2151                          STATION RECOVERY (1936)
 BL2151
 BL2151'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1936
 BL2151'LETTER OF MR. G.R. ABNEY, RESIDENT ENGINEER, STATE HIGHWAY
 BL2151'DEPARTMENT, LIVINGSTON, TEXAS, 10/6/36--
 BL2151'
 BL2151'THE NEW AZIMUTH MARK WAS SET ON THE LINE OF THE STATION MARK
 BL2151'AND THE OLD AZIMUTH MARK AND 89.09 FEET FARTHER FROM THE
 BL2151'STATION MARK.
 BL2151'
 BL2151'THE NEW AZIMUTH MARK IS NNE OF THE STATION, IN THE NE
 BL2151'RIGHT-OF-WAY LINE OF STATE HIGHWAY 146.  6 FEET E OF A CONCRETE
 BL2151'POST UNITED GAS PIPE LINE MARKER, AND PROJECTS 2 INCHES.
 BL2151
 BL2151                          STATION RECOVERY (1944)
 BL2151
 BL2151'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 BL2151'STATION RECOVERED.
 BL2151
 BL2151                          STATION RECOVERY (1949)
 BL2151
 BL2151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2151'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 BL2151'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 BL2151'
 BL2151'STATE HIGHWAY 45 IS NOW U.S. HIGHWAY 190.
 BL2151'
 BL2151'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BL2151'
 BL2151'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST FROM
 BL2151'LIVINGSTON, ON THE CREST OF A NORTHWEST-SOUTHEAST RIDGE, AND
 BL2151'AT THE WEST EDGE OF THE CLEARED RIGHT-OF-WAY OF THE UNITED
 BL2151'GAS PIPE LINE COMPANY.  IT IS 18.5 FEET NORTH-NORTHEAST OF A
 BL2151'TRIANGULAR BLAZED 10-INCH OAK TREE, 18 FEET SOUTHWEST OF A
 BL2151'TELEPHONE POLE, 17 FEET WEST OF THE CENTER OF A DIRT ROAD,
 BL2151'AND 4 FEET EAST OF A WITNESS POST.  IT IS STAMPED PIPE 1935
 BL2151'AND PROJECTS 2 INCHES ABOVE THE GROUND.
 BL2151'
 BL2151'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION
 BL2151'AND ABOUT 3 FEET LOWER.  IT IS STAMPED PIPE NO 1 1935 AND
 BL2151'PROJECTS 2 INCHES.
 BL2151'
 BL2151'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTER OF THE
 BL2151'DIRT ROAD AND IS 7 FEET LOWER THAN THE STATION.  IT IS STAMPED
 BL2151'PIPE NO 2 1949 AND PROJECTS 5 INCHES.
 BL2151'
 BL2151'THE AZIMUTH MARK IS LOCATED ON THE RIGHT-OF-WAY LINE OF
 BL2151'STATE HIGHWAY 146, 60 FEET EAST OF THE CENTER OF THE HIGHWAY,
 BL2151'8 FEET SOUTH OF A TELEPHONE POLE, 6 FEET WEST OF THE FENCE
 BL2151'LINE, 3 FEET EAST OF A PIPE LINE MARKER, AND 1 FOOT SOUTHWEST
 BL2151'OF A WITNESS POST.  IT IS STAMPED PIPE 1936 AND IS 2 INCHES
 BL2151'BELOW THE SURFACE OF THE GROUND.
 BL2151'
 BL2151'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE COURT
 BL2151'HOUSE IN LIVINGSTON, GO EAST ON U.S. HIGHWAY 190 FOR 0.1
 BL2151'MILE, TURN RIGHT ON STATE ROUTE 146 AND GO SOUTH FOR 2.2 MILES
 BL2151'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHERLY FOR 0.1
 BL2151'MILE TO A CATTLE GUARD AND A DIRT ROAD ON THE RIGHT, TURN
 BL2151'RIGHT, CROSSING CATTLE GUARD, AND FOLLOW DIRT ROAD WEST,
 BL2151'THEN SOUTH, FOR 0.2 MILE TO THE CREST OF RIDGE AND THE
 BL2151'STATION AS DESCRIBED.
 BL2151'
 BL2151'A 100 FOOT SIGNAL AT TIGERVILLE 1935 IS VISIBLE AT 90 FEET.
 BL2151'
 BL2151'A 100 FOOT SIGNAL AT ONALASKA IS VISIBLE AT 77 FEET.
 BL2151'
 BL2151'A 100 FOOT SIGNAL AT BOLD IS VISIBLE AT 77 FEET.
 BL2151'
 BL2151'A 100 FOOT SIGNAL AT MOSCOW IS VISIBLE AT 77 FEET.
 BL2151'
 BL2151'A 133 FOOT SIGNAL AT CAB 1935 IS VISIBLE AT 64 FEET.
 BL2151
 BL2151                          STATION RECOVERY (1966)
 BL2151
 BL2151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2151'THE STATION AND ALL THE MARKS WERE RECOVERED AS PREVIOUSLY
 BL2151'DESCRIBED IN 1949 AND IN GOOD CONDITION.  THE DISTANCES AND
 BL2151'DIRECTIONS TO THE MARKS COMPARED FAVORABLY WITH THE 1949
 BL2151'DATA.  THE 1949 ROUTE TO REACH THE STATION IS ADEQUATE.
 BL2151'
 BL2151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BL2151'2 MILES SOUTH-SOUTHEAST OF LIVINGSTON.
 BL2151
 BL2151                          STATION RECOVERY (1997)
 BL2151
 BL2151'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0893 ***********************************************************************
 GK0893  DESIGNATION -  PIPE
 GK0893  PID         -  GK0893
 GK0893  STATE/COUNTY-  TX/SHERMAN
 GK0893  USGS QUAD   -  COLDWATER CREEK (1974)
 GK0893
 GK0893                         *CURRENT SURVEY CONTROL
 GK0893  ___________________________________________________________________
 GK0893* NAD 83(1993)-  36 16 19.41414(N)    101 39 01.43044(W)     ADJUSTED  
 GK0893* NAVD 88     -      1033.     (meters)    3389.     (feet)  SCALED    
 GK0893  ___________________________________________________________________
 GK0893  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 GK0893  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 GK0893
 GK0893  HORZ ORDER  -  THIRD
 GK0893
 GK0893.The horizontal coordinates were established by classical geodetic methods
 GK0893.and adjusted by the National Geodetic Survey in February 1996..
 GK0893
 GK0893.The orthometric height was scaled from a topographic map.
 GK0893
 GK0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0893
 GK0893.The geoid height was determined by GEOID03.
 GK0893
 GK0893;                    North         East     Units Scale Factor Converg.
 GK0893;SPC TX N     - 1,252,076.594   186,486.059   MT  1.00002190   -0 05 13.8
 GK0893;SPC TX N     - 4,107,854.63    611,829.68   sFT  1.00002190   -0 05 13.8
 GK0893;UTM  14      - 4,017,383.612   261,923.459   MT  1.00029842   -1 34 07.6
 GK0893
 GK0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0893!SPC TX N     -   0.99984198  x   1.00002190  =   0.99986388
 GK0893!UTM  14      -   0.99984198  x   1.00029842  =   1.00014035
 GK0893
 GK0893|---------------------------------------------------------------------|
 GK0893| PID    Reference Object                     Distance      Geod. Az  |
 GK0893|                                                           dddmmss.s |
 GK0893| CM9738 PIPE RM 1                             8.943 METERS 03736     |
 GK0893| CM9739 PIPE RM 2                             9.066 METERS 15254     |
 GK0893| GK0903 STATION 4 PHILLIPS PETROL CO        APPROX. 6.2 KM 2135306.4 |
 GK0893| CM9737 PIPE AZ MK                                         2533711.7 |
 GK0893|---------------------------------------------------------------------|
 GK0893
 GK0893                          SUPERSEDED SURVEY CONTROL
 GK0893
 GK0893  NAD 83(1993)-  36 16 19.41339(N)    101 39 01.43098(W) AD(       ) 3
 GK0893  NAD 83(1986)-  36 16 19.42424(N)    101 39 01.41730(W) AD(       ) 3
 GK0893  NAD 27      -  36 16 19.31600(N)    101 38 59.82300(W) AD(       ) 3
 GK0893
 GK0893.Superseded values are not recommended for survey control.
 GK0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0893.See file dsdata.txt to determine how the superseded data were derived.
 GK0893
 GK0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF6192317384(NAD 83)
 GK0893_MARKER: DS = TRIANGULATION STATION DISK
 GK0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0893
 GK0893  HISTORY     - Date     Condition        Report By
 GK0893  HISTORY     - 1952     MONUMENTED       CGS
 GK0893  HISTORY     - 1953     GOOD             CGS
 GK0893
 GK0893                          STATION DESCRIPTION
 GK0893
 GK0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0893'STATION WAS VISITED BY LIGHTKEEPERS ONLY.
 GK0893'
 GK0893'THE STATION IS LOCATED 21.7 MILES AIRLINE EAST AND 3.7 MILES
 GK0893'SOUTH OF STRATFORD, 16 MILES WEST OF GRUVER, 2 MILES NORTH OF
 GK0893'THE COLDWATER GAS FIELDS 0.8 MILE SOUTH OF COLDWATER CREEK,
 GK0893'1 MILE EAST NORTHEAST OF A WINDMILL AND 0.2 MILE SOUTH OF AN
 GK0893'EAST-WEST FENCE ON THE HIGHEST GROUND IN THE VICINITY AND
 GK0893'PASTURE LAND OWNED BY MR. BIVINS OF AMARILLO.
 GK0893'
 GK0893'THE STATION IS A STANDARD DISK STAMPED PIPE 1952 SET IN THE
 GK0893'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES.
 GK0893'
 GK0893'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED PIPE
 GK0893'NO 1 1952 SET IN THE TOP OF A CONCRETE CYLINDER PROJECTING
 GK0893'ABOUT 4 INCHES AND IS 24 FEET EAST NORTHEAST OF THE STATION.
 GK0893'
 GK0893'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED PIPE
 GK0893'NO 2 1952 SET IN THE TOP OF A CONCRETE CYLINDER PROJECTING
 GK0893'ABOUT 4 INCHES AND IS 24 FEET SOUTH OF THE STATION.
 GK0893'
 GK0893'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PIPE 1952 SET
 GK0893'IN THE TOP OF A CONCRETE CYLINDER PROJECTING ABOUT 4 INCHES AND
 GK0893'IS 0.65 MILE WEST OF THE STATION.
 GK0893'
 GK0893'TO REACH THE STATION FROM THE RAILROAD STATION IN STRATFORD GO
 GK0893'SOUTH CROSSING U.S. HIGHWAY 54 THEN EAST TOWARDS GRUVER ON
 GK0893'STATE ROUTE 289 FOR 17.9 MILES TO CROSS ROADS.  (TO REACH
 GK0893'FROM THE HIGHWAY JUNCTIONS IN THE NORTH EDGE OF GRUVER GO WEST
 GK0893'ON STATE ROUTE 289 TOWARDS STRATFORD FOR 30.5 MILES TO CROSS
 GK0893'ROADS OR FARM ROAD 1269).  TURN SOUTH AND GO 5.9 MILES INTO
 GK0893'COLDWATER CREEK BASIN TO A SIDE ROAD EAST AND SIGN COLDWATER
 GK0893'CATTLE COMPANY.  TURN EAST CROSSING CATTLE GUARD AND GO FOR
 GK0893'0.6 MILE TO THE EAST END OF A BUNK HOUSE AT A LARGE RANCH.
 GK0893'KEEP LEFT FOR 50 YARDS TO FORKS.  KEEP RIGHT AND GO
 GK0893'NORTHEAST ON MAIN TRAVELED ROAD FOR 0.7 MILE TO A CATTLE
 GK0893'GUARD.  CROSS CATTLE GUARD AND CONTINUE ON MAIN TRAVELED
 GK0893'ROAD EAST FOR 0.8 MILE TO ANOTHER CATTLE GUARD.  CROSS
 GK0893'CATTLE GUARD AND CONTINUE EASTERLY ON MAIN TRAVELED ROAD FOR
 GK0893'1.7 MILES TO A FORK JUST AFTER PASSING A CORRAL ON THE
 GK0893'RIGHT.  KEEP STRAIGHT AHEAD EAST FOR 0.35 MILE TO A FORK.
 GK0893'KEEP RIGHT STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 0.5
 GK0893'MILE TO A WIRE GATE.  PASS THROUGH WIRE GATE AND CONTINUE
 GK0893'EAST NORTHEAST ON MAIN TRAVELED ROAD FOR 0.55 MILE TO A FORK.
 GK0893'KEEP RIGHT FOR 0.2 MILE CROSSING COLDWATER CREEK TO FORKS.
 GK0893'KEEP RIGHT AND CONTINUE SOUTHERLY FOR 0.9 MILE OUT OF
 GK0893'COLDWATER BASIN ONTO THE RIM TO AN EAST-WEST FENCE.
 GK0893'(AZIMUTH MARK IS NEAR FENCE AT THIS POINT) TURN EAST AND FOLLOW ALONG
 GK0893'NORTH SIDE OF FENCE FOR 0.3 MILE TO A WIRE GATE WITH A TRIANGLE
 GK0893'BLAZE ON WEST GATE POST.  PASS THROUGH GATE THEN BEAR LEFT AND GO
 GK0893'SOUTHEASTERLY FOR 0.35 MILE TO THE HIGHEST POINT AND STATION.
 GK0893
 GK0893                          STATION RECOVERY (1953)
 GK0893
 GK0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0893'THE STATION IS LOCATED ON THE HIGHEST POINT OF SOME SLIGHTLY
 GK0893'ROLLING GROUND THAT IS THE HIGHEST LAND IN THE VICINITY.  IT IS
 GK0893'ABOUT 3/4 MILE SOUTH OF THE COLDWATER CREEK, ABOUT 22 MILES
 GK0893'AIRLINE EAST-SOUTHEAST OF STRATFORD, ABOUT 16 MILES AIRLINE
 GK0893'WEST OF GRUVER, AND ABOUT 19 MILES AIRLINE NORTH-NORTHEAST
 GK0893'OF SUNRAY.
 GK0893'
 GK0893'TO REACH THE STATION FROM THE POST OFFICE IN STRATFORD GO
 GK0893'SOUTHEAST 0.3 MILE TO A CROSS ROAD.  KEEP STRAIGHT AHEAD
 GK0893'SOUTHEAST AND EAST ON FARM ROAD 289 FOR 17.7 MILES TO A CROSS
 GK0893'ROAD.  TURN RIGHT AND GO SOUTH 5.9 MILES TO A SIDE ROAD ON
 GK0893'THE LEFT.  TURN LEFT AS PER SIGN, COLDWATER RANCH AND GO 0.7
 GK0893'MILE TO A FORK AT THE NORTH END OF SOME RANCH BUILDINGS.  TURN
 GK0893'LEFT, NORTH, AND GO 0.05 MILE TO A FORK.  TURN RIGHT,
 GK0893'NORTHEAST, AND GO 3.0 MILES TO A LARGE CORRAL.  KEEP STRAIGHT
 GK0893'AHEAD, EAST, AND GO 0.5 MILE TO A FORK.  KEEP STRAIGHT AHEAD,
 GK0893'ON THE RIGHT FORK, AND GO 1.3 MILES TO A FORK.  KEEP
 GK0893'STRAIGHT AHEAD, ON THE RIGHT FORK, AND GO 0.9 MILE TO AN
 GK0893'EAST-WEST FENCE LINE AND THE AZIMUTH MARK.  KEEP STRAIGHT
 GK0893'AHEAD, EAST, 0.3 MILE TO A GATE ON THE RIGHT.  PASS THROUGH
 GK0893'THE GATE AND GO SOUTHEAST 0.2 MILE.  GO EAST CROSS COUNTRY 0.1
 GK0893'MILE TO THE HIGHEST POINT AND THE STATION.
 GK0893'
 GK0893'THE STATION MARK IS A STANDARD DISK STAMPED, PIPE 1952 SET IN
 GK0893'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 GK0893'ABOVE THE GROUND.
 GK0893'
 GK0893'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, PIPE NO 1
 GK0893'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0893'3 INCHES ABOVE THE GROUND AND IS 1 FOOT LOWER THAN THE STATION.
 GK0893'
 GK0893'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, PIPE NO
 GK0893'2 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK0893'PROJECTS 2 INCHES ABOVE THE GROUND AND IS 18 INCHES LOWER THAN
 GK0893'THE STATION.
 GK0893'
 GK0893'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, PIPE 1952 SET IN
 GK0893'THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 4 INCHES
 GK0893'ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE LINE AND 30
 GK0893'FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0924 ***********************************************************************
 CD0924  DESIGNATION -  PIPE
 CD0924  PID         -  CD0924
 CD0924  STATE/COUNTY-  TX/CULBERSON
 CD0924  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0924
 CD0924                         *CURRENT SURVEY CONTROL
 CD0924  ___________________________________________________________________
 CD0924* NAD 83(1993)-  31 50 33.84331(N)    104 24 32.49498(W)     ADJUSTED  
 CD0924* NAVD 88     -      1174.     (meters)    3852.     (feet)  SCALED    
 CD0924  ___________________________________________________________________
 CD0924  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 CD0924  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CD0924
 CD0924  HORZ ORDER  -  FIRST
 CD0924
 CD0924.The horizontal coordinates were established by classical geodetic methods
 CD0924.and adjusted by the National Geodetic Survey in February 1996..
 CD0924
 CD0924.The orthometric height was scaled from a topographic map.
 CD0924
 CD0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0924
 CD0924.The geoid height was determined by GEOID03.
 CD0924
 CD0924;                    North         East     Units Scale Factor Converg.
 CD0924;SPC TX C     - 3,248,304.839   314,309.466   MT  0.99998935   -2 05 57.2
 CD0924;SPC TX C     -10,657,146.79  1,031,196.97   sFT  0.99998935   -2 05 57.2
 CD0924;UTM  13      - 3,523,156.333   555,916.128   MT  0.99963856   +0 18 42.5
 CD0924
 CD0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0924!SPC TX C     -   0.99981961  x   0.99998935  =   0.99980896
 CD0924!UTM  13      -   0.99981961  x   0.99963856  =   0.99945823
 CD0924
 CD0924|---------------------------------------------------------------------|
 CD0924| PID    Reference Object                     Distance      Geod. Az  |
 CD0924|                                                           dddmmss.s |
 CD0924| CI0210 PIPE RM 1                             3.092 METERS 05311     |
 CD0924| CD0923 EL PASO FORT WORTH AWY BCN 12       APPROX.11.2 KM 0950843.4 |
 CD0924| CI0211 PIPE RM 2                             2.939 METERS 15800     |
 CD0924| CI0209 PIPE AZ MK                                         2625650.4 |
 CD0924| CD0971 EL PASO FORT WORTH AWY BCN 11       APPROX.13.3 KM 2750446.1 |
 CD0924|---------------------------------------------------------------------|
 CD0924
 CD0924                          SUPERSEDED SURVEY CONTROL
 CD0924
 CD0924  NAD 83(1993)-  31 50 33.84424(N)    104 24 32.49484(W) AD(       ) 1
 CD0924  NAD 83(1986)-  31 50 33.84389(N)    104 24 32.49328(W) AD(       ) 1
 CD0924  NAD 27      -  31 50 33.40300(N)    104 24 30.71400(W) AD(       ) 1
 CD0924
 CD0924.Superseded values are not recommended for survey control.
 CD0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0924.See file dsdata.txt to determine how the superseded data were derived.
 CD0924
 CD0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER5591623156(NAD 83)
 CD0924_MARKER: DS = TRIANGULATION STATION DISK
 CD0924_SETTING: 66 = SET IN ROCK OUTCROP
 CD0924
 CD0924  HISTORY     - Date     Condition        Report By
 CD0924  HISTORY     - 1943     MONUMENTED       CGS
 CD0924
 CD0924                          STATION DESCRIPTION
 CD0924
 CD0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0924'STATION IS LOCATED ON A PROMINENT, ISOLATED HILL, ON THE
 CD0924'HIGHEST AND MOST W PEAK OF THE GROUP.  ABOUT 64 MILES NNE
 CD0924'OF VAN HORN, 42 MILES SSW OF CARLSBAD, 8 MILES ESE OF THE
 CD0924'9K RANCH, ALONG THE N SIDE OF THE S PIPELINE ROAD.
 CD0924'
 CD0924'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 CD0924'HOLE IN OUTCROPPING BEDROCK, STAMPED PIPE 1943.
 CD0924'
 CD0924'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 CD0924'DRILL HOLE IN OUTCROPPING BEDROCK AT SAME LEVEL AS STATION.
 CD0924'STAMPED PIPE NO 1 1943.
 CD0924'
 CD0924'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 CD0924'DRILL HOLE IN OUTCROPPING BEDROCK 4 INCHES LOWER THAN STATION.
 CD0924'STAMPED PIPE NO 2 1943.
 CD0924'
 CD0924'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A 6- BY 6-INCH
 CD0924'CONCRETE POST IMBEDDED IN THE GROUND.  STAMPED J 734 1943.
 CD0924'MARK IS 22 FEET N OF CENTER LINE OF PIPELINE ROAD, 25 FEET
 CD0924'W OF POLE 12 27.  IT PROJECTS 4 INCHES ABOVE GROUND.
 CD0924'
 CD0924'TO REACH FROM CARLSBAD, GO S ON HIGHWAY 62 FOR 36 MILES TO
 CD0924'THE STATE LINE BAR AND SERVICE STATION.  HERE TURN LEFT S
 CD0924'(CROSS CATTLE GUARD) ON MAIN-TRAVELED ROAD 7.8 MILES TO FIRST
 CD0924'PIPELINE ROAD, KEEP STRAIGHT AHEAD, S, 2.7 MILES TO THE 9K
 CD0924'RANCH, CONTINUE S ON MAIN-TRAVELED ROAD 1.5 MILES TO SECOND
 CD0924'PIPELINE ROAD, TURN LEFT ON PIPELINE ROAD E 4.3 MILES, THENCE
 CD0924'TURN RIGHT (N) ON TRACKS UP SIDE HILL 0.1 MILE TO SADDLE AND
 CD0924'THE END OF TRUCK TRAVEL.  PACK 100 YARDS W TO HIGHEST POINT
 CD0924'AND STATION.
 CD0924'
 CD0924'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6085 ***********************************************************************
 AW6085  DESIGNATION -  PIPE 1933
 AW6085  PID         -  AW6085
 AW6085  STATE/COUNTY-  TX/GALVESTON
 AW6085  USGS QUAD   -  SMITH POINT (1993)
 AW6085
 AW6085                         *CURRENT SURVEY CONTROL
 AW6085  ___________________________________________________________________
 AW6085* NAD 83(1993)-  29 31 22.26658(N)    094 49 04.46336(W)     ADJUSTED  
 AW6085* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6085  ___________________________________________________________________
 AW6085  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6085  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW6085
 AW6085  HORZ ORDER  -  THIRD
 AW6085
 AW6085.The horizontal coordinates were established by classical geodetic methods
 AW6085.and adjusted by the National Geodetic Survey in February 1996..
 AW6085
 AW6085.The orthometric height was scaled from a topographic map.
 AW6085
 AW6085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6085
 AW6085.The geoid height was determined by GEOID03.
 AW6085
 AW6085;                    North         East     Units Scale Factor Converg.
 AW6085;SPC TXSC     - 4,194,490.768 1,005,291.337   MT  0.99986860   +2 02 55.9
 AW6085;SPC TXSC     -13,761,425.13  3,298,193.33   sFT  0.99986860   +2 02 55.9
 AW6085;UTM  15      - 3,267,292.955   323,819.127   MT  0.99998301   -0 53 45.8
 AW6085
 AW6085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6085!SPC TXSC     -   1.00000423  x   0.99986860  =   0.99987283
 AW6085!UTM  15      -   1.00000423  x   0.99998301  =   0.99998724
 AW6085
 AW6085                          SUPERSEDED SURVEY CONTROL
 AW6085
 AW6085  NAD 83(1986)-  29 31 22.28301(N)    094 49 04.44444(W) AD(       ) 3
 AW6085  NAD 27      -  29 31 21.45664(N)    094 49 03.73215(W) AD(       ) 3
 AW6085
 AW6085.Superseded values are not recommended for survey control.
 AW6085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6085.See file dsdata.txt to determine how the superseded data were derived.
 AW6085
 AW6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2381967293(NAD 83)
 AW6085_MARKER: I = METAL ROD
 AW6085_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AW6085_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 AW6085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6085
 AW6085  HISTORY     - Date     Condition        Report By
 AW6085  HISTORY     - 1933     MONUMENTED       CGS
 AW6085  HISTORY     - 1962     MARK NOT FOUND   CGS
 AW6085
 AW6085                          STATION DESCRIPTION
 AW6085
 AW6085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6085'NEAR THE W END OF THE MOST W ISLAND OF RED FISH REEF, ABOUT
 AW6085'MIDWAY BETWEEN SMITH POINT AND RED FISH LIGHT.  IT IS 35 METERS
 AW6085'NE OF THE W END OF THE ISLAND, 7 METERS FROM THE N SHORE, AND 6
 AW6085'METERS FROM THE S SHORE.
 AW6085'
 AW6085'STATION IS MARKED BY A 2-INCH IRON PIPE DRIVEN INTO THE SHELL
 AW6085'REEF AND PROJECTING ABOUT 2-1/2 FEET ABOVE THE GROUND.
 AW6085'
 AW6085'NO REFERENCE MARK WAS SET.
 AW6085'
 AW6085'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 AW6085
 AW6085                          STATION RECOVERY (1962)
 AW6085
 AW6085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW6085'NOT RECOVERED.  THE ISLAND ON WHICH THIS STATION WAS SET HAS
 AW6085'EVIDENTLY BEEN WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6082 ***********************************************************************
 AW6082  DESIGNATION -  PIPE 2
 AW6082  PID         -  AW6082
 AW6082  STATE/COUNTY-  TX/CHAMBERS
 AW6082  USGS QUAD   -  SMITH POINT (1993)
 AW6082
 AW6082                         *CURRENT SURVEY CONTROL
 AW6082  ___________________________________________________________________
 AW6082* NAD 83(1993)-  29 32 16.67996(N)    094 48 21.25320(W)     ADJUSTED  
 AW6082* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6082  ___________________________________________________________________
 AW6082  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW6082  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW6082
 AW6082  HORZ ORDER  -  THIRD
 AW6082
 AW6082.The horizontal coordinates were established by classical geodetic methods
 AW6082.and adjusted by the National Geodetic Survey in February 1996..
 AW6082
 AW6082.The orthometric height was scaled from a topographic map.
 AW6082
 AW6082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6082
 AW6082.The geoid height was determined by GEOID03.
 AW6082
 AW6082;                    North         East     Units Scale Factor Converg.
 AW6082;SPC TXSC     - 4,196,206.523 1,006,393.984   MT  0.99986950   +2 03 17.1
 AW6082;SPC TXSC     -13,767,054.23  3,301,810.93   sFT  0.99986950   +2 03 17.1
 AW6082;UTM  15      - 3,268,949.976   325,008.603   MT  0.99997785   -0 53 25.9
 AW6082
 AW6082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6082!SPC TXSC     -   1.00000408  x   0.99986950  =   0.99987358
 AW6082!UTM  15      -   1.00000408  x   0.99997785  =   0.99998193
 AW6082
 AW6082|---------------------------------------------------------------------|
 AW6082| PID    Reference Object                     Distance      Geod. Az  |
 AW6082|                                                           dddmmss.s |
 AW6082| CV9276 PIPE 2 RM 2                          41.422 METERS 06602     |
 AW6082| CV9275 PIPE 2 RM 1                          16.523 METERS 06602     |
 AW6082| CV9431 STATION F                                          26200     |
 AW6082| CV9430 STATION E                                          26437     |
 AW6082| AW6087 ES 01                               APPROX. 3.2 KM 2650400.3 |
 AW6082|---------------------------------------------------------------------|
 AW6082
 AW6082                          SUPERSEDED SURVEY CONTROL
 AW6082
 AW6082  NAD 83(1986)-  29 32 16.69640(N)    094 48 21.23441(W) AD(       ) 3
 AW6082  NAD 27      -  29 32 15.87068(N)    094 48 20.52140(W) AD(       ) 3
 AW6082
 AW6082.Superseded values are not recommended for survey control.
 AW6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6082.See file dsdata.txt to determine how the superseded data were derived.
 AW6082
 AW6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2500968950(NAD 83)
 AW6082_MARKER: DS = TRIANGULATION STATION DISK
 AW6082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6082
 AW6082  HISTORY     - Date     Condition        Report By
 AW6082  HISTORY     - 1963     MONUMENTED       CGS
 AW6082
 AW6082                          STATION DESCRIPTION
 AW6082
 AW6082'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6082'LOCATED APPROXIMATELY 1.3 MILES WEST BY NORTH OF SMITH POINT
 AW6082'ON A LONG NARROW SPOIL ISLAND.  APPROXIMATELY 800 FT. SOUTHWEST
 AW6082'OF THE NORTHEAST END.  147 FT. WEST BY NORTH OF THE HWL AND
 AW6082'164 FT EAST BY SOUTH OF THE HWL.  ON A SHELL SPOIL ABOUT 5
 AW6082'FT. ABOVE HW.  IN 1963 AN 8 FT WOOD TRIPOD AND STAND WAS
 AW6082'LEFT OVER THE STATION.  A STANDARD DISK STAMPED PIPE 2 1963
 AW6082'SET IN THE TOP OF AN 8 INCH ROUND CONCRETE FILLED CONCRETE
 AW6082'PIPE PROJECTING 4 INCHES.
 AW6082'
 AW6082'R.M. 1 IS NORTHEAST OF THE STATION IN AN OPEN SHELL AREA.
 AW6082'A STANDARD DISK STAMPED PIPE 2 1963 NO 1 SET IN THE TOP OF
 AW6082'AN 8 INCH ROUND CONCRETE FILLED CONCRETE PIPE PROJECTING 3
 AW6082'INCHES.
 AW6082'
 AW6082'R.M. 2 IS NORTHEAST OF THE STATION IN AN OPEN SHELL AREA.
 AW6082'A STANDARD DISK STAMPED PIPE 2 1963 NO 2 SET IN THE TOP OF
 AW6082'AN 8 INCH ROUND CONCRETE FILLED CONCRETE PIPE PROJECTING
 AW6082'4 INCHES.
 AW6082'
 AW6082'R.M. 1 AND R.M. 2 ON RANGE.
 AW6082'
 AW6082'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0936 ***********************************************************************
 DO0936  DESIGNATION -  PIPE ET
 DO0936  PID         -  DO0936
 DO0936  STATE/COUNTY-  TX/KNOX
 DO0936  USGS QUAD   -  CEDAR MOUNTAIN (1981)
 DO0936
 DO0936                         *CURRENT SURVEY CONTROL
 DO0936  ___________________________________________________________________
 DO0936* NAD 83(1993)-  33 34 56.51300(N)    099 57 17.14499(W)     ADJUSTED  
 DO0936* NAVD 88     -       485.6    (meters)    1593.     (feet)  VERTCON   
 DO0936  ___________________________________________________________________
 DO0936  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 DO0936  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DO0936
 DO0936  HORZ ORDER  -  SECOND
 DO0936
 DO0936.The horizontal coordinates were established by classical geodetic methods
 DO0936.and adjusted by the National Geodetic Survey in February 1996..
 DO0936
 DO0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0936
 DO0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0936
 DO0936.The geoid height was determined by GEOID03.
 DO0936
 DO0936;                    North         East     Units Scale Factor Converg.
 DO0936;SPC TXNC     - 2,213,370.374   464,963.670   MT  0.99991541   -0 47 36.3
 DO0936;SPC TXNC     - 7,261,699.30  1,525,468.31   sFT  0.99991541   -0 47 36.3
 DO0936;UTM  14      - 3,716,259.331   411,399.002   MT  0.99969678   -0 31 41.3
 DO0936
 DO0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0936!SPC TXNC     -   0.99992819  x   0.99991541  =   0.99984361
 DO0936!UTM  14      -   0.99992819  x   0.99969678  =   0.99962499
 DO0936
 DO0936|---------------------------------------------------------------------|
 DO0936| PID    Reference Object                     Distance      Geod. Az  |
 DO0936|                                                           dddmmss.s |
 DO0936| CX7949 PIPE ET RM 2                         13.302 METERS 09152     |
 DO0936| DP0492 ROSS ET                             APPROX. 7.9 KM 2614752.2 |
 DO0936| CX7948 PIPE ET RM 1                         10.199 METERS 26514     |
 DO0936|---------------------------------------------------------------------|
 DO0936
 DO0936                          SUPERSEDED SURVEY CONTROL
 DO0936
 DO0936  NAD 83(1993)-  33 34 56.51491(N)    099 57 17.14525(W) AD(       ) 2
 DO0936  NAD 83(1986)-  33 34 56.51921(N)    099 57 17.13712(W) AD(       ) 2
 DO0936  NAD 27      -  33 34 56.20052(N)    099 57 15.79385(W) AD(       ) 2
 DO0936  NGVD 29 (07/19/86)  485.4    (m)         1593.     (f) VERT ANG       
 DO0936
 DO0936.Superseded values are not recommended for survey control.
 DO0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0936.See file dsdata.txt to determine how the superseded data were derived.
 DO0936
 DO0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC1139916259(NAD 83)
 DO0936_MARKER: DD = SURVEY DISK
 DO0936_SETTING: 0 = UNSPECIFIED SETTING
 DO0936
 DO0936  HISTORY     - Date     Condition        Report By
 DO0936  HISTORY     - 1967     MONUMENTED       USGS
 DO0936
 DO0936                          STATION DESCRIPTION
 DO0936
 DO0936'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CFL)
 DO0936'LOCATED NORTH 35 DEG WEST ABOUT 14 MILES (AIRLINE) FROM KNOX
 DO0936'CITY, TEXAS.  SOUTH 89 DEG WEST ABOUT 9 MILES (AIRLINE) FROM
 DO0936'BENJAMIN, TEXAS.  ON U.S. HIGHWAY 82.  2.2 MILES EAST OF THE
 DO0936'KNOX-KING COUNTY LINE.  71 FT. SOUTH OF THE CENTER OF THE
 DO0936'HWY.  3.5 FEET NORTH OF RIGHT OF WAY FENCE.  204 FEET SOUTHWEST
 DO0936'OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT.  3.5 FEET SOUTH OF
 DO0936'A USGS WITNESS SIGN ON A METAL POST.  THE SITE CAN BE LOCATED
 DO0936'ON THE WICHITA FALLS (NI 14-8) 1--250,000-SERIES MAP.
 DO0936'
 DO0936'THE STATION WAS MONUMENTED AND OBSERVED IN 1967.
 DO0936'
 DO0936'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0936'ROD DRIVEN TO A DEPTH OF 5 FEET (REFUSAL) AND CENTERED IN A
 DO0936'6 IN TILE, 12 IN LONG, FILLED WITH GRAVEL, FLUSH WITH THE
 DO0936'GROUND AND STAMPED PIPE ET 1966.
 DO0936'
 DO0936'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0936'COPPER-COATED ROD DRIVEN TO A DEPTH OF 5 FT. (REFUSAL), CENTERED
 DO0936'IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL, FLUSH
 DO0936'WITH THE GROUND, LOCATED 33.47 FEET (10,199 METERS) WEST FROM
 DO0936'THE STATION MARK, AND STAMPED PIPE ET NO. 1 1966.
 DO0936'
 DO0936'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0936'COPPER-COATED ROD DRIVEN TO A DEPTH OF 5 FEET.  (REFUSAL), FLUSH
 DO0936'WITH THE GROUND, CENTERED IN A 6 IN TILE, 12 IN LONG,
 DO0936'FILLED WITH GRAVEL.  RM NO. 2 IS LOCATED 43.64 FEET.  (13.302
 DO0936'METERS), HORIZONTAL DISTANCE, EAST FROM THE STATION MARK, AND
 DO0936'IS STAMPED PIPE ET NO. 2 1966.
 DO0936'
 DO0936'USGS STATION ROSS ET 1966 IS VISIBLE FROM THE GROUND AT THIS
 DO0936'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0419 ***********************************************************************
 BA0419  DESIGNATION -  PIPELINE
 BA0419  PID         -  BA0419
 BA0419  STATE/COUNTY-  TX/BREWSTER
 BA0419  USGS QUAD   -  GRAYTOP (1983)
 BA0419
 BA0419                         *CURRENT SURVEY CONTROL
 BA0419  ___________________________________________________________________
 BA0419* NAD 83(1993)-  29 37 57.45697(N)    103 24 22.59146(W)     ADJUSTED  
 BA0419* NAVD 88     -      1212.     (meters)    3976.     (feet)  SCALED    
 BA0419  ___________________________________________________________________
 BA0419  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 BA0419  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 BA0419
 BA0419  HORZ ORDER  -  THIRD
 BA0419
 BA0419.The horizontal coordinates were established by classical geodetic methods
 BA0419.and adjusted by the National Geodetic Survey in February 1996..
 BA0419
 BA0419.The orthometric height was scaled from a topographic map.
 BA0419
 BA0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0419
 BA0419.The geoid height was determined by GEOID03.
 BA0419
 BA0419;                    North         East     Units Scale Factor Converg.
 BA0419;SPC TXSC     - 4,207,446.353   173,451.245   MT  0.99987669   -2 09 31.3
 BA0419;SPC TXSC     -13,803,930.24    569,064.63   sFT  0.99987669   -2 09 31.3
 BA0419;UTM  13      - 3,279,139.694   654,284.289   MT  0.99989371   +0 47 17.3
 BA0419
 BA0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0419!SPC TXSC     -   0.99981297  x   0.99987669  =   0.99968968
 BA0419!UTM  13      -   0.99981297  x   0.99989371  =   0.99970670
 BA0419
 BA0419:                Primary Azimuth Mark                     Grid Az
 BA0419:SPC TXSC     -  PIPELINE AZ MK                           034 23 50.0
 BA0419:UTM  13      -  PIPELINE AZ MK                           031 27 01.4
 BA0419
 BA0419|---------------------------------------------------------------------|
 BA0419| PID    Reference Object                     Distance      Geod. Az  |
 BA0419|                                                           dddmmss.s |
 BA0419| CI0212 PIPELINE AZ MK                                     0321418.7 |
 BA0419| CI0213 PIPELINE RM 1                         4.600 METERS 06631     |
 BA0419| CI0214 PIPELINE RM 2                         5.360 METERS 30042     |
 BA0419|---------------------------------------------------------------------|
 BA0419
 BA0419                          SUPERSEDED SURVEY CONTROL
 BA0419
 BA0419  NAD 83(1986)-  29 37 57.45058(N)    103 24 22.59972(W) AD(       ) 3
 BA0419  NAD 27      -  29 37 56.75600(N)    103 24 20.97800(W) AD(       ) 3
 BA0419
 BA0419.Superseded values are not recommended for survey control.
 BA0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0419.See file dsdata.txt to determine how the superseded data were derived.
 BA0419
 BA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN5428479140(NAD 83)
 BA0419_MARKER: DD = SURVEY DISK
 BA0419_SETTING: 66 = SET IN ROCK OUTCROP
 BA0419_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BA0419
 BA0419  HISTORY     - Date     Condition        Report By
 BA0419  HISTORY     - 1943     MONUMENTED       CGS
 BA0419  HISTORY     - 1958     GOOD             AMS
 BA0419
 BA0419                          STATION DESCRIPTION
 BA0419
 BA0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0419'STATION IS ON A ROUND BARE HILL, HAVING A PROMINENT, LONE CEDAR
 BA0419'ON THE SUMMIT AND LYING ABOUT 300 YARDS E OF A SMALL BLADED ROAD
 BA0419'THAT LEADS ALONG THE BARREN MESA.  IT IS IN THE HEADWATERS OF
 BA0419'BURNT WILLO CANYON AND ON THE DIVIDE NE OF PIPELINE CANYON.
 BA0419'IT IS ON THE FOOTHILLS OF NINE POINT MESA WHICH IS ABOUT 4 MILES
 BA0419'W OF THE STATION AND RISING TO ABOUT 5500 FEET ELEVATION.
 BA0419'ELEVATION AT STATION IS APPROXIMATELY 3950 FEET.
 BA0419'
 BA0419'THE STATION IS MARKED WITH A BRONZE DISK, STAMPED PIPELINE 1943,
 BA0419'CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT FLUSH WITH THE SURFACE,
 BA0419'AT THE HIGHEST POINT OF THE HILL.
 BA0419'
 BA0419'NO UNDERGROUND MARK WAS ESTABLISHED.
 BA0419'
 BA0419'REFERENCE MARK NO. 1 IS A BRONZE REFERENCE DISK, STAMPED PIPELINE
 BA0419'NO. 1 1943, CEMENTED IN A DRILL HOLE IN OUTCROP ROCK ENE OF THE
 BA0419'STATION AND ABOUT 2 FEET LOWER.
 BA0419'
 BA0419'REFERENCE MARK NO. 2 IS A BRONZE REFERENCE DISK, STAMPED
 BA0419'PIPELINE NO. 2 1943, CEMENTED IN A DRILL HOLE IN OUTCROP ROCK
 BA0419'ON THE NW SLOPE OF THE HILL ABOUT 1 FOOT LOWER THAN THE STATION.
 BA0419'
 BA0419'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED PIPELINE
 BA0419'1943, CEMENTED IN A DRILL HOLE IN A ROUND BOULDER, PROJECTING ABOUT
 BA0419'1 FOOT, ABOUT 1/2 MILE NNW OF THE STATION AND IS 14 PACES W
 BA0419'OF THE ROAD AND 12 PACES N OF THE FENCE LINE NEAR THE LAST GATE
 BA0419'MENTIONED IN THE ROUTE TO THE STATION.
 BA0419'
 BA0419'TO REACH STATION FROM ALPINE GO S ON THE GRADED ROAD TOWARD
 BA0419'TERLINGUA 45.0 MILES.  THEN TURN LEFT THROUGH A GATE AS PER THE
 BA0419'SIGN DR. SEMMES RANCH, AND FOLLOW THE MAIN-BLADED ROAD GENERALLY
 BA0419'SOUTHEASTWARD UP ALONG THE BARREN MESA, 12.2 MILES.  TAKE THE
 BA0419'RIGHT FORK AND CONTINUE 3.5 MILES.  AGAIN TAKE THE RIGHT FORK
 BA0419'AND CONTINUE 2.6 MILES, TO A GATE AND THE AZIMUTH MARK AT THE
 BA0419'RIGHT OF THE ROAD AND N OF THE FENCE.  PASS THROUGH THE GATE
 BA0419'TAKE THE RIGHT FORK AND CONTINUE S 0.3 MILE TO THE TOP OF A
 BA0419'SMALL PASS.  THEN BEAR LEFT, OFF THE ROAD AND GO SE UP THE STEEP
 BA0419'AND ROCKY SLOPE ABOUT 0.2 MILE TO THE TOP OF THE HILL AND
 BA0419'THE STATION.
 BA0419
 BA0419                          STATION RECOVERY (1958)
 BA0419
 BA0419'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0419'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BA0419'
 BA0419'THE STATION IS LOCATED ON THE HIGHEST POINT OF A DARK HILL.
 BA0419'1053 FEET WNW OF DRAIN FORKS.  682 FEET SE OF LONE BUSH W OF
 BA0419'DRAIN.  1180 FEET SW OF LONE BUSH AT SMALL CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0144 ***********************************************************************
 AN0144  DESIGNATION -  PIPER
 AN0144  PID         -  AN0144
 AN0144  STATE/COUNTY-  TX/CALHOUN
 AN0144  USGS QUAD   -  TURTLE BAY (1995)
 AN0144
 AN0144                         *CURRENT SURVEY CONTROL
 AN0144  ___________________________________________________________________
 AN0144* NAD 83(1993)-  28 38 06.86125(N)    096 20 48.75329(W)     ADJUSTED  
 AN0144* NAVD 88     -         2.77   (+/-2cm)       9.1    (feet)  VERTCON   
 AN0144  ___________________________________________________________________
 AN0144  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AN0144  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN0144
 AN0144  HORZ ORDER  -  SECOND
 AN0144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0144
 AN0144.The horizontal coordinates were established by classical geodetic methods
 AN0144.and adjusted by the National Geodetic Survey in February 1996..
 AN0144
 AN0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0144.The vertical order pertains to the NGVD 29 superseded value.
 AN0144
 AN0144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0144
 AN0144.The geoid height was determined by GEOID03.
 AN0144
 AN0144;                    North         East     Units Scale Factor Converg.
 AN0144;SPC TXSC     - 4,091,816.889   859,381.338   MT  0.99993723   +1 17 59.3
 AN0144;SPC TXSC     -13,424,569.24  2,819,486.94   sFT  0.99993723   +1 17 59.3
 AN0144;UTM  14      - 3,170,453.491   759,366.577   MT  1.00043028   +1 16 19.8
 AN0144
 AN0144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0144!SPC TXSC     -   1.00000378  x   0.99993723  =   0.99994101
 AN0144!UTM  14      -   1.00000378  x   1.00043028  =   1.00043406
 AN0144
 AN0144|---------------------------------------------------------------------|
 AN0144| PID    Reference Object                     Distance      Geod. Az  |
 AN0144|                                                           dddmmss.s |
 AN0144| AN0146 PIPER RM 2                           17.650 METERS 05058     |
 AN0144| AN2244 REDFISH                             APPROX. 5.4 KM 2410722.3 |
 AN0144| AN2251 KARANKAWA CLUB HOUSE W GABLE        APPROX. 4.8 KM 3142755.8 |
 AN0144| AN0145 PIPER RM 1                           14.950 METERS 32817     |
 AN0144|---------------------------------------------------------------------|
 AN0144
 AN0144                          SUPERSEDED SURVEY CONTROL
 AN0144
 AN0144  NAD 83(1986)-  28 38 06.86796(N)    096 20 48.73295(W) AD(       ) 2
 AN0144  NAD 27      -  28 38 05.88300(N)    096 20 47.83800(W) AD(       ) 2
 AN0144  NGVD 29 (??/??/92)    2.860  (m)            9.38   (f) ADJ UNCH    2 0
 AN0144
 AN0144.Superseded values are not recommended for survey control.
 AN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0144.See file dsdata.txt to determine how the superseded data were derived.
 AN0144
 AN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5936770453(NAD 83)
 AN0144_MARKER: DS = TRIANGULATION STATION DISK
 AN0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0144_STAMPING: PIPER 1934
 AN0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0144+STABILITY: SURFACE MOTION
 AN0144
 AN0144  HISTORY     - Date     Condition        Report By
 AN0144  HISTORY     - 1934     MONUMENTED       CGS
 AN0144  HISTORY     - 1934     GOOD             CGS
 AN0144  HISTORY     - 1938     GOOD             WESGEO
 AN0144  HISTORY     - 1941     GOOD             CGS
 AN0144  HISTORY     - 1956     GOOD             SUNOCO
 AN0144  HISTORY     - 1969     GOOD             CGS
 AN0144  HISTORY     - 19980725 GOOD             USPSQD
 AN0144
 AN0144                          STATION DESCRIPTION
 AN0144
 AN0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN0144'STATION IS LOCATED ON TOP OF GRADUAL SLOPING BLUFF ON N
 AN0144'SHORE OF MATAGORDA BAY, ABOUT 9 MILES SW OF PALACIOS, BETWEEN
 AN0144'KARANKAWA BAY AND WELL POINT, 1-1/2 MILES NE OF KARANKAWA
 AN0144'BAY ENTRANCE, 3 MILES SW OF WELL POINT, 35 METERS N OF STORM
 AN0144'HIGH-WATER LINE, AND 1 MILE SE OF THE SCHICKE FARMHOUSE.
 AN0144'
 AN0144'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN0144'SET IN CONCRETE.
 AN0144'
 AN0144'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 AN0144
 AN0144                          STATION RECOVERY (1934)
 AN0144
 AN0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AN0144'1.0 MI S FROM EL CAMPO CLUB.
 AN0144'1.0 MILE SOUTH ALONG A SHELL ROAD FROM EL CAMPO CLUB, CALHOUN COUNTY,
 AN0144'TO A VACANT FARMHOUSE, THENCE 1.0 MILE SOUTHEAST ACROSS A PASTURE. ON
 AN0144'THE TOP OF A BLUFF THAT GRADUALLY SLOPES TOWARD MATAGORDA BAY, 22.3
 AN0144'FEET NORTH OF THE EDGE OF THE BLUFF, AND 5 FEET SOUTH OF A WHITE
 AN0144'WOODEN WITNESS POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 AN0144'PIPER 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 AN0144'ABOVE GROUND.
 AN0144
 AN0144                          STATION RECOVERY (1938)
 AN0144
 AN0144'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN0144'RECOVERED AS DESCRIBED.
 AN0144
 AN0144                          STATION RECOVERY (1941)
 AN0144
 AN0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 AN0144'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AN0144'GOOD CONDITION.
 AN0144'
 AN0144'STATION IS ON THE TOP OF A BLUFF THAT SLOPES TOWARD MATAGORDA
 AN0144'BAY, 22.3 FEET N OF THE EDGE.  IT IS 5 FEET S OF A 4- BY 4-INCH
 AN0144'WOODEN WITNESS POST.  MARK IS STAMPED PIPER 1934 AND PROJECTS
 AN0144'ABOUT 0.4 FOOT.
 AN0144'
 AN0144'REFERENCE MARK 1 IS ABOUT 80 FEET N OF THE EDGE OF THE BLUFF
 AN0144'AND 49.0 FEET NW OF THE STATION.  IT IS STAMPED PIPER NO
 AN0144'1 1934 AND PROJECTS ABOUT 0.4 FOOT.
 AN0144'
 AN0144'REFERENCE MARK 2 IS 69 FEET N OF THE EDGE OF THE BLUFF AND
 AN0144'58 FEET NE OF THE STATION.  IT IS STAMPED PIPER NO 2 1934
 AN0144'AND PROJECTS ABOUT 0.4 FOOT.
 AN0144'
 AN0144'STATION IS REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD
 AN0144'STATION AT PALACIOS BY PROCEEDING 9.6 MILES W ALONG STATE
 AN0144'HIGHWAY 35 TO THE INTERSECTION OF CROSS ROAD.  THENCE GO
 AN0144'1.5 MILES S ALONG GRADED ROAD TO INTERSECTION OF ROAD LEADING
 AN0144'E.  THENCE GO 0.5 MILE E ALONG ROAD TO THE INTERSECTION OF
 AN0144'ROAD LEADING S.  THENCE GO 3.7 MILES S ALONG ROAD TO FARMHOUSE
 AN0144'OWNED BY MR. SCHICKE IN 1942.  THENCE GO 1.0 MILE SE ACROSS
 AN0144'PASTURE TO SHORE OF MATAGORDA BAY AND SITE OF THE STATION.
 AN0144
 AN0144                          STATION RECOVERY (1956)
 AN0144
 AN0144'RECOVERY NOTE BY SUN OIL COMPANY 1956
 AN0144'STATION AND REFERENCE MARKS FOUND AS DESCRIBED EXCEPT FOR
 AN0144'REFERENCE MARK 1.  THE DISTANCE SHOULD READ 17.95 M. INSTEAD
 AN0144'OF 14.95 M.
 AN0144'
 AN0144'TO REACH THE STATION FROM THE JUNCTION OF TEXAS HIGHWAYS
 AN0144'238 AND 35 IN THE CITY OF PORT LAVACA, PROCEED N AND E ALONG
 AN0144'TEXAS HIGHWAY 35 TO THE JUNCTION OF FARM ROAD 1862 AT 19 MI.
 AN0144'THEN TURN RIGHT (S) TO A SHELL-ROAD JUNCTION AT 1.6 MI.
 AN0144'THEN TURN LEFT (E) TO A SHELL-ROAD JUNCTION AT 0.5 MI.
 AN0144'THEN TURN RIGHT (S) AND GO 4.7 MI. TO A DIRT SUBDIVISION
 AN0144'STREET ON SCHIKES PROPERTY.  TURN LEFT (E) THROUGH A GAP
 AN0144'IN THE FENCE AND FOLLOW A STREET AND TRAIL TO A FENCE CORNER,
 AN0144'AND GO 0.3 MI. TO THE STATION SITE ON THE N SHORE OF
 AN0144'MATAGORDA BAY, A TOTAL OF 7.5 MI. FROM TEXAS HIGHWAY 35.
 AN0144
 AN0144                          STATION RECOVERY (1969)
 AN0144
 AN0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN0144'THE STATION WAS VISITED AND THE STATION MARK AND BOTH REFERENCE
 AN0144'MARKS WERE RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 AN0144'FOLLOWS--
 AN0144'
 AN0144'THE STATION IS ABOUT 9 MILES SOUTHWEST OF PLACIOS, ON THE
 AN0144'NORTH SHORE OF MATAGORDA BAY, 1-3/4 MILES NORTH-NORTHEAST
 AN0144'OF THE MOUTH OF CARANCAHUA BAY ON THE EDGE OF SLIGHT BLUFF AND
 AN0144'AT THE SOUTH EDGE OF BRUSHY PASTURE LAND.
 AN0144'
 AN0144'TO REACH THE STATION FROM THE CROSS ROAD JUNCTION OF STATE
 AN0144'HIGHWAY 35 AND FARM ROAD 1593 AT THE EAST EDGE OF THE TOWN
 AN0144'OF POINT COMFORT, GO EAST-NORTHEAST ON S.H. 35 FOR 6.8 MILES
 AN0144'TO CROSS ROAD JUNCTION OF S.H. 172.  CONTINUE AHEAD ON S.H.
 AN0144'35, EASTERLY, FOR 5.9 MILES TO AN OFF-SET CROSS ROAD AND
 AN0144'JUNCTUON OF FARM ROAD 1862 ON THE LEFT.  TURN RIGHT AND GO
 AN0144'SOUTH ON PAVED ROAD FOR 1.6 MILES TO T-JUNCTION AT THE
 AN0144'CARANCAHUA COMMUNITY CENTER.  TURN LEFT AND GO EAST ON PAVED
 AN0144'ROAD FOR 0.5 MILE TO A SHELL CROSS ROAD, TURN RIGHT AND GO SOUTH
 AN0144'ON SHELL ROAD FOR 2.0 MILES TO THE JACKSON-CALHOUN COUNTY LINE
 AN0144'(PAVEMENT BEGINS) CONTINUE SOUTH ON PAVED ROAD FOR
 AN0144'2.6 MILES TO CROSS STREETS, 1 BLOCK BEFORE REACHING THE
 AN0144'INTERSECTION OF HUGHES STREET, TURN LEFT AND GO EAST ON
 AN0144'SHELL STREET FOR 0.5 MILE TO THE END OF THE STREET AT
 AN0144'FENCE.  CROSS FENCE AND WALK SOUTH ALONG EAST SIDE OF FENCE
 AN0144'FOR ABOUT 0.1 MILE TO FENCE CORNER THAT IS 25 YARDS NORTH
 AN0144'OF BLUFF EDGE, TURN LEFT AND WALK EAST 35 YARDS TO
 AN0144'STATION.
 AN0144'
 AN0144'THE STATION MARK IS A STANDARD DISK, STAMPED PIPER 1934,
 AN0144'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT PROJECTS
 AN0144'3 INCHES ABOVE THE GROUND.  IT IS NEAR THE EDGE OF SLIGHT
 AN0144'BLUFF, 20 FEET NORTH OF THE MHWL AND 1.5 FEET SOUTH OF METAL
 AN0144'WITNESS POST WITH SIGN.
 AN0144'
 AN0144'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PIPER 1934,
 AN0144'AND MARKED NO 1 WITH A BALL PEEN HAMMER, SET IN THE TOP
 AN0144'OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 AN0144'GROUND.  IT IS NORTH-NORTHWEST OF THE STATION, 17.95 METERS,
 AN0144'AS PER THE 1956 DESCRIPTION, 94 FEET EAST-NORTHEAST OF THE
 AN0144'FENCE CORNER AND 18 FEET EAST OF THE DIRECTION INDICATED
 AN0144'BY THE NAIL IN THE CONCRETE POST OF THE STATION MARK.
 AN0144'
 AN0144'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PIPER 1934
 AN0144'AND MARKED NO 2 WITH A BALL PEEN HAMMER, SET IN THE TOP OF A
 AN0144'12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 AN0144'NORTHEAST OF THE STATION 17.65 METERS AND 40 FEET NORTH OF
 AN0144'THE MHWL.
 AN0144'
 AN0144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AN0144'SOUTHWEST OF PLACIOS
 AN0144
 AN0144                          STATION RECOVERY (1998)
 AN0144
 AN0144'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1006 ***********************************************************************
 GK1006  DESIGNATION -  PIPER
 GK1006  PID         -  GK1006
 GK1006  STATE/COUNTY-  TX/LIPSCOMB
 GK1006  USGS QUAD   -  DUGOUT CREEK (1972)
 GK1006
 GK1006                         *CURRENT SURVEY CONTROL
 GK1006  ___________________________________________________________________
 GK1006* NAD 83(1993)-  36 15 57.55286(N)    100 16 56.83878(W)     ADJUSTED  
 GK1006* NAVD 88     -       773.     (meters)    2536.     (feet)  SCALED    
 GK1006  ___________________________________________________________________
 GK1006  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GK1006  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GK1006
 GK1006  HORZ ORDER  -  THIRD
 GK1006
 GK1006.The horizontal coordinates were established by classical geodetic methods
 GK1006.and adjusted by the National Geodetic Survey in February 1996..
 GK1006
 GK1006.The orthometric height was scaled from a topographic map.
 GK1006
 GK1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1006
 GK1006.The geoid height was determined by GEOID03.
 GK1006
 GK1006;                    North         East     Units Scale Factor Converg.
 GK1006;SPC TX N     - 1,252,066.164   309,407.960   MT  1.00002033   +0 42 20.2
 GK1006;SPC TX N     - 4,107,820.41  1,015,115.95   sFT  1.00002033   +0 42 20.2
 GK1006;UTM  14      - 4,014,213.652   384,801.833   MT  0.99976351   -0 45 31.3
 GK1006
 GK1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1006!SPC TX N     -   0.99988305  x   1.00002033  =   0.99990338
 GK1006!UTM  14      -   0.99988305  x   0.99976351  =   0.99964659
 GK1006
 GK1006:                Primary Azimuth Mark                     Grid Az
 GK1006:SPC TX N     -  PIPER AZ MK                              034 42 51.3
 GK1006:UTM  14      -  PIPER AZ MK                              036 10 42.8
 GK1006
 GK1006|---------------------------------------------------------------------|
 GK1006| PID    Reference Object                     Distance      Geod. Az  |
 GK1006|                                                           dddmmss.s |
 GK1006| CL3753 PIPER AZ MK                                        0352511.5 |
 GK1006| GK0992 LIPSCOMB LUTH CH STEEPLE            APPROX. 4.2 KM 1642358.0 |
 GK1006| CL3754 PIPER RM 1                            6.107 METERS 18543     |
 GK1006| CL3755 PIPER RM 2                            6.704 METERS 26402     |
 GK1006|---------------------------------------------------------------------|
 GK1006
 GK1006                          SUPERSEDED SURVEY CONTROL
 GK1006
 GK1006  NAD 83(1993)-  36 15 57.55293(N)    100 16 56.83871(W) AD(       ) 3
 GK1006  NAD 83(1986)-  36 15 57.55941(N)    100 16 56.82723(W) AD(       ) 3
 GK1006  NAD 27      -  36 15 57.42700(N)    100 16 55.34600(W) AD(       ) 3
 GK1006
 GK1006.Superseded values are not recommended for survey control.
 GK1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1006.See file dsdata.txt to determine how the superseded data were derived.
 GK1006
 GK1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8480214214(NAD 83)
 GK1006_MARKER: DS = TRIANGULATION STATION DISK
 GK1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1006
 GK1006  HISTORY     - Date     Condition        Report By
 GK1006  HISTORY     - 1952     MONUMENTED       CGS
 GK1006
 GK1006                          STATION DESCRIPTION
 GK1006
 GK1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1006'STATION IS LOCATED, AIRLINE, ABOUT 2-1/4 MILES NORTH NORTHWEST
 GK1006'OF LIPSCOMB, 1/4 MILE WEST OF STATE HIGHWAY 305, IN PASTURE
 GK1006'LAND OWNED BY MRS O PIPER AND LEASED BY MR COWAN.  IT IS ON
 GK1006'A PROMINENT HIGH POINT JUST SOUTH OF A SHALLOW GRAVEL PIT.
 GK1006'
 GK1006'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 GK1006'IN LIPSCOMB, GO WEST FOR 0.25 MILE.  TURN RIGHT, NORTH,
 GK1006'ON STATE HIGHWAY 305 AND GO 2.6 MILES TO A WIRE GATE ON THE
 GK1006'LEFT.  TURN LEFT, PASS THROUGH GATE, TURN LEFT, SOUTH, ALONG
 GK1006'THE WEST SIDE OF THE FENCE AND GO 0.05 MILE TO THE AZIMUTH
 GK1006'MARK ON THE LEFT AT A TELEPHONE POLE WITH A TRIANGLE BLAZE.
 GK1006'LEAVE THE FENCE LINE AND GO SOUTH SOUTHWEST, CROSS COUNTRY,
 GK1006'FOR 0.6 MILE TO PROMINENT KNOLL AND THE STATION.
 GK1006'
 GK1006'STATION MARK, STAMPED PIPER 1951, IS A STANDARD DISK SET IN
 GK1006'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 GK1006'INCHES.  IT IS 4.8 FEET WEST OF A WITNESS POST AND 200 FEET SOUTH
 GK1006'OF A SHALLOW GRAVEL PIT.
 GK1006'
 GK1006'REFERENCE MARK NUMBER 1, STAMPED PIPER NO 1 1951, IS A STANDARD
 GK1006'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 GK1006'PROJECTS 6 INCHES AND IS 12 INCHES LOWER IN ELEVATION THAN
 GK1006'THE STATION.
 GK1006'
 GK1006'REFERENCE MARK NUMBER 2, STAMPED PIPER NO 2 1951, IS A STANDARD
 GK1006'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 GK1006'PROJECTS 6 INCHES AND IS 12 INCHES LOWER IN ELEVATION THAN
 GK1006'THE STATION.
 GK1006'
 GK1006'AZIMUTH MARK, STAMPED PIPER 1951, IS A STANDARD DISK SET
 GK1006'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GK1006'6 INCHES.  IT IS 76 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GK1006'2-1/2 FEET WEST OF A TELEPHONE POLE AND 1 FOOT WEST OF A FENCE
 GK1006'LINE.
 GK1006'
 GK1006'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8447 ***********************************************************************
 AC8447  DESIGNATION -  PIPER RESET
 AC8447  PID         -  AC8447
 AC8447  STATE/COUNTY-  TX/NUECES
 AC8447  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8447
 AC8447                         *CURRENT SURVEY CONTROL
 AC8447  ___________________________________________________________________
 AC8447* NAD 83(1993)-  27 43 11.67905(N)    097 08 25.01994(W)     ADJUSTED  
 AC8447* NAVD 88     -         6.823  (meters)      22.39   (feet)  ADJUSTED  
 AC8447  ___________________________________________________________________
 AC8447  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AC8447  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AC8447  DYNAMIC HT  -           6.812 (meters)      22.35  (feet)  COMP
 AC8447  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 AC8447
 AC8447  HORZ ORDER  -  THIRD
 AC8447  VERT ORDER  -  FIRST     CLASS II
 AC8447
 AC8447.The horizontal coordinates were established by classical geodetic methods
 AC8447.and adjusted by the National Geodetic Survey in February 1996..
 AC8447
 AC8447.The orthometric height was determined by differential leveling
 AC8447.and adjusted by the National Geodetic Survey in December 1997..
 AC8447
 AC8447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8447
 AC8447.The geoid height was determined by GEOID03.
 AC8447
 AC8447.The dynamic height is computed by dividing the NAVD 88
 AC8447.geopotential number by the normal gravity value computed on the
 AC8447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8447.degrees latitude (g = 980.6199 gals.).
 AC8447
 AC8447.The modeled gravity was interpolated from observed gravity values.
 AC8447
 AC8447;                    North         East     Units Scale Factor Converg.
 AC8447;SPC TX S     - 5,228,210.691   434,082.312   MT  0.99997325   +0 37 02.4
 AC8447;SPC TX S     -17,152,887.91  1,424,151.72   sFT  0.99997325   +0 37 02.4
 AC8447;UTM  14      - 3,067,560.440   683,341.039   MT  1.00001492   +0 51 55.0
 AC8447
 AC8447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8447!SPC TX S     -   1.00000302  x   0.99997325  =   0.99997627
 AC8447!UTM  14      -   1.00000302  x   1.00001492  =   1.00001794
 AC8447
 AC8447                          SUPERSEDED SURVEY CONTROL
 AC8447
 AC8447  NAD 83(1986)-  27 43 11.68826(N)    097 08 24.99359(W) AD(       ) 3
 AC8447
 AC8447.Superseded values are not recommended for survey control.
 AC8447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8447.See file dsdata.txt to determine how the superseded data were derived.
 AC8447
 AC8447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8334167560(NAD 83)
 AC8447_MARKER: Z = SEE DESCRIPTION
 AC8447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC8447_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8447+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8447
 AC8447  HISTORY     - Date     Condition        Report By
 AC8447  HISTORY     - 1955     MONUMENTED       GULF
 AC8447  HISTORY     - 1968     GOOD             CGS
 AC8447  HISTORY     - 1969     GOOD             CGS
 AC8447  HISTORY     - 1977     GOOD             NGS
 AC8447  HISTORY     - 19970204 GOOD             NGS
 AC8447
 AC8447                          STATION DESCRIPTION
 AC8447
 AC8447'DESCRIBED BY GULF REFINING COMPANY 1955 (RRS)
 AC8447'STATION WAS FOUND IN GOOD CONDITION ON TOP OF A SAND DUNE.
 AC8447'A TOWER WAS BUILT OVER THE STATION ON JANUARY 21, 1954.  ON
 AC8447'JANUARY 11, 1955, THE SAND HAD SHIFTED AWAY FROM THE STATION TO
 AC8447'SUCH AN EXTENT THAT THE STATION MARK HAD FALLEN DOWN AND
 AC8447'WAS LYING HORIZONTALLY ON TOP OF THE GROUND.  A 1-1/4-IN.
 AC8447'GALVANIZED-IRON PIPE WAS SET IN THE GROUND DIRECTLY UNDER
 AC8447'THE INSTRUMENT POINT ON THE TOWER, AND CLAM SHELLS WERE SPREAD
 AC8447'OVER THE SAND TO PREVENT FURTHER EROSION.
 AC8447
 AC8447                          STATION RECOVERY (1968)
 AC8447
 AC8447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AC8447'STATION MARK RECOVERED AS DESCRIBED BY GULF OIL CO. IN 1955.
 AC8447'THERE IS A 30 FOOT WOODEN OBSERVATION STAND OVER THE STATION.
 AC8447
 AC8447                          STATION RECOVERY (1969)
 AC8447
 AC8447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AC8447'THE STATION MARK WAS FOUND TO BE AS DESCRIBED IN 1955 BY THE GULF
 AC8447'OIL CORP., HOUSTON, TEXAS.  A 1-1/4 INCH GALVANIZED IRON PIPE
 AC8447'WAS FOUND TO BE SOLID IN THE GROUND AND WAS PROJECTING ABOUT
 AC8447'2 FEET ABOVE GROUND.  THE TOWER HAS BLOWN DOWN AND LAYING
 AC8447'NEAR BY.
 AC8447'
 AC8447'TO REACH STATION FROM ENTRANCE TO PADRE ISLAND CAUSEWAY AT
 AC8447'THE SOUTHEAST EDGE OF CORPUS CHRISTI, GO SOUTHEAST ON STATE
 AC8447'HIGHWAY 358 FOR 4.9 MILES TO JUNCTION OF PARK ROADS 22 AND
 AC8447'53.  TURN LEFT AND FOLLOW PARK 53 FOR 7.75 MILES TO ACCESS
 AC8447'ROAD NO. 2.  CONTINUE ON THE PARK ROAD FOR 1.3 MILES TO END
 AC8447'OF TRUCK TRAVEL.  PACK SOUTHEAST ABOUT 0.35 MILE TO STATION.
 AC8447'
 AC8447'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 AC8447'MILES SOUTHWEST OF PORT ARANSAS
 AC8447
 AC8447                          STATION RECOVERY (1977)
 AC8447
 AC8447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AC8447'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, NO REFERENCE
 AC8447'MARKS TO THIS STATION.  DUE TO ROAD CHANGES A NEW TO REACH
 AC8447'FOLLOWS.
 AC8447'
 AC8447'TO REACH FROM THE POST OFFICE IN PORT ARANSAS, GO S FOR 0.15 MILE TO
 AC8447'A STOP LIGHT AND STATE HIGHWAY 361.  CONTINUE S ON STATE HIGHWAY 361
 AC8447'FOR 1.65 MILE TO GULF ROAD NO. 1AON THE LEFT.  CONTINUE S FOR 0.9
 AC8447'MILE TO GULF ROAD NO. 1 ON THE LEFT.  CONTINUE S FOR 3.9 MILES TO
 AC8447'A SIDE ROAD RIGHT AT A SIX LEGGED WATER TANK.  CONTINUE S FOR
 AC8447'6.15 MILES TO GULF ROAD NO. 2 ON THE LEFT.  TURN LEFT AND GO E
 AC8447'FOR 0.25 MILE TO BEACH.  TURN LEFT N AND FOLLOW BEACH FOR
 AC8447'1.35 MILE.  FROM HERE PACK W FOR ABOUT 80 YARDS AND STATION.
 AC8447'
 AC8447'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SW BY S
 AC8447'OF PORT ARANSAS.
 AC8447
 AC8447                          STATION RECOVERY (1997)
 AC8447
 AC8447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8447'14.2 KM (8.80 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8447'FROM THE POST OFFICE IN PORT ARANSAS, THENCE 0.4 KM (0.25 MI) EASTERLY
 AC8447'ALONG A DRIVEWAY LEADING TO HOUSE NUMBER 7345, 23.3 M (76.4 FT) SOUTH
 AC8447'OF THE DRIVEWAY CENTER, 20.7 M (67.9 FT) SOUTHWEST OF THE SOUTHWEST
 AC8447'CORNER OF A DECK AROUND A HOUSE, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE
 AC8447'DRIVEWAY, AND IN THE CENTER OF 7 STEEL LEGS OF AN ABANDONED TOWER.
 AC8447'NOTE--THE DATUM POINT IS THE TOP OF A 1 1/2-INCH IRON CAP THAT
 AC8447'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT
 AC8447'IS ON PROPERTY OWNED BY BADALISH, P.O.  BOX 18150, CORPUS CHRISTI, TX
 AC8447'78415, TELEPHONE NUMBER (512) 749-4712.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0145 ***********************************************************************
 AN0145  DESIGNATION -  PIPER RM 1
 AN0145  PID         -  AN0145
 AN0145  STATE/COUNTY-  TX/CALHOUN
 AN0145  USGS QUAD   -  TURTLE BAY (1995)
 AN0145
 AN0145                         *CURRENT SURVEY CONTROL
 AN0145  ___________________________________________________________________
 AN0145* NAD 83(1986)-  28 38 06.     (N)    096 20 50.     (W)     SCALED    
 AN0145* NAVD 88     -         2.44   (+/-2cm)       8.0    (feet)  VERTCON   
 AN0145  ___________________________________________________________________
 AN0145  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN0145
 AN0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0145
 AN0145.The horizontal coordinates were scaled from a topographic map and have
 AN0145.an estimated accuracy of +/- 6 seconds.
 AN0145
 AN0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0145.The vertical order pertains to the NGVD 29 superseded value.
 AN0145
 AN0145.The geoid height was determined by GEOID03.
 AN0145
 AN0145;                    North         East    Units  Estimated Accuracy
 AN0145;SPC TXSC     - 4,091,790.      859,350.      MT  (+/- 180 meters Scaled)
 AN0145
 AN0145                          SUPERSEDED SURVEY CONTROL
 AN0145
 AN0145  NGVD 29 (??/??/92)    2.529  (m)            8.30   (f) ADJ UNCH    2 0
 AN0145
 AN0145.Superseded values are not recommended for survey control.
 AN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0145.See file dsdata.txt to determine how the superseded data were derived.
 AN0145
 AN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS593704(NAD 83)
 AN0145_MARKER: DR = REFERENCE MARK DISK
 AN0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0145_STAMPING: PIPER NO 1 1934
 AN0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0145+STABILITY: SURFACE MOTION
 AN0145
 AN0145  HISTORY     - Date     Condition        Report By
 AN0145  HISTORY     - 1934     MONUMENTED       CGS
 AN0145  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0145
 AN0145                          STATION DESCRIPTION
 AN0145
 AN0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0145'1.0 MI S FROM EL CAMPO CLUB.
 AN0145'68.6 FEET NORTHWEST OF TRIANGULATION STATION PIPER DESCRIBED ABOVE, ON
 AN0145'A BLUFF SLOPING TOWARD MATAGORDA BAY, AND 80 FEET NORTH OF THE EDGE OF
 AN0145'THE BLUFF.  A STANDARD REFERENCE-MARK DISK, STAMPED PIPER NO 1 1934
 AN0145'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AN0145'GROUND.
 AN0145
 AN0145                          STATION RECOVERY (1998)
 AN0145
 AN0145'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0146 ***********************************************************************
 AN0146  DESIGNATION -  PIPER RM 2
 AN0146  PID         -  AN0146
 AN0146  STATE/COUNTY-  TX/CALHOUN
 AN0146  USGS QUAD   -  TURTLE BAY (1995)
 AN0146
 AN0146                         *CURRENT SURVEY CONTROL
 AN0146  ___________________________________________________________________
 AN0146* NAD 83(1986)-  28 38 06.     (N)    096 20 48.     (W)     SCALED    
 AN0146* NAVD 88     -         2.67   (+/-2cm)       8.8    (feet)  VERTCON   
 AN0146  ___________________________________________________________________
 AN0146  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN0146
 AN0146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0146
 AN0146.The horizontal coordinates were scaled from a topographic map and have
 AN0146.an estimated accuracy of +/- 6 seconds.
 AN0146
 AN0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0146.The vertical order pertains to the NGVD 29 superseded value.
 AN0146
 AN0146.The geoid height was determined by GEOID03.
 AN0146
 AN0146;                    North         East    Units  Estimated Accuracy
 AN0146;SPC TXSC     - 4,091,790.      859,400.      MT  (+/- 180 meters Scaled)
 AN0146
 AN0146                          SUPERSEDED SURVEY CONTROL
 AN0146
 AN0146  NGVD 29 (??/??/92)    2.765  (m)            9.07   (f) ADJ UNCH    2 0
 AN0146
 AN0146.Superseded values are not recommended for survey control.
 AN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0146.See file dsdata.txt to determine how the superseded data were derived.
 AN0146
 AN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS593704(NAD 83)
 AN0146_MARKER: DR = REFERENCE MARK DISK
 AN0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0146_STAMPING: PIPER NO.2 1934
 AN0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0146+STABILITY: SURFACE MOTION
 AN0146
 AN0146  HISTORY     - Date     Condition        Report By
 AN0146  HISTORY     - 1934     MONUMENTED       CGS
 AN0146  HISTORY     - 1941     GOOD             NGS
 AN0146  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0146
 AN0146                          STATION DESCRIPTION
 AN0146
 AN0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AN0146'16.3 MI SW FROM PALACIOS.
 AN0146'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PALACIOS--
 AN0146'PROCEED 9.6 MILES WESTERLY ALONG STATE HIGHWAY NO.35 TO THE
 AN0146'INTERSECTION OF CROSSROAD. THENCE, GO 1.5 MILES SOUTHERLY ALONG GRADED
 AN0146'ROAD TO INTERSECTION OF ROAD LEADING EASTERLY.  THENCE, GO 0.5 MILE
 AN0146'EASTERLY ALONG ROAD TO THE INTERSECTION OF ROAD LEADING SOUTHERLY.
 AN0146'THENCE, GO 3.7 MILES SOUTHERLY TO A FARM HOUSE.  THENCE, GO 1.0 MILE
 AN0146'SOUTHEASTERLY ACROSS PASTURE TO THE SITE OF THE REFERENCE MARK.
 AN0146'REFERENCE MARK IS 69.0 FEET NORTH OF EDGE OF A BLUFF THAT SLOPES
 AN0146'TOWARDS MATAGORDA BAY, AND 58.0 FEET NORTHEAST FROM THE STATION. THE
 AN0146'MONUMENT PROJECTS 0.3 FOOT.  STD. REFERENCE MARK DISK SET IN CONCRETE
 AN0146'POST.
 AN0146
 AN0146                          STATION RECOVERY (1998)
 AN0146
 AN0146'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1388 ***********************************************************************
 BZ1388  DESIGNATION -  PISGAH
 BZ1388  PID         -  BZ1388
 BZ1388  STATE/COUNTY-  TX/NAVARRO
 BZ1388  USGS QUAD   -  RICHLAND (1978)
 BZ1388
 BZ1388                         *CURRENT SURVEY CONTROL
 BZ1388  ___________________________________________________________________
 BZ1388* NAD 83(1993)-  31 53 06.41721(N)    096 29 26.31073(W)     ADJUSTED  
 BZ1388* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 BZ1388  ___________________________________________________________________
 BZ1388  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 BZ1388  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ1388
 BZ1388  HORZ ORDER  -  SECOND
 BZ1388
 BZ1388.The horizontal coordinates were established by classical geodetic methods
 BZ1388.and adjusted by the National Geodetic Survey in February 1996..
 BZ1388
 BZ1388.The orthometric height was scaled from a topographic map.
 BZ1388
 BZ1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1388
 BZ1388.The geoid height was determined by GEOID03.
 BZ1388
 BZ1388;                    North         East     Units Scale Factor Converg.
 BZ1388;SPC TXNC     - 2,026,043.327   790,110.161   MT  1.00007799   +1 05 45.2
 BZ1388;SPC TXNC     - 6,647,110.48  2,592,219.75   sFT  1.00007799   +1 05 45.2
 BZ1388;SPC TX C     - 3,252,216.704 1,063,487.887   MT  1.00000048   +1 58 45.2
 BZ1388;SPC TX C     -10,669,980.97  3,489,126.51   sFT  1.00000048   +1 58 45.2
 BZ1388;UTM  14      - 3,530,448.310   737,351.140   MT  1.00029483   +1 19 34.0
 BZ1388
 BZ1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1388!SPC TXNC     -   0.99997761  x   1.00007799  =   1.00005559
 BZ1388!SPC TX C     -   0.99997761  x   1.00000048  =   0.99997809
 BZ1388!UTM  14      -   0.99997761  x   1.00029483  =   1.00027243
 BZ1388
 BZ1388|---------------------------------------------------------------------|
 BZ1388| PID    Reference Object                     Distance      Geod. Az  |
 BZ1388|                                                           dddmmss.s |
 BZ1388| CV9044 PISGAH RM 1                          21.564 METERS 18613     |
 BZ1388| CV9043 PISGAH AZ MK                                       1861828.7 |
 BZ1388| CV9045 PISGAH RM 2                          25.155 METERS 34131     |
 BZ1388|---------------------------------------------------------------------|
 BZ1388
 BZ1388                          SUPERSEDED SURVEY CONTROL
 BZ1388
 BZ1388  NAD 83(1986)-  31 53 06.42574(N)    096 29 26.29187(W) AD(       ) 2
 BZ1388  NAD 27      -  31 53 05.84700(N)    096 29 25.35300(W) AD(       ) 2
 BZ1388
 BZ1388.Superseded values are not recommended for survey control.
 BZ1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1388.See file dsdata.txt to determine how the superseded data were derived.
 BZ1388
 BZ1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA3735130448(NAD 83)
 BZ1388_MARKER: DS = TRIANGULATION STATION DISK
 BZ1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1388
 BZ1388  HISTORY     - Date     Condition        Report By
 BZ1388  HISTORY     - 1948     MONUMENTED       CGS
 BZ1388  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1388
 BZ1388                          STATION DESCRIPTION
 BZ1388
 BZ1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1388'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF RICHLAND,
 BZ1388'7-1/2 MILES NORTHWEST OF WORTHAM ON WHAT IS KNOWN LOCALLY
 BZ1388'AS PISGAH RIDGE.  THE SCHOOL GROUNDS ON WHICH THE STATION IS
 BZ1388'LOCATED IS KNOWN AS MT. NEBO SCHOOL.  IT IS 34 FEET WEST
 BZ1388'OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING AND 77 FEET
 BZ1388'EAST OF THE APPROXIMATE CENTER LINE OF THE ROAD.  THE MARK
 BZ1388'PROJECTS ABOUT 2 INCHES AND THE DISC IS STAMPED PISGAH 1948.
 BZ1388'
 BZ1388'REFERENCE MARK NO. 1 IS 70.75 FEET SOUTH OF THE STATION,
 BZ1388'43 FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE
 BZ1388'BUILDING, 33 FEET SOUTH OF A SMALL TREE AND 54 FEET EAST
 BZ1388'OF THE APPROXIMATE CENTER LINE OF THE ROAD.  THE MARK PROJECTS
 BZ1388'ABOUT 2 INCHES AND THE DISC IS STAMPED, PISGAH NO 1 1948.
 BZ1388'
 BZ1388'REFERENCE MARK NO. 2 IS 82.53 FEET NORTH-NORTHWEST OF THE
 BZ1388'STATION, 36 FEET NORTH OF A LONE TREE AND 54 FEET EAST OF
 BZ1388'THE APPROXIMATE CENTER LINE OF THE ROAD.  THE MARK PROJECTS
 BZ1388'ABOUT 2 INCHES AND THE DISC IS STAMPED, PISGAH NO 2 1948.
 BZ1388'
 BZ1388'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTH OF THE STATION,
 BZ1388'AT THE TOP OF THE GRADE AND OPPOSITE A FARMHOUSE, 17 FEET EAST
 BZ1388'OF THE APPROXIMATE CENTER LINE OF THE ROAD, 1 FOOT WEST OF
 BZ1388'A FENCE LINE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE
 BZ1388'MARK PROJECTS ABOUT 2 INCHES AND THE DISC IS STAMPED, PISGAH
 BZ1388'1948.
 BZ1388'
 BZ1388'STATION WAS REACHED FROM THE POST OFFICE IN RICHLAND BY GOING
 BZ1388'WEST ON MAIN STREET FOR 0.1 MILE TO END OF PAVEMENT AND
 BZ1388'T-INTERSECTION OF ROADS.  TURN LEFT OR SOUTH AND FOLLOW MAIN
 BZ1388'ROAD FOR 1.0 MILE TO A T-INTERSECTION.  TURN RIGHT ON MAIN
 BZ1388'ROAD AND GO 0.5 MILE TO SIDE ROAD TO THE LEFT.  TURN LEFT
 BZ1388'AND FOLLOW SOUTHERLY FOR 3.3 MILES TO A ROAD INTERSECTION.
 BZ1388'TAKE LEFT FORK AND GO 0.6 MILE TO A DRIVEWAY ON THE LEFT
 BZ1388'AT ENTRANCE TO THE SCHOOL YARD AND THE STATION SITE.  FROM
 BZ1388'THE STATION CONTINUE SOUTH FOR 0.2 MILE TO THE AZIMUTH MARK
 BZ1388'ON THE LEFT AS DESCRIBED.
 BZ1388'
 BZ1388'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BZ1388
 BZ1388                          STATION RECOVERY (2002)
 BZ1388
 BZ1388'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ1388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0862 ***********************************************************************
 CB0862  DESIGNATION -  PIT
 CB0862  PID         -  CB0862
 CB0862  STATE/COUNTY-  TX/TOM GREEN
 CB0862  USGS QUAD   -  MERETA (1984)
 CB0862
 CB0862                         *CURRENT SURVEY CONTROL
 CB0862  ___________________________________________________________________
 CB0862* NAD 83(1993)-  31 29 23.79273(N)    100 10 27.92701(W)     ADJUSTED  
 CB0862* NAVD 88     -       549.1    (meters)    1802.     (feet)  VERTCON   
 CB0862  ___________________________________________________________________
 CB0862  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CB0862  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CB0862
 CB0862  HORZ ORDER  -  THIRD
 CB0862
 CB0862.The horizontal coordinates were established by classical geodetic methods
 CB0862.and adjusted by the National Geodetic Survey in February 1996..
 CB0862
 CB0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0862
 CB0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0862
 CB0862.The geoid height was determined by GEOID03.
 CB0862
 CB0862;                    North         East     Units Scale Factor Converg.
 CB0862;SPC TX C     - 3,202,133.332   715,097.112   MT  0.99991798   +0 04 54.7
 CB0862;SPC TX C     -10,505,665.77  2,346,114.44   sFT  0.99991798   +0 04 54.7
 CB0862;UTM  14      - 3,484,499.124   388,456.094   MT  0.99975346   -0 36 48.7
 CB0862
 CB0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0862!SPC TX C     -   0.99991763  x   0.99991798  =   0.99983561
 CB0862!UTM  14      -   0.99991763  x   0.99975346  =   0.99967111
 CB0862
 CB0862:                Primary Azimuth Mark                     Grid Az
 CB0862:SPC TX C     -  KLOESEL                                  028 38 58.6
 CB0862:UTM  14      -  KLOESEL                                  029 20 42.0
 CB0862
 CB0862|---------------------------------------------------------------------|
 CB0862| PID    Reference Object                     Distance      Geod. Az  |
 CB0862|                                                           dddmmss.s |
 CB0862| CB0822 KLOESEL                             APPROX.11.6 KM 0284353.3 |
 CB0862| CB0854 EOLA WATER TANK SEC                 APPROX.13.2 KM 1425209.2 |
 CB0862| CB0858 COURT USGS 1967                     APPROX.15.3 KM 1895835.3 |
 CB0862|---------------------------------------------------------------------|
 CB0862
 CB0862                          SUPERSEDED SURVEY CONTROL
 CB0862
 CB0862  NAD 83(1986)-  31 29 23.79950(N)    100 10 27.91264(W) AD(       ) 3
 CB0862  NAD 27      -  31 29 23.22082(N)    100 10 26.60743(W) AD(       ) 3
 CB0862  NGVD 29 (07/19/86)  549.0    (m)         1801.     (f) VERT ANG       
 CB0862
 CB0862.Superseded values are not recommended for survey control.
 CB0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0862.See file dsdata.txt to determine how the superseded data were derived.
 CB0862
 CB0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV8845684499(NAD 83)
 CB0862_MARKER: DD = SURVEY DISK
 CB0862_SETTING: 80 = SET IN A BOULDER
 CB0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0862+STABILITY: SURFACE MOTION
 CB0862
 CB0862  HISTORY     - Date     Condition        Report By
 CB0862  HISTORY     - 1956     MONUMENTED       USGS
 CB0862
 CB0862                          STATION DESCRIPTION
 CB0862
 CB0862'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0862'STATION IS LOCATED ABOUT 15.5 MI. E. OF SAN ANGELO AND ABOUT 3.1 MI.
 CB0862'NW. OF MERETA, NEAR N. END OF CALICHE PIT AT BEND IN CALICHE RD.
 CB0862'
 CB0862'TO REACH STATION FROM MERETA POST OFFICE, GO W. FOR 0.2 MI. TO T-RD.
 CB0862'JUNCTION, TURN RIGHT (N.) AND FOLLOW OILED RD. FOR 1.1 MI. TO JUNCTION
 CB0862'WITH FARM ROAD 380, TURN LEFT (W.) AND FOLLOW FARM ROAD 380 FOR 1.9
 CB0862'MI. TO CROSSROAD, TURN RIGHT (N.) AND FOLLOW CALICHE RD. FOR 1.0 MI.
 CB0862'TO BEND IN RD. AND STATION SITE.  STATION IS 45 FT. N. AND 75 FT. E.
 CB0862'OF BEND IN RD.
 CB0862'
 CB0862'STATION MARK--A STANDARD USGS TABLET STAMPED ---PIT 1956---, SET IN
 CB0862'A BOULDER PROJECTING 0.7 FT. ABOVE GROUND.
 CB0862'
 CB0862'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1138 ***********************************************************************
 CT1138  DESIGNATION -  PIT
 CT1138  PID         -  CT1138
 CT1138  STATE/COUNTY-  TX/TAYLOR
 CT1138  USGS QUAD   -  BUFFALO GAP (1984)
 CT1138
 CT1138                         *CURRENT SURVEY CONTROL
 CT1138  ___________________________________________________________________
 CT1138* NAD 83(1993)-  32 19 01.13074(N)    099 52 14.00091(W)     ADJUSTED  
 CT1138* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 CT1138  ___________________________________________________________________
 CT1138  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CT1138  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CT1138
 CT1138  HORZ ORDER  -  SECOND
 CT1138
 CT1138.The horizontal coordinates were established by classical geodetic methods
 CT1138.and adjusted by the National Geodetic Survey in February 1996..
 CT1138
 CT1138.The orthometric height was scaled from a topographic map.
 CT1138
 CT1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1138
 CT1138.The geoid height was determined by GEOID03.
 CT1138
 CT1138;                    North         East     Units Scale Factor Converg.
 CT1138;SPC TXNC     - 2,072,956.415   470,948.979   MT  0.99995420   -0 44 51.0
 CT1138;SPC TXNC     - 6,801,024.50  1,545,105.11   sFT  0.99995420   -0 44 51.0
 CT1138;UTM  14      - 3,575,904.329   418,054.141   MT  0.99968281   -0 27 55.5
 CT1138
 CT1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1138!SPC TXNC     -   0.99988913  x   0.99995420  =   0.99984333
 CT1138!UTM  14      -   0.99988913  x   0.99968281  =   0.99957197
 CT1138
 CT1138:                Primary Azimuth Mark                     Grid Az
 CT1138:SPC TXNC     -  PIT AZ MK                                054 07 00.3
 CT1138:UTM  14      -  PIT AZ MK                                053 50 04.8
 CT1138
 CT1138|---------------------------------------------------------------------|
 CT1138| PID    Reference Object                     Distance      Geod. Az  |
 CT1138|                                                           dddmmss.s |
 CT1138| CX7950 PIT AZ MK                                          0532209.3 |
 CT1138| CX7951 PIT RM 1                             19.618 METERS 23229     |
 CT1138| CX7952 PIT RM 2                              9.123 METERS 32727     |
 CT1138|---------------------------------------------------------------------|
 CT1138
 CT1138                          SUPERSEDED SURVEY CONTROL
 CT1138
 CT1138  NAD 83(1986)-  32 19 01.13712(N)    099 52 13.98874(W) AD(       ) 2
 CT1138  NAD 27      -  32 19 00.66890(N)    099 52 12.66610(W) AD(       ) 2
 CT1138
 CT1138.Superseded values are not recommended for survey control.
 CT1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1138.See file dsdata.txt to determine how the superseded data were derived.
 CT1138
 CT1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1805475904(NAD 83)
 CT1138_MARKER: DS = TRIANGULATION STATION DISK
 CT1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1138
 CT1138  HISTORY     - Date     Condition        Report By
 CT1138  HISTORY     - 1961     MONUMENTED       CGS
 CT1138  HISTORY     - 19780404 GOOD             USGS
 CT1138
 CT1138                          STATION DESCRIPTION
 CT1138
 CT1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1138'THE STATION IS APPROXIMATELY 12-1/2 MILES SOUTHWEST OF ABILENE,
 CT1138'3-3/4 MILES NORTHWEST OF BUFFALO GAP AND 2 MILES SOUTHEAST OF
 CT1138'VIEW, ON PROPERTY OWNED BY MR. NELSON.
 CT1138'
 CT1138'TO REACH THE STATION FROM WHERE U.S. HIGHWAY 277 CROSSES OVER
 CT1138'RAILROAD TRACKS IN VIEW, GO SOUTHWEST ON HIGHWAY 277 FOR 0.4
 CT1138'MILE TO A CAFE AND SERVICE STATION ON THE RIGHT AT A SIX
 CT1138'POINT INTERSECTION.  TURN LEFT, SOUTHEAST, ON GRAVEL ROAD
 CT1138'0.6 MILE TO A T-INTERSECTION.  TURN LEFT, GO NORTHWEST AND
 CT1138'SOUTHEAST ON GRAVEL ROAD 1.8 MILES TO THE AZIMUTH MARK ON
 CT1138'THE LEFT ON RAILROAD RIGHT-OF-WAY.  CONTINUE SOUTHEAST ON THE
 CT1138'GRAVEL ROAD 1.1 MILE TO AN ALUMINUM GATE ON THE RIGHT AND THE
 CT1138'ROAD TURNS LEFT OVER RAILROAD TRACKS.  TURN RIGHT, THROUGH
 CT1138'GATE AND GO SOUTHERLY 0.2 MILE TO A FORK.  BEAR LEFT,
 CT1138'THROUGH GRAVEL PIT, UPHILL, 0.4 MILE TO A T-INTERSECTION.
 CT1138'TURN LEFT, CONTINUE UPHILL 0.1 MILE TO TOP OF HILL AND
 CT1138'GRAVEL PIT.  TURN RIGHT, WESTERLY THROUGH GRAVEL PIT 0.3
 CT1138'MILE TO WEST END OF GRAVEL PIT.  CONTINUE WESTERLY ON
 CT1138'TRACK ROAD 0.45 MILE TO A FORK.  BEAR RIGHT, WEST ON DIM
 CT1138'TRACK ROAD 0.05 MILE TO A GATE.  PASS THROUGH THE GATE
 CT1138'AND CONTINUE ON THE TRACK ROAD 0.55 MILE TO A WINDMILL ON
 CT1138'THE RIGHT IN A FENCED AREA.  CONTINUE WESTERLY ON THE TRACK
 CT1138'ROAD 0.7 MILE TO A DIM TRACK ROAD ON THE RIGHT.  TURN
 CT1138'RIGHT, NORTH, ON THE DIM TRACK ROAD 0.4 MILE TO TOP OF HILL
 CT1138'AND A FENCE CORNER AND THE STATION 176 FEET WEST OF THE
 CT1138'FENCE CORNER.
 CT1138'
 CT1138'STATION MARKS ARE STANDARD DISKS STAMPED PIT 1961.  THE SURFACE
 CT1138'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 CT1138'IT IS 160 FEET NORTHWEST OF A FENCE AND 4 FEET WEST OF A METAL
 CT1138'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 CT1138'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 CT1138'
 CT1138'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PIT NO 1 1961,
 CT1138'IS CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 3 FEET BOULDER WHICH
 CT1138'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 8 FEET NORTH
 CT1138'OF A SMALL CEDAR TREE AND 1 FOOT LOWER IN ELEVATION THAN THE
 CT1138'STATION.
 CT1138'
 CT1138'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PIT NO 2 1961,
 CT1138'IS CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 2 FEET BOULDER
 CT1138'WHICH PROJECTS 6 INCHES.  IT IS 31 FEET WEST OF THE METAL
 CT1138'WITNESS POST AND THE SAME ELEVATION AS THE STATION.
 CT1138'
 CT1138'AZIMUTH MARK, A STANDARD DISK STAMPED PIT 1961, IS SET IN A
 CT1138'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 74 FEET
 CT1138'NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 44 FEET SOUTHWEST
 CT1138'OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK AND 3 FEET SOUTHEAST
 CT1138'OF A METAL WITNESS POST.
 CT1138'
 CT1138'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT1138
 CT1138                          STATION RECOVERY (1978)
 CT1138
 CT1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JTD)
 CT1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1640 ***********************************************************************
 FL1640  DESIGNATION -  PITCHER
 FL1640  PID         -  FL1640
 FL1640  STATE/COUNTY-  TX/HUTCHINSON
 FL1640  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL1640
 FL1640                         *CURRENT SURVEY CONTROL
 FL1640  ___________________________________________________________________
 FL1640* NAD 83(1993)-  35 38 37.47880(N)    101 13 11.74513(W)     ADJUSTED  
 FL1640* NAVD 88     -       979.     (meters)    3212.     (feet)  SCALED    
 FL1640  ___________________________________________________________________
 FL1640  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FL1640  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 FL1640
 FL1640  HORZ ORDER  -  THIRD
 FL1640
 FL1640.The horizontal coordinates were established by classical geodetic methods
 FL1640.and adjusted by the National Geodetic Survey in February 1996..
 FL1640
 FL1640.The orthometric height was scaled from a topographic map.
 FL1640
 FL1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1640
 FL1640.The geoid height was determined by GEOID03.
 FL1640
 FL1640;                    North         East     Units Scale Factor Converg.
 FL1640;SPC TX N     - 1,182,388.256   225,363.204   MT  0.99991862   +0 09 44.3
 FL1640;SPC TX N     - 3,879,218.80    739,379.11   sFT  0.99991862   +0 09 44.3
 FL1640;UTM  14      - 3,946,705.319   299,010.786   MT  1.00009782   -1 17 38.7
 FL1640
 FL1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1640!SPC TX N     -   0.99985050  x   0.99991862  =   0.99976913
 FL1640!UTM  14      -   0.99985050  x   1.00009782  =   0.99994831
 FL1640
 FL1640:                Primary Azimuth Mark                     Grid Az
 FL1640:SPC TX N     -  MEADOWS                                  359 13 59.7
 FL1640:UTM  14      -  MEADOWS                                  000 41 22.7
 FL1640
 FL1640|---------------------------------------------------------------------|
 FL1640| PID    Reference Object                     Distance      Geod. Az  |
 FL1640|                                                           dddmmss.s |
 FL1640| FL1641 MEADOWS                             APPROX. 4.3 KM 3592344.0 |
 FL1640|---------------------------------------------------------------------|
 FL1640
 FL1640                          SUPERSEDED SURVEY CONTROL
 FL1640
 FL1640  NAD 83(1993)-  35 38 37.48021(N)    101 13 11.74353(W) AD(       ) 3
 FL1640  NAD 83(1986)-  35 38 37.48562(N)    101 13 11.73436(W) AD(       ) 3
 FL1640  NAD 27      -  35 38 37.32971(N)    101 13 10.16151(W) AD(       ) 3
 FL1640
 FL1640.Superseded values are not recommended for survey control.
 FL1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1640.See file dsdata.txt to determine how the superseded data were derived.
 FL1640
 FL1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9901146705(NAD 83)
 FL1640_MARKER: DD = SURVEY DISK
 FL1640_SETTING: 0 = UNSPECIFIED SETTING
 FL1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1640
 FL1640  HISTORY     - Date     Condition        Report By
 FL1640  HISTORY     - 1952     MONUMENTED       USGS
 FL1640
 FL1640                          STATION DESCRIPTION
 FL1640
 FL1640'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1640'TO REACH FROM BORGER POST OFFICE, GO S., 2 BLOCKS TO THIRD STREET
 FL1640'AND STATE HIGHWAY 152.  TURN LEFT E., GO 5.9 MI. TO FARM RD. 280.
 FL1640'TURN LEFT N., GO 1.2 MI. TO
 FL1640'FARM RD. 1059.  TURN RIGHT E., GO 3.0 MI. TO RD. ON LEFT ABOUT 0.1 MI.
 FL1640'BEYOND LARGE TEXACO METAL BUILDING.  TURN LEFT, E., GO 0.7 MI. TO RD.
 FL1640'ON LEFT OF OIL DERRICK.  TURN LEFT N., GO 0.05 MI. TO DERRICK.
 FL1640'STATION IS ON TOP OF SANDY KNOLL TO LEFT W. OF DERRICK.
 FL1640'
 FL1640'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED ---PITCHER
 FL1640'1952---.
 FL1640'
 FL1640'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2335 ***********************************************************************
 AH2335  DESIGNATION -  PITTMAN ET
 AH2335  PID         -  AH2335
 AH2335  STATE/COUNTY-  TX/DEAF SMITH
 AH2335  USGS QUAD   -  MILO CENTER (1971)
 AH2335
 AH2335                         *CURRENT SURVEY CONTROL
 AH2335  ___________________________________________________________________
 AH2335* NAD 83(1993)-  34 59 01.60136(N)    102 24 14.51452(W)     ADJUSTED  
 AH2335* NAVD 88     -      1247.7    (meters)    4093.     (feet)  VERTCON   
 AH2335  ___________________________________________________________________
 AH2335  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 AH2335  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AH2335
 AH2335  HORZ ORDER  -  THIRD
 AH2335
 AH2335.The horizontal coordinates were established by classical geodetic methods
 AH2335.and adjusted by the National Geodetic Survey in July 1998..
 AH2335
 AH2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2335
 AH2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2335
 AH2335.The geoid height was determined by GEOID03.
 AH2335
 AH2335;                    North         East     Units Scale Factor Converg.
 AH2335;SPC TX N     - 1,109,514.898   117,462.459   MT  0.99993940   -0 31 26.1
 AH2335;SPC TX N     - 3,640,133.46    385,374.75   sFT  0.99993940   -0 31 26.1
 AH2335;UTM  13      - 3,874,323.165   736,961.134   MT  1.00029209   +1 29 20.7
 AH2335
 AH2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2335!SPC TX N     -   0.99980813  x   0.99993940  =   0.99974755
 AH2335!UTM  13      -   0.99980813  x   1.00029209  =   1.00010017
 AH2335
 AH2335                          SUPERSEDED SURVEY CONTROL
 AH2335
 AH2335  NGVD 29 (07/28/98) 1247.2    (m)         4092.     (f) VERT ANG       
 AH2335
 AH2335.Superseded values are not recommended for survey control.
 AH2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2335.See file dsdata.txt to determine how the superseded data were derived.
 AH2335
 AH2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU3696174323(NAD 83)
 AH2335_MARKER: DS = TRIANGULATION STATION DISK
 AH2335
 AH2335  HISTORY     - Date     Condition        Report By
 AH2335  HISTORY     - 1966     MONUMENTED       USGS
 AH2335
 AH2335                          STATION DESCRIPTION
 AH2335
 AH2335'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2335'LOCATED ABOUT 11.5 MI. (AIRLINE) N. OF HEREFORD, TEXAS, ABOUT 18 MI.
 AH2335'(AIRLINE) S. OF VEGA, TEXAS, IN DEAF SMITH COUNTY.
 AH2335'LOCATED ON CONCRETE ROOF OF HEAD HOUSE STRUCTURE, ON THE --PITMAN
 AH2335'GRAIN CORPORATION ELEVATOR--.  CEMENTED FLUSH IN DRILL HOLE, LOCATED
 AH2335'7.45 FT. E. OF AND 5.2 FT. S. OF NW. CORNER OF HEAD HOUSE.
 AH2335'STATION MARK--STANDARD USGS TABLET STAMPED---PITTMAN-ET 1966---,
 AH2335'CEMENTED IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1042 ***********************************************************************
 CR1042  DESIGNATION -  PITTSBURG
 CR1042  PID         -  CR1042
 CR1042  STATE/COUNTY-  TX/CAMP
 CR1042  USGS QUAD   -  PITTSBURG (1960)
 CR1042
 CR1042                         *CURRENT SURVEY CONTROL
 CR1042  ___________________________________________________________________
 CR1042* NAD 83(1993)-  32 59 45.80204(N)    094 58 48.27660(W)     ADJUSTED  
 CR1042* NAVD 88     -       132.759  (meters)     435.56   (feet)  ADJUSTED  
 CR1042  ___________________________________________________________________
 CR1042  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CR1042  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CR1042  DYNAMIC HT  -         132.612 (meters)     435.08  (feet)  COMP
 CR1042  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CR1042
 CR1042  HORZ ORDER  -  FIRST
 CR1042  VERT ORDER  -  FIRST     CLASS II
 CR1042
 CR1042.The horizontal coordinates were established by classical geodetic methods
 CR1042.and adjusted by the National Geodetic Survey in February 1996..
 CR1042
 CR1042.The orthometric height was determined by differential leveling
 CR1042.and adjusted by the National Geodetic Survey in June 1991..
 CR1042
 CR1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1042
 CR1042.The geoid height was determined by GEOID03.
 CR1042
 CR1042.The dynamic height is computed by dividing the NAVD 88
 CR1042.geopotential number by the normal gravity value computed on the
 CR1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1042.degrees latitude (g = 980.6199 gals.).
 CR1042
 CR1042.The modeled gravity was interpolated from observed gravity values.
 CR1042
 CR1042;                    North         East     Units Scale Factor Converg.
 CR1042;SPC TXNC     - 2,152,925.443   928,859.481   MT  0.99987309   +1 55 11.1
 CR1042;SPC TXNC     - 7,063,389.56  3,047,433.15   sFT  0.99987309   +1 55 11.1
 CR1042;UTM  15      - 3,652,590.949   315,006.142   MT  1.00002198   -1 04 43.0
 CR1042
 CR1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1042!SPC TXNC     -   0.99998336  x   0.99987309  =   0.99985645
 CR1042!UTM  15      -   0.99998336  x   1.00002198  =   1.00000533
 CR1042
 CR1042:                Primary Azimuth Mark                     Grid Az
 CR1042:SPC TXNC     -  MOUNT PLEASANT MUN STANDPIPE             359 03 05.4
 CR1042:UTM  15      -  MOUNT PLEASANT MUN STANDPIPE             002 02 59.5
 CR1042
 CR1042|---------------------------------------------------------------------|
 CR1042| PID    Reference Object                     Distance      Geod. Az  |
 CR1042|                                                           dddmmss.s |
 CR1042| DM1272 MOUNT PLEASANT MUN STANDPIPE        APPROX.19.2 KM 0005816.5 |
 CR1042| DM1271 MOUNT PLEASANT MUNICIPAL TANK       APPROX.19.1 KM 0010639.2 |
 CR1042| CR1227 PITTSBURG W MUNICIPAL TANK           43.138 METERS 04839     |
 CR1042| CR1041 PITTSBURG RM 1                       29.377 METERS 06230     |
 CR1042| CR1226 PITTSBURG MUNICIPAL TANK            APPROX. 1.0 KM 0730105.7 |
 CR1042| CX6067 PITTSBURG RM 2                       23.032 METERS 17332     |
 CR1042| CX6068 PITTSBURG RM 3                       22.585 METERS 17336     |
 CR1042| CR1043 PITTSBURG AZ MK                                    1952449.9 |
 CR1042| CX6066 PITTSBURG AZ MK 2                                  1984000.7 |
 CR1042|---------------------------------------------------------------------|
 CR1042
 CR1042                          SUPERSEDED SURVEY CONTROL
 CR1042
 CR1042  NAD 83(1993)-  32 59 45.80627(N)    094 58 48.27036(W) AD(       ) 1
 CR1042  NAD 83(1986)-  32 59 45.80575(N)    094 58 48.26355(W) AD(       ) 1
 CR1042  NAD 27      -  32 59 45.35980(N)    094 58 47.49460(W) AD(       ) 1
 CR1042  NGVD 29 (??/??/92)  132.774  (m)          435.61   (f) ADJ UNCH    1 2
 CR1042
 CR1042.Superseded values are not recommended for survey control.
 CR1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1042.See file dsdata.txt to determine how the superseded data were derived.
 CR1042
 CR1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1500652591(NAD 83)
 CR1042_MARKER: DS = TRIANGULATION STATION DISK
 CR1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1042
 CR1042  HISTORY     - Date     Condition        Report By
 CR1042  HISTORY     - 1950     MONUMENTED       CGS
 CR1042  HISTORY     - 1954     GOOD             CGS
 CR1042  HISTORY     - 1956     GOOD             CGS
 CR1042  HISTORY     - 1958     GOOD             CGS
 CR1042  HISTORY     - 1968     SEE DESCRIPTION  CGS
 CR1042
 CR1042                          STATION DESCRIPTION
 CR1042
 CR1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1042'STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE CENTER OF THE TOWN
 CR1042'OF PITTSBURG AND AT THE EAST EDGE OF A CULTIVATED FIELD AND ACROSS
 CR1042'THE FENCE FROM THE WEST END OF THE WESTWARD EXTENSION OF FRED
 CR1042'STREET.  IT IS 11 FEET WEST OF A FENCE LINE AND ROW OF SMALL
 CR1042'TREES AND 11 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 CR1042'PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED, PITTSBURG 1950.
 CR1042'
 CR1042'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE APPROXIMATE
 CR1042'CENTERLINE OF FRED STREET, 73 FEET WEST OF A POWERLINE POLE AND
 CR1042'74-1/2 FEET EAST OF GATE IN FENCE LINE.  THE MARK PROJECTS ABOUT
 CR1042'5 INCHES AND THE DISC IS STAMPED, PITTSBURG NO 1 1950.
 CR1042'
 CR1042'REFERENCE MARK NO. 2 IS ALONG THE EAST SIDE OF THE CULTIVATED
 CR1042'FIELD, 1-1/2 FEET WEST OF THE FENCE LINE.  THE MARK PROJECTS
 CR1042'ABOUT 4 INCHES AND THE DISC IS STAMPED, PITTSBURG NO 2 1950.
 CR1042'
 CR1042'AZIMUTH MARK IS ALONG THE SOUTH RIGHT-OF-WAY OF A ROAD, THE
 CR1042'WESTWARD EXTENSION OF FULTON STREET, ABOUT 19 FEET NORTH OF THE
 CR1042'APPROXIMATE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE FENCE
 CR1042'LINE, 3 FEET WEST OF A WHITE WITNESS POST AND 2-1/4 FEET EAST
 CR1042'OF A GATE POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISC
 CR1042'IS STAMPED, PITTSBURG 1950.
 CR1042'
 CR1042'THE STATION WAS REACHED FROM THE NORTH SIDE OF THE RAILROAD
 CR1042'STATION IN PITTSBURG, BY GOING WEST TO MILL STREET (ABOUT 1 BLOCK)
 CR1042'THENCE LEFT OR SOUTH ON MILL STREET TO FRED STREET, THENCE WEST ON
 CR1042'FRED STREET FOR 0.3 MILE TO THE WEST END OF THE STREET AND THE
 CR1042'STATION SITE AS DESCRIBED ABOVE.
 CR1042'
 CR1042'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FRED STREET
 CR1042'TO FRANKLIN STREET, THENCE RIGHT OR SOUTH ON FRANKLIN STREET
 CR1042'0.2 MILE TO FULTON STREET, THENCE RIGHT OR WEST ON FULTON STREET
 CR1042'FOR 0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED ABOVE.
 CR1042'
 CR1042'A 90 FOOT SIGNAL AT MIDWAY WAS VISIBLE AT 20 FT.
 CR1042'
 CR1042'A 103 FOOT SIGNAL AT ESSL WAS VISIBLE AT 50 FEET.
 CR1042'
 CR1042'A 103 FOOT SIGNAL AT PARK WAS VISIBLE FROM THE GROUND.
 CR1042'
 CR1042'A 50 FOOT SIGNAL AT POPE WAS VISIBLE FROM THE GROUND.
 CR1042'
 CR1042'A 50 FOOT SIGNAL AT MOUNT PLEASANT, ECC WAS VISIBLE AT 30 FEET.
 CR1042'
 CR1042'A 90 FOOT SIGNAL AT KILFOYL WAS VISIBLE AT 64 FEET.
 CR1042'
 CR1042'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1042
 CR1042                          STATION RECOVERY (1954)
 CR1042
 CR1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 CR1042'0.7 MILE SOUTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD
 CR1042'FROM THE STATION AT PITTSBURG, THENCE 0.1 MILE SOUTH ALONG A NORTH
 CR1042'AND SOUTH FENCE, 39 FEET NORTHWEST OF THE NORTHWEST SIDE OF A
 CR1042'LARGE CONCRETE WATER TANK, 27 FEET SOUTH OF THE CENTER LINE OF
 CR1042'FRED STREET, 45 FEET SOUTH OF A POWER POLE, 11 FEET WEST OF A
 CR1042'NORTH AND SOUTH FENCE, 8.5 FEET WEST OF A WITNESS POST, AT THE
 CR1042'WEST END OF FRED STREET, A TRIANGULATION STATION DISK SET IN
 CR1042'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 CR1042'GROUND, STAMPED PITTSBURG 1950.
 CR1042'
 CR1042'PITTSBURG R.M. 1 IS 96.5 FEET NORTHEAST OF TRIANGULATION STATION
 CR1042'PITTSBURG 1950, 31 FEET SOUTHWEST OF THE SOUTH LEG OF A WATER
 CR1042'TOWER, 20 FEET NORTH OF THE CENTER LINE OF FRED STREET, 4.3 FEET
 CR1042'WEST OF A POWER POLE, A REFERENCE MARK DISK SET IN THE TOP OF
 CR1042'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED
 CR1042'PITTSBURG NO 1 1950.
 CR1042'
 CR1042'PITTSBURG 1950 AZIMUTH IS 0.3 MILE SOUTHWEST OF TRIANGULATION
 CR1042'STATION PITTSBURG 1950, 0.1 MILE WEST OF THE CITY LIMITS, 21 FEET
 CR1042'NORTH OF THE CENTER LINE OF A ROAD, 8 FEET EAST OF THE CENTER OF A
 CR1042'WIRE GATE, 1.4 FEET NORTH OF A FENCE, 3 FEET WEST OF A WITNESS
 CR1042'POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 CR1042'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED PITTSBURG
 CR1042'1950.
 CR1042
 CR1042                          STATION RECOVERY (1956)
 CR1042
 CR1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1042'THE STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE RECOVERED
 CR1042'IN GOOD CONDITION AS DESCRIBED.
 CR1042
 CR1042                          STATION RECOVERY (1958)
 CR1042
 CR1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1042'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 CR1042'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT
 CR1042'RECOVERED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 CR1042'
 CR1042'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE CENTER OF THE
 CR1042'TOWN OF PITTSBURG AT THE EAST EDGE OF A FIELD AND JUST OVER
 CR1042'THE FENCE FROM THE WEST END OF FRED STREET.  IT IS 141.9 FEET
 CR1042'SOUTHWEST OF THE CENTER OF THE PITTSBURG, WEST MUNICIPAL WATER
 CR1042'TANK, 31 FEET SOUTH OF A CITY LIMITS MARKER POST, 11 FEET WEST
 CR1042'OF A FENCE LINE AND 2 FEET SOUTHWEST OF A WITNESS POST.  THE
 CR1042'MARK PROJECTS 2 INCHES AND IS STAMPED PITTSBURG 1950.
 CR1042'
 CR1042'REFERENCE MARK NO. 1 IS 75 FEET EAST OF THE CITY LIMITS MARKER
 CR1042'POST, 53 FEET SOUTH OF THE CENTER PIPE OF THE WATER TANK, ABOUT
 CR1042'18 FEET NORTH OF THE CENTER OF FRED STREET AND 4 FEET WEST OF A
 CR1042'POWER POLE.  IT IS A FLUSH MARK AND IS STAMPED PITTSBURG NO 1
 CR1042'1950.
 CR1042'
 CR1042'REFERENCE MARK NO. 3 IS 20 FEET WEST-SOUTHWEST OF A CEMENT WATER
 CR1042'TANK AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS
 CR1042'6-INCHES AND IS STAMPED PITTSBURG NO 3 1950.
 CR1042'
 CR1042'THE AZIMUTH MARK IS ON THE NORTH SIDE OF FULTON STREET NEAR
 CR1042'A WIRE GATE OPPOSITE THE DRIVEWAY TO A LARGE WHITE HOUSE.  IT
 CR1042'IS 21 FEET WEST OF A TELEPHONE POLE, ABOUT 16 FEET NORTH OF THE
 CR1042'CENTER OF THE ROAD, 3 FEET EAST OF A GATE POST AND 2 FEET WEST OF
 CR1042'A WITNESS POST.  THE MARK PROJECTS 6-INCHES AND IS STAMPED
 CR1042'PITTSBURG 1950.
 CR1042'
 CR1042'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON FRED
 CR1042'STREET TO FRANKLIN STREET, TURN RIGHT ON FRANKLIN STREET AND
 CR1042'GO ABOUT 0.25 MILE TO FULTON STREET, TURN RIGHT AND GO WEST ON
 CR1042'FULTON STREET FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT
 CR1042'AS DESCRIBED.
 CR1042'
 CR1042'TO REACH THE STATION FROM THE POST OFFICE IN PITTSBURG GO WEST ON
 CR1042'STATE ROAD 11 FOR ONE BLOCK TO THE JUNCTION OF STATE ROAD 11
 CR1042'AND U.S. HIGHWAY 271, CONTINUE STRAIGHT AHEAD ON STATE ROAD 11,
 CR1042'WHICH FOLLOWS QUITMAN STREET, FOR 0.45 MILE TO NORTH TEXAS
 CR1042'STREET, TURN LEFT ON NORTH TEXAS STREET AND GO 0.25 MILE TO
 CR1042'FRED STREET, TURN RIGHT ON FRED STREET AND GO 0.4 MILE TO THE
 CR1042'PITTSBURG, WEST MUNICIPAL WATER TANK AND THE STATION AS
 CR1042'DESCRIBED.
 CR1042
 CR1042                          STATION RECOVERY (1968)
 CR1042
 CR1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CR1042'REFERENCE MARKS 1 AND 2 ALONG WITH THE AZIMUTH MARK WERE
 CR1042'FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE SURFACE STATION
 CR1042'MARK WAS FOUND IN ERROR AND WAS RESET HOLDING THE SUB SURFACE
 CR1042'POINT.  A NEW AZIMUTH MARK WAS SET AND THE OLD AZIMUTH MARK
 CR1042'WAS DESTROYED AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT
 CR1042'TO CLEAR THE AREA FOR ROAD IMPROVEMENT AND THE DISK SALVAGED.
 CR1042'
 CR1042'THE PREVIOUS RECOVERY NOTE IS ADEQUATE WITH BELOW INFORMATION.
 CR1042'
 CR1042'THE STREET AT THE STATION SITE IS VICTORY STREET WHICH IS AN
 CR1042'EXTENSION OF FRED STREET.
 CR1042'
 CR1042'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PITTSBURG 1950 AZ 2
 CR1042'1968, SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH
 CR1042'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 74 FEET
 CR1042'NORTH OF THE CENTERLINE OF A ROAD, 12 FEET WEST OF POWER POLE
 CR1042'NO. 22369, 12 FEET EAST OF POWER POLE GUY WIRE DEADMAN, 1 FOOT
 CR1042'SOUTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST AND AT
 CR1042'TEXAS HIGHWAY DEPARTMENT STA. 35 + 26.
 CR1042'
 CR1042'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1226 ***********************************************************************
 CR1226  DESIGNATION -  PITTSBURG MUNICIPAL TANK
 CR1226  PID         -  CR1226
 CR1226  STATE/COUNTY-  TX/CAMP
 CR1226  USGS QUAD   -  PITTSBURG (1960)
 CR1226
 CR1226                         *CURRENT SURVEY CONTROL
 CR1226  ___________________________________________________________________
 CR1226* NAD 83(1993)-  32 59 55.48047(N)    094 58 10.65999(W)     ADJUSTED  
 CR1226* NAVD 88     -                                                        
 CR1226  ___________________________________________________________________
 CR1226  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CR1226  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CR1226
 CR1226  HORZ ORDER  -  THIRD
 CR1226
 CR1226.The horizontal coordinates were established by classical geodetic methods
 CR1226.and adjusted by the National Geodetic Survey in February 1996..
 CR1226
 CR1226
 CR1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1226
 CR1226.The geoid height was determined by GEOID03.
 CR1226
 CR1226;                    North         East     Units Scale Factor Converg.
 CR1226;SPC TXNC     - 2,153,256.156   929,825.332   MT  0.99987305   +1 55 31.6
 CR1226;SPC TXNC     - 7,064,474.57  3,050,601.94   sFT  0.99987305   +1 55 31.6
 CR1226;UTM  15      - 3,652,870.728   315,988.114   MT  1.00001751   -1 04 22.8
 CR1226
 CR1226                          SUPERSEDED SURVEY CONTROL
 CR1226
 CR1226  NAD 83(1993)-  32 59 55.48465(N)    094 58 10.65453(W) AD(       ) 4
 CR1226  NAD 83(1986)-  32 59 55.48405(N)    094 58 10.64737(W) AD(       ) 4
 CR1226  NAD 27      -  32 59 55.03700(N)    094 58 09.88300(W) AD(       ) 3
 CR1226
 CR1226.Superseded values are not recommended for survey control.
 CR1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1226.See file dsdata.txt to determine how the superseded data were derived.
 CR1226
 CR1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1598852871(NAD 83)
 CR1226_MARKER: 53 = ELEVATED TANK
 CR1226
 CR1226  HISTORY     - Date     Condition        Report By
 CR1226  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1226  HISTORY     - 1956     GOOD             CGS
 CR1226
 CR1226                          STATION DESCRIPTION
 CR1226
 CR1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1226'THE STATION IS LOCATED IN THE TOWN OF PITTSBURG, ABOUT 1/2
 CR1226'BLOCK NORTH OF MORELAND STREET AND 100 FEET EAST OF WHITMAN
 CR1226'STREET.  THE TANK IS ELEVATED, ABOUT 125 FEET HIGH, ON FOUR
 CR1226'LEGS AND IS PAINTED SILVER COLORED.  THE APEX OF THE TOP
 CR1226'WAS THE POINT INTERSECTED.
 CR1226
 CR1226                          STATION RECOVERY (1956)
 CR1226
 CR1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1226'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1226'
 CR1226'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1227 ***********************************************************************
 CR1227  DESIGNATION -  PITTSBURG W MUNICIPAL TANK
 CR1227  PID         -  CR1227
 CR1227  STATE/COUNTY-  TX/CAMP
 CR1227  USGS QUAD   -  PITTSBURG (1960)
 CR1227
 CR1227                         *CURRENT SURVEY CONTROL
 CR1227  ___________________________________________________________________
 CR1227* NAD 83(1993)-  32 59 46.72723(N)    094 58 47.02930(W)     ADJUSTED  
 CR1227* NAVD 88     -                                                        
 CR1227  ___________________________________________________________________
 CR1227  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CR1227  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CR1227
 CR1227  HORZ ORDER  -  THIRD
 CR1227
 CR1227.The horizontal coordinates were established by classical geodetic methods
 CR1227.and adjusted by the National Geodetic Survey in February 1996..
 CR1227
 CR1227
 CR1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1227
 CR1227.The geoid height was determined by GEOID03.
 CR1227
 CR1227;                    North         East     Units Scale Factor Converg.
 CR1227;SPC TXNC     - 2,152,955.010   928,890.884   MT  0.99987309   +1 55 11.8
 CR1227;SPC TXNC     - 7,063,486.56  3,047,536.18   sFT  0.99987309   +1 55 11.8
 CR1227;UTM  15      - 3,652,618.837   315,039.054   MT  1.00002183   -1 04 42.4
 CR1227
 CR1227                          SUPERSEDED SURVEY CONTROL
 CR1227
 CR1227  NAD 83(1993)-  32 59 46.73262(N)    094 58 47.02151(W) AD(       ) 4
 CR1227  NAD 83(1986)-  32 59 46.73129(N)    094 58 47.01603(W) AD(       ) 4
 CR1227  NAD 27      -  32 59 46.28700(N)    094 58 46.24400(W) AD(       ) 3
 CR1227
 CR1227.Superseded values are not recommended for survey control.
 CR1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1227.See file dsdata.txt to determine how the superseded data were derived.
 CR1227
 CR1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1503952619(NAD 83)
 CR1227_MARKER: 53 = ELEVATED TANK
 CR1227
 CR1227  HISTORY     - Date     Condition        Report By
 CR1227  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1227
 CR1227                          STATION DESCRIPTION
 CR1227
 CR1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1227'THE STATION IS LOCATED NEAR THE WEST EDGE OF PITTSBURG.  IT IS
 CR1227'LOCATED AT THE END OF FRED STREET.  THE TANK IS MUSHROOM IN SHAPE
 CR1227'WITH A BALL AT THE APEX OF THE ROOF AND IS PAINTED SILVER IN COLOR.
 CR1227'IT IS SUPPORTED BY A SIX LEGGED STEEL STRUCTURE.  THE OVER-ALL
 CR1227'HEIGHT IS 150 FEET.
 CR1227'
 CR1227'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2715 ***********************************************************************
 AW2715  DESIGNATION -  PIVOT PIER
 AW2715  PID         -  AW2715
 AW2715  STATE/COUNTY-  TX/GALVESTON
 AW2715  USGS QUAD   -  TEXAS CITY (1994)
 AW2715
 AW2715                         *CURRENT SURVEY CONTROL
 AW2715  ___________________________________________________________________
 AW2715* NAD 83(1986)-  29 27 41.     (N)    094 58 26.     (W)     SCALED    
 AW2715* NAVD 88     -         1.66   (+/-2cm)       5.4    (feet)  VERTCON   
 AW2715  ___________________________________________________________________
 AW2715  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW2715
 AW2715  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2715
 AW2715.The horizontal coordinates were scaled from a topographic map and have
 AW2715.an estimated accuracy of +/- 6 seconds.
 AW2715
 AW2715.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2715.The vertical order pertains to the NGVD 29 superseded value.
 AW2715
 AW2715.The geoid height was determined by GEOID03.
 AW2715
 AW2715;                    North         East    Units  Estimated Accuracy
 AW2715;SPC TXSC     - 4,187,150.      990,420.      MT  (+/- 180 meters Scaled)
 AW2715
 AW2715                          SUPERSEDED SURVEY CONTROL
 AW2715
 AW2715  NGVD 29 (??/??/92)    1.659  (m)            5.44   (f) ADJ UNCH    1 2
 AW2715
 AW2715.Superseded values are not recommended for survey control.
 AW2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2715.See file dsdata.txt to determine how the superseded data were derived.
 AW2715
 AW2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN085607(NAD 83)
 AW2715_MARKER: X = CHISELED CROSS
 AW2715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2715_SP_SET: PIER
 AW2715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2715
 AW2715  HISTORY     - Date     Condition        Report By
 AW2715  HISTORY     - UNK      MONUMENTED       USE
 AW2715  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2715  HISTORY     - 19960713 MARK NOT FOUND   USPSQD
 AW2715  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW2715  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW2715
 AW2715                          STATION DESCRIPTION
 AW2715
 AW2715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2715'6.75 MI SE FROM KEMAH.
 AW2715'ABOUT 6.75 MILES SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE
 AW2715'AT KEMAH, AT THE TEXAS AND NEW ORLEANS RAILROAD BRIDGE OVER DICKINSON
 AW2715'BAYOU, 9 1/2 FEET EAST OF THE EAST RAIL, ABOUT 4 INCHES SOUTH OF A
 AW2715'1-FOOT SQUARE FLAT IRON STEP BOLTED TO THE IRON FLANGE AND ABOUT 6
 AW2715'FEET BELOW THE LEVEL OF THE TRACK, IN THE MOST SOUTHERNLY ONE OF 2
 AW2715'CHISELED CROSSES ON THE EAST EDGE OF AN IRON FLANGE OF THE PIVOT PIER
 AW2715'OF THE BRIDGE.  NOTE-- THIS MARK WAS NOT LOOKED FOR BECAUSE THE BRIDGE
 AW2715'IS ALWAYS TURNED FOR THE PASSING OF BARGES AND WE WERE UNABLE TO GET
 AW2715'OUT ONTO THE BRIDGE.
 AW2715
 AW2715                          STATION RECOVERY (1996)
 AW2715
 AW2715'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2715'MARK NOT FOUND.
 AW2715
 AW2715                          STATION RECOVERY (1999)
 AW2715
 AW2715'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2715'MARK NOT FOUND.
 AW2715
 AW2715                          STATION RECOVERY (2004)
 AW2715
 AW2715'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2715' 
 AW2715' 
 AW2715' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0471 ***********************************************************************
 CE0471  DESIGNATION -  PLAIN
 CE0471  PID         -  CE0471
 CE0471  STATE/COUNTY-  TX/EL PASO
 CE0471  USGS QUAD   -  CLINT SE (1995)
 CE0471
 CE0471                         *CURRENT SURVEY CONTROL
 CE0471  ___________________________________________________________________
 CE0471* NAD 83(1993)-  31 36 22.22347(N)    106 00 27.98501(W)     ADJUSTED  
 CE0471* NAVD 88     -      1229.11   (+/-2cm)    4032.5    (feet)  VERTCON   
 CE0471  ___________________________________________________________________
 CE0471  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CE0471  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CE0471
 CE0471  HORZ ORDER  -  SECOND
 CE0471  VERT ORDER  -  THIRD ? (See Below)
 CE0471
 CE0471.The horizontal coordinates were established by classical geodetic methods
 CE0471.and adjusted by the National Geodetic Survey in February 1996..
 CE0471
 CE0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0471.The vertical order pertains to the NGVD 29 superseded value.
 CE0471
 CE0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0471
 CE0471.The geoid height was determined by GEOID03.
 CE0471
 CE0471;                    North         East     Units Scale Factor Converg.
 CE0471;SPC TX C     - 3,228,739.179   161,792.349   MT  0.99993729   -2 55 21.6
 CE0471;SPC TX C     -10,592,955.12    530,813.73   sFT  0.99993729   -2 55 21.6
 CE0471;UTM  13      - 3,497,224.947   404,403.535   MT  0.99971271   -0 31 41.5
 CE0471
 CE0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0471!SPC TX C     -   0.99981076  x   0.99993729  =   0.99974806
 CE0471!UTM  13      -   0.99981076  x   0.99971271  =   0.99952353
 CE0471
 CE0471|---------------------------------------------------------------------|
 CE0471| PID    Reference Object                     Distance      Geod. Az  |
 CE0471|                                                           dddmmss.s |
 CE0471| CC8008 PLAIN RM 1                           14.140 METERS 13922     |
 CE0471| CC8007 PLAIN AZ MK                                        2653338.5 |
 CE0471| CC8009 PLAIN RM 2                           20.485 METERS 26657     |
 CE0471|---------------------------------------------------------------------|
 CE0471
 CE0471                          SUPERSEDED SURVEY CONTROL
 CE0471
 CE0471  NAD 83(1986)-  31 36 22.23249(N)    106 00 27.97951(W) AD(       ) 2
 CE0471  NAD 27      -  31 36 21.81500(N)    106 00 26.07600(W) AD(       ) 2
 CE0471  NGVD 29 (07/19/86) 1228.52   (m)         4030.6    (f) LEVELING    3  
 CE0471
 CE0471.Superseded values are not recommended for survey control.
 CE0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0471.See file dsdata.txt to determine how the superseded data were derived.
 CE0471
 CE0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ0440497225(NAD 83)
 CE0471_MARKER: DS = TRIANGULATION STATION DISK
 CE0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0471
 CE0471  HISTORY     - Date     Condition        Report By
 CE0471  HISTORY     - 1936     MONUMENTED       CGS
 CE0471  HISTORY     - 1954     GOOD             AMS
 CE0471  HISTORY     - 1956     GOOD             CGS
 CE0471
 CE0471                          STATION DESCRIPTION
 CE0471
 CE0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0471'STATION IS LOCATED ABOUT 11 MILES NE OF FABENS AND 13-1/2
 CE0471'MILES E OF CLINT.  IT IS ON A BRUSH-COVERED FLAT ABOUT
 CE0471'3/8 MILE SE OF A WOOD WELL DERRICK, WHICH IS ABOUT 1/4 MILE
 CE0471'N OF THE E-AND-W TRACK ROAD AND TELEPHONE LINE THAT PASSES
 CE0471'TO THE S OF THE STATION.  THE STATION MARK PROJECTS 4 INCHES
 CE0471'AND IS 62 FEET N OF THE CENTER LINE OF THE ABOVE-MENTIONED
 CE0471'ROAD AND 36.7 FEET N OF TELEPHONE POLE 30/2.
 CE0471'
 CE0471'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CE0471'BRONZE DISKS SET IN CONCRETE.
 CE0471'
 CE0471'REFERENCE MARK NO. 1 PROJECTS 2 INCHES.  IT IS 27 FEET
 CE0471'NW OF TELEPHONE POLE NO. 30/2.
 CE0471'
 CE0471'REFERENCE MARK NO. 2 PROJECTS 2 INCHES.
 CE0471'
 CE0471'THE AZIMUTH MARK PROJECTS 4 INCHES.  IT IS 38 FEET N OF THE
 CE0471'CENTER LINE OF THE ABOVE E-AND-W ROAD AND 71 FEET NW OF
 CE0471'TELEPHONE POLE 29/23.
 CE0471'
 CE0471'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CE0471'
 CE0471'TO REACH THE STATION FROM THE GRADE CROSSING SE OF THE SOUTHERN
 CE0471'PACIFIC RAILROAD DEPOT IN FABENS, GO E AND NE ON GRADED
 CE0471'ROAD 11.8 MILES TO A POINT WHERE THE GRADED ROAD TURNS HALF
 CE0471'RIGHT.  (THERE IS A TRACK ROAD AND TELEPHONE LINE THAT COMES
 CE0471'IN ON THE LEFT AT THIS POINT.) HERE TURN SHARP LEFT AND GO
 CE0471'W ON TRACK ROAD ALONG THE S SIDE OF TELEPHONE LINE FOR 0.8
 CE0471'MILE TO THE STATION ON THE N SIDE OF THE ROAD, WHICH IS AT
 CE0471'A POINT 62 FEET N OF TELEPHONE POLE NO. 30/2.
 CE0471
 CE0471                          STATION RECOVERY (1954)
 CE0471
 CE0471'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0471'THE STATION MARK (A STANDARD DISK, STAMPED PLAIN 1936
 CE0471'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FT.)
 CE0471'WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  IT IS
 CE0471'80 FT. S-SE OF THE CENTERLINE OF A ROAD, 95 FT. SE OF THE
 CE0471'CENTERLINE OF A ROAD PERPENDICULAR TO A LONE BUSH, AND
 CE0471'104 FT. SW OF THE CENTERLINE OF A ROAD PERPENDICULAR TO A
 CE0471'LONE BUSH.  TELEPHONE POLE AT THE STATION IS NUMBERED 30.2
 CE0471'AND IS PAINTED 912.
 CE0471'
 CE0471'REFERENCE MARK 1 IS IN VERY POOR SHAPE, BUT REFERENCE MARK
 CE0471'2 IS GOOD.
 CE0471'
 CE0471'THE AZIMUTH MARK (A STANDARD AZIMUTH-MARK DISK, STAMPED
 CE0471'PLAIN 1936 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CE0471'0.8 FT.) WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CE0471'IT IS 52 FT. S OF THE CENTERLINE OF A ROAD, 41 FT. SW OF
 CE0471'THE E EDGE OF A LONE TREE, 70 FT. W OF THE E EDGE OF A LONE
 CE0471'TREE, AND 83 FT. NE OF THE SW EDGE OF A LONE TREE.
 CE0471
 CE0471                          STATION RECOVERY (1956)
 CE0471
 CE0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LWD)
 CE0471'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION
 CE0471'AS DESCRIBED.  REFERENCE MARK 2 WAS RECOVERED, BUT IT WAS
 CE0471'LEANING 50 DEG.  DIRECTIONS FOR PROCEEDING TO THE STATION
 CE0471'SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0740 ***********************************************************************
 DQ0740  DESIGNATION -  PLAINS
 DQ0740  PID         -  DQ0740
 DQ0740  STATE/COUNTY-  TX/YOAKUM
 DQ0740  USGS QUAD   -  PLAINS NW (1971)
 DQ0740
 DQ0740                         *CURRENT SURVEY CONTROL
 DQ0740  ___________________________________________________________________
 DQ0740* NAD 83(1993)-  33 09 17.18009(N)    102 55 47.48015(W)     ADJUSTED  
 DQ0740* NAVD 88     -      1143.9    (meters)    3753.     (feet)  VERTCON   
 DQ0740  ___________________________________________________________________
 DQ0740  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 DQ0740  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 DQ0740
 DQ0740  HORZ ORDER  -  FIRST
 DQ0740
 DQ0740.The horizontal coordinates were established by classical geodetic methods
 DQ0740.and adjusted by the National Geodetic Survey in February 1996..
 DQ0740
 DQ0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0740
 DQ0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0740
 DQ0740.The geoid height was determined by GEOID03.
 DQ0740
 DQ0740;                    North         East     Units Scale Factor Converg.
 DQ0740;SPC TXNC     - 2,173,726.544   186,914.481   MT  0.99987424   -2 24 57.7
 DQ0740;SPC TXNC     - 7,131,634.50    613,235.26   sFT  0.99987424   -2 24 57.7
 DQ0740;SPC NM E     -   239,794.210   295,923.429   MT  1.00012037   +0 46 03.6
 DQ0740;SPC NM E     -   786,724.84    970,875.45   sFT  1.00012037   +0 46 03.6
 DQ0740;UTM  13      - 3,670,353.193   693,062.929   MT  1.00005958   +1 07 57.1
 DQ0740
 DQ0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0740!SPC TXNC     -   0.99982390  x   0.99987424  =   0.99969816
 DQ0740!SPC NM E     -   0.99982390  x   1.00012037  =   0.99994425
 DQ0740!UTM  13      -   0.99982390  x   1.00005958  =   0.99988347
 DQ0740
 DQ0740|---------------------------------------------------------------------|
 DQ0740| PID    Reference Object                     Distance      Geod. Az  |
 DQ0740|                                                           dddmmss.s |
 DQ0740| CJ7317 PLAINS RM 1                          25.753 METERS 04524     |
 DQ0740| CJ7316 PLAINS AZ MK                                       1832604.4 |
 DQ0740| CJ7318 PLAINS RM 2                          22.418 METERS 29450     |
 DQ0740|---------------------------------------------------------------------|
 DQ0740
 DQ0740                          SUPERSEDED SURVEY CONTROL
 DQ0740
 DQ0740  NAD 83(1993)-  33 09 17.18134(N)    102 55 47.47893(W) AD(       ) 1
 DQ0740  NAD 83(1986)-  33 09 17.18479(N)    102 55 47.47698(W) AD(       ) 1
 DQ0740  NAD 27      -  33 09 16.80700(N)    102 55 45.69800(W) AD(       ) 1
 DQ0740  NGVD 29 (07/19/86) 1143.5    (m)         3752.     (f) VERT ANG       
 DQ0740
 DQ0740.Superseded values are not recommended for survey control.
 DQ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0740.See file dsdata.txt to determine how the superseded data were derived.
 DQ0740
 DQ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS9306370353(NAD 83)
 DQ0740_MARKER: DS = TRIANGULATION STATION DISK
 DQ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0740
 DQ0740  HISTORY     - Date     Condition        Report By
 DQ0740  HISTORY     - 1934     MONUMENTED       CGS
 DQ0740  HISTORY     - 1938     GOOD             CGS
 DQ0740  HISTORY     - 1959     GOOD             CGS
 DQ0740  HISTORY     - 1968     POOR             CGS
 DQ0740  HISTORY     - 1969     MARK NOT FOUND   CGS
 DQ0740  HISTORY     - 1969     MARK NOT FOUND   CGS
 DQ0740
 DQ0740                          STATION DESCRIPTION
 DQ0740
 DQ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0740'ABOUT 10 MILES SOUTHEAST OF BRONCO, TEX., 6 MILES WEST-SOUTHWEST
 DQ0740'OF PLAINS, TEX., IN A SANDY PASTURE ON THE HIGHEST GROUND IN
 DQ0740'THE IMMEDIATE VICINITY, IN SECTION 473, BLOCK D, 0.8 MILE NORTH
 DQ0740'OF A DESERTED RANCH HOUSE, 200 YARDS NORTH OF AN EAST-WEST
 DQ0740'FENCE, ON LAND OWNED BY A METHODIST MINISTER WHO LIVES IN EL
 DQ0740'PASO, TEX.  AS VIEWED FROM THE EAST THE STATION APPEARS TO
 DQ0740'BE ON A HIGH RIDGE.  TO REACH FROM THE W.T. ARNETT RANCH
 DQ0740'(SEE DESCRIPTION OF STATION READ), TAKE THE LEFT FORK AT THE
 DQ0740'SOUTHEAST CORNER OF THE YARD AND FOLLOW A PLAIN TRAIL
 DQ0740'SOUTHEASTERLY 0.6 MILE TO A FENCE CORNER, CONTINUE SOUTHERLY 1.9
 DQ0740'MILES, TAKE LEFT FORK AND CONTINUE SOUTH 100 YARDS, PASS
 DQ0740'THROUGH A GATE AND CONTINUE SOUTH 0.4 MILE, PASS THROUGH A GATE
 DQ0740'AND CONTINUE SOUTH 0.6 MILE TO A POINT WHERE A TRAIL COMES
 DQ0740'IN FROM THE EAST AND THE NORTH-SOUTH TRAIL BEARS
 DQ0740'SLIGHTLY TO THE SOUTH-WEST TOWARDS A RANCH ABOUT 0.2 MILE
 DQ0740'DISTANT, TURN LEFT AND FOLLOW EAST-WEST TRAIL EASTERLY 1.2
 DQ0740'MILES TO AN OLD RESERVOIR, WINDMILL, AND TREES, CONTINUE
 DQ0740'EASTERLY ON THE MAIN TRAIL 1.0 MILE PASS THROUGH A GATE AND
 DQ0740'CONTINUE EAST ON THE MAIN TRAIL 1.6 MILES TO A SOUTHWEST
 DQ0740'FENCE CORNER.  THE AZIMUTH MARK IS 100 FEET EAST OF THIS
 DQ0740'CORNER, AND A DESERTED RANCH HOUSE IS ABOUT 120 YARDS TO THE
 DQ0740'EAST.  FROM THIS POINT TURN LEFT (NORTH) AND GO 0.7 MILE
 DQ0740'ALONG THE WEST SIDE OF A NORTH-SOUTH FENCE TO A FENCE
 DQ0740'CORNER, GO NORTHEAST ACROSS COUNTRY 0.1 MILE TO THE HIGHEST
 DQ0740'POINT AND STATION.  THE SURFACE, UNDERGROUND, REFERENCE,
 DQ0740'AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DQ0740'REFERENCE MARK NO. 1 IS 84.49 FEET
 DQ0740'FROM STATION N 45 DEG 24 MIN E, AND NO. 2 IS 73.55 FEET
 DQ0740'FROM STATION N 65 DEG 10 MIN W.  THE AZIMUTH MARK IS 4
 DQ0740'FEET NORTH OF AN EAST-WEST FENCE, AND 0.7 MILE FROM STATION
 DQ0740'S 03 DEG 26 MIN W.
 DQ0740
 DQ0740                          STATION RECOVERY (1959)
 DQ0740
 DQ0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 DQ0740'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION
 DQ0740'AS DESCRIBED.  COULD NOT LOCATE REFERENCE MARK NO. 1.  DIRECTIONS
 DQ0740'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DQ0740
 DQ0740                          STATION RECOVERY (1968)
 DQ0740
 DQ0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCF)
 DQ0740'STATION DISTURBED.  STATION AND R.M. 2 HAVE BEEN HIT BY FARM
 DQ0740'MACHINERY.  BOTH MARKS ARE LEANING OVER.  A 3/8 RE-BAR ROD
 DQ0740'HAS BEEN SET OVER THE UNDERGROUND MARK.  REFERENCE MARK 1
 DQ0740'IS IN GOOD CONDITION.
 DQ0740
 DQ0740                          STATION RECOVERY (1969)
 DQ0740
 DQ0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DQ0740'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE FOUND DESTROYED
 DQ0740'BY FARM OPERATIONS.  AFTER CONSIDERABLE DIGGING FOR THE UNDERGROUND
 DQ0740'STATION MARK, A CLOSER INSPECTION WAS MADE OF THE SURFACE
 DQ0740'MARK AND THE UNDERGROUND MARK WAS FOUND STUCK TO THE BOTTOM
 DQ0740'OF SURFACE MARK WHICH HAD BEEN PULLED FROM ITS POSITION.
 DQ0740'
 DQ0740'A SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT WAS NOT RECOVERED.
 DQ0740'
 DQ0740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI WSW OF
 DQ0740'PLAINS
 DQ0740
 DQ0740                          STATION RECOVERY (1969)
 DQ0740
 DQ0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LSP)
 DQ0740'STATION AND REFERENCE MARKS HAVE BEEN DESTROYED.  MONUMENTS
 DQ0740'HAVE BEEN PULLED OUT OF THE GROUND AND THE TABLETS REMOVED.
 DQ0740'UNDERGROUND MARK IS PROBABLY THERE BUT WOULD BE EXTREMELY
 DQ0740'DIFFICULT TO LOCATE WITHOUT THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0828 ***********************************************************************
 EN0828  DESIGNATION -  PLAINS
 EN0828  PID         -  EN0828
 EN0828  STATE/COUNTY-  TX/FLOYD
 EN0828  USGS QUAD   -  SOUTH PLAINS (1966)
 EN0828
 EN0828                         *CURRENT SURVEY CONTROL
 EN0828  ___________________________________________________________________
 EN0828* NAD 83(1993)-  34 13 22.13857(N)    101 15 45.33317(W)     ADJUSTED  
 EN0828* NAVD 88     -       974.     (meters)    3196.     (feet)  SCALED    
 EN0828  ___________________________________________________________________
 EN0828  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 EN0828  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EN0828
 EN0828  HORZ ORDER  -  SECOND
 EN0828
 EN0828.The horizontal coordinates were established by classical geodetic methods
 EN0828.and adjusted by the National Geodetic Survey in February 1996..
 EN0828
 EN0828.The orthometric height was scaled from a topographic map.
 EN0828
 EN0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0828
 EN0828.The geoid height was determined by GEOID03.
 EN0828
 EN0828;                    North         East     Units Scale Factor Converg.
 EN0828;SPC TXNC     - 2,286,820.882   345,455.379   MT  1.00008152   -1 30 24.1
 EN0828;SPC TXNC     - 7,502,678.18  1,133,381.52   sFT  1.00008152   -1 30 24.1
 EN0828;SPC TX N     - 1,024,746.205   221,878.148   MT  1.00012638   +0 08 15.3
 EN0828;SPC TX N     - 3,362,021.51    727,945.22   sFT  1.00012638   +0 08 15.3
 EN0828;UTM  14      - 3,789,177.006   291,581.555   MT  1.00013548   -1 16 22.7
 EN0828
 EN0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0828!SPC TXNC     -   0.99985134  x   1.00008152  =   0.99993285
 EN0828!SPC TX N     -   0.99985134  x   1.00012638  =   0.99997770
 EN0828!UTM  14      -   0.99985134  x   1.00013548  =   0.99998680
 EN0828
 EN0828|---------------------------------------------------------------------|
 EN0828| PID    Reference Object                     Distance      Geod. Az  |
 EN0828|                                                           dddmmss.s |
 EN0828| CJ7323 PLAINS RM 4                          15.958 METERS 01516     |
 EN0828| CJ7320 PLAINS RM 1                          22.255 METERS 16804     |
 EN0828| CJ7322 PLAINS RM 3                          26.503 METERS 16957     |
 EN0828| CJ7324 PLAINS RM 5 AZIMUTH                                1722117.5 |
 EN0828| CJ7319 PLAINS AZ MK                                       1795513.9 |
 EN0828| CJ7321 PLAINS RM 2                          31.227 METERS 25911     |
 EN0828| EN0829 SOUTH PLAINS COOP ELEVATOR          APPROX. 4.2 KM 2705146.1 |
 EN0828| EN0830 SOUTH PLAINS MUNICIPAL TANK         APPROX. 4.3 KM 2750921.5 |
 EN0828|---------------------------------------------------------------------|
 EN0828
 EN0828                          SUPERSEDED SURVEY CONTROL
 EN0828
 EN0828  NAD 83(1993)-  34 13 22.14077(N)    101 15 45.33096(W) AD(       ) 2
 EN0828  NAD 83(1986)-  34 13 22.14462(N)    101 15 45.32774(W) AD(       ) 2
 EN0828  NAD 27      -  34 13 21.88946(N)    101 15 43.76920(W) AD(       ) 2
 EN0828
 EN0828.Superseded values are not recommended for survey control.
 EN0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0828.See file dsdata.txt to determine how the superseded data were derived.
 EN0828
 EN0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9158289177(NAD 83)
 EN0828_MARKER: DS = TRIANGULATION STATION DISK
 EN0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0828
 EN0828  HISTORY     - Date     Condition        Report By
 EN0828  HISTORY     - 1964     MONUMENTED       CGS
 EN0828  HISTORY     - 1973     GOOD             NGS
 EN0828
 EN0828                          STATION DESCRIPTION
 EN0828
 EN0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0828'THE STATION IS ABOUT 17 MILES NORTH-NORTHEAST OF FLOYDADA, 17 MILES
 EN0828'SOUTH-SOUTHEAST OF SILVERTON, 2-1/2 MILES EAST OF SOUTH PLAINS AND
 EN0828'0.1 MILE EAST OF A RANCH HOUSE IN PASTURE LAND ON PROPERTY OWNED BY
 EN0828'MR.  L.T. WOODS.
 EN0828'
 EN0828'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH PLAINS, GO SOUTH
 EN0828'ON STATE HIGHWAY 207 FOR 0.7 MILE TO A GRADED CROSSROAD.  TURN LEFT
 EN0828'AND GO EAST ON GRADED ROAD FOR 2.0 MILES TO A CROSSROAD.  CONTINUE
 EN0828'EAST ON GRADED ROAD FOR 0.75 MILE TO A SIDE ROAD, A CATTLE GUARD
 EN0828'AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT, CROSSING THE CATTLE
 EN0828'GUARD AND GO NORTH ON TRACK ROAD FOR 0.5 MILE TO A RANCH HOUSE ON
 EN0828'THE LEFT.  CONTINUE NORTH ON TRACK ROAD FOR ABOUT 25 YARDS TO
 EN0828'A FORK.  TAKE THE RIGHT FORK AND GO EAST ON TRACK ROAD FOR
 EN0828'0.1 MILE TO A WIRE FENCE AND THE STATION.
 EN0828'
 EN0828'STATION MARK IS A STANDARD DISK, STAMPED PLAINS 1964, SET IN THE TOP
 EN0828'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 EN0828'IS 57 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, 50 FEET
 EN0828'NORTH-NORTHWEST OF THE NORTH GATE POST OF A WIRE GATE AND 19.5
 EN0828'FEET SOUTH-SOUTHEAST OF A CORNER GATE POST.
 EN0828'
 EN0828'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PLAINS NO 1 1964, SET
 EN0828'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 EN0828'IT IS 17 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 2.1 FEET
 EN0828'NORTH-NORTHWEST OF A WITNESS POST, 1.5 FEET SOUTHWEST OF THE
 EN0828'SOUTH GATE POST OF THE WIRE GATE AND ABOUT THE SAME ELEVATION AS
 EN0828'THE STATION.
 EN0828'
 EN0828'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PLAINS NO 2 1964, SET
 EN0828'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EN0828'SURFACE.  IT IS 128 FEET WEST-NORTHWEST OF THE WITNESS POST, 52
 EN0828'FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD AND ABOUT THE SAME
 EN0828'ELEVATION AS THE STATION.
 EN0828'
 EN0828'AZIMUTH MARK IS A STANDARD DISK, STAMPED PLAINS 1964, SET IN THE TOP
 EN0828'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 33
 EN0828'FEET NORTH OF THE CENTERLINE OF A GRADED ROAD, 6 FEET SOUTHEAST OF
 EN0828'THE SOUTH END OF A CATTLE GUARD, 3.5 FEET WEST-NORTHWEST OF A
 EN0828'FENCE CORNER POST, 2.3 FEET EAST OF A WITNESS POST, 1.7 FEET
 EN0828'WEST OF A POWERLINE POLE AND 1 FOOT NORTH OF A WIRE FENCE.
 EN0828'
 EN0828'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EN0828
 EN0828                          STATION RECOVERY (1973)
 EN0828
 EN0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PEC)
 EN0828'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 EN0828'GOOD CONDITION.  THE AZIMUTH MARK 1964 WILL BE DESTROYED BY ROAD
 EN0828'CONSTRUCTION.  REFERENCE MARKS 1 AND 2 WERE FOUND LOCATED IN A
 EN0828'TRACK ROAD USED BY FARM MACHINERY AND WERE MOVED OUT OF THE AREA BY
 EN0828'REQUEST OF THE PROPERTY OWNER.
 EN0828'
 EN0828'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND THE AZIMUTH
 EN0828'MARK WERE CHECKED.  THE REFERENCE MARKS WERE DESTROYED, AND
 EN0828'REFERENCE MARKS 3, 4 AND 5 AZ WERE ESTABLISHED.
 EN0828'
 EN0828'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 EN0828'
 EN0828'THE STATION IS LOCATED ABOUT 17 MILES NORTH-NORTHEAST OF FLOYDADA,
 EN0828'17 MILES SOUTH-SOUTHEAST OF SILVERTON, ABOUT 400 FEET EAST-NORTHEAST
 EN0828'OF A RANCH HOUSE AND ON PASTURE LAND OWNED BY MR. L.T. WOODS.
 EN0828'
 EN0828'TO REACH THE STATION FROM SOUTH PLAINS, GO SOUTH ON STATE HIGHWAY 207
 EN0828'FOR 1.0 MILE TO THE JUNCTION OF FARM ROAD 2286 ON THE RIGHT.  TURN
 EN0828'LEFT AND GO EAST ON, WHAT IS NOW A GRAVEL ROAD, FOR 2.7 MILES TO A
 EN0828'RANCH ROAD ON THE LEFT, WHICH LEADS TO RANCH-HOUSE ABOUT 0.5 MILE
 EN0828'NORTH AND REFERENCE MARK NO 5 AZ ON THE RIGHT ABOUT 300 FEET EAST
 EN0828'OF THE RANCH ROAD.  TURN LEFT AND GO NORTH ON RANCH ROAD FOR 0.5
 EN0828'MILE TO RANCH HOUSE AND STATION ABOUT 400 FEET EAST-NORTHEAST OF
 EN0828'HOUSE.
 EN0828'
 EN0828'STATION IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 EN0828'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED PLAINS 1964.  IT
 EN0828'IS 32 FEET NORTH OF A TRACK ROAD, 31 FEET NORTH OF THE NORTH END
 EN0828'OF A CATTLE-GUARD, 57 FEET SOUTH OF AN OFF-SET IN FENCE-LINE AND
 EN0828'16 FEET WEST OF A FENCE-LINE AND A METAL WITNESS POST.
 EN0828'
 EN0828'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EN0828'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED PLAINS
 EN0828'1964 NO 3 1973.  IT IS 42 FEET SOUTH OF THE SOUTH END OF A
 EN0828'CATTLE-GUARD, 7 FEET SOUTH OF THE SOUTH END OF A WIRE-GATE, 3 FEET
 EN0828'SOUTH OF A METAL WITNESS POST AND 1-FOOT WEST OF THE FENCE-LINE.
 EN0828'
 EN0828'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EN0828'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED PLAINS
 EN0828'1964 NO 4 1973.  IT IS 76 FEET NORTH OF THE NORTH END OF
 EN0828'CATTLE-GUARD, 5 FEET SOUTH OF AN OFF-SET IN FENCE-LINE AND 1-FOOT
 EN0828'WEST OF THE FENCE-LINE.
 EN0828'
 EN0828'REFERENCE MARK NO. 5 AZ IS A STANDARD DISK, SET IN THE TOP OF A
 EN0828'ROUND CONCRETE POST, THAT IS FLUSH AND IS STAMPED PLAINS 1964 NO 5
 EN0828'1973.  IT IS 41 FEET NORTH OF THE CENTER OF ROAD, 2.6 FEET WEST OF
 EN0828'A TELEPHONE POLE AND 2 FEET NORTH OF A FENCE-LINE.
 EN0828'
 EN0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH PLAINS 2-1/2
 EN0828'MILES EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2697 ***********************************************************************
 AX2697  DESIGNATION -  PLAINVIEW
 AX2697  PID         -  AX2697
 AX2697  STATE/COUNTY-  TX/WHARTON
 AX2697  USGS QUAD   -  EL CAMPO SE (1981)
 AX2697
 AX2697                         *CURRENT SURVEY CONTROL
 AX2697  ___________________________________________________________________
 AX2697* NAD 83(1993)-  29 05 56.11517(N)    096 20 30.38546(W)     ADJUSTED  
 AX2697* NAVD 88     -        24.2    (meters)      79.     (feet)  VERTCON   
 AX2697  ___________________________________________________________________
 AX2697  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AX2697  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX2697
 AX2697  HORZ ORDER  -  FIRST
 AX2697
 AX2697.The horizontal coordinates were established by classical geodetic methods
 AX2697.and adjusted by the National Geodetic Survey in February 1996..
 AX2697
 AX2697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2697
 AX2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2697
 AX2697.The geoid height was determined by GEOID03.
 AX2697
 AX2697;                    North         East     Units Scale Factor Converg.
 AX2697;SPC TXSC     - 4,143,201.251   858,712.185   MT  0.99987167   +1 18 08.3
 AX2697;SPC TXSC     -13,593,152.77  2,817,291.56   sFT  0.99987167   +1 18 08.3
 AX2697;UTM  14      - 3,221,865.254   758,713.426   MT  1.00042603   +1 17 36.5
 AX2697
 AX2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2697!SPC TXSC     -   1.00000049  x   0.99987167  =   0.99987216
 AX2697!UTM  14      -   1.00000049  x   1.00042603  =   1.00042652
 AX2697
 AX2697:                Primary Azimuth Mark                     Grid Az
 AX2697:SPC TXSC     -  PLAINVIEW 1954 AZ MK                     359 42 16.8
 AX2697:UTM  14      -  PLAINVIEW 1954 AZ MK                     359 42 48.6
 AX2697
 AX2697|---------------------------------------------------------------------|
 AX2697| PID    Reference Object                     Distance      Geod. Az  |
 AX2697|                                                           dddmmss.s |
 AX2697| AX2698 PLAINVIEW 1954 AZ MK                APPROX. 0.5 KM 0010025.1 |
 AX2697| AX2699 PLAINVIEW 1954 AZ MK TPT            APPROX. 0.5 KM 0010024.3 |
 AX2697| CV6666 PLAINVIEW RM 1                       25.711 METERS 17214     |
 AX2697| CV6667 PLAINVIEW RM 2                       44.258 METERS 27555     |
 AX2697| AX2700 LOUISE MUN TANK                     APPROX. 6.7 KM 2792137.4 |
 AX2697| AX2726 SANDY RM 3                          APPROX.22.0 KM 2952535.7 |
 AX2697| AX2696 HILLJE ST ANDREW CATH CH CROSS      APPROX. 5.5 KM 3551837.7 |
 AX2697|---------------------------------------------------------------------|
 AX2697
 AX2697                          SUPERSEDED SURVEY CONTROL
 AX2697
 AX2697  NAD 83(1986)-  29 05 56.12838(N)    096 20 30.37187(W) AD(       ) 1
 AX2697  NAD 27      -  29 05 55.21142(N)    096 20 29.49117(W) AD(       ) 1
 AX2697  NGVD 29 (07/19/86)   24.2    (m)           79.     (f) VERT ANG       
 AX2697
 AX2697.Superseded values are not recommended for survey control.
 AX2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2697.See file dsdata.txt to determine how the superseded data were derived.
 AX2697
 AX2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5871321865(NAD 83)
 AX2697_MARKER: DS = TRIANGULATION STATION DISK
 AX2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2697_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2697
 AX2697  HISTORY     - Date     Condition        Report By
 AX2697  HISTORY     - 1954     MONUMENTED       CGS
 AX2697  HISTORY     - 1963     GOOD             CGS
 AX2697  HISTORY     - 1980     GOOD             NGS
 AX2697
 AX2697                          STATION DESCRIPTION
 AX2697
 AX2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2697'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF EL CAMPO, 4 MILES
 AX2697'EAST OF LOUISE, 3-3/4 MILES SOUTH OF HILLJE AND ON LAND OWNED BY MR.
 AX2697'EMIL SCHOENEBERG.
 AX2697'
 AX2697'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 AX2697'HIGHWAY 71 IN EL CAMPO, GO SOUTHWEST ON US HIGHWAY 59 FOR 5.6 MILES
 AX2697'TO THE VILLAGE OF HILLJE AND FARM ROAD 441, TURN LEFT ON FARM ROAD
 AX2697'441 AND FOLLOW THE PAVED ROAD SOUTH FOR 2.4 MILES TO A POINT WHERE
 AX2697'THE PAVED ROAD TURNS LEFT, EAST, CONTINUE STRAIGHT AHEAD AND GO
 AX2697'SOUTH ON THE GRAVEL ROAD FOR 0.7 MILE TO A GATE ON THE LEFT WITH
 AX2697'GATE POSTS ABOUT 15 FEET HIGH AND A WIRE BETWEEN THEM AT THE TOP.
 AX2697'THE AZIMUTH MARK IS 1 FOOT WEST OF THE NORTH GATE POST.  CONTINUE
 AX2697'SOUTH ON THE GRAVEL ROAD FOR 0.3 MILE TO A FARM YARD ON THE RIGHT
 AX2697'AND THE STATION INSIDE THE FARM YARD, SOUTH OF THE DRIVEWAY.
 AX2697'
 AX2697'THE STATION MARK, STAMPED PLAINVIEW 1954, IS A STANDARD DISK SET IN A
 AX2697'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 40 FEET WEST OF
 AX2697'THE CENTER OF THE GRAVEL ROAD, 67 FEET NORTHEAST OF THE NORTHEAST
 AX2697'CORNER OF THE LARGE METAL SHED IN THE CENTER OF THE YARD,
 AX2697'(DISTANCES TO THE MARKS ARE GIVEN FROM THIS SAME CORNER), 10.5 FEET
 AX2697'WEST OF A WHITE WITNESS POST AND 9 FEET WEST OF A FENCE.
 AX2697'
 AX2697'REFERENCE MARK NO 1, STAMPED PLAINVIEW NO 1 1954, IS A STANDARD DISK
 AX2697'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 84 FEET
 AX2697'SOUTHEAST OF THE NORTHEAST CORNER OF THE SHED, 32 FEET WEST OF THE
 AX2697'CENTER OF THE GRAVEL ROAD AND 5 FEET NORTH OF THE NORTH SIDE OF A
 AX2697'SMALL METAL SHED.
 AX2697'
 AX2697'REFERENCE MARK NO 2, STAMPED PLAINVIEW NO 2 1954, IS A STANDARD DISK
 AX2697'SET IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 100.5
 AX2697'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE SHED, 5 FEET SOUTH OF
 AX2697'THE NORTHEAST CORNER OF THE GARDEN FENCE AND 1 FOOT EAST OF THE
 AX2697'GARDEN FENCE.
 AX2697'
 AX2697'THE AZIMUTH MARK, STAMPED PLAINVIEW 1954, IS A STANDARD DISK SET IN A
 AX2697'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 33 FEET EAST OF
 AX2697'THE CENTER OF THE GRAVEL ROAD, 12 FEET NORTHEAST OF THE NORTH END
 AX2697'OF A CONCRETE CULVERT AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 AX2697'
 AX2697'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AX2697
 AX2697                          STATION RECOVERY (1963)
 AX2697
 AX2697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2697'STATION, REFERENCE MARKS NO 1 AND 2 AND THE AZIMUTH MARK WERE
 AX2697'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 AX2697'TO STATION SITE ARE CORRECT.
 AX2697
 AX2697                          STATION RECOVERY (1980)
 AX2697
 AX2697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2697'THE STATION MARK AND REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 AX2697'WERE RECOVERED AND IN GOOD CONDITION.  THE DIRECTION TO THE
 AX2697'REFERENCE MARKS AND THE AZIMUTH MARK COMPARED FAVORABLY WITH THE
 AX2697'1954 DATA, HOWEVER THE DISTANCE TO REFERENCE MARK 1 WAS LONGER
 AX2697'BY 0.102 METERS AND THE DISTANCE TO REFERENCE MARK 2 WAS LONGER
 AX2697'BY 0.037 METERS. A NEW DESCRIPTION FOLLOWS
 AX2697'
 AX2697'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF LOUISE, 3.5 MILES
 AX2697'SOUTH OF HILLJE, AND ABOUT 8.0 MILES SOUTHWEST OF EL CAMPO ON
 AX2697'PROPERTY OWNED BY MRS. EMIL SCHOENDBARG.  PERMISSION TO BUILD THE
 AX2697'STATION WAS OBTAINED FROM MRS. SCHOENDBARGS SON, MR.THURMAN
 AX2697'SCHOENDBARG, WHO LIVES IN THE FIRST HOUSE NORTH OF THE STATION ON
 AX2697'THE EAST SIDE OF THE ROAD.
 AX2697'
 AX2697'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE 59
 AX2697'AND FARM ROAD 441 IN THE SMALL COMMUNITY OF HILLJE, GO SOUTH ON
 AX2697'FARM ROAD 441 FOR 2.45 MILES TO A FORK, (WHERE 441 BEARS LEFT)TAKE
 AX2697'THE RIGHT FORK AND CONTINUE SOUTH FOR 0.6 MILES TO THE AZIMUTH
 AX2697'MARK ON THE LEFT, CONTINUE SOUTH FOR 0.3 MILES TO A
 AX2697'PRIVATE DRIVE ON THE RIGHT AND THE STATION ON THE SOUTH
 AX2697'SIDE OF THE DRIVE AS DESCRIBED.
 AX2697'
 AX2697'THE STATION IS A STANDARD USC AND GS DISK,
 AX2697'STAMPED---PLAINVIEW 1954---,
 AX2697'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 35 CM ON A SIDE
 AX2697'FLUSH WITH THE GROUND.  IT IS LOCATED
 AX2697'40 FEET WEST FROM THE CENTER LINE OF THE ROAD,
 AX2697'25 FEET SOUTH-SOUTHWEST FROM A UTILITY POLE,
 AX2697'60.2 FEET EAST FROM THE CORNER OF A METAL BUILDING AND
 AX2697'60 FEET SOUTH FROM THE CENTER LINE OF THE DRIVE.
 AX2697'
 AX2697'REFERENCE MARK NUMBER 1 IS A STANDARD USC AND GS DISK,
 AX2697'STAMPED---PLAINVIEW NO 1 1954---,
 AX2697'SET INTO THE TOP 0F A SQUARE CONCRETE
 AX2697'MONUMENT 25 CM ON A SIDE, PROJECTING 10 CM ABOVE THE GROUND.
 AX2697'IT IS LOCATED
 AX2697'32 FEET WEST FROM THE CENTER LINE OF THE PAVED ROAD,
 AX2697'68.5 FEET EAST FROM A METAL BUILDING AND
 AX2697'5.7 FEET NORTH OF A METAL BUILDING.
 AX2697'MARK IS ABOUT LEVEL WITH THE STATION.
 AX2697'
 AX2697'REFERENCE MARK NUMBER 2 IS A STANDARD USC AND GS DISK,
 AX2697'STAMPED---PLAINVIEW NO 2 1954---,
 AX2697'SET INTO THE TOP OF A SQUARE CONCRETE
 AX2697'MONUMENT 23 CM ON A SIDE
 AX2697'FLUSH WITH THE GROUND. IT IS LOCATED
 AX2697'21.3 FEET EAST-SOUTHEAST FROM A UTILITY POLE,
 AX2697'106 FEET SOUTH FROM THE SOUTHWEST CORNER OF A HOUSE,
 AX2697'65.7 FEET WEST FROM A UTILITY POLE WITH LIGHT AT TOP AND
 AX2697'73.2 FEET WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A METAL
 AX2697'BUILDING.
 AX2697'MARK IS ABOUT LEVEL WITH THE STATION.
 AX2697'
 AX2697'AZIMUTH MARK NUMBER 1 IS A STANDARD USC AND GS DISK,
 AX2697'STAMPED---PLAINVIEW 1954---,
 AX2697'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A SIDE
 AX2697'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2697'31 FEET EAST FROM THE CENTER LINE OF THE PAVED ROAD,
 AX2697'14.5 FEET NORTH FROM A GRAVEL DRIVE LEADING INTO A PASTURE
 AX2697'AND 1.75 FEET WEST-NORTHWEST FROM THE NORTH ONE OF TWO TALL GATE
 AX2697'POST.
 AX2697'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE PAVED
 AX2697'ROAD FOR 0.3 MILES TO A PASTURE GATE ON THE RIGHT AND THE MARK
 AX2697'AS DESCRIBED.
 AX2697'
 AX2697'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO A BUILDING ON LINE.
 AX2697'
 AX2697'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2698 ***********************************************************************
 AX2698  DESIGNATION -  PLAINVIEW 1954 AZ MK
 AX2698  PID         -  AX2698
 AX2698  STATE/COUNTY-  TX/WHARTON
 AX2698  USGS QUAD   -  EL CAMPO SE (1981)
 AX2698
 AX2698                         *CURRENT SURVEY CONTROL
 AX2698  ___________________________________________________________________
 AX2698* NAD 83(1993)-  29 06 13.61150(N)    096 20 30.03529(W)     ADJUSTED  
 AX2698* NAVD 88     -        24.7    (meters)      81.     (feet)  VERTCON   
 AX2698  ___________________________________________________________________
 AX2698  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AX2698  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX2698
 AX2698  HORZ ORDER  -  SECOND
 AX2698
 AX2698.The horizontal coordinates were established by classical geodetic methods
 AX2698.and adjusted by the National Geodetic Survey in February 1996..
 AX2698
 AX2698.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2698
 AX2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2698
 AX2698.The geoid height was determined by GEOID03.
 AX2698
 AX2698;                    North         East     Units Scale Factor Converg.
 AX2698;SPC TXSC     - 4,143,739.938   858,709.408   MT  0.99987133   +1 18 08.4
 AX2698;SPC TXSC     -13,594,920.11  2,817,282.45   sFT  0.99987133   +1 18 08.4
 AX2698;UTM  14      - 3,222,404.240   758,710.731   MT  1.00042601   +1 17 37.4
 AX2698
 AX2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2698!SPC TXSC     -   1.00000041  x   0.99987133  =   0.99987174
 AX2698!UTM  14      -   1.00000041  x   1.00042601  =   1.00042642
 AX2698
 AX2698                          SUPERSEDED SURVEY CONTROL
 AX2698
 AX2698  NAD 83(1986)-  29 06 13.62471(N)    096 20 30.02165(W) AD(       ) 2
 AX2698  NAD 27      -  29 06 12.70834(N)    096 20 29.14117(W) AD(       ) 2
 AX2698  NGVD 29 (07/19/86)   24.7    (m)           81.     (f) VERT ANG       
 AX2698
 AX2698.Superseded values are not recommended for survey control.
 AX2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2698.See file dsdata.txt to determine how the superseded data were derived.
 AX2698
 AX2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5871122404(NAD 83)
 AX2698_MARKER: DZ = AZIMUTH MARK DISK
 AX2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AX2698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2698+STABILITY: SURFACE MOTION
 AX2698
 AX2698  HISTORY     - Date     Condition        Report By
 AX2698  HISTORY     - 1980     MONUMENTED       NGS
 AX2698
 AX2698                          STATION DESCRIPTION
 AX2698
 AX2698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2698'THE STATION IS LOCATED ABOUT 4 MILES EAST OF LOUISE, 3-1/2 MILES
 AX2698'SOUTH OF HILLJE, AND ABOUT 8 MILES SOUTHWEST OF EL CAMPO ON
 AX2698'HIGHWAY RIGHT-OF-WAY.
 AX2698'
 AX2698'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE 59 AND
 AX2698'FARM ROAD 441 IN THE SMALL COMMUNITY OF HILLJE, GO SOUTH ON
 AX2698'FARM ROAD 441 FOR 2.45 MILES TO A FORK, (WHERE 441 BEARS LEFT)
 AX2698'TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR 0.6 MILES TO THE
 AX2698'MARK ON THE LEFT AS DESCRIBED.
 AX2698'
 AX2698'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AX2698'STAMPED---PLAINVIEW 1954---,
 AX2698'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A SIDE
 AX2698'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2698'31 FEET EAST FROM THE CENTER OF THE PAVED ROAD,
 AX2698'14.5 FEET NORTH FROM A GRAVEL DRIVE LEADING INTO A PASTURE
 AX2698'1.75 FEET WEST-NORTHWEST FROM THE NORTH ONE OF TWO TALL GATE POST.
 AX2698'
 AX2698'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 AX2698'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 AX2698'
 AX2698'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AX2698'
 AX2698'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AX2698'PLAINVIEW 1954 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0866 ***********************************************************************
 EN0866  DESIGNATION -  PLAINVIEW CARGIL ELEVATOR
 EN0866  PID         -  EN0866
 EN0866  STATE/COUNTY-  TX/HALE
 EN0866  USGS QUAD   -  PLAINVIEW (1965)
 EN0866
 EN0866                         *CURRENT SURVEY CONTROL
 EN0866  ___________________________________________________________________
 EN0866* NAD 83(1993)-  34 12 27.26376(N)    101 43 52.06960(W)     ADJUSTED  
 EN0866* NAVD 88     -                                                        
 EN0866  ___________________________________________________________________
 EN0866  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 EN0866  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EN0866
 EN0866  HORZ ORDER  -  THIRD
 EN0866
 EN0866.The horizontal coordinates were established by classical geodetic methods
 EN0866.and adjusted by the National Geodetic Survey in February 1996..
 EN0866
 EN0866
 EN0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0866
 EN0866.The geoid height was determined by GEOID03.
 EN0866
 EN0866;                    North         East     Units Scale Factor Converg.
 EN0866;SPC TXNC     - 2,286,362.207   302,245.034   MT  1.00007610   -1 45 44.1
 EN0866;SPC TXNC     - 7,501,173.34    991,615.58   sFT  1.00007610   -1 45 44.1
 EN0866;SPC TX N     - 1,023,053.771   178,696.352   MT  1.00013190   -0 08 02.2
 EN0866;SPC TX N     - 3,356,468.91    586,272.95   sFT  1.00013190   -0 08 02.2
 EN0866;UTM  14      - 3,788,544.872   248,365.822   MT  1.00038060   -1 32 10.4
 EN0866
 EN0866                          SUPERSEDED SURVEY CONTROL
 EN0866
 EN0866  NAD 83(1993)-  34 12 27.26964(N)    101 43 52.06271(W) AD(       ) 4
 EN0866  NAD 83(1986)-  34 12 27.27023(N)    101 43 52.06294(W) AD(       ) 4
 EN0866  NAD 27      -  34 12 27.00765(N)    101 43 50.42721(W) AD(       ) 3
 EN0866
 EN0866.Superseded values are not recommended for survey control.
 EN0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0866.See file dsdata.txt to determine how the superseded data were derived.
 EN0866
 EN0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4836688545(NAD 83)
 EN0866
 EN0866  HISTORY     - Date     Condition        Report By
 EN0866  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0866
 EN0866                          STATION DESCRIPTION
 EN0866
 EN0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0866'STATION IS THE CENTER OF THE HIGHEST PART OF THE ELEVATOR, LOCATED
 EN0866'ABOUT 2-1/2 MILES NORTHWEST OF THE CENTER OF PLAINVIEW, ALONG THE
 EN0866'NORTHEST SIDE OF STATE HIGHWAY 194.  THE ELEVATOR IS ABOUT 200 FEET
 EN0866'HIGH, PAINTED GREY AND HAS CARGIL PAINTED ON THE TOP SIDE OF THE
 EN0866'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0858 ***********************************************************************
 EN0858  DESIGNATION -  PLAINVIEW COOP COMPRESS TANK
 EN0858  PID         -  EN0858
 EN0858  STATE/COUNTY-  TX/HALE
 EN0858  USGS QUAD   -  PLAINVIEW (1965)
 EN0858
 EN0858                         *CURRENT SURVEY CONTROL
 EN0858  ___________________________________________________________________
 EN0858* NAD 83(1993)-  34 11 11.64912(N)    101 38 39.06375(W)     ADJUSTED  
 EN0858* NAVD 88     -                                                        
 EN0858  ___________________________________________________________________
 EN0858  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 EN0858  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EN0858
 EN0858  HORZ ORDER  -  THIRD
 EN0858
 EN0858.The horizontal coordinates were established by classical geodetic methods
 EN0858.and adjusted by the National Geodetic Survey in February 1996..
 EN0858
 EN0858
 EN0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0858
 EN0858.The geoid height was determined by GEOID03.
 EN0858
 EN0858;                    North         East     Units Scale Factor Converg.
 EN0858;SPC TXNC     - 2,283,790.069   310,185.131   MT  1.00006876   -1 42 53.4
 EN0858;SPC TXNC     - 7,492,734.58  1,017,665.72   sFT  1.00006876   -1 42 53.4
 EN0858;SPC TX N     - 1,020,708.350   186,706.899   MT  1.00013962   -0 05 00.8
 EN0858;SPC TX N     - 3,348,773.98    612,554.22   sFT  1.00013962   -0 05 00.8
 EN0858;UTM  14      - 3,786,003.517   256,318.312   MT  1.00033204   -1 29 11.3
 EN0858
 EN0858                          SUPERSEDED SURVEY CONTROL
 EN0858
 EN0858  NAD 83(1993)-  34 11 11.65100(N)    101 38 39.05875(W) AD(       ) 4
 EN0858  NAD 83(1986)-  34 11 11.65554(N)    101 38 39.05717(W) AD(       ) 4
 EN0858  NAD 27      -  34 11 11.39894(N)    101 38 37.43035(W) AD(       ) 3
 EN0858
 EN0858.Superseded values are not recommended for survey control.
 EN0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0858.See file dsdata.txt to determine how the superseded data were derived.
 EN0858
 EN0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5631886004(NAD 83)
 EN0858_MARKER: 53 = ELEVATED TANK
 EN0858
 EN0858  HISTORY     - Date     Condition        Report By
 EN0858  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0858
 EN0858                          STATION DESCRIPTION
 EN0858
 EN0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0858'THE STATION IS THE CENTER OF THE TOP OF A 130 FOOT HIGH, ELEVATED
 EN0858'TANK, PAINTED ALUMINUM AND SUPPORTED BY 4 LEGS.  IT IS LOCATED ABOUT
 EN0858'2-1/2 MILES EAST OF PLAINVIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0867 ***********************************************************************
 EN0867  DESIGNATION -  PLAINVIEW HALE CO APT BEACON
 EN0867  PID         -  EN0867
 EN0867  STATE/COUNTY-  TX/HALE
 EN0867  USGS QUAD   -  PLAINVIEW (1965)
 EN0867
 EN0867                         *CURRENT SURVEY CONTROL
 EN0867  ___________________________________________________________________
 EN0867* NAD 83(1993)-  34 10 07.18820(N)    101 42 41.97828(W)     ADJUSTED  
 EN0867* NAVD 88     -                                                        
 EN0867  ___________________________________________________________________
 EN0867  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 EN0867  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EN0867
 EN0867  HORZ ORDER  -  THIRD
 EN0867
 EN0867.This mark is at Hale Co (PVW) Airport (PVW)
 EN0867
 EN0867.The horizontal coordinates were established by classical geodetic methods
 EN0867.and adjusted by the National Geodetic Survey in February 1996..
 EN0867
 EN0867
 EN0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0867
 EN0867.The geoid height was determined by GEOID03.
 EN0867
 EN0867;                    North         East     Units Scale Factor Converg.
 EN0867;SPC TXNC     - 2,281,992.799   303,906.715   MT  1.00006260   -1 45 05.8
 EN0867;SPC TXNC     - 7,486,838.04    997,067.28   sFT  1.00006260   -1 45 05.8
 EN0867;UTM  14      - 3,784,180.745   250,045.312   MT  1.00037022   -1 31 25.5
 EN0867
 EN0867                          SUPERSEDED SURVEY CONTROL
 EN0867
 EN0867  NAD 83(1993)-  34 10 07.19193(N)    101 42 41.97134(W) AD(       ) 4
 EN0867  NAD 83(1986)-  34 10 07.19433(N)    101 42 41.97257(W) AD(       ) 4
 EN0867  NAD 27      -  34 10 06.93710(N)    101 42 40.34541(W) AD(       ) 3
 EN0867
 EN0867.Superseded values are not recommended for survey control.
 EN0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0867.See file dsdata.txt to determine how the superseded data were derived.
 EN0867
 EN0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5004584181(NAD 83)
 EN0867_MARKER: 21 = AIRPORT BEACON
 EN0867
 EN0867  HISTORY     - Date     Condition        Report By
 EN0867  HISTORY     - 1963     FIRST OBSERVED   CGS
 EN0867  HISTORY     - 1971     GOOD             NGS
 EN0867  HISTORY     - 19821231 GOOD             CGS
 EN0867
 EN0867                          STATION DESCRIPTION
 EN0867
 EN0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 EN0867'THE STATION IS LOCATED AT THE HALE COUNTY AIRPORT, IN THE SOUTH PART
 EN0867'OF PLAINVIEW, ON THE ROOF OF THE FAA CONTROL TOWER, AND IN THE
 EN0867'APPROXIMATE CENTER OF THE ROOF.
 EN0867'
 EN0867'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION BEACON, DISTANCE
 EN0867'BEING 6.30 FEET, 1.920 METERS NORTH NORTHEAST OF STATION BEACON.  THE
 EN0867'POINT TRAVERSED TO WAS THE DETERMINED CENTER OF THE MAIN SUPPORT
 EN0867'SHAFT.  THE BEACON FLASHES AN ALTERNATE GREEN AND WHITE LIGHT.  THE
 EN0867'OVERALL HEIGHT OF THE CONTROL TOWER IS 58 FEET.  THE CENTER OF THE
 EN0867'BEACON IS APPROXIMATELY 6 FEET ABOVE THE ROOF.
 EN0867
 EN0867                          STATION RECOVERY (1971)
 EN0867
 EN0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 EN0867'THIS INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EN0867'
 EN0867'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH.
 EN0867
 EN0867                          STATION RECOVERY (1982)
 EN0867
 EN0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1982
 EN0867'THE STATION WAS RECOVERED AS DESCRIBED. NOTE, THIS STATION ALSO HAS A
 EN0867'GEODESY POSITION.  G-16276 P 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0860 ***********************************************************************
 EN0860  DESIGNATION -  PLAINVIEW HALE CO CTHSE DOME
 EN0860  PID         -  EN0860
 EN0860  STATE/COUNTY-  TX/HALE
 EN0860  USGS QUAD   -  PLAINVIEW (1965)
 EN0860
 EN0860                         *CURRENT SURVEY CONTROL
 EN0860  ___________________________________________________________________
 EN0860* NAD 83(1993)-  34 11 06.40820(N)    101 42 08.46354(W)     ADJUSTED  
 EN0860* NAVD 88     -                                                        
 EN0860  ___________________________________________________________________
 EN0860  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 EN0860  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EN0860
 EN0860  HORZ ORDER  -  THIRD
 EN0860
 EN0860.The horizontal coordinates were established by classical geodetic methods
 EN0860.and adjusted by the National Geodetic Survey in February 1996..
 EN0860
 EN0860
 EN0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0860
 EN0860.The geoid height was determined by GEOID03.
 EN0860
 EN0860;                    North         East     Units Scale Factor Converg.
 EN0860;SPC TXNC     - 2,283,790.595   304,820.353   MT  1.00006825   -1 44 47.6
 EN0860;SPC TXNC     - 7,492,736.31  1,000,064.77   sFT  1.00006825   -1 44 47.6
 EN0860;SPC TX N     - 1,020,556.239   181,343.895   MT  1.00014016   -0 07 02.2
 EN0860;SPC TX N     - 3,348,274.93    594,959.10   sFT  1.00014016   -0 07 02.2
 EN0860;UTM  14      - 3,785,982.701   250,952.074   MT  1.00036464   -1 31 08.9
 EN0860
 EN0860                          SUPERSEDED SURVEY CONTROL
 EN0860
 EN0860  NAD 83(1993)-  34 11 06.41290(N)    101 42 08.46246(W) AD(       ) 4
 EN0860  NAD 83(1986)-  34 11 06.41463(N)    101 42 08.45723(W) AD(       ) 4
 EN0860  NAD 27      -  34 11 06.15704(N)    101 42 06.84108(W) AD(       ) 3
 EN0860
 EN0860.Superseded values are not recommended for survey control.
 EN0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0860.See file dsdata.txt to determine how the superseded data were derived.
 EN0860
 EN0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5095285983(NAD 83)
 EN0860_MARKER: 87 = DOME
 EN0860
 EN0860  HISTORY     - Date     Condition        Report By
 EN0860  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0860
 EN0860                          STATION DESCRIPTION
 EN0860
 EN0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0860'STATION IS THE CENTER OF THE ROUND DOME ON TOP OF THE HALE COUNTY
 EN0860'COURTHOUSE, LOCATED IN THE TOWN SQUARE IN PLAINVIEW.  IT IS ABOUT
 EN0860'100 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0857 ***********************************************************************
 EN0857  DESIGNATION -  PLAINVIEW MUNICIPAL TANK
 EN0857  PID         -  EN0857
 EN0857  STATE/COUNTY-  TX/HALE
 EN0857  USGS QUAD   -  PLAINVIEW (1965)
 EN0857
 EN0857                         *CURRENT SURVEY CONTROL
 EN0857  ___________________________________________________________________
 EN0857* NAD 83(1993)-  34 11 12.31953(N)    101 42 03.37395(W)     ADJUSTED  
 EN0857* NAVD 88     -      1025.     (meters)    3363.     (feet)  SCALED    
 EN0857  ___________________________________________________________________
 EN0857  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 EN0857  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EN0857
 EN0857  HORZ ORDER  -  THIRD
 EN0857
 EN0857.The horizontal coordinates were established by classical geodetic methods
 EN0857.and adjusted by the National Geodetic Survey in July 1998..
 EN0857
 EN0857.The orthometric height was scaled from a topographic map.
 EN0857
 EN0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0857
 EN0857.The geoid height was determined by GEOID03.
 EN0857
 EN0857;                    North         East     Units Scale Factor Converg.
 EN0857;SPC TXNC     - 2,283,968.696   304,956.178   MT  1.00006882   -1 44 44.8
 EN0857;SPC TXNC     - 7,493,320.63  1,000,510.39   sFT  1.00006882   -1 44 44.8
 EN0857;SPC TX N     - 1,020,738.142   181,474.610   MT  1.00013955   -0 06 59.2
 EN0857;SPC TX N     - 3,348,871.72    595,387.95   sFT  1.00013955   -0 06 59.2
 EN0857;UTM  14      - 3,786,161.392   251,087.231   MT  1.00036381   -1 31 06.3
 EN0857
 EN0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0857!SPC TXNC     -   0.99984317  x   1.00006882  =   0.99991198
 EN0857!SPC TX N     -   0.99984317  x   1.00013955  =   0.99998270
 EN0857!UTM  14      -   0.99984317  x   1.00036381  =   1.00020693
 EN0857
 EN0857                          SUPERSEDED SURVEY CONTROL
 EN0857
 EN0857  NAD 83(1993)-  34 11 12.31953(N)    101 42 03.37395(W) AD(       ) 4
 EN0857  NAD 83(1993)-  34 11 12.32399(N)    101 42 03.36896(W) AD(       ) 4
 EN0857  NAD 83(1986)-  34 11 12.32592(N)    101 42 03.36725(W) AD(       ) 4
 EN0857  NAD 27      -  34 11 12.06400(N)    101 42 01.73200(W) AD(       ) 3
 EN0857
 EN0857.Superseded values are not recommended for survey control.
 EN0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0857.See file dsdata.txt to determine how the superseded data were derived.
 EN0857
 EN0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5108786161(NAD 83)
 EN0857_MARKER: 52 = STANDPIPE TANK
 EN0857
 EN0857  HISTORY     - Date     Condition        Report By
 EN0857  HISTORY     - 1932     FIRST OBSERVED   CGS
 EN0857  HISTORY     - 1952     GOOD             CGS
 EN0857  HISTORY     - 1963     GOOD             CGS
 EN0857  HISTORY     - 1964     GOOD             CGS
 EN0857  HISTORY     - 1967     GOOD             CGS
 EN0857  HISTORY     - 1971     GOOD             NGS
 EN0857
 EN0857                          STATION DESCRIPTION
 EN0857
 EN0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EN0857'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34101-3, STATION 1009.
 EN0857
 EN0857                          STATION RECOVERY (1952)
 EN0857
 EN0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 EN0857'THE STATION IS LOCATED ONE BLOCK NE OF THE COURT HOUSE IN
 EN0857'PLAINVIEW.  IT IS PAINTED SILVER AND IS ABOUT 150 FT. IN
 EN0857'HEIGHT.
 EN0857'
 EN0857'THIS IS AN INTERSECTION STATION.
 EN0857
 EN0857                          STATION RECOVERY (1963)
 EN0857
 EN0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 EN0857'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE
 EN0857'1952 RECOVERY NOTE IS ADEQUATE.
 EN0857
 EN0857                          STATION RECOVERY (1964)
 EN0857
 EN0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0857'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY L.W.Q.
 EN0857'IN 1952.
 EN0857
 EN0857                          STATION RECOVERY (1967)
 EN0857
 EN0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JMW)
 EN0857'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EN0857'
 EN0857'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PLAINVIEW.
 EN0857
 EN0857                          STATION RECOVERY (1971)
 EN0857
 EN0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 EN0857'THIS INTERSECTION STATION RECOVERED IN GOOD CONDITION AS
 EN0857'DESCRIBED.
 EN0857'
 EN0857'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PLAINVIEW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0861 ***********************************************************************
 EN0861  DESIGNATION -  PLAINVIEW NORTH MUNICIPAL TANK
 EN0861  PID         -  EN0861
 EN0861  STATE/COUNTY-  TX/HALE
 EN0861  USGS QUAD   -  PLAINVIEW (1965)
 EN0861
 EN0861                         *CURRENT SURVEY CONTROL
 EN0861  ___________________________________________________________________
 EN0861* NAD 83(1993)-  34 11 44.54534(N)    101 42 21.35457(W)     ADJUSTED  
 EN0861* NAVD 88     -                                                        
 EN0861  ___________________________________________________________________
 EN0861  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 EN0861  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EN0861
 EN0861  HORZ ORDER  -  THIRD
 EN0861
 EN0861.The horizontal coordinates were established by classical geodetic methods
 EN0861.and adjusted by the National Geodetic Survey in February 1996..
 EN0861
 EN0861
 EN0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0861
 EN0861.The geoid height was determined by GEOID03.
 EN0861
 EN0861;                    North         East     Units Scale Factor Converg.
 EN0861;SPC TXNC     - 2,284,975.307   304,526.246   MT  1.00007194   -1 44 54.6
 EN0861;SPC TXNC     - 7,496,623.15    999,099.86   sFT  1.00007194   -1 44 54.6
 EN0861;SPC TX N     - 1,021,732.190   181,016.201   MT  1.00013625   -0 07 09.6
 EN0861;SPC TX N     - 3,352,133.03    593,883.99   sFT  1.00013625   -0 07 09.6
 EN0861;UTM  14      - 3,787,166.587   250,653.184   MT  1.00036647   -1 31 17.7
 EN0861
 EN0861                          SUPERSEDED SURVEY CONTROL
 EN0861
 EN0861  NAD 83(1993)-  34 11 44.54914(N)    101 42 21.34974(W) AD(       ) 4
 EN0861  NAD 83(1986)-  34 11 44.55168(N)    101 42 21.34797(W) AD(       ) 4
 EN0861  NAD 27      -  34 11 44.29413(N)    101 42 19.71481(W) AD(       ) 3
 EN0861
 EN0861.Superseded values are not recommended for survey control.
 EN0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0861.See file dsdata.txt to determine how the superseded data were derived.
 EN0861
 EN0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5065387167(NAD 83)
 EN0861_MARKER: 53 = ELEVATED TANK
 EN0861
 EN0861  HISTORY     - Date     Condition        Report By
 EN0861  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0861
 EN0861                          STATION DESCRIPTION
 EN0861
 EN0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0861'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH, ELEVATED
 EN0861'TANK, PAINTED ALUMINUM AND SUPPORTED BY 4 LEGS.  IT IS LOCATED IN
 EN0861'THE NORTH PART OF PLAINVIEW, 75 YARDS EAST OF A RAILROAD TRACK, 150
 EN0861'YARDS EAST OF U. S. HIGHWAY 87 AND ABOUT 400 FEET NORTH OF A
 EN0861'CONCRETE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0870 ***********************************************************************
 EN0870  DESIGNATION -  PLAINVIEW NORTHERN GAS MAST
 EN0870  PID         -  EN0870
 EN0870  STATE/COUNTY-  TX/HALE
 EN0870  USGS QUAD   -  WASSON (1979)
 EN0870
 EN0870                         *CURRENT SURVEY CONTROL
 EN0870  ___________________________________________________________________
 EN0870* NAD 83(1993)-  34 09 51.55299(N)    101 51 47.56811(W)     ADJUSTED  
 EN0870* NAVD 88     -                                                        
 EN0870  ___________________________________________________________________
 EN0870  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 EN0870  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 EN0870
 EN0870  HORZ ORDER  -  THIRD
 EN0870
 EN0870.The horizontal coordinates were established by classical geodetic methods
 EN0870.and adjusted by the National Geodetic Survey in February 1996..
 EN0870
 EN0870
 EN0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0870
 EN0870.The geoid height was determined by GEOID03.
 EN0870
 EN0870;                    North         East     Units Scale Factor Converg.
 EN0870;SPC TXNC     - 2,281,948.479   289,923.828   MT  1.00006113   -1 50 03.4
 EN0870;SPC TXNC     - 7,486,692.63    951,191.76   sFT  1.00006113   -1 50 03.4
 EN0870;UTM  14      - 3,784,081.073   236,057.784   MT  1.00045885   -1 36 31.7
 EN0870
 EN0870                          SUPERSEDED SURVEY CONTROL
 EN0870
 EN0870  NAD 83(1986)-  34 09 51.55927(N)    101 51 47.56130(W) AD(       ) 4
 EN0870  NAD 27      -  34 09 51.31060(N)    101 51 45.95734(W) AD(       ) 3
 EN0870
 EN0870.Superseded values are not recommended for survey control.
 EN0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0870.See file dsdata.txt to determine how the superseded data were derived.
 EN0870
 EN0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3605884081(NAD 83)
 EN0870
 EN0870  HISTORY     - Date     Condition        Report By
 EN0870  HISTORY     - 1975     FIRST OBSERVED   NGS
 EN0870
 EN0870                          STATION DESCRIPTION
 EN0870
 EN0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EN0870'THE STATION, PLAINVIEW NORTHERN NATURAL GAS COMPANY MAST KLQ 654,
 EN0870'IS THE LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED
 EN0870'RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 310 FEET
 EN0870'AND IS OWNED BY THE NORTHERN NATURAL GAS COMPANY, 2223 DODGE
 EN0870'STREET, OMAHA, NEBRASKA, 68102.  IT IS LOCATED 7 MILES NORTH OF
 EN0870'HALE CENTER, 9 MILES WEST OF PLAINVIEW AND 9 MILES
 EN0870'EAST-SOUTHEAST OF HALFWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0871 ***********************************************************************
 EN0871  DESIGNATION -  PLAINVIEW PIONEER GAS CO MST
 EN0871  PID         -  EN0871
 EN0871  STATE/COUNTY-  TX/HALE
 EN0871  USGS QUAD   -  WASSON (1979)
 EN0871
 EN0871                         *CURRENT SURVEY CONTROL
 EN0871  ___________________________________________________________________
 EN0871* NAD 83(1993)-  34 13 39.84632(N)    101 45 34.00219(W)     ADJUSTED  
 EN0871* NAVD 88     -                                                        
 EN0871  ___________________________________________________________________
 EN0871  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 EN0871  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EN0871
 EN0871  HORZ ORDER  -  THIRD
 EN0871
 EN0871.The horizontal coordinates were established by classical geodetic methods
 EN0871.and adjusted by the National Geodetic Survey in February 1996..
 EN0871
 EN0871
 EN0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0871
 EN0871.The geoid height was determined by GEOID03.
 EN0871
 EN0871;                    North         East     Units Scale Factor Converg.
 EN0871;SPC TXNC     - 2,288,678.390   299,706.005   MT  1.00008328   -1 46 39.7
 EN0871;SPC TXNC     - 7,508,772.35    983,285.45   sFT  1.00008328   -1 46 39.7
 EN0871;SPC TX N     - 1,025,297.002   176,092.426   MT  1.00012461   -0 09 01.3
 EN0871;SPC TX N     - 3,363,828.58    577,729.90   sFT  1.00012461   -0 09 01.3
 EN0871;UTM  14      - 3,790,851.762   245,816.916   MT  1.00039649   -1 33 10.7
 EN0871
 EN0871                          SUPERSEDED SURVEY CONTROL
 EN0871
 EN0871  NAD 83(1986)-  34 13 39.85266(N)    101 45 33.99545(W) AD(       ) 4
 EN0871  NAD 27      -  34 13 39.59984(N)    101 45 32.35796(W) AD(       ) 3
 EN0871
 EN0871.Superseded values are not recommended for survey control.
 EN0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0871.See file dsdata.txt to determine how the superseded data were derived.
 EN0871
 EN0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4581790852(NAD 83)
 EN0871_MARKER: 42 = RADIO/TV MAST
 EN0871
 EN0871  HISTORY     - Date     Condition        Report By
 EN0871  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0871
 EN0871                          STATION DESCRIPTION
 EN0871
 EN0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0871'STATION IS THE TOP CENTER OF THE RADIO MAST, LOCATED ABOUT 4-1/2
 EN0871'MILES NORTHWEST OF THE CENTER OF PLAINVIEW, 0.45 MILE NORTH OF STATE
 EN0871'HIGHWAY 194 AND AT THE PLAINVIEW COMPRESSOR STATION.  THE MAST
 EN0871'IS STRUCTURAL STEEL, 200 FEET HIGH AND PAINTED RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0862 ***********************************************************************
 EN0862  DESIGNATION -  PLAINVIEW PRODUCERS CO ELEV
 EN0862  PID         -  EN0862
 EN0862  STATE/COUNTY-  TX/HALE
 EN0862  USGS QUAD   -  PLAINVIEW (1965)
 EN0862
 EN0862                         *CURRENT SURVEY CONTROL
 EN0862  ___________________________________________________________________
 EN0862* NAD 83(1993)-  34 14 17.15134(N)    101 42 21.40261(W)     ADJUSTED  
 EN0862* NAVD 88     -                                                        
 EN0862  ___________________________________________________________________
 EN0862  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 EN0862  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EN0862
 EN0862  HORZ ORDER  -  THIRD
 EN0862
 EN0862.The horizontal coordinates were established by classical geodetic methods
 EN0862.and adjusted by the National Geodetic Survey in February 1996..
 EN0862
 EN0862
 EN0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0862
 EN0862.The geoid height was determined by GEOID03.
 EN0862
 EN0862;                    North         East     Units Scale Factor Converg.
 EN0862;SPC TXNC     - 2,289,675.756   304,668.505   MT  1.00008702   -1 44 54.6
 EN0862;SPC TXNC     - 7,512,044.54    999,566.59   sFT  1.00008702   -1 44 54.6
 EN0862;SPC TX N     - 1,026,435.015   181,024.768   MT  1.00012092   -0 07 09.7
 EN0862;SPC TX N     - 3,367,562.21    593,912.09   sFT  1.00012092   -0 07 09.7
 EN0862;UTM  14      - 3,791,868.909   250,776.928   MT  1.00036570   -1 31 23.7
 EN0862
 EN0862                          SUPERSEDED SURVEY CONTROL
 EN0862
 EN0862  NAD 83(1993)-  34 14 17.15498(N)    101 42 21.39483(W) AD(       ) 4
 EN0862  NAD 83(1986)-  34 14 17.15770(N)    101 42 21.39599(W) AD(       ) 4
 EN0862  NAD 27      -  34 14 16.91009(N)    101 42 19.77038(W) AD(       ) 3
 EN0862
 EN0862.Superseded values are not recommended for survey control.
 EN0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0862.See file dsdata.txt to determine how the superseded data were derived.
 EN0862
 EN0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5077791869(NAD 83)
 EN0862_MARKER: 65 = GRAIN ELEVATOR
 EN0862
 EN0862  HISTORY     - Date     Condition        Report By
 EN0862  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0862
 EN0862                          STATION DESCRIPTION
 EN0862
 EN0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0862'THE STATION IS THE CENTER OF THE TOP OF A 226 FOOT HIGH CONCRETE
 EN0862'ELEVATOR, LOCATED ABOUT 2-1/2 MILES NORTHEAST OF PLAINVIEW AND ABOUT
 EN0862'500 FEET EAST OF U. S. HIGHWAY 87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0863 ***********************************************************************
 EN0863  DESIGNATION -  PLAINVIEW RAD STA KVOP MST
 EN0863  PID         -  EN0863
 EN0863  STATE/COUNTY-  TX/HALE
 EN0863  USGS QUAD   -  PLAINVIEW (1965)
 EN0863
 EN0863                         *CURRENT SURVEY CONTROL
 EN0863  ___________________________________________________________________
 EN0863* NAD 83(1993)-  34 12 20.72619(N)    101 43 00.45901(W)     ADJUSTED  
 EN0863* NAVD 88     -                                                        
 EN0863  ___________________________________________________________________
 EN0863  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 EN0863  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EN0863
 EN0863  HORZ ORDER  -  THIRD
 EN0863
 EN0863.The horizontal coordinates were established by classical geodetic methods
 EN0863.and adjusted by the National Geodetic Survey in February 1996..
 EN0863
 EN0863
 EN0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0863
 EN0863.The geoid height was determined by GEOID03.
 EN0863
 EN0863;                    North         East     Units Scale Factor Converg.
 EN0863;SPC TXNC     - 2,286,120.302   303,559.568   MT  1.00007546   -1 45 15.9
 EN0863;SPC TXNC     - 7,500,379.69    995,928.35   sFT  1.00007546   -1 45 15.9
 EN0863;SPC TX N     - 1,022,849.310   180,017.304   MT  1.00013256   -0 07 32.3
 EN0863;SPC TX N     - 3,355,798.11    590,606.77   sFT  1.00013256   -0 07 32.3
 EN0863;UTM  14      - 3,788,308.087   249,681.697   MT  1.00037245   -1 31 41.1
 EN0863
 EN0863                          SUPERSEDED SURVEY CONTROL
 EN0863
 EN0863  NAD 83(1993)-  34 12 20.73162(N)    101 43 00.45213(W) AD(       ) 4
 EN0863  NAD 83(1986)-  34 12 20.73255(N)    101 43 00.45232(W) AD(       ) 4
 EN0863  NAD 27      -  34 12 20.47438(N)    101 42 58.82166(W) AD(       ) 3
 EN0863
 EN0863.Superseded values are not recommended for survey control.
 EN0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0863.See file dsdata.txt to determine how the superseded data were derived.
 EN0863
 EN0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4968288308(NAD 83)
 EN0863_MARKER: 42 = RADIO/TV MAST
 EN0863
 EN0863  HISTORY     - Date     Condition        Report By
 EN0863  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0863
 EN0863                          STATION DESCRIPTION
 EN0863
 EN0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0863'STATION IS THE TOP CENTER OF THE RADIO MAST, LOCATED ABOUT 1-1/2
 EN0863'MILES NORTH NORTHWEST OF THE TOWN SQUARE IN THE CENTRAL PART OF
 EN0863'PLAINVIEW AND AT 1100 W 24TH STREET.  THE MAST IS A 4 LEGGED STEEL
 EN0863'TOWER, 6 FEET AT THE BASE AND TAPERING TO THE TOP, PAINTED RED AND
 EN0863'WHITE, 158 FEET HIGH AND HAS A RED LIGHT AT ITS APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0865 ***********************************************************************
 EN0865  DESIGNATION -  PLAINVIEW WEST MUNICIPAL TANK
 EN0865  PID         -  EN0865
 EN0865  STATE/COUNTY-  TX/HALE
 EN0865  USGS QUAD   -  PLAINVIEW (1965)
 EN0865
 EN0865                         *CURRENT SURVEY CONTROL
 EN0865  ___________________________________________________________________
 EN0865* NAD 83(1993)-  34 11 32.72379(N)    101 43 38.35700(W)     ADJUSTED  
 EN0865* NAVD 88     -                                                        
 EN0865  ___________________________________________________________________
 EN0865  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 EN0865  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EN0865
 EN0865  HORZ ORDER  -  THIRD
 EN0865
 EN0865.The horizontal coordinates were established by classical geodetic methods
 EN0865.and adjusted by the National Geodetic Survey in February 1996..
 EN0865
 EN0865
 EN0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0865
 EN0865.The geoid height was determined by GEOID03.
 EN0865
 EN0865;                    North         East     Units Scale Factor Converg.
 EN0865;SPC TXNC     - 2,284,671.559   302,544.312   MT  1.00007079   -1 45 36.6
 EN0865;SPC TXNC     - 7,495,626.61    992,597.46   sFT  1.00007079   -1 45 36.6
 EN0865;SPC TX N     - 1,021,372.207   179,043.573   MT  1.00013745   -0 07 54.3
 EN0865;SPC TX N     - 3,350,951.98    587,412.12   sFT  1.00013745   -0 07 54.3
 EN0865;UTM  14      - 3,786,854.902   248,671.871   MT  1.00037870   -1 32 00.6
 EN0865
 EN0865                          SUPERSEDED SURVEY CONTROL
 EN0865
 EN0865  NAD 83(1993)-  34 11 32.72899(N)    101 43 38.35053(W) AD(       ) 4
 EN0865  NAD 83(1986)-  34 11 32.73018(N)    101 43 38.35032(W) AD(       ) 4
 EN0865  NAD 27      -  34 11 32.47115(N)    101 43 36.71638(W) AD(       ) 3
 EN0865
 EN0865.Superseded values are not recommended for survey control.
 EN0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0865.See file dsdata.txt to determine how the superseded data were derived.
 EN0865
 EN0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4867286855(NAD 83)
 EN0865_MARKER: 53 = ELEVATED TANK
 EN0865
 EN0865  HISTORY     - Date     Condition        Report By
 EN0865  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0865  HISTORY     - 1967     GOOD             CGS
 EN0865  HISTORY     - 1971     GOOD             NGS
 EN0865
 EN0865                          STATION DESCRIPTION
 EN0865
 EN0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0865'THE STATION IS THE CENTER OF THE TOP OF A 150 FOOT HIGH, ELEVATED
 EN0865'TANK, PAINTED ALUMINUM AND SUPPORTED BY 6 LEGS.  IT IS LOCATED IN
 EN0865'THE WEST PART OF PLAINVIEW, 100 YARDS SOUTHWEST OF THE INTERSECTION
 EN0865'OF 12TH.  STREET AND SMYTHE AVENUE.
 EN0865
 EN0865                          STATION RECOVERY (1967)
 EN0865
 EN0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JMW)
 EN0865'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EN0865'
 EN0865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PLAINVIEW.
 EN0865
 EN0865                          STATION RECOVERY (1971)
 EN0865
 EN0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 EN0865'THIS INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EN0865'
 EN0865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1446 ***********************************************************************
 AB1446  DESIGNATION -  PLANK 1913
 AB1446  PID         -  AB1446
 AB1446  STATE/COUNTY-  TX/KENEDY
 AB1446  USGS QUAD   -  POTRERO LOPENO SE (1975)
 AB1446
 AB1446                         *CURRENT SURVEY CONTROL
 AB1446  ___________________________________________________________________
 AB1446* NAD 83(1993)-  26 54 41.09227(N)    097 22 16.75064(W)     ADJUSTED  
 AB1446* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1446  ___________________________________________________________________
 AB1446  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AB1446  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AB1446
 AB1446  HORZ ORDER  -  THIRD
 AB1446
 AB1446.The horizontal coordinates were established by classical geodetic methods
 AB1446.and adjusted by the National Geodetic Survey in February 1996..
 AB1446
 AB1446.The orthometric height was scaled from a topographic map.
 AB1446
 AB1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1446
 AB1446.The geoid height was determined by GEOID03.
 AB1446
 AB1446;                    North         East     Units Scale Factor Converg.
 AB1446;SPC TX S     - 5,138,408.721   412,101.543   MT  0.99989601   +0 30 44.7
 AB1446;SPC TX S     -16,858,262.61  1,352,036.48   sFT  0.99989601   +0 30 44.7
 AB1446;UTM  14      - 2,977,664.226   661,729.206   MT  0.99992291   +0 44 14.4
 AB1446
 AB1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1446!SPC TX S     -   1.00000343  x   0.99989601  =   0.99989944
 AB1446!UTM  14      -   1.00000343  x   0.99992291  =   0.99992634
 AB1446
 AB1446:                Primary Azimuth Mark                     Grid Az
 AB1446:SPC TX S     -  BEAT 1913                                353 14 28.6
 AB1446:UTM  14      -  BEAT 1913                                353 00 58.9
 AB1446
 AB1446|---------------------------------------------------------------------|
 AB1446| PID    Reference Object                     Distance      Geod. Az  |
 AB1446|                                                           dddmmss.s |
 AB1446| AB1473 BEAT 1913                           APPROX. 3.7 KM 3534513.3 |
 AB1446|---------------------------------------------------------------------|
 AB1446
 AB1446                          SUPERSEDED SURVEY CONTROL
 AB1446
 AB1446  NAD 83(1986)-  26 54 41.11104(N)    097 22 16.72226(W) AD(       ) 3
 AB1446  NAD 27      -  26 54 39.89800(N)    097 22 15.77900(W) AD(       ) 3
 AB1446
 AB1446.Superseded values are not recommended for survey control.
 AB1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1446.See file dsdata.txt to determine how the superseded data were derived.
 AB1446
 AB1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6172977664(NAD 83)
 AB1446_MARKER: Z = SEE DESCRIPTION
 AB1446_SETTING: 0 = UNSPECIFIED SETTING
 AB1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1446
 AB1446  HISTORY     - Date     Condition        Report By
 AB1446  HISTORY     - 1913     MONUMENTED       CGS
 AB1446  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1446
 AB1446                          STATION DESCRIPTION
 AB1446
 AB1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1446'STATION LOST.  NO REMAINS OF THIS STATION COULD BE FOUND.
 AB1446'THE TERRAIN IN THIS VICINITY HAS CHANGED NUMEROUS TIMES
 AB1446'SINCE 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1159 ***********************************************************************
 DN1159  DESIGNATION -  PLANO
 DN1159  PID         -  DN1159
 DN1159  STATE/COUNTY-  TX/COLLIN
 DN1159  USGS QUAD   -  PLANO (1973)
 DN1159
 DN1159                         *CURRENT SURVEY CONTROL
 DN1159  ___________________________________________________________________
 DN1159* NAD 83(1993)-  33 01 11.86823(N)    096 41 53.10141(W)     ADJUSTED  
 DN1159* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 DN1159  ___________________________________________________________________
 DN1159  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 DN1159  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DN1159
 DN1159  HORZ ORDER  -  SECOND
 DN1159
 DN1159.The horizontal coordinates were established by classical geodetic methods
 DN1159.and adjusted by the National Geodetic Survey in February 1996..
 DN1159
 DN1159.The orthometric height was scaled from a topographic map.
 DN1159
 DN1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1159
 DN1159.The geoid height was determined by GEOID03.
 DN1159
 DN1159;                    North         East     Units Scale Factor Converg.
 DN1159;SPC TXNC     - 2,151,510.288   768,327.262   MT  0.99987277   +0 58 57.9
 DN1159;SPC TXNC     - 7,058,746.67  2,520,753.69   sFT  0.99987277   +0 58 57.9
 DN1159;UTM  14      - 3,655,854.493   715,010.662   MT  1.00017004   +1 15 17.5
 DN1159
 DN1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1159!SPC TXNC     -   0.99997174  x   0.99987277  =   0.99984452
 DN1159!UTM  14      -   0.99997174  x   1.00017004  =   1.00014178
 DN1159
 DN1159|---------------------------------------------------------------------|
 DN1159| PID    Reference Object                     Distance      Geod. Az  |
 DN1159|                                                           dddmmss.s |
 DN1159| CY2842 PLANO RM 2                           21.391 METERS 00524     |
 DN1159| DN1158 PLANO FIRST BAP CH STEEPLE          192.323 METERS 10612     |
 DN1159| CY2840 PLANO AZ MK                                        1755613.6 |
 DN1159| CS2763 RICHARD RESET                       APPROX. 6.8 KM 2002645.0 |
 DN1159| CY2841 PLANO RM 1                           24.116 METERS 22641     |
 DN1159|---------------------------------------------------------------------|
 DN1159
 DN1159                          SUPERSEDED SURVEY CONTROL
 DN1159
 DN1159  NAD 83(1993)-  33 01 11.86916(N)    096 41 53.09619(W) AD(       ) 2
 DN1159  NAD 83(1986)-  33 01 11.87498(N)    096 41 53.08617(W) AD(       ) 2
 DN1159  NAD 27      -  33 01 11.44200(N)    096 41 52.10000(W) AD(       ) 2
 DN1159
 DN1159.Superseded values are not recommended for survey control.
 DN1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1159.See file dsdata.txt to determine how the superseded data were derived.
 DN1159
 DN1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1501155854(NAD 83)
 DN1159_MARKER: DS = TRIANGULATION STATION DISK
 DN1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1159
 DN1159  HISTORY     - Date     Condition        Report By
 DN1159  HISTORY     - 1949     MONUMENTED       CGS
 DN1159  HISTORY     - 1950     SEE DESCRIPTION  CGS
 DN1159  HISTORY     - 1955     GOOD             TXHD
 DN1159  HISTORY     - 1959     GOOD             CGS
 DN1159  HISTORY     - 1960     GOOD             CGS
 DN1159  HISTORY     - 1964     GOOD             CGS
 DN1159  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN1159
 DN1159                          STATION DESCRIPTION
 DN1159
 DN1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 DN1159'STATION IS IN THE TOWN OF PLANO AND ON CITY PROPERTY, 1
 DN1159'BLOCK EAST OF THE CITY SQUARE, 61.3 FEET NORTHEAST OF THE
 DN1159'NORTHEAST CORNER OF THE PLANO FIRE DEPARTMENT BUILDING,
 DN1159'16.8 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 DN1159'PLANO STANDPIPE AND 13 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 DN1159'THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED,
 DN1159'PLANO 1949.
 DN1159'
 DN1159'REFERENCE MARK NO. 1 IS 3.2 FEET NORTHEAST OF THE SOUTHEAST
 DN1159'CORNER OF THE FIRE DEPARTMENT BUILDING, BETWEEN A CEMENT
 DN1159'WALK AND THE WALL OF THE BUILDING, AND 43 FEET NORTH OF
 DN1159'THE APPROXIMATE CENTERLINE OF 15 TH STREET.  THE MARK IS
 DN1159'FLUSH WITH THE GROUND AND THE DISC IS STAMPED, PLANO NO 1
 DN1159'1949.
 DN1159'
 DN1159'REFERENCE MARK NO. 2 IS AT THE SOUTHEAST CORNER OF THE OLD
 DN1159'CITY HALL, 48.6 FEET NORTH OF THE STANDPIPE AND 14 FEET WEST
 DN1159'OF A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 DN1159'DISC IS STAMPED, PLANO NO 2 1949.
 DN1159'
 DN1159'AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF THE INTERSECTION
 DN1159'OF L-AVE AND 12 TH STREET, 21 FEET EAST OF THE APPROXIMATE
 DN1159'CENTERLINE OF L-AVE, 45 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 DN1159'OF 12 TH STREET AND 51 FEET NORTH OF A POWERLINE POLE, AND
 DN1159'ABOUT 150 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD SIDING.
 DN1159'
 DN1159'ALL STATIONS VISIBLE AT 87 FEET.
 DN1159'
 DN1159'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 DN1159
 DN1159                          STATION RECOVERY (1950)
 DN1159
 DN1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HBB)
 DN1159'U.S. COAST AND GEODETIC REFERENCE MARKER--PLANO, TEXAS--1949
 DN1159'NO. 1.  MARKER LOCATED AT THE SOUTHEAST CORNER OF THE ORIGINAL
 DN1159'CITY HALL BUILDING.  MARKER PLACED IN THE GROUND AT THE TIME
 DN1159'A TEMPORARY TOWER WAS ERECTED FOR OBSERVATION.  REASON FOR
 DN1159'REMOVAL--AN ADDITION TO THE EAST SIDE OF THE CITY HALL WILL
 DN1159'COVER SPOT.  MARKER RETURNED TO FT. WORTH, TEXAS OFFICE.
 DN1159
 DN1159                          STATION RECOVERY (1955)
 DN1159
 DN1159'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1159'STATION RECOVERED.  STATION IS 96.4 FT NORTH OF CENTERLINE
 DN1159'15TH ST. 70.2 FT SOUTHWEST OF R.M. 2.  61.3 FT NORTHEAST
 DN1159'OF THE NORTHEAST CORNER OF FIRE STATION (NOT NEW CITY OFFICE
 DN1159'BUILDING) AND 24 FT NORTH OF 2 FORKED TREE.  OLD PLANO STANDPIPE
 DN1159'HAS BEEN REMOVED.
 DN1159
 DN1159                          STATION RECOVERY (1959)
 DN1159
 DN1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 DN1159'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 DN1159'CONDITION.  THE SITE OF REFERENCE NO. 1 IS NOW UNDER A BRICK
 DN1159'BUILDING AND THE MARK IS LOST.  THE SITE OF THE AZIMUTH
 DN1159'MARK IS NOW A LAWN AND NO EVIDENCE OF THE MARK WAS FOUND.
 DN1159'THIS AREA IS NOT VISIBLE FROM THE STATION.
 DN1159'
 DN1159'THE STATION IS A DISK STAMPED PLANO 1949 IN A CONCRETE MONUMENT
 DN1159'FLUSH WITH THE SURFACE OF THE LAWN, 47 FEET ENE OF THE NE
 DN1159'CORNER OF PLANO CITY HALL, 18 FEET WEST OF THE EAST PROPERTY
 DN1159'LINE FENCE, 79 FEET N.OF THE N.CURB OF 15TH STREET AND 131.225
 DN1159'FEET SE OF THE CENTER OF THE PLANO CITY WATER TANK AND 107
 DN1159'FEET SE OF THE SE LEG OF THE TOWER.
 DN1159'
 DN1159'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PLANO 1949
 DN1159'NO. 2 IN A CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SURFACE
 DN1159'OF THE LAWN, 70.18 FEET NORTH OF THE STATION, 70 FEET EAST
 DN1159'OF THE SE LEG OF THE WATER TOWER AND IN THE EDGE OF THE
 DN1159'LAWN AREA, ALSO USED AS A PARKING AREA FOR CITY EQUIPMENT.
 DN1159
 DN1159                          STATION RECOVERY (1960)
 DN1159
 DN1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1159'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1159'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1159
 DN1159                          STATION RECOVERY (1964)
 DN1159
 DN1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 DN1159'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 DN1159'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 DN1159'WAS DESTROYED AND THE DISK SALVAGED IN 1950.  THE AZIMUTH
 DN1159'MARK IS NO LONGER VISIBILE FROM THE STATION MARK.  THE LINE
 DN1159'OF SIGHT IS OBSTRUCTED BY SEVERAL BUILDINGS.  THE FOLLOWING
 DN1159'MEASUREMENTS WERE MADE FOR FUTURE RECOVERY OF THE STATION.
 DN1159'
 DN1159'STATION MARK, A STANDARD DISK STAMPED PLANO 1949, IS SET
 DN1159'IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 DN1159'THE GROUND.  IT IS 143 FEET WEST OF THE WEST CURB OF L AVE.,
 DN1159'107 FEET SOUTHEAST OF THE PLANO MUNICIPAL WATER TANK, 79
 DN1159'FEET NORTH OF THE NORTH CURB OF 15TH STREET, AND 47 FEET
 DN1159'NORTHEAST OF THE NORTHEAST CORNER OF THE PLANO CITY HALL.
 DN1159'
 DN1159'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PLANO NO 2
 DN1159'1949, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 DN1159'THE SURFACE OF THE GROUND.  IT IS 100 FEET NORTHEAST OF THE
 DN1159'NORTHEAST CORNER OF THE CITY HALL, 69 FEET EAST OF THE WATER
 DN1159'TANK(SOUTHEAST LEG), AND 14 FEET WEST OF A YARD FENCE.
 DN1159'
 DN1159'AZIMUTH MARK, A STANDARD DISK STAMPED PLANO 1949, IS SET IN
 DN1159'A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 DN1159'IS IN THE SOUTHEAST CORNER OF THE INTERSECTION OF L AVE.,
 DN1159'AND 12TH STREET, 21 FEET EAST OF THE CENTER LINE OF L AVENUE,
 DN1159'45 FEET SOUTH OF THE CENTER LINE OF 12TH STREET AND 51 FEET
 DN1159'NORTH OF A POWERLINE POLE.
 DN1159
 DN1159                          STATION RECOVERY (1994)
 DN1159
 DN1159'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1158 ***********************************************************************
 DN1158  DESIGNATION -  PLANO FIRST BAP CH STEEPLE
 DN1158  PID         -  DN1158
 DN1158  STATE/COUNTY-  TX/COLLIN
 DN1158  USGS QUAD   -  PLANO (1973)
 DN1158
 DN1158                         *CURRENT SURVEY CONTROL
 DN1158  ___________________________________________________________________
 DN1158* NAD 83(1993)-  33 01 10.12674(N)    096 41 45.98528(W)     ADJUSTED  
 DN1158* NAVD 88     -                                                        
 DN1158  ___________________________________________________________________
 DN1158  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 DN1158  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DN1158
 DN1158  HORZ ORDER  -  THIRD
 DN1158
 DN1158.The horizontal coordinates were established by classical geodetic methods
 DN1158.and adjusted by the National Geodetic Survey in February 1996..
 DN1158
 DN1158
 DN1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1158
 DN1158.The geoid height was determined by GEOID03.
 DN1158
 DN1158;                    North         East     Units Scale Factor Converg.
 DN1158;SPC TXNC     - 2,151,459.822   768,512.820   MT  0.99987278   +0 59 01.8
 DN1158;SPC TXNC     - 7,058,581.10  2,521,362.48   sFT  0.99987278   +0 59 01.8
 DN1158;UTM  14      - 3,655,804.894   715,196.512   MT  1.00017103   +1 15 21.3
 DN1158
 DN1158                          SUPERSEDED SURVEY CONTROL
 DN1158
 DN1158  NAD 83(1993)-  33 01 10.12754(N)    096 41 45.97963(W) AD(       ) 4
 DN1158  NAD 83(1986)-  33 01 10.13343(N)    096 41 45.97023(W) AD(       ) 4
 DN1158  NAD 27      -  33 01 09.70000(N)    096 41 44.98300(W) AD(       ) 3
 DN1158
 DN1158.Superseded values are not recommended for survey control.
 DN1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1158.See file dsdata.txt to determine how the superseded data were derived.
 DN1158
 DN1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1519755805(NAD 83)
 DN1158
 DN1158  HISTORY     - Date     Condition        Report By
 DN1158  HISTORY     - 1949     FIRST OBSERVED   CGS
 DN1158  HISTORY     - 1959     GOOD             CGS
 DN1158  HISTORY     - 1959     GOOD             CGS
 DN1158  HISTORY     - 19910704 GOOD             USPSQD
 DN1158
 DN1158                          STATION DESCRIPTION
 DN1158
 DN1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 DN1158'STATION IS LOCATED IN THE TOWN OF PLANO, AT THE INTERSECTION
 DN1158'OF M-AVE AND 15 TH STREET, IN THE SOUTHEAST CORNER OF THE
 DN1158'INTERSECTION.  IT IS A LARGE BRICK BUILDING WITH A WHITE ROOF,
 DN1158'L-SHAPED AND WITH A STEEPLE ON THE NORTH END OF THE NORTH WING
 DN1158'OF THE BUILDING.  THE APEX OF THE STEEPLE WAS THE POINT
 DN1158'INTERSECTED.
 DN1158
 DN1158                          STATION RECOVERY (1959)
 DN1158
 DN1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 DN1158'THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGE.
 DN1158'THE CHURCH HAS A BLACK ROOF INSTEAD OF A WHITE ONE.
 DN1158
 DN1158                          STATION RECOVERY (1959)
 DN1158
 DN1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 DN1158'THIS STEEPLE IS STILL IN PLACE IN GOOD CONDITION.
 DN1158
 DN1158                          STATION RECOVERY (1991)
 DN1158
 DN1158'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0024 ***********************************************************************
 AM0024  HT_MOD      -  This is a Height Modernization Survey Station.
 AM0024  DESIGNATION -  PLANT A
 AM0024  PID         -  AM0024
 AM0024  STATE/COUNTY-  TX/BRAZORIA
 AM0024  USGS QUAD   -  FREEPORT (1974)
 AM0024
 AM0024                         *CURRENT SURVEY CONTROL
 AM0024  ___________________________________________________________________
 AM0024* NAD 83(1993)-  28 57 24.32407(N)    095 18 58.03442(W)     ADJUSTED  
 AM0024* NAVD 88     -         1.50   (meters)       4.9    (feet)  GPS OBS   
 AM0024  ___________________________________________________________________
 AM0024  X           -    -517,467.217 (meters)                     COMP
 AM0024  Y           -  -5,561,115.015 (meters)                     COMP
 AM0024  Z           -   3,069,696.351 (meters)                     COMP
 AM0024  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AM0024  ELLIP HEIGHT-         -24.82  (meters)          (12/03/01) GPS OBS
 AM0024  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0024
 AM0024  HORZ ORDER  -  FIRST
 AM0024  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0024  ELLP ORDER  -  FOURTH    CLASS II
 AM0024
 AM0024.The horizontal coordinates were established by GPS observations
 AM0024.and adjusted by the National Geodetic Survey in December 2001..
 AM0024
 AM0024.The orthometric height was determined by GPS observations and a
 AM0024.high-resolution geoid model using precise GPS observation and
 AM0024.processing techniques.
 AM0024.The vertical order pertains to the NGVD 29 superseded value.
 AM0024
 AM0024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AM0024
 AM0024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0024
 AM0024.The ellipsoidal height was determined by GPS observations
 AM0024.and is referenced to NAD 83.
 AM0024
 AM0024.The geoid height was determined by GEOID03.
 AM0024
 AM0024;                    North         East     Units Scale Factor Converg.
 AM0024;SPC TXSC     - 4,130,160.547   959,001.762   MT  0.99988487   +1 48 17.2
 AM0024;SPC TXSC     -13,550,368.39  3,146,324.95   sFT  0.99988487   +1 48 17.2
 AM0024;UTM  15      - 3,205,404.189   274,283.282   MT  1.00022875   -1 07 18.6
 AM0024
 AM0024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0024!SPC TXSC     -   1.00000390  x   0.99988487  =   0.99988877
 AM0024!UTM  15      -   1.00000390  x   1.00022875  =   1.00023265
 AM0024
 AM0024:                Primary Azimuth Mark                     Grid Az
 AM0024:SPC TXSC     -  DOW CHEM CO PLT A ORGANIC TANK           170 42 41.1
 AM0024:UTM  15      -  DOW CHEM CO PLT A ORGANIC TANK           173 38 16.9
 AM0024
 AM0024|---------------------------------------------------------------------|
 AM0024| PID    Reference Object                     Distance      Geod. Az  |
 AM0024|                                                           dddmmss.s |
 AM0024| AM0423 DOW CHEM CO PLT A ORGANIC TANK      APPROX. 1.1 KM 1723058.3 |
 AM0024| AM0422 DOW CHEM CO PLT A RADAR DOME        APPROX. 1.5 KM 1972836.9 |
 AM0024| CV6668 PLANT A RM 1                         24.296 METERS 20522     |
 AM0024| AM0426 DOW CHEM CO PLT A SHOP TANK         APPROX. 1.3 KM 2060247.4 |
 AM0024| AM0427 DOW CHEM CO PLT A CHLORINE TK       APPROX. 1.9 KM 2065037.0 |
 AM0024| AM0023 PLANT A AZ MK                                      2684701.5 |
 AM0024| AM0036 PLANT A RM 2                         23.814 METERS 30547     |
 AM0024|---------------------------------------------------------------------|
 AM0024
 AM0024                          SUPERSEDED SURVEY CONTROL
 AM0024
 AM0024  NAD 83(1993)-  28 57 24.32585(N)    095 18 58.03420(W) AD(       ) 2
 AM0024  NAD 83(1986)-  28 57 24.33503(N)    095 18 58.01402(W) AD(       ) 2
 AM0024  NAD 27      -  28 57 23.44600(N)    095 18 57.23500(W) AD(       ) 2
 AM0024  NGVD 29 (??/??/92)    1.537  (m)            5.04   (f) ADJ UNCH    1 1
 AM0024
 AM0024.Superseded values are not recommended for survey control.
 AM0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0024.See file dsdata.txt to determine how the superseded data were derived.
 AM0024
 AM0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7428305404(NAD 83)
 AM0024_MARKER: DS = TRIANGULATION STATION DISK
 AM0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0024_STAMPING: PLANT A 1954
 AM0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0024+STABILITY: SURFACE MOTION
 AM0024
 AM0024  HISTORY     - Date     Condition        Report By
 AM0024  HISTORY     - 1954     MONUMENTED       CGS
 AM0024  HISTORY     - 1960     GOOD             CGS
 AM0024  HISTORY     - 1963     GOOD             CGS
 AM0024  HISTORY     - 1973     GOOD             NGS
 AM0024  HISTORY     - 1977     GOOD             NGS
 AM0024  HISTORY     - 1978     GOOD             NGS
 AM0024
 AM0024                          STATION DESCRIPTION
 AM0024
 AM0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0024'THE STATION IS LOCATED AT THE MAIN ENTRANCE OF THE DOW CHEMICAL
 AM0024'COMPANYS PLANT A.
 AM0024'
 AM0024'REACHED FROM THE JUNCTION OF STATE HIGHWAY 523 AND FARM AND
 AM0024'MARKET ROAD 1460 AT THE EASTERN EDGE OF VELASCO BY GOING
 AM0024'EASTERLY ON FARM AND MARKET ROAD 1460 FOR 1.6 MILES TO THE
 AM0024'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.7
 AM0024'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 AM0024'
 AM0024'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0024'IS 290 FEET WEST OF A RAMP LEADING ATOP THE DOW BARGE CANAL
 AM0024'LEVEE, 177 FEET NORTHEAST OF A POWER POLE, 144 FEET NORTH
 AM0024'OF THE CENTERLINE OF ROAD 1460, AND 4 FEET SOUTH OF A WITNESS
 AM0024'POST.  THE DISK IS STAMPED PLANT A 1954, AND THE MARK PROJECTS
 AM0024'4 INCHES.
 AM0024'
 AM0024'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AM0024'MONUMENT, IS 64 FEET NORTH OF THE CENTERLINE OF ROAD 1460.
 AM0024'THE DISK IS STAMPED PLANT A NO 1 1954, AND THE MARK PROJECTS
 AM0024'4 INCHES.
 AM0024'
 AM0024'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AM0024'MONUMENT, IS 135 FEET NORTHEAST OF THE POWER POLE AND 40 FEET
 AM0024'SOUTH OF THE ROAD ATOP THE DOW BARGE CANAL LEVEE.  THE DISK
 AM0024'IS STAMPED PLANT A NO 2 1954, AND THE MARK PROJECTS 3 INCHES.
 AM0024'
 AM0024'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0024'IS 55 FEET WEST OF THE APPROXIMATE CENTER OF A SHELL ROAD, 47
 AM0024'FEET SOUTH OF THE CENTERLINE OF ROAD 1460, 43 FEET SOUTHEAST
 AM0024'OF THE SOUTHEAST CORNER OF A BRIDGE OVER THE DOW WASTE WATER
 AM0024'CANAL, 45 FEET NORTHWEST OF CABLE POLE NO. 40, AND 2 FEET NORTH
 AM0024'OF A WITNESS POST.  THE DISK IS STAMPED PLANT A 1954, AND
 AM0024'THE MARK PROJECTS 3 INCHES.
 AM0024'
 AM0024'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 AM0024
 AM0024                          STATION RECOVERY (1960)
 AM0024
 AM0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0024'STATION REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 AM0024'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE 1954
 AM0024'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES.
 AM0024'
 AM0024'(1) THE ROAD NUMBER 1460 HAS BEEN DISCONTINUED.
 AM0024'(2) THE TO REACH SHOULD READ.  TO REACH FROM THE JUNCTION OF
 AM0024'STATE HIGHWAY 523 AND GULF BLVD. AT THE EASTERNEDGE OF VELASCO,
 AM0024'GO EASTERLY ON GULF BLVD. 1.6 MILES TO THE AZIMUTH MARK ON
 AM0024'THE RIGHT.  CONTINUE STRAIGHT AHEAD 0.7 MILE TO THE STATION
 AM0024'ON THE LEFT.
 AM0024
 AM0024                          STATION RECOVERY (1963)
 AM0024
 AM0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0024'THE STATION WAS RECOVERED.  ALL MARKS WERE FOUND AND STAMPINGS
 AM0024'ON ALL MARKS ARE AS PREVIOUSLY DESCRIBED.  4 BY 4 INCH WOODEN
 AM0024'PROTECTIVE WITNESS POSTS SURROUND EACH OF THE FOUR MARKS.
 AM0024'THE STATION MARK IS SITUATED AT THE SOUTH BASE OF THE LEVEE
 AM0024'AND THE MARK PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 AM0024'
 AM0024'REFERENCE MARK NO. 1 IS 2 INCHES BELOW THE GROUND SURFACE.
 AM0024'REFERENCE MARK NO. 2 PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.
 AM0024'CHECK MEASUREMENTS AND DIRECTIONS TO THE REFERENCE MARKS
 AM0024'AGREE WITH THE ORIGINAL DESCRIPTION.
 AM0024'
 AM0024'THE DISTANCE BETWEEN THE STATION AND AZIMUTH MARK WAS CHECKED
 AM0024'BY TRUCK SPEEDOMETER AND FOUND TO BE 0.85 MILE.  THE LINE
 AM0024'OF SIGHT TO THE AZIMUTH MARK IS PARTIALLY OBSTRUCTED BY STEEL
 AM0024'FENCE ABOUT MIDWAY ON LINE.
 AM0024'
 AM0024'TO REACH THE STATION FROM THE INTERSECTION OF WEST 2ND STREET
 AM0024'AND VELASCO ROAD IN NORTHWEST SECTION OF FREEPORT, GO NORTHEAST
 AM0024'ON VELASCO ROAD FOR 1.25 MILES TO CROSSROAD AT TRAFFIC LIGHT,
 AM0024'TURN RIGHT AND GO SOUTHEAST ON DOW CHEMICAL PLANT LEVEE
 AM0024'ROAD FOR 1.3 MILES TO REVERSE-Y INTERSECTION, KEEP LEFT AND
 AM0024'GO 0.35 MILE TO THE STATION ON LEFT.
 AM0024'
 AM0024'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR
 AM0024'0.35 MILE TO FORKS, KEEP LEFT GOING WEST FOR 0.5 MILE TO THE
 AM0024'AZIMUTH MARK ON LEFT JUST BEFORE REACHING BRIDGE OVER THE
 AM0024'DOW WASTE WATER CANAL.
 AM0024
 AM0024                          STATION RECOVERY (1973)
 AM0024
 AM0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AM0024'2.4 MI E FROM FREEPORT.
 AM0024'2.4 MILES EAST ALONG COUNTY ROAD 229 FROM THE JUNCTION OF VELASCO
 AM0024'BOULEVARD AT FREEPORT, AT THE JUNCTION OF BASE ROAD SOUTHWEST TO DOW
 AM0024'PLANT A AND NORTHEAST ACROSS THE DOW BARGE CANAL, ON THE OUTSIDE OF A
 AM0024'LONG CURVE, 133 FEET NORTHEAST OF THE CENTER LINE OF THE COUNTY ROAD,
 AM0024'287 FEET NORTHWEST OF THE ROAD ACROSS THE CANAL, 78.13 FEET
 AM0024'EAST-SOUTHEAST OF R.M. 2, 73 FEET SOUTHWEST OF THE SOUTHWEST LEVEE
 AM0024'ROAD OF THE DOW BARGE CANAL, 101 FEET NORTHWEST OF A POWER POLE, 166
 AM0024'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST END OF GATE A-34 ACROSS THE
 AM0024'CANAL ROAD, ABOUT LEVEL WITH THE COUNTY ROAD, MIDWAY BETWEEN TWO
 AM0024'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AM0024'0.5 FOOT ABOVE THE GROUND.
 AM0024
 AM0024                          STATION RECOVERY (1977)
 AM0024
 AM0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0024'RECOVERED IN GOOD CONDITION.
 AM0024
 AM0024                          STATION RECOVERY (1978)
 AM0024
 AM0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0023 ***********************************************************************
 AM0023  DESIGNATION -  PLANT A AZ MK
 AM0023  PID         -  AM0023
 AM0023  STATE/COUNTY-  TX/BRAZORIA
 AM0023  USGS QUAD   -  FREEPORT (1974)
 AM0023
 AM0023                         *CURRENT SURVEY CONTROL
 AM0023  ___________________________________________________________________
 AM0023* NAD 83(1986)-  28 57 23.     (N)    095 19 47.     (W)     SCALED    
 AM0023* NAVD 88     -         3.35   (+/-2cm)      11.0    (feet)  VERTCON   
 AM0023  ___________________________________________________________________
 AM0023  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0023
 AM0023  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0023
 AM0023.The horizontal coordinates were scaled from a topographic map and have
 AM0023.an estimated accuracy of +/- 6 seconds.
 AM0023
 AM0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0023.The vertical order pertains to the NGVD 29 superseded value.
 AM0023
 AM0023.The geoid height was determined by GEOID03.
 AM0023
 AM0023;                    North         East    Units  Estimated Accuracy
 AM0023;SPC TXSC     - 4,130,080.      957,680.      MT  (+/- 180 meters Scaled)
 AM0023
 AM0023                          SUPERSEDED SURVEY CONTROL
 AM0023
 AM0023  NGVD 29 (??/??/92)    3.375  (m)           11.07   (f) ADJ UNCH    1 1
 AM0023
 AM0023.Superseded values are not recommended for survey control.
 AM0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0023.See file dsdata.txt to determine how the superseded data were derived.
 AM0023
 AM0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN729053(NAD 83)
 AM0023_MARKER: DZ = AZIMUTH MARK DISK
 AM0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0023_STAMPING: PLANT A 1954
 AM0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0023+STABILITY: SURFACE MOTION
 AM0023
 AM0023  HISTORY     - Date     Condition        Report By
 AM0023  HISTORY     - 1954     MONUMENTED       CGS
 AM0023  HISTORY     - 1973     GOOD             NGS
 AM0023  HISTORY     - 1977     GOOD             NGS
 AM0023  HISTORY     - 1978     GOOD             NGS
 AM0023
 AM0023                          STATION DESCRIPTION
 AM0023
 AM0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0023'1.6 MI E FROM FREEPORT.
 AM0023'1.6 MILES EAST ALONG COUNTY ROAD 229 FROM THE JUNCTION OF VELASCO
 AM0023'BOULEVARD AT FREEPORT, AT THE EAST END OF A CONCRETE BRIDGE OVER A
 AM0023'CANAL, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 50 FEET WEST OF
 AM0023'THE CENTER LINE OF A SHELL ROAD SOUTH, 32.6 FEET SOUTH OF THE
 AM0023'SOUTHEAST CORNER OF A CONCRETE GUARDRAIL OF THE BRIDGE, 46 FEET
 AM0023'NORTHWEST OF A POWER POLE WITH THREE GUY WIRES AND BEARING A STREET
 AM0023'LIGHT, 2.5 FEET SOUTH OF A WITNESS POST, THE MARK IS SURROUNDED BY
 AM0023'FOUR WOODEN POST PROJECTING ABOUT 3 1/2 FEET, ABOUT 1/2 FOOT LOWER
 AM0023'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 AM0023'FOOT ABOVE THE GROUND.
 AM0023
 AM0023                          STATION RECOVERY (1977)
 AM0023
 AM0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0023'RECOVERED IN GOOD CONDITION.
 AM0023
 AM0023                          STATION RECOVERY (1978)
 AM0023
 AM0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0036 ***********************************************************************
 AM0036  DESIGNATION -  PLANT A RM 2
 AM0036  PID         -  AM0036
 AM0036  STATE/COUNTY-  TX/BRAZORIA
 AM0036  USGS QUAD   -  FREEPORT (1974)
 AM0036
 AM0036                         *CURRENT SURVEY CONTROL
 AM0036  ___________________________________________________________________
 AM0036* NAD 83(1986)-  28 57 25.     (N)    095 18 59.     (W)     SCALED    
 AM0036* NAVD 88     -         2.16   (+/-2cm)       7.1    (feet)  VERTCON   
 AM0036  ___________________________________________________________________
 AM0036  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0036
 AM0036  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0036
 AM0036.The horizontal coordinates were scaled from a topographic map and have
 AM0036.an estimated accuracy of +/- 6 seconds.
 AM0036
 AM0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0036.The vertical order pertains to the NGVD 29 superseded value.
 AM0036
 AM0036.The geoid height was determined by GEOID03.
 AM0036
 AM0036;                    North         East    Units  Estimated Accuracy
 AM0036;SPC TXSC     - 4,130,180.      958,980.      MT  (+/- 180 meters Scaled)
 AM0036
 AM0036                          SUPERSEDED SURVEY CONTROL
 AM0036
 AM0036  NGVD 29 (??/??/92)    2.183  (m)            7.16   (f) ADJ UNCH    1 2
 AM0036
 AM0036.Superseded values are not recommended for survey control.
 AM0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0036.See file dsdata.txt to determine how the superseded data were derived.
 AM0036
 AM0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN742054(NAD 83)
 AM0036_MARKER: DR = REFERENCE MARK DISK
 AM0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0036_STAMPING: PLANT A NO 2 1954
 AM0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0036+STABILITY: SURFACE MOTION
 AM0036
 AM0036  HISTORY     - Date     Condition        Report By
 AM0036  HISTORY     - 1954     MONUMENTED       CGS
 AM0036  HISTORY     - 1973     GOOD             NGS
 AM0036  HISTORY     - 1978     POOR             NGS
 AM0036
 AM0036                          STATION DESCRIPTION
 AM0036
 AM0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0036'2.4 MI E FROM FREEPORT.
 AM0036'2.4 MILES EAST ALONG COUNTY ROAD 229 FROM THE JUNCTION OF VELASCO
 AM0036'BOULEVARD AT FREEPORT, AT THE JUNCTION OF BASE ROAD SOUTHWEST TO DOW
 AM0036'PLANT A AND NORTHEAST ACROSS THE DOW BARGE CANAL, ON THE OUTSIDE OF A
 AM0036'LONG CURVE, 150 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 365
 AM0036'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD ACROSS THE CANAL, 78.13
 AM0036'FEET WEST-NORTHWEST OF THE STATION, 63 FEET SOUTHWEST OF THE LEVEE
 AM0036'ROAD, 90 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST END OF GATE A-34
 AM0036'ACROSS THE CANAL ROAD, 80 FEET NORTHEAST OF A CYCLONE FENCE CORNER,
 AM0036'THE MARK IS BETWEEN TWO WOODEN POST PROJECTING ABOUT 4 FEET, AND SET
 AM0036'IN THE TOP OF A CONCRETE POST PROJECTING 2.0 FEET ABOVE THE GROUND.
 AM0036'NOTE-- THE CONCRETE POST IS SLIGHTLY LOOSE AND SHOULD BE USED WITH
 AM0036'CAUTION.
 AM0036
 AM0036                          STATION RECOVERY (1978)
 AM0036
 AM0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0036'THIS BENCH MARK WAS FOUND LOOSE IN THE GROUND 7 INCHES OF MONUMENT
 AM0036'BELOW GROUND SURFACE, DUE TO CONSTANT ERROSION FROM RAIN FROM HILL
 AM0036'TO THE NORTH OF MARK, REINFORCEMENT DOES NOT APPEAR FEASIBLE.
 AM0036'NOT FIT FOR LEVELS AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3939 ***********************************************************************
 AW3939  DESIGNATION -  PLANT B
 AW3939  PID         -  AW3939
 AW3939  STATE/COUNTY-  TX/BRAZORIA
 AW3939  USGS QUAD   -  LAKE JACKSON (1974)
 AW3939
 AW3939                         *CURRENT SURVEY CONTROL
 AW3939  ___________________________________________________________________
 AW3939* NAD 83(1993)-  29 00 03.65867(N)    095 23 14.27008(W)     ADJUSTED  
 AW3939* NAVD 88     -         1.84   (+/-2cm)       6.0    (feet)  VERTCON   
 AW3939  ___________________________________________________________________
 AW3939  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW3939  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW3939
 AW3939  HORZ ORDER  -  SECOND
 AW3939  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3939
 AW3939.The horizontal coordinates were established by classical geodetic methods
 AW3939.and adjusted by the National Geodetic Survey in February 1996..
 AW3939
 AW3939.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3939.The vertical order pertains to the NGVD 29 superseded value.
 AW3939
 AW3939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3939
 AW3939.The geoid height was determined by GEOID03.
 AW3939
 AW3939;                    North         East     Units Scale Factor Converg.
 AW3939;SPC TXSC     - 4,134,846.784   951,916.191   MT  0.99988011   +1 46 11.7
 AW3939;SPC TXSC     -13,565,743.16  3,123,078.37   sFT  0.99988011   +1 46 11.7
 AW3939;UTM  15      - 3,210,447.996   267,443.770   MT  1.00026743   -1 09 28.6
 AW3939
 AW3939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3939!SPC TXSC     -   1.00000387  x   0.99988011  =   0.99988398
 AW3939!UTM  15      -   1.00000387  x   1.00026743  =   1.00027131
 AW3939
 AW3939:                Primary Azimuth Mark                     Grid Az
 AW3939:SPC TXSC     -  VELASCO MUNICIPAL TANK                   148 33 49.5
 AW3939:UTM  15      -  VELASCO MUNICIPAL TANK                   151 29 29.8
 AW3939
 AW3939|---------------------------------------------------------------------|
 AW3939| PID    Reference Object                     Distance      Geod. Az  |
 AW3939|                                                           dddmmss.s |
 AW3939| AM0413 VELASCO MUNICIPAL TANK              APPROX. 3.9 KM 1502001.2 |
 AW3939| AM0304 PLANT B AZ MK                                      1542415.6 |
 AW3939| AM0007 PLANT B AZ MK RESET                 APPROX. 0.8 KM 1542421.2 |
 AW3939| AM0453 DOW CHEM PLT B TURN BASIN TK        APPROX. 1.1 KM 1591114.8 |
 AW3939| AM0454 DOW CHEM CO PLT B MAGNESIUM TK      APPROX. 1.7 KM 1783554.2 |
 AW3939| AW3943 PLANT B RM 4                         25.072 METERS 19715     |
 AW3939| AW3940 PLANT B RM 1                         25.090 METERS 19717     |
 AW3939| AW0096 PLANT B 2                            48.737 METERS 21630     |
 AW3939| AM0457 DOW CHEM CO PLT B OVERPASS TK       APPROX. 1.2 KM 2201844.1 |
 AW3939| AW3941 PLANT B RM 2                         18.364 METERS 26625     |
 AW3939| AW3942 PLANT B RM 3                         18.381 METERS 26627     |
 AW3939| AW6828 CLUTE MUNICIPAL TANK                APPROX. 2.8 KM 3230149.2 |
 AW3939|---------------------------------------------------------------------|
 AW3939
 AW3939                          SUPERSEDED SURVEY CONTROL
 AW3939
 AW3939  NAD 83(1986)-  29 00 03.66831(N)    095 23 14.24879(W) AD(       ) 2
 AW3939  NAD 27      -  29 00 02.78100(N)    095 23 13.46500(W) AD(       ) 2
 AW3939  NGVD 29 (??/??/92)    1.856  (m)            6.09   (f) ADJ UNCH    1 2
 AW3939
 AW3939.Superseded values are not recommended for survey control.
 AW3939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3939.See file dsdata.txt to determine how the superseded data were derived.
 AW3939
 AW3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6744410448(NAD 83)
 AW3939_MARKER: DS = TRIANGULATION STATION DISK
 AW3939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3939_STAMPING: PLANT B 1954
 AW3939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3939+STABILITY: SURFACE MOTION
 AW3939
 AW3939  HISTORY     - Date     Condition        Report By
 AW3939  HISTORY     - 1954     MONUMENTED       CGS
 AW3939  HISTORY     - 1960     GOOD             CGS
 AW3939  HISTORY     - 1963     GOOD             CGS
 AW3939  HISTORY     - 1967     SEE DESCRIPTION  CGS
 AW3939  HISTORY     - 1967     GOOD             NGS
 AW3939  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW3939  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW3939
 AW3939                          STATION DESCRIPTION
 AW3939
 AW3939'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW3939'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF VELASCO,
 AW3939'1.0 MILE SOUTH OF CLUTE, 1.0 MILE NORTH OF THE MAIN ENTRANCE
 AW3939'TO THE DOW CHEMICAL COMPANYS PLANT B, AND ON PROPERTY OWNED
 AW3939'BY THE DOW CHEMICAL COMPANY.
 AW3939'
 AW3939'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 523 AND 288 IN
 AW3939'VELASCO BY GOING NORTH ON HIGHWAY 288 FOR 2.0 MILES TO THE
 AW3939'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD, NORTHERLY,
 AW3939'FOR 0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AW3939'
 AW3939'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW3939'IS 74 FEET SOUTH OF A DRIVEWAY TO A PUMPING STATION, 40 FEET
 AW3939'SOUTHEAST OF THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND
 AW3939'THE PUMPING STATION, 40 FEET WEST OF A POWER POLE, AND 3 FEET
 AW3939'WEST OF A WITNESS POST.  THE DISK IS STAMPED PLANT B 1954,
 AW3939'AND THE MARK PROJECTS 4 INCHES.
 AW3939'
 AW3939'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AW3939'MONUMENT, IS 56 FEET NORTH OF A POWER POLE AND 1 FOOT EAST
 AW3939'OF A WIRE FENCE.  THE DISK IS STAMPED PLANT B NO 1 1954,
 AW3939'AND THE MARK PROJECTS 6 INCHES.
 AW3939'
 AW3939'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AW3939'MONUMENT, IS 11 FEET NORTH OF A POWER POLE, 8 FEET SOUTH
 AW3939'OF THE SOUTHWEST CORNER OF THE CYCLONE FENCE, AND 1 FOOT
 AW3939'EAST OF THE WIRE FENCE.  THE DISK IS STAMPED PLANT B NO 2
 AW3939'1954, AND THE MARK PROJECTS 4 INCHES.
 AW3939'
 AW3939'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW3939'IS 100 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 288, 27
 AW3939'FEET NORTHWEST OF A WIRE FENCE, 10 FEET NORTH OF A POWER
 AW3939'POLE, AND 2 FEET SOUTHWEST OF A WITNESS POST.  THE DISK IS
 AW3939'STAMPED PLANT B 1954, AND THE MARK PROJECTS 5 INCHES.
 AW3939'
 AW3939'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 AW3939
 AW3939                          STATION RECOVERY (1960)
 AW3939
 AW3939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW3939'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 AW3939'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 AW3939'THE 1954 DESCRIPTION IS COMPLETE.
 AW3939
 AW3939                          STATION RECOVERY (1963)
 AW3939
 AW3939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW3939'THE STATION WAS RECOVERED.  THE STATION MARK WAS THE ONLY
 AW3939'MARK FOUND TO BE IN GOOD CONDITION AND APPEARENTLY UNDISTRUBED.
 AW3939'THE REFERENCE MARKS WERE BOTH TILTED AND A PORTION OF THE
 AW3939'CONCRETE TOP WAS BROKEN OFF OF NO. 1.  THE AZIMUTH MARK DISK
 AW3939'WAS SHEARED OFF AND TOP PORTION OF CONCRETE WAS BROKEN AT
 AW3939'CORNERS.  THE STEM OF THE DISK REMAINED IN THE MONUMENT.
 AW3939'
 AW3939'THE REFERENCE MARKS WERE STRAIGHTENED TO UPRIGHT POSITION
 AW3939'AND REPAIRS MADE, AND STAMPINGS ALTERED.
 AW3939'
 AW3939'REFERENCE MARK 3, A STANDARD DISK STAMPED PLANT B NO 3
 AW3939'1954, SET IN 10 BY 10 INCH CONCRETE POST WHICH PROJECTS
 AW3939'3-INCHES ABOVE THE GROUND.  IT IS 10.1 FEET NORTH OF A POWER
 AW3939'POLE, 8.1 FEET SOUTH OF SOUTHWEST CORNER OF STEEL FENCE
 AW3939'SURROUNDING A PUMP, AND 1.2 FEET EAST OF THE RIGHT-OF-WAY
 AW3939'FENCE.
 AW3939'
 AW3939'REFERENCE MARK 4, A STANDARD DISK STAMPED PLANT B NO 4 1954,
 AW3939'SET IN 10 BY 10 INCH CONCRETE POST WHICH PROJECTS 6-INCHES
 AW3939'ABOVE THE GROUND.  IT IS 56 FEET NORTH OF A POWER POLE,
 AW3939'86.4 FEET WEST-NORTHWEST OF NORTH END OF GUARD RAIL ALONG
 AW3939'HIGHWAY 228, AND 1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 AW3939'
 AW3939'THE AZIMUTH MARK WAS REINFORCED BY POURING CONCRETE AROUND
 AW3939'THE TOP ONE-HALF OF THE MONUMENT AND A NEW DISK WAS SET
 AW3939'DIRECTLY ABOVE THE STEM OF DISK THAT REMAINS IN THE ORIGINAL
 AW3939'MONUMENT.
 AW3939'
 AW3939'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PLANT B 1954
 AW3939'RESET 1963, SET IN 15 BY 15 INCH CONCRETE POST PROJECTING
 AW3939'8-INCHES ABOVE THE GROUND.  IT IS 100 FEET WEST OF CENTERLINE
 AW3939'OF THE SOUTH BOUND TRAFFIC LANE OF HIGHWAY 228, 28 FEET
 AW3939'NORTHEAST OF RIGHT-OF-WAY FENCE, 10.5 FEET NORTH-NORTHWEST
 AW3939'OF A POWER POLE.
 AW3939'
 AW3939'TO REACH THE STATION FROM THE POST OFFICE IN VELASCO, GO
 AW3939'NORTHWEST ON GULF BLVD. FOR 0.1 MILE, TURN RIGHT AND FOLLOW
 AW3939'HIGHWAY 228 NORTH FOR 2.0 MILES TO THE AZIMUTH MARK AT LEFT
 AW3939'ACROSS THE DUAL ROADWAY, CONTINUE NORTHERLY ON HIGHWAY 228
 AW3939'FOR 0.4 MILE TO THE STATION ON LEFT.  THE MARK IS 112 FEET
 AW3939'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF HIGHWAY
 AW3939'228, 57 FEET EAST OF THE RIGHT-OF-WAY FENCE, 40.3 FEET
 AW3939'SOUTHEAST OF THE SOUTHEAST CORNER OF STEEL FENCE AROUND PUMP
 AW3939'AND 39.5 FEET WEST OF A GUY POLE WHICH SUPPORTS A
 AW3939'TELEPHONE CABLE.
 AW3939
 AW3939                          STATION RECOVERY (1967)
 AW3939
 AW3939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 AW3939'THE STATION MARK, REFERENCE MARKS NO. 3, NO. 4 AND THE AZIMUTH
 AW3939'MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK,
 AW3939'REFERENCE MARKS NO. 3 AND NO. 4 ARE GOING TO BE DESTROYED
 AW3939'IN THE FUTURE WHEN ROAD IMPROVEMENTS OF AN INTERCHANGE AT
 AW3939'THE JUNCTION OF STATE HIGHWAYS 288 AND 332 ARE MADE.  THE
 AW3939'AZIMUTH MARK IS OUT OF THE WAY OF CONSTRUCTION.  IT WAS USED
 AW3939'TO SERVE FOR THE AZIMUTH MARK TO PLANT B 2.  ALL MARKS WERE
 AW3939'LEFT INTACT EXCEPT REFERENCE MARK NO. 3.  IT WAS MOVED TO
 AW3939'THE NEW RIGHT-OF-WAY AND RESTAMPED NO. 5 TO SERVE AS A
 AW3939'REFERENCE MARK TO PLANT B 2.
 AW3939'
 AW3939'A NEW STATION WAS ESTABLISHED BY TRAVERSE, DISTANCE BEING
 AW3939'48.636 METERS (159.57 FEET) SOUTHWEST TO PLANT B 2 FROM PLANT
 AW3939'B.  ALSO AN ELEVATION WAS DETERMINED ONTO THE NEW STATION
 AW3939'MARK AND BOTH NEW REFERENCE MARK FROM THE OLD STATION MARK.
 AW3939'
 AW3939'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AW3939'
 AW3939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AW3939'NORTHWEST.
 AW3939
 AW3939                          STATION RECOVERY (1967)
 AW3939
 AW3939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AW3939'2.35 MI N FROM FREEPORT.
 AW3939'ABOUT 2.35 MILES NORTH ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF
 AW3939'FARM ROAD 523 AT VELASCO, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF
 AW3939'STATE HIGHWAY 332, ABOUT 0.1 MILE SOUTH OF THE SURF DRIVE-IN THEATRE,
 AW3939'107 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST TRAFFIC LANE OF
 AW3939'STATE HIGHWAY 288, 152 YARDS NORTHWEST OF THE CENTER LINE OF A PAVED
 AW3939'ROAD, 57 FEET NORTHEAST OF A FENCE, 82.4 FEET NORTH OF PLANT B R.M.
 AW3939'NO. 1, 40 FEET EAST OF THE EAST CORNER OF A FENCE AROUND A PUMP, 60.2
 AW3939'FEET EAST-NORTHEAST OF PLANT B R.M. NO. 2, BETWEEN 2 WHITE WOODEN
 AW3939'WITNESS POSTS, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW3939'NOTE-- THIS MARK WILL BE DESTROYED IN THE FUTURE WHEN ROAD
 AW3939'IMPROVEMENTS OF AN INTERCHANGE AT THE JUNCTION OF STATE HIGHWAYS 288
 AW3939'AND 332 ARE MADE.
 AW3939
 AW3939                          STATION RECOVERY (1998)
 AW3939
 AW3939'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3939'MARK NOT FOUND.
 AW3939
 AW3939                          STATION RECOVERY (2004)
 AW3939
 AW3939'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0096 ***********************************************************************
 AW0096  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0096  DESIGNATION -  PLANT B 2
 AW0096  PID         -  AW0096
 AW0096  STATE/COUNTY-  TX/BRAZORIA
 AW0096  USGS QUAD   -  LAKE JACKSON (1974)
 AW0096
 AW0096                         *CURRENT SURVEY CONTROL
 AW0096  ___________________________________________________________________
 AW0096* NAD 83(1993)-  29 00 02.38618(N)    095 23 15.34119(W)     ADJUSTED  
 AW0096* NAVD 88     -         1.45   (meters)       4.8    (feet)  GPS OBS   
 AW0096  ___________________________________________________________________
 AW0096  X           -    -524,182.693 (meters)                     COMP
 AW0096  Y           -  -5,558,117.797 (meters)                     COMP
 AW0096  Z           -   3,073,953.353 (meters)                     COMP
 AW0096  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW0096  ELLIP HEIGHT-         -24.96  (meters)          (12/03/01) GPS OBS
 AW0096  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW0096
 AW0096  HORZ ORDER  -  FIRST
 AW0096  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0096  ELLP ORDER  -  FOURTH    CLASS II
 AW0096
 AW0096.The horizontal coordinates were established by GPS observations
 AW0096.and adjusted by the National Geodetic Survey in December 2001..
 AW0096
 AW0096.The orthometric height was determined by GPS observations and a
 AW0096.high-resolution geoid model using precise GPS observation and
 AW0096.processing techniques.
 AW0096.The vertical order pertains to the NGVD 29 superseded value.
 AW0096
 AW0096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0096
 AW0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0096
 AW0096.The ellipsoidal height was determined by GPS observations
 AW0096.and is referenced to NAD 83.
 AW0096
 AW0096.The geoid height was determined by GEOID03.
 AW0096
 AW0096;                    North         East     Units Scale Factor Converg.
 AW0096;SPC TXSC     - 4,134,806.735   951,888.427   MT  0.99988014   +1 46 11.1
 AW0096;SPC TXSC     -13,565,611.76  3,122,987.28   sFT  0.99988014   +1 46 11.1
 AW0096;UTM  15      - 3,210,409.402   267,413.985   MT  1.00026761   -1 09 29.1
 AW0096
 AW0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0096!SPC TXSC     -   1.00000392  x   0.99988014  =   0.99988406
 AW0096!UTM  15      -   1.00000392  x   1.00026761  =   1.00027153
 AW0096
 AW0096|---------------------------------------------------------------------|
 AW0096| PID    Reference Object                     Distance      Geod. Az  |
 AW0096|                                                           dddmmss.s |
 AW0096| AW3939 PLANT B                              48.737 METERS 03630     |
 AW0096| AW0098 PLANT B 2 RM 5                       15.125 METERS 09213     |
 AW0096| AM0007 PLANT B AZ MK RESET                 APPROX. 0.7 KM 1510558.0 |
 AW0096| AM0453 DOW CHEM PLT B TURN BASIN TK        APPROX. 1.0 KM 1565609.9 |
 AW0096| AM0454 DOW CHEM CO PLT B MAGNESIUM TK      APPROX. 1.7 KM 1773352.3 |
 AW0096| AM0457 DOW CHEM CO PLT B OVERPASS TK       APPROX. 1.2 KM 2202815.5 |
 AW0096| AW6828 CLUTE MUNICIPAL TANK                APPROX. 2.8 KM 3235811.3 |
 AW0096| AW0097 PLANT B 2 RM 6                       21.340 METERS 35051     |
 AW0096|---------------------------------------------------------------------|
 AW0096
 AW0096                          SUPERSEDED SURVEY CONTROL
 AW0096
 AW0096  NAD 83(1993)-  29 00 02.38790(N)    095 23 15.33761(W) AD(       ) 3
 AW0096  NAD 83(1986)-  29 00 02.39746(N)    095 23 15.31639(W) AD(       ) 3
 AW0096  NAD 27      -  29 00 01.51000(N)    095 23 14.53300(W) AD(       ) 3
 AW0096  NGVD 29 (??/??/92)    1.451  (m)            4.76   (f) ADJ UNCH    1 1
 AW0096
 AW0096.Superseded values are not recommended for survey control.
 AW0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0096.See file dsdata.txt to determine how the superseded data were derived.
 AW0096
 AW0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6741410409(NAD 83)
 AW0096_MARKER: DS = TRIANGULATION STATION DISK
 AW0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0096_STAMPING: PLANT B 2 1967
 AW0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0096+STABILITY: SURFACE MOTION
 AW0096
 AW0096  HISTORY     - Date     Condition        Report By
 AW0096  HISTORY     - 1967     MONUMENTED       CGS
 AW0096  HISTORY     - 1973     GOOD             NGS
 AW0096  HISTORY     - 1973     GOOD             NGS
 AW0096  HISTORY     - 1978     GOOD             NGS
 AW0096  HISTORY     - 1990     GOOD             USPSQD
 AW0096  HISTORY     - 19980425 GOOD             USPSQD
 AW0096  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0096
 AW0096                          STATION DESCRIPTION
 AW0096
 AW0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EBB)
 AW0096'THE STATION IS ABOUT 4 MILES NORTHWEST OF FREEPORT, 1 MILE
 AW0096'SOUTH OF CLUTE, ALONG THE SOUTHWEST SIDE OF STATE HIGHWAY
 AW0096'288, AND ON PROPERTY OF THE DOW CHEMICAL COMPANY.
 AW0096'
 AW0096'TO REACH STATION FROM THE JUNCTION OF F.M. HIGHWAY 523
 AW0096'AND STATE HIGHWAY 288 IN NORTHEAST OF FREEPORT, GO NORTHWEST ON
 AW0096'STATE HIGHWAY 288 FOR 1.9 MILES TO AZIMUTH MARK ON THE LEFT.
 AW0096'CONTINUE ON THE HIGHWAY 0.45 MILE TO STATION ON THE LEFT.  THE
 AW0096'STATION IS 0.25 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS
 AW0096'288 AND 332.
 AW0096'
 AW0096'STATION MARKS ARE STANDARD DISKS, STAMPED PLANT B 2 1967.
 AW0096'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 AW0096'FLUSH WITH SURFACE OF GROUND.  IT IS 37 FEET SOUTHWEST OF THE
 AW0096'RIGHT-OF-WAY FENCE, ABOUT 50 FEET SOUTH OF A WATER PUMP, 78
 AW0096'FEET SOUTHEAST OF A POWER LINE, AND 1 FOOT SOUTHWEST OF A METAL
 AW0096'WITNESS POST.  UNDER GROUND DISK IS SET IN AN IRREGULAR MASS OF
 AW0096'CONCRETE 36 INCHES BELOW THE SURFACE OF GROUND.
 AW0096'
 AW0096'REFERENCE MARK NO. 5, A STANDARD DISK, STAMPED PLANT B 2 NO 5
 AW0096'1967 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AW0096'5 INCHES.  IT IS AT THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF
 AW0096'A METAL WITNESS POST.
 AW0096'
 AW0096'REFERENCE MARK NO. 6, A STANDARD DISK, STAMPED PLANT B 2 NO 6
 AW0096'1967 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AW0096'6 INCHES.  IT IS 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 AW0096'AND 38 FEET SOUTHEAST OF THE POWER LINE.  AT TEXAS HIGHWAY
 AW0096'DEPARTMENT STATION 540 + 04.
 AW0096'
 AW0096'AZIMUTH MARK, A STANDARD DISK, STAMPED PLANT B 1954 RESET
 AW0096'1963, IS SET IN A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS
 AW0096'8 INCHES.  IT IS 99 FEET SOUTHWEST OF THE SOUTHWEST TRAFFIC
 AW0096'LANE CENTER LINE OF STATE HIGHWAY 288, 120 FEET SOUTHEAST
 AW0096'OF A SHELL ROAD WHICH LEADS NORTHWEST, 28 FEET NORTHEAST
 AW0096'OF A FENCE LINE, 8 FEET NORTHWEST OF A POWER LINE POLE, AND 2
 AW0096'FEET WEST OF A METAL WITNESS POST.  THE MARK IS ABOUT 50 YARDS
 AW0096'NORTHWEST OF THE BARGE CANAL.
 AW0096'
 AW0096'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 AW0096
 AW0096                          STATION RECOVERY (1973)
 AW0096
 AW0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0096'PLANT B 2, STANDARD TRIANGULATION STATION DISK, STAMPED
 AW0096'PLANT B 2 1967, 207 FEET SOUTHWEST AND ACROSS A FRONTAGE
 AW0096'ROAD FROM THE CENTER LINE OF THE SOUTHWEST LANES OF THE
 AW0096'HIGHWAY, 109 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF A FIELD
 AW0096'ENTRANCE ROAD, 1.0 FOOT SOUTHWEST OF A WITNESS POST, AND SET
 AW0096'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 AW0096'GROUND.
 AW0096'
 AW0096'PLANT B 2 R.M. 5, STANDARD REFERENCE MARK DISK STAMPED PLANT B 2 NO
 AW0096'5 1967, 49.62 FEET EAST OF THE STATION, 93.46 FEET SOUTHEAST
 AW0096'OF R.M. 6, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW0096'THE GROUND.
 AW0096'
 AW0096'PLANT B 2 R.M. 6, A STANDARD REFERENCE MARK DISK STAMPED PLANT
 AW0096'B 2 NO 6 1967, 70.01 FEET NORTH OF THE STATION, 93.46 FEET
 AW0096'NORTHWEST OF R.M. 5, AND SET IN THE TOP OF A CONCRETE POST
 AW0096'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW0096'
 AW0096'PLANT B AZI. RESET 1963, STAMPED PLANT B 1954 RESET 1963,
 AW0096'1.8 MILES SOUTH ALONG STATE HIGHWAY 228 FROM THE CROSSING
 AW0096'OF THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING AT CLUTE,
 AW0096'225.5 FEET NORTH-NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST
 AW0096'CONCRETE GUARDRAIL OF BRIDGE OVER BARGE CANAL, AND IN THE
 AW0096'TOP OF A CONCRETE POST.
 AW0096'
 AW0096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES
 AW0096'SOUTH ALONG STATE HIGHWAY 228 FROM THE CROSSING OF THE MISSOURI
 AW0096'PACIFIC RAILROAD AT CLUTE, 0.3 MILE SOUTH OF STATE HIGHWAY
 AW0096'332 OVERPASS.
 AW0096
 AW0096                          STATION RECOVERY (1973)
 AW0096
 AW0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0096'1.3 MI S FROM CLUTE.
 AW0096'1.3 MILES SOUTH ALONG STATE HIGHWAY 288 FROM THE CROSSING OF THE
 AW0096'MISSOURI PACIFIC RAILROAD AT CLUTE, 0.3 MILE SOUTH OF STATE HIGHWAY
 AW0096'332 OVERPASS, 0.25 MILE NORTH OF A CONCRETE BRIDGE OVER FLAG LAKE
 AW0096'DRAINAGE CANAL, 207 FEET SOUTHWEST AND ACROSS A FRONTAGE ROAD FROM THE
 AW0096'CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, 85 FEET SOUTHWEST
 AW0096'OF THE CENTER LINE OF THE FRONTAGE ROAD, 109 FEET SOUTHEAST OF THE
 AW0096'CENTER LINE OF A FIELD ENTRANCE ROAD, 70.01 FEET SOUTH OF R.M. 6,
 AW0096'49.62 FEET WEST OF R.M. 5, 120 FEET SOUTHWEST AND ACROSS THE FRONTAGE
 AW0096'ROAD FROM A POWER POLE WITH A GUY WIRE AND SUPPORTING A STREET LIGHT,
 AW0096'1.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 AW0096'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 AW0096'ABOVE THE GROUND.
 AW0096
 AW0096                          STATION RECOVERY (1978)
 AW0096
 AW0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0096'RECOVERED IN GOOD CONDITION.
 AW0096
 AW0096                          STATION RECOVERY (1990)
 AW0096
 AW0096'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0096'RECOVERED IN GOOD CONDITION.
 AW0096
 AW0096                          STATION RECOVERY (1998)
 AW0096
 AW0096'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0096'RECOVERED IN GOOD CONDITION.
 AW0096
 AW0096                          STATION RECOVERY (2004)
 AW0096
 AW0096'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0098 ***********************************************************************
 AW0098  DESIGNATION -  PLANT B 2 RM 5
 AW0098  PID         -  AW0098
 AW0098  STATE/COUNTY-  TX/BRAZORIA
 AW0098  USGS QUAD   -  LAKE JACKSON (1974)
 AW0098
 AW0098                         *CURRENT SURVEY CONTROL
 AW0098  ___________________________________________________________________
 AW0098* NAD 83(1986)-  29 00 02.     (N)    095 23 15.     (W)     SCALED    
 AW0098* NAVD 88     -         1.53   (+/-2cm)       5.0    (feet)  VERTCON   
 AW0098  ___________________________________________________________________
 AW0098  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW0098
 AW0098  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0098
 AW0098.The horizontal coordinates were scaled from a topographic map and have
 AW0098.an estimated accuracy of +/- 6 seconds.
 AW0098
 AW0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0098.The vertical order pertains to the NGVD 29 superseded value.
 AW0098
 AW0098.The geoid height was determined by GEOID03.
 AW0098
 AW0098;                    North         East    Units  Estimated Accuracy
 AW0098;SPC TXSC     - 4,134,800.      951,900.      MT  (+/- 180 meters Scaled)
 AW0098
 AW0098                          SUPERSEDED SURVEY CONTROL
 AW0098
 AW0098  NGVD 29 (??/??/92)    1.550  (m)            5.09   (f) ADJ UNCH    1 1
 AW0098
 AW0098.Superseded values are not recommended for survey control.
 AW0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0098.See file dsdata.txt to determine how the superseded data were derived.
 AW0098
 AW0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN674103(NAD 83)
 AW0098_MARKER: DR = REFERENCE MARK DISK
 AW0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0098_STAMPING: PLANT B 2 NO 5 1967
 AW0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0098+STABILITY: SURFACE MOTION
 AW0098
 AW0098  HISTORY     - Date     Condition        Report By
 AW0098  HISTORY     - 1967     MONUMENTED       CGS
 AW0098  HISTORY     - 1973     GOOD             NGS
 AW0098  HISTORY     - 1978     GOOD             NGS
 AW0098  HISTORY     - 1989     GOOD             USPSQD
 AW0098  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW0098  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0098
 AW0098                          STATION DESCRIPTION
 AW0098
 AW0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0098'1.3 MI S FROM CLUTE.
 AW0098'1.3 MILES SOUTH ALONG STATE HIGHWAY 288 FROM THE CROSSING OF THE
 AW0098'MISSOURI PACIFIC RAILROAD AT CLUTE, 0.3 MILE SOUTH OF STATE HIGHWAY
 AW0098'332 OVERPASS, 0.25 MILE NORTH OF A CONCRETE BRIDGE OVER FLAG LAKE
 AW0098'DRAINAGE CANAL, 239 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 AW0098'LANES OF THE HIGHWAY, 53 FEET SOUTHWEST OF THE CENTER LINE OF A
 AW0098'FRONTAGE ROAD, 49.62 FEET EAST OF THE STATION, 93.46 FEET SOUTHEAST OF
 AW0098'R.M. 6, 95.0 FEET NORTH-NORTHWEST OF THE NORTHWEST END OF THE
 AW0098'SOUTHWEST CONCRETE HEAD WALL OF A PIPE CULVERT, 1.5 FEET NORTHWEST OF
 AW0098'A WITNESS POST, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A
 AW0098'CONCRETE POST FLUSH WITH THE GROUND.
 AW0098
 AW0098                          STATION RECOVERY (1978)
 AW0098
 AW0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0098'RECOVERED IN GOOD CONDITION.
 AW0098
 AW0098                          STATION RECOVERY (1989)
 AW0098
 AW0098'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0098'RECOVERED IN GOOD CONDITION.
 AW0098
 AW0098                          STATION RECOVERY (1998)
 AW0098
 AW0098'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0098'MARK NOT FOUND.
 AW0098
 AW0098                          STATION RECOVERY (2004)
 AW0098
 AW0098'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0097 ***********************************************************************
 AW0097  DESIGNATION -  PLANT B 2 RM 6
 AW0097  PID         -  AW0097
 AW0097  STATE/COUNTY-  TX/BRAZORIA
 AW0097  USGS QUAD   -  LAKE JACKSON (1974)
 AW0097
 AW0097                         *CURRENT SURVEY CONTROL
 AW0097  ___________________________________________________________________
 AW0097* NAD 83(1986)-  29 00 02.     (N)    095 23 15.     (W)     SCALED    
 AW0097* NAVD 88     -         1.63   (+/-2cm)       5.3    (feet)  VERTCON   
 AW0097  ___________________________________________________________________
 AW0097  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW0097
 AW0097  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0097
 AW0097.The horizontal coordinates were scaled from a topographic map and have
 AW0097.an estimated accuracy of +/- 6 seconds.
 AW0097
 AW0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0097.The vertical order pertains to the NGVD 29 superseded value.
 AW0097
 AW0097.The geoid height was determined by GEOID03.
 AW0097
 AW0097;                    North         East    Units  Estimated Accuracy
 AW0097;SPC TXSC     - 4,134,800.      951,900.      MT  (+/- 180 meters Scaled)
 AW0097
 AW0097                          SUPERSEDED SURVEY CONTROL
 AW0097
 AW0097  NGVD 29 (??/??/92)    1.650  (m)            5.41   (f) ADJ UNCH    1 1
 AW0097
 AW0097.Superseded values are not recommended for survey control.
 AW0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0097.See file dsdata.txt to determine how the superseded data were derived.
 AW0097
 AW0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN674103(NAD 83)
 AW0097_MARKER: DR = REFERENCE MARK DISK
 AW0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0097_STAMPING: PLANT B 2 NO6 1967
 AW0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0097+STABILITY: SURFACE MOTION
 AW0097
 AW0097  HISTORY     - Date     Condition        Report By
 AW0097  HISTORY     - 1967     MONUMENTED       CGS
 AW0097  HISTORY     - 1973     GOOD             NGS
 AW0097  HISTORY     - 1978     GOOD             NGS
 AW0097  HISTORY     - 1990     GOOD             USPSQD
 AW0097  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW0097  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0097
 AW0097                          STATION DESCRIPTION
 AW0097
 AW0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0097'1.3 MI S FROM CLUTE.
 AW0097'1.3 MILES SOUTH ALONG STATE HIGHWAY 288 FROM THE CROSSING OF THE
 AW0097'MISSOURI PACIFIC RAILROAD AT CLUTE, 0.3 MILE SOUTH OF STATE HIGHWAY
 AW0097'332 OVERPASS, 0.25 MILE NORTH OF A CONCRETE BRIDGE OVER FLAG LAKE
 AW0097'DRAINAGE CANAL, 239 FEET SOUTHWEST AND ACROSS FRONTAGE ROAD FROM THE
 AW0097'CENTER LINE OF STATE HIGHWAY 288, 53 FEET SOUTHWEST OF THE CENTER LINE
 AW0097'OF THE FRONTAGE ROAD, 70.01 FEET NORTH OF THE STATION, 93.46 FEET
 AW0097'NORTHWEST OF R.M. 5, 30.5 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 AW0097'SOUTHEAST END OF A 24-INCH PIPE CULVERT, 49 FEET SOUTHEAST OF THE
 AW0097'CENTER LINE OF A FIELD ENTRANCE ROAD, 10.5 FEET NORTH-NORTHWEST OF A
 AW0097'WOODEN UNDERGROUND CABLE POST, 2 FEET SOUTHEAST OF A WITNESS POST, SET
 AW0097'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND,
 AW0097'AND ABOUT LEVEL WITH THE STATION BENCH MARK.
 AW0097
 AW0097                          STATION RECOVERY (1978)
 AW0097
 AW0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0097'RECOVERED IN GOOD CONDITION.
 AW0097
 AW0097                          STATION RECOVERY (1990)
 AW0097
 AW0097'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0097'RECOVERED IN GOOD CONDITION.
 AW0097
 AW0097                          STATION RECOVERY (1998)
 AW0097
 AW0097'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0097'MARK NOT FOUND.
 AW0097
 AW0097                          STATION RECOVERY (2004)
 AW0097
 AW0097'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0007 ***********************************************************************
 AM0007  DESIGNATION -  PLANT B AZ MK RESET
 AM0007  PID         -  AM0007
 AM0007  STATE/COUNTY-  TX/BRAZORIA
 AM0007  USGS QUAD   -  JONES CREEK (1974)
 AM0007
 AM0007                         *CURRENT SURVEY CONTROL
 AM0007  ___________________________________________________________________
 AM0007* NAD 83(1993)-  28 59 41.15066(N)    095 23 02.00730(W)     ADJUSTED  
 AM0007* NAVD 88     -         5.43   (+/-2cm)      17.8    (feet)  VERTCON   
 AM0007  ___________________________________________________________________
 AM0007  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AM0007  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AM0007
 AM0007  HORZ ORDER  -  THIRD
 AM0007  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0007
 AM0007.The horizontal coordinates were established by classical geodetic methods
 AM0007.and adjusted by the National Geodetic Survey in February 1996..
 AM0007.No horizontal observational check was made to the station.
 AM0007
 AM0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0007.The vertical order pertains to the NGVD 29 superseded value.
 AM0007
 AM0007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0007
 AM0007.The geoid height was determined by GEOID03.
 AM0007
 AM0007;                    North         East     Units Scale Factor Converg.
 AM0007;SPC TXSC     - 4,134,164.483   952,269.319   MT  0.99988075   +1 46 17.7
 AM0007;SPC TXSC     -13,563,504.64  3,124,236.92   sFT  0.99988075   +1 46 17.7
 AM0007;UTM  15      - 3,209,748.279   267,761.710   MT  1.00026561   -1 09 21.8
 AM0007
 AM0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0007!SPC TXSC     -   1.00000331  x   0.99988075  =   0.99988406
 AM0007!UTM  15      -   1.00000331  x   1.00026561  =   1.00026892
 AM0007
 AM0007:                Primary Azimuth Mark                     Grid Az
 AM0007:SPC TXSC     -  PLANT B 2                                329 19 46.8
 AM0007:UTM  15      -  PLANT B 2                                332 15 26.3
 AM0007
 AM0007|---------------------------------------------------------------------|
 AM0007| PID    Reference Object                     Distance      Geod. Az  |
 AM0007|                                                           dddmmss.s |
 AM0007| AW0096 PLANT B 2                           APPROX. 0.7 KM 3310604.5 |
 AM0007|---------------------------------------------------------------------|
 AM0007
 AM0007                          SUPERSEDED SURVEY CONTROL
 AM0007
 AM0007  NAD 83(1986)-  28 59 41.15914(N)    095 23 01.98537(W) AD(       ) 3
 AM0007  NAD 27      -  28 59 40.26662(N)    095 23 01.20028(W) AD(       ) 3
 AM0007  NGVD 29 (??/??/92)    5.447  (m)           17.87   (f) ADJ UNCH    1 1
 AM0007
 AM0007.Superseded values are not recommended for survey control.
 AM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0007.See file dsdata.txt to determine how the superseded data were derived.
 AM0007
 AM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6776209748(NAD 83)
 AM0007_MARKER: DZ = AZIMUTH MARK DISK
 AM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0007_STAMPING: PLANT B 1954 RESET 1963
 AM0007_MARK LOGO: CGS   
 AM0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0007+STABILITY: SURFACE MOTION
 AM0007
 AM0007  HISTORY     - Date     Condition        Report By
 AM0007  HISTORY     - 1963     MONUMENTED       CGS
 AM0007  HISTORY     - 1973     GOOD             NGS
 AM0007  HISTORY     - 1978     GOOD             NGS
 AM0007  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0007
 AM0007                          STATION DESCRIPTION
 AM0007
 AM0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0007'1.8 MI S FROM CLUTE.
 AM0007'1.8 MILES SOUTH ALONG STATE HIGHWAY 288 FROM THE CROSSING OF THE
 AM0007'MISSOURI PACIFIC RAILROAD AT CLUTE, AT THE JUNCTION OF A SHELL ROAD
 AM0007'WEST, 225.5 FEET NORTH-NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST
 AM0007'CONCRETE GUARDRAIL OF A BRIDGE OVER BARGE CANAL, 93 FEET SOUTHWEST OF
 AM0007'THE CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, 86 1/2 FEET
 AM0007'SOUTH OF THE CENTER LINE OF THE SHELL ROAD, 9 FEET NORTH-NORTHWEST OF
 AM0007'A POWER POLE, 31 1/2 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 30.5
 AM0007'FEET NORTHEAST OF A FENCE, 2.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 AM0007'1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AM0007'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AM0007
 AM0007                          STATION RECOVERY (1978)
 AM0007
 AM0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0007'RECOVERED IN GOOD CONDITION.
 AM0007
 AM0007                          STATION RECOVERY (1994)
 AM0007
 AM0007'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2258 ***********************************************************************
 BL2258  DESIGNATION -  PLANTERSVILLE
 BL2258  PID         -  BL2258
 BL2258  STATE/COUNTY-  TX/GRIMES
 BL2258  USGS QUAD   -  PLANTERSVILLE (1962)
 BL2258
 BL2258                         *CURRENT SURVEY CONTROL
 BL2258  ___________________________________________________________________
 BL2258* NAD 83(1993)-  30 19 11.55724(N)    095 50 40.73174(W)     ADJUSTED  
 BL2258* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 BL2258  ___________________________________________________________________
 BL2258  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BL2258  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL2258
 BL2258  HORZ ORDER  -  SECOND
 BL2258
 BL2258.The horizontal coordinates were established by classical geodetic methods
 BL2258.and adjusted by the National Geodetic Survey in February 1996..
 BL2258
 BL2258.The orthometric height was scaled from a topographic map.
 BL2258
 BL2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2258
 BL2258.The geoid height was determined by GEOID03.
 BL2258
 BL2258;                    North         East     Units Scale Factor Converg.
 BL2258;SPC TX C     - 3,081,120.992 1,131,562.989   MT  0.99995196   +2 18 43.0
 BL2258;SPC TX C     -10,108,644.45  3,712,469.57   sFT  0.99995196   +2 18 43.0
 BL2258;SPC TXSC     - 4,279,681.486   903,433.525   MT  1.00001076   +1 32 45.0
 BL2258;SPC TXSC     -14,040,921.68  2,964,014.82   sFT  1.00001076   +1 32 45.0
 BL2258;UTM  15      - 3,357,660.830   226,468.979   MT  1.00052314   -1 26 13.0
 BL2258
 BL2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2258!SPC TX C     -   0.99998731  x   0.99995196  =   0.99993927
 BL2258!SPC TXSC     -   0.99998731  x   1.00001076  =   0.99999807
 BL2258!UTM  15      -   0.99998731  x   1.00052314  =   1.00051044
 BL2258
 BL2258|---------------------------------------------------------------------|
 BL2258| PID    Reference Object                     Distance      Geod. Az  |
 BL2258|                                                           dddmmss.s |
 BL2258| CV9047 PLANTERSVILLE RM 1                   24.005 METERS 01824     |
 BL2258| CV9048 PLANTERSVILLE RM 2                   24.168 METERS 11353     |
 BL2258| BL2257 PLANTERSVILLE 2                       7.849 METERS 18710     |
 BL2258| BL1492 MINS                                APPROX.12.2 KM 2731827.1 |
 BL2258|---------------------------------------------------------------------|
 BL2258
 BL2258                          SUPERSEDED SURVEY CONTROL
 BL2258
 BL2258  NAD 83(1986)-  30 19 11.57130(N)    095 50 40.71453(W) AD(       ) 2
 BL2258  NAD 27      -  30 19 10.82100(N)    095 50 39.89000(W) AD(       ) 2
 BL2258
 BL2258.Superseded values are not recommended for survey control.
 BL2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2258.See file dsdata.txt to determine how the superseded data were derived.
 BL2258
 BL2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2646957661(NAD 83)
 BL2258_MARKER: DS = TRIANGULATION STATION DISK
 BL2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2258
 BL2258  HISTORY     - Date     Condition        Report By
 BL2258  HISTORY     - 1952     MONUMENTED       CGS
 BL2258  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BL2258  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL2258  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL2258
 BL2258                          STATION DESCRIPTION
 BL2258
 BL2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2258'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF PLANTERSVILLE
 BL2258'IN THE NORTHEAST CORNER OF A PASTURE, 32 FEET WEST OF THE
 BL2258'CENTER OF A NORTH-SOUTH ROAD, 12 FEET NORTHWEST OF A WITNESS
 BL2258'POST AND 4 FEET SOUTHWEST OF A T FENCE CORNER.  IT IS STAMPED
 BL2258'PLANTERSVILLE 1952 AND PROJECTS 2 INCHES.
 BL2258'
 BL2258'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF A PASTURE, 18
 BL2258'FEET EAST OF THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 BL2258'FENCE LINE.  IT IS STAMPED PLANTERSVILLE NO 1 1952 AND PROJECTS
 BL2258'3 INCHES.
 BL2258'
 BL2258'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF PASTURE, 52
 BL2258'FEET NORTH OF THE NORTH END OF A WIRE GATE, 18 FEET EAST
 BL2258'OF THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 BL2258'LINE.  IT IS STAMPED PLANTERSVILLE NO 2 1952 AND PROJECTS
 BL2258'3 INCHES.
 BL2258'
 BL2258'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 117.03 FEET.
 BL2258'
 BL2258'THE AZIMUTH MARK IS IN THE EAST EDGE OF A PASTURE, 35 FEET
 BL2258'WEST OF THE CENTER OF ROAD, 5 FEET WEST OF A NORTH-SOUTH
 BL2258'FENCE LINE, 2 FEET SOUTHWEST OF A WITNESS POST AND 1 FOOT
 BL2258'SOUTH OF A TELEPHONE POLE.  IT IS STAMPED PLANTERSVILLE
 BL2258'1952 AND PROJECTS 3 INCHES.
 BL2258'
 BL2258'TO REACH THE STATION FROM THE POST OFFICE IN PLANTERSVILLE,
 BL2258'GO SOUTH, EAST AND SOUTHEAST ON MAIN TRAVELED ROAD FOR 1.1
 BL2258'MILES TO A FORK, TAKE RIGHT FORK AND GO SOUTH FOR 0.2 MILE
 BL2258'TO AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE SOUTH FOR
 BL2258'0.6 MILE TO STATION ON RIGHT AS DESCRIBED.
 BL2258'
 BL2258'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL2258
 BL2258                          STATION RECOVERY (1954)
 BL2258
 BL2258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL2258'STATION MARK, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK DESTROYED,
 BL2258'AND DISKS RECOVERED.  ALL OF THESE MARKS HAVE BEEN REPLACED
 BL2258'BY NEW MARKS SET OUT OF THE WAY OF PROPOSED ROAD CONSTRUCTION.
 BL2258'SEE DESCRIPTION FOR PLANTERSVILLE 2 1954.
 BL2258
 BL2258                          STATION RECOVERY (1994)
 BL2258
 BL2258'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2258'MARK NOT FOUND.
 BL2258
 BL2258                          STATION RECOVERY (1999)
 BL2258
 BL2258'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2257 ***********************************************************************
 BL2257  DESIGNATION -  PLANTERSVILLE 2
 BL2257  PID         -  BL2257
 BL2257  STATE/COUNTY-  TX/GRIMES
 BL2257  USGS QUAD   -  PLANTERSVILLE (1962)
 BL2257
 BL2257                         *CURRENT SURVEY CONTROL
 BL2257  ___________________________________________________________________
 BL2257* NAD 83(1993)-  30 19 11.30434(N)    095 50 40.76836(W)     ADJUSTED  
 BL2257* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 BL2257  ___________________________________________________________________
 BL2257  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BL2257  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL2257
 BL2257  HORZ ORDER  -  THIRD
 BL2257
 BL2257.The horizontal coordinates were established by classical geodetic methods
 BL2257.and adjusted by the National Geodetic Survey in February 1996..
 BL2257.No horizontal observational check was made to the station.
 BL2257
 BL2257.The orthometric height was scaled from a topographic map.
 BL2257
 BL2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2257
 BL2257.The geoid height was determined by GEOID03.
 BL2257
 BL2257;                    North         East     Units Scale Factor Converg.
 BL2257;SPC TX C     - 3,081,113.172 1,131,562.326   MT  0.99995198   +2 18 43.0
 BL2257;SPC TX C     -10,108,618.80  3,712,467.40   sFT  0.99995198   +2 18 43.0
 BL2257;SPC TXSC     - 4,279,673.674   903,432.757   MT  1.00001074   +1 32 45.0
 BL2257;SPC TXSC     -14,040,896.05  2,964,012.30   sFT  1.00001074   +1 32 45.0
 BL2257;UTM  15      - 3,357,653.065   226,467.805   MT  1.00052315   -1 26 13.0
 BL2257
 BL2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2257!SPC TX C     -   0.99998731  x   0.99995198  =   0.99993929
 BL2257!SPC TXSC     -   0.99998731  x   1.00001074  =   0.99999805
 BL2257!UTM  15      -   0.99998731  x   1.00052315  =   1.00051045
 BL2257
 BL2257|---------------------------------------------------------------------|
 BL2257| PID    Reference Object                     Distance      Geod. Az  |
 BL2257|                                                           dddmmss.s |
 BL2257| BL2258 PLANTERSVILLE                         7.849 METERS 00710     |
 BL2257| CV9050 PLANTERSVILLE 2 RM 3                 29.723 METERS 07729     |
 BL2257| CV9051 PLANTERSVILLE 2 RM 4                 23.233 METERS 15613     |
 BL2257| CV9049 PLANTERSVILLE 2 AZ MK                              3333016.4 |
 BL2257| CV9046 PLANTERSVILLE AZ MK                                3334136.4 |
 BL2257|---------------------------------------------------------------------|
 BL2257
 BL2257                          SUPERSEDED SURVEY CONTROL
 BL2257
 BL2257  NAD 83(1986)-  30 19 11.31840(N)    095 50 40.75115(W) AD(       ) 3
 BL2257  NAD 27      -  30 19 10.56800(N)    095 50 39.92700(W) AD(       ) 3
 BL2257
 BL2257.Superseded values are not recommended for survey control.
 BL2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2257.See file dsdata.txt to determine how the superseded data were derived.
 BL2257
 BL2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2646857653(NAD 83)
 BL2257_MARKER: DS = TRIANGULATION STATION DISK
 BL2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2257_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2257
 BL2257  HISTORY     - Date     Condition        Report By
 BL2257  HISTORY     - 1954     MONUMENTED       CGS
 BL2257  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL2257  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL2257
 BL2257                          STATION DESCRIPTION
 BL2257
 BL2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL2257'STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF PLANTERSVILLE,
 BL2257'NEAR THE NORTHEAST CORNER OF A PASTURE, 52 FEET SOUTHWEST OF
 BL2257'THE CENTER LINE OF A SANDY GRADED ROAD, 37.0 FEET SOUTHEAST
 BL2257'OF A 24 IN OAK TREE WHICH IS IN THE SOUTHEAST CORNER OF A
 BL2257'PASTURE, 3.2 FEET NORTHEAST OF THE RIGHT OF WAY FENCE, 4.0
 BL2257'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  IT IS STAMPED
 BL2257'PLANTERSVILLE 2 1954 AND PROJECTS 0.4 FOOT.
 BL2257'UNDERGROUND MARK.
 BL2257'
 BL2257'REFERENCE MARK NO. 3 IS 97.52 FEET EAST OF THE STATION, 50
 BL2257'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 77.0 FEET
 BL2257'NORTHWEST OF THE CENTER LINE OF A WIRE GATE, 2.4 FEET SOUTHWEST
 BL2257'OF THE RIGHT OF WAY FENCE, 2.9 FEET SOUTHEAST OF A WITNESS
 BL2257'POST.  IT IS STAMPED PLANTERSVILLE NO 3 1954 AND PROJECTS
 BL2257'0.4 FOOT.
 BL2257'
 BL2257'REFERENCE MARK NO. 4 IS 76.22 FEET SOUTHEAST OF THE STATION,
 BL2257'53 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET
 BL2257'NORTHEAST OF THE RIGHT OF WAY FENCE, 2.6 FEET NORTHWEST
 BL2257'OF A WITNESS POST.  IT IS STAMPED PLANTERSVILLE NO 4 1954
 BL2257'AND PROJECTS 0.3 FOOT.
 BL2257'
 BL2257'AZIMUTH MARK IS 0.6 MILE NORTH NORTHWEST OF THE STATION,
 BL2257'50 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 110 FEET
 BL2257'SOUTHEAST OF THE CENTER LINE OF A PLANK GATE, 1.6 FEET NORTHEAST
 BL2257'OF THE RIGHT OF WAY FENCE, 75 YARDS (PACED) NORTHEAST OF THE
 BL2257'NORTHEAST CORNER OF AN OLD BARN, 2.2 FEET NORTHWEST OF A
 BL2257'WITNESS POST.  IT IS STAMPED PLANTERSVILLE 2 1954 AND PROJECTS
 BL2257'0.8 FOOT.
 BL2257'
 BL2257'TO REACH THE STATION FROM THE POST OFFICE AT PLANTERSVILLE,
 BL2257'GO SOUTH, EAST AND SOUTHEAST ALONG A SANDY GRADED ROAD
 BL2257'FOR 1.1 MILES TO A ROAD FORK, TAKE RIGHT FORK AND GO SOUTHEAST
 BL2257'FOR 0.2 MILE TO AZIMUTH MARK AS DESCRIBED, CONTINUE SOUTHEAST
 BL2257'FOR 0.6 MILE TO STATION ON RIGHT AS DESCRIBED.  (NOTE--IN
 BL2257'MAY 1954, INFORMATION WAS OBTAINED FROM THE RESIDENT ENGINEER
 BL2257'OF THE TEXAS HIGHWAY DEPT. AT NAVASOTA, TEXAS, TO THE EFFECT
 BL2257'THAT THIS ROAD WOULD BE WIDENED AND RECONSTRUCTED AS AN
 BL2257'ASPHALT ROAD DURING THE SUMMER OF 1954).
 BL2257
 BL2257                          STATION RECOVERY (1994)
 BL2257
 BL2257'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2257'MARK NOT FOUND.
 BL2257
 BL2257                          STATION RECOVERY (1999)
 BL2257
 BL2257'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0767 ***********************************************************************
 EN0767  DESIGNATION -  PLASKA
 EN0767  PID         -  EN0767
 EN0767  STATE/COUNTY-  TX/HALL
 EN0767  USGS QUAD   -  PLASKA (1985)
 EN0767
 EN0767                         *CURRENT SURVEY CONTROL
 EN0767  ___________________________________________________________________
 EN0767* NAD 83(1993)-  34 35 22.43791(N)    100 44 25.28569(W)     ADJUSTED  
 EN0767* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 EN0767  ___________________________________________________________________
 EN0767  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 EN0767  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 EN0767
 EN0767  HORZ ORDER  -  SECOND
 EN0767
 EN0767.The horizontal coordinates were established by classical geodetic methods
 EN0767.and adjusted by the National Geodetic Survey in February 1996..
 EN0767
 EN0767.The orthometric height was scaled from a topographic map.
 EN0767
 EN0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0767
 EN0767.The geoid height was determined by GEOID03.
 EN0767
 EN0767;                    North         East     Units Scale Factor Converg.
 EN0767;SPC TX N     - 1,065,673.873   269,691.217   MT  1.00001456   +0 26 24.9
 EN0767;SPC TX N     - 3,496,298.37    884,811.93   sFT  1.00001456   +0 26 24.9
 EN0767;UTM  14      - 3,828,905.410   340,391.836   MT  0.99991400   -0 59 17.5
 EN0767
 EN0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0767!SPC TX N     -   0.99990340  x   1.00001456  =   0.99991796
 EN0767!UTM  14      -   0.99990340  x   0.99991400  =   0.99981741
 EN0767
 EN0767:                Primary Azimuth Mark                     Grid Az
 EN0767:SPC TX N     -  LAKEVIEW WATER SUPPLY TANK               008 53 24.6
 EN0767:UTM  14      -  LAKEVIEW WATER SUPPLY TANK               010 19 07.0
 EN0767
 EN0767|---------------------------------------------------------------------|
 EN0767| PID    Reference Object                     Distance      Geod. Az  |
 EN0767|                                                           dddmmss.s |
 EN0767| EN0768 LAKEVIEW WATER SUPPLY TANK          APPROX.13.2 KM 0091949.5 |
 EN0767| CX7953 PLASKA AZ MK                                       1561959.5 |
 EN0767| CX7955 PLASKA RM 2                          11.574 METERS 26446     |
 EN0767| CX7954 PLASKA RM 1                          11.289 METERS 35745     |
 EN0767|---------------------------------------------------------------------|
 EN0767
 EN0767                          SUPERSEDED SURVEY CONTROL
 EN0767
 EN0767  NAD 83(1993)-  34 35 22.43891(N)    100 44 25.28386(W) AD(       ) 2
 EN0767  NAD 83(1986)-  34 35 22.44323(N)    100 44 25.27856(W) AD(       ) 2
 EN0767  NAD 27      -  34 35 22.23703(N)    100 44 23.79874(W) AD(       ) 2
 EN0767
 EN0767.Superseded values are not recommended for survey control.
 EN0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0767.See file dsdata.txt to determine how the superseded data were derived.
 EN0767
 EN0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4039228905(NAD 83)
 EN0767_MARKER: DS = TRIANGULATION STATION DISK
 EN0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0767
 EN0767  HISTORY     - Date     Condition        Report By
 EN0767  HISTORY     - 1964     MONUMENTED       CGS
 EN0767
 EN0767                          STATION DESCRIPTION
 EN0767
 EN0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0767'THE STATION IS LOCATED ABOUT 16 MILES NORTH NORTHEAST OF TURKEY, 7
 EN0767'MILES SOUTHEAST OF LESLEY, 6 MILES SOUTH SOUTHWEST OF LAKEVIEW,
 EN0767'5-1/2 MILES WEST OF PLASKA, ON A LOW GRASS COVERED HILL, THE HIGHEST
 EN0767'IN THE VICINITY.
 EN0767'
 EN0767'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 86
 EN0767'AT THE EAST EDGE OF TURKEY, GO NORTH ON STATE HIGHWAY 70 AND 86 FOR
 EN0767'0.8 MILE TO A POINT WHERE STATE HIGHWAY 70 TURNS TO THE LEFT.
 EN0767'CONTINUE AHEAD, NORTHEAST, ON STATE HIGHWAY 86 FOR 8.25 MILES TO
 EN0767'FARM ROAD 657 ON THE LEFT.  TURN LEFT AND GO NORTH ON FARM ROAD 657
 EN0767'FOR 7.35 MILES TO A BRIDGE OVER THE PRAIRIE DOG TOWN FORK OF THE
 EN0767'RED RIVER.  CONTINUE NORTH FOR 1.2 MILES TO A CURVE IN THE ROAD
 EN0767'TO THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 EN0767'FOR 0.55 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 EN0767'WEST FOR 0.2 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASSING
 EN0767'THROUGH THE GATE, AND GO SOUTH FOR 0.1 MILE TO THE HIGHEST POINT OF
 EN0767'THE HILL AND THE STATION ON THE RIGHT.
 EN0767'
 EN0767'THE STATION MARK IS A STANDARD DISK, STAMPED PLASKA 1964, SET IN THE
 EN0767'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 EN0767'INCHES.  IT IS 33 FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND
 EN0767'6.1 FEET SOUTHEAST OF A WITNESS POST.
 EN0767'
 EN0767'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PLASKA NO 1 1964, SET
 EN0767'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0767'PROJECTS 10 INCHES.  IT IS 27 FEET WEST OF THE CENTERLINE OF THE
 EN0767'TRACK ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0767'
 EN0767'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PLASKA NO 2 1964, SET IN
 EN0767'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0767'PROJECTS 1 FOOT.  IT IS 70 FEET WEST OF THE CENTERLINE OF THE TRACK
 EN0767'ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0767'
 EN0767'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED, PLASKA 1964, SET IN
 EN0767'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0767'PROJECTS 4 INCHES.  IT IS 54 FEET SOUTHEAST OF THE CENTERLINE OF FARM
 EN0767'ROAD 657, 29 FEET WEST OF THE CENTERLINE OF A BLADED ROAD, 3.0 FEET
 EN0767'NORTH NORTHEAST OF A WITNESS POST AND 2.0 FEET NORTH NORTHEAST
 EN0767'OF AN ANGLE POWER LINE POLE THAT IS ALSO A FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2425 ***********************************************************************
 AN2425  DESIGNATION -  PLAT PK
 AN2425  PID         -  AN2425
 AN2425  STATE/COUNTY-  TX/CALHOUN
 AN2425  USGS QUAD   -  CARANCAHUA PASS (1980)
 AN2425
 AN2425                         *CURRENT SURVEY CONTROL
 AN2425  ___________________________________________________________________
 AN2425* NAD 83(1993)-  28 32 20.55595(N)    096 18 44.05921(W)     ADJUSTED  
 AN2425* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 AN2425  ___________________________________________________________________
 AN2425  X           -    -616,515.202 (meters)                     COMP
 AN2425  Y           -  -5,573,409.658 (meters)                     COMP
 AN2425  Z           -   3,029,106.913 (meters)                     COMP
 AN2425  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AN2425  ELLIP HEIGHT-         -24.95  (meters)          (02/16/96) GPS OBS
 AN2425  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN2425
 AN2425  HORZ ORDER  -  SECOND
 AN2425  ELLP ORDER  -  FIFTH     CLASS I
 AN2425
 AN2425.The horizontal coordinates were established by GPS observations
 AN2425.and adjusted by the National Geodetic Survey in February 1996..
 AN2425
 AN2425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2425
 AN2425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2425
 AN2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2425
 AN2425.The ellipsoidal height was determined by GPS observations
 AN2425.and is referenced to NAD 83.
 AN2425
 AN2425.The geoid height was determined by GEOID03.
 AN2425
 AN2425;                    North         East     Units Scale Factor Converg.
 AN2425;SPC TXSC     - 4,081,236.287   863,012.022   MT  0.99995895   +1 19 00.4
 AN2425;SPC TXSC     -13,389,856.05  2,831,398.61   sFT  0.99995895   +1 19 00.4
 AN2425;UTM  14      - 3,159,865.775   762,993.554   MT  1.00045368   +1 17 05.4
 AN2425
 AN2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2425!SPC TXSC     -   1.00000392  x   0.99995895  =   0.99996287
 AN2425!UTM  14      -   1.00000392  x   1.00045368  =   1.00045760
 AN2425
 AN2425                          SUPERSEDED SURVEY CONTROL
 AN2425
 AN2425  NAD 83(1986)-  28 32 20.56317(N)    096 18 44.04562(W) AD(       ) 2
 AN2425  NGVD 29 (03/06/92)    1.8    (m)            6.     (f) GPS OBS        
 AN2425
 AN2425.Superseded values are not recommended for survey control.
 AN2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2425.See file dsdata.txt to determine how the superseded data were derived.
 AN2425
 AN2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6299459866(NAD 83)
 AN2425_MARKER: N = NAIL
 AN2425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN2425_SP_SET: NOS
 AN2425_MARK LOGO: NOS   
 AN2425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2425+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AN2425
 AN2425  HISTORY     - Date     Condition        Report By
 AN2425  HISTORY     - 1991     MONUMENTED       NOS
 AN2425
 AN2425                          STATION DESCRIPTION
 AN2425
 AN2425'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AN2425'STATION IS LOCATED ON A PLATFORM NEAR PALACIOS CHANNEL LIGHT 2 IN
 AN2425'MATAGORDA BAY, ABOUT 12 MILES SOUTHWEST OF PALACIOS.TO REACH THE
 AN2425'STATION BY BOAT FROM PALACIOS GO SOUTH WEST IN THE PALACIOS CHANNEL
 AN2425'TO LIGHT 12 CONTINUE SOUTHERLY ABOUT 25 METERS TO A 4 PILE STRUCTURE
 AN2425'PLATFORM AND STATION SITE. PLATFORM IS ON THE EAST SIDE OF THE
 AN2425'CHANNEL.STATION IS MARKED BY A CONCRETE NAIL WHICH IS IN THE CENTER
 AN2425'OF 4 OTHER NAILS. IT IS 1.558 METERS NORTH OF THE SOUTH PILE 1.443
 AN2425'METERS WEST OF THE EAST PILE 1.42 METERS SOUTH OF THE NORTH PILE AND
 AN2425'1.338 METERS EAST OF THE WEST PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0864 ***********************************************************************
 CD0864  DESIGNATION -  PLATEAU
 CD0864  PID         -  CD0864
 CD0864  STATE/COUNTY-  TX/CULBERSON
 CD0864  USGS QUAD   -  PLATEAU (1979)
 CD0864
 CD0864                         *CURRENT SURVEY CONTROL
 CD0864  ___________________________________________________________________
 CD0864* NAD 83(1993)-  31 03 50.29413(N)    104 33 27.26966(W)     ADJUSTED  
 CD0864* NAVD 88     -      1202.402  (meters)    3944.88   (feet)  ADJUSTED  
 CD0864  ___________________________________________________________________
 CD0864  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 CD0864  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 CD0864  DYNAMIC HT  -        1200.535 (meters)    3938.76  (feet)  COMP
 CD0864  MODELED GRAV-     979,046.1   (mgal)                       NAVD 88
 CD0864
 CD0864  HORZ ORDER  -  FIRST
 CD0864  VERT ORDER  -  FIRST     CLASS II
 CD0864
 CD0864.The horizontal coordinates were established by classical geodetic methods
 CD0864.and adjusted by the National Geodetic Survey in February 1996..
 CD0864
 CD0864.The orthometric height was determined by differential leveling
 CD0864.and adjusted by the National Geodetic Survey in June 1991..
 CD0864
 CD0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0864
 CD0864.The geoid height was determined by GEOID03.
 CD0864
 CD0864.The dynamic height is computed by dividing the NAVD 88
 CD0864.geopotential number by the normal gravity value computed on the
 CD0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0864.degrees latitude (g = 980.6199 gals.).
 CD0864
 CD0864.The modeled gravity was interpolated from observed gravity values.
 CD0864
 CD0864;                    North         East     Units Scale Factor Converg.
 CD0864;SPC TX C     - 3,162,551.164   296,980.802   MT  0.99988234   -2 10 32.6
 CD0864;SPC TX C     -10,375,803.28    974,344.51   sFT  0.99988234   -2 10 32.6
 CD0864;UTM  13      - 3,436,775.606   542,208.557   MT  0.99962197   +0 13 41.9
 CD0864
 CD0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0864!SPC TX C     -   0.99981476  x   0.99988234  =   0.99969712
 CD0864!UTM  13      -   0.99981476  x   0.99962197  =   0.99943680
 CD0864
 CD0864|---------------------------------------------------------------------|
 CD0864| PID    Reference Object                     Distance      Geod. Az  |
 CD0864|                                                           dddmmss.s |
 CD0864| CD0866 PLATEAU RM 1                         25.390 METERS 06811     |
 CD0864| CD0178 R 1069                                             0952915.1 |
 CD0864| CD0867 PLATEAU RM 2                         24.426 METERS 14039     |
 CD0864|---------------------------------------------------------------------|
 CD0864
 CD0864                          SUPERSEDED SURVEY CONTROL
 CD0864
 CD0864  NAD 83(1986)-  31 03 50.29459(N)    104 33 27.26568(W) AD(       ) 1
 CD0864  NAD 27      -  31 03 49.82100(N)    104 33 25.52837(W) AD(       ) 1
 CD0864  NGVD 29 (07/19/86) 1201.88   (m)         3943.2    (f) LEVELING    3  
 CD0864
 CD0864.Superseded values are not recommended for survey control.
 CD0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0864.See file dsdata.txt to determine how the superseded data were derived.
 CD0864
 CD0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ4220936776(NAD 83)
 CD0864_MARKER: DS = TRIANGULATION STATION DISK
 CD0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0864_SP_SET: CONCRETE POST
 CD0864_STAMPING: PLATEAU 1968
 CD0864_MARK LOGO: CGS   
 CD0864_PROJECTION: PROJECTING 5 CENTIMETERS
 CD0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0864+STABILITY: SURFACE MOTION
 CD0864
 CD0864  HISTORY     - Date     Condition        Report By
 CD0864  HISTORY     - 1968     MONUMENTED       CGS
 CD0864  HISTORY     - 1981     GOOD             NGS
 CD0864
 CD0864                          STATION DESCRIPTION
 CD0864
 CD0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0864'THE STATION IS ABOUT 19-1/2 MILES WEST OF KENT, 17 MILES EAST OF
 CD0864'VAN HORN, 0.4 MILE NORTH OF U.S. HIGHWAY 80, AT THE PLATEAU
 CD0864'SIDING OF THE TEXAS AND PACIFIC RAILROAD, AND ON PROPERTY OWNED
 CD0864'BY MR. FROSTY BOWERS.
 CD0864'
 CD0864'TO REACH THE STATION FROM THE POST OFFICE IN VAN HORN, GO EAST ON
 CD0864'U.S. HIGHWAY 80 FOR 5.1 MILES TO WHERE THE HIGHWAY CROSSES
 CD0864'HORSE CREEK.  CONTINUE EAST ON THE HIGHWAY FOR 12.8 MILES TO A
 CD0864'CATTLE GUARD, SIDE ROAD, AND SIGN PLATEAU ON THE LEFT.  TURN LEFT
 CD0864'ON BLADED ROAD AND GO NORTH FOR 0.35 MILE TO A GATE AND A TRACK
 CD0864'ROAD ON THE RIGHT.  PASS THROUGH GATE, CROSSING RAILROAD TRACKS,
 CD0864'FOR 50 YARDS TO A LOCKED METAL GATE.  BEAR TO THE LEFT AROUND THE
 CD0864'LOCKED GATE FOR 50 YARDS TO A FENCE CORNER AND THE STATION 100
 CD0864'FEET NORTH OF THE FENCE CORNER.
 CD0864'
 CD0864'THE STATION MARK IS A STANDARD DISK STAMPED PLATEAU 1968, SET
 CD0864'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS
 CD0864'1 INCH ABOVE THE GROUND SURFACE.  IT IS 100 FEET NORTH-NORTHEAST
 CD0864'OF A METAL WITNESS POST WITH SIGN ATTACHED AND FENCE, AND
 CD0864'58 FEET WEST OF THE CENTER OF A TRACK ROAD.
 CD0864'
 CD0864'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PLATEAU NO 1 1968,
 CD0864'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT
 CD0864'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET EAST
 CD0864'OF THE CENTER OF THE TRACK ROAD.
 CD0864'
 CD0864'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PLATEAU NO 2
 CD0864'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT
 CD0864'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 68 FEET
 CD0864'NORTHEAST OF A FENCE CORNER AND 20 FEET SOUTHEAST OF THE
 CD0864'CENTER OF THE TRACK ROAD.
 CD0864'
 CD0864'BENCH MARK R 1069 WAS USED FOR THE AZIMUTH MARK.  IT IS A
 CD0864'STANDARD BENCH MARK DISK STAMPED R 1069 1956, SET IN THE TOP OF
 CD0864'A 10-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 6 INCHES ABOVE
 CD0864'THE GROUND SURFACE.  IT IS 108 FEET SOUTH OF THE SOUTH RAIL
 CD0864'OF THE RAILROAD TRACK, 59 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 CD0864'FENCE, 3 FEET EAST OF A WOODEN WITNESS POST, AND 2.5 FEET NORTH
 CD0864'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CD0864'
 CD0864'TO REACH THE AZIMUTH FROM THE GATE ON THE SOUTH SIDE OF THE
 CD0864'RAILROAD TRACKS SOUTH OF THE STATION, GO EAST ON THE TRACK ROAD
 CD0864'FOR 0.35 MILE TO THE MARK ON THE LEFT.
 CD0864
 CD0864                          STATION RECOVERY (1981)
 CD0864
 CD0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0864'27.2 KM (16.9 MI) EAST FROM VAN HORN.
 CD0864'26.6 KM (16.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0864'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.4 MI)
 CD0864'NORTH ALONG A GRAVELED ROAD TO ITS CROSSING OF THE MISSOURI PACIFIC
 CD0864'RAILROAD, 71.0 METERS (233.0 FT) NORTH OF THE NEAR RAIL, 30.5 METERS
 CD0864'(100.0 FT) NORTH OF A FENCE, 27.2 METERS (89.2 FT) NORTH OF
 CD0864'PLATEAU RM 2, 24.4 METERS (81.0 FT) NORTHWEST OF PLATEAU, AND 17.7
 CD0864'(58.0 FT) WEST OF THE CENTER OF A TRACK ROAD.
 CD0864'THE MARK IS 30.5 METERS  N FROM A WITNESS POST.
 CD0864'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0866 ***********************************************************************
 CD0866  DESIGNATION -  PLATEAU RM 1
 CD0866  PID         -  CD0866
 CD0866  STATE/COUNTY-  TX/CULBERSON
 CD0866  USGS QUAD   -  PLATEAU (1979)
 CD0866
 CD0866                         *CURRENT SURVEY CONTROL
 CD0866  ___________________________________________________________________
 CD0866* NAD 83(1986)-  31 03 46.     (N)    104 33 29.     (W)     SCALED    
 CD0866* NAVD 88     -      1202.354  (meters)    3944.72   (feet)  ADJUSTED  
 CD0866  ___________________________________________________________________
 CD0866  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 CD0866  DYNAMIC HT  -        1200.486 (meters)    3938.59  (feet)  COMP
 CD0866  MODELED GRAV-     979,045.8   (mgal)                       NAVD 88
 CD0866
 CD0866  VERT ORDER  -  FIRST     CLASS II
 CD0866
 CD0866.The horizontal coordinates were scaled from a topographic map and have
 CD0866.an estimated accuracy of +/- 6 seconds.
 CD0866
 CD0866.The orthometric height was determined by differential leveling
 CD0866.and adjusted by the National Geodetic Survey in June 1991..
 CD0866
 CD0866.The geoid height was determined by GEOID03.
 CD0866
 CD0866.The dynamic height is computed by dividing the NAVD 88
 CD0866.geopotential number by the normal gravity value computed on the
 CD0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0866.degrees latitude (g = 980.6199 gals.).
 CD0866
 CD0866.The modeled gravity was interpolated from observed gravity values.
 CD0866
 CD0866;                    North         East    Units  Estimated Accuracy
 CD0866;SPC TX C     - 3,162,420.      296,930.      MT  (+/- 180 meters Scaled)
 CD0866
 CD0866                          SUPERSEDED SURVEY CONTROL
 CD0866
 CD0866.No superseded survey control is available for this station.
 CD0866
 CD0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ421366(NAD 83)
 CD0866_MARKER: DR = REFERENCE MARK DISK
 CD0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0866_SP_SET: CONCRETE POST
 CD0866_STAMPING: PLATEAU NO 1 1968
 CD0866_MARK LOGO: CGS   
 CD0866_PROJECTION: PROJECTING 5 CENTIMETERS
 CD0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0866+STABILITY: SURFACE MOTION
 CD0866
 CD0866  HISTORY     - Date     Condition        Report By
 CD0866  HISTORY     - 1968     MONUMENTED       CGS
 CD0866  HISTORY     - 1981     GOOD             NGS
 CD0866
 CD0866                          STATION DESCRIPTION
 CD0866
 CD0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0866'27.2 KM (16.9 MI) EAST FROM VAN HORN.
 CD0866'26.6 KM (16.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0866'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.4 MI)
 CD0866'NORTH ALONG A GRAVELED ROAD TO ITS CROSSING OF THE MISSOURI PACIFIC
 CD0866'RAILROAD, 82.3 METERS (270.0 FT) NORTH OF THE NEAR RAIL, 30.2 METERS
 CD0866'(99.0 FT) NORTH OF RM 2, 25.4 METERS (83.3 FT) EAST-NORTHEAST OF
 CD0866'PLATEAU, AND 4.6 METERS (15.0 FT) EAST OF THE CENTER OF A TRACK
 CD0866'ROAD.
 CD0866'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0867 ***********************************************************************
 CD0867  DESIGNATION -  PLATEAU RM 2
 CD0867  PID         -  CD0867
 CD0867  STATE/COUNTY-  TX/CULBERSON
 CD0867  USGS QUAD   -  PLATEAU (1979)
 CD0867
 CD0867                         *CURRENT SURVEY CONTROL
 CD0867  ___________________________________________________________________
 CD0867* NAD 83(1986)-  31 03 46.     (N)    104 33 28.     (W)     SCALED    
 CD0867* NAVD 88     -      1202.397  (meters)    3944.86   (feet)  ADJUSTED  
 CD0867  ___________________________________________________________________
 CD0867  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 CD0867  DYNAMIC HT  -        1200.529 (meters)    3938.74  (feet)  COMP
 CD0867  MODELED GRAV-     979,045.8   (mgal)                       NAVD 88
 CD0867
 CD0867  VERT ORDER  -  FIRST     CLASS II
 CD0867
 CD0867.The horizontal coordinates were scaled from a topographic map and have
 CD0867.an estimated accuracy of +/- 6 seconds.
 CD0867
 CD0867.The orthometric height was determined by differential leveling
 CD0867.and adjusted by the National Geodetic Survey in June 1991..
 CD0867
 CD0867.The geoid height was determined by GEOID03.
 CD0867
 CD0867.The dynamic height is computed by dividing the NAVD 88
 CD0867.geopotential number by the normal gravity value computed on the
 CD0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0867.degrees latitude (g = 980.6199 gals.).
 CD0867
 CD0867.The modeled gravity was interpolated from observed gravity values.
 CD0867
 CD0867;                    North         East    Units  Estimated Accuracy
 CD0867;SPC TX C     - 3,162,420.      296,960.      MT  (+/- 180 meters Scaled)
 CD0867
 CD0867                          SUPERSEDED SURVEY CONTROL
 CD0867
 CD0867.No superseded survey control is available for this station.
 CD0867
 CD0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ421366(NAD 83)
 CD0867_MARKER: DR = REFERENCE MARK DISK
 CD0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0867_SP_SET: CONCRETE POST
 CD0867_STAMPING: PLATEAU NO 2 1968
 CD0867_MARK LOGO: CGS   
 CD0867_PROJECTION: PROJECTING 5 CENTIMETERS
 CD0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0867+STABILITY: SURFACE MOTION
 CD0867
 CD0867  HISTORY     - Date     Condition        Report By
 CD0867  HISTORY     - 1968     MONUMENTED       CGS
 CD0867  HISTORY     - 1981     GOOD             NGS
 CD0867
 CD0867                          STATION DESCRIPTION
 CD0867
 CD0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0867'27.2 KM (16.9 MI) EAST FROM VAN HORN.
 CD0867'26.6 KM (16.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0867'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.4 MI)
 CD0867'NORTH ALONG A GRAVELED ROAD TO ITS CROSSING OF THE MISSOURI PACIFIC
 CD0867'RAILROAD, 52.1 METERS (171.0 FT) NORTH OF THE NEAR RAIL, 30.2 METERS
 CD0867'(99.0 FT) SOUTH OF RM 1, 26.5 METERS (87.0 FT) EAST OF PLATEAU RM A,
 CD0867'24.4 METERS (80.1 FT) SOUTHEAST OF PLATEAU, 20.7 METERS (68.0 FT)
 CD0867'NORTHEAST OF A FENCE CORNER, AND 6.1 METERS (20.0 FT) SOUTHEAST OF
 CD0867'THE CENTER OF A TRACK ROAD.
 CD0867'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0865 ***********************************************************************
 CD0865  DESIGNATION -  PLATEAU RM A
 CD0865  PID         -  CD0865
 CD0865  STATE/COUNTY-  TX/CULBERSON
 CD0865  USGS QUAD   -  PLATEAU (1979)
 CD0865
 CD0865                         *CURRENT SURVEY CONTROL
 CD0865  ___________________________________________________________________
 CD0865* NAD 83(1993)-  31 03 49.45596(N)    104 33 27.59197(W)     ADJUSTED  
 CD0865* NAVD 88     -      1202.621  (meters)    3945.60   (feet)  ADJUSTED  
 CD0865  ___________________________________________________________________
 CD0865  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 CD0865  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 CD0865  DYNAMIC HT  -        1200.753 (meters)    3939.47  (feet)  COMP
 CD0865  MODELED GRAV-     979,046.0   (mgal)                       NAVD 88
 CD0865
 CD0865  HORZ ORDER  -  FIRST
 CD0865  VERT ORDER  -  FIRST     CLASS II
 CD0865
 CD0865.The horizontal coordinates were established by classical geodetic methods
 CD0865.and adjusted by the National Geodetic Survey in February 1996..
 CD0865
 CD0865.The orthometric height was determined by differential leveling
 CD0865.and adjusted by the National Geodetic Survey in June 1991..
 CD0865
 CD0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0865
 CD0865.The geoid height was determined by GEOID03.
 CD0865
 CD0865.The dynamic height is computed by dividing the NAVD 88
 CD0865.geopotential number by the normal gravity value computed on the
 CD0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0865.degrees latitude (g = 980.6199 gals.).
 CD0865
 CD0865.The modeled gravity was interpolated from observed gravity values.
 CD0865
 CD0865;                    North         East     Units Scale Factor Converg.
 CD0865;SPC TX C     - 3,162,525.697   296,971.285   MT  0.99988233   -2 10 32.8
 CD0865;SPC TX C     -10,375,719.72    974,313.29   sFT  0.99988233   -2 10 32.8
 CD0865;UTM  13      - 3,436,749.768   542,200.118   MT  0.99962197   +0 13 41.7
 CD0865
 CD0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0865!SPC TX C     -   0.99981472  x   0.99988233  =   0.99969707
 CD0865!UTM  13      -   0.99981472  x   0.99962197  =   0.99943676
 CD0865
 CD0865|---------------------------------------------------------------------|
 CD0865| PID    Reference Object                     Distance      Geod. Az  |
 CD0865|                                                           dddmmss.s |
 CD0865| CD0864 PLATEAU                              27.191 METERS 01819     |
 CD0865| CD0117 BORACHO RESET                       APPROX.16.0 KM 0850006.0 |
 CD0865|---------------------------------------------------------------------|
 CD0865
 CD0865                          SUPERSEDED SURVEY CONTROL
 CD0865
 CD0865  NAD 83(1986)-  31 03 49.45644(N)    104 33 27.58798(W) AD(       ) 1
 CD0865  NAD 27      -  31 03 48.98280(N)    104 33 25.85067(W) AD(       ) 1
 CD0865  NGVD 29 (07/19/86) 1202.10   (m)         3943.9    (f) LEVELING    3  
 CD0865
 CD0865.Superseded values are not recommended for survey control.
 CD0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0865.See file dsdata.txt to determine how the superseded data were derived.
 CD0865
 CD0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ4220036750(NAD 83)
 CD0865_MARKER: DR = REFERENCE MARK DISK
 CD0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0865_SP_SET: CONCRETE POST
 CD0865_STAMPING: PLATEAU RM A 1968
 CD0865_MARK LOGO: CGS   
 CD0865_PROJECTION: PROJECTING 5 CENTIMETERS
 CD0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0865+STABILITY: SURFACE MOTION
 CD0865
 CD0865  HISTORY     - Date     Condition        Report By
 CD0865  HISTORY     - 1968     MONUMENTED       CGS
 CD0865  HISTORY     - 1981     GOOD             NGS
 CD0865  HISTORY     - 1981     GOOD             NGS
 CD0865
 CD0865                          STATION DESCRIPTION
 CD0865
 CD0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0865'THE STATION IS ABOUT 19-1/2 MILES WEST OF KENT, 17 MILES EAST
 CD0865'OF VAN HORN, 0.4 MILE NORTH OF U.S. HIGHWAY 80, AT THE PLATEAU
 CD0865'SIDING OF THE TEXAS AND PACIFIC RAILROAD, AND ON PROPERTY OWNED
 CD0865'BY MR. FROSTY BOWERS.
 CD0865'
 CD0865'THE STATION MARK IS A STANDARD DISK STAMPED PLATEAU RM A 1968,
 CD0865'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CD0865'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET NORTHWEST OF
 CD0865'A FENCE CORNER AND 11.5 FEET NORTH OF A METAL WITNESS POST
 CD0865'WITH SIGN ATTACHED AND FENCE.
 CD0865'
 CD0865'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PLATEAU,
 CD0865'THE DISTANCE BEING 89.210 FEET OR 27.1912 METERS.
 CD0865'
 CD0865'TO REACH THE STATION FROM THE POST OFFICE IN VAN HORN, GO EAST ON
 CD0865'U.S. HIGHWAY 80 FOR 5.1 MILES TO WHERE THE HIGHWAY CROSSES
 CD0865'HORSE CREEK.  CONTINUE EAST ON THE HIGHWAY FOR 12.8 MILES TO A
 CD0865'CATTLE GUARD, SIDE ROAD, AND SIGN PLATEAU ON THE LEFT.  TURN LEFT
 CD0865'ON BLADED ROAD AND GO NORTH FOR 0.35 MILE TO A GATE AND A TRACK
 CD0865'ROAD ON THE RIGHT.  PASS THROUGH GATE, CROSSING RAILROAD TRACKS,
 CD0865'FOR 50 YARDS TO A LOCKED METAL GATE.  BEAR TO THE LEFT AROUND THE
 CD0865'LOCKED GATE FOR 50 YARDS TO A FENCE CORNER AND STATION PLATEAU 100
 CD0865'FEET NORTH OF THE FENCE CORNER.  PLATEAU RM A IS IN THE VICINITY
 CD0865'OF STATION PLATEAU.
 CD0865
 CD0865                          STATION RECOVERY (1981)
 CD0865
 CD0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0865'STATION PLATEAU, REFERENCE MARKS NO 1, NO 2, RM A AND THE AZIMUTH
 CD0865'MARK WERE ALL RECOVERED IN GOOD CONDITION.
 CD0865
 CD0865                          STATION RECOVERY (1981)
 CD0865
 CD0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0865'27.2 KM (16.9 MI) EAST FROM VAN HORN.
 CD0865'26.6 KM (16.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0865'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.4 MI)
 CD0865'NORTH ALONG A GRAVELED ROAD TO ITS CROSSING OF THE MISSOURI PACIFIC
 CD0865'RAILROAD, 43.9 METERS (144.0 FT) NORTH OF THE NEAR RAIL, 27.2 METERS
 CD0865'(89.2 FT) SOUTH OF PLATEAU, 26.5 METERS (87.0 FT) EAST OF RM 2,
 CD0865'6.4 METERS (21.0 FT) NORTHWEST OF A FENCE CORNER, AND 3.5 METERS
 CD0865'(11.5 FT) NORTH OF A FENCE.
 CD0865'THE MARK IS 3.5 METERS  N FROM A WITNESS POST.
 CD0865'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1490 ***********************************************************************
 DN1490  DESIGNATION -  PLAXCO
 DN1490  PID         -  DN1490
 DN1490  STATE/COUNTY-  TX/CLAY
 DN1490  USGS QUAD   -  STONEBURG (1976)
 DN1490
 DN1490                         *CURRENT SURVEY CONTROL
 DN1490  ___________________________________________________________________
 DN1490* NAD 83(1993)-  33 42 45.54550(N)    097 59 57.50781(W)     ADJUSTED  
 DN1490* NAVD 88     -       304.8    (meters)    1000.     (feet)  VERTCON   
 DN1490  ___________________________________________________________________
 DN1490  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DN1490  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DN1490
 DN1490  HORZ ORDER  -  THIRD
 DN1490
 DN1490.The horizontal coordinates were established by classical geodetic methods
 DN1490.and adjusted by the National Geodetic Survey in February 1996..
 DN1490
 DN1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1490
 DN1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1490
 DN1490.The geoid height was determined by GEOID03.
 DN1490
 DN1490;                    North         East     Units Scale Factor Converg.
 DN1490;SPC TXNC     - 2,226,995.813   646,408.513   MT  0.99993903   +0 16 23.1
 DN1490;SPC TXNC     - 7,306,402.10  2,120,758.60   sFT  0.99993903   +0 16 23.1
 DN1490;UTM  14      - 3,730,745.541   592,723.589   MT  0.99970599   +0 33 19.6
 DN1490
 DN1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1490!SPC TXNC     -   0.99995640  x   0.99993903  =   0.99989543
 DN1490!UTM  14      -   0.99995640  x   0.99970599  =   0.99966240
 DN1490
 DN1490                          SUPERSEDED SURVEY CONTROL
 DN1490
 DN1490  NAD 83(1993)-  33 42 45.54689(N)    097 59 57.50685(W) AD(       ) 3
 DN1490  NAD 83(1986)-  33 42 45.54894(N)    097 59 57.49556(W) AD(       ) 3
 DN1490  NGVD 29 (07/26/91)  304.7    (m)         1000.     (f) VERT ANG       
 DN1490
 DN1490.Superseded values are not recommended for survey control.
 DN1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1490.See file dsdata.txt to determine how the superseded data were derived.
 DN1490
 DN1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9272430746(NAD 83)
 DN1490_MARKER: DS = TRIANGULATION STATION DISK
 DN1490_SETTING: 0 = UNSPECIFIED SETTING
 DN1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1490
 DN1490  HISTORY     - Date     Condition        Report By
 DN1490  HISTORY     - 1958     MONUMENTED       USGS
 DN1490
 DN1490                          STATION DESCRIPTION
 DN1490
 DN1490'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1490'STATION IS LOCATED ABOUT 5.2 MI. (AIRLINE) N. AND 0.8 MI. E. OF
 DN1490'BELLEVUE, CLAY COUNTY, TEXAS, ABOUT 1.2 MI. E-NE. OF THE PLAXCO
 DN1490'RANCH BUILDINGS, ON A GRASSY TOP.
 DN1490'
 DN1490'STATION MARK--STANDARD USGS TABLET CEMENTED IN SANDSTONE OUTCROP,
 DN1490'STAMPED---PLAXCO-ET 1958---.
 DN1490'
 DN1490'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1371 ***********************************************************************
 AH1371  DESIGNATION -  PLAZA
 AH1371  PID         -  AH1371
 AH1371  STATE/COUNTY-  TX/NUECES
 AH1371  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1371
 AH1371                         *CURRENT SURVEY CONTROL
 AH1371  ___________________________________________________________________
 AH1371* NAD 83(1993)-  27 47 47.34470(N)    097 23 47.69246(W)     ADJUSTED  
 AH1371* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AH1371  ___________________________________________________________________
 AH1371  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1371  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH1371
 AH1371  HORZ ORDER  -  SECOND
 AH1371
 AH1371.The horizontal coordinates were established by classical geodetic methods
 AH1371.and adjusted by the National Geodetic Survey in February 1996..
 AH1371
 AH1371.The orthometric height was scaled from a topographic map.
 AH1371
 AH1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1371
 AH1371.The geoid height was determined by GEOID03.
 AH1371
 AH1371;                    North         East     Units Scale Factor Converg.
 AH1371;SPC TX S     - 5,236,449.138   408,735.180   MT  0.99999088   +0 30 03.5
 AH1371;SPC TX S     -17,179,916.88  1,340,992.00   sFT  0.99999088   +0 30 03.5
 AH1371;UTM  14      - 3,075,689.145   657,959.111   MT  0.99990798   +0 44 52.4
 AH1371
 AH1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1371!SPC TX S     -   1.00000246  x   0.99999088  =   0.99999334
 AH1371!UTM  14      -   1.00000246  x   0.99990798  =   0.99991044
 AH1371
 AH1371:                Primary Azimuth Mark                     Grid Az
 AH1371:SPC TX S     -  CORPUS CHRISTI WEATHER BUR               011 05 00.3
 AH1371:UTM  14      -  CORPUS CHRISTI WEATHER BUR               010 50 11.4
 AH1371
 AH1371|---------------------------------------------------------------------|
 AH1371| PID    Reference Object                     Distance      Geod. Az  |
 AH1371|                                                           dddmmss.s |
 AH1371| CV3074 CORPUS CHRISTI WEATHER BUR                         0113503.8 |
 AH1371| AH1350 CORPUS CHRISTI BRK HTL N ELEV       APPROX. 2.9 KM 0165726.1 |
 AH1371| AH1359 CORPUS CHRI NUECES RR BRIDGE        APPROX. 4.7 KM 0220657.2 |
 AH1371| AH1346 CORPUS CHRISTI CHAN LIGHT 85        APPROX. 1.7 KM 0291341.9 |
 AH1371| AH0276 PORTLAND                            APPROX.11.4 KM 0313845.9 |
 AH1371| AH1328 CORPUS CHRISTI CHANNEL BCN 27       APPROX. 3.4 KM 0641217.2 |
 AH1371| AH1347 CORPUS CHRISTI BREAKWATER BCN       APPROX. 1.1 KM 0662932.0 |
 AH1371| AH1332 CORPUS CHRISTI CHANNEL BCN 25       APPROX. 5.4 KM 0740030.7 |
 AH1371| AH1330 CORPUS CHRISTI CHANNEL BCN 14       APPROX. 7.5 KM 0770903.0 |
 AH1371| AH1327 CORPUS CHRISTI CHANNEL BCN 23       APPROX. 7.4 KM 0782451.8 |
 AH1371| AH1329 CORPUS CHRISTI CHANNEL BCN 12       APPROX. 9.6 KM 0795632.2 |
 AH1371| AH1325 CORPUS CHRISTI CHANNEL BCN 21       APPROX. 9.5 KM 0805626.0 |
 AH1371| AH1326 CORPUS CHRISTI CHANNEL BCN 10       APPROX.11.7 KM 0814402.4 |
 AH1371| AH1333 CORPUS CHRISTI CHANNEL BCN 17       APPROX.13.8 KM 0833949.8 |
 AH1371| AH1174 CORPUS CHRISTI CHANNEL BCN 15       APPROX.15.7 KM 0842549.9 |
 AH1371| AH1349 CORPUS CHRISTI BEACON               APPROX. 1.9 KM 1112440.8 |
 AH1371| AH1339 CORPUS CHRI FIRST CHRISTIAN CH      APPROX. 0.7 KM 1782443.6 |
 AH1371| AH1363 CORPUS CHRISTI 12TH ST MUN TK       APPROX. 2.2 KM 2015734.1 |
 AH1371| AH1364 CORPUS CHRISTI S RANKIN ST TK       APPROX. 0.9 KM 2594335.2 |
 AH1371| AH1345 CORPUS CHRISTI SOU ALKALI STK       APPROX. 4.0 KM 2984129.0 |
 AH1371| AH1382 TAFT CENTRAL PWR AND LT CO TK       APPROX.20.7 KM 3593018.1 |
 AH1371|---------------------------------------------------------------------|
 AH1371
 AH1371                          SUPERSEDED SURVEY CONTROL
 AH1371
 AH1371  NAD 83(1986)-  27 47 47.35016(N)    097 23 47.66967(W) AD(       ) 2
 AH1371  NAD 27      -  27 47 46.25400(N)    097 23 46.69900(W) AD(       ) 2
 AH1371
 AH1371.Superseded values are not recommended for survey control.
 AH1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1371.See file dsdata.txt to determine how the superseded data were derived.
 AH1371
 AH1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5795975689(NAD 83)
 AH1371_MARKER: DS = TRIANGULATION STATION DISK
 AH1371_SETTING: 0 = UNSPECIFIED SETTING
 AH1371
 AH1371  HISTORY     - Date     Condition        Report By
 AH1371  HISTORY     - 1934     MONUMENTED       CGS
 AH1371  HISTORY     - 1949     GOOD             CGS
 AH1371  HISTORY     - 1964     MARK NOT FOUND   CGS
 AH1371  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1371
 AH1371                          STATION DESCRIPTION
 AH1371
 AH1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1371'STATION IS LOCATED ON TOP OF ELEVATOR SHAFT ON PLAZA HOTEL IN
 AH1371'CORPUS CHRISTI.  IT IS 1.48 METERS S OF N COPING WALL, 1.34
 AH1371'METERS W OF E COPING WALL, AND 1.99 METERS SW OF INTERSECTION
 AH1371'OF THESE TWO WALLS.  IT IS 6.31 METERS NW OF SE CORNER AND
 AH1371'9.18 METERS NE OF SW CORNER OF WALL.  ALL DISTANCES ARE TO INNER
 AH1371'SIDE OF WALL.
 AH1371'
 AH1371'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 AH1371'
 AH1371'NO REFERENCE MARK WAS SET.
 AH1371'
 AH1371'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 AH1371
 AH1371                          STATION RECOVERY (1949)
 AH1371
 AH1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1371'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AH1371'IS ADEQUATE AND COMPLETE.
 AH1371
 AH1371                          STATION RECOVERY (1964)
 AH1371
 AH1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1371'THE PLAZA HOTEL HAS BEEN TORN DOWN AND REPLACED BY A MODERN
 AH1371'BUILDING.  THE STATION HAS BEEN DESTROYED.
 AH1371
 AH1371                          STATION RECOVERY (2001)
 AH1371
 AH1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1371'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0789 ***********************************************************************
 AO0789  PACS        -  This is a Primary Airport Control Station.
 AO0789  DESIGNATION -  PLEAPORT
 AO0789  PID         -  AO0789
 AO0789  STATE/COUNTY-  TX/ATASCOSA
 AO0789  USGS QUAD   -  JOURDANTON (1968)
 AO0789
 AO0789                         *CURRENT SURVEY CONTROL
 AO0789  ___________________________________________________________________
 AO0789* NAD 83(1993)-  28 57 14.99103(N)    098 31 14.23430(W)     ADJUSTED  
 AO0789* NAVD 88     -       127.50   (meters)     418.3    (feet)  GPS OBS   
 AO0789  ___________________________________________________________________
 AO0789  X           -    -827,561.066 (meters)                     COMP
 AO0789  Y           -  -5,523,740.641 (meters)                     COMP
 AO0789  Z           -   3,069,506.421 (meters)                     COMP
 AO0789  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AO0789  ELLIP HEIGHT-         102.20  (meters)          (10/24/00) GPS OBS
 AO0789  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AO0789
 AO0789  HORZ ORDER  -  B
 AO0789  ELLP ORDER  -  FOURTH    CLASS II
 AO0789
 AO0789.This mark is at Pleasanton Muni (PEZ) Airport (PEZ)
 AO0789
 AO0789.The horizontal coordinates were established by GPS observations
 AO0789.and adjusted by the National Geodetic Survey in February 1996..
 AO0789
 AO0789.The orthometric height was determined by GPS observations and a
 AO0789.high-resolution geoid model.
 AO0789
 AO0789.GPS derived orthometric heights for airport stations designated as
 AO0789.PACS or SACS are published to 2 decimal places.  This maintains
 AO0789.centimeter relative accuracy between the PACS and SACS.  It does
 AO0789.not indicate centimeter accuracy relative to other marks which are
 AO0789.part of the NAVD 88 network.
 AO0789
 AO0789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0789
 AO0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0789
 AO0789.The ellipsoidal height was determined by GPS observations
 AO0789.and is referenced to NAD 83.
 AO0789
 AO0789.The geoid height was determined by GEOID03.
 AO0789
 AO0789;                    North         East     Units Scale Factor Converg.
 AO0789;SPC TXSC     - 4,124,314.376   646,725.297   MT  0.99988517   +0 14 05.5
 AO0789;SPC TXSC     -13,531,188.08  2,121,797.91   sFT  0.99988517   +0 14 05.5
 AO0789;UTM  14      - 3,203,002.021   546,712.393   MT  0.99962693   +0 13 55.5
 AO0789
 AO0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0789!SPC TXSC     -   0.99998395  x   0.99988517  =   0.99986912
 AO0789!UTM  14      -   0.99998395  x   0.99962693  =   0.99961088
 AO0789
 AO0789:                Primary Azimuth Mark                     Grid Az
 AO0789:SPC TXSC     -  PEZ A                                    150 24 44.0
 AO0789:UTM  14      -  PEZ A                                    150 24 54.0
 AO0789
 AO0789|---------------------------------------------------------------------|
 AO0789| PID    Reference Object                     Distance      Geod. Az  |
 AO0789|                                                           dddmmss.s |
 AO0789| AB3990 PEZ A                               APPROX. 0.5 KM 1503849.5 |
 AO0789| AO0801 PLEAPORT AZ MK                      APPROX. 0.6 KM 3430805.4 |
 AO0789|---------------------------------------------------------------------|
 AO0789
 AO0789                          SUPERSEDED SURVEY CONTROL
 AO0789
 AO0789  ELLIP H (02/20/96)  102.35   (m)                       GP(       ) 1 1
 AO0789  NAD 83(1993)-  28 57 14.98923(N)    098 31 14.23803(W) AD(       ) 3
 AO0789  ELLIP H (02/16/96)  102.31   (m)                       GP(       ) 5 1
 AO0789  NAD 83(1986)-  28 57 15.00120(N)    098 31 14.22423(W) AD(       ) 3
 AO0789  NAD 27      -  28 57 14.12152(N)    098 31 13.13364(W) AD(       ) 3
 AO0789  NGVD 29 (12/08/88)  127.7    (m)          419.     (f) GPS OBS        
 AO0789
 AO0789.Superseded values are not recommended for survey control.
 AO0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0789.See file dsdata.txt to determine how the superseded data were derived.
 AO0789
 AO0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4671203002(NAD 83)
 AO0789_MARKER: I = METAL ROD
 AO0789_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0789_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0789_STAMPING: PLEAPORT 1988
 AO0789_MARK LOGO: NGS   
 AO0789_PROJECTION: FLUSH
 AO0789_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0789+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1995
 AO0789_ROD/PIPE-DEPTH: 7.8  meters
 AO0789_SLEEVE-DEPTH  : 0.76 meters
 AO0789
 AO0789  HISTORY     - Date     Condition        Report By
 AO0789  HISTORY     - 1988     MONUMENTED       NGS
 AO0789  HISTORY     - 19881125 GOOD             NGS
 AO0789  HISTORY     - 19890105 GOOD
 AO0789  HISTORY     - 19950425 GOOD             NGS
 AO0789  HISTORY     - 19970418 GOOD             USPSQD
 AO0789  HISTORY     - 19990915 GOOD             TXDOT
 AO0789  HISTORY     - 20050521 GOOD             USPSQD
 AO0789
 AO0789                          STATION DESCRIPTION
 AO0789
 AO0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AO0789'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST OF PLEASANTON, 4.5 KM
 AO0789'(2.80 MI) NORTHEAST OF JOURDANTON, AT THE PLEASANTON MUNICIPAL
 AO0789'AIRPORT.  OWNERSHIP--CITY OF PLEASANTON, BOX 209, PLEASANTON TX
 AO0789'78064.  THE AIRPORT MANAGER IS ELTON T. PAGE.  TELEPHONE NUMBER
 AO0789'512-569-5294.
 AO0789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 AO0789'HIGHWAY 97, IN THE SOUTH OF PLEASANTON.  GO NORTHEAST ON U.S. HIGHWAY
 AO0789'281 FOR 0.25 KM (0.15 MI) TO A CROSS ROAD.  TURN LEFT AND GO WEST ON
 AO0789'FARM ROAD 3350 FOR 0.7 KM (0.45 MI) TO A CROSSROAD AT FARM ROAD 476.
 AO0789'CONTINUE WEST ON FARM ROAD 3350 FOR 2.5 KM (1.55 MI) TO A PAVED ROAD
 AO0789'RIGHT.  TURN LEFT AND GO SOUTH FOR 0.64 KM (0.40 MI) TO THE AIRPORT
 AO0789'ENTRANCE, ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.16 KM (0.10 MI)
 AO0789'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE WEST, CROSSING THE
 AO0789'RUNWAY, TO THE PERIMETER FENCE AND THE STATION.
 AO0789'THE MARK IS SET 60.4 M (198.2 FT) WEST OF THE CENTERLINE OF THE
 AO0789'RUNWAY, 35.3 M (115.8 FT) SOUTHWEST OF THE WINDSOCK, 7.6 M (24.9 FT)
 AO0789'NORTH OF A SAWED OFF UTILITY POLE FENCE POST AND 0.8 M (2.6 FT) EAST
 AO0789'OF THE FENCE AND A WITNESS POST.
 AO0789'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AO0789'DESCRIBED BY R.D.B.
 AO0789
 AO0789                          STATION RECOVERY (1988)
 AO0789
 AO0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AO0789'RECOVERED IN GOOD CONDITION.
 AO0789
 AO0789                          STATION RECOVERY (1989)
 AO0789
 AO0789'RECOVERED 1989
 AO0789'RECOVERED IN GOOD CONDITION.
 AO0789
 AO0789                          STATION RECOVERY (1995)
 AO0789
 AO0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AO0789'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTHEAST OF JOURDANTON,
 AO0789'1.85 MI (2.98 KM) WEST OF PLEASANTON AND AT THE PLEASANTON MUNICIPAL
 AO0789'AIRPORT.  OWNERSHIP--CITY OF PLEASANTON, BOX 209, PLEASANTON, TX
 AO0789'78064.  AIRPORT MANAGER, LARRY PIPPEN, PHONE (210) 569-3867 OR AIRPORT
 AO0789'FOB PHONE (210) 281-5294.  TO REACH THE STATION FROM THE JUCTION OF US
 AO0789'HIGHWAY 281 AND STATE HIGHWAY 97 ON THE SOUTH SIDE OF PLEASANTON, GO
 AO0789'NORTHEAST ON US HIGHWAY 281 FOR 0.15 MI (0.24 KM) TO A INTERSECTION,
 AO0789'TURN LEFT AND GO WEST ON FARM ROAD 3350 FOR 2.05 MI (3.30 KM) TO A
 AO0789'PAVED ROAD LEFT, TURN LEFT AND GO SOUTH ON FARM ROAD 3510 FOR 0.4 MI
 AO0789'(0.6 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO WESTERLY ON THE
 AO0789'AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE, PASS THROUGH
 AO0789'GATE, BEAR RIGHT ACROSS RAMP, THEN LEFT ONTO CONNECTOR TAXIWAY AND GO
 AO0789'WESTERLY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, CONTINUE AHEAD AND GO
 AO0789'WEST CROSSING THE RUNWAY, THEN ACROSS THE GRASS FOR 0.1 MI (0.2 KM) TO
 AO0789'A FENCE LINE AND THE STATION.  THE STATION IS RECESSED 0.1 FT (3.0 CM)
 AO0789', 198.2 FT (60.4 M) WEST OF THE RUNWAY CENTER, 115.8 FT (35.3 M)
 AO0789'SOUTHWEST OF A WINDSOCK POLE, 24.9 FT (7.6 M) NORTH OF A LARGE WOODEN
 AO0789'FENCE POST AND 2.6 FT (0.8 M) EAST OF A FENCE LINE AND WITNESS POST.
 AO0789'DRL.
 AO0789
 AO0789                          STATION RECOVERY (1997)
 AO0789
 AO0789'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0789'RECOVERED IN GOOD CONDITION.
 AO0789
 AO0789                          STATION RECOVERY (1999)
 AO0789
 AO0789'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AO0789'RECOVERED AS DESCRIBED.
 AO0789
 AO0789                          STATION RECOVERY (2005)
 AO0789
 AO0789'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AO0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0801 ***********************************************************************
 AO0801  SACS        -  This is a Secondary Airport Control Station.
 AO0801  DESIGNATION -  PLEAPORT AZ MK
 AO0801  PID         -  AO0801
 AO0801  STATE/COUNTY-  TX/ATASCOSA
 AO0801  USGS QUAD   -  JOURDANTON (1968)
 AO0801
 AO0801                         *CURRENT SURVEY CONTROL
 AO0801  ___________________________________________________________________
 AO0801* NAD 83(1993)-  28 57 32.20267(N)    098 31 20.16720(W)     ADJUSTED  
 AO0801* NAVD 88     -       131.71   (meters)     432.1    (feet)  GPS OBS   
 AO0801  ___________________________________________________________________
 AO0801  X           -    -827,682.473 (meters)                     COMP
 AO0801  Y           -  -5,523,466.756 (meters)                     COMP
 AO0801  Z           -   3,069,972.126 (meters)                     COMP
 AO0801  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AO0801  ELLIP HEIGHT-         106.41  (meters)          (05/04/01) GPS OBS
 AO0801  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AO0801
 AO0801  HORZ ORDER  -  FIRST
 AO0801  ELLP ORDER  -  FOURTH    CLASS I
 AO0801
 AO0801.This mark is at Pleasanton Muni (PEZ) Airport (PEZ)
 AO0801
 AO0801.The horizontal coordinates were established by GPS observations
 AO0801.and adjusted by the National Geodetic Survey in June 1996..
 AO0801
 AO0801.The orthometric height was determined by GPS observations and a
 AO0801.high-resolution geoid model.
 AO0801
 AO0801.GPS derived orthometric heights for airport stations designated as
 AO0801.PACS or SACS are published to 2 decimal places.  This maintains
 AO0801.centimeter relative accuracy between the PACS and SACS.  It does
 AO0801.not indicate centimeter accuracy relative to other marks which are
 AO0801.part of the NAVD 88 network.
 AO0801
 AO0801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0801
 AO0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0801
 AO0801.The ellipsoidal height was determined by GPS observations
 AO0801.and is referenced to NAD 83.
 AO0801
 AO0801.The geoid height was determined by GEOID03.
 AO0801
 AO0801;                    North         East     Units Scale Factor Converg.
 AO0801;SPC TXSC     - 4,124,843.557   646,562.499   MT  0.99988463   +0 14 02.6
 AO0801;SPC TXSC     -13,532,924.24  2,121,263.80   sFT  0.99988463   +0 14 02.6
 AO0801;UTM  14      - 3,203,531.073   546,549.663   MT  0.99962674   +0 13 52.7
 AO0801
 AO0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0801!SPC TXSC     -   0.99998329  x   0.99988463  =   0.99986792
 AO0801!UTM  14      -   0.99998329  x   0.99962674  =   0.99961003
 AO0801
 AO0801:                Primary Azimuth Mark                     Grid Az
 AO0801:SPC TXSC     -  PLEAPORT                                 162 54 00.0
 AO0801:UTM  14      -  PLEAPORT                                 162 54 09.9
 AO0801
 AO0801|---------------------------------------------------------------------|
 AO0801| PID    Reference Object                     Distance      Geod. Az  |
 AO0801|                                                           dddmmss.s |
 AO0801| AO0789 PLEAPORT                            APPROX. 0.6 KM 1630802.6 |
 AO0801|---------------------------------------------------------------------|
 AO0801
 AO0801                          SUPERSEDED SURVEY CONTROL
 AO0801
 AO0801  ELLIP H (06/20/96)  106.56   (m)                       GP(       ) 4 1
 AO0801  NAD 83(1993)-  28 57 32.20107(N)    098 31 20.17145(W) AD(       ) 3
 AO0801  ELLIP H (02/16/96)  106.53   (m)                       GP(       ) 5 1
 AO0801  NAD 83(1986)-  28 57 32.21283(N)    098 31 20.15780(W) AD(       ) 3
 AO0801  NGVD 29 (10/23/89)  131.9    (m)          433.     (f) GPS OBS        
 AO0801
 AO0801.Superseded values are not recommended for survey control.
 AO0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0801.See file dsdata.txt to determine how the superseded data were derived.
 AO0801
 AO0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4655003531(NAD 83)
 AO0801_MARKER: I = METAL ROD
 AO0801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0801_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0801_STAMPING: PLEAPORT AZ MK 1988
 AO0801_MARK LOGO: NGS   
 AO0801_PROJECTION: FLUSH
 AO0801_MAGNETIC: I = MARKER IS A STEEL ROD
 AO0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0801+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AO0801_ROD/PIPE-DEPTH: 5    meters
 AO0801_SLEEVE-DEPTH  : 3 meters
 AO0801
 AO0801  HISTORY     - Date     Condition        Report By
 AO0801  HISTORY     - UNK      MONUMENTED
 AO0801  HISTORY     - 19881125 GOOD             NGS
 AO0801  HISTORY     - 19950425 GOOD             NGS
 AO0801  HISTORY     - 20050521 GOOD             USPSQD
 AO0801
 AO0801                          STATION DESCRIPTION
 AO0801
 AO0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AO0801'RECOVERED IN GOOD CONDITION.
 AO0801
 AO0801                          STATION RECOVERY (1995)
 AO0801
 AO0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AO0801'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTHEAST OF JOURDANTON,
 AO0801'1.85 MI (2.98 KM) WEST OF PLEASANTON AND AT THE PLEASANTON MUNICIPAL
 AO0801'AIRPORT.  OWNERSHIP--CITY OF PLEASANTON, BOX 209, PLEASANTON, TX
 AO0801'78064.  AIRPORT MANAGER, LARRY PIPPEN, PHONE (210) 569-3867 OR AIRPORT
 AO0801'FOB PHONE (210) 281-5294.  TO REACH THE STATION FROM THE JUCTION OF US
 AO0801'HIGHWAY 281 AND STATE HIGHWAY 97 ON THE SOUTH SIDE OF PLEASANTON, GO
 AO0801'NORTHEAST ON US HIGHWAY 281 FOR 0.15 MI (0.24 KM) TO A INTERSECTION,
 AO0801'TURN LEFT AND GO WEST ON FARM ROAD 3350 FOR 2.05 MI (3.30 KM) TO A
 AO0801'PAVED ROAD LEFT, TURN LEFT AND GO SOUTH ON FARM ROAD 3510 FOR 0.4 MI
 AO0801'(0.6 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO WESTERLY ON THE
 AO0801'AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE, PASS THROUGH
 AO0801'GATE, BEAR RIGHT ACROSS RAMP, THEN LEFT ONTO CONNECTOR TAXIWAY AND GO
 AO0801'WESTERLY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT AND GO NORTH
 AO0801'NORTHWEST ON THE RUNWAY FOR 0.3 MI (0.5 KM) TO THE END OF THE
 AO0801'PAVEMENT, BEAR LEFT AND GO NORTHWEST ACROSS THE GRASS FOR 325 FT (99.1
 AO0801'M) TO A FENCE LINE AND THE STATION.  THE STATION IS 239.8 FT (73.1 M)
 AO0801'SOUTH OF THE CENTER OF FARM ROAD 3350, 148.0 FT (45.1 M) SOUTH
 AO0801'SOUTHEAST ALONG THE FENCELINE FROM THE MOST SOUTHERLY OF 3 FENCE LINE
 AO0801'BRACE POSTS AND 3.2 FT (1.0 M) EAST OF A WITNESS POST IN A FENCE LINE.
 AO0801'DRL.
 AO0801
 AO0801                          STATION RECOVERY (2005)
 AO0801
 AO0801'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AO0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1892 ***********************************************************************
 FL1892  DESIGNATION -  PLEASANT
 FL1892  PID         -  FL1892
 FL1892  STATE/COUNTY-  TX/HEMPHILL
 FL1892  USGS QUAD   -  LAKE JUNE (1967)
 FL1892
 FL1892                         *CURRENT SURVEY CONTROL
 FL1892  ___________________________________________________________________
 FL1892* NAD 83(1993)-  35 41 31.31167(N)    100 13 46.48394(W)     ADJUSTED  
 FL1892* NAVD 88     -       788.     (meters)    2585.     (feet)  SCALED    
 FL1892  ___________________________________________________________________
 FL1892  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FL1892  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FL1892
 FL1892  HORZ ORDER  -  SECOND
 FL1892
 FL1892.The horizontal coordinates were established by classical geodetic methods
 FL1892.and adjusted by the National Geodetic Survey in February 1996..
 FL1892
 FL1892.The orthometric height was scaled from a topographic map.
 FL1892
 FL1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1892
 FL1892.The geoid height was determined by GEOID03.
 FL1892
 FL1892;                    North         East     Units Scale Factor Converg.
 FL1892;SPC TX N     - 1,188,448.219   314,977.454   MT  0.99992228   +0 44 10.5
 FL1892;SPC TX N     - 3,899,100.53  1,033,388.53   sFT  0.99992228   +0 44 10.5
 FL1892;UTM  14      - 3,950,487.591   388,748.964   MT  0.99975251   -0 43 02.8
 FL1892
 FL1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1892!SPC TX N     -   0.99988064  x   0.99992228  =   0.99980293
 FL1892!UTM  14      -   0.99988064  x   0.99975251  =   0.99963318
 FL1892
 FL1892|---------------------------------------------------------------------|
 FL1892| PID    Reference Object                     Distance      Geod. Az  |
 FL1892|                                                           dddmmss.s |
 FL1892| CL3757 PLEASANT RM 1                        10.090 METERS 09321     |
 FL1892| CL3758 PLEASANT RM 2                        10.510 METERS 26547     |
 FL1892| CL3756 PLEASANT AZ MK                                     2712802.4 |
 FL1892|---------------------------------------------------------------------|
 FL1892
 FL1892                          SUPERSEDED SURVEY CONTROL
 FL1892
 FL1892  NAD 83(1993)-  35 41 31.31188(N)    100 13 46.48348(W) AD(       ) 2
 FL1892  NAD 83(1986)-  35 41 31.31607(N)    100 13 46.47254(W) AD(       ) 2
 FL1892  NAD 27      -  35 41 31.15600(N)    100 13 45.02800(W) AD(       ) 2
 FL1892
 FL1892.Superseded values are not recommended for survey control.
 FL1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1892.See file dsdata.txt to determine how the superseded data were derived.
 FL1892
 FL1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8874950488(NAD 83)
 FL1892_MARKER: DS = TRIANGULATION STATION DISK
 FL1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1892
 FL1892  HISTORY     - Date     Condition        Report By
 FL1892  HISTORY     - 1951     MONUMENTED       CGS
 FL1892  HISTORY     - 1967     MARK NOT FOUND   USGS
 FL1892  HISTORY     - 1968     GOOD             CGS
 FL1892
 FL1892                          STATION DESCRIPTION
 FL1892
 FL1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1892'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF ALLISON, 8.0
 FL1892'MILES NORTHWEST OF BRISCO AND 2.5 MILES EAST OF THE PLEASANT
 FL1892'VALLEY SCHOOL.  THE STATION IS 36 FEET SOUTH OF THE CENTER LINE
 FL1892'OF FARM ROAD 277, 4 FEET NORTH OF A WIRE FENCE AND 4 FEET WEST
 FL1892'OF A WITNESS POST.  THE STATION MARK IS A BRONZE DISK STAMPED
 FL1892'PLEASANT 1950 AND SET FLUSH WITH THE GROUND.
 FL1892'
 FL1892'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE CENTER LINE OF
 FL1892'THE FARM ROAD 277 AND 4 FEET NORTH OF A WIRE FENCE.  THE MARK IS
 FL1892'A BRONZE DISK STAMPED PLEASANT NO 1 1950 AND SET IN A CONCRETE
 FL1892'POST FLUSH WITH THE GROUND.
 FL1892'
 FL1892'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF THE CENTER LINE OF
 FL1892'ROAD 277 AND 4 FEET NORTH OF A WIRE FENCE.  THE MARK IS A
 FL1892'BRONZE DISK STAMPED PLEASANT NO 2 1950 AND SET IN A CONCRETE
 FL1892'POST FLUSH WITH THE GROUND.
 FL1892'
 FL1892'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER LINE OF ROAD 277,
 FL1892'5 FEET SOUTH OF A WIRE FENCE AND 3 FEET SOUTH OF A WITNESS POST.
 FL1892'THE MARK IS A BRONZE DISK STAMPED PLEASANT 1950 AND SET IN A
 FL1892'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FL1892'
 FL1892'TO REACH FROM THE COURTHOUSE IN WHEELER, GO NORTH ON U.S.
 FL1892'HIGHWAY 83 FOR 19.0 MILES TO A CROSSROADS.  TURN RIGHT ON THE
 FL1892'ROAD 277 FOR 7.8 MILES TO A CROSSROADS.  CONTINUE EAST FOR 0.5
 FL1892'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.  THE AZIMUTH
 FL1892'MARK IS TO THE LEFT OF THE ROAD JUST BEFORE REACHING THE LAST
 FL1892'CROSSROADS.
 FL1892
 FL1892                          STATION RECOVERY (1967)
 FL1892
 FL1892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FL1892'A SEARCH WAS MADE AT THE DESCRIBED LOCATION, BUT THE STATION
 FL1892'WAS NOT RECOVERED.  THIS MONUMENT WAS PROBABLY DESTROYED OR
 FL1892'BURIED WHEN STATE FARM ROAD 277 WAS WIDENED AND PAVED.
 FL1892
 FL1892                          STATION RECOVERY (1968)
 FL1892
 FL1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FL1892'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK
 FL1892'WERE RECOVERED IN GOOD CONDITION.  DUE TO A REPORT THAT THE
 FL1892'STATION WAS SEARCHED FOR AND NOT FOUND.  THE STATION SITE WAS
 FL1892'VISITED AND FOUND ALL MARKS HAD BEEN COVERED BY DRIFTING SAND.
 FL1892'WITNESS POSTS WERE SET AT THE MARKS.
 FL1892'
 FL1892'FOR FUTURE RECOVERY MEASUREMENTS WERE MADE TO REFERENCE POINTS
 FL1892'AS FOLLOWS--STATION IS ABOUT 9-1/2 MILES NORTHEAST OF ALLISON,
 FL1892'8 MILES NORTHWEST OF BRISCO, ALONG THE SOUTH RIGHT-OF-WAY OF
 FL1892'FARM ROAD 277.
 FL1892'
 FL1892'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER, GO NORTH
 FL1892'ON U.S. HIGHWAY 83 FOR 18.1 MILES TO THE JUNCTION OF FARM ROAD
 FL1892'277.  TURN RIGHT, EAST, GO 7.4 MILES ALONG FARM ROAD 277 TO
 FL1892'AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE HIGHWAY 0.55 MILE
 FL1892'TO STATION ON THE RIGHT.
 FL1892'
 FL1892'STATION MARK A STANDARD DISK, STAMPED PLEASANT 1951, IS SET IN
 FL1892'A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 FL1892'IT IS 36.5 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 41.5 FEET
 FL1892'EAST OF A TELEPHONE POLE, 87 FEET SOUTH-SOUTHWEST OF A POWER LINE
 FL1892'POLE, 4 FEET NORTH OF A METAL WITNESS POST AND THE FENCE LINE.
 FL1892'
 FL1892'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED PLEASANT NO 1
 FL1892'1951, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH IS 4 INCHES
 FL1892'BELOW THE SURFACE OF GROUND.  IT IS 38 FEET SOUTH OF THE CENTER
 FL1892'LINE OF HIGHWAY, 79 FEET SOUTH OF THE POWER LINE POLE, 2 FEET
 FL1892'NORTH OF A METAL WITNESS POST AND THE FENCE LINE.
 FL1892'
 FL1892'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED PLEASANT NO 2
 FL1892'1951, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH IS 8 INCHES
 FL1892'BELOW THE SURFACE OF GROUND.  IT IS 39 FEET SOUTH OF THE CENTER
 FL1892'LINE OF HIGHWAY, 7 FEET EAST OF THE TELEPHONE POLE, 1 FOOT NORTH
 FL1892'OF A METAL WITNESS POST AND THE FENCE LINE.
 FL1892'
 FL1892'AZIMUTH MARK, A STANDARD DISK, STAMPED PLEASANT 1951, IS SET
 FL1892'IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 FL1892'GROUND.  IT IS 0.1 MILE WEST OF A CROSSROAD, 36 FEET NORTH
 FL1892'OF THE CENTER LINE OF HIGHWAY, 144 FEET EAST OF A POWER LINE
 FL1892'POLE, AND 4 FEET SOUTH OF A METAL WITNESS POST.
 FL1892'
 FL1892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 FL1892'NORTHWEST OF BRISCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2791 ***********************************************************************
 CS2791  DESIGNATION -  PLEASANT GROVE MUNICIPAL TANK
 CS2791  PID         -  CS2791
 CS2791  STATE/COUNTY-  TX/DALLAS
 CS2791  USGS QUAD   -  HUTCHINS (1973)
 CS2791
 CS2791                         *CURRENT SURVEY CONTROL
 CS2791  ___________________________________________________________________
 CS2791* NAD 83(1993)-  32 43 57.34023(N)    096 40 55.59102(W)     ADJUSTED  
 CS2791* NAVD 88     -                                                        
 CS2791  ___________________________________________________________________
 CS2791  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 CS2791  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CS2791
 CS2791  HORZ ORDER  -  THIRD
 CS2791
 CS2791.The horizontal coordinates were established by classical geodetic methods
 CS2791.and adjusted by the National Geodetic Survey in February 1996..
 CS2791
 CS2791
 CS2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2791
 CS2791.The geoid height was determined by GEOID03.
 CS2791
 CS2791;                    North         East     Units Scale Factor Converg.
 CS2791;SPC TXNC     - 2,119,674.788   770,370.833   MT  0.99988803   +0 59 29.3
 CS2791;SPC TXNC     - 6,954,299.70  2,527,458.31   sFT  0.99988803   +0 59 29.3
 CS2791;UTM  14      - 3,624,019.400   717,203.353   MT  1.00018176   +1 15 13.7
 CS2791
 CS2791                          SUPERSEDED SURVEY CONTROL
 CS2791
 CS2791  NAD 83(1986)-  32 43 57.34706(N)    096 40 55.57300(W) AD(       ) 4
 CS2791  NAD 27      -  32 43 56.87700(N)    096 40 54.59400(W) AD(       ) 3
 CS2791
 CS2791.Superseded values are not recommended for survey control.
 CS2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2791.See file dsdata.txt to determine how the superseded data were derived.
 CS2791
 CS2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1720324019(NAD 83)
 CS2791_MARKER: 53 = ELEVATED TANK
 CS2791
 CS2791  HISTORY     - Date     Condition        Report By
 CS2791  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2791  HISTORY     - 1958     GOOD             CGS
 CS2791  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2791
 CS2791                          STATION DESCRIPTION
 CS2791
 CS2791'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2791'THE STATION IS LOCATED IN THE SOUTH PART OF THE TOWN OF
 CS2791'PLEASANT GROVE ABOUT 100 YARDS EAST OF THE CENTERLINE OF
 CS2791'LOOP 12.
 CS2791'
 CS2791'THE TANK IS OF STEEL CONSTRUCTION, 150 FEET HIGH, FOUR-LEGGED,
 CS2791'30 FEET WIDE AT THE BASE AND PAINTED GRAY.
 CS2791'
 CS2791'THE POINT INTERSECTED WAS THE APEX OF THE TOP OF THE TANK.
 CS2791'
 CS2791'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON LOOP 12 IN
 CS2791'PLEASANT GROVE, GO SOUTH 1 BLOCK ON LOOP 12 TO ROAD LEFT.
 CS2791'TURN LEFT AND GO EAST 1/2 BLOCK TO THE STATION ON THE RIGHT.
 CS2791
 CS2791                          STATION RECOVERY (1958)
 CS2791
 CS2791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2791'THIS INTERSECTION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2791
 CS2791                          STATION RECOVERY (1985)
 CS2791
 CS2791'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1138 ***********************************************************************
 CR1138  DESIGNATION -  PLEASANT HILL
 CR1138  PID         -  CR1138
 CR1138  STATE/COUNTY-  TX/HARRISON
 CR1138  USGS QUAD   -  EASTON (1983)
 CR1138
 CR1138                         *CURRENT SURVEY CONTROL
 CR1138  ___________________________________________________________________
 CR1138* NAD 83(1993)-  32 26 24.11471(N)    094 32 54.51186(W)     ADJUSTED  
 CR1138* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 CR1138  ___________________________________________________________________
 CR1138  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CR1138  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR1138
 CR1138  HORZ ORDER  -  FIRST
 CR1138
 CR1138.The horizontal coordinates were established by classical geodetic methods
 CR1138.and adjusted by the National Geodetic Survey in February 1996..
 CR1138
 CR1138.The orthometric height was scaled from a topographic map.
 CR1138
 CR1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1138
 CR1138.The geoid height was determined by GEOID03.
 CR1138
 CR1138;                    North         East     Units Scale Factor Converg.
 CR1138;SPC TXNC     - 2,092,746.721   971,483.769   MT  0.99992919   +2 09 18.5
 CR1138;SPC TXNC     - 6,865,953.20  3,187,276.33   sFT  0.99992919   +2 09 18.5
 CR1138;UTM  15      - 3,590,266.913   354,433.464   MT  0.99986130   -0 49 50.8
 CR1138
 CR1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1138!SPC TXNC     -   0.99998734  x   0.99992919  =   0.99991654
 CR1138!UTM  15      -   0.99998734  x   0.99986130  =   0.99984865
 CR1138
 CR1138|---------------------------------------------------------------------|
 CR1138| PID    Reference Object                     Distance      Geod. Az  |
 CR1138|                                                           dddmmss.s |
 CR1138| CX6078 PLEASANT HILL RM 1                   28.775 METERS 08131     |
 CR1138| CX6079 PLEASANT HILL RM 2                   28.569 METERS 19204     |
 CR1138| CX6077 PLEASANT HILL AZ MK                                3081200.1 |
 CR1138|---------------------------------------------------------------------|
 CR1138
 CR1138                          SUPERSEDED SURVEY CONTROL
 CR1138
 CR1138  NAD 83(1986)-  32 26 24.12316(N)    094 32 54.50040(W) AD(       ) 1
 CR1138  NAD 27      -  32 26 23.58020(N)    094 32 53.76890(W) AD(       ) 1
 CR1138
 CR1138.Superseded values are not recommended for survey control.
 CR1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1138.See file dsdata.txt to determine how the superseded data were derived.
 CR1138
 CR1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR5443390267(NAD 83)
 CR1138_MARKER: DS = TRIANGULATION STATION DISK
 CR1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1138
 CR1138  HISTORY     - Date     Condition        Report By
 CR1138  HISTORY     - 1950     MONUMENTED       CGS
 CR1138  HISTORY     - 1956     GOOD             CGS
 CR1138  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 CR1138
 CR1138                          STATION DESCRIPTION
 CR1138
 CR1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1138'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF
 CR1138'HALLSVILLE IN THE NORTHWEST CORNER OF THE PLEASANT HILL
 CR1138'SCHOOLHOUSE YARD.  STATION IS 75 FEET WEST NORTHWEST OF
 CR1138'THE NORTHWEST CORNER OF SCHOOLHOUSE, 55 FEET EAST OF THE
 CR1138'APPROXIMATE CENTERLINE OF GRAVEL ROAD, 43 FEET EAST SOUTHEAST
 CR1138'OF FENCE CORNER, 24 FEET NORTHEAST OF WELL AND 22 FEET SOUTH
 CR1138'SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 CR1138'AND THE DISK IS STAMPED PLEASANT HILL 1950.
 CR1138'
 CR1138'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF SCHOOLHOUSE AND 9
 CR1138'FEET SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 CR1138'THE DISK IS STAMPED PLEASANT HILL NO 1 1950.
 CR1138'
 CR1138'REFERENCE MARK NO. 2 IS 33 FEET EAST OF THE APPROXIMATE
 CR1138'CENTERLINE OF GRAVEL ROAD.  THE MARK PROJECTS ABOUT 4 INCHES
 CR1138'AND THE DISK IS STAMPED PLEASANT HILL NO 2 1950.
 CR1138'
 CR1138'AZIMUTH MARK IS 20 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 CR1138'OF GRAVEL ROAD AND 3.5 WEST OF WITNESS POST.  THE MARK PROJECTS
 CR1138'ABOUT 6 INCHES AND THE DISK IS STAMPED PLEASANT HILL 1950.
 CR1138'
 CR1138'TO REACH FROM THE STOP LIGHT ON U.S. HIGHWAY 80 IN HALLSVILLE
 CR1138'GO SOUTH ON MAIN GRAVEL ROAD FOR 4.0 MILES TO CROSSROADS.
 CR1138'CONTINUE SOUTH AND EAST ON MAIN ROAD FOR 1.65 MILES TO AZIMUTH
 CR1138'MARK ON RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.  CONTINUE
 CR1138'EAST FOR 0.35 MILE TO CROSSROADS.  TURN RIGHT AND GO SOUTH
 CR1138'FOR 0.25 MILE TO STATION AND SCHOOL HOUSE ON LEFT OR EAST
 CR1138'SIDE OF ROAD AS DESCRIBED.
 CR1138'
 CR1138'A 74 FOOT SIGNAL AT STATION HALLSVILLE IS V.G.
 CR1138'
 CR1138'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CR1138
 CR1138                          STATION RECOVERY (1956)
 CR1138
 CR1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1138'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARKER
 CR1138'WERE RECOVERED IN EXCELLENT CONDITION AS DESCRIBED.  DIRECTIONS
 CR1138'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1138
 CR1138                          STATION RECOVERY (2001)
 CR1138
 CR1138'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CR1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1836 ***********************************************************************
 AY1836  DESIGNATION -  PLEASANTON
 AY1836  PID         -  AY1836
 AY1836  STATE/COUNTY-  TX/ATASCOSA
 AY1836  USGS QUAD   -  LEMING (1984)
 AY1836
 AY1836                         *CURRENT SURVEY CONTROL
 AY1836  ___________________________________________________________________
 AY1836* NAD 83(1993)-  29 00 41.24291(N)    098 28 37.60858(W)     ADJUSTED  
 AY1836* NAVD 88     -       131.4    (meters)     431.     (feet)  VERTCON   
 AY1836  ___________________________________________________________________
 AY1836  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AY1836  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AY1836
 AY1836  HORZ ORDER  -  SECOND
 AY1836
 AY1836.The horizontal coordinates were established by classical geodetic methods
 AY1836.and adjusted by the National Geodetic Survey in February 1996..
 AY1836
 AY1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1836
 AY1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1836
 AY1836.The geoid height was determined by GEOID03.
 AY1836
 AY1836;                    North         East     Units Scale Factor Converg.
 AY1836;SPC TXSC     - 4,130,681.742   650,937.541   MT  0.99987907   +0 15 22.2
 AY1836;SPC TXSC     -13,552,078.35  2,135,617.58   sFT  0.99987907   +0 15 22.2
 AY1836;UTM  14      - 3,209,367.581   550,923.871   MT  0.99963200   +0 15 13.0
 AY1836
 AY1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1836!SPC TXSC     -   0.99998333  x   0.99987907  =   0.99986240
 AY1836!UTM  14      -   0.99998333  x   0.99963200  =   0.99961534
 AY1836
 AY1836|---------------------------------------------------------------------|
 AY1836| PID    Reference Object                     Distance      Geod. Az  |
 AY1836|                                                           dddmmss.s |
 AY1836| AY1835 PLEASANTON RM 1                       8.903 METERS 14944     |
 AY1836| CV5133 PLEASANTON AZ MK                                   1854352.2 |
 AY1836| CV5134 PLEASANTON RM 2                      11.679 METERS 20429     |
 AY1836| AY1939 POTEET NEW MUN TANK                 APPROX.11.0 KM 2914928.1 |
 AY1836|---------------------------------------------------------------------|
 AY1836
 AY1836                          SUPERSEDED SURVEY CONTROL
 AY1836
 AY1836  NAD 83(1986)-  29 00 41.24849(N)    098 28 37.58752(W) AD(       ) 2
 AY1836  NAD 27      -  29 00 40.35784(N)    098 28 36.53128(W) AD(       ) 2
 AY1836  NGVD 29 (07/19/86)  131.4    (m)          431.     (f) VERT ANG       
 AY1836
 AY1836.Superseded values are not recommended for survey control.
 AY1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1836.See file dsdata.txt to determine how the superseded data were derived.
 AY1836
 AY1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5092409368(NAD 83)
 AY1836_MARKER: DH = HORIZONTAL CONTROL DISK
 AY1836_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AY1836_SP_SET: CONCRETE MEDIAN
 AY1836_STAMPING: PLEASANTON 1975
 AY1836_MARK LOGO: NGS   
 AY1836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1836
 AY1836  HISTORY     - Date     Condition        Report By
 AY1836  HISTORY     - 1975     MONUMENTED       NGS
 AY1836  HISTORY     - 19930323 GOOD             USPSQD
 AY1836  HISTORY     - 19970418 GOOD             USPSQD
 AY1836
 AY1836                          STATION DESCRIPTION
 AY1836
 AY1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AY1836'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF JOURDANTON,
 AY1836'5-1/2 MILES EAST-SOUTHEAST OF POTEET AND 2-1/2 MILES NORTH OF
 AY1836'PLEASANTON.  IT IS ON STATE HIGHWAY RIGHT-OF-WAY, PERMIT GRANTED
 AY1836'BY MR. R.E. STOTZER JR. DISTRICT ENGINEER, TEXAS HIGHWAY
 AY1836'DEPARTMENT, POST OFFICE BOX 29928, SAN ANTONIO, TEXAS 78284.
 AY1836'
 AY1836'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND FARM ROAD
 AY1836'242 IN THE NORTH EDGE OF PLEASANTON, GO NORTH ON U.S. HIGHWAY 281
 AY1836'FOR 2.15 MILES TO THE AZIMUTH MARK ON THE LEFT, SET IN THE
 AY1836'CONCRETE MEDIAN JUST BEFORE A CROSSOVER ROAD.  CONTINUE NORTH
 AY1836'ON HIGHWAY FOR 0.4 MILE TO THE STATION ON THE RIGHT, EAST SIDE
 AY1836'OF U.S. HIGHWAY 281 AND THE NORTH SIDE OF FARM ROAD 3006, AS
 AY1836'DESCRIBED.
 AY1836'
 AY1836'STATION MARK A STANDARD DISK STAMPED PLEASANTON 1975.  THE
 AY1836'DISK IS CEMENTED FLUSH IN DRILL HOLE OF THE CONCRETE MEDIAN.  IT
 AY1836'IS 48 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF
 AY1836'U.S. HIGHWAY 281, 48 FEET NORTH OF THE CENTER LINE OF THE WEST
 AY1836'BOUND LANE OF FARM ROAD 3006 AND 15 FEET SOUTH OF THE APPROXIMATE
 AY1836'CENTER OF AN ACCESS ROAD TO U.S. HIGHWAY 281 NORTH.
 AY1836'
 AY1836'REFERENCE MARK 1, A STANDARD DISK STAMPED PLEASANTON NO 1
 AY1836'1975.  THE DISK IS CEMENTED FLUSH IN DRILL HOLE OF THE CONCRETE
 AY1836'MEDIAN.  IT IS 38.7 FEET EAST-NORTHEAST OF A STOP SIGN, 27.3
 AY1836'FEET WEST-SOUTHWEST OF MEDIAN MARKER POST AND 27 FEET NORTH OF
 AY1836'THE APPROXIMATE CENTER OF FARM ROAD 3006.
 AY1836'
 AY1836'REFERENCE MARK 2, A STANDARD DISK STAMPED PLEASANTON NO 2
 AY1836'1975.  THE DISK IS CEMENTED FLUSH IN DRILL HOLE OF THE CONCRETE
 AY1836'MEDIAN.  IT IS 45.2 FEET SOUTH OF MEDIAN MARKER POST, 31 FEET
 AY1836'EAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 AY1836'281 AND 14.7 FEET NORTH OF STOP SIGN POST.
 AY1836'
 AY1836'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED
 AY1836'PLEASANTON AZ 1975.  THE DISK IS CEMENTED FLUSH IN DRILL HOLE
 AY1836'OF THE CONCRETE MEDIAN.  IT IS 28 FEET SOUTH OF THE NORTH END
 AY1836'OF THE CURB OF THE CROSSOVER ROAD, 20.5 FEET WEST OF THE CENTER
 AY1836'LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 281, 20 FEET EAST
 AY1836'OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 AY1836'281 AND 6 FEET NORTHEAST OF A METAL MEDIAN MARKER POST.
 AY1836'
 AY1836'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 AY1836
 AY1836                          STATION RECOVERY (1993)
 AY1836
 AY1836'RECOVERY NOTE BY US POWER SQUADRON 1993 (GGB)
 AY1836'RECOVERED AS DESCRIBED.
 AY1836
 AY1836                          STATION RECOVERY (1997)
 AY1836
 AY1836'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0577 ***********************************************************************
 AO0577  DESIGNATION -  PLEASANTON ATT MICROWAVE
 AO0577  PID         -  AO0577
 AO0577  STATE/COUNTY-  TX/ATASCOSA
 AO0577  USGS QUAD   -  PLEASANTON (1985)
 AO0577
 AO0577                         *CURRENT SURVEY CONTROL
 AO0577  ___________________________________________________________________
 AO0577* NAD 83(1993)-  28 54 00.54953(N)    098 25 19.35840(W)     ADJUSTED  
 AO0577* NAVD 88     -                                                        
 AO0577  ___________________________________________________________________
 AO0577  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AO0577  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AO0577
 AO0577  HORZ ORDER  -  THIRD
 AO0577
 AO0577.The horizontal coordinates were established by classical geodetic methods
 AO0577.and adjusted by the National Geodetic Survey in February 1996..
 AO0577
 AO0577
 AO0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0577
 AO0577.The geoid height was determined by GEOID03.
 AO0577
 AO0577;                    North         East     Units Scale Factor Converg.
 AO0577;SPC TXSC     - 4,118,372.207   656,363.110   MT  0.99989183   +0 16 59.3
 AO0577;SPC TXSC     -13,511,692.82  2,153,417.97   sFT  0.99989183   +0 16 59.3
 AO0577;UTM  14      - 3,197,060.817   556,347.402   MT  0.99963918   +0 16 45.6
 AO0577
 AO0577                          SUPERSEDED SURVEY CONTROL
 AO0577
 AO0577  NAD 83(1986)-  28 54 00.55477(N)    098 25 19.33561(W) AD(       ) 4
 AO0577  NAD 27      -  28 53 59.64366(N)    098 25 18.28013(W) AD(       ) 3
 AO0577
 AO0577.Superseded values are not recommended for survey control.
 AO0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0577.See file dsdata.txt to determine how the superseded data were derived.
 AO0577
 AO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS5634797061(NAD 83)
 AO0577_MARKER: 45 = MICROWAVE TOWER
 AO0577
 AO0577  HISTORY     - Date     Condition        Report By
 AO0577  HISTORY     - 1975     FIRST OBSERVED   NGS
 AO0577  HISTORY     - 19970418 GOOD             USPSQD
 AO0577
 AO0577                          STATION DESCRIPTION
 AO0577
 AO0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 AO0577'PLEASANTON, AMERICAN TELEPHONE AND TELEGRAPH COMPANY, MICROWAVE
 AO0577'KSL 28 TOWER IS A 4 LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY
 AO0577'RED AND WHITE, 160 FEET HIGH, AND HAS 4 LARGE REFLECTORS AT
 AO0577'THE TOP.
 AO0577'
 AO0577'THE TOWER IS LOCATED ABOUT 6 MILES SOUTHEAST OF PLEASANTON.
 AO0577'
 AO0577'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 281 AND STATE
 AO0577'HIGHWAY 97 IN THE SOUTH EDGE OF PLEASANTON, GO SOUTHERLY ON
 AO0577'HIGHWAY 281 FOR 5.7 MILES TO THE TOWER ON THE RIGHT.
 AO0577'
 AO0577'STATION IS THE TOP CENTER OF THE TOWER.
 AO0577'
 AO0577'NOTE--THERE IS A LIGHT ON THE TOWER, BUT IS NOT IN USE AS
 AO0577'THE TOWER IS UNDER 200 FEET HIGH.
 AO0577
 AO0577                          STATION RECOVERY (1997)
 AO0577
 AO0577'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4296 ***********************************************************************
 AW4296  DESIGNATION -  PLEDGER
 AW4296  PID         -  AW4296
 AW4296  STATE/COUNTY-  TX/MATAGORDA
 AW4296  USGS QUAD   -  PLEDGER (1980)
 AW4296
 AW4296                         *CURRENT SURVEY CONTROL
 AW4296  ___________________________________________________________________
 AW4296* NAD 83(1993)-  29 10 51.70052(N)    095 54 35.57521(W)     ADJUSTED  
 AW4296* NAVD 88     -        20.65   (+/-2cm)      67.7    (feet)  VERTCON   
 AW4296  ___________________________________________________________________
 AW4296  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AW4296  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW4296
 AW4296  HORZ ORDER  -  FIRST
 AW4296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4296
 AW4296.The horizontal coordinates were established by classical geodetic methods
 AW4296.and adjusted by the National Geodetic Survey in February 1996..
 AW4296
 AW4296.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4296.The vertical order pertains to the NGVD 29 superseded value.
 AW4296
 AW4296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4296
 AW4296.The geoid height was determined by GEOID03.
 AW4296
 AW4296;                    North         East     Units Scale Factor Converg.
 AW4296;SPC TXSC     - 4,153,330.474   900,496.601   MT  0.99986683   +1 30 50.0
 AW4296;SPC TXSC     -13,626,385.06  2,954,379.27   sFT  0.99986683   +1 30 50.0
 AW4296;UTM  15      - 3,231,547.905   217,008.660   MT  1.00058834   -1 25 11.0
 AW4296
 AW4296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4296!SPC TXSC     -   1.00000101  x   0.99986683  =   0.99986784
 AW4296!UTM  15      -   1.00000101  x   1.00058834  =   1.00058935
 AW4296
 AW4296:                Primary Azimuth Mark                     Grid Az
 AW4296:SPC TXSC     -  NEW GULF MUNICIPAL TANK                  004 02 04.5
 AW4296:UTM  15      -  NEW GULF MUNICIPAL TANK                  006 58 05.5
 AW4296
 AW4296|---------------------------------------------------------------------|
 AW4296| PID    Reference Object                     Distance      Geod. Az  |
 AW4296|                                                           dddmmss.s |
 AW4296| AW6883 NEW GULF MUNICIPAL TANK             APPROX. 8.4 KM 0053254.5 |
 AW4296| AW6884 NEW GULF TEX SULPHUR CO N STK       APPROX. 9.3 KM 0062910.5 |
 AW4296| AW6885 NEW GULF TEX SULPHUR CO S STK       APPROX. 9.2 KM 0063145.9 |
 AW4296| AW4297 PLEDGER RM 1                         36.980 METERS 14154     |
 AW4296| CV6670 PLEDGER AZ MK                                      1440945.5 |
 AW4296| AM0535 BAY CITY RAD STA KIOX CEN TWR       APPROX.20.5 KM 1803940.7 |
 AW4296| AM0532 BAY CITY EAST MUNICIPAL TANK        APPROX.22.4 KM 1901801.6 |
 AW4296| AM0534 BAY CITY WEST MUNICIPAL TANK        APPROX.22.8 KM 1935121.9 |
 AW4296| AM0536 BAY CITY SW BELL TEL RAD TOWER      APPROX.21.4 KM 1964632.5 |
 AW4296| AW4298 PLEDGER RM 2                         43.974 METERS 22842     |
 AW4296| AW6886 BOLING MUNICIPAL TANK               APPROX. 9.9 KM 3412039.1 |
 AW4296|---------------------------------------------------------------------|
 AW4296
 AW4296                          SUPERSEDED SURVEY CONTROL
 AW4296
 AW4296  NAD 83(1986)-  29 10 51.71180(N)    095 54 35.55870(W) AD(       ) 1
 AW4296  NAD 27      -  29 10 50.80900(N)    095 54 34.72500(W) AD(       ) 1
 AW4296  NGVD 29 (??/??/92)   20.660  (m)           67.78   (f) ADJ UNCH    2 0
 AW4296
 AW4296.Superseded values are not recommended for survey control.
 AW4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4296.See file dsdata.txt to determine how the superseded data were derived.
 AW4296
 AW4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1700931548(NAD 83)
 AW4296_MARKER: DB = BENCH MARK DISK
 AW4296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4296_STAMPING: PLEDGER 1935
 AW4296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4296+STABILITY: SURFACE MOTION
 AW4296
 AW4296  HISTORY     - Date     Condition        Report By
 AW4296  HISTORY     - 1935     MONUMENTED       CGS
 AW4296  HISTORY     - 1937     GOOD             CGS
 AW4296  HISTORY     - 1943     GOOD             CGS
 AW4296  HISTORY     - 1943     GOOD             NGS
 AW4296  HISTORY     - 1952     GOOD             CGS
 AW4296  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4296  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4296
 AW4296                          STATION DESCRIPTION
 AW4296
 AW4296'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW4296'THIS STATION IS LOCATED IN THE VILLAGE OF PLEDGER, A SMALL
 AW4296'TOWN ABOUT 15 MILES SE OF WHARTON.  THE MARK IS SET NEAR THE NE
 AW4296'CORNER OF THE SCHOOL GROUNDS, ABOUT 200 YARDS SW OF THE RAILROAD
 AW4296'STATION, 1 BLOCK W OF THE HIGHWAY, MAIN STREET, AND IS 77 FEET
 AW4296'NW OF THE NW CORNER OF A SMALL WHITE BUNGALOW, 49 FEET W OF FENCE
 AW4296'ALONG THE E EDGE OF THE SCHOOL GROUNDS, 198 FEET NE OF THE NE
 AW4296'CORNER OF THE SCHOOLHOUSE, ABOUT 50 FEET SE OF CANEY CREEK.
 AW4296'MARK IS SET FLUSH WITH THE GROUND.
 AW4296'
 AW4296'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW4296'BRONZE DISKS SET IN CONCRETE.
 AW4296'
 AW4296'REFERENCE MARK NO. 1 IS SSE OF THE STATION ON THE E EDGE OF THE
 AW4296'YARD, 1 FOOT W OF THE FENCE LINE AND PROJECTS 7 INCHES.  REFERENCE
 AW4296'MARK NO. 2 IS WSW OF THE STATION, 7 FEET NE OF A CHINABERRY TREE,
 AW4296'75 FEET N OF THE NE CORNER OF THE SCHOOLHOUSE, AND IS FLUSH WITH
 AW4296'THE GROUND.
 AW4296'
 AW4296'AZIMUTH MARK IS SSE OF THE STATION ON THE E EDGE OF THE RIGHT-OF-WAY
 AW4296'OF THE HIGHWAY, 1 FOOT W OF FENCE LINE, ABOUT 140 FEET N OF HOUSE,
 AW4296'30 FEET E OF THE CENTER LINE OF THE ROAD AND PROJECTS 5 INCHES.
 AW4296'
 AW4296'A 90-FOOT TOWER WAS USED.
 AW4296'
 AW4296'ALL LIGHTS COME INTO VIEW AT 120 FEET.
 AW4296
 AW4296                          STATION RECOVERY (1937)
 AW4296
 AW4296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WLG)
 AW4296'DESCRIPTION AS GIVEN BY C.A.S., SATISFACTORY.  REFERENCE DISKS
 AW4296'1 AND 2 AND AZIMUTH MARKER IN GOOD CONDITION.  STATION MARKER--THE
 AW4296'DISK HAS BEEN MUTILATED BY A BLUNT INSTRUMENT (STRUCK 5 TIMES).
 AW4296'ALL CHARACTERS ARE INTACT.
 AW4296'
 AW4296'DESCRIPTION ON REFERENCE DISK NO. 2 SHOULD READ--R.M. 2 IS WSW OF
 AW4296'THE STATION.  7 FEET NE OF A 24-INCH HACKBERRY TREE.
 AW4296
 AW4296                          STATION RECOVERY (1943)
 AW4296
 AW4296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AW4296'STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 AW4296'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AW4296'
 AW4296'STATION IS ABOUT 15 MILES SE OF WHARTON, AT THE NE CORNER OF
 AW4296'PLEDGER SCHOOL GROUNDS, ABOUT 0.1 MILE SW OF THE RAILROAD STATION
 AW4296'AND ABOUT 200 FEET NE OF THE NE CORNER OF THE SCHOOL BUILDING.
 AW4296'IT IS 77.0 FEET NW OF THE NW CORNER OF WHITE BUNGALOW, 50 FEET
 AW4296'SE OF THE SE BANK OF CANEY CREEK, 12 FEET E OF THE E SCHOOL YARD
 AW4296'FENCE AND AT THE N END OF A DEAD-END STREET.  IT IS
 AW4296'STAMPED PLEDGER 1935.  THE TOP OF THE MONUMENT IS FLUSH WITH
 AW4296'THE GROUND.
 AW4296'
 AW4296'R.M. 1 IS ABOUT 174 FEET E OF THE NE CORNER OF SCHOOL
 AW4296'BUILDING, 121.3 FEET SE OF THE STATION, 133 FEET N OF THE CENTER
 AW4296'LINE OF E-W STREET, 12 FEET S OF A POWER-LINE POLE AND 1.0 FOOT W
 AW4296'OF A WOVEN-WIRE FENCE.  IT IS STAMPED PLEDGER NO. 1 1935.  THE
 AW4296'MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AW4296'
 AW4296'R.M. 2 IS 144.3 FEET SW OF THE STATION, 70 FEET
 AW4296'N OF THE NE CORNER OF THE SCHOOL BUILDING, ABOUT 50 FEET SE OF THE
 AW4296'SE BANK OF CANEY CREEK AND 6.0 FEET NE OF A LARGE TREE.  IT IS
 AW4296'STAMPED PLEDGER NO. 2 1935.  THE TOP OF THE MONUMENT IS FLUSH
 AW4296'WITH THE GROUND.
 AW4296'
 AW4296'AZIMUTH MARK IS ABOUT 0.3 MILE S OF THE STATION,
 AW4296'ALONG CONCRETE HALF-SLAB ROAD AND ABOUT 200 FEET N OF A CONCRETE
 AW4296'CULVERT, 125 FEET E OF THE SOUTHERN PACIFIC RAILROAD TRACKS,
 AW4296'41 FEET E OF THE CENTER LINE OF CONCRETE HALF-SLAB ROAD, IN
 AW4296'FENCE LINE AND 11 FEET N OF POWER-LINE POLE.  IT IS STAMPED
 AW4296'PLEDGER AZIMUTH 1935.
 AW4296
 AW4296                          STATION RECOVERY (1943)
 AW4296
 AW4296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4296'IN PLEDGER.
 AW4296'STATION IS ONE BLOCK WEST OF THE MAIN NORTH-SOUTH HIGHWAY, AT THE
 AW4296'NORTHEAST CORNER OF THE PLEDGER SCHOOL GROUNDS AT PLEDGER.  IT IS
 AW4296'200.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 AW4296'77.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE RESIDENCE
 AW4296'HOUSE, 50.0 FEET SOUTHEAST OF THE SOUTHEAST BANK OF CANEY CREEK, 12.0
 AW4296'FEET EAST OF THE EAST SCHOOL-YARD FENCE AND AT THE NORTH END OF A DEAD
 AW4296'END STREET.  MONUMENT IS FLUSH WITH THE TOP OF GROUND, AND SET IN THE
 AW4296'TOP OF A CONCRETE POST.  A STANDARD TRIANGULATION-STATION DISK.
 AW4296
 AW4296                          STATION RECOVERY (1952)
 AW4296
 AW4296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW4296'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 AW4296'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 AW4296'DISCREPANCY WAS FOUND IN THE DIRECTION OF BOTH REFERENCE MARKS
 AW4296'AND THE AZIMUTH MARK.
 AW4296'
 AW4296'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AW4296'
 AW4296'THE STATION IS LOCATED IN THE VILLAGE OF PLEDGER, 198 FEET
 AW4296'NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOLHOUSE, 110 FEET
 AW4296'NORTHWEST OF A POWERLINE POLE, 77.5 FEET WEST-NORTHWEST OF THE
 AW4296'NORTHWEST CORNER OF A HOUSE, 21 FEET WEST OF THE CENTER OF A
 AW4296'GRAVELED ROAD AND 1 FOOT NORTH OF A WITNESS POST.  IT IS STAMPED
 AW4296'PLEDGER 1935 AND SET FLUSH WITH THE GROUND.
 AW4296'
 AW4296'REFERENCE MARK 1 IS 31 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 AW4296'AND 12 FEET SOUTH OF A POWERLINE POLE.  IT IS STAMPED PLEDGER
 AW4296'NO 1 1935 AND PROJECTS 6 INCHES.
 AW4296'
 AW4296'REFERENCE MARK 2 IS 74 FEET NORTH-NORTHEAST OF THE NORTHEAST
 AW4296'CORNER OF A SCHOOLHOUSE AND 5 FEET EAST OF A LARGE TREE.  IT IS
 AW4296'STAMPED PLEDGER NO 2 1935 AND SET FLUSH WITH THE GROUND.
 AW4296'
 AW4296'THE DISTANCE BETWEEN REFERENCE MARKS IS 183.2 FEET.
 AW4296'
 AW4296'THE AZIMUTH MARK IS LOCATED 0.1 MILE EAST AND 0.2 MILE SOUTH OF
 AW4296'THE STATION AND ON THE EAST RIGHT-OF-WAY OF A HARD-SURFACED ROAD.
 AW4296'IT IS 90 FEET NORTH OF THE CENTER OF A FARM DRIVEWAY, 40 FEET EAST
 AW4296'OF THE CENTER OF A HARD-SURFACED ROAD, 11 FEET NORTH OF A
 AW4296'POWERLINE POLE AND 1 FOOT NORTH OF A WITNESS POST.  IT IS A
 AW4296'STANDARD REFERENCE MARK DISK STAMPED PLEDGER 1935 AZIMUTH AND
 AW4296'PROJECTS 3 INCHES.
 AW4296
 AW4296                          STATION RECOVERY (1999)
 AW4296
 AW4296'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4296'MARK NOT FOUND.
 AW4296
 AW4296                          STATION RECOVERY (2004)
 AW4296
 AW4296'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4296'GRASS WAS TOO HIGH TO FIND THE MARK.  THE ONE ROOM SCHOOL HOUSE IS NOT
 AW4296'IN USE TODAY. NO ONE CUTS THE GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4295 ***********************************************************************
 AW4295  DESIGNATION -  PLEDGER AZ
 AW4295  PID         -  AW4295
 AW4295  STATE/COUNTY-  TX/MATAGORDA
 AW4295  USGS QUAD   -  PLEDGER (1980)
 AW4295
 AW4295                         *CURRENT SURVEY CONTROL
 AW4295  ___________________________________________________________________
 AW4295* NAD 83(1986)-  29 10 43.     (N)    095 54 26.     (W)     SCALED    
 AW4295* NAVD 88     -        18.79   (+/-2cm)      61.6    (feet)  VERTCON   
 AW4295  ___________________________________________________________________
 AW4295  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW4295
 AW4295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4295
 AW4295.The horizontal coordinates were scaled from a topographic map and have
 AW4295.an estimated accuracy of +/- 6 seconds.
 AW4295
 AW4295.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4295.The vertical order pertains to the NGVD 29 superseded value.
 AW4295
 AW4295.The geoid height was determined by GEOID03.
 AW4295
 AW4295;                    North         East    Units  Estimated Accuracy
 AW4295;SPC TXSC     - 4,153,070.      900,760.      MT  (+/- 180 meters Scaled)
 AW4295
 AW4295                          SUPERSEDED SURVEY CONTROL
 AW4295
 AW4295  NGVD 29 (??/??/92)   18.800  (m)           61.68   (f) ADJ UNCH    2 0
 AW4295
 AW4295.Superseded values are not recommended for survey control.
 AW4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4295.See file dsdata.txt to determine how the superseded data were derived.
 AW4295
 AW4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN172312(NAD 83)
 AW4295_MARKER: DB = BENCH MARK DISK
 AW4295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4295_STAMPING: PLEDGER AZIMUTH 1935
 AW4295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4295+STABILITY: SURFACE MOTION
 AW4295
 AW4295  HISTORY     - Date     Condition        Report By
 AW4295  HISTORY     - 1935     MONUMENTED       CGS
 AW4295  HISTORY     - 1943     GOOD             NGS
 AW4295  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4295  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4295
 AW4295                          STATION DESCRIPTION
 AW4295
 AW4295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4295'IN PLEDGER.
 AW4295'REFERENCE MARK IS ALONG CONCRETE HALF-SLAB ROAD, ABOUT 0.3 MILE SOUTH
 AW4295'OF THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  IT IS ABOUT 200.0 FEET
 AW4295'NORTH OF A CONCRETE CULVERT IN HALF-SLAB ROAD, 125.0 FEET EAST OF THE
 AW4295'CENTERLINE OF THE SOUTHERN PACIFIC RAILROAD TRACK, 41.0 FEET EAST OF
 AW4295'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HALF-SLAB ROAD,
 AW4295'11.0 FEET NORTH OF A POWER LINE POLE WITH TRANSFORMER AND BRACE WIRE,
 AW4295'AND IN FENCE LINE ON EAST SIDE OF HALF-SLAB ROAD.  MONUMENT PROJECTS
 AW4295'ABOUT 0.6 FOOT, AND SET IN A CONCRETE POST.
 AW4295
 AW4295                          STATION RECOVERY (1999)
 AW4295
 AW4295'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4295'MARK NOT FOUND.
 AW4295
 AW4295                          STATION RECOVERY (2004)
 AW4295
 AW4295'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4295'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4297 ***********************************************************************
 AW4297  DESIGNATION -  PLEDGER RM 1
 AW4297  PID         -  AW4297
 AW4297  STATE/COUNTY-  TX/MATAGORDA
 AW4297  USGS QUAD   -  PLEDGER (1980)
 AW4297
 AW4297                         *CURRENT SURVEY CONTROL
 AW4297  ___________________________________________________________________
 AW4297* NAD 83(1986)-  29 10 51.     (N)    095 54 35.     (W)     SCALED    
 AW4297* NAVD 88     -        20.56   (+/-2cm)      67.5    (feet)  VERTCON   
 AW4297  ___________________________________________________________________
 AW4297  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW4297
 AW4297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4297
 AW4297.The horizontal coordinates were scaled from a topographic map and have
 AW4297.an estimated accuracy of +/- 6 seconds.
 AW4297
 AW4297.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4297.The vertical order pertains to the NGVD 29 superseded value.
 AW4297
 AW4297.The geoid height was determined by GEOID03.
 AW4297
 AW4297;                    North         East    Units  Estimated Accuracy
 AW4297;SPC TXSC     - 4,153,310.      900,510.      MT  (+/- 180 meters Scaled)
 AW4297
 AW4297                          SUPERSEDED SURVEY CONTROL
 AW4297
 AW4297  NGVD 29 (??/??/92)   20.569  (m)           67.48   (f) ADJ UNCH    2 0
 AW4297
 AW4297.Superseded values are not recommended for survey control.
 AW4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4297.See file dsdata.txt to determine how the superseded data were derived.
 AW4297
 AW4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN170315(NAD 83)
 AW4297_MARKER: DB = BENCH MARK DISK
 AW4297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4297_STAMPING: PLEDGER NO. 1 1935
 AW4297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4297+STABILITY: SURFACE MOTION
 AW4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4297+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4297
 AW4297  HISTORY     - Date     Condition        Report By
 AW4297  HISTORY     - 1935     MONUMENTED       CGS
 AW4297  HISTORY     - 1943     GOOD             NGS
 AW4297  HISTORY     - 19990818 GOOD             USPSQD
 AW4297  HISTORY     - 20041118 GOOD             USPSQD
 AW4297
 AW4297                          STATION DESCRIPTION
 AW4297
 AW4297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4297'IN PLEDGER.
 AW4297'REFERENCE MARK IS ONE BLOCK WEST OF THE MAIN NORTH-SOUTH HIGHWAY, NEAR
 AW4297'THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  IT IS 174.0 FEET EAST OF THE
 AW4297'NORTHEAST CORNER OF THE SCHOOL BUILDING, 121.3 FEET SOUTHEAST OF
 AW4297'TRIANGULATION STATION PLEDGER, 133.0 FEET NORTH OF THE CENTERLINE OF
 AW4297'AN EAST-WEST STREET, 12.0 FEET SOUTH OF A POWER LINE POLE AND 1.0 FOOT
 AW4297'WEST OF A WOVEN-WIRE FENCE.  MONUMENT PROJECTS ABOUT 0.5 FOOT, AND SET
 AW4297'IN A CONCRETE POST.  A STANDARD REFERENCE-MARK DISK.
 AW4297
 AW4297                          STATION RECOVERY (1999)
 AW4297
 AW4297'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4297'RECOVERED IN GOOD CONDITION.
 AW4297
 AW4297                          STATION RECOVERY (2004)
 AW4297
 AW4297'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4297'GRASS WAS WELL CUT AND THE MARK EXPOSED. VERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4298 ***********************************************************************
 AW4298  DESIGNATION -  PLEDGER RM 2
 AW4298  PID         -  AW4298
 AW4298  STATE/COUNTY-  TX/MATAGORDA
 AW4298  USGS QUAD   -  PLEDGER (1980)
 AW4298
 AW4298                         *CURRENT SURVEY CONTROL
 AW4298  ___________________________________________________________________
 AW4298* NAD 83(1986)-  29 10 51.     (N)    095 54 35.     (W)     SCALED    
 AW4298* NAVD 88     -        20.30   (+/-2cm)      66.6    (feet)  VERTCON   
 AW4298  ___________________________________________________________________
 AW4298  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW4298
 AW4298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4298
 AW4298.The horizontal coordinates were scaled from a topographic map and have
 AW4298.an estimated accuracy of +/- 6 seconds.
 AW4298
 AW4298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4298.The vertical order pertains to the NGVD 29 superseded value.
 AW4298
 AW4298.The geoid height was determined by GEOID03.
 AW4298
 AW4298;                    North         East    Units  Estimated Accuracy
 AW4298;SPC TXSC     - 4,153,310.      900,510.      MT  (+/- 180 meters Scaled)
 AW4298
 AW4298                          SUPERSEDED SURVEY CONTROL
 AW4298
 AW4298  NGVD 29 (??/??/92)   20.311  (m)           66.64   (f) ADJ UNCH    2 0
 AW4298
 AW4298.Superseded values are not recommended for survey control.
 AW4298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4298.See file dsdata.txt to determine how the superseded data were derived.
 AW4298
 AW4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN170315(NAD 83)
 AW4298_MARKER: DB = BENCH MARK DISK
 AW4298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4298_STAMPING: PLEDGER NO. 2 1935
 AW4298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4298+STABILITY: SURFACE MOTION
 AW4298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4298+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4298
 AW4298  HISTORY     - Date     Condition        Report By
 AW4298  HISTORY     - 1935     MONUMENTED       CGS
 AW4298  HISTORY     - 1943     GOOD             NGS
 AW4298  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4298  HISTORY     - 20041118 GOOD             USPSQD
 AW4298
 AW4298                          STATION DESCRIPTION
 AW4298
 AW4298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4298'IN PLEDGER.
 AW4298'REFERENCE MARK IS ONE BLOCK WEST OF THE MAIN NORTH-SOUTH HIGHWAY, IN
 AW4298'THE YARD OF THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  IT IS 144.3 FEET
 AW4298'SOUTHWEST OF TRIANGULATION STATION PLEDGER, 70.0 FEET NORTHEAST CORNER
 AW4298'OF THE SCHOOL BUILDING, ABOUT 50.0 FEET SOUTHEAST OF THE SOUTHEAST
 AW4298'BANK OF CANEY CREEK AND 6.0 FEET NORTHEAST OF A LARGE TREE. MONUMENT
 AW4298'IS FLUSH WITH TOP OF GROUND.  A STANDARD REFERENCE-MARK DISK.
 AW4298
 AW4298                          STATION RECOVERY (1999)
 AW4298
 AW4298'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4298'MARK NOT FOUND.
 AW4298
 AW4298                          STATION RECOVERY (2004)
 AW4298
 AW4298'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1461 ***********************************************************************
 DM1461  FBN         -  This is a Federal Base Network Control Station.
 DM1461  PACS        -  This is a Primary Airport Control Station.
 DM1461  DESIGNATION -  PLESPORT
 DM1461  PID         -  DM1461
 DM1461  STATE/COUNTY-  TX/TITUS
 DM1461  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM1461
 DM1461                         *CURRENT SURVEY CONTROL
 DM1461  ___________________________________________________________________
 DM1461* NAD 83(1993)-  33 07 55.50552(N)    094 58 31.53710(W)     ADJUSTED  
 DM1461* NAVD 88     -       120.13   (meters)     394.1    (feet)  GPS OBS   
 DM1461  ___________________________________________________________________
 DM1461  X           -    -463,699.101 (meters)                     COMP
 DM1461  Y           -  -5,326,414.589 (meters)                     COMP
 DM1461  Z           -   3,466,286.164 (meters)                     COMP
 DM1461  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DM1461  ELLIP HEIGHT-          93.46  (meters)          (10/24/00) GPS OBS
 DM1461  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM1461
 DM1461  HORZ ORDER  -  B
 DM1461  ELLP ORDER  -  FOURTH    CLASS II
 DM1461
 DM1461.This mark is at Mount Pleasant Muni (MSA) Airport (MSA)
 DM1461
 DM1461.The horizontal coordinates were established by GPS observations
 DM1461.and adjusted by the National Geodetic Survey in February 1996..
 DM1461
 DM1461.The orthometric height was determined by GPS observations and a
 DM1461.high-resolution geoid model.
 DM1461
 DM1461.GPS derived orthometric heights for airport stations designated as
 DM1461.PACS or SACS are published to 2 decimal places.  This maintains
 DM1461.centimeter relative accuracy between the PACS and SACS.  It does
 DM1461.not indicate centimeter accuracy relative to other marks which are
 DM1461.part of the NAVD 88 network.
 DM1461
 DM1461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1461
 DM1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1461
 DM1461.The ellipsoidal height was determined by GPS observations
 DM1461.and is referenced to NAD 83.
 DM1461
 DM1461.The geoid height was determined by GEOID03.
 DM1461
 DM1461;                    North         East     Units Scale Factor Converg.
 DM1461;SPC TXNC     - 2,168,015.951   928,787.755   MT  0.99987360   +1 55 20.2
 DM1461;SPC TXNC     - 7,112,899.00  3,047,197.83   sFT  0.99987360   +1 55 20.2
 DM1461;UTM  15      - 3,667,666.749   315,724.485   MT  1.00001870   -1 04 48.1
 DM1461
 DM1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1461!SPC TXNC     -   0.99998533  x   0.99987360  =   0.99985893
 DM1461!UTM  15      -   0.99998533  x   1.00001870  =   1.00000403
 DM1461
 DM1461:                Primary Azimuth Mark                     Grid Az
 DM1461:SPC TXNC     -  PLESPORT AZ MK                           177 20 29.4
 DM1461:UTM  15      -  PLESPORT AZ MK                           180 20 37.7
 DM1461
 DM1461|---------------------------------------------------------------------|
 DM1461| PID    Reference Object                     Distance      Geod. Az  |
 DM1461|                                                           dddmmss.s |
 DM1461| DM1462 PLESPORT AZ MK                      APPROX. 0.5 KM 1791549.6 |
 DM1461|---------------------------------------------------------------------|
 DM1461
 DM1461                          SUPERSEDED SURVEY CONTROL
 DM1461
 DM1461  ELLIP H (02/20/96)   93.51   (m)                       GP(       ) 1 1
 DM1461  NAD 83(1993)-  33 07 55.51225(N)    094 58 31.53847(W) AD(       ) 3
 DM1461  ELLIP H (02/16/96)   93.55   (m)                       GP(       ) 5 1
 DM1461  NAD 83(1993)-  33 07 55.51659(N)    094 58 31.53392(W) AD(       ) 3
 DM1461  ELLIP H (01/21/93)   93.30   (m)                       GP(       ) 4 2
 DM1461  NAD 83(1986)-  33 07 55.51611(N)    094 58 31.52256(W) AD(       ) 3
 DM1461  NAD 27      -  33 07 55.05334(N)    094 58 30.72834(W) AD(       ) 3
 DM1461  NGVD 29 (12/08/88)  120.1    (m)          394.     (f) GPS OBS        
 DM1461
 DM1461.Superseded values are not recommended for survey control.
 DM1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1461.See file dsdata.txt to determine how the superseded data were derived.
 DM1461
 DM1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1572467667(NAD 83)
 DM1461_MARKER: I = METAL ROD
 DM1461_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1461_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1461_STAMPING: PLESPORT 1987
 DM1461_MARK LOGO: NGS   
 DM1461_PROJECTION: FLUSH
 DM1461_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1461+STABILITY: POSITION/ELEVATION WELL
 DM1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1461+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2003
 DM1461_ROD/PIPE-DEPTH: 5.00 meters
 DM1461_SLEEVE-DEPTH  : 0.9 meters
 DM1461
 DM1461  HISTORY     - Date     Condition        Report By
 DM1461  HISTORY     - 1987     MONUMENTED       NGS
 DM1461  HISTORY     - 19880113 GOOD
 DM1461  HISTORY     - 19941128 GOOD             NGS
 DM1461  HISTORY     - 19970304 GOOD             NGS
 DM1461  HISTORY     - 20030324 GOOD             INDIV
 DM1461
 DM1461                          STATION DESCRIPTION
 DM1461
 DM1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DM1461'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTH OF MT PLEASANT, AT
 DM1461'THE MT. PLEASANT MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MT. PLEASANT
 DM1461'C/O J.D. ROPER ROUTE 7 BOX A47, MT. PLEASANT, TX 75455.
 DM1461'TELEPHONENUMBER 214-572-9002.
 DM1461'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 DM1461'HIGHWAY 49 ON THE SOUTH SIDE OF MT. PLEASANT.  GO SOUTH ON U.S.
 DM1461'HIGHWAY 271 FOR 2.0 KM (1.25 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 DM1461'RIGHT. TURN LEFT FOR 0.5 KM (0.30 MI) ALONG THE EAST SIDE OF A ROW OF
 DM1461'HANGERS TO A GATE.  CONTINUE SOUTH FROM THE GATE FOR 0.1 KM (0.05 MI)
 DM1461'TO THE ENTRANCE TO THE TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO
 DM1461'SOUTHWEST FOR 0.1 KM (0.05 MI) TO THE TAXIWAY LEADING NORTH-SOUTH.
 DM1461'TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR 0.2 KM (0.10 MI) TO A
 DM1461'TAXIWAY ON THE LEFT LEADING WEST.  TURN LEFT FOR 0.1 KM (0.05MI)
 DM1461'TOTHE STATION ON THE LEFT,  AT THE JUNCTION WITH THE RUNWAY.
 DM1461'THE STATION MARK IS 46.8 M (153.5 FT) NORTHWEST OF A WINDSOX, 23.1 M
 DM1461'(75.8 FT) EAST OF THE RUNWAY, 11.5 M (37.7 FT) SOUTH OF THE
 DM1461'CENTERLINEOF THE CROSSOVER, AND 1.3 M (4.3 FT) SOUTHEAST OF A TAXIWAY
 DM1461'LIGHT.
 DM1461'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1461'DESCRIBED BY B.L.L.
 DM1461
 DM1461                          STATION RECOVERY (1988)
 DM1461
 DM1461'RECOVERED 1988
 DM1461'RECOVERED IN GOOD CONDITION.
 DM1461
 DM1461                          STATION RECOVERY (1994)
 DM1461
 DM1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DM1461'THE STATION IS LOCATED ON THE SOUTH SIDE OF MT PLEASANT, AT THE MT.
 DM1461'PLEASANT MUNICIPAL AIRPORT, IN THE SOUTHEAST QUADRANT OF THE JUNCTION
 DM1461'OF RUNWAY 17-35 AND A CONNECTOR TAXI, AND ON THE NORTHWEST SIDE OF THE
 DM1461'WINDSOCK.  OWNERSHIP--CITY OF MT.  PLEASANT, ROUTE 9 BOX 735, MT.
 DM1461'PLEASANT, TX 75455.  AIRPORT MANAGER IS J.D.  ROPER.  PHONE
 DM1461'903-572-9002.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 271 AND
 DM1461'STATE HIGHWAY 49 ON THE SOUTH SIDE OF MT.  PLEASANT, GO SOUTH ON U.S.
 DM1461'HIGHWAY 271 FOR 2.0 KM (1.25 MI) TO A PAVED CROSSROAD (AIRPORT ROAD) .
 DM1461'TURN RIGHT, WEST, ON AIRPORT ROAD FOR 0.50 KM (0.30 MI) TO A PAVED
 DM1461'ROAD LEFT AT A HANGAR.  TURN LEFT, SOUTH, ON THE ROAD FOR 0.5 KM (0.30
 DM1461'MI) ALONG THE EAST SIDE OF A ROW OF HANGERS TO A GATE. CONTINUE AHEAD,
 DM1461'SOUTH, PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO THE ENTRANCE
 DM1461'TO THE TAXIWAY ON THE RIGHT.  TURN RIGHT, SOUTHWEST, ON THE ROAD FOR
 DM1461'0.1 KM (0.05 MI) TO THE NORTH-SOUTH TAXI.  TURN RIGHT, NORTH, ON THE
 DM1461'TAXI FOR 0.22 KM (0.15 MI) TO A CONNECTOR TAXI ON THE LEFT.  TURN
 DM1461'LEFT, WEST, ON THE CONNECTOR TAXI FOR 0.06 KM (0.05 MI) TO THE STATION
 DM1461'ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 DM1461'STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A
 DM1461'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH THE
 DM1461'GROUND.  IT IS 46.8 M (153.5 FT) NORTHWEST OF THE WINDSOCK, 23.1 M
 DM1461'(75.8 FT) EAST OF THE CENTER OF THE RUNWAY, 11.5 M (37.7 FT) SOUTH OF
 DM1461'THE CENTER OF THE CONNECTOR, AND 3.1 M (10.2 FT) SOUTHEAST OF A TAXI
 DM1461'LIGHT, AND 0.4 M (1.3 FT) NORTH OF A FIBERGLASS WITNESS POST.
 DM1461'DESCRIBED BY D.G.  AUG
 DM1461
 DM1461                          STATION RECOVERY (1997)
 DM1461
 DM1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 DM1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 04 MAR 1997 (WCW) .
 DM1461'RECOVERED AS DESCRIBED WITH CORRECTION.  OWNERSHIP--CITY OF MT
 DM1461'PLEASANT, 501 NORTH MADISON, MT PLEASANT TX 75455, PHONE 903-575-4000.
 DM1461'AIRPORT MANAGER IS J.D.  ROPER, PHONE 903-575-4172. NOTE--THIS IS A
 DM1461'PRIMARY AIRPORT CONTROL STATION.
 DM1461
 DM1461                          STATION RECOVERY (2003)
 DM1461
 DM1461'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 DM1461'AIRFIELD IS NOW ABANDONED. CONTACT PRIEFERT MANUFACTURING (903)
 DM1461'572-1741 FOR PERMISSION TO ENTER AND A KEY TO GATE
 DM1461' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1462 ***********************************************************************
 DM1462  SACS        -  This is a Secondary Airport Control Station.
 DM1462  DESIGNATION -  PLESPORT AZ MK
 DM1462  PID         -  DM1462
 DM1462  STATE/COUNTY-  TX/TITUS
 DM1462  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM1462
 DM1462                         *CURRENT SURVEY CONTROL
 DM1462  ___________________________________________________________________
 DM1462* NAD 83(1993)-  33 07 38.20549(N)    094 58 31.27289(W)     ADJUSTED  
 DM1462* NAVD 88     -       117.28   (meters)     384.8    (feet)  GPS OBS   
 DM1462  ___________________________________________________________________
 DM1462  X           -    -463,717.333 (meters)                     COMP
 DM1462  Y           -  -5,326,702.990 (meters)                     COMP
 DM1462  Z           -   3,465,838.267 (meters)                     COMP
 DM1462  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DM1462  ELLIP HEIGHT-          90.60  (meters)          (08/08/01) GPS OBS
 DM1462  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM1462
 DM1462  HORZ ORDER  -  FIRST
 DM1462  ELLP ORDER  -  FOURTH    CLASS I
 DM1462
 DM1462.This mark is at Mount Pleasant Muni (MSA) Airport (MSA)
 DM1462
 DM1462.The horizontal coordinates were established by GPS observations
 DM1462.and adjusted by the National Geodetic Survey in April 1998..
 DM1462
 DM1462.The orthometric height was determined by GPS observations and a
 DM1462.high-resolution geoid model.
 DM1462
 DM1462.GPS derived orthometric heights for airport stations designated as
 DM1462.PACS or SACS are published to 2 decimal places.  This maintains
 DM1462.centimeter relative accuracy between the PACS and SACS.  It does
 DM1462.not indicate centimeter accuracy relative to other marks which are
 DM1462.part of the NAVD 88 network.
 DM1462
 DM1462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1462
 DM1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1462
 DM1462.The ellipsoidal height was determined by GPS observations
 DM1462.and is referenced to NAD 83.
 DM1462
 DM1462.The geoid height was determined by GEOID03.
 DM1462
 DM1462;                    North         East     Units Scale Factor Converg.
 DM1462;SPC TXNC     - 2,167,483.579   928,812.475   MT  0.99987349   +1 55 20.4
 DM1462;SPC TXNC     - 7,111,152.38  3,047,278.93   sFT  0.99987349   +1 55 20.4
 DM1462;UTM  15      - 3,667,133.735   315,721.287   MT  1.00001871   -1 04 47.4
 DM1462
 DM1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1462!SPC TXNC     -   0.99998578  x   0.99987349  =   0.99985927
 DM1462!UTM  15      -   0.99998578  x   1.00001871  =   1.00000449
 DM1462
 DM1462:                Primary Azimuth Mark                     Grid Az
 DM1462:SPC TXNC     -  PLESPORT                                 357 20 29.3
 DM1462:UTM  15      -  PLESPORT                                 000 20 37.1
 DM1462
 DM1462|---------------------------------------------------------------------|
 DM1462| PID    Reference Object                     Distance      Geod. Az  |
 DM1462|                                                           dddmmss.s |
 DM1462| DM1461 PLESPORT                            APPROX. 0.5 KM 3591549.7 |
 DM1462|---------------------------------------------------------------------|
 DM1462
 DM1462                          SUPERSEDED SURVEY CONTROL
 DM1462
 DM1462  ELLIP H (04/08/98)   90.65   (m)                       GP(       ) 4 1
 DM1462  NAD 83(1993)-  33 07 38.21208(N)    094 58 31.27412(W) AD(       ) 3
 DM1462  ELLIP H (02/16/96)   90.70   (m)                       GP(       ) 5 1
 DM1462  NAD 83(1993)-  33 07 38.21642(N)    094 58 31.26957(W) AD(       ) 3
 DM1462  ELLIP H (01/21/93)   90.45   (m)                       GP(       ) 4 2
 DM1462  NAD 83(1986)-  33 07 38.21593(N)    094 58 31.25821(W) AD(       ) 3
 DM1462  NAD 27      -  33 07 37.75275(N)    094 58 30.46407(W) AD(       ) 3
 DM1462  NGVD 29 (12/08/88)  117.3    (m)          385.     (f) GPS OBS        
 DM1462
 DM1462.Superseded values are not recommended for survey control.
 DM1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1462.See file dsdata.txt to determine how the superseded data were derived.
 DM1462
 DM1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1572167134(NAD 83)
 DM1462_MARKER: I = METAL ROD
 DM1462_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1462_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1462_STAMPING: PLESPORT AZ MK 1987
 DM1462_MARK LOGO: NGS   
 DM1462_PROJECTION: FLUSH
 DM1462_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1462+STABILITY: POSITION/ELEVATION WELL
 DM1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1462+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2003
 DM1462_ROD/PIPE-DEPTH: 3.1  meters
 DM1462_SLEEVE-DEPTH  : 0.9 meters
 DM1462
 DM1462  HISTORY     - Date     Condition        Report By
 DM1462  HISTORY     - 1987     MONUMENTED       NGS
 DM1462  HISTORY     - 19880125 GOOD
 DM1462  HISTORY     - 19970304 GOOD             NGS
 DM1462  HISTORY     - 20030324 GOOD             INDIV
 DM1462
 DM1462                          STATION DESCRIPTION
 DM1462
 DM1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DM1462'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTH OF MT PLEASANT, AT
 DM1462'THE MT. PLEASANT MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MT. PLEASANT
 DM1462'C/O J.D. ROPER ROUTE 7 BOX A47, MT. PLEASANT, TX 75455.
 DM1462'TELEPHONENUMBER 214-572-9002.
 DM1462'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 DM1462'HIGHWAY 49 ON THE SOUTH SIDE OF MT. PLEASANT.  GO SOUTH ON U.S.
 DM1462'HIGHWAY 271 FOR 2.0 KM (1.25 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 DM1462'RIGHT. TURN LEFT FOR 0.5 KM (0.30 MI) ALONG THE EAST SIDE OF A ROW OF
 DM1462'HANGERS TO A GATE.  CONTINUE SOUTH FROM THE GATE FOR 0.1 KM (0.05 MI)
 DM1462'TO THE ENTRANCE TO THE TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO
 DM1462'SOUTHWEST FOR 0.1 KM (0.05 MI) TO THE TAXIWAY LEADING NORTH-SOUTH.
 DM1462'TURN LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.3 KM (0.20 MI) TO THEMARK
 DM1462'ON THE RIGHT, AT THE JUNCTION WITH THE RUNWAY.
 DM1462'THE MARK IS 24.8 M (81.4 FT) EAST OF THE CENTERLINE OF THE RUNWAY,
 DM1462'9.5 M (31.2 FT) NORTH OF THE CENTERLINE OF THE TAXIWAY, AND 1.17 M
 DM1462'(3.8 FT) NORTHEAST OF A TAXIWAY LIGHT.
 DM1462'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1462'DESCRIBED BY V.L.F.
 DM1462
 DM1462                          STATION RECOVERY (1988)
 DM1462
 DM1462'RECOVERED 1988
 DM1462'RECOVERED IN GOOD CONDITION.
 DM1462
 DM1462                          STATION RECOVERY (1997)
 DM1462
 DM1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 DM1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 04 MAR 1997 (WCW) .
 DM1462'RECOVERED AS DESCRIBED WITH CORRECTION.  OWNERSHIP--CITY OF MT
 DM1462'PLEASANT, 501 NORTH MADISON, MT PLEASANT TX 75455, PHONE 903-575-4000.
 DM1462'AIRPORT MANAGER IS J.D.  ROPER, PHONE 903-575-4172. THE STATION IS THE
 DM1462'TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO UNRECORDED DEPTH (10+ FT
 DM1462'ASSUMED) RECESSED 7 CM BELOW GROUND LEVEL IN A 2.5 CM (1 IN) GREASED
 DM1462'FILLED PLASTIC SLEEVE 90 CM (ASSUMED) LONG ENCASED IN A 12.5 CM (5 IN)
 DM1462'PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 DM1462'CONCRETE ARE FLUSH WITH THE GROUND. NOTE--THIS IS A SECONDARY AIRPORT
 DM1462'CONTROL STATION (SACS) .
 DM1462
 DM1462                          STATION RECOVERY (2003)
 DM1462
 DM1462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 DM1462'AIRFIELD IS NOW ABANDONED. CONTACT PRIEFERT MANUFACTURING (903)
 DM1462'572-1741 FOR PERMISSION TO ENTER AND A KEY TO GATE
 DM1462' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0971 ***********************************************************************
 BY0971  DESIGNATION -  PLUCK
 BY0971  PID         -  BY0971
 BY0971  STATE/COUNTY-  TX/POLK
 BY0971  USGS QUAD   -  PLUCK (1980)
 BY0971
 BY0971                         *CURRENT SURVEY CONTROL
 BY0971  ___________________________________________________________________
 BY0971* NAD 83(1986)-  31 01 19.     (N)    094 44 15.     (W)     SCALED    
 BY0971* NAVD 88     -        78.13   (+/-2cm)     256.3    (feet)  VERTCON   
 BY0971  ___________________________________________________________________
 BY0971  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0971
 BY0971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0971
 BY0971.The horizontal coordinates were scaled from a topographic map and have
 BY0971.an estimated accuracy of +/- 6 seconds.
 BY0971
 BY0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0971.The vertical order pertains to the NGVD 29 superseded value.
 BY0971
 BY0971.The geoid height was determined by GEOID03.
 BY0971
 BY0971;                    North         East    Units  Estimated Accuracy
 BY0971;SPC TX C     - 3,163,670.    1,234,020.      MT  (+/- 180 meters Scaled)
 BY0971
 BY0971                          SUPERSEDED SURVEY CONTROL
 BY0971
 BY0971  NGVD 29 (??/??/92)   78.158  (m)          256.42   (f) ADJ UNCH    2 0
 BY0971
 BY0971.Superseded values are not recommended for survey control.
 BY0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0971.See file dsdata.txt to determine how the superseded data were derived.
 BY0971
 BY0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ341333(NAD 83)
 BY0971_MARKER: DD = SURVEY DISK
 BY0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0971_STAMPING: PLUCK
 BY0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0971+STABILITY: SURFACE MOTION
 BY0971
 BY0971  HISTORY     - Date     Condition        Report By
 BY0971  HISTORY     - UNK      MONUMENTED       DOD
 BY0971  HISTORY     - 1949     GOOD             NGS
 BY0971  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0971
 BY0971                          STATION DESCRIPTION
 BY0971
 BY0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0971'0.8 MI N FROM PLUCK.
 BY0971'0.8 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, ABOUT
 BY0971'0.2 MILE NORTHEAST OF A CATTLE GUARD ACROSS THE ROAD, AT THE SUMMIT OF
 BY0971'A HILL, 543.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 511.0 FEET
 BY0971'EAST OF A 30-INCH OAK WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE
 BY0971'TREE, 313.3 FEET EAST OF A 4-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BY0971'WEST SIDE OF THE TREE, 106.6 FEET EAST ALONG A CUT LINE FROM AN 8-INCH
 BY0971'OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 56.2
 BY0971'FEET SOUTHWEST OF A 14-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST
 BY0971'SIDE OF THE TREE, 54.3 FEET NORTHWEST OF A 12-INCH PINE WITH A
 BY0971'TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE TREE, 26.0 FEET
 BY0971'NORTHEAST OF A 20-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST SIDE
 BY0971'OF THE TREE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 BY0971'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0971
 BY0971                          STATION RECOVERY (1997)
 BY0971
 BY0971'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0970 ***********************************************************************
 BY0970  DESIGNATION -  PLUCK AZ MK
 BY0970  PID         -  BY0970
 BY0970  STATE/COUNTY-  TX/POLK
 BY0970  USGS QUAD   -  PLUCK (1980)
 BY0970
 BY0970                         *CURRENT SURVEY CONTROL
 BY0970  ___________________________________________________________________
 BY0970* NAD 83(1986)-  31 01 30.     (N)    094 44 22.     (W)     SCALED    
 BY0970* NAVD 88     -        55.96   (+/-2cm)     183.6    (feet)  VERTCON   
 BY0970  ___________________________________________________________________
 BY0970  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0970
 BY0970  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0970
 BY0970.The horizontal coordinates were scaled from a topographic map and have
 BY0970.an estimated accuracy of +/- 6 seconds.
 BY0970
 BY0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0970.The vertical order pertains to the NGVD 29 superseded value.
 BY0970
 BY0970.The geoid height was determined by GEOID03.
 BY0970
 BY0970;                    North         East    Units  Estimated Accuracy
 BY0970;SPC TX C     - 3,164,000.    1,233,810.      MT  (+/- 180 meters Scaled)
 BY0970
 BY0970                          SUPERSEDED SURVEY CONTROL
 BY0970
 BY0970  NGVD 29 (??/??/92)   55.980  (m)          183.66   (f) ADJ UNCH    2 0
 BY0970
 BY0970.Superseded values are not recommended for survey control.
 BY0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0970.See file dsdata.txt to determine how the superseded data were derived.
 BY0970
 BY0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ339336(NAD 83)
 BY0970_MARKER: DD = SURVEY DISK
 BY0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0970_STAMPING: AZIMUTH H-1
 BY0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0970+STABILITY: SURFACE MOTION
 BY0970
 BY0970  HISTORY     - Date     Condition        Report By
 BY0970  HISTORY     - UNK      MONUMENTED       DOD
 BY0970  HISTORY     - 1949     GOOD             NGS
 BY0970  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0970
 BY0970                          STATION DESCRIPTION
 BY0970
 BY0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0970'1.0 MI N FROM PLUCK.
 BY0970'1.0 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, ABOUT
 BY0970'0.4 MILE NORTH OF A CATTLE GUARD ACROSS THE ROAD, IN LINE WITH AN
 BY0970'EAST-WEST FENCE ON THE WEST SIDE OF THE ROAD, AT A POINT WHERE A POWER
 BY0970'LINE CROSSES THE HIGHWAY, 231.0 EAST OF THE CENTER LINE OF THE ROAD,
 BY0970'196.0 FEET EAST OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST
 BY0970'SIDE OF THE TREE, 126.0 FEET EAST OF A 4-INCH PINE WITH A TRIANGULAR
 BY0970'BLAZE ON THE WEST SIDE OF A TREE, 33.3 FEET SOUTHEAST OF A 6-INCH OAK
 BY0970'WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 52.4 FEET NORTH
 BY0970'OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE
 BY0970'TREE (THIS PINE TREE IS ON THE CLEARED LINE BETWEEN TRIANGULATION
 BY0970'STATION PLUCK AND THE AZIMUTH MARK, 9.7 FEET EAST OF A 6-INCH PINE
 BY0970'WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE TREE, SET IN THE
 BY0970'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND AND 1.7
 BY0970'FEET SOUTH OF A REFERENCE POST.
 BY0970
 BY0970                          STATION RECOVERY (1997)
 BY0970
 BY0970'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2976 ***********************************************************************
 BX2976  DESIGNATION -  PLUM
 BX2976  PID         -  BX2976
 BX2976  STATE/COUNTY-  TX/NEWTON
 BX2976  USGS QUAD   -  WIERGATE (1985)
 BX2976
 BX2976                         *CURRENT SURVEY CONTROL
 BX2976  ___________________________________________________________________
 BX2976* NAD 83(1993)-  31 02 51.69794(N)    093 37 49.42714(W)     ADJUSTED  
 BX2976* NAVD 88     -       101.9    (meters)     334.     (feet)  VERTCON   
 BX2976  ___________________________________________________________________
 BX2976  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 BX2976  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BX2976
 BX2976  HORZ ORDER  -  FIRST
 BX2976
 BX2976.The horizontal coordinates were established by classical geodetic methods
 BX2976.and adjusted by the National Geodetic Survey in February 1996..
 BX2976
 BX2976.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2976
 BX2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2976
 BX2976.The geoid height was determined by GEOID03.
 BX2976
 BX2976;                    North         East     Units Scale Factor Converg.
 BX2976;SPC TX C     - 3,172,362.745 1,339,377.688   MT  0.99988207   +3 27 08.7
 BX2976;SPC TX C     -10,407,993.44  4,394,274.96   sFT  0.99988207   +3 27 08.7
 BX2976;UTM  15      - 3,435,058.304   439,847.937   MT  0.99964463   -0 19 30.5
 BX2976
 BX2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2976!SPC TX C     -   0.99998831  x   0.99988207  =   0.99987038
 BX2976!UTM  15      -   0.99998831  x   0.99964463  =   0.99963294
 BX2976
 BX2976|---------------------------------------------------------------------|
 BX2976| PID    Reference Object                     Distance      Geod. Az  |
 BX2976|                                                           dddmmss.s |
 BX2976| CV9053 PLUM RM 1                            30.727 METERS 06709     |
 BX2976| CV9054 PLUM RM 2                            32.644 METERS 16912     |
 BX2976| CV9052 PLUM AZ MK                                         1932216.1 |
 BX2976|---------------------------------------------------------------------|
 BX2976
 BX2976                          SUPERSEDED SURVEY CONTROL
 BX2976
 BX2976  NAD 83(1993)-  31 02 51.70283(N)    093 37 49.42501(W) AD(       ) 1
 BX2976  NAD 83(1986)-  31 02 51.70586(N)    093 37 49.42438(W) AD(       ) 1
 BX2976  NAD 27      -  31 02 51.01622(N)    093 37 48.79661(W) AD(       ) 1
 BX2976  NGVD 29 (07/19/86)  102.0    (m)          335.     (f) VERT ANG       
 BX2976
 BX2976.Superseded values are not recommended for survey control.
 BX2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2976.See file dsdata.txt to determine how the superseded data were derived.
 BX2976
 BX2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3984835058(NAD 83)
 BX2976_MARKER: DS = TRIANGULATION STATION DISK
 BX2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2976
 BX2976  HISTORY     - Date     Condition        Report By
 BX2976  HISTORY     - 1972     MONUMENTED       NGS
 BX2976
 BX2976                          STATION DESCRIPTION
 BX2976
 BX2976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2976'10 KGS. TENSION ON MEASUREMENTS TO THE RMS.
 BX2976'
 BX2976'NO MEASUREMENT BETWEEN THE RMS DUE TO FENCE AND HEAVY BRUSH ON LINE.
 BX2976'
 BX2976'THE STATION IS ABOUT 9.5 MILES SOUTH-SOUTHWEST OF THE TOLEDO BEND
 BX2976'RESERVOIR DAM, 4 MILES NORTHEAST OF BURKEVILLE AND ON LAND OWNED BY
 BX2976'THE SOUTHLAND PAPER MILL INCORPORATION, P. O. BOX 147, LUFKIN,
 BX2976'TEXAS, 75901.
 BX2976'
 BX2976'TO REACH THE STATION FROM THE POST OFFICE IN BURKEVILLE, GO EASTERLY
 BX2976'ON STATE HIGHWAY 63 FOR 0.5 MILE TO THE JUNCTION OF FARM ROAD 692
 BX2976'ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON FARM ROAD 692 FOR 2.7
 BX2976'MILES TO A CROSSROAD, CONTINUE NORTHEAST ON FARM ROAD 692 FOR 1.2
 BX2976'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHEAST ON
 BX2976'FARM ROAD 692 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 BX2976'
 BX2976'STATION MARKS ARE STANDARD DISKS STAMPED PLUM 1972.  THE SURFACE DISK
 BX2976'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BX2976'16 INCHES BELOW THE GROUND SURFACE.  IT IS 111 FEET WEST-NORTHWEST
 BX2976'OF THE CENTERLINE OF FARM ROAD 692, 67 FEET WEST-NORTHWEST OF A
 BX2976'METAL WITNESS POST AND 38 FEET EAST-NORTHEAST OF THE CENTER OF A
 BX2976'TRACK ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 BX2976'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2976'
 BX2976'REFERENCE MARK 1, A STANDARD DISK STAMPED PLUM NO 1 1972, IS SET
 BX2976'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2976'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET WEST OF THE
 BX2976'CENTERLINE OF FARM ROAD 692, 2 FEET SOUTHWEST OF A POWERLINE POLE
 BX2976'AND 1 FOOT EAST OF A FENCE.
 BX2976'
 BX2976'REFERENCE MARK 2, A STANDARD DISK STAMPED PLUM NO 2 1972, IS SET
 BX2976'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2976'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET SOUTH-SOUTHWEST
 BX2976'OF THE METAL WITNESS POST, 44 FEET WEST OF THE CENTERLINE OF FARM
 BX2976'ROAD 692 AND 1 FOOT EAST OF THE FENCE.
 BX2976'
 BX2976'AZIMUTH MARK, A STANDARD DISK STAMPED PLUM 1972, IS SET IN THE TOP
 BX2976'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 BX2976'ABOVE THE GROUND SURFACE.  IT IS 44 FEET EAST-SOUTHEAST OF THE
 BX2976'CENTERLINE OF FARM ROAD 692, 3 FEET NORTH OF A POWERLINE POLE AND
 BX2976'2.5 FEET WEST OF A METAL WITNESS POST.
 BX2976'
 BX2976'NEAREST TOWN--4 MILES NE OF BURKEVILLE.
 BX2976'
 BX2976'HEIGHT OF LIGHT ABOVE STATION MARK 30.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1848 ***********************************************************************
 FL1848  DESIGNATION -  PLUM
 FL1848  PID         -  FL1848
 FL1848  STATE/COUNTY-  TX/MOORE
 FL1848  USGS QUAD   -  ALIBATES RANCH (1970)
 FL1848
 FL1848                         *CURRENT SURVEY CONTROL
 FL1848  ___________________________________________________________________
 FL1848* NAD 83(1993)-  35 37 25.21397(N)    101 44 06.73989(W)     ADJUSTED  
 FL1848* NAVD 88     -      1004.     (meters)    3294.     (feet)  SCALED    
 FL1848  ___________________________________________________________________
 FL1848  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 FL1848  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 FL1848
 FL1848  HORZ ORDER  -  THIRD
 FL1848
 FL1848.The horizontal coordinates were established by classical geodetic methods
 FL1848.and adjusted by the National Geodetic Survey in February 1996..
 FL1848
 FL1848.The orthometric height was scaled from a topographic map.
 FL1848
 FL1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1848
 FL1848.The geoid height was determined by GEOID03.
 FL1848
 FL1848;                    North         East     Units Scale Factor Converg.
 FL1848;SPC TX N     - 1,180,150.651   178,694.487   MT  0.99991730   -0 08 10.7
 FL1848;SPC TX N     - 3,871,877.59    586,266.83   sFT  0.99991730   -0 08 10.7
 FL1848;UTM  14      - 3,945,654.779   252,286.034   MT  1.00035623   -1 35 38.2
 FL1848
 FL1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1848!SPC TX N     -   0.99984655  x   0.99991730  =   0.99976386
 FL1848!UTM  14      -   0.99984655  x   1.00035623  =   1.00020273
 FL1848
 FL1848:                Primary Azimuth Mark                     Grid Az
 FL1848:SPC TX N     -  CENTER                                   212 52 01.6
 FL1848:UTM  14      -  CENTER                                   214 19 29.1
 FL1848
 FL1848|---------------------------------------------------------------------|
 FL1848| PID    Reference Object                     Distance      Geod. Az  |
 FL1848|                                                           dddmmss.s |
 FL1848| FL1854 CENTER                              APPROX. 5.3 KM 2124350.9 |
 FL1848|---------------------------------------------------------------------|
 FL1848
 FL1848                          SUPERSEDED SURVEY CONTROL
 FL1848
 FL1848  NAD 83(1993)-  35 37 25.21638(N)    101 44 06.73519(W) AD(       ) 3
 FL1848  NAD 83(1986)-  35 37 25.22142(N)    101 44 06.72979(W) AD(       ) 3
 FL1848  NAD 27      -  35 37 25.06684(N)    101 44 05.08982(W) AD(       ) 3
 FL1848
 FL1848.Superseded values are not recommended for survey control.
 FL1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1848.See file dsdata.txt to determine how the superseded data were derived.
 FL1848
 FL1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5228645655(NAD 83)
 FL1848_MARKER: Z = SEE DESCRIPTION
 FL1848_SETTING: 0 = UNSPECIFIED SETTING
 FL1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1848
 FL1848  HISTORY     - Date     Condition        Report By
 FL1848  HISTORY     - 1952     MONUMENTED       USGS
 FL1848
 FL1848                          STATION DESCRIPTION
 FL1848
 FL1848'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1848'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87, 287, AND FM 1913 AT
 FL1848'FOURWAY, GO E. ON FM 1913, 11.8 MI. TO A PAVED COUNTY RD. RIGHT, TURN
 FL1848'RIGHT AND GO 4.1 MI. SOUTHERLY TO A BLADED RD. RIGHT, TURN RIGHT AND
 FL1848'0.2 MI. TO A TRACK RD. AND GATE LEFT -KEY FROM FOREMAN AT RANCH ON W.
 FL1848'ALONG BLADED RD.- TURN LEFT AND GO 0.4 MI. S. TO A GAS WELL, GO 0.12
 FL1848'MI. SW. ACROSS COUNTRY TO THE STATION AT EDGE OF BLUFF.
 FL1848'
 FL1848'REFERENCE MARK 1 - 1 IN. IRON PIPE DRIVEN IN GROUND, 44.00 FT. FROM
 FL1848'STATION, S 64 DEG 59 MIN 25 SEC E.
 FL1848'
 FL1848'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 71.90 FT. FROM
 FL1848'STATION, N 02 DEG 37 MIN 14 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0340 ***********************************************************************
 DN0340  DESIGNATION -  POE
 DN0340  PID         -  DN0340
 DN0340  STATE/COUNTY-  TX/DENTON
 DN0340  USGS QUAD   -  LITTLE ELM (1968)
 DN0340
 DN0340                         *CURRENT SURVEY CONTROL
 DN0340  ___________________________________________________________________
 DN0340* NAD 83(1993)-  33 09 05.87537(N)    096 53 44.12930(W)     ADJUSTED  
 DN0340* NAVD 88     -       177.227  (meters)     581.45   (feet)  ADJUSTED  
 DN0340  ___________________________________________________________________
 DN0340  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 DN0340  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN0340  DYNAMIC HT  -         177.029 (meters)     580.80  (feet)  COMP
 DN0340  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 DN0340
 DN0340  HORZ ORDER  -  FIRST
 DN0340  VERT ORDER  -  SECOND    CLASS 0
 DN0340
 DN0340.The horizontal coordinates were established by classical geodetic methods
 DN0340.and adjusted by the National Geodetic Survey in February 1996..
 DN0340
 DN0340.The orthometric height was determined by differential leveling
 DN0340.and adjusted by the National Geodetic Survey in June 1991..
 DN0340
 DN0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0340
 DN0340.The geoid height was determined by GEOID03.
 DN0340
 DN0340.The dynamic height is computed by dividing the NAVD 88
 DN0340.geopotential number by the normal gravity value computed on the
 DN0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0340.degrees latitude (g = 980.6199 gals.).
 DN0340
 DN0340.The modeled gravity was interpolated from observed gravity values.
 DN0340
 DN0340;                    North         East     Units Scale Factor Converg.
 DN0340;SPC TXNC     - 2,165,810.449   749,655.480   MT  0.99987414   +0 52 30.1
 DN0340;SPC TXNC     - 7,105,663.11  2,459,494.69   sFT  0.99987414   +0 52 30.1
 DN0340;UTM  14      - 3,670,068.672   696,265.997   MT  1.00007496   +1 09 04.2
 DN0340
 DN0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0340!SPC TXNC     -   0.99997631  x   0.99987414  =   0.99985045
 DN0340!UTM  14      -   0.99997631  x   1.00007496  =   1.00005127
 DN0340
 DN0340:                Primary Azimuth Mark                     Grid Az
 DN0340:SPC TXNC     -  CELINA MUNICIPAL TANK                    027 55 32.4
 DN0340:UTM  14      -  CELINA MUNICIPAL TANK                    027 38 58.3
 DN0340
 DN0340|---------------------------------------------------------------------|
 DN0340| PID    Reference Object                     Distance      Geod. Az  |
 DN0340|                                                           dddmmss.s |
 DN0340| DN1177 CELINA MUNICIPAL TANK               APPROX.21.5 KM 0284802.5 |
 DN0340| CY2849 POE AZ MK                                          0632731.7 |
 DN0340| DN1163 FRISCO MUNICIPAL TANK               APPROX. 6.9 KM 0920041.6 |
 DN0340| DN0341 POE RM 1                             27.633 METERS 10528     |
 DN0340| DN1171 LEWISVILLE OLD MUN STANDPIPE        APPROX.15.0 KM 2182113.9 |
 DN0340| DN1170 LEWISVILLE MUNICIPAL TANK           APPROX.14.8 KM 2190141.5 |
 DN0340| DN0342 POE RM 2                             19.382 METERS 24936     |
 DN0340| DN1184 PILOT POINT MUNICIPAL TANK          APPROX.27.7 KM 3472105.6 |
 DN0340|---------------------------------------------------------------------|
 DN0340
 DN0340                          SUPERSEDED SURVEY CONTROL
 DN0340
 DN0340  NAD 83(1993)-  33 09 05.87763(N)    096 53 44.12238(W) AD(       ) 1
 DN0340  NAD 83(1986)-  33 09 05.88119(N)    096 53 44.11515(W) AD(       ) 1
 DN0340  NAD 27      -  33 09 05.45600(N)    096 53 43.10000(W) AD(       ) 1
 DN0340  NGVD 29 (??/??/92)  177.235  (m)          581.48   (f) ADJ UNCH    2 0
 DN0340
 DN0340.Superseded values are not recommended for survey control.
 DN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0340.See file dsdata.txt to determine how the superseded data were derived.
 DN0340
 DN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9626670069(NAD 83)
 DN0340_MARKER: DS = TRIANGULATION STATION DISK
 DN0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0340_STAMPING: POE 1935
 DN0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0340+STABILITY: SURFACE MOTION
 DN0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0340+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0340
 DN0340  HISTORY     - Date     Condition        Report By
 DN0340  HISTORY     - 1935     MONUMENTED       CGS
 DN0340  HISTORY     - 1937     GOOD             TXHD
 DN0340  HISTORY     - 1938     GOOD             TXGS
 DN0340  HISTORY     - 1947     GOOD             CGS
 DN0340  HISTORY     - 1949     GOOD             CGS
 DN0340  HISTORY     - 1958     GOOD             USGS
 DN0340  HISTORY     - 1960     GOOD             CGS
 DN0340  HISTORY     - 1960     GOOD             NGS
 DN0340  HISTORY     - 1981     GOOD             NGS
 DN0340  HISTORY     - 19950708 GOOD             USPSQD
 DN0340  HISTORY     - 19980214 GOOD             USPSQD
 DN0340  HISTORY     - 20051031 GOOD             BOHAN
 DN0340  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 DN0340
 DN0340                          STATION DESCRIPTION
 DN0340
 DN0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN0340'STATION IS ABOUT 4 MILES W OF FRISCO AND ABOUT 2-1/2 MILES
 DN0340'SE OF LITTLE ELM, ON PROPERTY OVERSEEN BY HERBERT WILSON,
 DN0340'OF DENTON AND RENTED BY MR. POE.  0.2 MILE S OF STATE HIGHWAY 24,
 DN0340'AND 0.25 MILE W OF N AND S DIRT ROAD.  IT IS AT THE S SIDE
 DN0340'OF FARMYARD TO THE E OF MR. POES HOUSE, 24 FEET N OF FENCE
 DN0340'LINE AT S EDGE OF FARMYARD, 45 FEET N OF THE CENTER LINE OF
 DN0340'DIRT ROAD, 101.6 FEET ESE OF PORCH POST AT SE CORNER OF HOUSE.
 DN0340'THE MARK IS 10 INCHES UNDERGROUND.
 DN0340'
 DN0340'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN0340'BRONZE DISKS SET IN CONCRETE.
 DN0340'
 DN0340'REFERENCE MARK NO. 1 IS SE OF THE STATION AT THE S EDGE OF
 DN0340'FARMYARD, 41.5 FEET W OF FENCE CORNER AT SE CORNER OF BARNYARD,
 DN0340'9 FEET WNW OF A 20-INCH LONE TREE, 21 FEET N OF THE CENTER
 DN0340'LINE OF DIRT ROAD, 1 FOOT N OF THE FENCE LINE.  THE MARK
 DN0340'PROJECTS 2 INCHES.
 DN0340'
 DN0340'REFERENCE MARK NO. 2 IS SW OF THE STATION, AT SW CORNER OF
 DN0340'BARNYARD, 65.6 FEET SE OF PORCH POST AT SE CORNER OF HOUSE,
 DN0340'1 FOOT NE OF FENCE CORNER AT SW CORNER OF BARNYARD AND SE
 DN0340'CORNER OF LAWN.  21 FEET N OF THE CENTER LINE OF ROAD.  THE
 DN0340'MARK PROJECTS 3 INCHES.
 DN0340'
 DN0340'THE AZIMUTH MARK IS NE OF THE STATION AT INTERSECTION OF
 DN0340'STATE HIGHWAY 24, AND N AND S DIRT ROAD, 36 FEET N OF THE
 DN0340'CENTER LINE OF STATE HIGHWAY 24, 10 FEET E OF THE CENTER LINE
 DN0340'OF DIRT ROAD, 22 FEET E OF FENCE CORNER AT SE CORNER OF FIELD
 DN0340'TO W OF DIRT ROAD.  THE MARK IS FLUSH WITH THE GROUND.
 DN0340'
 DN0340'TO REACH THE STATION FROM RAILROAD CROSSING IN FRISCO, GO W
 DN0340'ON STATE HIGHWAY 24, 3.6 MILES TO DIRT ROAD TO S.  THENCE S
 DN0340'0.2 MILE TO T-INTERSECTION.  THENCE W 0.25 MILE TO MR. POES
 DN0340'HOUSE AND STATION ON N.
 DN0340'
 DN0340'ALL LIGHTS COME INTO VIEW AT 26 FEET.
 DN0340
 DN0340                          STATION RECOVERY (1937)
 DN0340
 DN0340'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN0340'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO ATTEMPT
 DN0340'MADE TO RECOVER REFERENCE MARKS.
 DN0340
 DN0340                          STATION RECOVERY (1938)
 DN0340
 DN0340'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN0340'STATION RECOVERED IN GOOD CONDITION.
 DN0340
 DN0340                          STATION RECOVERY (1947)
 DN0340
 DN0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN0340'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION AND
 DN0340'A NEW DESCRIPTION FOLLOWS.
 DN0340'
 DN0340'STATION IS ABOUT 9 MILES NORTHEAST OF LEWISVILLE, 4-1/2
 DN0340'MILES WEST OF FRISCO IN A FARM LOT ON LEVEL GROUND JUST OFF
 DN0340'A GRAVEL ROAD.  STATION IS 44 FEET NORTH OF THE APPROXIMATE
 DN0340'CENTERLINE OF GRAVEL ROAD, 26 FEET NORTH OF A FENCE AND 25
 DN0340'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS ABOUT 8
 DN0340'INCHES UNDERGROUND AND THE DISK IS STAMPED POE 1935.
 DN0340'
 DN0340'REFERENCE MARK NO. 1 IS 90.69 FEET EAST SOUTHEAST OF STATION.
 DN0340'20 FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD
 DN0340'AND 2.5 FEET NORTH OF FENCE.  THE MARK PROJECTS ABOUT 2
 DN0340'INCHES AND THE DISK IS STAMPED POE NO 1 1935.
 DN0340'
 DN0340'REFERENCE MARK NO. 2 IS 63.59 FEET SOUTHWEST OF STATION, 19
 DN0340'FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD AND
 DN0340'IS IN A FENCECORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND
 DN0340'THE DISK IS STAMPED POE NO 2 1935.
 DN0340'
 DN0340'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF STATION, 34
 DN0340'FEET NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROUTE NO.
 DN0340'24, 9 FEET NORTHWEST OF FENCECORNER, 7 FEET EAST OF THE
 DN0340'APPROXIMATE CENTERLINE OF DIRT ROAD AND 6.6 FEET WEST OF
 DN0340'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 DN0340'THE DISK IS A STANDARD REFERENCE MARK STAMPED AZIMUTH POE
 DN0340'1935.
 DN0340'
 DN0340'TO REACH STATION FROM POST OFFICE IN FRISCO GO WEST ON STATE
 DN0340'ROUTE NO. 24 FOR 3.9 MILES TO DIRT CROSSROAD AND AZIMUTH
 DN0340'MARK ON RIGHT OR NORTH OF ROAD AS DESCRIBED.  TURN LEFT AND
 DN0340'GO SOUTH 0.15 MILE TO GRAVEL ROAD RIGHT.  TURN RIGHT AND
 DN0340'GO WEST 0.25 MILE TO STATION ON RIGHT OR NORTH OF ROAD AS
 DN0340'DESCRIBED.
 DN0340
 DN0340                          STATION RECOVERY (1949)
 DN0340
 DN0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CL)
 DN0340'STATION RECOVERED AS DESCRIBED IN 1947 AND ALL MARKS FOUND
 DN0340'TO BE IN GOOD CONDITION.  THE 1947 DESCRIPTION IS ADEQUATE.
 DN0340'
 DN0340'A 74 FOOT SIGNAL AT STATION ADAMS 1934 IS VISIBLE AT 37 FEET.
 DN0340'
 DN0340'AN 87 FOOT SIGNAL AT STATION GUMBO IS VISIBLE AT 37 FEET.
 DN0340'
 DN0340'A 12 FOOT SIGNAL AT STATION FRISCO IS VISIBLE FROM THE GROUND.
 DN0340'
 DN0340'A 74 FOOT SIGNAL AT STATION HEBRON 1947 IS VISIBLE AT 37 FEET.
 DN0340'
 DN0340'A 4 FOOT SIGNAL AT STATION GARZA 1947 IS VISIBLE FROM THE GROUND.
 DN0340'
 DN0340'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS
 DN0340
 DN0340                          STATION RECOVERY (1958)
 DN0340
 DN0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN0340'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DN0340'
 DN0340'AZIMUTH MARK HAS BEEN DESTROYED BY ROAD IMPROVEMENT.  A PORTION
 DN0340'OF THE MONUMENT WAS LAYING IN A DRAIN.
 DN0340
 DN0340                          STATION RECOVERY (1960)
 DN0340
 DN0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 DN0340'STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DN0340'AS DESCRIBED.  STATION IS ABOUT 1/4 MILE SOUTHWEST OF THE
 DN0340'JUNCTION OF F.M. ROADS 720 AND 423, IN AN OPEN FIELD TO THE
 DN0340'EAST OF A SMALL WHITE HOUSE.
 DN0340'
 DN0340'REFERENCE MARK NO. 1 IS ABOUT 100 YARDS WEST OF A LARGE
 DN0340'OPEN SHED, 9 FEET WEST, NORTHWEST OF A LONE HACKBERRY TREE
 DN0340'AND 14 YARDS WEST OF A FENCE CORNER, 2-1/2 FEET NORTH OF THE
 DN0340'NORTH RIGHT-OF-WAY FENCE LINE.
 DN0340'
 DN0340'REFERENCE MARK NO. 2 IS IN THE SOUTHEAST CORNER OF THE FRONT
 DN0340'YARD OF THE SMALL WHITE HOUSE.
 DN0340'
 DN0340'THE AZIMUTH MARK HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 DN0340'
 DN0340'TO REACH THE STATION FROM FRISCO--GO WEST ON F.M. ROAD NO.
 DN0340'720, 4.0 MILES TO THE JUNCTION WITH F.M.NO. 423 AND A STORE
 DN0340'ON THE RIGHT.  TURN LEFT AND GO SOUTH ON NO. 423, 0.15 MILE TO
 DN0340'A GRAVEL ROAD TO THE RIGHT.  TURN RIGHT HERE AND GO WEST
 DN0340'0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DN0340
 DN0340                          STATION RECOVERY (1960)
 DN0340
 DN0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DN0340'3 MI SE FROM LITTLE ELM.
 DN0340'3.0 MILES SOUTHEAST FROM LITTLE ELM, 1/4 MILE SOUTHWEST OF THE
 DN0340'JUNCTION OF F.M. ROADS NOS. 720 AND 423, IN AN OPEN AREA TO THE EAST
 DN0340'OF A SMALL WHITE HOUSE, ABOUT 100 YARDS WEST, NORTHWEST OF A LARGE
 DN0340'METAL SHED, 44 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 DN0340'HARDSURFACED ROAD, 26 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE
 DN0340'OF THE ROAD AND ABOUT 8 INCHES BELOW THE SURFACE.  IT IS ABOUT 100
 DN0340'FEET EAST, SOUTHEAST OF THE EAST SIDE OF THE SMALL WHITE HOUSE.  A
 DN0340'TRIANGULATION DISK IN A CONCRETE MONUMENT.  TO REACH FROM LITTLE ELM,
 DN0340'GO EAST AND SOUTH ON F.M. NO. 720, 03.7 MILES TO THE JUNCTION WITH
 DN0340'F.M. NO. 423 AND A STORE ON THE LEFT.  THEN CONTINUE SOUTH ON 423,
 DN0340'0.15 MILE TO A HARDSURFACE ROAD TO THE RIGHT.  GO WEST HERE 0.25 MILE
 DN0340'TO THE MARK ON THE RIGHT.
 DN0340
 DN0340                          STATION RECOVERY (1981)
 DN0340
 DN0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DN0340'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN0340'DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND AND HAS BEEN REPORTED AS
 DN0340'DESTROYED BY PRIVATE SURVEYORS.  THERE IS NOT PLACE TO SET AN AZIMUTH
 DN0340'MARK, DUE TO THE STATION NOW BEING SURROUNDED BY HOUSES.  HEAVY BRUSH
 DN0340'PREVENTED A MEASUREMENT BETWEEN MARKS.
 DN0340'
 DN0340'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF FRISCO IN A
 DN0340'SMALL HALF-ACRE PASTURE AND NEXT TO A HOUSE.  THE PROPERTY IS NOW
 DN0340'OWNED BY MR. W.F. REYNOLDS OF FRISCO, TEXAS, ROUTE 2 AND ZIP CODE
 DN0340'75034.
 DN0340'
 DN0340'TO REACH THE STATION FROM FRISCO POST OFFICE, GO WEST ON FARM ROAD
 DN0340'720 FOR 6.40 KM (4.0 MI) TO THE JUNCTION WITH FARM ROAD 423.  TURN
 DN0340'LEFT AND GO SOUTH ON FM 423 FOR 0.32 KM (0.2 MI) TO A SIDE ROAD
 DN0340'RIGHT.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.4 KM (0.25 MI)
 DN0340'TO THE STATION ON THE RIGHT AS DESCRIBED.
 DN0340'
 DN0340'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 DN0340'MONUMENT 25 CENTIMETERS BELOW GROUND STAMPED---POE 1935---.  IT IS
 DN0340'18.29 METERS NORTHEAST OF THE CENTER OF A WIRE GATE, 13.41 METERS
 DN0340'NORTH OF THE CENTER OF THE PAVED ROAD AND 7.92 METERS NORTH OF A
 DN0340'FENCE.
 DN0340'
 DN0340'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---POE NO 1 1935---SET IN
 DN0340'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 CENTIMETERS.  IT IS
 DN0340'6.10 METERS NORTH OF THE CENTER OF THE ROAD, 2.74 METERS NORTHWEST OF
 DN0340'AN 18-INCH HACKBERRY TREE AND 0.75 METER NORTH OF A FENCE.
 DN0340'
 DN0340'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---POE NO 2 1935---SET IN
 DN0340'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 CENTIMETERS.  IT IS
 DN0340'5.79 METERS NORTH OF THE CENTER OF THE ROAD, 0.61 METER NORTHEAST OF
 DN0340'A FENCE AND 0.30 METER NORTH OF THE WEST GATE POST OF A GATE.
 DN0340
 DN0340                          STATION RECOVERY (1995)
 DN0340
 DN0340'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0340'RECOVERED IN GOOD CONDITION.
 DN0340
 DN0340                          STATION RECOVERY (1998)
 DN0340
 DN0340'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0340'RECOVERED IN GOOD CONDITION.
 DN0340
 DN0340                          STATION RECOVERY (2005)
 DN0340
 DN0340'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0340'RECOVERED IN GOOD CONDITION.
 DN0340
 DN0340                          STATION RECOVERY (2005)
 DN0340
 DN0340'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 DN0340'AT THE LOCATION, BRASS PLATE MISSING, BUT 'POE 1935' WAS WRITTEN INTO
 DN0340'THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2219 ***********************************************************************
 AN2219  DESIGNATION -  POE 1934
 AN2219  PID         -  AN2219
 AN2219  STATE/COUNTY-  TX/MATAGORDA
 AN2219  USGS QUAD   -  PALACIOS POINT (1973)
 AN2219
 AN2219                         *CURRENT SURVEY CONTROL
 AN2219  ___________________________________________________________________
 AN2219* NAD 83(1993)-  28 30 56.82427(N)    096 10 21.42886(W)     ADJUSTED  
 AN2219* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AN2219  ___________________________________________________________________
 AN2219  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AN2219  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AN2219
 AN2219  HORZ ORDER  -  THIRD
 AN2219
 AN2219.The horizontal coordinates were established by classical geodetic methods
 AN2219.and adjusted by the National Geodetic Survey in February 1996..
 AN2219
 AN2219.The orthometric height was scaled from a topographic map.
 AN2219
 AN2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2219
 AN2219.The geoid height was determined by GEOID03.
 AN2219
 AN2219;                    North         East     Units Scale Factor Converg.
 AN2219;SPC TXSC     - 4,078,981.557   876,734.265   MT  0.99996462   +1 23 06.6
 AN2219;SPC TXSC     -13,382,458.66  2,876,419.00   sFT  0.99996462   +1 23 06.6
 AN2219;UTM  14      - 3,157,601.875   776,721.860   MT  1.00054515   +1 21 02.4
 AN2219
 AN2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2219!SPC TXSC     -   1.00000356  x   0.99996462  =   0.99996818
 AN2219!UTM  14      -   1.00000356  x   1.00054515  =   1.00054871
 AN2219
 AN2219                          SUPERSEDED SURVEY CONTROL
 AN2219
 AN2219  NAD 83(1986)-  28 30 56.83103(N)    096 10 21.41005(W) AD(       ) 3
 AN2219  NAD 27      -  28 30 55.83600(N)    096 10 20.52200(W) AD(       ) 3
 AN2219
 AN2219.Superseded values are not recommended for survey control.
 AN2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2219.See file dsdata.txt to determine how the superseded data were derived.
 AN2219
 AN2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7672257602(NAD 83)
 AN2219_MARKER: DS = TRIANGULATION STATION DISK
 AN2219_SETTING: 0 = UNSPECIFIED SETTING
 AN2219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2219
 AN2219  HISTORY     - Date     Condition        Report By
 AN2219  HISTORY     - 1934     MONUMENTED       CGS
 AN2219  HISTORY     - 1937     GOOD             TSI
 AN2219  HISTORY     - 1938     GOOD             CGS
 AN2219  HISTORY     - 1947     GOOD             CGS
 AN2219  HISTORY     - 1948     GOOD             USE
 AN2219  HISTORY     - 1969     GOOD             CGS
 AN2219  HISTORY     - 1983     GOOD             LOCENG
 AN2219
 AN2219                          STATION DESCRIPTION
 AN2219
 AN2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2219'STATION IS LOCATED ON MATAGORDA PENINSULA, ABOUT 15 MILES
 AN2219'NE OF PORT O CONNOR, ON N SIDE OF SAND RIDGE, ABOUT 200
 AN2219'METERS FROM GULF SHORE HIGH-WATER MARK, AND ABOUT 1 MILE
 AN2219'NE OF LONG LINE OF CEDARS EXTENDING HALFWAY ACROSS THE PENINSULA.
 AN2219'
 AN2219'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2219'
 AN2219'NO REFERENCE MARK WAS SET.
 AN2219'
 AN2219'HEIGHT OF LIGHT ABOVE STATION MARK - 2.5 METERS.
 AN2219
 AN2219                          STATION RECOVERY (1937)
 AN2219
 AN2219'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2219'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AN2219
 AN2219                          STATION RECOVERY (1938)
 AN2219
 AN2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2219'STATION RECOVERED IN GOOD CONDITION.  THERE ARE NO REFERENCE
 AN2219'MARKS.
 AN2219'
 AN2219'STATION IS LOCATED ON THE GULF SIDE OF MATAGORDA PENINSULA,
 AN2219'ABOUT 2 MILES E OF COTTON BAYOU, AND 200 METERS FROM THE
 AN2219'GULF HIGH-WATER LINE.  IT IS ON THE N SIDE OF A SAND RIDGE
 AN2219'AND ABOUT ONE MILE E OF A PROMINENT CLUMP OF CEDAR TREES.
 AN2219
 AN2219                          STATION RECOVERY (1947)
 AN2219
 AN2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2219'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN2219
 AN2219                          STATION RECOVERY (1948)
 AN2219
 AN2219'RECOVERY NOTE BY US ENGINEERS 1948 (TLC)
 AN2219'STATION WAS RECOVERED IN GOOD CONDITION.  CONCRETE BOMB
 AN2219'SHELTERS ABOUT 8 FEET HIGH WERE OBSERVED, ONE ABOUT 1,500
 AN2219'FEET N 01 DEG 30 MIN W, AND ONE ABOUT 1/2 MILE N 43 DEG
 AN2219'30 MIN E MAGNETIC.
 AN2219'
 AN2219'A 4-INCH IRON PIPE WITH EIGHT 1 X 4S AS CROSS-LATTICE WORK
 AN2219'IN TOP WAS LEFT OVER THE STATION WITH THREE GUY WIRES.
 AN2219
 AN2219                          STATION RECOVERY (1969)
 AN2219
 AN2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2219'THE STATION WAS NOT VISITED AT THIS TIME.  A U.S.E. ENGINEER
 AN2219'STATED THAT THEY HAD USED THE STATION IN LATE 1968.  HE
 AN2219'FOUND THE STATION TO BE ADEQUATELY DESCRIBED AND IN GOOD
 AN2219'CONDITION.
 AN2219
 AN2219                          STATION RECOVERY (1983)
 AN2219
 AN2219'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (FM)
 AN2219'POE 1934 RECOVERED GOOD.
 AN2219'
 AN2219'THE STATION WAS FOUND IN GOOD CONDITION AND THE DESCRIPTION IS
 AN2219'ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0341 ***********************************************************************
 DN0341  DESIGNATION -  POE RM 1
 DN0341  PID         -  DN0341
 DN0341  STATE/COUNTY-  TX/DENTON
 DN0341  USGS QUAD   -  LITTLE ELM (1968)
 DN0341
 DN0341                         *CURRENT SURVEY CONTROL
 DN0341  ___________________________________________________________________
 DN0341* NAD 83(1986)-  33 09 05.     (N)    096 53 44.     (W)     SCALED    
 DN0341* NAVD 88     -       177.557  (meters)     582.53   (feet)  ADJUSTED  
 DN0341  ___________________________________________________________________
 DN0341  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN0341  DYNAMIC HT  -         177.359 (meters)     581.89  (feet)  COMP
 DN0341  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 DN0341
 DN0341  VERT ORDER  -  SECOND    CLASS 0
 DN0341
 DN0341.The horizontal coordinates were scaled from a topographic map and have
 DN0341.an estimated accuracy of +/- 6 seconds.
 DN0341
 DN0341.The orthometric height was determined by differential leveling
 DN0341.and adjusted by the National Geodetic Survey in June 1991..
 DN0341
 DN0341.The geoid height was determined by GEOID03.
 DN0341
 DN0341.The dynamic height is computed by dividing the NAVD 88
 DN0341.geopotential number by the normal gravity value computed on the
 DN0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0341.degrees latitude (g = 980.6199 gals.).
 DN0341
 DN0341.The modeled gravity was interpolated from observed gravity values.
 DN0341
 DN0341;                    North         East    Units  Estimated Accuracy
 DN0341;SPC TXNC     - 2,165,780.      749,660.      MT  (+/- 180 meters Scaled)
 DN0341
 DN0341                          SUPERSEDED SURVEY CONTROL
 DN0341
 DN0341  NGVD 29 (??/??/92)  177.56   (m)          582.5    (f) COMPUTED    2 0
 DN0341
 DN0341.Superseded values are not recommended for survey control.
 DN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0341.See file dsdata.txt to determine how the superseded data were derived.
 DN0341
 DN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB962700(NAD 83)
 DN0341_MARKER: DR = REFERENCE MARK DISK
 DN0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0341_STAMPING: POE NO. 1 1935
 DN0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0341+STABILITY: SURFACE MOTION
 DN0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0341+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 DN0341
 DN0341  HISTORY     - Date     Condition        Report By
 DN0341  HISTORY     - 1935     MONUMENTED       CGS
 DN0341  HISTORY     - 1960     GOOD             NGS
 DN0341  HISTORY     - 19950708 GOOD             USPSQD
 DN0341  HISTORY     - 19980214 GOOD             USPSQD
 DN0341  HISTORY     - 20031030 GOOD             JCLS
 DN0341  HISTORY     - 20050517 GOOD             JCLS
 DN0341  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0341
 DN0341                          STATION DESCRIPTION
 DN0341
 DN0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0341'3 MI SE FROM LITTLE ELM.
 DN0341'3.0 MILES SOUTHEAST FROM LITTLE ELM, 1/4 MILE SOUTHWEST OF THE
 DN0341'JUNCTION OF F.M. ROADS NOS. 720 AND 423, ABOUT 100 YARDS WEST OF A
 DN0341'LARGE OPEN SHED, 9 FEET WEST, NORTHWEST OF A LONE HACKBERRY TREE, 14
 DN0341'YARDS WEST OF A FENCE CORNER AND 2 1/2 FEET NORTH OF THE NORTH
 DN0341'RIGHT-OF-WAY FENCE LINE OF A HARDSURFACE ROAD, AND IN THE EDGE OF AN
 DN0341'OPEN AREA.  A STANDARD DISK STAMPED POE 1935 NO. 1 IN A CONCRETE
 DN0341'MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
 DN0341
 DN0341                          STATION RECOVERY (1995)
 DN0341
 DN0341'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0341'RECOVERED IN GOOD CONDITION.
 DN0341
 DN0341                          STATION RECOVERY (1998)
 DN0341
 DN0341'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0341'RECOVERED IN GOOD CONDITION.
 DN0341
 DN0341                          STATION RECOVERY (2003)
 DN0341
 DN0341'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 DN0341'RECOVERED IN GOOD CONDITION.
 DN0341
 DN0341                          STATION RECOVERY (2005)
 DN0341
 DN0341'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 DN0341'RECOVERED IN GOOD CONDITION.
 DN0341
 DN0341                          STATION RECOVERY (2005)
 DN0341
 DN0341'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0342 ***********************************************************************
 DN0342  DESIGNATION -  POE RM 2
 DN0342  PID         -  DN0342
 DN0342  STATE/COUNTY-  TX/DENTON
 DN0342  USGS QUAD   -  LITTLE ELM (1968)
 DN0342
 DN0342                         *CURRENT SURVEY CONTROL
 DN0342  ___________________________________________________________________
 DN0342* NAD 83(1986)-  33 09 05.     (N)    096 53 44.     (W)     SCALED    
 DN0342* NAVD 88     -       177.585  (meters)     582.63   (feet)  ADJUSTED  
 DN0342  ___________________________________________________________________
 DN0342  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN0342  DYNAMIC HT  -         177.387 (meters)     581.98  (feet)  COMP
 DN0342  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 DN0342
 DN0342  VERT ORDER  -  SECOND    CLASS 0
 DN0342
 DN0342.The horizontal coordinates were scaled from a topographic map and have
 DN0342.an estimated accuracy of +/- 6 seconds.
 DN0342
 DN0342.The orthometric height was determined by differential leveling
 DN0342.and adjusted by the National Geodetic Survey in June 1991..
 DN0342
 DN0342.The geoid height was determined by GEOID03.
 DN0342
 DN0342.The dynamic height is computed by dividing the NAVD 88
 DN0342.geopotential number by the normal gravity value computed on the
 DN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0342.degrees latitude (g = 980.6199 gals.).
 DN0342
 DN0342.The modeled gravity was interpolated from observed gravity values.
 DN0342
 DN0342;                    North         East    Units  Estimated Accuracy
 DN0342;SPC TXNC     - 2,165,780.      749,660.      MT  (+/- 180 meters Scaled)
 DN0342
 DN0342                          SUPERSEDED SURVEY CONTROL
 DN0342
 DN0342  NGVD 29 (??/??/92)  177.59   (m)          582.6    (f) COMPUTED    2 0
 DN0342
 DN0342.Superseded values are not recommended for survey control.
 DN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0342.See file dsdata.txt to determine how the superseded data were derived.
 DN0342
 DN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB962700(NAD 83)
 DN0342_MARKER: DR = REFERENCE MARK DISK
 DN0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0342_STAMPING: POE 1935 NO 2
 DN0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0342+STABILITY: SURFACE MOTION
 DN0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0342+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DN0342
 DN0342  HISTORY     - Date     Condition        Report By
 DN0342  HISTORY     - 1935     MONUMENTED       CGS
 DN0342  HISTORY     - 1960     GOOD             NGS
 DN0342  HISTORY     - 19950708 GOOD             USPSQD
 DN0342  HISTORY     - 19980214 GOOD             USPSQD
 DN0342  HISTORY     - 20051031 POOR             BOHAN
 DN0342  HISTORY     - 20051112 GOOD             USPSQD
 DN0342
 DN0342                          STATION DESCRIPTION
 DN0342
 DN0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0342'3 MI SE FROM LITTLE ELM.
 DN0342'3 MILES SOUTHEAST FROM LITTLE ELM, 1/4 MILE SOUTHWEST OF THE JUNCTION
 DN0342'OF F.M. ROADS NOS. 720 AND 423, IN THE SOUTHEAST CORNER OF THE FRONT
 DN0342'YARD OF A SMALL WHITE HOUSE, ABOUT 21 FEET NORTH OF THE CENTERLINE OF
 DN0342'A HARDSURFACE ROAD AND 1 1/2 FEET NORTHWEST OF A FENCE CORNER.  A
 DN0342'STANDARD REFERENCE DISK STAMPED POE 1935 NO. 2 IN A CONCRETE POST
 DN0342'WHICH PROJECTS ABOUT 4 INCHES.
 DN0342
 DN0342                          STATION RECOVERY (1995)
 DN0342
 DN0342'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0342'RECOVERED IN GOOD CONDITION.
 DN0342
 DN0342                          STATION RECOVERY (1998)
 DN0342
 DN0342'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0342'RECOVERED IN GOOD CONDITION.
 DN0342
 DN0342                          STATION RECOVERY (2005)
 DN0342
 DN0342'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0342'MARK RECOVERED IN POOR CONDITION.
 DN0342
 DN0342                          STATION RECOVERY (2005)
 DN0342
 DN0342'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 DN0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2141 ***********************************************************************
 AN2141  DESIGNATION -  POESTA
 AN2141  PID         -  AN2141
 AN2141  STATE/COUNTY-  TX/BEE
 AN2141  USGS QUAD   -  BEEVILLE EAST (1979)
 AN2141
 AN2141                         *CURRENT SURVEY CONTROL
 AN2141  ___________________________________________________________________
 AN2141* NAD 83(1993)-  28 28 13.11530(N)    097 40 24.93861(W)     ADJUSTED  
 AN2141* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 AN2141  ___________________________________________________________________
 AN2141  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AN2141  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN2141
 AN2141  HORZ ORDER  -  THIRD
 AN2141
 AN2141.The horizontal coordinates were established by classical geodetic methods
 AN2141.and adjusted by the National Geodetic Survey in February 1996..
 AN2141
 AN2141.The orthometric height was scaled from a topographic map.
 AN2141
 AN2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2141
 AN2141.The geoid height was determined by GEOID03.
 AN2141
 AN2141;                    North         East     Units Scale Factor Converg.
 AN2141;SPC TXSC     - 4,071,333.156   729,891.048   MT  0.99997617   +0 38 59.4
 AN2141;SPC TXSC     -13,357,365.53  2,394,650.88   sFT  0.99997617   +0 38 59.4
 AN2141;UTM  14      - 3,150,019.372   629,851.343   MT  0.99980809   +0 37 56.6
 AN2141
 AN2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2141!SPC TXSC     -   0.99999246  x   0.99997617  =   0.99996863
 AN2141!UTM  14      -   0.99999246  x   0.99980809  =   0.99980055
 AN2141
 AN2141|---------------------------------------------------------------------|
 AN2141| PID    Reference Object                     Distance      Geod. Az  |
 AN2141|                                                           dddmmss.s |
 AN2141| CV5136 POESTA RM 1                          19.822 METERS 03512     |
 AN2141| CV5135 POESTA AZ MK                                       2281634.8 |
 AN2141| CV5137 POESTA RM 2                          19.601 METERS 24136     |
 AN2141|---------------------------------------------------------------------|
 AN2141
 AN2141                          SUPERSEDED SURVEY CONTROL
 AN2141
 AN2141  NAD 83(1986)-  28 28 13.12165(N)    097 40 24.92108(W) AD(       ) 3
 AN2141  NAD 27      -  28 28 12.13400(N)    097 40 23.93200(W) AD(       ) 3
 AN2141
 AN2141.Superseded values are not recommended for survey control.
 AN2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2141.See file dsdata.txt to determine how the superseded data were derived.
 AN2141
 AN2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2985150019(NAD 83)
 AN2141_MARKER: DS = TRIANGULATION STATION DISK
 AN2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2141
 AN2141  HISTORY     - Date     Condition        Report By
 AN2141  HISTORY     - 1952     MONUMENTED       CGS
 AN2141  HISTORY     - 1963     GOOD             CGS
 AN2141  HISTORY     - 19960727 GOOD             USPSQD
 AN2141
 AN2141                          STATION DESCRIPTION
 AN2141
 AN2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2141'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF BEEVILLE,
 AN2141'ABOUT 6.5 MILES SOUTHWEST OF BERCLAIR AND ABOUT 2.5 MILES
 AN2141'NORTHEAST OF THE RAILWAY STATION AT POESTA, ON A SANDY BANK
 AN2141'BETWEEN U.S. HIGHWAY 59 AND THE RAILROAD TRACKS.
 AN2141'
 AN2141'TO REACH THE STATION FROM BEEVILLE, GO NORTHEAST, FROM
 AN2141'THE COURTHOUSE, ON U.S. HIGHWAY 59 FOR 6.3 MILES TO THE
 AN2141'AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW.  CONTINUE NORTHEAST
 AN2141'ON THE HIGHWAY 0.5 MILES TO THE STATION ON THE LEFT.
 AN2141'
 AN2141'THE STATION MARK IS STAMPED POESTA 1952.  IT IS A STANDARD
 AN2141'DISK IN A CONCRETE MONUMENT, THE TOP OF WHICH IS 1 FOOT BELOW
 AN2141'THE GROUND LEVEL.  IT IS 50 FEET NORTH OF AND 4 FEET HIGHER
 AN2141'THAN THE CENTERLINE OF U.S. HIGHWAY 59, 32 FEET SOUTH OF THE
 AN2141'EDGE OF THE RAILROAD CUT, 15 FEET SOUTHWEST OF A HIGHWAY
 AN2141'RIGHT-OF-WAY MONUMENT AND 8 FEET NORTHWEST OF A WITNESS POST.
 AN2141'
 AN2141'REFERENCE MARK 1 IS STAMPED POESTA NO 1 1952.  IT IS A STANDARD
 AN2141'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 AN2141'IS 60 FEET NORTH OF AND 6 FEET HIGHER THAN THE CENTERLINE
 AN2141'OF U.S. HIGHWAY 59, 18 FEET SOUTH OF THE EDGE OF THE RAILROAD
 AN2141'CUT AND 3 FEET NORTHWEST OF A TELEPHONE POLE.
 AN2141'
 AN2141'REFERENCE MARK 2 IS STAMPED POESTA NO 2 1952.  IT IS A STANDARD
 AN2141'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 AN2141'IS 60 FEET NORTH OF AND 6 FEET HIGHER THAN THE CENTERLINE
 AN2141'OF U.S. HIGHWAY 59, 18 FEET SOUTH OF THE EDGE OF THE RAILROAD
 AN2141'CUT AND 5 FEET EAST OF A TELEPHONE POLE.
 AN2141'
 AN2141'THE AZIMUTH MARK IS STAMPED POESTA 1952.  IT IS A STANDARD
 AN2141'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 AN2141'IS 67 FEET SOUTH OF WHERE A SIDE ROAD CROSSES THE RAILROAD
 AN2141'TRACKS, 42 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 59,
 AN2141'21 FEET SOUTH OF POWERLINE POLE NO. 1997 1/2, 18 FEET WEST
 AN2141'OF CENTERLINE OF A SIDE ROAD AND 4 FEET NORTHEAST OF A WITNESS
 AN2141'POST.
 AN2141'
 AN2141'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 AN2141
 AN2141                          STATION RECOVERY (1963)
 AN2141
 AN2141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AN2141'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK RECOVERED
 AN2141'IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING TO STATION
 AN2141'SITE ARE CORRECT.
 AN2141
 AN2141                          STATION RECOVERY (1996)
 AN2141
 AN2141'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1142 ***********************************************************************
 AH1142  DESIGNATION -  POGY
 AH1142  PID         -  AH1142
 AH1142  STATE/COUNTY-  TX/ARANSAS
 AH1142  USGS QUAD   -  PORT ARANSAS (1975)
 AH1142
 AH1142                         *CURRENT SURVEY CONTROL
 AH1142  ___________________________________________________________________
 AH1142* NAD 83(1993)-  27 51 43.83324(N)    097 02 58.50861(W)     ADJUSTED  
 AH1142* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1142  ___________________________________________________________________
 AH1142  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1142  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH1142
 AH1142  HORZ ORDER  -  SECOND
 AH1142
 AH1142.The horizontal coordinates were established by classical geodetic methods
 AH1142.and adjusted by the National Geodetic Survey in February 1996..
 AH1142
 AH1142.The orthometric height was scaled from a topographic map.
 AH1142
 AH1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1142
 AH1142.The geoid height was determined by GEOID03.
 AH1142
 AH1142;                    North         East     Units Scale Factor Converg.
 AH1142;SPC TXSC     - 4,004,798.903   792,117.583   MT  1.00019033   +0 57 19.9
 AH1142;SPC TXSC     -13,139,077.73  2,598,805.77   sFT  1.00019033   +0 57 19.9
 AH1142;SPC TX S     - 5,244,074.322   442,844.479   MT  1.00000743   +0 39 30.6
 AH1142;SPC TX S     -17,204,933.84  1,452,898.93   sFT  1.00000743   +0 39 30.6
 AH1142;UTM  14      - 3,083,462.960   692,034.131   MT  1.00005519   +0 54 42.5
 AH1142
 AH1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1142!SPC TXSC     -   1.00000385  x   1.00019033  =   1.00019418
 AH1142!SPC TX S     -   1.00000385  x   1.00000743  =   1.00001128
 AH1142!UTM  14      -   1.00000385  x   1.00005519  =   1.00005904
 AH1142
 AH1142|---------------------------------------------------------------------|
 AH1142| PID    Reference Object                     Distance      Geod. Az  |
 AH1142|                                                           dddmmss.s |
 AH1142| AH1150 POGY RM 1                            55.612 METERS 07154     |
 AH1142| AH1166 ARANSAS PASS SPUR BCN 4             APPROX. 3.0 KM 1614719.6 |
 AH1142| CV2808 POGY RM 2                            56.310 METERS 17515     |
 AH1142| AH1152 CORPUS CHRI CHAN AE RNG R LT        APPROX. 1.8 KM 1774513.5 |
 AH1142| AH1137 KNOLL                               APPROX. 8.6 KM 2054841.2 |
 AH1142| AH1138 CORPUS CHRISTI CHAN LIGHT 1         APPROX. 4.1 KM 2310841.1 |
 AH1142| AH1180 CORPUS CHRI CHAN LT 14 BCN 2        APPROX. 8.2 KM 2462756.7 |
 AH1142|---------------------------------------------------------------------|
 AH1142
 AH1142                          SUPERSEDED SURVEY CONTROL
 AH1142
 AH1142  NAD 83(1986)-  27 51 43.84033(N)    097 02 58.48676(W) AD(       ) 2
 AH1142  NAD 27      -  27 51 42.74500(N)    097 02 57.52700(W) AD(       ) 2
 AH1142
 AH1142.Superseded values are not recommended for survey control.
 AH1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1142.See file dsdata.txt to determine how the superseded data were derived.
 AH1142
 AH1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9203483463(NAD 83)
 AH1142_MARKER: DS = TRIANGULATION STATION DISK
 AH1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1142
 AH1142  HISTORY     - Date     Condition        Report By
 AH1142  HISTORY     - 1934     MONUMENTED       CGS
 AH1142  HISTORY     - 1937     GOOD             LOCENG
 AH1142  HISTORY     - 1943     MARK NOT FOUND   USE
 AH1142  HISTORY     - 1948     MARK NOT FOUND   CGS
 AH1142  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1142
 AH1142                          STATION DESCRIPTION
 AH1142
 AH1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1142'STATION IS ON ST. JOSEPH ISLAND, ABOUT 1-1/2 MILES NNE OF
 AH1142'PORT ARANSAS.  IT IS ACROSS THE CHANNEL E FROM LIGHTHOUSE
 AH1142'AT THE SITE OF OLD POGY FACTORY, 15 METERS E OF BAY SHORE.
 AH1142'IT IS IN A SQUARE FORMED BY 4 OLD PILINGS AND MEASUREMENTS
 AH1142'TO THESE ARE 2.6 METERS NE OF SW PILING, 2.7 METERS SW OF NE
 AH1142'PILING, 2.5 METERS NW OF SE PILING, AND 2.7 METERS SE OF NW
 AH1142'PILING.
 AH1142'
 AH1142'BEARINGS FROM THE STATION ARE AS FOLLOWS--DAY BEACON S OF
 AH1142'LIGHTHOUSE, 252 DEG 30 MIN.  LIGHTHOUSE, 251 DEG 00 MIN.
 AH1142'PORT ARANSAS, WATER TANK, 214 DEG 30 MIN.  U.S. COAST GUARD
 AH1142'CUPOLA, 189 DEG 30 MIN.  OLD PIER HEAD OF POGY FACTORY WHARF
 AH1142'WHICH EXTENDS APPROXIMATELY 50 METERS FROM BEACH INTO BAY,
 AH1142'276 DEG 30 MIN.
 AH1142'
 AH1142'HEIGHT OF LIGHT ABOVE STATION MARK - 9.14 METERS.
 AH1142
 AH1142                          STATION RECOVERY (1937)
 AH1142
 AH1142'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 AH1142'RECOVERED BY GEOTECHNICAL CORP
 AH1142'
 AH1142'RECOVERED.
 AH1142
 AH1142                          STATION RECOVERY (1943)
 AH1142
 AH1142'RECOVERY NOTE BY US ENGINEERS 1943
 AH1142'STATION WAS FOUND IN WATER AND IT IS NOT KNOWN WHETHER IT IS
 AH1142'THE SURFACE OR SUBSURFACE MARKER.  THE BANK IS ABOUT 12 FEET
 AH1142'BACK OF MARK.  HIGH HEAVY TRIPOD HAS BEEN ERECTED OVER AND
 AH1142'AROUND THE STATION BY THE U.S. ENGINEERS OF THE CORPUS CHRISTI
 AH1142'FIELD OFFICE.  NO SEARCH WAS MADE FOR THE REFERENCE MARKS.
 AH1142
 AH1142                          STATION RECOVERY (1948)
 AH1142
 AH1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1142'AREA OF THE STATION MARK IS COVERED BY ABOUT 6 FEET OF WATER
 AH1142'AND THE STATION IS WASHED OUT.
 AH1142'
 AH1142'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 AH1142'
 AH1142'A HEAVY TRIPOD ERECTED OVER THE STATION BY THE U.S.E. FIELD
 AH1142'OFFICE AT CORPUS CHRISTI IS STILL IN GOOD CONDITION.
 AH1142
 AH1142                          STATION RECOVERY (1949)
 AH1142
 AH1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1142'STATION NOT RECOVERED.  STATION SITE IS NOW ABOUT 50.0 FEET
 AH1142'OFFSHORE.  THE U.S.E.D. HAS BUILT A WOODEN TOWER OVER WHAT IS
 AH1142'BELIEVED TO BE THE STATION.
 AH1142'
 AH1142'R.M. 2 WAS FOUND AT WATERS EDGE, OVERTURNED AND MISPLACED.
 AH1142'R.M. 2 DESTROYED.
 AH1142'
 AH1142'R.M. 1 WAS FOUND IN GOOD CONDITION.  DISTANCE FROM R.M. 1 TO
 AH1142'CENTER OF TOWER WAS CHECKED AND FOUND TO BE 55.40 METERS.  IT
 AH1142'IS A BRONZE REFERENCE DISK SET IN TOP OF 1-FOOT SQUARE CONCRETE
 AH1142'MONUMENT PROJECTING 4 INCHES ABOVE GROUND AND STAMPED POGY
 AH1142'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1153 ***********************************************************************
 AH1153  DESIGNATION -  POGY 2
 AH1153  PID         -  AH1153
 AH1153  STATE/COUNTY-  TX/ARANSAS
 AH1153  USGS QUAD   -  PORT ARANSAS (1975)
 AH1153
 AH1153                         *CURRENT SURVEY CONTROL
 AH1153  ___________________________________________________________________
 AH1153* NAD 83(1993)-  27 51 44.12223(N)    097 02 55.84626(W)     ADJUSTED  
 AH1153* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1153  ___________________________________________________________________
 AH1153  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1153  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH1153
 AH1153  HORZ ORDER  -  THIRD
 AH1153
 AH1153.The horizontal coordinates were established by classical geodetic methods
 AH1153.and adjusted by the National Geodetic Survey in February 1996..
 AH1153.No horizontal observational check was made to the station.
 AH1153
 AH1153.The orthometric height was scaled from a topographic map.
 AH1153
 AH1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1153
 AH1153.The geoid height was determined by GEOID03.
 AH1153
 AH1153;                    North         East     Units Scale Factor Converg.
 AH1153;SPC TXSC     - 4,004,809.015   792,190.273   MT  1.00019029   +0 57 21.2
 AH1153;SPC TXSC     -13,139,110.91  2,599,044.25   sFT  1.00019029   +0 57 21.2
 AH1153;SPC TX S     - 5,244,084.055   442,917.208   MT  1.00000745   +0 39 31.8
 AH1153;SPC TX S     -17,204,965.77  1,453,137.54   sFT  1.00000745   +0 39 31.8
 AH1153;UTM  14      - 3,083,473.015   692,106.819   MT  1.00005553   +0 54 43.7
 AH1153
 AH1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1153!SPC TXSC     -   1.00000385  x   1.00019029  =   1.00019414
 AH1153!SPC TX S     -   1.00000385  x   1.00000745  =   1.00001130
 AH1153!UTM  14      -   1.00000385  x   1.00005553  =   1.00005938
 AH1153
 AH1153|---------------------------------------------------------------------|
 AH1153| PID    Reference Object                     Distance      Geod. Az  |
 AH1153|                                                           dddmmss.s |
 AH1153| CV2810 POGY 2 RM 4                          10.428 METERS 09300     |
 AH1153| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX. 0.8 KM 2855238.8 |
 AH1153| AH1150 POGY RM 1                            21.662 METERS 29246     |
 AH1153|---------------------------------------------------------------------|
 AH1153
 AH1153                          SUPERSEDED SURVEY CONTROL
 AH1153
 AH1153  NAD 83(1986)-  27 51 44.12933(N)    097 02 55.82441(W) AD(       ) 3
 AH1153  NAD 27      -  27 51 43.03370(N)    097 02 54.86488(W) AD(       ) 3
 AH1153
 AH1153.Superseded values are not recommended for survey control.
 AH1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1153.See file dsdata.txt to determine how the superseded data were derived.
 AH1153
 AH1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9210783473(NAD 83)
 AH1153_MARKER: DS = TRIANGULATION STATION DISK
 AH1153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1153
 AH1153  HISTORY     - Date     Condition        Report By
 AH1153  HISTORY     - 1976     MONUMENTED       NGS
 AH1153  HISTORY     - 1977     GOOD             NGS
 AH1153
 AH1153                          STATION DESCRIPTION
 AH1153
 AH1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AH1153'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH-NORTHEAST OF PORT
 AH1153'ARANSAS, ON THE WEST SHORE-LINE OF JOSEPH ISLAND, AND IS DUE EAST
 AH1153'ACROSS THE LYDIA ANN CHANNEL FROM THE ARANSAS PASS LIGHTHOUSE.
 AH1153'
 AH1153'THE STATION CAN BE REACHED BY BOAT FROM PORT ARANSAS.
 AH1153'
 AH1153'THE STATION MARK IS A STANDARD DISK, CEMENTED IN THE TOP OF A
 AH1153'4-INCH IRON PIPE, THAT IS ABOUT 4-FEET LONG, PROJECTS ABOUT 4-INCHES
 AH1153'AND THE DISK IS STAMPED POGY 2 1976.  IT IS 71 FEET EAST OF THE
 AH1153'PRESENT WATER-LINE, 68 FEET EAST OF A METAL WITNESS POST AND IS
 AH1153'1-FOOT SOUTH OF A 4 X 4 INCH CONCRETE POST, THAT PROJECTS ABOUT
 AH1153'14-INCHES.
 AH1153'
 AH1153'NOTE--THE STATION IS ONLY ABOUT A FOOT OR SO, ABOVE THE WATER-LINE.
 AH1153'
 AH1153'REFERENCE MARK NO. 3 IS A STANDARD DISK, CEMENTED IN THE TOP OF A
 AH1153'4-INCH IRON PIPE, THAT IS 4-FEET LONG AND PROJECTS ABOUT 6-INCHES
 AH1153'AND THE DISK IS STAMPED POGY 2 NO 3 1976.  IT IS ABOUT 75 FEET EAST
 AH1153'OF THE PRESENT WATER-LINE OF SHORE, 72 FEET NORTHEAST OF A METAL
 AH1153'WITNESS POST AND 32 FEET NORTH OF A CONCRETE WITNESS POST.
 AH1153'
 AH1153'REFERENCE MARK NO. 4 IS A STANDARD DISK, CEMENTED IN THE TOP OF A
 AH1153'4-INCH IRON PIPE, THAT IS 4-FEET LONG, PROJECTS ABOUT 6-INCHES AND
 AH1153'THE DISK IS STAMPED POGY 2 NO 4 1976.  IT IS 104 FEET EAST OF THE
 AH1153'PRESENT WATER-LINE OF SHORE, 102 FEET EAST OF A METAL WITNESS POST
 AH1153'AND 33 FEET EAST-NORTHEAST OF A CONCRETE WITNESS POST.
 AH1153'
 AH1153'NEAREST TOWN--PORT ARANSAS.
 AH1153
 AH1153                          STATION RECOVERY (1977)
 AH1153
 AH1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1153'STATION MARK, REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 AH1153'CONDITION.  STATION WAS REACHED BY BOAT, MR. BOB KELLEY, ENCINO
 AH1153'APTS. NO. 8, INGLESIDE, TEXAS PHONE NO. 512-776-72-65, WAS THE
 AH1153'BOATMAN.
 AH1153'
 AH1153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 AH1153'NNE OF PORT ARANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1150 ***********************************************************************
 AH1150  DESIGNATION -  POGY RM 1
 AH1150  PID         -  AH1150
 AH1150  STATE/COUNTY-  TX/ARANSAS
 AH1150  USGS QUAD   -  PORT ARANSAS (1975)
 AH1150
 AH1150                         *CURRENT SURVEY CONTROL
 AH1150  ___________________________________________________________________
 AH1150* NAD 83(1993)-  27 51 44.39449(N)    097 02 56.57641(W)     ADJUSTED  
 AH1150* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1150  ___________________________________________________________________
 AH1150  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1150  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH1150
 AH1150  HORZ ORDER  -  SECOND
 AH1150
 AH1150.The horizontal coordinates were established by classical geodetic methods
 AH1150.and adjusted by the National Geodetic Survey in February 1996..
 AH1150
 AH1150.The orthometric height was scaled from a topographic map.
 AH1150
 AH1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1150
 AH1150.The geoid height was determined by GEOID03.
 AH1150
 AH1150;                    North         East     Units Scale Factor Converg.
 AH1150;SPC TXSC     - 4,004,817.063   792,170.157   MT  1.00019026   +0 57 20.9
 AH1150;SPC TXSC     -13,139,137.31  2,598,978.26   sFT  1.00019026   +0 57 20.9
 AH1150;SPC TX S     - 5,244,092.205   442,897.138   MT  1.00000747   +0 39 31.5
 AH1150;SPC TX S     -17,204,992.51  1,453,071.69   sFT  1.00000747   +0 39 31.5
 AH1150;UTM  14      - 3,083,481.077   692,086.712   MT  1.00005544   +0 54 43.4
 AH1150
 AH1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1150!SPC TXSC     -   1.00000385  x   1.00019026  =   1.00019411
 AH1150!SPC TX S     -   1.00000385  x   1.00000747  =   1.00001132
 AH1150!UTM  14      -   1.00000385  x   1.00005544  =   1.00005929
 AH1150
 AH1150|---------------------------------------------------------------------|
 AH1150| PID    Reference Object                     Distance      Geod. Az  |
 AH1150|                                                           dddmmss.s |
 AH1150| CV2809 POGY 2 RM 3                                        08633     |
 AH1150| AH1153 POGY 2                               21.662 METERS 11246     |
 AH1150| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX. 0.8 KM 2854045.3 |
 AH1150|---------------------------------------------------------------------|
 AH1150
 AH1150                          SUPERSEDED SURVEY CONTROL
 AH1150
 AH1150  NAD 83(1986)-  27 51 44.40159(N)    097 02 56.55456(W) AD(       ) 2
 AH1150  NAD 27      -  27 51 43.30600(N)    097 02 55.59500(W) AD(       ) 2
 AH1150
 AH1150.Superseded values are not recommended for survey control.
 AH1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1150.See file dsdata.txt to determine how the superseded data were derived.
 AH1150
 AH1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9208783481(NAD 83)
 AH1150_MARKER: DR = REFERENCE MARK DISK
 AH1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1150
 AH1150  HISTORY     - Date     Condition        Report By
 AH1150  HISTORY     - 1934     MONUMENTED       CGS
 AH1150  HISTORY     - 1959     GOOD             CGS
 AH1150  HISTORY     - 1976     GOOD             NGS
 AH1150
 AH1150                          STATION DESCRIPTION
 AH1150
 AH1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WG)
 AH1150'NOTE BY U.S.E. 1943 STILL HOLDS FOR POGY, EXCEPT THAT WE DID
 AH1150'NOT LOOK FOR MARKER-IT WOULD BE IN 6-8 FEET OF WATER, IF IT
 AH1150'IS STILL THERE.  HIGH HEAVY 4-LEGGED TOWER IS STILL IN PLACE.
 AH1150'
 AH1150'REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AH1150
 AH1150                          STATION RECOVERY (1976)
 AH1150
 AH1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AH1150'THE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  ALL OTHER MARKS
 AH1150'HAVE BEEN DESTROYED BY EROSION.
 AH1150'
 AH1150'THE MARK IS NOW AT THE EDGE OF WATER-LINE AND WILL BE DESTROYED BY
 AH1150'EROSION IN THE NEAR FUTURE.
 AH1150'
 AH1150'POGY 2 WAS ESTABLISHED ABOUT 70 FEET EAST OF THE PRESENT WATER-LINE
 AH1150'AND A TRAVERSE TIE WAS MADE BETWEEN THE TWO STATIONS.
 AH1150'
 AH1150'SEE DESCRIPTION TO POGY 2 1976.
 AH1150'
 AH1150'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PORT ARANSAS
 AH1150'NNE 1-1/2 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0846 ***********************************************************************
 CR0846  DESIGNATION -  POINT
 CR0846  PID         -  CR0846
 CR0846  STATE/COUNTY-  TX/RAINS
 CR0846  USGS QUAD   -  EMORY NORTH (1980)
 CR0846
 CR0846                         *CURRENT SURVEY CONTROL
 CR0846  ___________________________________________________________________
 CR0846* NAD 83(1993)-  32 55 11.34215(N)    095 51 22.70753(W)     ADJUSTED  
 CR0846* NAVD 88     -       163.395  (meters)     536.07   (feet)  ADJUSTED  
 CR0846  ___________________________________________________________________
 CR0846  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CR0846  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CR0846  DYNAMIC HT  -         163.214 (meters)     535.48  (feet)  COMP
 CR0846  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CR0846
 CR0846  HORZ ORDER  -  FIRST
 CR0846  VERT ORDER  -  FIRST     CLASS II
 CR0846
 CR0846.The horizontal coordinates were established by classical geodetic methods
 CR0846.and adjusted by the National Geodetic Survey in February 1996..
 CR0846
 CR0846.The orthometric height was determined by differential leveling
 CR0846.and adjusted by the National Geodetic Survey in June 1991..
 CR0846
 CR0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0846
 CR0846.The geoid height was determined by GEOID03.
 CR0846
 CR0846.The dynamic height is computed by dividing the NAVD 88
 CR0846.geopotential number by the normal gravity value computed on the
 CR0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0846.degrees latitude (g = 980.6199 gals.).
 CR0846
 CR0846.The modeled gravity was interpolated from observed gravity values.
 CR0846
 CR0846;                    North         East     Units Scale Factor Converg.
 CR0846;SPC TXNC     - 2,142,072.378   847,227.837   MT  0.99987525   +1 26 30.7
 CR0846;SPC TXNC     - 7,027,782.46  2,779,613.33   sFT  0.99987525   +1 26 30.7
 CR0846;UTM  15      - 3,646,018.152   232,888.923   MT  1.00047983   -1 33 11.6
 CR0846
 CR0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0846!SPC TXNC     -   0.99997839  x   0.99987525  =   0.99985365
 CR0846!UTM  15      -   0.99997839  x   1.00047983  =   1.00045821
 CR0846
 CR0846|---------------------------------------------------------------------|
 CR0846| PID    Reference Object                     Distance      Geod. Az  |
 CR0846|                                                           dddmmss.s |
 CR0846| CR0847 POINT RM 3                           17.675 METERS 12154     |
 CR0846| CY2854 POINT RM 1                           54.742 METERS 15250     |
 CR0846| CY2855 POINT RM 2                           23.015 METERS 27321     |
 CR0846| CR0850 N 1163                                             30144     |
 CR0846| CY2853 N 1163                                             3021330.5 |
 CR0846| CR0848 POINT RM 4                           17.047 METERS 30431     |
 CR0846| CR1344 LONE OAK MUNICIPAL TANK             APPROX.11.6 KM 3164226.3 |
 CR0846|---------------------------------------------------------------------|
 CR0846
 CR0846                          SUPERSEDED SURVEY CONTROL
 CR0846
 CR0846  NAD 83(1993)-  32 55 11.34515(N)    095 51 22.70835(W) AD(       ) 1
 CR0846  NAD 83(1986)-  32 55 11.34894(N)    095 51 22.69573(W) AD(       ) 1
 CR0846  NAD 27      -  32 55 10.91800(N)    095 51 21.82400(W) AD(       ) 1
 CR0846  NGVD 29 (??/??/92)  163.402  (m)          536.09   (f) ADJ UNCH    1 2
 CR0846
 CR0846.Superseded values are not recommended for survey control.
 CR0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0846.See file dsdata.txt to determine how the superseded data were derived.
 CR0846
 CR0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS3288946018(NAD 83)
 CR0846_MARKER: DS = TRIANGULATION STATION DISK
 CR0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0846_STAMPING: POINT 1935
 CR0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0846+STABILITY: SURFACE MOTION
 CR0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0846+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 CR0846
 CR0846  HISTORY     - Date     Condition        Report By
 CR0846  HISTORY     - 1935     MONUMENTED       CGS
 CR0846  HISTORY     - 1956     GOOD             CGS
 CR0846  HISTORY     - 1959     GOOD             NGS
 CR0846  HISTORY     - 1963     GOOD             LOCSUR
 CR0846  HISTORY     - 1963     GOOD             NGS
 CR0846  HISTORY     - 1966     GOOD             CGS
 CR0846  HISTORY     - 19950807 GOOD             USPSQD
 CR0846  HISTORY     - 20050423 GOOD             GEOCAC
 CR0846
 CR0846                          STATION DESCRIPTION
 CR0846
 CR0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR0846'STATION IS ABOUT 1 MILE SE OF POINT, AND ABOUT 7 MILES NW OF
 CR0846'EMORY, ON LAND OWNED BY MRS. KATE TRIMBLE.  IT IS 50 FEET
 CR0846'NE OF THE CENTER LINE OF STATE HIGHWAY 42, 127.3 FEET NE
 CR0846'OF THE NE RAIL OF THE MISSOURI, KANSAS, AND TEXAS RAILROAD,
 CR0846'32.2 FEET SE OF CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.  1 FOOT
 CR0846'SW OF NE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 CR0846'
 CR0846'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR0846'BRONZE DISKS SET IN CONCRETE.
 CR0846'
 CR0846'REFERENCE MARK NO. 1 IS SE, AND ACROSS ROAD FROM STATION,
 CR0846'41.1 FEET NE OF NE RAIL OF TRACKS, 24 FEET W OF POWER LINE
 CR0846'POLE, 45 FEET W OF LANE LEADING S, 33 FEET SW OF THE CENTER
 CR0846'LINE OF STATE HIGHWAY 42.  THE MARK PROJECTS 4 INCHES.
 CR0846'
 CR0846'REFERENCE MARK NO. 2 IS W AND ACROSS ROAD FROM STATION, 36
 CR0846'FEET SW OF THE CENTER LINE OF STATE HIGHWAY 42, 38.4 FEET
 CR0846'NE OF NE RAIL OF TRACKS.  THE MARK PROJECTS 3 INCHES.
 CR0846'
 CR0846'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 308.29 FEET.
 CR0846'
 CR0846'AZIMUTH MARK IS NW OF THE STATION ALONG RIGHT-OF-WAY OF
 CR0846'STATE HIGHWAY 42, 28 FEET SW OF THE CENTER LINE OF STATE
 CR0846'HIGHWAY 42, 48 FEET NE OF NE RAIL OF TRACKS, 9 FEET NW OF
 CR0846'POWER LINE POLE.  THE MARK PROJECTS 5 INCHES.
 CR0846'
 CR0846'TO REACH THE STATION FROM THE DEPOT IN POINT--GO SE ON STATE
 CR0846'HIGHWAY 42 FOR 1.15 MILES TO STATION ON NE, (LEFT).
 CR0846'
 CR0846'ALL LIGHTS COME INTO VIEW AT 10 FEET.
 CR0846
 CR0846                          STATION RECOVERY (1956)
 CR0846
 CR0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CR0846'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CR0846'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CR0846'ARE CORRECT.
 CR0846
 CR0846                          STATION RECOVERY (1959)
 CR0846
 CR0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CR0846'1.2 MI SE FROM POINT.
 CR0846'ABOUT 1.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0846'FARM ROAD 47 AT POINT, ABOUT 0.2 MILE SOUTHEAST OF A WOODED RAVINE,
 CR0846'ABOUT 0.1 MILE SOUTHEAST OF A DIRT ROAD LEADING NORTH, 46 FEET
 CR0846'NORTHEAST OF THE CENTER LINE OF THE OLD U. S. HIGHWAY 69, ABOUT 100
 CR0846'FEET NORTHEAST OF THE CENTER LINE OF THE NEW U. S. HIGHWAY 69, AT AN
 CR0846'OLD FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, AND IN THE TOP
 CR0846'OF A CONCRETE POST PROJECTING 2 INCHES.
 CR0846
 CR0846                          STATION RECOVERY (1963)
 CR0846
 CR0846'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 CR0846'RECOVERED BY LONE STAR GAS CO.
 CR0846'
 CR0846'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND IN GOOD
 CR0846'CONDITION.
 CR0846'
 CR0846'STATION HAS A STEEL MARKING POST EAST OF MARK.  HIGHWAY
 CR0846'DESIGNATION IS NOW U.S. 69.  RAILROAD TRACKS HAVE BEEN REMOVED.
 CR0846'DIRECTION FOR PROCEEDING TO STATION IS SATISFACTORY.
 CR0846
 CR0846                          STATION RECOVERY (1963)
 CR0846
 CR0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CR0846'RECOVERED IN GOOD CONDITION.
 CR0846
 CR0846                          STATION RECOVERY (1966)
 CR0846
 CR0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CR0846'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 CR0846'GOOD CONDITION.  REFERENCE MARK NO 2 WAS FOUND TO BE DESTROYED.
 CR0846'AZIMUTH MARK WAS FOUND TO BE IN GOOD CONDITION.  DUE TO ROAD
 CR0846'IMPROVEMENTS THE AZIMUTH MARK AND REFERENCE MARK NO. 1 HAD
 CR0846'TO BE DESTROYED.  A BENCH MARK WAS USED TO SERVE FOR AN
 CR0846'AZIMUTH MARK AND TWO NEW REFERENCE MARKS WERE SET.
 CR0846'
 CR0846'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 7 MILES
 CR0846'NORTHWEST OF EMORY, 1 MILE SOUTHEAST OF POINT, AND ALONG
 CR0846'THE NORTHEAST RIGHT-OF-WAY U.S. HIGHWAY 69.
 CR0846'
 CR0846'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 47 AND
 CR0846'U.S. HIGHWAY 69 IN POINT, GO SOUTHEAST ON U.S. HIGHWAY 69
 CR0846'FOR 0.75 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE
 CR0846'HIGHWAY 0.4 MILE TO STATION ON THE LEFT.
 CR0846'
 CR0846'STATION MARK, A STANDARD DISK, STAMPED POINT 1935 IS SET
 CR0846'IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CR0846'THE GROUND.  IT IS 73 FEET NORTHEAST OF THE CENTER LINE OF THE
 CR0846'HIGHWAY, 56 FEET NORTHWEST OF A POWER LINE POLE, 6 FEET
 CR0846'SOUTHEAST OF A SMALL THORN TREE, AND 1 FOOT NORTHWEST OF A
 CR0846'METAL WITNESS POST.
 CR0846'
 CR0846'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED POINT 1935 NO
 CR0846'3 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CR0846'6 INCHES ABOVE THE GROUND.  IT IS 75 FEET NORTHEAST OF THE
 CR0846'CENTER LINE OF HIGHWAY, AND 2 FEET SOUTHEAST OF A POWER LINE
 CR0846'POLE.
 CR0846'
 CR0846'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED POINT 1935
 CR0846'NO 4 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CR0846'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 74 FEET NORTHEAST
 CR0846'OF THE CENTER LINE OF HIGHWAY, AND 1 FOOT NORTHWEST OF A
 CR0846'METAL WITNESS POST.
 CR0846'
 CR0846'AZIMUTH MARK, A STANDARD BENCH MARK DISK, STAMPED N 1163
 CR0846'1959, IS SET IN A ROUND CONCRETE POST ABOUT 10 INCHES IN DIAMETER
 CR0846'AND PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 139
 CR0846'FEET NORTHWEST OF THE NORTH CORNER OF A FARM HOUSE, 98 FEET
 CR0846'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 69, 81 FEET
 CR0846'NORTHWEST OF A POWER LINE POLE, AND 1 FOOT EAST OF A METAL
 CR0846'WITNESS POST.
 CR0846
 CR0846                          STATION RECOVERY (1995)
 CR0846
 CR0846'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0846'RECOVERED IN GOOD CONDITION.
 CR0846
 CR0846                          STATION RECOVERY (2005)
 CR0846
 CR0846'RECOVERY NOTE BY GEOCACHING 2005 (MPZ)
 CR0846'STATION MARK, REFERENCE MARKS NO.1 AND 2 AND AZIMUTH MARK WERE
 CR0846'RECOVERED IN GOOD CONDITION.
 CR0846'NOTE- STATION MARK WAS FOUND TO BE ABOUT 0.5 FEET UNDERGROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0180 ***********************************************************************
 GK0180  DESIGNATION -  POINT
 GK0180  PID         -  GK0180
 GK0180  STATE/COUNTY-  TX/OCHILTREE
 GK0180  USGS QUAD   -  PICKETT RANCH CREEK (1973)
 GK0180
 GK0180                         *CURRENT SURVEY CONTROL
 GK0180  ___________________________________________________________________
 GK0180* NAD 83(1993)-  36 06 00.17487(N)    100 41 33.09741(W)     ADJUSTED  
 GK0180* NAVD 88     -       899.72   (+/-2cm)    2951.8    (feet)  VERTCON   
 GK0180  ___________________________________________________________________
 GK0180  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 GK0180  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 GK0180
 GK0180  HORZ ORDER  -  FIRST
 GK0180  VERT ORDER  -  THIRD (See Below)
 GK0180
 GK0180.The horizontal coordinates were established by classical geodetic methods
 GK0180.and adjusted by the National Geodetic Survey in February 1996..
 GK0180
 GK0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0180.The vertical order pertains to the NGVD 29 superseded value.
 GK0180
 GK0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0180
 GK0180.The geoid height was determined by GEOID03.
 GK0180
 GK0180;                    North         East     Units Scale Factor Converg.
 GK0180;SPC TX N     - 1,233,276.474   272,710.523   MT  0.99998163   +0 28 04.7
 GK0180;SPC TX N     - 4,046,174.57    894,717.77   sFT  0.99998163   +0 28 04.7
 GK0180;UTM  14      - 3,996,371.508   347,642.636   MT  0.99988602   -0 59 50.7
 GK0180
 GK0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0180!SPC TX N     -   0.99986315  x   0.99998163  =   0.99984478
 GK0180!UTM  14      -   0.99986315  x   0.99988602  =   0.99974919
 GK0180
 GK0180|---------------------------------------------------------------------|
 GK0180| PID    Reference Object                     Distance      Geod. Az  |
 GK0180|                                                           dddmmss.s |
 GK0180| GK0181 POINT RM 1                           22.307 METERS 08613     |
 GK0180| CL3764 POINT AZ MK                                        0900327.0 |
 GK0180| CL3766 POINT RM 3                           17.285 METERS 17804     |
 GK0180| GK1053 FLOWERS                             APPROX. 9.3 KM 2495908.2 |
 GK0180| CL3765 POINT RM 2                            8.774 METERS 35801     |
 GK0180|---------------------------------------------------------------------|
 GK0180
 GK0180                          SUPERSEDED SURVEY CONTROL
 GK0180
 GK0180  NAD 83(1993)-  36 06 00.17519(N)    100 41 33.09730(W) AD(       ) 1
 GK0180  NAD 83(1986)-  36 06 00.18130(N)    100 41 33.08554(W) AD(       ) 1
 GK0180  NAD 27      -  36 06 00.04500(N)    100 41 31.56800(W) AD(       ) 1
 GK0180  NGVD 29 (??/??/??)  899.34   (m)         2950.6    (f) RESET       3  
 GK0180
 GK0180.Superseded values are not recommended for survey control.
 GK0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0180.See file dsdata.txt to determine how the superseded data were derived.
 GK0180
 GK0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4764396372(NAD 83)
 GK0180_MARKER: DS = TRIANGULATION STATION DISK
 GK0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0180_STAMPING: POINT 1952
 GK0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0180+STABILITY: SURFACE MOTION
 GK0180
 GK0180  HISTORY     - Date     Condition        Report By
 GK0180  HISTORY     - 1952     MONUMENTED       CGS
 GK0180  HISTORY     - 1957     GOOD             CGS
 GK0180  HISTORY     - 1973     GOOD             USGS
 GK0180  HISTORY     - 1973     GOOD             USGS
 GK0180
 GK0180                          STATION DESCRIPTION
 GK0180
 GK0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK0180'THE STATION IS LOCATED APPROXIMATELY 22 MILES AIR LINE NORTHWEST
 GK0180'OF CANADIAN.  21 MILES SOUTH-SOUTHEAST OF PERRYTON.  8 MILES
 GK0180'NORTH OF THE CANADIAN RIVER.  4-3/4 MILES WEST OF THE OLD NOTLA
 GK0180'SCHOOL.  3 MILES NORTH OF THE ROBERTS-OCHILTREE COUNTY LINE.
 GK0180'IN THE SOUTHWEST ANGLE OF AN INTERSECTION AND AT THE EAST EDGE
 GK0180'OF A WINDBREAK.
 GK0180'
 GK0180'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 GK0180'AND U.S. HIGHWAY 60, WHICH IS 2-1/4 MILES NORTHEAST OF CANADIAN,
 GK0180'GO NORTHWESTERLY ON U.S. HIGHWAY 83 FOR 17.0 MILES TO A DIAGONAL
 GK0180'CROSS ROAD AND FARM BUILDINGS ON BOTH SIDES OF THE HIGHWAY.
 GK0180'TURN LEFT AND GO WEST ON THE BLADED DIRT ROAD FOR 6.0 MILES
 GK0180'TO FARM BUILDINGS ON THE LEFT, SOUTH SIDE OF THE ROAD.  CONTINUE
 GK0180'WESTERLY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GK0180'CONTINUE WEST ON THE DIRT ROAD FOR 1.0 MILE TO A T-ROAD SOUTH
 GK0180'AND THE STATION 20 YARDS SOUTH OF THE EAST-WEST ROAD AND 12
 GK0180'YARDS WEST OF THE NORTH-SOUTH ROAD.
 GK0180'
 GK0180'THE STATION MARK, STAMPED POINT 1952, IS A BRONZE DISK SET IN
 GK0180'A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 GK0180'11 YARDS SOUTHWEST OF A POWER POLE WHICH SUPPORTS WIRES FOR
 GK0180'BOTH A NORTH-SOUTH POWER LINE AND AN EAST-WEST POWER LINE.
 GK0180'10 FEET EAST OF THE EAST END OF A WIND BREAK AND 4 FEET SOUTHEAST
 GK0180'OF A WHITE WITNESS POST.
 GK0180'
 GK0180'REFERENCE MARK NO. 1, STAMPED POINT NO 1 1952, IS A BRONZE
 GK0180'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.
 GK0180'IT IS 8 YARDS EAST OF THE CENTER OF THE NORTH-SOUTH ROAD AND
 GK0180'1 FOOT WEST OF A FENCE LINE.
 GK0180'
 GK0180'REFERENCE MARK NO. 2, STAMPED POINT NO 2 1952, IS A BRONZE
 GK0180'DISK SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND
 GK0180'AND IT IS 20 FEET WEST OF THE POWER POLE.
 GK0180'
 GK0180'THE AZIMUTH MARK, STAMPED POINT 1952, IS A BRONZE DISK SET
 GK0180'IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 36
 GK0180'FEET SOUTH OF THE CENTER OF THE DIRT ROAD.  22 FEET WEST OF
 GK0180'A POWER POLE.  20 FEET EAST OF THE CENTER OF A GATE.  4 FEET
 GK0180'WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A CORNER
 GK0180'FENCE POST.
 GK0180
 GK0180                          STATION RECOVERY (1957)
 GK0180
 GK0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 GK0180'THIS STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 GK0180'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND OUT OF THE
 GK0180'GROUND ALONG THE EDGE OF A FIELD.  R.M. NO. 3 WAS ESTABLISHED
 GK0180'IN 1957.  A REVISED DESCRIPTION IS AS FOLLOWS-
 GK0180'
 GK0180'THE STATION IS ABOUT 22 MILES AIRLINE NORTHWEST OF CANADIAN
 GK0180'AND 21 MILES SOUTH, SOUTHEAST FROM PERRYTON AND 8 MILES WEST
 GK0180'OF THE JUNCTION OF HIGHWAY NO. 83 AND F.M. HIGHWAY 2389.
 GK0180'IT IS IN THE NORTHEAST CORNER OF A TIMBER SHELTER BELT ALONG
 GK0180'THE SOUTH SIDE OF F.M. 2389.  REACHED FROM THE MAIN STREET
 GK0180'INTERSECTION IN CANADIAN BY GOING NORTH 2.3 MILES TO THE
 GK0180'HIGHWAY JUNCTION ON THE NORTH SIDE OF THE RIVER.  THEN TAKE
 GK0180'THE LEFT FORK WHICH IS HIGHWAY NO. 83 TO PERRYTON AND GO
 GK0180'NORTHWEST 17.0 MILES TO THE TOP OF A DIVIDE AND AN OBLIQUE
 GK0180'INTERSECTION.  TURN LEFT HERE AND GO WEST ON F.M. HIGHWAY
 GK0180'2389, 8.0 MILES TO THE STATION ON THE LEFT AT A ROAD
 GK0180'SOUTH AND THE EAST END OF THE SHELTER BELT.
 GK0180'
 GK0180'THE STATION IS A STANDARD DISK STAMPED POINT 1952 IN A CONCRETE
 GK0180'MONUMENT ABOUT FLUSH, 40 FEET WEST OF THE CENTERLINE OF THE
 GK0180'ROAD SOUTH AND 12 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE
 GK0180'OF THE HIGHWAY.  IT IS 1 FOOT SOUTHWEST OF A 4 X 4 POST.
 GK0180'
 GK0180'R.M. NO. 1 IS A STANDARD DISK STAMPED POINT NO 1 1952 IN A
 GK0180'CONCRETE POST PROJECTING 3 INCHES, IN THE EAST RIGHT-OF-WAY
 GK0180'FENCE OF THE ROAD SOUTH AND 6 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 GK0180'FENCE AND POWER POLE LINE ALONG THE HIGHWAY.
 GK0180'
 GK0180'R.M. NO. 3 IS A STANDARD DISK STAMPED POINT 1952 NO. 3 1957
 GK0180'IN A CONCRETE POST PROJECTING 4 INCHES.  IT IS 10 FEET NORTH
 GK0180'OF THE FENCE LINE ALONG THE EDGE OF THE SHELTER BELT, 32 FEET
 GK0180'WEST OF THE CENTER OF THE ROAD SOUTH AND 2 FEET NORTH OF A 4
 GK0180'X 4 POST.
 GK0180'
 GK0180'REFERENCE MARK NO. 2 1952 WAS DESTROYED TO CLEAR NEW HIGHWAY
 GK0180'CONSTRUCTION AREAS.
 GK0180
 GK0180                          STATION RECOVERY (1973)
 GK0180
 GK0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 GK0180'FOUND IN GOOD CONDITION.
 GK0180'
 GK0180'POINT 1952--FROM THE JUNCTION OF STATE HWY. 70 AND FARM ROAD 281,
 GK0180'WHICH IS 21 MILES SOUTH OF PERRYTON, TEXAS, GO EAST ON FARM
 GK0180'ROAD 281 FOR 7.2 MILES TO A T-RD SOUTH.  63 FT. SOUTH OF THE
 GK0180'HIGHWAY AND 36 FT. WEST OF THE COUNTY ROAD LEADING SOUTH.  A
 GK0180'STANDARD BRONZE DISK STAMPED POINT 1952 SET IN A CONCRETE
 GK0180'POST FLUSH WITH THE GROUND.
 GK0180'
 GK0180'FOUND IN GOOD CONDITION.
 GK0180'
 GK0180'POINT NO 1 1952--FROM THE JUNCTION OF STATE HWY. 70 AND FARM
 GK0180'ROAD 281, WHICH IS ABOUT 21 MILES SOUTH OF PERRYTON, TEXAS,
 GK0180'GO EAST ON FARM ROAD 281 FOR 7.2 MILES TO A T-RD SOUTH.  58 FT.
 GK0180'SOUTH OF THE HIGHWAY AND 37 FT. EAST OF THE COUNTY ROAD LEADING
 GK0180'SOUTH.  A STANDARD BRONZE DISK STAMPED POINT NO. 1 1952 SET
 GK0180'IN A CONCRETE POST PROJECTING 0.1 FT. ABOVE THE GROUND.
 GK0180
 GK0180                          STATION RECOVERY (1973)
 GK0180
 GK0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0180'5.8 MI W FROM NOTLA.
 GK0180'ABOUT 5.8 MILES WEST OF NOTLA, FROM THE JUNCTION OF STATE HWY. 70 AND
 GK0180'FARM ROAD 281, WHICH IS 21 MILES SOUTH OF PERRYTON, TEXAS, GO EAST ON
 GK0180'FARM ROAD 281 FOR 7.2 MILES TO A T-RD SOUTH.  63 FT. SOUTH OF THE
 GK0180'HIGHWAY AND 36 FT. WEST OF THE COUNTY ROAD LEADING SOUTH.  A STANDARD
 GK0180'BRONZE DISK STAMPED POINT 1952 SET IN TOP OF A CONCRETE POST FLUSH
 GK0180'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6139 ***********************************************************************
 AW6139  DESIGNATION -  POINT 1930
 AW6139  PID         -  AW6139
 AW6139  STATE/COUNTY-  TX/HARRIS
 AW6139  USGS QUAD   -  MORGANS POINT (1993)
 AW6139
 AW6139                         *CURRENT SURVEY CONTROL
 AW6139  ___________________________________________________________________
 AW6139* NAD 83(1993)-  29 40 58.10494(N)    094 58 10.74403(W)     ADJUSTED  
 AW6139* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6139  ___________________________________________________________________
 AW6139  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6139  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6139
 AW6139  HORZ ORDER  -  THIRD
 AW6139
 AW6139.The horizontal coordinates were established by classical geodetic methods
 AW6139.and adjusted by the National Geodetic Survey in February 1996..
 AW6139
 AW6139.The orthometric height was scaled from a topographic map.
 AW6139
 AW6139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6139
 AW6139.The geoid height was determined by GEOID03.
 AW6139
 AW6139;                    North         East     Units Scale Factor Converg.
 AW6139;SPC TXSC     - 4,211,692.032   989,980.705   MT  0.99988161   +1 58 28.3
 AW6139;SPC TXSC     -13,817,859.61  3,247,961.70   sFT  0.99988161   +1 58 28.3
 AW6139;UTM  15      - 3,285,261.273   309,411.220   MT  1.00004820   -0 58 32.4
 AW6139
 AW6139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6139!SPC TXSC     -   1.00000427  x   0.99988161  =   0.99988588
 AW6139!UTM  15      -   1.00000427  x   1.00004820  =   1.00005247
 AW6139
 AW6139                          SUPERSEDED SURVEY CONTROL
 AW6139
 AW6139  NAD 83(1986)-  29 40 58.12139(N)    094 58 10.72506(W) AD(       ) 3
 AW6139  NAD 27      -  29 40 57.29981(N)    094 58 09.98726(W) AD(       ) 3
 AW6139
 AW6139.Superseded values are not recommended for survey control.
 AW6139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6139.See file dsdata.txt to determine how the superseded data were derived.
 AW6139
 AW6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0941185261(NAD 83)
 AW6139_MARKER: X = CHISELED CROSS
 AW6139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6139_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6139+STABILITY: SURFACE MOTION
 AW6139
 AW6139  HISTORY     - Date     Condition        Report By
 AW6139  HISTORY     - 1930     MONUMENTED       CGS
 AW6139  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6139
 AW6139                          STATION DESCRIPTION
 AW6139
 AW6139'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6139'STATION IS LOCATED ON THE MOST E PORTION OF ATKINSON ISLAND, UPPER
 AW6139'GALVESTON BAY.  IT IS ON A LOW SHELL KNOLL COVERED WITH MESQUITE,
 AW6139'2 METERS FROM THE SHORELINE ON THE E.  TO THE W IS A LOW FLAT
 AW6139'COVERED WITH MARSH GRASS.
 AW6139'
 AW6139'STATION IS MARKED BY CROSS ON THE END OF A 1/2-INCH BRASS ROD
 AW6139'SET IN A 4-INCH-SQUARE POST OF CONCRETE EXTENDING 4 INCHES
 AW6139'ABOVE THE GROUND.
 AW6139'
 AW6139'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN THE TOPS OF
 AW6139'CONCRETE POSTS.
 AW6139'
 AW6139'REFERENCE MARK 1 IS 14.965 METERS FROM THE STATION N 27 DEG W.
 AW6139'
 AW6139'REFERENCE MARK 2 IS 17.460 METERS FROM THE STATION S 90 DEG W.
 AW6139
 AW6139                          STATION RECOVERY (1952)
 AW6139
 AW6139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6139'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  A THOROUGH
 AW6139'SEARCH WAS MADE BUT TO NO AVAIL.  IT IS BELIEVED THAT THE STATION
 AW6139'WAS DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1053 ***********************************************************************
 CD1053  DESIGNATION -  POINT 1945
 CD1053  PID         -  CD1053
 CD1053  STATE/COUNTY-  TX/HUDSPETH
 CD1053  USGS QUAD   -  GUNSIGHT HILLS NORTH (1979)
 CD1053
 CD1053                         *CURRENT SURVEY CONTROL
 CD1053  ___________________________________________________________________
 CD1053* NAD 83(1993)-  31 25 08.25046(N)    105 24 06.29795(W)     ADJUSTED  
 CD1053* NAVD 88     -      1434.     (meters)    4705.     (feet)  SCALED    
 CD1053  ___________________________________________________________________
 CD1053  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CD1053  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 CD1053
 CD1053  HORZ ORDER  -  THIRD
 CD1053
 CD1053.The horizontal coordinates were established by classical geodetic methods
 CD1053.and adjusted by the National Geodetic Survey in February 1996..
 CD1053
 CD1053.The orthometric height was scaled from a topographic map.
 CD1053
 CD1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1053
 CD1053.The geoid height was determined by GEOID03.
 CD1053
 CD1053;                    North         East     Units Scale Factor Converg.
 CD1053;SPC TX C     - 3,205,228.670   218,284.807   MT  0.99990821   -2 36 37.9
 CD1053;SPC TX C     -10,515,821.06    716,156.07   sFT  0.99990821   -2 36 37.9
 CD1053;UTM  13      - 3,476,104.353   461,815.125   MT  0.99961798   -0 12 34.0
 CD1053
 CD1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1053!SPC TX C     -   0.99977853  x   0.99990821  =   0.99968676
 CD1053!UTM  13      -   0.99977853  x   0.99961798  =   0.99939659
 CD1053
 CD1053:                Primary Azimuth Mark                     Grid Az
 CD1053:SPC TX C     -  HAWK                                     086 25 38.1
 CD1053:UTM  13      -  HAWK                                     084 01 34.2
 CD1053
 CD1053|---------------------------------------------------------------------|
 CD1053| PID    Reference Object                     Distance      Geod. Az  |
 CD1053|                                                           dddmmss.s |
 CD1053| CD0511 HAWK                                APPROX. 5.0 KM 0834900.2 |
 CD1053|---------------------------------------------------------------------|
 CD1053
 CD1053                          SUPERSEDED SURVEY CONTROL
 CD1053
 CD1053  NAD 83(1986)-  31 25 08.25337(N)    105 24 06.29165(W) AD(       ) 3
 CD1053  NAD 27      -  31 25 07.81345(N)    105 24 04.44486(W) AD(       ) 3
 CD1053
 CD1053.Superseded values are not recommended for survey control.
 CD1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1053.See file dsdata.txt to determine how the superseded data were derived.
 CD1053
 CD1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6181576104(NAD 83)
 CD1053_MARKER: DD = SURVEY DISK
 CD1053_SETTING: 66 = SET IN ROCK OUTCROP
 CD1053_SP_SET: SET IN A ROCK LEDGE
 CD1053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD1053+STABILITY: POSITION/ELEVATION WELL
 CD1053
 CD1053  HISTORY     - Date     Condition        Report By
 CD1053  HISTORY     - 1945     MONUMENTED       USGS
 CD1053
 CD1053                          STATION DESCRIPTION
 CD1053
 CD1053'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1053'STATION LOCATED 14 MI. N AND 3.0 MI. W FROM SIERRA BLANCA, 3.25 MI.
 CD1053'W OF ROAD FROM SIERRA BLANCA TO CARLSBAD HIGHWAY, ABOUT 1 MI. S OF
 CD1053'ROAD LEADING TO JESS MOSELEY RANCH, ABOUT 0.5 MI. NE FROM WELL, ON
 CD1053'HIGH POINT OVERLOOKING A VALLEY TO THE SOUTH.
 CD1053'
 CD1053'STATION MARK--STANDARD TABLET STAMPED -POINT 1945-, SET IN A ROCK
 CD1053'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1023 ***********************************************************************
 CD1023  DESIGNATION -  POINT 1950
 CD1023  PID         -  CD1023
 CD1023  STATE/COUNTY-  TX/HUDSPETH
 CD1023  USGS QUAD   -  ALLAMOORE (1964)
 CD1023
 CD1023                         *CURRENT SURVEY CONTROL
 CD1023  ___________________________________________________________________
 CD1023* NAD 83(1993)-  31 00 52.17546(N)    105 06 36.60391(W)     ADJUSTED  
 CD1023* NAVD 88     -      1453.58   (+/-2cm)    4769.0    (feet)  VERTCON   
 CD1023  ___________________________________________________________________
 CD1023  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 CD1023  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CD1023
 CD1023  HORZ ORDER  -  THIRD
 CD1023  VERT ORDER  -  THIRD ? (See Below)
 CD1023
 CD1023.The horizontal coordinates were established by classical geodetic methods
 CD1023.and adjusted by the National Geodetic Survey in February 1996..
 CD1023
 CD1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1023.The vertical order pertains to the NGVD 29 superseded value.
 CD1023
 CD1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1023
 CD1023.The geoid height was determined by GEOID03.
 CD1023
 CD1023;                    North         East     Units Scale Factor Converg.
 CD1023;SPC TX C     - 3,159,204.181   244,055.047   MT  0.99988177   -2 27 37.3
 CD1023;SPC TX C     -10,364,822.38    800,703.93   sFT  0.99988177   -2 27 37.3
 CD1023;UTM  13      - 3,431,213.353   489,484.307   MT  0.99960136   -0 03 24.4
 CD1023
 CD1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1023!SPC TX C     -   0.99977539  x   0.99988177  =   0.99965719
 CD1023!UTM  13      -   0.99977539  x   0.99960136  =   0.99937684
 CD1023
 CD1023:                Primary Azimuth Mark                     Grid Az
 CD1023:SPC TX C     -  EAGLE SPRING                             118 07 12.9
 CD1023:UTM  13      -  EAGLE SPRING                             115 43 00.0
 CD1023
 CD1023|---------------------------------------------------------------------|
 CD1023| PID    Reference Object                     Distance      Geod. Az  |
 CD1023|                                                           dddmmss.s |
 CD1023| CD1022 EAGLE SPRING                        APPROX. 2.8 KM 1153935.6 |
 CD1023|---------------------------------------------------------------------|
 CD1023
 CD1023                          SUPERSEDED SURVEY CONTROL
 CD1023
 CD1023  NAD 83(1986)-  31 00 52.18415(N)    105 06 36.61260(W) AD(       ) 3
 CD1023  NAD 27      -  31 00 51.69647(N)    105 06 34.81581(W) AD(       ) 3
 CD1023  NGVD 29 (07/19/86) 1452.98   (m)         4767.0    (f) LEVELING    3  
 CD1023
 CD1023.Superseded values are not recommended for survey control.
 CD1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1023.See file dsdata.txt to determine how the superseded data were derived.
 CD1023
 CD1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ8948431213(NAD 83)
 CD1023_MARKER: DD = SURVEY DISK
 CD1023_SETTING: 66 = SET IN ROCK OUTCROP
 CD1023_SP_SET: SET IN ROCK OUTCROP
 CD1023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD1023+STABILITY: POSITION/ELEVATION WELL
 CD1023
 CD1023  HISTORY     - Date     Condition        Report By
 CD1023  HISTORY     - 1950     MONUMENTED       USGS
 CD1023
 CD1023                          STATION DESCRIPTION
 CD1023
 CD1023'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 CD1023'TO REACH STATION FROM HOT WELLS, GO WEST 1.8 MI. ALONG RANCH ROAD
 CD1023'PARALLELING SOUTHERN PACIFIC RAILROAD TO GATE IN N-S FENCE, THENCE
 CD1023'S. 1.3 MI. ALONG FENCE LINE ROAD TO ROAD CROSSING AT ANGLE IN FENCE,
 CD1023'THENCE SW 1.7 MI. TO ROAD FORKS, CONTINUE SW 0.65 MI. TO GATE AT FENCE
 CD1023'CORNER, THENCE N. AND W. 1.1 MI. ALONG FENCE LINE ROAD TO STOCK POND
 CD1023'AND CORRALS, CONTINUE W. 0.7 MI. TO DIM ROAD FORKS AND STATION SITE.
 CD1023'STATION IS ABOUT 500 FT. NW OF ROAD FORKS, ON HIGHEST POINT OF ROCKY
 CD1023'HILL.
 CD1023'
 CD1023'STATION MARK--STANDARD TABLET STAMPED -POINT 1950-, CEMENTED IN ROCK
 CD1023'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1537 ***********************************************************************
 AB1537  DESIGNATION -  POINT ISABEL E BASE
 AB1537  PID         -  AB1537
 AB1537  STATE/COUNTY-  TX/CAMERON
 AB1537  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1537
 AB1537                         *CURRENT SURVEY CONTROL
 AB1537  ___________________________________________________________________
 AB1537* NAD 83(1993)-  26 04 45.42646(N)    097 15 11.97505(W)     ADJUSTED  
 AB1537* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 AB1537  ___________________________________________________________________
 AB1537  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AB1537  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 AB1537
 AB1537  HORZ ORDER  -  FIRST
 AB1537
 AB1537.The horizontal coordinates were established by classical geodetic methods
 AB1537.and adjusted by the National Geodetic Survey in February 1996..
 AB1537
 AB1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1537
 AB1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1537
 AB1537.The geoid height was determined by GEOID03.
 AB1537
 AB1537;                    North         East     Units Scale Factor Converg.
 AB1537;SPC TX S     - 5,046,332.527   424,731.069   MT  1.00002316   +0 33 57.6
 AB1537;SPC TX S     -16,556,175.97  1,393,471.85   sFT  1.00002316   +0 33 57.6
 AB1537;UTM  14      - 2,885,635.110   674,702.232   MT  0.99997685   +0 46 05.0
 AB1537
 AB1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1537!SPC TX S     -   1.00000279  x   1.00002316  =   1.00002595
 AB1537!UTM  14      -   1.00000279  x   0.99997685  =   0.99997964
 AB1537
 AB1537:                Primary Azimuth Mark                     Grid Az
 AB1537:SPC TX S     -  HARLINGEN PORT ISABEL LT 89              359 27 54.8
 AB1537:UTM  14      -  HARLINGEN PORT ISABEL LT 89              359 15 47.4
 AB1537
 AB1537|---------------------------------------------------------------------|
 AB1537| PID    Reference Object                     Distance      Geod. Az  |
 AB1537|                                                           dddmmss.s |
 AB1537| AB1528 HARLINGEN PORT ISABEL LT 89         APPROX.11.4 KM 0000152.4 |
 AB1537| AB1518 HARLINGEN PORT ISABEL LT 99         APPROX. 8.6 KM 0095816.4 |
 AB1537| AB1515 HARLINGEN PORT ISABEL LT 109        APPROX. 6.4 KM 0262712.1 |
 AB1537| AB1501 HARLINGEN PORT ISABEL LT 119        APPROX. 5.2 KM 0543708.6 |
 AB1537| AB1504 PORT ISABEL TURNING BASIN TK        APPROX. 4.2 KM 1181541.0 |
 AB1537| CV2811 POINT ISABEL E BASE RM               11.676 METERS 30755     |
 AB1537| AB1532 LAGUNA MADRE AIRBASE TANK           APPROX.11.9 KM 3133236.0 |
 AB1537| AB1529 HARLINGEN PORT ISABEL LT 69         APPROX.15.6 KM 3550617.8 |
 AB1537| AB1526 HARLINGEN PORT ISABEL LT 79         APPROX.13.2 KM 3572803.8 |
 AB1537|---------------------------------------------------------------------|
 AB1537
 AB1537                          SUPERSEDED SURVEY CONTROL
 AB1537
 AB1537  NAD 83(1986)-  26 04 45.44082(N)    097 15 11.92853(W) AD(       ) 1
 AB1537  NAD 27      -  26 04 44.15800(N)    097 15 11.01400(W) AD(       ) 1
 AB1537  NGVD 29 (10/15/92)    3.8    (m)           12.     (f) GPS OBS        
 AB1537
 AB1537.Superseded values are not recommended for survey control.
 AB1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1537.See file dsdata.txt to determine how the superseded data were derived.
 AB1537
 AB1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7470285635(NAD 83)
 AB1537_MARKER: G = GLASS BOTTLE
 AB1537_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AB1537_SP_SET: CLAY TILE IN CONCRETE
 AB1537_STAMPING: USCGS 1905
 AB1537_MARK LOGO: CGS   
 AB1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1537+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1992
 AB1537
 AB1537  HISTORY     - Date     Condition        Report By
 AB1537  HISTORY     - 1906     MONUMENTED       CGS
 AB1537  HISTORY     - 1931     GOOD             USE
 AB1537  HISTORY     - 1938     GOOD             CGS
 AB1537  HISTORY     - 1950     GOOD             CGS
 AB1537  HISTORY     - 1968     GOOD             CGS
 AB1537  HISTORY     - 1969     GOOD             LOCENG
 AB1537  HISTORY     - 1979     GOOD             NGS
 AB1537  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 AB1537  HISTORY     - 19920406 GOOD             NOS
 AB1537  HISTORY     - 19920406 GOOD             NOS
 AB1537
 AB1537                          STATION DESCRIPTION
 AB1537
 AB1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (REH)
 AB1537'ABOUT 2.8 MILES FROM POINT ISABEL, ABOUT 250 METERS (820
 AB1537'FEET) FROM THE SHORE OF THE LAGUNA MADRE, ON HARD LAND NEAR
 AB1537'A MOTTE.  THE STATION IS MARKED AS FOLLOWS--THE SUB-SURFACE
 AB1537'MARK IS A BEER BOTTLE 8 INCHES LONG FILLED WITH CONCRETE AND
 AB1537'INCASED IN A CYLINDER OF CONCRETE.  THE BOTTLE IS 2-1/2 FEET
 AB1537'BELOW THE SURFACE OF THE GROUND.  OVER THE SUB-SURFACE MARK
 AB1537'WAS PLACED A LAYER OF SAND AND EARTH 6 INCHES THICK, AND UPON
 AB1537'THIS WAS SET THE SURFACE MARK, CONSISTING OF A PIECE OF
 AB1537'TERRA-COTTA SEWER PIPE 6 INCHES IN DIAMETER AND 26 INCHES
 AB1537'LONG FILLED WITH CONCRETE AND INCASED IN A CYLINDER OF
 AB1537'CONCRETE 18 INCHES IN DIAMETER AND 26 INCHES LONG.  IN
 AB1537'THE CENTER OF THE TOP OF THE PIPE WAS EMBEDDED A
 AB1537'BOTTLE.  A NAIL HAS ITS POINT PROJECTING 1/4 INCH ABOVE THE
 AB1537'CONCRETE.  THE TOP OF THE CYLINDER OF CONCRETE BEARS THE
 AB1537'LETTERS U.S.C. AND G.S. 1905 AROUND THE TOP.  THE
 AB1537'REFERENCE MARK IS A PIECE OF SEWER PIPE 6 INCHES IN DIAMETER
 AB1537'AND 26 INCHES LONG.  THE PIPE IS SET IN CONCRETE AND THEN
 AB1537'FILLED WITH CONCRETE WITH A TWELVE-PENNY NAIL SET HEAD
 AB1537'DOWN IN THE CENTER OF THE TOP OF THE PIPE, ITS POINT
 AB1537'PROJECTING 1/4 INCH ABOVE THE CONCRETE.  THE REFERENCE MARK
 AB1537'IS 11.685 METERS (38.34 FEET) N 52 DEG 30 MIN W FROM THE
 AB1537'STATION.
 AB1537
 AB1537                          STATION RECOVERY (1931)
 AB1537
 AB1537'RECOVERY NOTE BY US ENGINEERS 1931
 AB1537'--PRESENT CONDITION OF THE MARK GOOD.
 AB1537'
 AB1537'NO LETTERS OR NUMBERS FOUND STAMPED ON THE MARK.
 AB1537
 AB1537                          STATION RECOVERY (1938)
 AB1537
 AB1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1537'STATION AND REFERENCE MARK RECOVERED APPARENTLY IN GOOD CONDITION.
 AB1537'
 AB1537'ABOUT 2.8 MILES E OF POINT ISABEL LIGHTHOUSE AT PORT ISABEL,
 AB1537'ABOUT 800 FEET S OF THE SHORE OF LAGUNA MADRE, 269 FEET S OF THE
 AB1537'CENTER LINE OF STATE HIGHWAY 100 AT ABOUT THE CENTER OF A
 AB1537'CURVE, 161 FEET ESE OF THE SE CORNER OF A SMALL YELLOW STUCCO
 AB1537'HOUSE S OF THE HIGHWAY, 100 FEET W OF A DIRT ROAD LEADING S
 AB1537'FROM HIGHWAY, 8 FEET S OF A LANE ALONG THE N SIDE OF SEVERAL
 AB1537'MEXICAN SHACKS, AND 6 FEET N OF A FENCE.  THE SURFACE MARK IS
 AB1537'A 6-INCH TERRA-COTTA PIPE FILLED WITH CONCRETE AND SURROUNDED
 AB1537'BY A MASS OF CONCRETE 18 INCHES IN DIAMETER.  THERE IS A
 AB1537'BOTTLE AT THE CENTER OF THE TILE.  THE TOP OF THE BOTTLE IS
 AB1537'BROKEN OFF.  THE TILE IS FLUSH WITH THE CONCRETE AND THE
 AB1537'MARK PROJECTS 4 INCHES ABOVE GROUND.  THE TOP OF THE CONCRETE
 AB1537'IS INSCRIBED U.S.C. AND G.S. 1905.
 AB1537'
 AB1537'THE REFERENCE MARK IN 38.32 FEET FROM THE STATION, 135 FEET
 AB1537'W OF THE CENTER LINE OF THE ROAD, 28 FEET NE OF A FENCE CORNER,
 AB1537'23 FEET N OF A FENCE, AND 11 FEET N OF THE LANE.  THE MARK IS
 AB1537'A 6-INCH TERRA-COTTA PIPE FILLED WITH CONCRETE AND WITH A
 AB1537'NAIL AT THE CENTER OF THE TOP.  THE TOP OF THE CONCRETE AND THE
 AB1537'TILE ARE BROKEN OFF AND THE NAIL IS BENT.  THE MARK PROJECTS 2
 AB1537'INCHES.
 AB1537'
 AB1537'TO REACH FROM POINT ISABEL LIGHTHOUSE AT PORT ISABEL GO W
 AB1537'ON STATE HIGHWAY 100 FOR 3.0 MILES TO A ROAD LEADING S, THENCE
 AB1537'S TO THE STATION.
 AB1537
 AB1537                          STATION RECOVERY (1950)
 AB1537
 AB1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1537'STATION RECOVERED IN GOOD CONDITION.  THE FOLLOWING CORRECTIONS
 AB1537'SHOULD BE MADE.
 AB1537'
 AB1537'THE LANE, FENCE, AND MEXICAN SHACKS ARE GONE.  THE OLD REFERENCE
 AB1537'MARK COULD NOT BE FOUND.  TWO NEW REFERENCE MARKS (2 AND 3)
 AB1537'WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AB1537'
 AB1537'FROM THE OLD LIGHTHOUSE IN PORT ISABEL, GO W ON STATE HIGHWAY
 AB1537'100 FOR 3.0 MILES, 1300 FEET W OF OLD BOCA CHICA CUT-OFF,
 AB1537'TURN S, GO 275 FEET, TURN W 100 FEET TO STATION.  STATION IS 269
 AB1537'FEET S OF CENTER LINE OF STATE HIGHWAY 100, 100 FEET W OF THE
 AB1537'CENTER LINE OF A DIRT ROAD, 130 FEET S OF A CONCRETE BLOCK
 AB1537'HOUSE, 62 FEET E OF THE NE CORNER OF A SMALL WOODEN BUILDING,
 AB1537'2 FEET E OF A 4- BY 4-INCH WOOD WITNESS POST.  A 6-INCH TERRA
 AB1537'COTTA PIPE FILLED WITH CONCRETE AND SURROUNDED BY A MASS OF
 AB1537'CONCRETE 18 INCHES IN DIAMETER WITH THE NECK OF A BOTTLE
 AB1537'AT THE CENTER OF THE TILE.  THE TOP OF THE BOTTLE IS BROKEN
 AB1537'OFF LEAVING A SMALL ROUND HOLE IN THE CONCRETE.  THE MASS OF
 AB1537'CONCRETE PROJECTS 0.2 FOOT ABOVE GROUND AND IS INSCRIBED USC AND
 AB1537'GS 1905.
 AB1537'
 AB1537'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED PT ISABEL E
 AB1537'BASE 1886 NO 2 1950 SET IN THE TOP OF A CONCRETE MONUMENT 10
 AB1537'INCHES IN DIAMETER PROJECTING 0.5 FOOT ABOVE GROUND.  IT IS
 AB1537'113.59 FEET S OF THE STATION AND 100 FEET W OF A DIRT ROAD.
 AB1537'
 AB1537'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK STAMPED PT ISABEL E
 AB1537'BASE 1886 NO 3 1950 SET IN THE TOP OF A CONCRETE MONUMENT 10
 AB1537'INCHES IN DIAMETER, FLUSH WITH THE GROUND, 61.98 FEET W
 AB1537'OF THE STATION, AND 2 FEET NE OF THE NE CORNER OF A SMALL
 AB1537'WOODEN BUILDING.
 AB1537
 AB1537                          STATION RECOVERY (1968)
 AB1537
 AB1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1537'STATION MARK, R.M. 2, AND R.M. 3 ALL RECOVERED IN GOOD CONDITION.
 AB1537'PRIOR DESCRIPTIONS ARE ADEQUATE WITH THE FOLLOWING CHANGES--
 AB1537'TO REACH FROM OLD LIGHTHOUSE IN PORT ISABEL, GO WEST ON TEXAS
 AB1537'HIGHWAY NO. 100 FOR 3.2 MILES TO MIDDLE OF CURVE, AND JEFFERSON
 AB1537'AVENUE TO THE LEFT.  TURN LEFT, AND GO SOUTH .05 MILE TO STATION
 AB1537'ON RIGHT.  STATION MARK IS 99.5 FEET WEST OF CENTER OF JEFFERSON
 AB1537'AVENUE, 74.5 FEET WEST OF SOUTHEAST CORNER OF FENCE, 42.5 FEET
 AB1537'SOUTHWEST OF SOUTHEAST CORNER OF HOUSE, 28.0 FEET SOUTHWEST OF
 AB1537'SOUTHWEST CORNER OF HOUSE, 5.8 FEET NORTH OF A SOUTH FENCE,
 AB1537'50.0 FEET EAST OF SOUTHWEST CORNER OF FENCE, AND 57.0 FEET
 AB1537'EAST OF CENTER OF BACK ALLEY.
 AB1537
 AB1537                          STATION RECOVERY (1969)
 AB1537
 AB1537'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (MB)
 AB1537'RECOVERED BY MUNROE AND BASS.
 AB1537'
 AB1537'-GOOD
 AB1537'
 AB1537'DESCRIPTION BY G.E.M. JR. 1950 IS VERY GOOD.  VISIBILITY
 AB1537'TO OTHER POINTS IS IMPOSSIBLE WITH OUT A TOWER OF APPROXIMATELY
 AB1537'10 FEET OF HEIGHT R.M.S NOT SEARCHED FOR.
 AB1537
 AB1537                          STATION RECOVERY (1979)
 AB1537
 AB1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1537'STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN GOOD
 AB1537'CONDITION, THE STATION MARK IS A BOTTLE SET IN THE MIDDLE OF A TILE
 AB1537'FILLED WITH CONCRETE AND HAS A MAST OF CONCRETE AROUND THE TOP, THE
 AB1537'TOP OF THE BOTTLE HAS BEEN BROKEN OFF, THERE ARE THE LETTERS USC
 AB1537'AND GS 1905 IN THE MAST OF CONCRETE, THE MARK PROJECTS ABOUT
 AB1537'18-INCHES ABOVE THE GROUND.  REFERENCE MARK 2 IS IN A BACK YARD,
 AB1537'REFERENCE MARK 3 IS IN A ALLEY, IT IS 12 FEET WEST OF A FENCE
 AB1537'CORNER, 8 FEET EAST OF A FENCE CORNER AND 6 FEET SOUTH-SOUTHEAST
 AB1537'OF A GAS METER, ABOUT 3-INCHES BELOW THE SURFACE OF THE GROUND.
 AB1537'
 AB1537'TO REACH FROM PORT ISABEL LIGHT HOUSE, GO WESTERLY ON STATE HIGHWAY
 AB1537'100 FOR 3.1 MILE TO A SIDE STREET LEFT.  TURN LEFT SOUTH AND GO FOR
 AB1537'0.05 MILE TO THE SECOND HOUSE ON THE RIGHT AND STATION IN FENCED IN
 AB1537'YARD.
 AB1537'
 AB1537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES W
 AB1537'OF PORT ISABEL.
 AB1537
 AB1537                          STATION RECOVERY (1991)
 AB1537
 AB1537'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1537'MARK NOT FOUND.
 AB1537
 AB1537                          STATION RECOVERY (1992)
 AB1537
 AB1537'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AB1537'THE STATION IS LOCATED APPROXIMATELY 3 MI (4.83 KM) EAST OF THE PORT
 AB1537'ISABEL LIGHTHOUSE IN THE TOWN OF LAGUNA HEIGHTS.
 AB1537'TO REACH THE STATION
 AB1537'FROM THE PORT ISABEL LIGHTHOUSE TRAVEL WEST ON STATE HIGHWAY 100 FOR
 AB1537'3.0 MI (4.83 KM) TO LAGUNA HEIGHTS AND JEFFERSON AVE TO THE LEFT. TURN
 AB1537'LEFT AND PROCEED SOUTH FOR 0.05 MI (0.08 KM) TO THE SECOND HOUSE ON
 AB1537'THE RIGHT AND TO THE STATION AS DESCRIBED.
 AB1537'THE STATION IS A 6 IN
 AB1537'DIAMETER CLAY PIPE 26 IN LONG FILLED WITH CONCRETE AND SURROUNDED BY A
 AB1537'MASS OF CONCRETE 18 IN IN DIAMETER. A BOTTLE IS IN THE CENTER OF THE
 AB1537'PIPE. THE BOTTLE HAS BEEN BROKEN OFF. THE PIPE IS FLUSH WITH THE
 AB1537'CONCRETE AND THE ENTIRE MARK PROJECTS 6 IN ABOVE THE GROUND. THE
 AB1537'CONCRETE IS INSCRIBED---USCGS 1905---. THE STATION IS LOCATED 99.5 FT
 AB1537'(30.33 M) WEST OF CENTERLINE OF JEFFERSON AVE, 74.5 FT (22.71 M) WEST
 AB1537'OF SOUTH EAST CORNER OF FENCE AND 19.2 FT (5.85 M) SOUTH WEST OF SOUTH
 AB1537'WEST CORNER OF HOUSE.
 AB1537
 AB1537                          STATION RECOVERY (1992)
 AB1537
 AB1537'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AB1537'THE STATION IS LOCATED APPROXIMATELY 3 MI (4.83 KM) EAST OF THE PORT
 AB1537'ISABEL LIGHTHOUSE IN THE TOWN OF LAGUNA HEIGHTS.
 AB1537'TO REACH THE STATION FROM PORT ISABEL
 AB1537'LIGHTHOUSE TRAVEL WEST ON STATE ROUTE 100 FOR 3.0
 AB1537'MILES TO LAGUNA HEIGHTS AND JEFFERSON AVE TO THE LEFT. TURN LEFT AND
 AB1537'PROCEED SOUTH FOR 0.05 MI (0.08 KM) TO THE SECOND HOUSE ON THE RIGHT
 AB1537'AND TO THE STATION AD DESCRIBED AT THE SOUTH WEST CORNER OF THE
 AB1537'HOUSE.
 AB1537'THE STATION IS A 6 INCH DIAMETER CLAY PIPE 26 INCHES LONG
 AB1537'FILLED WITH CONCRETE AND SURROUNDED BY A MASS OF CONCRETE 18 IN IN
 AB1537'DIAMETER. A BOTTLE IS IN THE CENTER OF THE PIPE. THE BOTTLE HAS BEEN
 AB1537'BROKEN OFF. THE PIPE IS FLUSH WITH THE CONCRETE AND THE ENTIRE MARK
 AB1537'PROJECTS 6 INCHES ABOVE THE GROUND. THE CONCRETE IS INSCRIBED---USCGS
 AB1537'1905---, IT IS LOCATED 99.5 FT (30.33 M) WEST OF THE CENTERLINE OF
 AB1537'JEFFERSON AVE, 74.5 FT (22.71 M) WEST OF THE SOUTH EAST CORNER OF A
 AB1537'FENCE AND 19.2 FT (5.85 M) SOUTH WEST OF THE SOUTH WEST CORNER OF THE
 AB1537'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1512 ***********************************************************************
 AB1512  DESIGNATION -  POINT ISABEL LIGHT HOUSE
 AB1512  PID         -  AB1512
 AB1512  STATE/COUNTY-  TX/CAMERON
 AB1512  USGS QUAD   -  PORT ISABEL (1983)
 AB1512
 AB1512                         *CURRENT SURVEY CONTROL
 AB1512  ___________________________________________________________________
 AB1512* NAD 83(1993)-  26 04 39.94814(N)    097 12 27.09527(W)     ADJUSTED  
 AB1512* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AB1512  ___________________________________________________________________
 AB1512  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AB1512  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 AB1512
 AB1512  HORZ ORDER  -  THIRD
 AB1512
 AB1512.The horizontal coordinates were established by classical geodetic methods
 AB1512.and adjusted by the National Geodetic Survey in February 1996..
 AB1512
 AB1512.The orthometric height was scaled from a topographic map.
 AB1512
 AB1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1512
 AB1512.The geoid height was determined by GEOID03.
 AB1512
 AB1512;                    North         East     Units Scale Factor Converg.
 AB1512;SPC TX S     - 5,046,210.036   429,314.973   MT  1.00002358   +0 35 12.5
 AB1512;SPC TX S     -16,555,774.09  1,408,510.87   sFT  1.00002358   +0 35 12.5
 AB1512;UTM  14      - 2,885,528.762   679,286.371   MT  0.99999689   +0 47 17.4
 AB1512
 AB1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1512!SPC TX S     -   1.00000275  x   1.00002358  =   1.00002633
 AB1512!UTM  14      -   1.00000275  x   0.99999689  =   0.99999964
 AB1512
 AB1512:                Primary Azimuth Mark                     Grid Az
 AB1512:SPC TX S     -  POINT ISABEL NE RADIO TOWER              184 49 56.1
 AB1512:UTM  14      -  POINT ISABEL NE RADIO TOWER              184 37 51.2
 AB1512
 AB1512|---------------------------------------------------------------------|
 AB1512| PID    Reference Object                     Distance      Geod. Az  |
 AB1512|                                                           dddmmss.s |
 AB1512| AB1493 POINT ISABEL NE RADIO TOWER         APPROX. 0.8 KM 1852508.6 |
 AB1512| AB1500 POINT ISABEL SW RADIO TOWER         APPROX. 1.0 KM 1962326.0 |
 AB1512|---------------------------------------------------------------------|
 AB1512
 AB1512                          SUPERSEDED SURVEY CONTROL
 AB1512
 AB1512  NAD 83(1986)-  26 04 39.96362(N)    097 12 27.04957(W) AD(       ) 3
 AB1512
 AB1512.Superseded values are not recommended for survey control.
 AB1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1512.See file dsdata.txt to determine how the superseded data were derived.
 AB1512
 AB1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7928685529(NAD 83)
 AB1512_MARKER: 13 = LIGHTHOUSE
 AB1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1512+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 AB1512
 AB1512  HISTORY     - Date     Condition        Report By
 AB1512  HISTORY     - UNK      FIRST OBSERVED
 AB1512  HISTORY     - 1985     GOOD             NGS
 AB1512  HISTORY     - 19910423 GOOD             USPSQD
 AB1512  HISTORY     - 19910524 GOOD             NOS
 AB1512  HISTORY     - 19921107 GOOD             USPSQD
 AB1512  HISTORY     - 20040222 GOOD             USPSQD
 AB1512
 AB1512                          STATION DESCRIPTION
 AB1512
 AB1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1512'THE STATION WAS RECOVERED AT THIS DATE.
 AB1512'NO DATA AVAILABLE FOR THIS STATION.
 AB1512'
 AB1512'THE STATION, POINT ISABEL LIGHT HOUSE
 AB1512'IS LOCATED IN THE NORTH SECTION OF PORT
 AB1512'ISABEL, IN THE EAST ANGLE OF THE JUNCTION OF NORTH TARNAVA AND EAST
 AB1512'MAXAN STREETS. THE WHOLE CITY BLOCK IS NOW A STATE PARK.
 AB1512'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1512'PHONE 512-943-2668.
 AB1512'
 AB1512'THE LANDMARK IS THE CENTER OF THE BALL ATOP THE CUPOLA. THE UPPER
 AB1512'HOUSING IS BLACK METAL WHILE THE BASE OF THE STRUCTURE IS WHITE
 AB1512'CONCRETE, WITH AN OVER-ALL HEIGHT OF ABOUT 23 METERS (75 FT).
 AB1512'
 AB1512'DESCRIBED BY G. R. HEID.
 AB1512
 AB1512                          STATION RECOVERY (1991)
 AB1512
 AB1512'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1512'RECOVERED IN GOOD CONDITION.
 AB1512
 AB1512                          STATION RECOVERY (1991)
 AB1512
 AB1512'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AB1512'THE STATION, POINT ISABEL LIGHTHOUSE IS LOCATED IN THE NORTH SECTION
 AB1512'OF PORT ISABEL, IN THE EAST ANGLE OF THE JUNCTION OF NORTH TARNAVA AND
 AB1512'EAST MAXAN STREETS. THE WHOLE CITY BLOCK IS NOW A STATE PARK. THE
 AB1512'LIGHT HOUSE IS OWNED BY THE TEXAS PARKS AND WILDLIFE DEPARTMENT. THE
 AB1512'LANDMARK IS THE CENTER OF THE BALL ATOP THE CUPOLA. THE UPPER HOUSING
 AB1512'IS BLACK METAL WHILE THE BASE OF THE STRUCTURE IS WHITE CONCRETE. THE
 AB1512'OVERALL HEIGHT IS ABOUT 23 M (75.46 FT) .
 AB1512
 AB1512                          STATION RECOVERY (1992)
 AB1512
 AB1512'RECOVERY NOTE BY US POWER SQUADRON 1992 (JS)
 AB1512'RECOVERED AS DESCRIBED.
 AB1512
 AB1512                          STATION RECOVERY (2004)
 AB1512
 AB1512'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AB1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1493 ***********************************************************************
 AB1493  DESIGNATION -  POINT ISABEL NE RADIO TOWER
 AB1493  PID         -  AB1493
 AB1493  STATE/COUNTY-  TX/CAMERON
 AB1493  USGS QUAD   -  PORT ISABEL (1983)
 AB1493
 AB1493                         *CURRENT SURVEY CONTROL
 AB1493  ___________________________________________________________________
 AB1493* NAD 83(1993)-  26 04 14.11093(N)    097 12 29.80915(W)     ADJUSTED  
 AB1493* NAVD 88     -                                                        
 AB1493  ___________________________________________________________________
 AB1493  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AB1493  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB1493
 AB1493  HORZ ORDER  -  THIRD
 AB1493
 AB1493.The horizontal coordinates were established by classical geodetic methods
 AB1493.and adjusted by the National Geodetic Survey in February 1996..
 AB1493
 AB1493
 AB1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1493
 AB1493.The geoid height was determined by GEOID03.
 AB1493
 AB1493;                    North         East     Units Scale Factor Converg.
 AB1493;SPC TX S     - 5,045,414.152   429,247.689   MT  1.00002559   +0 35 11.2
 AB1493;SPC TX S     -16,553,162.93  1,408,290.13   sFT  1.00002559   +0 35 11.2
 AB1493;UTM  14      - 2,884,732.669   679,221.886   MT  0.99999661   +0 47 15.5
 AB1493
 AB1493                          SUPERSEDED SURVEY CONTROL
 AB1493
 AB1493  NAD 83(1986)-  26 04 14.12646(N)    097 12 29.76323(W) AD(       ) 4
 AB1493  NAD 27      -  26 04 12.84200(N)    097 12 28.85700(W) AD(       ) 3
 AB1493
 AB1493.Superseded values are not recommended for survey control.
 AB1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1493.See file dsdata.txt to determine how the superseded data were derived.
 AB1493
 AB1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7922284733(NAD 83)
 AB1493_MARKER: 45 = MICROWAVE TOWER
 AB1493
 AB1493  HISTORY     - Date     Condition        Report By
 AB1493  HISTORY     - 1917     FIRST OBSERVED   CGS
 AB1493
 AB1493                          STATION DESCRIPTION
 AB1493
 AB1493'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0339 ***********************************************************************
 AB0339  DESIGNATION -  POINT ISABEL S BASE RM 1
 AB0339  PID         -  AB0339
 AB0339  STATE/COUNTY-  TX/CAMERON
 AB0339  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0339
 AB0339                         *CURRENT SURVEY CONTROL
 AB0339  ___________________________________________________________________
 AB0339* NAD 83(1986)-  26 03 43.     (N)    097 16 09.     (W)     SCALED    
 AB0339* NAVD 88     -         7.415  (meters)      24.33   (feet)  ADJUSTED  
 AB0339  ___________________________________________________________________
 AB0339  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 AB0339  DYNAMIC HT  -           7.403 (meters)      24.29  (feet)  COMP
 AB0339  MODELED GRAV-     979,061.6   (mgal)                       NAVD 88
 AB0339
 AB0339  VERT ORDER  -  SECOND    CLASS 0
 AB0339
 AB0339.The horizontal coordinates were scaled from a topographic map and have
 AB0339.an estimated accuracy of +/- 6 seconds.
 AB0339
 AB0339.The orthometric height was determined by differential leveling
 AB0339.and adjusted by the National Geodetic Survey in June 1991..
 AB0339
 AB0339.The geoid height was determined by GEOID03.
 AB0339
 AB0339.The dynamic height is computed by dividing the NAVD 88
 AB0339.geopotential number by the normal gravity value computed on the
 AB0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0339.degrees latitude (g = 980.6199 gals.).
 AB0339
 AB0339.The modeled gravity was interpolated from observed gravity values.
 AB0339
 AB0339;                    North         East    Units  Estimated Accuracy
 AB0339;SPC TX S     - 5,044,400.      423,170.      MT  (+/- 180 meters Scaled)
 AB0339
 AB0339                          SUPERSEDED SURVEY CONTROL
 AB0339
 AB0339  NGVD 29 (??/??/92)    7.516  (m)           24.66   (f) ADJ UNCH    2 0
 AB0339
 AB0339.Superseded values are not recommended for survey control.
 AB0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0339.See file dsdata.txt to determine how the superseded data were derived.
 AB0339
 AB0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP731836(NAD 83)
 AB0339_MARKER: DS = TRIANGULATION STATION DISK
 AB0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0339_STAMPING: POINT ISABEL S.B. NO. 1 1939
 AB0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0339+STABILITY: SURFACE MOTION
 AB0339
 AB0339  HISTORY     - Date     Condition        Report By
 AB0339  HISTORY     - 1939     MONUMENTED       CGS
 AB0339  HISTORY     - 1942     GOOD             NGS
 AB0339  HISTORY     - 1950     GOOD             NGS
 AB0339
 AB0339                          STATION DESCRIPTION
 AB0339
 AB0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0339'4.8 MI SW FROM PORT ISABEL.
 AB0339'TO REACH FROM THE POST OFFICE AT PORT ISABEL, PROCEED WESTERLY ON
 AB0339'STATE HIGHWAY NUMBER 100, GO 2.8 MILES.  TURN SOUTHERLY (LEFT) ONTO
 AB0339'THE OLD BOCA CHICA CUTOFF ROAD, AND GO 2.0 MILES TO SITE OF BENCH
 AB0339'MARK.  BENCH MARK IS ON A NARROW RIDGE, ABOUT 400 FEET NORTH OF WHERE
 AB0339'THE ROAD DROPS OFF THE RIDGE.  124 FEET NORTHEAST OF TRIANGULATION
 AB0339'STATION.  ABOUT 100 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AB0339'CENTERLINE OF THE ROAD.  MONUMENT PROJECTS 1.0 FOOT.
 AB0339
 AB0339                          STATION RECOVERY (1950)
 AB0339
 AB0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0340 ***********************************************************************
 AB0340  DESIGNATION -  POINT ISABEL S BASE RM 2
 AB0340  PID         -  AB0340
 AB0340  STATE/COUNTY-  TX/CAMERON
 AB0340  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0340
 AB0340                         *CURRENT SURVEY CONTROL
 AB0340  ___________________________________________________________________
 AB0340* NAD 83(1986)-  26 03 42.     (N)    097 16 10.     (W)     SCALED    
 AB0340* NAVD 88     -         5.975  (meters)      19.60   (feet)  ADJUSTED  
 AB0340  ___________________________________________________________________
 AB0340  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 AB0340  DYNAMIC HT  -           5.965 (meters)      19.57  (feet)  COMP
 AB0340  MODELED GRAV-     979,061.5   (mgal)                       NAVD 88
 AB0340
 AB0340  VERT ORDER  -  SECOND    CLASS 0
 AB0340
 AB0340.The horizontal coordinates were scaled from a topographic map and have
 AB0340.an estimated accuracy of +/- 6 seconds.
 AB0340
 AB0340.The orthometric height was determined by differential leveling
 AB0340.and adjusted by the National Geodetic Survey in June 1991..
 AB0340
 AB0340.The geoid height was determined by GEOID03.
 AB0340
 AB0340.The dynamic height is computed by dividing the NAVD 88
 AB0340.geopotential number by the normal gravity value computed on the
 AB0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0340.degrees latitude (g = 980.6199 gals.).
 AB0340
 AB0340.The modeled gravity was interpolated from observed gravity values.
 AB0340
 AB0340;                    North         East    Units  Estimated Accuracy
 AB0340;SPC TX S     - 5,044,370.      423,140.      MT  (+/- 180 meters Scaled)
 AB0340
 AB0340                          SUPERSEDED SURVEY CONTROL
 AB0340
 AB0340  NGVD 29 (??/??/92)    6.076  (m)           19.93   (f) ADJ UNCH    2 0
 AB0340
 AB0340.Superseded values are not recommended for survey control.
 AB0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0340.See file dsdata.txt to determine how the superseded data were derived.
 AB0340
 AB0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP731836(NAD 83)
 AB0340_MARKER: DR = REFERENCE MARK DISK
 AB0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0340_STAMPING: POINT ISABEL S.B. NO 2 1939
 AB0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0340+STABILITY: SURFACE MOTION
 AB0340
 AB0340  HISTORY     - Date     Condition        Report By
 AB0340  HISTORY     - 1939     MONUMENTED       CGS
 AB0340  HISTORY     - 1942     GOOD             NGS
 AB0340  HISTORY     - 1950     GOOD             NGS
 AB0340
 AB0340                          STATION DESCRIPTION
 AB0340
 AB0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0340'4.8 MI SW FROM PORT ISABEL.
 AB0340'TO REACH FROM THE POST OFFICE AT PORT ISABEL, PROCEED WESTERLY ON
 AB0340'STATE HIGHWAY NUMBER 100, GO 2.8 MILES.  TURN SOUTHERLY (LEFT) ONTO
 AB0340'THE OLD BOCA CHICA CUTOFF ROAD, AND GO 2.0 MILES TO SITE OF BENCH
 AB0340'MARK.  BENCH MARK IS ON THE WEST SIDE OF A RIDGE, ABOUT 300 FEET NORTH
 AB0340'OF WHERE THE ROAD DROPS OFF THE RIDGE.  ABOUT 210 FEET WEST OF AND
 AB0340'ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE ROAD.  109.6 FEET WEST OF
 AB0340'TRIANGULATION STATION.  MONUMENT PROJECTS 1.0 FOOT.
 AB0340
 AB0340                          STATION RECOVERY (1950)
 AB0340
 AB0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0337 ***********************************************************************
 AB0337  DESIGNATION -  POINT ISABEL S BASE AZ MK
 AB0337  PID         -  AB0337
 AB0337  STATE/COUNTY-  TX/CAMERON
 AB0337  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0337
 AB0337                         *CURRENT SURVEY CONTROL
 AB0337  ___________________________________________________________________
 AB0337* NAD 83(1986)-  26 03 56.     (N)    097 15 55.     (W)     SCALED    
 AB0337* NAVD 88     -         8.645  (meters)      28.36   (feet)  ADJUSTED  
 AB0337  ___________________________________________________________________
 AB0337  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 AB0337  DYNAMIC HT  -           8.631 (meters)      28.32  (feet)  COMP
 AB0337  MODELED GRAV-     979,062.1   (mgal)                       NAVD 88
 AB0337
 AB0337  VERT ORDER  -  SECOND    CLASS 0
 AB0337
 AB0337.The horizontal coordinates were scaled from a topographic map and have
 AB0337.an estimated accuracy of +/- 6 seconds.
 AB0337
 AB0337.The orthometric height was determined by differential leveling
 AB0337.and adjusted by the National Geodetic Survey in June 1991..
 AB0337
 AB0337.The geoid height was determined by GEOID03.
 AB0337
 AB0337.The dynamic height is computed by dividing the NAVD 88
 AB0337.geopotential number by the normal gravity value computed on the
 AB0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0337.degrees latitude (g = 980.6199 gals.).
 AB0337
 AB0337.The modeled gravity was interpolated from observed gravity values.
 AB0337
 AB0337;                    North         East    Units  Estimated Accuracy
 AB0337;SPC TX S     - 5,044,800.      423,550.      MT  (+/- 180 meters Scaled)
 AB0337
 AB0337                          SUPERSEDED SURVEY CONTROL
 AB0337
 AB0337  NGVD 29 (??/??/92)    8.746  (m)           28.69   (f) ADJ UNCH    2 0
 AB0337
 AB0337.Superseded values are not recommended for survey control.
 AB0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0337.See file dsdata.txt to determine how the superseded data were derived.
 AB0337
 AB0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP735840(NAD 83)
 AB0337_MARKER: DZ = AZIMUTH MARK DISK
 AB0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0337_STAMPING: POINT ISABEL S.B. 1939
 AB0337_MARK LOGO: CGS   
 AB0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0337+STABILITY: SURFACE MOTION
 AB0337
 AB0337  HISTORY     - Date     Condition        Report By
 AB0337  HISTORY     - 1939     MONUMENTED       CGS
 AB0337  HISTORY     - 1942     GOOD             NGS
 AB0337
 AB0337                          STATION DESCRIPTION
 AB0337
 AB0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0337'4.4 MI SW FROM PORT ISABEL.
 AB0337'TO REACH FROM THE POST OFFICE AT PORT ISABEL, PROCEED WESTERLY ON
 AB0337'STATE HIGHWAY NUMBER 100, GO 2.8 MILES.  TURN SOUTHERLY (LEFT) ONTO
 AB0337'THE OLD BOCA CHICA CUTOFF ROAD, AND GO 1.6 MILES TO SITE OF BENCH
 AB0337'MARK.  BENCH MARK IS ABOUT 450 FEET NORTHWEST OF THE SHORE OF A
 AB0337'LAGOON.  28 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AB0337'CENTERLINE OF THE ROAD.  AND 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN
 AB0337'MARKER POST.  MONUMENT PROJECTS 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1500 ***********************************************************************
 AB1500  DESIGNATION -  POINT ISABEL SW RADIO TOWER
 AB1500  PID         -  AB1500
 AB1500  STATE/COUNTY-  TX/CAMERON
 AB1500  USGS QUAD   -  PORT ISABEL (1983)
 AB1500
 AB1500                         *CURRENT SURVEY CONTROL
 AB1500  ___________________________________________________________________
 AB1500* NAD 83(1993)-  26 04 09.55770(N)    097 12 36.99279(W)     ADJUSTED  
 AB1500* NAVD 88     -                                                        
 AB1500  ___________________________________________________________________
 AB1500  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AB1500  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB1500
 AB1500  HORZ ORDER  -  THIRD
 AB1500
 AB1500.The horizontal coordinates were established by classical geodetic methods
 AB1500.and adjusted by the National Geodetic Survey in February 1996..
 AB1500
 AB1500
 AB1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1500
 AB1500.The geoid height was determined by GEOID03.
 AB1500
 AB1500;                    North         East     Units Scale Factor Converg.
 AB1500;SPC TX S     - 5,045,271.990   429,049.465   MT  1.00002594   +0 35 08.0
 AB1500;SPC TX S     -16,552,696.52  1,407,639.79   sFT  1.00002594   +0 35 08.0
 AB1500;UTM  14      - 2,884,589.815   679,024.168   MT  0.99999573   +0 47 12.2
 AB1500
 AB1500                          SUPERSEDED SURVEY CONTROL
 AB1500
 AB1500  NAD 83(1986)-  26 04 09.57319(N)    097 12 36.94681(W) AD(       ) 4
 AB1500  NAD 27      -  26 04 08.29000(N)    097 12 36.04000(W) AD(       ) 3
 AB1500
 AB1500.Superseded values are not recommended for survey control.
 AB1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1500.See file dsdata.txt to determine how the superseded data were derived.
 AB1500
 AB1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7902484590(NAD 83)
 AB1500_MARKER: 45 = MICROWAVE TOWER
 AB1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1500+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 AB1500
 AB1500  HISTORY     - Date     Condition        Report By
 AB1500  HISTORY     - 1917     FIRST OBSERVED   CGS
 AB1500  HISTORY     - 20040223 GOOD             USPSQD
 AB1500
 AB1500                          STATION DESCRIPTION
 AB1500
 AB1500'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0223 ***********************************************************************
 AB0223  DESIGNATION -  POINT ISABEL W B AZ
 AB0223  PID         -  AB0223
 AB0223  STATE/COUNTY-  TX/CAMERON
 AB0223  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0223
 AB0223                         *CURRENT SURVEY CONTROL
 AB0223  ___________________________________________________________________
 AB0223* NAD 83(1986)-  26 05 31.     (N)    097 19 39.     (W)     SCALED    
 AB0223* NAVD 88     -         2.967  (meters)       9.73   (feet)  ADJUSTED  
 AB0223  ___________________________________________________________________
 AB0223  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 AB0223  DYNAMIC HT  -           2.963 (meters)       9.72  (feet)  COMP
 AB0223  MODELED GRAV-     979,058.6   (mgal)                       NAVD 88
 AB0223
 AB0223  VERT ORDER  -  FIRST     CLASS II
 AB0223
 AB0223.The horizontal coordinates were scaled from a topographic map and have
 AB0223.an estimated accuracy of +/- 6 seconds.
 AB0223
 AB0223.The orthometric height was determined by differential leveling
 AB0223.and adjusted by the National Geodetic Survey in June 1991..
 AB0223
 AB0223.The geoid height was determined by GEOID03.
 AB0223
 AB0223.The dynamic height is computed by dividing the NAVD 88
 AB0223.geopotential number by the normal gravity value computed on the
 AB0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0223.degrees latitude (g = 980.6199 gals.).
 AB0223
 AB0223.The modeled gravity was interpolated from observed gravity values.
 AB0223
 AB0223;                    North         East    Units  Estimated Accuracy
 AB0223;SPC TX S     - 5,047,660.      417,300.      MT  (+/- 180 meters Scaled)
 AB0223
 AB0223                          SUPERSEDED SURVEY CONTROL
 AB0223
 AB0223  NGVD 29 (??/??/92)    3.069  (m)           10.07   (f) ADJ UNCH    1 2
 AB0223
 AB0223.Superseded values are not recommended for survey control.
 AB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0223.See file dsdata.txt to determine how the superseded data were derived.
 AB0223
 AB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP672869(NAD 83)
 AB0223_MARKER: DZ = AZIMUTH MARK DISK
 AB0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0223_STAMPING: POINT ISABEL W B 1939
 AB0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0223+STABILITY: SURFACE MOTION
 AB0223
 AB0223  HISTORY     - Date     Condition        Report By
 AB0223  HISTORY     - 1939     MONUMENTED       CGS
 AB0223  HISTORY     - 1951     GOOD             NGS
 AB0223  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0223  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0223  HISTORY     - 19910424 POOR             USPSQD
 AB0223  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0223
 AB0223                          STATION DESCRIPTION
 AB0223
 AB0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 AB0223'8.0 MI W FROM POINT ISABEL.
 AB0223'8.0 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0223'ISABEL, CAMERON COUNTY, 1-1/4 MILE EAST OF THE JUNCTION OF THE BUENA
 AB0223'VISTA ROAD, AT THE WEST END OF A LOW FILL, 50 FEET NORTH OF THE
 AB0223'CENTERLINE OF THE HIGHWAY, AT THE RIGHT-OF-WAY FENCE LINE, 3 FEET WEST
 AB0223'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 AB0223'STANDARD AZIMUTH-MARK DISK, SET IN THE TOP OF A CONCRETE POST.
 AB0223
 AB0223                          STATION RECOVERY (1951)
 AB0223
 AB0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0223'RECOVERED IN GOOD CONDITION.
 AB0223
 AB0223                          STATION RECOVERY (1987)
 AB0223
 AB0223'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0223'MARK NOT FOUND.
 AB0223
 AB0223                          STATION RECOVERY (1987)
 AB0223
 AB0223'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0223'MARK NOT FOUND.
 AB0223
 AB0223                          STATION RECOVERY (1991)
 AB0223
 AB0223'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0223'MARK RECOVERED IN POOR CONDITION.
 AB0223
 AB0223                          STATION RECOVERY (1993)
 AB0223
 AB0223'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0224 ***********************************************************************
 AB0224  DESIGNATION -  POINT ISABEL W B RM 2
 AB0224  PID         -  AB0224
 AB0224  STATE/COUNTY-  TX/CAMERON
 AB0224  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0224
 AB0224                         *CURRENT SURVEY CONTROL
 AB0224  ___________________________________________________________________
 AB0224* NAD 83(1986)-  26 06 19.     (N)    097 19 14.     (W)     SCALED    
 AB0224* NAVD 88     -         2.683  (meters)       8.80   (feet)  ADJUSTED  
 AB0224  ___________________________________________________________________
 AB0224  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 AB0224  DYNAMIC HT  -           2.678 (meters)       8.79  (feet)  COMP
 AB0224  MODELED GRAV-     979,060.1   (mgal)                       NAVD 88
 AB0224
 AB0224  VERT ORDER  -  FIRST     CLASS II
 AB0224
 AB0224.The horizontal coordinates were scaled from a topographic map and have
 AB0224.an estimated accuracy of +/- 6 seconds.
 AB0224
 AB0224.The orthometric height was determined by differential leveling
 AB0224.and adjusted by the National Geodetic Survey in June 1991..
 AB0224
 AB0224.The geoid height was determined by GEOID03.
 AB0224
 AB0224.The dynamic height is computed by dividing the NAVD 88
 AB0224.geopotential number by the normal gravity value computed on the
 AB0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0224.degrees latitude (g = 980.6199 gals.).
 AB0224
 AB0224.The modeled gravity was interpolated from observed gravity values.
 AB0224
 AB0224;                    North         East    Units  Estimated Accuracy
 AB0224;SPC TX S     - 5,049,150.      417,980.      MT  (+/- 180 meters Scaled)
 AB0224
 AB0224                          SUPERSEDED SURVEY CONTROL
 AB0224
 AB0224  NGVD 29 (??/??/92)    2.783  (m)            9.13   (f) ADJ UNCH    1 2
 AB0224
 AB0224.Superseded values are not recommended for survey control.
 AB0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0224.See file dsdata.txt to determine how the superseded data were derived.
 AB0224
 AB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP679884(NAD 83)
 AB0224_MARKER: Z = SEE DESCRIPTION
 AB0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0224_SP_SET: CONCRETE MASS
 AB0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0224
 AB0224  HISTORY     - Date     Condition        Report By
 AB0224  HISTORY     - 1913     MONUMENTED       CGS
 AB0224  HISTORY     - 1951     GOOD             NGS
 AB0224  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0224
 AB0224                          STATION DESCRIPTION
 AB0224
 AB0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0224'11.5 MI NE FROM LOS FRESNOS.
 AB0224'8.8 MILES EAST ALONG STATE HIGHWAY 100 FROM ITS JUNCTION WITH PAREDES
 AB0224'ROAD AT LOS FRESNOS, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 AB0224'THENCE 1.7 MILES EAST ALONG A TRACK ROAD, 0.1 MILE SOUTHWEST OF A
 AB0224'WINDMILL AND AN EARTH RESERVOIR, 200 FEET SOUTH OF THE SOUTH EDGE OF A
 AB0224'DRAINAGE DITCH, 79.7 FEET SOUTHEAST OF TRIANGULATION STATION POINT
 AB0224'ISABEL WEST BASE, 1.8 FEET WEST OF A WITNESS POST, THE TOP OF A GLASS
 AB0224'BOTTLE WHICH IS SET IN THE TOP OF A MASS OF CONCRETE WHICH IS FLUSH
 AB0224'WITH THE GROUND.
 AB0224
 AB0224                          STATION RECOVERY (1963)
 AB0224
 AB0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0226 ***********************************************************************
 AB0226  DESIGNATION -  POINT ISABEL W B RM 3
 AB0226  PID         -  AB0226
 AB0226  STATE/COUNTY-  TX/CAMERON
 AB0226  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0226
 AB0226                         *CURRENT SURVEY CONTROL
 AB0226  ___________________________________________________________________
 AB0226* NAD 83(1986)-  26 06 21.     (N)    097 19 16.     (W)     SCALED    
 AB0226* NAVD 88     -         2.874  (meters)       9.43   (feet)  ADJUSTED  
 AB0226  ___________________________________________________________________
 AB0226  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 AB0226  DYNAMIC HT  -           2.870 (meters)       9.42  (feet)  COMP
 AB0226  MODELED GRAV-     979,060.1   (mgal)                       NAVD 88
 AB0226
 AB0226  VERT ORDER  -  FIRST     CLASS II
 AB0226
 AB0226.The horizontal coordinates were scaled from a topographic map and have
 AB0226.an estimated accuracy of +/- 6 seconds.
 AB0226
 AB0226.The orthometric height was determined by differential leveling
 AB0226.and adjusted by the National Geodetic Survey in June 1991..
 AB0226
 AB0226.The geoid height was determined by GEOID03.
 AB0226
 AB0226.The dynamic height is computed by dividing the NAVD 88
 AB0226.geopotential number by the normal gravity value computed on the
 AB0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0226.degrees latitude (g = 980.6199 gals.).
 AB0226
 AB0226.The modeled gravity was interpolated from observed gravity values.
 AB0226
 AB0226;                    North         East    Units  Estimated Accuracy
 AB0226;SPC TX S     - 5,049,210.      417,920.      MT  (+/- 180 meters Scaled)
 AB0226
 AB0226                          SUPERSEDED SURVEY CONTROL
 AB0226
 AB0226  NGVD 29 (??/??/92)    2.975  (m)            9.76   (f) ADJ UNCH    1 2
 AB0226
 AB0226.Superseded values are not recommended for survey control.
 AB0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0226.See file dsdata.txt to determine how the superseded data were derived.
 AB0226
 AB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP678884(NAD 83)
 AB0226_MARKER: DR = REFERENCE MARK DISK
 AB0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0226_STAMPING: POINT ISABEL WEST BASE NO 3 1906
 AB0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0226+STABILITY: SURFACE MOTION
 AB0226
 AB0226  HISTORY     - Date     Condition        Report By
 AB0226  HISTORY     - 1947     MONUMENTED       CGS
 AB0226  HISTORY     - 1951     GOOD             NGS
 AB0226  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0226  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0226  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0226
 AB0226                          STATION DESCRIPTION
 AB0226
 AB0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0226'11.5 MI NE FROM LOS FRESNOS.
 AB0226'8.8 MILES EAST ALONG STATE HIGHWAY 100 FROM ITS INTERSECTION WITH
 AB0226'PAREDES ROAD AT LOS FRESNOS, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 AB0226'ROAD, THENCE 1.7 MILES EAST ALONG A TRACK ROAD, 0.1 MILE SOUTHWEST OF
 AB0226'A WINDMILL AND AN EARTH RESERVOIR, 117 FEET SOUTH OF THE SOUTH EDGE OF
 AB0226'A DRAINAGE DITCH, 84.7 FEET NORTHWEST OF TRIANGULATION STATION POINT
 AB0226'ISABEL WEST BASE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AB0226'FOOT ABOVE THE GROUND.
 AB0226
 AB0226                          STATION RECOVERY (1963)
 AB0226
 AB0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0226'MARK NOT FOUND.
 AB0226
 AB0226                          STATION RECOVERY (1991)
 AB0226
 AB0226'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0226'MARK NOT FOUND.
 AB0226
 AB0226                          STATION RECOVERY (1993)
 AB0226
 AB0226'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0227 ***********************************************************************
 AB0227  DESIGNATION -  POINT ISABEL W B RM 1
 AB0227  PID         -  AB0227
 AB0227  STATE/COUNTY-  TX/CAMERON
 AB0227  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0227
 AB0227                         *CURRENT SURVEY CONTROL
 AB0227  ___________________________________________________________________
 AB0227* NAD 83(1986)-  26 06 21.     (N)    097 19 14.     (W)     SCALED    
 AB0227* NAVD 88     -         2.985  (meters)       9.79   (feet)  ADJUSTED  
 AB0227  ___________________________________________________________________
 AB0227  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 AB0227  DYNAMIC HT  -           2.980 (meters)       9.78  (feet)  COMP
 AB0227  MODELED GRAV-     979,060.1   (mgal)                       NAVD 88
 AB0227
 AB0227  VERT ORDER  -  FIRST     CLASS II
 AB0227
 AB0227.The horizontal coordinates were scaled from a topographic map and have
 AB0227.an estimated accuracy of +/- 6 seconds.
 AB0227
 AB0227.The orthometric height was determined by differential leveling
 AB0227.and adjusted by the National Geodetic Survey in June 1991..
 AB0227.WARNING-Repeat measurements at this control monument indicate possible
 AB0227.vertical movement.
 AB0227
 AB0227.The geoid height was determined by GEOID03.
 AB0227
 AB0227.The dynamic height is computed by dividing the NAVD 88
 AB0227.geopotential number by the normal gravity value computed on the
 AB0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0227.degrees latitude (g = 980.6199 gals.).
 AB0227
 AB0227.The modeled gravity was interpolated from observed gravity values.
 AB0227
 AB0227;                    North         East    Units  Estimated Accuracy
 AB0227;SPC TX S     - 5,049,210.      417,980.      MT  (+/- 180 meters Scaled)
 AB0227
 AB0227                          SUPERSEDED SURVEY CONTROL
 AB0227
 AB0227  NGVD 29 (??/??/92)    3.086  (m)           10.12   (f) ADJ UNCH    1 2
 AB0227
 AB0227.Superseded values are not recommended for survey control.
 AB0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0227.See file dsdata.txt to determine how the superseded data were derived.
 AB0227
 AB0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP679884(NAD 83)
 AB0227_MARKER: DR = REFERENCE MARK DISK
 AB0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0227_STAMPING: POINT ISABEL W B NO 1 1939
 AB0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0227+STABILITY: SURFACE MOTION
 AB0227
 AB0227  HISTORY     - Date     Condition        Report By
 AB0227  HISTORY     - 1939     MONUMENTED       CGS
 AB0227  HISTORY     - 1951     GOOD             NGS
 AB0227  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0227  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0227  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0227
 AB0227                          STATION DESCRIPTION
 AB0227
 AB0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0227'11.5 MI NE FROM LOS FRESNOS.
 AB0227'8.8 MILES EAST ALONG STATE HIGHWAY 100 FROM ITS JUNCTION WITH PAREDES
 AB0227'ROAD AT LOS FRESNOS, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 AB0227'THENCE 1.7 MILES EAST ALONG A TRACK ROAD, 0.1 MILE SOUTHWEST OF A
 AB0227'WINDMILL AND AN EARTH RESERVOIR, 226.0 FEET NORTHEAST OF TRIANGULATION
 AB0227'STATION POINT ISABEL WEST BASE, 220 FEET SOUTH OF THE CENTER LINE OF
 AB0227'THE TRACK ROAD, 27 FEET NORTH OF THE NORTH EDGE OF A DRAINAGE DITCH, 2
 AB0227'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0227'PROJECTS 1.0 FOOT ABOVE THE GROUND.
 AB0227
 AB0227                          STATION RECOVERY (1963)
 AB0227
 AB0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0227'MARK NOT FOUND.
 AB0227
 AB0227                          STATION RECOVERY (1991)
 AB0227
 AB0227'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0227'MARK NOT FOUND.
 AB0227
 AB0227                          STATION RECOVERY (1993)
 AB0227
 AB0227'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0225 ***********************************************************************
 AB0225  DESIGNATION -  POINT ISABEL W BASE
 AB0225  PID         -  AB0225
 AB0225  STATE/COUNTY-  TX/CAMERON
 AB0225  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0225
 AB0225                         *CURRENT SURVEY CONTROL
 AB0225  ___________________________________________________________________
 AB0225* NAD 83(1993)-  26 06 20.83742(N)    097 19 15.82002(W)     ADJUSTED  
 AB0225* NAVD 88     -         2.642  (meters)       8.67   (feet)  ADJUSTED  
 AB0225  ___________________________________________________________________
 AB0225  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AB0225  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 AB0225  DYNAMIC HT  -           2.638 (meters)       8.65  (feet)  COMP
 AB0225  MODELED GRAV-     979,060.1   (mgal)                       NAVD 88
 AB0225
 AB0225  HORZ ORDER  -  FIRST
 AB0225  VERT ORDER  -  FIRST     CLASS II
 AB0225
 AB0225.The horizontal coordinates were established by classical geodetic methods
 AB0225.and adjusted by the National Geodetic Survey in February 1996..
 AB0225
 AB0225.The orthometric height was determined by differential leveling
 AB0225.and adjusted by the National Geodetic Survey in June 1991..
 AB0225
 AB0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0225
 AB0225.The geoid height was determined by GEOID03.
 AB0225
 AB0225.The dynamic height is computed by dividing the NAVD 88
 AB0225.geopotential number by the normal gravity value computed on the
 AB0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0225.degrees latitude (g = 980.6199 gals.).
 AB0225
 AB0225.The modeled gravity was interpolated from observed gravity values.
 AB0225
 AB0225;                    North         East     Units Scale Factor Converg.
 AB0225;SPC TX S     - 5,049,203.586   417,926.909   MT  1.00001589   +0 32 06.9
 AB0225;SPC TX S     -16,565,595.43  1,371,148.53   sFT  1.00001589   +0 32 06.9
 AB0225;UTM  14      - 2,888,481.893   667,888.338   MT  0.99994803   +0 44 20.2
 AB0225
 AB0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0225!SPC TX S     -   1.00000299  x   1.00001589  =   1.00001888
 AB0225!UTM  14      -   1.00000299  x   0.99994803  =   0.99995102
 AB0225
 AB0225|---------------------------------------------------------------------|
 AB0225| PID    Reference Object                     Distance      Geod. Az  |
 AB0225|                                                           dddmmss.s |
 AB0225| AB0227 POINT ISABEL W B RM 1                68.070 METERS 01932     |
 AB0225| AB0224 POINT ISABEL W B RM 2                24.257 METERS 11355     |
 AB0225| AB1499 PORT ISABEL MUNICIPAL TANK          APPROX.11.1 KM 1153039.7 |
 AB0225| AB0223 POINT ISABEL W B AZ                                2034302.4 |
 AB0225| AB1541 BAYVIEW MUNICIPAL TANK              APPROX. 8.2 KM 2844607.6 |
 AB0225| AB0226 POINT ISABEL W B RM 3                25.841 METERS 30320     |
 AB0225| AB1532 LAGUNA MADRE AIRBASE TANK           APPROX. 5.5 KM 3404609.8 |
 AB0225|---------------------------------------------------------------------|
 AB0225
 AB0225                          SUPERSEDED SURVEY CONTROL
 AB0225
 AB0225  NAD 83(1986)-  26 06 20.85096(N)    097 19 15.77418(W) AD(       ) 1
 AB0225  NAD 27      -  26 06 19.57300(N)    097 19 14.85300(W) AD(       ) 1
 AB0225  NGVD 29 (??/??/92)    2.743  (m)            9.00   (f) ADJ UNCH    1 2
 AB0225
 AB0225.Superseded values are not recommended for survey control.
 AB0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0225.See file dsdata.txt to determine how the superseded data were derived.
 AB0225
 AB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6788888482(NAD 83)
 AB0225_MARKER: DS = TRIANGULATION STATION DISK
 AB0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0225+STABILITY: SURFACE MOTION
 AB0225
 AB0225  HISTORY     - Date     Condition        Report By
 AB0225  HISTORY     - 1906     MONUMENTED       CGS
 AB0225  HISTORY     - 1937     GOOD             TXHD
 AB0225  HISTORY     - 1939     SEE DESCRIPTION  CGS
 AB0225  HISTORY     - 1942     GOOD             CGS
 AB0225  HISTORY     - 1947     GOOD             CGS
 AB0225  HISTORY     - 1950     GOOD             CGS
 AB0225  HISTORY     - 1951     GOOD             CGS
 AB0225  HISTORY     - 1951     GOOD             NGS
 AB0225  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0225  HISTORY     - 1969     GOOD             LOCENG
 AB0225  HISTORY     - 19910306 POOR             USPSQD
 AB0225  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0225  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 AB0225  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0225
 AB0225                          STATION DESCRIPTION
 AB0225
 AB0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (OBF)
 AB0225'STATION IS ABOUT 2 MILES W OF A SMALL RANCH HOUSE AND WINDMILL,
 AB0225'IN THE TOWN OF LAGUNA VISTA, AND ABOUT 1/2 MILE S OF THE
 AB0225'ROAD BETWEEN SAN BENITO AND POINT ISABEL.
 AB0225'
 AB0225'THE SUBSURFACE MARK IS A BEER BOTTLE 8 INCHES LONG FILLED
 AB0225'WITH CONCRETE AND INCASED IN A CYLINDER OF CONCRETE.  THE
 AB0225'BOTTLE IS 2-1/2 FEET BELOW THE SURFACE OF THE GROUND.  OVER
 AB0225'THE SUBSURFACE MARK WAS PLACED A LAYER OF SAND AND EARTH 6
 AB0225'INCHES THICK, AND UPON THIS WAS SET THE SURFACE MARK, CONSISTING
 AB0225'OF A PIECE OF TERRA-COTTA SEWER PIPE 6 INCHES IN DIAMETER
 AB0225'AND 26 INCHES LONG, FILLED WITH CONCRETE AND INCASED IN A
 AB0225'CYLINDER OF CONCRETE 18 INCHES IN DIAMETER AND 26 INCHES LONG,
 AB0225'IN THE CENTER OF THE TOP OF THE PIPE WAS EMBEDDED A BOTTLE.
 AB0225'A NAIL HAS ITS POINT PROJECTING 1/4 INCH ABOVE THE CONCRETE.
 AB0225'THE TOP OF THE CYLINDER OF CONCRETE BEARS THE LETTERS
 AB0225'U.S.C. AND G.S. 1906, AROUND THE TOP.
 AB0225'
 AB0225'THE REFERENCE MARK IS A PIECE OF SEWER PIPE 6 INCHES IN
 AB0225'DIAMETER AND 26 INCHES LONG.  THE PIPE IS SET IN CONCRETE
 AB0225'AND THEN FILLED WITH CONCRETE WITH A 12-PENNY NAIL SET HEAD
 AB0225'DOWN IN THE CENTER OF THE TOP OF THE PIPE.  ITS POINT PROJECTING
 AB0225'1/4 INCH ABOVE THE CONCRETE.  IT IS 24.25 METERS (79.6 FEET)
 AB0225'FROM THE STATION APPROXIMATELY S 67 DEG E.
 AB0225'
 AB0225'ELEVATION OF STATION, 3.00 METERS (9.84 FEET).
 AB0225
 AB0225                          STATION RECOVERY (1937)
 AB0225
 AB0225'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AB0225'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AB0225'THE DESCRIPTION OF 1906 IS GOOD WITH THESE CHANGES--
 AB0225'
 AB0225'THE OLD SAN BENITO-POINT ISABEL ROAD HAS BEEN RE-LOCATED AND
 AB0225'IS NOW STATE HIGHWAY 100.  THE STATION IS ABOUT 1 MILE N OF
 AB0225'THIS HIGHWAY.  THE TERM TOWN SITE WOULD MORE ACCURATELY
 AB0225'DESCRIBE LAGUNA VISTA THAN THE TERM TOWN.
 AB0225
 AB0225                          STATION RECOVERY (1939)
 AB0225
 AB0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB0225'STATION IS ABOUT 10 MILES ENE OF LOS FRESNOS, ABOUT 7 MILES
 AB0225'WNW OF PORT ISABEL, ABOUT 1-1/2 MILES W OF A SUB-DIVISION
 AB0225'CALLED LAGUNA VISTA (NOT IN LAGUNA VISTA AS GIVEN IN 1913
 AB0225'DESCRIPTION), ABOUT 1 MILE N OF STATE HIGHWAY 100, 390 FEET
 AB0225'S OF DIRT ROAD, AND 221 FEET S OF A POWER LINE POLE WITH 4
 AB0225'GUY WIRES IN A LARGE OPEN PASTURE.
 AB0225'
 AB0225'STATION IS NOT MARKED AS DESCRIBED IN THE OLD DESCRIPTION.
 AB0225'
 AB0225'SURFACE MARK IS A DISK-SHAPED BRONZE CASTING 2-1/2 INCHES
 AB0225'IN DIAMETER WITH CENTER PORTION OF BOTTOM SLIGHTLY RAISED
 AB0225'WITH A CROSS CUT IN CENTER OF RAISED PART, AT BOTTOM AND
 AB0225'AROUND RAISED PART ARE LETTERS USC AND GS.  DISK IS SET
 AB0225'IN A MASS OF CONCRETE 24 INCHES IN DIAMETER AND FLUSH WITH
 AB0225'GROUND.  RECOVERED IN GOOD CONDITION.
 AB0225'
 AB0225'REFERENCE MARK NO. 1 (1939) IS A STANDARD BRONZE DISK SET IN
 AB0225'CONCRETE, 4 FEET E OF POWER LINE POLE WITH 4 GUY WIRES.
 AB0225'
 AB0225'REFERENCE MARK NO. 2 IS 24.260 METERS E OF STATION, A TILE
 AB0225'FILLED WITH CONCRETE SURROUNDED BY A MASS OF CONCRETE SURROUNDED
 AB0225'BY A MASS OF CONCRETE WITH A BOTTLE IN UPRIGHT POSITION AT
 AB0225'CENTER OF TILE.  THE MARK IS FLUSH WITH THE GROUND.  DISTANCE
 AB0225'CHECKED 1913 MEASUREMENTS.
 AB0225'
 AB0225'AZIMUTH MARK IS ABOUT 1.0 MILE S OF THE STATION AND ABOUT
 AB0225'35 FEET N OF STATE HIGHWAY 100.  IT IS A STANDARD BRONZE DISK
 AB0225'SET IN A CONCRETE CYLINDER, AND STAMPED 1939.
 AB0225'
 AB0225'THE STATION IS REACHED FROM RAILROAD CROSSING AT LOS FRESNOS
 AB0225'AS FOLLOWS--GO E ON STATE HIGHWAY 100 FOR 9 MILES TO A DIRT
 AB0225'ROAD LEADING N, TURN LEFT (N) ON THIS ROAD AND GO 1.0 MILE
 AB0225'TO DIM CROSSROADS AT POWER LINE, TURN RIGHT (E) THROUGH WIRE
 AB0225'GATE AND GO E 1.6 MILES TO STATION.
 AB0225
 AB0225                          STATION RECOVERY (1942)
 AB0225
 AB0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AB0225'STATION, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH MARK
 AB0225'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AB0225'
 AB0225'STATION IS ABOUT 10 MILES ENE OF LOS FRESNOS, ABOUT 1.5 MILES
 AB0225'W OF LAGUNA VISTA, ABOUT 1.0 MILE N OF STATE HIGHWAY 100,
 AB0225'ABOUT 359 FEET S OF AN E-W TRACK ROAD, ABOUT 221 FEET S OF A
 AB0225'POWER-LINE POLE WITH FOUR GUY WIRES AT THE EDGE OF A DRAINAGE
 AB0225'DITCH AND IN LARGE PASTURE.  IT IS 3 FEET W OF A 4- BY 4-INCH
 AB0225'WOODEN MARKER POST.  IT IS A BRONZE CASTING 2-1/2 INCHES
 AB0225'IN DIAMETER SET IN MASS OF CONCRETE.
 AB0225'
 AB0225'REFERENCE MARK NO. 1 IS ALONG THE DRAINAGE DITCH, 4 FEET
 AB0225'E OF A POWER-LINE POLE WITH FOUR GUY WIRES AND 223 FEET N
 AB0225'OF THE STATION.  IT IS STAMPED POINT ISABEL W.B. NO. 1 1939
 AB0225'THE MONUMENT PROJECTS ABOUT 1 FOOT.
 AB0225'
 AB0225'REFERENCE MARK NO. 2 IS 79.6 FEET E OF THE STATION, AND ABOUT
 AB0225'210 FEET S OF THE DRAINAGE DITCH.  IT IS ABOUT FLUSH WITH THE
 AB0225'GROUND.  (NOTE--THE TOP OF BOTTLE FILLED WITH CONCRETE SET IN
 AB0225'CONCRETE-FILLED TILE FLUSH WITH THE GROUND.)
 AB0225'
 AB0225'AZIMUTH MARK IS ABOUT 1.4 MILES E OF THE INTERSECTION OF
 AB0225'ROAD LEADING TO BUENA VISTA, 50 FEET N OF AND ABOUT THE SAME
 AB0225'ELEVATION AS THE CENTER LINE OF STATE HIGHWAY 100, 3 FEET
 AB0225'E OF A 4- BY 4-INCH WOODEN MARKER POST AND IN RIGHT-OF-WAY
 AB0225'FENCE LINE.  IT IS STAMPED POINT ISABEL W.B. 1939.
 AB0225'THE MONUMENT PROJECTS 0.5 FOOT.
 AB0225
 AB0225                          STATION RECOVERY (1947)
 AB0225
 AB0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB0225'STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1939, EXCEPT
 AB0225'THAT THE POWER LINE HAD BEEN REMOVED AND A DRAINAGE CANAL
 AB0225'HAD BEEN CONSTRUCTED BETWEEN THE STATION AND REFERENCE MARK
 AB0225'NO. 1.  THE MARKS WERE FOUND IN GOOD CONDITION.  A NEW REFERENCE
 AB0225'MARK WAS SET AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AB0225'
 AB0225'STATION IS LOCATED ABOUT 10 NORTHEAST OF LOS FRESNOS AND
 AB0225'ABOUT 7 MILES NORTHWEST OF PORT ISABEL.  IT IS 150 FEET SOUTH
 AB0225'OF THE CANAL AND ABOUT 400 FEET SOUTH OF THE DIRT ROAD.  SURFACE
 AB0225'MARK IS A DISK-SHAPED BRONZE CASTING 2-1/2 INCHES IN DIAMETER
 AB0225'WITH THE CENTER PORTION SLIGHTLY RAISED WITH A CROSS CUT IN
 AB0225'THE CENTER, AROUND THE EDGE OF THE CAP ARE ENGRAVED LETTERS
 AB0225'U.S.C. AND G.S.  THE DISK IS SET IN A CONCRETE BASE FLUSH
 AB0225'WITH THE GROUND AND IS NOT STAMPED.
 AB0225'
 AB0225'REFERENCE MARK NO. 1 IS 223.33 FEET NORTH OF THE STATION AND
 AB0225'40 FEET NORTH OF THE CANAL.  THE MARK PROJECTS ABOUT 1 FOOT
 AB0225'AND THE DISK IS STAMPED POINT ISABEL W B NO 1 1939.
 AB0225'
 AB0225'REFERENCE MARK NO. 2 (1913) IS 79.58 FEET EAST OF THE STATION
 AB0225'AND 2 FEET NORTHWEST OF A WHITE POST.  IT IS TILE FILLED
 AB0225'CONCRETE WITH A BOTTLE IN A UPRIGHT POSITION IN THE CENTER
 AB0225'THE MARK IS FLUSH WITH THE GROUND.
 AB0225'
 AB0225'REFERENCE MARK NO. 3 IS 84.78 FEET WEST OF THE STATION AND
 AB0225'ABOUT 100 FEET SOUTH OF THE CANAL.  THE MARK PROJECTS ABOUT
 AB0225'10 INCHES AND THE DISK IS STAMPED POINT ISABEL WEST BASE
 AB0225'NO 3 1947.
 AB0225'
 AB0225'AZIMUTH MARK IS ABOUT 1 MILE SOUTH OF THE STATION IN THE
 AB0225'NORTH RIGHT-OF-WAY FENCE LINE OF STATE HIGHWAY 100.  IT IS
 AB0225'50 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 4.5 FEET WEST
 AB0225'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 AB0225'IS STAMPED POINT ISABEL W B 1939.
 AB0225'
 AB0225'TO REACH THE STATION FROM THE RAILROAD CROSSING IN LOS FRESNOS
 AB0225'GO EAST ON STATE HIGHWAY 100 FOR 10.3 MILES TO THE AZIMUTH
 AB0225'MARK ON THE LEFT, CONTINUE ON HIGHWAY 100 FOR 2.65 MILES
 AB0225'TO COAST GUARD STATION ON THE RIGHT AND A T-ROAD LEFT, TURN
 AB0225'LEFT AND GO 0.15 MILE, TAKE RIGHT FORK AND FOLLOW SHORE LINE
 AB0225'2.1 MILE TO WHERE MAIN ROAD TURNS RIGHT AND AN OLD ROAD
 AB0225'STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO THE
 AB0225'STATION ON THE LEFT AS DESCRIBED.
 AB0225'
 AB0225'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AB0225
 AB0225                          STATION RECOVERY (1950)
 AB0225
 AB0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB0225'STATION RECOVERED IN GOOD CONDITION.  ROAD N. OF DRAINAGE
 AB0225'DITCH HAS BEEN CLOSED.  NEW DESCRIPTION FOLLOWS--
 AB0225'
 AB0225'STATION IS APPROXIMATELY 7.5 MILES WNW. OF PORT ISABEL, AND
 AB0225'APPROXIMATELY 11 MILES ENE. OF LOS FRESNOS.
 AB0225'
 AB0225'TO REACH FROM OLD LIGHTHOUSE AT PORT ISABEL, PROCEED 5.3 MILES
 AB0225'W. ON STATE HIGHWAY NO. 100 TO JUNCTION WITH PAVED FARM ROAD
 AB0225'510, TURN N. (RIGHT) ON FARM ROAD 510 AND GO 2.4 MILES, TURN
 AB0225'S. OFF PAVED ROAD, THROUGH WIRE GATE IN FENCE AND ALONG E.
 AB0225'EDGE OF MESQUITE SCRUB APPROXIMATELY 200 FT., FOLLOW FIELD
 AB0225'ROAD SW. 0.4 MILE TO SW. CORNER OF RESERVOIR, PASS THROUGH
 AB0225'WIRE GATE IN E-W FENCE AND FOLLOW FIELD ROAD W. 0.15 MILE
 AB0225'TO VICINITY OF STATION.  STATION IS APPROXIMATELY 400 FT. S.
 AB0225'OF THE E-W FIELD ROAD, 166 FT. S. OF S. EDGE OF DRAINAGE
 AB0225'DITCH, AND 3.0 FT. W. OF A 4 X 4 INCH WOOD WITNESS POST.
 AB0225'
 AB0225'STATION IS ON OLD TYPE BRONZE DISK SET IN A MASS OF CONCRETE
 AB0225'FLUSH WITH THE GROUND SURFACE.  OUTER RIM OF DISK IS FLUSH
 AB0225'WITH THE CONCRETE.  CENTRAL PORTION OF DISK IS INDENTED
 AB0225'APPROXIMATELY 1/2 INCH BELOW THE SURFACE, AND CONTAINS A
 AB0225'CROSS-MARK IN THE CENTER, SURROUNDED BY THE RAISED, RELIEF
 AB0225'LETTERS U.S.C. AND G.S.
 AB0225'
 AB0225'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED POINT ISABEL
 AB0225'WB NO 1 1939, SET IN A 12 INCH CIRCULAR CONCRETE MONUMENT
 AB0225'PROJECTING 1 FT.  IT IS 223.33 FT. N. OF THE STATION, 177 FT.
 AB0225'S. OF THE FIELD ROAD, 27 FT. N. OF N. EDGE OF DRAINAGE DITCH,
 AB0225'AND 3 FT. E. OF A 4 X 4 INCH WOOD WITNESS POST.
 AB0225'
 AB0225'REFERENCE MARK NO. 2 IS THE TOP OF A CONCRETE FILLED GLASS
 AB0225'BOTTLE SET IN A MASS OF CONCRETE FLUSH WITH THE GROUND SURFACE.
 AB0225'IT IS 79.58 FT. E. OF THE STATION, AND 1.8 FT. W. OF A 4X4
 AB0225'INCH WOOD WITNESS POST.
 AB0225'
 AB0225'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED POINT ISABEL
 AB0225'WEST BASE NO 3 1906 (1906 AND NOT 1947 AS REPORTED BY R.C.B.
 AB0225'IN 1947), SET IN A 12 X 12 INCH SQUARE CONCRETE MONUMENT PROJECTING
 AB0225'0.8 FT.  IT IS 84.78 FT. WNW. OF THE STATION, AND APPROXIMATELY
 AB0225'100 FT. S. OF THE DRAINAGE DITCH.
 AB0225'
 AB0225'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED POINT
 AB0225'ISABEL WB 1939 SET IN A 12 INCH CIRCULAR CONCRETE MONUMENT
 AB0225'PROJECTING 0.3 FT.  IT IS APPROXIMATELY 1.1 MILE S 30 DEG
 AB0225'W OF STATION, 1.1 MILE E. OF RAILROAD TRACK CROSSING TEXAS
 AB0225'HIGHWAY NO. 100, 50 FT. N. OF CENTERLINE OF THE HIGHWAY AT
 AB0225'RIGHT-OF-WAY FENCE LINE, 1.5 FT. W. OF A 4 X 4 INCH WOOD WITNESS
 AB0225'POST.
 AB0225
 AB0225                          STATION RECOVERY (1951)
 AB0225
 AB0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB0225'8.8 MILES EAST ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 AB0225'WITH PAREDES ROAD AT LOS FRESNOS, THENCE 1.0 MILE NORTH ALONG
 AB0225'A GRADED DIRT ROAD, THENCE 1.7 MILES EAST ALONG A TRACK ROAD,
 AB0225'0.1 MILE SOUTHWEST OF A WINDMILL AND AN EARTH RESERVOIR, 420
 AB0225'FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 169 FEET
 AB0225'SOUTH OF THE SOUTH EDGE OF A DRAINAGE DITCH, AN OLD TYPE
 AB0225'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 AB0225'WHICH IS FLUSH WITH THE GROUND.
 AB0225'
 AB0225'POINT ISABEL WEST BASE R.M. 1 IS 226.0 FEET NORTHEAST OF
 AB0225'TRIANGULATION STATION POINT ISABEL WEST BASE, 0.1 MILE SOUTHWEST
 AB0225'OF A WINDMILL AND AN EARTH RESERVOIR, 220 FEET SOUTH OF THE
 AB0225'CENTER LINE OF A TRACK ROAD, 27 FEET NORTH OF THE NORTH EDGE
 AB0225'OF A DRAINAGE DITCH, 2 FEET EAST OF A WITNESS POST, A REFERENCE
 AB0225'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AB0225'1.0 FOOT ABOVE THE GROUND, STAMPED POINT ISABEL W B NO 1 1939.
 AB0225'
 AB0225'POINT ISABEL WEST BASE R.M. 2 IS 79.7 FEET SOUTHEAST OF
 AB0225'TRIANGULATION STATION POINT ISABEL WEST BASE, 0.1 MILE SOUTHWEST
 AB0225'OF A WINDMILL AND AN EARTH RESERVOIR, 200 FEET SOUTH OF THE
 AB0225'SOUTH EDGE OF A DRAINAGE DITCH, 1.8 FEET WEST OF A WITNESS
 AB0225'POST, THE TOP OF A GLASS BOTTLE WHICH IS SET IN THE TOP OF A
 AB0225'MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND.
 AB0225'
 AB0225'POINT ISABEL WEST BASE AZIMUTH IS 1.4 MILES SOUTHWEST OF
 AB0225'TRIANGULATION STATION POINT ISABEL WEST BASE, AN AZIMUTH MARK
 AB0225'DISK STAMPED POINT ISABEL W B 1939.
 AB0225'
 AB0225'POINT ISABEL WEST BASE R.M. 3 IS 84.7 FEET NORTHWEST OF
 AB0225'TRIANGULATION STATION POINT ISABEL WEST BASE, 117 FEET SOUTH
 AB0225'OF THE SOUTH EDGE OF A DRAINAGE DITCH, A REFERENCE MARK
 AB0225'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AB0225'FOOT ABOVE THE GROUND, STAMPED POINT ISABEL WEST BASE NO 3 1906.
 AB0225'
 AB0225'ALL MARKS ARE IN GOOD CONDITION.
 AB0225
 AB0225                          STATION RECOVERY (1951)
 AB0225
 AB0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0225'11.5 MI NE FROM LOS FRESNOS.
 AB0225'8.8 MILES EAST ALONG STATE HIGHWAY 100 FROM THE INTERSECTION OF STATE
 AB0225'HIGHWAY 100 AND PAREDES ROAD AT LOS FRESNOS, THENCE 1.0 MILE NORTH
 AB0225'ALONG A GRADED DIRT ROAD, THENCE 1.7 MILES EAST ALONG A TRACK ROAD,
 AB0225'0.1 MILE SOUTHWEST OF A WINDMILL AND AN EARTH RESERVOIR, 420 FEET
 AB0225'SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 169 FEET SOUTH OF THE
 AB0225'SOUTH EDGE OF A DRAINAGE DITCH, SET IN THE TOP OF A CONCRETE POST
 AB0225'WHICH IS FLUSH WITH THE GROUND.
 AB0225
 AB0225                          STATION RECOVERY (1963)
 AB0225
 AB0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0225'MARK NOT FOUND.
 AB0225
 AB0225                          STATION RECOVERY (1969)
 AB0225
 AB0225'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (MB)
 AB0225'RECOVERED BY MUNROE AND BASS
 AB0225'
 AB0225'GOOD
 AB0225'
 AB0225'STATION CANNOT BE REPAIRED AS DESCRIBED BY DAZZOING, 1957.
 AB0225'R.R. TRACK HAS BEEN REMOVED AND ROAD FENCED OFF, GO N.W. ON
 AB0225'F.M. 510 APPROX. .6 MI. FROM LAGUNA VISTA, TURN WEST ON DIRT
 AB0225'ROAD NEAR LARGE BROWN WOODEN SIGN SAYING LAGUNA VISTA SIGN
 AB0225'ON WEST SIDE OF F.M. 510.  GO APPROX .8 MI ON DIRT ROAD TAKE
 AB0225'SLIGHT (100 FT JOG SOUTH) THEN CONTINUE WEST .6 MI TO STATION.
 AB0225'
 AB0225'R.M.S NOT SEARCHED FOR.
 AB0225
 AB0225                          STATION RECOVERY (1991)
 AB0225
 AB0225'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0225'MARK RECOVERED IN POOR CONDITION.
 AB0225
 AB0225                          STATION RECOVERY (1991)
 AB0225
 AB0225'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0225'MARK NOT FOUND.
 AB0225
 AB0225                          STATION RECOVERY (1991)
 AB0225
 AB0225'RECOVERY NOTE BY US POWER SQUADRON 1991 (TES)
 AB0225'MARK NOT FOUND.
 AB0225
 AB0225                          STATION RECOVERY (1993)
 AB0225
 AB0225'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0181 ***********************************************************************
 GK0181  DESIGNATION -  POINT RM 1
 GK0181  PID         -  GK0181
 GK0181  STATE/COUNTY-  TX/OCHILTREE
 GK0181  USGS QUAD   -  PICKETT RANCH CREEK (1973)
 GK0181
 GK0181                         *CURRENT SURVEY CONTROL
 GK0181  ___________________________________________________________________
 GK0181* NAD 83(1986)-  36 06 00.     (N)    100 41 33.     (W)     SCALED    
 GK0181* NAVD 88     -       899.78   (+/-2cm)    2952.0    (feet)  VERTCON   
 GK0181  ___________________________________________________________________
 GK0181  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 GK0181
 GK0181  VERT ORDER  -  THIRD (See Below)
 GK0181
 GK0181.The horizontal coordinates were scaled from a topographic map and have
 GK0181.an estimated accuracy of +/- 6 seconds.
 GK0181
 GK0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0181.The vertical order pertains to the NGVD 29 superseded value.
 GK0181
 GK0181.The geoid height was determined by GEOID03.
 GK0181
 GK0181;                    North         East    Units  Estimated Accuracy
 GK0181;SPC TX N     - 1,233,270.      272,710.      MT  (+/- 180 meters Scaled)
 GK0181
 GK0181                          SUPERSEDED SURVEY CONTROL
 GK0181
 GK0181  NGVD 29 (??/??/??)  899.41   (m)         2950.8    (f) RESET       3  
 GK0181
 GK0181.Superseded values are not recommended for survey control.
 GK0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0181.See file dsdata.txt to determine how the superseded data were derived.
 GK0181
 GK0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE476963(NAD 83)
 GK0181_MARKER: DR = REFERENCE MARK DISK
 GK0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0181_STAMPING: POINT NO 1 1952
 GK0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0181+STABILITY: SURFACE MOTION
 GK0181
 GK0181  HISTORY     - Date     Condition        Report By
 GK0181  HISTORY     - 1952     MONUMENTED       CGS
 GK0181  HISTORY     - 1957     GOOD             NGS
 GK0181
 GK0181                          STATION DESCRIPTION
 GK0181
 GK0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GK0181'5.8 MI W FROM NOTLA.
 GK0181'ABOUT 5.8 MILES WEST OF THE OLD STORE BUILDING AT NOTLA, NOW A RANCH
 GK0181'BUILDING ALONG THE SOUTH SIDE OF F.M. HIGHWAY 2389.  NOTLA IS 1.4
 GK0181'MILES WEST OF THE JUNCTION OF HIGHWAYS 83 AND 2389.  THE MARK IS 6
 GK0181'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF THE HIGHWAY AND A POWER
 GK0181'POLE, AND IN THE EAST RIGHT-OF-WAY FENCE OF THE DIRT ROAD LEADING
 GK0181'SOUTH.  IT IS ACROSS THE ROAD EAST 73.18 FEET FROM TRIANGULATION
 GK0181'STATION POINT 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0847 ***********************************************************************
 CR0847  DESIGNATION -  POINT RM 3
 CR0847  PID         -  CR0847
 CR0847  STATE/COUNTY-  TX/RAINS
 CR0847  USGS QUAD   -  EMORY NORTH (1980)
 CR0847
 CR0847                         *CURRENT SURVEY CONTROL
 CR0847  ___________________________________________________________________
 CR0847* NAD 83(1986)-  32 55 10.     (N)    095 51 22.     (W)     SCALED    
 CR0847* NAVD 88     -       163.71   (+/-2cm)     537.1    (feet)  VERTCON   
 CR0847  ___________________________________________________________________
 CR0847  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CR0847
 CR0847  VERT ORDER  -  THIRD (See Below)
 CR0847
 CR0847.The horizontal coordinates were scaled from a topographic map and have
 CR0847.an estimated accuracy of +/- 6 seconds.
 CR0847
 CR0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0847.The vertical order pertains to the NGVD 29 superseded value.
 CR0847
 CR0847.The geoid height was determined by GEOID03.
 CR0847
 CR0847;                    North         East    Units  Estimated Accuracy
 CR0847;SPC TXNC     - 2,142,030.      847,250.      MT  (+/- 180 meters Scaled)
 CR0847
 CR0847                          SUPERSEDED SURVEY CONTROL
 CR0847
 CR0847  NGVD 29 (01/29/03)  163.72   (m)          537.1    (f) RESET       3  
 CR0847
 CR0847.Superseded values are not recommended for survey control.
 CR0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0847.See file dsdata.txt to determine how the superseded data were derived.
 CR0847
 CR0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS329459(NAD 83)
 CR0847_MARKER: DR = REFERENCE MARK DISK
 CR0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0847_STAMPING: POINT 1935 NO 3 1966
 CR0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0847+STABILITY: SURFACE MOTION
 CR0847
 CR0847  HISTORY     - Date     Condition        Report By
 CR0847  HISTORY     - 1966     MONUMENTED       CGS
 CR0847
 CR0847                          STATION DESCRIPTION
 CR0847
 CR0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CR0847'1.15 MI SE FROM POINT.
 CR0847'ABOUT 1.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0847'FARM ROAD 47 AND U. S. HIGHWAY 69 AT POINT, 75 FEET NORTHEAST OF THE
 CR0847'CENTER OF U. S. HIGHWAY 69, 57.98 FEET SOUTHEAST OF TRIANGULATION
 CR0847'STATION POINT, AND 2 FEET SOUTHEAST OF A POWER LINE POLE.  A STANDARD
 CR0847'REFERENCE MARK DISK SET IN A 12 X 12 IN. CONCRETE POST PROJECTING 6
 CR0847'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0848 ***********************************************************************
 CR0848  DESIGNATION -  POINT RM 4
 CR0848  PID         -  CR0848
 CR0848  STATE/COUNTY-  TX/RAINS
 CR0848  USGS QUAD   -  EMORY NORTH (1980)
 CR0848
 CR0848                         *CURRENT SURVEY CONTROL
 CR0848  ___________________________________________________________________
 CR0848* NAD 83(1986)-  32 55 10.     (N)    095 51 22.     (W)     SCALED    
 CR0848* NAVD 88     -       163.62   (+/-2cm)     536.8    (feet)  VERTCON   
 CR0848  ___________________________________________________________________
 CR0848  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CR0848
 CR0848  VERT ORDER  -  THIRD (See Below)
 CR0848
 CR0848.The horizontal coordinates were scaled from a topographic map and have
 CR0848.an estimated accuracy of +/- 6 seconds.
 CR0848
 CR0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0848.The vertical order pertains to the NGVD 29 superseded value.
 CR0848
 CR0848.The geoid height was determined by GEOID03.
 CR0848
 CR0848;                    North         East    Units  Estimated Accuracy
 CR0848;SPC TXNC     - 2,142,030.      847,250.      MT  (+/- 180 meters Scaled)
 CR0848
 CR0848                          SUPERSEDED SURVEY CONTROL
 CR0848
 CR0848  NGVD 29 (01/29/03)  163.64   (m)          536.9    (f) RESET       3  
 CR0848
 CR0848.Superseded values are not recommended for survey control.
 CR0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0848.See file dsdata.txt to determine how the superseded data were derived.
 CR0848
 CR0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS329459(NAD 83)
 CR0848_MARKER: DR = REFERENCE MARK DISK
 CR0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0848_STAMPING: POINT 1935 NO 4 1966
 CR0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0848+STABILITY: SURFACE MOTION
 CR0848
 CR0848  HISTORY     - Date     Condition        Report By
 CR0848  HISTORY     - 1966     MONUMENTED       CGS
 CR0848
 CR0848                          STATION DESCRIPTION
 CR0848
 CR0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CR0848'1.15 MI SE FROM POINT.
 CR0848'ABOUT 1.15 MILES SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0848'FARM ROAD 47 AND U. S. HIGHWAY 69 AT POINT, 74 FEET NORTHEAST OF THE
 CR0848'CENTER LINE OF U.S. HIGHWAY 69, AND 1 FOOT NORTHWEST OF A METAL
 CR0848'WITNESS POST.  IT IS 55.93 FEET NORTHWEST OF TRIANGULATION STATION
 CR0848'POINT 1935.  A STANDARD REFERENCE MARK DISK SET IN A 12 X 12 IN.
 CR0848'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0555 ***********************************************************************
 DP0555  DESIGNATION -  POLAR
 DP0555  PID         -  DP0555
 DP0555  STATE/COUNTY-  TX/KENT
 DP0555  USGS QUAD   -  POLAR (1978)
 DP0555
 DP0555                         *CURRENT SURVEY CONTROL
 DP0555  ___________________________________________________________________
 DP0555* NAD 83(1993)-  33 01 00.21840(N)    100 59 24.17666(W)     ADJUSTED  
 DP0555* NAVD 88     -       736.380  (meters)    2415.94   (feet)  ADJUSTED  
 DP0555  ___________________________________________________________________
 DP0555  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 DP0555  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DP0555  DYNAMIC HT  -         735.451 (meters)    2412.89  (feet)  COMP
 DP0555  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 DP0555
 DP0555  HORZ ORDER  -  FIRST
 DP0555  VERT ORDER  -  FIRST     CLASS II
 DP0555
 DP0555.The horizontal coordinates were established by classical geodetic methods
 DP0555.and adjusted by the National Geodetic Survey in February 1996..
 DP0555
 DP0555.The orthometric height was determined by differential leveling
 DP0555.and adjusted by the National Geodetic Survey in July 2002..
 DP0555
 DP0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0555
 DP0555.The geoid height was determined by GEOID03.
 DP0555
 DP0555.The dynamic height is computed by dividing the NAVD 88
 DP0555.geopotential number by the normal gravity value computed on the
 DP0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0555.degrees latitude (g = 980.6199 gals.).
 DP0555
 DP0555.The modeled gravity was interpolated from observed gravity values.
 DP0555
 DP0555;                    North         East     Units Scale Factor Converg.
 DP0555;SPC TXNC     - 2,152,464.636   367,392.204   MT  0.99987281   -1 21 29.0
 DP0555;SPC TXNC     - 7,061,877.73  1,205,352.59   sFT  0.99987281   -1 21 29.0
 DP0555;UTM  14      - 3,654,900.719   314,117.693   MT  1.00002604   -1 05 04.8
 DP0555
 DP0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0555!SPC TXNC     -   0.99988848  x   0.99987281  =   0.99976130
 DP0555!UTM  14      -   0.99988848  x   1.00002604  =   0.99991451
 DP0555
 DP0555|---------------------------------------------------------------------|
 DP0555| PID    Reference Object                     Distance      Geod. Az  |
 DP0555|                                                           dddmmss.s |
 DP0555| AE6879 POLAR RM 1                            8.170 METERS 10029     |
 DP0555| CU1041 DERMOTT ATT MICROWAVE               APPROX. 9.5 KM 1251531.0 |
 DP0555| AE6880 POLAR AZ MK                                        1655352.9 |
 DP0555| AE6878 POLAR RM 2                           10.348 METERS 35243     |
 DP0555|---------------------------------------------------------------------|
 DP0555
 DP0555                          SUPERSEDED SURVEY CONTROL
 DP0555
 DP0555  NAD 83(1993)-  33 01 00.22244(N)    100 59 24.17040(W) AD(       ) 1
 DP0555  NAD 83(1986)-  33 01 00.22388(N)    100 59 24.16731(W) AD(       ) 1
 DP0555  NAD 27      -  33 00 59.86585(N)    100 59 22.71723(W) AD(       ) 1
 DP0555
 DP0555.Superseded values are not recommended for survey control.
 DP0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0555.See file dsdata.txt to determine how the superseded data were derived.
 DP0555
 DP0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1411854901(NAD 83)
 DP0555_MARKER: DS = TRIANGULATION STATION DISK
 DP0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0555_STAMPING: POLAR 1968
 DP0555_MARK LOGO: CGS   
 DP0555_PROJECTION: FLUSH
 DP0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0555+STABILITY: SURFACE MOTION
 DP0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0555+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 DP0555
 DP0555  HISTORY     - Date     Condition        Report By
 DP0555  HISTORY     - 1968     MONUMENTED       CGS
 DP0555  HISTORY     - 19971008 GOOD             NGS
 DP0555  HISTORY     - 19990211 GOOD             TXDOT
 DP0555
 DP0555                          STATION DESCRIPTION
 DP0555
 DP0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0555'THE STATION IS LOCATED ABOUT 25-1/2 MILES SOUTHEAST OF POST,
 DP0555'21 MILES NORTH OF SNYDER AT THE SMALL COMMUNITY OF POLAR.
 DP0555'
 DP0555'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84
 DP0555'BYPASS AND STATE HIGHWAY 208 ON THE NORTH EDGE OF SNYDER, GO
 DP0555'NORTHWEST ON U.S. HIGHWAY 84 FOR 6.3 MILES TO FARM ROAD 1142
 DP0555'ON THE RIGHT.  TURN RIGHT, NORTH, ON FARM ROAD 1142 FOR 13.8
 DP0555'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.35
 DP0555'MILE TO THE REMAINS OF A LARGE STUCCO BUILDING ON THE LEFT.
 DP0555'TURN LEFT, WEST, AND PASS TO THE SOUTH OF THE OLD BUILDING FOR
 DP0555'0.1 MILE TO A FENCE CORNER AND THE STATION.
 DP0555'
 DP0555'THE STATION MARK IS A STANDARD DISK, STAMPED POLAR 1968, SET
 DP0555'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 1
 DP0555'INCH.  IT IS 7.5 FEET NORTHEAST OF A METAL WITNESS POST, 7 FEET
 DP0555'NORTH OF AN EAST-WEST FENCE AND 6 FEET EAST OF A NORTH-SOUTH
 DP0555'FENCE.
 DP0555'
 DP0555'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POLAR NO 1 1968,
 DP0555'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 DP0555'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 30.2 FEET EAST OF
 DP0555'THE WITNESS POST AND 1.2 FEET NORTH OF THE FENCE.
 DP0555'
 DP0555'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POLAR NO 2 1968,
 DP0555'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 DP0555'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 37.6 FEET NORTH OF
 DP0555'THE WITNESS POST AND 1.5 FEET EAST OF THE FENCE.
 DP0555'
 DP0555'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED POLAR 1968,
 DP0555'CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT OUTCROP OF ROCK.  IT
 DP0555'IS 120 FEET WEST OF THE CENTER OF FARM ROAD 1142, 68 FEET WEST
 DP0555'OF THE FENCE AND 61 FEET WEST OF A POWER POLE WITH WITNESS SIGN
 DP0555'ATTACHED.  IT IS ABOUT 15 FEET HIGHER THAN THE ROAD.
 DP0555
 DP0555                          STATION RECOVERY (1997)
 DP0555
 DP0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0555'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 DP0555'OF STATE 208 IN SNYDER, THENCE 14.6 KM (9.05 MI) EASTERLY ALONG A
 DP0555'GRAVELED ROAD AND THEN COUNTY ROAD 432, THENCE 2.3 KM (1.40 MI)
 DP0555'NORTHERLY ALONG COUNTY ROAD 1142, 166.0 M (544.6 FT) WEST OF THE ROAD
 DP0555'CENTERLINE, 150.0 M (492.1 FT) WEST OF A FENCE, 54.3 M (178.1 FT)
 DP0555'SOUTHWEST OF THE SOUTHWEST CORNER OF THE REMAINS OF A LARGE STUCCO
 DP0555'BUILDING, 10.2 M (33.5 FT) SOUTH OF REFERENCE MARK 2, 9.3 M (30.5 FT)
 DP0555'SOUTH OF THE SOUTHWEST CORNER OF AN OUTHOUSE, 8.2 M (26.9 FT) WEST OF
 DP0555'REFERENCE MARK 1, 2.0 M (6.6 FT) NORTHEAST OF A WITNESS POST, AND THE
 DP0555'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 DP0555
 DP0555                          STATION RECOVERY (1999)
 DP0555
 DP0555'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 DP0555'STATION, RM 1 AND RM 2 RECOVERED.  AZIMUTH NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6880 ***********************************************************************
 AE6880  DESIGNATION -  POLAR AZ MK
 AE6880  PID         -  AE6880
 AE6880  STATE/COUNTY-  TX/KENT
 AE6880  USGS QUAD   -  POLAR (1978)
 AE6880
 AE6880                         *CURRENT SURVEY CONTROL
 AE6880  ___________________________________________________________________
 AE6880* NAD 83(1986)-  33 01 00.     (N)    100 59 31.     (W)     SCALED    
 AE6880* NAVD 88     -       738.886  (meters)    2424.16   (feet)  ADJUSTED  
 AE6880  ___________________________________________________________________
 AE6880  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AE6880  DYNAMIC HT  -         737.955 (meters)    2421.11  (feet)  COMP
 AE6880  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 AE6880
 AE6880  VERT ORDER  -  FIRST     CLASS II
 AE6880
 AE6880.The horizontal coordinates were scaled from a topographic map and have
 AE6880.an estimated accuracy of +/- 6 seconds.
 AE6880
 AE6880.The orthometric height was determined by differential leveling
 AE6880.and adjusted by the National Geodetic Survey in July 2002..
 AE6880
 AE6880.The geoid height was determined by GEOID03.
 AE6880
 AE6880.The dynamic height is computed by dividing the NAVD 88
 AE6880.geopotential number by the normal gravity value computed on the
 AE6880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6880.degrees latitude (g = 980.6199 gals.).
 AE6880
 AE6880.The modeled gravity was interpolated from observed gravity values.
 AE6880
 AE6880;                    North         East    Units  Estimated Accuracy
 AE6880;SPC TXNC     - 2,152,460.      367,220.      MT  (+/- 180 meters Scaled)
 AE6880
 AE6880                          SUPERSEDED SURVEY CONTROL
 AE6880
 AE6880.No superseded survey control is available for this station.
 AE6880
 AE6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB139548(NAD 83)
 AE6880_MARKER: DZ = AZIMUTH MARK DISK
 AE6880_SETTING: 66 = SET IN ROCK OUTCROP
 AE6880_STAMPING: POLAR 1968
 AE6880_MARK LOGO: CGS   
 AE6880_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6880+STABILITY: POSITION/ELEVATION WELL
 AE6880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6880+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 AE6880
 AE6880  HISTORY     - Date     Condition        Report By
 AE6880  HISTORY     - 1968     MONUMENTED       CGS
 AE6880  HISTORY     - 19971008 GOOD             NGS
 AE6880
 AE6880                          STATION DESCRIPTION
 AE6880
 AE6880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6880'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6880'OF STATE HIGHWAY 208 IN SNYDER, THENCE 14.6 KM (9.05 MI) EASTERLY
 AE6880'ALONG A GRAVELED ROAD AND THEN COUNTY ROAD 432, THENCE 1.7 KM (1.05
 AE6880'MI) NORTHERLY ALONG COUNTY ROAD 1142, NEAR THE CENTER OF A 3 BY 5-FOOT
 AE6880'AREA OF OUTCROPPING BEDROCK, 35.9 M (117.8 FT) WEST OF THE HIGHWAY
 AE6880'CENTERLINE, 18.1 M (59.4 FT) WEST OF A WITNESS POST AND FENCE, 18.0 M
 AE6880'(59.1 FT) WEST OF A UTILITY POLE, AND 3.0 M (9.8 FT) ABOVE THE LEVEL
 AE6880'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6879 ***********************************************************************
 AE6879  DESIGNATION -  POLAR RM 1
 AE6879  PID         -  AE6879
 AE6879  STATE/COUNTY-  TX/KENT
 AE6879  USGS QUAD   -  POLAR (1978)
 AE6879
 AE6879                         *CURRENT SURVEY CONTROL
 AE6879  ___________________________________________________________________
 AE6879* NAD 83(1986)-  33 01 00.     (N)    100 59 26.     (W)     SCALED    
 AE6879* NAVD 88     -       736.386  (meters)    2415.96   (feet)  ADJUSTED  
 AE6879  ___________________________________________________________________
 AE6879  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AE6879  DYNAMIC HT  -         735.458 (meters)    2412.92  (feet)  COMP
 AE6879  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 AE6879
 AE6879  VERT ORDER  -  FIRST     CLASS II
 AE6879
 AE6879.The horizontal coordinates were scaled from a topographic map and have
 AE6879.an estimated accuracy of +/- 6 seconds.
 AE6879
 AE6879.The orthometric height was determined by differential leveling
 AE6879.and adjusted by the National Geodetic Survey in July 2002..
 AE6879
 AE6879.The geoid height was determined by GEOID03.
 AE6879
 AE6879.The dynamic height is computed by dividing the NAVD 88
 AE6879.geopotential number by the normal gravity value computed on the
 AE6879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6879.degrees latitude (g = 980.6199 gals.).
 AE6879
 AE6879.The modeled gravity was interpolated from observed gravity values.
 AE6879
 AE6879;                    North         East    Units  Estimated Accuracy
 AE6879;SPC TXNC     - 2,152,460.      367,350.      MT  (+/- 180 meters Scaled)
 AE6879
 AE6879                          SUPERSEDED SURVEY CONTROL
 AE6879
 AE6879.No superseded survey control is available for this station.
 AE6879
 AE6879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB140548(NAD 83)
 AE6879_MARKER: DR = REFERENCE MARK DISK
 AE6879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6879_STAMPING: POLAR NO 1 1968
 AE6879_MARK LOGO: CGS   
 AE6879_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6879+STABILITY: SURFACE MOTION
 AE6879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6879+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 AE6879
 AE6879  HISTORY     - Date     Condition        Report By
 AE6879  HISTORY     - 1968     MONUMENTED       CGS
 AE6879  HISTORY     - 19971008 GOOD             NGS
 AE6879
 AE6879                          STATION DESCRIPTION
 AE6879
 AE6879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6879'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6879'OF STATE HIGHWAY 208 IN SNYDER, THENCE 14.6 KM (9.05 MI) EASTERLY
 AE6879'ALONG A GRAVELED ROAD AND THEN COUNTY ROAD 342, THENCE 2.3 KM (1.40
 AE6879'MI) NORTHERLY ALONG COUNTY ROAD 1142, 15.0 M (49.2 FT) SOUTHEAST OF
 AE6879'REFERENCE MARK 2, 12.9 M (42.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 AE6879'OF AN OUTHOUSE, 9.4 M (30.8 FT) EAST OF A WITNESS POST, 8.2 M (26.9
 AE6879'FT) EAST OF TRIANGULATION STATION POLAR, AND 3.0 M (9.8 FT) ABOVE THE
 AE6879'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6878 ***********************************************************************
 AE6878  DESIGNATION -  POLAR RM 2
 AE6878  PID         -  AE6878
 AE6878  STATE/COUNTY-  TX/KENT
 AE6878  USGS QUAD   -  POLAR (1978)
 AE6878
 AE6878                         *CURRENT SURVEY CONTROL
 AE6878  ___________________________________________________________________
 AE6878* NAD 83(1986)-  33 00 59.     (N)    100 59 25.     (W)     SCALED    
 AE6878* NAVD 88     -       736.374  (meters)    2415.92   (feet)  ADJUSTED  
 AE6878  ___________________________________________________________________
 AE6878  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AE6878  DYNAMIC HT  -         735.446 (meters)    2412.88  (feet)  COMP
 AE6878  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 AE6878
 AE6878  VERT ORDER  -  FIRST     CLASS II
 AE6878
 AE6878.The horizontal coordinates were scaled from a topographic map and have
 AE6878.an estimated accuracy of +/- 6 seconds.
 AE6878
 AE6878.The orthometric height was determined by differential leveling
 AE6878.and adjusted by the National Geodetic Survey in July 2002..
 AE6878
 AE6878.The geoid height was determined by GEOID03.
 AE6878
 AE6878.The dynamic height is computed by dividing the NAVD 88
 AE6878.geopotential number by the normal gravity value computed on the
 AE6878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6878.degrees latitude (g = 980.6199 gals.).
 AE6878
 AE6878.The modeled gravity was interpolated from observed gravity values.
 AE6878
 AE6878;                    North         East    Units  Estimated Accuracy
 AE6878;SPC TXNC     - 2,152,430.      367,370.      MT  (+/- 180 meters Scaled)
 AE6878
 AE6878                          SUPERSEDED SURVEY CONTROL
 AE6878
 AE6878.No superseded survey control is available for this station.
 AE6878
 AE6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB140548(NAD 83)
 AE6878_MARKER: DR = REFERENCE MARK DISK
 AE6878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6878_STAMPING: POLAR NO 2 1968
 AE6878_MARK LOGO: CGS   
 AE6878_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6878+STABILITY: SURFACE MOTION
 AE6878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6878+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 AE6878
 AE6878  HISTORY     - Date     Condition        Report By
 AE6878  HISTORY     - 1968     MONUMENTED       CGS
 AE6878  HISTORY     - 19971008 GOOD             NGS
 AE6878
 AE6878                          STATION DESCRIPTION
 AE6878
 AE6878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6878'34.2 KM (21.25 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6878'OF STATE HIGHWAY 208 IN SNYDER, THENCE 14.6 KM (9.05 MI) EASTERLY
 AE6878'ALONG A GRAVELED ROAD AND THEN COUNTY ROAD 432, THENCE 2.3 KM (1.40
 AE6878'MI) NORTHERLY ALONG COUNTY ROAD 1142, 15.0 M (49.2 FT) NORTHWEST OF
 AE6878'REFERENCE MARK 1, 11.6 M (38.1 FT) NORTH OF A WITNESS POST, 10.2 M
 AE6878'(33.5 FT) NORTH OF TRIANGULATION STATION POLAR, 2.3 M (7.5 FT)
 AE6878'NORTHWEST OF THE SOUTHWEST CORNER OF AN OUTHOUSE, AND THE MONUMENT
 AE6878'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0910 ***********************************************************************
 AV0910  DESIGNATION -  POLE
 AV0910  PID         -  AV0910
 AV0910  STATE/COUNTY-  TX/JEFFERSON
 AV0910  USGS QUAD   -  SABINE PASS (1993)
 AV0910
 AV0910                         *CURRENT SURVEY CONTROL
 AV0910  ___________________________________________________________________
 AV0910* NAD 83(1993)-  29 40 48.08713(N)    093 55 04.87052(W)     ADJUSTED  
 AV0910* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 AV0910  ___________________________________________________________________
 AV0910  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AV0910  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AV0910
 AV0910  HORZ ORDER  -  SECOND
 AV0910
 AV0910.The horizontal coordinates were established by classical geodetic methods
 AV0910.and adjusted by the National Geodetic Survey in February 1996..
 AV0910
 AV0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0910
 AV0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0910
 AV0910.The geoid height was determined by GEOID03.
 AV0910
 AV0910;                    North         East     Units Scale Factor Converg.
 AV0910;SPC TXSC     - 4,215,347.907 1,091,693.629   MT  0.99988132   +2 29 23.0
 AV0910;SPC TXSC     -13,829,853.92  3,581,664.85   sFT  0.99988132   +2 29 23.0
 AV0910;SPC LA S     -   133,620.929   749,852.972   MT  0.99994132   -1 17 32.6
 AV0910;SPC LA S     -   438,388.00  2,460,142.63   sFT  0.99994132   -1 17 32.6
 AV0910;UTM  15      - 3,283,682.675   411,174.520   MT  0.99969735   -0 27 16.5
 AV0910
 AV0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0910!SPC TXSC     -   1.00000408  x   0.99988132  =   0.99988540
 AV0910!SPC LA S     -   1.00000408  x   0.99994132  =   0.99994540
 AV0910!UTM  15      -   1.00000408  x   0.99969735  =   0.99970143
 AV0910
 AV0910:                Primary Azimuth Mark                     Grid Az
 AV0910:SPC TXSC     -  SABINE PASS WATER TANK                   015 50 13.3
 AV0910:SPC LA S     -  SABINE PASS WATER TANK                   019 37 08.9
 AV0910:UTM  15      -  SABINE PASS WATER TANK                   018 46 52.8
 AV0910
 AV0910|---------------------------------------------------------------------|
 AV0910| PID    Reference Object                     Distance      Geod. Az  |
 AV0910|                                                           dddmmss.s |
 AV0910| AV0911 SABINE PASS WATER TANK              APPROX. 6.4 KM 0181936.3 |
 AV0910| CV9290 POLE RM 1                            14.870 METERS 03345     |
 AV0910| AV0903 SABINE PASS TV STA KBMT MAST        APPROX. 6.5 KM 0545105.3 |
 AV0910| CV9291 POLE RM 2                            14.175 METERS 30145     |
 AV0910| AV0436 LONE                                APPROX. 3.7 KM 3061439.5 |
 AV0910|---------------------------------------------------------------------|
 AV0910
 AV0910                          SUPERSEDED SURVEY CONTROL
 AV0910
 AV0910  NAD 83(1993)-  29 40 48.08692(N)    093 55 04.87055(W) AD(       ) 2
 AV0910  NAD 83(1986)-  29 40 48.10969(N)    093 55 04.85675(W) AD(       ) 2
 AV0910  NAD 27      -  29 40 47.32840(N)    093 55 04.26270(W) AD(       ) 2
 AV0910  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AV0910
 AV0910.Superseded values are not recommended for survey control.
 AV0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0910.See file dsdata.txt to determine how the superseded data were derived.
 AV0910
 AV0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1117583683(NAD 83)
 AV0910_MARKER: DS = TRIANGULATION STATION DISK
 AV0910_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AV0910+WITH SETTING: INFORMATION.
 AV0910_SP_SET: PREFABRICATED CONCRETE POST
 AV0910
 AV0910  HISTORY     - Date     Condition        Report By
 AV0910  HISTORY     - 1963     MONUMENTED       CGS
 AV0910
 AV0910                          STATION DESCRIPTION
 AV0910
 AV0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0910'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHWEST
 AV0910'OF SABINE PASS, ABOUT 4 MILES SOUTHWEST OF THE SABINE PASS
 AV0910'COAST GUARD STATION, AND ABOUT 2 MILES SOUTH OF STATE HIGHWAY
 AV0910'87 AND ABOUT 100 YARDS NORTH OF THE BEACH, IN THE MARSH.
 AV0910'THIS IS ABOUT AN HOUR AND A HALF PACK FROM THE HIGHWAY.  THIS
 AV0910'STATION COULD BEST BE REACHED BY BOAT FROM THE LANDING AT
 AV0910'STATION SLICK.
 AV0910'
 AV0910'THE STATION CAN BE REACHED BY LAND FROM THE DICK DOWLING
 AV0910'MONUMENT IN SABINE PASS BY GOING WEST ON STATE HIGHWAY 87
 AV0910'FOR 3.05 MILES TO A TWO TONE GREEN HOUSE ON THE RIGHT AND
 AV0910'TELEPHONE POLE NUMBER 8360 IN FRONT OF THE HOUSE.  YOU WILL
 AV0910'NEED BOOTS IF YOU PACK.  THE 6 FOOT STAND WAS LEFT OVER THE
 AV0910'STATION.
 AV0910'
 AV0910'STATION MARK, A STANDARD DISK CRIMPED TO THE TOP OF A 5/8
 AV0910'INCH COPPER ROD WHICH PROJECTS ABOUT 10 INCHES ABOVE GROUND
 AV0910'SURFACE AND IS STAMPED POLE 1963.  THE MARK IS 3.8 FEET
 AV0910'NORTH OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST WITH
 AV0910'SIGN AND ABOUT 280 FEET NORTH OF THE SHORE LINE.  THE COPPER
 AV0910'ROD IS ALSO SET IN A 5 INCH ORANGEBURG PIPE FILLED WITH
 AV0910'CONCRETE.
 AV0910'
 AV0910'REFERENCE MARK 1, A STANDARD REFERENCE DISK CRIMPED TO THE TOP OF
 AV0910'A 5 INCH COPPER ROD WHICH PROJECTS ABOUT 7 INCHES ABOVE
 AV0910'GROUND SURFACE, WHICH IS SET IN A 5 INCH ORANGEBURG PIPE
 AV0910'FILLED WITH CONCRETE AND IS STAMPED POLE NO. 1 1963.  THE MARK
 AV0910'IS 52.2 FEET NORTHWEST OF A 3 INCH DIAMETER CREOSOTE WOOD
 AV0910'WITNESS POST WITH SIGN AND ABOUT 280 FEET NORTHWEST OF THE
 AV0910'SHORE LINE.
 AV0910'
 AV0910'REFERENCE MARK 2, A STANDARD REFERENCE DISK CRIMPED TO THE
 AV0910'TOP OF A 5/8 INCH COPPER ROD WHICH IS SET IN A 5 INCH ORANGEBURG
 AV0910'PIPE FILLED WITH CONCRETE WHICH PROJECTS ABOUT 5 INCHES ABOVE
 AV0910'GROUND SURFACE AND IS STAMPED POLE NO. 2 1963.  THE MARK
 AV0910'IS 49.8 FEET SOUTHWEST OF A STANDARD 3 INCH DIAMETER CREOSOTE
 AV0910'WOOD WITNESS POST WITH SIGN AND ABOUT 300 FEET NORTH OF THE
 AV0910'SHORE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0822 ***********************************************************************
 EN0822  DESIGNATION -  POLE
 EN0822  PID         -  EN0822
 EN0822  STATE/COUNTY-  TX/FLOYD
 EN0822  USGS QUAD   -  EDGEMON LAKE (1967)
 EN0822
 EN0822                         *CURRENT SURVEY CONTROL
 EN0822  ___________________________________________________________________
 EN0822* NAD 83(1993)-  34 16 36.56122(N)    101 10 14.48969(W)     ADJUSTED  
 EN0822* NAVD 88     -       964.     (meters)    3163.     (feet)  SCALED    
 EN0822  ___________________________________________________________________
 EN0822  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 EN0822  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EN0822
 EN0822  HORZ ORDER  -  FIRST
 EN0822
 EN0822.The horizontal coordinates were established by classical geodetic methods
 EN0822.and adjusted by the National Geodetic Survey in February 1996..
 EN0822
 EN0822.The orthometric height was scaled from a topographic map.
 EN0822
 EN0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0822
 EN0822.The geoid height was determined by GEOID03.
 EN0822
 EN0822;                    North         East     Units Scale Factor Converg.
 EN0822;SPC TXNC     - 2,292,591.272   354,073.552   MT  1.00010128   -1 27 23.7
 EN0822;SPC TXNC     - 7,521,609.86  1,161,656.31   sFT  1.00010128   -1 27 23.7
 EN0822;SPC TX N     - 1,030,761.896   230,327.245   MT  1.00010738   +0 11 27.0
 EN0822;SPC TX N     - 3,381,757.99    755,665.30   sFT  1.00010738   +0 11 27.0
 EN0822;UTM  14      - 3,794,982.627   300,176.313   MT  1.00009222   -1 13 22.5
 EN0822
 EN0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0822!SPC TXNC     -   0.99985295  x   1.00010128  =   0.99995422
 EN0822!SPC TX N     -   0.99985295  x   1.00010738  =   0.99996032
 EN0822!UTM  14      -   0.99985295  x   1.00009222  =   0.99994516
 EN0822
 EN0822|---------------------------------------------------------------------|
 EN0822| PID    Reference Object                     Distance      Geod. Az  |
 EN0822|                                                           dddmmss.s |
 EN0822| CJ7332 POLE RM 1                            19.583 METERS 04018     |
 EN0822| EN0821 QUITAQUE MUNICIPAL TANK             APPROX.15.0 KM 0460225.2 |
 EN0822| CJ7331 POLE AZ MK                                         2340314.7 |
 EN0822| EN0829 SOUTH PLAINS COOP ELEVATOR          APPROX.14.0 KM 2450052.1 |
 EN0822| EN0830 SOUTH PLAINS MUNICIPAL TANK         APPROX.14.0 KM 2462358.6 |
 EN0822| CJ7333 POLE RM 2                            21.990 METERS 28705     |
 EN0822|---------------------------------------------------------------------|
 EN0822
 EN0822                          SUPERSEDED SURVEY CONTROL
 EN0822
 EN0822  NAD 83(1993)-  34 16 36.56367(N)    101 10 14.48788(W) AD(       ) 1
 EN0822  NAD 83(1986)-  34 16 36.56717(N)    101 10 14.48458(W) AD(       ) 1
 EN0822  NAD 27      -  34 16 36.31926(N)    101 10 12.93925(W) AD(       ) 1
 EN0822
 EN0822.Superseded values are not recommended for survey control.
 EN0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0822.See file dsdata.txt to determine how the superseded data were derived.
 EN0822
 EN0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC0017694983(NAD 83)
 EN0822_MARKER: DS = TRIANGULATION STATION DISK
 EN0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0822
 EN0822  HISTORY     - Date     Condition        Report By
 EN0822  HISTORY     - 1964     MONUMENTED       CGS
 EN0822
 EN0822                          STATION DESCRIPTION
 EN0822
 EN0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0822'THE STATION IS LOCATED ABOUT 11-1/4 MILES WEST NORTHWEST OF FLOMOT,
 EN0822'9 MILES SOUTHWEST OF QUITAQUE, 8-1/2 MILES NORTHEAST OF SOUTH
 EN0822'PLAINS, ON THE EDGE OF AN ESCARPMENT OVER LOOKING QUITAQUE CREEK AND
 EN0822'ITS TRIBUTARIES.
 EN0822'
 EN0822'TO REACH THE STATION FROM THE UPTON GROCERY AND POST OFFICE IN SOUTH
 EN0822'PLAINS, GO NORTH ON STATE HIGHWAY 207 FOR 2.35 MILES TO A PAVED SIDE
 EN0822'ROAD ON THE RIGHT.  TURN RIGHT, EAST, AND GO 5.05 MILES TO THE END
 EN0822'OF THE PAVEMENT.  CONTINUE AHEAD, EAST, AND GO 1.0 MILE TO A 90
 EN0822'DEGREE TURN TO THE LEFT.  GO NORTH FOR 1.0 MILE TO A 90 DEGREE TURN
 EN0822'TO THE RIGHT, THENCE EAST FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 EN0822'RIGHT AT A TURN IN THE ROAD.  CONTINUE AHEAD, NORTHEAST, AND GO
 EN0822'0.3 MILE TO THE STATION ON THE RIGHT AT ANOTHER TURN IN THE ROAD AND
 EN0822'AT A POINT WHERE THE ROAD BEGINS TO DESCEND THE ESCARPMENT.
 EN0822'
 EN0822'THE STATION MARK IS A STANDARD DISK, STAMPED POLE 1964, CEMENTED IN
 EN0822'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 EN0822'ABOVE THE GROUND.  IT IS 47 FEET SOUTHEAST OF THE CENTER OF THE
 EN0822'ROAD, 40.5 FEET WEST OF A SOUTH GATE POST, 19.3 FEET NORTH OF AN
 EN0822'EAST-WEST FENCE LINE AND 3.2 FEET EAST OF A WITNESS POST.
 EN0822'
 EN0822'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POLE NO 1 1964, CEMENTED
 EN0822'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 EN0822'INCHES ABOVE THE GROUND.  IT IS 59 FEET EAST OF THE CENTER OF THE
 EN0822'ROAD, 42.7 FEET NORTH OF THE SOUTH GATE POST, 1.0 FEET WEST OF A
 EN0822'NORTH-SOUTH FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0822'
 EN0822'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POLE NO 2 1964, CEMENTED
 EN0822'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 EN0822'INCHES ABOVE THE GROUND.  IT IS 78 FEET NORTHWEST OF AN EAST-WEST
 EN0822'FENCE, 24 FEET NORTHWEST OF THE CENTER OF THE ROAD AND ABOUT 1
 EN0822'FOOT HIGHER THAN THE STATION.
 EN0822'
 EN0822'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED POLE 1964, CEMENTED IN
 EN0822'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 EN0822'ABOVE THE GROUND.  IT IS 67.0 FEET WEST OF A T FENCE JUNCTION, 41
 EN0822'FEET SOUTH OF THE CENTER OF THE ROAD, 2.0 FEET EAST OF A WITNESS
 EN0822'POST, AND 1.0 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0612 ***********************************************************************
 DP0612  DESIGNATION -  POLE ET
 DP0612  PID         -  DP0612
 DP0612  STATE/COUNTY-  TX/GARZA
 DP0612  USGS QUAD   -  TWOMILE CREEK (1962)
 DP0612
 DP0612                         *CURRENT SURVEY CONTROL
 DP0612  ___________________________________________________________________
 DP0612* NAD 83(1993)-  33 22 04.54614(N)    101 06 46.47496(W)     ADJUSTED  
 DP0612* NAVD 88     -       751.90   (+/-2cm)    2466.9    (feet)  VERTCON   
 DP0612  ___________________________________________________________________
 DP0612  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 DP0612  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 DP0612
 DP0612  HORZ ORDER  -  SECOND
 DP0612  VERT ORDER  -  THIRD ? (See Below)
 DP0612
 DP0612.The horizontal coordinates were established by classical geodetic methods
 DP0612.and adjusted by the National Geodetic Survey in February 1996..
 DP0612
 DP0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0612.The vertical order pertains to the NGVD 29 superseded value.
 DP0612
 DP0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0612
 DP0612.The geoid height was determined by GEOID03.
 DP0612
 DP0612;                    North         East     Units Scale Factor Converg.
 DP0612;SPC TXNC     - 2,191,677.639   356,886.072   MT  0.99988781   -1 25 30.2
 DP0612;SPC TXNC     - 7,190,529.05  1,170,883.72   sFT  0.99988781   -1 25 30.2
 DP0612;UTM  14      - 3,694,070.943   303,426.341   MT  1.00007643   -1 09 45.0
 DP0612
 DP0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0612!SPC TXNC     -   0.99988592  x   0.99988781  =   0.99977374
 DP0612!UTM  14      -   0.99988592  x   1.00007643  =   0.99996234
 DP0612
 DP0612                          SUPERSEDED SURVEY CONTROL
 DP0612
 DP0612  NAD 83(1993)-  33 22 04.54880(N)    101 06 46.47032(W) AD(       ) 2
 DP0612  NAD 83(1986)-  33 22 04.55025(N)    101 06 46.46602(W) AD(       ) 2
 DP0612  NAD 27      -  33 22 04.23350(N)    101 06 44.97260(W) AD(       ) 2
 DP0612  NGVD 29 (07/17/98)  751.63   (m)         2466.0    (f) LEVELING    3  
 DP0612
 DP0612.Superseded values are not recommended for survey control.
 DP0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0612.See file dsdata.txt to determine how the superseded data were derived.
 DP0612
 DP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0342694071(NAD 83)
 DP0612_MARKER: DS = TRIANGULATION STATION DISK
 DP0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0612+STABILITY: SURFACE MOTION
 DP0612
 DP0612  HISTORY     - Date     Condition        Report By
 DP0612  HISTORY     - 1960     MONUMENTED       USGS
 DP0612  HISTORY     - 1968     GOOD             CGS
 DP0612
 DP0612                          STATION DESCRIPTION
 DP0612
 DP0612'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DP0612'DESCRIPTION AND POSITION LISTED IN NGS SNYDER AREA G-16314.
 DP0612'STATION IS LOCATED ABOUT 3.5 MI. SE. OF KALGARY, TEXAS, AND ABOUT 17.0
 DP0612'MI. SW. OF SPUR, TEXAS, ON LONG, BROAD RIDGE.
 DP0612'STATION WAS REACHED FROM SPUR BY GOING S. AND W. ON FARM ROAD 261 FOR
 DP0612'19.6 MI. TO T-RD. S., THENCE S. ON GRAVEL RD. 2.9 MI. TO STATION SITE.
 DP0612'STATION IS ABOUT 1,000 FT. N. OF CATTLEGUARD AND 40 FT. E. OF RD.
 DP0612'RECOVERED BY USGS IN 1966.
 DP0612'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.2 FT.
 DP0612'ABOVE GROUND, STAMPED---POLE - ET 1960---.
 DP0612
 DP0612                          STATION RECOVERY (1968)
 DP0612
 DP0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 DP0612'ESTABLISHED BY USGS IN 1960.
 DP0612'RECOVERED BY USGS IN 1966.
 DP0612'RECOVERED BY NGS IN 1968.  DESCRIPTION AND POSITION LISTED IN NGS
 DP0612'UNADJUSTED HORIZONTAL CONTROL DATA G 14141, PAGES 111 AND 26.
 DP0612'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING 0.2
 DP0612'FT. ABOVE GROUND, STAMPED---POLE ET 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3222 ***********************************************************************
 BK3222  DESIGNATION -  POLK
 BK3222  PID         -  BK3222
 BK3222  STATE/COUNTY-  TX/ORANGE
 BK3222  USGS QUAD   -  TERRY (1974)
 BK3222
 BK3222                         *CURRENT SURVEY CONTROL
 BK3222  ___________________________________________________________________
 BK3222* NAD 83(1993)-  30 02 15.83819(N)    093 55 57.35815(W)     ADJUSTED  
 BK3222* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BK3222  ___________________________________________________________________
 BK3222  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK3222  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK3222
 BK3222  HORZ ORDER  -  SECOND
 BK3222
 BK3222.The horizontal coordinates were established by classical geodetic methods
 BK3222.and adjusted by the National Geodetic Survey in February 1996..
 BK3222
 BK3222.The orthometric height was scaled from a topographic map.
 BK3222
 BK3222.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3222
 BK3222.The geoid height was determined by GEOID03.
 BK3222
 BK3222;                    North         East     Units Scale Factor Converg.
 BK3222;SPC TX C     - 3,058,892.464 1,317,022.214   MT  1.00002201   +3 17 48.3
 BK3222;SPC TX C     -10,035,716.36  4,320,930.38   sFT  1.00002201   +3 17 48.3
 BK3222;SPC TXSC     - 4,254,897.805 1,088,566.479   MT  0.99993828   +2 28 57.3
 BK3222;SPC TXSC     -13,959,610.55  3,571,405.19   sFT  0.99993828   +2 28 57.3
 BK3222;SPC LA S     -   173,291.913   749,341.470   MT  0.99992595   -1 17 58.8
 BK3222;SPC LA S     -   568,541.88  2,458,464.47   sFT  0.99992595   -1 17 58.8
 BK3222;UTM  15      - 3,323,332.791   410,084.990   MT  0.99969974   -0 28 00.7
 BK3222
 BK3222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3222!SPC TX C     -   1.00000415  x   1.00002201  =   1.00002616
 BK3222!SPC TXSC     -   1.00000415  x   0.99993828  =   0.99994243
 BK3222!SPC LA S     -   1.00000415  x   0.99992595  =   0.99993010
 BK3222!UTM  15      -   1.00000415  x   0.99969974  =   0.99970388
 BK3222
 BK3222|---------------------------------------------------------------------|
 BK3222| PID    Reference Object                     Distance      Geod. Az  |
 BK3222|                                                           dddmmss.s |
 BK3222| CV9058 POLK RM 1                            27.690 METERS 13848     |
 BK3222| CV9059 POLK RM 2                            28.946 METERS 22815     |
 BK3222| BK3227 PURE OIL COMPANY TALLEST STACK      APPROX. 5.7 KM 2300633.9 |
 BK3222| BK3226 SUN OIL COMPANY STEEL STACK         APPROX. 5.7 KM 2333230.8 |
 BK3222|---------------------------------------------------------------------|
 BK3222
 BK3222                          SUPERSEDED SURVEY CONTROL
 BK3222
 BK3222  NAD 83(1993)-  30 02 15.83773(N)    093 55 57.35811(W) AD(       ) 2
 BK3222  NAD 83(1986)-  30 02 15.85581(N)    093 55 57.34133(W) AD(       ) 2
 BK3222  NAD 27      -  30 02 15.09200(N)    093 55 56.72100(W) AD(       ) 2
 BK3222
 BK3222.Superseded values are not recommended for survey control.
 BK3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3222.See file dsdata.txt to determine how the superseded data were derived.
 BK3222
 BK3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1008523333(NAD 83)
 BK3222_MARKER: DS = TRIANGULATION STATION DISK
 BK3222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BK3222_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BK3222
 BK3222  HISTORY     - Date     Condition        Report By
 BK3222  HISTORY     - 1933     MONUMENTED       CGS
 BK3222  HISTORY     - 20011109 MARK NOT FOUND   USPSQD
 BK3222
 BK3222                          STATION DESCRIPTION
 BK3222
 BK3222'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BK3222'STATION IS LOCATED ON THE NW BANK OF THE CANAL WHICH BEGINS
 BK3222'AT THE NECHES RIVER ABOUT ONE MILE E OF SMITHS BLUFF AND RUNS
 BK3222'IN A NE DIRECTION INTO THE OIL FIELD IN THE MARSH LEASED BY
 BK3222'THE TEXAS COMPANY.  IT IS 2.2 MILES UP THE CANAL, ON THE SPOIL
 BK3222'BANK, 10 METERS FROM THE CANAL, AND DUE W FROM POLK WELL 3.
 BK3222'
 BK3222'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER
 BK3222'OF THE TOP OF A TILE.
 BK3222'
 BK3222'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.  BOTH REFERENCE
 BK3222'MARKS ARE CAST AROUND STAKES DRIVEN INTO THE GROUND.
 BK3222'
 BK3222'REFERENCE MARK 1 IS TO THE E ACROSS THE CANAL UNDER THE
 BK3222'BOARDWALK BETWEEN NO. 3 WELL AND THE WELL TO THE SW.  REFERENCE
 BK3222'MARK 2 IS ON THE SAME SIDE (NW) OF THE CANAL TOWARD THE SW.
 BK3222'
 BK3222'A DRAFT OF 2 TO 3 FEET MAY BE CARRIED IN THE CANAL.
 BK3222'
 BK3222'STATION MAY BE REACHED VIA ROAD FROM ORANGEFIELD TO END OF
 BK3222'CANAL, ABOUT 1/2 MILE TO NE, AND FROM THE DOCK THERE BY BOAT.
 BK3222'
 BK3222'A 50-FOOT SIGNAL WAS BUILT OVER THE STATION.  30 FEET IS
 BK3222'SUFFICIENT FOR ALL STATIONS EXCEPT DUNN.
 BK3222
 BK3222                          STATION RECOVERY (2001)
 BK3222
 BK3222'RECOVERY NOTE BY US POWER SQUADRON 2001 (WAF)
 BK3222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0849 ***********************************************************************
 DO0849  DESIGNATION -  POLK
 DO0849  PID         -  DO0849
 DO0849  STATE/COUNTY-  TX/THROCKMORTON
 DO0849  USGS QUAD   -  WESTOVER (1981)
 DO0849
 DO0849                         *CURRENT SURVEY CONTROL
 DO0849  ___________________________________________________________________
 DO0849* NAD 83(1993)-  33 23 05.39895(N)    099 05 47.54991(W)     ADJUSTED  
 DO0849* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 DO0849  ___________________________________________________________________
 DO0849  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DO0849  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DO0849
 DO0849  HORZ ORDER  -  FIRST
 DO0849
 DO0849.The horizontal coordinates were established by classical geodetic methods
 DO0849.and adjusted by the National Geodetic Survey in February 1996..
 DO0849
 DO0849.The orthometric height was scaled from a topographic map.
 DO0849
 DO0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0849
 DO0849.The geoid height was determined by GEOID03.
 DO0849
 DO0849;                    North         East     Units Scale Factor Converg.
 DO0849;SPC TXNC     - 2,190,686.265   544,500.975   MT  0.99988947   -0 19 31.3
 DO0849;SPC TXNC     - 7,187,276.52  1,786,416.95   sFT  0.99988947   -0 19 31.3
 DO0849;UTM  14      - 3,693,955.054   491,020.835   MT  0.99960099   -0 03 11.2
 DO0849
 DO0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0849!SPC TXNC     -   0.99994059  x   0.99988947  =   0.99983007
 DO0849!UTM  14      -   0.99994059  x   0.99960099  =   0.99954161
 DO0849
 DO0849|---------------------------------------------------------------------|
 DO0849| PID    Reference Object                     Distance      Geod. Az  |
 DO0849|                                                           dddmmss.s |
 DO0849| CX7960 POLK RM 1                            34.340 METERS 06237     |
 DO0849| CX7959 POLK AZ MK                                         1451153.1 |
 DO0849| CX7961 POLK RM 2                            26.237 METERS 31700     |
 DO0849|---------------------------------------------------------------------|
 DO0849
 DO0849                          SUPERSEDED SURVEY CONTROL
 DO0849
 DO0849  NAD 83(1993)-  33 23 05.40227(N)    099 05 47.55011(W) AD(       ) 1
 DO0849  NAD 83(1986)-  33 23 05.40610(N)    099 05 47.54141(W) AD(       ) 1
 DO0849  NAD 27      -  33 23 05.04900(N)    099 05 46.28100(W) AD(       ) 1
 DO0849
 DO0849.Superseded values are not recommended for survey control.
 DO0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0849.See file dsdata.txt to determine how the superseded data were derived.
 DO0849
 DO0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB9102193955(NAD 83)
 DO0849_MARKER: DS = TRIANGULATION STATION DISK
 DO0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0849+STABILITY: SURFACE MOTION
 DO0849
 DO0849  HISTORY     - Date     Condition        Report By
 DO0849  HISTORY     - 1935     MONUMENTED       CGS
 DO0849  HISTORY     - 1937     GOOD             TXHD
 DO0849  HISTORY     - 1940     GOOD             TXGS
 DO0849  HISTORY     - 1957     GOOD             CGS
 DO0849  HISTORY     - 1959     GOOD             AMS
 DO0849  HISTORY     - 1963     GOOD             CGS
 DO0849  HISTORY     - 1963     GOOD             USGS
 DO0849
 DO0849                          STATION DESCRIPTION
 DO0849
 DO0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0849'STATION IS ON POLK COUNTY SCHOOL LAND, JOHN T. DAVIS, LESSEE,
 DO0849'13-1/4 MILES NNE OF THROCKMORTON, 16-3/4 MILES SE OF SEYMOUR
 DO0849'AND 1 MILE S OF BAYLOR-THROCKMORTON COUNTY LINE.  MARK IS
 DO0849'SET 24 FEET N OF DIM PASTURE ROAD.
 DO0849'
 DO0849'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 DO0849'TOPS OF CONCRETE CYLINDERS.
 DO0849'
 DO0849'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 DO0849'BLOCKS OF CONCRETE.
 DO0849'
 DO0849'REFERENCE MARK NO. 1 IS E OF STATION, SET 85 FEET N OF DIM
 DO0849'PASTURE ROAD.
 DO0849'
 DO0849'REFERENCE MARK NO. 2 IS W OF STATION, SET 65 FEET N OF DIM
 DO0849'PASTURE ROAD.
 DO0849'
 DO0849'LA PLACE AZIMUTH MARK IS SE OF STATION.  REACHED FROM STATION
 DO0849'BY GOING E ALONG PASTURE ROAD 1.35 MILES TO MAIN ROAD E
 DO0849'OF MR. ODELLS HOME, TURN RIGHT S AND GO 2.1 MILES TO SCHOOLHOUSE,
 DO0849'ON W SIDE OF ROAD.  MARK IS SET IN S BOUNDARY FENCE OF SCHOOLYARD,
 DO0849'80 FEET W OF CENTER LINE OF ROAD, 60 FEET W OF A NE FENCE
 DO0849'CORNER.
 DO0849'
 DO0849'REACHED FROM JUNCTION OF U.S. HIGHWAY 283, AND STATE HIGHWAY
 DO0849'79, AT N END OF THROCKMORTON GO NE ON STATE HIGHWAY 79,
 DO0849'FOR 8.7 MILES, THEN TURN N OFF OF STATE HIGHWAY 79, AT END
 DO0849'OF CURVE AND GO 4.5 MILES, TURN LEFT AT ROAD END AND GO 0.1
 DO0849'MILE, THEN TAKE MAIN ROAD RIGHT FOR 0.55 MILE THENCE ROAD
 DO0849'TO LEFT FOR 1.95 MILES THEN TAKE T-ROAD LEFT, W AND N FOR
 DO0849'3.05 MILES OR 0.9 MILE PAST TRUSS BRIDGE TO A T-ROAD RIGHT,
 DO0849'TURN LEFT THRU WIRE GATE AND GO W PASSING HOME OF M.O. ODELL,
 DO0849'ON RIGHT FOR 0.6 MILE THEN PASS THROUGH GATE FOR 0.65 MILE,
 DO0849'THEN KEEP LEFT FORK OF PASTURE ROAD FOR 0.1 MILE TO TOP OF
 DO0849'GRADE AND STATION.
 DO0849'
 DO0849'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DO0849
 DO0849                          STATION RECOVERY (1937)
 DO0849
 DO0849'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0849'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN
 DO0849'GOOD CONDITION.  NO ATTEMPT MADE TO LOCATE LA PLACE AZIMUTH
 DO0849'MARK.
 DO0849
 DO0849                          STATION RECOVERY (1940)
 DO0849
 DO0849'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0849'STATION RECOVERED AS DESCRIBED.
 DO0849
 DO0849                          STATION RECOVERY (1957)
 DO0849
 DO0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 DO0849'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DO0849'THE ROAD FROM THE ODELL PLACE TO THE STATION HAS GROWN UP
 DO0849'IN MESQUITE TREES SO A NEW DESCRIPTION TO REACH FOLLOWS--
 DO0849'
 DO0849'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND 283 AND
 DO0849'STATE HIGHWAY 79, AT THE NORTH EDGE OF THROCKMORTON, GO
 DO0849'EAST ON STATE HIGHWAY 79 FOR 8.8 MILES TO A SIDE ROAD LEFT
 DO0849'AT END OF CURVE, TURN LEFT AND GO NORTH FOR 4.55 MILES TO
 DO0849'A T-INTERSECTION, TURN LEFT AND GO WEST FOR 0.1 MILE, TURN
 DO0849'RIGHT AND GO NORTH FOR 0.65 MILE, TURN LEFT AND GO WEST AND
 DO0849'NORTH FOR 2.0 MILES TO A T-ROAD LEFT, TURN LEFT AND GO WEST
 DO0849'AND NORTH FOR 2.5 MILES TO CROSSROADS, TURN LEFT AND GO WEST
 DO0849'ON FARM ROAD FOR 0.75 MILE TO A FARMHOUSE, TURN RIGHT AND
 DO0849'GO THROUGH WIRE GATE AT NORTHWEST CORNER OF SMALL BARN AND
 DO0849'FOLLOW PASTURE ROAD NORTHERLY FOR 0.65 MILE TO FENCE
 DO0849'CORNER, TURN LEFT AND GO WEST ALONG SOUTH SIDE OF FENCE FOR
 DO0849'0.5 MILE TO WIRE GATE, PASS THROUGH GATE THEN BEAR
 DO0849'RIGHT AROUND STOCK PENS AND FOLLOW DIM ROAD NORTH AND
 DO0849'NORTHWEST FOR 0.55 MILE TO TOP OF RIDGE AND STATION TO
 DO0849'RIGHT OF DIM ROAD.
 DO0849'
 DO0849'TO REACH THE LA PLACE AZIMUTH, FROM THE CROSSROADS WHERE
 DO0849'DESCRIPTION LEFT MAIN ROAD, GO SOUTH FOR 0.7 MILE OR 0.4
 DO0849'MILE SOUTH OF TRUSS BRIDGE TO MARK ON THE RIGHT.  THE SCHOOL
 DO0849'HOUSE, MENTIONED IN ORIGINAL DESCRIPTION, IS GONE.  THE
 DO0849'MARK IS 17 PACES WEST OF WEST RIGHT-OF-WAY FENCE AND 19
 DO0849'PACES WEST-NORTHWEST OF A POWER LINE POLE.
 DO0849
 DO0849                          STATION RECOVERY (1959)
 DO0849
 DO0849'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 DO0849'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION
 DO0849'FOLLOWS--
 DO0849'
 DO0849'TO REACH THE STATION FROM BAYLOR COUNTY COURTHOUSE
 DO0849'IN SEYMOUR, GO S ON U.S. ROUTE 183 FOR 14.4 MILES TO INTERSECTION
 DO0849'WITH ROAD FROM THE E AT THE BAYLOR-THROCKMORTON COUNTY LINE,
 DO0849'TURN LEFT AND GO E VIA A MEANDERING ROAD FOR 1.9 MILES TO
 DO0849'ROAD FORK.  TAKE LEFT FORK AND CONTINUE E FOR 0.1 MILE TO
 DO0849'CATTLE GUARD., CROSS OVER CATTLE GUARD AND CONTINUE E FOR
 DO0849'1.5 MILES TO CATTLE GUARD.  CROSS CATTLE GURARD AND CONTINUE
 DO0849'0.7 MILE TO ROAD FORK AND OIL TANKS ON THE RIGHT.  TAKE LEFT
 DO0849'FORK AND GO IN AN EASTERLY DIRECTION FOR 1.6 MILES TO TRAIL
 DO0849'LEFT, CONTINUE E AND S ON MAIN TRAVELED ROAD FOR 1.0 MILE
 DO0849'TO INTERSECTION WITH ROAD FROM THE LEFT.  TURN LEFT AND GO
 DO0849'E AND S FOR 0.9 MILE TO CATTLE GUARD.  CROSS OVER CATTLE
 DO0849'GUARD AND CONTINUE FOR 1.3 MILES TO CATTLE GUARD.  CROSS
 DO0849'OVER CATTLE GUARD AND CONTINUE E AND S FOR 1.4 MILES TO
 DO0849'CATTLE GUARD.  CROSS OVER CATTLE GUARD AND GO S FOR 1.0 MILES
 DO0849'TO RIGHT ANGLE TURN IN ROAD TO E AND TRAIL TO WEST.
 DO0849'TURN LEFT AND GO E FOR 0.2 MILE TO RIGHT ANGLE TURN IN
 DO0849'ROAD TO SOUTH.  TURN RIGHT AND GO S FOR 1.6 MILES TO
 DO0849'AZIMUTH MARK ON RIGHT, W SIDE OF N-S ROAD, ABOUT 200 FEET
 DO0849'SE OF A WELL.  FROM AZIMUTH MARK CONTINUE SOUTH FOR 0.3 MILE
 DO0849'TO INTERSECTION WITH ROAD FROM W.  TURN RIGHT AND GO W
 DO0849'FOR 1.5 MILES TO JUNCTION WITH TRAIL TO SW AND N AT RANCH
 DO0849'BUILDINGS.  TAKE TRAIL ROAD TO N AND PASSING E OF RANCH
 DO0849'BUILDINGS FOR 0.5 MILE TO FORK IN TRAIL AT OIL TANKS
 DO0849'ON LEFT AND E-W FENCE.  TURN LEFT AND GO W FOR 0.2 MILE TO
 DO0849'GATE AT GAP IN N-S FENCE.  PASS THRU GAP AND CONTINUE W
 DO0849'FOR 0.05 MILE AND THEN NW FOR 0.7 MILE TO TRAIL FORKS.
 DO0849'TAKE RIGHT FORK AND GO E PASSING STACK POND ON RIGHT FOR
 DO0849'0.3 MILE TO WIRE GATE AT GAP IN N-S FENCE.  PASS THRU
 DO0849'GAP AND TURN IMMEDIATELY LEFT AND CONTINUE IN A
 DO0849'N-NORTHEASTERLY DIRECTION AND THEN BACK TO THE N AGAIN FOR
 DO0849'1.2 MILES TO HIGHEST POINT OF RIDGE AND SITE OF STATION.
 DO0849
 DO0849                          STATION RECOVERY (1963)
 DO0849
 DO0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 DO0849'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 DO0849'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DO0849'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DO0849
 DO0849                          STATION RECOVERY (1963)
 DO0849
 DO0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DO0849'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33099-2, STATION 1005.
 DO0849'
 DO0849'RECOVERED BY USGS IN 1963 AND REDESCRIBED AS FOLLOWS
 DO0849'
 DO0849'TO REACH FROM ELBERT, TEXAS, GO W. ON STATE HIGHWAY 79 3.6 MI. AND
 DO0849'THEN N. ON FARM TO MARKET ROAD 2459 4.9 MI. TO END OF PAVEMENT,
 DO0849'CONTINUE ON MAIN RD. 6.4 MI., JOGGING W. AND N. TO A FARM HOUSE, 0.1
 DO0849'MI. W. OF HOUSE, TURN N. ON MAIN TRAVELED RD., CROSS CATTLEGUARD AND
 DO0849'BEAR LEFT AT FORK TO Y-RD. AT DAVIS LEASE SIGN, TURN LEFT AND FOLLOW
 DO0849'MAIN TRAVELED RD. 1.2 MI. TO OIL WELL AND TANKS, CIRCLE WELL TO S. AND
 DO0849'TAKE TRACK RD. W. 0.5 MI. TO FORK, KEEP LEFT 0.3 MI., THEN TURN S.
 DO0849'ACROSS PIPE 0.3 MI. TO GATE, 100 FT. S. OF GATE, TAKE TRACK RD. LEFT
 DO0849'CROSSING TANK 0.7 MI. TO HIGH POINT AND STATION.
 DO0849'
 DO0849'STATION MARK--STANDARD USC AND GS DISK STAMPED---POLK 1935---, SET
 DO0849'IN CONCRETE POST, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0316 ***********************************************************************
 GK0316  DESIGNATION -  POLO
 GK0316  PID         -  GK0316
 GK0316  STATE/COUNTY-  TX/HANSFORD
 GK0316  USGS QUAD   -  HANSFORD (1962)
 GK0316
 GK0316                         *CURRENT SURVEY CONTROL
 GK0316  ___________________________________________________________________
 GK0316* NAD 83(1993)-  36 13 39.72167(N)    101 20 38.28025(W)     ADJUSTED  
 GK0316* NAVD 88     -       963.00   (+/-2cm)    3159.4    (feet)  VERTCON   
 GK0316  ___________________________________________________________________
 GK0316  X           -  -1,013,363.977 (meters)                     COMP
 GK0316  Y           -  -5,051,215.575 (meters)                     COMP
 GK0316  Z           -   3,749,155.818 (meters)                     COMP
 GK0316  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 GK0316  ELLIP HEIGHT-         935.99  (meters)          (02/16/96) GPS OBS
 GK0316  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GK0316
 GK0316  HORZ ORDER  -  SECOND
 GK0316  VERT ORDER  -  THIRD (See Below)
 GK0316  ELLP ORDER  -  FIFTH     CLASS I
 GK0316
 GK0316.The horizontal coordinates were established by classical geodetic methods
 GK0316.and adjusted by the National Geodetic Survey in February 1996..
 GK0316
 GK0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0316.The vertical order pertains to the NGVD 29 superseded value.
 GK0316
 GK0316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK0316
 GK0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0316
 GK0316.The ellipsoidal height was determined by GPS observations
 GK0316.and is referenced to NAD 83.
 GK0316
 GK0316.The geoid height was determined by GEOID03.
 GK0316
 GK0316;                    North         East     Units Scale Factor Converg.
 GK0316;SPC TX N     - 1,247,155.067   214,028.124   MT  1.00001065   +0 05 25.5
 GK0316;SPC TX N     - 4,091,707.92    702,190.60   sFT  1.00001065   +0 05 25.5
 GK0316;UTM  14      - 4,011,751.756   289,334.947   MT  1.00014684   -1 23 08.8
 GK0316
 GK0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0316!SPC TX N     -   0.99985312  x   1.00001065  =   0.99986377
 GK0316!UTM  14      -   0.99985312  x   1.00014684  =   0.99999994
 GK0316
 GK0316:                Primary Azimuth Mark                     Grid Az
 GK0316:SPC TX N     -  POLO AZ MK                               128 53 39.4
 GK0316:UTM  14      -  POLO AZ MK                               130 22 13.7
 GK0316
 GK0316|---------------------------------------------------------------------|
 GK0316| PID    Reference Object                     Distance      Geod. Az  |
 GK0316|                                                           dddmmss.s |
 GK0316| CM9765 POLO AZ MK                                         1285904.9 |
 GK0316| GK0317 POLO RM 1                            17.384 METERS 22010     |
 GK0316| GK0318 POLO RM 2                            13.763 METERS 30448     |
 GK0316| GK0882 GRUVER MUNICIPAL TANK               APPROX. 7.0 KM 3060518.8 |
 GK0316| GK0881 GRUVER METHODIST CHURCH SPIRE       APPROX. 6.5 KM 3072609.4 |
 GK0316| GK0883 GRUVER ELEV INC GRAIN ELEV          APPROX. 7.5 KM 3111224.2 |
 GK0316|---------------------------------------------------------------------|
 GK0316
 GK0316                          SUPERSEDED SURVEY CONTROL
 GK0316
 GK0316  NAD 83(1993)-  36 13 39.72222(N)    101 20 38.28866(W) AD(       ) 2
 GK0316  ELLIP H (12/21/93)  932.70   (m)                       GP(       ) 4 1
 GK0316  ELLIP H (01/07/93)  932.48   (m)                       GP(       ) 4 2
 GK0316  NAD 83(1986)-  36 13 39.73251(N)    101 20 38.26839(W) AD(       ) 2
 GK0316  NAD 27      -  36 13 39.61900(N)    101 20 36.69700(W) AD(       ) 2
 GK0316  NGVD 29 (01/29/03)  962.55   (m)         3158.0    (f) RESET       3  
 GK0316
 GK0316.Superseded values are not recommended for survey control.
 GK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0316.See file dsdata.txt to determine how the superseded data were derived.
 GK0316
 GK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8933511752(NAD 83)
 GK0316_MARKER: DS = TRIANGULATION STATION DISK
 GK0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0316_STAMPING: POLO 1952
 GK0316_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0316+STABILITY: SURFACE MOTION
 GK0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0316+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GK0316
 GK0316  HISTORY     - Date     Condition        Report By
 GK0316  HISTORY     - 1952     MONUMENTED       CGS
 GK0316  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GK0316  HISTORY     - 1968     GOOD             NGS
 GK0316  HISTORY     - 1988     GOOD             NGS
 GK0316
 GK0316                          STATION DESCRIPTION
 GK0316
 GK0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0316'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 289
 GK0316'AND STATE HIGHWAY 282.  IT IS LOCATED AIRLINE ABOUT 7-1/2 MILES
 GK0316'WEST-NORTHWEST OF SPEARMAN AND ABOUT 4 MILES SOUTHEAST OF
 GK0316'GRUVER.
 GK0316'
 GK0316'THE STATION IS A STANDARD DISK STAMPED POLO 1952 SET IN TOP
 GK0316'OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN
 GK0316'DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT
 GK0316'IS 137 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES
 GK0316'OF STATE HIGHWAYS 282 AND 289, 4.2 FEET NORTH OF AN EAST-WEST
 GK0316'FENCE LINE, 78 FEET EAST OF THE CENTER LINE OF A DIRT ROAD,
 GK0316'45.5 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 282,
 GK0316'AND 7.2 FEET EAST OF A WHITE WITNESS POST.
 GK0316'
 GK0316'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POLO
 GK0316'NO 1 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK0316'ABOUT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE
 GK0316'THE GROUND.  IT IS 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE,
 GK0316'25.5 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, AND IS
 GK0316'ABOUT THE SAME ELEVATION AS THE STATION.
 GK0316'
 GK0316'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POLO
 GK0316'NO 2 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT
 GK0316'12 INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE
 GK0316'THE GROUND.  IT IS 1 FOOT NORTHEAST OF A FENCE CORNER, 49.5
 GK0316'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 282, 2.5 FEET
 GK0316'NORTH-NORTHEAST OF A TELEPHONE POLE, AND IS ABOUT THE SAME
 GK0316'ELEVATION AS THE STATION.
 GK0316'
 GK0316'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POLO 1952 SET
 GK0316'IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 GK0316'IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 GK0316'IT IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE, 50.4 FEET
 GK0316'NORTH OF THE CENTER LINE OF STATE HIGHWAY 282, AND 51 FEET
 GK0316'SOUTH OF DOUBLE POWER LINE POLES.
 GK0316'
 GK0316'TO REACH THE STATION FROM THE POST OFFICE IN GRUVER, GO
 GK0316'EAST FOR 0.3 MILE.  TURN LEFT AND GO NORTH FOR ONE BLOCK.
 GK0316'TURN RIGHT AND GO EAST AND SOUTHEAST ON STATE HIGHWAY 289
 GK0316'TOWARD SPEARMAN FOR 3.8 MILES TO THE JUNCTION WITH STATE
 GK0316'HIGHWAY 282 AND THE STATION.
 GK0316'
 GK0316'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 GK0316'ON STATE HIGHWAY 282 FOR 1.0 MILE TO A DOUBLE POWER LINE POLES
 GK0316'AND THE AZIMUTH MARK.
 GK0316
 GK0316                          STATION RECOVERY (1968)
 GK0316
 GK0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GK0316'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 GK0316'MARK WERE RECOVERED IN GOOD CONDITION.  IT WAS FOUND AT TIME OF
 GK0316'RECOVERY ROAD CONSTRUCTION WAS IN PROGRESS NEAR STATION SITE.  NO
 GK0316'MARKS WERE FOUND TO BE IN CONSTRUCTION LIMITS BUT PRECAUTION
 GK0316'OF MARKS BEING DISTRUBED WITNESS POSTS WERE SET.  DUE TO CHANGES
 GK0316'IN ROUTE NUMBERS AND CENTER LINES ON BOTH ROADS BEING CHANGED,
 GK0316'MEASUREMENTS FOR FUTURE RECOVERY WERE MADE AS FOLLOWS--STATION
 GK0316'IS ABOUT 7-1/2 MILES WEST OF SPEARMAN, 4 MILES EAST OF GRUVER,
 GK0316'AT THE JUNCTION OF STATE HIGHWAYS 15 AND 207, AND IN THE
 GK0316'SOUTHEAST ANGLE OF A CROSSROAD.
 GK0316'
 GK0316'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE 15
 GK0316'AND STATE HIGHWAY 136 IN GRUVER, GO EAST ON BUSINESS ROUTE
 GK0316'15 FOR 0.6 MILE TO STATE HIGHWAY 15.  CONTINUE EASTERLY ON
 GK0316'STATE HIGHWAY 15 FOR 3.75 MILES TO JUNCTION OF STATE HIGHWAY
 GK0316'207 AND STATION.  CONTINUE ON HIGHWAY 15 FOR 1.0 MILE TO AZIMUTH
 GK0316'MARK ON THE LEFT.
 GK0316'
 GK0316'STATION MARK, A STANDARD DISK, STAMPED POLO 1952, IS SET IN
 GK0316'A CONCRETE POST 10 INCHES IN DIAMETER AND IS FLUSH WITH
 GK0316'SURFACE OF GROUND.  IT IS 139 FEET SOUTHEAST OF THE INTERSECTION
 GK0316'OF HIGHWAYS, 64 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 GK0316'SOUTH, 46 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 GK0316'15, 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 1 FOOT SOUTH
 GK0316'OF A METAL WITNESS POST.
 GK0316'
 GK0316'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED POLO NO 1
 GK0316'1952, IS SET IN A CONCRETE POST 10 INCHES IN DIAMETER AND
 GK0316'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 103 FEET SOUTHWEST
 GK0316'OF THE CENTER LINE OF STATE HIGHWAY 15, 26 FEET EAST OF THE
 GK0316'CENTER LINE OF ROAD LEADING SOUTH, 166 FEET SOUTH OF THE
 GK0316'INTERSECTION OF STATE HIGHWAYS 15 AND 207, AND 1 FOOT EAST
 GK0316'OF A FENCE LINE.
 GK0316'
 GK0316'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED POLO NO 2 1952,
 GK0316'IS SET IN A CONCRETE POST 10 INCHES IN DIAMETER AND FLUSH WITH
 GK0316'THE SURFACE OF GROUND.  IT IS 50 FEET SOUTHWEST OF THE CENTER
 GK0316'LINE OF STATE HIGHWAY 15, 99.5 FEET SOUTH-SOUTHEAST OF THE
 GK0316'INTERSECTION OF HIGHWAYS, 27 FEET EAST OF THE CENTER LINE
 GK0316'OF ROAD LEADING SOUTH, AND 2 FEET NORTHEAST OF A CORNER FENCE
 GK0316'POST.
 GK0316'
 GK0316'AZIMUTH MARK, A STANDARD DISK, STAMPED POLO 1952, IS SET
 GK0316'IN A CONCRETE POST 10 INCHES IN DIAMETER AND PROJECTS 6
 GK0316'INCHES.  IT IS 50.4 FEET NORTH OF THE CENTER LINE OF STATE
 GK0316'HIGHWAY 15, 51 FEET SOUTH OF THE SOUTH POLE OF DOUBLE POWER
 GK0316'LINE POLES, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 GK0316'6 INCHES EAST OF A METAL WITNESS POST.
 GK0316'
 GK0316'NOTE--ELEVATIONS WERE DETERMINED ON ALL MARKS AT TIME OF
 GK0316'RECOVERY.
 GK0316'
 GK0316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 GK0316'EAST OF GRUVER.
 GK0316
 GK0316                          STATION RECOVERY (1968)
 GK0316
 GK0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GK0316'4.35 MI E FROM GRUVER.
 GK0316'ABOUT 0.6 MILE EAST ALONG BUSINESS ROUTE 15 FROM THE JUNCTION OF STATE
 GK0316'HIGHWAY 136 IN GRUVER, THENCE 3.75 MILES EASTERLY ALONG STATE HIGHWAY
 GK0316'15 TO THE JUNCTION OF STATE HIGHWAY 207 AND SITE OF BENCH MARK, 139
 GK0316'FEET SOUTHEAST OF THE JUNCTION OF HIGHWAYS, 64 FEET EAST OF THE CENTER
 GK0316'LINE OF A ROAD LEADING SOUTH. 46 FEET SOUTHWEST OF THE CENTER LINE OF
 GK0316'STATE HIGHWAY 15,5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 GK0316'SOUTH OF METAL WITNESS POST. A STANDARD C AND GS TRIANGULATION STATION
 GK0316'DISK SET IN A CONCRETE POST 10 INCHES IN DIAMETER AND IS FLUSH WITH
 GK0316'SURFACE OF GROUND.
 GK0316
 GK0316                          STATION RECOVERY (1988)
 GK0316
 GK0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK0316'THE STATION WAS RECOVERED AT THIS DATE.
 GK0316'OTHER MARKS NOT SEARCHED FOR.
 GK0316'
 GK0316'THE STATION IS LOCATED ABOUT 8.3 KM (5.15 MI)
 GK0316'SOUTHEAST OF GRUVER ON HIGHWAY RIGHT-OF-WAY IN FLAT GRASSY AREA.
 GK0316'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, PO BOX 2708, AMARILLO TX
 GK0316'79105, PHONE 806-355-5671.
 GK0316'
 GK0316'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 136
 GK0316'SOUTH AT THE NORTH EDGE OF GRUVER, GO SOUTHEAST ON STATE HIGHWAY 15
 GK0316'FOR 3.8 KM (2.35 MI) TO THE BRIDGE OVER FARWELL CREEK.  CONTINUE
 GK0316'AHEAD FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF STATE HIGHWAY 207 ON
 GK0316'THE LEFT AND THE STATION ON THE RIGHT.
 GK0316'
 GK0316'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---POLO
 GK0316'1952---, SET IN THE TOP OF A 30 CM ROUND CONCRETE POST 10 CM BELOW
 GK0316'GROUND.  LOCATED 24.3 METERS (79.7 FT) SOUTHEAST FROM CENTER OF
 GK0316'DIRT ROAD, 14.2 METERS (46.6 FT) SOUTH FROM HIGHWAY CENTER, 13.0
 GK0316'METERS (42.7 FT) SOUTHEAST OF UTILITY POLE IN FENCE CORNER, 1.2
 GK0316'METERS (3.9 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST AND 0.3
 GK0316'METER (1.0 FT) SOUTHWEST FROM A METAL WITNESS POST.
 GK0316'
 GK0316'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK0316'
 GK0316'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK0316'
 GK0316'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0317 ***********************************************************************
 GK0317  DESIGNATION -  POLO RM 1
 GK0317  PID         -  GK0317
 GK0317  STATE/COUNTY-  TX/HANSFORD
 GK0317  USGS QUAD   -  HANSFORD (1962)
 GK0317
 GK0317                         *CURRENT SURVEY CONTROL
 GK0317  ___________________________________________________________________
 GK0317* NAD 83(1986)-  36 13 39.     (N)    101 20 38.     (W)     SCALED    
 GK0317* NAVD 88     -       963.05   (+/-2cm)    3159.6    (feet)  VERTCON   
 GK0317  ___________________________________________________________________
 GK0317  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GK0317
 GK0317  VERT ORDER  -  THIRD (See Below)
 GK0317
 GK0317.The horizontal coordinates were scaled from a topographic map and have
 GK0317.an estimated accuracy of +/- 6 seconds.
 GK0317
 GK0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0317.The vertical order pertains to the NGVD 29 superseded value.
 GK0317
 GK0317.The geoid height was determined by GEOID03.
 GK0317
 GK0317;                    North         East    Units  Estimated Accuracy
 GK0317;SPC TX N     - 1,247,130.      214,040.      MT  (+/- 180 meters Scaled)
 GK0317
 GK0317                          SUPERSEDED SURVEY CONTROL
 GK0317
 GK0317  NGVD 29 (01/29/03)  962.60   (m)         3158.1    (f) RESET       3  
 GK0317
 GK0317.Superseded values are not recommended for survey control.
 GK0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0317.See file dsdata.txt to determine how the superseded data were derived.
 GK0317
 GK0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF893117(NAD 83)
 GK0317_MARKER: DR = REFERENCE MARK DISK
 GK0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0317_STAMPING: POLO NO 1 1952
 GK0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0317+STABILITY: SURFACE MOTION
 GK0317
 GK0317  HISTORY     - Date     Condition        Report By
 GK0317  HISTORY     - 1952     MONUMENTED       CGS
 GK0317  HISTORY     - 1968     GOOD             NGS
 GK0317
 GK0317                          STATION DESCRIPTION
 GK0317
 GK0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GK0317'4.35 MI E FROM GRUVER.
 GK0317'ABOUT 0.6 MILE EAST ALONG BUSINESS ROUTE 15 FROM THE JUNCTION OF STATE
 GK0317'HIGHWAY 136 IN GRUVER, THENCE 3.75 MILES EASTERLY ALONG STATE HIGHWAY
 GK0317'15 TO THE JUNCTION OF STATE HIGHWAY 207 AND SITE OF BENCH MARK, 103
 GK0317'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 15, 166 FEET SOUTH
 GK0317'OF THE INTERSECTION OF STATE HIGHWAY 15 AND 207, 26 FEET EAST OF THE
 GK0317'CENTER LINE OF A ROAD LEADING SOUTH, AND 1 FOOT EAST OF A FENCE LINE.
 GK0317'IT IS 57.04 FEET SOUTHWEST OF TRIANGULATION STATION POLO. A STANDARD C
 GK0317'AND GS REFERENCE MARK DISK SET IN A ROUND CONCRETE POST 10 INCHES IN
 GK0317'DIAMETER AND PROJECTS 2 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0318 ***********************************************************************
 GK0318  DESIGNATION -  POLO RM 2
 GK0318  PID         -  GK0318
 GK0318  STATE/COUNTY-  TX/HANSFORD
 GK0318  USGS QUAD   -  HANSFORD (1962)
 GK0318
 GK0318                         *CURRENT SURVEY CONTROL
 GK0318  ___________________________________________________________________
 GK0318* NAD 83(1986)-  36 13 39.     (N)    101 20 38.     (W)     SCALED    
 GK0318* NAVD 88     -       963.20   (+/-2cm)    3160.1    (feet)  VERTCON   
 GK0318  ___________________________________________________________________
 GK0318  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GK0318
 GK0318  VERT ORDER  -  THIRD (See Below)
 GK0318
 GK0318.The horizontal coordinates were scaled from a topographic map and have
 GK0318.an estimated accuracy of +/- 6 seconds.
 GK0318
 GK0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0318.The vertical order pertains to the NGVD 29 superseded value.
 GK0318
 GK0318.The geoid height was determined by GEOID03.
 GK0318
 GK0318;                    North         East    Units  Estimated Accuracy
 GK0318;SPC TX N     - 1,247,130.      214,040.      MT  (+/- 180 meters Scaled)
 GK0318
 GK0318                          SUPERSEDED SURVEY CONTROL
 GK0318
 GK0318  NGVD 29 (01/29/03)  962.76   (m)         3158.7    (f) RESET       3  
 GK0318
 GK0318.Superseded values are not recommended for survey control.
 GK0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0318.See file dsdata.txt to determine how the superseded data were derived.
 GK0318
 GK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF893117(NAD 83)
 GK0318_MARKER: DR = REFERENCE MARK DISK
 GK0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0318_STAMPING: POLO NO 2 1952
 GK0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0318+STABILITY: SURFACE MOTION
 GK0318
 GK0318  HISTORY     - Date     Condition        Report By
 GK0318  HISTORY     - 1952     MONUMENTED       CGS
 GK0318  HISTORY     - 1968     GOOD             NGS
 GK0318
 GK0318                          STATION DESCRIPTION
 GK0318
 GK0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GK0318'4.35 MI E FROM GRUVER.
 GK0318'ABOUT 0.6 MILE EAST ALONG BUSINESS ROUTE 15 FROM THE JUNCTION OF STATE
 GK0318'HIGHWAY 136 IN GRUVER, THENCE 3.75 MILES EASTERLY ALONG STATE HIGHWAY
 GK0318'15 TO THE JUNCTION OF STATE HIGHWAY 207 AND SITE OF BENCH MARK, 50
 GK0318'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 15, 99.5 FEET
 GK0318'SOUTH-SOUTHEAST OF THE INTERSECTION OF HIGHWAYS, 27 FEET EAST OF THE
 GK0318'CENTER LINE OF A ROAD LEADING SOUTH, 2 FEET NORTHEAST OF A CORNER
 GK0318'FENCE POST, AND 45.16 FEET NORTHWEST OF TRIANGULATION STATION POLO. A
 GK0318'STANDARD DISK SET IN A CONCRETE POST 10 INCHES IN DIAMETER FLUSH WITH
 GK0318'THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2650 ***********************************************************************
 AX2650  DESIGNATION -  POLYGONAL BUILDING CENTER 1954
 AX2650  PID         -  AX2650
 AX2650  STATE/COUNTY-  TX/AUSTIN
 AX2650  USGS QUAD   -  BURLEIGH (1981)
 AX2650
 AX2650                         *CURRENT SURVEY CONTROL
 AX2650  ___________________________________________________________________
 AX2650* NAD 83(1993)-  29 56 46.21655(N)    096 14 49.26309(W)     ADJUSTED  
 AX2650* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 AX2650  ___________________________________________________________________
 AX2650  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AX2650  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX2650
 AX2650  HORZ ORDER  -  THIRD
 AX2650
 AX2650.The horizontal coordinates were established by classical geodetic methods
 AX2650.and adjusted by the National Geodetic Survey in February 1996..
 AX2650
 AX2650.The orthometric height was scaled from a topographic map.
 AX2650
 AX2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2650
 AX2650.The geoid height was determined by GEOID03.
 AX2650
 AX2650;                    North         East     Units Scale Factor Converg.
 AX2650;SPC TXSC     - 4,237,290.096   865,722.469   MT  0.99991999   +1 20 55.4
 AX2650;SPC TXSC     -13,901,842.59  2,840,291.13   sFT  0.99991999   +1 20 55.4
 AX2650;SPC TX C     - 3,038,230.938 1,094,416.981   MT  1.00004988   +2 06 16.9
 AX2650;SPC TX C     - 9,967,929.34  3,590,599.71   sFT  1.00004988   +2 06 16.9
 AX2650;UTM  14      - 3,316,008.865   765,713.627   MT  1.00047119   +1 22 30.2
 AX2650
 AX2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2650!SPC TXSC     -   0.99998965  x   0.99991999  =   0.99990964
 AX2650!SPC TX C     -   0.99998965  x   1.00004988  =   1.00003953
 AX2650!UTM  14      -   0.99998965  x   1.00047119  =   1.00046084
 AX2650
 AX2650                          SUPERSEDED SURVEY CONTROL
 AX2650
 AX2650  NAD 83(1986)-  29 56 46.23166(N)    096 14 49.24606(W) AD(       ) 4
 AX2650  NAD 27      -  29 56 45.42000(N)    096 14 48.40000(W) AD(       ) 3
 AX2650
 AX2650.Superseded values are not recommended for survey control.
 AX2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2650.See file dsdata.txt to determine how the superseded data were derived.
 AX2650
 AX2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6571416009(NAD 83)
 AX2650
 AX2650  HISTORY     - Date     Condition        Report By
 AX2650  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2650  HISTORY     - 19991023 GOOD             USPSQD
 AX2650
 AX2650                          STATION DESCRIPTION
 AX2650
 AX2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX2650'STATION IS LOCATED ON THE SOUTHEAST SIDE OF BELLVILLE ON THE
 AX2650'GROUNDS OF THE BELLVILLE CITY PARK.
 AX2650'
 AX2650'STATION IS REACHED FROM THE AUSTIN COUNTY COURTHOUSE IN
 AX2650'BELLVILLE BY GOING EAST ON STATE HIGHWAY 159 FOR 0.35 MILE
 AX2650'TO JUNCTION OF FARM ROAD 331, TURN RIGHT AND GO SOUTHEAST
 AX2650'ON FARM ROAD 331 FOR 0.3 MILE TO ENTRANCE TO CITY PARK AND
 AX2650'STATION ON LEFT AS DESCRIBED.
 AX2650
 AX2650                          STATION RECOVERY (1999)
 AX2650
 AX2650'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1751 ***********************************************************************
 FL1751  DESIGNATION -  POMEROY
 FL1751  PID         -  FL1751
 FL1751  STATE/COUNTY-  TX/CARSON
 FL1751  USGS QUAD   -  ABELL (1965)
 FL1751
 FL1751                         *CURRENT SURVEY CONTROL
 FL1751  ___________________________________________________________________
 FL1751* NAD 83(1993)-  35 26 27.88751(N)    101 29 45.83434(W)     ADJUSTED  
 FL1751* NAVD 88     -      1074.     (meters)    3524.     (feet)  SCALED    
 FL1751  ___________________________________________________________________
 FL1751  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FL1751  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 FL1751
 FL1751  HORZ ORDER  -  FIRST
 FL1751
 FL1751.The horizontal coordinates were established by classical geodetic methods
 FL1751.and adjusted by the National Geodetic Survey in February 1996..
 FL1751
 FL1751.The orthometric height was scaled from a topographic map.
 FL1751
 FL1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1751
 FL1751.The geoid height was determined by GEOID03.
 FL1751
 FL1751;                    North         East     Units Scale Factor Converg.
 FL1751;SPC TX N     - 1,159,868.570   200,357.240   MT  0.99991096   +0 00 08.2
 FL1751;SPC TX N     - 3,805,335.47    657,338.71   sFT  0.99991096   +0 00 08.2
 FL1751;UTM  14      - 3,924,821.683   273,435.258   MT  1.00023262   -1 26 52.8
 FL1751
 FL1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1751!SPC TX N     -   0.99983570  x   0.99991096  =   0.99974667
 FL1751!UTM  14      -   0.99983570  x   1.00023262  =   1.00006828
 FL1751
 FL1751|---------------------------------------------------------------------|
 FL1751| PID    Reference Object                     Distance      Geod. Az  |
 FL1751|                                                           dddmmss.s |
 FL1751| CJ7335 POMEROY RM 1                         35.812 METERS 06830     |
 FL1751| FL1747 PANHANDLE MUNICIPAL TANK            APPROX.15.3 KM 1362022.8 |
 FL1751| FL1753 RADIO STATION KGNC CENTER MAST      APPROX. 6.0 KM 2465908.3 |
 FL1751| CJ7334 POMEROY AZ MK                                      2703213.3 |
 FL1751| CJ7336 POMEROY RM 2                         63.795 METERS 29741     |
 FL1751|---------------------------------------------------------------------|
 FL1751
 FL1751                          SUPERSEDED SURVEY CONTROL
 FL1751
 FL1751  NAD 83(1993)-  35 26 27.89086(N)    101 29 45.83038(W) AD(       ) 1
 FL1751  NAD 83(1986)-  35 26 27.89453(N)    101 29 45.82476(W) AD(       ) 1
 FL1751  NAD 27      -  35 26 27.72500(N)    101 29 44.20900(W) AD(       ) 1
 FL1751
 FL1751.Superseded values are not recommended for survey control.
 FL1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1751.See file dsdata.txt to determine how the superseded data were derived.
 FL1751
 FL1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7343524822(NAD 83)
 FL1751_MARKER: DS = TRIANGULATION STATION DISK
 FL1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1751
 FL1751  HISTORY     - Date     Condition        Report By
 FL1751  HISTORY     - 1951     MONUMENTED       CGS
 FL1751  HISTORY     - 1956     MARK NOT FOUND   CGS
 FL1751  HISTORY     - 1963     SEE DESCRIPTION  USGS
 FL1751
 FL1751                          STATION DESCRIPTION
 FL1751
 FL1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1751'THE STATION IS LOCATED ON THE NORTH EDGE OF A CULTIVATED
 FL1751'FIELD.  IT IS ABOUT 0.5 MILE AIRLINE EAST OF THE POMEROY
 FL1751'RAILROAD DEPOT, ABOUT 9-1/2 MILES AIRLINE NORTHWEST OF PANHANDLE,
 FL1751'AND ABOUT 24 MILES AIRLINE NORTHEAST OF AMARILLO.
 FL1751'
 FL1751'THE STATION IS 18 FEET SOUTH OF THE CENTER LINE OF A TRACK
 FL1751'ROAD, 4 FEET SOUTH OF A WIRE FENCE, AND 3 FEET SOUTH OF A
 FL1751'WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP
 FL1751'OF A 10-INCH SQUARE CONCRETE POST THAT IS 12 INCHES BELOW THE
 FL1751'SURFACE OF THE GROUND.  THE DISK IS STAMPED--POMEROY 1951.
 FL1751'
 FL1751'REFERENCE MARK NUMBER ONE IS 1 FOOT NORTH OF A WIRE FENCE,
 FL1751'14 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, AND ABOUT
 FL1751'2-1/2 FEET HIGHER THAN THE STATION.  IT IS A STANDARD DISK
 FL1751'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH
 FL1751'WITH THE GROUND.  THE DISK IS STAMPED--POMEROY NO 1 1951.
 FL1751'
 FL1751'REFERENCE MARK NUMBER TWO IS 1 FOOT WEST OF A WIRE FENCE,
 FL1751'50 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, AND ABOUT
 FL1751'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 FL1751'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1751'8 INCHES.  THE DISK IS STAMPED--POMEROY NO 2 1951.
 FL1751'
 FL1751'THE AZIMUTH MARK IS ABOUT 100 YARDS SOUTH-SOUTHEAST OF THE
 FL1751'DEPOT, 32 FEET WEST OF A NORTH-SOUTH FENCE, 100 FEET EAST
 FL1751'OF THE CENTER LINE OF THE RAILROAD TRACKS, 50 FEET NORTH OF
 FL1751'THE CENTER LINE OF A TRACK ROAD, AND IN THE CENTER OF A T-ROAD
 FL1751'INTERSECTION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 FL1751'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  THE DISK IS
 FL1751'STAMPED--POMEROY 1951.  TO REACH THE MARK FROM THE STATION
 FL1751'GO WEST ON THE TRACK ROAD FOR 0.5 MILE TO THE MARK ON THE
 FL1751'RIGHT.
 FL1751'
 FL1751'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO GO
 FL1751'NORTH ON U.S. HIGHWAY 87 FOR 1.0 MILE TO A HIGHWAY JUNCTION.
 FL1751'TURN RIGHT, EAST, AND FOLLOW U.S. HIGHWAY 60 FOR 2.7 MILES
 FL1751'TO STATE HIGHWAY 136.  TURN LEFT, NORTHEASTERLY, AND GO 12.3
 FL1751'MILES TO A T-ROAD RIGHT.  TURN RIGHT, EAST, AND GO 8.8 MILES
 FL1751'TO A CROSS ROAD.  TURN LEFT, NORTH, AND GO 6.0 MILES TO A
 FL1751'T-ROAD.  TURN LEFT, WEST, AND FOLLOW THE TRACK ROAD FOR 0.4
 FL1751'MILE TO THE STATION ON THE LEFT.
 FL1751'
 FL1751'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FL1751
 FL1751                          STATION RECOVERY (1956)
 FL1751
 FL1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1751'REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE
 FL1751'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DID NOT RECOVER
 FL1751'THE STATION.  FOUND THE WHITE WITNESS POST BUT STATION WAS
 FL1751'EITHER TOO DEEP OR HAD BEEN PLOWED UP.  DIRECTIONS FOR PROCEEDING
 FL1751'TO STATION SITE ARE CORRECT.
 FL1751
 FL1751                          STATION RECOVERY (1963)
 FL1751
 FL1751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL1751'AZIMUTH MARK WAS DESTROYED - PROBABLY BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1181 ***********************************************************************
 FL1181  DESIGNATION -  POMEROY AZ
 FL1181  PID         -  FL1181
 FL1181  STATE/COUNTY-  TX/CARSON
 FL1181  USGS QUAD   -  POMEROY (1953)
 FL1181
 FL1181                         *CURRENT SURVEY CONTROL
 FL1181  ___________________________________________________________________
 FL1181* NAD 83(1986)-  35 26 28.     (N)    101 30 18.     (W)     SCALED    
 FL1181* NAVD 88     -      1074.952  (meters)    3526.74   (feet)  ADJUSTED  
 FL1181  ___________________________________________________________________
 FL1181  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 FL1181  DYNAMIC HT  -        1073.696 (meters)    3522.62  (feet)  COMP
 FL1181  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 FL1181
 FL1181  VERT ORDER  -  SECOND    CLASS 0
 FL1181
 FL1181.The horizontal coordinates were scaled from a topographic map and have
 FL1181.an estimated accuracy of +/- 6 seconds.
 FL1181
 FL1181.The orthometric height was determined by differential leveling
 FL1181.and adjusted by the National Geodetic Survey in June 1991..
 FL1181
 FL1181.The geoid height was determined by GEOID03.
 FL1181
 FL1181.The dynamic height is computed by dividing the NAVD 88
 FL1181.geopotential number by the normal gravity value computed on the
 FL1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1181.degrees latitude (g = 980.6199 gals.).
 FL1181
 FL1181.The modeled gravity was interpolated from observed gravity values.
 FL1181
 FL1181;                    North         East    Units  Estimated Accuracy
 FL1181;SPC TX N     - 1,159,870.      199,550.      MT  (+/- 180 meters Scaled)
 FL1181
 FL1181                          SUPERSEDED SURVEY CONTROL
 FL1181
 FL1181  NGVD 29 (??/??/92) 1074.442  (m)         3525.07   (f) ADJ UNCH    2 0
 FL1181
 FL1181.Superseded values are not recommended for survey control.
 FL1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1181.See file dsdata.txt to determine how the superseded data were derived.
 FL1181
 FL1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE726248(NAD 83)
 FL1181_MARKER: DB = BENCH MARK DISK
 FL1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1181_STAMPING: POMEROY AZIMUTH
 FL1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1181+STABILITY: SURFACE MOTION
 FL1181
 FL1181  HISTORY     - Date     Condition        Report By
 FL1181  HISTORY     - UNK      MONUMENTED       CGS
 FL1181  HISTORY     - 1933     GOOD             NGS
 FL1181
 FL1181                          STATION DESCRIPTION
 FL1181
 FL1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FL1181'11.0 MI NW FROM PANHANDLE.
 FL1181'11.0 MILE NORTHWEST OF A.T. AND S.E. DEPOT BY RAIL ALONG PANHANDLE AND
 FL1181'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, 700 FEET SOUTH OF
 FL1181'POMEROY DEPOT, AT FIRST CROSSROAD SOUTH OF POMEROY DEPOT, ALONG EAST
 FL1181'RIGHT-OF-WAY FENCE 15 FEET NORTH OF CENTERLINE OF CROSSROAD, 50 FEET
 FL1181'EAST OF EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0979 ***********************************************************************
 DO0979  DESIGNATION -  POND
 DO0979  PID         -  DO0979
 DO0979  STATE/COUNTY-  TX/CLAY
 DO0979  USGS QUAD   -  BELLEVUE (1968)
 DO0979
 DO0979                         *CURRENT SURVEY CONTROL
 DO0979  ___________________________________________________________________
 DO0979* NAD 83(1993)-  33 44 42.47782(N)    098 00 25.94216(W)     ADJUSTED  
 DO0979* NAVD 88     -       309.04   (+/-2cm)    1013.9    (feet)  VERTCON   
 DO0979  ___________________________________________________________________
 DO0979  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DO0979  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DO0979
 DO0979  HORZ ORDER  -  THIRD
 DO0979  VERT ORDER  -  THIRD ? (See Below)
 DO0979
 DO0979.The horizontal coordinates were established by classical geodetic methods
 DO0979.and adjusted by the National Geodetic Survey in February 1996..
 DO0979
 DO0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0979.The vertical order pertains to the NGVD 29 superseded value.
 DO0979
 DO0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0979
 DO0979.The geoid height was determined by GEOID03.
 DO0979
 DO0979;                    North         East     Units Scale Factor Converg.
 DO0979;SPC TXNC     - 2,230,594.837   645,659.525   MT  0.99994572   +0 16 07.6
 DO0979;SPC TXNC     - 7,318,209.89  2,118,301.29   sFT  0.99994572   +0 16 07.6
 DO0979;UTM  14      - 3,734,339.975   591,957.042   MT  0.99970424   +0 33 05.5
 DO0979
 DO0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0979!SPC TXNC     -   0.99995573  x   0.99994572  =   0.99990145
 DO0979!UTM  14      -   0.99995573  x   0.99970424  =   0.99965998
 DO0979
 DO0979                          SUPERSEDED SURVEY CONTROL
 DO0979
 DO0979  NAD 83(1993)-  33 44 42.47921(N)    098 00 25.94152(W) AD(       ) 3
 DO0979  NAD 83(1986)-  33 44 42.48123(N)    098 00 25.93043(W) AD(       ) 3
 DO0979  NGVD 29 (07/26/91)  308.95   (m)         1013.6    (f) LEVELING    3  
 DO0979
 DO0979.Superseded values are not recommended for survey control.
 DO0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0979.See file dsdata.txt to determine how the superseded data were derived.
 DO0979
 DO0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9195734340(NAD 83)
 DO0979_MARKER: DS = TRIANGULATION STATION DISK
 DO0979_SETTING: 0 = UNSPECIFIED SETTING
 DO0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0979
 DO0979  HISTORY     - Date     Condition        Report By
 DO0979  HISTORY     - 1958     MONUMENTED       USGS
 DO0979
 DO0979                          STATION DESCRIPTION
 DO0979
 DO0979'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DO0979'STATION IS LOCATED ABOUT 7.3 MI. (AIRLINE) N. OF BELLEVUE, CLAY
 DO0979'COUNTY, TEXAS, IN THE WORSHAM OIL FIELD AND IN THE SW. EMBANKMENT
 DO0979'CORNER OF AN OIL WASTE POND, 35 FT. S. OF A SMALL STORAGE TANK.
 DO0979'
 DO0979'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.3
 DO0979'FT., STAMPED---POND-ET 1958---.
 DO0979'
 DO0979'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0633 ***********************************************************************
 DN0633  DESIGNATION -  PONDER
 DN0633  PID         -  DN0633
 DN0633  STATE/COUNTY-  TX/DENTON
 DN0633  USGS QUAD   -  PONDER (1968)
 DN0633
 DN0633                         *CURRENT SURVEY CONTROL
 DN0633  ___________________________________________________________________
 DN0633* NAD 83(1986)-  33 11 00.     (N)    097 17 12.     (W)     SCALED    
 DN0633* NAVD 88     -       223.79   (+/-2cm)     734.2    (feet)  VERTCON   
 DN0633  ___________________________________________________________________
 DN0633  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DN0633
 DN0633  VERT ORDER  -  ? (See Below)
 DN0633
 DN0633.The horizontal coordinates were scaled from a topographic map and have
 DN0633.an estimated accuracy of +/- 6 seconds.
 DN0633
 DN0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0633.The vertical order pertains to the NGVD 29 superseded value.
 DN0633
 DN0633.The geoid height was determined by GEOID03.
 DN0633
 DN0633;                    North         East    Units  Estimated Accuracy
 DN0633;SPC TXNC     - 2,168,840.      713,140.      MT  (+/- 180 meters Scaled)
 DN0633
 DN0633                          SUPERSEDED SURVEY CONTROL
 DN0633
 DN0633  NGVD 29 (??/??/92)  223.759  (m)          734.12   (f) ADJ UNCH    ?  
 DN0633
 DN0633.Superseded values are not recommended for survey control.
 DN0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0633.See file dsdata.txt to determine how the superseded data were derived.
 DN0633
 DN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB597729(NAD 83)
 DN0633_MARKER: Z = SEE DESCRIPTION
 DN0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0633_SP_SET: DOOR SILL
 DN0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0633
 DN0633  HISTORY     - Date     Condition        Report By
 DN0633  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0633  HISTORY     - 1934     GOOD             NGS
 DN0633  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0633  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0633
 DN0633                          STATION DESCRIPTION
 DN0633
 DN0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0633'IN PONDER.
 DN0633'IN NORTHEAST CORNER OF CONCRETE DOOR SILL, OF CONDUCTORS ROOM OF GULF
 DN0633'COLORADO AND SANTA FE RAILWAY STATION AT PONDER.
 DN0633
 DN0633                          STATION RECOVERY (1995)
 DN0633
 DN0633'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0633'MARK NOT FOUND.
 DN0633
 DN0633                          STATION RECOVERY (1998)
 DN0633
 DN0633'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2703 ***********************************************************************
 BY2703  DESIGNATION -  PONTA
 BY2703  PID         -  BY2703
 BY2703  STATE/COUNTY-  TX/CHEROKEE
 BY2703  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY2703
 BY2703                         *CURRENT SURVEY CONTROL
 BY2703  ___________________________________________________________________
 BY2703* NAD 83(1993)-  31 54 09.02681(N)    095 00 19.11668(W)     ADJUSTED  
 BY2703* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 BY2703  ___________________________________________________________________
 BY2703  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 BY2703  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY2703
 BY2703  HORZ ORDER  -  THIRD
 BY2703
 BY2703.The horizontal coordinates were established by classical geodetic methods
 BY2703.and adjusted by the National Geodetic Survey in February 1996..
 BY2703
 BY2703.The orthometric height was scaled from a topographic map.
 BY2703
 BY2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2703
 BY2703.The geoid height was determined by GEOID03.
 BY2703
 BY2703;                    North         East     Units Scale Factor Converg.
 BY2703;SPC TX C     - 3,259,933.852 1,203,803.592   MT  1.00000521   +2 44 39.3
 BY2703;SPC TX C     -10,695,299.65  3,949,478.95   sFT  1.00000521   +2 44 39.3
 BY2703;SPC TXNC     - 2,031,652.028   930,535.966   MT  1.00007192   +1 54 21.5
 BY2703;SPC TXNC     - 6,665,511.70  3,052,933.42   sFT  1.00007192   +1 54 21.5
 BY2703;UTM  15      - 3,531,383.623   310,370.366   MT  1.00004350   -1 03 36.3
 BY2703
 BY2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2703!SPC TX C     -   0.99998454  x   1.00000521  =   0.99998975
 BY2703!SPC TXNC     -   0.99998454  x   1.00007192  =   1.00005646
 BY2703!UTM  15      -   0.99998454  x   1.00004350  =   1.00002804
 BY2703
 BY2703|---------------------------------------------------------------------|
 BY2703| PID    Reference Object                     Distance      Geod. Az  |
 BY2703|                                                           dddmmss.s |
 BY2703| CV9066 PONTA RM 1                           25.348 METERS 00137     |
 BY2703| CV9067 PONTA RM 2                           23.866 METERS 27702     |
 BY2703| CV9065 PONTA AZ MK                                        3573923.4 |
 BY2703|---------------------------------------------------------------------|
 BY2703
 BY2703                          SUPERSEDED SURVEY CONTROL
 BY2703
 BY2703  NAD 83(1986)-  31 54 09.03683(N)    095 00 19.10321(W) AD(       ) 3
 BY2703  NAD 27      -  31 54 08.42810(N)    095 00 18.31090(W) AD(       ) 3
 BY2703
 BY2703.Superseded values are not recommended for survey control.
 BY2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2703.See file dsdata.txt to determine how the superseded data were derived.
 BY2703
 BY2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR1037031384(NAD 83)
 BY2703_MARKER: DS = TRIANGULATION STATION DISK
 BY2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2703
 BY2703  HISTORY     - Date     Condition        Report By
 BY2703  HISTORY     - 1958     MONUMENTED       CGS
 BY2703  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2703
 BY2703                          STATION DESCRIPTION
 BY2703
 BY2703'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2703'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF NEW SUMMERFIELD
 BY2703'AND ABOUT 4 MILES NORTHEAST OF PONTA.  IT IS 38 FEET EAST OF
 BY2703'THE CENTER OF STATE FARM ROAD 235 AND 2 FEET WEST OF A FENCE
 BY2703'LINE.  THE MARK IS SETTING FLUSH WITH THE SURFACE OF THE
 BY2703'GROUND AND THE DISK IS STAMPED PONTA 1958.
 BY2703'
 BY2703'REFERENCE MARK NUMBER ONE IS 38 FEET EAST OF THE CENTER OF THE
 BY2703'ROAD AND 2 FEET EAST OF THE FENCE LINE.  THE MARK IS SETTING
 BY2703'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 BY2703'PONTA NO 1 1958.
 BY2703'
 BY2703'REFERENCE MARK NUMBER TWO IS 39 FEET WEST OF THE CENTER OF
 BY2703'THE ROAD AND 2 FEET EAST OF A FENCE LINE.  THE MARK IS SETTING
 BY2703'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 BY2703'PONTA NO 2 1958.
 BY2703'
 BY2703'AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF THE ROAD AND 2 FEET
 BY2703'SOUTHEAST OF A FENCE CORNER.  THE MARK IS SETTING FLUSH WITH
 BY2703'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED PONTA 1958.
 BY2703'
 BY2703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NUMBER
 BY2703'79 AND STATE HIGHWAY NUMBER 110 IN NEW SUMMERFIELD GO SOUTH ON
 BY2703'STATE HIGHWAY NUMBER 110 FOR 5.7 MILE TO THE JUNCTION OF STATE
 BY2703'FARM ROAD NUMBER 204, TURN LEFT FOR 4.2 MILE TO THE JUNCTION OF
 BY2703'STATE FARM ROAD NUMBER 235, TURN LEFT FOR 1.4 MILES TO THE
 BY2703'STATION ON THE RIGHT.
 BY2703'
 BY2703'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON
 BY2703'STATE HIGHWAY NUMBER 235 FOR 0.3 MILE TO AZIMUTH MARK ON THE
 BY2703'LEFT.
 BY2703'
 BY2703'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BY2703
 BY2703                          STATION RECOVERY (1996)
 BY2703
 BY2703'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0711 ***********************************************************************
 BN0711  DESIGNATION -  PONTOTOC DPS REPEATER MAST
 BN0711  PID         -  BN0711
 BN0711  STATE/COUNTY-  TX/SAN SABA
 BN0711  USGS QUAD   -  PONTOTOC (1955)
 BN0711
 BN0711                         *CURRENT SURVEY CONTROL
 BN0711  ___________________________________________________________________
 BN0711* NAD 83(1993)-  30 57 53.15549(N)    098 57 15.72878(W)     ADJUSTED  
 BN0711* NAVD 88     -                                                        
 BN0711  ___________________________________________________________________
 BN0711  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 BN0711  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BN0711
 BN0711  HORZ ORDER  -  THIRD
 BN0711
 BN0711.The horizontal coordinates were established by classical geodetic methods
 BN0711.and adjusted by the National Geodetic Survey in February 1996..
 BN0711
 BN0711
 BN0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0711
 BN0711.The geoid height was determined by GEOID03.
 BN0711
 BN0711;                    North         East     Units Scale Factor Converg.
 BN0711;SPC TX C     - 3,144,717.089   831,726.433   MT  0.99988195   +0 42 36.9
 BN0711;SPC TX C     -10,317,292.65  2,728,755.81   sFT  0.99988195   +0 42 36.9
 BN0711;UTM  14      - 3,425,697.960   504,357.803   MT  0.99960023   +0 01 24.5
 BN0711
 BN0711                          SUPERSEDED SURVEY CONTROL
 BN0711
 BN0711  NAD 83(1986)-  30 57 53.16597(N)    098 57 15.71421(W) AD(       ) 4
 BN0711  NAD 27      -  30 57 52.55580(N)    098 57 14.55069(W) AD(       ) 3
 BN0711
 BN0711.Superseded values are not recommended for survey control.
 BN0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0711.See file dsdata.txt to determine how the superseded data were derived.
 BN0711
 BN0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV0435825698(NAD 83)
 BN0711_MARKER: 42 = RADIO/TV MAST
 BN0711
 BN0711  HISTORY     - Date     Condition        Report By
 BN0711  HISTORY     - 1967     FIRST OBSERVED   CGS
 BN0711
 BN0711                          STATION DESCRIPTION
 BN0711
 BN0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0711'THE STATION IS THE RED LIGHT ATOP THE PONTOTOC, DEPARTMENT OF
 BN0711'PUBLIC SAFETY REPEATER MAST AND IS LOCATED ON THE NORTH SIDE OF
 BN0711'FARM ROAD 501, 4-1/2 MILES NORTH-NORTHEAST OF PONTOTOC.  THE
 BN0711'MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 BN0711'OF RED AND WHITE, AND 200 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1183 ***********************************************************************
 CA1183  DESIGNATION -  PONY
 CA1183  PID         -  CA1183
 CA1183  STATE/COUNTY-  TX/RUNNELS
 CA1183  USGS QUAD   -  BALLINGER (1967)
 CA1183
 CA1183                         *CURRENT SURVEY CONTROL
 CA1183  ___________________________________________________________________
 CA1183* NAD 83(1993)-  31 37 31.28139(N)    099 55 44.25754(W)     ADJUSTED  
 CA1183* NAVD 88     -       534.8    (meters)    1755.     (feet)  VERTCON   
 CA1183  ___________________________________________________________________
 CA1183  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CA1183  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 CA1183
 CA1183  HORZ ORDER  -  SECOND
 CA1183
 CA1183.The horizontal coordinates were established by classical geodetic methods
 CA1183.and adjusted by the National Geodetic Survey in February 1996..
 CA1183
 CA1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1183
 CA1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1183
 CA1183.The geoid height was determined by GEOID03.
 CA1183
 CA1183;                    North         East     Units Scale Factor Converg.
 CA1183;SPC TX C     - 3,217,205.737   738,362.665   MT  0.99994088   +0 12 29.8
 CA1183;SPC TX C     -10,555,115.82  2,422,444.84   sFT  0.99994088   +0 12 29.8
 CA1183;UTM  14      - 3,499,284.980   411,898.064   MT  0.99969573   -0 29 13.7
 CA1183
 CA1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1183!SPC TX C     -   0.99991995  x   0.99994088  =   0.99986083
 CA1183!UTM  14      -   0.99991995  x   0.99969573  =   0.99961570
 CA1183
 CA1183:                Primary Azimuth Mark                     Grid Az
 CA1183:SPC TX C     -  FUZZY                                    124 19 59.5
 CA1183:UTM  14      -  FUZZY                                    125 01 43.0
 CA1183
 CA1183|---------------------------------------------------------------------|
 CA1183| PID    Reference Object                     Distance      Geod. Az  |
 CA1183|                                                           dddmmss.s |
 CA1183| CA1176 FUZZY                               APPROX. 3.2 KM 1243229.3 |
 CA1183| CV5139 PONY RM 2                            25.666 METERS 28541     |
 CA1183| CV5138 PONY RM 1                            55.217 METERS 35003     |
 CA1183|---------------------------------------------------------------------|
 CA1183
 CA1183                          SUPERSEDED SURVEY CONTROL
 CA1183
 CA1183  NAD 83(1986)-  31 37 31.28843(N)    099 55 44.24326(W) AD(       ) 2
 CA1183  NAD 27      -  31 37 30.73051(N)    099 55 42.94310(W) AD(       ) 2
 CA1183  NGVD 29 (07/19/86)  534.7    (m)         1754.     (f) VERT ANG       
 CA1183
 CA1183.Superseded values are not recommended for survey control.
 CA1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1183.See file dsdata.txt to determine how the superseded data were derived.
 CA1183
 CA1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1189899285(NAD 83)
 CA1183_MARKER: DD = SURVEY DISK
 CA1183_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1183+WITH SETTING: INFORMATION.
 CA1183_SP_SET: PREFABRICATED CONCRETE POST
 CA1183
 CA1183  HISTORY     - Date     Condition        Report By
 CA1183  HISTORY     - 1967     MONUMENTED       USGS
 CA1183
 CA1183                          STATION DESCRIPTION
 CA1183
 CA1183'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1183'STATION IS LOCATED 8.0 MILES NORTH AND 0.6 MILE WEST OF PAINT
 CA1183'ROCK.  7.8 MILES SOUTH AND 1.1 MILES EAST OF BALLINGER.  0.2
 CA1183'MILE WEST OF U.S. HIGHWAY 83, AT NORTHWEST CORNER OF FARMYARD.
 CA1183'70 FEET WEST OF BARN AND 6 FEET NORTHEAST OF FENCE CORNER
 CA1183'WITH A WITNESS SIGN.
 CA1183'
 CA1183'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND 83 IN
 CA1183'BALLINGER, GO 8.35 MILES SOUTH ON U.S. HIGHWAY 83 TO GRAVEL
 CA1183'ROAD RIGHT (WEST), THENCE 0.2 MILE WEST ON GRAVEL ROAD TO
 CA1183'WIRE GATE ON THE WEST SIDE OF A FENCE NORTH, THENCE 0.2
 CA1183'MILE NORTH ON THE WEST SIDE OF FENCE NORTH TO STATION SITE.
 CA1183'
 CA1183'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1183'STEEL ROD DRIVEN TO REFUSAL (7 FEET), CENTERED IN A 6 INCH
 CA1183'DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH GRAVEL.
 CA1183'THE TABLET SET FLUSH WITH GROUND AND STAMPED PONY ET 1967.
 CA1183'
 CA1183'REFERENCE MARK NO. 1--A USGS BRONZE TABLET SET IN THE NORTHEAST
 CA1183'CORNER OF A CONCRETE FLOOR SLAB.  THE TABLET IS STAMPED PONY
 CA1183'ET 1967 NO. 1.
 CA1183'
 CA1183'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A
 CA1183'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (8 FEET), CENTERED
 CA1183'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CA1183'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1183'PONY ET 1967 NO. 2.
 CA1183'
 CA1183'THE DISTANCE BETWEEN REFERENCE MARKS IS 163.42 FEET (49.812
 CA1183'METERS).
 CA1183'
 CA1183'STATION FUZZY ET 1967, 2.0 MILES SOUTHEAST, IS VISIBLE
 CA1183'FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CA1183'
 CA1183'ELEVATION = 1754.44 FEET (FLY LEVEL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1143 ***********************************************************************
 CA1143  DESIGNATION -  POO
 CA1143  PID         -  CA1143
 CA1143  STATE/COUNTY-  TX/CONCHO
 CA1143  USGS QUAD   -  MILLERSVIEW SE (1987)
 CA1143
 CA1143                         *CURRENT SURVEY CONTROL
 CA1143  ___________________________________________________________________
 CA1143* NAD 83(1993)-  31 21 38.51592(N)    099 52 13.37967(W)     ADJUSTED  
 CA1143* NAVD 88     -       576.5    (meters)    1891.     (feet)  VERTCON   
 CA1143  ___________________________________________________________________
 CA1143  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CA1143  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CA1143
 CA1143  HORZ ORDER  -  SECOND
 CA1143
 CA1143.The horizontal coordinates were established by classical geodetic methods
 CA1143.and adjusted by the National Geodetic Survey in February 1996..
 CA1143
 CA1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1143
 CA1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1143
 CA1143.The geoid height was determined by GEOID03.
 CA1143
 CA1143;                    North         East     Units Scale Factor Converg.
 CA1143;SPC TX C     - 3,187,885.381   744,041.938   MT  0.99990133   +0 14 18.4
 CA1143;SPC TX C     -10,458,920.62  2,441,077.59   sFT  0.99990133   +0 14 18.4
 CA1143;UTM  14      - 3,469,904.781   417,220.875   MT  0.99968452   -0 27 10.8
 CA1143
 CA1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1143!SPC TX C     -   0.99991329  x   0.99990133  =   0.99981463
 CA1143!UTM  14      -   0.99991329  x   0.99968452  =   0.99959784
 CA1143
 CA1143|---------------------------------------------------------------------|
 CA1143| PID    Reference Object                     Distance      Geod. Az  |
 CA1143|                                                           dddmmss.s |
 CA1143| CV5141 POO RM 2                             28.730 METERS 07837     |
 CA1143| CA1145 HALL                                APPROX. 8.3 KM 1730145.7 |
 CA1143| CV5140 POO RM 1                             29.560 METERS 34327     |
 CA1143|---------------------------------------------------------------------|
 CA1143
 CA1143                          SUPERSEDED SURVEY CONTROL
 CA1143
 CA1143  NAD 83(1986)-  31 21 38.52306(N)    099 52 13.36534(W) AD(       ) 2
 CA1143  NAD 27      -  31 21 37.94338(N)    099 52 12.09742(W) AD(       ) 2
 CA1143  NGVD 29 (07/19/86)  576.4    (m)         1891.     (f) VERT ANG       
 CA1143
 CA1143.Superseded values are not recommended for survey control.
 CA1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1143.See file dsdata.txt to determine how the superseded data were derived.
 CA1143
 CA1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1722169905(NAD 83)
 CA1143_MARKER: DD = SURVEY DISK
 CA1143_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1143+WITH SETTING: INFORMATION.
 CA1143_SP_SET: PREFABRICATED CONCRETE POST
 CA1143
 CA1143  HISTORY     - Date     Condition        Report By
 CA1143  HISTORY     - 1967     MONUMENTED       USGS
 CA1143  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA1143
 CA1143                          STATION DESCRIPTION
 CA1143
 CA1143'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JW)
 CA1143'THE STATION IS LOCATED ABOUT 8.9 MILES NORTH AND 1.0 MILE WEST
 CA1143'OF EDEN, 6.5 MILES WEST AND 4.7 MILES SOUTH OF MILLERSVIEW
 CA1143'VILLAGE, 1.9 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM INTERSECTION
 CA1143'OF U.S. HIGHWAY 83 AND FARM ROAD 765, 46 FEET WEST OF CENTER LINE
 CA1143'OF HIGHWAY, 3 FEET EAST OF SOUTH POST OF METAL GATE IN WEST
 CA1143'RIGHT-OF-WAY FENCE.
 CA1143'
 CA1143'TO REACH FROM EDEN, PROCEED NORTH 11.0 MILES ALONG U.S. HIGHWAY
 CA1143'83 TO A METAL GATE ON THE WEST SIDE OF THE HIGHWAY, AND
 CA1143'THE STATION SITE (AT THE CREST OF A LOW HILL).
 CA1143'
 CA1143'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1143'STEEL ROD, DRIVEN INTO BEDROCK (1.5 FEET), CENTERED IN A 6 INCH
 CA1143'DIAMETER PLASTIC CASING 18 INCHES LONG, AND CEMENTED 14
 CA1143'INCHES BELOW GROUND SURFACE.  THE TABLET IS SET FLUSH WITH
 CA1143'GROUND AND STAMPED POO ET 1967.
 CA1143'
 CA1143'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1143'CRIMPED TO A COPPER COATED STEEL ROD, DRIVEN TO REFUSAL
 CA1143'(3.5 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING
 CA1143'12 INCHES LONG, FILLED WITH CONCRETE.  THE TABLET IS SET
 CA1143'FLUSH WITH GROUND AND IS STAMPED POO ET 1967 NO. 1.
 CA1143'
 CA1143'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1143'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN INTO BEDROCK
 CA1143'(1.5 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING
 CA1143'12 INCHES LONG, FILLED WITH CONCRETE.  THE TABLET IS SET
 CA1143'FLUSH WITH THE GROUND, 1.0 FOOT WEST OF EAST RIGHT-OF-WAY
 CA1143'FENCE AND 2 FEET SOUTH OF THE SOUTH GATE POST.
 CA1143'
 CA1143'STATIONS HALL ET, 5.1 MILES SOUTH-SOUTHEAST, AND WELLS ET,
 CA1143'2.3 MILES NORTH-NORTHWEST ARE VISIBLE FROM THE GROUND AND MAY
 CA1143'BE USED AS AZIMUTHS.
 CA1143
 CA1143                          STATION RECOVERY (1999)
 CA1143
 CA1143'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9242 ***********************************************************************
 AF9242  DESIGNATION -  POOCH ET
 AF9242  PID         -  AF9242
 AF9242  STATE/COUNTY-  TX/KENT
 AF9242  USGS QUAD   -  GIRARD (1959)
 AF9242
 AF9242                         *CURRENT SURVEY CONTROL
 AF9242  ___________________________________________________________________
 AF9242* NAD 83(1993)-  33 20 22.74450(N)    100 44 45.31246(W)     ADJUSTED  
 AF9242* NAVD 88     -       643.0    (meters)    2110.     (feet)  VERTCON   
 AF9242  ___________________________________________________________________
 AF9242  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AF9242  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AF9242
 AF9242  HORZ ORDER  -  THIRD
 AF9242
 AF9242.The horizontal coordinates were established by classical geodetic methods
 AF9242.and adjusted by the National Geodetic Survey in July 1998..
 AF9242
 AF9242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9242
 AF9242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9242
 AF9242.The geoid height was determined by GEOID03.
 AF9242
 AF9242;                    North         East     Units Scale Factor Converg.
 AF9242;SPC TXNC     - 2,187,752.701   390,959.354   MT  0.99988521   -1 13 29.7
 AF9242;SPC TXNC     - 7,177,651.99  1,282,672.48   sFT  0.99988521   -1 13 29.7
 AF9242;UTM  14      - 3,690,302.551   337,521.159   MT  0.99992549   -0 57 35.2
 AF9242
 AF9242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9242!SPC TXNC     -   0.99990317  x   0.99988521  =   0.99978839
 AF9242!UTM  14      -   0.99990317  x   0.99992549  =   0.99982866
 AF9242
 AF9242                          SUPERSEDED SURVEY CONTROL
 AF9242
 AF9242  NGVD 29 (07/17/98)  642.8    (m)         2109.     (f) VERT ANG       
 AF9242
 AF9242.Superseded values are not recommended for survey control.
 AF9242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9242.See file dsdata.txt to determine how the superseded data were derived.
 AF9242
 AF9242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3752190303(NAD 83)
 AF9242_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF9242
 AF9242  HISTORY     - Date     Condition        Report By
 AF9242  HISTORY     - 1958     MONUMENTED       USGS
 AF9242
 AF9242                          STATION DESCRIPTION
 AF9242
 AF9242'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9242'STATION IS 12 MI. N. OF CLAIREMONT, 5 MI. WSW. OF GIRARD, 1 MI. S. OF
 AF9242'FARM ROAD 643 IN A GRAZING PASTURE JUST S. OF A PLOWED FIELD.
 AF9242'STATION WAS REACHED FROM GIRARD BY GOING W. ON FARM ROAD 643 4.0 MI.
 AF9242'TO A CROSSROAD, THENCE S. 1.0 MI. TO A PRIVATE RD. W.  TURN W. TO
 AF9242'HOUSE AND THRU YARD TO GATE IN COW FEED YARD THEN W. IN FEED YARD AND
 AF9242'ALONG COW LANE TO A MESQUITE COVERED PASTURE.  A DISTANCE OF 0.9 MI.,
 AF9242'STATION MARK IS ABOUT 219 FT. W. OF THE E. FENCE AT THIS POINT, 24 FT.
 AF9242'S. OF THE N. FENCE, 61 FT. NE. OF THE CENTERLINE OF A TRACK RD. AND
 AF9242'213 FT. NW. OF A FIELD CORNER.
 AF9242'STATION MARK--A COPPERWELD ROD DRIVEN FLUSH WITH THE GROUND AND
 AF9242'STAMPED---POOCH-ET 1958---.  MARK WILL PROBABLY BE COVERED BY A SMALL
 AF9242'BRUSH PILE AND MARKED BY A WOODEN STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2145 ***********************************************************************
 BL2145  DESIGNATION -  POOL
 BL2145  PID         -  BL2145
 BL2145  STATE/COUNTY-  TX/POLK
 BL2145  USGS QUAD   -  SODA (1984)
 BL2145
 BL2145                         *CURRENT SURVEY CONTROL
 BL2145  ___________________________________________________________________
 BL2145* NAD 83(1993)-  30 39 28.17157(N)    094 51 50.74147(W)     ADJUSTED  
 BL2145* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 BL2145  ___________________________________________________________________
 BL2145  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BL2145  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL2145
 BL2145  HORZ ORDER  -  FIRST
 BL2145
 BL2145.The horizontal coordinates were established by classical geodetic methods
 BL2145.and adjusted by the National Geodetic Survey in February 1996..
 BL2145
 BL2145.The orthometric height was scaled from a topographic map.
 BL2145
 BL2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2145
 BL2145.The geoid height was determined by GEOID03.
 BL2145
 BL2145;                    North         East     Units Scale Factor Converg.
 BL2145;SPC TX C     - 3,122,757.343 1,223,927.602   MT  0.99989961   +2 49 01.1
 BL2145;SPC TX C     -10,245,246.38  4,015,502.47   sFT  0.99989961   +2 49 01.1
 BL2145;UTM  15      - 3,393,163.234   321,394.714   MT  0.99999353   -0 57 02.8
 BL2145
 BL2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2145!SPC TX C     -   0.99998892  x   0.99989961  =   0.99988853
 BL2145!UTM  15      -   0.99998892  x   0.99999353  =   0.99998245
 BL2145
 BL2145|---------------------------------------------------------------------|
 BL2145| PID    Reference Object                     Distance      Geod. Az  |
 BL2145|                                                           dddmmss.s |
 BL2145| CV9069 POOL RM 1                            23.927 METERS 03025     |
 BL2145| CV9068 POOL AZ MK                                         0371436.4 |
 BL2145| CV9070 POOL RM 2                            28.938 METERS 29816     |
 BL2145|---------------------------------------------------------------------|
 BL2145
 BL2145                          SUPERSEDED SURVEY CONTROL
 BL2145
 BL2145  NAD 83(1986)-  30 39 28.18390(N)    094 51 50.72858(W) AD(       ) 1
 BL2145  NAD 27      -  30 39 27.46200(N)    094 51 49.97000(W) AD(       ) 1
 BL2145
 BL2145.Superseded values are not recommended for survey control.
 BL2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2145.See file dsdata.txt to determine how the superseded data were derived.
 BL2145
 BL2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP2139593163(NAD 83)
 BL2145_MARKER: DS = TRIANGULATION STATION DISK
 BL2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2145
 BL2145  HISTORY     - Date     Condition        Report By
 BL2145  HISTORY     - 1935     MONUMENTED       CGS
 BL2145  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL2145
 BL2145                          STATION DESCRIPTION
 BL2145
 BL2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2145'THIS STATION IS ABOUT 5 MILES SE OF LIVINGSTON AND ABOUT 5-1/2
 BL2145'MILES NE OF GOODRICH, ON LAND OF UNKNOWN OWNERSHIP.  THE STATION
 BL2145'IS IN HEAVY TIMBER ON S SIDE OF WOODS ROAD.  60 FEET W OF
 BL2145'CENTER OF Y-INTERSECTION.  29 FEET S OF CENTER LINE OF ROAD.
 BL2145'29 FEET E OF 24-INCH OAK TREE.  THE MARK PROJECTS 6 INCHES.
 BL2145'IT IS ABOUT 200 YARDS E OF A LONE OIL RIG.
 BL2145'
 BL2145'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL2145'BRONZE DISKS SET IN CONCRETE.
 BL2145'
 BL2145'REFERENCE MARK NO. 1 IS 22 FEET N OF CENTER LINE OF E-W
 BL2145'ROAD.  N OF CENTER OF Y-INTERSECTION.  21 FEET S OF 12-INCH
 BL2145'POPLAR TREE.  78.50 FEET NE OF STATION.  THE MARK PROJECTS
 BL2145'2 INCHES.
 BL2145'
 BL2145'REFERENCE MARK NO. 2 IS 12 FEET S OF 18-INCH OAK TREE.  41
 BL2145'FEET N OF CENTER LINE OF ROAD.  94.94 FEET NW OF STATION.
 BL2145'THE MARK PROJECTS 2 INCHES.
 BL2145'
 BL2145'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 125.44 FEET.
 BL2145'
 BL2145'THE AZIMUTH MARK IS 0.2 MILE NE OF STATION ON OLD BUILDING
 BL2145'SITE.  4 FEET S OF 12-INCH OAK TREE.  30 FEET NE OF 15-INCH
 BL2145'OAK TREE.  81 FEET N OF CENTER LINE OF ROAD.  THE MARK PROJECTS
 BL2145'6 INCHES.
 BL2145'
 BL2145'A 64-FOOT TOWER IS NECESSARY TO SEE AZIMUTH MARK.
 BL2145'
 BL2145'TO REACH THE STATION FROM LIVINGSTON, GO E 0.1 MILE FROM
 BL2145'NE CORNER OF SQUARE TO DIRT ROAD S, TURN S AND FOLLOW MAIN
 BL2145'TRAVELED ROAD 4.8 MILES TO WHERE ROAD SWINGS TO S, AND A
 BL2145'WOODS ROAD TAKES OFF TO LEFT.  FOLLOW THE WOODS ROAD 0.35 MILE
 BL2145'TO FORK, TAKE LEFT FORK AND GO 1.4 MILES TO OIL DERRICK ON LEFT.
 BL2145'CONTINUE ON 0.1 MILE PAST DERRICK TO STATION.
 BL2145'
 BL2145'LIGHTS 126 FEET ABOVE STATION ACE AND LIBERTY COME INTO
 BL2145'VIEW 90 FEET ABOVE THIS STATION, LIGHTS 120 FEET ABOVE STATION
 BL2145'CAB COME INTO VIEW 77 FEET ABOVE THIS STATION, AND LIGHTS
 BL2145'100 FEET ABOVE STATION PIPE COME INTO VIEW 77 FEET ABOVE THIS
 BL2145'STATION.
 BL2145
 BL2145                          STATION RECOVERY (1997)
 BL2145
 BL2145'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2237 ***********************************************************************
 BL2237  DESIGNATION -  POOL
 BL2237  PID         -  BL2237
 BL2237  STATE/COUNTY-  TX/MONTGOMERY
 BL2237  USGS QUAD   -  MONTGOMERY (1997)
 BL2237
 BL2237                         *CURRENT SURVEY CONTROL
 BL2237  ___________________________________________________________________
 BL2237* NAD 83(1993)-  30 28 29.04483(N)    095 41 46.84178(W)     ADJUSTED  
 BL2237* NAVD 88     -       106.18   (+/-2cm)     348.4    (feet)  VERTCON   
 BL2237  ___________________________________________________________________
 BL2237  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BL2237  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL2237
 BL2237  HORZ ORDER  -  SECOND
 BL2237  VERT ORDER  -  THIRD ? (See Below)
 BL2237
 BL2237.The horizontal coordinates were established by classical geodetic methods
 BL2237.and adjusted by the National Geodetic Survey in February 1996..
 BL2237
 BL2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2237.The vertical order pertains to the NGVD 29 superseded value.
 BL2237
 BL2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2237
 BL2237.The geoid height was determined by GEOID03.
 BL2237
 BL2237;                    North         East     Units Scale Factor Converg.
 BL2237;SPC TX C     - 3,098,857.238 1,145,098.021   MT  0.99992370   +2 23 18.0
 BL2237;SPC TX C     -10,166,834.12  3,756,875.76   sFT  0.99992370   +2 23 18.0
 BL2237;UTM  15      - 3,374,482.189   241,143.733   MT  1.00042671   -1 22 05.6
 BL2237
 BL2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2237!SPC TX C     -   0.99998759  x   0.99992370  =   0.99991129
 BL2237!UTM  15      -   0.99998759  x   1.00042671  =   1.00041429
 BL2237
 BL2237|---------------------------------------------------------------------|
 BL2237| PID    Reference Object                     Distance      Geod. Az  |
 BL2237|                                                           dddmmss.s |
 BL2237| CV9072 POOL RM 1                            38.224 METERS 01351     |
 BL2237| CV9073 POOL RM 2                            27.825 METERS 09812     |
 BL2237| BL2280 POOL USFS LOOKOUT TOWER             APPROX. 5.2 KM 3292128.0 |
 BL2237| CV9071 POOL AZ MK                                         3455643.5 |
 BL2237|---------------------------------------------------------------------|
 BL2237
 BL2237                          SUPERSEDED SURVEY CONTROL
 BL2237
 BL2237  NAD 83(1986)-  30 28 29.05829(N)    095 41 46.82503(W) AD(       ) 2
 BL2237  NAD 27      -  30 28 28.33300(N)    095 41 46.01800(W) AD(       ) 2
 BL2237  NGVD 29 (07/19/86)  106.18   (m)          348.4    (f) LEVELING    3  
 BL2237
 BL2237.Superseded values are not recommended for survey control.
 BL2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2237.See file dsdata.txt to determine how the superseded data were derived.
 BL2237
 BL2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4114474482(NAD 83)
 BL2237_MARKER: DS = TRIANGULATION STATION DISK
 BL2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2237
 BL2237  HISTORY     - Date     Condition        Report By
 BL2237  HISTORY     - 1952     MONUMENTED       CGS
 BL2237  HISTORY     - 1983     GOOD             LOCSUR
 BL2237  HISTORY     - 20020218 GOOD             USPSQD
 BL2237
 BL2237                          STATION DESCRIPTION
 BL2237
 BL2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2237'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF MONTGOMERY
 BL2237'ON THE HIGHEST POINT OF A SMALL TIMBERED RIDGE, 43 FEET
 BL2237'WEST OF THE CENTER OF FARM ROAD 149 AND 3 FEET EAST OF A
 BL2237'WITNESS POST.  IT IS STAMPED POOL 1952 AND PROJECTS 3 INCHES.
 BL2237'
 BL2237'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 35 FEET
 BL2237'EAST OF THE CENTER OF FARM ROAD 149 AND IS ABOUT 6 FEET LOWER
 BL2237'IN ELEVATION THAN THE STATION.  IT IS STAMPED POOL NO 1 1952
 BL2237'AND PROJECTS 3 INCHES.
 BL2237'
 BL2237'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 34 FEET
 BL2237'EAST OF THE CENTER OF FARM ROAD 149 AND IS ABOUT 3 FEET
 BL2237'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED POOL
 BL2237'NO 2 1952 AND PROJECTS 2 INCHES.
 BL2237'
 BL2237'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 147.64 FEET.
 BL2237'
 BL2237'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET WEST
 BL2237'OF THE CENTER OF FARM ROAD 149 AND 3 FEET SOUTH OF A WITNESS
 BL2237'POST.  IT IS STAMPED POOL 1952 AND PROJECTS 3 INCHES.
 BL2237'
 BL2237'TO REACH THE STATION FROM THE POST OFFICE IN MONTGOMERY,
 BL2237'GO NORTH ON FARM ROAD 149 FOR 5.9 MILS TO A SIDE ROAD RIGHT,
 BL2237'CONTINUE NORTH FOR 0.1 MILE TO TOP OF RIDGE AND STATION ON
 BL2237'LEFT AS DESCRIBED.  CONTINUE NORTH ON FARM ROAD 149 FOR
 BL2237'0.25 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 BL2237'
 BL2237'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BL2237
 BL2237                          STATION RECOVERY (1983)
 BL2237
 BL2237'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 BL2237'CONDITION OF MONUMENT--
 BL2237'
 BL2237'FOUND MONUMENT IN GOOD CONDITION.
 BL2237'
 BL2237'CONDITION OF AZIMUTH MARK--
 BL2237'
 BL2237'FOUND AZIMUTH MARK IN GOOD CONDITION.  THERE IS A 16 INCH PINE
 BL2237'LOCATED 4.5 + OR - FEET TO THE WEST.
 BL2237
 BL2237                          STATION RECOVERY (2002)
 BL2237
 BL2237'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BL2237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2915 ***********************************************************************
 CS2915  DESIGNATION -  POOL
 CS2915  PID         -  CS2915
 CS2915  STATE/COUNTY-  TX/DALLAS
 CS2915  USGS QUAD   -  ARLINGTON (1981)
 CS2915
 CS2915                         *CURRENT SURVEY CONTROL
 CS2915  ___________________________________________________________________
 CS2915* NAD 83(1993)-  32 38 07.48299(N)    097 01 23.41855(W)     ADJUSTED  
 CS2915* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 CS2915  ___________________________________________________________________
 CS2915  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 CS2915  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS2915
 CS2915  HORZ ORDER  -  SECOND
 CS2915
 CS2915.The horizontal coordinates were established by classical geodetic methods
 CS2915.and adjusted by the National Geodetic Survey in February 1996..
 CS2915
 CS2915.The orthometric height was scaled from a topographic map.
 CS2915
 CS2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2915
 CS2915.The geoid height was determined by GEOID03.
 CS2915
 CS2915;                    North         East     Units Scale Factor Converg.
 CS2915;SPC TXNC     - 2,108,398.333   738,560.590   MT  0.99989884   +0 48 19.6
 CS2915;SPC TXNC     - 6,917,303.53  2,423,094.20   sFT  0.99989884   +0 48 19.6
 CS2915;UTM  14      - 3,612,595.474   685,438.324   MT  1.00002404   +1 03 59.0
 CS2915
 CS2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2915!SPC TXNC     -   0.99997850  x   0.99989884  =   0.99987735
 CS2915!UTM  14      -   0.99997850  x   1.00002404  =   1.00000254
 CS2915
 CS2915:                Primary Azimuth Mark                     Grid Az
 CS2915:SPC TXNC     -  MANSFIELD MUNICIPAL TANK                 233 28 34.9
 CS2915:UTM  14      -  MANSFIELD MUNICIPAL TANK                 233 12 55.5
 CS2915
 CS2915|---------------------------------------------------------------------|
 CS2915| PID    Reference Object                     Distance      Geod. Az  |
 CS2915|                                                           dddmmss.s |
 CS2915| CS2923 MANSFIELD MUNICIPAL TANK            APPROX.13.9 KM 2341654.5 |
 CS2915| CY2862 POOL AZ MK                                         2390416.6 |
 CS2915| CY2863 POOL RM 1                            38.801 METERS 23932     |
 CS2915| CS2918 LEATHERMAN                          APPROX.10.3 KM 3194720.4 |
 CS2915| CY2864 POOL RM 2                            40.148 METERS 32148     |
 CS2915|---------------------------------------------------------------------|
 CS2915
 CS2915                          SUPERSEDED SURVEY CONTROL
 CS2915
 CS2915  NAD 83(1986)-  32 38 07.48849(N)    097 01 23.40047(W) AD(       ) 2
 CS2915  NAD 27      -  32 38 07.00500(N)    097 01 22.37700(W) AD(       ) 2
 CS2915
 CS2915.Superseded values are not recommended for survey control.
 CS2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2915.See file dsdata.txt to determine how the superseded data were derived.
 CS2915
 CS2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8543812595(NAD 83)
 CS2915_MARKER: DS = TRIANGULATION STATION DISK
 CS2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2915
 CS2915  HISTORY     - Date     Condition        Report By
 CS2915  HISTORY     - 1947     MONUMENTED       CGS
 CS2915  HISTORY     - 1957     GOOD             USGS
 CS2915  HISTORY     - 1959     GOOD             CGS
 CS2915  HISTORY     - 1960     GOOD             CGS
 CS2915  HISTORY     - 1963     GOOD             CGS
 CS2915  HISTORY     - 1966     GOOD             CGS
 CS2915  HISTORY     - 1967     GOOD             TXHD
 CS2915
 CS2915                          STATION DESCRIPTION
 CS2915
 CS2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2915'LOCATED ABOUT 7-1/2 MILES SOUTH OF GRAND PRAIRIE, ON THE
 CS2915'O.M. POOL FARM, IN THE SOUTHEAST CORNER OF A SMALL FARM-LOT
 CS2915'JUST WEST OF THE FARMHOUSE.  THE MARK IS 99 FEET SOUTH OF
 CS2915'THE SOUTHWEST CORNER OF THE HOUSE, 19.3 FEET WEST OF A NORTH
 CS2915'AND SOUTH FENCE LINE 20.6 FEET NORTH OF A WITNESS POST NEAR
 CS2915'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 4 IN. AND THE
 CS2915'DISC IS STAMPED, POOL 1947.
 CS2915'
 CS2915'REFERENCE MARK NO. 1 IS 127.30 FEET SOUTHWEST OF THE STATION,
 CS2915'1 FOOT EAST OF THE FENCE LINE AND 18 FEET NORTH OF A FENCE
 CS2915'CORNER AT THE SOUTHWEST CORNER OF THE FARM-LOT.  THE MARK
 CS2915'PROJECTS 4 INCHES AND THE DISC IS STAMPED, POOL NO 1 1947.
 CS2915'
 CS2915'REFERENCE MARK NO. 2 IS 131.72 FEET NORTHWEST OF THE STATION,
 CS2915'1 FOOT SOUTH OF A FENCE LINE AND 24 FEET WEST OF A SMALL FARM
 CS2915'BUILDING.  THE MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED,
 CS2915'POOL NO 2 1947.
 CS2915'
 CS2915'AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION, 30 FEET
 CS2915'WEST OF THE APPROXIMATE CENTER OF A T-INTERSECTION OF ROADS,
 CS2915'4 FEET SOUTH OF A WITNESS POST AND 2 FEET EAST OF A FENCE
 CS2915'CORNER.  THE MARK PROJECTS 3 INCHES AND THE DISC IS STAMPED,
 CS2915'POOL 1947.
 CS2915'
 CS2915'THE STATION WAS REACHED FROM THE RAILROAD STATION IN GRAND
 CS2915'PRAIRIE BY GOING SOUTH AND WEST ON THE MAIN TRAVELED AND HARD
 CS2915'SURFACED ROAD FOR 8.0 MILES TO A T-FORK ON THE RIGHT, SOUTHWEST.
 CS2915'TAKE THE RIGHT FORK ON THE DIRT ROAD FOR 0.7 MILE TO THE
 CS2915'O.M. POOL RESIDENCE ON THE RIGHT AND THE STATION SITE.
 CS2915'
 CS2915'AZIMUTH MARK MAY BE REACHED FROM THE STATION BY GOING WEST ABOUT
 CS2915'0.25 MILE ON DIRT ROAD TO A T-INTERSECTION AND THE MARK
 CS2915'ON THE WEST SIDE OF THE NORTH AND SOUTH ROAD.
 CS2915'
 CS2915'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2915
 CS2915                          STATION RECOVERY (1957)
 CS2915
 CS2915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CS2915'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 CS2915'
 CS2915'REFERENCE MARK 2 NOT FOUND.
 CS2915'
 CS2915'AZIMUTH MARK FOUND DESTROYED BY HEAVY EQUIPMENT, LAYING ON
 CS2915'ITS SIDE.
 CS2915
 CS2915                          STATION RECOVERY (1959)
 CS2915
 CS2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2915'THIS STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 CS2915'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND PULLED
 CS2915'OUT OF THE GROUND AND LYING IN THE PASTURE SOUTH OF THE ROAD.
 CS2915
 CS2915                          STATION RECOVERY (1960)
 CS2915
 CS2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2915'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2915'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2915'TO STATION SITE ARE CORRECT.
 CS2915
 CS2915                          STATION RECOVERY (1963)
 CS2915
 CS2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2915'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2915'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND
 CS2915'TO BE DESTROYED.  THE DISK WAS SALVAGED FROM THE CONCRETE
 CS2915'POST.
 CS2915'
 CS2915'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GRAND PRAIRIE,
 CS2915'GO SOUTH 2.3 MILES TO A T-ROAD JUNCTION.  TURN RIGHT, GO 0.5
 CS2915'MILE TO THE INTERSECTION OF CARRIER PKWY..  TURN LEFT, GO
 CS2915'1.1 MILES TO THE JUNCTION OF BELTLINE ROAD.  TURN RIGHT,
 CS2915'GO 4.2 MILES TO WAGNER ROAD ON THE RIGHT.  TURN RIGHT, GO
 CS2915'0.7 MILE TO THE O. M. POOL RESIDENCE ON THE RIGHT AND THE
 CS2915'STATION SITE.
 CS2915
 CS2915                          STATION RECOVERY (1966)
 CS2915
 CS2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WSS)
 CS2915'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CS2915'AS DESCRIBED AND IN GOOD CONDITION.
 CS2915'
 CS2915'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES SOUTH
 CS2915'OF GRAND PRAIRIE.
 CS2915
 CS2915                          STATION RECOVERY (1967)
 CS2915
 CS2915'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1967 (SSG)
 CS2915'POOL TRIANGULATION STA.-AZ. MARK DESTROYED
 CS2915'
 CS2915'AZ. MARK COULD NOT BE RECOVERED BY DESCRIPTION GIVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0733 ***********************************************************************
 DQ0733  DESIGNATION -  POOL
 DQ0733  PID         -  DQ0733
 DQ0733  STATE/COUNTY-  TX/TERRY
 DQ0733  USGS QUAD   -  NORTH OF TOKIO (1981)
 DQ0733
 DQ0733                         *CURRENT SURVEY CONTROL
 DQ0733  ___________________________________________________________________
 DQ0733* NAD 83(1993)-  33 18 07.64761(N)    102 33 01.20402(W)     ADJUSTED  
 DQ0733* NAVD 88     -      1081.3    (meters)    3548.     (feet)  VERTCON   
 DQ0733  ___________________________________________________________________
 DQ0733  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 DQ0733  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 DQ0733
 DQ0733  HORZ ORDER  -  FIRST
 DQ0733
 DQ0733.The horizontal coordinates were established by classical geodetic methods
 DQ0733.and adjusted by the National Geodetic Survey in February 1996..
 DQ0733
 DQ0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0733
 DQ0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0733
 DQ0733.The geoid height was determined by GEOID03.
 DQ0733
 DQ0733;                    North         East     Units Scale Factor Converg.
 DQ0733;SPC TXNC     - 2,188,626.569   222,916.448   MT  0.99988214   -2 12 32.5
 DQ0733;SPC TXNC     - 7,180,519.00    731,351.71   sFT  0.99988214   -2 12 32.5
 DQ0733;UTM  13      - 3,687,459.352   728,082.250   MT  1.00024143   +1 20 44.1
 DQ0733
 DQ0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0733!SPC TXNC     -   0.99983388  x   0.99988214  =   0.99971603
 DQ0733!UTM  13      -   0.99983388  x   1.00024143  =   1.00007527
 DQ0733
 DQ0733|---------------------------------------------------------------------|
 DQ0733| PID    Reference Object                     Distance      Geod. Az  |
 DQ0733|                                                           dddmmss.s |
 DQ0733| CJ7339 POOL RM 1                            35.229 METERS 10456     |
 DQ0733| CJ7341 POOL RM 3                            15.794 METERS 13813     |
 DQ0733| CJ7338 POOL AZ MK                                         1853510.1 |
 DQ0733| CJ7340 POOL RM 2                            43.102 METERS 20319     |
 DQ0733| CJ7342 POOL RM 4                            15.205 METERS 22249     |
 DQ0733|---------------------------------------------------------------------|
 DQ0733
 DQ0733                          SUPERSEDED SURVEY CONTROL
 DQ0733
 DQ0733  NAD 83(1993)-  33 18 07.65377(N)    102 33 01.19733(W) AD(       ) 1
 DQ0733  NAD 83(1986)-  33 18 07.65425(N)    102 33 01.19725(W) AD(       ) 1
 DQ0733  NAD 27      -  33 18 07.30500(N)    102 32 59.47900(W) AD(       ) 1
 DQ0733  NGVD 29 (07/19/86) 1080.9    (m)         3546.     (f) VERT ANG       
 DQ0733
 DQ0733.Superseded values are not recommended for survey control.
 DQ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0733.See file dsdata.txt to determine how the superseded data were derived.
 DQ0733
 DQ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2808287459(NAD 83)
 DQ0733_MARKER: DS = TRIANGULATION STATION DISK
 DQ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0733
 DQ0733  HISTORY     - Date     Condition        Report By
 DQ0733  HISTORY     - 1935     MONUMENTED       CGS
 DQ0733  HISTORY     - 1938     GOOD             TXHD
 DQ0733  HISTORY     - 1970     GOOD             TEXACO
 DQ0733  HISTORY     - 1970     GOOD             USGS
 DQ0733  HISTORY     - 1971     GOOD             NGS
 DQ0733
 DQ0733                          STATION DESCRIPTION
 DQ0733
 DQ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0733'STATION IS 17 MILES, AIRLINE, NORTHWEST OF BROWNFIELD, TEXAS, IN
 DQ0733'SOUTHWEST QUARTER OF SEC. 17, BLOCK D-14.  IT IS LOCATED ON TOP
 DQ0733'OF A SANDY PASTURE HILL ABOUT 125 YARDS NORTHEAST OF A FENCE
 DQ0733'T-INTERSECTION AND 150 YARDS SOUTHEAST OF AN OLD WRECKED WINDMILL.
 DQ0733'THE STATION MARK IS SET FLUSH WITH THE GROUND.
 DQ0733'
 DQ0733'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND PROJECTS 4
 DQ0733'INCHES.
 DQ0733'
 DQ0733'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND PROJECTS
 DQ0733'4 INCHES.
 DQ0733'
 DQ0733'AZIMUTH MARK IS SOUTH OF THE STATION, 1 FOOT EAST OF A NORTH-SOUTH
 DQ0733'FENCE, 6 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, AND
 DQ0733'PROJECTS 4 INCHES.
 DQ0733'
 DQ0733'STATION IS REACHED FROM THE POST OFFICE OF THE SMALL TOWN OF
 DQ0733'TOKIO, TEXAS, BY DRIVING NORTH ON THE MAIN ROAD 6.2 MILES TO
 DQ0733'GEORGE ALEXANDERS MAIL BOX AT AN L TURN IN THE ROAD.  LEAVE
 DQ0733'MAIN ROAD, PASS THROUGH WIRE GATE AND GO EAST ON A TRACK ROAD
 DQ0733'0.3 MILE TO THE HOUSE OF MR. ALEXANDER.  ABOUT 100 YARDS WEST OF
 DQ0733'THE SOUTHWEST CORNER OF THE FEED LOT, TAKE LEFT FORK EASTERLY
 DQ0733'FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH GATE AND GO 1.2
 DQ0733'MILES TO ANOTHER GATE, PASS THROUGH THIS GATE AND TURN SHARP
 DQ0733'LEFT AND GO NORTH ALONG EAST SIDE OF FENCE 1.2 MILES TO A
 DQ0733'GATE ABOUT 30 YARDS EAST OF A FENCE T-INTERSECTION.  PASS
 DQ0733'THROUGH THIS GATE AND GO ABOUT 125 YARDS NORTHEAST TO
 DQ0733'STATION.
 DQ0733'
 DQ0733'A 30-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 DQ0733'
 DQ0733'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0733'BRONZE DISKS SET IN CONCRETE.
 DQ0733
 DQ0733                          STATION RECOVERY (1938)
 DQ0733
 DQ0733'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0733'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING STATION IS SATISFACTORY.
 DQ0733'
 DQ0733'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0733'
 DQ0733'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0733
 DQ0733                          STATION RECOVERY (1970)
 DQ0733
 DQ0733'RECOVERY NOTE BY TEXACO INCORPORATED 1970 (BLE)
 DQ0733'REF MARK 1-HAS BEEN MOVED-STILL IN GROUND.
 DQ0733'
 DQ0733'REF MARK 2-HAS BEEN REMOVED AND LAID ON SURFACE.
 DQ0733'
 DQ0733'STATION MARK-IN GOOD CONDITION.
 DQ0733'
 DQ0733'AZ. MARK-IN GOOD CONDITION.
 DQ0733'
 DQ0733'FROM POST OFFICE AT TOKIO, TEXAS, DRIVE NORTH ON PAVED ROAD 6.2
 DQ0733'MILES TO GEORGE ALEXANDERS MAIL BOX AT A CATTLE GUARD.  PROCEED
 DQ0733'NORTH ON CALICHE ROAD APPROXIMATELY .4 MILE, TAKE ROAD TO
 DQ0733'RIGHT AND PROCEED FOR APPROXIMATELY 1.1 MILES TO WHERE ROAD
 DQ0733'HITS T-INTERSECTION.  TAKE ROAD TO LEFT FOR 300 FEET THEN RIGHT
 DQ0733'AT INTERSECTION FOR .3 MILE TO INTERSECTION ON WEST SIDE OF
 DQ0733'CATTLE GUARD.  AT THE INTERSECTION TURN LEFT FOR APPROXIMATELY
 DQ0733'.6 MILE TO A CATTLE GUARD ON RIGHT SIDE OF ROAD.  PROCEED
 DQ0733'THROUGH CATTLE GUARD INTO SAND DUNES.  STATION IS ABOUT 300
 DQ0733'FEET E SE OF CATTLE GUARD.
 DQ0733
 DQ0733                          STATION RECOVERY (1970)
 DQ0733
 DQ0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DQ0733'TO REACH FROM TOKIO, GO 7.0 MILES NORTH TO END OF OIL AND
 DQ0733'CATTLEGUARD, CONTINUE 0.5 MILES TO T-RD. E., TURN RIGHT AND
 DQ0733'GO 1.2 MI. TO T-RD., TURN LEFT 0.05 MI TO T-RD., TURN RIGHT 0.3
 DQ0733'MI TO T-RD., TURN LEFT 0.6 MI. TO T-RD. E. AND CATTLEGUARD.
 DQ0733'STATION IS 214 FEET EAST BETWEEN ROADS.  STATION MARK AND
 DQ0733'AZIMUTH MARK ARE IN GOOD CONDITION.  THE REFERENCE MARKS ARE
 DQ0733'DISTURBED BY WIND EROSION OF SAND.
 DQ0733'
 DQ0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BROWNFIELD,
 DQ0733'17 MILES NW
 DQ0733
 DQ0733                          STATION RECOVERY (1971)
 DQ0733
 DQ0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DQ0733'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 DQ0733'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND PUSHED
 DQ0733'OVER.  REFERENCE MARKS NO. 3 AND NO. 4 WERE SET.
 DQ0733'
 DQ0733'A NEW DESCRIPTION FOLLOWS--
 DQ0733'
 DQ0733'THE STATION IS LOCATED ABOUT 17 MILES NORTHWEST OF BROWNFIELD
 DQ0733'AND 9 MILES NORTH OF TOKIO, IN THE SW 1/4 OF SEC. 17, BLOCK
 DQ0733'D-14, ON A LOW SANDY HILL IN AN OIL FIELD IN PASTURE LAND.
 DQ0733'THE PROPERTY IS OWNED BY HEIRS OF THE POOL FAMILY AND IS LEASED
 DQ0733'BY THE PAN AMERICAN OIL COMPANY.
 DQ0733'
 DQ0733'THE STATION MARK IS A STANDARD DISK STAMPED POOL 1935, SET IN
 DQ0733'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 DQ0733'214 FEET EAST-SOUTHEAST OF THE CENTER OF THE CATTLE GUARD LEADING
 DQ0733'INTO THE PASTURE, 112 FEET SOUTH OF THE CENTER OF A BLADED
 DQ0733'EAST-WEST ROAD, AND 4.0 FEET NORTH OF A METAL WITNESS POST.
 DQ0733'
 DQ0733'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED POOL 1935 NO
 DQ0733'3 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DQ0733'10-INCHES.  IT IS 158 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 DQ0733'ROAD, AND 48 FEET SOUTHEAST OF THE METAL WITNESS POST.
 DQ0733'
 DQ0733'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED POOL 1935 NO
 DQ0733'4 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 7-INCHES.
 DQ0733'IT IS 195 FEET SOUTHEAST OF THE CENTER OF THE CATTLE GUARD, 133
 DQ0733'FEET EAST OF A BLADED ROAD SOUTH, AND 48 FEET SOUTHWEST OF THE
 DQ0733'METAL WITNESS POST.
 DQ0733'
 DQ0733'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 DQ0733'POOL AZIMUTH 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH
 DQ0733'PROJECTS 1-INCH.  IT IS 227 FEET EAST OF A GRADED ROAD,
 DQ0733'1 FOOT WEST OF A NORTH-SOUTH FENCE, AND 1.0 FOOT NORTH OF A
 DQ0733'METAL WITNESS POST.
 DQ0733'
 DQ0733'THE PUMP SHAFT ON THE OIL WELL IS THE POINT OBSERVED.  A SIGN
 DQ0733'ON THE PUMP IS, PAN AMERICAN PETROLEUM CO. NORTHWEST PRENTICE
 DQ0733'UNIT, WELL NO. 11.
 DQ0733'
 DQ0733'TO REACH THE STATION FROM THE POST OFFICE IN TOKIO AT THE
 DQ0733'JUNCTION OF U.S. HIGHWAYS 82 AND 380, AND A PAVED ROAD NORTH, GO
 DQ0733'NORTH ON THE PAVED ROAD FOR 7.3 MILES TO THE END OF PAVING AT
 DQ0733'A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE NORTH FOR
 DQ0733'0.45 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 1.15
 DQ0733'MILES TO A T ROAD, TURN LEFT AND GO NORTH 0.05 MILE TO A SIDE
 DQ0733'ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.35 MILE TO A SIDE ROAD
 DQ0733'LEFT, TURN LEFT AND GO NORTH 0.15 MILE TO THE AZIMUTH MARK ON
 DQ0733'THE RIGHT AS DESCRIBED, CONTINUE NORTH FOR 0.5 MILE TO A
 DQ0733'CATTLE GUARD IN AN NORTH-SOUTH FENCE LINE ON THE RIGHT AND THE
 DQ0733'STATION AS DESCRIBED.
 DQ0733'
 DQ0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9
 DQ0733'MILES NORTH OF TOKIO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0260 ***********************************************************************
 BB0260  DESIGNATION -  POOL
 BB0260  PID         -  BB0260
 BB0260  STATE/COUNTY-  TX/PRESIDIO
 BB0260  USGS QUAD   -  CERROS PRIETOS (1983)
 BB0260
 BB0260                         *CURRENT SURVEY CONTROL
 BB0260  ___________________________________________________________________
 BB0260* NAD 83(1993)-  29 56 28.49466(N)    104 14 02.74574(W)     ADJUSTED  
 BB0260* NAVD 88     -      1600.     (meters)    5249.     (feet)  SCALED    
 BB0260  ___________________________________________________________________
 BB0260  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 BB0260  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BB0260
 BB0260  HORZ ORDER  -  SECOND
 BB0260
 BB0260.The horizontal coordinates were established by classical geodetic methods
 BB0260.and adjusted by the National Geodetic Survey in February 1996..
 BB0260
 BB0260.The orthometric height was scaled from a topographic map.
 BB0260
 BB0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0260
 BB0260.The geoid height was determined by GEOID03.
 BB0260
 BB0260;                    North         East     Units Scale Factor Converg.
 BB0260;SPC TXSC     - 4,244,921.597    94,893.882   MT  0.99991908   -2 33 51.3
 BB0260;SPC TXSC     -13,926,880.27    311,331.01   sFT  0.99991908   -2 33 51.3
 BB0260;UTM  13      - 3,312,521.825   573,914.251   MT  0.99966740   +0 22 56.2
 BB0260
 BB0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0260!SPC TXSC     -   0.99975216  x   0.99991908  =   0.99967126
 BB0260!UTM  13      -   0.99975216  x   0.99966740  =   0.99941964
 BB0260
 BB0260|---------------------------------------------------------------------|
 BB0260| PID    Reference Object                     Distance      Geod. Az  |
 BB0260|                                                           dddmmss.s |
 BB0260| CI0216 POOL RM 1                             5.217 METERS 22939     |
 BB0260| CI0217 POOL RM 2                             8.294 METERS 33225     |
 BB0260| CI0215 POOL AZ MK                                         3465327.6 |
 BB0260|---------------------------------------------------------------------|
 BB0260
 BB0260                          SUPERSEDED SURVEY CONTROL
 BB0260
 BB0260  NAD 83(1986)-  29 56 28.48841(N)    104 14 02.74355(W) AD(       ) 2
 BB0260  NAD 27      -  29 56 27.87800(N)    104 14 01.05600(W) AD(       ) 2
 BB0260
 BB0260.Superseded values are not recommended for survey control.
 BB0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0260.See file dsdata.txt to determine how the superseded data were derived.
 BB0260
 BB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP7391412522(NAD 83)
 BB0260_MARKER: DD = SURVEY DISK
 BB0260_SETTING: 66 = SET IN ROCK OUTCROP
 BB0260
 BB0260  HISTORY     - Date     Condition        Report By
 BB0260  HISTORY     - 1942     MONUMENTED       CGS
 BB0260
 BB0260                          STATION DESCRIPTION
 BB0260
 BB0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (EHB)
 BB0260'STATION IS ON THE HIGHEST BALD HILL OF A GROUP OF HILLS
 BB0260'LYING ABOUT 29 MILES SW OF MARFA AND ABOUT 0.5 MILE E OF THE
 BB0260'MARFA TO PRESIDIO HIGHWAY.
 BB0260'
 BB0260'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A ROCK
 BB0260'OUTCROP.  STAMPED POOL 1942.
 BB0260'
 BB0260'REFERENCE MARK NO. 1, SW OF THE STATION, IS A BRONZE DISK
 BB0260'SET IN A DRILL HOLE IN A BEDROCK OUTCROP.  STAMPED POOL
 BB0260'NO. 1 1942.
 BB0260'
 BB0260'REFERENCE MARK NO. 2, NW OF THE STATION, IS A BRONZE DISK
 BB0260'SET IN A DRILL HOLE IN A BEDROCK OUTCROP.  STAMPED POOL NO.
 BB0260'2 1942.
 BB0260'
 BB0260'THE AZIMUTH MARK SET IN THE E SIDE OF A HIGHWAY CULVERT ABOUT
 BB0260'100 YARDS S OF THE END OF TRUCK TRAVEL AND 0.75 MILE NW OF
 BB0260'THE STATION.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 BB0260'CONCRETE RIM OF THE BRIDGE CULVERT.  STAMPED POOL 1942.
 BB0260'
 BB0260'TO REACH FROM MARFA GO S ON THE PAVED HIGHWAY TOWARD PRESIDIO,
 BB0260'FROM THE STOP SIGN ON U.S. HIGHWAY 90, FOR 29.3 MILES TO A
 BB0260'BOARD GATE AND A SMALL WIRE FENCE CORRAL ON THE LEFT.  THIS
 BB0260'IS THE END OF TRUCK TRAVEL.  FROM HERE PACK SSE ALONG A SHEEP
 BB0260'TIGHT FENCE TO THE TOP OF THE RIDGE AND THEN E TO THE TOP OF
 BB0260'THE HILL AND STATION.
 BB0260'
 BB0260'NOTE--WINDMILL OBSERVED FROM THIS STATION IS ABOUT 5.0 MILES
 BB0260'N OF THE STATION AND 0.6 MILE E OF THE HIGHWAY RUNNING BETWEEN
 BB0260'MARFA AND PRESIDIO.  THE WINDMILL TOWER IS PAINTED RED AND THE
 BB0260'VANES ARE MADE OF STEEL.  A LOW RED STEEL WATER TANK IS LOCATED
 BB0260'ABOUT 50 FEET E OF THE TOWER.
 BB0260'
 BB0260'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2280 ***********************************************************************
 BL2280  DESIGNATION -  POOL USFS LOOKOUT TOWER
 BL2280  PID         -  BL2280
 BL2280  STATE/COUNTY-  TX/MONTGOMERY
 BL2280  USGS QUAD   -  SAN JACINTO (1997)
 BL2280
 BL2280                         *CURRENT SURVEY CONTROL
 BL2280  ___________________________________________________________________
 BL2280* NAD 83(1993)-  30 30 53.69873(N)    095 43 25.82233(W)     ADJUSTED  
 BL2280* NAVD 88     -                                                        
 BL2280  ___________________________________________________________________
 BL2280  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BL2280  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL2280
 BL2280  HORZ ORDER  -  THIRD
 BL2280
 BL2280.The horizontal coordinates were established by classical geodetic methods
 BL2280.and adjusted by the National Geodetic Survey in February 1996..
 BL2280
 BL2280
 BL2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2280
 BL2280.The geoid height was determined by GEOID03.
 BL2280
 BL2280;                    North         East     Units Scale Factor Converg.
 BL2280;SPC TX C     - 3,103,197.945 1,142,275.852   MT  0.99991755   +2 22 27.0
 BL2280;SPC TX C     -10,181,075.26  3,747,616.69   sFT  0.99991755   +2 22 27.0
 BL2280;UTM  15      - 3,379,000.825   238,610.775   MT  1.00044296   -1 23 01.9
 BL2280
 BL2280                          SUPERSEDED SURVEY CONTROL
 BL2280
 BL2280  NAD 83(1986)-  30 30 53.71222(N)    095 43 25.80543(W) AD(       ) 4
 BL2280  NAD 27      -  30 30 52.99200(N)    095 43 24.99500(W) AD(       ) 3
 BL2280
 BL2280.Superseded values are not recommended for survey control.
 BL2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2280.See file dsdata.txt to determine how the superseded data were derived.
 BL2280
 BL2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3861179001(NAD 83)
 BL2280_MARKER: 57 = LOOKOUT TOWER
 BL2280
 BL2280  HISTORY     - Date     Condition        Report By
 BL2280  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2280
 BL2280                          STATION DESCRIPTION
 BL2280
 BL2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2280'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF
 BL2280'RICHARDS.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING
 BL2280'A TIN BUILDING WHICH IS 7 BY 7 FEET SQUARE AND 8 FEET HIGH.
 BL2280'THE TIN BUILDING HAS A 4 SIDED ROOF WHICH COMES TO A POINT.
 BL2280'THE OVERALL HEIGHT IS 112 FEET.
 BL2280'
 BL2280'TO REACH THE STATION FROM THE DEPOT IN RICHARDS, GO NORTH
 BL2280'ON FARM ROAD 146 FOR 0.4 MILE TO A POINT WHERE THE ROAD TURNS
 BL2280'EAST.  TURN RIGHT, EAST AND FOLLOW FARM ROAD 146 EAST-SOUTHEAST
 BL2280'FOR 8.0 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH,
 BL2280'ON A DIRT ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 BL2280'DESCRIBED.
 BL2280'
 BL2280'THE HIGHEST POINT OF THE ROOF AT THE TOP OF THE TIN BUILDING
 BL2280'WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0210 ***********************************************************************
 AM0210  DESIGNATION -  POOLE
 AM0210  PID         -  AM0210
 AM0210  STATE/COUNTY-  TX/MATAGORDA
 AM0210  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0210
 AM0210                         *CURRENT SURVEY CONTROL
 AM0210  ___________________________________________________________________
 AM0210* NAD 83(1993)-  28 47 55.57116(N)    095 50 42.40367(W)     ADJUSTED  
 AM0210* NAVD 88     -         4.93   (+/-2cm)      16.2    (feet)  VERTCON   
 AM0210  ___________________________________________________________________
 AM0210  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AM0210  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AM0210
 AM0210  HORZ ORDER  -  FIRST
 AM0210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0210
 AM0210.The horizontal coordinates were established by classical geodetic methods
 AM0210.and adjusted by the National Geodetic Survey in February 1996..
 AM0210
 AM0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0210.The vertical order pertains to the NGVD 29 superseded value.
 AM0210
 AM0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0210
 AM0210.The geoid height was determined by GEOID03.
 AM0210
 AM0210;                    North         East     Units Scale Factor Converg.
 AM0210;SPC TXSC     - 4,111,151.193   907,936.243   MT  0.99990671   +1 32 44.2
 AM0210;SPC TXSC     -13,488,001.87  2,978,787.49   sFT  0.99990671   +1 32 44.2
 AM0210;UTM  15      - 3,189,014.712   222,289.666   MT  1.00055186   -1 22 17.3
 AM0210
 AM0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0210!SPC TXSC     -   1.00000341  x   0.99990671  =   0.99991012
 AM0210!UTM  15      -   1.00000341  x   1.00055186  =   1.00055527
 AM0210
 AM0210|---------------------------------------------------------------------|
 AM0210| PID    Reference Object                     Distance      Geod. Az  |
 AM0210|                                                           dddmmss.s |
 AM0210| AM0211 POOLE RM 1                           68.992 METERS 06933     |
 AM0210| AM0520 GULF MUNICIPAL TANK                 APPROX. 9.2 KM 2095224.3 |
 AM0210| AM0529 WADSWORTH ROUGLEY GIN CO TANK       APPROX. 9.6 KM 2933006.9 |
 AM0210| AM0527 POOLE CATTLE CO SOUTHEAST SILO      APPROX. 5.0 KM 3104510.7 |
 AM0210| AM0528 POOLE CATTLE CO NORTHWEST SILO      APPROX. 5.1 KM 3105654.0 |
 AM0210| AM0209 POOLE RM 2                                         3180335.9 |
 AM0210| AM0533 BAY CITY MUNICIPAL TANK             APPROX.23.5 KM 3295228.7 |
 AM0210|---------------------------------------------------------------------|
 AM0210
 AM0210                          SUPERSEDED SURVEY CONTROL
 AM0210
 AM0210  NAD 83(1986)-  28 47 55.57954(N)    095 50 42.38449(W) AD(       ) 1
 AM0210  NAD 27      -  28 47 54.64000(N)    095 50 41.54200(W) AD(       ) 1
 AM0210  NGVD 29 (??/??/92)    4.972  (m)           16.31   (f) ADJ UNCH    2 0
 AM0210
 AM0210.Superseded values are not recommended for survey control.
 AM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0210.See file dsdata.txt to determine how the superseded data were derived.
 AM0210
 AM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM2229089015(NAD 83)
 AM0210_MARKER: DS = TRIANGULATION STATION DISK
 AM0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0210_STAMPING: POOLE 1931
 AM0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0210+STABILITY: SURFACE MOTION
 AM0210
 AM0210  HISTORY     - Date     Condition        Report By
 AM0210  HISTORY     - 1931     MONUMENTED       CGS
 AM0210  HISTORY     - 1934     GOOD             TXHD
 AM0210  HISTORY     - 1935     GOOD             CGS
 AM0210  HISTORY     - 1937     GOOD             TXHD
 AM0210  HISTORY     - 1942     GOOD             CGS
 AM0210  HISTORY     - 1942     GOOD             NGS
 AM0210  HISTORY     - 1969     GOOD             CGS
 AM0210
 AM0210                          STATION DESCRIPTION
 AM0210
 AM0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AM0210'ABOUT 15 MILES SE OF BAY CITY AND 6 MILES SE OF WADSWORTH, ON
 AM0210'LAND OWNED BY POOLE CATTLE COMPANY, OF BAY CITY, NEAR A LARGE
 AM0210'DIPPING CORRAL SW OF THE ROAD, 239 FEET SW OF THE CATTLE
 AM0210'GATE ON S SIDE OF DIRT ROAD, 199.5 FEET FROM AN ARTESIAN
 AM0210'WELL AND CONCRETE WATER TROUGH, 44.0 FEET N OF NW CORNER
 AM0210'OF CONCRETE DIPPING VAT, AND 29.0 FEET E OF BOARD FENCE
 AM0210'AROUND CORRAL.
 AM0210'
 AM0210'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 AM0210'MARKS IN CONCRETE.  UPPER MARK IS FLUSH WITH GROUND.
 AM0210'
 AM0210'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN SQUARE
 AM0210'CONCRETE MONUMENTS.
 AM0210'
 AM0210'REFERENCE MARK NO. 1 IS FLUSH WITH GROUND, 37.75 FEET S OF
 AM0210'NW CORNER OF CATTLE ENCLOSURE, 1.2 FEET W OF FENCE, AND
 AM0210'226.35 FEET FROM STATION, N 69 DEG 33 MIN E.  REFERENCE
 AM0210'MARK NO. 2 PROJECTS 6 INCHES ABOVE GROUND, IS 30.5 FEET
 AM0210'S OF CENTER LINE OF DIRT ROAD FROM WADSWORTH TO DIPPING
 AM0210'CORRAL, 28.5 FEET W OF CENTER OF GATE, 0.4 FOOT N OF FENCE
 AM0210'LINE, AND APPROXIMATELY 1/4 MILE FROM STATION, N 41 DEG 56 MIN W.
 AM0210'
 AM0210'STATION REACHED FROM WADSWORTH BY GOING E ON DIRT ROAD 2.8
 AM0210'MILES, THEN S 1.1 MILES TO FORK AT CANAL, AND THERE TURNING
 AM0210'LEFT ALONG CANAL FOR 1.1 MILES TO FORK.  KEEP TO LEFT ALONG
 AM0210'CANAL FOR 0.4 MILE, THEN RIGHT ALONG CANAL 2.2 MILES TO GATE
 AM0210'OPENING INTO A LARGE DIPPING CORRAL ON RIGHT OF ROAD, AND
 AM0210'THENCE TO STATION.  THERE IS A SLIGHT JOG TO THE N IN THE
 AM0210'ROAD E FROM WADSWORTH.  BEARING FROM STATION OF GULF, MUNICIPAL
 AM0210'TANK, APPROXIMATELY 7 MILES DISTANT IS S 29 DEG 52 MIN W.
 AM0210
 AM0210                          STATION RECOVERY (1934)
 AM0210
 AM0210'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1934
 AM0210'STATION FOUND AS DESCRIBED, EXCEPT THE DIRECTIONS TO REACH
 AM0210'THIS STATION SHOULD BE CHANGED TO READ AS FOLLOWS--REACHED
 AM0210'FROM WADSWORTH BY GOING E ON A DIRT ROAD 2.8 MILES, THENCE
 AM0210'S 1.1 MILES TO FORK AT CANAL.  TURN LEFT ALONG CANAL FOR 1.1
 AM0210'MILES TO FORK, KEEP LEFT ALONG CANAL 0.4 MILE, THENCE RIGHT,
 AM0210'ALONG CANAL 0.75 MILE TO AN ANGLE IN ROAD, THENCE LEFT ON
 AM0210'ROAD 1-1/4 MILES TO A GATE OPENING INTO A LARGE DIPPING
 AM0210'CORRAL ON RIGHT-HAND SIDE OF THE ROAD AND TO THE STATION.
 AM0210'THERE IS A SLIGHT JOG TO THE N IN THE ROAD FROM WADSWORTH.
 AM0210
 AM0210                          STATION RECOVERY (1935)
 AM0210
 AM0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AM0210'STATION RECOVERED.  ALL MARKS IN GOOD CONDITION.  DESCRIPTION
 AM0210'BY F.L.G. 1931 IS CORRECT EXCEPT THAT REFERENCE MARK NO. 1
 AM0210'IS SW OF THE EASTERLY CORNER OF CATTLE ENCLOSURE INSTEAD
 AM0210'OF S OF THE NW CORNER.
 AM0210'
 AM0210'THE STATION WAS NOT OCCUPIED BY THIS PARTY.
 AM0210
 AM0210                          STATION RECOVERY (1937)
 AM0210
 AM0210'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AM0210'STATION RECOVERED.  ALL MARKS IN GOOD CONDITION.
 AM0210
 AM0210                          STATION RECOVERY (1942)
 AM0210
 AM0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AM0210'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AM0210'CONDITION.
 AM0210'
 AM0210'STATION IS ON LAND OWNED BY THE POOLE CATTLE COMPANY, NEAR
 AM0210'DIPPING CORRAL ON THE SW SIDE OF THE ROAD, ABOUT 240 FEET
 AM0210'SW OF WOODEN GATE IN FENCE ON THE SW SIDE OF THE ROAD AND
 AM0210'ABOUT 200 FEET S OF AN ARTESIAN WELL NEAR CONCRETE WATER
 AM0210'TANK.  IT IS 44 FEET N OF THE NW CORNER OF CONCRETE DIPPING
 AM0210'VAT, 29 FEET E OF BOARD FENCE AROUND CORRAL AND 2.8 FEET E OF
 AM0210'A 4- BY 4-INCH WOODEN MARKER POST.  THE STATION MARK IS
 AM0210'ABOUT FLUSH WITH THE SURFACE OF THE GROUND.  STATION MARK
 AM0210'IS STAMPED POOLE 1931.
 AM0210'
 AM0210'REFERENCE MARK NO. 1 IS STAMPED POOLE NO. 1
 AM0210'1931.  IT IS 226.4 FEET SE OF THE STATION, 67 FEET SW OF THE
 AM0210'CENTER LINE OF THE ROAD, 37.8 FEET W OF THE SE CORNER OF
 AM0210'LOT AROUND DIPPING CORRALS AND 1.2 FEET N OF FENCE.  THE
 AM0210'MONUMENT PROJECTS ABOUT 0.3 FOOT.
 AM0210'
 AM0210'REFERENCE MARK NO. 2 IS STAMPED POOLE NO. 2 1931.
 AM0210'IT IS ABOUT 0.25 MILE N OF THE STATION, ABOUT 204 FEET W
 AM0210'OF A SHARP CURVE, 30.5 FEET S OF AND ABOUT THE SAME ELEVATION
 AM0210'AS THE CENTER LINE OF THE ROAD, 28.5 FEET W OF THE CENTER
 AM0210'OF A GATE, 2.6 FEET W OF A 4- BY 4-INCH WOODEN MARKER POST
 AM0210'AND 0.5 FOOT N OF FENCE.  THE MONUMENT PROJECTS ABOUT 0.6
 AM0210'FOOT.
 AM0210'
 AM0210'STATION IS REACHED FROM THE SANTA FE RAILROAD STATION AT
 AM0210'WADSWORTH--PROCEED 7.6 MILES SOUTHEASTERLY ALONG COUNTY ROADS
 AM0210'TO THE SITE OF THE STATION.
 AM0210
 AM0210                          STATION RECOVERY (1942)
 AM0210
 AM0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AM0210'7.6 MI SE FROM WADSWORTH.
 AM0210'7.6 MILES SOUTHEAST OF WADSWORTH.  THIS BENCH MARK MAY BE REACHED FROM
 AM0210'THE GULF, COLORADO AND SANTA FE RAILWAY STATION BY GOING 2.85 MILES
 AM0210'EAST, 1.1 MILES SOUTH, AND 1.1 MILES SOUTHEAST ALONG SHELL ROADS,
 AM0210'THENCE 0.45 MILE EAST, 0.7 MILE SOUTHEAST, 1.1 MILES EAST, AND 0.3
 AM0210'MILE SOUTHEAST ALONG COUNTY ROADS.  IT IS 0.3 MILE NORTHWEST OF THE
 AM0210'CROSSING OF A LEVEE, ON LAND OWNED IN 1942 BY THE POOLE CATTLE CO.,
 AM0210'NEAR A DIPPING CORRAL ON THE SOUTHWEST SIDE OF THE ROAD, 240 FEET
 AM0210'SOUTHWEST OF A WOODEN GATE IN THE RIGHT-OF-WAY FENCE, 200 FEET SOUTH
 AM0210'OF AN ARTESIAN WELL AND A CONCRETE WATER TANK, 44 FEET NORTH OF THE
 AM0210'NORTHWEST CORNER OF A CONCRETE DIPPING TANK, 29 FEET EAST OF A BOARD
 AM0210'FENCE, AND 2.8 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AM0210'TRIANGULATION-STATION DISK, STAMPED POOLE 1931 AND SET IN THE TOP OF A
 AM0210'CONCRETE POST FLUSH WITH THE GROUND.
 AM0210
 AM0210                          STATION RECOVERY (1969)
 AM0210
 AM0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0210'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 AM0210'FOUND IN EXCELLENT CONDITION.
 AM0210'
 AM0210'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AM0210'
 AM0210'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF BAY CITY,
 AM0210'6 MILES SOUTHEAST OF WADSWORTH AND NEAR A LARGE DIPPING
 AM0210'VAT AND CATTLE CORRALS.  IT IS 44 FEET NORTH OF THE NORTHWEST
 AM0210'CORNER OF THE CONCRETE DIPPING VAT, 52 FEET NORTHWEST OF THE
 AM0210'NORTHEAST CORNER OF THE VAT, 19 FEET EAST OF THE NORTHEAST
 AM0210'CORNER OF THE VAT, 70 FEET WEST OF THE SOUTHWEST CORNER
 AM0210'OF AN OLD CHIMNEY AND 142.5 FEET SOUTH OF A WELL.  THE MONUMENT
 AM0210'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED POOLE 1931.
 AM0210'
 AM0210'REFERENCE MARK NO. 1 IS 226.5 FEET SOUTHEAST OF
 AM0210'THE STATION, 48 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 AM0210'OF THE MAIN ROAD, 9 FEET SOUTHWEST OF A GATE POST AND 7
 AM0210'FEET EAST-NORTHEAST OF A FENCE POST (PAINTED WHITE WITH
 AM0210'A BLUE TOP).  THE MONUMENT IS 4 INCHES BELOW GROUND SURFACE
 AM0210'AND THE DISK IS STAMPED POOLE NO. 1 1931.
 AM0210'
 AM0210'REFERENCE MARK NO. 2 IS ABOUT 0.3 MILE NORTH
 AM0210'OF THE STATION, 27 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 AM0210'OF THE MAIN ROAD, 45 FEET SOUTH OF THE CENTER OF A GATE,
 AM0210'IN A FENCE LINE, 1 FOOT EAST OF A STEEL WITNESS POST.  THE
 AM0210'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED POOLE
 AM0210'NO. 2 1931.
 AM0210'
 AM0210'TO REACH THE STATION FROM THE POST OFFICE IN WADSWORTH, GO
 AM0210'SOUTH ON STATE HIGHWAY 60 FOR 0.2 MILE TO A SIDEROAD LEFT.
 AM0210'TURN LEFT AND GO NORTHEASTERLY ON A PAVED AND SHELL ROAD FOR
 AM0210'3.55 MILES TO A SIDEROAD LEFT.  CONTINUE STRAIGHT AHEAD ON
 AM0210'THE MAIN TRAVELED ROAD FOR 2.25 MILES TO AN IRRIGATION DITCH
 AM0210'CROSSING.  CROSS THE DITCH, CURVE LEFT AND GO EAST ON THE
 AM0210'MAIN TRAVELED ROAD FOR 1.0 MILE TO REFERENCE MARK NO. 2
 AM0210'(AZIMUTH MARK) ON THE RIGHT.  CONTINUE ON THE MAIN ROAD
 AM0210'FOR 0.3 MILE TO A GATE AND THE STATION ON THE RIGHT AS
 AM0210'DESCRIBED.
 AM0210'
 AM0210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15
 AM0210'MILES SOUTHEAST OF BAY CITY, OR 6 MILES SOUTHEAST OF WADSWORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0528 ***********************************************************************
 AM0528  DESIGNATION -  POOLE CATTLE CO NORTHWEST SILO
 AM0528  PID         -  AM0528
 AM0528  STATE/COUNTY-  TX/MATAGORDA
 AM0528  USGS QUAD   -  WADSWORTH (1972)
 AM0528
 AM0528                         *CURRENT SURVEY CONTROL
 AM0528  ___________________________________________________________________
 AM0528* NAD 83(1993)-  28 49 43.52107(N)    095 53 03.70787(W)     ADJUSTED  
 AM0528* NAVD 88     -                                                        
 AM0528  ___________________________________________________________________
 AM0528  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AM0528  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0528
 AM0528  HORZ ORDER  -  THIRD
 AM0528
 AM0528.The horizontal coordinates were established by classical geodetic methods
 AM0528.and adjusted by the National Geodetic Survey in February 1996..
 AM0528
 AM0528
 AM0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0528
 AM0528.The geoid height was determined by GEOID03.
 AM0528
 AM0528;                    North         East     Units Scale Factor Converg.
 AM0528;SPC TXSC     - 4,114,370.428   904,017.484   MT  0.99990198   +1 31 35.0
 AM0528;SPC TXSC     -13,498,563.65  2,965,930.70   sFT  0.99990198   +1 31 35.0
 AM0528;UTM  15      - 3,192,431.493   218,537.367   MT  1.00057776   -1 23 30.3
 AM0528
 AM0528                          SUPERSEDED SURVEY CONTROL
 AM0528
 AM0528  NAD 83(1986)-  28 49 43.52920(N)    095 53 03.68835(W) AD(       ) 4
 AM0528  NAD 27      -  28 49 42.59000(N)    095 53 02.85000(W) AD(       ) 3
 AM0528
 AM0528.Superseded values are not recommended for survey control.
 AM0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0528.See file dsdata.txt to determine how the superseded data were derived.
 AM0528
 AM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM1853792431(NAD 83)
 AM0528_MARKER: 64 = SILO
 AM0528
 AM0528  HISTORY     - Date     Condition        Report By
 AM0528  HISTORY     - 1931     FIRST OBSERVED   CGS
 AM0528
 AM0528                          STATION DESCRIPTION
 AM0528
 AM0528'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0527 ***********************************************************************
 AM0527  DESIGNATION -  POOLE CATTLE CO SOUTHEAST SILO
 AM0527  PID         -  AM0527
 AM0527  STATE/COUNTY-  TX/MATAGORDA
 AM0527  USGS QUAD   -  WADSWORTH (1972)
 AM0527
 AM0527                         *CURRENT SURVEY CONTROL
 AM0527  ___________________________________________________________________
 AM0527* NAD 83(1993)-  28 49 42.53431(N)    095 53 03.38421(W)     ADJUSTED  
 AM0527* NAVD 88     -                                                        
 AM0527  ___________________________________________________________________
 AM0527  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AM0527  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0527
 AM0527  HORZ ORDER  -  THIRD
 AM0527
 AM0527.The horizontal coordinates were established by classical geodetic methods
 AM0527.and adjusted by the National Geodetic Survey in February 1996..
 AM0527
 AM0527
 AM0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0527
 AM0527.The geoid height was determined by GEOID03.
 AM0527
 AM0527;                    North         East     Units Scale Factor Converg.
 AM0527;SPC TXSC     - 4,114,340.296   904,027.063   MT  0.99990203   +1 31 35.2
 AM0527;SPC TXSC     -13,498,464.79  2,965,962.12   sFT  0.99990203   +1 31 35.2
 AM0527;UTM  15      - 3,192,400.892   218,545.406   MT  1.00057770   -1 23 30.1
 AM0527
 AM0527                          SUPERSEDED SURVEY CONTROL
 AM0527
 AM0527  NAD 83(1986)-  28 49 42.54244(N)    095 53 03.36469(W) AD(       ) 4
 AM0527  NAD 27      -  28 49 41.61000(N)    095 53 02.52000(W) AD(       ) 3
 AM0527
 AM0527.Superseded values are not recommended for survey control.
 AM0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0527.See file dsdata.txt to determine how the superseded data were derived.
 AM0527
 AM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM1854592401(NAD 83)
 AM0527_MARKER: 64 = SILO
 AM0527
 AM0527  HISTORY     - Date     Condition        Report By
 AM0527  HISTORY     - 1931     FIRST OBSERVED   CGS
 AM0527
 AM0527                          STATION DESCRIPTION
 AM0527
 AM0527'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0211 ***********************************************************************
 AM0211  DESIGNATION -  POOLE RM 1
 AM0211  PID         -  AM0211
 AM0211  STATE/COUNTY-  TX/MATAGORDA
 AM0211  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0211
 AM0211                         *CURRENT SURVEY CONTROL
 AM0211  ___________________________________________________________________
 AM0211* NAD 83(1986)-  28 47 54.     (N)    095 50 38.     (W)     SCALED    
 AM0211* NAVD 88     -         4.54   (+/-2cm)      14.9    (feet)  VERTCON   
 AM0211  ___________________________________________________________________
 AM0211  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AM0211
 AM0211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0211
 AM0211.The horizontal coordinates were scaled from a topographic map and have
 AM0211.an estimated accuracy of +/- 6 seconds.
 AM0211
 AM0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0211.The vertical order pertains to the NGVD 29 superseded value.
 AM0211
 AM0211.The geoid height was determined by GEOID03.
 AM0211
 AM0211;                    North         East    Units  Estimated Accuracy
 AM0211;SPC TXSC     - 4,111,110.      908,060.      MT  (+/- 180 meters Scaled)
 AM0211
 AM0211                          SUPERSEDED SURVEY CONTROL
 AM0211
 AM0211  NGVD 29 (??/??/92)    4.585  (m)           15.04   (f) ADJ UNCH    2 0
 AM0211
 AM0211.Superseded values are not recommended for survey control.
 AM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0211.See file dsdata.txt to determine how the superseded data were derived.
 AM0211
 AM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM224889(NAD 83)
 AM0211_MARKER: DR = REFERENCE MARK DISK
 AM0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0211_STAMPING: POOLE NO 1 1931
 AM0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0211+STABILITY: SURFACE MOTION
 AM0211
 AM0211  HISTORY     - Date     Condition        Report By
 AM0211  HISTORY     - 1931     MONUMENTED       CGS
 AM0211  HISTORY     - 1942     GOOD             NGS
 AM0211
 AM0211                          STATION DESCRIPTION
 AM0211
 AM0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AM0211'7.6 MI SE FROM WADSWORTH.
 AM0211'227 FEET SOUTHEAST OF TRIANGULATION STATION POOLE DESCRIBED ABOVE, 67
 AM0211'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 37.8 FEET WEST OF THE
 AM0211'SOUTHEAST CORNER OF A LOT, AND 1.2 FEET NORTH OF A FENCE.  A STANDARD
 AM0211'REFERENCE-MARK DISK, STAMPED POOLE NO 1 1931 AND SET IN THE TOP OF A
 AM0211'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0209 ***********************************************************************
 AM0209  DESIGNATION -  POOLE RM 2
 AM0209  PID         -  AM0209
 AM0209  STATE/COUNTY-  TX/MATAGORDA
 AM0209  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0209
 AM0209                         *CURRENT SURVEY CONTROL
 AM0209  ___________________________________________________________________
 AM0209* NAD 83(1986)-  28 48 06.     (N)    095 50 53.     (W)     SCALED    
 AM0209* NAVD 88     -         3.78   (+/-2cm)      12.4    (feet)  VERTCON   
 AM0209  ___________________________________________________________________
 AM0209  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AM0209
 AM0209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0209
 AM0209.The horizontal coordinates were scaled from a topographic map and have
 AM0209.an estimated accuracy of +/- 6 seconds.
 AM0209
 AM0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0209.The vertical order pertains to the NGVD 29 superseded value.
 AM0209
 AM0209.The geoid height was determined by GEOID03.
 AM0209
 AM0209;                    North         East    Units  Estimated Accuracy
 AM0209;SPC TXSC     - 4,111,460.      907,640.      MT  (+/- 180 meters Scaled)
 AM0209
 AM0209                          SUPERSEDED SURVEY CONTROL
 AM0209
 AM0209  NGVD 29 (??/??/92)    3.824  (m)           12.55   (f) ADJ UNCH    2 0
 AM0209
 AM0209.Superseded values are not recommended for survey control.
 AM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0209.See file dsdata.txt to determine how the superseded data were derived.
 AM0209
 AM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM220893(NAD 83)
 AM0209_MARKER: DR = REFERENCE MARK DISK
 AM0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0209_STAMPING: POOLE NO 2 1931
 AM0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0209+STABILITY: SURFACE MOTION
 AM0209
 AM0209  HISTORY     - Date     Condition        Report By
 AM0209  HISTORY     - 1931     MONUMENTED       CGS
 AM0209  HISTORY     - 1942     GOOD             NGS
 AM0209
 AM0209                          STATION DESCRIPTION
 AM0209
 AM0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AM0209'7.6 MI SE FROM WADSWORTH.
 AM0209'0.25 MILE NORTHWEST OF TRIANGULATION STATION POOLE DESCRIBED BELOW,
 AM0209'204 FEET WEST OF A CURVE IN THE ROAD, 30.5 FEET SOUTH OF THE
 AM0209'CENTERLINE OF THE ROAD, 28.5 FEET WEST OF THE CENTER OF A GATE, 0.5
 AM0209'FOOT NORTH OF A FENCE, 2.6 FEET WEST OF A WHITE WOODEN WITNESS POST,
 AM0209'AND LEVEL WITH THE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED
 AM0209'POOLE NO 2 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 AM0209'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1368 ***********************************************************************
 DN1368  DESIGNATION -  POOLVILLE
 DN1368  PID         -  DN1368
 DN1368  STATE/COUNTY-  TX/WISE
 DN1368  USGS QUAD   -  GIBTOWN (1976)
 DN1368
 DN1368                         *CURRENT SURVEY CONTROL
 DN1368  ___________________________________________________________________
 DN1368* NAD 83(1993)-  33 00 19.33685(N)    097 54 05.25417(W)     ADJUSTED  
 DN1368* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 DN1368  ___________________________________________________________________
 DN1368  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DN1368  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DN1368
 DN1368  HORZ ORDER  -  SECOND
 DN1368
 DN1368.The horizontal coordinates were established by classical geodetic methods
 DN1368.and adjusted by the National Geodetic Survey in February 1996..
 DN1368
 DN1368.The orthometric height was scaled from a topographic map.
 DN1368
 DN1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1368
 DN1368.The geoid height was determined by GEOID03.
 DN1368
 DN1368;                    North         East     Units Scale Factor Converg.
 DN1368;SPC TXNC     - 2,148,607.846   655,924.736   MT  0.99987295   +0 19 35.2
 DN1368;SPC TXNC     - 7,049,224.24  2,151,979.74   sFT  0.99987295   +0 19 35.2
 DN1368;UTM  14      - 3,652,418.318   602,617.435   MT  0.99972984   +0 35 54.4
 DN1368
 DN1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1368!SPC TXNC     -   0.99994432  x   0.99987295  =   0.99981728
 DN1368!UTM  14      -   0.99994432  x   0.99972984  =   0.99967418
 DN1368
 DN1368|---------------------------------------------------------------------|
 DN1368| PID    Reference Object                     Distance      Geod. Az  |
 DN1368|                                                           dddmmss.s |
 DN1368| CY2866 POOLVILLE RM 1                       23.537 METERS 09130     |
 DN1368| CY2865 POOLVILLE AZ MK                                    1521023.3 |
 DN1368| CT0989 EL PASO FORT WORTH AWY BCN 48       APPROX.46.6 KM 2283241.9 |
 DN1368| CY2867 POOLVILLE RM 2                       22.707 METERS 33715     |
 DN1368|---------------------------------------------------------------------|
 DN1368
 DN1368                          SUPERSEDED SURVEY CONTROL
 DN1368
 DN1368  NAD 83(1993)-  33 00 19.33599(N)    097 54 05.24356(W) AD(       ) 2
 DN1368  NAD 83(1986)-  33 00 19.33975(N)    097 54 05.23950(W) AD(       ) 2
 DN1368  NAD 27      -  33 00 18.90600(N)    097 54 04.11900(W) AD(       ) 2
 DN1368
 DN1368.Superseded values are not recommended for survey control.
 DN1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1368.See file dsdata.txt to determine how the superseded data were derived.
 DN1368
 DN1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0261752418(NAD 83)
 DN1368_MARKER: DS = TRIANGULATION STATION DISK
 DN1368_SETTING: 0 = UNSPECIFIED SETTING
 DN1368
 DN1368  HISTORY     - Date     Condition        Report By
 DN1368  HISTORY     - 1946     MONUMENTED       CGS
 DN1368  HISTORY     - 1950     GOOD             CGS
 DN1368  HISTORY     - 1958     GOOD             USGS
 DN1368  HISTORY     - 1960     GOOD             CGS
 DN1368
 DN1368                          STATION DESCRIPTION
 DN1368
 DN1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 DN1368'STATION IS LOCATED APPROXIMATELY 2.5 MILES NW OF THE TOWN
 DN1368'OF POOLVILLE, ON THE HIGHEST OF SEVERAL SAND HILLS, ABOUT
 DN1368'0.5 MILE NW OF THE J.M. SELLS FARM, 2 FEET N OF A 4-STRAND
 DN1368'BARBED-WIRE FENCE, 6 FEET ENE OF A WHITE WOODEN WITNESS
 DN1368'POST, 75 FEET SE OF AN OLD CISTERN, AND 30 FEET SW OF A
 DN1368'10-INCH SCRUB OAK TREE.
 DN1368'
 DN1368'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 DN1368'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED POOLVILLE
 DN1368'1946 AND PROJECTS 2 INCHES.
 DN1368'
 DN1368'REFERENCE MARK 1 IS 77.23 FEET E OF THE STATION, 1 FOOT
 DN1368'N OF A 4-STRAND BARBED-WIRE FENCE, AND 5 FEET S OF A 6-INCH
 DN1368'SCRUB OAK TREE.  IT IS A BRONZE REFERENCE DISK, STAMPED
 DN1368'POOLVILLE NO 1 1946 AND SET IN THE TOP OF A CONCRETE POST.
 DN1368'
 DN1368'REFERENCE MARK 2 IS 74.50 FEET NW OF THE STATION, 63 FEET
 DN1368'N OF AN E-W BARBED-WIRE FENCE, AND 5 FEET E OF AN OLD CISTERN.
 DN1368'IT IS A BRONZE REFERENCE DISK, STAMPED POOLVILLE NO 2 1946
 DN1368'AND IS SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS 2
 DN1368'INCHES.
 DN1368'
 DN1368'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SE OF THE STATION,
 DN1368'2 FEET S OF A 2-STRAND BARBED-WIRE FENCE, 3 FEET SE OF A
 DN1368'WHITE WOODEN WITNESS POST, 22 FEET S OF THE APPROXIMATE
 DN1368'CENTER LINE OF A GRAVEL ROAD, AND 100 FEET SW OF THE SW
 DN1368'CORNER OF A BARN ACROSS THE ROAD.  IT IS A BRONZE AZIMUTH
 DN1368'DISK, STAMPED POOLVILLE 1946, AND IS SET IN THE TOP OF A
 DN1368'CONCRETE POST.  IT PROJECTS 2 INCHES.
 DN1368'
 DN1368'TO REACH THE STATION FROM POOLVILLE GO W FROM THE SW CORNER
 DN1368'OF THE SQUARE ON A GRADED ROAD FOR 0.6 MILE TO A T-ROAD
 DN1368'RIGHT.  TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD N FOR
 DN1368'0.7 MILE, HERE FOLLOW MAIN TRAVELED ROAD N AND W FOR 1.7
 DN1368'MILES TO THE J.M. SELLS FARM ON THE RIGHT.  CONTINUE W FOR
 DN1368'0.55 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.  FOLLOW
 DN1368'MAIN TRAVELED ROAD W FOR 0.25 MILE, THEN TURN RIGHT AND
 DN1368'GO N UP AN OLD FARM LANE FOR 0.4 MILE TO A WASHED-OUT CORNER
 DN1368'AND GATE IN THE FENCE.  GO THROUGH GATE IN FENCE AND E UP
 DN1368'HILL ON A DIM TRACK ROAD FOR 0.1 MILE TO TOP OF HILL AND
 DN1368'STATION AS DESCRIBED.
 DN1368'
 DN1368'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DN1368
 DN1368                          STATION RECOVERY (1950)
 DN1368
 DN1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN1368'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1368'IT IS IN JACK COUNTY AND NOT WISE COUNTY AS DESCRIBED.
 DN1368
 DN1368                          STATION RECOVERY (1958)
 DN1368
 DN1368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1368'THE AZIMUTH MARK HAS BEEN WASHED OUT OF THE GROUND AND IS
 DN1368'LAYING ON THE SOUTH SIDE OF THE ROAD.
 DN1368'
 DN1368'THE DESCRIPTION OF HOW TO REACH THE STATION WAS FOUND TO
 DN1368'BE INADEQUATE.  TO REACH THE STATION FROM THE SOUTHWEST CORNER
 DN1368'OF THE SQUARE IN POOLVILLE, GO WEST FOR 0.7 MILE TO T-ROAD
 DN1368'NORTH, THENCE NORTH FOR 0.8 MILE, WEST AND NORTH FOR 1.1
 DN1368'MILE TO A ROAD FORK, LEFT (WEST) FOR 1.3 MILES TO J. M. SELLS
 DN1368'HOUSE.  THEN GO WEST FOR 0.35 MILE TO A T-ROAD NORTH, NORTH
 DN1368'FOR 0.5 MILE TO A GATE, PASS THROUGH GATE AND GO EAST FOR
 DN1368'0.25 MILE TO TOP OF HILL AND STATION SITE.
 DN1368
 DN1368                          STATION RECOVERY (1960)
 DN1368
 DN1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1368'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1368'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK HAS BEEN
 DN1368'DUG UP AND IS LAYING BESIDE THE ROAD.  DIRECTIONS FOR PROCEEDING
 DN1368'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1372 ***********************************************************************
 DM1372  DESIGNATION -  POPE
 DM1372  PID         -  DM1372
 DM1372  STATE/COUNTY-  TX/FRANKLIN
 DM1372  USGS QUAD   -  NEW HOPE (1965)
 DM1372
 DM1372                         *CURRENT SURVEY CONTROL
 DM1372  ___________________________________________________________________
 DM1372* NAD 83(1993)-  33 05 36.96963(N)    095 07 43.64229(W)     ADJUSTED  
 DM1372* NAVD 88     -       167.3    (meters)     549.     (feet)  VERTCON   
 DM1372  ___________________________________________________________________
 DM1372  X           -    -478,166.512 (meters)                     COMP
 DM1372  Y           -  -5,327,516.050 (meters)                     COMP
 DM1372  Z           -   3,462,737.157 (meters)                     COMP
 DM1372  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DM1372  ELLIP HEIGHT-         140.79  (meters)          (02/16/96) GPS OBS
 DM1372  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DM1372
 DM1372  HORZ ORDER  -  FIRST
 DM1372  ELLP ORDER  -  FIFTH     CLASS I
 DM1372
 DM1372.The horizontal coordinates were established by classical geodetic methods
 DM1372.and adjusted by the National Geodetic Survey in February 1996..
 DM1372
 DM1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1372
 DM1372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1372
 DM1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1372
 DM1372.The ellipsoidal height was determined by GPS observations
 DM1372.and is referenced to NAD 83.
 DM1372
 DM1372.The geoid height was determined by GEOID03.
 DM1372
 DM1372;                    North         East     Units Scale Factor Converg.
 DM1372;SPC TXNC     - 2,163,281.224   914,623.360   MT  0.99987289   +1 50 19.1
 DM1372;SPC TXNC     - 7,097,365.15  3,000,726.81   sFT  0.99987289   +1 50 19.1
 DM1372;UTM  15      - 3,663,679.566   301,328.999   MT  1.00008668   -1 09 45.8
 DM1372
 DM1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1372!SPC TXNC     -   0.99997790  x   0.99987289  =   0.99985079
 DM1372!UTM  15      -   0.99997790  x   1.00008668  =   1.00006457
 DM1372
 DM1372|---------------------------------------------------------------------|
 DM1372| PID    Reference Object                     Distance      Geod. Az  |
 DM1372|                                                           dddmmss.s |
 DM1372| CY2869 POPE RM 1                           100.874 METERS 05326     |
 DM1372| DM1370 MT PLEASANT RAD STA KIMP MAST       APPROX.13.9 KM 0551635.3 |
 DM1372| CY2870 POPE RM 2                            67.178 METERS 15440     |
 DM1372| CY2868 POPE AZ MK                                         1725920.3 |
 DM1372|---------------------------------------------------------------------|
 DM1372
 DM1372                          SUPERSEDED SURVEY CONTROL
 DM1372
 DM1372  NAD 83(1993)-  33 05 36.97206(N)    095 07 43.63914(W) AD(       ) 1
 DM1372  ELLIP H (01/21/93)  140.59   (m)                       GP(       ) 4 2
 DM1372  NAD 83(1986)-  33 05 36.97152(N)    095 07 43.62846(W) AD(       ) 1
 DM1372  NAD 27      -  33 05 36.54250(N)    095 07 42.84510(W) AD(       ) 1
 DM1372  NGVD 29 (10/18/91)  167.3    (m)          549.     (f) GPS OBS        
 DM1372
 DM1372.Superseded values are not recommended for survey control.
 DM1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1372.See file dsdata.txt to determine how the superseded data were derived.
 DM1372
 DM1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS0132963680(NAD 83)
 DM1372_MARKER: DS = TRIANGULATION STATION DISK
 DM1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1372_SP_SET: CONCRETE POST
 DM1372_STAMPING: POPE 1950
 DM1372_MARK LOGO: CGS   
 DM1372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1372+STABILITY: SURFACE MOTION
 DM1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1372+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1991
 DM1372
 DM1372  HISTORY     - Date     Condition        Report By
 DM1372  HISTORY     - 1950     MONUMENTED       CGS
 DM1372  HISTORY     - 1950     GOOD             CGS
 DM1372  HISTORY     - 1956     GOOD             CGS
 DM1372  HISTORY     - 19910319 GOOD             NGS
 DM1372
 DM1372                          STATION DESCRIPTION
 DM1372
 DM1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1372'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHEAST OF MT
 DM1372'VERNON, 9-1/2 MILES SOUTHWEST OF MOUNT PLEASANT, AND 11-1/2
 DM1372'MILES NORTHWEST OF PITTSBURG ON A BARE TOPPED SANDY HILL.
 DM1372'THIS HILL IS THE HIGHEST GROUND IN THE VICINITY.  IT IS 73
 DM1372'PACES WEST OF A FENCELINE AND 89 PACES NORTH OF A FENCE.  THE
 DM1372'MARK IS SET 8 INCHES BELOW THE SURFACE OF THE GROUND AND
 DM1372'THE DISK IS STAMPED POPE 1950.
 DM1372'
 DM1372'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE AND 3 FEET
 DM1372'SOUTH-SOUTHWEST OF A GATE POST.  THE MARK PROJECTS 4 INCHES
 DM1372'AND THE DISK IS STAMPED POPE NO 1 1950.
 DM1372'
 DM1372'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A FENCE AND 64 FEET
 DM1372'WEST OF A FENCE CORNER.  THE MARK PROJECTS 5 INCHES AND THE
 DM1372'DISK IS STAMPED POPE NO 2 1950.
 DM1372'
 DM1372'THE AZIMUTH MARK IS 1.3 FEET NORTH OF A FENCE, 2.3 FEET WEST
 DM1372'OF A WHITE WITNESS POST, 23.6 FEET EAST OF AN ELM TREE AND
 DM1372'47 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 21.  THE
 DM1372'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED POPE 1950.
 DM1372'
 DM1372'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271
 DM1372'AND STATE HIGHWAY 11 IN PITTSBURG, GO WEST ON STATE HIGHWAY 11
 DM1372'FOR 5 MILES TO JUNCTION OF STATE HIGHWAYS 11 AND 21.  TURN
 DM1372'RIGHT ON STATE HIGHWAY 21 AND GO NORTHERLY FOR 7.1 MILES TO
 DM1372'A T ROAD.  TURN LEFT AND GO WEST FOR 0.55 MILE TO THE AZIMUTH
 DM1372'MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON WEST FOR 0.55
 DM1372'MILE TO A SIDE ROAD RIGHT, JUST AFTER PASSING A SMALL WHITE
 DM1372'CHURCH.  TURN RIGHT (THIS IS A VERY SHARP TURN) AND GO EAST
 DM1372'THEN NORTH FOR 0.25 MILE TO A GATE.  PASS THROUGH GATE AND GO
 DM1372'EAST AND SOUTH OVER DIM TRACK ROAD FOR 0.35 MILE TO THE TOP
 DM1372'OF HILL AND THE STATION AS DESCRIBED.
 DM1372'
 DM1372'A 90 FOOT SIGNAL AT STATION PARK IS VG.
 DM1372'
 DM1372'A 90 FOOT SIGNAL AT STATION PARCHMAN IS VG.
 DM1372'
 DM1372'A 77 FOOT SIGNAL AT STATION MT PLEASANT IS VG.
 DM1372'
 DM1372'A 77 FOOT SIGNAL AT STATION KILFOYL IS VG.
 DM1372'
 DM1372'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 DM1372
 DM1372                          STATION RECOVERY (1950)
 DM1372
 DM1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 DM1372'RECOVERED IN GOOD CONDITION.
 DM1372
 DM1372                          STATION RECOVERY (1956)
 DM1372
 DM1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JHH)
 DM1372'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1372'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1372'TO STATION SITE ARE CORRECT.
 DM1372
 DM1372                          STATION RECOVERY (1991)
 DM1372
 DM1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DM1372'STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF MOUNT VERNON,
 DM1372'9.5 MI (15.3 KM) SOUTHWEST OF MOUNT PLEASANT, 11.5 MI (18.5 KM)
 DM1372'NORTHWEST OF PITTSBURG ON THE HIGHEST BARE TOPPED SANDY HILL IN THE
 DM1372'VICINITY.  OWNERSHIP--TERRY RULE, PHONE IS 903-588-2523. CONTACT MUST
 DM1372'BE MADE BEFORE DRIVING ON PROPERTY.
 DM1372'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 DM1372'ROUTE 11, LOCATED NEAR THE MIDDLE OF PITTSBURG, GO WEST ALONG STATE
 DM1372'ROUTE 11 FOR 5.85 MI (9.41 KM) TO THE JUNCTION OF FARM ROAD 21 ON THE
 DM1372'RIGHT. TURN RIGHT, NORTHERLY, ALONG FARM ROAD 21 FOR 7.55 MI
 DM1372'(12.15 KM) TO A STOP SIGN AND THE T JUNCTION OF COUNTY ROAD 2882 TO
 DM1372'THE RIGHT AND FARM ROAD 21 TO THE LEFT. TURN LEFT, WEST, ALONG FARM
 DM1372'ROAD 21 FOR 1.0 MI (1.6 KM) TO A DIRT DRIVEWAY ON THE RIGHT. TURN
 DM1372'RIGHT, NORTH, ON DRIVEWAY FOR ABOUT 85 FT (25.9 M) TO A CATTLE GUARD.
 DM1372'CROSS OVER THE CATTLE GUARD TO A GATE ON THE RIGHT. TURN RIGHT, EAST,
 DM1372'PASSING THROUGH GATE THEN MAKE A HARD TURN LEFT, NORTH. NOTE-STAY
 DM1372'WITH DESCRIPTION FROM HERE DUE TO SPRINGS IN PASTURE.  GO NORTH ALONG
 DM1372'EAST SIDE OF FENCELINE STAYING CLOSE TO FENCELINE FOR 0.05 MI
 DM1372'(0.08 KM) TO JUNCTION OF A FENCELINE RUNNING EAST-WEST. TURN RIGHT,
 DM1372'EAST, AND GO 0.05 MI (0.08 KM) TO A CORNER FENCE POST ON THE LEFT AND
 DM1372'A POWERLINE POLE STRAIGHT AHEAD. STAY TO THE LEFT OF POWERLINE POLE
 DM1372'AND GO NORTHEASTERLY FOR ABOUT 0.05 MI (0.08 KM) TO A BLUE METAL BARN
 DM1372'AND A DIRT PATH.  NOTE-STAY TO THE SOUTH AND EAST SIDE OF BARN.
 DM1372'FOLLOW DIRT PATH ON THE SOUTH SIDE OF BARN AROUND TO THE EAST SIDE OF
 DM1372'BARN FOR ABOUT 0.05 MI (0.08 KM) TO THE END OF THE DIRT PATH. TURN
 DM1372'RIGHT, SOUTH, AND GO 0.1 MI (0.2 KM) TO THE TOP OF HILL, A LONE PINE
 DM1372'TREE AND THE STATION.
 DM1372'STATION IS 50.3 FT (15.3 M) SOUTH OF A 22-INCH PINE TREE, 217.0 FT
 DM1372'(66.1 M) WEST OF A NORTH-SOUTH FENCELINE, AND ABOUT 1.0 FT (0.3 M)
 DM1372'BELOW THE GROUND SURFACE.  NO WITNESS POST SET DUE TO OWNERS REQUEST.
 DM1372'NOTE-PROPERTY OWNER MUST BE NOTIFIED OF WORK SCHEDULE.  TAKE SHOVEL,
 DM1372'CLOSE ALL GATES, BEWARE OF DRIVING INTO SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0909 ***********************************************************************
 CB0909  DESIGNATION -  POPE SILO
 CB0909  PID         -  CB0909
 CB0909  STATE/COUNTY-  TX/TOM GREEN
 CB0909  USGS QUAD   -  MOUNT NEBO (1978)
 CB0909
 CB0909                         *CURRENT SURVEY CONTROL
 CB0909  ___________________________________________________________________
 CB0909* NAD 83(1993)-  31 36 15.79125(N)    100 35 49.27441(W)     ADJUSTED  
 CB0909* NAVD 88     -                                                        
 CB0909  ___________________________________________________________________
 CB0909  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CB0909  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CB0909
 CB0909  HORZ ORDER  -  THIRD
 CB0909
 CB0909.The horizontal coordinates were established by classical geodetic methods
 CB0909.and adjusted by the National Geodetic Survey in February 1996..
 CB0909
 CB0909
 CB0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0909
 CB0909.The geoid height was determined by GEOID03.
 CB0909
 CB0909;                    North         East     Units Scale Factor Converg.
 CB0909;SPC TX C     - 3,214,840.710   674,978.565   MT  0.99993697   -0 08 08.9
 CB0909;SPC TX C     -10,547,356.56  2,214,492.18   sFT  0.99993697   -0 08 08.9
 CB0909;UTM  14      - 3,497,692.943   348,499.854   MT  0.99988309   -0 50 13.5
 CB0909
 CB0909                          SUPERSEDED SURVEY CONTROL
 CB0909
 CB0909  NAD 83(1986)-  31 36 15.79841(N)    100 35 49.25988(W) AD(       ) 4
 CB0909  NAD 27      -  31 36 15.23800(N)    100 35 47.89800(W) AD(       ) 3
 CB0909
 CB0909.Superseded values are not recommended for survey control.
 CB0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0909.See file dsdata.txt to determine how the superseded data were derived.
 CB0909
 CB0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4850097693(NAD 83)
 CB0909_MARKER: 64 = SILO
 CB0909
 CB0909  HISTORY     - Date     Condition        Report By
 CB0909  HISTORY     - 1943     FIRST OBSERVED   CGS
 CB0909
 CB0909                          STATION DESCRIPTION
 CB0909
 CB0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0909'STATION IS A LARGE STONE SILO LOCATED ABOUT 3.0 MILES S OF
 CB0909'CARLSBAD, 1.5 MILES E OF U.S. HIGHWAY 87, 300 YARDS SE OF A ROAD
 CB0909'INTERSECTION AND ON A FARM OCCUPIED BY J.E. POPE.  THE SILO IS
 CB0909'ABOUT 50 FEET HIGH, CONSTRUCTED OF GRAY STONE BLOCKS AND HAS
 CB0909'A TIN ROOF.  THIS CAN SERVE AS AN AZIMUTH MARK FOR STATION
 CB0909'CARLSBAD.  AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1585 ***********************************************************************
 AB1585  DESIGNATION -  PORFIRIO
 AB1585  PID         -  AB1585
 AB1585  STATE/COUNTY-  TX/WILLACY
 AB1585  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB1585
 AB1585                         *CURRENT SURVEY CONTROL
 AB1585  ___________________________________________________________________
 AB1585* NAD 83(1993)-  26 24 07.96728(N)    097 38 55.99822(W)     ADJUSTED  
 AB1585* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AB1585  ___________________________________________________________________
 AB1585  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 AB1585  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AB1585
 AB1585  HORZ ORDER  -  SECOND
 AB1585
 AB1585.The horizontal coordinates were established by classical geodetic methods
 AB1585.and adjusted by the National Geodetic Survey in February 1996..
 AB1585
 AB1585.The orthometric height was scaled from a topographic map.
 AB1585
 AB1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1585
 AB1585.The geoid height was determined by GEOID03.
 AB1585
 AB1585;                    North         East     Units Scale Factor Converg.
 AB1585;SPC TX S     - 5,081,779.929   384,914.111   MT  0.99994902   +0 23 11.1
 AB1585;SPC TX S     -16,672,472.98  1,262,839.05   sFT  0.99994902   +0 23 11.1
 AB1585;UTM  14      - 2,920,934.270   634,759.926   MT  0.99982421   +0 36 03.2
 AB1585
 AB1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1585!SPC TX S     -   1.00000253  x   0.99994902  =   0.99995155
 AB1585!UTM  14      -   1.00000253  x   0.99982421  =   0.99982674
 AB1585
 AB1585|---------------------------------------------------------------------|
 AB1585| PID    Reference Object                     Distance      Geod. Az  |
 AB1585|                                                           dddmmss.s |
 AB1585| CV2815 PORFIRIO RM 1                        17.486 METERS 01840     |
 AB1585| CV2816 PORFIRIO RM 2                        23.250 METERS 14829     |
 AB1585| CV2814 PORFIRIO AZ MK                                     2681746.1 |
 AB1585| AB1648 LYFORD MUNICIPAL TANK               APPROX.14.2 KM 2734038.2 |
 AB1585|---------------------------------------------------------------------|
 AB1585
 AB1585                          SUPERSEDED SURVEY CONTROL
 AB1585
 AB1585  NAD 83(1986)-  26 24 07.97853(N)    097 38 55.96153(W) AD(       ) 2
 AB1585  NAD 27      -  26 24 06.72600(N)    097 38 54.99700(W) AD(       ) 2
 AB1585
 AB1585.Superseded values are not recommended for survey control.
 AB1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1585.See file dsdata.txt to determine how the superseded data were derived.
 AB1585
 AB1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3476020934(NAD 83)
 AB1585_MARKER: DS = TRIANGULATION STATION DISK
 AB1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1585+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AB1585
 AB1585  HISTORY     - Date     Condition        Report By
 AB1585  HISTORY     - 1949     MONUMENTED       CGS
 AB1585  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB1585  HISTORY     - 20011203 GOOD             LOCSUR
 AB1585
 AB1585                          STATION DESCRIPTION
 AB1585
 AB1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1585'THE STATION IS LOCATED ABOUT 9 MILES EAST OF LYFORD, ABOUT
 AB1585'3 MILES WEST OF PORFIRIO, 39.5 FEET SOUTHWEST FROM THE SOUTHWEST
 AB1585'CORNER OF A GARAGE, 35 FEET NORTH FROM THE CENTER OF THE
 AB1585'HIGHWAY, AND IS ON PROPERTY OWNED BY MR. R.D. SMITH OF
 AB1585'RAYMONDVILLE.  IT IS STAMPED PORFIRIO 1949 AND IS 12 INCHES
 AB1585'BELOW THE SURFACE OF THE GROUND.
 AB1585'
 AB1585'REFERENCE MARK NO. 1 IS 6 FEET WEST OF THE NORTHWEST CORNER
 AB1585'OF THE GARAGE.  IT IS STAMPED PORFIRIO NO 1 1949 AND PROJECTS
 AB1585'1 INCH.
 AB1585'
 AB1585'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE, 30 FEET SOUTH
 AB1585'FROM THE CENTER OF THE HIGHWAY, AND 3 FEET WEST FROM A POWER
 AB1585'LINE POLE.  IT IS STAMPED PORIFIRIO NO 2 1949 AND PROJECTS
 AB1585'1 INCH.
 AB1585'
 AB1585'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AB1585'NO. 2 IS 121.31 FEET.
 AB1585'
 AB1585'THE AZIMUTH MARK IS LOCATED 41 FEET WEST FROM A FENCE CORNER,
 AB1585'31 FEET SOUTH FROM THE CENTER OF THE HIGHWAY, 3 FEET EAST
 AB1585'OF A WITNESS POST, AND 1 FOOT NORTH OF THE FENCE LINE.  IT
 AB1585'IS STAMPED PORFIRIO 1949 AND PROJECTS 3 INCHES.
 AB1585'
 AB1585'TO REACH THE STATION FROM THE RAILROAD STATION IN LYFORD,
 AB1585'GO SOUTH ON U.S. HIGHWAY 77 FOR 0.65 MILE TO A T-ROAD ON THE
 AB1585'LEFT, (FARM ROAD 498) TURN LEFT AND FOLLOW ROUTE 498 EAST
 AB1585'FOR 8.5 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 AB1585'EAST FOR 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AB1585'
 AB1585'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AB1585
 AB1585                          STATION RECOVERY (1954)
 AB1585
 AB1585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1585'THE SURFACE MARK WAS NOT FOUND.  THE UNDERGROUND MARK WAS
 AB1585'NOT SEARCHED FOR.  REFERENCE MARK NO. 1 WAS FOUND.  REFERENCE
 AB1585'MARK NO. 2 BELIEVED DESTROYED.  THE UNDERGROUND MARK IS
 AB1585'PROBABLY IN PLACE AND WOULD REQUIRE EXTENSIVE EXCAVATION TO FIND.
 AB1585
 AB1585                          STATION RECOVERY (2001)
 AB1585
 AB1585'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SR)
 AB1585'ALL REFERENCE TIES HAVE BEEN DESTROYED.  STATION (POSSIBLY UNDERGROUND
 AB1585'MARK)IS APPROXIMATELY 1.5 MILES EAST OF THE INTESECTION OF FARM MARKET
 AB1585'507 AND FARM MARKET 1018.  HAND HELD GPS HIGHLY RECOMMENDED.  A 1/2
 AB1585'INCH IRON ROD WAS DRIVEN BESIDE CONCRETE MASS OF DISK TO FACILITATE
 AB1585'FUTURE RECOVERIES.  STATION IS APPORXIMATELY 1.2 FEET BELOW GROUND
 AB1585'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6515 ***********************************************************************
 AW6515  DESIGNATION -  PORT
 AW6515  PID         -  AW6515
 AW6515  STATE/COUNTY-  TX/HARRIS
 AW6515  USGS QUAD   -  PARK PLACE (1995)
 AW6515
 AW6515                         *CURRENT SURVEY CONTROL
 AW6515  ___________________________________________________________________
 AW6515* NAD 83(1993)-  29 44 49.96250(N)    095 16 59.17279(W)     ADJUSTED  
 AW6515* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 AW6515  ___________________________________________________________________
 AW6515  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6515  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6515
 AW6515  HORZ ORDER  -  FIRST
 AW6515
 AW6515.The horizontal coordinates were established by classical geodetic methods
 AW6515.and adjusted by the National Geodetic Survey in February 1996..
 AW6515
 AW6515.The orthometric height was scaled from a topographic map.
 AW6515
 AW6515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6515
 AW6515.The geoid height was determined by GEOID03.
 AW6515
 AW6515;                    North         East     Units Scale Factor Converg.
 AW6515;SPC TXSC     - 4,217,822.140   959,434.539   MT  0.99988904   +1 49 15.4
 AW6515;SPC TXSC     -13,837,971.47  3,147,744.82   sFT  0.99988904   +1 49 15.4
 AW6515;UTM  15      - 3,292,958.264   279,214.127   MT  1.00020149   -1 07 59.8
 AW6515
 AW6515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6515!SPC TXSC     -   0.99999328  x   0.99988904  =   0.99988233
 AW6515!UTM  15      -   0.99999328  x   1.00020149  =   1.00019477
 AW6515
 AW6515|---------------------------------------------------------------------|
 AW6515| PID    Reference Object                     Distance      Geod. Az  |
 AW6515|                                                           dddmmss.s |
 AW6515| CV6671 PORT RM 1                             7.269 METERS 02741     |
 AW6515| AW6425 HOUSTON POWER AND LIGHT CO TK       APPROX. 6.2 KM 1170205.5 |
 AW6515| AW6503 MAID                                APPROX. 3.2 KM 1453847.9 |
 AW6515| AW6651 HOUSTON ESPERSON BLDG DOME          APPROX. 8.0 KM 2791459.6 |
 AW6515| AW6663 HOUSTON GULF BUILDING FLAGPOLE      APPROX. 7.9 KM 2792505.6 |
 AW6515| AW6517 GRAIN 1931                            1.615 METERS 33054     |
 AW6515|---------------------------------------------------------------------|
 AW6515
 AW6515                          SUPERSEDED SURVEY CONTROL
 AW6515
 AW6515  NAD 83(1986)-  29 44 49.97750(N)    095 16 59.15380(W) AD(       ) 1
 AW6515  NAD 27      -  29 44 49.15695(N)    095 16 58.38514(W) AD(       ) 1
 AW6515
 AW6515.Superseded values are not recommended for survey control.
 AW6515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6515.See file dsdata.txt to determine how the superseded data were derived.
 AW6515
 AW6515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7921492958(NAD 83)
 AW6515_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW6515_SETTING: 0 = UNSPECIFIED SETTING
 AW6515
 AW6515  HISTORY     - Date     Condition        Report By
 AW6515  HISTORY     - 1931     MONUMENTED       CGS
 AW6515  HISTORY     - 1942     GOOD             CGS
 AW6515  HISTORY     - 1952     GOOD             CGS
 AW6515  HISTORY     - 1955     GOOD             CGS
 AW6515  HISTORY     - 1957     GOOD             TXHD
 AW6515  HISTORY     - 1968     GOOD             CGS
 AW6515  HISTORY     - 19960615 GOOD             USPSQD
 AW6515
 AW6515                          STATION DESCRIPTION
 AW6515
 AW6515'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW6515'NEAR CENTER OF HIGHEST PART OF HOUSTON PORT COMMISSION CONCRETE
 AW6515'GRAIN ELEVATOR, 1.615 METERS (5.30 FEET) S 28 DEG 25 MIN E.
 AW6515'FROM METAL FLAGPOLE NEAR CENTER OF ROOF.  FLAGPOLE IS
 AW6515'HYDROGRAPHIC AND TOPOGRAPHIC SIGNAL GRAIN.  STATION IS MARKED
 AW6515'BY A STANDARD STATION DISK SET INTO CONCRETE ROOF.  ROOF
 AW6515'HAS A COATING OF TAR AND GRAVEL AND MARK MAY BE COVERED TO
 AW6515'A DEPTH OF ONE-HALF TO 1 INCH.
 AW6515'
 AW6515'REFERENCE MARK IS A STANDARD REFERENCE DISK SET FLUSH IN
 AW6515'TOP STEP OF ELEVATOR MOTORO HOUSE, ON E EDGE OF ROOF, 7.280
 AW6515'METERS (23.88 FEET) FROM STATION.
 AW6515'THE GRAIN ELEVATOR IS E OF THE TURNING BASIN IN THE HARRISBURG
 AW6515'INDUSTRIAL DISTRICT AND IS BEST REACHED FROM MAIN STREET,
 AW6515'HOUSTON, VIA FRANKLIN STREET AND NAVIGATION BOULEVARD.
 AW6515
 AW6515                          STATION RECOVERY (1942)
 AW6515
 AW6515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6515'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION OF
 AW6515'DIFFERENCE OF 0.03 FOOT IN THE DISTANCE TO REFERENCE MARK NO. 1.
 AW6515'
 AW6515'STATION IS LOCATED IN THE E EDGE OF HOUSTON, NEAR THE CENTER
 AW6515'OF THE LARGE CONCRETE GRAIN ELEVATOR OF THE HOUSTON PORT
 AW6515'COMMISSION.  MARK IS SET IN A DRILL HOLE IN THE CONCRETE
 AW6515'ROOF WHICH HAS A COVERING OF 1/2 TO 1 INCH OF TAR AND GRAVEL.
 AW6515'IT IS STAMPED PORT 1931.
 AW6515'
 AW6515'THE REFERENCE MARK IS NNE OF THE STATION, SET IN A DRILL
 AW6515'HOLE IN CONCRETE AT THE TOP STEP OF THE STAIRS TO THE ELEVATOR
 AW6515'MOTOR HOUSE WHICH IS ON THE E EDGE OF THE ROOF.  IT IS STAMPED
 AW6515'PORT NO. 1 1931.
 AW6515'
 AW6515'GRAIN 1931, ESTABLISHED BY J.A.B., WAS LOCATED BY DISTANCE
 AW6515'AND DIRECTION.
 AW6515'
 AW6515'TRIANGULATION STATION MAID 1931 IS THE AZIMUTH MARK FOR THIS
 AW6515'STATION.  IT IS LOCATED IN THE EASTERN PART OF THE HARRISBURG
 AW6515'INDUSTRIAL DISTRICT OF HOUSTON, ON THE HIGHEST SUPER-STRUCTURE
 AW6515'OF THE CONCRETE GRAIN ELEVATOR OF THE BEST MAID FLOUR MILL.
 AW6515'THE ROOF IS ABOUT 30 BY 60 FEET.  THE STATION IS 20.5 FEET S
 AW6515'OF THE N COPING, 4.7 FEET W OF THE E COPING, AND 4.309 METERS
 AW6515'E OF THE CENTER OF THE BASE OF A FLAGPOLE WHICH IS BELIEVED
 AW6515'TO BE HYDROGRPAHIC AND TOPOGRAPHIC STATION FLOUR.  THE MARK
 AW6515'IS A STANDARD STATION DISK SET IN A DRILL HOLE IN THE
 AW6515'CONCRETE FLOOR.  IT IS STAMPED MAID 1931.
 AW6515
 AW6515                          STATION RECOVERY (1952)
 AW6515
 AW6515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6515'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 AW6515'1931 DESCRIPTION IS ADEQUATE, EXCEPT THAT THE METAL FLAGPOLE
 AW6515'HAS BEEN REMOVED.  THE BASE OF THE FLAGPOLE STILL REMAINS
 AW6515'AND IS COVERED WITH A 5-IN. CAST-IRON CAP WHICH PROJECTS
 AW6515'6 IN. ABOVE THE ROOF.
 AW6515
 AW6515                          STATION RECOVERY (1955)
 AW6515
 AW6515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6515'THE STATION MARK, REFERENCE MARK, AND GRAIN (AS NOTED IN THE
 AW6515'1952 RECOVERY) WERE RECOVERED IN GOOD CONDITION, EXCEPT FOR
 AW6515'A DISCREPANCY OF 5 FT 40 IN TO THE REFERENCE MARK AS COMPARED
 AW6515'TO THE 1942 VALUE.  THE 1942 DESCRIPTION IS ADEQUATE.
 AW6515
 AW6515                          STATION RECOVERY (1957)
 AW6515
 AW6515'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1957 (SAM)
 AW6515'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6515
 AW6515                          STATION RECOVERY (1968)
 AW6515
 AW6515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6515'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 AW6515'CONDITION.  A 0.009 METER SHORTER DISTANCE WAS NOTED AND CHECKED
 AW6515'ON THE DISTANCE TO REFERENCE MARK 1.  THE FLAGPOLE (STATION
 AW6515'GRAIN 1931) HAS BEEN TAKEN DOWN, HOWEVER, AN EIGHT INCH
 AW6515'LENGTH OF PIPE STILL REMAINS.  IT HAS BEEN CAPPED AND THE CENTER
 AW6515'OF THE CAP WAS DETERMINED AND MEASURED.  A 0.003 METER SHORTER
 AW6515'DISTANCE WAS NOTED AND CHECKED FROM STATION PORT 1931 TO THE
 AW6515'CENTRER OF THE CAP.
 AW6515'
 AW6515'THE STATION IS LOCATED IN THE EAST PART OF HOUSTON ON THE HIGHEST
 AW6515'POINT OF THE HOUSTON PORT COMMISSION ELEVATOR.  THE ELEVATOR
 AW6515'IS LOCATED IN THE 8000 BLOCK OF CLINTON DRIVE, BETWEEN CLINTON
 AW6515'DRIVE AND THE SHIP CHANNEL.
 AW6515'
 AW6515'THE STATION MARK IS A STANDARD DISK STAMPED PORT 1931, SET
 AW6515'FLUSH IN THE ROOF OF THE ELEVATOR.  IT IS 24 FEET SOUTHWEST
 AW6515'OF THE NORTHEAST COPING OF THE ROOF AND 20 FEET SOUTH OF THE
 AW6515'SOUTH CORNER OF THE ELEVATOR MOTOR HOUSE.
 AW6515'
 AW6515'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 AW6515'IN THE TOP STEP LEADING INTO THE ELEVATOR MOTOR HOUSE.  THE
 AW6515'DISK IS STAMPED PORT NO 1 1931.
 AW6515'
 AW6515'HEIGHT OF LIGHT ABOVE STATION MARK 10.27 FEET.
 AW6515'
 AW6515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EAST PART
 AW6515'OF HOUSTON.
 AW6515
 AW6515                          STATION RECOVERY (1996)
 AW6515
 AW6515'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1806 ***********************************************************************
 FL1806  DESIGNATION -  PORT
 FL1806  PID         -  FL1806
 FL1806  STATE/COUNTY-  TX/POTTER
 FL1806  USGS QUAD   -  AMARILLO EAST (1973)
 FL1806
 FL1806                         *CURRENT SURVEY CONTROL
 FL1806  ___________________________________________________________________
 FL1806* NAD 83(1993)-  35 13 21.88466(N)    101 46 05.12410(W)     ADJUSTED  
 FL1806* NAVD 88     -      1104.     (meters)    3622.     (feet)  SCALED    
 FL1806  ___________________________________________________________________
 FL1806  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 FL1806  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL1806
 FL1806  HORZ ORDER  -  SECOND
 FL1806
 FL1806.The horizontal coordinates were established by classical geodetic methods
 FL1806.and adjusted by the National Geodetic Survey in February 1996..
 FL1806
 FL1806.The orthometric height was scaled from a topographic map.
 FL1806
 FL1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1806
 FL1806.The geoid height was determined by GEOID03.
 FL1806
 FL1806;                    North         East     Units Scale Factor Converg.
 FL1806;SPC TX N     - 1,135,680.326   175,595.122   MT  0.99991665   -0 09 19.3
 FL1806;SPC TX N     - 3,725,977.87    576,098.33   sFT  0.99991665   -0 09 19.3
 FL1806;UTM  14      - 3,901,256.859   248,060.545   MT  1.00038232   -1 35 50.5
 FL1806
 FL1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1806!SPC TX N     -   0.99983092  x   0.99991665  =   0.99974758
 FL1806!UTM  14      -   0.99983092  x   1.00038232  =   1.00021317
 FL1806
 FL1806:                Primary Azimuth Mark                     Grid Az
 FL1806:SPC TX N     -  ENGLISH FIELD N SIDE W SPIPE             073 49 43.1
 FL1806:UTM  14      -  ENGLISH FIELD N SIDE W SPIPE             075 16 14.3
 FL1806
 FL1806|---------------------------------------------------------------------|
 FL1806| PID    Reference Object                     Distance      Geod. Az  |
 FL1806|                                                           dddmmss.s |
 FL1806| FL1784 ENGLISH FIELD N SIDE W SPIPE        APPROX. 9.6 KM 0734023.8 |
 FL1806| FL1783 AMARILLO RAD RNG STA CEN MAST       APPROX. 2.6 KM 0755904.8 |
 FL1806| CJ7347 PORT AZ MK                                         0772931.1 |
 FL1806| FL1778 ENGLISH FIELD S SIDE N SPIPE        APPROX. 8.0 KM 0854739.2 |
 FL1806| FL1780 ENGLISH FIELD S SIDE S SPIPE        APPROX. 8.0 KM 0855902.8 |
 FL1806| CJ7348 PORT RM 1                            22.280 METERS 16037     |
 FL1806| CJ7349 PORT RM 2                            31.745 METERS 22828     |
 FL1806| FL1801 AMARILLO BURRUS PANHAND ELEV        APPROX. 3.0 KM 2612939.9 |
 FL1806| FL1791 AMARILLO PRICE COLLEGE TANK         APPROX. 2.0 KM 2930516.6 |
 FL1806|---------------------------------------------------------------------|
 FL1806
 FL1806                          SUPERSEDED SURVEY CONTROL
 FL1806
 FL1806  NAD 83(1986)-  35 13 21.89189(N)    101 46 05.11536(W) AD(       ) 2
 FL1806  NAD 27      -  35 13 21.70000(N)    101 46 03.45500(W) AD(       ) 2
 FL1806
 FL1806.Superseded values are not recommended for survey control.
 FL1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1806.See file dsdata.txt to determine how the superseded data were derived.
 FL1806
 FL1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4806101257(NAD 83)
 FL1806_MARKER: DS = TRIANGULATION STATION DISK
 FL1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1806
 FL1806  HISTORY     - Date     Condition        Report By
 FL1806  HISTORY     - 1951     MONUMENTED       CGS
 FL1806  HISTORY     - 1955     GOOD             CGS
 FL1806  HISTORY     - 1956     MARK NOT FOUND   CGS
 FL1806
 FL1806                          STATION DESCRIPTION
 FL1806
 FL1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1806'THE STATION IS LOCATED ON THE GROUNDS OF THE OLD AMARILLO
 FL1806'MUNICIPAL AIRPORT, ABOUT 0.05 MILE NORTH OF THE CENTERLINE
 FL1806'OF U.S. HIGHWAY 60 AND ABOUT 4 MILES AIRLINE EAST-NORTHEAST
 FL1806'OF AMARILLO.
 FL1806'
 FL1806'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO, GO NORTH
 FL1806'ON U.S. HIGHWAY 60 FOR 0.9 MILE TO A CROSS ROAD.  TURN RIGHT
 FL1806'ON U.S. HIGHWAY 60 AND GO 2.4 MILES TO A FORK.  KEEP STRAIGHT
 FL1806'AHEAD ON U.S. HIGHWAY 60 AND GO 1.0 MILE TO A SIDE ROAD AND
 FL1806'A SIGN COW SCRATCHERS ON THE LEFT.  TURN LEFT AND GO NORTHEAST
 FL1806'ON A GRAVELED ROAD FOR 0.1 MILE TO A WHITE WITNESS POST AND
 FL1806'THE STATION ON THE RIGHT.
 FL1806'
 FL1806'THE STATION MARK IS A STANDARD DISK STAMPED PORT 1951 SET IN
 FL1806'THE TOP OF A ROUND CONCRETE POST, ABOUT 10-INCHES IN DIAMETER,
 FL1806'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 7
 FL1806'FEET EAST OF A WHITE WITNESS POST, ABOUT 70 FEET NORTH OF A
 FL1806'FENCE LINE, AND ABOUT 100 YARDS EAST OF THE EAST END OF A
 FL1806'BRICK HANGAR.
 FL1806'
 FL1806'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED PORT NO
 FL1806'1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1806'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET
 FL1806'NORTH OF A FENCE LINE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 FL1806'
 FL1806'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED PORT NO 2
 FL1806'1951 SET IN THE TOP OFA 10-INCH SQUARE CONCRETE POST THAT
 FL1806'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT NORTH
 FL1806'OF A FENCE LINE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 FL1806'
 FL1806'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF A GRAVELED
 FL1806'ROAD AND IS A STANDARD DISK STAMPED PORT 1951 SET IN THE TOP
 FL1806'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 4 INCHES
 FL1806'ABOVE THE GROUND.  IT IS ABOUT 1 FOOT WEST OF A FENCE LINE, ABOUT
 FL1806'25 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 4.8 FEET NORTH
 FL1806'OF A WHITE WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 FL1806'STATION, GO SOUTHWEST FOR 0.1 MILE TO A STOP SIGN.  TURN LEFT
 FL1806'ONTO U.S. HIGHWAY 60 AND GO 0.2 MILE TO A SIDE ROAD ON THE
 FL1806'LEFT.  TURN LEFT ONTO A GRAVELED ROAD AND GO 0.3 MILE TO A SIDE
 FL1806'ROAD ON THE LEFT.  TURN LEFT AND GO 0.1 MILE TO A WHITE
 FL1806'WITNESS POST AND THE AZIMUTH MARK ON THE RIGHT.
 FL1806'
 FL1806'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 FL1806
 FL1806                          STATION RECOVERY (1955)
 FL1806
 FL1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 FL1806'THE STATION AND AZIMUTH WERE RECOVERED IN GOOD CONDITION.
 FL1806'R.M. NO 1 AND 2 WERE NOT RECOVERED.
 FL1806'
 FL1806'A NEW DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE
 FL1806'POST OFFICE IN AMARILLO, GO NORTH ON U.S. HIGHWAY 60 FOR 0.9
 FL1806'MILE TO INTERSECTION OF U.S. HIGHWAY 66.  TURN RIGHT AND FOLLOW
 FL1806'U.S. HIGHWAYS 60 AND 66 FOR 3.4 MILES TO T-BONES TERMINAL
 FL1806'ON THE LEFT AND STATION.
 FL1806'
 FL1806'THE STATION MARK IS A STANDARD DISK STAMPED PORT 1951 SET IN
 FL1806'THE OF A ROUND CONCRETE POST, ABOUT 10-INCHES IN DIAMETER.
 FL1806'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 250
 FL1806'FEET EAST OF AN OLD HANGER BUILDING, 103.6 FEET NORTHEAST OF
 FL1806'THE NORTHWEST CORNER OF T-BONES TERMINAL BUILDING, 84.25 FEET
 FL1806'NORTHWEST OF THE NORTHEAST CORNER OF T-BONES BUILDING, 31.7 FEET
 FL1806'WEST OF A POLE.
 FL1806
 FL1806                          STATION RECOVERY (1956)
 FL1806
 FL1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 FL1806'THE STATION DISK FOR THIS STATION WAS RECEIVED AT THE FORT
 FL1806'WORTH DISTRICT OFFICE FROM THE SHAMROCK OIL COMPANY, AMARILLO,
 FL1806'TEXAS.  THE STATION SITE WAS VISITED AT A LATER DATE AND THE
 FL1806'FOLLOWING WAS NOTED.
 FL1806'
 FL1806'THE SITE OF THE STATION IS NOW OCCUPIED BY A LARGE SHAMROCK
 FL1806'OIL COMPANY FILLING STATION AND CAFE.  IT IS SURROUNDED BY
 FL1806'A LARGE PAVED AREA FOR TRUCK PARKING.  THE SITE OF THE STATION
 FL1806'AND REFERENCE MARKS IS NOW COVERED BY THE PAVEMENT.  THE MANAGER
 FL1806'OF THE SERVICE STATION STATED THE STATION MARK HAS BEEN RESET
 FL1806'IN 1954 OR 1955 BY ENGINEERING PERSONNEL FROM THE AIR FORCE.
 FL1806'IN 1956 IT WAS REMOVED BY SHAMROCK CONSTRUCTION WORKERS TO
 FL1806'CLEAR THE SITE FOR THE PARKING AREA.  THE AZIMUTH MARK WAS
 FL1806'RECOVERED AND DESTROYED.  ALL MARKS AT THIS STATION ARE NOW
 FL1806'GONE AND THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2109 ***********************************************************************
 AN2109  DESIGNATION -  PORT 1911
 AN2109  PID         -  AN2109
 AN2109  STATE/COUNTY-  TX/ARANSAS
 AN2109  USGS QUAD   -  BAYSIDE (1979)
 AN2109
 AN2109                         *CURRENT SURVEY CONTROL
 AN2109  ___________________________________________________________________
 AN2109* NAD 83(1993)-  28 03 33.60593(N)    097 07 44.36697(W)     ADJUSTED  
 AN2109* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2109  ___________________________________________________________________
 AN2109  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AN2109  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN2109
 AN2109  HORZ ORDER  -  THIRD
 AN2109
 AN2109.The horizontal coordinates were established by classical geodetic methods
 AN2109.and adjusted by the National Geodetic Survey in February 1996..
 AN2109
 AN2109.The orthometric height was scaled from a topographic map.
 AN2109
 AN2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2109
 AN2109.The geoid height was determined by GEOID03.
 AN2109
 AN2109;                    North         East     Units Scale Factor Converg.
 AN2109;SPC TXSC     - 4,026,520.504   783,947.208   MT  1.00010875   +0 54 59.9
 AN2109;SPC TXSC     -13,210,342.69  2,572,000.13   sFT  1.00010875   +0 54 59.9
 AN2109;SPC TX S     - 5,265,835.321   434,787.196   MT  1.00006502   +0 37 20.8
 AN2109;SPC TX S     -17,276,328.05  1,426,464.33   sFT  1.00006502   +0 37 20.8
 AN2109;UTM  14      - 3,105,187.813   683,879.828   MT  1.00001733   +0 52 49.2
 AN2109
 AN2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2109!SPC TXSC     -   1.00000409  x   1.00010875  =   1.00011284
 AN2109!SPC TX S     -   1.00000409  x   1.00006502  =   1.00006911
 AN2109!UTM  14      -   1.00000409  x   1.00001733  =   1.00002142
 AN2109
 AN2109                          SUPERSEDED SURVEY CONTROL
 AN2109
 AN2109  NAD 83(1986)-  28 03 33.61294(N)    097 07 44.34681(W) AD(       ) 3
 AN2109  NAD 27      -  28 03 32.55800(N)    097 07 43.37900(W) AD(       ) 3
 AN2109
 AN2109.Superseded values are not recommended for survey control.
 AN2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2109.See file dsdata.txt to determine how the superseded data were derived.
 AN2109
 AN2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS8388005188(NAD 83)
 AN2109_MARKER: DS = TRIANGULATION STATION DISK
 AN2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2109+STABILITY: SURFACE MOTION
 AN2109
 AN2109  HISTORY     - Date     Condition        Report By
 AN2109  HISTORY     - 1911     MONUMENTED       CGS
 AN2109  HISTORY     - 1931     MARK NOT FOUND   TSI
 AN2109  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AN2109  HISTORY     - 1938     SEE DESCRIPTION  WESGEO
 AN2109  HISTORY     - 1949     MARK NOT FOUND   CGS
 AN2109
 AN2109                          STATION DESCRIPTION
 AN2109
 AN2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JCG)
 AN2109'ON THE S SHORE OF COPANO BAY, 85 METERS BACK FROM THE W EXTREMITY
 AN2109'OF THE POINT ON THE E SIDE OF THE ENTRANCE TO PUERTO BAY, 10
 AN2109'METERS S FROM THE SHORELINE, ON A SLIGHTLY RAISED SHELL RIDGE.
 AN2109'
 AN2109'(OLD) NOTE 1--THE STATION IS MARKED WITH A STANDARD DISK
 AN2109'STATION MARK SET IN A CORE OF CEMENT 2 FEET IN DIAMETER AND
 AN2109'2-1/2 FEET DEEP.  THE UNDERGROUND OR SUBSURFACE MARK IS A
 AN2109'BOTTLE OR A SPIKE ALSO SET IN CONCRETE FROM 2-1/2 TO 3-1/2 FEET
 AN2109'BELOW THE SURFACE.
 AN2109'
 AN2109'(OLD) NOTE 2--SAME AS (OLD) NOTE 1, WITH THE ADDITION THAT
 AN2109'REFERENCE MARK 1 IS A BOTTLE EMBEDDED IN A CONCRETE CORE 2-1/2
 AN2109'FEET BELOW THE SURFACE, THE SURFACE MARK BEING ALSO A BOTTLE
 AN2109'SET IN A CORE OF CONCRETE ABOUT 18 INCHES IN DIAMETER.  REFERENCE
 AN2109'MARK 2 IS A STANDARD DISK REFERENCE MARK EMBEDDED IN CONCRETE
 AN2109'WITH A BOTTLE AS AN UNDERGROUND MARK ALSO SET IN A CORE OF
 AN2109'CONCRETE 2-1/2 FEET BELOW THE SURFACE.  IN SOME CASES THE
 AN2109'UNDERGROUND MARK IS A SPIKE INSTEAD OF A BOTTLE.
 AN2109'
 AN2109'REFERENCE MARK 1 IS 48.54 METERS FROM THE STATION S 84 DEG 27 MIN E.
 AN2109'
 AN2109'REFERENCE MARK 2 IS 83.91 METERS FROM THE STATION N 88 DEG 40 MIN E.
 AN2109
 AN2109                          STATION RECOVERY (1931)
 AN2109
 AN2109'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1931
 AN2109'DESCRIPTION GOOD EXCEPT STATION LOCATION IS NOW 3 METERS FROM
 AN2109'SHORELINE.  DID NOT FIND STATION BUT REFERENCE MARK 2 IS IN
 AN2109'GOOD CONDITION.  REFERENCE MARK 1 WAS WASHED OUT INTO BAY.
 AN2109
 AN2109                          STATION RECOVERY (1934)
 AN2109
 AN2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2109'STATION IS LOCATED ABOUT 5-1/2 MILES NW OF ROCKPORT, ABOUT 2
 AN2109'MILES SW OF HANNIBAL POINT, ON A NARROW POINT OF LAND EXTENDING
 AN2109'OUT TO A SERIES OF ISLANDS AT THE ENTRANCE TO PUERTO BAY.  IT
 AN2109'IS ON THE NW SIDE OF THE POINT, ON THE HIGH-WATER LINE OF COPANO
 AN2109'BAY, 2 FEET W OF SMALL SHELL KNOLL COVERED WITH GRASS.  THIS
 AN2109'KNOLL IS THE ONLY ONE IN THE VICINITY AND IS ABOUT 2 FEET ABOVE
 AN2109'HIGH-WATER LINE.  STATION IS ABOUT 130 METERS NE OF THE EXTREME
 AN2109'W END OF THE POINT.
 AN2109'
 AN2109'THE SURFACE STATION MARK HAS BEEN WASHED AWAY BY HIGH WATER.
 AN2109'STATION IS NOW MARKED BY THE UNDERGROUND MARK WHICH IS A BOTTLE
 AN2109'SET IN CONCRETE.
 AN2109'
 AN2109'REFERENCE MARK 1 WAS NOT RECOVERED.  REFERENCE MARK 2, A BRONZE
 AN2109'DISK SET IN CONCRETE, IS 83.97 METERS E OF STATION.
 AN2109
 AN2109                          STATION RECOVERY (1938)
 AN2109
 AN2109'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2109'MONUMENT IS GONE AND THERE IS NO MARKING OF ANY TYPE INDICATING
 AN2109'PAST LOCATION OF THE STATION.
 AN2109
 AN2109                          STATION RECOVERY (1949)
 AN2109
 AN2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN2109'STATION WAS NOT FOUND AFTER A THOROUGH SEARCH.  ONLY ONE
 AN2109'REFERENCE MARK WAS FOUND.  THIS IS BELIEVED TO BE R.M. 2,
 AN2109'ALTHOUGH IT IS NOT STAMPED.
 AN2109'
 AN2109'REFERENCE MARK IS ON THE LAST RIDGE NEAR THE TIP OF RATTLESNAKE
 AN2109'POINT.  A BRONZE REFERENCE DISK SET IN TOP OF 12-INCH ROUND
 AN2109'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND, NOT STAMPED,
 AN2109'202.0 FEET FROM BAY SHORE TO THE W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1649 ***********************************************************************
 AH1649  DESIGNATION -  PORT ARANSAS C G CUPOLA
 AH1649  PID         -  AH1649
 AH1649  STATE/COUNTY-  TX/NUECES
 AH1649  USGS QUAD   -  PORT ARANSAS (1975)
 AH1649
 AH1649                         *CURRENT SURVEY CONTROL
 AH1649  ___________________________________________________________________
 AH1649* NAD 83(1993)-  27 50 20.54040(N)    097 03 32.63183(W)     ADJUSTED  
 AH1649* NAVD 88     -                                                        
 AH1649  ___________________________________________________________________
 AH1649  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1649  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH1649
 AH1649  HORZ ORDER  -  THIRD
 AH1649
 AH1649.The horizontal coordinates were established by classical geodetic methods
 AH1649.and adjusted by the National Geodetic Survey in February 1996..
 AH1649.No horizontal observational check was made to the station.
 AH1649
 AH1649
 AH1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1649
 AH1649.The geoid height was determined by GEOID03.
 AH1649
 AH1649;                    North         East     Units Scale Factor Converg.
 AH1649;SPC TX S     - 5,241,499.821   441,940.285   MT  1.00000145   +0 39 15.1
 AH1649;SPC TX S     -17,196,487.33  1,449,932.42   sFT  1.00000145   +0 39 15.1
 AH1649;SPC TXSC     - 4,002,219.260   791,226.569   MT  1.00020066   +0 57 03.2
 AH1649;SPC TXSC     -13,130,614.36  2,595,882.50   sFT  1.00020066   +0 57 03.2
 AH1649;UTM  14      - 3,080,884.368   691,141.265   MT  1.00005097   +0 54 24.0
 AH1649
 AH1649                          SUPERSEDED SURVEY CONTROL
 AH1649
 AH1649  NAD 83(1986)-  27 50 20.54663(N)    097 03 32.60956(W) AD(       ) 4
 AH1649
 AH1649.Superseded values are not recommended for survey control.
 AH1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1649.See file dsdata.txt to determine how the superseded data were derived.
 AH1649
 AH1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9114180884(NAD 83)
 AH1649_MARKER: 86 = CUPOLA
 AH1649
 AH1649  HISTORY     - Date     Condition        Report By
 AH1649  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH1649  HISTORY     - 19970725 GOOD             USPSQD
 AH1649
 AH1649                          STATION DESCRIPTION
 AH1649
 AH1649'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1649'THE STATION IS LOCATED AT THE PORT ARANSAS COAST GUARD BASE.
 AH1649'
 AH1649'PERMISSION MUST BE OBTAINED FROM THE COAST GUARD PRIOR TO ENTERING
 AH1649'THE BUILDING SUPPORTING THE CUPOLA.
 AH1649'
 AH1649'THE STATION IS THE SOUTH POLE OF FOUR WHICH SUPPORTS THE CUPOLA ROOF
 AH1649'THAT SHELTERS THE LOOKOUT TOWER.
 AH1649'
 AH1649'DESCRIBED BY GLM.
 AH1649
 AH1649                          STATION RECOVERY (1997)
 AH1649
 AH1649'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1650 ***********************************************************************
 AH1650  DESIGNATION -  PORT ARANSAS C G LT TOWER
 AH1650  PID         -  AH1650
 AH1650  STATE/COUNTY-  TX/NUECES
 AH1650  USGS QUAD   -  PORT ARANSAS (1975)
 AH1650
 AH1650                         *CURRENT SURVEY CONTROL
 AH1650  ___________________________________________________________________
 AH1650* NAD 83(1993)-  27 50 18.22696(N)    097 03 32.90375(W)     ADJUSTED  
 AH1650* NAVD 88     -        43.     (meters)     141.     (feet)  VERTCON   
 AH1650  ___________________________________________________________________
 AH1650  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1650  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH1650
 AH1650  HORZ ORDER  -  THIRD
 AH1650
 AH1650.The horizontal coordinates were established by classical geodetic methods
 AH1650.and adjusted by the National Geodetic Survey in February 1996..
 AH1650
 AH1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1650
 AH1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1650
 AH1650.The geoid height was determined by GEOID03.
 AH1650
 AH1650;                    North         East     Units Scale Factor Converg.
 AH1650;SPC TX S     - 5,241,428.527   441,933.658   MT  1.00000129   +0 39 15.0
 AH1650;SPC TX S     -17,196,253.43  1,449,910.68   sFT  1.00000129   +0 39 15.0
 AH1650;SPC TXSC     - 4,002,147.918   791,220.310   MT  1.00020095   +0 57 03.1
 AH1650;SPC TXSC     -13,130,380.29  2,595,861.97   sFT  1.00020095   +0 57 03.1
 AH1650;UTM  14      - 3,080,813.043   691,134.951   MT  1.00005094   +0 54 23.8
 AH1650
 AH1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1650!SPC TX S     -   0.99999742  x   1.00000129  =   0.99999871
 AH1650!SPC TXSC     -   0.99999742  x   1.00020095  =   1.00019837
 AH1650!UTM  14      -   0.99999742  x   1.00005094  =   1.00004836
 AH1650
 AH1650                          SUPERSEDED SURVEY CONTROL
 AH1650
 AH1650  NAD 83(1986)-  27 50 18.23390(N)    097 03 32.88238(W) AD(       ) 3
 AH1650  NGVD 29 (06/28/90)   43.     (m)          141.     (f) VERT ANG       
 AH1650
 AH1650.Superseded values are not recommended for survey control.
 AH1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1650.See file dsdata.txt to determine how the superseded data were derived.
 AH1650
 AH1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9113580813(NAD 83)
 AH1650_MARKER: 58 = CONTROL TOWER
 AH1650_MARK LOGO: NGS   
 AH1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1650+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1650
 AH1650  HISTORY     - Date     Condition        Report By
 AH1650  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1650  HISTORY     - 1985     GOOD             NGS
 AH1650  HISTORY     - 1988     GOOD             NOS
 AH1650  HISTORY     - 19890215 GOOD             NOS
 AH1650  HISTORY     - 19891019 GOOD             NOS
 AH1650  HISTORY     - 19970725 GOOD             USPSQD
 AH1650
 AH1650                          STATION DESCRIPTION
 AH1650
 AH1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1650'THE STATION, PORT ARANSAS COAST GUARD FLAG AND NAVIGATION LIGHT
 AH1650'TOWER
 AH1650'IS LOCATED ABOUT 0.9 KM (0.6 MI) EAST OF THE FERRY LANDING AT THE
 AH1650'WEST EDGE OF PORT ARANSAS AND ON THE SAME PROPERTY AS THE U.S. COAST
 AH1650'GUARD FACILITY.
 AH1650'
 AH1650'NO TO REACH NEEDED FOR THIS STATION.
 AH1650'
 AH1650'THE LANDMARK IS THE WHITE HORIZON LIGHT TOP CENTER AT THE APEX OF
 AH1650'THE FOUR TUBULAR LEGGED STRUCTURE THAT IS PAINTED WHITE WITH AN
 AH1650'OVERALL HEIGHT OF ABOUT 35 METERS (115 FT).
 AH1650'LOCATED 75 METERS (246 FT) SOUTH FROM THE COAST GUARD BUILDING,
 AH1650'30 METERS (98 FT) WEST FROM THE INTERSECTION OF TARRANT AND STATION
 AH1650'STREETS AND IN A LARGE LAWN AREA, SURROUNDED BY A WOODEN FENCE.
 AH1650'
 AH1650'DESCRIBED BY G. R. HEID.
 AH1650
 AH1650                          STATION RECOVERY (1985)
 AH1650
 AH1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1650'RECOVERED IN GOOD CONDITION.
 AH1650
 AH1650                          STATION RECOVERY (1988)
 AH1650
 AH1650'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1650'THE STATION WAS RECOVERED AT THIS DATE.
 AH1650'THE STATIONS GEODETIC POSITION WAS VERIFIED AT THIS TIME.
 AH1650'
 AH1650'RECOVERED BY GLM.
 AH1650
 AH1650                          STATION RECOVERY (1989)
 AH1650
 AH1650'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1650'THE STATION IS LOCATED ABOUT 0.9 KM (0.55 MI) E OF THE FERRY LANDING
 AH1650'AT THE WEST EDGE OF PORT ARANSAS AND ON THE SAME PROPERTY AS THE U.S.
 AH1650'COAST GUARD FACILITY.
 AH1650'NO TO REACH NEEDED FOR THIS STATION.
 AH1650'THE LANDMARK IS THE WHITE HORIZON LIGHT TOP CENTER AT THE APEX OF THE
 AH1650'FOUR TUBULAR LEGGED STRUCTURE THAT IS PAINTED WHITE WITH AN OVERALL
 AH1650'HEIGHT OF ABOUT 35 M (114.8 FT).  LOCATED 75 M (246.1 FT) S FROM THE
 AH1650'COAST GUARD BUILDING, 30 M (98.4 FT) W FROM THE INTERSECTION OF
 AH1650'TARRANT STATION STREETS AND IN A LARGE LAWN AREA, SURROUNDED BY A
 AH1650'WOODEN FENCE.
 AH1650
 AH1650                          STATION RECOVERY (1989)
 AH1650
 AH1650'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1650'RECOVERED AS DESCRIBED.  THE STATIONS GEODETIC POSITION WAS VERIFIED
 AH1650'AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1650
 AH1650                          STATION RECOVERY (1997)
 AH1650
 AH1650'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1139 ***********************************************************************
 AH1139  DESIGNATION -  PORT ARANSAS CG WEA BUR MAST
 AH1139  PID         -  AH1139
 AH1139  STATE/COUNTY-  TX/NUECES
 AH1139  USGS QUAD   -  PORT ARANSAS (1975)
 AH1139
 AH1139                         *CURRENT SURVEY CONTROL
 AH1139  ___________________________________________________________________
 AH1139* NAD 83(1993)-  27 50 17.63540(N)    097 03 33.85438(W)     ADJUSTED  
 AH1139* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1139  ___________________________________________________________________
 AH1139  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1139  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH1139
 AH1139  HORZ ORDER  -  THIRD
 AH1139
 AH1139.The horizontal coordinates were established by classical geodetic methods
 AH1139.and adjusted by the National Geodetic Survey in February 1996..
 AH1139
 AH1139.The orthometric height was scaled from a topographic map.
 AH1139
 AH1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1139
 AH1139.The geoid height was determined by GEOID03.
 AH1139
 AH1139;                    North         East     Units Scale Factor Converg.
 AH1139;SPC TX S     - 5,241,410.022   441,907.855   MT  1.00000124   +0 39 14.5
 AH1139;SPC TX S     -17,196,192.71  1,449,826.02   sFT  1.00000124   +0 39 14.5
 AH1139;SPC TXSC     - 4,002,129.276   791,194.598   MT  1.00020102   +0 57 02.6
 AH1139;SPC TXSC     -13,130,319.13  2,595,777.61   sFT  1.00020102   +0 57 02.6
 AH1139;UTM  14      - 3,080,794.423   691,109.229   MT  1.00005082   +0 54 23.4
 AH1139
 AH1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1139!SPC TX S     -   1.00000384  x   1.00000124  =   1.00000508
 AH1139!SPC TXSC     -   1.00000384  x   1.00020102  =   1.00020486
 AH1139!UTM  14      -   1.00000384  x   1.00005082  =   1.00005466
 AH1139
 AH1139:                Primary Azimuth Mark                     Grid Az
 AH1139:SPC TX S     -  POGY                                     019 22 08.0
 AH1139:SPC TXSC     -  POGY                                     019 04 19.9
 AH1139:UTM  14      -  POGY                                     019 06 59.1
 AH1139
 AH1139|---------------------------------------------------------------------|
 AH1139| PID    Reference Object                     Distance      Geod. Az  |
 AH1139|                                                           dddmmss.s |
 AH1139| AH1142 POGY                                APPROX. 2.8 KM 0200122.5 |
 AH1139| AH1162 CLINE POINT BEACON                  APPROX. 0.5 KM 0373758.2 |
 AH1139| AH1140 PORT ARANSAS CHANNEL BEACON 2       482.793 METERS 3414053.3 |
 AH1139|---------------------------------------------------------------------|
 AH1139
 AH1139                          SUPERSEDED SURVEY CONTROL
 AH1139
 AH1139  NAD 83(1986)-  27 50 17.64212(N)    097 03 33.83323(W) AD(       ) 3
 AH1139  NAD 27      -  27 50 16.54100(N)    097 03 32.87400(W) AD(       ) 3
 AH1139
 AH1139.Superseded values are not recommended for survey control.
 AH1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1139.See file dsdata.txt to determine how the superseded data were derived.
 AH1139
 AH1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9110980794(NAD 83)
 AH1139_MARKER: 41 = ANTENNA MAST
 AH1139_SETTING: 0 = UNSPECIFIED SETTING
 AH1139
 AH1139  HISTORY     - Date     Condition        Report By
 AH1139  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1139  HISTORY     - 1948     GOOD             CGS
 AH1139  HISTORY     - 1949     GOOD             CGS
 AH1139  HISTORY     - 1968     GOOD             CGS
 AH1139  HISTORY     - 1984     GOOD             USPSQD
 AH1139
 AH1139                          STATION DESCRIPTION
 AH1139
 AH1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1139'STATION RECOVERED.  THERE WAS NO PREVIOUS DESCRIPTION BUT
 AH1139'THE PRESENT TOWER HAS BEEN IN EXISTENCE LONGER THAN SINCE
 AH1139'1934.
 AH1139'
 AH1139'STATION IS IN THE TOWN OF PORT ARANSAS, ABOUT 30 FEET NW OF
 AH1139'THE NW CORNER OF THE COAST GUARD STATION.  IT IS THE MAST
 AH1139'ATOP A SKELETON STEEL TOWER OF THE U.S. WEATHER BUREAU SERVICE.
 AH1139
 AH1139                          STATION RECOVERY (1949)
 AH1139
 AH1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1139'THIS MAST IS LOCATED AT THE PORT ARANSAS LIFE BOAT STATION
 AH1139'IN THE TOWN OF PORT ARANSAS ON MUSTANG ISLAND.  MAST IS
 AH1139'NEAR THE NW CORNER OF THE MAIN BUILDING ON THE RESERVATION.
 AH1139'A STEEL MAST ON FOUR LEG STEEL STRUCTURE.  THIS MAST WAS
 AH1139'REPORTED TO HAVE BEEN BLOWN DOWN IN 1942 AND REBUILT ON THE
 AH1139'SAME BASE.
 AH1139
 AH1139                          STATION RECOVERY (1968)
 AH1139
 AH1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1139'STATION RECOVERED.  THE MAST IS USED AS A FLAG TOWER.  THERE
 AH1139'IS A NEW AND TALLER RADIO BEACON MAST NORTHEASTERLY OF THE
 AH1139'STATION, WHICH CARRIES THE STORM WARNING LIGHTS.
 AH1139'
 AH1139'THIS IS NOT THE ORIGINAL MAST.
 AH1139
 AH1139                          STATION RECOVERY (1984)
 AH1139
 AH1139'RECOVERY NOTE BY US POWER SQUADRON 1984 (JFS)
 AH1139'FLAG TOWER IN GOOD CONDITION AT COAST GUARD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1140 ***********************************************************************
 AH1140  DESIGNATION -  PORT ARANSAS CHANNEL BEACON 2
 AH1140  PID         -  AH1140
 AH1140  STATE/COUNTY-  TX/NUECES
 AH1140  USGS QUAD   -  PORT ARANSAS (1975)
 AH1140
 AH1140                         *CURRENT SURVEY CONTROL
 AH1140  ___________________________________________________________________
 AH1140* NAD 83(1993)-  27 50 32.52459(N)    097 03 39.40000(W)     ADJUSTED  
 AH1140* NAVD 88     -                                                        
 AH1140  ___________________________________________________________________
 AH1140  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AH1140  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH1140
 AH1140  HORZ ORDER  -  THIRD
 AH1140
 AH1140.The horizontal coordinates were established by classical geodetic methods
 AH1140.and adjusted by the National Geodetic Survey in February 1996..
 AH1140
 AH1140
 AH1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1140
 AH1140.The geoid height was determined by GEOID03.
 AH1140
 AH1140;                    North         East     Units Scale Factor Converg.
 AH1140;SPC TX S     - 5,241,866.588   441,750.891   MT  1.00000230   +0 39 12.0
 AH1140;SPC TX S     -17,197,690.63  1,449,311.05   sFT  1.00000230   +0 39 12.0
 AH1140;SPC TXSC     - 4,002,585.113   791,035.241   MT  1.00019916   +0 56 59.9
 AH1140;SPC TXSC     -13,131,814.66  2,595,254.79   sFT  1.00019916   +0 56 59.9
 AH1140;UTM  14      - 3,081,250.314   690,950.247   MT  1.00005007   +0 54 21.2
 AH1140
 AH1140                          SUPERSEDED SURVEY CONTROL
 AH1140
 AH1140  NAD 83(1986)-  27 50 32.53211(N)    097 03 39.37903(W) AD(       ) 4
 AH1140  NAD 27      -  27 50 31.43300(N)    097 03 38.42100(W) AD(       ) 3
 AH1140
 AH1140.Superseded values are not recommended for survey control.
 AH1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1140.See file dsdata.txt to determine how the superseded data were derived.
 AH1140
 AH1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9095081250(NAD 83)
 AH1140_MARKER: 14 = NAVIGATION LIGHT
 AH1140
 AH1140  HISTORY     - Date     Condition        Report By
 AH1140  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1140  HISTORY     - 1949     GOOD             CGS
 AH1140
 AH1140                          STATION DESCRIPTION
 AH1140
 AH1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1140'RECOVERED.  THERE IS NO PREVIOUS DESCRIPTION OF THIS STATION.
 AH1140'THE CORRECT NAME FOR THIS STATION IS PORT ARANSAS CHANNEL LIGHT.
 AH1140'
 AH1140'AT PORT ARANSAS, ABOUT 650 FEET NW OF THE FERRY SLIP, ON THE
 AH1140'W SIDE OF THE ENTRANCE TO THE CHANNEL LEADING TO THE HARBOR
 AH1140'AND COAST GUARD STATION.
 AH1140'
 AH1140'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--NO. 4494, PORT
 AH1140'ARANSAS CHANNEL LIGHT 2, ON W SIDE OF CHANNEL, IN 4 FEET OF
 AH1140'WATER, A RED HOUSE ON PILES, 26 FEET HIGH.  ESTABLISHED 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1147 ***********************************************************************
 AH1147  DESIGNATION -  PORT ARANSAS COAST GUARD CUP
 AH1147  PID         -  AH1147
 AH1147  STATE/COUNTY-  TX/NUECES
 AH1147  USGS QUAD   -  PORT ARANSAS (1975)
 AH1147
 AH1147                         *CURRENT SURVEY CONTROL
 AH1147  ___________________________________________________________________
 AH1147* NAD 83(1993)-  27 50 16.62828(N)    097 03 33.36011(W)     ADJUSTED  
 AH1147* NAVD 88     -                                                        
 AH1147  ___________________________________________________________________
 AH1147  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1147  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH1147
 AH1147  HORZ ORDER  -  THIRD
 AH1147
 AH1147.The horizontal coordinates were established by classical geodetic methods
 AH1147.and adjusted by the National Geodetic Survey in February 1996..
 AH1147
 AH1147
 AH1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1147
 AH1147.The geoid height was determined by GEOID03.
 AH1147
 AH1147;                    North         East     Units Scale Factor Converg.
 AH1147;SPC TX S     - 5,241,379.177   441,921.733   MT  1.00000117   +0 39 14.8
 AH1147;SPC TX S     -17,196,091.52  1,449,871.55   sFT  1.00000117   +0 39 14.8
 AH1147;SPC TXSC     - 4,002,098.496   791,208.639   MT  1.00020115   +0 57 02.8
 AH1147;SPC TXSC     -13,130,218.15  2,595,823.68   sFT  1.00020115   +0 57 02.8
 AH1147;UTM  14      - 3,080,763.637   691,123.243   MT  1.00005088   +0 54 23.6
 AH1147
 AH1147                          SUPERSEDED SURVEY CONTROL
 AH1147
 AH1147  NAD 83(1986)-  27 50 16.63446(N)    097 03 33.34000(W) AD(       ) 4
 AH1147  NAD 27      -  27 50 15.53700(N)    097 03 32.38000(W) AD(       ) 3
 AH1147
 AH1147.Superseded values are not recommended for survey control.
 AH1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1147.See file dsdata.txt to determine how the superseded data were derived.
 AH1147
 AH1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9112380764(NAD 83)
 AH1147_MARKER: 86 = CUPOLA
 AH1147
 AH1147  HISTORY     - Date     Condition        Report By
 AH1147  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1147  HISTORY     - 1948     GOOD             CGS
 AH1147  HISTORY     - 1949     GOOD             CGS
 AH1147  HISTORY     - 1968     MARK NOT FOUND   CGS
 AH1147  HISTORY     - 19970725 GOOD             USPSQD
 AH1147
 AH1147                          STATION DESCRIPTION
 AH1147
 AH1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1147'STATION RECOVERED.  THERE IS NO PREVIOUS DESCRIPTION AVAILABLE.
 AH1147'IT IS ON THE NE END OF MUSTANG ISLAND IN THE TOWN OF PORT
 AH1147'ARANSAS.  IT IS PROBABLY THE CENTER OF THE TOP OF THE CUPOLA
 AH1147'OF THE COAST GUARD STATION (NO. 221.)
 AH1147
 AH1147                          STATION RECOVERY (1949)
 AH1147
 AH1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1147'STATION IS THE CUPOLA ATOP A BUILDING AT THE COAST GUARD STATION
 AH1147'IN PORT ARANSAS.  CUPOLA IS IN GOOD CONDITION AND ACCORDING
 AH1147'TO LOCAL INFORMATION IT IS THE ORIGINAL STRUCTURE.
 AH1147
 AH1147                          STATION RECOVERY (1968)
 AH1147
 AH1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1147'DESTROYED.  CUPOLA HAS BEEN REMOVED.
 AH1147
 AH1147                          STATION RECOVERY (1997)
 AH1147
 AH1147'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1651 ***********************************************************************
 AH1651  DESIGNATION -  PORT ARANSAS MUSTANG TANK
 AH1651  PID         -  AH1651
 AH1651  STATE/COUNTY-  TX/NUECES
 AH1651  USGS QUAD   -  PORT ARANSAS (1975)
 AH1651
 AH1651                         *CURRENT SURVEY CONTROL
 AH1651  ___________________________________________________________________
 AH1651* NAD 83(1993)-  27 45 06.73955(N)    097 07 29.21477(W)     ADJUSTED  
 AH1651* NAVD 88     -        43.3    (meters)     142.     (feet)  VERTCON   
 AH1651  ___________________________________________________________________
 AH1651  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AH1651  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AH1651
 AH1651  HORZ ORDER  -  THIRD
 AH1651
 AH1651.The horizontal coordinates were established by classical geodetic methods
 AH1651.and adjusted by the National Geodetic Survey in February 1996..
 AH1651
 AH1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1651
 AH1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1651
 AH1651.The geoid height was determined by GEOID03.
 AH1651
 AH1651;                    North         East     Units Scale Factor Converg.
 AH1651;SPC TX S     - 5,231,768.754   435,572.262   MT  0.99998039   +0 37 27.7
 AH1651;SPC TX S     -17,164,561.32  1,429,040.00   sFT  0.99998039   +0 37 27.7
 AH1651;UTM  14      - 3,071,125.081   684,815.604   MT  1.00002162   +0 52 24.4
 AH1651
 AH1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1651!SPC TX S     -   0.99999730  x   0.99998039  =   0.99997769
 AH1651!UTM  14      -   0.99999730  x   1.00002162  =   1.00001892
 AH1651
 AH1651                          SUPERSEDED SURVEY CONTROL
 AH1651
 AH1651  NAD 83(1986)-  27 45 06.74534(N)    097 07 29.19537(W) AD(       ) 3
 AH1651  NGVD 29 (06/28/90)   43.5    (m)          143.     (f) VERT ANG       
 AH1651
 AH1651.Superseded values are not recommended for survey control.
 AH1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1651.See file dsdata.txt to determine how the superseded data were derived.
 AH1651
 AH1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8481671125(NAD 83)
 AH1651_MARKER: 51 = TANK
 AH1651_MARK LOGO: NOS   
 AH1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1651+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1651
 AH1651  HISTORY     - Date     Condition        Report By
 AH1651  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH1651  HISTORY     - 1988     GOOD             NOS
 AH1651  HISTORY     - 19890215 GOOD             NOS
 AH1651  HISTORY     - 19891019 GOOD             NOS
 AH1651  HISTORY     - 19910524 GOOD             NOS
 AH1651  HISTORY     - 20050820 GOOD             USPSQD
 AH1651
 AH1651                          STATION DESCRIPTION
 AH1651
 AH1651'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1651'THE STATION IS LOCATED ON MUSTANG ISLAND IN SOUTHWEST TEXAS.
 AH1651'
 AH1651'TO TEACH THE STATION GO 7.2 MILES SOUTHWEST OF PORT ARANSAS.
 AH1651'
 AH1651'THE STATION IS THE CENTER OF THE PORT ARANSAS MUSTANG TANK.  THE
 AH1651'TANK IS ELEVATED AND IS APPROXIMATELY 120 FEET ABOVE THE GROUND.
 AH1651'
 AH1651'DESCRIBED BY JGF.
 AH1651
 AH1651                          STATION RECOVERY (1988)
 AH1651
 AH1651'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988
 AH1651'RECOVERED IN GOOD CONDITION.
 AH1651
 AH1651                          STATION RECOVERY (1989)
 AH1651
 AH1651'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1651'THE STATION IS LOCATED ON MUSTANG ISLAND IN SOUTHWEST TEXAS.
 AH1651'TO REACH THE STATION PROCEED 7.2 MI SW OF PORT ARANSAS.
 AH1651'THE STATION IS THE CENTER OF THE PORT ARANSAS MUSTANG TANK.  THE TANK
 AH1651'IS ABOUT 35 M (114.8 FT) IN HEIGHT.
 AH1651
 AH1651                          STATION RECOVERY (1989)
 AH1651
 AH1651'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1651'RECOVERED AS DESCRIBED.  THE STATIONS GEODETIC POSITION WAS VERIFIED
 AH1651'AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1651
 AH1651                          STATION RECOVERY (1991)
 AH1651
 AH1651'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AH1651'THE STATION IS A WATER TANK LOCATED 6.5 MILES SSW OF PORT ARANSAS. TO
 AH1651'REACH THE STATION FROM THE FERRY CROSSING IN PORT ARANSAS, GO EAST ON
 AH1651'THE PAVED ROAD FOR 0.15 TO A PAVED ROAD RIGHT. TURN RIGHT SW ON
 AH1651'HIGHWAY 361 FOR 0.85 MILES TO A CROSSROAD, TURN RIGHT SW ON PARK ROAD
 AH1651'53 FOR 6.5 M (21.33 FT) TO STATION ON RIGHT. THE POINT OBSERVED WAS
 AH1651'THE CENTER OF THE TANK.
 AH1651
 AH1651                          STATION RECOVERY (2005)
 AH1651
 AH1651'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AH1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1160 ***********************************************************************
 AH1160  DESIGNATION -  PORT ARANSAS TANK
 AH1160  PID         -  AH1160
 AH1160  STATE/COUNTY-  TX/NUECES
 AH1160  USGS QUAD   -  PORT ARANSAS (1975)
 AH1160
 AH1160                         *CURRENT SURVEY CONTROL
 AH1160  ___________________________________________________________________
 AH1160* NAD 83(1993)-  27 49 47.74299(N)    097 03 49.43793(W)     ADJUSTED  
 AH1160* NAVD 88     -        43.     (meters)     141.     (feet)  VERTCON   
 AH1160  ___________________________________________________________________
 AH1160  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH1160  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH1160
 AH1160  HORZ ORDER  -  THIRD
 AH1160
 AH1160.The horizontal coordinates were established by classical geodetic methods
 AH1160.and adjusted by the National Geodetic Survey in February 1996..
 AH1160
 AH1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1160
 AH1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1160
 AH1160.The geoid height was determined by GEOID03.
 AH1160
 AH1160;                    North         East     Units Scale Factor Converg.
 AH1160;SPC TX S     - 5,240,485.060   441,491.934   MT  0.99999914   +0 39 07.5
 AH1160;SPC TX S     -17,193,158.07  1,448,461.45   sFT  0.99999914   +0 39 07.5
 AH1160;SPC TXSC     - 4,001,201.985   790,783.388   MT  1.00020477   +0 56 55.0
 AH1160;SPC TXSC     -13,127,276.85  2,594,428.50   sFT  1.00020477   +0 56 55.0
 AH1160;UTM  14      - 3,079,867.592   690,697.365   MT  1.00004888   +0 54 15.2
 AH1160
 AH1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1160!SPC TX S     -   0.99999743  x   0.99999914  =   0.99999657
 AH1160!SPC TXSC     -   0.99999743  x   1.00020477  =   1.00020220
 AH1160!UTM  14      -   0.99999743  x   1.00004888  =   1.00004631
 AH1160
 AH1160                          SUPERSEDED SURVEY CONTROL
 AH1160
 AH1160  NAD 83(1986)-  27 49 47.74882(N)    097 03 49.42059(W) AD(       ) 4
 AH1160  NAD 27      -  27 49 46.67908(N)    097 03 48.46290(W) AD(       ) 3
 AH1160  NGVD 29 (06/28/90)   43.     (m)          141.     (f) VERT ANG       
 AH1160
 AH1160.Superseded values are not recommended for survey control.
 AH1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1160.See file dsdata.txt to determine how the superseded data were derived.
 AH1160
 AH1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9069779868(NAD 83)
 AH1160_MARKER: 51 = TANK
 AH1160_MARK LOGO: NGS   
 AH1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1160+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1160
 AH1160  HISTORY     - Date     Condition        Report By
 AH1160  HISTORY     - 1970     FIRST OBSERVED   NGS
 AH1160  HISTORY     - 1970     GOOD             NGS
 AH1160  HISTORY     - 1985     GOOD             NGS
 AH1160  HISTORY     - 1988     GOOD             NOS
 AH1160  HISTORY     - 19890215 GOOD             NOS
 AH1160  HISTORY     - 19891212 GOOD             NOS
 AH1160  HISTORY     - 19910418 GOOD             NOS
 AH1160  HISTORY     - 19970725 GOOD             USPSQD
 AH1160
 AH1160                          STATION DESCRIPTION
 AH1160
 AH1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1160'THE TANK IS LOCATED IN PORT ARANSAS AT THE CORNER OF E. AVENUE C AND
 AH1160'S. 9TH STREET.  THE TANK IS A FOUR LEGGED STEEL STRUCTURE.  THE
 AH1160'POINT INTERSECTED WAS THE CENTER OF THE TANK.
 AH1160
 AH1160                          STATION RECOVERY (1970)
 AH1160
 AH1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AH1160'RECOVERED IN GOOD CONDITION.
 AH1160
 AH1160                          STATION RECOVERY (1985)
 AH1160
 AH1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1160'THE STATION WAS RECOVERED AT THIS DATE.
 AH1160'THE PORT ARANSAS WATER TANK WAS RECOVERED IN GOOD CONDITION. NO
 AH1160'DATA WAS AVAILABLE TO THIS PARTY. THE STATION IS THE BALL ATOP THE
 AH1160'SPHERICAL SHAPED TANK, WITH FOUR TUBULAR LEGS, PAINTED BLUE GREEN
 AH1160'WITH AN OVERALL HEIGHT OF ABOUT 35 METERS (115 FT) WITH WARNING
 AH1160'LIGHTS AND ANTENNAS ON THE ROOF. THE TOWN LOGO IS PAINTED ON THE
 AH1160'BOWL. IT IS IN THE SOUTH ANGLE OF THE JUNCTION OF SOUTH NINTH
 AH1160'STREET AND EAST AVENUE C. IN PORT ARANSAS.
 AH1160'
 AH1160'DESCRIBED BY G. R. HEID.
 AH1160
 AH1160                          STATION RECOVERY (1988)
 AH1160
 AH1160'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1160'THE STATION WAS RECOVERED AT THIS DATE.
 AH1160'THE STATIONS GEODETIC POSITION WAS VERIFIED AT THIS TIME.
 AH1160'
 AH1160'RECOVERED BY GLM
 AH1160
 AH1160                          STATION RECOVERY (1989)
 AH1160
 AH1160'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1160'THE STATION IS LOCATED IN PORT ARANSAS, IT IS IN THE SOUTH ANGLE OF
 AH1160'THE JUNCTION OF SOUTH NINTH STREET AND EAST AVENUE C.
 AH1160'NO TO REACH NEEDED FOR THIS STATION.
 AH1160'THE STATION IS THE BALL ATOP THE SPHERICAL SHAPED TANK, WITH FOUR
 AH1160'TUBULAR LEGS, PAINTED BLUE GREEN WITH AN OVERALL HEIGHT OF ABOUT 35 M
 AH1160'(114.8 FT) WITH WARNING LIGHTS AND ANTENNAS ON THE ROOF.  THE TOWN
 AH1160'LOGO IS PAINTED ON THE BOWL.
 AH1160
 AH1160                          STATION RECOVERY (1989)
 AH1160
 AH1160'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1160'THE STATION WAS RECOVERED AS DESCRIBED. RECOVERED BY P B WALBOLT.
 AH1160
 AH1160                          STATION RECOVERY (1991)
 AH1160
 AH1160'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AH1160'THE TANK IS LOCATED IN PORT ARANSAS AT THE CORNER OF E. AVENUE C AND S
 AH1160'. 9TH STREET. THE TANK IS A FOUR LEGGED STEEL STRUCTURE. THE POINT
 AH1160'OBSERVED WAS THE CENTER OF THE TANK.
 AH1160
 AH1160                          STATION RECOVERY (1997)
 AH1160
 AH1160'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0939 ***********************************************************************
 AV0939  DESIGNATION -  PORT ARTHUR BAUGHN HOTEL FLAG
 AV0939  PID         -  AV0939
 AV0939  STATE/COUNTY-  TX/JEFFERSON
 AV0939  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0939
 AV0939                         *CURRENT SURVEY CONTROL
 AV0939  ___________________________________________________________________
 AV0939* NAD 83(1993)-  29 52 20.38945(N)    093 56 02.26278(W)     ADJUSTED  
 AV0939* NAVD 88     -                                                        
 AV0939  ___________________________________________________________________
 AV0939  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AV0939  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AV0939
 AV0939  HORZ ORDER  -  THIRD
 AV0939
 AV0939.The horizontal coordinates were established by classical geodetic methods
 AV0939.and adjusted by the National Geodetic Survey in February 1996..
 AV0939
 AV0939
 AV0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0939
 AV0939.The geoid height was determined by GEOID03.
 AV0939
 AV0939;                    North         East     Units Scale Factor Converg.
 AV0939;SPC TXSC     - 4,236,575.605 1,089,229.131   MT  0.99990710   +2 28 54.9
 AV0939;SPC TXSC     -13,899,498.46  3,573,579.24   sFT  0.99990710   +2 28 54.9
 AV0939;SPC TX C     - 3,040,579.233 1,317,945.259   MT  1.00007418   +3 17 45.8
 AV0939;SPC TX C     - 9,975,633.70  4,323,958.74   sFT  1.00007418   +3 17 45.8
 AV0939;SPC LA S     -   154,965.827   748,794.055   MT  0.99992825   -1 18 01.3
 AV0939;SPC LA S     -   508,417.05  2,456,668.50   sFT  0.99992825   -1 18 01.3
 AV0939;UTM  15      - 3,305,004.828   409,804.432   MT  0.99970037   -0 27 54.8
 AV0939
 AV0939                          SUPERSEDED SURVEY CONTROL
 AV0939
 AV0939  NAD 83(1993)-  29 52 20.38922(N)    093 56 02.26268(W) AD(       ) 4
 AV0939  NAD 83(1986)-  29 52 20.41125(N)    093 56 02.24655(W) AD(       ) 4
 AV0939  NAD 27      -  29 52 19.63300(N)    093 56 01.62600(W) AD(       ) 3
 AV0939
 AV0939.Superseded values are not recommended for survey control.
 AV0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0939.See file dsdata.txt to determine how the superseded data were derived.
 AV0939
 AV0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0980405005(NAD 83)
 AV0939_MARKER: 62 = FLAGPOLE
 AV0939
 AV0939  HISTORY     - Date     Condition        Report By
 AV0939  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0939  HISTORY     - 1947     GOOD             CGS
 AV0939  HISTORY     - 1984     GOOD             USPSQD
 AV0939  HISTORY     - 19880608 POOR             USPSQD
 AV0939  HISTORY     - 19940902 POOR             USPSQD
 AV0939  HISTORY     - 20010331 POOR             NGS
 AV0939  HISTORY     - 20010331 POOR             NGS
 AV0939  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0939
 AV0939                          STATION DESCRIPTION
 AV0939
 AV0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0939'STATION IS THE BASE OF THE FLAGPOLE ON THE ROOF OF THE VAUGHN
 AV0939'HOTEL LOCATED AT PROCTER AND WACO STREETS.
 AV0939
 AV0939                          STATION RECOVERY (1947)
 AV0939
 AV0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0939'STATION RECOVERED AS DESCRIBED EXCEPT THE HOTEL IS NOW NAMED
 AV0939'THE SABINE HOTEL.
 AV0939
 AV0939                          STATION RECOVERY (1984)
 AV0939
 AV0939'RECOVERY NOTE BY US POWER SQUADRON 1984 (GBW)
 AV0939'STATION RECOVERED IN JULY 1984.  AS NOTED BY RAG IN 1947 THE BUILDING
 AV0939'IS NOW KNOWN AS THE SABINE HOTEL.
 AV0939
 AV0939                          STATION RECOVERY (1988)
 AV0939
 AV0939'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 AV0939'MARK RECOVERED IN POOR CONDITION.
 AV0939
 AV0939                          STATION RECOVERY (1994)
 AV0939
 AV0939'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0939'MARK RECOVERED IN POOR CONDITION.
 AV0939
 AV0939                          STATION RECOVERY (2001)
 AV0939
 AV0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0939'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0939
 AV0939                          STATION RECOVERY (2001)
 AV0939
 AV0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0939'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0939
 AV0939                          STATION RECOVERY (2002)
 AV0939
 AV0939'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0940 ***********************************************************************
 AV0940  DESIGNATION -  PORT ARTHUR CANAL RNG BC R LT
 AV0940  PID         -  AV0940
 AV0940  STATE/COUNTY-  TX/JEFFERSON
 AV0940  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0940
 AV0940                         *CURRENT SURVEY CONTROL
 AV0940  ___________________________________________________________________
 AV0940* NAD 83(1993)-  29 46 27.28100(N)    093 56 35.60224(W)     ADJUSTED  
 AV0940* NAVD 88     -                                                        
 AV0940  ___________________________________________________________________
 AV0940  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AV0940  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AV0940
 AV0940  HORZ ORDER  -  THIRD
 AV0940
 AV0940.The horizontal coordinates were established by classical geodetic methods
 AV0940.and adjusted by the National Geodetic Survey in February 1996..
 AV0940
 AV0940
 AV0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0940
 AV0940.The geoid height was determined by GEOID03.
 AV0940
 AV0940;                    North         East     Units Scale Factor Converg.
 AV0940;SPC TXSC     - 4,225,675.407 1,088,805.281   MT  0.99989254   +2 28 38.6
 AV0940;SPC TXSC     -13,863,736.73  3,572,188.66   sFT  0.99989254   +2 28 38.6
 AV0940;SPC LA S     -   144,116.994   747,652.052   MT  0.99993352   -1 18 17.9
 AV0940;SPC LA S     -   472,823.84  2,452,921.77   sFT  0.99993352   -1 18 17.9
 AV0940;UTM  15      - 3,294,142.980   408,821.036   MT  0.99970257   -0 28 06.3
 AV0940
 AV0940                          SUPERSEDED SURVEY CONTROL
 AV0940
 AV0940  NAD 83(1993)-  29 46 27.28029(N)    093 56 35.60214(W) AD(       ) 4
 AV0940  NAD 83(1986)-  29 46 27.30470(N)    093 56 35.58761(W) AD(       ) 4
 AV0940  NAD 27      -  29 46 26.46700(N)    093 56 34.97100(W) AD(       ) 3
 AV0940
 AV0940.Superseded values are not recommended for survey control.
 AV0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0940.See file dsdata.txt to determine how the superseded data were derived.
 AV0940
 AV0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0882194143(NAD 83)
 AV0940_MARKER: 15 = RANGE MARKER
 AV0940
 AV0940  HISTORY     - Date     Condition        Report By
 AV0940  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0940
 AV0940                          STATION DESCRIPTION
 AV0940
 AV0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0940'THE STATION IS A BLACK RECTANGULAR DAYMARK ON SKELETON TOWER
 AV0940'ON PILES.  FOUND IN LIST OF LIGHTS AND OTHER MARINE AIDS, VOLUME
 AV0940'2, ATLANTIC AND GULF COAST CG-160 1962.  THE INTERSECTING
 AV0940'POINT WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0974 ***********************************************************************
 AV0974  DESIGNATION -  PORT ARTHUR COLLEGE RADIO MAST
 AV0974  PID         -  AV0974
 AV0974  STATE/COUNTY-  TX/JEFFERSON
 AV0974  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0974
 AV0974                         *CURRENT SURVEY CONTROL
 AV0974  ___________________________________________________________________
 AV0974* NAD 83(1993)-  29 52 46.29032(N)    093 55 35.00458(W)     ADJUSTED  
 AV0974* NAVD 88     -                                                        
 AV0974  ___________________________________________________________________
 AV0974  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0974  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AV0974
 AV0974  HORZ ORDER  -  THIRD
 AV0974
 AV0974.The horizontal coordinates were established by classical geodetic methods
 AV0974.and adjusted by the National Geodetic Survey in February 1996..
 AV0974
 AV0974
 AV0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0974
 AV0974.The geoid height was determined by GEOID03.
 AV0974
 AV0974;                    North         East     Units Scale Factor Converg.
 AV0974;SPC TXSC     - 4,237,404.012 1,089,925.292   MT  0.99990828   +2 29 08.3
 AV0974;SPC TXSC     -13,902,216.33  3,575,863.23   sFT  0.99990828   +2 29 08.3
 AV0974;SPC TX C     - 3,041,417.588 1,318,629.690   MT  1.00007174   +3 17 59.8
 AV0974;SPC TX C     - 9,978,384.20  4,326,204.24   sFT  1.00007174   +3 17 59.8
 AV0974;SPC LA S     -   155,746.524   749,543.360   MT  0.99992797   -1 17 47.6
 AV0974;SPC LA S     -   510,978.39  2,459,126.84   sFT  0.99992797   -1 17 47.6
 AV0974;UTM  15      - 3,305,796.182   410,542.111   MT  0.99969874   -0 27 41.5
 AV0974
 AV0974                          SUPERSEDED SURVEY CONTROL
 AV0974
 AV0974  NAD 83(1993)-  29 52 46.29006(N)    093 55 35.00448(W) AD(       ) 4
 AV0974  NAD 83(1986)-  29 52 46.31170(N)    093 55 34.98811(W) AD(       ) 4
 AV0974  NAD 27      -  29 52 45.53600(N)    093 55 34.37100(W) AD(       ) 3
 AV0974
 AV0974.Superseded values are not recommended for survey control.
 AV0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0974.See file dsdata.txt to determine how the superseded data were derived.
 AV0974
 AV0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1054205796(NAD 83)
 AV0974_MARKER: 42 = RADIO/TV MAST
 AV0974
 AV0974  HISTORY     - Date     Condition        Report By
 AV0974  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0974  HISTORY     - 1983     GOOD             LOCENG
 AV0974  HISTORY     - 1984     GOOD             USPSQD
 AV0974  HISTORY     - 19860709 GOOD             USPSQD
 AV0974  HISTORY     - 19940902 GOOD             USPSQD
 AV0974  HISTORY     - 20010331 GOOD             NGS
 AV0974  HISTORY     - 20010331 GOOD             NGS
 AV0974  HISTORY     - 20020913 GOOD             USPSQD
 AV0974
 AV0974                          STATION DESCRIPTION
 AV0974
 AV0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0974'STATION IS THE BASE OF THE VERTICAL POLE ON TOP OF THE RADIO
 AV0974'MAST OF THE STATION AT PORT ARTHUR COLLEGE, 51.7 METERS NW
 AV0974'OF THE CENTER LINE OF LAKE SHORE DRIVE.
 AV0974
 AV0974                          STATION RECOVERY (1983)
 AV0974
 AV0974'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (DD)
 AV0974'WHIP ANTENNA ON TOP OF RADIO MAST (PORT ARTHUR COLLEGE IS NOW A PORT
 AV0974'OF LAMAR UNIVERSITY) GOOD CONDITION.
 AV0974
 AV0974                          STATION RECOVERY (1984)
 AV0974
 AV0974'RECOVERY NOTE BY US POWER SQUADRON 1984 (GBW)
 AV0974'STATION RECOVERED AS DESCRIBED EXCEPT PORT ARTHUR COLLEGE IS NOW THE
 AV0974'PORT ARTHUR CAMPUS OF LAMAR UNIVERSITY, A TEXAS STATE UNIVERSITY.
 AV0974
 AV0974                          STATION RECOVERY (1986)
 AV0974
 AV0974'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0974'RECOVERED IN GOOD CONDITION.
 AV0974
 AV0974                          STATION RECOVERY (1994)
 AV0974
 AV0974'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0974'RECOVERED IN GOOD CONDITION.
 AV0974
 AV0974                          STATION RECOVERY (2001)
 AV0974
 AV0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0974'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0974
 AV0974                          STATION RECOVERY (2001)
 AV0974
 AV0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0974'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0974
 AV0974                          STATION RECOVERY (2002)
 AV0974
 AV0974'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0935 ***********************************************************************
 AV0935  DESIGNATION -  PORT ARTHUR GOODHUE HOTEL TWR
 AV0935  PID         -  AV0935
 AV0935  STATE/COUNTY-  TX/JEFFERSON
 AV0935  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0935
 AV0935                         *CURRENT SURVEY CONTROL
 AV0935  ___________________________________________________________________
 AV0935* NAD 83(1993)-  29 52 22.74641(N)    093 56 07.93313(W)     ADJUSTED  
 AV0935* NAVD 88     -                                                        
 AV0935  ___________________________________________________________________
 AV0935  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AV0935  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AV0935
 AV0935  HORZ ORDER  -  THIRD
 AV0935
 AV0935.The horizontal coordinates were established by classical geodetic methods
 AV0935.and adjusted by the National Geodetic Survey in February 1996..
 AV0935
 AV0935
 AV0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0935
 AV0935.The geoid height was determined by GEOID03.
 AV0935
 AV0935;                    North         East     Units Scale Factor Converg.
 AV0935;SPC TXSC     - 4,236,641.517 1,089,073.977   MT  0.99990720   +2 28 52.1
 AV0935;SPC TXSC     -13,899,714.71  3,573,070.21   sFT  0.99990720   +2 28 52.1
 AV0935;SPC LA S     -   155,041.832   748,643.584   MT  0.99992822   -1 18 04.1
 AV0935;SPC LA S     -   508,666.41  2,456,174.83   sFT  0.99992822   -1 18 04.1
 AV0935;UTM  15      - 3,305,078.615   409,652.903   MT  0.99970071   -0 27 57.6
 AV0935
 AV0935                          SUPERSEDED SURVEY CONTROL
 AV0935
 AV0935  NAD 83(1993)-  29 52 22.74609(N)    093 56 07.93308(W) AD(       ) 4
 AV0935  NAD 83(1986)-  29 52 22.76772(N)    093 56 07.91696(W) AD(       ) 4
 AV0935  NAD 27      -  29 52 21.97800(N)    093 56 07.30200(W) AD(       ) 3
 AV0935
 AV0935.Superseded values are not recommended for survey control.
 AV0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0935.See file dsdata.txt to determine how the superseded data were derived.
 AV0935
 AV0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0965305079(NAD 83)
 AV0935_MARKER: 55 = TOWER
 AV0935
 AV0935  HISTORY     - Date     Condition        Report By
 AV0935  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0935  HISTORY     - 1947     GOOD             CGS
 AV0935  HISTORY     - 1957     GOOD             CGS
 AV0935  HISTORY     - 1963     GOOD             CGS
 AV0935  HISTORY     - 1984     GOOD             USPSQD
 AV0935  HISTORY     - 19860608 GOOD             USPSQD
 AV0935  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 AV0935  HISTORY     - 19940902 MARK NOT FOUND   USPSQD
 AV0935  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0935  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0935
 AV0935                          STATION DESCRIPTION
 AV0935
 AV0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0935'STATION IS WEATHER VANE ON THE HIGHEST POINT OF THE GOODHUE
 AV0935'HOTEL LOCATED AT PORT ARTHUR.
 AV0935
 AV0935                          STATION RECOVERY (1947)
 AV0935
 AV0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0935'STATION RECOVERED.  THE WEATHER VANE IS NO LONGER IN PLACE,
 AV0935'BUT THE HIGHEST POINT ON THE HOTEL CAN BE EASILY IDENTIFIED.
 AV0935
 AV0935                          STATION RECOVERY (1957)
 AV0935
 AV0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0935'STATION RECOVERED AS DESCRIBED BY R.A.G. 1947.
 AV0935
 AV0935                          STATION RECOVERY (1963)
 AV0935
 AV0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0935'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AV0935'GOOD CONDITION.
 AV0935
 AV0935                          STATION RECOVERY (1984)
 AV0935
 AV0935'RECOVERY NOTE BY US POWER SQUADRON 1984 (NYC)
 AV0935'THIS STATION RECOVERED AS DESCRIBED BY R.A.G. 1947 HIGHEST POINT
 AV0935'ON THE HOTEL CAN BE EASILY IDENTIFIED.
 AV0935
 AV0935                          STATION RECOVERY (1986)
 AV0935
 AV0935'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0935'RECOVERED IN GOOD CONDITION.
 AV0935
 AV0935                          STATION RECOVERY (1991)
 AV0935
 AV0935'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 AV0935'MARK NOT FOUND.
 AV0935
 AV0935                          STATION RECOVERY (1994)
 AV0935
 AV0935'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0935'MARK NOT FOUND.
 AV0935
 AV0935                          STATION RECOVERY (2001)
 AV0935
 AV0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0935'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0935
 AV0935                          STATION RECOVERY (2001)
 AV0935
 AV0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0935'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0958 ***********************************************************************
 AV0958  DESIGNATION -  PORT ARTHUR GULF REFIN TAL STK
 AV0958  PID         -  AV0958
 AV0958  STATE/COUNTY-  TX/JEFFERSON
 AV0958  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0958
 AV0958                         *CURRENT SURVEY CONTROL
 AV0958  ___________________________________________________________________
 AV0958* NAD 83(1993)-  29 51 57.90912(N)    093 58 06.52011(W)     ADJUSTED  
 AV0958* NAVD 88     -                                                        
 AV0958  ___________________________________________________________________
 AV0958  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0958  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AV0958
 AV0958  HORZ ORDER  -  THIRD
 AV0958
 AV0958.The horizontal coordinates were established by classical geodetic methods
 AV0958.and adjusted by the National Geodetic Survey in February 1996..
 AV0958
 AV0958
 AV0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0958
 AV0958.The geoid height was determined by GEOID03.
 AV0958
 AV0958;                    North         East     Units Scale Factor Converg.
 AV0958;SPC TXSC     - 4,235,740.207 1,085,927.748   MT  0.99990608   +2 27 54.0
 AV0958;SPC TXSC     -13,896,757.66  3,562,747.95   sFT  0.99990608   +2 27 54.0
 AV0958;SPC LA S     -   154,350.020   745,444.681   MT  0.99992849   -1 19 03.4
 AV0958;SPC LA S     -   506,396.69  2,445,679.76   sFT  0.99992849   -1 19 03.4
 AV0958;UTM  15      - 3,304,340.413   406,465.139   MT  0.99970794   -0 28 56.3
 AV0958
 AV0958                          SUPERSEDED SURVEY CONTROL
 AV0958
 AV0958  NAD 83(1993)-  29 51 57.90880(N)    093 58 06.51995(W) AD(       ) 4
 AV0958  NAD 83(1986)-  29 51 57.93041(N)    093 58 06.50313(W) AD(       ) 4
 AV0958  NAD 27      -  29 51 57.14700(N)    093 58 05.87200(W) AD(       ) 3
 AV0958
 AV0958.Superseded values are not recommended for survey control.
 AV0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0958.See file dsdata.txt to determine how the superseded data were derived.
 AV0958
 AV0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0646504340(NAD 83)
 AV0958_MARKER: 63 = STACK
 AV0958
 AV0958  HISTORY     - Date     Condition        Report By
 AV0958  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0958  HISTORY     - 1947     GOOD             CGS
 AV0958  HISTORY     - 1951     GOOD             CGS
 AV0958  HISTORY     - 1960     GOOD             CGS
 AV0958  HISTORY     - 1963     GOOD             CGS
 AV0958  HISTORY     - 1984     GOOD             USPSQD
 AV0958  HISTORY     - 1984     GOOD             USPSQD
 AV0958  HISTORY     - 1988     GOOD             USPSQD
 AV0958  HISTORY     - 19940902 GOOD             USPSQD
 AV0958  HISTORY     - 20010331 GOOD             NGS
 AV0958  HISTORY     - 20010331 GOOD             NGS
 AV0958  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0958
 AV0958                          STATION DESCRIPTION
 AV0958
 AV0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0958'STATION IS CENTER OF TOP OF TALLEST STACK OF THE GULF
 AV0958'REFINING COMPANY AT WEST PORT ARTHUR.  STACK IS OF RED BRICK,
 AV0958'403 FEET HIGH, WITH GULF REFINING COMPANY OUTLINED IN WHITE
 AV0958'BRICK, AND IS STACK FOR MAIN POWER PLANT OF REFINERY.
 AV0958'
 AV0958'THIS STATION IS THE MOST CONSPICUOUS OBJECT IN THE VICINITY
 AV0958'AND ITS GREAT HEIGHT ENABLES IT TO BE SEEN A CONSIDERABLE
 AV0958'DISTANCE AT SEA.
 AV0958
 AV0958                          STATION RECOVERY (1947)
 AV0958
 AV0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0958'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AV0958
 AV0958                          STATION RECOVERY (1951)
 AV0958
 AV0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (REW)
 AV0958'STATION WAS RECOVERED IN GOOD CONDITION.
 AV0958
 AV0958                          STATION RECOVERY (1960)
 AV0958
 AV0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AV0958'STATION RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AV0958
 AV0958                          STATION RECOVERY (1963)
 AV0958
 AV0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0958'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AV0958'CONDITION.
 AV0958
 AV0958                          STATION RECOVERY (1984)
 AV0958
 AV0958'RECOVERY NOTE BY US POWER SQUADRON 1984 (GBW)
 AV0958'STATION RECOVERED JULY 1984 AS DESCRIBED IN C AND GS HORIZONTAL
 AV0958'CONTROL DATA DATED OCTOBER 1966 WITH EXCEPTION THAT GULF REFINING CO
 AV0958'(GULF OIL CORPORATION) IS NOW MERGED WITH STANDARD OIL CO OF
 AV0958'CALIFORNIA, NOW KNOWN AS SHEVRON CORPORATION.
 AV0958
 AV0958                          STATION RECOVERY (1984)
 AV0958
 AV0958'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 AV0958'STATION FOUND GOOD.
 AV0958'
 AV0958'STATION WAS RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA OCTOBER
 AV0958'1966 ISSUE AND FOUND TO BE IN GOOD CONDITION.
 AV0958
 AV0958                          STATION RECOVERY (1988)
 AV0958
 AV0958'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0958'RECOVERED IN GOOD CONDITION.
 AV0958
 AV0958                          STATION RECOVERY (1994)
 AV0958
 AV0958'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0958'RECOVERED IN GOOD CONDITION.
 AV0958
 AV0958                          STATION RECOVERY (2001)
 AV0958
 AV0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0958'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0958
 AV0958                          STATION RECOVERY (2001)
 AV0958
 AV0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0958'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0958
 AV0958                          STATION RECOVERY (2002)
 AV0958
 AV0958'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0934 ***********************************************************************
 AV0934  DESIGNATION -  PORT ARTHUR GULF ST UTIL STK
 AV0934  PID         -  AV0934
 AV0934  STATE/COUNTY-  TX/JEFFERSON
 AV0934  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0934
 AV0934                         *CURRENT SURVEY CONTROL
 AV0934  ___________________________________________________________________
 AV0934* NAD 83(1993)-  29 51 57.55495(N)    093 56 07.55630(W)     ADJUSTED  
 AV0934* NAVD 88     -                                                        
 AV0934  ___________________________________________________________________
 AV0934  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AV0934  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AV0934
 AV0934  HORZ ORDER  -  THIRD
 AV0934
 AV0934.The horizontal coordinates were established by classical geodetic methods
 AV0934.and adjusted by the National Geodetic Survey in February 1996..
 AV0934
 AV0934
 AV0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0934
 AV0934.The geoid height was determined by GEOID03.
 AV0934
 AV0934;                    North         East     Units Scale Factor Converg.
 AV0934;SPC TXSC     - 4,235,867.066 1,089,117.657   MT  0.99990607   +2 28 52.3
 AV0934;SPC TXSC     -13,897,173.87  3,573,213.51   sFT  0.99990607   +2 28 52.3
 AV0934;SPC LA S     -   154,266.169   748,636.081   MT  0.99992850   -1 18 03.9
 AV0934;SPC LA S     -   506,121.59  2,456,150.21   sFT  0.99992850   -1 18 03.9
 AV0934;UTM  15      - 3,304,303.102   409,656.707   MT  0.99970070   -0 27 57.1
 AV0934
 AV0934                          SUPERSEDED SURVEY CONTROL
 AV0934
 AV0934  NAD 83(1993)-  29 51 57.55468(N)    093 56 07.55622(W) AD(       ) 4
 AV0934  NAD 83(1986)-  29 51 57.57653(N)    093 56 07.53988(W) AD(       ) 4
 AV0934  NAD 27      -  29 51 56.80000(N)    093 56 06.91700(W) AD(       ) 3
 AV0934
 AV0934.Superseded values are not recommended for survey control.
 AV0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0934.See file dsdata.txt to determine how the superseded data were derived.
 AV0934
 AV0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0965704303(NAD 83)
 AV0934_MARKER: 63 = STACK
 AV0934
 AV0934  HISTORY     - Date     Condition        Report By
 AV0934  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0934  HISTORY     - 1947     GOOD             CGS
 AV0934  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0934  HISTORY     - 19860709 MARK NOT FOUND   USPSQD
 AV0934
 AV0934                          STATION DESCRIPTION
 AV0934
 AV0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0934'STATION IS CENTER OF THE TOP OF THE WHITE CONCRETE STACK OF THE
 AV0934'PORT ARTHUR PLANT OF THE GULF STATES UTILITIES COMPANY, AND IS
 AV0934'THE TALLEST STACK IN THE VICINITY.  LOCATED NEAR THE SABINE
 AV0934'NECHES CANAL AT THE END OF HOUSTON AVENUE.
 AV0934
 AV0934                          STATION RECOVERY (1947)
 AV0934
 AV0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0934'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AV0934
 AV0934                          STATION RECOVERY (1984)
 AV0934
 AV0934'RECOVERY NOTE BY US POWER SQUADRON 1984 (GBW)
 AV0934'THIS STATION NO LONGER EXISTS.  IT HAS BEEN DESTROYED.
 AV0934
 AV0934                          STATION RECOVERY (1986)
 AV0934
 AV0934'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0961 ***********************************************************************
 AV0961  DESIGNATION -  PORT ARTHUR HIGH SCHOOL STACK
 AV0961  PID         -  AV0961
 AV0961  STATE/COUNTY-  TX/JEFFERSON
 AV0961  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0961
 AV0961                         *CURRENT SURVEY CONTROL
 AV0961  ___________________________________________________________________
 AV0961* NAD 83(1993)-  29 52 41.02522(N)    093 55 32.02519(W)     ADJUSTED  
 AV0961* NAVD 88     -                                                        
 AV0961  ___________________________________________________________________
 AV0961  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0961  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AV0961
 AV0961  HORZ ORDER  -  THIRD
 AV0961
 AV0961.The horizontal coordinates were established by classical geodetic methods
 AV0961.and adjusted by the National Geodetic Survey in February 1996..
 AV0961
 AV0961
 AV0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0961
 AV0961.The geoid height was determined by GEOID03.
 AV0961
 AV0961;                    North         East     Units Scale Factor Converg.
 AV0961;SPC TXSC     - 4,237,245.525 1,090,012.190   MT  0.99990804   +2 29 09.7
 AV0961;SPC TXSC     -13,901,696.36  3,576,148.33   sFT  0.99990804   +2 29 09.7
 AV0961;SPC TX C     - 3,041,260.326 1,318,718.847   MT  1.00007224   +3 18 01.4
 AV0961;SPC TX C     - 9,977,868.25  4,326,496.75   sFT  1.00007224   +3 18 01.4
 AV0961;SPC LA S     -   155,582.647   749,619.616   MT  0.99992803   -1 17 46.1
 AV0961;SPC LA S     -   510,440.73  2,459,377.02   sFT  0.99992803   -1 17 46.1
 AV0961;UTM  15      - 3,305,633.471   410,620.729   MT  0.99969856   -0 27 40.0
 AV0961
 AV0961                          SUPERSEDED SURVEY CONTROL
 AV0961
 AV0961  NAD 83(1993)-  29 52 41.02495(N)    093 55 32.02510(W) AD(       ) 4
 AV0961  NAD 83(1986)-  29 52 41.04675(N)    093 55 32.00866(W) AD(       ) 4
 AV0961  NAD 27      -  29 52 40.27600(N)    093 55 31.38500(W) AD(       ) 3
 AV0961
 AV0961.Superseded values are not recommended for survey control.
 AV0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0961.See file dsdata.txt to determine how the superseded data were derived.
 AV0961
 AV0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1062105633(NAD 83)
 AV0961_MARKER: 63 = STACK
 AV0961
 AV0961  HISTORY     - Date     Condition        Report By
 AV0961  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0961  HISTORY     - 1947     GOOD             CGS
 AV0961  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0961  HISTORY     - 19860709 MARK NOT FOUND   USPSQD
 AV0961
 AV0961                          STATION DESCRIPTION
 AV0961
 AV0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0961'STATION IS THE CENTER OF THE TOP OF THE WHITE CONCRETE STACK
 AV0961'OF THE POWER PLANT OF THE PORT ARTHUR HIGH SCHOOL.
 AV0961
 AV0961                          STATION RECOVERY (1947)
 AV0961
 AV0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0961'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 AV0961
 AV0961                          STATION RECOVERY (1984)
 AV0961
 AV0961'RECOVERY NOTE BY US POWER SQUADRON 1984 (NYC)
 AV0961'THIS STATION IS NO LONGER IN EXISTANCE - IT HAS BEEN DESTROYED.
 AV0961
 AV0961                          STATION RECOVERY (1986)
 AV0961
 AV0961'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0951 ***********************************************************************
 AV0951  DESIGNATION -  PORT ARTHUR KAN CITY S RR TK
 AV0951  PID         -  AV0951
 AV0951  STATE/COUNTY-  TX/JEFFERSON
 AV0951  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0951
 AV0951                         *CURRENT SURVEY CONTROL
 AV0951  ___________________________________________________________________
 AV0951* NAD 83(1993)-  29 50 36.77829(N)    093 57 20.40074(W)     ADJUSTED  
 AV0951* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0951  ___________________________________________________________________
 AV0951  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0951  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AV0951
 AV0951  HORZ ORDER  -  THIRD
 AV0951
 AV0951.The horizontal coordinates were established by classical geodetic methods
 AV0951.and adjusted by the National Geodetic Survey in February 1996..
 AV0951
 AV0951.The orthometric height was scaled from a topographic map.
 AV0951
 AV0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0951
 AV0951.The geoid height was determined by GEOID03.
 AV0951
 AV0951;                    North         East     Units Scale Factor Converg.
 AV0951;SPC TXSC     - 4,233,297.912 1,087,271.926   MT  0.99990252   +2 28 16.6
 AV0951;SPC TXSC     -13,888,744.90  3,567,157.98   sFT  0.99990252   +2 28 16.6
 AV0951;SPC LA S     -   151,824.309   746,624.842   MT  0.99992949   -1 18 40.3
 AV0951;SPC LA S     -   498,110.25  2,449,551.67   sFT  0.99992949   -1 18 40.3
 AV0951;UTM  15      - 3,301,832.735   407,681.731   MT  0.99970515   -0 28 32.2
 AV0951
 AV0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0951!SPC TXSC     -   1.00000411  x   0.99990252  =   0.99990663
 AV0951!SPC LA S     -   1.00000411  x   0.99992949  =   0.99993360
 AV0951!UTM  15      -   1.00000411  x   0.99970515  =   0.99970926
 AV0951
 AV0951:                Primary Azimuth Mark                     Grid Az
 AV0951:SPC TXSC     -  FAD 1923                                 213 06 52.2
 AV0951:SPC LA S     -  FAD 1923                                 216 53 49.1
 AV0951:UTM  15      -  FAD 1923                                 216 03 41.0
 AV0951
 AV0951|---------------------------------------------------------------------|
 AV0951| PID    Reference Object                     Distance      Geod. Az  |
 AV0951|                                                           dddmmss.s |
 AV0951| AW5733 FAD 1923                            APPROX.25.6 KM 2153508.8 |
 AV0951|---------------------------------------------------------------------|
 AV0951
 AV0951                          SUPERSEDED SURVEY CONTROL
 AV0951
 AV0951  NAD 83(1993)-  29 50 36.77801(N)    093 57 20.40067(W) AD(       ) 3
 AV0951  NAD 83(1986)-  29 50 36.80020(N)    093 57 20.38456(W) AD(       ) 3
 AV0951  NAD 27      -  29 50 36.02700(N)    093 57 19.77700(W) AD(       ) 3
 AV0951
 AV0951.Superseded values are not recommended for survey control.
 AV0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0951.See file dsdata.txt to determine how the superseded data were derived.
 AV0951
 AV0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0768201833(NAD 83)
 AV0951_MARKER: 54 = WATER TOWER
 AV0951
 AV0951  HISTORY     - Date     Condition        Report By
 AV0951  HISTORY     - 1912     FIRST OBSERVED   CGS
 AV0951  HISTORY     - 1923     GOOD             CGS
 AV0951  HISTORY     - 1931     GOOD             CGS
 AV0951  HISTORY     - 1933     GOOD             CGS
 AV0951  HISTORY     - 1947     GOOD             CGS
 AV0951  HISTORY     - 1957     GOOD             CGS
 AV0951  HISTORY     - 1963     GOOD             CGS
 AV0951  HISTORY     - 19860708 MARK NOT FOUND   USPSQD
 AV0951
 AV0951                          STATION DESCRIPTION
 AV0951
 AV0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FSB)
 AV0951'TOWER IS NOT OVER 200 FEET HIGH AND IS LOCATED ABOUT 30 METERS
 AV0951'W OF THE MACADAM ROAD WHICH RUNS FROM SEVENTH STREET TO THE
 AV0951'TEXAS COMPANY DOCKS.  IT IS ABOUT 100 METERS N OF THE SHORE
 AV0951'END OF THE COTTON DOCK.  ON ACCOUNT OF ITS HEIGHT ACCESSIBILITY
 AV0951'AND FACILITIES FOR SETTING UP AN INSTRUMENT, IT MAKES AN
 AV0951'EXCELLENT POINT FROM WHICH TO OBSERVE LONG LINES.
 AV0951'
 AV0951'STATION WAS NOT MARKED.  ALL OBSERVATIONS REDUCED TO CENTER
 AV0951'OF TANK.
 AV0951
 AV0951                          STATION RECOVERY (1931)
 AV0951
 AV0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AV0951'A FLAT-TOP BLACK WATER TANK ABOUT 125 FEET HIGH OWNED BY THE
 AV0951'TEXAS COMPANY AND ABOUT 1/4 MILE E OF THEIR REFINERY AND
 AV0951'DOCKS IN WEST PORT ARTHUR.  THIS TANK IS ON THE TEXAS COMPANY
 AV0951'PROPERTY AND THE ONLY ONE IN THE IMMEDIATE VICINITY.
 AV0951
 AV0951                          STATION RECOVERY (1933)
 AV0951
 AV0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0951'STATION RECOVERED AS DESCRIBED.  THE TOP HAS BEEN REMOVED FROM
 AV0951'THE TANK.  IT IS 24.2 METERS FROM THE CENTER LINE OF ROAD AND
 AV0951'41.5 METERS FROM NEAREST RAIL OF KANSAS CITY SOUTHERN RAILWAY.
 AV0951
 AV0951                          STATION RECOVERY (1947)
 AV0951
 AV0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0951'STATION RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AV0951
 AV0951                          STATION RECOVERY (1957)
 AV0951
 AV0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0951'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION IS
 AV0951'ADEQUATE.
 AV0951
 AV0951                          STATION RECOVERY (1963)
 AV0951
 AV0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0951'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF PORT
 AV0951'ARTHUR, AT THE GRAIN ELEVATOR DOCKS.  IT IS A 4 LEGGED LACED
 AV0951'STEEL WATER TANK.  IT IS 250 FEET HIGH AND IS SILVER IN COLOR
 AV0951'WITH A BALL ON THE TOP.  THE INTERSECTING POINT WAS THE TOP
 AV0951'CENTER.
 AV0951'
 AV0951'FORMERLY LISTED AS--PRT ARTHUR, TEXAS OIL CO DOCKS, WATER TANK,
 AV0951'1912.
 AV0951
 AV0951                          STATION RECOVERY (1986)
 AV0951
 AV0951'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0975 ***********************************************************************
 AV0975  DESIGNATION -  PORT ARTHUR MUNICIPAL TANK
 AV0975  PID         -  AV0975
 AV0975  STATE/COUNTY-  TX/JEFFERSON
 AV0975  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0975
 AV0975                         *CURRENT SURVEY CONTROL
 AV0975  ___________________________________________________________________
 AV0975* NAD 83(1993)-  29 53 04.93727(N)    093 56 03.23853(W)     ADJUSTED  
 AV0975* NAVD 88     -                                                        
 AV0975  ___________________________________________________________________
 AV0975  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0975  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AV0975
 AV0975  HORZ ORDER  -  THIRD
 AV0975
 AV0975.The horizontal coordinates were established by classical geodetic methods
 AV0975.and adjusted by the National Geodetic Survey in February 1996..
 AV0975
 AV0975
 AV0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0975
 AV0975.The geoid height was determined by GEOID03.
 AV0975
 AV0975;                    North         East     Units Scale Factor Converg.
 AV0975;SPC TXSC     - 4,237,944.765 1,089,143.581   MT  0.99990914   +2 28 54.4
 AV0975;SPC TXSC     -13,903,990.45  3,573,298.57   sFT  0.99990914   +2 28 54.4
 AV0975;SPC TX C     - 3,041,947.264 1,317,840.246   MT  1.00007000   +3 17 45.3
 AV0975;SPC TX C     - 9,980,121.98  4,323,614.21   sFT  1.00007000   +3 17 45.3
 AV0975;SPC LA S     -   156,337.676   748,799.008   MT  0.99992779   -1 18 01.7
 AV0975;SPC LA S     -   512,917.86  2,456,684.75   sFT  0.99992779   -1 18 01.7
 AV0975;UTM  15      - 3,306,376.291   409,789.395   MT  0.99970040   -0 27 55.9
 AV0975
 AV0975                          SUPERSEDED SURVEY CONTROL
 AV0975
 AV0975  NAD 83(1993)-  29 53 04.93699(N)    093 56 03.23847(W) AD(       ) 4
 AV0975  NAD 83(1986)-  29 53 04.95857(N)    093 56 03.22222(W) AD(       ) 4
 AV0975  NAD 27      -  29 53 04.18300(N)    093 56 02.59900(W) AD(       ) 3
 AV0975
 AV0975.Superseded values are not recommended for survey control.
 AV0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0975.See file dsdata.txt to determine how the superseded data were derived.
 AV0975
 AV0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0978906376(NAD 83)
 AV0975_MARKER: 51 = TANK
 AV0975
 AV0975  HISTORY     - Date     Condition        Report By
 AV0975  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0975  HISTORY     - 1945     GOOD             CGS
 AV0975  HISTORY     - 1947     GOOD             CGS
 AV0975  HISTORY     - 1957     GOOD             CGS
 AV0975  HISTORY     - 1960     GOOD             CGS
 AV0975  HISTORY     - 1963     GOOD             CGS
 AV0975  HISTORY     - 1965     GOOD             CGS
 AV0975  HISTORY     - 19860608 GOOD             USPSQD
 AV0975  HISTORY     - 1988     GOOD             USPSQD
 AV0975  HISTORY     - 19940902 GOOD             USPSQD
 AV0975  HISTORY     - 20010331 GOOD             NGS
 AV0975  HISTORY     - 20010331 GOOD             NGS
 AV0975  HISTORY     - 20020913 GOOD             USPSQD
 AV0975
 AV0975                          STATION DESCRIPTION
 AV0975
 AV0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0975'STATION IS THE BALL APEX OF THE LARGE, BLACK, MUNICIPAL WATER
 AV0975'TANK LOCATED AT STILLWELL BOULEVARD.
 AV0975
 AV0975                          STATION RECOVERY (1945)
 AV0975
 AV0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (SD)
 AV0975'STATION RECOVERED.
 AV0975
 AV0975                          STATION RECOVERY (1947)
 AV0975
 AV0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0975'RECOVERED AS DESCRIBED WITH FOLLOWING EXCEPTION--TANK IS NOW
 AV0975'SILVER COLORED.
 AV0975
 AV0975                          STATION RECOVERY (1957)
 AV0975
 AV0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0975'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION IS
 AV0975'ADEQUATE.
 AV0975
 AV0975                          STATION RECOVERY (1960)
 AV0975
 AV0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AV0975'STATION RECOVERED IN GOOD CONDITION.  IT IS A LARGE, SIX-LEGGED,
 AV0975'SILVER-COLORED, STEEL TANK WITH A CONICAL TOP, AND IS LOCATED
 AV0975'IN THE CENTER OF THE TRAFFIC CIRCLE AT STILLWELL AND THOMAS
 AV0975'BOULEVARDS IN PORT ARTHUR.
 AV0975
 AV0975                          STATION RECOVERY (1963)
 AV0975
 AV0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0975'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AV0975'GOOD CONDITION.
 AV0975
 AV0975                          STATION RECOVERY (1965)
 AV0975
 AV0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 AV0975'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 AV0975
 AV0975                          STATION RECOVERY (1986)
 AV0975
 AV0975'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0975'RECOVERED IN GOOD CONDITION.
 AV0975
 AV0975                          STATION RECOVERY (1988)
 AV0975
 AV0975'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0975'RECOVERED IN GOOD CONDITION.
 AV0975
 AV0975                          STATION RECOVERY (1994)
 AV0975
 AV0975'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0975'RECOVERED IN GOOD CONDITION.
 AV0975
 AV0975                          STATION RECOVERY (2001)
 AV0975
 AV0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0975'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0975
 AV0975                          STATION RECOVERY (2001)
 AV0975
 AV0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0975'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0975
 AV0975                          STATION RECOVERY (2002)
 AV0975
 AV0975'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0959 ***********************************************************************
 AV0959  DESIGNATION -  PORT ARTHUR NEW
 AV0959  PID         -  AV0959
 AV0959  STATE/COUNTY-  TX/JEFFERSON
 AV0959  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0959
 AV0959                         *CURRENT SURVEY CONTROL
 AV0959  ___________________________________________________________________
 AV0959* NAD 83(1993)-  29 53 50.53945(N)    093 54 15.86309(W)     ADJUSTED  
 AV0959* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AV0959  ___________________________________________________________________
 AV0959  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AV0959  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AV0959
 AV0959  HORZ ORDER  -  SECOND
 AV0959
 AV0959.The horizontal coordinates were established by classical geodetic methods
 AV0959.and adjusted by the National Geodetic Survey in February 1996..
 AV0959
 AV0959.The orthometric height was scaled from a topographic map.
 AV0959
 AV0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0959
 AV0959.The geoid height was determined by GEOID03.
 AV0959
 AV0959;                    North         East     Units Scale Factor Converg.
 AV0959;SPC TXSC     - 4,239,472.597 1,091,960.616   MT  0.99991128   +2 29 47.0
 AV0959;SPC TXSC     -13,909,003.01  3,582,540.79   sFT  0.99991128   +2 29 47.0
 AV0959;SPC TX C     - 3,043,515.233 1,320,635.718   MT  1.00006576   +3 18 40.6
 AV0959;SPC TX C     - 9,985,266.23  4,332,785.68   sFT  1.00006576   +3 18 40.6
 AV0959;SPC LA S     -   157,676.385   751,710.737   MT  0.99992737   -1 17 08.0
 AV0959;SPC LA S     -   517,309.94  2,466,237.64   sFT  0.99992737   -1 17 08.0
 AV0959;UTM  15      - 3,307,756.965   412,680.644   MT  0.99969407   -0 27 03.0
 AV0959
 AV0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0959!SPC TXSC     -   1.00000396  x   0.99991128  =   0.99991524
 AV0959!SPC TX C     -   1.00000396  x   1.00006576  =   1.00006972
 AV0959!SPC LA S     -   1.00000396  x   0.99992737  =   0.99993133
 AV0959!UTM  15      -   1.00000396  x   0.99969407  =   0.99969803
 AV0959
 AV0959|---------------------------------------------------------------------|
 AV0959| PID    Reference Object                     Distance      Geod. Az  |
 AV0959|                                                           dddmmss.s |
 AV0959| CV9299 PORT ARTHUR NEW RM 2                 25.694 METERS 08823     |
 AV0959| AV0933 JOHNSON BAYOU                       APPROX.12.4 KM 1134032.3 |
 AV0959| CV9298 PORT ARTHUR NEW RM 1                 22.475 METERS 17858     |
 AV0959| AV0944 W PORT ARTHUR TEXAS CO STK          APPROX. 9.1 KM 2151019.0 |
 AV0959| AV0953 W PORT ARTHUR GRAIN CHY ELEV A      APPROX. 8.2 KM 2175130.9 |
 AV0959| AV0934 PORT ARTHUR GULF ST UTIL STK        APPROX. 4.6 KM 2204508.2 |
 AV0959| AV0961 PORT ARTHUR HIGH SCHOOL STACK       APPROX. 3.0 KM 2234042.9 |
 AV0959| AV0955 W PORT ARTHUR E RAD MAST            APPROX. 8.7 KM 2240104.0 |
 AV0959| AV0957 W PORT ARTHUR W RAD MAST            APPROX. 8.7 KM 2245213.8 |
 AV0959| AV0974 PORT ARTHUR COLLEGE RADIO MAST      APPROX. 2.9 KM 2270155.7 |
 AV0959| AV0935 PORT ARTHUR GOODHUE HOTEL TWR       APPROX. 4.0 KM 2280311.7 |
 AV0959| AV0936 W PORT ARTHUR GULF REFIN CO TK      APPROX. 8.2 KM 2323712.9 |
 AV0959| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX. 7.1 KM 2404509.3 |
 AV0959| AV0941 W PORT ARTHUR GULF REFIN GR TK      APPROX. 6.8 KM 2410610.6 |
 AV0959| AV0975 PORT ARTHUR MUNICIPAL TANK          APPROX. 3.2 KM 2440123.3 |
 AV0959| AV0962 PORT ARTHUR ST MARYS HOSP STK       APPROX. 2.4 KM 3043318.3 |
 AV0959|---------------------------------------------------------------------|
 AV0959
 AV0959                          SUPERSEDED SURVEY CONTROL
 AV0959
 AV0959  NAD 83(1993)-  29 53 50.53922(N)    093 54 15.86296(W) AD(       ) 2
 AV0959  NAD 83(1986)-  29 53 50.56078(N)    093 54 15.84665(W) AD(       ) 2
 AV0959  NAD 27      -  29 53 49.78200(N)    093 54 15.23400(W) AD(       ) 2
 AV0959
 AV0959.Superseded values are not recommended for survey control.
 AV0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0959.See file dsdata.txt to determine how the superseded data were derived.
 AV0959
 AV0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1268107757(NAD 83)
 AV0959_MARKER: P = PIPE CAP
 AV0959_SETTING: 0 = UNSPECIFIED SETTING
 AV0959
 AV0959  HISTORY     - Date     Condition        Report By
 AV0959  HISTORY     - 1933     MONUMENTED       USE
 AV0959  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0959  HISTORY     - 1952     SEE DESCRIPTION  USGS
 AV0959  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AV0959  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0959  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0959
 AV0959                          STATION DESCRIPTION
 AV0959
 AV0959'DESCRIBED BY US ENGINEERS 1933 (ERM)
 AV0959'LOCATED ABOUT 2.5 MILES ABOVE PORT ARTHUR DRAWBRIDGE, ON
 AV0959'STRIP OF LAND BETWEEN THE LAKE AND THE CANAL, 30 METERS INSHORE
 AV0959'FROM CANAL, 50 METERS W OF HIGHEST GROUND IN VICINITY, AND ON
 AV0959'SPOIL BANK ABOUT 20 TO 25 FEET HIGH.  THERE IS A DENSE GROWTH
 AV0959'OF SCRUB BRUSH IN THIS AREA AND THE BANK AT THE EDGE OF THE
 AV0959'CANAL IS CAVING BACK.  THE STATION IS NEAR THE U.S. ENGINEER
 AV0959'REFERENCE LINE AND A WELL BEATEN PATH RUNS PARALLEL TO THE
 AV0959'CANAL THROUGH THE MARK.
 AV0959'
 AV0959'STATION MARK IS A 3-INCH GALVANIZED-IRON PIPE WITH BRONZE
 AV0959'CAP AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  PIPE IS
 AV0959'LEANING SLIGHTLY TO THE N DUE TO HAVING BEEN HIT BY THE
 AV0959'BOOM OF THE DREDGE, BUT AS THE PIPE WAS SOLID IT WAS NOT
 AV0959'DISTURBED AND THE STATION WAS TAKEN AS THE PUNCH MARK IN
 AV0959'TOP OF LEANING PIPE SLIGHTLY OFF CENTER.
 AV0959'
 AV0959'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.  REFERENCE
 AV0959'MARK 1 IS IN SCRUB GROWTH 6 FEET LOWER THAN THE STATION AND
 AV0959'REFERENCE MARK 2 IS IN SCRUB GROWTH 8 FEET LOWER THAN THE
 AV0959'STATION.
 AV0959'
 AV0959'A 12-FOOT SIGNAL WAS ERECTED OVER THE MARK TO CLEAR THE SCRUB
 AV0959'GROWTH.
 AV0959'
 AV0959'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 AV0959
 AV0959                          STATION RECOVERY (1947)
 AV0959
 AV0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0959'A SEARCH WAS MADE FOR THIS STATION, BUT IT WAS NOT FOUND.
 AV0959
 AV0959                          STATION RECOVERY (1952)
 AV0959
 AV0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AV0959'STATION IS DESTROYED.
 AV0959
 AV0959                          STATION RECOVERY (1995)
 AV0959
 AV0959'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0959'MARK NOT FOUND.
 AV0959
 AV0959                          STATION RECOVERY (2000)
 AV0959
 AV0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0959'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0959
 AV0959                          STATION RECOVERY (2001)
 AV0959
 AV0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0959'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0971 ***********************************************************************
 AV0971  DESIGNATION -  PORT ARTHUR NORTH TWIN CUPOLA
 AV0971  PID         -  AV0971
 AV0971  STATE/COUNTY-  TX/JEFFERSON
 AV0971  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0971
 AV0971                         *CURRENT SURVEY CONTROL
 AV0971  ___________________________________________________________________
 AV0971* NAD 83(1993)-  29 52 56.77101(N)    093 55 23.72003(W)     ADJUSTED  
 AV0971* NAVD 88     -                                                        
 AV0971  ___________________________________________________________________
 AV0971  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AV0971  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AV0971
 AV0971  HORZ ORDER  -  THIRD
 AV0971
 AV0971.The horizontal coordinates were established by classical geodetic methods
 AV0971.and adjusted by the National Geodetic Survey in February 1996..
 AV0971
 AV0971
 AV0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0971
 AV0971.The geoid height was determined by GEOID03.
 AV0971
 AV0971;                    North         East     Units Scale Factor Converg.
 AV0971;SPC TXSC     - 4,237,739.533 1,090,213.786   MT  0.99990876   +2 29 13.8
 AV0971;SPC TXSC     -13,903,317.12  3,576,809.73   sFT  0.99990876   +2 29 13.8
 AV0971;SPC TX C     - 3,041,757.231 1,318,913.433   MT  1.00007076   +3 18 05.6
 AV0971;SPC TX C     - 9,979,498.52  4,327,135.15   sFT  1.00007076   +3 18 05.6
 AV0971;SPC LA S     -   156,062.290   749,853.364   MT  0.99992787   -1 17 42.0
 AV0971;SPC LA S     -   512,014.36  2,460,143.91   sFT  0.99992787   -1 17 42.0
 AV0971;UTM  15      - 3,306,116.359   410,847.410   MT  0.99969806   -0 27 36.1
 AV0971
 AV0971                          SUPERSEDED SURVEY CONTROL
 AV0971
 AV0971  NAD 83(1993)-  29 52 56.77074(N)    093 55 23.71985(W) AD(       ) 4
 AV0971  NAD 83(1986)-  29 52 56.79210(N)    093 55 23.70287(W) AD(       ) 4
 AV0971  NAD 27      -  29 52 56.02300(N)    093 55 23.07700(W) AD(       ) 3
 AV0971
 AV0971.Superseded values are not recommended for survey control.
 AV0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0971.See file dsdata.txt to determine how the superseded data were derived.
 AV0971
 AV0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1084706116(NAD 83)
 AV0971_MARKER: 86 = CUPOLA
 AV0971
 AV0971  HISTORY     - Date     Condition        Report By
 AV0971  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0971  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AV0971  HISTORY     - 1984     GOOD             USPSQD
 AV0971  HISTORY     - 19860709 GOOD             USPSQD
 AV0971  HISTORY     - 19950408 GOOD             USPSQD
 AV0971  HISTORY     - 20001231 GOOD             NGS
 AV0971  HISTORY     - 20010331 GOOD             NGS
 AV0971  HISTORY     - 20020913 GOOD             USPSQD
 AV0971
 AV0971                          STATION DESCRIPTION
 AV0971
 AV0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0971'STATIONS ARE THE APEXES OF THE CUPOLAS ON A HOME LOCATED
 AV0971'ON THE W BANK OF THE SABINE NECHES CANAL ABOUT 0.8 MILE
 AV0971'(NAUTICAL) ABOVE THE LIFTBRIDGE AT PORT ARTHUR.  THE HOUSE
 AV0971'IS A BROWN STUCCO AND THE CUPOLAS SQUARE.
 AV0971
 AV0971                          STATION RECOVERY (1947)
 AV0971
 AV0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0971'TWIN CUPOLAS WERE FOUND IN THE AREA, THE ONLY ONES IN THE
 AV0971'AREA.  THEY ARE ON A THREE STORY BROWN BRICK BUILDING WHICH
 AV0971'IS THE MASONIC TEMPLE.  THIS BUILDING WAS STANDING IN 1933.
 AV0971'NO INFORMATION WAS OBTAINED ON ANY CUPOLAS THAT MAY HAVE
 AV0971'BEEN ON A DWELLING IN THE VICINITY THEN OR SINCE THEN.
 AV0971
 AV0971                          STATION RECOVERY (1984)
 AV0971
 AV0971'RECOVERY NOTE BY US POWER SQUADRON 1984 (GBW)
 AV0971'THIS STATION RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA
 AV0971'DATED OCTOBER 1966 BY RAG IN 1947.
 AV0971
 AV0971                          STATION RECOVERY (1986)
 AV0971
 AV0971'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0971'RECOVERED IN GOOD CONDITION.
 AV0971
 AV0971                          STATION RECOVERY (1995)
 AV0971
 AV0971'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0971'RECOVERED IN GOOD CONDITION.
 AV0971
 AV0971                          STATION RECOVERY (2000)
 AV0971
 AV0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0971'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0971
 AV0971                          STATION RECOVERY (2001)
 AV0971
 AV0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0971'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0971
 AV0971                          STATION RECOVERY (2002)
 AV0971
 AV0971'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0943 ***********************************************************************
 AV0943  DESIGNATION -  PORT ARTHUR RCA COM WPA MAST
 AV0943  PID         -  AV0943
 AV0943  STATE/COUNTY-  TX/JEFFERSON
 AV0943  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0943
 AV0943                         *CURRENT SURVEY CONTROL
 AV0943  ___________________________________________________________________
 AV0943* NAD 83(1993)-  29 49 13.27300(N)    093 57 43.49070(W)     ADJUSTED  
 AV0943* NAVD 88     -                                                        
 AV0943  ___________________________________________________________________
 AV0943  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0943  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AV0943
 AV0943  HORZ ORDER  -  THIRD
 AV0943
 AV0943.The horizontal coordinates were established by classical geodetic methods
 AV0943.and adjusted by the National Geodetic Survey in February 1996..
 AV0943
 AV0943
 AV0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0943
 AV0943.The geoid height was determined by GEOID03.
 AV0943
 AV0943;                    North         East     Units Scale Factor Converg.
 AV0943;SPC TXSC     - 4,230,702.588 1,086,763.460   MT  0.99989902   +2 28 05.3
 AV0943;SPC TXSC     -13,880,230.07  3,565,489.79   sFT  0.99989902   +2 28 05.3
 AV0943;SPC LA S     -   149,268.106   745,946.251   MT  0.99993068   -1 18 51.9
 AV0943;SPC LA S     -   489,723.78  2,447,325.33   sFT  0.99993068   -1 18 51.9
 AV0943;UTM  15      - 3,299,267.482   407,040.642   MT  0.99970662   -0 28 42.5
 AV0943
 AV0943                          SUPERSEDED SURVEY CONTROL
 AV0943
 AV0943  NAD 83(1993)-  29 49 13.27300(N)    093 57 43.49066(W) AD(       ) 4
 AV0943  NAD 83(1986)-  29 49 13.29615(N)    093 57 43.47544(W) AD(       ) 4
 AV0943  NAD 27      -  29 49 12.53000(N)    093 57 42.85800(W) AD(       ) 3
 AV0943
 AV0943.Superseded values are not recommended for survey control.
 AV0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0943.See file dsdata.txt to determine how the superseded data were derived.
 AV0943
 AV0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0704199267(NAD 83)
 AV0943_MARKER: 42 = RADIO/TV MAST
 AV0943
 AV0943  HISTORY     - Date     Condition        Report By
 AV0943  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0943  HISTORY     - 19860709 MARK NOT FOUND   USPSQD
 AV0943  HISTORY     - 19940902 MARK NOT FOUND   USPSQD
 AV0943  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0943  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0943
 AV0943                          STATION DESCRIPTION
 AV0943
 AV0943'DESCRIBED BY US POWER SQUADRON 1986 (EJB)
 AV0943'MARK NOT FOUND.
 AV0943
 AV0943                          STATION RECOVERY (1994)
 AV0943
 AV0943'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0943'MARK NOT FOUND.
 AV0943
 AV0943                          STATION RECOVERY (2001)
 AV0943
 AV0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0943'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0943
 AV0943                          STATION RECOVERY (2001)
 AV0943
 AV0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0943'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0972 ***********************************************************************
 AV0972  DESIGNATION -  PORT ARTHUR SOUTH TWIN CUPOLA
 AV0972  PID         -  AV0972
 AV0972  STATE/COUNTY-  TX/JEFFERSON
 AV0972  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0972
 AV0972                         *CURRENT SURVEY CONTROL
 AV0972  ___________________________________________________________________
 AV0972* NAD 83(1993)-  29 52 56.19768(N)    093 55 24.25876(W)     ADJUSTED  
 AV0972* NAVD 88     -                                                        
 AV0972  ___________________________________________________________________
 AV0972  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AV0972  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AV0972
 AV0972  HORZ ORDER  -  THIRD
 AV0972
 AV0972.The horizontal coordinates were established by classical geodetic methods
 AV0972.and adjusted by the National Geodetic Survey in February 1996..
 AV0972
 AV0972
 AV0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0972
 AV0972.The geoid height was determined by GEOID03.
 AV0972
 AV0972;                    North         East     Units Scale Factor Converg.
 AV0972;SPC TXSC     - 4,237,721.270 1,090,200.111   MT  0.99990873   +2 29 13.5
 AV0972;SPC TXSC     -13,903,257.20  3,576,764.86   sFT  0.99990873   +2 29 13.5
 AV0972;SPC TX C     - 3,041,738.772 1,318,900.016   MT  1.00007081   +3 18 05.4
 AV0972;SPC TX C     - 9,979,437.95  4,327,091.14   sFT  1.00007081   +3 18 05.4
 AV0972;SPC LA S     -   156,044.969   749,838.514   MT  0.99992787   -1 17 42.2
 AV0972;SPC LA S     -   511,957.54  2,460,095.19   sFT  0.99992787   -1 17 42.2
 AV0972;UTM  15      - 3,306,098.827   410,832.817   MT  0.99969809   -0 27 36.3
 AV0972
 AV0972                          SUPERSEDED SURVEY CONTROL
 AV0972
 AV0972  NAD 83(1993)-  29 52 56.19742(N)    093 55 24.25858(W) AD(       ) 4
 AV0972  NAD 83(1986)-  29 52 56.21875(N)    093 55 24.24155(W) AD(       ) 4
 AV0972  NAD 27      -  29 52 55.45000(N)    093 55 23.61600(W) AD(       ) 3
 AV0972
 AV0972.Superseded values are not recommended for survey control.
 AV0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0972.See file dsdata.txt to determine how the superseded data were derived.
 AV0972
 AV0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1083306099(NAD 83)
 AV0972_MARKER: 86 = CUPOLA
 AV0972
 AV0972  HISTORY     - Date     Condition        Report By
 AV0972  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0972  HISTORY     - 1984     GOOD             USPSQD
 AV0972  HISTORY     - 19860709 GOOD             USPSQD
 AV0972  HISTORY     - 19940902 GOOD             USPSQD
 AV0972  HISTORY     - 20010331 GOOD             NGS
 AV0972  HISTORY     - 20010331 GOOD             NGS
 AV0972  HISTORY     - 20020913 GOOD             USPSQD
 AV0972
 AV0972                          STATION DESCRIPTION
 AV0972
 AV0972'DESCRIBED BY US POWER SQUADRON 1984 (GBW)
 AV0972'THIS STATION RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA
 AV0972'DATED OCTOBER 1966 BY RAG IN 1947.
 AV0972
 AV0972                          STATION RECOVERY (1986)
 AV0972
 AV0972'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0972'RECOVERED IN GOOD CONDITION.
 AV0972
 AV0972                          STATION RECOVERY (1994)
 AV0972
 AV0972'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0972'RECOVERED IN GOOD CONDITION.
 AV0972
 AV0972                          STATION RECOVERY (2001)
 AV0972
 AV0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0972'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0972
 AV0972                          STATION RECOVERY (2001)
 AV0972
 AV0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0972'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0972
 AV0972                          STATION RECOVERY (2002)
 AV0972
 AV0972'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0946 ***********************************************************************
 AV0946  DESIGNATION -  PORT ARTHUR SW MUNICIPAL TANK
 AV0946  PID         -  AV0946
 AV0946  STATE/COUNTY-  TX/JEFFERSON
 AV0946  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0946
 AV0946                         *CURRENT SURVEY CONTROL
 AV0946  ___________________________________________________________________
 AV0946* NAD 83(1993)-  29 52 20.74401(N)    093 56 43.29136(W)     ADJUSTED  
 AV0946* NAVD 88     -                                                        
 AV0946  ___________________________________________________________________
 AV0946  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0946  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AV0946
 AV0946  HORZ ORDER  -  THIRD
 AV0946
 AV0946.The horizontal coordinates were established by classical geodetic methods
 AV0946.and adjusted by the National Geodetic Survey in February 1996..
 AV0946
 AV0946
 AV0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0946
 AV0946.The geoid height was determined by GEOID03.
 AV0946
 AV0946;                    North         East     Units Scale Factor Converg.
 AV0946;SPC TXSC     - 4,236,538.890 1,088,128.750   MT  0.99990711   +2 28 34.8
 AV0946;SPC TXSC     -13,899,378.01  3,569,969.07   sFT  0.99990711   +2 28 34.8
 AV0946;SPC TX C     - 3,040,526.880 1,316,845.326   MT  1.00007415   +3 17 24.7
 AV0946;SPC TX C     - 9,975,461.94  4,320,350.04   sFT  1.00007415   +3 17 24.7
 AV0946;SPC LA S     -   155,001.780   747,693.625   MT  0.99992824   -1 18 21.8
 AV0946;SPC LA S     -   508,535.01  2,453,058.17   sFT  0.99992824   -1 18 21.8
 AV0946;UTM  15      - 3,305,024.733   408,703.845   MT  0.99970284   -0 28 15.2
 AV0946
 AV0946                          SUPERSEDED SURVEY CONTROL
 AV0946
 AV0946  NAD 83(1993)-  29 52 20.74392(N)    093 56 43.29125(W) AD(       ) 4
 AV0946  NAD 83(1986)-  29 52 20.76611(N)    093 56 43.27537(W) AD(       ) 4
 AV0946  NAD 27      -  29 52 20.00900(N)    093 56 42.66700(W) AD(       ) 3
 AV0946
 AV0946.Superseded values are not recommended for survey control.
 AV0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0946.See file dsdata.txt to determine how the superseded data were derived.
 AV0946
 AV0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0870405025(NAD 83)
 AV0946_MARKER: 51 = TANK
 AV0946
 AV0946  HISTORY     - Date     Condition        Report By
 AV0946  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0946  HISTORY     - 1984     GOOD             USPSQD
 AV0946  HISTORY     - 19860709 GOOD             USPSQD
 AV0946  HISTORY     - 1988     GOOD             USPSQD
 AV0946  HISTORY     - 19940902 GOOD             USPSQD
 AV0946  HISTORY     - 20010331 GOOD             NGS
 AV0946  HISTORY     - 20010331 GOOD             NGS
 AV0946
 AV0946                          STATION DESCRIPTION
 AV0946
 AV0946'DESCRIBED BY US POWER SQUADRON 1984 (NYC)
 AV0946'THIS STATION RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA
 AV0946'DATED OCTOBER 1966 - STATION COMPUTED FROM--HONKER, PATSY,
 AV0946'INTRACOASTAL 2, KEITH USE COLOR NOW IS BLUE/GREEN WITH BALL ON TOP.
 AV0946
 AV0946                          STATION RECOVERY (1986)
 AV0946
 AV0946'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0946'RECOVERED IN GOOD CONDITION.
 AV0946
 AV0946                          STATION RECOVERY (1988)
 AV0946
 AV0946'RECOVERY NOTE BY US POWER SQUADRON 1988 (FLW)
 AV0946'RECOVERED IN GOOD CONDITION.
 AV0946
 AV0946                          STATION RECOVERY (1994)
 AV0946
 AV0946'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0946'RECOVERED IN GOOD CONDITION.
 AV0946
 AV0946                          STATION RECOVERY (2001)
 AV0946
 AV0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0946'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0946
 AV0946                          STATION RECOVERY (2001)
 AV0946
 AV0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0946'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5891 ***********************************************************************
 AW5891  DESIGNATION -  PORT BOLIVAR REAR RANGE BEACON
 AW5891  PID         -  AW5891
 AW5891  STATE/COUNTY-  TX/GALVESTON
 AW5891  USGS QUAD   -  GALVESTON (1994)
 AW5891
 AW5891                         *CURRENT SURVEY CONTROL
 AW5891  ___________________________________________________________________
 AW5891* NAD 83(1993)-  29 22 13.91108(N)    094 47 04.64705(W)     ADJUSTED  
 AW5891* NAVD 88     -                                                        
 AW5891  ___________________________________________________________________
 AW5891  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW5891  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW5891
 AW5891  HORZ ORDER  -  THIRD
 AW5891
 AW5891.The horizontal coordinates were established by classical geodetic methods
 AW5891.and adjusted by the National Geodetic Survey in February 1996..
 AW5891
 AW5891
 AW5891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5891
 AW5891.The geoid height was determined by GEOID03.
 AW5891
 AW5891;                    North         East     Units Scale Factor Converg.
 AW5891;SPC TXSC     - 4,177,736.063 1,009,123.714   MT  0.99986344   +2 03 54.6
 AW5891;SPC TXSC     -13,706,455.73  3,310,766.72   sFT  0.99986344   +2 03 54.6
 AW5891;UTM  15      - 3,250,361.714   326,786.620   MT  0.99997022   -0 52 31.8
 AW5891
 AW5891                          SUPERSEDED SURVEY CONTROL
 AW5891
 AW5891  NAD 83(1986)-  29 22 13.92642(N)    094 47 04.62789(W) AD(       ) 4
 AW5891  NAD 27      -  29 22 13.07985(N)    094 47 03.92486(W) AD(       ) 3
 AW5891
 AW5891.Superseded values are not recommended for survey control.
 AW5891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5891.See file dsdata.txt to determine how the superseded data were derived.
 AW5891
 AW5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2678750362(NAD 83)
 AW5891_MARKER: 15 = RANGE MARKER
 AW5891
 AW5891  HISTORY     - Date     Condition        Report By
 AW5891  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5891  HISTORY     - 19950720 MARK NOT FOUND   USPSQD
 AW5891
 AW5891                          STATION DESCRIPTION
 AW5891
 AW5891'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1370 ***********************************************************************
 AB1370  DESIGNATION -  PORT BROWNSVILLE MUNICIPAL TK
 AB1370  PID         -  AB1370
 AB1370  STATE/COUNTY-  TX/CAMERON
 AB1370  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1370
 AB1370                         *CURRENT SURVEY CONTROL
 AB1370  ___________________________________________________________________
 AB1370* NAD 83(1993)-  25 57 08.74618(N)    097 24 13.03262(W)     ADJUSTED  
 AB1370* NAVD 88     -                                                        
 AB1370  ___________________________________________________________________
 AB1370  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AB1370  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 AB1370
 AB1370  HORZ ORDER  -  THIRD
 AB1370
 AB1370.The horizontal coordinates were established by classical geodetic methods
 AB1370.and adjusted by the National Geodetic Survey in February 1996..
 AB1370
 AB1370
 AB1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1370
 AB1370.The geoid height was determined by GEOID03.
 AB1370
 AB1370;                    North         East     Units Scale Factor Converg.
 AB1370;SPC TX S     - 5,032,138.771   409,816.516   MT  1.00006086   +0 29 52.0
 AB1370;SPC TX S     -16,509,608.62  1,344,539.69   sFT  1.00006086   +0 29 52.0
 AB1370;UTM  14      - 2,871,390.360   659,839.109   MT  0.99991546   +0 41 55.6
 AB1370
 AB1370                          SUPERSEDED SURVEY CONTROL
 AB1370
 AB1370  NAD 83(1986)-  25 57 08.75722(N)    097 24 12.98517(W) AD(       ) 4
 AB1370  NAD 27      -  25 57 07.46900(N)    097 24 12.05500(W) AD(       ) 3
 AB1370
 AB1370.Superseded values are not recommended for survey control.
 AB1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1370.See file dsdata.txt to determine how the superseded data were derived.
 AB1370
 AB1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5983971390(NAD 83)
 AB1370_MARKER: 53 = ELEVATED TANK
 AB1370
 AB1370  HISTORY     - Date     Condition        Report By
 AB1370  HISTORY     - 1939     FIRST OBSERVED   CGS
 AB1370  HISTORY     - 1950     GOOD             CGS
 AB1370  HISTORY     - 1950     GOOD             CGS
 AB1370  HISTORY     - 1973     GOOD             NGS
 AB1370  HISTORY     - 19910612 MARK NOT FOUND   USPSQD
 AB1370
 AB1370                          STATION DESCRIPTION
 AB1370
 AB1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1370'THIS THE FINIAL OF THE MUNICIPAL WATER TANK LOCATED IN PORT
 AB1370'BROWNSVILLE.
 AB1370'
 AB1370'THIS IS AN INTERSECTION STATION.
 AB1370
 AB1370                          STATION RECOVERY (1950)
 AB1370
 AB1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1370'STATION RECOVERED IN GOOD CONDITION.  THIS WATER TANK IS
 AB1370'THE NAVIGATION DISTRICT WATER TANK NOT PORT BROWNSVILLE
 AB1370'MUNICIPAL WATER TANK AS LISTED.  IT IS A CYLINDRICAL TANK
 AB1370'WITH A CONICAL TOP, LOCATED NW OF THE NW CORNER OF THE PORT
 AB1370'BROWNSVILLE TURNING BASIN.  IT IS 142 FEET HIGH.
 AB1370
 AB1370                          STATION RECOVERY (1950)
 AB1370
 AB1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 AB1370'RECOVERED AS DESCRIBED.
 AB1370
 AB1370                          STATION RECOVERY (1973)
 AB1370
 AB1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 AB1370'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AB1370
 AB1370                          STATION RECOVERY (1991)
 AB1370
 AB1370'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1733 ***********************************************************************
 AB1733  DESIGNATION -  PORT BROWNSVILLE NORTH TANK
 AB1733  PID         -  AB1733
 AB1733  STATE/COUNTY-  TX/CAMERON
 AB1733  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1733
 AB1733                         *CURRENT SURVEY CONTROL
 AB1733  ___________________________________________________________________
 AB1733* NAD 83(1993)-  25 57 48.50189(N)    097 22 34.24703(W)     ADJUSTED  
 AB1733* NAVD 88     -        47.     (meters)     154.     (feet)  VERTCON   
 AB1733  ___________________________________________________________________
 AB1733  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 AB1733  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 AB1733
 AB1733  HORZ ORDER  -  THIRD
 AB1733
 AB1733.The horizontal coordinates were established by classical geodetic methods
 AB1733.and adjusted by the National Geodetic Survey in February 1996..
 AB1733
 AB1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1733
 AB1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1733
 AB1733.The geoid height was determined by GEOID03.
 AB1733
 AB1733;                    North         East     Units Scale Factor Converg.
 AB1733;SPC TX S     - 5,033,386.424   412,554.061   MT  1.00005739   +0 30 36.8
 AB1733;SPC TX S     -16,513,701.96  1,353,521.12   sFT  1.00005739   +0 30 36.8
 AB1733;UTM  14      - 2,872,647.432   662,571.885   MT  0.99992634   +0 42 39.8
 AB1733
 AB1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1733!SPC TX S     -   0.99999597  x   1.00005739  =   1.00005336
 AB1733!UTM  14      -   0.99999597  x   0.99992634  =   0.99992231
 AB1733
 AB1733                          SUPERSEDED SURVEY CONTROL
 AB1733
 AB1733  NAD 83(1986)-  25 57 48.50893(N)    097 22 34.20205(W) AD(       ) 4
 AB1733  NGVD 29 (06/28/90)   47.     (m)          154.     (f) VERT ANG       
 AB1733
 AB1733.Superseded values are not recommended for survey control.
 AB1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1733.See file dsdata.txt to determine how the superseded data were derived.
 AB1733
 AB1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6257272647(NAD 83)
 AB1733_MARKER: 53 = ELEVATED TANK
 AB1733
 AB1733  HISTORY     - Date     Condition        Report By
 AB1733  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1733  HISTORY     - 19910612 GOOD             USPSQD
 AB1733  HISTORY     - 19930226 GOOD             USPSQD
 AB1733
 AB1733                          STATION DESCRIPTION
 AB1733
 AB1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1733'THE STATION, PORT BROWNSVILLE NORTH WATER TANK
 AB1733'IS LOCATED ABOUT 3.9 KM (2.4 MI) NORTHEAST OF THE SOUTHWEST END OF
 AB1733'THE BROWNSVILLE SHIP CHANNEL AND JUST NORTHEAST OF THE ENTRANCE
 AB1733'ROAD TO THE UNION CARBIDE COMPLEX.
 AB1733'OWNERSHIP--BROWNSVILLE NAVIGATION DISTRICT, PORT OF BROWNSVILLE,
 AB1733'POST OFFICE BOX 3070, BROWNSVILLE TX 78523, PHONE 512-831-4592.
 AB1733'NOTE, AN EDM TIE WAS MADE TO STATION LOMA ALTA 1947.
 AB1733'
 AB1733'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1733'
 AB1733'THE LANDMARK IS THE VENT TOP CENTER ATOP THE UMBRELLA-TOPPED TANK,
 AB1733'WITH EIGHT TUBULAR LEGS, PAINTED A PRIMER RED AND WITH AN OVER-ALL
 AB1733'HEIGHT OF ABOUT 35 METERS (115 FT).
 AB1733'35 METERS (115 FT) SOUTHEAST FROM STATE HIGHWAY 48.
 AB1733'
 AB1733'DESCRIBED BY G. R. HEID.
 AB1733
 AB1733                          STATION RECOVERY (1991)
 AB1733
 AB1733'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1733'RECOVERED IN GOOD CONDITION.
 AB1733
 AB1733                          STATION RECOVERY (1993)
 AB1733
 AB1733'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1733'RECOVERED AS DESCRIBED, NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1734 ***********************************************************************
 AB1734  DESIGNATION -  PORT BROWNSVILLE SOUTH TANK
 AB1734  PID         -  AB1734
 AB1734  STATE/COUNTY-  TX/CAMERON
 AB1734  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1734
 AB1734                         *CURRENT SURVEY CONTROL
 AB1734  ___________________________________________________________________
 AB1734* NAD 83(1993)-  25 57 18.72766(N)    097 22 55.83673(W)     ADJUSTED  
 AB1734* NAVD 88     -        37.     (meters)     121.     (feet)  VERTCON   
 AB1734  ___________________________________________________________________
 AB1734  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 AB1734  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 AB1734
 AB1734  HORZ ORDER  -  THIRD
 AB1734
 AB1734.The horizontal coordinates were established by classical geodetic methods
 AB1734.and adjusted by the National Geodetic Survey in February 1996..
 AB1734
 AB1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1734
 AB1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1734
 AB1734.The geoid height was determined by GEOID03.
 AB1734
 AB1734;                    North         East     Units Scale Factor Converg.
 AB1734;SPC TX S     - 5,032,464.792   411,961.562   MT  1.00005999   +0 30 27.0
 AB1734;SPC TX S     -16,510,678.24  1,351,577.22   sFT  1.00005999   +0 30 27.0
 AB1734;UTM  14      - 2,871,723.852   661,982.697   MT  0.99992398   +0 42 29.6
 AB1734
 AB1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1734!SPC TX S     -   0.99999750  x   1.00005999  =   1.00005749
 AB1734!UTM  14      -   0.99999750  x   0.99992398  =   0.99992148
 AB1734
 AB1734                          SUPERSEDED SURVEY CONTROL
 AB1734
 AB1734  NAD 83(1986)-  25 57 18.73468(N)    097 22 55.79304(W) AD(       ) 4
 AB1734  NGVD 29 (06/28/90)   38.     (m)          125.     (f) VERT ANG       
 AB1734
 AB1734.Superseded values are not recommended for survey control.
 AB1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1734.See file dsdata.txt to determine how the superseded data were derived.
 AB1734
 AB1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6198371724(NAD 83)
 AB1734_MARKER: 53 = ELEVATED TANK
 AB1734
 AB1734  HISTORY     - Date     Condition        Report By
 AB1734  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1734  HISTORY     - 19910612 GOOD             USPSQD
 AB1734  HISTORY     - 19930226 GOOD             USPSQD
 AB1734
 AB1734                          STATION DESCRIPTION
 AB1734
 AB1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1734'THE STATION, PORT BROWNSVILLE SOUTH WATER TANK
 AB1734'IS LOCATED ABOUT 2.1 KM (1.3 MI) EAST OF THE SOUTHWEST END OF THE
 AB1734'BROWNSVILLE SHIP CHANNEL, 0.15 KM (0.1 MI) SOUTHEAST OF THE
 AB1734'SOUTHEAST SHORE OF THE CHANNEL AND 288 METERS (945 FT) NORTHEAST OF
 AB1734'THE EAST END OF A LARGE ELEVATOR.
 AB1734'OWNERSHIP--BROWNSVILLE NAVIGATION DISTRICT, PORT OF BROWNSVILLE,
 AB1734'POST OFFICE BOX 3070, BROWNSVILLE TX 78523, PHONE 512-831-4592.
 AB1734'NOTE, AN EDM TIE WAS MADE TO STATION LOMA ALTA 1947.
 AB1734'
 AB1734'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1734'
 AB1734'THE LANDMARK IS THE VENT TOP CENTER ATOP THE ELLIPSOIDAL TANK, WITH
 AB1734'SIX TUBULAR LEGS, PAINTED A PRIMER RED, AND WITH AN OVER-ALL HEIGHT
 AB1734'OF ABOUT 32 METERS (105 FT).
 AB1734'49 METERS (161 FT) NORTHWEST FROM THE PAVED ROAD.
 AB1734'
 AB1734'DESCRIBED BY G. R. HEID.
 AB1734
 AB1734                          STATION RECOVERY (1991)
 AB1734
 AB1734'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1734'RECOVERED IN GOOD CONDITION.
 AB1734
 AB1734                          STATION RECOVERY (1993)
 AB1734
 AB1734'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1734'RECOVERED AS DESCRIBED, BEARS LETTER PORT OF BROWNSVILLE, NOW PAINTED
 AB1734'WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1735 ***********************************************************************
 AB1735  DESIGNATION -  PORT BROWNSVILLE UN CARBIDE TK
 AB1735  PID         -  AB1735
 AB1735  STATE/COUNTY-  TX/CAMERON
 AB1735  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1735
 AB1735                         *CURRENT SURVEY CONTROL
 AB1735  ___________________________________________________________________
 AB1735* NAD 83(1993)-  25 58 02.34022(N)    097 22 40.37877(W)     ADJUSTED  
 AB1735* NAVD 88     -                                                        
 AB1735  ___________________________________________________________________
 AB1735  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AB1735  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 AB1735
 AB1735  HORZ ORDER  -  THIRD
 AB1735
 AB1735.The horizontal coordinates were established by classical geodetic methods
 AB1735.and adjusted by the National Geodetic Survey in February 1996..
 AB1735
 AB1735
 AB1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1735
 AB1735.The geoid height was determined by GEOID03.
 AB1735
 AB1735;                    North         East     Units Scale Factor Converg.
 AB1735;SPC TX S     - 5,033,810.778   412,379.692   MT  1.00005619   +0 30 34.0
 AB1735;SPC TX S     -16,515,094.19  1,352,949.04   sFT  1.00005619   +0 30 34.0
 AB1735;UTM  14      - 2,873,071.117   662,396.052   MT  0.99992564   +0 42 37.5
 AB1735
 AB1735                          SUPERSEDED SURVEY CONTROL
 AB1735
 AB1735  NAD 83(1986)-  25 58 02.34485(N)    097 22 40.33041(W) AD(       ) 4
 AB1735
 AB1735.Superseded values are not recommended for survey control.
 AB1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1735.See file dsdata.txt to determine how the superseded data were derived.
 AB1735
 AB1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6239673071(NAD 83)
 AB1735_MARKER: 53 = ELEVATED TANK
 AB1735
 AB1735  HISTORY     - Date     Condition        Report By
 AB1735  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1735  HISTORY     - 19910612 GOOD             USPSQD
 AB1735  HISTORY     - 19930226 GOOD             USPSQD
 AB1735
 AB1735                          STATION DESCRIPTION
 AB1735
 AB1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1735'THE STATION, PORT BROWNSVILLE UNION CARBIDE COMPANY WATER TANK
 AB1735'IS LOCATED ABOUT 3.7 KM (2.3 MI) WEST OF THE BROWNSVILLE FISHING
 AB1735'HARBOR, 3.2 KM (2.0 MI) NORTHEAST OF THE INLAND END OF THE
 AB1735'BROWNSVILLE SHIP CHANNEL, 0.6 KM (0.4 MI) NORTHWEST OF STATE
 AB1735'HIGHWAY 48 AND AT THE UNION CARBIDE COMPANY COMPLEX.
 AB1735'OWNERSHIP--UNION CARBIDE COMPANY, PORT OF BROWNSVILLE, BROWNSVILLE
 AB1735'TX 78523.
 AB1735'
 AB1735'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1735'
 AB1735'THE LANDMARK IS THE VENT TOP CENTER ATOP THE DOMED-TOP ROOF, WITH
 AB1735'FOUR TUBULAR LEGS, PAINTED WHITE, WITH AN OVER-ALL HEIGHT OF ABOUT
 AB1735'40 METERS (131 FT). THE COMPANY LOGO IS PAINTED ON THE BOWL IN BLUE.
 AB1735'
 AB1735'NOTE, THE TWIN AIRCRAFT WARNING LIGHTS AND AN ANTENNA ARE MOUNTED
 AB1735'OFF CENTER ON THE ROOF.
 AB1735'
 AB1735'DESCRIBED BY G. R. HEID.
 AB1735
 AB1735                          STATION RECOVERY (1991)
 AB1735
 AB1735'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1735'RECOVERED IN GOOD CONDITION.
 AB1735
 AB1735                          STATION RECOVERY (1993)
 AB1735
 AB1735'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1735'RECOVERED AS DESCRIBED, LOGO HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5525 ***********************************************************************
 AH5525  DESIGNATION -  PORT ET
 AH5525  PID         -  AH5525
 AH5525  STATE/COUNTY-  TX/FRANKLIN
 AH5525  USGS QUAD   -  HAGANSPORT (1964)
 AH5525
 AH5525                         *CURRENT SURVEY CONTROL
 AH5525  ___________________________________________________________________
 AH5525* NAD 83(1993)-  33 20 21.23017(N)    095 14 58.73687(W)     ADJUSTED  
 AH5525* NAVD 88     -       116.23   (+/-2cm)     381.3    (feet)  VERTCON   
 AH5525  ___________________________________________________________________
 AH5525  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AH5525  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AH5525
 AH5525  HORZ ORDER  -  THIRD
 AH5525  VERT ORDER  -  THIRD ? (See Below)
 AH5525
 AH5525.The horizontal coordinates were established by classical geodetic methods
 AH5525.and adjusted by the National Geodetic Survey in July 1998..
 AH5525
 AH5525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5525.The vertical order pertains to the NGVD 29 superseded value.
 AH5525
 AH5525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5525
 AH5525.The geoid height was determined by GEOID03.
 AH5525
 AH5525;                    North         East     Units Scale Factor Converg.
 AH5525;SPC TXNC     - 2,190,151.557   902,504.987   MT  0.99988517   +1 46 21.8
 AH5525;SPC TXNC     - 7,185,522.23  2,960,968.44   sFT  0.99988517   +1 46 21.8
 AH5525;UTM  15      - 3,691,154.786   290,633.582   MT  1.00014046   -1 14 12.6
 AH5525
 AH5525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5525!SPC TXNC     -   0.99998594  x   0.99988517  =   0.99987111
 AH5525!UTM  15      -   0.99998594  x   1.00014046  =   1.00012640
 AH5525
 AH5525                          SUPERSEDED SURVEY CONTROL
 AH5525
 AH5525  NGVD 29 (07/28/98)  116.24   (m)          381.4    (f) LEVELING    3  
 AH5525
 AH5525.Superseded values are not recommended for survey control.
 AH5525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5525.See file dsdata.txt to determine how the superseded data were derived.
 AH5525
 AH5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9063491155(NAD 83)
 AH5525_MARKER: DS = TRIANGULATION STATION DISK
 AH5525_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5525_PROJECTION: FLUSH
 AH5525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5525+STABILITY: SURFACE MOTION
 AH5525
 AH5525  HISTORY     - Date     Condition        Report By
 AH5525  HISTORY     - 1962     MONUMENTED       USGS
 AH5525
 AH5525                          STATION DESCRIPTION
 AH5525
 AH5525'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5525'LOCATED ABOUT 800 FT. S. OF HAGANSPORT, 48 FT. W. OF STATE HIGHWAY 37,
 AH5525'21 FT. S. OF SMALL TREE IN FENCE LINE, 3 FT. E. OF FENCE.
 AH5525'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND FARM ROAD 71, DRIVE
 AH5525'800 FT. S. TO THE STATION MARK ON THE RIGHT (W.) SIDE OF RD.
 AH5525'STATION MARK--STANDARD TABLET STAMPED---PORT-ET 1962---, SET IN A
 AH5525'CONCRETE POST PROJECTING 4 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1499 ***********************************************************************
 AB1499  DESIGNATION -  PORT ISABEL MUNICIPAL TANK
 AB1499  PID         -  AB1499
 AB1499  STATE/COUNTY-  TX/CAMERON
 AB1499  USGS QUAD   -  PORT ISABEL (1983)
 AB1499
 AB1499                         *CURRENT SURVEY CONTROL
 AB1499  ___________________________________________________________________
 AB1499* NAD 83(1993)-  26 03 45.41578(N)    097 13 15.51685(W)     ADJUSTED  
 AB1499* NAVD 88     -                                                        
 AB1499  ___________________________________________________________________
 AB1499  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AB1499  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB1499
 AB1499  HORZ ORDER  -  THIRD
 AB1499
 AB1499.The horizontal coordinates were established by classical geodetic methods
 AB1499.and adjusted by the National Geodetic Survey in February 1996..
 AB1499
 AB1499
 AB1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1499
 AB1499.The geoid height was determined by GEOID03.
 AB1499
 AB1499;                    North         East     Units Scale Factor Converg.
 AB1499;SPC TX S     - 5,044,518.150   427,986.280   MT  1.00002784   +0 34 50.5
 AB1499;SPC TX S     -16,550,223.30  1,404,151.65   sFT  1.00002784   +0 34 50.5
 AB1499;UTM  14      - 2,883,832.272   677,963.672   MT  0.99999106   +0 46 54.6
 AB1499
 AB1499                          SUPERSEDED SURVEY CONTROL
 AB1499
 AB1499  NAD 83(1986)-  26 03 45.43089(N)    097 13 15.46999(W) AD(       ) 4
 AB1499  NAD 27      -  26 03 44.14800(N)    097 13 14.57200(W) AD(       ) 3
 AB1499
 AB1499.Superseded values are not recommended for survey control.
 AB1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1499.See file dsdata.txt to determine how the superseded data were derived.
 AB1499
 AB1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7796483832(NAD 83)
 AB1499_MARKER: 53 = ELEVATED TANK
 AB1499
 AB1499  HISTORY     - Date     Condition        Report By
 AB1499  HISTORY     - 1939     FIRST OBSERVED   CGS
 AB1499  HISTORY     - 1949     GOOD             CGS
 AB1499
 AB1499                          STATION DESCRIPTION
 AB1499
 AB1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1499'STATION IS THE FINIAL OF THE MUNICIPAL WATER TANK LOCATED
 AB1499'IN THE TOWN OF PORT ISABEL.  THIS IS AN INTERSECTION STATION.
 AB1499
 AB1499                          STATION RECOVERY (1949)
 AB1499
 AB1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1499'STATION RECOVERED IN GOOD CONDITION.  THIS INTERSECTION STATION
 AB1499'IS THE FINIAL OF THE MUNICIPAL WATER TANK LOCATED IN SW
 AB1499'PART OF THE TOWN OF PORT ISABEL BETWEEN STORAGE TANKS OF THE
 AB1499'PAN-AMERICAN PIPELINE CO. AND THE COASTAL REFINERIES, INC.
 AB1499'
 AB1499'IT IS A CYLINDRICAL STEEL TANK, WITH PEAKED ROOF, FINIAL
 AB1499'ATOP, MOUNTED ON A 4-LEGGED SKELETON STEEL STRUCTURE 131
 AB1499'FEET ABOVE GROUND AND ABOUT 150 FEET ABOVE MEAN SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1497 ***********************************************************************
 AB1497  DESIGNATION -  PORT ISABEL N TANK
 AB1497  PID         -  AB1497
 AB1497  STATE/COUNTY-  TX/CAMERON
 AB1497  USGS QUAD   -  PORT ISABEL (1983)
 AB1497
 AB1497                         *CURRENT SURVEY CONTROL
 AB1497  ___________________________________________________________________
 AB1497* NAD 83(1993)-  26 04 12.32165(N)    097 13 07.93190(W)     ADJUSTED  
 AB1497* NAVD 88     -                                                        
 AB1497  ___________________________________________________________________
 AB1497  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AB1497  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 AB1497
 AB1497  HORZ ORDER  -  THIRD
 AB1497
 AB1497.The horizontal coordinates were established by classical geodetic methods
 AB1497.and adjusted by the National Geodetic Survey in February 1996..
 AB1497
 AB1497
 AB1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1497
 AB1497.The geoid height was determined by GEOID03.
 AB1497
 AB1497;                    North         East     Units Scale Factor Converg.
 AB1497;SPC TX S     - 5,045,348.288   428,188.698   MT  1.00002573   +0 34 53.9
 AB1497;SPC TX S     -16,552,946.84  1,404,815.75   sFT  1.00002573   +0 34 53.9
 AB1497;UTM  14      - 2,884,663.087   678,163.166   MT  0.99999193   +0 46 58.7
 AB1497
 AB1497                          SUPERSEDED SURVEY CONTROL
 AB1497
 AB1497  NAD 83(1986)-  26 04 12.34139(N)    097 13 07.88524(W) AD(       ) 4
 AB1497  NAD 27      -  26 04 11.05909(N)    097 13 06.96693(W) AD(       ) 3
 AB1497
 AB1497.Superseded values are not recommended for survey control.
 AB1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1497.See file dsdata.txt to determine how the superseded data were derived.
 AB1497
 AB1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7816384663(NAD 83)
 AB1497_MARKER: 27 = RADIO RANGE MAST
 AB1497
 AB1497  HISTORY     - Date     Condition        Report By
 AB1497  HISTORY     - 1970     FIRST OBSERVED   NGS
 AB1497  HISTORY     - 1985     GOOD             NGS
 AB1497  HISTORY     - 19910418 GOOD             NOS
 AB1497  HISTORY     - 19910612 GOOD             USPSQD
 AB1497  HISTORY     - 19930226 GOOD             USPSQD
 AB1497  HISTORY     - 20040222 GOOD             USPSQD
 AB1497
 AB1497                          STATION DESCRIPTION
 AB1497
 AB1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1497'THE STATION WAS RECOVERED AT THIS DATE.
 AB1497'
 AB1497'THE STATION, PORT ISABEL NORTH MUNICIPAL WATER TANK
 AB1497'IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTHWEST OF THE LIGHTHOUSE IN
 AB1497'PORT ISABEL AND BEHIND THE CAMERON COUNTY WATER DISTRICT NUMBER 1
 AB1497'OFFICES.
 AB1497'OWNERSHIP--CAMERON COUNTY WATER DISTRICT NO 1, PORT ISABEL TX 78578.
 AB1497'
 AB1497'THE LANDMARK IS THE VENT TOP CENTER ATOP THE DOME-TOPPED TANK, WITH
 AB1497'FIVE TUBULAR LEGS, PAINTED GRAY, WITH AN OVER-ALL HEIGHT OF ABOUT
 AB1497'40 METERS (131 FT). THE NAME AND LOGO POINT ISABEL TARPONS IS
 AB1497'PAINTED ON THE BOWL.
 AB1497'180 METERS (590 FT) SOUTH FROM THE STATE HIGHWAY 100 AND
 AB1497'40 METERS (131 FT) NORTHEAST FROM THE PAVED ROAD LEADING TO THE
 AB1497'TURNING BASIN.
 AB1497'
 AB1497'NOTE, THE AIRCRAFT LIGHTS ON TOP ARE NOT CENTERED.
 AB1497'
 AB1497'DESCRIBED BY G. R. HEID.
 AB1497
 AB1497                          STATION RECOVERY (1991)
 AB1497
 AB1497'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AB1497'THE STATION IS LOCATED ABOUT 1.3 KM (0.81 MI) SOUTHWEST OF THE
 AB1497'LIGHTHOUSE IN PORT ISABEL AND BEHIND THE CAMERON COUNTY WATER DISTRICT
 AB1497'NUMBER 1 OFFICES. THE STATION IS THE TOP CENTER VENT ATOP THE TANK
 AB1497'WITH FIVE TUBULAR LEGS, PAINTED GREY, WITH AN OVERALL HEIGHT OF ABOUT
 AB1497'40 M (131.23 FT) . THE NAME AND LOGO -POINT ISABEL TARPONS- IS PAINTED
 AB1497'ON THE BOWL. THE TANK IS 180 M (590.55 FT) SOUTH FROM  STATE HIGHWAY
 AB1497'100 AND 40 MT NORTHEAST FROM THE PAVED ROAD LEADING TO THE TURNING
 AB1497'BASIN.
 AB1497
 AB1497                          STATION RECOVERY (1991)
 AB1497
 AB1497'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1497'RECOVERED IN GOOD CONDITION.
 AB1497
 AB1497                          STATION RECOVERY (1993)
 AB1497
 AB1497'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1497'RECOVERED AS DESCRIBED.
 AB1497
 AB1497                          STATION RECOVERY (2004)
 AB1497
 AB1497'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AB1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1736 ***********************************************************************
 AB1736  DESIGNATION -  PORT ISABEL USCG RADIO TOWER
 AB1736  PID         -  AB1736
 AB1736  STATE/COUNTY-  TX/CAMERON
 AB1736  USGS QUAD   -  PORT ISABEL (1983)
 AB1736
 AB1736                         *CURRENT SURVEY CONTROL
 AB1736  ___________________________________________________________________
 AB1736* NAD 83(1993)-  26 04 24.16076(N)    097 09 52.03143(W)     ADJUSTED  
 AB1736* NAVD 88     -                                                        
 AB1736  ___________________________________________________________________
 AB1736  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AB1736  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB1736
 AB1736  HORZ ORDER  -  THIRD
 AB1736
 AB1736.The horizontal coordinates were established by classical geodetic methods
 AB1736.and adjusted by the National Geodetic Survey in February 1996..
 AB1736
 AB1736
 AB1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1736
 AB1736.The geoid height was determined by GEOID03.
 AB1736
 AB1736;                    North         East     Units Scale Factor Converg.
 AB1736;SPC TX S     - 5,045,769.071   433,629.538   MT  1.00002481   +0 36 22.9
 AB1736;SPC TX S     -16,554,327.36  1,422,666.24   sFT  1.00002481   +0 36 22.9
 AB1736;UTM  14      - 2,885,102.943   683,602.381   MT  1.00001623   +0 48 25.2
 AB1736
 AB1736                          SUPERSEDED SURVEY CONTROL
 AB1736
 AB1736  NAD 83(1986)-  26 04 24.17598(N)    097 09 51.98637(W) AD(       ) 4
 AB1736
 AB1736.Superseded values are not recommended for survey control.
 AB1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1736.See file dsdata.txt to determine how the superseded data were derived.
 AB1736
 AB1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8360285103(NAD 83)
 AB1736_MARKER: 41 = ANTENNA MAST
 AB1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1736+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 AB1736
 AB1736  HISTORY     - Date     Condition        Report By
 AB1736  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1736  HISTORY     - 19910613 GOOD             USPSQD
 AB1736  HISTORY     - 19930226 GOOD             USPSQD
 AB1736  HISTORY     - 20040223 GOOD             USPSQD
 AB1736
 AB1736                          STATION DESCRIPTION
 AB1736
 AB1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1736'THE STATION, PORT ISABEL U.S. COAST GUARD RADIO TOWER
 AB1736'IS LOCATED ABOUT 4.2 KM (2.6 MI) EAST OF THE PORT ISABEL
 AB1736'LIGHTHOUSE, AT THE SOUTH END OF AND ON THE INLAND SIDE OF PADRE
 AB1736'ISLAND ON THE GROUNDS OF THE COAST GUARD STATION.
 AB1736'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1736'PHONE 512-943-2668.
 AB1736'
 AB1736'TO REACH THE STATION FROM THE EAST END OF THE NEW CAUSEWAY BRIDGE
 AB1736'CONNECTING PORT ISABEL AND SOUTH PADRE ISLAND, GO EAST ON STATE
 AB1736'ROAD 100 FOR KM (0.35 MI) TO A CROSSROAD. TURN RIGHT, SOUTHEAST, ON
 AB1736'PAVED ROAD FOR 1.1 KM (0.7 MI) TO A PAVED LANE RIGHT ON THE NORTH
 AB1736'SIDE OF THE COUNTY PARK OFFICE BUILDING. TURN RIGHT AND GO 0.25 KM
 AB1736'(0.15 MI) TO THE STATION SITE.
 AB1736'
 AB1736'THE LANDMARK IS THE WHITE HORIZON LIGHT MOUNTED TOP CENTER ON A
 AB1736'FOUR TUBULAR LEGGED TOWER, PAINTED WHITE, ABOUT 40 METERS (131 FT)
 AB1736'HIGH. LOCATED
 AB1736'140 METERS (459 FT) NORTHEAST FROM THE NEW COAST GUARD BUILDING,
 AB1736'120 METERS (394 FT) SOUTH FROM THE OLD COAST GUARD BUILDING AND
 AB1736'40 METERS (131 FT) SOUTHEAST FROM THE PAVED ENTRANCE ROAD TO THE
 AB1736'NEW HEADQUARTERS BUILDING AND IN AN OPEN FIELD.
 AB1736'
 AB1736'DESCRIBED BY G. R. HEID.
 AB1736
 AB1736                          STATION RECOVERY (1991)
 AB1736
 AB1736'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1736'RECOVERED IN GOOD CONDITION.
 AB1736
 AB1736                          STATION RECOVERY (1993)
 AB1736
 AB1736'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1736'RECOVERED AS DESCRIBED.
 AB1736
 AB1736                          STATION RECOVERY (2004)
 AB1736
 AB1736'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1737 ***********************************************************************
 AB1737  DESIGNATION -  PORT MANSFIELD CHAN LT 5
 AB1737  PID         -  AB1737
 AB1737  STATE/COUNTY-  TX/WILLACY
 AB1737  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1737
 AB1737                         *CURRENT SURVEY CONTROL
 AB1737  ___________________________________________________________________
 AB1737* NAD 83(1993)-  26 33 47.75678(N)    097 16 36.57284(W)     ADJUSTED  
 AB1737* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 AB1737  ___________________________________________________________________
 AB1737  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AB1737  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AB1737
 AB1737  HORZ ORDER  -  THIRD
 AB1737
 AB1737.The horizontal coordinates were established by classical geodetic methods
 AB1737.and adjusted by the National Geodetic Survey in February 1996..
 AB1737.No horizontal observational check was made to the station.
 AB1737
 AB1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1737
 AB1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1737
 AB1737.The geoid height was determined by GEOID03.
 AB1737
 AB1737;                    North         East     Units Scale Factor Converg.
 AB1737;SPC TX S     - 5,099,926.903   421,860.310   MT  0.99992379   +0 33 19.2
 AB1737;SPC TX S     -16,732,010.18  1,384,053.37   sFT  0.99992379   +0 33 19.2
 AB1737;UTM  14      - 2,939,218.812   671,636.189   MT  0.99996371   +0 46 14.8
 AB1737
 AB1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1737!SPC TX S     -   1.00000267  x   0.99992379  =   0.99992646
 AB1737!UTM  14      -   1.00000267  x   0.99996371  =   0.99996638
 AB1737
 AB1737                          SUPERSEDED SURVEY CONTROL
 AB1737
 AB1737  NAD 83(1986)-  26 33 47.77304(N)    097 16 36.53807(W) AD(       ) 4
 AB1737  NGVD 29 (06/28/90)    6.     (m)           20.     (f) VERT ANG       
 AB1737
 AB1737.Superseded values are not recommended for survey control.
 AB1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1737.See file dsdata.txt to determine how the superseded data were derived.
 AB1737
 AB1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7163639219(NAD 83)
 AB1737_MARKER: 14 = NAVIGATION LIGHT
 AB1737
 AB1737  HISTORY     - Date     Condition        Report By
 AB1737  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1737
 AB1737                          STATION DESCRIPTION
 AB1737
 AB1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1737'THE STATION, PORT MANSFIELD CHANNEL LIGHT 5
 AB1737'IS LOCATED ABOUT 15 KM (9.3 MI) EAST OF PORT MANSFIELD AND AT THE
 AB1737'WEST END OF THE JETTY, IN WATER.
 AB1737'OWNERSHIP--U S COAST GUARD STATION, PORT MANSFIELD TX 78598,
 AB1737'PHONE 512-944-2361.
 AB1737'
 AB1737'TO REACH THE STATION FROM THE U.S. COAST GUARD STATION IN PORT
 AB1737'MANSFIELD, GO EAST, BY BOAT FOR ABOUT 14.5 KM (9 MI) TO THE SOUTH
 AB1737'JETTY OF THE PORT MANSFIELD CHANNEL AND THE STATION.
 AB1737'
 AB1737'THE LANDMARK IS THE 4 SECOND FLASHING GREEN HORIZON LIGHT MOUNTED
 AB1737'ON A POLE THAT IS NOT CENTERED OVER THE PILING. SQUARE GREEN
 AB1737'DAYBOARDS WITH A NUMBER 5 FACE EAST AND WEST. LIGHT IS LISTED AT 5
 AB1737'METERS (17 FT) ABOVE THE WATER. STATION IS CARRIED IN THE 1984 U S
 AB1737'COAST GUARD LIGHT LIST AS NUMBER 3399.
 AB1737'
 AB1737'AN EDM TIE WAS MADE TO STATION 011 USE.
 AB1737'
 AB1737'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1738 ***********************************************************************
 AB1738  DESIGNATION -  PORT MANSFIELD CHAN LT 6
 AB1738  PID         -  AB1738
 AB1738  STATE/COUNTY-  TX/WILLACY
 AB1738  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1738
 AB1738                         *CURRENT SURVEY CONTROL
 AB1738  ___________________________________________________________________
 AB1738* NAD 83(1993)-  26 33 50.75627(N)    097 16 34.29196(W)     ADJUSTED  
 AB1738* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 AB1738  ___________________________________________________________________
 AB1738  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AB1738  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AB1738
 AB1738  HORZ ORDER  -  THIRD
 AB1738
 AB1738.The horizontal coordinates were established by classical geodetic methods
 AB1738.and adjusted by the National Geodetic Survey in February 1996..
 AB1738.No horizontal observational check was made to the station.
 AB1738
 AB1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1738
 AB1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1738
 AB1738.The geoid height was determined by GEOID03.
 AB1738
 AB1738;                    North         East     Units Scale Factor Converg.
 AB1738;SPC TX S     - 5,100,019.818   421,922.534   MT  0.99992368   +0 33 20.2
 AB1738;SPC TX S     -16,732,315.02  1,384,257.51   sFT  0.99992368   +0 33 20.2
 AB1738;UTM  14      - 2,939,311.964   671,698.066   MT  0.99996397   +0 46 15.9
 AB1738
 AB1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1738!SPC TX S     -   1.00000269  x   0.99992368  =   0.99992637
 AB1738!UTM  14      -   1.00000269  x   0.99996397  =   0.99996666
 AB1738
 AB1738                          SUPERSEDED SURVEY CONTROL
 AB1738
 AB1738  NAD 83(1986)-  26 33 50.77253(N)    097 16 34.25719(W) AD(       ) 4
 AB1738  NGVD 29 (06/28/90)    6.     (m)           20.     (f) VERT ANG       
 AB1738
 AB1738.Superseded values are not recommended for survey control.
 AB1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1738.See file dsdata.txt to determine how the superseded data were derived.
 AB1738
 AB1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7169839312(NAD 83)
 AB1738_MARKER: 14 = NAVIGATION LIGHT
 AB1738
 AB1738  HISTORY     - Date     Condition        Report By
 AB1738  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1738
 AB1738                          STATION DESCRIPTION
 AB1738
 AB1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1738'THE STATION, PORT MANSFIELD CHANNEL LIGHT 6
 AB1738'IS LOCATED ABOUT 15 KM (9.3 MI) EAST OF PORT MANSFIELD AND IN WATER
 AB1738'NEAR THE WEST END OF THE NORTH JETTY.
 AB1738'OWNERSHIP--U S COAST GUARD STATION, PORT MANSFIELD TX 78598, PHONE
 AB1738'512-944-2361.
 AB1738'
 AB1738'TO REACH THE STATION FROM THE U.S. COAST GUARD STATION IN PORT
 AB1738'MANSFIELD, GO EAST, BY BOAT FOR ABOUT 14.5 KM (9 MI) TO THE SOUTH
 AB1738'JETTY OF THE PORT MANSFIELD CHANNEL AND THE STATION.
 AB1738'
 AB1738'THE LANDMARK IS THE 4 SECOND FLASHING RED HORIZON LIGHT MOUNTED ON
 AB1738'A CROSSBAR ATTACHED TO A PILING. A RED TRIANGULAR DAYBOARD WITH A
 AB1738'NUMBER 6 FACES EAST AND WEST. LIGHT IS LISTED AT 5 METERS (17 FT)
 AB1738'ABOVE THE WATER. STATION IS CARRIED IN THE 1984 U S COAST GUARD
 AB1738'LIGHT LIST IS NUMBER 3400.
 AB1738'
 AB1738'AN EDM TIE WAS MADE TO STATION 011 USE.
 AB1738'
 AB1738'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1427 ***********************************************************************
 AB1427  DESIGNATION -  PORT MANSFIELD FRONT RANGE LT
 AB1427  PID         -  AB1427
 AB1427  STATE/COUNTY-  TX/WILLACY
 AB1427  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1427
 AB1427                         *CURRENT SURVEY CONTROL
 AB1427  ___________________________________________________________________
 AB1427* NAD 83(1993)-  26 33 29.39251(N)    097 25 32.22366(W)     ADJUSTED  
 AB1427* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 AB1427  ___________________________________________________________________
 AB1427  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB1427  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AB1427
 AB1427  HORZ ORDER  -  THIRD
 AB1427
 AB1427.The horizontal coordinates were established by classical geodetic methods
 AB1427.and adjusted by the National Geodetic Survey in February 1996..
 AB1427
 AB1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1427
 AB1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1427
 AB1427.The geoid height was determined by GEOID03.
 AB1427
 AB1427;                    North         East     Units Scale Factor Converg.
 AB1427;SPC TX S     - 5,099,226.835   407,041.920   MT  0.99992447   +0 29 16.0
 AB1427;SPC TX S     -16,729,713.37  1,335,436.70   sFT  0.99992447   +0 29 16.0
 AB1427;UTM  14      - 2,938,462.915   656,820.407   MT  0.99990362   +0 42 14.6
 AB1427
 AB1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1427!SPC TX S     -   1.00000229  x   0.99992447  =   0.99992676
 AB1427!UTM  14      -   1.00000229  x   0.99990362  =   0.99990591
 AB1427
 AB1427                          SUPERSEDED SURVEY CONTROL
 AB1427
 AB1427  NAD 83(1986)-  26 33 29.40715(N)    097 25 32.19104(W) AD(       ) 4
 AB1427  NAD 27      -  26 33 28.17214(N)    097 25 31.25964(W) AD(       ) 3
 AB1427  NGVD 29 (06/28/90)    8.     (m)           26.     (f) VERT ANG       
 AB1427
 AB1427.Superseded values are not recommended for survey control.
 AB1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1427.See file dsdata.txt to determine how the superseded data were derived.
 AB1427
 AB1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5682038463(NAD 83)
 AB1427_MARKER: 15 = RANGE MARKER
 AB1427_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1427
 AB1427  HISTORY     - Date     Condition        Report By
 AB1427  HISTORY     - 1980     FIRST OBSERVED   NGS
 AB1427  HISTORY     - 1985     GOOD             NGS
 AB1427
 AB1427                          STATION DESCRIPTION
 AB1427
 AB1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB1427'THE STATION IS THE CENTER OF THE AXIS OF THE RED LIGHT ATOP THE
 AB1427'PORT MANSFIELD FRONT RANGE LIGHT.  IT IS A FOUR LEGGED, SKELETON
 AB1427'STEEL TOWER, PAINTED RED IN COLOR, WITH A LARGE RED AND WHITE
 AB1427'PAINTED BOARD, A RED LIGHT ATOP AND THE HEIGHT IS 22 FEET.
 AB1427'
 AB1427'IT IS LOCATED IN THE NORTHEAST SECTION OF TOWN BY THE RED FISH
 AB1427'MOTEL AND BOAT HOUSE.
 AB1427
 AB1427                          STATION RECOVERY (1985)
 AB1427
 AB1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1427'THE STATION WAS RECOVERED AT THIS DATE.
 AB1427'THIS STATION MAYBE REPLACED IN THE NEAR FUTURE.
 AB1427'
 AB1427'THE STATION IS LOCATED IN EASTERN PART OF PORT MANSFIELD AND AT THE
 AB1427'RED FISH MOTEL.
 AB1427'
 AB1427'THE LANDMARK IS THE CENTER OF THE QUICK FLASH RED DIRECTIONAL LIGHT
 AB1427'MOUNTED TOP CENTER ON THE SLOPED FOUR LEGGED STEEL TOWER. AN ORANGE
 AB1427'AND WHITE VERTICAL RECTANGULAR DAYBOARD FACES EAST. LIGHT IS LISTED
 AB1427'AT 6 METERS (20 FT) ABOVE THE WATER. STATION IS CARRIED IN THE 1984
 AB1427'U S COAST GUARD LIGHT LIST AS NUMBER 3406.
 AB1427'
 AB1427'AN EDM TIE WAS MADE TO STATION LEGION 1939.
 AB1427'
 AB1427'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1428 ***********************************************************************
 AB1428  DESIGNATION -  PORT MANSFIELD MUN TANK
 AB1428  PID         -  AB1428
 AB1428  STATE/COUNTY-  TX/WILLACY
 AB1428  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1428
 AB1428                         *CURRENT SURVEY CONTROL
 AB1428  ___________________________________________________________________
 AB1428* NAD 83(1993)-  26 33 18.66441(N)    097 25 35.11277(W)     ADJUSTED  
 AB1428* NAVD 88     -                                                        
 AB1428  ___________________________________________________________________
 AB1428  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB1428  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AB1428
 AB1428  HORZ ORDER  -  THIRD
 AB1428
 AB1428.The horizontal coordinates were established by classical geodetic methods
 AB1428.and adjusted by the National Geodetic Survey in February 1996..
 AB1428
 AB1428
 AB1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1428
 AB1428.The geoid height was determined by GEOID03.
 AB1428
 AB1428;                    North         East     Units Scale Factor Converg.
 AB1428;SPC TX S     - 5,098,896.015   406,964.773   MT  0.99992487   +0 29 14.7
 AB1428;SPC TX S     -16,728,628.01  1,335,183.59   sFT  0.99992487   +0 29 14.7
 AB1428;UTM  14      - 2,938,131.813   656,744.511   MT  0.99990333   +0 42 13.1
 AB1428
 AB1428                          SUPERSEDED SURVEY CONTROL
 AB1428
 AB1428  NAD 83(1986)-  26 33 18.67788(N)    097 25 35.07719(W) AD(       ) 4
 AB1428  NAD 27      -  26 33 17.44251(N)    097 25 34.14548(W) AD(       ) 3
 AB1428
 AB1428.Superseded values are not recommended for survey control.
 AB1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1428.See file dsdata.txt to determine how the superseded data were derived.
 AB1428
 AB1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5674538132(NAD 83)
 AB1428_MARKER: 53 = ELEVATED TANK
 AB1428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1428
 AB1428  HISTORY     - Date     Condition        Report By
 AB1428  HISTORY     - 1980     FIRST OBSERVED   NGS
 AB1428  HISTORY     - 1985     GOOD             NGS
 AB1428
 AB1428                          STATION DESCRIPTION
 AB1428
 AB1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB1428'THE STATION IS THE APEX OF VENT ATOP THE PORT MANSFIELD MUNICIPAL
 AB1428'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP
 AB1428'AND A HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR TUBULAR LEGS.  IT
 AB1428'IS GOLD IN COLOR, APPROXIMATELY 120 FEET IN HEIGHT AND
 AB1428'OWNED BY THE TOWN OF PORT MANSFIELD.
 AB1428'
 AB1428'IT IS LOCATED IN THE SOUTHEAST SECTION OF TOWN NEAR THE
 AB1428'COAST GUARD STATION.
 AB1428
 AB1428                          STATION RECOVERY (1985)
 AB1428
 AB1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1428'THE STATION WAS RECOVERED AT THIS DATE.
 AB1428'
 AB1428'THE STATION, PORT MANSFIELD MUNICIPAL WATER TANK
 AB1428'IS LOCATED IN PORT MANSFIELD.
 AB1428'
 AB1428'THE LANDMARK IS THE VENT TOP CENTER OF THE DOME ROOF TANK, WITH FOUR
 AB1428'TUBULAR LEGS, PAINTED TAN, WITH AN OVER-ALL HEIGHT OF ABOUT 35
 AB1428'METERS (115 FT). PORT MANSFIELD IS PAINTED ON THE BOWL.
 AB1428'
 AB1428'AIRCRAFT LIGHTS ARE MOUNTED ON THE VENT.
 AB1428'
 AB1428'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1429 ***********************************************************************
 AB1429  DESIGNATION -  PORT MANSFIELD MUN TANK 2
 AB1429  PID         -  AB1429
 AB1429  STATE/COUNTY-  TX/WILLACY
 AB1429  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1429
 AB1429                         *CURRENT SURVEY CONTROL
 AB1429  ___________________________________________________________________
 AB1429* NAD 83(1993)-  26 33 30.98667(N)    097 25 41.71273(W)     ADJUSTED  
 AB1429* NAVD 88     -                                                        
 AB1429  ___________________________________________________________________
 AB1429  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB1429  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB1429
 AB1429  HORZ ORDER  -  THIRD
 AB1429
 AB1429.The horizontal coordinates were established by classical geodetic methods
 AB1429.and adjusted by the National Geodetic Survey in February 1996..
 AB1429
 AB1429
 AB1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1429
 AB1429.The geoid height was determined by GEOID03.
 AB1429
 AB1429;                    North         East     Units Scale Factor Converg.
 AB1429;SPC TX S     - 5,099,273.660   406,778.897   MT  0.99992441   +0 29 11.7
 AB1429;SPC TX S     -16,729,867.00  1,334,573.76   sFT  0.99992441   +0 29 11.7
 AB1429;UTM  14      - 2,938,508.746   656,557.214   MT  0.99990261   +0 42 10.4
 AB1429
 AB1429                          SUPERSEDED SURVEY CONTROL
 AB1429
 AB1429  NAD 83(1986)-  26 33 31.00055(N)    097 25 41.67749(W) AD(       ) 4
 AB1429  NAD 27      -  26 33 29.76564(N)    097 25 40.74565(W) AD(       ) 3
 AB1429
 AB1429.Superseded values are not recommended for survey control.
 AB1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1429.See file dsdata.txt to determine how the superseded data were derived.
 AB1429
 AB1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5655738509(NAD 83)
 AB1429_MARKER: 53 = ELEVATED TANK
 AB1429_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1429
 AB1429  HISTORY     - Date     Condition        Report By
 AB1429  HISTORY     - 1980     FIRST OBSERVED   NGS
 AB1429  HISTORY     - 1985     GOOD             NGS
 AB1429
 AB1429                          STATION DESCRIPTION
 AB1429
 AB1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB1429'THE STATION IS THE APEX OF VENT, OF THE PORT MANSFIELD MUNICIPAL
 AB1429'WATER TANK 2.  IT IS A SINGULAR COLUMN SPHEROID, UNPAINTED AT
 AB1429'THIS TIME, 87.6 FEET IN HEIGHT AND OWNED BY THE TOWN OF
 AB1429'PORT MANSFIELD.
 AB1429'
 AB1429'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF TOWN, ALONG
 AB1429'STATE HIGHWAY 186 AND NORTH OF THE HARBOR MASTER STATION.
 AB1429
 AB1429                          STATION RECOVERY (1985)
 AB1429
 AB1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1429'THE STATION WAS RECOVERED AT THIS DATE.
 AB1429'
 AB1429'THE STATION, PORT MANSFIELD MUNICIPAL WATER TANK 2
 AB1429'IS LOCATED IN PORT MANSFIELD.
 AB1429'
 AB1429'THE LANDMARK IS THE VENT AT TOP AND CENTER OF THE PEDESTAL
 AB1429'SPHEROID, PAINTED TAN, WITN AN OVER-ALL HEIGHT OF ABOUT 28 METERS
 AB1429'(92 FT). PORT MANSFIELD IS PAINTED ON THE BOWL.
 AB1429'52 METERS (171 FT) NORTHWEST FROM THE STATE HIGHWAY 186,
 AB1429'43 METERS (141 FT) SOUTHWEST FROM THE CENTER OF WHITE STREET AND
 AB1429'ACROSS THE ROAD FROM TRIANGULATION STATION LEGION 2 1969.
 AB1429'
 AB1429'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1431 ***********************************************************************
 AB1431  DESIGNATION -  PORT MANSFIELD REAR RANGE LT
 AB1431  PID         -  AB1431
 AB1431  STATE/COUNTY-  TX/WILLACY
 AB1431  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1431
 AB1431                         *CURRENT SURVEY CONTROL
 AB1431  ___________________________________________________________________
 AB1431* NAD 83(1993)-  26 33 28.41100(N)    097 25 58.67291(W)     ADJUSTED  
 AB1431* NAVD 88     -        19.     (meters)      62.     (feet)  VERTCON   
 AB1431  ___________________________________________________________________
 AB1431  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 AB1431  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AB1431
 AB1431  HORZ ORDER  -  THIRD
 AB1431
 AB1431.The horizontal coordinates were established by classical geodetic methods
 AB1431.and adjusted by the National Geodetic Survey in February 1996..
 AB1431
 AB1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1431
 AB1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1431
 AB1431.The geoid height was determined by GEOID03.
 AB1431
 AB1431;                    North         East     Units Scale Factor Converg.
 AB1431;SPC TX S     - 5,099,190.420   406,310.201   MT  0.99992450   +0 29 04.0
 AB1431;SPC TX S     -16,729,593.90  1,333,036.05   sFT  0.99992450   +0 29 04.0
 AB1431;UTM  14      - 2,938,423.739   656,088.847   MT  0.99990080   +0 42 02.8
 AB1431
 AB1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1431!SPC TX S     -   1.00000060  x   0.99992450  =   0.99992510
 AB1431!UTM  14      -   1.00000060  x   0.99990080  =   0.99990140
 AB1431
 AB1431                          SUPERSEDED SURVEY CONTROL
 AB1431
 AB1431  NAD 83(1986)-  26 33 28.42496(N)    097 25 58.64319(W) AD(       ) 4
 AB1431  NAD 27      -  26 33 27.19019(N)    097 25 57.71103(W) AD(       ) 3
 AB1431  NGVD 29 (06/28/90)   19.     (m)           62.     (f) VERT ANG       
 AB1431
 AB1431.Superseded values are not recommended for survey control.
 AB1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1431.See file dsdata.txt to determine how the superseded data were derived.
 AB1431
 AB1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5608938424(NAD 83)
 AB1431_MARKER: 15 = RANGE MARKER
 AB1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1431
 AB1431  HISTORY     - Date     Condition        Report By
 AB1431  HISTORY     - 1980     FIRST OBSERVED   NGS
 AB1431  HISTORY     - 1985     GOOD             NGS
 AB1431
 AB1431                          STATION DESCRIPTION
 AB1431
 AB1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB1431'THE STATION IS THE CENTER OF THE AXIS OF THE RED LIGHT ATOP THE
 AB1431'PORT MANSFIELD REAR RANGE LIGHT.  IT IS A FOUR LEGGED, SKELETON
 AB1431'STEEL TOWER, PAINTED RED IN COLOR, WITH A LARGE RED AND WHITE
 AB1431'PAINTED BOARD, A RED LIGHT ATOP AND THE HEIGHT IS 52 FEET.
 AB1431'
 AB1431'IT IS LOCATED IN THE NORTH SECTION OF TOWN NEAR THE AIRPORT
 AB1431'ALONG STATE HIGHWAY 186.
 AB1431
 AB1431                          STATION RECOVERY (1985)
 AB1431
 AB1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1431'THE STATION WAS RECOVERED AT THIS DATE.
 AB1431'THE PORT MANSFIELD REAR RANGE LIGHT IS THE 4 SECOND OCCULTING RED
 AB1431'DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A FOUR LEGGED STEEL
 AB1431'TOWER. LIGHT IS LISTED AT 18.8 METERS (62 FT) HIGH. STATION IS
 AB1431'CARRIED IN THE 1984 U S COAST GUARD LIGHT LIST AS NUMBER 3407.
 AB1431'
 AB1431'AN EDM TIE WAS MADE TO STATION LEGION 1939.
 AB1431'
 AB1431'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0973 ***********************************************************************
 AV0973  DESIGNATION -  PORT NECHES TEX REFIN LT TR 1
 AV0973  PID         -  AV0973
 AV0973  STATE/COUNTY-  TX/JEFFERSON
 AV0973  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0973
 AV0973                         *CURRENT SURVEY CONTROL
 AV0973  ___________________________________________________________________
 AV0973* NAD 83(1993)-  29 58 58.53654(N)    093 56 21.54578(W)     ADJUSTED  
 AV0973* NAVD 88     -                                                        
 AV0973  ___________________________________________________________________
 AV0973  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0973  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AV0973
 AV0973  HORZ ORDER  -  THIRD
 AV0973
 AV0973.The horizontal coordinates were established by classical geodetic methods
 AV0973.and adjusted by the National Geodetic Survey in February 1996..
 AV0973
 AV0973
 AV0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0973
 AV0973.The geoid height was determined by GEOID03.
 AV0973
 AV0973;                    North         East     Units Scale Factor Converg.
 AV0973;SPC TXSC     - 4,248,800.462 1,088,181.894   MT  0.99992702   +2 28 45.5
 AV0973;SPC TXSC     -13,939,606.18  3,570,143.43   sFT  0.99992702   +2 28 45.5
 AV0973;SPC TX C     - 3,052,789.677 1,316,724.270   MT  1.00003839   +3 17 35.9
 AV0973;SPC TX C     -10,015,694.13  4,319,952.88   sFT  1.00003839   +3 17 35.9
 AV0973;UTM  15      - 3,317,264.718   409,387.376   MT  0.99970130   -0 28 10.0
 AV0973
 AV0973                          SUPERSEDED SURVEY CONTROL
 AV0973
 AV0973  NAD 83(1993)-  29 58 58.53605(N)    093 56 21.54579(W) AD(       ) 4
 AV0973  NAD 83(1986)-  29 58 58.55497(N)    093 56 21.52878(W) AD(       ) 4
 AV0973  NAD 27      -  29 58 57.78700(N)    093 56 20.90900(W) AD(       ) 3
 AV0973
 AV0973.Superseded values are not recommended for survey control.
 AV0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0973.See file dsdata.txt to determine how the superseded data were derived.
 AV0973
 AV0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0938717265(NAD 83)
 AV0973_MARKER: 55 = TOWER
 AV0973
 AV0973  HISTORY     - Date     Condition        Report By
 AV0973  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0973  HISTORY     - 19860709 GOOD             USPSQD
 AV0973  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AV0973  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0973  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0973  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AV0973
 AV0973                          STATION DESCRIPTION
 AV0973
 AV0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0973'STATION IS STEEL LIGHTNING ARRESTER TOWER, APPROXIMATELY
 AV0973'150 FEET TALL, LOCATED IN A GROUP OF STEEL OIL TANKS AT
 AV0973'THE TEXACO ASPHALT PLANT AT PORT NECHES.  STATION IS APEX
 AV0973'OF TOWER.
 AV0973'
 AV0973'TOWER IS N OF FOUR WELL IN LINE BUT SOME DISTANCE APART.
 AV0973
 AV0973                          STATION RECOVERY (1986)
 AV0973
 AV0973'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0973'RECOVERED IN GOOD CONDITION.
 AV0973
 AV0973                          STATION RECOVERY (1995)
 AV0973
 AV0973'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0973'MARK NOT FOUND.
 AV0973
 AV0973                          STATION RECOVERY (2000)
 AV0973
 AV0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0973'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0973
 AV0973                          STATION RECOVERY (2001)
 AV0973
 AV0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0973'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0973
 AV0973                          STATION RECOVERY (2002)
 AV0973
 AV0973'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0973'TOWER HAS BEEN TORN DOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2273 ***********************************************************************
 AN2273  DESIGNATION -  PORT O CONNOR BEACON 1
 AN2273  PID         -  AN2273
 AN2273  STATE/COUNTY-  TX/CALHOUN
 AN2273  USGS QUAD   -  PORT O'CONNOR (1973)
 AN2273
 AN2273                         *CURRENT SURVEY CONTROL
 AN2273  ___________________________________________________________________
 AN2273* NAD 83(1993)-  28 26 23.27612(N)    096 23 39.42932(W)     ADJUSTED  
 AN2273* NAVD 88     -                                                        
 AN2273  ___________________________________________________________________
 AN2273  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AN2273  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AN2273
 AN2273  HORZ ORDER  -  THIRD
 AN2273
 AN2273.The horizontal coordinates were established by classical geodetic methods
 AN2273.and adjusted by the National Geodetic Survey in February 1996..
 AN2273
 AN2273
 AN2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2273
 AN2273.The geoid height was determined by GEOID03.
 AN2273
 AN2273;                    North         East     Units Scale Factor Converg.
 AN2273;SPC TXSC     - 4,070,058.633   855,229.637   MT  0.99998427   +1 16 35.7
 AN2273;SPC TXSC     -13,353,184.03  2,805,865.90   sFT  0.99998427   +1 16 35.7
 AN2273;UTM  14      - 3,148,687.560   755,201.080   MT  1.00040385   +1 14 29.8
 AN2273
 AN2273                          SUPERSEDED SURVEY CONTROL
 AN2273
 AN2273  NAD 83(1986)-  28 26 23.28315(N)    096 23 39.41294(W) AD(       ) 4
 AN2273  NAD 27      -  28 26 22.27300(N)    096 23 38.51200(W) AD(       ) 3
 AN2273
 AN2273.Superseded values are not recommended for survey control.
 AN2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2273.See file dsdata.txt to determine how the superseded data were derived.
 AN2273
 AN2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5520148688(NAD 83)
 AN2273_MARKER: 14 = NAVIGATION LIGHT
 AN2273
 AN2273  HISTORY     - Date     Condition        Report By
 AN2273  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2273
 AN2273                          STATION DESCRIPTION
 AN2273
 AN2273'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2275 ***********************************************************************
 AN2275  DESIGNATION -  PORT O CONNOR BEACON 3
 AN2275  PID         -  AN2275
 AN2275  STATE/COUNTY-  TX/CALHOUN
 AN2275  USGS QUAD   -  PORT O'CONNOR (1973)
 AN2275
 AN2275                         *CURRENT SURVEY CONTROL
 AN2275  ___________________________________________________________________
 AN2275* NAD 83(1993)-  28 26 15.90065(N)    096 23 58.24645(W)     ADJUSTED  
 AN2275* NAVD 88     -                                                        
 AN2275  ___________________________________________________________________
 AN2275  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AN2275  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AN2275
 AN2275  HORZ ORDER  -  THIRD
 AN2275
 AN2275.The horizontal coordinates were established by classical geodetic methods
 AN2275.and adjusted by the National Geodetic Survey in February 1996..
 AN2275
 AN2275
 AN2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2275
 AN2275.The geoid height was determined by GEOID03.
 AN2275
 AN2275;                    North         East     Units Scale Factor Converg.
 AN2275;SPC TXSC     - 4,069,820.242   854,722.787   MT  0.99998483   +1 16 26.4
 AN2275;SPC TXSC     -13,352,401.91  2,804,203.01   sFT  0.99998483   +1 16 26.4
 AN2275;UTM  14      - 3,148,449.379   754,693.872   MT  1.00040066   +1 14 20.5
 AN2275
 AN2275                          SUPERSEDED SURVEY CONTROL
 AN2275
 AN2275  NAD 83(1986)-  28 26 15.90731(N)    096 23 58.22963(W) AD(       ) 4
 AN2275  NAD 27      -  28 26 14.89700(N)    096 23 57.32900(W) AD(       ) 3
 AN2275
 AN2275.Superseded values are not recommended for survey control.
 AN2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2275.See file dsdata.txt to determine how the superseded data were derived.
 AN2275
 AN2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5469448449(NAD 83)
 AN2275_MARKER: 14 = NAVIGATION LIGHT
 AN2275
 AN2275  HISTORY     - Date     Condition        Report By
 AN2275  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2275  HISTORY     - 1937     GOOD             TSI
 AN2275  HISTORY     - 19980721 MARK NOT FOUND   USPSQD
 AN2275
 AN2275                          STATION DESCRIPTION
 AN2275
 AN2275'DESCRIBED BY TOBIN SURVEYS INCORPORATED 1937
 AN2275'STATION IS A LIGHT MOUNTED ON THE PILING AT THE W END OF THE S
 AN2275'JETTY AT ENTRANCE TO BARROOM BAY.
 AN2275
 AN2275                          STATION RECOVERY (1998)
 AN2275
 AN2275'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2278 ***********************************************************************
 AN2278  DESIGNATION -  PORT O CONNOR CABLE TV MAST
 AN2278  PID         -  AN2278
 AN2278  STATE/COUNTY-  TX/CALHOUN
 AN2278  USGS QUAD   -  PORT O'CONNOR (1973)
 AN2278
 AN2278                         *CURRENT SURVEY CONTROL
 AN2278  ___________________________________________________________________
 AN2278* NAD 83(1993)-  28 26 27.47539(N)    096 26 34.80414(W)     ADJUSTED  
 AN2278* NAVD 88     -                                                        
 AN2278  ___________________________________________________________________
 AN2278  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AN2278  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN2278
 AN2278  HORZ ORDER  -  THIRD
 AN2278
 AN2278.The horizontal coordinates were established by classical geodetic methods
 AN2278.and adjusted by the National Geodetic Survey in February 1996..
 AN2278
 AN2278
 AN2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2278
 AN2278.The geoid height was determined by GEOID03.
 AN2278
 AN2278;                    North         East     Units Scale Factor Converg.
 AN2278;SPC TXSC     - 4,070,082.555   850,455.923   MT  0.99998396   +1 15 09.7
 AN2278;SPC TXSC     -13,353,262.52  2,790,204.14   sFT  0.99998396   +1 15 09.7
 AN2278;UTM  14      - 3,148,714.378   750,425.448   MT  1.00037404   +1 13 06.3
 AN2278
 AN2278                          SUPERSEDED SURVEY CONTROL
 AN2278
 AN2278  NAD 83(1986)-  28 26 27.48208(N)    096 26 34.78520(W) AD(       ) 4
 AN2278  NAD 27      -  28 26 26.47159(N)    096 26 33.87300(W) AD(       ) 3
 AN2278
 AN2278.Superseded values are not recommended for survey control.
 AN2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2278.See file dsdata.txt to determine how the superseded data were derived.
 AN2278
 AN2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5042548714(NAD 83)
 AN2278_MARKER: 42 = RADIO/TV MAST
 AN2278
 AN2278  HISTORY     - Date     Condition        Report By
 AN2278  HISTORY     - 1978     FIRST OBSERVED   NGS
 AN2278  HISTORY     - 19980721 GOOD             USPSQD
 AN2278
 AN2278                          STATION DESCRIPTION
 AN2278
 AN2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2278'THE STATION, PORT O CONNOR COASTAL CABLE TELEVISION COMPANY
 AN2278'MAST, IS THE LIGHT LOCATED AT THE TOP OF A GUYED MAST,
 AN2278'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF
 AN2278'RED AND WHITE, HAS NUMEROUS TELEVISION TYPE ANTENNAE ATTACHED
 AN2278'TO THE SIDE, AND WITH AN OVERALL HEIGHT OF 300 FEET.  IT IS
 AN2278'4 MILES NORTHWEST OF PORT O CONNOR.
 AN2278'
 AN2278'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 185 AND SIXTEENTH
 AN2278'STREET IN PORT O CONNOR, GO WEST ON STATE HIGHWAY 185 FOR 0.95
 AN2278'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED AND
 AN2278'GRAVELED ROAD FOR 0.4 MILE TO A T-INTERSECTION.  TURN LEFT AND
 AN2278'GO WEST ON A GRAVELED ROAD FOR 0.25 MILE TO A TRACK ROAD RIGHT.
 AN2278'TURN RIGHT AND GO NORTH ON TRACK ROAD FOR 0.15 MILE TO THE
 AN2278'STATION.
 AN2278
 AN2278                          STATION RECOVERY (1998)
 AN2278
 AN2278'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2277 ***********************************************************************
 AN2277  DESIGNATION -  PORT O CONNOR MUN TANK
 AN2277  PID         -  AN2277
 AN2277  STATE/COUNTY-  TX/CALHOUN
 AN2277  USGS QUAD   -  PORT O'CONNOR (1973)
 AN2277
 AN2277                         *CURRENT SURVEY CONTROL
 AN2277  ___________________________________________________________________
 AN2277* NAD 83(1993)-  28 26 50.31226(N)    096 25 20.89285(W)     ADJUSTED  
 AN2277* NAVD 88     -                                                        
 AN2277  ___________________________________________________________________
 AN2277  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AN2277  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN2277
 AN2277  HORZ ORDER  -  THIRD
 AN2277
 AN2277.The horizontal coordinates were established by classical geodetic methods
 AN2277.and adjusted by the National Geodetic Survey in February 1996..
 AN2277
 AN2277
 AN2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2277
 AN2277.The geoid height was determined by GEOID03.
 AN2277
 AN2277;                    North         East     Units Scale Factor Converg.
 AN2277;SPC TXSC     - 4,070,829.554   852,451.092   MT  0.99998225   +1 15 46.0
 AN2277;SPC TXSC     -13,355,713.30  2,796,749.96   sFT  0.99998225   +1 15 46.0
 AN2277;UTM  14      - 3,149,460.478   752,421.857   MT  1.00038643   +1 13 42.4
 AN2277
 AN2277                          SUPERSEDED SURVEY CONTROL
 AN2277
 AN2277  NAD 83(1986)-  28 26 50.31893(N)    096 25 20.87540(W) AD(       ) 4
 AN2277  NAD 27      -  28 26 49.30905(N)    096 25 19.97164(W) AD(       ) 3
 AN2277
 AN2277.Superseded values are not recommended for survey control.
 AN2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2277.See file dsdata.txt to determine how the superseded data were derived.
 AN2277
 AN2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5242249460(NAD 83)
 AN2277_MARKER: 53 = ELEVATED TANK
 AN2277
 AN2277  HISTORY     - Date     Condition        Report By
 AN2277  HISTORY     - 1978     FIRST OBSERVED   NGS
 AN2277  HISTORY     - 19980721 GOOD             USPSQD
 AN2277
 AN2277                          STATION DESCRIPTION
 AN2277
 AN2277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2277'THE STATION, PORT O CONNOR MUNICIPAL WATER TANK, IS THE VENT
 AN2277'PIPE AT THE TOP CENTER OF AN ELEVATED TANK SUPPORTED BY FOUR
 AN2277'LEGS AND OWNED BY THE CITY OF PORT O CONNOR.  THE TANK IS
 AN2277'PAINTED SILVER IN COLOR WITH AN OVERALL HEIGHT OF 130 FEET.
 AN2277'IT IS 2 MILES WEST OF PORT O CONNOR, 0.35 MILE NORTH OF THE
 AN2277'JUNCTION OF STATE HIGHWAY 185 AND SIXTEENTH STREET, AND ON
 AN2277'THE EAST SIDE OF SIXTEENTH STREET.
 AN2277
 AN2277                          STATION RECOVERY (1998)
 AN2277
 AN2277'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1652 ***********************************************************************
 AH1652  DESIGNATION -  PORT SAT
 AH1652  PID         -  AH1652
 AH1652  STATE/COUNTY-  TX/SAN PATRICIO
 AH1652  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1652
 AH1652                         *CURRENT SURVEY CONTROL
 AH1652  ___________________________________________________________________
 AH1652* NAD 83(1993)-  27 49 19.87321(N)    097 12 56.78712(W)     ADJUSTED  
 AH1652* NAVD 88     -         2.285  (meters)       7.50   (feet)  ADJUSTED  
 AH1652  ___________________________________________________________________
 AH1652  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AH1652  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH1652  DYNAMIC HT  -           2.282 (meters)       7.49  (feet)  COMP
 AH1652  MODELED GRAV-     979,137.8   (mgal)                       NAVD 88
 AH1652
 AH1652  HORZ ORDER  -  THIRD
 AH1652  VERT ORDER  -  FIRST     CLASS II
 AH1652
 AH1652.The horizontal coordinates were established by GPS observations
 AH1652.and adjusted by the National Geodetic Survey in February 1996..
 AH1652
 AH1652.The orthometric height was determined by differential leveling
 AH1652.and adjusted by the National Geodetic Survey in December 1997..
 AH1652
 AH1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1652
 AH1652.The geoid height was determined by GEOID03.
 AH1652
 AH1652.The dynamic height is computed by dividing the NAVD 88
 AH1652.geopotential number by the normal gravity value computed on the
 AH1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1652.degrees latitude (g = 980.6199 gals.).
 AH1652
 AH1652.The modeled gravity was interpolated from observed gravity values.
 AH1652
 AH1652;                    North         East     Units Scale Factor Converg.
 AH1652;SPC TX S     - 5,239,465.765   426,523.054   MT  0.99999720   +0 34 59.0
 AH1652;SPC TX S     -17,189,813.93  1,399,351.05   sFT  0.99999720   +0 34 59.0
 AH1652;UTM  14      - 3,078,782.707   675,732.849   MT  0.99998119   +0 49 58.7
 AH1652
 AH1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1652!SPC TX S     -   1.00000379  x   0.99999720  =   1.00000099
 AH1652!UTM  14      -   1.00000379  x   0.99998119  =   0.99998498
 AH1652
 AH1652                          SUPERSEDED SURVEY CONTROL
 AH1652
 AH1652  NAD 83(1986)-  27 49 19.87982(N)    097 12 56.76014(W) AD(       ) 3
 AH1652  NAVD 88 (08/21/98)    2.29   (m)            7.5    (f) LEVELING    3  
 AH1652  NGVD 29 (06/28/90)    2.0    (m)            7.     (f) GPS OBS        
 AH1652
 AH1652.Superseded values are not recommended for survey control.
 AH1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1652.See file dsdata.txt to determine how the superseded data were derived.
 AH1652
 AH1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7573378783(NAD 83)
 AH1652_MARKER: DD = SURVEY DISK
 AH1652_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1652_SP_SET: PAD
 AH1652_STAMPING: PORT SAT 1989
 AH1652_MARK LOGO: NOS   
 AH1652_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1652+STABILITY: SURFACE MOTION
 AH1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1652+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH1652
 AH1652  HISTORY     - Date     Condition        Report By
 AH1652  HISTORY     - 1989     MONUMENTED       NOS
 AH1652  HISTORY     - 19891212 GOOD             NOS
 AH1652  HISTORY     - 19950610 GOOD             USPSQD
 AH1652  HISTORY     - 19970203 GOOD             NGS
 AH1652
 AH1652                          STATION DESCRIPTION
 AH1652
 AH1652'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AH1652'THE STATION IS LOCATED IN THE TOWNSHIP OF INGLESIDE-BY-THE-SEA ON THE
 AH1652'HIGHEST PORTION OF A POINT NEXT TO A DOCK AND IN FRONT OF THE BRASS
 AH1652'TURTLE RESTAURANT.
 AH1652'TO REACH THE STATION FROM THE JUNCTION OF HWY 361 AND FARM ROAD 1069
 AH1652'IN THE TOWN OF INGLESIDE, GO S ON FARM ROAD 1069 FOR 3.3 MI TO A SIDE
 AH1652'ROAD RIGHT.  TURN RIGHT AND FOLLOW THE ROAD (WOODHAVEN DRIVE) SW TO A
 AH1652'SHARP CURVE LEFT.  CONTINUE ESE FOR 0.75 MI TO THE END OF THE ROAD,
 AH1652'RESTAURANT, AND STATION.
 AH1652'THE STATION IS A BRONZE DISK SET IN A 20 FT BY 20 FT CONCRETE
 AH1652'FOUNDATION FLUSH WITH THE GROUND.  FROM THE NE CORNER IT IS LOCATED
 AH1652'36.0 M (118.1 FT) S OF A CHAINLINK FENCE LINE, 18.3 M (60.0 FT) SSW OF
 AH1652'THE SW CORNER OF ANOTHER CONCRETE FOUNDATION, 15.5 M (50.9 FT) SE OF
 AH1652'THE SE CORNER OF A BULKHEAD AT THE DOCK, AND 8.1 M (26.6 FT) N OF THE
 AH1652'BANK AND MHWL.
 AH1652'STATION WAS POSITIONED BY DOPPLER SATELLITE SURVEY METHODS.
 AH1652
 AH1652                          STATION RECOVERY (1989)
 AH1652
 AH1652'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1652'THE STATION WAS RECOVERED AS DESCRIBED. RECOVERED BY P B WALBOLT.
 AH1652
 AH1652                          STATION RECOVERY (1995)
 AH1652
 AH1652'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1652'RECOVERED IN GOOD CONDITION.
 AH1652
 AH1652                          STATION RECOVERY (1997)
 AH1652
 AH1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1652'5.4 KM (3.35 MI) SOUTHERLY ALONG FARM ROAD 1069 FROM THE JUNCTION OF
 AH1652'STATE HIGHWAY 361 IN INGLESIDE, THENCE 1.2 KM (0.75 MI) SOUTHWESTERLY
 AH1652'ALONG WOODHAVEN DRIVE, THENCE 1.2 KM (0.75 MI) SOUTHEASTERLY ALONG
 AH1652'SANDPIPER STREET, NEAR THE NORTHEAST CORNER OF THE MOST SOUTHERLY OF 2
 AH1652'20 BY 20-FT CONCRETE PADS, 76.0 M (249.3 FT) SOUTH OF THE SOUTH FACE
 AH1652'OF FRENCHYS LANDING RESTAURANT, 18.0 M (59.1 FT) SOUTHWEST OF THE
 AH1652'SOUTHWEST CORNER OF THE NORTH PAD, 15.7 M (51.5 FT) SOUTHEAST OF THE
 AH1652'SOUTHEAST CORNER OF A BULKHEAD FOR A SMALL MARINA, 11.3 M (37.1 FT)
 AH1652'SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO A BEACH, 5.2 M (17.1
 AH1652'FT) SOUTHEAST OF THE EXTENDED CENTER OF THE DRIVEWAY WHERE IT PASSES
 AH1652'THROUGH A GATE, 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE DRIVEWAY, AND
 AH1652'0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1489 ***********************************************************************
 AH1489  DESIGNATION -  PORTALES
 AH1489  PID         -  AH1489
 AH1489  STATE/COUNTY-  TX/KLEBERG
 AH1489  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH1489
 AH1489                         *CURRENT SURVEY CONTROL
 AH1489  ___________________________________________________________________
 AH1489* NAD 83(1993)-  27 26 00.60252(N)    097 36 15.21598(W)     ADJUSTED  
 AH1489* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AH1489  ___________________________________________________________________
 AH1489  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AH1489  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH1489
 AH1489  HORZ ORDER  -  SECOND
 AH1489
 AH1489.The horizontal coordinates were established by classical geodetic methods
 AH1489.and adjusted by the National Geodetic Survey in February 1996..
 AH1489
 AH1489.The orthometric height was scaled from a topographic map.
 AH1489
 AH1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1489
 AH1489.The geoid height was determined by GEOID03.
 AH1489
 AH1489;                    North         East     Units Scale Factor Converg.
 AH1489;SPC TX S     - 5,196,066.501   388,558.866   MT  0.99992316   +0 24 24.1
 AH1489;SPC TX S     -17,047,428.18  1,274,796.88   sFT  0.99992316   +0 24 24.1
 AH1489;UTM  14      - 3,035,225.184   637,954.852   MT  0.99983492   +0 38 35.4
 AH1489
 AH1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1489!SPC TX S     -   1.00000264  x   0.99992316  =   0.99992580
 AH1489!UTM  14      -   1.00000264  x   0.99983492  =   0.99983756
 AH1489
 AH1489|---------------------------------------------------------------------|
 AH1489| PID    Reference Object                     Distance      Geod. Az  |
 AH1489|                                                           dddmmss.s |
 AH1489| CV2817 PORTALES RM 1                        22.558 METERS 18731     |
 AH1489| AH0545 Y 632                                              1951512.4 |
 AH1489| AH0544 X 632                                25.137 METERS 26611     |
 AH1489|---------------------------------------------------------------------|
 AH1489
 AH1489                          SUPERSEDED SURVEY CONTROL
 AH1489
 AH1489  NAD 83(1986)-  27 26 00.61883(N)    097 36 15.19185(W) AD(       ) 2
 AH1489  NAD 27      -  27 25 59.48700(N)    097 36 14.21700(W) AD(       ) 2
 AH1489
 AH1489.Superseded values are not recommended for survey control.
 AH1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1489.See file dsdata.txt to determine how the superseded data were derived.
 AH1489
 AH1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3795535225(NAD 83)
 AH1489_MARKER: DS = TRIANGULATION STATION DISK
 AH1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1489
 AH1489  HISTORY     - Date     Condition        Report By
 AH1489  HISTORY     - 1949     MONUMENTED       CGS
 AH1489  HISTORY     - 1949     GOOD             CGS
 AH1489  HISTORY     - 1967     GOOD             CGS
 AH1489
 AH1489                          STATION DESCRIPTION
 AH1489
 AH1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1489'THE STATION IS LOCATED ON THE KING RANCH, ABOUT 15.5 MILES
 AH1489'EAST-SOUTHEAST OF KINGSVILLE, 9.5 MILES SOUTHWEST OF LAURELES
 AH1489'RANCH, 2.0 MILES NORTH OF THE ROAD FROM THE WEST GATE TO
 AH1489'THE KING RANCH TO ALAZAN CAMP, 450 FEET SOUTHWEST OF A FENCE,
 AH1489'58.5 FEET EAST OF THE CENTER OF A TRACK ROAD, AND 4.5 FEET
 AH1489'WEST OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED
 AH1489'PORTALES 1949.
 AH1489'
 AH1489'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND THE SAME
 AH1489'ELEVATION AS THE STATION AND IS 61.5 FEET EAST OF THE CENTER
 AH1489'OF A TRACK ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED PORTALES NO
 AH1489'1 1949.
 AH1489'
 AH1489'REFERENCE MARK NO. 2, BENCH MARK X 632 1942, IS WEST OF THE
 AH1489'STATION AND THE SAME ELEVATION AS THE STATION.  THE DISK IS SET
 AH1489'IN THE TOP OF A SIX INCH SQUARE CONCRETE POST THAT PROJECTS 16
 AH1489'INCHES AND IS STAMPED X 632 1942.
 AH1489'
 AH1489'AZIMUTH MARK, BENCH MARK Y 632 1942, IS SOUTH OF THE STATION AND
 AH1489'27 FEET WEST OF THE CENTER OF A TRACK ROAD.  THE DISK IS SET IN
 AH1489'THE TOP OF A SIX INCH SQUARE CONCRETE POST THAT PROJECTS 9 INCHES
 AH1489'AND IS STAMPED Y 632 1942.
 AH1489'
 AH1489'TO REACH THE STATION FROM THE POST OFFICE IN KINGSVILLE, GO SOUTH
 AH1489'ON U.S. HIGHWAY NO. 77 FOR 0.7 MILE TO E CEASER STREET, TURN LEFT
 AH1489'AND GO EAST FOR 2.7 MILES TO A T INTERSECTION, TURN LEFT AND
 AH1489'FOLLOW WINDING ROAD FOR 1.7 MILES TO THE WEST GATE TO THE KING
 AH1489'RANCH, GUARD AT GATE, PASS THROUGH GATE AND GO EAST FOR 0.45 MILE
 AH1489'TO A FORK, TAKE RIGHT FORK AND GO 3.15 MILES TO A FORK, TAKE
 AH1489'LEFT FORK AND GO FOR 8.85 MILES TO A WINDMILL AND WATER TANKS ON
 AH1489'THE LEFT, CONTINUE ON GRADED ROAD FOR 2.55 MILES TO A
 AH1489'PROMINENT TRACK ROAD LEFT (ABOUT 0.15 MILE BEFORE REACHING
 AH1489'A WINDMILL AND BUILDINGS ON THE RIGHT), TURN LEFT AND GO
 AH1489'NORTH ON TRACK ROAD FOR 0.8 MILE TO AZIMUTH MARK ON THE
 AH1489'LEFT, CONTINUE NORTH ON TRACK ROAD FOR 1.1 MILES TO THE
 AH1489'STATION ON THE RIGHT.
 AH1489'
 AH1489'A 74 FOOT SIGNAL AT BISHOP 1913 IS VISIBLE AT 4 FEET.
 AH1489'
 AH1489'A 74 FOOT SIGNAL AT CHILTIPIN IS VISIBLE AT 10 FEET.
 AH1489'
 AH1489'A 74 FOOT SIGNAL AT HINDJOSO IS VISIBLE AT 4 FEET.
 AH1489'
 AH1489'AN 87 FOOT SIGNAL AT AGUA 1912 IS VISIBLE AT 4 FEET.
 AH1489'
 AH1489'A 74 FOOT SIGNAL AT ROBBINS ECC 1931 IS VISIBLE AT 10 FEET.
 AH1489'
 AH1489'A 4 FOOT SIGNAL AT GRULLO IS VISIBLE AT 50 FEET.
 AH1489'
 AH1489'A 74 FOOT SIGNAL AT KLEBERG 2 IS VISIBLE AT 37 FEET.
 AH1489'
 AH1489'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AH1489
 AH1489                          STATION RECOVERY (1949)
 AH1489
 AH1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1489'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL 1949
 AH1489'DESCRIPTION BY R.L.E. IS ADEQUATE.
 AH1489'
 AH1489'THE DISTANCE FROM THE STATION TO THE AZIMUTH MARK WAS MEASURED
 AH1489'AND IS 5412.3 FEET.
 AH1489
 AH1489                          STATION RECOVERY (1967)
 AH1489
 AH1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1489'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 AH1489'THE DISTANCE TO R.M. 2 WAS VERIFIED.  R.M. 1 HAS BEEN DESTROYED.
 AH1489'THE TRACK ROAD IS NO LONGER IN EVIDENCE.  THE AZIMUTH MARK WAS NOT
 AH1489'SEARCHED FOR.
 AH1489'
 AH1489'AS EXTENSIVE ROAD CHANGES HAVE BEEN MADE, A NEW TO REACH FOLLOWS--
 AH1489'AT THE JUNCTION OF U.S. HIGHWAY 77 AND TEXAS HIGHWAY 70 IN BISHOP,
 AH1489'TAKE TEXAS HIGHWAY 70 EAST FOR 17.9 MILES TO ROAD JUNCTION.
 AH1489'TURN RIGHT AND GO SOUTH 1.7 MILES TO GUARDED GATE AT THE
 AH1489'ENTRANCE TO KING RANCH.  CONTINUE ON RANCH ROAD 1.5 MILES TO
 AH1489'FORK.  BEAR SHARP RIGHT AND GO 3.1 MILES TO ROAD ON LEFT.  TURN
 AH1489'LEFT AND GO 5.3 MILES TO ROAD ON RIGHT.  TURN RIGHT AND GO
 AH1489'1.1 MILES TO A T INTERSECTION.  GO RIGHT 0.5 MILES TO A BUMP
 AH1489'GATE.  GO THROUGH BUMP GATE, TURN LEFT (SOUTH) AND FOLLOW
 AH1489'FENCE 1.6 MILES ACROSS PASTURE TO STATION, WHICH IS 450 FEET
 AH1489'TO THE RIGHT (WEST) OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1442 ***********************************************************************
 AB1442  DESIGNATION -  PORTALIS 2
 AB1442  PID         -  AB1442
 AB1442  STATE/COUNTY-  TX/KENEDY
 AB1442  USGS QUAD   -  SOUTH OF POTRERO LOPENO NW (1975)
 AB1442
 AB1442                         *CURRENT SURVEY CONTROL
 AB1442  ___________________________________________________________________
 AB1442* NAD 83(1993)-  26 38 36.14399(N)    097 26 54.14679(W)     ADJUSTED  
 AB1442* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AB1442  ___________________________________________________________________
 AB1442  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AB1442  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AB1442
 AB1442  HORZ ORDER  -  FIRST
 AB1442
 AB1442.The horizontal coordinates were established by classical geodetic methods
 AB1442.and adjusted by the National Geodetic Survey in February 1996..
 AB1442
 AB1442.The orthometric height was scaled from a topographic map.
 AB1442
 AB1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1442
 AB1442.The geoid height was determined by GEOID03.
 AB1442
 AB1442;                    North         East     Units Scale Factor Converg.
 AB1442;SPC TX S     - 5,108,647.543   404,696.061   MT  0.99991415   +0 28 38.8
 AB1442;SPC TX S     -16,760,621.15  1,327,740.33   sFT  0.99991415   +0 28 38.8
 AB1442;UTM  14      - 2,947,874.465   654,438.868   MT  0.99989447   +0 41 45.4
 AB1442
 AB1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1442!SPC TX S     -   1.00000318  x   0.99991415  =   0.99991733
 AB1442!UTM  14      -   1.00000318  x   0.99989447  =   0.99989765
 AB1442
 AB1442:                Primary Azimuth Mark                     Grid Az
 AB1442:SPC TX S     -  SAUZ                                     166 05 32.1
 AB1442:UTM  14      -  SAUZ                                     165 52 25.5
 AB1442
 AB1442|---------------------------------------------------------------------|
 AB1442| PID    Reference Object                     Distance      Geod. Az  |
 AB1442|                                                           dddmmss.s |
 AB1442| AB1417 SAUZ                                APPROX.12.0 KM 1663410.9 |
 AB1442| CV2818 PORTALIS 2 RM                        19.640 METERS 24506     |
 AB1442| AB1444 PORTALIS 2 1913 RM                   19.728 METERS 24544     |
 AB1442|---------------------------------------------------------------------|
 AB1442
 AB1442                          SUPERSEDED SURVEY CONTROL
 AB1442
 AB1442  NAD 83(1986)-  26 38 36.15863(N)    097 26 54.11341(W) AD(       ) 1
 AB1442  NAD 27      -  26 38 34.94000(N)    097 26 53.17700(W) AD(       ) 1
 AB1442
 AB1442.Superseded values are not recommended for survey control.
 AB1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1442.See file dsdata.txt to determine how the superseded data were derived.
 AB1442
 AB1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5443947874(NAD 83)
 AB1442_MARKER: DS = TRIANGULATION STATION DISK
 AB1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1442
 AB1442  HISTORY     - Date     Condition        Report By
 AB1442  HISTORY     - 1913     MONUMENTED       CGS
 AB1442  HISTORY     - 1939     SEE DESCRIPTION  CGS
 AB1442
 AB1442                          STATION DESCRIPTION
 AB1442
 AB1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1442'ABOUT 22 MILES SE OF NORIAS AND 14 MILES NE OF SAUZ, IN THE
 AB1442'CALANDRE PASTURE OF THE SAUZ RANCH, AND ON THE W SHORE OF THE
 AB1442'LAGUNA MADRE.
 AB1442'
 AB1442'SURFACE MARK IS A STANDARD DISK TRIANGULATION-STATION MARK
 AB1442'SET IN CEMENT POST 6 INCHES SQUARE AND 2 FEET LONG INCASED
 AB1442'IN A WOODEN BOX.  POST PROJECTS 2 TO 6 INCHES ABOVE GROUND.
 AB1442'UNDERGROUND MARK IS A NAIL OR SMALL WOODEN PLUG SET IN A
 AB1442'SMALL QUANTITY OF CEMENT 3 TO 6 INCHES BELOW THE SURFACE MARK.
 AB1442'REFERENCE MARK IS A STANDARD DISK REFERENCE MARK SET IN A CEMENT
 AB1442'POST 6 INCHES SQUARE AND 2 FEET LONG INCASED IN A WOODEN BOX.
 AB1442'POST PROJECTS 2 TO 6 INCHES ABOVE THE GROUND AND IS 64.70 FEET
 AB1442'FROM THE STATION, S 65 DEG 44 MIN W.  OTHER BEARINGS
 AB1442'ARE--LEFT ONE OF TWIN WINDMILLS, S 58 DEG 12 MIN W.  RIGHT ONE
 AB1442'OF TWIN WINDMILLS, S 58 DEH 24 MIN W.  WINDMILL AT PORTALIS
 AB1442'RANCH (ABOUT 3 MILES) N 81 DEG W.  IN 1932 IT WAS
 AB1442'REPORTED THAT PROMINENT CLUMP OF SPANISH DAGGERS REFERRED
 AB1442'TO IS GONE.  IN 1934 STATION AND REFERENCE MARKS RECOVERED
 AB1442'IN GOOD CONDITION, BUT POSSIBLY WILL NOT WITHSTAND ANOTHER
 AB1442'STORM.  STATION IS ABOUT 2 FEET FROM E SHORE BANK.
 AB1442'
 AB1442'IN 1930 STATION WAS REACHED FROM NORIAS BY THE SAN JOSE ROAD
 AB1442'(SAND TRAIL) SE ABOUT 14 MILES TO GATE ENTERING SAN LUIS RANCH,
 AB1442'JUST PAST A WINDMILL ON THE LEFT.  TURN LEFT (N) AND GO AS
 AB1442'FOLLOWS--KEEP TO LEFT-HAND MAIN ROAD AT 3.8 MILES.  PASS WAJALOTE
 AB1442'WELL ON RIGHT AT 6.7 MILES.  ARTESIAN WELL AND TANK ON LEFT
 AB1442'AT 9.1 MILES.  RODEO VIEGO CORRAL 300 YARDS TO E AT 9.4 MILES.
 AB1442'FROM THE CORRAL THERE IS NO DEFINITE ROAD, BUT FOLLOW TRAIL
 AB1442'SE ALONG FACE OF SAND DUNES PAST ANOTHER CONCRETE TANK AND
 AB1442'BEAR TO RIGHT AROUND END OF DUNES TO A WINDMILL WITH ELEVATED
 AB1442'TANK (NIDO WELL), THENCE SE ON PLAIN TRAIL ABOUT 2 MILES TO
 AB1442'ANOTHER WINDMILL AT THE MUJERES WELL.  FROM THIS WELL FOLLOW
 AB1442'A TRACK SE ABOUT 1 MILE AND BEAR RIGHT TO A GATE IN STRONG
 AB1442'WIRE FENCE.  GATE IS LOCKED, KEY AT NORIAS.  ENTER PASTURE
 AB1442'THROUGH THIS GATE AND CONTINUE ACROSS COUNTRY, PICKING UP
 AB1442'STRETCHES OF TRACKS AT INTERVALS ABOUT 2 MILES TO SHORE,
 AB1442'THENCE ALONG SHORE OR A SHORT DISTANCE INLAND S 3 MILES TO
 AB1442'STATION.  THERE IS A FAIRLY WELL MARKED TRACK LEADING W TO
 AB1442'THE CALANDRE TANK (OLD PORTALIS RANCH) 1.6 MILES N OF THE
 AB1442'STATION.  STATION IS ON RIDGE ABOUT 10 FEET ABOVE WATER ON
 AB1442'THE FIRST POINT ALONG THE SHORE S OF THE SAUZ FENCE WHICH
 AB1442'HAS GROWTH OF SPANISH DAGGER OR MAGUEY.  THERE IS A SIMILAR
 AB1442'POINT ABOUT 1/2 MILE S OF THE STATION AND S OF THE LAGOON,
 AB1442'WHICH IS ALSO S OF THE STATION AND SEPARATED FROM THE LAGUNA
 AB1442'MADRE BY A NARROW SAND BAR AT LOW WATER.  STATION IS ABOUT 20
 AB1442'FEET NW OF THE HIGHEST POINT ON E END OF THE HILL, AND 50
 AB1442'YARDS NE OF A LARGE CLUSTER OF MAGUEY PLANTS.  THE LAGUNA
 AB1442'MADRE IN 1930 WAS ABOUT 75 YARDS E OF THE STATION.
 AB1442
 AB1442                          STATION RECOVERY (1939)
 AB1442
 AB1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1442'STATION DESTROYED.  THE BANK ON WHICH THE STATION WAS LOCATED
 AB1442'HAS WASHED OUT LEAVING BOTH THE SURFACE AND SUB-SURFACE MARKS
 AB1442'LYING ON THE TOP OF GROUND.  ONE REFERENCE MARK WAS RECOVERED
 AB1442'AND USED AS A REFERENCE FOR THE NEW STATION.  PORTALIS 3 WAS
 AB1442'ESTABLISHED AND DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1435 ***********************************************************************
 AB1435  DESIGNATION -  PORTALIS 3
 AB1435  PID         -  AB1435
 AB1435  STATE/COUNTY-  TX/KENEDY
 AB1435  USGS QUAD   -  SOUTH OF POTRERO LOPENO NW (1975)
 AB1435
 AB1435                         *CURRENT SURVEY CONTROL
 AB1435  ___________________________________________________________________
 AB1435* NAD 83(1993)-  26 38 35.27013(N)    097 26 55.77671(W)     ADJUSTED  
 AB1435* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AB1435  ___________________________________________________________________
 AB1435  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AB1435  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AB1435
 AB1435  HORZ ORDER  -  SECOND
 AB1435
 AB1435.The horizontal coordinates were established by classical geodetic methods
 AB1435.and adjusted by the National Geodetic Survey in February 1996..
 AB1435
 AB1435.The orthometric height was scaled from a topographic map.
 AB1435
 AB1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1435
 AB1435.The geoid height was determined by GEOID03.
 AB1435
 AB1435;                    North         East     Units Scale Factor Converg.
 AB1435;SPC TX S     - 5,108,620.276   404,651.211   MT  0.99991418   +0 28 38.1
 AB1435;SPC TX S     -16,760,531.69  1,327,593.18   sFT  0.99991418   +0 28 38.1
 AB1435;UTM  14      - 2,947,847.028   654,394.124   MT  0.99989430   +0 41 44.6
 AB1435
 AB1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1435!SPC TX S     -   1.00000318  x   0.99991418  =   0.99991736
 AB1435!UTM  14      -   1.00000318  x   0.99989430  =   0.99989748
 AB1435
 AB1435|---------------------------------------------------------------------|
 AB1435| PID    Reference Object                     Distance      Geod. Az  |
 AB1435|                                                           dddmmss.s |
 AB1435| AB1444 PORTALIS 2 1913 RM                   32.971 METERS 05516     |
 AB1435| AB1428 PORT MANSFIELD MUN TANK             APPROX.10.0 KM 1670540.2 |
 AB1435| CV2819 PORTALIS 3 AZ MK                                   1792009.4 |
 AB1435| CV2821 PORTALIS 3 RM 2                      64.494 METERS 22817     |
 AB1435| CV2820 PORTALIS 3 RM 1                      52.499 METERS 34337     |
 AB1435|---------------------------------------------------------------------|
 AB1435
 AB1435                          SUPERSEDED SURVEY CONTROL
 AB1435
 AB1435  NAD 83(1986)-  26 38 35.28478(N)    097 26 55.74329(W) AD(       ) 2
 AB1435  NAD 27      -  26 38 34.05800(N)    097 26 54.80700(W) AD(       ) 2
 AB1435
 AB1435.Superseded values are not recommended for survey control.
 AB1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1435.See file dsdata.txt to determine how the superseded data were derived.
 AB1435
 AB1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5439447847(NAD 83)
 AB1435_MARKER: DS = TRIANGULATION STATION DISK
 AB1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1435_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1435
 AB1435  HISTORY     - Date     Condition        Report By
 AB1435  HISTORY     - 1939     MONUMENTED       CGS
 AB1435  HISTORY     - 1949     GOOD             CGS
 AB1435  HISTORY     - 1949     GOOD             CGS
 AB1435  HISTORY     - 1979     GOOD             NGS
 AB1435
 AB1435                          STATION DESCRIPTION
 AB1435
 AB1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1435'STATION IS LOCATED ABOUT 22 MILES SE OF NORIAS AND 14 MILES NE
 AB1435'OF SAUZ, ABOUT 23-1/2 MILES NE OF RAYMONDSVILLE, AND 6 MILES
 AB1435'N OF THE VILLAGE OF RED FISH BAY, ON THE MAINLAND ON THE W
 AB1435'SIDE OF LAGUNA MADRE ON THE NORIAS SECTION OF THE KING RANCH.
 AB1435'IT IS ABOUT 3 MILES N OF THE KENEDY-WILLACY COUNTY LINE AND ABOUT
 AB1435'2-1/4 MILES N OF S FENCE LINE OF THE KING RANCH, ON A RIDGE
 AB1435'ABOUT 10 FEET HIGHER THAN SURROUNDING GROUND.  THIS RIDGE IS
 AB1435'THE NORTHERLY ONE OF TWO SIMILAR RIDGES JUST N OF A LAGOON
 AB1435'AND ABOUT 250 FEET W OF SHORE OF LAGUNA MADRE.
 AB1435'
 AB1435'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AB1435'BRONZE DISKS SET IN CONCRETE.
 AB1435'
 AB1435'REFERENCE MARK NO. 1 IS THE OLD REFERENCE MARK FOR PORTALIS 2,
 AB1435'1913-34.  IT IS A STANDARD UNSTAMPED DISK AND IS 50 FEET BACK
 AB1435'OF THE NE END OF RIDGE AND ABOUT 100 FEET E OF A CLUSTER OF MAGUEY
 AB1435'PLANTS.
 AB1435'
 AB1435'REFERENCE MARK NO. 2 WAS ESTABLISHED N OF THE STATION JUST E
 AB1435'OF A TRAIL ALONG THE BEACH AND ABOUT 250 FEET W OF SHORE LINE.
 AB1435'
 AB1435'THE AZIMUTH MARK IS ABOUT 0.6 MILE S OF THE STATION JUST W OF
 AB1435'A TRAIL ROAD ALONG THE SHORE LINE AND ABOUT 200 FEET W OF THE
 AB1435'S TIP OF THE SMALL LAGOON.
 AB1435'
 AB1435'THE STATION MAY BE REACHED BY TRUCK FROM NORIAS AFTER FIRST
 AB1435'OBTAINING PERMISSION FROM KING RANCH OFFICIALS, BY FOLLOWING
 AB1435'NUMEROUS TRAIL ROADS INTO THE INTERSECTION OF THE S FENCE OF THE
 AB1435'KING RANCH AND LAGUNA MADRE.  FROM THERE FOLLOW A TRAIL N ALONG
 AB1435'THE SHORE LINE 2.25 MILES TO STATION.
 AB1435'
 AB1435'PORTALIS 2, 1913-34 HAS BEEN WASHED OUT.
 AB1435'
 AB1435'HEIGHT OF LIGHT ABOVE STATION MARK - 23.5 METERS.
 AB1435
 AB1435                          STATION RECOVERY (1949)
 AB1435
 AB1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1435'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 AB1435'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 AB1435'
 AB1435'THE DESCRIPTION OF REFERENCE MARK NO. 1 IS IN ERROR.  THE OLD
 AB1435'REFERENCE MARK FOR PORTALIS 2 1913-1934 WAS RECOVERED AS
 AB1435'DESCRIBED BELOW.
 AB1435'
 AB1435'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AB1435'
 AB1435'THE STATION IS LOCATED ABOUT 23.5 MILES NORTHEAST OF RAYMONDVILLE,
 AB1435'22.0 MILES SOUTHEAST OF SARITA, 14 MILES NORTHEAST OF SAUZ
 AB1435'AND 6.0 MILES NORTH OF THE VILLAGE OF RED FISH BAY ON THE NORIAS
 AB1435'SECTION OF KING RANCH.  IT IS ON THE WEST SHORE OF LAGUNA
 AB1435'MADRE ON A RIDGE ABOUT 10 FEET HIGHER THAN THE SURROUNDING
 AB1435'GROUND, 2.25 MILES NORTH OF EAST-WEST FENCE LINE THAT IS THE
 AB1435'SOUTH BOUNDRY OF KING RANCH, 250 FEET WEST OF THE SHORE OF
 AB1435'LAGUNA MADRE AND 3 FEET WEST OF WITNESS POST.  IT IS STAMPED
 AB1435'PORTALIS 3 1939 AND PROJECTS 8 INCHES.
 AB1435'
 AB1435'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION, ON
 AB1435'THE SAME RIDGE AS THE STATION, 425 FEET WEST OF THE SHORE
 AB1435'OF LAGUNA MADRE.  IT IS STAMPED PORTALIS 3 NO 1 1939 AND
 AB1435'PROJECTS 3 INCHES.
 AB1435'
 AB1435'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, ON THE
 AB1435'SAME RIDGE AS THE STATION, 250 FEET WEST OF THE SHORE OF LAGUNA
 AB1435'MADRE.  IT IS STAMPED PORTALIS 3 NO 2 1939 AND PROJECTS 3
 AB1435'INCHES.
 AB1435'
 AB1435'REFERENCE MARK IS NORTH OF THE STATION, ON THE SAME RIDGE AS
 AB1435'THE STATION, 250 FEET WEST OF THE SHORE OF LAGUNA MADRE.  IT
 AB1435'IS A STANDARD REFERENCE MARK SET IN THE TOP OF A 6 INCH
 AB1435'SQUARE CONCRETE POST PROJECTING 2 INCHES.  THE MARK IS UNSTAMPED
 AB1435'WITH THE ARROW ON THE MARK POINTING AWAY FROM THE STATION.
 AB1435'IT IS SUPPOSEDLY A REFERENCE MARK FOR PORTALIS 2 1913-1934.
 AB1435'
 AB1435'THE AZIMUTH MARK IS SOUTH OF THE STATION, IN A SMALL CLEARING
 AB1435'35 FEET WEST OF THE CENTER OF TRACK ROAD AND 2 FEET NORTH OF
 AB1435'WITNESS POST.  IT IS STAMPED PORTALIS 3 1939 AND PROJECTS 6
 AB1435'INCHES.
 AB1435'
 AB1435'TO REACH THE STATION FROM GATE EAST OF RAILROAD STATION IN
 AB1435'NORIAS, GO THROUGH LOCKED GATE, (KEY TO GATE WILL HAVE TO BE
 AB1435'OBTAINED FROM MR. EDWARD DURHAM, RANCH FOREMAN WHO LIVES AT
 AB1435'RANCH HEADQUARTERS ABOUT 5.0 MILES EAST-SOUTHEAST OF NORIAS),
 AB1435'GO EAST-SOUTHEAST ON HARD SURFACED ROAD FOR 5.05 MILES TO CATTLE
 AB1435'GUARD JUST BEFORE REACHING RANCH HEADQUARTERS, CROSS GUARD
 AB1435'AND CONTINUE FOR 0.15 MILE TO FORKS, TAKE LEFT FORK FOR 0.1
 AB1435'MILE TO LARGE TIN BARN, CONTINUE ON HARD SURFACED ROAD EAST OF
 AB1435'CORRALS FOR 0.55 MILE TO GATE AT EAST ENTRANCE TO RANCH
 AB1435'HEADQUARTERS, GO THROUGH GATE AND CONTINUE FOR 0.85 MILE TO
 AB1435'GATE, GO THROUGH GATE AND CONTINUE FOR 2.3 MILES TO FORKS,
 AB1435'TAKE RIGHT FORK AND CONTINUE FOR 0.2 MILE TO FORKS, TAKE
 AB1435'LEFT FORK AND CONTINUE FOR 5.95 MILES TO GATE, GO THROUGH
 AB1435'GATE AND CONTINUE FOR 0.8 MILE TO FORKS OF HARD SURFACED
 AB1435'ROAD, TAKE LEFT FORK FOR 1.5 MILES TO GATE, GO THROUGH GATE AND
 AB1435'CONTINUE ON HARD SURFACED ROAD FOR 3.25 MILES TO GATE, GO
 AB1435'THROUGH GATE AND CONTINUE ON HARD SURFACED ROAD FOR
 AB1435'1.45 MILES TO FORKS, TAKE RIGHT FORK AND CONTINUE ON HARD
 AB1435'SURFACED ROAD FOR 0.35 MILE TO END OF HARD SURFACED ROAD,
 AB1435'CONTINUE ON TRACK ROAD FOR 1.35 MILES TO FORKS, TAKE RIGHT
 AB1435'FORK, STRAIGHT AHEAD FOR 1.25 MILES TO WINDMILL ABOUT 0.5
 AB1435'MILE TO THE RIGHT, CONTINUE STRAIGHT AHEAD ON TRACK
 AB1435'ROAD FOR 0.3 MILE TO REVERSE FORKS, CONTINUE STRAIGHT
 AB1435'AHEAD FOR 0.7 MILE TO WINDMILL AND TANK JUST NORTH OF WINDMILL,
 AB1435'HERE GO EASTERLY ACROSS COUNTRY FOR 1.0 MILE KEEPING ABOUT
 AB1435'0.5 MILE NORTH OF EAST-WEST FENCE LINE TO TRACK ROAD ALONG SHORE,
 AB1435'TURN LEFT AND FOLLOW DIM TRACK ROAD ALONG SHORE FOR 1.2 MILES TO
 AB1435'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON DIM
 AB1435'TRACK ROAD FOR 0.7 MILE TO RIDGE ON THE RIGHT AND STATION ON
 AB1435'THE HIGHEST POINT AS DESCRIBED.
 AB1435'
 AB1435'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 AB1435
 AB1435                          STATION RECOVERY (1949)
 AB1435
 AB1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1435'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN GOOD
 AB1435'CONDITION.  THE 1949 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE
 AB1435'AND COMPLETE.
 AB1435
 AB1435                          STATION RECOVERY (1979)
 AB1435
 AB1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 AB1435'THE STATION MARK, REFERENCE MARKS 1 AND 2, REFERENCE MARK AND
 AB1435'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION
 AB1435'FROM THE AZIMUTH MARK TO ALL REFERENCE MARKS COMPARED TO THE
 AB1435'1949 DATA.  THE DISTANCE TO REFERENCE MARKS 1 AND 2 COMPARED TO
 AB1435'THE 1949 DATA.  THE DISTANCE TO REFERENCE MARK WAS FOUND TO BE
 AB1435'SHORTER BY 0.009 OF A METER.  THE DIRECTION TO THE AZIMUTH MARK
 AB1435'COULD NOT BE CHECKED AT THIS TIME DUE TO THE LACK OF INFORMATION
 AB1435'ON THE STATION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AB1435'
 AB1435'THE STATION IS LOCATED ABOUT 22 MILES SOUTHEAST OF NORIAS, 23-1/2
 AB1435'MILES NORTHEAST OF RAYMONDVILLE, ABOUT 6 MILES NORTH OF PORT
 AB1435'MANSFIELD, ON THE WEST SIDE OF THE LAGUNA MADRE AND ON PROPERTY
 AB1435'OF THE NORIAS SECTION OF THE KING RANCH.  PERMISSION WAS OBTAINED
 AB1435'TO VISIT THE STATION FROM MR. DURHAM, RANCH FORMAN, (PHONE NUMBER
 AB1435'592-3453), WHO LIVES AT THE RANCH HEADQUARTERS MENTIONED BELOW.
 AB1435'
 AB1435'TO REACH THE STATION FROM THE NORIAS GATE TO THE KING RANCH, GO
 AB1435'EAST-SOUTHEAST ON A PAVED ROAD FOR 3.2 MILES TO A METAL GATE.
 AB1435'PASS THROUGH THE GATE AND CONTINUE ON THE PAVED ROAD FOR 1.85
 AB1435'MILES TO A FORK AND RANCH HEADQUARTERS.  TAKE THE LEFT FORK,
 AB1435'CONTINUING ON PAVED ROAD FOR 0.15 MILE TO A LARGE TIN BARN.
 AB1435'PASS BETWEEN THE BARN AND SOME DOG KENNELS AND CONTINUE ON THE
 AB1435'PAVED ROAD FOR 0.55 MILE TO A METAL GATE AT THE EAST ENTRANCE TO
 AB1435'THE RANCH HEADQUARTERS.  PASS THROUGH GATE AND CONTINUE ON THE
 AB1435'PAVED ROAD FOR 0.8 MILE TO A METAL GATE.  PASS THROUGH THE GATE
 AB1435'AND CONTINUE ON THE PAVED ROAD FOR 2.2 MILES TO A FORK.  TAKE THE
 AB1435'RIGHT FORK AND CONTINUE ON THE PAVED ROAD FOR 0.15 MILE TO A FORK.
 AB1435'TAKE THE LEFT FORK AND CONTINUE ON THE PAVED ROAD FOR 5.75 MILES
 AB1435'TO A METAL GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE
 AB1435'PAVED ROAD FOR 0.65 MILE TO A FORK.  TAKE THE LEFT FORK AND
 AB1435'CONTINUE ON THE PAVED ROAD FOR 1.45 MILES TO A METAL GATE.  PASS
 AB1435'THROUGH THE GATE AND CONTINUE ON THE PAVED ROAD FOR 3.15 MILES
 AB1435'TO A METAL GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE PAVED
 AB1435'ROAD FOR 1.45 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE ON
 AB1435'THE PAVED ROAD FOR 0.15 MILE TO THE END OF PAVED ROAD.
 AB1435'CONTINUE SOUTHEASTERLY ON A GRAVEL ROAD FOR 1.35 MILES TO A FORK.
 AB1435'TAKE THE RIGHT FORK AND CONTINUE ON GRAVEL ROAD FOR 1.25 MILES TO
 AB1435'WHERE YOU CAN SEE A WINDMILL ABOUT 1/2 MILE SOUTH OF THE GRAVEL
 AB1435'ROAD.  CONTINUE SOUTHEASTERLY ON GRAVEL ROAD FOR 1.4 MILES TO A
 AB1435'GATE.  TURN LEFT AND GO EASTERLY ON A DIM TRACK ROAD FOLLOWING
 AB1435'THE FENCE LINE FOR 1 MILE TO A FENCED IN POND.  CONTINUE ON DIM
 AB1435'TRACK ROAD PASSING TO THE SOUTH SIDE OF THE POND ALONG THE FENCE
 AB1435'LINE FOR 1.7 MILES TO WHERE DIM TRACK ROAD TURNS LEFT, JUST BEFORE
 AB1435'REACHING THE SEASHORE OF LAGUNA MADRE.  TURN LEFT AND GO NORTHERLY
 AB1435'ON DIM TRACK ROAD ACROSS THE MUD FLATS FOR 1.55 MILES TO THE
 AB1435'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTHERLY ON
 AB1435'DIM TRACK ROAD FOR 0.65 MILE TO A POINT JUST EAST OF A SMALL
 AB1435'RISE.  BEAR RIGHT AND TRAVEL EASTERLY UP RISE FOR 0.1 MILE TO THE
 AB1435'STATION AS DESCRIBED.
 AB1435'
 AB1435'THE STATION IS A STANDARD U.S.C.G.S. DISK
 AB1435'STAMPED---PORTALIS 3 1939---,
 AB1435'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AB1435'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 AB1435'400 FEET WEST FROM THE SHORE LINE OF LAGUNA MADRE AND
 AB1435'4 FEET SOUTH-SOUTHEAST FROM A 6-INCH WOODEN POST.
 AB1435'THE UNDERGROUND MARK IS ACCORDING TO THE 1939 DESCRIPTION, A
 AB1435'STANDARD U.S.C.G.S. DISK, STAMPED---PORTALIS 3 1939---,
 AB1435'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 40
 AB1435'INCHES BELOW THE GROUND.
 AB1435'
 AB1435'REFERENCE MARK NUMBER 1 IS A STANDARD U.S.C.G.S. REFERENCE MARK
 AB1435'DISK, STAMPED---PORTALIS 3 1939 NO 1---,
 AB1435'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AB1435'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 AB1435'53 FEET SOUTH-SOUTHEAST FROM THE EDGE OF A MUD FLAT,
 AB1435'49 FEET NORTHWEST FROM A SMALL BUSH,
 AB1435'46 FEET WEST-SOUTHWEST FROM A LARGE BUSH AND
 AB1435'23 FEET NORTH FROM A CLUMP OF SMALL BUSHES.
 AB1435'MARK IS BELOW STATION 1.5 METERS.
 AB1435'
 AB1435'REFERENCE MARK NUMBER 2 IS A STANDARD U.S.C.G.S. REFERENCE MARK
 AB1435'DISK, STAMPED---PORTALIS 3 1939 NO 2---,
 AB1435'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AB1435'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 AB1435'95 FEET EAST FROM A SMALL BUSH AND
 AB1435'75 FEET SOUTH-SOUTHEAST FROM A SMALL BUSH.
 AB1435'MARK IS BELOW STATION 1.5 METERS.
 AB1435'
 AB1435'REFERENCE MARK, IS A STANDARD U.S.C.G.S. DISK WHICH IS
 AB1435'UNSTAMPED AND THE ARROW IS POINTED 180 DEGREES AWAY FROM THE
 AB1435'STATION,
 AB1435'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 AB1435'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 AB1435'295 FEET WEST-SOUTHWEST FROM THE SHORE LINE OF LAGUNA MADRE,
 AB1435'196 FEET NORTH-NORTHWEST FROM THE EDGE OF A MUD FLAT AND
 AB1435'36 FEET SOUTH-SOUTHWEST FROM THE EDGE OF A BRUSH LINE.
 AB1435'MARK IS LEVEL WITH STATION.
 AB1435'
 AB1435'AZIMUTH MARK NUMBER 1 IS A STANDARD U.S.C.G.S. DISK
 AB1435'STAMPED---PORTALIS 3 1939---,
 AB1435'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AB1435'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 AB1435'168 FEET NORTH-NORTHWEST FROM A LITTLE GREEN BUSH,
 AB1435'90.6 FEET SOUTH-SOUTHWEST FROM A LITTLE GREEN BUSH,
 AB1435'42 FEET WEST FROM THE CENTER OF THE TRACK ROAD AND
 AB1435'3 FEET NORTH FROM A 4 X 4 INCH WOOD POST, WHICH STICKS OUT OF THE
 AB1435'GROUND ABOUT A FOOT.
 AB1435'
 AB1435'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF THE TERRAIN AND
 AB1435'THE AMOUNT OF BRUSH WHICH WOULD HAVE TO BE CUT IN ORDER TO
 AB1435'MEASURE.
 AB1435'
 AB1435'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2203 ***********************************************************************
 BL2203  DESIGNATION -  PORTER
 BL2203  PID         -  BL2203
 BL2203  STATE/COUNTY-  TX/MONTGOMERY
 BL2203  USGS QUAD   -  OUTLAW POND (1979)
 BL2203
 BL2203                         *CURRENT SURVEY CONTROL
 BL2203  ___________________________________________________________________
 BL2203* NAD 83(1993)-  30 07 54.53798(N)    095 17 07.02948(W)     ADJUSTED  
 BL2203* NAVD 88     -        34.23   (+/-2cm)     112.3    (feet)  VERTCON   
 BL2203  ___________________________________________________________________
 BL2203  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BL2203  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BL2203
 BL2203  HORZ ORDER  -  FIRST
 BL2203  VERT ORDER  -  THIRD ? (See Below)
 BL2203
 BL2203.The horizontal coordinates were established by classical geodetic methods
 BL2203.and adjusted by the National Geodetic Survey in February 1996..
 BL2203
 BL2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2203.The vertical order pertains to the NGVD 29 superseded value.
 BL2203
 BL2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2203
 BL2203.The geoid height was determined by GEOID03.
 BL2203
 BL2203;                    North         East     Units Scale Factor Converg.
 BL2203;SPC TX C     - 3,062,600.473 1,186,253.444   MT  0.99999599   +2 36 00.1
 BL2203;SPC TX C     -10,047,881.72  3,891,899.84   sFT  0.99999599   +2 36 00.1
 BL2203;SPC TXSC     - 4,260,424.483   957,869.718   MT  0.99995974   +1 49 11.6
 BL2203;SPC TXSC     -13,977,742.66  3,142,610.90   sFT  0.99995974   +1 49 11.6
 BL2203;UTM  15      - 3,335,596.461   279,852.165   MT  1.00019797   -1 08 51.6
 BL2203
 BL2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2203!SPC TX C     -   0.99999896  x   0.99999599  =   0.99999495
 BL2203!SPC TXSC     -   0.99999896  x   0.99995974  =   0.99995870
 BL2203!UTM  15      -   0.99999896  x   1.00019797  =   1.00019693
 BL2203
 BL2203|---------------------------------------------------------------------|
 BL2203| PID    Reference Object                     Distance      Geod. Az  |
 BL2203|                                                           dddmmss.s |
 BL2203| CV9075 PORTER RM 1                          34.369 METERS 05314     |
 BL2203| BL2196 PORTER TRUCKLINE GAS CO MAST        APPROX. 6.5 KM 1292737.1 |
 BL2203| CV9074 PORTER AZ MK                                       1374242.9 |
 BL2203| CV9076 PORTER RM 2                          28.407 METERS 13911     |
 BL2203|---------------------------------------------------------------------|
 BL2203
 BL2203                          SUPERSEDED SURVEY CONTROL
 BL2203
 BL2203  NAD 83(1986)-  30 07 54.55265(N)    095 17 07.01228(W) AD(       ) 1
 BL2203  NAD 27      -  30 07 53.77238(N)    095 17 06.24960(W) AD(       ) 1
 BL2203  NGVD 29 (07/19/86)   34.23   (m)          112.3    (f) LEVELING    3  
 BL2203
 BL2203.Superseded values are not recommended for survey control.
 BL2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2203.See file dsdata.txt to determine how the superseded data were derived.
 BL2203
 BL2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7985235596(NAD 83)
 BL2203_MARKER: DS = TRIANGULATION STATION DISK
 BL2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2203
 BL2203  HISTORY     - Date     Condition        Report By
 BL2203  HISTORY     - 1942     MONUMENTED       CGS
 BL2203  HISTORY     - 1952     GOOD             CGS
 BL2203  HISTORY     - 1970     GOOD             TSI
 BL2203  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 BL2203
 BL2203                          STATION DESCRIPTION
 BL2203
 BL2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2203'STATION IS LOCATED ABOUT 4.6 MILES NW OF THE PORTER RAILROAD
 BL2203'DEPOT, ON THE SW SIDE OF THE PORTER-SUNOCO CAMP ROAD AND
 BL2203'ON LAND OWNED BY D.A. WICKIZER.  IT IS 60 FEET SW OF THE
 BL2203'CENTER LINE OF THE ROAD, 18 FEET SE OF A TRIANGULAR-BLAZED
 BL2203'PINE TREE, AND 6.4 FEET S OF A WHITE REFERENCE POST.  IT IS
 BL2203'STAMPED PORTER 1942 AND PROJECTS ABOUT 6 INCHES.
 BL2203'
 BL2203'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2203'BRONZE DISKS SET IN CONCRETE.
 BL2203'
 BL2203'REFERENCE MARK NO. 1 IS E OF THE STATION, 54 FEET NE OF THE
 BL2203'CENTER LINE OF THE ROAD, AND 30 FEET S OF AN 8-INCH PINE
 BL2203'TREE.  IT IS STAMPED PORTER NO. 1 1942 AND PROJECTS ABOUT
 BL2203'6 INCHES.
 BL2203'
 BL2203'REFERENCE MARK NO. 2 IS S OF THE STATION, 55 FEET SW OF
 BL2203'THE CENTER LINE OF THE ROAD, STAMPED PORTER NO. 2 1942, AND
 BL2203'PROJECTS ABOUT 6 INCHES.
 BL2203'
 BL2203'THE AZIMUTH MARK IS SE OF THE STATION, 55 FEET NE OF THE
 BL2203'CENTER LINE OF THE PAVED ROAD, AND 4.7 FEET N OF A WHITE
 BL2203'REFERENCE POST.  IT IS STAMPED PORTER 1942 AND PROJECTS ABOUT
 BL2203'6 INCHES.
 BL2203'
 BL2203'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PORTER GO
 BL2203'NW ON THE PORTER-SUNOCO CAMP ROAD FOR 4.3 MILES TO THE AZIMUTH
 BL2203'MARK ON THE RIGHT, CONTINUE 0.3 MILE TO THE STATION ON THE
 BL2203'LEFT.
 BL2203'
 BL2203'A 90-FOOT SIGNAL AT BOY IS VISIBLE AT 100 FEET.
 BL2203'
 BL2203'A 90-FOOT SIGNAL AT GRIFFITH IS VISIBLE AT 90 FEET.
 BL2203'
 BL2203'A 90-FOOT SIGNAL AT HAFER IS VISIBLE AT 123 FEET.
 BL2203'
 BL2203'A 77-FOOT SIGNAL AT SPRING IS VISIBLE AT 100 FEET.
 BL2203'
 BL2203'A 100-FOOT SIGNAL AT ASHE IS VISIBLE AT 123 FEET.
 BL2203'
 BL2203'A 90-FOOT SIGNAL AT SUN IS VISIBLE AT 90 FEET.
 BL2203'
 BL2203'A 90-FOOT SIGNAL AT HORCO IS VISIBLE AT 123 FEET.
 BL2203'
 BL2203'A 100-FOOT SIGNAL AT DORA IS VISIBLE AT 100 FEET.
 BL2203'
 BL2203'A 90-FOOT SIGNAL AT KEEFER IS VISIBLE AT 90 FEET.
 BL2203
 BL2203                          STATION RECOVERY (1952)
 BL2203
 BL2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2203'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 BL2203'2 AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 BL2203'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 BL2203'
 BL2203'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF PORTERS.
 BL2203'IT IS IN THE EAST EDGE OF A WOODED AREA, 60 FEET SOUTHWEST
 BL2203'OF THE CENTER OF A PAVED ROAD, 9 FEET WEST OF A FENCE LINE
 BL2203'AND 4.5 FEET EAST OF A WITNESS POST.  IT IS ON LAND OWNED BY
 BL2203'THE CHAMPION PAPER CO. OF HUNTSVILLE, TEXAS.  IT IS STAMPED
 BL2203'PORTER 1942 AND PROJECTS 6 INCHES.
 BL2203'
 BL2203'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF A WOODED AREA,
 BL2203'54 FEET NORTHEAST OF THE CENTER OF A PAVED ROAD AND 3 FEET
 BL2203'NORTHEAST OF A FENCE LINE.  IT IS STAMPED PORTER NO 1 1942
 BL2203'AND PROJECTS 6 INCHES.
 BL2203'
 BL2203'REFERENCE MARK NO. 2 IS IN THE EAST EDGE OF A WOODED AREA,
 BL2203'55 FEET SOUTHWEST OF THE CENTER OF A PAVED ROAD AND 6 FEET
 BL2203'SOUTHWEST OF A FENCE LINE.  IT IS STAMPED PORTER NO 2 1942
 BL2203'AND PROJECTS 4 INCHES.
 BL2203'
 BL2203'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL2203'NO. 2 IS 141.0 FEET.
 BL2203'
 BL2203'THE AZIMUTH MARK IS LOCATED IN A FENCE LINE, 55 FEET NORTHEAST
 BL2203'OF THE CENTER OF A PAVED ROAD AND 1 FOOT NORTH-NORTHWEST
 BL2203'OF A WITNESS POST.  IT IS STAMPED PORTER 1942 AND PROJECTS
 BL2203'3 INCHES.
 BL2203'
 BL2203'TO REACH THE STATION FROM THE POST OFFICE IN PORTERS, GO
 BL2203'SOUTH ON U.S. HIGHWAY 59 FOR 0.05 MILE TO A T ROAD RIGHT.
 BL2203'TURN RIGHT AND GO WEST AND NORTHWEST ON A PAVED ROAD FOR 3.7
 BL2203'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 BL2203'NORTHWEST FOR 0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BL2203
 BL2203                          STATION RECOVERY (1970)
 BL2203
 BL2203'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1970 (CB)
 BL2203'PORTER 1942-GOOD
 BL2203'
 BL2203'PORTER NO 1 1942-GOOD
 BL2203'
 BL2203'AZ MK AND OTHER R.M. NOT SEARCHED FOR.
 BL2203
 BL2203                          STATION RECOVERY (1985)
 BL2203
 BL2203'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (JDR)
 BL2203'NONE OF THE MARKS WERE FOUND.  THE TOO REACH IS NOT ANY GOOD NOW WITH
 BL2203'NEW HIGHWAY 59 BUILT.  DESCRIPTION AND TO REACH TOO VAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2621 ***********************************************************************
 BY2621  DESIGNATION -  PORTER HILL
 BY2621  PID         -  BY2621
 BY2621  STATE/COUNTY-  TX/PANOLA
 BY2621  USGS QUAD   -  TENAHA WEST (1984)
 BY2621
 BY2621                         *CURRENT SURVEY CONTROL
 BY2621  ___________________________________________________________________
 BY2621* NAD 83(1993)-  31 58 44.82466(N)    094 19 43.48436(W)     ADJUSTED  
 BY2621* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 BY2621  ___________________________________________________________________
 BY2621  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 BY2621  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BY2621
 BY2621  HORZ ORDER  -  SECOND
 BY2621
 BY2621.The horizontal coordinates were established by classical geodetic methods
 BY2621.and adjusted by the National Geodetic Survey in February 1996..
 BY2621
 BY2621.The orthometric height was scaled from a topographic map.
 BY2621
 BY2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2621
 BY2621.The geoid height was determined by GEOID03.
 BY2621
 BY2621;                    North         East     Units Scale Factor Converg.
 BY2621;SPC TXNC     - 2,042,475.522   994,158.892   MT  1.00004628   +2 16 29.9
 BY2621;SPC TXNC     - 6,701,021.78  3,261,669.63   sFT  1.00004628   +2 16 29.9
 BY2621;UTM  15      - 3,538,892.122   374,459.455   MT  0.99979437   -0 42 13.7
 BY2621
 BY2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2621!SPC TXNC     -   0.99998106  x   1.00004628  =   1.00002734
 BY2621!UTM  15      -   0.99998106  x   0.99979437  =   0.99977543
 BY2621
 BY2621|---------------------------------------------------------------------|
 BY2621| PID    Reference Object                     Distance      Geod. Az  |
 BY2621|                                                           dddmmss.s |
 BY2621| CV9078 PORTER HILL RM 1                     30.532 METERS 03937     |
 BY2621| CV9079 PORTER HILL RM 2                     22.945 METERS 11444     |
 BY2621| CV9077 PORTER HILL AZ MK                                  1632044.6 |
 BY2621|---------------------------------------------------------------------|
 BY2621
 BY2621                          SUPERSEDED SURVEY CONTROL
 BY2621
 BY2621  NAD 83(1986)-  31 58 44.83427(N)    094 19 43.47546(W) AD(       ) 2
 BY2621  NAD 27      -  31 58 44.23160(N)    094 19 42.75600(W) AD(       ) 2
 BY2621
 BY2621.Superseded values are not recommended for survey control.
 BY2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2621.See file dsdata.txt to determine how the superseded data were derived.
 BY2621
 BY2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR7445938892(NAD 83)
 BY2621_MARKER: DS = TRIANGULATION STATION DISK
 BY2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2621
 BY2621  HISTORY     - Date     Condition        Report By
 BY2621  HISTORY     - 1958     MONUMENTED       CGS
 BY2621
 BY2621                          STATION DESCRIPTION
 BY2621
 BY2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2621'THE STATION IS LOCATED ON THE TOP OF AN EAST-WEST RIDGE IN
 BY2621'A WOODED AREA ABOUT 5 MILES NORTHWEST OF TENAHA AND ABOUT
 BY2621'7 MILES NORTHEAST OF TIMPSON.  IT IS ABOUT 38 FEET WEST
 BY2621'OF THE CENTER OF THE DIRT ROAD, 23 FEET SOUTH OF THE CENTER
 BY2621'OF A TRACK ROAD AND 5 FEET WEST OF WITNESS POST.  THE MARK
 BY2621'PROJECTS 2 INCHES AND IS STAMPED PORTER HILL 1958.
 BY2621'
 BY2621'REFERENCE MARK NO. 1 IS ABOUT 30 FEET EAST OF THE CENTER OF
 BY2621'THE ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS
 BY2621'4 INCHES AND IS STAMPED PORTER HILL NO. 1 1958.
 BY2621'
 BY2621'REFERENCE MARK NO. 2 IS ABOUT 30 FEET EAST OF THE CENTER OF
 BY2621'THE ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS
 BY2621'4 INCHES AND IS STAMPED PORTER HILL NO. 2 1958.
 BY2621'
 BY2621'THE AZIMUTH MARK IS NEAR A BEND IN THE ROAD AND ABOUT 30
 BY2621'FEET NORTHWEST OF TWO 16-INCH TREES, 21 FEET NORTHEAST OF
 BY2621'THE CENTER OF THE ROAD, 1 FOOT NORTHEAST OF FENCE LINE AND
 BY2621'1 FOOT NORTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 BY2621'AND IS STAMPED PORTER HILL 1958.
 BY2621'
 BY2621'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59,
 BY2621'84, AND 96 IN TENAHA GO WEST ON HIGHWAY 59 AND 84 FOR 0.05
 BY2621'MILE TO THE JUNCTION WITH TEXAS FARM ROAD 947.  TURN RIGHT
 BY2621'ON FARM ROAD 947 AND GO NORTH AND WEST FOR 5.0 MILES TO A
 BY2621'SCHOOL HOUSE AND CEMETERY ON THE RIGHT, CONTINUE WEST ON
 BY2621'THE HIGHWAY FOR 0.1 MILE TO DIRT ROAD RIGHT, TURN RIGHT ON
 BY2621'THE DIRT ROAD AND GO 0.4 MILE TO A FORK, TAKE RIGHT FORK
 BY2621'AND GO 0.7 MILE TO THE AZIMUTH ON THE RIGHT, THEN CONTINUE
 BY2621'ON FOR 0.7 MILE TO A TRACK ROAD ON THE LEFT AT THE TOP OF
 BY2621'THE HILL AND THE STATION.
 BY2621'
 BY2621'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2196 ***********************************************************************
 BL2196  DESIGNATION -  PORTER TRUCKLINE GAS CO MAST
 BL2196  PID         -  BL2196
 BL2196  STATE/COUNTY-  TX/MONTGOMERY
 BL2196  USGS QUAD   -  MOONSHINE HILL (1980)
 BL2196
 BL2196                         *CURRENT SURVEY CONTROL
 BL2196  ___________________________________________________________________
 BL2196* NAD 83(1993)-  30 05 41.16886(N)    095 14 00.75856(W)     ADJUSTED  
 BL2196* NAVD 88     -                                                        
 BL2196  ___________________________________________________________________
 BL2196  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BL2196  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL2196
 BL2196  HORZ ORDER  -  THIRD
 BL2196
 BL2196.The horizontal coordinates were established by classical geodetic methods
 BL2196.and adjusted by the National Geodetic Survey in February 1996..
 BL2196
 BL2196
 BL2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2196
 BL2196.The geoid height was determined by GEOID03.
 BL2196
 BL2196;                    North         East     Units Scale Factor Converg.
 BL2196;SPC TX C     - 3,058,725.296 1,191,422.222   MT  1.00000592   +2 37 36.1
 BL2196;SPC TX C     -10,035,167.91  3,908,857.74   sFT  1.00000592   +2 37 36.1
 BL2196;SPC TXSC     - 4,256,479.410   962,984.975   MT  0.99995097   +1 50 42.8
 BL2196;SPC TXSC     -13,964,799.53  3,159,393.21   sFT  0.99995097   +1 50 42.8
 BL2196;UTM  15      - 3,331,390.978   284,757.521   MT  1.00017162   -1 07 13.4
 BL2196
 BL2196                          SUPERSEDED SURVEY CONTROL
 BL2196
 BL2196  NAD 83(1986)-  30 05 41.18367(N)    095 14 00.74088(W) AD(       ) 4
 BL2196  NAD 27      -  30 05 40.40458(N)    095 13 59.98478(W) AD(       ) 3
 BL2196
 BL2196.Superseded values are not recommended for survey control.
 BL2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2196.See file dsdata.txt to determine how the superseded data were derived.
 BL2196
 BL2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8475831391(NAD 83)
 BL2196_MARKER: 42 = RADIO/TV MAST
 BL2196
 BL2196  HISTORY     - Date     Condition        Report By
 BL2196  HISTORY     - 1951     FIRST OBSERVED   CGS
 BL2196  HISTORY     - 1968     GOOD             CGS
 BL2196
 BL2196                          STATION DESCRIPTION
 BL2196
 BL2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2196'THE STATION IS LOCATED AT THE SOUTH EDGE OF PORTER.  IT IS 360.0
 BL2196'FEET WEST OF THE CENTER OF U.S. HIGHWAY 59.  IT IS A SELF
 BL2196'SUPPORTING TUBULAR STEEL STRUCTURE WITH TWO LARGE DISK AND
 BL2196'A RED BLINKER LIGHT AT THE TOP.  THE OVERALL HEIGHT IS ABOUT
 BL2196'285.0 FEET.
 BL2196'
 BL2196'THE RED BLINKER LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
 BL2196
 BL2196                          STATION RECOVERY (1968)
 BL2196
 BL2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2196'NO DESCRIPTION OR RECOVERY NOTE AVAILABLE.
 BL2196'
 BL2196'THE STATION IS LOCATED ABOUT 0.3 MILE SOUTH OF PORTER AND ON
 BL2196'THE WEST SIDE OF U.S. HIGHWAY 59.  THE OWNER AND CALL LETTERS
 BL2196'WERE NOT VERIFIED.
 BL2196'
 BL2196'THE MAST IS A SINGLE COLUMN LACED STEEL STRUCTURE WHICH IS
 BL2196'SUPPORTED BY GUY CABLES.  IT IS PAINTED ALTERNATE RED AND WHITE
 BL2196'AND HAS AN APPROXIMATE HEIGHT OF 310 FEET.  IT HAS TWO DISH
 BL2196'ANTENNAE NEAR THE TOP.
 BL2196'
 BL2196'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 BL2196'
 BL2196'NOTE--THE PREVIOUS RECORDS CARRY THE NAME--PORTER TRUCKLINE
 BL2196'GAS CO RADIO MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0276 ***********************************************************************
 AH0276  DESIGNATION -  PORTLAND
 AH0276  PID         -  AH0276
 AH0276  STATE/COUNTY-  TX/SAN PATRICIO
 AH0276  USGS QUAD   -  GREGORY (1975)
 AH0276
 AH0276                         *CURRENT SURVEY CONTROL
 AH0276  ___________________________________________________________________
 AH0276* NAD 83(1993)-  27 53 03.53249(N)    097 20 08.34659(W)     ADJUSTED  
 AH0276* NAVD 88     -        11.892  (meters)      39.02   (feet)  ADJUSTED  
 AH0276  ___________________________________________________________________
 AH0276  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AH0276  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH0276  DYNAMIC HT  -          11.874 (meters)      38.96  (feet)  COMP
 AH0276  MODELED GRAV-     979,134.5   (mgal)                       NAVD 88
 AH0276
 AH0276  HORZ ORDER  -  FIRST
 AH0276  VERT ORDER  -  FIRST     CLASS II
 AH0276
 AH0276.The horizontal coordinates were established by classical geodetic methods
 AH0276.and adjusted by the National Geodetic Survey in February 1996..
 AH0276
 AH0276.The orthometric height was determined by differential leveling
 AH0276.and adjusted by the National Geodetic Survey in June 1991..
 AH0276
 AH0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0276
 AH0276.The geoid height was determined by GEOID03.
 AH0276
 AH0276.The dynamic height is computed by dividing the NAVD 88
 AH0276.geopotential number by the normal gravity value computed on the
 AH0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0276.degrees latitude (g = 980.6199 gals.).
 AH0276
 AH0276.The modeled gravity was interpolated from observed gravity values.
 AH0276
 AH0276;                    North         East     Units Scale Factor Converg.
 AH0276;SPC TX S     - 5,246,235.729   414,649.437   MT  1.00001330   +0 31 43.0
 AH0276;SPC TX S     -17,212,025.05  1,360,395.69   sFT  1.00001330   +0 31 43.0
 AH0276;SPC TXSC     - 4,006,816.994   763,906.957   MT  1.00018059   +0 48 55.4
 AH0276;SPC TXSC     -13,145,698.75  2,506,251.41   sFT  1.00018059   +0 48 55.4
 AH0276;UTM  14      - 3,085,500.479   663,830.397   MT  0.99993129   +0 46 42.8
 AH0276
 AH0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0276!SPC TX S     -   1.00000232  x   1.00001330  =   1.00001562
 AH0276!SPC TXSC     -   1.00000232  x   1.00018059  =   1.00018291
 AH0276!UTM  14      -   1.00000232  x   0.99993129  =   0.99993361
 AH0276
 AH0276:                Primary Azimuth Mark                     Grid Az
 AH0276:SPC TX S     -  PORTLAND RM 1                            002 30 41.3
 AH0276:SPC TXSC     -  PORTLAND RM 1                            002 13 28.9
 AH0276:UTM  14      -  PORTLAND RM 1                            002 15 41.5
 AH0276
 AH0276|---------------------------------------------------------------------|
 AH0276| PID    Reference Object                     Distance      Geod. Az  |
 AH0276|                                                           dddmmss.s |
 AH0276| CV2823 PORTLAND RM 1                                      0030224.3 |
 AH0276| CV2822 PORTLAND RM                                        01032     |
 AH0276| AH0275 PORTLAND RM 2                        36.950 METERS 07957     |
 AH0276| AH1340 CORPUS CHRISTI NEW SEN HS STK       APPROX.15.7 KM 2020310.7 |
 AH0276| AH1355 CORPUS CHRISTI CEN L AND P STK      APPROX.11.7 KM 2093828.5 |
 AH0276| AH1363 CORPUS CHRISTI 12TH ST MUN TK       APPROX.13.6 KM 2100545.4 |
 AH0276| AH1370 CORPUS CHRI PLAZA HOTEL ELEV        APPROX.11.4 KM 2114045.6 |
 AH0276| AH1375 CORPUS CHRISTI EPIS CH SPIRE        APPROX.11.4 KM 2114415.5 |
 AH0276| AH1346 CORPUS CHRISTI CHAN LIGHT 85        APPROX. 9.8 KM 2120518.6 |
 AH0276| AH1376 CORPUS CHRISTI COLORED CH SP        APPROX.11.2 KM 2121743.3 |
 AH0276| AH1379 CORPUS CHRISTI CATH CH SPIRE        APPROX.11.4 KM 2121753.9 |
 AH0276| AH1364 CORPUS CHRISTI S RANKIN ST TK       APPROX.12.0 KM 2144135.0 |
 AH0276| AH1377 CORPUS CHRI ARANSAS COMP CO TK      APPROX.10.2 KM 2162039.1 |
 AH0276| AH1357 CORPUS CHRISTI PORT TANK            APPROX.10.1 KM 2163856.1 |
 AH0276| AH1362 CORPUS CHRISTI PORT COMP CO TK      APPROX.13.3 KM 2172338.0 |
 AH0276| AH1369 CORPUS CHRISTI AMER SMELT STK       APPROX.15.0 KM 2384608.4 |
 AH0276| AH1561 CLARKWOOD MUNICIPAL TANK            APPROX.22.6 KM 2404216.4 |
 AH0276| AN2149 SINTON MUNICIPAL TANK               APPROX.24.6 KM 3153124.8 |
 AH0276| AH1382 TAFT CENTRAL PWR AND LT CO TK       APPROX.12.6 KM 3303909.2 |
 AH0276| AH1321 PORTLAND 2                          APPROX. 0.6 KM 3570942.3 |
 AH0276|---------------------------------------------------------------------|
 AH0276
 AH0276                          SUPERSEDED SURVEY CONTROL
 AH0276
 AH0276  NAD 83(1986)-  27 53 03.53725(N)    097 20 08.32334(W) AD(       ) 1
 AH0276  NAD 27      -  27 53 02.45500(N)    097 20 07.35300(W) AD(       ) 1
 AH0276  NGVD 29 (??/??/92)   12.082  (m)           39.64   (f) ADJ UNCH    1 2
 AH0276
 AH0276.Superseded values are not recommended for survey control.
 AH0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0276.See file dsdata.txt to determine how the superseded data were derived.
 AH0276
 AH0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6383085500(NAD 83)
 AH0276_MARKER: DS = TRIANGULATION STATION DISK
 AH0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0276_STAMPING: PORTLAND 1905 1931 33
 AH0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0276+STABILITY: SURFACE MOTION
 AH0276
 AH0276  HISTORY     - Date     Condition        Report By
 AH0276  HISTORY     - 1931     MONUMENTED       CGS
 AH0276  HISTORY     - 1931     GOOD             CGS
 AH0276  HISTORY     - 1933     GOOD             CGS
 AH0276  HISTORY     - 1937     GOOD             TXHD
 AH0276  HISTORY     - 1942     GOOD             CGS
 AH0276  HISTORY     - 1949     GOOD             CGS
 AH0276  HISTORY     - 1959     GOOD             NGS
 AH0276  HISTORY     - 1964     GOOD             CGS
 AH0276  HISTORY     - 1973     GOOD             NGS
 AH0276  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0276
 AH0276                          STATION DESCRIPTION
 AH0276
 AH0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AH0276'ABOUT 7 MILES N BY E OF CORPUS CHRISTI, ABOUT 1 MILE NW OF
 AH0276'PORTLAND, IN A CULTIVATED FIELD BELONGING TO ROBERT ARNOLD
 AH0276'WHO LIVED IN PORTLAND.  STATION IS 100 PACES ENE OF EDGE OF
 AH0276'BLUFF ABOVE NUECES BAY, 7.11 METERS (23.3 FEET) W OF FENCE
 AH0276'ON W SIDE OF PORTLAND-KALETA WAGON ROAD, AND 163.5 FEET SE
 AH0276'FROM THE SW CORNER OF A SMALL BLUE HOUSE OWNED BY MR. ARNOLD
 AH0276'AND OCCUPIED BY A MEXICAN TENANT.
 AH0276'
 AH0276'STATION WAS ORIGINALLY MARKED UNDERGROUND AND AT SURFACE BY
 AH0276'NAILS IN TERRA-COTTA PIPES FILLED WITH AND SET IN CONCRETE.
 AH0276'IN 1931 A NEW SURFACE MARK WAS SET CONSISTING OF A BRONZE STATION
 AH0276'DISK IN CONCRETE.
 AH0276'
 AH0276'THE 1905 REFERENCE MARK IS A NAIL IN A 4-INCH TERRA-COTTA
 AH0276'PIPE FILLED WITH AND SET IN CONCRETE.  ITS TOP IS FLUSH WITH
 AH0276'THE GROUND.  IT IS JUST INSIDE THE FENCE CORNER WHERE THE
 AH0276'FENCE BETWEEN HOUSE LOT AND CULTIVATED FIELD JOINS THE ROAD
 AH0276'FENCE, AND 39.97 METERS (131.1 FEET) FROM THE STATION
 AH0276'N 10 DEG 32 MIN E.
 AH0276'
 AH0276'IN 1931 TWO ADDITIONAL REFERENCE MARKS WERE SET.  THEY ARE
 AH0276'BRONZE REFERENCE DISKS SET IN CONCRETE.  ABOUT 1 MILE FROM
 AH0276'PORTLAND THE ROAD MAKES A SHARP BEND TO THE W FOR 100
 AH0276'YARDS, THEN TURNS SHARPLY TO THE RIGHT FOR ABOUT 1/4 MILE.
 AH0276'REFERENCE MARK 1 IS AT ABOUT THE CENTER OF THE SECOND BEND,
 AH0276'32 FEET NE OF CENTER LINE OF THE ROAD, 107 PACES N OF A HOUSE
 AH0276'NEAR THE BEND, AND 0.2 MILE FROM STATION.
 AH0276'REFERENCE MARK 2 IS 20 FEET N OF CENTER LINE
 AH0276'OF ROAD, JUST S OF AND ABOUT 50 FEET E OF FIRST BEND
 AH0276'MENTIONED ABOVE, ON EDGE OF FIELD NEAR ROAD DITCH, AND 121.14
 AH0276'FEET FROM STATION.
 AH0276'
 AH0276'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION--
 AH0276'FARMHOUSE, E GABLE (1/4 MILE DISTANT), N 52 DEG 17 MIN W.
 AH0276'ARNOLDS TENANT HOUSE, SW CORNER (49.83 METERS, 163.5 FEET),
 AH0276'N 22 DEG 24 MIN W.  PORTLAND, SAN ANTONIO AND ARANSAS PASS RAILWAY
 AH0276'STATION, CHIMNEY, S 60 DEG 20 MIN E. BAY VIEW COLLEGE,
 AH0276'RECITATION HALL, BELFRY (1-1/4 MILES DISTANT), S 38 DEG 44 MIN E.
 AH0276'BAY VIEW COLLEGE, DORMITORY CHIMNEY, S 37 DEG 55 MIN E.
 AH0276
 AH0276                          STATION RECOVERY (1933)
 AH0276
 AH0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH0276'STATION IS LOCATED AT AN ANGLE IN THE COUNTY ROAD FROM PORTLAND
 AH0276'TO THE WEST PORTLAND SCHOOL WHERE THE ROAD TURNS FROM W TO N,
 AH0276'ALONG THE EXTENSION OF THE CENTER LINE OF E-W SECTION OF THE
 AH0276'ROAD, AND 32 FEET W OF THE CENTER LINE OF N-S SECTION OF THE
 AH0276'ROAD.
 AH0276
 AH0276                          STATION RECOVERY (1937)
 AH0276
 AH0276'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AH0276'STATION MARK RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AH0276'REFERENCE MARK OF 1905 HAS UNDOUBTEDLY BEEN DESTROYED BY
 AH0276'CONSTRUCTION.
 AH0276'
 AH0276'REFERENCE MARK 1 (1931) IS APPARENTLY UNDISTURBED BUT IS
 AH0276'LOCATED ABOUT 18 FEET NE OF THE CENTER LINE OF THE PRESENT
 AH0276'ROAD WHICH IS ABOUT HALFWAY BETWEEN THE CROWN LINE AND THE
 AH0276'BOTTOM OF THE DITCH.  IT NOW PROJECTS ABOUT 7 INCHES.
 AH0276'
 AH0276'REFERENCE MARK 2 (1931) IS APPARENTLY IN GOOD CONDITION BUT
 AH0276'HAS BEEN CONSIDERABLY CHIPPED BY PLOWS.
 AH0276'
 AH0276'THE DESCRIPTION OF 1931 IS GOOD EXCEPT THAT THE HOUSE AND
 AH0276'THE FENCES MENTIONED ARE NO LONGER ON THE GROUND.  THE ALIGNMENT
 AH0276'OF THE ROAD MENTIONED HAS BEEN CHANGED SLIGHTLY, THE CURVES
 AH0276'MADE MUCH LONGER AND THE SECTION WIDER.  IT IS NOW UNDER
 AH0276'CONSTRUCTION BUT WILL HAVE A SHELL SURFACE WHEN COMPLETED.
 AH0276
 AH0276                          STATION RECOVERY (1942)
 AH0276
 AH0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AH0276'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AH0276'
 AH0276'STATION IS STAMPED PORTLAND 1905 1931.  IT IS
 AH0276'AT THE E EDGE OF CULTIVATED FIELD, AT THE NW END OF A CURVE
 AH0276'IN ROAD AND ABOUT 0.15 MILE S OF A HOUSE ON THE E SIDE OF THE
 AH0276'ROAD.  IT IS ABOUT 1.0 MILE NW OF PORTLAND, ABOUT 7.0 MILES
 AH0276'NE OF THE PLAZA HOTEL IN CORPUS CHRISTI AND ALONG OILED
 AH0276'COUNTY ROAD.  IT IS ABOUT 300.0 FEET NORTHEASTERLY FROM
 AH0276'EDGE OF BLUFF, 47.0 FEET W OF AND ABOUT THE SAME ELEVATION
 AH0276'AS THE CENTER LINE OF THE ROAD AND 5.0 FEET W OF A 4- BY
 AH0276'4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS ABOUT 0.3
 AH0276'FOOT.
 AH0276'
 AH0276'NOTE.--FARM IMPLEMENTS HAVE MARRED THE DISK.
 AH0276'
 AH0276'REFERENCE MARK NO. 1 WAS FOUND DESTROYED.  THE TOP OF THE
 AH0276'MONUMENT WAS BROKEN OFF.
 AH0276'
 AH0276'REFERENCE MARK NO. 2 IS STAMPED PORTLAND NO. 2
 AH0276'1905 1931.  IT IS 121.2 FEET EASTERLY FROM THE STATION, IN
 AH0276'CULTIVATED FIELD AND ABOUT 74.0 FEET E OF AND ABOUT THE SAME
 AH0276'ELEVATION AS THE CENTER LINE OF THE ROAD AT THE NW END OF
 AH0276'CURVE.  THE MONUMENT PROJECTS 0.3 FOOT.
 AH0276'
 AH0276'NOTE.--THIS MARK MAYBE DESTROYED SHORTLY AS HEAVY FARM IMPLEMENTS
 AH0276'ARE USED TO CULTIVATE THE GROUND.
 AH0276'
 AH0276'STATION IS REACHED FROM THE POST OFFICE AT PORTLAND--PROCEED
 AH0276'NORTHWESTERLY ALONG OILED ROAD TOWARDS WHITE POINT 1.0 MILE
 AH0276'TO THE SITE OF THE STATION.
 AH0276
 AH0276                          STATION RECOVERY (1949)
 AH0276
 AH0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH0276'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  R.M.
 AH0276'1 WAS NOT RECOVERED.
 AH0276'
 AH0276'THE ORIGINAL DESCRIPTION IS COMPLETE AND ADEQUATE.
 AH0276
 AH0276                          STATION RECOVERY (1959)
 AH0276
 AH0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0276'1.35 MI NW FROM PORTLAND.
 AH0276'ABOUT 0.25 MILE NORTH ALONG HOUSTON STREET FROM THE POSTOFFICE AT
 AH0276'PORTLAND, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG U. S. HIGHWAY 181,
 AH0276'THENCE ABOUT 0.9 MILE NORTHWEST ALONG FARM ROAD 893, AT THE NORTHWEST
 AH0276'END OF A CURVE IN THE ROAD, 47 FEET WEST OF THE CENTER LINE OF THE
 AH0276'ROAD, ABOUT 0.2 MILE SOUTH OF A FARMHOUSE, ABOUT MIDWAY BETWEEN 2
 AH0276'TELEPHONE POLES, 121 FEET WEST OF REFERENCE MARK 2 PORTLAND, ABOUT 2
 AH0276'FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AH0276'FLUSH WITH THE GROUND.
 AH0276
 AH0276                          STATION RECOVERY (1964)
 AH0276
 AH0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH0276'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 AH0276'CONDITION AS DESCRIBED BY E.H.S. IN 1942.  THE STATION IS
 AH0276'1.0 MILE NORTHWEST ALONG FARM ROAD 893 FROM THE FIRE STATION
 AH0276'IN PORTLAND, 46.8 FEET WEST OF THE CENTERLINE OF THE ROAD,
 AH0276'60.8 FEET SOUTHWEST OF A TELEPHONE POLE, 47.8 FEET NORTHWEST
 AH0276'OF A TELEPHONE POLE AND IS ABOUT FLUSH WITH THE GROUND IN A
 AH0276'CULTIVATED FIELD.  REFERENCE MARK 2 IS DIRECTLY ACROSS THE
 AH0276'ROAD FROM THE STATION AND 74.4 FEET EAST OF THE CENTER LINE
 AH0276'OF THE ROAD.
 AH0276
 AH0276                          STATION RECOVERY (1973)
 AH0276
 AH0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 AH0276'THE STATION SURFACE MARK WAS RECOVERED AND FOUND IN POOR
 AH0276'CONDITION, HAD BEEN HIT BY FARM MACHINERY AND APPEARED TO HAVE
 AH0276'BEEN MOVED.  REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AND
 AH0276'ITS BELIEVED THAT THE MARKS HAVE BEEN DESTROYED.
 AH0276'
 AH0276'THE STATION SURFACE MARK POINT WAS HELD, AND THE SUB-SURFACE
 AH0276'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 AH0276'OF ABOUT 3-INCHES WAS FOUND IN THE PLUMB OF THE 2 STATION
 AH0276'MARKS.  THE SUB-SURFACE STATION MARK POINT WAS HELD.
 AH0276'
 AH0276'THE STATION WILL BE DESTROYED IN THE NEAR FUTURE BY HOUSING
 AH0276'DEVELOPMENT.
 AH0276'
 AH0276'PORTLAND 2 WAS ESTABLISHED NORTH OF THE STATION AS SHOWN
 AH0276'ABOVE.
 AH0276'
 AH0276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PORTLAND
 AH0276'2 MILES NORTH
 AH0276
 AH0276                          STATION RECOVERY (1995)
 AH0276
 AH0276'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1321 ***********************************************************************
 AH1321  DESIGNATION -  PORTLAND 2
 AH1321  PID         -  AH1321
 AH1321  STATE/COUNTY-  TX/SAN PATRICIO
 AH1321  USGS QUAD   -  GREGORY (1975)
 AH1321
 AH1321                         *CURRENT SURVEY CONTROL
 AH1321  ___________________________________________________________________
 AH1321* NAD 83(1993)-  27 53 23.36300(N)    097 20 09.45311(W)     ADJUSTED  
 AH1321* NAVD 88     -        11.2    (meters)      37.     (feet)  GPS OBS   
 AH1321  ___________________________________________________________________
 AH1321  X           -    -720,337.567 (meters)                     COMP
 AH1321  Y           -  -5,595,249.862 (meters)                     COMP
 AH1321  Z           -   2,965,711.961 (meters)                     COMP
 AH1321  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH1321  ELLIP HEIGHT-         -15.67  (meters)          (06/17/02) GPS OBS
 AH1321  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH1321
 AH1321  HORZ ORDER  -  FIRST
 AH1321  ELLP ORDER  -  FIFTH     CLASS I
 AH1321
 AH1321.The horizontal coordinates were established by GPS observations
 AH1321.and adjusted by the National Geodetic Survey in February 1996..
 AH1321.No horizontal observational check was made to the station.
 AH1321
 AH1321.The orthometric height was determined by GPS observations and a
 AH1321.high-resolution geoid model.
 AH1321
 AH1321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1321
 AH1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1321
 AH1321.The ellipsoidal height was determined by GPS observations
 AH1321.and is referenced to NAD 83.
 AH1321
 AH1321.The geoid height was determined by GEOID03.
 AH1321
 AH1321;                    North         East     Units Scale Factor Converg.
 AH1321;SPC TX S     - 5,246,845.869   414,613.542   MT  1.00001479   +0 31 42.5
 AH1321;SPC TX S     -17,214,026.82  1,360,277.93   sFT  1.00001479   +0 31 42.5
 AH1321;UTM  14      - 3,086,110.405   663,791.843   MT  0.99993114   +0 46 42.8
 AH1321
 AH1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1321!SPC TX S     -   1.00000246  x   1.00001479  =   1.00001725
 AH1321!UTM  14      -   1.00000246  x   0.99993114  =   0.99993360
 AH1321
 AH1321|---------------------------------------------------------------------|
 AH1321| PID    Reference Object                     Distance      Geod. Az  |
 AH1321|                                                           dddmmss.s |
 AH1321| CV2824 PORTLAND 2 RM 3                      22.730 METERS 01443     |
 AH1321| CV2825 PORTLAND 2 RM 4                      16.044 METERS 06539     |
 AH1321| AH0276 PORTLAND                            APPROX. 0.6 KM 1770941.8 |
 AH1321| AH1340 CORPUS CHRISTI NEW SEN HS STK       APPROX.16.3 KM 2010848.6 |
 AH1321| AH1363 CORPUS CHRISTI 12TH ST MUN TK       APPROX.14.2 KM 2084503.6 |
 AH1321| AH1364 CORPUS CHRISTI S RANKIN ST TK       APPROX.12.5 KM 2125914.6 |
 AH1321| AH1369 CORPUS CHRISTI AMER SMELT STK       APPROX.15.3 KM 2364535.3 |
 AH1321|---------------------------------------------------------------------|
 AH1321
 AH1321                          SUPERSEDED SURVEY CONTROL
 AH1321
 AH1321  ELLIP H (02/16/96)  -15.54   (m)                       GP(       ) 5 1
 AH1321  NAD 83(1986)-  27 53 23.36696(N)    097 20 09.42944(W) AD(       ) 1
 AH1321  NAD 27      -  27 53 22.28542(N)    097 20 08.45890(W) AD(       ) 2
 AH1321  NGVD 29 (04/09/92)   11.2    (m)           37.     (f) GPS OBS        
 AH1321
 AH1321.Superseded values are not recommended for survey control.
 AH1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1321.See file dsdata.txt to determine how the superseded data were derived.
 AH1321
 AH1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6379286110(NAD 83)
 AH1321_MARKER: DD = SURVEY DISK
 AH1321_SETTING: 0 = UNSPECIFIED SETTING
 AH1321_SP_SET: METAL PIPE IN CONCRETE
 AH1321_STAMPING: PORTLAND 2 1973
 AH1321_MARK LOGO: NGS   
 AH1321_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1321+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AH1321
 AH1321  HISTORY     - Date     Condition        Report By
 AH1321  HISTORY     - 1973     MONUMENTED       NGS
 AH1321  HISTORY     - 1973     GOOD             NGS
 AH1321  HISTORY     - 1984     GOOD             USPSQD
 AH1321  HISTORY     - 1989     GOOD             USPSQD
 AH1321  HISTORY     - 19891212 GOOD             NOS
 AH1321  HISTORY     - 19910322 GOOD             TE
 AH1321  HISTORY     - 19950610 GOOD             USPSQD
 AH1321  HISTORY     - 20010410 GOOD             FRONT
 AH1321  HISTORY     - 20041026 GOOD             INDIV
 AH1321
 AH1321                          STATION DESCRIPTION
 AH1321
 AH1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 AH1321'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHEAST OF
 AH1321'CORPUS CHRISTI, 1-1/2 MILES NORTHWEST OF PORTLAND AND AT THE
 AH1321'PORTLAND, MUNICIPAL WATER TANK (NORTH 1 OF 2).
 AH1321'
 AH1321'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 181
 AH1321'AND FARM ROAD 893 IN PORTLAND, GO NORTHWESTERLY ON FARM ROAD
 AH1321'893 FOR 0.2 MILE TO THE PORTLAND CITY HALL BUILDING ON THE
 AH1321'RIGHT.  CONTINUE STRAIGHT AHEAD ON FARM ROAD 893 FOR 0.9 MILE
 AH1321'TO A TRACK ROAD ON THE RIGHT LEADING TO WATER TANK, AT
 AH1321'THIS POINT THE MAIN ROAD WILL BEGIN TO BEAR LEFT.  BEAR RIGHT
 AH1321'AND FOLLOW TRACK ROAD NORTHERLY FOR 0.15 MILE TO MUNICIPAL
 AH1321'WATER TANK AND STATION.
 AH1321'
 AH1321'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AH1321'CONCRETE POST, THAT IS FLUSH AND IS STAMPED PORTLAND 2 1973.
 AH1321'IT IS AT SOUTHEAST CORNER OF FENCE ENCLOSURE OF WATER TANK,
 AH1321'80 FEET WEST OF THE WEST END OF GATE, AT ENTRANCE TO WATER TANK,
 AH1321'73 FEET SOUTHWEST OF THE CENTER OF WATER TANK, 44 FEET
 AH1321'SOUTHEAST OF A TELEPHONE POLE AND 4 FEET SOUTH OF THE SOUTHEAST
 AH1321'CORNER OF FENCE.
 AH1321'
 AH1321'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE
 AH1321'AT THE SOUTHWEST CORNER OF THE NORTHWEST LEG CONCRETE
 AH1321'FOUNDATION.  IT IS SET FLUSH WITH THE TOP OF THE FOUNDATION
 AH1321'AND IS STAMPED PORTLAND 2 NO 3 1973.
 AH1321'
 AH1321'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A DRILL HOLE,
 AH1321'AT THE SOUTHWEST CORNER OF THE SOUTH LEG CONCRETE FOUNDATION.
 AH1321'IT IS SET FLUSH WITH THE TOP OF THE FOUNDATION AND IS STAMPED
 AH1321'PORTLAND 2 NO 4 1973.
 AH1321
 AH1321                          STATION RECOVERY (1973)
 AH1321
 AH1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AH1321'RECOVERED IN GOOD CONDITION.
 AH1321
 AH1321                          STATION RECOVERY (1984)
 AH1321
 AH1321'RECOVERY NOTE BY US POWER SQUADRON 1984 (JFS)
 AH1321'PORTLAND 2 1973 STATION IS IN VERY GOOD CONDITION AND IS EASILY FOUND
 AH1321'WITH DESCRIPTION.
 AH1321'
 AH1321'REFERENCE MARK NO. 4 AND NO. 5 ARE IN PLACE AND CAN BE SEEN FROM
 AH1321'PORTLAND 2.
 AH1321
 AH1321                          STATION RECOVERY (1989)
 AH1321
 AH1321'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AH1321'RECOVERED IN GOOD CONDITION.
 AH1321
 AH1321                          STATION RECOVERY (1989)
 AH1321
 AH1321'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1321'THE STATION WAS RECOVERED AS DESCRIBED. RECOVERED BY P B WALBOLT.
 AH1321
 AH1321                          STATION RECOVERY (1991)
 AH1321
 AH1321'RECOVERY NOTE BY THOMPSON ENGINEERING 1991
 AH1321'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHEAST OF
 AH1321'CORPUS CHRISTI, 1-1/2 MILES NORTHWEST OF PORTLAND AND AT THE
 AH1321'PORTLAND, MUNICIPAL WATER TANK (NORTH 1 OF 2).
 AH1321'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 181
 AH1321'AND FARM ROAD 893 IN PORTLAND, GO NORTHWESTERLY ON FARM ROAD
 AH1321'893 FOR 0.2 MILE TO THE PORTLAND CITY HALL BUILDING ON THE
 AH1321'RIGHT.  CONTINUE STRAIGHT AHEAD ON FARM ROAD 893 FOR 0.9 MILE
 AH1321'TO A TRACK ROAD ON THE RIGHT LEADING TO WATER TANK, AT
 AH1321'THIS POINT THE MAIN ROAD WILL BEGIN TO BEAR LEFT.  BEAR RIGHT
 AH1321'AND FOLLOW TRACK ROAD NORTHERLY FOR 0.15 MILE TO MUNICIPAL
 AH1321'WATER TANK AND STATION.
 AH1321'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AH1321'CONCRETE POST, THAT IS FLUSH AND IS STAMPED PORTLAND 2 1973.
 AH1321'IT IS AT SOUTHEAST CORNER OF FENCE ENCLOSURE OF WATER TANK,
 AH1321'80 FEET WEST OF THE WEST END OF GATE, AT ENTRANCE TO WATER TANK,
 AH1321'73 FEET SOUTHWEST OF THE CENTER OF WATER TANK, 44 FEET
 AH1321'SOUTHEAST OF A TELEPHONE POLE AND 4 FEET SOUTH OF THE SOUTHEAST
 AH1321'CORNER OF FENCE.
 AH1321
 AH1321                          STATION RECOVERY (1995)
 AH1321
 AH1321'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1321'RECOVERED IN GOOD CONDITION.
 AH1321
 AH1321                          STATION RECOVERY (2001)
 AH1321
 AH1321'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2001 (JLM)
 AH1321'RECOVERED IN GOOD CONDITION.
 AH1321
 AH1321                          STATION RECOVERY (2004)
 AH1321
 AH1321'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AH1321'THE 1973 DESCRIPTION AND THE 1991 RECOVERY NOTE, STATE THAT THE
 AH1321'STATION IS 4 FEET SOUTH OF THE SOUTHEAST CORNER OF THE WATER TOWER
 AH1321'FENCE. THE STATION IS ACTUALLY 4 FEET SOUTH OF THE SOUTHWEST CORNER OF
 AH1321'THE WATER TOWER FENCE. IT IS ALSO 3 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1653 ***********************************************************************
 AH1653  DESIGNATION -  PORTLAND CENTRAL MUN TANK
 AH1653  PID         -  AH1653
 AH1653  STATE/COUNTY-  TX/SAN PATRICIO
 AH1653  USGS QUAD   -  GREGORY (1975)
 AH1653
 AH1653                         *CURRENT SURVEY CONTROL
 AH1653  ___________________________________________________________________
 AH1653* NAD 83(1993)-  27 52 46.74083(N)    097 19 07.82414(W)     ADJUSTED  
 AH1653* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 AH1653  ___________________________________________________________________
 AH1653  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH1653  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AH1653
 AH1653  HORZ ORDER  -  THIRD
 AH1653
 AH1653.The horizontal coordinates were established by classical geodetic methods
 AH1653.and adjusted by the National Geodetic Survey in February 1996..
 AH1653
 AH1653.The orthometric height was scaled from a topographic map.
 AH1653
 AH1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1653
 AH1653.The geoid height was determined by GEOID03.
 AH1653
 AH1653;                    North         East     Units Scale Factor Converg.
 AH1653;SPC TX S     - 5,245,734.237   416,309.627   MT  1.00001205   +0 32 10.5
 AH1653;SPC TX S     -17,210,379.74  1,365,842.50   sFT  1.00001205   +0 32 10.5
 AH1653;UTM  14      - 3,085,006.274   665,492.630   MT  0.99993805   +0 47 10.7
 AH1653
 AH1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1653!SPC TX S     -   0.99999872  x   1.00001205  =   1.00001077
 AH1653!UTM  14      -   0.99999872  x   0.99993805  =   0.99993677
 AH1653
 AH1653                          SUPERSEDED SURVEY CONTROL
 AH1653
 AH1653  NAD 83(1986)-  27 52 46.74504(N)    097 19 07.80531(W) AD(       ) 4
 AH1653
 AH1653.Superseded values are not recommended for survey control.
 AH1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1653.See file dsdata.txt to determine how the superseded data were derived.
 AH1653
 AH1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6549385006(NAD 83)
 AH1653_MARKER: 51 = TANK
 AH1653_MARK LOGO: NGS   
 AH1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1653+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1653
 AH1653  HISTORY     - Date     Condition        Report By
 AH1653  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1653  HISTORY     - 1985     GOOD             NGS
 AH1653  HISTORY     - 19890215 GOOD             NOS
 AH1653  HISTORY     - 19891019 GOOD             NOS
 AH1653  HISTORY     - 19950610 GOOD             USPSQD
 AH1653
 AH1653                          STATION DESCRIPTION
 AH1653
 AH1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1653'THE STATION, PORTLAND CENTRAL MUNICIPAL WATER TANK IS LOCATED ON
 AH1653'THE EAST SIDE OF THE FREEWAY SECTION OF STATE HIGHWAY 181.
 AH1653'
 AH1653'NO TO REACH NEEDED FOR THIS STATION.
 AH1653'
 AH1653'THE LANDMARK IS THE VENT ATOP THE SPHERICAL SHAPED TANK, WITH FOUR
 AH1653'TUBULAR LEGS, PAINTED WHITE WITH EVERYTHING BELOW THE CATWALK
 AH1653'PAINTED DARK BLUE AND AN OVERALL HEIGHT OF ABOUT 35 METERS (115
 AH1653'FT). PORTLAND TEXAS IS PAINTED ON THE BOWL.
 AH1653'40 METERS (131 FT) SOUTH FROM THE CENTER OF GHENT STREET,
 AH1653'35 METERS (115 FT) EAST FROM THE CENTER OF WILDCAT DRIVE AND AT THE
 AH1653'CITY PUMP STATION AND STORAGE TANKS.
 AH1653'
 AH1653'DESCRIBED G. R. HEID.
 AH1653
 AH1653                          STATION RECOVERY (1985)
 AH1653
 AH1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1653'RECOVERED IN GOOD CONDITION.
 AH1653
 AH1653                          STATION RECOVERY (1989)
 AH1653
 AH1653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1653'THE STATION IS LOCATED ON THE E SIDE OF THE FREEWAY SECTION OF STATE
 AH1653'HWY 181.
 AH1653'NO TO REACH NEEDED FOR THIS STATION.
 AH1653'THE LANDMARK IS THE VENT ATOP THE SPHERICAL SHAPED TANK, WITH FOUR
 AH1653'TUBULAR LEGS, PAINTED WHITE WITH EVERYTHING BELOW THE CATWALK PAINTED
 AH1653'DARK BLUE AND AN OVERALL HEIGHT OF ABOUT 35 M (114.8 FT).  PORTLAND
 AH1653'TEXAS IS PAINTED ON THE BOWL.   TANK IS 40 M (131.2 FT) S FROM THE
 AH1653'CENTER OF GHENT STREET, 35 M (114.8 FT) E FROM THE CENTER OF WILDCAT
 AH1653'DRIVE AND AT THE CITY PUMP STATION AND STORAGE TANKS.
 AH1653
 AH1653                          STATION RECOVERY (1989)
 AH1653
 AH1653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1653'THE STATION WAS RECOVERED IN GOOD CONDITION AND ITS GEODETIC POSITION
 AH1653'WAS VERIFIED AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1653
 AH1653                          STATION RECOVERY (1995)
 AH1653
 AH1653'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1654 ***********************************************************************
 AH1654  DESIGNATION -  PORTLAND NE MUN TANK
 AH1654  PID         -  AH1654
 AH1654  STATE/COUNTY-  TX/SAN PATRICIO
 AH1654  USGS QUAD   -  GREGORY (1975)
 AH1654
 AH1654                         *CURRENT SURVEY CONTROL
 AH1654  ___________________________________________________________________
 AH1654* NAD 83(1993)-  27 53 46.57381(N)    097 18 24.10840(W)     ADJUSTED  
 AH1654* NAVD 88     -                                                        
 AH1654  ___________________________________________________________________
 AH1654  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH1654  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH1654
 AH1654  HORZ ORDER  -  THIRD
 AH1654
 AH1654.The horizontal coordinates were established by classical geodetic methods
 AH1654.and adjusted by the National Geodetic Survey in February 1996..
 AH1654
 AH1654
 AH1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1654
 AH1654.The geoid height was determined by GEOID03.
 AH1654
 AH1654;                    North         East     Units Scale Factor Converg.
 AH1654;SPC TX S     - 5,247,587.250   417,487.931   MT  1.00001654   +0 32 30.4
 AH1654;SPC TX S     -17,216,459.17  1,369,708.32   sFT  1.00001654   +0 32 30.4
 AH1654;UTM  14      - 3,086,864.280   666,662.739   MT  0.99994285   +0 47 32.8
 AH1654
 AH1654                          SUPERSEDED SURVEY CONTROL
 AH1654
 AH1654  NAD 83(1986)-  27 53 46.57999(N)    097 18 24.08858(W) AD(       ) 4
 AH1654
 AH1654.Superseded values are not recommended for survey control.
 AH1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1654.See file dsdata.txt to determine how the superseded data were derived.
 AH1654
 AH1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6666386864(NAD 83)
 AH1654_MARKER: 53 = ELEVATED TANK
 AH1654
 AH1654  HISTORY     - Date     Condition        Report By
 AH1654  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1654  HISTORY     - 19950610 GOOD             USPSQD
 AH1654
 AH1654                          STATION DESCRIPTION
 AH1654
 AH1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1654'THE STATION, PORTLAND NORTHEAST MUNICIPAL WATER TANK
 AH1654'IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHEAST OF PORTLAND AND AT THE
 AH1654'CITY LIMITS.
 AH1654'
 AH1654'NO TO REACH NEEDED FOR THIS STATION.
 AH1654'
 AH1654'THE LANDMARK IS THE VENT TOP CENTER ON THE ELLIPSOIDAL ROOFED TANK,
 AH1654'WITH 6 TUBULAR LEGS, PAINTED WHITE FROM THE CATWALK UP, DARK BLUE ON
 AH1654'LEGS AND RISER. THE OVERALL HEIGHT IS ABOUT 35 METERS (115 FT).
 AH1654'LOCATED
 AH1654'75 METERS (246 FT) SOUTHEAST FROM THE NORTHBOUND LANES OF HIGHWWAY
 AH1654'181,
 AH1654'60 METERS (197 FT) SOUTHWEST FROM THE EXTENDED CENTER OF BUDDY
 AH1654'GANEM ROAD AND IN A FIELD.
 AH1654'
 AH1654'DESCRIBED BY G. R. HEID.
 AH1654
 AH1654                          STATION RECOVERY (1995)
 AH1654
 AH1654'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1655 ***********************************************************************
 AH1655  DESIGNATION -  PORTLAND NW MUN TANK
 AH1655  PID         -  AH1655
 AH1655  STATE/COUNTY-  TX/SAN PATRICIO
 AH1655  USGS QUAD   -  GREGORY (1975)
 AH1655
 AH1655                         *CURRENT SURVEY CONTROL
 AH1655  ___________________________________________________________________
 AH1655* NAD 83(1993)-  27 53 23.92168(N)    097 20 08.89158(W)     ADJUSTED  
 AH1655* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 AH1655  ___________________________________________________________________
 AH1655  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH1655  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH1655
 AH1655  HORZ ORDER  -  THIRD
 AH1655
 AH1655.The horizontal coordinates were established by classical geodetic methods
 AH1655.and adjusted by the National Geodetic Survey in February 1996..
 AH1655
 AH1655.The orthometric height was scaled from a topographic map.
 AH1655
 AH1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1655
 AH1655.The geoid height was determined by GEOID03.
 AH1655
 AH1655;                    North         East     Units Scale Factor Converg.
 AH1655;SPC TX S     - 5,246,863.208   414,628.741   MT  1.00001483   +0 31 42.8
 AH1655;SPC TX S     -17,214,083.71  1,360,327.79   sFT  1.00001483   +0 31 42.8
 AH1655;UTM  14      - 3,086,127.809   663,806.965   MT  0.99993120   +0 46 43.1
 AH1655
 AH1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1655!SPC TX S     -   0.99999872  x   1.00001483  =   1.00001355
 AH1655!UTM  14      -   0.99999872  x   0.99993120  =   0.99992992
 AH1655
 AH1655                          SUPERSEDED SURVEY CONTROL
 AH1655
 AH1655  NAD 83(1986)-  27 53 23.92592(N)    097 20 08.87219(W) AD(       ) 4
 AH1655
 AH1655.Superseded values are not recommended for survey control.
 AH1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1655.See file dsdata.txt to determine how the superseded data were derived.
 AH1655
 AH1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6380786128(NAD 83)
 AH1655_MARKER: 53 = ELEVATED TANK
 AH1655_MARK LOGO: NGS   
 AH1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1655+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1655
 AH1655  HISTORY     - Date     Condition        Report By
 AH1655  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1655  HISTORY     - 1985     GOOD             NGS
 AH1655  HISTORY     - 1988     GOOD             NOS
 AH1655  HISTORY     - 19890215 GOOD             NOS
 AH1655  HISTORY     - 19891019 GOOD             NOS
 AH1655  HISTORY     - 19950610 GOOD             USPSQD
 AH1655
 AH1655                          STATION DESCRIPTION
 AH1655
 AH1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1655'THE STATION, PORTLAND NORTHWEST MUNICIPAL WATER TANK
 AH1655'IS LOCATED ABOUT 1.8 KM (1.1 MI) NORTHWEST OF THE TOWN CENTER AND
 AH1655'AT THE CITY LIMITS IN AN OPEN FIELD ON THE OUTSIDE OF THE HIGHWAY
 AH1655'CURVE.
 AH1655'
 AH1655'NO TO REACH NEEDED FOR THIS STATION.
 AH1655'
 AH1655'THE LANDMARK IS THE VENT TOP CENTER ON THE ELLIPSOIDAL ROOFED TANK,
 AH1655'WITH 6 TUBULAR LEGS. THE TANK IS PAINTED WHITE WITH EVERYTHING
 AH1655'BELOW THE CATWALK A DARK BLUE. THE OVERALL HEIGHT IS ABOUT 35
 AH1655'METERS (115 FT). PORLAND TEXAS IS PAINTED ON THE BOWL. LOCATED
 AH1655'75 METERS (246 FT) NORTHEAST FROM THE CENTER OF STATE HIGHWAY 893.
 AH1655'
 AH1655'DESCRIBED BY G. R. HEID.
 AH1655
 AH1655                          STATION RECOVERY (1985)
 AH1655
 AH1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1655'RECOVERED IN GOOD CONDITION.
 AH1655
 AH1655                          STATION RECOVERY (1988)
 AH1655
 AH1655'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1655'THE STATION WAS RECOVERED AT THIS DATE.
 AH1655'THE STATION WAS RECOVERED BY AMC PERSONNEL IN 1985.
 AH1655'
 AH1655'RECOVERED BY JGF.
 AH1655
 AH1655                          STATION RECOVERY (1989)
 AH1655
 AH1655'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1655'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) NW OF THE TOWN CENTER
 AH1655'AND AT THE CITY LIMITS IN AN OPEN FIELD ON THE OUTSIDE OF THE HIGHWAY
 AH1655'CURVE.
 AH1655'NO TO REACH NEEDED FOR THIS STATION.
 AH1655'THE LANDMARK IS THE VENT TOP CENTER ON THE ELLIPTICAL ROOFED TANK,
 AH1655'WITH 6 TUBULAR LEGS.  THE TANK IS PAINTED WHITE WITH EVERYTHING BELOW
 AH1655'THE CATWALK A DARK BLUE.  THE OVERALL HEIGHT IS ABOUT 35 M (114.8 FT).
 AH1655'PORTLAND TEXAS IS PAINTED ON THE BOWL.  LOCATED 75 M (246.1 FT) NE
 AH1655'FROM THE CENTER OF STATE HWY 893.
 AH1655
 AH1655                          STATION RECOVERY (1989)
 AH1655
 AH1655'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1655'RECOVERED AS DESCRIBED.  THE STATIONS GEODETIC POSITION WAS VERIFIED
 AH1655'AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1655
 AH1655                          STATION RECOVERY (1995)
 AH1655
 AH1655'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0275 ***********************************************************************
 AH0275  DESIGNATION -  PORTLAND RM 2
 AH0275  PID         -  AH0275
 AH0275  STATE/COUNTY-  TX/SAN PATRICIO
 AH0275  USGS QUAD   -  GREGORY (1975)
 AH0275
 AH0275                         *CURRENT SURVEY CONTROL
 AH0275  ___________________________________________________________________
 AH0275* NAD 83(1986)-  27 53 03.     (N)    097 20 07.     (W)     SCALED    
 AH0275* NAVD 88     -        11.790  (meters)      38.68   (feet)  ADJUSTED  
 AH0275  ___________________________________________________________________
 AH0275  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH0275  DYNAMIC HT  -          11.773 (meters)      38.63  (feet)  COMP
 AH0275  MODELED GRAV-     979,134.5   (mgal)                       NAVD 88
 AH0275
 AH0275  VERT ORDER  -  FIRST     CLASS II
 AH0275
 AH0275.The horizontal coordinates were scaled from a topographic map and have
 AH0275.an estimated accuracy of +/- 6 seconds.
 AH0275
 AH0275.The orthometric height was determined by differential leveling
 AH0275.and adjusted by the National Geodetic Survey in June 1991..
 AH0275
 AH0275.The geoid height was determined by GEOID03.
 AH0275
 AH0275.The dynamic height is computed by dividing the NAVD 88
 AH0275.geopotential number by the normal gravity value computed on the
 AH0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0275.degrees latitude (g = 980.6199 gals.).
 AH0275
 AH0275.The modeled gravity was interpolated from observed gravity values.
 AH0275
 AH0275;                    North         East    Units  Estimated Accuracy
 AH0275;SPC TX S     - 5,246,220.      414,690.      MT  (+/- 180 meters Scaled)
 AH0275
 AH0275                          SUPERSEDED SURVEY CONTROL
 AH0275
 AH0275  NGVD 29 (??/??/92)   11.98   (m)           39.3    (f) COMPUTED    1 2
 AH0275
 AH0275.Superseded values are not recommended for survey control.
 AH0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0275.See file dsdata.txt to determine how the superseded data were derived.
 AH0275
 AH0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR638854(NAD 83)
 AH0275_MARKER: DR = REFERENCE MARK DISK
 AH0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0275_STAMPING: PORTLAND NO 2 1905 1931 33
 AH0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0275+STABILITY: SURFACE MOTION
 AH0275
 AH0275  HISTORY     - Date     Condition        Report By
 AH0275  HISTORY     - 1931     MONUMENTED       CGS
 AH0275  HISTORY     - 1959     GOOD             NGS
 AH0275  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0275
 AH0275                          STATION DESCRIPTION
 AH0275
 AH0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0275'1.35 MI NW FROM PORTLAND.
 AH0275'ABOUT 0.25 MILE NORTH ALONG HOUSTON STREET FROM THE POSTOFFICE AT
 AH0275'PORTLAND, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG U. S. HIGHWAY 181,
 AH0275'THENCE ABOUT 0.9 MILE NORTHWEST ALONG FARM ROAD 893, AT THE NORTHWEST
 AH0275'END OF A CURVE IN THE ROAD, 74 FEET EAST OF THE CENTER LINE OF THE
 AH0275'ROAD, 121 FEET EAST OF TRIANGULATION STATION PORTLAND, 94 FEET NORTH
 AH0275'OF A POWER POLE, 67 FEET SOUTHEAST OF A POWER POLE, ABOUT 2 FEET BELOW
 AH0275'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 AH0275'INCHES.
 AH0275
 AH0275                          STATION RECOVERY (1995)
 AH0275
 AH0275'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2279 ***********************************************************************
 AN2279  DESIGNATION -  PORTO 2
 AN2279  PID         -  AN2279
 AN2279  STATE/COUNTY-  TX/CALHOUN
 AN2279  USGS QUAD   -  PORT O'CONNOR (1973)
 AN2279
 AN2279                         *CURRENT SURVEY CONTROL
 AN2279  ___________________________________________________________________
 AN2279* NAD 83(1993)-  28 25 47.30059(N)    096 28 40.17447(W)     ADJUSTED  
 AN2279* NAVD 88     -         3.02   (+/-2cm)       9.9    (feet)  VERTCON   
 AN2279  ___________________________________________________________________
 AN2279  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AN2279  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN2279
 AN2279  HORZ ORDER  -  SECOND
 AN2279  VERT ORDER  -  THIRD ? (See Below)
 AN2279
 AN2279.The horizontal coordinates were established by classical geodetic methods
 AN2279.and adjusted by the National Geodetic Survey in February 1996..
 AN2279
 AN2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2279.The vertical order pertains to the NGVD 29 superseded value.
 AN2279
 AN2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2279
 AN2279.The geoid height was determined by GEOID03.
 AN2279
 AN2279;                    North         East     Units Scale Factor Converg.
 AN2279;SPC TXSC     - 4,068,772.002   847,072.037   MT  0.99998699   +1 14 08.3
 AN2279;SPC TXSC     -13,348,962.81  2,779,102.17   sFT  0.99998699   +1 14 08.3
 AN2279;UTM  14      - 3,147,405.355   747,039.499   MT  1.00035325   +1 12 04.9
 AN2279
 AN2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2279!SPC TXSC     -   1.00000373  x   0.99998699  =   0.99999072
 AN2279!UTM  14      -   1.00000373  x   1.00035325  =   1.00035698
 AN2279
 AN2279|---------------------------------------------------------------------|
 AN2279| PID    Reference Object                     Distance      Geod. Az  |
 AN2279|                                                           dddmmss.s |
 AN2279| CV6674 PORTO 2 RM 4                         27.055 METERS 07735     |
 AN2279| AN0327 PORTO RESET                          34.537 METERS 16045     |
 AN2279| AN0328 PORTO RM 1                           58.876 METERS 18003     |
 AN2279| AN0325 J 592                               APPROX. 0.8 KM 2622059.8 |
 AN2279|---------------------------------------------------------------------|
 AN2279
 AN2279                          SUPERSEDED SURVEY CONTROL
 AN2279
 AN2279  NAD 83(1986)-  28 25 47.30626(N)    096 28 40.15707(W) AD(       ) 2
 AN2279  NAD 27      -  28 25 46.29238(N)    096 28 39.24632(W) AD(       ) 2
 AN2279  NGVD 29 (07/19/86)    3.13   (m)           10.3    (f) LEVELING    3  
 AN2279
 AN2279.Superseded values are not recommended for survey control.
 AN2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2279.See file dsdata.txt to determine how the superseded data were derived.
 AN2279
 AN2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4703947405(NAD 83)
 AN2279_MARKER: DS = TRIANGULATION STATION DISK
 AN2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2279_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2279+STABILITY: SURFACE MOTION
 AN2279
 AN2279  HISTORY     - Date     Condition        Report By
 AN2279  HISTORY     - 1978     MONUMENTED       NGS
 AN2279  HISTORY     - 19980721 GOOD             USPSQD
 AN2279
 AN2279                          STATION DESCRIPTION
 AN2279
 AN2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2279'THE STATION IS LOCATED ABOUT 14 MILES EAST OF SEADRIFT, 4
 AN2279'MILES WEST OF PORT O CONNOR, AND ON ROAD RIGHT-OF-WAY OF
 AN2279'STATE HIGHWAY 185.
 AN2279'
 AN2279'TO REACH FROM THE JUNCTION OF SECOND STREET AND STATE HIGHWAY
 AN2279'185 (ADAMS STREET) IN PORT O CONNOR, GO WESTERLY ON STATE
 AN2279'HIGHWAY 185 FOR 4.7 MILES TO THE STATION ON THE RIGHT.
 AN2279'
 AN2279'THE STATION IS A STANDARD NGS DISK
 AN2279'STAMPED---PORTO 2 1978---,
 AN2279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AN2279'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AN2279'65.0 FEET NORTH FROM THE APPROXIMATE CENTER OF STATE HIGHWAY
 AN2279'185, 15.1 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST, AND
 AN2279'13.0 FEET SOUTH OF A WIRE FENCE.
 AN2279'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AN2279'STAMPED---PORTO 2 1978---,
 AN2279'SET INTO AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE
 AN2279'GROUND.
 AN2279'
 AN2279'PORTO 1934 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN2279'STAMPED---PORTO 1934---,
 AN2279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AN2279'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AN2279'44 FEET SOUTH FROM THE APPROXIMATE CENTER OF STATE HIGHWAY
 AN2279'185, 14.7 FEET NORTH FROM A WIRE FENCE, 14.5 FEET NORTH FROM
 AN2279'A METAL WITNESS POST, AND 4.6 FEET EAST FROM A METAL WITNESS
 AN2279'POST.
 AN2279'
 AN2279'REFERENCE MARK 1 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN2279'STAMPED---PORTO NO 1 1934---,
 AN2279'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AN2279'SIDE PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 AN2279'115.0 FEET SOUTHEAST FROM A POWERLINE POLE,
 AN2279'81.0 FEET SOUTHWEST FROM A METAL WITNESS POST, AND
 AN2279'68.0 FEET SOUTH FROM A WIRE FENCE.
 AN2279'
 AN2279'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AN2279'STAMPED---PORTO 1934 NO 3 1974---,
 AN2279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN
 AN2279'DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AN2279'78.0 FEET NORTH FROM THE APPROXIMATE CENTER OF STATE HIGHWAY
 AN2279'185, 0.8 FOOT EAST FROM THE METAL WITNESS POST, AND
 AN2279'0.5 FOOT SOUTH FROM THE WIRE FENCE.
 AN2279'
 AN2279'REFERENCE MARK 4 IS A STANDARD NGS DISK
 AN2279'STAMPED---PORTO 2 NO 4 1978---,
 AN2279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AN2279'DIAMETER PROJECTING 1 INCH ABOVE THE GROUND.  IT IS
 AN2279'78.0 FEET NORTH FROM THE APPROXIMATE CENTER OF STATE HIGHWAY
 AN2279'185, 1.5 FEET WEST FROM A METAL WITNESS POST, AND
 AN2279'1.2 FEET SOUTH FROM THE WIRE FENCE.
 AN2279'
 AN2279'AZIMUTH MARK IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 AN2279'MARK DISK STAMPED---J 592 RESET 1978---,
 AN2279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AN2279'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AN2279'60.0 FEET SOUTH FROM THE APPROXIMATE CENTER OF STATE HIGHWAY
 AN2279'185, 35.0 FEET EAST FROM A POWERLINE POLE,
 AN2279'1.0 FEET WEST FROM A METAL WITNESS POST, AND
 AN2279'0.7 FEET NORTH FROM A WIRE FENCE.
 AN2279'
 AN2279'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST ON
 AN2279'STATE HIGHWAY 185 FOR 0.4 MILE TO THE MARK ON THE LEFT.
 AN2279'
 AN2279'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.2 METERS.
 AN2279
 AN2279                          STATION RECOVERY (1998)
 AN2279
 AN2279'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0327 ***********************************************************************
 AN0327  DESIGNATION -  PORTO RESET
 AN0327  PID         -  AN0327
 AN0327  STATE/COUNTY-  TX/CALHOUN
 AN0327  USGS QUAD   -  PORT O'CONNOR (1973)
 AN0327
 AN0327                         *CURRENT SURVEY CONTROL
 AN0327  ___________________________________________________________________
 AN0327* NAD 83(1986)-  28 25 46.24707(N)    096 28 39.73880(W)     ADJUSTED  
 AN0327* NAVD 88     -         2.63   (+/-2cm)       8.6    (feet)  VERTCON   
 AN0327  ___________________________________________________________________
 AN0327  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AN0327  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN0327
 AN0327  HORZ ORDER  -  SECOND
 AN0327  VERT ORDER  -  THIRD (See Below)
 AN0327
 AN0327.The horizontal coordinates were established by classical geodetic methods
 AN0327.and adjusted by the National Geodetic Survey in July 1986..
 AN0327
 AN0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0327.The vertical order pertains to the NGVD 29 superseded value.
 AN0327
 AN0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0327
 AN0327.The geoid height was determined by GEOID03.
 AN0327
 AN0327;                    North         East     Units Scale Factor Converg.
 AN0327;SPC TXSC     - 4,068,739.833   847,084.590   MT  0.99998707   +1 14 08.5
 AN0327;SPC TXSC     -13,348,857.27  2,779,143.36   sFT  0.99998707   +1 14 08.5
 AN0327;UTM  14      - 3,147,373.166   747,052.037   MT  1.00035333   +1 12 05.1
 AN0327
 AN0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0327!SPC TXSC     -   1.00000379  x   0.99998707  =   0.99999086
 AN0327!UTM  14      -   1.00000379  x   1.00035333  =   1.00035712
 AN0327
 AN0327:                Primary Azimuth Mark                     Grid Az
 AN0327:SPC TXSC     -  PORT O CONNOR CABLE TV MAST              068 17 01.8
 AN0327:UTM  14      -  PORT O CONNOR CABLE TV MAST              068 19 05.2
 AN0327
 AN0327|---------------------------------------------------------------------|
 AN0327| PID    Reference Object                     Distance      Geod. Az  |
 AN0327|                                                           dddmmss.s |
 AN0327| AN2278 PORT O CONNOR CABLE TV MAST         APPROX. 3.6 KM 0693110.3 |
 AN0327| AN2277 PORT O CONNOR MUN TANK              APPROX. 5.8 KM 0695735.3 |
 AN0327| AN0328 PORTO RM 1                           28.650 METERS 20332     |
 AN0327| AN0329 PORTO RM 2                           28.300 METERS 27054     |
 AN0327| AN0330 PORTO RM 3                           38.765 METERS 33909     |
 AN0327| AN2279 PORTO 2                              34.537 METERS 34045     |
 AN0327|---------------------------------------------------------------------|
 AN0327
 AN0327                          SUPERSEDED SURVEY CONTROL
 AN0327
 AN0327  NGVD 29 (01/29/03)    2.74   (m)            9.0    (f) RESET       3  
 AN0327
 AN0327.Superseded values are not recommended for survey control.
 AN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0327.See file dsdata.txt to determine how the superseded data were derived.
 AN0327
 AN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4705247373(NAD 83)
 AN0327_MARKER: DS = TRIANGULATION STATION DISK
 AN0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0327_SP_SET: MONUMENT
 AN0327_STAMPING: PORTO 1934 1974
 AN0327_PROJECTION: PROJECTING 7 CENTIMETERS
 AN0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0327+STABILITY: SURFACE MOTION
 AN0327
 AN0327  HISTORY     - Date     Condition        Report By
 AN0327  HISTORY     - 1974     MONUMENTED       NGS
 AN0327  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AN0327  HISTORY     - 1978     GOOD             NGS
 AN0327  HISTORY     - 1978     GOOD             NGS
 AN0327  HISTORY     - 19980721 GOOD             USPSQD
 AN0327
 AN0327                          STATION DESCRIPTION
 AN0327
 AN0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AN0327'4 MI W FROM PORT OCONNOR.
 AN0327'FROM THE JUNCTION OF STATE HIGHWAY 185 (ADAMS AVENUE) AND 2ND STREET
 AN0327'IN THE SOUTHEAST PART OF PORT OCONNOR, GO WEST ON HIGHWAY 185 FOR 4.8
 AN0327'MILES TO THE MARK ON THE LEFT ON HIGHWAY RIGHT-OF-WAY, 240 FEET EAST
 AN0327'OF THE CENTER OF A CONCRETE BOX CULVERT, 45 FEET SOUTH OF THE CENTER
 AN0327'OF THE HIGHWAY, 15 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 4.5
 AN0327'FEET EAST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A ROUND
 AN0327'CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  THIS POINT IS 3.2 MILES
 AN0327'EAST ALONG STATE HIGHWAY 185 FROM ITS JUNCTION WITH FARM ROAD 1289
 AN0327'WHICH LEADS NORTHWESTERLY TOWARD PORT LAVACA.
 AN0327
 AN0327                          STATION RECOVERY (1974)
 AN0327
 AN0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AN0327'THE SURFACE STATION MARK WAS FOUND DESTROYED, IT WAS LYING
 AN0327'ON TOP OF THE GROUND AT THE STATION SITE, APPARENTLY CAUSED
 AN0327'BY GRADING OPERATIONS AND EROSION, THE DISK WAS REMOVED
 AN0327'AT THIS TIME.  THE UNDERGROUND STATION MARK AND REFERENCE
 AN0327'MARK NO. 1 WERE RECOVERED IN GOOD CONDITION, THE DISTANCE
 AN0327'BETWEEN THE TWO MARKS CHECKED GOOD.  REFERENCE MARK NO. 2
 AN0327'WAS NOT RECOVERED, IT HAS PREVIOUSLY BEEN REPORTED DESTROYED.
 AN0327'THE STATION DOES NOT HAVE AN AZIMUTH MARK.  THE POSITION
 AN0327'OF THE UNDERGROUND STATION MARK WAS HELD AND THE MARK
 AN0327'REMOVED, A NEW MARK WAS SET LOWER AND A NEW SURFACE STATION
 AN0327'MARK PLUMBED OVER IT.  REFERENCE MARK NO. 3 WAS SET.  AN
 AN0327'AZIMUTH MARK WAS NOT SET AS OTHER STATIONS WERE NOT
 AN0327'VISIBLE AT THIS TIME.
 AN0327'
 AN0327'A NEW DESCRIPTION FOLLOWS--
 AN0327'
 AN0327'THE STATION IS LOCATED ABOUT 15 MILES EAST OF SEADRIFT, AND
 AN0327'4 MILES WEST OF PORT O CONNOR, ON THE RIGHT-OF-WAY ALONG
 AN0327'THE SOUTH SIDE OF STATE HIGHWAY 185, 240 FEET EAST OF THE
 AN0327'CENTER OF A CONCRETE BOX CULVERT.
 AN0327'
 AN0327'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 185
 AN0327'(ADAMS AVE.) AND 2ND STREET IN THE SOUTHEAST PART OF PORT
 AN0327'O CONNOR, GO WEST ON HIGHWAY 185 FOR 4.8 MILES TO THE STATION
 AN0327'ON THE LEFT AS DESCRIBED.  REACHED FROM NEAR THE WATER TANK
 AN0327'IN SEADRIFT BY GOING EAST ON HIGHWAY 185 FOR 11.5 MILES
 AN0327'TO THE JUNCTION WITH FARM ROAD 1289 ON THE LEFT LEADING TOWARD
 AN0327'PORT LAVACA, CONTINUE EAST ON HIGHWAY 185 FOR 3.2 MILES TO
 AN0327'THE STATION ON THE RIGHT.
 AN0327'
 AN0327'THE STATION MARK IS A STANDARD DISK STAMPED PORTO 1934 1974,
 AN0327'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 AN0327'3-INCHES.  IT IS 240 FEET EAST OF THE CENTER OF A CONCRETE
 AN0327'BOX CULVERT, 45 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 AN0327'15 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE, AND
 AN0327'4.5 FEET EAST OF A METAL WITNESS POST.
 AN0327'
 AN0327'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PORTO NO 1
 AN0327'1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 AN0327'PROJECTS 2-INCHES.  IT IS IN A PASTURE, 129 FEET SOUTH OF
 AN0327'THE CENTER OF THE HIGHWAY, 69 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 AN0327'FENCE, AND 205 FEET EAST OF THE EXTENDED LINE OF THE CENTER
 AN0327'OF THE CONCRETE CULVERT.
 AN0327'
 AN0327'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED PORTO 1934
 AN0327'NO 3 1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 AN0327'PROJECTS 10-INCHES.  IT IS 205 FEET EAST OF THE EXTENDED
 AN0327'LINE OF THE CENTER OF THE CONCRETE CULVERT, 78 FEET NORTH OF
 AN0327'THE CENTER OF THE HIGHWAY, 0.5 FOOT SOUTH OF THE NORTH
 AN0327'RIGHT-OF-WAY FENCE, AND 1.1 FOOT EAST OF A METAL WITNESS
 AN0327'POST.
 AN0327'
 AN0327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 AN0327'MILES W OF PORT O CONNOR
 AN0327
 AN0327                          STATION RECOVERY (1978)
 AN0327
 AN0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN0327'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN
 AN0327'GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED.  THE
 AN0327'DISTANCES AND DIRECTIONS TO THE EXISTING REFERENCE MARKS
 AN0327'WAS VERIFIED.  THE STATION MARK REPORTEDLY WILL BE DESTROYED
 AN0327'IN THE NEAR FUTURE AND STATION PORTO 2 WAS ESTABLISHED AT
 AN0327'THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AN0327'
 AN0327'THE STATION IS LOCATED 14 MILES EAST OF SEADRIFT, 4 MILES
 AN0327'WEST OF PORT O CONNOR, ALONG THE SOUTH SIDE OF STATE HIGHWAY
 AN0327'185, AND ON THE ROAD RIGHT-OF-WAY.
 AN0327'
 AN0327'TO REACH FROM THE JUNCTION OF SECOND STREET AND STATE HIGHWAY
 AN0327'185 IN PORT O CONNOR, GO WEST ON STATE HIGHWAY 185 FOR 4.7
 AN0327'MILES TO THE STATION ON THE LEFT.
 AN0327'
 AN0327'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN0327'STAMPED---PORTO 1934---,
 AN0327'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AN0327'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AN0327'44 FEET SOUTH FROM THE APPROXIMATE CENTER OF STATE HIGHWAY 185,
 AN0327'14.7 FEET NORTH FROM A WIRE FENCE,
 AN0327'14.5 FEET NORTH FROM A METAL WITNESS POST, AND
 AN0327'4.6 FEET EAST FROM A METAL WITNESS POST.
 AN0327'
 AN0327'PORTO 2 IS A STANDARD NGS DISK
 AN0327'STAMPED---PORTO 2 1978---,
 AN0327'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AN0327'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AN0327'65.0 FEET NORTH FROM THE APPROXIMATE CENTER OF STATE HIGHWAY
 AN0327'185, 15.1 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST, AND
 AN0327'13.0 FEET SOUTH FROM A WIRE FENCE.
 AN0327'
 AN0327'REFERENCE MARK 1 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN0327'STAMPED---PORTO NO 1 1934---,
 AN0327'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AN0327'SIDE PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 AN0327'115 FEET SOUTHEAST FROM A POWERLINE POLE,
 AN0327'81.0 FEET SOUTHWEST FROM A METAL WITNESS POST, AND
 AN0327'68 FEET SOUTH FROM A WIRE FENCE.
 AN0327'
 AN0327'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AN0327'STAMPED---PORTO 1934 NO 3 1978---,
 AN0327'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AN0327'DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AN0327'78 FEET NORTH FROM THE APPROXIMATE CENTER OF STATE HIGHWAY
 AN0327'185, 0.8 FEET EAST FROM A METAL WITNESS POST, AND
 AN0327'0.5 FEET SOUTH FROM A WIRE FENCE.
 AN0327
 AN0327                          STATION RECOVERY (1978)
 AN0327
 AN0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (SP)
 AN0327'ANGLES AND DISTANCES WERE RECORDED USING POINT 32, RM 3 (PORTO),
 AN0327'PORTO 2, RM 4 (PORTO 2), RM 1 (PORTO) AND PORT OCONNOR WATER TANK.
 AN0327'MAGNETIC BEARINGS TO THESE STATION WERE RECORDED.
 AN0327
 AN0327                          STATION RECOVERY (1998)
 AN0327
 AN0327'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0328 ***********************************************************************
 AN0328  DESIGNATION -  PORTO RM 1
 AN0328  PID         -  AN0328
 AN0328  STATE/COUNTY-  TX/CALHOUN
 AN0328  USGS QUAD   -  PORT O'CONNOR (1973)
 AN0328
 AN0328                         *CURRENT SURVEY CONTROL
 AN0328  ___________________________________________________________________
 AN0328* NAD 83(1993)-  28 25 45.     (N)    096 28 40.     (W)     SCALED    
 AN0328* NAVD 88     -         2.15   (+/-2cm)       7.1    (feet)  VERTCON   
 AN0328  ___________________________________________________________________
 AN0328  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN0328
 AN0328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0328
 AN0328.The horizontal coordinates were scaled from a topographic map and have
 AN0328.an estimated accuracy of +/- 6 seconds.
 AN0328
 AN0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0328.The vertical order pertains to the NGVD 29 superseded value.
 AN0328
 AN0328.The geoid height was determined by GEOID03.
 AN0328
 AN0328;                    North         East    Units  Estimated Accuracy
 AN0328;SPC TXSC     - 4,068,700.      847,080.      MT  (+/- 180 meters Scaled)
 AN0328
 AN0328                          SUPERSEDED SURVEY CONTROL
 AN0328
 AN0328  NGVD 29 (??/??/92)    2.257  (m)            7.40   (f) ADJ UNCH    2 0
 AN0328
 AN0328.Superseded values are not recommended for survey control.
 AN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0328.See file dsdata.txt to determine how the superseded data were derived.
 AN0328
 AN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS470473(NAD 83)
 AN0328_MARKER: DR = REFERENCE MARK DISK
 AN0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0328_SP_SET: MONUMENT
 AN0328_STAMPING: PORTO NO 1 1934
 AN0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0328
 AN0328  HISTORY     - Date     Condition        Report By
 AN0328  HISTORY     - 1934     MONUMENTED       CGS
 AN0328  HISTORY     - 1974     GOOD             NGS
 AN0328  HISTORY     - 19980721 MARK NOT FOUND   USPSQD
 AN0328
 AN0328                          STATION DESCRIPTION
 AN0328
 AN0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JRS)
 AN0328'THE STATION IS LOCATED 14 MILES EAST OF SEADRIFT, 4 MILES WEST
 AN0328'OF PORT O CONNOR, ALONG THE SOUTH SIDE OF STATE HIGHWAY
 AN0328'AND ON ROAD RIGHT-OF-WAY.
 AN0328'
 AN0328'TO REACH FROM THE JUNCTION OF SECOND STREET AND STATE HIGHWAY
 AN0328'185 IN PORT O CONNOR, GO WEST ON STATE HIGHWAY 185 FOR 4.7
 AN0328'MILES TO THE STATION ON THE LEFT.
 AN0328'
 AN0328'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY REFERENCE
 AN0328'MARK DISK STAMPED---PORTO NO 1 1934---,
 AN0328'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AN0328'SIDE PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 AN0328'115 FEET SOUTHEAST FROM A POWERLINE POLE,
 AN0328'81.0 FEET SOUTHWEST FROM A METAL WITNESS POST, AND
 AN0328'68 FEET SOUTH FROM A WIRE FENCE.
 AN0328
 AN0328                          STATION RECOVERY (1974)
 AN0328
 AN0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AN0328'4 MI W FROM PORT OCONNOR.
 AN0328'FROM THE JUNCTION OF STATE HIGHWAY 185 (ADAMS AVENUE) AND 2ND STREET
 AN0328'IN THE SOUTHEAST PART OF PORT OCONNOR, GO WEST ON HIGHWAY 185 FOR 4.8
 AN0328'MILES TO THE MARK ON THE LEFT IN A PASTURE, 129 FEET SOUTH OF THE
 AN0328'CENTER OF THE HIGHWAY, 205 FEET EAST OF THE EXTENDED LINE OF THE
 AN0328'CENTER OF A CONCRETE BOX CULVERT, 69 FEET SOUTH OF THE SOUTH
 AN0328'RIGHT-OF-WAY FENCE, 205 FEET SOUTH AND ACROSS THE HIGHWAY FROM
 AN0328'REFERENCE MARK PORTO NO 3, 94 FEET SOUTH OF STATION MARK PORTO 1934
 AN0328'1974, AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AN0328'2-INCHES.  NOTE-- THIS POINT IS 3.2 MILES EAST ALONG STATE HIGHWAY 185
 AN0328'FROM ITS JUNCTION WITH FARM ROAD 1289 WHICH LEADS NORTHWESTERLY TOWARD
 AN0328'PORT LAVACA.
 AN0328
 AN0328                          STATION RECOVERY (1998)
 AN0328
 AN0328'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0330 ***********************************************************************
 AN0330  DESIGNATION -  PORTO RM 3
 AN0330  PID         -  AN0330
 AN0330  STATE/COUNTY-  TX/CALHOUN
 AN0330  USGS QUAD   -  PORT O'CONNOR (1973)
 AN0330
 AN0330                         *CURRENT SURVEY CONTROL
 AN0330  ___________________________________________________________________
 AN0330* NAD 83(1986)-  28 25 48.     (N)    096 28 39.     (W)     SCALED    
 AN0330* NAVD 88     -         2.96   (+/-2cm)       9.7    (feet)  VERTCON   
 AN0330  ___________________________________________________________________
 AN0330  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN0330
 AN0330  VERT ORDER  -  THIRD (See Below)
 AN0330
 AN0330.The horizontal coordinates were scaled from a topographic map and have
 AN0330.an estimated accuracy of +/- 6 seconds.
 AN0330
 AN0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0330.The vertical order pertains to the NGVD 29 superseded value.
 AN0330
 AN0330.The geoid height was determined by GEOID03.
 AN0330
 AN0330;                    North         East    Units  Estimated Accuracy
 AN0330;SPC TXSC     - 4,068,790.      847,100.      MT  (+/- 180 meters Scaled)
 AN0330
 AN0330                          SUPERSEDED SURVEY CONTROL
 AN0330
 AN0330  NGVD 29 (01/29/03)    3.07   (m)           10.1    (f) RESET       3  
 AN0330
 AN0330.Superseded values are not recommended for survey control.
 AN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0330.See file dsdata.txt to determine how the superseded data were derived.
 AN0330
 AN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS470474(NAD 83)
 AN0330_MARKER: DR = REFERENCE MARK DISK
 AN0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0330_SP_SET: MONUMENT
 AN0330_STAMPING: PORTO 1934 NO 3 1974
 AN0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0330
 AN0330  HISTORY     - Date     Condition        Report By
 AN0330  HISTORY     - 1974     MONUMENTED       NGS
 AN0330  HISTORY     - 19980721 GOOD             USPSQD
 AN0330
 AN0330                          STATION DESCRIPTION
 AN0330
 AN0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AN0330'4 MI W FROM PORT OCONNOR.
 AN0330'FROM THE JUNCTION OF STATE HIGHWAY 185 (ADAMS AVENUE) AND 2ND STREET
 AN0330'IN THE SOUTHEAST PART OF PORT OCONNOR, GO WEST ON HIGHWAY 185 FOR 4.8
 AN0330'MILES TO THE MARK ON THE RIGHT ON HIGHWAY RIGHT-OF-WAY, 205 FEET EAST
 AN0330'OF THE EXTENDED LINE OF THE CENTER OF A CONCRETE BOX CULVERT, 78 FEET
 AN0330'NORTH OF THE CENTER OF THE HIGHWAY, 0.5 FOOT SOUTH OF THE NORTH
 AN0330'RIGHT-OF-WAY FENCE, 1.1 FOOT EAST OF A METAL WITNESS POST, AND SET IN
 AN0330'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  THIS
 AN0330'POINT IS 3.2 MILES EAST ALONG STATE HIGHWAY 185 FROM ITS JUNCTION WITH
 AN0330'FARM ROAD 1289 WHICH LEADS NORTHWESTERLY TOWARD PORT LAVACA.
 AN0330
 AN0330                          STATION RECOVERY (1998)
 AN0330
 AN0330'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0965 ***********************************************************************
 AV0965  DESIGNATION -  PORT=PORT NECHES TANK
 AV0965  PID         -  AV0965
 AV0965  STATE/COUNTY-  TX/JEFFERSON
 AV0965  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0965
 AV0965                         *CURRENT SURVEY CONTROL
 AV0965  ___________________________________________________________________
 AV0965* NAD 83(1993)-  29 59 28.81199(N)    093 57 10.27476(W)     ADJUSTED  
 AV0965* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AV0965  ___________________________________________________________________
 AV0965  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AV0965  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AV0965
 AV0965  HORZ ORDER  -  SECOND
 AV0965
 AV0965.The horizontal coordinates were established by classical geodetic methods
 AV0965.and adjusted by the National Geodetic Survey in February 1996..
 AV0965
 AV0965.The orthometric height was scaled from a topographic map.
 AV0965
 AV0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0965
 AV0965.The geoid height was determined by GEOID03.
 AV0965
 AV0965;                    North         East     Units Scale Factor Converg.
 AV0965;SPC TXSC     - 4,249,675.351 1,086,836.747   MT  0.99992869   +2 28 21.6
 AV0965;SPC TXSC     -13,942,476.55  3,565,730.23   sFT  0.99992869   +2 28 21.6
 AV0965;SPC TX C     - 3,053,645.465 1,315,366.684   MT  1.00003581   +3 17 10.8
 AV0965;SPC TX C     -10,018,501.83  4,315,498.86   sFT  1.00003581   +3 17 10.8
 AV0965;UTM  15      - 3,318,207.436   408,089.310   MT  0.99970422   -0 28 34.8
 AV0965
 AV0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0965!SPC TXSC     -   1.00000351  x   0.99992869  =   0.99993220
 AV0965!SPC TX C     -   1.00000351  x   1.00003581  =   1.00003932
 AV0965!UTM  15      -   1.00000351  x   0.99970422  =   0.99970773
 AV0965
 AV0965:                Primary Azimuth Mark                     Grid Az
 AV0965:SPC TXSC     -  POLK                                     018 19 31.1
 AV0965:SPC TX C     -  POLK                                     017 30 41.9
 AV0965:UTM  15      -  POLK                                     021 16 27.5
 AV0965
 AV0965|---------------------------------------------------------------------|
 AV0965| PID    Reference Object                     Distance      Geod. Az  |
 AV0965|                                                           dddmmss.s |
 AV0965| BK3222 POLK                                APPROX. 5.5 KM 0204752.7 |
 AV0965| CV9300 PORT NECHES TANK RM 1                64.667 METERS 08911     |
 AV0965| AV0973 PORT NECHES TEX REFIN LT TR 1       APPROX. 1.6 KM 1253045.8 |
 AV0965| CV9301 PORT NECHES TANK RM 2                68.680 METERS 20911     |
 AV0965| AW5718 SUN OIL CO SE TWIN STACK            APPROX. 4.9 KM 2673956.5 |
 AV0965| AW5717 SUN OIL CO NW TWIN STACK            APPROX. 4.9 KM 2674111.5 |
 AV0965| BK3227 PURE OIL COMPANY TALLEST STACK      APPROX. 2.9 KM 3005359.6 |
 AV0965| BK3226 SUN OIL COMPANY STEEL STACK         APPROX. 3.2 KM 3035343.7 |
 AV0965| CV9302 PORT NECHES TANK RM 3                65.360 METERS 32912     |
 AV0965|---------------------------------------------------------------------|
 AV0965
 AV0965                          SUPERSEDED SURVEY CONTROL
 AV0965
 AV0965  NAD 83(1993)-  29 59 28.81147(N)    093 57 10.27471(W) AD(       ) 2
 AV0965  NAD 83(1986)-  29 59 28.83029(N)    093 57 10.25750(W) AD(       ) 2
 AV0965  NAD 27      -  29 59 28.06200(N)    093 57 09.63500(W) AD(       ) 2
 AV0965
 AV0965.Superseded values are not recommended for survey control.
 AV0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0965.See file dsdata.txt to determine how the superseded data were derived.
 AV0965
 AV0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0808918207(NAD 83)
 AV0965_MARKER: 51 = TANK
 AV0965
 AV0965  HISTORY     - Date     Condition        Report By
 AV0965  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0965  HISTORY     - 1960     GOOD             CGS
 AV0965  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0965
 AV0965                          STATION DESCRIPTION
 AV0965
 AV0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0965'STATION IS THE CENTER OF THE BALL APEX OF THE MUNICIPAL WATER
 AV0965'TANK AT PORT NECHES.  TANK IS PAINTED ALUMINUM COLOR AND IS
 AV0965'A VERY PROMINENT OBJECT SHOWING IN ALL DIRECTIONS.
 AV0965'
 AV0965'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AV0965'
 AV0965'REFERENCE MARK 1 IS BETWEEN THE WATER-WORKS BUILDING AND
 AV0965'THE SHELL ROAD TO THE N OF THE TANK.
 AV0965'
 AV0965'REFERENCE MARK 2 IS IN THE FIELD TO THE SSE.
 AV0965'
 AV0965'REFERENCE MARK 3 IS ACROSS THE ROAD TO THE N, IN A FIELD
 AV0965'BEYOND A WIRE FENCE.  ALL REFERENCE MARKS ARE FLUSH.
 AV0965'
 AV0965'THE STATION WAS PLUMBED DOWN TO THE GROUND AND IT WAS FOUND
 AV0965'TO FALL ON ONE SIDE OF THE CENTER OF THE VERTICAL PIPE FROM THE
 AV0965'BOTTOM OF THE TANK.  REFERENCE MARK DISTANCES WERE TAKEN
 AV0965'FROM THE POSITION OF THE TRUE STATION AND NOT FROM THE CENTER
 AV0965'OF THE PIPE.
 AV0965'
 AV0965'A SMALL OBSERVING STAND WAS BUILT ON THE ROOF OF THE TANK IN
 AV0965'ORDER TO AVOID ECCENTRIC REDUCTIONS.
 AV0965
 AV0965                          STATION RECOVERY (1960)
 AV0965
 AV0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AV0965'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW TOP WAS
 AV0965'ERECTED ON THE TANK IN THE 1940S, BUT THE TANK HAS NOT BEEN
 AV0965'MOVED.  THE TANK IS LOCATED IN THE NORTHEAST SECTION OF PORT
 AV0965'NECHES, 280 FT. EAST OF MERRIMAM STREET AND 127 FT. SOUTH
 AV0965'OF AVENUE C.
 AV0965'
 AV0965'REFERENCE MARKS 1, 2, AND 3 WERE SEARCHED FOR BUT NOT RECOVERED.
 AV0965
 AV0965                          STATION RECOVERY (1984)
 AV0965
 AV0965'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 AV0965'STATION DESTROYED.
 AV0965'
 AV0965'DESTROYED WHEN TANK WAS DISMANTLED IN 1964-1966 AFTER A NEW WATER
 AV0965'TANK WAS BUILT AND PUT INTO SERVICE WEST OF MERRIMAN ST.  THE
 AV0965'DISMANTLED TANK WAS LOCATED EAST OF MERRIMAN ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1263 ***********************************************************************
 AJ1263  DESIGNATION -  POSA
 AJ1263  PID         -  AJ1263
 AJ1263  STATE/COUNTY-  TX/BROOKS
 AJ1263  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ1263
 AJ1263                         *CURRENT SURVEY CONTROL
 AJ1263  ___________________________________________________________________
 AJ1263* NAD 83(1993)-  27 05 32.75378(N)    098 02 02.92864(W)     ADJUSTED  
 AJ1263* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 AJ1263  ___________________________________________________________________
 AJ1263  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AJ1263  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AJ1263
 AJ1263  HORZ ORDER  -  THIRD
 AJ1263
 AJ1263.The horizontal coordinates were established by classical geodetic methods
 AJ1263.and adjusted by the National Geodetic Survey in February 1996..
 AJ1263
 AJ1263.The orthometric height was scaled from a topographic map.
 AJ1263
 AJ1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1263
 AJ1263.The geoid height was determined by GEOID03.
 AJ1263
 AJ1263;                    North         East     Units Scale Factor Converg.
 AJ1263;SPC TX S     - 5,158,047.920   346,195.432   MT  0.99989606   +0 12 41.4
 AJ1263;SPC TX S     -16,922,695.55  1,135,809.51   sFT  0.99989606   +0 12 41.4
 AJ1263;UTM  14      - 2,997,040.539   595,751.502   MT  0.99971318   +0 26 23.7
 AJ1263
 AJ1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1263!SPC TX S     -   0.99999958  x   0.99989606  =   0.99989564
 AJ1263!UTM  14      -   0.99999958  x   0.99971318  =   0.99971276
 AJ1263
 AJ1263|---------------------------------------------------------------------|
 AJ1263| PID    Reference Object                     Distance      Geod. Az  |
 AJ1263|                                                           dddmmss.s |
 AJ1263| CV2827 POSA RM 1                            42.782 METERS 08238     |
 AJ1263| CV2828 POSA RM 2                            26.518 METERS 17903     |
 AJ1263| AJ1271 FALFURRIAS MOBIL OIL CO MAST        APPROX.15.3 KM 3150523.8 |
 AJ1263| AJ1260 HUMBLE OIL SULLIVAN RANCH TK        APPROX. 5.0 KM 3491234.9 |
 AJ1263| CV2826 POSA AZ MK                                         3491958.1 |
 AJ1263|---------------------------------------------------------------------|
 AJ1263
 AJ1263                          SUPERSEDED SURVEY CONTROL
 AJ1263
 AJ1263  NAD 83(1986)-  27 05 32.76481(N)    098 02 02.90204(W) AD(       ) 3
 AJ1263  NAD 27      -  27 05 31.59280(N)    098 02 01.89200(W) AD(       ) 3
 AJ1263
 AJ1263.Superseded values are not recommended for survey control.
 AJ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1263.See file dsdata.txt to determine how the superseded data were derived.
 AJ1263
 AJ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9575297041(NAD 83)
 AJ1263_MARKER: DS = TRIANGULATION STATION DISK
 AJ1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1263
 AJ1263  HISTORY     - Date     Condition        Report By
 AJ1263  HISTORY     - 1961     MONUMENTED       CGS
 AJ1263
 AJ1263                          STATION DESCRIPTION
 AJ1263
 AJ1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1263'THE STATION IS ON THE SULLIVAN RANCH, APPROXIMATELY 12.5
 AJ1263'MILES NORTHEAST OF ENCINO, 11.5 MILES SOUTHEAST OF FALFURRIAS
 AJ1263'AND 7 MILES EAST OF U.S. HIGHWAY 281.
 AJ1263'
 AJ1263'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AJ1263'281 AND STATE HIGHWAY 285 IN FALFURRIAS, GO EAST ON HIGHWAY
 AJ1263'285 FOR 5.45 MILES TO A CROSSROAD.  TURN RIGHT, SOUTH, ON
 AJ1263'FARM ROAD 2191 FOR 0.95 MILE TO A CROSSROAD WHERE FARM ROAD
 AJ1263'2191 TURNS RIGHT.  CONTINUE SOUTH ON SURFACED ROAD FOR 3.75
 AJ1263'MILES TO A FORK, JUST PAST A SIDE ROAD ON THE RIGHT.  BEAR
 AJ1263'LEFT FOR 0.05 MILE TO A CABLE GATE.  PASS THROUGH THE CABLE
 AJ1263'GATE AND GO SOUTH ON THE SURFACED ROAD FOR 0.7 MILE TO A ROAD
 AJ1263'ON THE RIGHT LEADING TO THE HOME OF MR. JACK WEST (THE RANCH
 AJ1263'FOREMAN AND MANAGER).  CONTINUE SOUTH ON THE SURFACED ROAD
 AJ1263'FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT
 AJ1263'AHEAD AND GO SOUTH ON THE MAIN ROAD FOR 0.4 MILE TO
 AJ1263'ANOTHER SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD,
 AJ1263'SOUTH, ON THE MAIN ROAD FOR 0.1 MILE TO A SIDE ROAD ON
 AJ1263'THE LEFT LEADING TO A HOUSE AND A WATER TANK.  CONTINUE
 AJ1263'STRAIGHT AHEAD, SOUTH, ON THE MAIN ROAD FOR 1.3 MILES
 AJ1263'TO A CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE
 AJ1263'SOUTH ON THE SURFACED ROAD FOR 1.35 MILES TO THE AZIMUTH
 AJ1263'MARK ON THE LEFT.  CONTINUE SOUTH ON THE SURFACED ROAD FOR
 AJ1263'0.5 MILE TO A BOARD GATE ON THE LEFT, A DIM TRACK ROAD
 AJ1263'AND THE STATION ON THE RIGHT.
 AJ1263'
 AJ1263'STATION MARKS ARE STANDARD DISKS STAMPED POSA 1960.  THE SURFACE
 AJ1263'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 AJ1263'INCHES.  IT IS 5.3 FEET SOUTH OF A METAL WITNESS POST, 51
 AJ1263'FEET WEST OF THE CENTER OF THE SURFACED ROAD AND 33 FEET
 AJ1263'SOUTH OF THE CENTER OF THE TRACK ROAD.  THE UNDERGROUND DISK
 AJ1263'IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE
 AJ1263'SURFACE OF THE GROUND.
 AJ1263'
 AJ1263'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED POSA NO 1 1960,
 AJ1263'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1263'IT IS 88 FEET EAST OF THE CENTER OF THE SURFACED ROAD, 8 FEET
 AJ1263'NORTH OF THE NORTH GATE POST OF THE BOARD GATE AND 1 FOOT
 AJ1263'WEST OF THE FENCE.
 AJ1263'
 AJ1263'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED POSA NO 2 1960,
 AJ1263'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1263'IT IS 72 FEET WEST OF THE CENTER OF THE SURFACED ROAD.
 AJ1263'
 AJ1263'AZIMUTH MARK, A STANDARD DISK STAMPED POSA 1960, IS SET IN A
 AJ1263'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 115 FEET
 AJ1263'SOUTH OF A POWER POLE, 50 FEET WEST OF THE FENCE, 40 FEET
 AJ1263'EAST OF THE CENTER OF THE SURFACED ROAD AND 1.6 FEET SOUTH
 AJ1263'OF A METAL WITNESS POST.
 AJ1263'
 AJ1263'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1263'
 AJ1263'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1059 ***********************************************************************
 CR1059  DESIGNATION -  POSEY
 CR1059  PID         -  CR1059
 CR1059  STATE/COUNTY-  TX/CASS
 CR1059  USGS QUAD   -  MC LEOD (1962)
 CR1059
 CR1059                         *CURRENT SURVEY CONTROL
 CR1059  ___________________________________________________________________
 CR1059* NAD 83(1993)-  32 56 13.84448(N)    094 03 11.43179(W)     ADJUSTED  
 CR1059* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 CR1059  ___________________________________________________________________
 CR1059  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 CR1059  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR1059
 CR1059  HORZ ORDER  -  FIRST
 CR1059
 CR1059.The horizontal coordinates were established by classical geodetic methods
 CR1059.and adjusted by the National Geodetic Survey in September 1999..
 CR1059
 CR1059.The orthometric height was scaled from a topographic map.
 CR1059
 CR1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1059
 CR1059.The geoid height was determined by GEOID03.
 CR1059
 CR1059;                    North         East     Units Scale Factor Converg.
 CR1059;SPC TXNC     - 2,149,685.831 1,015,687.991   MT  0.99987461   +2 25 31.0
 CR1059;SPC TXNC     - 7,052,760.93  3,332,303.02   sFT  0.99987461   +2 25 31.0
 CR1059;SPC LA N     -   271,278.968   854,742.368   MT  1.00007288   -0 49 16.2
 CR1059;SPC LA N     -   890,021.08  2,804,267.25   sFT  1.00007288   -0 49 16.2
 CR1059;SPC AR S     -   431,930.185   207,981.920   MT  1.00010021   -1 08 56.9
 CR1059;SPC AR S     - 1,417,090.95    682,354.02   sFT  1.00010021   -1 08 56.9
 CR1059;UTM  15      - 3,644,814.669   401,544.786   MT  0.99971952   -0 34 21.6
 CR1059
 CR1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1059!SPC TXNC     -   0.99999097  x   0.99987461  =   0.99986558
 CR1059!SPC LA N     -   0.99999097  x   1.00007288  =   1.00006385
 CR1059!SPC AR S     -   0.99999097  x   1.00010021  =   1.00009118
 CR1059!UTM  15      -   0.99999097  x   0.99971952  =   0.99971049
 CR1059
 CR1059:                Primary Azimuth Mark                     Grid Az
 CR1059:SPC TXNC     -  RODESSA MUNICIPAL TANK                   052 01 27.4
 CR1059:SPC LA N     -  RODESSA MUNICIPAL TANK                   055 16 14.6
 CR1059:SPC AR S     -  RODESSA MUNICIPAL TANK                   055 35 55.3
 CR1059:UTM  15      -  RODESSA MUNICIPAL TANK                   055 01 20.0
 CR1059
 CR1059|---------------------------------------------------------------------|
 CR1059| PID    Reference Object                     Distance      Geod. Az  |
 CR1059|                                                           dddmmss.s |
 CR1059| CQ3315 RODESSA MUNICIPAL TANK              APPROX. 6.6 KM 0542658.4 |
 CR1059| CX6091 POSEY AZ MK                                        0810924.8 |
 CR1059| CX6092 POSEY RM 1                          130.150 METERS 09813     |
 CR1059| CQ3310 VIVIAN RADIO STATION KLVI MAST      APPROX.10.7 KM 1384125.9 |
 CR1059| CQ3312 VIVIAN MUNICIPAL TANK               APPROX. 9.0 KM 1403958.9 |
 CR1059| CX6093 POSEY RM 2                           32.144 METERS 22559     |
 CR1059|---------------------------------------------------------------------|
 CR1059
 CR1059                          SUPERSEDED SURVEY CONTROL
 CR1059
 CR1059  NAD 83(1993)-  32 56 13.84759(N)    094 03 11.42968(W) AD(       ) 1
 CR1059  NAD 83(1993)-  32 56 13.85244(N)    094 03 11.42265(W) AD(       ) 1
 CR1059  NAD 83(1986)-  32 56 13.85286(N)    094 03 11.42096(W) AD(       ) 1
 CR1059  NAD 27      -  32 56 13.36200(N)    094 03 10.76200(W) AD(       ) 1
 CR1059
 CR1059.Superseded values are not recommended for survey control.
 CR1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1059.See file dsdata.txt to determine how the superseded data were derived.
 CR1059
 CR1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0154544815(NAD 83)
 CR1059_MARKER: DS = TRIANGULATION STATION DISK
 CR1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1059
 CR1059  HISTORY     - Date     Condition        Report By
 CR1059  HISTORY     - 1930     MONUMENTED       CGS
 CR1059  HISTORY     - 1958     GOOD             CGS
 CR1059
 CR1059                          STATION DESCRIPTION
 CR1059
 CR1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CR1059'ABOUT 6 MILES, AIR LINE, NW OF VIVIAN, LA., 4 MILES SW
 CR1059'OF RODESSA, LA., 0.6 MILE W OF THE TEXAS-LOUISIANA BOUNDARY,
 CR1059'AND ON THE HIGHEST POINT OF A SMALL WOODED RIDGE.
 CR1059'
 CR1059'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CR1059'DISKS SET IN CONCRETE.
 CR1059'
 CR1059'REFERENCE MARK NO. 1 IS IN FENCE LINE 5 METERS (16 FEET) S OF
 CR1059'ROAD AT FORK, AND 130 METERS (427 FEET) FROM STATION.
 CR1059'
 CR1059'REFERENCE MARK NO. 2 IS 5 METERS (16 FEET) S OF ROAD, AND
 CR1059'32.13 METERS (105.4 FEET) FROM STATION.
 CR1059'
 CR1059'REACHED FROM VIVIAN BY GOING N ALONG HIGHWAY 47 FOR 4.9 MILES
 CR1059'TO COUNTY ROAD RUNNING W AT FILLING STATION, THENCE W ON THIS
 CR1059'ROAD 3.6 MILES TO POINT 130 METERS (427 FEET) BEYOND A FORK, TO
 CR1059'STATION SITE.  IT IS 12.5 METERS (41 FEET) N OF ROAD.
 CR1059
 CR1059                          STATION RECOVERY (1958)
 CR1059
 CR1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1059'STATION MARK, REFERENCE MARK NUMBER ONE AND TWO WERE FOUND
 CR1059'AS DESCRIBED AND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS
 CR1059'ESTABLISHED.  A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 CR1059'
 CR1059'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF VIVIAN, LA.
 CR1059'AND ABOUT 2 MILES EAST OF MC LEOD, TEXAS.  IT IS 86.4 FEET
 CR1059'SOUTH OF A VALVE OF A T IN AN UNDERGROUND PIPE LINE AND 36
 CR1059'FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 2 INCHES
 CR1059'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED POSEY
 CR1059'1930.
 CR1059'
 CR1059'REFERENCE MARK NUMBER ONE IS 25 FEET WEST OF A POWER LINE POLE
 CR1059'AND 17 FEET SOUTH OF THE CENTER OF A DIRT ROAD.  THE MARK
 CR1059'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1059'AND THE DISK IS STAMPED POSEY NO 1 1930.
 CR1059'
 CR1059'REFERENCE MARK NUMBER TWO IS 16 FEET SOUTH OF THE CENTER OF A
 CR1059'DIM TRACK ROAD AND 4 FEET NORTHWEST OF A 16-INCH BLACK OAK TREE.
 CR1059'THE MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1059'AND THE DISK IS STAMPED POSEY NO 2 1930.
 CR1059'
 CR1059'AZIMUTH MARK IS 19 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND
 CR1059'2 FEET NORTHEAST OF A POWER LINE POLE.  THE MARK PROJECTS ABOUT
 CR1059'2 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 CR1059'STAMPED POSEY 1930 1958.
 CR1059'
 CR1059'TO REACH THE STATION FROM THE POST OFFICE IN MC LEOD GO
 CR1059'SOUTHEAST ON STATE HIGHWAY NUMBER 125 FOR 2.0 MILES TO A
 CR1059'SIDE ROAD RIGHT, TURN SHARP RIGHT FOR 0.05 MILE TO A SIDE
 CR1059'ROAD LEFT, CONTINUE AHEAD FOR 0.05 MILE TO THE AZIMUTH MARK
 CR1059'ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.2 MILE TO REFERENCE MARK
 CR1059'NUMBER ONE ON THE LEFT AS DESCRIBED AND THE END OF TRUCK
 CR1059'TRAVEL.  PACK WEST ON OLD TRACK ROAD FOR ABOUT 400 FEET TO
 CR1059'TOP OF HILL AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0637 ***********************************************************************
 DP0637  DESIGNATION -  POSEY BLACK CHIMNEY ON FACTORY
 DP0637  PID         -  DP0637
 DP0637  STATE/COUNTY-  TX/LUBBOCK
 DP0637  USGS QUAD   -  SLATON (1975)
 DP0637
 DP0637                         *CURRENT SURVEY CONTROL
 DP0637  ___________________________________________________________________
 DP0637* NAD 83(1993)-  33 28 53.79294(N)    101 42 32.44525(W)     ADJUSTED  
 DP0637* NAVD 88     -                                                        
 DP0637  ___________________________________________________________________
 DP0637  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 DP0637  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 DP0637
 DP0637  HORZ ORDER  -  THIRD
 DP0637
 DP0637.The horizontal coordinates were established by classical geodetic methods
 DP0637.and adjusted by the National Geodetic Survey in February 1996..
 DP0637
 DP0637
 DP0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0637
 DP0637.The geoid height was determined by GEOID03.
 DP0637
 DP0637;                    North         East     Units Scale Factor Converg.
 DP0637;SPC TXNC     - 2,205,815.673   301,823.343   MT  0.99990069   -1 45 00.6
 DP0637;SPC TXNC     - 7,236,913.59    990,232.08   sFT  0.99990069   -1 45 00.6
 DP0637;UTM  14      - 3,707,964.576   248,282.169   MT  1.00038124   -1 29 43.0
 DP0637
 DP0637                          SUPERSEDED SURVEY CONTROL
 DP0637
 DP0637  NAD 83(1986)-  33 28 53.80126(N)    101 42 32.43621(W) AD(       ) 4
 DP0637  NAD 27      -  33 28 53.49000(N)    101 42 30.86000(W) AD(       ) 3
 DP0637
 DP0637.Superseded values are not recommended for survey control.
 DP0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0637.See file dsdata.txt to determine how the superseded data were derived.
 DP0637
 DP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4828207965(NAD 83)
 DP0637_MARKER: 85 = CHIMNEY
 DP0637
 DP0637  HISTORY     - Date     Condition        Report By
 DP0637  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0637
 DP0637                          STATION DESCRIPTION
 DP0637
 DP0637'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0461 ***********************************************************************
 DP0461  FBN         -  This is a Federal Base Network Control Station.
 DP0461  DESIGNATION -  POST
 DP0461  PID         -  DP0461
 DP0461  STATE/COUNTY-  TX/GARZA
 DP0461  USGS QUAD   -  POST EAST (1969)
 DP0461
 DP0461                         *CURRENT SURVEY CONTROL
 DP0461  ___________________________________________________________________
 DP0461* NAD 83(1993)-  33 11 43.10248(N)    101 20 55.32137(W)     ADJUSTED  
 DP0461* NAVD 88     -       777.484  (meters)    2550.80   (feet)  ADJUSTED  
 DP0461  ___________________________________________________________________
 DP0461  X           -  -1,051,447.615 (meters)                     COMP
 DP0461  Y           -  -5,238,803.039 (meters)                     COMP
 DP0461  Z           -   3,472,516.520 (meters)                     COMP
 DP0461  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DP0461  ELLIP HEIGHT-         752.25  (meters)          (05/01/00) GPS OBS
 DP0461  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 DP0461  DYNAMIC HT  -         776.491 (meters)    2547.54  (feet)  COMP
 DP0461  MODELED GRAV-     979,334.3   (mgal)                       NAVD 88
 DP0461
 DP0461  HORZ ORDER  -  B
 DP0461  VERT ORDER  -  FIRST     CLASS II
 DP0461  ELLP ORDER  -  THIRD     CLASS I
 DP0461
 DP0461.The horizontal coordinates were established by GPS observations
 DP0461.and adjusted by the National Geodetic Survey in May 1994..
 DP0461
 DP0461.The orthometric height was determined by differential leveling
 DP0461.and adjusted by the National Geodetic Survey in June 1991..
 DP0461
 DP0461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0461
 DP0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0461
 DP0461.The ellipsoidal height was determined by GPS observations
 DP0461.and is referenced to NAD 83.
 DP0461
 DP0461.The geoid height was determined by GEOID03.
 DP0461
 DP0461.The dynamic height is computed by dividing the NAVD 88
 DP0461.geopotential number by the normal gravity value computed on the
 DP0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0461.degrees latitude (g = 980.6199 gals.).
 DP0461
 DP0461.The modeled gravity was interpolated from observed gravity values.
 DP0461
 DP0461;                    North         East     Units Scale Factor Converg.
 DP0461;SPC TXNC     - 2,173,111.679   334,433.432   MT  0.99987575   -1 33 13.2
 DP0461;SPC TXNC     - 7,129,617.23  1,097,220.35   sFT  0.99987575   -1 33 13.2
 DP0461;UTM  14      - 3,675,396.710   281,054.118   MT  1.00019108   -1 17 11.1
 DP0461
 DP0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0461!SPC TXNC     -   0.99988191  x   0.99987575  =   0.99975768
 DP0461!UTM  14      -   0.99988191  x   1.00019108  =   1.00007297
 DP0461
 DP0461|---------------------------------------------------------------------|
 DP0461| PID    Reference Object                     Distance      Geod. Az  |
 DP0461|                                                           dddmmss.s |
 DP0461| DP0462 POST RM 1                            10.583 METERS 05902     |
 DP0461| DP0622 POST ATT MICROWAVE                  APPROX. 5.5 KM 0860744.8 |
 DP0461| DP0463 POST RM 2                            11.838 METERS 23417     |
 DP0461| DP0460 POST AZ MK                                         2400603.8 |
 DP0461| DP0624 POST POSTEX MILLS CO STACK          APPROX. 2.3 KM 2435039.9 |
 DP0461| DP0628 POST COUNTY SHERIFF DEPT MAST       APPROX. 3.1 KM 2610012.2 |
 DP0461| DP0629 POST SW BELL TEL CO RAD MAST        APPROX. 7.4 KM 2815624.3 |
 DP0461|---------------------------------------------------------------------|
 DP0461
 DP0461                          SUPERSEDED SURVEY CONTROL
 DP0461
 DP0461  ELLIP H (05/09/94)  752.26   (m)                       GP(       ) 4 2
 DP0461  NAD 83(1986)-  33 11 43.10917(N)    101 20 55.30649(W) AD(       ) 2
 DP0461  NAD 27      -  33 11 42.76764(N)    101 20 53.82024(W) AD(       ) 2
 DP0461  NAVD 88 (05/09/94)  777.48   (m)         2550.8    (f) LEVELING    3  
 DP0461
 DP0461.Superseded values are not recommended for survey control.
 DP0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0461.See file dsdata.txt to determine how the superseded data were derived.
 DP0461
 DP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB8105475397(NAD 83)
 DP0461_MARKER: DS = TRIANGULATION STATION DISK
 DP0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0461_SP_SET: CONCRETE POST
 DP0461_STAMPING: POST 1968
 DP0461_MARK LOGO: CGS   
 DP0461_PROJECTION: PROJECTING 5 CENTIMETERS
 DP0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0461+STABILITY: SURFACE MOTION
 DP0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0461+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1998
 DP0461
 DP0461  HISTORY     - Date     Condition        Report By
 DP0461  HISTORY     - 1968     MONUMENTED       CGS
 DP0461  HISTORY     - 1982     GOOD             NGS
 DP0461  HISTORY     - 1982     GOOD             NGS
 DP0461  HISTORY     - 1984     GOOD             USPSQD
 DP0461  HISTORY     - 19930212 GOOD             NGS
 DP0461  HISTORY     - 19950729 GOOD             NGS
 DP0461  HISTORY     - 19980130 GOOD             NGS
 DP0461  HISTORY     - 19990415 GOOD             TXDOT
 DP0461  HISTORY     - 20050526 GOOD             USPSQD
 DP0461
 DP0461                          STATION DESCRIPTION
 DP0461
 DP0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0461'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF WHERE
 DP0461'U.S. HIGHWAY 380 CROSSES THE NORTH FORK OF THE DOUBLE MOUNTAIN
 DP0461'FORK OF THE BRAZOS RIVER, 2 MILES EAST OF THE CENTER OF POST
 DP0461'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 380.
 DP0461'
 DP0461'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 DP0461'380 IN POST, GO EAST ON U.S. HIGHWAY 380 FOR 1.3 MILES TO THE
 DP0461'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.4
 DP0461'MILE TO THE STATION ON THE RIGHT.
 DP0461'
 DP0461'THE STATION MARK IS A STANDARD DISK, STAMPED POST 1968, SET
 DP0461'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 DP0461'4 INCHES ABOVE THE GROUND.  IT IS 57.3 FEET SOUTH OF THE CENTER
 DP0461'OF U.S. HIGHWAY 380, 4.5 FEET NORTHEAST OF A FENCE CORNER POST
 DP0461'AND 3.5 FEET NORTH OF A METAL WITNESS POST WHICH IS SET IN THE
 DP0461'FENCE LINE.
 DP0461'
 DP0461'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POST NO 1 1968,
 DP0461'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 DP0461'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 58.5 FEET SOUTH OF
 DP0461'THE CENTER OF THE HIGHWAY, 38.5 FEET EAST OF THE CORNER POST,
 DP0461'34.7 FEET EAST OF THE METAL WITNESS POST AND 1.3 FEET NORTH OF
 DP0461'THE FENCE.
 DP0461'
 DP0461'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POST NO 2 1968,
 DP0461'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 DP0461'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 59.0 FEET SOUTH OF
 DP0461'THE CENTER OF THE HIGHWAY, 38.7 FEET WEST OF THE METAL WITNESS
 DP0461'POST, 34.7 FEET WEST OF THE CORNER POST AND 1 FOOT NORTH OF THE
 DP0461'FENCE.
 DP0461'
 DP0461'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED POST 1968, SET
 DP0461'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 DP0461'8 INCHES ABOVE THE GROUND.  IT IS 58.8 FEET NORTH OF THE CENTER
 DP0461'OF U.S. HIGHWAY 380, 3 FEET EAST OF A POWER POLE, 2 FEET
 DP0461'SOUTHEAST OF A METAL WITNESS POST AND 1-1/2 FEET SOUTH OF A
 DP0461'FENCE.
 DP0461'
 DP0461'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DP0461
 DP0461                          STATION RECOVERY (1982)
 DP0461
 DP0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DP0461'THE STATION, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WAS
 DP0461'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 DP0461
 DP0461                          STATION RECOVERY (1982)
 DP0461
 DP0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0461'2.9 KM (1.8 MI) EAST FROM POST.
 DP0461'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DP0461'2.9 KM (1.8 MI) EASTERLY ALONG U.S. HIGHWAY 380 (MAIN STREET) FROM
 DP0461'ITS JUNCTION WITH U.S. HIGHWAY 84 IN POST, 17.5 METERS (57.4 FT)
 DP0461'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.1 METERS (6.9 FT)
 DP0461'NORTHEAST OF A UTILITY POLE, 1.5 METERS (4.9 FT) NORTH-NORTHEAST OF A
 DP0461'FENCE CORNER AND 1.0 METER (3.3 FT) NORTHWEST OF A FENCE.
 DP0461'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DP0461
 DP0461                          STATION RECOVERY (1984)
 DP0461
 DP0461'RECOVERY NOTE BY US POWER SQUADRON 1984
 DP0461'RECOVERED IN GOOD CONDITION.
 DP0461
 DP0461                          STATION RECOVERY (1993)
 DP0461
 DP0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DP0461'STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) EAST OF POST, ALONG U.S.
 DP0461'HIGHWAY 380, AT MILE 330.4, ON THE RIGHT-OF-WAY, ADJACENT TO A FIELD.
 DP0461'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 DP0461'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 84, 380 EAST AND FARM ROAD
 DP0461'669 IN POST, GO EAST THROUGH TOWN ON HIGHWAY 380 FOR 1.85 KM
 DP0461'(1.15 MI) TO A FORK (ROAD RIGHT LEADS TO CEMETERY).  KEEP LEFT ON
 DP0461'HIGHWAY FOR 0.32 KM (0.20 MI) TO THE AZIMUTH MARK ON THE LEFT.
 DP0461'CONTINUE AHEAD FOR 0.70 KM (0.45 MI) TO THE STATION ON THE RIGHT.
 DP0461'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 DP0461'PROJECTING 10 CM ABOVE GROUND.  POST IS CHIPPED BUT SOLID.  IT IS
 DP0461'17.1 M (56.1 FT) SOUTH OF, AND SLIGHTLY HIGHER THAN THE HIGHWAY
 DP0461'CENTER, 1.1 M (3.6 FT) NORTH OF THE RIGHT-OF-WAY FENCE, 1.6 M
 DP0461'(5.2 FT) NORTHEAST OF A T-FENCE CORNER, AND 0.4 M (1.3 FT) NORTH OF A
 DP0461'METAL WITNESS POST.
 DP0461
 DP0461                          STATION RECOVERY (1995)
 DP0461
 DP0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DP0461'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF POST, ON THE
 DP0461'RIGHT-OF-WAY OF U.S.  HIGHWAY 380.  TO REACH THE STATION FROM THE
 DP0461'JUNCTION OF U.S.  HIGHWAYS 84 AND 380 IN POST, GO EAST ON HIGHWAY 380
 DP0461'FOR 2.1 KM (1.30 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 DP0461'ON THE HIGHWAY FOR 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.  THE
 DP0461'STATION IS 17.5 M (57.4 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 1.4 M
 DP0461'(4.6 FT) NORTHEAST OF A FENCE CORNER POST, 1.1 M (3.6 FT) NORTH OF A
 DP0461'METAL WITNESS POST, AND THE MONUMENT IS PROJECTING 0.1 M (0.3 FT)
 DP0461'ABOVE THE GROUND SURFACE.
 DP0461
 DP0461                          STATION RECOVERY (1998)
 DP0461
 DP0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DP0461'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF POST, ALONG THE
 DP0461'SOUTHEAST SIDE OF U.S. HIGHWAY 380, JUST NORTHWEST OF THE RIGHT-OF-WAY
 DP0461'FENCE AT A Y JUNCTION IN THE FENCE.  OWNERSHIP--TEXAS DEPARTMENT OF
 DP0461'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DP0461'HIGHWAYS 84 AND 380 NEAR THE CENTER OF POST, GO EAST FOR 2.1 KM (1.30
 DP0461'MI) ALONG HIGHWAY 380 TO THE AZIMUTH MARK ON THE LEFT. CONTINUE EAST,
 DP0461'FOR 0.67 KM (0.40 MI) ALONG THE HIGHWAY TO THE STATION ON THE RIGHT.
 DP0461'STATION IS 17.3 M (56.8 FT) SOUTHEAST OF THE HIGHWAY CENTER, 1.2 M
 DP0461'(3.9 FT) NORTH OF THE MIDDLE 1 OF 3 BRACED FENCE POSTS, 0.8 M (2.6 FT)
 DP0461'NORTHWEST OF THE RIGHT-OF-WAY FENCE, 0.3 M (1.0 FT) NORTHWEST OF A
 DP0461'METAL WITNESS POST, AND THE MONUMENT IS ABOUT 0.4 M (1.3 FT) ABOVE THE
 DP0461'HIGHWAY LEVEL AND PROJECTING ABOUT 0.1 M (0.3 FT) ABOVE THE GROUND
 DP0461'SURFACE.  BY R.G. HAYES
 DP0461
 DP0461                          STATION RECOVERY (1999)
 DP0461
 DP0461'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 DP0461'STATION, RM1, RM2, AZIMUTH MARK RECOVERED.
 DP0461
 DP0461                          STATION RECOVERY (2005)
 DP0461
 DP0461'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DP0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0583 ***********************************************************************
 BN0583  DESIGNATION -  POST
 BN0583  PID         -  BN0583
 BN0583  STATE/COUNTY-  TX/BURNET
 BN0583  USGS QUAD   -  BURNET (1967)
 BN0583
 BN0583                         *CURRENT SURVEY CONTROL
 BN0583  ___________________________________________________________________
 BN0583* NAD 83(1993)-  30 45 06.96479(N)    098 14 40.32402(W)     ADJUSTED  
 BN0583* NAVD 88     -       471.2    (meters)    1546.     (feet)  VERTCON   
 BN0583  ___________________________________________________________________
 BN0583  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 BN0583  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 BN0583
 BN0583  HORZ ORDER  -  FIRST
 BN0583
 BN0583.The horizontal coordinates were established by classical geodetic methods
 BN0583.and adjusted by the National Geodetic Survey in February 1996..
 BN0583
 BN0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0583
 BN0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0583
 BN0583.The geoid height was determined by GEOID03.
 BN0583
 BN0583;                    North         East     Units Scale Factor Converg.
 BN0583;SPC TX C     - 3,122,184.913   899,970.212   MT  0.99989117   +1 04 33.1
 BN0583;SPC TX C     -10,243,368.34  2,952,652.27   sFT  0.99989117   +1 04 33.1
 BN0583;UTM  14      - 3,402,354.351   572,308.347   MT  0.99966450   +0 23 10.7
 BN0583
 BN0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0583!SPC TX C     -   0.99992985  x   0.99989117  =   0.99982103
 BN0583!UTM  14      -   0.99992985  x   0.99966450  =   0.99959438
 BN0583
 BN0583|---------------------------------------------------------------------|
 BN0583| PID    Reference Object                     Distance      Geod. Az  |
 BN0583|                                                           dddmmss.s |
 BN0583| CV5143 POST RM 2                            37.245 METERS 00056     |
 BN0583| CV5142 POST RM 1                            21.992 METERS 33005     |
 BN0583|---------------------------------------------------------------------|
 BN0583
 BN0583                          SUPERSEDED SURVEY CONTROL
 BN0583
 BN0583  NAD 83(1986)-  30 45 06.97580(N)    098 14 40.31047(W) AD(       ) 1
 BN0583  NAD 27      -  30 45 06.32100(N)    098 14 39.21800(W) AD(       ) 1
 BN0583  NGVD 29 (07/19/86)  471.1    (m)         1546.     (f) VERT ANG       
 BN0583
 BN0583.Superseded values are not recommended for survey control.
 BN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0583.See file dsdata.txt to determine how the superseded data were derived.
 BN0583
 BN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7230802354(NAD 83)
 BN0583_MARKER: N = NAIL
 BN0583_SETTING: 0 = UNSPECIFIED SETTING
 BN0583
 BN0583  HISTORY     - Date     Condition        Report By
 BN0583  HISTORY     - 1903     MONUMENTED       CGS
 BN0583  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0583  HISTORY     - 1969     MARK NOT FOUND   CGS
 BN0583
 BN0583                          STATION DESCRIPTION
 BN0583
 BN0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (WHB)
 BN0583'STATION IS ABOUT 1 MILE W OF BURNET, ON POST MOUNTAIN, IN
 BN0583'A PASTURE BELONGING TO MR. JAMES COLE, WHO LIVES AT BURNET,
 BN0583'NEAR THE S EDGE OF A SMALL OPEN ROCKY SPACE NEAR THE S EDGE
 BN0583'OF THE MOUNTAIN, 8 OR 9 PACES FROM THE BROW.  THE TOP OF THE
 BN0583'MOUNTAIN IS COVERED WITH SMALL BRUSH AND TREES 10 TO 20 FEET
 BN0583'HIGH.
 BN0583'
 BN0583'SURFACE MARK IS NAIL IN IRON PIPE SET IN CONCRETE.
 BN0583'
 BN0583'UNDERGROUND MARK IS NAIL SET IN CONCRETE IN SOLID ROCK.
 BN0583'
 BN0583'THERE ARE TWO REFERENCE MARKS, DRILL HOLES IN SOLID ROCK.
 BN0583'REFERENCE MARK NO. 1 IS ON THE HIGHEST PART OF A LARGE FLAT
 BN0583'ROCK RISING ABOUT 8 INCHES ABOVE THE GROUND AT THE W EDGE
 BN0583'OF THE OPEN SPACE AT THE S BROW OF THE MOUNTAIN, ABOUT 21
 BN0583'PACES FROM THE S BROW, 29 PACES FROM THE BROW TO THE WESTWARD,
 BN0583'AND 55 PACES FROM THE BROW TO THE EASTWARD.  IT IS 21.992
 BN0583'METERS (72.15 FEET) FROM THE STATION N 29 DEG 55 MIN W.
 BN0583'REFERENCE MARK NO. 2 IS ON A LARGE FLAT ROCK RISING 5 INCHES
 BN0583'ABOVE THE GROUND AT THE N EDGE OF THE OPEN SPACE MENTIONED
 BN0583'ABOVE, AND 37.245 METERS (122.19 FEET) FROM THE STATION
 BN0583'N 0 DEG 56 MIN E.  THE DISTANCES AND AZIMUTHS TO
 BN0583'OTHER POINTS ARE--WITNESS TREE, A SCRUB OAK ABOUT 15 FEET
 BN0583'HIGH AND 10 INCHES IN DIAMETER AT BLAZE ABOUT 2 FEET FROM
 BN0583'GROUND ON SIDE FACING STATION, AND HAVING A NAIL IN
 BN0583'CENTER OF TRIANGLE FORMED BY 6 OTHER NAILS IN BLAZE, 8.38
 BN0583'METERS (27.5 FEET), 138 DEG.  HIGH SCHOOL, BURNET, 1
 BN0583'MILE, 239 DEG.  COURTHOUSE, BURNET, 1 MILE, 251 DEG 32 MIN
 BN0583'35 SEC.  CENTER CHIMNEY OF MR.  PAIRES HOUSE, 1 MILE, 111 DEG
 BN0583'13 MIN 06 SEC.  RAILROAD WATER TANK 1/2 MILE S OF BURNET
 BN0583'285 DEG 14 MIN 54 SEC.  ELEVATION OF STATION, 471.1 METERS
 BN0583'(1,546 FEET).
 BN0583
 BN0583                          STATION RECOVERY (1967)
 BN0583
 BN0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0583'STATION NOT FOUND.
 BN0583'
 BN0583'STATION PROBABLY HAS BEEN DESTROYED INCLUDING REFERENCE MARKS.
 BN0583'THE AREA ON TOP OF THE MOUNTAIN WAS LOGGED OFF MANY YEARS
 BN0583'AGO AND THERE HAS BEEN DOZER WORK DONE ON TOP IN RECENT YEARS.
 BN0583'
 BN0583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ONE (1 MILE)
 BN0583'MILE W OF BURNET ON POST MOUNTAIN.
 BN0583
 BN0583                          STATION RECOVERY (1969)
 BN0583
 BN0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BN0583'A LONG SEARCH WAS MADE FOR THIS STATION BUT NO TRACE COULD BE
 BN0583'FOUND.  THE TOP OF THE HILL HAS HAD SOME GRADING DONE BY
 BN0583'HEAVY EQUIPMENT FOR THE ARMY AND IT IS ASSUMED THAT THE STONES
 BN0583'THAT THE REFERENCE MARKS WERE IN ARE EITHER COVERED OR GONE
 BN0583'ALONG WITH THE STATION MARK.
 BN0583'
 BN0583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 BN0583'WEST OF BURNET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1039 ***********************************************************************
 CT1039  DESIGNATION -  POST
 CT1039  PID         -  CT1039
 CT1039  STATE/COUNTY-  TX/STEPHENS
 CT1039  USGS QUAD   -  BUCK MOUNTAIN (1982)
 CT1039
 CT1039                         *CURRENT SURVEY CONTROL
 CT1039  ___________________________________________________________________
 CT1039* NAD 83(1993)-  32 42 55.46194(N)    098 58 21.97068(W)     ADJUSTED  
 CT1039* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 CT1039  ___________________________________________________________________
 CT1039  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 CT1039  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CT1039
 CT1039  HORZ ORDER  -  THIRD
 CT1039
 CT1039.The horizontal coordinates were established by classical geodetic methods
 CT1039.and adjusted by the National Geodetic Survey in February 1996..
 CT1039
 CT1039.The orthometric height was scaled from a topographic map.
 CT1039
 CT1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1039
 CT1039.The geoid height was determined by GEOID03.
 CT1039
 CT1039;                    North         East     Units Scale Factor Converg.
 CT1039;SPC TXNC     - 2,116,394.417   555,681.897   MT  0.99988973   -0 15 28.2
 CT1039;SPC TXNC     - 6,943,537.35  1,823,099.69   sFT  0.99988973   -0 15 28.2
 CT1039;UTM  14      - 3,619,737.883   502,551.883   MT  0.99960008   +0 00 53.0
 CT1039
 CT1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1039!SPC TXNC     -   0.99994036  x   0.99988973  =   0.99983010
 CT1039!UTM  14      -   0.99994036  x   0.99960008  =   0.99954046
 CT1039
 CT1039:                Primary Azimuth Mark                     Grid Az
 CT1039:SPC TXNC     -  WEST TANK                                041 13 10.8
 CT1039:UTM  14      -  WEST TANK                                040 56 49.6
 CT1039
 CT1039|---------------------------------------------------------------------|
 CT1039| PID    Reference Object                     Distance      Geod. Az  |
 CT1039|                                                           dddmmss.s |
 CT1039| CT1043 WEST TANK                           APPROX. 6.2 KM 0405742.6 |
 CT1039|---------------------------------------------------------------------|
 CT1039
 CT1039                          SUPERSEDED SURVEY CONTROL
 CT1039
 CT1039  NAD 83(1986)-  32 42 55.46678(N)    098 58 21.97240(W) AD(       ) 3
 CT1039  NAD 27      -  32 42 55.02378(N)    098 58 20.72692(W) AD(       ) 3
 CT1039
 CT1039.Superseded values are not recommended for survey control.
 CT1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1039.See file dsdata.txt to determine how the superseded data were derived.
 CT1039
 CT1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB0255219738(NAD 83)
 CT1039_MARKER: DD = SURVEY DISK
 CT1039_SETTING: 80 = SET IN A BOULDER
 CT1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1039+STABILITY: SURFACE MOTION
 CT1039
 CT1039  HISTORY     - Date     Condition        Report By
 CT1039  HISTORY     - 1960     MONUMENTED       USGS
 CT1039
 CT1039                          STATION DESCRIPTION
 CT1039
 CT1039'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CT1039'STATION LIES ABOUT 2.5 MI. S. AND 3.5 MI. W. OF BRECKENRIDGE, TEXAS,
 CT1039'ABOUT 500 FT. SW. OF STOCK POIND IN SADDLE, ON SW. NOSE OF HILL
 CT1039'ABOUT 2 FT. LOWER THAN HIGHEST POINT OF HILL.
 CT1039'
 CT1039'TO REACH FROM POST OFFICE IN BRECKENRIDGE, PROCEED S. ALONG U.S.
 CT1039'HIGHWAY 183 1.6 MI., THENCE WESTERLY ALONG GRADED RD. 4.0 MI. TO
 CT1039'T-RD. S., GO S. 0.5 MI. TO PRIVATE DRIVE S., CONTINUE S. 0.2 MI. TO
 CT1039'FARM HOUSE, TURN SW. 0.2 MI. ACROSS COUNTRY TO STOCK TANK IN SADDLE
 CT1039'AND STATION.
 CT1039'
 CT1039'STATION MARK--STANDARD TABLET CEMENTED IN BOULDER PROJECTING 6 IN.
 CT1039'ABOVE GROUND, STAMPED ---POST 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0904 ***********************************************************************
 BP0904  DESIGNATION -  POST
 BP0904  PID         -  BP0904
 BP0904  STATE/COUNTY-  TX/BREWSTER
 BP0904  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0904
 BP0904                         *CURRENT SURVEY CONTROL
 BP0904  ___________________________________________________________________
 BP0904* NAD 83(1993)-  30 09 31.85963(N)    103 16 27.71696(W)     ADJUSTED  
 BP0904* NAVD 88     -      1297.     (meters)    4255.     (feet)  SCALED    
 BP0904  ___________________________________________________________________
 BP0904  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BP0904  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BP0904
 BP0904  HORZ ORDER  -  THIRD
 BP0904
 BP0904.The horizontal coordinates were established by classical geodetic methods
 BP0904.and adjusted by the National Geodetic Survey in February 1996..
 BP0904
 BP0904.The orthometric height was scaled from a topographic map.
 BP0904
 BP0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0904
 BP0904.The geoid height was determined by GEOID03.
 BP0904
 BP0904;                    North         East     Units Scale Factor Converg.
 BP0904;SPC TXSC     - 4,265,260.685   188,346.244   MT  0.99996641   -2 05 38.6
 BP0904;SPC TXSC     -13,993,609.43    617,932.64   sFT  0.99996641   -2 05 38.6
 BP0904;UTM  13      - 3,337,644.918   666,180.251   MT  0.99994071   +0 52 01.8
 BP0904
 BP0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0904!SPC TXSC     -   0.99979967  x   0.99996641  =   0.99976609
 BP0904!UTM  13      -   0.99979967  x   0.99994071  =   0.99974039
 BP0904
 BP0904:                Primary Azimuth Mark                     Grid Az
 BP0904:SPC TXSC     -  LEONARD                                  014 25 27.7
 BP0904:UTM  13      -  LEONARD                                  011 27 47.3
 BP0904
 BP0904|---------------------------------------------------------------------|
 BP0904| PID    Reference Object                     Distance      Geod. Az  |
 BP0904|                                                           dddmmss.s |
 BP0904| BP0901 LEONARD                             APPROX.18.8 KM 0121949.1 |
 BP0904|---------------------------------------------------------------------|
 BP0904
 BP0904                          SUPERSEDED SURVEY CONTROL
 BP0904
 BP0904  NAD 83(1986)-  30 09 31.84949(N)    103 16 27.72343(W) AD(       ) 3
 BP0904  NAD 27      -  30 09 31.26300(N)    103 16 26.14800(W) AD(       ) 3
 BP0904
 BP0904.Superseded values are not recommended for survey control.
 BP0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0904.See file dsdata.txt to determine how the superseded data were derived.
 BP0904
 BP0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP6618037645(NAD 83)
 BP0904_MARKER: DD = SURVEY DISK
 BP0904_SETTING: 66 = SET IN ROCK OUTCROP
 BP0904_SP_SET: SET IN ROCK OUTCROP
 BP0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0904+STABILITY: POSITION/ELEVATION WELL
 BP0904
 BP0904  HISTORY     - Date     Condition        Report By
 BP0904  HISTORY     - 1917     MONUMENTED       USGS
 BP0904
 BP0904                          STATION DESCRIPTION
 BP0904
 BP0904'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 BP0904'FROM MARATHON S. AND A LITTLE W. ABOUT 4 MI., AND ABOUT 1 MI. E. OF
 BP0904'OLD FORT PENA  COLORADO, LOCALLY KNOWN AS ---THE POST---.  UP OVER A
 BP0904'LOW ROCKY HILL SE. OF THE MARATHON- DEL NORTE RD.
 BP0904'
 BP0904'STATION MARK - BRONZE TABLET SET IN SOLID ROCK.
 BP0904'
 BP0904'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1403 ***********************************************************************
 AH1403  DESIGNATION -  POST 1938
 AH1403  PID         -  AH1403
 AH1403  STATE/COUNTY-  TX/KENEDY
 AH1403  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1403
 AH1403                         *CURRENT SURVEY CONTROL
 AH1403  ___________________________________________________________________
 AH1403* NAD 83(1993)-  27 00 54.01553(N)    097 22 48.39476(W)     ADJUSTED  
 AH1403* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1403  ___________________________________________________________________
 AH1403  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AH1403  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AH1403
 AH1403  HORZ ORDER  -  THIRD
 AH1403
 AH1403.The horizontal coordinates were established by classical geodetic methods
 AH1403.and adjusted by the National Geodetic Survey in February 1996..
 AH1403
 AH1403.The orthometric height was scaled from a topographic map.
 AH1403
 AH1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1403
 AH1403.The geoid height was determined by GEOID03.
 AH1403
 AH1403;                    North         East     Units Scale Factor Converg.
 AH1403;SPC TX S     - 5,149,877.342   411,126.689   MT  0.99989482   +0 30 30.4
 AH1403;SPC TX S     -16,895,889.25  1,348,838.15   sFT  0.99989482   +0 30 30.4
 AH1403;UTM  14      - 2,989,129.203   660,709.055   MT  0.99991884   +0 44 09.4
 AH1403
 AH1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1403!SPC TX S     -   1.00000301  x   0.99989482  =   0.99989783
 AH1403!UTM  14      -   1.00000301  x   0.99991884  =   0.99992185
 AH1403
 AH1403                          SUPERSEDED SURVEY CONTROL
 AH1403
 AH1403  NAD 83(1986)-  27 00 54.03460(N)    097 22 48.36889(W) AD(       ) 3
 AH1403  NAD 27      -  27 00 52.84500(N)    097 22 47.42900(W) AD(       ) 3
 AH1403
 AH1403.Superseded values are not recommended for survey control.
 AH1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1403.See file dsdata.txt to determine how the superseded data were derived.
 AH1403
 AH1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6070989129(NAD 83)
 AH1403_MARKER: DS = TRIANGULATION STATION DISK
 AH1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1403_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1403+STABILITY: SURFACE MOTION
 AH1403
 AH1403  HISTORY     - Date     Condition        Report By
 AH1403  HISTORY     - 1938     MONUMENTED       CGS
 AH1403  HISTORY     - 1939     GOOD             CGS
 AH1403  HISTORY     - 1946     MARK NOT FOUND   SUNOCO
 AH1403  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1403
 AH1403                          STATION DESCRIPTION
 AH1403
 AH1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1403'STATION IS ON SAND DUNE 57.75 MILES S OF FISH PIER AT SOUTH
 AH1403'JETTY AT ARANSAS PASS.  THIS DUNE IS HIGHEST IN IMMEDIATE
 AH1403'VICINITY.  BEACH IS NARROW AND COVERED WITH LOOSE SHELL AND
 AH1403'SAND AND BANKS UP ABOUT 1 FOOT AT HIGH-WATER LINE.  THE SAND
 AH1403'DUNES HAVE BEEN PARTIALLY BLOWN AWAY ABOUT 0.2 MILE N AND
 AH1403'EXTENDS 0.4 MILE FURTHER N.
 AH1403'
 AH1403'A 25-FOOT SIGNAL WAS BUILT AND A STANDARD DISK SET IN A
 AH1403'6-INCH SQUARE CONCRETE POST 3-1/2 FEET DEEP.
 AH1403'
 AH1403'NO UNDERGROUND MARK WAS SET.
 AH1403'
 AH1403'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 25 FEET.
 AH1403
 AH1403                          STATION RECOVERY (1946)
 AH1403
 AH1403'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AH1403'THE SAND DUNE THIS MARK WAS PLACED ON HAS BLOWN FARTHER
 AH1403'W AND THE MARK WAS FOUND LYING ON THE SAND.  CONSIDER IT AS
 AH1403'LOST.
 AH1403
 AH1403                          STATION RECOVERY (1949)
 AH1403
 AH1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1403'STATION LOST.  SUN OIL COMPANY IN 1946 FOUND STATION WASHED
 AH1403'OUT.  NO REMAINS OF STATION FOUND IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0622 ***********************************************************************
 DP0622  DESIGNATION -  POST ATT MICROWAVE
 DP0622  PID         -  DP0622
 DP0622  STATE/COUNTY-  TX/GARZA
 DP0622  USGS QUAD   -  POST EAST (1969)
 DP0622
 DP0622                         *CURRENT SURVEY CONTROL
 DP0622  ___________________________________________________________________
 DP0622* NAD 83(1993)-  33 11 55.04949(N)    101 17 24.43110(W)     ADJUSTED  
 DP0622* NAVD 88     -                                                        
 DP0622  ___________________________________________________________________
 DP0622  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DP0622  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 DP0622
 DP0622  HORZ ORDER  -  THIRD
 DP0622
 DP0622.The horizontal coordinates were established by classical geodetic methods
 DP0622.and adjusted by the National Geodetic Survey in February 1996..
 DP0622
 DP0622
 DP0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0622
 DP0622.The geoid height was determined by GEOID03.
 DP0622
 DP0622;                    North         East     Units Scale Factor Converg.
 DP0622;SPC TXNC     - 2,173,333.000   339,903.014   MT  0.99987590   -1 31 18.2
 DP0622;SPC TXNC     - 7,130,343.35  1,115,165.14   sFT  0.99987590   -1 31 18.2
 DP0622;UTM  14      - 3,675,643.618   286,524.253   MT  1.00016191   -1 15 15.9
 DP0622
 DP0622                          SUPERSEDED SURVEY CONTROL
 DP0622
 DP0622  NAD 83(1993)-  33 11 55.05139(N)    101 17 24.42750(W) AD(       ) 4
 DP0622  NAD 83(1986)-  33 11 55.05559(N)    101 17 24.41833(W) AD(       ) 4
 DP0622  NAD 27      -  33 11 54.71430(N)    101 17 22.93651(W) AD(       ) 3
 DP0622
 DP0622.Superseded values are not recommended for survey control.
 DP0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0622.See file dsdata.txt to determine how the superseded data were derived.
 DP0622
 DP0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB8652475644(NAD 83)
 DP0622_MARKER: 45 = MICROWAVE TOWER
 DP0622
 DP0622  HISTORY     - Date     Condition        Report By
 DP0622  HISTORY     - 1968     FIRST OBSERVED   CGS
 DP0622
 DP0622                          STATION DESCRIPTION
 DP0622
 DP0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0622'STATION IS LOCATED 5.1 MILES EAST OF POST AND ALONG THE NORTHWEST
 DP0622'SIDE OF HIGHWAY 380.
 DP0622'
 DP0622'TOWER IS APPROXIMATELY 150 FEET HIGH, WITH TWO FAN REFLECTORS
 DP0622'AT THE TOP AND IT IS PAINTED ALTERNATE RED AND WHITE.
 DP0622'
 DP0622'POINT INTERSECTED WAS THE CENTER OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0460 ***********************************************************************
 DP0460  DESIGNATION -  POST AZ MK
 DP0460  PID         -  DP0460
 DP0460  STATE/COUNTY-  TX/GARZA
 DP0460  USGS QUAD   -  POST EAST (1969)
 DP0460
 DP0460                         *CURRENT SURVEY CONTROL
 DP0460  ___________________________________________________________________
 DP0460* NAD 83(1986)-  33 11 32.     (N)    101 21 18.     (W)     SCALED    
 DP0460* NAVD 88     -       780.398  (meters)    2560.36   (feet)  ADJUSTED  
 DP0460  ___________________________________________________________________
 DP0460  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 DP0460  DYNAMIC HT  -         779.399 (meters)    2557.08  (feet)  COMP
 DP0460  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
 DP0460
 DP0460  VERT ORDER  -  FIRST     CLASS II
 DP0460
 DP0460.The horizontal coordinates were scaled from a topographic map and have
 DP0460.an estimated accuracy of +/- 6 seconds.
 DP0460
 DP0460.The orthometric height was determined by differential leveling
 DP0460.and adjusted by the National Geodetic Survey in June 1991..
 DP0460
 DP0460.The geoid height was determined by GEOID03.
 DP0460
 DP0460.The dynamic height is computed by dividing the NAVD 88
 DP0460.geopotential number by the normal gravity value computed on the
 DP0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0460.degrees latitude (g = 980.6199 gals.).
 DP0460
 DP0460.The modeled gravity was interpolated from observed gravity values.
 DP0460
 DP0460;                    North         East    Units  Estimated Accuracy
 DP0460;SPC TXNC     - 2,172,790.      333,840.      MT  (+/- 180 meters Scaled)
 DP0460
 DP0460                          SUPERSEDED SURVEY CONTROL
 DP0460
 DP0460.No superseded survey control is available for this station.
 DP0460
 DP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB804750(NAD 83)
 DP0460_MARKER: DZ = AZIMUTH MARK DISK
 DP0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0460_SP_SET: CONCRETE POST
 DP0460_STAMPING: POST 1968
 DP0460_MARK LOGO: CGS   
 DP0460_PROJECTION: PROJECTING 5 CENTIMETERS
 DP0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0460+STABILITY: SURFACE MOTION
 DP0460
 DP0460  HISTORY     - Date     Condition        Report By
 DP0460  HISTORY     - 1968     MONUMENTED       CGS
 DP0460  HISTORY     - 1982     GOOD             NGS
 DP0460
 DP0460                          STATION DESCRIPTION
 DP0460
 DP0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0460'2.2 KM (1.35 MI) EAST FROM POST.
 DP0460'2.2 KM (1.35 MI) EASTERLY ALONG U.S. HIGHWAY 380 (MAIN STREET) FROM
 DP0460'ITS JUNCTION WITH U.S. HIGHWAY 84, ACROSS THE HIGHWAY FROM THE
 DP0460'APPROXIMATE CENTER OF THE TERRACE CEMETERY, 17.8 METERS (58.4 FT)
 DP0460'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER (3.0 FT)
 DP0460'EAST-NORTHEAST OF A UTILITY POLE AND 0.5 METER (1.6 FT)
 DP0460'SOUTH-SOUTHEAST OF A FENCE.
 DP0460'THE MARK IS 0.7 METERS  SSW FROM A WITNESS POST.
 DP0460'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0628 ***********************************************************************
 DP0628  DESIGNATION -  POST COUNTY SHERIFF DEPT MAST
 DP0628  PID         -  DP0628
 DP0628  STATE/COUNTY-  TX/GARZA
 DP0628  USGS QUAD   -  POST WEST (1969)
 DP0628
 DP0628                         *CURRENT SURVEY CONTROL
 DP0628  ___________________________________________________________________
 DP0628* NAD 83(1993)-  33 11 27.31775(N)    101 22 53.78006(W)     ADJUSTED  
 DP0628* NAVD 88     -                                                        
 DP0628  ___________________________________________________________________
 DP0628  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DP0628  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 DP0628
 DP0628  HORZ ORDER  -  THIRD
 DP0628
 DP0628.The horizontal coordinates were established by classical geodetic methods
 DP0628.and adjusted by the National Geodetic Survey in February 1996..
 DP0628
 DP0628
 DP0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0628
 DP0628.The geoid height was determined by GEOID03.
 DP0628
 DP0628;                    North         East     Units Scale Factor Converg.
 DP0628;SPC TXNC     - 2,172,709.292   331,353.315   MT  0.99987557   -1 34 17.8
 DP0628;SPC TXNC     - 7,128,297.07  1,087,115.00   sFT  0.99987557   -1 34 17.8
 DP0628;UTM  14      - 3,674,979.824   277,974.916   MT  1.00020782   -1 18 15.5
 DP0628
 DP0628                          SUPERSEDED SURVEY CONTROL
 DP0628
 DP0628  NAD 83(1993)-  33 11 27.31868(N)    101 22 53.77018(W) AD(       ) 4
 DP0628  NAD 83(1986)-  33 11 27.32408(N)    101 22 53.76695(W) AD(       ) 4
 DP0628  NAD 27      -  33 11 26.98204(N)    101 22 52.27776(W) AD(       ) 3
 DP0628
 DP0628.Superseded values are not recommended for survey control.
 DP0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0628.See file dsdata.txt to determine how the superseded data were derived.
 DP0628
 DP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7797574980(NAD 83)
 DP0628
 DP0628  HISTORY     - Date     Condition        Report By
 DP0628  HISTORY     - 1968     FIRST OBSERVED   CGS
 DP0628
 DP0628                          STATION DESCRIPTION
 DP0628
 DP0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0628'STATION IS LOCATED IN THE LAWN JUST WEST OF THE GARZA COUNTY
 DP0628'COURTHOUSE IN POST.  THE MAST IS UNPAINTED AND APPROXIMATELY
 DP0628'150 FEET HIGH.
 DP0628'
 DP0628'POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2082 ***********************************************************************
 AN2082  DESIGNATION -  POST OAK
 AN2082  PID         -  AN2082
 AN2082  STATE/COUNTY-  TX/GOLIAD
 AN2082  USGS QUAD   -  WEESATCHE (1987)
 AN2082
 AN2082                         *CURRENT SURVEY CONTROL
 AN2082  ___________________________________________________________________
 AN2082* NAD 83(1993)-  28 48 44.82794(N)    097 27 58.63295(W)     ADJUSTED  
 AN2082* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 AN2082  ___________________________________________________________________
 AN2082  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AN2082  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN2082
 AN2082  HORZ ORDER  -  FIRST
 AN2082
 AN2082.The horizontal coordinates were established by classical geodetic methods
 AN2082.and adjusted by the National Geodetic Survey in February 1996..
 AN2082
 AN2082.The orthometric height was scaled from a topographic map.
 AN2082
 AN2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2082
 AN2082.The geoid height was determined by GEOID03.
 AN2082
 AN2082;                    North         East     Units Scale Factor Converg.
 AN2082;SPC TXSC     - 4,109,495.358   749,693.705   MT  0.99990452   +0 45 05.0
 AN2082;SPC TXSC     -13,482,569.35  2,459,620.10   sFT  0.99990452   +0 45 05.0
 AN2082;UTM  14      - 3,188,172.749   649,662.046   MT  0.99987642   +0 44 21.5
 AN2082
 AN2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2082!SPC TXSC     -   0.99998902  x   0.99990452  =   0.99989355
 AN2082!UTM  14      -   0.99998902  x   0.99987642  =   0.99986545
 AN2082
 AN2082:                Primary Azimuth Mark                     Grid Az
 AN2082:SPC TXSC     -  WESER ASK LUTH CHURCH SPIRE              065 59 26.6
 AN2082:UTM  14      -  WESER ASK LUTH CHURCH SPIRE              066 00 10.1
 AN2082
 AN2082|---------------------------------------------------------------------|
 AN2082| PID    Reference Object                     Distance      Geod. Az  |
 AN2082|                                                           dddmmss.s |
 AN2082| AN2080 WESER ASK LUTH CHURCH SPIRE         APPROX.12.9 KM 0664431.6 |
 AN2082| CV5145 POST OAK RM 1                        34.241 METERS 13040     |
 AN2082| CV5144 POST OAK AZ MK                                     1872734.9 |
 AN2082| CV5146 POST OAK RM 2                        31.038 METERS 35106     |
 AN2082|---------------------------------------------------------------------|
 AN2082
 AN2082                          SUPERSEDED SURVEY CONTROL
 AN2082
 AN2082  NAD 83(1986)-  28 48 44.83392(N)    097 27 58.61762(W) AD(       ) 1
 AN2082  NAD 27      -  28 48 43.88900(N)    097 27 57.63500(W) AD(       ) 1
 AN2082
 AN2082.Superseded values are not recommended for survey control.
 AN2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2082.See file dsdata.txt to determine how the superseded data were derived.
 AN2082
 AN2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4966288173(NAD 83)
 AN2082_MARKER: DS = TRIANGULATION STATION DISK
 AN2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2082
 AN2082  HISTORY     - Date     Condition        Report By
 AN2082  HISTORY     - 1952     MONUMENTED       CGS
 AN2082  HISTORY     - 1963     GOOD             CGS
 AN2082
 AN2082                          STATION DESCRIPTION
 AN2082
 AN2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2082'THE STATION IS LOCATED ABOUT 11 MI. NNW OF GOLIAD, 4 MI. S OF
 AN2082'WEESATCHE, 57 FEET N OF A CATTLE GUARD, 56 FEET N OF A TRACK
 AN2082'ROAD, 32 FEET E OF THE APPROXIMATE CENTER OF A DIRT ROAD,
 AN2082'15 FEET E OF A WITNESS POST, AND ON LAND OWNED BY MR.
 AN2082'GRUETZMACHER.
 AN2082'
 AN2082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AN2082'AND FARM ROAD 1726, WHICH IS 2 MI. SW OF GOLIAD.  GO NORTH ON
 AN2082'FARM ROAD 1726 FOR 11.8 MI. TO THE JUNCTION OF FARM ROAD
 AN2082'884.  TURN RIGHT AND GO E ON FARM ROAD 884 FOR 4.7 MI. TO
 AN2082'A T ROAD RIGHT.  TURN RIGHT AND GO S ON A DIRT ROAD FOR 1.8
 AN2082'MI. TO THE STATION ON LEFT, E SIDE OF THE ROAD.  TO REACH
 AN2082'THE AZIMUTH MARK FROM HERE.  CONTINUE S ON THE DIRT ROAD FOR
 AN2082'0.35 MI. TO THE MARK ON THE RIGHT W SIDE OF THE ROAD AS
 AN2082'DESCRIBED.
 AN2082'
 AN2082'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF
 AN2082'A CONCRETE POST THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 AN2082'POST OAK 1952.
 AN2082'
 AN2082'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 AN2082'TOP OF A CONCRETE CYLINDER THAT PROJECTS 3 INCHES AND THE
 AN2082'DISK IS STAMPED POST OAK NO 1 1952.  IT IS 20 FEET S OF A
 AN2082'TRACK ROAD AND 1 FOOT N OF A FENCE LINE.
 AN2082'
 AN2082'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE TOP
 AN2082'OF A CONCRETE CYLINDER THAT PROJECTS 3 INCHES, AND THE DISK
 AN2082'IS STAMPED POST OAK NO 2 1952.  IT IS 12 FEET E OF THE APPROXIMATE
 AN2082'CENTER OF A DIRT ROAD AND 1 FOOT E OF A FENCE LINE.
 AN2082'
 AN2082'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP
 AN2082'OF A CONCRETE CYLINDER THAT PROJECTS 3 INCHES AND THE DISK
 AN2082'IS STAMPED POST OAK 1952.  IT IS 20 FEET W OF THE APPROXIMATE
 AN2082'CENTER OF A DIRT ROAD, 4 FEET N OF A WITNESS POST AND 2 FEET W OF
 AN2082'A SMALL WOODEN CORRAL.
 AN2082'
 AN2082'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2082
 AN2082                          STATION RECOVERY (1963)
 AN2082
 AN2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2082'STATION AND REFERENCE MARKER NO. 1 WERE RECOVERED IN GOOD
 AN2082'CONDITION.
 AN2082'
 AN2082'REFERENCE MARK NO. 2 WAS RECOVERED IN POOR CONDITION.  IT HAS
 AN2082'BEEN UPROOTED AND LAYING ON SIDE 1 FT. INSIDE OF EAST WIRE FENCE.
 AN2082'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1237 ***********************************************************************
 CT1237  DESIGNATION -  POST OAK
 CT1237  PID         -  CT1237
 CT1237  STATE/COUNTY-  TX/STEPHENS
 CT1237  USGS QUAD   -  BRAD (1979)
 CT1237
 CT1237                         *CURRENT SURVEY CONTROL
 CT1237  ___________________________________________________________________
 CT1237* NAD 83(1993)-  32 48 03.53346(N)    098 35 46.64824(W)     ADJUSTED  
 CT1237* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 CT1237  ___________________________________________________________________
 CT1237  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CT1237  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CT1237
 CT1237  HORZ ORDER  -  THIRD
 CT1237
 CT1237.The horizontal coordinates were established by classical geodetic methods
 CT1237.and adjusted by the National Geodetic Survey in February 1996..
 CT1237
 CT1237.The orthometric height was scaled from a topographic map.
 CT1237
 CT1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1237
 CT1237.The geoid height was determined by GEOID03.
 CT1237
 CT1237;                    North         East     Units Scale Factor Converg.
 CT1237;SPC TXNC     - 2,125,788.072   590,982.196   MT  0.99988214   -0 03 09.1
 CT1237;SPC TXNC     - 6,974,356.37  1,938,914.09   sFT  0.99988214   -0 03 09.1
 CT1237;UTM  14      - 3,629,296.225   537,797.367   MT  0.99961762   +0 13 07.3
 CT1237
 CT1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1237!SPC TXNC     -   0.99993850  x   0.99988214  =   0.99982065
 CT1237!UTM  14      -   0.99993850  x   0.99961762  =   0.99955614
 CT1237
 CT1237                          SUPERSEDED SURVEY CONTROL
 CT1237
 CT1237  NAD 83(1993)-  32 48 03.53362(N)    098 35 46.64098(W) AD(       ) 3
 CT1237  NAD 83(1986)-  32 48 03.53912(N)    098 35 46.63490(W) AD(       ) 3
 CT1237
 CT1237.Superseded values are not recommended for survey control.
 CT1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1237.See file dsdata.txt to determine how the superseded data were derived.
 CT1237
 CT1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3779729296(NAD 83)
 CT1237_MARKER: H = DRILL HOLE
 CT1237_SETTING: 80 = SET IN A BOULDER
 CT1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1237+STABILITY: SURFACE MOTION
 CT1237
 CT1237  HISTORY     - Date     Condition        Report By
 CT1237  HISTORY     - 1923     MONUMENTED       USGS
 CT1237
 CT1237                          STATION DESCRIPTION
 CT1237
 CT1237'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 CT1237'ON R. Q. LEES LAND, ABOUT 4.5 MI. W. OF N. OF JEREHART TOWNSITE AND
 CT1237'7 MI. (AIRLINE) NW. OF BRAD POST OFFICE.  STATION IS ON A SMALL KNOLL
 CT1237'COVERED WITH POST OAK TIMBER, ABOUT 1 ACRE IN SIZE ON TOP.
 CT1237'
 CT1237'STATION MARK--CROSS, DRILL HOLE AND USGS ON A HARD SAND ROCK, ABOUT
 CT1237'LEVEL WITH SURFACE OF THE GROUND AND SLIGHTLY NE. OF THE CENTER OF
 CT1237'THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0624 ***********************************************************************
 DP0624  DESIGNATION -  POST POSTEX MILLS CO STACK
 DP0624  PID         -  DP0624
 DP0624  STATE/COUNTY-  TX/GARZA
 DP0624  USGS QUAD   -  POST EAST (1969)
 DP0624
 DP0624                         *CURRENT SURVEY CONTROL
 DP0624  ___________________________________________________________________
 DP0624* NAD 83(1993)-  33 11 10.46791(N)    101 22 14.33473(W)     ADJUSTED  
 DP0624* NAVD 88     -                                                        
 DP0624  ___________________________________________________________________
 DP0624  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DP0624  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 DP0624
 DP0624  HORZ ORDER  -  THIRD
 DP0624
 DP0624.The horizontal coordinates were established by classical geodetic methods
 DP0624.and adjusted by the National Geodetic Survey in February 1996..
 DP0624
 DP0624
 DP0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0624
 DP0624.The geoid height was determined by GEOID03.
 DP0624
 DP0624;                    North         East     Units Scale Factor Converg.
 DP0624;SPC TXNC     - 2,172,162.479   332,360.383   MT  0.99987537   -1 33 56.3
 DP0624;SPC TXNC     - 7,126,503.07  1,090,419.02   sFT  0.99987537   -1 33 56.3
 DP0624;UTM  14      - 3,674,437.538   278,984.858   MT  1.00020230   -1 17 53.3
 DP0624
 DP0624                          SUPERSEDED SURVEY CONTROL
 DP0624
 DP0624  NAD 83(1993)-  33 11 10.46905(N)    101 22 14.33202(W) AD(       ) 4
 DP0624  NAD 83(1986)-  33 11 10.47433(N)    101 22 14.31988(W) AD(       ) 4
 DP0624  NAD 27      -  33 11 10.13216(N)    101 22 12.83200(W) AD(       ) 3
 DP0624
 DP0624.Superseded values are not recommended for survey control.
 DP0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0624.See file dsdata.txt to determine how the superseded data were derived.
 DP0624
 DP0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7898574438(NAD 83)
 DP0624_MARKER: 63 = STACK
 DP0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0624+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DP0624
 DP0624  HISTORY     - Date     Condition        Report By
 DP0624  HISTORY     - 1968     FIRST OBSERVED   CGS
 DP0624  HISTORY     - 20030719 GOOD             USPSQD
 DP0624  HISTORY     - 20050526 GOOD             USPSQD
 DP0624
 DP0624                          STATION DESCRIPTION
 DP0624
 DP0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0624'STATION IS LOCATED IN THE SOUTHEAST EDGE OF POST AT THE POSTEX
 DP0624'MILLS COMPANY PLANT.
 DP0624'
 DP0624'THE STACK PROJECTS FROM THE YELLOW BRICK POWER PLANT ROOF, IT
 DP0624'IS APPROXIMATELY 180 FEET.
 DP0624'
 DP0624'POINT INTERSECTED WAS THE TOP OF STACK.
 DP0624
 DP0624                          STATION RECOVERY (2003)
 DP0624
 DP0624'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 DP0624'RECOVERED IN GOOD CONDITION.
 DP0624
 DP0624                          STATION RECOVERY (2005)
 DP0624
 DP0624'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DP0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0625 ***********************************************************************
 DP0625  DESIGNATION -  POST RAD STA KPOS MAST
 DP0625  PID         -  DP0625
 DP0625  STATE/COUNTY-  TX/GARZA
 DP0625  USGS QUAD   -  POST EAST (1969)
 DP0625
 DP0625                         *CURRENT SURVEY CONTROL
 DP0625  ___________________________________________________________________
 DP0625* NAD 83(1993)-  33 10 45.51619(N)    101 22 14.62662(W)     ADJUSTED  
 DP0625* NAVD 88     -                                                        
 DP0625  ___________________________________________________________________
 DP0625  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DP0625  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 DP0625
 DP0625  HORZ ORDER  -  THIRD
 DP0625
 DP0625.The horizontal coordinates were established by classical geodetic methods
 DP0625.and adjusted by the National Geodetic Survey in February 1996..
 DP0625
 DP0625
 DP0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0625
 DP0625.The geoid height was determined by GEOID03.
 DP0625
 DP0625;                    North         East     Units Scale Factor Converg.
 DP0625;SPC TXNC     - 2,171,394.363   332,331.825   MT  0.99987510   -1 33 56.4
 DP0625;SPC TXNC     - 7,123,983.01  1,090,325.33   sFT  0.99987510   -1 33 56.4
 DP0625;UTM  14      - 3,673,669.046   278,959.880   MT  1.00020244   -1 17 52.6
 DP0625
 DP0625                          SUPERSEDED SURVEY CONTROL
 DP0625
 DP0625  NAD 83(1993)-  33 10 45.51775(N)    101 22 14.62467(W) AD(       ) 4
 DP0625  NAD 83(1986)-  33 10 45.52266(N)    101 22 14.61172(W) AD(       ) 4
 DP0625  NAD 27      -  33 10 45.17987(N)    101 22 13.12383(W) AD(       ) 3
 DP0625
 DP0625.Superseded values are not recommended for survey control.
 DP0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0625.See file dsdata.txt to determine how the superseded data were derived.
 DP0625
 DP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7896073669(NAD 83)
 DP0625_MARKER: 42 = RADIO/TV MAST
 DP0625
 DP0625  HISTORY     - Date     Condition        Report By
 DP0625  HISTORY     - 1968     FIRST OBSERVED   CGS
 DP0625
 DP0625                          STATION DESCRIPTION
 DP0625
 DP0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0625'STATION IS LOCATED AT THE SOUTHEAST EDGE OF POST AND ABOUT 0.1
 DP0625'MILE NORTH OF U.S. HIGHWAY 84.
 DP0625'
 DP0625'THE MAST IS APPROXIMATELY 200 FEET HIGH AND PAINTED ALTERNATE
 DP0625'RED AND WHITE.
 DP0625'
 DP0625'THE POINT INTERSECTED WAS THE TOP OF MAST.
 DP0625'
 DP0625'TO REACH FROM THE JUNCTION OF HIGHWAYS 84 AND 380 IN POST, GO
 DP0625'SOUTHEAST ON HIGHWAY 84 FOR 1.2 MILES TO THE MAST ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0462 ***********************************************************************
 DP0462  DESIGNATION -  POST RM 1
 DP0462  PID         -  DP0462
 DP0462  STATE/COUNTY-  TX/GARZA
 DP0462  USGS QUAD   -  POST EAST (1969)
 DP0462
 DP0462                         *CURRENT SURVEY CONTROL
 DP0462  ___________________________________________________________________
 DP0462* NAD 83(1986)-  33 11 43.     (N)    101 20 53.     (W)     SCALED    
 DP0462* NAVD 88     -       777.434  (meters)    2550.63   (feet)  ADJUSTED  
 DP0462  ___________________________________________________________________
 DP0462  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 DP0462  DYNAMIC HT  -         776.441 (meters)    2547.37  (feet)  COMP
 DP0462  MODELED GRAV-     979,334.6   (mgal)                       NAVD 88
 DP0462
 DP0462  VERT ORDER  -  FIRST     CLASS II
 DP0462
 DP0462.The horizontal coordinates were scaled from a topographic map and have
 DP0462.an estimated accuracy of +/- 6 seconds.
 DP0462
 DP0462.The orthometric height was determined by differential leveling
 DP0462.and adjusted by the National Geodetic Survey in June 1991..
 DP0462
 DP0462.The geoid height was determined by GEOID03.
 DP0462
 DP0462.The dynamic height is computed by dividing the NAVD 88
 DP0462.geopotential number by the normal gravity value computed on the
 DP0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0462.degrees latitude (g = 980.6199 gals.).
 DP0462
 DP0462.The modeled gravity was interpolated from observed gravity values.
 DP0462
 DP0462;                    North         East    Units  Estimated Accuracy
 DP0462;SPC TXNC     - 2,173,110.      334,490.      MT  (+/- 180 meters Scaled)
 DP0462
 DP0462                          SUPERSEDED SURVEY CONTROL
 DP0462
 DP0462.No superseded survey control is available for this station.
 DP0462
 DP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB811753(NAD 83)
 DP0462_MARKER: DR = REFERENCE MARK DISK
 DP0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0462_SP_SET: CONCRETE POST
 DP0462_STAMPING: POST NO 1 1968
 DP0462_MARK LOGO: CGS   
 DP0462_PROJECTION: PROJECTING 5 CENTIMETERS
 DP0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0462+STABILITY: SURFACE MOTION
 DP0462
 DP0462  HISTORY     - Date     Condition        Report By
 DP0462  HISTORY     - 1968     MONUMENTED       CGS
 DP0462  HISTORY     - 1982     GOOD             NGS
 DP0462
 DP0462                          STATION DESCRIPTION
 DP0462
 DP0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0462'2.9 KM (1.8 MI) EAST FROM POST.
 DP0462'2.9 KM (1.8 MI) EASTERLY ALONG U.S. HIGHWAY 380 (MAIN STREET) FROM
 DP0462'ITS JUNCTION WITH U.S. HIGHWAY 84 IN POST, 17.8 METERS (58.4 FT)
 DP0462'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.6 METERS (34.8 FT)
 DP0462'NORTHEAST OF TRIANGULATION STATION POST AND 0.6 METER (2.0 FT)
 DP0462'NORTHWEST OF A FENCE.
 DP0462'THE MARK IS 10.6 METERS  NW FROM A WITNESS POST.
 DP0462'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0463 ***********************************************************************
 DP0463  DESIGNATION -  POST RM 2
 DP0463  PID         -  DP0463
 DP0463  STATE/COUNTY-  TX/GARZA
 DP0463  USGS QUAD   -  POST EAST (1969)
 DP0463
 DP0463                         *CURRENT SURVEY CONTROL
 DP0463  ___________________________________________________________________
 DP0463* NAD 83(1986)-  33 11 42.     (N)    101 20 55.     (W)     SCALED    
 DP0463* NAVD 88     -       777.378  (meters)    2550.45   (feet)  ADJUSTED  
 DP0463  ___________________________________________________________________
 DP0463  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 DP0463  DYNAMIC HT  -         776.385 (meters)    2547.19  (feet)  COMP
 DP0463  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 DP0463
 DP0463  VERT ORDER  -  FIRST     CLASS II
 DP0463
 DP0463.The horizontal coordinates were scaled from a topographic map and have
 DP0463.an estimated accuracy of +/- 6 seconds.
 DP0463
 DP0463.The orthometric height was determined by differential leveling
 DP0463.and adjusted by the National Geodetic Survey in June 1991..
 DP0463
 DP0463.The geoid height was determined by GEOID03.
 DP0463
 DP0463.The dynamic height is computed by dividing the NAVD 88
 DP0463.geopotential number by the normal gravity value computed on the
 DP0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0463.degrees latitude (g = 980.6199 gals.).
 DP0463
 DP0463.The modeled gravity was interpolated from observed gravity values.
 DP0463
 DP0463;                    North         East    Units  Estimated Accuracy
 DP0463;SPC TXNC     - 2,173,080.      334,440.      MT  (+/- 180 meters Scaled)
 DP0463
 DP0463                          SUPERSEDED SURVEY CONTROL
 DP0463
 DP0463.No superseded survey control is available for this station.
 DP0463
 DP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB810753(NAD 83)
 DP0463_MARKER: DR = REFERENCE MARK DISK
 DP0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0463_SP_SET: CONCRETE POST
 DP0463_STAMPING: POST NO 2 1968
 DP0463_MARK LOGO: CGS   
 DP0463_PROJECTION: PROJECTING 5 CENTIMETERS
 DP0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0463+STABILITY: SURFACE MOTION
 DP0463
 DP0463  HISTORY     - Date     Condition        Report By
 DP0463  HISTORY     - 1968     MONUMENTED       CGS
 DP0463  HISTORY     - 1982     GOOD             NGS
 DP0463
 DP0463                          STATION DESCRIPTION
 DP0463
 DP0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0463'2.9 KM (1.8 MI) EAST FROM POST.
 DP0463'2.9 KM (1.8 MI) EASTERLY ALONG U.S. HIGHWAY 380 (MAIN STREET) IN ITS
 DP0463'JUNCTION WITH U.S. HIGHWAY 84 IN POST, 17.8 METERS (58.4 FT)
 DP0463'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.8 METERS (38.7 FT)
 DP0463'SOUTHWEST OF TRIANGULATION STATION POST AND 0.4 METER (1.3 FT)
 DP0463'NORTHWEST OF A FENCE.
 DP0463'THE MARK IS 11.8 METERS  SW FROM A WITNESS POST.
 DP0463'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0629 ***********************************************************************
 DP0629  DESIGNATION -  POST SW BELL TEL CO RAD MAST
 DP0629  PID         -  DP0629
 DP0629  STATE/COUNTY-  TX/GARZA
 DP0629  USGS QUAD   -  POST WEST (1969)
 DP0629
 DP0629                         *CURRENT SURVEY CONTROL
 DP0629  ___________________________________________________________________
 DP0629* NAD 83(1993)-  33 12 32.76012(N)    101 25 35.16226(W)     ADJUSTED  
 DP0629* NAVD 88     -                                                        
 DP0629  ___________________________________________________________________
 DP0629  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DP0629  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 DP0629
 DP0629  HORZ ORDER  -  THIRD
 DP0629
 DP0629.The horizontal coordinates were established by classical geodetic methods
 DP0629.and adjusted by the National Geodetic Survey in February 1996..
 DP0629
 DP0629
 DP0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0629
 DP0629.The geoid height was determined by GEOID03.
 DP0629
 DP0629;                    North         East     Units Scale Factor Converg.
 DP0629;SPC TXNC     - 2,174,839.922   327,231.270   MT  0.99987638   -1 35 45.8
 DP0629;SPC TXNC     - 7,135,287.31  1,073,591.26   sFT  0.99987638   -1 35 45.8
 DP0629;UTM  14      - 3,677,091.952   273,841.570   MT  1.00023066   -1 19 46.2
 DP0629
 DP0629                          SUPERSEDED SURVEY CONTROL
 DP0629
 DP0629  NAD 83(1993)-  33 12 32.75906(N)    101 25 35.15533(W) AD(       ) 4
 DP0629  NAD 83(1986)-  33 12 32.76749(N)    101 25 35.14996(W) AD(       ) 4
 DP0629  NAD 27      -  33 12 32.42674(N)    101 25 33.65578(W) AD(       ) 3
 DP0629
 DP0629.Superseded values are not recommended for survey control.
 DP0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0629.See file dsdata.txt to determine how the superseded data were derived.
 DP0629
 DP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7384277092(NAD 83)
 DP0629_MARKER: 42 = RADIO/TV MAST
 DP0629
 DP0629  HISTORY     - Date     Condition        Report By
 DP0629  HISTORY     - 1968     FIRST OBSERVED   CGS
 DP0629
 DP0629                          STATION DESCRIPTION
 DP0629
 DP0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0629'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF POST AND ABOUT 0.3
 DP0629'MILE WEST OF HIGHWAY 84 ON PROPERTY OF THE OUTLAW RANCH.
 DP0629'
 DP0629'MAST IS 300 FEET HIGH AND PAINTED ALTERNATE RED AND WHITE.
 DP0629'
 DP0629'POINT INTERSECTED WAS THE TOP OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0441 ***********************************************************************
 BQ0441  DESIGNATION -  POTE
 BQ0441  PID         -  BQ0441
 BQ0441  STATE/COUNTY-  TX/PRESIDIO
 BQ0441  USGS QUAD   -  CUESTA DEL BURRO NW (1983)
 BQ0441
 BQ0441                         *CURRENT SURVEY CONTROL
 BQ0441  ___________________________________________________________________
 BQ0441* NAD 83(1993)-  30 10 43.04013(N)    104 27 27.40181(W)     ADJUSTED  
 BQ0441* NAVD 88     -      1846.     (meters)    6056.     (feet)  SCALED    
 BQ0441  ___________________________________________________________________
 BQ0441  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 BQ0441  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BQ0441
 BQ0441  HORZ ORDER  -  SECOND
 BQ0441
 BQ0441.The horizontal coordinates were established by classical geodetic methods
 BQ0441.and adjusted by the National Geodetic Survey in February 1996..
 BQ0441
 BQ0441.The orthometric height was scaled from a topographic map.
 BQ0441
 BQ0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0441
 BQ0441.The geoid height was determined by GEOID03.
 BQ0441
 BQ0441;                    North         East     Units Scale Factor Converg.
 BQ0441;SPC TXSC     - 4,272,191.124    74,566.726   MT  0.99997143   -2 40 25.5
 BQ0441;SPC TXSC     -14,016,347.05    244,641.00   sFT  0.99997143   -2 40 25.5
 BQ0441;UTM  13      - 3,338,702.665   552,218.555   MT  0.99963364   +0 16 21.6
 BQ0441
 BQ0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0441!SPC TXSC     -   0.99971372  x   0.99997143  =   0.99968516
 BQ0441!UTM  13      -   0.99971372  x   0.99963364  =   0.99934746
 BQ0441
 BQ0441:                Primary Azimuth Mark                     Grid Az
 BQ0441:SPC TXSC     -  POTE AZ MK                               046 59 37.3
 BQ0441:UTM  13      -  POTE AZ MK                               044 02 50.2
 BQ0441
 BQ0441|---------------------------------------------------------------------|
 BQ0441| PID    Reference Object                     Distance      Geod. Az  |
 BQ0441|                                                           dddmmss.s |
 BQ0441| CI0220 POTE AZ MK                                         0441911.8 |
 BQ0441| BQ0440 TOP OF WATER WELL DERRICK           APPROX. 4.6 KM 1204604.9 |
 BQ0441| CI0221 POTE RM 1                             6.380 METERS 21846     |
 BQ0441| CI0222 POTE RM 2                            12.035 METERS 33444     |
 BQ0441|---------------------------------------------------------------------|
 BQ0441
 BQ0441                          SUPERSEDED SURVEY CONTROL
 BQ0441
 BQ0441  NAD 83(1986)-  30 10 43.03411(N)    104 27 27.40126(W) AD(       ) 2
 BQ0441  NAD 27      -  30 10 42.47500(N)    104 27 25.68200(W) AD(       ) 2
 BQ0441
 BQ0441.Superseded values are not recommended for survey control.
 BQ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0441.See file dsdata.txt to determine how the superseded data were derived.
 BQ0441
 BQ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP5221938703(NAD 83)
 BQ0441_MARKER: DS = TRIANGULATION STATION DISK
 BQ0441_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0441
 BQ0441  HISTORY     - Date     Condition        Report By
 BQ0441  HISTORY     - 1942     MONUMENTED       CGS
 BQ0441
 BQ0441                          STATION DESCRIPTION
 BQ0441
 BQ0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0441'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 BQ0441'RIM ALONG THE E SIDE OF CAPOTE VALLEY, ABOUT 28-1/2 MILES WSW
 BQ0441'OF MARFA, AND 3 MILES NW OF A WATER WELL WITH RIG AND PUMPING
 BQ0441'PLANT.
 BQ0441'
 BQ0441'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BQ0441'DISKS SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BQ0441'
 BQ0441'STATION MARK IS ABOUT 150 FEET E OF THE RIM AND IS FLUSH WITH
 BQ0441'THE GROUND.  IT IS STAMPED POTE 1942.
 BQ0441'
 BQ0441'THERE IS NO UNDERGROUND MARK.
 BQ0441'
 BQ0441'REFERENCE MARK NO. 1 IS 6 INCHES HIGHER THAN THE STATION MARK.
 BQ0441'IT IS STAMPED POTE NO. 1 1942.
 BQ0441'
 BQ0441'REFERENCE MARK NO. 2 IS THE SAME HEIGHT AS THE STATION MARK.
 BQ0441'IT IS STAMPED POTE NO. 2 1942.
 BQ0441'
 BQ0441'THE AZIMUTH MARK IS ON A BRUSH COVERED RIDGE WHICH IS ABOUT
 BQ0441'10 FEET LOWER THAN THE STATION.  IT IS STAMPED POTE 1942.
 BQ0441'
 BQ0441'TO REACH THE STATION FROM THE POST OFFICE IN MARFA GO S 1/2
 BQ0441'BLOCK TO U.S. HIGHWAY 90, TURN RIGHT, W, ONTO U.S. HIGHWAY
 BQ0441'90, GO 0.6 MILE TO THE INTERSECTION WITH A HIGHWAY LEADING S AND
 BQ0441'SIGN FORT D.A. RUIDOSA, TURN LEFT, S, AND FOLLOW THE MAIN
 BQ0441'HIGHWAY TOWARD RUIDOSA 18.1 MILES TO THE FLETCHER RANCH ON
 BQ0441'THE RIGHT SIDE OF THE HIGHWAY, CONTINUE ON THE HIGHWAY FOR
 BQ0441'8.3 MILES TO A CATTLE GUARD AT THE END OF A LANE, TURN RIGHT,
 BQ0441'NW, ON A BLADED DIRT ROAD, GO 0.8 MILE TO A WOODEN GATE,
 BQ0441'PASS THROUGH THE GATE AND CONTINUE NW ON THE BLADED ROAD 1.2
 BQ0441'MILES TO A WOODEN GATE JUST NE OF A WELL WITH RIG AND
 BQ0441'PUMPING STATION, PASS THROUGH THE GATE, TURN RIGHT, N, ON A
 BQ0441'BLADED ROAD, GO MILE TO THE BOTTOM OF A GRADE, TURN LEFT,
 BQ0441'WESTERLY, ACROSS COUNTRY AND FOLLOW THE TOP OF SEVERAL
 BQ0441'RIDGES, THENCE S ALONG THE E SIDE OF A DEEP WASH, THENCE W
 BQ0441'AND N FOR A TOTAL DISTANCE OF 3.4 MILES TO THE HIGHEST POINT
 BQ0441'AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0902 ***********************************************************************
 AY0902  DESIGNATION -  POTEET
 AY0902  PID         -  AY0902
 AY0902  STATE/COUNTY-  TX/ATASCOSA
 AY0902  USGS QUAD   -  POTEET (1968)
 AY0902
 AY0902                         *CURRENT SURVEY CONTROL
 AY0902  ___________________________________________________________________
 AY0902* NAD 83(1986)-  29 02 13.     (N)    098 34 29.     (W)     SCALED    
 AY0902* NAVD 88     -       134.440  (meters)     441.08   (feet)  ADJUSTED  
 AY0902  ___________________________________________________________________
 AY0902  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AY0902  DYNAMIC HT  -         134.246 (meters)     440.44  (feet)  COMP
 AY0902  MODELED GRAV-     979,199.9   (mgal)                       NAVD 88
 AY0902
 AY0902  VERT ORDER  -  SECOND    CLASS 0
 AY0902
 AY0902.The horizontal coordinates were scaled from a topographic map and have
 AY0902.an estimated accuracy of +/- 6 seconds.
 AY0902
 AY0902.The orthometric height was determined by differential leveling
 AY0902.and adjusted by the National Geodetic Survey in June 1991..
 AY0902
 AY0902.The geoid height was determined by GEOID03.
 AY0902
 AY0902.The dynamic height is computed by dividing the NAVD 88
 AY0902.geopotential number by the normal gravity value computed on the
 AY0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0902.degrees latitude (g = 980.6199 gals.).
 AY0902
 AY0902.The modeled gravity was interpolated from observed gravity values.
 AY0902
 AY0902;                    North         East    Units  Estimated Accuracy
 AY0902;SPC TXSC     - 4,133,470.      641,420.      MT  (+/- 180 meters Scaled)
 AY0902
 AY0902                          SUPERSEDED SURVEY CONTROL
 AY0902
 AY0902  NGVD 29 (??/??/92)  134.382  (m)          440.88   (f) ADJ UNCH    2 0
 AY0902
 AY0902.Superseded values are not recommended for survey control.
 AY0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0902.See file dsdata.txt to determine how the superseded data were derived.
 AY0902
 AY0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT414121(NAD 83)
 AY0902_MARKER: DB = BENCH MARK DISK
 AY0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0902_SP_SET: BASE
 AY0902_STAMPING: POTEET 1934
 AY0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0902
 AY0902  HISTORY     - Date     Condition        Report By
 AY0902  HISTORY     - 1934     MONUMENTED       CGS
 AY0902  HISTORY     - 1935     GOOD             NGS
 AY0902  HISTORY     - 1977     POOR             LOCSUR
 AY0902  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AY0902  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY0902
 AY0902                          STATION DESCRIPTION
 AY0902
 AY0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AY0902'IN POTEET.
 AY0902'SET HORIZONTAL IN THE N.E. CORNER OF THE CONCRETE FOOTING OF THE CITY
 AY0902'WATER TOWER.
 AY0902
 AY0902                          STATION RECOVERY (1977)
 AY0902
 AY0902'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AY0902'MARK RECOVERED IN POOR CONDITION.
 AY0902
 AY0902                          STATION RECOVERY (1997)
 AY0902
 AY0902'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0902'MARK NOT FOUND.
 AY0902
 AY0902                          STATION RECOVERY (2005)
 AY0902
 AY0902'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AY0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2091 ***********************************************************************
 AY2091  DESIGNATION -  POTEET
 AY2091  PID         -  AY2091
 AY2091  STATE/COUNTY-  TX/ATASCOSA
 AY2091  USGS QUAD   -  POTEET (1968)
 AY2091
 AY2091                         *CURRENT SURVEY CONTROL
 AY2091  ___________________________________________________________________
 AY2091* NAD 83(1993)-  29 02 48.45269(N)    098 35 11.00164(W)     ADJUSTED  
 AY2091* NAVD 88     -       149.7    (meters)     491.     (feet)  VERTCON   
 AY2091  ___________________________________________________________________
 AY2091  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 AY2091  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY2091
 AY2091  HORZ ORDER  -  FIRST
 AY2091
 AY2091.The horizontal coordinates were established by classical geodetic methods
 AY2091.and adjusted by the National Geodetic Survey in February 1996..
 AY2091
 AY2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2091
 AY2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2091
 AY2091.The geoid height was determined by GEOID03.
 AY2091
 AY2091;                    North         East     Units Scale Factor Converg.
 AY2091;SPC TXSC     - 4,134,555.131   640,278.519   MT  0.99987580   +0 12 09.5
 AY2091;SPC TXSC     -13,564,786.29  2,100,647.11   sFT  0.99987580   +0 12 09.5
 AY2091;UTM  14      - 3,213,240.401   540,267.679   MT  0.99962001   +0 12 03.0
 AY2091
 AY2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2091!SPC TXSC     -   0.99998044  x   0.99987580  =   0.99985624
 AY2091!UTM  14      -   0.99998044  x   0.99962001  =   0.99960045
 AY2091
 AY2091:                Primary Azimuth Mark                     Grid Az
 AY2091:SPC TXSC     -  SUMERSET EXXON MICROWAVE                 001 15 55.2
 AY2091:UTM  14      -  SUMERSET EXXON MICROWAVE                 001 16 01.7
 AY2091
 AY2091|---------------------------------------------------------------------|
 AY2091| PID    Reference Object                     Distance      Geod. Az  |
 AY2091|                                                           dddmmss.s |
 AY2091| AY1936 SUMERSET EXXON MICROWAVE            APPROX.15.3 KM 0012804.7 |
 AY2091| AY1935 KIGHT                               APPROX.15.4 KM 0062814.0 |
 AY2091| CV5147 POTEET RM 1                          23.776 METERS 06214     |
 AY2091| AY1939 POTEET NEW MUN TANK                 494.744 METERS 0720200.4 |
 AY2091| AY1938 POTEET MUN TANK                     APPROX. 1.6 KM 1333802.8 |
 AY2091| AO0623 JOURDANTON DOWELL RAD MAST          APPROX.13.0 KM 1653216.6 |
 AY2091| CV5148 POTEET RM 2                          20.344 METERS 18244     |
 AY2091|---------------------------------------------------------------------|
 AY2091
 AY2091                          SUPERSEDED SURVEY CONTROL
 AY2091
 AY2091  NAD 83(1986)-  29 02 48.45732(N)    098 35 10.98103(W) AD(       ) 1
 AY2091  NAD 27      -  29 02 47.56900(N)    098 35 09.91491(W) AD(       ) 1
 AY2091  NGVD 29 (07/19/86)  149.6    (m)          491.     (f) VERT ANG       
 AY2091
 AY2091.Superseded values are not recommended for survey control.
 AY2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2091.See file dsdata.txt to determine how the superseded data were derived.
 AY2091
 AY2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4026813240(NAD 83)
 AY2091_MARKER: DS = TRIANGULATION STATION DISK
 AY2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2091
 AY2091  HISTORY     - Date     Condition        Report By
 AY2091  HISTORY     - 1975     MONUMENTED       NGS
 AY2091  HISTORY     - 1979     POOR             TXHD
 AY2091  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AY2091  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY2091
 AY2091                          STATION DESCRIPTION
 AY2091
 AY2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AY2091'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF POTEET, IN THE
 AY2091'SOUTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 16, FARM
 AY2091'ROAD 476 AND LOOP 282, ON THE EAST SIDE RIGHT-OF-WAY OF STATE
 AY2091'HIGHWAY 16.  MR. R.E. STOTZER JR., DISTRICT ENGINEER, TEXAS
 AY2091'HIGHWAY DEPARTMENT, P.O. BOX 29928, SAN ANTONIO, TEXAS, 78284.
 AY2091'
 AY2091'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16
 AY2091'AND LOOP 282 SOUTH OF POTEET, GO NORTH ON STATE HIGHWAY 16 FOR
 AY2091'1.4 MILES TO THE JUNCTION WITH FARM ROAD 476 AND THE STATION ON
 AY2091'THE RIGHT.
 AY2091'
 AY2091'STATION MARKS ARE STANDARD DISKS STAMPED POTEET 1975.  THE
 AY2091'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AY2091'MONUMENT THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 102
 AY2091'FEET SOUTH OF CONCRETE ISLAND OF FARM ROAD 476 EAST, 90 FEET
 AY2091'EAST OF CONCRETE ISLAND OF STATE HIGHWAY 16 AND 4 FEET WEST OF
 AY2091'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 AY2091'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 AY2091'SURFACE.
 AY2091'
 AY2091'REFERENCE MARK 1, A STANDARD DISK STAMPED POTEET NO 1 1975, IS
 AY2091'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AY2091'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET SOUTH
 AY2091'OF THE CONCRETE ISLAND OF FARM ROAD 476, 39 FEET EAST OF A
 AY2091'POWERLINE POLE AND 2 FEET NORTH OF A METAL WITNESS POST.
 AY2091'
 AY2091'REFERENCE MARK 2, A STANDARD DISK STAMPED POTEET NO 2 1975,
 AY2091'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AY2091'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET
 AY2091'EAST OF THE YELLOW CENTERLINE OF STATE HIGHWAY 16 AND 2 FEET
 AY2091'WEST OF A METAL WITNESS POST.
 AY2091'
 AY2091'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY2091
 AY2091                          STATION RECOVERY (1979)
 AY2091
 AY2091'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1979 (CLJ)
 AY2091'POTEET 1978 LEANING (HAS BEEN HIT BY ROAD EQUIPMENT).
 AY2091'
 AY2091'RM NO. 1 RECOVERED GOOD.
 AY2091'
 AY2091'RM NO. 2 RECOVERED GOOD.
 AY2091'
 AY2091'INTERSECTING DISTANCES FROM REFERENCE MARKS NOW FALL .2 FT. WEST OF
 AY2091'ENTIRE MONUMENT.  DIRECTIONS FOR RELOCATING MONUMENTS ARE
 AY2091'SUFFICIENT.
 AY2091'
 AY2091'DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST EDGE OF POTEET.
 AY2091
 AY2091                          STATION RECOVERY (1997)
 AY2091
 AY2091'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2091'MARK NOT FOUND.
 AY2091
 AY2091                          STATION RECOVERY (2005)
 AY2091
 AY2091'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AY2091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1938 ***********************************************************************
 AY1938  DESIGNATION -  POTEET MUN TANK
 AY1938  PID         -  AY1938
 AY1938  STATE/COUNTY-  TX/ATASCOSA
 AY1938  USGS QUAD   -  POTEET (1968)
 AY1938
 AY1938                         *CURRENT SURVEY CONTROL
 AY1938  ___________________________________________________________________
 AY1938* NAD 83(1993)-  29 02 12.20725(N)    098 34 27.74544(W)     ADJUSTED  
 AY1938* NAVD 88     -                                                        
 AY1938  ___________________________________________________________________
 AY1938  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AY1938  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AY1938
 AY1938  HORZ ORDER  -  THIRD
 AY1938
 AY1938.The horizontal coordinates were established by classical geodetic methods
 AY1938.and adjusted by the National Geodetic Survey in February 1996..
 AY1938
 AY1938
 AY1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1938
 AY1938.The geoid height was determined by GEOID03.
 AY1938
 AY1938;                    North         East     Units Scale Factor Converg.
 AY1938;SPC TXSC     - 4,133,443.554   641,452.688   MT  0.99987670   +0 12 30.7
 AY1938;SPC TXSC     -13,561,139.39  2,104,499.36   sFT  0.99987670   +0 12 30.7
 AY1938;UTM  14      - 3,212,129.070   541,441.511   MT  0.99962119   +0 12 23.7
 AY1938
 AY1938                          SUPERSEDED SURVEY CONTROL
 AY1938
 AY1938  NAD 83(1986)-  29 02 12.21194(N)    098 34 27.72455(W) AD(       ) 4
 AY1938  NAD 27      -  29 02 11.32254(N)    098 34 26.65913(W) AD(       ) 3
 AY1938
 AY1938.Superseded values are not recommended for survey control.
 AY1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1938.See file dsdata.txt to determine how the superseded data were derived.
 AY1938
 AY1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4144212129(NAD 83)
 AY1938_MARKER: 53 = ELEVATED TANK
 AY1938
 AY1938  HISTORY     - Date     Condition        Report By
 AY1938  HISTORY     - 1975     FIRST OBSERVED   NGS
 AY1938  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AY1938  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1938
 AY1938                          STATION DESCRIPTION
 AY1938
 AY1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 AY1938'POTEET MUNICIPAL WATER TANK IS A 4 LEGGED STEEL STRUCTURE,
 AY1938'SILVER, HAS THE LETTERS POTEET ON THE EAST AND WEST SIDE, AND
 AY1938'A HEIGHT OF 120 FEET.
 AY1938'
 AY1938'THE TANK IS LOCATED IN THE SOUTH PART OF POTEET, IN THE
 AY1938'NORTHEAST ANGLE OF THE INTERSECTION OF 5TH STREET AND AVENUE I.
 AY1938'
 AY1938'STATION IS THE TOP CENTER OF THE TANK.
 AY1938
 AY1938                          STATION RECOVERY (1997)
 AY1938
 AY1938'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1938'MARK NOT FOUND.
 AY1938
 AY1938                          STATION RECOVERY (2005)
 AY1938
 AY1938'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AY1938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1939 ***********************************************************************
 AY1939  DESIGNATION -  POTEET NEW MUN TANK
 AY1939  PID         -  AY1939
 AY1939  STATE/COUNTY-  TX/ATASCOSA
 AY1939  USGS QUAD   -  POTEET (1968)
 AY1939
 AY1939                         *CURRENT SURVEY CONTROL
 AY1939  ___________________________________________________________________
 AY1939* NAD 83(1993)-  29 02 53.40918(N)    098 34 53.60597(W)     ADJUSTED  
 AY1939* NAVD 88     -                                                        
 AY1939  ___________________________________________________________________
 AY1939  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AY1939  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AY1939
 AY1939  HORZ ORDER  -  THIRD
 AY1939
 AY1939.The horizontal coordinates were established by classical geodetic methods
 AY1939.and adjusted by the National Geodetic Survey in February 1996..
 AY1939
 AY1939
 AY1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1939
 AY1939.The geoid height was determined by GEOID03.
 AY1939
 AY1939;                    North         East     Units Scale Factor Converg.
 AY1939;SPC TXSC     - 4,134,709.386   640,748.537   MT  0.99987568   +0 12 18.0
 AY1939;SPC TXSC     -13,565,292.38  2,102,189.16   sFT  0.99987568   +0 12 18.0
 AY1939;UTM  14      - 3,213,394.601   540,737.582   MT  0.99962048   +0 12 11.4
 AY1939
 AY1939                          SUPERSEDED SURVEY CONTROL
 AY1939
 AY1939  NAD 83(1986)-  29 02 53.41385(N)    098 34 53.58535(W) AD(       ) 4
 AY1939  NAD 27      -  29 02 52.52596(N)    098 34 52.51958(W) AD(       ) 3
 AY1939
 AY1939.Superseded values are not recommended for survey control.
 AY1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1939.See file dsdata.txt to determine how the superseded data were derived.
 AY1939
 AY1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4073813395(NAD 83)
 AY1939_MARKER: 53 = ELEVATED TANK
 AY1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1939+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1939
 AY1939  HISTORY     - Date     Condition        Report By
 AY1939  HISTORY     - 1975     FIRST OBSERVED   NGS
 AY1939  HISTORY     - 19970418 GOOD             USPSQD
 AY1939  HISTORY     - 20050521 GOOD             USPSQD
 AY1939
 AY1939                          STATION DESCRIPTION
 AY1939
 AY1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 AY1939'POTEET NEW MUNICIPAL WATER TANK IS A BALL SHAPED TANK SUPPORTED
 AY1939'BY A CYLINDRICAL COLUMN.  THE SUPPORT IS PAINTED WHITE AND HAS
 AY1939'THE LETTERS POTEET IN RED ON ITS NORTH AND SOUTH SIDE.  THE
 AY1939'TANK IS PAINTED TO LOOK LIKE A STRAWBERRY.
 AY1939'
 AY1939'THE TANK IS IN THE NORTHWEST EDGE OF POTEET, ABOUT 75 YARDS
 AY1939'NORTH OF THE INTERSECTION OF JOYCE MARLENE DRIVE AND PECAN STREET.
 AY1939'
 AY1939'STATION IS THE TOP CENTER OF THE TANK.
 AY1939
 AY1939                          STATION RECOVERY (1997)
 AY1939
 AY1939'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1939'RECOVERED IN GOOD CONDITION.
 AY1939
 AY1939                          STATION RECOVERY (2005)
 AY1939
 AY1939'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AY1939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1820 ***********************************************************************
 AH1820  DESIGNATION -  POTH ET
 AH1820  PID         -  AH1820
 AH1820  STATE/COUNTY-  TX/WILSON
 AH1820  USGS QUAD   -  POTH (1961)
 AH1820
 AH1820                         *CURRENT SURVEY CONTROL
 AH1820  ___________________________________________________________________
 AH1820* NAD 83(1993)-  29 06 16.34977(N)    098 06 47.32293(W)     ADJUSTED  
 AH1820* NAVD 88     -       145.8    (meters)     478.     (feet)  VERTCON   
 AH1820  ___________________________________________________________________
 AH1820  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AH1820  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AH1820
 AH1820  HORZ ORDER  -  THIRD
 AH1820
 AH1820.The horizontal coordinates were established by classical geodetic methods
 AH1820.and adjusted by the National Geodetic Survey in July 1998..
 AH1820
 AH1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1820
 AH1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1820
 AH1820.The geoid height was determined by GEOID03.
 AH1820
 AH1820;                    North         East     Units Scale Factor Converg.
 AH1820;SPC TXSC     - 4,141,211.115   686,315.124   MT  0.99987127   +0 26 04.1
 AH1820;SPC TXSC     -13,586,623.47  2,251,685.54   sFT  0.99987127   +0 26 04.1
 AH1820;UTM  14      - 3,219,892.884   586,294.362   MT  0.99969189   +0 25 53.0
 AH1820
 AH1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1820!SPC TXSC     -   0.99998115  x   0.99987127  =   0.99985242
 AH1820!UTM  14      -   0.99998115  x   0.99969189  =   0.99967304
 AH1820
 AH1820                          SUPERSEDED SURVEY CONTROL
 AH1820
 AH1820  NGVD 29 (07/28/98)  145.7    (m)          478.     (f) VERT ANG       
 AH1820
 AH1820.Superseded values are not recommended for survey control.
 AH1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1820.See file dsdata.txt to determine how the superseded data were derived.
 AH1820
 AH1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8629419893(NAD 83)
 AH1820_MARKER: DS = TRIANGULATION STATION DISK
 AH1820
 AH1820  HISTORY     - Date     Condition        Report By
 AH1820  HISTORY     - 1960     MONUMENTED       USGS
 AH1820
 AH1820                          STATION DESCRIPTION
 AH1820
 AH1820'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1820'STATION IS LOCATED ABOUT 3 MI. N. AND 2 MI. W. OF POTH AND ABOUT 2.5
 AH1820'MI. E. AND 2 MI. S. OF FLORESVILLE, ON A HILL IN THE FARM OF JOE J.
 AH1820'JANSKY, JR.  STATION IS 16 FT. NW. OF THE CENTERLINE OF A GRADED
 AH1820'GRAVEL RD. AND 2.5 FT. SE. OF A FENCE.
 AH1820'TO REACH FROM THE POST OFFICE IN FLORESVILLE, PROCEED SE. ON SECOND
 AH1820'STREET FOR 0.1 MI. (ONE BLOCK) TO --D-- STREET.  TURN LEFT (NE.) AND
 AH1820'PROCEED FOR ONE BLOCK TO THIRD STREET WHICH IS U.S. HIGHWAY 181,
 AH1820'BUSINESS LOOP.  TURN RIGHT (SE.) AND PROCEED 0.45 MI. TO THE
 AH1820'INTERSECTION OF BUSINESS LOOP 181 AND STATE HIGHWAY 97.  PROCEED ON
 AH1820'BUSINESS LOOP 181 FOR 1.7 MI. TO JUNCTION OF BUSINESS LOOP 181 AND
 AH1820'U.S. HIGHWAY 181.  PROCEED SE. ON U.S. HIGHWAY 181 FOR 1.3 MI. TO A
 AH1820'GRADED GRAVEL RD. ON THE RIGHT, WHERE A SIGN READS --JOE JANSKY,
 AH1820'JR.--.  TURN RIGHT (SW.) ON THE GRAVEL RD. AND PROCEED 0.05 MI. TO A
 AH1820'RAILROAD TRACK.  CROSS TRACKS AND PROCEED 0.1 MI. TO THE HIGHEST POINT
 AH1820'AND STATION ON THE RIGHT.
 AH1820'STATION MARK--STANDARD ALUMINUM TABLET SET IN A CONCRETE POST
 AH1820'PROJECTING 0.2 FT. AND STAMPED---POTH ET 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1100 ***********************************************************************
 CT1100  DESIGNATION -  POTOSI
 CT1100  PID         -  CT1100
 CT1100  STATE/COUNTY-  TX/CALLAHAN
 CT1100  USGS QUAD   -  POTOSI (1984)
 CT1100
 CT1100                         *CURRENT SURVEY CONTROL
 CT1100  ___________________________________________________________________
 CT1100* NAD 83(1993)-  32 21 27.49035(N)    099 37 50.36196(W)     ADJUSTED  
 CT1100* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 CT1100  ___________________________________________________________________
 CT1100  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CT1100  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CT1100
 CT1100  HORZ ORDER  -  THIRD
 CT1100
 CT1100.The horizontal coordinates were established by classical geodetic methods
 CT1100.and adjusted by the National Geodetic Survey in February 1996..
 CT1100
 CT1100.The orthometric height was scaled from a topographic map.
 CT1100
 CT1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1100
 CT1100.The geoid height was determined by GEOID03.
 CT1100
 CT1100;                    North         East     Units Scale Factor Converg.
 CT1100;SPC TXNC     - 2,077,195.412   493,585.400   MT  0.99994543   -0 36 60.0
 CT1100;SPC TXNC     - 6,814,931.95  1,619,371.43   sFT  0.99994543   -0 36 60.0
 CT1100;UTM  14      - 3,580,252.870   440,663.026   MT  0.99964342   -0 20 15.1
 CT1100
 CT1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1100!SPC TXNC     -   0.99991291  x   0.99994543  =   0.99985835
 CT1100!UTM  14      -   0.99991291  x   0.99964342  =   0.99955636
 CT1100
 CT1100|---------------------------------------------------------------------|
 CT1100| PID    Reference Object                     Distance      Geod. Az  |
 CT1100|                                                           dddmmss.s |
 CT1100| CX7975 POTOSI RM 1                          17.617 METERS 08440     |
 CT1100| CX7974 POTOSI AZ MK                                       0903021.1 |
 CT1100| CT1093 DUDLEY SW ST TEL CO MICROWAVE       APPROX. 9.8 KM 1651625.0 |
 CT1100| CT1092 DUDLEY DEPT PUB SAFETY MAST         APPROX. 9.3 KM 1694454.0 |
 CT1100| CX7976 POTOSI RM 2                          22.535 METERS 18256     |
 CT1100| CT1099 POTOSI COM ENGR RADIO MAST          APPROX. 8.2 KM 1890635.4 |
 CT1100| CT1098 POTOSI ONYX REF CO RAD MAST         APPROX. 8.5 KM 1930410.6 |
 CT1100| CT1102 TV STATION KRBC MAST                APPROX.13.1 KM 2320146.8 |
 CT1100| CT1137 BUFFALO GAP SW BELL TEL MAST        APPROX.14.1 KM 2335159.0 |
 CT1100|---------------------------------------------------------------------|
 CT1100
 CT1100                          SUPERSEDED SURVEY CONTROL
 CT1100
 CT1100  NAD 83(1986)-  32 21 27.49708(N)    099 37 50.34921(W) AD(       ) 3
 CT1100  NAD 27      -  32 21 27.02550(N)    099 37 49.05600(W) AD(       ) 3
 CT1100
 CT1100.Superseded values are not recommended for survey control.
 CT1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1100.See file dsdata.txt to determine how the superseded data were derived.
 CT1100
 CT1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4066380253(NAD 83)
 CT1100_MARKER: DS = TRIANGULATION STATION DISK
 CT1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1100
 CT1100  HISTORY     - Date     Condition        Report By
 CT1100  HISTORY     - 1961     MONUMENTED       CGS
 CT1100
 CT1100                          STATION DESCRIPTION
 CT1100
 CT1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1100'THE STATION IS APPROXIMATELY 9 MILES SOUTHEAST OF ABILENE,
 CT1100'2 MILES NORTHEAST OF POTOSI, 3/4 MILE EAST OF STATE HIGHWAY
 CT1100'36 AND ON SOUTH RIGHT-OF-WAY OF A GRAVEL ROAD.
 CT1100'
 CT1100'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 80,
 CT1100'83, 84 AND 277 AT THE EAST EDGE OF ABILENE, GO SOUTH ON HIGHWAYS
 CT1100'83 AND 84 FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 36.
 CT1100'TURN LEFT ON STATE HIGHWAY 36 AND GO EAST AND SOUTHEAST FOR
 CT1100'6.6 MILES TO RAYS SERVICE STATION ON THE RIGHT.  CONTINUE
 CT1100'SOUTH AND SOUTHEAST FOR 1.75 MILES TO A SIDE ROAD ON THE LEFT.
 CT1100'TURN LEFT ON A GRAVEL ROAD AND GO EAST FOR 0.8 MILE TO TOP
 CT1100'OF GRADE AND STATION ON THE RIGHT AT TWO GATES.  (CONTINUE
 CT1100'EAST ON THE GRAVEL ROAD FOR 0.45 MILE TO THE AZIMUTH MARK
 CT1100'ON THE RIGHT, 53 FEET SOUTH OF THE CENTER OF THE GRAVEL
 CT1100'ROAD.)
 CT1100'
 CT1100'STATION MARKS ARE STANDARD DISKS STAMPED POTOSI 1961.  THE
 CT1100'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 CT1100'THE SURFACE OF THE GROUND.  IT IS 28 FEET SOUTH OF THE CENTER
 CT1100'OF THE GRAVEL ROAD, 10 FEET SOUTHWEST OF THE WEST GATE POST,
 CT1100'5 FEET SOUTHEAST OF A T-FENCE CORNER AND 4.8 FEET SOUTHEAST
 CT1100'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 CT1100'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 CT1100'GROUND.
 CT1100'
 CT1100'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED POTOSI NO. 1
 CT1100'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CT1100'IT IS 29 FEET EAST OF THE EAST GATE POST, 22 FEET SOUTH OF THE
 CT1100'CENTER OF THE GRAVEL ROAD AND 2 FEET SOUTH OF A FENCE.
 CT1100'
 CT1100'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED POTOSI NO. 2
 CT1100'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CT1100'IT IS 78 FEET SOUTH OF THE T-FENCE CORNER AND 1 FOOT EAST OF
 CT1100'A FENCE.
 CT1100'
 CT1100'AZIMUTH MARK, A STANDARD DISK STAMPED POTOSI 1961, IS SET
 CT1100'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 31
 CT1100'FEET SOUTH OF A T-FENCE CORNER, 19 FEET WEST OF THE CENTER
 CT1100'OF A LANE, 2.3 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT
 CT1100'WEST OF A FENCE.
 CT1100'
 CT1100'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1099 ***********************************************************************
 CT1099  DESIGNATION -  POTOSI COM ENGR RADIO MAST
 CT1099  PID         -  CT1099
 CT1099  STATE/COUNTY-  TX/TAYLOR
 CT1099  USGS QUAD   -  POTOSI (1984)
 CT1099
 CT1099                         *CURRENT SURVEY CONTROL
 CT1099  ___________________________________________________________________
 CT1099* NAD 83(1993)-  32 17 05.90090(N)    099 38 39.74045(W)     ADJUSTED  
 CT1099* NAVD 88     -                                                        
 CT1099  ___________________________________________________________________
 CT1099  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CT1099  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CT1099
 CT1099  HORZ ORDER  -  THIRD
 CT1099
 CT1099.The horizontal coordinates were established by classical geodetic methods
 CT1099.and adjusted by the National Geodetic Survey in February 1996..
 CT1099
 CT1099
 CT1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1099
 CT1099.The geoid height was determined by GEOID03.
 CT1099
 CT1099;                    North         East     Units Scale Factor Converg.
 CT1099;SPC TXNC     - 2,069,152.385   492,206.741   MT  0.99996145   -0 37 26.9
 CT1099;SPC TXNC     - 6,788,544.12  1,614,848.28   sFT  0.99996145   -0 37 26.9
 CT1099;UTM  14      - 3,572,205.700   439,324.036   MT  0.99964540   -0 20 39.1
 CT1099
 CT1099                          SUPERSEDED SURVEY CONTROL
 CT1099
 CT1099  NAD 83(1986)-  32 17 05.90848(N)    099 38 39.72664(W) AD(       ) 4
 CT1099  NAD 27      -  32 17 05.42800(N)    099 38 38.43000(W) AD(       ) 3
 CT1099
 CT1099.Superseded values are not recommended for survey control.
 CT1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1099.See file dsdata.txt to determine how the superseded data were derived.
 CT1099
 CT1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3932472206(NAD 83)
 CT1099_MARKER: 42 = RADIO/TV MAST
 CT1099
 CT1099  HISTORY     - Date     Condition        Report By
 CT1099  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1099
 CT1099                          STATION DESCRIPTION
 CT1099
 CT1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1099'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CT1099'3-3/4 MILES SOUTH OF POTOSI AND ON A HIGH HILL 3 MILES NORTHWEST
 CT1099'OF THE JUNCTION OF STATE HIGHWAY 36 AND FARM ROAD 1178.
 CT1099'
 CT1099'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, HAS A RED LIGHT
 CT1099'AND A WHIP ANTENNA ON THE TOP AND HAS AN OVERALL HEIGHT OF
 CT1099'400 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1098 ***********************************************************************
 CT1098  DESIGNATION -  POTOSI ONYX REF CO RAD MAST
 CT1098  PID         -  CT1098
 CT1098  STATE/COUNTY-  TX/TAYLOR
 CT1098  USGS QUAD   -  POTOSI (1984)
 CT1098
 CT1098                         *CURRENT SURVEY CONTROL
 CT1098  ___________________________________________________________________
 CT1098* NAD 83(1993)-  32 16 57.89967(N)    099 39 04.03394(W)     ADJUSTED  
 CT1098* NAVD 88     -                                                        
 CT1098  ___________________________________________________________________
 CT1098  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CT1098  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CT1098
 CT1098  HORZ ORDER  -  THIRD
 CT1098
 CT1098.The horizontal coordinates were established by classical geodetic methods
 CT1098.and adjusted by the National Geodetic Survey in February 1996..
 CT1098
 CT1098
 CT1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1098
 CT1098.The geoid height was determined by GEOID03.
 CT1098
 CT1098;                    North         East     Units Scale Factor Converg.
 CT1098;SPC TXNC     - 2,068,912.890   491,568.425   MT  0.99996197   -0 37 40.1
 CT1098;SPC TXNC     - 6,787,758.37  1,612,754.07   sFT  0.99996197   -0 37 40.1
 CT1098;UTM  14      - 3,571,963.165   438,687.100   MT  0.99964636   -0 20 52.0
 CT1098
 CT1098                          SUPERSEDED SURVEY CONTROL
 CT1098
 CT1098  NAD 83(1986)-  32 16 57.90689(N)    099 39 04.02097(W) AD(       ) 4
 CT1098  NAD 27      -  32 16 57.43200(N)    099 39 02.73000(W) AD(       ) 3
 CT1098
 CT1098.Superseded values are not recommended for survey control.
 CT1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1098.See file dsdata.txt to determine how the superseded data were derived.
 CT1098
 CT1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3868771963(NAD 83)
 CT1098_MARKER: 42 = RADIO/TV MAST
 CT1098
 CT1098  HISTORY     - Date     Condition        Report By
 CT1098  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1098
 CT1098                          STATION DESCRIPTION
 CT1098
 CT1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1098'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS APPROXIMATELY
 CT1098'4 MILES SOUTH OF POTOSI, ON A HIGH HILL 4 MILES NORTHWEST
 CT1098'OF THE JUNCTION OF STATE HIGHWAY 36 AND FARM ROAD 1178.
 CT1098'
 CT1098'THE MAST IS A SLENDER, SILVER STEEL STRUCTURE, GUYED, WITH
 CT1098'A CROSS ANTENNA ON THE TOP AND HAS AN OVERALL HEIGHT OF
 CT1098'APPROXIMATELY 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1762 ***********************************************************************
 FL1762  DESIGNATION -  POTTER
 FL1762  PID         -  FL1762
 FL1762  STATE/COUNTY-  TX/POTTER
 FL1762  USGS QUAD   -  MAYER (1973)
 FL1762
 FL1762                         *CURRENT SURVEY CONTROL
 FL1762  ___________________________________________________________________
 FL1762* NAD 83(1993)-  35 17 40.48432(N)    101 41 53.93820(W)     ADJUSTED  
 FL1762* NAVD 88     -      1094.     (meters)    3589.     (feet)  SCALED    
 FL1762  ___________________________________________________________________
 FL1762  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 FL1762  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1762
 FL1762  HORZ ORDER  -  FIRST
 FL1762
 FL1762.The horizontal coordinates were established by classical geodetic methods
 FL1762.and adjusted by the National Geodetic Survey in February 1996..
 FL1762
 FL1762.The orthometric height was scaled from a topographic map.
 FL1762
 FL1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1762
 FL1762.The geoid height was determined by GEOID03.
 FL1762
 FL1762;                    North         East     Units Scale Factor Converg.
 FL1762;SPC TX N     - 1,143,634.210   181,962.779   MT  0.99991318   -0 06 53.8
 FL1762;SPC TX N     - 3,752,073.24    596,989.55   sFT  0.99991318   -0 06 53.8
 FL1762;UTM  14      - 3,909,051.301   254,629.479   MT  1.00034204   -1 33 35.3
 FL1762
 FL1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1762!SPC TX N     -   0.99983251  x   0.99991318  =   0.99974571
 FL1762!UTM  14      -   0.99983251  x   1.00034204  =   1.00017450
 FL1762
 FL1762:                Primary Azimuth Mark                     Grid Az
 FL1762:SPC TX N     -  ST FRANCIS SIDING GRAIN ELEV             045 00 54.2
 FL1762:UTM  14      -  ST FRANCIS SIDING GRAIN ELEV             046 27 35.7
 FL1762
 FL1762|---------------------------------------------------------------------|
 FL1762| PID    Reference Object                     Distance      Geod. Az  |
 FL1762|                                                           dddmmss.s |
 FL1762| FL1764 ST FRANCIS SIDING GRAIN ELEV        APPROX. 5.2 KM 0445400.4 |
 FL1762| FL1754 PANTEX VILLAGE W STANDPIPE          APPROX. 8.6 KM 0722348.2 |
 FL1762| FL1757 PANTEX VILLAGE E STANDPIPE          APPROX.11.7 KM 0760356.0 |
 FL1762| CJ7366 POTTER AZ MK                                       0903150.1 |
 FL1762| FL1755 PANTEX VILLAGE RADIO MAST           APPROX. 7.8 KM 0922915.1 |
 FL1762| CJ7367 POTTER RM 1                          13.854 METERS 13000     |
 FL1762| FL1783 AMARILLO RAD RNG STA CEN MAST       APPROX. 8.3 KM 2073335.3 |
 FL1762| FL1799 AMARILLO SE MUNICIPAL TANK          APPROX.17.6 KM 2255349.3 |
 FL1762| FL1791 AMARILLO PRICE COLLEGE TANK         APPROX.10.9 KM 2284022.0 |
 FL1762| FL1795 AMARILLO NE MUNICIPAL TANK          APPROX.13.7 KM 2301524.9 |
 FL1762| FL1808 AMARILLO AMER SMELT REFIN STK       APPROX.17.0 KM 2462223.7 |
 FL1762| CJ7368 POTTER RM 2                          16.739 METERS 25502     |
 FL1762|---------------------------------------------------------------------|
 FL1762
 FL1762                          SUPERSEDED SURVEY CONTROL
 FL1762
 FL1762  NAD 83(1993)-  35 17 40.48973(N)    101 41 53.93150(W) AD(       ) 1
 FL1762  NAD 83(1986)-  35 17 40.49151(N)    101 41 53.92916(W) AD(       ) 1
 FL1762  NAD 27      -  35 17 40.30700(N)    101 41 52.28100(W) AD(       ) 1
 FL1762
 FL1762.Superseded values are not recommended for survey control.
 FL1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1762.See file dsdata.txt to determine how the superseded data were derived.
 FL1762
 FL1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5462909051(NAD 83)
 FL1762_MARKER: DS = TRIANGULATION STATION DISK
 FL1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1762
 FL1762  HISTORY     - Date     Condition        Report By
 FL1762  HISTORY     - 1951     MONUMENTED       CGS
 FL1762  HISTORY     - 1956     GOOD             CGS
 FL1762  HISTORY     - 1966     GOOD             LOCSUR
 FL1762
 FL1762                          STATION DESCRIPTION
 FL1762
 FL1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1762'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY
 FL1762'136, ABOUT 600 FEET SOUTH SOUTHEAST OF THE POTTER COUNTY ROAD
 FL1762'CAMP NO. 2, ABOUT 200 FEET EAST OF STATE HIGHWAY 136, ABOUT 55
 FL1762'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 45 FEET
 FL1762'NORTH NORTHWEST OF THE GRAVELED ROAD AND 3 FEET SOUTH OF A
 FL1762'WHITE WITNESS POST.
 FL1762'
 FL1762'TO REACH, FROM THE POTTER COUNTY COURTHOUSE IN AMARILLO, GO
 FL1762'NORTH, ON U.S. HIGHWAY 60, FOR 1.0 MILE TO JUNCTION OF HIGHWAYS.
 FL1762'TURN RIGHT, AND GO EAST, ON U.S. HIGHWAY 60, FOR 2.7 MILES
 FL1762'TO STATE HIGHWAY 136.  TURN LEFT, AND GO NORTHERLY, ON STATE
 FL1762'HIGHWAY 136, FOR 6.9 MILES TO CROSSROADS.  TURN RIGHT, AND GO
 FL1762'EAST 200 FEET TO THE STATION.
 FL1762'
 FL1762'THE STATION MARK IS A STANDARD DISK, STAMPED POTTER 1951, SET
 FL1762'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FL1762'FLUSH WITH THE GROUND.
 FL1762'
 FL1762'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED POTTER
 FL1762'NO 1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1762'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1762'AS THE STATION.  IT IS LOCATED 22 FEET NORTH OF THE CENTERLINE
 FL1762'OF THE GRAVELED ROAD AND 18 INCHES SOUTH OF A FENCE CORNER.
 FL1762'
 FL1762'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED POTTER
 FL1762'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1762'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 2 FEET HIGHER THAN
 FL1762'THE STATION.  IT IS LOCATED 40 FEET NORTH NORTHWEST OF THE
 FL1762'CENTERLINE OF THE DIRT ROAD AND 30 FEET EAST OF THE EAST RAIL
 FL1762'OF THE RAILROAD TRACKS.
 FL1762'
 FL1762'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED POTTER 1951, SET
 FL1762'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FL1762'FLUSH WITH THE GROUND.  IT IS LOCATED IN THE NORTHWEST CORNER
 FL1762'OF THE CROSSROADS AND 5 FEET NORTH OF A FENCE CORNER.
 FL1762'
 FL1762'TO REACH, FROM THE STATION, GO EAST, ON GRAVELED ROAD 0.5 MILE
 FL1762'TO CROSSROADS AND THE AZIMUTH MARK.
 FL1762'
 FL1762'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 FL1762
 FL1762                          STATION RECOVERY (1956)
 FL1762
 FL1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1762'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1762'MARK WERE RECOVERED IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING
 FL1762'TO STATION SITE ARE CORRECT.
 FL1762
 FL1762                          STATION RECOVERY (1966)
 FL1762
 FL1762'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 FL1762'RECOVERED BY--BUCE AND GUNN INC DALLAS
 FL1762'
 FL1762'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FL1762'THE DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1842 ***********************************************************************
 FL1842  DESIGNATION -  POTTER COUNTY NE CORNER 1951
 FL1842  PID         -  FL1842
 FL1842  STATE/COUNTY-  TX/POTTER
 FL1842  USGS QUAD   -  DEAL (1953)
 FL1842
 FL1842                         *CURRENT SURVEY CONTROL
 FL1842  ___________________________________________________________________
 FL1842* NAD 83(1993)-  35 37 12.11441(N)    101 37 22.18111(W)     ADJUSTED  
 FL1842* NAVD 88     -       977.     (meters)    3205.     (feet)  SCALED    
 FL1842  ___________________________________________________________________
 FL1842  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FL1842  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL1842
 FL1842  HORZ ORDER  -  THIRD
 FL1842
 FL1842.The horizontal coordinates were established by classical geodetic methods
 FL1842.and adjusted by the National Geodetic Survey in February 1996..
 FL1842.No horizontal observational check was made to the station.
 FL1842
 FL1842.The orthometric height was scaled from a topographic map.
 FL1842
 FL1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1842
 FL1842.The geoid height was determined by GEOID03.
 FL1842
 FL1842;                    North         East     Units Scale Factor Converg.
 FL1842;SPC TX N     - 1,179,728.524   188,873.411   MT  0.99991708   -0 04 16.3
 FL1842;SPC TX N     - 3,870,492.67    619,662.18   sFT  0.99991708   -0 04 16.3
 FL1842;UTM  14      - 3,944,973.629   262,455.082   MT  1.00029541   -1 31 41.8
 FL1842
 FL1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1842!SPC TX N     -   0.99985081  x   0.99991708  =   0.99976790
 FL1842!UTM  14      -   0.99985081  x   1.00029541  =   1.00014617
 FL1842
 FL1842                          SUPERSEDED SURVEY CONTROL
 FL1842
 FL1842  NAD 83(1993)-  35 37 12.11648(N)    101 37 22.17683(W) AD(       ) 3
 FL1842  NAD 83(1986)-  35 37 12.12197(N)    101 37 22.17110(W) AD(       ) 3
 FL1842  NAD 27      -  35 37 11.96500(N)    101 37 20.54600(W) AD(       ) 3
 FL1842
 FL1842.Superseded values are not recommended for survey control.
 FL1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1842.See file dsdata.txt to determine how the superseded data were derived.
 FL1842
 FL1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6245544974(NAD 83)
 FL1842_MARKER: Z = SEE DESCRIPTION
 FL1842_SETTING: 0 = UNSPECIFIED SETTING
 FL1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1842
 FL1842  HISTORY     - Date     Condition        Report By
 FL1842  HISTORY     - 1951     MONUMENTED       CGS
 FL1842  HISTORY     - 1956     GOOD             CGS
 FL1842
 FL1842                          STATION DESCRIPTION
 FL1842
 FL1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1842'LOCATED 1.9 MILES SOUTHWEST OF THE U.S. POST OFFICE IN FRITCH
 FL1842'AND 157 FEET EAST OF THE CENTERLINE OF TEXAS HIGHWAY 136 AT
 FL1842'A POINT WHERE A LARGE SIGN INDICATES THE HIGHWAY DIVISION
 FL1842'BETWEEN POTTER AND MOORE COUNTIES, AND SHORT SECTION OF FENCE
 FL1842'EXTEND TOWARDS THE HIGHWAY ON EACH SIDE.  IT IS ALSO ABOUT
 FL1842'70 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE IN BRUSH COVERED
 FL1842'PASTURE LAND.
 FL1842'
 FL1842'STATION IS THE CENTER OF THE CAST IRON PLATE WHICH MARKS THE
 FL1842'COUNTY CORNERS.  THE PLATE IS SET IN THE TOP OF A TAPERED
 FL1842'CONCRETE MONUMENT WHICH IS ABOUT 2 FEET SQUARE AT THE BASE
 FL1842'AND 3 FEET HIGH.  THE PLATE IS MARKED WITH TWO LONG LINES AT
 FL1842'RIGHT ANGLES TO EACH OTHER DIVIDING IT INTO 4 QUADRANTS.
 FL1842'THE NAMES OF A COUNTY IS PRINTED DIAGONALLY ACROSS EACH
 FL1842'QUADRANT.  THE NORTHWEST QUADRANT HAVING MOORE, THE NORTHEAST
 FL1842'HUTCHINSON THE SOUTHEAST CARSON AND THE SOUTHWEST POTTER.
 FL1842'
 FL1842'THIS MONUMENT IS REPUTED TO BE IN ERROR, AND ALL MAPS SHOW THE
 FL1842'SOUTHWEST CORNER OF HUTCHINSON COUNTY AND THE NORTHWEST CORNER
 FL1842'OF CARSON COUNTY TO BE AT THE SECOND COUNTY CORNER ABOUT 1500
 FL1842'FEET NORTH.
 FL1842'
 FL1842'A TRAVERSE CONNECTION WAS MADE TO STATION FRITCH.
 FL1842
 FL1842                          STATION RECOVERY (1956)
 FL1842
 FL1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1842'THE STATION WAS RECOVERED IN GOOD CONDITION.  DIRECTIONS FOR
 FL1842'PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1204 ***********************************************************************
 DN1204  DESIGNATION -  POTTSBORO MUNICIPAL TANK
 DN1204  PID         -  DN1204
 DN1204  STATE/COUNTY-  TX/GRAYSON
 DN1204  USGS QUAD   -  POTTSBORO (1982)
 DN1204
 DN1204                         *CURRENT SURVEY CONTROL
 DN1204  ___________________________________________________________________
 DN1204* NAD 83(1993)-  33 45 35.42523(N)    096 40 09.27805(W)     ADJUSTED  
 DN1204* NAVD 88     -                                                        
 DN1204  ___________________________________________________________________
 DN1204  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DN1204  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DN1204
 DN1204  HORZ ORDER  -  THIRD
 DN1204
 DN1204.The horizontal coordinates were established by classical geodetic methods
 DN1204.and adjusted by the National Geodetic Survey in February 1996..
 DN1204
 DN1204
 DN1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1204
 DN1204.The geoid height was determined by GEOID03.
 DN1204
 DN1204;                    North         East     Units Scale Factor Converg.
 DN1204;SPC TXNC     - 2,233,596.754   769,591.243   MT  0.99994886   +0 59 54.5
 DN1204;SPC TXNC     - 7,328,058.68  2,524,900.60   sFT  0.99994886   +0 59 54.5
 DN1204;UTM  14      - 3,737,968.832   715,867.058   MT  1.00017450   +1 17 44.6
 DN1204
 DN1204                          SUPERSEDED SURVEY CONTROL
 DN1204
 DN1204  NAD 83(1993)-  33 45 35.42718(N)    096 40 09.27706(W) AD(       ) 4
 DN1204  NAD 83(1986)-  33 45 35.43167(N)    096 40 09.26936(W) AD(       ) 4
 DN1204  NAD 27      -  33 45 35.05500(N)    096 40 08.28500(W) AD(       ) 3
 DN1204
 DN1204.Superseded values are not recommended for survey control.
 DN1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1204.See file dsdata.txt to determine how the superseded data were derived.
 DN1204
 DN1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1586737969(NAD 83)
 DN1204_MARKER: 53 = ELEVATED TANK
 DN1204
 DN1204  HISTORY     - Date     Condition        Report By
 DN1204  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1204  HISTORY     - 1957     GOOD             CGS
 DN1204  HISTORY     - 1963     GOOD             CGS
 DN1204  HISTORY     - 19951111 GOOD             USPSQD
 DN1204  HISTORY     - 20021116 MARK NOT FOUND   GEOCAC
 DN1204
 DN1204                          STATION DESCRIPTION
 DN1204
 DN1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1204'THE TANK IS LOCATED ABOUT 0.1 MILE NORTHWEST OF THE VILLAGE
 DN1204'OF POTTSBORO.
 DN1204'
 DN1204'THE TANK IS A STEEL TANK PAINTED ORANGE AND WHITE MOUNTED
 DN1204'ON TOP OF FOUR STEEL LEGS AND IS ABOUT 110 FEET HIGH.  THE
 DN1204'CENTER OF THE TOP OF TANK WAS INTERSECTED.
 DN1204
 DN1204                          STATION RECOVERY (1957)
 DN1204
 DN1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1204'TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1204'FOR PROCEEDING TO TANK SITE ARE CORRECT.
 DN1204
 DN1204                          STATION RECOVERY (1963)
 DN1204
 DN1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 DN1204'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 DN1204
 DN1204                          STATION RECOVERY (1995)
 DN1204
 DN1204'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1204'RECOVERED IN GOOD CONDITION.
 DN1204
 DN1204                          STATION RECOVERY (2002)
 DN1204
 DN1204'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 DN1204'THE TANK MATCHING THE DESCRIPTION AT THIS LOCATION NO LONGER EXISTS.
 DN1204'THERE IS A NEWER TANK A FEW BLOCKS AWAY THAT DOES NOT MATCH THE
 DN1204'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0982 ***********************************************************************
 CA0982  DESIGNATION -  POTTSVILLE LONE STAR MICROWAVE
 CA0982  PID         -  CA0982
 CA0982  STATE/COUNTY-  TX/HAMILTON
 CA0982  USGS QUAD   -  POTTSVILLE (1956)
 CA0982
 CA0982                         *CURRENT SURVEY CONTROL
 CA0982  ___________________________________________________________________
 CA0982* NAD 83(1993)-  31 39 48.11190(N)    098 21 29.39107(W)     ADJUSTED  
 CA0982* NAVD 88     -                                                        
 CA0982  ___________________________________________________________________
 CA0982  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 CA0982  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CA0982
 CA0982  HORZ ORDER  -  THIRD
 CA0982
 CA0982.The horizontal coordinates were established by classical geodetic methods
 CA0982.and adjusted by the National Geodetic Survey in February 1996..
 CA0982
 CA0982
 CA0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0982
 CA0982.The geoid height was determined by GEOID03.
 CA0982
 CA0982;                    North         East     Units Scale Factor Converg.
 CA0982;SPC TX C     - 3,223,013.040   887,299.103   MT  0.99994831   +1 01 02.4
 CA0982;SPC TX C     -10,574,168.62  2,911,080.47   sFT  0.99994831   +1 01 02.4
 CA0982;UTM  14      - 3,503,302.069   560,845.852   MT  0.99964566   +0 20 12.9
 CA0982
 CA0982                          SUPERSEDED SURVEY CONTROL
 CA0982
 CA0982  NAD 83(1986)-  31 39 48.12110(N)    098 21 29.37282(W) AD(       ) 4
 CA0982  NAD 27      -  31 39 47.56321(N)    098 21 28.23417(W) AD(       ) 3
 CA0982
 CA0982.Superseded values are not recommended for survey control.
 CA0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0982.See file dsdata.txt to determine how the superseded data were derived.
 CA0982
 CA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA6084603302(NAD 83)
 CA0982
 CA0982  HISTORY     - Date     Condition        Report By
 CA0982  HISTORY     - 1975     FIRST OBSERVED   NGS
 CA0982
 CA0982                          STATION DESCRIPTION
 CA0982
 CA0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 CA0982'POTTSVILLE, LONE STAR GAS COMPANY, MICROWAVE IS A TRIANGULAR
 CA0982'STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND
 CA0982'WHITE AND HAS THE OVERALL HEIGHT OF 320 FEET.
 CA0982'
 CA0982'THE MICROWAVE IS LOCATED ABOUT 1-1/2 MILE SOUTHWEST OF
 CA0982'POTTSVILLE, 4 MILES EAST OF INDIAN GAP, 22 MILES SOUTHEAST
 CA0982'OF COMANCHE.
 CA0982'
 CA0982'TO REACH FROM THE JUNCTION OF FARM ROADS 218 AND 221 IN THE
 CA0982'SOUTHWEST EDGE OF POTTSVILLE, GO SOUTH ON FARM ROAD 221 FOR
 CA0982'1.0 MILE TO A SIDE ROAD LEFT.  CONTINUE AHEAD FOR 0.95 MILE
 CA0982'TO A SIDE ROAD RIGHT.  TURN SHARP RIGHT AT A SIGN (LONE STAR
 CA0982'GAS) AND GO NORTH AND WEST ON WINDING ROAD FOR 1.35 MILES
 CA0982'TO THE MICROWAVE.
 CA0982'
 CA0982'STATION IS RED LIGHT ATOP THE MICROWAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1291 ***********************************************************************
 CR1291  DESIGNATION -  POUNDS
 CR1291  PID         -  CR1291
 CR1291  STATE/COUNTY-  TX/SMITH
 CR1291  USGS QUAD   -  CHANDLER (1973)
 CR1291
 CR1291                         *CURRENT SURVEY CONTROL
 CR1291  ___________________________________________________________________
 CR1291* NAD 83(1993)-  32 21 35.05736(N)    095 24 38.78440(W)     ADJUSTED  
 CR1291* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 CR1291  ___________________________________________________________________
 CR1291  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CR1291  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR1291
 CR1291  HORZ ORDER  -  FIRST
 CR1291
 CR1291.The horizontal coordinates were established by classical geodetic methods
 CR1291.and adjusted by the National Geodetic Survey in February 1996..
 CR1291
 CR1291.The orthometric height was scaled from a topographic map.
 CR1291
 CR1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1291
 CR1291.The geoid height was determined by GEOID03.
 CR1291
 CR1291;                    North         East     Units Scale Factor Converg.
 CR1291;SPC TXNC     - 2,081,130.431   890,707.343   MT  0.99994499   +1 41 05.4
 CR1291;SPC TXNC     - 6,827,842.09  2,922,262.34   sFT  0.99994499   +1 41 05.4
 CR1291;UTM  15      - 3,582,866.344   273,154.316   MT  1.00023462   -1 17 27.2
 CR1291
 CR1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1291!SPC TXNC     -   0.99997869  x   0.99994499  =   0.99992368
 CR1291!UTM  15      -   0.99997869  x   1.00023462  =   1.00021330
 CR1291
 CR1291:                Primary Azimuth Mark                     Grid Az
 CR1291:SPC TXNC     -  POUNDS AZ MK 2                           058 22 18.8
 CR1291:UTM  15      -  POUNDS AZ MK 2                           061 20 51.4
 CR1291
 CR1291|---------------------------------------------------------------------|
 CR1291| PID    Reference Object                     Distance      Geod. Az  |
 CR1291|                                                           dddmmss.s |
 CR1291| CY2880 POUNDS AZ MK 2                                     0600324.2 |
 CR1291| CY2879 POUNDS AZ MK                                       0605121.5 |
 CR1291| CR1286 TYLER MUNICIPAL TANK                APPROX. 8.7 KM 0902012.4 |
 CR1291| CR1293 AIRPORT BCN POUNDS FIELD TYLER      APPROX. 1.1 KM 0945042.8 |
 CR1291| CR1289 TYLER PEOPLES NATL BANK FLAG        APPROX.10.3 KM 0952540.1 |
 CR1291| CR1285 TYLER FIRST PRESBYTERIAN CH         APPROX.10.4 KM 1014554.5 |
 CR1291| CR1288 TYLER STATE PATROL RADIO MAST       APPROX. 9.0 KM 1050206.2 |
 CR1291| CY2882 POUNDS RM 2                          28.886 METERS 12149     |
 CR1291| CR1292 SUNSET HOME WATER TANK               21.675 METERS 14745     |
 CR1291| CY2881 POUNDS RM 1                          21.775 METERS 35857     |
 CR1291|---------------------------------------------------------------------|
 CR1291
 CR1291                          SUPERSEDED SURVEY CONTROL
 CR1291
 CR1291  NAD 83(1986)-  32 21 35.06534(N)    095 24 38.77023(W) AD(       ) 1
 CR1291  NAD 27      -  32 21 34.53950(N)    095 24 37.92940(W) AD(       ) 1
 CR1291
 CR1291.Superseded values are not recommended for survey control.
 CR1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1291.See file dsdata.txt to determine how the superseded data were derived.
 CR1291
 CR1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7315482866(NAD 83)
 CR1291_MARKER: DS = TRIANGULATION STATION DISK
 CR1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1291_STAMPING: POUNDS 1950
 CR1291_PROJECTION: FLUSH
 CR1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1291
 CR1291  HISTORY     - Date     Condition        Report By
 CR1291  HISTORY     - 1950     MONUMENTED       CGS
 CR1291  HISTORY     - 1955     GOOD             CGS
 CR1291  HISTORY     - 1956     GOOD             CGS
 CR1291  HISTORY     - 1958     GOOD             CGS
 CR1291  HISTORY     - 1963     GOOD             CGS
 CR1291  HISTORY     - 1966     GOOD             CGS
 CR1291  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR1291  HISTORY     - 19980609 GOOD             TXDOT
 CR1291
 CR1291                          STATION DESCRIPTION
 CR1291
 CR1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1291'STATION IS LOCATED ALONG THE WEST EDGE OF POUNDS AIRFIELD
 CR1291'AND ABOUT 6 MILES WEST OF TYLER.  IT IS NEAR A GROUP OF UTILITY
 CR1291'BUILDINGS, 25.3 FEET NORTH-NORTHWEST OF THE NORTHWEST LEG
 CR1291'OF A WATER TANK, 2-1/2 FEET EAST OF THE WEST BOUNDRY FENCE OF
 CR1291'THE FIELD AND 7 FEET NORTH OF A WHITE WITNESS POST.  THE
 CR1291'MARK PROJECTS ABOUT 2 INCHES AND THE DISC IS STAMPED, POUNDS
 CR1291'1950.
 CR1291'
 CR1291'REFERENCE MARK NO. 1 IS ALONG THE WEST BOUNDRY FENCE, 6 INCHES
 CR1291'EAST OF THE FENCE AND 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CR1291'OF A CONCRETE FOUNDATION OF A BUILDING.  THE MARK PROJECTS
 CR1291'ABOUT 4 INCHES AND THE DISC IS STAMPED, POUNDS NO 1 1950.
 CR1291'
 CR1291'REFERENCE MARK NO. 2 IS 2 FEET WEST OF THE NORTHWEST CORNER
 CR1291'OF A WHITE BUILDING AND 29 FEET EAST OF THE NORTHEAST LEG OF
 CR1291'THE WATER TANK.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 CR1291'DISC IS STAMPED, POUNDS NO 2 1950.
 CR1291'
 CR1291'AZIMUTH MARK IS ALONG THE SOUTH SIDE OF STATE ROUTE 64,
 CR1291'59 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 CR1291'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE AND 2.8 FEET WEST
 CR1291'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES
 CR1291'AND THE DISC IS STAMPED POUNDS 1950.
 CR1291'
 CR1291'STATION WAS REACHED FROM THE SOUTHWEST CORNER OF THE SQUARE
 CR1291'IN TYLER BY GOING WEST ON STATE ROUTE 64 FOR 6.2 MILES TO THE
 CR1291'AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.  FROM HERE CONTINUE
 CR1291'WEST FOR 0.25 MILE TO A GATE ON THE LEFT AND SIGN, SUNSET
 CR1291'HOME, A HOME FOR THE AGED.  TURN LEFT AND GO 0.2 MILE TO A
 CR1291'GROUP OF UTILITY BUILDINGS AND WATER TANK AND THE STATION
 CR1291'SITE AS MENTIONED ABOVE.
 CR1291'
 CR1291'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 CR1291'
 CR1291'A 64 FOOT TOWER AT ECHOLS 1935 WAS VISIBLE AT 25 FEET.
 CR1291'
 CR1291'A 64 FOOT TOWER AT LILES WAS VISIBLE AT 35 FEET.
 CR1291'
 CR1291'A 77 FOOT TOWER AT PARKER WAS VISIBLE AT 35 FEET.
 CR1291'
 CR1291'A 77 FOOT TOWER AT EBY WAS VISIBLE AT 45 FEET.
 CR1291'
 CR1291'A 4 FOOT STAND AT WILLOW WAS VISIBLE FROM THE GROUND.
 CR1291'
 CR1291'A 77 FOOT TOWER AT TYLER WAS VISIBLE AT 45 FEET.
 CR1291'
 CR1291'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1291
 CR1291                          STATION RECOVERY (1955)
 CR1291
 CR1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CR1291'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CR1291'THE AZIMUTH WAS SEARCHED FOR BUT IT WAS NOT RECOVERED.  THE
 CR1291'HIGHWAY HAS BEEN WIDENED AND DITCHED AT THE SITE AND IT IS
 CR1291'BELIEVED THAT THE AZIMUTH MARK IS DESTROYED.
 CR1291
 CR1291                          STATION RECOVERY (1956)
 CR1291
 CR1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1291'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CR1291'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CR1291'TO STATION SITE ARE CORRECT.
 CR1291
 CR1291                          STATION RECOVERY (1958)
 CR1291
 CR1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1291'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CR1291'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 CR1291'MARK WAS ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 CR1291'
 CR1291'THE STATION IS LOCATED ABOUT 6 MILES WEST OF TYLER ALONG THE
 CR1291'WEST EDGE OF POUNDS AIRFIELD AND NEAR THE SUNSET HOME,
 CR1291'WATER TANK.  IT IS 52 FEET NORTHWEST OF THE NORTHWEST LEG
 CR1291'OF A WATER TANK, 48 FEET SOUTH OF A CYCLONE FENCE, 7 FEET
 CR1291'NORTH OF A WHITE WITNESS POST AND 2 FEET EAST OF A FENCE.
 CR1291'THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1291'AND IS STAMPED POUNDS 1950.
 CR1291'
 CR1291'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF THE SOUTHWEST FENCE
 CR1291'CORNER, 20 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SUN SHADE
 CR1291'AND 6 INCHES EAST OF A CYCLONE FENCE.  THE MARK PROJECTS ABOUT
 CR1291'5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED POUNDS
 CR1291'NO 1 1950.
 CR1291'
 CR1291'REFERENCE MARK NO. 2 IS 29 FEET EAST OF THE NORTHEAST LEG
 CR1291'OF A WATER TANK AND 2 FEET WEST OF THE NORTHWEST CORNER
 CR1291'OF AN ENGINE ROOM.  THE MARK IS SET FLUSH WITH THE SURFACE
 CR1291'OF THE GROUND AND IS STAMPED POUNDS NO 2 1950.
 CR1291'
 CR1291'THE AZIMUTH MARK IS 80 FEET SOUTH OF THE CENTER OF STATE
 CR1291'HIGHWAY 64 AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 CR1291'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 CR1291'IS STAMPED POUNDS 1950 RESET 1958.
 CR1291'
 CR1291'A TRAVERSE WAS MADE TO THE SUNSET HOME, WATER TANK.  THE TANK
 CR1291'HAS A CONCIAL SHAPED ROOF WITH A RED LIGHT AT THE APEX AND
 CR1291'IS PAINTED RED AND WHITE.  IT IS SUPPORTED BY A 6 LEGGED STEEL
 CR1291'STRUCTURE AND AS AN OVER-ALL HEIGHT OF 100 FEET.
 CR1291'
 CR1291'TO REACH THE STATION FROM THE POST OFFICE IN TYLER GO WEST
 CR1291'ON FERGUSON STREET FOR 0.15 MILE TO NORTH BONNER AVENUE.  TURN LEFT
 CR1291'ON NORTH BONNER AVENUE AND GO 0.1 MILE TO WEST ERWIN STREET.
 CR1291'AND GO 0.8 MILE TO THE JUNCTION WITH STATE HIGHWAY 64.
 CR1291'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 64 AND GO 5.1 MILES
 CR1291'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 CR1291'STRAIGHT AHEAD AND GO 0.3 MILES TO AN OIL ROAD LEFT AND A
 CR1291'SIGN SUNSET HOME.  TURN LEFT ON THE OIL ROAD AND GO 0.2 MILE
 CR1291'TO THE STATION AS DESCRIBED NEAR THE SUNSET HOME, WATER TANK.
 CR1291'
 CR1291'HEIGHT OF LIGHT ABOVE THE STATION MARK 26.5
 CR1291
 CR1291                          STATION RECOVERY (1963)
 CR1291
 CR1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CR1291'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 CR1291
 CR1291                          STATION RECOVERY (1966)
 CR1291
 CR1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CR1291'THE STATION AND REFERENCES MARKS WERE RECOVERED AS DESCRIBED.
 CR1291'
 CR1291'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 CR1291'WEST OF TYLER.
 CR1291
 CR1291                          STATION RECOVERY (1991)
 CR1291
 CR1291'RECOVERY NOTE BY US POWER SQUADRON 1991 (AFA)
 CR1291'MARK NOT FOUND.
 CR1291
 CR1291                          STATION RECOVERY (1998)
 CR1291
 CR1291'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CR1291'STATION RECOVERED.  OTHER MARKS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1417 ***********************************************************************
 DM1417  DESIGNATION -  POWDERLY
 DM1417  PID         -  DM1417
 DM1417  STATE/COUNTY-  TX/LAMAR
 DM1417  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM1417
 DM1417                         *CURRENT SURVEY CONTROL
 DM1417  ___________________________________________________________________
 DM1417* NAD 83(1993)-  33 49 24.23194(N)    095 31 06.07299(W)     ADJUSTED  
 DM1417* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 DM1417  ___________________________________________________________________
 DM1417  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DM1417  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DM1417
 DM1417  HORZ ORDER  -  SECOND
 DM1417
 DM1417.The horizontal coordinates were established by classical geodetic methods
 DM1417.and adjusted by the National Geodetic Survey in February 1996..
 DM1417
 DM1417.The orthometric height was scaled from a topographic map.
 DM1417
 DM1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1417
 DM1417.The geoid height was determined by GEOID03.
 DM1417
 DM1417;                    North         East     Units Scale Factor Converg.
 DM1417;SPC TXNC     - 2,243,085.099   875,980.281   MT  0.99996318   +1 37 34.2
 DM1417;SPC TXNC     - 7,359,188.36  2,873,945.31   sFT  0.99996318   +1 37 34.2
 DM1417;SPC OK S     -    57,184.395   829,721.973   MT  1.00002343   +1 24 31.0
 DM1417;SPC OK S     -   187,612.47  2,722,179.51   sFT  1.00002343   +1 24 31.0
 DM1417;UTM  15      - 3,745,427.254   266,926.563   MT  1.00026973   -1 24 08.8
 DM1417
 DM1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1417!SPC TXNC     -   0.99997877  x   0.99996318  =   0.99994195
 DM1417!SPC OK S     -   0.99997877  x   1.00002343  =   1.00000220
 DM1417!UTM  15      -   0.99997877  x   1.00026973  =   1.00024850
 DM1417
 DM1417|---------------------------------------------------------------------|
 DM1417| PID    Reference Object                     Distance      Geod. Az  |
 DM1417|                                                           dddmmss.s |
 DM1417| CY2883 POWDERLY RM 1                        35.498 METERS 01015     |
 DM1417| CY2884 POWDERLY RM 2                        31.289 METERS 07447     |
 DM1417| DM1428 PARIS RADIO STA KFTV MAST           APPROX.11.5 KM 1934126.4 |
 DM1417| DM1418 CAMP MAXEY STACK                    APPROX. 5.5 KM 2005633.7 |
 DM1417| DM1416 CAMP MAXEY WATER TANK               APPROX. 5.7 KM 2132148.0 |
 DM1417| DM0578 X 154                               APPROX. 0.5 KM 3525342.1 |
 DM1417|---------------------------------------------------------------------|
 DM1417
 DM1417                          SUPERSEDED SURVEY CONTROL
 DM1417
 DM1417  NAD 83(1993)-  33 49 24.23215(N)    095 31 06.07272(W) AD(       ) 2
 DM1417  NAD 83(1986)-  33 49 24.23790(N)    095 31 06.06256(W) AD(       ) 2
 DM1417  NAD 27      -  33 49 23.86300(N)    095 31 05.21600(W) AD(       ) 2
 DM1417
 DM1417.Superseded values are not recommended for survey control.
 DM1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1417.See file dsdata.txt to determine how the superseded data were derived.
 DM1417
 DM1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6692745427(NAD 83)
 DM1417_MARKER: DS = TRIANGULATION STATION DISK
 DM1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1417
 DM1417  HISTORY     - Date     Condition        Report By
 DM1417  HISTORY     - 1951     MONUMENTED       CGS
 DM1417  HISTORY     - 1957     GOOD             CGS
 DM1417  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 DM1417
 DM1417                          STATION DESCRIPTION
 DM1417
 DM1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1417'STATION IS LOCATED ABOUT 3-1/4 MILES SOUTH SOUTHWEST OF ARTHUR
 DM1417'CITY AND 0.85 MILE NORTH NORTHEAST OF THE POWDERLY POST OFFICE.
 DM1417'STATION IS 96 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 271
 DM1417'AND 65 FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 DM1417'THE DISK IS STAMPED POWDERLY 1951.
 DM1417'
 DM1417'REFERENCE MARK NO. 1 IS 51 FEET EAST OF FENCE AND 2 FEET
 DM1417'WEST OF AN OAK TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 DM1417'DISK IS STAMPED POWDERLY NO 1 1951.
 DM1417'
 DM1417'REFERENCE MARK NO. 2 IS 70 FEET NORTH OF FENCE.  THE MARK PROJECTS
 DM1417'ABOUT 6 INCHES AND THE DISK IS STAMPED POWDERLY NO 2 1951.
 DM1417'
 DM1417'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK X154 1933 WHICH
 DM1417'WAS USED AS AZIMUTH MARK.  THE MARK IS 46 FEET EAST OF EAST
 DM1417'RAIL OF RAILROAD TRACK, 17 FEET NORTH OF THE APPROXIMATE
 DM1417'CENTERLINE OF DIRT ROAD AND 3 FEET NORTHWEST OF FENCE CORNER
 DM1417'AND WITNESS POST.  THE MARK IS A 1 FOOT SQUARE CONCRETE BLOCK
 DM1417'WITH STANDARD DISK, PROJECTS ABOUT 1 FOOT AND THE DISK IS
 DM1417'STAMPED X154 1933.
 DM1417'
 DM1417'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND
 DM1417'FARM ROAD 197 IN ARTHUR CITY GO SOUTHERLY ON U.S. HIGHWAY
 DM1417'271 FOR 3.35 MILES TO STATION ON LEFT OR EAST SIDE OF HIGHWAY
 DM1417'AS DESCRIBED.  TO REACH BENCH MARK FROM STATION GO NORTH ON U.S.
 DM1417'HIGHWAY 271 FOR 0.35 MILE TO DIRT T ROAD LEFT.  TURN LEFT
 DM1417'AND GO WEST FOR 0.1 MILE TO MARK ON RIGHT JUST BEFORE REACHING
 DM1417'RAILROAD CROSSING AS DESCRIBED.
 DM1417'
 DM1417'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1417
 DM1417                          STATION RECOVERY (1957)
 DM1417
 DM1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1417'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1417'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1417
 DM1417                          STATION RECOVERY (1995)
 DM1417
 DM1417'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0177 ***********************************************************************
 FL0177  DESIGNATION -  POWELL
 FL0177  PID         -  FL0177
 FL0177  STATE/COUNTY-  TX/WHEELER
 FL0177  USGS QUAD   -  RAMSDELL (1963)
 FL0177
 FL0177                         *CURRENT SURVEY CONTROL
 FL0177  ___________________________________________________________________
 FL0177* NAD 83(1993)-  35 10 51.64744(N)    100 26 42.14135(W)     ADJUSTED  
 FL0177* NAVD 88     -       818.158  (meters)    2684.24   (feet)  ADJUSTED  
 FL0177  ___________________________________________________________________
 FL0177  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FL0177  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL0177  DYNAMIC HT  -         817.281 (meters)    2681.36  (feet)  COMP
 FL0177  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 FL0177
 FL0177  HORZ ORDER  -  SECOND
 FL0177  VERT ORDER  -  FIRST     CLASS II
 FL0177
 FL0177.The horizontal coordinates were established by classical geodetic methods
 FL0177.and adjusted by the National Geodetic Survey in February 1996..
 FL0177
 FL0177.The orthometric height was determined by differential leveling
 FL0177.and adjusted by the National Geodetic Survey in June 1991..
 FL0177
 FL0177.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0177
 FL0177.The geoid height was determined by GEOID03.
 FL0177
 FL0177.The dynamic height is computed by dividing the NAVD 88
 FL0177.geopotential number by the normal gravity value computed on the
 FL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0177.degrees latitude (g = 980.6199 gals.).
 FL0177
 FL0177.The modeled gravity was interpolated from observed gravity values.
 FL0177
 FL0177;                    North         East     Units Scale Factor Converg.
 FL0177;SPC TX N     - 1,131,530.272   296,083.300   MT  0.99991938   +0 36 41.0
 FL0177;SPC TX N     - 3,712,362.23    971,399.96   sFT  0.99991938   +0 36 41.0
 FL0177;UTM  14      - 3,894,073.135   368,424.092   MT  0.99981336   -0 49 57.7
 FL0177
 FL0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0177!SPC TX N     -   0.99987571  x   0.99991938  =   0.99979510
 FL0177!UTM  14      -   0.99987571  x   0.99981336  =   0.99968909
 FL0177
 FL0177:                Primary Azimuth Mark                     Grid Az
 FL0177:SPC TX N     -  POWELL AZ MK                             016 51 02.5
 FL0177:UTM  14      -  POWELL AZ MK                             018 17 41.2
 FL0177
 FL0177|---------------------------------------------------------------------|
 FL0177| PID    Reference Object                     Distance      Geod. Az  |
 FL0177|                                                           dddmmss.s |
 FL0177| CL3775 POWELL AZ MK                                       0172743.5 |
 FL0177| FL0178 POWELL RM 1                          12.415 METERS 18405     |
 FL0177| FL0174 POWELL RM 2                          13.390 METERS 27957     |
 FL0177|---------------------------------------------------------------------|
 FL0177
 FL0177                          SUPERSEDED SURVEY CONTROL
 FL0177
 FL0177  NAD 83(1993)-  35 10 51.64857(N)    100 26 42.14092(W) AD(       ) 2
 FL0177  NAD 83(1986)-  35 10 51.65141(N)    100 26 42.13216(W) AD(       ) 2
 FL0177  NAD 27      -  35 10 51.47100(N)    100 26 40.67700(W) AD(       ) 2
 FL0177  NGVD 29 (??/??/92)  817.849  (m)         2683.23   (f) ADJ UNCH    1 2
 FL0177
 FL0177.Superseded values are not recommended for survey control.
 FL0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0177.See file dsdata.txt to determine how the superseded data were derived.
 FL0177
 FL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6842494073(NAD 83)
 FL0177_MARKER: DS = TRIANGULATION STATION DISK
 FL0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0177_STAMPING: POWELL 1951
 FL0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0177+STABILITY: SURFACE MOTION
 FL0177
 FL0177  HISTORY     - Date     Condition        Report By
 FL0177  HISTORY     - 1951     MONUMENTED       CGS
 FL0177  HISTORY     - 1953     GOOD             CGS
 FL0177  HISTORY     - 1953     GOOD             NGS
 FL0177  HISTORY     - 1955     GOOD             CGS
 FL0177
 FL0177                          STATION DESCRIPTION
 FL0177
 FL0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL0177'THE STATION IS LOCATED ON THE HIGHEST POINT IN THE PASTURE OF MR.
 FL0177'LOUIS POWELL, ABOUT 11.5 MILES AIRLINE WEST-SOUTHWEST OF
 FL0177'SHAMROCK, ABOUT 10 MILES EAST-SOUTHEAST OF MC LEAN, 0.1 MILE
 FL0177'SOUTH OF FARM BUILDINGS, AND 2 FEET WEST OF A WITNESS POST.
 FL0177'THE STATION MARK IS A BRONZE DISK STAMPED POWELL 1951, AND
 FL0177'IS SET IN A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FL0177'
 FL0177'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED POWELL NO 1 1951,
 FL0177'AND IS SET IN A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FL0177'
 FL0177'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED POWELL NO 2
 FL0177'1951, AND IS SET IN A CONCRETE POST THAT IS FLUSH WITH THE
 FL0177'GROUND.
 FL0177'
 FL0177'THE AZIMUTH MARK IS LOCATED NORTH OF THE STATION, 60 FEET EAST OF
 FL0177'A VACANT RED BRICK SCHOOL BUILDING, 50 FEET WEST OF A DIRT
 FL0177'ROAD, 3 FEET NORTHWEST OF A WITNESS POST, AND 1 FOOT WEST OF
 FL0177'A WIRE FENCE.  THE MARK IS A BRONZE DISK STAMPED POWELL 1951 AND
 FL0177'IS SET IN A CONCRETE POST THAT PROJECTS 4 INCHES.
 FL0177'
 FL0177'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 83 IN
 FL0177'SHAMROCK, GO WEST ON HIGHWAY 66 FOR 10.8 MILES TO CROSSROADS.
 FL0177'TURN LEFT AND FOLLOW DIRT ROAD SOUTHWEST FOR 3.0 MILES CROSSING
 FL0177'A RAILROAD.  CONTINUE SOUTH ON DIRT ROAD FOR 0.3 MILE TO SCHOOL
 FL0177'HOUSE AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 FL0177'SOUTH TO WHERE THE ROAD TURNS SHARP RIGHT.  KEEP STRAIGHT AHEAD
 FL0177'PASSING THROUGH A WIRE GATE INTO A BARN YARD.  PASS THROUGH
 FL0177'THE BARN YARD THROUGH TWO GATES AT THE WEST END OF THE BARN
 FL0177'ONTO A TRACK ROAD.  FOLLOW THE TRACK ROAD SOUTH FOR 0.1 MILE TO
 FL0177'THE STATION SITE ON THE LEFT AS DESCRIBED.
 FL0177
 FL0177                          STATION RECOVERY (1953)
 FL0177
 FL0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FL0177'10.25 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0177'RAILROAD FROM THE STATION AT MC LEAN, THENCE 0.65 MILE SOUTH
 FL0177'ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE SOUTH TO THE TOP OF
 FL0177'AN EAST AND WEST RIDGE, JUST SOUTH OF A GROUP OF FARM BUILDINGS,
 FL0177'75 FEET EAST OF THE CENTER LINE OF A PASTURE ROAD, A
 FL0177'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 FL0177'WHICH IS FLUSH WITH THE GROUND.  STAMPED POWELL 1951.
 FL0177'
 FL0177'POWELL R.M. 1 IS 40.7 FEET SOUTH OF TRIANGULATION STATION POWELL
 FL0177'1951, 78 FEET EAST OF THE CENTER LINE OF A PASTURE ROAD, A
 FL0177'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 FL0177'FLUSH WITH THE GROUND, STAMPED POWELL NO 1 1951.
 FL0177'
 FL0177'POWELL R.M. 2 IS 43.0 FEET WEST OF TRIANGULATION STATION POWELL
 FL0177'1951, 29.5 FEET EAST OF THE CENTER LINE OF A PASTURE ROAD, A
 FL0177'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 FL0177'IS FLUSH WITH THE GROUND, STAMPED POWELL NO 2 1951.
 FL0177'
 FL0177'POWELL 1951 AZIMUTH IS 0.5 MILE NORTH OF TRIANGULATION STATION
 FL0177'POWELL 1951, 56.6 FEET EAST OF THE SOUTHEAST CORNER OF A BRICK
 FL0177'SCHOOLHOUSE, 65 FEET WEST OF THE CENTER LINE OF A ROAD, 1.8
 FL0177'FEET WEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST,
 FL0177'AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 FL0177'PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED POWELL 1951.
 FL0177
 FL0177                          STATION RECOVERY (1953)
 FL0177
 FL0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FL0177'11.0 MI E FROM MCLEAN.
 FL0177'10.25 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0177'FROM THE STATION AT MCLEAN, THENCE 0.65 MILE SOUTH ALONG A GRADED DIRT
 FL0177'ROAD, THENCE 0.1 MILE SOUTH TO THE TOP OF AN EAST AND WEST RIDGE, JUST
 FL0177'SOUTH OF A GROUP OF FARM BUILDINGS, 75 FEET EAST OF THE CENTER LINE OF
 FL0177'A PASTURE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 FL0177'THE GROUND.
 FL0177
 FL0177                          STATION RECOVERY (1955)
 FL0177
 FL0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FL0177'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK RECOVERED AS
 FL0177'DESCRIBED.
 FL0177'
 FL0177'THE AZIMUTH MARK IS 0.5 MILE N OF STATION, 65 FEET W OF CENTER
 FL0177'LINE OF A ROAD, 147 FEET NE OF A POWER POLE, 56.6 FEET E OF
 FL0177'THE SOUTHEAST CORNER OF THE FOUNDATION OF AN OLD BRICK SCHOOLHOUSE
 FL0177'WHICH HAS BEEN TORN DOWN, 1.8 FEET W OF A FENCE AND 3 FEET NW
 FL0177'OF A WITNESS POST.  THE AZIMUTH MARK DISK IS SET IN THE TOP OF
 FL0177'A CONCRETE POST WHICH PROJECTS 0.6 FEET ABOVE THE GROUND AND
 FL0177'STAMPED POWELL 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3081 ***********************************************************************
 CS3081  DESIGNATION -  POWELL
 CS3081  PID         -  CS3081
 CS3081  STATE/COUNTY-  TX/BOSQUE
 CS3081  USGS QUAD   -  LAKESIDE VILLAGE (1976)
 CS3081
 CS3081                         *CURRENT SURVEY CONTROL
 CS3081  ___________________________________________________________________
 CS3081* NAD 83(1993)-  32 01 32.56238(N)    097 29 46.92847(W)     ADJUSTED  
 CS3081* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 CS3081  ___________________________________________________________________
 CS3081  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CS3081  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS3081
 CS3081  HORZ ORDER  -  SECOND
 CS3081
 CS3081.The horizontal coordinates were established by classical geodetic methods
 CS3081.and adjusted by the National Geodetic Survey in February 1996..
 CS3081
 CS3081.The orthometric height was scaled from a topographic map.
 CS3081
 CS3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3081
 CS3081.The geoid height was determined by GEOID03.
 CS3081
 CS3081;                    North         East     Units Scale Factor Converg.
 CS3081;SPC TX C     - 3,264,945.714   967,980.867   MT  1.00004135   +1 27 40.3
 CS3081;SPC TX C     -10,711,742.73  3,175,783.89   sFT  1.00004135   +1 27 40.3
 CS3081;SPC TXNC     - 2,040,269.017   694,811.319   MT  1.00003155   +0 32 50.5
 CS3081;SPC TXNC     - 6,693,782.60  2,279,560.14   sFT  1.00003155   +0 32 50.5
 CS3081;UTM  14      - 3,544,273.844   641,993.522   MT  0.99984865   +0 47 51.0
 CS3081
 CS3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3081!SPC TX C     -   0.99997089  x   1.00004135  =   1.00001224
 CS3081!SPC TXNC     -   0.99997089  x   1.00003155  =   1.00000244
 CS3081!UTM  14      -   0.99997089  x   0.99984865  =   0.99981954
 CS3081
 CS3081:                Primary Azimuth Mark                     Grid Az
 CS3081:SPC TX C     -  POWELL AZ MK                             127 16 48.1
 CS3081:SPC TXNC     -  POWELL AZ MK                             128 11 37.9
 CS3081:UTM  14      -  POWELL AZ MK                             127 56 37.4
 CS3081
 CS3081|---------------------------------------------------------------------|
 CS3081| PID    Reference Object                     Distance      Geod. Az  |
 CS3081|                                                           dddmmss.s |
 CS3081| CY2885 POWELL AZ MK                                       1284428.4 |
 CS3081| CY2886 POWELL RM 1                           6.945 METERS 13334     |
 CS3081| CY2887 POWELL RM 2                           8.380 METERS 24624     |
 CS3081|---------------------------------------------------------------------|
 CS3081
 CS3081                          SUPERSEDED SURVEY CONTROL
 CS3081
 CS3081  NAD 83(1986)-  32 01 32.56909(N)    097 29 46.90647(W) AD(       ) 2
 CS3081  NAD 27      -  32 01 32.02000(N)    097 29 45.84100(W) AD(       ) 2
 CS3081
 CS3081.Superseded values are not recommended for survey control.
 CS3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3081.See file dsdata.txt to determine how the superseded data were derived.
 CS3081
 CS3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4199444274(NAD 83)
 CS3081_MARKER: DS = TRIANGULATION STATION DISK
 CS3081_SETTING: 66 = SET IN ROCK OUTCROP
 CS3081_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CS3081
 CS3081  HISTORY     - Date     Condition        Report By
 CS3081  HISTORY     - 1944     MONUMENTED       CGS
 CS3081  HISTORY     - 1966     GOOD             USGS
 CS3081
 CS3081                          STATION DESCRIPTION
 CS3081
 CS3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3081'STATION IS LOCATED ABOUT 3.0 MILES S OF KOPPERL, 2.75 MILES
 CS3081'NW OF STEINER, AND ABOUT 0.5 MILE W OF THE BRAZOS RIVER, ON
 CS3081'LAND OWNED BY W.E. JONES.  IT IS ON THE EXTREME SE END OF THE
 CS3081'MOST E ONE OF THE POWELLDALE MOUNTAINS, ABOUT 0.2 MILE NW OF
 CS3081'THE RANCH HOUSE, 25 FEET NW OF THE SE EDGE OF THE RIDGE, SET IN
 CS3081'A SMALL CLEARING.
 CS3081'
 CS3081'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 CS3081'BEDROCK, STAMPED POWELL 1944, AND SET FLUSH WITH THE ROCK
 CS3081'SURFACE.
 CS3081'
 CS3081'REFERENCE MARK 1 IS SE OF THE STATION, 2 FEET NW OF THE SE
 CS3081'EDGE OF THE RIDGE.  IT IS A BRONZE REFERENCE DISK SET IN
 CS3081'OUTCROPPING BEDROCK, STAMPED POWELL NO 1 1944, AND SET FLUSH
 CS3081'WITH THE ROCK SURFACE.
 CS3081'
 CS3081'REFERENCE MARK 2 IS W OF THE STATION AND 3 FEET E OF THE W
 CS3081'EDGE OF THE RIDGE.  IT IS A BRONZE REFERENCE DISK SET IN
 CS3081'OUTCROPPING BEDROCK, STAMPED POWELL NO 2 1944, AND SET FLUSH
 CS3081'WITH THE ROCK SURFACE.
 CS3081'
 CS3081'AZIMUTH MARK IS ABOUT 0.3 MILE SE OF THE STATION, 18 FEET W
 CS3081'OF THE CENTER OF THE BOARD GATE, 25 FEET N OF THE CENTER
 CS3081'LINE OF THE GRADED DIRT ROAD, 0.1 MILE SW OF THE RANCH HOUSE,
 CS3081'AND 1 FOOT N OF THE FENCE LINE.  IT IS A BRONZE AZIMUTH DISK
 CS3081'SET IN THE TOP OF A CONCRETE POST, STAMPED POWELL 1944, AND
 CS3081'PROJECTS ABOUT 3 INCHES.  TO REACH FROM THE STATION, GO BACK
 CS3081'SE TO THE BOARD GATE INTO THE RANCH AS MENTIONED IN DESCRIPTION
 CS3081'AND THE MARK ON THE RIGHT.
 CS3081'
 CS3081'TO REACH THE STATION FROM THE SMALL STORE IN STEINER, GO NW
 CS3081'ON GRADED DIRT ROAD TOWARD KOPPERL FOR 3.2 MILES TO CROSSROADS,
 CS3081'TURN RIGHT AND GO SE FOR 0.35 MILE TO A BOARD GATE ON THE LEFT.
 CS3081'TURN LEFT THROUGH BOARD GATE AND FOLLOW RANCH ROAD FOR 0.1 MILE
 CS3081'TO RANCH HOUSE.  BEAR LEFT AROUND THE W SIDE OF THE RANCH
 CS3081'HOUSE AND FOLLOW DIM TRACK ROAD NW FOR 0.2 MILE, BEAR RIGHT
 CS3081'AROUND THE S SIDE OF THE HILL FOR 0.2 MILE TO THE EXTREME SE
 CS3081'END OF THE RIDGE.  FROM THIS POINT PACK UPHILL FOR ABOUT 0.05
 CS3081'MILE TO THE STATION.
 CS3081'
 CS3081'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 CS3081'
 CS3081'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CS3081
 CS3081                          STATION RECOVERY (1966)
 CS3081
 CS3081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CS3081'STATION FOUND IN GOOD CONDITION.  TO REACH FROM THE INTERSECTION
 CS3081'OF FM HWYS 56 AND 927 IN LAKESIDE VILLAGE, GO E ON PAVED ROAD
 CS3081'FOR 0.4 MILE TO T-ROAD.  GO LEFT ON PAVED ROAD FOR 0.3 MILE
 CS3081'TO TOP OF RIDGE.  TURN LEFT THRU CAP GROUND FOR 0.1 MILE TO
 CS3081'S END OF RIDGE AND STATION.
 CS3081'
 CS3081'DRILL HOLE FOR R.M. 2 WAS FOUND, BUT MARK HAS BEEN REMOVED.
 CS3081'
 CS3081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES S OF
 CS3081'KOPPERL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0969 ***********************************************************************
 CB0969  DESIGNATION -  POWELL
 CB0969  PID         -  CB0969
 CB0969  STATE/COUNTY-  TX/CROCKETT
 CB0969  USGS QUAD   -  TEXON SE (1970)
 CB0969
 CB0969                         *CURRENT SURVEY CONTROL
 CB0969  ___________________________________________________________________
 CB0969* NAD 83(1993)-  31 00 29.26109(N)    101 34 15.78285(W)     ADJUSTED  
 CB0969* NAVD 88     -       862.0    (meters)    2828.     (feet)  VERTCON   
 CB0969  ___________________________________________________________________
 CB0969  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CB0969  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CB0969
 CB0969  HORZ ORDER  -  FIRST
 CB0969
 CB0969.The horizontal coordinates were established by classical geodetic methods
 CB0969.and adjusted by the National Geodetic Survey in February 1996..
 CB0969
 CB0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0969
 CB0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0969
 CB0969.The geoid height was determined by GEOID03.
 CB0969
 CB0969;                    North         East     Units Scale Factor Converg.
 CB0969;SPC TX C     - 3,149,365.117   581,819.150   MT  0.99988175   -0 38 15.0
 CB0969;SPC TX C     -10,332,542.05  1,908,851.66   sFT  0.99988175   -0 38 15.0
 CB0969;UTM  14      - 3,433,341.129   254,533.789   MT  1.00034330   -1 19 30.6
 CB0969
 CB0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0969!SPC TX C     -   0.99986840  x   0.99988175  =   0.99975017
 CB0969!UTM  14      -   0.99986840  x   1.00034330  =   1.00021166
 CB0969
 CB0969|---------------------------------------------------------------------|
 CB0969| PID    Reference Object                     Distance      Geod. Az  |
 CB0969|                                                           dddmmss.s |
 CB0969| CI0224 POWELL RM 1                          24.529 METERS 09057     |
 CB0969| BO0546 WINDMILL NORTH OF STA CROCKETT      APPROX. 8.1 KM 1791528.9 |
 CB0969| BO0550 WINDMILL SW OF STA WORLD            APPROX. 8.5 KM 2253955.4 |
 CB0969| CB0972 HUMBLE OIL REFINERY WATER TK        APPROX.16.9 KM 3313338.1 |
 CB0969| CI0223 POWELL AZ MK                                       3334654.0 |
 CB0969| CI0225 POWELL RM 2                         124.334 METERS 35610     |
 CB0969|---------------------------------------------------------------------|
 CB0969
 CB0969                          SUPERSEDED SURVEY CONTROL
 CB0969
 CB0969  NAD 83(1986)-  31 00 29.27178(N)    101 34 15.76891(W) AD(       ) 1
 CB0969  NAD 27      -  31 00 28.69300(N)    101 34 14.34300(W) AD(       ) 1
 CB0969  NGVD 29 (07/19/86)  861.7    (m)         2827.     (f) VERT ANG       
 CB0969
 CB0969.Superseded values are not recommended for survey control.
 CB0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0969.See file dsdata.txt to determine how the superseded data were derived.
 CB0969
 CB0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV5453433341(NAD 83)
 CB0969_MARKER: DS = TRIANGULATION STATION DISK
 CB0969_SETTING: 66 = SET IN ROCK OUTCROP
 CB0969
 CB0969  HISTORY     - Date     Condition        Report By
 CB0969  HISTORY     - 1932     MONUMENTED       CGS
 CB0969  HISTORY     - 1937     GOOD             CGS
 CB0969  HISTORY     - 1937     GOOD             LOCSUR
 CB0969  HISTORY     - 1939     GOOD             CGS
 CB0969  HISTORY     - 1943     GOOD             CGS
 CB0969  HISTORY     - 1946     GOOD             LOCSUR
 CB0969  HISTORY     - 1949     GOOD             CGS
 CB0969  HISTORY     - 1961     GOOD             CGS
 CB0969  HISTORY     - 1968     GOOD             CGS
 CB0969
 CB0969                          STATION DESCRIPTION
 CB0969
 CB0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CB0969'ABOUT 14 MILES, AIRLINE, SOUTHWEST BY SOUTH FROM BIG LAKE,
 CB0969'IN THE NORTHWEST CORNER OF SEC. 62, BLOCK BB, ON THE SOUTHERN
 CB0969'ONE OF TWO RISES OF GROUND IN THE CENTRAL PART OF THE POWELL
 CB0969'OIL FIELD, ABOUT 0.4 MILE SOUTH AND 0.1 MILE EAST OF A SMALL,
 CB0969'ONE-STORY, WHITE SCHOOLHOUSE, ABOUT 400 YARDS SOUTH OF H.O.
 CB0969'AND R RIG NO. 2B, ON AN OUTCROP OF BEDROCK, ON HIGHEST PART
 CB0969'OF RISE, WHICH IS ROUGH, AND IS COVERED WITH SCRUB CEDARS AND
 CB0969'LOOSE ROCKS.  TO REACH STATION FROM BIG LAKE, GO WEST ON A
 CB0969'ROAD WHICH PARALLELS THE RAILROAD TRACK AND WHICH WAS
 CB0969'FORMERLY TEXAS HIGHWAY NO. 99, FOR THE DISTANCE OF 5.4 MILES
 CB0969'FROM THE RAILROAD STATION TO AN ABANDONED FILLING
 CB0969'STATION ON THE LEFT SIDE OF THE ROAD.  TURN LEFT JUST WEST
 CB0969'OF THIS FILLING STATION ON A GRADED ROAD TO SOUTH AND GO
 CB0969'12 MILES TO OIL FIELD.  THE FIELD IS TRAVERSED WITH A NETWORK
 CB0969'OF ROADS AND TRAILS.  GO TO SCHOOLHOUSE AND FROM THERE
 CB0969'SOUTH ON EAST SIDE OF SCHOOLHOUSE ABOUT 250 YARDS TO CATTLE
 CB0969'GUARD.  GO THROUGH GUARD AND ON SOUTH 0.3 MILE ON EAST
 CB0969'SIDE OF FENCE.  TURN EAST UP-HILL (NO ROAD OR TRAIL)
 CB0969'AND GO 100 YARDS TO STATION.  STATION MARKED BY STANDARD DISK
 CB0969'STATION MARK IN BEDROCK.  REFERENCE MARKS ARE
 CB0969'STANDARD REFERENCE DISKS IN ROCK.  NO. 1 IS 24.56
 CB0969'METERS (80.6 FEET) FROM STATION S 89 DEG 03 MIN E.
 CB0969'NO. 2, 100 METERS (PACED) (328 FT.), N 03 DEG 50 MIN W.
 CB0969'BEARING FROM STATION OF SHELL PUMPING STATION, BLACK
 CB0969'WATER TANK, IS N 28 DEG 27 MIN W.
 CB0969
 CB0969                          STATION RECOVERY (1937)
 CB0969
 CB0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JMJ)
 CB0969'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 CB0969'AS DESCRIBED.  THE FOLLOWING FACTS ARE ADDED TO DESCRIPTION
 CB0969'FOR LOCATING STATION.  A NEW ROAD HAS BEEN BUILT AND PASSES
 CB0969'JUST TO THE WEST OF THE SCHOOLHOUSE WHICH IS OF A VERY LIGHT
 CB0969'GREY COLOR THAT LOOKS WHITE FROM A DISTANCE.  THE OLD ROAD,
 CB0969'WHICH THE NEW ROAD SUPPLANTS, STILL CONTINUES ON THE EAST SIDE
 CB0969'OF A SCHOOLHOUSE AND IS STILL IN USE BY OIL FIELD PERSONNEL.
 CB0969'STATION IS REACHED AS DESCRIBED FROM THE SCHOOLHOUSE.
 CB0969
 CB0969                          STATION RECOVERY (1937)
 CB0969
 CB0969'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937
 CB0969'RECOVERED BY THE GEOPHYSICAL RESEARCH CORP.
 CB0969'
 CB0969'VERY GOOD.  TOWER IS STILL STANDING.
 CB0969
 CB0969                          STATION RECOVERY (1939)
 CB0969
 CB0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ACR)
 CB0969'MARK IN GOOD CONDITION.  DESCRIPTION IN GOOD CONDITION.
 CB0969
 CB0969                          STATION RECOVERY (1943)
 CB0969
 CB0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CB0969'STATION IS ABOUT 14.0 MILES, AIRLINE, SW FROM BIG LAKE, 27.0
 CB0969'MILES SE FROM RANKIN, IN THE NW CORNER OF SECTION 62, IN BLOCK
 CB0969'BB, NEAR THE SOUTHERN END OF THE SOUTHERN ONE OF TWO RISES OF
 CB0969'GROUND IN THE CENTRAL PART OF THE POWELL OIL FIELD, ABOUT
 CB0969'0.3 MILES NORTH OF A GROUP OF HOUSES, ABOUT 320 FEET EAST OF
 CB0969'THE MAIN NORTH AND SOUTH ROAD.
 CB0969'
 CB0969'TO REACH THE STATION FROM BIG LAKE.  FROM THE STOP LIGHT
 CB0969'GO WEST ON HIGHWAY U.S. 67 FOR 4.55 MILES.  TURN SOUTH ON
 CB0969'GRAVEL ROAD AND GO 0.95 MILES TO A T INTERSECTION JUST BEYOND
 CB0969'THE RAILROAD.  TURN RIGHT FOR 1.2 MILES TO A GRAVEL T ROAD
 CB0969'LEFT AS PER SIGN HARRIS RANCH 18 MILES.  TURN LEFT AND FOLLOW
 CB0969'MAIN ROAD IN A SOUTHERLY DIRECTION FOR 12.3 MILES TO A CATTLE
 CB0969'GUARD AT ENTRANCE TO OIL FIELD.  CROSS CATTLE GUARD TAKING
 CB0969'LEFT FORK JUST BEYOND AND GO 0.5 MILES TO FORKS.  TAKE LEFT
 CB0969'FORK FOR 0.45 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 CB0969'CONTINUE FOR 0.4 MILES.  HERE PACK EAST UP HILL TO TOP OF
 CB0969'KNOLL AND STATION.  A STANDARD TRIANGULATION STATION DISK SET
 CB0969'IN A CONCRETE POST.  STAMPED POWELL 1932.  POST PROJECTS 7
 CB0969'INCHES.
 CB0969'
 CB0969'AZIMUTH MARK IS LOCATED 1.0 MILE NW.  TO REACH FROM CATTLE
 CB0969'GUARD AT EDGE OF OIL FIELD MENTIONED IN DESCRIPTION.  TAKE LEFT
 CB0969'FORK 0.1 MILE, THEN TAKE RIGHT FORK 0.1 MILE.  MARK IS 200
 CB0969'FEET WEST OF CENTERLINE OF ROAD, 200 FEET NORTH OF A HIGH
 CB0969'TENSION LINE, 75 FEET E. OF ELECTRIC LINE.  JUST NORTH OF OLD
 CB0969'POND BED.  A STANDARD AZIMUTH DISK STAMPED POWELL 1943 SET
 CB0969'IN SE ONE OF FOUR CONCRETE FOOTINGS.  CONCRETE PROJECTS 2.0
 CB0969'FEET.
 CB0969'
 CB0969'R.M. 1 IS EAST OF STATION.  A STANDARD REFERENCE DISK SET IN
 CB0969'THE TOP OF A BOULDER.  BOULDER PROJECTS 0.2 FEET ABOVE GROUND.
 CB0969'STAMPED POWELL NO 1 1932.
 CB0969'
 CB0969'R.M. 2 IS NORTH OF STATION.  A STANDARD REFERENCE DISK SET
 CB0969'IN TOP OF A BOULDER.  BOULDER PROJECTS 0.4 FEET ABOVE GROUND.
 CB0969'STAMPED POWELL NO 2 1932.
 CB0969
 CB0969                          STATION RECOVERY (1946)
 CB0969
 CB0969'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (DDG)
 CB0969'MARK IN GOOD CONDITION.  DESCRIPTION SUFFICIENT, BUT THE
 CB0969'SCHOOLHOUSE IS NO LONGER IN USE.  RECOVERED BY GENERAL GEOPHYSICAL CO.
 CB0969
 CB0969                          STATION RECOVERY (1949)
 CB0969
 CB0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (FDT)
 CB0969'STATION, REFERENCE MARKS, AND TOWER ABOVE STATION RECOVERED IN
 CB0969'GOOD CONDITION.  A NEW ROAD HAS BEEN ESTABLISHED BETWEEN
 CB0969'BIG LAKE, POWELL OIL FIELD, AND OZONA.  STATION IS ON THIS ROAD.
 CB0969
 CB0969                          STATION RECOVERY (1961)
 CB0969
 CB0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 CB0969'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CB0969'A NEW TO REACH FOLLOWS--
 CB0969'
 CB0969'TO REACH THE STATION FROM THE POST OFFICE IN BIG LAKE, GO NORTH
 CB0969'FOR 1/2 BLOCK TO THE JUNCTION OF U.S. HIGHWAY NO. 67.  TURN
 CB0969'LEFT ON U.S. HIGHWAY NO. 67 AND GO WEST FOR 4.2 MILES TO THE
 CB0969'JUNCTION OF RANCH ROAD NO. 1676 ON THE LEFT.  TURN LEFT AND GO
 CB0969'SOUTH ON RANCH ROAD 1676 FOR 12.6 MILES TO A Y FORK, JUST
 CB0969'AFTER CROSSING CATTLE GUARD.  TAKE THE LEFT FORK AND GO FOR
 CB0969'0.55 MILE ON A GRADED ROAD TO A Y-FORK.  TAKE THE LEFT FORK
 CB0969'AND GO FOR 0.8 MILE ON A GRADED ROAD TO A SMALL KNOLL ON THE
 CB0969'LEFT.  TURN LEFT AND GO FOR 0.1 MILE TO THE TOP OF THE KNOLL
 CB0969'AND STATION.
 CB0969
 CB0969                          STATION RECOVERY (1968)
 CB0969
 CB0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0969'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 CB0969'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DISTANCES
 CB0969'AND DIRECTIONS COMPARED FAVORABLE WITH 1943 OBSERVATIONS.  DUE
 CB0969'TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 CB0969'
 CB0969'THE STATION IS ABOUT 25 MILES SOUTHEAST OF RANKIN, 20 MILES
 CB0969'EAST-NORTHEAST OF IRAAN, 14 MILES SOUTHWEST OF BIG LAKE, NEAR
 CB0969'THE CENTER OF THE POWELL OIL FIELD, AND ON PROPERTY OWNED BY
 CB0969'MR. JOE BEAN.
 CB0969'
 CB0969'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 CB0969'AND 2ND AVENUE JUST NORTH OF THE POST OFFICE IN BIG LAKE, GO
 CB0969'WEST ON U.S. HIGHWAY 67 FOR 4.4 MILES TO THE JUNCTION OF
 CB0969'RANCH ROAD 1676.  TURN LEFT AND GO SOUTH ON RANCH ROAD 1676
 CB0969'FOR 6.7 MILES TO POWELL STATION, RANCHO PIPELINE SYSTEM ON
 CB0969'THE RIGHT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 2.65 MILES TO
 CB0969'THE REAGAN-CROCKETT COUNTY LINE.  CONTINUE SOUTH ON THE PAVED
 CB0969'ROAD FOR 3.85 MILES TO A CATTLE GUARD AND FORK.  TAKE THE
 CB0969'LEFT FORK FOR 0.15 MILE TO A DIM TRACK ROAD ON THE
 CB0969'RIGHT.  (THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THIS
 CB0969'POINT, AND ABOUT 200 FEET WEST OF THE CENTER OF THE DIM
 CB0969'TRACK ROAD.) CONTINUE SOUTH ON MAIN GRADED ROAD FOR 0.4
 CB0969'MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHERLY
 CB0969'ON GRADED ROAD FOR 0.45 MILE TO A CATTLE GUARD.  CONTINUE
 CB0969'SOUTHERLY ON GRADED ROAD FOR 0.25 MILE TO A SIDE ROAD
 CB0969'LEFT.  TURN LEFT AND GO EAST, THENCE SOUTHEAST ALONG
 CB0969'NORTHEAST SIDE OF OLD GRAVEL PIT FOR 0.1 MILE TO REFERENCE
 CB0969'MARK 2 ON THE LEFT.  PICK WAY SOUTHERLY FOR 400 FEET TO THE
 CB0969'TOP OF THE RIDGE AND THE STATION.
 CB0969'
 CB0969'THE STATION MARK IS A STANDARD DISK STAMPED POWELL 1932,
 CB0969'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND PROJECTS
 CB0969'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 145 FEET EAST OF THE
 CB0969'EAST EDGE OF THE OLD GRAVEL PIT AND 5.6 FEET SOUTH-SOUTHEAST OF A
 CB0969'METAL WITNESS POST WITH SIGN ATTACHED.
 CB0969'
 CB0969'REFERENCE MARK 1 IS A STANDARD DISK STAMPED POWELL NO 1 1932,
 CB0969'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND PROJECTS
 CB0969'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 83 FEET EAST OF THE
 CB0969'METAL WITNESS POST AND 1 FOOT LOWER THAN THE STATION.
 CB0969'
 CB0969'REFERENCE MARK 2 IS A STANDARD DISK STAMPED POWELL NO 2 1932,
 CB0969'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS FLUSH
 CB0969'WITH THE GROUND ON THE SOUTH SIDE AND PROJECTS 8 INCHES ON
 CB0969'THE NORTH SIDE.  IT IS 43 FEET EAST OF THE NORTHEAST CORNER
 CB0969'OF THE OLD GRAVEL PIT AND 1 FOOT WEST OF A 2-FOOT ROCK CAIRN.
 CB0969'
 CB0969'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POWELL 1943, CEMENTED
 CB0969'IN A DRILL HOLE IN THE TOP OF AN OLD CONCRETE FOUNDATION WHICH
 CB0969'IS 4 FEET SQUARE AT THE BOTTOM AND 2 FEET SQUARE AT THE TOP
 CB0969'AND PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 272 FEET
 CB0969'NORTHEAST OF THE NORTH POLE OF A DOUBLE POLE POWERLINE, 200
 CB0969'FEET WEST OF THE CENTER OF A DIM TRACK ROAD, AND 2.5 FEET
 CB0969'WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CB0969'
 CB0969'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 CB0969'SOUTHWEST OF BIG LAKE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1011 ***********************************************************************
 CD1011  DESIGNATION -  POWELL
 CD1011  PID         -  CD1011
 CD1011  STATE/COUNTY-  TX/HUDSPETH
 CD1011  USGS QUAD   -  C AND L DRAW (1984)
 CD1011
 CD1011                         *CURRENT SURVEY CONTROL
 CD1011  ___________________________________________________________________
 CD1011* NAD 83(1993)-  31 53 21.36749(N)    105 21 03.67597(W)     ADJUSTED  
 CD1011* NAVD 88     -      1302.     (meters)    4272.     (feet)  SCALED    
 CD1011  ___________________________________________________________________
 CD1011  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CD1011  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 CD1011
 CD1011  HORZ ORDER  -  FIRST
 CD1011
 CD1011.The horizontal coordinates were established by classical geodetic methods
 CD1011.and adjusted by the National Geodetic Survey in February 1996..
 CD1011
 CD1011.The orthometric height was scaled from a topographic map.
 CD1011
 CD1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1011
 CD1011.The geoid height was determined by GEOID03.
 CD1011
 CD1011;                    North         East     Units Scale Factor Converg.
 CD1011;SPC TX C     - 3,257,102.783   225,454.176   MT  1.00000160   -2 35 03.9
 CD1011;SPC TX C     -10,686,011.38    739,677.58   sFT  1.00000160   -2 35 03.9
 CD1011;UTM  13      - 3,528,215.796   466,804.303   MT  0.99961359   -0 11 07.6
 CD1011
 CD1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1011!SPC TX C     -   0.99979922  x   1.00000160  =   0.99980082
 CD1011!UTM  13      -   0.99979922  x   0.99961359  =   0.99941289
 CD1011
 CD1011|---------------------------------------------------------------------|
 CD1011| PID    Reference Object                     Distance      Geod. Az  |
 CD1011|                                                           dddmmss.s |
 CD1011| CI0227 POWELL RM 1                          15.953 METERS 03031     |
 CD1011| CI0226 POWELL AZ MK                                       1200514.5 |
 CD1011| CD1012 EL PASO FORT WORTH AWY BCN 6        APPROX.12.1 KM 1800442.8 |
 CD1011| CD1014 CERRO DIABLO PEAK                   APPROX. 5.5 KM 2761617.5 |
 CD1011| CD1080 CONICAL PEAK                        APPROX.22.1 KM 3020748.8 |
 CD1011|---------------------------------------------------------------------|
 CD1011
 CD1011                          SUPERSEDED SURVEY CONTROL
 CD1011
 CD1011  NAD 83(1993)-  31 53 21.36747(N)    105 21 03.67501(W) AD(       ) 1
 CD1011  NAD 83(1986)-  31 53 21.36893(N)    105 21 03.67532(W) AD(       ) 1
 CD1011  NAD 27      -  31 53 20.96700(N)    105 21 01.81200(W) AD(       ) 1
 CD1011
 CD1011.Superseded values are not recommended for survey control.
 CD1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1011.See file dsdata.txt to determine how the superseded data were derived.
 CD1011
 CD1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR6680428216(NAD 83)
 CD1011_MARKER: DS = TRIANGULATION STATION DISK
 CD1011_SETTING: 66 = SET IN ROCK OUTCROP
 CD1011_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD1011
 CD1011  HISTORY     - Date     Condition        Report By
 CD1011  HISTORY     - 1934     MONUMENTED       CGS
 CD1011
 CD1011                          STATION DESCRIPTION
 CD1011
 CD1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1011'STATION IS LOCATED ABOUT 18 MILES NW OF SALT FLAT AND 10 MILES
 CD1011'N OF U.S. HIGHWAY 62.  IT IS ON THE HIGHEST POINT NEAR THE
 CD1011'W END OF A BRUSH-COVERED RIDGE.  THIS RIDGE IS THE MOST NORTHERLY
 CD1011'ONE OF A SERIES OF LOW RIDGES IN THE IMMEDIATE VICINITY AND
 CD1011'EXTENDS FARTHER E THAN ANY OF THESE RIDGES.  THE MARK IS 160
 CD1011'FEET N OF THE S EDGE OF THE RIDGE AND 120 FEET S OF THE N
 CD1011'EDGE OF THE RIDGE.
 CD1011'
 CD1011'STATION AND AZIMUTH MARKS ARE STANDARD DISKS SET IN DRILL
 CD1011'HOLES IN BEDROCK.
 CD1011'
 CD1011'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS.
 CD1011'NO. 1 PROJECTS 4 INCHES AND IS NE OF THE STATION AND NO. 2
 CD1011'PROJECTS 4 INCHES AND IS NW OF THE STATION.
 CD1011'
 CD1011'AZIMUTH MARK IS SE OF THE STATION.  BY ROAD IT IS 1.2 MILES
 CD1011'FROM THE STATION.  IT IS 100 FEET W OF A N AND S DIRT ROAD
 CD1011'AND IS 0.5 MILE S OF THE POINT WHERE IT IS NECESSARY TO LEAVE
 CD1011'THE ROAD IN ORDER TO GET TO THE STATION.
 CD1011'
 CD1011'TO REACH THE STATION FROM THE DEPARTMENT OF COMMERCE LANDING
 CD1011'FIELD AT SALT FLAT ON U.S. HIGHWAY 62 GO W ON U.S. HIGHWAY
 CD1011'62, 16.75 MILES TO A CATTLE GUARD.  JUST BEFORE CROSSING
 CD1011'GUARD TURN RIGHT, N, ON DIRT ROAD ON THE E SIDE OF N-AND-S
 CD1011'FENCE.  (AT THIS POINT THERE IS A GRADED DIRT ROAD LEADING S
 CD1011'FROM THE HIGHWAY AND THERE IS A BEACON ABOUT A MILE NE.) GO
 CD1011'N 1.45 MILES TO A GATE.  CONTINUE N 0.3 MILE TO A CROSSROADS.
 CD1011'TURN LEFT, W, THRU WOOD GATE AND GO W ALONG THE N SIDE OF WIRE
 CD1011'FENCE 0.35 MILE TO A T-INTERSECTION.  (CHASTIN RANCH ABOUT
 CD1011'100 YARDS TO THE S.) TURN RIGHT, N, AND FOLLOW
 CD1011'MAIN-TRAVELED ROAD NORTHEASTERLY 2.25 MILES TO A WIRE GATE.
 CD1011'PASS THRU GATE (DIM ROAD LEADS OFF TO THE NW) AND GO IN A
 CD1011'NORTHEASTERLY DIRECTION 1.45 MILES TO A NW FENCE CORNER
 CD1011'ON THE RIGHT SIDE OF THE ROAD.  CONTINUE NE 1.65 MILES TO
 CD1011'PORTER RANCH (UNOCCUPIED, WOOD HOUSE, TANK, AND CORRALS,
 CD1011'WINDMILL).  TURN E AND GO THRU WOOD GATE.  GO NE 0.35 MILE
 CD1011'TO A DIM ROAD LEADING DUE E.  CONTINUE NE ON THE
 CD1011'MAIN-TRAVELED ROAD 0.35 MILE TO A WIRE GATE.  PASS THRU
 CD1011'GATE AND CONTINUE ON THE MAIN-TRAVELED ROAD N 1.7 MILES TO
 CD1011'THE TOP OF A ROCKY RIDGE FROM WHICH YOU CAN SEE A GREAT
 CD1011'DISTANCE N (CERRO DIABLO PEAK, A SHARP AND VERY ROCKY
 CD1011'MOUNTAIN, BEARS 264 DEG MAGNETIC FROM THIS POINT).  CONTINUE
 CD1011'N 0.4 MILE, AT THIS POINT TURN LEFT, W, AND DRIVE SW TO TOP OF
 CD1011'RIDGE AND THEN W ALONG THE TOP OF RIDGE TO HIGHEST PART AND
 CD1011'STATION, A DISTANCE OF 0.7 MILE FROM THE ROAD.
 CD1011'
 CD1011'DRINKING WATER AT SALT FLAT.  TRUCK WATER AT CHASTIN RANCH.
 CD1011'LIMITED FOOD SUPPLY AT SALT FLAT.  BUILDING SUPPLIES AT
 CD1011'EL PASO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0173 ***********************************************************************
 FL0173  DESIGNATION -  POWELL AZ MK
 FL0173  PID         -  FL0173
 FL0173  STATE/COUNTY-  TX/WHEELER
 FL0173  USGS QUAD   -  RAMSDELL (1963)
 FL0173
 FL0173                         *CURRENT SURVEY CONTROL
 FL0173  ___________________________________________________________________
 FL0173* NAD 83(1986)-  35 11 16.     (N)    100 26 31.     (W)     SCALED    
 FL0173* NAVD 88     -       802.109  (meters)    2631.59   (feet)  ADJUSTED  
 FL0173  ___________________________________________________________________
 FL0173  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL0173  DYNAMIC HT  -         801.250 (meters)    2628.77  (feet)  COMP
 FL0173  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 FL0173
 FL0173  VERT ORDER  -  FIRST     CLASS II
 FL0173
 FL0173.The horizontal coordinates were scaled from a topographic map and have
 FL0173.an estimated accuracy of +/- 6 seconds.
 FL0173
 FL0173.The orthometric height was determined by differential leveling
 FL0173.and adjusted by the National Geodetic Survey in June 1991..
 FL0173
 FL0173.The geoid height was determined by GEOID03.
 FL0173
 FL0173.The dynamic height is computed by dividing the NAVD 88
 FL0173.geopotential number by the normal gravity value computed on the
 FL0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0173.degrees latitude (g = 980.6199 gals.).
 FL0173
 FL0173.The modeled gravity was interpolated from observed gravity values.
 FL0173
 FL0173;                    North         East    Units  Estimated Accuracy
 FL0173;SPC TX N     - 1,132,280.      296,360.      MT  (+/- 180 meters Scaled)
 FL0173
 FL0173                          SUPERSEDED SURVEY CONTROL
 FL0173
 FL0173  NGVD 29 (??/??/92)  801.802  (m)         2630.58   (f) ADJ UNCH    1 2
 FL0173
 FL0173.Superseded values are not recommended for survey control.
 FL0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0173.See file dsdata.txt to determine how the superseded data were derived.
 FL0173
 FL0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD687948(NAD 83)
 FL0173_MARKER: DZ = AZIMUTH MARK DISK
 FL0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0173_STAMPING: POWELL 1951
 FL0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0173+STABILITY: SURFACE MOTION
 FL0173
 FL0173  HISTORY     - Date     Condition        Report By
 FL0173  HISTORY     - 1951     MONUMENTED       CGS
 FL0173  HISTORY     - 1955     GOOD             NGS
 FL0173
 FL0173                          STATION DESCRIPTION
 FL0173
 FL0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0173'10.5 MI E FROM MCLEAN.
 FL0173'10.25 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0173'FROM THE STATION AT MCLEAN, THENCE 0.25 MILE SOUTH ALONG A GRADED DIRT
 FL0173'ROAD, AT THE TOP OF A HILL, 0.5 MILE NORTH OF TRIANGULATION STATION
 FL0173'POWELL 1951, 65 FEET WEST OF THE CENTER LINE OF A ROAD, 147 FEET
 FL0173'NORTHEAST OF A POWER POLE, 56.6 FEET EAST OF THE SOUTHEAST CORNER OF
 FL0173'THE FOUNDATION OF AN OLD BRICK SCHOOLHOUSE WHICH HAS BEEN TORN DOWN, 3
 FL0173'FEET NORTHWEST OF A WITNESS POST, 1.8 FEET WEST OF A FENCE, SET IN THE
 FL0173'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2653 ***********************************************************************
 CS2653  DESIGNATION -  POWELL RESET
 CS2653  PID         -  CS2653
 CS2653  STATE/COUNTY-  TX/NAVARRO
 CS2653  USGS QUAD   -  CORSICANA (1978)
 CS2653
 CS2653                         *CURRENT SURVEY CONTROL
 CS2653  ___________________________________________________________________
 CS2653* NAD 83(1993)-  32 06 19.30223(N)    096 23 14.85276(W)     ADJUSTED  
 CS2653* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 CS2653  ___________________________________________________________________
 CS2653  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CS2653  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS2653
 CS2653  HORZ ORDER  -  SECOND
 CS2653
 CS2653.The horizontal coordinates were established by classical geodetic methods
 CS2653.and adjusted by the National Geodetic Survey in February 1996..
 CS2653
 CS2653.The orthometric height was scaled from a topographic map.
 CS2653
 CS2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2653
 CS2653.The geoid height was determined by GEOID03.
 CS2653
 CS2653;                    North         East     Units Scale Factor Converg.
 CS2653;SPC TXNC     - 2,050,653.266   799,380.146   MT  1.00000786   +1 09 07.8
 CS2653;SPC TXNC     - 6,727,851.59  2,622,633.03   sFT  1.00000786   +1 09 07.8
 CS2653;UTM  14      - 3,555,102.743   746,523.292   MT  1.00034955   +1 23 21.2
 CS2653
 CS2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2653!SPC TXNC     -   0.99998626  x   1.00000786  =   0.99999412
 CS2653!UTM  14      -   0.99998626  x   1.00034955  =   1.00033581
 CS2653
 CS2653|---------------------------------------------------------------------|
 CS2653| PID    Reference Object                     Distance      Geod. Az  |
 CS2653|                                                           dddmmss.s |
 CS2653| CY2889 POWELL RM 1                          40.648 METERS 07900     |
 CS2653| CY2891 POWELL RM 3                          40.644 METERS 07900     |
 CS2653| CY2890 POWELL RM 2                          27.886 METERS 17049     |
 CS2653| CS2647 CORSICANA WEST MUNICIPAL TANK       APPROX. 8.3 KM 2571530.7 |
 CS2653| CS2652 CORSICANA ST NATL BANK FLAG         APPROX. 7.3 KM 2595431.3 |
 CS2653| CY2888 POWELL AZ MK                                       2595547.7 |
 CS2653| CS2648 CORSICANA FIRST METH CH SPIRE       APPROX. 8.0 KM 2602617.0 |
 CS2653| CS2650 CORSICANA NAVARRO CO CTHSE TWR      APPROX. 7.7 KM 2614639.1 |
 CS2653| CY2892 POWELL RM 4                          88.541 METERS 33655     |
 CS2653|---------------------------------------------------------------------|
 CS2653
 CS2653                          SUPERSEDED SURVEY CONTROL
 CS2653
 CS2653  NAD 83(1986)-  32 06 19.30973(N)    096 23 14.83433(W) AD(       ) 2
 CS2653  NAD 27      -  32 06 18.76000(N)    096 23 13.90200(W) AD(       ) 2
 CS2653
 CS2653.Superseded values are not recommended for survey control.
 CS2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2653.See file dsdata.txt to determine how the superseded data were derived.
 CS2653
 CS2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4652355103(NAD 83)
 CS2653_MARKER: DS = TRIANGULATION STATION DISK
 CS2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2653+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999
 CS2653
 CS2653  HISTORY     - Date     Condition        Report By
 CS2653  HISTORY     - 1965     MONUMENTED       CGS
 CS2653  HISTORY     - 19990909 GOOD             LOCSUR
 CS2653
 CS2653                          STATION DESCRIPTION
 CS2653
 CS2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 CS2653'THE STATION SURFACE MARK, REFERENCE MARKS NO. 1 AND NO. 2
 CS2653'WERE FOUND TO BE DESTROYED.  THE UNDER GROUND STATION DISK
 CS2653'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 CS2653'AZIMUTH MARK CONCRETE POST WAS FOUND TO BE CHIPPED OFF AT
 CS2653'THE TOP BUT THE POST AND DISK WERE SOLID AND APPEARED TO
 CS2653'BE IN ITS ORIGINAL POSITION.  A NEW SURFACE STATION MARK
 CS2653'WAS SET DIRECTLY OVER THE SUB-MARK, AND TWO NEW REFERENCE
 CS2653'MARKS WERE SET.
 CS2653'
 CS2653'THE STATION IS ABOUT 4 MILES EAST OF CORSICANA, ALONG THE
 CS2653'NORTH RIGHT-OF-WAY OF STATE HIGHWAY 31, AT AN AREA WHERE
 CS2653'THE FENCE HAS BEEN SET SOME DISTANCE FROM THE ROAD AND THE
 CS2653'GROUND CLEARED FOR A MAINTENANCE WORK AREA.  IT IS ABOUT
 CS2653'3-1/2 MILES WEST OF THE VILLAGE OF POWELL.
 CS2653'
 CS2653'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 CS2653'AND STATE HIGHWAY 31 IN CORSICANA, GO EAST ON STATE HIGHWAY
 CS2653'31 FOR 3.75 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CS2653'ON THE HIGHWAY FOR 0.45 MILE TO THE STATION ON THE LEFT.
 CS2653'
 CS2653'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED
 CS2653'POWELL 1947 1965, AND IS SET IN A 12 IN X 12 IN CONCRETE POST
 CS2653'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ON THE SHOULDER
 CS2653'OF THE BARROW DITCH, 44 FEET NORTH OF THE CENTER LINE OF
 CS2653'THE WEST BOUND TRAFFIC LANE, AND 301 FEET WEST OF THE CENTER
 CS2653'LINE OF THE PROLONGATION OF A ROAD LEADING SOUTH.  THE UNDER
 CS2653'GROUND DISK IS STAMPED POWELL 1947, AND IS SET IN AN IRREGULAR
 CS2653'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2653'
 CS2653'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED POWELL NO
 CS2653'3 1947 1965, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CS2653'WITH THE SURFACE OF THE GROUND.  IT IS 46 FEET NORTH OF
 CS2653'THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF STATE
 CS2653'HIGHWAY 31, 168 FEET WEST OF THE CENTER LINE OF THE PROLONGATION
 CS2653'OF THE ROAD LEADING SOUTH, AND 47 FEET NORTHWEST OF A HIGHWAY
 CS2653'31 ROUTE SIGN POST.
 CS2653'
 CS2653'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED POWELL NO
 CS2653'4 1947 1965, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS2653'PROJECTS 6 INCHES.  IT IS 333 FEET NORTH OF THE CENTER LINE
 CS2653'OF THE WEST BOUND TRAFFIC LANE OF STATE HIGHWAY 31, 1 FOOT
 CS2653'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTHWEST OF
 CS2653'A METAL WITNESS POST.
 CS2653'
 CS2653'AZIMUTH MARK, A STANDARD DISK STAMPED POWELL 1947, IS SET
 CS2653'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS ABOUT 4
 CS2653'INCHES.  IT IS 52 FEET NORTH OF THE CENTER LINE OF THE WEST
 CS2653'BOUND TRAFFIC LANE OF THE HIGHWAY, 157 FEET EAST OF THE
 CS2653'CENTER LINE OF A PRIVATE DRIVEWAY, 7 FEET SOUTH OF THE SOUTHWEST
 CS2653'CORNER OF A FENCE, AND 50 FEET WEST OF A LONE TREE.
 CS2653
 CS2653                          STATION RECOVERY (1999)
 CS2653
 CS2653'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (PS)
 CS2653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0178 ***********************************************************************
 FL0178  DESIGNATION -  POWELL RM 1
 FL0178  PID         -  FL0178
 FL0178  STATE/COUNTY-  TX/WHEELER
 FL0178  USGS QUAD   -  RAMSDELL (1963)
 FL0178
 FL0178                         *CURRENT SURVEY CONTROL
 FL0178  ___________________________________________________________________
 FL0178* NAD 83(1986)-  35 10 51.     (N)    100 26 41.     (W)     SCALED    
 FL0178* NAVD 88     -       818.003  (meters)    2683.73   (feet)  ADJUSTED  
 FL0178  ___________________________________________________________________
 FL0178  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL0178  DYNAMIC HT  -         817.126 (meters)    2680.85  (feet)  COMP
 FL0178  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 FL0178
 FL0178  VERT ORDER  -  FIRST     CLASS II
 FL0178
 FL0178.The horizontal coordinates were scaled from a topographic map and have
 FL0178.an estimated accuracy of +/- 6 seconds.
 FL0178
 FL0178.The orthometric height was determined by differential leveling
 FL0178.and adjusted by the National Geodetic Survey in June 1991..
 FL0178
 FL0178.The geoid height was determined by GEOID03.
 FL0178
 FL0178.The dynamic height is computed by dividing the NAVD 88
 FL0178.geopotential number by the normal gravity value computed on the
 FL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0178.degrees latitude (g = 980.6199 gals.).
 FL0178
 FL0178.The modeled gravity was interpolated from observed gravity values.
 FL0178
 FL0178;                    North         East    Units  Estimated Accuracy
 FL0178;SPC TX N     - 1,131,510.      296,110.      MT  (+/- 180 meters Scaled)
 FL0178
 FL0178                          SUPERSEDED SURVEY CONTROL
 FL0178
 FL0178  NGVD 29 (??/??/92)  817.694  (m)         2682.72   (f) ADJ UNCH    1 2
 FL0178
 FL0178.Superseded values are not recommended for survey control.
 FL0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0178.See file dsdata.txt to determine how the superseded data were derived.
 FL0178
 FL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD684940(NAD 83)
 FL0178_MARKER: DR = REFERENCE MARK DISK
 FL0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0178_STAMPING: POWELL NO 1 1951
 FL0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0178+STABILITY: SURFACE MOTION
 FL0178
 FL0178  HISTORY     - Date     Condition        Report By
 FL0178  HISTORY     - 1951     MONUMENTED       CGS
 FL0178  HISTORY     - 1953     GOOD             NGS
 FL0178
 FL0178                          STATION DESCRIPTION
 FL0178
 FL0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0178'11.0 MI E FROM MCLEAN.
 FL0178'10.25 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0178'FROM THE STATION AT MCLEAN, THENCE 0.65 MILE SOUTH ALONG A GRADED DIRT
 FL0178'ROAD, THENCE 0.1 MILE SOUTH TO THE TOP OF AN EAST AND WEST RIDGE, JUST
 FL0178'SOUTH OF A GROUP OF FARM BUILDINGS, 78 FEET EAST OF THE CENTER LINE OF
 FL0178'A PASTURE ROAD, 40.7 FEET SOUTH OF TRIANGULATION STATION POWELL 1951,
 FL0178'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0174 ***********************************************************************
 FL0174  DESIGNATION -  POWELL RM 2
 FL0174  PID         -  FL0174
 FL0174  STATE/COUNTY-  TX/WHEELER
 FL0174  USGS QUAD   -  RAMSDELL (1963)
 FL0174
 FL0174                         *CURRENT SURVEY CONTROL
 FL0174  ___________________________________________________________________
 FL0174* NAD 83(1986)-  35 10 51.     (N)    100 26 41.     (W)     SCALED    
 FL0174* NAVD 88     -       818.283  (meters)    2684.65   (feet)  ADJUSTED  
 FL0174  ___________________________________________________________________
 FL0174  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL0174  DYNAMIC HT  -         817.406 (meters)    2681.77  (feet)  COMP
 FL0174  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 FL0174
 FL0174  VERT ORDER  -  FIRST     CLASS II
 FL0174
 FL0174.The horizontal coordinates were scaled from a topographic map and have
 FL0174.an estimated accuracy of +/- 6 seconds.
 FL0174
 FL0174.The orthometric height was determined by differential leveling
 FL0174.and adjusted by the National Geodetic Survey in June 1991..
 FL0174
 FL0174.The geoid height was determined by GEOID03.
 FL0174
 FL0174.The dynamic height is computed by dividing the NAVD 88
 FL0174.geopotential number by the normal gravity value computed on the
 FL0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0174.degrees latitude (g = 980.6199 gals.).
 FL0174
 FL0174.The modeled gravity was interpolated from observed gravity values.
 FL0174
 FL0174;                    North         East    Units  Estimated Accuracy
 FL0174;SPC TX N     - 1,131,510.      296,110.      MT  (+/- 180 meters Scaled)
 FL0174
 FL0174                          SUPERSEDED SURVEY CONTROL
 FL0174
 FL0174  NGVD 29 (??/??/92)  817.975  (m)         2683.64   (f) ADJ UNCH    1 2
 FL0174
 FL0174.Superseded values are not recommended for survey control.
 FL0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0174.See file dsdata.txt to determine how the superseded data were derived.
 FL0174
 FL0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD684940(NAD 83)
 FL0174_MARKER: DR = REFERENCE MARK DISK
 FL0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0174_STAMPING: POWELL NO 2 1951
 FL0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0174+STABILITY: SURFACE MOTION
 FL0174
 FL0174  HISTORY     - Date     Condition        Report By
 FL0174  HISTORY     - 1951     MONUMENTED       CGS
 FL0174  HISTORY     - 1953     GOOD             NGS
 FL0174
 FL0174                          STATION DESCRIPTION
 FL0174
 FL0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0174'11.0 MI E FROM MCLEAN.
 FL0174'10.25 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0174'FROM THE STATION AT MCLEAN, THENCE 0.65 MILE SOUTH ALONG A GRADED DIRT
 FL0174'ROAD, THENCE 0.1 MILE SOUTH TO THE TOP OF AN EAST AND WEST RIDGE, JUST
 FL0174'SOUTH OF A GROUP OF FARM BUILDINGS, 29.5 FEET EAST OF THE CENTER LINE
 FL0174'OF A PASTURE ROAD, 43.0 FEET WEST OF TRIANGULATION STATION POWELL
 FL0174'1951, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 FL0174'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2080 ***********************************************************************
 BL2080  DESIGNATION -  POWER
 BL2080  PID         -  BL2080
 BL2080  STATE/COUNTY-  TX/JEFFERSON
 BL2080  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2080
 BL2080                         *CURRENT SURVEY CONTROL
 BL2080  ___________________________________________________________________
 BL2080* NAD 83(1993)-  30 03 56.32346(N)    094 02 54.91446(W)     ADJUSTED  
 BL2080* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BL2080  ___________________________________________________________________
 BL2080  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL2080  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL2080
 BL2080  HORZ ORDER  -  SECOND
 BL2080
 BL2080.The horizontal coordinates were established by classical geodetic methods
 BL2080.and adjusted by the National Geodetic Survey in February 1996..
 BL2080
 BL2080.The orthometric height was scaled from a topographic map.
 BL2080
 BL2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2080
 BL2080.The geoid height was determined by GEOID03.
 BL2080
 BL2080;                    North         East     Units Scale Factor Converg.
 BL2080;SPC TXSC     - 4,257,510.052 1,077,259.474   MT  0.99994437   +2 25 32.7
 BL2080;SPC TXSC     -13,968,180.90  3,534,308.79   sFT  0.99994437   +2 25 32.7
 BL2080;SPC TX C     - 3,061,344.257 1,305,678.425   MT  1.00001401   +3 14 13.3
 BL2080;SPC TX C     -10,043,760.28  4,283,713.30   sFT  1.00001401   +3 14 13.3
 BL2080;UTM  15      - 3,326,522.810   398,929.974   MT  0.99972603   -0 31 31.4
 BL2080
 BL2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2080!SPC TXSC     -   1.00000368  x   0.99994437  =   0.99994805
 BL2080!SPC TX C     -   1.00000368  x   1.00001401  =   1.00001769
 BL2080!UTM  15      -   1.00000368  x   0.99972603  =   0.99972971
 BL2080
 BL2080|---------------------------------------------------------------------|
 BL2080| PID    Reference Object                     Distance      Geod. Az  |
 BL2080|                                                           dddmmss.s |
 BL2080| CV9081 POWER RM 1                           19.377 METERS 03144     |
 BL2080| BL2070 FIELD                               APPROX. 4.1 KM 2234437.1 |
 BL2080|---------------------------------------------------------------------|
 BL2080
 BL2080                          SUPERSEDED SURVEY CONTROL
 BL2080
 BL2080  NAD 83(1993)-  30 03 56.32305(N)    094 02 54.91453(W) AD(       ) 2
 BL2080  NAD 83(1986)-  30 03 56.34031(N)    094 02 54.89609(W) AD(       ) 2
 BL2080  NAD 27      -  30 03 55.57500(N)    094 02 54.26400(W) AD(       ) 2
 BL2080
 BL2080.Superseded values are not recommended for survey control.
 BL2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2080.See file dsdata.txt to determine how the superseded data were derived.
 BL2080
 BL2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9893026523(NAD 83)
 BL2080_MARKER: DS = TRIANGULATION STATION DISK
 BL2080_SETTING: 0 = UNSPECIFIED SETTING
 BL2080
 BL2080  HISTORY     - Date     Condition        Report By
 BL2080  HISTORY     - 1933     MONUMENTED       CGS
 BL2080  HISTORY     - 1984     GOOD             USPSQD
 BL2080  HISTORY     - 1988     GOOD             USPSQD
 BL2080  HISTORY     - 20020508 GOOD             USPSQD
 BL2080  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 BL2080
 BL2080                          STATION DESCRIPTION
 BL2080
 BL2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2080'LOCATED ON THE ROOF OF THE NECHES RIVER POWER PLANT OF THE
 BL2080'GULF STATES UTILITIES COMPANY, ON THE RETAINING WALL ON THE
 BL2080'SW CORNER OF THE BUILDING, 1.27 METERS FROM THE W END OF THE
 BL2080'WALL.
 BL2080'
 BL2080'STATION MARK IS A BRONZE STATION DISK SET FLUSH WITH THE TOP
 BL2080'OF THE WALL.
 BL2080'
 BL2080'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN TOP
 BL2080'OF LOW RETAINING WALL AT LADDER ON THE E SIDE OF THE ROOF.
 BL2080'
 BL2080'AN 8-FOOT ECCENTRIC OBSERVING STAND WAS BUILT ON TOP OF THE
 BL2080'ROOF IN ORDER TO SEE OVER THE TOP OF THE SW WALL.
 BL2080
 BL2080                          STATION RECOVERY (1984)
 BL2080
 BL2080'RECOVERY NOTE BY US POWER SQUADRON 1984 (RTK)
 BL2080'RTK GOOD FOR THE MARK.
 BL2080'
 BL2080'THE 8 FOOT OBSERVING STAND APPARENTLY DETERIOTED AND HAS BEEN
 BL2080'REMOVED.  SMALL CONCRETE FDNS. FOR THE STAND STILL EXIST.
 BL2080'FDNS. AS SHOWN ONE IN THE MIDDLE IS MISSING.
 BL2080'
 BL2080'NO 1 POINTS TOWARDS STATION MARK.
 BL2080'
 BL2080'POWER STATION MARK 1933 CONDITION OF THE MARK IS GOOD.  THE 8 FOOT
 BL2080'OBSERVING STAND APPARENTLY DETEORIATED AND HAS BEEN REMOVED.  EIGHT
 BL2080'SMALL CONCRETE FOUNDATIONS FOR THE STAND STILL EXIST.  LOOKS LIKE
 BL2080'ONE IS MISSING.
 BL2080
 BL2080                          STATION RECOVERY (1988)
 BL2080
 BL2080'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 BL2080'RECOVERED IN GOOD CONDITION.
 BL2080
 BL2080                          STATION RECOVERY (2002)
 BL2080
 BL2080'RECOVERY NOTE BY US POWER SQUADRON 2002 (EB)
 BL2080'RECOVERED IN GOOD CONDITION.
 BL2080
 BL2080                          STATION RECOVERY (2004)
 BL2080
 BL2080'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2080'BL 2080 POWER MK NOT FOUND
 BL2080'BL 2080 POWER RM1 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5284 ***********************************************************************
 AH5284  DESIGNATION -  POWER ET
 AH5284  PID         -  AH5284
 AH5284  STATE/COUNTY-  TX/ERATH
 AH5284  USGS QUAD   -  BUNYAN (1965)
 AH5284
 AH5284                         *CURRENT SURVEY CONTROL
 AH5284  ___________________________________________________________________
 AH5284* NAD 83(1993)-  32 09 01.12811(N)    098 16 14.33437(W)     ADJUSTED  
 AH5284* NAVD 88     -       443.2    (meters)    1454.     (feet)  VERTCON   
 AH5284  ___________________________________________________________________
 AH5284  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AH5284  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AH5284
 AH5284  HORZ ORDER  -  THIRD
 AH5284
 AH5284.The horizontal coordinates were established by classical geodetic methods
 AH5284.and adjusted by the National Geodetic Survey in July 1998..
 AH5284
 AH5284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5284
 AH5284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5284
 AH5284.The geoid height was determined by GEOID03.
 AH5284
 AH5284;                    North         East     Units Scale Factor Converg.
 AH5284;SPC TXNC     - 2,053,656.788   621,636.601   MT  0.99999534   +0 07 30.3
 AH5284;SPC TXNC     - 6,737,705.65  2,039,486.08   sFT  0.99999534   +0 07 30.3
 AH5284;UTM  14      - 3,557,329.955   568,779.338   MT  0.99965834   +0 23 17.3
 AH5284
 AH5284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5284!SPC TXNC     -   0.99993475  x   0.99999534  =   0.99993009
 AH5284!UTM  14      -   0.99993475  x   0.99965834  =   0.99959311
 AH5284
 AH5284                          SUPERSEDED SURVEY CONTROL
 AH5284
 AH5284  NGVD 29 (07/28/98)  443.1    (m)         1454.     (f) VERT ANG       
 AH5284
 AH5284.Superseded values are not recommended for survey control.
 AH5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5284.See file dsdata.txt to determine how the superseded data were derived.
 AH5284
 AH5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA6877957330(NAD 83)
 AH5284_MARKER: DS = TRIANGULATION STATION DISK
 AH5284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5284_PROJECTION: FLUSH
 AH5284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5284+STABILITY: SURFACE MOTION
 AH5284
 AH5284  HISTORY     - Date     Condition        Report By
 AH5284  HISTORY     - 1961     MONUMENTED       USGS
 AH5284
 AH5284                          STATION DESCRIPTION
 AH5284
 AH5284'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH5284'STATION IS LOCATED ABOUT 4 MI. S. AND 4 MI. W. OF STEPHENVILLE, TEXAS,
 AH5284'ON HIGHEST POINT OF GRASSY KNOLL OVER WHICH A DOUBLE POLE POWER LINE
 AH5284'PASSES, ABOUT 90 FT. N. OF A CALICHE BORROW PIT, 135 FT. SW. OF DOUBLE
 AH5284'POLE OF POWER LINE.
 AH5284'TO REACH FROM STEPHENVILLE COURTHOUSE, PROCEED SW. ALONG U.S. HIGHWAY
 AH5284'377 7.8 MI. TO A GRAVEL RD. S., THENCE S. 0.4 MI. TO BEND, THENCE NE.
 AH5284'1.3 MI. TO A GATE ON THE RIGHT AT A SUMMIT, THENCE RIGHT THRU GATE 0.2
 AH5284'MI. TO STATION DESCRIBED ABOVE.
 AH5284'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 6
 AH5284'IN. AND STAMPED---POWER - ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1301 ***********************************************************************
 CR1301  DESIGNATION -  POYNOR
 CR1301  PID         -  CR1301
 CR1301  STATE/COUNTY-  TX/ANDERSON
 CR1301  USGS QUAD   -  POYNOR (1984)
 CR1301
 CR1301                         *CURRENT SURVEY CONTROL
 CR1301  ___________________________________________________________________
 CR1301* NAD 83(1993)-  32 02 40.91278(N)    095 33 46.27089(W)     ADJUSTED  
 CR1301* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 CR1301  ___________________________________________________________________
 CR1301  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CR1301  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR1301
 CR1301  HORZ ORDER  -  SECOND
 CR1301
 CR1301.The horizontal coordinates were established by classical geodetic methods
 CR1301.and adjusted by the National Geodetic Survey in February 1996..
 CR1301
 CR1301.The orthometric height was scaled from a topographic map.
 CR1301
 CR1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1301
 CR1301.The geoid height was determined by GEOID03.
 CR1301
 CR1301;                    North         East     Units Scale Factor Converg.
 CR1301;SPC TX C     - 3,273,293.706 1,150,442.085   MT  1.00004734   +2 27 25.5
 CR1301;SPC TX C     -10,739,131.10  3,774,408.74   sFT  1.00004734   +2 27 25.5
 CR1301;SPC TXNC     - 2,045,799.285   877,376.516   MT  1.00002573   +1 36 06.9
 CR1301;SPC TXNC     - 6,711,926.49  2,878,526.12   sFT  1.00002573   +1 36 06.9
 CR1301;UTM  15      - 3,548,262.936   258,006.816   MT  1.00032226   -1 21 37.7
 CR1301
 CR1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1301!SPC TX C     -   0.99997489  x   1.00004734  =   1.00002223
 CR1301!SPC TXNC     -   0.99997489  x   1.00002573  =   1.00000062
 CR1301!UTM  15      -   0.99997489  x   1.00032226  =   1.00029714
 CR1301
 CR1301|---------------------------------------------------------------------|
 CR1301| PID    Reference Object                     Distance      Geod. Az  |
 CR1301|                                                           dddmmss.s |
 CR1301| CY2894 POYNOR RM 1                          21.005 METERS 03557     |
 CR1301| CR1300 FRANKSTON MUNICIPAL TANK            APPROX. 5.5 KM 0773246.2 |
 CR1301| CY2893 POYNOR AZ MK                                       2454808.9 |
 CR1301| CY2895 POYNOR RM 2                          18.898 METERS 28137     |
 CR1301|---------------------------------------------------------------------|
 CR1301
 CR1301                          SUPERSEDED SURVEY CONTROL
 CR1301
 CR1301  NAD 83(1986)-  32 02 40.92190(N)    095 33 46.25572(W) AD(       ) 2
 CR1301  NAD 27      -  32 02 40.34340(N)    095 33 45.40740(W) AD(       ) 2
 CR1301
 CR1301.Superseded values are not recommended for survey control.
 CR1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1301.See file dsdata.txt to determine how the superseded data were derived.
 CR1301
 CR1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR5800748263(NAD 83)
 CR1301_MARKER: DS = TRIANGULATION STATION DISK
 CR1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1301
 CR1301  HISTORY     - Date     Condition        Report By
 CR1301  HISTORY     - 1958     MONUMENTED       CGS
 CR1301
 CR1301                          STATION DESCRIPTION
 CR1301
 CR1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1301'THE STATION IS LOCATED ON A SANDY RIDGE ABOUT 3.5 MILES WEST
 CR1301'OF FRANKSTON, ABOUT 1.0 MILE SOUTH OF THE HENDERSON-ANDERSON
 CR1301'COUNTY LINE, 40 FEET EAST OF A SANDY DIRT ROAD AND 4 FEET
 CR1301'EAST-NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES
 CR1301'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED POYNOR 1958.
 CR1301'
 CR1301'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF A SANDY DIRT ROAD
 CR1301'AND 8 FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES
 CR1301'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED POYNOR NO. 1
 CR1301'1958.
 CR1301'
 CR1301'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF A SANDY DIRT ROAD.
 CR1301'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1301'AND IS STAMPED POYNOR NO. 2 1958.
 CR1301'
 CR1301'AZIMUTH MARK IS 70 FEET WEST-NORTHWEST OF THE CENTER OF
 CR1301'A CROSS ROAD, 4 FEET SOUTHEAST OF A POWERLINE POLE AND 2 FEET
 CR1301'EAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES ABOVE
 CR1301'THE SURFACE OF THE GROUND AND IS STAMPED POYNOR 1958.
 CR1301'
 CR1301'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 CR1301'175 AND FARM ROAD NO. 315 IN THE CENTRAL PART OF POYNOR, GO
 CR1301'SOUTH ON FARM ROAD NO. 315 FOR 1.2 MILES TO A SIDE ROAD ON
 CR1301'THE LEFT, TURN LEFT AND GO EASTERLY FOR 1.45 MILES TO A
 CR1301'FORK, TAKE THE LEFT FORK AND CONTINUE EASTERLY FOR 1.4 MILES
 CR1301'TO A CROSS ROAD AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 CR1301'CONTINUE STRAIGHT AHEAD AND GO EASTERLY FOR 0.4 MILE TO THE
 CR1301'STATION ON THE RIGHT AS DESCRIBED.
 CR1301'
 CR1301'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0365 ***********************************************************************
 GK0365  DESIGNATION -  PP 377
 GK0365  PID         -  GK0365
 GK0365  STATE/COUNTY-  TX/HANSFORD
 GK0365  USGS QUAD   -  SPEARMAN (1974)
 GK0365
 GK0365                         *CURRENT SURVEY CONTROL
 GK0365  ___________________________________________________________________
 GK0365* NAD 83(1986)-  36 11 54.     (N)    101 08 46.     (W)     SCALED    
 GK0365* NAVD 88     -       941.731  (meters)    3089.66   (feet)  ADJUSTED  
 GK0365  ___________________________________________________________________
 GK0365  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 GK0365  DYNAMIC HT  -         940.719 (meters)    3086.34  (feet)  COMP
 GK0365  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 GK0365
 GK0365  VERT ORDER  -  SECOND    CLASS 0
 GK0365
 GK0365.The horizontal coordinates were scaled from a topographic map and have
 GK0365.an estimated accuracy of +/- 6 seconds.
 GK0365
 GK0365.The orthometric height was determined by differential leveling
 GK0365.and adjusted by the National Geodetic Survey in June 1991..
 GK0365
 GK0365.The geoid height was determined by GEOID03.
 GK0365
 GK0365.The dynamic height is computed by dividing the NAVD 88
 GK0365.geopotential number by the normal gravity value computed on the
 GK0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0365.degrees latitude (g = 980.6199 gals.).
 GK0365
 GK0365.The modeled gravity was interpolated from observed gravity values.
 GK0365
 GK0365;                    North         East    Units  Estimated Accuracy
 GK0365;SPC TX N     - 1,243,940.      231,830.      MT  (+/- 180 meters Scaled)
 GK0365
 GK0365                          SUPERSEDED SURVEY CONTROL
 GK0365
 GK0365.No superseded survey control is available for this station.
 GK0365
 GK0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF070080(NAD 83)
 GK0365_MARKER: DB = BENCH MARK DISK
 GK0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0365_STAMPING: PP 377 1943
 GK0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0365+STABILITY: SURFACE MOTION
 GK0365
 GK0365  HISTORY     - Date     Condition        Report By
 GK0365  HISTORY     - 1943     MONUMENTED       CGS
 GK0365  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0365
 GK0365                          STATION DESCRIPTION
 GK0365
 GK0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0365'2.3 MI E FROM SPEARMAN.
 GK0365'2.3 MILES EAST ALONG A GRADED HIGHWAY FROM THE COURTHOUSE AT SPEARMAN,
 GK0365'AT THE JUNCTION OF A SECTION LINE ROAD LEADING SOUTH, 99.1 FEET
 GK0365'NORTHEAST OF CENTER OF JUNCTION OF ROAD LEADING SOUTH, 82.1 FEET EAST
 GK0365'OF FENCE LINE CORNER POST, 53.5 FEET NORTH OF CENTER-LINE OF GRADED
 GK0365'HIGHWAY, 2.0 FEET SOUTH OF RIGHT-OF-WAY FENCE LINE, SET IN TOP OF
 GK0365'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 GK0365
 GK0365                          STATION RECOVERY (1962)
 GK0365
 GK0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GK0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0479 ***********************************************************************
 FL0479  DESIGNATION -  PP 378
 FL0479  PID         -  FL0479
 FL0479  STATE/COUNTY-  TX/GRAY
 FL0479  USGS QUAD   -  LEFORS (1967)
 FL0479
 FL0479                         *CURRENT SURVEY CONTROL
 FL0479  ___________________________________________________________________
 FL0479* NAD 83(1986)-  35 29 25.     (N)    100 45 28.     (W)     SCALED    
 FL0479* NAVD 88     -       921.664  (meters)    3023.83   (feet)  ADJUSTED  
 FL0479  ___________________________________________________________________
 FL0479  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FL0479  DYNAMIC HT  -         920.666 (meters)    3020.55  (feet)  COMP
 FL0479  MODELED GRAV-     979,518.1   (mgal)                       NAVD 88
 FL0479
 FL0479  VERT ORDER  -  SECOND    CLASS 0
 FL0479
 FL0479.The horizontal coordinates were scaled from a topographic map and have
 FL0479.an estimated accuracy of +/- 6 seconds.
 FL0479
 FL0479.The orthometric height was determined by differential leveling
 FL0479.and adjusted by the National Geodetic Survey in June 1991..
 FL0479
 FL0479.The geoid height was determined by GEOID03.
 FL0479
 FL0479.The dynamic height is computed by dividing the NAVD 88
 FL0479.geopotential number by the normal gravity value computed on the
 FL0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0479.degrees latitude (g = 980.6199 gals.).
 FL0479
 FL0479.The modeled gravity was interpolated from observed gravity values.
 FL0479
 FL0479;                    North         East    Units  Estimated Accuracy
 FL0479;SPC TX N     - 1,165,580.      267,340.      MT  (+/- 180 meters Scaled)
 FL0479
 FL0479                          SUPERSEDED SURVEY CONTROL
 FL0479
 FL0479  NGVD 29 (??/??/92)  921.283  (m)         3022.58   (f) ADJ UNCH    2 0
 FL0479
 FL0479.Superseded values are not recommended for survey control.
 FL0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0479.See file dsdata.txt to determine how the superseded data were derived.
 FL0479
 FL0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE405288(NAD 83)
 FL0479_MARKER: DB = BENCH MARK DISK
 FL0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0479_STAMPING: PP 378 1943
 FL0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0479+STABILITY: SURFACE MOTION
 FL0479
 FL0479  HISTORY     - Date     Condition        Report By
 FL0479  HISTORY     - 1943     MONUMENTED       CGS
 FL0479  HISTORY     - 1968     GOOD             USGS
 FL0479
 FL0479                          STATION DESCRIPTION
 FL0479
 FL0479'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FL0479'6.2 MI NE FROM LEFORS.
 FL0479'2.0 MILES EAST AND 4.2 MILES NORTH ALONG GRADED ROAD FROM THE POST
 FL0479'OFFICE AT LEFORS GRAY COUNTY EAST OF THE CENTERLINE OF THE ROAD, 2
 FL0479'FEET NORTH OF A 12 FT. JOG TO THE EAST IN THE RIGHT-OF-WAY FENCE AND 2
 FL0479'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK STAMPED PP
 FL0479'378 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 FL0479'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9591 ***********************************************************************
 AD9591  SACS        -  This is a Secondary Airport Control Station.
 AD9591  DESIGNATION -  PPA A
 AD9591  PID         -  AD9591
 AD9591  STATE/COUNTY-  TX/GRAY
 AD9591  USGS QUAD   -  PAMPA (1963)
 AD9591
 AD9591                         *CURRENT SURVEY CONTROL
 AD9591  ___________________________________________________________________
 AD9591* NAD 83(1993)-  35 37 04.07428(N)    100 59 35.74332(W)     ADJUSTED  
 AD9591* NAVD 88     -       985.80   (meters)    3234.2    (feet)  GPS OBS   
 AD9591  ___________________________________________________________________
 AD9591  X           -    -990,002.809 (meters)                     COMP
 AD9591  Y           -  -5,096,322.617 (meters)                     COMP
 AD9591  Z           -   3,694,359.108 (meters)                     COMP
 AD9591  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AD9591  ELLIP HEIGHT-         959.15  (meters)          (02/20/01) GPS OBS
 AD9591  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AD9591
 AD9591  HORZ ORDER  -  FIRST
 AD9591  ELLP ORDER  -  FOURTH    CLASS II
 AD9591
 AD9591.This mark is at Perry Lefors Fld (PPA) Airport (PPA)
 AD9591
 AD9591.The horizontal coordinates were established by GPS observations
 AD9591.and adjusted by the National Geodetic Survey in July 1997..
 AD9591
 AD9591.The orthometric height was determined by GPS observations and a
 AD9591.high-resolution geoid model.
 AD9591
 AD9591.GPS derived orthometric heights for airport stations designated as
 AD9591.PACS or SACS are published to 2 decimal places.  This maintains
 AD9591.centimeter relative accuracy between the PACS and SACS.  It does
 AD9591.not indicate centimeter accuracy relative to other marks which are
 AD9591.part of the NAVD 88 network.
 AD9591
 AD9591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9591
 AD9591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9591
 AD9591.The ellipsoidal height was determined by GPS observations
 AD9591.and is referenced to NAD 83.
 AD9591
 AD9591.The geoid height was determined by GEOID03.
 AD9591
 AD9591;                    North         East     Units Scale Factor Converg.
 AD9591;SPC TX N     - 1,179,591.480   245,904.791   MT  0.99991694   +0 17 37.2
 AD9591;SPC TX N     - 3,870,043.05    806,772.64   sFT  0.99991694   +0 17 37.2
 AD9591;UTM  14      - 3,943,387.211   319,477.384   MT  1.00000160   -1 09 40.1
 AD9591
 AD9591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9591!SPC TX N     -   0.99984948  x   0.99991694  =   0.99976643
 AD9591!UTM  14      -   0.99984948  x   1.00000160  =   0.99985108
 AD9591
 AD9591                          SUPERSEDED SURVEY CONTROL
 AD9591
 AD9591  ELLIP H (07/28/97)  959.17   (m)                       GP(       ) 4 2
 AD9591
 AD9591.Superseded values are not recommended for survey control.
 AD9591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9591.See file dsdata.txt to determine how the superseded data were derived.
 AD9591
 AD9591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1947743387(NAD 83)
 AD9591_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9591_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD9591_SP_SET: CATCHBASIN
 AD9591_STAMPING: PPA A 1995
 AD9591_MARK LOGO: NGS   
 AD9591_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9591+STABILITY: SURFACE MOTION
 AD9591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9591+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9591
 AD9591  HISTORY     - Date     Condition        Report By
 AD9591  HISTORY     - 1995     MONUMENTED       NGS
 AD9591
 AD9591                          STATION DESCRIPTION
 AD9591
 AD9591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9591'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) NORTHWEST OF PAMPA, AT
 AD9591'THE PERRY LEFORS FIELD, IN THE MEDIAN NEAR THE NORTH END OF THE RUNWAY
 AD9591'ON THE NORTHWEST CORNER OF A CATCHBASIN.  OWNERSHIP--GRAY COUNTY, GRAY
 AD9591'COUNTY COURTHOUSE PAMPA, TX 79065.  THE MANAGER IS RON UNRUH, PHONE
 AD9591'806-665-1881.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY
 AD9591'60 AND STATE HIGHWAY 70 IN THE SOUTH PART OF PAMPA, GO 1.7 KM (1.05
 AD9591'MI) SOUTHWEST ON HIGHWAY 60 TO FARM ROAD 282, TURN RIGHT, NORTH, GO
 AD9591'10.0 KM (6.20 MI) TO THE AIRPORT ENTRANCE, TURN LEFT, WEST, GO 0.3 KM
 AD9591'(0.20 MI) ALONG THE AIRPORT ENTRANCE ROAD, THROUGH THE APRON GATE AND
 AD9591'ACROSS THE APRON TO A TAXI.  TURN RIGHT, NORTH, GO 0.65 KM (0.40 MI)
 AD9591'ALONG THE TAXI TO THE STATION ON THE LEFT.  THE STATION IS IN TOP OF
 AD9591'AND 0.1 M (0.3 FT) SOUTHEAST OF THE NORTHWEST CORNER OF A 4X4-FOOT
 AD9591'CONCRETE CATCHBASN, 130 M (426.5 FT) SOUTH OF THE NORTH END OF THE
 AD9591'GRASS MEDIAN, 51.0 M (167.3 FT) EAST OF THE RUNWAY CENTERLINE, 25.3 M
 AD9591'(83.0 FT) WEST OF THE TAXI CENTERLINE, AND 1.0 M (3.3 FT) BELOW THE
 AD9591'LEVEL OF THE TAXI.  MARK IS A SECONDARY AIRPORT CONTROL STATION (SACS)
 AD9591'.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0508 ***********************************************************************
 CE0508  DESIGNATION -  PRADO
 CE0508  PID         -  CE0508
 CE0508  STATE/COUNTY-  TX/EL PASO
 CE0508  USGS QUAD   -  YSLETA (1994)
 CE0508
 CE0508                         *CURRENT SURVEY CONTROL
 CE0508  ___________________________________________________________________
 CE0508* NAD 83(1993)-  31 42 10.32558(N)    106 21 17.14420(W)     ADJUSTED  
 CE0508* NAVD 88     -      1120.2    (meters)    3675.     (feet)  VERTCON   
 CE0508  ___________________________________________________________________
 CE0508  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 CE0508  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0508
 CE0508  HORZ ORDER  -  FIRST
 CE0508
 CE0508.The horizontal coordinates were established by classical geodetic methods
 CE0508.and adjusted by the National Geodetic Survey in February 1996..
 CE0508
 CE0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0508
 CE0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0508
 CE0508.The geoid height was determined by GEOID03.
 CE0508
 CE0508;                    North         East     Units Scale Factor Converg.
 CE0508;SPC TX C     - 3,241,174.609   129,492.533   MT  0.99995650   -3 06 05.0
 CE0508;SPC TX C     -10,633,753.70    424,843.42   sFT  0.99995650   -3 06 05.0
 CE0508;UTM  13      - 3,508,299.358   371,619.117   MT  0.99980327   -0 42 43.4
 CE0508
 CE0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0508!SPC TX C     -   0.99982794  x   0.99995650  =   0.99978445
 CE0508!UTM  13      -   0.99982794  x   0.99980327  =   0.99963124
 CE0508
 CE0508:                Primary Azimuth Mark                     Grid Az
 CE0508:SPC TX C     -  EL PASO ST PETER PAUL CATH CH            118 47 02.0
 CE0508:UTM  13      -  EL PASO ST PETER PAUL CATH CH            116 23 40.4
 CE0508
 CE0508|---------------------------------------------------------------------|
 CE0508| PID    Reference Object                     Distance      Geod. Az  |
 CE0508|                                                           dddmmss.s |
 CE0508| CE0495 EL PASO ST PETER PAUL CATH CH       APPROX. 7.4 KM 1154057.0 |
 CE0508| CE0506 PRADO AZ MK                         APPROX. 0.8 KM 1313040.4 |
 CE0508| CC8050 PRADO RM 1                           30.532 METERS 27722     |
 CE0508| CC8051 PRADO RM 2                           23.815 METERS 35034     |
 CE0508|---------------------------------------------------------------------|
 CE0508
 CE0508                          SUPERSEDED SURVEY CONTROL
 CE0508
 CE0508  NAD 83(1993)-  31 42 10.32822(N)    106 21 17.14101(W) AD(       ) 1
 CE0508  NAD 83(1986)-  31 42 10.32924(N)    106 21 17.14121(W) AD(       ) 1
 CE0508  NAD 27      -  31 42 09.92809(N)    106 21 15.20054(W) AD(       ) 1
 CE0508  NGVD 29 (07/19/86) 1119.7    (m)         3674.     (f) VERT ANG       
 CE0508
 CE0508.Superseded values are not recommended for survey control.
 CE0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0508.See file dsdata.txt to determine how the superseded data were derived.
 CE0508
 CE0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7161908299(NAD 83)
 CE0508_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0508+STABILITY: SURFACE MOTION
 CE0508
 CE0508  HISTORY     - Date     Condition        Report By
 CE0508  HISTORY     - 1980     MONUMENTED       NGS
 CE0508
 CE0508                          STATION DESCRIPTION
 CE0508
 CE0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0508'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) EAST-SOUTHEAST
 CE0508'OF EL PASO AND AT THE PRADO STREET SEWAGE PLANT.
 CE0508'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0508'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NO. 915-543-4200.
 CE0508'
 CE0508'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CE0508'10 AND YARBROUGH ROAD, EXIT 28, GO SOUTHERLY ON YARBROUGH
 CE0508'ROAD FOR 3.9 KM (2.45 MI) TO ALAMEDA STREET.  CONTINUE
 CE0508'SOUTHERLY ON YARBROUGH ROAD FOR 1.9 KM (1.2 MI) TO THE
 CE0508'JUNCTION WITH LOOP 375.  TURN LEFT AND GO SOUTHEASTERLY
 CE0508'ON LOOP 375 FOR 1.7 KM (1.05 MI) TO A SIDE ROAD RIGHT.
 CE0508'TURN RIGHT AND GO SOUTH AND WEST FOR 0.3 KM (0.2 MI) TO A
 CE0508'SANITATION PLANT AND A LOCKED GATE.  PASS THROUGH THE GATE
 CE0508'AND GO WESTERLY FOR 0.1 KM (0.05 MI) TO THE STATION.
 CE0508'
 CE0508'THE STATION IS A STANDARD NGS DISK
 CE0508'STAMPED---PRADO 1980---,
 CE0508'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0508'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 CE0508'19.10 METERS (62.7 FT) EAST FROM A LARGE VALVE,
 CE0508'4.30 METERS (14.1 FT) SOUTH FROM THE GREEN RETAINING WALL, AND
 CE0508'1.1 METERS (3.6 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CE0508'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CE0508'STAMPED---PRADO 1980---,
 CE0508'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CE0508'
 CE0508'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 CE0508'STAMPED---PRADO NO 1 1980---,
 CE0508'CEMENTED IN A DRILL HOLE IN A RETAINING WALL OF SOUTHERN
 CE0508'MOST TREATMENT TANK.
 CE0508'IT IS LOCATED
 CE0508'28.04 METERS (92.0 FT) NORTHWEST FROM THE CENTER OF THE GATE AND
 CE0508'12.74 METERS (41.8 FT) SOUTHWEST FROM A LARGE VALVE.
 CE0508'MARK IS LEVEL WITH STATION.
 CE0508'
 CE0508'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 CE0508'STAMPED---PRADO NO 2 1980---,
 CE0508'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0508'RECESSED 2.0 CM BELOW THE GROUND.  IT IS LOCATED
 CE0508'3.81 METERS (12.5 FT) WEST FROM A RETAINING WALL AND
 CE0508'1.77 METERS (5.8 FT) EAST FROM A FILTERING TANK.
 CE0508'MARK IS LEVEL WITH STATION.
 CE0508'
 CE0508'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 CE0508'STAMPED---PRADO 1980---,
 CE0508'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0508'FLUSH WITH GROUND.  IT IS LOCATED
 CE0508'31.0 METERS (101.6 FT) EAST FROM A LAMP POST NUMBER 87,
 CE0508'8.3 METERS (27.3 FT) NORTHEAST FROM THE CENTERLINE OF LOOP 375,
 CE0508'AND
 CE0508'0.8 METER (2.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 CE0508'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST 0.2 KM
 CE0508'(0.1 MI) TO LOOP 375.  TURN RIGHT AND GO EASTERLY ON LOOP
 CE0508'375 FOR 0.8 KM (0.5 MI) TO LAMP POST NUMBER 87 AND THE
 CE0508'AZIMUTH MARK ON THE LEFT.
 CE0508'
 CE0508'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO
 CE0508'A LARGE CONCRETE TANK ON LINE.
 CE0508'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0506 ***********************************************************************
 CE0506  DESIGNATION -  PRADO AZ MK
 CE0506  PID         -  CE0506
 CE0506  STATE/COUNTY-  TX/EL PASO
 CE0506  USGS QUAD   -  YSLETA (1994)
 CE0506
 CE0506                         *CURRENT SURVEY CONTROL
 CE0506  ___________________________________________________________________
 CE0506* NAD 83(1993)-  31 41 52.35647(N)    106 20 53.39904(W)     ADJUSTED  
 CE0506* NAVD 88     -      1119.3    (meters)    3672.     (feet)  VERTCON   
 CE0506  ___________________________________________________________________
 CE0506  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CE0506  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0506
 CE0506  HORZ ORDER  -  SECOND
 CE0506
 CE0506.The horizontal coordinates were established by classical geodetic methods
 CE0506.and adjusted by the National Geodetic Survey in February 1996..
 CE0506.No horizontal observational check was made to the station.
 CE0506
 CE0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0506
 CE0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0506
 CE0506.The geoid height was determined by GEOID03.
 CE0506
 CE0506;                    North         East     Units Scale Factor Converg.
 CE0506;SPC TX C     - 3,240,588.177   130,086.948   MT  0.99995544   -3 05 52.8
 CE0506;SPC TX C     -10,631,829.71    426,793.60   sFT  0.99995544   -3 05 52.8
 CE0506;UTM  13      - 3,507,738.304   372,237.369   MT  0.99980132   -0 42 30.5
 CE0506
 CE0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0506!SPC TX C     -   0.99982808  x   0.99995544  =   0.99978353
 CE0506!UTM  13      -   0.99982808  x   0.99980132  =   0.99962943
 CE0506
 CE0506                          SUPERSEDED SURVEY CONTROL
 CE0506
 CE0506  NAD 83(1993)-  31 41 52.35923(N)    106 20 53.39575(W) AD(       ) 2
 CE0506  NAD 83(1986)-  31 41 52.36021(N)    106 20 53.39598(W) AD(       ) 2
 CE0506  NAD 27      -  31 41 51.95848(N)    106 20 51.45596(W) AD(       ) 2
 CE0506  NGVD 29 (07/19/86) 1118.8    (m)         3671.     (f) VERT ANG       
 CE0506
 CE0506.Superseded values are not recommended for survey control.
 CE0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0506.See file dsdata.txt to determine how the superseded data were derived.
 CE0506
 CE0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7223707738(NAD 83)
 CE0506_MARKER: DZ = AZIMUTH MARK DISK
 CE0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0506_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0506+STABILITY: SURFACE MOTION
 CE0506
 CE0506  HISTORY     - Date     Condition        Report By
 CE0506  HISTORY     - 1980     MONUMENTED       NGS
 CE0506
 CE0506                          STATION DESCRIPTION
 CE0506
 CE0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0506'THE STATION IS LOCATED ABOUT 7.6 KM (4-3/4 MI) NORTHWEST OF
 CE0506'SOCORRO, 16.9 KM (10-1/2 MI) WEST-NORTHWEST OF CLINT AND
 CE0506'14.1 KM (8-3/4 MI) EAST-SOUTHEAST OF CENTER OF EL PASO.
 CE0506'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND
 CE0506'PUBLIC TRANSP, MR. LYLE D. SCARBROUGH, DESIGN
 CE0506'ENGINEER, 212 NORTH CLARK, EL PASO, TX 79915,
 CE0506'TELEPHONE NUMBER 915-778-4254.
 CE0506'
 CE0506'TO REACH THE STATION FROM THE JUNCTION OF YARBROUGH ROAD
 CE0506'AND LOOP 375, GO EAST FOR 2.3 KM (1.45 MI) TO THE STATION
 CE0506'MARK ON THE LEFT BY A METAL WITNESS POST.  IT IS IN THE
 CE0506'NORTH SHOULDER OF THE WEST BOUND SIDE OF LOOP 375.
 CE0506'
 CE0506'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CE0506'STAMPED---PRADO 1980---,
 CE0506'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0506'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 CE0506'31.0 METERS (101.6 FT) EAST FROM A STREET LIGHT POLE NO. 87,
 CE0506'8.3 METERS (27.3 FT) NORTHEAST FROM THE CENTER OF WEST BOUND LANE
 CE0506'OF LOOP 375 AND
 CE0506'0.8 METER (2.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 CE0506'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CE0506'STAMPED---PRADO 1980---,
 CE0506'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0506'
 CE0506'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1804 ***********************************************************************
 BL1804  DESIGNATION -  PRAIRIE
 BL1804  PID         -  BL1804
 BL1804  STATE/COUNTY-  TX/WALKER
 BL1804  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1804
 BL1804                         *CURRENT SURVEY CONTROL
 BL1804  ___________________________________________________________________
 BL1804* NAD 83(1993)-  30 50 58.11122(N)    095 30 36.28458(W)     ADJUSTED  
 BL1804* NAVD 88     -        76.22   (+/-2cm)     250.1    (feet)  VERTCON   
 BL1804  ___________________________________________________________________
 BL1804  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BL1804  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BL1804
 BL1804  HORZ ORDER  -  SECOND
 BL1804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1804
 BL1804.The horizontal coordinates were established by classical geodetic methods
 BL1804.and adjusted by the National Geodetic Survey in February 1996..
 BL1804
 BL1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1804.The vertical order pertains to the NGVD 29 superseded value.
 BL1804
 BL1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1804
 BL1804.The geoid height was determined by GEOID03.
 BL1804
 BL1804;                    North         East     Units Scale Factor Converg.
 BL1804;SPC TX C     - 3,141,119.455 1,161,165.841   MT  0.99988524   +2 29 03.3
 BL1804;SPC TX C     -10,305,489.41  3,809,591.60   sFT  0.99988524   +2 29 03.3
 BL1804;UTM  15      - 3,415,617.496   259,960.395   MT  1.00031082   -1 17 15.9
 BL1804
 BL1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1804!SPC TX C     -   0.99999229  x   0.99988524  =   0.99987753
 BL1804!UTM  15      -   0.99999229  x   1.00031082  =   1.00030311
 BL1804
 BL1804:                Primary Azimuth Mark                     Grid Az
 BL1804:SPC TX C     -  TRINITY MUN TANK W OF TWO                048 31 43.1
 BL1804:UTM  15      -  TRINITY MUN TANK W OF TWO                052 18 02.3
 BL1804
 BL1804|---------------------------------------------------------------------|
 BL1804| PID    Reference Object                     Distance      Geod. Az  |
 BL1804|                                                           dddmmss.s |
 BL1804| BL2180 TRINITY MUN TANK W OF TWO           APPROX.16.7 KM 0510046.4 |
 BL1804| BL1805 PRAIRIE RM 1                         56.126 METERS 09033     |
 BL1804| BL1806 PRAIRIE RM 2                         50.280 METERS 18325     |
 BL1804| BL2266 HUNTSVILLE KSAM RADIO TOWER         APPROX.16.6 KM 1902516.9 |
 BL1804| BL2268 HUNTSVILLE MUNICIPAL TANK           APPROX.16.0 KM 1933904.1 |
 BL1804| BL1803 PRAIRIE AZ MK                                      2251859.7 |
 BL1804|---------------------------------------------------------------------|
 BL1804
 BL1804                          SUPERSEDED SURVEY CONTROL
 BL1804
 BL1804  NAD 83(1986)-  30 50 58.12307(N)    095 30 36.26782(W) AD(       ) 2
 BL1804  NAD 27      -  30 50 57.43300(N)    095 30 35.47700(W) AD(       ) 2
 BL1804  NGVD 29 (??/??/92)   76.224  (m)          250.08   (f) ADJ UNCH    2 0
 BL1804
 BL1804.Superseded values are not recommended for survey control.
 BL1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1804.See file dsdata.txt to determine how the superseded data were derived.
 BL1804
 BL1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ5996015617(NAD 83)
 BL1804_MARKER: DS = TRIANGULATION STATION DISK
 BL1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1804_STAMPING: PRAIRIE 1943
 BL1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1804+STABILITY: SURFACE MOTION
 BL1804
 BL1804  HISTORY     - Date     Condition        Report By
 BL1804  HISTORY     - 1943     MONUMENTED       CGS
 BL1804  HISTORY     - 1947     GOOD             NGS
 BL1804  HISTORY     - 19960601 GOOD             USPSQD
 BL1804
 BL1804                          STATION DESCRIPTION
 BL1804
 BL1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BL1804'STATION IS LOCATED ABOUT 9 MILES N OF HUNTSVILLE IN THE FARMYARD
 BL1804'OF MRS. A.T. SMITHER, 18 FEET WSW OF THE S END OF A GATE, 10
 BL1804'FEET NNE OF A FENCE CORNER AND 2.5 FEET NW OF A WIRE FENCE.
 BL1804'IT IS STAMPED PRAIRIE 1943 AND IS FLUSH WITH THE GROUND.
 BL1804'
 BL1804'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BL1804'DISKS SET IN CONCRETE.
 BL1804'
 BL1804'REFERENCE MARK NO. 1 IS E OF THE STATION, 45 FEET NE OF A GATE
 BL1804'POST, 27 FEET E OF THE CENTER LINE OF THE ROAD AND 1 FOOT
 BL1804'NW OF A WIRE FENCE.  IT IS STAMPED PRAIRIE NO. 1 1943 AND PROJECTS
 BL1804'5 INCHES.
 BL1804'
 BL1804'REFERENCE MARK NO. 2 IS S OF THE STATION, 54 FEET NE OF A
 BL1804'TELEPHONE POLE, 27 FEET SE OF THE CENTER LINE OF THE ROAD
 BL1804'AND 1 FOOT NW OF A FENCE.  IT IS STAMPED PRAIRIE NO. 2 1943
 BL1804'AND PROJECTS 10 INCHES.
 BL1804'
 BL1804'THE AZIMUTH MARK IS SW OF THE STATION, 67 FEET N OF A FENCE
 BL1804'CORNER, 38 FEET W OF A ROAD FORK AND 1 FOOT E OF A WIRE FENCE.
 BL1804'IT IS STAMPED PRAIRIE 1943 AND PROJECTS 4 INCHES.
 BL1804'
 BL1804'TO REACH THE STATION FROM THE NE CORNER OF THE COURTHOUSE
 BL1804'SQUARE IN HUNTSVILLE, GO N ON A PAVED STREET FOR 0.3 MILE TO THE
 BL1804'END OF THE PAVEMENT, THEN CONTINUE AHEAD ON A DIRT ROAD FOR
 BL1804'1.75 MILES TO A FORKS AT J.H. WEATHERLY STORE.  THEN RIGHT
 BL1804'FORK FOR 6.6 MILES TO A FORKS AND THE AZIMUTH MARK ON THE LEFT.
 BL1804'THEN RIGHT FORK FOR 0.8 MILE TO THE STATION ON THE LEFT.
 BL1804'
 BL1804'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BL1804
 BL1804                          STATION RECOVERY (1947)
 BL1804
 BL1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1804'7.5 MI W FROM RIVERSIDE.
 BL1804'7.5 MILES WEST ALONG A GRAVEL ROAD FROM THE RIVERSIDE HIGH SCHOOL AT
 BL1804'RIVERSIDE, AT THE TOP OF A LONG SLOPING HILL, 92.0 FEET NORTHWEST OF
 BL1804'THE CENTER OF THE ROAD, 104.5 FEET SOUTHWEST OF A 1 1/2-FOOT PECAN
 BL1804'TREE WHICH IS IN THE FRONT YARD OF A FARM HOUSE, 78.5 FEET SOUTH OF
 BL1804'THE SOUTH CORNER OF THE FARM HOUSE, 19.0 FEET SOUTHWEST OF THE SOUTH
 BL1804'END OF A WOODEN GATE WHICH IS ACROSS A PRIVATE DRIVE WAY LEADING
 BL1804'NORTHWEST, 184.1 FEET WEST OF AND ACROSS THE ROAD FROM REFERENCE MARK
 BL1804'PRAIRIE NO 1, 165.0 FEET NORTH OF AND ACROSS THE ROAD FROM REFERENCE
 BL1804'MARK PRAIRIE NO 2, 1.0 FOOT SOUTHWEST OF A REFERENCE POST, A BRONZE
 BL1804'TRIANGULATION STATION DISK SET IN A CONCRETE POST ABOUT THE SAME
 BL1804'ELEVATION AS THE ROAD AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
 BL1804
 BL1804                          STATION RECOVERY (1996)
 BL1804
 BL1804'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0478 ***********************************************************************
 AM0478  DESIGNATION -  PRAIRIE
 AM0478  PID         -  AM0478
 AM0478  STATE/COUNTY-  TX/MATAGORDA
 AM0478  USGS QUAD   -  SARGENT (1972)
 AM0478
 AM0478                         *CURRENT SURVEY CONTROL
 AM0478  ___________________________________________________________________
 AM0478* NAD 83(1993)-  28 46 53.06192(N)    095 41 35.74180(W)     ADJUSTED  
 AM0478* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 AM0478  ___________________________________________________________________
 AM0478  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AM0478  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AM0478
 AM0478  HORZ ORDER  -  SECOND
 AM0478
 AM0478.The horizontal coordinates were established by classical geodetic methods
 AM0478.and adjusted by the National Geodetic Survey in February 1996..
 AM0478
 AM0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0478
 AM0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0478
 AM0478.The geoid height was determined by GEOID03.
 AM0478
 AM0478;                    North         East     Units Scale Factor Converg.
 AM0478;SPC TXSC     - 4,109,637.130   922,808.319   MT  0.99990957   +1 37 12.0
 AM0478;SPC TXSC     -13,483,034.48  3,027,580.29   sFT  0.99990957   +1 37 12.0
 AM0478;UTM  15      - 3,186,744.362   237,074.188   MT  1.00045320   -1 17 50.9
 AM0478
 AM0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0478!SPC TXSC     -   1.00000385  x   0.99990957  =   0.99991342
 AM0478!UTM  15      -   1.00000385  x   1.00045320  =   1.00045705
 AM0478
 AM0478|---------------------------------------------------------------------|
 AM0478| PID    Reference Object                     Distance      Geod. Az  |
 AM0478|                                                           dddmmss.s |
 AM0478| CV6675 PRAIRIE RM 5                         30.148 METERS 12458     |
 AM0478| CV6677 PRAIRIE RM GRANITE POST               5.430 METERS 14744     |
 AM0478| AM0488 MARIE 2                             APPROX. 5.5 KM 1711146.0 |
 AM0478| AM0484 PRAIRIE 1852 RM 1                   279.141 METERS 18956     |
 AM0478| AM0483 PRAIRIE 1852 RM 1 PTA               271.669 METERS 18956     |
 AM0478| CV6676 PRAIRIE RM 6                         29.598 METERS 19931     |
 AM0478|---------------------------------------------------------------------|
 AM0478
 AM0478                          SUPERSEDED SURVEY CONTROL
 AM0478
 AM0478  NAD 83(1986)-  28 46 53.07053(N)    095 41 35.72261(W) AD(       ) 2
 AM0478  NAD 27      -  28 46 52.13700(N)    095 41 34.88300(W) AD(       ) 2
 AM0478  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 AM0478
 AM0478.Superseded values are not recommended for survey control.
 AM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0478.See file dsdata.txt to determine how the superseded data were derived.
 AM0478
 AM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM3707486744(NAD 83)
 AM0478_MARKER: Z = SEE DESCRIPTION
 AM0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0478
 AM0478  HISTORY     - Date     Condition        Report By
 AM0478  HISTORY     - 1852     MONUMENTED       CGS
 AM0478  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AM0478  HISTORY     - 1947     GOOD             CGS
 AM0478  HISTORY     - 1962     GOOD             CGS
 AM0478  HISTORY     - 1969     GOOD             CGS
 AM0478  HISTORY     - 1975     GOOD             LOCENG
 AM0478  HISTORY     - 1978     GOOD             NGS
 AM0478  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0478
 AM0478                          STATION DESCRIPTION
 AM0478
 AM0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1852 (JSW)
 AM0478'IN THE OPEN PRAIRIE, 4,650 METERS N. 77 DEG W. OF THE LARGEST
 AM0478'HOUSE AT THE CANAL CONNECTING CANY CREEK AND MATAGORDA BAY.
 AM0478'
 AM0478'STATION IS MARKED BY A CAST-IRON CONE BURIED 3 FEET BELOW
 AM0478'THE SURFACE.  THREE FEET TO THE N, S, AND E, RESPECTIVELY,
 AM0478'ARE MARBLE BLOCKS PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE.
 AM0478
 AM0478                          STATION RECOVERY (1934)
 AM0478
 AM0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0478'STATION IS LOCATED ABOUT 4 MILES SW FROM SARGENT, IN THE
 AM0478'MIDDLE OF A LARGE PASTURE, 40 METERS NE FROM THE E SIDE OF
 AM0478'BOGGY BAYOU, 15 METERS E FROM A GROVE OF SALT CEDARS, AND
 AM0478'ABOUT 2 MILES NW FROM THE BAY SHORE.
 AM0478'
 AM0478'A NEW SURFACE MARK WAS ESTABLISHED OVER THE OLD SUBSURFACE
 AM0478'MARK.  THREE OLD REFERENCE MARKS WERE RECOVERED AND A NEW
 AM0478'ONE ESTABLISHED.  THE OLD REFERENCE MARKS ARE 6-INCH-SQUARE
 AM0478'GRANITE POSTS EXTENDING 6 INCHES ABOVE THE GROUND AND WITH A
 AM0478'CROSS CUT IN THE CENTER.
 AM0478'
 AM0478'SURFACE MARK AND REFERENCE MARK 1 ARE BRONZE DISKS SET IN CONCRETE.
 AM0478'
 AM0478'DISTANCES AND MAGNETIC BEARINGS TAKEN FROM THE STATION--OLD
 AM0478'REFERENCE MARK, 6.22 METERS, 46 DEG.  OLD REFERENCE MARK,
 AM0478'5.46 METERS, 134 DEG.  OLD REFERENCE MARK, 7.18 METERS, 229
 AM0478'DEG.  STACK OF THE TEXAS GULF SULPHUR CO. AT GULF, TEXAS,
 AM0478'250 DEG.  WINDMILL, 0.2 MILE, 295 DEG.  AND GULF WATER TANK,
 AM0478'248 DEG.
 AM0478'
 AM0478'HEIGHT OF LIGHT ABOVE STATION MARK - 8.5 METERS.
 AM0478
 AM0478                          STATION RECOVERY (1947)
 AM0478
 AM0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0478'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  ONLY TWO
 AM0478'GRANITE REFERENCE MARKS REMAIN IN PLACE.  THE MARK WHOSE
 AM0478'BEARING IS 229 DEGREES IS NOT IN PLACE.  LOCAL INQUIRY
 AM0478'FOR THE SITE OF THE OLD DAM (THE LOCATION OF THE SALT CEDARS
 AM0478'1934 DESCRIPTION) ON BOGGY BAYOU WILL LOCATE THE SITE OF
 AM0478'THE STATION.
 AM0478
 AM0478                          STATION RECOVERY (1962)
 AM0478
 AM0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AM0478'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.
 AM0478'
 AM0478'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS AND
 AM0478'ADDITIONS.
 AM0478'
 AM0478'(1) THE R.M. IS SOUTH OF THE STATION INSTEAD OF EAST.  THE
 AM0478'MAG. BEARING IS 180.
 AM0478'
 AM0478'(2) THE WINDMILL NO LONGER EXISTS.
 AM0478'
 AM0478'THE STATION IS APPROXIMATELY 280 FT. SOUTHWEST OF THE ROAD
 AM0478'WHERE IT PASSES OVER AN 18 INCH CONCRETE CULVERT.
 AM0478'
 AM0478'TO REACH THE STATION FROM SARGENT GO 1.2 MILES SOUTHEAST
 AM0478'ALONG MAIN ROAD (457) TURN RIGHT ON GRAVEL ROAD FOR 2.1
 AM0478'MILES (CROSSING CANEY CREEK AT 1.2 MILES) TURN RIGHT ON
 AM0478'MAIN SHELL ROAD FOR 0.4 MILES TO A CATTLE GUARD AND FARM
 AM0478'ROAD, TURN LEFT ON FARM ROAD FOR 2.5 MILES TO CLUMP OF SALT
 AM0478'CEDARS, CONCRETE CULVERT AND THE STATION.
 AM0478
 AM0478                          STATION RECOVERY (1969)
 AM0478
 AM0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0478'STATION MARK, REFERENCE MARK NO. 1 AND GRANITE POST WERE
 AM0478'RECOVERED IN GOOD CONDITION.  TWO OTHER GRANITE POSTS WERE
 AM0478'SEARCHED FOR BUT NOT FOUND.  TWO NEW REFERENCE MARKS WERE
 AM0478'SET.  A COMPLETE DESCRIPTION FOLLOWS--
 AM0478'
 AM0478'STATION IS ABOUT 4 MILES SOUTHWEST OF SARGENT, ABOUT 2 MILES
 AM0478'NORTHWEST OF MATAGORDA BAY SHORE, IN PASTURE GROUND, NEAR
 AM0478'A GROVE OF TREES.
 AM0478'
 AM0478'TO REACH STATION FROM THE POST OFFICE IN SARGENT, GO SOUTHEAST
 AM0478'ON FARM ROAD 457 FOR 1.2 MILES TO THE CANEY COVE ESTATES
 AM0478'ROAD ON RIGHT.  TURN RIGHT, SOUTHWESTERLY, GO 1.2 MILES TO
 AM0478'BRIDGE OVER CANEY CREEK, CONTINUE OVER BRIDGE, GO SOUTHWEST
 AM0478'AND NORTHWEST ON SHELL ROAD FOR 1.4 MILES TO A CATTLE GUARD.
 AM0478'CROSS OVER CATTLE GUARD AND TURN LEFT.  FOLLOW A TRACK ROAD FOR
 AM0478'2.6 MILES TO STATION ON RIGHT.  CONTINUE ON TRACK ROAD 0.15
 AM0478'MILE TO REFERENCE MARK NO. 1 ON THE LEFT.
 AM0478'
 AM0478'STATION MARK, A STANDARD DISK, STAMPED PRAIRIE 1852 1934,
 AM0478'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3
 AM0478'INCHES ABOVE GROUND.  IT IS 302 FEET SOUTHWEST OF A CONCRETE
 AM0478'CULVERT, 207 FEET WEST OF CENTER OF TRACK ROAD, 80 FEET
 AM0478'SOUTHEAST OF TREE LINE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 AM0478'POST.
 AM0478'
 AM0478'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED PRAIRIE NO
 AM0478'1 1852 1934, IS SET IN A 14 IN X 14 IN CONCRETE POST WHICH
 AM0478'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 193 FEET SOUTH OF
 AM0478'CENTER OF TRACK ROAD, AND 1.5 FEET WEST OF A METAL WITNESS
 AM0478'POST.
 AM0478'
 AM0478'REFERENCE MARK NO. 5, A STANDARD DISK, STAMPED PRAIRIE 1852
 AM0478'NO 5 1969, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 AM0478'PROJECTS 5 INCHES ABOVE SURFACE OF GROUND.  IT IS 318 FEET
 AM0478'SOUTH OF WEST END OF CONCRETE CULVERT, AND 118 FEET WEST
 AM0478'OF CENTER OF TRACK ROAD.
 AM0478'
 AM0478'REFERENCE MARK NO. 6, A STANDARD DISK, STAMPED PRAIRIE 1852
 AM0478'NO 6 1969, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 AM0478'PROJECTS 5 INCHES ABOVE GROUND.  IT IS 215 FEET WEST OF
 AM0478'CENTER OF TRACK ROAD, AND 125 FEET SOUTHEAST OF THE TREE
 AM0478'LINE.
 AM0478'
 AM0478'GRANITE POST, A 6 IN X 6 IN WHITE POST WITH CROSS CUT IN
 AM0478'THE TOP AND PROJECTS 6 INCHES ABOVE GROUND, IS SOUTHEAST
 AM0478'OF STATION AND ABOUT SAME ELEVATION.  MARK IS LEANING SLIGHTLY
 AM0478'BUT SOLID IN THE GROUND.
 AM0478'
 AM0478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 AM0478'MILES SOUTHWEST OF SARGENT
 AM0478
 AM0478                          STATION RECOVERY (1975)
 AM0478
 AM0478'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (RH)
 AM0478'RECOVERED BY BAKER AND LAWSON CONSULTING ENGINEERS.
 AM0478'
 AM0478'PRAIRIE 1852, 1934-GOOD
 AM0478'
 AM0478'REF PRAIRIE NO. 6 1852 1969-GOOD
 AM0478'
 AM0478'REF PRAIRIE NO 5 1852 1969-GOOD
 AM0478'
 AM0478'DID NOT HAVE DESCRIPTION-FOUND IN CONNECTION WITH WORK IN
 AM0478'THE AREA.
 AM0478
 AM0478                          STATION RECOVERY (1978)
 AM0478
 AM0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0478'THE STATION, REFERENCE MARKS 1, 5 AND 6, AND THE GRANITE POST
 AM0478'WERE RECOVERED IN GOOD CONDITION.  A SHORTER DISTANCE OF 0.016
 AM0478'METER TO REFERENCE MARK 6 WAS NOTED AND VERIFIED AT THIS TIME.
 AM0478'REFERENCE MARK 1 WAS USED AS A LONG REFERENCE MARK.  DUE TO
 AM0478'CHANGES IN THE ROAD, A COMPLETE NEW DESCRIPTION FOLLOWS.
 AM0478'
 AM0478'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF
 AM0478'SARGENT, 2 MILES NORTHWEST OF MATAGORDA BAY SHORE, AND IN
 AM0478'PASTURE LAND OWNED BY MR. BERT HUEBNER, P.O. BOX 549, BAY
 AM0478'CITY, TEXAS 77414.
 AM0478'
 AM0478'TO REACH FROM THE MISSION BAPTIST CHURCH IN SARGENT, GO
 AM0478'EAST-SOUTHEAST ON FARM ROAD 457 FOR 1.4 MILES TO A SIDE ROAD
 AM0478'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON CANEY GROVE
 AM0478'ESTATE ROAD FOR 1.2 MILES TO THE CENTER OF THE BRIDGE OVER
 AM0478'CANEY CREEK.  CONTINUE SOUTHWEST AND THENCE NORTHWEST ON
 AM0478'SHELL ROAD FOR 1.3 MILES TO A LOCKED GATE ON THE LEFT.  PASS
 AM0478'THROUGH GATE, THEN TURN RIGHT FOR 0.05 MILE, THEN TURN LEFT
 AM0478'AND GO SOUTHERLY FOR 2.45 MILES TO THE STATION ON THE RIGHT.
 AM0478'
 AM0478'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0478'STAMPED---PRAIRIE 1852 1934---,
 AM0478'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0478'SIDE PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AM0478'64 FEET WEST FROM THE CENTER OF A FIELD ROAD AND
 AM0478'5.5 FEET NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 AM0478'
 AM0478'REFERENCE MARK 1 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0478'STAMPED---PRAIRIE NO 1 1852 1934---,
 AM0478'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0478'SIDE PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 AM0478'210 FEET EAST FROM THE CENTER OF THE FIELD ROAD AND
 AM0478'1.5 FEET WEST FROM A METAL WITNESS POST WITH SIGN.
 AM0478'
 AM0478'REFERENCE MARK 5 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0478'STAMPED---PRAIRIE 1852 NO 5 1969---,
 AM0478'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0478'SIDE PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AM0478'31 FEET EAST FROM THE CENTER OF THE FIELD ROAD AND
 AM0478'2.5 FEET SOUTHWEST FROM A METAL WITNESS POST WITH SIGN.
 AM0478'
 AM0478'REFERENCE MARK 6 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0478'STAMPED---PRAIRIE 1852 NO 6 1969---,
 AM0478'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0478'SIDE PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AM0478'60 FEET WEST FROM THE CENTER OF THE FIELD ROAD AND
 AM0478'2.9 FEET NORTH FROM A METAL WITNESS POST WITH SIGN.
 AM0478'
 AM0478'REFERENCE GRANITE POST IS A WHITE GRANITE POST WITH A CUT
 AM0478'CROSS ON THE TOP 6 INCHES SQUARE PROJECTING 6 INCHES ABOVE
 AM0478'THE GROUND.
 AM0478'
 AM0478'TO REACH REFERENCE MARK 1 FROM THE STATION PROCEED SOUTH
 AM0478'ACROSS THE FIELD FOR 0.15 MILE TO THE MARK.
 AM0478'
 AM0478'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
 AM0478
 AM0478                          STATION RECOVERY (2003)
 AM0478
 AM0478'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2250 ***********************************************************************
 BL2250  DESIGNATION -  PRAIRIE
 BL2250  PID         -  BL2250
 BL2250  STATE/COUNTY-  TX/WALLER
 BL2250  USGS QUAD   -  WALLER (1980)
 BL2250
 BL2250                         *CURRENT SURVEY CONTROL
 BL2250  ___________________________________________________________________
 BL2250* NAD 83(1993)-  30 05 37.14653(N)    095 59 21.54692(W)     ADJUSTED  
 BL2250* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 BL2250  ___________________________________________________________________
 BL2250  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BL2250  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL2250
 BL2250  HORZ ORDER  -  FIRST
 BL2250
 BL2250.The horizontal coordinates were established by classical geodetic methods
 BL2250.and adjusted by the National Geodetic Survey in February 1996..
 BL2250
 BL2250.The orthometric height was scaled from a topographic map.
 BL2250
 BL2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2250
 BL2250.The geoid height was determined by GEOID03.
 BL2250
 BL2250;                    North         East     Units Scale Factor Converg.
 BL2250;SPC TXSC     - 4,254,245.154   890,169.951   MT  0.99995071   +1 28 29.9
 BL2250;SPC TXSC     -13,957,469.31  2,920,499.25   sFT  0.99995071   +1 28 29.9
 BL2250;SPC TX C     - 3,055,510.047 1,118,639.901   MT  1.00000622   +2 14 14.7
 BL2250;SPC TX C     -10,024,619.21  3,670,071.08   sFT  1.00000622   +2 14 14.7
 BL2250;UTM  15      - 3,332,933.486   211,892.784   MT  1.00062421   -1 29 59.7
 BL2250;UTM  14      - 3,332,987.616   790,167.086   MT  1.00063891   +1 30 38.4
 BL2250
 BL2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2250!SPC TXSC     -   0.99999110  x   0.99995071  =   0.99994181
 BL2250!SPC TX C     -   0.99999110  x   1.00000622  =   0.99999732
 BL2250!UTM  15      -   0.99999110  x   1.00062421  =   1.00061530
 BL2250!UTM  14      -   0.99999110  x   1.00063891  =   1.00063000
 BL2250
 BL2250|---------------------------------------------------------------------|
 BL2250| PID    Reference Object                     Distance      Geod. Az  |
 BL2250|                                                           dddmmss.s |
 BL2250| BL2252 PRAIRIE VIEW COLL HEAT PLT STK      163.630 METERS 01641     |
 BL2250| BL2251 PRAIRIE VIEW COLL WATER TANK        147.262 METERS 02436     |
 BL2250| CV9083 PRAIRIE RM 1                         37.073 METERS 05512     |
 BL2250| CV9084 PRAIRIE RM 2                         40.545 METERS 15031     |
 BL2250| CV9082 PRAIRIE AZ MK                                      1641304.5 |
 BL2250| BM0987 HEMPSTEAD CITIZEN WTR CO SPIPE      APPROX. 8.9 KM 2710804.6 |
 BL2250| BM0988 HEMPSTEAD WALLER CO CTHSE TWR       APPROX. 8.5 KM 2730758.2 |
 BL2250|---------------------------------------------------------------------|
 BL2250
 BL2250                          SUPERSEDED SURVEY CONTROL
 BL2250
 BL2250  NAD 83(1986)-  30 05 37.16096(N)    095 59 21.52981(W) AD(       ) 1
 BL2250  NAD 27      -  30 05 36.37600(N)    095 59 20.68700(W) AD(       ) 1
 BL2250
 BL2250.Superseded values are not recommended for survey control.
 BL2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2250.See file dsdata.txt to determine how the superseded data were derived.
 BL2250
 BL2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1189332933(NAD 83)
 BL2250_MARKER: DS = TRIANGULATION STATION DISK
 BL2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2250
 BL2250  HISTORY     - Date     Condition        Report By
 BL2250  HISTORY     - 1935     MONUMENTED       CGS
 BL2250  HISTORY     - 1937     GOOD             TXHD
 BL2250  HISTORY     - 1939     MARK NOT FOUND   GULF
 BL2250  HISTORY     - 1944     GOOD             CGS
 BL2250  HISTORY     - 1951     GOOD             CGS
 BL2250  HISTORY     - 19990715 MARK NOT FOUND   USPSQD
 BL2250
 BL2250                          STATION DESCRIPTION
 BL2250
 BL2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2250'THIS STATION IS ABOUT 5 MILES E OF HEMPSTEAD ON THE GROUNDS
 BL2250'OF THE PRAIRIE VIEW COLLEGE.  THE MARK IS SET IN LAWN DIRECTLY
 BL2250'S OF THE NORMAL SCHOOL.  IT IS 110 FEET S OF THE SW CORNER
 BL2250'OF THE NORMAL SCHOOL, 187 FEET E OF THE SE CORNER OF THE
 BL2250'HOUSEHOLD ARTS BUILDING AND IS SET FLUSH WITH THE SURFACE.
 BL2250'
 BL2250'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2250'BRONZE DISKS SET IN CONCRETE.
 BL2250'
 BL2250'REFERENCE MARK NO. 1 IS NE OF THE STATION IN FRONT OF THE
 BL2250'NORMAL SCHOOL, 6 INCHES S OF THE S EDGE OF THE SIDEWALK
 BL2250'AND IS FLUSH.  REFERENCE MARK NO. 2 IS SE OF THE STATION.
 BL2250'IT IS IN THE CENTER OF THE WALK, 1 FOOT N OF THE BASE OF
 BL2250'THE FLAGPOLE AND IS FLUSH WITH THE SURFACE.
 BL2250'
 BL2250'AZIMUTH MARK IS SE OF THE STATION ON THE E EDGE OF THE ROAD,
 BL2250'21 FEET E OF THE CENTER LINE OF THE ROAD, 1 FOOT W OF FENCE
 BL2250'LINE, 3 FEET N OF GATEPOST AND PROJECTS 5 INCHES.
 BL2250'
 BL2250'TO REACH FROM HEMPSTEAD GO E ON TEXAS 6 FOR 5.4 MILES TO
 BL2250'PRAIRIE VIEW RAILROAD STATION.  HERE TURN N AND GO 1.6
 BL2250'MILES TO THE COLLEGE AND STATION.
 BL2250'
 BL2250'A 74-FOOT TOWER WAS USED.
 BL2250
 BL2250                          STATION RECOVERY (1937)
 BL2250
 BL2250'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2250'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 BL2250
 BL2250                          STATION RECOVERY (1939)
 BL2250
 BL2250'RECOVERY NOTE BY GULF REFINING COMPANY 1939
 BL2250'STATION MARK DESTROYED OR COVERED.  REFERENCE MARKS RECOVERED.
 BL2250
 BL2250                          STATION RECOVERY (1944)
 BL2250
 BL2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (MZB)
 BL2250'THE ORIGINAL DESCRIPTION OF STATION IS GOOD EXCEPT THAT
 BL2250'THE MARK IS NOW ABOUT ONE INCH BELOW THE SURFACE OF THE
 BL2250'GROUND, AND THE AZIMUTH MARK IS NOW ABOUT TWENTY FEET WEST
 BL2250'OF THE FENCE, THE FENCE AND GATE MENTIONED HAVING BEEN MOVED
 BL2250'EASTWARD.  THE MARK PROJECTS ABOUT TEN INCHES.
 BL2250'
 BL2250'ALL MARKS WERE RECOVERED, AND ARE IN GOOD CONDITION.  PROPOSED
 BL2250'NEW BUILDING REQUIRES MOVING OF REFERENCE MARK NO. 2, AND
 BL2250'WILL BLOCK LINE TO AZIMUTH MARK.  NEW DESCRIPTION OF TRIANGULATION
 BL2250'STATION FURNISHED HERE WITH--
 BL2250'
 BL2250'STATION IS LOCATED ABOUT 5 MILES E OF HEMPSTEAD, ON THE GROUNDS
 BL2250'OF THE PRAIRIE VIEW COLLEGE.  110 FEET S OF THE SW CORNER
 BL2250'OF THE NORMAL SCHOOL.  187 FEET EAST OF THE SE CORNER OF
 BL2250'THE HOUSEHOLD ARTS BUILDING.  3.85 FEET S OF THE S CURBING
 BL2250'OF A NEW STREET, WHICH PASSES BETWEEN THE NORMAL SCHOOL
 BL2250'BUILDING AND THE STATION, AND 34.16 FEET NE OF THE CENTER
 BL2250'MARK IN TOP PLUG OF A FIRE HYDRANT.  THE MARK IS ABOUT 1
 BL2250'INCH BELOW SURFACE.  ORIGINAL LOCATION.
 BL2250'
 BL2250'REFERENCE MARK NO. 1 IS NE OF THE STATION, IN FRONT OF THE
 BL2250'NORMAL SCHOOL, 6 INCHES S OF THE S EDGE OF THE SIDEWALK.
 BL2250'MARK IS FLUSH WITH THE GROUND.
 BL2250'
 BL2250'REFERENCE MARK NO. 3 (1944), IS IN OPEN LAWN, E-SE OF THE
 BL2250'STATION.  16 PACES S OF A STREET CURBING AND 20 PACES W OF
 BL2250'A STREET CURBING.  ABOUT 20 FEET S OF THE APPROXIMATE SE
 BL2250'CORNER OF PROPOSED BUILDING.  FROM PRAIRIE VIEW R.R. STATION ON
 BL2250'U.S. 290, 5-1/2 MILES E OF HEMPSTEAD, GO N TO COLLEGE, KEEP
 BL2250'L THEN R TO FRONT OF FIRST BUILDING (OLD NORMAL SCHOOL)
 BL2250'AND STATION.
 BL2250
 BL2250                          STATION RECOVERY (1951)
 BL2250
 BL2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 BL2250'STATION RECOVERED, STATION MARK, AND AZIMUTH MARK WERE FOUND
 BL2250'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  BOTH REFERENCE
 BL2250'MARKS HAVE BEEN DESTROYED IN 1940 WHEN THE STREETS WERE
 BL2250'WIDENED AND THE LIBRARY WAS BUILT.  THE ORIGINAL DESCRIPTION
 BL2250'TO REACH THE STATION IS GOOD.
 BL2250
 BL2250                          STATION RECOVERY (1999)
 BL2250
 BL2250'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0984 ***********************************************************************
 EM0984  DESIGNATION -  PRAIRIE
 EM0984  PID         -  EM0984
 EM0984  STATE/COUNTY-  TX/HARDEMAN
 EM0984  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0984
 EM0984                         *CURRENT SURVEY CONTROL
 EM0984  ___________________________________________________________________
 EM0984* NAD 83(1993)-  34 09 08.45313(N)    099 31 33.88200(W)     ADJUSTED  
 EM0984* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 EM0984  ___________________________________________________________________
 EM0984  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 EM0984  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 EM0984
 EM0984  HORZ ORDER  -  SECOND
 EM0984
 EM0984.The horizontal coordinates were established by classical geodetic methods
 EM0984.and adjusted by the National Geodetic Survey in February 1996..
 EM0984
 EM0984.The orthometric height was scaled from a topographic map.
 EM0984
 EM0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0984
 EM0984.The geoid height was determined by GEOID03.
 EM0984
 EM0984;                    North         East     Units Scale Factor Converg.
 EM0984;SPC TXNC     - 2,276,118.670   505,371.641   MT  1.00005708   -0 33 34.6
 EM0984;SPC TXNC     - 7,467,566.00  1,658,040.13   sFT  1.00005708   -0 33 34.6
 EM0984;UTM  14      - 3,779,173.232   451,504.455   MT  0.99962899   -0 17 43.2
 EM0984
 EM0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0984!SPC TXNC     -   0.99993242  x   1.00005708  =   0.99998949
 EM0984!UTM  14      -   0.99993242  x   0.99962899  =   0.99956143
 EM0984
 EM0984:                Primary Azimuth Mark                     Grid Az
 EM0984:SPC TXNC     -  PRAIRIE AZ MK                            068 54 20.2
 EM0984:UTM  14      -  PRAIRIE AZ MK                            068 38 28.8
 EM0984
 EM0984|---------------------------------------------------------------------|
 EM0984| PID    Reference Object                     Distance      Geod. Az  |
 EM0984|                                                           dddmmss.s |
 EM0984| CX7980 PRAIRIE AZ MK                                      0682045.6 |
 EM0984| CX7981 PRAIRIE RM 1                         17.143 METERS 23654     |
 EM0984| CX7982 PRAIRIE RM 2                         20.620 METERS 30834     |
 EM0984|---------------------------------------------------------------------|
 EM0984
 EM0984                          SUPERSEDED SURVEY CONTROL
 EM0984
 EM0984  NAD 83(1993)-  34 09 08.45343(N)    099 31 33.88191(W) AD(       ) 2
 EM0984  NAD 83(1986)-  34 09 08.45999(N)    099 31 33.87236(W) AD(       ) 2
 EM0984  NAD 27      -  34 09 08.15653(N)    099 31 32.55145(W) AD(       ) 2
 EM0984
 EM0984.Superseded values are not recommended for survey control.
 EM0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0984.See file dsdata.txt to determine how the superseded data were derived.
 EM0984
 EM0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5150479173(NAD 83)
 EM0984_MARKER: DS = TRIANGULATION STATION DISK
 EM0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0984
 EM0984  HISTORY     - Date     Condition        Report By
 EM0984  HISTORY     - 1969     MONUMENTED       CGS
 EM0984
 EM0984                          STATION DESCRIPTION
 EM0984
 EM0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0984'NO MEASUREMENT BETWEEN THE R.M.S, DUE TO A POWER LINE POLE ON LINE.
 EM0984'
 EM0984'THE STATION IS LOCATED ABOUT 14 MILES WEST OF VERNON, 7 MILES SOUTH
 EM0984'OF CHILLICOTHE, 5 MILES NORTH OF THE FOARD-HARDEMAN COUNTY LINE,
 EM0984'4-1/2 MILES SOUTHEAST OF MEDICINE MOUND AND ON PROPERTY OWNED BY
 EM0984'THE BELLS ESTATE.
 EM0984'
 EM0984'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 EM0984'ROAD 925, WHICH IS ABOUT 4 MILES NORTHWEST OF VERNON, GO
 EM0984'WEST-SOUTHWEST ON FARM ROAD 925 FOR 6.7 MILES TO THE JUNCTION OF
 EM0984'FARM ROAD 392 (FARM ROAD 925 TURNS RIGHT AT THIS POINT) IN THE
 EM0984'VILLAGE OF FARMERS VALLEY.  CONTINUE AHEAD WEST-SOUTHWEST ON FARM
 EM0984'ROAD 392 FOR 3.05 MILES TO THE JUNCTION OF FARM ROAD 1167.  (FARM
 EM0984'ROAD 392 TURNS RIGHT AT THIS POINT).  CONTINUE AHEAD
 EM0984'WEST-SOUTHWEST ON FARM ROAD 1167 FOR 0.85 MILE TO THE AZIMUTH MARK ON
 EM0984'THE RIGHT.  CONTINUE AHEAD WEST-SOUTHWEST ON FARM ROAD 1167
 EM0984'FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT, PASS THROUGH
 EM0984'THE GATE AND GO SOUTH-SOUTHEAST ON THE DRIVEWAY FOR 0.05 MILE TO THE
 EM0984'STATION ON THE LEFT.
 EM0984'
 EM0984'THE STATION MARK IS A STANDARD DISK STAMPED PRAIRIE 1969, SET IN THE
 EM0984'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 EM0984'BELOW THE GROUND SURFACE.  IT IS 97 FEET EAST-SOUTHEAST OF THE
 EM0984'SOUTHEAST CORNE OF AN ABANDONED HOUSE, 56 FEET EAST-SOUTHEAST OF A
 EM0984'POWER LINE POLE, 52 FEET NORTHEAST OF THE SOUTHEAST LEG OF A
 EM0984'WINDMILL AND 19 FEET NORTH OF THE NORTHWEST CORNER OF A WOODEN SHED.
 EM0984'
 EM0984'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PRAIRIE NO 1 1969, SET
 EM0984'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 EM0984'GROUND.  IT IS 48 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 EM0984'THE SHED, 13.3 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EM0984'CONCRETE BASE OF A WATER STORAGE TANK AND 6.6 FEET
 EM0984'SOUTH-SOUTHEAST OF THE CENTER OF THE WINDMILL.
 EM0984'
 EM0984'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PRAIRIE NO 2 1969, SET
 EM0984'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0984'1 INCH ABOVE THE GROUND.  IT IS 36 FEET EAST OF THE SOUTHEAST
 EM0984'CORNER OF THE HOUSE, 20 FEET NORTH OF THE POWER LINE POLE AND 8
 EM0984'FEET EAST OF A 12-INCH CEDAR TREE.
 EM0984'
 EM0984'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PRAIRIE 1969, SET IN THE
 EM0984'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 EM0984'INCHES ABOVE THE GROUND.  IT IS 49 FEET NORTH-NORTHWEST OF THE CENTER
 EM0984'OF FARM ROAD 1167, 38 FEET NORTH OF MR. R.D. HOLCOMBS MAIL BOX,
 EM0984'2.6 FEET SOUTH OF A TELEPHONE POLE AND 0.6 OF A FOOT SOUTH OF A
 EM0984'WIRE FENCE.
 EM0984'
 EM0984'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2785 ***********************************************************************
 CS2785  DESIGNATION -  PRAIRIE
 CS2785  PID         -  CS2785
 CS2785  STATE/COUNTY-  TX/DALLAS
 CS2785  USGS QUAD   -  HUTCHINS (1973)
 CS2785
 CS2785                         *CURRENT SURVEY CONTROL
 CS2785  ___________________________________________________________________
 CS2785* NAD 83(1993)-  32 39 23.18498(N)    096 40 31.64635(W)     ADJUSTED  
 CS2785* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 CS2785  ___________________________________________________________________
 CS2785  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 CS2785  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CS2785
 CS2785  HORZ ORDER  -  SECOND
 CS2785
 CS2785.The horizontal coordinates were established by classical geodetic methods
 CS2785.and adjusted by the National Geodetic Survey in February 1996..
 CS2785
 CS2785.The orthometric height was scaled from a topographic map.
 CS2785
 CS2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2785
 CS2785.The geoid height was determined by GEOID03.
 CS2785
 CS2785;                    North         East     Units Scale Factor Converg.
 CS2785;SPC TXNC     - 2,111,242.349   771,140.777   MT  0.99989626   +0 59 42.3
 CS2785;SPC TXNC     - 6,926,634.27  2,529,984.37   sFT  0.99989626   +0 59 42.3
 CS2785;UTM  14      - 3,615,588.095   718,011.943   MT  1.00018611   +1 15 17.3
 CS2785
 CS2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2785!SPC TXNC     -   0.99998495  x   0.99989626  =   0.99988121
 CS2785!UTM  14      -   0.99998495  x   1.00018611  =   1.00017106
 CS2785
 CS2785:                Primary Azimuth Mark                     Grid Az
 CS2785:SPC TXNC     -  RYLIE                                    018 16 09.9
 CS2785:UTM  14      -  RYLIE                                    018 00 34.9
 CS2785
 CS2785|---------------------------------------------------------------------|
 CS2785| PID    Reference Object                     Distance      Geod. Az  |
 CS2785|                                                           dddmmss.s |
 CS2785| CS1449 RYLIE                               APPROX. 5.3 KM 0191552.2 |
 CS2785| CY2899 PRAIRIE RM 1                         27.212 METERS 05049     |
 CS2785| CY2900 PRAIRIE RM 2                         34.409 METERS 14209     |
 CS2785| CS1468 Z 961                                              2154742.7 |
 CS2785| CS2788 117                                 274.493 METERS 25743     |
 CS2785| CS2790 HUTCHINS DALLAS CONVAL HOME TK      APPROX. 4.4 KM 2730211.7 |
 CS2785|---------------------------------------------------------------------|
 CS2785
 CS2785                          SUPERSEDED SURVEY CONTROL
 CS2785
 CS2785  NAD 83(1986)-  32 39 23.19185(N)    096 40 31.62842(W) AD(       ) 2
 CS2785  NAD 27      -  32 39 22.71300(N)    096 40 30.65200(W) AD(       ) 2
 CS2785
 CS2785.Superseded values are not recommended for survey control.
 CS2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2785.See file dsdata.txt to determine how the superseded data were derived.
 CS2785
 CS2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1801215588(NAD 83)
 CS2785_MARKER: DS = TRIANGULATION STATION DISK
 CS2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2785
 CS2785  HISTORY     - Date     Condition        Report By
 CS2785  HISTORY     - 1947     MONUMENTED       CGS
 CS2785  HISTORY     - 1958     GOOD             CGS
 CS2785  HISTORY     - 1960     GOOD             CGS
 CS2785  HISTORY     - 1966     GOOD             CGS
 CS2785
 CS2785                          STATION DESCRIPTION
 CS2785
 CS2785'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2785'THE STATION IS LOCATED 2 MILES EAST-NORTHEAST OF HUTCHINS,
 CS2785'5.5 MILES NORTH-NORTHEAST OF WILMER AND 0.5 MILE NORTHEAST OF THE
 CS2785'BRIDGE OVER THE TRINITY RIVER ALONG STATE ROUTE LOOP 12 ON LAND
 CS2785'OWNED BY MR. D.A. TODD.  IT IS ON A TERRACE 29 FEET SOUTH OF THE
 CS2785'GRAVELED LANE LEADING TO THE HOUSE, 70 FEET SOUTHWEST OF THE
 CS2785'WOODEN GATE LEADING TO THE YARD AND 68 FEET WEST OF A POWER LINE
 CS2785'TRANSFORMER POLE.  IT IS STAMPED PRAIRIE 1947 AND IS FLUSH
 CS2785'WITH THE SURFACE OF THE GROUND.
 CS2785'
 CS2785'REFERENCE MARK NO. 1 IS 30.5 FEET NORTH OF THE NORTH END OF THE
 CS2785'GATE AT THE ENTRANCE TO THE YARD AND 1 FOOT WEST OF THE NORTH-SOUTH
 CS2785'FENCE LINE.  IT IS STAMPED PRAIRIE NO 1 1947 AND IS FLUSH WITH
 CS2785'THE SURFACE OF THE GROUND.
 CS2785'
 CS2785'REFERENCE MARK NO. 2 IS 105 FEET SOUTH OF THE SOUTH END OF THE
 CS2785'GATE AT THE ENTRANCE TO THE YARD, 78 FEET SOUTH OF A POWER LINE
 CS2785'TRANSFORMER POLE AND 6 INCHES WEST OF A NORTH-SOUTH FENCE LINE.
 CS2785'IT IS STAMPED PRAIRIE NO 2 1947 AND IS FLUSH WITH THE SURFACE OF
 CS2785'THE GROUND.
 CS2785'
 CS2785'USC AND GS BM Z 961 1946 (AZIMUTH MARK) IS A STANDARD USC AND GS
 CS2785'BM DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 CS2785'PROJECTS 6 INCHES.  THE DISK IS STAMPED Z 961 1946.  IT IS LOCATED
 CS2785'AT THE NORTHWEST CORNER OF A CULTIVATED FIELD, 8 FEET EAST OF A
 CS2785'FENCE CORNER, 45 FEET SOUTH OF AN EAST-WEST BLACK TOP ROAD, 1
 CS2785'FOOT SOUTH OF AN EAST-WEST FENCE LINE AND 1 FOOT NORTHEAST OF A
 CS2785'4-INCH SQUARE WOODEN WITNESS POST PROJECTING 2.5 FEET.
 CS2785'
 CS2785'U.S.E.D. BM NO. 117 IS A BRONZE CUP-LIKE DISK SET IN THE TOP
 CS2785'OF A 1-FOOT SQUARE CONCRETE BLOCK FLUSH WITH THE SURFACE OF THE
 CS2785'GROUND.  IT IS STAMPED BM NO 117 ELEV 381.475.  IT IS LOCATED IN A
 CS2785'PASTURE ABOUT 42 YARDS EAST OF THE EAST BANK OF THE TRINITY
 CS2785'RIVER AND 20 YARDS SOUTH OF A LARGE DEPRESSION, ON A SLIGHT RISE.
 CS2785'IT IS ABOUT 140 YARDS WEST OF THE CENTER OF THE BLACK TOP ROAD
 CS2785'AND 42 YARDS SOUTH OF AN EAST-WEST ELECTRICALLY CHARGED FENCE.
 CS2785'
 CS2785'TO REACH FROM THE POST OFFICE IN HUTCHINS, GO SOUTH ON U.S. HIGHWAY
 CS2785'75 FOR 0.1 MILE, TURN LEFT ON BLACK TOP ROAD FOR 1.85 MILES TO THE
 CS2785'NORTHEAST END OF THE BRIDGE OVER THE TRINITY RIVER.  CONTINUE FOR
 CS2785'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  FROM
 CS2785'HERE, CONTINUE FOR 0.25 MILE TO A CATTLE GUARD AND GRAVELED LANE
 CS2785'LEADING TO FARM ON THE RIGHT, TURN RIGHT AND GO 0.05 MILE
 CS2785'TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT AS
 CS2785'DESCRIBED.
 CS2785'
 CS2785'AN 87 FOOT SIGNAL AT RYLIE IS VISIBLE AT 37 FEET.
 CS2785'
 CS2785'A 74 SIGNAL AT HICKORY IS VISIBLE AT 50 FEET.
 CS2785'
 CS2785'AN 87 FOOT SIGNAL AT SLOUGH IS VISIBLE AT 50 FEET.
 CS2785'
 CS2785'A 74 FOOT SIGNAL AT WILMER IS VISIBLE AT 50 FEET.
 CS2785'
 CS2785'A 74 FOOT SIGNAL AT NEWTOWN IS VISIBLE AT 37 FEET.
 CS2785'
 CS2785'A 74 FOOT SIGNAL AT HUTCHINS IS VISIBLE AT 37 FEET.
 CS2785'
 CS2785'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2785
 CS2785                          STATION RECOVERY (1958)
 CS2785
 CS2785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2785'THE STATION AND 2 REFERENCE MARKS WERE RECOVERED IN GOOD
 CS2785'CONDITION AS DESCRIBED.  B.M. Z 961 WHICH WAS USED FOR AZIMUTH MARK
 CS2785'WAS NOT FOUND.  THE SITE OF THE MARK IS NOW UNDER THE FILL TO THE
 CS2785'NEW HIGHWAY BRIDGE U.S.E.D.B.M.N.117 WAS NOT RECOVERED.  THE
 CS2785'SITE OF THIS MARK IS IN A PECAN ORCHARD AND IF IN PLACE, IS
 CS2785'RECOVERABLE BY A TRAVERSE FROM THE STATION.
 CS2785
 CS2785                          STATION RECOVERY (1960)
 CS2785
 CS2785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2785'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2785'
 CS2785'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2785
 CS2785                          STATION RECOVERY (1966)
 CS2785
 CS2785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2785'THE STATION MARK, REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED
 CS2785'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 CS2785'FOUND.  THE SITE OF THE MARK IS NOW UNDER A FILL.  A NEW
 CS2785'DESCRIPTION FOLLOW.
 CS2785'
 CS2785'TO REACH STATION FROM POST OFFICE IN HUTCHINS GO SOUTHERLY ON
 CS2785'U.S. HIGHWAY 75 FOR 0.1 MILE TO STOP LIGHT.  TURN LEFT AND GO
 CS2785'NORTHEAST ON BLACK TOP ROAD FOR 2.1 MILES TO THE NORTHEAST END
 CS2785'OF THE TWO CONCRETE BRIDGES.  CONTINUE ON BLACK TOP ROAD FOR
 CS2785'0.25 MILE TO A CATTLE GUARD ON RIGHT.  TURN RIGHT ACROSS CATTLE
 CS2785'GUARD AND GO FOR 0.05 MILE TO STATION ON RIGHT, AT TOP OF HILL.
 CS2785'IT IS 68 FEET WEST OF A POWER LINE POLE WITH A TRANSFORMER, 116
 CS2785'FEET SOUTHWEST OF SOUTH END OF A WHITE WOODEN GATE, 29 FEET
 CS2785'SOUTH OF A LANE LEADING TO THE GATE.
 CS2785'
 CS2785'REFERENCE MARK NO 1, IT IS 68 FEET NORTH OF THE POWER LINE
 CS2785'POLE WITH TRANSFORMER, 57 FEET NORTHWEST OF THE NORTH END OF
 CS2785'THE GATE, 65 FEET SOUTH OF A FENCE CORNER AT A CATTLE GUARD.
 CS2785'
 CS2785'REFERENCE MARK NO 2, IT IS 79 FEET SOUTH OF POWER LINE POLE
 CS2785'WITH TRANSFORMER, 1 FOOT WEST OF A NORTH AND SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3134 ***********************************************************************
 CS3134  DESIGNATION -  PRAIRIE
 CS3134  PID         -  CS3134
 CS3134  STATE/COUNTY-  TX/ERATH
 CS3134  USGS QUAD   -  CAMP BRANCH (1966)
 CS3134
 CS3134                         *CURRENT SURVEY CONTROL
 CS3134  ___________________________________________________________________
 CS3134* NAD 83(1993)-  32 06 25.08556(N)    097 58 08.31397(W)     ADJUSTED  
 CS3134* NAVD 88     -       424.6    (meters)    1393.     (feet)  VERTCON   
 CS3134  ___________________________________________________________________
 CS3134  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CS3134  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CS3134
 CS3134  HORZ ORDER  -  SECOND
 CS3134
 CS3134.The horizontal coordinates were established by classical geodetic methods
 CS3134.and adjusted by the National Geodetic Survey in February 1996..
 CS3134
 CS3134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3134
 CS3134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3134
 CS3134.The geoid height was determined by GEOID03.
 CS3134
 CS3134;                    North         East     Units Scale Factor Converg.
 CS3134;SPC TXNC     - 2,048,953.333   650,119.931   MT  1.00000741   +0 17 22.6
 CS3134;SPC TXNC     - 6,722,274.39  2,132,935.14   sFT  1.00000741   +0 17 22.6
 CS3134;SPC TX C     - 3,272,910.832   923,154.088   MT  1.00006774   +1 13 04.0
 CS3134;SPC TX C     -10,737,874.95  3,028,714.70   sFT  1.00006774   +1 13 04.0
 CS3134;UTM  14      - 3,552,757.623   597,274.787   MT  0.99971669   +0 32 52.9
 CS3134
 CS3134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3134!SPC TXNC     -   0.99993767  x   1.00000741  =   0.99994508
 CS3134!SPC TX C     -   0.99993767  x   1.00006774  =   1.00000541
 CS3134!UTM  14      -   0.99993767  x   0.99971669  =   0.99965438
 CS3134
 CS3134:                Primary Azimuth Mark                     Grid Az
 CS3134:SPC TXNC     -  PRAIRIE AZ MK                            184 23 41.6
 CS3134:SPC TX C     -  PRAIRIE AZ MK                            183 28 00.2
 CS3134:UTM  14      -  PRAIRIE AZ MK                            184 08 11.3
 CS3134
 CS3134|---------------------------------------------------------------------|
 CS3134| PID    Reference Object                     Distance      Geod. Az  |
 CS3134|                                                           dddmmss.s |
 CS3134| CY2896 PRAIRIE AZ MK                                      1844104.2 |
 CS3134| CY2897 PRAIRIE RM 1                         22.040 METERS 23559     |
 CS3134| CT1003 STEPHENVILLE TARLETON COLL TK       APPROX.26.4 KM 2971209.5 |
 CS3134| CT1005 STEPENVILLE CITY WATER TANK         APPROX.25.9 KM 2992839.0 |
 CS3134| CY2898 PRAIRIE RM 2                         22.618 METERS 34310     |
 CS3134|---------------------------------------------------------------------|
 CS3134
 CS3134                          SUPERSEDED SURVEY CONTROL
 CS3134
 CS3134  NAD 83(1986)-  32 06 25.09074(N)    097 58 08.29470(W) AD(       ) 2
 CS3134  NAD 27      -  32 06 24.57000(N)    097 58 07.17500(W) AD(       ) 2
 CS3134  NGVD 29 (07/28/98)  424.5    (m)         1393.     (f) VERT ANG       
 CS3134
 CS3134.Superseded values are not recommended for survey control.
 CS3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3134.See file dsdata.txt to determine how the superseded data were derived.
 CS3134
 CS3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA9727552758(NAD 83)
 CS3134_MARKER: DS = TRIANGULATION STATION DISK
 CS3134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS3134_PROJECTION: FLUSH
 CS3134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3134+STABILITY: SURFACE MOTION
 CS3134
 CS3134  HISTORY     - Date     Condition        Report By
 CS3134  HISTORY     - 1944     MONUMENTED       CGS
 CS3134  HISTORY     - 1954     GOOD             CGS
 CS3134  HISTORY     - 1960     GOOD             CGS
 CS3134  HISTORY     - 1961     GOOD             USGS
 CS3134
 CS3134                          STATION DESCRIPTION
 CS3134
 CS3134'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3134'STATION IS LOCATED ON TOP OF THE MOUNTAIN, ABOUT 4 MILES
 CS3134'SW OF THE VILLAGE OF CHALK MOUNTAIN, AND ABOUT 1 MILE W
 CS3134'OF STATE HIGHWAY 220.  THE MARK IS SET IN ABOUT THE CENTER
 CS3134'OF THE WOODED PART OF THE HILL, 50 YARDS E OF THE E SIDE OF
 CS3134'THE FIELD, AND 76.2 FEET E OF A TRIANGULAR-BLAZED 8-INCH
 CS3134'LIVE OAK TREE.  IT PROJECTS ABOUT 5 INCHES.
 CS3134'
 CS3134'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3134'DISKS SET IN CONCRETE.
 CS3134'
 CS3134'REFERENCE MARK 1 IS SW OF THE STATION, 12 FEET N OF A BLAZED
 CS3134'LIVE OAK TREE, AND ABOUT 30 YARDS E OF THE E EDGE OF THE
 CS3134'FIELD.  IT PROJECTS ABOUT 8 INCHES.
 CS3134'
 CS3134'REFERENCE MARK 2 IS W OF THE STATION, 45 YARDS E OF THE EDGE
 CS3134'OF THE FIELD.  IT PROJECTS ABOUT 5 INCHES.
 CS3134'
 CS3134'AZIMUTH MARK IS ABOUT 1.4 MILES S OF THE STATION, ON THE E
 CS3134'SIDE OF STATE HIGHWAY 220.  IT IS SET 1 FOOT W OF THE E ROAD
 CS3134'FENCE, 24 PACES S OF THE CENTER LINE OF THE ROAD, ABOUT
 CS3134'100 YARDS S OF A GATE ON THE E SIDE OF THE ROAD, AND 0.25
 CS3134'MILE S OF FARMHOUSE ON THE W SIDE OF THE ROAD.  IT PROJECTS
 CS3134'ABOUT 4 INCHES.
 CS3134'
 CS3134'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CS3134'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CS3134'
 CS3134'TO REACH THE STATION FROM THE VILLAGE OF CHALK MOUNTAIN
 CS3134'(13.1 MILES SW OF GLEN ROSE) GO SW ON U.S. HIGHWAY 67 FOR
 CS3134'0.6 MILE TO THE JUNCTION OF STATE HIGHWAY 220.  TURN LEFT
 CS3134'ON HIGHWAY 220 AND GO 2.8 MILES TO BOARD GATE ON THE RIGHT
 CS3134'(CONTINUE STRAIGHT AHEAD FOR 2.5 MILES TO THE AZIMUTH MARK
 CS3134'ON THE E SIDE OF THE ROAD).  TURN RIGHT THROUGH THE GATE
 CS3134'AND GO 0.2 MILE TO A WHITE HOUSE.  TURN LEFT IN FRONT OF
 CS3134'THE HOUSE AND FOLLOW TRACK ROAD 0.5 MILE TO BOARD GATE.
 CS3134'PASS THROUGH THE GATE AND CONTINUE 0.3 MILE TO A WINDMILL
 CS3134'AND TWO GOAT SHEDS.  TURN RIGHT THROUGH GATE BY THE SHED
 CS3134'AND PASS BETWEEN THE SHED AND WINDMILL AND GO 0.05 MILE
 CS3134'TO BLADED ROAD.  BEAR LEFT AND FOLLOW MAIN ROAD FOR 0.9
 CS3134'MILE TO THE EDGE OF THE FIELD AT THE TOP OF THE RIDGE.
 CS3134'CONTINUE 0.2 MILE TO THE HIGHEST PART OF THE HILL AND THE
 CS3134'STATION.
 CS3134'
 CS3134'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CS3134
 CS3134                          STATION RECOVERY (1954)
 CS3134
 CS3134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS3134'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION IN
 CS3134'ERATH COUNTY AND NOT IN HOOD COUNTY AS DESCRIBED.  A REVISED
 CS3134'ROUTE TO THE STATION IS AS FOLLOWS--
 CS3134'
 CS3134'GO W FROM CHALK MOUNTAIN ON THE MAIN HIGHWAY FOR 0.6 MI.
 CS3134'THEN TAKE THE LEFT FORK SW (HIGHWAY 220) AND GO 3.0 MI. TO
 CS3134'THE GATE AND OLD CATTLE GUARD ON THE RIGHT.  THE GATE HAS
 CS3134'A SIGN HENRY SMITH RED TOP RANCH.  TURN RIGHT AND GO 0.1 MI.
 CS3134'TO THE RANCHHOUSE.  BEAR TO THE LEFT AND GO SW ON RANCH
 CS3134'ROAD FOR 0.4 MI. TO A GATE.  TURN LEFT BEYOND THE GATE, GO
 CS3134'ABOUT 100 YD. AND THEN FOLLOW THE MAIN TRAIL ROAD SW FOR
 CS3134'0.3 MI. TO A WELL, CORRALS, AND SHEDS.  PASS TO THE LEFT
 CS3134'OF THE CORRALS, AND AGAIN FOLLOW THE MAIN TRAIL ROAD THROUGH
 CS3134'THE PASTURE FOR 0.8 MI. TO A FORK.  THE STATION IS STRAIGHT
 CS3134'AHEAD ABOUT 300 YD. AND BETWEEN THE TWO ROADS.  FOLLOW
 CS3134'EITHER ROAD FOR 0.2 MI. TO THE TOP AND THE STATION.
 CS3134'
 CS3134'TO REACH THE AZIMUTH MARK CONTINUE S ON THE HIGHWAY FROM THE
 CS3134'RANCH GATE FOR 2.0 MI. TO A POINT ABOUT 1/4 MI. SW OF THE FIRST
 CS3134'HOUSE ON THE RIGHT.  THE MARK IS IN THE E FENCE ABOUT 100
 CS3134'YD. SW OF AN IRON GATE AND A CLUMP OF TREES AS DESCRIBED.
 CS3134
 CS3134                          STATION RECOVERY (1960)
 CS3134
 CS3134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 CS3134'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3134'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS3134'TO STATION SITE ARE CORRECT.
 CS3134
 CS3134                          STATION RECOVERY (1961)
 CS3134
 CS3134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS3134'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32097-3, STATION 1023.
 CS3134'RECOVERED BY USGS IN 1961.  ALL MARKS AT STATION SITE ARE IN GOOD
 CS3134'CONDITION.
 CS3134'STATION MARK--STANDARD USC AND GS TABLET SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1381 ***********************************************************************
 DN1381  DESIGNATION -  PRAIRIE
 DN1381  PID         -  DN1381
 DN1381  STATE/COUNTY-  TX/MONTAGUE
 DN1381  USGS QUAD   -  PRAIRIE VALLEY SCHOOL (1968)
 DN1381
 DN1381                         *CURRENT SURVEY CONTROL
 DN1381  ___________________________________________________________________
 DN1381* NAD 83(1993)-  33 53 33.61500(N)    097 42 06.33408(W)     ADJUSTED  
 DN1381* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 DN1381  ___________________________________________________________________
 DN1381  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 DN1381  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DN1381
 DN1381  HORZ ORDER  -  FIRST
 DN1381
 DN1381.The horizontal coordinates were established by classical geodetic methods
 DN1381.and adjusted by the National Geodetic Survey in February 1996..
 DN1381
 DN1381.The orthometric height was scaled from a topographic map.
 DN1381
 DN1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1381
 DN1381.The geoid height was determined by GEOID03.
 DN1381
 DN1381;                    North         East     Units Scale Factor Converg.
 DN1381;SPC TXNC     - 2,247,132.445   673,835.728   MT  0.99998020   +0 26 07.3
 DN1381;SPC TXNC     - 7,372,467.03  2,210,742.72   sFT  0.99998020   +0 26 07.3
 DN1381;UTM  14      - 3,751,014.111   620,044.189   MT  0.99977765   +0 43 26.5
 DN1381
 DN1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1381!SPC TXNC     -   0.99995855  x   0.99998020  =   0.99993875
 DN1381!UTM  14      -   0.99995855  x   0.99977765  =   0.99973621
 DN1381
 DN1381|---------------------------------------------------------------------|
 DN1381| PID    Reference Object                     Distance      Geod. Az  |
 DN1381|                                                           dddmmss.s |
 DN1381| CY2902 PRAIRIE RM 1                         39.358 METERS 13053     |
 DN1381| EL0959 RYAN MUNICIPAL TANK                 APPROX.27.2 KM 3025155.9 |
 DN1381| CY2901 PRAIRIE AZ MK                                      3165556.7 |
 DN1381| CY2903 PRAIRIE RM 2                         14.893 METERS 33128     |
 DN1381|---------------------------------------------------------------------|
 DN1381
 DN1381                          SUPERSEDED SURVEY CONTROL
 DN1381
 DN1381  NAD 83(1993)-  33 53 33.61533(N)    097 42 06.33386(W) AD(       ) 1
 DN1381  NAD 83(1986)-  33 53 33.61882(N)    097 42 06.32305(W) AD(       ) 1
 DN1381  NAD 27      -  33 53 33.25660(N)    097 42 05.22330(W) AD(       ) 1
 DN1381
 DN1381.Superseded values are not recommended for survey control.
 DN1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1381.See file dsdata.txt to determine how the superseded data were derived.
 DN1381
 DN1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2004451014(NAD 83)
 DN1381_MARKER: DS = TRIANGULATION STATION DISK
 DN1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1381
 DN1381  HISTORY     - Date     Condition        Report By
 DN1381  HISTORY     - 1955     MONUMENTED       CGS
 DN1381  HISTORY     - 1969     MARK NOT FOUND   USAF
 DN1381  HISTORY     - 19980214 GOOD             USPSQD
 DN1381
 DN1381                          STATION DESCRIPTION
 DN1381
 DN1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1381'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH-NORTHEAST OF NOCONA,
 DN1381'5.0 MILES SOUTH OF THE RED RIVER AND 1.2 MILES EAST OF THE PRAIRIE
 DN1381'VIEW SCHOOL ON THE HIGHEST PART OF A PROMINENT GRASS COVERED
 DN1381'HILL, 7 FEET NORTH OF A WITNESS POST.  IT IS STAMPED PRAIRIE
 DN1381'1955 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1381'
 DN1381'REFERENCE MARK NO. 1 IS 1 FOOT NORTHWEST OF A 3 INCH IRON PIPE
 DN1381'THAT PROJECTS 2 FEET AND IS ON THE SAME ELEVATION AS THE
 DN1381'STATION.  IT IS STAMPED PRAIRIE NO 1 1955 AND IS FLUSH WITH
 DN1381'THE GROUND SURFACE.
 DN1381'
 DN1381'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A 3 INCH IRON PIPE
 DN1381'THAT PROJECTS 2 FEET AND IS ON THE SAME ELEVATION AS THE STATION.
 DN1381'IT IS STAMPED PRAIRIE NO 2 1955 AND IS FLUSH WITH THE GROUND
 DN1381'SURFACE.
 DN1381'
 DN1381'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A PASTURE, 18 FEET
 DN1381'SOUTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET EAST OF A WITNESS
 DN1381'POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 DN1381'PRAIRIE 1955 AND PROJECTS 2 INCHES.
 DN1381'
 DN1381'TO REACH THE STATION FROM THE POST OFFICE IN NOCONA, GO NORTH
 DN1381'ON FARM ROAD 103 FOR 7.2 MILES TO A T ROAD RIGHT JUST AFTER
 DN1381'PASSING THE PRAIRIE VIEW SCHOOL ON THE LEFT, TURN RIGHT AND GO
 DN1381'EAST ON GRAVELED ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 DN1381'RIGHT AS DESCRIBED.  CONTINUE EAST FOR 0.1 MILE TO A METAL
 DN1381'GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO
 DN1381'SOUTH-SOUTHEAST ACROSS PASTURE FOR 0.2 MILE TO THE HIGHEST PART
 DN1381'OF HILL AND STATION AS DESCRIBED.
 DN1381
 DN1381                          STATION RECOVERY (1969)
 DN1381
 DN1381'RECOVERY NOTE BY US AIR FORCE 1969 (UNK)
 DN1381'MARK NOT FOUND.
 DN1381
 DN1381                          STATION RECOVERY (1998)
 DN1381
 DN1381'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1803 ***********************************************************************
 BL1803  DESIGNATION -  PRAIRIE AZ MK
 BL1803  PID         -  BL1803
 BL1803  STATE/COUNTY-  TX/WALKER
 BL1803  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1803
 BL1803                         *CURRENT SURVEY CONTROL
 BL1803  ___________________________________________________________________
 BL1803* NAD 83(1986)-  30 50 29.     (N)    095 31 10.     (W)     SCALED    
 BL1803* NAVD 88     -        71.10   (+/-2cm)     233.3    (feet)  VERTCON   
 BL1803  ___________________________________________________________________
 BL1803  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BL1803
 BL1803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1803
 BL1803.The horizontal coordinates were scaled from a topographic map and have
 BL1803.an estimated accuracy of +/- 6 seconds.
 BL1803
 BL1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1803.The vertical order pertains to the NGVD 29 superseded value.
 BL1803
 BL1803.The geoid height was determined by GEOID03.
 BL1803
 BL1803;                    North         East    Units  Estimated Accuracy
 BL1803;SPC TX C     - 3,140,190.    1,160,310.      MT  (+/- 180 meters Scaled)
 BL1803
 BL1803                          SUPERSEDED SURVEY CONTROL
 BL1803
 BL1803  NGVD 29 (??/??/92)   71.108  (m)          233.29   (f) ADJ UNCH    2 0
 BL1803
 BL1803.Superseded values are not recommended for survey control.
 BL1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1803.See file dsdata.txt to determine how the superseded data were derived.
 BL1803
 BL1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ590147(NAD 83)
 BL1803_MARKER: DZ = AZIMUTH MARK DISK
 BL1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1803_STAMPING: PRAIRIE 1943
 BL1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1803+STABILITY: SURFACE MOTION
 BL1803
 BL1803  HISTORY     - Date     Condition        Report By
 BL1803  HISTORY     - 1943     MONUMENTED       CGS
 BL1803  HISTORY     - 1947     GOOD             NGS
 BL1803  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1803
 BL1803                          STATION DESCRIPTION
 BL1803
 BL1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1803'8.3 MI W FROM RIVERSIDE.
 BL1803'8.3 MILES WEST ALONG A GRAVEL ROAD FROM THE RIVERSIDE HIGH SCHOOL AT
 BL1803'RIVERSIDE, ON THE OUTSIDE OF A CURVE AND AT THE JUNCTION OF A DIRT
 BL1803'ROAD LEADING NORTH, 39.0 FEET NORTHWEST OF THE CENTER OF THE MAIN
 BL1803'ROAD, 26.0 FEET WEST OF THE CENTER OF THE ROAD LEADING NORTH, 25.5
 BL1803'FEET NORTH OF A FENCE CORNER POST, 1.5 FOOT SOUTH OF A REFERENCE POST,
 BL1803'0.7 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, A BRONZE AZIMUTH MARK
 BL1803'DISK SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BL1803'PROJECTING 0.1 FOOT.  NOTE-- TO REACH THIS AZIMUTH MARK FROM THE HIGH
 BL1803'SCHOOL AT HUNTSVILLE, PROCEED 1.8 MILE NORTH ALONG A FARM TO MARKET
 BL1803'ROAD, THENCE 6.45 MILES NORTH ALONG A GRAVEL AND DIRT ROAD TO THE
 BL1803'AZIMUTH MARK.
 BL1803
 BL1803                          STATION RECOVERY (1996)
 BL1803
 BL1803'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5359 ***********************************************************************
 AH5359  DESIGNATION -  PRAIRIE ET
 AH5359  PID         -  AH5359
 AH5359  STATE/COUNTY-  TX/LIMESTONE
 AH5359  USGS QUAD   -  TEAGUE SOUTH (1982)
 AH5359
 AH5359                         *CURRENT SURVEY CONTROL
 AH5359  ___________________________________________________________________
 AH5359* NAD 83(1993)-  31 30 35.89174(N)    096 22 12.34075(W)     ADJUSTED  
 AH5359* NAVD 88     -       137.6    (meters)     451.     (feet)  VERTCON   
 AH5359  ___________________________________________________________________
 AH5359  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AH5359  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH5359
 AH5359  HORZ ORDER  -  THIRD
 AH5359
 AH5359.The horizontal coordinates were established by classical geodetic methods
 AH5359.and adjusted by the National Geodetic Survey in July 1998..
 AH5359
 AH5359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5359
 AH5359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5359
 AH5359.The geoid height was determined by GEOID03.
 AH5359
 AH5359;                    North         East     Units Scale Factor Converg.
 AH5359;SPC TX C     - 3,211,048.194 1,076,367.547   MT  0.99992101   +2 02 28.7
 AH5359;SPC TX C     -10,534,913.95  3,531,382.53   sFT  0.99992101   +2 02 28.7
 AH5359;UTM  14      - 3,489,118.806   749,760.756   MT  1.00036946   +1 22 30.8
 AH5359
 AH5359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5359!SPC TX C     -   0.99998238  x   0.99992101  =   0.99990339
 AH5359!UTM  14      -   0.99998238  x   1.00036946  =   1.00035183
 AH5359
 AH5359                          SUPERSEDED SURVEY CONTROL
 AH5359
 AH5359  NGVD 29 (07/28/98)  137.6    (m)          451.     (f) VERT ANG       
 AH5359
 AH5359.Superseded values are not recommended for survey control.
 AH5359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5359.See file dsdata.txt to determine how the superseded data were derived.
 AH5359
 AH5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV4976189119(NAD 83)
 AH5359_MARKER: DS = TRIANGULATION STATION DISK
 AH5359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5359_PROJECTION: FLUSH
 AH5359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5359+STABILITY: SURFACE MOTION
 AH5359
 AH5359  HISTORY     - Date     Condition        Report By
 AH5359  HISTORY     - 1966     MONUMENTED       USGS
 AH5359
 AH5359                          STATION DESCRIPTION
 AH5359
 AH5359'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH5359'LOCATED IN LIMESTONE COUNTY, TEXAS, ABOUT 10 MI. E. OF GROESBECK AND
 AH5359'14 MI. SE. OF MEXIA ON THE N. SIDE OF STATE HIGHWAY 164.  STATION IS
 AH5359'83 FT. W. OF W. EDGE OF GREENHOUSE, 43 FT. S. OF RIGHT-OF-WAY FENCE,
 AH5359'19 FT. N. OF HIGHWAY AND 28 FT. S. OF A SMALL HICKORY TREE.
 AH5359'TO REACH FROM THE GROESBECK POST OFFICE, GO S. 2 BLOCKS AND THEN E. ON
 AH5359'HIGHWAY 164 FOR 9.9 MI. TO GREENHOUSE ON THE RIGHT AND THE STATION ON
 AH5359'THE LEFT.
 AH5359'STATION MARK--STANDARD USGS BRONZE TABLET IN CONCRETE POST 10 IN.
 AH5359'BELOW SURFACE, STAMPED---PRAIRIE ET 1966---.
 AH5359'REFERENCE MARK NO. 1--COPPERWELD ROD 61 FT. N. OF HIGHWAY AND 1 FT. S.
 AH5359'OF RIGHT-OF-WAY FENCE AT 10TH FENCE POST W. OF T-FENCE NE., 53.97 FT.
 AH5359'NW. OF STATION IN DIRECTION OF 141 DEGREES 11 MINUTES 54 SECONDS.
 AH5359'STAMPED---PRAIRIE ET NO. 1 1966---.
 AH5359'REFERENCE MARK NO. 2--COPPERWELD ROD 61 FT. N. OF HIGHWAY AND 1 FT. S.
 AH5359'OF RIGHT-OF-WAY FENCE AT T-FENCE NE., 81.15 FT. NE. OF STATION IN
 AH5359'DIRECT. OF 239 DEGREES 22 MINUTES 43 SECONDS.  STAMPED---PRAIRIE ET
 AH5359'NO. 2 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1008 ***********************************************************************
 BM1008  DESIGNATION -  PRAIRIE HILL
 BM1008  PID         -  BM1008
 BM1008  STATE/COUNTY-  TX/WASHINGTON
 BM1008  USGS QUAD   -  GAY HILL (1988)
 BM1008
 BM1008                         *CURRENT SURVEY CONTROL
 BM1008  ___________________________________________________________________
 BM1008* NAD 83(1993)-  30 15 06.21293(N)    096 23 01.31666(W)     ADJUSTED  
 BM1008* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 BM1008  ___________________________________________________________________
 BM1008  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BM1008  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BM1008
 BM1008  HORZ ORDER  -  THIRD
 BM1008
 BM1008.The horizontal coordinates were established by classical geodetic methods
 BM1008.and adjusted by the National Geodetic Survey in February 1996..
 BM1008
 BM1008.The orthometric height was scaled from a topographic map.
 BM1008
 BM1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1008
 BM1008.The geoid height was determined by GEOID03.
 BM1008
 BM1008;                    North         East     Units Scale Factor Converg.
 BM1008;SPC TX C     - 3,071,605.254 1,080,027.541   MT  0.99996669   +2 02 03.5
 BM1008;SPC TX C     -10,077,424.90  3,543,390.36   sFT  0.99996669   +2 02 03.5
 BM1008;SPC TXSC     - 4,270,849.168   851,774.347   MT  0.99999102   +1 16 54.3
 BM1008;SPC TXSC     -14,011,944.31  2,794,529.67   sFT  0.99999102   +1 16 54.3
 BM1008;UTM  14      - 3,349,576.064   751,740.281   MT  1.00038191   +1 19 07.6
 BM1008
 BM1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1008!SPC TX C     -   0.99998585  x   0.99996669  =   0.99995254
 BM1008!SPC TXSC     -   0.99998585  x   0.99999102  =   0.99997687
 BM1008!UTM  14      -   0.99998585  x   1.00038191  =   1.00036776
 BM1008
 BM1008|---------------------------------------------------------------------|
 BM1008| PID    Reference Object                     Distance      Geod. Az  |
 BM1008|                                                           dddmmss.s |
 BM1008| CV9089 PRAIRIE HILL RM 1                    20.474 METERS 09057     |
 BM1008| BM1001 PRAIRIE HILL ST JOHNS LUTH CH       APPROX. 0.6 KM 1141416.6 |
 BM1008| CV9090 PRAIRIE HILL RM 2                    16.038 METERS 27039     |
 BM1008| CV9088 PRAIRIE HILL AZ MK                                 3053155.6 |
 BM1008|---------------------------------------------------------------------|
 BM1008
 BM1008                          SUPERSEDED SURVEY CONTROL
 BM1008
 BM1008  NAD 83(1986)-  30 15 06.22823(N)    096 23 01.29967(W) AD(       ) 3
 BM1008  NAD 27      -  30 15 05.46300(N)    096 23 00.42500(W) AD(       ) 3
 BM1008
 BM1008.Superseded values are not recommended for survey control.
 BM1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1008.See file dsdata.txt to determine how the superseded data were derived.
 BM1008
 BM1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5174049576(NAD 83)
 BM1008_MARKER: DS = TRIANGULATION STATION DISK
 BM1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1008
 BM1008  HISTORY     - Date     Condition        Report By
 BM1008  HISTORY     - 1954     MONUMENTED       CGS
 BM1008  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1008  HISTORY     - 19991010 MARK NOT FOUND   USPSQD
 BM1008
 BM1008                          STATION DESCRIPTION
 BM1008
 BM1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1008'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF BRENHAM, ABOUT
 BM1008'1.5 MILES WEST OF FARM ROAD 50 AND ABOUT 0.5 MILE WEST OF
 BM1008'PRAIRIE HILL.
 BM1008'
 BM1008'TO REACH THE STATION FROM THE ST JOHNS LUTHERAN CHURCH AT
 BM1008'PRAIRIE HILL GO NORTH ON DIRT ROAD IN FRONT OF CHURCH FOR
 BM1008'0.15 MILE TO Y INTERSECTION, TURN LEFT AND GO WEST FOR 0.35
 BM1008'MILE TO STATION ON LEFT AS DESCRIBED, ABOUT 300 FEET BEFORE
 BM1008'REACHING TURN IN ROAD TO RIGHT, FARM LANE AND GATE ON LEFT.
 BM1008'CONTINUE WEST AND NORTHWEST FROM STATION FOR 0.3 MILE TO TURN
 BM1008'IN ROAD LEFT, CATTLE GUARD, FARM LANE TO FRED MARCUS FARM
 BM1008'AND AZIMUTH ON RIGHT AS DESCRIBED.
 BM1008'
 BM1008'STATION MARK IS STANDARD DISK STAMPED PRAIRIE HILL 1954 SET
 BM1008'IN TOP OF SQUARE CONCRETE POST 8 INCHES ABOVE GROUND LEVEL,
 BM1008'333 FEET EAST OF INTERSECTION OF CENTERLINES OF FARM LANE AND
 BM1008'DIRT ROAD, 22 FEET SOUTH OF CENTERLINE OF DIRT ROAD AND 3 FEET
 BM1008'SOUTH OF A WHITE WITNESS POST.
 BM1008'
 BM1008'REFERENCE MARK NO. 1 IS STANDARD DISK STAMPED PRAIRIE HILL
 BM1008'NO 1 1954 SET IN TOP OF SQUARE CONCRETE POST 6 INCHES ABOVE
 BM1008'GROUND LEVEL, 22 FEET SOUTH OF CENTERLINE OF DIRT ROAD.
 BM1008'
 BM1008'REFERENCE MARK NO. 2 IS STANDARD DISK STAMPED PRAIRIE HILL
 BM1008'NO 2 1954 SET IN TOP OF SQUARE CONCRETE POST 8 INCHES ABOVE
 BM1008'GROUND LEVEL, 22 FEET SOUTH OF CENTERLINE OF DIRT ROAD.
 BM1008'
 BM1008'AZIMUTH MARK IS STANDARD DISK STAMPED PRAIRIE HILL 1954 SET
 BM1008'IN TOP OF SQUARE CONCRETE POST 6 INCHES ABOVE GROUND
 BM1008'LEVEL, 34 FEET NORTH OF THE CENTERLINE OF DIRT ROAD AT CURVE
 BM1008'IN ROAD, 19 FEET NORTHWEST OF NORTHWEST CORNER OF A CATTLE
 BM1008'GUARD, 4 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH
 BM1008'OF A FENCE LINE.
 BM1008'
 BM1008'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BM1008
 BM1008                          STATION RECOVERY (1994)
 BM1008
 BM1008'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1008'MARK NOT FOUND.
 BM1008
 BM1008                          STATION RECOVERY (1999)
 BM1008
 BM1008'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1001 ***********************************************************************
 BM1001  DESIGNATION -  PRAIRIE HILL ST JOHNS LUTH CH
 BM1001  PID         -  BM1001
 BM1001  STATE/COUNTY-  TX/WASHINGTON
 BM1001  USGS QUAD   -  BRENHAM (1989)
 BM1001
 BM1001                         *CURRENT SURVEY CONTROL
 BM1001  ___________________________________________________________________
 BM1001* NAD 83(1993)-  30 14 58.47636(N)    096 22 41.52444(W)     ADJUSTED  
 BM1001* NAVD 88     -                                                        
 BM1001  ___________________________________________________________________
 BM1001  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BM1001  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BM1001
 BM1001  HORZ ORDER  -  THIRD
 BM1001
 BM1001.The horizontal coordinates were established by classical geodetic methods
 BM1001.and adjusted by the National Geodetic Survey in February 1996..
 BM1001
 BM1001
 BM1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1001
 BM1001.The geoid height was determined by GEOID03.
 BM1001
 BM1001;                    North         East     Units Scale Factor Converg.
 BM1001;SPC TX C     - 3,071,385.971 1,080,564.780   MT  0.99996718   +2 02 13.7
 BM1001;SPC TX C     -10,076,705.47  3,545,152.95   sFT  0.99996718   +2 02 13.7
 BM1001;SPC TXSC     - 4,270,622.842   852,308.672   MT  0.99999042   +1 17 04.0
 BM1001;SPC TXSC     -14,011,201.77  2,796,282.70   sFT  0.99999042   +1 17 04.0
 BM1001;UTM  14      - 3,349,349.994   752,274.962   MT  1.00038524   +1 19 17.3
 BM1001
 BM1001                          SUPERSEDED SURVEY CONTROL
 BM1001
 BM1001  NAD 83(1986)-  30 14 58.49159(N)    096 22 41.50740(W) AD(       ) 4
 BM1001  NAD 27      -  30 14 57.71900(N)    096 22 40.63000(W) AD(       ) 3
 BM1001
 BM1001.Superseded values are not recommended for survey control.
 BM1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1001.See file dsdata.txt to determine how the superseded data were derived.
 BM1001
 BM1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5227549350(NAD 83)
 BM1001_MARKER: 90 = CHURCH SPIRE
 BM1001
 BM1001  HISTORY     - Date     Condition        Report By
 BM1001  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM1001  HISTORY     - 1954     GOOD             CGS
 BM1001  HISTORY     - 19941105 GOOD             USPSQD
 BM1001  HISTORY     - 19991010 GOOD             USPSQD
 BM1001
 BM1001                          STATION DESCRIPTION
 BM1001
 BM1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1001'THIS STATION IS THE CENTER OF THE SPIRE ON TOP OF THE ST.
 BM1001'JOHNS EVANGELICAL LUTHERAN CHURCH IN PRAIRIE HILL.  IT IS LOCATED
 BM1001'ON THE W SIDE OF THE BRENHAM-INDEPENDENCE ROAD, ABOUT 6 MILES N
 BM1001'OF BRENHAM, AND ABOUT 1 MILE W OF THE NEW INDEPENDENCE ROAD.
 BM1001'THE SPIRE IS ON THE E CENTER OF THE CHURCH.  IT IS OCTAGONAL
 BM1001'IN SHAPE, WITH A METAL ROOF, SURMOUNTED BY A METAL BALL AND
 BM1001'CROSS.  THERE IS A SQUARE BELFRY, WITH A SMALL CROSS ON SPIRE
 BM1001'AT EACH CORNER OF THE BELFRY.  THE BUILDING IS PAINTED WHITE
 BM1001'AND IS VERY PROMINENT.  IT WAS ERECTED IN 1912.
 BM1001
 BM1001                          STATION RECOVERY (1954)
 BM1001
 BM1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1001'STATION RECOVERED AS PREVIOUSLY DESCRIBED.
 BM1001
 BM1001                          STATION RECOVERY (1994)
 BM1001
 BM1001'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1001'RECOVERED IN GOOD CONDITION.
 BM1001
 BM1001                          STATION RECOVERY (1999)
 BM1001
 BM1001'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1805 ***********************************************************************
 BL1805  DESIGNATION -  PRAIRIE RM 1
 BL1805  PID         -  BL1805
 BL1805  STATE/COUNTY-  TX/WALKER
 BL1805  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1805
 BL1805                         *CURRENT SURVEY CONTROL
 BL1805  ___________________________________________________________________
 BL1805* NAD 83(1986)-  30 50 58.     (N)    095 30 34.     (W)     SCALED    
 BL1805* NAVD 88     -        75.67   (+/-2cm)     248.3    (feet)  VERTCON   
 BL1805  ___________________________________________________________________
 BL1805  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BL1805
 BL1805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1805
 BL1805.The horizontal coordinates were scaled from a topographic map and have
 BL1805.an estimated accuracy of +/- 6 seconds.
 BL1805
 BL1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1805.The vertical order pertains to the NGVD 29 superseded value.
 BL1805
 BL1805.The geoid height was determined by GEOID03.
 BL1805
 BL1805;                    North         East    Units  Estimated Accuracy
 BL1805;SPC TX C     - 3,141,120.    1,161,230.      MT  (+/- 180 meters Scaled)
 BL1805
 BL1805                          SUPERSEDED SURVEY CONTROL
 BL1805
 BL1805  NGVD 29 (??/??/92)   75.678  (m)          248.29   (f) ADJ UNCH    2 0
 BL1805
 BL1805.Superseded values are not recommended for survey control.
 BL1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1805.See file dsdata.txt to determine how the superseded data were derived.
 BL1805
 BL1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ600156(NAD 83)
 BL1805_MARKER: DR = REFERENCE MARK DISK
 BL1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1805_STAMPING: PRAIRIE NO 1 1943
 BL1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1805+STABILITY: SURFACE MOTION
 BL1805
 BL1805  HISTORY     - Date     Condition        Report By
 BL1805  HISTORY     - 1943     MONUMENTED       CGS
 BL1805  HISTORY     - 1947     GOOD             NGS
 BL1805  HISTORY     - 1960     POOR             USGS
 BL1805  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1805
 BL1805                          STATION DESCRIPTION
 BL1805
 BL1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1805'7.5 MI W FROM RIVERSIDE.
 BL1805'7.5 MILES WEST ALONG A GRAVEL ROAD FROM THE RIVERSIDE HIGH SCHOOL AT
 BL1805'RIVERSIDE, AT THE TOP OF A LONG SLOPING HILL, DIRECTLY ACROSS THE ROAD
 BL1805'FROM THE NORTHEAST EDGE OF A FARM HOUSE, 28.0 FEET SOUTHEAST OF THE
 BL1805'CENTER OF THE ROAD, 253.2 FEET NORTHEAST OF REFERENCE MARK PRAIRIE NO
 BL1805'2, 184.1 FEET EAST OF AND ACROSS THE ROAD FROM PRAIRIE TRIANGULATION
 BL1805'STATION, A BRONZE REFERENCE MARK SET IN A CONCRETE POST ABOUT THE SAME
 BL1805'ELEVATION AS THE ROAD AND PROJECTING 0.4 FOOT.
 BL1805
 BL1805                          STATION RECOVERY (1960)
 BL1805
 BL1805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1805'MARK RECOVERED IN POOR CONDITION.
 BL1805
 BL1805                          STATION RECOVERY (1996)
 BL1805
 BL1805'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1806 ***********************************************************************
 BL1806  DESIGNATION -  PRAIRIE RM 2
 BL1806  PID         -  BL1806
 BL1806  STATE/COUNTY-  TX/WALKER
 BL1806  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1806
 BL1806                         *CURRENT SURVEY CONTROL
 BL1806  ___________________________________________________________________
 BL1806* NAD 83(1986)-  30 50 57.     (N)    095 30 36.     (W)     SCALED    
 BL1806* NAVD 88     -        76.01   (+/-2cm)     249.4    (feet)  VERTCON   
 BL1806  ___________________________________________________________________
 BL1806  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BL1806
 BL1806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1806
 BL1806.The horizontal coordinates were scaled from a topographic map and have
 BL1806.an estimated accuracy of +/- 6 seconds.
 BL1806
 BL1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1806.The vertical order pertains to the NGVD 29 superseded value.
 BL1806
 BL1806.The geoid height was determined by GEOID03.
 BL1806
 BL1806;                    North         East    Units  Estimated Accuracy
 BL1806;SPC TX C     - 3,141,090.    1,161,180.      MT  (+/- 180 meters Scaled)
 BL1806
 BL1806                          SUPERSEDED SURVEY CONTROL
 BL1806
 BL1806  NGVD 29 (??/??/92)   76.015  (m)          249.39   (f) ADJ UNCH    2 0
 BL1806
 BL1806.Superseded values are not recommended for survey control.
 BL1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1806.See file dsdata.txt to determine how the superseded data were derived.
 BL1806
 BL1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ599155(NAD 83)
 BL1806_MARKER: DR = REFERENCE MARK DISK
 BL1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1806_STAMPING: PRAIRIE NO 2 1943
 BL1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1806+STABILITY: SURFACE MOTION
 BL1806
 BL1806  HISTORY     - Date     Condition        Report By
 BL1806  HISTORY     - 1943     MONUMENTED       CGS
 BL1806  HISTORY     - 1947     GOOD             NGS
 BL1806  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1806
 BL1806                          STATION DESCRIPTION
 BL1806
 BL1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1806'7.5 MI W FROM RIVERSIDE.
 BL1806'7.5 MILES WEST ALONG A GRAVEL ROAD FROM THE RIVERSIDE HIGH SCHOOL AT
 BL1806'RIVERSIDE, AT THE TOP OF A LONG SLOPING HILL, SOUTH OF AND ACROSS THE
 BL1806'ROAD FROM A FARM HOUSE, 30.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD,
 BL1806'253.2 FEET SOUTHWEST OF REFERENCE MARK PRAIRIE NO 1, 165.0 FEET SOUTH
 BL1806'OF AND ACROSS THE ROAD FROM PRAIRIE TRIANGULATION STATION, A BRONZE
 BL1806'REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 BL1806'THE ROAD AND PROJECTING 0.6 FOOT.
 BL1806
 BL1806                          STATION RECOVERY (1996)
 BL1806
 BL1806'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2206 ***********************************************************************
 AN2206  DESIGNATION -  PRAIRIE SCHOOLHOUSE CUPOLA
 AN2206  PID         -  AN2206
 AN2206  STATE/COUNTY-  TX/MATAGORDA
 AN2206  USGS QUAD   -  BLESSING (1995)
 AN2206
 AN2206                         *CURRENT SURVEY CONTROL
 AN2206  ___________________________________________________________________
 AN2206* NAD 83(1993)-  28 48 26.32549(N)    096 10 32.03543(W)     ADJUSTED  
 AN2206* NAVD 88     -                                                        
 AN2206  ___________________________________________________________________
 AN2206  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AN2206  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN2206
 AN2206  HORZ ORDER  -  THIRD
 AN2206
 AN2206.The horizontal coordinates were established by classical geodetic methods
 AN2206.and adjusted by the National Geodetic Survey in February 1996..
 AN2206
 AN2206
 AN2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2206
 AN2206.The geoid height was determined by GEOID03.
 AN2206
 AN2206;                    North         East     Units Scale Factor Converg.
 AN2206;SPC TXSC     - 4,111,273.119   875,665.771   MT  0.99990533   +1 23 01.4
 AN2206;SPC TXSC     -13,488,401.89  2,872,913.45   sFT  0.99990533   +1 23 01.4
 AN2206;UTM  14      - 3,189,913.615   775,668.611   MT  1.00053791   +1 21 42.7
 AN2206
 AN2206                          SUPERSEDED SURVEY CONTROL
 AN2206
 AN2206  NAD 83(1986)-  28 48 26.33913(N)    096 10 32.00274(W) AD(       ) 4
 AN2206  NAD 27      -  28 48 25.39200(N)    096 10 31.13000(W) AD(       ) 3
 AN2206
 AN2206.Superseded values are not recommended for survey control.
 AN2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2206.See file dsdata.txt to determine how the superseded data were derived.
 AN2206
 AN2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7566989914(NAD 83)
 AN2206_MARKER: 86 = CUPOLA
 AN2206
 AN2206  HISTORY     - Date     Condition        Report By
 AN2206  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2206  HISTORY     - 1944     GOOD             CGS
 AN2206
 AN2206                          STATION DESCRIPTION
 AN2206
 AN2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AN2206'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SHOULD
 AN2206'READ AS FOLLOWS--
 AN2206'
 AN2206'FROM THE INTERSECTION OF STATE HIGHWAY 35 AND STATE HIGHWAY
 AN2206'93 IN THE TOWN OF BLESSING, GO S ON STATE HIGHWAY 35 FOR
 AN2206'4.1 MILES TO A T INTERSECTION, TURN LEFT, E, ON A PAVED
 AN2206'ROAD AND GO 2.1 MILES, TURN RIGHT ON A GRADED DIRT ROAD
 AN2206'AND GO S FOR 0.8 MILE TO THE STATION ON THE LEFT OF THE ROAD.
 AN2206'
 AN2206'THE STATION IS THE CENTER OF A WOODEN POLE PROJECTING FROM
 AN2206'A CUPOLA ON THE ROOF OF A COUNTRY SCHOOLHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2252 ***********************************************************************
 BL2252  DESIGNATION -  PRAIRIE VIEW COLL HEAT PLT STK
 BL2252  PID         -  BL2252
 BL2252  STATE/COUNTY-  TX/WALLER
 BL2252  USGS QUAD   -  WALLER (1980)
 BL2252
 BL2252                         *CURRENT SURVEY CONTROL
 BL2252  ___________________________________________________________________
 BL2252* NAD 83(1993)-  30 05 42.23685(N)    095 59 19.79294(W)     ADJUSTED  
 BL2252* NAVD 88     -                                                        
 BL2252  ___________________________________________________________________
 BL2252  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BL2252  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL2252
 BL2252  HORZ ORDER  -  THIRD
 BL2252
 BL2252.The horizontal coordinates were established by classical geodetic methods
 BL2252.and adjusted by the National Geodetic Survey in February 1996..
 BL2252
 BL2252
 BL2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2252
 BL2252.The geoid height was determined by GEOID03.
 BL2252
 BL2252;                    North         East     Units Scale Factor Converg.
 BL2252;SPC TXSC     - 4,254,403.049   890,212.863   MT  0.99995104   +1 28 30.8
 BL2252;SPC TXSC     -13,957,987.34  2,920,640.03   sFT  0.99995104   +1 28 30.8
 BL2252;SPC TX C     - 3,055,668.508 1,118,680.711   MT  1.00000584   +2 14 15.6
 BL2252;SPC TX C     -10,025,139.10  3,670,204.97   sFT  1.00000584   +2 14 15.6
 BL2252;UTM  15      - 3,333,089.045   211,943.868   MT  1.00062385   -1 29 59.1
 BL2252;UTM  14      - 3,333,145.646   790,209.930   MT  1.00063922   +1 30 39.5
 BL2252
 BL2252                          SUPERSEDED SURVEY CONTROL
 BL2252
 BL2252  NAD 83(1986)-  30 05 42.25132(N)    095 59 19.77582(W) AD(       ) 4
 BL2252  NAD 27      -  30 05 41.47000(N)    095 59 18.93400(W) AD(       ) 3
 BL2252
 BL2252.Superseded values are not recommended for survey control.
 BL2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2252.See file dsdata.txt to determine how the superseded data were derived.
 BL2252
 BL2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1194433089(NAD 83)
 BL2252_MARKER: 63 = STACK
 BL2252
 BL2252  HISTORY     - Date     Condition        Report By
 BL2252  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2252  HISTORY     - 1952     GOOD             CGS
 BL2252  HISTORY     - 19990715 MARK NOT FOUND   USPSQD
 BL2252
 BL2252                          STATION DESCRIPTION
 BL2252
 BL2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2252'THIS STATION IS THE CENTER OF THE STACK AT THE HEATING PLANT
 BL2252'OF THE PRAIRIE VIEW COLLEGE FOR COLORED.  IT IS LOCATED ON
 BL2252'THE CAMPUS.  IT IS CONSTRUCTED OF CONCRETE WITH A COLLAR
 BL2252'ABOUT 2 FEET FROM THE TOP.  IT IS 150 FEET HIGH AND IS VERY
 BL2252'PROMINENT.  IT WAS BUILT IN 1922.
 BL2252
 BL2252                          STATION RECOVERY (1952)
 BL2252
 BL2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2252'THE STATION IS LOCATED AT THE PRAIRIE VIEW, AGRICULTURE AND
 BL2252'MECHANICS COLLEGE OF TEXAS NEAR THE CENTER OF THE COLLEGE
 BL2252'CAMPUS AND JUST SOUTH OF THE SOUTH WALL OF THE CENTRAL HEATING
 BL2252'AND POWER PLANT.  IT IS A CYLINDRICAL RE-INFORCED CONCRETE
 BL2252'STRUCTURE 10.0 FEET IN DIAMETER AT THE BASE AND 5.0 FEET IN
 BL2252'DIAMETER AT THE TOP.  IT HAS AN OVER-ALL HEIGHT OF 145.0 FEET.
 BL2252'
 BL2252'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STACK.
 BL2252'
 BL2252'PROBABLY THE SAME STACK AS LOCATED IN 1935.
 BL2252
 BL2252                          STATION RECOVERY (1999)
 BL2252
 BL2252'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2251 ***********************************************************************
 BL2251  DESIGNATION -  PRAIRIE VIEW COLL WATER TANK
 BL2251  PID         -  BL2251
 BL2251  STATE/COUNTY-  TX/WALLER
 BL2251  USGS QUAD   -  WALLER (1980)
 BL2251
 BL2251                         *CURRENT SURVEY CONTROL
 BL2251  ___________________________________________________________________
 BL2251* NAD 83(1993)-  30 05 41.49484(N)    095 59 19.25758(W)     ADJUSTED  
 BL2251* NAVD 88     -                                                        
 BL2251  ___________________________________________________________________
 BL2251  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BL2251  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL2251
 BL2251  HORZ ORDER  -  THIRD
 BL2251
 BL2251.The horizontal coordinates were established by classical geodetic methods
 BL2251.and adjusted by the National Geodetic Survey in February 1996..
 BL2251
 BL2251
 BL2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2251
 BL2251.The geoid height was determined by GEOID03.
 BL2251
 BL2251;                    North         East     Units Scale Factor Converg.
 BL2251;SPC TXSC     - 4,254,380.578   890,227.781   MT  0.99995099   +1 28 31.0
 BL2251;SPC TXSC     -13,957,913.61  2,920,688.98   sFT  0.99995099   +1 28 31.0
 BL2251;SPC TX C     - 3,055,646.236 1,118,695.927   MT  1.00000589   +2 14 15.9
 BL2251;SPC TX C     -10,025,066.03  3,670,254.89   sFT  1.00000589   +2 14 15.9
 BL2251;UTM  15      - 3,333,065.815   211,957.608   MT  1.00062375   -1 29 58.8
 BL2251;UTM  14      - 3,333,123.169   790,224.872   MT  1.00063933   +1 30 39.7
 BL2251
 BL2251                          SUPERSEDED SURVEY CONTROL
 BL2251
 BL2251  NAD 83(1986)-  30 05 41.50925(N)    095 59 19.24046(W) AD(       ) 4
 BL2251  NAD 27      -  30 05 40.72600(N)    095 59 18.39600(W) AD(       ) 3
 BL2251
 BL2251.Superseded values are not recommended for survey control.
 BL2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2251.See file dsdata.txt to determine how the superseded data were derived.
 BL2251
 BL2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1195833066(NAD 83)
 BL2251_MARKER: 53 = ELEVATED TANK
 BL2251
 BL2251  HISTORY     - Date     Condition        Report By
 BL2251  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2251  HISTORY     - 1952     GOOD             CGS
 BL2251  HISTORY     - 19990715 MARK NOT FOUND   USPSQD
 BL2251
 BL2251                          STATION DESCRIPTION
 BL2251
 BL2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2251'THIS STATION IS THE CENTER OF THE WATER TANK AT THE PRAIRIE VIEW
 BL2251'COLLEGE FOR COLORED.  THE TANK IS LOCATED ON THE CAMPUS
 BL2251'NEAR THE HEATING PLANT.  IT IS PAINTED A SILVER COLOR AND
 BL2251'IS 150 FEET HIGH.  IT WAS CONSTRUCTED IN 1915 AND IS VERY
 BL2251'PROMINENT.
 BL2251
 BL2251                          STATION RECOVERY (1952)
 BL2251
 BL2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2251'THE STATION IS LOCATED AT THE PRAIRIE VIEW, AGRICULTURE AND
 BL2251'MECHANICS COLLEGE OF TEXAS NEAR THE CENTER OF THE COLLEGE
 BL2251'CAMPUS AND JUST SOUTHEAST OF THE CENTRAL HEATING AND POWER
 BL2251'PLANT.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE
 BL2251'TANK PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX AND
 BL2251'AN OVER-ALL HEIGHT OF 125.0 FEET.
 BL2251'
 BL2251'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 BL2251'
 BL2251'PROBABLY THE SAME TANK AS LOCATED IN 1935.
 BL2251
 BL2251                          STATION RECOVERY (1999)
 BL2251
 BL2251'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2613 ***********************************************************************
 CS2613  DESIGNATION -  PRAIRIEVILLE
 CS2613  PID         -  CS2613
 CS2613  STATE/COUNTY-  TX/KAUFMAN
 CS2613  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS2613
 CS2613                         *CURRENT SURVEY CONTROL
 CS2613  ___________________________________________________________________
 CS2613* NAD 83(1993)-  32 28 27.49088(N)    096 05 58.44110(W)     ADJUSTED  
 CS2613* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 CS2613  ___________________________________________________________________
 CS2613  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CS2613  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS2613
 CS2613  HORZ ORDER  -  SECOND
 CS2613
 CS2613.The horizontal coordinates were established by classical geodetic methods
 CS2613.and adjusted by the National Geodetic Survey in February 1996..
 CS2613
 CS2613.The orthometric height was scaled from a topographic map.
 CS2613
 CS2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2613
 CS2613.The geoid height was determined by GEOID03.
 CS2613
 CS2613;                    North         East     Units Scale Factor Converg.
 CS2613;SPC TXNC     - 2,092,137.243   825,612.043   MT  0.99992303   +1 18 33.1
 CS2613;SPC TXNC     - 6,863,953.60  2,708,695.51   sFT  0.99992303   +1 18 33.1
 CS2613;UTM  14      - 3,596,717.044   772,591.390   MT  1.00051640   +1 33 29.8
 CS2613
 CS2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2613!SPC TXNC     -   0.99998358  x   0.99992303  =   0.99990661
 CS2613!UTM  14      -   0.99998358  x   1.00051640  =   1.00049997
 CS2613
 CS2613|---------------------------------------------------------------------|
 CS2613| PID    Reference Object                     Distance      Geod. Az  |
 CS2613|                                                           dddmmss.s |
 CS2613| CY2905 PRAIRIEVILLE RM 1                    55.781 METERS 09559     |
 CS2613| CY2904 PRAIRIEVILLE AZ MK                                 1302943.7 |
 CS2613| CS2620 MABANK MUNICIPAL TANK               APPROX.11.9 KM 1800039.5 |
 CS2613| CY2906 PRAIRIEVILLE RM 2                    55.419 METERS 25104     |
 CS2613| CS2625 KEMP MUNICIPAL TANK                 APPROX.12.8 KM 2542308.8 |
 CS2613|---------------------------------------------------------------------|
 CS2613
 CS2613                          SUPERSEDED SURVEY CONTROL
 CS2613
 CS2613  NAD 83(1986)-  32 28 27.49840(N)    096 05 58.42562(W) AD(       ) 2
 CS2613  NAD 27      -  32 28 26.99800(N)    096 05 57.52400(W) AD(       ) 2
 CS2613
 CS2613.Superseded values are not recommended for survey control.
 CS2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2613.See file dsdata.txt to determine how the superseded data were derived.
 CS2613
 CS2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7259196717(NAD 83)
 CS2613_MARKER: DS = TRIANGULATION STATION DISK
 CS2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2613+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002
 CS2613
 CS2613  HISTORY     - Date     Condition        Report By
 CS2613  HISTORY     - 1949     MONUMENTED       CGS
 CS2613  HISTORY     - 1956     GOOD             CGS
 CS2613  HISTORY     - 19930503 MARK NOT FOUND   USPSQD
 CS2613  HISTORY     - 20020125 GOOD             INDIV
 CS2613
 CS2613                          STATION DESCRIPTION
 CS2613
 CS2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2613'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHEAST OF KEMP,
 CS2613'ABOUT 7 MILES NORTH OF MABANK, ABOUT 1/2 MILE SOUTH OF THE
 CS2613'VILLAGE OF PRAIRIEVILLE, ON A SMALL NORTH-SOUTH RIDGE.
 CS2613'IT IS 40 FEET NORTH OF AN EAST-WEST DIRT ROAD, 17 FEET NORTH
 CS2613'OF A T FENCE CORNER AND GATE POST, AND 9 FEET WEST OF A
 CS2613'NORTH-SOUTH FENCELINE.  THE DISK IS STAMPED PRAIRIEVILLE 1949
 CS2613'AND IS SET 8 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2613'
 CS2613'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF THE CENTERLINE
 CS2613'OF THE ROAD, 34 FEET WEST OF A FENCE CORNER, AND IS SET
 CS2613'IN AN EAST-WEST FENCELINE.  THE DISK IS STAMPED PRAIRIEVILLE
 CS2613'NO 1 1949 AND PROJECTS 6 INCHES.
 CS2613'
 CS2613'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF THE CENTERLINE OF THE
 CS2613'ROAD, AND 6 INCHES NORTH OF A FENCELINE.  THE DISK IS STAMPED
 CS2613'PRAIRIEVILLE NO 2 1949 AND PROJECTS 6 INCHES.
 CS2613'
 CS2613'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHEAST OF THE STATION,
 CS2613'13 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET EAST
 CS2613'OF A WITNESS POST, AND 6 INCHES SOUTH OF AN EAST-WEST FENCE
 CS2613'LINE.  THE DISK IS STAMPED PRAIRIEVILLE 1949 AND PROJECTS
 CS2613'2 INCHES.
 CS2613'
 CS2613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 175
 CS2613'AND STATE HIGHWAY 198, IN MABANK, GO NORTH ON HIGHWAY 198
 CS2613'FOR 0.6 MILE TO THE JUNCTION OF FARM ROAD 85, AT THE EDGE
 CS2613'OF THE MABANK CITY LIMIT.  TURN LEFT ON FARM ROAD 85 AND
 CS2613'GO NORTH FOR 7.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 CS2613'AND FOLLOW THE DIRT ROAD FOR 0.25 MILE TO THE TOP OF A LOW
 CS2613'RIDGE AND THE STATION ON THE LEFT.
 CS2613'
 CS2613'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST, SOUTH,
 CS2613'AND THEN EAST, FOR A TOTAL DISTANCE OF 0.25 MILE, TO THE
 CS2613'MARK ON THE LEFT AS DESCRIBED.
 CS2613'
 CS2613'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2613
 CS2613                          STATION RECOVERY (1956)
 CS2613
 CS2613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CS2613'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CS2613'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 DUG UP.  DIRECTIONS
 CS2613'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2613
 CS2613                          STATION RECOVERY (1993)
 CS2613
 CS2613'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS2613'MARK NOT FOUND.
 CS2613
 CS2613                          STATION RECOVERY (2002)
 CS2613
 CS2613'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BHB)
 CS2613'REFERENCE MARK 1 IS IN GOOD SHAPE. REFERENCE MARK 2 IS LYING ON ITS
 CS2613'SIDE IN THE SOUTH DITCH OF COUNTY ROAD. GOOD GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1248 ***********************************************************************
 AJ1248  DESIGNATION -  PREMONT
 AJ1248  PID         -  AJ1248
 AJ1248  STATE/COUNTY-  TX/JIM WELLS
 AJ1248  USGS QUAD   -  PREMONT EAST (1963)
 AJ1248
 AJ1248                         *CURRENT SURVEY CONTROL
 AJ1248  ___________________________________________________________________
 AJ1248* NAD 83(1993)-  27 22 09.01999(N)    098 07 23.48406(W)     ADJUSTED  
 AJ1248* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 AJ1248  ___________________________________________________________________
 AJ1248  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AJ1248  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ1248
 AJ1248  HORZ ORDER  -  SECOND
 AJ1248
 AJ1248.The horizontal coordinates were established by classical geodetic methods
 AJ1248.and adjusted by the National Geodetic Survey in February 1996..
 AJ1248
 AJ1248.The orthometric height was scaled from a topographic map.
 AJ1248
 AJ1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1248
 AJ1248.The geoid height was determined by GEOID03.
 AJ1248
 AJ1248;                    North         East     Units Scale Factor Converg.
 AJ1248;SPC TX S     - 5,188,680.196   337,274.116   MT  0.99991535   +0 10 15.9
 AJ1248;SPC TX S     -17,023,194.94  1,106,540.16   sFT  0.99991535   +0 10 15.9
 AJ1248;UTM  14      - 3,027,630.561   586,708.955   MT  0.99969281   +0 24 11.2
 AJ1248
 AJ1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1248!SPC TX S     -   0.99999653  x   0.99991535  =   0.99991188
 AJ1248!UTM  14      -   0.99999653  x   0.99969281  =   0.99968934
 AJ1248
 AJ1248:                Primary Azimuth Mark                     Grid Az
 AJ1248:SPC TX S     -  PREMONT AZ MK                            007 44 00.1
 AJ1248:UTM  14      -  PREMONT AZ MK                            007 30 04.8
 AJ1248
 AJ1248|---------------------------------------------------------------------|
 AJ1248| PID    Reference Object                     Distance      Geod. Az  |
 AJ1248|                                                           dddmmss.s |
 AJ1248| CV2829 PREMONT AZ MK                                      0075416.0 |
 AJ1248| CV2830 PREMONT RM 1                         27.504 METERS 00859     |
 AJ1248| AJ1243 PREMONT SUN OIL CO RADIO MAST       APPROX. 2.6 KM 0134017.5 |
 AJ1248| CV2831 PREMONT RM 2                         29.735 METERS 16935     |
 AJ1248|---------------------------------------------------------------------|
 AJ1248
 AJ1248                          SUPERSEDED SURVEY CONTROL
 AJ1248
 AJ1248  NAD 83(1986)-  27 22 09.02904(N)    098 07 23.45912(W) AD(       ) 2
 AJ1248  NAD 27      -  27 22 07.88780(N)    098 07 22.44510(W) AD(       ) 2
 AJ1248
 AJ1248.Superseded values are not recommended for survey control.
 AJ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1248.See file dsdata.txt to determine how the superseded data were derived.
 AJ1248
 AJ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8670927631(NAD 83)
 AJ1248_MARKER: DS = TRIANGULATION STATION DISK
 AJ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1248
 AJ1248  HISTORY     - Date     Condition        Report By
 AJ1248  HISTORY     - 1961     MONUMENTED       CGS
 AJ1248
 AJ1248                          STATION DESCRIPTION
 AJ1248
 AJ1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1248'THE STATION IS APPROXIMATELY 1/2 MILE NORTH OF THE BUSINESS
 AJ1248'DISTRICT IN PREMONT, 0.05 MILE NORTHWEST OF THE JUNCTION OF U.S.
 AJ1248'HIGHWAY 281 AND FARM ROAD 716 AND 284 FEET NORTHEAST OF THE MAIN
 AJ1248'ENTRANCE OF THE PREMONT, SEELIGSON PARK, LITTLE LEAGUE AND
 AJ1248'PONY LEAGUE BASEBALL FIELD.
 AJ1248'
 AJ1248'TO REACH THE STATION FROM THE CAUTION LIGHT EAST OF THE
 AJ1248'POST OFFICE IN PREMONT, GO NORTHERLY ON U.S. HIGHWAY 281 FOR
 AJ1248'0.6 MILE TO A CROSSROAD AND FARM ROAD 716 ON THE LEFT.  TURN
 AJ1248'LEFT, WEST, ON ROAD 716 FOR 0.05 MILE TO A GAS LINE CROSSING
 AJ1248'ON THE RIGHT AND THE STATION ON THE RIGHT.  (TO REACH THE
 AJ1248'AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 AJ1248'FARM ROAD 716, GO NORTHERLY ON HIGHWAY 281 FOR 0.3 MILE TO A
 AJ1248'SURFACED ROAD AND A FENCED IN GAS PUMP ON THE LEFT.  TURN
 AJ1248'LEFT, WEST, ON THE SURFACED ROAD FOR 0.05 MILE TO THE AZIMUTH
 AJ1248'MARK ON THE LEFT (SURFACED ROAD TURNS SHARP RIGHT AT THIS
 AJ1248'POINT).)
 AJ1248'
 AJ1248'STATION MARKS ARE STANDARD DISKS STAMPED PREMONT 1961.  THE
 AJ1248'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 AJ1248'WITH THE SURFACE OF THE GROUND.  IT IS 312 FEET NORTH OF THE
 AJ1248'CENTER OF FARM ROAD 716, 181 FEET NORTHEAST OF A POWER POLE
 AJ1248'WITH TWO METER BOXES, 152 FEET SOUTH OF A T-FENCE CORNER
 AJ1248'POST AND 16.5 FEET WEST OF A FENCE.  THE UNDERGROUND DISK IS
 AJ1248'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 AJ1248'SURFACE OF THE GROUND.
 AJ1248'
 AJ1248'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PREMONT NO 1
 AJ1248'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1248'IT IS 63 FEET SOUTH OF THE T-FENCE CORNER POST AND 1 FOOT
 AJ1248'WEST OF THE FENCE.
 AJ1248'
 AJ1248'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PREMONT NO 2 1961,
 AJ1248'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 AJ1248'41 FEET NORTH OF AN IRON GAS METER BOX, 2.5 FEET NORTH OF A
 AJ1248'METAL WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 AJ1248'
 AJ1248'AZIMUTH MARK, A STANDARD DISK STAMPED PREMONT 1961, IS SET IN
 AJ1248'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 24
 AJ1248'FEET EAST OF A METAL FENCE CORNER POST, 23 FEET SOUTHWEST OF
 AJ1248'THE CENTER OF THE SURFACED ROAD, 3 FEET WEST OF A METAL
 AJ1248'WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 AJ1248'
 AJ1248'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1248'
 AJ1248'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1240 ***********************************************************************
 AJ1240  DESIGNATION -  PREMONT MOBIL GAS PLANT STK
 AJ1240  PID         -  AJ1240
 AJ1240  STATE/COUNTY-  TX/JIM WELLS
 AJ1240  USGS QUAD   -  ELLA (1963)
 AJ1240
 AJ1240                         *CURRENT SURVEY CONTROL
 AJ1240  ___________________________________________________________________
 AJ1240* NAD 83(1993)-  27 24 30.12999(N)    098 06 43.54009(W)     ADJUSTED  
 AJ1240* NAVD 88     -                                                        
 AJ1240  ___________________________________________________________________
 AJ1240  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AJ1240  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AJ1240
 AJ1240  HORZ ORDER  -  THIRD
 AJ1240
 AJ1240.The horizontal coordinates were established by classical geodetic methods
 AJ1240.and adjusted by the National Geodetic Survey in February 1996..
 AJ1240
 AJ1240
 AJ1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1240
 AJ1240.The geoid height was determined by GEOID03.
 AJ1240
 AJ1240;                    North         East     Units Scale Factor Converg.
 AJ1240;SPC TX S     - 5,193,026.574   338,358.337   MT  0.99991996   +0 10 34.0
 AJ1240;SPC TX S     -17,037,454.68  1,110,097.31   sFT  0.99991996   +0 10 34.0
 AJ1240;UTM  14      - 3,031,980.327   587,775.304   MT  0.99969510   +0 24 31.5
 AJ1240
 AJ1240                          SUPERSEDED SURVEY CONTROL
 AJ1240
 AJ1240  NAD 83(1986)-  27 24 30.13907(N)    098 06 43.51550(W) AD(       ) 4
 AJ1240  NAD 27      -  27 24 29.00200(N)    098 06 42.50300(W) AD(       ) 3
 AJ1240
 AJ1240.Superseded values are not recommended for survey control.
 AJ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1240.See file dsdata.txt to determine how the superseded data were derived.
 AJ1240
 AJ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8777531980(NAD 83)
 AJ1240_MARKER: 63 = STACK
 AJ1240
 AJ1240  HISTORY     - Date     Condition        Report By
 AJ1240  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1240
 AJ1240                          STATION DESCRIPTION
 AJ1240
 AJ1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1240'THE STATION IS THE TOP CENTER OF THE STACK WHICH IS 3 MILES
 AJ1240'NORTH OF PREMONT, 0.2 MILE EAST OF U.S. HIGHWAY 281.  IT
 AJ1240'IS THE TALLEST ONE OF MANY STACKS AT THE GAS PLANT.
 AJ1240'
 AJ1240'THE STACK IS A METAL STRUCTURE, PAINTED SILVER, 120 FEET HIGH
 AJ1240'AND HAS RED LIGHTS ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1242 ***********************************************************************
 AJ1242  DESIGNATION -  PREMONT MOBIL SEELIG RANCH TK
 AJ1242  PID         -  AJ1242
 AJ1242  STATE/COUNTY-  TX/JIM WELLS
 AJ1242  USGS QUAD   -  ELLA (1963)
 AJ1242
 AJ1242                         *CURRENT SURVEY CONTROL
 AJ1242  ___________________________________________________________________
 AJ1242* NAD 83(1993)-  27 25 08.70440(N)    098 06 45.32386(W)     ADJUSTED  
 AJ1242* NAVD 88     -                                                        
 AJ1242  ___________________________________________________________________
 AJ1242  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AJ1242  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AJ1242
 AJ1242  HORZ ORDER  -  THIRD
 AJ1242
 AJ1242.The horizontal coordinates were established by classical geodetic methods
 AJ1242.and adjusted by the National Geodetic Survey in February 1996..
 AJ1242
 AJ1242
 AJ1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1242
 AJ1242.The geoid height was determined by GEOID03.
 AJ1242
 AJ1242;                    North         East     Units Scale Factor Converg.
 AJ1242;SPC TX S     - 5,194,213.666   338,305.695   MT  0.99992130   +0 10 33.2
 AJ1242;SPC TX S     -17,041,349.34  1,109,924.60   sFT  0.99992130   +0 10 33.2
 AJ1242;UTM  14      - 3,033,166.928   587,717.854   MT  0.99969498   +0 24 31.2
 AJ1242
 AJ1242                          SUPERSEDED SURVEY CONTROL
 AJ1242
 AJ1242  NAD 83(1986)-  27 25 08.71338(N)    098 06 45.29930(W) AD(       ) 4
 AJ1242  NAD 27      -  27 25 07.57600(N)    098 06 44.28600(W) AD(       ) 3
 AJ1242
 AJ1242.Superseded values are not recommended for survey control.
 AJ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1242.See file dsdata.txt to determine how the superseded data were derived.
 AJ1242
 AJ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8771833167(NAD 83)
 AJ1242_MARKER: 53 = ELEVATED TANK
 AJ1242
 AJ1242  HISTORY     - Date     Condition        Report By
 AJ1242  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1242
 AJ1242                          STATION DESCRIPTION
 AJ1242
 AJ1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1242'THE STATION IS THE VENT ATOP THE CENTER OF THE TANK WHICH
 AJ1242'IS APPROXIMATELY 3-1/2 MILES NORTH OF PREMONT AND 0.1 MILE
 AJ1242'EAST OF U.S. HIGHWAY 281.
 AJ1242'
 AJ1242'THE TANK IS A METAL STRUCTURE, PAINTED SILVER, SUPPORTED
 AJ1242'BY FOUR LEGS AND IS 40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1255 ***********************************************************************
 AJ1255  DESIGNATION -  PREMONT MUNICIPAL TANK
 AJ1255  PID         -  AJ1255
 AJ1255  STATE/COUNTY-  TX/JIM WELLS
 AJ1255  USGS QUAD   -  PREMONT WEST (1963)
 AJ1255
 AJ1255                         *CURRENT SURVEY CONTROL
 AJ1255  ___________________________________________________________________
 AJ1255* NAD 83(1993)-  27 21 32.82146(N)    098 07 32.47181(W)     ADJUSTED  
 AJ1255* NAVD 88     -                                                        
 AJ1255  ___________________________________________________________________
 AJ1255  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AJ1255  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AJ1255
 AJ1255  HORZ ORDER  -  THIRD
 AJ1255
 AJ1255.The horizontal coordinates were established by classical geodetic methods
 AJ1255.and adjusted by the National Geodetic Survey in February 1996..
 AJ1255
 AJ1255
 AJ1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1255
 AJ1255.The geoid height was determined by GEOID03.
 AJ1255
 AJ1255;                    North         East     Units Scale Factor Converg.
 AJ1255;SPC TX S     - 5,187,565.357   337,030.457   MT  0.99991424   +0 10 11.8
 AJ1255;SPC TX S     -17,019,537.34  1,105,740.76   sFT  0.99991424   +0 10 11.8
 AJ1255;UTM  14      - 3,026,514.993   586,469.865   MT  0.99969230   +0 24 06.6
 AJ1255
 AJ1255                          SUPERSEDED SURVEY CONTROL
 AJ1255
 AJ1255  NAD 83(1986)-  27 21 32.83004(N)    098 07 32.44693(W) AD(       ) 4
 AJ1255  NAD 27      -  27 21 31.69000(N)    098 07 31.43100(W) AD(       ) 3
 AJ1255
 AJ1255.Superseded values are not recommended for survey control.
 AJ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1255.See file dsdata.txt to determine how the superseded data were derived.
 AJ1255
 AJ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8647026515(NAD 83)
 AJ1255_MARKER: 53 = ELEVATED TANK
 AJ1255
 AJ1255  HISTORY     - Date     Condition        Report By
 AJ1255  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1255
 AJ1255                          STATION DESCRIPTION
 AJ1255
 AJ1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1255'THE STATION IS THE BALL ATOP THE TANK, ONE BLOCK WEST OF THE
 AJ1255'BUSINESS DISTRICT, BETWEEN 200 SOUTH ACNES STREET AND 200
 AJ1255'SOUTH BERNICE STREET AND AT THE SOUTH SIDE OF 200 SOUTHWEST
 AJ1255'FIFTH STREET, IN PREMONT.
 AJ1255'
 AJ1255'THE TANK HAS PREMONT PAINTED IN BLACK LETTERS ON THE EAST
 AJ1255'SIDE.  IT IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND
 AJ1255'IS 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1243 ***********************************************************************
 AJ1243  DESIGNATION -  PREMONT SUN OIL CO RADIO MAST
 AJ1243  PID         -  AJ1243
 AJ1243  STATE/COUNTY-  TX/JIM WELLS
 AJ1243  USGS QUAD   -  ELLA (1963)
 AJ1243
 AJ1243                         *CURRENT SURVEY CONTROL
 AJ1243  ___________________________________________________________________
 AJ1243* NAD 83(1993)-  27 23 32.00948(N)    098 07 00.86792(W)     ADJUSTED  
 AJ1243* NAVD 88     -                                                        
 AJ1243  ___________________________________________________________________
 AJ1243  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AJ1243  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AJ1243
 AJ1243  HORZ ORDER  -  THIRD
 AJ1243
 AJ1243.The horizontal coordinates were established by classical geodetic methods
 AJ1243.and adjusted by the National Geodetic Survey in February 1996..
 AJ1243
 AJ1243
 AJ1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1243
 AJ1243.The geoid height was determined by GEOID03.
 AJ1243
 AJ1243;                    North         East     Units Scale Factor Converg.
 AJ1243;SPC TX S     - 5,191,236.294   337,887.803   MT  0.99991800   +0 10 26.1
 AJ1243;SPC TX S     -17,031,581.07  1,108,553.57   sFT  0.99991800   +0 10 26.1
 AJ1243;UTM  14      - 3,030,188.554   587,312.143   MT  0.99969410   +0 24 22.7
 AJ1243
 AJ1243                          SUPERSEDED SURVEY CONTROL
 AJ1243
 AJ1243  NAD 83(1986)-  27 23 32.01851(N)    098 07 00.84330(W) AD(       ) 4
 AJ1243  NAD 27      -  27 23 30.88100(N)    098 06 59.83000(W) AD(       ) 3
 AJ1243
 AJ1243.Superseded values are not recommended for survey control.
 AJ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1243.See file dsdata.txt to determine how the superseded data were derived.
 AJ1243
 AJ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8731230189(NAD 83)
 AJ1243_MARKER: 42 = RADIO/TV MAST
 AJ1243
 AJ1243  HISTORY     - Date     Condition        Report By
 AJ1243  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1243
 AJ1243                          STATION DESCRIPTION
 AJ1243
 AJ1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1243'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS 2 MILES NORTH
 AJ1243'OF PREMONT AND 0.1 MILE EAST OF U.S. HIGHWAY 281.
 AJ1243'
 AJ1243'THE MAST IS A GUYED STEEL STRUCTURE, PAINTED RED AND WHITE,
 AJ1243'150 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1249 ***********************************************************************
 AJ1249  DESIGNATION -  PREMONT SW BELL TEL MICROWAVE
 AJ1249  PID         -  AJ1249
 AJ1249  STATE/COUNTY-  TX/JIM WELLS
 AJ1249  USGS QUAD   -  PREMONT EAST (1963)
 AJ1249
 AJ1249                         *CURRENT SURVEY CONTROL
 AJ1249  ___________________________________________________________________
 AJ1249* NAD 83(1993)-  27 17 21.67504(N)    098 07 21.81372(W)     ADJUSTED  
 AJ1249* NAVD 88     -                                                        
 AJ1249  ___________________________________________________________________
 AJ1249  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AJ1249  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AJ1249
 AJ1249  HORZ ORDER  -  THIRD
 AJ1249
 AJ1249.The horizontal coordinates were established by classical geodetic methods
 AJ1249.and adjusted by the National Geodetic Survey in February 1996..
 AJ1249
 AJ1249
 AJ1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1249
 AJ1249.The geoid height was determined by GEOID03.
 AJ1249
 AJ1249;                    North         East     Units Scale Factor Converg.
 AJ1249;SPC TX S     - 5,179,836.622   337,346.451   MT  0.99990740   +0 10 16.6
 AJ1249;SPC TX S     -16,994,180.65  1,106,777.48   sFT  0.99990740   +0 10 16.6
 AJ1249;UTM  14      - 3,018,789.283   586,816.998   MT  0.99969304   +0 24 08.1
 AJ1249
 AJ1249                          SUPERSEDED SURVEY CONTROL
 AJ1249
 AJ1249  NAD 83(1986)-  27 17 21.68400(N)    098 07 21.78845(W) AD(       ) 4
 AJ1249  NAD 27      -  27 17 20.52900(N)    098 07 20.77600(W) AD(       ) 3
 AJ1249
 AJ1249.Superseded values are not recommended for survey control.
 AJ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1249.See file dsdata.txt to determine how the superseded data were derived.
 AJ1249
 AJ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8681718789(NAD 83)
 AJ1249_MARKER: 45 = MICROWAVE TOWER
 AJ1249
 AJ1249  HISTORY     - Date     Condition        Report By
 AJ1249  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1249
 AJ1249                          STATION DESCRIPTION
 AJ1249
 AJ1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1249'THE STATION IS THE CENTER OF THE TOP OF THE EAST LEG OF
 AJ1249'THE TWIN-MAST MICROWAVE RELAY TOWER WHICH IS 4 MILES SOUTH
 AJ1249'OF PREMONT AND 0.6 MILE EAST OF U.S. HIGHWAY 281.  THE STRUCTURE
 AJ1249'IS APPROXIMATELY 210 FEET HIGH AND HAS A RED LIGHT ATOP THE
 AJ1249'EAST LEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1250 ***********************************************************************
 AJ1250  DESIGNATION -  PREMONT TRUNKLINE GAS CO MAST
 AJ1250  PID         -  AJ1250
 AJ1250  STATE/COUNTY-  TX/JIM WELLS
 AJ1250  USGS QUAD   -  PREMONT WEST (1963)
 AJ1250
 AJ1250                         *CURRENT SURVEY CONTROL
 AJ1250  ___________________________________________________________________
 AJ1250* NAD 83(1993)-  27 20 06.90316(N)    098 09 43.58021(W)     ADJUSTED  
 AJ1250* NAVD 88     -                                                        
 AJ1250  ___________________________________________________________________
 AJ1250  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AJ1250  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AJ1250
 AJ1250  HORZ ORDER  -  THIRD
 AJ1250
 AJ1250.The horizontal coordinates were established by classical geodetic methods
 AJ1250.and adjusted by the National Geodetic Survey in February 1996..
 AJ1250
 AJ1250
 AJ1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1250
 AJ1250.The geoid height was determined by GEOID03.
 AJ1250
 AJ1250;                    North         East     Units Scale Factor Converg.
 AJ1250;SPC TX S     - 5,184,910.841   333,434.650   MT  0.99991173   +0 09 12.3
 AJ1250;SPC TX S     -17,010,828.32  1,093,943.51   sFT  0.99991173   +0 09 12.3
 AJ1250;UTM  14      - 3,023,846.561   582,885.624   MT  0.99968480   +0 23 05.2
 AJ1250
 AJ1250                          SUPERSEDED SURVEY CONTROL
 AJ1250
 AJ1250  NAD 83(1986)-  27 20 06.91040(N)    098 09 43.55604(W) AD(       ) 4
 AJ1250  NAD 27      -  27 20 05.76800(N)    098 09 42.53500(W) AD(       ) 3
 AJ1250
 AJ1250.Superseded values are not recommended for survey control.
 AJ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1250.See file dsdata.txt to determine how the superseded data were derived.
 AJ1250
 AJ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8288623847(NAD 83)
 AJ1250_MARKER: 42 = RADIO/TV MAST
 AJ1250
 AJ1250  HISTORY     - Date     Condition        Report By
 AJ1250  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1250
 AJ1250                          STATION DESCRIPTION
 AJ1250
 AJ1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1250'THE STATION IS THE RED LIGHT ATOP THE RED AND WHITE RADIO
 AJ1250'MAST AT THE TRUNKLINE GAS CO. STATION NO. 8, WHICH IS ABOUT
 AJ1250'1 MILE SOUTH AND 2 MILES WEST OF PREMONT.  THE MAST IS
 AJ1250'APPROXIMATELY 275 YARDS SOUTH OF THE EAST-WEST ROAD AND IS 309
 AJ1250'FEET HIGH OVERALL.  A METAL POLE EXTENDS OUT THE TOP-CENTER
 AJ1250'OF THE MAST.  THE RED LIGHT IS ATOP THIS POLE.  BENEATH
 AJ1250'THE LIGHT A HORIZONTAL BAR EXTENDS OUT ON EITHER SIDE OF
 AJ1250'THE POLE, THERE IS A VERTICAL BAR ON EITHER END OF THE
 AJ1250'HORIZONTAL BAR AND THESE VERTICAL BARS SUPPORT AN ANTENNA ABOVE
 AJ1250'THE RED LIGHT.  THE ANTENNA CONSISTS OF A HORIZONTAL
 AJ1250'BAR ON EITHER END OF A LONGER HORIZONTAL BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1252 ***********************************************************************
 AJ1252  DESIGNATION -  PREMONT TRUNKLINE GAS CO TANK
 AJ1252  PID         -  AJ1252
 AJ1252  STATE/COUNTY-  TX/JIM WELLS
 AJ1252  USGS QUAD   -  PREMONT WEST (1963)
 AJ1252
 AJ1252                         *CURRENT SURVEY CONTROL
 AJ1252  ___________________________________________________________________
 AJ1252* NAD 83(1993)-  27 20 12.26130(N)    098 09 43.55269(W)     ADJUSTED  
 AJ1252* NAVD 88     -                                                        
 AJ1252  ___________________________________________________________________
 AJ1252  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AJ1252  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AJ1252
 AJ1252  HORZ ORDER  -  THIRD
 AJ1252
 AJ1252.The horizontal coordinates were established by classical geodetic methods
 AJ1252.and adjusted by the National Geodetic Survey in February 1996..
 AJ1252
 AJ1252
 AJ1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1252
 AJ1252.The geoid height was determined by GEOID03.
 AJ1252
 AJ1252;                    North         East     Units Scale Factor Converg.
 AJ1252;SPC TX S     - 5,185,075.753   333,434.965   MT  0.99991188   +0 09 12.3
 AJ1252;SPC TX S     -17,011,369.37  1,093,944.55   sFT  0.99991188   +0 09 12.3
 AJ1252;UTM  14      - 3,024,011.435   582,885.273   MT  0.99968480   +0 23 05.3
 AJ1252
 AJ1252                          SUPERSEDED SURVEY CONTROL
 AJ1252
 AJ1252  NAD 83(1986)-  27 20 12.26876(N)    098 09 43.52848(W) AD(       ) 4
 AJ1252  NAD 27      -  27 20 11.12800(N)    098 09 42.50600(W) AD(       ) 3
 AJ1252
 AJ1252.Superseded values are not recommended for survey control.
 AJ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1252.See file dsdata.txt to determine how the superseded data were derived.
 AJ1252
 AJ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8288524011(NAD 83)
 AJ1252_MARKER: 53 = ELEVATED TANK
 AJ1252
 AJ1252  HISTORY     - Date     Condition        Report By
 AJ1252  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1252
 AJ1252                          STATION DESCRIPTION
 AJ1252
 AJ1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1252'THE STATION IS THE TOP CENTER OF THE WHITE WATER TANK ON THE
 AJ1252'LAWN WEST OF THE OFFICE BUILDING AT THE TRUNKLINE GAS CO.
 AJ1252'STATION NO. 8.  IT IS ABOUT 2 MILES WEST AND 1 MILE SOUTH
 AJ1252'OF PREMONT AND 100 YARDS SOUTH OF THE EAST-WEST PAVED ROAD.
 AJ1252'THE TANK IS SPHERICAL, ABOUT 50 FEET HIGH OVERALL, SUPPORTED
 AJ1252'BY A SOLID COLUMN WITH A CONE-SHAPED BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1645 ***********************************************************************
 AE1645  DESIGNATION -  PRESA
 AE1645  PID         -  AE1645
 AE1645  STATE/COUNTY-  TX/ZAPATA
 AE1645  USGS QUAD   -  LOPENO (1965)
 AE1645
 AE1645                         *CURRENT SURVEY CONTROL
 AE1645  ___________________________________________________________________
 AE1645* NAD 83(1993)-  26 42 32.70392(N)    099 01 09.12261(W)     ADJUSTED  
 AE1645* NAVD 88     -       155.3    (meters)     510.     (feet)  VERTCON   
 AE1645  ___________________________________________________________________
 AE1645  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AE1645  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AE1645
 AE1645  HORZ ORDER  -  FIRST
 AE1645
 AE1645.The horizontal coordinates were established by classical geodetic methods
 AE1645.and adjusted by the National Geodetic Survey in February 1996..
 AE1645
 AE1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1645
 AE1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1645
 AE1645.The geoid height was determined by GEOID03.
 AE1645
 AE1645;                    North         East     Units Scale Factor Converg.
 AE1645;SPC TX S     - 5,115,597.630   248,339.757   MT  0.99990770   -0 14 08.6
 AE1645;SPC TX S     -16,783,423.22    814,761.35   sFT  0.99990770   -0 14 08.6
 AE1645;UTM  14      - 2,954,214.474   498,090.119   MT  0.99960005   -0 00 31.1
 AE1645
 AE1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1645!SPC TX S     -   0.99997929  x   0.99990770  =   0.99988699
 AE1645!UTM  14      -   0.99997929  x   0.99960005  =   0.99957934
 AE1645
 AE1645|---------------------------------------------------------------------|
 AE1645| PID    Reference Object                     Distance      Geod. Az  |
 AE1645|                                                           dddmmss.s |
 AE1645| CV2832 PRESA RM                              9.520 METERS 16610     |
 AE1645| CV2835 PRESA RM 4                                         1775147.0 |
 AE1645| CV2834 PRESA RM 3                           23.527 METERS 20839     |
 AE1645| CV2833 PRESA RM 2                           18.040 METERS 34840     |
 AE1645|---------------------------------------------------------------------|
 AE1645
 AE1645                          SUPERSEDED SURVEY CONTROL
 AE1645
 AE1645  NAD 83(1986)-  26 42 32.70672(N)    099 01 09.08502(W) AD(       ) 1
 AE1645  NAD 27      -  26 42 31.52800(N)    099 01 07.96700(W) AD(       ) 1
 AE1645  NGVD 29 (07/19/86)  155.4    (m)          510.     (f) VERT ANG       
 AE1645
 AE1645.Superseded values are not recommended for survey control.
 AE1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1645.See file dsdata.txt to determine how the superseded data were derived.
 AE1645
 AE1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9809054214(NAD 83)
 AE1645_MARKER: DS = TRIANGULATION STATION DISK
 AE1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1645
 AE1645  HISTORY     - Date     Condition        Report By
 AE1645  HISTORY     - 1917     MONUMENTED       CGS
 AE1645  HISTORY     - 1932     GOOD             CGS
 AE1645  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE1645
 AE1645                          STATION DESCRIPTION
 AE1645
 AE1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1645'STATION IS ON THE TOP OF A RIDGE ABOUT 2 MILES NE OF LA PRESA
 AE1645'RANCH, 10 MILES NE OF FALCON POST OFFICE, AND 1/3 MILE W OF
 AE1645'THE ROAD FROM LA PRESA RANCH TO THE N.
 AE1645'
 AE1645'SURFACE MARK IS A STANDARD DISK SET IN BLOCK OF CONCRETE.
 AE1645'
 AE1645'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1645'
 AE1645'REFERENCE MARK IS A STANDARD DISK SET IN BLOCK OF CONCRETE,
 AE1645'9.52 METERS (31.2 FEET) FROM STATION S 13 DEG 50 MIN E.
 AE1645
 AE1645                          STATION RECOVERY (1932)
 AE1645
 AE1645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AE1645'STATION WAS RECOVERED IN GOOD CONDITION, AND FURTHER
 AE1645'DESCRIBED AS BEING APPROXIMATELY 9000 FEET E OF M.P. NO. 38 OF
 AE1645'THE UNITED GAS SYSTEM 12-INCH GAS LINE TO ROMA.  1800 FEET E
 AE1645'OF WIRE FENCE RUNNING N 35 DEG W.  AND 350 FEET S OF BROAD
 AE1645'AND A VERY OLD CENDERA.
 AE1645'
 AE1645'TO REACH THE STATION FROM THE LA PRESA RANCH, ABOUT 100 METERS
 AE1645'(328 FEET) S OF THE HOUSE, TAKE THE ROAD TO THE E AND FOLLOW
 AE1645'ABOUT 3 MILES OVER A VERY STEEP HILL AND TO A POINT ABOUT 1-1/4
 AE1645'MILES BEYOND THE HILL.  THE STATION IS ON TOP OF A FLAT HILL AT
 AE1645'THE W OF THE ROAD.
 AE1645'
 AE1645'ELEVATION OF STATION, 152.1 METERS (499 FEET).
 AE1645
 AE1645                          STATION RECOVERY (1974)
 AE1645
 AE1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1645'THE UNDERGROUND STATION MARK WAS RECOVERED.  THE CONCRETE MONUMENT
 AE1645'HAD BEEN BROKEN OFF AND THE SURFACE DISK HAD BEEN DESTROYED.
 AE1645'THE REFERENCE MARK WAS SEARCHED FOR AND COULD NOT BE FOUND.  A
 AE1645'NEW SURFACE DISK WAS ESTABLISHED HOLDING THE EXACT POSITION AS
 AE1645'THE UNDERGROUND MARK.  REFERENCE MARKS 2, 3 AND 4 WERE
 AE1645'ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 AE1645'
 AE1645'THE STATION IS ABOUT 13 MILES SOUTH AND 15 MILES EAST OF ZAPATA
 AE1645'AND 5-1/2 MILES EAST OF LOPENO, ON THE PEDERNAL RANCH AND ON
 AE1645'PROPERTY OWNED BY LAZOROS PENA, TELEPHONE NUMBER 723-3084 LAREDO.
 AE1645'
 AE1645'TO REACH THE STATION FROM THE POST OFFICE IN LOPENO, GO SOUTH
 AE1645'ON U.S. HIGHWAY 83 FOR 4.35 MILES TO A GRAVELED CROSSROAD AND
 AE1645'A SIGN FALCON LAKE 5.  TURN LEFT AND GO NORTHEAST ON THE
 AE1645'GRAVELED ROAD, CROSSING SEVERAL CATTLE GUARDS FOR 5.55 MILES TO A
 AE1645'CATTLE GUARD AND A SIGN PEDERNAL RANCH L PENA.  CONTINUE
 AE1645'NORTHEAST ON THE GRAVELED ROAD FOR 0.75 MILE TO REFERENCE MARK 4
 AE1645'ON THE LEFT.  CONTINUE NORTHEAST ON THE GRAVELED ROAD FOR
 AE1645'0.15 MILE TO WHERE THE ROAD TURNS LEFT AND A METAL GATE ON THE
 AE1645'RIGHT.  BEAR LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.4
 AE1645'MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO
 AE1645'NORTHEAST ON TRACK ROAD FOR 0.1 MILE TO THE SUMMIT OF A
 AE1645'SMALL RISE AND THE STATION.
 AE1645'
 AE1645'STATION MARK IS A STANDARD DISK, STAMPED PRESA 1917 1974, SET
 AE1645'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AE1645'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2.3 FEET WEST OF
 AE1645'A WITNESS POST.  THE UNDERGROUND MARK IS A NAIL SET IN A BLOCK OF
 AE1645'CONCRETE ABOUT 30 INCHES BELOW THE GROUND SURFACE.
 AE1645'
 AE1645'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PRESA 1917 NO 2
 AE1645'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1645'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 61.0 FEET
 AE1645'NORTH OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 AE1645'STATION.
 AE1645'
 AE1645'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PRESA 1917 NO 3
 AE1645'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1645'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 77.7 FEET
 AE1645'SOUTHWEST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS
 AE1645'THE STATION.
 AE1645'
 AE1645'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PRESA 1917 NO 4 1974,
 AE1645'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1645'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 26.0 FEET
 AE1645'NORTHWEST OF THE CENTER OF A GRAVELED ROAD AND 2.7 FEET NORTHEAST
 AE1645'OF A WITNESS POST.  THIS MARK WILL SERVE AS THE
 AE1645'AZIMUTH MARK.
 AE1645'
 AE1645'HEIGHT OF LIGHT ABOVE STATION MARK 72.8 FEET.
 AE1645'
 AE1645'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 AE1645'EAST OF LOPENO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1347 ***********************************************************************
 DN1347  DESIGNATION -  PRESAGE
 DN1347  PID         -  DN1347
 DN1347  STATE/COUNTY-  TX/MONTAGUE
 DN1347  USGS QUAD   -  NEW HARP (1978)
 DN1347
 DN1347                         *CURRENT SURVEY CONTROL
 DN1347  ___________________________________________________________________
 DN1347* NAD 83(1993)-  33 29 01.38395(N)    097 31 42.89955(W)     ADJUSTED  
 DN1347* NAVD 88     -       354.6    (meters)    1163.     (feet)  VERTCON   
 DN1347  ___________________________________________________________________
 DN1347  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 DN1347  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DN1347
 DN1347  HORZ ORDER  -  SECOND
 DN1347
 DN1347.The horizontal coordinates were established by classical geodetic methods
 DN1347.and adjusted by the National Geodetic Survey in February 1996..
 DN1347
 DN1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1347
 DN1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1347
 DN1347.The geoid height was determined by GEOID03.
 DN1347
 DN1347;                    North         East     Units Scale Factor Converg.
 DN1347;SPC TXNC     - 2,201,912.437   690,273.188   MT  0.99990097   +0 31 47.3
 DN1347;SPC TXNC     - 7,224,107.72  2,264,671.28   sFT  0.99990097   +0 31 47.3
 DN1347;UTM  14      - 3,705,882.588   636,704.609   MT  0.99983040   +0 48 42.9
 DN1347
 DN1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1347!SPC TXNC     -   0.99994848  x   0.99990097  =   0.99984945
 DN1347!UTM  14      -   0.99994848  x   0.99983040  =   0.99977889
 DN1347
 DN1347:                Primary Azimuth Mark                     Grid Az
 DN1347:SPC TXNC     -  PRESAGE AZ MK                            159 00 39.5
 DN1347:UTM  14      -  PRESAGE AZ MK                            158 43 43.9
 DN1347
 DN1347|---------------------------------------------------------------------|
 DN1347| PID    Reference Object                     Distance      Geod. Az  |
 DN1347|                                                           dddmmss.s |
 DN1347| CY2907 PRESAGE AZ MK                                      1593226.8 |
 DN1347| CY2908 PRESAGE RM 1                         47.491 METERS 29250     |
 DN1347| DN1384 FORESTBURG DOW CHEM CO MAST         APPROX. 6.3 KM 3225821.1 |
 DN1347| DN1385 ATT CO RELAY TOWER KKO 29           APPROX.12.0 KM 3255630.8 |
 DN1347| CY2909 PRESAGE RM 2                         47.799 METERS 34052     |
 DN1347|---------------------------------------------------------------------|
 DN1347
 DN1347                          SUPERSEDED SURVEY CONTROL
 DN1347
 DN1347  NAD 83(1993)-  33 29 01.38636(N)    097 31 42.89456(W) AD(       ) 2
 DN1347  NAD 83(1986)-  33 29 01.38939(N)    097 31 42.88652(W) AD(       ) 2
 DN1347  NAD 27      -  33 29 00.99640(N)    097 31 41.79020(W) AD(       ) 2
 DN1347  NGVD 29 (07/26/91)  354.5    (m)         1163.     (f) VERT ANG       
 DN1347
 DN1347.Superseded values are not recommended for survey control.
 DN1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1347.See file dsdata.txt to determine how the superseded data were derived.
 DN1347
 DN1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3670505883(NAD 83)
 DN1347_MARKER: DS = TRIANGULATION STATION DISK
 DN1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1347
 DN1347  HISTORY     - Date     Condition        Report By
 DN1347  HISTORY     - 1956     MONUMENTED       CGS
 DN1347  HISTORY     - 1958     GOOD             USGS
 DN1347  HISTORY     - 1960     GOOD             CGS
 DN1347
 DN1347                          STATION DESCRIPTION
 DN1347
 DN1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1347'THE STATION IS LOCATED ABOUT 11.0 MILES NORTHWEST OF SLIDELL
 DN1347'AND ABOUT 4.0 MILES SOUTHEAST OF FORESTBURG ON THE HIGHEST
 DN1347'POINT OF A PROMINENT GRASS COVERED HILL, ABOUT 150 FEET SOUTHEAST
 DN1347'OF A NORTHEAST-SOUTHWEST FENCE LINE.  THE MARK IS STAMPED
 DN1347'PRESAGE 1956 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1347'
 DN1347'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL, 1 FOOT
 DN1347'SOUTHEAST OF THE FENCE LINE AND IS ABOUT 10 FEET LOWER IN
 DN1347'ELEVATION THAN THE STATION.  IT IS STAMPED PRESAGE NO 1 1956
 DN1347'AND IS FLUSH WITH THE GROUND SURFACE.
 DN1347'
 DN1347'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL, 1 FOOT
 DN1347'SOUTHEAST OF THE FENCE LINE AND IS SLIGHTLY LOWER IN ELEVATION
 DN1347'THAN THE STATION.  IT IS STAMPED PRESAGE NO 2 1956 AND IS
 DN1347'FLUSH WITH THE GROUND SURFACE.
 DN1347'
 DN1347'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 127.14
 DN1347'FEET.
 DN1347'
 DN1347'THE AZIMUTH MARK IS IN THE WEST EDGE OF A PASTURE, 45 FEET
 DN1347'NORTHEAST OF THE CENTER OF FARM ROAD 455, 10 FEET NORTHWEST OF OF
 DN1347'A WIRE GATE, 1 FOOT NORTHEAST OF A FENCE LINE AND 1 FOOT
 DN1347'NORTHWEST OF A WITNESS POST.  IT IS STAMPED PRESAGE 1956
 DN1347'AND IS FLUSH WITH THE GROUND SURFACE.
 DN1347'
 DN1347'TO REACH THE STATION FROM THE POST OFFICE IN FORESTBURG, GO
 DN1347'SOUTHEAST ON FARM ROAD 455 FOR 4.3 MILES TO A WIRE GATE
 DN1347'ON THE LEFT AND AZIMUTH MARK JUST NORTHWEST AS DESCRIBED,
 DN1347'PASS THROUGH GATE, TURN LEFT AND GO NORTH ACROSS PASTURE FOR
 DN1347'0.4 MILE TO THE HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 DN1347'
 DN1347'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DN1347
 DN1347                          STATION RECOVERY (1958)
 DN1347
 DN1347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1347'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-3, STATION 1010.
 DN1347'
 DN1347'RECOVERED BY USGS IN 1958.
 DN1347'
 DN1347'RECOVERED BY NGS IN 1960.
 DN1347'
 DN1347'STATION MARK--A STANDARD USC AND GS TABLET IN A CONCRETE POST FLUSH
 DN1347'WITH THE GROUND AND STAMPED---PRESAGE 1956---.
 DN1347
 DN1347                          STATION RECOVERY (1960)
 DN1347
 DN1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1347'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1347'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0779 ***********************************************************************
 BN0779  DESIGNATION -  PRESERVE
 BN0779  PID         -  BN0779
 BN0779  STATE/COUNTY-  TX/KIMBLE
 BN0779  USGS QUAD   -  JUNCTION SE (1974)
 BN0779
 BN0779                         *CURRENT SURVEY CONTROL
 BN0779  ___________________________________________________________________
 BN0779* NAD 83(1993)-  30 16 58.08115(N)    099 50 32.29215(W)     ADJUSTED  
 BN0779* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 BN0779  ___________________________________________________________________
 BN0779  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BN0779  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0779
 BN0779  HORZ ORDER  -  SECOND
 BN0779
 BN0779.The horizontal coordinates were established by classical geodetic methods
 BN0779.and adjusted by the National Geodetic Survey in February 1996..
 BN0779
 BN0779.The orthometric height was scaled from a topographic map.
 BN0779
 BN0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0779
 BN0779.The geoid height was determined by GEOID03.
 BN0779
 BN0779;                    North         East     Units Scale Factor Converg.
 BN0779;SPC TX C     - 3,068,407.042   747,240.693   MT  0.99995980   +0 15 10.5
 BN0779;SPC TX C     -10,066,932.10  2,451,572.17   sFT  0.99995980   +0 15 10.5
 BN0779;SPC TXSC     - 4,271,769.478   518,961.414   MT  0.99999985   -0 24 45.6
 BN0779;SPC TXSC     -14,014,963.70  1,702,625.91   sFT  0.99999985   -0 24 45.6
 BN0779;UTM  14      - 3,350,422.874   418,991.672   MT  0.99968096   -0 25 29.2
 BN0779
 BN0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0779!SPC TX C     -   0.99989573  x   0.99995980  =   0.99985553
 BN0779!SPC TXSC     -   0.99989573  x   0.99999985  =   0.99989558
 BN0779!UTM  14      -   0.99989573  x   0.99968096  =   0.99957672
 BN0779
 BN0779:                Primary Azimuth Mark                     Grid Az
 BN0779:SPC TX C     -  PRESERVE AZ MK                           030 38 40.2
 BN0779:SPC TXSC     -  PRESERVE AZ MK                           031 18 36.3
 BN0779:UTM  14      -  PRESERVE AZ MK                           031 19 19.9
 BN0779
 BN0779|---------------------------------------------------------------------|
 BN0779| PID    Reference Object                     Distance      Geod. Az  |
 BN0779|                                                           dddmmss.s |
 BN0779| CV5149 PRESERVE AZ MK                                     0305350.7 |
 BN0779| CV5150 PRESERVE RM 1                         4.580 METERS 12943     |
 BN0779| BN0775 PAINT                               APPROX.15.9 KM 1430608.8 |
 BN0779| CV5151 PRESERVE RM 2                        18.050 METERS 20912     |
 BN0779|---------------------------------------------------------------------|
 BN0779
 BN0779                          SUPERSEDED SURVEY CONTROL
 BN0779
 BN0779  NAD 83(1986)-  30 16 58.08668(N)    099 50 32.28099(W) AD(       ) 2
 BN0779  NAD 27      -  30 16 57.38700(N)    099 50 31.04500(W) AD(       ) 2
 BN0779
 BN0779.Superseded values are not recommended for survey control.
 BN0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0779.See file dsdata.txt to determine how the superseded data were derived.
 BN0779
 BN0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU1899250423(NAD 83)
 BN0779_MARKER: DS = TRIANGULATION STATION DISK
 BN0779_SETTING: 80 = SET IN A BOULDER
 BN0779_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BN0779
 BN0779  HISTORY     - Date     Condition        Report By
 BN0779  HISTORY     - 1943     MONUMENTED       CGS
 BN0779  HISTORY     - 1974     GOOD             USGS
 BN0779
 BN0779                          STATION DESCRIPTION
 BN0779
 BN0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0779'THE STATION IS ABOUT 6 MILES SE OF TELEGRAPH ON THE SUMMIT
 BN0779'OF A HIGH BRUSHY HILL ON THE GAME PRESERVE.  IT IS A BRONZE
 BN0779'DISK SET IN A DRILL HOLE IN A 2- BY 3-FOOT BOULDER ON THE
 BN0779'HIGHEST PART OF THE HILL TOP.  IT IS STAMPED PRESERVE 1943
 BN0779'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BN0779'
 BN0779'REFERENCE MARK NO. 1 IS ESE OF THE STATION.  IT IS A BRONZE
 BN0779'DISK SET IN A DRILL HOLE IN A 1- BY 2-FOOT BOULDER.  IT IS
 BN0779'STAMPED PRESERVE NO. 1 1943 AND IS FLUSH WITH THE SURFACE
 BN0779'OF THE GROUND.
 BN0779'
 BN0779'REFERENCE MARK NO. 2 IS SSW OF THE STATION.  IT IS A BRONZE
 BN0779'DISK SET IN A DRILL HOLE IN A 2- BY 3-FOOT BOULDER.  IT IS
 BN0779'STAMPED PRESERVE NO. 2 1943 AND IS FLUSH WITH THE SURFACE OF
 BN0779'THE GROUND.
 BN0779'
 BN0779'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING
 BN0779'BEDROCK.
 BN0779'
 BN0779'THE AZIMUTH MARK IS ABOUT 0.1 MILE NNE OF THE STATION, 21
 BN0779'FEET SE OF A 12-FOOT 2- BY 4-INCH, WHICH IS NAILED TO A STUMP.
 BN0779'IT IS STAMPED PRESERVE 1943 AND IS FLUSH WITH THE SURFACE
 BN0779'OF THE GROUND.
 BN0779'
 BN0779'TO REACH FROM TELEGRAPH GO S ON THE MAIN PAVED ROAD FOR 2.8
 BN0779'MILES AND TURN LEFT THROUGH A GATE AT A SIGN PAINT CREEK
 BN0779'RANCH.  GO 1.8 MILES TO THE PRESERVE HEADQUARTERS ON THE
 BN0779'LEFT.  TURN LEFT, GO E ACROSS THE CORRAL AND PASS THROUGH THE
 BN0779'LEFT OF TWO GATES AT THE BARN.  FOLLOW THE TRACK ROAD N FOR
 BN0779'0.25 MILE TO BIG PAINT CREEK AND BEAR RIGHT.  FOLLOW THE MAIN
 BN0779'TRACK ROAD UP THE CREEK FOR 2.3 MILES TO A HOUSE ON THE
 BN0779'LEFT OCCUPIED BY MEXICANS AND TURN LEFT OFF THE MAIN ROAD
 BN0779'ABOUT 50 YARDS S OF THE HOUSE.  PASS THROUGH A WIRE GATE,
 BN0779'BEAR RIGHT AND FOLLOW THE MAIN TRACK ROAD S AND E, KEEPING
 BN0779'THE RIGHT FORK AT A WINDMILL, FOR 1.9 MILES AND PASS
 BN0779'THROUGH A GATE AT A Y-FENCE INTERSECTION.  THEN FOLLOW THE
 BN0779'MAIN TRACK ROAD E ALONG THE HIGH FENCE FOR 1.1 MILES TO A
 BN0779'WELL AND SMALL CABIN AND TURN LEFT, N, ACROSS COUNTRY.  GO
 BN0779'0.1 MILE TO THE END OF TRUCK TRAVEL.  THEN PACK NW ABOUT
 BN0779'150 YARDS TO THE TOP OF THE RIDGE AND THE STATION.
 BN0779'
 BN0779'A 64-FOOT SIGNAL AT PAINT, AN 84-FOOT SIGNAL AT RIGSBY AND A
 BN0779'4-FOOT SIGNAL AT TELEGRAPH ARE VISIBLE AT 4 FEET.
 BN0779'
 BN0779'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BN0779
 BN0779                          STATION RECOVERY (1974)
 BN0779
 BN0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (BFD)
 BN0779'GOOD CONDITION.
 BN0779'
 BN0779'TO REACH FROM TELEGRAPH GO S. ON U.S. HWY. 377 FOR 2.9 MI.
 BN0779'TO PVT. RD. EAST TO PAINT CREEK RANCH.  TURN LEFT AND GO E.,
 BN0779'CROSSING S. LLANO RIVER FOR 0.45 MI. TO RANCH HOUSE.  GO TO
 BN0779'LEFT OF HOUSE THROUGH PENS AND TAKE LEFT FORK AT SECOND GATE
 BN0779'NORTH AND EAST FOR 0.3 MI. TO FORD ON PAINT CREEK.  CONTINUE
 BN0779'S.E. ON MAIN RANCH ROAD FOR 1.0 MI. TO ANOTHER FORD ON PAINT
 BN0779'CREEK.  CONTINUE S.E. ON MAIN RANCH RD. FOR 1.0 MI. TO ANOTHER
 BN0779'FORD ON PAINT CREEK.  CONTINUE S.E. ON MAIN RANCH ROAD FOR
 BN0779'0.6 MI. TO AN ABANDONED HOUSE ON LEFT.  TURN LEFT JUST S. OF
 BN0779'HOUSE THROUGH A PLANK GATE.  FOLLOW MAIN TRACK ROAD S AND E
 BN0779'FOR 0.6 MI. TO A RD. FORK.  TAKE RIGHT FORK AND GO S.E. FOR
 BN0779'1.05 MI. TO A PLANK GATE.  PASS THROUGH GATE AND TURN LEFT
 BN0779'AND GO N.E. ALONG FENCE FOR 0.3 MI. PASSING A WINDMILL ON
 BN0779'THE LEFT.  CONTINUE N.E. ON MAIN RD. FOR 0.65 MI. PASSING A
 BN0779'3-WAY FENCE CORNER AND PLANK GATE ON THE LEFT.  CONTINUE
 BN0779'EASTERLY ON MAIN TRACK ROAD FOR 0.65 MI. TO A RD. FORK.  TAKE
 BN0779'LEFT FORK AND CONTINUE EASTERLY ON TRACK RD. FOR 0.1 MI.
 BN0779'TO A REVERSE Y-RD..  CONTINUE EASTERLY ON MAIN TRACK RD.
 BN0779'FOR 0.3 MI. TO A REVERSE Y-RD..  CONTINUE EASTERLY ON MAIN
 BN0779'TRACK RD. FOR 0.1 MI. TO AN OLD ABANDONED HOUSE ON THE
 BN0779'RIGHT.  TURN LEFT AND GO N. ACROSS COUNTRY THROUGH HEAVY
 BN0779'CEDAR FOR ABOUT 0.1 MI. AND END OF TRACK TRAVEL.  PACK N.W.
 BN0779'ABOUT 150 TO 200 YDS. TO THE TOP OF THE RIDGE AND THE
 BN0779'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0929 ***********************************************************************
 BP0929  DESIGNATION -  PRESIDIO
 BP0929  PID         -  BP0929
 BP0929  STATE/COUNTY-  TX/PRESIDIO
 BP0929  USGS QUAD   -  MANO PRIETO MTN (1972)
 BP0929
 BP0929                         *CURRENT SURVEY CONTROL
 BP0929  ___________________________________________________________________
 BP0929* NAD 83(1993)-  30 24 20.90560(N)    103 59 50.41088(W)     ADJUSTED  
 BP0929* NAVD 88     -      1508.     (meters)    4947.     (feet)  SCALED    
 BP0929  ___________________________________________________________________
 BP0929  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 BP0929  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 BP0929
 BP0929  HORZ ORDER  -  SECOND
 BP0929
 BP0929.The horizontal coordinates were established by classical geodetic methods
 BP0929.and adjusted by the National Geodetic Survey in February 1996..
 BP0929
 BP0929.The orthometric height was scaled from a topographic map.
 BP0929
 BP0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0929
 BP0929.The geoid height was determined by GEOID03.
 BP0929
 BP0929;                    North         East     Units Scale Factor Converg.
 BP0929;SPC TXSC     - 4,295,372.569   119,927.495   MT  1.00003767   -2 26 53.7
 BP0929;SPC TXSC     -14,092,401.50    393,462.12   sFT  1.00003767   -2 26 53.7
 BP0929;SPC TX C     - 3,087,735.771   348,007.596   MT  0.99993539   -1 53 13.8
 BP0929;SPC TX C     -10,130,346.44  1,141,754.92   sFT  0.99993539   -1 53 13.8
 BP0929;UTM  13      - 3,364,180.001   596,311.127   MT  0.99971443   +0 30 27.0
 BP0929
 BP0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0929!SPC TXSC     -   0.99976665  x   1.00003767  =   0.99980431
 BP0929!SPC TX C     -   0.99976665  x   0.99993539  =   0.99970206
 BP0929!UTM  13      -   0.99976665  x   0.99971443  =   0.99948115
 BP0929
 BP0929:                Primary Azimuth Mark                     Grid Az
 BP0929:SPC TXSC     -  PRESIDIO AZ MK                           017 48 36.3
 BP0929:SPC TX C     -  PRESIDIO AZ MK                           017 14 56.4
 BP0929:UTM  13      -  PRESIDIO AZ MK                           014 51 15.6
 BP0929
 BP0929|---------------------------------------------------------------------|
 BP0929| PID    Reference Object                     Distance      Geod. Az  |
 BP0929|                                                           dddmmss.s |
 BP0929| CI0229 PRESIDIO AZ MK                                     0152142.6 |
 BP0929| CI0230 PRESIDIO RM 1                        28.302 METERS 13948     |
 BP0929| BQ0428 MARFA MUNICIPAL TANK                APPROX.10.4 KM 1924220.9 |
 BP0929| BQ0424 MARFA PRESIDIO CO CTHSE DOME        APPROX.10.5 KM 1930317.1 |
 BP0929| CI0231 PRESIDIO RM 2                        25.050 METERS 20706     |
 BP0929|---------------------------------------------------------------------|
 BP0929
 BP0929                          SUPERSEDED SURVEY CONTROL
 BP0929
 BP0929  NAD 83(1986)-  30 24 20.90356(N)    103 59 50.40899(W) AD(       ) 2
 BP0929  NAD 27      -  30 24 20.32900(N)    103 59 48.75200(W) AD(       ) 2
 BP0929
 BP0929.Superseded values are not recommended for survey control.
 BP0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0929.See file dsdata.txt to determine how the superseded data were derived.
 BP0929
 BP0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9631164180(NAD 83)
 BP0929_MARKER: DS = TRIANGULATION STATION DISK
 BP0929_SETTING: 0 = UNSPECIFIED SETTING
 BP0929
 BP0929  HISTORY     - Date     Condition        Report By
 BP0929  HISTORY     - 1942     MONUMENTED       CGS
 BP0929  HISTORY     - 1972     GOOD             USGS
 BP0929
 BP0929                          STATION DESCRIPTION
 BP0929
 BP0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0929'STATION IS LOCATED 7 MILES, AIR LINE, 7.6 MILES BY ROAD,
 BP0929'NNE OF MARFA, ON THE W SIDE OF STATE HIGHWAY 17, AND 1.8 MILES
 BP0929'S OF THE PRESIDIO-JEFF DAVIS COUNTY LINE.
 BP0929'
 BP0929'SURFACE MARK IS A STANDARD BRONZE DISK, STAMPED PRESIDIO
 BP0929'1942, SET IN A 10-INCH CONCRETE POST WHICH PROJECTS 3 INCHES
 BP0929'ABOVE THE GROUND.  IT IS 42 FEET W OF THE CENTER LINE OF THE
 BP0929'ROAD, 19 FEET E OF THE RIGHT-OF-WAY FENCE, 16.5 FEET E OF A
 BP0929'TELEPHONE LINE, 22.4 FEET NE OF A TELEPHONE POLE, AND 8.8
 BP0929'FEET S OF A WHITE 4-INCH SQUARE MARKER POST WHICH PROJECTS
 BP0929'ABOUT 2.5 FEET.
 BP0929'
 BP0929'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BP0929'
 BP0929'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK, STAMPED
 BP0929'PRESIDIO NO. 1 1942, SET IN A 10-INCH SQUARE CONCRETE POST
 BP0929'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 34.5 FEET
 BP0929'E OF THE CENTER LINE OF THE ROAD AND 1.5 FEET W OF THE
 BP0929'RIGHT-OF-WAY FENCE.
 BP0929'
 BP0929'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK, STAMPED
 BP0929'PRESIDIO NO. 2 1942, SET IN A 10-INCH SQUARE CONCRETE POST
 BP0929'WHICH IS FLUSH WITH THE GROUND.  IT IS 58.0 FEET W OF THE
 BP0929'CENTER LINE OF THE ROAD, AND 2.5 FEET E OF THE RIGHT-OF-WAY
 BP0929'FENCE.
 BP0929'
 BP0929'AZIMUTH MARK IS A STANDARD BRONZE DISK, STAMPED PRESIDIO
 BP0929'1942, SET IN A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 BP0929'INCHES ABOVE THE GROUND.  IT IS 1.2 MILES S OF THE PRESIDIO-JEFF
 BP0929'DAVIS COUNTY LINE, 46.0 FEET W OF THE CENTER LINE OF STATE
 BP0929'HIGHWAY 17, 11.3 FEET E OF THE RIGHT-OF-WAY FENCE LINE,
 BP0929'AND 8.2 FEET N OF A TELEPHONE POLE.
 BP0929'
 BP0929'REACHED FROM MARFA COURTHOUSE BY GOING N ON STATE HIGHWAY
 BP0929'17 TOWARDS FORT DAVIS, FOR 7.5 MILES TO THE STATION ON THE
 BP0929'LEFT SIDE OF THE ROAD.
 BP0929'
 BP0929'THE SECOND I IN THE NAME PRESIDIO IN THE STAMPING ON ALL
 BP0929'OF THESE MARKS APPEARS TO HAVE BEEN SQUEEZED IN AFTER THE
 BP0929'NAME HAD BEEN MISSPELLED - PRESIDO, AND IS DIFFICULT TO
 BP0929'DISTINGUISH EXCEPT UPON CLOSEST INSPECTION.
 BP0929
 BP0929                          STATION RECOVERY (1972)
 BP0929
 BP0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (SJS)
 BP0929'MARFA, 7.6 MI. NORTH OF, ALONG STATE HWY. 17, 1.3 MI. SOUTH
 BP0929'OF THE JEFF DAVIS PRESIDIO COUNTY LINE, THENCE ABOUT 0.3 MI.
 BP0929'SOUTHWESTERLY ALONG A DIRT ROAD, ABOUT 0.4 MI. SOUTH OF
 BP0929'OLD GRAVEL PIT, STATION IS 42 FT. WEST OF THE CENTERLINE OF
 BP0929'THE OLD HWY, 16.5 FT EAST OF A TELEPHONE LINE, 22.4 FT NE
 BP0929'OF A TELEPHONE POLE, AND 8.8 FT SOUTH OF A FOUR BY FOUR
 BP0929'WITNESS POST, A STANDARD TABLET SET IN THE TOP OF A CONCRETE
 BP0929'POST PROJECTING 3 INCHES.
 BP0929'
 BP0929'R.M. 1 SEARCHED FOR BUT NOT FOUND DIRECTIONS INDICATE IT TO
 BP0929'BE COVERED UP BY A RIDGE OF DIRT.  R.M. 2 OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0017 ***********************************************************************
 BB0017  DESIGNATION -  PRESIDIO BASE A 1
 BB0017  PID         -  BB0017
 BB0017  STATE/COUNTY-  TX/PRESIDIO
 BB0017  USGS QUAD   -  LA BOQUILLA (1978)
 BB0017
 BB0017                         *CURRENT SURVEY CONTROL
 BB0017  ___________________________________________________________________
 BB0017* NAD 83(1993)-  29 42 39.41856(N)    104 21 27.91579(W)     ADJUSTED  
 BB0017* NAVD 88     -      1034.060  (meters)    3392.58   (feet)  ADJUSTED  
 BB0017  ___________________________________________________________________
 BB0017  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 BB0017  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 BB0017  DYNAMIC HT  -        1032.371 (meters)    3387.04  (feet)  COMP
 BB0017  MODELED GRAV-     978,974.1   (mgal)                       NAVD 88
 BB0017
 BB0017  HORZ ORDER  -  SECOND
 BB0017  VERT ORDER  -  FIRST     CLASS II
 BB0017
 BB0017.The horizontal coordinates were established by classical geodetic methods
 BB0017.and adjusted by the National Geodetic Survey in February 1996..
 BB0017
 BB0017.The orthometric height was determined by differential leveling
 BB0017.and adjusted by the National Geodetic Survey in June 1991..
 BB0017
 BB0017.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0017
 BB0017.The geoid height was determined by GEOID03.
 BB0017
 BB0017.The dynamic height is computed by dividing the NAVD 88
 BB0017.geopotential number by the normal gravity value computed on the
 BB0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0017.degrees latitude (g = 980.6199 gals.).
 BB0017
 BB0017.The modeled gravity was interpolated from observed gravity values.
 BB0017
 BB0017;                    North         East     Units Scale Factor Converg.
 BB0017;SPC TXSC     - 4,219,962.773    81,799.744   MT  0.99988470   -2 37 29.4
 BB0017;SPC TXSC     -13,844,994.53    268,371.33   sFT  0.99988470   -2 37 29.4
 BB0017;UTM  13      - 3,286,929.497   562,122.493   MT  0.99964762   +0 19 06.0
 BB0017
 BB0017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0017!SPC TXSC     -   0.99984119  x   0.99988470  =   0.99972590
 BB0017!UTM  13      -   0.99984119  x   0.99964762  =   0.99948886
 BB0017
 BB0017:                Primary Azimuth Mark                     Grid Az
 BB0017:SPC TXSC     -  PRESIDIO N BASE                          023 35 31.4
 BB0017:UTM  13      -  PRESIDIO N BASE                          020 38 56.0
 BB0017
 BB0017|---------------------------------------------------------------------|
 BB0017| PID    Reference Object                     Distance      Geod. Az  |
 BB0017|                                                           dddmmss.s |
 BB0017| BB0014 PRESIDIO N BASE                     APPROX. 1.7 KM 0205802.0 |
 BB0017|---------------------------------------------------------------------|
 BB0017
 BB0017                          SUPERSEDED SURVEY CONTROL
 BB0017
 BB0017  NAD 83(1986)-  29 42 39.41016(N)    104 21 27.91242(W) AD(       ) 2
 BB0017  NAD 27      -  29 42 38.77300(N)    104 21 26.18000(W) AD(       ) 2
 BB0017  NGVD 29 (??/??/92) 1033.656  (m)         3391.25   (f) ADJ UNCH    1 2
 BB0017
 BB0017.Superseded values are not recommended for survey control.
 BB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0017.See file dsdata.txt to determine how the superseded data were derived.
 BB0017
 BB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6212286929(NAD 83)
 BB0017_MARKER: DS = TRIANGULATION STATION DISK
 BB0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0017_STAMPING: PRESIDIO BASE A 1 1934
 BB0017_MARK LOGO: CGS   
 BB0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0017+STABILITY: SURFACE MOTION
 BB0017
 BB0017  HISTORY     - Date     Condition        Report By
 BB0017  HISTORY     - 1934     MONUMENTED       CGS
 BB0017  HISTORY     - 1935     GOOD             CGS
 BB0017  HISTORY     - 1958     GOOD             NGS
 BB0017  HISTORY     - 1973     GOOD             ARCO
 BB0017  HISTORY     - 1981     GOOD             NGS
 BB0017  HISTORY     - 1982     GOOD             NGS
 BB0017
 BB0017                          STATION DESCRIPTION
 BB0017
 BB0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0017'ABOUT 10 MILES NORTH OF PRESIDIO AND ON THE WEST SIDE OF U.S.
 BB0017'HIGHWAY 67.  IT IS 0.96 MILE SOUTH OF PRESIDIO NORTH BASE, 1.6
 BB0017'MILES NORTH OF PRESIDIO BASE-A2 AND 3.0 MILES NORTH OF PRESIDIO
 BB0017'SOUTH BASE.  SURFACE MARK PROJECTS 4 INCHES AND IS 16.35 FEET
 BB0017'NORTHEAST OF RIGHT-OF-WAY MARKER 2602+462 ON THE WEST SIDE
 BB0017'OF THE HIGHWAY, 94.5 FEET WEST OF RIGHT-OF-WAY MARKER 2602+462
 BB0017'ON THE EAST SIDE OF THE HIGHWAY, 47 FEET WEST OF THE CENTER
 BB0017'OF THE HIGHWAY AND 50 PACES SOUTH OF A CURVE IN THE HIGHWAY.
 BB0017'
 BB0017'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND U.S. HIGHWAY
 BB0017'67 IN PRESIDIO, GO NORTH ON U.S. HIGHWAY 67 FOR 10.0 MILES TO
 BB0017'A POINT ABOUT 50 PACES SOUTH OF A CURVE TO THE RIGHT, AND STATION.
 BB0017'
 BB0017'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BB0017'IN CONCRETE.
 BB0017'
 BB0017'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BB0017
 BB0017                          STATION RECOVERY (1935)
 BB0017
 BB0017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HEB)
 BB0017'PRESIDIO BASE-A1-1934, A 0.9 FOOT SQUARE CONCRETE POST PROJECTING
 BB0017'4 INCHES.  MARK ADEQUATELY DESCRIBED, NO OTHER MEASUREMENTS
 BB0017'AVAILABLE.
 BB0017
 BB0017                          STATION RECOVERY (1958)
 BB0017
 BB0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0017'8.85 MI SW FROM SHAFTER.
 BB0017'ABOUT 8.85 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE BRIDGE OVER
 BB0017'CIBOLO CREEK AT SHAFTER, ABOUT 10.5 MILES NORTH ALONG U. S. HIGHWAY 67
 BB0017'FROM ITS SOUTH JUNCTION WITH FARM ROAD 170 AT PRESIDIO, 43 FEET WEST
 BB0017'OF THE CENTER LINE OF THE HIGHWAY, 210 FEET SOUTH-SOUTHWEST OF THE
 BB0017'WEST END OF A CONCRETE CULVERT, 126 FEET EAST OF A TELEPHONE POLE, 2
 BB0017'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 BB0017'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 BB0017'INCHES.
 BB0017
 BB0017                          STATION RECOVERY (1973)
 BB0017
 BB0017'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1973 (OWC)
 BB0017'PRESIDIO BASE A1-GOOD
 BB0017
 BB0017                          STATION RECOVERY (1981)
 BB0017
 BB0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0017'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165) IS
 BB0017'ADEQUATE.  NOTE=THIS IS THE AZIMUTH MARK FOR TRIANGULATION STATION
 BB0017'PRESIDIO NORTH BASE.
 BB0017
 BB0017                          STATION RECOVERY (1982)
 BB0017
 BB0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 BB0017'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. A COMPLETE
 BB0017'DESCRIPTION FOLLOWS.
 BB0017'
 BB0017'THE STATION IS LOCATED ABOUT 16 KM (10 MI) NORTH OF PRESIDIO AND
 BB0017'ALONG HIGHWAY RIGHT-OF-WAY.
 BB0017'OWNERSHIP--STATE OF TEXAS,
 BB0017'DISTRICT ENGINEER, MARFA, TX 79853.
 BB0017'
 BB0017'TO REACH THE STATION FROM FROM THE JUNCTION OF U.S. HIGHWAY 67
 BB0017'AND STATE HIGHWAY 170 AT THE EAST EDGE OF PRESIDIO, GO NORTH ON
 BB0017'U.S. HIGHWAY 67 FOR 1.0 KM (0.6 MI) TO THE POST OFFICE ON THE LEFT.
 BB0017'CONTINUE NORTH ON U.S. HIGHWAY 67 FOR 13.0 KM (8.4 MI) TO THE
 BB0017'STATION ON THE LEFT.
 BB0017'
 BB0017'THE STATION IS A STANDARD CGS DISK
 BB0017'STAMPED---PRESIDIO BASE A 1 1934---,
 BB0017'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BB0017'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0017'13.0 METERS (42.6 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 BB0017'5.3 METERS (16.5 FT) NORTHEAST FROM A RIGHT-OF-WAY POST AND
 BB0017'0.63 METER (2.1 FT) SOUTH FROM A METAL WITNESS POST.
 BB0017'
 BB0017'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0018 ***********************************************************************
 BB0018  DESIGNATION -  PRESIDIO BASE A 2
 BB0018  PID         -  BB0018
 BB0018  STATE/COUNTY-  TX/PRESIDIO
 BB0018  USGS QUAD   -  LA BOQUILLA (1978)
 BB0018
 BB0018                         *CURRENT SURVEY CONTROL
 BB0018  ___________________________________________________________________
 BB0018* NAD 83(1993)-  29 41 14.53395(N)    104 21 39.77244(W)     ADJUSTED  
 BB0018* NAVD 88     -       973.495  (meters)    3193.87   (feet)  ADJUSTED  
 BB0018  ___________________________________________________________________
 BB0018  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 BB0018  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BB0018  DYNAMIC HT  -         971.907 (meters)    3188.66  (feet)  COMP
 BB0018  MODELED GRAV-     978,978.7   (mgal)                       NAVD 88
 BB0018
 BB0018  HORZ ORDER  -  SECOND
 BB0018  VERT ORDER  -  FIRST     CLASS II
 BB0018
 BB0018.The horizontal coordinates were established by classical geodetic methods
 BB0018.and adjusted by the National Geodetic Survey in February 1996..
 BB0018
 BB0018.The orthometric height was determined by differential leveling
 BB0018.and adjusted by the National Geodetic Survey in June 1991..
 BB0018.WARNING-Repeat measurements at this control monument indicate possible
 BB0018.vertical movement.
 BB0018
 BB0018.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0018
 BB0018.The geoid height was determined by GEOID03.
 BB0018
 BB0018.The dynamic height is computed by dividing the NAVD 88
 BB0018.geopotential number by the normal gravity value computed on the
 BB0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0018.degrees latitude (g = 980.6199 gals.).
 BB0018
 BB0018.The modeled gravity was interpolated from observed gravity values.
 BB0018
 BB0018;                    North         East     Units Scale Factor Converg.
 BB0018;SPC TXSC     - 4,217,366.744    81,361.665   MT  0.99988210   -2 37 35.2
 BB0018;SPC TXSC     -13,836,477.39    266,934.06   sFT  0.99988210   -2 37 35.2
 BB0018;UTM  13      - 3,284,315.017   561,818.351   MT  0.99964715   +0 18 59.3
 BB0018
 BB0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0018!SPC TXSC     -   0.99985071  x   0.99988210  =   0.99973283
 BB0018!UTM  13      -   0.99985071  x   0.99964715  =   0.99949791
 BB0018
 BB0018:                Primary Azimuth Mark                     Grid Az
 BB0018:SPC TXSC     -  PRESIDIO S BASE                          183 00 16.0
 BB0018:UTM  13      -  PRESIDIO S BASE                          180 03 41.5
 BB0018
 BB0018|---------------------------------------------------------------------|
 BB0018| PID    Reference Object                     Distance      Geod. Az  |
 BB0018|                                                           dddmmss.s |
 BB0018| BB0019 PRESIDIO S BASE                     APPROX. 2.5 KM 1802240.8 |
 BB0018|---------------------------------------------------------------------|
 BB0018
 BB0018                          SUPERSEDED SURVEY CONTROL
 BB0018
 BB0018  NAD 83(1986)-  29 41 14.52548(N)    104 21 39.76885(W) AD(       ) 2
 BB0018  NAD 27      -  29 41 13.88500(N)    104 21 38.03700(W) AD(       ) 2
 BB0018  NGVD 29 (??/??/92)  973.090  (m)         3192.55   (f) ADJ UNCH    1 2
 BB0018
 BB0018.Superseded values are not recommended for survey control.
 BB0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0018.See file dsdata.txt to determine how the superseded data were derived.
 BB0018
 BB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6181884315(NAD 83)
 BB0018_MARKER: DS = TRIANGULATION STATION DISK
 BB0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0018_STAMPING: PRESIDIO BASE A 2 1934
 BB0018_MARK LOGO: CGS   
 BB0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0018+STABILITY: SURFACE MOTION
 BB0018
 BB0018  HISTORY     - Date     Condition        Report By
 BB0018  HISTORY     - 1934     MONUMENTED       CGS
 BB0018  HISTORY     - 1935     GOOD             CGS
 BB0018  HISTORY     - 1958     GOOD             NGS
 BB0018  HISTORY     - 1973     GOOD             LOCENG
 BB0018  HISTORY     - 1981     GOOD             NGS
 BB0018  HISTORY     - 1982     GOOD             NGS
 BB0018
 BB0018                          STATION DESCRIPTION
 BB0018
 BB0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0018'APPROXIMATELY 9.0 MILES NORTH OF PRESIDIO ON THE WEST SIDE OF
 BB0018'U.S. HIGHWAY 67, ABOUT 97 PACES SOUTH OF RIGHT-OF-WAY POST
 BB0018'MARKED 2686+00 AND ABOUT 43 FEET WEST OF THE CENTER LINE OF
 BB0018'U.S. HIGHWAY 67.  SURFACE MARK PROJECTS 4 INCHES.
 BB0018'
 BB0018'TO REACH FROM PRESIDIO, FOLLOW U.S. HIGHWAY 67, 9.2 MILES.
 BB0018'
 BB0018'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BB0018'IN CONCRETE.
 BB0018
 BB0018                          STATION RECOVERY (1935)
 BB0018
 BB0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HEB)
 BB0018'PRESIDIO BASE-A2-1934, A 0.9 FOOT SQUARE CONCRETE POST PROJECTING
 BB0018'4 INCHES.  MARK RECOVERED AS DESCRIBED, NO OTHER MEASUREMENTS
 BB0018'AVAILABLE.
 BB0018
 BB0018                          STATION RECOVERY (1958)
 BB0018
 BB0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0018'8.85 MI N FROM PRESIDIO.
 BB0018'ABOUT 8.85 MILES NORTH ALONG U. S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0018'WITH FARM ROAD 170 AT PRESIDIO, ABOUT 10.5 MILES SOUTHWEST OF THE
 BB0018'BRIDGE OVER CIBOLO CREEK AT SHAFTER, 43 FEET WEST OF THE CENTER LINE
 BB0018'OF THE HIGHWAY, ABOUT MIDWAY BETWEEN 2 CULVERTS, ON THE OUTSIDE  OF A
 BB0018'CURVE WITH TANGENTS SOUTH-SOUTHEAST AND NORTH-NORTHEAST, 1 1/2 FEET
 BB0018'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 BB0018'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BB0018
 BB0018                          STATION RECOVERY (1973)
 BB0018
 BB0018'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RJM)
 BB0018'RECOVERED BY BELL AEROSPACE CO.
 BB0018'
 BB0018'PRESIDIO BASE-A2-GOOD
 BB0018'
 BB0018'STATION RECOVERED AND IS IN GOOD CONDITION.
 BB0018
 BB0018                          STATION RECOVERY (1981)
 BB0018
 BB0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0018'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165) IS
 BB0018'ADEQUATE.  NOTE=THIS IS THE AZIMUTH MARK FOR TRIANGULATION STATION
 BB0018'PRESIDIO SOUTH BASE.
 BB0018
 BB0018                          STATION RECOVERY (1982)
 BB0018
 BB0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 BB0018'THE STATION WAS RECOVERED IN GOOD CONDITION.
 BB0018'THE STATION IS LOCATED ABOUT 14.4 KM (9 MI) NORTH OF PRESIDIO
 BB0018'ALONG THE WEST SIDE OF U.S. HIGHWAY 67.
 BB0018'OWNERSHIP--STATE OF TEXAS,
 BB0018'DISTRICT ENGINEER PRESIDIO COUNTY,
 BB0018'MARFA TX  79843.
 BB0018'
 BB0018'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 BB0018'AND STATE HIGHWAY 170 IN THE EAST EDGE OF PRESIDIO, GO
 BB0018'NORTH ON U.S. HIGHWAY 67 FOR 1.0 KM (0.6 MI) TO THE POST
 BB0018'OFFICE ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 67 FOR
 BB0018'10.8 KM (6.8 MI) TO STATION PRESIDIO SOUTH BASE 1934 ON THE
 BB0018'LEFT.  CONTINUE NORTH ON U.S. HIGHWAY FOR 2.5 KM (1.55 MI)
 BB0018'TO THE STATION ON THE LEFT, ABOUT 30 FEET WEST OF THE WEST
 BB0018'EDGE OF U.S. HIGHWAY 67.
 BB0018'
 BB0018'THE STATION IS A STANDARD CGS DISK
 BB0018'STAMPED---PRESIDIO BASE A2 1934---,
 BB0018'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BB0018'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0018'0.4 METERS (1.4 FT) SOUTH FROM A METAL WITNESS POST AND
 BB0018'12.9 METERS (42.5 FT) WEST FROM THE CENTER OF U.S. HIGHWAY 67.
 BB0018'
 BB0018'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3774 ***********************************************************************
 DH3774  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3774  DESIGNATION -  PRESIDIO CORS ARP
 DH3774  CORS_ID     -  TXPE
 DH3774  PID         -  DH3774
 DH3774  STATE/COUNTY-  TX/PRESIDIO
 DH3774  USGS QUAD   -  PRESIDIO EAST (1979)
 DH3774
 DH3774                         *CURRENT SURVEY CONTROL
 DH3774  ___________________________________________________________________
 DH3774* NAD 83(CORS)-  29 33 31.12133(N)    104 21 26.50837(W)     ADJUSTED  
 DH3774* NAVD 88     -                                                        
 DH3774  ___________________________________________________________________
 DH3774  EPOCH DATE  -        2002.00
 DH3774  X           -  -1,377,027.380 (meters)                     COMP
 DH3774  Y           -  -5,379,784.317 (meters)                     COMP
 DH3774  Z           -   3,128,289.516 (meters)                     COMP
 DH3774  ELLIP HEIGHT-         767.69  (meters)          (06/??/05) GPS OBS
 DH3774  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 DH3774
 DH3774  HORZ ORDER  -  SPECIAL (CORS)
 DH3774  ELLP ORDER  -  SPECIAL (CORS)
 DH3774
 DH3774.ITRF positions are available for this station.
 DH3774.The coordinates were established by GPS observations
 DH3774.and adjusted by the National Geodetic Survey in June 2005..
 DH3774.The coordinates are valid at the epoch date displayed above.
 DH3774.The epoch date for horizontal control is a decimal equivalence
 DH3774.of Year/Month/Day.
 DH3774
 DH3774
 DH3774.The PID for the CORS L1 Phase Center is DH3775.
 DH3774
 DH3774.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3774
 DH3774.The ellipsoidal height was determined by GPS observations
 DH3774.and is referenced to NAD 83.
 DH3774
 DH3774.The geoid height was determined by GEOID03.
 DH3774
 DH3774;                    North         East     Units Scale Factor Converg.
 DH3774;SPC TXSC     - 4,203,098.398    81,064.536   MT  0.99987084   -2 37 28.7
 DH3774;SPC TXSC     -13,789,665.33    265,959.23   sFT  0.99987084   -2 37 28.7
 DH3774
 DH3774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3774!SPC TXSC     -   0.99987944  x   0.99987084  =   0.99975030
 DH3774
 DH3774                          SUPERSEDED SURVEY CONTROL
 DH3774
 DH3774.No superseded survey control is available for this station.
 DH3774
 DH3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6225470053(NAD 83)
 DH3774_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3774
 DH3774                          STATION DESCRIPTION
 DH3774
 DH3774'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3774'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3774'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3774'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3774'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3774'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3775 ***********************************************************************
 DH3775  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3775  DESIGNATION -  PRESIDIO CORS L1 PHASE CENTER
 DH3775  CORS_ID     -  TXPE
 DH3775  PID         -  DH3775
 DH3775  STATE/COUNTY-  TX/PRESIDIO
 DH3775  USGS QUAD   -  PRESIDIO EAST (1979)
 DH3775
 DH3775                         *CURRENT SURVEY CONTROL
 DH3775  ___________________________________________________________________
 DH3775* NAD 83(CORS)-  29 33 31.12134(N)    104 21 26.50835(W)     ADJUSTED  
 DH3775* NAVD 88     -                                                        
 DH3775  ___________________________________________________________________
 DH3775  EPOCH DATE  -        2002.00
 DH3775  X           -  -1,377,027.395 (meters)                     COMP
 DH3775  Y           -  -5,379,784.376 (meters)                     COMP
 DH3775  Z           -   3,128,289.551 (meters)                     COMP
 DH3775  ELLIP HEIGHT-         767.76  (meters)          (06/??/05) GPS OBS
 DH3775  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 DH3775
 DH3775  HORZ ORDER  -  SPECIAL (CORS)
 DH3775  ELLP ORDER  -  SPECIAL (CORS)
 DH3775
 DH3775.ITRF positions are available for this station.
 DH3775.The coordinates were established by GPS observations
 DH3775.and adjusted by the National Geodetic Survey in June 2005..
 DH3775.The coordinates are valid at the epoch date displayed above.
 DH3775.The epoch date for horizontal control is a decimal equivalence
 DH3775.of Year/Month/Day.
 DH3775
 DH3775
 DH3775.The PID for the CORS ARP is DH3774.
 DH3775
 DH3775.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3775
 DH3775.The ellipsoidal height was determined by GPS observations
 DH3775.and is referenced to NAD 83.
 DH3775
 DH3775.The geoid height was determined by GEOID03.
 DH3775
 DH3775;                    North         East     Units Scale Factor Converg.
 DH3775;SPC TXSC     - 4,203,098.399    81,064.536   MT  0.99987084   -2 37 28.7
 DH3775;SPC TXSC     -13,789,665.33    265,959.23   sFT  0.99987084   -2 37 28.7
 DH3775
 DH3775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3775!SPC TXSC     -   0.99987943  x   0.99987084  =   0.99975029
 DH3775
 DH3775                          SUPERSEDED SURVEY CONTROL
 DH3775
 DH3775.No superseded survey control is available for this station.
 DH3775
 DH3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6225470053(NAD 83)
 DH3775_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3775
 DH3775                          STATION DESCRIPTION
 DH3775
 DH3775'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3775'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3775'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3775'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3775'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3775'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0281 ***********************************************************************
 BB0281  DESIGNATION -  PRESIDIO MUN STANDPIPE
 BB0281  PID         -  BB0281
 BB0281  STATE/COUNTY-  TX/PRESIDIO
 BB0281  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0281
 BB0281                         *CURRENT SURVEY CONTROL
 BB0281  ___________________________________________________________________
 BB0281* NAD 83(1993)-  29 34 03.42246(N)    104 21 38.10892(W)     ADJUSTED  
 BB0281* NAVD 88     -                                                        
 BB0281  ___________________________________________________________________
 BB0281  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 BB0281  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BB0281
 BB0281  HORZ ORDER  -  THIRD
 BB0281
 BB0281.The horizontal coordinates were established by classical geodetic methods
 BB0281.and adjusted by the National Geodetic Survey in February 1996..
 BB0281
 BB0281
 BB0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0281
 BB0281.The geoid height was determined by GEOID03.
 BB0281
 BB0281;                    North         East     Units Scale Factor Converg.
 BB0281;SPC TXSC     - 4,204,106.090    80,798.187   MT  0.99987146   -2 37 34.4
 BB0281;SPC TXSC     -13,792,971.40    265,085.39   sFT  0.99987146   -2 37 34.4
 BB0281;UTM  13      - 3,271,045.963   561,936.268   MT  0.99964733   +0 18 55.9
 BB0281
 BB0281                          SUPERSEDED SURVEY CONTROL
 BB0281
 BB0281  NAD 83(1986)-  29 34 03.41397(N)    104 21 38.10545(W) AD(       ) 4
 BB0281  NAD 27      -  29 34 02.75594(N)    104 21 36.37800(W) AD(       ) 3
 BB0281
 BB0281.Superseded values are not recommended for survey control.
 BB0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0281.See file dsdata.txt to determine how the superseded data were derived.
 BB0281
 BB0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6193671046(NAD 83)
 BB0281_MARKER: 52 = STANDPIPE TANK
 BB0281
 BB0281  HISTORY     - Date     Condition        Report By
 BB0281  HISTORY     - 1973     FIRST OBSERVED   NGS
 BB0281  HISTORY     - 19961010 GOOD             USPSQD
 BB0281
 BB0281                          STATION DESCRIPTION
 BB0281
 BB0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0281'THE POINT INTERSECTED WAS THE FINICAL ON THE TOP CENTER OF THE
 BB0281'PRESIDIO MUNICIPAL STANDPIPE.  IT IS LOCATED 1.4 MILES NORTHEAST OF
 BB0281'PRESIDIO, 0.8 MILE EAST OF THE POST OFFICE, INSIDE OF A SMALL
 BB0281'FENCED AREA, AND PAINTED GREEN.  THE STANDPIPE IS 15 FEET SOUTHEAST
 BB0281'OF THE GATE, 60 FEET HIGH, AND 14 FEET IN DIAMETER.
 BB0281
 BB0281                          STATION RECOVERY (1996)
 BB0281
 BB0281'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0014 ***********************************************************************
 BB0014  DESIGNATION -  PRESIDIO N BASE
 BB0014  PID         -  BB0014
 BB0014  STATE/COUNTY-  TX/PRESIDIO
 BB0014  USGS QUAD   -  LA BOQUILLA (1978)
 BB0014
 BB0014                         *CURRENT SURVEY CONTROL
 BB0014  ___________________________________________________________________
 BB0014* NAD 83(1993)-  29 43 29.96475(N)    104 21 05.72372(W)     ADJUSTED  
 BB0014* NAVD 88     -      1072.584  (meters)    3518.97   (feet)  ADJUSTED  
 BB0014  ___________________________________________________________________
 BB0014  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 BB0014  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 BB0014  DYNAMIC HT  -        1070.829 (meters)    3513.21  (feet)  COMP
 BB0014  MODELED GRAV-     978,969.5   (mgal)                       NAVD 88
 BB0014
 BB0014  HORZ ORDER  -  FIRST
 BB0014  VERT ORDER  -  FIRST     CLASS II
 BB0014
 BB0014.The horizontal coordinates were established by classical geodetic methods
 BB0014.and adjusted by the National Geodetic Survey in February 1996..
 BB0014
 BB0014.The orthometric height was determined by differential leveling
 BB0014.and adjusted by the National Geodetic Survey in June 1991..
 BB0014
 BB0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0014
 BB0014.The geoid height was determined by GEOID03.
 BB0014
 BB0014.The dynamic height is computed by dividing the NAVD 88
 BB0014.geopotential number by the normal gravity value computed on the
 BB0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0014.degrees latitude (g = 980.6199 gals.).
 BB0014
 BB0014.The modeled gravity was interpolated from observed gravity values.
 BB0014
 BB0014;                    North         East     Units Scale Factor Converg.
 BB0014;SPC TXSC     - 4,221,490.036    82,466.738   MT  0.99988634   -2 37 18.5
 BB0014;SPC TXSC     -13,850,005.23    270,559.62   sFT  0.99988634   -2 37 18.5
 BB0014;UTM  13      - 3,288,488.624   562,710.047   MT  0.99964852   +0 19 17.5
 BB0014
 BB0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0014!SPC TXSC     -   0.99983513  x   0.99988634  =   0.99972149
 BB0014!UTM  13      -   0.99983513  x   0.99964852  =   0.99948370
 BB0014
 BB0014|---------------------------------------------------------------------|
 BB0014| PID    Reference Object                     Distance      Geod. Az  |
 BB0014|                                                           dddmmss.s |
 BB0014| BB0015 PRESIDIO N BASE RM 1                 10.720 METERS 00542     |
 BB0014| BB0016 PRESIDIO N BASE RM 2                 17.788 METERS 10950     |
 BB0014| BB0017 PRESIDIO BASE A 1                   APPROX. 1.7 KM 2005813.1 |
 BB0014|---------------------------------------------------------------------|
 BB0014
 BB0014                          SUPERSEDED SURVEY CONTROL
 BB0014
 BB0014  NAD 83(1986)-  29 43 29.95646(N)    104 21 05.72051(W) AD(       ) 1
 BB0014  NAD 27      -  29 43 29.32100(N)    104 21 03.98800(W) AD(       ) 1
 BB0014  NGVD 29 (??/??/92) 1072.174  (m)         3517.62   (f) ADJ UNCH    1 2
 BB0014
 BB0014.Superseded values are not recommended for survey control.
 BB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0014.See file dsdata.txt to determine how the superseded data were derived.
 BB0014
 BB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6271088489(NAD 83)
 BB0014_MARKER: DS = TRIANGULATION STATION DISK
 BB0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0014_STAMPING: PRESIDIO N.B. 1934
 BB0014_MARK LOGO: CGS   
 BB0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 BB0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0014+STABILITY: SURFACE MOTION
 BB0014
 BB0014  HISTORY     - Date     Condition        Report By
 BB0014  HISTORY     - 1934     MONUMENTED       CGS
 BB0014  HISTORY     - 1935     GOOD             CGS
 BB0014  HISTORY     - 1958     GOOD             NGS
 BB0014  HISTORY     - 1973     GOOD             ARCO
 BB0014  HISTORY     - 1981     GOOD             NGS
 BB0014  HISTORY     - 1982     GOOD             NGS
 BB0014
 BB0014                          STATION DESCRIPTION
 BB0014
 BB0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0014'ABOUT 12 MILES NORTH OF PRESIDIO, 7 MILES SOUTH-SOUTHWEST OF SHAFTER,
 BB0014'93 FEET EAST OF CENTER LINE OF U.S. HIGHWAY 67.
 BB0014'
 BB0014'TO REACH FROM PRESIDIO POST OFFICE, FOLLOW U.S. HIGHWAY 67 TOWARDS
 BB0014'MARFA 11.8 MILES TO A POINT WHERE HIGHWAY MAKES A LEFT TURN AND
 BB0014'STARTS UP OVER HILLY GROUND, AND STATION ON EAST SIDE OF ROAD.
 BB0014'
 BB0014'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BB0014'DISKS SET IN CONCRETE.
 BB0014'
 BB0014'AZIMUTH MARK IS STATION PRESIDIO BASE-A 1 WHICH IS 47 FEET
 BB0014'WEST OF CENTER LINE OF U.S. HIGHWAY 67, APPROXIMATELY 150 FEET
 BB0014'SOUTH OF A CURVE IN THE HIGHWAY.
 BB0014'
 BB0014'A 12-FOOT STAND WAS USED.
 BB0014
 BB0014                          STATION RECOVERY (1935)
 BB0014
 BB0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HEB)
 BB0014'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 BB0014'
 BB0014'PRESIDIO N.B. 1934, A 1 FOOT SQUARE CONCRETE POST, PROJECTING
 BB0014'ABOUT 5 INCHES.  MARK RECOVERED AS DESCRIBED.
 BB0014'
 BB0014'PRESIDIO N.B. NO. 1 1934, A 1 FOOT SQUARE CONCRETE POST, PROJECTING
 BB0014'ABOUT 10 INCHES.  MARK IS 92 FEET EAST OF CENTER LINE OF
 BB0014'U.S. HIGHWAY 67.
 BB0014'
 BB0014'PRESIDIO N.B. NO. 2, 1 FOOT SQUARE CONCRETE POST, PROJECTING ABOUT
 BB0014'8 INCHES.  MARK IS 149 FEET EAST OF CENTER LINE OF U.S. HIGHWAY
 BB0014'67.  THIS MARK NO. 2 ALSO ESTABLISHED 1934.
 BB0014
 BB0014                          STATION RECOVERY (1958)
 BB0014
 BB0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0014'7.8 MI SW FROM SHAFTER.
 BB0014'ABOUT 7.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE BRIDGE OVER
 BB0014'CIBOLO CREEK AT SHAFTER, 95 FEET EAST OF THE CENTER LINE OF THE
 BB0014'HIGHWAY, 267 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BB0014'4-CHANNEL CONCRETE CULVERT, 210 FEET SOUTH OF THE EAST END OF A WOODEN
 BB0014'GATE, 35.2 FEET SOUTH OF R.M. 1, 58.4 FEET WEST OF R.M. 2, 6 INCHES
 BB0014'EAST OF THE RIGHT OF WAY FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BB0014'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BB0014
 BB0014                          STATION RECOVERY (1973)
 BB0014
 BB0014'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1973 (OWC)
 BB0014'PRESIDIO N. BASE-GOOD
 BB0014'
 BB0014'PRESIDIO R.M. 1-GOOD
 BB0014'
 BB0014'PRESIDIO R.M. 2-GOOD
 BB0014
 BB0014                          STATION RECOVERY (1981)
 BB0014
 BB0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0014'RECOVERED IN GOOD CONDITION.
 BB0014
 BB0014                          STATION RECOVERY (1982)
 BB0014
 BB0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 BB0014'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 BB0014'WERE RECOVERED IN GOOD CONDITION. THE DISTANCE AND DIRECTION TO
 BB0014'THE REFERENCE MARKS CHECKED. A COMPLETE DESCRIPTION FOLLOWS.
 BB0014'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) NORTH OF PRESIDIO AND
 BB0014'11.3 KM (7 MI) SOUTH-SOUTHWEST OF SHAFTER.
 BB0014'OWNERSHIP--STATE OF TEXAS, DISTRICT ENGINEER,
 BB0014'MARFA, TX 79853.
 BB0014'
 BB0014'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 BB0014'AND STATE HIGHWAY 170 AT THE EAST EDGE OF PRESIDIO, GO NORTH
 BB0014'ON U.S. HIGHWAY 67 FOR 1.0 KM (0.6 MI) TO THE POST OFFICE ON
 BB0014'THE LEFT. CONTINUE NORTH ON U.S. HIGHWAY 67 FOR 13.5 KM (8.4 MI)
 BB0014'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE AHEAD, NORTH ON
 BB0014'U.S. HIGHWAY 67 FOR 1.7 KM (1.05 MI) TO THE STATION ON THE RIGHT.
 BB0014'
 BB0014'THE STATION IS A STANDARD CGS DISK
 BB0014'STAMPED---PRESIDIO N.B. 1934---,
 BB0014'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BB0014'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0014'29.0 METERS (95.2 FT) EAST FROM THE CENTER OF HIGHWAY 67 AND
 BB0014'1.05 METERS (3.4 FT) EAST FROM A METAL WITNESS POST.
 BB0014'
 BB0014'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 BB0014'STAMPED---PRESIDIO N.B. NO 1 1934---,
 BB0014'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BB0014'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0014'29.4 METERS (96.5 FT) EAST FROM FROM THE CENTER OF THE HIGHWAY,
 BB0014'10.4 METERS (34.1 FT) NORTH FROM A METAL WITNESS POST AND
 BB0014'2.7 METERS (8.9 FT) WEST-SOUTHWEST FROM A FENCE.
 BB0014'MARK IS ABOVE STATION 0.2 METER.
 BB0014'
 BB0014'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 BB0014'STAMPED---PRESIDIO N.B. NO 2 1934---,
 BB0014'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BB0014'PROJECTING 16 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0014'49 METERS (160 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BB0014'17.9 METERS (58.7 FT) EAST FROM A FENCE AND
 BB0014'18.9 METERS (62 FT) EAST FROM A METAL WITNESS POST.
 BB0014'MARK IS ABOVE STATION 0.3 METER.
 BB0014'
 BB0014'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 BB0014'STAMPED---PRESIDIO BASE A 1 1934---,
 BB0014'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BB0014'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0014'13.0 METERS (42.6 FT) WEST FROM THE CENTER OF A HIGHWAY,
 BB0014'5.3 METERS (16.5 FT) NORTHEAST FROM  A RIGHT OF WAY POST AND
 BB0014'0.63 METER (2.1 FT) SOUTH FROM A METAL WITNESS POST.
 BB0014'
 BB0014'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 3.97 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0015 ***********************************************************************
 BB0015  DESIGNATION -  PRESIDIO N BASE RM 1
 BB0015  PID         -  BB0015
 BB0015  STATE/COUNTY-  TX/PRESIDIO
 BB0015  USGS QUAD   -  LA BOQUILLA (1978)
 BB0015
 BB0015                         *CURRENT SURVEY CONTROL
 BB0015  ___________________________________________________________________
 BB0015* NAD 83(1993)-  29 43 30.31118(N)    104 21 05.68410(W)     ADJUSTED  
 BB0015* NAVD 88     -      1072.982  (meters)    3520.28   (feet)  ADJUSTED  
 BB0015  ___________________________________________________________________
 BB0015  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 BB0015  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 BB0015  DYNAMIC HT  -        1071.226 (meters)    3514.51  (feet)  COMP
 BB0015  MODELED GRAV-     978,969.2   (mgal)                       NAVD 88
 BB0015
 BB0015  HORZ ORDER  -  SECOND
 BB0015  VERT ORDER  -  FIRST     CLASS II
 BB0015
 BB0015.The horizontal coordinates were established by classical geodetic methods
 BB0015.and adjusted by the National Geodetic Survey in February 1996..
 BB0015
 BB0015.The orthometric height was determined by differential leveling
 BB0015.and adjusted by the National Geodetic Survey in June 1991..
 BB0015
 BB0015.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0015
 BB0015.The geoid height was determined by GEOID03.
 BB0015
 BB0015.The dynamic height is computed by dividing the NAVD 88
 BB0015.geopotential number by the normal gravity value computed on the
 BB0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0015.degrees latitude (g = 980.6199 gals.).
 BB0015
 BB0015.The modeled gravity was interpolated from observed gravity values.
 BB0015
 BB0015;                    North         East     Units Scale Factor Converg.
 BB0015;SPC TXSC     - 4,221,500.642    82,468.290   MT  0.99988635   -2 37 18.5
 BB0015;SPC TXSC     -13,850,040.02    270,564.71   sFT  0.99988635   -2 37 18.5
 BB0015;UTM  13      - 3,288,499.293   562,711.052   MT  0.99964852   +0 19 17.5
 BB0015
 BB0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0015!SPC TXSC     -   0.99983506  x   0.99988635  =   0.99972143
 BB0015!UTM  13      -   0.99983506  x   0.99964852  =   0.99948364
 BB0015
 BB0015                          SUPERSEDED SURVEY CONTROL
 BB0015
 BB0015  NAD 83(1986)-  29 43 30.30315(N)    104 21 05.68087(W) AD(       ) 2
 BB0015  NAD 27      -  29 43 29.66744(N)    104 21 03.94837(W) AD(       ) 2
 BB0015  NGVD 29 (??/??/92) 1072.572  (m)         3518.93   (f) ADJ UNCH    1 2
 BB0015
 BB0015.Superseded values are not recommended for survey control.
 BB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0015.See file dsdata.txt to determine how the superseded data were derived.
 BB0015
 BB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6271188499(NAD 83)
 BB0015_MARKER: DR = REFERENCE MARK DISK
 BB0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0015_STAMPING: PRESIDIO N. B. NO. 1 1934
 BB0015_MARK LOGO: CGS   
 BB0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0015+STABILITY: SURFACE MOTION
 BB0015
 BB0015  HISTORY     - Date     Condition        Report By
 BB0015  HISTORY     - 1982     MONUMENTED       NGS
 BB0015  HISTORY     - 1958     GOOD             NGS
 BB0015  HISTORY     - 1981     GOOD             NGS
 BB0015
 BB0015                          STATION DESCRIPTION
 BB0015
 BB0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 BB0015'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) NORTH OF PRESIDIO,
 BB0015'11.3 KM (7 MI) SOUTH-SOUTHWEST OF SHAFTER.
 BB0015'
 BB0015'OWNERSHIP--STATE OF TEXAS, DISTRICT ENGINEER,
 BB0015'MARFA, TX 79853.
 BB0015'
 BB0015'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 BB0015'AND STATE HIGHWAY 170 AT THE EAST EDGE OF PRESIDIO, GO NORTH
 BB0015'ON U.S. HIGHWAY 67 FOR 1.0 KM (0.6 MI) TO THE POST OFFICE ON
 BB0015'THE LEFT. CONTINUE NORTH ON U.S. HIGHWAY 67 FOR 14.2 KM (8.8 MI)
 BB0015'TO THE STATION ON THE RIGHT.
 BB0015'
 BB0015'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 BB0015'STAMPED---PRESIDIO N.B. NO 1 1934---,
 BB0015'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BB0015'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0015'29.4 METERS (96.5 FT) EAST FROM FROM THE CENTER OF THE HIGHWAY,
 BB0015'10.4 METERS (34.1 FT) NORTH FROM A METAL WITNESS POST AND
 BB0015'2.7 METERS (8.9 FT) WEST-SOUTHWEST FROM A FENCE.
 BB0015'
 BB0015'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0 METERS.
 BB0015
 BB0015                          STATION RECOVERY (1958)
 BB0015
 BB0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0015'7.8 MI SW FROM SHAFTER.
 BB0015'ABOUT 7.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE BRIDGE OVER
 BB0015'CIBOLO CREEK AT SHAFTER, 96 FEET EAST OF THE CENTER LINE OF U. S.
 BB0015'HIGHWAY 67, 35.2 FEET NORTH OF PRESIDIO NORTH BASE, 9 FEET WEST OF THE
 BB0015'RIGHT OF WAY FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BB0015'INCHES.
 BB0015
 BB0015                          STATION RECOVERY (1981)
 BB0015
 BB0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0016 ***********************************************************************
 BB0016  DESIGNATION -  PRESIDIO N BASE RM 2
 BB0016  PID         -  BB0016
 BB0016  STATE/COUNTY-  TX/PRESIDIO
 BB0016  USGS QUAD   -  LA BOQUILLA (1978)
 BB0016
 BB0016                         *CURRENT SURVEY CONTROL
 BB0016  ___________________________________________________________________
 BB0016* NAD 83(1993)-  29 43 29.76880(N)    104 21 05.10108(W)     ADJUSTED  
 BB0016* NAVD 88     -      1073.053  (meters)    3520.51   (feet)  ADJUSTED  
 BB0016  ___________________________________________________________________
 BB0016  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 BB0016  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 BB0016  DYNAMIC HT  -        1071.297 (meters)    3514.75  (feet)  COMP
 BB0016  MODELED GRAV-     978,969.5   (mgal)                       NAVD 88
 BB0016
 BB0016  HORZ ORDER  -  SECOND
 BB0016  VERT ORDER  -  FIRST     CLASS II
 BB0016
 BB0016.The horizontal coordinates were established by classical geodetic methods
 BB0016.and adjusted by the National Geodetic Survey in February 1996..
 BB0016
 BB0016.The orthometric height was determined by differential leveling
 BB0016.and adjusted by the National Geodetic Survey in June 1991..
 BB0016
 BB0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0016
 BB0016.The geoid height was determined by GEOID03.
 BB0016
 BB0016.The dynamic height is computed by dividing the NAVD 88
 BB0016.geopotential number by the normal gravity value computed on the
 BB0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0016.degrees latitude (g = 980.6199 gals.).
 BB0016
 BB0016.The modeled gravity was interpolated from observed gravity values.
 BB0016
 BB0016;                    North         East     Units Scale Factor Converg.
 BB0016;SPC TXSC     - 4,221,483.244    82,483.176   MT  0.99988633   -2 37 18.2
 BB0016;SPC TXSC     -13,849,982.94    270,613.55   sFT  0.99988633   -2 37 18.2
 BB0016;UTM  13      - 3,288,482.686   562,726.809   MT  0.99964855   +0 19 17.8
 BB0016
 BB0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0016!SPC TXSC     -   0.99983505  x   0.99988633  =   0.99972140
 BB0016!UTM  13      -   0.99983505  x   0.99964855  =   0.99948366
 BB0016
 BB0016                          SUPERSEDED SURVEY CONTROL
 BB0016
 BB0016  NAD 83(1986)-  29 43 29.76048(N)    104 21 05.09775(W) AD(       ) 2
 BB0016  NAD 27      -  29 43 29.12500(N)    104 21 03.36540(W) AD(       ) 2
 BB0016  NGVD 29 (??/??/92) 1072.643  (m)         3519.16   (f) ADJ UNCH    1 2
 BB0016
 BB0016.Superseded values are not recommended for survey control.
 BB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0016.See file dsdata.txt to determine how the superseded data were derived.
 BB0016
 BB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6272788483(NAD 83)
 BB0016_MARKER: DR = REFERENCE MARK DISK
 BB0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0016_STAMPING: PRESIDIO N. B. NO. 2 1934
 BB0016_MARK LOGO: CGS   
 BB0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0016+STABILITY: SURFACE MOTION
 BB0016
 BB0016  HISTORY     - Date     Condition        Report By
 BB0016  HISTORY     - 1982     MONUMENTED       NGS
 BB0016  HISTORY     - 1958     GOOD             NGS
 BB0016  HISTORY     - 1981     GOOD             NGS
 BB0016
 BB0016                          STATION DESCRIPTION
 BB0016
 BB0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 BB0016'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) NORTH OF PRESIDIO,
 BB0016'11.3 KM (7 MI) SOUTH-SOUTHWEST OF SHAFTER.
 BB0016'OWNERSHIP--STATE OF TEXAS, DISTRICT ENGINEER,
 BB0016'MARFA, TX 79853.
 BB0016'
 BB0016'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 BB0016'AND STATE HIGHWAY 170 AT THE EAST EDGE OF PRESIDIO, GO NORTH
 BB0016'ON U.S. HIGHWAY 67 FOR 1.0 KM (0.6 MI) TO THE POST OFFICE ON
 BB0016'THE LEFT. CONTINUE NORTH ON U.S. HIGHWAY 67 FOR 14.2 KM (8.8 MI)
 BB0016'TO THE STATION ON THE RIGHT.
 BB0016'
 BB0016'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 BB0016'STAMPED---PRESIDIO N.B. NO 2 1934---,
 BB0016'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BB0016'PROJECTING 16 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0016'49 METERS (160 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 BB0016'17.9 METERS (58.7 FT) EAST FROM A FENCE AND
 BB0016'18.9 METERS (62 FT) EAST FROM A METAL WITNESS POST.
 BB0016'
 BB0016'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0 METERS.
 BB0016
 BB0016                          STATION RECOVERY (1958)
 BB0016
 BB0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0016'7.8 MI SW FROM SHAFTER.
 BB0016'ABOUT 7.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE BRIDGE OVER
 BB0016'CIBOLO CREEK AT SHAFTER, 153 FEET EAST OF THE CENTER LINE OF THE
 BB0016'HIGHWAY, 58 1/2 FEET EAST OF THE RIGHT OF WAY FENCE, 58.4 FEET EAST OF
 BB0016'PRESIDIO NORTH BASE, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BB0016'INCHES.
 BB0016
 BB0016                          STATION RECOVERY (1981)
 BB0016
 BB0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0016'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165) IS
 BB0016'ADEQUATE, EXCEPT ADD 17.8 METERS (58.4 FT) EAST-SOUTHEAST
 BB0016'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0019 ***********************************************************************
 BB0019  FBN         -  This is a Federal Base Network Control Station.
 BB0019  DESIGNATION -  PRESIDIO S BASE
 BB0019  PID         -  BB0019
 BB0019  STATE/COUNTY-  TX/PRESIDIO
 BB0019  USGS QUAD   -  LA BOQUILLA (1978)
 BB0019
 BB0019                         *CURRENT SURVEY CONTROL
 BB0019  ___________________________________________________________________
 BB0019* NAD 83(1993)-  29 39 53.01129(N)    104 21 40.38825(W)     ADJUSTED  
 BB0019* NAVD 88     -       943.215  (meters)    3094.53   (feet)  ADJUSTED  
 BB0019  ___________________________________________________________________
 BB0019  X           -  -1,375,981.006 (meters)                     COMP
 BB0019  Y           -  -5,374,190.890 (meters)                     COMP
 BB0019  Z           -   3,138,589.166 (meters)                     COMP
 BB0019  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 BB0019  ELLIP HEIGHT-         920.36  (meters)          (05/01/00) GPS OBS
 BB0019  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BB0019  DYNAMIC HT  -         941.674 (meters)    3089.48  (feet)  COMP
 BB0019  MODELED GRAV-     978,978.3   (mgal)                       NAVD 88
 BB0019
 BB0019  HORZ ORDER  -  B
 BB0019  VERT ORDER  -  FIRST     CLASS II
 BB0019  ELLP ORDER  -  THIRD     CLASS I
 BB0019
 BB0019.The horizontal coordinates were established by GPS observations
 BB0019.and adjusted by the National Geodetic Survey in May 1994..
 BB0019
 BB0019.The orthometric height was determined by differential leveling
 BB0019.and adjusted by the National Geodetic Survey in June 1991..
 BB0019
 BB0019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BB0019
 BB0019.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0019
 BB0019.The ellipsoidal height was determined by GPS observations
 BB0019.and is referenced to NAD 83.
 BB0019
 BB0019.The geoid height was determined by GEOID03.
 BB0019
 BB0019.The dynamic height is computed by dividing the NAVD 88
 BB0019.geopotential number by the normal gravity value computed on the
 BB0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0019.degrees latitude (g = 980.6199 gals.).
 BB0019
 BB0019.The modeled gravity was interpolated from observed gravity values.
 BB0019
 BB0019;                    North         East     Units Scale Factor Converg.
 BB0019;SPC TXSC     - 4,214,860.287    81,230.112   MT  0.99987975   -2 37 35.5
 BB0019;SPC TXSC     -13,828,254.12    266,502.46   sFT  0.99987975   -2 37 35.5
 BB0019;UTM  13      - 3,281,805.699   561,815.651   MT  0.99964715   +0 18 58.2
 BB0019
 BB0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0019!SPC TXSC     -   0.99985547  x   0.99987975  =   0.99973524
 BB0019!UTM  13      -   0.99985547  x   0.99964715  =   0.99950267
 BB0019
 BB0019:                Primary Azimuth Mark                     Grid Az
 BB0019:SPC TXSC     -  PRESIDIO BASE A 2                        003 00 16.0
 BB0019:UTM  13      -  PRESIDIO BASE A 2                        000 03 42.3
 BB0019
 BB0019|---------------------------------------------------------------------|
 BB0019| PID    Reference Object                     Distance      Geod. Az  |
 BB0019|                                                           dddmmss.s |
 BB0019| BB0018 PRESIDIO BASE A 2                   APPROX. 2.5 KM 0002240.5 |
 BB0019| BB0021 PRESIDIO S BASE RM 2                 22.638 METERS 27110     |
 BB0019| BB0020 PRESIDIO S BASE RM 1                 21.926 METERS 35904     |
 BB0019|---------------------------------------------------------------------|
 BB0019
 BB0019                          SUPERSEDED SURVEY CONTROL
 BB0019
 BB0019  ELLIP H (05/09/94)  920.40   (m)                       GP(       ) 4 2
 BB0019  NAD 83(1986)-  29 39 53.00280(N)    104 21 40.38447(W) AD(       ) 1
 BB0019  NAD 27      -  29 39 52.35900(N)    104 21 38.65300(W) AD(       ) 1
 BB0019  NAVD 88 (05/09/94)  943.21   (m)         3094.5    (f) LEVELING    3  
 BB0019  NGVD 29 (??/??/92)  942.814  (m)         3093.22   (f) ADJ UNCH    1 2
 BB0019
 BB0019.Superseded values are not recommended for survey control.
 BB0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0019.See file dsdata.txt to determine how the superseded data were derived.
 BB0019
 BB0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6181681806(NAD 83)
 BB0019_MARKER: DS = TRIANGULATION STATION DISK
 BB0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0019_SP_SET: SQUARE CONCRETE MONUMENT
 BB0019_STAMPING: PRESIDIO S. B. 1934
 BB0019_MARK LOGO: CGS   
 BB0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 BB0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0019+STABILITY: SURFACE MOTION
 BB0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BB0019+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 BB0019
 BB0019  HISTORY     - Date     Condition        Report By
 BB0019  HISTORY     - 1934     MONUMENTED       CGS
 BB0019  HISTORY     - 1934     GOOD             CGS
 BB0019  HISTORY     - 1958     GOOD             NGS
 BB0019  HISTORY     - 1973     GOOD             LOCENG
 BB0019  HISTORY     - 1975     GOOD             NGS
 BB0019  HISTORY     - 1981     GOOD             NGS
 BB0019  HISTORY     - 1982     GOOD             NGS
 BB0019  HISTORY     - 1986     GOOD
 BB0019  HISTORY     - 19930222 GOOD             NGS
 BB0019  HISTORY     - 19980224 GOOD             NGS
 BB0019  HISTORY     - 20020905 GOOD             JCLS
 BB0019
 BB0019                          STATION DESCRIPTION
 BB0019
 BB0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0019'PRESIDIO S.B. 1934, A 0.9 FOOT SQUARE CONCRETE POST PROJECTING ABOUT
 BB0019'3 INCHES.  MARK IS ABOUT 101 FEET WEST OF CENTER LINE OF U.S.
 BB0019'HIGHWAY 67.
 BB0019'
 BB0019'PRESIDIO S. BASE NO. 1 1934, A 0.9 FOOT SQUARE CONCRETE POST
 BB0019'PROJECTING 2-1/2 INCHES.  MARK IS 102 FEET WEST OF CENTER LINE
 BB0019'OF U.S. HIGHWAY 67.
 BB0019'
 BB0019'PRESIDIO S. BASE NO. 2 1934, A 0.9 FOOT SQUARE CONCRETE POST
 BB0019'PROJECTING 3 INCHES.  MARK IS 175 FEET WEST OF CENTER LINE
 BB0019'OF U.S. HIGHWAY 67.
 BB0019'
 BB0019'ALL MARKS FOUND TO BE IN EXCELLENT CONDITION.
 BB0019
 BB0019                          STATION RECOVERY (1934)
 BB0019
 BB0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0019'ABOUT 7 MILES NORTH OF PRESIDIO ON THE WEST SIDE OF U.S. HIGHWAY
 BB0019'67, 50 FEET WEST OF CENTER LINE, 50 FEET NORTH OF CONCRETE
 BB0019'RIGHT-OF-WAY MARKER 2772+00.
 BB0019'
 BB0019'TO REACH FROM PRESIDIO, FOLLOW U.S. HIGHWAY 67 NORTH FOR 7.0
 BB0019'MILES TO TOP OF SMALL RISE ONTO A FLAT, AND STATION.
 BB0019'
 BB0019'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BB0019'BRONZE DISKS SET IN CONCRETE.
 BB0019'
 BB0019'AZIMUTH MARK IS PRESIDIO BASE-A2, WHICH IS AN A STATION ON THE
 BB0019'PRESIDIO BASE.  IT IS NORTH OF THE STATION ON U.S. HIGHWAY
 BB0019'67.
 BB0019
 BB0019                          STATION RECOVERY (1958)
 BB0019
 BB0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0019'7.45 MI N FROM PRESIDIO.
 BB0019'ABOUT 7.45 MILES NORTH ALONG U. S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0019'WITH FARM ROAD 170 AT PRESIDIO, 100 FEET WEST OF THE CENTER LINE OF
 BB0019'THE HIGHWAY, 74.3 FEET EAST OF R.M. 2, 72.0 FEET SOUTH OF R.M. 1, AT
 BB0019'THE TOP OF A HILL SLOPING SOUTH, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 BB0019'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BB0019
 BB0019                          STATION RECOVERY (1973)
 BB0019
 BB0019'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RJM)
 BB0019'RECOVERED BY BELL AEROSPACE CO.
 BB0019'
 BB0019'PRESIDIO S.B. 1934-GOOD
 BB0019'
 BB0019'PRESIDIO S. BASE NO. 1 1934-GOOD
 BB0019'
 BB0019'PRESIDIO S. BASE NO. 2 1934-GOOD
 BB0019'
 BB0019'STATION AND REFERENCE MARKS WERE RECOVERED AND ARE IN GOOD
 BB0019'CONDITION.
 BB0019
 BB0019                          STATION RECOVERY (1975)
 BB0019
 BB0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AJ)
 BB0019'PRESIDIO S.B. 1934, RM 1, RM 2 AND THE AZIMUTH MARK WERE FOUND IN
 BB0019'GOOD CONDITION AS DESCRIBED.
 BB0019'
 BB0019'HOWEVER, IT COULD BE SAID THAT PRESIDIO BASE A2 IS 1.55 MILES NORTH
 BB0019'OF PRESIDIO S.B. 1934 ALONG ROUTE 67.
 BB0019'
 BB0019'THE STATION WAS USED AS THE ANTENNA SITE FOR GEOCEIVER STATION
 BB0019'51053.
 BB0019
 BB0019                          STATION RECOVERY (1981)
 BB0019
 BB0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0019'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165) IS
 BB0019'ADEQUATE, EXCEPT ADD 0.9 METER (3.0 FT) NORTH OF A WITNESS POST.
 BB0019
 BB0019                          STATION RECOVERY (1982)
 BB0019
 BB0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 BB0019'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND PRESIDIO BASE A2
 BB0019'1934 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION
 BB0019'BETWEEN REFERENCE MARKS 1 AND 2 COMPARED FAVORABLY WITH THE 1934
 BB0019'DATA BY H.E.B.  HOWEVER, THE DISTANCE TO REFERENCE MARK 1 WAS
 BB0019'FOUND TO BE SHORTER BY 0.014 METER AND THE DISTANCE TO REFERENCE
 BB0019'MARK 2 WAS FOUND TO BE SHORTER BY 0.012.  A NEW AND COMPLETE
 BB0019'DESCRIPTION FOLLOWS.
 BB0019'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) NORTH OF PRESIDIO,
 BB0019'16.1 KM (10 MI) SOUTH OF SHAFTER AND ALONG U.S. HIGHWAY 67
 BB0019'RIGHT-OF-WAY.
 BB0019'OWNERSHIP--STATE OF TEXAS,
 BB0019'DISTRICT ENGINEER PRESIDIO COUNTY,
 BB0019'MARFA TX  79843.
 BB0019'
 BB0019'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 BB0019'FARM ROAD 170, ON THE EAST SIDE OF PRESIDIO, GO NORTH ON U.S.
 BB0019'HIGHWAY 67 AND FARM ROAD 170 FOR 1.0 KM (0.6 MI) TO A FORK AND
 BB0019'THE POST OFFICE ON THE LEFT.  CONTINUE NORTHERLY ON U.S. HIGHWAY
 BB0019'67 FOR 7.7 KM (4.8 MI) TO THE ENTRANCE TO THE PRESIDIO-LELY
 BB0019'INTERNATIONAL AIRPORT ON THE LEFT.  CONTINUE NORTHERLY ON U.S.
 BB0019'HIGHWAY 67 FOR 3.5 KM (2.2 MI) TO THE TOP OF A SMALL RISE AND
 BB0019'THE STATION ON THE LEFT.
 BB0019'
 BB0019'THE STATION IS A STANDARD CGS DISK
 BB0019'STAMPED---PRESIDIO S.B. 1934---,
 BB0019'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 BB0019'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0019'30.48 METERS (100.0 FT) WEST FROM THE CENTER OF U.S. HIGHWAY 67
 BB0019'AND
 BB0019'0.898 METERS (2.95 FT) NORTH FROM A METAL WITNESS POST.
 BB0019'
 BB0019'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 BB0019'STAMPED---PRESIDIO S.B. NO 1 1934---,
 BB0019'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 BB0019'PROJECTING 19 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0019'30.48 METERS (100.0 FT) WEST FROM THE CENTER OF U.S. HIGHWAY 67
 BB0019'AND
 BB0019'22.86 METERS (75.0 FT) NORTH FROM A METAL WITNESS POST.
 BB0019'MARK IS LEVEL WITH STATION.
 BB0019'
 BB0019'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 BB0019'STAMPED---PRESIDIO S.B. NO 2 1934---,
 BB0019'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 29 CM ON A SIDE
 BB0019'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0019'53.13 METERS (174.3 FT) WEST FROM THE CENTER OF U.S. HIGHWAY 67,
 BB0019'22.77 METERS (74.7 FT) WEST FROM A METAL WITNESS POST AND
 BB0019'8.23 METERS (27.00 FT) EAST FROM THE CENTER OF A DIM TRACK ROAD.
 BB0019'MARK IS LEVEL WITH STATION.
 BB0019'
 BB0019'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS STATION MARK DISK
 BB0019'STAMPED---PRESIDIO BASE A2 1934---,
 BB0019'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 33 CM ON A SIDE
 BB0019'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0019'12.95 METERS (42.5 FT) NORTH FROM THE CENTER OF U.S. HIGHWAY 67
 BB0019'AND
 BB0019'0.43 METERS (1.4 FT) SOUTH FROM A METAL WITNESS POST.
 BB0019'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ON
 BB0019'U.S. HIGHWAY 67 FOR 2.5 KM (1.55 MI) TO THE STATION ON
 BB0019'THE LEFT.
 BB0019'
 BB0019'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 BB0019'
 BB0019'A SHORT TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK 1 AND
 BB0019'REFERNCE MARK 2, USING STANDARDIZED 30 METER TAPES.
 BB0019
 BB0019                          STATION RECOVERY (1986)
 BB0019
 BB0019'RECOVERED 1986
 BB0019'RECOVERED IN GOOD CONDITION.
 BB0019
 BB0019                          STATION RECOVERY (1993)
 BB0019
 BB0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BB0019'STATION MARK IS LOCATED ABOUT 12 KM (7.45 MI) NORTH OF PRESIDIO, ALONG
 BB0019'U.S. HIGHWAY 67, NEAR THE SOUTH END OF A BENCH WHERE HIGHWAY SLOPES
 BB0019'TO THE SOUTH AT ROAD CUT, AT THE RIGHT-OF-WAY EDGE, AT MILE 986.1, ON
 BB0019'A 3 METER (9.8 FT) HIGH CUTBANK.  OWNERSHIP--TEXAS DEPARTMENT OF
 BB0019'TRANSPORTATION.
 BB0019'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND 67 BUSINESS NEAR
 BB0019'THE SOUTH END OF THE BRIDGE OVER CIBOLO CREEK (2 KM NORTHWEST OF
 BB0019'PRESIDIO), GO NORTH ON HIGHWAY 67 FOR 7.50 KM (4.65 MI) TO THE
 BB0019'ENTRANCE TO THE PRESIDIO-LELY INTERNATIONAL AIRPORT ON THE LEFT.
 BB0019'CONTINUE AHEAD FOR 3.65 KM (2.25 MI) TO NORTH END OF ROAD CUT.  TURN
 BB0019'DOUBLE LEFT AND RETURN ON TOP OF THE CUTBANK ALONG THE WEST SIDE OF
 BB0019'THE CUT FOR 0.14 KM (0.10 MI) TO THE STATION.
 BB0019'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 BB0019'PROJECTING 10 CM ABOVE GROUND.  IT IS ABOUT 80.0 M (262.5 FT) NORTH
 BB0019'OF THE SOUTH END OF THE BENCH, 30.4 M (99.7 FT) WEST OF AND 2.0 M
 BB0019'(6.6 FT) HIGHER THAN THE HIGHWAY CENTER, 13.7 M (44.9 FT) WEST OF THE
 BB0019'CUTBANK EDGE, 35.2 M (115.5 FT) SOUTH OF A UTILITY POLE, 24.9 M
 BB0019'(81.7 FT) NORTH OF A CONCRETE RIGHT-OF-WAY POST AND 0.9 M (3.0 FT)
 BB0019'NORTH OF A METAL WITNESS POST.
 BB0019
 BB0019                          STATION RECOVERY (1998)
 BB0019
 BB0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BB0019'RECOVERED AS DESCRIBED WITH 3 ADDITIONS.  BY R.G. HAYES 22.7 M (74.5
 BB0019'FT) EAST OF REFERENCE MARK -PRESIDIO S.B. NO. 2 1934, 21.9 M (71.9 FT)
 BB0019'SOUTH OF REFERENCE MARK -PRESIDIO S.B. NO. 1 1934, 6.0 M (19.7 FT)
 BB0019'NORTH-NORTHEAST OF A METAL FENCE POST.
 BB0019
 BB0019                          STATION RECOVERY (2002)
 BB0019
 BB0019'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 BB0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0020 ***********************************************************************
 BB0020  DESIGNATION -  PRESIDIO S BASE RM 1
 BB0020  PID         -  BB0020
 BB0020  STATE/COUNTY-  TX/PRESIDIO
 BB0020  USGS QUAD   -  LA BOQUILLA (1978)
 BB0020
 BB0020                         *CURRENT SURVEY CONTROL
 BB0020  ___________________________________________________________________
 BB0020* NAD 83(1993)-  29 39 53.72330(N)    104 21 40.40153(W)     ADJUSTED  
 BB0020* NAVD 88     -       943.475  (meters)    3095.38   (feet)  ADJUSTED  
 BB0020  ___________________________________________________________________
 BB0020  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 BB0020  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 BB0020  DYNAMIC HT  -         941.934 (meters)    3090.33  (feet)  COMP
 BB0020  MODELED GRAV-     978,978.2   (mgal)                       NAVD 88
 BB0020
 BB0020  HORZ ORDER  -  SECOND
 BB0020  VERT ORDER  -  FIRST     CLASS II
 BB0020
 BB0020.The horizontal coordinates were established by classical geodetic methods
 BB0020.and adjusted by the National Geodetic Survey in February 1996..
 BB0020
 BB0020.The orthometric height was determined by differential leveling
 BB0020.and adjusted by the National Geodetic Survey in June 1991..
 BB0020
 BB0020.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0020
 BB0020.The geoid height was determined by GEOID03.
 BB0020
 BB0020.The dynamic height is computed by dividing the NAVD 88
 BB0020.geopotential number by the normal gravity value computed on the
 BB0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0020.degrees latitude (g = 980.6199 gals.).
 BB0020
 BB0020.The modeled gravity was interpolated from observed gravity values.
 BB0020
 BB0020;                    North         East     Units Scale Factor Converg.
 BB0020;SPC TXSC     - 4,214,882.201    81,230.760   MT  0.99987977   -2 37 35.5
 BB0020;SPC TXSC     -13,828,326.02    266,504.59   sFT  0.99987977   -2 37 35.5
 BB0020;UTM  13      - 3,281,827.612   561,815.173   MT  0.99964715   +0 18 58.2
 BB0020
 BB0020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0020!SPC TXSC     -   0.99985543  x   0.99987977  =   0.99973522
 BB0020!UTM  13      -   0.99985543  x   0.99964715  =   0.99950263
 BB0020
 BB0020                          SUPERSEDED SURVEY CONTROL
 BB0020
 BB0020  NAD 83(1986)-  29 39 53.71497(N)    104 21 40.39775(W) AD(       ) 2
 BB0020  NAD 27      -  29 39 53.07103(N)    104 21 38.66626(W) AD(       ) 2
 BB0020  NGVD 29 (??/??/92)  943.074  (m)         3094.07   (f) ADJ UNCH    1 2
 BB0020
 BB0020.Superseded values are not recommended for survey control.
 BB0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0020.See file dsdata.txt to determine how the superseded data were derived.
 BB0020
 BB0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6181581828(NAD 83)
 BB0020_MARKER: DR = REFERENCE MARK DISK
 BB0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0020_STAMPING: PRESIDIO S. B. NO. 1 1934
 BB0020_MARK LOGO: CGS   
 BB0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0020+STABILITY: SURFACE MOTION
 BB0020
 BB0020  HISTORY     - Date     Condition        Report By
 BB0020  HISTORY     - 1982     MONUMENTED       NGS
 BB0020  HISTORY     - 1958     GOOD             NGS
 BB0020  HISTORY     - 1981     GOOD             NGS
 BB0020
 BB0020                          STATION DESCRIPTION
 BB0020
 BB0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 BB0020'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) NORTH OF PRESIDIO,
 BB0020'16.1 KM (10 MI) SOUTH OF SHAFTER AND ALONG THE U.S. HIGHWAY
 BB0020'67 RIGHT-OF-WAY.
 BB0020'OWNERSHIP--STATE OF TEXAS, DISTRICT ENGINEER,
 BB0020'MARFA, TX 79853.
 BB0020'
 BB0020'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 BB0020'FARM ROAD 170, ON THE EAST SIDE OF PRESIDIO, GO NORTH ON U.S.
 BB0020'HIGHWAY 67 AND FARM ROAD 170 FOR 1 KM (0.6 MI) TO A FORK AND
 BB0020'THE POST OFFICE ON THE LEFT.  CONTINUE NORTHERLY ON U.S.
 BB0020'HIGHWAY 67 FOR 7.7 KM (4.8 MI) TO THE ENTRANCE OF THE
 BB0020'PRESIDIO-LELY INTERNATIOAL AIRPORT ON THE LEFT.  CONTINUE
 BB0020'NORTHERLY ON U.S. HIGHWAY 67 FOR 3.5 KM (2.2 MI) TO THE TOP
 BB0020'OF A SMALL RISE AND THE STATION ON THE LEFT.
 BB0020'
 BB0020'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 BB0020'STAMPED---PRESIDIO S.B. NO 1 1934---,
 BB0020'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 BB0020'PROJECTING 19 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0020'30.48 METERS (100.0 FT) WEST FROM THE CENTER OF U.S. HIGHWAY 67
 BB0020'AND
 BB0020'22.86 METERS (75.0 FT) NORTH FROM A METAL WITNESS POST.
 BB0020'
 BB0020'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 BB0020
 BB0020                          STATION RECOVERY (1958)
 BB0020
 BB0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0020'7.45 MI N FROM PRESIDIO.
 BB0020'ABOUT 7.45 MILES NORTH ALONG U. S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0020'WITH FARM ROAD 170, 100 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BB0020'72.0 FEET NORTH OF PRESIDIO SOUTH BASE, 101 FEET NORTHEAST OF R. M. 2,
 BB0020'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BB0020'CONCRETE POST PROJECTING 7 INCHES.
 BB0020
 BB0020                          STATION RECOVERY (1981)
 BB0020
 BB0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0020'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165) IS
 BB0020'ADEQUATE, EXCEPT ADD 21.9 METERS (71.9 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0021 ***********************************************************************
 BB0021  DESIGNATION -  PRESIDIO S BASE RM 2
 BB0021  PID         -  BB0021
 BB0021  STATE/COUNTY-  TX/PRESIDIO
 BB0021  USGS QUAD   -  LA BOQUILLA (1978)
 BB0021
 BB0021                         *CURRENT SURVEY CONTROL
 BB0021  ___________________________________________________________________
 BB0021* NAD 83(1993)-  29 39 53.02630(N)    104 21 41.22991(W)     ADJUSTED  
 BB0021* NAVD 88     -       943.079  (meters)    3094.09   (feet)  ADJUSTED  
 BB0021  ___________________________________________________________________
 BB0021  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 BB0021  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BB0021  DYNAMIC HT  -         941.538 (meters)    3089.03  (feet)  COMP
 BB0021  MODELED GRAV-     978,978.1   (mgal)                       NAVD 88
 BB0021
 BB0021  HORZ ORDER  -  SECOND
 BB0021  VERT ORDER  -  FIRST     CLASS II
 BB0021
 BB0021.The horizontal coordinates were established by classical geodetic methods
 BB0021.and adjusted by the National Geodetic Survey in February 1996..
 BB0021
 BB0021.The orthometric height was determined by differential leveling
 BB0021.and adjusted by the National Geodetic Survey in June 1991..
 BB0021
 BB0021.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0021
 BB0021.The geoid height was determined by GEOID03.
 BB0021
 BB0021.The dynamic height is computed by dividing the NAVD 88
 BB0021.geopotential number by the normal gravity value computed on the
 BB0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0021.degrees latitude (g = 980.6199 gals.).
 BB0021
 BB0021.The modeled gravity was interpolated from observed gravity values.
 BB0021
 BB0021;                    North         East     Units Scale Factor Converg.
 BB0021;SPC TXSC     - 4,214,861.786    81,207.527   MT  0.99987975   -2 37 35.9
 BB0021;SPC TXSC     -13,828,259.04    266,428.36   sFT  0.99987975   -2 37 35.9
 BB0021;UTM  13      - 3,281,806.036   561,793.024   MT  0.99964711   +0 18 57.8
 BB0021
 BB0021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0021!SPC TXSC     -   0.99985549  x   0.99987975  =   0.99973526
 BB0021!UTM  13      -   0.99985549  x   0.99964711  =   0.99950266
 BB0021
 BB0021                          SUPERSEDED SURVEY CONTROL
 BB0021
 BB0021  NAD 83(1986)-  29 39 53.01781(N)    104 21 41.22622(W) AD(       ) 2
 BB0021  NAD 27      -  29 39 52.37401(N)    104 21 39.49464(W) AD(       ) 2
 BB0021  NGVD 29 (??/??/92)  942.680  (m)         3092.78   (f) ADJ UNCH    1 2
 BB0021
 BB0021.Superseded values are not recommended for survey control.
 BB0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0021.See file dsdata.txt to determine how the superseded data were derived.
 BB0021
 BB0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6179381806(NAD 83)
 BB0021_MARKER: DR = REFERENCE MARK DISK
 BB0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0021_STAMPING: PRESIDIO S. B. NO. 2 1934
 BB0021_MARK LOGO: CGS   
 BB0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0021+STABILITY: SURFACE MOTION
 BB0021
 BB0021  HISTORY     - Date     Condition        Report By
 BB0021  HISTORY     - 1982     MONUMENTED       NGS
 BB0021  HISTORY     - 1958     GOOD             NGS
 BB0021  HISTORY     - 1981     GOOD             NGS
 BB0021
 BB0021                          STATION DESCRIPTION
 BB0021
 BB0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 BB0021'THE STATION IS LOCATED ABOUT 16.1 KM (10. MI) NORTH OF
 BB0021'PRESIDIO, 16.1 KM (10 MI) SOUTH OF SHAFTER AND ALONG THE
 BB0021'U.S. HIGHWAY 67 RIGHT-OF-WAY.
 BB0021'OWNERSHIP--STATE OF TEXAS, DISTRICT ENGINEER,
 BB0021'MARFA, TX 79853.
 BB0021'
 BB0021'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 BB0021'FARM ROAD 170, ON THE EAST SIDE OF PRESIDIO, GO NORTH ON U.S.
 BB0021'HIGHWAY 67 AND FARM ROAD 170 FOR 1.0 KM (0.6 MI) TO A FORK
 BB0021'AND THE POST OFFICE ON THE LEFT.  CONTINUE NORTHERLY ON U.S.
 BB0021'HIGHWAY 67 FOR 7.7 KM (4.8 MI) TO THE ENTRANCE OF THE
 BB0021'PRESIDIO-LELY INTERNATIONAL AIRPORT ON THE LEFT.  CONTINUE
 BB0021'NORTHERLY ON U.S. HIGHWAY 67 FOR 3.5 KM (2.2 MI) TO THE TOP
 BB0021'OF A SMALL RISE AND THE STATION ON THE LEFT.
 BB0021'
 BB0021'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 BB0021'STAMPED---PRESIDIO S.B. NO 2 1934---,
 BB0021'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 29 CM ON A SIDE
 BB0021'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 BB0021'53.13 METERS (174.3 FT) WEST FROM THE CENTER OF U.S. HIGHWAY 67,
 BB0021'22.77 METERS (74.7 FT) WEST FROM A WITNESS POST AND
 BB0021'8.23 METERS (27.0 FT) EAST FROM THE CENTER OF A DIM TRACK ROAD.
 BB0021'
 BB0021'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 BB0021
 BB0021                          STATION RECOVERY (1958)
 BB0021
 BB0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0021'7.45 MI N FROM PRESIDIO.
 BB0021'ABOUT 7.45 MILES NORTH ALONG U. S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0021'WITH FARM ROAD 170 AT PRESIDIO, 174 1/2 FEET WEST OF THE CENTER LINE
 BB0021'OF THE HIGHWAY, 74.3 FEET WEST OF PRESIDIO SOUTH BASE, 101 FEET
 BB0021'SOUTHWEST OF R.M. 1, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BB0021'INCHES.
 BB0021
 BB0021                          STATION RECOVERY (1981)
 BB0021
 BB0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0021'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165) IS
 BB0021'ADEQUATE, EXCEPT ADD 22.8 METERS (74.8 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1206 ***********************************************************************
 DN1206  DESIGNATION -  PRESTON
 DN1206  PID         -  DN1206
 DN1206  STATE/COUNTY-  TX/GRAYSON
 DN1206  USGS QUAD   -  KINGSTON SOUTH (1982)
 DN1206
 DN1206                         *CURRENT SURVEY CONTROL
 DN1206  ___________________________________________________________________
 DN1206* NAD 83(1993)-  33 52 56.98133(N)    096 38 02.33258(W)     ADJUSTED  
 DN1206* NAVD 88     -       207.76   (+/-2cm)     681.6    (feet)  VERTCON   
 DN1206  ___________________________________________________________________
 DN1206  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DN1206  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DN1206
 DN1206  HORZ ORDER  -  SECOND
 DN1206  VERT ORDER  -  THIRD ? (See Below)
 DN1206
 DN1206.The horizontal coordinates were established by classical geodetic methods
 DN1206.and adjusted by the National Geodetic Survey in February 1996..
 DN1206
 DN1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1206.The vertical order pertains to the NGVD 29 superseded value.
 DN1206
 DN1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1206
 DN1206.The geoid height was determined by GEOID03.
 DN1206
 DN1206;                    North         East     Units Scale Factor Converg.
 DN1206;SPC TXNC     - 2,247,256.308   772,615.808   MT  0.99997761   +1 01 03.8
 DN1206;SPC TXNC     - 7,372,873.40  2,534,823.70   sFT  0.99997761   +1 01 03.8
 DN1206;SPC OK S     -    61,770.609   726,370.306   MT  1.00001038   +0 46 31.4
 DN1206;SPC OK S     -   202,659.07  2,383,099.91   sFT  1.00001038   +0 46 31.4
 DN1206;UTM  14      - 3,751,647.013   718,820.819   MT  1.00019031   +1 19 10.4
 DN1206
 DN1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1206!SPC TXNC     -   0.99997153  x   0.99997761  =   0.99994914
 DN1206!SPC OK S     -   0.99997153  x   1.00001038  =   0.99998191
 DN1206!UTM  14      -   0.99997153  x   1.00019031  =   1.00016184
 DN1206
 DN1206|---------------------------------------------------------------------|
 DN1206| PID    Reference Object                     Distance      Geod. Az  |
 DN1206|                                                           dddmmss.s |
 DN1206| DN1205 9A 35 USE 1955                       28.861 METERS 08913     |
 DN1206| CY2910 PRESTON AZ MK                                      2740121.2 |
 DN1206| DN1210 USE MARK NEAR PRESTON 1955           31.963 METERS 32220     |
 DN1206|---------------------------------------------------------------------|
 DN1206
 DN1206                          SUPERSEDED SURVEY CONTROL
 DN1206
 DN1206  NAD 83(1993)-  33 52 56.98163(N)    096 38 02.33259(W) AD(       ) 2
 DN1206  NAD 83(1986)-  33 52 56.98661(N)    096 38 02.32442(W) AD(       ) 2
 DN1206  NAD 27      -  33 52 56.62020(N)    096 38 01.33990(W) AD(       ) 2
 DN1206  NGVD 29 (07/19/86)  207.74   (m)          681.6    (f) LEVELING    3  
 DN1206
 DN1206.Superseded values are not recommended for survey control.
 DN1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1206.See file dsdata.txt to determine how the superseded data were derived.
 DN1206
 DN1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1882151647(NAD 83)
 DN1206_MARKER: DS = TRIANGULATION STATION DISK
 DN1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1206
 DN1206  HISTORY     - Date     Condition        Report By
 DN1206  HISTORY     - 1955     MONUMENTED       CGS
 DN1206  HISTORY     - 1957     GOOD             CGS
 DN1206  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1206
 DN1206                          STATION DESCRIPTION
 DN1206
 DN1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1206'THE STATION IS LOCATED AIRLINE, ABOUT 9 MILES NORTH OF POTTSBORO
 DN1206'AND ABOUT 10 MILES NORTH-NORTHWEST OF DENISON ON THE NORTHEAST
 DN1206'END OF A PENINSULA WHICH RUNS NORTHEASTERLY INTO LAKE TEXOMA.
 DN1206'
 DN1206'THE STATION IS A STANDARD DISK STAMPED PRESTON 1955 SET
 DN1206'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1206'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 34 FEET NORTH OF
 DN1206'A WHITE WITNESS POST, 55 FEET WEST OF THE HOLLAND COFFEE
 DN1206'TRADING POST MONUMENT, 40 FEET SOUTH OF THE CENTER LINE OF
 DN1206'A DIRT ROAD, 36 FEET NORTH OF THE NORTH EDGE OF A CEMETERY
 DN1206'AND ABOUT 0.3 MILE WEST OF THE WEST EDGE OF LAKE TEXOMA.
 DN1206'
 DN1206'THE USED MARK (R.M. 1) IS A BRONZE TABLET STAMPED SR 3 S-5.11990
 DN1206'680680 SET IN TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 DN1206'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT THE
 DN1206'SAME ELEVATION AS THE STATION.  IT IS 13 FEET SOUTHEAST OF
 DN1206'THE SOUTHEAST CORNER OF THE OBSERVATION TOWER AND 30 FEET
 DN1206'NORTH OF THE CENTER LINE OF THE DIRT ROAD.
 DN1206'
 DN1206'THE USED MARK (R.M. 2) IS A BRONZE TABLET STAMPED TULSA
 DN1206'SHEET 9 A-35 1948 SET IN TOP OF A 6-INCH SQUARE CONCRETE
 DN1206'MONUMENT WHICH PROJECTS ABOUT 18 INCHES ABOVE THE GROUND
 DN1206'AND IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS 41 FEET
 DN1206'SOUTH OF THE CENTER LINE OF A DIRT ROAD.
 DN1206'
 DN1206'THE USED MARK (R.M. 3) IS A BRONZE CAP PINNED TO THE TOP
 DN1206'OF A 4-INCH IRON PIPE WHICH PROJECTS ABOUT 18 INCHES ABOVE
 DN1206'THE GROUND.  THE STAMPING IS NO LONGER LEGIBLE.  IT IS ABOUT
 DN1206'THE SAME ELEVATION AS THE STATION.  IT IS 4 FEET EAST OF
 DN1206'THE EAST WALL OF THE PRESTON COURT OFFICE BUILDING AND 42
 DN1206'FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD.
 DN1206'
 DN1206'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PRESTON 1955
 DN1206'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1206'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 3 FEET SOUTH OF AN
 DN1206'EAST-WEST FENCE LINE, 20 FEET EAST-SOUTHEAST OF A T-FENCE
 DN1206'CORNER AND 24 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD.
 DN1206'
 DN1206'THE MILLER OBSERVATION TOWER IS OF STEEL CONSTRUCTION WITH
 DN1206'A 19 FOOT SQUARE BASE AND IS 92 FEET HIGH.  THE CENTER OF
 DN1206'THE TOWER WAS THE POINT OF INTERSECTION.
 DN1206'
 DN1206'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 131 AND
 DN1206'FARM ROAD 120 IN POTTSBORO, GO NORTH ON FARM ROAD 120 FOR
 DN1206'2.9 MILES TO THE ALLEN GROCERY STORE IN FINK.  CONTINUE
 DN1206'NORTH ON FARM ROAD 120 FOR 2.1 MILES TO A T-ROAD.  TURN
 DN1206'RIGHT AND GO EAST AND THEN NORTHERLY FOR 4.3 MILES TO A
 DN1206'T-ROAD.  TURN RIGHT AND GO EAST FOR 0.15 MILE TO A T-FENCE
 DN1206'CORNER ON THE LEFT, NORTH SIDE AND THE AZIMUTH MARK.  CONTINUE
 DN1206'EAST FOR 0.6 MILE TO A WHITE WITNESS POST ON THE RIGHT, SOUTH
 DN1206'SIDE AND THE STATION.
 DN1206
 DN1206                          STATION RECOVERY (1957)
 DN1206
 DN1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1206'STATION, REFERENCE MARKS NO. 1, 2, AND 3 AND THE AZIMUTH
 DN1206'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTION
 DN1206'CHANGES FOR PROCEEDING TO STATION SITE ARE--
 DN1206'
 DN1206'TO REACH THE STATION FROM THE JUNCTION OF F.M. 131 AND F.M.
 DN1206'120 IN POTTSBORO, GO NORTH ON F.M. 120, 7.2 MILES TO END OF
 DN1206'F.M. 120.  THEN BEAR RIGHT, NORTHERLY 2.1 MILES ON GRAVEL ROAD
 DN1206'TO NORTH-SOUTH T-ROAD.  TURN RIGHT, EAST AND GO 0.15 MILE TO A
 DN1206'T-FENCE CORNER ON THE LEFT, NORTH SIDE AND THE AZIMUTH MARK.
 DN1206'CONTINUE EAST FOR 0.6 MILE TO A WHITE WITNESS POST AND STATION
 DN1206'ON THE RIGHT, SOUTH SIDE.
 DN1206
 DN1206                          STATION RECOVERY (1995)
 DN1206
 DN1206'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0907 ***********************************************************************
 BM0907  DESIGNATION -  PRESTON ET
 BM0907  PID         -  BM0907
 BM0907  STATE/COUNTY-  TX/TRAVIS
 BM0907  USGS QUAD   -  CREEDMOOR (1994)
 BM0907
 BM0907                         *CURRENT SURVEY CONTROL
 BM0907  ___________________________________________________________________
 BM0907* NAD 83(1993)-  30 03 52.77339(N)    097 40 54.15538(W)     ADJUSTED  
 BM0907* NAVD 88     -       211.2    (meters)     693.     (feet)  VERTCON   
 BM0907  ___________________________________________________________________
 BM0907  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BM0907  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0907
 BM0907  HORZ ORDER  -  THIRD
 BM0907
 BM0907.The horizontal coordinates were established by classical geodetic methods
 BM0907.and adjusted by the National Geodetic Survey in February 1996..
 BM0907
 BM0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0907
 BM0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0907
 BM0907.The geoid height was determined by GEOID03.
 BM0907
 BM0907;                    North         East     Units Scale Factor Converg.
 BM0907;SPC TX C     - 3,047,168.188   955,658.710   MT  1.00001429   +1 21 56.7
 BM0907;SPC TX C     - 9,997,250.96  3,135,356.95   sFT  1.00001429   +1 21 56.7
 BM0907;SPC TXSC     - 4,248,012.627   727,104.584   MT  0.99994415   +0 38 45.0
 BM0907;SPC TXSC     -13,937,021.43  2,385,508.96   sFT  0.99994415   +0 38 45.0
 BM0907;UTM  14      - 3,326,682.587   627,069.156   MT  0.99979921   +0 39 37.9
 BM0907
 BM0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0907!SPC TX C     -   0.99997092  x   1.00001429  =   0.99998521
 BM0907!SPC TXSC     -   0.99997092  x   0.99994415  =   0.99991507
 BM0907!UTM  14      -   0.99997092  x   0.99979921  =   0.99977014
 BM0907
 BM0907:                Primary Azimuth Mark                     Grid Az
 BM0907:SPC TX C     -  MENDOZA ET                               182 12 01.1
 BM0907:SPC TXSC     -  MENDOZA ET                               182 55 12.8
 BM0907:UTM  14      -  MENDOZA ET                               182 54 19.9
 BM0907
 BM0907|---------------------------------------------------------------------|
 BM0907| PID    Reference Object                     Distance      Geod. Az  |
 BM0907|                                                           dddmmss.s |
 BM0907| BM0908 MENDOZA ET                          APPROX. 6.9 KM 1833357.8 |
 BM0907|---------------------------------------------------------------------|
 BM0907
 BM0907                          SUPERSEDED SURVEY CONTROL
 BM0907
 BM0907  NAD 83(1986)-  30 03 52.79101(N)    097 40 54.13767(W) AD(       ) 3
 BM0907  NAD 27      -  30 03 52.01496(N)    097 40 53.13128(W) AD(       ) 3
 BM0907  NGVD 29 (07/19/86)  211.1    (m)          693.     (f) VERT ANG       
 BM0907
 BM0907.Superseded values are not recommended for survey control.
 BM0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0907.See file dsdata.txt to determine how the superseded data were derived.
 BM0907
 BM0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2706926683(NAD 83)
 BM0907
 BM0907  HISTORY     - Date     Condition        Report By
 BM0907  HISTORY     - UNK      MONUMENTED
 BM0907  HISTORY     - 1963     MARK NOT FOUND   USGS
 BM0907
 BM0907                          STATION DESCRIPTION
 BM0907
 BM0907'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BM0907'STATION LOCATED 10.0 MI. S. OF BERGSTOM AIR FORCE BASE, 4.0 MI. N. OF
 BM0907'MENDOZA, AND 1.0 MI. E. OF U.S. HIGHWAY 183, ON THE PRESTON LAWS
 BM0907'FARMSTEAD.
 BM0907'
 BM0907'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 183 AND STATE ROAD NO.
 BM0907'21 (A MI. N. OF MENDOZA), DRIVE N. ON U.S. 183 1.8 MI. TO A GRAVELED
 BM0907'RD. NE., THENCE NE. 1.3 MI. TO MAILBOX OF PRESTON LAWS ON LEFT, THENCE
 BM0907'LEFT THROUGH IRON GATE AND DRIVE 0.15 MI. TO STATION SITE ON RIGHT.
 BM0907'STATION ABOUT 100 YDS. E. OF FARM HOUSE (PRESTON LAWS) AND 14 FT. N.
 BM0907'OF PRIVATE RD. CENTERLINE STATION IS PROBABLY 20 PACES NE. OF SITE
 BM0907'OF USGS STATION ---LAWS, 1954---, WHICH WAS SEARCHED FOR BUT NOT
 BM0907'FOUND.  MESQUITE HAS BEEN CLEARED AND STATION ---LAWS--- WAS PROBABLY
 BM0907'DESTROYED.
 BM0907'
 BM0907'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2828 ***********************************************************************
 CS2828  DESIGNATION -  PRESTON HOLLOW LARGE MUNICIPAL TANK
 CS2828  PID         -  CS2828
 CS2828  STATE/COUNTY-  TX/DALLAS
 CS2828  USGS QUAD   -  ADDISON (1981)
 CS2828
 CS2828                         *CURRENT SURVEY CONTROL
 CS2828  ___________________________________________________________________
 CS2828* NAD 83(1993)-  32 53 02.53622(N)    096 47 36.79173(W)     ADJUSTED  
 CS2828* NAVD 88     -                                                        
 CS2828  ___________________________________________________________________
 CS2828  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 CS2828  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CS2828
 CS2828  HORZ ORDER  -  THIRD
 CS2828
 CS2828.The horizontal coordinates were established by classical geodetic methods
 CS2828.and adjusted by the National Geodetic Survey in February 1996..
 CS2828
 CS2828
 CS2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2828
 CS2828.The geoid height was determined by GEOID03.
 CS2828
 CS2828;                    North         East     Units Scale Factor Converg.
 CS2828;SPC TXNC     - 2,136,290.618   759,654.539   MT  0.99987688   +0 55 50.5
 CS2828;SPC TXNC     - 7,008,813.47  2,492,299.93   sFT  0.99987688   +0 55 50.5
 CS2828;UTM  14      - 3,640,589.972   706,407.374   MT  1.00012535   +1 11 54.2
 CS2828
 CS2828                          SUPERSEDED SURVEY CONTROL
 CS2828
 CS2828  NAD 83(1993)-  32 53 02.53242(N)    096 47 36.78253(W) AD(       ) 4
 CS2828  NAD 83(1986)-  32 53 02.54307(N)    096 47 36.77517(W) AD(       ) 4
 CS2828  NAD 27      -  32 53 02.11700(N)    096 47 35.78900(W) AD(       ) 3
 CS2828
 CS2828.Superseded values are not recommended for survey control.
 CS2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2828.See file dsdata.txt to determine how the superseded data were derived.
 CS2828
 CS2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0640740590(NAD 83)
 CS2828_MARKER: 53 = ELEVATED TANK
 CS2828
 CS2828  HISTORY     - Date     Condition        Report By
 CS2828  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2828  HISTORY     - 1955     GOOD             CGS
 CS2828  HISTORY     - 1972     GOOD             NGS
 CS2828  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2828  HISTORY     - 19910617 MARK NOT FOUND   USPSQD
 CS2828
 CS2828                          STATION DESCRIPTION
 CS2828
 CS2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2828'THE STATION IS LOCATED IN THE NORTH EDGE OF THE CITY OF DALLAS
 CS2828'IN THE SUBURB OF PRESTON HOLLOW ABOUT 3 MILES NORTH OF SOUTHERN
 CS2828'METHODIST UNIVERSITY AND 75 FEET SOUTH OF THE CENTERLINE
 CS2828'OF LAKEHURST AVE.
 CS2828'
 CS2828'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH, 10-LEGGED,
 CS2828'60 FEET IN DIAMETER AND PAINTED SILVER.
 CS2828'
 CS2828'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2828'
 CS2828'TO REACH THE STATION FROM THE MAIN ENTRANCE TO SOUTHERN
 CS2828'METHODIST UNIVERSITY, GO NORTH ON HILLCREST AVE. FOR 1.4 MILES
 CS2828'TO LOOP 12, A PAVED HIGHWAY.  CROSS LOOP 12 AND CONTINUE NORTH
 CS2828'ON AN OILED ROAD FOR 1.4 MILES TO A SCHOOL ON THE RIGHT
 CS2828'AND LAKEHURST AVE. LEFT.  TURN LEFT AND GO WEST FOR 0.35 MILE
 CS2828'ON LAKEHURST AVE. TO THE STATION ON THE LEFT.
 CS2828
 CS2828                          STATION RECOVERY (1955)
 CS2828
 CS2828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2828'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 CS2828'DESCRIBED.
 CS2828
 CS2828                          STATION RECOVERY (1972)
 CS2828
 CS2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 CS2828'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DEC. 1972 A.L.S.
 CS2828
 CS2828                          STATION RECOVERY (1985)
 CS2828
 CS2828'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2828'MARK NOT FOUND.
 CS2828
 CS2828                          STATION RECOVERY (1991)
 CS2828
 CS2828'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1269 ***********************************************************************
 BZ1269  DESIGNATION -  PRICE
 BZ1269  PID         -  BZ1269
 BZ1269  STATE/COUNTY-  TX/MCLENNAN
 BZ1269  USGS QUAD   -  WACO EAST (1975)
 BZ1269
 BZ1269                         *CURRENT SURVEY CONTROL
 BZ1269  ___________________________________________________________________
 BZ1269* NAD 83(1993)-  31 34 53.49507(N)    097 04 25.37579(W)     ADJUSTED  
 BZ1269* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 BZ1269  ___________________________________________________________________
 BZ1269  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 BZ1269  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BZ1269
 BZ1269  HORZ ORDER  -  FIRST
 BZ1269
 BZ1269.The horizontal coordinates were established by classical geodetic methods
 BZ1269.and adjusted by the National Geodetic Survey in February 1996..
 BZ1269
 BZ1269.The orthometric height was scaled from a topographic map.
 BZ1269
 BZ1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1269
 BZ1269.The geoid height was determined by GEOID03.
 BZ1269
 BZ1269;                    North         East     Units Scale Factor Converg.
 BZ1269;SPC TX C     - 3,216,808.966 1,009,337.198   MT  0.99993285   +1 40 44.0
 BZ1269;SPC TX C     -10,553,814.08  3,311,467.12   sFT  0.99993285   +1 40 44.0
 BZ1269;UTM  14      - 3,495,662.121   682,785.051   MT  1.00001209   +1 00 32.7
 BZ1269
 BZ1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1269!SPC TX C     -   0.99998440  x   0.99993285  =   0.99991725
 BZ1269!UTM  14      -   0.99998440  x   1.00001209  =   0.99999649
 BZ1269
 BZ1269|---------------------------------------------------------------------|
 BZ1269| PID    Reference Object                     Distance      Geod. Az  |
 BZ1269|                                                           dddmmss.s |
 BZ1269| CV5153 PRICE RM 1                           32.361 METERS 00410     |
 BZ1269| CV5152 PRICE AZ MK                                        0641634.1 |
 BZ1269| BZ1281 WACO VETERANS HOSP WATER TANK       APPROX.11.9 KM 2290614.8 |
 BZ1269| BZ1277 WACO GLASS CO WATER TANK            APPROX.12.1 KM 2292926.6 |
 BZ1269| BZ1265 WACO TEX PWR AND LT CO STACK        APPROX. 5.1 KM 2415357.5 |
 BZ1269| BZ1282 WACO RADIO STATION WACO MAST        APPROX. 6.2 KM 2435141.5 |
 BZ1269| BZ1270 WACO TEXAS WATER CO SOUTH TANK      APPROX.10.3 KM 2495002.5 |
 BZ1269| BZ1264 WACO GENERAL TIRE CO STACK          APPROX. 3.3 KM 2504003.7 |
 BZ1269| BZ1267 WACO GENERAL TIRE CO WTR TOWER      APPROX. 3.3 KM 2505725.4 |
 BZ1269| BZ1272 WACO MUNICIPAL TANK                 APPROX.10.1 KM 2551152.3 |
 BZ1269| CV5154 PRICE RM 2                           20.757 METERS 26626     |
 BZ1269| BZ1266 WACO M K T RAILROAD CO STACK        APPROX. 2.3 KM 2754914.6 |
 BZ1269| BZ1261 WACO ARMY AIR FIELD BEACON          APPROX. 6.3 KM 3515244.8 |
 BZ1269| BZ1250 WEST BRAZOS VAL COTTON MILL TK      APPROX.24.3 KM 3561156.0 |
 BZ1269|---------------------------------------------------------------------|
 BZ1269
 BZ1269                          SUPERSEDED SURVEY CONTROL
 BZ1269
 BZ1269  NAD 83(1986)-  31 34 53.50489(N)    097 04 25.35776(W) AD(       ) 1
 BZ1269  NAD 27      -  31 34 52.90900(N)    097 04 24.36400(W) AD(       ) 1
 BZ1269
 BZ1269.Superseded values are not recommended for survey control.
 BZ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1269.See file dsdata.txt to determine how the superseded data were derived.
 BZ1269
 BZ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV8278595662(NAD 83)
 BZ1269_MARKER: DS = TRIANGULATION STATION DISK
 BZ1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1269+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 BZ1269
 BZ1269  HISTORY     - Date     Condition        Report By
 BZ1269  HISTORY     - 1943     MONUMENTED       CGS
 BZ1269  HISTORY     - 1948     GOOD             CGS
 BZ1269  HISTORY     - 19910527 GOOD             USPSQD
 BZ1269  HISTORY     - 20010317 GOOD             USPSQD
 BZ1269  HISTORY     - 20050406 GOOD             HALFF
 BZ1269
 BZ1269                          STATION DESCRIPTION
 BZ1269
 BZ1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1269'THE STATION IS LOCATED ABOUT 4 MILES NE OF WACO, AND ABOUT 1 MILE
 BZ1269'SW OF THE ARMY AIR BASE.  IT IS 0.15 MILE S OF A GRAVEL ROAD,
 BZ1269'20 FEET SW OF SW CORNER OF A SMALL SHED, 10 FEET N OF E-W
 BZ1269'FENCE LINE, 60 FEET E OF A SMALL SHEET METAL SHED, 12 FEET
 BZ1269'S OF A 10-INCH TREE IN THE S END OF A BARNYARD.
 BZ1269'
 BZ1269'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1269'DISKS SET IN CONCRETE.
 BZ1269'
 BZ1269'REFERENCE MARK NO. 1 IS NNE OF STATION, 1 FOOT W OF N-S FENCE
 BZ1269'LINE, 10 FEET E OF SMALL SHED AND ON SAME ELEVATION AS STATION.
 BZ1269'DISK IS STAMPED PRICE NO. 1 1942 AND PROJECTS 3 INCHES.
 BZ1269'
 BZ1269'REFERENCE MARK NO. 2 IS WNW OF STATION, 1 FOOT E OF N-S FENCE
 BZ1269'LINE AND 15 FEET N OF SMALL SHEET METAL SHED AND ON SAME
 BZ1269'ELEVATION AS STATION.  DISK IS STAMPED PRICE NO. 2 1942 AND
 BZ1269'PROJECTS 4 INCHES.
 BZ1269'
 BZ1269'AZIMUTH MARK IS 0.4 MILE SSE OF STATION, 25 FEET S OF CENTER
 BZ1269'LINE OF GRAVEL ROAD AND 1 FOOT N OF E-W FENCE LINE.  THE DISK
 BZ1269'IS STAMPED PRICE 1942 AND PROJECTS 12 INCHES.  TO REACH FROM
 BZ1269'STATION RETURN TO GRAVEL ROAD, TURN RIGHT AND FOLLOW RIGHT
 BZ1269'FORK OF ROAD FOR 0.7 MILE IN A SOUTHEASTERLY DIRECTION TO
 BZ1269'MARK ON RIGHT.
 BZ1269'
 BZ1269'TO REACH THE STATION FROM THE COURTHOUSE IN WACO GO E ON
 BZ1269'U.S. HIGHWAY 77 FOR 1.3 MILES TO JUNCTION OF HIGHWAYS AT
 BZ1269'TRAFFIC LIGHT.  TAKE RIGHT FORK, TEXAS HIGHWAYS 7 AND 31 FOR
 BZ1269'0.45 MILE TO INTERSECTION, TURN RIGHT ON TEXAS HIGHWAYS 2
 BZ1269'AND 6 FOR 0.75 MILE TO ROAD LEADING NE (ROAD IS 0.1 MILE S
 BZ1269'OF WHITE CHURCH AND SCHOOL).  TURN LEFT AND GO 0.1 MILE TO
 BZ1269'FORKS.  TAKE LEFT FORK AND GO 2.0 MILES TO A DIRT LANE ON
 BZ1269'RIGHT, (THE LANE IS 0.05 MILE W OF A Y-INTERSECTION) FOLLOW
 BZ1269'LANE TO BARNYARD AND STATION.
 BZ1269'
 BZ1269'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BZ1269
 BZ1269                          STATION RECOVERY (1948)
 BZ1269
 BZ1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1269'THE STATION WAS FOUND AS DESCRIBED, EXCEPT FOR SLIGHT CHANGES
 BZ1269'IN DESCRIBING STATION.  ALL MARKS ARE IN GOOD CONDITION.  A
 BZ1269'NEW DESCRIPTION FOLLOWS--
 BZ1269'
 BZ1269'STATION IS LOCATED ABOUT 4.0 MILES NE OF WACO, 2.0 MILES SW
 BZ1269'OF THE WACO ARMY AIRFIELD, AND 0.15 MILE S OF A GRAVELED
 BZ1269'ROAD.  IT IS 55 FEET E OF A SMALL SHEET-METAL SHED, 27 FEET
 BZ1269'SW OF AN OLD METAL SHED, AND 14 FEET N OF THE S FENCE LINE
 BZ1269'OF BARN LOT.  STATION MARK IS A BRONZE STATION DISK, STAMPED
 BZ1269'PRICE 1942, SET IN CONCRETE, AND PROJECTS 3 INCHES.  UNDERGROUND
 BZ1269'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BZ1269'
 BZ1269'REFERENCE MARK 1 IS 106.17 FEET NNE OF THE STATION, 19 FEET
 BZ1269'SE OF AN OLD SHED, AND 1 FOOT W OF THE E FENCE LINE OF BARN
 BZ1269'LOT.  IT IS A BRONZE REFERENCE DISK, STAMPED PRICE NO 1 1942,
 BZ1269'SET IN CONCRETE, AND PROJECTS 6 INCHES.
 BZ1269'
 BZ1269'REFERENCE MARK 2 IS 68.10 FEET WNW OF THE STATION, 19 FEET
 BZ1269'NNW OF A SMALL SHEET-METAL SHED, AND 1 FOOT E OF THE W FENCE
 BZ1269'LINE OF BARN LOT.  IT IS A BRONZE REFERENCE DISK, STAMPED
 BZ1269'PRICE NO 2 1942, SET IN CONCRETE, AND PROJECTS 4 INCHES.
 BZ1269'
 BZ1269'AZIMUTH MARK IS ABOUT 0.4 MILE ESE OF THE STATION, 25 FEET
 BZ1269'S OF THE CENTER LINE OF THE ROAD, AND 1 FOOT N OF THE FENCE.
 BZ1269'IT IS A BRONZE AZIMUTH DISK, STAMPED PRICE 1942, SET IN CONCRETE,
 BZ1269'AND PROJECTS 12 INCHES.
 BZ1269'
 BZ1269'TO REACH FROM THE COURTHOUSE IN WACO, GO E ON U.S. HIGHWAYS
 BZ1269'77 AND 81 FOR 1.4 MILES TO JUNCTION OF HIGHWAYS AT TRAFFIC
 BZ1269'LIGHT, KEEP RIGHT FORK FOR 0.45 MILE TO INTERSECTION OF HIGHWAYS
 BZ1269'AT TRAFFIC LIGHT, TURN RIGHT FOR 0.7 MILE TO FIRST MAIN
 BZ1269'ROAD PAST THE GENERAL TIRE AND RUBBER CO. PLANT, TURN LEFT
 BZ1269'FOR 0.15 MILE TO FORKS, KEEP THE LEFT FORK FOR 2.1 MILES
 BZ1269'TO LANE ON THE RIGHT (0.05 MILE W OF FORKS OF ROAD), TURN
 BZ1269'RIGHT ON LANE PASSING SMALL HOUSE AND GO 0.15 MILE TO SMALL
 BZ1269'SHEDS AND THE STATION.  TO REACH THE AZIMUTH FROM THE
 BZ1269'STATION, GO N 0.15 MILE TO MAIN ROAD, TURN RIGHT KEEPING
 BZ1269'RIGHT FORK AND GO 0.7 MILE TO THE MARK ON THE RIGHT.
 BZ1269'
 BZ1269'AN 87-FOOT SIGNAL AT WACO ECC. 1943 IS VISIBLE AT 37 FEET.
 BZ1269'
 BZ1269'A 60-FOOT SIGNAL AT BLACKLAND ECC. IS VISIBLE AT 37 FEET.
 BZ1269'
 BZ1269'A 60-FOOT SIGNAL AT WAAF IS VISIBLE AT 37 FEET.
 BZ1269'
 BZ1269'NOTE--THE 1948 DIRECTION TO THE REFERENCE MARKS WAS CHECKED
 BZ1269'AND FOUND TO BE CORRECT.  A 10-FOOT STAND WAS NEEDED TO
 BZ1269'SEE THE AZIMUTH MARK.
 BZ1269'
 BZ1269'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BZ1269
 BZ1269                          STATION RECOVERY (1991)
 BZ1269
 BZ1269'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1269'RECOVERED IN GOOD CONDITION.
 BZ1269
 BZ1269                          STATION RECOVERY (2001)
 BZ1269
 BZ1269'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1269'RECOVERED IN GOOD CONDITION.
 BZ1269
 BZ1269                          STATION RECOVERY (2005)
 BZ1269
 BZ1269'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2005 (GSK)
 BZ1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1116 ***********************************************************************
 CA1116  DESIGNATION -  PRICE
 CA1116  PID         -  CA1116
 CA1116  STATE/COUNTY-  TX/MCCULLOCH
 CA1116  USGS QUAD   -  SALT GAP (1967)
 CA1116
 CA1116                         *CURRENT SURVEY CONTROL
 CA1116  ___________________________________________________________________
 CA1116* NAD 83(1993)-  31 15 42.51364(N)    099 34 37.91427(W)     ADJUSTED  
 CA1116* NAVD 88     -       615.7    (meters)    2020.     (feet)  VERTCON   
 CA1116  ___________________________________________________________________
 CA1116  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CA1116  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CA1116
 CA1116  HORZ ORDER  -  SECOND
 CA1116
 CA1116.The horizontal coordinates were established by classical geodetic methods
 CA1116.and adjusted by the National Geodetic Survey in February 1996..
 CA1116
 CA1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1116
 CA1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1116
 CA1116.The geoid height was determined by GEOID03.
 CA1116
 CA1116;                    North         East     Units Scale Factor Converg.
 CA1116;SPC TX C     - 3,177,075.242   772,007.731   MT  0.99989203   +0 23 22.0
 CA1116;SPC TX C     -10,423,454.36  2,532,828.70   sFT  0.99989203   +0 23 22.0
 CA1116;UTM  14      - 3,458,761.220   445,047.829   MT  0.99963725   -0 17 58.4
 CA1116
 CA1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1116!SPC TX C     -   0.99990707  x   0.99989203  =   0.99979911
 CA1116!UTM  14      -   0.99990707  x   0.99963725  =   0.99954436
 CA1116
 CA1116:                Primary Azimuth Mark                     Grid Az
 CA1116:SPC TX C     -  MELVIN MUNICIPAL TANK                    182 43 26.7
 CA1116:UTM  14      -  MELVIN MUNICIPAL TANK                    183 24 47.1
 CA1116
 CA1116|---------------------------------------------------------------------|
 CA1116| PID    Reference Object                     Distance      Geod. Az  |
 CA1116|                                                           dddmmss.s |
 CA1116| CA1121 MELVIN MUNICIPAL TANK               APPROX. 7.3 KM 1830648.7 |
 CA1116| CV5155 PRICE RM 1                           15.268 METERS 19001     |
 CA1116| CA1117 RICE                                APPROX. 3.4 KM 2513145.5 |
 CA1116| CV6050 PRICE RM 2                           15.277 METERS 28522     |
 CA1116|---------------------------------------------------------------------|
 CA1116
 CA1116                          SUPERSEDED SURVEY CONTROL
 CA1116
 CA1116  NAD 83(1986)-  31 15 42.52138(N)    099 34 37.90000(W) AD(       ) 2
 CA1116  NAD 27      -  31 15 41.92737(N)    099 34 36.67426(W) AD(       ) 2
 CA1116  NGVD 29 (07/19/86)  615.6    (m)         2020.     (f) VERT ANG       
 CA1116
 CA1116.Superseded values are not recommended for survey control.
 CA1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1116.See file dsdata.txt to determine how the superseded data were derived.
 CA1116
 CA1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV4504858761(NAD 83)
 CA1116_MARKER: DD = SURVEY DISK
 CA1116_SETTING: 0 = UNSPECIFIED SETTING
 CA1116
 CA1116  HISTORY     - Date     Condition        Report By
 CA1116  HISTORY     - 1971     MONUMENTED       USGS
 CA1116
 CA1116                          STATION DESCRIPTION
 CA1116
 CA1116'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1116'THE STATION IS LOCATED NORTH 1 DEG EAST, 4 MILES AIRLINE FROM
 CA1116'MELVIN, TEXAS, ON HIGH POINT.  1000 FEET SOUTH AND 840 FEET
 CA1116'EAST OF THE NORTHWEST CORNER OF A TIMBERED PASTURE OWNED
 CA1116'BY HAROLD PRICE.
 CA1116'
 CA1116'TO REACH FROM MELVIN, TEXAS, GO 1.1 MILE NORTH ON FARM TO
 CA1116'MARKET ROAD 2028 TO U.S. HIGHWAY 87, GO 0.5 MILE EAST ON U.S.
 CA1116'HIGHWAY 87 TO GRAVEL ROAD LEFT (NORTH), GO 0.3 MILE NORTH THEN
 CA1116'0.5 MILE EAST ON GRAVEL ROAD TO T-ROAD NORTH, GO 1.5 MILES
 CA1116'NORTH ON GRAVEL ROAD TO PRICE CATTLEGUARD, CONTINUE 1.0 MILE
 CA1116'NORTH ON ROAD TO A TRACK ROAD LEFT (WEST) JUST NORTH OF A
 CA1116'CORRAL, GO 0.9 MILE WEST ON TRACK ROAD THENCE 0.7 MILE NORTH
 CA1116'TO POINT WHERE THE TRACK ROAD PARALLELS NORTH-SOUTH FENCE,
 CA1116'THENCE 0.2 MILE EAST ACROSS COUNTRY TO STATION SITE.  9.5
 CA1116'FEET EAST OF A WITNESS SIGN MOUNTED ON A METAL POST.
 CA1116'
 CA1116'STATION MARK AND THE TWO REFERENCE MARKS ARE ALL STANDARD
 CA1116'USGS TABLETS SOLDERED TO COPPER COATED STEEL RODS, CENTERED
 CA1116'IN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED
 CA1116'WITH GRAVEL.  THE TABLETS ARE FLUSH WITH THE GROUND.
 CA1116'
 CA1116'STATION MARK--THE ROD IS DRIVEN TO REFUSAL 4.6 FEET, TABLET
 CA1116'STAMPED PRICE ET 1971.
 CA1116'
 CA1116'REFERENCE MARK NO. 1--THE ROD IS DRIVEN TO REFUSAL 5 FEET,
 CA1116'TABLET STAMPED PRICE ET NO. 1 1971.
 CA1116'
 CA1116'REFERENCE MARK NO. 2--THE ROD IS DRIVEN TO REFUSAL 5 FEET,
 CA1116'TABLET STAMPED PRICE ET NO. 2 1971.
 CA1116'
 CA1116'STATION RICE ET 1960-1971 IS VISIBLE FROM THE GROUND AT THIS
 CA1116'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1116'
 CA1116'ALL OBSERVATIONS MADE FROM A SCAFFOLD (HI=18 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1637 ***********************************************************************
 FL1637  DESIGNATION -  PRICE
 FL1637  PID         -  FL1637
 FL1637  STATE/COUNTY-  TX/HUTCHINSON
 FL1637  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL1637
 FL1637                         *CURRENT SURVEY CONTROL
 FL1637  ___________________________________________________________________
 FL1637* NAD 83(1993)-  35 37 54.38325(N)    101 09 26.48015(W)     ADJUSTED  
 FL1637* NAVD 88     -       979.     (meters)    3212.     (feet)  SCALED    
 FL1637  ___________________________________________________________________
 FL1637  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FL1637  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 FL1637
 FL1637  HORZ ORDER  -  FIRST
 FL1637
 FL1637.The horizontal coordinates were established by classical geodetic methods
 FL1637.and adjusted by the National Geodetic Survey in February 1996..
 FL1637
 FL1637.The orthometric height was scaled from a topographic map.
 FL1637
 FL1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1637
 FL1637.The geoid height was determined by GEOID03.
 FL1637
 FL1637;                    North         East     Units Scale Factor Converg.
 FL1637;SPC TX N     - 1,181,078.011   231,034.450   MT  0.99991782   +0 11 54.9
 FL1637;SPC TX N     - 3,874,920.11    757,985.52   sFT  0.99991782   +0 11 54.9
 FL1637;UTM  14      - 3,945,251.144   304,647.842   MT  1.00007029   -1 15 26.0
 FL1637
 FL1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1637!SPC TX N     -   0.99985049  x   0.99991782  =   0.99976832
 FL1637!UTM  14      -   0.99985049  x   1.00007029  =   0.99992077
 FL1637
 FL1637|---------------------------------------------------------------------|
 FL1637| PID    Reference Object                     Distance      Geod. Az  |
 FL1637|                                                           dddmmss.s |
 FL1637| CJ7372 PRICE RM 1                            9.085 METERS 09740     |
 FL1637| CJ7371 PRICE AZ MK                                        1834613.3 |
 FL1637| FL1634 SKELLYTOWN COMMUNITY CH BELFRY      APPROX. 6.9 KM 1911938.5 |
 FL1637| CJ7373 PRICE RM 2                            8.239 METERS 19642     |
 FL1637| FL1635 SKELLYTOWN N NATURAL GAS MAST       APPROX. 6.0 KM 1974719.7 |
 FL1637|---------------------------------------------------------------------|
 FL1637
 FL1637                          SUPERSEDED SURVEY CONTROL
 FL1637
 FL1637  NAD 83(1993)-  35 37 54.38447(N)    101 09 26.47836(W) AD(       ) 1
 FL1637  NAD 83(1986)-  35 37 54.38980(N)    101 09 26.46931(W) AD(       ) 1
 FL1637  NAD 27      -  35 37 54.23300(N)    101 09 24.90700(W) AD(       ) 1
 FL1637
 FL1637.Superseded values are not recommended for survey control.
 FL1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1637.See file dsdata.txt to determine how the superseded data were derived.
 FL1637
 FL1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0464845251(NAD 83)
 FL1637_MARKER: DS = TRIANGULATION STATION DISK
 FL1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1637
 FL1637  HISTORY     - Date     Condition        Report By
 FL1637  HISTORY     - 1951     MONUMENTED       CGS
 FL1637  HISTORY     - 1951     GOOD             CGS
 FL1637  HISTORY     - 1956     GOOD             CGS
 FL1637
 FL1637                          STATION DESCRIPTION
 FL1637
 FL1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1637'THE STATION IS LOCATED, AIRLINE, ABOUT 13-1/2 MILES EAST SOUTHEAST
 FL1637'OF BORGER, 3-1/4 MILES NORTHEAST OF SKELLYTOWN, JUST NORTH
 FL1637'OF THE HUTCHINSON-CARSON COUNTY LINE AND 3-1/2 MILES NORTH
 FL1637'OF THE FOUR COUNTY CORNERS.  IT IS IN PASTURE LAND AND THE
 FL1637'HIGHEST POINT IN THE VICINITY.  THE PROPERTY IS OWNED BY W.D.
 FL1637'PRICE OF PAMPA.
 FL1637'
 FL1637'STATION MARK, STAMPED PRICE 1951, IS A STANDARD DISK SET IN
 FL1637'THE TOP OF A CIRCULAR CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FL1637'IT IS 5 FEET SOUTH SOUTHEAST OF A WITNESS POST.  THE MARK IS
 FL1637'ABOUT 14 INCHES IN DIAMETER.
 FL1637'
 FL1637'REFERENCE MARK NUMBER 1, STAMPED PRICE NO 1 1951, IS A STANDARD
 FL1637'DISK SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT IS
 FL1637'1 INCH BELOW THE SURFACE OF THE GROUND, AND IS AT THE SAME
 FL1637'ELEVATION AS THE STATION.
 FL1637'
 FL1637'REFERENCE MARK NUMBER 2, STAMPED PRICE NO 2 1951, IS A STANDARD
 FL1637'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FL1637'IS FLUSH WITH THE GROUND, AND IS AT THE SAME ELEVATION AS
 FL1637'THE STATION.
 FL1637'
 FL1637'AZIMUTH MARK, STAMPED PRICE 1951, IS A STANDARD DISK SET IN THE
 FL1637'TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 FL1637'THE GROUND.  TO REACH FROM THE STATION, GO SOUTH ON THE DIRT
 FL1637'ROAD FOR 0.7 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE
 FL1637'LEFT, EAST, SIDE OF THE ROAD.  IT IS 54 FEET NORTHEAST OF THE
 FL1637'CENTER OF THE CROSSROADS AND 2 FEET WEST OF A WITNESS POST.
 FL1637'
 FL1637'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 FL1637'IN SKELLYTOWN, GO NORTH ON THE MAIN STREET FOR 0.3 MILE.  TURN
 FL1637'RIGHT, CROSS RAILROAD TRACKS, TURN LEFT, NORTH, AND FOLLOW THE
 FL1637'MAIN TRAVELED ROAD FOR 4.0 MILES TO THE SUMMIT OF THE RIDGE AND
 FL1637'A LONE WINDMILL ON THE LEFT.  CONTINUE FOR 0.1 MILE, TURN RIGHT,
 FL1637'EAST, AND GO 0.1 MILE TO AN OLD TRACK ROAD AND THE STATION
 FL1637'36 FEET EAST OF THE TRACK ROAD.
 FL1637'
 FL1637'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1637
 FL1637                          STATION RECOVERY (1951)
 FL1637
 FL1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1637'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 FL1637'GOOD CONDITION.
 FL1637
 FL1637                          STATION RECOVERY (1956)
 FL1637
 FL1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1637'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 FL1637'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 FL1637'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1491 ***********************************************************************
 DN1491  DESIGNATION -  PRICE
 DN1491  PID         -  DN1491
 DN1491  STATE/COUNTY-  TX/MONTAGUE
 DN1491  USGS QUAD   -  NOCONA (1982)
 DN1491
 DN1491                         *CURRENT SURVEY CONTROL
 DN1491  ___________________________________________________________________
 DN1491* NAD 83(1993)-  33 45 06.14081(N)    097 38 19.17276(W)     ADJUSTED  
 DN1491* NAVD 88     -       300.99   (+/-2cm)     987.5    (feet)  VERTCON   
 DN1491  ___________________________________________________________________
 DN1491  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 DN1491  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DN1491
 DN1491  HORZ ORDER  -  THIRD
 DN1491  VERT ORDER  -  THIRD ? (See Below)
 DN1491
 DN1491.The horizontal coordinates were established by classical geodetic methods
 DN1491.and adjusted by the National Geodetic Survey in February 1996..
 DN1491
 DN1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1491.The vertical order pertains to the NGVD 29 superseded value.
 DN1491
 DN1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1491
 DN1491.The geoid height was determined by GEOID03.
 DN1491
 DN1491;                    North         East     Units Scale Factor Converg.
 DN1491;SPC TXNC     - 2,231,543.921   679,800.457   MT  0.99994712   +0 28 11.2
 DN1491;SPC TXNC     - 7,321,323.68  2,230,312.00   sFT  0.99994712   +0 28 11.2
 DN1491;UTM  14      - 3,735,458.480   626,086.053   MT  0.99979599   +0 45 23.2
 DN1491
 DN1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1491!SPC TXNC     -   0.99995686  x   0.99994712  =   0.99990398
 DN1491!UTM  14      -   0.99995686  x   0.99979599  =   0.99975286
 DN1491
 DN1491                          SUPERSEDED SURVEY CONTROL
 DN1491
 DN1491  NAD 83(1993)-  33 45 06.14377(N)    097 38 19.17050(W) AD(       ) 3
 DN1491  NAD 83(1986)-  33 45 06.14567(N)    097 38 19.16033(W) AD(       ) 3
 DN1491  NGVD 29 (07/26/91)  300.90   (m)          987.2    (f) LEVELING    3  
 DN1491
 DN1491.Superseded values are not recommended for survey control.
 DN1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1491.See file dsdata.txt to determine how the superseded data were derived.
 DN1491
 DN1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2608635458(NAD 83)
 DN1491_MARKER: DS = TRIANGULATION STATION DISK
 DN1491_SETTING: 0 = UNSPECIFIED SETTING
 DN1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1491+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 DN1491
 DN1491  HISTORY     - Date     Condition        Report By
 DN1491  HISTORY     - 1958     MONUMENTED       USGS
 DN1491  HISTORY     - 20040429 GOOD             INDIV
 DN1491
 DN1491                          STATION DESCRIPTION
 DN1491
 DN1491'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1491'STATION IS ABOUT 8.0 MI. NW. OF ST. JO, TEXAS, MONTAGUE COUNTY, ABOUT
 DN1491'6.0 MI. SE. OF NOCONA AND ABOUT 0.5 MI. SW. OF U.S. HIGHWAY 82 AT A
 DN1491'FARM HOUSE, AT THE SW. CORNER OF THE YARD, 188 FT. S. OF JUNCTION OF
 DN1491'MAIN RD. AND A DRIVEWAY S., AND ON E. EDGE OF THIS DRIVEWAY, 7.4 FT.
 DN1491'W. OF THE SW. CORNER OF A WELLHOUSE AND ABOUT 1.0 FT. W. OF A FENCE
 DN1491'CORNER.
 DN1491'
 DN1491'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.4
 DN1491'FT., STAMPED---PRICE-ET 1958---.
 DN1491
 DN1491                          STATION RECOVERY (2004)
 DN1491
 DN1491'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (IJS)
 DN1491'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1095 ***********************************************************************
 CA1095  DESIGNATION -  PRICE ET
 CA1095  PID         -  CA1095
 CA1095  STATE/COUNTY-  TX/MCCULLOCH
 CA1095  USGS QUAD   -  ROCHELLE (1979)
 CA1095
 CA1095                         *CURRENT SURVEY CONTROL
 CA1095  ___________________________________________________________________
 CA1095* NAD 83(1993)-  31 13 51.92185(N)    099 12 22.09342(W)     ADJUSTED  
 CA1095* NAVD 88     -       562.8    (meters)    1846.     (feet)  VERTCON   
 CA1095  ___________________________________________________________________
 CA1095  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CA1095  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CA1095
 CA1095  HORZ ORDER  -  THIRD
 CA1095
 CA1095.The horizontal coordinates were established by classical geodetic methods
 CA1095.and adjusted by the National Geodetic Survey in February 1996..
 CA1095
 CA1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1095
 CA1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1095
 CA1095.The geoid height was determined by GEOID03.
 CA1095
 CA1095;                    North         East     Units Scale Factor Converg.
 CA1095;SPC TX C     - 3,173,968.881   807,377.893   MT  0.99988975   +0 34 50.1
 CA1095;SPC TX C     -10,413,262.90  2,648,872.30   sFT  0.99988975   +0 34 50.1
 CA1095;UTM  14      - 3,455,231.214   480,368.503   MT  0.99960475   -0 06 24.8
 CA1095
 CA1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1095!SPC TX C     -   0.99991539  x   0.99988975  =   0.99980515
 CA1095!UTM  14      -   0.99991539  x   0.99960475  =   0.99952017
 CA1095
 CA1095:                Primary Azimuth Mark                     Grid Az
 CA1095:SPC TX C     -  BRADY NORTH BASE                         213 09 13.3
 CA1095:UTM  14      -  BRADY NORTH BASE                         213 50 28.2
 CA1095
 CA1095|---------------------------------------------------------------------|
 CA1095| PID    Reference Object                     Distance      Geod. Az  |
 CA1095|                                                           dddmmss.s |
 CA1095| CA1093 BRADY NORTH BASE                    APPROX. 2.5 KM 2134403.4 |
 CA1095|---------------------------------------------------------------------|
 CA1095
 CA1095                          SUPERSEDED SURVEY CONTROL
 CA1095
 CA1095  NAD 83(1986)-  31 13 51.93053(N)    099 12 22.07942(W) AD(       ) 3
 CA1095  NAD 27      -  31 13 51.33717(N)    099 12 20.89828(W) AD(       ) 3
 CA1095  NGVD 29 (07/19/86)  562.7    (m)         1846.     (f) VERT ANG       
 CA1095
 CA1095.Superseded values are not recommended for survey control.
 CA1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1095.See file dsdata.txt to determine how the superseded data were derived.
 CA1095
 CA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV8036955231(NAD 83)
 CA1095_MARKER: DD = SURVEY DISK
 CA1095_SETTING: 0 = UNSPECIFIED SETTING
 CA1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1095
 CA1095  HISTORY     - Date     Condition        Report By
 CA1095  HISTORY     - 1961     MONUMENTED       USGS
 CA1095
 CA1095                          STATION DESCRIPTION
 CA1095
 CA1095'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1095'LOCATED 0.4 MI. E. OF ROCHELLE, TEXAS, AND NW. OF U.S.
 CA1095'HIGHWAY 190, ON CLEARED SLOPE.
 CA1095'
 CA1095'TO REACH STATION FROM POST OFFICE AT ROCHELLE, TEXAS, DRIVE 0.4 MI.
 CA1095'NE. ALONG U.S. HIGHWAY 190 TO PROMINENT CUT IN HIGHWAY, END OF TRUCK
 CA1095'TRAVEL, PACK NW. TO TOP OF RIDGE AND STATION.
 CA1095'
 CA1095'STATION MARK--STANDARD TABLET CEMENTED ON TOP OF CONCRETE POST
 CA1095'PROJECTING 0.2 FT. ABOVE GROUND, STAMPED ---PRICE-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0778 ***********************************************************************
 AH0778  DESIGNATION -  PRIM. TRA. STA. 21
 AH0778  PID         -  AH0778
 AH0778  STATE/COUNTY-  TX/NUECES
 AH0778  USGS QUAD   -  ANNAVILLE (1975)
 AH0778
 AH0778                         *CURRENT SURVEY CONTROL
 AH0778  ___________________________________________________________________
 AH0778* NAD 83(1986)-  27 48 01.     (N)    097 32 07.     (W)     SCALED    
 AH0778* NAVD 88     -        15.36   (+/-2cm)      50.4    (feet)  VERTCON   
 AH0778  ___________________________________________________________________
 AH0778  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH0778
 AH0778  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0778
 AH0778.The horizontal coordinates were scaled from a topographic map and have
 AH0778.an estimated accuracy of +/- 6 seconds.
 AH0778
 AH0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0778.The vertical order pertains to the NGVD 29 superseded value.
 AH0778
 AH0778.The geoid height was determined by GEOID03.
 AH0778
 AH0778;                    North         East    Units  Estimated Accuracy
 AH0778;SPC TX S     - 5,236,760.      395,070.      MT  (+/- 180 meters Scaled)
 AH0778
 AH0778                          SUPERSEDED SURVEY CONTROL
 AH0778
 AH0778  NGVD 29 (??/??/92)   15.518  (m)           50.91   (f) ADJ UNCH    1 2
 AH0778
 AH0778.Superseded values are not recommended for survey control.
 AH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0778.See file dsdata.txt to determine how the superseded data were derived.
 AH0778
 AH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR442759(NAD 83)
 AH0778_MARKER: DD = SURVEY DISK
 AH0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0778_STAMPING: PRIM TRAV STA NO.21 TEXAS W-13 1923 63 FEET 1923
 AH0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0778+STABILITY: SURFACE MOTION
 AH0778
 AH0778  HISTORY     - Date     Condition        Report By
 AH0778  HISTORY     - 1923     MONUMENTED       USGS
 AH0778  HISTORY     - 1942     GOOD             NGS
 AH0778  HISTORY     - 1950     GOOD             NGS
 AH0778  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0778
 AH0778                          STATION DESCRIPTION
 AH0778
 AH0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AH0778'1.0 MI N FROM CLARKWOOD.
 AH0778'TO REACH FROM THE CITY WATER TANK AT CLARKWOOD-- PROCEED 1.0 MILE
 AH0778'NORTH ALONG OILED COUNTY ROAD TO INTERSECTION OF CROSSROAD AND SITE OF
 AH0778'THE STATION.  TRAVERSE STATION IS ABOUT 0.6 MILE SOUTH OF THE HUMBLE
 AH0778'REFINERY ON THE WEST SIDE OF ROAD, 43.0 FEET NORTHEAST OF THE CENTER
 AH0778'OF INTERSECTION OF CROSSROAD AND 31.0 FEET EAST OF AND ABOUT THE SAME
 AH0778'ELEVATION AS THE CENTERLINE OF NORTH-SOUTH ROAD.  IT IS 30.0 FEET
 AH0778'NORTH OF THE CENTERLINE OF EAST-WEST ROAD, 5.3 FEET SOUTH OF A POWER
 AH0778'LINE POLE NO. KA4H AND 2.4 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AH0778'POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 AH0778
 AH0778                          STATION RECOVERY (1950)
 AH0778
 AH0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AH0778'RECOVERED IN GOOD CONDITION.
 AH0778
 AH0778                          STATION RECOVERY (2001)
 AH0778
 AH0778'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0778'WATER TANK GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1579 ***********************************************************************
 AN1579  DESIGNATION -  PRIM TRAV STA 13
 AN1579  PID         -  AN1579
 AN1579  STATE/COUNTY-  TX/KARNES
 AN1579  USGS QUAD   -  KARNES CITY (1987)
 AN1579
 AN1579                         *CURRENT SURVEY CONTROL
 AN1579  ___________________________________________________________________
 AN1579* NAD 83(1986)-  28 55 27.     (N)    097 55 41.     (W)     SCALED    
 AN1579* NAVD 88     -        93.351  (meters)     306.27   (feet)  ADJUSTED  
 AN1579  ___________________________________________________________________
 AN1579  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AN1579  DYNAMIC HT  -          93.215 (meters)     305.82  (feet)  COMP
 AN1579  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 AN1579
 AN1579  VERT ORDER  -  FIRST     CLASS I
 AN1579
 AN1579.The horizontal coordinates were scaled from a topographic map and have
 AN1579.an estimated accuracy of +/- 6 seconds.
 AN1579
 AN1579.The orthometric height was determined by differential leveling
 AN1579.and adjusted by the National Geodetic Survey in June 1991..
 AN1579
 AN1579.The geoid height was determined by GEOID03.
 AN1579
 AN1579.The dynamic height is computed by dividing the NAVD 88
 AN1579.geopotential number by the normal gravity value computed on the
 AN1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1579.degrees latitude (g = 980.6199 gals.).
 AN1579
 AN1579.The modeled gravity was interpolated from observed gravity values.
 AN1579
 AN1579;                    North         East    Units  Estimated Accuracy
 AN1579;SPC TXSC     - 4,121,370.      704,510.      MT  (+/- 180 meters Scaled)
 AN1579
 AN1579                          SUPERSEDED SURVEY CONTROL
 AN1579
 AN1579  NGVD 29 (??/??/92)   93.307  (m)          306.12   (f) ADJ UNCH    1 1
 AN1579
 AN1579.Superseded values are not recommended for survey control.
 AN1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1579.See file dsdata.txt to determine how the superseded data were derived.
 AN1579
 AN1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT044000(NAD 83)
 AN1579_MARKER: P = PIPE CAP
 AN1579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN1579_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AN1579_STAMPING: PRIM TRAV STA NO 13 1925
 AN1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1579
 AN1579  HISTORY     - Date     Condition        Report By
 AN1579  HISTORY     - 1925     MONUMENTED       USGS
 AN1579  HISTORY     - 1972     GOOD             NGS
 AN1579
 AN1579                          STATION DESCRIPTION
 AN1579
 AN1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1579'3.35 MI NW FROM KARNES CITY.
 AN1579'ABOUT 3.35 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AN1579'THE CROSSING OF FARM-TO-MARKET ROAD 99 AT KARNES CITY, 0.4 MILE
 AN1579'SOUTHEAST OF MILEPOST 51, 0.1 MILE NORTHWEST OF A SMALL CONCRETE
 AN1579'BRIDGE ON A DIRT ROAD, 104 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AN1579'TRACK, 33 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 87 FEET
 AN1579'SOUTHEAST OF THE CENTER OF A METAL GATE, 7 1/2 FEET NORTHEAST OF A
 AN1579'FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 12 FEET ABOVE
 AN1579'THE LEVEL OF THE TRACK, AND IS A U.S. GEOLOGICAL SURVEY CAP ON THE TOP
 AN1579'OF A 3-INCH METAL PIPE WHICH PROJECTS 1.2 FEET ABOVE THE SURFACE OF
 AN1579'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1694 ***********************************************************************
 FL1694  DESIGNATION -  PRIN
 FL1694  PID         -  FL1694
 FL1694  STATE/COUNTY-  TX/HUTCHINSON
 FL1694  USGS QUAD   -  PRINGLE (1978)
 FL1694
 FL1694                         *CURRENT SURVEY CONTROL
 FL1694  ___________________________________________________________________
 FL1694* NAD 83(1993)-  35 55 28.45613(N)    101 25 15.84226(W)     ADJUSTED  
 FL1694* NAVD 88     -      1018.     (meters)    3340.     (feet)  SCALED    
 FL1694  ___________________________________________________________________
 FL1694  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FL1694  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FL1694
 FL1694  HORZ ORDER  -  THIRD
 FL1694
 FL1694.The horizontal coordinates were established by classical geodetic methods
 FL1694.and adjusted by the National Geodetic Survey in February 1996..
 FL1694
 FL1694.The orthometric height was scaled from a topographic map.
 FL1694
 FL1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1694
 FL1694.The geoid height was determined by GEOID03.
 FL1694
 FL1694;                    North         East     Units Scale Factor Converg.
 FL1694;SPC TX N     - 1,213,512.229   207,123.277   MT  0.99994988   +0 02 44.7
 FL1694;SPC TX N     - 3,981,331.37    679,536.95   sFT  0.99994988   +0 02 44.7
 FL1694;UTM  14      - 3,978,291.001   281,566.933   MT  1.00018796   -1 25 15.8
 FL1694
 FL1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1694!SPC TX N     -   0.99984441  x   0.99994988  =   0.99979430
 FL1694!UTM  14      -   0.99984441  x   1.00018796  =   1.00003234
 FL1694
 FL1694|---------------------------------------------------------------------|
 FL1694| PID    Reference Object                     Distance      Geod. Az  |
 FL1694|                                                           dddmmss.s |
 FL1694| CJ7378 PRIN RM 1                             6.569 METERS 06559     |
 FL1694| CJ7379 PRIN RM 2                             6.205 METERS 23712     |
 FL1694| CJ7377 PRIN AZ MK                                         2421206.9 |
 FL1694|---------------------------------------------------------------------|
 FL1694
 FL1694                          SUPERSEDED SURVEY CONTROL
 FL1694
 FL1694  NAD 83(1993)-  35 55 28.45614(N)    101 25 15.84171(W) AD(       ) 3
 FL1694  NAD 83(1986)-  35 55 28.46466(N)    101 25 15.83041(W) AD(       ) 3
 FL1694  NAD 27      -  35 55 28.32700(N)    101 25 14.23800(W) AD(       ) 3
 FL1694
 FL1694.Superseded values are not recommended for survey control.
 FL1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1694.See file dsdata.txt to determine how the superseded data were derived.
 FL1694
 FL1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8156778291(NAD 83)
 FL1694_MARKER: DS = TRIANGULATION STATION DISK
 FL1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1694
 FL1694  HISTORY     - Date     Condition        Report By
 FL1694  HISTORY     - 1951     MONUMENTED       CGS
 FL1694
 FL1694                          STATION DESCRIPTION
 FL1694
 FL1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1694'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF STINNETT, 3 MILES
 FL1694'SOUTHEAST OF PRINGLE, 67 FEET SOUTHEAST OF THE CENTER LINE
 FL1694'OF STATE ROUTE 117, 52 FEET NORTHEAST OF A DIRT ROAD, 14 FEET
 FL1694'NORTHEAST OF A WITNESS POST, AND 4 FEET NORTHWEST OF A FENCE
 FL1694'LINE.
 FL1694'
 FL1694'TO REACH THE STATION FROM THE COURTHOUSE IN STINNETT.  GO
 FL1694'NORTH ON STATE ROUTE 117 FOR 6.4 MILES TO AN OVERPASS AND THE
 FL1694'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.0
 FL1694'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FL1694'
 FL1694'ALL MARKS EXCEPT THE AZIMUTH MARK ARE STANDARD BRONZE DISKS
 FL1694'SET IN THE TOPS OF CONCRETE POSTS.
 FL1694'
 FL1694'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 FL1694'STAMPED PRIN 1951.
 FL1694'
 FL1694'REFERENCE MARK NO. 1 IS 68 FEET SOUTHEAST OF THE CENTER LINE
 FL1694'OF STATE ROUTE 117 AND 3 FEET NORTHWEST OF A FENCE LINE.  THE
 FL1694'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED PRIN NO 1
 FL1694'1951.
 FL1694'
 FL1694'REFERENCE MARK NO. 2 IS 24 FEET NORTHEAST OF A DIRT ROAD AND
 FL1694'3 FEET NORTHWEST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES,
 FL1694'AND THE DISK IS STAMPED PRIN NO 2 1951.
 FL1694'
 FL1694'THE AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 FL1694'HOLE IN A CONCRETE POST AT THE NORTHWEST END OF AN OVERPASS.
 FL1694'THE MARK PROJECTS 3 FEET, AND THE DISK IS STAMPED PRIN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1121 ***********************************************************************
 DN1121  DESIGNATION -  PRINCETOWN MUNICIPAL TANK
 DN1121  PID         -  DN1121
 DN1121  STATE/COUNTY-  TX/COLLIN
 DN1121  USGS QUAD   -  CULLEOKA (1973)
 DN1121
 DN1121                         *CURRENT SURVEY CONTROL
 DN1121  ___________________________________________________________________
 DN1121* NAD 83(1993)-  33 10 50.34202(N)    096 29 42.90632(W)     ADJUSTED  
 DN1121* NAVD 88     -                                                        
 DN1121  ___________________________________________________________________
 DN1121  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DN1121  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DN1121
 DN1121  HORZ ORDER  -  THIRD
 DN1121
 DN1121.The horizontal coordinates were established by classical geodetic methods
 DN1121.and adjusted by the National Geodetic Survey in February 1996..
 DN1121
 DN1121
 DN1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1121
 DN1121.The geoid height was determined by GEOID03.
 DN1121
 DN1121;                    North         East     Units Scale Factor Converg.
 DN1121;SPC TXNC     - 2,169,669.282   786,932.748   MT  0.99987515   +1 05 36.2
 DN1121;SPC TXNC     - 7,118,323.30  2,581,795.19   sFT  0.99987515   +1 05 36.2
 DN1121;UTM  14      - 3,674,108.914   733,535.209   MT  1.00027248   +1 22 17.1
 DN1121
 DN1121                          SUPERSEDED SURVEY CONTROL
 DN1121
 DN1121  NAD 83(1993)-  33 10 50.34466(N)    096 29 42.90098(W) AD(       ) 4
 DN1121  NAD 83(1986)-  33 10 50.34909(N)    096 29 42.89406(W) AD(       ) 4
 DN1121  NAD 27      -  33 10 49.93600(N)    096 29 41.94400(W) AD(       ) 3
 DN1121
 DN1121.Superseded values are not recommended for survey control.
 DN1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1121.See file dsdata.txt to determine how the superseded data were derived.
 DN1121
 DN1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3353574109(NAD 83)
 DN1121_MARKER: 53 = ELEVATED TANK
 DN1121
 DN1121  HISTORY     - Date     Condition        Report By
 DN1121  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1121  HISTORY     - 19940711 GOOD             USPSQD
 DN1121
 DN1121                          STATION DESCRIPTION
 DN1121
 DN1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1121'THIS INTERSECTION STATION IS THE BLACK MUNICIPAL TANK IN
 DN1121'THE VILLAGE OF PRINCETON, TEXAS.  IT IS LOCATED IN THE EASTERN
 DN1121'PART OF THE VILLAGE, ABOUT 250 FEET E OF THE CENTER LINE
 DN1121'OF MURPHY STREET, ABOUT 105 FEET N OF THE CENTER LINE OF
 DN1121'ROUGE ROAD, AND ABOUT 25 FEET S OF THE MUNICIPAL PUMPHOUSE.
 DN1121'THE TANK WAS ERECTED IN 1913 AND IS QUITE PROMINENT.  THE
 DN1121'TANK HAS FOUR TRUSSWORK LEGS ABOUT 80 FEET HIGH.  THE OVAL
 DN1121'SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL SECTION
 DN1121'IS ABOUT 30 FEET HIGH, BLACK IN COLOR, AND HAS A CATWALK
 DN1121'AND RAIL AROUND ITS BASE, AND THE WORD PRINCETON PAINTED IN
 DN1121'WHITE ON THE N AND S SIDES.  THE FLAT CONICAL TOP HAS A
 DN1121'BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 125 FEET.
 DN1121
 DN1121                          STATION RECOVERY (1994)
 DN1121
 DN1121'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2285 ***********************************************************************
 AN2285  DESIGNATION -  PRINGE
 AN2285  PID         -  AN2285
 AN2285  STATE/COUNTY-  TX/CALHOUN
 AN2285  USGS QUAD   -  LONG ISLAND (1973)
 AN2285
 AN2285                         *CURRENT SURVEY CONTROL
 AN2285  ___________________________________________________________________
 AN2285* NAD 83(1993)-  28 18 07.81916(N)    096 33 18.16592(W)     ADJUSTED  
 AN2285* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2285  ___________________________________________________________________
 AN2285  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AN2285  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN2285
 AN2285  HORZ ORDER  -  SECOND
 AN2285
 AN2285.The horizontal coordinates were established by classical geodetic methods
 AN2285.and adjusted by the National Geodetic Survey in February 1996..
 AN2285
 AN2285.The orthometric height was scaled from a topographic map.
 AN2285
 AN2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2285
 AN2285.The geoid height was determined by GEOID03.
 AN2285
 AN2285;                    North         East     Units Scale Factor Converg.
 AN2285;SPC TXSC     - 4,054,469.324   839,804.397   MT  1.00002429   +1 11 52.1
 AN2285;SPC TXSC     -13,302,038.11  2,755,258.26   sFT  1.00002429   +1 11 52.1
 AN2285;UTM  14      - 3,133,102.608   739,760.454   MT  1.00030953   +1 09 35.1
 AN2285
 AN2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2285!SPC TXSC     -   1.00000406  x   1.00002429  =   1.00002835
 AN2285!UTM  14      -   1.00000406  x   1.00030953  =   1.00031359
 AN2285
 AN2285|---------------------------------------------------------------------|
 AN2285| PID    Reference Object                     Distance      Geod. Az  |
 AN2285|                                                           dddmmss.s |
 AN2285| CV6678 PRINGE RM 1                          19.480 METERS 17119     |
 AN2285| AN2290 GREEK                               APPROX. 8.7 KM 2383621.5 |
 AN2285| CV6679 PRINGE RM 2                          84.750 METERS 26513     |
 AN2285|---------------------------------------------------------------------|
 AN2285
 AN2285                          SUPERSEDED SURVEY CONTROL
 AN2285
 AN2285  NAD 83(1986)-  28 18 07.82729(N)    096 33 18.14770(W) AD(       ) 2
 AN2285  NAD 27      -  28 18 06.80700(N)    096 33 17.22100(W) AD(       ) 2
 AN2285
 AN2285.Superseded values are not recommended for survey control.
 AN2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2285.See file dsdata.txt to determine how the superseded data were derived.
 AN2285
 AN2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3976033103(NAD 83)
 AN2285_MARKER: DS = TRIANGULATION STATION DISK
 AN2285_SETTING: 0 = UNSPECIFIED SETTING
 AN2285
 AN2285  HISTORY     - Date     Condition        Report By
 AN2285  HISTORY     - 1934     MONUMENTED       CGS
 AN2285  HISTORY     - 1937     GOOD             TSI
 AN2285  HISTORY     - 1946     SEE DESCRIPTION  USE
 AN2285  HISTORY     - 1948     SEE DESCRIPTION  LOCSUR
 AN2285  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2285
 AN2285                          STATION DESCRIPTION
 AN2285
 AN2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2285'STATION IS LOCATED ABOUT 12 MILES SE OF SEADRIFT, ON THE
 AN2285'N SHORE OF MATAGORDA ISLAND.  IT IS 100 METERS NW OF THE
 AN2285'N SIDE OF CONTEE LAKE, 20 METERS SE OF S SHORE OF ESPIRITU SANTO
 AN2285'BAY, AND ABOUT 1 MILE W OF THE W END OF PRINGE LAKE.
 AN2285'
 AN2285'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2285'SET IN CONCRETE.
 AN2285'
 AN2285'THE FOLLOWING MAGNETIC BEARING WAS TAKEN FROM THE STATION--
 AN2285'MATAGORDA LIGHTHOUSE, 66 DEG 30 MIN.
 AN2285'
 AN2285'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AN2285
 AN2285                          STATION RECOVERY (1937)
 AN2285
 AN2285'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2285'DESCRIPTION ACCURATE.  STATION IN GOOD CONDITION.  TOWER
 AN2285'IN GOOD CONDITION THOUGH WEATHERED.
 AN2285
 AN2285                          STATION RECOVERY (1946)
 AN2285
 AN2285'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2285'DETAILED STATEMENT AS TO THE FITNESS OF THE ORIGINAL DESCRIPTION--
 AN2285'SURFACE AND UNDERGROUND MARKS FOUND TOPPLED OVER AND UNDER SHELL
 AN2285'ON EDGE OF BEACH.  REFERENCE MARK 1 IS IN GOOD CONDITION
 AN2285'AND IS NOW 70 FEET FROM WATERS EDGE.  A 1-1/2 INCH GALVANIZED
 AN2285'PIPE WAS SET 5 FEET N OF REFERENCE MARK 1 AND EXTENDING
 AN2285'3-1/2 FEET ABOVE GROUND.
 AN2285'
 AN2285'REFERENCE MARK 2 IN GOOD CONDITION BUT IS IN SHALLOW WATER
 AN2285'10 FEET FROM SHORE.  DESCRIPTION GOOD.
 AN2285
 AN2285                          STATION RECOVERY (1948)
 AN2285
 AN2285'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (AGW)
 AN2285'STATION RECOVERED BY THE TEXAS COMPANY.
 AN2285'
 AN2285'STATION MARK SEARCHED FOR, AND FOUND ENTIRE CONCRETE BLOCK
 AN2285'WASHED OUT AND LYING ON SIDE.  REFERENCE MARKERS FOUND.
 AN2285
 AN2285                          STATION RECOVERY (1998)
 AN2285
 AN2285'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1689 ***********************************************************************
 FL1689  DESIGNATION -  PRINGLE
 FL1689  PID         -  FL1689
 FL1689  STATE/COUNTY-  TX/HUTCHINSON
 FL1689  USGS QUAD   -  PRINGLE (1978)
 FL1689
 FL1689                         *CURRENT SURVEY CONTROL
 FL1689  ___________________________________________________________________
 FL1689* NAD 83(1993)-  35 57 01.65076(N)    101 25 09.62811(W)     ADJUSTED  
 FL1689* NAVD 88     -      1015.     (meters)    3330.     (feet)  SCALED    
 FL1689  ___________________________________________________________________
 FL1689  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 FL1689  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FL1689
 FL1689  HORZ ORDER  -  FIRST
 FL1689
 FL1689.The horizontal coordinates were established by classical geodetic methods
 FL1689.and adjusted by the National Geodetic Survey in February 1996..
 FL1689
 FL1689.The orthometric height was scaled from a topographic map.
 FL1689
 FL1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1689
 FL1689.The geoid height was determined by GEOID03.
 FL1689
 FL1689;                    North         East     Units Scale Factor Converg.
 FL1689;SPC TX N     - 1,216,384.625   207,276.710   MT  0.99995397   +0 02 48.3
 FL1689;SPC TX N     - 3,990,755.22    680,040.34   sFT  0.99995397   +0 02 48.3
 FL1689;UTM  14      - 3,981,159.202   281,793.918   MT  1.00018673   -1 25 15.3
 FL1689
 FL1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1689!SPC TX N     -   0.99984488  x   0.99995397  =   0.99979886
 FL1689!UTM  14      -   0.99984488  x   1.00018673  =   1.00003158
 FL1689
 FL1689|---------------------------------------------------------------------|
 FL1689| PID    Reference Object                     Distance      Geod. Az  |
 FL1689|                                                           dddmmss.s |
 FL1689| CJ7381 PRINGLE RM 1                         17.938 METERS 20640     |
 FL1689| FL1690 PRINGLE MARTIN LANE GRAIN ELEV      APPROX. 3.2 KM 2653153.8 |
 FL1689| FL1691 PRINGLE BARNETT GRAIN CO ELEV       APPROX. 3.2 KM 2693901.3 |
 FL1689| CJ7380 PRINGLE AZ MK                                      2715304.6 |
 FL1689| CJ7382 PRINGLE RM 2                         22.430 METERS 33325     |
 FL1689|---------------------------------------------------------------------|
 FL1689
 FL1689                          SUPERSEDED SURVEY CONTROL
 FL1689
 FL1689  NAD 83(1993)-  35 57 01.65070(N)    101 25 09.62771(W) AD(       ) 1
 FL1689  NAD 83(1986)-  35 57 01.65930(N)    101 25 09.61611(W) AD(       ) 1
 FL1689  NAD 27      -  35 57 01.52400(N)    101 25 08.02300(W) AD(       ) 1
 FL1689
 FL1689.Superseded values are not recommended for survey control.
 FL1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1689.See file dsdata.txt to determine how the superseded data were derived.
 FL1689
 FL1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8179481159(NAD 83)
 FL1689_MARKER: DS = TRIANGULATION STATION DISK
 FL1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1689
 FL1689  HISTORY     - Date     Condition        Report By
 FL1689  HISTORY     - 1951     MONUMENTED       CGS
 FL1689
 FL1689                          STATION DESCRIPTION
 FL1689
 FL1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1689'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF STINNETT,
 FL1689'2 MILES EAST OF PRINGLE, 1.5 MILES NORTH OF STATE ROUTE 117,
 FL1689'6 FEET SOUTHWEST OF A WITNESS POST, AND ON A SMALL ISLAND IN
 FL1689'THE CENTER OF A ROAD INTERSECTION.
 FL1689'
 FL1689'TO REACH THE STATION FROM THE COURTHOUSE IN STINNETT.  GO
 FL1689'NORTH ON STATE ROUTE 117 FOR 7.4 MILES TO A CROSSROAD, TURN LEFT
 FL1689'AND GO NORTH ON A DIRT ROAD FOR 1.5 MILES TO A T-INTERSECTION
 FL1689'AND THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM
 FL1689'THE STATION, GO WEST ON A DIRT ROAD FOR 0.65 MILE TO THE
 FL1689'AZIMUTH MARK AS DESCRIBED.
 FL1689'
 FL1689'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1689'POSTS.
 FL1689'
 FL1689'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 FL1689'PRINGLE 1951.
 FL1689'
 FL1689'REFERENCE MARK NO. 1 IS 42 FEET NORTHWEST OF A DIRT ROAD.
 FL1689'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED PRINGLE
 FL1689'NO 1 1951.
 FL1689'
 FL1689'REFERENCE MARK NO. 2 IS 36 FEET EAST OF A TELEPHONE POLE AND
 FL1689'28 FEET SOUTH OF A DIRT ROAD.  THE MARK PROJECTS 5 INCHES,
 FL1689'AND THE DISK IS STAMPED PRINGLE NO 2 1951.
 FL1689'
 FL1689'THE AZIMUTH MARK IS 29 FEET NORTH OF A DIRT ROAD, 5 FEET EAST
 FL1689'OF A WITNESS POST, AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 FL1689'PROJECTS 5 INCHES, AND THE DISK IS STAMPED PRINGLE 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1691 ***********************************************************************
 FL1691  DESIGNATION -  PRINGLE BARNETT GRAIN CO ELEV
 FL1691  PID         -  FL1691
 FL1691  STATE/COUNTY-  TX/HUTCHINSON
 FL1691  USGS QUAD   -  PRINGLE (1978)
 FL1691
 FL1691                         *CURRENT SURVEY CONTROL
 FL1691  ___________________________________________________________________
 FL1691* NAD 83(1993)-  35 57 00.99142(N)    101 27 18.62631(W)     ADJUSTED  
 FL1691* NAVD 88     -                                                        
 FL1691  ___________________________________________________________________
 FL1691  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 FL1691  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 FL1691
 FL1691  HORZ ORDER  -  THIRD
 FL1691
 FL1691.The horizontal coordinates were established by classical geodetic methods
 FL1691.and adjusted by the National Geodetic Survey in February 1996..
 FL1691
 FL1691
 FL1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1691
 FL1691.The geoid height was determined by GEOID03.
 FL1691
 FL1691;                    North         East     Units Scale Factor Converg.
 FL1691;SPC TX N     - 1,216,362.252   204,044.029   MT  0.99995395   +0 01 33.5
 FL1691;SPC TX N     - 3,990,681.82    669,434.45   sFT  0.99995395   +0 01 33.5
 FL1691;UTM  14      - 3,981,219.657   278,560.943   MT  1.00020425   -1 26 31.1
 FL1691
 FL1691                          SUPERSEDED SURVEY CONTROL
 FL1691
 FL1691  NAD 83(1993)-  35 57 00.99127(N)    101 27 18.62583(W) AD(       ) 4
 FL1691  NAD 83(1986)-  35 57 00.99995(N)    101 27 18.61379(W) AD(       ) 4
 FL1691  NAD 27      -  35 57 00.86500(N)    101 27 17.01800(W) AD(       ) 3
 FL1691
 FL1691.Superseded values are not recommended for survey control.
 FL1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1691.See file dsdata.txt to determine how the superseded data were derived.
 FL1691
 FL1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7856181220(NAD 83)
 FL1691_MARKER: 65 = GRAIN ELEVATOR
 FL1691
 FL1691  HISTORY     - Date     Condition        Report By
 FL1691  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1691
 FL1691                          STATION DESCRIPTION
 FL1691
 FL1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FL1691'THE STATION IS JUST EAST OF THE TOWN OF PRINGLE, ON THE EAST
 FL1691'SIDE OF FARM ROAD 278, ON THE SOUTH SIDE OF FARM ROAD 1598,
 FL1691'AND ON THE WEST SIDE OF THE RAILROAD TRACKS.
 FL1691'
 FL1691'THE ELEVATOR IS A CORRUGATED METAL BUILDING ABOUT 60 FEET HIGH
 FL1691'AND IS THE NORTHERLY ONE OF TWO SIMILAR ELEVATORS.
 FL1691'
 FL1691'THE POINT LOCATED WAS THE TOP CENTER OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1690 ***********************************************************************
 FL1690  DESIGNATION -  PRINGLE MARTIN LANE GRAIN ELEV
 FL1690  PID         -  FL1690
 FL1690  STATE/COUNTY-  TX/HUTCHINSON
 FL1690  USGS QUAD   -  PRINGLE (1978)
 FL1690
 FL1690                         *CURRENT SURVEY CONTROL
 FL1690  ___________________________________________________________________
 FL1690* NAD 83(1993)-  35 56 53.49171(N)    101 27 17.73193(W)     ADJUSTED  
 FL1690* NAVD 88     -                                                        
 FL1690  ___________________________________________________________________
 FL1690  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 FL1690  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 FL1690
 FL1690  HORZ ORDER  -  THIRD
 FL1690
 FL1690.The horizontal coordinates were established by classical geodetic methods
 FL1690.and adjusted by the National Geodetic Survey in February 1996..
 FL1690
 FL1690
 FL1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1690
 FL1690.The geoid height was determined by GEOID03.
 FL1690
 FL1690;                    North         East     Units Scale Factor Converg.
 FL1690;SPC TX N     - 1,216,131.120   204,066.548   MT  0.99995361   +0 01 34.0
 FL1690;SPC TX N     - 3,989,923.52    669,508.33   sFT  0.99995361   +0 01 34.0
 FL1690;UTM  14      - 3,980,987.965   278,577.538   MT  1.00020416   -1 26 30.3
 FL1690
 FL1690                          SUPERSEDED SURVEY CONTROL
 FL1690
 FL1690  NAD 83(1993)-  35 56 53.49156(N)    101 27 17.73144(W) AD(       ) 4
 FL1690  NAD 83(1986)-  35 56 53.50023(N)    101 27 17.71945(W) AD(       ) 4
 FL1690  NAD 27      -  35 56 53.36400(N)    101 27 16.12400(W) AD(       ) 3
 FL1690
 FL1690.Superseded values are not recommended for survey control.
 FL1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1690.See file dsdata.txt to determine how the superseded data were derived.
 FL1690
 FL1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7857880988(NAD 83)
 FL1690_MARKER: 65 = GRAIN ELEVATOR
 FL1690
 FL1690  HISTORY     - Date     Condition        Report By
 FL1690  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1690
 FL1690                          STATION DESCRIPTION
 FL1690
 FL1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1690'THE STATION IS JUST EAST OF THE TOWN OF PRINGLE, ON THE EAST
 FL1690'SIDE OF FARM ROAD 278 AND ON THE WEST SIDE OF THE RAILROAD
 FL1690'TRACKS.
 FL1690'
 FL1690'THE ELEVATOR IS A CORRUGATED METAL BUILDING ABOUT 60 FEET HIGH
 FL1690'AND IS THE SOUTHERLY ONE OF TWO SIMILAR ELEVATORS.
 FL1690'
 FL1690'THE POINT LOCATED WAS THE TOP CENTER OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6866 ***********************************************************************
 AW6866  DESIGNATION -  PRISON
 AW6866  PID         -  AW6866
 AW6866  STATE/COUNTY-  TX/BRAZORIA
 AW6866  USGS QUAD   -  BRAZORIA (1952)
 AW6866
 AW6866                         *CURRENT SURVEY CONTROL
 AW6866  ___________________________________________________________________
 AW6866* NAD 83(1993)-  29 04 52.49088(N)    095 30 41.62949(W)     ADJUSTED  
 AW6866* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6866  ___________________________________________________________________
 AW6866  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AW6866  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW6866
 AW6866  HORZ ORDER  -  SECOND
 AW6866
 AW6866.The horizontal coordinates were established by classical geodetic methods
 AW6866.and adjusted by the National Geodetic Survey in February 1996..
 AW6866
 AW6866.The orthometric height was scaled from a topographic map.
 AW6866
 AW6866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6866
 AW6866.The geoid height was determined by GEOID03.
 AW6866
 AW6866;                    North         East     Units Scale Factor Converg.
 AW6866;SPC TXSC     - 4,143,366.767   939,549.772   MT  0.99987298   +1 42 32.5
 AW6866;SPC TXSC     -13,593,695.80  3,082,506.21   sFT  0.99987298   +1 42 32.5
 AW6866;UTM  15      - 3,219,592.665   255,523.804   MT  1.00033761   -1 13 16.9
 AW6866
 AW6866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6866!SPC TXSC     -   1.00000325  x   0.99987298  =   0.99987623
 AW6866!UTM  15      -   1.00000325  x   1.00033761  =   1.00034086
 AW6866
 AW6866:                Primary Azimuth Mark                     Grid Az
 AW6866:SPC TXSC     -  PRISON 2 AZ MK                           008 05 53.0
 AW6866:UTM  15      -  PRISON 2 AZ MK                           011 01 42.4
 AW6866
 AW6866|---------------------------------------------------------------------|
 AW6866| PID    Reference Object                     Distance      Geod. Az  |
 AW6866|                                                           dddmmss.s |
 AW6866| AW6863 PRISON 2 AZ MK                      APPROX. 0.6 KM 0094825.5 |
 AW6866| AW6864 PRISON 2                            212.992 METERS 02743     |
 AW6866| AW6829 RETRIEVE ST PRISON FARM TANK        APPROX. 3.3 KM 0665955.0 |
 AW6866| CV6681 PRISON RM 2                          22.183 METERS 18118     |
 AW6866| CV6680 PRISON RM 1                          24.899 METERS 35113     |
 AW6866| AW6865 PRISON AZ MK                        474.241 METERS 3592925.9 |
 AW6866|---------------------------------------------------------------------|
 AW6866
 AW6866                          SUPERSEDED SURVEY CONTROL
 AW6866
 AW6866  NAD 83(1986)-  29 04 52.50256(N)    095 30 41.61029(W) AD(       ) 2
 AW6866  NAD 27      -  29 04 51.61900(N)    095 30 40.81500(W) AD(       ) 2
 AW6866
 AW6866.Superseded values are not recommended for survey control.
 AW6866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6866.See file dsdata.txt to determine how the superseded data were derived.
 AW6866
 AW6866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5552419593(NAD 83)
 AW6866_MARKER: DS = TRIANGULATION STATION DISK
 AW6866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6866
 AW6866  HISTORY     - Date     Condition        Report By
 AW6866  HISTORY     - 1954     MONUMENTED       CGS
 AW6866  HISTORY     - 1959     GOOD             TX-039
 AW6866
 AW6866                          STATION DESCRIPTION
 AW6866
 AW6866'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6866'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF BRAZORIA, 3
 AW6866'MILES NORTHWEST OF LAKE JACKSON, 0.5 MILE WEST OF THE WESTERN
 AW6866'BOUNDARY OF THE RETRIEVE STATE PRISON FARM, ALONG THE EASTERN
 AW6866'EDGE OF THE DOW BRAZORIA RESERVOIR, AND ON PROPERTY OF THE DOW
 AW6866'CHEMICAL COMPANY.
 AW6866'
 AW6866'REACHED FROM THE JUNCTION OF STATE HIGHWAY 288 AND FARM ROAD
 AW6866'1605 IN THE SOUTHEAST EDGE OF CLUTE BY GOING NORTHWESTERLY ON
 AW6866'ROAD 1605 FOR 11.7 MILES TO A TRACK ROAD TO THE RIGHT.  TURN
 AW6866'RIGHT AND FOLLOW A WINDING ROAD FOR 0.4 MILE TO A T-ROAD.  TURN
 AW6866'RIGHT AND FOLLOW ALONG THE SOUTHEAST SIDE OF THE MISSOURI PACIFIC
 AW6866'RAILROAD TRACKS FOR 1.5 MILES TO A JOG IN THE ROAD.  TURN RIGHT,
 AW6866'THEN LEFT, AND FOLLOW A TRACK ROAD AT THE TOE OF A LEVEE BANK
 AW6866'FOR 2.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AW6866'STRAIGHT, SOUTHERLY, FOR 0.3 MILE TO THE STATION ON THE
 AW6866'RIGHT.
 AW6866'
 AW6866'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6866'IS 33 FEET WEST OF THE WEST BANK OF A DRAINAGE CANAL, 6 FEET EAST
 AW6866'OF THE LEVEE TOE, AND 3 FEET EAST OF A WITNESS POST.  THE DISK IS
 AW6866'STAMPED PRISON 1954, AND THE MARK PROJECTS 4 INCHES.
 AW6866'
 AW6866'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6866'IS 47 FEET WEST OF THE CANAL BANK AND 5 FEET EAST OF THE LEVEE
 AW6866'TOE.  THE DISK IS STAMPED PRISON NO 1 1954, AND THE MARK PROJECTS
 AW6866'4 INCHES.
 AW6866'
 AW6866'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6866'IS 36 FEET WEST OF THE CANAL BANK AND 2 FEET EAST OF THE LEVEE
 AW6866'TOE.  THE DISK IS STAMPED PRISON NO 2 1954, AND THE MARK PROJECTS
 AW6866'5 INCHES.
 AW6866'
 AW6866'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6866'IS 30 FEET WEST OF THE CANAL BANK, 6 FEET EAST OF THE LEVEE
 AW6866'TOE, AND 4 FEET SOUTH OF A WITNESS POST.  THE DISK IS STAMPED
 AW6866'PRISON 1954, AND THE MARK PROJECTS 5 INCHES.
 AW6866'
 AW6866'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AW6866
 AW6866                          STATION RECOVERY (1959)
 AW6866
 AW6866'RECOVERY NOTE BY BRAZORIA COUNTY TEXAS 1959 (EWM)
 AW6866'STATION WAS RECOVERED AS DESCRIBED IN 1954, EXCEPT THAT REFERENCE
 AW6866'MARK NO. 2 WAS NOT RECOVERED.  DISTANCE AND DIRECTION TO REFERENCE
 AW6866'MARK NO. 1 DID NOT CHECK.  OLD DESCRIPTION IS ADEQUATE, HOWEVER
 AW6866'IT IS SUGGESTED THAT ACCESS AND ROUTE DIRECTIONS SHOULD BE
 AW6866'REQUESTED OF THE GAS AND WATER DEPARTMENT, OUTSIDE MAINTENANCE
 AW6866'AND CONSTRUCTION SECTION, THE DOW CHEMICAL CO., FREEPORT, TEXAS,
 AW6866'FOR EASIEST ACCESS AT ANY GIVEN TIME.
 AW6866'
 AW6866'DISTANCES AND DIRECTIONS ARE AS SHOWN BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6864 ***********************************************************************
 AW6864  DESIGNATION -  PRISON 2
 AW6864  PID         -  AW6864
 AW6864  STATE/COUNTY-  TX/BRAZORIA
 AW6864  USGS QUAD   -  BRAZORIA (1952)
 AW6864
 AW6864                         *CURRENT SURVEY CONTROL
 AW6864  ___________________________________________________________________
 AW6864* NAD 83(1993)-  29 04 58.61505(N)    095 30 37.96649(W)     ADJUSTED  
 AW6864* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6864  ___________________________________________________________________
 AW6864  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AW6864  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW6864
 AW6864  HORZ ORDER  -  THIRD
 AW6864
 AW6864.The horizontal coordinates were established by classical geodetic methods
 AW6864.and adjusted by the National Geodetic Survey in February 1996..
 AW6864.No horizontal observational check was made to the station.
 AW6864
 AW6864.The orthometric height was scaled from a topographic map.
 AW6864
 AW6864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6864
 AW6864.The geoid height was determined by GEOID03.
 AW6864
 AW6864;                    North         East     Units Scale Factor Converg.
 AW6864;SPC TXSC     - 4,143,558.165   939,643.157   MT  0.99987285   +1 42 34.3
 AW6864;SPC TXSC     -13,594,323.75  3,082,812.59   sFT  0.99987285   +1 42 34.3
 AW6864;UTM  15      - 3,219,779.125   255,626.900   MT  1.00033698   -1 13 15.3
 AW6864
 AW6864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6864!SPC TXSC     -   1.00000325  x   0.99987285  =   0.99987610
 AW6864!UTM  15      -   1.00000325  x   1.00033698  =   1.00034023
 AW6864
 AW6864:                Primary Azimuth Mark                     Grid Az
 AW6864:SPC TXSC     -  RETRIEVE ST PRISON FARM TANK             067 43 56.9
 AW6864:UTM  15      -  RETRIEVE ST PRISON FARM TANK             070 39 46.5
 AW6864
 AW6864|---------------------------------------------------------------------|
 AW6864| PID    Reference Object                     Distance      Geod. Az  |
 AW6864|                                                           dddmmss.s |
 AW6864| AW6829 RETRIEVE ST PRISON FARM TANK        APPROX. 3.2 KM 0692631.2 |
 AW6864| AW6866 PRISON                              212.992 METERS 20743     |
 AW6864| CV6682 PRISON 2 RM 1                                      20855     |
 AW6864| AW6865 PRISON AZ MK                        303.767 METERS 34007     |
 AW6864| AW6863 PRISON 2 AZ MK                      368.631 METERS 35934     |
 AW6864|---------------------------------------------------------------------|
 AW6864
 AW6864                          SUPERSEDED SURVEY CONTROL
 AW6864
 AW6864  NAD 83(1986)-  29 04 58.62671(N)    095 30 37.94729(W) AD(       ) 3
 AW6864  NAD 27      -  29 04 57.74300(N)    095 30 37.15200(W) AD(       ) 3
 AW6864
 AW6864.Superseded values are not recommended for survey control.
 AW6864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6864.See file dsdata.txt to determine how the superseded data were derived.
 AW6864
 AW6864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5562719779(NAD 83)
 AW6864_MARKER: Z = SEE DESCRIPTION
 AW6864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6864_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6864
 AW6864  HISTORY     - Date     Condition        Report By
 AW6864  HISTORY     - 1959     MONUMENTED       TX-039
 AW6864  HISTORY     - 1980     GOOD             NGS
 AW6864
 AW6864                          STATION DESCRIPTION
 AW6864
 AW6864'DESCRIBED BY BRAZORIA COUNTY TEXAS 1959 (EWM)
 AW6864'RECOVERED BY DEPUTY CO. SURVEYOR, BRAZORIA, CO.
 AW6864'
 AW6864'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF BRAZORIA, 3 MILES
 AW6864'NORTHWEST OF JACKSON AND ON PROPERTY OWNED BY THE DOW CHEMICAL
 AW6864'COMPANY.  UNDERGROUND MARK IS A 2-1/2 INCH MONEL PLATE CAST
 AW6864'IN ABOUT 1/2 CUBIC FOOT OF CONCRETE AND SET ABOUT 4.5 FEET BELOW
 AW6864'THE SURFACE, AND STAMPED PRISON 2 1959.  THE SURFACE MARK IS
 AW6864'CENTERED OVER THE UNDERGROUND MARK AND IS A 2-1/2 INCH MONEL
 AW6864'PLATE, STAMPED PRISON 2 1959 T.D.C.C., CAST IN THE TOP OF A
 AW6864'CONCRETE MONUMENT, WHICH IS ABOUT 14 INCHES IN DIAMETER AND
 AW6864'PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND.  IT IS 127 FEET EAST
 AW6864'OF THE EAST TOP BANK OF A LARGE DRAINAGE DITCH, WHICH
 AW6864'PARALLELS THE SAID RESERVOIR LEVEE, 75 FEET NORTH OF AN ALUMINUM
 AW6864'GATE, 9 FEET WEST OF DOW BRAZORIA RESERVOIR EAST BOUNDARY
 AW6864'FENCE, 5 FEET SOUTH OF THE WESTWARDLY PROJECTION OF THE
 AW6864'CENTERLINE OF A TURN-ROW IN RETREIVE STATE PRISON FARM,
 AW6864'3 FEET SOUTHEAST AND NORTHWEST RESPECTIVELY, OF TWO
 AW6864'YELLOW WITNESS POSTS.
 AW6864'
 AW6864'TO REACH--IT IS SUGGESTED THAT A REQUEST FOR ACCESS AND ROUTE
 AW6864'DIRECTIONS SHOULD BE MADE OF THE GAS AND WATER DEPARTMENT,
 AW6864'OUTSIDE MAINTENANCE AND CONSTRUCTION SECTION, THE DOW CHEMICAL
 AW6864'COMPANY, FREEPORT, TEXAS, FOR THE MOST PRACTICAL ROUTE AT ANY
 AW6864'GIVEN TIME.
 AW6864'
 AW6864'REFERENCE MARK NO. 1 IS SIMILAR IN CONSTRUCTION TO THE STATION
 AW6864'MARK, 132.977 FEET SOUTHWEST OF THE STATION AND THE PLATE IS
 AW6864'STAMPED R.M. 1 PRISON 2 1959.
 AW6864'
 AW6864'AZIMUTH MARK IS A CONCRETE MONUMENT, SIMILAR IN CONSTRUCTION
 AW6864'TO THE STATION MARK, WITH A 2-1/2 INCH MONEL PLATE, STAMPED WITH
 AW6864'AN ARROW POINTING TO THE STATION AND AZ MARK PRISON 2 1959.
 AW6864'IT IS 1209.  FEET NORTH OF THE STATION, 130 FEET EAST OF THE TOP
 AW6864'BANK OF THE DRAINAGE DITCH AND 5 FEET WEST OF THE DOW BRAZORIA
 AW6864'RESERVOIR EAST BOUNDARY FENCE AND 3 FEET NORTHWEST AND
 AW6864'SOUTHEAST, RESPECTIVELY, OF TWO YELLOW WITNESS POSTS.
 AW6864
 AW6864                          STATION RECOVERY (1980)
 AW6864
 AW6864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 AW6864'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6864'
 AW6864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NE OF
 AW6864'BRAZORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6863 ***********************************************************************
 AW6863  DESIGNATION -  PRISON 2 AZ MK
 AW6863  PID         -  AW6863
 AW6863  STATE/COUNTY-  TX/BRAZORIA
 AW6863  USGS QUAD   -  BRAZORIA (1952)
 AW6863
 AW6863                         *CURRENT SURVEY CONTROL
 AW6863  ___________________________________________________________________
 AW6863* NAD 83(1993)-  29 05 10.58789(N)    095 30 38.06818(W)     ADJUSTED  
 AW6863* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6863  ___________________________________________________________________
 AW6863  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW6863  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW6863
 AW6863  HORZ ORDER  -  THIRD
 AW6863
 AW6863.The horizontal coordinates were established by classical geodetic methods
 AW6863.and adjusted by the National Geodetic Survey in February 1996..
 AW6863.No horizontal observational check was made to the station.
 AW6863
 AW6863.The orthometric height was scaled from a topographic map.
 AW6863
 AW6863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6863
 AW6863.The geoid height was determined by GEOID03.
 AW6863
 AW6863;                    North         East     Units Scale Factor Converg.
 AW6863;SPC TXSC     - 4,143,926.493   939,629.413   MT  0.99987260   +1 42 34.2
 AW6863;SPC TXSC     -13,595,532.17  3,082,767.50   sFT  0.99987260   +1 42 34.2
 AW6863;UTM  15      - 3,220,147.845   255,632.007   MT  1.00033695   -1 13 15.8
 AW6863
 AW6863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6863!SPC TXSC     -   1.00000325  x   0.99987260  =   0.99987585
 AW6863!UTM  15      -   1.00000325  x   1.00033695  =   1.00034020
 AW6863
 AW6863:                Primary Azimuth Mark                     Grid Az
 AW6863:SPC TXSC     -  RETRIEVE ST PRISON FARM TANK             074 14 03.5
 AW6863:UTM  15      -  RETRIEVE ST PRISON FARM TANK             077 09 53.5
 AW6863
 AW6863|---------------------------------------------------------------------|
 AW6863| PID    Reference Object                     Distance      Geod. Az  |
 AW6863|                                                           dddmmss.s |
 AW6863| AW6829 RETRIEVE ST PRISON FARM TANK        APPROX. 3.1 KM 0755637.7 |
 AW6863| AW6864 PRISON 2                            368.631 METERS 17934     |
 AW6863| AW6866 PRISON                              APPROX. 0.6 KM 1894827.3 |
 AW6863| AW6865 PRISON AZ MK                        130.333 METERS 23028     |
 AW6863|---------------------------------------------------------------------|
 AW6863
 AW6863                          SUPERSEDED SURVEY CONTROL
 AW6863
 AW6863  NAD 83(1986)-  29 05 10.59950(N)    095 30 38.04897(W) AD(       ) 3
 AW6863  NAD 27      -  29 05 09.71700(N)    095 30 37.25400(W) AD(       ) 3
 AW6863
 AW6863.Superseded values are not recommended for survey control.
 AW6863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6863.See file dsdata.txt to determine how the superseded data were derived.
 AW6863
 AW6863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5563220148(NAD 83)
 AW6863_MARKER: Z = SEE DESCRIPTION
 AW6863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6863+STABILITY: SURFACE MOTION
 AW6863
 AW6863  HISTORY     - Date     Condition        Report By
 AW6863  HISTORY     - 1959     MONUMENTED       CGS
 AW6863  HISTORY     - 1980     GOOD             NGS
 AW6863
 AW6863                          STATION DESCRIPTION
 AW6863
 AW6863'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW6863'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF BRAZORIA, 3 MILES
 AW6863'NORTHWEST OF JACKSON AND ON PROPERTY OWNED BY THE DOW CHEMICAL
 AW6863'COMPANY.
 AW6863'
 AW6863'TO REACH--IT IS SUGGESTED THAT A REQUEST FOR ACCESS AND ROUTE
 AW6863'DIRECTIONS SHOULD BE MADE OF THE GAS AND WATER DEPARTMENT,
 AW6863'OUTSIDE MAINTENANCE AND CONSTRUCTION SECTION, THE DOW CHEMICAL
 AW6863'COMPANY, FREEPORT, TEXAS, FOR THE MOST PRACTICAL ROUTE AT ANY
 AW6863'GIVEN TIME.
 AW6863'
 AW6863'AZIMUTH MARK IS A CONCRETE MONUMENT, SIMILAR IN CONSTRUCTION
 AW6863'TO THE STATION MARK, WITH A 2-1/2 INCH MONEL PLATE, STAMPED WITH
 AW6863'AN ARROW POINTING TO THE STATION AND AZ MARK PRISON 2 1959.
 AW6863'IT IS 1209.  FEET NORTH OF THE STATION, 130 FEET EAST OF THE TOP
 AW6863'BANK OF THE DRAINAGE DITCH AND 5 FEET WEST OF THE DOW BRAZORIA
 AW6863'RESERVOIR EAST BOUNDARY FENCE AND 3 FEET NORTHWEST AND
 AW6863'SOUTHEAST, RESPECTIVELY, OF TWO YELLOW WITNESS POSTS.
 AW6863
 AW6863                          STATION RECOVERY (1980)
 AW6863
 AW6863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 AW6863'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW6863'
 AW6863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NE OF
 AW6863'BRAZORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6865 ***********************************************************************
 AW6865  DESIGNATION -  PRISON AZ MK
 AW6865  PID         -  AW6865
 AW6865  STATE/COUNTY-  TX/BRAZORIA
 AW6865  USGS QUAD   -  BRAZORIA (1952)
 AW6865
 AW6865                         *CURRENT SURVEY CONTROL
 AW6865  ___________________________________________________________________
 AW6865* NAD 83(1993)-  29 05 07.89366(N)    095 30 41.78542(W)     ADJUSTED  
 AW6865* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6865  ___________________________________________________________________
 AW6865  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW6865  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW6865
 AW6865  HORZ ORDER  -  THIRD
 AW6865
 AW6865.The horizontal coordinates were established by classical geodetic methods
 AW6865.and adjusted by the National Geodetic Survey in February 1996..
 AW6865.No horizontal observational check was made to the station.
 AW6865
 AW6865.The orthometric height was scaled from a topographic map.
 AW6865
 AW6865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6865
 AW6865.The geoid height was determined by GEOID03.
 AW6865
 AW6865;                    North         East     Units Scale Factor Converg.
 AW6865;SPC TXSC     - 4,143,840.592   939,531.416   MT  0.99987265   +1 42 32.4
 AW6865;SPC TXSC     -13,595,250.34  3,082,445.99   sFT  0.99987265   +1 42 32.4
 AW6865;UTM  15      - 3,220,067.029   255,529.698   MT  1.00033757   -1 13 17.5
 AW6865
 AW6865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6865!SPC TXSC     -   1.00000325  x   0.99987265  =   0.99987590
 AW6865!UTM  15      -   1.00000325  x   1.00033757  =   1.00034082
 AW6865
 AW6865|---------------------------------------------------------------------|
 AW6865| PID    Reference Object                     Distance      Geod. Az  |
 AW6865|                                                           dddmmss.s |
 AW6865| AW6863 PRISON 2 AZ MK                      130.333 METERS 05028     |
 AW6865| AW6864 PRISON 2                            303.767 METERS 16007     |
 AW6865| AW6866 PRISON                              474.241 METERS 1792925.8 |
 AW6865|---------------------------------------------------------------------|
 AW6865
 AW6865                          SUPERSEDED SURVEY CONTROL
 AW6865
 AW6865  NAD 83(1986)-  29 05 07.90529(N)    095 30 41.76618(W) AD(       ) 3
 AW6865  NAD 27      -  29 05 07.02200(N)    095 30 40.97100(W) AD(       ) 3
 AW6865
 AW6865.Superseded values are not recommended for survey control.
 AW6865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6865.See file dsdata.txt to determine how the superseded data were derived.
 AW6865
 AW6865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5553020067(NAD 83)
 AW6865_MARKER: DZ = AZIMUTH MARK DISK
 AW6865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6865+STABILITY: SURFACE MOTION
 AW6865
 AW6865  HISTORY     - Date     Condition        Report By
 AW6865  HISTORY     - 1954     MONUMENTED       CGS
 AW6865
 AW6865                          STATION DESCRIPTION
 AW6865
 AW6865'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW6865'REACHED FROM THE JUNCTION OF STATE HIGHWAY 288 AND FARM ROAD
 AW6865'1605 IN THE SOUTHEAST EDGE OF CLUTE BY GOING NORTHWESTERLY ON
 AW6865'ROAD 1605 FOR 11.7 MILES TO A TRACK ROAD TO THE RIGHT.  TURN
 AW6865'RIGHT AND FOLLOW A WINDING ROAD FOR 0.4 MILE TO A T-ROAD.  TURN
 AW6865'RIGHT AND FOLLOW ALONG THE SOUTHEAST SIDE OF THE MISSOURI PACIFIC
 AW6865'RAILROAD TRACKS FOR 1.5 MILES TO A JOG IN THE ROAD.  TURN RIGHT,
 AW6865'THEN LEFT, AND FOLLOW A TRACK ROAD AT THE TOE OF A LEVEE BANK
 AW6865'FOR 2.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AW6865'
 AW6865'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6865'IS 30 FEET WEST OF THE CANAL BANK, 6 FEET EAST OF THE LEVEE
 AW6865'TOE, AND 4 FEET SOUTH OF A WITNESS POST.  THE DISK IS STAMPED
 AW6865'PRISON 1954, AND THE MARK PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0678 ***********************************************************************
 AZ0678  DESIGNATION -  PROCTOR
 AZ0678  PID         -  AZ0678
 AZ0678  STATE/COUNTY-  TX/VAL VERDE
 AZ0678  USGS QUAD   -  PUMPVILLE (1980)
 AZ0678
 AZ0678                         *CURRENT SURVEY CONTROL
 AZ0678  ___________________________________________________________________
 AZ0678* NAD 83(1993)-  29 53 04.96643(N)    101 43 09.64610(W)     ADJUSTED  
 AZ0678* NAVD 88     -       562.9    (meters)    1847.     (feet)  VERTCON   
 AZ0678  ___________________________________________________________________
 AZ0678  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AZ0678  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AZ0678
 AZ0678  HORZ ORDER  -  FIRST
 AZ0678
 AZ0678.The horizontal coordinates were established by classical geodetic methods
 AZ0678.and adjusted by the National Geodetic Survey in February 1996..
 AZ0678
 AZ0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0678
 AZ0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0678
 AZ0678.The geoid height was determined by GEOID03.
 AZ0678
 AZ0678;                    North         East     Units Scale Factor Converg.
 AZ0678;SPC TXSC     - 4,230,403.840   337,365.196   MT  0.99990914   -1 19 56.1
 AZ0678;SPC TXSC     -13,879,249.93  1,106,838.98   sFT  0.99990914   -1 19 56.1
 AZ0678;UTM  14      - 3,309,117.502   237,372.731   MT  1.00045108   -1 21 20.6
 AZ0678
 AZ0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0678!SPC TXSC     -   0.99991522  x   0.99990914  =   0.99982436
 AZ0678!UTM  14      -   0.99991522  x   1.00045108  =   1.00036626
 AZ0678
 AZ0678:                Primary Azimuth Mark                     Grid Az
 AZ0678:SPC TXSC     -  PROCTOR AZ MK                            184 24 15.2
 AZ0678:UTM  14      -  PROCTOR AZ MK                            184 25 39.7
 AZ0678
 AZ0678|---------------------------------------------------------------------|
 AZ0678| PID    Reference Object                     Distance      Geod. Az  |
 AZ0678|                                                           dddmmss.s |
 AZ0678| CI0232 PROCTOR AZ MK                                      1830419.1 |
 AZ0678| CI0233 PROCTOR RM 1                         11.512 METERS 19359     |
 AZ0678| CI0234 PROCTOR RM 2                         16.855 METERS 30328     |
 AZ0678|---------------------------------------------------------------------|
 AZ0678
 AZ0678                          SUPERSEDED SURVEY CONTROL
 AZ0678
 AZ0678  NAD 83(1986)-  29 53 04.93301(N)    101 43 09.65942(W) AD(       ) 1
 AZ0678  NAD 27      -  29 53 04.21800(N)    101 43 08.23000(W) AD(       ) 1
 AZ0678  NGVD 29 (07/19/86)  562.7    (m)         1846.     (f) VERT ANG       
 AZ0678
 AZ0678.Superseded values are not recommended for survey control.
 AZ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0678.See file dsdata.txt to determine how the superseded data were derived.
 AZ0678
 AZ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU3737309118(NAD 83)
 AZ0678_MARKER: Z = SEE DESCRIPTION
 AZ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0678
 AZ0678  HISTORY     - Date     Condition        Report By
 AZ0678  HISTORY     - 1918     MONUMENTED       CGS
 AZ0678  HISTORY     - 1934     GOOD             CGS
 AZ0678  HISTORY     - 1937     GOOD             TXHD
 AZ0678  HISTORY     - 20010601 GOOD             USPSQD
 AZ0678
 AZ0678                          STATION DESCRIPTION
 AZ0678
 AZ0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AZ0678'ON SMOOTH LEVEL RIDGE ABOUT 4 MILES SOUTH-SOUTHEAST OF PUMPVILLE,
 AZ0678'3 MILES NORTH-NORTHWEST OF HAMILTON RANCH, 0.4 MILE NORTH OF
 AZ0678'UNITED STATES ROUTE 90, AND 10 METERS (33 FEET) EAST OF
 AZ0678'PUMPVILLE-HAMILTON-LANGTRY WAGON ROAD.  SURFACE AND UNDERGROUND
 AZ0678'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 AZ0678'REFERENCE MARK IS STANDARD REFERENCE DISK IN
 AZ0678'CONCRETE.  NO. 1, STAMPED 1918 IS 11.51 METERS
 AZ0678'(37.8 FEET) FROM STATION, S 13 DEG 59 MIN W.  NO. 2
 AZ0678'STAMPED 1934 IS 55.30 FEET FROM STATION
 AZ0678'N 57 DEG 32 MIN W.  BEARING 1934 (PROBABLY STANDARD DISK IN
 AZ0678'CONCRETE) IS 50 FEET EAST OF NORTH-AND-SOUTH FENCE LINE WHICH
 AZ0678'PARALLELS ROUTE 90, 40 FEET EAST OF ROAD LEADING TO STATION,
 AZ0678'60 FEET NORTHEAST OF RED WOODEN GATE, AND ABOUT 0.4 MILE
 AZ0678'FROM STATION S 03 DEG 04 MIN.  ALL MARKS
 AZ0678'PROJECT 4 INCHES.  REACHED FROM LANGTRY BY FOLLOWING WEST ON
 AZ0678'U.S. 90 FOR 10.7 MILES TO POINT WHERE OLD HIGHWAY CROSSES
 AZ0678'U.S. 90, TURN RIGHT (NORTH) PASS THROUGH GATE, THEN FOLLOW
 AZ0678'OLD ROAD 0.4 MILE TO STATION SITE.  ELEVATION OF STATION,
 AZ0678'562.7 METERS (1,846).
 AZ0678
 AZ0678                          STATION RECOVERY (1937)
 AZ0678
 AZ0678'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937 (BBF)
 AZ0678'STATION AND REFERENCE MARKS RECOVERED AND FOUND TO BE IN GOOD
 AZ0678'CONDITION BY B.B. FREEBOROUGH OF TEXAS STATE HIGHWAY DEPARTMENT.
 AZ0678'
 AZ0678'TO REACH STATION FROM TEXAS AND NEW ORLEANS RAILROAD DEPOT IN
 AZ0678'LANGTRY, FOLLOW U.S. HIGHWAY 90 WEST FOR 10.8 MILES TO A GATE
 AZ0678'ON RIGHT SIDE NEAR A CONCRETE RIGHT-OF-WAY POST MARKED 174+00,
 AZ0678'TURN RIGHT THROUGH THE GATE AND GO NORTH 0.4 MILE TO STATION.
 AZ0678
 AZ0678                          STATION RECOVERY (2001)
 AZ0678
 AZ0678'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0678'ALSO REF 1 , 2,  RECOVERED GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0772 ***********************************************************************
 DO0772  DESIGNATION -  PROFFITT
 DO0772  PID         -  DO0772
 DO0772  STATE/COUNTY-  TX/YOUNG
 DO0772  USGS QUAD   -  PROFFITT (1981)
 DO0772
 DO0772                         *CURRENT SURVEY CONTROL
 DO0772  ___________________________________________________________________
 DO0772* NAD 83(1993)-  33 10 57.97284(N)    098 51 23.88423(W)     ADJUSTED  
 DO0772* NAVD 88     -       353.5    (meters)    1160.     (feet)  VERTCON   
 DO0772  ___________________________________________________________________
 DO0772  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DO0772  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DO0772
 DO0772  HORZ ORDER  -  FIRST
 DO0772
 DO0772.The horizontal coordinates were established by classical geodetic methods
 DO0772.and adjusted by the National Geodetic Survey in February 1996..
 DO0772
 DO0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0772
 DO0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0772
 DO0772.The geoid height was determined by GEOID03.
 DO0772
 DO0772;                    North         East     Units Scale Factor Converg.
 DO0772;SPC TXNC     - 2,168,177.110   566,744.459   MT  0.99987523   -0 11 40.2
 DO0772;SPC TXNC     - 7,113,427.74  1,859,394.11   sFT  0.99987523   -0 11 40.2
 DO0772;UTM  14      - 3,671,558.318   513,364.931   MT  0.99960220   +0 04 42.5
 DO0772
 DO0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0772!SPC TXNC     -   0.99994905  x   0.99987523  =   0.99982429
 DO0772!UTM  14      -   0.99994905  x   0.99960220  =   0.99955127
 DO0772
 DO0772|---------------------------------------------------------------------|
 DO0772| PID    Reference Object                     Distance      Geod. Az  |
 DO0772|                                                           dddmmss.s |
 DO0772| CX7983 PROFFITT RM 1                        24.260 METERS 08341     |
 DO0772| DO0770 NEWCASTLE MUN TANK                  APPROX.10.8 KM 0873332.2 |
 DO0772| DO0771 NEWCASTLE MCI MICROWAVE             APPROX. 2.1 KM 0923629.0 |
 DO0772| DO0773 MURRAY ATT MICROWAVE                APPROX.14.9 KM 1951554.7 |
 DO0772| CX7984 PROFFITT RM 2                        26.210 METERS 27616     |
 DO0772|---------------------------------------------------------------------|
 DO0772
 DO0772                          SUPERSEDED SURVEY CONTROL
 DO0772
 DO0772  NAD 83(1993)-  33 10 57.97361(N)    098 51 23.88382(W) AD(       ) 1
 DO0772  NAD 83(1986)-  33 10 57.97794(N)    098 51 23.87186(W) AD(       ) 1
 DO0772  NAD 27      -  33 10 57.58420(N)    098 51 22.63505(W) AD(       ) 1
 DO0772  NGVD 29 (07/19/86)  353.4    (m)         1159.     (f) VERT ANG       
 DO0772
 DO0772.Superseded values are not recommended for survey control.
 DO0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0772.See file dsdata.txt to determine how the superseded data were derived.
 DO0772
 DO0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1336571558(NAD 83)
 DO0772_MARKER: DS = TRIANGULATION STATION DISK
 DO0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0772
 DO0772  HISTORY     - Date     Condition        Report By
 DO0772  HISTORY     - 1975     MONUMENTED       NGS
 DO0772  HISTORY     - 1978     GOOD             DMA
 DO0772  HISTORY     - 1981     GOOD             NGS
 DO0772  HISTORY     - 20010325 GOOD             USPSQD
 DO0772  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0772
 DO0772                          STATION DESCRIPTION
 DO0772
 DO0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0772'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH ON LINE.
 DO0772'
 DO0772'THE STATION IS ABOUT 18 MILES EAST OF THROCKMORTON, 14 MILES
 DO0772'SOUTHWEST OF OLNEY, 7 MILES WEST OF NEWCASTLE AND ON THE ROAD
 DO0772'RIGHT-OF-WAY.
 DO0772'
 DO0772'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 183,
 DO0772'283 AND 380 IN THE TOWN OF THROCKMORTON, GO EAST ON U.S. HIGHWAY
 DO0772'380 FOR 8.1 MILES TO THE JUNCTION WITH FARM ROAD 171, CONTINUE
 DO0772'EAST ON U.S. HIGHWAY 380 FOR 7.5 MILES TO THE JUNCTION WITH
 DO0772'FARM ROAD 578, CONTINUE EAST ON U.S. HIGHWAY 380 FOR 3.1 MILES
 DO0772'TO BENCH MARK K 281 ON THE RIGHT, CONTINUE EAST ON U.S. HIGHWAY
 DO0772'380 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 DO0772'
 DO0772'STATION MARKS ARE STANDARD DISKS STAMPED PROFFITT 1974.  THE
 DO0772'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0772'MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 47
 DO0772'FEET WEST OF A HISTORICAL MARKER SIGN, 37 FEET NORTH OF THE
 DO0772'CENTERLINE OF U.S. HIGHWAY 380 AND 11 FEET SOUTH OF A METAL
 DO0772'WITNESS POST AND FENCE LINE.  THE UNDERGROUND DISK IS SET IN
 DO0772'THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 DO0772'GROUND SURFACE.
 DO0772'
 DO0772'REFERENCE MARK 1, A STANDARD DISK STAMPED PROFFITT NO 1 1974,
 DO0772'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0772'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET NORTH OF
 DO0772'THE CENTERLINE OF U.S. HIGHWAY 380, 35 FEET NORTHEAST OF
 DO0772'HISTORICAL MONUMENT SIGN AND 1 FOOT SOUTH OF THE FENCE LINE.
 DO0772'
 DO0772'REFERENCE MARK 2, A STANDARD DISK STAMPED PROFFITT NO 2 1974
 DO0772'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0772'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET NORTH OF
 DO0772'THE CENTERLINE OF U.S. HIGHWAY 380, 25 FEET EAST OF HISTORICAL
 DO0772'MONUMENT AND 1 FOOT SOUTH OF THE FENCE LINE.
 DO0772'
 DO0772'BENCH MARK K 281, A STANDARD DISK STAMPED K 281 1934, IS
 DO0772'SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS
 DO0772'FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET SOUTH OF THE
 DO0772'CENTERLINE OF U.S. HIGHWAY 380, 19 FEET NORTH OF A 24-INCH OAK
 DO0772'TREE AND 4 FEET SOUTH OF A FENCE.
 DO0772'
 DO0772'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 DO0772
 DO0772                          STATION RECOVERY (1978)
 DO0772
 DO0772'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (P)
 DO0772'PROFFITT RECOVERED GOOD.
 DO0772'
 DO0772'(BENCH MARK) K 281 NOT RECOVERED - AREA APPEARS SCRAPED.
 DO0772'
 DO0772'DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST OF NEWCASTLE.
 DO0772
 DO0772                          STATION RECOVERY (1981)
 DO0772
 DO0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DO0772'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 DO0772'BENCH MARK K 281 WAS NOT FOUND.  THE BM MAY BE COVERED BY FILL DIRT,
 DO0772'BUT THE AREA HAS CHANGED AND IT WAS NOT LOCATED.  AN AZIMUTH MARK NO 2
 DO0772'WAS SET AT THIS TIME.  BRUSH PREVENTED MEASUREMENT BETWEEN RMS.
 DO0772'
 DO0772'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP OF
 DO0772'ROUND CONCRETE MONUMENTS.  THE AZ MK IS A STANDARD DISK CEMENTED IN A
 DO0772'DRILL HOLE IN A ROCK OUTCROP.
 DO0772'
 DO0772'THE STATION IS LOCATED 28.80 KM (18 MI) EAST OF THROCKMORTON, 4.27 KM
 DO0772'(14.0 MI) SOUTHWEST OF OLNEY, 11.2 KM (7.0 MI)L WEST OF NEWCASTLE AND
 DO0772'ON THE NORTH RIGHT-OF-WAY OF U.S HIGHWAY 380.
 DO0772'
 DO0772'TO REACH FROM THE COURTHOUSE IN THROCKMORTON, GO EAST ON U.S. HIGHWAY
 DO0772'380 FOR 24.96 KM (15.6 MI) TO THE JUNCTION WITH FARM ROAD 578,
 DO0772'CONTINUE EAST ON U.S. 380 FOR 4.8 KM (3.0 MI) TO THE AZ MK ON THE
 DO0772'RIGHT AS DESCRIBED.  CONTINUE EAST ON U.S. 380 FOR 0.96 KM (0.6 MI)
 DO0772'TO THE STATION ON THE LEFT JUST EAST OF A HISTORICAL MARKER.
 DO0772'
 DO0772'STATION MARK STAMPED---PROFFITT 1974---IS 25 CENTIMETERS BELOW GROUND.
 DO0772'IT IS 33.8 METERS EAST OF A HISTORICAL MARKER, 11.28 METERS NORTH OF
 DO0772'THE CENTERLINE OF THE HIGHWAY AND 3.4 METERS SOUTH OF A METAL WITNESS
 DO0772'POST IN A FENCE LINE.
 DO0772'
 DO0772'REFERENCE MARK 1 STAMPED---PROFFITT NO 1 1974---IS FLUSH WITH THE
 DO0772'GROUND.  IT IS 14.0 METERS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DO0772'10.67 METERS NORTHEAST OF A HISTORICAL MARKER SIGN AND 0.30 METER
 DO0772'SOUTH OF A FENCE.
 DO0772'
 DO0772'AZIMUTH MARK NO 2 IS STAMPED---PROFFITT 1975 1981---AND IS ON THE
 DO0772'SOUTH RIGHT-OF-WAY OF U.S .HIGHWAY 80 BETWEEN THE ROAD AND A FENCE.
 DO0772'IT IS 45.7 METERS (EAST) OF CENTER OF A DIRT ROAD, 11.58 METERS SOUTH
 DO0772'OF THE CENTERLINE OF THE HIGHWAY, 6.71 METERS NORTH OF A FENCE AND
 DO0772'ACROSS THE HIGHWAY FROM THE PROFFITT CEMETERY.
 DO0772
 DO0772                          STATION RECOVERY (2001)
 DO0772
 DO0772'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0772'RECOVERED IN GOOD CONDITION.
 DO0772
 DO0772                          STATION RECOVERY (2005)
 DO0772
 DO0772'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 DO0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1057 ***********************************************************************
 CT1057  DESIGNATION -  PRONG
 CT1057  PID         -  CT1057
 CT1057  STATE/COUNTY-  TX/SHACKELFORD
 CT1057  USGS QUAD   -  ALBANY (1965)
 CT1057
 CT1057                         *CURRENT SURVEY CONTROL
 CT1057  ___________________________________________________________________
 CT1057* NAD 83(1993)-  32 42 28.84376(N)    099 18 32.02224(W)     ADJUSTED  
 CT1057* NAVD 88     -       492.     (meters)    1614.     (feet)  SCALED    
 CT1057  ___________________________________________________________________
 CT1057  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CT1057  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CT1057
 CT1057  HORZ ORDER  -  SECOND
 CT1057
 CT1057.The horizontal coordinates were established by classical geodetic methods
 CT1057.and adjusted by the National Geodetic Survey in February 1996..
 CT1057
 CT1057.The orthometric height was scaled from a topographic map.
 CT1057
 CT1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1057
 CT1057.The geoid height was determined by GEOID03.
 CT1057
 CT1057;                    North         East     Units Scale Factor Converg.
 CT1057;SPC TXNC     - 2,115,766.753   524,167.198   MT  0.99989049   -0 26 28.2
 CT1057;SPC TXNC     - 6,941,478.09  1,719,705.22   sFT  0.99989049   -0 26 28.2
 CT1057;UTM  14      - 3,618,960.070   471,049.580   MT  0.99961033   -0 10 00.9
 CT1057
 CT1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1057!SPC TXNC     -   0.99992730  x   0.99989049  =   0.99981779
 CT1057!UTM  14      -   0.99992730  x   0.99961033  =   0.99953765
 CT1057
 CT1057|---------------------------------------------------------------------|
 CT1057| PID    Reference Object                     Distance      Geod. Az  |
 CT1057|                                                           dddmmss.s |
 CT1057| CX7986 PRONG RM 1                           11.671 METERS 03305     |
 CT1057| CT1058 ALBANY COURTHOUSE                   APPROX. 2.0 KM 0352853.6 |
 CT1057| CT0339 PRONG AZ MK                                        0755544.0 |
 CT1057| CX7987 PRONG RM 2                           11.116 METERS 14148     |
 CT1057|---------------------------------------------------------------------|
 CT1057
 CT1057                          SUPERSEDED SURVEY CONTROL
 CT1057
 CT1057  NAD 83(1986)-  32 42 28.84924(N)    099 18 32.01276(W) AD(       ) 2
 CT1057  NAD 27      -  32 42 28.41970(N)    099 18 30.72840(W) AD(       ) 2
 CT1057
 CT1057.Superseded values are not recommended for survey control.
 CT1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1057.See file dsdata.txt to determine how the superseded data were derived.
 CT1057
 CT1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB7105018960(NAD 83)
 CT1057_MARKER: DS = TRIANGULATION STATION DISK
 CT1057_SETTING: 66 = SET IN ROCK OUTCROP
 CT1057_SP_SET: PARTIALLY EXPOSED BEDROCK
 CT1057
 CT1057  HISTORY     - Date     Condition        Report By
 CT1057  HISTORY     - 1961     MONUMENTED       CGS
 CT1057
 CT1057                          STATION DESCRIPTION
 CT1057
 CT1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1057'THE STATION IS ABOUT 1.0 MILE SOUTHWEST OF ALBANY, ON THE EAST
 CT1057'END OF AN EAST-WEST RIDGE.
 CT1057'
 CT1057'TO REACH THE STATION FROM THE TRAFFIC CIRCLE, IN THE SOUTH
 CT1057'EDGE OF ALBANY, GO WEST ON U.S. HIGHWAYS 180 AND 380 FOR 1.45
 CT1057'MILES.  TURN LEFT OFF THE HIGHWAY ONTO A SIDE ROAD AND GO
 CT1057'EAST-SOUTHEAST FOR 0.05 MILE.  TAKE THE RIGHT FORK, PASS OVER
 CT1057'THE CATTLE GUARD AND GO SOUTHEAST ON THE MAIN ROAD FOR 0.25
 CT1057'MILE TO A DRIVEWAY ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR
 CT1057'150 FEET.  TAKE THE LEFT FORK AND GO 0.05 MILE.  TAKE THE
 CT1057'RIGHT FORK AND GO DOWNHILL FOR 0.05 MILE TO THE FOOT OF THE
 CT1057'HILL.  TURN RIGHT AND FOLLOW THE MAIN ROAD SOUTHEAST FOR 0.3
 CT1057'MILE.  TAKE THE RIGHT FORK SOUTHERLY FOR 0.1 MILE TO THE TOP
 CT1057'OF THE RIDGE.  TAKE THE LEFT FORK AND GO EAST FOR 0.15 MILE.
 CT1057'CROSS THE CATTLE GUARD, TAKE THE RIGHT FORK AND GO 0.05 MILE TO
 CT1057'A FORK.  TURN LEFT OFF THE TRACK ROAD AND GO CROSS COUNTRY
 CT1057'FOR 0.05 MILE, EAST-NORTHEASTERLY TO THE TOP OF THE RIDGE
 CT1057'AND THE STATION.
 CT1057'
 CT1057'THE STATION IS A STANDARD DISK STAMPED PRONG 1961 SET IN A
 CT1057'DRILL HOLE IN BEDROCK WHICH IS ABOUT 10-INCHES BELOW THE SURFACE
 CT1057'OF THE GROUND.  IT IS 19.5 FEET EAST-NORTHEAST OF A POWERLINE
 CT1057'POLE.
 CT1057'
 CT1057'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PRONG
 CT1057'NO 1 1961 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CT1057'WHICH PROJECTS 2 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 CT1057'ELEVATION AS THE STATION.
 CT1057'
 CT1057'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PRONG NO 2
 CT1057'1961 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 CT1057'PROJECTS 2 INCHES ABOVE THE GROUND AND IS ABOUT 18 INCHES
 CT1057'LOWER THAN THE STATION.
 CT1057'
 CT1057'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PRONG 1961 SET IN
 CT1057'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 CT1057'INCHES ABOVE THE GROUND.  IT IS 51 FEET WEST OF THE CENTER LINE
 CT1057'OF STATE HIGHWAY 283, 3 FEET SOUTHEAST OF A METAL WITNESS
 CT1057'POST AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 CT1057'
 CT1057'NO TO REACH FOR THE AZIMUTH MARK IS AVAILABLE AS THIS DESCRIPTION
 CT1057'HAS BEEN WRITTEN FROM MATERIAL THAT WAS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2729 ***********************************************************************
 CS2729  DESIGNATION -  PRONG
 CS2729  PID         -  CS2729
 CS2729  STATE/COUNTY-  TX/ELLIS
 CS2729  USGS QUAD   -  FORRESTON (1978)
 CS2729
 CS2729                         *CURRENT SURVEY CONTROL
 CS2729  ___________________________________________________________________
 CS2729* NAD 83(1993)-  32 21 27.76484(N)    096 51 15.54637(W)     ADJUSTED  
 CS2729* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 CS2729  ___________________________________________________________________
 CS2729  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 CS2729  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CS2729
 CS2729  HORZ ORDER  -  SECOND
 CS2729
 CS2729.The horizontal coordinates were established by classical geodetic methods
 CS2729.and adjusted by the National Geodetic Survey in February 1996..
 CS2729
 CS2729.The orthometric height was scaled from a topographic map.
 CS2729
 CS2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2729
 CS2729.The geoid height was determined by GEOID03.
 CS2729
 CS2729;                    North         East     Units Scale Factor Converg.
 CS2729;SPC TXNC     - 2,077,844.375   754,884.067   MT  0.99994542   +0 53 51.2
 CS2729;SPC TXNC     - 6,817,061.09  2,476,648.81   sFT  0.99994542   +0 53 51.2
 CS2729;UTM  14      - 3,582,110.463   701,900.605   MT  1.00010271   +1 08 55.6
 CS2729
 CS2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2729!SPC TXNC     -   0.99997528  x   0.99994542  =   0.99992070
 CS2729!UTM  14      -   0.99997528  x   1.00010271  =   1.00007799
 CS2729
 CS2729:                Primary Azimuth Mark                     Grid Az
 CS2729:SPC TXNC     -  WAXAHACHIE ICE CO STACK                  007 12 54.3
 CS2729:UTM  14      -  WAXAHACHIE ICE CO STACK                  006 57 49.9
 CS2729
 CS2729|---------------------------------------------------------------------|
 CS2729| PID    Reference Object                     Distance      Geod. Az  |
 CS2729|                                                           dddmmss.s |
 CS2729| CS2725 WAXAHACHIE ICE CO STACK             APPROX. 3.4 KM 0080645.5 |
 CS2729| CS2723 WAXAHACHIE ELLIS CO CTHSE TWR       APPROX. 3.1 KM 0110931.9 |
 CS2729| CS2724 WAXAHACHIE MUNICIPAL TANK           APPROX. 4.1 KM 0171643.7 |
 CS2729| CY2912 PRONG RM 1                           32.126 METERS 17300     |
 CS2729| CY2913 PRONG RM 2                           35.747 METERS 31018     |
 CS2729| CY2911 PRONG AZ MK                                        3563706.2 |
 CS2729| CS2722 WAXAHACHIE TYLER FIX CORP TK        APPROX. 3.9 KM 3595358.5 |
 CS2729|---------------------------------------------------------------------|
 CS2729
 CS2729                          SUPERSEDED SURVEY CONTROL
 CS2729
 CS2729  NAD 83(1986)-  32 21 27.77177(N)    096 51 15.52727(W) AD(       ) 2
 CS2729  NAD 27      -  32 21 27.25600(N)    096 51 14.54000(W) AD(       ) 2
 CS2729
 CS2729.Superseded values are not recommended for survey control.
 CS2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2729.See file dsdata.txt to determine how the superseded data were derived.
 CS2729
 CS2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0190182110(NAD 83)
 CS2729_MARKER: DS = TRIANGULATION STATION DISK
 CS2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2729
 CS2729  HISTORY     - Date     Condition        Report By
 CS2729  HISTORY     - 1949     MONUMENTED       CGS
 CS2729  HISTORY     - 20020126 GOOD             USPSQD
 CS2729
 CS2729                          STATION DESCRIPTION
 CS2729
 CS2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2729'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF WAXAHACHIE,
 CS2729'BETWEEN THE HIGHWAY AND THE OLD INTERUBAN ROAD BED.  IT IS
 CS2729'54 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 13 FEET
 CS2729'SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 CS2729'THE DISK IS STAMPED PRONG 1949.
 CS2729'
 CS2729'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION AND
 CS2729'63 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS
 CS2729'4 INCHES AND THE DISK IS STAMPED PRONG NO 1 1949.
 CS2729'
 CS2729'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 33
 CS2729'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 19 FEET SOUTH OF A
 CS2729'TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 CS2729'STAMPED PRONG NO 2 1949.
 CS2729'
 CS2729'AZIMUTH MARK IS ABOUT 0.65 MILE NORTH OF THE STATION, 35 FEET
 CS2729'WEST OF THE CENTERLINE OF THE HIGHWAY AND 4 FEET SOUTH OF A
 CS2729'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 CS2729'STAMPED PRONG 1949.
 CS2729'
 CS2729'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 287 AND 77
 CS2729'IN WAXAHACHIE, GO SOUTH ON HIGHWAY 77 FOR 1.45 MILE TO THE
 CS2729'AZIMUTH MARK ON THE RIGHT, CONTINUE ON SOUTH FOR 0.65 MILE TO
 CS2729'THE STATION ON THE LEFT.
 CS2729'
 CS2729'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2729
 CS2729                          STATION RECOVERY (2002)
 CS2729
 CS2729'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS2729'RM 1, RM 2, AZI NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0339 ***********************************************************************
 CT0339  DESIGNATION -  PRONG AZ MK
 CT0339  PID         -  CT0339
 CT0339  STATE/COUNTY-  TX/SHACKELFORD
 CT0339  USGS QUAD   -  ALBANY (1965)
 CT0339
 CT0339                         *CURRENT SURVEY CONTROL
 CT0339  ___________________________________________________________________
 CT0339* NAD 83(1986)-  32 42 32.     (N)    099 18 04.     (W)     SCALED    
 CT0339* NAVD 88     -       432.087  (meters)    1417.61   (feet)  ADJUSTED  
 CT0339  ___________________________________________________________________
 CT0339  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CT0339  DYNAMIC HT  -         431.538 (meters)    1415.80  (feet)  COMP
 CT0339  MODELED GRAV-     979,356.3   (mgal)                       NAVD 88
 CT0339
 CT0339  VERT ORDER  -  SECOND    CLASS 0
 CT0339
 CT0339.The horizontal coordinates were scaled from a topographic map and have
 CT0339.an estimated accuracy of +/- 6 seconds.
 CT0339
 CT0339.The orthometric height was determined by differential leveling
 CT0339.and adjusted by the National Geodetic Survey in June 1991..
 CT0339
 CT0339.The geoid height was determined by GEOID03.
 CT0339
 CT0339.The dynamic height is computed by dividing the NAVD 88
 CT0339.geopotential number by the normal gravity value computed on the
 CT0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0339.degrees latitude (g = 980.6199 gals.).
 CT0339
 CT0339.The modeled gravity was interpolated from observed gravity values.
 CT0339
 CT0339;                    North         East    Units  Estimated Accuracy
 CT0339;SPC TXNC     - 2,115,860.      524,900.      MT  (+/- 180 meters Scaled)
 CT0339
 CT0339                          SUPERSEDED SURVEY CONTROL
 CT0339
 CT0339  NGVD 29 (??/??/92)  431.96   (m)         1417.2    (f) COMPUTED    2 0
 CT0339
 CT0339.Superseded values are not recommended for survey control.
 CT0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0339.See file dsdata.txt to determine how the superseded data were derived.
 CT0339
 CT0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB717190(NAD 83)
 CT0339_MARKER: DZ = AZIMUTH MARK DISK
 CT0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0339_STAMPING: PRONG 1961
 CT0339_MARK LOGO: CGS   
 CT0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0339+STABILITY: SURFACE MOTION
 CT0339
 CT0339  HISTORY     - Date     Condition        Report By
 CT0339  HISTORY     - 1961     MONUMENTED       CGS
 CT0339
 CT0339                          STATION DESCRIPTION
 CT0339
 CT0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0339'1.0 MI S FROM ALBANY.
 CT0339'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAYS 180, 283, AND 380 FROM THE
 CT0339'COURTHOUSE AT ALBANY, THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 283, 48
 CT0339'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF A METAL
 CT0339'WITNESS POST WITH SIGN, 2 FEET EAST OF A FENCE, LEVEL WITH THE
 CT0339'HIGHWAY, SET IN TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES
 CT0339'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1162 ***********************************************************************
 DN1162  DESIGNATION -  PROSPER
 DN1162  PID         -  DN1162
 DN1162  STATE/COUNTY-  TX/COLLIN
 DN1162  USGS QUAD   -  FRISCO (1981)
 DN1162
 DN1162                         *CURRENT SURVEY CONTROL
 DN1162  ___________________________________________________________________
 DN1162* NAD 83(1993)-  33 14 38.09585(N)    096 47 04.98563(W)     ADJUSTED  
 DN1162* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 DN1162  ___________________________________________________________________
 DN1162  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 DN1162  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DN1162
 DN1162  HORZ ORDER  -  FIRST
 DN1162
 DN1162.The horizontal coordinates were established by classical geodetic methods
 DN1162.and adjusted by the National Geodetic Survey in February 1996..
 DN1162
 DN1162.The orthometric height was scaled from a topographic map.
 DN1162
 DN1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1162
 DN1162.The geoid height was determined by GEOID03.
 DN1162
 DN1162;                    North         East     Units Scale Factor Converg.
 DN1162;SPC TXNC     - 2,176,206.191   759,829.503   MT  0.99987823   +0 56 07.8
 DN1162;SPC TXNC     - 7,139,769.81  2,492,873.96   sFT  0.99987823   +0 56 07.8
 DN1162;UTM  14      - 3,680,515.946   706,391.778   MT  1.00012523   +1 12 53.5
 DN1162
 DN1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1162!SPC TXNC     -   0.99996605  x   0.99987823  =   0.99984428
 DN1162!UTM  14      -   0.99996605  x   1.00012523  =   1.00009127
 DN1162
 DN1162:                Primary Azimuth Mark                     Grid Az
 DN1162:SPC TXNC     -  CELINA MUNICIPAL TANK                    359 14 03.4
 DN1162:UTM  14      -  CELINA MUNICIPAL TANK                    358 57 17.7
 DN1162
 DN1162|---------------------------------------------------------------------|
 DN1162| PID    Reference Object                     Distance      Geod. Az  |
 DN1162|                                                           dddmmss.s |
 DN1162| DN1177 CELINA MUNICIPAL TANK               APPROX. 8.6 KM 0001011.2 |
 DN1162| CY2914 PROSPER AZ MK                                      1805744.3 |
 DN1162| DN1163 FRISCO MUNICIPAL TANK               APPROX.11.0 KM 1982607.5 |
 DN1162| DN1170 LEWISVILLE MUNICIPAL TANK           APPROX.29.4 KM 2221018.1 |
 DN1162| CY2915 PROSPER RM 1                         22.333 METERS 23340     |
 DN1162| CY2916 PROSPER RM 2                         23.625 METERS 31128     |
 DN1162|---------------------------------------------------------------------|
 DN1162
 DN1162                          SUPERSEDED SURVEY CONTROL
 DN1162
 DN1162  NAD 83(1993)-  33 14 38.09768(N)    096 47 04.97988(W) AD(       ) 1
 DN1162  NAD 83(1986)-  33 14 38.10190(N)    096 47 04.97250(W) AD(       ) 1
 DN1162  NAD 27      -  33 14 37.68300(N)    096 47 03.97800(W) AD(       ) 1
 DN1162
 DN1162.Superseded values are not recommended for survey control.
 DN1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1162.See file dsdata.txt to determine how the superseded data were derived.
 DN1162
 DN1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0639280516(NAD 83)
 DN1162_MARKER: DS = TRIANGULATION STATION DISK
 DN1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1162
 DN1162  HISTORY     - Date     Condition        Report By
 DN1162  HISTORY     - 1935     MONUMENTED       CGS
 DN1162  HISTORY     - 1937     GOOD             TXHD
 DN1162  HISTORY     - 1938     GOOD             TXGS
 DN1162  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN1162
 DN1162                          STATION DESCRIPTION
 DN1162
 DN1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1162'STATION IS ABOUT 1-1/2 MILES ENE OF THE VILLAGE OF PROSPER,
 DN1162'ON LAND OWNED BY MR. HIGGINBOTHAM OF PROSPER.  IT IS ON THE
 DN1162'W SIDE OF A WIDE ENTRANCE WAY TO FARMHOUSE, IN A SMALL TRIANGLE
 DN1162'FORMED BY THE MAIN N-S ROAD AND FARM LANE TURNING N, AND LANE
 DN1162'TURNING S, 40 FEET E OF THE CENTER LINE OF ROAD, 53 FEET
 DN1162'SSE OF THE SW FENCE CORNER OF ADJOINING FIELD, 48 FEET NNE
 DN1162'OF THE NW FENCE CORNER OF ADJOINING FIELD TO S, 67 YARDS
 DN1162'W OF PICKET FENCE SURROUNDING HOUSE.  MARK IS FLUSH.
 DN1162'
 DN1162'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1162'BRONZE DISKS SET IN CONCRETE.
 DN1162'
 DN1162'REFERENCE MARK NO. 1 IS SW OF THE STATION, ON THE E SIDE
 DN1162'OF THE FIELD, IN FENCE LINE, 17 FEET W OF THE CENTER LINE
 DN1162'OF ROAD, AND IN LINE WITH S FENCE OF ENTRANCE WAY.  MARK
 DN1162'PROJECTS 8 INCHES.
 DN1162'
 DN1162'REFERENCE MARK NO. 2 IS NW OF THE STATION, ON THE E SIDE
 DN1162'OF FIELD, IN FENCE LINE, 17 FEET W OF THE CENTER LINE OF
 DN1162'ROAD, AND IN LINE WITH N FENCE OF ENTRANCE WAY.  MARK PROJECTS
 DN1162'8 INCHES.
 DN1162'
 DN1162'AZIMUTH MARK IS S OF THE STATION, IN THE SW FENCE CORNER OF
 DN1162'FIELD, 15 FEET E OF THE CENTER LINE OF ROAD.  MARK PROJECTS
 DN1162'8 INCHES.
 DN1162'
 DN1162'STATION REACHED FROM PROSPER RAILROAD DEPOT BY GOING E THROUGH
 DN1162'MAIN STREET TO STATE HIGHWAY 116.  THENCE S ON STATE HIGHWAY
 DN1162'116, 0.2 MILE TO CROSS ROAD.  THENCE E 1.0 MILE TO CROSS
 DN1162'ROAD.  THENCE N 0.75 MILE TO FARM LANE EASTWARD AND STATION.
 DN1162'
 DN1162'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 DN1162
 DN1162                          STATION RECOVERY (1937)
 DN1162
 DN1162'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1162'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO ATTEMPT
 DN1162'MADE TO RECOVER REFERENCE MARKS.
 DN1162
 DN1162                          STATION RECOVERY (1938)
 DN1162
 DN1162'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1162'STATION RECOVERED IN GOOD CONDITION.
 DN1162
 DN1162                          STATION RECOVERY (1994)
 DN1162
 DN1162'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0836 ***********************************************************************
 BP0836  DESIGNATION -  PROSSER
 BP0836  PID         -  BP0836
 BP0836  STATE/COUNTY-  TX/TERRELL
 BP0836  USGS QUAD   -  CONTINENTAL RANCH (1969)
 BP0836
 BP0836                         *CURRENT SURVEY CONTROL
 BP0836  ___________________________________________________________________
 BP0836* NAD 83(1993)-  30 20 20.34320(N)    102 04 44.01899(W)     ADJUSTED  
 BP0836* NAVD 88     -       804.6    (meters)    2640.     (feet)  VERTCON   
 BP0836  ___________________________________________________________________
 BP0836  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 BP0836  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BP0836
 BP0836  HORZ ORDER  -  SECOND
 BP0836
 BP0836.The horizontal coordinates were established by classical geodetic methods
 BP0836.and adjusted by the National Geodetic Survey in February 1996..
 BP0836
 BP0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0836
 BP0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0836
 BP0836.The geoid height was determined by GEOID03.
 BP0836
 BP0836;                    North         East     Units Scale Factor Converg.
 BP0836;SPC TXSC     - 4,281,602.998   303,973.087   MT  1.00001655   -1 30 30.2
 BP0836;SPC TXSC     -14,047,225.84    997,285.04   sFT  1.00001655   -1 30 30.2
 BP0836;UTM  13      - 3,359,966.511   780,831.468   MT  1.00057308   +1 28 35.3
 BP0836;UTM  14      - 3,360,368.270   203,991.942   MT  1.00068112   -1 33 22.8
 BP0836
 BP0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0836!SPC TXSC     -   0.99987729  x   1.00001655  =   0.99989384
 BP0836!UTM  13      -   0.99987729  x   1.00057308  =   1.00045030
 BP0836!UTM  14      -   0.99987729  x   1.00068112  =   1.00055833
 BP0836
 BP0836:                Primary Azimuth Mark                     Grid Az
 BP0836:SPC TXSC     -  PROSSER AZ MK                            100 01 52.1
 BP0836:UTM  13      -  PROSSER AZ MK                            097 02 46.6
 BP0836:UTM  14      -  PROSSER AZ MK                            100 04 44.7
 BP0836
 BP0836|---------------------------------------------------------------------|
 BP0836| PID    Reference Object                     Distance      Geod. Az  |
 BP0836|                                                           dddmmss.s |
 BP0836| CI0236 PROSSER AZ MK                                      0983121.9 |
 BP0836| CI0237 PROSSER RM 1                         58.494 METERS 19320     |
 BP0836| CI0238 PROSSER RM 2                         63.231 METERS 27247     |
 BP0836|---------------------------------------------------------------------|
 BP0836
 BP0836                          SUPERSEDED SURVEY CONTROL
 BP0836
 BP0836  NAD 83(1986)-  30 20 20.33419(N)    102 04 44.03819(W) AD(       ) 2
 BP0836  NAD 27      -  30 20 19.68000(N)    102 04 42.56600(W) AD(       ) 2
 BP0836  NGVD 29 (07/19/86)  804.4    (m)         2639.     (f) VERT ANG       
 BP0836
 BP0836.Superseded values are not recommended for survey control.
 BP0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0836.See file dsdata.txt to determine how the superseded data were derived.
 BP0836
 BP0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP8083159967(NAD 83)
 BP0836_MARKER: DS = TRIANGULATION STATION DISK
 BP0836_SETTING: 80 = SET IN A BOULDER
 BP0836_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BP0836
 BP0836  HISTORY     - Date     Condition        Report By
 BP0836  HISTORY     - 1935     MONUMENTED       CGS
 BP0836
 BP0836                          STATION DESCRIPTION
 BP0836
 BP0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0836'STATION LIES 27-1/2 MILES N OF DRYDEN, AIRLINE, ON A HIGH E-W
 BP0836'DIVIDE, ABOUT 1-1/2 MILES S OF PROSSER AND BROWN RANCH BUILDINGS,
 BP0836'ABOUT 3/4 MILE S OF BIG CANYON CREEK, 0.2 MILE W OF N-S FENCE WHICH
 BP0836'RUNS S FROM RANCH BUILDINGS.  STATION IS ON NEARLY FLAT GROUND
 BP0836'AT APPROXIMATE HIGHEST POINT OF DIVIDE.  STATION MARK IS A
 BP0836'STANDARD DISK SET IN A BURIED BOULDER WHICH IS ABOUT 8 INCHES
 BP0836'ACROSS AT THE SURFACE AND WHICH PROJECTS 1 INCH.
 BP0836'
 BP0836'REFERENCE MARK NO. 1, A STANDARD DISK IS S OF STATION AND SET
 BP0836'IN A BURIED BOULDER WHICH IS ABOUT 7 INCHES ACROSS AT THE SURFACE
 BP0836'AND PROJECTS 1 INCH.
 BP0836'
 BP0836'REFERENCE MARK NO. 2, A STANDARD DISK IS W OF THE STATION AND
 BP0836'IS SET IN A BURIED BOULDER WHICH IS ABOUT 6 INCHES AT THE SURFACE
 BP0836'AND PROJECTS 1 INCH.
 BP0836'
 BP0836'AZIMUTH MARK, A STANDARD DISK IS E OF STATION, 12 FEET W OF
 BP0836'N-S FENCE, AND IS SET IN A BURIED BOULDER WHICH IS 2-1/2 FEET
 BP0836'ACROSS AT SURFACE, AND PROJECTS 2 INCHES.
 BP0836'
 BP0836'STATION IS REACHED FROM SHEFFIELD BY DRIVING S FROM JUNCTION
 BP0836'OF SHEFFIELD-DRYDEN ROAD WITH U.S.HIGHWAY 290 IN SHEFFIELD, 30.8
 BP0836'MILES ON SHEFFIELD-DRYDEN ROAD AS FOLLOWS--GO SOUTHWESTERLY 3.8
 BP0836'MILES, TAKE LEFT FORK SOUTHERLY 4.2 MILES, TAKE MAIN LEFT FORK
 BP0836'ACROSS A CATTLE GUARD THEN MAIN RIGHT FORK SOUTHERLY 0.6 MILE,
 BP0836'TAKE MAIN RIGHT FORK STRAIGHT AHEAD 6.9 MILES, TAKE LEFT FORK
 BP0836'WESTERLY 0.4 MILE, CONTINUE STRAIGHT AHEAD ON MAIN ROAD
 BP0836'SOUTHERLY 5.7 MILES, TAKE MAIN RIGHT FORK 7.4 MILES, TAKE MAIN
 BP0836'LEFT FORK SOUTHERLY 1.8 MILES TO MAIL BOX WITH THE NAME SCOTT
 BP0836'AND SIDE ROAD TO RIGHT 100 YARDS S OF A CATTLE GUARD.  AT
 BP0836'THIS POINT 30.8 MILES S OF SHEFFIELD, LEAVE THE
 BP0836'SHEFFIELD-DRYDEN ROAD TAKE THE BLADED SIDE ROAD TO THE RIGHT
 BP0836'WESTERLY FOR 3.1 MILES TO SCOTT RANCH.  AT S SHEDS TAKE LEFT
 BP0836'FORK ON MAIN TRACK ROAD SOUTHERLY 2.9 MILES, TAKE RIGHT FORK
 BP0836'SOUTHWESTERLY ON MAIN ROAD 0.8 MILE, PASS THROUGH RED BOARD
 BP0836'GATE AND DRIVE WESTERLY ON MAIN TRACK ROAD 2.3 MILES, TAKE MAIN
 BP0836'RIGHT FORK WESTERLY AND NORTHWESTERLY 3.3 MILES, TAKE MAIN
 BP0836'LEFT FORK WESTERLY AND SOUTHERLY ALONG TELEPHONE LINE 0.7 MILE
 BP0836'TO PROSSER AND BROWN HEADQUARTERS RANCH.  FROM S END OF RANCH
 BP0836'YARD DRIVE 0.2 MILE SW TO SOUTHERLY OF TWO RED BOARD GATES.  AT
 BP0836'THIS POINT STATION IS 1-1/2 MILES S ON TOP OF RIDGE.  PASS
 BP0836'THROUGH GATE AND FOLLOW ROAD SW 1.0 MILE TO CREEK BED.  CROSS
 BP0836'CREEK AND KEEP TO MAIN TRACKS 0.8 MILE TO POINT WHERE ROAD RISES
 BP0836'UP ON RIDGE.  AT THIS POINT LEAVE ROAD AND WORK UP OVER RIM ROCK,
 BP0836'THEN DRIVE EASTERLY ALONG TOP OF RIDGE 1.1 MILES TO STATION.
 BP0836'A TRUCK LOADED WITH INSTRUMENTS ONLY, MAY BE DRIVEN TO STATION IF
 BP0836'CARE IS EXERCISED IN PICKING A WAY UP OVER THE RIM ROCK.
 BP0836'
 BP0836'ALL OBJECTS WERE VISIBLE FROM GROUND.  A 4-FOOT STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2716 ***********************************************************************
 AX2716  DESIGNATION -  PROVIDENT
 AX2716  PID         -  AX2716
 AX2716  STATE/COUNTY-  TX/COLORADO
 AX2716  USGS QUAD   -  SHERIDAN SE (1981)
 AX2716
 AX2716                         *CURRENT SURVEY CONTROL
 AX2716  ___________________________________________________________________
 AX2716* NAD 83(1993)-  29 17 00.40943(N)    096 34 27.14518(W)     ADJUSTED  
 AX2716* NAVD 88     -        42.0    (meters)     138.     (feet)  VERTCON   
 AX2716  ___________________________________________________________________
 AX2716  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AX2716  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2716
 AX2716  HORZ ORDER  -  FIRST
 AX2716
 AX2716.The horizontal coordinates were established by classical geodetic methods
 AX2716.and adjusted by the National Geodetic Survey in February 1996..
 AX2716
 AX2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2716
 AX2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2716
 AX2716.The geoid height was determined by GEOID03.
 AX2716
 AX2716;                    North         East     Units Scale Factor Converg.
 AX2716;SPC TXSC     - 4,163,155.112   835,669.849   MT  0.99986364   +1 11 18.3
 AX2716;SPC TXSC     -13,658,618.06  2,741,693.50   sFT  0.99986364   +1 11 18.3
 AX2716;UTM  14      - 3,241,830.855   735,661.585   MT  1.00028534   +1 11 13.5
 AX2716
 AX2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2716!SPC TXSC     -   0.99999770  x   0.99986364  =   0.99986134
 AX2716!UTM  14      -   0.99999770  x   1.00028534  =   1.00028303
 AX2716
 AX2716|---------------------------------------------------------------------|
 AX2716| PID    Reference Object                     Distance      Geod. Az  |
 AX2716|                                                           dddmmss.s |
 AX2716| CV6683 PROVIDENT RM 1                       29.089 METERS 16735     |
 AX2716| AX0729 K 853                               APPROX. 0.6 KM 2603421.3 |
 AX2716| CV6684 PROVIDENT RM 2                       21.056 METERS 26242     |
 AX2716|---------------------------------------------------------------------|
 AX2716
 AX2716                          SUPERSEDED SURVEY CONTROL
 AX2716
 AX2716  NAD 83(1986)-  29 17 00.42358(N)    096 34 27.13117(W) AD(       ) 1
 AX2716  NAD 27      -  29 16 59.52340(N)    096 34 26.23248(W) AD(       ) 1
 AX2716  NGVD 29 (07/19/86)   42.0    (m)          138.     (f) VERT ANG       
 AX2716
 AX2716.Superseded values are not recommended for survey control.
 AX2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2716.See file dsdata.txt to determine how the superseded data were derived.
 AX2716
 AX2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3566241831(NAD 83)
 AX2716_MARKER: DS = TRIANGULATION STATION DISK
 AX2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2716_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2716
 AX2716  HISTORY     - Date     Condition        Report By
 AX2716  HISTORY     - 1954     MONUMENTED       CGS
 AX2716  HISTORY     - 1962     GOOD             USGS
 AX2716  HISTORY     - 1963     GOOD             CGS
 AX2716  HISTORY     - 1980     GOOD             NGS
 AX2716
 AX2716                          STATION DESCRIPTION
 AX2716
 AX2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2716'THE STATION IS LOCATED ABOUT 19 MILES WEST-NORTHWEST OF EL CAMPO, 16
 AX2716'MILES SOUTHWEST OF GARWOOD, 3.5 MILES EAST OF PROVIDENT CITY AND AT
 AX2716'A POINT WHERE THE MAIN ROAD TURNS FROM EAST-WEST TO NORTH-SOUTH.
 AX2716'
 AX2716'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 AX2716'HIGHWAY 71 IN EL CAMPO, GO NORTH-NORTHWEST ON STATE HIGHWAY 71 FOR
 AX2716'3.2 MILES TO FARM ROAD 1300, TURN LEFT AND GO WEST ON FARM ROAD
 AX2716'1300,PAVED FOR 5.8 MILES TO THE JUNCTION WITH FARM ROAD 1160, KEEP
 AX2716'RIGHT ON FARM ROAD 1300 AND GO WEST FOR 3.4 MILES TO THE END OF THE
 AX2716'PAVEMENT, CONTINUE STRAIGHT AHEAD ON THGE GRAVEL ROAD 5.4
 AX2716'MILES TO A CROSS ROAD, TURN RIGHT, NORTH AND FOLLOW THE MAIN TRAVELED
 AX2716'ROAD FOR 3.6 MILES TO A POINT WHERE THE MAIN ROAD TURNS LEFT, WEST
 AX2716'AND THE STATION.
 AX2716'
 AX2716'THE STATION MARK, STAMPED PROVIDENT 1954, IS A STANDARD DISK SET IN
 AX2716'A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 83 FEET WEST
 AX2716'OF THE WEST SIDE OF A METAL GATE, 75 FEET NORTH OF THE CENTER OF A
 AX2716'GRAVEL ROAD, 4-1/2 FEET WEST OF A WHITE WITNESS POST AND IN AN
 AX2716'EAST-WEST FENCE LINE.
 AX2716'
 AX2716'REFERENCE MARK NO 1, STAMPED PROVIDENT NO 1 1954, IS A STANDARD DISK
 AX2716'SET IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 45 FEET
 AX2716'WEST OF A FENCE CORNER, 20 FEET SOUTH OF THE CENTER OF THE GRAVEL
 AX2716'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 AX2716'
 AX2716'REFERENCE MARK NO 2, STAMPED PROVIDENT NO 2 1954, IS A STANDARD DISK
 AX2716'SET IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES AND IS 1 FOOT
 AX2716'SOUTH OF AN EAST-WEST FENCE LINE.
 AX2716'
 AX2716'THE AZIMUTH MARK IS A BENCH MARK DISK SET IN A SQUARE CONCRETE POST
 AX2716'THAT PROJECTS 3 INCHES.  IT IS 66.5 FEET WEST OF H.W. COLEMANS MAIL
 AX2716'BOX, 21 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 16.5 FEET WEST
 AX2716'OF THE WEST GATE POST, 2 FEET NORTH OF AN EAST-WEST FENCE LINE AND
 AX2716'1.5 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS STAMPED K 853
 AX2716'1943.
 AX2716'
 AX2716'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVEL
 AX2716'ROAD FOR 0.35 MILE TO A PRIVATE DRIVEWAY ON THE RIGHT AND THE AZIMUTH
 AX2716'MARK ON THE LEFT.
 AX2716'
 AX2716'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AX2716
 AX2716                          STATION RECOVERY (1962)
 AX2716
 AX2716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX2716'STATION MARK--STANDARD USC AND GS DISK SET IN A SQUARE CONCRETE POST
 AX2716'PROJECTING 8 IN., STAMPED ---PROVIDENT 1954---.
 AX2716
 AX2716                          STATION RECOVERY (1963)
 AX2716
 AX2716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2716'STATION, REFERENCE MARKS NO 1 AND 2, AND THE AZIMUTH MARK WERE
 AX2716'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 AX2716'PROCEEDINGS TO STATION SITE ARE CORRECT.
 AX2716
 AX2716                          STATION RECOVERY (1980)
 AX2716
 AX2716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2716'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND BENCH MARK K 853
 AX2716'WERE FOUND IN GOOD CONDITION.  THE COMPARISON WITH THE 1954 DATA
 AX2716'IS AS FOLLOWS.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 AX2716'SHORTER BY 0.026 METER AND TO REFERENCE MARK 2 WAS FOUND TO BE
 AX2716'LONGER BY 0.025 METER.  THE DIRECTION TO REFERENCE MARK 2 WAS
 AX2716'FOUND TO BE LARGER BY 14 MINUTES 01.43 SECONDS AND TO
 AX2716'BENCH MARK K 853 WAS FOUND TO BE LARGER BY 22.31 SECONDS.
 AX2716'THE DIRECTION TO REFERENCE MARK 1 COMPARED TO THE 1954 DATA.
 AX2716'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AX2716'
 AX2716'THE STATION IS LOCATED 20 MILES EAST-NORTHEAST OF EL CAMPO, 16
 AX2716'MILES NORTH OF GANADO, 16 MILES SOUTH-SOUTHEAST OF SHERIDAN AND
 AX2716'IS ON THE PROPERTY OF MR. J. BRUCE HANCOCK OF EL CAMPO, PHONE
 AX2716'NUMBER 543-2910, OFFICE IN THE TEXAS-WEST INDIES COMPANY, ELCO
 AX2716'RICE MILLING BUILDING.
 AX2716'
 AX2716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 AX2716'FARM TO MARKET ROAD 111, IN EDNA, GO NORTHEASTERLY ON HIGHWAY 59
 AX2716'FOR 3.5 MILES TO A SIDE ROAD LEFT, FARM TO MARKET ROAD 530.  TURN
 AX2716'RIGHT AND CIRCLE UNDER HIGHWAY 59 AND GO NORTH ON ROUTE 530 FOR 17.4
 AX2716'MILES TO A SIDE ROAD RIGHT, FARM TO MARKET ROAD 1300.  TURN RIGHT
 AX2716'AND GO EAST ON ROUTE 1300 FOR 6.55 MILES TO A SIDE ROAD NORTH.  TURN
 AX2716'LEFT AND GO NORTH, WEST AND NORTH AGAIN ON A GRAVEL ROAD FOR 4.75
 AX2716'MILES TO WHERE THE ROAD TURNS WEST AGAIN AND THE STATION AS DESCRIBED.
 AX2716'
 AX2716'THE STATION IS A STANDARD NGS DISK
 AX2716'STAMPED---PROVIDENT 1954---,
 AX2716'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 AX2716'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2716'0.6 FEET SOUTH FROM THE FENCE LINE,
 AX2716'2.8 FEET EAST FROM A METAL WITNESS POST AND
 AX2716'67 FEET NORTH FROM THE CENTER OF A GRAVEL ROAD.
 AX2716'ACCORDING TO THE 1954 DATA, THE UNDERGROUND MARK IS A STANDARD NGS DIS
 AX2716'STAMPED---PROVIDENT 1954---,
 AX2716'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AX2716'
 AX2716'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 AX2716'STAMPED---PROVIDENT NO 1 1954---,
 AX2716'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AX2716'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2716'1.6 FEET NORTH FROM  A FENCE LINE,
 AX2716'2.7 FEET WEST FROM A METAL WITNESS POST AND
 AX2716'29 FEET SOUTH FROM THE CENTER OF THE GRAVEL ROAD.
 AX2716'MARK IS BELOW STATION 0.5 METERS.
 AX2716'
 AX2716'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 AX2716'STAMPED---PROVIDENT NO 2 1954---,
 AX2716'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AX2716'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2716'1.1 FEET EAST FROM A METAL WITNESS POST,
 AX2716'1.2 FEET WEST FROM THE FENCE LINE AND
 AX2716'68.5 FEET NORTH FROM THE CENTER OF THE GRAVEL ROAD.
 AX2716'MARK IS LEVEL WITH STATION.
 AX2716'
 AX2716'THE AZIMUTH MARK IS A STANDARD NGS BENCH MARK DISK,
 AX2716'STAMPED---K 853 1943---,
 AX2716'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX2716'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2716'24 FEET SOUTH FROM THE CENTER OF THE GRAVEL ROAD,
 AX2716'18 FEET WEST FROM THE WEST END OF A GATE LEADING INTO PASTURE AND
 AX2716'3.5 FEET NORTH FROM A METAL WITNESS POST.
 AX2716'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ON THE GRAVEL
 AX2716'ROAD FOR 0.4 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AX2716'
 AX2716'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0568 ***********************************************************************
 BO0568  DESIGNATION -  PROW
 BO0568  PID         -  BO0568
 BO0568  STATE/COUNTY-  TX/PECOS
 BO0568  USGS QUAD   -  IRAAN (1967)
 BO0568
 BO0568                         *CURRENT SURVEY CONTROL
 BO0568  ___________________________________________________________________
 BO0568* NAD 83(1993)-  30 58 01.59643(N)    101 58 34.52031(W)     ADJUSTED  
 BO0568* NAVD 88     -       679.5    (meters)    2229.     (feet)  VERTCON   
 BO0568  ___________________________________________________________________
 BO0568  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BO0568  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BO0568
 BO0568  HORZ ORDER  -  THIRD
 BO0568
 BO0568.The horizontal coordinates were established by classical geodetic methods
 BO0568.and adjusted by the National Geodetic Survey in February 1996..
 BO0568
 BO0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0568
 BO0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0568
 BO0568.The geoid height was determined by GEOID03.
 BO0568
 BO0568;                    North         East     Units Scale Factor Converg.
 BO0568;SPC TX C     - 3,145,319.465   543,064.329   MT  0.99988192   -0 50 46.3
 BO0568;SPC TX C     -10,319,268.94  1,781,703.55   sFT  0.99988192   -0 50 46.3
 BO0568;UTM  14      - 3,429,758.343   215,710.535   MT  1.00059707   -1 31 56.8
 BO0568;UTM  13      - 3,429,880.718   788,827.528   MT  1.00062916   +1 33 25.0
 BO0568
 BO0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0568!SPC TX C     -   0.99989700  x   0.99988192  =   0.99977894
 BO0568!UTM  14      -   0.99989700  x   1.00059707  =   1.00049401
 BO0568!UTM  13      -   0.99989700  x   1.00062916  =   1.00052610
 BO0568
 BO0568|---------------------------------------------------------------------|
 BO0568| PID    Reference Object                     Distance      Geod. Az  |
 BO0568|                                                           dddmmss.s |
 BO0568| CI0241 PROW RM 2                            36.357 METERS 07959     |
 BO0568| CI0239 PROW AZ MK                                         1635221.0 |
 BO0568| CI0240 PROW RM 1                            43.160 METERS 35517     |
 BO0568|---------------------------------------------------------------------|
 BO0568
 BO0568                          SUPERSEDED SURVEY CONTROL
 BO0568
 BO0568  NAD 83(1986)-  30 58 01.60537(N)    101 58 34.50610(W) AD(       ) 3
 BO0568  NAD 27      -  30 58 01.04100(N)    101 58 33.03200(W) AD(       ) 3
 BO0568  NGVD 29 (07/19/86)  679.3    (m)         2229.     (f) VERT ANG       
 BO0568
 BO0568.Superseded values are not recommended for survey control.
 BO0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0568.See file dsdata.txt to determine how the superseded data were derived.
 BO0568
 BO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1571129758(NAD 83)
 BO0568_MARKER: DS = TRIANGULATION STATION DISK
 BO0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0568+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2001
 BO0568
 BO0568  HISTORY     - Date     Condition        Report By
 BO0568  HISTORY     - 1935     MONUMENTED       CGS
 BO0568  HISTORY     - 1946     GOOD             LOCENG
 BO0568  HISTORY     - 20011213 GOOD             TXDOT
 BO0568
 BO0568                          STATION DESCRIPTION
 BO0568
 BO0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BO0568'STATION LIES 5 MILES AIRLINE NW OF IRAAN, 0.8 MILE S OF PECOS
 BO0568'RIVER, 2.3 MILES NNW OF JUNCTION OF IRAAN-MC CAMEY AND
 BO0568'IRAAN-RANKIN HIGHWAYS, 18 FEET E OF A N-S FENCE, AND ABOUT 75
 BO0568'FEET W OF CENTER OF PAVEMENT WHICH IS NOW BEING LAID ON THE
 BO0568'IRAAN-RANKIN HIGHWAY.  STATION MARKS PROJECT 3 INCHES.
 BO0568'
 BO0568'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BO0568'BRONZE DISKS SET IN CONCRETE.
 BO0568'
 BO0568'REFERENCE MARK NO. 1 IS NNW OF STATION, 1 FOOT E OF FENCE,
 BO0568'AND PROJECTS 4 INCHES.
 BO0568'
 BO0568'REFERENCE MARK NO. 2 IS ENE OF STATION, 29 FEET E OF FENCE,
 BO0568'AND PROJECTS 4 INCHES.
 BO0568'
 BO0568'AZIMUTH MARK IS SSE OF STATION, 15 FEET E OF FENCE, 45 FEET
 BO0568'E OF CENTER OF IRAAN-RANKIN HIGHWAY, AND PROJECTS 4 INCHES.
 BO0568'
 BO0568'STATION IS REACHED BY IRAAN POST OFFICE BY DRIVING 4.6 MILES
 BO0568'W AND NW ON THE OILED IRAAN-MC CAMEY HIGHWAY TO THE JUNCTION
 BO0568'WITH RANKIN HIGHWAY, TURN RIGHT OR N TOWARD RANKIN FOR 2.3
 BO0568'MILES TO SLIGHT CURVE TOWARD THE E, AND STATION.
 BO0568'
 BO0568'ALL OBJECTS ARE VISIBLE FROM GROUND.
 BO0568
 BO0568                          STATION RECOVERY (1946)
 BO0568
 BO0568'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (DDG)
 BO0568'STATION RECOVERED BY GENERAL GEOPHYSICAL CO.
 BO0568'
 BO0568'DESCRIPTION SUFFICIENT.  MARK IN GOOD CONDITION.  IT IS NW OF
 BO0568'IRAAN.
 BO0568
 BO0568                          STATION RECOVERY (2001)
 BO0568
 BO0568'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 BO0568'MARK IS 22 FEET E OF THE WEST ROW FENCE(N-S) OF STATE HIGHWAY 349.
 BO0568'STATION MARK PROJECTS 1 INCH. REFERENCE MARK 1 WAS NOT FOUND. THE
 BO0568'CONCRETE BASE OF REFERENCE MARK 2 WAS FOUND 10 FEET WEST OF THE EAST
 BO0568'ROW FENCE. THE DISK OF REFERENCE MARK 2 IS MISSING. AZIMUTH MARK IS
 BO0568'ABOUT 2470 FEET SOUTH OF STATION AND IS 4 FEET EAST OF EAST HIGHWAY
 BO0568'ROW FENCE (N-S).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6594 ***********************************************************************
 AW6594  DESIGNATION -  PRUDENTIAL 1968
 AW6594  PID         -  AW6594
 AW6594  STATE/COUNTY-  TX/HARRIS
 AW6594  USGS QUAD   -  BELLAIRE (1995)
 AW6594
 AW6594                         *CURRENT SURVEY CONTROL
 AW6594  ___________________________________________________________________
 AW6594* NAD 83(1993)-  29 42 18.65619(N)    095 24 03.59218(W)     ADJUSTED  
 AW6594* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AW6594  ___________________________________________________________________
 AW6594  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6594  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6594
 AW6594  HORZ ORDER  -  FIRST
 AW6594
 AW6594.The horizontal coordinates were established by classical geodetic methods
 AW6594.and adjusted by the National Geodetic Survey in February 1996..
 AW6594
 AW6594.The orthometric height was scaled from a topographic map.
 AW6594
 AW6594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6594
 AW6594.The geoid height was determined by GEOID03.
 AW6594
 AW6594;                    North         East     Units Scale Factor Converg.
 AW6594;SPC TXSC     - 4,212,809.403   948,180.815   MT  0.99988405   +1 45 47.5
 AW6594;SPC TXSC     -13,821,525.52  3,110,823.22   sFT  0.99988405   +1 45 47.5
 AW6594;UTM  15      - 3,288,530.580   267,713.050   MT  1.00026580   -1 11 25.1
 AW6594
 AW6594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6594!SPC TXSC     -   1.00000209  x   0.99988405  =   0.99988614
 AW6594!UTM  15      -   1.00000209  x   1.00026580  =   1.00026789
 AW6594
 AW6594:                Primary Azimuth Mark                     Grid Az
 AW6594:SPC TXSC     -  HOUSTON INSTITUTE PARK TANK              124 27 21.3
 AW6594:UTM  15      -  HOUSTON INSTITUTE PARK TANK              127 24 33.9
 AW6594
 AW6594|---------------------------------------------------------------------|
 AW6594| PID    Reference Object                     Distance      Geod. Az  |
 AW6594|                                                           dddmmss.s |
 AW6594| AW6544 HOUSTON INSTITUTE PARK TANK         APPROX. 3.6 KM 1261308.8 |
 AW6594| AW6596 HOUSTON ASTRONEEDLF                 APPROX. 3.4 KM 1900619.6 |
 AW6594| AW6597 HOUSTON DOMED STADIUM               APPROX. 2.3 KM 1960947.4 |
 AW6594| AW6603 HOUSTON KNOLLWOOD VILLAGE TANK      APPROX. 2.4 KM 2134712.8 |
 AW6594|---------------------------------------------------------------------|
 AW6594
 AW6594                          SUPERSEDED SURVEY CONTROL
 AW6594
 AW6594  NAD 83(1986)-  29 42 18.67049(N)    095 24 03.57324(W) AD(       ) 1
 AW6594  NAD 27      -  29 42 17.84278(N)    095 24 02.79127(W) AD(       ) 1
 AW6594
 AW6594.Superseded values are not recommended for survey control.
 AW6594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6594.See file dsdata.txt to determine how the superseded data were derived.
 AW6594
 AW6594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6771388531(NAD 83)
 AW6594_MARKER: DS = TRIANGULATION STATION DISK
 AW6594_SETTING: 0 = UNSPECIFIED SETTING
 AW6594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6594
 AW6594  HISTORY     - Date     Condition        Report By
 AW6594  HISTORY     - 1968     MONUMENTED       CGS
 AW6594  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW6594
 AW6594                          STATION DESCRIPTION
 AW6594
 AW6594'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6594'THE STATION IS LOCATED ON THE HIGHEST LEVEL OF THE ROOF OF THE
 AW6594'PRUDENTIAL LIFE INSURANCE BUILDING AT 1100 HOLCOMBE BOULEVARD IN
 AW6594'HOUSTON.
 AW6594'
 AW6594'THE STATION MARK IS A STANDARD DISK STAMPED PRUDENTIAL 1968, SET
 AW6594'IN TAR IN THE ROOF OF THE BUILDING.  A 5-INCH COPPER STOVE PIPE WITH
 AW6594'CAP COVERS THE DISK.  THE PIPE PROJECTS 6 INCHES ABOVE THE ROOF
 AW6594'SURFACE.  IT IS 7.9 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 AW6594'OUTER COPING, 4.9 FEET WEST OF THE EAST COPING (OUTER EDGE) AND
 AW6594'3.8 FEET EAST OF THE EAST EDGE OF A VENTILATOR SHAFT.
 AW6594
 AW6594                          STATION RECOVERY (1995)
 AW6594
 AW6594'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1085 ***********************************************************************
 CR1085  DESIGNATION -  PRUITT
 CR1085  PID         -  CR1085
 CR1085  STATE/COUNTY-  TX/CASS
 CR1085  USGS QUAD   -  LANIER (1962)
 CR1085
 CR1085                         *CURRENT SURVEY CONTROL
 CR1085  ___________________________________________________________________
 CR1085* NAD 83(1993)-  32 53 49.99453(N)    094 21 15.27457(W)     ADJUSTED  
 CR1085* NAVD 88     -       129.8    (meters)     426.     (feet)  VERTCON   
 CR1085  ___________________________________________________________________
 CR1085  X           -    -407,003.698 (meters)                     COMP
 CR1085  Y           -  -5,345,288.279 (meters)                     COMP
 CR1085  Z           -   3,444,449.502 (meters)                     COMP
 CR1085  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 CR1085  ELLIP HEIGHT-         103.26  (meters)          (02/16/96) GPS OBS
 CR1085  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CR1085
 CR1085  HORZ ORDER  -  SECOND
 CR1085  ELLP ORDER  -  FIFTH     CLASS I
 CR1085
 CR1085.The horizontal coordinates were established by classical geodetic methods
 CR1085.and adjusted by the National Geodetic Survey in February 1996..
 CR1085
 CR1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1085
 CR1085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1085
 CR1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1085
 CR1085.The ellipsoidal height was determined by GPS observations
 CR1085.and is referenced to NAD 83.
 CR1085
 CR1085.The geoid height was determined by GEOID03.
 CR1085
 CR1085;                    North         East     Units Scale Factor Converg.
 CR1085;SPC TXNC     - 2,144,107.347   987,734.242   MT  0.99987623   +2 15 39.9
 CR1085;SPC TXNC     - 7,034,458.85  3,240,591.43   sFT  0.99987623   +2 15 39.9
 CR1085;UTM  15      - 3,640,706.001   373,340.919   MT  0.99979781   -0 44 08.3
 CR1085
 CR1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1085!SPC TXNC     -   0.99998379  x   0.99987623  =   0.99986002
 CR1085!UTM  15      -   0.99998379  x   0.99979781  =   0.99978160
 CR1085
 CR1085|---------------------------------------------------------------------|
 CR1085| PID    Reference Object                     Distance      Geod. Az  |
 CR1085|                                                           dddmmss.s |
 CR1085| CX6124 PRUITT RM 1                          21.468 METERS 00820     |
 CR1085| CX6123 PRUITT AZ MK                                       2103200.6 |
 CR1085| CX6125 PRUITT RM 2                          22.890 METERS 28759     |
 CR1085|---------------------------------------------------------------------|
 CR1085
 CR1085                          SUPERSEDED SURVEY CONTROL
 CR1085
 CR1085  NAD 83(1993)-  32 53 49.99953(N)    094 21 15.26545(W) AD(       ) 2
 CR1085  ELLIP H (01/21/93)  103.01   (m)                       GP(       ) 4 2
 CR1085  NAD 83(1986)-  32 53 49.99966(N)    094 21 15.26325(W) AD(       ) 2
 CR1085  NAD 27      -  32 53 49.51042(N)    094 21 14.53990(W) AD(       ) 3
 CR1085  NGVD 29 (12/08/88)  129.8    (m)          426.     (f) GPS OBS        
 CR1085
 CR1085.Superseded values are not recommended for survey control.
 CR1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1085.See file dsdata.txt to determine how the superseded data were derived.
 CR1085
 CR1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7334140706(NAD 83)
 CR1085_MARKER: DH = HORIZONTAL CONTROL DISK
 CR1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1085_SP_SET: SQUARE CONCRETE MONUMENT
 CR1085_STAMPING: PRUITT 1958
 CR1085_MARK LOGO: CGS   
 CR1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1085+STABILITY: SURFACE MOTION
 CR1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1085+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1988
 CR1085
 CR1085  HISTORY     - Date     Condition        Report By
 CR1085  HISTORY     - 1958     MONUMENTED       CGS
 CR1085  HISTORY     - 1958     GOOD             CGS
 CR1085  HISTORY     - 1974     GOOD             TXHD
 CR1085  HISTORY     - 19871015 GOOD             NGS
 CR1085  HISTORY     - 19880204 GOOD
 CR1085
 CR1085                          STATION DESCRIPTION
 CR1085
 CR1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1085'THE STATION IS LOCATED ON PASTURE LAND ON A HIGH RIDGE ABOUT
 CR1085'8.0 MILES SOUTH OF LINDEN, ABOUT 9.0 MILES NORTH OF JEFFERSON,
 CR1085'96 FEET NORTH OF A FENCE, 7 FEET NORTHEAST OF A WITNESS POST
 CR1085'AND ON MRS. J.W. STONE PROPERTY.  THE MARK PROJECTS 3 INCHES
 CR1085'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED PRUITT 1958.
 CR1085'
 CR1085'REFERENCE MARK NO. 1 IS 166 FEET NORTH OF A FENCE.  THE MARK
 CR1085'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1085'STAMPED PRUITT NO 1 1958.
 CR1085'
 CR1085'REFERENCE MARK NO. 2 IS 96 FEET NORTH OF A FENCE.  THE MARK
 CR1085'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1085'STAMPED PRUITT NO 2 1958.
 CR1085'
 CR1085'AZIMUTH MARK IS 51 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 CR1085'NO. 59, 28 FEET NORTH OF THE CENTER OF A GRADED ROAD AND
 CR1085'2 FEET NORTHEAST OF A WITNESS POST.  THE MARK IS SET FLUSH WITH
 CR1085'THE SURFACE OF THE GROUND AND IS STAMPED PRUITT 1958.
 CR1085'
 CR1085'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 59
 CR1085'AND STATE ROAD NO. 49 IN THE NORTH EDGE OF JEFFERSON, GO NORTH
 CR1085'ON U.S. HIGHWAY NO. 59 FOR 8.2 MILES TO THE CASS COUNTY LINE,
 CR1085'CONTINUE NORTH ON U.S. HIGHWAY NO. 59 FOR 1.1 MILES TO THE
 CR1085'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON
 CR1085'U.S. HIGHWAY NO. 59 FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT
 CR1085'AT THE NORTH END OF A PINE TREE GROVE, TURN RIGHT ON TRACK
 CR1085'ROAD AND GO EAST FOR 0.1 MILE TO A GATE, PASS THRU THE GATE
 CR1085'AND CONTINUE EAST FOR 0.05 MILE TO A GATE, PASS THRU THE GATE
 CR1085'AND TURN RIGHT UP A FENCE LINE AND GO 0.15 MILE TO THE
 CR1085'STATION AS DESCRIBED.
 CR1085'
 CR1085'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1085
 CR1085                          STATION RECOVERY (1958)
 CR1085
 CR1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 CR1085'RECOVERED IN GOOD CONDITION.
 CR1085
 CR1085                          STATION RECOVERY (1974)
 CR1085
 CR1085'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 CR1085'PRUITT 1958-GOOD
 CR1085'
 CR1085'PRUITT AZ. MK.-GOOD
 CR1085'
 CR1085'R.M. 2-GOOD
 CR1085'
 CR1085'STATION IS NOW LOCATED 50 FT. SOUTH OF A NEW FENCE AND 1000 FT.
 CR1085'E OF A NEW BARN IN OPEN PASTURE LAND.  AZ. MK. IS N.W. QUADRANT
 CR1085'OF INTERSECTION OF U.S. 59 AND FM 2683.
 CR1085
 CR1085                          STATION RECOVERY (1987)
 CR1085
 CR1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CR1085'THE STATION IS LOCATED ABOUT 15 KM (9.30 MI) NORTH OF JEFFERSON, 13 KM
 CR1085'(8.10 MI) SOUTH OF LINDEN LOCATED ON THE AREA OF A PASTURE.
 CR1085'OWNERSHIP-- JAMES STONE ROUTE 2. BOX 147X, JEFFERSON, TX.
 CR1085'TELEPHONENUMBER 214-665-3746.
 CR1085'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 CR1085'HIGHWAY 49 AT THE NORTH SIDE OF JEFFERSON.  GO NORTH ON U.S. HIGHWAY
 CR1085'59 FOR 14.5 KM (9.00 MI) TO A CROSSROAD IN A SMALL VILLAGE OF PRUITT.
 CR1085'CONTINUE NORTH FOR 0.6 KM (0.35 MI) TO A DIRT ROAD ON THE RIGHT
 CR1085'LEADING TO A HOUSE.  TURN RIGHT AND GO EASTERLY FOR 0.2 KM (0.10 MI)
 CR1085'TO THE SOUTH SIDE OF THE HOUSE.  GO THROUGH A WHITE PIPE FENCE, THEN
 CR1085'EAST THROUGH A WIRE GAP IN THE FENCE, AND FOLLOW THE FENCE
 CR1085'EASTERLYFOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 CR1085'THE MARK IS SET 1.0 M (3.3 FT) SOUTH OF THE FENCE.
 CR1085'DESCRIBED BY B.L.L.
 CR1085
 CR1085                          STATION RECOVERY (1988)
 CR1085
 CR1085'RECOVERED 1988
 CR1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1346 ***********************************************************************
 DM1346  DESIGNATION -  PRX ARP
 DM1346  PID         -  DM1346
 DM1346  STATE/COUNTY-  TX/LAMAR
 DM1346  USGS QUAD   -  BLOSSOM (1964)
 DM1346
 DM1346                         *CURRENT SURVEY CONTROL
 DM1346  ___________________________________________________________________
 DM1346* NAD 83(1993)-  33 38 12.24885(N)    095 27 01.67533(W)     ADJUSTED  
 DM1346* NAVD 88     -       166.0    (meters)     545.     (feet)  GPS OBS   
 DM1346  ___________________________________________________________________
 DM1346  X           -    -504,922.051 (meters)                     COMP
 DM1346  Y           -  -5,291,765.263 (meters)                     COMP
 DM1346  Z           -   3,513,048.060 (meters)                     COMP
 DM1346  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DM1346  ELLIP HEIGHT-         139.12  (meters)          (10/24/00) GPS OBS
 DM1346  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1346
 DM1346  HORZ ORDER  -  B
 DM1346  ELLP ORDER  -  FOURTH    CLASS II
 DM1346
 DM1346.This mark is at Cox Fld (PRX) Airport (PRX)
 DM1346
 DM1346.The horizontal coordinates were established by GPS observations
 DM1346.and adjusted by the National Geodetic Survey in February 1996..
 DM1346
 DM1346.The orthometric height was determined by GPS observations and a
 DM1346.high-resolution geoid model.
 DM1346
 DM1346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1346
 DM1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1346
 DM1346.The ellipsoidal height was determined by GPS observations
 DM1346.and is referenced to NAD 83.
 DM1346
 DM1346.The geoid height was determined by GEOID03.
 DM1346
 DM1346;                    North         East     Units Scale Factor Converg.
 DM1346;SPC TXNC     - 2,222,571.292   882,863.136   MT  0.99992463   +1 39 47.5
 DM1346;SPC TXNC     - 7,291,885.98  2,896,526.81   sFT  0.99992463   +1 39 47.5
 DM1346;UTM  15      - 3,724,572.358   272,719.129   MT  1.00023688   -1 21 28.6
 DM1346
 DM1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1346!SPC TXNC     -   0.99997816  x   0.99992463  =   0.99990279
 DM1346!UTM  15      -   0.99997816  x   1.00023688  =   1.00021503
 DM1346
 DM1346:                Primary Azimuth Mark                     Grid Az
 DM1346:SPC TXNC     -  PARIS MUNICIPAL AIRPORT AP STA B         206 57 18.0
 DM1346:UTM  15      -  PARIS MUNICIPAL AIRPORT AP STA B         209 58 34.1
 DM1346
 DM1346|---------------------------------------------------------------------|
 DM1346| PID    Reference Object                     Distance      Geod. Az  |
 DM1346|                                                           dddmmss.s |
 DM1346| DM1348 PARIS MUNICIPAL AIRPORT AP STA B    APPROX. 0.8 KM 2083705.5 |
 DM1346| AB6254 PRX F                               494.404 METERS 2700545.7 |
 DM1346| DM1349 AIRPORT BEACON PARIS MUN APT        APPROX. 0.6 KM 2743348.9 |
 DM1346|---------------------------------------------------------------------|
 DM1346
 DM1346                          SUPERSEDED SURVEY CONTROL
 DM1346
 DM1346  ELLIP H (02/20/96)  139.18   (m)                       GP(       ) 1 1
 DM1346  NAD 83(1993)-  33 38 12.24775(N)    095 27 01.66564(W) AD(       ) 3
 DM1346  NAD 83(1993)-  33 38 12.24869(N)    095 27 01.66463(W) AD(       ) 3
 DM1346  NAD 83(1986)-  33 38 12.25447(N)    095 27 01.65425(W) AD(       ) 3
 DM1346  NAD 27      -  33 38 11.87320(N)    095 27 00.81960(W) AD(       ) 3
 DM1346  NGVD 29 (07/19/86)  165.84   (m)          544.1    (f) LEVELING    3  
 DM1346
 DM1346.Superseded values are not recommended for survey control.
 DM1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1346.See file dsdata.txt to determine how the superseded data were derived.
 DM1346
 DM1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7271924572(NAD 83)
 DM1346_MARKER: DT = TOPOGRAPHIC STATION DISK
 DM1346_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM1346_STAMPING: ARP 1965
 DM1346_MARK LOGO: CGS   
 DM1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1346+STABILITY: SURFACE MOTION
 DM1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1346+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 DM1346
 DM1346  HISTORY     - Date     Condition        Report By
 DM1346  HISTORY     - 1965     MONUMENTED       CGS
 DM1346  HISTORY     - 1978     GOOD             NGS
 DM1346  HISTORY     - 1981     GOOD             NGS
 DM1346  HISTORY     - 19840315 GOOD             NGS
 DM1346  HISTORY     - 19941220 GOOD             NGS
 DM1346  HISTORY     - 19991012 POOR             TXDOT
 DM1346
 DM1346                          STATION DESCRIPTION
 DM1346
 DM1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JVT)
 DM1346'LOCATED AT COX FIELD, DIRECTLY EAST OF THE TERMINAL BUILDING,
 DM1346'53.2 FEET NORTHWEST OF AND ON CENTERLINE EXTENDED, (FROM
 DM1346'THE TAXIWAY INTERSECTIONS) OF THE TAXIWAY LEADING SOUTHEAST
 DM1346'AND 633.8 FEET SE OF THE WIND TETRAHEDRON.
 DM1346'
 DM1346'A STANDARD TOPO DISK STAMPED ARP 1965 SET IN A CONCRETE POST
 DM1346'FLUSH WITH THE GROUND.
 DM1346
 DM1346                          STATION RECOVERY (1978)
 DM1346
 DM1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 DM1346'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DM1346'
 DM1346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PARIS MUNI.
 DM1346'AIRPORT (NOW COX FIELD).
 DM1346
 DM1346                          STATION RECOVERY (1981)
 DM1346
 DM1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JVD)
 DM1346'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 DM1346'DESCRIBED.
 DM1346'
 DM1346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 DM1346'SOUTH-SOUTHEAST OF RENO AT COX FIELD.
 DM1346
 DM1346                          STATION RECOVERY (1984)
 DM1346
 DM1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (APF)
 DM1346'THE STATION IS LOCATED AT COX FIELD DIRECTLY EAST OF THE TERMINAL
 DM1346'BUILDING, 53.2 FT (16.2 M) NORTHWEST OF AND ON THE CENTERLINE EXTENDED
 DM1346'(FROM THE TAXIWAY INTERSECTIONS) OF THE TAXIWAY LEADING SOUTHEAST, AND
 DM1346'633.8 FT (193.2 M) SOUTHEAST OF THE WIND TETRAHEDRON. A STANDARD
 DM1346'TOPOGRAPGIC DISK STAMPED ARP 1965 SET IN A CONCRETE POST FLUSH WITH
 DM1346'THE GROUND.
 DM1346
 DM1346                          STATION RECOVERY (1994)
 DM1346
 DM1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DM1346'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF PARIS AT PARIS-COX
 DM1346'FIELD, IN GRASS IN THE NORTHHWEST CORNER OF THE JUNCTION OF THREE
 DM1346'TAXIS EAST OF THE WINDSOCK AND AT MIDFIELD.  OWNERSHIP--COX FIELD
 DM1346'AIRPORT.  AIRPORT MANAGER IS JIM COLLIER, RT.  7 BOX 146A, PARIS, TX
 DM1346'75460.  AIRPORT PHONE IS 903-784-5415, HOME PHONE IS 903-785-6745.
 DM1346'CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.
 DM1346'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 82 AND STATE LOOP HIGHWAY
 DM1346'286 ON THE EAST SIDE OF PARIS, GO EAST ON HIGHWAY 82 FOR 4.67 KM (2.90
 DM1346'MI) TO FARM ROAD 1508 ON THE RIGHT.  TURN RIGHT, SOUTH, ON FARM ROAD
 DM1346'1508 FOR 1.53 KM (0.95 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 DM1346'TURN LEFT, SOUTHEAST AND EAST, ON THE ENTRANCE ROAD FOR 0.51 KM (0.30
 DM1346'MI) TO A GATE ON THE NORTH SIDE OF THE TERMINAL.  PASS THROUGH GATE,
 DM1346'EAST, ACROSS TERMINAL FOR 50 M (164.0 FT) TO THE PARALLEL TAXI TO
 DM1346'RUNWAY 17-35 AND A CONNECTOR TAXI.  CONTINUE AHEAD, EAST, ON THE
 DM1346'CONNECTOR TAXI FOR 0.09 KM (0.05 MI) TO RUNWAY 17-35. CONTINUE AHEAD
 DM1346'EAST, CROSSING THE RUNWAY AND ALONG A TAXI FOR 0.4 KM (0.25 MI) TO THE
 DM1346'STATION ON THE LEFT JUST BEFORE THE JUNCTION OF THREE TAXIS.  THE
 DM1346'TERMINAL CAN ALSO BE REACHED FROM THE JUNCTION OF U.S.  HIGHWAY 271
 DM1346'AND STATE LOOP HIGHWAY 286 ON THE SOUTHEAST SIDE OF PARIS BY GOING
 DM1346'SOUTHEAST ON HIGHWAY 271 FOR 2.74 KM (1.70 MI) TO FARM ROAD 1508 ON
 DM1346'THE LEFT.  TURN LEFT, NORTHEAST, ON FARM ROAD 1508 FOR 1.61 KM (1.00
 DM1346'MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  THE STATION IS SET IN
 DM1346'THE TOP OF A 30 CM CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS
 DM1346'193.2 M (633.9 FT) SOUTHEAST OF THE TETRAHEDRAN, 16.2 M (53.1 FT)
 DM1346'WEST-NORTHWEST OF THE CENTER OF THE JUNCTION OF THE TAXIS, 15.8 M
 DM1346'(51.8 FT) NORTHWEST OF THE CENTER OF THE TAXI TO RUNWAY END 21, 12.8 M
 DM1346'(42.0 FT) NORTH OF THE CENTER OF THE TAXI TO RUNWAY 17-35, AND 0.25 M
 DM1346'(0.82 FT) SOUTH OF A PLASTIC WITNESS POST. DESCRIBED BY D.G.  AUG
 DM1346
 DM1346                          STATION RECOVERY (1999)
 DM1346
 DM1346'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 DM1346'STATION DISK HAS BEEN SHEARED OFF BY MOWERS.  SHANK IS SOLID IN
 DM1346'MONUMENT - STATION DISK RECOVERED.  DISTANCE SOUTH ON FM 1508 FROM US
 DM1346'82 IS 1.815 MI (2.921 KM) -1994 RECOVERY SAID 0.95 MI (1.53 KM) - -IF
 DM1346'YOU WANT THE DISK, CALL ME AND I WILL MAIL IT TO YOU.  1.18 MI (1.90
 DM1346'KM) SOUTH OF FM 1508.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6253 ***********************************************************************
 AB6253  SACS        -  This is a Secondary Airport Control Station.
 AB6253  DESIGNATION -  PRX E
 AB6253  PID         -  AB6253
 AB6253  STATE/COUNTY-  TX/LAMAR
 AB6253  USGS QUAD   -  BLOSSOM (1964)
 AB6253
 AB6253                         *CURRENT SURVEY CONTROL
 AB6253  ___________________________________________________________________
 AB6253* NAD 83(1993)-  33 37 56.14317(N)    095 27 20.61390(W)     ADJUSTED  
 AB6253* NAVD 88     -       159.84   (meters)     524.4    (feet)  GPS OBS   
 AB6253  ___________________________________________________________________
 AB6253  X           -    -505,433.567 (meters)                     COMP
 AB6253  Y           -  -5,291,987.394 (meters)                     COMP
 AB6253  Z           -   3,512,631.502 (meters)                     COMP
 AB6253  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AB6253  ELLIP HEIGHT-         132.97  (meters)          (11/09/01) GPS OBS
 AB6253  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AB6253
 AB6253  HORZ ORDER  -  FIRST
 AB6253  ELLP ORDER  -  FOURTH    CLASS I
 AB6253
 AB6253.This mark is at Cox Fld (PRX) Airport (PRX)
 AB6253
 AB6253.The horizontal coordinates were established by GPS observations
 AB6253.and adjusted by the National Geodetic Survey in November 2001..
 AB6253
 AB6253.The orthometric height was determined by GPS observations and a
 AB6253.high-resolution geoid model.
 AB6253
 AB6253.GPS derived orthometric heights for airport stations designated as
 AB6253.PACS or SACS are published to 2 decimal places.  This maintains
 AB6253.centimeter relative accuracy between the PACS and SACS.  It does
 AB6253.not indicate centimeter accuracy relative to other marks which are
 AB6253.part of the NAVD 88 network.
 AB6253
 AB6253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6253
 AB6253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6253
 AB6253.The ellipsoidal height was determined by GPS observations
 AB6253.and is referenced to NAD 83.
 AB6253
 AB6253.The geoid height was determined by GEOID03.
 AB6253
 AB6253;                    North         East     Units Scale Factor Converg.
 AB6253;SPC TXNC     - 2,222,061.170   882,389.685   MT  0.99992384   +1 39 37.2
 AB6253;SPC TXNC     - 7,290,212.36  2,894,973.49   sFT  0.99992384   +1 39 37.2
 AB6253;UTM  15      - 3,724,087.746   272,219.294   MT  1.00023969   -1 21 38.6
 AB6253
 AB6253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6253!SPC TXNC     -   0.99997913  x   0.99992384  =   0.99990297
 AB6253!UTM  15      -   0.99997913  x   1.00023969  =   1.00021881
 AB6253
 AB6253:                Primary Azimuth Mark                     Grid Az
 AB6253:SPC TXNC     -  PRX F                                    357 36 34.1
 AB6253:UTM  15      -  PRX F                                    000 37 49.9
 AB6253
 AB6253|---------------------------------------------------------------------|
 AB6253| PID    Reference Object                     Distance      Geod. Az  |
 AB6253|                                                           dddmmss.s |
 AB6253| AB6254 PRX F                               497.071 METERS 3591611.3 |
 AB6253|---------------------------------------------------------------------|
 AB6253
 AB6253                          SUPERSEDED SURVEY CONTROL
 AB6253
 AB6253  ELLIP H (03/05/01)  132.92   (m)                       GP(       ) 4 2
 AB6253  NAD 83(1993)-  33 37 56.14336(N)    095 27 20.61526(W) AD(       ) 1
 AB6253  ELLIP H (08/27/96)  132.98   (m)                       GP(       ) 4 2
 AB6253
 AB6253.Superseded values are not recommended for survey control.
 AB6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6253.See file dsdata.txt to determine how the superseded data were derived.
 AB6253
 AB6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7221924088(NAD 83)
 AB6253_MARKER: I = METAL ROD
 AB6253_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6253_STAMPING: PRX E 1994
 AB6253_MARK LOGO: NGS   
 AB6253_PROJECTION: FLUSH
 AB6253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6253+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 AB6253_ROD/PIPE-DEPTH: 7.47 meters
 AB6253_SLEEVE-DEPTH  : 0.90 meters
 AB6253
 AB6253  HISTORY     - Date     Condition        Report By
 AB6253  HISTORY     - 19940101 MONUMENTED       NGS
 AB6253  HISTORY     - 20010529 GOOD             NGS
 AB6253  HISTORY     - 20020501 GOOD             NGS
 AB6253
 AB6253                          STATION DESCRIPTION
 AB6253
 AB6253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6253'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF PARIS AT PARIS-COX
 AB6253'FIELD, IN GRASS ALONG THE PARALLEL TAXI TO RUNWAY 17-35 NEAR THE
 AB6253'SOUTHWEST CORNER OF THE AIRFIELD AT A CURVE IN THE TAXI.
 AB6253'OWNERSHIP--COX FIELD AIRPORT.  AIRPORT MANAGER IS JIM COLLIER, RT.  7
 AB6253'BOX 146A, PARIS, TX 75460.  AIRPORT PHONE IS 903-784-5415, HOME PHONE
 AB6253'IS 903-785-6745.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO
 AB6253'OCCUPY THIS STATION.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 82
 AB6253'AND STATE LOOP HIGHWAY 286 ON THE EAST SIDE OF PARIS, GO EAST ON
 AB6253'HIGHWAY 82 FOR 4.67 KM (2.90 MI) TO FARM ROAD 1508 ON THE RIGHT. TURN
 AB6253'RIGHT, SOUTH, ON FARM ROAD 1508 FOR 1.53 KM (0.95 MI) TO THE AIRPORT
 AB6253'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST AND EAST, ON THE
 AB6253'ENTRANCE ROAD FOR 0.51 KM (0.30 MI) TO A GATE ON THE NORTH SIDE OF THE
 AB6253'TERMINAL.  PASS THROUGH GATE, EAST, ACROSS TERMINAL FOR 50 M (164.0
 AB6253'FT) TO THE PARALLEL TAXI TO RUNWAY 17-35 AND A CONNECTOR TAXI.  TURN
 AB6253'RIGHT, SOUTH, ALONG TAXI FOR 0.53 KM (0.30 MI) TO THE STATION ON THE
 AB6253'LEFT.  THE TERMINAL CAN ALSO BE REACHED FROM THE JUNCTION OF U.S.
 AB6253'HIGHWAY 271 AND STATE LOOP HIGHWAY 286 BY GOING SOUTHEAST ON HIGHWAY
 AB6253'271 FOR 2.74 KM (1.70 MI) TO FARM ROAD 1508 ON THE LEFT.  TURN LEFT,
 AB6253'NORTHEAST, ON FARM ROAD 1508 FOR 1.61 KM (1.00 MI) TO THE AIRPORT
 AB6253'ENTRANCE ROAD ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF
 AB6253'A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE ENCASED IN A
 AB6253'12.7 CM PVC PIPE WITH A LOGO CAP SURRONDED BY CONCRETE SET FLUSH WITH
 AB6253'THE GROUND.  IT IS 140.2 M (460.0 FT) WEST OF THE CENTER OF THE
 AB6253'RUNWAY, 20.8 M (68.2 FT) NORTHEAST OF THE CENTER OF THE TAXI, 20.2 M
 AB6253'(66.3 FT) NORTH-NORTHEAST OF THE CENTER OF THE CURVE IN THE TAXI, 19.9
 AB6253'M (65.3 FT) EAST OF THE CENTER OF THE TAXI, 22.9 M (75.1 FT) SOUTHWEST
 AB6253'OF THE SOUTHWEST CORNER OF A DRAIN, AND 0.35 M (1.15 FT) WEST OF A
 AB6253'PLASTIC WITNESS POST.  DESCRIBED BY D.G. AUG.  NOTE--SLEEVE DEPTH DOES
 AB6253'NOT MEET CLASS A CRITERIA.  NOTE--THIS STATION SELECTED AS SACS.
 AB6253
 AB6253                          STATION RECOVERY (2001)
 AB6253
 AB6253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 AB6253'RECOVERED AS DESCRIBED----THIS STATION IS A SECONDARY AIRPORT
 AB6253'CONTROL STATION---SACS.
 AB6253'
 AB6253
 AB6253                          STATION RECOVERY (2002)
 AB6253
 AB6253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JDH)
 AB6253'RECOVERED AS DESCRIBED.
 AB6253'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6254 ***********************************************************************
 AB6254  PACS        -  This is a Primary Airport Control Station.
 AB6254  DESIGNATION -  PRX F
 AB6254  PID         -  AB6254
 AB6254  STATE/COUNTY-  TX/LAMAR
 AB6254  USGS QUAD   -  BLOSSOM (1964)
 AB6254
 AB6254                         *CURRENT SURVEY CONTROL
 AB6254  ___________________________________________________________________
 AB6254* NAD 83(1993)-  33 38 12.27533(N)    095 27 20.85970(W)     ADJUSTED  
 AB6254* NAVD 88     -       161.07   (meters)     528.4    (feet)  GPS OBS   
 AB6254  ___________________________________________________________________
 AB6254  X           -    -505,413.794 (meters)                     COMP
 AB6254  Y           -  -5,291,713.733 (meters)                     COMP
 AB6254  Z           -   3,513,046.003 (meters)                     COMP
 AB6254  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AB6254  ELLIP HEIGHT-         134.18  (meters)          (11/09/01) GPS OBS
 AB6254  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AB6254
 AB6254  HORZ ORDER  -  B
 AB6254  ELLP ORDER  -  FOURTH    CLASS I
 AB6254
 AB6254.This mark is at Cox Fld (PRX) Airport (PRX)
 AB6254
 AB6254.The horizontal coordinates were established by GPS observations
 AB6254.and adjusted by the National Geodetic Survey in November 2001..
 AB6254
 AB6254.The orthometric height was determined by GPS observations and a
 AB6254.high-resolution geoid model.
 AB6254
 AB6254.GPS derived orthometric heights for airport stations designated as
 AB6254.PACS or SACS are published to 2 decimal places.  This maintains
 AB6254.centimeter relative accuracy between the PACS and SACS.  It does
 AB6254.not indicate centimeter accuracy relative to other marks which are
 AB6254.part of the NAVD 88 network.
 AB6254
 AB6254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6254
 AB6254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6254
 AB6254.The ellipsoidal height was determined by GPS observations
 AB6254.and is referenced to NAD 83.
 AB6254
 AB6254.The geoid height was determined by GEOID03.
 AB6254
 AB6254;                    North         East     Units Scale Factor Converg.
 AB6254;SPC TXNC     - 2,222,557.771   882,368.954   MT  0.99992464   +1 39 37.1
 AB6254;SPC TXNC     - 7,291,841.62  2,894,905.48   sFT  0.99992464   +1 39 37.1
 AB6254;UTM  15      - 3,724,584.906   272,224.766   MT  1.00023965   -1 21 39.3
 AB6254
 AB6254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6254!SPC TXNC     -   0.99997894  x   0.99992464  =   0.99990358
 AB6254!UTM  15      -   0.99997894  x   1.00023965  =   1.00021858
 AB6254
 AB6254:                Primary Azimuth Mark                     Grid Az
 AB6254:SPC TXNC     -  PRX E                                    177 36 34.1
 AB6254:UTM  15      -  PRX E                                    180 37 50.5
 AB6254
 AB6254|---------------------------------------------------------------------|
 AB6254| PID    Reference Object                     Distance      Geod. Az  |
 AB6254|                                                           dddmmss.s |
 AB6254| AB6253 PRX E                               497.071 METERS 1791611.2 |
 AB6254|---------------------------------------------------------------------|
 AB6254
 AB6254                          SUPERSEDED SURVEY CONTROL
 AB6254
 AB6254  ELLIP H (03/05/01)  134.13   (m)                       GP(       ) 4 2
 AB6254  NAD 83(1993)-  33 38 12.27557(N)    095 27 20.85924(W) AD(       ) 1
 AB6254  ELLIP H (08/27/96)  134.19   (m)                       GP(       ) 4 2
 AB6254
 AB6254.Superseded values are not recommended for survey control.
 AB6254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6254.See file dsdata.txt to determine how the superseded data were derived.
 AB6254
 AB6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7222524585(NAD 83)
 AB6254_MARKER: I = METAL ROD
 AB6254_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6254_STAMPING: PRX F 1994
 AB6254_MARK LOGO: NGS   
 AB6254_PROJECTION: FLUSH
 AB6254_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6254+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 AB6254_ROD/PIPE-DEPTH: 6.71 meters
 AB6254_SLEEVE-DEPTH  : 0.90 meters
 AB6254
 AB6254  HISTORY     - Date     Condition        Report By
 AB6254  HISTORY     - 19940101 MONUMENTED       NGS
 AB6254  HISTORY     - 20010529 GOOD             NGS
 AB6254  HISTORY     - 20020501 GOOD             NGS
 AB6254
 AB6254                          STATION DESCRIPTION
 AB6254
 AB6254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6254'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF PARIS AT PARIS-COX
 AB6254'FIELD, IN GRASS IN THE NORTHWEST QUADRANT OF THE JUNCTION OF THE
 AB6254'PARALLEL TAXI TO RUNWAY 17-35 AND A CONNECTOR TAXI AND ACROSS THE
 AB6254'APRON FROM THE TAXI.  OWNERSHIP--COX FIELD AIRPORT.  AIRPORT MANAGER
 AB6254'IS JIM COLLIER, RT.  7 BOX 146A, PARIS, TX 75460.  AIRPORT PHONE IS
 AB6254'903-784-5415, HOME PHONE IS 903-785-6745.  CONTACT HIM ONE DAY IN
 AB6254'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE
 AB6254'JUNCTION OF U.S.  HIGHWAY 82 AND STATE LOOP HIGHWAY 286 ON THE EAST
 AB6254'SIDE OF PARIS, GO EAST ON HIGHWAY 82 FOR 4.67 KM (2.90 MI) TO FARM
 AB6254'ROAD 1508 ON THE RIGHT.  TURN RIGHT, SOUTH, ON FARM ROAD 1508 FOR 1.53
 AB6254'KM (0.95 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 AB6254'SOUTHEAST AND EAST, ON THE ENTRANCE ROAD FOR 0.51 KM (0.30 MI) TO A
 AB6254'GATE ON THE NORTH SIDE OF THE TERMINAL.  PASS THROUGH GATE, EAST,
 AB6254'ACROSS TERMINAL FOR 50 M (164.0 FT) TO THE PARALLEL TAXI TO RUNWAY
 AB6254'17-35 AND A CONNECTOR TAXI AND THE STATION ON THE LEFT.  THE TERMINAL
 AB6254'CAN ALSO BE REACHED FROM THE JUNCTION OF U.S.  HIGHWAY 271 AND STATE
 AB6254'LOOP HIGHWAY 286 BY GOING SOUTHEAST ON HIGHWAY 271 FOR 2.74 KM (1.70
 AB6254'MI) TO FARM ROAD 1508 ON THE LEFT.  TURN LEFT, NORTHEAST, ON FARM ROAD
 AB6254'1508 FOR 1.61 KM (1.00 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 AB6254'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AB6254'2.5 CM GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO
 AB6254'CAP SURRONDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 13.0 M
 AB6254'(42.7 FT) EAST OF THE EAST EDGE OF THE APRON AND TAXI, 20.7 M (67.9
 AB6254'FT) NORTH OF THE CENTER OF THE CONNECTOR TAXI, 23.8 M (78.1 FT)
 AB6254'SOUTHWEST OF THE SOUTHWEST CORNER OF A DRAIN, 6.0 M (19.7 FT)
 AB6254'NORTHWEST OF THE NORTHWEST CORNER OF A RUNWAY SIGN, AND 0.3 M (1.0 FT)
 AB6254'WEST OF A PLASTIC WITNESS POST.  DESCRIBED BY D.G.  AUG. NOTE--SLEEVE
 AB6254'DEPTH DOES NOT MEET CLASS A CRITERIA.  NOTE--THIS STATION SELECTED AS
 AB6254'A SACS.
 AB6254
 AB6254                          STATION RECOVERY (2001)
 AB6254
 AB6254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 AB6254'RECOVERED AS DESCRIBED-----NOTE---THIS STATION HAS BEEN
 AB6254'RE-DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION--- PACS.
 AB6254'
 AB6254
 AB6254                          STATION RECOVERY (2002)
 AB6254
 AB6254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JDH)
 AB6254'RECOVERED AS DESCRIBED.
 AB6254'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6053 ***********************************************************************
 AJ6053  SACS        -  This is a Secondary Airport Control Station.
 AJ6053  DESIGNATION -  PRX G
 AJ6053  PID         -  AJ6053
 AJ6053  STATE/COUNTY-  TX/LAMAR
 AJ6053  USGS QUAD   -  BLOSSOM (1964)
 AJ6053
 AJ6053                         *CURRENT SURVEY CONTROL
 AJ6053  ___________________________________________________________________
 AJ6053* NAD 83(1993)-  33 38 40.38876(N)    095 27 20.33201(W)     ADJUSTED  
 AJ6053* NAVD 88     -       164.26   (meters)     538.9    (feet)  GPS OBS   
 AJ6053  ___________________________________________________________________
 AJ6053  X           -    -505,354.884 (meters)                     COMP
 AJ6053  Y           -  -5,291,239.964 (meters)                     COMP
 AJ6053  Z           -   3,513,768.884 (meters)                     COMP
 AJ6053  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AJ6053  ELLIP HEIGHT-         137.34  (meters)          (11/09/01) GPS OBS
 AJ6053  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AJ6053
 AJ6053  HORZ ORDER  -  FIRST
 AJ6053  ELLP ORDER  -  FOURTH    CLASS I
 AJ6053
 AJ6053.This mark is at Cox Fld (PRX) Airport (PRX)
 AJ6053
 AJ6053.The horizontal coordinates were established by GPS observations
 AJ6053.and adjusted by the National Geodetic Survey in November 2001..
 AJ6053
 AJ6053.The orthometric height was determined by GPS observations and a
 AJ6053.high-resolution geoid model.
 AJ6053
 AJ6053.GPS derived orthometric heights for airport stations designated as
 AJ6053.PACS or SACS are published to 2 decimal places.  This maintains
 AJ6053.centimeter relative accuracy between the PACS and SACS.  It does
 AJ6053.not indicate centimeter accuracy relative to other marks which are
 AJ6053.part of the NAVD 88 network.
 AJ6053
 AJ6053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6053
 AJ6053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6053
 AJ6053.The ellipsoidal height was determined by GPS observations
 AJ6053.and is referenced to NAD 83.
 AJ6053
 AJ6053.The geoid height was determined by GEOID03.
 AJ6053
 AJ6053;                    North         East     Units Scale Factor Converg.
 AJ6053;SPC TXNC     - 2,223,423.911   882,357.451   MT  0.99992604   +1 39 37.3
 AJ6053;SPC TXNC     - 7,294,683.28  2,894,867.74   sFT  0.99992604   +1 39 37.3
 AJ6053;UTM  15      - 3,725,450.720   272,258.943   MT  1.00023946   -1 21 40.0
 AJ6053
 AJ6053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6053!SPC TXNC     -   0.99997844  x   0.99992604  =   0.99990448
 AJ6053!UTM  15      -   0.99997844  x   1.00023946  =   1.00021789
 AJ6053
 AJ6053                          SUPERSEDED SURVEY CONTROL
 AJ6053
 AJ6053.No superseded survey control is available for this station.
 AJ6053
 AJ6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7225925451(NAD 83)
 AJ6053_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ6053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6053_STAMPING: PRX G 2001
 AJ6053_MARK LOGO: NGS   
 AJ6053_PROJECTION: FLUSH
 AJ6053_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6053+STABILITY: SURFACE MOTION
 AJ6053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6053+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 AJ6053
 AJ6053  HISTORY     - Date     Condition        Report By
 AJ6053  HISTORY     - 20010527 MONUMENTED       NGS
 AJ6053  HISTORY     - 20020501 GOOD             NGS
 AJ6053
 AJ6053                          STATION DESCRIPTION
 AJ6053
 AJ6053'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 AJ6053'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF PARIS AT PARIS-COX
 AJ6053'FIELD, IN GRASS IN THE NORTH END OF THE PARALLEL TAXI TO RUNWAY
 AJ6053'17-35 .    OWNERSHIP--COX FIELD AIRPORT.  AIRPORT MANAGER
 AJ6053'IS JIM COLLIER, RT.  7 BOX 146A, PARIS, TX 75460.  AIRPORT PHONE IS
 AJ6053'903-784-5415, HOME PHONE IS 903-785-6745.  CONTACT HIM ONE DAY IN
 AJ6053'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE
 AJ6053'JUNCTION OF U.S.  HIGHWAY 82 AND STATE LOOP HIGHWAY 286 ON THE
 AJ6053'EAST SIDE OF PARIS, GO EAST ON HIGHWAY 82 FOR 4.67 KM (2.90 MI) TO
 AJ6053'FARM
 AJ6053'ROAD 1508 ON THE RIGHT.  TURN RIGHT, SOUTH, ON FARM ROAD 1508 FOR
 AJ6053'1.53 KM (0.95 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 AJ6053'LEFT,SOUTHEAST AND EAST, ON THE ENTRANCE ROAD FOR 0.51 KM (0.30 MI)
 AJ6053'TO A GATE ON THE NORTH SIDE OF THE TERMINAL.  PASS THROUGH GATE,
 AJ6053'EAST, ACROSS TERMINAL FOR 50 M (164.0 FT) TO THE PARALLEL TAXI TO
 AJ6053'RUNWAY 17-35 AND A CONNECTOR TAXI  TURN LEFT NORTH, ON THE
 AJ6053'TAXIWAY AND CONTINUE TO THE NORTH FOR 0.2 MI TO THE STATION ON THE
 AJ6053'RIGHT .  THE TERMINAL CAN ALSO BE REACHED FROM THE JUNCTION OF U.S.
 AJ6053'HIGHWAY 271 AND STATE LOOP HIGHWAY 286 BY GOING SOUTHEAST ON
 AJ6053'HIGHWAY 271 FOR 2.74 KM (1.70 MI) TO FARM ROAD 1508 ON THE LEFT.  TURN
 AJ6053'LEFT, NORTHEAST, ON FARM ROAD 1508 FOR 1.61 KM (1.00 MI) TO THE
 AJ6053'AIRPORT ENTRANCE ROAD ON THE RIGHT.
 AJ6053'THE STATION IS A CONCRETE POST SET 4.6 FT DEEP AND 12 IN IN DIAMETER
 AJ6053'WITH AN NGS HOORIZONTAL CONTROL DISK SET IN THE CENTER.  THE
 AJ6053'STATION IS 142.3  FT (43 M) SOUTHWEST OF THE CENTERLINE OF THE HOLD
 AJ6053'BAR FOR RUNWAY END 17.  129.5 FT (39.5 M) NORTH OF A 4 X 4 FT CONCRETE
 AJ6053'DRAIN WITH A 2 X 2 FT METAL GRILL.  71.6 FT (21.8 M) SOUTH OF THE
 AJ6053'CENTERLINE OF THE TAXIWAY.
 AJ6053'THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ6053'
 AJ6053
 AJ6053                          STATION RECOVERY (2002)
 AJ6053
 AJ6053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JDH)
 AJ6053'RECOVERED AS DESCRIBED.
 AJ6053'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5825 ***********************************************************************
 AC5825  SACS        -  This is a Secondary Airport Control Station.
 AC5825  DESIGNATION -  PSX A
 AC5825  PID         -  AC5825
 AC5825  STATE/COUNTY-  TX/MATAGORDA
 AC5825  USGS QUAD   -  TURTLE BAY (1995)
 AC5825
 AC5825                         *CURRENT SURVEY CONTROL
 AC5825  ___________________________________________________________________
 AC5825* NAD 83(1993)-  28 43 45.28785(N)    096 15 27.78876(W)     ADJUSTED  
 AC5825* NAVD 88     -         3.56   (meters)      11.7    (feet)  GPS OBS   
 AC5825  ___________________________________________________________________
 AC5825  X           -    -610,110.610 (meters)                     COMP
 AC5825  Y           -  -5,563,953.501 (meters)                     COMP
 AC5825  Z           -   3,047,609.647 (meters)                     COMP
 AC5825  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AC5825  ELLIP HEIGHT-         -23.31  (meters)          (05/01/01) GPS OBS
 AC5825  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AC5825
 AC5825  HORZ ORDER  -  FIRST
 AC5825  ELLP ORDER  -  FOURTH    CLASS II
 AC5825
 AC5825.This mark is at Palacios Muni (PSX) Airport (PSX)
 AC5825
 AC5825.The horizontal coordinates were established by GPS observations
 AC5825.and adjusted by the National Geodetic Survey in January 1997..
 AC5825
 AC5825.The orthometric height was determined by GPS observations and a
 AC5825.high-resolution geoid model.
 AC5825
 AC5825.GPS derived orthometric heights for airport stations designated as
 AC5825.PACS or SACS are published to 2 decimal places.  This maintains
 AC5825.centimeter relative accuracy between the PACS and SACS.  It does
 AC5825.not indicate centimeter accuracy relative to other marks which are
 AC5825.part of the NAVD 88 network.
 AC5825
 AC5825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5825
 AC5825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5825
 AC5825.The ellipsoidal height was determined by GPS observations
 AC5825.and is referenced to NAD 83.
 AC5825
 AC5825.The geoid height was determined by GEOID03.
 AC5825
 AC5825;                    North         East     Units Scale Factor Converg.
 AC5825;SPC TXSC     - 4,102,433.222   867,851.875   MT  0.99991870   +1 20 36.5
 AC5825;SPC TXSC     -13,459,399.66  2,847,277.36   sFT  0.99991870   +1 20 36.5
 AC5825;UTM  14      - 3,181,071.587   767,846.443   MT  1.00048545   +1 19 08.1
 AC5825
 AC5825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5825!SPC TXSC     -   1.00000366  x   0.99991870  =   0.99992236
 AC5825!UTM  14      -   1.00000366  x   1.00048545  =   1.00048911
 AC5825
 AC5825                          SUPERSEDED SURVEY CONTROL
 AC5825
 AC5825  ELLIP H (01/31/97)  -23.15   (m)                       GP(       ) 4 2
 AC5825
 AC5825.Superseded values are not recommended for survey control.
 AC5825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5825.See file dsdata.txt to determine how the superseded data were derived.
 AC5825
 AC5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6784681072(NAD 83)
 AC5825_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5825_STAMPING: PSX A 1995
 AC5825_MARK LOGO: NGS   
 AC5825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5825+STABILITY: SURFACE MOTION
 AC5825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5825+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5825
 AC5825  HISTORY     - Date     Condition        Report By
 AC5825  HISTORY     - 1995     MONUMENTED       NGS
 AC5825
 AC5825                          STATION DESCRIPTION
 AC5825
 AC5825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC5825'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTH-NORTHWEST OF
 AC5825'PALACIOS AT THE PALACIOS AIRPORT.  OWNERSHIP--VECTOR AVIATION, JOHN J.
 AC5825'DOMAN.  PRESIDENT.  HC 02, BOX 57, PALACIOS, TX 77465.  PHONE (512)
 AC5825'972-2400.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 AC5825'AND STATE HIGHWAY BUSINESS ROUTE 35, ABOUT 3.O KM NORTHWEST OF
 AC5825'PALACIOS.  GO WEST ON STATE HIGHWAY 35 FOR 1.5 KM (0.95 MI) TO A ROAD
 AC5825'RIGHT.  TURN RIGHT, NORTHEAST TO A GATE.  PASS THRU THE GATE
 AC5825'CONTINUING NORTHEAST ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO A
 AC5825'PARALLEL TAXIWAY.  TURN LEFT, NORTHWEST ON THE PARALLEL TAXIWAY FOR
 AC5825'0.65 KM (0.40 MI) TO THE JUNCTION OF A CONNECTING TAXIWAY ON THE
 AC5825'RIGHT.  TURN RIGHT, EASTERLY FOR 120 FT (36.6 M) TO THE STATION ON THE
 AC5825'LEFT.  THE STATION IS LOCATED 128.6 FT (39.2 M) NORTH-NORTHEAST OF THE
 AC5825'CENTERLINE OF THE PARALLEL TAXIWAY, 69.5 FT (21.2 M) WEST-NORTHWEST OF
 AC5825'THE CONNECTING TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0213 ***********************************************************************
 BN0213  DESIGNATION -  PT 101 T
 BN0213  PID         -  BN0213
 BN0213  STATE/COUNTY-  TX/LLANO
 BN0213  USGS QUAD   -  SCOTTS CROSSING (1960)
 BN0213
 BN0213                         *CURRENT SURVEY CONTROL
 BN0213  ___________________________________________________________________
 BN0213* NAD 83(1986)-  30 43 10.     (N)    098 48 29.     (W)     SCALED    
 BN0213* NAVD 88     -       342.552  (meters)    1123.86   (feet)  ADJUSTED  
 BN0213  ___________________________________________________________________
 BN0213  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 BN0213  DYNAMIC HT  -         342.095 (meters)    1122.36  (feet)  COMP
 BN0213  MODELED GRAV-     979,296.6   (mgal)                       NAVD 88
 BN0213
 BN0213  VERT ORDER  -  SECOND    CLASS 0
 BN0213
 BN0213.The horizontal coordinates were scaled from a topographic map and have
 BN0213.an estimated accuracy of +/- 6 seconds.
 BN0213
 BN0213.The orthometric height was determined by differential leveling
 BN0213.and adjusted by the National Geodetic Survey in June 1991..
 BN0213
 BN0213.The geoid height was determined by GEOID03.
 BN0213
 BN0213.The dynamic height is computed by dividing the NAVD 88
 BN0213.geopotential number by the normal gravity value computed on the
 BN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0213.degrees latitude (g = 980.6199 gals.).
 BN0213
 BN0213.The modeled gravity was interpolated from observed gravity values.
 BN0213
 BN0213;                    North         East    Units  Estimated Accuracy
 BN0213;SPC TX C     - 3,117,710.      846,080.      MT  (+/- 180 meters Scaled)
 BN0213
 BN0213                          SUPERSEDED SURVEY CONTROL
 BN0213
 BN0213  NGVD 29 (??/??/92)  342.505  (m)         1123.70   (f) ADJ UNCH    2 0
 BN0213
 BN0213.Superseded values are not recommended for survey control.
 BN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0213.See file dsdata.txt to determine how the superseded data were derived.
 BN0213
 BN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU183985(NAD 83)
 BN0213_MARKER: DD = SURVEY DISK
 BN0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0213_STAMPING: PT 101 T
 BN0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0213+STABILITY: SURFACE MOTION
 BN0213
 BN0213  HISTORY     - Date     Condition        Report By
 BN0213  HISTORY     - UNK      MONUMENTED       USGS
 BN0213  HISTORY     - 1933     GOOD             NGS
 BN0213
 BN0213                          STATION DESCRIPTION
 BN0213
 BN0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0213'8.5 MI W FROM LLANO.
 BN0213'8.5 MI WEST OF LLANO ALONG LLANO-MASON PUBLIC ROAD, 52 FEET NORTHEAST
 BN0213'OF INTERSECTION WITH CROSS ROAD.  3 FEET NORTH OF FENCE CORNER AND 22
 BN0213'FEET EAST OF SAID CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0209 ***********************************************************************
 BN0209  DESIGNATION -  PT 15 T
 BN0209  PID         -  BN0209
 BN0209  STATE/COUNTY-  TX/LLANO
 BN0209  USGS QUAD   -  LLANO SOUTH (1982)
 BN0209
 BN0209                         *CURRENT SURVEY CONTROL
 BN0209  ___________________________________________________________________
 BN0209* NAD 83(1986)-  30 44 31.     (N)    098 43 25.     (W)     SCALED    
 BN0209* NAVD 88     -       328.178  (meters)    1076.70   (feet)  ADJUSTED  
 BN0209  ___________________________________________________________________
 BN0209  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BN0209  DYNAMIC HT  -         327.744 (meters)    1075.27  (feet)  COMP
 BN0209  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 BN0209
 BN0209  VERT ORDER  -  SECOND    CLASS 0
 BN0209
 BN0209.The horizontal coordinates were scaled from a topographic map and have
 BN0209.an estimated accuracy of +/- 6 seconds.
 BN0209
 BN0209.The orthometric height was determined by differential leveling
 BN0209.and adjusted by the National Geodetic Survey in June 1991..
 BN0209
 BN0209.The geoid height was determined by GEOID03.
 BN0209
 BN0209.The dynamic height is computed by dividing the NAVD 88
 BN0209.geopotential number by the normal gravity value computed on the
 BN0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0209.degrees latitude (g = 980.6199 gals.).
 BN0209
 BN0209.The modeled gravity was interpolated from observed gravity values.
 BN0209
 BN0209;                    North         East    Units  Estimated Accuracy
 BN0209;SPC TX C     - 3,120,320.      854,130.      MT  (+/- 180 meters Scaled)
 BN0209
 BN0209                          SUPERSEDED SURVEY CONTROL
 BN0209
 BN0209  NGVD 29 (??/??/92)  328.139  (m)         1076.57   (f) ADJ UNCH    2 0
 BN0209
 BN0209.Superseded values are not recommended for survey control.
 BN0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0209.See file dsdata.txt to determine how the superseded data were derived.
 BN0209
 BN0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV264010(NAD 83)
 BN0209_MARKER: DD = SURVEY DISK
 BN0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0209_SP_SET: IRON POST
 BN0209_STAMPING: PT 15T 1083 SA
 BN0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0209
 BN0209  HISTORY     - Date     Condition        Report By
 BN0209  HISTORY     - UNK      MONUMENTED       USGS
 BN0209  HISTORY     - 1933     GOOD             NGS
 BN0209  HISTORY     - 1953     POOR             USGS
 BN0209
 BN0209                          STATION DESCRIPTION
 BN0209
 BN0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0209'3.0 MI W FROM LLANO.
 BN0209'3 MILES WEST OF LLANO ALONG LLANO-MASON ROAD.  25 FEET NORTH OF
 BN0209'CENTERLINE OF ROAD IN FENCE LINE AT CENTER OF CURVE ON TOP OF HILL.
 BN0209'100 FEET NORTHEAST OF MILESTONE TO LLANO, 3 MILES.
 BN0209
 BN0209                          STATION RECOVERY (1953)
 BN0209
 BN0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BN0209'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0204 ***********************************************************************
 AY0204  DESIGNATION -  PT 16 J
 AY0204  PID         -  AY0204
 AY0204  STATE/COUNTY-  TX/COMAL
 AY0204  USGS QUAD   -  ANHALT (1973)
 AY0204
 AY0204                         *CURRENT SURVEY CONTROL
 AY0204  ___________________________________________________________________
 AY0204* NAD 83(1986)-  29 51 38.     (N)    098 22 57.     (W)     SCALED    
 AY0204* NAVD 88     -       304.082  (meters)     997.64   (feet)  ADJUSTED  
 AY0204  ___________________________________________________________________
 AY0204  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AY0204  DYNAMIC HT  -         303.646 (meters)     996.21  (feet)  COMP
 AY0204  MODELED GRAV-     979,203.5   (mgal)                       NAVD 88
 AY0204
 AY0204  VERT ORDER  -  SECOND    CLASS 0
 AY0204
 AY0204.The horizontal coordinates were scaled from a topographic map and have
 AY0204.an estimated accuracy of +/- 6 seconds.
 AY0204
 AY0204.The orthometric height was determined by differential leveling
 AY0204.and adjusted by the National Geodetic Survey in June 1991..
 AY0204
 AY0204.The geoid height was determined by GEOID03.
 AY0204
 AY0204.The dynamic height is computed by dividing the NAVD 88
 AY0204.geopotential number by the normal gravity value computed on the
 AY0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0204.degrees latitude (g = 980.6199 gals.).
 AY0204
 AY0204.The modeled gravity was interpolated from observed gravity values.
 AY0204
 AY0204;                    North         East    Units  Estimated Accuracy
 AY0204;SPC TXSC     - 4,224,830.      659,660.      MT  (+/- 180 meters Scaled)
 AY0204
 AY0204                          SUPERSEDED SURVEY CONTROL
 AY0204
 AY0204  NGVD 29 (??/??/92)  303.980  (m)          997.31   (f) ADJ UNCH    2 0
 AY0204
 AY0204.Superseded values are not recommended for survey control.
 AY0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0204.See file dsdata.txt to determine how the superseded data were derived.
 AY0204
 AY0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU596034(NAD 83)
 AY0204_MARKER: DD = SURVEY DISK
 AY0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0204_SP_SET: PIER
 AY0204_STAMPING: PRIM TRAV STA NO 16 J R 33 DATUM TEXAS 1924
 AY0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0204
 AY0204  HISTORY     - Date     Condition        Report By
 AY0204  HISTORY     - 1924     MONUMENTED       USGS
 AY0204  HISTORY     - 1953     GOOD             NGS
 AY0204  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0204  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0204
 AY0204                          STATION DESCRIPTION
 AY0204
 AY0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0204'2.0 MI SE FROM SPRING BRANCH.
 AY0204'2.0 MILES SOUTHEAST ALONG AN OILED ROAD FROM THE POST OFFICE AT SPRING
 AY0204'BRANCH, SET IN THE TOP OF THE NORTHEAST PIER AT THE SOUTHEAST END OF A
 AY0204'BRIDGE OVER THE GUADALUPE RIVER.
 AY0204
 AY0204                          STATION RECOVERY (1989)
 AY0204
 AY0204'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0204'MARK NOT FOUND.
 AY0204
 AY0204                          STATION RECOVERY (1993)
 AY0204
 AY0204'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0201 ***********************************************************************
 AY0201  DESIGNATION -  PT 18 J
 AY0201  PID         -  AY0201
 AY0201  STATE/COUNTY-  TX/COMAL
 AY0201  USGS QUAD   -  SPRING BRANCH (1964)
 AY0201
 AY0201                         *CURRENT SURVEY CONTROL
 AY0201  ___________________________________________________________________
 AY0201* NAD 83(1986)-  29 54 52.     (N)    098 24 26.     (W)     SCALED    
 AY0201* NAVD 88     -       369.115  (meters)    1211.00   (feet)  ADJUSTED  
 AY0201  ___________________________________________________________________
 AY0201  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AY0201  DYNAMIC HT  -         368.590 (meters)    1209.28  (feet)  COMP
 AY0201  MODELED GRAV-     979,209.5   (mgal)                       NAVD 88
 AY0201
 AY0201  VERT ORDER  -  SECOND    CLASS 0
 AY0201
 AY0201.The horizontal coordinates were scaled from a topographic map and have
 AY0201.an estimated accuracy of +/- 6 seconds.
 AY0201
 AY0201.The orthometric height was determined by differential leveling
 AY0201.and adjusted by the National Geodetic Survey in June 1991..
 AY0201
 AY0201.The geoid height was determined by GEOID03.
 AY0201
 AY0201.The dynamic height is computed by dividing the NAVD 88
 AY0201.geopotential number by the normal gravity value computed on the
 AY0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0201.degrees latitude (g = 980.6199 gals.).
 AY0201
 AY0201.The modeled gravity was interpolated from observed gravity values.
 AY0201
 AY0201;                    North         East    Units  Estimated Accuracy
 AY0201;SPC TXSC     - 4,230,790.      657,240.      MT  (+/- 180 meters Scaled)
 AY0201
 AY0201                          SUPERSEDED SURVEY CONTROL
 AY0201
 AY0201  NGVD 29 (??/??/92)  369.015  (m)         1210.68   (f) ADJ UNCH    2 0
 AY0201
 AY0201.Superseded values are not recommended for survey control.
 AY0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0201.See file dsdata.txt to determine how the superseded data were derived.
 AY0201
 AY0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU572094(NAD 83)
 AY0201_MARKER: Z = SEE DESCRIPTION
 AY0201_SETTING: 0 = UNSPECIFIED SETTING
 AY0201_STAMPING: 18 J R 25 TEXAS 1924
 AY0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0201
 AY0201  HISTORY     - Date     Condition        Report By
 AY0201  HISTORY     - 1924     MONUMENTED       USGS
 AY0201  HISTORY     - 1952     GOOD             SHELL
 AY0201  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY0201  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0201  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 AY0201
 AY0201                          STATION DESCRIPTION
 AY0201
 AY0201'DESCRIBED BY SHELL OIL COMPANY 1952
 AY0201'6.4 MI S FROM TWIN SISTERS.
 AY0201'ABOUT 6.4 MILES SOUTH OF TWIN SISTERS ON U.S. HIGHWAY 281.  BENCH MARK
 AY0201'IS ON OLD HIGHWAY .25 MILE EAST OF NEW HIGHWAY FROM A ROAD LEADING
 AY0201'WEST.  THERE IS A DIM TRAIL LEADING FROM THE NEW HIGHWAY TO THE B.M.
 AY0201
 AY0201                          STATION RECOVERY (1953)
 AY0201
 AY0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY0201'MARK NOT FOUND.
 AY0201
 AY0201                          STATION RECOVERY (1999)
 AY0201
 AY0201'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0201'MARK NOT FOUND.
 AY0201
 AY0201                          STATION RECOVERY (2002)
 AY0201
 AY0201'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1420 ***********************************************************************
 AB1420  DESIGNATION -  PT 275 USE 1939
 AB1420  PID         -  AB1420
 AB1420  STATE/COUNTY-  TX/WILLACY
 AB1420  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1420
 AB1420                         *CURRENT SURVEY CONTROL
 AB1420  ___________________________________________________________________
 AB1420* NAD 83(1993)-  26 33 33.62101(N)    097 25 51.86354(W)     ADJUSTED  
 AB1420* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AB1420  ___________________________________________________________________
 AB1420  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB1420  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AB1420
 AB1420  HORZ ORDER  -  THIRD
 AB1420
 AB1420.The horizontal coordinates were established by classical geodetic methods
 AB1420.and adjusted by the National Geodetic Survey in February 1996..
 AB1420
 AB1420.The orthometric height was scaled from a topographic map.
 AB1420
 AB1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1420
 AB1420.The geoid height was determined by GEOID03.
 AB1420
 AB1420;                    North         East     Units Scale Factor Converg.
 AB1420;SPC TX S     - 5,099,352.345   406,497.291   MT  0.99992431   +0 29 07.1
 AB1420;SPC TX S     -16,730,125.15  1,333,649.86   sFT  0.99992431   +0 29 07.1
 AB1420;UTM  14      - 2,938,586.365   656,275.320   MT  0.99990152   +0 42 05.9
 AB1420
 AB1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1420!SPC TX S     -   1.00000298  x   0.99992431  =   0.99992729
 AB1420!UTM  14      -   1.00000298  x   0.99990152  =   0.99990450
 AB1420
 AB1420                          SUPERSEDED SURVEY CONTROL
 AB1420
 AB1420  NAD 83(1986)-  26 33 33.63504(N)    097 25 51.82813(W) AD(       ) 3
 AB1420  NAD 27      -  26 33 32.40000(N)    097 25 50.89600(W) AD(       ) 3
 AB1420
 AB1420.Superseded values are not recommended for survey control.
 AB1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1420.See file dsdata.txt to determine how the superseded data were derived.
 AB1420
 AB1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5627538586(NAD 83)
 AB1420_MARKER: DS = TRIANGULATION STATION DISK
 AB1420_SETTING: 0 = UNSPECIFIED SETTING
 AB1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1420
 AB1420  HISTORY     - Date     Condition        Report By
 AB1420  HISTORY     - 1939     MONUMENTED       USE
 AB1420  HISTORY     - 1950     MARK NOT FOUND   CGS
 AB1420
 AB1420                          STATION DESCRIPTION
 AB1420
 AB1420'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AB1420'STATION U.S.E. P.T. 275 IS LOCATED ABOUT 1200 FEET W OF
 AB1420'STATION LEGION, 1076 FEET NNW OF P.I. 274 ON SAUZ RANCH,
 AB1420'ABOUT 300 FEET W OF FENCE, AND ON LINE BETWEEN P.I. 274
 AB1420'AND 276.
 AB1420'
 AB1420'STATION IS A STANDARD U.S.E.D. DISK (GALVESTON OFFICE) SET
 AB1420'IN 8-INCH CONCRETE POSTS WITH BEVELED CORNERS, AND PROJECTS
 AB1420'6 INCHES ABOVE GROUND.
 AB1420
 AB1420                          STATION RECOVERY (1950)
 AB1420
 AB1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1420'STATION NOT RECOVERED.  THE AREA WAS SEARCHED BUT THE STATION
 AB1420'WAS NOT FOUND.  THE AREA HAS BEEN COVERED WITH SPOIL FROM
 AB1420'DREDGING OPERATIONS AND IT IS BELIEVED STATION WAS BURIED
 AB1420'IN THE SPOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1060 ***********************************************************************
 CA1060  DESIGNATION -  PT 4 S USGS 1975
 CA1060  PID         -  CA1060
 CA1060  STATE/COUNTY-  TX/BROWN
 CA1060  USGS QUAD   -  BANGS WEST (1987)
 CA1060
 CA1060                         *CURRENT SURVEY CONTROL
 CA1060  ___________________________________________________________________
 CA1060* NAD 83(1993)-  31 44 00.21111(N)    099 07 41.76787(W)     ADJUSTED  
 CA1060* NAVD 88     -       495.5    (meters)    1626.     (feet)  VERTCON   
 CA1060  ___________________________________________________________________
 CA1060  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 CA1060  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CA1060
 CA1060  HORZ ORDER  -  SECOND
 CA1060  VERT ORDER  -  THIRD ? (See Below)
 CA1060
 CA1060.The horizontal coordinates were established by classical geodetic methods
 CA1060.and adjusted by the National Geodetic Survey in February 1996..
 CA1060
 CA1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1060.The vertical order pertains to the NGVD 29 superseded value.
 CA1060
 CA1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1060
 CA1060.The geoid height was determined by GEOID03.
 CA1060
 CA1060;                    North         East     Units Scale Factor Converg.
 CA1060;SPC TX C     - 3,229,733.121   814,192.150   MT  0.99996316   +0 37 14.4
 CA1060;SPC TX C     -10,596,216.08  2,671,228.75   sFT  0.99996316   +0 37 14.4
 CA1060;UTM  14      - 3,510,891.980   487,849.390   MT  0.99960182   -0 04 02.9
 CA1060
 CA1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1060!SPC TX C     -   0.99992625  x   0.99996316  =   0.99988941
 CA1060!UTM  14      -   0.99992625  x   0.99960182  =   0.99952810
 CA1060
 CA1060                          SUPERSEDED SURVEY CONTROL
 CA1060
 CA1060  NAD 83(1986)-  31 44 00.22010(N)    099 07 41.75336(W) AD(       ) 2
 CA1060  NAD 27      -  31 43 59.67368(N)    099 07 40.56447(W) AD(       ) 2
 CA1060  NGVD 29 (07/19/86)  495.4    (m)         1625.     (f) LEVELING    3  
 CA1060
 CA1060.Superseded values are not recommended for survey control.
 CA1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1060.See file dsdata.txt to determine how the superseded data were derived.
 CA1060
 CA1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA8784910892(NAD 83)
 CA1060_MARKER: DD = SURVEY DISK
 CA1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1060+STABILITY: SURFACE MOTION
 CA1060
 CA1060  HISTORY     - Date     Condition        Report By
 CA1060  HISTORY     - 1975     MONUMENTED       USGS
 CA1060
 CA1060                          STATION DESCRIPTION
 CA1060
 CA1060'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (JLC)
 CA1060'THE STATION IS LOCATED ABOUT 12 MILES EAST OF SANTA ANNA, 8-1/2
 CA1060'MILES WEST-NORTHWEST OF BROWNWOOD, AND 1 MILE NORTH OF BANGS.
 CA1060'
 CA1060'TO REACH THE STATION FROM THE POST OFFICE IN BANGS, GO WEST
 CA1060'FOR 1/2 BLOCK.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE
 CA1060'JUNCTION WITH U.S. HIGHWAYS 67 AND 84.  TURN LEFT AND GO WEST
 CA1060'ON U.S. HIGHWAYS 67 AND 84 FOR 0.25 MILE TO EAST STREET.  TURN
 CA1060'RIGHT AND GO NORTH ON EAST STREET FOR 1.2 MILES TO A T-ROAD.
 CA1060'TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 0.5 MILE TO A PAVED
 CA1060'CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 CA1060'INTERSECTION.
 CA1060'
 CA1060'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 CA1060'PRIM TRAV STA NO 4 S 1923, SET IN THE TOP OF A 6-INCH SQUARE
 CA1060'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND
 CA1060'SURFACE.  IT IS 69 FEET SOUTHWEST OF THE CENTER OF THE
 CA1060'INTERSECTION, 25 FEET WEST OF THE CENTER OF THE PAVED ROAD
 CA1060'AND 2 FEET EAST OF A FENCE LINE.
 CA1060'
 CA1060'AN ELECTRONIC TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 CA1060'STATION BANGS 1935, DISTANCE BEING (3617.04 FEET) OR 1102.473
 CA1060'METERS EAST-NORTHEAST OF STATION BANGS 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3520 ***********************************************************************
 AW3520  DESIGNATION -  PT. 414+70.90
 AW3520  PID         -  AW3520
 AW3520  STATE/COUNTY-  TX/HARRIS
 AW3520  USGS QUAD   -  HIGHLANDS (1995)
 AW3520
 AW3520                         *CURRENT SURVEY CONTROL
 AW3520  ___________________________________________________________________
 AW3520* NAD 83(1986)-  29 45 05.     (N)    095 04 05.     (W)     SCALED    
 AW3520* NAVD 88     -         0.45   (+/-2cm)       1.5    (feet)  VERTCON   
 AW3520  ___________________________________________________________________
 AW3520  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3520
 AW3520  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3520
 AW3520.The horizontal coordinates were scaled from a topographic map and have
 AW3520.an estimated accuracy of +/- 6 seconds.
 AW3520
 AW3520.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3520.The vertical order pertains to the NGVD 29 superseded value.
 AW3520
 AW3520.The geoid height was determined by GEOID03.
 AW3520
 AW3520;                    North         East    Units  Estimated Accuracy
 AW3520;SPC TXSC     - 4,218,970.      980,210.      MT  (+/- 180 meters Scaled)
 AW3520
 AW3520                          SUPERSEDED SURVEY CONTROL
 AW3520
 AW3520  NGVD 29 (??/??/92)    0.448  (m)            1.47   (f) ADJ UNCH    1 2
 AW3520
 AW3520.Superseded values are not recommended for survey control.
 AW3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3520.See file dsdata.txt to determine how the superseded data were derived.
 AW3520
 AW3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN000930(NAD 83)
 AW3520_MARKER: DD = SURVEY DISK
 AW3520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3520_STAMPING: P.T. 414+70.90 950 1937
 AW3520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3520+STABILITY: SURFACE MOTION
 AW3520
 AW3520  HISTORY     - Date     Condition        Report By
 AW3520  HISTORY     - 1937     MONUMENTED       USE
 AW3520  HISTORY     - 1964     GOOD             NGS
 AW3520
 AW3520                          STATION DESCRIPTION
 AW3520
 AW3520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3520'1.3 MI SE FROM LYNCHBURG.
 AW3520'ABOUT 1.3 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3520'SOUTH FERRY LANDING AT LYNCHBURG, ABOUT 0.1 MILE NORTHWEST OF 3 GAS
 AW3520'VALES IN A PIPE LINE CROSSING UNDER THE SHIP CHANNEL, ABOUT 0.1 MILE
 AW3520'SOUTH OF RANGE LIGHT Q, 18 FEET NORTHEAST OF THE HIGH WATER LINE, 18
 AW3520'FEET NORTHEAST OF A 2 X 4-INCH POST, AND SET IN THE TOP OF A CONCRETE
 AW3520'POST PROJECTING 5 INCHES.  NOTE-- THIS MARK IS UNDER WATER AT HIGH
 AW3520'TIDE AND APPEARS TO HAVE SETTLED SOME SINCE 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0040 ***********************************************************************
 BN0040  DESIGNATION -  PT 46 K 881 SA
 BN0040  PID         -  BN0040
 BN0040  STATE/COUNTY-  TX/BURNET
 BN0040  USGS QUAD   -  KINGSLAND (1982)
 BN0040
 BN0040                         *CURRENT SURVEY CONTROL
 BN0040  ___________________________________________________________________
 BN0040* NAD 83(1986)-  30 38 16.     (N)    098 23 57.     (W)     SCALED    
 BN0040* NAVD 88     -       266.542  (meters)     874.48   (feet)  ADJUSTED  
 BN0040  ___________________________________________________________________
 BN0040  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 BN0040  DYNAMIC HT  -         266.188 (meters)     873.32  (feet)  COMP
 BN0040  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 BN0040
 BN0040  VERT ORDER  -  SECOND    CLASS 0
 BN0040
 BN0040.The horizontal coordinates were scaled from a topographic map and have
 BN0040.an estimated accuracy of +/- 6 seconds.
 BN0040
 BN0040.The orthometric height was determined by differential leveling
 BN0040.and adjusted by the National Geodetic Survey in June 1991..
 BN0040
 BN0040.The geoid height was determined by GEOID03.
 BN0040
 BN0040.The dynamic height is computed by dividing the NAVD 88
 BN0040.geopotential number by the normal gravity value computed on the
 BN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0040.degrees latitude (g = 980.6199 gals.).
 BN0040
 BN0040.The modeled gravity was interpolated from observed gravity values.
 BN0040
 BN0040;                    North         East    Units  Estimated Accuracy
 BN0040;SPC TX C     - 3,109,270.      885,390.      MT  (+/- 180 meters Scaled)
 BN0040
 BN0040                          SUPERSEDED SURVEY CONTROL
 BN0040
 BN0040  NGVD 29 (??/??/92)  266.487  (m)          874.30   (f) ADJ UNCH    2 0
 BN0040
 BN0040.Superseded values are not recommended for survey control.
 BN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0040.See file dsdata.txt to determine how the superseded data were derived.
 BN0040
 BN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU575896(NAD 83)
 BN0040_MARKER: Z = SEE DESCRIPTION
 BN0040_SETTING: 0 = UNSPECIFIED SETTING
 BN0040_STAMPING: 881 SA
 BN0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0040
 BN0040  HISTORY     - Date     Condition        Report By
 BN0040  HISTORY     - UNK      MONUMENTED       USGS
 BN0040  HISTORY     - 1933     GOOD             NGS
 BN0040  HISTORY     - 20020223 GOOD             USPSQD
 BN0040
 BN0040                          STATION DESCRIPTION
 BN0040
 BN0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0040'3.0 MI E FROM KINGSLAND.
 BN0040'3 MILES EAST OF KINGSLAND ON NORTH SIDE OF PUBLIC ROAD, 52 FEET SOUTH
 BN0040'OF TRACK AND 480 FT. EAST OF MILEPOST 77.
 BN0040
 BN0040                          STATION RECOVERY (2002)
 BN0040
 BN0040'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BN0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0033 ***********************************************************************
 BN0033  DESIGNATION -  PT 48 K
 BN0033  PID         -  BN0033
 BN0033  STATE/COUNTY-  TX/BURNET
 BN0033  USGS QUAD   -  LONGHORN CAVERN (1979)
 BN0033
 BN0033                         *CURRENT SURVEY CONTROL
 BN0033  ___________________________________________________________________
 BN0033* NAD 83(1986)-  30 38 51.     (N)    098 17 55.     (W)     SCALED    
 BN0033* NAVD 88     -       288.476  (meters)     946.44   (feet)  ADJUSTED  
 BN0033  ___________________________________________________________________
 BN0033  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 BN0033  DYNAMIC HT  -         288.090 (meters)     945.18  (feet)  COMP
 BN0033  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 BN0033
 BN0033  VERT ORDER  -  SECOND    CLASS 0
 BN0033
 BN0033.The horizontal coordinates were scaled from a topographic map and have
 BN0033.an estimated accuracy of +/- 6 seconds.
 BN0033
 BN0033.The orthometric height was determined by differential leveling
 BN0033.and adjusted by the National Geodetic Survey in June 1991..
 BN0033
 BN0033.The geoid height was determined by GEOID03.
 BN0033
 BN0033.The dynamic height is computed by dividing the NAVD 88
 BN0033.geopotential number by the normal gravity value computed on the
 BN0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0033.degrees latitude (g = 980.6199 gals.).
 BN0033
 BN0033.The modeled gravity was interpolated from observed gravity values.
 BN0033
 BN0033;                    North         East    Units  Estimated Accuracy
 BN0033;SPC TX C     - 3,110,510.      895,010.      MT  (+/- 180 meters Scaled)
 BN0033
 BN0033                          SUPERSEDED SURVEY CONTROL
 BN0033
 BN0033  NGVD 29 (??/??/92)  288.41   (m)          946.2    (f) COMPUTED    2 0
 BN0033
 BN0033.Superseded values are not recommended for survey control.
 BN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0033.See file dsdata.txt to determine how the superseded data were derived.
 BN0033
 BN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU672907(NAD 83)
 BN0033_MARKER: Z = SEE DESCRIPTION
 BN0033_SETTING: 0 = UNSPECIFIED SETTING
 BN0033_STAMPING: 953 SA AND PT 48 K
 BN0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0033+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 BN0033
 BN0033  HISTORY     - Date     Condition        Report By
 BN0033  HISTORY     - UNK      MONUMENTED       USGS
 BN0033  HISTORY     - 1933     GOOD             NGS
 BN0033  HISTORY     - 20020223 GOOD             USPSQD
 BN0033
 BN0033                          STATION DESCRIPTION
 BN0033
 BN0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0033'0.4 MI S FROM FAIRLAND.
 BN0033'0.4 MILE SOUTH OF FAIRLAND 70 FEET SOUTHWEST OF MARBLE FALLS BRANCH
 BN0033'TRACK ON SOUTHEAST SIDE OF BURNET-FREDERICKSBURG PUBLIC ROAD.
 BN0033
 BN0033                          STATION RECOVERY (2002)
 BN0033
 BN0033'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 BN0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0030 ***********************************************************************
 BN0030  DESIGNATION -  PT 49 K
 BN0030  PID         -  BN0030
 BN0030  STATE/COUNTY-  TX/BURNET
 BN0030  USGS QUAD   -  LONGHORN CAVERN (1979)
 BN0030
 BN0030                         *CURRENT SURVEY CONTROL
 BN0030  ___________________________________________________________________
 BN0030* NAD 83(1986)-  30 39 50.     (N)    098 15 02.     (W)     SCALED    
 BN0030* NAVD 88     -       346.054  (meters)    1135.35   (feet)  ADJUSTED  
 BN0030  ___________________________________________________________________
 BN0030  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 BN0030  DYNAMIC HT  -         345.591 (meters)    1133.83  (feet)  COMP
 BN0030  MODELED GRAV-     979,290.7   (mgal)                       NAVD 88
 BN0030
 BN0030  VERT ORDER  -  SECOND    CLASS 0
 BN0030
 BN0030.The horizontal coordinates were scaled from a topographic map and have
 BN0030.an estimated accuracy of +/- 6 seconds.
 BN0030
 BN0030.The orthometric height was determined by differential leveling
 BN0030.and adjusted by the National Geodetic Survey in June 1991..
 BN0030
 BN0030.The geoid height was determined by GEOID03.
 BN0030
 BN0030.The dynamic height is computed by dividing the NAVD 88
 BN0030.geopotential number by the normal gravity value computed on the
 BN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0030.degrees latitude (g = 980.6199 gals.).
 BN0030
 BN0030.The modeled gravity was interpolated from observed gravity values.
 BN0030
 BN0030;                    North         East    Units  Estimated Accuracy
 BN0030;SPC TX C     - 3,112,420.      899,580.      MT  (+/- 180 meters Scaled)
 BN0030
 BN0030                          SUPERSEDED SURVEY CONTROL
 BN0030
 BN0030  NGVD 29 (??/??/92)  345.98   (m)         1135.1    (f) COMPUTED    2 0
 BN0030
 BN0030.Superseded values are not recommended for survey control.
 BN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0030.See file dsdata.txt to determine how the superseded data were derived.
 BN0030
 BN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU717925(NAD 83)
 BN0030_MARKER: Z = SEE DESCRIPTION
 BN0030_SETTING: 0 = UNSPECIFIED SETTING
 BN0030_STAMPING: 49K 1142 S.A.
 BN0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0030
 BN0030  HISTORY     - Date     Condition        Report By
 BN0030  HISTORY     - UNK      MONUMENTED       USGS
 BN0030  HISTORY     - 1933     GOOD             NGS
 BN0030  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0030
 BN0030                          STATION DESCRIPTION
 BN0030
 BN0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0030'3.0 MI NE FROM FAIRLAND.
 BN0030'ALONG THE TEXAS AND NEW ORLEANS R.R. 0.25 MILE NORTH OF THE SUDDUTH
 BN0030'SECTION HOUSE, ON THE SOUTH SIDE OF A PRIVATE ROAD CROSSING AND 27 FT.
 BN0030'WEST OF THE CENTERLINE OF THE TRACK.
 BN0030
 BN0030                          STATION RECOVERY (1967)
 BN0030
 BN0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0605 ***********************************************************************
 AO0605  DESIGNATION -  PT 51 K USGS 1953
 AO0605  PID         -  AO0605
 AO0605  STATE/COUNTY-  TX/MCMULLEN
 AO0605  USGS QUAD   -  TILDEN (1968)
 AO0605
 AO0605                         *CURRENT SURVEY CONTROL
 AO0605  ___________________________________________________________________
 AO0605* NAD 83(1993)-  28 22 54.36064(N)    098 30 16.11235(W)     ADJUSTED  
 AO0605* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 AO0605  ___________________________________________________________________
 AO0605  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AO0605  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AO0605
 AO0605  HORZ ORDER  -  SECOND
 AO0605
 AO0605.The horizontal coordinates were established by classical geodetic methods
 AO0605.and adjusted by the National Geodetic Survey in February 1996..
 AO0605
 AO0605.The orthometric height was scaled from a topographic map.
 AO0605
 AO0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0605
 AO0605.The geoid height was determined by GEOID03.
 AO0605
 AO0605;                    North         East     Units Scale Factor Converg.
 AO0605;SPC TXSC     - 4,060,886.680   648,567.720   MT  1.00000045   +0 14 33.9
 AO0605;SPC TXSC     -13,323,092.38  2,127,842.59   sFT  1.00000045   +0 14 33.9
 AO0605;UTM  14      - 3,139,593.612   548,548.750   MT  0.99962909   +0 14 08.0
 AO0605
 AO0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0605!SPC TXSC     -   0.99998929  x   1.00000045  =   0.99998974
 AO0605!UTM  14      -   0.99998929  x   0.99962909  =   0.99961838
 AO0605
 AO0605                          SUPERSEDED SURVEY CONTROL
 AO0605
 AO0605  NAD 83(1986)-  28 22 54.36481(N)    098 30 16.08966(W) AD(       ) 2
 AO0605  NAD 27      -  28 22 53.37500(N)    098 30 15.03700(W) AD(       ) 2
 AO0605
 AO0605.Superseded values are not recommended for survey control.
 AO0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0605.See file dsdata.txt to determine how the superseded data were derived.
 AO0605
 AO0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4854939594(NAD 83)
 AO0605_MARKER: DB = BENCH MARK DISK
 AO0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0605+STABILITY: SURFACE MOTION
 AO0605
 AO0605  HISTORY     - Date     Condition        Report By
 AO0605  HISTORY     - 1953     MONUMENTED       CGS
 AO0605
 AO0605                          STATION DESCRIPTION
 AO0605
 AO0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0605'LOCATED ABOUT 6.0 MILES SOUTHEAST OF TILDEN, ABOUT 11.0 MILES
 AO0605'SOUTHWEST OF CALLIHAM AND ON LAND OWNED BY MR. L.S. MC CLAUGHERTY.
 AO0605'
 AO0605'THE MARK IS A U.S. GEOLOGICAL SURVEY STANDARD BENCH MARK
 AO0605'DISK, STAMPED PT STA NO 51K 1925 J 67 1925 SET IN THE TOP
 AO0605'OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 AO0605'IT IS ABOUT 200 FEET WEST OF A VACANT WHITE HOUSE.  131 FEET SOUTH
 AO0605'OF A GATE IN AN EAST-WEST FENCE, WHICH IS AT THE SOUTHWEST
 AO0605'CORNER OF A CULTIVATED FIELD.  3 FEET EAST OF A WHITE POST
 AO0605'MARKED USBM 299/7 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 AO0605'
 AO0605'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AO0605'DEER.  DISTANCE- 65.234 METERS (214.02 FEET).  AZIMUTH- 295
 AO0605'DEG 48 MIN 47.5 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0065 ***********************************************************************
 BN0065  DESIGNATION -  PT 60 C 11
 BN0065  PID         -  BN0065
 BN0065  STATE/COUNTY-  TX/BURNET
 BN0065  USGS QUAD   -  MARBLE FALLS (1967)
 BN0065
 BN0065                         *CURRENT SURVEY CONTROL
 BN0065  ___________________________________________________________________
 BN0065* NAD 83(1986)-  30 34 05.     (N)    098 16 33.     (W)     SCALED    
 BN0065* NAVD 88     -       233.388  (meters)     765.71   (feet)  ADJUSTED  
 BN0065  ___________________________________________________________________
 BN0065  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 BN0065  DYNAMIC HT  -         233.076 (meters)     764.68  (feet)  COMP
 BN0065  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 BN0065
 BN0065  VERT ORDER  -  SECOND    CLASS 0
 BN0065
 BN0065.The horizontal coordinates were scaled from a topographic map and have
 BN0065.an estimated accuracy of +/- 6 seconds.
 BN0065
 BN0065.The orthometric height was determined by differential leveling
 BN0065.and adjusted by the National Geodetic Survey in June 1991..
 BN0065
 BN0065.The geoid height was determined by GEOID03.
 BN0065
 BN0065.The dynamic height is computed by dividing the NAVD 88
 BN0065.geopotential number by the normal gravity value computed on the
 BN0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0065.degrees latitude (g = 980.6199 gals.).
 BN0065
 BN0065.The modeled gravity was interpolated from observed gravity values.
 BN0065
 BN0065;                    North         East    Units  Estimated Accuracy
 BN0065;SPC TX C     - 3,101,750.      897,350.      MT  (+/- 180 meters Scaled)
 BN0065
 BN0065                          SUPERSEDED SURVEY CONTROL
 BN0065
 BN0065  NGVD 29 (??/??/92)  233.330  (m)          765.52   (f) ADJ UNCH    2 0
 BN0065
 BN0065.Superseded values are not recommended for survey control.
 BN0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0065.See file dsdata.txt to determine how the superseded data were derived.
 BN0065
 BN0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU694819(NAD 83)
 BN0065_MARKER: DD = SURVEY DISK
 BN0065_SETTING: 80 = SET IN A BOULDER
 BN0065_SP_SET: BOULDER
 BN0065_STAMPING: PT STA NO 60 K 1924 C 11
 BN0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0065+STABILITY: SURFACE MOTION
 BN0065
 BN0065  HISTORY     - Date     Condition        Report By
 BN0065  HISTORY     - 1924     MONUMENTED       USGS
 BN0065  HISTORY     - 1953     GOOD             NGS
 BN0065  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 BN0065
 BN0065                          STATION DESCRIPTION
 BN0065
 BN0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0065'0.35 MI S FROM MARBLE FALLS.
 BN0065'0.1 MILE EAST ALONG AN OILED STREET FROM THE POST OFFICE AT MARBLE
 BN0065'FALLS, THENCE 0.25 MILE SOUTH ALONG U.S. HIGHWAY 281, 65 FEET WEST OF
 BN0065'THE NORTH END OF THE WEST CONCRETE GUARD RAIL OF THE BRIDGE OVER THE
 BN0065'COLORADO RIVER, 80 FEET NORTH OF THE WATER LINE OF THE RIVER, 75 FEET
 BN0065'WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET BELOW THE LEVEL OF THE
 BN0065'HIGHWAY, SET IN THE TOP OF A LARGE FLAT LIMESTONE BOULDER.
 BN0065
 BN0065                          STATION RECOVERY (2005)
 BN0065
 BN0065'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BN0065'THERE IS A LOT OF CONSTRUCTION DEBRIS AND FILL IN THIS AREA AND
 BN0065'REFERENCES HAVE CHANGED OR ARE DIFFICULT TO USE FOR MEASUREMENT.
 BN0065'THE MARK IS NOT VISIBLE ON THE SURFACE BUT COULD POSSIBLY BE REVEALED
 BN0065'WITH EXCAVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0041 ***********************************************************************
 BN0041  DESIGNATION -  PT 75 K
 BN0041  PID         -  BN0041
 BN0041  STATE/COUNTY-  TX/LLANO
 BN0041  USGS QUAD   -  KINGSLAND (1982)
 BN0041
 BN0041                         *CURRENT SURVEY CONTROL
 BN0041  ___________________________________________________________________
 BN0041* NAD 83(1986)-  30 39 34.     (N)    098 26 10.     (W)     SCALED    
 BN0041* NAVD 88     -       258.904  (meters)     849.42   (feet)  ADJUSTED  
 BN0041  ___________________________________________________________________
 BN0041  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 BN0041  DYNAMIC HT  -         258.561 (meters)     848.30  (feet)  COMP
 BN0041  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 BN0041
 BN0041  VERT ORDER  -  SECOND    CLASS 0
 BN0041
 BN0041.The horizontal coordinates were scaled from a topographic map and have
 BN0041.an estimated accuracy of +/- 6 seconds.
 BN0041
 BN0041.The orthometric height was determined by differential leveling
 BN0041.and adjusted by the National Geodetic Survey in June 1991..
 BN0041
 BN0041.The geoid height was determined by GEOID03.
 BN0041
 BN0041.The dynamic height is computed by dividing the NAVD 88
 BN0041.geopotential number by the normal gravity value computed on the
 BN0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0041.degrees latitude (g = 980.6199 gals.).
 BN0041
 BN0041.The modeled gravity was interpolated from observed gravity values.
 BN0041
 BN0041;                    North         East    Units  Estimated Accuracy
 BN0041;SPC TX C     - 3,111,610.      881,810.      MT  (+/- 180 meters Scaled)
 BN0041
 BN0041                          SUPERSEDED SURVEY CONTROL
 BN0041
 BN0041  NGVD 29 (??/??/92)  258.855  (m)          849.26   (f) ADJ UNCH    2 0
 BN0041
 BN0041.Superseded values are not recommended for survey control.
 BN0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0041.See file dsdata.txt to determine how the superseded data were derived.
 BN0041
 BN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU540919(NAD 83)
 BN0041_MARKER: Z = SEE DESCRIPTION
 BN0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0041_SP_SET: IRON POST
 BN0041_STAMPING: P.T.S. 75 K 1924
 BN0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0041
 BN0041  HISTORY     - Date     Condition        Report By
 BN0041  HISTORY     - 1924     MONUMENTED       USGS
 BN0041  HISTORY     - 1933     GOOD             NGS
 BN0041
 BN0041                          STATION DESCRIPTION
 BN0041
 BN0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0041'IN KINGSLAND.
 BN0041'CONCRETE CASED IRON POST ONE FOOT WEST OF THE WEST END OF THE LOADING
 BN0041'PLATFORM AT THE KINGSLAND STATION 23.3 FT. NORTH OF THE CENTERLINE OF
 BN0041'THE TRACKS AND 6 IN. BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2152 ***********************************************************************
 BL2152  DESIGNATION -  PT 9 M
 BL2152  PID         -  BL2152
 BL2152  STATE/COUNTY-  TX/POLK
 BL2152  USGS QUAD   -  LIVINGSTON (1984)
 BL2152
 BL2152                         *CURRENT SURVEY CONTROL
 BL2152  ___________________________________________________________________
 BL2152* NAD 83(1993)-  30 39 26.89162(N)    094 57 08.55511(W)     ADJUSTED  
 BL2152* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 BL2152  ___________________________________________________________________
 BL2152  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BL2152  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL2152
 BL2152  HORZ ORDER  -  FIRST
 BL2152
 BL2152.The horizontal coordinates were established by classical geodetic methods
 BL2152.and adjusted by the National Geodetic Survey in February 1996..
 BL2152
 BL2152.The orthometric height was scaled from a topographic map.
 BL2152
 BL2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2152
 BL2152.The geoid height was determined by GEOID03.
 BL2152
 BL2152;                    North         East     Units Scale Factor Converg.
 BL2152;SPC TX C     - 3,122,305.538 1,215,479.195   MT  0.99989965   +2 46 17.4
 BL2152;SPC TX C     -10,243,764.09  3,987,784.66   sFT  0.99989965   +2 46 17.4
 BL2152;UTM  15      - 3,393,267.550   312,933.924   MT  1.00003170   -0 59 44.9
 BL2152
 BL2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2152!SPC TX C     -   0.99999819  x   0.99989965  =   0.99989784
 BL2152!UTM  15      -   0.99999819  x   1.00003170  =   1.00002989
 BL2152
 BL2152|---------------------------------------------------------------------|
 BL2152| PID    Reference Object                     Distance      Geod. Az  |
 BL2152|                                                           dddmmss.s |
 BL2152| CV9093 PT 9 M RM 1                          30.626 METERS 07358     |
 BL2152| CV9094 PT 9 M RM 2                          33.991 METERS 35309     |
 BL2152| CV9092 PT 9 M AZ MK                                       3593255.4 |
 BL2152|---------------------------------------------------------------------|
 BL2152
 BL2152                          SUPERSEDED SURVEY CONTROL
 BL2152
 BL2152  NAD 83(1986)-  30 39 26.90357(N)    094 57 08.54183(W) AD(       ) 1
 BL2152  NAD 27      -  30 39 26.18600(N)    094 57 07.77000(W) AD(       ) 1
 BL2152
 BL2152.Superseded values are not recommended for survey control.
 BL2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2152.See file dsdata.txt to determine how the superseded data were derived.
 BL2152
 BL2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1293493268(NAD 83)
 BL2152_MARKER: DD = SURVEY DISK
 BL2152_SETTING: 0 = UNSPECIFIED SETTING
 BL2152
 BL2152  HISTORY     - Date     Condition        Report By
 BL2152  HISTORY     - 1935     MONUMENTED       USGS
 BL2152  HISTORY     - 1944     GOOD             BGCO
 BL2152  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL2152
 BL2152                          STATION DESCRIPTION
 BL2152
 BL2152'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CAS)
 BL2152'THIS STATION IS ABOUT 4 MILES SSW OF LIVINGSTON, ON THE
 BL2152'RIGHT-OF-WAY OF THE SOUTHERN PACIFIC RAILROAD.  THE MARK IS
 BL2152'110 YARDS S OF A CATTLE LOADING CORRAL.  50 FEET W OF THE
 BL2152'CENTER LINE OF STATE HIGHWAY 35, 41.2 FEET E OF THE E RAIL,
 BL2152'23 FEET S OF THE CENTER LINE OF A LOCAL ROAD TO THE W.  AND
 BL2152'PROJECTS 3 INCHES.
 BL2152'
 BL2152'THE STATION IS MARKED BY A STANDARD U.S.G.S., IN COOPERATION
 BL2152'WITH THE STATE, BRONZE DISK SET IN THE CENTER OF THE TOP OF A
 BL2152'6-INCH SQUARE CONCRETE POST.  THE MARK WAS REMOVED, AND A
 BL2152'STANDARD DISK SET IN CONCRETE WAS
 BL2152'SET, AND THE ORIGINAL SURFACE MARK WAS RESET AND REINFORCED
 BL2152'WITH CONCRETE.
 BL2152'
 BL2152'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BL2152'
 BL2152'REFERENCE MARK NO. 1 IS ENE OF THE STATION, IN THE E RIGHT-OF-WAY
 BL2152'LINE OF HIGHWAY 35, 137.68 FEET SE OF REFERENCE MARK NO. 2,
 BL2152'AND PROJECTS 3 INCHES.
 BL2152'
 BL2152'REFERENCE MARK NO. 2 IS N OF THE STATION.  10 FEET S OF A
 BL2152'TELEGRAPH POLE.  29.8 FEET E OF THE E RAIL.  AND PROJECTS
 BL2152'4 INCHES.
 BL2152'
 BL2152'THE AZIMUTH MARK IS N OF THE STATION.  ON THE SUMMIT OF A RISE
 BL2152'OF GROUND.  50 YARDS NW OF THE RESIDENCE AT THE EDGEWOOD FARM.
 BL2152'1 FOOT E OF THE RIGHT-OF-WAY FENCE BETWEEN THE RAILROAD TO THE
 BL2152'W AND HIGHWAY 35 TO THE E.  AND PROJECTS 3 INCHES.
 BL2152'
 BL2152'TO REACH FROM THE COURTHOUSE IN LIVINGSTON, GO S ON HIGHWAY
 BL2152'35, 4.4 MILES TO THE STATION, AT THE LOCAL ROAD TO THE W.
 BL2152'
 BL2152'LIGHT 100 FEET ABOVE SHEPHERD AND 87 FEET ABOVE CAMILLA COME
 BL2152'INTO VIEW 50 FEET ABOVE THIS STATION AND A LIGHT 100 FEET ABOVE
 BL2152'TIGERVILLE COMES INTO VIEW 77 FEET ABOVE THIS STATION.
 BL2152
 BL2152                          STATION RECOVERY (1944)
 BL2152
 BL2152'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 BL2152'STATION RECOVERED.
 BL2152
 BL2152                          STATION RECOVERY (1997)
 BL2152
 BL2152'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0205 ***********************************************************************
 BN0205  DESIGNATION -  PT 93 T
 BN0205  PID         -  BN0205
 BN0205  STATE/COUNTY-  TX/LLANO
 BN0205  USGS QUAD   -  LLANO NORTH (1955)
 BN0205
 BN0205                         *CURRENT SURVEY CONTROL
 BN0205  ___________________________________________________________________
 BN0205* NAD 83(1986)-  30 45 02.     (N)    098 40 29.     (W)     SCALED    
 BN0205* NAVD 88     -       317.856  (meters)    1042.83   (feet)  ADJUSTED  
 BN0205  ___________________________________________________________________
 BN0205  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BN0205  DYNAMIC HT  -         317.437 (meters)    1041.46  (feet)  COMP
 BN0205  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 BN0205
 BN0205  VERT ORDER  -  SECOND    CLASS 0
 BN0205
 BN0205.The horizontal coordinates were scaled from a topographic map and have
 BN0205.an estimated accuracy of +/- 6 seconds.
 BN0205
 BN0205.The orthometric height was determined by differential leveling
 BN0205.and adjusted by the National Geodetic Survey in June 1991..
 BN0205
 BN0205.The geoid height was determined by GEOID03.
 BN0205
 BN0205.The dynamic height is computed by dividing the NAVD 88
 BN0205.geopotential number by the normal gravity value computed on the
 BN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0205.degrees latitude (g = 980.6199 gals.).
 BN0205
 BN0205.The modeled gravity was interpolated from observed gravity values.
 BN0205
 BN0205;                    North         East    Units  Estimated Accuracy
 BN0205;SPC TX C     - 3,121,340.      858,790.      MT  (+/- 180 meters Scaled)
 BN0205
 BN0205                          SUPERSEDED SURVEY CONTROL
 BN0205
 BN0205  NGVD 29 (??/??/92)  317.81   (m)         1042.7    (f) COMPUTED    2 0
 BN0205
 BN0205.Superseded values are not recommended for survey control.
 BN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0205.See file dsdata.txt to determine how the superseded data were derived.
 BN0205
 BN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV311020(NAD 83)
 BN0205_MARKER: DD = SURVEY DISK
 BN0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0205_SP_SET: PILLAR
 BN0205_STAMPING: 1050 SA
 BN0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0205
 BN0205  HISTORY     - Date     Condition        Report By
 BN0205  HISTORY     - UNK      MONUMENTED       USGS
 BN0205  HISTORY     - 1933     GOOD             NGS
 BN0205  HISTORY     - 1990     GOOD             USPSQD
 BN0205  HISTORY     - 19960730 GOOD             USPSQD
 BN0205  HISTORY     - 19990908 GOOD             TXDOT
 BN0205
 BN0205                          STATION DESCRIPTION
 BN0205
 BN0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0205'IN LLANO.
 BN0205'AT COUNTY COURTHOUSE ON SOUTH SIDE OF EAST ENTRANCE.  IN FACE OF
 BN0205'PEDESTAL TO PILLAR.
 BN0205
 BN0205                          STATION RECOVERY (1990)
 BN0205
 BN0205'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BN0205'RECOVERED IN GOOD CONDITION.
 BN0205
 BN0205                          STATION RECOVERY (1996)
 BN0205
 BN0205'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0205'RECOVERED IN GOOD CONDITION.
 BN0205
 BN0205                          STATION RECOVERY (1999)
 BN0205
 BN0205'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0205'RECOVERED GOOD.  DISK IS SCARRED, DATUM POINT IS VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3011 ***********************************************************************
 AW3011  DESIGNATION -  PT 950
 AW3011  PID         -  AW3011
 AW3011  STATE/COUNTY-  TX/HARRIS
 AW3011  USGS QUAD   -  MORGANS POINT (1993)
 AW3011
 AW3011                         *CURRENT SURVEY CONTROL
 AW3011  ___________________________________________________________________
 AW3011* NAD 83(1986)-  29 41 39.     (N)    094 59 15.     (W)     SCALED    
 AW3011* NAVD 88     -         0.99   (+/-2cm)       3.2    (feet)  VERTCON   
 AW3011  ___________________________________________________________________
 AW3011  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3011
 AW3011  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3011
 AW3011.The horizontal coordinates were scaled from a topographic map and have
 AW3011.an estimated accuracy of +/- 6 seconds.
 AW3011
 AW3011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3011.The vertical order pertains to the NGVD 29 superseded value.
 AW3011
 AW3011.The geoid height was determined by GEOID03.
 AW3011
 AW3011;                    North         East    Units  Estimated Accuracy
 AW3011;SPC TXSC     - 4,212,890.      988,210.      MT  (+/- 180 meters Scaled)
 AW3011
 AW3011                          SUPERSEDED SURVEY CONTROL
 AW3011
 AW3011  NGVD 29 (??/??/92)    0.993  (m)            3.26   (f) ADJ UNCH    1 2
 AW3011
 AW3011.Superseded values are not recommended for survey control.
 AW3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3011.See file dsdata.txt to determine how the superseded data were derived.
 AW3011
 AW3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN077865(NAD 83)
 AW3011_MARKER: DD = SURVEY DISK
 AW3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3011_STAMPING: PT 950 42+9034
 AW3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3011+STABILITY: SURFACE MOTION
 AW3011
 AW3011  HISTORY     - Date     Condition        Report By
 AW3011  HISTORY     - UNK      MONUMENTED       USE
 AW3011  HISTORY     - 1964     GOOD             NGS
 AW3011  HISTORY     - 19971030 MARK NOT FOUND   USPSQD
 AW3011
 AW3011                          STATION DESCRIPTION
 AW3011
 AW3011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3011'0.9 MI NW FROM MORGAN POINT.
 AW3011'ABOUT 0.35 MILE NORTH ACROSS THE HOUSTON SHIP CHANNEL FROM THE HOUSTON
 AW3011'MARITIME REPORTING STATION AT MORGAN POINT, THENCE 0.55 MILE NORTHEAST
 AW3011'ALONG AN OLD HIGHWAY, ON THE OUTSIDE OF A CURVE AND 52 1/2 FEET
 AW3011'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET SOUTHEAST OF A
 AW3011'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 4
 AW3011'INCHES BELOW THE GROUND.
 AW3011
 AW3011                          STATION RECOVERY (1997)
 AW3011
 AW3011'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0352 ***********************************************************************
 DN0352  DESIGNATION -  PT STA 24 Y
 DN0352  PID         -  DN0352
 DN0352  STATE/COUNTY-  TX/DENTON
 DN0352  USGS QUAD   -  LEWISVILLE EAST (1981)
 DN0352
 DN0352                         *CURRENT SURVEY CONTROL
 DN0352  ___________________________________________________________________
 DN0352* NAD 83(1986)-  33 02 46.     (N)    096 59 29.     (W)     SCALED    
 DN0352* NAVD 88     -       158.295  (meters)     519.34   (feet)  ADJUSTED  
 DN0352  ___________________________________________________________________
 DN0352  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DN0352  DYNAMIC HT  -         158.114 (meters)     518.75  (feet)  COMP
 DN0352  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 DN0352
 DN0352  VERT ORDER  -  SECOND    CLASS 0
 DN0352
 DN0352.The horizontal coordinates were scaled from a topographic map and have
 DN0352.an estimated accuracy of +/- 6 seconds.
 DN0352
 DN0352.The orthometric height was determined by differential leveling
 DN0352.and adjusted by the National Geodetic Survey in June 1991..
 DN0352
 DN0352.The geoid height was determined by GEOID03.
 DN0352
 DN0352.The dynamic height is computed by dividing the NAVD 88
 DN0352.geopotential number by the normal gravity value computed on the
 DN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0352.degrees latitude (g = 980.6199 gals.).
 DN0352
 DN0352.The modeled gravity was interpolated from observed gravity values.
 DN0352
 DN0352;                    North         East    Units  Estimated Accuracy
 DN0352;SPC TXNC     - 2,153,980.      740,890.      MT  (+/- 180 meters Scaled)
 DN0352
 DN0352                          SUPERSEDED SURVEY CONTROL
 DN0352
 DN0352  NGVD 29 (??/??/92)  158.29   (m)          519.3    (f) COMPUTED    2 0
 DN0352
 DN0352.Superseded values are not recommended for survey control.
 DN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0352.See file dsdata.txt to determine how the superseded data were derived.
 DN0352
 DN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB875581(NAD 83)
 DN0352_MARKER: DD = SURVEY DISK
 DN0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0352_STAMPING: PT STA NO 24 Y R 3 1925 1924
 DN0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0352+STABILITY: SURFACE MOTION
 DN0352
 DN0352  HISTORY     - Date     Condition        Report By
 DN0352  HISTORY     - 1925     MONUMENTED       USGS
 DN0352  HISTORY     - 1946     GOOD             NGS
 DN0352  HISTORY     - 19950703 GOOD             USPSQD
 DN0352  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0352  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0352
 DN0352                          STATION DESCRIPTION
 DN0352
 DN0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0352'IN LEWISVILLE.
 DN0352'AT LEWISVILLE, ABOUT 2 BLOCKS EAST OF THE POST OFFICE, 41.5 FEET SOUTH
 DN0352'OF AND ABOUT LEVEL WITH THE CENTER LINE OF MAIN STREET, 30.5 FEET EAST
 DN0352'OF THE CENTER LINE OF KEALY STREET, 4.0 FEET SOUTHWEST OF THE
 DN0352'NORTHEAST CORNER OF A YARD FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 MARKER
 DN0352'POST.  A BRONZE DISK STAMPED PT STA NO 24 Y 1924  R 3 1925 SET IN THE
 DN0352'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 DN0352
 DN0352                          STATION RECOVERY (1995)
 DN0352
 DN0352'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0352'RECOVERED IN GOOD CONDITION.
 DN0352
 DN0352                          STATION RECOVERY (1998)
 DN0352
 DN0352'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0352'MARK NOT FOUND.
 DN0352
 DN0352                          STATION RECOVERY (2005)
 DN0352
 DN0352'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3925 ***********************************************************************
 AW3925  DESIGNATION -  PTS 10 M
 AW3925  PID         -  AW3925
 AW3925  STATE/COUNTY-  TX/BRAZORIA
 AW3925  USGS QUAD   -  LAKE JACKSON (1974)
 AW3925
 AW3925                         *CURRENT SURVEY CONTROL
 AW3925  ___________________________________________________________________
 AW3925* NAD 83(1986)-  29 06 41.     (N)    095 25 44.     (W)     SCALED    
 AW3925* NAVD 88     -         5.97   (+/-2cm)      19.6    (feet)  VERTCON   
 AW3925  ___________________________________________________________________
 AW3925  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW3925
 AW3925  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3925
 AW3925.The horizontal coordinates were scaled from a topographic map and have
 AW3925.an estimated accuracy of +/- 6 seconds.
 AW3925
 AW3925.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3925.The vertical order pertains to the NGVD 29 superseded value.
 AW3925
 AW3925.The geoid height was determined by GEOID03.
 AW3925
 AW3925;                    North         East    Units  Estimated Accuracy
 AW3925;SPC TXSC     - 4,146,950.      947,490.      MT  (+/- 180 meters Scaled)
 AW3925
 AW3925                          SUPERSEDED SURVEY CONTROL
 AW3925
 AW3925  NGVD 29 (??/??/92)    5.982  (m)           19.63   (f) ADJ UNCH    1 2
 AW3925
 AW3925.Superseded values are not recommended for survey control.
 AW3925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3925.See file dsdata.txt to determine how the superseded data were derived.
 AW3925
 AW3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN636227(NAD 83)
 AW3925_MARKER: DD = SURVEY DISK
 AW3925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3925_STAMPING: PT STA NO 10 M 1925
 AW3925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3925+STABILITY: SURFACE MOTION
 AW3925
 AW3925  HISTORY     - Date     Condition        Report By
 AW3925  HISTORY     - 1925     MONUMENTED       USGS
 AW3925  HISTORY     - 1950     GOOD             NGS
 AW3925  HISTORY     - 1959     MARK NOT FOUND   NGS
 AW3925  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW3925
 AW3925                          STATION DESCRIPTION
 AW3925
 AW3925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AW3925'3.1 MI S FROM ANGLETON.
 AW3925'3.1 MILES SOUTH ALONG THE HOUSTON AND BRAZOS VALLEY RAILROAD FROM THE
 AW3925'ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION AT ANGLETON, AT A
 AW3925'ROAD CROSSING, 143 FEET SOUTH OF THE SOUTHWEST CORNER OF TRESTLE 13/8,
 AW3925'52 FEET EAST OF A POWER POLE, 41.6 FEET SOUTHWEST OF POLE 13/30, 18
 AW3925'FEET SOUTHEAST OF THE CENTER LINE OF A SHELL ROAD, 6.8 FEET WEST OF
 AW3925'THE WEST RAIL, 5 FEET NORTHEAST OF A RAILROAD CROSSING SIGN, 1 FOOT
 AW3925'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW3925'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW3925
 AW3925                          STATION RECOVERY (1959)
 AW3925
 AW3925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW3925'MARK NOT FOUND.
 AW3925
 AW3925                          STATION RECOVERY (1998)
 AW3925
 AW3925'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0545 ***********************************************************************
 BL0545  DESIGNATION -  PTS 10 M
 BL0545  PID         -  BL0545
 BL0545  STATE/COUNTY-  TX/POLK
 BL0545  USGS QUAD   -  LIVINGSTON (1984)
 BL0545
 BL0545                         *CURRENT SURVEY CONTROL
 BL0545  ___________________________________________________________________
 BL0545* NAD 83(1986)-  30 42 38.     (N)    094 56 01.     (W)     SCALED    
 BL0545* NAVD 88     -        54.91   (+/-2cm)     180.2    (feet)  VERTCON   
 BL0545  ___________________________________________________________________
 BL0545  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0545
 BL0545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0545
 BL0545.The horizontal coordinates were scaled from a topographic map and have
 BL0545.an estimated accuracy of +/- 6 seconds.
 BL0545
 BL0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0545.The vertical order pertains to the NGVD 29 superseded value.
 BL0545
 BL0545.The geoid height was determined by GEOID03.
 BL0545
 BL0545;                    North         East    Units  Estimated Accuracy
 BL0545;SPC TX C     - 3,128,270.    1,216,990.      MT  (+/- 180 meters Scaled)
 BL0545
 BL0545                          SUPERSEDED SURVEY CONTROL
 BL0545
 BL0545  NGVD 29 (??/??/92)   54.919  (m)          180.18   (f) ADJ UNCH    2 0
 BL0545
 BL0545.Superseded values are not recommended for survey control.
 BL0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0545.See file dsdata.txt to determine how the superseded data were derived.
 BL0545
 BL0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP148991(NAD 83)
 BL0545_MARKER: DD = SURVEY DISK
 BL0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0545_SP_SET: CONCRETE ARCH
 BL0545_STAMPING: 180.279 PRIM TRAV STA 10 M 1926
 BL0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0545
 BL0545  HISTORY     - Date     Condition        Report By
 BL0545  HISTORY     - 1926     MONUMENTED       USGS
 BL0545  HISTORY     - 1949     GOOD             NGS
 BL0545  HISTORY     - 1990     GOOD             USPSQD
 BL0545  HISTORY     - 1990     GOOD             USPSQD
 BL0545  HISTORY     - 19970426 GOOD             USPSQD
 BL0545  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 BL0545  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 BL0545
 BL0545                          STATION DESCRIPTION
 BL0545
 BL0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0545'IN LIVINGSTON.
 BL0545'AT LIVINGSTON, POLK COUNTY, AT THE COUNTY COURTHOUSE, 22 FEET NORTH
 BL0545'AND 11 FEET WEST OF THE WEST ENTRANCE, AND IN THE TOP OF THE CONCRETE
 BL0545'ARCH OVER THE BASEMENT DOOR.  A UNITED STATES GEOLOGICAL SURVEY
 BL0545'STANDARD DISK, STAMPED 180.279 PRIM TRAV STA 10 M 1926.
 BL0545
 BL0545                          STATION RECOVERY (1990)
 BL0545
 BL0545'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL0545'RECOVERED IN GOOD CONDITION.
 BL0545
 BL0545                          STATION RECOVERY (1990)
 BL0545
 BL0545'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BL0545'RECOVERED IN GOOD CONDITION.
 BL0545
 BL0545                          STATION RECOVERY (1997)
 BL0545
 BL0545'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0545'RECOVERED IN GOOD CONDITION.
 BL0545
 BL0545                          STATION RECOVERY (2004)
 BL0545
 BL0545'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0545'MARK NOT FOUND.
 BL0545
 BL0545                          STATION RECOVERY (2005)
 BL0545
 BL0545'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0545'BEHIND NEW WALL BOARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1477 ***********************************************************************
 BL1477  DESIGNATION -  PTS 100
 BL1477  PID         -  BL1477
 BL1477  STATE/COUNTY-  TX/HARRIS
 BL1477  USGS QUAD   -  TOMBALL (1979)
 BL1477
 BL1477                         *CURRENT SURVEY CONTROL
 BL1477  ___________________________________________________________________
 BL1477* NAD 83(1986)-  30 07 07.     (N)    095 35 35.     (W)     SCALED    
 BL1477* NAVD 88     -        53.024  (meters)     173.96   (feet)  ADJUSTED  
 BL1477  ___________________________________________________________________
 BL1477  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1477  DYNAMIC HT  -          52.952 (meters)     173.73  (feet)  COMP
 BL1477  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 BL1477
 BL1477  VERT ORDER  -  FIRST     CLASS II
 BL1477
 BL1477.The horizontal coordinates were scaled from a topographic map and have
 BL1477.an estimated accuracy of +/- 6 seconds.
 BL1477
 BL1477.The orthometric height was determined by differential leveling
 BL1477.and adjusted by the National Geodetic Survey in June 1991..
 BL1477
 BL1477.The geoid height was determined by GEOID03.
 BL1477
 BL1477.The dynamic height is computed by dividing the NAVD 88
 BL1477.geopotential number by the normal gravity value computed on the
 BL1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1477.degrees latitude (g = 980.6199 gals.).
 BL1477
 BL1477.The modeled gravity was interpolated from observed gravity values.
 BL1477
 BL1477;                    North         East    Units  Estimated Accuracy
 BL1477;SPC TXSC     - 4,258,060.      928,270.      MT  (+/- 180 meters Scaled)
 BL1477
 BL1477                          SUPERSEDED SURVEY CONTROL
 BL1477
 BL1477  NGVD 29 (12/23/87)   53.020  (m)          173.95   (f) ADJUSTED    1 2
 BL1477
 BL1477.Superseded values are not recommended for survey control.
 BL1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1477.See file dsdata.txt to determine how the superseded data were derived.
 BL1477
 BL1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP501347(NAD 83)
 BL1477_MARKER: DE = TRAVERSE STATION DISK
 BL1477_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1477_SP_SET: SHALLOW-SET PIPE
 BL1477_STAMPING: PRIM TRAV STA NO 100 1915 175
 BL1477_MARK LOGO: USGS  
 BL1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1477+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003
 BL1477
 BL1477  HISTORY     - Date     Condition        Report By
 BL1477  HISTORY     - 1915     MONUMENTED       USGS
 BL1477  HISTORY     - 1973     GOOD             NGS
 BL1477  HISTORY     - 1978     GOOD             NGS
 BL1477  HISTORY     - 1986     GOOD             NGS
 BL1477  HISTORY     - 20030924 GOOD             INDIV
 BL1477
 BL1477                          STATION DESCRIPTION
 BL1477
 BL1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1477'0.4 MI SE FROM HUFSMITH.
 BL1477'ABOUT 0.3 MILE SOUTHEAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1477'CROSSING OF STANOLIND RD., THENCE 0.1 MILE SOUTH ALONG
 BL1477'HUFSMITH-KOHRVILLE RD., AT THE INTERSECTION OF KUYKENDAHL-HUFSMITH RD.
 BL1477'AND HUFSMITH-KOHRVILLE RD., 53.8 FEET SOUTH OF KUYKENDAHL-HUFSMITH
 BL1477'RD., 36 FEET WEST OF THE CENTER LINE OF HUFSMITH-KOHRVILLE RD., 16
 BL1477'FEET SOUTHWEST OF A LARGE POWER POLE, 3 FEET EAST OF A FENCE, 1.1 FEET
 BL1477'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET ON
 BL1477'TOP OF AN IRON PIPE WHICH PROJECTS 0.3 FOOT.
 BL1477
 BL1477                          STATION RECOVERY (1978)
 BL1477
 BL1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1477'RECOVERED IN GOOD CONDITION.
 BL1477
 BL1477                          STATION RECOVERY (1986)
 BL1477
 BL1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1477'RECOVERED IN GOOD CONDITION.
 BL1477
 BL1477                          STATION RECOVERY (2003)
 BL1477
 BL1477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JPE)
 BL1477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1480 ***********************************************************************
 BL1480  DESIGNATION -  PTS 101
 BL1480  PID         -  BL1480
 BL1480  STATE/COUNTY-  TX/HARRIS
 BL1480  USGS QUAD   -  TOMBALL (1979)
 BL1480
 BL1480                         *CURRENT SURVEY CONTROL
 BL1480  ___________________________________________________________________
 BL1480* NAD 83(1986)-  30 06 21.     (N)    095 33 30.     (W)     SCALED    
 BL1480* NAVD 88     -        45.744  (meters)     150.08   (feet)  ADJUSTED  
 BL1480  ___________________________________________________________________
 BL1480  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1480  DYNAMIC HT  -          45.683 (meters)     149.88  (feet)  COMP
 BL1480  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 BL1480
 BL1480  VERT ORDER  -  FIRST     CLASS II
 BL1480
 BL1480.The horizontal coordinates were scaled from a topographic map and have
 BL1480.an estimated accuracy of +/- 6 seconds.
 BL1480
 BL1480.The orthometric height was determined by differential leveling
 BL1480.and adjusted by the National Geodetic Survey in June 1991..
 BL1480
 BL1480.The geoid height was determined by GEOID03.
 BL1480
 BL1480.The dynamic height is computed by dividing the NAVD 88
 BL1480.geopotential number by the normal gravity value computed on the
 BL1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1480.degrees latitude (g = 980.6199 gals.).
 BL1480
 BL1480.The modeled gravity was interpolated from observed gravity values.
 BL1480
 BL1480;                    North         East    Units  Estimated Accuracy
 BL1480;SPC TXSC     - 4,256,740.      931,660.      MT  (+/- 180 meters Scaled)
 BL1480
 BL1480                          SUPERSEDED SURVEY CONTROL
 BL1480
 BL1480  NGVD 29 (12/23/87)   45.742  (m)          150.07   (f) ADJUSTED    1 2
 BL1480
 BL1480.Superseded values are not recommended for survey control.
 BL1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1480.See file dsdata.txt to determine how the superseded data were derived.
 BL1480
 BL1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP534332(NAD 83)
 BL1480_MARKER: DE = TRAVERSE STATION DISK
 BL1480_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1480_SP_SET: SHALLOW-SET PIPE
 BL1480_STAMPING: PRIM TRAV STA NO 101 1915 151
 BL1480_MARK LOGO: USGS  
 BL1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1480
 BL1480  HISTORY     - Date     Condition        Report By
 BL1480  HISTORY     - 1915     MONUMENTED       USGS
 BL1480  HISTORY     - 1973     GOOD             NGS
 BL1480  HISTORY     - 1978     GOOD             NGS
 BL1480  HISTORY     - 1986     GOOD             NGS
 BL1480
 BL1480                          STATION DESCRIPTION
 BL1480
 BL1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1480'2.7 MI SE FROM HUFSMITH.
 BL1480'ABOUT 2.7 MILES SOUTHEAST ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1480'CROSSING OF STANOLIND RD., 9 POLES SOUTHEAST OF MILE POST 9, 59.8 FEET
 BL1480'NORTH OF THE CENTER LINE OF KUYKENDAHL-HUFSMITH RD., 27 1/2 FEET SOUTH
 BL1480'OF THE SOUTH RAIL, 2.6 FEET NORTH OF A TELEPHONE POLE, 1.1 FEET WEST
 BL1480'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND SET ON TOP OF
 BL1480'AN IRON PIPE PROJECTING 0.8 FOOT.
 BL1480
 BL1480                          STATION RECOVERY (1978)
 BL1480
 BL1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1480'RECOVERED IN GOOD CONDITION.
 BL1480
 BL1480                          STATION RECOVERY (1986)
 BL1480
 BL1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1480'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--4.4 M
 BL1480'(14.4 FT) WEST OF THE EXTENDED CENTER OF DOGWOOD DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1286 ***********************************************************************
 BL1286  DESIGNATION -  PTS 103 USGS
 BL1286  PID         -  BL1286
 BL1286  STATE/COUNTY-  TX/HARRIS
 BL1286  USGS QUAD   -  SPRING (1982)
 BL1286
 BL1286                         *CURRENT SURVEY CONTROL
 BL1286  ___________________________________________________________________
 BL1286* NAD 83(1986)-  30 05 23.     (N)    095 28 12.     (W)     SCALED    
 BL1286* NAVD 88     -        42.63   (+/-2cm)     139.9    (feet)  VERTCON   
 BL1286  ___________________________________________________________________
 BL1286  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1286
 BL1286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1286
 BL1286.The horizontal coordinates were scaled from a topographic map and have
 BL1286.an estimated accuracy of +/- 6 seconds.
 BL1286
 BL1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1286.The vertical order pertains to the NGVD 29 superseded value.
 BL1286
 BL1286.The geoid height was determined by GEOID03.
 BL1286
 BL1286;                    North         East    Units  Estimated Accuracy
 BL1286;SPC TXSC     - 4,255,210.      940,220.      MT  (+/- 180 meters Scaled)
 BL1286
 BL1286                          SUPERSEDED SURVEY CONTROL
 BL1286
 BL1286  NGVD 29 (??/??/92)   42.625  (m)          139.85   (f) ADJ UNCH    2 0
 BL1286
 BL1286.Superseded values are not recommended for survey control.
 BL1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1286.See file dsdata.txt to determine how the superseded data were derived.
 BL1286
 BL1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP619313(NAD 83)
 BL1286_MARKER: P = PIPE CAP
 BL1286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BL1286_STAMPING: PRIM TRAV STA NO 103 1915 140
 BL1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1286
 BL1286  HISTORY     - Date     Condition        Report By
 BL1286  HISTORY     - 1915     MONUMENTED       USGS
 BL1286  HISTORY     - 1973     GOOD             NGS
 BL1286  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1286  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1286
 BL1286                          STATION DESCRIPTION
 BL1286
 BL1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1286'3.3 MI W FROM SPRING.
 BL1286'ABOUT 3.3 MILES WEST ALONG MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL1286'OF HARDY ST., ABOUT 10 1/2 POLES WEST OF MILE POST 3, AT AN OLD
 BL1286'ABANDONED ROAD CROSSING, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BL1286'CROSSING, 43.3 FEET SOUTH OF THE SOUTH RAIL, 1.8 FEET NORTHEAST OF A
 BL1286'FENCE CORNER POST, 2 FEET BELOW THE LEVEL OF THE RAILS, AND SET ON TOP
 BL1286'OF AN IRON PIPE PROJECTING 0.6 FOOT.
 BL1286
 BL1286                          STATION RECOVERY (1978)
 BL1286
 BL1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1286'NOT RECOVERED.  NOTE=AREA DESCRIBED HAS BEEN GRADED AND PIPE LINES
 BL1286'PUT IN, BELIEVED DESTROYED.
 BL1286
 BL1286                          STATION RECOVERY (1995)
 BL1286
 BL1286'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1292 ***********************************************************************
 BL1292  DESIGNATION -  PTS 104
 BL1292  PID         -  BL1292
 BL1292  STATE/COUNTY-  TX/HARRIS
 BL1292  USGS QUAD   -  SPRING (1982)
 BL1292
 BL1292                         *CURRENT SURVEY CONTROL
 BL1292  ___________________________________________________________________
 BL1292* NAD 83(1993)-  30 05 01.84634(N)    095 26 00.84910(W)     ADJUSTED  
 BL1292* NAVD 88     -        38.809  (meters)     127.33   (feet)  ADJUSTED  
 BL1292  ___________________________________________________________________
 BL1292  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BL1292  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1292  DYNAMIC HT  -          38.757 (meters)     127.16  (feet)  COMP
 BL1292  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 BL1292
 BL1292  HORZ ORDER  -  SECOND
 BL1292  VERT ORDER  -  FIRST     CLASS II
 BL1292
 BL1292.The horizontal coordinates were established by classical geodetic methods
 BL1292.and adjusted by the National Geodetic Survey in February 1996..
 BL1292
 BL1292.The orthometric height was determined by differential leveling
 BL1292.and adjusted by the National Geodetic Survey in June 1991..
 BL1292
 BL1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1292
 BL1292.The geoid height was determined by GEOID03.
 BL1292
 BL1292.The dynamic height is computed by dividing the NAVD 88
 BL1292.geopotential number by the normal gravity value computed on the
 BL1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1292.degrees latitude (g = 980.6199 gals.).
 BL1292
 BL1292.The modeled gravity was interpolated from observed gravity values.
 BL1292
 BL1292;                    North         East     Units Scale Factor Converg.
 BL1292;SPC TXSC     - 4,254,664.839   943,750.996   MT  0.99994846   +1 44 50.1
 BL1292;SPC TXSC     -13,958,846.23  3,096,289.73   sFT  0.99994846   +1 44 50.1
 BL1292;UTM  15      - 3,330,574.065   265,450.103   MT  1.00027878   -1 13 13.5
 BL1292
 BL1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1292!SPC TXSC     -   0.99999826  x   0.99994846  =   0.99994672
 BL1292!UTM  15      -   0.99999826  x   1.00027878  =   1.00027704
 BL1292
 BL1292                          SUPERSEDED SURVEY CONTROL
 BL1292
 BL1292  NAD 83(1986)-  30 05 01.86073(N)    095 26 00.83133(W) AD(       ) 2
 BL1292  NAD 27      -  30 05 01.07542(N)    095 26 00.05299(W) AD(       ) 2
 BL1292  NGVD 29 (12/23/87)   38.809  (m)          127.33   (f) ADJUSTED    1 2
 BL1292
 BL1292.Superseded values are not recommended for survey control.
 BL1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1292.See file dsdata.txt to determine how the superseded data were derived.
 BL1292
 BL1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6545030574(NAD 83)
 BL1292_MARKER: DE = TRAVERSE STATION DISK
 BL1292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1292_SP_SET: SHALLOW-SET PIPE
 BL1292_STAMPING: PRIM TRAV STA NO 104 1915 129
 BL1292_MARK LOGO: USGS  
 BL1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1292
 BL1292  HISTORY     - Date     Condition        Report By
 BL1292  HISTORY     - 1942     MONUMENTED       CGS
 BL1292  HISTORY     - 1973     GOOD             NGS
 BL1292  HISTORY     - 1978     GOOD             NGS
 BL1292  HISTORY     - 1986     POOR             NGS
 BL1292  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1292  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1292
 BL1292                          STATION DESCRIPTION
 BL1292
 BL1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL1292'STATION IS LOCATED ABOUT 1.0 MILE WNW OF SPRING AND 0.15 MILE
 BL1292'E OF AN OVERPASS ON U.S. HIGHWAY 75, ON PROPERTY OF THE
 BL1292'INTERNATIONAL GREAT NORTHERN RAILROAD.  IT IS 44.1 FEET N
 BL1292'OF THE N RAIL OF THE RAILROAD, 33 FEET S OF THE CENTER LINE
 BL1292'OF THE GRAVEL ROAD, AND 3 FEET S OF THE FENCE.  IT IS A
 BL1292'STANDARD U.S.G.S. BRASS CAP ON AN IRON PIPE, IS STAMPED
 BL1292'PBM TRAV STA NO 104 1915 ELEV. 129 FEET, AND PROJECTS 10
 BL1292'INCHES.
 BL1292'
 BL1292'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SPRING GO
 BL1292'N ON PAVED ROAD ON W SIDE OF THE RAILROAD FOR 0.35 MILE,
 BL1292'THEN TURN LEFT (W) ON MAIN GRAVEL ROAD FOR 0.95 MILE TO THE
 BL1292'STATION ON THE LEFT.
 BL1292'
 BL1292'STATION IS LOCATED BY DISTANCE AND DIRECTION FROM TRIANGULATION
 BL1292'STATION SPRING.  DISTANCE FROM SPRING IS 12.430 METERS (40.78
 BL1292'FEET.)
 BL1292
 BL1292                          STATION RECOVERY (1973)
 BL1292
 BL1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1292'1.1 MI W FROM SPRING.
 BL1292'ABOUT 1.1 MILES WEST ALONG MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL1292'OF HARDY ST., ABOUT 0.15 MILE EAST OF I-45 OVERPASS, 44.3 FEET NORTH
 BL1292'OF THE NORTH RAIL OF THE MAIN TRACK, 29.7 FEET SOUTH OF THE CENTER
 BL1292'LINE OF SPRING-STEUBNER RD., 41 FEET EAST OF BENCH MARK SPRING 1942, 4
 BL1292'POLES WEST OF MILE POST 1, 0.8 FOOT WEST OF A METAL WITNESS POST, 2
 BL1292'FEET BELOW THE LEVEL OF THE RAILS, AND SET ON TOP OF AN IRON PIPE
 BL1292'PROJECTING 0.7 FOOT.
 BL1292
 BL1292                          STATION RECOVERY (1978)
 BL1292
 BL1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1292'RECOVERED IN GOOD CONDITION.
 BL1292
 BL1292                          STATION RECOVERY (1986)
 BL1292
 BL1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1292'RECOVERED IN GOOD CONDITION.  NOTE--PART OF THE DISK IS MISSING.
 BL1292
 BL1292                          STATION RECOVERY (1995)
 BL1292
 BL1292'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1292'MARK NOT FOUND.
 BL1292
 BL1292                          STATION RECOVERY (2004)
 BL1292
 BL1292'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0213 ***********************************************************************
 DM0213  DESIGNATION -  PTS 107
 DM0213  PID         -  DM0213
 DM0213  STATE/COUNTY-  TX/CASS
 DM0213  USGS QUAD   -  DOMINO (1975)
 DM0213
 DM0213                         *CURRENT SURVEY CONTROL
 DM0213  ___________________________________________________________________
 DM0213* NAD 83(1986)-  33 15 56.     (N)    094 06 49.     (W)     SCALED    
 DM0213* NAVD 88     -        73.997  (meters)     242.77   (feet)  ADJUSTED  
 DM0213  ___________________________________________________________________
 DM0213  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DM0213  DYNAMIC HT  -          73.917 (meters)     242.51  (feet)  COMP
 DM0213  MODELED GRAV-     979,560.0   (mgal)                       NAVD 88
 DM0213
 DM0213  VERT ORDER  -  SECOND    CLASS 0
 DM0213
 DM0213.The horizontal coordinates were scaled from a topographic map and have
 DM0213.an estimated accuracy of +/- 6 seconds.
 DM0213
 DM0213.The orthometric height was determined by differential leveling
 DM0213.and adjusted by the National Geodetic Survey in June 1991..
 DM0213
 DM0213.The geoid height was determined by GEOID03.
 DM0213
 DM0213.The dynamic height is computed by dividing the NAVD 88
 DM0213.geopotential number by the normal gravity value computed on the
 DM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0213.degrees latitude (g = 980.6199 gals.).
 DM0213
 DM0213.The modeled gravity was interpolated from observed gravity values.
 DM0213
 DM0213;                    North         East    Units  Estimated Accuracy
 DM0213;SPC TXNC     - 2,185,830.    1,008,520.      MT  (+/- 180 meters Scaled)
 DM0213
 DM0213                          SUPERSEDED SURVEY CONTROL
 DM0213
 DM0213  NGVD 29 (??/??/92)   74.028  (m)          242.87   (f) ADJ UNCH    2 0
 DM0213
 DM0213.Superseded values are not recommended for survey control.
 DM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0213.See file dsdata.txt to determine how the superseded data were derived.
 DM0213
 DM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS962812(NAD 83)
 DM0213_MARKER: P = PIPE CAP
 DM0213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0213_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0213_STAMPING: 242.874 STA 107 1903
 DM0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0213
 DM0213  HISTORY     - Date     Condition        Report By
 DM0213  HISTORY     - 1903     MONUMENTED       USGS
 DM0213  HISTORY     - 1934     GOOD             NGS
 DM0213
 DM0213                          STATION DESCRIPTION
 DM0213
 DM0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0213'2.7 MI N FROM SPRINGDALE.
 DM0213'ABOUT 2.7 MILES NORTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 DM0213'SPRINGDALE, CASS COUNTY, ABOUT 900 FEET NORTH OF THE STATION SIGNBOARD
 DM0213'AT ALAMO, BETWEEN THE TWENTY-FIRST AND TWENTY-SECOND POLES SOUTH OF
 DM0213'MILEPOST 12, OPPOSITE A CATTLE GUARD, AT THE SOUTHWEST CORNER OF A
 DM0213'ROAD CROSSING, 44 FEET WEST OF THE CENTER LINE OF THE TRACK, 30 FEET
 DM0213'SOUTH OF THE ROAD, AND 7 FEET SOUTHEAST OF A FENCE CORNER. A UNITED
 DM0213'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 242.874 STA 107 1903
 DM0213'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0244 ***********************************************************************
 AW0244  DESIGNATION -  PTS 109 USGS
 AW0244  PID         -  AW0244
 AW0244  STATE/COUNTY-  TX/HARRIS
 AW0244  USGS QUAD   -  ALDINE (1995)
 AW0244
 AW0244                         *CURRENT SURVEY CONTROL
 AW0244  ___________________________________________________________________
 AW0244* NAD 83(1986)-  29 54 56.     (N)    095 22 33.     (W)     SCALED    
 AW0244* NAVD 88     -        23.95   (+/-2cm)      78.6    (feet)  VERTCON   
 AW0244  ___________________________________________________________________
 AW0244  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0244
 AW0244  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0244
 AW0244.The horizontal coordinates were scaled from a topographic map and have
 AW0244.an estimated accuracy of +/- 6 seconds.
 AW0244
 AW0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0244.The vertical order pertains to the NGVD 29 superseded value.
 AW0244
 AW0244.The geoid height was determined by GEOID03.
 AW0244
 AW0244;                    North         East    Units  Estimated Accuracy
 AW0244;SPC TXSC     - 4,236,190.      949,890.      MT  (+/- 180 meters Scaled)
 AW0244
 AW0244                          SUPERSEDED SURVEY CONTROL
 AW0244
 AW0244  NGVD 29 (??/??/92)   23.945  (m)           78.56   (f) ADJ UNCH    1 1
 AW0244
 AW0244.Superseded values are not recommended for survey control.
 AW0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0244.See file dsdata.txt to determine how the superseded data were derived.
 AW0244
 AW0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP706118(NAD 83)
 AW0244_MARKER: P = PIPE CAP
 AW0244_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0244_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0244_STAMPING: PRIM TRAV STA NO 109 1915 81
 AW0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0244
 AW0244  HISTORY     - Date     Condition        Report By
 AW0244  HISTORY     - 1915     MONUMENTED       USGS
 AW0244  HISTORY     - 1973     GOOD             NGS
 AW0244  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0244  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0244  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AW0244  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 AW0244
 AW0244                          STATION DESCRIPTION
 AW0244
 AW0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0244'11.15 MI N FROM HOUSTON.
 AW0244'ABOUT 2.8 MILES NORTHEAST AND NORTH ALONG THE SOUTHERN PACIFIC
 AW0244'RAILROAD FROM THE SOUTHERN PACIFIC RAILROAD STATION, THENCE 8.35 MILES
 AW0244'NORTH ALONG THE MISSOURI-PACIFIC RAILROAD, 47.6 FEET NORTHEAST OF THE
 AW0244'NORTHEAST RAIL, 30 FEET SOUTHWEST OF THE CENTER LINE OF E. HARDY RD.,
 AW0244'31 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A METAL
 AW0244'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE RAIL AND ON THE TOP
 AW0244'OF AN IRON PIPE PROJECTING 0.8 FOOT.  THIS BENCH MARK IS ALSO 11.45
 AW0244'MILES SOUTH OF SPRING.  NOTE-- IT APPEARS TO HAVE BEEN DISTURBED AS IT
 AW0244'LEANS TO THE WEST.
 AW0244
 AW0244                          STATION RECOVERY (1978)
 AW0244
 AW0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0244'NOT RECOVERED.
 AW0244
 AW0244                          STATION RECOVERY (1978)
 AW0244
 AW0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0244'NOT RECOVERED.
 AW0244
 AW0244                          STATION RECOVERY (1986)
 AW0244
 AW0244'RECOVERY NOTE BY US POWER SQUADRON 1986 (MM)
 AW0244'MARK NOT FOUND.
 AW0244
 AW0244                          STATION RECOVERY (2004)
 AW0244
 AW0244'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0094 ***********************************************************************
 AO0094  DESIGNATION -  PTS 10=J 34
 AO0094  PID         -  AO0094
 AO0094  STATE/COUNTY-  TX/MCMULLEN
 AO0094  USGS QUAD   -  CALLIHAM (1967)
 AO0094
 AO0094                         *CURRENT SURVEY CONTROL
 AO0094  ___________________________________________________________________
 AO0094* NAD 83(1986)-  28 28 52.     (N)    098 21 04.     (W)     SCALED    
 AO0094* NAVD 88     -        70.786  (meters)     232.24   (feet)  ADJUSTED  
 AO0094  ___________________________________________________________________
 AO0094  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AO0094  DYNAMIC HT  -          70.681 (meters)     231.89  (feet)  COMP
 AO0094  MODELED GRAV-     979,165.0   (mgal)                       NAVD 88
 AO0094
 AO0094  VERT ORDER  -  SECOND    CLASS 0
 AO0094
 AO0094.The horizontal coordinates were scaled from a topographic map and have
 AO0094.an estimated accuracy of +/- 6 seconds.
 AO0094
 AO0094.The orthometric height was determined by differential leveling
 AO0094.and adjusted by the National Geodetic Survey in June 1991..
 AO0094
 AO0094.The geoid height was determined by GEOID03.
 AO0094
 AO0094.The dynamic height is computed by dividing the NAVD 88
 AO0094.geopotential number by the normal gravity value computed on the
 AO0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0094.degrees latitude (g = 980.6199 gals.).
 AO0094
 AO0094.The modeled gravity was interpolated from observed gravity values.
 AO0094
 AO0094;                    North         East    Units  Estimated Accuracy
 AO0094;SPC TXSC     - 4,071,970.      663,540.      MT  (+/- 180 meters Scaled)
 AO0094
 AO0094                          SUPERSEDED SURVEY CONTROL
 AO0094
 AO0094  NGVD 29 (??/??/92)   70.756  (m)          232.14   (f) ADJ UNCH    2 0
 AO0094
 AO0094.Superseded values are not recommended for survey control.
 AO0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0094.See file dsdata.txt to determine how the superseded data were derived.
 AO0094
 AO0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS635506(NAD 83)
 AO0094_MARKER: DD = SURVEY DISK
 AO0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0094_STAMPING: 232.15 P T STA NO 10 K J 34 1925
 AO0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0094+STABILITY: SURFACE MOTION
 AO0094
 AO0094  HISTORY     - Date     Condition        Report By
 AO0094  HISTORY     - 1925     MONUMENTED       USGS
 AO0094  HISTORY     - 1934     GOOD             NGS
 AO0094
 AO0094                          STATION DESCRIPTION
 AO0094
 AO0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0094'IN CALLIHAM.
 AO0094'AT CALLIHAM, MCMULLEN COUNTY, AT THE NORTHEAST CORNER OF PETROLEUM
 AO0094'AVENUE AND A T-STREET LEADING NORTH, 125 FEET SOUTHWEST OF THE CITY
 AO0094'WATER TANK, AND 1 FOOT EAST OF A STREET LIGHT.  A UNITED STATES
 AO0094'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 232.15 P T STA NO 10 K J 34
 AO0094'1925 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0541 ***********************************************************************
 BL0541  DESIGNATION -  PTS 11 M
 BL0541  PID         -  BL0541
 BL0541  STATE/COUNTY-  TX/POLK
 BL0541  USGS QUAD   -  NEW WILLARD (1984)
 BL0541
 BL0541                         *CURRENT SURVEY CONTROL
 BL0541  ___________________________________________________________________
 BL0541* NAD 83(1986)-  30 45 40.     (N)    094 54 49.     (W)     SCALED    
 BL0541* NAVD 88     -        56.37   (+/-2cm)     184.9    (feet)  VERTCON   
 BL0541  ___________________________________________________________________
 BL0541  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0541
 BL0541  VERT ORDER  -  ? (See Below)
 BL0541
 BL0541.The horizontal coordinates were scaled from a topographic map and have
 BL0541.an estimated accuracy of +/- 6 seconds.
 BL0541
 BL0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0541.The vertical order pertains to the NGVD 29 superseded value.
 BL0541
 BL0541.The geoid height was determined by GEOID03.
 BL0541
 BL0541;                    North         East    Units  Estimated Accuracy
 BL0541;SPC TX C     - 3,133,960.    1,218,630.      MT  (+/- 180 meters Scaled)
 BL0541
 BL0541                          SUPERSEDED SURVEY CONTROL
 BL0541
 BL0541  NGVD 29 (??/??/92)   56.385  (m)          184.99   (f) ADJ UNCH    ?  
 BL0541
 BL0541.Superseded values are not recommended for survey control.
 BL0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0541.See file dsdata.txt to determine how the superseded data were derived.
 BL0541
 BL0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ168046(NAD 83)
 BL0541_MARKER: DD = SURVEY DISK
 BL0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0541_STAMPING: 185.091 P T STA 11 M 1926
 BL0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0541+STABILITY: SURFACE MOTION
 BL0541
 BL0541  HISTORY     - Date     Condition        Report By
 BL0541  HISTORY     - 1926     MONUMENTED       USGS
 BL0541  HISTORY     - 1935     GOOD             NGS
 BL0541  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0541
 BL0541                          STATION DESCRIPTION
 BL0541
 BL0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0541'2.5 MI S FROM NEW WILLARD.
 BL0541'2.5 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM NEW
 BL0541'WILLARD, POLK COUNTY, 745 FEET SOUTH OF MARSTON, AND 6 FEET SOUTHEAST
 BL0541'OF A ROAD CROSSING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 BL0541'STAMPED 185.091 P T STA 11 M 1926 AND SET IN THE TOP OF A CONCRETE
 BL0541'POST.
 BL0541
 BL0541                          STATION RECOVERY (1997)
 BL0541
 BL0541'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1818 ***********************************************************************
 CS1818  DESIGNATION -  PTS 11 S
 CS1818  PID         -  CS1818
 CS1818  STATE/COUNTY-  TX/TARRANT
 CS1818  USGS QUAD   -  ARLINGTON (1981)
 CS1818
 CS1818                         *CURRENT SURVEY CONTROL
 CS1818  ___________________________________________________________________
 CS1818* NAD 83(1986)-  32 44 11.     (N)    097 06 25.     (W)     SCALED    
 CS1818* NAVD 88     -       187.033  (meters)     613.62   (feet)  ADJUSTED  
 CS1818  ___________________________________________________________________
 CS1818  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CS1818  DYNAMIC HT  -         186.816 (meters)     612.91  (feet)  COMP
 CS1818  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 CS1818
 CS1818  VERT ORDER  -  FIRST     CLASS II
 CS1818
 CS1818.The horizontal coordinates were scaled from a topographic map and have
 CS1818.an estimated accuracy of +/- 6 seconds.
 CS1818
 CS1818.The orthometric height was determined by differential leveling
 CS1818.and adjusted by the National Geodetic Survey in June 1991..
 CS1818
 CS1818.The geoid height was determined by GEOID03.
 CS1818
 CS1818.The dynamic height is computed by dividing the NAVD 88
 CS1818.geopotential number by the normal gravity value computed on the
 CS1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1818.degrees latitude (g = 980.6199 gals.).
 CS1818
 CS1818.The modeled gravity was interpolated from observed gravity values.
 CS1818
 CS1818;                    North         East    Units  Estimated Accuracy
 CS1818;SPC TXNC     - 2,119,490.      730,550.      MT  (+/- 180 meters Scaled)
 CS1818
 CS1818                          SUPERSEDED SURVEY CONTROL
 CS1818
 CS1818  NGVD 29 (??/??/92)  187.026  (m)          613.60   (f) ADJ UNCH    1 2
 CS1818
 CS1818.Superseded values are not recommended for survey control.
 CS1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1818.See file dsdata.txt to determine how the superseded data were derived.
 CS1818
 CS1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB773236(NAD 83)
 CS1818_MARKER: DD = SURVEY DISK
 CS1818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1818_SP_SET: STEP
 CS1818_STAMPING: PTS NO 11 S 3 WA TEX 1925
 CS1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1818
 CS1818  HISTORY     - Date     Condition        Report By
 CS1818  HISTORY     - 1925     MONUMENTED       USGS
 CS1818  HISTORY     - 1961     GOOD             NGS
 CS1818  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1818  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1818  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1818
 CS1818                          STATION DESCRIPTION
 CS1818
 CS1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CS1818'IN ARLINGTON.
 CS1818'AT ARLINGTON, TARRANT COUNTY, ONE BLOCK SOUTH OF THE TEXAS AND PACIFIC
 CS1818'RAILWAY STATION, AT THE EAST ENTRANCE TO THE L AND M DRUG STORE, IN
 CS1818'THE TOP OF THE NORTH END OF THE ONLY CONCRETE STEP AT THE ENTRANCE AND
 CS1818'7.7 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
 CS1818
 CS1818                          STATION RECOVERY (1986)
 CS1818
 CS1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1818'MARK NOT FOUND.
 CS1818
 CS1818                          STATION RECOVERY (1990)
 CS1818
 CS1818'RECOVERY NOTE BY US POWER SQUADRON 1990 (GF)
 CS1818'MARK NOT FOUND.
 CS1818
 CS1818                          STATION RECOVERY (1996)
 CS1818
 CS1818'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2332 ***********************************************************************
 AW2332  DESIGNATION -  PTS 11 USGS
 AW2332  PID         -  AW2332
 AW2332  STATE/COUNTY-  TX/HARRIS
 AW2332  USGS QUAD   -  ALIEF (1995)
 AW2332
 AW2332                         *CURRENT SURVEY CONTROL
 AW2332  ___________________________________________________________________
 AW2332* NAD 83(1986)-  29 42 58.     (N)    095 34 29.     (W)     SCALED    
 AW2332* NAVD 88     -        24.56   (+/-2cm)      80.6    (feet)  VERTCON   
 AW2332  ___________________________________________________________________
 AW2332  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2332
 AW2332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2332
 AW2332.The horizontal coordinates were scaled from a topographic map and have
 AW2332.an estimated accuracy of +/- 6 seconds.
 AW2332
 AW2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2332.The vertical order pertains to the NGVD 29 superseded value.
 AW2332
 AW2332.The geoid height was determined by GEOID03.
 AW2332
 AW2332;                    North         East    Units  Estimated Accuracy
 AW2332;SPC TXSC     - 4,213,520.      931,340.      MT  (+/- 180 meters Scaled)
 AW2332
 AW2332                          SUPERSEDED SURVEY CONTROL
 AW2332
 AW2332  NGVD 29 (??/??/92)   24.551  (m)           80.55   (f) ADJ UNCH    2 0
 AW2332
 AW2332.Superseded values are not recommended for survey control.
 AW2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2332.See file dsdata.txt to determine how the superseded data were derived.
 AW2332
 AW2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN509901(NAD 83)
 AW2332_MARKER: P = PIPE CAP
 AW2332_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2332_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2332_STAMPING: PRIM TRAV STA NO 11 81 1915
 AW2332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2332
 AW2332  HISTORY     - Date     Condition        Report By
 AW2332  HISTORY     - 1915     MONUMENTED       USGS
 AW2332  HISTORY     - 1943     GOOD             NGS
 AW2332  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2332  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 AW2332  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2332
 AW2332                          STATION DESCRIPTION
 AW2332
 AW2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2332'1.15 MI E FROM ALIEF.
 AW2332'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2332'STATION AT ALIEF.  PROCEED 1.15 MILES EASTERLY ALONG THE RAILROAD TO
 AW2332'SITE OF BENCH MARK.  BENCH MARK IS DIRECTLY ACROSS THE TRACK AND THE
 AW2332'ALIEF-HOUSTON ROAD FROM SIGNPOST ALIEF ONE MILE, ABOUT 0.15 MILE EAST
 AW2332'OF MILEPOST 14, AND ABOUT 135.0 FEET EAST OF A GATE AND A PRIVATE ROAD
 AW2332'LEADING SOUTH TO A FRAME FARM HOUSE.  IT IS 27.5 FEET SOUTH OF AND
 AW2332'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 3.0 FEET NORTH OF
 AW2332'THE RIGHT-OF-WAY FENCE, AND 2.8 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AW2332'POST.  MONUMENT PROJECTS 1.3 FOOT.
 AW2332
 AW2332                          STATION RECOVERY (1978)
 AW2332
 AW2332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2332'NOT RECOVERED.
 AW2332
 AW2332                          STATION RECOVERY (1996)
 AW2332
 AW2332'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2332'MARK NOT FOUND.
 AW2332
 AW2332                          STATION RECOVERY (2004)
 AW2332
 AW2332'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0522 ***********************************************************************
 BZ0522  DESIGNATION -  PTS 117 A USGS
 BZ0522  PID         -  BZ0522
 BZ0522  STATE/COUNTY-  TX/FALLS
 BZ0522  USGS QUAD   -  MARLIN (1978)
 BZ0522
 BZ0522                         *CURRENT SURVEY CONTROL
 BZ0522  ___________________________________________________________________
 BZ0522* NAD 83(1986)-  31 18 24.     (N)    096 53 52.     (W)     SCALED    
 BZ0522* NAVD 88     -       121.33   (+/-2cm)     398.1    (feet)  VERTCON   
 BZ0522  ___________________________________________________________________
 BZ0522  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BZ0522
 BZ0522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0522
 BZ0522.The horizontal coordinates were scaled from a topographic map and have
 BZ0522.an estimated accuracy of +/- 6 seconds.
 BZ0522
 BZ0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0522.The vertical order pertains to the NGVD 29 superseded value.
 BZ0522
 BZ0522.The geoid height was determined by GEOID03.
 BZ0522
 BZ0522;                    North         East    Units  Estimated Accuracy
 BZ0522;SPC TX C     - 3,186,850.    1,026,970.      MT  (+/- 180 meters Scaled)
 BZ0522
 BZ0522                          SUPERSEDED SURVEY CONTROL
 BZ0522
 BZ0522  NGVD 29 (??/??/92)  121.283  (m)          397.91   (f) ADJ UNCH    2 0
 BZ0522
 BZ0522.Superseded values are not recommended for survey control.
 BZ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0522.See file dsdata.txt to determine how the superseded data were derived.
 BZ0522
 BZ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV000654(NAD 83)
 BZ0522_MARKER: DD = SURVEY DISK
 BZ0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0522_SP_SET: WALL
 BZ0522_STAMPING: PRIM TRAV STATION 117 A 394.75
 BZ0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0522
 BZ0522  HISTORY     - Date     Condition        Report By
 BZ0522  HISTORY     - UNK      MONUMENTED       USGS
 BZ0522  HISTORY     - 1935     GOOD             NGS
 BZ0522  HISTORY     - 20010317 GOOD             USPSQD
 BZ0522  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0522
 BZ0522                          STATION DESCRIPTION
 BZ0522
 BZ0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BZ0522'IN MARLIN.
 BZ0522'AT MARLIN, FALLS COUNTY, AT THE COUNTY COURTHOUSE, AND IN THE WALL AT
 BZ0522'THE EAST ENTRANCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 BZ0522'STAMPED PRIM TRAV STATION 117 A 394.75 AND SET VERTICALLY.
 BZ0522
 BZ0522                          STATION RECOVERY (2001)
 BZ0522
 BZ0522'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0522'RECOVERED IN GOOD CONDITION.
 BZ0522
 BZ0522                          STATION RECOVERY (2003)
 BZ0522
 BZ0522'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0539 ***********************************************************************
 BL0539  DESIGNATION -  PTS 12 M
 BL0539  PID         -  BL0539
 BL0539  STATE/COUNTY-  TX/POLK
 BL0539  USGS QUAD   -  NEW WILLARD (1984)
 BL0539
 BL0539                         *CURRENT SURVEY CONTROL
 BL0539  ___________________________________________________________________
 BL0539* NAD 83(1986)-  30 47 30.     (N)    094 53 29.     (W)     SCALED    
 BL0539* NAVD 88     -        63.58   (+/-2cm)     208.6    (feet)  VERTCON   
 BL0539  ___________________________________________________________________
 BL0539  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0539
 BL0539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0539
 BL0539.The horizontal coordinates were scaled from a topographic map and have
 BL0539.an estimated accuracy of +/- 6 seconds.
 BL0539
 BL0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0539.The vertical order pertains to the NGVD 29 superseded value.
 BL0539
 BL0539.The geoid height was determined by GEOID03.
 BL0539
 BL0539;                    North         East    Units  Estimated Accuracy
 BL0539;SPC TX C     - 3,137,450.    1,220,590.      MT  (+/- 180 meters Scaled)
 BL0539
 BL0539                          SUPERSEDED SURVEY CONTROL
 BL0539
 BL0539  NGVD 29 (??/??/92)   63.594  (m)          208.64   (f) ADJ UNCH    2 0
 BL0539
 BL0539.Superseded values are not recommended for survey control.
 BL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0539.See file dsdata.txt to determine how the superseded data were derived.
 BL0539
 BL0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ190080(NAD 83)
 BL0539_MARKER: DD = SURVEY DISK
 BL0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0539_STAMPING: 208.743 PRIM TRAV STA 12 M 1926
 BL0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0539+STABILITY: SURFACE MOTION
 BL0539
 BL0539  HISTORY     - Date     Condition        Report By
 BL0539  HISTORY     - 1926     MONUMENTED       USGS
 BL0539  HISTORY     - 1943     GOOD             NGS
 BL0539  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0539  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0539
 BL0539                          STATION DESCRIPTION
 BL0539
 BL0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BL0539'IN NEW WILLARD.
 BL0539'AT NEW WILLARD, POLK COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD,
 BL0539'100 FEET NORTHEAST OF THE STATION, AND IN THE SOUTHEAST ANGLE OF A
 BL0539'ROAD CROSSING, A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 BL0539'STAMPED 208.743 PRIM TRAV STA 12 M 1926 AND SET IN THE TOP OF A
 BL0539'CONCRETE POST.
 BL0539
 BL0539                          STATION RECOVERY (1990)
 BL0539
 BL0539'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL0539'MARK NOT FOUND.
 BL0539
 BL0539                          STATION RECOVERY (1997)
 BL0539
 BL0539'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0318 ***********************************************************************
 BN0318  DESIGNATION -  PTS 12 USGS
 BN0318  PID         -  BN0318
 BN0318  STATE/COUNTY-  TX/KIMBLE
 BN0318  USGS QUAD   -  JUNCTION (1974)
 BN0318
 BN0318                         *CURRENT SURVEY CONTROL
 BN0318  ___________________________________________________________________
 BN0318* NAD 83(1986)-  30 24 17.     (N)    099 51 49.     (W)     SCALED    
 BN0318* NAVD 88     -       542.756  (meters)    1780.69   (feet)  POSTED    
 BN0318  ___________________________________________________________________
 BN0318  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BN0318  DYNAMIC HT  -         541.980 (meters)    1778.15  (feet)  COMP
 BN0318  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 BN0318
 BN0318  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0318
 BN0318.The horizontal coordinates were scaled from a topographic map and have
 BN0318.an estimated accuracy of +/- 6 seconds.
 BN0318
 BN0318.The orthometric height was determined by differential leveling
 BN0318.and adjusted by the National Geodetic Survey in 1992..
 BN0318.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0318.rate of 0.0 thru 1.0 mm/km.
 BN0318
 BN0318.The geoid height was determined by GEOID03.
 BN0318
 BN0318.The dynamic height is computed by dividing the NAVD 88
 BN0318.geopotential number by the normal gravity value computed on the
 BN0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0318.degrees latitude (g = 980.6199 gals.).
 BN0318
 BN0318.The modeled gravity was interpolated from observed gravity values.
 BN0318
 BN0318;                    North         East    Units  Estimated Accuracy
 BN0318;SPC TX C     - 3,081,910.      745,130.      MT  (+/- 180 meters Scaled)
 BN0318
 BN0318                          SUPERSEDED SURVEY CONTROL
 BN0318
 BN0318  NGVD 29 (??/??/92)  542.735  (m)         1780.62   (f) ADJ UNCH    1 2
 BN0318
 BN0318.Superseded values are not recommended for survey control.
 BN0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0318.See file dsdata.txt to determine how the superseded data were derived.
 BN0318
 BN0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU170639(NAD 83)
 BN0318_MARKER: DD = SURVEY DISK
 BN0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0318_STAMPING: 1780.623 PTS NO 12 TEXAS 1925 H 91 1924
 BN0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0318+STABILITY: SURFACE MOTION
 BN0318
 BN0318  HISTORY     - Date     Condition        Report By
 BN0318  HISTORY     - 1924     MONUMENTED       USGS
 BN0318  HISTORY     - 1931     GOOD             NGS
 BN0318  HISTORY     - 1935     GOOD             NGS
 BN0318  HISTORY     - 1981     MARK NOT FOUND   NGS
 BN0318  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0318
 BN0318                          STATION DESCRIPTION
 BN0318
 BN0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0318'6.5 MI NE FROM TELEGRAPH.
 BN0318'6.5 MILES NORTHEAST ALONG STATE HIGHWAY 29 FROM TELEGRAPH, KIMBLE
 BN0318'COUNTY, AT THE NORTHEAST CORNER OF THE CAMP LLANO PROPERTY, 20 FEET
 BN0318'SOUTHWEST OF THE ROAD TO THE ENTRANCE, AND 30 FEET EAST OF THE
 BN0318'ENTRANCE.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1780.623 P
 BN0318'T S NO 12 TEXAS 1925 H 91 1924 AND SET IN THE TOP OF A CONCRETE POST
 BN0318'PROJECTING 1 INCH ABOVE GROUND.
 BN0318
 BN0318                          STATION RECOVERY (1935)
 BN0318
 BN0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0318'RECOVERED IN GOOD CONDITION.
 BN0318
 BN0318                          STATION RECOVERY (1981)
 BN0318
 BN0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0318'MARK NOT FOUND.
 BN0318
 BN0318                          STATION RECOVERY (1998)
 BN0318
 BN0318'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6707 ***********************************************************************
 AW6707  DESIGNATION -  PTS 127
 AW6707  PID         -  AW6707
 AW6707  STATE/COUNTY-  TX/HARRIS
 AW6707  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6707
 AW6707                         *CURRENT SURVEY CONTROL
 AW6707  ___________________________________________________________________
 AW6707* NAD 83(1993)-  29 51 48.38060(N)    095 26 07.36619(W)     ADJUSTED  
 AW6707* NAVD 88     -        27.96   (+/-2cm)      91.7    (feet)  VERTCON   
 AW6707  ___________________________________________________________________
 AW6707  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6707  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW6707
 AW6707  HORZ ORDER  -  SECOND
 AW6707  VERT ORDER  -  THIRD ? (See Below)
 AW6707
 AW6707.The horizontal coordinates were established by classical geodetic methods
 AW6707.and adjusted by the National Geodetic Survey in February 1996..
 AW6707
 AW6707.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6707.The vertical order pertains to the NGVD 29 superseded value.
 AW6707
 AW6707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6707
 AW6707.The geoid height was determined by GEOID03.
 AW6707
 AW6707;                    North         East     Units Scale Factor Converg.
 AW6707;SPC TXSC     - 4,230,240.106   944,321.088   MT  0.99990566   +1 44 46.9
 AW6707;SPC TXSC     -13,878,712.75  3,098,160.10   sFT  0.99990566   +1 44 46.9
 AW6707;UTM  15      - 3,306,143.853   264,756.383   MT  1.00028283   -1 12 47.6
 AW6707
 AW6707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6707!SPC TXSC     -   0.99999993  x   0.99990566  =   0.99990559
 AW6707!UTM  15      -   0.99999993  x   1.00028283  =   1.00028276
 AW6707
 AW6707|---------------------------------------------------------------------|
 AW6707| PID    Reference Object                     Distance      Geod. Az  |
 AW6707|                                                           dddmmss.s |
 AW6707| CV6690 PTS 127 RM 1                         28.370 METERS 04644     |
 AW6707| AW6749 PTS 127 ECC                           8.132 METERS 11845     |
 AW6707| CV6691 PTS 127 RM 2                         27.654 METERS 31743     |
 AW6707| CV6689 PTS 127 AZ MK                                      3491616.3 |
 AW6707|---------------------------------------------------------------------|
 AW6707
 AW6707                          SUPERSEDED SURVEY CONTROL
 AW6707
 AW6707  NAD 83(1986)-  29 51 48.39520(N)    095 26 07.34774(W) AD(       ) 2
 AW6707  NAD 27      -  29 51 47.58451(N)    095 26 06.56663(W) AD(       ) 2
 AW6707  NGVD 29 (07/19/86)   27.96   (m)           91.7    (f) LEVELING    3  
 AW6707
 AW6707.Superseded values are not recommended for survey control.
 AW6707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6707.See file dsdata.txt to determine how the superseded data were derived.
 AW6707
 AW6707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6475606144(NAD 83)
 AW6707_MARKER: DS = TRIANGULATION STATION DISK
 AW6707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6707
 AW6707  HISTORY     - Date     Condition        Report By
 AW6707  HISTORY     - 1942     MONUMENTED       USGS
 AW6707  HISTORY     - 1951     GOOD             CGS
 AW6707  HISTORY     - 1967     MARK NOT FOUND   CGS
 AW6707
 AW6707                          STATION DESCRIPTION
 AW6707
 AW6707'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (FBQ)
 AW6707'STATION IS LOCATED ABOUT 8 MILES NW OF THE CENTER OF HOUSTON,
 AW6707'ON THE S SIDE OF FARIBANKS ROAD, ON LAND OWNED AND OCCUPIED
 AW6707'BY JACK THURMOND.  IT IS 33 FEET S OF THE CENTER
 AW6707'LINE OF THE ROAD, AND 34 FEET NE OF THE NE CORNER OF THE
 AW6707'THURMOND HOUSE.  THE MARK IS A STANDARD U.S.G.S. MARK SET ON
 AW6707'THE TOP OF A 3-INCH IRON PIPE PROJECTING ABOUT 12 INCHES
 AW6707'AND STAMPED PRIM TRAV STA NO 127 1915.
 AW6707'
 AW6707'REFERENCE AND AZIMUTH MARKS ARE STANDARD U.S.C. AND G.S. BRONZE
 AW6707'DISKS SET IN CONCRETE.
 AW6707'
 AW6707'REFERENCE MARK NO. 1 IS NE OF THE STATION, 31 FEET N OF THE
 AW6707'CENTER LINE OF THE ROAD, IS STAMPED PTS 127 USGS NO. 1 1942,
 AW6707'AND PROJECTS ABOUT 2 INCHES.
 AW6707'
 AW6707'REFERENCE MARK NO. 2 IS NW OF THE STATION, 32 FEET N OF THE
 AW6707'CENTER LINE OF THE ROAD, IS STAMPED PTS 127 USGS NO. 2 1942,
 AW6707'AND PROJECTS ABOUT 4 INCHES.
 AW6707'
 AW6707'THE AZIMUTH MARK IS N OF THE STATION, 84 FEET W OF THE CENTER-LINE
 AW6707'OF MONTGOMERY ROAD, 21 FEET S OF THE CENTER LINE OF MATTHEWS
 AW6707'STREET, 4 FEET W OF A WHITE REFERENCE POST, AND 1 FOOT
 AW6707'S OF A FENCE.  IT IS STAMPED PTS 127 USGS 1942 AND PROJECTS
 AW6707'ABOUT 6 INCHES.
 AW6707'
 AW6707'A 90-FOOT SIGNAL AT SPURCK IS VISIBLE AT THE GROUND.
 AW6707'
 AW6707'A 90-FOOT SIGNAL AT BRACY IS VISIBLE AT 50 FEET.
 AW6707'
 AW6707'A 90-FOOT SIGNAL AT LACKNER IS VISIBLE AT 50 FEET.
 AW6707
 AW6707                          STATION RECOVERY (1951)
 AW6707
 AW6707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 AW6707'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS
 AW6707'DESCRIBED EXCEPT REFERENCE MARK 1.  IT IS COVERED OVER WITH
 AW6707'ABOUT 2 IN. OF DIRT.  A SEARCH WAS MADE FOR THE AZIMUTH MARK,
 AW6707'IT WAS NOT LOCATED.  STATION MARK IS LOCATED ABOUT 0.45 MI. W
 AW6707'OF THE JUNCTION OF MONTGOMERY AND FAIRBANKS ROADS.
 AW6707
 AW6707                          STATION RECOVERY (1967)
 AW6707
 AW6707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CRL)
 AW6707'AFTER A SEARCH THIS STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1790 ***********************************************************************
 AW1790  DESIGNATION -  PTS 128 USGS
 AW1790  PID         -  AW1790
 AW1790  STATE/COUNTY-  TX/HARRIS
 AW1790  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW1790
 AW1790                         *CURRENT SURVEY CONTROL
 AW1790  ___________________________________________________________________
 AW1790* NAD 83(1986)-  29 51 48.     (N)    095 28 45.     (W)     SCALED    
 AW1790* NAVD 88     -        25.53   (+/-2cm)      83.8    (feet)  VERTCON   
 AW1790  ___________________________________________________________________
 AW1790  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW1790
 AW1790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1790
 AW1790.The horizontal coordinates were scaled from a topographic map and have
 AW1790.an estimated accuracy of +/- 6 seconds.
 AW1790
 AW1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1790.The vertical order pertains to the NGVD 29 superseded value.
 AW1790
 AW1790.The geoid height was determined by GEOID03.
 AW1790
 AW1790;                    North         East    Units  Estimated Accuracy
 AW1790;SPC TXSC     - 4,230,100.      940,090.      MT  (+/- 180 meters Scaled)
 AW1790
 AW1790                          SUPERSEDED SURVEY CONTROL
 AW1790
 AW1790  NGVD 29 (??/??/92)   25.521  (m)           83.73   (f) ADJ UNCH    2 0
 AW1790
 AW1790.Superseded values are not recommended for survey control.
 AW1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1790.See file dsdata.txt to determine how the superseded data were derived.
 AW1790
 AW1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP605062(NAD 83)
 AW1790_MARKER: P = PIPE CAP
 AW1790_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1790_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1790_STAMPING: PRIM TRAV STA 128 1915 87
 AW1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1790
 AW1790  HISTORY     - Date     Condition        Report By
 AW1790  HISTORY     - 1915     MONUMENTED       USGS
 AW1790  HISTORY     - 1973     GOOD             NGS
 AW1790  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1790  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 AW1790  HISTORY     - 19870601 MARK NOT FOUND   USPSQD
 AW1790
 AW1790                          STATION DESCRIPTION
 AW1790
 AW1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1790'8.7 MI NW FROM HOUSTON.
 AW1790'ABOUT 2.65 MILES NORTH ALONG NORTH SHEPHERD DR. FROM THE CROSSING OF
 AW1790'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 6.05 MILES NORTHWEST ALONG THE
 AW1790'BURLINGTON-ROCK ISLAND RAILROAD, 150.3 FEET SOUTHWEST OF THE SOUTHWEST
 AW1790'CORNER OF A BRICK CHURCH BUILDING, 110.4 FEET NORTHEAST OF THE
 AW1790'NORTHEAST RAIL OF THE MAIN TRACK, ABOUT 7 POLES SOUTHEAST OF THE
 AW1790'CROSSING OF LITTLE YORK RD., 0.7 FOOT NORTH OF A METAL WITNESS POST,
 AW1790'AND IS A DISK ON TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1.1 FEET,
 AW1790'ALSO ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS.
 AW1790
 AW1790                          STATION RECOVERY (1978)
 AW1790
 AW1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1790'NOT RECOVERED.  NOTE=THERE IS A ROLLER RINK AT THE DESCRIBED
 AW1790'LOCATION.
 AW1790
 AW1790                          STATION RECOVERY (1978)
 AW1790
 AW1790'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 AW1790'MARK NOT FOUND.
 AW1790
 AW1790                          STATION RECOVERY (1987)
 AW1790
 AW1790'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0211 ***********************************************************************
 AY0211  DESIGNATION -  PTS 13 J USGS
 AY0211  PID         -  AY0211
 AY0211  STATE/COUNTY-  TX/COMAL
 AY0211  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0211
 AY0211                         *CURRENT SURVEY CONTROL
 AY0211  ___________________________________________________________________
 AY0211* NAD 83(1986)-  29 43 25.     (N)    098 11 12.     (W)     SCALED    
 AY0211* NAVD 88     -       257.548  (meters)     844.97   (feet)  ADJUSTED  
 AY0211  ___________________________________________________________________
 AY0211  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AY0211  DYNAMIC HT  -         257.177 (meters)     843.75  (feet)  COMP
 AY0211  MODELED GRAV-     979,198.0   (mgal)                       NAVD 88
 AY0211
 AY0211  VERT ORDER  -  SECOND    CLASS 0
 AY0211
 AY0211.The horizontal coordinates were scaled from a topographic map and have
 AY0211.an estimated accuracy of +/- 6 seconds.
 AY0211
 AY0211.The orthometric height was determined by differential leveling
 AY0211.and adjusted by the National Geodetic Survey in June 1991..
 AY0211
 AY0211.The geoid height was determined by GEOID03.
 AY0211
 AY0211.The dynamic height is computed by dividing the NAVD 88
 AY0211.geopotential number by the normal gravity value computed on the
 AY0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0211.degrees latitude (g = 980.6199 gals.).
 AY0211
 AY0211.The modeled gravity was interpolated from observed gravity values.
 AY0211
 AY0211;                    North         East    Units  Estimated Accuracy
 AY0211;SPC TXSC     - 4,209,770.      678,680.      MT  (+/- 180 meters Scaled)
 AY0211
 AY0211                          SUPERSEDED SURVEY CONTROL
 AY0211
 AY0211  NGVD 29 (??/??/92)  257.439  (m)          844.61   (f) ADJ UNCH    2 0
 AY0211
 AY0211.Superseded values are not recommended for survey control.
 AY0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0211.See file dsdata.txt to determine how the superseded data were derived.
 AY0211
 AY0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT786884(NAD 83)
 AY0211_MARKER: DD = SURVEY DISK
 AY0211_SETTING: 66 = SET IN ROCK OUTCROP
 AY0211_SP_SET: ROCK OUTCROP
 AY0211_STAMPING: PRIM TRAV STA NO 13 J DATUM TEXAS 1924
 AY0211_MARK LOGO: USGS  
 AY0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0211+STABILITY: POSITION/ELEVATION WELL
 AY0211
 AY0211  HISTORY     - Date     Condition        Report By
 AY0211  HISTORY     - 1924     MONUMENTED       USGS
 AY0211  HISTORY     - 1953     GOOD             NGS
 AY0211  HISTORY     - 1980     GOOD             NGS
 AY0211  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0211  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0211  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0211
 AY0211                          STATION DESCRIPTION
 AY0211
 AY0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0211'5.0 MI NW FROM NEW BRAUNFELS.
 AY0211'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT
 AY0211'NEW BRAUNFELS, THENCE 0.2 MILE SOUTH ALONG AN OILED ROAD, THENCE 0.35
 AY0211'MILE SOUTHEAST ALONG OLD STATE HIGHWAY 46, AT THE EAST CORNER OF AN
 AY0211'ABANDONED GOLF COURSE, 17 FEET SOUTH OF THE CENTER LINE OF THE OLD
 AY0211'HIGHWAY, 22 FEET NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A
 AY0211'WITNESS POST, SET IN THE TOP OF A ROCK OUTCROP, FLUSH WITH THE GROUND.
 AY0211
 AY0211                          STATION RECOVERY (1980)
 AY0211
 AY0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0211'1.6 KM (2.2 MI) NORTHWEST ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 AY0211'LOOP 337 AT THE NORTHWEST EDGE OF NEW BRAUNFELS, THENCE 0.15 KM
 AY0211'(0.1 MI) SOUTH-SOUTHWEST ALONG A PAVED ENTRANCE ROAD LEADING TO THE
 AY0211'T-BAR-M TENNIS VILLAS, THENCE 0.1 KM (0.05 MI) SOUTH-SOUTHWEST ALONG A
 AY0211'WOODS ROAD, AT AN OVERHEAD POWERLINE CROSSING, IN TOP OF A 70-CM
 AY0211'EMBEDDED BOULDER, 5.2 METERS (17.0 FT) SOUTH-SOUTHWEST OF THE CENTER
 AY0211'OF THE WOODS ROAD, 6.7 METERS (22.0 FT) WEST-NORTHWEST OF A CORNER
 AY0211'FENCE POST, 11.0 METERS (36.0 FT) NORTH OF A POWERLINE POLE, 0.6 METER
 AY0211'(2.0 FT) SOUTHEAST OF A 4 BY 4-INCH WOODEN POST, 6.7 METERS (22.0 FT)
 AY0211'WEST-NORTHWEST OF THE OVERHEAD POWERLINES.  NOTE-NOT LEVELED TO AT
 AY0211'THIS TIME, OFF MAIN LEVEL LINE.
 AY0211'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 AY0211'THE MARK IS 0.15 M ABOVE THE GROUND.
 AY0211
 AY0211                          STATION RECOVERY (1989)
 AY0211
 AY0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0211'MARK NOT FOUND.
 AY0211
 AY0211                          STATION RECOVERY (1993)
 AY0211
 AY0211'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0211'MARK NOT FOUND.
 AY0211
 AY0211                          STATION RECOVERY (1999)
 AY0211
 AY0211'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0536 ***********************************************************************
 BL0536  DESIGNATION -  PTS 13 M
 BL0536  PID         -  BL0536
 BL0536  STATE/COUNTY-  TX/POLK
 BL0536  USGS QUAD   -  LEGGETT (1984)
 BL0536
 BL0536                         *CURRENT SURVEY CONTROL
 BL0536  ___________________________________________________________________
 BL0536* NAD 83(1986)-  30 50 40.     (N)    094 52 06.     (W)     SCALED    
 BL0536* NAVD 88     -        64.63   (+/-2cm)     212.0    (feet)  VERTCON   
 BL0536  ___________________________________________________________________
 BL0536  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL0536
 BL0536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0536
 BL0536.The horizontal coordinates were scaled from a topographic map and have
 BL0536.an estimated accuracy of +/- 6 seconds.
 BL0536
 BL0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0536.The vertical order pertains to the NGVD 29 superseded value.
 BL0536
 BL0536.The geoid height was determined by GEOID03.
 BL0536
 BL0536;                    North         East    Units  Estimated Accuracy
 BL0536;SPC TX C     - 3,143,400.    1,222,510.      MT  (+/- 180 meters Scaled)
 BL0536
 BL0536                          SUPERSEDED SURVEY CONTROL
 BL0536
 BL0536  NGVD 29 (??/??/92)   64.642  (m)          212.08   (f) ADJ UNCH    2 0
 BL0536
 BL0536.Superseded values are not recommended for survey control.
 BL0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0536.See file dsdata.txt to determine how the superseded data were derived.
 BL0536
 BL0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ213138(NAD 83)
 BL0536_MARKER: DD = SURVEY DISK
 BL0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0536_STAMPING: 212.181 P T STA 13 M 1926
 BL0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0536+STABILITY: SURFACE MOTION
 BL0536
 BL0536  HISTORY     - Date     Condition        Report By
 BL0536  HISTORY     - 1926     MONUMENTED       USGS
 BL0536  HISTORY     - 1935     GOOD             NGS
 BL0536
 BL0536                          STATION DESCRIPTION
 BL0536
 BL0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0536'1.7 MI NE FROM LEGGETT.
 BL0536'1.7 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0536'LEGGETT, POLK COUNTY, AT MILEAGE 81.5, 270 FEET NORTHWEST OF A POINT
 BL0536'OF SWITCH, AND 60 FEET SOUTHEAST OF A ROAD CROSSING.  A UNITED STATES
 BL0536'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 212.181 P T STA 13 M 1926 AND
 BL0536'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0320 ***********************************************************************
 BN0320  DESIGNATION -  PTS 13 USGS
 BN0320  PID         -  BN0320
 BN0320  STATE/COUNTY-  TX/KIMBLE
 BN0320  USGS QUAD   -  TELEGRAPH (1974)
 BN0320
 BN0320                         *CURRENT SURVEY CONTROL
 BN0320  ___________________________________________________________________
 BN0320* NAD 83(1986)-  30 21 30.     (N)    099 53 30.     (W)     SCALED    
 BN0320* NAVD 88     -       556.966  (meters)    1827.31   (feet)  POSTED    
 BN0320  ___________________________________________________________________
 BN0320  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BN0320  DYNAMIC HT  -         556.170 (meters)    1824.70  (feet)  COMP
 BN0320  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 BN0320
 BN0320  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0320
 BN0320.The horizontal coordinates were scaled from a topographic map and have
 BN0320.an estimated accuracy of +/- 6 seconds.
 BN0320
 BN0320.The orthometric height was determined by differential leveling
 BN0320.and adjusted by the National Geodetic Survey in 1992..
 BN0320.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0320.rate of 0.0 thru 1.0 mm/km.
 BN0320
 BN0320.The geoid height was determined by GEOID03.
 BN0320
 BN0320.The dynamic height is computed by dividing the NAVD 88
 BN0320.geopotential number by the normal gravity value computed on the
 BN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0320.degrees latitude (g = 980.6199 gals.).
 BN0320
 BN0320.The modeled gravity was interpolated from observed gravity values.
 BN0320
 BN0320;                    North         East    Units  Estimated Accuracy
 BN0320;SPC TX C     - 3,076,760.      742,460.      MT  (+/- 180 meters Scaled)
 BN0320
 BN0320                          SUPERSEDED SURVEY CONTROL
 BN0320
 BN0320  NGVD 29 (??/??/92)  556.944  (m)         1827.24   (f) ADJ UNCH    1 2
 BN0320
 BN0320.Superseded values are not recommended for survey control.
 BN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0320.See file dsdata.txt to determine how the superseded data were derived.
 BN0320
 BN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU143588(NAD 83)
 BN0320_MARKER: DD = SURVEY DISK
 BN0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0320_STAMPING: 1827.240 PTS NO 13 TEXAS 1925 H 90 1924
 BN0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0320+STABILITY: SURFACE MOTION
 BN0320
 BN0320  HISTORY     - Date     Condition        Report By
 BN0320  HISTORY     - 1924     MONUMENTED       USGS
 BN0320  HISTORY     - 1931     GOOD             NGS
 BN0320  HISTORY     - 1935     POOR             NGS
 BN0320  HISTORY     - 1981     MARK NOT FOUND   NGS
 BN0320  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0320
 BN0320                          STATION DESCRIPTION
 BN0320
 BN0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0320'2.3 MI NE FROM TELEGRAPH.
 BN0320'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 29 FROM TELEGRAPH, KIMBLE
 BN0320'COUNTY, AT EVERGREEN SCHOOL, IN THE NORTHWEST CORNER OF THE SCHOOL
 BN0320'PROPERTY, 50 FEET EAST OF THE HIGHWAY, AND AT A FENCE.  A U. S.
 BN0320'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1827.240 P T S NO 13 TEXAS
 BN0320'1925 H 90 1924 AND SET IN THE TOP OF A CONCRETE POST.
 BN0320
 BN0320                          STATION RECOVERY (1935)
 BN0320
 BN0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0320'MARK RECOVERED IN POOR CONDITION.
 BN0320
 BN0320                          STATION RECOVERY (1981)
 BN0320
 BN0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0320'MARK NOT FOUND.
 BN0320
 BN0320                          STATION RECOVERY (1998)
 BN0320
 BN0320'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3140 ***********************************************************************
 CS3140  DESIGNATION -  PTS 13 Y USGS 1946
 CS3140  PID         -  CS3140
 CS3140  STATE/COUNTY-  TX/PARKER
 CS3140  USGS QUAD   -  AZLE (1978)
 CS3140
 CS3140                         *CURRENT SURVEY CONTROL
 CS3140  ___________________________________________________________________
 CS3140* NAD 83(1993)-  32 52 38.70186(N)    097 37 20.92051(W)     ADJUSTED  
 CS3140* NAVD 88     -       283.01   (+/-2cm)     928.5    (feet)  VERTCON   
 CS3140  ___________________________________________________________________
 CS3140  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CS3140  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CS3140
 CS3140  HORZ ORDER  -  SECOND
 CS3140  VERT ORDER  -  THIRD ? (See Below)
 CS3140
 CS3140.The horizontal coordinates were established by classical geodetic methods
 CS3140.and adjusted by the National Geodetic Survey in February 1996..
 CS3140
 CS3140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3140.The vertical order pertains to the NGVD 29 superseded value.
 CS3140
 CS3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3140
 CS3140.The geoid height was determined by GEOID03.
 CS3140
 CS3140;                    North         East     Units Scale Factor Converg.
 CS3140;SPC TXNC     - 2,134,602.690   682,109.436   MT  0.99987722   +0 28 42.9
 CS3140;SPC TXNC     - 7,003,275.66  2,237,887.37   sFT  0.99987722   +0 28 42.9
 CS3140;UTM  14      - 3,638,538.556   628,865.164   MT  0.99980476   +0 44 52.4
 CS3140
 CS3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3140!SPC TXNC     -   0.99996002  x   0.99987722  =   0.99983724
 CS3140!UTM  14      -   0.99996002  x   0.99980476  =   0.99976478
 CS3140
 CS3140                          SUPERSEDED SURVEY CONTROL
 CS3140
 CS3140  NAD 83(1993)-  32 52 38.70402(N)    097 37 20.90577(W) AD(       ) 2
 CS3140  NAD 83(1986)-  32 52 38.70512(N)    097 37 20.90444(W) AD(       ) 2
 CS3140  NAD 27      -  32 52 38.24700(N)    097 37 19.81100(W) AD(       ) 2
 CS3140  NGVD 29 (07/19/86)  282.94   (m)          928.3    (f) LEVELING    3  
 CS3140
 CS3140.Superseded values are not recommended for survey control.
 CS3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3140.See file dsdata.txt to determine how the superseded data were derived.
 CS3140
 CS3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2886538539(NAD 83)
 CS3140_MARKER: DD = SURVEY DISK
 CS3140_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS3140_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CS3140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS3140
 CS3140  HISTORY     - Date     Condition        Report By
 CS3140  HISTORY     - 1946     MONUMENTED       CGS
 CS3140  HISTORY     - 1951     GOOD             CGS
 CS3140  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS3140  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 CS3140
 CS3140                          STATION DESCRIPTION
 CS3140
 CS3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3140'STATION IS LOCATED ABOUT 5 MILES W OF THE VILLAGE OF AZLE,
 CS3140'62 FEET SW OF A POWER-LINE POLE NUMBER 10, 18.5 FEET S OF
 CS3140'THE APPROXIMATE CENTER LINE OF THE AZLE-VEALE STATION ROAD,
 CS3140'12 FEET E OF A BOARD GATE, AND 4 FEET N OF AN E-W FENCE
 CS3140'LINE.  THE MARK IS A 6-INCH PIPE FILLED WITH CONCRETE WITH
 CS3140'A STANDARD U.S.G.S. DISK SET IN THE TOP.  THE MARK PROJECTS
 CS3140'8 INCHES AND IS STAMPED TEX NO 13Y 1924.
 CS3140'
 CS3140'TO REACH THE STATION FROM THE MAIN INTERSECTION OF THE SMALL
 CS3140'VILLAGE OF AZLE ON STATE HIGHWAY 199, GO S 0.2 MILE TO A
 CS3140'RIGHT FORK IN THE ROAD, KEEP RIGHT FORK (AZLE-VEALE STATION
 CS3140'ROAD) AND GO 4.8 MILES TO A FARMHOUSE ON THE LEFT AND STATION
 CS3140'AS DESCRIBED.
 CS3140'
 CS3140'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CS3140'BRITAN TO U.S.G.S. TEX NO 13Y 1924.  IT IS 56.204 METERS
 CS3140'(184.58 FEET) WNW OF THE STATION.
 CS3140
 CS3140                          STATION RECOVERY (1951)
 CS3140
 CS3140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3140'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 CS3140'FENCE IS NOW GONE AND THE MARK IS IN OPEN AREA AT THE S EDGE
 CS3140'OF THE AZLE-VEAL ROAD.
 CS3140
 CS3140                          STATION RECOVERY (1997)
 CS3140
 CS3140'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3140'MARK NOT FOUND.
 CS3140
 CS3140                          STATION RECOVERY (2005)
 CS3140
 CS3140'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 CS3140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4630 ***********************************************************************
 AW4630  DESIGNATION -  PTS 133
 AW4630  PID         -  AW4630
 AW4630  STATE/COUNTY-  TX/HARRIS
 AW4630  USGS QUAD   -  ALDINE (1995)
 AW4630
 AW4630                         *CURRENT SURVEY CONTROL
 AW4630  ___________________________________________________________________
 AW4630* NAD 83(1986)-  29 55 12.     (N)    095 29 41.     (W)     SCALED    
 AW4630* NAVD 88     -        33.34   (+/-2cm)     109.4    (feet)  VERTCON   
 AW4630  ___________________________________________________________________
 AW4630  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AW4630
 AW4630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4630
 AW4630.The horizontal coordinates were scaled from a topographic map and have
 AW4630.an estimated accuracy of +/- 6 seconds.
 AW4630
 AW4630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4630.The vertical order pertains to the NGVD 29 superseded value.
 AW4630
 AW4630.The geoid height was determined by GEOID03.
 AW4630
 AW4630;                    North         East    Units  Estimated Accuracy
 AW4630;SPC TXSC     - 4,236,330.      938,400.      MT  (+/- 180 meters Scaled)
 AW4630
 AW4630                          SUPERSEDED SURVEY CONTROL
 AW4630
 AW4630  NGVD 29 (??/??/92)   33.338  (m)          109.38   (f) ADJ UNCH    2 0
 AW4630
 AW4630.Superseded values are not recommended for survey control.
 AW4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4630.See file dsdata.txt to determine how the superseded data were derived.
 AW4630
 AW4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP591125(NAD 83)
 AW4630_MARKER: DB = BENCH MARK DISK
 AW4630_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4630_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4630_STAMPING: PRIM TRAV STA NO 133 110 1915
 AW4630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4630
 AW4630  HISTORY     - Date     Condition        Report By
 AW4630  HISTORY     - 1915     MONUMENTED       USGS
 AW4630  HISTORY     - 1954     GOOD             NGS
 AW4630
 AW4630                          STATION DESCRIPTION
 AW4630
 AW4630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4630'1.3 MI E FROM NORTH HOUSTON.
 AW4630'0.8 MILE EAST ALONG THE FAIRBANKS AND NORTH HOUSTON ROAD FROM THE
 AW4630'CROSSING OF THE BURLINGTON AND ROCK ISLAND RAILROAD AT NORTH HOUSTON,
 AW4630'THENCE 0.5 MILE SOUTHEAST ALONG FARM ROAD 149, 0.2 MILE SOUTHEAST OF A
 AW4630'JUNCTION WITH BAMMEL ROAD, AT AN INTERSECTION WITH THE NORTH HOUSTON
 AW4630'AND ROSS L ROAD, 31 FEET WEST OF THE CENTER LINE OF THE NORTH HOUSTON
 AW4630'AND ROSS L ROAD, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM
 AW4630'ROAD, 3 FEET NORTHEAST OF A FENCE CORNER, RIVETED ON THE TOP OF AN
 AW4630'IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3390 ***********************************************************************
 AW3390  DESIGNATION -  PTS 134 USGS
 AW3390  PID         -  AW3390
 AW3390  STATE/COUNTY-  TX/HARRIS
 AW3390  USGS QUAD   -  ALDINE (1995)
 AW3390
 AW3390                         *CURRENT SURVEY CONTROL
 AW3390  ___________________________________________________________________
 AW3390* NAD 83(1986)-  29 53 19.     (N)    095 29 40.     (W)     SCALED    
 AW3390* NAVD 88     -        29.52   (+/-2cm)      96.9    (feet)  VERTCON   
 AW3390  ___________________________________________________________________
 AW3390  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW3390
 AW3390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3390
 AW3390.The horizontal coordinates were scaled from a topographic map and have
 AW3390.an estimated accuracy of +/- 6 seconds.
 AW3390
 AW3390.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3390.The vertical order pertains to the NGVD 29 superseded value.
 AW3390
 AW3390.The geoid height was determined by GEOID03.
 AW3390
 AW3390;                    North         East    Units  Estimated Accuracy
 AW3390;SPC TXSC     - 4,232,860.      938,530.      MT  (+/- 180 meters Scaled)
 AW3390
 AW3390                          SUPERSEDED SURVEY CONTROL
 AW3390
 AW3390  NGVD 29 (??/??/92)   29.514  (m)           96.83   (f) ADJ UNCH    2 0
 AW3390
 AW3390.Superseded values are not recommended for survey control.
 AW3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3390.See file dsdata.txt to determine how the superseded data were derived.
 AW3390
 AW3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP591090(NAD 83)
 AW3390_MARKER: P = PIPE CAP
 AW3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3390_STAMPING: PRIM TRAV STA NO 134 1915 98
 AW3390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3390+STABILITY: SURFACE MOTION
 AW3390
 AW3390  HISTORY     - Date     Condition        Report By
 AW3390  HISTORY     - 1915     MONUMENTED       USGS
 AW3390  HISTORY     - 1954     GOOD             NGS
 AW3390  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3390  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW3390
 AW3390                          STATION DESCRIPTION
 AW3390
 AW3390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3390'7.8 MI NW FROM HOUSTON.
 AW3390'7.8 MILES NORTHWEST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM
 AW3390'THE UNDERPASS ON NORTH SHEPHERD DRIVE AT HOUSTON, 130 FEET NORTHWEST
 AW3390'OF THE CENTER OF A ROAD CROSSING, 0.3 MILE SOUTHEAST OF MILEPOST 69,
 AW3390'50 FEET NORTHEAST OF THE NORTHEAST RAIL, 25 FEET NORTHWEST OF THE
 AW3390'CENTER LINE OF A ROAD, 2 FEET SOUTHEAST OF A WITNESS POST, NEAR THE
 AW3390'ENTRANCE TO THE COLUMBIAN CARBON COMPANY PLANT, RIVETED ON THE TOP OF
 AW3390'AN IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AW3390
 AW3390                          STATION RECOVERY (1973)
 AW3390
 AW3390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3390'MARK NOT FOUND.
 AW3390
 AW3390                          STATION RECOVERY (2004)
 AW3390
 AW3390'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1221 ***********************************************************************
 BL1221  DESIGNATION -  PTS 139
 BL1221  PID         -  BL1221
 BL1221  STATE/COUNTY-  TX/HARRIS
 BL1221  USGS QUAD   -  MAEDAN (1982)
 BL1221
 BL1221                         *CURRENT SURVEY CONTROL
 BL1221  ___________________________________________________________________
 BL1221* NAD 83(1993)-  30 01 03.03182(N)    095 18 01.60879(W)     ADJUSTED  
 BL1221* NAVD 88     -        29.45   (+/-2cm)      96.6    (feet)  VERTCON   
 BL1221  ___________________________________________________________________
 BL1221  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BL1221  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1221
 BL1221  HORZ ORDER  -  SECOND
 BL1221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1221
 BL1221.The horizontal coordinates were established by classical geodetic methods
 BL1221.and adjusted by the National Geodetic Survey in February 1996..
 BL1221
 BL1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1221.The vertical order pertains to the NGVD 29 superseded value.
 BL1221
 BL1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1221
 BL1221.The geoid height was determined by GEOID03.
 BL1221
 BL1221;                    North         East     Units Scale Factor Converg.
 BL1221;SPC TXSC     - 4,247,713.818   956,810.378   MT  0.99993402   +1 48 44.8
 BL1221;SPC TXSC     -13,936,041.08  3,139,135.38   sFT  0.99993402   +1 48 44.8
 BL1221;UTM  15      - 3,322,954.390   278,136.188   MT  1.00020734   -1 09 04.7
 BL1221
 BL1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1221!SPC TXSC     -   0.99999971  x   0.99993402  =   0.99993373
 BL1221!UTM  15      -   0.99999971  x   1.00020734  =   1.00020705
 BL1221
 BL1221                          SUPERSEDED SURVEY CONTROL
 BL1221
 BL1221  NAD 83(1986)-  30 01 03.04686(N)    095 18 01.59068(W) AD(       ) 2
 BL1221  NAD 27      -  30 01 02.25637(N)    095 18 00.82796(W) AD(       ) 2
 BL1221  NGVD 29 (??/??/92)   29.445  (m)           96.60   (f) ADJ UNCH    2 0
 BL1221
 BL1221.Superseded values are not recommended for survey control.
 BL1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1221.See file dsdata.txt to determine how the superseded data were derived.
 BL1221
 BL1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7813622954(NAD 83)
 BL1221_MARKER: DD = SURVEY DISK
 BL1221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BL1221_STAMPING: PRIM TRAV STA NO 139 97 1915
 BL1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1221
 BL1221  HISTORY     - Date     Condition        Report By
 BL1221  HISTORY     - 1942     MONUMENTED       USGS
 BL1221  HISTORY     - 1968     GOOD             CGS
 BL1221  HISTORY     - 1968     GOOD             NGS
 BL1221  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 BL1221
 BL1221                          STATION DESCRIPTION
 BL1221
 BL1221'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (FBQ)
 BL1221'STATION IS LOCATED ABOUT 2.5 MILES WNW OF HUMBLE, ON LAND OWNED
 BL1221'BY DR. P.S. GRIFFITH AND OCCUPIED BY C. WOODYARD.  IT IS A
 BL1221'STANDARD U.S.G.S. MARK, A BRASS CAP ON A 3-INCH IRON PIPE
 BL1221'PROJECTING ABOUT 12 INCHES AND STAMPED PRIM TRAV STA 139.  IT
 BL1221'IS 5.328 METERS NW OF TRIANGULATION STATION GRIFFITH AND 3
 BL1221'FEET NW OF A TRIANGULAR-BLAZED 16-INCH PINE TREE.
 BL1221'
 BL1221'THE STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM TRIANGULATION
 BL1221'STATION GRIFFITH.
 BL1221'
 BL1221'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 BL1221'AND U.S. HIGHWAY 59 ABOUT 0.5 MILE W OF HUMBLE, GO W ON STATE
 BL1221'HIGHWAY 35 FOR 1.7 MILES TO A WHITE BOARD GATE ON THE RIGHT AND
 BL1221'A SIGN PEDDYPOINT FARM, TURN RIGHT THROUGH GATE AND FOLLOW
 BL1221'WOODS ROAD FOR 1.2 MILES TO THE STATION ON THE LEFT.
 BL1221
 BL1221                          STATION RECOVERY (1968)
 BL1221
 BL1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL1221'THE STATION MARK WAS RECOVERED.  AT THIS TIME THE MARK WAS
 BL1221'REINFORCED WITH CONCRETE.  DUE TO CHANGES IN THE ROUTE TO THE
 BL1221'STATION, FOLLOWING IS A NEW DESCRIPTION.
 BL1221'
 BL1221'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE
 BL1221'HOUSTON INTERCONTINENTAL AIRPORT, 2-1/2 MILES WEST-NORTHWEST
 BL1221'OF HUMBLE, 1 MILE NORTH OF FARM ROAD 1960 AND ON PROPERTY
 BL1221'OWNED BY AN ESTATE HEADED BY MR. EDGAR MONTEITH.
 BL1221'
 BL1221'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 BL1221'FARM ROAD 1960 IN THE WEST EDGE OF HUMBLE, GO WEST ON FARM ROAD
 BL1221'1960 FOR 1.7 MILES TO A LOCKED ALUMINUM GATE ON THE RIGHT AND
 BL1221'THE NUMBER 8427 ON THE WEST GATE POST.  TURN RIGHT, PASS
 BL1221'THROUGH THE GATE AND GO NORTH ON A DIRT ROAD FOR 0.25 MILE
 BL1221'TO A GAP IN AN EAST-WEST FENCE LINE.  CONTINUE NORTH ON THE
 BL1221'DIRT ROAD FOR 0.8 MILE TO A POWER LINE CROSSING.  CONTINUE
 BL1221'NORTH ON THE DIRT ROAD FOR 0.05 MILE TO THE STATION ON THE
 BL1221'LEFT.
 BL1221'
 BL1221'PRIMARY TRAVERSE STATION NO. 139 (USGS) 1942 IS A U.S. GEOLOGICAL
 BL1221'SURVEY TRAVERSE STATION STAMPED PRIM TRAV STA NO 139 97 1915,
 BL1221'IT IS A BRONZE CAP RIVETED TO THE TOP OF A 4-INCH IRON PIPE
 BL1221'WHICH PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 18.5 FEET
 BL1221'NORTH OF A METAL WITNESS POST.
 BL1221'
 BL1221'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BL1221'GRIFFITH 1942, THE DISTANCE BEING 17.48 FEET, 5.327 METERS.
 BL1221
 BL1221                          STATION RECOVERY (1968)
 BL1221
 BL1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BL1221'3.1 MI NW FROM HUMBLE.
 BL1221'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FARM ROAD 1960 IN
 BL1221'THE WEST EDGE OF HUMBLE, GO WEST ON FARM ROAD 1960 FOR 1.7 MILES TO A
 BL1221'LOCKED ALUMINUM GATE ON THE RIGHT AND THE NUMBER 8427 ON THE WEST GATE
 BL1221'POST.  TURN RIGHT, PASS THROUGH THE GATE AND GO NORTH ON A DIRT ROAD
 BL1221'FOR 0.25 MILE TO A GAP IN AN EAST-WEST FENCE LINE.  CONTINUE NORTH ON
 BL1221'THE DIRT ROAD FOR 0.8 MILE TO A POWER LINE CROSSING. CONTINUE NORTH ON
 BL1221'THE DIRT ROAD FOR 0.05 MILE TO THE STATION.  IT IS A BRONZE CAP
 BL1221'RIVETED TO THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 10 INCHES
 BL1221'ABOVE THE GROUND.  IT IS 18.5 FEET NORTH OF A METAL WITNESS POST.
 BL1221'NOTE-- THE POST OFFICE IN HUMBLE HAS BEEN MOVED.
 BL1221
 BL1221                          STATION RECOVERY (1996)
 BL1221
 BL1221'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6926 ***********************************************************************
 AW6926  DESIGNATION -  PTS 14
 AW6926  PID         -  AW6926
 AW6926  STATE/COUNTY-  TX/HARRIS
 AW6926  USGS QUAD   -  ALIEF (1995)
 AW6926
 AW6926                         *CURRENT SURVEY CONTROL
 AW6926  ___________________________________________________________________
 AW6926* NAD 83(1993)-  29 40 35.31238(N)    095 31 40.97116(W)     ADJUSTED  
 AW6926* NAVD 88     -        20.0    (meters)      66.     (feet)  VERTCON   
 AW6926  ___________________________________________________________________
 AW6926  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW6926  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6926
 AW6926  HORZ ORDER  -  FIRST
 AW6926
 AW6926.The horizontal coordinates were established by classical geodetic methods
 AW6926.and adjusted by the National Geodetic Survey in February 1996..
 AW6926
 AW6926.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6926
 AW6926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6926
 AW6926.The geoid height was determined by GEOID03.
 AW6926
 AW6926;                    North         East     Units Scale Factor Converg.
 AW6926;SPC TXSC     - 4,209,257.558   935,987.672   MT  0.99988095   +1 42 03.4
 AW6926;SPC TXSC     -13,809,872.50  3,070,819.55   sFT  0.99988095   +1 42 03.4
 AW6926;UTM  15      - 3,285,610.459   255,347.915   MT  1.00033858   -1 15 08.2
 AW6926
 AW6926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6926!SPC TXSC     -   1.00000116  x   0.99988095  =   0.99988211
 AW6926!UTM  15      -   1.00000116  x   1.00033858  =   1.00033974
 AW6926
 AW6926:                Primary Azimuth Mark                     Grid Az
 AW6926:SPC TXSC     -  BELLAIRE MUNICIPAL TANK                  061 52 16.2
 AW6926:UTM  15      -  BELLAIRE MUNICIPAL TANK                  064 49 27.8
 AW6926
 AW6926|---------------------------------------------------------------------|
 AW6926| PID    Reference Object                     Distance      Geod. Az  |
 AW6926|                                                           dddmmss.s |
 AW6926| AW6580 BELLAIRE MUNICIPAL TANK             APPROX. 6.4 KM 0633419.6 |
 AW6926| CV6686 PTS 14 RM 1                          24.542 METERS 07741     |
 AW6926| AW6578 HOUSTON BROCKSTEIN INC TANK         APPROX. 8.4 KM 1000927.8 |
 AW6926| CV6687 PTS 14 RM 2                          31.579 METERS 20914     |
 AW6926| CV6688 PTS 14 RM 3                          23.639 METERS 21227     |
 AW6926| CV6685 PTS 14 AZ MK                                       2690354.7 |
 AW6926| AW6934 HOUSTON WESTWOOD CC TANK            APPROX. 2.0 KM 2984136.2 |
 AW6926|---------------------------------------------------------------------|
 AW6926
 AW6926                          SUPERSEDED SURVEY CONTROL
 AW6926
 AW6926  NAD 83(1986)-  29 40 35.32648(N)    095 31 40.95286(W) AD(       ) 1
 AW6926  NAD 27      -  29 40 34.49310(N)    095 31 40.15775(W) AD(       ) 1
 AW6926  NGVD 29 (07/19/86)   20.0    (m)           66.     (f) VERT ANG       
 AW6926
 AW6926.Superseded values are not recommended for survey control.
 AW6926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6926.See file dsdata.txt to determine how the superseded data were derived.
 AW6926
 AW6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5534885610(NAD 83)
 AW6926_MARKER: DS = TRIANGULATION STATION DISK
 AW6926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6926
 AW6926  HISTORY     - Date     Condition        Report By
 AW6926  HISTORY     - 1942     MONUMENTED       CGS
 AW6926  HISTORY     - 1951     GOOD             CGS
 AW6926  HISTORY     - 1968     GOOD             CGS
 AW6926  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW6926
 AW6926                          STATION DESCRIPTION
 AW6926
 AW6926'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6926'STATION IS ABOUT 4 MILES SW OF BELLAIRE IN THE SE CORNER
 AW6926'OF THE INTERSECTION OF RICHMOND ROAD (MACADAM) AND RICEVILLE
 AW6926'SCHOOL ROAD (GRAVEL).  IT IS 88 FEET SE OF THE CENTER OF THE
 AW6926'ROAD INTERSECTION, 85 FEET E OF THE CENTER LINE OF THE RICEVILLE
 AW6926'SCHOOL ROAD, 72 FEET S OF THE CENTER LINE OF RICHMOND ROAD,
 AW6926'AND 4.4 FEET E OF A WHITE REFERENCE POST.
 AW6926'
 AW6926'STATION MARK IS A STANDARD U.S.G.S. DISK ON AN IRON PIPE
 AW6926'AND PROJECTS 12 INCHES.  IT IS STAMPED PRIM TRAV STA NO 14
 AW6926'ELEV. 67 FT.
 AW6926'
 AW6926'REFERENCE AND AZIMUTH MARKS ARE STANDARD U.S.C. AND G.S.
 AW6926'BRONZE DISKS SET IN CONCRETE.
 AW6926'
 AW6926'REFERENCE MARK NO. 1 IS ENE OF THE STATION, ABOUT 80 FEET
 AW6926'S OF RICHMOND ROAD, AND 15 FEET NE OF AN 8-INCH BIRCH TREE.
 AW6926'IT IS STAMPED PT 14 (USGS) NO. 1 1942 AND PROJECTS 8 INCHES.
 AW6926'
 AW6926'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 27 FEET E OF THE
 AW6926'CENTER LINE OF RICEVILLE SCHOOL ROAD, AND 19 FEET N OF THE
 AW6926'CENTER OF A WIRE GATE.  IT IS STAMPED PT 14 (USGS) NO. 2
 AW6926'1942 AND PROJECTS 3 INCHES.
 AW6926'
 AW6926'THE AZIMUTH MARK IS W OF THE STATION, 43 FEET SE OF THE SE
 AW6926'CORNER OF A SMALL WHITE HOUSE, 37 FEET N OF THE CENTER LINE
 AW6926'OF RICHMOND ROAD, 3 FEET SW OF A WHITE REFERENCE POST, 3 FEET
 AW6926'E OF A TELEPHONE POLE, AND 2 FEET S OF A FENCE LINE.  IT IS
 AW6926'STAMPED PT 14 (USGS) 1942 AND PROJECTS 4 INCHES.
 AW6926'
 AW6926'A 77-FOOT SIGNAL AT BELLAIRE IS VISIBLE AT 64 FEET.
 AW6926'
 AW6926'A 77-FOOT SIGNAL AT BUELL IS VISIBLE AT 50 FEET.
 AW6926'
 AW6926'A 90-FOOT SIGNAL AT SUGARLAND IS VISIBLE AT 64 FEET.
 AW6926'
 AW6926'A 77-FOOT SIGNAL AT LIESTMAN IS VISIBLE AT 64 FEET.
 AW6926
 AW6926                          STATION RECOVERY (1951)
 AW6926
 AW6926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 AW6926'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD
 AW6926'CONDITION AS DESCRIBED.
 AW6926
 AW6926                          STATION RECOVERY (1968)
 AW6926
 AW6926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6926'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 AW6926'CONDITION.  THE MONUMENT THAT HELD REFERENCE MARK 2 WAS
 AW6926'FOUND IN ABOUT IS ORIGINAL POSITION, 12 INCHES BELOW THE GROUND
 AW6926'SURFACE.  THE MONUMENT APPEARED TO HAVE BEEN BROKEN OFF AND THE
 AW6926'DISK WAS NOT FOUND.  REFERENCE MARK 3 WAS ESTABLISHED AT
 AW6926'THIS TIME.  THE AZIMUTH MARK WAS FOUND LEANING SLIGHTLY
 AW6926'TO THE EAST, BUT OTHERWISE IN GOOD CONDITION.  THE HORIZONTAL
 AW6926'DIRECTION DID NOT CHECK WITH THE 1942 DATA.  A NEW DESCRIPTION
 AW6926'FOLLOWS.
 AW6926'
 AW6926'THE STATION IS LOCATED ON THE PROPERTY OF MRS. U.M. HARRISON,
 AW6926'ABOUT 10-1/2 MILES WEST AND 5-3/4 MILES SOUTH OF THE CENTER
 AW6926'OF HOUSTON, 4 MILES SOUTHWEST OF BELLAIRE AND IN THE SOUTHEAST
 AW6926'ANGLE OF THE INTERSECTION OF GESSNER DRIVE, RICEVILLE SCHOOL
 AW6926'ROAD AND BISSONNET STREET (BISSONNET STREET CHANGES TO BISSONNET
 AW6926'ROAD JUST WEST OF THE STATION SITE).
 AW6926'
 AW6926'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 AW6926'PRIM TRAV STA NO 14 ELEV 67 FT., BRADED ONTO A 3-INCH IRON
 AW6926'PIPE WHICH PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS 99 FEET
 AW6926'NORTH OF THE CENTER OF A DRIVEWAY, 96 FEET SOUTHEAST OF THE
 AW6926'INTERSECTION OF GESSNER DRIVE AND BISSONNET STREET, 77.6
 AW6926'FEET NORTHEAST OF THE NORTH END OF A BRICK WALL AND 39 FEET
 AW6926'SOUTHEAST OF POWER LINE POLE NUMBER 26305.
 AW6926'
 AW6926'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PT 14 USGS NO 1
 AW6926'1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW6926'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 4.3 FEET
 AW6926'SOUTHWEST OF A 10-INCH TREE WITH A TRIANGLE BLAZE AND 1.5
 AW6926'FEET NORTH OF A METAL WITNESS POST.
 AW6926'
 AW6926'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PT 14 USGS 1942
 AW6926'NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW6926'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 40 FEET EAST
 AW6926'OF THE CENTER OF RICEVILLE SCHOOL ROAD, 40 FEET NORTH OF
 AW6926'THE CENTER OF THE DRIVEWAY, 35 FEET NORTHWEST OF A POWER LINE
 AW6926'POLE AND 1.2 FEET EAST OF THE NORTH END OF THE BRICK WALL.
 AW6926'
 AW6926'R.M. 1 TO R.M. 3 = 145.92 FEET, (44.476 M).
 AW6926'
 AW6926'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PT 14 USGS 1942,
 AW6926'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW6926'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 60 FEET WEST OF A
 AW6926'PROJECTED PLANE OF THE WEST FACE OF THE WEATHER WISE CO.
 AW6926'BUILDING AT 8930 BISSONNET ROAD, 55 FEET WEST OF A POWER LINE
 AW6926'POLE, 37 FEET NORTH OF THE CENTER OF BISSONNET ROAD AND 1.4
 AW6926'FEET NORTH OF A METAL WITNESS POST,
 AW6926'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 AW6926'BISSONNET ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 AW6926'
 AW6926'5033 0511 (HCS) IS A HOUSTON CITY SURVEY TRIANGULATION STATION
 AW6926'BRONZE DISK STAMPED 5033 0511, SET IN THE TOP OF A 9-INCH CYLINDRICAL
 AW6926'CONCRETE MONUMENT WHICH IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS
 AW6926'118 FEET WEST-NORTHWEST OF THE INTERSECTION OF BRAES CREEK AND S
 AW6926'BRAESWOOD, 79 FEET NORTH OF THE NORTHWEST CORNER OF HOUSE NUMBER
 AW6926'8403, 15.6 FEET NORTH OF THE CENTER OF S BRAESWOOD AND 3.6 FEET NORTH
 AW6926'OF THE NORTH EDGE OF PAVEMENT.
 AW6926'
 AW6926'TO REACH 5033 0511 (HCS) FROM THE STATION, GO SOUTH ON RICEVILLE
 AW6926'SCHOOL ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON S
 AW6926'BRAESWOOD AND GO EAST FOR 0.15 MILE TO THE MARD ON THE LEFT, JUST
 AW6926'BEFORE REACHING BAES CREEK ON THE RIGHT.
 AW6926
 AW6926                          STATION RECOVERY (1995)
 AW6926
 AW6926'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0534 ***********************************************************************
 BL0534  DESIGNATION -  PTS 14 M
 BL0534  PID         -  BL0534
 BL0534  STATE/COUNTY-  TX/POLK
 BL0534  USGS QUAD   -  CORRIGAN (1984)
 BL0534
 BL0534                         *CURRENT SURVEY CONTROL
 BL0534  ___________________________________________________________________
 BL0534* NAD 83(1986)-  30 53 03.     (N)    094 51 51.     (W)     SCALED    
 BL0534* NAVD 88     -        69.65   (+/-2cm)     228.5    (feet)  VERTCON   
 BL0534  ___________________________________________________________________
 BL0534  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0534
 BL0534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0534
 BL0534.The horizontal coordinates were scaled from a topographic map and have
 BL0534.an estimated accuracy of +/- 6 seconds.
 BL0534
 BL0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0534.The vertical order pertains to the NGVD 29 superseded value.
 BL0534
 BL0534.The geoid height was determined by GEOID03.
 BL0534
 BL0534;                    North         East    Units  Estimated Accuracy
 BL0534;SPC TX C     - 3,147,820.    1,222,690.      MT  (+/- 180 meters Scaled)
 BL0534
 BL0534                          SUPERSEDED SURVEY CONTROL
 BL0534
 BL0534  NGVD 29 (??/??/92)   69.662  (m)          228.55   (f) ADJ UNCH    2 0
 BL0534
 BL0534.Superseded values are not recommended for survey control.
 BL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0534.See file dsdata.txt to determine how the superseded data were derived.
 BL0534
 BL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ218182(NAD 83)
 BL0534_MARKER: DD = SURVEY DISK
 BL0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0534_STAMPING: 228.654 P T STA 14 M 1926
 BL0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0534+STABILITY: SURFACE MOTION
 BL0534
 BL0534  HISTORY     - Date     Condition        Report By
 BL0534  HISTORY     - 1926     MONUMENTED       USGS
 BL0534  HISTORY     - 1943     GOOD             NGS
 BL0534  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0534
 BL0534                          STATION DESCRIPTION
 BL0534
 BL0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BL0534'3.3 MI SW FROM MOSCOW.
 BL0534'3.3 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0534'MOSCOW, POLK COUNTY, 280 FEET SOUTH OF THE STATION SIGN AT BERING, AT
 BL0534'MILEAGE 84.24, 60 FEET NORTHWEST OF A ROAD CROSSING, AND 40 FEET WEST
 BL0534'OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 BL0534'STANDARD DISK, STAMPED 228.654 P T STA 14 M 1926 AND SET IN THE TOP OF
 BL0534'A CONCRETE POST.
 BL0534
 BL0534                          STATION RECOVERY (1990)
 BL0534
 BL0534'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0316 ***********************************************************************
 CR0316  DESIGNATION -  PTS 14 USGS
 CR0316  PID         -  CR0316
 CR0316  STATE/COUNTY-  TX/SMITH
 CR0316  USGS QUAD   -  LINDALE (1981)
 CR0316
 CR0316                         *CURRENT SURVEY CONTROL
 CR0316  ___________________________________________________________________
 CR0316* NAD 83(1986)-  32 36 21.     (N)    095 26 53.     (W)     SCALED    
 CR0316* NAVD 88     -        99.921  (meters)     327.82   (feet)  ADJUSTED  
 CR0316  ___________________________________________________________________
 CR0316  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CR0316  DYNAMIC HT  -          99.808 (meters)     327.45  (feet)  COMP
 CR0316  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 CR0316
 CR0316  VERT ORDER  -  FIRST     CLASS II
 CR0316
 CR0316.The horizontal coordinates were scaled from a topographic map and have
 CR0316.an estimated accuracy of +/- 6 seconds.
 CR0316
 CR0316.The orthometric height was determined by differential leveling
 CR0316.and adjusted by the National Geodetic Survey in June 1991..
 CR0316.WARNING-Repeat measurements at this control monument indicate possible
 CR0316.vertical movement.
 CR0316
 CR0316.The geoid height was determined by GEOID03.
 CR0316
 CR0316.The dynamic height is computed by dividing the NAVD 88
 CR0316.geopotential number by the normal gravity value computed on the
 CR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0316.degrees latitude (g = 980.6199 gals.).
 CR0316
 CR0316.The modeled gravity was interpolated from observed gravity values.
 CR0316
 CR0316;                    North         East    Units  Estimated Accuracy
 CR0316;SPC TXNC     - 2,108,310.      886,410.      MT  (+/- 180 meters Scaled)
 CR0316
 CR0316                          SUPERSEDED SURVEY CONTROL
 CR0316
 CR0316  NGVD 29 (??/??/92)   99.951  (m)          327.92   (f) ADJ UNCH    1 2
 CR0316
 CR0316.Superseded values are not recommended for survey control.
 CR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0316.See file dsdata.txt to determine how the superseded data were derived.
 CR0316
 CR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS702102(NAD 83)
 CR0316_MARKER: P = PIPE CAP
 CR0316_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0316_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0316_STAMPING: PRIM TRAV STA NO 14 327.841 1915
 CR0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0316
 CR0316  HISTORY     - Date     Condition        Report By
 CR0316  HISTORY     - 1915     MONUMENTED       USGS
 CR0316  HISTORY     - 1959     GOOD             NGS
 CR0316
 CR0316                          STATION DESCRIPTION
 CR0316
 CR0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0316'4.9 MI S FROM MINEOLA.
 CR0316'ABOUT 4.9 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0316'FROM THE TEXAS AND PACIFIC RAILROAD STATION AT MINEOLA, 52 FEET
 CR0316'NORTH-NORTHEAST OF THE 6TH POLE SOUTHEAST OF POLE 39/20, 73.7 FEET
 CR0316'NORTHEAST OF THE NORTHEAST RAIL, 159 FEET SOUTH-SOUTHEAST OF THE EAST
 CR0316'CORNER OF THE TRESTLE AT THE SOUTH APPROACH TO THE SABINE RIVER
 CR0316'BRIDGE, 2 FEET SOUTHWEST OF THE NORTHEAST RAILROAD RIGHT-OF-WAY FENCE,
 CR0316'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 3
 CR0316'1/2-INCH IRON PIPE PROJECTING 1 FOOT.  NOTE-- TREE MARK AEA IS 88 FEET
 CR0316'SOUTHEAST OF THIS MARK IN THE NORTH ROOT OF A 15-INCH OAK TREE WHICH
 CR0316'IS ON THE SOUTH SIDE OF A GATE AND ABOUT 3 FEET SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0322 ***********************************************************************
 BN0322  DESIGNATION -  PTS 14 USGS
 BN0322  PID         -  BN0322
 BN0322  STATE/COUNTY-  TX/KIMBLE
 BN0322  USGS QUAD   -  TELEGRAPH (1974)
 BN0322
 BN0322                         *CURRENT SURVEY CONTROL
 BN0322  ___________________________________________________________________
 BN0322* NAD 83(1986)-  30 19 38.     (N)    099 54 25.     (W)     SCALED    
 BN0322* NAVD 88     -       566.767  (meters)    1859.47   (feet)  ADJUSTED  
 BN0322  ___________________________________________________________________
 BN0322  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0322  DYNAMIC HT  -         565.952 (meters)    1856.79  (feet)  COMP
 BN0322  MODELED GRAV-     979,186.7   (mgal)                       NAVD 88
 BN0322
 BN0322  VERT ORDER  -  FIRST     CLASS II
 BN0322
 BN0322.The horizontal coordinates were scaled from a topographic map and have
 BN0322.an estimated accuracy of +/- 6 seconds.
 BN0322
 BN0322.The orthometric height was determined by differential leveling
 BN0322.and adjusted by the National Geodetic Survey in June 1991..
 BN0322
 BN0322.The geoid height was determined by GEOID03.
 BN0322
 BN0322.The dynamic height is computed by dividing the NAVD 88
 BN0322.geopotential number by the normal gravity value computed on the
 BN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0322.degrees latitude (g = 980.6199 gals.).
 BN0322
 BN0322.The modeled gravity was interpolated from observed gravity values.
 BN0322
 BN0322;                    North         East    Units  Estimated Accuracy
 BN0322;SPC TX C     - 3,073,310.      741,000.      MT  (+/- 180 meters Scaled)
 BN0322
 BN0322                          SUPERSEDED SURVEY CONTROL
 BN0322
 BN0322.No superseded survey control is available for this station.
 BN0322
 BN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU128553(NAD 83)
 BN0322_MARKER: DD = SURVEY DISK
 BN0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0322_STAMPING: 1859.379 PTS NO 14 TEX 1925 H 89 1924
 BN0322_MARK LOGO: USGS  
 BN0322_PROJECTION: RECESSED 30 CENTIMETERS
 BN0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0322+STABILITY: SURFACE MOTION
 BN0322
 BN0322  HISTORY     - Date     Condition        Report By
 BN0322  HISTORY     - 1924     MONUMENTED       USGS
 BN0322  HISTORY     - 1931     GOOD             NGS
 BN0322  HISTORY     - 1935     GOOD             NGS
 BN0322  HISTORY     - 1982     GOOD             NGS
 BN0322  HISTORY     - 19981121 GOOD             USPSQD
 BN0322
 BN0322                          STATION DESCRIPTION
 BN0322
 BN0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0322'IN TELEGRAPH.
 BN0322'AT TELEGRAPH, KIMBLE COUNTY, ON STATE HIGHWAY 29, 500 FEET SOUTH OF
 BN0322'THE POST OFFICE, 35 FEET WEST OF THE HIGHWAY, AND 10 FEET SOUTHEAST OF
 BN0322'A BUMPER GATE, A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 BN0322'1859.379 P T S NO 14 TEX 1925 H 89 1924 AND SET IN THE TOP OF A
 BN0322'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 BN0322
 BN0322                          STATION RECOVERY (1935)
 BN0322
 BN0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0322'RECOVERED IN GOOD CONDITION.
 BN0322
 BN0322                          STATION RECOVERY (1982)
 BN0322
 BN0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0322'25.0 KM (15.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS JUNCTION
 BN0322'WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, 0.2 KM (0.1 MI) SOUTH OF
 BN0322'THE STORE AT TELEGRAPH, 21.5 METERS (70.5 FT) EAST OF THE CENTERLINE
 BN0322'OF THE HIGHWAY, 16.2 METERS (53.1 FT) NORTH-NORTHWEST OF THE NORTH
 BN0322'POST OF A CATTLE GUARD, 15.7 METERS (51.5 FT) EAST OF AN INFORMATION
 BN0322'SIGN (TELEGRAPH) AND 9.6 METERS (31.5 FT) WEST OF THE CENTER OF A
 BN0322'GRAVELED ROAD.
 BN0322'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 BN0322'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BN0322
 BN0322                          STATION RECOVERY (1998)
 BN0322
 BN0322'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3120 ***********************************************************************
 CS3120  DESIGNATION -  PTS 14 Y USGS 1946
 CS3120  PID         -  CS3120
 CS3120  STATE/COUNTY-  TX/HOOD
 CS3120  USGS QUAD   -  ACTON (1979)
 CS3120
 CS3120                         *CURRENT SURVEY CONTROL
 CS3120  ___________________________________________________________________
 CS3120* NAD 83(1993)-  32 29 49.05953(N)    097 39 55.48310(W)     ADJUSTED  
 CS3120* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 CS3120  ___________________________________________________________________
 CS3120  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 CS3120  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CS3120
 CS3120  HORZ ORDER  -  SECOND
 CS3120
 CS3120.The horizontal coordinates were established by classical geodetic methods
 CS3120.and adjusted by the National Geodetic Survey in February 1996..
 CS3120
 CS3120.The orthometric height was scaled from a topographic map.
 CS3120
 CS3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3120
 CS3120.The geoid height was determined by GEOID03.
 CS3120
 CS3120;                    North         East     Units Scale Factor Converg.
 CS3120;SPC TXNC     - 2,092,383.558   678,427.351   MT  0.99991916   +0 27 18.6
 CS3120;SPC TXNC     - 6,864,761.72  2,225,807.07   sFT  0.99991916   +0 27 18.6
 CS3120;UTM  14      - 3,596,306.834   625,379.138   MT  0.99979385   +0 43 01.6
 CS3120
 CS3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3120!SPC TXNC     -   0.99995919  x   0.99991916  =   0.99987835
 CS3120!UTM  14      -   0.99995919  x   0.99979385  =   0.99975305
 CS3120
 CS3120                          SUPERSEDED SURVEY CONTROL
 CS3120
 CS3120  NAD 83(1986)-  32 29 49.06288(N)    097 39 55.46402(W) AD(       ) 2
 CS3120  NAD 27      -  32 29 48.56600(N)    097 39 54.37400(W) AD(       ) 2
 CS3120
 CS3120.Superseded values are not recommended for survey control.
 CS3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3120.See file dsdata.txt to determine how the superseded data were derived.
 CS3120
 CS3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA2537996307(NAD 83)
 CS3120_MARKER: DD = SURVEY DISK
 CS3120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS3120_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CS3120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS3120
 CS3120  HISTORY     - Date     Condition        Report By
 CS3120  HISTORY     - 1946     MONUMENTED       USGS
 CS3120  HISTORY     - 1951     GOOD             CGS
 CS3120
 CS3120                          STATION DESCRIPTION
 CS3120
 CS3120'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RAM)
 CS3120'LOCATED ABOUT 4 MILES SW OF CRESSON.  IT IS 32 FEET S OF THE
 CS3120'APPROXIMATE CENTER LINE OF THE OLD UNUSED U.S. HIGHWAY 377 AND
 CS3120'2-1/2 FEET S OF AN E-W FENCE LINE.  IT IS 276.108 METERS
 CS3120'SE OF TRIANGULATION STATION BURNETT.  A TRAVERSE CONNECTION
 CS3120'WAS MADE FROM TRIANGULATION STATION BURNETT TO U.S.G.S. BENCH
 CS3120'MARK 14Y.  THE MARK IS A 6-INCH STOVEPIPE FILLED WITH CONCRETE
 CS3120'WITH A STANDARD U.S.G.S. DISK SET IN THE TOP.  THE MARK
 CS3120'PROJECTS 12 INCHES AND THE DISK IS STAMPED PRIMARY TRAVERSE
 CS3120'STATION 14Y.
 CS3120'
 CS3120'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377 AND
 CS3120'STATE HIGHWAY 171 IN THE SMALL VILLAGE OF CRESSON, GO SW
 CS3120'ON U.S. HIGHWAY 377 FOR 0.9 MILE TO A T-ROAD RIGHT, TURN
 CS3120'RIGHT AND GO 3 MILES TO THE STATION ON RIGHT AS DESCRIBED.
 CS3120
 CS3120                          STATION RECOVERY (1951)
 CS3120
 CS3120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3120'THIS TRAVERSE STATION WAS RECOVERED IN GOOD CONDITION AS
 CS3120'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6630 ***********************************************************************
 AW6630  DESIGNATION -  PTS 140 USGS 1942
 AW6630  PID         -  AW6630
 AW6630  STATE/COUNTY-  TX/HARRIS
 AW6630  USGS QUAD   -  HUMBLE (1995)
 AW6630
 AW6630                         *CURRENT SURVEY CONTROL
 AW6630  ___________________________________________________________________
 AW6630* NAD 83(1993)-  29 58 38.69170(N)    095 15 41.53826(W)     ADJUSTED  
 AW6630* NAVD 88     -        25.58   (+/-2cm)      83.9    (feet)  VERTCON   
 AW6630  ___________________________________________________________________
 AW6630  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AW6630  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW6630
 AW6630  HORZ ORDER  -  SECOND
 AW6630  VERT ORDER  -  THIRD ? (See Below)
 AW6630
 AW6630.The horizontal coordinates were established by classical geodetic methods
 AW6630.and adjusted by the National Geodetic Survey in February 1996..
 AW6630
 AW6630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6630.The vertical order pertains to the NGVD 29 superseded value.
 AW6630
 AW6630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6630
 AW6630.The geoid height was determined by GEOID03.
 AW6630
 AW6630;                    North         East     Units Scale Factor Converg.
 AW6630;SPC TXSC     - 4,243,391.162   960,703.749   MT  0.99992594   +1 49 53.5
 AW6630;SPC TXSC     -13,921,859.17  3,151,908.88   sFT  0.99992594   +1 49 53.5
 AW6630;UTM  15      - 3,318,435.061   281,801.903   MT  1.00018744   -1 07 49.6
 AW6630
 AW6630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6630!SPC TXSC     -   1.00000030  x   0.99992594  =   0.99992624
 AW6630!UTM  15      -   1.00000030  x   1.00018744  =   1.00018774
 AW6630
 AW6630                          SUPERSEDED SURVEY CONTROL
 AW6630
 AW6630  NAD 83(1986)-  29 58 38.70673(N)    095 15 41.52017(W) AD(       ) 2
 AW6630  NAD 27      -  29 58 37.91238(N)    095 15 40.75965(W) AD(       ) 2
 AW6630  NGVD 29 (07/19/86)   25.58   (m)           83.9    (f) LEVELING    3  
 AW6630
 AW6630.Superseded values are not recommended for survey control.
 AW6630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6630.See file dsdata.txt to determine how the superseded data were derived.
 AW6630
 AW6630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8180218435(NAD 83)
 AW6630_MARKER: P = PIPE CAP
 AW6630_SETTING: 0 = UNSPECIFIED SETTING
 AW6630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6630+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW6630
 AW6630  HISTORY     - Date     Condition        Report By
 AW6630  HISTORY     - 1942     MONUMENTED       USGS
 AW6630  HISTORY     - 20040330 GOOD             USPSQD
 AW6630  HISTORY     - 20051015 GOOD             USPSQD
 AW6630
 AW6630                          STATION DESCRIPTION
 AW6630
 AW6630'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (FBQ)
 AW6630'STATION IS 1.3 MILES S OF HUMBLE, ON THE W SIDE OF THE OLD
 AW6630'HUMBLE-HOUSTON HIGHWAY AND ON THE PROPERTY OF THE BENDER
 AW6630'ESTATE.  IT IS ABOUT 80 FEET NW OF POWER POLE NO. 55, 34
 AW6630'FEET W OF THE CENTER LINE OF THE OLD HIGHWAY, 10 FEET S OF
 AW6630'A TRIANGULAR-BLAZED TREE, AND 8 FEET W OF THE W RIGHT-OF-WAY
 AW6630'FENCE.  IT IS A U.S.G.S. AND HARRIS COUNTY BRASS CAP SET
 AW6630'ON A 4-INCH CAST-IRON PIPE WHICH PROJECTS 9 INCHES.  IT IS
 AW6630'STAMPED PRIM TRAV STA NO 140 1915 AND ALSO WITH AN ELEVATION
 AW6630'OF 84 FEET.
 AW6630'
 AW6630'IT WAS LOCATED BY TRAVERSE FROM STATION BENDER AND IS 7.678
 AW6630'METERS, 25.19 FEET, NE OF THAT STATION.
 AW6630
 AW6630                          STATION RECOVERY (2004)
 AW6630
 AW6630'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW6630'RECOVERED IN GOOD CONDITION.
 AW6630
 AW6630                          STATION RECOVERY (2005)
 AW6630
 AW6630'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6630'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1238 ***********************************************************************
 BL1238  DESIGNATION -  PTS 145
 BL1238  PID         -  BL1238
 BL1238  STATE/COUNTY-  TX/HARRIS
 BL1238  USGS QUAD   -  HUFFMAN (1980)
 BL1238
 BL1238                         *CURRENT SURVEY CONTROL
 BL1238  ___________________________________________________________________
 BL1238* NAD 83(1993)-  30 00 15.75577(N)    095 05 35.03022(W)     ADJUSTED  
 BL1238* NAVD 88     -        21.46   (+/-2cm)      70.4    (feet)  VERTCON   
 BL1238  ___________________________________________________________________
 BL1238  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BL1238  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1238
 BL1238  HORZ ORDER  -  SECOND
 BL1238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1238
 BL1238.The horizontal coordinates were established by classical geodetic methods
 BL1238.and adjusted by the National Geodetic Survey in February 1996..
 BL1238
 BL1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1238.The vertical order pertains to the NGVD 29 superseded value.
 BL1238
 BL1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1238
 BL1238.The geoid height was determined by GEOID03.
 BL1238
 BL1238;                    North         East     Units Scale Factor Converg.
 BL1238;SPC TXSC     - 4,246,909.426   976,853.192   MT  0.99993132   +1 54 50.6
 BL1238;SPC TXSC     -13,933,402.01  3,204,892.51   sFT  0.99993132   +1 54 50.6
 BL1238;UTM  15      - 3,321,114.835   298,115.073   MT  1.00010288   -1 02 49.3
 BL1238
 BL1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1238!SPC TXSC     -   1.00000094  x   0.99993132  =   0.99993226
 BL1238!UTM  15      -   1.00000094  x   1.00010288  =   1.00010382
 BL1238
 BL1238                          SUPERSEDED SURVEY CONTROL
 BL1238
 BL1238  NAD 83(1986)-  30 00 15.77135(N)    095 05 35.01213(W) AD(       ) 2
 BL1238  NAD 27      -  30 00 14.98234(N)    095 05 34.26894(W) AD(       ) 2
 BL1238  NGVD 29 (??/??/92)   21.460  (m)           70.41   (f) ADJ UNCH    2 0
 BL1238
 BL1238.Superseded values are not recommended for survey control.
 BL1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1238.See file dsdata.txt to determine how the superseded data were derived.
 BL1238
 BL1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9811521115(NAD 83)
 BL1238_MARKER: P = PIPE CAP
 BL1238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1238_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BL1238_STAMPING: PRIM TRAV STA NO 145 71 1915
 BL1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1238
 BL1238  HISTORY     - Date     Condition        Report By
 BL1238  HISTORY     - 1952     MONUMENTED       USGS
 BL1238  HISTORY     - 1954     GOOD             NGS
 BL1238  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1238  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 BL1238
 BL1238                          STATION DESCRIPTION
 BL1238
 BL1238'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BL1238'THE STATION IS LOCATED ABOUT 12.5 MILES WEST-SOUTHWEST OF
 BL1238'DAYTON AND 6.75 MILES NORTH-NORTHWEST OF CROSBY.
 BL1238'
 BL1238'A U.S. GEOLOGICAL SURVEY MARK WAS USED FOR REFERENCE MARK
 BL1238'NO. 2.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY MARK RIVETED
 BL1238'ON THE TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED PRIM TRAV STA
 BL1238'NO 145 1915 AND PROJECTS 12 INCHES.
 BL1238
 BL1238                          STATION RECOVERY (1954)
 BL1238
 BL1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1238'1.6 MI S FROM HUFFMAN.
 BL1238'1.6 MILES SOUTH ALONG AN OILED ROAD FROM THE SCHOOLHOUSE AT HUFFMAN,
 BL1238'43 FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD LEADING EAST, 40
 BL1238'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH OILED ROAD, 8 FEET
 BL1238'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 1 FOOT EAST OF A
 BL1238'WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.2
 BL1238'FEET ABOVE THE GROUND.
 BL1238
 BL1238                          STATION RECOVERY (1973)
 BL1238
 BL1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1238'MARK NOT FOUND.
 BL1238
 BL1238                          STATION RECOVERY (1997)
 BL1238
 BL1238'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3443 ***********************************************************************
 AW3443  DESIGNATION -  PTS 146
 AW3443  PID         -  AW3443
 AW3443  STATE/COUNTY-  TX/HARRIS
 AW3443  USGS QUAD   -  CROSBY (1982)
 AW3443
 AW3443                         *CURRENT SURVEY CONTROL
 AW3443  ___________________________________________________________________
 AW3443* NAD 83(1986)-  29 58 10.     (N)    095 05 09.     (W)     SCALED    
 AW3443* NAVD 88     -        18.38   (+/-2cm)      60.3    (feet)  VERTCON   
 AW3443  ___________________________________________________________________
 AW3443  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW3443
 AW3443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3443
 AW3443.The horizontal coordinates were scaled from a topographic map and have
 AW3443.an estimated accuracy of +/- 6 seconds.
 AW3443
 AW3443.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3443.The vertical order pertains to the NGVD 29 superseded value.
 AW3443
 AW3443.The geoid height was determined by GEOID03.
 AW3443
 AW3443;                    North         East    Units  Estimated Accuracy
 AW3443;SPC TXSC     - 4,243,060.      977,680.      MT  (+/- 180 meters Scaled)
 AW3443
 AW3443                          SUPERSEDED SURVEY CONTROL
 AW3443
 AW3443  NGVD 29 (??/??/92)   18.376  (m)           60.29   (f) ADJ UNCH    2 0
 AW3443
 AW3443.Superseded values are not recommended for survey control.
 AW3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3443.See file dsdata.txt to determine how the superseded data were derived.
 AW3443
 AW3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP987172(NAD 83)
 AW3443_MARKER: P = PIPE CAP
 AW3443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW3443_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW3443_STAMPING: PRIM TRAV STA NO 146 61 1915
 AW3443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3443
 AW3443  HISTORY     - Date     Condition        Report By
 AW3443  HISTORY     - 1915     MONUMENTED       USGS
 AW3443  HISTORY     - 1954     GOOD             NGS
 AW3443  HISTORY     - 1956     GOOD             NGS
 AW3443  HISTORY     - 19940111 MARK NOT FOUND   USPSQD
 AW3443
 AW3443                          STATION DESCRIPTION
 AW3443
 AW3443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3443'4.3 MI N FROM CROSBY.
 AW3443'4.3 MILES NORTH ALONG AN OILED ROAD FROM THE POST OFFICE AT CROSBY, 52
 AW3443'FEET SOUTH OF THE CENTER LINE OF A SHELL ROAD LEADING EAST, 46 FEET
 AW3443'EAST OF THE CENTER LINE OF AN OILED ROAD, 22 FEET SOUTH OF A POWER
 AW3443'POLE, 6.6 FEET EAST OF A FENCE, 3.1 FEET SOUTH OF A WITNESS POST,
 AW3443'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.8 FOOT
 AW3443'ABOVE THE GROUND.
 AW3443
 AW3443                          STATION RECOVERY (1956)
 AW3443
 AW3443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AW3443'RECOVERED IN GOOD CONDITION.
 AW3443
 AW3443                          STATION RECOVERY (1994)
 AW3443
 AW3443'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0849 ***********************************************************************
 AW0849  DESIGNATION -  PTS 147 RESET
 AW0849  PID         -  AW0849
 AW0849  STATE/COUNTY-  TX/HARRIS
 AW0849  USGS QUAD   -  CROSBY (1982)
 AW0849
 AW0849                         *CURRENT SURVEY CONTROL
 AW0849  ___________________________________________________________________
 AW0849* NAD 83(1986)-  29 55 55.     (N)    095 04 22.     (W)     SCALED    
 AW0849* NAVD 88     -        15.239  (meters)      50.00   (feet)  ADJUSTED  
 AW0849  ___________________________________________________________________
 AW0849  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW0849  DYNAMIC HT  -          15.218 (meters)      49.93  (feet)  COMP
 AW0849  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 AW0849
 AW0849  VERT ORDER  -  FIRST     CLASS II
 AW0849
 AW0849.The horizontal coordinates were scaled from a topographic map and have
 AW0849.an estimated accuracy of +/- 6 seconds.
 AW0849
 AW0849.The orthometric height was determined by differential leveling
 AW0849.and adjusted by the National Geodetic Survey in June 1991..
 AW0849
 AW0849.The geoid height was determined by GEOID03.
 AW0849
 AW0849.The dynamic height is computed by dividing the NAVD 88
 AW0849.geopotential number by the normal gravity value computed on the
 AW0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0849.degrees latitude (g = 980.6199 gals.).
 AW0849
 AW0849.The modeled gravity was interpolated from observed gravity values.
 AW0849
 AW0849;                    North         East    Units  Estimated Accuracy
 AW0849;SPC TXSC     - 4,238,950.      979,080.      MT  (+/- 180 meters Scaled)
 AW0849
 AW0849                          SUPERSEDED SURVEY CONTROL
 AW0849
 AW0849  NGVD 29 (12/23/87)   15.238  (m)           49.99   (f) ADJUSTED    1 2
 AW0849
 AW0849.Superseded values are not recommended for survey control.
 AW0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0849.See file dsdata.txt to determine how the superseded data were derived.
 AW0849
 AW0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP999130(NAD 83)
 AW0849_MARKER: DB = BENCH MARK DISK
 AW0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0849_SP_SET: CONCRETE POST
 AW0849_STAMPING: PTS 147 RESET 1956
 AW0849_MARK LOGO: CGS   
 AW0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0849+STABILITY: SURFACE MOTION
 AW0849
 AW0849  HISTORY     - Date     Condition        Report By
 AW0849  HISTORY     - 1956     MONUMENTED       CGS
 AW0849  HISTORY     - 1973     GOOD             NGS
 AW0849  HISTORY     - 1978     GOOD             NGS
 AW0849  HISTORY     - 1978     GOOD             DOD
 AW0849  HISTORY     - 1983     POOR             NGS
 AW0849  HISTORY     - 1987     GOOD             USPSQD
 AW0849  HISTORY     - 1987     GOOD             NGS
 AW0849  HISTORY     - 19940111 GOOD             USPSQD
 AW0849
 AW0849                          STATION DESCRIPTION
 AW0849
 AW0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0849'1.6 MI N FROM CROSBY.
 AW0849'ABOUT 1.6 MILES NORTH ALONG FM 2100 FROM THE CROSSING OF THE SOUTHERN
 AW0849'PACIFIC RAILROAD AND FM 2100 AT CROSBY, 84.5 FEET EAST OF THE CENTER
 AW0849'LINE OF FM 2100, 22 FEET WEST OF THE ENTRANCE ROAD OF A 2 STORY FRAME
 AW0849'HOUSE 2 FEET SOUTH OF THE NORTH YARD FENCE, 36.4 FEET EAST AND
 AW0849'NORTHEAST OF A POWER POLE NO. HO-56 40-C4, 2 FEET NORTH OF A METAL
 AW0849'WITNESS POST ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IN THE
 AW0849'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 AW0849
 AW0849                          STATION RECOVERY (1978)
 AW0849
 AW0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0849'RECOVERED IN GOOD CONDITION.
 AW0849
 AW0849                          STATION RECOVERY (1978)
 AW0849
 AW0849'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0849'RECOVERED IN GOOD CONDITION.
 AW0849
 AW0849                          STATION RECOVERY (1983)
 AW0849
 AW0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0849'RECOVERED IN POOR CONDITION, MARK FOUND SLIGHTLY TILTED.
 AW0849
 AW0849                          STATION RECOVERY (1987)
 AW0849
 AW0849'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW0849'RECOVERED IN GOOD CONDITION.
 AW0849
 AW0849                          STATION RECOVERY (1987)
 AW0849
 AW0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0849'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--6.7 M
 AW0849'(22.0 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING EAST TO A 2 STORY
 AW0849'FRAME HOUSE.  DELETE--22 FEET WEST OF THE ENTRANCE ROAD OF A 2 STORY
 AW0849'FRAME HOUSE.
 AW0849
 AW0849                          STATION RECOVERY (1994)
 AW0849
 AW0849'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0272 ***********************************************************************
 CR0272  DESIGNATION -  PTS 149
 CR0272  PID         -  CR0272
 CR0272  STATE/COUNTY-  TX/HARRISON
 CR0272  USGS QUAD   -  LONGVIEW HEIGHTS (1978)
 CR0272
 CR0272                         *CURRENT SURVEY CONTROL
 CR0272  ___________________________________________________________________
 CR0272* NAD 83(1986)-  32 30 26.     (N)    094 37 46.     (W)     SCALED    
 CR0272* NAVD 88     -       123.046  (meters)     403.69   (feet)  ADJUSTED  
 CR0272  ___________________________________________________________________
 CR0272  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR0272  DYNAMIC HT  -         122.905 (meters)     403.23  (feet)  COMP
 CR0272  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 CR0272
 CR0272  VERT ORDER  -  SECOND    CLASS 0
 CR0272
 CR0272.The horizontal coordinates were scaled from a topographic map and have
 CR0272.an estimated accuracy of +/- 6 seconds.
 CR0272
 CR0272.The orthometric height was determined by differential leveling
 CR0272.and adjusted by the National Geodetic Survey in June 1991..
 CR0272
 CR0272.The geoid height was determined by GEOID03.
 CR0272
 CR0272.The dynamic height is computed by dividing the NAVD 88
 CR0272.geopotential number by the normal gravity value computed on the
 CR0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0272.degrees latitude (g = 980.6199 gals.).
 CR0272
 CR0272.The modeled gravity was interpolated from observed gravity values.
 CR0272
 CR0272;                    North         East    Units  Estimated Accuracy
 CR0272;SPC TXNC     - 2,099,910.      963,600.      MT  (+/- 180 meters Scaled)
 CR0272
 CR0272                          SUPERSEDED SURVEY CONTROL
 CR0272
 CR0272  NGVD 29 (??/??/92)  123.076  (m)          403.79   (f) ADJ UNCH    2 0
 CR0272
 CR0272.Superseded values are not recommended for survey control.
 CR0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0272.See file dsdata.txt to determine how the superseded data were derived.
 CR0272
 CR0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR469978(NAD 83)
 CR0272_MARKER: P = PIPE CAP
 CR0272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0272_STAMPING: PRIM. TRAV. STA. NO. 149
 CR0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0272
 CR0272  HISTORY     - Date     Condition        Report By
 CR0272  HISTORY     - UNK      MONUMENTED       USGS
 CR0272  HISTORY     - 1934     GOOD             NGS
 CR0272  HISTORY     - 1935     GOOD             NGS
 CR0272
 CR0272                          STATION DESCRIPTION
 CR0272
 CR0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0272'6.3 MI E FROM LONGVIEW.
 CR0272'IN HARRISON COUNTY, ABOUT 6.3 MILES EAST ALONG THE TEXAS AND PACIFIC
 CR0272'RAILWAY FROM LONGVIEW JUNCTION, GREGG COUNTY, ABOUT 0.1 MILE WEST OF
 CR0272'LANSING, AT THE WEST EDGE OF A ROAD CROSSING, AND 36 FEET NORTH OF THE
 CR0272'CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CR0272'CAP, STAMPED PRIM. TRAV. STA. NO. 149 AND RIVETED ON THE TOP OF A 3
 CR0272'1/2-INCH PIPE.
 CR0272
 CR0272                          STATION RECOVERY (1935)
 CR0272
 CR0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0319 ***********************************************************************
 CR0319  DESIGNATION -  PTS 15
 CR0319  PID         -  CR0319
 CR0319  STATE/COUNTY-  TX/WOOD
 CR0319  USGS QUAD   -  MINEOLA (1981)
 CR0319
 CR0319                         *CURRENT SURVEY CONTROL
 CR0319  ___________________________________________________________________
 CR0319* NAD 83(1986)-  32 37 53.     (N)    095 27 56.     (W)     SCALED    
 CR0319* NAVD 88     -       100.478  (meters)     329.65   (feet)  ADJUSTED  
 CR0319  ___________________________________________________________________
 CR0319  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CR0319  DYNAMIC HT  -         100.364 (meters)     329.28  (feet)  COMP
 CR0319  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 CR0319
 CR0319  VERT ORDER  -  FIRST     CLASS II
 CR0319
 CR0319.The horizontal coordinates were scaled from a topographic map and have
 CR0319.an estimated accuracy of +/- 6 seconds.
 CR0319
 CR0319.The orthometric height was determined by differential leveling
 CR0319.and adjusted by the National Geodetic Survey in June 1991..
 CR0319.WARNING-Repeat measurements at this control monument indicate possible
 CR0319.vertical movement.
 CR0319
 CR0319.The geoid height was determined by GEOID03.
 CR0319
 CR0319.The dynamic height is computed by dividing the NAVD 88
 CR0319.geopotential number by the normal gravity value computed on the
 CR0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0319.degrees latitude (g = 980.6199 gals.).
 CR0319
 CR0319.The modeled gravity was interpolated from observed gravity values.
 CR0319
 CR0319;                    North         East    Units  Estimated Accuracy
 CR0319;SPC TXNC     - 2,111,090.      884,680.      MT  (+/- 180 meters Scaled)
 CR0319
 CR0319                          SUPERSEDED SURVEY CONTROL
 CR0319
 CR0319  NGVD 29 (??/??/92)  100.505  (m)          329.74   (f) ADJ UNCH    1 2
 CR0319
 CR0319.Superseded values are not recommended for survey control.
 CR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0319.See file dsdata.txt to determine how the superseded data were derived.
 CR0319
 CR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS686131(NAD 83)
 CR0319_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 CR0319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0319_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0319_STAMPING: PRIM TRAV STA NO 15 330 1915
 CR0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0319
 CR0319  HISTORY     - Date     Condition        Report By
 CR0319  HISTORY     - 1915     MONUMENTED       USGS
 CR0319  HISTORY     - 1959     GOOD             NGS
 CR0319  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0319
 CR0319                          STATION DESCRIPTION
 CR0319
 CR0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0319'2.75 MI S FROM MINEOLA.
 CR0319'ABOUT 2.75 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0319'FROM THE TEXAS AND PACIFIC RAILROAD STATION AT MINEOLA, 76.8 FEET
 CR0319'SOUTH AND ACROSS THE TRACKS FROM THE 3RD POLE SOUTHEAST OF POLE 41/20,
 CR0319'34.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23 RAILS SOUTHEAST OF THE
 CR0319'SOUTHEAST END OF TRESTLE 41.7, 1.4 FEET NORTHEAST OF THE SOUTHWEST
 CR0319'RIGHT-OF-WAY FENCE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACKS,
 CR0319'AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT.
 CR0319
 CR0319                          STATION RECOVERY (1995)
 CR0319
 CR0319'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0325 ***********************************************************************
 BN0325  DESIGNATION -  PTS 15
 BN0325  PID         -  BN0325
 BN0325  STATE/COUNTY-  TX/EDWARDS
 BN0325  USGS QUAD   -  TELEGRAPH (1974)
 BN0325
 BN0325                         *CURRENT SURVEY CONTROL
 BN0325  ___________________________________________________________________
 BN0325* NAD 83(1986)-  30 16 40.     (N)    099 54 53.     (W)     SCALED    
 BN0325* NAVD 88     -       572.003  (meters)    1876.65   (feet)  ADJUSTED  
 BN0325  ___________________________________________________________________
 BN0325  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0325  DYNAMIC HT  -         571.166 (meters)    1873.90  (feet)  COMP
 BN0325  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 BN0325
 BN0325  VERT ORDER  -  FIRST     CLASS II
 BN0325
 BN0325.The horizontal coordinates were scaled from a topographic map and have
 BN0325.an estimated accuracy of +/- 6 seconds.
 BN0325
 BN0325.The orthometric height was determined by differential leveling
 BN0325.and adjusted by the National Geodetic Survey in June 1991..
 BN0325
 BN0325.The geoid height was determined by GEOID03.
 BN0325
 BN0325.The dynamic height is computed by dividing the NAVD 88
 BN0325.geopotential number by the normal gravity value computed on the
 BN0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0325.degrees latitude (g = 980.6199 gals.).
 BN0325
 BN0325.The modeled gravity was interpolated from observed gravity values.
 BN0325
 BN0325;                    North         East    Units  Estimated Accuracy
 BN0325;SPC TXSC     - 4,271,270.      511,990.      MT  (+/- 180 meters Scaled)
 BN0325
 BN0325                          SUPERSEDED SURVEY CONTROL
 BN0325
 BN0325  NGVD 29 (??/??/92)  571.962  (m)         1876.51   (f) ADJ UNCH    1 2
 BN0325
 BN0325.Superseded values are not recommended for survey control.
 BN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0325.See file dsdata.txt to determine how the superseded data were derived.
 BN0325
 BN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU120499(NAD 83)
 BN0325_MARKER: DD = SURVEY DISK
 BN0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0325_STAMPING: 1876.512 PTS NO 15 TEXAS 1925 H 88 1924
 BN0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0325+STABILITY: SURFACE MOTION
 BN0325
 BN0325  HISTORY     - Date     Condition        Report By
 BN0325  HISTORY     - 1924     MONUMENTED       USGS
 BN0325  HISTORY     - 1931     GOOD             NGS
 BN0325  HISTORY     - 1935     POOR             NGS
 BN0325
 BN0325                          STATION DESCRIPTION
 BN0325
 BN0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0325'3.8 MI SW FROM TELEGRAPH.
 BN0325'IN EDWARDS COUNTY, 3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM
 BN0325'TELEGRAPH, KIMBLE COUNTY, 50 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT
 BN0325'EAST OF THE WEST FENCE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK,
 BN0325'STAMPED 1876.512 P T S NO 15 TEXAS 1925 H 88 1924 AND SET IN THE TOP
 BN0325'OF A CONCRETE POST.
 BN0325
 BN0325                          STATION RECOVERY (1935)
 BN0325
 BN0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0325'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0532 ***********************************************************************
 BL0532  DESIGNATION -  PTS 15 M
 BL0532  PID         -  BL0532
 BL0532  STATE/COUNTY-  TX/POLK
 BL0532  USGS QUAD   -  CORRIGAN (1984)
 BL0532
 BL0532                         *CURRENT SURVEY CONTROL
 BL0532  ___________________________________________________________________
 BL0532* NAD 83(1986)-  30 55 12.     (N)    094 49 58.     (W)     SCALED    
 BL0532* NAVD 88     -        94.11   (+/-2cm)     308.8    (feet)  VERTCON   
 BL0532  ___________________________________________________________________
 BL0532  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0532
 BL0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0532
 BL0532.The horizontal coordinates were scaled from a topographic map and have
 BL0532.an estimated accuracy of +/- 6 seconds.
 BL0532
 BL0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0532.The vertical order pertains to the NGVD 29 superseded value.
 BL0532
 BL0532.The geoid height was determined by GEOID03.
 BL0532
 BL0532;                    North         East    Units  Estimated Accuracy
 BL0532;SPC TX C     - 3,151,930.    1,225,490.      MT  (+/- 180 meters Scaled)
 BL0532
 BL0532                          SUPERSEDED SURVEY CONTROL
 BL0532
 BL0532  NGVD 29 (??/??/92)   94.118  (m)          308.79   (f) ADJ UNCH    2 0
 BL0532
 BL0532.Superseded values are not recommended for survey control.
 BL0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0532.See file dsdata.txt to determine how the superseded data were derived.
 BL0532
 BL0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ248221(NAD 83)
 BL0532_MARKER: Z = SEE DESCRIPTION
 BL0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0532_SP_SET: FENCE
 BL0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0532
 BL0532  HISTORY     - Date     Condition        Report By
 BL0532  HISTORY     - UNK      MONUMENTED       USGS
 BL0532  HISTORY     - 1949     MARK NOT FOUND   NGS
 BL0532  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0532
 BL0532                          STATION DESCRIPTION
 BL0532
 BL0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0532'IN MOSCOW.
 BL0532'AT MOSCOW, ON THE TEXAS AND NEW ORLEANS RAILROAD, 550 FEET SOUTHWEST
 BL0532'OF THE STATION, 65 FEET NORTH OF A ROAD CROSSING, AND IN THE ANGLE OF
 BL0532'A CATTLEGUARD FENCE.
 BL0532
 BL0532                          STATION RECOVERY (1997)
 BL0532
 BL0532'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0256 ***********************************************************************
 CA0256  DESIGNATION -  PTS 15 S USGS
 CA0256  PID         -  CA0256
 CA0256  STATE/COUNTY-  TX/MILLS
 CA0256  USGS QUAD   -  MULLIN (1980)
 CA0256
 CA0256                         *CURRENT SURVEY CONTROL
 CA0256  ___________________________________________________________________
 CA0256* NAD 83(1986)-  31 37 13.     (N)    098 44 28.     (W)     SCALED    
 CA0256* NAVD 88     -       447.219  (meters)    1467.25   (feet)  ADJUSTED  
 CA0256  ___________________________________________________________________
 CA0256  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CA0256  DYNAMIC HT  -         446.637 (meters)    1465.34  (feet)  COMP
 CA0256  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 CA0256
 CA0256  VERT ORDER  -  FIRST     CLASS II
 CA0256
 CA0256.The horizontal coordinates were scaled from a topographic map and have
 CA0256.an estimated accuracy of +/- 6 seconds.
 CA0256
 CA0256.The orthometric height was determined by differential leveling
 CA0256.and adjusted by the National Geodetic Survey in June 1991..
 CA0256
 CA0256.The geoid height was determined by GEOID03.
 CA0256
 CA0256.The dynamic height is computed by dividing the NAVD 88
 CA0256.geopotential number by the normal gravity value computed on the
 CA0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0256.degrees latitude (g = 980.6199 gals.).
 CA0256
 CA0256.The modeled gravity was interpolated from observed gravity values.
 CA0256
 CA0256;                    North         East    Units  Estimated Accuracy
 CA0256;SPC TX C     - 3,217,650.      851,060.      MT  (+/- 180 meters Scaled)
 CA0256
 CA0256                          SUPERSEDED SURVEY CONTROL
 CA0256
 CA0256  NGVD 29 (??/??/92)  447.127  (m)         1466.95   (f) ADJ UNCH    1 2
 CA0256
 CA0256.Superseded values are not recommended for survey control.
 CA0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0256.See file dsdata.txt to determine how the superseded data were derived.
 CA0256
 CA0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV245983(NAD 83)
 CA0256_MARKER: DD = SURVEY DISK
 CA0256_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 CA0256_SP_SET: ROCK
 CA0256_STAMPING: PRIM TRAV. STA. S 1923
 CA0256_MARK LOGO: USGS  
 CA0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0256
 CA0256  HISTORY     - Date     Condition        Report By
 CA0256  HISTORY     - 1923     MONUMENTED       USGS
 CA0256  HISTORY     - 1932     GOOD             NGS
 CA0256  HISTORY     - 1934     GOOD             NGS
 CA0256  HISTORY     - 1983     GOOD             NGS
 CA0256
 CA0256                          STATION DESCRIPTION
 CA0256
 CA0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0256'6.7 MI NW FROM MULLIN.
 CA0256'6.7 MILES NORTHWEST OF THE STATION AT MULLIN ON THE SANTA FE R.R., AT
 CA0256'THE VILLA FREIGHT SIDING, 20 FEET SOUTH OF THE TRACK AT THE GATE,
 CA0256'BRONZE TABLET SET IN ROCK STAMPED PRIM TRAV. STA. S 1923 ELEVATION
 CA0256'1,467.394 FEET.
 CA0256
 CA0256                          STATION RECOVERY (1934)
 CA0256
 CA0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0256'RECOVERED IN GOOD CONDITION.
 CA0256
 CA0256                          STATION RECOVERY (1983)
 CA0256
 CA0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0256'RECOVERED THIS DATE.  NOTE, NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0003 ***********************************************************************
 AO0003  DESIGNATION -  PTS 15 USGS
 AO0003  PID         -  AO0003
 AO0003  STATE/COUNTY-  TX/KARNES
 AO0003  USGS QUAD   -  FALLS CITY (1961)
 AO0003
 AO0003                         *CURRENT SURVEY CONTROL
 AO0003  ___________________________________________________________________
 AO0003* NAD 83(1986)-  28 58 57.     (N)    098 00 59.     (W)     SCALED    
 AO0003* NAVD 88     -        97.620  (meters)     320.27   (feet)  ADJUSTED  
 AO0003  ___________________________________________________________________
 AO0003  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AO0003  DYNAMIC HT  -          97.480 (meters)     319.82  (feet)  COMP
 AO0003  MODELED GRAV-     979,202.4   (mgal)                       NAVD 88
 AO0003
 AO0003  VERT ORDER  -  FIRST     CLASS II
 AO0003
 AO0003.The horizontal coordinates were scaled from a topographic map and have
 AO0003.an estimated accuracy of +/- 6 seconds.
 AO0003
 AO0003.The orthometric height was determined by differential leveling
 AO0003.and adjusted by the National Geodetic Survey in June 1991..
 AO0003
 AO0003.The geoid height was determined by GEOID03.
 AO0003
 AO0003.The dynamic height is computed by dividing the NAVD 88
 AO0003.geopotential number by the normal gravity value computed on the
 AO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0003.degrees latitude (g = 980.6199 gals.).
 AO0003
 AO0003.The modeled gravity was interpolated from observed gravity values.
 AO0003
 AO0003;                    North         East    Units  Estimated Accuracy
 AO0003;SPC TXSC     - 4,127,760.      695,850.      MT  (+/- 180 meters Scaled)
 AO0003
 AO0003                          SUPERSEDED SURVEY CONTROL
 AO0003
 AO0003  NGVD 29 (??/??/92)   97.56   (m)          320.1    (f) COMPUTED    1 2
 AO0003
 AO0003.Superseded values are not recommended for survey control.
 AO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0003.See file dsdata.txt to determine how the superseded data were derived.
 AO0003
 AO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT958064(NAD 83)
 AO0003_MARKER: DD = SURVEY DISK
 AO0003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AO0003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AO0003_STAMPING: PRIM. TRAV. STA. NO 15 LS 1925 J 9 TEX
 AO0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0003
 AO0003  HISTORY     - Date     Condition        Report By
 AO0003  HISTORY     - 1925     MONUMENTED       USGS
 AO0003  HISTORY     - 1943     GOOD             NGS
 AO0003  HISTORY     - 1981     MARK NOT FOUND   NGS
 AO0003  HISTORY     - 20050405 POOR             USPSQD
 AO0003
 AO0003                          STATION DESCRIPTION
 AO0003
 AO0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AO0003'IN FALLS CITY.
 AO0003'BENCH MARK IS ABOUT 325.0 FEET SOUTHEAST OF THE SOUTHEAST END OF THE
 AO0003'TEXAS AND NEW ORLEANS RAILROAD (SOUTHERN PACIFIC) STATION AT FALLS
 AO0003'CITY, ABOUT 75.0 FEET SOUTHWEST OF AND ABOUT 8.0 FEET ABOVE THE
 AO0003'CENTERLINE OF TRACK, AND 39.0 FEET SOUTHEAST OF THE FIFTH POLE
 AO0003'SOUTHEAST OF MILEPOST 44.  IT IS 35.0 FEET NORTHWEST OF AND ABOUT 3.0
 AO0003'FEET ABOVE THE CENTERLINE OF U. S. HIGHWAY NO. 181, AND 15.0 FEET
 AO0003'SOUTHEAST OF A TELEPHONE POLE.  MONUMENT PROJECTS 1.4 FEET.
 AO0003
 AO0003                          STATION RECOVERY (1981)
 AO0003
 AO0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AO0003'SEARCHED FOR, NOT RECOVERED.
 AO0003
 AO0003                          STATION RECOVERY (2005)
 AO0003
 AO0003'RECOVERY NOTE BY US POWER SQUADRON 2005 (WM)
 AO0003'STEEL PIPE VISABLE - DISC MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4709 ***********************************************************************
 AW4709  DESIGNATION -  PTS 16
 AW4709  PID         -  AW4709
 AW4709  STATE/COUNTY-  TX/FORT BEND
 AW4709  USGS QUAD   -  MISSOURI CITY (1995)
 AW4709
 AW4709                         *CURRENT SURVEY CONTROL
 AW4709  ___________________________________________________________________
 AW4709* NAD 83(1986)-  29 37 08.     (N)    095 32 17.     (W)     SCALED    
 AW4709* NAVD 88     -        24.31   (+/-2cm)      79.8    (feet)  VERTCON   
 AW4709  ___________________________________________________________________
 AW4709  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4709
 AW4709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4709
 AW4709.The horizontal coordinates were scaled from a topographic map and have
 AW4709.an estimated accuracy of +/- 6 seconds.
 AW4709
 AW4709.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4709.The vertical order pertains to the NGVD 29 superseded value.
 AW4709
 AW4709.The geoid height was determined by GEOID03.
 AW4709
 AW4709;                    North         East    Units  Estimated Accuracy
 AW4709;SPC TXSC     - 4,202,850.      935,210.      MT  (+/- 180 meters Scaled)
 AW4709
 AW4709                          SUPERSEDED SURVEY CONTROL
 AW4709
 AW4709  NGVD 29 (??/??/92)   24.302  (m)           79.73   (f) ADJ UNCH    2 0
 AW4709
 AW4709.Superseded values are not recommended for survey control.
 AW4709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4709.See file dsdata.txt to determine how the superseded data were derived.
 AW4709
 AW4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN542792(NAD 83)
 AW4709_MARKER: DD = SURVEY DISK
 AW4709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4709_STAMPING: PRIM TRAV STA NO 16 80 1915
 AW4709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4709+STABILITY: SURFACE MOTION
 AW4709
 AW4709  HISTORY     - Date     Condition        Report By
 AW4709  HISTORY     - 1915     MONUMENTED       USGS
 AW4709  HISTORY     - 1943     GOOD             NGS
 AW4709  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4709  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW4709
 AW4709                          STATION DESCRIPTION
 AW4709
 AW4709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4709'IN MISSOURI CITY.
 AW4709'BENCH MARK IS 75.4 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AW4709'TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION AT MISSOURI
 AW4709'CITY, AND 54.5 FEET EAST OF THE CENTERLINE OF AN ASPHALT ROAD CROSSING
 AW4709'THE RAILROAD.  IT IS 47.0 FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE
 AW4709'SOUTH RAIL OF TRACK, 29.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE
 AW4709'CENTERLINE OF U. S. HIGHWAY NO.59, AND 3.0 FEET EAST OF A 4X4-INCH
 AW4709'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.  A USGS DISK STAMPED
 AW4709'PRIM STAV STA NO 16 80 1915 AND RIVETED ON THE TOP OF AN IRON PIPE.
 AW4709
 AW4709                          STATION RECOVERY (1973)
 AW4709
 AW4709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4709'MARK NOT FOUND.
 AW4709
 AW4709                          STATION RECOVERY (1995)
 AW4709
 AW4709'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0328 ***********************************************************************
 BN0328  DESIGNATION -  PTS 16
 BN0328  PID         -  BN0328
 BN0328  STATE/COUNTY-  TX/EDWARDS
 BN0328  USGS QUAD   -  BRADFORD CREEK (1971)
 BN0328
 BN0328                         *CURRENT SURVEY CONTROL
 BN0328  ___________________________________________________________________
 BN0328* NAD 83(1986)-  30 14 34.     (N)    099 57 42.     (W)     SCALED    
 BN0328* NAVD 88     -       584.36   (+/-2cm)    1917.2    (feet)  VERTCON   
 BN0328  ___________________________________________________________________
 BN0328  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BN0328
 BN0328  VERT ORDER  -  ? (See Below)
 BN0328
 BN0328.The horizontal coordinates were scaled from a topographic map and have
 BN0328.an estimated accuracy of +/- 6 seconds.
 BN0328
 BN0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0328.The vertical order pertains to the NGVD 29 superseded value.
 BN0328
 BN0328.The geoid height was determined by GEOID03.
 BN0328
 BN0328;                    North         East    Units  Estimated Accuracy
 BN0328;SPC TXSC     - 4,267,420.      507,440.      MT  (+/- 180 meters Scaled)
 BN0328
 BN0328                          SUPERSEDED SURVEY CONTROL
 BN0328
 BN0328  NGVD 29 (??/??/92)  584.316  (m)         1917.04   (f) ADJ UNCH    ?  
 BN0328
 BN0328.Superseded values are not recommended for survey control.
 BN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0328.See file dsdata.txt to determine how the superseded data were derived.
 BN0328
 BN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU074460(NAD 83)
 BN0328_MARKER: DB = BENCH MARK DISK
 BN0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0328_STAMPING: 1917.043 PTS NO 16 TEXAS 1925 H 87 1924
 BN0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0328+STABILITY: SURFACE MOTION
 BN0328
 BN0328  HISTORY     - Date     Condition        Report By
 BN0328  HISTORY     - 1924     MONUMENTED       USGS
 BN0328  HISTORY     - 1931     GOOD             NGS
 BN0328  HISTORY     - 1935     POOR             NGS
 BN0328
 BN0328                          STATION DESCRIPTION
 BN0328
 BN0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0328'7.5 MI SW FROM TELEGRAPH.
 BN0328'IN EDWARDS COUNTY, 7.5 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM
 BN0328'TELEGRAPH, KIMBLE COUNTY, AT A CATTLE GUARD, 25 FEET WEST OF THE
 BN0328'HIGHWAY AND 2 FEET NORTH OF A FENCE.  A U. S. GEOLOGICAL SURVEY
 BN0328'STANDARD DISK, STAMPED 1917.043 P T S NO 16 TEXAS 1925 H 87 1924 AND
 BN0328'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IN FEBRUARY 1935 IT WAS
 BN0328'REPORTED THAT THIS BENCH MARK IS INCLINED AT AN ANGLE OF 20 DEGREES,
 BN0328'AND MAY HAVE BEEN MOVED SEVERAL FEET FROM ITS ORIGINAL POSITION.
 BN0328
 BN0328                          STATION RECOVERY (1935)
 BN0328
 BN0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0328'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3370 ***********************************************************************
 AW3370  DESIGNATION -  PTS 17
 AW3370  PID         -  AW3370
 AW3370  STATE/COUNTY-  TX/HARRIS
 AW3370  USGS QUAD   -  BELLAIRE (1995)
 AW3370
 AW3370                         *CURRENT SURVEY CONTROL
 AW3370  ___________________________________________________________________
 AW3370* NAD 83(1986)-  29 38 04.     (N)    095 29 53.     (W)     SCALED    
 AW3370* NAVD 88     -        21.33   (+/-2cm)      70.0    (feet)  VERTCON   
 AW3370  ___________________________________________________________________
 AW3370  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW3370
 AW3370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3370
 AW3370.The horizontal coordinates were scaled from a topographic map and have
 AW3370.an estimated accuracy of +/- 6 seconds.
 AW3370
 AW3370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3370.The vertical order pertains to the NGVD 29 superseded value.
 AW3370
 AW3370.The geoid height was determined by GEOID03.
 AW3370
 AW3370;                    North         East    Units  Estimated Accuracy
 AW3370;SPC TXSC     - 4,204,690.      939,030.      MT  (+/- 180 meters Scaled)
 AW3370
 AW3370                          SUPERSEDED SURVEY CONTROL
 AW3370
 AW3370  NGVD 29 (??/??/92)   21.324  (m)           69.96   (f) ADJ UNCH    2 0
 AW3370
 AW3370.Superseded values are not recommended for survey control.
 AW3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3370.See file dsdata.txt to determine how the superseded data were derived.
 AW3370
 AW3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN581808(NAD 83)
 AW3370_MARKER: DD = SURVEY DISK
 AW3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3370_STAMPING: PRIM TRAV STA NO. 17 70 1915
 AW3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3370+STABILITY: SURFACE MOTION
 AW3370
 AW3370  HISTORY     - Date     Condition        Report By
 AW3370  HISTORY     - 1915     MONUMENTED       USGS
 AW3370  HISTORY     - 1943     GOOD             NGS
 AW3370  HISTORY     - 19940814 MARK NOT FOUND   USPSQD
 AW3370
 AW3370                          STATION DESCRIPTION
 AW3370
 AW3370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW3370'2.75 MI E FROM MISSOURI CITY.
 AW3370'TO REACH FROM THE HIGH SCHOOL AT MISSOURI CITY-- PROCEED 2.75 MILES
 AW3370'EASTERLY ALONG U.S. HIGHWAY NO. 59 TO SITE OF BENCH MARK.  BENCH MARK
 AW3370'IS ABOUT 207.0 FEET WEST OF THE HAVILAND ROAD INTERSECTION LEADING
 AW3370'NORTH, AND 48.0 FEET SOUTH OF AND ABOUT 4.5 FEET BELOW THE SOUTH RAIL
 AW3370'OF TRACK.  IT IS 32.0 FEET NORTH OF AND ABOUT 0.5 FOOT BELOW THE
 AW3370'CENTERLINE OF THE NORTH LANE OF HIGHWAY, 2.3 FEET NORTHWEST OF A
 AW3370'TELEPHONE POLE, AND 3.3 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.
 AW3370'MONUMENT PROJECTS 0.3 FOOT.
 AW3370
 AW3370                          STATION RECOVERY (1994)
 AW3370
 AW3370'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0330 ***********************************************************************
 BN0330  DESIGNATION -  PTS 17
 BN0330  PID         -  BN0330
 BN0330  STATE/COUNTY-  TX/EDWARDS
 BN0330  USGS QUAD   -  BRADFORD CREEK (1971)
 BN0330
 BN0330                         *CURRENT SURVEY CONTROL
 BN0330  ___________________________________________________________________
 BN0330* NAD 83(1986)-  30 13 44.     (N)    099 59 53.     (W)     SCALED    
 BN0330* NAVD 88     -       594.301  (meters)    1949.80   (feet)  ADJUSTED  
 BN0330  ___________________________________________________________________
 BN0330  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BN0330  DYNAMIC HT  -         593.433 (meters)    1946.95  (feet)  COMP
 BN0330  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 BN0330
 BN0330  VERT ORDER  -  FIRST     CLASS II
 BN0330
 BN0330.The horizontal coordinates were scaled from a topographic map and have
 BN0330.an estimated accuracy of +/- 6 seconds.
 BN0330
 BN0330.The orthometric height was determined by differential leveling
 BN0330.and adjusted by the National Geodetic Survey in June 1991..
 BN0330
 BN0330.The geoid height was determined by GEOID03.
 BN0330
 BN0330.The dynamic height is computed by dividing the NAVD 88
 BN0330.geopotential number by the normal gravity value computed on the
 BN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0330.degrees latitude (g = 980.6199 gals.).
 BN0330
 BN0330.The modeled gravity was interpolated from observed gravity values.
 BN0330
 BN0330;                    North         East    Units  Estimated Accuracy
 BN0330;SPC TXSC     - 4,265,910.      503,930.      MT  (+/- 180 meters Scaled)
 BN0330
 BN0330                          SUPERSEDED SURVEY CONTROL
 BN0330
 BN0330  NGVD 29 (??/??/92)  594.260  (m)         1949.67   (f) ADJ UNCH    1 2
 BN0330
 BN0330.Superseded values are not recommended for survey control.
 BN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0330.See file dsdata.txt to determine how the superseded data were derived.
 BN0330
 BN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU039445(NAD 83)
 BN0330_MARKER: DD = SURVEY DISK
 BN0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0330_SP_SET: SPILLWAY
 BN0330_STAMPING: 1949.668 PTS NO 17 TEXAS 1925 H 86 1924
 BN0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0330
 BN0330  HISTORY     - Date     Condition        Report By
 BN0330  HISTORY     - 1924     MONUMENTED       CGS
 BN0330  HISTORY     - 1931     GOOD             NGS
 BN0330  HISTORY     - 1935     POOR             NGS
 BN0330
 BN0330                          STATION DESCRIPTION
 BN0330
 BN0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0330'9.1 MI SW FROM TELEGRAPH.
 BN0330'IN EDWARDS COUNTY, 9.1 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM
 BN0330'TELEGRAPH, KIMBLE COUNTY, AT A CREEK CROSSING, ON THE SOUTH SIDE OF
 BN0330'THE HIGHWAY, AND IN THE SOUTHEAST CORNER OF THE SPILLWAY.  A U. S.
 BN0330'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1949.668 P T S NO 17 TEXAS
 BN0330'1925 H 86 1924.
 BN0330
 BN0330                          STATION RECOVERY (1935)
 BN0330
 BN0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0330'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0439 ***********************************************************************
 DN0439  DESIGNATION -  PTS 17=547 USGS
 DN0439  PID         -  DN0439
 DN0439  STATE/COUNTY-  TX/COLLIN
 DN0439  USGS QUAD   -  WYLIE (1973)
 DN0439
 DN0439                         *CURRENT SURVEY CONTROL
 DN0439  ___________________________________________________________________
 DN0439* NAD 83(1986)-  33 00 21.     (N)    096 32 21.     (W)     SCALED    
 DN0439* NAVD 88     -       166.552  (meters)     546.43   (feet)  ADJUSTED  
 DN0439  ___________________________________________________________________
 DN0439  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN0439  DYNAMIC HT  -         166.371 (meters)     545.84  (feet)  COMP
 DN0439  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DN0439
 DN0439  VERT ORDER  -  SECOND    CLASS 0
 DN0439
 DN0439.The horizontal coordinates were scaled from a topographic map and have
 DN0439.an estimated accuracy of +/- 6 seconds.
 DN0439
 DN0439.The orthometric height was determined by differential leveling
 DN0439.and adjusted by the National Geodetic Survey in June 1991..
 DN0439
 DN0439.The geoid height was determined by GEOID03.
 DN0439
 DN0439.The dynamic height is computed by dividing the NAVD 88
 DN0439.geopotential number by the normal gravity value computed on the
 DN0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0439.degrees latitude (g = 980.6199 gals.).
 DN0439
 DN0439.The modeled gravity was interpolated from observed gravity values.
 DN0439
 DN0439;                    North         East    Units  Estimated Accuracy
 DN0439;SPC TXNC     - 2,150,210.      783,200.      MT  (+/- 180 meters Scaled)
 DN0439
 DN0439                          SUPERSEDED SURVEY CONTROL
 DN0439
 DN0439  NGVD 29 (??/??/92)  166.56   (m)          546.5    (f) COMPUTED    2 0
 DN0439
 DN0439.Superseded values are not recommended for survey control.
 DN0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0439.See file dsdata.txt to determine how the superseded data were derived.
 DN0439
 DN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB298546(NAD 83)
 DN0439_MARKER: DB = BENCH MARK DISK
 DN0439_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0439_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0439_STAMPING: PRIM TRAV STA NO 17 547 1909
 DN0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0439
 DN0439  HISTORY     - Date     Condition        Report By
 DN0439  HISTORY     - 1909     MONUMENTED       USGS
 DN0439  HISTORY     - 1964     GOOD             NGS
 DN0439  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0439
 DN0439                          STATION DESCRIPTION
 DN0439
 DN0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DN0439'0.5 MI S FROM WYLIE.
 DN0439'0.5 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE CITY WATER TOWER AT
 DN0439'WYLIE.  THE MARK IS SET AT AN INTERSECTION OF STATE HIGHWAY 78 AND AN
 DN0439'EAST AND WEST ROAD.  55.5 FEET SOUTHWEST OF THE INTERSECTION OF THE
 DN0439'CENTER LINES OF THE TWO ROADS, 49.8 FEET WEST OF THE CENTER LINE OF
 DN0439'THE HIGHWAY, 12.4 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST
 DN0439'ROAD, 2.1 FEET WEST OF A WHITE 4X4 MARKER POST.  A BRONZE U.S.G.S. CAP
 DN0439'SET ON THE TOP OF AN IRON PIPE.  NOTE-- THE WHITE 4X4 MARKER POST IS
 DN0439'GONE.  THE HIGHWAY HAS BEEN CHANGED TO ROUTE FARM ROAD 544.  THE BENCH
 DN0439'MARK IS IN THE SOUTHWEST CORNER OF THE INTERSECTION OF STONE STREET
 DN0439'AND BALLARD STREET.  TO REACH FROM THE JUNCTION OF FARM ROAD 544 AND
 DN0439'STATE HIGHWAY 78 IN WYLIE, GO SOUTH ON FARM ROAD 544 FOR 0.45 MILE TO
 DN0439'BENCH MARK.
 DN0439
 DN0439                          STATION RECOVERY (2005)
 DN0439
 DN0439'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0008 ***********************************************************************
 BM0008  DESIGNATION -  PTS 18 B
 BM0008  PID         -  BM0008
 BM0008  STATE/COUNTY-  TX/MADISON
 BM0008  USGS QUAD   -  NORTH ZULCH (1989)
 BM0008
 BM0008                         *CURRENT SURVEY CONTROL
 BM0008  ___________________________________________________________________
 BM0008* NAD 83(1986)-  30 54 51.     (N)    096 06 37.     (W)     SCALED    
 BM0008* NAVD 88     -       108.48   (+/-2cm)     355.9    (feet)  VERTCON   
 BM0008  ___________________________________________________________________
 BM0008  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BM0008
 BM0008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0008
 BM0008.The horizontal coordinates were scaled from a topographic map and have
 BM0008.an estimated accuracy of +/- 6 seconds.
 BM0008
 BM0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0008.The vertical order pertains to the NGVD 29 superseded value.
 BM0008
 BM0008.The geoid height was determined by GEOID03.
 BM0008
 BM0008;                    North         East    Units  Estimated Accuracy
 BM0008;SPC TX C     - 3,145,950.    1,103,540.      MT  (+/- 180 meters Scaled)
 BM0008
 BM0008                          SUPERSEDED SURVEY CONTROL
 BM0008
 BM0008  NGVD 29 (??/??/92)  108.462  (m)          355.85   (f) ADJ UNCH    2 0
 BM0008
 BM0008.Superseded values are not recommended for survey control.
 BM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0008.See file dsdata.txt to determine how the superseded data were derived.
 BM0008
 BM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV761236(NAD 83)
 BM0008_MARKER: DD = SURVEY DISK
 BM0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0008_STAMPING: 375.859 PRIM TRAV STA 18B 1924
 BM0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0008+STABILITY: SURFACE MOTION
 BM0008
 BM0008  HISTORY     - Date     Condition        Report By
 BM0008  HISTORY     - 1924     MONUMENTED       USGS
 BM0008  HISTORY     - 1947     GOOD             NGS
 BM0008
 BM0008                          STATION DESCRIPTION
 BM0008
 BM0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BM0008'IN NORTH ZULCH.
 BM0008'ABOUT 500 YARDS SOUTH ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM
 BM0008'THE STATION AT NORTH ZULCH.  THE MARK IS 149 FEET WEST OF AND LEVEL
 BM0008'WITH THE CENTER LINE OF THE TRACK, 98 FEET NORTH OF A HOUSE, 32 FEET
 BM0008'WEST OF THE CENTER LINE OF A ROAD, 9 FEET EAST OF A FENCE CORNER, AND
 BM0008'4 FEET SOUTH OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 BM0008'CONCRETE POST AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0021 ***********************************************************************
 BO0021  DESIGNATION -  PTS 18= H 85
 BO0021  PID         -  BO0021
 BO0021  STATE/COUNTY-  TX/EDWARDS
 BO0021  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0021
 BO0021                         *CURRENT SURVEY CONTROL
 BO0021  ___________________________________________________________________
 BO0021* NAD 83(1986)-  30 13 27.     (N)    100 01 51.     (W)     SCALED    
 BO0021* NAVD 88     -       612.115  (meters)    2008.25   (feet)  ADJUSTED  
 BO0021  ___________________________________________________________________
 BO0021  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0021  DYNAMIC HT  -         611.223 (meters)    2005.32  (feet)  COMP
 BO0021  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 BO0021
 BO0021  VERT ORDER  -  FIRST     CLASS II
 BO0021
 BO0021.The horizontal coordinates were scaled from a topographic map and have
 BO0021.an estimated accuracy of +/- 6 seconds.
 BO0021
 BO0021.The orthometric height was determined by differential leveling
 BO0021.and adjusted by the National Geodetic Survey in June 1991..
 BO0021
 BO0021.The geoid height was determined by GEOID03.
 BO0021
 BO0021.The dynamic height is computed by dividing the NAVD 88
 BO0021.geopotential number by the normal gravity value computed on the
 BO0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0021.degrees latitude (g = 980.6199 gals.).
 BO0021
 BO0021.The modeled gravity was interpolated from observed gravity values.
 BO0021
 BO0021;                    North         East    Units  Estimated Accuracy
 BO0021;SPC TXSC     - 4,265,420.      500,770.      MT  (+/- 180 meters Scaled)
 BO0021
 BO0021                          SUPERSEDED SURVEY CONTROL
 BO0021
 BO0021  NGVD 29 (??/??/92)  612.073  (m)         2008.11   (f) ADJ UNCH    1 2
 BO0021
 BO0021.Superseded values are not recommended for survey control.
 BO0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0021.See file dsdata.txt to determine how the superseded data were derived.
 BO0021
 BO0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU008440(NAD 83)
 BO0021_MARKER: DB = BENCH MARK DISK
 BO0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0021_SP_SET: CULVERT
 BO0021_STAMPING: 2008.109 PRIM TRAV STA NO 18 1925 H 85 1924
 BO0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0021
 BO0021  HISTORY     - Date     Condition        Report By
 BO0021  HISTORY     - 1924     MONUMENTED       CGS
 BO0021
 BO0021                          STATION DESCRIPTION
 BO0021
 BO0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 BO0021'12.2 MI SW FROM TELEGRAPH.
 BO0021'IN EDWARDS COUNTY, 12.2 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM
 BO0021'TELEGRAPH, KIMBLE COUNTY, ON THE EAST SIDE OF THE HIGHWAY, AND IN THE
 BO0021'TOP OF THE HEADWALL OF A CULVERT.  A U. S. GEOLOGICAL SURVEY STANDARD
 BO0021'DISK, STAMPED 2008.109 PRIM TRAV STA NO 18 1925 H 85 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0842 ***********************************************************************
 BY0842  DESIGNATION -  PTS 18 M
 BY0842  PID         -  BY0842
 BY0842  STATE/COUNTY-  TX/POLK
 BY0842  USGS QUAD   -  WAKEFIELD (1980)
 BY0842
 BY0842                         *CURRENT SURVEY CONTROL
 BY0842  ___________________________________________________________________
 BY0842* NAD 83(1986)-  31 03 39.     (N)    094 50 05.     (W)     SCALED    
 BY0842* NAVD 88     -        58.20   (+/-2cm)     190.9    (feet)  VERTCON   
 BY0842  ___________________________________________________________________
 BY0842  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BY0842
 BY0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0842
 BY0842.The horizontal coordinates were scaled from a topographic map and have
 BY0842.an estimated accuracy of +/- 6 seconds.
 BY0842
 BY0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0842.The vertical order pertains to the NGVD 29 superseded value.
 BY0842
 BY0842.The geoid height was determined by GEOID03.
 BY0842
 BY0842;                    North         East    Units  Estimated Accuracy
 BY0842;SPC TX C     - 3,167,520.    1,224,530.      MT  (+/- 180 meters Scaled)
 BY0842
 BY0842                          SUPERSEDED SURVEY CONTROL
 BY0842
 BY0842  NGVD 29 (??/??/92)   58.222  (m)          191.02   (f) ADJ UNCH    2 0
 BY0842
 BY0842.Superseded values are not recommended for survey control.
 BY0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0842.See file dsdata.txt to determine how the superseded data were derived.
 BY0842
 BY0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ249377(NAD 83)
 BY0842_MARKER: DD = SURVEY DISK
 BY0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0842_STAMPING: P.T.STA. NO. 18M 1926 191.174
 BY0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0842+STABILITY: SURFACE MOTION
 BY0842
 BY0842  HISTORY     - Date     Condition        Report By
 BY0842  HISTORY     - 1926     MONUMENTED       USGS
 BY0842  HISTORY     - 1948     GOOD             NGS
 BY0842
 BY0842                          STATION DESCRIPTION
 BY0842
 BY0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0842'4.6 MI N FROM CORRIGAN.
 BY0842'4.6 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0842'STATION AT CORRIGAN, AT A ROAD CROSSING, 115 YARDS (PACED) NORTH OF
 BY0842'THE NORTH END OF RAILWAY TRESTLE 97.35, 45.0 FEET EAST OF THE EAST
 BY0842'RAIL OF THE TRACK AND 1.0 FOOT LOWER, 12.0 FEET SOUTH OF THE CENTER
 BY0842'LINE OF THE ROAD, 1.8 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF
 BY0842'A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0422 ***********************************************************************
 DN0422  DESIGNATION -  PTS 18=576 USGS
 DN0422  PID         -  DN0422
 DN0422  STATE/COUNTY-  TX/COLLIN
 DN0422  USGS QUAD   -  WYLIE (1973)
 DN0422
 DN0422                         *CURRENT SURVEY CONTROL
 DN0422  ___________________________________________________________________
 DN0422* NAD 83(1986)-  33 00 40.     (N)    096 36 47.     (W)     SCALED    
 DN0422* NAVD 88     -       175.523  (meters)     575.86   (feet)  ADJUSTED  
 DN0422  ___________________________________________________________________
 DN0422  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN0422  DYNAMIC HT  -         175.331 (meters)     575.23  (feet)  COMP
 DN0422  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 DN0422
 DN0422  VERT ORDER  -  SECOND    CLASS 0
 DN0422
 DN0422.The horizontal coordinates were scaled from a topographic map and have
 DN0422.an estimated accuracy of +/- 6 seconds.
 DN0422
 DN0422.The orthometric height was determined by differential leveling
 DN0422.and adjusted by the National Geodetic Survey in June 1991..
 DN0422
 DN0422.The geoid height was determined by GEOID03.
 DN0422
 DN0422.The dynamic height is computed by dividing the NAVD 88
 DN0422.geopotential number by the normal gravity value computed on the
 DN0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0422.degrees latitude (g = 980.6199 gals.).
 DN0422
 DN0422.The modeled gravity was interpolated from observed gravity values.
 DN0422
 DN0422;                    North         East    Units  Estimated Accuracy
 DN0422;SPC TXNC     - 2,150,670.      776,290.      MT  (+/- 180 meters Scaled)
 DN0422
 DN0422                          SUPERSEDED SURVEY CONTROL
 DN0422
 DN0422  NGVD 29 (??/??/92)  175.53   (m)          575.9    (f) COMPUTED    2 0
 DN0422
 DN0422.Superseded values are not recommended for survey control.
 DN0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0422.See file dsdata.txt to determine how the superseded data were derived.
 DN0422
 DN0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB229550(NAD 83)
 DN0422_MARKER: P = PIPE CAP
 DN0422_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0422_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0422_STAMPING: TEXAS PRIM TRAV STA 18 1909 576 FT.
 DN0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0422
 DN0422  HISTORY     - Date     Condition        Report By
 DN0422  HISTORY     - 1909     MONUMENTED       USGS
 DN0422  HISTORY     - 1953     GOOD             NGS
 DN0422  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 DN0422  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0422
 DN0422                          STATION DESCRIPTION
 DN0422
 DN0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DN0422'IN MURPHY.
 DN0422'IT IS IN THE SOUTH WEST POINT OF THE INTERSECTION OF HIGHWAY NO. 544
 DN0422'AND A HARD SURFACED ROAD THAT LEADS NORTH ABOUT 1/4 MILE TO THE
 DN0422'BUSINESS SECTION OF MURPHY.  THE MARK IS 240 FEET EAST OF THE BAPTIST
 DN0422'CHURCH, 33 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 32
 DN0422'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE NORTH EAST
 DN0422'CORNER OF A FRONT YARD, AND AT THE EAST SIDE OF A FOOT PATH THAT LEADS
 DN0422'TO THE HOUSE.  A STANDARD BROZE CAP ON A PIPE FILLED WITH CONCRETE.
 DN0422'THE CAP PROJECTS ABOUT 2 INCHES AND THE STAMPING IS ALMOST
 DN0422'OBLITERATED.
 DN0422
 DN0422                          STATION RECOVERY (1991)
 DN0422
 DN0422'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0422'MARK NOT FOUND.
 DN0422
 DN0422                          STATION RECOVERY (2005)
 DN0422
 DN0422'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2871 ***********************************************************************
 CS2871  DESIGNATION -  PTS 2 S USGS 1947
 CS2871  PID         -  CS2871
 CS2871  STATE/COUNTY-  TX/DALLAS
 CS2871  USGS QUAD   -  IRVING (1981)
 CS2871
 CS2871                         *CURRENT SURVEY CONTROL
 CS2871  ___________________________________________________________________
 CS2871* NAD 83(1993)-  32 48 52.98211(N)    096 56 32.33815(W)     ADJUSTED  
 CS2871* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 CS2871  ___________________________________________________________________
 CS2871  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 CS2871  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CS2871
 CS2871  HORZ ORDER  -  SECOND
 CS2871
 CS2871.The horizontal coordinates were established by classical geodetic methods
 CS2871.and adjusted by the National Geodetic Survey in February 1996..
 CS2871
 CS2871.The orthometric height was scaled from a topographic map.
 CS2871
 CS2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2871
 CS2871.The geoid height was determined by GEOID03.
 CS2871
 CS2871;                    North         East     Units Scale Factor Converg.
 CS2871;SPC TXNC     - 2,128,388.390   745,851.378   MT  0.99988112   +0 50 58.4
 CS2871;SPC TXNC     - 6,982,887.58  2,447,014.06   sFT  0.99988112   +0 50 58.4
 CS2871;UTM  14      - 3,632,621.870   692,638.234   MT  1.00005759   +1 06 55.6
 CS2871
 CS2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2871!SPC TXNC     -   0.99998099  x   0.99988112  =   0.99986212
 CS2871!UTM  14      -   0.99998099  x   1.00005759  =   1.00003858
 CS2871
 CS2871                          SUPERSEDED SURVEY CONTROL
 CS2871
 CS2871  NAD 83(1993)-  32 48 52.98439(N)    096 56 32.32085(W) AD(       ) 2
 CS2871  NAD 83(1986)-  32 48 52.98792(N)    096 56 32.32119(W) AD(       ) 2
 CS2871  NAD 27      -  32 48 52.52900(N)    096 56 31.30600(W) AD(       ) 2
 CS2871
 CS2871.Superseded values are not recommended for survey control.
 CS2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2871.See file dsdata.txt to determine how the superseded data were derived.
 CS2871
 CS2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9263832622(NAD 83)
 CS2871_MARKER: DE = TRAVERSE STATION DISK
 CS2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2871+STABILITY: SURFACE MOTION
 CS2871
 CS2871  HISTORY     - Date     Condition        Report By
 CS2871  HISTORY     - 1947     MONUMENTED       CGS
 CS2871  HISTORY     - 1947     GOOD             CGS
 CS2871  HISTORY     - 1979     GOOD             NGS
 CS2871
 CS2871                          STATION DESCRIPTION
 CS2871
 CS2871'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2871'LOCATED IN THE TOWN OF IRVING ON THE RAILROAD RIGHT-OF-WAY
 CS2871'OF THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, ABOUT 0.2
 CS2871'MILE EAST OF THE RAILROAD STATION AND NEAR RAILROAD CROSSING
 CS2871'AT NORTH BRITIAN STREET.  IT IS 44.5 FEET SOUTH OF THE SOUTH
 CS2871'RAIL OF R.R. TRACKS (MAIN TRACKS) 33 FEET EAST OF THE CENTER
 CS2871'LINE OF NORTH BRITIAN STREET AND 3.8 FEET SOUTH OF A TELEGRAPH
 CS2871'POLE.  THE MARK IS A ROUND CONCRETE POST ABOUT 8 INCHES IN
 CS2871'DIAMETER THAT IS FLUSH WITH THE GROUND AND THE STANDARD BRONZE
 CS2871'USGS DISC IS STAMPED, PRIM TRAV STA NO 2 S 1925.
 CS2871'
 CS2871'STATION IS REACHED FROM THE INTERSECTION OF MAIN STREET AND
 CS2871'EAST FIRST STREET IN IRVING BY GOING EAST FIRST TO BRITIAN
 CS2871'STREET, 0.2 MILE.  THENCE NORTH OR LEFT ON NORTH BRITIAN
 CS2871'STREET TO THE RAILROAD CROSSING AND THE STATION SITE ON THE
 CS2871'RIGHT.
 CS2871'
 CS2871'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION IRVING.
 CS2871'THE DISTANCE IS 52.235 METERS, OR 171.37 FEET.
 CS2871
 CS2871                          STATION RECOVERY (1979)
 CS2871
 CS2871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JN)
 CS2871'PRIM TRAV STA NO 2S 1925 RECOVERED GOOD - DESCRIPTION - THIS IS NOW
 CS2871'RM NO. 2 FOR STA IRVING.
 CS2871'
 CS2871'DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN IRVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0837 ***********************************************************************
 BY0837  DESIGNATION -  PTS 20 M
 BY0837  PID         -  BY0837
 BY0837  STATE/COUNTY-  TX/ANGELINA
 BY0837  USGS QUAD   -  DIBOLL (1980)
 BY0837
 BY0837                         *CURRENT SURVEY CONTROL
 BY0837  ___________________________________________________________________
 BY0837* NAD 83(1986)-  31 08 11.     (N)    094 48 44.     (W)     SCALED    
 BY0837* NAVD 88     -        47.31   (+/-2cm)     155.2    (feet)  VERTCON   
 BY0837  ___________________________________________________________________
 BY0837  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY0837
 BY0837  VERT ORDER  -  ? (See Below)
 BY0837
 BY0837.The horizontal coordinates were scaled from a topographic map and have
 BY0837.an estimated accuracy of +/- 6 seconds.
 BY0837
 BY0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0837.The vertical order pertains to the NGVD 29 superseded value.
 BY0837
 BY0837.The geoid height was determined by GEOID03.
 BY0837
 BY0837;                    North         East    Units  Estimated Accuracy
 BY0837;SPC TX C     - 3,175,990.    1,226,260.      MT  (+/- 180 meters Scaled)
 BY0837
 BY0837                          SUPERSEDED SURVEY CONTROL
 BY0837
 BY0837  NGVD 29 (??/??/92)   47.347  (m)          155.34   (f) ADJ UNCH    ?  
 BY0837
 BY0837.Superseded values are not recommended for survey control.
 BY0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0837.See file dsdata.txt to determine how the superseded data were derived.
 BY0837
 BY0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ272461(NAD 83)
 BY0837_MARKER: DD = SURVEY DISK
 BY0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0837_STAMPING: 155.531 P T STA 20 M 1926
 BY0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0837+STABILITY: SURFACE MOTION
 BY0837
 BY0837  HISTORY     - Date     Condition        Report By
 BY0837  HISTORY     - 1926     MONUMENTED       USGS
 BY0837  HISTORY     - 1935     GOOD             NGS
 BY0837  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0837
 BY0837                          STATION DESCRIPTION
 BY0837
 BY0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BY0837'3.5 MI S FROM DIBOLL.
 BY0837'3.5 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM DIBOLL,
 BY0837'ANGELINA COUNTY, 0.2 MILE NORTHWEST OF NECHES RIVER, AT MILEAGE
 BY0837'103.15, AND 60 FEET WEST OF A ROAD CROSSING, A UNITED STATES
 BY0837'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 155.531 P T STA 20 M 1926 AND
 BY0837'SET IN THE TOP OF A CONCRETE POST.
 BY0837
 BY0837                          STATION RECOVERY (1998)
 BY0837
 BY0837'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0182 ***********************************************************************
 BN0182  DESIGNATION -  PTS 20 T
 BN0182  PID         -  BN0182
 BN0182  STATE/COUNTY-  TX/LLANO
 BN0182  USGS QUAD   -  LLANO NORTH (1955)
 BN0182
 BN0182                         *CURRENT SURVEY CONTROL
 BN0182  ___________________________________________________________________
 BN0182* NAD 83(1986)-  30 52 03.     (N)    098 39 12.     (W)     SCALED    
 BN0182* NAVD 88     -       393.870  (meters)    1292.22   (feet)  ADJUSTED  
 BN0182  ___________________________________________________________________
 BN0182  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BN0182  DYNAMIC HT  -         393.346 (meters)    1290.50  (feet)  COMP
 BN0182  MODELED GRAV-     979,299.9   (mgal)                       NAVD 88
 BN0182
 BN0182  VERT ORDER  -  SECOND    CLASS 0
 BN0182
 BN0182.The horizontal coordinates were scaled from a topographic map and have
 BN0182.an estimated accuracy of +/- 6 seconds.
 BN0182
 BN0182.The orthometric height was determined by differential leveling
 BN0182.and adjusted by the National Geodetic Survey in June 1991..
 BN0182
 BN0182.The geoid height was determined by GEOID03.
 BN0182
 BN0182.The dynamic height is computed by dividing the NAVD 88
 BN0182.geopotential number by the normal gravity value computed on the
 BN0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0182.degrees latitude (g = 980.6199 gals.).
 BN0182
 BN0182.The modeled gravity was interpolated from observed gravity values.
 BN0182
 BN0182;                    North         East    Units  Estimated Accuracy
 BN0182;SPC TX C     - 3,134,330.      860,640.      MT  (+/- 180 meters Scaled)
 BN0182
 BN0182                          SUPERSEDED SURVEY CONTROL
 BN0182
 BN0182  NGVD 29 (??/??/92)  393.816  (m)         1292.04   (f) ADJ UNCH    2 0
 BN0182
 BN0182.Superseded values are not recommended for survey control.
 BN0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0182.See file dsdata.txt to determine how the superseded data were derived.
 BN0182
 BN0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV331149(NAD 83)
 BN0182_MARKER: DD = SURVEY DISK
 BN0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0182_STAMPING: P.T.S. 20 T TEXAS 1925
 BN0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0182+STABILITY: SURFACE MOTION
 BN0182
 BN0182  HISTORY     - Date     Condition        Report By
 BN0182  HISTORY     - 1925     MONUMENTED       USGS
 BN0182  HISTORY     - 1935     GOOD             NGS
 BN0182
 BN0182                          STATION DESCRIPTION
 BN0182
 BN0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BN0182'8.6 MI S FROM CHEROKEE.
 BN0182'8.6 MILES SOUTH OF AND ALONG STATE HIGHWAY 81 ABOUT 60 YARDS WEST OF A
 BN0182'COUNTY CHURCH HOUSE.  13 YARDS S.W. OF A CATTLE GUARD.  12 YARDS EAST
 BN0182'OF CENTER OF THE HIGHWAY.  4 YARDS WEST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0890 ***********************************************************************
 BZ0890  DESIGNATION -  PTS 21 T USGS
 BZ0890  PID         -  BZ0890
 BZ0890  STATE/COUNTY-  TX/BELL
 BZ0890  USGS QUAD   -  TROY (1993)
 BZ0890
 BZ0890                         *CURRENT SURVEY CONTROL
 BZ0890  ___________________________________________________________________
 BZ0890* NAD 83(1986)-  31 14 46.     (N)    097 22 05.     (W)     SCALED    
 BZ0890* NAVD 88     -       238.953  (meters)     783.97   (feet)  ADJUSTED  
 BZ0890  ___________________________________________________________________
 BZ0890  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BZ0890  DYNAMIC HT  -         238.638 (meters)     782.93  (feet)  COMP
 BZ0890  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 BZ0890
 BZ0890  VERT ORDER  -  SECOND    CLASS 0
 BZ0890
 BZ0890.The horizontal coordinates were scaled from a topographic map and have
 BZ0890.an estimated accuracy of +/- 6 seconds.
 BZ0890
 BZ0890.The orthometric height was determined by differential leveling
 BZ0890.and adjusted by the National Geodetic Survey in June 1991..
 BZ0890
 BZ0890.The geoid height was determined by GEOID03.
 BZ0890
 BZ0890.The dynamic height is computed by dividing the NAVD 88
 BZ0890.geopotential number by the normal gravity value computed on the
 BZ0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0890.degrees latitude (g = 980.6199 gals.).
 BZ0890
 BZ0890.The modeled gravity was interpolated from observed gravity values.
 BZ0890
 BZ0890;                    North         East    Units  Estimated Accuracy
 BZ0890;SPC TX C     - 3,178,850.      982,400.      MT  (+/- 180 meters Scaled)
 BZ0890
 BZ0890                          SUPERSEDED SURVEY CONTROL
 BZ0890
 BZ0890  NGVD 29 (??/??/92)  238.903  (m)          783.80   (f) ADJ UNCH    2 0
 BZ0890
 BZ0890.Superseded values are not recommended for survey control.
 BZ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0890.See file dsdata.txt to determine how the superseded data were derived.
 BZ0890
 BZ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV554580(NAD 83)
 BZ0890_MARKER: DD = SURVEY DISK
 BZ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0890_STAMPING: 783.902 PRIM TRAV STA NO 21 T TEXAS H 22 1923
 BZ0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0890+STABILITY: SURFACE MOTION
 BZ0890
 BZ0890  HISTORY     - Date     Condition        Report By
 BZ0890  HISTORY     - 1923     MONUMENTED       USGS
 BZ0890  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0890
 BZ0890                          STATION DESCRIPTION
 BZ0890
 BZ0890'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 BZ0890'3.7 MI S FROM MOODY.
 BZ0890'IN BELL COUNTY, 3.7 MILES SOUTH OF MOODY, MCLENNAN COUNTY, 0.2 MILE
 BZ0890'WEST OF THE GULF, COLORADO AND SANTA FE RAILWAY, AT WILLOW GROVE, 150
 BZ0890'FEET NORTHEAST OF THE WILLOW GROVE METHODIST CHURCH AND AT THE
 BZ0890'NORTHWEST CORNER OF A T-ROAD LEADING WEST AT AN ANGLE IN A FENCE LINE.
 BZ0890'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 783.902 PRIM
 BZ0890'TRAV STA NO 21 T TEXAS H 22 1923 AND SET IN THE TOP OF A CONCRETE
 BZ0890'POST.
 BZ0890
 BZ0890                          STATION RECOVERY (1995)
 BZ0890
 BZ0890'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1421 ***********************************************************************
 DM1421  DESIGNATION -  PTS 21 USE 1951
 DM1421  PID         -  DM1421
 DM1421  STATE/COUNTY-  TX/LAMAR
 DM1421  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM1421
 DM1421                         *CURRENT SURVEY CONTROL
 DM1421  ___________________________________________________________________
 DM1421* NAD 83(1993)-  33 51 57.03713(N)    095 37 00.24232(W)     ADJUSTED  
 DM1421* NAVD 88     -       159.48   (+/-2cm)     523.2    (feet)  VERTCON   
 DM1421  ___________________________________________________________________
 DM1421  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DM1421  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DM1421
 DM1421  HORZ ORDER  -  SECOND
 DM1421  VERT ORDER  -  THIRD ? (See Below)
 DM1421
 DM1421.The horizontal coordinates were established by classical geodetic methods
 DM1421.and adjusted by the National Geodetic Survey in February 1996..
 DM1421
 DM1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1421.The vertical order pertains to the NGVD 29 superseded value.
 DM1421
 DM1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1421
 DM1421.The geoid height was determined by GEOID03.
 DM1421
 DM1421;                    North         East     Units Scale Factor Converg.
 DM1421;SPC TXNC     - 2,247,537.070   866,747.354   MT  0.99997343   +1 34 21.1
 DM1421;SPC TXNC     - 7,373,794.54  2,843,653.61   sFT  0.99997343   +1 34 21.1
 DM1421;UTM  15      - 3,750,362.659   257,938.925   MT  1.00032238   -1 27 32.0
 DM1421
 DM1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1421!SPC TXNC     -   0.99997937  x   0.99997343  =   0.99995280
 DM1421!UTM  15      -   0.99997937  x   1.00032238  =   1.00030174
 DM1421
 DM1421                          SUPERSEDED SURVEY CONTROL
 DM1421
 DM1421  NAD 83(1993)-  33 51 57.03703(N)    095 37 00.24134(W) AD(       ) 2
 DM1421  NAD 83(1986)-  33 51 57.04291(N)    095 37 00.23131(W) AD(       ) 2
 DM1421  NAD 27      -  33 51 56.67200(N)    095 36 59.36200(W) AD(       ) 2
 DM1421  NGVD 29 (07/19/86)  159.44   (m)          523.1    (f) LEVELING    3  
 DM1421
 DM1421.Superseded values are not recommended for survey control.
 DM1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1421.See file dsdata.txt to determine how the superseded data were derived.
 DM1421
 DM1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5793950363(NAD 83)
 DM1421_MARKER: DE = TRAVERSE STATION DISK
 DM1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1421_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1421+STABILITY: SURFACE MOTION
 DM1421
 DM1421  HISTORY     - Date     Condition        Report By
 DM1421  HISTORY     - 1951     MONUMENTED       CGS
 DM1421  HISTORY     - 19950607 GOOD             USPSQD
 DM1421
 DM1421                          STATION DESCRIPTION
 DM1421
 DM1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1421'STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF ARTHUR CITY,
 DM1421'2-3/4 MILES SOUTH OF THE RED RIVER, AND IN THE SMALL VILLAGE OF
 DM1421'FOREST GROVE.  IT IS IN THE SOUTHEAST CORNER OF REIDS STORE LOT,
 DM1421'30 FEET NORTH OF THE APPROXIMATE CENTERLINE OF FARM ROAD 197,
 DM1421'AND 8 FEET WEST OF A LARGE OAK TREE.  THE MARK IS A 12 BY 12 INCH
 DM1421'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES WITH A BRONZE DISC
 DM1421'IN THE TOP THAT IS STAMPED, PRIMARY TRAVERSE STATION 2 TT
 DM1421'49 PTS 21 ENGR TOPO CO.
 DM1421'
 DM1421'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FOREST
 DM1421'GROVE AND THE DISTANCE IS AS FOLLOWS--242.91 FEET OR 74.038
 DM1421'METERS.
 DM1421
 DM1421                          STATION RECOVERY (1995)
 DM1421
 DM1421'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1754 ***********************************************************************
 BK1754  DESIGNATION -  PTS 22 S USGS
 BK1754  PID         -  BK1754
 BK1754  STATE/COUNTY-  TX/ORANGE
 BK1754  USGS QUAD   -  ORANGEFIELD (1974)
 BK1754
 BK1754                         *CURRENT SURVEY CONTROL
 BK1754  ___________________________________________________________________
 BK1754* NAD 83(1986)-  30 05 26.     (N)    093 45 05.     (W)     SCALED    
 BK1754* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 BK1754  ___________________________________________________________________
 BK1754  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK1754
 BK1754  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1754
 BK1754.The horizontal coordinates were scaled from a topographic map and have
 BK1754.an estimated accuracy of +/- 6 seconds.
 BK1754
 BK1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1754.The vertical order pertains to the NGVD 29 superseded value.
 BK1754
 BK1754.The geoid height was determined by GEOID03.
 BK1754
 BK1754;                    North         East    Units  Estimated Accuracy
 BK1754;SPC TX C     - 3,065,760.    1,334,120.      MT  (+/- 180 meters Scaled)
 BK1754
 BK1754                          SUPERSEDED SURVEY CONTROL
 BK1754
 BK1754  NGVD 29 (??/??/??)    2.317  (m)            7.60   (f) ADJUSTED    1 2
 BK1754
 BK1754.Superseded values are not recommended for survey control.
 BK1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1754.See file dsdata.txt to determine how the superseded data were derived.
 BK1754
 BK1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP275290(NAD 83)
 BK1754_MARKER: DD = SURVEY DISK
 BK1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1754_STAMPING: 7.602 PT STA NO 22 S 1925
 BK1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1754+STABILITY: SURFACE MOTION
 BK1754
 BK1754  HISTORY     - Date     Condition        Report By
 BK1754  HISTORY     - 1925     MONUMENTED       USGS
 BK1754  HISTORY     - 1934     GOOD             CGS
 BK1754  HISTORY     - 1972     MARK NOT FOUND   NGS
 BK1754  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1754  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1754  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 BK1754
 BK1754                          STATION DESCRIPTION
 BK1754
 BK1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BK1754'0.5 MI W FROM ORANGE.
 BK1754'0.5 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BK1754'ORANGE, 100 FEET SOUTHEAST OF THE ORANGE-PORT ARTHUR HIGHWAY, 75 FEET
 BK1754'EAST OF A CROSS WARNING SIGN, AND 50 FEET SOUTHEAST OF THE TRACK.  A
 BK1754'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK SET IN THE TOP OF A
 BK1754'CONCRETE POST.
 BK1754
 BK1754                          STATION RECOVERY (1972)
 BK1754
 BK1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BK1754'MARK NOT FOUND.
 BK1754
 BK1754                          STATION RECOVERY (1996)
 BK1754
 BK1754'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1754'MARK NOT FOUND.
 BK1754
 BK1754                          STATION RECOVERY (2002)
 BK1754
 BK1754'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK1754'MARK NOT FOUND.
 BK1754
 BK1754                          STATION RECOVERY (2004)
 BK1754
 BK1754'RECOVERY NOTE BY US POWER SQUADRON 2004 (SSQ)
 BK1754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0166 ***********************************************************************
 DM0166  DESIGNATION -  PTS 23
 DM0166  PID         -  DM0166
 DM0166  STATE/COUNTY-  TX/BOWIE
 DM0166  USGS QUAD   -  LEARY (1975)
 DM0166
 DM0166                         *CURRENT SURVEY CONTROL
 DM0166  ___________________________________________________________________
 DM0166* NAD 83(1986)-  33 26 44.     (N)    094 09 26.     (W)     SCALED    
 DM0166* NAVD 88     -       105.569  (meters)     346.35   (feet)  ADJUSTED  
 DM0166  ___________________________________________________________________
 DM0166  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM0166  DYNAMIC HT  -         105.457 (meters)     345.99  (feet)  COMP
 DM0166  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 DM0166
 DM0166  VERT ORDER  -  SECOND    CLASS 0
 DM0166
 DM0166.The horizontal coordinates were scaled from a topographic map and have
 DM0166.an estimated accuracy of +/- 6 seconds.
 DM0166
 DM0166.The orthometric height was determined by differential leveling
 DM0166.and adjusted by the National Geodetic Survey in June 1991..
 DM0166
 DM0166.The geoid height was determined by GEOID03.
 DM0166
 DM0166.The dynamic height is computed by dividing the NAVD 88
 DM0166.geopotential number by the normal gravity value computed on the
 DM0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0166.degrees latitude (g = 980.6199 gals.).
 DM0166
 DM0166.The modeled gravity was interpolated from observed gravity values.
 DM0166
 DM0166;                    North         East    Units  Estimated Accuracy
 DM0166;SPC TXNC     - 2,205,610.    1,003,640.      MT  (+/- 180 meters Scaled)
 DM0166
 DM0166                          SUPERSEDED SURVEY CONTROL
 DM0166
 DM0166  NGVD 29 (??/??/92)  105.584  (m)          346.40   (f) ADJ UNCH    2 0
 DM0166
 DM0166.Superseded values are not recommended for survey control.
 DM0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0166.See file dsdata.txt to determine how the superseded data were derived.
 DM0166
 DM0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT924012(NAD 83)
 DM0166_MARKER: DD = SURVEY DISK
 DM0166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0166_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0166_STAMPING: STA 23 346 ADJ 1903
 DM0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0166
 DM0166  HISTORY     - Date     Condition        Report By
 DM0166  HISTORY     - 1903     MONUMENTED       USGS
 DM0166  HISTORY     - 1934     GOOD             NGS
 DM0166  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0166
 DM0166                          STATION DESCRIPTION
 DM0166
 DM0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0166'2.0 MI W FROM NASH.
 DM0166'2.0 MI W OF AND ALONG THE TP RR A PRIMARY TRAVERSE STATION.  340 FEET
 DM0166'E OF MILE POST 7.  43 FEET N OF CENTER OF MAIN TRACK.  6 FEET S OF R/W
 DM0166'FENCE.
 DM0166
 DM0166                          STATION RECOVERY (1997)
 DM0166
 DM0166'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0391 ***********************************************************************
 BN0391  DESIGNATION -  PTS 23 T
 BN0391  PID         -  BN0391
 BN0391  STATE/COUNTY-  TX/KIMBLE
 BN0391  USGS QUAD   -  ELM SLOUGH (1987)
 BN0391
 BN0391                         *CURRENT SURVEY CONTROL
 BN0391  ___________________________________________________________________
 BN0391* NAD 83(1986)-  30 33 05.     (N)    099 51 11.     (W)     SCALED    
 BN0391* NAVD 88     -       546.950  (meters)    1794.45   (feet)  POSTED    
 BN0391  ___________________________________________________________________
 BN0391  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BN0391  DYNAMIC HT  -         546.170 (meters)    1791.89  (feet)  COMP
 BN0391  MODELED GRAV-     979,205.3   (mgal)                       NAVD 88
 BN0391
 BN0391  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0391
 BN0391.The horizontal coordinates were scaled from a topographic map and have
 BN0391.an estimated accuracy of +/- 6 seconds.
 BN0391
 BN0391.The orthometric height was determined by differential leveling
 BN0391.and adjusted by the National Geodetic Survey in 1992..
 BN0391.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0391.rate of 0.0 thru 1.0 mm/km.
 BN0391
 BN0391.The geoid height was determined by GEOID03.
 BN0391
 BN0391.The dynamic height is computed by dividing the NAVD 88
 BN0391.geopotential number by the normal gravity value computed on the
 BN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0391.degrees latitude (g = 980.6199 gals.).
 BN0391
 BN0391.The modeled gravity was interpolated from observed gravity values.
 BN0391
 BN0391;                    North         East    Units  Estimated Accuracy
 BN0391;SPC TX C     - 3,098,180.      746,080.      MT  (+/- 180 meters Scaled)
 BN0391
 BN0391                          SUPERSEDED SURVEY CONTROL
 BN0391
 BN0391  NGVD 29 (??/??/92)  546.902  (m)         1794.29   (f) ADJ UNCH    1 2
 BN0391
 BN0391.Superseded values are not recommended for survey control.
 BN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0391.See file dsdata.txt to determine how the superseded data were derived.
 BN0391
 BN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU181801(NAD 83)
 BN0391_MARKER: DB = BENCH MARK DISK
 BN0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0391_STAMPING: 1794.294 P T S NO 23 T TEXAS 1925 H 98 1924
 BN0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0391+STABILITY: SURFACE MOTION
 BN0391
 BN0391  HISTORY     - Date     Condition        Report By
 BN0391  HISTORY     - 1924     MONUMENTED       USGS
 BN0391  HISTORY     - 1931     GOOD             NGS
 BN0391  HISTORY     - 1935     GOOD             NGS
 BN0391
 BN0391                          STATION DESCRIPTION
 BN0391
 BN0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0391'8.5 MI N FROM JUNCTION.
 BN0391'8.5 MILES NORTH ALONG U.S. HIGHWAY 83 FROM JUNCTION, KIMBLE COUNTY,
 BN0391'250 FEET SOUTH OF BEAR CREEK, DIRECTLY IN FRONT OF A YELLOW FARMHOUSE,
 BN0391'40 FEET NORTH OF A ROAD LEADING NORTHWEST THROUGH A GATE, AND 2 FEET
 BN0391'WEST OF THE FENCE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 BN0391'1794.294 P T S NO 23 T TEXAS 1925 H 98 1924 AND SET IN THE TOP OF A
 BN0391'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 BN0391
 BN0391                          STATION RECOVERY (1935)
 BN0391
 BN0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0389 ***********************************************************************
 BN0389  DESIGNATION -  PTS 24
 BN0389  PID         -  BN0389
 BN0389  STATE/COUNTY-  TX/KIMBLE
 BN0389  USGS QUAD   -  ELM SLOUGH (1987)
 BN0389
 BN0389                         *CURRENT SURVEY CONTROL
 BN0389  ___________________________________________________________________
 BN0389* NAD 83(1986)-  30 36 05.     (N)    099 52 27.     (W)     SCALED    
 BN0389* NAVD 88     -       575.440  (meters)    1887.92   (feet)  POSTED    
 BN0389  ___________________________________________________________________
 BN0389  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BN0389  DYNAMIC HT  -         574.620 (meters)    1885.23  (feet)  COMP
 BN0389  MODELED GRAV-     979,201.0   (mgal)                       NAVD 88
 BN0389
 BN0389  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0389
 BN0389.The horizontal coordinates were scaled from a topographic map and have
 BN0389.an estimated accuracy of +/- 6 seconds.
 BN0389
 BN0389.The orthometric height was determined by differential leveling
 BN0389.and adjusted by the National Geodetic Survey in 1992..
 BN0389.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0389.rate of 0.0 thru 1.0 mm/km.
 BN0389
 BN0389.The geoid height was determined by GEOID03.
 BN0389
 BN0389.The dynamic height is computed by dividing the NAVD 88
 BN0389.geopotential number by the normal gravity value computed on the
 BN0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0389.degrees latitude (g = 980.6199 gals.).
 BN0389
 BN0389.The modeled gravity was interpolated from observed gravity values.
 BN0389
 BN0389;                    North         East    Units  Estimated Accuracy
 BN0389;SPC TX C     - 3,103,710.      744,030.      MT  (+/- 180 meters Scaled)
 BN0389
 BN0389                          SUPERSEDED SURVEY CONTROL
 BN0389
 BN0389  NGVD 29 (??/??/92)  575.384  (m)         1887.74   (f) ADJ UNCH    1 2
 BN0389
 BN0389.Superseded values are not recommended for survey control.
 BN0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0389.See file dsdata.txt to determine how the superseded data were derived.
 BN0389
 BN0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU162857(NAD 83)
 BN0389_MARKER: DB = BENCH MARK DISK
 BN0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0389_STAMPING: 1887.739 P T S NO 24 TEXAS 1925 H 100 1924
 BN0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0389+STABILITY: SURFACE MOTION
 BN0389
 BN0389  HISTORY     - Date     Condition        Report By
 BN0389  HISTORY     - 1924     MONUMENTED       USGS
 BN0389  HISTORY     - 1931     GOOD             NGS
 BN0389  HISTORY     - 1935     GOOD             NGS
 BN0389  HISTORY     - 19981227 MARK NOT FOUND   USPSQD
 BN0389
 BN0389                          STATION DESCRIPTION
 BN0389
 BN0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0389'12.5 MI S FROM CLEO.
 BN0389'12.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM JUNCTION, KIMBLE COUNTY,
 BN0389'0.2 MILE SOUTH OF THE GENERAL STORE AT CLEO, 50 FEET NORTH OF A ROAD
 BN0389'LEADING EAST, AND 15 INCHES WEST OF A FENCE.  A U. S. GEOLOGICAL
 BN0389'SURVEY STANDARD DISK, STAMPED 1887.739 P T S NO 24 TEXAS 1925 H 100
 BN0389'1924 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 BN0389'GROUND.
 BN0389
 BN0389                          STATION RECOVERY (1935)
 BN0389
 BN0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0389'RECOVERED IN GOOD CONDITION.
 BN0389
 BN0389                          STATION RECOVERY (1998)
 BN0389
 BN0389'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4351 ***********************************************************************
 AW4351  DESIGNATION -  PTS 24 M
 AW4351  PID         -  AW4351
 AW4351  STATE/COUNTY-  TX/BRAZORIA
 AW4351  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4351
 AW4351                         *CURRENT SURVEY CONTROL
 AW4351  ___________________________________________________________________
 AW4351* NAD 83(1986)-  29 08 32.     (N)    095 38 38.     (W)     SCALED    
 AW4351* NAVD 88     -         9.91   (+/-2cm)      32.5    (feet)  VERTCON   
 AW4351  ___________________________________________________________________
 AW4351  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW4351
 AW4351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4351
 AW4351.The horizontal coordinates were scaled from a topographic map and have
 AW4351.an estimated accuracy of +/- 6 seconds.
 AW4351
 AW4351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4351.The vertical order pertains to the NGVD 29 superseded value.
 AW4351
 AW4351.The geoid height was determined by GEOID03.
 AW4351
 AW4351;                    North         East    Units  Estimated Accuracy
 AW4351;SPC TXSC     - 4,149,750.      926,480.      MT  (+/- 180 meters Scaled)
 AW4351
 AW4351                          SUPERSEDED SURVEY CONTROL
 AW4351
 AW4351  NGVD 29 (??/??/92)    9.927  (m)           32.57   (f) ADJ UNCH    2 0
 AW4351
 AW4351.Superseded values are not recommended for survey control.
 AW4351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4351.See file dsdata.txt to determine how the superseded data were derived.
 AW4351
 AW4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN427266(NAD 83)
 AW4351_MARKER: DB = BENCH MARK DISK
 AW4351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4351_STAMPING: P. T. STA. NO. 24 M 1925
 AW4351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4351+STABILITY: SURFACE MOTION
 AW4351
 AW4351  HISTORY     - Date     Condition        Report By
 AW4351  HISTORY     - 1925     MONUMENTED       USGS
 AW4351  HISTORY     - 1943     GOOD             NGS
 AW4351  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4351
 AW4351                          STATION DESCRIPTION
 AW4351
 AW4351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4351'IN WEST COLUMBIA.
 AW4351'BENCH MARK IS AT THE WEST COLUMBIA SCHOOL, ABOUT ONE BLOCK EAST OF THE
 AW4351'CITY WATER TANK.  IT IS 150.0 FEET NORTH OF THE NORTH ENTRANCE TO THE
 AW4351'SCHOOL BUILDING, 28.0 FEET SOUTH OF THE CENTERLINE OF A STREET, 8.8
 AW4351'FEET NORTHEAST OF A STEEL FLAG-POLE AND 2.8 FEET WEST OF THE WEST EDGE
 AW4351'OF THE SIDEWALK LEADING TO SCHOOL.  MONUMENT IS FLUSH WITH TOP OF
 AW4351'GROUND, AND SET IN A CONCRETE POST.
 AW4351
 AW4351                          STATION RECOVERY (1994)
 AW4351
 AW4351'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0690 ***********************************************************************
 BL0690  DESIGNATION -  PTS 25 M
 BL0690  PID         -  BL0690
 BL0690  STATE/COUNTY-  TX/TYLER
 BL0690  USGS QUAD   -  CHESTER (1984)
 BL0690
 BL0690                         *CURRENT SURVEY CONTROL
 BL0690  ___________________________________________________________________
 BL0690* NAD 83(1986)-  30 58 08.     (N)    094 36 04.     (W)     SCALED    
 BL0690* NAVD 88     -        88.54   (+/-2cm)     290.5    (feet)  VERTCON   
 BL0690  ___________________________________________________________________
 BL0690  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL0690
 BL0690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0690
 BL0690.The horizontal coordinates were scaled from a topographic map and have
 BL0690.an estimated accuracy of +/- 6 seconds.
 BL0690
 BL0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0690.The vertical order pertains to the NGVD 29 superseded value.
 BL0690
 BL0690.The geoid height was determined by GEOID03.
 BL0690
 BL0690;                    North         East    Units  Estimated Accuracy
 BL0690;SPC TX C     - 3,158,460.    1,247,320.      MT  (+/- 180 meters Scaled)
 BL0690
 BL0690                          SUPERSEDED SURVEY CONTROL
 BL0690
 BL0690  NGVD 29 (??/??/92)   88.555  (m)          290.53   (f) ADJ UNCH    2 0
 BL0690
 BL0690.Superseded values are not recommended for survey control.
 BL0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0690.See file dsdata.txt to determine how the superseded data were derived.
 BL0690
 BL0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ470272(NAD 83)
 BL0690_MARKER: DD = SURVEY DISK
 BL0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0690_STAMPING: P.T.STA. NO.25 M 1926
 BL0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0690+STABILITY: SURFACE MOTION
 BL0690
 BL0690  HISTORY     - Date     Condition        Report By
 BL0690  HISTORY     - 1926     MONUMENTED       USGS
 BL0690  HISTORY     - 1949     GOOD             NGS
 BL0690
 BL0690                          STATION DESCRIPTION
 BL0690
 BL0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0690'3.85 MI NW FROM CHESTER.
 BL0690'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BL0690'THENCE 1.7 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 0.15 MILE WEST
 BL0690'ALONG A PRIVATE ROAD, AT THE TOP OF A HILL, 71.0 FEET EAST OF A POINT
 BL0690'118.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE H. E. SEAMAN
 BL0690'FARMHOUSE, 42.0 FEET EAST OF A POWER LINE TRANSFORMER POLE, 17.0 FEET
 BL0690'SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET NORTH OF A REFERENCE
 BL0690'POST, SET IN THE TOP OF A SANDSTONE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0329 ***********************************************************************
 BM0329  DESIGNATION -  PTS 25 USGS
 BM0329  PID         -  BM0329
 BM0329  STATE/COUNTY-  TX/BELL
 BM0329  USGS QUAD   -  LITTLE RIVER (1978)
 BM0329
 BM0329                         *CURRENT SURVEY CONTROL
 BM0329  ___________________________________________________________________
 BM0329* NAD 83(1986)-  30 59 35.     (N)    097 21 56.     (W)     SCALED    
 BM0329* NAVD 88     -       153.530  (meters)     503.71   (feet)  ADJUSTED  
 BM0329  ___________________________________________________________________
 BM0329  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BM0329  DYNAMIC HT  -         153.327 (meters)     503.04  (feet)  COMP
 BM0329  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 BM0329
 BM0329  VERT ORDER  -  FIRST     CLASS II
 BM0329
 BM0329.The horizontal coordinates were scaled from a topographic map and have
 BM0329.an estimated accuracy of +/- 6 seconds.
 BM0329
 BM0329.The orthometric height was determined by differential leveling
 BM0329.and adjusted by the National Geodetic Survey in June 1991..
 BM0329
 BM0329.The geoid height was determined by GEOID03.
 BM0329
 BM0329.The dynamic height is computed by dividing the NAVD 88
 BM0329.geopotential number by the normal gravity value computed on the
 BM0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0329.degrees latitude (g = 980.6199 gals.).
 BM0329
 BM0329.The modeled gravity was interpolated from observed gravity values.
 BM0329
 BM0329;                    North         East    Units  Estimated Accuracy
 BM0329;SPC TX C     - 3,150,820.      983,390.      MT  (+/- 180 meters Scaled)
 BM0329
 BM0329                          SUPERSEDED SURVEY CONTROL
 BM0329
 BM0329  NGVD 29 (??/??/92)  153.466  (m)          503.50   (f) ADJ UNCH    1 2
 BM0329
 BM0329.Superseded values are not recommended for survey control.
 BM0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0329.See file dsdata.txt to determine how the superseded data were derived.
 BM0329
 BM0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV560299(NAD 83)
 BM0329_MARKER: P = PIPE CAP
 BM0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0329_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0329_STAMPING: TEX. PRIM. TRAV. NO. 25 1910
 BM0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0329
 BM0329  HISTORY     - Date     Condition        Report By
 BM0329  HISTORY     - 1910     MONUMENTED       USGS
 BM0329  HISTORY     - 1933     GOOD             NGS
 BM0329  HISTORY     - 1938     GOOD             NGS
 BM0329  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0329  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0329
 BM0329                          STATION DESCRIPTION
 BM0329
 BM0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0329'0.3 MI N FROM LITTLE RIVER.
 BM0329'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, 45 FEET EAST OF CENTER OF
 BM0329'TRACK, 6 FEET INSIDE RIGHT OF WAY FENCE.  NOTE-- PIPE LOOSE.
 BM0329
 BM0329                          STATION RECOVERY (1938)
 BM0329
 BM0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BM0329'RECOVERED IN GOOD CONDITION.
 BM0329
 BM0329                          STATION RECOVERY (1980)
 BM0329
 BM0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0329'SEARCHED FOR, NOT RECOVERED.
 BM0329
 BM0329                          STATION RECOVERY (2001)
 BM0329
 BM0329'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4401 ***********************************************************************
 AW4401  DESIGNATION -  PTS 26 M
 AW4401  PID         -  AW4401
 AW4401  STATE/COUNTY-  TX/BRAZORIA
 AW4401  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4401
 AW4401                         *CURRENT SURVEY CONTROL
 AW4401  ___________________________________________________________________
 AW4401* NAD 83(1986)-  29 11 54.     (N)    095 36 18.     (W)     SCALED    
 AW4401* NAVD 88     -        10.31   (+/-2cm)      33.8    (feet)  VERTCON   
 AW4401  ___________________________________________________________________
 AW4401  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW4401
 AW4401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4401
 AW4401.The horizontal coordinates were scaled from a topographic map and have
 AW4401.an estimated accuracy of +/- 6 seconds.
 AW4401
 AW4401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4401.The vertical order pertains to the NGVD 29 superseded value.
 AW4401
 AW4401.The geoid height was determined by GEOID03.
 AW4401
 AW4401;                    North         East    Units  Estimated Accuracy
 AW4401;SPC TXSC     - 4,156,070.      930,080.      MT  (+/- 180 meters Scaled)
 AW4401
 AW4401                          SUPERSEDED SURVEY CONTROL
 AW4401
 AW4401  NGVD 29 (??/??/92)   10.314  (m)           33.84   (f) ADJ UNCH    2 0
 AW4401
 AW4401.Superseded values are not recommended for survey control.
 AW4401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4401.See file dsdata.txt to determine how the superseded data were derived.
 AW4401
 AW4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN467327(NAD 83)
 AW4401_MARKER: DD = SURVEY DISK
 AW4401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4401_STAMPING: P. T. STA. NO. 26 M 1925
 AW4401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4401+STABILITY: SURFACE MOTION
 AW4401
 AW4401  HISTORY     - Date     Condition        Report By
 AW4401  HISTORY     - 1925     MONUMENTED       USGS
 AW4401  HISTORY     - 1943     GOOD             NGS
 AW4401  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AW4401  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 AW4401
 AW4401                          STATION DESCRIPTION
 AW4401
 AW4401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4401'4.9 MI N FROM EAST COLUMBIA.
 AW4401'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4401'COLUMBIA.  PROCEED NORTHERLY 4.9 MILES ALONG CONCRETE HIGHWAY TO SITE
 AW4401'OF BENCH MARK.  BENCH MARK IS AT THE EAST EDGE OF A SMALL FIELD, AT A
 AW4401'CURVE OF AN ABANDONED ROAD.  IT IS ABOUT 0.1 MILE EAST OF THE CONCRETE
 AW4401'ROAD, ABOUT 0.1 MILE SOUTHEAST OF A WHITE HOUSE ON EAST SIDE OF
 AW4401'CONCRETE ROAD, 360.0 FEET SOUTH OF A SMALL BARN AND CORRAL, 30.0 FEET
 AW4401'EAST OF THE CENTERLINE OF THE ABANDONED ROAD AT THE CURVE, 14.0 FEET
 AW4401'SOUTH OF A TREE FORMING THE CORNER OF A T FENCE INTERSECTION AND 3.0
 AW4401'FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST.  MONUMENT IS FLUSH
 AW4401'WITH TOP OF GROUND, AND SET IN A CONCRETE POST.
 AW4401
 AW4401                          STATION RECOVERY (1998)
 AW4401
 AW4401'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4401'MARK NOT FOUND.
 AW4401
 AW4401                          STATION RECOVERY (2004)
 AW4401
 AW4401'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0096 ***********************************************************************
 AO0096  DESIGNATION -  PTS 26=J 46
 AO0096  PID         -  AO0096
 AO0096  STATE/COUNTY-  TX/MCMULLEN
 AO0096  USGS QUAD   -  CALLIHAM NW (1967)
 AO0096
 AO0096                         *CURRENT SURVEY CONTROL
 AO0096  ___________________________________________________________________
 AO0096* NAD 83(1986)-  28 27 36.     (N)    098 24 02.     (W)     SCALED    
 AO0096* NAVD 88     -        90.371  (meters)     296.49   (feet)  ADJUSTED  
 AO0096  ___________________________________________________________________
 AO0096  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AO0096  DYNAMIC HT  -          90.237 (meters)     296.05  (feet)  COMP
 AO0096  MODELED GRAV-     979,163.6   (mgal)                       NAVD 88
 AO0096
 AO0096  VERT ORDER  -  SECOND    CLASS 0
 AO0096
 AO0096.The horizontal coordinates were scaled from a topographic map and have
 AO0096.an estimated accuracy of +/- 6 seconds.
 AO0096
 AO0096.The orthometric height was determined by differential leveling
 AO0096.and adjusted by the National Geodetic Survey in June 1991..
 AO0096
 AO0096.The geoid height was determined by GEOID03.
 AO0096
 AO0096.The dynamic height is computed by dividing the NAVD 88
 AO0096.geopotential number by the normal gravity value computed on the
 AO0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0096.degrees latitude (g = 980.6199 gals.).
 AO0096
 AO0096.The modeled gravity was interpolated from observed gravity values.
 AO0096
 AO0096;                    North         East    Units  Estimated Accuracy
 AO0096;SPC TXSC     - 4,069,600.      658,710.      MT  (+/- 180 meters Scaled)
 AO0096
 AO0096                          SUPERSEDED SURVEY CONTROL
 AO0096
 AO0096  NGVD 29 (??/??/92)   90.339  (m)          296.39   (f) ADJ UNCH    2 0
 AO0096
 AO0096.Superseded values are not recommended for survey control.
 AO0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0096.See file dsdata.txt to determine how the superseded data were derived.
 AO0096
 AO0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS586483(NAD 83)
 AO0096_MARKER: DD = SURVEY DISK
 AO0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0096_STAMPING: 296.39 P T STA NO 26 K J 46 1925
 AO0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0096+STABILITY: SURFACE MOTION
 AO0096
 AO0096  HISTORY     - Date     Condition        Report By
 AO0096  HISTORY     - 1925     MONUMENTED       USGS
 AO0096  HISTORY     - 1934     GOOD             NGS
 AO0096
 AO0096                          STATION DESCRIPTION
 AO0096
 AO0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0096'3.6 MI W FROM CALLIHAM.
 AO0096'3.6 MILES WEST ALONG THE ROAD LEADING TO TILDEN FROM CALLIHAM,
 AO0096'MCMULLEN COUNTY, AT A CURVE IN THE ROAD FROM SOUTHWEST TO WEST, 32
 AO0096'FEET SOUTH OF AN AUTO PASS, AND AT A FENCE CORNER.  A UNITED STATES
 AO0096'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 296.39 P T STA NO 26 K J 46
 AO0096'1925 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0897 ***********************************************************************
 AH0897  DESIGNATION -  PTS 29 Y
 AH0897  PID         -  AH0897
 AH0897  STATE/COUNTY-  TX/KLEBERG
 AH0897  USGS QUAD   -  CONCORDIA (1975)
 AH0897
 AH0897                         *CURRENT SURVEY CONTROL
 AH0897  ___________________________________________________________________
 AH0897* NAD 83(1986)-  27 31 49.     (N)    097 40 06.     (W)     SCALED    
 AH0897* NAVD 88     -        10.505  (meters)      34.47   (feet)  ADJUSTED  
 AH0897  ___________________________________________________________________
 AH0897  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AH0897  DYNAMIC HT  -          10.489 (meters)      34.41  (feet)  COMP
 AH0897  MODELED GRAV-     979,108.3   (mgal)                       NAVD 88
 AH0897
 AH0897  VERT ORDER  -  SECOND    CLASS 0
 AH0897
 AH0897.The horizontal coordinates were scaled from a topographic map and have
 AH0897.an estimated accuracy of +/- 6 seconds.
 AH0897
 AH0897.The orthometric height was determined by differential leveling
 AH0897.and adjusted by the National Geodetic Survey in June 1991..
 AH0897
 AH0897.The geoid height was determined by GEOID03.
 AH0897
 AH0897.The dynamic height is computed by dividing the NAVD 88
 AH0897.geopotential number by the normal gravity value computed on the
 AH0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0897.degrees latitude (g = 980.6199 gals.).
 AH0897
 AH0897.The modeled gravity was interpolated from observed gravity values.
 AH0897
 AH0897;                    North         East    Units  Estimated Accuracy
 AH0897;SPC TX S     - 5,206,750.      382,150.      MT  (+/- 180 meters Scaled)
 AH0897
 AH0897                          SUPERSEDED SURVEY CONTROL
 AH0897
 AH0897  NGVD 29 (??/??/92)   10.628  (m)           34.87   (f) ADJ UNCH    2 0
 AH0897
 AH0897.Superseded values are not recommended for survey control.
 AH0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0897.See file dsdata.txt to determine how the superseded data were derived.
 AH0897
 AH0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR315458(NAD 83)
 AH0897_MARKER: DD = SURVEY DISK
 AH0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0897_STAMPING: PRIM TRAV STA NO 29 Y TEXAS 5 A 1923
 AH0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0897+STABILITY: SURFACE MOTION
 AH0897
 AH0897  HISTORY     - Date     Condition        Report By
 AH0897  HISTORY     - 1923     MONUMENTED       USGS
 AH0897  HISTORY     - 1951     GOOD             NGS
 AH0897
 AH0897                          STATION DESCRIPTION
 AH0897
 AH0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0897'12.4 MI E FROM KINGSVILLE.
 AH0897'12.4 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0897'KINGSVILLE, 1.9 MILES EAST OF TRIANGULATION STATION NORIA 1949, 32
 AH0897'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 32 FEET SOUTH OF THE CENTER
 AH0897'OF A GATE, 2.7 FEET WEST OF A FENCE, 1.3 FEET WEST OF A WITNESS POST,
 AH0897'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AH0897'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0033 ***********************************************************************
 CB0033  DESIGNATION -  PTS 3 K
 CB0033  PID         -  CB0033
 CB0033  STATE/COUNTY-  TX/TOM GREEN
 CB0033  USGS QUAD   -  HARRIET (1984)
 CB0033
 CB0033                         *CURRENT SURVEY CONTROL
 CB0033  ___________________________________________________________________
 CB0033* NAD 83(1986)-  31 31 05.     (N)    100 21 33.     (W)     SCALED    
 CB0033* NAVD 88     -       564.692  (meters)    1852.66   (feet)  ADJUSTED  
 CB0033  ___________________________________________________________________
 CB0033  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CB0033  DYNAMIC HT  -         563.922 (meters)    1850.13  (feet)  COMP
 CB0033  MODELED GRAV-     979,258.8   (mgal)                       NAVD 88
 CB0033
 CB0033  VERT ORDER  -  SECOND    CLASS 0
 CB0033
 CB0033.The horizontal coordinates were scaled from a topographic map and have
 CB0033.an estimated accuracy of +/- 6 seconds.
 CB0033
 CB0033.The orthometric height was determined by differential leveling
 CB0033.and adjusted by the National Geodetic Survey in June 1991..
 CB0033
 CB0033.The geoid height was determined by GEOID03.
 CB0033
 CB0033.The dynamic height is computed by dividing the NAVD 88
 CB0033.geopotential number by the normal gravity value computed on the
 CB0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0033.degrees latitude (g = 980.6199 gals.).
 CB0033
 CB0033.The modeled gravity was interpolated from observed gravity values.
 CB0033
 CB0033;                    North         East    Units  Estimated Accuracy
 CB0033;SPC TX C     - 3,205,240.      697,550.      MT  (+/- 180 meters Scaled)
 CB0033
 CB0033                          SUPERSEDED SURVEY CONTROL
 CB0033
 CB0033  NGVD 29 (??/??/92)  564.538  (m)         1852.16   (f) ADJ UNCH    2 0
 CB0033
 CB0033.Superseded values are not recommended for survey control.
 CB0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0033.See file dsdata.txt to determine how the superseded data were derived.
 CB0033
 CB0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV709878(NAD 83)
 CB0033_MARKER: DD = SURVEY DISK
 CB0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0033_STAMPING: PRIM TRAV STA NO 3 K 1923
 CB0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0033+STABILITY: SURFACE MOTION
 CB0033
 CB0033  HISTORY     - Date     Condition        Report By
 CB0033  HISTORY     - 1923     MONUMENTED       USGS
 CB0033  HISTORY     - 1934     GOOD             NGS
 CB0033  HISTORY     - 1940     GOOD             NGS
 CB0033
 CB0033                          STATION DESCRIPTION
 CB0033
 CB0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0033'5.6 MI NE FROM SAN ANGELO.
 CB0033'5.6 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0033'SAN ANGELO, TOM GREEN COUNTY, 3.2 MILES SOUTHWEST OF HARRIET, AT A
 CB0033'PRIVATE-ROAD CROSSING, NORTH OF A HIGHWAY, SOUTH OF THE TRACK, AND AT
 CB0033'A RIGHT-OF-WAY FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 CB0033'STANDARD DISK, STAMPED PRIM TRAV STA NO 3 K 1923 MARKED BY THE PAINTED
 CB0033'LETTERS 1852.132 PTS 3K 1923 AND SET IN THE TOP OF A CONCRETE POST.
 CB0033
 CB0033                          STATION RECOVERY (1940)
 CB0033
 CB0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4036 ***********************************************************************
 AW4036  DESIGNATION -  PTS 3 M RESET 1948
 AW4036  PID         -  AW4036
 AW4036  STATE/COUNTY-  TX/FORT BEND
 AW4036  USGS QUAD   -  JULIFF (1974)
 AW4036
 AW4036                         *CURRENT SURVEY CONTROL
 AW4036  ___________________________________________________________________
 AW4036* NAD 83(1986)-  29 27 26.     (N)    095 28 28.     (W)     SCALED    
 AW4036* NAVD 88     -        18.51   (+/-2cm)      60.7    (feet)  VERTCON   
 AW4036  ___________________________________________________________________
 AW4036  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW4036
 AW4036  VERT ORDER  -  THIRD (See Below)
 AW4036
 AW4036.The horizontal coordinates were scaled from a topographic map and have
 AW4036.an estimated accuracy of +/- 6 seconds.
 AW4036
 AW4036.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4036.The vertical order pertains to the NGVD 29 superseded value.
 AW4036
 AW4036.The geoid height was determined by GEOID03.
 AW4036
 AW4036;                    North         East    Units  Estimated Accuracy
 AW4036;SPC TXSC     - 4,185,120.      941,910.      MT  (+/- 180 meters Scaled)
 AW4036
 AW4036                          SUPERSEDED SURVEY CONTROL
 AW4036
 AW4036  NGVD 29 (??/??/??)   18.50   (m)           60.7    (f) RESET       3  
 AW4036
 AW4036.Superseded values are not recommended for survey control.
 AW4036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4036.See file dsdata.txt to determine how the superseded data were derived.
 AW4036
 AW4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN600611(NAD 83)
 AW4036_MARKER: DD = SURVEY DISK
 AW4036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4036_STAMPING: P.T.S. 3 M RESET 1948
 AW4036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4036+STABILITY: SURFACE MOTION
 AW4036
 AW4036  HISTORY     - Date     Condition        Report By
 AW4036  HISTORY     - 1948     MONUMENTED       TXHD
 AW4036  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4036  HISTORY     - 19901208 MARK NOT FOUND   USPSQD
 AW4036  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 AW4036  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4036
 AW4036                          STATION DESCRIPTION
 AW4036
 AW4036'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AW4036'3.2 MI S FROM ARCOLA JCT.
 AW4036'3.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AW4036'OF THE GULF, COLORADO AND SANTA FE RAILWAY AT ARCOLA JUNCTION, FORT
 AW4036'BEND COUNTY, 350 FEET NORTHEAST OF THE D. C. DICKENSON STORE, IN 1949,
 AW4036'46 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 288, AT THE
 AW4036'RIGHT-OF-WAY FENCE, AND 4 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 AW4036'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 AW4036'ENGINEERS OF THE STATE HIGHWAY DEPARTMENT.  A U.S.G.S. STANDARD DISK,
 AW4036'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AW4036'STAMPED P.T.S. 3 M RESET 1948.
 AW4036
 AW4036                          STATION RECOVERY (1988)
 AW4036
 AW4036'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4036'MARK NOT FOUND.
 AW4036
 AW4036                          STATION RECOVERY (1990)
 AW4036
 AW4036'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW4036'MARK NOT FOUND.
 AW4036
 AW4036                          STATION RECOVERY (1998)
 AW4036
 AW4036'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4036'MARK NOT FOUND.
 AW4036
 AW4036                          STATION RECOVERY (2004)
 AW4036
 AW4036'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4036'GO SOUTH ON HW 521 FROM ARCOLA TO N29 27 26 W095 28 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4035 ***********************************************************************
 AW4035  DESIGNATION -  PTS 3 M USGS
 AW4035  PID         -  AW4035
 AW4035  STATE/COUNTY-  TX/FORT BEND
 AW4035  USGS QUAD   -  JULIFF (1974)
 AW4035
 AW4035                         *CURRENT SURVEY CONTROL
 AW4035  ___________________________________________________________________
 AW4035* NAD 83(1986)-  29 27 26.     (N)    095 28 28.     (W)     SCALED    
 AW4035* NAVD 88     -        18.72   (+/-2cm)      61.4    (feet)  VERTCON   
 AW4035  ___________________________________________________________________
 AW4035  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW4035
 AW4035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4035
 AW4035.The horizontal coordinates were scaled from a topographic map and have
 AW4035.an estimated accuracy of +/- 6 seconds.
 AW4035
 AW4035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4035.The vertical order pertains to the NGVD 29 superseded value.
 AW4035
 AW4035.The geoid height was determined by GEOID03.
 AW4035
 AW4035;                    North         East    Units  Estimated Accuracy
 AW4035;SPC TXSC     - 4,185,120.      941,910.      MT  (+/- 180 meters Scaled)
 AW4035
 AW4035                          SUPERSEDED SURVEY CONTROL
 AW4035
 AW4035  NGVD 29 (??/??/92)   18.72   (m)           61.4    (f) COMPUTED    2 0
 AW4035
 AW4035.Superseded values are not recommended for survey control.
 AW4035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4035.See file dsdata.txt to determine how the superseded data were derived.
 AW4035
 AW4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN600611(NAD 83)
 AW4035_MARKER: DD = SURVEY DISK
 AW4035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4035_STAMPING: PT. STA. NO.3 M 1925
 AW4035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4035+STABILITY: SURFACE MOTION
 AW4035
 AW4035  HISTORY     - Date     Condition        Report By
 AW4035  HISTORY     - 1925     MONUMENTED       USGS
 AW4035  HISTORY     - 1942     GOOD             NGS
 AW4035  HISTORY     - 19901208 MARK NOT FOUND   USPSQD
 AW4035  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 AW4035  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4035
 AW4035                          STATION DESCRIPTION
 AW4035
 AW4035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW4035'3.15 MI S FROM ARCOLA.
 AW4035'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD JUNCTION AT
 AW4035'ARCOLA, PROCEED 3.15 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD TO
 AW4035'A COUNTRY STORE OWNED BY D.C. DICKENSON AND TO SITE OF BENCH MARK.
 AW4035'BENCH MARK IS ABOUT 300.0 FEET NORTHEAST OF THE DICKENSON STORE.  IT
 AW4035'IS 38.3 FEET EAST OF AND ABOUT 0.5 FEET BELOW THE CENTERLINE OF STATE
 AW4035'HIGHWAY NO. 288 RUNNING PARALLELL WITH THE TRACK, ABOUT 4.0 FEET EAST
 AW4035'OF THE RIGHT-OF-WAY FENCE.  MONUMENT IS 2.0 FEET NORTH OF A 4X4 INCH
 AW4035'WHITE WOODEN MARKER POST AND PROJECTS 0.8 FOOT.
 AW4035
 AW4035                          STATION RECOVERY (1990)
 AW4035
 AW4035'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW4035'MARK NOT FOUND.
 AW4035
 AW4035                          STATION RECOVERY (1998)
 AW4035
 AW4035'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4035'MARK NOT FOUND.
 AW4035
 AW4035                          STATION RECOVERY (2004)
 AW4035
 AW4035'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4035'GO SOUTH ON HW 521 FROM ARCOLA TO N29 27 26 W095 28 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0605 ***********************************************************************
 BY0605  DESIGNATION -  PTS 30 M
 BY0605  PID         -  BY0605
 BY0605  STATE/COUNTY-  TX/TYLER
 BY0605  USGS QUAD   -  ROCKLAND (1984)
 BY0605
 BY0605                         *CURRENT SURVEY CONTROL
 BY0605  ___________________________________________________________________
 BY0605* NAD 83(1986)-  31 01 01.     (N)    094 22 57.     (W)     SCALED    
 BY0605* NAVD 88     -        38.84   (+/-2cm)     127.4    (feet)  VERTCON   
 BY0605  ___________________________________________________________________
 BY0605  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0605
 BY0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0605
 BY0605.The horizontal coordinates were scaled from a topographic map and have
 BY0605.an estimated accuracy of +/- 6 seconds.
 BY0605
 BY0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0605.The vertical order pertains to the NGVD 29 superseded value.
 BY0605
 BY0605.The geoid height was determined by GEOID03.
 BY0605
 BY0605;                    North         East    Units  Estimated Accuracy
 BY0605;SPC TX C     - 3,164,880.    1,267,890.      MT  (+/- 180 meters Scaled)
 BY0605
 BY0605                          SUPERSEDED SURVEY CONTROL
 BY0605
 BY0605  NGVD 29 (??/??/92)   38.849  (m)          127.46   (f) ADJ UNCH    2 0
 BY0605
 BY0605.Superseded values are not recommended for survey control.
 BY0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0605.See file dsdata.txt to determine how the superseded data were derived.
 BY0605
 BY0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ680323(NAD 83)
 BY0605_MARKER: DE = TRAVERSE STATION DISK
 BY0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0605_STAMPING: P.T.STA. 30 M 1926
 BY0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0605+STABILITY: SURFACE MOTION
 BY0605
 BY0605  HISTORY     - Date     Condition        Report By
 BY0605  HISTORY     - 1926     MONUMENTED       USGS
 BY0605  HISTORY     - 1949     GOOD             NGS
 BY0605
 BY0605                          STATION DESCRIPTION
 BY0605
 BY0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0605'IN ROCKLAND.
 BY0605'AT ROCKLAND, 1 BLOCK SOUTHWEST AND 1 BLOCK NORTHWEST OF THE TEXAS AND
 BY0605'NEW ORLEANS RAILWAY STATION, 111.0 FEET SOUTHWEST OF THE CENTER LINE
 BY0605'OF A NORTHWEST-SOUTHEAST ROAD, 23.0 FEET SOUTHEAST OF THE CENTER LINE
 BY0605'OF A NORTHEAST-SOUTHWEST ROAD, 4.0 FEET NORTHEAST OF A TELEPHONE POLE,
 BY0605'2.6 FEET NORTHWEST OF THE NORTH CORNER OF A STONE FENCE IN FRONT OF
 BY0605'THE RESIDENCE OF T. S. ONEILL, 0.6 FOOT SOUTHWEST OF A REFERENCE POST,
 BY0605'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 BY0605'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0101 ***********************************************************************
 AO0101  DESIGNATION -  PTS 30=J 42
 AO0101  PID         -  AO0101
 AO0101  STATE/COUNTY-  TX/MCMULLEN
 AO0101  USGS QUAD   -  TILDEN (1968)
 AO0101
 AO0101                         *CURRENT SURVEY CONTROL
 AO0101  ___________________________________________________________________
 AO0101* NAD 83(1986)-  28 27 12.     (N)    098 31 29.     (W)     SCALED    
 AO0101* NAVD 88     -        84.303  (meters)     276.58   (feet)  ADJUSTED  
 AO0101  ___________________________________________________________________
 AO0101  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AO0101  DYNAMIC HT  -          84.178 (meters)     276.17  (feet)  COMP
 AO0101  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AO0101
 AO0101  VERT ORDER  -  SECOND    CLASS 0
 AO0101
 AO0101.The horizontal coordinates were scaled from a topographic map and have
 AO0101.an estimated accuracy of +/- 6 seconds.
 AO0101
 AO0101.The orthometric height was determined by differential leveling
 AO0101.and adjusted by the National Geodetic Survey in June 1991..
 AO0101
 AO0101.The geoid height was determined by GEOID03.
 AO0101
 AO0101.The dynamic height is computed by dividing the NAVD 88
 AO0101.geopotential number by the normal gravity value computed on the
 AO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0101.degrees latitude (g = 980.6199 gals.).
 AO0101
 AO0101.The modeled gravity was interpolated from observed gravity values.
 AO0101
 AO0101;                    North         East    Units  Estimated Accuracy
 AO0101;SPC TXSC     - 4,068,810.      646,550.      MT  (+/- 180 meters Scaled)
 AO0101
 AO0101                          SUPERSEDED SURVEY CONTROL
 AO0101
 AO0101  NGVD 29 (??/??/92)   84.271  (m)          276.48   (f) ADJ UNCH    2 0
 AO0101
 AO0101.Superseded values are not recommended for survey control.
 AO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0101.See file dsdata.txt to determine how the superseded data were derived.
 AO0101
 AO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS465475(NAD 83)
 AO0101_MARKER: DD = SURVEY DISK
 AO0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0101_STAMPING: 276.47 P T STA NO 30 K J 42 1925
 AO0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0101+STABILITY: SURFACE MOTION
 AO0101
 AO0101  HISTORY     - Date     Condition        Report By
 AO0101  HISTORY     - 1925     MONUMENTED       USGS
 AO0101  HISTORY     - 1934     GOOD             NGS
 AO0101
 AO0101                          STATION DESCRIPTION
 AO0101
 AO0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0101'1.9 MI E FROM TILDEN.
 AO0101'1.9 MILES EAST ALONG THE ROAD LEADING TO CALLIHAM FROM TILDEN,
 AO0101'MCMULLEN COUNTY, 22 FEET WEST OF THE CENTERLINE OF A T-ROAD LEADING
 AO0101'NORTH TO THE NORTON RANCH HOUSE, ABOUT 20 FEET NORTH OF THE CENTERLINE
 AO0101'OF THE MAIN ROAD, AND AT A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 AO0101'SURVEY STANDARD DISK, STAMPED 276.47 P T STA NO 30 K J 42 1925 AND SET
 AO0101'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0769 ***********************************************************************
 CR0769  DESIGNATION -  PTS 31 F
 CR0769  PID         -  CR0769
 CR0769  STATE/COUNTY-  TX/HENDERSON
 CR0769  USGS QUAD   -  CHANDLER (1973)
 CR0769
 CR0769                         *CURRENT SURVEY CONTROL
 CR0769  ___________________________________________________________________
 CR0769* NAD 83(1986)-  32 20 57.     (N)    095 29 58.     (W)     SCALED    
 CR0769* NAVD 88     -       162.068  (meters)     531.72   (feet)  ADJUSTED  
 CR0769  ___________________________________________________________________
 CR0769  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CR0769  DYNAMIC HT  -         161.880 (meters)     531.10  (feet)  COMP
 CR0769  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 CR0769
 CR0769  VERT ORDER  -  SECOND    CLASS 0
 CR0769
 CR0769.The horizontal coordinates were scaled from a topographic map and have
 CR0769.an estimated accuracy of +/- 6 seconds.
 CR0769
 CR0769.The orthometric height was determined by differential leveling
 CR0769.and adjusted by the National Geodetic Survey in June 1991..
 CR0769
 CR0769.The geoid height was determined by GEOID03.
 CR0769
 CR0769.The dynamic height is computed by dividing the NAVD 88
 CR0769.geopotential number by the normal gravity value computed on the
 CR0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0769.degrees latitude (g = 980.6199 gals.).
 CR0769
 CR0769.The modeled gravity was interpolated from observed gravity values.
 CR0769
 CR0769;                    North         East    Units  Estimated Accuracy
 CR0769;SPC TXNC     - 2,079,720.      882,400.      MT  (+/- 180 meters Scaled)
 CR0769
 CR0769                          SUPERSEDED SURVEY CONTROL
 CR0769
 CR0769  NGVD 29 (??/??/92)  162.093  (m)          531.80   (f) ADJ UNCH    2 0
 CR0769
 CR0769.Superseded values are not recommended for survey control.
 CR0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0769.See file dsdata.txt to determine how the superseded data were derived.
 CR0769
 CR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR647818(NAD 83)
 CR0769_MARKER: DD = SURVEY DISK
 CR0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0769_STAMPING: PRIM TRAV STA NO F 31 1924
 CR0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0769+STABILITY: SURFACE MOTION
 CR0769
 CR0769  HISTORY     - Date     Condition        Report By
 CR0769  HISTORY     - 1924     MONUMENTED       USGS
 CR0769  HISTORY     - 1948     GOOD             NGS
 CR0769  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0769
 CR0769                          STATION DESCRIPTION
 CR0769
 CR0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0769'3.0 MI N FROM CHANDLER.
 CR0769'3.0 MILES NORTH ALONG THE CHANDLER-CONCORD CHURCH ROAD FROM THE HIGH
 CR0769'SCHOOL AT CHANDLER, AT A Y ROAD JUNCTION, 115 YARDS(PACED) WEST OF THE
 CR0769'CONCORD BAPTIST CHURCH, 235.0 FEET NORTHEAST OF THE EAST CORNER OF THE
 CR0769'CONCRETE PORCH OF A FARMHOUSE, 57.0 FEET SOUTHWEST OF THE CENTER OF
 CR0769'THE ROAD JUNCTION, 31.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 CR0769'LEADING WEST, 2.0 FEET SOUTH OF A FENCE, 1.0 FOOT NORTHWEST OF A
 CR0769'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CR0769'ABOVE THE GROUND.
 CR0769
 CR0769                          STATION RECOVERY (2004)
 CR0769
 CR0769'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0888 ***********************************************************************
 AH0888  DESIGNATION -  PTS 31 Y
 AH0888  PID         -  AH0888
 AH0888  STATE/COUNTY-  TX/KLEBERG
 AH0888  USGS QUAD   -  LAURELES RANCH (1975)
 AH0888
 AH0888                         *CURRENT SURVEY CONTROL
 AH0888  ___________________________________________________________________
 AH0888* NAD 83(1993)-  27 32 14.96656(N)    097 35 48.99801(W)     ADJUSTED  
 AH0888* NAVD 88     -        10.770  (meters)      35.33   (feet)  ADJUSTED  
 AH0888  ___________________________________________________________________
 AH0888  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AH0888  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH0888  DYNAMIC HT  -          10.753 (meters)      35.28  (feet)  COMP
 AH0888  MODELED GRAV-     979,111.9   (mgal)                       NAVD 88
 AH0888
 AH0888  HORZ ORDER  -  SECOND
 AH0888  VERT ORDER  -  SECOND    CLASS 0
 AH0888
 AH0888.The horizontal coordinates were established by classical geodetic methods
 AH0888.and adjusted by the National Geodetic Survey in February 1996..
 AH0888
 AH0888.The orthometric height was determined by differential leveling
 AH0888.and adjusted by the National Geodetic Survey in June 1991..
 AH0888
 AH0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0888
 AH0888.The geoid height was determined by GEOID03.
 AH0888
 AH0888.The dynamic height is computed by dividing the NAVD 88
 AH0888.geopotential number by the normal gravity value computed on the
 AH0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0888.degrees latitude (g = 980.6199 gals.).
 AH0888
 AH0888.The modeled gravity was interpolated from observed gravity values.
 AH0888
 AH0888;                    North         East     Units Scale Factor Converg.
 AH0888;SPC TX S     - 5,207,593.795   389,196.400   MT  0.99993846   +0 24 36.0
 AH0888;SPC TX S     -17,085,247.31  1,276,888.52   sFT  0.99993846   +0 24 36.0
 AH0888;UTM  14      - 3,046,753.932   638,544.517   MT  0.99983693   +0 38 55.6
 AH0888
 AH0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0888!SPC TX S     -   1.00000238  x   0.99993846  =   0.99994084
 AH0888!UTM  14      -   1.00000238  x   0.99983693  =   0.99983931
 AH0888
 AH0888                          SUPERSEDED SURVEY CONTROL
 AH0888
 AH0888  NAD 83(1986)-  27 32 14.97796(N)    097 35 48.97505(W) AD(       ) 2
 AH0888  NAD 27      -  27 32 13.85000(N)    097 35 47.99700(W) AD(       ) 2
 AH0888  NGVD 29 (??/??/92)   10.909  (m)           35.79   (f) ADJ UNCH    2 0
 AH0888
 AH0888.Superseded values are not recommended for survey control.
 AH0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0888.See file dsdata.txt to determine how the superseded data were derived.
 AH0888
 AH0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3854546754(NAD 83)
 AH0888_MARKER: DD = SURVEY DISK
 AH0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0888_STAMPING: PRIM TRAV STA NO 31 Y TEXAS 7 A 1923
 AH0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0888+STABILITY: SURFACE MOTION
 AH0888
 AH0888  HISTORY     - Date     Condition        Report By
 AH0888  HISTORY     - 1949     MONUMENTED       USGS
 AH0888  HISTORY     - 1949     GOOD             CGS
 AH0888  HISTORY     - 1951     GOOD             NGS
 AH0888
 AH0888                          STATION DESCRIPTION
 AH0888
 AH0888'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 AH0888'THE STATION IS LOCATED ABOUT 16.5 MILES EAST OF KINGSVILLE,
 AH0888'5.0 MILES WEST OF THE LAURALES RANCH HOUSE AND 1.5 MILES SOUTH
 AH0888'OF THE NUECES-KLEBERG COUNTY LINE, ON THE LAURALES SECTION OF
 AH0888'THE KING RANCH AND NEAR THE CHILTIPIN WINDMILL AND RESERVOIR.
 AH0888'
 AH0888'THE U.S.G.S. P.T. STATION IS
 AH0888'SET IN THE SOUTHWEST CORNER OF THE FENCED IN AREA
 AH0888'AROUND THE WINDMILL, 9 FEET NORTH OF FENCE LINE, 5.5 FEET
 AH0888'SOUTH OF 18 INCH TREE AND 16 FEET NORTHEAST OF BLAZED FENCE
 AH0888'POST.  IT IS SET IN A 6 BY 6 INCH CONCRETE POST PROJECTING 2
 AH0888'INCHES AND STAMPED 31 Y 7 A 1923.
 AH0888
 AH0888                          STATION RECOVERY (1949)
 AH0888
 AH0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH0888'STATION RECOVERD IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 AH0888'FOLLOWS--
 AH0888'
 AH0888'LOCATED ON LAURELES DIVISION OF KING RANCH 16.5 MILES E OF
 AH0888'KINGSVILLE, AND 5.5 MILES W OF LAURELES RANCH HEADQUARTERS.
 AH0888'TO REACH FROM JUNCTION OF U.S. HWY 77 AND ANGLE ROAD 0.4
 AH0888'MILE E OF COUNTY HOSPITAL IN KINGSVILLE, GO 1.9 MILES DUE
 AH0888'E TO T ROAD INTERSECTION, THEN WIND 1.6 MILES NE ALONG
 AH0888'PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED GATE
 AH0888'ENTERING THE KING RANCH AT SAN FERNANDO CREEK, THEN GO
 AH0888'APPROXIMATELY 12 MILES ALONG PAVED KINGSVILLE-LAURELES ROAD TO
 AH0888'EL CHILTIPIN CREEK, THEN 1.1 MILES E ALONG SAME PAVED ROAD TO
 AH0888'TRAIL LEADING N, AND THEN 0.4 MILE N TO STATION.  450 FT.
 AH0888'N OF GRADED DIRT ROAD, 185 FT. WSW OF EL CHILTIPIN
 AH0888'WINDMILL, 87.06 FT. E OF CHILTIPIN 1949, 15 FT. NE OF FENCE
 AH0888'CORNER, 5 FT.  S OF LIVE OAK TREE, AND 3 FT. W OF WITNESS POST.
 AH0888'USGS DISK STAMPED PRIM TRAV STA NO 31Y 1923 TEXAS A7, SET
 AH0888'IN A 6 INCH CONCRETE POST PROJECTING 2 INCHES ABOVE
 AH0888'GROUND.
 AH0888
 AH0888                          STATION RECOVERY (1951)
 AH0888
 AH0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0888'17.5 MI E FROM KINGSVILLE.
 AH0888'17.0 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0888'KINGSVILLE, THENCE 0.5 MILE NORTH ALONG A TRACK ROAD, 175 FEET
 AH0888'SOUTHWEST OF A WINDMILL, 88 FEET WEST OF A WATER TANK, 87 FEET EAST OF
 AH0888'TRIANGULATION STATION CHILTIPIN 1949, 15 FEET NORTHEAST OF A FENCE
 AH0888'CORNER, 9 FEET NORTH OF AN EAST AND WEST FENCE, 14 FEET EAST OF A
 AH0888'NORTH AND SOUTH FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 AH0888'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1121 ***********************************************************************
 AB1121  DESIGNATION -  PTS 32
 AB1121  PID         -  AB1121
 AB1121  STATE/COUNTY-  TX/HIDALGO
 AB1121  USGS QUAD   -  ANDREA RANCH (1982)
 AB1121
 AB1121                         *CURRENT SURVEY CONTROL
 AB1121  ___________________________________________________________________
 AB1121* NAD 83(1986)-  26 44 03.     (N)    097 59 27.     (W)     SCALED    
 AB1121* NAVD 88     -        14.197  (meters)      46.58   (feet)  ADJUSTED  
 AB1121  ___________________________________________________________________
 AB1121  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AB1121  DYNAMIC HT  -          14.174 (meters)      46.50  (feet)  COMP
 AB1121  MODELED GRAV-     979,052.0   (mgal)                       NAVD 88
 AB1121
 AB1121  VERT ORDER  -  SECOND    CLASS 0
 AB1121
 AB1121.The horizontal coordinates were scaled from a topographic map and have
 AB1121.an estimated accuracy of +/- 6 seconds.
 AB1121
 AB1121.The orthometric height was determined by differential leveling
 AB1121.and adjusted by the National Geodetic Survey in June 1991..
 AB1121
 AB1121.The geoid height was determined by GEOID03.
 AB1121
 AB1121.The dynamic height is computed by dividing the NAVD 88
 AB1121.geopotential number by the normal gravity value computed on the
 AB1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1121.degrees latitude (g = 980.6199 gals.).
 AB1121
 AB1121.The modeled gravity was interpolated from observed gravity values.
 AB1121
 AB1121;                    North         East    Units  Estimated Accuracy
 AB1121;SPC TX S     - 5,118,370.      350,650.      MT  (+/- 180 meters Scaled)
 AB1121
 AB1121                          SUPERSEDED SURVEY CONTROL
 AB1121
 AB1121  NGVD 29 (??/??/92)   14.294  (m)           46.90   (f) ADJ UNCH    2 0
 AB1121
 AB1121.Superseded values are not recommended for survey control.
 AB1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1121.See file dsdata.txt to determine how the superseded data were derived.
 AB1121
 AB1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ003573(NAD 83)
 AB1121_MARKER: P = PIPE CAP
 AB1121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB1121_STAMPING: PT STATION NO 32 1919
 AB1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1121
 AB1121  HISTORY     - Date     Condition        Report By
 AB1121  HISTORY     - 1919     MONUMENTED       USGS
 AB1121  HISTORY     - 1942     GOOD             NGS
 AB1121
 AB1121                          STATION DESCRIPTION
 AB1121
 AB1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1121'18.4 MI SE FROM RACHAL.
 AB1121'TO REACH FROM THE POST OFFICE AT RACHAL-- PROCEED 10.5 MILES SOUTHERLY
 AB1121'ALONG U.S. HIGHWAY NO.281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AB1121'THENCE, GO 7.9 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AB1121'BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE EAST OF THE SANTA FE SCHOOL
 AB1121'ON THE SANTA FE RANCH, 12.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AB1121'CENTERLINE OF THE ROAD AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AB1121'POST.  THE IRON PIPE PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0194 ***********************************************************************
 AO0194  DESIGNATION -  PTS 32 LS TEX C 33
 AO0194  PID         -  AO0194
 AO0194  STATE/COUNTY-  TX/FRIO
 AO0194  USGS QUAD   -  DERBY (1982)
 AO0194
 AO0194                         *CURRENT SURVEY CONTROL
 AO0194  ___________________________________________________________________
 AO0194* NAD 83(1993)-  28 46 05.24103(N)    099 07 58.42080(W)     ADJUSTED  
 AO0194* NAVD 88     -       157.944  (meters)     518.19   (feet)  ADJUSTED  
 AO0194  ___________________________________________________________________
 AO0194  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AO0194  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AO0194  DYNAMIC HT  -         157.713 (meters)     517.43  (feet)  COMP
 AO0194  MODELED GRAV-     979,174.1   (mgal)                       NAVD 88
 AO0194
 AO0194  HORZ ORDER  -  SECOND
 AO0194  VERT ORDER  -  FIRST     CLASS II
 AO0194
 AO0194.The horizontal coordinates were established by classical geodetic methods
 AO0194.and adjusted by the National Geodetic Survey in February 1996..
 AO0194
 AO0194.The orthometric height was determined by differential leveling
 AO0194.and adjusted by the National Geodetic Survey in June 1991..
 AO0194
 AO0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0194
 AO0194.The geoid height was determined by GEOID03.
 AO0194
 AO0194.The dynamic height is computed by dividing the NAVD 88
 AO0194.geopotential number by the normal gravity value computed on the
 AO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0194.degrees latitude (g = 980.6199 gals.).
 AO0194
 AO0194.The modeled gravity was interpolated from observed gravity values.
 AO0194
 AO0194;                    North         East     Units Scale Factor Converg.
 AO0194;SPC TXSC     - 4,103,608.452   587,023.242   MT  0.99991181   -0 03 54.4
 AO0194;SPC TXSC     -13,463,255.40  1,925,925.42   sFT  0.99991181   -0 03 54.4
 AO0194;UTM  14      - 3,182,303.260   487,027.280   MT  0.99960208   -0 03 50.2
 AO0194
 AO0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0194!SPC TXSC     -   0.99997904  x   0.99991181  =   0.99989086
 AO0194!UTM  14      -   0.99997904  x   0.99960208  =   0.99958113
 AO0194
 AO0194                          SUPERSEDED SURVEY CONTROL
 AO0194
 AO0194  NAD 83(1986)-  28 46 05.24154(N)    099 07 58.39989(W) AD(       ) 2
 AO0194  NAD 27      -  28 46 04.32966(N)    099 07 57.28266(W) AD(       ) 2
 AO0194  NGVD 29 (??/??/92)  157.821  (m)          517.78   (f) ADJ UNCH    1 2
 AO0194
 AO0194.Superseded values are not recommended for survey control.
 AO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0194.See file dsdata.txt to determine how the superseded data were derived.
 AO0194
 AO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8702782303(NAD 83)
 AO0194_MARKER: DD = SURVEY DISK
 AO0194_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AO0194_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AO0194_STAMPING: PRIM TRAV STA NO 32 LS 1925 TEX C 33
 AO0194_MARK LOGO: USGS  
 AO0194_PROJECTION: PROJECTING 5 CENTIMETERS
 AO0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0194+STABILITY: SURFACE MOTION
 AO0194
 AO0194  HISTORY     - Date     Condition        Report By
 AO0194  HISTORY     - 1925     MONUMENTED       USGS
 AO0194  HISTORY     - 1935     GOOD             USGS
 AO0194  HISTORY     - 1956     GOOD             NGS
 AO0194  HISTORY     - 1971     GOOD             NGS
 AO0194  HISTORY     - 1972     GOOD             USGS
 AO0194  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 AO0194
 AO0194                          STATION DESCRIPTION
 AO0194
 AO0194'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 AO0194'STATION IS LOCATED IN THE VILLAGE OF DERBY.
 AO0194'
 AO0194'A U.S.G.S MARK TRAVERSE STATION NO. 32 L.S. TEXAS, WAS FOUND
 AO0194'IN GOOD CONDITION 117.20 FEET S OF STATION DERBY.
 AO0194
 AO0194                          STATION RECOVERY (1956)
 AO0194
 AO0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AO0194'7.15 MI N FROM DILLEY.
 AO0194'7.15 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0194'FROM THE STATION AT DILLEY, 0.25 MILE SOUTH OF THE STATION SIGN AT
 AO0194'DERBY, 69 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 57 FEET
 AO0194'SOUTH OF THE CENTER LINE OF FARM ROAD 1583, 45 FEET WEST OF THE WEST
 AO0194'RAIL, 15.5 FEET NORTHEAST OF A TELEPHONE POLE, 1.2 FEET SOUTH OF A
 AO0194'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AO0194'FOOT ABOVE THE GROUND.
 AO0194
 AO0194                          STATION RECOVERY (1971)
 AO0194
 AO0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AO0194'RECOVERED IN GOOD CONDITION.
 AO0194
 AO0194                          STATION RECOVERY (1972)
 AO0194
 AO0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (ILC)
 AO0194'THE STATION IS ABOUT 7 MILES NORTH AND 2 MILES EAST OF DILLEY, 7.5
 AO0194'MILES EAST OF DIVOT AND ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 81,
 AO0194'IN THE VILLAGE OF DERBY.
 AO0194'
 AO0194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND FARM
 AO0194'ROAD 117 IN THE NORTH EDGE OF DILLEY, GO NORTH ON HIGHWAY 81 FOR
 AO0194'6.85 MILES TO FARM ROAD 1583 ON THE RIGHT AND THE STATION IN THE
 AO0194'SOUTHEAST ANGLE OF THE ROADS.
 AO0194'
 AO0194'TRAVERSE STATION NO 32 (USGS) IS A U.S. GEOLGICAL SURVEY
 AO0194'STATION DISK, STAMPED PRIMA TRAV STA NO 32 1925 LS TEX C 33.  IT IS
 AO0194'SET IN THE TOP OF A 6-INCH CONCRETE FILLED TILE THAT PROJECTS
 AO0194'ABOUT 2 INCHES.  IT IS 70 FEET EAST OF THE CENTER OF HIGHWAY 81,
 AO0194'56 FEET SOUTH OF THE CENTER OF THE FARM ROAD, 45.0 FEET WEST OF
 AO0194'THE WEST RAIL OF A RAILROAD TRACK, 13 FEET NORTH-NORTHEAST OF
 AO0194'TELEPHONE LINE POLE NUMBERED 2205-1/2 AND IS ABOUT 1 FOOT HIGHER
 AO0194'THAN TRIANGULATION STATION DERBY 1935.
 AO0194'
 AO0194'A TRAVERSE WAS MADE TO TRIANGULATION STATION DERBY 1935, THE DISTANCE
 AO0194'BEING 35.891 METERS OR (117.75) FEET.
 AO0194
 AO0194                          STATION RECOVERY (2003)
 AO0194
 AO0194'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0310 ***********************************************************************
 BN0310  DESIGNATION -  PTS 32 T USGS
 BN0310  PID         -  BN0310
 BN0310  STATE/COUNTY-  TX/KIMBLE
 BN0310  USGS QUAD   -  JUNCTION (1974)
 BN0310
 BN0310                         *CURRENT SURVEY CONTROL
 BN0310  ___________________________________________________________________
 BN0310* NAD 83(1986)-  30 29 21.     (N)    099 45 55.     (W)     SCALED    
 BN0310* NAVD 88     -       521.222  (meters)    1710.04   (feet)  ADJUSTED  
 BN0310  ___________________________________________________________________
 BN0310  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BN0310  DYNAMIC HT  -         520.486 (meters)    1707.63  (feet)  COMP
 BN0310  MODELED GRAV-     979,212.6   (mgal)                       NAVD 88
 BN0310
 BN0310  VERT ORDER  -  FIRST     CLASS II
 BN0310
 BN0310.The horizontal coordinates were scaled from a topographic map and have
 BN0310.an estimated accuracy of +/- 6 seconds.
 BN0310
 BN0310.The orthometric height was determined by differential leveling
 BN0310.and adjusted by the National Geodetic Survey in June 1991..
 BN0310
 BN0310.The geoid height was determined by GEOID03.
 BN0310
 BN0310.The dynamic height is computed by dividing the NAVD 88
 BN0310.geopotential number by the normal gravity value computed on the
 BN0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0310.degrees latitude (g = 980.6199 gals.).
 BN0310
 BN0310.The modeled gravity was interpolated from observed gravity values.
 BN0310
 BN0310;                    North         East    Units  Estimated Accuracy
 BN0310;SPC TX C     - 3,091,320.      754,530.      MT  (+/- 180 meters Scaled)
 BN0310
 BN0310                          SUPERSEDED SURVEY CONTROL
 BN0310
 BN0310  NGVD 29 (??/??/92)  521.192  (m)         1709.94   (f) ADJ UNCH    1 2
 BN0310
 BN0310.Superseded values are not recommended for survey control.
 BN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0310.See file dsdata.txt to determine how the superseded data were derived.
 BN0310
 BN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU265732(NAD 83)
 BN0310_MARKER: DD = SURVEY DISK
 BN0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0310_STAMPING: 1709.974 PTS NO 32 T 1925 TEXAS H 95 1924
 BN0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0310+STABILITY: SURFACE MOTION
 BN0310
 BN0310  HISTORY     - Date     Condition        Report By
 BN0310  HISTORY     - 1924     MONUMENTED       USGS
 BN0310  HISTORY     - 1931     GOOD             NGS
 BN0310  HISTORY     - 1944     GOOD             NGS
 BN0310  HISTORY     - 1981     MARK NOT FOUND   NGS
 BN0310  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0310  HISTORY     - 19950805 MARK NOT FOUND   USPSQD
 BN0310
 BN0310                          STATION DESCRIPTION
 BN0310
 BN0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0310'IN JUNCTION.
 BN0310'AT JUNCTION, KIMBLE COUNTY, AT THE COURTHOUSE, IN THE NORTHEAST CORNER
 BN0310'OF THE COURTHOUSE YARD, AND 100 FEET NORTHEAST OF THE NORTHEAST CORNER
 BN0310'OF THE BUILDING.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 BN0310'1709.974 P T S NO 32 T 1925 TEXAS H 95 1924 AND SET IN THE TOP OF A
 BN0310'CONCRETE POST.
 BN0310
 BN0310                          STATION RECOVERY (1944)
 BN0310
 BN0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BN0310'RECOVERED IN GOOD CONDITION.
 BN0310
 BN0310                          STATION RECOVERY (1981)
 BN0310
 BN0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0310'MARK NOT FOUND.
 BN0310
 BN0310                          STATION RECOVERY (1991)
 BN0310
 BN0310'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0310'MARK NOT FOUND.
 BN0310
 BN0310                          STATION RECOVERY (1995)
 BN0310
 BN0310'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0092 ***********************************************************************
 BZ0092  DESIGNATION -  PTS 33 K USGS
 BZ0092  PID         -  BZ0092
 BZ0092  STATE/COUNTY-  TX/FREESTONE
 BZ0092  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0092
 BZ0092                         *CURRENT SURVEY CONTROL
 BZ0092  ___________________________________________________________________
 BZ0092* NAD 83(1986)-  31 37 38.     (N)    096 17 07.     (W)     SCALED    
 BZ0092* NAVD 88     -       149.775  (meters)     491.39   (feet)  ADJUSTED  
 BZ0092  ___________________________________________________________________
 BZ0092  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0092  DYNAMIC HT  -         149.595 (meters)     490.80  (feet)  COMP
 BZ0092  MODELED GRAV-     979,434.7   (mgal)                       NAVD 88
 BZ0092
 BZ0092  VERT ORDER  -  SECOND    CLASS 0
 BZ0092
 BZ0092.The horizontal coordinates were scaled from a topographic map and have
 BZ0092.an estimated accuracy of +/- 6 seconds.
 BZ0092
 BZ0092.The orthometric height was determined by differential leveling
 BZ0092.and adjusted by the National Geodetic Survey in June 1991..
 BZ0092
 BZ0092.The geoid height was determined by GEOID03.
 BZ0092
 BZ0092.The dynamic height is computed by dividing the NAVD 88
 BZ0092.geopotential number by the normal gravity value computed on the
 BZ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0092.degrees latitude (g = 980.6199 gals.).
 BZ0092
 BZ0092.The modeled gravity was interpolated from observed gravity values.
 BZ0092
 BZ0092;                    North         East    Units  Estimated Accuracy
 BZ0092;SPC TX C     - 3,224,330.    1,083,950.      MT  (+/- 180 meters Scaled)
 BZ0092
 BZ0092                          SUPERSEDED SURVEY CONTROL
 BZ0092
 BZ0092  NGVD 29 (??/??/92)  149.764  (m)          491.35   (f) ADJ UNCH    2 0
 BZ0092
 BZ0092.Superseded values are not recommended for survey control.
 BZ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0092.See file dsdata.txt to determine how the superseded data were derived.
 BZ0092
 BZ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA574023(NAD 83)
 BZ0092_MARKER: P = PIPE CAP
 BZ0092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BZ0092_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BZ0092_STAMPING: P.T.STA.NO.33 K 1924
 BZ0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0092
 BZ0092  HISTORY     - Date     Condition        Report By
 BZ0092  HISTORY     - 1924     MONUMENTED       USGS
 BZ0092  HISTORY     - 1948     GOOD             NGS
 BZ0092  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0092
 BZ0092                          STATION DESCRIPTION
 BZ0092
 BZ0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0092'IN TEAGUE.
 BZ0092'AT TEAGUE, AT THE CORNER OF MAIN STREET AND NORTH THIRD AVENUE, IN THE
 BZ0092'SOUTHEAST CORNER OF THE SOUTH TEXAS LIMBER COMPANY YARD, 95.0 FEET
 BZ0092'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BURLINGTON-ROCK ISLAND
 BZ0092'RAILROAD FREIGHT OFFICE, 37.2 FEET NORTH OF THE CENTER OF MAIN STREET,
 BZ0092'33.6 FEET WEST OF THE CENTER OF NORTH THIRD AVENUE, 20.3 FEET EAST OF
 BZ0092'THE CENTER OF THE SOUTH ENTRANCE TO THE LUMBER YARD, 2.0 FEET WEST OF
 BZ0092'A FENCE CORNER POST AND FASTENED TO THE TOP OF AN IRON PIPE WHICH IS
 BZ0092'EMBEDDED IN CONCRETE AND SET FLUSH WITH THE TOP OF THE GROUND.
 BZ0092
 BZ0092                          STATION RECOVERY (2002)
 BZ0092
 BZ0092'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4236 ***********************************************************************
 AW4236  DESIGNATION -  PTS 33 M
 AW4236  PID         -  AW4236
 AW4236  STATE/COUNTY-  TX/FORT BEND
 AW4236  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4236
 AW4236                         *CURRENT SURVEY CONTROL
 AW4236  ___________________________________________________________________
 AW4236* NAD 83(1986)-  29 27 51.     (N)    095 41 30.     (W)     SCALED    
 AW4236* NAVD 88     -        22.38   (+/-2cm)      73.4    (feet)  VERTCON   
 AW4236  ___________________________________________________________________
 AW4236  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4236
 AW4236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4236
 AW4236.The horizontal coordinates were scaled from a topographic map and have
 AW4236.an estimated accuracy of +/- 6 seconds.
 AW4236
 AW4236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4236.The vertical order pertains to the NGVD 29 superseded value.
 AW4236
 AW4236.The geoid height was determined by GEOID03.
 AW4236
 AW4236;                    North         East    Units  Estimated Accuracy
 AW4236;SPC TXSC     - 4,185,280.      920,820.      MT  (+/- 180 meters Scaled)
 AW4236
 AW4236                          SUPERSEDED SURVEY CONTROL
 AW4236
 AW4236  NGVD 29 (??/??/92)   22.376  (m)           73.41   (f) ADJ UNCH    2 0
 AW4236
 AW4236.Superseded values are not recommended for survey control.
 AW4236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4236.See file dsdata.txt to determine how the superseded data were derived.
 AW4236
 AW4236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN389624(NAD 83)
 AW4236_MARKER: DB = BENCH MARK DISK
 AW4236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4236_STAMPING: PT STA. NO 33 M 1925
 AW4236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4236+STABILITY: SURFACE MOTION
 AW4236
 AW4236  HISTORY     - Date     Condition        Report By
 AW4236  HISTORY     - 1925     MONUMENTED       USGS
 AW4236  HISTORY     - 1973     GOOD             NGS
 AW4236  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW4236  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4236  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4236  HISTORY     - 19980103 MARK NOT FOUND   USPSQD
 AW4236  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4236
 AW4236                          STATION DESCRIPTION
 AW4236
 AW4236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4236'10.9 MI NE FROM GUY.
 AW4236'7.65 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4236'HIGHWAY 36 AT GUY, THENCE 3.25 MILES NORTHEAST AND NORTHWEST ALONG
 AW4236'FARM ROAD 762, AT A POINT WHERE THE ROAD TURNS NORTHEAST, AT THE
 AW4236'JUNCTION OF RICE FIELD ROAD NORTHWEST, AT THE JUNCTION OF A FIELD
 AW4236'ENTRANCE ROAD NORTHEAST, 54 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 AW4236'THE ROAD, 35 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE FIELD ROAD,
 AW4236'31 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF RICE FIELD ROAD, 33
 AW4236'FEET NORTH-NORTHWEST OF THE NORTHWEST END OF A GATE, 68 1/2 FEET
 AW4236'NORTHWEST OF A FENCE CORNER POST, 14.7 FEET NORTHEAST OF A FENCE, 1.4
 AW4236'FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 AW4236'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AW4236
 AW4236                          STATION RECOVERY (1986)
 AW4236
 AW4236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4236'NOT RECOVERED.
 AW4236
 AW4236                          STATION RECOVERY (1988)
 AW4236
 AW4236'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4236'MARK NOT FOUND.
 AW4236
 AW4236                          STATION RECOVERY (1996)
 AW4236
 AW4236'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4236'MARK NOT FOUND.
 AW4236
 AW4236                          STATION RECOVERY (1998)
 AW4236
 AW4236'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4236'MARK NOT FOUND.
 AW4236
 AW4236                          STATION RECOVERY (1998)
 AW4236
 AW4236'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2189 ***********************************************************************
 CS2189  DESIGNATION -  PTS 33 Y
 CS2189  PID         -  CS2189
 CS2189  STATE/COUNTY-  TX/SOMERVELL
 CS2189  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2189
 CS2189                         *CURRENT SURVEY CONTROL
 CS2189  ___________________________________________________________________
 CS2189* NAD 83(1986)-  32 14 51.     (N)    097 43 48.     (W)     SCALED    
 CS2189* NAVD 88     -       191.451  (meters)     628.12   (feet)  ADJUSTED  
 CS2189  ___________________________________________________________________
 CS2189  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS2189  DYNAMIC HT  -         191.214 (meters)     627.34  (feet)  COMP
 CS2189  MODELED GRAV-     979,399.6   (mgal)                       NAVD 88
 CS2189
 CS2189  VERT ORDER  -  SECOND    CLASS 0
 CS2189
 CS2189.The horizontal coordinates were scaled from a topographic map and have
 CS2189.an estimated accuracy of +/- 6 seconds.
 CS2189
 CS2189.The orthometric height was determined by differential leveling
 CS2189.and adjusted by the National Geodetic Survey in June 1991..
 CS2189
 CS2189.The geoid height was determined by GEOID03.
 CS2189
 CS2189.The dynamic height is computed by dividing the NAVD 88
 CS2189.geopotential number by the normal gravity value computed on the
 CS2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2189.degrees latitude (g = 980.6199 gals.).
 CS2189
 CS2189.The modeled gravity was interpolated from observed gravity values.
 CS2189
 CS2189;                    North         East    Units  Estimated Accuracy
 CS2189;SPC TXNC     - 2,064,680.      672,560.      MT  (+/- 180 meters Scaled)
 CS2189
 CS2189                          SUPERSEDED SURVEY CONTROL
 CS2189
 CS2189  NGVD 29 (??/??/92)  191.416  (m)          628.00   (f) ADJ UNCH    2 0
 CS2189
 CS2189.Superseded values are not recommended for survey control.
 CS2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2189.See file dsdata.txt to determine how the superseded data were derived.
 CS2189
 CS2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA196685(NAD 83)
 CS2189_MARKER: DD = SURVEY DISK
 CS2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2189_STAMPING: 628.03 PRIM TRAV STA 33 Y K 18 1923
 CS2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2189+STABILITY: SURFACE MOTION
 CS2189
 CS2189  HISTORY     - Date     Condition        Report By
 CS2189  HISTORY     - 1923     MONUMENTED       USGS
 CS2189  HISTORY     - 1952     GOOD             NGS
 CS2189  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2189  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 CS2189
 CS2189                          STATION DESCRIPTION
 CS2189
 CS2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2189'2 MI NE FROM GLEN ROSE.
 CS2189'ABOUT 2 MILES NORTH EAST FROM THE COURT HOUSE IN GLEN ROSE, SOMERVELL
 CS2189'COUNTY, ABOUT 35 YARDS WEST OF THE JUNCTION OF THE OLD HIGHWAYS AND A
 CS2189'ROADSIDE PARK, ABOUT 0.3 MILE SOUTH WEST OF THE JUNCTION OF HIGHWAYS
 CS2189'67 AND 144, 49 FEET NORTHWEST OF THE CENTERLINE OF THE STREET, IN THE
 CS2189'DRIVEWAY OF THE ROCK SERVICE STATION OF THE SYCAMORE GROVE CABINS. IT
 CS2189'IS 4.7 FEET SOUTHWEST OF THE SOUTHWEST WALL OF THE BUILDING.  A U.S.
 CS2189'GEOLOGICAL SURVEY DISK STAMPED AS ABOVE AND SET IN THE TOP OF A
 CS2189'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE DRIVEWAY.
 CS2189
 CS2189                          STATION RECOVERY (1999)
 CS2189
 CS2189'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2189'MARK NOT FOUND.
 CS2189
 CS2189                          STATION RECOVERY (2001)
 CS2189
 CS2189'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS2189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0914 ***********************************************************************
 AH0914  DESIGNATION -  PTS 33 Y
 AH0914  PID         -  AH0914
 AH0914  STATE/COUNTY-  TX/KLEBERG
 AH0914  USGS QUAD   -  LAURELES RANCH (1975)
 AH0914
 AH0914                         *CURRENT SURVEY CONTROL
 AH0914  ___________________________________________________________________
 AH0914* NAD 83(1986)-  27 31 58.     (N)    097 32 06.     (W)     SCALED    
 AH0914* NAVD 88     -         1.821  (meters)       5.97   (feet)  ADJUSTED  
 AH0914  ___________________________________________________________________
 AH0914  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH0914  DYNAMIC HT  -           1.818 (meters)       5.96  (feet)  COMP
 AH0914  MODELED GRAV-     979,114.5   (mgal)                       NAVD 88
 AH0914
 AH0914  VERT ORDER  -  SECOND    CLASS 0
 AH0914
 AH0914.The horizontal coordinates were scaled from a topographic map and have
 AH0914.an estimated accuracy of +/- 6 seconds.
 AH0914
 AH0914.The orthometric height was determined by differential leveling
 AH0914.and adjusted by the National Geodetic Survey in June 1991..
 AH0914
 AH0914.The geoid height was determined by GEOID03.
 AH0914
 AH0914.The dynamic height is computed by dividing the NAVD 88
 AH0914.geopotential number by the normal gravity value computed on the
 AH0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0914.degrees latitude (g = 980.6199 gals.).
 AH0914
 AH0914.The modeled gravity was interpolated from observed gravity values.
 AH0914
 AH0914;                    North         East    Units  Estimated Accuracy
 AH0914;SPC TX S     - 5,207,120.      395,320.      MT  (+/- 180 meters Scaled)
 AH0914
 AH0914                          SUPERSEDED SURVEY CONTROL
 AH0914
 AH0914  NGVD 29 (??/??/92)    1.954  (m)            6.41   (f) ADJ UNCH    2 0
 AH0914
 AH0914.Superseded values are not recommended for survey control.
 AH0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0914.See file dsdata.txt to determine how the superseded data were derived.
 AH0914
 AH0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR446463(NAD 83)
 AH0914_MARKER: DD = SURVEY DISK
 AH0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0914_SP_SET: PIER
 AH0914_STAMPING: PRIM TRAV STA NO 33 Y TEXAS 9 A 1923
 AH0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0914
 AH0914  HISTORY     - Date     Condition        Report By
 AH0914  HISTORY     - 1923     MONUMENTED       USGS
 AH0914  HISTORY     - 1951     GOOD             NGS
 AH0914
 AH0914                          STATION DESCRIPTION
 AH0914
 AH0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0914'1.6 MI SW FROM LAURELES RANCH.
 AH0914'1.6 MILES SOUTHWEST ALONG AN OILED ROAD FROM THE HEADQUARTERS AT
 AH0914'LAURELES RANCH, 245 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRIDGE
 AH0914'OVER AGUA DULCE CREEK, 251 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 AH0914'3.9 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF THE MOST WESTERLY
 AH0914'PIER IN THE SOUTH ROW OF TWO PIERS WHICH FORMERLY SUPPORTED A BRIDGE
 AH0914'OVER AGUA DULCE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1782 ***********************************************************************
 BK1782  DESIGNATION -  PTS 34 S USGS
 BK1782  PID         -  BK1782
 BK1782  STATE/COUNTY-  TX/ORANGE
 BK1782  USGS QUAD   -  MAURICEVILLE (1974)
 BK1782
 BK1782                         *CURRENT SURVEY CONTROL
 BK1782  ___________________________________________________________________
 BK1782* NAD 83(1986)-  30 08 05.     (N)    093 49 08.     (W)     SCALED    
 BK1782* NAVD 88     -         6.10   (+/-2cm)      20.0    (feet)  VERTCON   
 BK1782  ___________________________________________________________________
 BK1782  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK1782
 BK1782  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1782
 BK1782.The horizontal coordinates were scaled from a topographic map and have
 BK1782.an estimated accuracy of +/- 6 seconds.
 BK1782
 BK1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1782.The vertical order pertains to the NGVD 29 superseded value.
 BK1782
 BK1782.The geoid height was determined by GEOID03.
 BK1782
 BK1782;                    North         East    Units  Estimated Accuracy
 BK1782;SPC TX C     - 3,070,260.    1,327,340.      MT  (+/- 180 meters Scaled)
 BK1782
 BK1782                          SUPERSEDED SURVEY CONTROL
 BK1782
 BK1782  NGVD 29 (??/??/??)    6.052  (m)           19.86   (f) ADJUSTED    1 2
 BK1782
 BK1782.Superseded values are not recommended for survey control.
 BK1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1782.See file dsdata.txt to determine how the superseded data were derived.
 BK1782
 BK1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP211339(NAD 83)
 BK1782_MARKER: DD = SURVEY DISK
 BK1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1782_STAMPING: PT STA NO 34 S 19.856 FT.
 BK1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1782+STABILITY: SURFACE MOTION
 BK1782
 BK1782  HISTORY     - Date     Condition        Report By
 BK1782  HISTORY     - UNK      MONUMENTED       USGS
 BK1782  HISTORY     - 1932     GOOD             CGS
 BK1782  HISTORY     - 1943     GOOD             CGS
 BK1782  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1782  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1782  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1782  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1782
 BK1782                          STATION DESCRIPTION
 BK1782
 BK1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1782'5.9 MI N FROM ORANGE.
 BK1782'ON THE ORANGE AND NORTHWESTERN R.R., U.S.G.S. PRIM. TRAV. STA. NO. 34
 BK1782'S 1926, DISK SET IN CONCRETE POST 6 IN. ABOVE THE GROUND, 50 FEET EAST
 BK1782'OF THE TRACK, 3 FEET EAST OF TELEGRAPH POLE, 40 FEET NORTH OF HIGHWAY
 BK1782'NO. 62 GRADE CROSSING, 5 1/2 POLES SOUTH OF MILE POLE NO. C 483, 50
 BK1782'FEET EAST OF THE SOUTH SWITCH AT PEVETO SIDING.
 BK1782
 BK1782                          STATION RECOVERY (1943)
 BK1782
 BK1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BK1782'RECOVERED IN GOOD CONDITION.
 BK1782
 BK1782                          STATION RECOVERY (1979)
 BK1782
 BK1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1782'MARK NOT FOUND.
 BK1782
 BK1782                          STATION RECOVERY (2001)
 BK1782
 BK1782'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1782'MARK NOT FOUND.
 BK1782
 BK1782                          STATION RECOVERY (2002)
 BK1782
 BK1782'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1782'MARK NOT FOUND.
 BK1782
 BK1782                          STATION RECOVERY (2004)
 BK1782
 BK1782'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1782'MARK FOUND, COVERED IN MUD WATER  UNREADABLE NUMBER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1156 ***********************************************************************
 AB1156  DESIGNATION -  PTS 35
 AB1156  PID         -  AB1156
 AB1156  STATE/COUNTY-  TX/WILLACY
 AB1156  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1156
 AB1156                         *CURRENT SURVEY CONTROL
 AB1156  ___________________________________________________________________
 AB1156* NAD 83(1986)-  26 34 28.     (N)    097 57 46.     (W)     SCALED    
 AB1156* NAVD 88     -        15.230  (meters)      49.97   (feet)  ADJUSTED  
 AB1156  ___________________________________________________________________
 AB1156  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AB1156  DYNAMIC HT  -          15.205 (meters)      49.89  (feet)  COMP
 AB1156  MODELED GRAV-     979,045.4   (mgal)                       NAVD 88
 AB1156
 AB1156  VERT ORDER  -  SECOND    CLASS 0
 AB1156
 AB1156.The horizontal coordinates were scaled from a topographic map and have
 AB1156.an estimated accuracy of +/- 6 seconds.
 AB1156
 AB1156.The orthometric height was determined by differential leveling
 AB1156.and adjusted by the National Geodetic Survey in June 1991..
 AB1156
 AB1156.The geoid height was determined by GEOID03.
 AB1156
 AB1156.The dynamic height is computed by dividing the NAVD 88
 AB1156.geopotential number by the normal gravity value computed on the
 AB1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1156.degrees latitude (g = 980.6199 gals.).
 AB1156
 AB1156.The modeled gravity was interpolated from observed gravity values.
 AB1156
 AB1156;                    North         East    Units  Estimated Accuracy
 AB1156;SPC TX S     - 5,100,690.      353,520.      MT  (+/- 180 meters Scaled)
 AB1156
 AB1156                          SUPERSEDED SURVEY CONTROL
 AB1156
 AB1156  NGVD 29 (??/??/92)   15.321  (m)           50.27   (f) ADJ UNCH    2 0
 AB1156
 AB1156.Superseded values are not recommended for survey control.
 AB1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1156.See file dsdata.txt to determine how the superseded data were derived.
 AB1156
 AB1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ032397(NAD 83)
 AB1156_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB1156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB1156_STAMPING: STATION NO. 35
 AB1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1156
 AB1156  HISTORY     - Date     Condition        Report By
 AB1156  HISTORY     - UNK      MONUMENTED       USGS
 AB1156  HISTORY     - 1942     GOOD             NGS
 AB1156
 AB1156                          STATION DESCRIPTION
 AB1156
 AB1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1156'4.6 MI W FROM SAN MANUEL.
 AB1156'ABOUT 4.6 MILES WEST ALONG JESUS MARIA ROAD FROM A FENCE CORNER ABOUT
 AB1156'400 FEET SOUTH OF THE RANCH HOUSES AT LA TORDILLA RANCH, WILLACY
 AB1156'COUNTY, ABOUT 11.7 MILES EAST OF SAN MANUEL, 3 FEET EAST OF A
 AB1156'WOVEN-WIRE FENCE ON THE PROPERTY LINE BETWEEN THE KING AND CORBETT
 AB1156'RANCHES, 12 FEET SOUTH OF A CATTLE GUARD, AND 2 FEET EAST OF A WHITE
 AB1156'WOODEN WITNESS POST.  A USGS STANDARD DISK, STAMPED STATION NO. 35 AND
 AB1156'FASTENED ON THE TOP OF AN IRON PIPE PROJECTING ABOUT 0.8 FOOT ABOVE
 AB1156'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0572 ***********************************************************************
 AO0572  DESIGNATION -  PTS 35 K USGS 1952
 AO0572  PID         -  AO0572
 AO0572  STATE/COUNTY-  TX/MCMULLEN
 AO0572  USGS QUAD   -  CABALLOS CREEK (1965)
 AO0572
 AO0572                         *CURRENT SURVEY CONTROL
 AO0572  ___________________________________________________________________
 AO0572* NAD 83(1993)-  28 37 34.38903(N)    098 22 39.09082(W)     ADJUSTED  
 AO0572* NAVD 88     -       126.76   (+/-2cm)     415.9    (feet)  VERTCON   
 AO0572  ___________________________________________________________________
 AO0572  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AO0572  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AO0572
 AO0572  HORZ ORDER  -  SECOND
 AO0572  VERT ORDER  -  THIRD ? (See Below)
 AO0572
 AO0572.The horizontal coordinates were established by classical geodetic methods
 AO0572.and adjusted by the National Geodetic Survey in February 1996..
 AO0572
 AO0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0572.The vertical order pertains to the NGVD 29 superseded value.
 AO0572
 AO0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0572
 AO0572.The geoid height was determined by GEOID03.
 AO0572
 AO0572;                    North         East     Units Scale Factor Converg.
 AO0572;SPC TXSC     - 4,088,036.983   660,866.186   MT  0.99993915   +0 18 17.8
 AO0572;SPC TXSC     -13,412,168.00  2,168,191.81   sFT  0.99993915   +0 18 17.8
 AO0572;UTM  14      - 3,166,733.409   560,846.481   MT  0.99964569   +0 17 53.6
 AO0572
 AO0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0572!SPC TXSC     -   0.99998415  x   0.99993915  =   0.99992330
 AO0572!UTM  14      -   0.99998415  x   0.99964569  =   0.99962985
 AO0572
 AO0572                          SUPERSEDED SURVEY CONTROL
 AO0572
 AO0572  NAD 83(1986)-  28 37 34.39412(N)    098 22 39.06808(W) AD(       ) 2
 AO0572  NAD 27      -  28 37 33.44500(N)    098 22 38.02100(W) AD(       ) 2
 AO0572  NGVD 29 (07/19/86)  126.72   (m)          415.7    (f) LEVELING    3  
 AO0572
 AO0572.Superseded values are not recommended for survey control.
 AO0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0572.See file dsdata.txt to determine how the superseded data were derived.
 AO0572
 AO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS6084666733(NAD 83)
 AO0572_MARKER: DD = SURVEY DISK
 AO0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0572_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0572+STABILITY: SURFACE MOTION
 AO0572
 AO0572  HISTORY     - Date     Condition        Report By
 AO0572  HISTORY     - 1952     MONUMENTED       USGS
 AO0572
 AO0572                          STATION DESCRIPTION
 AO0572
 AO0572'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (HSC)
 AO0572'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CAMPBELLTON,
 AO0572'7 MILES WEST OF WHITSETT, 250 FEET SOUTH OF A LARGE RANCH
 AO0572'HOUSE, 55 FEET SOUTHEAST OF A SMALL RANCH HOUSE, 2 FEET
 AO0572'NORTHWEST OF A FENCE CORNER AND ON PROPERTY OF MR. ROYAL H.
 AO0572'BROWN.
 AO0572'
 AO0572'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AO0572'BROWN, DISTANCE 64.134 METERS (210.41 FEET) NORTH OF STATION
 AO0572'BROWN.  THE MARK IS A U.S. GEOLOGICAL SURVEY DISK SET IN THE
 AO0572'TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 AO0572'THE DISK IS STAMPED P.T. STA. 35K 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1787 ***********************************************************************
 BK1787  DESIGNATION -  PTS 35 S USGS
 BK1787  PID         -  BK1787
 BK1787  STATE/COUNTY-  TX/ORANGE
 BK1787  USGS QUAD   -  MAURICEVILLE (1974)
 BK1787
 BK1787                         *CURRENT SURVEY CONTROL
 BK1787  ___________________________________________________________________
 BK1787* NAD 83(1986)-  30 09 56.     (N)    093 50 30.     (W)     SCALED    
 BK1787* NAVD 88     -         5.82   (+/-2cm)      19.1    (feet)  VERTCON   
 BK1787  ___________________________________________________________________
 BK1787  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK1787
 BK1787  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1787
 BK1787.The horizontal coordinates were scaled from a topographic map and have
 BK1787.an estimated accuracy of +/- 6 seconds.
 BK1787
 BK1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1787.The vertical order pertains to the NGVD 29 superseded value.
 BK1787
 BK1787.The geoid height was determined by GEOID03.
 BK1787
 BK1787;                    North         East    Units  Estimated Accuracy
 BK1787;SPC TX C     - 3,073,550.    1,324,950.      MT  (+/- 180 meters Scaled)
 BK1787
 BK1787                          SUPERSEDED SURVEY CONTROL
 BK1787
 BK1787  NGVD 29 (??/??/??)    5.780  (m)           18.96   (f) ADJUSTED    1 2
 BK1787
 BK1787.Superseded values are not recommended for survey control.
 BK1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1787.See file dsdata.txt to determine how the superseded data were derived.
 BK1787
 BK1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP189374(NAD 83)
 BK1787_MARKER: DD = SURVEY DISK
 BK1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1787_STAMPING: 18.963 PT STA NO 35 S 1926
 BK1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1787+STABILITY: SURFACE MOTION
 BK1787
 BK1787  HISTORY     - Date     Condition        Report By
 BK1787  HISTORY     - 1926     MONUMENTED       USGS
 BK1787  HISTORY     - 1966     MARK NOT FOUND   CGS
 BK1787  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1787  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1787  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1787
 BK1787                          STATION DESCRIPTION
 BK1787
 BK1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BK1787'8.3 MI NW FROM ORANGE.
 BK1787'8.3 MILES NORTHWEST ALONG THE ORANGE AND NORTHWESTERN RAILROAD FROM
 BK1787'ORANGE, ORANGE COUNTY, 10 POLES NORTH OF MILEPOST C 481, 50 FEET EAST
 BK1787'OF THE TRACK, 35 FEET SOUTH OF THE CROSSING OF STATE HIGHWAY 62, AND
 BK1787'35 FEET SOUTHWEST OF THE HIGHWAY DOUBLE-TURN SIGN.  A UNITED STATES
 BK1787'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 18.963 PT STA NO 35 S 1926
 BK1787'AND SET IN THE TOP OF A CONCRETE POST.
 BK1787
 BK1787                          STATION RECOVERY (1979)
 BK1787
 BK1787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1787'MARK NOT FOUND.
 BK1787
 BK1787                          STATION RECOVERY (2001)
 BK1787
 BK1787'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1787'MARK NOT FOUND.
 BK1787
 BK1787                          STATION RECOVERY (2004)
 BK1787
 BK1787'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1787'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4757 ***********************************************************************
 AW4757  DESIGNATION -  PTS 36 M
 AW4757  PID         -  AW4757
 AW4757  STATE/COUNTY-  TX/FORT BEND
 AW4757  USGS QUAD   -  RICHMOND (1980)
 AW4757
 AW4757                         *CURRENT SURVEY CONTROL
 AW4757  ___________________________________________________________________
 AW4757* NAD 83(1986)-  29 33 42.     (N)    095 45 29.     (W)     SCALED    
 AW4757* NAVD 88     -        29.75   (+/-2cm)      97.6    (feet)  VERTCON   
 AW4757  ___________________________________________________________________
 AW4757  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW4757
 AW4757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4757
 AW4757.The horizontal coordinates were scaled from a topographic map and have
 AW4757.an estimated accuracy of +/- 6 seconds.
 AW4757
 AW4757.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4757.The vertical order pertains to the NGVD 29 superseded value.
 AW4757
 AW4757.The geoid height was determined by GEOID03.
 AW4757
 AW4757;                    North         East    Units  Estimated Accuracy
 AW4757;SPC TXSC     - 4,195,900.      914,090.      MT  (+/- 180 meters Scaled)
 AW4757
 AW4757                          SUPERSEDED SURVEY CONTROL
 AW4757
 AW4757  NGVD 29 (??/??/92)   29.747  (m)           97.59   (f) ADJ UNCH    2 0
 AW4757
 AW4757.Superseded values are not recommended for survey control.
 AW4757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4757.See file dsdata.txt to determine how the superseded data were derived.
 AW4757
 AW4757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN327733(NAD 83)
 AW4757_MARKER: DB = BENCH MARK DISK
 AW4757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4757_STAMPING: PT STA NO 23 M 1925
 AW4757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4757+STABILITY: SURFACE MOTION
 AW4757
 AW4757  HISTORY     - Date     Condition        Report By
 AW4757  HISTORY     - 1925     MONUMENTED       CGS
 AW4757  HISTORY     - 1958     GOOD             HLPCO
 AW4757  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4757  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW4757  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4757
 AW4757                          STATION DESCRIPTION
 AW4757
 AW4757'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 AW4757'1.1 MI SE FROM RICHMOND.
 AW4757'1.1 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AW4757'THE STATION AT RICHMOND, FORT BEND COUNTY, 0.2 MILE NORTHWEST OF MILE
 AW4757'POLE 62, AT THE CROSSING OF A COUNTY ROAD LEADING SOUTHWEST, 60 FEET
 AW4757'NORTHEAST OF THE NORTHEAST RAIL, 38 FEET NORTHWEST OF THE CENTERLINE
 AW4757'OF THE COUNTY ROAD, 2.4 FEET NORTHEAST OF A FENCE CORNER, 1.2 FEET
 AW4757'SOUTHEAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 AW4757'CONCRETE POST.
 AW4757
 AW4757                          STATION RECOVERY (1958)
 AW4757
 AW4757'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1958
 AW4757'RECOVERED IN GOOD CONDITION.
 AW4757
 AW4757                          STATION RECOVERY (1990)
 AW4757
 AW4757'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW4757'MARK NOT FOUND.
 AW4757
 AW4757                          STATION RECOVERY (1995)
 AW4757
 AW4757'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4757'MARK NOT FOUND.
 AW4757
 AW4757                          STATION RECOVERY (1999)
 AW4757
 AW4757'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0809 ***********************************************************************
 AH0809  DESIGNATION -  PTS 36 Y USGS=H 4
 AH0809  PID         -  AH0809
 AH0809  STATE/COUNTY-  TX/NUECES
 AH0809  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0809
 AH0809                         *CURRENT SURVEY CONTROL
 AH0809  ___________________________________________________________________
 AH0809* NAD 83(1986)-  27 41 13.     (N)    097 38 07.     (W)     SCALED    
 AH0809* NAVD 88     -        16.601  (meters)      54.47   (feet)  ADJUSTED  
 AH0809  ___________________________________________________________________
 AH0809  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH0809  DYNAMIC HT  -          16.575 (meters)      54.38  (feet)  COMP
 AH0809  MODELED GRAV-     979,114.9   (mgal)                       NAVD 88
 AH0809
 AH0809  VERT ORDER  -  SECOND    CLASS 0
 AH0809
 AH0809.The horizontal coordinates were scaled from a topographic map and have
 AH0809.an estimated accuracy of +/- 6 seconds.
 AH0809
 AH0809.The orthometric height was determined by differential leveling
 AH0809.and adjusted by the National Geodetic Survey in June 1991..
 AH0809
 AH0809.The geoid height was determined by GEOID03.
 AH0809
 AH0809.The dynamic height is computed by dividing the NAVD 88
 AH0809.geopotential number by the normal gravity value computed on the
 AH0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0809.degrees latitude (g = 980.6199 gals.).
 AH0809
 AH0809.The modeled gravity was interpolated from observed gravity values.
 AH0809
 AH0809;                    North         East    Units  Estimated Accuracy
 AH0809;SPC TX S     - 5,224,130.      385,300.      MT  (+/- 180 meters Scaled)
 AH0809
 AH0809                          SUPERSEDED SURVEY CONTROL
 AH0809
 AH0809  NGVD 29 (??/??/92)   16.745  (m)           54.94   (f) ADJ UNCH    2 0
 AH0809
 AH0809.Superseded values are not recommended for survey control.
 AH0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0809.See file dsdata.txt to determine how the superseded data were derived.
 AH0809
 AH0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR345632(NAD 83)
 AH0809_MARKER: DD = SURVEY DISK
 AH0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0809_SP_SET: CULVERT
 AH0809_STAMPING: PRIM TRAV STA NO 36 Y 1923 TEXAS H 4
 AH0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0809
 AH0809  HISTORY     - Date     Condition        Report By
 AH0809  HISTORY     - 1923     MONUMENTED       USGS
 AH0809  HISTORY     - 1949     GOOD             NGS
 AH0809  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0809
 AH0809                          STATION DESCRIPTION
 AH0809
 AH0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0809'4.0 MI N FROM PETRONILLA.
 AH0809'1.0 MILE NORTH ALONG FARM ROAD 665 FROM THE GRADE SCHOOL AT
 AH0809'PETRONILLA, NUECES COUNTY, AT A ROAD INTERSECTION, 30 FEET NORTH OF
 AH0809'THE CENTER LINE OF THE EAST-AND-WEST ROAD, 10.5 FEET WEST OF AND ABOUT
 AH0809'1.5 FEET HIGHER THAN THE CENTER LINE OF THE MAIN ROAD, AT A LARGE
 AH0809'CONCRETE CULVERT UNDER THE MAIN ROAD, AND IN THE TOP OF THE WEST HEAD
 AH0809'WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM
 AH0809'TRAV STA NO 36 Y 1923 TEXAS H 4.
 AH0809
 AH0809                          STATION RECOVERY (2001)
 AH0809
 AH0809'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4765 ***********************************************************************
 AW4765  DESIGNATION -  PTS 37 M
 AW4765  PID         -  AW4765
 AW4765  STATE/COUNTY-  TX/FORT BEND
 AW4765  USGS QUAD   -  RICHMOND (1980)
 AW4765
 AW4765                         *CURRENT SURVEY CONTROL
 AW4765  ___________________________________________________________________
 AW4765* NAD 83(1986)-  29 34 55.     (N)    095 45 38.     (W)     SCALED    
 AW4765* NAVD 88     -        28.63   (+/-2cm)      93.9    (feet)  VERTCON   
 AW4765  ___________________________________________________________________
 AW4765  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW4765
 AW4765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4765
 AW4765.The horizontal coordinates were scaled from a topographic map and have
 AW4765.an estimated accuracy of +/- 6 seconds.
 AW4765
 AW4765.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4765.The vertical order pertains to the NGVD 29 superseded value.
 AW4765
 AW4765.The geoid height was determined by GEOID03.
 AW4765
 AW4765;                    North         East    Units  Estimated Accuracy
 AW4765;SPC TXSC     - 4,198,140.      913,780.      MT  (+/- 180 meters Scaled)
 AW4765
 AW4765                          SUPERSEDED SURVEY CONTROL
 AW4765
 AW4765  NGVD 29 (??/??/92)   28.623  (m)           93.91   (f) ADJ UNCH    2 0
 AW4765
 AW4765.Superseded values are not recommended for survey control.
 AW4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4765.See file dsdata.txt to determine how the superseded data were derived.
 AW4765
 AW4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN325756(NAD 83)
 AW4765_MARKER: DB = BENCH MARK DISK
 AW4765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4765_STAMPING: P T STA NO 37 M 1935
 AW4765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4765+STABILITY: SURFACE MOTION
 AW4765
 AW4765  HISTORY     - Date     Condition        Report By
 AW4765  HISTORY     - 1935     MONUMENTED       CGS
 AW4765  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4765  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4765  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4765  HISTORY     - 20040323 MARK NOT FOUND   USPSQD
 AW4765
 AW4765                          STATION DESCRIPTION
 AW4765
 AW4765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW4765'IN RICHMOND.
 AW4765'AT RICHMOND, FORT BEND COUNTY, AT THE NORTHWEST CORNER OF THE
 AW4765'COURTHOUSE YARD, 34 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 AW4765'STREET, 31.3 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 59, 13 FEET
 AW4765'SOUTHWEST OF A POWER-TRANSMISSION LINE POLE, 0.5 FOOT SOUTH OF THE
 AW4765'SOUTH EDGE OF A SIDEWALK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 AW4765'FLUSH WITH THE GROUND.
 AW4765
 AW4765                          STATION RECOVERY (1973)
 AW4765
 AW4765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4765'MARK NOT FOUND.
 AW4765
 AW4765                          STATION RECOVERY (1993)
 AW4765
 AW4765'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4765'MARK NOT FOUND.
 AW4765
 AW4765                          STATION RECOVERY (1999)
 AW4765
 AW4765'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4765'MARK NOT FOUND.
 AW4765
 AW4765                          STATION RECOVERY (2004)
 AW4765
 AW4765'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0676 ***********************************************************************
 CR0676  DESIGNATION -  PTS 39 F
 CR0676  PID         -  CR0676
 CR0676  STATE/COUNTY-  TX/VAN ZANDT
 CR0676  USGS QUAD   -  MURCHISON WEST (1984)
 CR0676
 CR0676                         *CURRENT SURVEY CONTROL
 CR0676  ___________________________________________________________________
 CR0676* NAD 83(1986)-  32 21 31.     (N)    095 51 47.     (W)     SCALED    
 CR0676* NAVD 88     -       160.558  (meters)     526.76   (feet)  ADJUSTED  
 CR0676  ___________________________________________________________________
 CR0676  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0676  DYNAMIC HT  -         160.372 (meters)     526.15  (feet)  COMP
 CR0676  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 CR0676
 CR0676  VERT ORDER  -  SECOND    CLASS 0
 CR0676
 CR0676.The horizontal coordinates were scaled from a topographic map and have
 CR0676.an estimated accuracy of +/- 6 seconds.
 CR0676
 CR0676.The orthometric height was determined by differential leveling
 CR0676.and adjusted by the National Geodetic Survey in June 1991..
 CR0676
 CR0676.The geoid height was determined by GEOID03.
 CR0676
 CR0676.The dynamic height is computed by dividing the NAVD 88
 CR0676.geopotential number by the normal gravity value computed on the
 CR0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0676.degrees latitude (g = 980.6199 gals.).
 CR0676
 CR0676.The modeled gravity was interpolated from observed gravity values.
 CR0676
 CR0676;                    North         East    Units  Estimated Accuracy
 CR0676;SPC TXNC     - 2,079,850.      848,160.      MT  (+/- 180 meters Scaled)
 CR0676
 CR0676                          SUPERSEDED SURVEY CONTROL
 CR0676
 CR0676  NGVD 29 (??/??/92)  160.569  (m)          526.80   (f) ADJ UNCH    2 0
 CR0676
 CR0676.Superseded values are not recommended for survey control.
 CR0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0676.See file dsdata.txt to determine how the superseded data were derived.
 CR0676
 CR0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR305837(NAD 83)
 CR0676_MARKER: DD = SURVEY DISK
 CR0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0676_STAMPING: PRIM. TRAV. STA. NO. F 39 527 1924
 CR0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0676+STABILITY: SURFACE MOTION
 CR0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0676+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CR0676
 CR0676  HISTORY     - Date     Condition        Report By
 CR0676  HISTORY     - 1924     MONUMENTED       USGS
 CR0676  HISTORY     - 1948     GOOD             NGS
 CR0676  HISTORY     - 19950911 GOOD             USPSQD
 CR0676  HISTORY     - 20040608 GOOD             USPSQD
 CR0676
 CR0676                          STATION DESCRIPTION
 CR0676
 CR0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0676'11.8 MI NW FROM ATHENS.
 CR0676'10.9 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0676'THENCE 0.9 MILE WEST ALONG A GRADED DIRT ROAD, AT A T ROAD JUNCTION,
 CR0676'34.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 17.0 FEET
 CR0676'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 1.0 FOOT SOUTHWEST OF
 CR0676'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CR0676'FOOT ABOVE THE GROUND..
 CR0676
 CR0676                          STATION RECOVERY (1995)
 CR0676
 CR0676'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0676'RECOVERED IN GOOD CONDITION.
 CR0676
 CR0676                          STATION RECOVERY (2004)
 CR0676
 CR0676'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2170 ***********************************************************************
 CS2170  DESIGNATION -  PTS 4 Y D 5
 CS2170  PID         -  CS2170
 CS2170  STATE/COUNTY-  TX/HOOD
 CS2170  USGS QUAD   -  TOLAR (1979)
 CS2170
 CS2170                         *CURRENT SURVEY CONTROL
 CS2170  ___________________________________________________________________
 CS2170* NAD 83(1986)-  32 24 36.     (N)    097 53 07.     (W)     SCALED    
 CS2170* NAVD 88     -       301.149  (meters)     988.02   (feet)  ADJUSTED  
 CS2170  ___________________________________________________________________
 CS2170  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CS2170  DYNAMIC HT  -         300.780 (meters)     986.81  (feet)  COMP
 CS2170  MODELED GRAV-     979,404.0   (mgal)                       NAVD 88
 CS2170
 CS2170  VERT ORDER  -  SECOND    CLASS 0
 CS2170
 CS2170.The horizontal coordinates were scaled from a topographic map and have
 CS2170.an estimated accuracy of +/- 6 seconds.
 CS2170
 CS2170.The orthometric height was determined by differential leveling
 CS2170.and adjusted by the National Geodetic Survey in June 1991..
 CS2170
 CS2170.The geoid height was determined by GEOID03.
 CS2170
 CS2170.The dynamic height is computed by dividing the NAVD 88
 CS2170.geopotential number by the normal gravity value computed on the
 CS2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2170.degrees latitude (g = 980.6199 gals.).
 CS2170
 CS2170.The modeled gravity was interpolated from observed gravity values.
 CS2170
 CS2170;                    North         East    Units  Estimated Accuracy
 CS2170;SPC TXNC     - 2,082,600.      657,820.      MT  (+/- 180 meters Scaled)
 CS2170
 CS2170                          SUPERSEDED SURVEY CONTROL
 CS2170
 CS2170  NGVD 29 (??/??/92)  301.092  (m)          987.83   (f) ADJ UNCH    2 0
 CS2170
 CS2170.Superseded values are not recommended for survey control.
 CS2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2170.See file dsdata.txt to determine how the superseded data were derived.
 CS2170
 CS2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA048864(NAD 83)
 CS2170_MARKER: DD = SURVEY DISK
 CS2170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS2170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CS2170_STAMPING: 4 Y D 5 1923
 CS2170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2170
 CS2170  HISTORY     - Date     Condition        Report By
 CS2170  HISTORY     - 1923     MONUMENTED       USGS
 CS2170  HISTORY     - 1966     GOOD             NGS
 CS2170  HISTORY     - 20060408 MARK NOT FOUND   JCLS
 CS2170
 CS2170                          STATION DESCRIPTION
 CS2170
 CS2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2170'2.5 MI NE FROM TOLAR.
 CS2170'ABOUT 2.5 MILES NORTHEAST ALONG THE A.T. AND SANTA FE RAILWAY FROM THE
 CS2170'TOLAR SIGN POST, WHERE THE DEPOT USED TO BE IN TOLAR.  TO REACH BY
 CS2170'ROAD, ABOUT 0.5 MILE EAST ALONG U. S. HIGHWAY 377 TO A ROAD FORK,
 CS2170'THENCE LEFT FORK, NORTHEAST, GO 2.0 MILES ALONG GRAVELED ROAD TO SITE
 CS2170'OF MARK, 126 FEET NORTHEAST OF THE NORTHEAST END OF A CULVERT UNDER
 CS2170'THE ROAD, 75 FEET SOUTH OF THE SOUTH RAILROAD TRACK, 33 FEET NORTH OF
 CS2170'THE CENTER OF ROAD, AND 6 INCHES SOUTHEAST OF A METAL WITNESS POST.
 CS2170'THE MARK IS ABOUT 10 FEET LOWER THAN THE TRACKS.  A U. S. GEOLOGICAL
 CS2170'SURVEY PRIM. TRAV. STA. DISK SET IN A CONCRETE FILLED IRON PIPE ABOUT
 CS2170'6 INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE SURFACE OF
 CS2170'GROUND.
 CS2170
 CS2170                          STATION RECOVERY (2006)
 CS2170
 CS2170'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 CS2170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1163 ***********************************************************************
 AB1163  DESIGNATION -  PTS 40
 AB1163  PID         -  AB1163
 AB1163  STATE/COUNTY-  TX/WILLACY
 AB1163  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1163
 AB1163                         *CURRENT SURVEY CONTROL
 AB1163  ___________________________________________________________________
 AB1163* NAD 83(1986)-  26 34 19.     (N)    097 53 45.     (W)     SCALED    
 AB1163* NAVD 88     -        13.919  (meters)      45.67   (feet)  ADJUSTED  
 AB1163  ___________________________________________________________________
 AB1163  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AB1163  DYNAMIC HT  -          13.897 (meters)      45.59  (feet)  COMP
 AB1163  MODELED GRAV-     979,047.9   (mgal)                       NAVD 88
 AB1163
 AB1163  VERT ORDER  -  SECOND    CLASS 0
 AB1163
 AB1163.The horizontal coordinates were scaled from a topographic map and have
 AB1163.an estimated accuracy of +/- 6 seconds.
 AB1163
 AB1163.The orthometric height was determined by differential leveling
 AB1163.and adjusted by the National Geodetic Survey in June 1991..
 AB1163
 AB1163.The geoid height was determined by GEOID03.
 AB1163
 AB1163.The dynamic height is computed by dividing the NAVD 88
 AB1163.geopotential number by the normal gravity value computed on the
 AB1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1163.degrees latitude (g = 980.6199 gals.).
 AB1163
 AB1163.The modeled gravity was interpolated from observed gravity values.
 AB1163
 AB1163;                    North         East    Units  Estimated Accuracy
 AB1163;SPC TX S     - 5,100,440.      360,190.      MT  (+/- 180 meters Scaled)
 AB1163
 AB1163                          SUPERSEDED SURVEY CONTROL
 AB1163
 AB1163  NGVD 29 (??/??/92)   14.004  (m)           45.94   (f) ADJ UNCH    2 0
 AB1163
 AB1163.Superseded values are not recommended for survey control.
 AB1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1163.See file dsdata.txt to determine how the superseded data were derived.
 AB1163
 AB1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ099395(NAD 83)
 AB1163_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB1163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1163_SP_SET: P
 AB1163_STAMPING: 40 EL. 46.00 1920
 AB1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1163
 AB1163  HISTORY     - Date     Condition        Report By
 AB1163  HISTORY     - 1920     MONUMENTED       USGS
 AB1163
 AB1163                          STATION DESCRIPTION
 AB1163
 AB1163'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AB1163'0.2 MI W FROM LA TORDILLA RANCH.
 AB1163'ABOUT 0.2 MILE WEST OF A FENCE CORNER ABOUT 400 FEET SOUTH OF THE
 AB1163'RANCH HOUSES AT LA TIRDILLA RANCH, WILLACY COUNTY, IN THE RANCH YARD,
 AB1163'ABOUT 350 FEET SOUTHWEST OF A WINDMILL, ABOUT 350 FEET NORTHWEST OF A
 AB1163'CATTLE CORRAL, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A USGS
 AB1163'SURVEY STANDARD DISK, STAMPED 40 EL. 46.00 1920 AND RIVETED ON THE TOP
 AB1163'OF A 3-1/2 INCH IRON PIPE PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1220 ***********************************************************************
 BY1220  DESIGNATION -  PTS 41 S
 BY1220  PID         -  BY1220
 BY1220  STATE/COUNTY-  TX/NACOGDOCHES
 BY1220  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1220
 BY1220                         *CURRENT SURVEY CONTROL
 BY1220  ___________________________________________________________________
 BY1220* NAD 83(1986)-  31 33 30.     (N)    094 39 32.     (W)     SCALED    
 BY1220* NAVD 88     -        93.97   (+/-2cm)     308.3    (feet)  VERTCON   
 BY1220  ___________________________________________________________________
 BY1220  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BY1220
 BY1220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1220
 BY1220.The horizontal coordinates were scaled from a topographic map and have
 BY1220.an estimated accuracy of +/- 6 seconds.
 BY1220
 BY1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1220.The vertical order pertains to the NGVD 29 superseded value.
 BY1220
 BY1220.The geoid height was determined by GEOID03.
 BY1220
 BY1220;                    North         East    Units  Estimated Accuracy
 BY1220;SPC TX C     - 3,223,440.    1,238,480.      MT  (+/- 180 meters Scaled)
 BY1220
 BY1220                          SUPERSEDED SURVEY CONTROL
 BY1220
 BY1220  NGVD 29 (??/??/92)   94.062  (m)          308.60   (f) ADJ UNCH    2 0
 BY1220
 BY1220.Superseded values are not recommended for survey control.
 BY1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1220.See file dsdata.txt to determine how the superseded data were derived.
 BY1220
 BY1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ425926(NAD 83)
 BY1220_MARKER: DD = SURVEY DISK
 BY1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1220_STAMPING: PRIM TRAV STA NO 41 S 1926
 BY1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1220+STABILITY: SURFACE MOTION
 BY1220
 BY1220  HISTORY     - Date     Condition        Report By
 BY1220  HISTORY     - 1926     MONUMENTED       USGS
 BY1220  HISTORY     - 1942     GOOD             NGS
 BY1220  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1220
 BY1220                          STATION DESCRIPTION
 BY1220
 BY1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY1220'3.3 MI S FROM NACOGDOCHES.
 BY1220'3.3 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BY1220'NACOGDOCHES, NACOGDOCHES COUNTY, ABOUT 300 FEET NORTH OF MILEPOST 135,
 BY1220'101 FEET WEST OF THE TRACK, 27 FEET WEST OF A HIGHWAY, AND IN THE
 BY1220'NORTHEAST CORNER OF THE YARD OF MINNIE KORNEGAY.  A UNITED STATES
 BY1220'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM TRAV STA NO 41 S 1926
 BY1220'AND SET IN THE TOP OF A CONCRETE POST.
 BY1220
 BY1220                          STATION RECOVERY (1998)
 BY1220
 BY1220'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1167 ***********************************************************************
 AB1167  DESIGNATION -  PTS 41 W
 AB1167  PID         -  AB1167
 AB1167  STATE/COUNTY-  TX/WILLACY
 AB1167  USGS QUAD   -  YTURRIA (1982)
 AB1167
 AB1167                         *CURRENT SURVEY CONTROL
 AB1167  ___________________________________________________________________
 AB1167* NAD 83(1986)-  26 31 39.     (N)    097 50 45.     (W)     SCALED    
 AB1167* NAVD 88     -        10.363  (meters)      34.00   (feet)  ADJUSTED  
 AB1167  ___________________________________________________________________
 AB1167  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AB1167  DYNAMIC HT  -          10.346 (meters)      33.94  (feet)  COMP
 AB1167  MODELED GRAV-     979,047.3   (mgal)                       NAVD 88
 AB1167
 AB1167  VERT ORDER  -  SECOND    CLASS 0
 AB1167
 AB1167.The horizontal coordinates were scaled from a topographic map and have
 AB1167.an estimated accuracy of +/- 6 seconds.
 AB1167
 AB1167.The orthometric height was determined by differential leveling
 AB1167.and adjusted by the National Geodetic Survey in June 1991..
 AB1167
 AB1167.The geoid height was determined by GEOID03.
 AB1167
 AB1167.The dynamic height is computed by dividing the NAVD 88
 AB1167.geopotential number by the normal gravity value computed on the
 AB1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1167.degrees latitude (g = 980.6199 gals.).
 AB1167
 AB1167.The modeled gravity was interpolated from observed gravity values.
 AB1167
 AB1167;                    North         East    Units  Estimated Accuracy
 AB1167;SPC TX S     - 5,095,540.      365,190.      MT  (+/- 180 meters Scaled)
 AB1167
 AB1167                          SUPERSEDED SURVEY CONTROL
 AB1167
 AB1167  NGVD 29 (??/??/92)   10.438  (m)           34.25   (f) ADJ UNCH    2 0
 AB1167
 AB1167.Superseded values are not recommended for survey control.
 AB1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1167.See file dsdata.txt to determine how the superseded data were derived.
 AB1167
 AB1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ149346(NAD 83)
 AB1167_MARKER: DD = SURVEY DISK
 AB1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1167_STAMPING: 41 W 34.00 FEET
 AB1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1167+STABILITY: SURFACE MOTION
 AB1167
 AB1167  HISTORY     - Date     Condition        Report By
 AB1167  HISTORY     - UNK      MONUMENTED       USGS
 AB1167  HISTORY     - 1942     GOOD             NGS
 AB1167
 AB1167                          STATION DESCRIPTION
 AB1167
 AB1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1167'6.8 MI NW FROM RAYMONDVILLE.
 AB1167'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1167'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO. 186, THENCE
 AB1167'NORTHERLY 2.5 MILES, THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1167'MILE, THENCE WESTERLY 1. MILE TO THE SITE OF THE BENCH MARK.  BENCH
 AB1167'MARK IS AT NORTHEAST CORNER OF UNCULTIVATED FIELD AND AT ROAD
 AB1167'JUNCTION.  IT IS 24. FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AB1167'THE CENTER OF INTERSECTION, 26. FEET WEST OF LARGE TREE AND 3. FEET
 AB1167'SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6
 AB1167'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4442 ***********************************************************************
 AW4442  DESIGNATION -  PTS 42 M
 AW4442  PID         -  AW4442
 AW4442  STATE/COUNTY-  TX/FORT BEND
 AW4442  USGS QUAD   -  THOMPSONS (1980)
 AW4442
 AW4442                         *CURRENT SURVEY CONTROL
 AW4442  ___________________________________________________________________
 AW4442* NAD 83(1986)-  29 29 52.     (N)    095 35 13.     (W)     SCALED    
 AW4442* NAVD 88     -        19.37   (+/-2cm)      63.5    (feet)  VERTCON   
 AW4442  ___________________________________________________________________
 AW4442  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4442
 AW4442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4442
 AW4442.The horizontal coordinates were scaled from a topographic map and have
 AW4442.an estimated accuracy of +/- 6 seconds.
 AW4442
 AW4442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4442.The vertical order pertains to the NGVD 29 superseded value.
 AW4442
 AW4442.The geoid height was determined by GEOID03.
 AW4442
 AW4442;                    North         East    Units  Estimated Accuracy
 AW4442;SPC TXSC     - 4,189,290.      930,870.      MT  (+/- 180 meters Scaled)
 AW4442
 AW4442                          SUPERSEDED SURVEY CONTROL
 AW4442
 AW4442  NGVD 29 (??/??/92)   19.363  (m)           63.53   (f) ADJ UNCH    2 0
 AW4442
 AW4442.Superseded values are not recommended for survey control.
 AW4442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4442.See file dsdata.txt to determine how the superseded data were derived.
 AW4442
 AW4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN492659(NAD 83)
 AW4442_MARKER: DB = BENCH MARK DISK
 AW4442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4442_STAMPING: PT STA NO 42 M 1925
 AW4442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4442+STABILITY: SURFACE MOTION
 AW4442
 AW4442  HISTORY     - Date     Condition        Report By
 AW4442  HISTORY     - 1925     MONUMENTED       USGS
 AW4442  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4442  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4442  HISTORY     - 19980118 MARK NOT FOUND   USPSQD
 AW4442  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4442
 AW4442                          STATION DESCRIPTION
 AW4442
 AW4442'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 AW4442'IN THOMPSONS.
 AW4442'AT THOMPSONS, FORT BEND COUNTY, ABOUT 128 FEET NORTHWEST OF THE
 AW4442'NORTHWEST CORNER OF THE GULF, COLORADO AND SANTA FE RAILWAY STATION,
 AW4442'84 FEET NORTH OF THE CENTER LINE OF THE TRACK, 22 FEET NORTH OF THE
 AW4442'CENTERLINE OF A PAVED ROAD, 5.1 FEET WEST OF THE SOUTHEAST CORNER OF A
 AW4442'NET WIRE FENCE AROUND A FRAMEHOUSE, 1.5 FEET SOUTH OF THE FENCE, 2.2
 AW4442'FEET WEST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 AW4442'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AW4442
 AW4442                          STATION RECOVERY (1973)
 AW4442
 AW4442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4442'MARK NOT FOUND.
 AW4442
 AW4442                          STATION RECOVERY (1996)
 AW4442
 AW4442'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4442'MARK NOT FOUND.
 AW4442
 AW4442                          STATION RECOVERY (1998)
 AW4442
 AW4442'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4442'MARK NOT FOUND.
 AW4442
 AW4442                          STATION RECOVERY (1998)
 AW4442
 AW4442'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0815 ***********************************************************************
 BY0815  DESIGNATION -  PTS 43 S
 BY0815  PID         -  BY0815
 BY0815  STATE/COUNTY-  TX/NACOGDOCHES
 BY0815  USGS QUAD   -  REDLAND (1980)
 BY0815
 BY0815                         *CURRENT SURVEY CONTROL
 BY0815  ___________________________________________________________________
 BY0815* NAD 83(1986)-  31 28 17.     (N)    094 42 37.     (W)     SCALED    
 BY0815* NAVD 88     -        61.39   (+/-2cm)     201.4    (feet)  VERTCON   
 BY0815  ___________________________________________________________________
 BY0815  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BY0815
 BY0815  VERT ORDER  -  ? (See Below)
 BY0815
 BY0815.The horizontal coordinates were scaled from a topographic map and have
 BY0815.an estimated accuracy of +/- 6 seconds.
 BY0815
 BY0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0815.The vertical order pertains to the NGVD 29 superseded value.
 BY0815
 BY0815.The geoid height was determined by GEOID03.
 BY0815
 BY0815;                    North         East    Units  Estimated Accuracy
 BY0815;SPC TX C     - 3,213,570.    1,234,090.      MT  (+/- 180 meters Scaled)
 BY0815
 BY0815                          SUPERSEDED SURVEY CONTROL
 BY0815
 BY0815  NGVD 29 (??/??/92)   61.470  (m)          201.67   (f) ADJ UNCH    ?  
 BY0815
 BY0815.Superseded values are not recommended for survey control.
 BY0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0815.See file dsdata.txt to determine how the superseded data were derived.
 BY0815
 BY0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ375831(NAD 83)
 BY0815_MARKER: DD = SURVEY DISK
 BY0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0815_STAMPING: P T STA 43 S 1926
 BY0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0815+STABILITY: SURFACE MOTION
 BY0815
 BY0815  HISTORY     - Date     Condition        Report By
 BY0815  HISTORY     - 1926     MONUMENTED       USGS
 BY0815  HISTORY     - 1935     MARK NOT FOUND   NGS
 BY0815
 BY0815                          STATION DESCRIPTION
 BY0815
 BY0815'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 BY0815'9.8 MI N FROM LUFKIN.
 BY0815'IN NACOGDOCHES COUNTY, 9.8 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BY0815'RAILROAD FROM LUFKIN, ANGELINA COUNTY, 1.0 MILE NORTH OF ANGELINA
 BY0815'RIVER, AT THE SITE OF OLD MILLARD SIDING, 80 FEET NORTHEAST OF A ROAD
 BY0815'CROSSING, AND 60 FEET EAST OF THE CENTERLINE OF THE TRACK. A UNITED
 BY0815'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED P T STA 43 S 1926 AND
 BY0815'SET IN THE TOP OF A CONCRETE POST.
 BY0815
 BY0815                          STATION RECOVERY (1935)
 BY0815
 BY0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BY0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0074 ***********************************************************************
 BM0074  DESIGNATION -  PTS 44 A
 BM0074  PID         -  BM0074
 BM0074  STATE/COUNTY-  TX/GRIMES
 BM0074  USGS QUAD   -  COURTNEY (1989)
 BM0074
 BM0074                         *CURRENT SURVEY CONTROL
 BM0074  ___________________________________________________________________
 BM0074* NAD 83(1986)-  30 15 56.     (N)    096 04 04.     (W)     SCALED    
 BM0074* NAVD 88     -        56.52   (+/-2cm)     185.4    (feet)  VERTCON   
 BM0074  ___________________________________________________________________
 BM0074  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BM0074
 BM0074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0074
 BM0074.The horizontal coordinates were scaled from a topographic map and have
 BM0074.an estimated accuracy of +/- 6 seconds.
 BM0074
 BM0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0074.The vertical order pertains to the NGVD 29 superseded value.
 BM0074
 BM0074.The geoid height was determined by GEOID03.
 BM0074
 BM0074;                    North         East    Units  Estimated Accuracy
 BM0074;SPC TX C     - 3,074,260.    1,110,350.      MT  (+/- 180 meters Scaled)
 BM0074
 BM0074                          SUPERSEDED SURVEY CONTROL
 BM0074
 BM0074  NGVD 29 (??/??/92)   56.504  (m)          185.38   (f) ADJ UNCH    2 0
 BM0074
 BM0074.Superseded values are not recommended for survey control.
 BM0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0074.See file dsdata.txt to determine how the superseded data were derived.
 BM0074
 BM0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU821518(NAD 83)
 BM0074_MARKER: P = PIPE CAP
 BM0074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0074_STAMPING: TEXAS 1909 PRIM TRAV STA NO 44 A 185
 BM0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0074
 BM0074  HISTORY     - Date     Condition        Report By
 BM0074  HISTORY     - 1909     MONUMENTED       USGS
 BM0074  HISTORY     - 1954     GOOD             NGS
 BM0074  HISTORY     - 19910714 GOOD             USPSQD
 BM0074
 BM0074                          STATION DESCRIPTION
 BM0074
 BM0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0074'IN COURTNEY.
 BM0074'AT COURTNEY, 83 FEET EAST OF THE TEXAS AND NEW ORLEANS RAILROAD
 BM0074'STATION SIGN, 36 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 2, 25 FEET
 BM0074'NORTHEAST OF A FENCE CORNER, 13 FEET SOUTHWEST OF THE CENTER OF A PIPE
 BM0074'GATE, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.8
 BM0074'FOOT ABOVE THE GROUND.
 BM0074
 BM0074                          STATION RECOVERY (1991)
 BM0074
 BM0074'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0819 ***********************************************************************
 BY0819  DESIGNATION -  PTS 44 S
 BY0819  PID         -  BY0819
 BY0819  STATE/COUNTY-  TX/ANGELINA
 BY0819  USGS QUAD   -  REDLAND (1980)
 BY0819
 BY0819                         *CURRENT SURVEY CONTROL
 BY0819  ___________________________________________________________________
 BY0819* NAD 83(1986)-  31 23 42.     (N)    094 42 03.     (W)     SCALED    
 BY0819* NAVD 88     -        77.66   (+/-2cm)     254.8    (feet)  VERTCON   
 BY0819  ___________________________________________________________________
 BY0819  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0819
 BY0819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0819
 BY0819.The horizontal coordinates were scaled from a topographic map and have
 BY0819.an estimated accuracy of +/- 6 seconds.
 BY0819
 BY0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0819.The vertical order pertains to the NGVD 29 superseded value.
 BY0819
 BY0819.The geoid height was determined by GEOID03.
 BY0819
 BY0819;                    North         East    Units  Estimated Accuracy
 BY0819;SPC TX C     - 3,205,150.    1,235,420.      MT  (+/- 180 meters Scaled)
 BY0819
 BY0819                          SUPERSEDED SURVEY CONTROL
 BY0819
 BY0819  NGVD 29 (??/??/92)   77.723  (m)          255.00   (f) ADJ UNCH    2 0
 BY0819
 BY0819.Superseded values are not recommended for survey control.
 BY0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0819.See file dsdata.txt to determine how the superseded data were derived.
 BY0819
 BY0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ382746(NAD 83)
 BY0819_MARKER: DD = SURVEY DISK
 BY0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0819_STAMPING: 255.170 P T STA 44 S 1926
 BY0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0819+STABILITY: SURFACE MOTION
 BY0819
 BY0819  HISTORY     - Date     Condition        Report By
 BY0819  HISTORY     - 1926     MONUMENTED       USGS
 BY0819  HISTORY     - 1935     GOOD             NGS
 BY0819
 BY0819                          STATION DESCRIPTION
 BY0819
 BY0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BY0819'4.3 MI N FROM LUFKIN.
 BY0819'4.3 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM LUFKIN,
 BY0819'ANGELINA COUNTY, AT DAVISVILLE, AT MILEAGE 122.5, 575 FEET NORTH OF A
 BY0819'SWITCH, 86 FEET EAST OF THE CENTERLINE OF THE TRACK, AND AT THE EAST
 BY0819'EDGE OF A COUNTRY ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 BY0819'DISK, STAMPED 255.170 P T STA 44 S 1926 AND SET IN THE TOP OF A
 BY0819'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0071 ***********************************************************************
 BM0071  DESIGNATION -  PTS 45 A
 BM0071  PID         -  BM0071
 BM0071  STATE/COUNTY-  TX/GRIMES
 BM0071  USGS QUAD   -  COURTNEY (1989)
 BM0071
 BM0071                         *CURRENT SURVEY CONTROL
 BM0071  ___________________________________________________________________
 BM0071* NAD 83(1986)-  30 17 53.     (N)    096 04 02.     (W)     SCALED    
 BM0071* NAVD 88     -        55.50   (+/-2cm)     182.1    (feet)  VERTCON   
 BM0071  ___________________________________________________________________
 BM0071  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BM0071
 BM0071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0071
 BM0071.The horizontal coordinates were scaled from a topographic map and have
 BM0071.an estimated accuracy of +/- 6 seconds.
 BM0071
 BM0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0071.The vertical order pertains to the NGVD 29 superseded value.
 BM0071
 BM0071.The geoid height was determined by GEOID03.
 BM0071
 BM0071;                    North         East    Units  Estimated Accuracy
 BM0071;SPC TX C     - 3,077,860.    1,110,270.      MT  (+/- 180 meters Scaled)
 BM0071
 BM0071                          SUPERSEDED SURVEY CONTROL
 BM0071
 BM0071  NGVD 29 (??/??/92)   55.484  (m)          182.03   (f) ADJ UNCH    2 0
 BM0071
 BM0071.Superseded values are not recommended for survey control.
 BM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0071.See file dsdata.txt to determine how the superseded data were derived.
 BM0071
 BM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU820554(NAD 83)
 BM0071_MARKER: P = PIPE CAP
 BM0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0071_STAMPING: PRIM TRAV STA 45A 1909
 BM0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0071
 BM0071  HISTORY     - Date     Condition        Report By
 BM0071  HISTORY     - 1909     MONUMENTED       USGS
 BM0071  HISTORY     - 1933     GOOD             NGS
 BM0071  HISTORY     - 1954     MARK NOT FOUND   NGS
 BM0071  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0071  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BM0071
 BM0071                          STATION DESCRIPTION
 BM0071
 BM0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0071'2.3 MI N FROM COURTNEY.
 BM0071'2.3 MILES NORTH OF, ALONG TEXAS AND NEW ORLEANS RAILROAD 0.5 MILES
 BM0071'NORTH OF MILE POST 64, OPPOSITE CATTLE GUARD 64D, 58 FT. WEST OF
 BM0071'CENTER OF TRACK.  NOTE-- ROD HELD ON CENTER OF MARK, NOT ON HIGHEST
 BM0071'POINT OF DISC.
 BM0071
 BM0071                          STATION RECOVERY (1954)
 BM0071
 BM0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0071'MARK NOT FOUND.
 BM0071
 BM0071                          STATION RECOVERY (1991)
 BM0071
 BM0071'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0071'MARK NOT FOUND.
 BM0071
 BM0071                          STATION RECOVERY (1999)
 BM0071
 BM0071'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0821 ***********************************************************************
 BY0821  DESIGNATION -  PTS 45 S
 BY0821  PID         -  BY0821
 BY0821  STATE/COUNTY-  TX/ANGELINA
 BY0821  USGS QUAD   -  LUFKIN (1980)
 BY0821
 BY0821                         *CURRENT SURVEY CONTROL
 BY0821  ___________________________________________________________________
 BY0821* NAD 83(1986)-  31 21 25.     (N)    094 43 10.     (W)     SCALED    
 BY0821* NAVD 88     -        96.74   (+/-2cm)     317.4    (feet)  VERTCON   
 BY0821  ___________________________________________________________________
 BY0821  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY0821
 BY0821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0821
 BY0821.The horizontal coordinates were scaled from a topographic map and have
 BY0821.an estimated accuracy of +/- 6 seconds.
 BY0821
 BY0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0821.The vertical order pertains to the NGVD 29 superseded value.
 BY0821
 BY0821.The geoid height was determined by GEOID03.
 BY0821
 BY0821;                    North         East    Units  Estimated Accuracy
 BY0821;SPC TX C     - 3,200,850.    1,233,860.      MT  (+/- 180 meters Scaled)
 BY0821
 BY0821                          SUPERSEDED SURVEY CONTROL
 BY0821
 BY0821  NGVD 29 (??/??/92)   96.788  (m)          317.55   (f) ADJ UNCH    2 0
 BY0821
 BY0821.Superseded values are not recommended for survey control.
 BY0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0821.See file dsdata.txt to determine how the superseded data were derived.
 BY0821
 BY0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ364704(NAD 83)
 BY0821_MARKER: DD = SURVEY DISK
 BY0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0821_SP_SET: PARAPET WALL
 BY0821_STAMPING: 317.729 P T STA 45 S 1926
 BY0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0821
 BY0821  HISTORY     - Date     Condition        Report By
 BY0821  HISTORY     - 1926     MONUMENTED       USGS
 BY0821  HISTORY     - 1949     GOOD             NGS
 BY0821
 BY0821                          STATION DESCRIPTION
 BY0821
 BY0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0821'1.5 MI N FROM LUFKIN.
 BY0821'1.5 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM LUFKIN,
 BY0821'ANGELINA COUNTY, AT THE SOUTH END OF HIGHWAY UNDERPASS 119 D, AND IN
 BY0821'THE TOP OF THE SOUTH END OF THE WEST CONCRETE PARAPET WALL.  A UNITED
 BY0821'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 317.729 P T STA 45 S
 BY0821'1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4368 ***********************************************************************
 AW4368  DESIGNATION -  PTS 46 M
 AW4368  PID         -  AW4368
 AW4368  STATE/COUNTY-  TX/BRAZORIA
 AW4368  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4368
 AW4368                         *CURRENT SURVEY CONTROL
 AW4368  ___________________________________________________________________
 AW4368* NAD 83(1986)-  29 08 56.     (N)    095 30 46.     (W)     SCALED    
 AW4368* NAVD 88     -         8.35   (+/-2cm)      27.4    (feet)  VERTCON   
 AW4368  ___________________________________________________________________
 AW4368  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW4368
 AW4368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4368
 AW4368.The horizontal coordinates were scaled from a topographic map and have
 AW4368.an estimated accuracy of +/- 6 seconds.
 AW4368
 AW4368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4368.The vertical order pertains to the NGVD 29 superseded value.
 AW4368
 AW4368.The geoid height was determined by GEOID03.
 AW4368
 AW4368;                    North         East    Units  Estimated Accuracy
 AW4368;SPC TXSC     - 4,150,860.      939,210.      MT  (+/- 180 meters Scaled)
 AW4368
 AW4368                          SUPERSEDED SURVEY CONTROL
 AW4368
 AW4368  NGVD 29 (??/??/92)    8.36   (m)           27.4    (f) COMPUTED    2 0
 AW4368
 AW4368.Superseded values are not recommended for survey control.
 AW4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4368.See file dsdata.txt to determine how the superseded data were derived.
 AW4368
 AW4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN555270(NAD 83)
 AW4368_MARKER: DD = SURVEY DISK
 AW4368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4368_SP_SET: CULVERT
 AW4368_STAMPING: P. T. STA. NO. 46 M 1925
 AW4368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4368
 AW4368  HISTORY     - Date     Condition        Report By
 AW4368  HISTORY     - 1925     MONUMENTED       USGS
 AW4368  HISTORY     - 1943     GOOD             NGS
 AW4368  HISTORY     - 19980305 POOR             USPSQD
 AW4368  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4368
 AW4368                          STATION DESCRIPTION
 AW4368
 AW4368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4368'6.1 MI NE FROM EAST COLUMBIA.
 AW4368'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4368'COLUMBIA.  PROCEED NORTHEASTERLY 6.1 MILES ALONG STATE HIGHWAY NO. 35
 AW4368'TO A Y ROAD INTERSECTION AND SITE OF BENCH MARK.  BENCH MARK IS 95.0
 AW4368'FEET WEST OF A CONCRETE BOX CULVERT IN HIGHWAY, 52.0 FEET NORTHWEST OF
 AW4368'AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE HIGHWAY, 42.0 FEET WEST
 AW4368'OF THE CENTERLINE OF A DIRT ROAD LEADING NORTH, 30.0 FEET SOUTHEAST OF
 AW4368'THE SOUTHEAST CORNER OF A CHURCH (COLORED), 2.0 FEET SOUTHWEST OF A 4
 AW4368'BY 4 INCH WOODEN MARKER POST AND DIRECTLY ACROSS THE HIGHWAY FROM THE
 AW4368'INTERSECTION OF THE GRADED ROAD LEADING SOUTH. MONUMENT PROJECTS ABOUT
 AW4368'0.5 FOOT, AND SET IN A CONCRETE POST.  NOTE-- (ALSO 5.2 MILES
 AW4368'SOUTHWEST OF ANCHOR).
 AW4368
 AW4368                          STATION RECOVERY (1998)
 AW4368
 AW4368'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4368'MARK RECOVERED IN POOR CONDITION.
 AW4368
 AW4368                          STATION RECOVERY (2004)
 AW4368
 AW4368'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2623 ***********************************************************************
 CS2623  DESIGNATION -  PTS 47 F USGS 1947
 CS2623  PID         -  CS2623
 CS2623  STATE/COUNTY-  TX/HENDERSON
 CS2623  USGS QUAD   -  TOOL (1981)
 CS2623
 CS2623                         *CURRENT SURVEY CONTROL
 CS2623  ___________________________________________________________________
 CS2623* NAD 83(1993)-  32 20 26.36510(N)    096 11 45.42143(W)     ADJUSTED  
 CS2623* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 CS2623  ___________________________________________________________________
 CS2623  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CS2623  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS2623
 CS2623  HORZ ORDER  -  SECOND
 CS2623
 CS2623.The horizontal coordinates were established by classical geodetic methods
 CS2623.and adjusted by the National Geodetic Survey in February 1996..
 CS2623
 CS2623.The orthometric height was scaled from a topographic map.
 CS2623
 CS2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2623
 CS2623.The geoid height was determined by GEOID03.
 CS2623
 CS2623;                    North         East     Units Scale Factor Converg.
 CS2623;SPC TXNC     - 2,077,118.385   816,879.633   MT  0.99994903   +1 15 23.8
 CS2623;SPC TXNC     - 6,814,679.23  2,680,045.93   sFT  0.99994903   +1 15 23.8
 CS2623;UTM  14      - 3,581,652.421   763,918.931   MT  1.00045903   +1 30 03.2
 CS2623
 CS2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2623!SPC TXNC     -   0.99998750  x   0.99994903  =   0.99993653
 CS2623!UTM  14      -   0.99998750  x   1.00045903  =   1.00044653
 CS2623
 CS2623                          SUPERSEDED SURVEY CONTROL
 CS2623
 CS2623  NAD 83(1986)-  32 20 26.37273(N)    096 11 45.40523(W) AD(       ) 2
 CS2623  NAD 27      -  32 20 25.85600(N)    096 11 44.49500(W) AD(       ) 2
 CS2623
 CS2623.Superseded values are not recommended for survey control.
 CS2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2623.See file dsdata.txt to determine how the superseded data were derived.
 CS2623
 CS2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6391981652(NAD 83)
 CS2623_MARKER: DB = BENCH MARK DISK
 CS2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2623+STABILITY: SURFACE MOTION
 CS2623
 CS2623  HISTORY     - Date     Condition        Report By
 CS2623  HISTORY     - 1947     MONUMENTED       CGS
 CS2623
 CS2623                          STATION DESCRIPTION
 CS2623
 CS2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS2623'SEE STA CEDAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4583 ***********************************************************************
 AW4583  DESIGNATION -  PTS 48
 AW4583  PID         -  AW4583
 AW4583  STATE/COUNTY-  TX/HARRIS
 AW4583  USGS QUAD   -  KATY (1980)
 AW4583
 AW4583                         *CURRENT SURVEY CONTROL
 AW4583  ___________________________________________________________________
 AW4583* NAD 83(1986)-  29 49 37.     (N)    095 49 21.     (W)     SCALED    
 AW4583* NAVD 88     -        47.75   (+/-2cm)     156.7    (feet)  VERTCON   
 AW4583  ___________________________________________________________________
 AW4583  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW4583
 AW4583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4583
 AW4583.The horizontal coordinates were scaled from a topographic map and have
 AW4583.an estimated accuracy of +/- 6 seconds.
 AW4583
 AW4583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4583.The vertical order pertains to the NGVD 29 superseded value.
 AW4583
 AW4583.The geoid height was determined by GEOID03.
 AW4583
 AW4583;                    North         East    Units  Estimated Accuracy
 AW4583;SPC TXSC     - 4,225,120.      907,050.      MT  (+/- 180 meters Scaled)
 AW4583
 AW4583                          SUPERSEDED SURVEY CONTROL
 AW4583
 AW4583  NGVD 29 (??/??/92)   47.736  (m)          156.61   (f) ADJ UNCH    2 0
 AW4583
 AW4583.Superseded values are not recommended for survey control.
 AW4583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4583.See file dsdata.txt to determine how the superseded data were derived.
 AW4583
 AW4583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP272029(NAD 83)
 AW4583_MARKER: P = PIPE CAP
 AW4583_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4583_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4583_STAMPING: PRIM TRAV STA NO 157 1915 48
 AW4583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4583
 AW4583  HISTORY     - Date     Condition        Report By
 AW4583  HISTORY     - 1915     MONUMENTED       USGS
 AW4583  HISTORY     - 1954     GOOD             NGS
 AW4583  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4583  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW4583  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW4583
 AW4583                          STATION DESCRIPTION
 AW4583
 AW4583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4583'3.1 MI N FROM KATY.
 AW4583'ABOUT 3.1 MILES NORTH ALONG THE KATHY AND HOCKLEY ROAD FROM THE
 AW4583'MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, ACROSS
 AW4583'THE ROAD FROM A LARGE FARMHOUSE, 72 FEET SOUTH OF THE EXTENDED CENTER
 AW4583'LINE OF A PRIVATE DRIVEWAY, 133 FEET SOUTH OF THE CENTER OF A WIRE
 AW4583'GATE, 31 FEET EAST OF THE CENTER LINE OF A ROAD, 1.8 FEET EAST OF A
 AW4583'FENCE, 2 FEET EAST OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON
 AW4583'PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 AW4583
 AW4583                          STATION RECOVERY (1973)
 AW4583
 AW4583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4583'MARK NOT FOUND.
 AW4583
 AW4583                          STATION RECOVERY (1994)
 AW4583
 AW4583'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4583'MARK NOT FOUND.
 AW4583
 AW4583                          STATION RECOVERY (2004)
 AW4583
 AW4583'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0831 ***********************************************************************
 BY0831  DESIGNATION -  PTS 48 S
 BY0831  PID         -  BY0831
 BY0831  STATE/COUNTY-  TX/ANGELINA
 BY0831  USGS QUAD   -  DIBOLL (1980)
 BY0831
 BY0831                         *CURRENT SURVEY CONTROL
 BY0831  ___________________________________________________________________
 BY0831* NAD 83(1986)-  31 13 00.     (N)    094 46 33.     (W)     SCALED    
 BY0831* NAVD 88     -        75.25   (+/-2cm)     246.9    (feet)  VERTCON   
 BY0831  ___________________________________________________________________
 BY0831  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BY0831
 BY0831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0831
 BY0831.The horizontal coordinates were scaled from a topographic map and have
 BY0831.an estimated accuracy of +/- 6 seconds.
 BY0831
 BY0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0831.The vertical order pertains to the NGVD 29 superseded value.
 BY0831
 BY0831.The geoid height was determined by GEOID03.
 BY0831
 BY0831;                    North         East    Units  Estimated Accuracy
 BY0831;SPC TX C     - 3,185,050.    1,229,280.      MT  (+/- 180 meters Scaled)
 BY0831
 BY0831                          SUPERSEDED SURVEY CONTROL
 BY0831
 BY0831  NGVD 29 (??/??/92)   75.289  (m)          247.01   (f) ADJ UNCH    2 0
 BY0831
 BY0831.Superseded values are not recommended for survey control.
 BY0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0831.See file dsdata.txt to determine how the superseded data were derived.
 BY0831
 BY0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ308549(NAD 83)
 BY0831_MARKER: DD = SURVEY DISK
 BY0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0831_SP_SET: CULVERT
 BY0831_STAMPING: PT STA NO 48 S 1926 247.188
 BY0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0831
 BY0831  HISTORY     - Date     Condition        Report By
 BY0831  HISTORY     - 1926     MONUMENTED       USGS
 BY0831  HISTORY     - 1949     GOOD             NGS
 BY0831  HISTORY     - 1960     GOOD             NGS
 BY0831  HISTORY     - 19980919 GOOD             USPSQD
 BY0831
 BY0831                          STATION DESCRIPTION
 BY0831
 BY0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0831'1.15 MI S FROM BURKE.
 BY0831'1.15 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0831'STATION AT BURKE, 4 1/2 POLES NORTH OF MILEPOST 109, 188.0 FEET
 BY0831'SOUTHWEST OF AND ACROSS THE ROAD FROM A WHITE FARM HOME, 71.0 FEET
 BY0831'WEST OF THE CENTER LINE OF OLD U.S. HIGHWAY 59, 5.2 FEET EAST OF THE
 BY0831'EAST RAIL OF THE TRACK, 2.0 FEET BELOW THE TOP OF THE RAIL, AND SET IN
 BY0831'THE NORTH END OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT UNDER THE
 BY0831'TRACKS.
 BY0831
 BY0831                          STATION RECOVERY (1960)
 BY0831
 BY0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY0831'RECOVERED IN GOOD CONDITION.
 BY0831
 BY0831                          STATION RECOVERY (1998)
 BY0831
 BY0831'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1069 ***********************************************************************
 AB1069  DESIGNATION -  PTS 49
 AB1069  PID         -  AB1069
 AB1069  STATE/COUNTY-  TX/KENEDY
 AB1069  USGS QUAD   -  LOS AMIGOS WINDMILL (1975)
 AB1069
 AB1069                         *CURRENT SURVEY CONTROL
 AB1069  ___________________________________________________________________
 AB1069* NAD 83(1986)-  26 48 43.     (N)    097 33 52.     (W)     SCALED    
 AB1069* NAVD 88     -         2.990  (meters)       9.81   (feet)  ADJUSTED  
 AB1069  ___________________________________________________________________
 AB1069  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AB1069  DYNAMIC HT  -           2.985 (meters)       9.79  (feet)  COMP
 AB1069  MODELED GRAV-     979,083.9   (mgal)                       NAVD 88
 AB1069
 AB1069  VERT ORDER  -  SECOND    CLASS 0
 AB1069
 AB1069.The horizontal coordinates were scaled from a topographic map and have
 AB1069.an estimated accuracy of +/- 6 seconds.
 AB1069
 AB1069.The orthometric height was determined by differential leveling
 AB1069.and adjusted by the National Geodetic Survey in June 1991..
 AB1069
 AB1069.The geoid height was determined by GEOID03.
 AB1069
 AB1069.The dynamic height is computed by dividing the NAVD 88
 AB1069.geopotential number by the normal gravity value computed on the
 AB1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1069.degrees latitude (g = 980.6199 gals.).
 AB1069
 AB1069.The modeled gravity was interpolated from observed gravity values.
 AB1069
 AB1069;                    North         East    Units  Estimated Accuracy
 AB1069;SPC TX S     - 5,127,230.      393,000.      MT  (+/- 180 meters Scaled)
 AB1069
 AB1069                          SUPERSEDED SURVEY CONTROL
 AB1069
 AB1069  NGVD 29 (??/??/92)    3.074  (m)           10.09   (f) ADJ UNCH    2 0
 AB1069
 AB1069.Superseded values are not recommended for survey control.
 AB1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1069.See file dsdata.txt to determine how the superseded data were derived.
 AB1069
 AB1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ426664(NAD 83)
 AB1069_MARKER: DB = BENCH MARK DISK
 AB1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1069_STAMPING: PRIM. TRAV. STA. NO. 49 10 1920 1921
 AB1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1069+STABILITY: SURFACE MOTION
 AB1069
 AB1069  HISTORY     - Date     Condition        Report By
 AB1069  HISTORY     - 1921     MONUMENTED       CGS
 AB1069  HISTORY     - 1942     GOOD             NGS
 AB1069
 AB1069                          STATION DESCRIPTION
 AB1069
 AB1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1069'11.9 MI NE FROM NORIAS RANCH.
 AB1069'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1069'TRACK ROAD AND GO 1.4 MILE TO A GATE AND FORK IN ROAD, PASS THROUGH
 AB1069'GATE AND TAKE LEFT FORK (ROAD TO SANTA CRUZ WINDMILL), CONTINUE
 AB1069'NORTHEASTERLY 8.1 MILES TO A LARGE ROUND CONCRETE WATER TANK, PASS
 AB1069'TANK AND CONTINUE NORTHEASTERLY 2.2 MILES TO A POINT SOUTH OF A
 AB1069'NORTHWEST-SOUTHEAST FENCE JOINING THE DIVISION FENCE BETWEEN THE
 AB1069'NORIAS AND KENNEDY RANCHES, LEAVE ROAD AND TURN NORTH (LEFT) AND GO
 AB1069'ABOUT 0.2 MILE TO THE FENCE LINE AND SITE OF BENCH MARK, SET IN THE
 AB1069'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2176 ***********************************************************************
 AW2176  DESIGNATION -  PTS 49
 AW2176  PID         -  AW2176
 AW2176  STATE/COUNTY-  TX/HARRIS
 AW2176  USGS QUAD   -  KATY (1980)
 AW2176
 AW2176                         *CURRENT SURVEY CONTROL
 AW2176  ___________________________________________________________________
 AW2176* NAD 83(1986)-  29 52 03.     (N)    095 49 25.     (W)     SCALED    
 AW2176* NAVD 88     -        48.450  (meters)     158.96   (feet)  ADJUSTED  
 AW2176  ___________________________________________________________________
 AW2176  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW2176  DYNAMIC HT  -          48.384 (meters)     158.74  (feet)  COMP
 AW2176  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 AW2176
 AW2176  VERT ORDER  -  FIRST     CLASS II
 AW2176
 AW2176.The horizontal coordinates were scaled from a topographic map and have
 AW2176.an estimated accuracy of +/- 6 seconds.
 AW2176
 AW2176.The orthometric height was determined by differential leveling
 AW2176.and adjusted by the National Geodetic Survey in June 1991..
 AW2176
 AW2176.The geoid height was determined by GEOID03.
 AW2176
 AW2176.The dynamic height is computed by dividing the NAVD 88
 AW2176.geopotential number by the normal gravity value computed on the
 AW2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2176.degrees latitude (g = 980.6199 gals.).
 AW2176
 AW2176.The modeled gravity was interpolated from observed gravity values.
 AW2176
 AW2176;                    North         East    Units  Estimated Accuracy
 AW2176;SPC TXSC     - 4,229,610.      906,820.      MT  (+/- 180 meters Scaled)
 AW2176
 AW2176                          SUPERSEDED SURVEY CONTROL
 AW2176
 AW2176  NGVD 29 (12/23/87)   48.440  (m)          158.92   (f) ADJUSTED    1 2
 AW2176
 AW2176.Superseded values are not recommended for survey control.
 AW2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2176.See file dsdata.txt to determine how the superseded data were derived.
 AW2176
 AW2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP272074(NAD 83)
 AW2176_MARKER: P = PIPE CAP
 AW2176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2176_SP_SET: SHALLOW-SET PIPE
 AW2176_STAMPING: PRIM TRAV STA NO 49 160 1915
 AW2176_MARK LOGO: USGS  
 AW2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2176+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW2176
 AW2176  HISTORY     - Date     Condition        Report By
 AW2176  HISTORY     - 1915     MONUMENTED       USGS
 AW2176  HISTORY     - 1973     GOOD             NGS
 AW2176  HISTORY     - 1978     GOOD             NGS
 AW2176  HISTORY     - 1986     GOOD             NGS
 AW2176  HISTORY     - 1987     GOOD             USPSQD
 AW2176  HISTORY     - 19940625 GOOD             USPSQD
 AW2176  HISTORY     - 20041013 GOOD             USPSQD
 AW2176  HISTORY     - 20051026 GOOD             USPSQD
 AW2176
 AW2176                          STATION DESCRIPTION
 AW2176
 AW2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2176'5.6 MI N FROM KATY.
 AW2176'ABOUT 5.6 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW2176'HIGHWAY 90 AND AVENUE D, 82 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 AW2176'DRIVE, 17.5 FEET EAST OF THE NORTH END OF THE EAST CONCRETE HEADWALL,
 AW2176'6 FEET NORTH OF A SOUTHWEST FENCE CORNER POST, 7.4 FEET EAST OF A
 AW2176'POWER POLE, 2.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AW2176'THE ROAD, AND SET ON TOP OF A METAL PIPE PROJECTING 0.6 FOOT.
 AW2176
 AW2176                          STATION RECOVERY (1978)
 AW2176
 AW2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2176'RECOVERED IN GOOD CONDITION.
 AW2176
 AW2176                          STATION RECOVERY (1986)
 AW2176
 AW2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2176'RECOVERED IN GOOD CONDITION.
 AW2176
 AW2176                          STATION RECOVERY (1987)
 AW2176
 AW2176'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2176'RECOVERED IN GOOD CONDITION.
 AW2176
 AW2176                          STATION RECOVERY (1994)
 AW2176
 AW2176'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2176'RECOVERED IN GOOD CONDITION.
 AW2176
 AW2176                          STATION RECOVERY (2004)
 AW2176
 AW2176'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2176'RECOVERED IN GOOD CONDITION.
 AW2176
 AW2176                          STATION RECOVERY (2005)
 AW2176
 AW2176'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2176'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0407 ***********************************************************************
 BZ0407  DESIGNATION -  PTS 5 C=J 26
 BZ0407  PID         -  BZ0407
 BZ0407  STATE/COUNTY-  TX/LEON
 BZ0407  USGS QUAD   -  MARQUEZ (1982)
 BZ0407
 BZ0407                         *CURRENT SURVEY CONTROL
 BZ0407  ___________________________________________________________________
 BZ0407* NAD 83(1986)-  31 14 25.     (N)    096 15 31.     (W)     SCALED    
 BZ0407* NAVD 88     -       121.99   (+/-2cm)     400.2    (feet)  VERTCON   
 BZ0407  ___________________________________________________________________
 BZ0407  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BZ0407
 BZ0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0407
 BZ0407.The horizontal coordinates were scaled from a topographic map and have
 BZ0407.an estimated accuracy of +/- 6 seconds.
 BZ0407
 BZ0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0407.The vertical order pertains to the NGVD 29 superseded value.
 BZ0407
 BZ0407.The geoid height was determined by GEOID03.
 BZ0407
 BZ0407;                    North         East    Units  Estimated Accuracy
 BZ0407;SPC TX C     - 3,181,550.    1,088,050.      MT  (+/- 180 meters Scaled)
 BZ0407
 BZ0407                          SUPERSEDED SURVEY CONTROL
 BZ0407
 BZ0407  NGVD 29 (??/??/92)  121.965  (m)          400.15   (f) ADJ UNCH    2 0
 BZ0407
 BZ0407.Superseded values are not recommended for survey control.
 BZ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0407.See file dsdata.txt to determine how the superseded data were derived.
 BZ0407
 BZ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV610594(NAD 83)
 BZ0407_MARKER: DD = SURVEY DISK
 BZ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0407_STAMPING: 400.091 P T 5 C J 26 1924
 BZ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0407+STABILITY: SURFACE MOTION
 BZ0407
 BZ0407  HISTORY     - Date     Condition        Report By
 BZ0407  HISTORY     - 1924     MONUMENTED       USGS
 BZ0407  HISTORY     - 1933     GOOD             NGS
 BZ0407  HISTORY     - 1942     MARK NOT FOUND   NGS
 BZ0407
 BZ0407                          STATION DESCRIPTION
 BZ0407
 BZ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0407'IN MARQUEZ.
 BZ0407'AT MARQUEZ, LEON COUNTY, 300 FEET WEST OF THE MISSOURI PACIFIC
 BZ0407'RAILROAD STATION (FORMERLY THE INTERNATIONAL-GREAT NORTHERN RAILROAD),
 BZ0407'AND AT THE SOUTHWEST CORNER OF THE INTERSECTION OF STATE HIGHWAY 43
 BZ0407'AND A ROAD LEADING TO BALD PRAIRIE.  A UNITED STATES GEOLOGICAL SURVEY
 BZ0407'STANDARD DISK, STAMPED 400.091 P T 5 C 4 26 1924 AND SET IN THE TOP OF
 BZ0407'A CONCRETE POST.
 BZ0407
 BZ0407                          STATION RECOVERY (1942)
 BZ0407
 BZ0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BZ0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0909 ***********************************************************************
 AH0909  DESIGNATION -  PTS 5 F
 AH0909  PID         -  AH0909
 AH0909  STATE/COUNTY-  TX/KLEBERG
 AH0909  USGS QUAD   -  LAURELES RANCH (1975)
 AH0909
 AH0909                         *CURRENT SURVEY CONTROL
 AH0909  ___________________________________________________________________
 AH0909* NAD 83(1986)-  27 33 36.     (N)    097 30 09.     (W)     SCALED    
 AH0909* NAVD 88     -        10.236  (meters)      33.58   (feet)  ADJUSTED  
 AH0909  ___________________________________________________________________
 AH0909  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AH0909  DYNAMIC HT  -          10.220 (meters)      33.53  (feet)  COMP
 AH0909  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 AH0909
 AH0909  VERT ORDER  -  SECOND    CLASS 0
 AH0909
 AH0909.The horizontal coordinates were scaled from a topographic map and have
 AH0909.an estimated accuracy of +/- 6 seconds.
 AH0909
 AH0909.The orthometric height was determined by differential leveling
 AH0909.and adjusted by the National Geodetic Survey in June 1991..
 AH0909
 AH0909.The geoid height was determined by GEOID03.
 AH0909
 AH0909.The dynamic height is computed by dividing the NAVD 88
 AH0909.geopotential number by the normal gravity value computed on the
 AH0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0909.degrees latitude (g = 980.6199 gals.).
 AH0909
 AH0909.The modeled gravity was interpolated from observed gravity values.
 AH0909
 AH0909;                    North         East    Units  Estimated Accuracy
 AH0909;SPC TX S     - 5,210,160.      398,510.      MT  (+/- 180 meters Scaled)
 AH0909
 AH0909                          SUPERSEDED SURVEY CONTROL
 AH0909
 AH0909  NGVD 29 (??/??/92)   10.37   (m)           34.0    (f) COMPUTED    2 0
 AH0909
 AH0909.Superseded values are not recommended for survey control.
 AH0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0909.See file dsdata.txt to determine how the superseded data were derived.
 AH0909
 AH0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR478493(NAD 83)
 AH0909_MARKER: DD = SURVEY DISK
 AH0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0909_STAMPING: PRIM TRAV STA NO 5 TEXAS F 18 1922
 AH0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0909+STABILITY: SURFACE MOTION
 AH0909
 AH0909  HISTORY     - Date     Condition        Report By
 AH0909  HISTORY     - 1922     MONUMENTED       USGS
 AH0909  HISTORY     - 1949     GOOD             NGS
 AH0909
 AH0909                          STATION DESCRIPTION
 AH0909
 AH0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0909'1.5 MI N FROM LAURELES RANCH HOUSE.
 AH0909'LOCATED 1.5 MILES N ALONG THE BLACKTOP ROAD FROM THE LAURELES RANCH
 AH0909'HEADQUARTERS AT THE NUECES-KLEBERG COUNTY LINE, 36 FT. E OF THE ROAD,
 AH0909'114 FT. S OF A LARGE CONCRETE BOX CULVERT AND 5 FT. W OF A FENCE
 AH0909'CORNER.  USGS DISK STAMPED PRIM TRAV STA NO 5 TEXAS F 18 1922 IN TOP
 AH0909'OF A 6 INCH DIAMETER CONCRETE MONUMENT PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4044 ***********************************************************************
 AW4044  DESIGNATION -  PTS 5 M
 AW4044  PID         -  AW4044
 AW4044  STATE/COUNTY-  TX/BRAZORIA
 AW4044  USGS QUAD   -  ROSHARON (1974)
 AW4044
 AW4044                         *CURRENT SURVEY CONTROL
 AW4044  ___________________________________________________________________
 AW4044* NAD 83(1986)-  29 21 14.     (N)    095 27 44.     (W)     SCALED    
 AW4044* NAVD 88     -        15.79   (+/-2cm)      51.8    (feet)  VERTCON   
 AW4044  ___________________________________________________________________
 AW4044  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW4044
 AW4044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4044
 AW4044.The horizontal coordinates were scaled from a topographic map and have
 AW4044.an estimated accuracy of +/- 6 seconds.
 AW4044
 AW4044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4044.The vertical order pertains to the NGVD 29 superseded value.
 AW4044
 AW4044.The geoid height was determined by GEOID03.
 AW4044
 AW4044;                    North         East    Units  Estimated Accuracy
 AW4044;SPC TXSC     - 4,173,710.      943,440.      MT  (+/- 180 meters Scaled)
 AW4044
 AW4044                          SUPERSEDED SURVEY CONTROL
 AW4044
 AW4044  NGVD 29 (??/??/92)   15.787  (m)           51.79   (f) ADJ UNCH    2 0
 AW4044
 AW4044.Superseded values are not recommended for survey control.
 AW4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4044.See file dsdata.txt to determine how the superseded data were derived.
 AW4044
 AW4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN609497(NAD 83)
 AW4044_MARKER: DD = SURVEY DISK
 AW4044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4044_STAMPING: P.T.STA. NO.5 M 1925
 AW4044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4044+STABILITY: SURFACE MOTION
 AW4044
 AW4044  HISTORY     - Date     Condition        Report By
 AW4044  HISTORY     - 1925     MONUMENTED       USGS
 AW4044  HISTORY     - 1942     GOOD             NGS
 AW4044  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4044  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4044
 AW4044                          STATION DESCRIPTION
 AW4044
 AW4044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW4044'IN ROSHARON.
 AW4044'BENCH MARK IS ABOUT 300.0 FEET NORTHWEST OF THE POST OFFICE, ABOUT
 AW4044'75.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF STATE HIGHWAY
 AW4044'NO. 288, ABOUT 18.0 FEET EAST OF AND 1.0 FOOT BELOW THE CENTERLINE OF
 AW4044'THE MISSOURI PACIFIC RAILROAD MAIN TRACK, 18.0 FEET SOUTH OF THE
 AW4044'CENTERLINE OF A GRAVEL ROAD CROSSING, ABOUT 14.0 FEET SOUTHWEST OF THE
 AW4044'SOUTHWEST CORNER OF A 6X4 FOOT CONCRETE CULVERT. MONUMENT IS 2.0 FEET
 AW4044'NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND FLUSH WITH THE
 AW4044'GROUND, AND SET IN A CONCRETE POST.
 AW4044
 AW4044                          STATION RECOVERY (1988)
 AW4044
 AW4044'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4044'MARK NOT FOUND.
 AW4044
 AW4044                          STATION RECOVERY (2004)
 AW4044
 AW4044'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4044'GO SOUTH ON HW 521 FROM ARCOLA TO N29 21 14 W095 27 44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2903 ***********************************************************************
 CS2903  DESIGNATION -  PTS 5 S USGS 1947
 CS2903  PID         -  CS2903
 CS2903  STATE/COUNTY-  TX/TARRANT
 CS2903  USGS QUAD   -  HURST (1981)
 CS2903
 CS2903                         *CURRENT SURVEY CONTROL
 CS2903  ___________________________________________________________________
 CS2903* NAD 83(1993)-  32 48 19.67957(N)    097 10 15.54206(W)     ADJUSTED  
 CS2903* NAVD 88     -       159.72   (+/-2cm)     524.0    (feet)  VERTCON   
 CS2903  ___________________________________________________________________
 CS2903  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 CS2903  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CS2903
 CS2903  HORZ ORDER  -  SECOND
 CS2903  VERT ORDER  -  THIRD ? (See Below)
 CS2903
 CS2903.The horizontal coordinates were established by classical geodetic methods
 CS2903.and adjusted by the National Geodetic Survey in February 1996..
 CS2903
 CS2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2903.The vertical order pertains to the NGVD 29 superseded value.
 CS2903
 CS2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2903
 CS2903.The geoid height was determined by GEOID03.
 CS2903
 CS2903;                    North         East     Units Scale Factor Converg.
 CS2903;SPC TXNC     - 2,127,068.511   724,454.635   MT  0.99988180   +0 43 29.4
 CS2903;SPC TXNC     - 6,978,557.27  2,376,814.91   sFT  0.99988180   +0 43 29.4
 CS2903;UTM  14      - 3,631,202.445   671,245.131   MT  0.99996160   +0 59 28.3
 CS2903
 CS2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2903!SPC TXNC     -   0.99997924  x   0.99988180  =   0.99986104
 CS2903!UTM  14      -   0.99997924  x   0.99996160  =   0.99994084
 CS2903
 CS2903                          SUPERSEDED SURVEY CONTROL
 CS2903
 CS2903  NAD 83(1993)-  32 48 19.68321(N)    097 10 15.52582(W) AD(       ) 2
 CS2903  NAD 83(1986)-  32 48 19.68422(N)    097 10 15.52516(W) AD(       ) 2
 CS2903  NAD 27      -  32 48 19.22300(N)    097 10 14.48100(W) AD(       ) 2
 CS2903  NGVD 29 (07/19/86)  159.72   (m)          524.0    (f) LEVELING    3  
 CS2903
 CS2903.Superseded values are not recommended for survey control.
 CS2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2903.See file dsdata.txt to determine how the superseded data were derived.
 CS2903
 CS2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7124531202(NAD 83)
 CS2903_MARKER: DB = BENCH MARK DISK
 CS2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2903+STABILITY: SURFACE MOTION
 CS2903
 CS2903  HISTORY     - Date     Condition        Report By
 CS2903  HISTORY     - 1947     MONUMENTED       CGS
 CS2903  HISTORY     - 1950     GOOD             CGS
 CS2903  HISTORY     - 1963     GOOD             USGS
 CS2903  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS2903
 CS2903                          STATION DESCRIPTION
 CS2903
 CS2903'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2903'THE STATION IS LOCATED APPROXIMATELY 0.25 MILE SOUTH OF THE
 CS2903'HURST SCHOOL HOUSE, ON PROPERTY OF THE RAILROAD.  IT IS 85 FEET
 CS2903'SOUTH OF THE CENTERLINE OF THE MAIN TRACKS, 13.9 FEET NORTH
 CS2903'OF THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK IS A USGS BENCH
 CS2903'MARK SET IN A 6 INCH ROUND CONCRETE POST WHICH PROJECTS 8
 CS2903'INCHES AND THE DISK IS STAMPED PT STA NO 5 S 1925.  THE MARK
 CS2903'IS DIRECTLY BENEATH A 22 WIRE TELEGRAPH LINE.
 CS2903'
 CS2903'TO REACH FROM THE HURST SCHOOL HOUSE, TURN RIGHT AT THE
 CS2903'FIRST ROAD EAST OF THE SCHOOL, GO 0.25 MILE TO RAILROAD TRACKS,
 CS2903'TURN RIGHT FOR 0.1 MILE TO STATION 28 PACES SOUTH OF MAIN
 CS2903'TRACKS.
 CS2903'
 CS2903'THIS STATION WAS LOCATED BY A TRAVERSE MEASUREMENT TO STATION
 CS2903'HURST.  IT IS 247.984 METERS (813.59 FEET) NORTHEAST OF
 CS2903'TRIANGULATION STATION HURST.
 CS2903
 CS2903                          STATION RECOVERY (1950)
 CS2903
 CS2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (BHR)
 CS2903'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 CS2903'IS A TRAVERSE TIE TO STATION HURST
 CS2903
 CS2903                          STATION RECOVERY (1963)
 CS2903
 CS2903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (SEU)
 CS2903'THE P.T.STA 5 (USGS) MARK WAS RECOVERED IN GOOD CONDITION
 CS2903'AS DESCRIBED.
 CS2903'
 CS2903'THIS MARK IS ABOUT MIDWAY BETWEEN THE 4TH AND 5TH POLE WEST
 CS2903'FROM NORWOOD ST.
 CS2903
 CS2903                          STATION RECOVERY (1997)
 CS2903
 CS2903'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4587 ***********************************************************************
 AW4587  DESIGNATION -  PTS 50
 AW4587  PID         -  AW4587
 AW4587  STATE/COUNTY-  TX/HARRIS
 AW4587  USGS QUAD   -  WARREN LAKE (1980)
 AW4587
 AW4587                         *CURRENT SURVEY CONTROL
 AW4587  ___________________________________________________________________
 AW4587* NAD 83(1986)-  29 54 13.     (N)    095 49 11.     (W)     SCALED    
 AW4587* NAVD 88     -        50.42   (+/-2cm)     165.4    (feet)  VERTCON   
 AW4587  ___________________________________________________________________
 AW4587  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW4587
 AW4587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4587
 AW4587.The horizontal coordinates were scaled from a topographic map and have
 AW4587.an estimated accuracy of +/- 6 seconds.
 AW4587
 AW4587.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4587.The vertical order pertains to the NGVD 29 superseded value.
 AW4587
 AW4587.The geoid height was determined by GEOID03.
 AW4587
 AW4587;                    North         East    Units  Estimated Accuracy
 AW4587;SPC TXSC     - 4,233,620.      907,090.      MT  (+/- 180 meters Scaled)
 AW4587
 AW4587                          SUPERSEDED SURVEY CONTROL
 AW4587
 AW4587  NGVD 29 (??/??/92)   50.415  (m)          165.40   (f) ADJ UNCH    2 0
 AW4587
 AW4587.Superseded values are not recommended for survey control.
 AW4587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4587.See file dsdata.txt to determine how the superseded data were derived.
 AW4587
 AW4587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP277114(NAD 83)
 AW4587_MARKER: P = PIPE CAP
 AW4587_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4587_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4587_STAMPING: PRIM TRAV STA NO 50 165 1915
 AW4587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4587
 AW4587  HISTORY     - Date     Condition        Report By
 AW4587  HISTORY     - 1915     MONUMENTED       USGS
 AW4587  HISTORY     - 1954     GOOD             NGS
 AW4587  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4587  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW4587
 AW4587                          STATION DESCRIPTION
 AW4587
 AW4587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4587'8.7 MI N FROM KATY.
 AW4587'8.45 MILES NORTH ALONG THE KATY AND HOCKLEY RAOD FROM THE MISSOURI,
 AW4587'KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, THENCE 0.25 MILE
 AW4587'EAST ALONG THE KATY AND HOCKLEY ROAD, 60 FEET WEST OF THE CENTER LINE
 AW4587'OF A PRIVATE ROAD LEADING NORTH, 22 FEET SOUTH OF THE CENTER LINE OF
 AW4587'THE KATY AND HOCKLEY ROAD, 2 FEET NORTH OF A FENCE, 1 FOOT WEST OF A
 AW4587'FENCE CORNER, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.5
 AW4587'FEET ABOVE THE GROUND.
 AW4587
 AW4587                          STATION RECOVERY (1973)
 AW4587
 AW4587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4587'MARK NOT FOUND.
 AW4587
 AW4587                          STATION RECOVERY (2004)
 AW4587
 AW4587'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0465 ***********************************************************************
 CS0465  DESIGNATION -  PTS 50 F
 CS0465  PID         -  CS0465
 CS0465  STATE/COUNTY-  TX/HENDERSON
 CS0465  USGS QUAD   -  MABANK (1981)
 CS0465
 CS0465                         *CURRENT SURVEY CONTROL
 CS0465  ___________________________________________________________________
 CS0465* NAD 83(1986)-  32 18 18.     (N)    096 00 26.     (W)     SCALED    
 CS0465* NAVD 88     -       131.952  (meters)     432.91   (feet)  ADJUSTED  
 CS0465  ___________________________________________________________________
 CS0465  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0465  DYNAMIC HT  -         131.800 (meters)     432.41  (feet)  COMP
 CS0465  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 CS0465
 CS0465  VERT ORDER  -  SECOND    CLASS 0
 CS0465
 CS0465.The horizontal coordinates were scaled from a topographic map and have
 CS0465.an estimated accuracy of +/- 6 seconds.
 CS0465
 CS0465.The orthometric height was determined by differential leveling
 CS0465.and adjusted by the National Geodetic Survey in June 1991..
 CS0465
 CS0465.The geoid height was determined by GEOID03.
 CS0465
 CS0465.The dynamic height is computed by dividing the NAVD 88
 CS0465.geopotential number by the normal gravity value computed on the
 CS0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0465.degrees latitude (g = 980.6199 gals.).
 CS0465
 CS0465.The modeled gravity was interpolated from observed gravity values.
 CS0465
 CS0465;                    North         East    Units  Estimated Accuracy
 CS0465;SPC TXNC     - 2,073,570.      834,740.      MT  (+/- 180 meters Scaled)
 CS0465
 CS0465                          SUPERSEDED SURVEY CONTROL
 CS0465
 CS0465  NGVD 29 (??/??/92)  131.96   (m)          432.9    (f) COMPUTED    2 0
 CS0465
 CS0465.Superseded values are not recommended for survey control.
 CS0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0465.See file dsdata.txt to determine how the superseded data were derived.
 CS0465
 CS0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA817781(NAD 83)
 CS0465_MARKER: DD = SURVEY DISK
 CS0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0465_SP_SET: WALL
 CS0465_STAMPING: PRIM. TRAV. STA. NO. 50 F RESET 1918 433 1924
 CS0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0465
 CS0465  HISTORY     - Date     Condition        Report By
 CS0465  HISTORY     - 1924     MONUMENTED       USGS
 CS0465  HISTORY     - 1947     GOOD             NGS
 CS0465
 CS0465                          STATION DESCRIPTION
 CS0465
 CS0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0465'IN EUSTACE.
 CS0465'AT EUSTACE, IN THE SOUTH WALL OF THE NORTH L OF THE HIGH SCHOOL
 CS0465'BUILDING, 91.2 FEET NORTH OF THE CENTER OF THE MAIN (EAST) ENTRANCE TO
 CS0465'THE BUILDING, 1.0 FOOT WEST OF THE WEST EDGE OF THE SOUTH ENTRANCE TO
 CS0465'THE NORTH L SECTION, 2.0 FEET ABOVE THE TOP OF THE TOP CONCRETE STEP,
 CS0465'A U.S. GEOLOGICAL SURVEY BRONZE DISK SET VERTICALLY IN THE SOUTH FACE
 CS0465'OF A STONE AND CONCRETE WALL AND INSIDE OF A TRIANGULAR AREA
 CS0465'SURROUNDED BY THREE PIECES OF PETRIFIED WOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2619 ***********************************************************************
 CS2619  DESIGNATION -  PTS 51 F USGS 1947
 CS2619  PID         -  CS2619
 CS2619  STATE/COUNTY-  TX/HENDERSON
 CS2619  USGS QUAD   -  MABANK (1981)
 CS2619
 CS2619                         *CURRENT SURVEY CONTROL
 CS2619  ___________________________________________________________________
 CS2619* NAD 83(1993)-  32 15 35.92139(N)    096 00 05.70117(W)     ADJUSTED  
 CS2619* NAVD 88     -       110.66   (+/-2cm)     363.1    (feet)  VERTCON   
 CS2619  ___________________________________________________________________
 CS2619  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CS2619  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS2619
 CS2619  HORZ ORDER  -  SECOND
 CS2619  VERT ORDER  -  THIRD ? (See Below)
 CS2619
 CS2619.The horizontal coordinates were established by classical geodetic methods
 CS2619.and adjusted by the National Geodetic Survey in February 1996..
 CS2619
 CS2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2619.The vertical order pertains to the NGVD 29 superseded value.
 CS2619
 CS2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2619
 CS2619.The geoid height was determined by GEOID03.
 CS2619
 CS2619;                    North         East     Units Scale Factor Converg.
 CS2619;SPC TXNC     - 2,068,592.834   835,384.754   MT  0.99996733   +1 21 45.4
 CS2619;SPC TXNC     - 6,786,708.32  2,740,758.15   sFT  0.99996733   +1 21 45.4
 CS2619;UTM  14      - 3,573,200.228   782,470.276   MT  1.00058408   +1 36 05.4
 CS2619;UTM  15      - 3,573,208.578   217,231.224   MT  1.00058616   -1 36 11.5
 CS2619
 CS2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2619!SPC TXNC     -   0.99998662  x   0.99996733  =   0.99995395
 CS2619!UTM  14      -   0.99998662  x   1.00058408  =   1.00057070
 CS2619!UTM  15      -   0.99998662  x   1.00058616  =   1.00057278
 CS2619
 CS2619                          SUPERSEDED SURVEY CONTROL
 CS2619
 CS2619  NAD 83(1986)-  32 15 35.92891(N)    096 00 05.68506(W) AD(       ) 2
 CS2619  NAD 27      -  32 15 35.39600(N)    096 00 04.79900(W) AD(       ) 2
 CS2619  NGVD 29 (07/19/86)  110.67   (m)          363.1    (f) LEVELING    3  
 CS2619
 CS2619.Superseded values are not recommended for survey control.
 CS2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2619.See file dsdata.txt to determine how the superseded data were derived.
 CS2619
 CS2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA8247073200(NAD 83)
 CS2619_MARKER: DB = BENCH MARK DISK
 CS2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2619+STABILITY: SURFACE MOTION
 CS2619
 CS2619  HISTORY     - Date     Condition        Report By
 CS2619  HISTORY     - 1947     MONUMENTED       CGS
 CS2619
 CS2619                          STATION DESCRIPTION
 CS2619
 CS2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS2619'SEE STA CLEAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4589 ***********************************************************************
 AW4589  DESIGNATION -  PTS 52
 AW4589  PID         -  AW4589
 AW4589  STATE/COUNTY-  TX/HARRIS
 AW4589  USGS QUAD   -  WARREN LAKE (1980)
 AW4589
 AW4589                         *CURRENT SURVEY CONTROL
 AW4589  ___________________________________________________________________
 AW4589* NAD 83(1986)-  29 58 00.     (N)    095 48 31.     (W)     SCALED    
 AW4589* NAVD 88     -        51.22   (+/-2cm)     168.0    (feet)  VERTCON   
 AW4589  ___________________________________________________________________
 AW4589  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW4589
 AW4589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4589
 AW4589.The horizontal coordinates were scaled from a topographic map and have
 AW4589.an estimated accuracy of +/- 6 seconds.
 AW4589
 AW4589.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4589.The vertical order pertains to the NGVD 29 superseded value.
 AW4589
 AW4589.The geoid height was determined by GEOID03.
 AW4589
 AW4589;                    North         East    Units  Estimated Accuracy
 AW4589;SPC TXSC     - 4,240,640.      907,970.      MT  (+/- 180 meters Scaled)
 AW4589
 AW4589                          SUPERSEDED SURVEY CONTROL
 AW4589
 AW4589  NGVD 29 (??/??/92)   51.212  (m)          168.02   (f) ADJ UNCH    2 0
 AW4589
 AW4589.Superseded values are not recommended for survey control.
 AW4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4589.See file dsdata.txt to determine how the superseded data were derived.
 AW4589
 AW4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289184(NAD 83)
 AW4589_MARKER: P = PIPE CAP
 AW4589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4589_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4589_STAMPING: PRIM SRAV STA NO 52 168 1915
 AW4589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4589+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW4589
 AW4589  HISTORY     - Date     Condition        Report By
 AW4589  HISTORY     - 1915     MONUMENTED       USGS
 AW4589  HISTORY     - 1954     GOOD             NGS
 AW4589  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4589  HISTORY     - 20041013 GOOD             USPSQD
 AW4589  HISTORY     - 20051026 GOOD             USPSQD
 AW4589
 AW4589                          STATION DESCRIPTION
 AW4589
 AW4589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4589'5.7 MI SE FROM HOCKLEY.
 AW4589'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW
 AW4589'ORLEANS RAILROAD STATION AT HOCKLEY, THENCE 3.7 MILES SOUTH ALONG THE
 AW4589'KATY AND HOCKLEY ROAD, 100 FEET SOUTH OF THE CENTER LINE OF JACK ROAD,
 AW4589'28 FEET EAST OF THE CENTER LINE OF THE KATY AND HOCKLEY ROAD, 2 FEET
 AW4589'WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF
 AW4589'AN IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AW4589
 AW4589                          STATION RECOVERY (1973)
 AW4589
 AW4589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4589'MARK NOT FOUND.
 AW4589
 AW4589                          STATION RECOVERY (2004)
 AW4589
 AW4589'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4589'ORANGE TAPE ON THE FENCE. NO WITNESS POST.
 AW4589
 AW4589                          STATION RECOVERY (2005)
 AW4589
 AW4589'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW4589'FOUND AS DESCRIBED.  ORANGE TAPE STILL ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0286 ***********************************************************************
 BM0286  DESIGNATION -  PTS 52 C
 BM0286  PID         -  BM0286
 BM0286  STATE/COUNTY-  TX/ROBERTSON
 BM0286  USGS QUAD   -  HEARNE NORTH (1989)
 BM0286
 BM0286                         *CURRENT SURVEY CONTROL
 BM0286  ___________________________________________________________________
 BM0286* NAD 83(1986)-  30 55 40.     (N)    096 35 30.     (W)     SCALED    
 BM0286* NAVD 88     -       107.10   (+/-2cm)     351.4    (feet)  VERTCON   
 BM0286  ___________________________________________________________________
 BM0286  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BM0286
 BM0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0286
 BM0286.The horizontal coordinates were scaled from a topographic map and have
 BM0286.an estimated accuracy of +/- 6 seconds.
 BM0286
 BM0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0286.The vertical order pertains to the NGVD 29 superseded value.
 BM0286
 BM0286.The geoid height was determined by GEOID03.
 BM0286
 BM0286;                    North         East    Units  Estimated Accuracy
 BM0286;SPC TX C     - 3,145,810.    1,057,510.      MT  (+/- 180 meters Scaled)
 BM0286
 BM0286                          SUPERSEDED SURVEY CONTROL
 BM0286
 BM0286  NGVD 29 (??/??/92)  107.061  (m)          351.25   (f) ADJ UNCH    2 0
 BM0286
 BM0286.Superseded values are not recommended for survey control.
 BM0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0286.See file dsdata.txt to determine how the superseded data were derived.
 BM0286
 BM0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV301240(NAD 83)
 BM0286_MARKER: DD = SURVEY DISK
 BM0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0286_STAMPING: 351.279 P T 52 C 1923
 BM0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0286+STABILITY: SURFACE MOTION
 BM0286
 BM0286  HISTORY     - Date     Condition        Report By
 BM0286  HISTORY     - 1923     MONUMENTED       USGS
 BM0286  HISTORY     - 1933     GOOD             NGS
 BM0286  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0286
 BM0286                          STATION DESCRIPTION
 BM0286
 BM0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0286'3.1 MI NE FROM HEARNE.
 BM0286'3.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0286'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM HEARNE, ROBERTSON COUNTY,
 BM0286'AT POLE 86/5, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND AT
 BM0286'A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 BM0286'STAMPED 351.279 P T 52 C 1923 AND SET IN THE TOP OF A CONCRETE POST.
 BM0286
 BM0286                          STATION RECOVERY (1994)
 BM0286
 BM0286'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4621 ***********************************************************************
 AW4621  DESIGNATION -  PTS 56
 AW4621  PID         -  AW4621
 AW4621  STATE/COUNTY-  TX/HARRIS
 AW4621  USGS QUAD   -  CYPRESS (1995)
 AW4621
 AW4621                         *CURRENT SURVEY CONTROL
 AW4621  ___________________________________________________________________
 AW4621* NAD 83(1986)-  29 58 08.     (N)    095 41 49.     (W)     SCALED    
 AW4621* NAVD 88     -        45.72   (+/-2cm)     150.0    (feet)  VERTCON   
 AW4621  ___________________________________________________________________
 AW4621  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW4621
 AW4621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4621
 AW4621.The horizontal coordinates were scaled from a topographic map and have
 AW4621.an estimated accuracy of +/- 6 seconds.
 AW4621
 AW4621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4621.The vertical order pertains to the NGVD 29 superseded value.
 AW4621
 AW4621.The geoid height was determined by GEOID03.
 AW4621
 AW4621;                    North         East    Units  Estimated Accuracy
 AW4621;SPC TXSC     - 4,241,180.      918,730.      MT  (+/- 180 meters Scaled)
 AW4621
 AW4621                          SUPERSEDED SURVEY CONTROL
 AW4621
 AW4621  NGVD 29 (??/??/92)   45.711  (m)          149.97   (f) ADJ UNCH    2 0
 AW4621
 AW4621.Superseded values are not recommended for survey control.
 AW4621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4621.See file dsdata.txt to determine how the superseded data were derived.
 AW4621
 AW4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP397183(NAD 83)
 AW4621_MARKER: P = PIPE CAP
 AW4621_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4621_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4621_STAMPING: PRIM TRAV STA NO 56 150 1915
 AW4621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4621
 AW4621  HISTORY     - Date     Condition        Report By
 AW4621  HISTORY     - 1915     MONUMENTED       USGS
 AW4621  HISTORY     - 1954     GOOD             NGS
 AW4621  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4621
 AW4621                          STATION DESCRIPTION
 AW4621
 AW4621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4621'IN CYPRESS.
 AW4621'AT CYPRESS, 311 FEET WEST OF THE WEST CORNER OF THE POST OFFICE, 49.5
 AW4621'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TEXAS AND NEW ORLEANS
 AW4621'RAILROAD, 45 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 290,
 AW4621'1.4 FEET NORTH OF TELEPHONE POLE J R 127 - 4760, RIVETED ON THE TOP OF
 AW4621'AN IRON PIPE WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND.
 AW4621
 AW4621                          STATION RECOVERY (1973)
 AW4621
 AW4621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1792 ***********************************************************************
 BK1792  DESIGNATION -  PTS 57 M USGS
 BK1792  PID         -  BK1792
 BK1792  STATE/COUNTY-  TX/ORANGE
 BK1792  USGS QUAD   -  MAURICEVILLE (1974)
 BK1792
 BK1792                         *CURRENT SURVEY CONTROL
 BK1792  ___________________________________________________________________
 BK1792* NAD 83(1986)-  30 12 10.     (N)    093 52 10.     (W)     SCALED    
 BK1792* NAVD 88     -         7.600  (meters)      24.93   (feet)  ADJUSTED  
 BK1792  ___________________________________________________________________
 BK1792  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK1792  DYNAMIC HT  -           7.590 (meters)      24.90  (feet)  COMP
 BK1792  MODELED GRAV-     979,318.0   (mgal)                       NAVD 88
 BK1792
 BK1792  VERT ORDER  -  FIRST     CLASS II
 BK1792
 BK1792.The horizontal coordinates were scaled from a topographic map and have
 BK1792.an estimated accuracy of +/- 6 seconds.
 BK1792
 BK1792.The orthometric height was determined by differential leveling
 BK1792.and adjusted by the National Geodetic Survey in June 1991..
 BK1792
 BK1792.The geoid height was determined by GEOID03.
 BK1792
 BK1792.The dynamic height is computed by dividing the NAVD 88
 BK1792.geopotential number by the normal gravity value computed on the
 BK1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1792.degrees latitude (g = 980.6199 gals.).
 BK1792
 BK1792.The modeled gravity was interpolated from observed gravity values.
 BK1792
 BK1792;                    North         East    Units  Estimated Accuracy
 BK1792;SPC TX C     - 3,077,510.    1,322,040.      MT  (+/- 180 meters Scaled)
 BK1792
 BK1792                          SUPERSEDED SURVEY CONTROL
 BK1792
 BK1792  NGVD 29 (??/??/??)    7.561  (m)           24.81   (f) ADJUSTED    1 2
 BK1792
 BK1792.Superseded values are not recommended for survey control.
 BK1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1792.See file dsdata.txt to determine how the superseded data were derived.
 BK1792
 BK1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP163415(NAD 83)
 BK1792_MARKER: DD = SURVEY DISK
 BK1792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1792_SP_SET: CULVERT
 BK1792_STAMPING: 25.413 PT STA NO 57 M 1925
 BK1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1792
 BK1792  HISTORY     - Date     Condition        Report By
 BK1792  HISTORY     - 1925     MONUMENTED       USGS
 BK1792  HISTORY     - 1966     GOOD             CGS
 BK1792  HISTORY     - 1979     GOOD             NGS
 BK1792  HISTORY     - 1988     GOOD             USPSQD
 BK1792  HISTORY     - 1990     GOOD             USPSQD
 BK1792  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1792  HISTORY     - 20041009 GOOD             USPSQD
 BK1792
 BK1792                          STATION DESCRIPTION
 BK1792
 BK1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BK1792'IN MAURICEVILLE.
 BK1792'AT MAURICEVILLE, ORANGE COUNTY, ON THE ORANGE AND NORTHWESTERN
 BK1792'RAILROAD, 300 FEET NORTHWEST OF THE STATION, 8 POLES SOUTH OF MILEPOST
 BK1792'B 478, 250 FEET NORTH OF A ROAD CROSSING, AND IN THE TOP OF THE
 BK1792'SOUTHWEST CORNER OF A CONCRETE-BOX CULVERT.  A UNITED STATES
 BK1792'GEOLOGICAL SURVEY STANDARD DISK STAMPED 25.413 PT STA NO 57 M 1925.
 BK1792
 BK1792                          STATION RECOVERY (1979)
 BK1792
 BK1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1792'IN MAURICEVILLE, 0.05 MILE NORTH ALONG OLD STATE HIGHWAY 62 FROM THE
 BK1792'JUNCTION OF FARM ROAD 1130, IN THE TOP OF THE SOUTH END OF THE WEST
 BK1792'HEADWALL OF A CONCRETE BOX CULVERT, 11.1 FT. SOUTHWEST OF THE
 BK1792'CENTERLINE OF THE OLD HIGHWAY, 13.5 FT. NORTHEAST OF A CHAIN LINK
 BK1792'FENCE, 1.0 FT. NORTH OF THE SOUTH END OF THE CULVERT.
 BK1792'THE MARK IS 1.5 FT ABOVE THE HIGHWAY.
 BK1792
 BK1792                          STATION RECOVERY (1988)
 BK1792
 BK1792'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAF)
 BK1792'RECOVERED IN GOOD CONDITION.
 BK1792
 BK1792                          STATION RECOVERY (1990)
 BK1792
 BK1792'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHB)
 BK1792'RECOVERED IN GOOD CONDITION.
 BK1792
 BK1792                          STATION RECOVERY (1996)
 BK1792
 BK1792'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1792'MARK NOT FOUND.
 BK1792
 BK1792                          STATION RECOVERY (2004)
 BK1792
 BK1792'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0401 ***********************************************************************
 BZ0401  DESIGNATION -  PTS 59 C=J 23
 BZ0401  PID         -  BZ0401
 BZ0401  STATE/COUNTY-  TX/ROBERTSON
 BZ0401  USGS QUAD   -  CAMP CREEK LAKE (1982)
 BZ0401
 BZ0401                         *CURRENT SURVEY CONTROL
 BZ0401  ___________________________________________________________________
 BZ0401* NAD 83(1986)-  31 07 28.     (N)    096 20 30.     (W)     SCALED    
 BZ0401* NAVD 88     -        92.22   (+/-2cm)     302.6    (feet)  VERTCON   
 BZ0401  ___________________________________________________________________
 BZ0401  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BZ0401
 BZ0401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0401
 BZ0401.The horizontal coordinates were scaled from a topographic map and have
 BZ0401.an estimated accuracy of +/- 6 seconds.
 BZ0401
 BZ0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0401.The vertical order pertains to the NGVD 29 superseded value.
 BZ0401
 BZ0401.The geoid height was determined by GEOID03.
 BZ0401
 BZ0401;                    North         East    Units  Estimated Accuracy
 BZ0401;SPC TX C     - 3,168,430.    1,080,600.      MT  (+/- 180 meters Scaled)
 BZ0401
 BZ0401                          SUPERSEDED SURVEY CONTROL
 BZ0401
 BZ0401  NGVD 29 (??/??/92)   92.195  (m)          302.48   (f) ADJ UNCH    2 0
 BZ0401
 BZ0401.Superseded values are not recommended for survey control.
 BZ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0401.See file dsdata.txt to determine how the superseded data were derived.
 BZ0401
 BZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV534464(NAD 83)
 BZ0401_MARKER: DD = SURVEY DISK
 BZ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0401_STAMPING: 302.450 P T 59 C 23 J 1924
 BZ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0401+STABILITY: SURFACE MOTION
 BZ0401
 BZ0401  HISTORY     - Date     Condition        Report By
 BZ0401  HISTORY     - 1924     MONUMENTED       USGS
 BZ0401  HISTORY     - 1933     GOOD             NGS
 BZ0401  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BZ0401
 BZ0401                          STATION DESCRIPTION
 BZ0401
 BZ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0401'3.1 MI NE FROM EASTERLY.
 BZ0401'3.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0401'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM EASTERLY, ROBERTSON
 BZ0401'COUNTY, 0.3 MILE NORTHEAST OF THE WATER TANK AT A LAKE, AT POLE 65/5,
 BZ0401'50 FEET EAST OF THE CENTERLINE OF THE TRACK, 3 FEET EAST OF A FENCE
 BZ0401'LINE, AND NEAR A PILE OF LOOSE STONES.  A UNITED STATES GEOLOGICAL
 BZ0401'SURVEY STANDARD DISK, STAMPED 302.450 P T 59 C 23 J 1924 AND SET IN
 BZ0401'THE TOP OF A CONCRETE POST.
 BZ0401
 BZ0401                          STATION RECOVERY (1994)
 BZ0401
 BZ0401'RECOVERY NOTE BY US POWER SQUADRON 1994
 BZ0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0073 ***********************************************************************
 AO0073  DESIGNATION -  PTS 5=S 35
 AO0073  PID         -  AO0073
 AO0073  STATE/COUNTY-  TX/LIVE OAK
 AO0073  USGS QUAD   -  THREE RIVERS (1984)
 AO0073
 AO0073                         *CURRENT SURVEY CONTROL
 AO0073  ___________________________________________________________________
 AO0073* NAD 83(1986)-  28 23 25.     (N)    098 09 09.     (W)     SCALED    
 AO0073* NAVD 88     -        51.608  (meters)     169.32   (feet)  ADJUSTED  
 AO0073  ___________________________________________________________________
 AO0073  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AO0073  DYNAMIC HT  -          51.532 (meters)     169.07  (feet)  COMP
 AO0073  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 AO0073
 AO0073  VERT ORDER  -  SECOND    CLASS 0
 AO0073
 AO0073.The horizontal coordinates were scaled from a topographic map and have
 AO0073.an estimated accuracy of +/- 6 seconds.
 AO0073
 AO0073.The orthometric height was determined by differential leveling
 AO0073.and adjusted by the National Geodetic Survey in June 1991..
 AO0073
 AO0073.The geoid height was determined by GEOID03.
 AO0073
 AO0073.The dynamic height is computed by dividing the NAVD 88
 AO0073.geopotential number by the normal gravity value computed on the
 AO0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0073.degrees latitude (g = 980.6199 gals.).
 AO0073
 AO0073.The modeled gravity was interpolated from observed gravity values.
 AO0073
 AO0073;                    North         East    Units  Estimated Accuracy
 AO0073;SPC TXSC     - 4,062,030.      683,060.      MT  (+/- 180 meters Scaled)
 AO0073
 AO0073                          SUPERSEDED SURVEY CONTROL
 AO0073
 AO0073  NGVD 29 (??/??/92)   51.581  (m)          169.23   (f) ADJ UNCH    2 0
 AO0073
 AO0073.Superseded values are not recommended for survey control.
 AO0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0073.See file dsdata.txt to determine how the superseded data were derived.
 AO0073
 AO0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS830407(NAD 83)
 AO0073_MARKER: DD = SURVEY DISK
 AO0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0073_STAMPING: 169.27 P T STA NO 5 K S 35 1923
 AO0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0073+STABILITY: SURFACE MOTION
 AO0073
 AO0073  HISTORY     - Date     Condition        Report By
 AO0073  HISTORY     - 1923     MONUMENTED       USGS
 AO0073  HISTORY     - 1934     GOOD             NGS
 AO0073
 AO0073                          STATION DESCRIPTION
 AO0073
 AO0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0073'4.7 MI NW FROM GEORGE WEST.
 AO0073'4.7 MILES NORTHWEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD
 AO0073'FROM GEORGE WEST, LIVE OAK COUNTY, AT IKE WEST, ABOUT 100 FEET WEST OF
 AO0073'A ROAD CROSSING, AND 5 FEET NORTH OF THE CORNER FENCE POST.  A UNITED
 AO0073'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 169.27 P T STA NO 5 K
 AO0073'S 35 1923 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4611 ***********************************************************************
 AW4611  DESIGNATION -  PTS 63
 AW4611  PID         -  AW4611
 AW4611  STATE/COUNTY-  TX/HARRIS
 AW4611  USGS QUAD   -  CYPRESS (1995)
 AW4611
 AW4611                         *CURRENT SURVEY CONTROL
 AW4611  ___________________________________________________________________
 AW4611* NAD 83(1986)-  29 55 22.     (N)    095 37 51.     (W)     SCALED    
 AW4611* NAVD 88     -        40.96   (+/-2cm)     134.4    (feet)  VERTCON   
 AW4611  ___________________________________________________________________
 AW4611  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW4611
 AW4611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4611
 AW4611.The horizontal coordinates were scaled from a topographic map and have
 AW4611.an estimated accuracy of +/- 6 seconds.
 AW4611
 AW4611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4611.The vertical order pertains to the NGVD 29 superseded value.
 AW4611
 AW4611.The geoid height was determined by GEOID03.
 AW4611
 AW4611;                    North         East    Units  Estimated Accuracy
 AW4611;SPC TXSC     - 4,236,260.      925,260.      MT  (+/- 180 meters Scaled)
 AW4611
 AW4611                          SUPERSEDED SURVEY CONTROL
 AW4611
 AW4611  NGVD 29 (??/??/92)   40.952  (m)          134.36   (f) ADJ UNCH    2 0
 AW4611
 AW4611.Superseded values are not recommended for survey control.
 AW4611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4611.See file dsdata.txt to determine how the superseded data were derived.
 AW4611
 AW4611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP460131(NAD 83)
 AW4611_MARKER: P = PIPE CAP
 AW4611_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4611_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4611_STAMPING: PRIM TRAV STA NO 63 134 1915
 AW4611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4611
 AW4611  HISTORY     - Date     Condition        Report By
 AW4611  HISTORY     - 1915     MONUMENTED       USGS
 AW4611  HISTORY     - 1954     GOOD             NGS
 AW4611  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4611
 AW4611                          STATION DESCRIPTION
 AW4611
 AW4611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4611'5.1 MI SE FROM CYPRESS.
 AW4611'5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4611'CYPRESS, 55 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 AW4611'SOUTHEAST OF A FENCE CORNER, 2 FEET NORTHEAST OF A FENCE, 2.5 FEET
 AW4611'NORTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH
 AW4611'PROJECTS 1.0 FOOT ABOVE THE GROUND.
 AW4611
 AW4611                          STATION RECOVERY (1973)
 AW4611
 AW4611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0969 ***********************************************************************
 AV0969  DESIGNATION -  PTS 63 M USGS 1931
 AV0969  PID         -  AV0969
 AV0969  STATE/COUNTY-  TX/JEFFERSON
 AV0969  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0969
 AV0969                         *CURRENT SURVEY CONTROL
 AV0969  ___________________________________________________________________
 AV0969* NAD 83(1993)-  29 56 50.06766(N)    093 56 58.90946(W)     ADJUSTED  
 AV0969* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AV0969  ___________________________________________________________________
 AV0969  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0969  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AV0969
 AV0969  HORZ ORDER  -  SECOND
 AV0969
 AV0969.The horizontal coordinates were established by classical geodetic methods
 AV0969.and adjusted by the National Geodetic Survey in February 1996..
 AV0969
 AV0969.The orthometric height was scaled from a topographic map.
 AV0969
 AV0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0969
 AV0969.The geoid height was determined by GEOID03.
 AV0969
 AV0969;                    North         East     Units Scale Factor Converg.
 AV0969;SPC TXSC     - 4,244,805.336 1,087,352.079   MT  0.99992019   +2 28 27.1
 AV0969;SPC TXSC     -13,926,498.84  3,567,420.95   sFT  0.99992019   +2 28 27.1
 AV0969;SPC TX C     - 3,048,782.685 1,315,951.193   MT  1.00004954   +3 17 16.6
 AV0969;SPC TX C     -10,002,547.86  4,317,416.54   sFT  1.00004954   +3 17 16.6
 AV0969;SPC LA S     -   163,301.567   747,463.959   MT  0.99992618   -1 18 29.6
 AV0969;SPC LA S     -   535,765.22  2,452,304.67   sFT  0.99992618   -1 18 29.6
 AV0969;UTM  15      - 3,313,318.438   408,353.383   MT  0.99970362   -0 28 26.8
 AV0969
 AV0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0969!SPC TXSC     -   1.00000398  x   0.99992019  =   0.99992416
 AV0969!SPC TX C     -   1.00000398  x   1.00004954  =   1.00005352
 AV0969!SPC LA S     -   1.00000398  x   0.99992618  =   0.99993015
 AV0969!UTM  15      -   1.00000398  x   0.99970362  =   0.99970759
 AV0969
 AV0969                          SUPERSEDED SURVEY CONTROL
 AV0969
 AV0969  NAD 83(1993)-  29 56 50.06713(N)    093 56 58.90941(W) AD(       ) 2
 AV0969  NAD 83(1986)-  29 56 50.08672(N)    093 56 58.89220(W) AD(       ) 2
 AV0969  NAD 27      -  29 56 49.31528(N)    093 56 58.26968(W) AD(       ) 2
 AV0969
 AV0969.Superseded values are not recommended for survey control.
 AV0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0969.See file dsdata.txt to determine how the superseded data were derived.
 AV0969
 AV0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0835313318(NAD 83)
 AV0969_MARKER: DD = SURVEY DISK
 AV0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0969+STABILITY: SURFACE MOTION
 AV0969
 AV0969  HISTORY     - Date     Condition        Report By
 AV0969  HISTORY     - 1931     MONUMENTED       USGS
 AV0969  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AV0969  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0969  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0969  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AV0969  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 AV0969
 AV0969                          STATION DESCRIPTION
 AV0969
 AV0969'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (FLG)
 AV0969'ABOUT 5 MILES N OF PORT ARTHUR (7.3 MILES BY ROAD FROM BUSINESS
 AV0969'DISTRICT), 3 MILES SE OF NEDERLAND, 26 FEET S OF CENTER LINE
 AV0969'OF HIGHWAY 8, 100 FEET W OF POINT WHERE HIGHWAY CROSSES
 AV0969'SINGLE-TRACK BRANCH OF KANSAS CITY SOUTHERN RAILWAY TO PORT
 AV0969'NECHES, AND 113.886 METERS (373.64 FEET) N 17 DEG 40 MIN W
 AV0969'FROM STATION DOORNBOS.
 AV0969'
 AV0969'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 AV0969'P.T. STA. NO. 63M 1925.  IT IS SET IN THE TOP OF A CONCRETE
 AV0969'POST 5 INCHES SQUARE AND PROJECTS ABOUT 0.7 FOOT ABOVE THE
 AV0969'GROUND.
 AV0969'
 AV0969'NEARBY IS STATION SPUR (U.S.E.) AND 3.75 FEET S OF STATION
 AV0969'IS ANOTHER IRON PIPE SIMILAR TO STATION SPUR (U.S.E.) EXCEPT
 AV0969'THAT IT IS LOOSE IN GROUND.
 AV0969
 AV0969                          STATION RECOVERY (1995)
 AV0969
 AV0969'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0969'MARK NOT FOUND.
 AV0969
 AV0969                          STATION RECOVERY (2000)
 AV0969
 AV0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0969'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0969
 AV0969                          STATION RECOVERY (2001)
 AV0969
 AV0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0969'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0969
 AV0969                          STATION RECOVERY (2002)
 AV0969
 AV0969'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0969'MARK NOT FOUND.
 AV0969
 AV0969                          STATION RECOVERY (2004)
 AV0969
 AV0969'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0967 ***********************************************************************
 AV0967  DESIGNATION -  PTS 63 M USGS RESET 1960
 AV0967  PID         -  AV0967
 AV0967  STATE/COUNTY-  TX/JEFFERSON
 AV0967  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0967
 AV0967                         *CURRENT SURVEY CONTROL
 AV0967  ___________________________________________________________________
 AV0967* NAD 83(1993)-  29 56 46.62451(N)    093 56 58.09918(W)     ADJUSTED  
 AV0967* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AV0967  ___________________________________________________________________
 AV0967  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0967  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AV0967
 AV0967  HORZ ORDER  -  SECOND
 AV0967
 AV0967.The horizontal coordinates were established by classical geodetic methods
 AV0967.and adjusted by the National Geodetic Survey in February 1996..
 AV0967.No horizontal observational check was made to the station.
 AV0967
 AV0967.The orthometric height was scaled from a topographic map.
 AV0967
 AV0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0967
 AV0967.The geoid height was determined by GEOID03.
 AV0967
 AV0967;                    North         East     Units Scale Factor Converg.
 AV0967;SPC TXSC     - 4,244,700.359 1,087,378.362   MT  0.99992001   +2 28 27.5
 AV0967;SPC TXSC     -13,926,154.43  3,567,507.18   sFT  0.99992001   +2 28 27.5
 AV0967;SPC TX C     - 3,048,678.078 1,315,978.968   MT  1.00004984   +3 17 17.0
 AV0967;SPC TX C     -10,002,204.66  4,317,507.66   sFT  1.00004984   +3 17 17.0
 AV0967;SPC LA S     -   163,195.085   747,483.260   MT  0.99992620   -1 18 29.2
 AV0967;SPC LA S     -   535,415.87  2,452,368.00   sFT  0.99992620   -1 18 29.2
 AV0967;UTM  15      - 3,313,212.271   408,374.227   MT  0.99970358   -0 28 26.4
 AV0967
 AV0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0967!SPC TXSC     -   1.00000397  x   0.99992001  =   0.99992398
 AV0967!SPC TX C     -   1.00000397  x   1.00004984  =   1.00005382
 AV0967!SPC LA S     -   1.00000397  x   0.99992620  =   0.99993017
 AV0967!UTM  15      -   1.00000397  x   0.99970358  =   0.99970755
 AV0967
 AV0967                          SUPERSEDED SURVEY CONTROL
 AV0967
 AV0967  NAD 83(1993)-  29 56 46.62398(N)    093 56 58.09913(W) AD(       ) 2
 AV0967  NAD 83(1986)-  29 56 46.64359(N)    093 56 58.08193(W) AD(       ) 2
 AV0967  NAD 27      -  29 56 45.87200(N)    093 56 57.45900(W) AD(       ) 2
 AV0967
 AV0967.Superseded values are not recommended for survey control.
 AV0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0967.See file dsdata.txt to determine how the superseded data were derived.
 AV0967
 AV0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0837413212(NAD 83)
 AV0967_MARKER: DD = SURVEY DISK
 AV0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AV0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0967+STABILITY: SURFACE MOTION
 AV0967
 AV0967  HISTORY     - Date     Condition        Report By
 AV0967  HISTORY     - 1960     MONUMENTED       CGS
 AV0967  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AV0967  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0967  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0967  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AV0967
 AV0967                          STATION DESCRIPTION
 AV0967
 AV0967'DESCRIBED BY US POWER SQUADRON 1995
 AV0967'MARK NOT FOUND.
 AV0967
 AV0967                          STATION RECOVERY (2000)
 AV0967
 AV0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0967'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0967
 AV0967                          STATION RECOVERY (2001)
 AV0967
 AV0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0967'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0967
 AV0967                          STATION RECOVERY (2002)
 AV0967
 AV0967'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4601 ***********************************************************************
 AW4601  DESIGNATION -  PTS 65
 AW4601  PID         -  AW4601
 AW4601  STATE/COUNTY-  TX/HARRIS
 AW4601  USGS QUAD   -  SATSUMA (1982)
 AW4601
 AW4601                         *CURRENT SURVEY CONTROL
 AW4601  ___________________________________________________________________
 AW4601* NAD 83(1986)-  29 52 33.     (N)    095 33 42.     (W)     SCALED    
 AW4601* NAVD 88     -        34.02   (+/-2cm)     111.6    (feet)  VERTCON   
 AW4601  ___________________________________________________________________
 AW4601  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW4601
 AW4601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4601
 AW4601.The horizontal coordinates were scaled from a topographic map and have
 AW4601.an estimated accuracy of +/- 6 seconds.
 AW4601
 AW4601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4601.The vertical order pertains to the NGVD 29 superseded value.
 AW4601
 AW4601.The geoid height was determined by GEOID03.
 AW4601
 AW4601;                    North         East    Units  Estimated Accuracy
 AW4601;SPC TXSC     - 4,231,250.      932,090.      MT  (+/- 180 meters Scaled)
 AW4601
 AW4601                          SUPERSEDED SURVEY CONTROL
 AW4601
 AW4601  NGVD 29 (??/??/92)   34.013  (m)          111.59   (f) ADJ UNCH    2 0
 AW4601
 AW4601.Superseded values are not recommended for survey control.
 AW4601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4601.See file dsdata.txt to determine how the superseded data were derived.
 AW4601
 AW4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP525077(NAD 83)
 AW4601_MARKER: P = PIPE CAP
 AW4601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4601_STAMPING: PRIM TRAV STA NO 65 112
 AW4601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4601+STABILITY: SURFACE MOTION
 AW4601
 AW4601  HISTORY     - Date     Condition        Report By
 AW4601  HISTORY     - UNK      MONUMENTED       USGS
 AW4601  HISTORY     - 1954     GOOD             NGS
 AW4601  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4601
 AW4601                          STATION DESCRIPTION
 AW4601
 AW4601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4601'3.0 MI NW FROM FAIRBANKS.
 AW4601'3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4601'FAIRBANKS, 56 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 45
 AW4601'FEET WEST OF THE WEST CORNER OF A HOUSE, 2 FEET SOUTH OF A FENCE
 AW4601'CORNER, 2.5 FEET SOUTH OF A WITNESS POST, IN THE WEST CORNER OF A
 AW4601'YARD, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE
 AW4601'THE GROUND.
 AW4601
 AW4601                          STATION RECOVERY (1973)
 AW4601
 AW4601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0219 ***********************************************************************
 DM0219  DESIGNATION -  PTS 65
 DM0219  PID         -  DM0219
 DM0219  STATE/COUNTY-  TX/CASS
 DM0219  USGS QUAD   -  ATLANTA NORTH (1969)
 DM0219
 DM0219                         *CURRENT SURVEY CONTROL
 DM0219  ___________________________________________________________________
 DM0219* NAD 83(1986)-  33 08 42.     (N)    094 09 11.     (W)     SCALED    
 DM0219* NAVD 88     -       101.790  (meters)     333.96   (feet)  ADJUSTED  
 DM0219  ___________________________________________________________________
 DM0219  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DM0219  DYNAMIC HT  -         101.679 (meters)     333.59  (feet)  COMP
 DM0219  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 DM0219
 DM0219  VERT ORDER  -  SECOND    CLASS 0
 DM0219
 DM0219.The horizontal coordinates were scaled from a topographic map and have
 DM0219.an estimated accuracy of +/- 6 seconds.
 DM0219
 DM0219.The orthometric height was determined by differential leveling
 DM0219.and adjusted by the National Geodetic Survey in June 1991..
 DM0219
 DM0219.The geoid height was determined by GEOID03.
 DM0219
 DM0219.The dynamic height is computed by dividing the NAVD 88
 DM0219.geopotential number by the normal gravity value computed on the
 DM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0219.degrees latitude (g = 980.6199 gals.).
 DM0219
 DM0219.The modeled gravity was interpolated from observed gravity values.
 DM0219
 DM0219;                    North         East    Units  Estimated Accuracy
 DM0219;SPC TXNC     - 2,172,320.    1,005,400.      MT  (+/- 180 meters Scaled)
 DM0219
 DM0219                          SUPERSEDED SURVEY CONTROL
 DM0219
 DM0219  NGVD 29 (??/??/92)  101.821  (m)          334.06   (f) ADJ UNCH    2 0
 DM0219
 DM0219.Superseded values are not recommended for survey control.
 DM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0219.See file dsdata.txt to determine how the superseded data were derived.
 DM0219
 DM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS924679(NAD 83)
 DM0219_MARKER: P = PIPE CAP
 DM0219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0219_STAMPING: 334.058 STA 65 ADJ 1903
 DM0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0219
 DM0219  HISTORY     - Date     Condition        Report By
 DM0219  HISTORY     - 1903     MONUMENTED       USGS
 DM0219  HISTORY     - 1934     GOOD             NGS
 DM0219
 DM0219                          STATION DESCRIPTION
 DM0219
 DM0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0219'2.1 MI N FROM ATLANTA.
 DM0219'ABOUT 2.1 MILES NORTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 DM0219'ATLANTA, CASS COUNTY, ABOUT 0.4 MILE SOUTH OF THE STATION AT QUEEN
 DM0219'CITY, OPPOSITE THE TWENTIETH POLE SOUTH OF MILEPOST 21, ABOUT 100 FEET
 DM0219'NORTH OF A WATER TANK, AT A ROAD CROSSING, ABOUT 40 FEET EAST OF THE
 DM0219'CENTER LINE OF THE TRACK, ABOUT 30 FEET SOUTH OF THE CENTER LINE OF
 DM0219'THE ROAD, AND AT THE SOUTHEAST FENCE CORNER.  A UNITED STATES
 DM0219'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 334.058 STA 65 ADJ 1903 AND
 DM0219'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6712 ***********************************************************************
 AW6712  DESIGNATION -  PTS 68 USGS 1942
 AW6712  PID         -  AW6712
 AW6712  STATE/COUNTY-  TX/HARRIS
 AW6712  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6712
 AW6712                         *CURRENT SURVEY CONTROL
 AW6712  ___________________________________________________________________
 AW6712* NAD 83(1993)-  29 48 02.58712(N)    095 27 31.63752(W)     ADJUSTED  
 AW6712* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AW6712  ___________________________________________________________________
 AW6712  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6712  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW6712
 AW6712  HORZ ORDER  -  SECOND
 AW6712
 AW6712.The horizontal coordinates were established by classical geodetic methods
 AW6712.and adjusted by the National Geodetic Survey in February 1996..
 AW6712
 AW6712.The orthometric height was scaled from a topographic map.
 AW6712
 AW6712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6712
 AW6712.The geoid height was determined by GEOID03.
 AW6712
 AW6712;                    North         East     Units Scale Factor Converg.
 AW6712;SPC TXSC     - 4,223,222.756   942,271.106   MT  0.99989618   +1 44 05.6
 AW6712;SPC TXSC     -13,855,689.99  3,091,434.45   sFT  0.99989618   +1 44 05.6
 AW6712;UTM  15      - 3,299,238.976   262,346.011   MT  1.00029691   -1 13 21.2
 AW6712
 AW6712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6712!SPC TXSC     -   1.00000071  x   0.99989618  =   0.99989689
 AW6712!UTM  15      -   1.00000071  x   1.00029691  =   1.00029762
 AW6712
 AW6712                          SUPERSEDED SURVEY CONTROL
 AW6712
 AW6712  NAD 83(1986)-  29 48 02.60154(N)    095 27 31.61884(W) AD(       ) 2
 AW6712  NAD 27      -  29 48 01.78348(N)    095 27 30.83339(W) AD(       ) 2
 AW6712
 AW6712.Superseded values are not recommended for survey control.
 AW6712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6712.See file dsdata.txt to determine how the superseded data were derived.
 AW6712
 AW6712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6234699239(NAD 83)
 AW6712_MARKER: P = PIPE CAP
 AW6712_SETTING: 0 = UNSPECIFIED SETTING
 AW6712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6712
 AW6712  HISTORY     - Date     Condition        Report By
 AW6712  HISTORY     - 1942     MONUMENTED       USGS
 AW6712
 AW6712                          STATION DESCRIPTION
 AW6712
 AW6712'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (FBQ)
 AW6712'STATION IS ABOUT 5 MILES NW OF THE HOUSTON POST OFFICE,
 AW6712'IN THE NW ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 290 AND
 AW6712'WHITE OAK ROAD.  IT IS 53 FEET NE OF THE CENTER LINE OF THE
 AW6712'HIGHWAY, 24 FEET W OF THE CENTER LINE OF WHITE OAK ROAD,
 AW6712'3 FEET N OF A POWER POLE AND 3 FEET N OF A LARGE CONCRETE
 AW6712'ROAD MARKER.  IT IS A U.S.G.S. AND HARRIS COUNTY BRASS CAP
 AW6712'SET ON A 4-INCH CAST-IRON PIPE WHICH PROJECTS ABOUT 12 INCHES.
 AW6712'IT IS STAMPED PRIM TRAV STA NO 68 1915 AND ALSO WITH AN
 AW6712'ELEVATION OF 68 FEET.
 AW6712'
 AW6712'IT WAS LOCATED BY TRAVERSE FROM STATION LACKNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0070 ***********************************************************************
 AO0070  DESIGNATION -  PTS 6=S 34
 AO0070  PID         -  AO0070
 AO0070  STATE/COUNTY-  TX/LIVE OAK
 AO0070  USGS QUAD   -  OAKVILLE SW (1963)
 AO0070
 AO0070                         *CURRENT SURVEY CONTROL
 AO0070  ___________________________________________________________________
 AO0070* NAD 83(1986)-  28 21 46.     (N)    098 07 48.     (W)     SCALED    
 AO0070* NAVD 88     -        41.921  (meters)     137.54   (feet)  ADJUSTED  
 AO0070  ___________________________________________________________________
 AO0070  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AO0070  DYNAMIC HT  -          41.859 (meters)     137.33  (feet)  COMP
 AO0070  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 AO0070
 AO0070  VERT ORDER  -  SECOND    CLASS 0
 AO0070
 AO0070.The horizontal coordinates were scaled from a topographic map and have
 AO0070.an estimated accuracy of +/- 6 seconds.
 AO0070
 AO0070.The orthometric height was determined by differential leveling
 AO0070.and adjusted by the National Geodetic Survey in June 1991..
 AO0070
 AO0070.The geoid height was determined by GEOID03.
 AO0070
 AO0070.The dynamic height is computed by dividing the NAVD 88
 AO0070.geopotential number by the normal gravity value computed on the
 AO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0070.degrees latitude (g = 980.6199 gals.).
 AO0070
 AO0070.The modeled gravity was interpolated from observed gravity values.
 AO0070
 AO0070;                    North         East    Units  Estimated Accuracy
 AO0070;SPC TXSC     - 4,059,000.      685,290.      MT  (+/- 180 meters Scaled)
 AO0070
 AO0070                          SUPERSEDED SURVEY CONTROL
 AO0070
 AO0070  NGVD 29 (??/??/92)   41.900  (m)          137.47   (f) ADJ UNCH    2 0
 AO0070
 AO0070.Superseded values are not recommended for survey control.
 AO0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0070.See file dsdata.txt to determine how the superseded data were derived.
 AO0070
 AO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS852376(NAD 83)
 AO0070_MARKER: DD = SURVEY DISK
 AO0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0070_STAMPING: 137.51 P T STA NO 6 K S 34 1923
 AO0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0070+STABILITY: SURFACE MOTION
 AO0070
 AO0070  HISTORY     - Date     Condition        Report By
 AO0070  HISTORY     - 1923     MONUMENTED       USGS
 AO0070  HISTORY     - 1934     GOOD             NGS
 AO0070
 AO0070                          STATION DESCRIPTION
 AO0070
 AO0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0070'2.2 MI NW FROM GEORGE WEST.
 AO0070'2.2 MILES NORTHWEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD
 AO0070'FROM GEORGE WEST, LIVE OAK COUNTY, 270 FEET NORTHWEST OF MILEPOST 86,
 AO0070'IN THE ROAD, 14 FEET NORTH OF A FENCE LINE, 5 FEET WEST OF A FENCE
 AO0070'ACROSS THE ROAD, AND 50 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 AO0070'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 137.51 P T STA
 AO0070'NO 6 K S 34 1923 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0352 ***********************************************************************
 CR0352  DESIGNATION -  PTS 7
 CR0352  PID         -  CR0352
 CR0352  STATE/COUNTY-  TX/WOOD
 CR0352  USGS QUAD   -  MINEOLA (1981)
 CR0352
 CR0352                         *CURRENT SURVEY CONTROL
 CR0352  ___________________________________________________________________
 CR0352* NAD 83(1986)-  32 39 02.     (N)    095 26 22.     (W)     SCALED    
 CR0352* NAVD 88     -       135.540  (meters)     444.68   (feet)  ADJUSTED  
 CR0352  ___________________________________________________________________
 CR0352  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0352  DYNAMIC HT  -         135.386 (meters)     444.18  (feet)  COMP
 CR0352  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 CR0352
 CR0352  VERT ORDER  -  SECOND    CLASS 0
 CR0352
 CR0352.The horizontal coordinates were scaled from a topographic map and have
 CR0352.an estimated accuracy of +/- 6 seconds.
 CR0352
 CR0352.The orthometric height was determined by differential leveling
 CR0352.and adjusted by the National Geodetic Survey in June 1991..
 CR0352
 CR0352.The geoid height was determined by GEOID03.
 CR0352
 CR0352.The dynamic height is computed by dividing the NAVD 88
 CR0352.geopotential number by the normal gravity value computed on the
 CR0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0352.degrees latitude (g = 980.6199 gals.).
 CR0352
 CR0352.The modeled gravity was interpolated from observed gravity values.
 CR0352
 CR0352;                    North         East    Units  Estimated Accuracy
 CR0352;SPC TXNC     - 2,113,290.      887,070.      MT  (+/- 180 meters Scaled)
 CR0352
 CR0352                          SUPERSEDED SURVEY CONTROL
 CR0352
 CR0352  NGVD 29 (??/??/92)  135.563  (m)          444.76   (f) ADJ UNCH    2 0
 CR0352
 CR0352.Superseded values are not recommended for survey control.
 CR0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0352.See file dsdata.txt to determine how the superseded data were derived.
 CR0352
 CR0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS711151(NAD 83)
 CR0352_MARKER: P = PIPE CAP
 CR0352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0352_STAMPING: PRIM TRAV STA NO 7 1915
 CR0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0352
 CR0352  HISTORY     - Date     Condition        Report By
 CR0352  HISTORY     - 1915     MONUMENTED       USGS
 CR0352  HISTORY     - 1948     GOOD             NGS
 CR0352  HISTORY     - 19950810 GOOD             USPSQD
 CR0352
 CR0352                          STATION DESCRIPTION
 CR0352
 CR0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0352'2.8 MI E FROM MINEOLA.
 CR0352'2.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CR0352'MINEOLA, AT A ROAD CROSSING, 314.0 FEET WEST OF THE CENTER LINE OF THE
 CR0352'ROAD, 48.3 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 13.3 FEET
 CR0352'SOUTHEAST OF THE THIRD POLE WEST OF MILEPOST 133, 2.2 FEET NORTH OF A
 CR0352'FENCE, AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.9
 CR0352'FOOT ABOVE THE GROUND.
 CR0352
 CR0352                          STATION RECOVERY (1995)
 CR0352
 CR0352'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4058 ***********************************************************************
 AW4058  DESIGNATION -  PTS 7 M
 AW4058  PID         -  AW4058
 AW4058  STATE/COUNTY-  TX/BRAZORIA
 AW4058  USGS QUAD   -  ROSHARON (1974)
 AW4058
 AW4058                         *CURRENT SURVEY CONTROL
 AW4058  ___________________________________________________________________
 AW4058* NAD 83(1993)-  29 15 01.75265(N)    095 27 37.50448(W)     ADJUSTED  
 AW4058* NAVD 88     -        13.01   (+/-2cm)      42.7    (feet)  VERTCON   
 AW4058  ___________________________________________________________________
 AW4058  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW4058  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW4058
 AW4058  HORZ ORDER  -  SECOND
 AW4058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4058
 AW4058.The horizontal coordinates were established by classical geodetic methods
 AW4058.and adjusted by the National Geodetic Survey in February 1996..
 AW4058
 AW4058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4058.The vertical order pertains to the NGVD 29 superseded value.
 AW4058
 AW4058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4058
 AW4058.The geoid height was determined by GEOID03.
 AW4058
 AW4058;                    North         East     Units Scale Factor Converg.
 AW4058;SPC TXSC     - 4,162,263.523   943,959.018   MT  0.99986432   +1 44 02.7
 AW4058;SPC TXSC     -13,655,692.91  3,096,972.21   sFT  0.99986432   +1 44 02.7
 AW4058;UTM  15      - 3,238,247.451   260,896.836   MT  1.00030551   -1 12 10.1
 AW4058
 AW4058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4058!SPC TXSC     -   1.00000218  x   0.99986432  =   0.99986650
 AW4058!UTM  15      -   1.00000218  x   1.00030551  =   1.00030769
 AW4058
 AW4058:                Primary Azimuth Mark                     Grid Az
 AW4058:SPC TXSC     -  ANGLETON MUNICIPAL TANK                  163 19 44.8
 AW4058:UTM  15      -  ANGLETON MUNICIPAL TANK                  166 15 57.6
 AW4058
 AW4058|---------------------------------------------------------------------|
 AW4058| PID    Reference Object                     Distance      Geod. Az  |
 AW4058|                                                           dddmmss.s |
 AW4058| AW6836 ANGLETON MUNICIPAL TANK             APPROX. 9.8 KM 1650347.5 |
 AW4058| AW4059 T 692                                              1952210.3 |
 AW4058| CV6692 PTS 7 M RM 1                         23.717 METERS 20912     |
 AW4058| AW6871 WEST COLUMBIA MUNICIPAL TANK        APPROX.21.5 KM 2362858.2 |
 AW4058| CV6693 PTS 7 M RM 2                         28.063 METERS 28608     |
 AW4058| AW6845 OTEY RAMSEY ST PRISON S TANK        APPROX. 8.8 KM 2973210.8 |
 AW4058| AW6846 OTEY RAMSEY STATE PRISON N TK       APPROX.10.1 KM 3115639.3 |
 AW4058|---------------------------------------------------------------------|
 AW4058
 AW4058                          SUPERSEDED SURVEY CONTROL
 AW4058
 AW4058  NAD 83(1986)-  29 15 01.76584(N)    095 27 37.48652(W) AD(       ) 2
 AW4058  NAD 27      -  29 15 00.89600(N)    095 27 36.70000(W) AD(       ) 2
 AW4058  NGVD 29 (??/??/92)   13.016  (m)           42.70   (f) ADJ UNCH    2 0
 AW4058
 AW4058.Superseded values are not recommended for survey control.
 AW4058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4058.See file dsdata.txt to determine how the superseded data were derived.
 AW4058
 AW4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6089738247(NAD 83)
 AW4058_MARKER: DD = SURVEY DISK
 AW4058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4058_STAMPING: P T STA. NO.7 M
 AW4058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4058+STABILITY: SURFACE MOTION
 AW4058
 AW4058  HISTORY     - Date     Condition        Report By
 AW4058  HISTORY     - 1952     MONUMENTED       USGS
 AW4058  HISTORY     - 1942     GOOD             NGS
 AW4058  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4058
 AW4058                          STATION DESCRIPTION
 AW4058
 AW4058'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RLE)
 AW4058'THE STATION IS ABOUT 6-1/2 MILES NORTH-NORTHWEST OF ANGLETON,
 AW4058'7 MILES WEST-NORTHWEST OF DANBURY AND JUST NORTH OF THE
 AW4058'MISSOURI PACIFIC RAILROAD SIDING OF CHENANGO BETWEEN AN OLD
 AW4058'MACADAM ROAD AND THE RAILROAD TRACKS.  IT IS A STANDARD U.S.G.S.
 AW4058'DISK SET IN THE TOP OF A 6 INCH CIRCULAR CONCRETE POST PROJECTING
 AW4058'3 INCHES.  IT IS ABOUT 100 YARDS NORTH OF THE CHENANGO RAILROAD
 AW4058'SIGN, 46.5 FEET EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC
 AW4058'RAILROAD TRACKS, 36.0 FEET WEST OF THE CENTER OF A MACADAM
 AW4058'ROAD, 31.0 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 2.5
 AW4058'FEET NORTH OF A WITNESS POST.  THE DISK IS STAMPED P.T. STA.
 AW4058'NO. 7 MO. 1925.
 AW4058'
 AW4058'REFERENCE MARK NO. 1 IS 54.0 FEET WEST OF THE CENTER OF A
 AW4058'MACADAM ROAD, 43.0 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 AW4058'28.0 FEET EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC
 AW4058'RAILROAD TRACKS AND 1.0 FOOT NORTH OF A TELEPHONE POLE.  IT
 AW4058'PROJECTS 3 INCHES AND THE DISK IS STAMPED PT 7M (USGS) NO 1
 AW4058'1952.
 AW4058'
 AW4058'REFERENCE MARK NO. 2 IS 41.0 FEET WEST OF THE WEST RAIL OF
 AW4058'THE MISSOURI PACIFIC RAILROAD TRACKS, 37.0 FEET NORTH OF THE
 AW4058'CENTER OF A BOARD GATE AND DRIVEWAY AND 1.0 FOOT EAST OF A
 AW4058'FENCE.  IT PROJECTS 3 INCHES AND THE DISK IS STAMPED PT 7M
 AW4058'(USGS) NO 2 1952.
 AW4058'
 AW4058'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW4058'NO. 2 IS 106.2 FEET.
 AW4058'
 AW4058'BENCH MARK T 692 (AZIMUTH MARK) IS 72.0 FEET EAST OF THE CENTER
 AW4058'OF MISSOURI PACIFIC RAILROAD TRESTLE NO. 375, 46.0 FEET SOUTHEAST
 AW4058'OF A TELEPHONE POLE, 12.0 FEET WEST OF THE CENTER OF A MACADAM
 AW4058'ROAD, 0.5 FOOT WEST OF A WITNESS POST AND IN THE CENTER OF
 AW4058'THE WEST HEADWALL OF A SMALL CONCRETE BRIDGE.  IT IS A STANDARD
 AW4058'U.S.C. AND G.S. BENCH MARK DISK SET IN A DRILL HOLE IN THE
 AW4058'HEADWALL OF THE BRIDGE AND THE DISK IS STAMPED T 692 1942.
 AW4058'
 AW4058'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE BRAZORIA
 AW4058'COUNTY COURTHOUSE GROUNDS IN ANGLETON, GO NORTH ON STATE
 AW4058'ROUTE NO. 288 FOR 5.5 MILES TO A CROSSROAD, TURN LEFT AND GO
 AW4058'WEST ON A GRAVELED ROAD FOR 0.9 MILE TO A MACADAM T ROAD NORTH
 AW4058'AND SOUTH, TURN RIGHT AND GO NORTH ON THE MACADAM ROAD FOR 0.15
 AW4058'MILE TO THE CHENANGO RAILROAD SIDING AND THE STATION ON THE
 AW4058'LEFT AS DESCRIBED.
 AW4058'
 AW4058'TO REACH THE BENCH MARK T 692 (AZIMUTH MARK) FROM THE STATION,
 AW4058'GO SOUTH ON THE MACADAM ROAD FOR 0.65 MILE TO A SMALL CONCRETE
 AW4058'BRIDGE JUST EAST OF A RAILROAD TRESTLE AND THE MARK AS DESCRIBED.
 AW4058'
 AW4058'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW4058
 AW4058                          STATION RECOVERY (1942)
 AW4058
 AW4058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AW4058'7.2 MI S FROM ROSHARON.
 AW4058'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 7.2 MILES SOUTH
 AW4058'ALONG THE MISSOURI PACIFIC RAILROAD TO THE RAILROAD STATION AT
 AW4058'CHENANGO AND SITE OF BENCH MARK.  BENCH MARK IS 240.0 FEET NORTH OF
 AW4058'THE STATION OF CHENANGO.  IT IS 42.3 FEET EAST OF AND ABOUT THE SAME
 AW4058'ELEVATION AS CENTERLINE OF TRACK, 30.0 FEET WEST OF AND ABOUT 0.5 FOOT
 AW4058'BELOW THE CENTERLINE OF STATE HIGHWAY NO. 19, 29.2 FEET NORTH OF A
 AW4058'PRIVATE DIRT ROAD CROSSING.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH
 AW4058'WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT, AND SET IN A CONCRETE
 AW4058'POST.
 AW4058
 AW4058                          STATION RECOVERY (2004)
 AW4058
 AW4058'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4058'GO TO N29 15 01.7 W095 27 37.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0555 ***********************************************************************
 BL0555  DESIGNATION -  PTS 7 M
 BL0555  PID         -  BL0555
 BL0555  STATE/COUNTY-  TX/POLK
 BL0555  USGS QUAD   -  GOODRICH (1984)
 BL0555
 BL0555                         *CURRENT SURVEY CONTROL
 BL0555  ___________________________________________________________________
 BL0555* NAD 83(1986)-  30 34 20.     (N)    094 56 58.     (W)     SCALED    
 BL0555* NAVD 88     -        30.23   (+/-2cm)      99.2    (feet)  VERTCON   
 BL0555  ___________________________________________________________________
 BL0555  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0555
 BL0555  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0555
 BL0555.The horizontal coordinates were scaled from a topographic map and have
 BL0555.an estimated accuracy of +/- 6 seconds.
 BL0555
 BL0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0555.The vertical order pertains to the NGVD 29 superseded value.
 BL0555
 BL0555.The geoid height was determined by GEOID03.
 BL0555
 BL0555;                    North         East    Units  Estimated Accuracy
 BL0555;SPC TX C     - 3,112,880.    1,216,220.      MT  (+/- 180 meters Scaled)
 BL0555
 BL0555                          SUPERSEDED SURVEY CONTROL
 BL0555
 BL0555  NGVD 29 (??/??/92)   30.240  (m)           99.21   (f) ADJ UNCH    2 0
 BL0555
 BL0555.Superseded values are not recommended for survey control.
 BL0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0555.See file dsdata.txt to determine how the superseded data were derived.
 BL0555
 BL0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP130838(NAD 83)
 BL0555_MARKER: DD = SURVEY DISK
 BL0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0555_SP_SET: ABUTMENT
 BL0555_STAMPING: 99.327 PRIM TRAV STA 7 M 1926
 BL0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0555
 BL0555  HISTORY     - Date     Condition        Report By
 BL0555  HISTORY     - 1926     MONUMENTED       USGS
 BL0555  HISTORY     - 1935     GOOD             NGS
 BL0555  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0555  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0555  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 BL0555
 BL0555                          STATION DESCRIPTION
 BL0555
 BL0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0555'5.7 MI N FROM SHEPHERD.
 BL0555'IN POLK COUNTY, 5.7 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BL0555'RAILROAD FROM SHEPHERD, SAN JACINTO COUNTY, AT A HIGHWAY BRIDGE OVER
 BL0555'TRINITY RIVER, AND IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 BL0555'CONCRETE ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 BL0555'STAMPED 99.327 PRIM TRAV STA 7 M 1926.  ALSO 2.5 MILES SOUTH OF
 BL0555'GOODRICH.
 BL0555
 BL0555                          STATION RECOVERY (1990)
 BL0555
 BL0555'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL0555'MARK NOT FOUND.
 BL0555
 BL0555                          STATION RECOVERY (1997)
 BL0555
 BL0555'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0555'MARK NOT FOUND.
 BL0555
 BL0555                          STATION RECOVERY (2005)
 BL0555
 BL0555'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0555'NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0279 ***********************************************************************
 BM0279  DESIGNATION -  PTS 75 A
 BM0279  PID         -  BM0279
 BM0279  STATE/COUNTY-  TX/ROBERTSON
 BM0279  USGS QUAD   -  GAUSE (1989)
 BM0279
 BM0279                         *CURRENT SURVEY CONTROL
 BM0279  ___________________________________________________________________
 BM0279* NAD 83(1986)-  30 50 30.     (N)    096 38 17.     (W)     SCALED    
 BM0279* NAVD 88     -        84.55   (+/-2cm)     277.4    (feet)  VERTCON   
 BM0279  ___________________________________________________________________
 BM0279  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0279
 BM0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0279
 BM0279.The horizontal coordinates were scaled from a topographic map and have
 BM0279.an estimated accuracy of +/- 6 seconds.
 BM0279
 BM0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0279.The vertical order pertains to the NGVD 29 superseded value.
 BM0279
 BM0279.The geoid height was determined by GEOID03.
 BM0279
 BM0279;                    North         East    Units  Estimated Accuracy
 BM0279;SPC TX C     - 3,136,130.    1,053,390.      MT  (+/- 180 meters Scaled)
 BM0279
 BM0279                          SUPERSEDED SURVEY CONTROL
 BM0279
 BM0279  NGVD 29 (??/??/92)   84.514  (m)          277.28   (f) ADJ UNCH    2 0
 BM0279
 BM0279.Superseded values are not recommended for survey control.
 BM0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0279.See file dsdata.txt to determine how the superseded data were derived.
 BM0279
 BM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV258144(NAD 83)
 BM0279_MARKER: P = PIPE CAP
 BM0279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0279_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0279_STAMPING: 277.322 PRIM TRAV STA 75 A 274 1910
 BM0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0279
 BM0279  HISTORY     - Date     Condition        Report By
 BM0279  HISTORY     - 1910     MONUMENTED       USGS
 BM0279  HISTORY     - 1933     GOOD             NGS
 BM0279  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0279
 BM0279                          STATION DESCRIPTION
 BM0279
 BM0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0279'IN VALLEY JUNCTION.
 BM0279'AT VALLEY JUNCTION, ROBERTSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD
 BM0279'(FORMERLY THE INTERNATIONAL-GREAT NORTHERN RAILROAD), 17 YARDS FROM
 BM0279'THE CENTER OF THE CROSSING OF TWO LINES OF THE RAILROAD, AND IN LINE
 BM0279'WITH THE CROSSING AND A WATER TANK.  A UNITED STATES GEOLOGICAL SURVEY
 BM0279'STANDARD CAP, STAMPED 277.322 PRIM TRAV STA 75 A 274 1910 AND RIVETED
 BM0279'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 BM0279
 BM0279                          STATION RECOVERY (1994)
 BM0279
 BM0279'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0278 ***********************************************************************
 BM0278  DESIGNATION -  PTS 77 A
 BM0278  PID         -  BM0278
 BM0278  STATE/COUNTY-  TX/MILAM
 BM0278  USGS QUAD   -  GAUSE (1989)
 BM0278
 BM0278                         *CURRENT SURVEY CONTROL
 BM0278  ___________________________________________________________________
 BM0278* NAD 83(1986)-  30 49 45.     (N)    096 39 39.     (W)     SCALED    
 BM0278* NAVD 88     -        86.92   (+/-2cm)     285.2    (feet)  VERTCON   
 BM0278  ___________________________________________________________________
 BM0278  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0278
 BM0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0278
 BM0278.The horizontal coordinates were scaled from a topographic map and have
 BM0278.an estimated accuracy of +/- 6 seconds.
 BM0278
 BM0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0278.The vertical order pertains to the NGVD 29 superseded value.
 BM0278
 BM0278.The geoid height was determined by GEOID03.
 BM0278
 BM0278;                    North         East    Units  Estimated Accuracy
 BM0278;SPC TX C     - 3,134,670.    1,051,260.      MT  (+/- 180 meters Scaled)
 BM0278
 BM0278                          SUPERSEDED SURVEY CONTROL
 BM0278
 BM0278  NGVD 29 (??/??/92)   86.886  (m)          285.06   (f) ADJ UNCH    2 0
 BM0278
 BM0278.Superseded values are not recommended for survey control.
 BM0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0278.See file dsdata.txt to determine how the superseded data were derived.
 BM0278
 BM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV237130(NAD 83)
 BM0278_MARKER: DD = SURVEY DISK
 BM0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0278_SP_SET: ABUTMENT
 BM0278_STAMPING: 285.111 PRIM TRAV STA 77 A 288 1910
 BM0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0278
 BM0278  HISTORY     - Date     Condition        Report By
 BM0278  HISTORY     - 1910     MONUMENTED       USGS
 BM0278  HISTORY     - 1933     GOOD             NGS
 BM0278
 BM0278                          STATION DESCRIPTION
 BM0278
 BM0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0278'4.7 MI NE FROM GAUSE.
 BM0278'4.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0278'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT GAUSE,
 BM0278'MILAM COUNTY, AT THE BRIDGE OVER GRAZOS RIVER, AND IN THE TOP OF THE
 BM0278'SOUTHWEST CONCRETE ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY
 BM0278'STANDARD DISK, STAMPED 285.111 PRIM TRAV STA 77 A 288.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1616 ***********************************************************************
 BL1616  DESIGNATION -  PTS 78
 BL1616  PID         -  BL1616
 BL1616  STATE/COUNTY-  TX/HARRIS
 BL1616  USGS QUAD   -  HOCKLEY (1980)
 BL1616
 BL1616                         *CURRENT SURVEY CONTROL
 BL1616  ___________________________________________________________________
 BL1616* NAD 83(1986)-  30 01 38.     (N)    095 50 49.     (W)     SCALED    
 BL1616* NAVD 88     -        67.43   (+/-2cm)     221.2    (feet)  VERTCON   
 BL1616  ___________________________________________________________________
 BL1616  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1616
 BL1616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1616
 BL1616.The horizontal coordinates were scaled from a topographic map and have
 BL1616.an estimated accuracy of +/- 6 seconds.
 BL1616
 BL1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1616.The vertical order pertains to the NGVD 29 superseded value.
 BL1616
 BL1616.The geoid height was determined by GEOID03.
 BL1616
 BL1616;                    North         East    Units  Estimated Accuracy
 BL1616;SPC TXSC     - 4,247,250.      904,090.      MT  (+/- 180 meters Scaled)
 BL1616
 BL1616                          SUPERSEDED SURVEY CONTROL
 BL1616
 BL1616  NGVD 29 (??/??/92)   67.421  (m)          221.20   (f) ADJ UNCH    2 0
 BL1616
 BL1616.Superseded values are not recommended for survey control.
 BL1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1616.See file dsdata.txt to determine how the superseded data were derived.
 BL1616
 BL1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP254252(NAD 83)
 BL1616_MARKER: P = PIPE CAP
 BL1616_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1616_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BL1616_STAMPING: PRIM TRAV STA NO 78 221 1915
 BL1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1616
 BL1616  HISTORY     - Date     Condition        Report By
 BL1616  HISTORY     - 1915     MONUMENTED       USGS
 BL1616  HISTORY     - 1954     GOOD             NGS
 BL1616  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1616  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1616
 BL1616                          STATION DESCRIPTION
 BL1616
 BL1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1616'IN HOCKLEY.
 BL1616'AT HOCKLEY, 0.1 MILE WEST OF THE TEXAS AND NEW ORLEANS RAILROAD
 BL1616'STATION, 400 FEET WEST OF THE CROSSING OF HEGAR ROAD, 97 FEET SOUTH OF
 BL1616'THE SOUTH RAIL OF THE MAIN TRACK, 36 FEET SOUTH OF THE CENTER LINE OF
 BL1616'A ROAD, 1 FOOT SOUTH OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST,
 BL1616'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 BL1616'GROUND.
 BL1616
 BL1616                          STATION RECOVERY (1973)
 BL1616
 BL1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1616'MARK NOT FOUND.
 BL1616
 BL1616                          STATION RECOVERY (1994)
 BL1616
 BL1616'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0068 ***********************************************************************
 AO0068  DESIGNATION -  PTS 7=S 33
 AO0068  PID         -  AO0068
 AO0068  STATE/COUNTY-  TX/LIVE OAK
 AO0068  USGS QUAD   -  GEORGE WEST (1984)
 AO0068
 AO0068                         *CURRENT SURVEY CONTROL
 AO0068  ___________________________________________________________________
 AO0068* NAD 83(1986)-  28 20 03.     (N)    098 06 51.     (W)     SCALED    
 AO0068* NAVD 88     -        47.227  (meters)     154.94   (feet)  ADJUSTED  
 AO0068  ___________________________________________________________________
 AO0068  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AO0068  DYNAMIC HT  -          47.156 (meters)     154.71  (feet)  COMP
 AO0068  MODELED GRAV-     979,157.7   (mgal)                       NAVD 88
 AO0068
 AO0068  VERT ORDER  -  SECOND    CLASS 0
 AO0068
 AO0068.The horizontal coordinates were scaled from a topographic map and have
 AO0068.an estimated accuracy of +/- 6 seconds.
 AO0068
 AO0068.The orthometric height was determined by differential leveling
 AO0068.and adjusted by the National Geodetic Survey in June 1991..
 AO0068
 AO0068.The geoid height was determined by GEOID03.
 AO0068
 AO0068.The dynamic height is computed by dividing the NAVD 88
 AO0068.geopotential number by the normal gravity value computed on the
 AO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0068.degrees latitude (g = 980.6199 gals.).
 AO0068
 AO0068.The modeled gravity was interpolated from observed gravity values.
 AO0068
 AO0068;                    North         East    Units  Estimated Accuracy
 AO0068;SPC TXSC     - 4,055,840.      686,860.      MT  (+/- 180 meters Scaled)
 AO0068
 AO0068                          SUPERSEDED SURVEY CONTROL
 AO0068
 AO0068  NGVD 29 (??/??/92)   47.205  (m)          154.87   (f) ADJ UNCH    2 0
 AO0068
 AO0068.Superseded values are not recommended for survey control.
 AO0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0068.See file dsdata.txt to determine how the superseded data were derived.
 AO0068
 AO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS868345(NAD 83)
 AO0068_MARKER: DD = SURVEY DISK
 AO0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0068_SP_SET: STEP
 AO0068_STAMPING: 154.914 P T STA NO 7 K S 33 1923
 AO0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0068
 AO0068  HISTORY     - Date     Condition        Report By
 AO0068  HISTORY     - 1923     MONUMENTED       USGS
 AO0068  HISTORY     - 1935     GOOD             NGS
 AO0068
 AO0068                          STATION DESCRIPTION
 AO0068
 AO0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AO0068'IN GEORGE WEST.
 AO0068'AT GEORGE WEST, LIVE OAK COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 AO0068'NORTH ENTRANCE, AND IN THE TOP OF THE WEST END OF THE BOTTOM CONCRETE
 AO0068'STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 AO0068'154.914 P T STA NO 7 K S 33 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0324 ***********************************************************************
 CR0324  DESIGNATION -  PTS 8
 CR0324  PID         -  CR0324
 CR0324  STATE/COUNTY-  TX/WOOD
 CR0324  USGS QUAD   -  MINEOLA (1981)
 CR0324
 CR0324                         *CURRENT SURVEY CONTROL
 CR0324  ___________________________________________________________________
 CR0324* NAD 83(1986)-  32 39 40.     (N)    095 29 05.     (W)     SCALED    
 CR0324* NAVD 88     -       126.142  (meters)     413.85   (feet)  ADJUSTED  
 CR0324  ___________________________________________________________________
 CR0324  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CR0324  DYNAMIC HT  -         125.999 (meters)     413.38  (feet)  COMP
 CR0324  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 CR0324
 CR0324  VERT ORDER  -  FIRST     CLASS II
 CR0324
 CR0324.The horizontal coordinates were scaled from a topographic map and have
 CR0324.an estimated accuracy of +/- 6 seconds.
 CR0324
 CR0324.The orthometric height was determined by differential leveling
 CR0324.and adjusted by the National Geodetic Survey in June 1991..
 CR0324
 CR0324.The geoid height was determined by GEOID03.
 CR0324
 CR0324.The dynamic height is computed by dividing the NAVD 88
 CR0324.geopotential number by the normal gravity value computed on the
 CR0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0324.degrees latitude (g = 980.6199 gals.).
 CR0324
 CR0324.The modeled gravity was interpolated from observed gravity values.
 CR0324
 CR0324;                    North         East    Units  Estimated Accuracy
 CR0324;SPC TXNC     - 2,114,330.      882,790.      MT  (+/- 180 meters Scaled)
 CR0324
 CR0324                          SUPERSEDED SURVEY CONTROL
 CR0324
 CR0324  NGVD 29 (??/??/92)  126.167  (m)          413.93   (f) ADJ UNCH    1 2
 CR0324
 CR0324.Superseded values are not recommended for survey control.
 CR0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0324.See file dsdata.txt to determine how the superseded data were derived.
 CR0324
 CR0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS669164(NAD 83)
 CR0324_MARKER: P = PIPE CAP
 CR0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0324_STAMPING: PRIM TRAV STA NO 8 1915
 CR0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0324
 CR0324  HISTORY     - Date     Condition        Report By
 CR0324  HISTORY     - 1915     MONUMENTED       USGS
 CR0324  HISTORY     - 1959     GOOD             NGS
 CR0324  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR0324
 CR0324                          STATION DESCRIPTION
 CR0324
 CR0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0324'0.3 MI E FROM MINEOLA.
 CR0324'ABOUT 0.3 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0324'STATION AT MINEOLA, AT THE MOST EASTERLY ONE OF TWO LARGE METAL
 CR0324'WAREHOUSES, 24 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 CR0324'BUILDING, 41.6 FEET NORTH OF THE NORTH RAIL, 11 RAILS EAST OF THE
 CR0324'JUNCTION OF THE INTERNATIONAL-GREAT NORTHERN RAILROAD, 9 FEET SOUTH OF
 CR0324'THE SOUTH FACE OF THE CONCRETE FOUNDATION OF THE WAREHOUSE, 2 INCHES
 CR0324'NORTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE, ABOUT 4 1/2 FEET ABOVE
 CR0324'THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE
 CR0324'PROJECTING 5 INCHES.
 CR0324
 CR0324                          STATION RECOVERY (1995)
 CR0324
 CR0324'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1670 ***********************************************************************
 CS1670  DESIGNATION -  PTS 8 S
 CS1670  PID         -  CS1670
 CS1670  STATE/COUNTY-  TX/TARRANT
 CS1670  USGS QUAD   -  KENNEDALE (1981)
 CS1670
 CS1670                         *CURRENT SURVEY CONTROL
 CS1670  ___________________________________________________________________
 CS1670* NAD 83(1986)-  32 43 56.     (N)    097 13 09.     (W)     SCALED    
 CS1670* NAVD 88     -       179.547  (meters)     589.06   (feet)  ADJUSTED  
 CS1670  ___________________________________________________________________
 CS1670  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CS1670  DYNAMIC HT  -         179.338 (meters)     588.38  (feet)  COMP
 CS1670  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 CS1670
 CS1670  VERT ORDER  -  FIRST     CLASS II
 CS1670
 CS1670.The horizontal coordinates were scaled from a topographic map and have
 CS1670.an estimated accuracy of +/- 6 seconds.
 CS1670
 CS1670.The orthometric height was determined by differential leveling
 CS1670.and adjusted by the National Geodetic Survey in June 1991..
 CS1670.WARNING-Repeat measurements at this control monument indicate possible
 CS1670.vertical movement.
 CS1670
 CS1670.The geoid height was determined by GEOID03.
 CS1670
 CS1670.The dynamic height is computed by dividing the NAVD 88
 CS1670.geopotential number by the normal gravity value computed on the
 CS1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1670.degrees latitude (g = 980.6199 gals.).
 CS1670
 CS1670.The modeled gravity was interpolated from observed gravity values.
 CS1670
 CS1670;                    North         East    Units  Estimated Accuracy
 CS1670;SPC TXNC     - 2,118,890.      720,040.      MT  (+/- 180 meters Scaled)
 CS1670
 CS1670                          SUPERSEDED SURVEY CONTROL
 CS1670
 CS1670  NGVD 29 (??/??/92)  179.500  (m)          588.91   (f) ADJ UNCH    1 2
 CS1670
 CS1670.Superseded values are not recommended for survey control.
 CS1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1670.See file dsdata.txt to determine how the superseded data were derived.
 CS1670
 CS1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB668230(NAD 83)
 CS1670_MARKER: DD = SURVEY DISK
 CS1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1670_SP_SET: CONCRETE POST
 CS1670_STAMPING: PT STA NO 8 S 1925
 CS1670_MARK LOGO: USGS  
 CS1670_PROJECTION: RECESSED 24 CENTIMETERS
 CS1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1670+STABILITY: SURFACE MOTION
 CS1670
 CS1670  HISTORY     - Date     Condition        Report By
 CS1670  HISTORY     - 1925     MONUMENTED       USGS
 CS1670  HISTORY     - 1957     GOOD             NGS
 CS1670  HISTORY     - 1986     GOOD             NGS
 CS1670  HISTORY     - 1990     GOOD             USPSQD
 CS1670  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1670
 CS1670                          STATION DESCRIPTION
 CS1670
 CS1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1670'6.7 MI E FROM FORT WORTH.
 CS1670'6.7 MILES EAST OF THE TARRANT COUNTY COURT HOUSE, IN FORT WORTH, ALONG
 CS1670'THE SOUTH RIGHT-OF-WAY OF THE T.P.R.R., IN HANDLEY, 2 FEET WEST OF THE
 CS1670'WEST EDGE OF THE WALK ALONG THE WEST SIDE OF FOREST AVE. AND 53 FEET
 CS1670'SOUTH OF THE SOUTH RAIL OF THE T. AND P.R.R., 18.5 FEET SOUTHEAST OF A
 CS1670'TELEGRAPH POLE.  IT IS ABOUT 160 YARDS SOUTH WEST OF THE SITE OF THE
 CS1670'OLD T. AND P. STATION WHICH IS NOW A TEAM TRACK.  A U.S.G.S. DISK
 CS1670'STAMPED PTS 8 S 1925 IN A CONCRETE POST WHICH IS ABOUT 1 FOOT BELOW
 CS1670'THE SURFACE OF THE GROUND.
 CS1670
 CS1670                          STATION RECOVERY (1986)
 CS1670
 CS1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1670'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 CS1670'WORTH, AT THE INTERSECTION OF FOREST AVENUE AND THE MISSOURI PACIFIC
 CS1670'RAILROAD, 16.2 M (53.1 FT) SOUTH OF THE NEAR RAIL, 11.3 M (37.1 FT)
 CS1670'WEST OF THE CENTER OF THE AVENUE, 3.7 M (12.1 FT) NORTH OF THE
 CS1670'NORTHEAST CORNER OF A WHITE BLOCK BUILDING, AND 0.6 M (2.0 FT) WEST OF
 CS1670'THE WEST EDGE OF A SIDEWALK.
 CS1670'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 CS1670'THE MARK IS 0.3 M BELOW THE TRACKS.
 CS1670
 CS1670                          STATION RECOVERY (1990)
 CS1670
 CS1670'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAP)
 CS1670'RECOVERED IN GOOD CONDITION.
 CS1670
 CS1670                          STATION RECOVERY (1996)
 CS1670
 CS1670'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0439 ***********************************************************************
 BN0439  DESIGNATION -  PTS 8 USGS
 BN0439  PID         -  BN0439
 BN0439  STATE/COUNTY-  TX/KIMBLE
 BN0439  USGS QUAD   -  JUNCTION (1974)
 BN0439
 BN0439                         *CURRENT SURVEY CONTROL
 BN0439  ___________________________________________________________________
 BN0439* NAD 83(1986)-  30 29 22.     (N)    099 45 55.     (W)     SCALED    
 BN0439* NAVD 88     -       521.232  (meters)    1710.08   (feet)  ADJUSTED  
 BN0439  ___________________________________________________________________
 BN0439  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BN0439  DYNAMIC HT  -         520.496 (meters)    1707.66  (feet)  COMP
 BN0439  MODELED GRAV-     979,212.6   (mgal)                       NAVD 88
 BN0439
 BN0439  VERT ORDER  -  FIRST     CLASS II
 BN0439
 BN0439.The horizontal coordinates were scaled from a topographic map and have
 BN0439.an estimated accuracy of +/- 6 seconds.
 BN0439
 BN0439.The orthometric height was determined by differential leveling
 BN0439.and adjusted by the National Geodetic Survey in June 1991..
 BN0439
 BN0439.The geoid height was determined by GEOID03.
 BN0439
 BN0439.The dynamic height is computed by dividing the NAVD 88
 BN0439.geopotential number by the normal gravity value computed on the
 BN0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0439.degrees latitude (g = 980.6199 gals.).
 BN0439
 BN0439.The modeled gravity was interpolated from observed gravity values.
 BN0439
 BN0439;                    North         East    Units  Estimated Accuracy
 BN0439;SPC TX C     - 3,091,350.      754,530.      MT  (+/- 180 meters Scaled)
 BN0439
 BN0439                          SUPERSEDED SURVEY CONTROL
 BN0439
 BN0439.No superseded survey control is available for this station.
 BN0439
 BN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU265732(NAD 83)
 BN0439_MARKER: DE = TRAVERSE STATION DISK
 BN0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0439_SP_SET: CONCRETE POST
 BN0439_STAMPING: PRIM TRAV STA NO 8 1924
 BN0439_MARK LOGO: USGS  
 BN0439_PROJECTION: FLUSH
 BN0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0439
 BN0439  HISTORY     - Date     Condition        Report By
 BN0439  HISTORY     - 1924     MONUMENTED       USGS
 BN0439  HISTORY     - 1982     GOOD             NGS
 BN0439  HISTORY     - 19950805 GOOD             USPSQD
 BN0439
 BN0439                          STATION DESCRIPTION
 BN0439
 BN0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0439'IN JUNCTION.
 BN0439'IN JUNCTION, AT THE INTERSECTION OF U.S. HIGHWAYS 83 AND 290 AND FIFTH
 BN0439'STREET, AT THE NORTHEAST CORNER OF THE COURTHOUSE LAWN, 26.5 METERS
 BN0439'(86.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE COURTHOUSE, 22.8
 BN0439'METERS (74.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 21.0 METERS
 BN0439'(68.9 FT) WEST OF THE CENTER OF FIFTH STREET, 11.1 METERS (36.4 FT)
 BN0439'NORTHWEST OF A FIRE HYDRANT AND 0.5 METER (1.6 FT) SOUTHWEST OF THE
 BN0439'SOUTHWEST EDGE OF A CONCRETE SIDEWALK.
 BN0439'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BN0439
 BN0439                          STATION RECOVERY (1995)
 BN0439
 BN0439'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0061 ***********************************************************************
 AO0061  DESIGNATION -  PTS 88=S 47
 AO0061  PID         -  AO0061
 AO0061  STATE/COUNTY-  TX/LIVE OAK
 AO0061  USGS QUAD   -  GEORGE WEST (1984)
 AO0061
 AO0061                         *CURRENT SURVEY CONTROL
 AO0061  ___________________________________________________________________
 AO0061* NAD 83(1986)-  28 21 46.     (N)    098 04 03.     (W)     SCALED    
 AO0061* NAVD 88     -        52.869  (meters)     173.45   (feet)  ADJUSTED  
 AO0061  ___________________________________________________________________
 AO0061  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AO0061  DYNAMIC HT  -          52.790 (meters)     173.20  (feet)  COMP
 AO0061  MODELED GRAV-     979,162.0   (mgal)                       NAVD 88
 AO0061
 AO0061  VERT ORDER  -  SECOND    CLASS 0
 AO0061
 AO0061.The horizontal coordinates were scaled from a topographic map and have
 AO0061.an estimated accuracy of +/- 6 seconds.
 AO0061
 AO0061.The orthometric height was determined by differential leveling
 AO0061.and adjusted by the National Geodetic Survey in June 1991..
 AO0061
 AO0061.The geoid height was determined by GEOID03.
 AO0061
 AO0061.The dynamic height is computed by dividing the NAVD 88
 AO0061.geopotential number by the normal gravity value computed on the
 AO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0061.degrees latitude (g = 980.6199 gals.).
 AO0061
 AO0061.The modeled gravity was interpolated from observed gravity values.
 AO0061
 AO0061;                    North         East    Units  Estimated Accuracy
 AO0061;SPC TXSC     - 4,059,040.      691,410.      MT  (+/- 180 meters Scaled)
 AO0061
 AO0061                          SUPERSEDED SURVEY CONTROL
 AO0061
 AO0061  NGVD 29 (??/??/92)   52.850  (m)          173.39   (f) ADJ UNCH    2 0
 AO0061
 AO0061.Superseded values are not recommended for survey control.
 AO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0061.See file dsdata.txt to determine how the superseded data were derived.
 AO0061
 AO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS913377(NAD 83)
 AO0061_MARKER: DD = SURVEY DISK
 AO0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0061_STAMPING: 173.44 P T STA NO 88 K S 47 1924
 AO0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0061+STABILITY: SURFACE MOTION
 AO0061
 AO0061  HISTORY     - Date     Condition        Report By
 AO0061  HISTORY     - 1924     MONUMENTED       USGS
 AO0061  HISTORY     - 1938     GOOD             NGS
 AO0061
 AO0061                          STATION DESCRIPTION
 AO0061
 AO0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 AO0061'4.0 MI NE FROM GEORGE WEST.
 AO0061'4.0 MILES NORTHEAST ALONG THE ROAD LEADING TO CADIZ FROM GEORGE WEST,
 AO0061'LIVE OAK COUNTY, AT THE W. H. LINDHOLM RESIDENCE, ON THE NORTHEAST
 AO0061'EDGE OF THE DRIVEWAY, AND 12 FEET NORTHWEST OF A GATE.  A UNITED
 AO0061'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 173.44 P T STA NO 88 K
 AO0061'S 47 1924 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2248 ***********************************************************************
 BL2248  DESIGNATION -  PTS 89 USGS 1952
 BL2248  PID         -  BL2248
 BL2248  STATE/COUNTY-  TX/HARRIS
 BL2248  USGS QUAD   -  HOCKLEY (1980)
 BL2248
 BL2248                         *CURRENT SURVEY CONTROL
 BL2248  ___________________________________________________________________
 BL2248* NAD 83(1993)-  30 04 09.79998(N)    095 50 09.46952(W)     ADJUSTED  
 BL2248* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 BL2248  ___________________________________________________________________
 BL2248  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BL2248  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2248
 BL2248  HORZ ORDER  -  SECOND
 BL2248
 BL2248.The horizontal coordinates were established by classical geodetic methods
 BL2248.and adjusted by the National Geodetic Survey in February 1996..
 BL2248
 BL2248.The orthometric height was scaled from a topographic map.
 BL2248
 BL2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2248
 BL2248.The geoid height was determined by GEOID03.
 BL2248
 BL2248;                    North         East     Units Scale Factor Converg.
 BL2248;SPC TXSC     - 4,251,946.821   905,019.549   MT  0.99994520   +1 33 00.4
 BL2248;SPC TXSC     -13,949,928.86  2,969,218.30   sFT  0.99994520   +1 33 00.4
 BL2248;UTM  15      - 3,329,866.046   226,612.362   MT  1.00052222   -1 25 18.6
 BL2248
 BL2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2248!SPC TXSC     -   0.99999176  x   0.99994520  =   0.99993696
 BL2248!UTM  15      -   0.99999176  x   1.00052222  =   1.00051398
 BL2248
 BL2248                          SUPERSEDED SURVEY CONTROL
 BL2248
 BL2248  NAD 83(1986)-  30 04 09.81453(N)    095 50 09.45202(W) AD(       ) 2
 BL2248  NAD 27      -  30 04 09.02747(N)    095 50 08.62286(W) AD(       ) 2
 BL2248
 BL2248.Superseded values are not recommended for survey control.
 BL2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2248.See file dsdata.txt to determine how the superseded data were derived.
 BL2248
 BL2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2661229866(NAD 83)
 BL2248_MARKER: P = PIPE CAP
 BL2248_SETTING: 0 = UNSPECIFIED SETTING
 BL2248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL2248
 BL2248  HISTORY     - Date     Condition        Report By
 BL2248  HISTORY     - 1952     MONUMENTED       USGS
 BL2248
 BL2248                          STATION DESCRIPTION
 BL2248
 BL2248'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 BL2248'THE STATION IS LOCATED ABOUT 13.0 MILES WEST OF TOMBALL, 6.0
 BL2248'MILES EAST OF WALLER AND 3.3 MILES NORTH-NORTHEAST OF HOCKLEY
 BL2248'NEAR THE TOP OF THE HIGHEST HILL IN THE IMMEDIATE VICINITY
 BL2248'ON LAND OWNED BY THE HEGAR BROTHERS.
 BL2248'
 BL2248'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY STATION 154.0
 BL2248'FEET EAST OF THE CENTER OF A WIRE GATE, 46.0 FEET EAST OF A
 BL2248'POWER LINE POLE, 22.0 FEET NORTH OF THE CENTER OF THE
 BL2248'WALLER-TOMBALL ROAD, 6.5 FEET SOUTH OF A FENCE AND 1.0 FOOT SOUTH
 BL2248'OF A WITNESS POST.  IT IS A BRONZE CAP RIVETED TO THE
 BL2248'TOP OF A FOUR INCH CAST IRON PIPE PROJECTING 8 INCHES ABOVE
 BL2248'THE SURFACE OF THE GROUND AND IS STAMPED PRIM TRAV STA NO
 BL2248'89 264 1915.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0063 ***********************************************************************
 AO0063  DESIGNATION -  PTS 89=S 46
 AO0063  PID         -  AO0063
 AO0063  STATE/COUNTY-  TX/LIVE OAK
 AO0063  USGS QUAD   -  GEORGE WEST (1984)
 AO0063
 AO0063                         *CURRENT SURVEY CONTROL
 AO0063  ___________________________________________________________________
 AO0063* NAD 83(1986)-  28 21 17.     (N)    098 04 53.     (W)     SCALED    
 AO0063* NAVD 88     -        41.351  (meters)     135.67   (feet)  ADJUSTED  
 AO0063  ___________________________________________________________________
 AO0063  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AO0063  DYNAMIC HT  -          41.290 (meters)     135.47  (feet)  COMP
 AO0063  MODELED GRAV-     979,161.4   (mgal)                       NAVD 88
 AO0063
 AO0063  VERT ORDER  -  SECOND    CLASS 0
 AO0063
 AO0063.The horizontal coordinates were scaled from a topographic map and have
 AO0063.an estimated accuracy of +/- 6 seconds.
 AO0063
 AO0063.The orthometric height was determined by differential leveling
 AO0063.and adjusted by the National Geodetic Survey in June 1991..
 AO0063
 AO0063.The geoid height was determined by GEOID03.
 AO0063
 AO0063.The dynamic height is computed by dividing the NAVD 88
 AO0063.geopotential number by the normal gravity value computed on the
 AO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0063.degrees latitude (g = 980.6199 gals.).
 AO0063
 AO0063.The modeled gravity was interpolated from observed gravity values.
 AO0063
 AO0063;                    North         East    Units  Estimated Accuracy
 AO0063;SPC TXSC     - 4,058,140.      690,060.      MT  (+/- 180 meters Scaled)
 AO0063
 AO0063                          SUPERSEDED SURVEY CONTROL
 AO0063
 AO0063  NGVD 29 (??/??/92)   41.332  (m)          135.60   (f) ADJ UNCH    2 0
 AO0063
 AO0063.Superseded values are not recommended for survey control.
 AO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0063.See file dsdata.txt to determine how the superseded data were derived.
 AO0063
 AO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS900368(NAD 83)
 AO0063_MARKER: DD = SURVEY DISK
 AO0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0063_STAMPING: 135.65 P T STA NO 89 K S 46 1924
 AO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0063+STABILITY: SURFACE MOTION
 AO0063
 AO0063  HISTORY     - Date     Condition        Report By
 AO0063  HISTORY     - 1924     MONUMENTED       USGS
 AO0063  HISTORY     - 1934     GOOD             NGS
 AO0063
 AO0063                          STATION DESCRIPTION
 AO0063
 AO0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0063'2.6 MI NE FROM GEORGE WEST.
 AO0063'2.6 MILES NORTHEAST ALONG THE ROAD LEADING TO CADIZ FROM GEORGE WEST,
 AO0063'LIVE OAK COUNTY, AT THE SOUTH CORNER OF THE INTERSECTION WITH THE
 AO0063'OAKVILLE-MATHIS ROAD, AND ABOUT 4 FEET SOUTH OF THE CORNER FENCE POST.
 AO0063'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 135.65 P T
 AO0063'STA NO 89 K S 46 1924 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0085 ***********************************************************************
 AO0085  DESIGNATION -  PTS 8=S 42
 AO0085  PID         -  AO0085
 AO0085  STATE/COUNTY-  TX/LIVE OAK
 AO0085  USGS QUAD   -  THREE RIVERS (1984)
 AO0085
 AO0085                         *CURRENT SURVEY CONTROL
 AO0085  ___________________________________________________________________
 AO0085* NAD 83(1986)-  28 28 40.     (N)    098 13 31.     (W)     SCALED    
 AO0085* NAVD 88     -        61.998  (meters)     203.41   (feet)  ADJUSTED  
 AO0085  ___________________________________________________________________
 AO0085  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AO0085  DYNAMIC HT  -          61.907 (meters)     203.11  (feet)  COMP
 AO0085  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 AO0085
 AO0085  VERT ORDER  -  SECOND    CLASS 0
 AO0085
 AO0085.The horizontal coordinates were scaled from a topographic map and have
 AO0085.an estimated accuracy of +/- 6 seconds.
 AO0085
 AO0085.The orthometric height was determined by differential leveling
 AO0085.and adjusted by the National Geodetic Survey in June 1991..
 AO0085
 AO0085.The geoid height was determined by GEOID03.
 AO0085
 AO0085.The dynamic height is computed by dividing the NAVD 88
 AO0085.geopotential number by the normal gravity value computed on the
 AO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0085.degrees latitude (g = 980.6199 gals.).
 AO0085
 AO0085.The modeled gravity was interpolated from observed gravity values.
 AO0085
 AO0085;                    North         East    Units  Estimated Accuracy
 AO0085;SPC TXSC     - 4,071,680.      675,860.      MT  (+/- 180 meters Scaled)
 AO0085
 AO0085                          SUPERSEDED SURVEY CONTROL
 AO0085
 AO0085  NGVD 29 (??/??/92)   61.973  (m)          203.32   (f) ADJ UNCH    2 0
 AO0085
 AO0085.Superseded values are not recommended for survey control.
 AO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0085.See file dsdata.txt to determine how the superseded data were derived.
 AO0085
 AO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS758503(NAD 83)
 AO0085_MARKER: DD = SURVEY DISK
 AO0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0085_STAMPING: 203.35 P T STA NO 8 K S 42 1925
 AO0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0085+STABILITY: SURFACE MOTION
 AO0085
 AO0085  HISTORY     - Date     Condition        Report By
 AO0085  HISTORY     - 1925     MONUMENTED       USGS
 AO0085  HISTORY     - 1934     GOOD             NGS
 AO0085
 AO0085                          STATION DESCRIPTION
 AO0085
 AO0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0085'3.1 MI W FROM THREE RIVERS.
 AO0085'3.1 MILES WEST ALONG THE ROAD LEADING TO CALLIHAM FROM THREE RIVERS,
 AO0085'LIVE OAK COUNTY, 30 FEET NORTHWEST OF A ROAD JUNCTION, AND 2 FEET WEST
 AO0085'OF A NORTH-AND-SOUTH FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY
 AO0085'STANDARD DISK, STAMPED 203.35 P T STA NO 8 K S 42 1925 AND SET IN THE
 AO0085'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1045 ***********************************************************************
 AB1045  DESIGNATION -  PTS 9
 AB1045  PID         -  AB1045
 AB1045  STATE/COUNTY-  TX/KENEDY
 AB1045  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1045
 AB1045                         *CURRENT SURVEY CONTROL
 AB1045  ___________________________________________________________________
 AB1045* NAD 83(1993)-  26 38 30.53759(N)    097 34 07.92483(W)     ADJUSTED  
 AB1045* NAVD 88     -         7.731  (meters)      25.36   (feet)  ADJUSTED  
 AB1045  ___________________________________________________________________
 AB1045  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AB1045  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB1045  DYNAMIC HT  -           7.719 (meters)      25.32  (feet)  COMP
 AB1045  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 AB1045
 AB1045  HORZ ORDER  -  SECOND
 AB1045  VERT ORDER  -  SECOND    CLASS 0
 AB1045
 AB1045.The horizontal coordinates were established by classical geodetic methods
 AB1045.and adjusted by the National Geodetic Survey in February 1996..
 AB1045
 AB1045.The orthometric height was determined by differential leveling
 AB1045.and adjusted by the National Geodetic Survey in June 1991..
 AB1045
 AB1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1045
 AB1045.The geoid height was determined by GEOID03.
 AB1045
 AB1045.The dynamic height is computed by dividing the NAVD 88
 AB1045.geopotential number by the normal gravity value computed on the
 AB1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1045.degrees latitude (g = 980.6199 gals.).
 AB1045
 AB1045.The modeled gravity was interpolated from observed gravity values.
 AB1045
 AB1045;                    North         East     Units Scale Factor Converg.
 AB1045;SPC TX S     - 5,108,380.778   392,701.630   MT  0.99991432   +0 25 21.9
 AB1045;SPC TX S     -16,759,745.94  1,288,388.60   sFT  0.99991432   +0 25 21.9
 AB1045;UTM  14      - 2,947,561.911   642,446.048   MT  0.99985051   +0 38 30.6
 AB1045
 AB1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1045!SPC TX S     -   1.00000246  x   0.99991432  =   0.99991678
 AB1045!UTM  14      -   1.00000246  x   0.99985051  =   0.99985297
 AB1045
 AB1045                          SUPERSEDED SURVEY CONTROL
 AB1045
 AB1045  NAD 83(1986)-  26 38 30.55109(N)    097 34 07.89149(W) AD(       ) 2
 AB1045  NAD 27      -  26 38 29.32600(N)    097 34 06.94200(W) AD(       ) 2
 AB1045  NGVD 29 (??/??/92)    7.806  (m)           25.61   (f) ADJ UNCH    2 0
 AB1045
 AB1045.Superseded values are not recommended for survey control.
 AB1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1045.See file dsdata.txt to determine how the superseded data were derived.
 AB1045
 AB1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4244647562(NAD 83)
 AB1045_MARKER: P = PIPE CAP
 AB1045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB1045_STAMPING: PRIM. TRAV. STA. NO. 9 1919
 AB1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1045
 AB1045  HISTORY     - Date     Condition        Report By
 AB1045  HISTORY     - 1919     MONUMENTED       USGS
 AB1045  HISTORY     - 1942     GOOD             NGS
 AB1045
 AB1045                          STATION DESCRIPTION
 AB1045
 AB1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1045'14.3 MI SE FROM NORIAS RANCH.
 AB1045'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1045'TRACK ROAD TO THE TOTACHE WINDMILL, GO 1.4 MILES TO A GATE IN
 AB1045'NORTH-SOUTH FENCE, PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY ON
 AB1045'RIGHT FORK OF TRACK ROAD AND GO 1.3 MILES TO A FORK IN ROAD, TAKE
 AB1045'RIGHT FORK AND CONTINUE SOUTHEASTERLY 6.6 MILES TO A GATE IN
 AB1045'NORTHEAST-SOUTHWEST FENCE, PASS THROUGH GATE AND CONTINUE ALONG THE
 AB1045'FENCE 0.6 MILE TO A FENCE CORNER, TURN EAST (LEFT) AND CONTINUE ALONG
 AB1045'THE FENCE 1.1 MILES TO A GATE, LEAVE FENCE AND CONTINUE SOUTHEASTERLY
 AB1045'0.9 MILE TO GATE IN NORTH-SOUTH FENCE, TURN SOUTHERLY (RIGHT) AND GO
 AB1045'1.2 MILES TO GATE, PASS THROUGH GATE AND CONTINUE 1.2 MILES TO SITE OF
 AB1045'BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHWEST OF THE TOTACHE
 AB1045'WINDMILL, ABOUT 240.0 FEET EAST OF TRIANGULATION REFERENCE MARK NO. 1,
 AB1045'62.0 FEET EAST OF TRIANGULATION STATION TARIDA AND 5.0 FEET WEST OF
 AB1045'THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0549 ***********************************************************************
 BL0549  DESIGNATION -  PTS 9 M
 BL0549  PID         -  BL0549
 BL0549  STATE/COUNTY-  TX/POLK
 BL0549  USGS QUAD   -  LIVINGSTON (1984)
 BL0549
 BL0549                         *CURRENT SURVEY CONTROL
 BL0549  ___________________________________________________________________
 BL0549* NAD 83(1986)-  30 39 27.     (N)    094 57 08.     (W)     SCALED    
 BL0549* NAVD 88     -        38.84   (+/-2cm)     127.4    (feet)  VERTCON   
 BL0549  ___________________________________________________________________
 BL0549  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL0549
 BL0549  VERT ORDER  -  ? (See Below)
 BL0549
 BL0549.The horizontal coordinates were scaled from a topographic map and have
 BL0549.an estimated accuracy of +/- 6 seconds.
 BL0549
 BL0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0549.The vertical order pertains to the NGVD 29 superseded value.
 BL0549
 BL0549.The geoid height was determined by GEOID03.
 BL0549
 BL0549;                    North         East    Units  Estimated Accuracy
 BL0549;SPC TX C     - 3,122,310.    1,215,490.      MT  (+/- 180 meters Scaled)
 BL0549
 BL0549                          SUPERSEDED SURVEY CONTROL
 BL0549
 BL0549  NGVD 29 (??/??/92)   38.851  (m)          127.46   (f) ADJ UNCH    ?  
 BL0549
 BL0549.Superseded values are not recommended for survey control.
 BL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0549.See file dsdata.txt to determine how the superseded data were derived.
 BL0549
 BL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP129932(NAD 83)
 BL0549_MARKER: DD = SURVEY DISK
 BL0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0549_STAMPING: 127.572 PRIM TRAV STA 9 M 1926
 BL0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0549+STABILITY: SURFACE MOTION
 BL0549
 BL0549  HISTORY     - Date     Condition        Report By
 BL0549  HISTORY     - 1926     MONUMENTED       USGS
 BL0549  HISTORY     - 1935     GOOD             NGS
 BL0549  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0549
 BL0549                          STATION DESCRIPTION
 BL0549
 BL0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0549'4.4 MI S FROM LIVINGSTON.
 BL0549'4.4 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0549'LIVINGSTON, POLK COUNTY, ABOUT 1/4 MILE SOUTH OF THE STATION SIGN AT
 BL0549'LAMONT, 60 FEET SOUTHEAST OF A ROAD CROSSING, AND 47 FEET WEST OF THE
 BL0549'MAIN ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 BL0549'127.572 PRIM TRAV STA 9 M 1926 AND SET IN THE TOP OF A CONCRETE POST.
 BL0549
 BL0549                          STATION RECOVERY (1997)
 BL0549
 BL0549'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0311 ***********************************************************************
 BN0311  DESIGNATION -  PTS 9 USGS
 BN0311  PID         -  BN0311
 BN0311  STATE/COUNTY-  TX/KIMBLE
 BN0311  USGS QUAD   -  JUNCTION (1974)
 BN0311
 BN0311                         *CURRENT SURVEY CONTROL
 BN0311  ___________________________________________________________________
 BN0311* NAD 83(1986)-  30 29 18.     (N)    099 46 39.     (W)     SCALED    
 BN0311* NAVD 88     -       524.441  (meters)    1720.60   (feet)  ADJUSTED  
 BN0311  ___________________________________________________________________
 BN0311  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BN0311  DYNAMIC HT  -         523.701 (meters)    1718.18  (feet)  COMP
 BN0311  MODELED GRAV-     979,213.3   (mgal)                       NAVD 88
 BN0311
 BN0311  VERT ORDER  -  FIRST     CLASS II
 BN0311
 BN0311.The horizontal coordinates were scaled from a topographic map and have
 BN0311.an estimated accuracy of +/- 6 seconds.
 BN0311
 BN0311.The orthometric height was determined by differential leveling
 BN0311.and adjusted by the National Geodetic Survey in June 1991..
 BN0311.WARNING-Repeat measurements at this control monument indicate possible
 BN0311.vertical movement.
 BN0311
 BN0311.The geoid height was determined by GEOID03.
 BN0311
 BN0311.The dynamic height is computed by dividing the NAVD 88
 BN0311.geopotential number by the normal gravity value computed on the
 BN0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0311.degrees latitude (g = 980.6199 gals.).
 BN0311
 BN0311.The modeled gravity was interpolated from observed gravity values.
 BN0311
 BN0311;                    North         East    Units  Estimated Accuracy
 BN0311;SPC TX C     - 3,091,220.      753,360.      MT  (+/- 180 meters Scaled)
 BN0311
 BN0311                          SUPERSEDED SURVEY CONTROL
 BN0311
 BN0311.No superseded survey control is available for this station.
 BN0311
 BN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU253731(NAD 83)
 BN0311_MARKER: DD = SURVEY DISK
 BN0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0311_STAMPING: 1720.538 PTS NO 9 1925 TEXAS H 94 1924
 BN0311_MARK LOGO: USGS  
 BN0311_PROJECTION: PROJECTING 5 CENTIMETERS
 BN0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0311+STABILITY: SURFACE MOTION
 BN0311
 BN0311  HISTORY     - Date     Condition        Report By
 BN0311  HISTORY     - 1924     MONUMENTED       USGS
 BN0311  HISTORY     - 1931     GOOD             NGS
 BN0311  HISTORY     - 1944     GOOD             LOCENG
 BN0311  HISTORY     - 1981     GOOD             NGS
 BN0311  HISTORY     - 1990     GOOD             USPSQD
 BN0311  HISTORY     - 1991     GOOD             USPSQD
 BN0311  HISTORY     - 19950805 GOOD             USPSQD
 BN0311
 BN0311                          STATION DESCRIPTION
 BN0311
 BN0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0311'IN JUNCTION.
 BN0311'AT JUNCTION, KIMBLE COUNTY, ON THE PUBLIC SCHOOL PROPERTY, MIDWAY
 BN0311'BETWEEN THE ELEMENTARY AND HIGH SCHOOL BUILDINGS, AND JUST INSIDE THE
 BN0311'STREET SIDEWALK.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 BN0311'1720.538 P T S NO 9 1925 TEXAS H 94 1924 AND SET IN THE TOP OF A
 BN0311'CONCRETE POST.
 BN0311
 BN0311                          STATION RECOVERY (1944)
 BN0311
 BN0311'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 BN0311'RECOVERED IN GOOD CONDITION.
 BN0311
 BN0311                          STATION RECOVERY (1981)
 BN0311
 BN0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0311'IN JUNCTION, AT THE NORTH EDGE OF THE LAWN OF THE HIGH SCHOOL AND
 BN0311'ELEMENTARY SCHOOL, 28.1 METERS (92.2 FT) NORTHWEST OF THE NORTHWEST
 BN0311'CORNER OF THE HIGH SCHOOL, 27.8 METERS (91.2 FT) EAST-NORTHEAST OF THE
 BN0311'NORTHEAST CORNER OF THE ELEMENTARY SCHOOL, 9.6 METERS (31.5 FT) SOUTH
 BN0311'OF THE CENTER OF COLLEGE STREET, 2.6 METERS (8.5 FT) SOUTHEAST OF A
 BN0311'UTILITY POLE AND 0.7 METER (2.3 FT) SOUTH OF THE SOUTH EDGE OF THE
 BN0311'NORTH SIDEWALK.
 BN0311'THE MARK IS 0.3 M ABOVE THE STREET.
 BN0311
 BN0311                          STATION RECOVERY (1990)
 BN0311
 BN0311'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0311'RECOVERED IN GOOD CONDITION.
 BN0311
 BN0311                          STATION RECOVERY (1991)
 BN0311
 BN0311'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0311'RECOVERED IN GOOD CONDITION.
 BN0311
 BN0311                          STATION RECOVERY (1995)
 BN0311
 BN0311'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1583 ***********************************************************************
 BL1583  DESIGNATION -  PTS 90
 BL1583  PID         -  BL1583
 BL1583  STATE/COUNTY-  TX/HARRIS
 BL1583  USGS QUAD   -  HOCKLEY (1980)
 BL1583
 BL1583                         *CURRENT SURVEY CONTROL
 BL1583  ___________________________________________________________________
 BL1583* NAD 83(1986)-  30 04 00.     (N)    095 47 55.     (W)     SCALED    
 BL1583* NAVD 88     -        69.45   (+/-2cm)     227.9    (feet)  VERTCON   
 BL1583  ___________________________________________________________________
 BL1583  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1583
 BL1583  VERT ORDER  -  THIRD (See Below)
 BL1583
 BL1583.The horizontal coordinates were scaled from a topographic map and have
 BL1583.an estimated accuracy of +/- 6 seconds.
 BL1583
 BL1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1583.The vertical order pertains to the NGVD 29 superseded value.
 BL1583
 BL1583.The geoid height was determined by GEOID03.
 BL1583
 BL1583;                    North         East    Units  Estimated Accuracy
 BL1583;SPC TXSC     - 4,251,740.      908,630.      MT  (+/- 180 meters Scaled)
 BL1583
 BL1583                          SUPERSEDED SURVEY CONTROL
 BL1583
 BL1583  NGVD 29 (??/??/??)   69.44   (m)          227.8    (f) RESET       3  
 BL1583
 BL1583.Superseded values are not recommended for survey control.
 BL1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1583.See file dsdata.txt to determine how the superseded data were derived.
 BL1583
 BL1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP302294(NAD 83)
 BL1583_MARKER: P = PIPE CAP
 BL1583_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1583_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BL1583_STAMPING: PRIM TRAV STA NO 90 228 1915
 BL1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1583
 BL1583  HISTORY     - Date     Condition        Report By
 BL1583  HISTORY     - 1915     MONUMENTED       USGS
 BL1583  HISTORY     - 1954     GOOD             NGS
 BL1583  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1583  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1583
 BL1583                          STATION DESCRIPTION
 BL1583
 BL1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1583'5.6 MI NE FROM HOCKLEY.
 BL1583'2.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1583'RAILROAD STATION AT HOCKLEY, THENCE 2.7 MILES EAST ALONG THE WALLER
 BL1583'AND TOMBALL ROAD, AT A JUNCTION WITH BECKER ROAD, AT THE SOUTH END OF
 BL1583'A 0.2 MILE JOG IN THE WALLER AND TOMBALL ROAD, 20 FEET WEST OF THE
 BL1583'CENTER OF THE ROAD JUNCTION, 30 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 BL1583'EAST OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, RIVETED ON THE TOP
 BL1583'OF AN IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1583
 BL1583                          STATION RECOVERY (1973)
 BL1583
 BL1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1583'MARK NOT FOUND.
 BL1583
 BL1583                          STATION RECOVERY (1994)
 BL1583
 BL1583'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1589 ***********************************************************************
 BL1589  DESIGNATION -  PTS 91
 BL1589  PID         -  BL1589
 BL1589  STATE/COUNTY-  TX/HARRIS
 BL1589  USGS QUAD   -  HOCKLEY (1980)
 BL1589
 BL1589                         *CURRENT SURVEY CONTROL
 BL1589  ___________________________________________________________________
 BL1589* NAD 83(1986)-  30 04 40.     (N)    095 45 31.     (W)     SCALED    
 BL1589* NAVD 88     -        70.36   (+/-2cm)     230.8    (feet)  VERTCON   
 BL1589  ___________________________________________________________________
 BL1589  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BL1589
 BL1589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1589
 BL1589.The horizontal coordinates were scaled from a topographic map and have
 BL1589.an estimated accuracy of +/- 6 seconds.
 BL1589
 BL1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1589.The vertical order pertains to the NGVD 29 superseded value.
 BL1589
 BL1589.The geoid height was determined by GEOID03.
 BL1589
 BL1589;                    North         East    Units  Estimated Accuracy
 BL1589;SPC TXSC     - 4,253,080.      912,450.      MT  (+/- 180 meters Scaled)
 BL1589
 BL1589                          SUPERSEDED SURVEY CONTROL
 BL1589
 BL1589  NGVD 29 (??/??/92)   70.352  (m)          230.81   (f) ADJ UNCH    2 0
 BL1589
 BL1589.Superseded values are not recommended for survey control.
 BL1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1589.See file dsdata.txt to determine how the superseded data were derived.
 BL1589
 BL1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP340306(NAD 83)
 BL1589_MARKER: P = PIPE CAP
 BL1589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1589_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BL1589_STAMPING: PRIM TRAV STA NO 91 1915
 BL1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1589
 BL1589  HISTORY     - Date     Condition        Report By
 BL1589  HISTORY     - 1915     MONUMENTED       USGS
 BL1589  HISTORY     - 1954     GOOD             NGS
 BL1589  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1589
 BL1589                          STATION DESCRIPTION
 BL1589
 BL1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1589'9.45 MI W FROM TOMBALL.
 BL1589'9.45 MILES WEST ALONG THE WALLER AND TOMBALL ROAD FROM THE POST OFFICE
 BL1589'AT TOMBALL, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34 FEET EAST
 BL1589'OF THE CENTER OF A WOODEN GATE, 4 FEET NORTH OF A FENCE, 6 FEET NORTH
 BL1589'OF A WITNESS POST, 1.0 MILE EAST OF BENCH MARK A 1023, RIVETED ON THE
 BL1589'TOP OF AN IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BL1589
 BL1589                          STATION RECOVERY (1973)
 BL1589
 BL1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1629 ***********************************************************************
 BL1629  DESIGNATION -  PTS 94
 BL1629  PID         -  BL1629
 BL1629  STATE/COUNTY-  TX/HARRIS
 BL1629  USGS QUAD   -  ROSE HILL (1980)
 BL1629
 BL1629                         *CURRENT SURVEY CONTROL
 BL1629  ___________________________________________________________________
 BL1629* NAD 83(1986)-  30 01 05.     (N)    095 41 51.     (W)     SCALED    
 BL1629* NAVD 88     -        48.873  (meters)     160.34   (feet)  ADJUSTED  
 BL1629  ___________________________________________________________________
 BL1629  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL1629  DYNAMIC HT  -          48.807 (meters)     160.13  (feet)  COMP
 BL1629  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 BL1629
 BL1629  VERT ORDER  -  FIRST     CLASS II
 BL1629
 BL1629.The horizontal coordinates were scaled from a topographic map and have
 BL1629.an estimated accuracy of +/- 6 seconds.
 BL1629
 BL1629.The orthometric height was determined by differential leveling
 BL1629.and adjusted by the National Geodetic Survey in June 1991..
 BL1629
 BL1629.The geoid height was determined by GEOID03.
 BL1629
 BL1629.The dynamic height is computed by dividing the NAVD 88
 BL1629.geopotential number by the normal gravity value computed on the
 BL1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1629.degrees latitude (g = 980.6199 gals.).
 BL1629
 BL1629.The modeled gravity was interpolated from observed gravity values.
 BL1629
 BL1629;                    North         East    Units  Estimated Accuracy
 BL1629;SPC TXSC     - 4,246,630.      918,530.      MT  (+/- 180 meters Scaled)
 BL1629
 BL1629                          SUPERSEDED SURVEY CONTROL
 BL1629
 BL1629  NGVD 29 (12/23/87)   48.867  (m)          160.32   (f) ADJUSTED    1 2
 BL1629
 BL1629.Superseded values are not recommended for survey control.
 BL1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1629.See file dsdata.txt to determine how the superseded data were derived.
 BL1629
 BL1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP398238(NAD 83)
 BL1629_MARKER: P = PIPE CAP
 BL1629_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1629_SP_SET: SHALLOW-SET PIPE
 BL1629_STAMPING: PRIM TRAV STA NO 94 161 1915
 BL1629_MARK LOGO: USGS  
 BL1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1629+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1629
 BL1629  HISTORY     - Date     Condition        Report By
 BL1629  HISTORY     - 1915     MONUMENTED       USGS
 BL1629  HISTORY     - 1954     GOOD             NGS
 BL1629  HISTORY     - 1978     GOOD             NGS
 BL1629  HISTORY     - 1986     GOOD             NGS
 BL1629  HISTORY     - 19931106 GOOD             USPSQD
 BL1629  HISTORY     - 20050108 GOOD             USPSQD
 BL1629
 BL1629                          STATION DESCRIPTION
 BL1629
 BL1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1629'3.6 MI N FROM CYPRESS.
 BL1629'0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BL1629'CYPRESS, THENCE 3.4 MILES NORTH ALONG THE CYPRESS AND ROSE HILL ROAD,
 BL1629'0.1 MILE NORTH OF A BRIDGE OVER LITTLE CYPRESS CREEK, 38 FEET WEST OF
 BL1629'THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 2 FEET SOUTHWEST
 BL1629'OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS
 BL1629'1.3 FEET ABOVE THE GROUND.
 BL1629
 BL1629                          STATION RECOVERY (1978)
 BL1629
 BL1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1629'3.4 MILES NORTH ALONG CYPRESS-ROSE HILL ROAD FROM ITS JUNCTION WITH
 BL1629'HIGHWAY 290 IN CYPRESS, 0.1 MILE NORTH OF A BRIDGE OVER LITTLE CYPRESS
 BL1629'CREEK, 258 FEET NORTH OF THE CENTERLINE OF A PRIVATE DRIVE TO A TWO
 BL1629'STORY BRICK RANCH HOUSE, NUMBER 17110, 38 FEET WEST OF THE CENTERLINE
 BL1629'OF THE ROAD, 1 FOOT WEST OF A FENCE, AND 2 FEET SOUTHWEST OF A WITNESS
 BL1629'POST.
 BL1629
 BL1629                          STATION RECOVERY (1986)
 BL1629
 BL1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1629'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM (0.2 MI)
 BL1629'NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH SPRING-CYPRESS
 BL1629'ROAD IN CYPRESS, THENCE 5.5 KM (3.4 MI) NORTHERLY ALONG CYPRESS-ROSE
 BL1629'HILL ROAD.
 BL1629
 BL1629                          STATION RECOVERY (1993)
 BL1629
 BL1629'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1629'RECOVERED IN GOOD CONDITION.
 BL1629
 BL1629                          STATION RECOVERY (2005)
 BL1629
 BL1629'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0983 ***********************************************************************
 BM0983  DESIGNATION -  PTS 97 A
 BM0983  PID         -  BM0983
 BM0983  STATE/COUNTY-  TX/WASHINGTON
 BM0983  USGS QUAD   -  WASHINGTON (1988)
 BM0983
 BM0983                         *CURRENT SURVEY CONTROL
 BM0983  ___________________________________________________________________
 BM0983* NAD 83(1993)-  30 21 39.05822(N)    096 13 32.43132(W)     ADJUSTED  
 BM0983* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 BM0983  ___________________________________________________________________
 BM0983  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 BM0983  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BM0983
 BM0983  HORZ ORDER  -  FIRST
 BM0983
 BM0983.The horizontal coordinates were established by classical geodetic methods
 BM0983.and adjusted by the National Geodetic Survey in February 1996..
 BM0983
 BM0983.The orthometric height was scaled from a topographic map.
 BM0983
 BM0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0983
 BM0983.The geoid height was determined by GEOID03.
 BM0983
 BM0983;                    North         East     Units Scale Factor Converg.
 BM0983;SPC TX C     - 3,084,244.299 1,094,778.978   MT  0.99994378   +2 06 56.5
 BM0983;SPC TX C     -10,118,891.50  3,591,787.36   sFT  0.99994378   +2 06 56.5
 BM0983;UTM  14      - 3,362,036.187   766,655.161   MT  1.00047730   +1 24 11.1
 BM0983
 BM0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0983!SPC TX C     -   0.99998726  x   0.99994378  =   0.99993104
 BM0983!UTM  14      -   0.99998726  x   1.00047730  =   1.00046456
 BM0983
 BM0983:                Primary Azimuth Mark                     Grid Az
 BM0983:SPC TX C     -  PTS 97 A AZ MK                           177 24 54.0
 BM0983:UTM  14      -  PTS 97 A AZ MK                           178 07 39.4
 BM0983
 BM0983|---------------------------------------------------------------------|
 BM0983| PID    Reference Object                     Distance      Geod. Az  |
 BM0983|                                                           dddmmss.s |
 BM0983| CV9095 PTS 97 A AZ MK                                     1793150.5 |
 BM0983| CV9096 PTS 97 A RM 1                        39.969 METERS 24805     |
 BM0983| CV9097 PTS 97 A RM 2                        38.768 METERS 32624     |
 BM0983|---------------------------------------------------------------------|
 BM0983
 BM0983                          SUPERSEDED SURVEY CONTROL
 BM0983
 BM0983  NAD 83(1986)-  30 21 39.07277(N)    096 13 32.41377(W) AD(       ) 1
 BM0983  NAD 27      -  30 21 38.32300(N)    096 13 31.55600(W) AD(       ) 1
 BM0983
 BM0983.Superseded values are not recommended for survey control.
 BM0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0983.See file dsdata.txt to determine how the superseded data were derived.
 BM0983
 BM0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6665562036(NAD 83)
 BM0983_MARKER: P = PIPE CAP
 BM0983_SETTING: 0 = UNSPECIFIED SETTING
 BM0983
 BM0983  HISTORY     - Date     Condition        Report By
 BM0983  HISTORY     - 1935     MONUMENTED       USGS
 BM0983  HISTORY     - 1937     GOOD             TXHD
 BM0983  HISTORY     - 1943     GOOD             CGS
 BM0983  HISTORY     - 19991010 MARK NOT FOUND   USPSQD
 BM0983
 BM0983                          STATION DESCRIPTION
 BM0983
 BM0983'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CAS)
 BM0983'STATION IS ABOUT 9 MILES W OF NAVASOTA, AND 7 MILES NE OF
 BM0983'INDEPENDENCE, ON LAND OWNED AND OCCUPIED BY JOHN DARCUS,
 BM0983'NEGRO.  IT IS 214 FEET SSE OF SE CORNER OF ST. MATHEWS BAPTIST
 BM0983'CHURCH, 12 FEET N OF FENCE ON S SIDE OF ROAD, AND 17 FEET
 BM0983'NE OF AN 8-INCH HACKBERRY TREE.  THE MARK IS A STANDARD
 BM0983'U.S.G.S. BRASS CAP ON 3-INCH PIPE.  IT PROJECTS 10 INCHES AND
 BM0983'IS SET IN ROCK.  THE CAP IS STAMPED TEXAS 1910 PRIM TRAV STA
 BM0983'NO. 97A, 78A, U.S.C. AND G.S. 1935, WITH OTHER MARKINGS
 BM0983'OBLITERATED.
 BM0983'
 BM0983'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 BM0983'CONCRETE.
 BM0983'
 BM0983'REFERENCE MARK NO. 1 IS WSW OF STATION, 0.5 FOOT N OF FENCE,
 BM0983'AND PROJECTS 10 INCHES.
 BM0983'
 BM0983'REFERENCE MARK NO. 2 IS NNW OF STATION, 91 FEET SSE OF SE
 BM0983'CORNER OF CHURCH, 6 FEET N OF FENCE TO W, 0.5 FOOT E OF FENCE,
 BM0983'AND PROJECTS 10 INCHES.
 BM0983'
 BM0983'AZIMUTH MARK IS SSW OF STATION, 2 FEET E OF FENCE CORNER, 26
 BM0983'FEET N OF CENTER LINE OF ROAD, 87 FEET E OF CENTER LINE
 BM0983'OF BRIDGE, 139 FEET E OF CENTER LINE OF ROAD TO N, ON LINE
 BM0983'WITH FENCE TO W, AND PROJECTS 8 INCHES.
 BM0983'
 BM0983'TO REACH THE STATION FROM SOMERVILLE, GO S ON TEXAS ROUTE
 BM0983'36, 6.25 MILES FROM RAILROAD STATION TO CROSSROADS AND CHURCH
 BM0983'ON LEFT, TURN LEFT AND CONTINUE 6.35 MILES TO JOG.  JOG LEFT
 BM0983'100 YARDS AND CONTINUE E 2.85 MILES, FOLLOWING MAIN-TRAVELED
 BM0983'ROAD TO A T-ROAD, GO LEFT 0.2 MILE, THENCE RIGHT 0.1 MILE,
 BM0983'AND LEFT 0.2 MILE TO E SIDE OF INDEPENDENCE SQUARE.  THENCE
 BM0983'RIGHT (E) 3.9 MILES TO WILLIAM PENN.  CONTINUE 0.2 MILE TO SIDE
 BM0983'ROAD, LEFT, AT SIGN INDEPENDENCE-WILLIAM PENN.  GO LEFT
 BM0983'1.55 MILES TO SIDE ROAD, LEFT, BY 5 MAIL BOXES, GO LEFT
 BM0983'0.65 MILE, TAKE RIGHT FORK, AND GO 3.75 MILES TO SIDE ROAD,
 BM0983'LEFT, AND AZIMUTH MARK.  GO LEFT 0.15 MILE TO T-ROAD, THENCE
 BM0983'RIGHT 0.1 MILE TO STATION.
 BM0983'
 BM0983'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 BM0983
 BM0983                          STATION RECOVERY (1937)
 BM0983
 BM0983'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0983'ORIGINAL DESCRIPTION FOLLOWED ONLY FROM INDEPENDENCE (WASHINGTON
 BM0983'COUNTY).  DESCRIPTION BY C.A.S. 1935 FROM INDEPENDENCE TO PT.
 BM0983'97A IS SATISFACTORY.
 BM0983'
 BM0983'STATION MARK, REFERENCE DISKS NOS. 1 AND 2, AND AZIMUTH MARK,
 BM0983'RECOVERED IN GOOD CONDITION.
 BM0983
 BM0983                          STATION RECOVERY (1943)
 BM0983
 BM0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 BM0983'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BM0983
 BM0983                          STATION RECOVERY (1999)
 BM0983
 BM0983'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0090 ***********************************************************************
 AO0090  DESIGNATION -  PTS 9=J 33
 AO0090  PID         -  AO0090
 AO0090  STATE/COUNTY-  TX/LIVE OAK
 AO0090  USGS QUAD   -  CALLIHAM (1967)
 AO0090
 AO0090                         *CURRENT SURVEY CONTROL
 AO0090  ___________________________________________________________________
 AO0090* NAD 83(1986)-  28 28 29.     (N)    098 18 20.     (W)     SCALED    
 AO0090* NAVD 88     -        60.230  (meters)     197.60   (feet)  ADJUSTED  
 AO0090  ___________________________________________________________________
 AO0090  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AO0090  DYNAMIC HT  -          60.141 (meters)     197.31  (feet)  COMP
 AO0090  MODELED GRAV-     979,167.6   (mgal)                       NAVD 88
 AO0090
 AO0090  VERT ORDER  -  SECOND    CLASS 0
 AO0090
 AO0090.The horizontal coordinates were scaled from a topographic map and have
 AO0090.an estimated accuracy of +/- 6 seconds.
 AO0090
 AO0090.The orthometric height was determined by differential leveling
 AO0090.and adjusted by the National Geodetic Survey in June 1991..
 AO0090
 AO0090.The geoid height was determined by GEOID03.
 AO0090
 AO0090.The dynamic height is computed by dividing the NAVD 88
 AO0090.geopotential number by the normal gravity value computed on the
 AO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0090.degrees latitude (g = 980.6199 gals.).
 AO0090
 AO0090.The modeled gravity was interpolated from observed gravity values.
 AO0090
 AO0090;                    North         East    Units  Estimated Accuracy
 AO0090;SPC TXSC     - 4,071,290.      668,000.      MT  (+/- 180 meters Scaled)
 AO0090
 AO0090                          SUPERSEDED SURVEY CONTROL
 AO0090
 AO0090  NGVD 29 (??/??/92)   60.203  (m)          197.52   (f) ADJ UNCH    2 0
 AO0090
 AO0090.Superseded values are not recommended for survey control.
 AO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0090.See file dsdata.txt to determine how the superseded data were derived.
 AO0090
 AO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS679499(NAD 83)
 AO0090_MARKER: DD = SURVEY DISK
 AO0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0090_STAMPING: 197.53 P T STA NO 9 K J 33 1925
 AO0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0090+STABILITY: SURFACE MOTION
 AO0090
 AO0090  HISTORY     - Date     Condition        Report By
 AO0090  HISTORY     - 1925     MONUMENTED       USGS
 AO0090  HISTORY     - 1934     GOOD             NGS
 AO0090
 AO0090                          STATION DESCRIPTION
 AO0090
 AO0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0090'2.7 MI E FROM CALLIHAM.
 AO0090'IN LIVE OAK COUNTY, 2.7 MILES EAST ALONG THE ROAD LEADING TO THREE
 AO0090'RIVERS FROM CALLIHAM, MCMULLEN COUNTY, AT THE JUNCTION OF A T-ROAD
 AO0090'LEADING NORTH, AT THE NORTHEAST CORNER OF A LARGE FIELD, ON THE SOUTH
 AO0090'SIDE OF THE ROAD, AND 3 FEET SOUTHWEST OF A CORNER FENCE POST.  A
 AO0090'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 197.53 P T STA
 AO0090'NO 9 K J 33 1925 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0123 ***********************************************************************
 CB0123  DESIGNATION -  PTS K 10
 CB0123  PID         -  CB0123
 CB0123  STATE/COUNTY-  TX/TOM GREEN
 CB0123  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0123
 CB0123                         *CURRENT SURVEY CONTROL
 CB0123  ___________________________________________________________________
 CB0123* NAD 83(1986)-  31 25 25.     (N)    100 25 21.     (W)     SCALED    
 CB0123* NAVD 88     -       566.935  (meters)    1860.02   (feet)  ADJUSTED  
 CB0123  ___________________________________________________________________
 CB0123  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CB0123  DYNAMIC HT  -         566.158 (meters)    1857.47  (feet)  COMP
 CB0123  MODELED GRAV-     979,251.9   (mgal)                       NAVD 88
 CB0123
 CB0123  VERT ORDER  -  FIRST     CLASS II
 CB0123
 CB0123.The horizontal coordinates were scaled from a topographic map and have
 CB0123.an estimated accuracy of +/- 6 seconds.
 CB0123
 CB0123.The orthometric height was determined by differential leveling
 CB0123.and adjusted by the National Geodetic Survey in June 1991..
 CB0123.WARNING-Repeat measurements at this control monument indicate possible
 CB0123.vertical movement.
 CB0123
 CB0123.The geoid height was determined by GEOID03.
 CB0123
 CB0123.The dynamic height is computed by dividing the NAVD 88
 CB0123.geopotential number by the normal gravity value computed on the
 CB0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0123.degrees latitude (g = 980.6199 gals.).
 CB0123
 CB0123.The modeled gravity was interpolated from observed gravity values.
 CB0123
 CB0123;                    North         East    Units  Estimated Accuracy
 CB0123;SPC TX C     - 3,194,770.      691,520.      MT  (+/- 180 meters Scaled)
 CB0123
 CB0123                          SUPERSEDED SURVEY CONTROL
 CB0123
 CB0123  NGVD 29 (??/??/92)  566.754  (m)         1859.43   (f) ADJ UNCH    1 2
 CB0123
 CB0123.Superseded values are not recommended for survey control.
 CB0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0123.See file dsdata.txt to determine how the superseded data were derived.
 CB0123
 CB0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV647774(NAD 83)
 CB0123_MARKER: DD = SURVEY DISK
 CB0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0123_SP_SET: MONUMENT
 CB0123_STAMPING: PRIM. TRAV. STA. K 10 1923 1859.429
 CB0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0123
 CB0123  HISTORY     - Date     Condition        Report By
 CB0123  HISTORY     - 1923     MONUMENTED       USGS
 CB0123  HISTORY     - 1933     GOOD             NGS
 CB0123  HISTORY     - 1935     GOOD             NGS
 CB0123
 CB0123                          STATION DESCRIPTION
 CB0123
 CB0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0123'4.0 MI SE FROM SAN ANGELO.
 CB0123'AT TOP OF HILL, AT FORK IN ROAD, AT FENCE CORNER, EAST OF SOUTHWEST
 CB0123'POINT OF TRIANGLE FORMED BY ROAD INTERSECTION.
 CB0123
 CB0123                          STATION RECOVERY (1935)
 CB0123
 CB0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0112 ***********************************************************************
 CB0112  DESIGNATION -  PTS K 9 USGS
 CB0112  PID         -  CB0112
 CB0112  STATE/COUNTY-  TX/TOM GREEN
 CB0112  USGS QUAD   -  VERIBEST (1984)
 CB0112
 CB0112                         *CURRENT SURVEY CONTROL
 CB0112  ___________________________________________________________________
 CB0112* NAD 83(1986)-  31 22 32.     (N)    100 21 50.     (W)     SCALED    
 CB0112* NAVD 88     -       567.128  (meters)    1860.65   (feet)  ADJUSTED  
 CB0112  ___________________________________________________________________
 CB0112  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CB0112  DYNAMIC HT  -         566.347 (meters)    1858.09  (feet)  COMP
 CB0112  MODELED GRAV-     979,246.5   (mgal)                       NAVD 88
 CB0112
 CB0112  VERT ORDER  -  FIRST     CLASS II
 CB0112
 CB0112.The horizontal coordinates were scaled from a topographic map and have
 CB0112.an estimated accuracy of +/- 6 seconds.
 CB0112
 CB0112.The orthometric height was determined by differential leveling
 CB0112.and adjusted by the National Geodetic Survey in June 1991..
 CB0112
 CB0112.The geoid height was determined by GEOID03.
 CB0112
 CB0112.The dynamic height is computed by dividing the NAVD 88
 CB0112.geopotential number by the normal gravity value computed on the
 CB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0112.degrees latitude (g = 980.6199 gals.).
 CB0112
 CB0112.The modeled gravity was interpolated from observed gravity values.
 CB0112
 CB0112;                    North         East    Units  Estimated Accuracy
 CB0112;SPC TX C     - 3,189,440.      697,090.      MT  (+/- 180 meters Scaled)
 CB0112
 CB0112                          SUPERSEDED SURVEY CONTROL
 CB0112
 CB0112  NGVD 29 (??/??/92)  566.973  (m)         1860.14   (f) ADJ UNCH    1 2
 CB0112
 CB0112.Superseded values are not recommended for survey control.
 CB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0112.See file dsdata.txt to determine how the superseded data were derived.
 CB0112
 CB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV703720(NAD 83)
 CB0112_MARKER: DD = SURVEY DISK
 CB0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0112_SP_SET: MONUMENT
 CB0112_STAMPING: K-9 1923
 CB0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0112
 CB0112  HISTORY     - Date     Condition        Report By
 CB0112  HISTORY     - 1923     MONUMENTED       USGS
 CB0112  HISTORY     - 1933     GOOD             NGS
 CB0112  HISTORY     - 1939     GOOD             NGS
 CB0112  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0112
 CB0112                          STATION DESCRIPTION
 CB0112
 CB0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0112'3.4 MI NW FROM WALL.
 CB0112'AT ROAD FORK, 130 FEET SOUTHEAST OF END OF CONCRETE CULVERT, IN ANGLE
 CB0112'OF ROAD, PRIMARY TRAVERSE STA. STAMPED K-9 1923.
 CB0112
 CB0112                          STATION RECOVERY (1939)
 CB0112
 CB0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 CB0112'RECOVERED IN GOOD CONDITION.
 CB0112
 CB0112                          STATION RECOVERY (1981)
 CB0112
 CB0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0112'THE HIGHWAY IS NOW 4 LANES AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0240 ***********************************************************************
 BL0240  DESIGNATION -  PTS STA 48 M
 BL0240  PID         -  BL0240
 BL0240  STATE/COUNTY-  TX/JEFFERSON
 BL0240  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0240
 BL0240                         *CURRENT SURVEY CONTROL
 BL0240  ___________________________________________________________________
 BL0240* NAD 83(1986)-  30 04 07.     (N)    094 05 44.     (W)     SCALED    
 BL0240* NAVD 88     -         7.10   (+/-2cm)      23.3    (feet)  VERTCON   
 BL0240  ___________________________________________________________________
 BL0240  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0240
 BL0240  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0240
 BL0240.The horizontal coordinates were scaled from a topographic map and have
 BL0240.an estimated accuracy of +/- 6 seconds.
 BL0240
 BL0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0240.The vertical order pertains to the NGVD 29 superseded value.
 BL0240
 BL0240.The geoid height was determined by GEOID03.
 BL0240
 BL0240;                    North         East    Units  Estimated Accuracy
 BL0240;SPC TXSC     - 4,257,650.    1,072,720.      MT  (+/- 180 meters Scaled)
 BL0240
 BL0240                          SUPERSEDED SURVEY CONTROL
 BL0240
 BL0240  NGVD 29 (??/??/??)    7.095  (m)           23.28   (f) ADJUSTED    1 1
 BL0240
 BL0240.Superseded values are not recommended for survey control.
 BL0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0240.See file dsdata.txt to determine how the superseded data were derived.
 BL0240
 BL0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP944268(NAD 83)
 BL0240_MARKER: DD = SURVEY DISK
 BL0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0240_STAMPING: PTS STA 48 M 1925
 BL0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0240+STABILITY: SURFACE MOTION
 BL0240
 BL0240  HISTORY     - Date     Condition        Report By
 BL0240  HISTORY     - 1925     MONUMENTED       USGS
 BL0240  HISTORY     - 1972     GOOD             NGS
 BL0240  HISTORY     - 1984     GOOD             USPSQD
 BL0240  HISTORY     - 19860605 GOOD             USPSQD
 BL0240  HISTORY     - 19870919 GOOD             USPSQD
 BL0240  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0240  HISTORY     - 19940730 MARK NOT FOUND   USPSQD
 BL0240  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0240  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0240  HISTORY     - 20030710 MARK NOT FOUND   USPSQD
 BL0240
 BL0240                          STATION DESCRIPTION
 BL0240
 BL0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0240'IN BEAUMONT.
 BL0240'AT BEAUMONT, ABOUT 0.6 MILE SOUTHEAST ALONG RAILROAD AVENUE FROM THE
 BL0240'INTERSECTION OF COLLEGE AVENUE AND THE OVERPASS OF THE SOUTHERN
 BL0240'PACIFIC RAILROAD, AT THE JUNCTION OF EASY STREET LEADING SOUTHWEST, 9
 BL0240'FEET SOUTHWEST OF THE SOUTHWEST CURB OF RAILROAD AVENUE, 10 FEET
 BL0240'NORTHWEST OF THE NORTHWEST CURB OF EASY STREET, 6 FEET NORTHWEST OF A
 BL0240'POWER LINE POLE WITH A GUY WIRE, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BL0240'RAILROAD AVENUE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BL0240'INCHES ABOVE THE LEVEL OF THE GROUND.
 BL0240
 BL0240                          STATION RECOVERY (1984)
 BL0240
 BL0240'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0240'RECOVERED IN GOOD CONDITION.
 BL0240
 BL0240                          STATION RECOVERY (1986)
 BL0240
 BL0240'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 BL0240'RECOVERED IN GOOD CONDITION.
 BL0240
 BL0240                          STATION RECOVERY (1987)
 BL0240
 BL0240'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0240'RECOVERED IN GOOD CONDITION.
 BL0240
 BL0240                          STATION RECOVERY (1989)
 BL0240
 BL0240'RECOVERY NOTE BY US POWER SQUADRON 1989 (MJG)
 BL0240'MARK NOT FOUND.
 BL0240
 BL0240                          STATION RECOVERY (1994)
 BL0240
 BL0240'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0240'MARK NOT FOUND.
 BL0240
 BL0240                          STATION RECOVERY (2001)
 BL0240
 BL0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0240'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0240
 BL0240                          STATION RECOVERY (2001)
 BL0240
 BL0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0240'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0240
 BL0240                          STATION RECOVERY (2003)
 BL0240
 BL0240'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0863 ***********************************************************************
 BP0863  DESIGNATION -  PUCKETT
 BP0863  PID         -  BP0863
 BP0863  STATE/COUNTY-  TX/PECOS
 BP0863  USGS QUAD   -  ROCK HOUSE DRAW NE (1980)
 BP0863
 BP0863                         *CURRENT SURVEY CONTROL
 BP0863  ___________________________________________________________________
 BP0863* NAD 83(1993)-  30 40 21.28559(N)    102 35 03.95394(W)     ADJUSTED  
 BP0863* NAVD 88     -      1058.2    (meters)    3472.     (feet)  VERTCON   
 BP0863  ___________________________________________________________________
 BP0863  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 BP0863  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 BP0863
 BP0863  HORZ ORDER  -  FIRST
 BP0863
 BP0863.The horizontal coordinates were established by classical geodetic methods
 BP0863.and adjusted by the National Geodetic Survey in February 1996..
 BP0863
 BP0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0863
 BP0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0863
 BP0863.The geoid height was determined by GEOID03.
 BP0863
 BP0863;                    North         East     Units Scale Factor Converg.
 BP0863;SPC TX C     - 3,113,693.038   484,316.169   MT  0.99989811   -1 09 34.0
 BP0863;SPC TX C     -10,215,507.91  1,588,960.63   sFT  0.99989811   -1 09 34.0
 BP0863;UTM  13      - 3,395,805.933   731,422.059   MT  1.00026072   +1 13 58.1
 BP0863
 BP0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0863!SPC TX C     -   0.99983748  x   0.99989811  =   0.99973561
 BP0863!UTM  13      -   0.99983748  x   1.00026072  =   1.00009816
 BP0863
 BP0863|---------------------------------------------------------------------|
 BP0863| PID    Reference Object                     Distance      Geod. Az  |
 BP0863|                                                           dddmmss.s |
 BP0863| CI0242 PUCKETT RM 1                         28.660 METERS 02353     |
 BP0863| CH9577 HOCH                                               1364323.9 |
 BP0863| CI0243 PUCKETT RM 2                         38.219 METERS 29226     |
 BP0863|---------------------------------------------------------------------|
 BP0863
 BP0863                          SUPERSEDED SURVEY CONTROL
 BP0863
 BP0863  NAD 83(1986)-  30 40 21.27860(N)    102 35 03.94272(W) AD(       ) 1
 BP0863  NAD 27      -  30 40 20.69800(N)    102 35 02.40700(W) AD(       ) 1
 BP0863  NGVD 29 (07/19/86) 1057.9    (m)         3471.     (f) VERT ANG       
 BP0863
 BP0863.Superseded values are not recommended for survey control.
 BP0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0863.See file dsdata.txt to determine how the superseded data were derived.
 BP0863
 BP0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP3142295806(NAD 83)
 BP0863_MARKER: DS = TRIANGULATION STATION DISK
 BP0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0863
 BP0863  HISTORY     - Date     Condition        Report By
 BP0863  HISTORY     - 1935     MONUMENTED       CGS
 BP0863  HISTORY     - 1969     GOOD             USGS
 BP0863  HISTORY     - 1970     GOOD             USAF
 BP0863
 BP0863                          STATION DESCRIPTION
 BP0863
 BP0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0863'STATION IS 24 MILES AIRLINE SE OF FT. STOCKTON, TEXAS AND IS
 BP0863'LOCATED ON A SMOOTH RIDGE ON HIGHEST GROUND IN THE IMMEDIATE
 BP0863'VICINITY, ON LAND CONTROLLED BY PUCKETT BROTHERS.  IT IS 1.0
 BP0863'MILE NW OF A CAIRN WHICH MARKS A TRIANGULATION STATION HOCK
 BP0863'(U.S.G.S.), AND 3 MILES N OF A WINDMILL IN DRAW.  THE MARK
 BP0863'PROJECTS 5 INCHES.
 BP0863'
 BP0863'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 BP0863'SET IN CONCRETE.
 BP0863'
 BP0863'REFERENCE MARK NO. 1 IS N OF STATION AND PROJECTS 4 INCHES.
 BP0863'
 BP0863'REFERENCE MARK NO. 2 IS W OF STATION AND PROJECTS 8 INCHES.
 BP0863'
 BP0863'AZIMUTH MARK IS SE OF STATION.  A ROCK CAIRN, 4 FEET TALL,
 BP0863'MARKING U.S.G.S. TRIANGULATION STATION HOCK WAS USED AS AZIMUTH.
 BP0863'
 BP0863'STATION IS REACHED FROM THE PECOS COUNTY COURTHOUSE AT FORT
 BP0863'STOCKTON BY DRIVING SOUTHERLY ON STATE HIGHWAY 82 FOR 26.2
 BP0863'MILES TO INTERSECTION OF A LANE FROM THE N AND A SIGN READING
 BP0863'PUCKETT BROTHERS.  TURN NORTHERLY INTO THIS LANE AND GO 0.2 MILE
 BP0863'TO A RED BOARD GATE.  PASS THRU GATE AND FOLLOW ONLY ROAD
 BP0863'NORTHERLY AND EASTERLY FOR 2.4 MILES TO ANOTHER RED BOARD GATE.
 BP0863'DO NOT PASS THRU GATE BUT MAKE A U-TURN AND FOLLOW MAIN
 BP0863'TRAIL TO THE LEFT OR WESTERLY FOR 0.5 MILE TO FORKS.  TAKE RIGHT
 BP0863'FORK AND CONTINUE ON MAIN TRAIL 0.9 MILE TO A BOARD GATE.  PASS
 BP0863'THRU GATE AND FOLLOW TRAIL 0.3 MILE TO A WINDMILL.  PASS TO RIGHT
 BP0863'OF WINDMILL AND CONTINUE ON TRAIL 0.1 MILE TO FORKS.  TAKE
 BP0863'LEFT FORK AND GO 1.1 MILES TO EARTH TANK.  FROM HERE A DIM
 BP0863'TRAIL LEADS UP THE DRAW NORTHERLY TO TOP OF MESA.  FOLLOW
 BP0863'THIS TRAIL 1.2 MILES TO TOP OF MESA AND ROCK CAIRN MARKING
 BP0863'U.S.G.S. STATION HOCK.  FROM CAIRN FOLLOW DIM TRAIL
 BP0863'NORTHWESTERLY ACROSS SADDLE BETWEEN MESAS FOR 0.9 MILE TO
 BP0863'TOP OF SLIGHTLY HIGHER MESA AND STATION.  THE STATION BEARS
 BP0863'305 DEG MAGNETIC FROM THE ROCK CAIRN.
 BP0863'
 BP0863'A 10-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 BP0863
 BP0863                          STATION RECOVERY (1969)
 BP0863
 BP0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BP0863'STATION RECOVERED IN GOOD CONDITION.
 BP0863'
 BP0863'THE STATION IS LOCATED ON A MESA ABOUT 23 MILES, AIRLINE,
 BP0863'S.W. OF BAKERSFIELD, TEXAS.
 BP0863'
 BP0863'TO REACH--FROM THE JUNCTION OF U.S. HWY 285 AND 385-67 IN
 BP0863'FT. STOCKTON, TEXAS PROCEED S AND E ON U.S. HWY 285 FOR 26.6 MILES
 BP0863'TO A PAVED OIL FIELD ROAD.  TURN LEFT (N) ON PAVED ROAD FOR 4.7
 BP0863'MILES TO A CROSS-ROAD.  TURN LEFT (NNW) FOR 0.2 MILE TO A GATE.
 BP0863'CONTINUE THROUGH THE GATE TO ANOTHER GATE FOR 0.2 MILE.  GO
 BP0863'THROUGH THE GATE (W) FOR 0.7 MILE TO A Y-ROAD.  TAKE RIGHT FORK
 BP0863'(NW) TOWARD A WINDMILL 2.3 MILES.  TAKE LEFT FORK AT THE
 BP0863'WINDMILL FOR 0.75 MILE TO A Y-ROAD.  TAKE LEFT FORK AND THEN
 BP0863'THROUGH A GATE AND CROSS COUNTRY (NW) FOR 0.1 MILE TO
 BP0863'STATION SITE.
 BP0863'
 BP0863'STATION MARK--A USC AND GS BRONZE TABLET STAMPED PUCKETT, 1935
 BP0863'AND SET IN CONCRETE WHICH PROJECTS 5 INCHES ABOVE GROUND.
 BP0863'
 BP0863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FT. STOCKTON,
 BP0863'24 MILES S.E.
 BP0863
 BP0863                          STATION RECOVERY (1970)
 BP0863
 BP0863'RECOVERY NOTE BY US AIR FORCE 1970 (WHS)
 BP0863'PUCKETT, 1935-MAIN MARKER-GOOD CONDITION AS DESCRIBED IN
 BP0863'1935 BY WRP
 BP0863'
 BP0863'PUCKETT, 1935 R.M. 1-R.M. 1-GOOD CONDITION AS DESCRIBED IN
 BP0863'1935 BY W.R.P.
 BP0863'
 BP0863'PUCKETT, 1935 R.M. 2-R.M. 2-GOOD CONDITION AS DESCRIBED IN
 BP0863'1935 BY W.R.P.
 BP0863'
 BP0863'NO ATTEMPT WAS MADE TO LOCATE AZIMUTH MARK.
 BP0863'
 BP0863'R.M. 1 PROJECTS 8 INCHES INSTEAD OF 4 INCHES
 BP0863'
 BP0863'R.M. 2 PROJECTS 10 INCHES INSTEAD OF 8 INCHES
 BP0863'
 BP0863'ALL DISTANCES AND AZIMUTHS TO REFERENCE MARKS CORRECT AS
 BP0863'DESCRIBED IN 1935
 BP0863'
 BP0863'STATION PUCKETT IS LOCATED 24 MILES SE OF FORT STOCKTON AND 38
 BP0863'MILES N/NW OF SANDERSON ON A SMOOTH RIDGE OF HIGHEST GROUND
 BP0863'IN THE IMMEDIATE VICINITY.  THE STATION IS APPRX. 160 FEET
 BP0863'WEST OF A NW/SE FENCE LINE ON LAND CONTROLLED BY MR. JERRY
 BP0863'PUCKETT.
 BP0863'
 BP0863'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67,
 BP0863'290, 385 AND U.S. HIGHWAY 285 IN FORT STOCKTON, PROCEED SE ON
 BP0863'285 FOR 27.15 MILES TO A T INTERSECTION WITH BLACK TOP ROAD
 BP0863'ON LEFT MARKED BY SEVERAL COMPANY SIGNS.
 BP0863'
 BP0863'EXAMPLE--NORTHERN NATURAL GAS CO., TRANSWESTERN PIPELINE CO.,
 BP0863'PUCKETT PLANT 13 MI.
 BP0863'
 BP0863'TURN LEFT (EAST) AND CONTINUE FOR 2.45 MILES TO A T INTERSECTION
 BP0863'WITH GATE AND CATTLE GUARD ON LEFT.  TURN LEFT, THROUGH
 BP0863'CATTLE GUARD, AND PROCEED ON ROCKY ROAD FOR 1.45 MILES TO
 BP0863'INTERSECTION, CATTLE GUARD AND ANOTHER INTERSECTION.  TRAVEL
 BP0863'PAST INTERSECTION, OVER CATTLE GUARD AND TURN RIGHT (EAST) FOR
 BP0863'0.84 MILES TO A FORK IN ROAD.  TAKE LEFT FORK AND CONTINUE
 BP0863'NE, THEN NW, FOR 2.60 MILES TO A Y IN ROAD WITH WINDMILL.  TAKE
 BP0863'LEFT FORK FOR 0.8 MILES TO FENCE LINE AND GATE.  PROCEED
 BP0863'THROUGH GATE, LEAVING ROAD, AND TURN RIGHT FOLLOWING FENCE
 BP0863'LINE FOR 0.1 MILES.  STATION IS 160 FEET WEST OF THIS NW/SE
 BP0863'FENCE LINE ON RELATIVELY LEVEL GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0112 ***********************************************************************
 AW0112  DESIGNATION -  PUGH
 AW0112  PID         -  AW0112
 AW0112  STATE/COUNTY-  TX/BRAZORIA
 AW0112  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW0112
 AW0112                         *CURRENT SURVEY CONTROL
 AW0112  ___________________________________________________________________
 AW0112* NAD 83(1993)-  29 01 36.77967(N)    095 11 18.70028(W)     ADJUSTED  
 AW0112* NAVD 88     -         1.95   (+/-2cm)       6.4    (feet)  VERTCON   
 AW0112  ___________________________________________________________________
 AW0112  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AW0112  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AW0112
 AW0112  HORZ ORDER  -  SECOND
 AW0112  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0112
 AW0112.The horizontal coordinates were established by classical geodetic methods
 AW0112.and adjusted by the National Geodetic Survey in February 1996..
 AW0112
 AW0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0112.The vertical order pertains to the NGVD 29 superseded value.
 AW0112
 AW0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0112
 AW0112.The geoid height was determined by GEOID03.
 AW0112
 AW0112;                    North         East     Units Scale Factor Converg.
 AW0112;SPC TXSC     - 4,138,326.467   971,178.387   MT  0.99987760   +1 52 02.2
 AW0112;SPC TXSC     -13,577,159.42  3,186,274.42   sFT  0.99987760   +1 52 02.2
 AW0112;UTM  15      - 3,212,939.785   286,865.090   MT  1.00016060   -1 03 44.3
 AW0112
 AW0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0112!SPC TXSC     -   1.00000385  x   0.99987760  =   0.99988145
 AW0112!UTM  15      -   1.00000385  x   1.00016060  =   1.00016445
 AW0112
 AW0112|---------------------------------------------------------------------|
 AW0112| PID    Reference Object                     Distance      Geod. Az  |
 AW0112|                                                           dddmmss.s |
 AW0112| AW6803 SL 9 USE                             26.245 METERS 06440     |
 AW0112| AW6811 H 72 TX                             115.509 METERS 15331     |
 AW0112| AW0111 PUGH RM 1                            27.072 METERS 22943     |
 AW0112| AW6805 SL 10 USE                           APPROX. 1.5 KM 2303211.4 |
 AW0112|---------------------------------------------------------------------|
 AW0112
 AW0112                          SUPERSEDED SURVEY CONTROL
 AW0112
 AW0112  NAD 83(1986)-  29 01 36.78946(N)    095 11 18.68073(W) AD(       ) 2
 AW0112  NAD 27      -  29 01 35.91126(N)    095 11 17.92566(W) AD(       ) 2
 AW0112  NGVD 29 (??/??/92)    1.960  (m)            6.43   (f) ADJ UNCH    1 1
 AW0112
 AW0112.Superseded values are not recommended for survey control.
 AW0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0112.See file dsdata.txt to determine how the superseded data were derived.
 AW0112
 AW0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8686512940(NAD 83)
 AW0112_MARKER: DB = BENCH MARK DISK
 AW0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0112_SP_SET: CONCRETE POST
 AW0112_STAMPING: PUGH 1978
 AW0112_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0112+STABILITY: SURFACE MOTION
 AW0112
 AW0112  HISTORY     - Date     Condition        Report By
 AW0112  HISTORY     - 1978     MONUMENTED       NGS
 AW0112  HISTORY     - 1978     GOOD             NGS
 AW0112  HISTORY     - 1979     GOOD             NOS
 AW0112  HISTORY     - 1982     GOOD             NOS
 AW0112  HISTORY     - 20020427 MARK NOT FOUND   USPSQD
 AW0112  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW0112  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW0112
 AW0112                          STATION DESCRIPTION
 AW0112
 AW0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW0112'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF SURFSIDE,
 AW0112'6 MILES SOUTHWEST OF SAN LUIS PASS AND ON PROPERTY OWNED BY
 AW0112'JULIAN PUGH, BOX 38290, HOUSTON, TEXAS 77038.
 AW0112'
 AW0112'TO REACH FROM THE SOUTHWEST END OF THE TOLL BRIDGE OVER SAN
 AW0112'LUIS PASS, GO SOUTHWEST ON COUNTY ROAD 257 FOR 5.8 MILES TO
 AW0112'A GROUP OF TOWN HOUSES ON THE LEFT AND A SIGN ON THE RIGHT
 AW0112'(PEREQRINE TOWN HOUSES).  CONTINUE SOUTHWEST ON COUNTY ROAD
 AW0112'257 FOR 2.0 MILES TO A SIDE ROAD AND THE STATION ON THE
 AW0112'RIGHT.  CONTINUE SOUTHWEST FOR 0.9 MILE TO SL 10 USE ON THE RIGHT.
 AW0112'
 AW0112'THE STATION IS A STANDARD NGS DISK
 AW0112'STAMPED---PUGH 1978---,
 AW0112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0112'DIAMETER RECESSED 3 INCHES BELOW THE GROUND.  IT IS
 AW0112'76.0 FEET WEST-NORTHWEST FROM THE APPROXIMATE CENTER OF
 AW0112'COUNTY ROAD 257,
 AW0112'58.0 FEET NORTH-NORTHEAST FROM THE APPROXIMATE CENTER OF A
 AW0112'GRAVEL ROAD,
 AW0112'22.0 FEET NORTHEAST FROM A 24-INCH PALM TREE, AND
 AW0112'3.4 FEET SOUTH FROM A METAL WITNESS POST.
 AW0112'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AW0112'STAMPED---PUGH 1978---,
 AW0112'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE
 AW0112'GROUND.
 AW0112'
 AW0112'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AW0112'STAMPED---PUGH NO 1 1978---,
 AW0112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0112'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AW0112'68.5 FEET WEST-NORTHWEST FROM THE APPROXIMATE CENTER OF
 AW0112'COUNTY ROAD 257,
 AW0112'30.0 FEET SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 AW0112'GRAVEL ROAD,
 AW0112'8.6 FEET SOUTHEAST FROM AN 18-INCH PALM TREE, AND
 AW0112'1.0 FEET EAST-SOUTHEAST FROM A METAL WITNESS POST.
 AW0112'
 AW0112'REFERENCE MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK
 AW0112'STAMPED---SL 9 77---,
 AW0112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW0112'DIAMETER RECESSED 1 INCH ABOVE THE GROUND.  IT IS
 AW0112'57.5 FEET WEST-NORTHWEST FROM THE APPROXIMATE CENTER OF
 AW0112'COUNTY ROAD 257, 38.0 FEET SOUTH FROM AN 18-INCH PALM TREE,
 AW0112'AND 3.7 FEET EAST-SOUTHEAST FROM A POWERLINE POLE WITH
 AW0112'TRANSFORMER.
 AW0112'
 AW0112'AZIMUTH MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK
 AW0112'STAMPED---SL-10 77---,
 AW0112'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES
 AW0112'ON A SIDE FLUSH WITH THE GROUND.  IT IS
 AW0112'54.5 FEET SOUTHEAST FROM THE APPROXIMATE CENTER OF COUNTY
 AW0112'ROAD 257 AND 3.0 FEET NORTHWEST FROM A POWERLINE POLE.
 AW0112'
 AW0112'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.5 METERS.
 AW0112
 AW0112                          STATION RECOVERY (1978)
 AW0112
 AW0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0112'8.3 MI NE FROM SURFSIDE.
 AW0112'8.3 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AW0112'STATE HIGHWAY 332 IN SURFSIDE, 65 FT NORTHWEST OF THE CENTERLINE
 AW0112'OF THE HIGHWAY, 61 FT NORTHEAST OF A SHELL ROAD LEADING NORTHWEST,
 AW0112'20 FT NORTH OF A TELEPHONE JUNCTION BOX, 22 FT NORTHEAST OF A
 AW0112'24 INCH PALM TREE, 91 FT NORTHEAST OF PUGH NO. 1 1978.
 AW0112
 AW0112                          STATION RECOVERY (1979)
 AW0112
 AW0112'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW0112'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AW0112'SL 9 USE WAS NOT RECOVERED AND IS BELEIVED TO HAVE BEEN DESTROYED
 AW0112'BY DITCHING. THE DISTANCE AND DIRECTION TO REFERENCE MARK 1,
 AW0112'COMPARED FAVORABLY WITH THE 1978 OBSERVATIONS. THE MILAGES IN
 AW0112'THE TO REACH WERE FOUND TO BE IN ERROR AND A NEW TO REACH FOLLOWS.
 AW0112'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE
 AW0112'GO SOUTHWEST ON COUNTY ROAD 257 FOR 3.2 MILES TO A GROUP
 AW0112'OF TOWNHOUSES ON THE LEFT AND SIGN ON RIGHT PEREGRINE
 AW0112'TOWNHOUSES, CONTINUE SOUTHWEST ON COUNTY ROAD 257 FOR 2.1
 AW0112'MILES TO A SHELL ROAD RIGHT AND STATION ON THE RIGHT.
 AW0112'
 AW0112'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AW0112
 AW0112                          STATION RECOVERY (1982)
 AW0112
 AW0112'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW0112'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 AW0112'RHH IN 1979.
 AW0112
 AW0112                          STATION RECOVERY (2002)
 AW0112
 AW0112'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW0112'MARK NOT FOUND.
 AW0112
 AW0112                          STATION RECOVERY (2004)
 AW0112
 AW0112'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0112'MARK NOT FOUND.
 AW0112
 AW0112                          STATION RECOVERY (2005)
 AW0112
 AW0112'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0111 ***********************************************************************
 AW0111  DESIGNATION -  PUGH RM 1
 AW0111  PID         -  AW0111
 AW0111  STATE/COUNTY-  TX/BRAZORIA
 AW0111  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW0111
 AW0111                         *CURRENT SURVEY CONTROL
 AW0111  ___________________________________________________________________
 AW0111* NAD 83(1986)-  29 01 36.     (N)    095 11 19.     (W)     SCALED    
 AW0111* NAVD 88     -         1.93   (+/-2cm)       6.3    (feet)  VERTCON   
 AW0111  ___________________________________________________________________
 AW0111  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AW0111
 AW0111  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0111
 AW0111.The horizontal coordinates were scaled from a topographic map and have
 AW0111.an estimated accuracy of +/- 6 seconds.
 AW0111
 AW0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0111.The vertical order pertains to the NGVD 29 superseded value.
 AW0111
 AW0111.The geoid height was determined by GEOID03.
 AW0111
 AW0111;                    North         East    Units  Estimated Accuracy
 AW0111;SPC TXSC     - 4,138,300.      971,170.      MT  (+/- 180 meters Scaled)
 AW0111
 AW0111                          SUPERSEDED SURVEY CONTROL
 AW0111
 AW0111  NGVD 29 (??/??/92)    1.939  (m)            6.36   (f) ADJ UNCH    1 1
 AW0111
 AW0111.Superseded values are not recommended for survey control.
 AW0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0111.See file dsdata.txt to determine how the superseded data were derived.
 AW0111
 AW0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN868129(NAD 83)
 AW0111_MARKER: DB = BENCH MARK DISK
 AW0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0111_SP_SET: CONCRETE POST
 AW0111_STAMPING: PUGH NO. 1 1978
 AW0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0111+STABILITY: SURFACE MOTION
 AW0111
 AW0111  HISTORY     - Date     Condition        Report By
 AW0111  HISTORY     - 1978     MONUMENTED       NGS
 AW0111  HISTORY     - 1978     GOOD             NGS
 AW0111  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0111  HISTORY     - 20020427 MARK NOT FOUND   USPSQD
 AW0111  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW0111  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW0111
 AW0111                          STATION DESCRIPTION
 AW0111
 AW0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0111'8.3 MI NE FROM SURFSIDE.
 AW0111'8.3 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION
 AW0111'OF STATE HIGHWAY 332 IN SURFSIDE, 69 FT NORTHWEST OF THE CENTERLINE
 AW0111'OF THE HIGHWAY, 31 FT SOUTHWEST OF A SHELL ROAD LEADING NORTHWEST,
 AW0111'8.0 FT SOUTHEAST OF A 24 INCH PALM TREE, 91 FT SOUTHWEST OF
 AW0111'TRIANGULATION STATION PUGH.
 AW0111
 AW0111                          STATION RECOVERY (1989)
 AW0111
 AW0111'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0111'MARK NOT FOUND.
 AW0111
 AW0111                          STATION RECOVERY (2002)
 AW0111
 AW0111'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW0111'MARK NOT FOUND.
 AW0111
 AW0111                          STATION RECOVERY (2004)
 AW0111
 AW0111'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0111'MARK NOT FOUND.
 AW0111
 AW0111                          STATION RECOVERY (2005)
 AW0111
 AW0111'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1785 ***********************************************************************
 FL1785  DESIGNATION -  PULLMAN GRAIN ELEVATOR
 FL1785  PID         -  FL1785
 FL1785  STATE/COUNTY-  TX/POTTER
 FL1785  USGS QUAD   -  PULLMAN (1973)
 FL1785
 FL1785                         *CURRENT SURVEY CONTROL
 FL1785  ___________________________________________________________________
 FL1785* NAD 83(1993)-  35 11 47.94102(N)    101 42 35.79934(W)     ADJUSTED  
 FL1785* NAVD 88     -                                                        
 FL1785  ___________________________________________________________________
 FL1785  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 FL1785  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL1785
 FL1785  HORZ ORDER  -  THIRD
 FL1785
 FL1785.The horizontal coordinates were established by classical geodetic methods
 FL1785.and adjusted by the National Geodetic Survey in February 1996..
 FL1785
 FL1785
 FL1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1785
 FL1785.The geoid height was determined by GEOID03.
 FL1785
 FL1785;                    North         East     Units Scale Factor Converg.
 FL1785;SPC TX N     - 1,132,772.629   180,882.114   MT  0.99991829   -0 07 18.0
 FL1785;SPC TX N     - 3,716,438.20    593,444.07   sFT  0.99991829   -0 07 18.0
 FL1785;UTM  14      - 3,898,215.714   253,275.055   MT  1.00035027   -1 33 45.9
 FL1785
 FL1785                          SUPERSEDED SURVEY CONTROL
 FL1785
 FL1785  NAD 83(1993)-  35 11 47.94831(N)    101 42 35.79258(W) AD(       ) 4
 FL1785  NAD 83(1986)-  35 11 47.94841(N)    101 42 35.79012(W) AD(       ) 4
 FL1785  NAD 27      -  35 11 47.75500(N)    101 42 34.13800(W) AD(       ) 3
 FL1785
 FL1785.Superseded values are not recommended for survey control.
 FL1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1785.See file dsdata.txt to determine how the superseded data were derived.
 FL1785
 FL1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5327598216(NAD 83)
 FL1785_MARKER: 65 = GRAIN ELEVATOR
 FL1785
 FL1785  HISTORY     - Date     Condition        Report By
 FL1785  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1785  HISTORY     - 1956     SEE DESCRIPTION  USGS
 FL1785
 FL1785                          STATION DESCRIPTION
 FL1785
 FL1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1785'THE STATION IS LOCATED AT THE PULLMAN SIDING OF THE RAILROAD,
 FL1785'WHICH IS ABOUT 7 MILES EAST OF AMARILLO.  IT IS ABOUT 1/4
 FL1785'MILE NORTH OF U.S. HIGHWAY 287.
 FL1785'
 FL1785'THE ELEVATOR IS CONSTRUCTED OF REINFORCED CONCRETE AND IS ON
 FL1785'THE NORTH SIDE OF THE RAILROAD TRACKS.  THE CENTER OF THE
 FL1785'TOP OF ELEVATOR WAS THE POINT INTERSECTED.
 FL1785
 FL1785                          STATION RECOVERY (1956)
 FL1785
 FL1785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FL1785'THE ELEVATOR HAS BEEN ENLARGED AND THE TOP REMODELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0822 ***********************************************************************
 CC0822  DESIGNATION -  PUMP
 CC0822  PID         -  CC0822
 CC0822  STATE/COUNTY-  TX/LOVING
 CC0822  USGS QUAD   -  KYLE RANCH (1969)
 CC0822
 CC0822                         *CURRENT SURVEY CONTROL
 CC0822  ___________________________________________________________________
 CC0822* NAD 83(1993)-  31 53 56.91207(N)    103 39 48.24610(W)     ADJUSTED  
 CC0822* NAVD 88     -       937.5    (meters)    3076.     (feet)  VERTCON   
 CC0822  ___________________________________________________________________
 CC0822  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 CC0822  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CC0822
 CC0822  HORZ ORDER  -  SECOND
 CC0822
 CC0822.The horizontal coordinates were established by classical geodetic methods
 CC0822.and adjusted by the National Geodetic Survey in February 1996..
 CC0822
 CC0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0822
 CC0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0822
 CC0822.The geoid height was determined by GEOID03.
 CC0822
 CC0822;                    North         East     Units Scale Factor Converg.
 CC0822;SPC TX C     - 3,252,207.980   385,033.111   MT  1.00000428   -1 42 54.7
 CC0822;SPC TX C     -10,669,952.35  1,263,229.47   sFT  1.00000428   -1 42 54.7
 CC0822;SPC NM E     -    99,881.111   228,368.024   MT  0.99995860   +0 21 14.5
 CC0822;SPC NM E     -   327,693.28    749,237.43   sFT  0.99995860   +0 21 14.5
 CC0822;UTM  13      - 3,530,035.573   626,391.957   MT  0.99979702   +0 42 23.0
 CC0822
 CC0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0822!SPC TX C     -   0.99985684  x   1.00000428  =   0.99986112
 CC0822!SPC NM E     -   0.99985684  x   0.99995860  =   0.99981545
 CC0822!UTM  13      -   0.99985684  x   0.99979702  =   0.99965389
 CC0822
 CC0822|---------------------------------------------------------------------|
 CC0822| PID    Reference Object                     Distance      Geod. Az  |
 CC0822|                                                           dddmmss.s |
 CC0822| CI0244 PUMP RM 1                            15.288 METERS 09126     |
 CC0822| CI0245 PUMP RM 2                            18.526 METERS 18949     |
 CC0822| CC0823 SALADO                              APPROX. 6.7 KM 3555555.1 |
 CC0822|---------------------------------------------------------------------|
 CC0822
 CC0822                          SUPERSEDED SURVEY CONTROL
 CC0822
 CC0822  NAD 83(1993)-  31 53 56.91335(N)    103 39 48.24426(W) AD(       ) 2
 CC0822  NAD 83(1986)-  31 53 56.91329(N)    103 39 48.24390(W) AD(       ) 2
 CC0822  NAD 27      -  31 53 56.45782(N)    103 39 46.56692(W) AD(       ) 2
 CC0822  NGVD 29 (07/19/86)  937.0    (m)         3074.     (f) VERT ANG       
 CC0822
 CC0822.Superseded values are not recommended for survey control.
 CC0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0822.See file dsdata.txt to determine how the superseded data were derived.
 CC0822
 CC0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR2639230036(NAD 83)
 CC0822_MARKER: DD = SURVEY DISK
 CC0822_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0822+WITH SETTING: INFORMATION.
 CC0822_SP_SET: PREFABRICATED CONCRETE POST
 CC0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0822+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2006
 CC0822
 CC0822  HISTORY     - Date     Condition        Report By
 CC0822  HISTORY     - 1969     MONUMENTED       USGS
 CC0822  HISTORY     - 20060105 GOOD             DGC
 CC0822
 CC0822                          STATION DESCRIPTION
 CC0822
 CC0822'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (CHS)
 CC0822'THE STATION IS LOCATED NORTH 16 DEG WEST, ABOUT 14.5 MILES
 CC0822'AIRLINE FROM MENTONE, NORTH 69 DEG EAST, ABOUT 15.5 MILES
 CC0822'AIRLINE FROM ORLA, ON A HIGH SANDY RIDGE.  ABOUT 500 FEET
 CC0822'NORTH OF AN UNDERGROUND PIPELINE, AND 11.5 FEET EAST OF A USGS
 CC0822'WITNESS SIGN MOUNTED ON A METAL POST.
 CC0822'
 CC0822'TO REACH FROM THE LOVING COUNTY COURTHOUSE AT MENTONE, GO
 CC0822'14.4 MILES GENERALLY NORTH ALONG MAIN GRADED GRAVEL ROAD
 CC0822'TO CROSSING OF EAST-WEST PIPELINE.  TURN RIGHT (EAST) 0.8
 CC0822'MILE ON ROAD ALONG PIPELINE, THEN LEFT (NORTH) 0.1 MILE
 CC0822'ACROSS COUNTRY TO TOP OF RIDGE AND STATION.
 CC0822'
 CC0822'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CC0822'STEEL ROD DRIVEN TO 10 FEET.  CENTERED IN AN ORANGEBURG TILE,
 CC0822'FILLED WITH GRAVEL, 6 INCHES IN DIAMETER, 12 INCHES LONG.
 CC0822'TABLET IS SET FLUSH WITH GROUND AND STAMPED PUMP ET 1969.
 CC0822'
 CC0822'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CC0822'CRIMPED TO AN 18 INCH COPPER COATED STEEL ROD CEMENTED IN HOLE
 CC0822'DRILLED IN BEDROCK.  CENTERED IN AN ORANGEBURG TILE, FILLED WITH
 CC0822'GRAVEL, 6 INCHES IN DIAMETER, 12 INCHES LONG.  TABLET IS SET
 CC0822'FLUSH WITH GROUND AND STAMPED PUMP ET 1969 NO. 1.
 CC0822'
 CC0822'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CC0822'CRIMPED TO AN 18 INCH COPPER COATED STEEL ROD CEMENTED IN HOLE
 CC0822'DRILLED IN BEDROCK.  CENTERED IN AN ORANGEBURG TILE, FILLED
 CC0822'WITH GRAVEL, 6 INCHES IN DIAMETER, 12 INCHES LONG.  TABLET
 CC0822'IS SET FLUSH WITH GROUND AND STAMPED PUMP ET 1969 NO. 2.
 CC0822'
 CC0822'NO AZIMUTH MARK WAS SET.  ALL STATIONS WERE VISIBLE FROM GROUND.
 CC0822
 CC0822                          STATION RECOVERY (2006)
 CC0822
 CC0822'RECOVERY NOTE BY DAWSON GEOPHYSICAL 2006 (RR)
 CC0822'RECOVERED BY TOPOGRAPHIC MAP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1546 ***********************************************************************
 AE1546  DESIGNATION -  PUMP STATION TALL METAL STACK
 AE1546  PID         -  AE1546
 AE1546  STATE/COUNTY-  TX/HIDALGO
 AE1546  USGS QUAD   -  HIDALGO (1983)
 AE1546
 AE1546                         *CURRENT SURVEY CONTROL
 AE1546  ___________________________________________________________________
 AE1546* NAD 83(1993)-  26 06 18.15823(N)    098 16 23.93631(W)     ADJUSTED  
 AE1546* NAVD 88     -                                                        
 AE1546  ___________________________________________________________________
 AE1546  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AE1546  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AE1546
 AE1546  HORZ ORDER  -  THIRD
 AE1546
 AE1546.The horizontal coordinates were established by classical geodetic methods
 AE1546.and adjusted by the National Geodetic Survey in February 1996..
 AE1546
 AE1546
 AE1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1546
 AE1546.The geoid height was determined by GEOID03.
 AE1546
 AE1546;                    North         East     Units Scale Factor Converg.
 AE1546;SPC TX S     - 5,048,590.668   322,675.251   MT  1.00001609   +0 06 10.5
 AE1546;SPC TX S     -16,563,584.55  1,058,643.72   sFT  1.00001609   +0 06 10.5
 AE1546;UTM  14      - 2,887,519.637   572,661.278   MT  0.99966519   +0 19 11.2
 AE1546
 AE1546                          SUPERSEDED SURVEY CONTROL
 AE1546
 AE1546  NAD 83(1986)-  26 06 18.16430(N)    098 16 23.90097(W) AD(       ) 4
 AE1546  NAD 27      -  26 06 16.87781(N)    098 16 22.84848(W) AD(       ) 3
 AE1546
 AE1546.Superseded values are not recommended for survey control.
 AE1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1546.See file dsdata.txt to determine how the superseded data were derived.
 AE1546
 AE1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7266187520(NAD 83)
 AE1546_MARKER: 63 = STACK
 AE1546
 AE1546  HISTORY     - Date     Condition        Report By
 AE1546  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1546
 AE1546                          STATION DESCRIPTION
 AE1546
 AE1546'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1005 ***********************************************************************
 CD1005  DESIGNATION -  PUMPJACK
 CD1005  PID         -  CD1005
 CD1005  STATE/COUNTY-  TX/HUDSPETH
 CD1005  USGS QUAD   -  SALT FLAT (1984)
 CD1005
 CD1005                         *CURRENT SURVEY CONTROL
 CD1005  ___________________________________________________________________
 CD1005* NAD 83(1993)-  31 39 09.57994(N)    105 03 01.10957(W)     ADJUSTED  
 CD1005* NAVD 88     -      1275.     (meters)    4183.     (feet)  SCALED    
 CD1005  ___________________________________________________________________
 CD1005  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 CD1005  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CD1005
 CD1005  HORZ ORDER  -  FIRST
 CD1005
 CD1005.The horizontal coordinates were established by classical geodetic methods
 CD1005.and adjusted by the National Geodetic Survey in February 1996..
 CD1005
 CD1005.The orthometric height was scaled from a topographic map.
 CD1005
 CD1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1005
 CD1005.The geoid height was determined by GEOID03.
 CD1005
 CD1005;                    North         East     Units Scale Factor Converg.
 CD1005;SPC TX C     - 3,229,646.965   252,764.275   MT  0.99994617   -2 25 46.3
 CD1005;SPC TX C     -10,595,933.42    829,277.46   sFT  0.99994617   -2 25 46.3
 CD1005;UTM  13      - 3,501,937.948   495,230.294   MT  0.99960028   -0 01 35.0
 CD1005
 CD1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1005!SPC TX C     -   0.99980351  x   0.99994617  =   0.99974969
 CD1005!UTM  13      -   0.99980351  x   0.99960028  =   0.99940387
 CD1005
 CD1005:                Primary Azimuth Mark                     Grid Az
 CD1005:SPC TX C     -  EL PASO FORT WORTH AWY BCN 8 B           045 14 06.2
 CD1005:UTM  13      -  EL PASO FORT WORTH AWY BCN 8 B           042 49 54.9
 CD1005
 CD1005|---------------------------------------------------------------------|
 CD1005| PID    Reference Object                     Distance      Geod. Az  |
 CD1005|                                                           dddmmss.s |
 CD1005| CD0997 EL PASO FORT WORTH AWY BCN 8 B      APPROX.18.2 KM 0424819.9 |
 CD1005| CD0995 EL PASO FORT WORTH AWY BCN 9        APPROX.30.4 KM 0484635.5 |
 CD1005| CI0247 PUMPJACK RM 1                        15.903 METERS 08547     |
 CD1005| CI0248 PUMPJACK RM 2                        21.382 METERS 19035     |
 CD1005| CI0246 PUMPJACK AZ MK                                     2415828.4 |
 CD1005| CD1087 EL PASO FORT WORTH AWY BCN 3        APPROX.71.7 KM 2845924.2 |
 CD1005| CD1081 EL PASO FORT WORTH AWY BCN 4        APPROX.57.3 KM 2872719.7 |
 CD1005| CD1012 EL PASO FORT WORTH AWY BCN 6        APPROX.31.8 KM 2962638.2 |
 CD1005| CD1014 CERRO DIABLO PEAK                   APPROX.43.2 KM 3082639.5 |
 CD1005| CD1004 EL PASO FORT WORTH AWY BCN 8 A      APPROX.10.8 KM 3435927.1 |
 CD1005|---------------------------------------------------------------------|
 CD1005
 CD1005                          SUPERSEDED SURVEY CONTROL
 CD1005
 CD1005  NAD 83(1986)-  31 39 09.58153(N)    105 03 01.10775(W) AD(       ) 1
 CD1005  NAD 27      -  31 39 09.15900(N)    105 02 59.29500(W) AD(       ) 1
 CD1005
 CD1005.Superseded values are not recommended for survey control.
 CD1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1005.See file dsdata.txt to determine how the superseded data were derived.
 CD1005
 CD1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR9523001938(NAD 83)
 CD1005_MARKER: DS = TRIANGULATION STATION DISK
 CD1005_SETTING: 66 = SET IN ROCK OUTCROP
 CD1005
 CD1005  HISTORY     - Date     Condition        Report By
 CD1005  HISTORY     - 1934     MONUMENTED       CGS
 CD1005  HISTORY     - 1943     GOOD             CGS
 CD1005
 CD1005                          STATION DESCRIPTION
 CD1005
 CD1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1005'ON A LONG ROCKY BUTTE, LOCALLY KNOWN AS PUMPJACK BUTTE, LYING
 CD1005'ABOUT 5 MILES S OF SALT FLAT SERVICE STATION WHICH IS ON THE
 CD1005'CARLSBAD-EL PASO HIGHWAY.  IT IS ABOUT 1/4 MILE E OF THE W
 CD1005'END AND ABOUT 3/4 MILE W OF THE E END OF BUTTE, MIDWAY BETWEEN
 CD1005'THE N AND S SIDES.
 CD1005'
 CD1005'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 CD1005'DRILL HOLES IN OUTCROPPING BEDROCK.
 CD1005'
 CD1005'REFERENCE MARK 1 IS 52.23 FEET E OF THE STATION.
 CD1005'
 CD1005'REFERENCE MARK 2 IS 70.20 FEET S OF THE STATION.
 CD1005'
 CD1005'THE AZIMUTH MARK IS SW OF THE STATION ON THE FIRST RIM OF THE
 CD1005'FIRST ROUND-TOPPED HILL TO THE SW.
 CD1005'
 CD1005'A 4-FOOT STAND CLEARS ALL LINES.
 CD1005
 CD1005                          STATION RECOVERY (1943)
 CD1005
 CD1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD1005'STATION IS ON A LONG ROCKY BUTTE, LOCALLY KNOWN AS PUMPJACK
 CD1005'BUTTE, LYING ABOUT 5 MILES S OF THE SALT FLAT SERVICE STATION
 CD1005'WHICH IS ON THE CARLSBAD-EL PASO HIGHWAY.  THE STATION IS ABOUT
 CD1005'1/4 MILE E OF THE W END AND ABOUT 3/4 MILE W OF THE E END
 CD1005'OF THE BUTTE, MIDWAY BETWEEN THE N AND S SIDES.
 CD1005'
 CD1005'ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CD1005'
 CD1005'WATER IN SALT FLAT.  SUPPLIES IN EL PASO.
 CD1005'
 CD1005'TO REACH FROM THE SALT FLAT SERVICE STATION GO E ON HIGHWAY
 CD1005'62 FOR 0.15 MILE, TURN RIGHT THROUGH GATE AND GO SE ON MAIN-TRAVELED
 CD1005'ROAD FOR 6.1 MILES TO THE WELL AND SHACKS KNOWN AS THE MORRISON
 CD1005'RANCH.  HERE BEAR RIGHT ALONG VERY DIM TRACKS AROUND BASE OF
 CD1005'HILLS AND CONTINUE SW UP VALLEY FOR 1.6 MILES.  FROM THIS
 CD1005'POINT TURN LEFT OFF TRACK ROAD AND GO CROSS COUNTRY FOR 0.2
 CD1005'MILE TO BASE OF MESA AND THE END OF TRUCK TRAVEL.  HERE PACK
 CD1005'UP STEEP SLOPE TO TOP AND BEAR LEFT SE ABOUT 1/4 MILE TO
 CD1005'STATION.  ABOUT A 30-MINUTE PACK.
 CD1005'
 CD1005'A 7-FOOT STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0995 ***********************************************************************
 EM0995  DESIGNATION -  PUNKIN
 EM0995  PID         -  EM0995
 EM0995  STATE/COUNTY-  TX/HARDEMAN
 EM0995  USGS QUAD   -  CACTUS CREEK (1990)
 EM0995
 EM0995                         *CURRENT SURVEY CONTROL
 EM0995  ___________________________________________________________________
 EM0995* NAD 83(1993)-  34 13 43.02114(N)    099 54 42.18376(W)     ADJUSTED  
 EM0995* NAVD 88     -       519.     (meters)    1703.     (feet)  SCALED    
 EM0995  ___________________________________________________________________
 EM0995  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 EM0995  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 EM0995
 EM0995  HORZ ORDER  -  SECOND
 EM0995
 EM0995.The horizontal coordinates were established by classical geodetic methods
 EM0995.and adjusted by the National Geodetic Survey in February 1996..
 EM0995
 EM0995.The orthometric height was scaled from a topographic map.
 EM0995
 EM0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0995
 EM0995.The geoid height was determined by GEOID03.
 EM0995
 EM0995;                    North         East     Units Scale Factor Converg.
 EM0995;SPC TXNC     - 2,284,991.334   469,922.235   MT  1.00008360   -0 46 11.8
 EM0995;SPC TXNC     - 7,496,675.73  1,541,736.53   sFT  1.00008360   -0 46 11.8
 EM0995;UTM  14      - 3,787,880.863   416,029.760   MT  0.99968691   -0 30 46.3
 EM0995
 EM0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0995!SPC TXNC     -   0.99992296  x   1.00008360  =   1.00000655
 EM0995!UTM  14      -   0.99992296  x   0.99968691  =   0.99960989
 EM0995
 EM0995:                Primary Azimuth Mark                     Grid Az
 EM0995:SPC TXNC     -  PUNKIN AZ MK                             038 30 37.1
 EM0995:UTM  14      -  PUNKIN AZ MK                             038 15 11.6
 EM0995
 EM0995|---------------------------------------------------------------------|
 EM0995| PID    Reference Object                     Distance      Geod. Az  |
 EM0995|                                                           dddmmss.s |
 EM0995| CX7993 PUNKIN AZ MK                                       0374425.3 |
 EM0995| EM1000 ACME GEORGIA PAC CORP TANK          APPROX.12.9 KM 0392846.5 |
 EM0995| CX7994 PUNKIN RM 1                          13.279 METERS 04645     |
 EM0995| EM0980 QUANAH RAD STA KOLJ MAST            APPROX.17.9 KM 0573228.5 |
 EM0995| EM0998 QUANAH PANHANDLE CO TANK            APPROX.16.4 KM 0601513.8 |
 EM0995| EM0975 QUANAH COURTHOUSE CUPOLA            APPROX.17.5 KM 0641049.6 |
 EM0995| EM0997 QUANAH MUNICIPAL TANK               APPROX.16.4 KM 0642558.8 |
 EM0995| EM0979 QUANAH TV SYSTEM MAST               APPROX.18.3 KM 0655927.9 |
 EM0995| CX7995 PUNKIN RM 2                          16.120 METERS 14456     |
 EM0995| EM0992 SPRING                              APPROX.15.0 KM 1972313.8 |
 EM0995|---------------------------------------------------------------------|
 EM0995
 EM0995                          SUPERSEDED SURVEY CONTROL
 EM0995
 EM0995  NAD 83(1993)-  34 13 43.02163(N)    099 54 42.18391(W) AD(       ) 2
 EM0995  NAD 83(1986)-  34 13 43.02715(N)    099 54 42.17583(W) AD(       ) 2
 EM0995  NAD 27      -  34 13 42.75941(N)    099 54 40.80798(W) AD(       ) 2
 EM0995
 EM0995.Superseded values are not recommended for survey control.
 EM0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0995.See file dsdata.txt to determine how the superseded data were derived.
 EM0995
 EM0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC1603087881(NAD 83)
 EM0995_MARKER: DS = TRIANGULATION STATION DISK
 EM0995_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EM0995_STAMPING: PUNKIN 1967
 EM0995_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0995
 EM0995  HISTORY     - Date     Condition        Report By
 EM0995  HISTORY     - 1967     MONUMENTED       CGS
 EM0995  HISTORY     - 1969     GOOD             CGS
 EM0995  HISTORY     - 19971205 GOOD             TXDOT
 EM0995
 EM0995                          STATION DESCRIPTION
 EM0995
 EM0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0995'THE STATION IS ABOUT 11 MILES SOUTHWEST OF QUANAH, 7-1/2 MILES SOUTH
 EM0995'OF GOODLETT, 4-1/4 MILES SOUTH-SOUTHWEST OF PUNKIN CENTER AND ON
 EM0995'PROPERTY OWNED BY E.O. YOUNGBLOOD WHO LIVES IN VERNON TEXAS.  A
 EM0995'CARETAKER LIVES AT THE RANCH HOUSE NEAR THE STATION.
 EM0995'
 EM0995'TO REACH THE STATION FROM THE POST OFFICE IN GOODLETT, GO SOUTHEAST
 EM0995'ON U.S. HIGHWAY 287 FOR 0.3 MILE.  TURN RIGHT AND GO SOUTH ON FARM
 EM0995'ROAD 2363 FOR 3.2 MILES TO ITS JUNCTION WITH FARM ROAD 104.
 EM0995'CONTINUE SOUTH ON FARM ROAD 2363 FOR 2.0 MILES TO A CROSSROAD.  TURN
 EM0995'RIGHT AND GO WEST ON A DIRT ROAD FOR 1.4 MILES TO A SIDE ROAD LEFT
 EM0995'AT A CATTLE GUARD.  TURN LEFT, CROSS THE CATTLE GUARD AND GO SOUTH
 EM0995'ON A DIRT ROAD FOR 0.45 MILE TO A RANCH HOUSE ON THE RIGHT.  CROSS A
 EM0995'CATTLE GUARD, KEEP TO THE LEFT OF THE HOUSE AND A BARN AND FOLLOW
 EM0995'A TRACK ROAD SOUTH FOR 0.55 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 EM0995'CONTINUE SOUTH FOR 0.1 MILE TO A CATTLE GUARD.  CROSS THE CATTLE
 EM0995'GUARD AND CONTINUE SOUTH ON THE TRACK ROAD FOR 0.3 MILE TO A
 EM0995'GATE.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, PASS THROUGH THE
 EM0995'GATE, TURN LEFT AND GO SOUTHEASTERLY ON A TRACK ROAD FOR
 EM0995'0.25 MILE TO THE AZIMUTH MARK AT A METAL BUILDING.) PASS THROUGH
 EM0995'THE GATE, TURN RIGHT AND GO WEST ON A TRACK ROAD FOR 0.1 MILE TO A
 EM0995'DIM FORK.  TAKE THE LEFT FORK AND GO SOUTHERLY ON THE DIM TRACK
 EM0995'ROAD FOR 0.65 MILE TO THE TOP OF A LOW RIDGE.  BEAR LEFT AND
 EM0995'FOLLOW THE DIM TRACK ROAD EASTERLY FOR 0.15 MILE TO THE STATION MARK
 EM0995'ON THE HIGHEST POINT OF THE RIDGE.
 EM0995'
 EM0995'THE STATION MARK IS A STANDARD DISK STAMPED PUNKIN 1967, SET IN THE
 EM0995'TOP OF AN IRREGULAR MASS OF CONCRETE, THAT IS 1-1/2 BY 2-1/2 FEET
 EM0995'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 10.1 FEET SOUTH OF A
 EM0995'WITNESS POST.  THE UNDERGROUND MARK IS SET 16 INCHES BELOW THE
 EM0995'GROUND SURFACE.
 EM0995'
 EM0995'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PUNKIN NO 1 1967, SET IN
 EM0995'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0995'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 35.3 FEET
 EM0995'NORTHEAST OF THE WITNESS POST AND THE SAME ELEVATION AS THE STATION
 EM0995'MARK.
 EM0995'
 EM0995'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PUNKIN NO 2 1967, SET IN
 EM0995'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0995'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 60.4 FEET
 EM0995'SOUTHEAST OF THE WITNESS POST AND THE SAME ELEVATION AS THE STATION
 EM0995'MARK.
 EM0995'
 EM0995'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PUNKIN 1967, SET IN THE
 EM0995'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EM0995'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 43.0 FEET NORTH OF THE
 EM0995'CENTERLINE OF A TRACK ROAD, 4.9 FEET WEST OF A WITNESS POST AND
 EM0995'1.1 FEET SOUTH OF A CORRAL THAT IS CONNECTED TO THE METAL
 EM0995'BUILDING.
 EM0995
 EM0995                          STATION RECOVERY (1969)
 EM0995
 EM0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0995'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 EM0995'RECOVERED IN GOOD CONDITION.  THE 1967 DESCRIPTION IS ADEQUATE.
 EM0995'
 EM0995'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/4 MILES
 EM0995'SOUTH-SOUTHWEST OF PUNKIN CENTER.
 EM0995
 EM0995                          STATION RECOVERY (1997)
 EM0995
 EM0995'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (RHB)
 EM0995'RECOVERED PUNKIN, RM 1, RM 2 AND AZ MK IN EXCELLENT CONDITION.  THE
 EM0995'AZIMUTH MARK IS 3634.02 FT (1107.65 M) FROM PUNKIN AND IS LOCATED 4.9
 EM0995'FT (1.5 M) EESE FROM A 4 INCH IRON POST AT THE SW CORNER OF IRON PIPE
 EM0995'PENS.  RM 1 WAS RECOVERED 43.61 FT (13.29 M) N 47 DEGREE 30 FT (9.1 M)
 EM0995'E GRID NAD83 AND RM 2 WAS RECOVERED 52.92 FT (16.13 M) S 34 DEGREES 16
 EM0995'FT (4.9 M) E GRID NAD83 FROM PUNKIN.  A NEW RADIO ANTENNA TOWER BEARS
 EM0995'677.3 FT (206.4 M) S 24 DEGREES 50 FT (15.2 M) 4 INCHES W GRID NAD83
 EM0995'FROM PUNKIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0768 ***********************************************************************
 CV0768  DESIGNATION -  PUNKIN CENTER MICROWAVE TOWER
 CV0768  PID         -  CV0768
 CV0768  STATE/COUNTY-  TX/DAWSON
 CV0768  USGS QUAD   -  PUNKIN CENTER (1969)
 CV0768
 CV0768                         *CURRENT SURVEY CONTROL
 CV0768  ___________________________________________________________________
 CV0768* NAD 83(1993)-  32 51 06.18095(N)    102 03 01.10175(W)     ADJUSTED  
 CV0768* NAVD 88     -                                                        
 CV0768  ___________________________________________________________________
 CV0768  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 CV0768  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CV0768
 CV0768  HORZ ORDER  -  THIRD
 CV0768
 CV0768.The horizontal coordinates were established by classical geodetic methods
 CV0768.and adjusted by the National Geodetic Survey in February 1996..
 CV0768
 CV0768
 CV0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0768
 CV0768.The geoid height was determined by GEOID03.
 CV0768
 CV0768;                    North         East     Units Scale Factor Converg.
 CV0768;SPC TXNC     - 2,137,024.434   267,762.173   MT  0.99987868   -1 56 10.7
 CV0768;SPC TXNC     - 7,011,221.00    878,483.06   sFT  0.99987868   -1 56 10.7
 CV0768;UTM  13      - 3,638,705.312   776,058.675   MT  1.00053979   +1 36 04.0
 CV0768;UTM  14      - 3,638,973.114   214,521.522   MT  1.00060503   -1 39 20.9
 CV0768
 CV0768                          SUPERSEDED SURVEY CONTROL
 CV0768
 CV0768  NAD 83(1986)-  32 51 06.18926(N)    102 03 01.09320(W) AD(       ) 4
 CV0768  NAD 27      -  32 51 05.82761(N)    102 02 59.49710(W) AD(       ) 3
 CV0768
 CV0768.Superseded values are not recommended for survey control.
 CV0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0768.See file dsdata.txt to determine how the superseded data were derived.
 CV0768
 CV0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS7605938705(NAD 83)
 CV0768_MARKER: 45 = MICROWAVE TOWER
 CV0768
 CV0768  HISTORY     - Date     Condition        Report By
 CV0768  HISTORY     - 1968     FIRST OBSERVED   USGS
 CV0768
 CV0768                          STATION DESCRIPTION
 CV0768
 CV0768'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0768'THE STATION IS LOCATED 0.2 MILE NORTH OF THE COTTON GIN AT
 CV0768'PUNKIN CENTER, TEXAS.  THE STATION IS ABOUT 500 FEET SOUTH OF
 CV0768'EAST-WEST GRADED ROAD AND 200 FEET EAST OF NORTH-SOUTH SURFACED
 CV0768'ROAD.  THIS IS A POKAHAMBRO RURAL TELEPHONE CO-OP TOWER.
 CV0768'
 CV0768'STATION MARK--A 300 FOOT HIGH RED AND WHITE TRIANGULAR STEEL
 CV0768'TRUSS ANTENNA.
 CV0768'
 CV0768'POINT SIGHTED WAS THE CENTERLINE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0434 ***********************************************************************
 FM0434  DESIGNATION -  PUNTA DE AGUA
 FM0434  PID         -  FM0434
 FM0434  STATE/COUNTY-  TX/HARTLEY
 FM0434  USGS QUAD   -  PROCTOR RANCH (1971)
 FM0434
 FM0434                         *CURRENT SURVEY CONTROL
 FM0434  ___________________________________________________________________
 FM0434* NAD 83(1993)-  35 40 02.37132(N)    102 31 48.66082(W)     ADJUSTED  
 FM0434* NAVD 88     -      1135.489  (meters)    3725.35   (feet)  ADJUSTED  
 FM0434  ___________________________________________________________________
 FM0434  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 FM0434  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 FM0434  DYNAMIC HT  -        1134.161 (meters)    3720.99  (feet)  COMP
 FM0434  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 FM0434
 FM0434  HORZ ORDER  -  FIRST
 FM0434  VERT ORDER  -  SECOND    CLASS 0
 FM0434
 FM0434.The horizontal coordinates were established by classical geodetic methods
 FM0434.and adjusted by the National Geodetic Survey in February 1996..
 FM0434
 FM0434.The orthometric height was determined by differential leveling
 FM0434.and adjusted by the National Geodetic Survey in June 1991..
 FM0434
 FM0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0434
 FM0434.The geoid height was determined by GEOID03.
 FM0434
 FM0434.The dynamic height is computed by dividing the NAVD 88
 FM0434.geopotential number by the normal gravity value computed on the
 FM0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0434.degrees latitude (g = 980.6199 gals.).
 FM0434
 FM0434.The modeled gravity was interpolated from observed gravity values.
 FM0434
 FM0434;                    North         East     Units Scale Factor Converg.
 FM0434;SPC TX N     - 1,185,454.440   106,735.428   MT  0.99992032   -0 35 49.3
 FM0434;SPC TX N     - 3,889,278.44    350,181.15   sFT  0.99992032   -0 35 49.3
 FM0434;UTM  13      - 3,949,861.442   723,552.172   MT  1.00021588   +1 26 26.5
 FM0434
 FM0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0434!SPC TX N     -   0.99982575  x   0.99992032  =   0.99974608
 FM0434!UTM  13      -   0.99982575  x   1.00021588  =   1.00004159
 FM0434
 FM0434|---------------------------------------------------------------------|
 FM0434| PID    Reference Object                     Distance      Geod. Az  |
 FM0434|                                                           dddmmss.s |
 FM0434| FM0435 PUNTA DE AGUA RM 1                   46.561 METERS 04906     |
 FM0434| FM0869 CHANNING SW PUB SER CO TANK         APPROX.18.1 KM 0825627.8 |
 FM0434| FM0436 PUNTA DE AGUA RM 2                   30.904 METERS 13739     |
 FM0434| FM0903 AIRWAY BEACON 92                    APPROX.50.5 KM 1700517.9 |
 FM0434| CJ7383 PUNTA DE AGUA AZ MK                                2282133.6 |
 FM0434|---------------------------------------------------------------------|
 FM0434
 FM0434                          SUPERSEDED SURVEY CONTROL
 FM0434
 FM0434  NAD 83(1993)-  35 40 02.37211(N)    102 31 48.65819(W) AD(       ) 1
 FM0434  NAD 83(1993)-  35 40 02.37935(N)    102 31 48.65162(W) AD(       ) 1
 FM0434  NAD 83(1986)-  35 40 02.37930(N)    102 31 48.65185(W) AD(       ) 1
 FM0434  NAD 27      -  35 40 02.22600(N)    102 31 46.91900(W) AD(       ) 1
 FM0434  NGVD 29 (??/??/92) 1134.966  (m)         3723.63   (f) ADJ UNCH    2 0
 FM0434
 FM0434.Superseded values are not recommended for survey control.
 FM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0434.See file dsdata.txt to determine how the superseded data were derived.
 FM0434
 FM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2355249861(NAD 83)
 FM0434_MARKER: DS = TRIANGULATION STATION DISK
 FM0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0434_STAMPING: PUTADE AGUA 1934
 FM0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0434+STABILITY: SURFACE MOTION
 FM0434
 FM0434  HISTORY     - Date     Condition        Report By
 FM0434  HISTORY     - 1934     MONUMENTED       CGS
 FM0434  HISTORY     - 1943     GOOD             NGS
 FM0434  HISTORY     - 1953     GOOD             CGS
 FM0434
 FM0434                          STATION DESCRIPTION
 FM0434
 FM0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0434'STATION IS ABOUT 13 MILES W OF CHANNING AND IS IN APPROXIMATE
 FM0434'SEC. 19, C.R. BLOCK 22.  IT IS ON A HIGH POINT OF PASTURE LAND
 FM0434'WHICH RUNS OUT NORTHEASTERLY AND DROPS OFF SHARPLY TO THE PUNTA
 FM0434'DE AGUA CREEK ABOUT 1-1/2 MILES TO THE NE.  THE STATION IS 69
 FM0434'FEET N OF THE CENTER OF THE ROAD, 43 FEET N OF THE FENCE ON THE
 FM0434'N SIDE OF THE ROAD.  THE MARK PROJECTS 14 INCHES.
 FM0434'
 FM0434'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0434'BRONZE DISKS SET IN CONCRETE.
 FM0434'
 FM0434'REFERENCE MARK NO. 1 IS E OF THE STATION, 28 FEET N OF THE
 FM0434'CENTER OF THE ROAD AND PROJECTS 14 INCHES.
 FM0434'
 FM0434'REFERENCE MARK NO. 2 IS S OF THE STATION, 32 FEET S OF THE CENTER
 FM0434'OF THE ROAD, 1 FOOT N OF THE FENCE ON THE S SIDE OF THE ROAD AND
 FM0434'PROJECTS 14 INCHES.
 FM0434'
 FM0434'AZIMUTH MARK IS ABOUT 0.45 MILE SW OF THE STATION.  IT IS 32
 FM0434'FEET N OF THE CENTER OF THE ROAD, 1-1/2 FEET N OF THE FENCE, 5
 FM0434'FEET E OF A CORNER POST AND PROJECTS 12 INCHES.
 FM0434'
 FM0434'STATION IS REACHED FROM CHANNING BY GOING N FROM THE DEPOT 0.5
 FM0434'MILE ON U.S. HIGHWAY 385.  TURN W ON THE ROMERO ROAD AND GO
 FM0434'13.8 MILES FOLLOWING THE MAIN GRADED ROAD ALL THE WAY.  CROSS
 FM0434'THE FENCE ON THE N SIDE OF THE ROAD AND GO 43 FEET TO THE STATION.
 FM0434'
 FM0434'A 15-FOOT STAND WAS ERECTED.
 FM0434
 FM0434                          STATION RECOVERY (1943)
 FM0434
 FM0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0434'14.1 MI NW FROM CHANNING.
 FM0434'THIS MARK IS ABOUT 0.5 MILE NORTH AND 13.6 MILES WEST ALONG GRADED
 FM0434'ROADS FROM THE POST OFFICE AT CHANNING, HARTLEY COUNTY, 1.0 MILE WEST
 FM0434'OF A ROAD RUNNING NORTH TO A WHITE BUNGALOW, SET ON THE SUMMIT OF A
 FM0434'LONG HILL, AND BETWEEN TWO VALLEYS, 43.0 FEET NORTH OF THE NORTH
 FM0434'RIGHT-OF-WAY FENCE, 71.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 FM0434'PROJECTING ABOUT 12-INCHES ABOVE GROUND.
 FM0434
 FM0434                          STATION RECOVERY (1953)
 FM0434
 FM0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0434'STATION FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 FM0434'THE ROMERO ROAD HAS BEEN CHARGED TO FARM ROAD 767 AND HAS BEEN
 FM0434'REROUTED ABOUT 1/2 MILE TO THE SOUTH.  A COMPLETE DESCRIPTION
 FM0434'FOLLOWS.
 FM0434'
 FM0434'STATION IS LOCATED, AIRLINE, ABOUT 17 MILES SOUTHWEST OF HARTLEY,
 FM0434'13 MILES WEST OF CHANNING AND NEAR THE EAST END OF FLAT TABLE LAND
 FM0434'WHICH DROPS OFF SHARPLY TO THE PUNTA DE AGUA CREEK.  IT IS
 FM0434'ABOUT 0.3 MILE NORTH OF FARM ROAD 767.
 FM0434'
 FM0434'STATION MARK, STAMPED PUNTA DE AGUA 1934, IS A STANDARD DISK
 FM0434'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FM0434'10 INCHES.  IT IS 70.2 FEET WEST NORTHWEST OF THE CENTERLINE
 FM0434'OF THE OLD ROMERO ROAD AND 7.8 FEET WEST OF A WITNESS POST.
 FM0434'
 FM0434'REFERENCE MARK NUMBER 1, STAMPED PUNTA DE AGUA NO 1 1934, IS
 FM0434'A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST,
 FM0434'PROJECTING 8 INCHES AND AT THE SAME ELEVATION AS THE STATION.
 FM0434'IT IS 57.0 FEET WEST OF THE CENTERLINE OF THE OLD ROAD.
 FM0434'
 FM0434'REFERENCE MARK NUMBER 2, STAMPED PUNTA DE AGUA NO 2 1934, IS
 FM0434'A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST,
 FM0434'PROJECTING 8 INCHES AND 3 FEET LOWER THAN THE STATION.  IT IS
 FM0434'34.0 FEET EAST OF THE CENTERLINE OF THE OLD ROAD.
 FM0434'
 FM0434'AZIMUTH MARK, STAMPED PUNTA DE AGUA 1934 AZIMUTH, IS A STANDARD
 FM0434'REFERENCE MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE POST
 FM0434'THAT PROJECTS 10 INCHES.  IT IS 51.0 FEET SOUTH OF THE CENTERLINE
 FM0434'OF FARM ROAD 767, 40.0 FEET EAST OF A GATE AND 3.0 FEET NORTH
 FM0434'OF A FENCE LINE.
 FM0434'
 FM0434'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST IN CHANNING,
 FM0434'GO WEST ON FARM ROAD 767 FOR 12.7 MILES TO THE TOP OF THE FLAT
 FM0434'TABLE LAND, A WIRE GATE AND THE AZIMUTH MARK ON THE LEFT.  TURN
 FM0434'RIGHT THROUGH THE WIRE GATE, TURN RIGHT, ALONG THE FENCE LINE
 FM0434'AND GO 0.15 MILE TO WHERE THE OLD ROAD COMES IN ON THE LEFT.
 FM0434'BEAR LEFT ON THE OLD ROAD AND GO 0.35 MILE TO THE STATION ON THE
 FM0434'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0435 ***********************************************************************
 FM0435  DESIGNATION -  PUNTA DE AGUA RM 1
 FM0435  PID         -  FM0435
 FM0435  STATE/COUNTY-  TX/HARTLEY
 FM0435  USGS QUAD   -  PROCTOR RANCH (1971)
 FM0435
 FM0435                         *CURRENT SURVEY CONTROL
 FM0435  ___________________________________________________________________
 FM0435* NAD 83(1986)-  35 40 02.     (N)    102 31 46.     (W)     SCALED    
 FM0435* NAVD 88     -      1135.340  (meters)    3724.86   (feet)  ADJUSTED  
 FM0435  ___________________________________________________________________
 FM0435  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 FM0435  DYNAMIC HT  -        1134.013 (meters)    3720.51  (feet)  COMP
 FM0435  MODELED GRAV-     979,425.3   (mgal)                       NAVD 88
 FM0435
 FM0435  VERT ORDER  -  SECOND    CLASS 0
 FM0435
 FM0435.The horizontal coordinates were scaled from a topographic map and have
 FM0435.an estimated accuracy of +/- 6 seconds.
 FM0435
 FM0435.The orthometric height was determined by differential leveling
 FM0435.and adjusted by the National Geodetic Survey in June 1991..
 FM0435
 FM0435.The geoid height was determined by GEOID03.
 FM0435
 FM0435.The dynamic height is computed by dividing the NAVD 88
 FM0435.geopotential number by the normal gravity value computed on the
 FM0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0435.degrees latitude (g = 980.6199 gals.).
 FM0435
 FM0435.The modeled gravity was interpolated from observed gravity values.
 FM0435
 FM0435;                    North         East    Units  Estimated Accuracy
 FM0435;SPC TX N     - 1,185,440.      106,800.      MT  (+/- 180 meters Scaled)
 FM0435
 FM0435                          SUPERSEDED SURVEY CONTROL
 FM0435
 FM0435  NGVD 29 (??/??/92) 1134.82   (m)         3723.2    (f) COMPUTED    2 0
 FM0435
 FM0435.Superseded values are not recommended for survey control.
 FM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0435.See file dsdata.txt to determine how the superseded data were derived.
 FM0435
 FM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV236498(NAD 83)
 FM0435_MARKER: DR = REFERENCE MARK DISK
 FM0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0435_STAMPING: PUNTADE AGUA NO 1 1934
 FM0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0435+STABILITY: SURFACE MOTION
 FM0435
 FM0435  HISTORY     - Date     Condition        Report By
 FM0435  HISTORY     - 1934     MONUMENTED       CGS
 FM0435  HISTORY     - 1943     GOOD             NGS
 FM0435
 FM0435                          STATION DESCRIPTION
 FM0435
 FM0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FM0435'14.1 MI NW FROM CHANNING.
 FM0435'THIS MARK IS ABOUT 0.5 MILE NORTH AND 13.6 MILES WEST ALONG GRADED
 FM0435'ROADS FROM THE POST OFFICE AT CHANNING, SET ON THE SUMMIT OF A HILL,
 FM0435'153 FEET EAST OF THE STATION, 29.0 FEET NORTH OF THE NORTH
 FM0435'RIGHT-OF-WAY FENCE, 59.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 FM0435'PROJECTING ABOUT 6-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0436 ***********************************************************************
 FM0436  DESIGNATION -  PUNTA DE AGUA RM 2
 FM0436  PID         -  FM0436
 FM0436  STATE/COUNTY-  TX/HARTLEY
 FM0436  USGS QUAD   -  PROCTOR RANCH (1971)
 FM0436
 FM0436                         *CURRENT SURVEY CONTROL
 FM0436  ___________________________________________________________________
 FM0436* NAD 83(1986)-  35 40 01.     (N)    102 31 47.     (W)     SCALED    
 FM0436* NAVD 88     -      1134.533  (meters)    3722.21   (feet)  ADJUSTED  
 FM0436  ___________________________________________________________________
 FM0436  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 FM0436  DYNAMIC HT  -        1133.207 (meters)    3717.86  (feet)  COMP
 FM0436  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 FM0436
 FM0436  VERT ORDER  -  SECOND    CLASS 0
 FM0436
 FM0436.The horizontal coordinates were scaled from a topographic map and have
 FM0436.an estimated accuracy of +/- 6 seconds.
 FM0436
 FM0436.The orthometric height was determined by differential leveling
 FM0436.and adjusted by the National Geodetic Survey in June 1991..
 FM0436
 FM0436.The geoid height was determined by GEOID03.
 FM0436
 FM0436.The dynamic height is computed by dividing the NAVD 88
 FM0436.geopotential number by the normal gravity value computed on the
 FM0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0436.degrees latitude (g = 980.6199 gals.).
 FM0436
 FM0436.The modeled gravity was interpolated from observed gravity values.
 FM0436
 FM0436;                    North         East    Units  Estimated Accuracy
 FM0436;SPC TX N     - 1,185,410.      106,780.      MT  (+/- 180 meters Scaled)
 FM0436
 FM0436                          SUPERSEDED SURVEY CONTROL
 FM0436
 FM0436  NGVD 29 (??/??/92) 1134.01   (m)         3720.5    (f) COMPUTED    2 0
 FM0436
 FM0436.Superseded values are not recommended for survey control.
 FM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0436.See file dsdata.txt to determine how the superseded data were derived.
 FM0436
 FM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV235498(NAD 83)
 FM0436_MARKER: DR = REFERENCE MARK DISK
 FM0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0436_STAMPING: PUNTADE AGUA NO 2 1934
 FM0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0436+STABILITY: SURFACE MOTION
 FM0436
 FM0436  HISTORY     - Date     Condition        Report By
 FM0436  HISTORY     - 1934     MONUMENTED       CGS
 FM0436  HISTORY     - 1943     GOOD             NGS
 FM0436
 FM0436                          STATION DESCRIPTION
 FM0436
 FM0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FM0436'14.1 MI NW FROM CHANNING.
 FM0436'THIS MARK IS ABOUT 0.5 MILE NORTH AND 13.6 MILES WEST ALONG GRADED
 FM0436'ROADS FROM THE POST OFFICE AT CHANNING, HARTLEY COUNTY, SET ON THE
 FM0436'SUMMIT OF A HILL BETWEEN TWO VALLEYS, 101 FEET SOUTH OF THE STATION,
 FM0436'1-FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 31.0 FEET SOUTH OF THE
 FM0436'CENTER LINE OF THE ROAD, PROJECTING ABOUT 8-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0913 ***********************************************************************
 AV0913  DESIGNATION -  PUP 1923
 AV0913  PID         -  AV0913
 AV0913  STATE/COUNTY-  TX/JEFFERSON
 AV0913  USGS QUAD   -  SABINE PASS (1993)
 AV0913
 AV0913                         *CURRENT SURVEY CONTROL
 AV0913  ___________________________________________________________________
 AV0913* NAD 83(1993)-  29 40 39.33283(N)    093 54 57.28450(W)     ADJUSTED  
 AV0913* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0913  ___________________________________________________________________
 AV0913  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AV0913  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AV0913
 AV0913  HORZ ORDER  -  THIRD
 AV0913
 AV0913.The horizontal coordinates were established by classical geodetic methods
 AV0913.and adjusted by the National Geodetic Survey in February 1996..
 AV0913
 AV0913.The orthometric height was scaled from a topographic map.
 AV0913
 AV0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0913
 AV0913.The geoid height was determined by GEOID03.
 AV0913
 AV0913;                    North         East     Units Scale Factor Converg.
 AV0913;SPC TXSC     - 4,215,087.502 1,091,909.092   MT  0.99988106   +2 29 26.7
 AV0913;SPC TXSC     -13,828,999.58  3,582,371.75   sFT  0.99988106   +2 29 26.7
 AV0913;SPC LA S     -   133,346.862   750,050.802   MT  0.99994156   -1 17 28.8
 AV0913;SPC LA S     -   437,488.83  2,460,791.67   sFT  0.99994156   -1 17 28.8
 AV0913;UTM  15      - 3,283,411.597   411,376.287   MT  0.99969691   -0 27 12.7
 AV0913
 AV0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0913!SPC TXSC     -   1.00000406  x   0.99988106  =   0.99988512
 AV0913!SPC LA S     -   1.00000406  x   0.99994156  =   0.99994562
 AV0913!UTM  15      -   1.00000406  x   0.99969691  =   0.99970097
 AV0913
 AV0913                          SUPERSEDED SURVEY CONTROL
 AV0913
 AV0913  NAD 83(1993)-  29 40 39.33272(N)    093 54 57.28443(W) AD(       ) 3
 AV0913  NAD 83(1986)-  29 40 39.35499(N)    093 54 57.27060(W) AD(       ) 3
 AV0913  NAD 27      -  29 40 38.57900(N)    093 54 56.67600(W) AD(       ) 3
 AV0913
 AV0913.Superseded values are not recommended for survey control.
 AV0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0913.See file dsdata.txt to determine how the superseded data were derived.
 AV0913
 AV0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1137683412(NAD 83)
 AV0913_MARKER: DS = TRIANGULATION STATION DISK
 AV0913_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0913_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0913
 AV0913  HISTORY     - Date     Condition        Report By
 AV0913  HISTORY     - 1923     MONUMENTED       CGS
 AV0913  HISTORY     - 1957     MARK NOT FOUND   CGS
 AV0913  HISTORY     - 1960     MARK NOT FOUND   CGS
 AV0913
 AV0913                          STATION DESCRIPTION
 AV0913
 AV0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FSB)
 AV0913'STATION IS LOCATED ABOUT 4-3/4 MILES SW OF SABINE PASS LIGHTHOUSE.
 AV0913'
 AV0913'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER
 AV0913'OF THE TOP OF A TILE.
 AV0913'
 AV0913'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE AT THE CENTERS
 AV0913'OF THE TOPS OF TILES.
 AV0913'
 AV0913'STATION MARK IS APPROXIMATELY 45 METERS FROM THE HIGH-WATER
 AV0913'LINE.  REFERENCE MARK 1 IS PLACED ABOUT ON RANGE WITH EAST
 AV0913'JETTY BEACON.  REFERENCE MARK 2 IS PLACED ABOUT ON RANGE WITH
 AV0913'SUN CO. SMOKESTACK.  THE TOPS OF THE TILES IN WHICH THE MARKS
 AV0913'ARE SET PROJECT ABOUT 10 INCHES ABOVE THE GROUND.
 AV0913'
 AV0913'A 100-FOOT HYDROGRAPHIC SIGNAL WAS BUILT OVER THIS STATION.
 AV0913'
 AV0913'HEIGHT OF LIGHT ABOVE STATION MARK - 32 METERS.
 AV0913
 AV0913                          STATION RECOVERY (1957)
 AV0913
 AV0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0913'STATION MARK AND REFERENCE MARKS WERE NOT RECOVERED AFTER A
 AV0913'THOROUGH SEARCH.  ALL MARKS ARE BELIEVED TO HAVE BEEN DESTROYED
 AV0913'BY EROSION.
 AV0913
 AV0913                          STATION RECOVERY (1960)
 AV0913
 AV0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AV0913'LOST.  THE STATION MARK AND REFERENCE MARKS WERE THOROUGHLY
 AV0913'SEARCHED FOR BUT NOTHING COULD BE FOUND.  IT HAS EITHER BEEN
 AV0913'DESTROYED BY EROSION OR IS COVERED OVER BY GRASS AND DEBRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3227 ***********************************************************************
 BK3227  DESIGNATION -  PURE OIL COMPANY TALLEST STACK
 BK3227  PID         -  BK3227
 BK3227  STATE/COUNTY-  TX/JEFFERSON
 BK3227  USGS QUAD   -  TERRY (1974)
 BK3227
 BK3227                         *CURRENT SURVEY CONTROL
 BK3227  ___________________________________________________________________
 BK3227* NAD 83(1993)-  30 00 16.35390(N)    093 58 41.56050(W)     ADJUSTED  
 BK3227* NAVD 88     -                                                        
 BK3227  ___________________________________________________________________
 BK3227  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK3227  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3227
 BK3227  HORZ ORDER  -  THIRD
 BK3227
 BK3227.The horizontal coordinates were established by classical geodetic methods
 BK3227.and adjusted by the National Geodetic Survey in February 1996..
 BK3227
 BK3227
 BK3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3227
 BK3227.The geoid height was determined by GEOID03.
 BK3227
 BK3227;                    North         East     Units Scale Factor Converg.
 BK3227;SPC TXSC     - 4,251,032.535 1,084,329.522   MT  0.99993135   +2 27 36.9
 BK3227;SPC TXSC     -13,946,929.24  3,557,504.44   sFT  0.99993135   +2 27 36.9
 BK3227;SPC TX C     - 3,054,967.060 1,312,840.184   MT  1.00003182   +3 16 23.7
 BK3227;SPC TX C     -10,022,837.76  4,307,209.84   sFT  1.00003182   +3 16 23.7
 BK3227;UTM  15      - 3,319,691.491   405,655.778   MT  0.99970981   -0 29 21.2
 BK3227
 BK3227                          SUPERSEDED SURVEY CONTROL
 BK3227
 BK3227  NAD 83(1993)-  30 00 16.35338(N)    093 58 41.56048(W) AD(       ) 4
 BK3227  NAD 83(1986)-  30 00 16.37188(N)    093 58 41.54280(W) AD(       ) 4
 BK3227  NAD 27      -  30 00 15.60500(N)    093 58 40.91600(W) AD(       ) 3
 BK3227
 BK3227.Superseded values are not recommended for survey control.
 BK3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3227.See file dsdata.txt to determine how the superseded data were derived.
 BK3227
 BK3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0565619691(NAD 83)
 BK3227_MARKER: 63 = STACK
 BK3227
 BK3227  HISTORY     - Date     Condition        Report By
 BK3227  HISTORY     - 1933     FIRST OBSERVED   CGS
 BK3227  HISTORY     - 1960     GOOD             CGS
 BK3227  HISTORY     - 19991109 MARK NOT FOUND   USPSQD
 BK3227  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK3227  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK3227
 BK3227                          STATION DESCRIPTION
 BK3227
 BK3227'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BK3227'STATION IS THE CENTER OF THE TOP OF THE WHITE CONCRETE STACK
 BK3227'OF POWER PLANT OF THE PURE OIL COMPANY REFINERY AT SMITHS
 BK3227'BLUFF.  STACK IS 175 FEET HIGH.
 BK3227
 BK3227                          STATION RECOVERY (1960)
 BK3227
 BK3227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 BK3227'THE STATION WAS RECOVERED.  STATION IS THE CENTER OF THE TOP
 BK3227'OF THE WHITE CONCRETE STACK OF STANDBY POWER PLANT OF THE
 BK3227'PURE OIL COMPANY REFINERY AT SMITHS BLUFF.  A CHECK WITH REFINERY
 BK3227'OFFICIALS REVEALED THAT THE STACK HAD BEEN LOWERED 30 FEET
 BK3227'SINCE IT WAS BUILT AND IS NOW ABOUT 145 FEET HIGH.  IT IS
 BK3227'ONE OF MANY AT THE REFINERY AND AT THE PRESENT TIME IS THE ONLY
 BK3227'ONE THAT DOES NOT HAVE A FLAIR AT THE TOP.
 BK3227
 BK3227                          STATION RECOVERY (1999)
 BK3227
 BK3227'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK3227'MARK NOT FOUND.
 BK3227
 BK3227                          STATION RECOVERY (2001)
 BK3227
 BK3227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3227'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3227
 BK3227                          STATION RECOVERY (2001)
 BK3227
 BK3227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3227'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0969 ***********************************************************************
 CA0969  DESIGNATION -  PURVES MIDLAND TEL MICROWAVE
 CA0969  PID         -  CA0969
 CA0969  STATE/COUNTY-  TX/ERATH
 CA0969  USGS QUAD   -  CARLTON (1979)
 CA0969
 CA0969                         *CURRENT SURVEY CONTROL
 CA0969  ___________________________________________________________________
 CA0969* NAD 83(1993)-  31 59 19.60925(N)    098 14 00.27557(W)     ADJUSTED  
 CA0969* NAVD 88     -                                                        
 CA0969  ___________________________________________________________________
 CA0969  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 CA0969  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CA0969
 CA0969  HORZ ORDER  -  THIRD
 CA0969
 CA0969.The horizontal coordinates were established by classical geodetic methods
 CA0969.and adjusted by the National Geodetic Survey in February 1996..
 CA0969
 CA0969
 CA0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0969
 CA0969.The geoid height was determined by GEOID03.
 CA0969
 CA0969;                    North         East     Units Scale Factor Converg.
 CA0969;SPC TXNC     - 2,035,752.727   625,195.066   MT  1.00004317   +0 08 43.4
 CA0969;SPC TXNC     - 6,678,965.41  2,051,160.81   sFT  1.00004317   +0 08 43.4
 CA0969;UTM  14      - 3,539,448.735   572,418.305   MT  0.99966468   +0 24 22.0
 CA0969
 CA0969                          SUPERSEDED SURVEY CONTROL
 CA0969
 CA0969  NAD 83(1986)-  31 59 19.61528(N)    098 14 00.25424(W) AD(       ) 4
 CA0969  NAD 27      -  31 59 19.08799(N)    098 13 59.10943(W) AD(       ) 3
 CA0969
 CA0969.Superseded values are not recommended for survey control.
 CA0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0969.See file dsdata.txt to determine how the superseded data were derived.
 CA0969
 CA0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA7241839449(NAD 83)
 CA0969_MARKER: 44 = MICROWAVE MAST
 CA0969
 CA0969  HISTORY     - Date     Condition        Report By
 CA0969  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA0969  HISTORY     - 19990828 GOOD             USPSQD
 CA0969
 CA0969                          STATION DESCRIPTION
 CA0969
 CA0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CA0969'THE RED LIGHT ON TOP OF THE GRANDVIEW TEXAS MIDLAND TELEPHONE COMPANY
 CA0969'MICROWAVE MAST.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS
 CA0969'SECTON, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND IS ABOUT 210
 CA0969'FEET TALL.  IT IS LOCATED ABOUT 2.0 MILE EAST SOUTHEAST OF PURVES AND
 CA0969'ON THE NORTHEAST SIDE OF FARM ROAD 219.
 CA0969
 CA0969                          STATION RECOVERY (1999)
 CA0969
 CA0969'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1293 ***********************************************************************
 AH1293  DESIGNATION -  PUSH 1938
 AH1293  PID         -  AH1293
 AH1293  STATE/COUNTY-  TX/KLEBERG
 AH1293  USGS QUAD   -  PITA ISLAND (1975)
 AH1293
 AH1293                         *CURRENT SURVEY CONTROL
 AH1293  ___________________________________________________________________
 AH1293* NAD 83(1993)-  27 30 36.51681(N)    097 15 32.98543(W)     ADJUSTED  
 AH1293* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1293  ___________________________________________________________________
 AH1293  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AH1293  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH1293
 AH1293  HORZ ORDER  -  THIRD
 AH1293
 AH1293.The horizontal coordinates were established by classical geodetic methods
 AH1293.and adjusted by the National Geodetic Survey in February 1996..
 AH1293
 AH1293.The orthometric height was scaled from a topographic map.
 AH1293
 AH1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1293
 AH1293.The geoid height was determined by GEOID03.
 AH1293
 AH1293;                    North         East     Units Scale Factor Converg.
 AH1293;SPC TX S     - 5,204,847.134   422,588.500   MT  0.99993412   +0 33 48.1
 AH1293;SPC TX S     -17,076,235.97  1,386,442.44   sFT  0.99993412   +0 33 48.1
 AH1293;UTM  14      - 3,044,147.201   671,946.567   MT  0.99996496   +0 48 15.5
 AH1293
 AH1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1293!SPC TX S     -   1.00000325  x   0.99993412  =   0.99993737
 AH1293!UTM  14      -   1.00000325  x   0.99996496  =   0.99996821
 AH1293
 AH1293                          SUPERSEDED SURVEY CONTROL
 AH1293
 AH1293  NAD 83(1986)-  27 30 36.52719(N)    097 15 32.96191(W) AD(       ) 3
 AH1293  NAD 27      -  27 30 35.37700(N)    097 15 32.00400(W) AD(       ) 3
 AH1293
 AH1293.Superseded values are not recommended for survey control.
 AH1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1293.See file dsdata.txt to determine how the superseded data were derived.
 AH1293
 AH1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7194744147(NAD 83)
 AH1293_MARKER: DS = TRIANGULATION STATION DISK
 AH1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1293_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1293+STABILITY: SURFACE MOTION
 AH1293
 AH1293  HISTORY     - Date     Condition        Report By
 AH1293  HISTORY     - 1938     MONUMENTED       CGS
 AH1293  HISTORY     - 1939     GOOD             CGS
 AH1293  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1293
 AH1293                          STATION DESCRIPTION
 AH1293
 AH1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1293'STATION IS 23.4 MILES S OF THE FISH PIER AT THE S JETTY AT
 AH1293'ARANSAS PASS.  STATION IS LOCATED ON THE SECOND ROW OF DUNES
 AH1293'W OF THE GULF BEACH ON A DUNE THAT IS ABOUT 20 FEET HIGH
 AH1293'AND ABOUT 50 METERS LONG, N AND S, COVERED LIGHTLY WITH
 AH1293'GRASS.  THE FIRST ROW OF DUNES HAS A GENERAL ELEVATION OF
 AH1293'ABOUT 6 FEET.  THIS STATION IS MARKED WITH A STANDARD DISK
 AH1293'SET IN A CONCRETE POST SIX INCHES SQUARE AND THE MARK IS
 AH1293'FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS STAMPED PUSH
 AH1293'1938.  NO UNDERGROUND MARK.
 AH1293'
 AH1293'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 20 FEET.
 AH1293'
 AH1293'LOCATION METHOD--THEODOLITE.
 AH1293'
 AH1293'POSITION COMPUTED FROM TRIANGULATION P.L.B. 1939.
 AH1293
 AH1293                          STATION RECOVERY (1949)
 AH1293
 AH1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1293'NOT RECOVERED.  A 3-FOOT SECTION OF A 6- BY 6-INCH CONCRETE
 AH1293'POST WAS FOUND IN THE VICINITY OF WHERE STATION IS BELIEVED
 AH1293'TO HAVE BEEN.  DISK WAS NOT FOUND.
 AH1293'
 AH1293'RECOMMEND STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0700 ***********************************************************************
 BN0700  DESIGNATION -  PUTNAM MTN
 BN0700  PID         -  BN0700
 BN0700  STATE/COUNTY-  TX/LLANO
 BN0700  USGS QUAD   -  HOUSE MOUNTAIN (1967)
 BN0700
 BN0700                         *CURRENT SURVEY CONTROL
 BN0700  ___________________________________________________________________
 BN0700* NAD 83(1993)-  30 32 34.36488(N)    098 54 27.50966(W)     ADJUSTED  
 BN0700* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 BN0700  ___________________________________________________________________
 BN0700  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 BN0700  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BN0700
 BN0700  HORZ ORDER  -  SECOND
 BN0700
 BN0700.The horizontal coordinates were established by classical geodetic methods
 BN0700.and adjusted by the National Geodetic Survey in February 1996..
 BN0700
 BN0700.The orthometric height was scaled from a topographic map.
 BN0700
 BN0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0700
 BN0700.The geoid height was determined by GEOID03.
 BN0700
 BN0700;                    North         East     Units Scale Factor Converg.
 BN0700;SPC TX C     - 3,098,009.666   836,789.236   MT  0.99991355   +0 44 03.5
 BN0700;SPC TX C     -10,164,053.38  2,745,366.02   sFT  0.99991355   +0 44 03.5
 BN0700;UTM  14      - 3,378,946.879   508,858.875   MT  0.99960097   +0 02 49.0
 BN0700
 BN0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0700!SPC TX C     -   0.99991418  x   0.99991355  =   0.99982774
 BN0700!UTM  14      -   0.99991418  x   0.99960097  =   0.99951518
 BN0700
 BN0700|---------------------------------------------------------------------|
 BN0700| PID    Reference Object                     Distance      Geod. Az  |
 BN0700|                                                           dddmmss.s |
 BN0700| CV6052 PUTNAM MTN RM 1                       9.486 METERS 09158     |
 BN0700| CV6053 PUTNAM MTN RM 2                      13.018 METERS 23959     |
 BN0700| BN0723 LOYAL                               APPROX.12.3 KM 2890514.7 |
 BN0700| BN0722 LOYAL MTN MICROWE RADIO MAST        APPROX.11.7 KM 2902914.2 |
 BN0700|---------------------------------------------------------------------|
 BN0700
 BN0700                          SUPERSEDED SURVEY CONTROL
 BN0700
 BN0700  NAD 83(1986)-  30 32 34.37591(N)    098 54 27.49661(W) AD(       ) 2
 BN0700  NAD 27      -  30 32 33.70240(N)    098 54 26.33220(W) AD(       ) 2
 BN0700
 BN0700.Superseded values are not recommended for survey control.
 BN0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0700.See file dsdata.txt to determine how the superseded data were derived.
 BN0700
 BN0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0885978947(NAD 83)
 BN0700_MARKER: DS = TRIANGULATION STATION DISK
 BN0700_SETTING: 66 = SET IN ROCK OUTCROP
 BN0700
 BN0700  HISTORY     - Date     Condition        Report By
 BN0700  HISTORY     - 1956     MONUMENTED       CGS
 BN0700
 BN0700                          STATION DESCRIPTION
 BN0700
 BN0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0700'THE STATION IS ABOUT 19 MILES NORTH OF FREDERICKSBURG, 3-1/4
 BN0700'MILES NORTH OF THE LLANO-GILLESPIE COUNTY LINE, 3-1/2 MILES EAST
 BN0700'OF THE MASON-LLANO COUNTY LINE, ON THE HIGHEST POINT OF PUTNAM
 BN0700'MOUNTAIN AND ON LAND OWNED BY E.C. FIEDLER.  IT IS 10 FEET EAST
 BN0700'OF A CAIRN.
 BN0700'
 BN0700'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND
 BN0700'290 IN FREDERICKSBURG, GO NORTH ON HIGHWAY 87 FOR 7.45 MILES TO
 BN0700'A Y-JUNCTION AT A CATTLE GUARD AND A BRIDGE, BEAR RIGHT, CROSS
 BN0700'THE BRIDGE AND CONTINUE NORTH ON A GRADED ROAD FOR 6.1 MILES TO A
 BN0700'T-JUNCTION, TURN RIGHT AND GO NORTH AND EASTERLY FOR 5.65 MILES
 BN0700'TO A T-JUNCTION AT A CATTLE GUARD, CROSS THE CATTLE GUARD AND GO
 BN0700'ABOUT 100 FEET TO A TRACK ROAD ON THE LEFT, TURN LEFT AND GO
 BN0700'ABOUT 150 FEET TO A Y-JUNCTION, BEAR LEFT AND FOLLOW THE TRACK
 BN0700'ROAD FOR 0.5 MILE TO A CONCRETE DAM AND THE END OF TRUCK
 BN0700'TRAVEL.  FROM THIS POINT PACK UP A DRY CREEK BED FOR ABOUT 150
 BN0700'YARDS TO AN EAST-WEST FENCELINE, CROSS THE FENCE AND PACK
 BN0700'EASTERLY ALONG THE NORTH SIDE OF THE FENCE TO THE TOP OF
 BN0700'THE MOUNTAIN AT A 14-INCH OAK TREE BEARING A TRIANGULAR
 BN0700'BLAZE.  CROSS THE FENCE AT THIS POINT AND PACK SOUTHERLY FOR
 BN0700'ABOUT 100 YARDS TO THE HIGHEST POINT AND THE STATION.  A
 BN0700'30 MINUTE PACK.
 BN0700'
 BN0700'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0700'PUTNAM MTN 1956.
 BN0700'
 BN0700'REFERENCE MARK 1 PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 BN0700'PUTNAM MTN NO 1 1956.
 BN0700'
 BN0700'REFERENCE MARK 2 PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 BN0700'PUTNAM MTN NO 2 1956.
 BN0700'
 BN0700'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 BN0700'
 BN0700'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1064 ***********************************************************************
 CT1064  DESIGNATION -  PUTNAM WATER TANK
 CT1064  PID         -  CT1064
 CT1064  STATE/COUNTY-  TX/CALLAHAN
 CT1064  USGS QUAD   -  PUTNAM SOUTH (1987)
 CT1064
 CT1064                         *CURRENT SURVEY CONTROL
 CT1064  ___________________________________________________________________
 CT1064* NAD 83(1993)-  32 22 22.61575(N)    099 12 04.06696(W)     ADJUSTED  
 CT1064* NAVD 88     -                                                        
 CT1064  ___________________________________________________________________
 CT1064  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CT1064  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CT1064
 CT1064  HORZ ORDER  -  THIRD
 CT1064
 CT1064.The horizontal coordinates were established by classical geodetic methods
 CT1064.and adjusted by the National Geodetic Survey in February 1996..
 CT1064
 CT1064
 CT1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1064
 CT1064.The geoid height was determined by GEOID03.
 CT1064
 CT1064;                    North         East     Units Scale Factor Converg.
 CT1064;SPC TXNC     - 2,078,540.895   534,021.926   MT  0.99994226   -0 22 56.6
 CT1064;SPC TXNC     - 6,819,346.25  1,752,036.94   sFT  0.99994226   -0 22 56.6
 CT1064;UTM  14      - 3,581,793.256   481,079.508   MT  0.99960441   -0 06 27.7
 CT1064
 CT1064                          SUPERSEDED SURVEY CONTROL
 CT1064
 CT1064  NAD 83(1986)-  32 22 22.62122(N)    099 12 04.05710(W) AD(       ) 4
 CT1064  NAD 27      -  32 22 22.15700(N)    099 12 02.79900(W) AD(       ) 3
 CT1064
 CT1064.Superseded values are not recommended for survey control.
 CT1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1064.See file dsdata.txt to determine how the superseded data were derived.
 CT1064
 CT1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA8108081793(NAD 83)
 CT1064_MARKER: 51 = TANK
 CT1064
 CT1064  HISTORY     - Date     Condition        Report By
 CT1064  HISTORY     - 1935     FIRST OBSERVED   CGS
 CT1064  HISTORY     - 1949     GOOD             CGS
 CT1064
 CT1064                          STATION DESCRIPTION
 CT1064
 CT1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1064'POINT OBSERVED UPON IS FINIAL OF STEEL WATER TANK, PROBABLY
 CT1064'MUNICIPAL WATER SUPPLY.  STATION WAS NOT VISITED.  LOCATED
 CT1064'IN TOWN OF PUTNAM.
 CT1064'
 CT1064'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS, INDIAN,
 CT1064'LAMB, ATWELL, PALM, SPRING GAP 2.
 CT1064
 CT1064                          STATION RECOVERY (1949)
 CT1064
 CT1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HWH)
 CT1064'LOCATED ON TOP OF HILL IN NW CORNER OF CITY OF PUTNAM, ABOUT
 CT1064'500 FEET NW OF OLD LOCATION OF U.S. HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1281 ***********************************************************************
 AH1281  DESIGNATION -  PUZZLE 1912
 AH1281  PID         -  AH1281
 AH1281  STATE/COUNTY-  TX/NUECES
 AH1281  USGS QUAD   -  PITA ISLAND (1975)
 AH1281
 AH1281                         *CURRENT SURVEY CONTROL
 AH1281  ___________________________________________________________________
 AH1281* NAD 83(1993)-  27 34 50.39426(N)    097 18 34.44831(W)     ADJUSTED  
 AH1281* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1281  ___________________________________________________________________
 AH1281  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1281  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AH1281
 AH1281  HORZ ORDER  -  THIRD
 AH1281
 AH1281.The horizontal coordinates were established by classical geodetic methods
 AH1281.and adjusted by the National Geodetic Survey in February 1996..
 AH1281
 AH1281.The orthometric height was scaled from a topographic map.
 AH1281
 AH1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1281
 AH1281.The geoid height was determined by GEOID03.
 AH1281
 AH1281;                    North         East     Units Scale Factor Converg.
 AH1281;SPC TX S     - 5,212,612.988   417,535.047   MT  0.99994578   +0 32 25.7
 AH1281;SPC TX S     -17,101,714.44  1,369,862.90   sFT  0.99994578   +0 32 25.7
 AH1281;UTM  14      - 3,051,891.782   666,860.328   MT  0.99994368   +0 46 58.2
 AH1281
 AH1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1281!SPC TX S     -   1.00000392  x   0.99994578  =   0.99994970
 AH1281!UTM  14      -   1.00000392  x   0.99994368  =   0.99994760
 AH1281
 AH1281:                Primary Azimuth Mark                     Grid Az
 AH1281:SPC TX S     -  BRIGHTON POST OFFICE N GABLE             014 40 15.8
 AH1281:UTM  14      -  BRIGHTON POST OFFICE N GABLE             014 25 43.3
 AH1281
 AH1281|---------------------------------------------------------------------|
 AH1281| PID    Reference Object                     Distance      Geod. Az  |
 AH1281|                                                           dddmmss.s |
 AH1281| AH1294 BRIGHTON POST OFFICE N GABLE        APPROX. 3.6 KM 0151241.5 |
 AH1281| AH1287 ISLAND                              APPROX. 3.4 KM 0442309.9 |
 AH1281|---------------------------------------------------------------------|
 AH1281
 AH1281                          SUPERSEDED SURVEY CONTROL
 AH1281
 AH1281  NAD 83(1986)-  27 34 50.40476(N)    097 18 34.42342(W) AD(       ) 3
 AH1281  NAD 27      -  27 34 49.26300(N)    097 18 33.45800(W) AD(       ) 3
 AH1281
 AH1281.Superseded values are not recommended for survey control.
 AH1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1281.See file dsdata.txt to determine how the superseded data were derived.
 AH1281
 AH1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6686051892(NAD 83)
 AH1281_MARKER: N = NAIL
 AH1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1281+STABILITY: SURFACE MOTION
 AH1281
 AH1281  HISTORY     - Date     Condition        Report By
 AH1281  HISTORY     - 1912     MONUMENTED       CGS
 AH1281  HISTORY     - 1951     MARK NOT FOUND   CGS
 AH1281  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1281
 AH1281                          STATION DESCRIPTION
 AH1281
 AH1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1281'ON THE MAINLAND, 2.2 MILES SW OF PEAT ISLAND, ABOUT 1 MILE
 AH1281'NE OF THE ABANDONED BARNES HOUSE WITH THE WINDMILL ALONGSIDE,
 AH1281'ABOUT 300 METERS S OF THE FIRST OPENING IN THE BEACH BELOW
 AH1281'THE PEAT ISLAND CHANNEL, 28 PACES BACK FROM THE BEACH, AND 3
 AH1281'FEET ABOVE THE ORDINARY STAGE OF THE LAGUNA.  PARALLEL TO THE
 AH1281'BEACH AND ABOUT 7 METERS FROM THE STATION IS A SALTY POOL
 AH1281'8 METERS OR 10 METERS LONG.  S OF IT ARE TWO OTHER SIMILAR
 AH1281'POOLS.  BEGINNING 6 FEET FROM THE STATION FOUR TRENCHES
 AH1281'WERE DUG, 2 FEET WIDE, 1-1/2 FEET DEEP, AND 12 FEET LONG,
 AH1281'TWO IN LINE PARALLEL, AND TWO IN LINE NORMAL TO THE BEACH.
 AH1281'AT THE OUTER END OF EACH TRENCH IS A MOUND OF SHELLS 2-1/2
 AH1281'FEET HIGH AND 4 FEET IN DIAMETER AT THE BASE, AND BEYOND
 AH1281'EACH OF THESE A HARD PINE STAKE 3 FEET LONG SET 2-1/2
 AH1281'FEET INTO THE GROUND.
 AH1281'
 AH1281'THE STATION IS MARKED UNDERGROUND BY A 20-PENNY NAIL PROJECTING
 AH1281'FROM A CYLINDER OF SHELL CONCRETE, 18 INCHES IN DIAMETER AND
 AH1281'2-1/2 FEET DEEP, SET 1-1/2 FEET BELOW THE SURFACE.  THE SURFACE
 AH1281'MARK IS A NAIL IN A SIMILAR CYLINDER OF CONCRETE.  BETWEEN
 AH1281'THE TWO MARKS IS A 3-INCH LAYER OF SHELLS.
 AH1281
 AH1281                          STATION RECOVERY (1951)
 AH1281
 AH1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AH1281'THE AREA OF THE PLOTTED POSITION WAS THOROUGHLY SEARCHED
 AH1281'BY TWO MEN BUT NO EVIDENCE OF THE STATION WAS FOUND.  THE
 AH1281'AREA IS COVERED BY LOOSE SAND AND THE STATION HAS PROBABLY
 AH1281'BEEN COVERED.  AS IT COULD BE RECOVERED ONLY BY EXTENSIVE
 AH1281'SURVEY METHODS, IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED
 AH1281'AS LOST.
 AH1281
 AH1281                          STATION RECOVERY (2001)
 AH1281
 AH1281'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH1281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9151 ***********************************************************************
 AC9151  SACS        -  This is a Secondary Airport Control Station.
 AC9151  DESIGNATION -  PVW A
 AC9151  PID         -  AC9151
 AC9151  STATE/COUNTY-  TX/HALE
 AC9151  USGS QUAD   -  PLAINVIEW (1965)
 AC9151
 AC9151                         *CURRENT SURVEY CONTROL
 AC9151  ___________________________________________________________________
 AC9151* NAD 83(1993)-  34 10 21.87025(N)    101 42 42.36032(W)     ADJUSTED  
 AC9151* NAVD 88     -      1025.04   (meters)    3363.0    (feet)  GPS OBS   
 AC9151  ___________________________________________________________________
 AC9151  X           -  -1,072,457.910 (meters)                     COMP
 AC9151  Y           -  -5,173,352.768 (meters)                     COMP
 AC9151  Z           -   3,562,876.777 (meters)                     COMP
 AC9151  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 AC9151  ELLIP HEIGHT-         998.84  (meters)          (02/05/01) GPS OBS
 AC9151  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AC9151
 AC9151  HORZ ORDER  -  FIRST
 AC9151  ELLP ORDER  -  FIFTH     CLASS I
 AC9151
 AC9151.This mark is at Hale Co (PVW) Airport (PVW)
 AC9151
 AC9151.The horizontal coordinates were established by GPS observations
 AC9151.and adjusted by the National Geodetic Survey in June 1997..
 AC9151
 AC9151.The orthometric height was determined by GPS observations and a
 AC9151.high-resolution geoid model.
 AC9151
 AC9151.GPS derived orthometric heights for airport stations designated as
 AC9151.PACS or SACS are published to 2 decimal places.  This maintains
 AC9151.centimeter relative accuracy between the PACS and SACS.  It does
 AC9151.not indicate centimeter accuracy relative to other marks which are
 AC9151.part of the NAVD 88 network.
 AC9151
 AC9151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9151
 AC9151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9151
 AC9151.The ellipsoidal height was determined by GPS observations
 AC9151.and is referenced to NAD 83.
 AC9151
 AC9151.The geoid height was determined by GEOID03.
 AC9151
 AC9151;                    North         East     Units Scale Factor Converg.
 AC9151;SPC TXNC     - 2,282,445.308   303,910.764   MT  1.00006400   -1 45 06.0
 AC9151;SPC TXNC     - 7,488,322.65    997,080.56   sFT  1.00006400   -1 45 06.0
 AC9151;UTM  14      - 3,784,633.405   250,047.562   MT  1.00037020   -1 31 26.3
 AC9151
 AC9151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9151!SPC TXNC     -   0.99984323  x   1.00006400  =   0.99990722
 AC9151!UTM  14      -   0.99984323  x   1.00037020  =   1.00021337
 AC9151
 AC9151                          SUPERSEDED SURVEY CONTROL
 AC9151
 AC9151  ELLIP H (06/13/97)  998.87   (m)                       GP(       ) 5 1
 AC9151
 AC9151.Superseded values are not recommended for survey control.
 AC9151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9151.See file dsdata.txt to determine how the superseded data were derived.
 AC9151
 AC9151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5004884633(NAD 83)
 AC9151_MARKER: DH = HORIZONTAL CONTROL DISK
 AC9151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9151_SP_SET: CATCH BASIN
 AC9151_STAMPING: PVW A 1995
 AC9151_MARK LOGO: NGS   
 AC9151_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9151+STABILITY: SURFACE MOTION
 AC9151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9151+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC9151
 AC9151  HISTORY     - Date     Condition        Report By
 AC9151  HISTORY     - 1995     MONUMENTED       NGS
 AC9151
 AC9151                          STATION DESCRIPTION
 AC9151
 AC9151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC9151'THE STATION IS LOCATED IN THE SOUTH PART OF PLAINVIEW, ON THE HALE
 AC9151'COUNTY AIRPORT, BETWEEN RUNWAY 22 AND THE NORTH AIRPORT APRON, IN TOP
 AC9151'OF A CONCRETE CATCH BASIN NEAR ITS WEST CORNER.  OWNERSHIP--CITY OF
 AC9151'PLAINVIEW AND HALE COUNTY, BOX 1870, PLAINVIEW TX 79072.  THE AIRPORT
 AC9151'MANAGER IS MIKE HUTCHERSON, PHONE 806 293- 1307.  TO REACH THE STATION
 AC9151'FROM THE JUNCTION OF U.S.  HIGHWAY 70 AND BUSINESS HIGHWAY 27 IN
 AC9151'PLAINVIEW, GO SOUTH 1.48 KM (0.90 MI) ALONG BUSINESS HIGHWAY 27 TO
 AC9151'PURCELL DRIVE, TURN RIGHT, WESTERLY, GO 0.22 TO THE AIRPORT TERMINAL
 AC9151'AND APRON GATE ON THE LEFT, PASS THROUGH THE GATE, GO 0.26 KM (0.15
 AC9151'MI) NORTHWEST ACROSS THE APRON, ALONG THE TAXI PAST THE END OF RUNWAY
 AC9151'22 TO THE STATION ON THE LEFT.  THE STATION IS IN TOP OF AND NEAR THE
 AC9151'WEST CORNER OF A CONCRETE CATCH BASIN, 62.5 M (205.1 FT) NORTHWEST OF
 AC9151'THE RUNWAY CENTERLINE, 55.2 M (181.1 FT) SOUTH OF THE TAXI CENTERLINE
 AC9151'AT ITS JUNCTION WITH AN APRON, 22.9 M (75.1 FT) SOUTHEAST OF A TAXI
 AC9151'CENTERLINE ON THE APRON, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE RUNWAY,
 AC9151'0.2 M (0.7 FT) EAST OF THE WEST CONCRETE CORNER, 0.2 M (0.7 FT) NORTH
 AC9151'OF A WITNESS POST AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE GROUND
 AC9151'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0849 ***********************************************************************
 BP0849  DESIGNATION -  PYLE
 BP0849  PID         -  BP0849
 BP0849  STATE/COUNTY-  TX/PECOS
 BP0849  USGS QUAD   -  F C RANCH (1968)
 BP0849
 BP0849                         *CURRENT SURVEY CONTROL
 BP0849  ___________________________________________________________________
 BP0849* NAD 83(1993)-  30 21 49.86798(N)    102 40 24.29945(W)     ADJUSTED  
 BP0849* NAVD 88     -      1298.9    (meters)    4261.     (feet)  VERTCON   
 BP0849  ___________________________________________________________________
 BP0849  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BP0849  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 BP0849
 BP0849  HORZ ORDER  -  FIRST
 BP0849
 BP0849.The horizontal coordinates were established by classical geodetic methods
 BP0849.and adjusted by the National Geodetic Survey in February 1996..
 BP0849
 BP0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0849
 BP0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0849
 BP0849.The geoid height was determined by GEOID03.
 BP0849
 BP0849;                    North         East     Units Scale Factor Converg.
 BP0849;SPC TX C     - 3,079,653.483   475,071.655   MT  0.99994320   -1 12 19.0
 BP0849;SPC TX C     -10,103,829.80  1,558,630.92   sFT  0.99994320   -1 12 19.0
 BP0849;SPC TXSC     - 4,286,008.628   246,915.312   MT  1.00002425   -1 47 58.8
 BP0849;SPC TXSC     -14,061,679.97    810,087.99   sFT  1.00002425   -1 47 58.8
 BP0849;UTM  13      - 3,361,399.872   723,600.759   MT  1.00021685   +1 10 35.6
 BP0849
 BP0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0849!SPC TX C     -   0.99979957  x   0.99994320  =   0.99974279
 BP0849!SPC TXSC     -   0.99979957  x   1.00002425  =   0.99982382
 BP0849!UTM  13      -   0.99979957  x   1.00021685  =   1.00001638
 BP0849
 BP0849|---------------------------------------------------------------------|
 BP0849| PID    Reference Object                     Distance      Geod. Az  |
 BP0849|                                                           dddmmss.s |
 BP0849| CI0254 PYLE RM 1                            27.316 METERS 08651     |
 BP0849| BP0854 WHITE TIP                           APPROX.19.6 KM 2064120.1 |
 BP0849| CI0252 PYLE AZ MK                                         2072249.9 |
 BP0849| CI0253 PYLE RM                              19.455 METERS 33618     |
 BP0849|---------------------------------------------------------------------|
 BP0849
 BP0849                          SUPERSEDED SURVEY CONTROL
 BP0849
 BP0849  NAD 83(1986)-  30 21 49.84792(N)    102 40 24.29914(W) AD(       ) 1
 BP0849  NAD 27      -  30 21 49.21900(N)    102 40 22.74700(W) AD(       ) 1
 BP0849  NGVD 29 (07/19/86) 1298.5    (m)         4260.     (f) VERT ANG       
 BP0849
 BP0849.Superseded values are not recommended for survey control.
 BP0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0849.See file dsdata.txt to determine how the superseded data were derived.
 BP0849
 BP0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP2360161400(NAD 83)
 BP0849_MARKER: DS = TRIANGULATION STATION DISK
 BP0849_SETTING: 80 = SET IN A BOULDER
 BP0849_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BP0849
 BP0849  HISTORY     - Date     Condition        Report By
 BP0849  HISTORY     - 1918     MONUMENTED       CGS
 BP0849  HISTORY     - 1935     GOOD             CGS
 BP0849  HISTORY     - 1968     GOOD             USGS
 BP0849
 BP0849                          STATION DESCRIPTION
 BP0849
 BP0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 BP0849'ABOUT 15 MILES NW FROM LONGFELLOW, 5 MILES NE FROM THE PURINTON
 BP0849'RANCH, 3 MILES N FROM THE OLD BAXTER RANCH, NOW HEADQUARTERS
 BP0849'FOR PYLE RANCH, 1 MILE SE FROM BULL TRAP MILL AND TANK IN
 BP0849'BIG CANYON ON TOP OF THE MESA, AND ABOUT 3/4 MILE FROM A DIM
 BP0849'ROAD WHICH LEADS UP AND ACROSS THE MESA.  SURFACE MARK, IS A
 BP0849'STANDARD DISK STATION MARK IN BOULDER, UNDERGROUND MARK IS
 BP0849'COPPER BOLT IN BOULDER, REFERENCE MARK IS STANDARD REFERENCE
 BP0849'DISK IN BOULDER, 19.54 METERS, (64.1 FEET) FROM STATION.
 BP0849'ELEVATION OF STATION, 1,298.5
 BP0849'METERS, (4,260 FEET).
 BP0849
 BP0849                          STATION RECOVERY (1935)
 BP0849
 BP0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0849'STATION IS ABOUT 15 MILES NW OF LONGFELLOW, 3 MILES N OF THE
 BP0849'PYLE HEADQUARTERS RANCH, 1 MILE SE OF THE BULL TRAP MILL AND ON
 BP0849'THE HIGHEST POINT OF A LARGE BRUSH COVERED MESA, ON LAND
 BP0849'BELONGING TO THE PYLE RANCH, NOW KNOWN AS THE WEST CATTLE COMPANY.
 BP0849'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS STAMPED
 BP0849'PYLE 1918.
 BP0849'
 BP0849'REFERENCE MARK NO. 1 IS E OF STATION.  IT IS A STANDARD DISK
 BP0849'WEDGED IN A DRILL HOLE IN A BOULDER AND IS STAMPED PYLE
 BP0849'1935.
 BP0849'
 BP0849'REFERENCE MARK NO. 2 IS WNW OF STATION, IS STAMPED PYLE 1918,
 BP0849'AND WAS RECOVERED IN GOOD CONDITION.  THE BURIED BOULDER PROJECTS
 BP0849'12 INCHES.  THIS IS THE LEAST PERMANENT OF THE MARKS.
 BP0849'
 BP0849'AZIMUTH MARK IS 1 MILE SW OF STATION, ON A SMALLER, ADJOINING
 BP0849'MESA.  IT IS A STANDARD DISK SET IN A BOULDER FLUSH WITH THE
 BP0849'GROUND, AND IS STAMPED PYLE 1935.
 BP0849'
 BP0849'STATION IS REACHED FROM THE PECOS COUNTY COURTHOUSE, IN FORT
 BP0849'STOCKTON, BY DRIVING SOUTHERLY ON STATE HIGHWAY 82, FOR 24.4
 BP0849'MILES TO A CATTLE GUARD ON THE SW SIDE OF THE ROAD.  LEAVE MAIN
 BP0849'ROAD, PASS THRU CATTLE GUARD AND DRIVE SOUTHERLY ON GRAVELED
 BP0849'ROAD 4.8 MILES TO RANCH BUILDING, KNOWN AS THE SCARBOROUGH
 BP0849'PLACE.  LEAVE MAIN ROAD HERE AND DRIVE SE ON A TRACK ROAD 3.9
 BP0849'MILES TO A WINDMILL PASS TO RIGHT OF WINDMILL AND BY KEEPING
 BP0849'THE MAIN-TRAVELED TRACK ROAD GO 3.9 MILES TO THE EVERS PLACE.
 BP0849'THESE BUILDINGS, ARE IN THE BIG CANYON AND ARE SW OF THE
 BP0849'WINDMILL MENTIONED ABOVE, FROM THE EVERS PLACE, CONTINUE
 BP0849'SOUTHWESTERLY ON TRAIL FOR 1.4 MILES TO FORKS, TAKE LEFT
 BP0849'FORK AND CONTINUE ON MAIN TRAIL 2.8 MILES TO WINDMILL AND
 BP0849'SQUARE TANK.  TAKE LEFT TRAIL AND PASS TO N OF TANK AND
 BP0849'THENCE EASTERLY AND SOUTHERLY ON TRAIL FOR 0.9 MILE TO
 BP0849'WINDMILL, TANK, AND CORRAL KNOWN AS HESS TRAP.  CONTINUE
 BP0849'ON TRAIL 0.8 MILE TO FORKS.  TAKE LEFT FORK, LEAVE THE MAIN
 BP0849'TRAIL AND GO 0.5 MILE TO POINT WHERE A V-SHAPED SADDLE
 BP0849'BETWEEN MESAS IS VISIBLE TO THE LEFT, LEAVE TRAIL AND DRIVE
 BP0849'CROSS COUNTRY TOWARDS THIS V FOR ABOUT 1.0 MILE, OR AS
 BP0849'FAR AS TRUCKS CAN BE DRIVEN.  FROM THIS POINT PACK TO V
 BP0849'SADDLE, THEN SOUTHWESTERLY UP SLOPE ON A DIM TRAIL TO
 BP0849'STATION.
 BP0849'
 BP0849'A 4-FOOT STAND WILL CLEAR INSTRUMENT BUT IF LIGHTS ARE SHOWN
 BP0849'CONSIDERABLE CLEARING OF BRUSH MUST BE DONE.
 BP0849
 BP0849                          STATION RECOVERY (1968)
 BP0849
 BP0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BP0849'STATION MARK - STANDARD NGS DISK SET IN BOULDER, STAMPED
 BP0849'---PILE 1918---.
 BP0849'
 BP0849'REFERENCE  MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1009 ***********************************************************************
 CU1009  DESIGNATION -  PYRON
 CU1009  PID         -  CU1009
 CU1009  STATE/COUNTY-  TX/FISHER
 CU1009  USGS QUAD   -  INADALE (1969)
 CU1009
 CU1009                         *CURRENT SURVEY CONTROL
 CU1009  ___________________________________________________________________
 CU1009* NAD 83(1993)-  32 36 14.32548(N)    100 39 16.76434(W)     ADJUSTED  
 CU1009* NAVD 88     -       740.     (meters)    2428.     (feet)  SCALED    
 CU1009  ___________________________________________________________________
 CU1009  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 CU1009  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CU1009
 CU1009  HORZ ORDER  -  SECOND
 CU1009
 CU1009.The horizontal coordinates were established by classical geodetic methods
 CU1009.and adjusted by the National Geodetic Survey in February 1996..
 CU1009
 CU1009.The orthometric height was scaled from a topographic map.
 CU1009
 CU1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1009
 CU1009.The geoid height was determined by GEOID03.
 CU1009
 CU1009;                    North         East     Units Scale Factor Converg.
 CU1009;SPC TXNC     - 2,106,012.771   397,779.468   MT  0.99990294   -1 10 30.5
 CU1009;SPC TXNC     - 6,909,476.90  1,305,048.14   sFT  0.99990294   -1 10 30.5
 CU1009;UTM  14      - 3,608,593.701   344,732.902   MT  0.99989728   -0 53 30.3
 CU1009
 CU1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1009!SPC TXNC     -   0.99988806  x   0.99990294  =   0.99979101
 CU1009!UTM  14      -   0.99988806  x   0.99989728  =   0.99978535
 CU1009
 CU1009|---------------------------------------------------------------------|
 CU1009| PID    Reference Object                     Distance      Geod. Az  |
 CU1009|                                                           dddmmss.s |
 CU1009| CX7997 PYRON RM 1                           31.480 METERS 06241     |
 CU1009| CU1008 PYRON ATT MICROWAVE                 APPROX. 2.7 KM 0962017.3 |
 CU1009| CX7998 PYRON RM 2                           25.770 METERS 17609     |
 CU1009| CX7996 PYRON AZ MK                                        2535023.4 |
 CU1009| CU1013 HERMLEIGH MUN TANK                  APPROX.10.7 KM 2891249.1 |
 CU1009| CU1014 CAMP SPRINGS ATT MICROWAVE          APPROX.19.4 KM 3211103.8 |
 CU1009|---------------------------------------------------------------------|
 CU1009
 CU1009                          SUPERSEDED SURVEY CONTROL
 CU1009
 CU1009  NAD 83(1986)-  32 36 14.33023(N)    100 39 16.75504(W) AD(       ) 2
 CU1009  NAD 27      -  32 36 13.92391(N)    100 39 15.35305(W) AD(       ) 2
 CU1009
 CU1009.Superseded values are not recommended for survey control.
 CU1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1009.See file dsdata.txt to determine how the superseded data were derived.
 CU1009
 CU1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB4473308594(NAD 83)
 CU1009_MARKER: DS = TRIANGULATION STATION DISK
 CU1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1009
 CU1009  HISTORY     - Date     Condition        Report By
 CU1009  HISTORY     - 1968     MONUMENTED       CGS
 CU1009
 CU1009                          STATION DESCRIPTION
 CU1009
 CU1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1009'HOUSE BETWEEN REFERENCE MARKS, NO MEASUREMENT WAS MADE.
 CU1009'
 CU1009'STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF ROBY, ABOUT 17
 CU1009'MILES NORTHWEST OF ROSCOE AND ABOUT 6-1/2 MILES EAST-SOUTHEAST
 CU1009'OF HERMLEIGH ON PROPERTY OWNED BY MR. J.P. SANDEFUR.
 CU1009'
 CU1009'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND FARM ROAD 644
 CU1009'ABOUT 1/2 MILE SOUTH OF HERMLEIGH, GO SOUTHEAST ON U.S. HIGHWAY
 CU1009'84 FOR 2.7 MILES TO JUNCTION WITH FARM ROAD 1606, TURN LEFT AND
 CU1009'GO EAST ON FARM ROAD 1606 FOR 2 MILES TO RAILROAD CROSSING,
 CU1009'CONTINUE EAST FOR 1.5 MILES TO CROSSROAD, CONTINUE FOR 0.5
 CU1009'MILE TO A SIDE ROAD RIGHT AND AZIMUTH MARK ON LEFT IN THE NORTH
 CU1009'END OF A CONCRETE CULVERT, CONTINUE FOR 0.5 MILE TO A OLD FARM
 CU1009'HOUSE AND STATION ON LEFT.
 CU1009'
 CU1009'STATION MARK, A STANDARD DISK STAMPED PYRON 1968, IS SET IN
 CU1009'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS
 CU1009'143 FEET NORTH OF THE CENTER OF FARM ROAD 1606, 88 FEET NORTH
 CU1009'OF CENTER OF GATE, 42 FEET SOUTHEAST OF FENCE CORNER, 38.5 FEET
 CU1009'WEST OF THE NORTHWEST CORNER OF HOUSE AND 15.5 FEET EAST OF
 CU1009'FENCE.
 CU1009'
 CU1009'REFERENCE MARK 1, A STANDARD DISK STAMPED PYRON NO 1 1968, IS
 CU1009'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE
 CU1009'MARK IS 29 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE,
 CU1009'1.5 FEET SOUTHWEST OF GATE POST AND 1 FOOT WEST OF FENCE.
 CU1009'
 CU1009'REFERENCE MARK 2, A STANDARD DISK STAMPED PYRON NO 2 1968, IS
 CU1009'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 CU1009'INCHES.  THE MARK IS 11 FEET NORTHWEST OF CENTER OF GATE, 5.5
 CU1009'FEET NORTH OF FENCE CORNER AND 1 FOOT EAST OF FENCE.
 CU1009'
 CU1009'AZIMUTH MARK, A STANDARD DISK STAMPED PYRON 1968, IS SET IN A
 CU1009'DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 CU1009'CULVERT WHICH IS ABOUT 1 FOOT LOWER THAN THE SURFACE OF THE
 CU1009'ROAD.  THE MARK IS 48 FEET NORTHEAST OF T ROAD INTERSECTION AND
 CU1009'34.5 FEET SOUTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1008 ***********************************************************************
 CU1008  DESIGNATION -  PYRON ATT MICROWAVE
 CU1008  PID         -  CU1008
 CU1008  STATE/COUNTY-  TX/FISHER
 CU1008  USGS QUAD   -  INADALE (1969)
 CU1008
 CU1008                         *CURRENT SURVEY CONTROL
 CU1008  ___________________________________________________________________
 CU1008* NAD 83(1993)-  32 36 04.66605(N)    100 37 34.15156(W)     ADJUSTED  
 CU1008* NAVD 88     -                                                        
 CU1008  ___________________________________________________________________
 CU1008  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 CU1008  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CU1008
 CU1008  HORZ ORDER  -  THIRD
 CU1008
 CU1008.The horizontal coordinates were established by classical geodetic methods
 CU1008.and adjusted by the National Geodetic Survey in February 1996..
 CU1008
 CU1008
 CU1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1008
 CU1008.The geoid height was determined by GEOID03.
 CU1008
 CU1008;                    North         East     Units Scale Factor Converg.
 CU1008;SPC TXNC     - 2,105,660.799   400,448.217   MT  0.99990331   -1 09 34.5
 CU1008;SPC TXNC     - 6,908,322.14  1,313,803.86   sFT  0.99990331   -1 09 34.5
 CU1008;UTM  14      - 3,608,254.934   347,403.330   MT  0.99988714   -0 52 34.8
 CU1008
 CU1008                          SUPERSEDED SURVEY CONTROL
 CU1008
 CU1008  NAD 83(1986)-  32 36 04.67125(N)    100 37 34.14167(W) AD(       ) 4
 CU1008  NAD 27      -  32 36 04.26402(N)    100 37 32.72947(W) AD(       ) 3
 CU1008
 CU1008.Superseded values are not recommended for survey control.
 CU1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1008.See file dsdata.txt to determine how the superseded data were derived.
 CU1008
 CU1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB4740308255(NAD 83)
 CU1008_MARKER: 45 = MICROWAVE TOWER
 CU1008
 CU1008  HISTORY     - Date     Condition        Report By
 CU1008  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1008
 CU1008                          STATION DESCRIPTION
 CU1008
 CU1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1008'IS A FOUR LEGGED STEEL TOWER, PAINTED RED AND WHITE AND ABOUT
 CU1008'275 FEET IN HEIGHT.
 CU1008'
 CU1008'IS LOCATED ABOUT 13 MILES NORTHWEST OF ROSCOE AND ABOUT 7 MILES
 CU1008'EAST-SOUTHEAST OF HERMLEIGH.
 CU1008'
 CU1008'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND FARM ROAD
 CU1008'1606, GO EAST ON FARM ROAD 1606 FOR 5.8 MILES TO A SIDE ROAD
 CU1008'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO STATION ON LEFT.
 CU1008'
 CU1008'POINT INTERSECTED, TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9394 ***********************************************************************
 AD9394  SACS        -  This is a Secondary Airport Control Station.
 AD9394  DESIGNATION -  PYX A
 AD9394  PID         -  AD9394
 AD9394  STATE/COUNTY-  TX/OCHILTREE
 AD9394  USGS QUAD   -  HUNTOON (1973)
 AD9394
 AD9394                         *CURRENT SURVEY CONTROL
 AD9394  ___________________________________________________________________
 AD9394* NAD 83(1993)-  36 24 27.19275(N)    100 44 55.05045(W)     ADJUSTED  
 AD9394* NAVD 88     -       887.98   (meters)    2913.3    (feet)  GPS OBS   
 AD9394  ___________________________________________________________________
 AD9394  X           -    -958,608.616 (meters)                     COMP
 AD9394  Y           -  -5,049,798.274 (meters)                     COMP
 AD9394  Z           -   3,765,193.972 (meters)                     COMP
 AD9394  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AD9394  ELLIP HEIGHT-         860.53  (meters)          (02/26/01) GPS OBS
 AD9394  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AD9394
 AD9394  HORZ ORDER  -  FIRST
 AD9394  ELLP ORDER  -  FOURTH    CLASS II
 AD9394
 AD9394.This mark is at Perryton Ochiltree Co (PYX) Airport (PYX)
 AD9394
 AD9394.The horizontal coordinates were established by GPS observations
 AD9394.and adjusted by the National Geodetic Survey in July 1997..
 AD9394
 AD9394.The orthometric height was determined by GPS observations and a
 AD9394.high-resolution geoid model.
 AD9394
 AD9394.GPS derived orthometric heights for airport stations designated as
 AD9394.PACS or SACS are published to 2 decimal places.  This maintains
 AD9394.centimeter relative accuracy between the PACS and SACS.  It does
 AD9394.not indicate centimeter accuracy relative to other marks which are
 AD9394.part of the NAVD 88 network.
 AD9394
 AD9394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9394
 AD9394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9394
 AD9394.The ellipsoidal height was determined by GPS observations
 AD9394.and is referenced to NAD 83.
 AD9394
 AD9394.The geoid height was determined by GEOID03.
 AD9394
 AD9394;                    North         East     Units Scale Factor Converg.
 AD9394;SPC TX N     - 1,267,358.185   267,399.832   MT  1.00006001   +0 26 07.6
 AD9394;SPC TX N     - 4,157,990.98    877,294.28   sFT  1.00006001   +0 26 07.6
 AD9394;UTM  14      - 4,030,573.954   343,208.206   MT  0.99990289   -1 02 17.0
 AD9394
 AD9394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9394!SPC TX N     -   0.99986496  x   1.00006001  =   0.99992497
 AD9394!UTM  14      -   0.99986496  x   0.99990289  =   0.99976787
 AD9394
 AD9394:                Primary Azimuth Mark                     Grid Az
 AD9394:SPC TX N     -  PERRYPORT                                352 09 32.9
 AD9394:UTM  14      -  PERRYPORT                                353 37 57.5
 AD9394
 AD9394|---------------------------------------------------------------------|
 AD9394| PID    Reference Object                     Distance      Geod. Az  |
 AD9394|                                                           dddmmss.s |
 AD9394| GK1099 PERRYPORT                           APPROX. 0.6 KM 3523540.5 |
 AD9394|---------------------------------------------------------------------|
 AD9394
 AD9394                          SUPERSEDED SURVEY CONTROL
 AD9394
 AD9394  ELLIP H (07/23/97)  860.54   (m)                       GP(       ) 4 2
 AD9394
 AD9394.Superseded values are not recommended for survey control.
 AD9394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9394.See file dsdata.txt to determine how the superseded data were derived.
 AD9394
 AD9394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4320830574(NAD 83)
 AD9394_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9394_STAMPING: PYX A 1995
 AD9394_MARK LOGO: NGS   
 AD9394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9394+STABILITY: SURFACE MOTION
 AD9394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9394+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9394
 AD9394  HISTORY     - Date     Condition        Report By
 AD9394  HISTORY     - 1995     MONUMENTED       NGS
 AD9394
 AD9394                          STATION DESCRIPTION
 AD9394
 AD9394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9394'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) EAST OF PERRYTON, AT THE
 AD9394'PERRYTON-OCHILTREE COUNTY AIRPORT.  ON THE NORTH SIDE OF THE SOUTH
 AD9394'TAXI LEADING TO THE EAST HANGARS.  OWNERSHIP--CITY OF PERRYTON AND
 AD9394'OCHILTREE COUNTY, 511 SOUTH MAIN, PERRYTON TX 79070.  THE AIRPORT
 AD9394'MANAGER IS LANDRUM OSBORNE, PHONE 806 435-4226.  TO REACH THE STATION
 AD9394'FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 70 IN PERRYTON, GO 5.8 KM
 AD9394'(3.60 MI) NORTHEAST ON HIGHWAY 15 TO THE AIRPORT ENTRANCE ROAD, TURN
 AD9394'RIGHT, SOUTH, GO 1.5 KM (0.95 MI) TO A PAVED ROAD LEADING TO THE
 AD9394'APRON, (50 METERS BEFORE THE TERMINAL ENTRANCE) TURN RIGHT, WEST, GO
 AD9394'0.16 KM (0.10 MI) ALONG THE ROAD, THROUGH THE GATE, AND ACROSS THE
 AD9394'APRON TO A TAXI, TURN LEFT, SOUTH, GO 0.65 KM (0.40 MI) ALONG THE TAXI
 AD9394'TO THE RUNWAY END AND THE SOUTH TAXI, AND THE STATION ON THE LEFT.
 AD9394'THE STATION IS 34.8 M (114.2 FT) EAST OF THE MAIN TAXI CENTERLINE,
 AD9394'13.4 M (44.0 FT) EAST OF THE CENTER OF A CULVERT, 8.8 M (28.9 FT)
 AD9394'NORTH OF THE SOUTH TAXI CENTER, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 AD9394'POST, 0.3 M (1.0 FT) BELOW THE LEVELE OF THE TAXI, AND THE MONUMENT IS
 AD9394'FLUSH WITH THE GROUND SURFACE.  MARK IS A SECONDARY AIRPORT CONTROL
 AD9394'STATION (SACS) .  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0519 ***********************************************************************
 BY0519  DESIGNATION -  Q 100
 BY0519  PID         -  BY0519
 BY0519  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0519  USGS QUAD   -  VEACH (1984)
 BY0519
 BY0519                         *CURRENT SURVEY CONTROL
 BY0519  ___________________________________________________________________
 BY0519* NAD 83(1986)-  31 08 40.     (N)    094 10 14.     (W)     SCALED    
 BY0519* NAVD 88     -        54.34   (+/-2cm)     178.3    (feet)  VERTCON   
 BY0519  ___________________________________________________________________
 BY0519  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BY0519
 BY0519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0519
 BY0519.The horizontal coordinates were scaled from a topographic map and have
 BY0519.an estimated accuracy of +/- 6 seconds.
 BY0519
 BY0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0519.The vertical order pertains to the NGVD 29 superseded value.
 BY0519
 BY0519.The geoid height was determined by GEOID03.
 BY0519
 BY0519;                    North         East    Units  Estimated Accuracy
 BY0519;SPC TX C     - 3,180,090.    1,287,310.      MT  (+/- 180 meters Scaled)
 BY0519
 BY0519                          SUPERSEDED SURVEY CONTROL
 BY0519
 BY0519  NGVD 29 (??/??/92)   54.357  (m)          178.34   (f) ADJ UNCH    2 0
 BY0519
 BY0519.Superseded values are not recommended for survey control.
 BY0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0519.See file dsdata.txt to determine how the superseded data were derived.
 BY0519
 BY0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ884462(NAD 83)
 BY0519_MARKER: DB = BENCH MARK DISK
 BY0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0519_STAMPING: Q 100 1952
 BY0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0519+STABILITY: SURFACE MOTION
 BY0519
 BY0519  HISTORY     - Date     Condition        Report By
 BY0519  HISTORY     - 1952     MONUMENTED       CGS
 BY0519
 BY0519                          STATION DESCRIPTION
 BY0519
 BY0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0519'15.15 MI NW FROM BROOKELAND.
 BY0519'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0519'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0519'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 4.7 MILES
 BY0519'NORTHWEST ALONG FOREST ROAD 304, THENCE 3.65 MILES SOUTHWEST ALONG
 BY0519'FOREST ROAD 318, THENCE 0.2 MILE NORTHWEST ALONG FOREST ROAD 318, 0.2
 BY0519'MILE NORTHWEST OF A WOODS ROAD LEADING SOUTHWEST, 52 FEET EAST OF THE
 BY0519'NORTHEAST END OF A CONCRETE PIPE CULVERT, 30 FEET NORTHEAST OF THE
 BY0519'CENTER LINE OF THE FOREST ROAD, 11 FEET SOUTHWEST OF AN 8 INCH
 BY0519'TRIANGULAR BLAZED OAK TREE, 1.5 FEET NORTHWEST OF A WITNESS POST, SET
 BY0519'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BY0519'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0962 ***********************************************************************
 AY0962  DESIGNATION -  Q 1000
 AY0962  PID         -  AY0962
 AY0962  STATE/COUNTY-  TX/BEXAR
 AY0962  USGS QUAD   -  HELOTES (1992)
 AY0962
 AY0962                         *CURRENT SURVEY CONTROL
 AY0962  ___________________________________________________________________
 AY0962* NAD 83(1986)-  29 34 15.     (N)    098 38 08.     (W)     SCALED    
 AY0962* NAVD 88     -       290.566  (meters)     953.30   (feet)  POSTED    
 AY0962  ___________________________________________________________________
 AY0962  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AY0962  DYNAMIC HT  -         290.140 (meters)     951.90  (feet)  COMP
 AY0962  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 AY0962
 AY0962  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0962
 AY0962.The horizontal coordinates were scaled from a topographic map and have
 AY0962.an estimated accuracy of +/- 6 seconds.
 AY0962
 AY0962.The orthometric height was determined by differential leveling
 AY0962.and adjusted by the National Geodetic Survey in 1992..
 AY0962.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0962.rate of 0.0 thru 1.0 mm/km.
 AY0962
 AY0962.The geoid height was determined by GEOID03.
 AY0962
 AY0962.The dynamic height is computed by dividing the NAVD 88
 AY0962.geopotential number by the normal gravity value computed on the
 AY0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0962.degrees latitude (g = 980.6199 gals.).
 AY0962
 AY0962.The modeled gravity was interpolated from observed gravity values.
 AY0962
 AY0962;                    North         East    Units  Estimated Accuracy
 AY0962;SPC TXSC     - 4,192,620.      635,310.      MT  (+/- 180 meters Scaled)
 AY0962
 AY0962                          SUPERSEDED SURVEY CONTROL
 AY0962
 AY0962  NGVD 29 (??/??/92)  290.443  (m)          952.90   (f) ADJ UNCH    1 2
 AY0962
 AY0962.Superseded values are not recommended for survey control.
 AY0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0962.See file dsdata.txt to determine how the superseded data were derived.
 AY0962
 AY0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT353712(NAD 83)
 AY0962_MARKER: DB = BENCH MARK DISK
 AY0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0962_STAMPING: Q 1000 1953
 AY0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0962+STABILITY: SURFACE MOTION
 AY0962
 AY0962  HISTORY     - Date     Condition        Report By
 AY0962  HISTORY     - 1953     MONUMENTED       CGS
 AY0962  HISTORY     - 1970     MARK NOT FOUND   NGS
 AY0962  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY0962
 AY0962                          STATION DESCRIPTION
 AY0962
 AY0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0962'7.2 MI N FROM SAN ANTONIO.
 AY0962'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM LEON VALLEY SCHOOL AT
 AY0962'SAN ANTONIO, BEXAR COUNTY, THENCE 3.1 MILES NORTHEAST ALONG HAUSMAN
 AY0962'ROAD.  ON THE EXTENDED CENTERLINE OF A ROAD LEADING WEST, 20 FEET EAST
 AY0962'OF THE CENTERLINE OF A ROAD LEADING NORTH, 13 FEET NORTH OF A POWER
 AY0962'POLE, 8 FEET SOUTH OF THE CENTER OF A WIRE GATE, 15 FEET NORTH OF AN
 AY0962'EAST-WEST FENCE, 2 FEET WEST OF A NORTH-AND-SOUTH FENCE, AND 2.6 FEET
 AY0962'NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q
 AY0962'1000 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 AY0962'ABOVE GROUND.  NOTE-- THE EASTWEST FENCE LINE HAS BEEN SET BACK AND
 AY0962'ROAD WIDENED.  THE SITE IS NOW A CROSSROAD AND A CULVERT HAS BEEN
 AY0962'BUILT WHERE THE ORIGINAL DISTANCES PUT THE MARK TO BE.
 AY0962
 AY0962                          STATION RECOVERY (2002)
 AY0962
 AY0962'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0330 ***********************************************************************
 AY0330  DESIGNATION -  Q 1001
 AY0330  PID         -  AY0330
 AY0330  STATE/COUNTY-  TX/BEXAR
 AY0330  USGS QUAD   -  MARTINEZ (1992)
 AY0330
 AY0330                         *CURRENT SURVEY CONTROL
 AY0330  ___________________________________________________________________
 AY0330* NAD 83(1986)-  29 29 07.     (N)    098 22 01.     (W)     SCALED    
 AY0330* NAVD 88     -       217.585  (meters)     713.86   (feet)  POSTED    
 AY0330  ___________________________________________________________________
 AY0330  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY0330  DYNAMIC HT  -         217.270 (meters)     712.83  (feet)  COMP
 AY0330  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0330
 AY0330  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0330
 AY0330.The horizontal coordinates were scaled from a topographic map and have
 AY0330.an estimated accuracy of +/- 6 seconds.
 AY0330
 AY0330.The orthometric height was determined by differential leveling
 AY0330.and adjusted by the National Geodetic Survey in 1992..
 AY0330.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0330.rate of 0.0 thru 1.0 mm/km.
 AY0330
 AY0330.The geoid height was determined by GEOID03.
 AY0330
 AY0330.The dynamic height is computed by dividing the NAVD 88
 AY0330.geopotential number by the normal gravity value computed on the
 AY0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0330.degrees latitude (g = 980.6199 gals.).
 AY0330
 AY0330.The modeled gravity was interpolated from observed gravity values.
 AY0330
 AY0330;                    North         East    Units  Estimated Accuracy
 AY0330;SPC TXSC     - 4,183,250.      661,390.      MT  (+/- 180 meters Scaled)
 AY0330
 AY0330                          SUPERSEDED SURVEY CONTROL
 AY0330
 AY0330  NGVD 29 (??/??/92)  217.481  (m)          713.52   (f) ADJ UNCH    1 2
 AY0330
 AY0330.Superseded values are not recommended for survey control.
 AY0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0330.See file dsdata.txt to determine how the superseded data were derived.
 AY0330
 AY0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT613619(NAD 83)
 AY0330_MARKER: DB = BENCH MARK DISK
 AY0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0330_STAMPING: Q 1001 1953
 AY0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0330+STABILITY: SURFACE MOTION
 AY0330
 AY0330  HISTORY     - Date     Condition        Report By
 AY0330  HISTORY     - 1953     MONUMENTED       CGS
 AY0330  HISTORY     - 1987     MARK NOT FOUND   USGS
 AY0330  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0330  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0330
 AY0330                          STATION DESCRIPTION
 AY0330
 AY0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0330'1.45 MI NE FROM KIRBY.
 AY0330'1.45 MILES NORTHEAST ALONG GIBBS SPRAWL ROAD FROM ITS JUNCTION WITH
 AY0330'FARM ROAD 78 AND ACKERMAN ROAD AT KIRBY, AT A JUNCTION WITH A ROAD
 AY0330'LEADING NORTH, 22 FEET SOUTHEAST OF THE CENTER LINE OF GIBBS SPRAWL
 AY0330'ROAD, 33 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TEXAS AND NEW
 AY0330'ORLEANS RAILROAD, 56 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 AY0330'NORTH, 7 FEET SOUTHWEST OF A TELEPHONE POLE, 2.5 FEET SOUTHWEST OF A
 AY0330'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AY0330'FOOT ABOVE THE GROUND.
 AY0330
 AY0330                          STATION RECOVERY (1987)
 AY0330
 AY0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0330'MARK NOT FOUND.
 AY0330
 AY0330                          STATION RECOVERY (1988)
 AY0330
 AY0330'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0330'MARK NOT FOUND.
 AY0330
 AY0330                          STATION RECOVERY (1999)
 AY0330
 AY0330'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0368 ***********************************************************************
 AY0368  DESIGNATION -  Q 1002
 AY0368  PID         -  AY0368
 AY0368  STATE/COUNTY-  TX/BEXAR
 AY0368  USGS QUAD   -  ELMENDORF (1992)
 AY0368
 AY0368                         *CURRENT SURVEY CONTROL
 AY0368  ___________________________________________________________________
 AY0368* NAD 83(1986)-  29 18 50.     (N)    098 21 21.     (W)     SCALED    
 AY0368* NAVD 88     -       155.815  (meters)     511.20   (feet)  POSTED    
 AY0368  ___________________________________________________________________
 AY0368  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AY0368  DYNAMIC HT  -         155.590 (meters)     510.46  (feet)  COMP
 AY0368  MODELED GRAV-     979,194.8   (mgal)                       NAVD 88
 AY0368
 AY0368  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AY0368
 AY0368.The horizontal coordinates were scaled from a topographic map and have
 AY0368.an estimated accuracy of +/- 6 seconds.
 AY0368
 AY0368.The orthometric height was determined by differential leveling
 AY0368.and adjusted by the National Geodetic Survey in 1992..
 AY0368.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AY0368.rate of 4.1 thru 8.0 mm/km.
 AY0368
 AY0368.The geoid height was determined by GEOID03.
 AY0368
 AY0368.The dynamic height is computed by dividing the NAVD 88
 AY0368.geopotential number by the normal gravity value computed on the
 AY0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0368.degrees latitude (g = 980.6199 gals.).
 AY0368
 AY0368.The modeled gravity was interpolated from observed gravity values.
 AY0368
 AY0368;                    North         East    Units  Estimated Accuracy
 AY0368;SPC TXSC     - 4,164,260.      662,570.      MT  (+/- 180 meters Scaled)
 AY0368
 AY0368                          SUPERSEDED SURVEY CONTROL
 AY0368
 AY0368  NGVD 29 (??/??/92)  155.709  (m)          510.86   (f) ADJ UNCH    1 2
 AY0368
 AY0368.Superseded values are not recommended for survey control.
 AY0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0368.See file dsdata.txt to determine how the superseded data were derived.
 AY0368
 AY0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT625429(NAD 83)
 AY0368_MARKER: DB = BENCH MARK DISK
 AY0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0368_STAMPING: Q 1002 1953
 AY0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0368+STABILITY: SURFACE MOTION
 AY0368
 AY0368  HISTORY     - Date     Condition        Report By
 AY0368  HISTORY     - 1953     MONUMENTED       CGS
 AY0368  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0368  HISTORY     - 19991103 GOOD             USPSQD
 AY0368  HISTORY     - 20040227 GOOD             USPSQD
 AY0368
 AY0368                          STATION DESCRIPTION
 AY0368
 AY0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0368'8.3 MI SE FROM SAN ANTONIO.
 AY0368'6.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS JUNCTION WITH LOOP
 AY0368'13 (MILITARY DRIVE) AT SAN ANTONIO, THENCE 1.5 MILES NORTHEAST ALONG
 AY0368'FOSTER ROAD, 67 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 AY0368'DRIVEWAY LEADING EAST TO A HOUSE, 25 FEET SOUTHEAST OF THE CENTER LINE
 AY0368'OF FOSTER ROAD, 1.6 FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A
 AY0368'WITNESS POST, 1.1 MILES SOUTHWEST OF BENCH MARK R 1002, SET IN THE TOP
 AY0368'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0368
 AY0368                          STATION RECOVERY (1967)
 AY0368
 AY0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0368'MARK NOT FOUND.
 AY0368
 AY0368                          STATION RECOVERY (1999)
 AY0368
 AY0368'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0368'RECOVERED IN GOOD CONDITION.
 AY0368
 AY0368                          STATION RECOVERY (2004)
 AY0368
 AY0368'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1068 ***********************************************************************
 AY1068  DESIGNATION -  Q 1003
 AY1068  PID         -  AY1068
 AY1068  STATE/COUNTY-  TX/KENDALL
 AY1068  USGS QUAD   -  BOERNE (1982)
 AY1068
 AY1068                         *CURRENT SURVEY CONTROL
 AY1068  ___________________________________________________________________
 AY1068* NAD 83(1986)-  29 47 51.     (N)    098 40 05.     (W)     SCALED    
 AY1068* NAVD 88     -       454.140  (meters)    1489.96   (feet)  ADJUSTED  
 AY1068  ___________________________________________________________________
 AY1068  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AY1068  DYNAMIC HT  -         453.480 (meters)    1487.79  (feet)  COMP
 AY1068  MODELED GRAV-     979,176.2   (mgal)                       NAVD 88
 AY1068
 AY1068  VERT ORDER  -  SECOND    CLASS 0
 AY1068
 AY1068.The horizontal coordinates were scaled from a topographic map and have
 AY1068.an estimated accuracy of +/- 6 seconds.
 AY1068
 AY1068.The orthometric height was determined by differential leveling
 AY1068.and adjusted by the National Geodetic Survey in June 1991..
 AY1068
 AY1068.The geoid height was determined by GEOID03.
 AY1068
 AY1068.The dynamic height is computed by dividing the NAVD 88
 AY1068.geopotential number by the normal gravity value computed on the
 AY1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1068.degrees latitude (g = 980.6199 gals.).
 AY1068
 AY1068.The modeled gravity was interpolated from observed gravity values.
 AY1068
 AY1068;                    North         East    Units  Estimated Accuracy
 AY1068;SPC TXSC     - 4,217,730.      632,090.      MT  (+/- 180 meters Scaled)
 AY1068
 AY1068                          SUPERSEDED SURVEY CONTROL
 AY1068
 AY1068  NGVD 29 (??/??/92)  454.037  (m)         1489.62   (f) ADJ UNCH    2 0
 AY1068
 AY1068.Superseded values are not recommended for survey control.
 AY1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1068.See file dsdata.txt to determine how the superseded data were derived.
 AY1068
 AY1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT320963(NAD 83)
 AY1068_MARKER: DB = BENCH MARK DISK
 AY1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1068_STAMPING: Q 1003 1953
 AY1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1068+STABILITY: SURFACE MOTION
 AY1068
 AY1068  HISTORY     - Date     Condition        Report By
 AY1068  HISTORY     - 1953     MONUMENTED       CGS
 AY1068  HISTORY     - 1964     GOOD             USGS
 AY1068  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1068
 AY1068                          STATION DESCRIPTION
 AY1068
 AY1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1068'4.0 MI E FROM BOERNE.
 AY1068'4.0 MILES EAST ALONG ST HWY NO. 46 FROM ITS JUNCTION WITH U.S. HIGHWAY
 AY1068'87 AT BOERNE, 53 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 47
 AY1068'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH, 19
 AY1068'FEET NORTH OF A 16 INCH OAK TREE, 2 FEET SOUTH OF A FENCE, 2.6 FEET
 AY1068'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1068'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1068
 AY1068                          STATION RECOVERY (1964)
 AY1068
 AY1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1068'RECOVERED IN GOOD CONDITION.
 AY1068
 AY1068                          STATION RECOVERY (1990)
 AY1068
 AY1068'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1081 ***********************************************************************
 AY1081  DESIGNATION -  Q 1004
 AY1081  PID         -  AY1081
 AY1081  STATE/COUNTY-  TX/KENDALL
 AY1081  USGS QUAD   -  RANGER CREEK (1982)
 AY1081
 AY1081                         *CURRENT SURVEY CONTROL
 AY1081  ___________________________________________________________________
 AY1081* NAD 83(1986)-  29 46 07.     (N)    098 45 45.     (W)     SCALED    
 AY1081* NAVD 88     -       482.939  (meters)    1584.44   (feet)  ADJUSTED  
 AY1081  ___________________________________________________________________
 AY1081  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AY1081  DYNAMIC HT  -         482.234 (meters)    1582.13  (feet)  COMP
 AY1081  MODELED GRAV-     979,166.9   (mgal)                       NAVD 88
 AY1081
 AY1081  VERT ORDER  -  SECOND    CLASS 0
 AY1081
 AY1081.The horizontal coordinates were scaled from a topographic map and have
 AY1081.an estimated accuracy of +/- 6 seconds.
 AY1081
 AY1081.The orthometric height was determined by differential leveling
 AY1081.and adjusted by the National Geodetic Survey in June 1991..
 AY1081
 AY1081.The geoid height was determined by GEOID03.
 AY1081
 AY1081.The dynamic height is computed by dividing the NAVD 88
 AY1081.geopotential number by the normal gravity value computed on the
 AY1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1081.degrees latitude (g = 980.6199 gals.).
 AY1081
 AY1081.The modeled gravity was interpolated from observed gravity values.
 AY1081
 AY1081;                    North         East    Units  Estimated Accuracy
 AY1081;SPC TXSC     - 4,214,510.      622,970.      MT  (+/- 180 meters Scaled)
 AY1081
 AY1081                          SUPERSEDED SURVEY CONTROL
 AY1081
 AY1081  NGVD 29 (??/??/92)  482.840  (m)         1584.12   (f) ADJ UNCH    2 0
 AY1081
 AY1081.Superseded values are not recommended for survey control.
 AY1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1081.See file dsdata.txt to determine how the superseded data were derived.
 AY1081
 AY1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT229931(NAD 83)
 AY1081_MARKER: DB = BENCH MARK DISK
 AY1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1081_STAMPING: Q 1004 1953
 AY1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1081+STABILITY: SURFACE MOTION
 AY1081
 AY1081  HISTORY     - Date     Condition        Report By
 AY1081  HISTORY     - 1953     MONUMENTED       CGS
 AY1081  HISTORY     - 1990     GOOD             USPSQD
 AY1081  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY1081  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1081
 AY1081                          STATION DESCRIPTION
 AY1081
 AY1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1081'3.25 MI SW FROM BOERNE.
 AY1081'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1081'THENCE 2.35 MILES SOUTHWEST ALONG A FARM ROAD WHICH IS NOW UNDER
 AY1081'CONSTRUCTION, 92 FEET EAST OF THE EAST CORNER OF A HOUSE, 37 FEET
 AY1081'NORTHWEST OF THE CENTER LINE OF THE ROAD, 7 FEET NORTHEAST OF A FENCE
 AY1081'CORNER, 9 FEET EAST OF A POWER POLE, 1.7 FEET SOUTHEAST OF A FENCE,
 AY1081'2.6 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY1081'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1081
 AY1081                          STATION RECOVERY (1990)
 AY1081
 AY1081'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1081'RECOVERED IN GOOD CONDITION.
 AY1081
 AY1081                          STATION RECOVERY (1994)
 AY1081
 AY1081'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1081'MARK NOT FOUND.
 AY1081
 AY1081                          STATION RECOVERY (2005)
 AY1081
 AY1081'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AY1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0926 ***********************************************************************
 AY0926  DESIGNATION -  Q 1005
 AY0926  PID         -  AY0926
 AY0926  STATE/COUNTY-  TX/KENDALL
 AY0926  USGS QUAD   -  RANGER CREEK (1982)
 AY0926
 AY0926                         *CURRENT SURVEY CONTROL
 AY0926  ___________________________________________________________________
 AY0926* NAD 83(1986)-  29 50 06.     (N)    098 46 25.     (W)     SCALED    
 AY0926* NAVD 88     -       472.266  (meters)    1549.43   (feet)  POSTED    
 AY0926  ___________________________________________________________________
 AY0926  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AY0926  DYNAMIC HT  -         471.580 (meters)    1547.18  (feet)  COMP
 AY0926  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 AY0926
 AY0926  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0926
 AY0926.The horizontal coordinates were scaled from a topographic map and have
 AY0926.an estimated accuracy of +/- 6 seconds.
 AY0926
 AY0926.The orthometric height was determined by differential leveling
 AY0926.and adjusted by the National Geodetic Survey in 1992..
 AY0926.No vertical observational check was made to the station.
 AY0926.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0926.was located on a no-check spur therefore a value was not computed.
 AY0926
 AY0926.The geoid height was determined by GEOID03.
 AY0926
 AY0926.The dynamic height is computed by dividing the NAVD 88
 AY0926.geopotential number by the normal gravity value computed on the
 AY0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0926.degrees latitude (g = 980.6199 gals.).
 AY0926
 AY0926.The modeled gravity was interpolated from observed gravity values.
 AY0926
 AY0926;                    North         East    Units  Estimated Accuracy
 AY0926;SPC TXSC     - 4,221,860.      621,880.      MT  (+/- 180 meters Scaled)
 AY0926
 AY0926                          SUPERSEDED SURVEY CONTROL
 AY0926
 AY0926  NGVD 29 (??/??/92)  472.158  (m)         1549.07   (f) ADJ UNCH    1 2
 AY0926
 AY0926.Superseded values are not recommended for survey control.
 AY0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0926.See file dsdata.txt to determine how the superseded data were derived.
 AY0926
 AY0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU218005(NAD 83)
 AY0926_MARKER: DB = BENCH MARK DISK
 AY0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0926_STAMPING: Q 1005 1953
 AY0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0926+STABILITY: SURFACE MOTION
 AY0926
 AY0926  HISTORY     - Date     Condition        Report By
 AY0926  HISTORY     - 1953     MONUMENTED       CGS
 AY0926  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0926  HISTORY     - 19940309 MARK NOT FOUND   USPSQD
 AY0926
 AY0926                          STATION DESCRIPTION
 AY0926
 AY0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0926'4.0 MI NW FROM BOERNE.
 AY0926'4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 AY0926'BOERNE, AT THE BOERNE AIRPORT, 0.1 MILE SOUTHWEST OF A ROCK HOUSE, 35
 AY0926'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE NORTHWEST AND SOUTHEAST
 AY0926'RUNWAY, 84 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 2 FEET
 AY0926'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0926'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0926
 AY0926                          STATION RECOVERY (1990)
 AY0926
 AY0926'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0926'MARK NOT FOUND.
 AY0926
 AY0926                          STATION RECOVERY (1994)
 AY0926
 AY0926'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0899 ***********************************************************************
 AW0899  DESIGNATION -  Q 1006
 AW0899  PID         -  AW0899
 AW0899  STATE/COUNTY-  TX/HARRIS
 AW0899  USGS QUAD   -  PASADENA (1995)
 AW0899
 AW0899                         *CURRENT SURVEY CONTROL
 AW0899  ___________________________________________________________________
 AW0899* NAD 83(1986)-  29 44 03.     (N)    095 12 52.     (W)     SCALED    
 AW0899* NAVD 88     -         5.274  (meters)      17.30   (feet)  ADJUSTED  
 AW0899  ___________________________________________________________________
 AW0899  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW0899  DYNAMIC HT  -           5.267 (meters)      17.28  (feet)  COMP
 AW0899  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 AW0899
 AW0899  VERT ORDER  -  FIRST     CLASS II
 AW0899
 AW0899.The horizontal coordinates were scaled from a topographic map and have
 AW0899.an estimated accuracy of +/- 6 seconds.
 AW0899
 AW0899.The orthometric height was determined by differential leveling
 AW0899.and adjusted by the National Geodetic Survey in June 1991..
 AW0899
 AW0899.The geoid height was determined by GEOID03.
 AW0899
 AW0899.The dynamic height is computed by dividing the NAVD 88
 AW0899.geopotential number by the normal gravity value computed on the
 AW0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0899.degrees latitude (g = 980.6199 gals.).
 AW0899
 AW0899.The modeled gravity was interpolated from observed gravity values.
 AW0899
 AW0899;                    North         East    Units  Estimated Accuracy
 AW0899;SPC TXSC     - 4,216,590.      966,120.      MT  (+/- 180 meters Scaled)
 AW0899
 AW0899                          SUPERSEDED SURVEY CONTROL
 AW0899
 AW0899  NGVD 29 (12/23/87)    5.271  (m)           17.29   (f) ADJUSTED    1 2
 AW0899
 AW0899.Superseded values are not recommended for survey control.
 AW0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0899.See file dsdata.txt to determine how the superseded data were derived.
 AW0899
 AW0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN858913(NAD 83)
 AW0899_MARKER: DB = BENCH MARK DISK
 AW0899_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0899_SP_SET: BRICK WALL
 AW0899_STAMPING: Q 1006 1953
 AW0899_MARK LOGO: CGS   
 AW0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0899+STABILITY: SURFACE MOTION
 AW0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0899+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 AW0899
 AW0899  HISTORY     - Date     Condition        Report By
 AW0899  HISTORY     - 1953     MONUMENTED       CGS
 AW0899  HISTORY     - 1976     GOOD             NGS
 AW0899  HISTORY     - 1978     GOOD             NGS
 AW0899  HISTORY     - 1986     GOOD             NGS
 AW0899  HISTORY     - 1987     GOOD             USPSQD
 AW0899  HISTORY     - 1987     GOOD             USPSQD
 AW0899  HISTORY     - 1988     GOOD             USPSQD
 AW0899  HISTORY     - 1988     GOOD             USPSQD
 AW0899  HISTORY     - 1988     GOOD             USPSQD
 AW0899  HISTORY     - 1988     GOOD             USPSQD
 AW0899  HISTORY     - 1989     GOOD             USPSQD
 AW0899  HISTORY     - 19940712 GOOD             USPSQD
 AW0899  HISTORY     - 20031022 GOOD             USPSQD
 AW0899
 AW0899                          STATION DESCRIPTION
 AW0899
 AW0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW0899'0.25 MI NW FROM PASADENA.
 AW0899'ABOUT 0.25 MILE NORTHWEST ALONG CLINTON DR. FROM THE NORTH END OF THE
 AW0899'WASHBURN TUNNEL AT PASADENA, AT THE HOUSTON WATER PURIFICATION PLANT,
 AW0899'112 YARDS NORTH OF THE CENTER LINE OF THE EAST ENTRANCE TO THE
 AW0899'ADMINISTRATION BUILDING, SET VERTICALLY IN THE NORTH FACE OF THE
 AW0899'CONCRETE WALL OF THE TRANSFER PUMP STATION, 22 FEET SOUTHWEST OF THE
 AW0899'SOUTHWEST SIDE OF A STEEL TANK, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 AW0899'THE GROUND.
 AW0899
 AW0899                          STATION RECOVERY (1978)
 AW0899
 AW0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0899'RECOVERED IN GOOD CONDITION.
 AW0899
 AW0899                          STATION RECOVERY (1986)
 AW0899
 AW0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0899'RECOVERED IN GOOD CONDITION.
 AW0899
 AW0899                          STATION RECOVERY (1987)
 AW0899
 AW0899'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0899'RECOVERED IN GOOD CONDITION.
 AW0899
 AW0899                          STATION RECOVERY (1987)
 AW0899
 AW0899'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0899'RECOVERED IN GOOD CONDITION.
 AW0899
 AW0899                          STATION RECOVERY (1988)
 AW0899
 AW0899'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0899'RECOVERED IN GOOD CONDITION.
 AW0899
 AW0899                          STATION RECOVERY (1988)
 AW0899
 AW0899'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW0899'RECOVERED IN GOOD CONDITION.
 AW0899
 AW0899                          STATION RECOVERY (1988)
 AW0899
 AW0899'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0899'RECOVERED IN GOOD CONDITION.
 AW0899
 AW0899                          STATION RECOVERY (1988)
 AW0899
 AW0899'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0899'RECOVERED IN GOOD CONDITION.
 AW0899
 AW0899                          STATION RECOVERY (1989)
 AW0899
 AW0899'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0899'RECOVERED IN GOOD CONDITION.
 AW0899
 AW0899                          STATION RECOVERY (1994)
 AW0899
 AW0899'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0899'RECOVERED IN GOOD CONDITION.
 AW0899
 AW0899                          STATION RECOVERY (2003)
 AW0899
 AW0899'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2191 ***********************************************************************
 AW2191  DESIGNATION -  Q 1008
 AW2191  PID         -  AW2191
 AW2191  STATE/COUNTY-  TX/WALLER
 AW2191  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2191
 AW2191                         *CURRENT SURVEY CONTROL
 AW2191  ___________________________________________________________________
 AW2191* NAD 83(1986)-  29 54 10.     (N)    095 57 28.     (W)     SCALED    
 AW2191* NAVD 88     -        59.73   (+/-2cm)     196.0    (feet)  VERTCON   
 AW2191  ___________________________________________________________________
 AW2191  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2191
 AW2191  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2191
 AW2191.The horizontal coordinates were scaled from a topographic map and have
 AW2191.an estimated accuracy of +/- 6 seconds.
 AW2191
 AW2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2191.The vertical order pertains to the NGVD 29 superseded value.
 AW2191
 AW2191.The geoid height was determined by GEOID03.
 AW2191
 AW2191;                    North         East    Units  Estimated Accuracy
 AW2191;SPC TXSC     - 4,233,170.      893,760.      MT  (+/- 180 meters Scaled)
 AW2191
 AW2191                          SUPERSEDED SURVEY CONTROL
 AW2191
 AW2191  NGVD 29 (04/06/79)   59.715  (m)          195.91   (f) ADJUSTED    1 2
 AW2191
 AW2191.Superseded values are not recommended for survey control.
 AW2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2191.See file dsdata.txt to determine how the superseded data were derived.
 AW2191
 AW2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP143116(NAD 83)
 AW2191_MARKER: DB = BENCH MARK DISK
 AW2191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2191_SP_SET: CULVERT
 AW2191_STAMPING: Q 1008 1954
 AW2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2191+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2191
 AW2191  HISTORY     - Date     Condition        Report By
 AW2191  HISTORY     - 1954     MONUMENTED       CGS
 AW2191  HISTORY     - 1978     GOOD             NGS
 AW2191  HISTORY     - 20030710 GOOD             LJA
 AW2191  HISTORY     - 20041014 GOOD             USPSQD
 AW2191  HISTORY     - 20060430 MARK NOT FOUND   GEOCAC
 AW2191
 AW2191                          STATION DESCRIPTION
 AW2191
 AW2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2191'14.3 MI S FROM WALLER.
 AW2191'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW2191'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW2191'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 2.15 MILES SOUTH ALONG
 AW2191'A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE
 AW2191'2.0 MILES SOUTH ALONG FARM ROAD 362, 15 FEET EAST OF THE CENTER LINE
 AW2191'OF THE FARM ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 AW2191'OF A CONCRETE CULVERT.
 AW2191
 AW2191                          STATION RECOVERY (1978)
 AW2191
 AW2191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2191'RECOVERED IN GOOD CONDITION.
 AW2191
 AW2191                          STATION RECOVERY (2003)
 AW2191
 AW2191'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (TC)
 AW2191'RECOVERED IN GOOD CONDITION.
 AW2191
 AW2191                          STATION RECOVERY (2004)
 AW2191
 AW2191'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2191'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
 AW2191
 AW2191                          STATION RECOVERY (2006)
 AW2191
 AW2191'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AW2191'CULVERT UNDER HWY. 362 HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0101 ***********************************************************************
 BL0101  DESIGNATION -  Q 101
 BL0101  PID         -  BL0101
 BL0101  STATE/COUNTY-  TX/JASPER
 BL0101  USGS QUAD   -  JASPER WEST (1984)
 BL0101
 BL0101                         *CURRENT SURVEY CONTROL
 BL0101  ___________________________________________________________________
 BL0101* NAD 83(1986)-  30 58 55.     (N)    094 05 21.     (W)     SCALED    
 BL0101* NAVD 88     -       123.20   (+/-2cm)     404.2    (feet)  VERTCON   
 BL0101  ___________________________________________________________________
 BL0101  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0101
 BL0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0101
 BL0101.The horizontal coordinates were scaled from a topographic map and have
 BL0101.an estimated accuracy of +/- 6 seconds.
 BL0101
 BL0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0101.The vertical order pertains to the NGVD 29 superseded value.
 BL0101
 BL0101.The geoid height was determined by GEOID03.
 BL0101
 BL0101;                    North         East    Units  Estimated Accuracy
 BL0101;SPC TX C     - 3,162,540.    1,296,070.      MT  (+/- 180 meters Scaled)
 BL0101
 BL0101                          SUPERSEDED SURVEY CONTROL
 BL0101
 BL0101  NGVD 29 (??/??/92)  123.204  (m)          404.21   (f) ADJ UNCH    2 0
 BL0101
 BL0101.Superseded values are not recommended for survey control.
 BL0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0101.See file dsdata.txt to determine how the superseded data were derived.
 BL0101
 BL0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ959281(NAD 83)
 BL0101_MARKER: DB = BENCH MARK DISK
 BL0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0101_STAMPING: Q 101 1952
 BL0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0101+STABILITY: SURFACE MOTION
 BL0101
 BL0101  HISTORY     - Date     Condition        Report By
 BL0101  HISTORY     - 1952     MONUMENTED       CGS
 BL0101  HISTORY     - 1978     MARK NOT FOUND   USGS
 BL0101
 BL0101                          STATION DESCRIPTION
 BL0101
 BL0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0101'11.55 MI NW FROM JASPER.
 BL0101'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0101'THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY 63, THENCE 0.95 MILE EAST
 BL0101'ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE NORTHEAST ALONG FARM ROAD
 BL0101'254, THENCE 1.9 MILES NORTHEAST, ALONG A GRADED DIRT ROAD, AT A
 BL0101'JUNCTION WITH A WOODS LEADING SOUTHEAST, 144 FEET SOUTHWEST OF A POWER
 BL0101'POLE, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE GRADED DIRT ROAD, 24
 BL0101'FEET OF THE CENTER LINE OF THE WOODS ROAD, 12 FEET NORTHWEST OF A 12
 BL0101'INCH PINE TREE, 1 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF
 BL0101'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BL0101
 BL0101                          STATION RECOVERY (1978)
 BL0101
 BL0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1624 ***********************************************************************
 BL1624  DESIGNATION -  Q 1010
 BL1624  PID         -  BL1624
 BL1624  STATE/COUNTY-  TX/HARRIS
 BL1624  USGS QUAD   -  ROSE HILL (1980)
 BL1624
 BL1624                         *CURRENT SURVEY CONTROL
 BL1624  ___________________________________________________________________
 BL1624* NAD 83(1986)-  30 04 51.     (N)    095 42 00.     (W)     SCALED    
 BL1624* NAVD 88     -        66.95   (+/-2cm)     219.7    (feet)  VERTCON   
 BL1624  ___________________________________________________________________
 BL1624  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL1624
 BL1624  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1624
 BL1624.The horizontal coordinates were scaled from a topographic map and have
 BL1624.an estimated accuracy of +/- 6 seconds.
 BL1624
 BL1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1624.The vertical order pertains to the NGVD 29 superseded value.
 BL1624
 BL1624.The geoid height was determined by GEOID03.
 BL1624
 BL1624;                    North         East    Units  Estimated Accuracy
 BL1624;SPC TXSC     - 4,253,580.      918,090.      MT  (+/- 180 meters Scaled)
 BL1624
 BL1624                          SUPERSEDED SURVEY CONTROL
 BL1624
 BL1624  NGVD 29 (??/??/92)   66.944  (m)          219.63   (f) ADJ UNCH    1 2
 BL1624
 BL1624.Superseded values are not recommended for survey control.
 BL1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1624.See file dsdata.txt to determine how the superseded data were derived.
 BL1624
 BL1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP397308(NAD 83)
 BL1624_MARKER: DB = BENCH MARK DISK
 BL1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1624_STAMPING: Q 1010 1954
 BL1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1624+STABILITY: SURFACE MOTION
 BL1624
 BL1624  HISTORY     - Date     Condition        Report By
 BL1624  HISTORY     - 1954     MONUMENTED       CGS
 BL1624  HISTORY     - 1978     GOOD             NGS
 BL1624  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1624  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1624  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1624  HISTORY     - 20050916 GOOD             GEOCAC
 BL1624
 BL1624                          STATION DESCRIPTION
 BL1624
 BL1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1624'5.6 MI W FROM TOMBALL.
 BL1624'5.6 MILES WEST ALONG THE WALLER AND TOMBALL ROAD FROM THE POST OFFICE
 BL1624'AT TOMBALL, 99 FEET EAST OF THE EXTENDED CENTER LINE OF THE CYPRESS
 BL1624'AND ROSE HILL ROAD, 69 FEET NORTH OF THE CENTER LINE OF THE WALLER AND
 BL1624'TOMBALL ROAD, 52 FEET EAST OF THE SOUTHEAST CORNER OF WALLERS TAVERN,
 BL1624'8 FEET NORTH OF A FENCE CORNER, 10 FEET NORTH OF A WITNESS POST, SET
 BL1624'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 BL1624'GROUND.
 BL1624
 BL1624                          STATION RECOVERY (1978)
 BL1624
 BL1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1624'ABOUT 5.5 MILES WEST ALONG FARM ROAD FROM ITS JUNCTION WITH THE
 BL1624'BURLINGTON-ROCK ISLAND RAILROAD, AND THENCE 0.1 MILE NORTH ALONG
 BL1624'CYPRESS-ROSE HILL ROAD, 99 FEET EAST OF THE EXTENDED CENTERLINE OF
 BL1624'CYPRESS-ROSE HILL ROAD, 69 FEET NORTH OF THE CENTERLINE OF WALLER
 BL1624'TOMBALL ROAD, 52 FEET EAST OF THE SOUTHEAST CORNER OF WALLERS TAVERN,
 BL1624'8 FEET NORTH OF A FENCE CORNER, AND 3.5 FEET WEST OF A NORTH AND
 BL1624'SOUTH FENCE.
 BL1624
 BL1624                          STATION RECOVERY (1986)
 BL1624
 BL1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1624'THERE HAS BEEN CONSTRUCTION AT THIS LOCATION.
 BL1624
 BL1624                          STATION RECOVERY (1993)
 BL1624
 BL1624'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1624'MARK NOT FOUND.
 BL1624
 BL1624                          STATION RECOVERY (2005)
 BL1624
 BL1624'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1624'MARK NOT FOUND.
 BL1624
 BL1624                          STATION RECOVERY (2005)
 BL1624
 BL1624'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1624'ABOUT 11 FEET NORTHWEST OF CYLINDRICAL PHONE BOX 17800 AND ABOUT 7
 BL1624'FEET NORTH OF A FENCE.
 BL1624'LAT/LON BY HANDHELD GPS(NAD83) N30 04 51.6 W095 41 59.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1399 ***********************************************************************
 AW1399  DESIGNATION -  Q 1011
 AW1399  PID         -  AW1399
 AW1399  STATE/COUNTY-  TX/CHAMBERS
 AW1399  USGS QUAD   -  WHITES RANCH (1993)
 AW1399
 AW1399                         *CURRENT SURVEY CONTROL
 AW1399  ___________________________________________________________________
 AW1399* NAD 83(1986)-  29 39 14.     (N)    094 22 21.     (W)     SCALED    
 AW1399* NAVD 88     -         1.81   (+/-2cm)       5.9    (feet)  VERTCON   
 AW1399  ___________________________________________________________________
 AW1399  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW1399
 AW1399  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1399
 AW1399.The horizontal coordinates were scaled from a topographic map and have
 AW1399.an estimated accuracy of +/- 6 seconds.
 AW1399
 AW1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1399.The vertical order pertains to the NGVD 29 superseded value.
 AW1399
 AW1399.The geoid height was determined by GEOID03.
 AW1399
 AW1399;                    North         East    Units  Estimated Accuracy
 AW1399;SPC TXSC     - 4,210,630.    1,047,860.      MT  (+/- 180 meters Scaled)
 AW1399
 AW1399                          SUPERSEDED SURVEY CONTROL
 AW1399
 AW1399  NGVD 29 (??/??/92)    1.810  (m)            5.94   (f) ADJ UNCH    1 2
 AW1399
 AW1399.Superseded values are not recommended for survey control.
 AW1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1399.See file dsdata.txt to determine how the superseded data were derived.
 AW1399
 AW1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN671812(NAD 83)
 AW1399_MARKER: DB = BENCH MARK DISK
 AW1399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1399_SP_SET: CULVERT
 AW1399_STAMPING: Q 1011 1953
 AW1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1399
 AW1399  HISTORY     - Date     Condition        Report By
 AW1399  HISTORY     - 1953     MONUMENTED       CGS
 AW1399  HISTORY     - 1958     GOOD             NGS
 AW1399  HISTORY     - 1978     GOOD             NGS
 AW1399  HISTORY     - 1990     GOOD             USPSQD
 AW1399  HISTORY     - 19961125 GOOD             USPSQD
 AW1399  HISTORY     - 19980202 MARK NOT FOUND   USPSQD
 AW1399  HISTORY     - 20010331 GOOD             NGS
 AW1399  HISTORY     - 20031022 MARK NOT FOUND   USPSQD
 AW1399  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW1399
 AW1399                          STATION DESCRIPTION
 AW1399
 AW1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1399'6.65 MI N FROM HIGH ISLAND.
 AW1399'ABOUT 6.65 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW1399'HIGH ISLAND, 21 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN
 AW1399'THE TOP AND CENTER OF THE EAST HEAD WALL OF A SMALL CONCRETE CULVERT,
 AW1399'9 1/2 POLES NORTH OF THE GULF, COLORADO AND SANTA FE RAILROAD MILEPOST
 AW1399'40, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AW1399
 AW1399                          STATION RECOVERY (1978)
 AW1399
 AW1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1399'ADD=81 FEET NORTHEAST AND ACROSS HIGHWAY 127 FROM POWER POLE
 AW1399'NUMBER 89 18.
 AW1399
 AW1399                          STATION RECOVERY (1990)
 AW1399
 AW1399'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW1399'RECOVERED IN GOOD CONDITION.
 AW1399
 AW1399                          STATION RECOVERY (1996)
 AW1399
 AW1399'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1399'RECOVERED IN GOOD CONDITION.
 AW1399
 AW1399                          STATION RECOVERY (1998)
 AW1399
 AW1399'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1399'MARK NOT FOUND.
 AW1399
 AW1399                          STATION RECOVERY (2001)
 AW1399
 AW1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1399
 AW1399                          STATION RECOVERY (2003)
 AW1399
 AW1399'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW1399'MARK NOT FOUND.
 AW1399
 AW1399                          STATION RECOVERY (2005)
 AW1399
 AW1399'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2782 ***********************************************************************
 AW2782  DESIGNATION -  Q 1012
 AW2782  PID         -  AW2782
 AW2782  STATE/COUNTY-  TX/CHAMBERS
 AW2782  USGS QUAD   -  MONROE CITY (1994)
 AW2782
 AW2782                         *CURRENT SURVEY CONTROL
 AW2782  ___________________________________________________________________
 AW2782* NAD 83(1986)-  29 47 20.     (N)    094 37 02.     (W)     SCALED    
 AW2782* NAVD 88     -         5.65   (+/-2cm)      18.5    (feet)  VERTCON   
 AW2782  ___________________________________________________________________
 AW2782  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2782
 AW2782  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2782
 AW2782.The horizontal coordinates were scaled from a topographic map and have
 AW2782.an estimated accuracy of +/- 6 seconds.
 AW2782
 AW2782.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2782.The vertical order pertains to the NGVD 29 superseded value.
 AW2782
 AW2782.The geoid height was determined by GEOID03.
 AW2782
 AW2782;                    North         East    Units  Estimated Accuracy
 AW2782;SPC TXSC     - 4,224,670.    1,023,630.      MT  (+/- 180 meters Scaled)
 AW2782
 AW2782                          SUPERSEDED SURVEY CONTROL
 AW2782
 AW2782  NGVD 29 (??/??/92)    5.654  (m)           18.55   (f) ADJ UNCH    1 2
 AW2782
 AW2782.Superseded values are not recommended for survey control.
 AW2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2782.See file dsdata.txt to determine how the superseded data were derived.
 AW2782
 AW2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN436964(NAD 83)
 AW2782_MARKER: DB = BENCH MARK DISK
 AW2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2782_STAMPING: Q 1012 1953
 AW2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2782+STABILITY: SURFACE MOTION
 AW2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2782+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2782
 AW2782  HISTORY     - Date     Condition        Report By
 AW2782  HISTORY     - 1953     MONUMENTED       CGS
 AW2782  HISTORY     - 1959     GOOD             NGS
 AW2782  HISTORY     - 1971     GOOD             NGS
 AW2782  HISTORY     - 19881215 MARK NOT FOUND   USPSQD
 AW2782  HISTORY     - 19961014 GOOD             USPSQD
 AW2782  HISTORY     - 20010331 GOOD             NGS
 AW2782  HISTORY     - 20040220 GOOD             USPSQD
 AW2782  HISTORY     - 20060120 GOOD             USPSQD
 AW2782
 AW2782                          STATION DESCRIPTION
 AW2782
 AW2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2782'1.8 MI W FROM MONROE CITY.
 AW2782'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 73T FROM THE POSTOFFICE AT
 AW2782'MONROE CITY, 59 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET
 AW2782'WEST OF THE CENTER LINE OF A WIRE GATE, 23 FEET NORTHWEST OF THE WEST
 AW2782'END OF A CONCRETE CULVERT UNDER A ROAD LEADING INTO A PASTURE, 12 FEET
 AW2782'WEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE, 1 FOOT SOUTH OF A
 AW2782'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 AW2782'CONCRETE POST PROJECTING 1 INCH.  NOTE-- ABOUT 1/2 OF THE TOP OF THE
 AW2782'CONCRETE POST HAS BEEN BROKEN OFF, THE DISK REMAINS SOLID.
 AW2782
 AW2782                          STATION RECOVERY (1971)
 AW2782
 AW2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2782'RECOVERED IN GOOD CONDITION.
 AW2782
 AW2782                          STATION RECOVERY (1988)
 AW2782
 AW2782'RECOVERY NOTE BY US POWER SQUADRON 1988 (JV)
 AW2782'MARK NOT FOUND.
 AW2782
 AW2782                          STATION RECOVERY (1996)
 AW2782
 AW2782'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2782'RECOVERED IN GOOD CONDITION.
 AW2782
 AW2782                          STATION RECOVERY (2001)
 AW2782
 AW2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2782'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2782
 AW2782                          STATION RECOVERY (2004)
 AW2782
 AW2782'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2782'RECOVERED IN GOOD CONDITION.
 AW2782
 AW2782                          STATION RECOVERY (2006)
 AW2782
 AW2782'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2782'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2851 ***********************************************************************
 AW2851  DESIGNATION -  Q 1013
 AW2851  PID         -  AW2851
 AW2851  STATE/COUNTY-  TX/CHAMBERS
 AW2851  USGS QUAD   -  MONT BELVIEU (1994)
 AW2851
 AW2851                         *CURRENT SURVEY CONTROL
 AW2851  ___________________________________________________________________
 AW2851* NAD 83(1986)-  29 46 37.     (N)    094 53 58.     (W)     SCALED    
 AW2851* NAVD 88     -         6.50   (+/-2cm)      21.3    (feet)  VERTCON   
 AW2851  ___________________________________________________________________
 AW2851  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW2851
 AW2851  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2851
 AW2851.The horizontal coordinates were scaled from a topographic map and have
 AW2851.an estimated accuracy of +/- 6 seconds.
 AW2851
 AW2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2851.The vertical order pertains to the NGVD 29 superseded value.
 AW2851
 AW2851.The geoid height was determined by GEOID03.
 AW2851
 AW2851;                    North         East    Units  Estimated Accuracy
 AW2851;SPC TXSC     - 4,222,360.      996,410.      MT  (+/- 180 meters Scaled)
 AW2851
 AW2851                          SUPERSEDED SURVEY CONTROL
 AW2851
 AW2851  NGVD 29 (??/??/92)    6.502  (m)           21.33   (f) ADJ UNCH    1 2
 AW2851
 AW2851.Superseded values are not recommended for survey control.
 AW2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2851.See file dsdata.txt to determine how the superseded data were derived.
 AW2851
 AW2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN163955(NAD 83)
 AW2851_MARKER: DB = BENCH MARK DISK
 AW2851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2851_SP_SET: CULVERT
 AW2851_STAMPING: Q 1013 1953
 AW2851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2851
 AW2851  HISTORY     - Date     Condition        Report By
 AW2851  HISTORY     - 1953     MONUMENTED       CGS
 AW2851  HISTORY     - 1959     GOOD             NGS
 AW2851  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2851  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2851  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2851  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2851  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2851  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW2851
 AW2851                          STATION DESCRIPTION
 AW2851
 AW2851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2851'7.1 MI SW FROM COVE.
 AW2851'ABOUT 7.1 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSECTION
 AW2851'WITH STATE HIGHWAY 73 AT COVE, OR 1 BLOCK SOUTH ALONG NORTH GAILLARD
 AW2851'STREET FROM THE POSTOFFICE AT BAYTOWN, THENCE ABOUT 0.75 MILE EAST
 AW2851'ALONG EAST TEXAS AVENUE, THENCE ABOUT 4.7 MILES NORTHEAST ALONG STATE
 AW2851'HIGHWAY 146, THENCE ABOUT 0.9 MILE NORTHEAST ALONG STATE ROAD 565, 18
 AW2851'FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP AND CENTER OF
 AW2851'THE NORTH HEAD WALL OF A CONCRETE CULVERT UNDER THE ROAD, 280 FEET
 AW2851'EAST OF A FARMHOUSE, AND 129 FEET WEST OF THE WEST RAIL OF A SPUR
 AW2851'RAILROAD.
 AW2851
 AW2851                          STATION RECOVERY (1973)
 AW2851
 AW2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2851'MARK NOT FOUND.
 AW2851
 AW2851                          STATION RECOVERY (1990)
 AW2851
 AW2851'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2851'MARK NOT FOUND.
 AW2851
 AW2851                          STATION RECOVERY (1997)
 AW2851
 AW2851'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2851'MARK NOT FOUND.
 AW2851
 AW2851                          STATION RECOVERY (2001)
 AW2851
 AW2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2851'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2851
 AW2851                          STATION RECOVERY (2004)
 AW2851
 AW2851'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2851'MARK NOT FOUND.
 AW2851
 AW2851                          STATION RECOVERY (2005)
 AW2851
 AW2851'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2489 ***********************************************************************
 AW2489  DESIGNATION -  Q 1015
 AW2489  PID         -  AW2489
 AW2489  STATE/COUNTY-  TX/JEFFERSON
 AW2489  USGS QUAD   -  PORT ACRES (1993)
 AW2489
 AW2489                         *CURRENT SURVEY CONTROL
 AW2489  ___________________________________________________________________
 AW2489* NAD 83(1986)-  29 53 27.     (N)    094 00 09.     (W)     SCALED    
 AW2489* NAVD 88     -         0.91   (+/-2cm)       3.0    (feet)  VERTCON   
 AW2489  ___________________________________________________________________
 AW2489  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2489
 AW2489  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2489
 AW2489.The horizontal coordinates were scaled from a topographic map and have
 AW2489.an estimated accuracy of +/- 6 seconds.
 AW2489
 AW2489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2489.The vertical order pertains to the NGVD 29 superseded value.
 AW2489
 AW2489.The geoid height was determined by GEOID03.
 AW2489
 AW2489;                    North         East    Units  Estimated Accuracy
 AW2489;SPC TXSC     - 4,238,340.    1,082,530.      MT  (+/- 180 meters Scaled)
 AW2489
 AW2489                          SUPERSEDED SURVEY CONTROL
 AW2489
 AW2489  NGVD 29 (??/??/92)    0.900  (m)            2.95   (f) ADJ UNCH    1 2
 AW2489
 AW2489.Superseded values are not recommended for survey control.
 AW2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2489.See file dsdata.txt to determine how the superseded data were derived.
 AW2489
 AW2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP032071(NAD 83)
 AW2489_MARKER: DB = BENCH MARK DISK
 AW2489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2489_SP_SET: CULVERT
 AW2489_STAMPING: Q 1015- 1953
 AW2489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2489
 AW2489  HISTORY     - Date     Condition        Report By
 AW2489  HISTORY     - 1953     MONUMENTED       CGS
 AW2489  HISTORY     - 1972     GOOD             NGS
 AW2489  HISTORY     - 1988     GOOD             USPSQD
 AW2489  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2489  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AW2489  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW2489  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2489  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 AW2489
 AW2489                          STATION DESCRIPTION
 AW2489
 AW2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW2489'1.3 MI SE FROM PORT ACRES.
 AW2489'0.6 MILES EAST ALONG 61ST STREET FROM THE STEPHEN F AUSTIN HIGH SCHOOL
 AW2489'AT PORT ACRES, THENCE 0.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 AW2489'RAILROAD AND WEST PORT ARTHUR ROAD, 86.0 FEET SOUTHWEST OF THE
 AW2489'SOUTHWEST RAIL, 40.0 FEET SOUTHEAST OF CENTER LINE OF FARM ROAD 73.
 AW2489'37.0 FEET SOUTHWEST OF A POWER POLE, BEARING A STREET LIGHT, 11.0 FEET
 AW2489'SOUTH OF A LARGE CONCRETE RETAINING WALL FORMING CURVE OVER A CANAL,
 AW2489'SET IN TOP OF EAST END OF SOUTH CONCRETE HEADWALL OF A CULVERT OVER A
 AW2489'CANAL ABOUT 3.0 FEET BELOW THE LEVEL OF THE ROAD.
 AW2489
 AW2489                          STATION RECOVERY (1988)
 AW2489
 AW2489'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW2489'RECOVERED IN GOOD CONDITION.
 AW2489
 AW2489                          STATION RECOVERY (1990)
 AW2489
 AW2489'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2489'MARK NOT FOUND.
 AW2489
 AW2489                          STATION RECOVERY (1995)
 AW2489
 AW2489'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2489'MARK NOT FOUND.
 AW2489
 AW2489                          STATION RECOVERY (2000)
 AW2489
 AW2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2489'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2489
 AW2489                          STATION RECOVERY (2001)
 AW2489
 AW2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2489'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2489
 AW2489                          STATION RECOVERY (2002)
 AW2489
 AW2489'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2477 ***********************************************************************
 AW2477  DESIGNATION -  Q 1016
 AW2477  PID         -  AW2477
 AW2477  STATE/COUNTY-  TX/JEFFERSON
 AW2477  USGS QUAD   -  PORT ACRES (1993)
 AW2477
 AW2477                         *CURRENT SURVEY CONTROL
 AW2477  ___________________________________________________________________
 AW2477* NAD 83(1986)-  29 58 15.     (N)    094 03 07.     (W)     SCALED    
 AW2477* NAVD 88     -         5.14   (+/-2cm)      16.9    (feet)  VERTCON   
 AW2477  ___________________________________________________________________
 AW2477  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW2477
 AW2477  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2477
 AW2477.The horizontal coordinates were scaled from a topographic map and have
 AW2477.an estimated accuracy of +/- 6 seconds.
 AW2477
 AW2477.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2477.The vertical order pertains to the NGVD 29 superseded value.
 AW2477
 AW2477.The geoid height was determined by GEOID03.
 AW2477
 AW2477;                    North         East    Units  Estimated Accuracy
 AW2477;SPC TXSC     - 4,247,000.    1,077,380.      MT  (+/- 180 meters Scaled)
 AW2477
 AW2477                          SUPERSEDED SURVEY CONTROL
 AW2477
 AW2477  NGVD 29 (??/??/92)    5.130  (m)           16.83   (f) ADJ UNCH    1 2
 AW2477
 AW2477.Superseded values are not recommended for survey control.
 AW2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2477.See file dsdata.txt to determine how the superseded data were derived.
 AW2477
 AW2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP985160(NAD 83)
 AW2477_MARKER: DB = BENCH MARK DISK
 AW2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2477_STAMPING: Q 1016 1954
 AW2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2477+STABILITY: SURFACE MOTION
 AW2477
 AW2477  HISTORY     - Date     Condition        Report By
 AW2477  HISTORY     - 1954     MONUMENTED       CGS
 AW2477  HISTORY     - 1959     GOOD             NGS
 AW2477  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2477  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AW2477  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW2477  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2477  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 AW2477
 AW2477                          STATION DESCRIPTION
 AW2477
 AW2477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2477'6.4 MI NW FROM PORT ACRES.
 AW2477'ABOUT 0.6 MILE EAST ALONG 5TH STREET FROM THE HIGH SCHOOL AT PORT
 AW2477'ACRES, THENCE ABOUT 5.8 MILES NORTHWEST ALONG THE TEXAS AND NEW
 AW2477'ORLEANS RAILROAD, ABOUT 0.55 MILE SOUTHEAST OF A GROUP OF OIL TANKS, 7
 AW2477'POLES SOUTHEAST OF MILEPOST 22, 51 FEET SOUTHWEST OF THE SOUTHWEST
 AW2477'RAIL, 35 FEET NORTHEAST OF THE CENTER LINE OF A PAVED ROAD, 23 1/2
 AW2477'FEET SOUTH OF A POLE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST,
 AW2477'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 3 FEET BELOW THE
 AW2477'LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 12
 AW2477'INCHES.
 AW2477
 AW2477                          STATION RECOVERY (1990)
 AW2477
 AW2477'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2477'MARK NOT FOUND.
 AW2477
 AW2477                          STATION RECOVERY (1995)
 AW2477
 AW2477'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2477'MARK NOT FOUND.
 AW2477
 AW2477                          STATION RECOVERY (2000)
 AW2477
 AW2477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2477'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2477
 AW2477                          STATION RECOVERY (2001)
 AW2477
 AW2477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2477'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2477
 AW2477                          STATION RECOVERY (2002)
 AW2477
 AW2477'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2380 ***********************************************************************
 AW2380  DESIGNATION -  Q 1017
 AW2380  PID         -  AW2380
 AW2380  STATE/COUNTY-  TX/JEFFERSON
 AW2380  USGS QUAD   -  FANNETT EAST (1964)
 AW2380
 AW2380                         *CURRENT SURVEY CONTROL
 AW2380  ___________________________________________________________________
 AW2380* NAD 83(1986)-  29 59 57.     (N)    094 11 13.     (W)     SCALED    
 AW2380* NAVD 88     -         6.26   (+/-2cm)      20.5    (feet)  VERTCON   
 AW2380  ___________________________________________________________________
 AW2380  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW2380
 AW2380  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2380
 AW2380.The horizontal coordinates were scaled from a topographic map and have
 AW2380.an estimated accuracy of +/- 6 seconds.
 AW2380
 AW2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2380.The vertical order pertains to the NGVD 29 superseded value.
 AW2380
 AW2380.The geoid height was determined by GEOID03.
 AW2380
 AW2380;                    North         East    Units  Estimated Accuracy
 AW2380;SPC TXSC     - 4,249,590.    1,064,230.      MT  (+/- 180 meters Scaled)
 AW2380
 AW2380                          SUPERSEDED SURVEY CONTROL
 AW2380
 AW2380  NGVD 29 (??/??/92)    6.267  (m)           20.56   (f) ADJ UNCH    1 2
 AW2380
 AW2380.Superseded values are not recommended for survey control.
 AW2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2380.See file dsdata.txt to determine how the superseded data were derived.
 AW2380
 AW2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP855192(NAD 83)
 AW2380_MARKER: DB = BENCH MARK DISK
 AW2380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2380_SP_SET: CULVERT
 AW2380_STAMPING: Q 1017 1954
 AW2380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2380+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW2380
 AW2380  HISTORY     - Date     Condition        Report By
 AW2380  HISTORY     - 1954     MONUMENTED       CGS
 AW2380  HISTORY     - 1958     GOOD             NGS
 AW2380  HISTORY     - 1987     GOOD             USPSQD
 AW2380  HISTORY     - 19870421 GOOD             USPSQD
 AW2380  HISTORY     - 1988     GOOD             USPSQD
 AW2380  HISTORY     - 19930127 GOOD             USPSQD
 AW2380  HISTORY     - 20010331 GOOD             NGS
 AW2380  HISTORY     - 20040322 GOOD             USPSQD
 AW2380  HISTORY     - 20060305 GOOD             USPSQD
 AW2380
 AW2380                          STATION DESCRIPTION
 AW2380
 AW2380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2380'1.2 MI NE FROM CHEEK.
 AW2380'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE ELEMENTARY
 AW2380'SCHOOL AT CHEEK, ABOUT 0.3 MILE SOUTHWEST OF THE JUNCTION OF FARM ROAD
 AW2380'364, 22 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 AW2380'OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CULVERT, AND ABOUT
 AW2380'LEVEL WITH THE HIGHWAY.
 AW2380
 AW2380                          STATION RECOVERY (1987)
 AW2380
 AW2380'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2380'RECOVERED IN GOOD CONDITION.
 AW2380
 AW2380                          STATION RECOVERY (1987)
 AW2380
 AW2380'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 AW2380'RECOVERED IN GOOD CONDITION.
 AW2380
 AW2380                          STATION RECOVERY (1988)
 AW2380
 AW2380'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW2380'RECOVERED IN GOOD CONDITION.
 AW2380
 AW2380                          STATION RECOVERY (1993)
 AW2380
 AW2380'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 AW2380'RECOVERED IN GOOD CONDITION.
 AW2380
 AW2380                          STATION RECOVERY (2001)
 AW2380
 AW2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2380'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2380
 AW2380                          STATION RECOVERY (2004)
 AW2380
 AW2380'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2380'RECOVERED IN GOOD CONDITION.
 AW2380
 AW2380                          STATION RECOVERY (2006)
 AW2380
 AW2380'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2380'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0304 ***********************************************************************
 BL0304  DESIGNATION -  Q 1018
 BL0304  PID         -  BL0304
 BL0304  STATE/COUNTY-  TX/JEFFERSON
 BL0304  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0304
 BL0304                         *CURRENT SURVEY CONTROL
 BL0304  ___________________________________________________________________
 BL0304* NAD 83(1986)-  30 07 19.     (N)    094 09 00.     (W)     SCALED    
 BL0304* NAVD 88     -         9.64   (+/-2cm)      31.6    (feet)  VERTCON   
 BL0304  ___________________________________________________________________
 BL0304  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0304
 BL0304  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0304
 BL0304.The horizontal coordinates were scaled from a topographic map and have
 BL0304.an estimated accuracy of +/- 6 seconds.
 BL0304
 BL0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0304.The vertical order pertains to the NGVD 29 superseded value.
 BL0304
 BL0304.The geoid height was determined by GEOID03.
 BL0304
 BL0304;                    North         East    Units  Estimated Accuracy
 BL0304;SPC TXSC     - 4,263,340.    1,067,230.      MT  (+/- 180 meters Scaled)
 BL0304
 BL0304                          SUPERSEDED SURVEY CONTROL
 BL0304
 BL0304  NGVD 29 (??/??/92)    9.655  (m)           31.68   (f) ADJ UNCH    1 2
 BL0304
 BL0304.Superseded values are not recommended for survey control.
 BL0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0304.See file dsdata.txt to determine how the superseded data were derived.
 BL0304
 BL0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP892328(NAD 83)
 BL0304_MARKER: DB = BENCH MARK DISK
 BL0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0304_SP_SET: CULVERT
 BL0304_STAMPING: Q 1018 1954
 BL0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0304
 BL0304  HISTORY     - Date     Condition        Report By
 BL0304  HISTORY     - 1954     MONUMENTED       CGS
 BL0304  HISTORY     - 1970     MARK NOT FOUND   NGS
 BL0304  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL0304  HISTORY     - 19940724 MARK NOT FOUND   USPSQD
 BL0304  HISTORY     - 20001231 MARK NOT FOUND   NGS
 BL0304  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0304  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 BL0304
 BL0304                          STATION DESCRIPTION
 BL0304
 BL0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL0304'4.3 MI NW FROM BEAUMONT.
 BL0304'0.45 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0304'STATION AT BEAUMONT, THENCE 3.85 MILES NORTHWEST ALONG THE TEXAS AND
 BL0304'NEW ORLEANS RAILROAD, AT THE CROSSING OF TREADWAY ROAD, 85 FEET
 BL0304'SOUTHEAST OF THE CENTER LINE OF TREADWAY ROAD, 82.5 FEET SOUTHWEST OF
 BL0304'THE SOUTHWEST RAIL, 36 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 BL0304'HIGHWAYS 69, 96 AND 287, SET IN THE TOP OF THE NORTHWEST END OF THE
 BL0304'NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY.
 BL0304
 BL0304                          STATION RECOVERY (1970)
 BL0304
 BL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BL0304'MARK NOT FOUND.
 BL0304
 BL0304                          STATION RECOVERY (1991)
 BL0304
 BL0304'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0304'MARK NOT FOUND.
 BL0304
 BL0304                          STATION RECOVERY (1994)
 BL0304
 BL0304'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0304'MARK NOT FOUND.
 BL0304
 BL0304                          STATION RECOVERY (2000)
 BL0304
 BL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0304'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0304
 BL0304                          STATION RECOVERY (2001)
 BL0304
 BL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0304'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0304
 BL0304                          STATION RECOVERY (2002)
 BL0304
 BL0304'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0403 ***********************************************************************
 AW0403  DESIGNATION -  Q 1019
 AW0403  PID         -  AW0403
 AW0403  STATE/COUNTY-  TX/HARRIS
 AW0403  USGS QUAD   -  HIGHLANDS (1995)
 AW0403
 AW0403                         *CURRENT SURVEY CONTROL
 AW0403  ___________________________________________________________________
 AW0403* NAD 83(1986)-  29 51 57.     (N)    095 03 41.     (W)     SCALED    
 AW0403* NAVD 88     -        13.316  (meters)      43.69   (feet)  ADJUSTED  
 AW0403  ___________________________________________________________________
 AW0403  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0403  DYNAMIC HT  -          13.298 (meters)      43.63  (feet)  COMP
 AW0403  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 AW0403
 AW0403  VERT ORDER  -  FIRST     CLASS II
 AW0403
 AW0403.The horizontal coordinates were scaled from a topographic map and have
 AW0403.an estimated accuracy of +/- 6 seconds.
 AW0403
 AW0403.The orthometric height was determined by differential leveling
 AW0403.and adjusted by the National Geodetic Survey in June 1991..
 AW0403
 AW0403.The geoid height was determined by GEOID03.
 AW0403
 AW0403.The dynamic height is computed by dividing the NAVD 88
 AW0403.geopotential number by the normal gravity value computed on the
 AW0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0403.degrees latitude (g = 980.6199 gals.).
 AW0403
 AW0403.The modeled gravity was interpolated from observed gravity values.
 AW0403
 AW0403;                    North         East    Units  Estimated Accuracy
 AW0403;SPC TXSC     - 4,231,660.      980,420.      MT  (+/- 180 meters Scaled)
 AW0403
 AW0403                          SUPERSEDED SURVEY CONTROL
 AW0403
 AW0403  NGVD 29 (12/23/87)   13.314  (m)           43.68   (f) ADJUSTED    1 2
 AW0403
 AW0403.Superseded values are not recommended for survey control.
 AW0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0403.See file dsdata.txt to determine how the superseded data were derived.
 AW0403
 AW0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP008057(NAD 83)
 AW0403_MARKER: DB = BENCH MARK DISK
 AW0403_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0403_SP_SET: ABUTMENT
 AW0403_STAMPING: Q 1019 1954
 AW0403_MARK LOGO: CGS   
 AW0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0403+STABILITY: SURFACE MOTION
 AW0403
 AW0403  HISTORY     - Date     Condition        Report By
 AW0403  HISTORY     - 1954     MONUMENTED       CGS
 AW0403  HISTORY     - 1972     GOOD             NGS
 AW0403  HISTORY     - 1978     GOOD             NGS
 AW0403  HISTORY     - 1983     GOOD             NGS
 AW0403  HISTORY     - 1986     GOOD             NGS
 AW0403  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 AW0403
 AW0403                          STATION DESCRIPTION
 AW0403
 AW0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0403'3 MI SE FROM CROSBY.
 AW0403'ABOUT 3 MILES SOUTHEAST ALONG FARM ROAD 1200 FROM THE POST OFFICE, SET
 AW0403'IN THE WEST END OF THE SOUTH ABUTMENT TO AN 18-FOOT CONCRETE BRIDGE
 AW0403'OVER A DRAINAGE DITCH, 22.3 FEET WEST OF THE CENTER LINE OF THE ROAD,
 AW0403'2 1/2 FEET EAST OF THE WEST END OF THE SOUTH ABUTMENT, AND ABOUT LEVEL
 AW0403'WITH THE HIGHWAY.
 AW0403
 AW0403                          STATION RECOVERY (1978)
 AW0403
 AW0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0403'RECOVERED IN GOOD CONDITION.
 AW0403
 AW0403                          STATION RECOVERY (1983)
 AW0403
 AW0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0403'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE FARM ROAD 1200 TO FARM ROAD
 AW0403'2100.
 AW0403
 AW0403                          STATION RECOVERY (1986)
 AW0403
 AW0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0403'RECOVERED IN GOOD CONDITION.
 AW0403
 AW0403                          STATION RECOVERY (1994)
 AW0403
 AW0403'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0559 ***********************************************************************
 BY0559  DESIGNATION -  Q 102
 BY0559  PID         -  BY0559
 BY0559  STATE/COUNTY-  TX/JASPER
 BY0559  USGS QUAD   -  EBENEZER (1984)
 BY0559
 BY0559                         *CURRENT SURVEY CONTROL
 BY0559  ___________________________________________________________________
 BY0559* NAD 83(1986)-  31 05 00.     (N)    094 08 34.     (W)     SCALED    
 BY0559* NAVD 88     -        40.17   (+/-2cm)     131.8    (feet)  VERTCON   
 BY0559  ___________________________________________________________________
 BY0559  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BY0559
 BY0559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0559
 BY0559.The horizontal coordinates were scaled from a topographic map and have
 BY0559.an estimated accuracy of +/- 6 seconds.
 BY0559
 BY0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0559.The vertical order pertains to the NGVD 29 superseded value.
 BY0559
 BY0559.The geoid height was determined by GEOID03.
 BY0559
 BY0559;                    North         East    Units  Estimated Accuracy
 BY0559;SPC TX C     - 3,173,480.    1,290,340.      MT  (+/- 180 meters Scaled)
 BY0559
 BY0559                          SUPERSEDED SURVEY CONTROL
 BY0559
 BY0559  NGVD 29 (??/??/92)   40.182  (m)          131.83   (f) ADJ UNCH    2 0
 BY0559
 BY0559.Superseded values are not recommended for survey control.
 BY0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0559.See file dsdata.txt to determine how the superseded data were derived.
 BY0559
 BY0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ909393(NAD 83)
 BY0559_MARKER: DB = BENCH MARK DISK
 BY0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0559_STAMPING: Q 102 1952
 BY0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0559+STABILITY: SURFACE MOTION
 BY0559
 BY0559  HISTORY     - Date     Condition        Report By
 BY0559  HISTORY     - 1952     MONUMENTED       CGS
 BY0559  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0559
 BY0559                          STATION DESCRIPTION
 BY0559
 BY0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0559'24.6 MI NW FROM JASPER.
 BY0559'20.5 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0559'JASPER, THENCE 3.1 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0
 BY0559'MILE NORTHEAST ALONG A GRADED DIRT ROAD, 0.15 MILE SOUTH OF A STEEL
 BY0559'CATTLE GUARD, 57 FEET WEST OF THE WEST EDGE OF A SMALL STREAM, 36 FEET
 BY0559'WEST OF THE CENTER LINE OF THE ROAD, 10 FEET NORTHEAST OF A 13 INCH
 BY0559'TRIANGULAR BLAZED OAK TREE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN
 BY0559'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0559
 BY0559                          STATION RECOVERY (1979)
 BY0559
 BY0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0840 ***********************************************************************
 AW0840  DESIGNATION -  Q 1020
 AW0840  PID         -  AW0840
 AW0840  STATE/COUNTY-  TX/HARRIS
 AW0840  USGS QUAD   -  CROSBY (1982)
 AW0840
 AW0840                         *CURRENT SURVEY CONTROL
 AW0840  ___________________________________________________________________
 AW0840* NAD 83(1986)-  29 59 29.     (N)    095 07 28.     (W)     SCALED    
 AW0840* NAVD 88     -        17.885  (meters)      58.68   (feet)  ADJUSTED  
 AW0840  ___________________________________________________________________
 AW0840  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW0840  DYNAMIC HT  -          17.861 (meters)      58.60  (feet)  COMP
 AW0840  MODELED GRAV-     979,305.2   (mgal)                       NAVD 88
 AW0840
 AW0840  VERT ORDER  -  FIRST     CLASS II
 AW0840
 AW0840.The horizontal coordinates were scaled from a topographic map and have
 AW0840.an estimated accuracy of +/- 6 seconds.
 AW0840
 AW0840.The orthometric height was determined by differential leveling
 AW0840.and adjusted by the National Geodetic Survey in June 1991..
 AW0840
 AW0840.The geoid height was determined by GEOID03.
 AW0840
 AW0840.The dynamic height is computed by dividing the NAVD 88
 AW0840.geopotential number by the normal gravity value computed on the
 AW0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0840.degrees latitude (g = 980.6199 gals.).
 AW0840
 AW0840.The modeled gravity was interpolated from observed gravity values.
 AW0840
 AW0840;                    North         East    Units  Estimated Accuracy
 AW0840;SPC TXSC     - 4,245,370.      973,880.      MT  (+/- 180 meters Scaled)
 AW0840
 AW0840                          SUPERSEDED SURVEY CONTROL
 AW0840
 AW0840  NGVD 29 (12/23/87)   17.884  (m)           58.67   (f) ADJUSTED    1 2
 AW0840
 AW0840.Superseded values are not recommended for survey control.
 AW0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0840.See file dsdata.txt to determine how the superseded data were derived.
 AW0840
 AW0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP950197(NAD 83)
 AW0840_MARKER: DB = BENCH MARK DISK
 AW0840_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0840_SP_SET: BRIDGE ABUTMENT
 AW0840_STAMPING: Q 1020 1954
 AW0840_MARK LOGO: CGS   
 AW0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0840
 AW0840  HISTORY     - Date     Condition        Report By
 AW0840  HISTORY     - 1954     MONUMENTED       CGS
 AW0840  HISTORY     - 1973     GOOD             NGS
 AW0840  HISTORY     - 1978     GOOD             NGS
 AW0840  HISTORY     - 1987     GOOD             NGS
 AW0840  HISTORY     - 19971115 POOR             USPSQD
 AW0840
 AW0840                          STATION DESCRIPTION
 AW0840
 AW0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0840'3.65 MI SW FROM HUFFMAN.
 AW0840'ABOUT 1.4 MILES SOUTH ALONG FARM ROAD 2100 FROM THE POST OFFICE AT
 AW0840'HUFFMAN, THENCE 0.9 MILE WEST ALONG ATASCOCITA ROAD, THENCE 1.35 MILES
 AW0840'SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, SET IN THE TOP OF THE
 AW0840'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 AW0840'394.8 OVER LAKE HOUSTON, 6 FEET NORTHWEST OF THE NORTHWEST RAIL AND 1
 AW0840'FOOT BELOW THE LEVEL OF THE TRACK.
 AW0840
 AW0840                          STATION RECOVERY (1978)
 AW0840
 AW0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0840'RECOVERED IN GOOD CONDITION.
 AW0840
 AW0840                          STATION RECOVERY (1987)
 AW0840
 AW0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0840'RECOVERED IN GOOD CONDITION.
 AW0840
 AW0840                          STATION RECOVERY (1997)
 AW0840
 AW0840'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0840'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0042 ***********************************************************************
 CR0042  DESIGNATION -  Q 1021
 CR0042  PID         -  CR0042
 CR0042  STATE/COUNTY-  TX/HARRISON
 CR0042  USGS QUAD   -  LATEX (1978)
 CR0042
 CR0042                         *CURRENT SURVEY CONTROL
 CR0042  ___________________________________________________________________
 CR0042* NAD 83(1986)-  32 32 24.     (N)    094 04 38.     (W)     SCALED    
 CR0042* NAVD 88     -        72.939  (meters)     239.30   (feet)  ADJUSTED  
 CR0042  ___________________________________________________________________
 CR0042  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CR0042  DYNAMIC HT  -          72.857 (meters)     239.03  (feet)  COMP
 CR0042  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 CR0042
 CR0042  VERT ORDER  -  FIRST     CLASS II
 CR0042
 CR0042.The horizontal coordinates were scaled from a topographic map and have
 CR0042.an estimated accuracy of +/- 6 seconds.
 CR0042
 CR0042.The orthometric height was determined by differential leveling
 CR0042.and adjusted by the National Geodetic Survey in June 1991..
 CR0042
 CR0042.The geoid height was determined by GEOID03.
 CR0042
 CR0042.The dynamic height is computed by dividing the NAVD 88
 CR0042.geopotential number by the normal gravity value computed on the
 CR0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0042.degrees latitude (g = 980.6199 gals.).
 CR0042
 CR0042.The modeled gravity was interpolated from observed gravity values.
 CR0042
 CR0042;                    North         East    Units  Estimated Accuracy
 CR0042;SPC TXNC     - 2,105,590.    1,015,300.      MT  (+/- 180 meters Scaled)
 CR0042
 CR0042                          SUPERSEDED SURVEY CONTROL
 CR0042
 CR0042  NGVD 29 (??/??/92)   73.007  (m)          239.52   (f) ADJ UNCH    1 2
 CR0042
 CR0042.Superseded values are not recommended for survey control.
 CR0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0042.See file dsdata.txt to determine how the superseded data were derived.
 CR0042
 CR0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS988008(NAD 83)
 CR0042_MARKER: DB = BENCH MARK DISK
 CR0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0042_STAMPING: Q 1021 1954
 CR0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0042+STABILITY: SURFACE MOTION
 CR0042
 CR0042  HISTORY     - Date     Condition        Report By
 CR0042  HISTORY     - 1954     MONUMENTED       CGS
 CR0042  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0042
 CR0042                          STATION DESCRIPTION
 CR0042
 CR0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0042'4.15 MI NW FROM WASKOM.
 CR0042'4.15 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0042'THE STATION AT WASKOM, 0.1 MILE NORTHWEST OF AN ABANDONED ROAD
 CR0042'CROSSING, AT THE NORTHWEST END OF A CUT, 174 FEET SOUTHEAST OF A 48
 CR0042'INCH OAK TREE, 56 FEET NORTHEAST OF THE NORTHEAST RAIL, 8 FEET
 CR0042'NORTHEAST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 CR0042'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CR0042
 CR0042                          STATION RECOVERY (1998)
 CR0042
 CR0042'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0010 ***********************************************************************
 CR0010  DESIGNATION -  Q 1022
 CR0010  PID         -  CR0010
 CR0010  STATE/COUNTY-  TX/MARION
 CR0010  USGS QUAD   -  JEFFERSON (1962)
 CR0010
 CR0010                         *CURRENT SURVEY CONTROL
 CR0010  ___________________________________________________________________
 CR0010* NAD 83(1986)-  32 46 38.     (N)    094 22 22.     (W)     SCALED    
 CR0010* NAVD 88     -        69.724  (meters)     228.75   (feet)  ADJUSTED  
 CR0010  ___________________________________________________________________
 CR0010  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR0010  DYNAMIC HT  -          69.647 (meters)     228.50  (feet)  COMP
 CR0010  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 CR0010
 CR0010  VERT ORDER  -  FIRST     CLASS II
 CR0010
 CR0010.The horizontal coordinates were scaled from a topographic map and have
 CR0010.an estimated accuracy of +/- 6 seconds.
 CR0010
 CR0010.The orthometric height was determined by differential leveling
 CR0010.and adjusted by the National Geodetic Survey in June 1991..
 CR0010
 CR0010.The geoid height was determined by GEOID03.
 CR0010
 CR0010.The dynamic height is computed by dividing the NAVD 88
 CR0010.geopotential number by the normal gravity value computed on the
 CR0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0010.degrees latitude (g = 980.6199 gals.).
 CR0010
 CR0010.The modeled gravity was interpolated from observed gravity values.
 CR0010
 CR0010;                    North         East    Units  Estimated Accuracy
 CR0010;SPC TXNC     - 2,130,740.      986,520.      MT  (+/- 180 meters Scaled)
 CR0010
 CR0010                          SUPERSEDED SURVEY CONTROL
 CR0010
 CR0010  NGVD 29 (??/??/92)   69.780  (m)          228.94   (f) ADJ UNCH    1 2
 CR0010
 CR0010.Superseded values are not recommended for survey control.
 CR0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0010.See file dsdata.txt to determine how the superseded data were derived.
 CR0010
 CR0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS714274(NAD 83)
 CR0010_MARKER: DB = BENCH MARK DISK
 CR0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0010_STAMPING: Q 1022 1954
 CR0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0010+STABILITY: SURFACE MOTION
 CR0010
 CR0010  HISTORY     - Date     Condition        Report By
 CR0010  HISTORY     - 1954     MONUMENTED       CGS
 CR0010
 CR0010                          STATION DESCRIPTION
 CR0010
 CR0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0010'2.15 MI NW FROM JEFFERSON.
 CR0010'2.15 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0010'THE STATION AT JEFFERSON, 87 FEET WEST OF THE WEST RAIL, 45 FEET WEST
 CR0010'OF A TELEPHONE POLE, 40 FEET WEST OF A FENCE, 9.4 FEET SOUTHEAST OF A
 CR0010'POWER POLE, 2.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CR0010'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0485 ***********************************************************************
 DM0485  DESIGNATION -  Q 1024
 DM0485  PID         -  DM0485
 DM0485  STATE/COUNTY-  TX/HOPKINS
 DM0485  USGS QUAD   -  SULPHUR SPRINGS SE (1964)
 DM0485
 DM0485                         *CURRENT SURVEY CONTROL
 DM0485  ___________________________________________________________________
 DM0485* NAD 83(1986)-  33 06 07.     (N)    095 30 59.     (W)     SCALED    
 DM0485* NAVD 88     -       157.811  (meters)     517.75   (feet)  ADJUSTED  
 DM0485  ___________________________________________________________________
 DM0485  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DM0485  DYNAMIC HT  -         157.637 (meters)     517.18  (feet)  COMP
 DM0485  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 DM0485
 DM0485  VERT ORDER  -  FIRST     CLASS II
 DM0485
 DM0485.The horizontal coordinates were scaled from a topographic map and have
 DM0485.an estimated accuracy of +/- 6 seconds.
 DM0485
 DM0485.The orthometric height was determined by differential leveling
 DM0485.and adjusted by the National Geodetic Survey in June 1991..
 DM0485
 DM0485.The geoid height was determined by GEOID03.
 DM0485
 DM0485.The dynamic height is computed by dividing the NAVD 88
 DM0485.geopotential number by the normal gravity value computed on the
 DM0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0485.degrees latitude (g = 980.6199 gals.).
 DM0485
 DM0485.The modeled gravity was interpolated from observed gravity values.
 DM0485
 DM0485;                    North         East    Units  Estimated Accuracy
 DM0485;SPC TXNC     - 2,163,110.      878,430.      MT  (+/- 180 meters Scaled)
 DM0485
 DM0485                          SUPERSEDED SURVEY CONTROL
 DM0485
 DM0485  NGVD 29 (??/??/92)  157.810  (m)          517.75   (f) ADJ UNCH    1 2
 DM0485
 DM0485.Superseded values are not recommended for survey control.
 DM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0485.See file dsdata.txt to determine how the superseded data were derived.
 DM0485
 DM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS651654(NAD 83)
 DM0485_MARKER: DB = BENCH MARK DISK
 DM0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0485_STAMPING: Q 1024 1954
 DM0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0485+STABILITY: SURFACE MOTION
 DM0485
 DM0485  HISTORY     - Date     Condition        Report By
 DM0485  HISTORY     - 1954     MONUMENTED       CGS
 DM0485  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 DM0485
 DM0485                          STATION DESCRIPTION
 DM0485
 DM0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0485'5.3 MI SE FROM SULPHUR SPRINGS.
 DM0485'5.3 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0485'STATION AT SULPHUR SPRINGS, AT THERMO, 45 FEET SOUTHWEST OF THE
 DM0485'SOUTHWEST RAIL, 38 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD,
 DM0485'46 FEET SOUTHEAST OF MILEPOST T - 135, 1.5 FEET NORTHEAST OF A FENCE,
 DM0485'3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DM0485'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DM0485
 DM0485                          STATION RECOVERY (1995)
 DM0485
 DM0485'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0283 ***********************************************************************
 CR0283  DESIGNATION -  Q 1025
 CR0283  PID         -  CR0283
 CR0283  STATE/COUNTY-  TX/WOOD
 CR0283  USGS QUAD   -  WINNSBORO (1980)
 CR0283
 CR0283                         *CURRENT SURVEY CONTROL
 CR0283  ___________________________________________________________________
 CR0283* NAD 83(1986)-  32 56 33.     (N)    095 16 30.     (W)     SCALED    
 CR0283* NAVD 88     -       154.386  (meters)     506.51   (feet)  ADJUSTED  
 CR0283  ___________________________________________________________________
 CR0283  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR0283  DYNAMIC HT  -         154.213 (meters)     505.95  (feet)  COMP
 CR0283  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CR0283
 CR0283  VERT ORDER  -  FIRST     CLASS II
 CR0283
 CR0283.This mark is at Winnsboro Muni (F51) Airport (F51)
 CR0283
 CR0283.The horizontal coordinates were scaled from a topographic map and have
 CR0283.an estimated accuracy of +/- 6 seconds.
 CR0283
 CR0283.The orthometric height was determined by differential leveling
 CR0283.and adjusted by the National Geodetic Survey in June 1991..
 CR0283
 CR0283.The geoid height was determined by GEOID03.
 CR0283
 CR0283.The dynamic height is computed by dividing the NAVD 88
 CR0283.geopotential number by the normal gravity value computed on the
 CR0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0283.degrees latitude (g = 980.6199 gals.).
 CR0283
 CR0283.The modeled gravity was interpolated from observed gravity values.
 CR0283
 CR0283;                    North         East    Units  Estimated Accuracy
 CR0283;SPC TXNC     - 2,146,110.      901,500.      MT  (+/- 180 meters Scaled)
 CR0283
 CR0283                          SUPERSEDED SURVEY CONTROL
 CR0283
 CR0283  NGVD 29 (??/??/92)  154.389  (m)          506.52   (f) ADJ UNCH    1 2
 CR0283
 CR0283.Superseded values are not recommended for survey control.
 CR0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0283.See file dsdata.txt to determine how the superseded data were derived.
 CR0283
 CR0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS873472(NAD 83)
 CR0283_MARKER: DB = BENCH MARK DISK
 CR0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0283_STAMPING: Q 1025 1954
 CR0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0283+STABILITY: SURFACE MOTION
 CR0283
 CR0283  HISTORY     - Date     Condition        Report By
 CR0283  HISTORY     - 1954     MONUMENTED       CGS
 CR0283  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CR0283
 CR0283                          STATION DESCRIPTION
 CR0283
 CR0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0283'1.3 MI SE FROM WINNSBORO.
 CR0283'1.3 MILES SOUTHEAST ALONG FARM ROAD 852 FROM THE LOUISIANA AND
 CR0283'ARKANSAS RAILROAD STATION AT WINNSBORO, 1.7 FEET EAST OF THE NORTH
 CR0283'CORNER OF THE SOUTHEAST HANGAR AT THE MULINAX AIRPORT, 1.4 FEET
 CR0283'NORTHEAST OF THE NORTHEAST END OF THE HANGAR, SET IN THE TOP OF A
 CR0283'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CR0283
 CR0283                          STATION RECOVERY (1995)
 CR0283
 CR0283'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0266 ***********************************************************************
 AX0266  DESIGNATION -  Q 1026
 AX0266  PID         -  AX0266
 AX0266  STATE/COUNTY-  TX/WALLER
 AX0266  USGS QUAD   -  SUNNY SIDE (1980)
 AX0266
 AX0266                         *CURRENT SURVEY CONTROL
 AX0266  ___________________________________________________________________
 AX0266* NAD 83(1986)-  29 55 05.     (N)    096 00 12.     (W)     SCALED    
 AX0266* NAVD 88     -        49.44   (+/-2cm)     162.2    (feet)  VERTCON   
 AX0266  ___________________________________________________________________
 AX0266  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AX0266
 AX0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0266
 AX0266.The horizontal coordinates were scaled from a topographic map and have
 AX0266.an estimated accuracy of +/- 6 seconds.
 AX0266
 AX0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0266.The vertical order pertains to the NGVD 29 superseded value.
 AX0266
 AX0266.The geoid height was determined by GEOID03.
 AX0266
 AX0266;                    North         East    Units  Estimated Accuracy
 AX0266;SPC TXSC     - 4,234,750.      889,320.      MT  (+/- 180 meters Scaled)
 AX0266
 AX0266                          SUPERSEDED SURVEY CONTROL
 AX0266
 AX0266  NGVD 29 (??/??/92)   49.422  (m)          162.15   (f) ADJ UNCH    2 0
 AX0266
 AX0266.Superseded values are not recommended for survey control.
 AX0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0266.See file dsdata.txt to determine how the superseded data were derived.
 AX0266
 AX0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU893134(NAD 83)
 AX0266_MARKER: DB = BENCH MARK DISK
 AX0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0266_STAMPING: Q 1026 1954
 AX0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0266+STABILITY: SURFACE MOTION
 AX0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0266+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0266
 AX0266  HISTORY     - Date     Condition        Report By
 AX0266  HISTORY     - 1954     MONUMENTED       CGS
 AX0266  HISTORY     - 1967     GOOD             NGS
 AX0266  HISTORY     - 20041016 GOOD             USPSQD
 AX0266
 AX0266                          STATION DESCRIPTION
 AX0266
 AX0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AX0266'15.95 MI SW FROM WALLER.
 AX0266'ABOUT 1.15 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE TEXAS AND NEW
 AX0266'ORLEANS RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG
 AX0266'MATHIS ROAD, THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.1
 AX0266'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 AX0266'GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG FARM ROAD 362, THENCE 2.75
 AX0266'MILES ALONG A FARM ROAD TO SITE OF MARK, 300 FEET WEST OF A CONCRETE
 AX0266'BRIDGE, 39 FEET NORTH OF CENTER LINE OF THE FARM ROAD, 10 FEET WEST OF
 AX0266'A POWER LINE POLE, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT WEST OF A METAL
 AX0266'WITNESS POST.  A C AND GS BENCH MARK DISK SET IN A CONCRETE POST WHICH
 AX0266'PROJECTS 2 INCHES ABOVE GROUND.
 AX0266
 AX0266                          STATION RECOVERY (2004)
 AX0266
 AX0266'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0266'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0254 ***********************************************************************
 AX0254  DESIGNATION -  Q 1027
 AX0254  PID         -  AX0254
 AX0254  STATE/COUNTY-  TX/AUSTIN
 AX0254  USGS QUAD   -  BURLEIGH (1981)
 AX0254
 AX0254                         *CURRENT SURVEY CONTROL
 AX0254  ___________________________________________________________________
 AX0254* NAD 83(1986)-  29 58 21.     (N)    096 08 23.     (W)     SCALED    
 AX0254* NAVD 88     -        41.62   (+/-2cm)     136.5    (feet)  VERTCON   
 AX0254  ___________________________________________________________________
 AX0254  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0254
 AX0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0254
 AX0254.The horizontal coordinates were scaled from a topographic map and have
 AX0254.an estimated accuracy of +/- 6 seconds.
 AX0254
 AX0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0254.The vertical order pertains to the NGVD 29 superseded value.
 AX0254
 AX0254.The geoid height was determined by GEOID03.
 AX0254
 AX0254;                    North         East    Units  Estimated Accuracy
 AX0254;SPC TXSC     - 4,240,460.      876,010.      MT  (+/- 180 meters Scaled)
 AX0254
 AX0254                          SUPERSEDED SURVEY CONTROL
 AX0254
 AX0254  NGVD 29 (??/??/92)   41.607  (m)          136.51   (f) ADJ UNCH    2 0
 AX0254
 AX0254.Superseded values are not recommended for survey control.
 AX0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0254.See file dsdata.txt to determine how the superseded data were derived.
 AX0254
 AX0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU760191(NAD 83)
 AX0254_MARKER: DB = BENCH MARK DISK
 AX0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0254_STAMPING: Q 1027 1954
 AX0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0254+STABILITY: SURFACE MOTION
 AX0254
 AX0254  HISTORY     - Date     Condition        Report By
 AX0254  HISTORY     - 1954     MONUMENTED       CGS
 AX0254  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 AX0254
 AX0254                          STATION DESCRIPTION
 AX0254
 AX0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0254'4.1 MI S FROM COCHRAN.
 AX0254'3.0 MILES SOUTH ALONG A PAVED ROAD FROM THE ELEMENTARY SCHOOL AT
 AX0254'COCHRAN, THENCE 1.1 MILES SOUTH ALONG A GRAVELED ROAD, 29 FEET WEST OF
 AX0254'THE CENTER LINE OF A GRAVELED ROAD, 20 FEET NORTH OF A POWER POLE, 2.4
 AX0254'FEET EAST OF A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 AX0254'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AX0254
 AX0254                          STATION RECOVERY (1999)
 AX0254
 AX0254'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4639 ***********************************************************************
 AW4639  DESIGNATION -  Q 1028
 AW4639  PID         -  AW4639
 AW4639  STATE/COUNTY-  TX/WALLER
 AW4639  USGS QUAD   -  BROOKSHIRE (1980)
 AW4639
 AW4639                         *CURRENT SURVEY CONTROL
 AW4639  ___________________________________________________________________
 AW4639* NAD 83(1986)-  29 50 24.     (N)    095 59 43.     (W)     SCALED    
 AW4639* NAVD 88     -        54.91   (+/-2cm)     180.2    (feet)  VERTCON   
 AW4639  ___________________________________________________________________
 AW4639  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW4639
 AW4639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4639
 AW4639.The horizontal coordinates were scaled from a topographic map and have
 AW4639.an estimated accuracy of +/- 6 seconds.
 AW4639
 AW4639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4639.The vertical order pertains to the NGVD 29 superseded value.
 AW4639
 AW4639.The geoid height was determined by GEOID03.
 AW4639
 AW4639;                    North         East    Units  Estimated Accuracy
 AW4639;SPC TXSC     - 4,226,120.      890,320.      MT  (+/- 180 meters Scaled)
 AW4639
 AW4639                          SUPERSEDED SURVEY CONTROL
 AW4639
 AW4639  NGVD 29 (??/??/92)   54.89   (m)          180.1    (f) COMPUTED    2 0
 AW4639
 AW4639.Superseded values are not recommended for survey control.
 AW4639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4639.See file dsdata.txt to determine how the superseded data were derived.
 AW4639
 AW4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP105048(NAD 83)
 AW4639_MARKER: DB = BENCH MARK DISK
 AW4639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4639_STAMPING: Q 1028 1954
 AW4639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4639+STABILITY: SURFACE MOTION
 AW4639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4639+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AW4639
 AW4639  HISTORY     - Date     Condition        Report By
 AW4639  HISTORY     - 1954     MONUMENTED       CGS
 AW4639  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AW4639  HISTORY     - 20041016 GOOD             USPSQD
 AW4639
 AW4639                          STATION DESCRIPTION
 AW4639
 AW4639'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW4639'4.7 MI NW FROM BROOKSHIRE.
 AW4639'0.2 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 AW4639'FROM THE STATION AT BROOKSHIRE, THENCE 4.5 MILES NORTHWEST ALONG FARM
 AW4639'ROAD 359, 50 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 31 FEET
 AW4639'NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING EAST, 1.2 FEET EAST
 AW4639'OF A FENCE, 2.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AW4639'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AW4639
 AW4639                          STATION RECOVERY (1992)
 AW4639
 AW4639'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW4639'MARK NOT FOUND.
 AW4639
 AW4639                          STATION RECOVERY (2004)
 AW4639
 AW4639'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4639'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0228 ***********************************************************************
 AX0228  DESIGNATION -  Q 1029 RESET 1957
 AX0228  PID         -  AX0228
 AX0228  STATE/COUNTY-  TX/AUSTIN
 AX0228  USGS QUAD   -  BURLEIGH (1981)
 AX0228
 AX0228                         *CURRENT SURVEY CONTROL
 AX0228  ___________________________________________________________________
 AX0228* NAD 83(1986)-  29 59 13.     (N)    096 12 19.     (W)     SCALED    
 AX0228* NAVD 88     -        55.41   (+/-2cm)     181.8    (feet)  VERTCON   
 AX0228  ___________________________________________________________________
 AX0228  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0228
 AX0228  VERT ORDER  -  THIRD (See Below)
 AX0228
 AX0228.The horizontal coordinates were scaled from a topographic map and have
 AX0228.an estimated accuracy of +/- 6 seconds.
 AX0228
 AX0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0228.The vertical order pertains to the NGVD 29 superseded value.
 AX0228
 AX0228.The geoid height was determined by GEOID03.
 AX0228
 AX0228;                    North         East    Units  Estimated Accuracy
 AX0228;SPC TXSC     - 4,241,900.      869,640.      MT  (+/- 180 meters Scaled)
 AX0228
 AX0228                          SUPERSEDED SURVEY CONTROL
 AX0228
 AX0228  NGVD 29 (??/??/??)   55.38   (m)          181.7    (f) RESET       3  
 AX0228
 AX0228.Superseded values are not recommended for survey control.
 AX0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0228.See file dsdata.txt to determine how the superseded data were derived.
 AX0228
 AX0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU696206(NAD 83)
 AX0228_MARKER: DB = BENCH MARK DISK
 AX0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0228_STAMPING: Q 1029 RESET 1957
 AX0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0228+STABILITY: SURFACE MOTION
 AX0228
 AX0228  HISTORY     - Date     Condition        Report By
 AX0228  HISTORY     - 1957     MONUMENTED       CGS
 AX0228  HISTORY     - 19991023 GOOD             USPSQD
 AX0228
 AX0228                          STATION DESCRIPTION
 AX0228
 AX0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AX0228'4.0 MI NE FROM BELLVILLE.
 AX0228'ABOUT 4.0 MILES NORTHEAST ALONG STATE HIGHWAY NO. 159 FROM THE
 AX0228'JUNCTION WITH HIGHWAY NO. 36 IN BELLVILLE, ABOUT 75 FEET SOUTHEAST OF
 AX0228'THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF A POWER POLE IN THE
 AX0228'OPEN YARD BETWEEN A SMALL STORE AND A SMALL WHITE HOUSE.  IT IS ABOUT
 AX0228'20 FEET NORTHEAST OF THE NORTHEAST FENCE LINE AROUND THE HOUSE AND 25
 AX0228'YARDS WEST OF THE STORE.  A STANDARD DISK STAMPED Q 1029 RESET 1957 IN
 AX0228'A CONCRETE POST FLUSH WITH THE GROUND.
 AX0228
 AX0228                          STATION RECOVERY (1999)
 AX0228
 AX0228'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0017 ***********************************************************************
 BO0017  DESIGNATION -  Q 103
 BO0017  PID         -  BO0017
 BO0017  STATE/COUNTY-  TX/SUTTON
 BO0017  USGS QUAD   -  LIVE OAK DRAW (1982)
 BO0017
 BO0017                         *CURRENT SURVEY CONTROL
 BO0017  ___________________________________________________________________
 BO0017* NAD 83(1986)-  30 29 12.     (N)    100 19 30.     (W)     SCALED    
 BO0017* NAVD 88     -       704.716  (meters)    2312.06   (feet)  POSTED    
 BO0017  ___________________________________________________________________
 BO0017  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BO0017  DYNAMIC HT  -         703.700 (meters)    2308.72  (feet)  COMP
 BO0017  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 BO0017
 BO0017  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0017
 BO0017.The horizontal coordinates were scaled from a topographic map and have
 BO0017.an estimated accuracy of +/- 6 seconds.
 BO0017
 BO0017.The orthometric height was determined by differential leveling
 BO0017.and adjusted by the National Geodetic Survey in 1992..
 BO0017.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0017.rate of 1.1 thru 2.0 mm/km.
 BO0017
 BO0017.The geoid height was determined by GEOID03.
 BO0017
 BO0017.The dynamic height is computed by dividing the NAVD 88
 BO0017.geopotential number by the normal gravity value computed on the
 BO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0017.degrees latitude (g = 980.6199 gals.).
 BO0017
 BO0017.The modeled gravity was interpolated from observed gravity values.
 BO0017
 BO0017;                    North         East    Units  Estimated Accuracy
 BO0017;SPC TX C     - 3,090,900.      700,800.      MT  (+/- 180 meters Scaled)
 BO0017
 BO0017                          SUPERSEDED SURVEY CONTROL
 BO0017
 BO0017  NGVD 29 (??/??/92)  704.594  (m)         2311.66   (f) ADJ UNCH    1 2
 BO0017
 BO0017.Superseded values are not recommended for survey control.
 BO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0017.See file dsdata.txt to determine how the superseded data were derived.
 BO0017
 BO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU728734(NAD 83)
 BO0017_MARKER: DB = BENCH MARK DISK
 BO0017_SETTING: 66 = SET IN ROCK OUTCROP
 BO0017_SP_SET: BEDROCK
 BO0017_STAMPING: Q 103 1932
 BO0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0017+STABILITY: POSITION/ELEVATION WELL
 BO0017
 BO0017  HISTORY     - Date     Condition        Report By
 BO0017  HISTORY     - 1932     MONUMENTED       CGS
 BO0017  HISTORY     - 1958     GOOD             NGS
 BO0017
 BO0017                          STATION DESCRIPTION
 BO0017
 BO0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0017'21.05 MI E FROM SONORA.
 BO0017'ABOUT 20.75 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION
 BO0017'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, THENCE 0.3 MILE EAST
 BO0017'ALONG THE OLD HIGHWAY.  IN BEDROCK AND SURROUNDED BY A CIRCLE OF LOOSE
 BO0017'ROCK, 44 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 1
 BO0017'FOOT LOWER THAN THE LEVEL OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0179 ***********************************************************************
 BM0179  DESIGNATION -  Q 1030
 BM0179  PID         -  BM0179
 BM0179  STATE/COUNTY-  TX/AUSTIN
 BM0179  USGS QUAD   -  KENNEY (1989)
 BM0179
 BM0179                         *CURRENT SURVEY CONTROL
 BM0179  ___________________________________________________________________
 BM0179* NAD 83(1986)-  30 02 51.     (N)    096 17 59.     (W)     SCALED    
 BM0179* NAVD 88     -       107.69   (+/-2cm)     353.3    (feet)  VERTCON   
 BM0179  ___________________________________________________________________
 BM0179  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BM0179
 BM0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0179
 BM0179.The horizontal coordinates were scaled from a topographic map and have
 BM0179.an estimated accuracy of +/- 6 seconds.
 BM0179
 BM0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0179.The vertical order pertains to the NGVD 29 superseded value.
 BM0179
 BM0179.The geoid height was determined by GEOID03.
 BM0179
 BM0179;                    North         East    Units  Estimated Accuracy
 BM0179;SPC TXSC     - 4,248,400.      860,380.      MT  (+/- 180 meters Scaled)
 BM0179
 BM0179                          SUPERSEDED SURVEY CONTROL
 BM0179
 BM0179  NGVD 29 (??/??/92)  107.662  (m)          353.22   (f) ADJ UNCH    2 0
 BM0179
 BM0179.Superseded values are not recommended for survey control.
 BM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0179.See file dsdata.txt to determine how the superseded data were derived.
 BM0179
 BM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU603271(NAD 83)
 BM0179_MARKER: DB = BENCH MARK DISK
 BM0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0179_STAMPING: Q 1030 1954
 BM0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0179+STABILITY: SURFACE MOTION
 BM0179
 BM0179  HISTORY     - Date     Condition        Report By
 BM0179  HISTORY     - 1954     MONUMENTED       CGS
 BM0179  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0179  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0179
 BM0179                          STATION DESCRIPTION
 BM0179
 BM0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0179'1.6 MI NE FROM KENNEY.
 BM0179'0.6 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BM0179'THE STATION AT KENNEY, THENCE 1.0 MILE NORTHEAST ALONG A GRADED DIRT
 BM0179'ROAD, 23 FEET SOUTH OF THE CENTER LINE OF A ROAD, 1.4 FEET NORTH OF A
 BM0179'FENCE, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0179'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BM0179
 BM0179                          STATION RECOVERY (1991)
 BM0179
 BM0179'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0179'MARK NOT FOUND.
 BM0179
 BM0179                          STATION RECOVERY (1999)
 BM0179
 BM0179'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1533 ***********************************************************************
 BL1533  DESIGNATION -  Q 1031
 BL1533  PID         -  BL1533
 BL1533  STATE/COUNTY-  TX/WALLER
 BL1533  USGS QUAD   -  WALLER NW (1980)
 BL1533
 BL1533                         *CURRENT SURVEY CONTROL
 BL1533  ___________________________________________________________________
 BL1533* NAD 83(1986)-  30 10 21.     (N)    095 56 40.     (W)     SCALED    
 BL1533* NAVD 88     -        97.75   (+/-2cm)     320.7    (feet)  VERTCON   
 BL1533  ___________________________________________________________________
 BL1533  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BL1533
 BL1533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1533
 BL1533.The horizontal coordinates were scaled from a topographic map and have
 BL1533.an estimated accuracy of +/- 6 seconds.
 BL1533
 BL1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1533.The vertical order pertains to the NGVD 29 superseded value.
 BL1533
 BL1533.The geoid height was determined by GEOID03.
 BL1533
 BL1533;                    North         East    Units  Estimated Accuracy
 BL1533;SPC TXSC     - 4,263,100.      894,270.      MT  (+/- 180 meters Scaled)
 BL1533
 BL1533                          SUPERSEDED SURVEY CONTROL
 BL1533
 BL1533  NGVD 29 (??/??/92)   97.729  (m)          320.63   (f) ADJ UNCH    2 0
 BL1533
 BL1533.Superseded values are not recommended for survey control.
 BL1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1533.See file dsdata.txt to determine how the superseded data were derived.
 BL1533
 BL1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP164415(NAD 83)
 BL1533_MARKER: DB = BENCH MARK DISK
 BL1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1533_STAMPING: Q 1031 1954
 BL1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1533+STABILITY: SURFACE MOTION
 BL1533
 BL1533  HISTORY     - Date     Condition        Report By
 BL1533  HISTORY     - 1954     MONUMENTED       CGS
 BL1533
 BL1533                          STATION DESCRIPTION
 BL1533
 BL1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1533'9.1 MI E FROM HOWTH.
 BL1533'0.35 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL1533'STATION SIGN AT HOWTH, THENCE 0.45 MILE EAST ALONG FARM ROAD 1736,
 BL1533'THENCE 4.4 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH
 BL1533'ALONG GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD,
 BL1533'THENCE 0.45 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.35 MILES
 BL1533'EAST ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE NORTH ALONG AN OILED
 BL1533'ROAD, THENCE 1.1 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 BL1533'SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE EAST ALONG A GRADED
 BL1533'DIRT ROAD, 19 FEET NORTH OF THE CENTER LINE OF RAOD, 22 FEET WEST OF
 BL1533'THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 1.6 FEET SOUTH OF A
 BL1533'FENCE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE TOP  OF A CONCRETE
 BL1533'POST PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0091 ***********************************************************************
 BM0091  DESIGNATION -  Q 1032
 BM0091  PID         -  BM0091
 BM0091  STATE/COUNTY-  TX/WALLER
 BM0091  USGS QUAD   -  BUCKHORN (1989)
 BM0091
 BM0091                         *CURRENT SURVEY CONTROL
 BM0091  ___________________________________________________________________
 BM0091* NAD 83(1986)-  30 06 46.     (N)    096 08 27.     (W)     SCALED    
 BM0091* NAVD 88     -        59.14   (+/-2cm)     194.0    (feet)  VERTCON   
 BM0091  ___________________________________________________________________
 BM0091  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BM0091
 BM0091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0091
 BM0091.The horizontal coordinates were scaled from a topographic map and have
 BM0091.an estimated accuracy of +/- 6 seconds.
 BM0091
 BM0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0091.The vertical order pertains to the NGVD 29 superseded value.
 BM0091
 BM0091.The geoid height was determined by GEOID03.
 BM0091
 BM0091;                    North         East    Units  Estimated Accuracy
 BM0091;SPC TXSC     - 4,256,000.      875,520.      MT  (+/- 180 meters Scaled)
 BM0091
 BM0091                          SUPERSEDED SURVEY CONTROL
 BM0091
 BM0091  NGVD 29 (??/??/92)   59.123  (m)          193.97   (f) ADJ UNCH    2 0
 BM0091
 BM0091.Superseded values are not recommended for survey control.
 BM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0091.See file dsdata.txt to determine how the superseded data were derived.
 BM0091
 BM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU755347(NAD 83)
 BM0091_MARKER: DB = BENCH MARK DISK
 BM0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0091_STAMPING: Q 1032 1954
 BM0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0091+STABILITY: SURFACE MOTION
 BM0091
 BM0091  HISTORY     - Date     Condition        Report By
 BM0091  HISTORY     - 1954     MONUMENTED       CGS
 BM0091
 BM0091                          STATION DESCRIPTION
 BM0091
 BM0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0091'3.9 MI W FROM HEMPSTEAD.
 BM0091'3.9 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0091'STATION AT HEMPSTEAD, 2 1/2 POLES WEST OF MILEPOST 4, 24 FEET NORTH OF
 BM0091'THE NORTH RAIL, 29 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 2.6
 BM0091'FEET WEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN
 BM0091'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1515 ***********************************************************************
 BL1515  DESIGNATION -  Q 1033
 BL1515  PID         -  BL1515
 BL1515  STATE/COUNTY-  TX/GRIMES
 BL1515  USGS QUAD   -  STONEHAM (1961)
 BL1515
 BL1515                         *CURRENT SURVEY CONTROL
 BL1515  ___________________________________________________________________
 BL1515* NAD 83(1986)-  30 17 20.     (N)    095 53 20.     (W)     SCALED    
 BL1515* NAVD 88     -       122.22   (+/-2cm)     401.0    (feet)  VERTCON   
 BL1515  ___________________________________________________________________
 BL1515  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1515
 BL1515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1515
 BL1515.The horizontal coordinates were scaled from a topographic map and have
 BL1515.an estimated accuracy of +/- 6 seconds.
 BL1515
 BL1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1515.The vertical order pertains to the NGVD 29 superseded value.
 BL1515
 BL1515.The geoid height was determined by GEOID03.
 BL1515
 BL1515;                    North         East    Units  Estimated Accuracy
 BL1515;SPC TX C     - 3,077,520.    1,127,450.      MT  (+/- 180 meters Scaled)
 BL1515
 BL1515                          SUPERSEDED SURVEY CONTROL
 BL1515
 BL1515  NGVD 29 (??/??/92)  122.200  (m)          400.92   (f) ADJ UNCH    2 0
 BL1515
 BL1515.Superseded values are not recommended for survey control.
 BL1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1515.See file dsdata.txt to determine how the superseded data were derived.
 BL1515
 BL1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP221543(NAD 83)
 BL1515_MARKER: DB = BENCH MARK DISK
 BL1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1515_STAMPING: Q 1033 1954
 BL1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1515+STABILITY: SURFACE MOTION
 BL1515
 BL1515  HISTORY     - Date     Condition        Report By
 BL1515  HISTORY     - 1954     MONUMENTED       CGS
 BL1515
 BL1515                          STATION DESCRIPTION
 BL1515
 BL1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1515'10.9 MI W FROM MAGNOLIA.
 BL1515'7.0 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1515'RAILROAD FROM THE STATION AT MAGNOLIA, THENCE 2.9 MILES WEST ALONG A
 BL1515'TRACK ROAD, THENCE 0.3 MILE NORTH ALONG A TRACK ROAD, THENCE 0.6 MILE
 BL1515'WEST ALONG A TRACK ROAD, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, 23
 BL1515'FEET EAST OF THE CENTER LINE OF A TRACK ROAD, SET IN THE TOP OF A
 BL1515'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0719 ***********************************************************************
 BM0719  DESIGNATION -  Q 1034
 BM0719  PID         -  BM0719
 BM0719  STATE/COUNTY-  TX/WILLIAMSON
 BM0719  USGS QUAD   -  GEORGETOWN (1982)
 BM0719
 BM0719                         *CURRENT SURVEY CONTROL
 BM0719  ___________________________________________________________________
 BM0719* NAD 83(1986)-  30 38 43.     (N)    097 40 40.     (W)     SCALED    
 BM0719* NAVD 88     -       213.439  (meters)     700.26   (feet)  ADJUSTED  
 BM0719  ___________________________________________________________________
 BM0719  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0719  DYNAMIC HT  -         213.152 (meters)     699.32  (feet)  COMP
 BM0719  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 BM0719
 BM0719  VERT ORDER  -  FIRST     CLASS II
 BM0719
 BM0719.The horizontal coordinates were scaled from a topographic map and have
 BM0719.an estimated accuracy of +/- 6 seconds.
 BM0719
 BM0719.The orthometric height was determined by differential leveling
 BM0719.and adjusted by the National Geodetic Survey in June 1991..
 BM0719
 BM0719.The geoid height was determined by GEOID03.
 BM0719
 BM0719.The dynamic height is computed by dividing the NAVD 88
 BM0719.geopotential number by the normal gravity value computed on the
 BM0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0719.degrees latitude (g = 980.6199 gals.).
 BM0719
 BM0719.The modeled gravity was interpolated from observed gravity values.
 BM0719
 BM0719;                    North         East    Units  Estimated Accuracy
 BM0719;SPC TX C     - 3,111,520.      954,500.      MT  (+/- 180 meters Scaled)
 BM0719
 BM0719                          SUPERSEDED SURVEY CONTROL
 BM0719
 BM0719  NGVD 29 (??/??/92)  213.355  (m)          699.98   (f) ADJ UNCH    1 2
 BM0719
 BM0719.Superseded values are not recommended for survey control.
 BM0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0719.See file dsdata.txt to determine how the superseded data were derived.
 BM0719
 BM0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU266910(NAD 83)
 BM0719_MARKER: DB = BENCH MARK DISK
 BM0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0719_SP_SET: ABUTMENT
 BM0719_STAMPING: Q 1034 1954
 BM0719_MARK LOGO: CGS   
 BM0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0719
 BM0719  HISTORY     - Date     Condition        Report By
 BM0719  HISTORY     - 1954     MONUMENTED       CGS
 BM0719  HISTORY     - 1980     GOOD             NGS
 BM0719  HISTORY     - 1990     GOOD             USPSQD
 BM0719  HISTORY     - 19991231 GOOD             USPSQD
 BM0719
 BM0719                          STATION DESCRIPTION
 BM0719
 BM0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0719'0.7 MI N FROM GEORGETOWN.
 BM0719'0.2 MILE EAST ALONG A PAVED STREET FROM THE INTERNATIONAL AND GREAT
 BM0719'NORTHERN RAILROAD STATION AT GEORGETOWN, THENCE 0.5 MILE NORTH ALONG
 BM0719'U.S. HIGHWAY 81, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET
 BM0719'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE
 BM0719'OVER THE NORTH FORK OF THE SAN GABRIEL RIVER.
 BM0719
 BM0719                          STATION RECOVERY (1980)
 BM0719
 BM0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0719'0.9 KM (0.6 MI) NORTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0719'COURTHOUSE IN GEORGETOWN, IN TOP OF THE EAST END OF THE NORTH CONCRETE
 BM0719'ABUTMENT OF A BRIDGE OVER THE NORTH FORK OF THE SAN GABRIEL RIVER,
 BM0719'20.7 METERS (68.0 FT) SOUTHWEST OF BENCH MARK DR 4 CL USE.
 BM0719
 BM0719                          STATION RECOVERY (1990)
 BM0719
 BM0719'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0719'RECOVERED IN GOOD CONDITION.
 BM0719
 BM0719                          STATION RECOVERY (1999)
 BM0719
 BM0719'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0205 ***********************************************************************
 DN0205  DESIGNATION -  Q 1035
 DN0205  PID         -  DN0205
 DN0205  STATE/COUNTY-  TX/HUNT
 DN0205  USGS QUAD   -  GREENVILLE NW (1962)
 DN0205
 DN0205                         *CURRENT SURVEY CONTROL
 DN0205  ___________________________________________________________________
 DN0205* NAD 83(1986)-  33 08 51.     (N)    096 13 48.     (W)     SCALED    
 DN0205* NAVD 88     -       181.839  (meters)     596.58   (feet)  ADJUSTED  
 DN0205  ___________________________________________________________________
 DN0205  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0205  DYNAMIC HT  -         181.641 (meters)     595.93  (feet)  COMP
 DN0205  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 DN0205
 DN0205  VERT ORDER  -  SECOND    CLASS 0
 DN0205
 DN0205.The horizontal coordinates were scaled from a topographic map and have
 DN0205.an estimated accuracy of +/- 6 seconds.
 DN0205
 DN0205.The orthometric height was determined by differential leveling
 DN0205.and adjusted by the National Geodetic Survey in June 1991..
 DN0205
 DN0205.The geoid height was determined by GEOID03.
 DN0205
 DN0205.The dynamic height is computed by dividing the NAVD 88
 DN0205.geopotential number by the normal gravity value computed on the
 DN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0205.degrees latitude (g = 980.6199 gals.).
 DN0205
 DN0205.The modeled gravity was interpolated from observed gravity values.
 DN0205
 DN0205;                    North         East    Units  Estimated Accuracy
 DN0205;SPC TXNC     - 2,166,500.      811,740.      MT  (+/- 180 meters Scaled)
 DN0205
 DN0205                          SUPERSEDED SURVEY CONTROL
 DN0205
 DN0205  NGVD 29 (??/??/92)  181.812  (m)          596.49   (f) ADJ UNCH    2 0
 DN0205
 DN0205.Superseded values are not recommended for survey control.
 DN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0205.See file dsdata.txt to determine how the superseded data were derived.
 DN0205
 DN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB583710(NAD 83)
 DN0205_MARKER: DB = BENCH MARK DISK
 DN0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0205_STAMPING: Q 1035 1954
 DN0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0205+STABILITY: SURFACE MOTION
 DN0205
 DN0205  HISTORY     - Date     Condition        Report By
 DN0205  HISTORY     - 1954     MONUMENTED       CGS
 DN0205  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0205
 DN0205                          STATION DESCRIPTION
 DN0205
 DN0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0205'0.9 MI E FROM FLOYD.
 DN0205'0.9 MILE EAST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0205'THE STATION SIGN AT FLOYD, 44.6 FEET NORTH OF THE NORTH RAIL, 22 FEET
 DN0205'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 93 FEET WEST OF THE SOUTHWEST
 DN0205'CORNER OF A WOODEN CULVERT, 2.4 FEET EAST OF A WITNESS POST, 4 FEET
 DN0205'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0205'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DN0205
 DN0205                          STATION RECOVERY (1994)
 DN0205
 DN0205'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0254 ***********************************************************************
 BL0254  DESIGNATION -  Q 1036
 BL0254  PID         -  BL0254
 BL0254  STATE/COUNTY-  TX/ORANGE
 BL0254  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0254
 BL0254                         *CURRENT SURVEY CONTROL
 BL0254  ___________________________________________________________________
 BL0254* NAD 83(1986)-  30 06 10.     (N)    094 01 08.     (W)     SCALED    
 BL0254* NAVD 88     -         4.651  (meters)      15.26   (feet)  ADJUSTED  
 BL0254  ___________________________________________________________________
 BL0254  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0254  DYNAMIC HT  -           4.645 (meters)      15.24  (feet)  COMP
 BL0254  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BL0254
 BL0254  VERT ORDER  -  FIRST     CLASS I
 BL0254
 BL0254.The horizontal coordinates were scaled from a topographic map and have
 BL0254.an estimated accuracy of +/- 6 seconds.
 BL0254
 BL0254.The orthometric height was determined by differential leveling
 BL0254.and adjusted by the National Geodetic Survey in June 1991..
 BL0254
 BL0254.The geoid height was determined by GEOID03.
 BL0254
 BL0254.The dynamic height is computed by dividing the NAVD 88
 BL0254.geopotential number by the normal gravity value computed on the
 BL0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0254.degrees latitude (g = 980.6199 gals.).
 BL0254
 BL0254.The modeled gravity was interpolated from observed gravity values.
 BL0254
 BL0254;                    North         East    Units  Estimated Accuracy
 BL0254;SPC TX C     - 3,065,620.    1,308,300.      MT  (+/- 180 meters Scaled)
 BL0254
 BL0254                          SUPERSEDED SURVEY CONTROL
 BL0254
 BL0254  NGVD 29 (??/??/??)    4.630  (m)           15.19   (f) ADJUSTED    1 1
 BL0254
 BL0254.Superseded values are not recommended for survey control.
 BL0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0254.See file dsdata.txt to determine how the superseded data were derived.
 BL0254
 BL0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP018306(NAD 83)
 BL0254_MARKER: DB = BENCH MARK DISK
 BL0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0254_SP_SET: CONCRETE POST
 BL0254_STAMPING: Q 1036 1955
 BL0254_MARK LOGO: CGS   
 BL0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0254+STABILITY: SURFACE MOTION
 BL0254
 BL0254  HISTORY     - Date     Condition        Report By
 BL0254  HISTORY     - 1955     MONUMENTED       CGS
 BL0254  HISTORY     - 1972     GOOD             NGS
 BL0254  HISTORY     - 1986     GOOD             NGS
 BL0254  HISTORY     - 19890909 GOOD             USPSQD
 BL0254  HISTORY     - 19910817 GOOD             USPSQD
 BL0254  HISTORY     - 19930202 GOOD             USPSQD
 BL0254
 BL0254                          STATION DESCRIPTION
 BL0254
 BL0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0254'4.75 MI E FROM BEAUMONT.
 BL0254'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BL0254'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BL0254'BEAUMONT, THENCE 3.65 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BL0254'74 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF CHINAPIN ROAD, 43.3
 BL0254'FEET NORTH OF THE NORTH RAIL, 62 FEET WEST OF THE CENTER LINE OF THE
 BL0254'ROAD, 44 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A METAL SIGNAL
 BL0254'BOX, 35 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1.2 FEET SOUTH OF A
 BL0254'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE TRACK, SET IN THE
 BL0254'TOP OF A CONCRETE POT PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 BL0254'GROUND.
 BL0254
 BL0254                          STATION RECOVERY (1986)
 BL0254
 BL0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0254'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 BL0254'TELEPHONE POLE HAS BEEN REMOVED.
 BL0254
 BL0254                          STATION RECOVERY (1989)
 BL0254
 BL0254'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0254'RECOVERED IN GOOD CONDITION.
 BL0254
 BL0254                          STATION RECOVERY (1991)
 BL0254
 BL0254'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0254'RECOVERED IN GOOD CONDITION.
 BL0254
 BL0254                          STATION RECOVERY (1993)
 BL0254
 BL0254'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0123 ***********************************************************************
 EO0123  DESIGNATION -  Q 1037
 EO0123  PID         -  EO0123
 EO0123  STATE/COUNTY-  TX/PARMER
 EO0123  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0123
 EO0123                         *CURRENT SURVEY CONTROL
 EO0123  ___________________________________________________________________
 EO0123* NAD 83(1986)-  34 29 26.     (N)    102 54 18.     (W)     SCALED    
 EO0123* NAVD 88     -      1233.455  (meters)    4046.76   (feet)  ADJUSTED  
 EO0123  ___________________________________________________________________
 EO0123  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 EO0123  DYNAMIC HT  -        1231.852 (meters)    4041.50  (feet)  COMP
 EO0123  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 EO0123
 EO0123  VERT ORDER  -  FIRST     CLASS II
 EO0123
 EO0123.The horizontal coordinates were scaled from a topographic map and have
 EO0123.an estimated accuracy of +/- 6 seconds.
 EO0123
 EO0123.The orthometric height was determined by differential leveling
 EO0123.and adjusted by the National Geodetic Survey in June 1991..
 EO0123
 EO0123.The geoid height was determined by GEOID03.
 EO0123
 EO0123.The dynamic height is computed by dividing the NAVD 88
 EO0123.geopotential number by the normal gravity value computed on the
 EO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0123.degrees latitude (g = 980.6199 gals.).
 EO0123
 EO0123.The modeled gravity was interpolated from observed gravity values.
 EO0123
 EO0123;                    North         East    Units  Estimated Accuracy
 EO0123;SPC TX N     - 1,055,340.       70,950.      MT  (+/- 180 meters Scaled)
 EO0123
 EO0123                          SUPERSEDED SURVEY CONTROL
 EO0123
 EO0123  NGVD 29 (??/??/92) 1232.898  (m)         4044.93   (f) ADJ UNCH    1 2
 EO0123
 EO0123.Superseded values are not recommended for survey control.
 EO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0123.See file dsdata.txt to determine how the superseded data were derived.
 EO0123
 EO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU923185(NAD 83)
 EO0123_MARKER: DB = BENCH MARK DISK
 EO0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0123_STAMPING: Q 1037 1958
 EO0123_MARK LOGO: CGS   
 EO0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0123+STABILITY: SURFACE MOTION
 EO0123
 EO0123  HISTORY     - Date     Condition        Report By
 EO0123  HISTORY     - 1958     MONUMENTED       CGS
 EO0123  HISTORY     - 1984     GOOD             NGS
 EO0123
 EO0123                          STATION DESCRIPTION
 EO0123
 EO0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0123'2.4 MI SW FROM BOVINA.
 EO0123'ABOUT 2.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0123'FROM THE STATION AT BOVINA, 13 TELEPHONE POLES NORTH OF MILE POST 637,
 EO0123'4 RAILS SOUTH OF THE SOUTH END OF A WOODEN BRIDGE, 68 FEET EAST OF THE
 EO0123'NEAR RAIL, 10 FEET EAST OF A TELEPHONE POLE, 3 FEET WEST OF A FENCE, 2
 EO0123'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE
 EO0123'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0123
 EO0123                          STATION RECOVERY (1984)
 EO0123
 EO0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0123'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.2 KM
 EO0123'(10.7 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0123'RAILROAD FROM THE STATION IN TEXICO, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0203 ***********************************************************************
 EO0203  DESIGNATION -  Q 1038
 EO0203  PID         -  EO0203
 EO0203  STATE/COUNTY-  TX/PARMER
 EO0203  USGS QUAD   -  HUB (1965)
 EO0203
 EO0203                         *CURRENT SURVEY CONTROL
 EO0203  ___________________________________________________________________
 EO0203* NAD 83(1986)-  34 37 28.     (N)    102 44 09.     (W)     SCALED    
 EO0203* NAVD 88     -      1229.359  (meters)    4033.32   (feet)  ADJUSTED  
 EO0203  ___________________________________________________________________
 EO0203  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 EO0203  DYNAMIC HT  -        1227.768 (meters)    4028.10  (feet)  COMP
 EO0203  MODELED GRAV-     979,298.4   (mgal)                       NAVD 88
 EO0203
 EO0203  VERT ORDER  -  FIRST     CLASS II
 EO0203
 EO0203.The horizontal coordinates were scaled from a topographic map and have
 EO0203.an estimated accuracy of +/- 6 seconds.
 EO0203
 EO0203.The orthometric height was determined by differential leveling
 EO0203.and adjusted by the National Geodetic Survey in June 1991..
 EO0203.WARNING-Repeat measurements at this control monument indicate possible
 EO0203.vertical movement.
 EO0203
 EO0203.The geoid height was determined by GEOID03.
 EO0203
 EO0203.The dynamic height is computed by dividing the NAVD 88
 EO0203.geopotential number by the normal gravity value computed on the
 EO0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0203.degrees latitude (g = 980.6199 gals.).
 EO0203
 EO0203.The modeled gravity was interpolated from observed gravity values.
 EO0203
 EO0203;                    North         East    Units  Estimated Accuracy
 EO0203;SPC TX N     - 1,069,980.       86,670.      MT  (+/- 180 meters Scaled)
 EO0203
 EO0203                          SUPERSEDED SURVEY CONTROL
 EO0203
 EO0203  NGVD 29 (??/??/92) 1228.791  (m)         4031.46   (f) ADJ UNCH    1 2
 EO0203
 EO0203.Superseded values are not recommended for survey control.
 EO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0203.See file dsdata.txt to determine how the superseded data were derived.
 EO0203
 EO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU075337(NAD 83)
 EO0203_MARKER: DB = BENCH MARK DISK
 EO0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0203_STAMPING: Q 1038 1958
 EO0203_MARK LOGO: CGS   
 EO0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0203+STABILITY: SURFACE MOTION
 EO0203
 EO0203  HISTORY     - Date     Condition        Report By
 EO0203  HISTORY     - 1958     MONUMENTED       CGS
 EO0203  HISTORY     - 1984     GOOD             NGS
 EO0203
 EO0203                          STATION DESCRIPTION
 EO0203
 EO0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0203'1.15 MI SW FROM FRIONA.
 EO0203'ABOUT 1.15 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0203'FROM THE STATION AT FRIONA, 97 FEET SOUTH AND ACROSS THE TRACK FROM
 EO0203'MILE POST 623, 67 FEET SOUTHEAST OF THE NEAR RAIL, 40 FEET NORTHWEST
 EO0203'OF A DIRT ROAD, 6 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A
 EO0203'METAL WITNESS POST, 6 FEET BELOW THE TRACK, ABOUT LEVEL WITH THE ROAD,
 EO0203'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0203
 EO0203                          STATION RECOVERY (1984)
 EO0203
 EO0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0057 ***********************************************************************
 EO0057  DESIGNATION -  Q 1039
 EO0057  PID         -  EO0057
 EO0057  STATE/COUNTY-  TX/DEAF SMITH
 EO0057  USGS QUAD   -  HEREFORD (1970)
 EO0057
 EO0057                         *CURRENT SURVEY CONTROL
 EO0057  ___________________________________________________________________
 EO0057* NAD 83(1986)-  34 48 00.     (N)    102 24 58.     (W)     SCALED    
 EO0057* NAVD 88     -      1163.202  (meters)    3816.27   (feet)  ADJUSTED  
 EO0057  ___________________________________________________________________
 EO0057  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 EO0057  DYNAMIC HT  -        1161.732 (meters)    3811.45  (feet)  COMP
 EO0057  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 EO0057
 EO0057  VERT ORDER  -  FIRST     CLASS II
 EO0057
 EO0057.The horizontal coordinates were scaled from a topographic map and have
 EO0057.an estimated accuracy of +/- 6 seconds.
 EO0057
 EO0057.The orthometric height was determined by differential leveling
 EO0057.and adjusted by the National Geodetic Survey in June 1991..
 EO0057
 EO0057.The geoid height was determined by GEOID03.
 EO0057
 EO0057.The dynamic height is computed by dividing the NAVD 88
 EO0057.geopotential number by the normal gravity value computed on the
 EO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0057.degrees latitude (g = 980.6199 gals.).
 EO0057
 EO0057.The modeled gravity was interpolated from observed gravity values.
 EO0057
 EO0057;                    North         East    Units  Estimated Accuracy
 EO0057;SPC TX N     - 1,089,140.      116,170.      MT  (+/- 180 meters Scaled)
 EO0057
 EO0057                          SUPERSEDED SURVEY CONTROL
 EO0057
 EO0057  NGVD 29 (??/??/92) 1162.690  (m)         3814.59   (f) ADJ UNCH    1 2
 EO0057
 EO0057.Superseded values are not recommended for survey control.
 EO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0057.See file dsdata.txt to determine how the superseded data were derived.
 EO0057
 EO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU363539(NAD 83)
 EO0057_MARKER: DB = BENCH MARK DISK
 EO0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0057_STAMPING: Q 1039 1958
 EO0057_MARK LOGO: CGS   
 EO0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0057+STABILITY: SURFACE MOTION
 EO0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0057+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002
 EO0057
 EO0057  HISTORY     - Date     Condition        Report By
 EO0057  HISTORY     - 1958     MONUMENTED       CGS
 EO0057  HISTORY     - 1984     GOOD             NGS
 EO0057  HISTORY     - 20020123 GOOD             NGS
 EO0057
 EO0057                          STATION DESCRIPTION
 EO0057
 EO0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0057'1.55 MI SW FROM HEREFORD.
 EO0057'ABOUT 1.55 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0057'FROM THE STATION AT HEREFORD, 1 1/2 TELEPHONE POLES SOUTHWEST OF MILE
 EO0057'POST 601, 105 FEET NORTHWEST OF THE NEAR RAIL, 4 1/2 FEET NORTH OF THE
 EO0057'MOST SOUTHERLY ONE OF THREE POWER POLES, 2 FEET EAST OF A METAL
 EO0057'WITNESS POST, ABOUT 3 FEET BELOW THE TRACK, AND IN THE TOP OF A
 EO0057'CONCRETE POST PROJECTING 6 INCHES.
 EO0057
 EO0057                          STATION RECOVERY (1984)
 EO0057
 EO0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0057'RECOVERED IN GOOD CONDITION.
 EO0057
 EO0057                          STATION RECOVERY (2002)
 EO0057
 EO0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0057'RECOVERED AS DESCRIBED.   WITH THE FOLLOWING CHANGE.  THE PANHANDLE
 EO0057'AND SANTA FE
 EO0057'RAILWAY IS NOW THE BURLINGTON NORTHERN AND SANTA FE RAILWAY.
 EO0057'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0151 ***********************************************************************
 BO0151  DESIGNATION -  Q 104
 BO0151  PID         -  BO0151
 BO0151  STATE/COUNTY-  TX/CROCKETT
 BO0151  USGS QUAD   -  CROCKETT HEIGHTS (1982)
 BO0151
 BO0151                         *CURRENT SURVEY CONTROL
 BO0151  ___________________________________________________________________
 BO0151* NAD 83(1986)-  30 40 54.     (N)    101 01 59.     (W)     SCALED    
 BO0151* NAVD 88     -       755.815  (meters)    2479.70   (feet)  ADJUSTED  
 BO0151  ___________________________________________________________________
 BO0151  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BO0151  DYNAMIC HT  -         754.710 (meters)    2476.08  (feet)  COMP
 BO0151  MODELED GRAV-     979,154.2   (mgal)                       NAVD 88
 BO0151
 BO0151  VERT ORDER  -  FIRST     CLASS II
 BO0151
 BO0151.The horizontal coordinates were scaled from a topographic map and have
 BO0151.an estimated accuracy of +/- 6 seconds.
 BO0151
 BO0151.The orthometric height was determined by differential leveling
 BO0151.and adjusted by the National Geodetic Survey in June 1991..
 BO0151
 BO0151.The geoid height was determined by GEOID03.
 BO0151
 BO0151.The dynamic height is computed by dividing the NAVD 88
 BO0151.geopotential number by the normal gravity value computed on the
 BO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0151.degrees latitude (g = 980.6199 gals.).
 BO0151
 BO0151.The modeled gravity was interpolated from observed gravity values.
 BO0151
 BO0151;                    North         East    Units  Estimated Accuracy
 BO0151;SPC TX C     - 3,112,730.      632,960.      MT  (+/- 180 meters Scaled)
 BO0151
 BO0151                          SUPERSEDED SURVEY CONTROL
 BO0151
 BO0151  NGVD 29 (??/??/92)  755.613  (m)         2479.04   (f) ADJ UNCH    1 2
 BO0151
 BO0151.Superseded values are not recommended for survey control.
 BO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0151.See file dsdata.txt to determine how the superseded data were derived.
 BO0151
 BO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU052960(NAD 83)
 BO0151_MARKER: DB = BENCH MARK DISK
 BO0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0151_STAMPING: Q 104 1933 2479.040
 BO0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0151+STABILITY: SURFACE MOTION
 BO0151
 BO0151  HISTORY     - Date     Condition        Report By
 BO0151  HISTORY     - 1933     MONUMENTED       CGS
 BO0151  HISTORY     - 1966     GOOD             NGS
 BO0151
 BO0151                          STATION DESCRIPTION
 BO0151
 BO0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0151'10.4 MI E FROM OZONA.
 BO0151'ABOUT 10.4 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURT HOUSE AT
 BO0151'OZONA, 56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.25 MILE WEST
 BO0151'OF A STEEL WINDMILL, 150 FEET EAST OF THE EXTENDED CENTER LINE OF A
 BO0151'ROAD LEADING SOUTH, 4 FEET NORTH OF A FENCE LINE, 1 1/2 FEET WEST OF A
 BO0151'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY,
 BO0151'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0020 ***********************************************************************
 EO0020  DESIGNATION -  Q 1040
 EO0020  PID         -  EO0020
 EO0020  STATE/COUNTY-  TX/DEAF SMITH
 EO0020  USGS QUAD   -  DAWN (1984)
 EO0020
 EO0020                         *CURRENT SURVEY CONTROL
 EO0020  ___________________________________________________________________
 EO0020* NAD 83(1986)-  34 56 00.     (N)    102 12 14.     (W)     SCALED    
 EO0020* NAVD 88     -      1154.688  (meters)    3788.34   (feet)  ADJUSTED  
 EO0020  ___________________________________________________________________
 EO0020  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 EO0020  DYNAMIC HT  -        1153.257 (meters)    3783.64  (feet)  COMP
 EO0020  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 EO0020
 EO0020  VERT ORDER  -  FIRST     CLASS II
 EO0020
 EO0020.The horizontal coordinates were scaled from a topographic map and have
 EO0020.an estimated accuracy of +/- 6 seconds.
 EO0020
 EO0020.The orthometric height was determined by differential leveling
 EO0020.and adjusted by the National Geodetic Survey in June 1991..
 EO0020
 EO0020.The geoid height was determined by GEOID03.
 EO0020
 EO0020.The dynamic height is computed by dividing the NAVD 88
 EO0020.geopotential number by the normal gravity value computed on the
 EO0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0020.degrees latitude (g = 980.6199 gals.).
 EO0020
 EO0020.The modeled gravity was interpolated from observed gravity values.
 EO0020
 EO0020;                    North         East    Units  Estimated Accuracy
 EO0020;SPC TX N     - 1,103,770.      135,700.      MT  (+/- 180 meters Scaled)
 EO0020
 EO0020                          SUPERSEDED SURVEY CONTROL
 EO0020
 EO0020  NGVD 29 (??/??/92) 1154.161  (m)         3786.61   (f) ADJ UNCH    1 2
 EO0020
 EO0020.Superseded values are not recommended for survey control.
 EO0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0020.See file dsdata.txt to determine how the superseded data were derived.
 EO0020
 EO0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU553692(NAD 83)
 EO0020_MARKER: DB = BENCH MARK DISK
 EO0020_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EO0020_STAMPING: Q 1040 1958
 EO0020_MARK LOGO: CGS   
 EO0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0020+STABILITY: SURFACE MOTION
 EO0020
 EO0020  HISTORY     - Date     Condition        Report By
 EO0020  HISTORY     - 1958     MONUMENTED       CGS
 EO0020  HISTORY     - 1984     GOOD             NGS
 EO0020
 EO0020                          STATION DESCRIPTION
 EO0020
 EO0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0020'8.1 MI W FROM UMBARGER.
 EO0020'ABOUT 6.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0020'FROM THE STATION AT UMBARGER, THENCE ABOUT 1.8 MILES NORTH ALONG FARM
 EO0020'ROAD 809, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF
 EO0020'A TWIN CULVERT, 18 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 EO0020'ABOUT 100 YARDS SOUTHEAST OF THE NORTH END OF A CURVE AROUND A POND,
 EO0020'ABOUT 200 FEET NORTHWEST OF A STEEL WINDMILL, AND ABOUT 1 FOOT BELOW
 EO0020'THE ROAD.
 EO0020
 EO0020                          STATION RECOVERY (1984)
 EO0020
 EO0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0020'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.3 KM
 EO0020'(12.6 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0020'RAILROAD FROM THE STATION IN HEREFORD, THENCE 2.9 KM (1.8 MI) NORTH
 EO0020'ALONG FARM ROAD 809.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0247 ***********************************************************************
 DM0247  DESIGNATION -  Q 1041
 DM0247  PID         -  DM0247
 DM0247  STATE/COUNTY-  TX/MORRIS
 DM0247  USGS QUAD   -  CASON (1980)
 DM0247
 DM0247                         *CURRENT SURVEY CONTROL
 DM0247  ___________________________________________________________________
 DM0247* NAD 83(1986)-  33 01 22.     (N)    094 45 06.     (W)     SCALED    
 DM0247* NAVD 88     -        97.883  (meters)     321.14   (feet)  ADJUSTED  
 DM0247  ___________________________________________________________________
 DM0247  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0247  DYNAMIC HT  -          97.775 (meters)     320.78  (feet)  COMP
 DM0247  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 DM0247
 DM0247  VERT ORDER  -  FIRST     CLASS II
 DM0247
 DM0247.The horizontal coordinates were scaled from a topographic map and have
 DM0247.an estimated accuracy of +/- 6 seconds.
 DM0247
 DM0247.The orthometric height was determined by differential leveling
 DM0247.and adjusted by the National Geodetic Survey in June 1991..
 DM0247
 DM0247.The geoid height was determined by GEOID03.
 DM0247
 DM0247.The dynamic height is computed by dividing the NAVD 88
 DM0247.geopotential number by the normal gravity value computed on the
 DM0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0247.degrees latitude (g = 980.6199 gals.).
 DM0247
 DM0247.The modeled gravity was interpolated from observed gravity values.
 DM0247
 DM0247;                    North         East    Units  Estimated Accuracy
 DM0247;SPC TXNC     - 2,156,630.      950,090.      MT  (+/- 180 meters Scaled)
 DM0247
 DM0247                          SUPERSEDED SURVEY CONTROL
 DM0247
 DM0247  NGVD 29 (??/??/92)   97.916  (m)          321.25   (f) ADJ UNCH    1 2
 DM0247
 DM0247.Superseded values are not recommended for survey control.
 DM0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0247.See file dsdata.txt to determine how the superseded data were derived.
 DM0247
 DM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS363551(NAD 83)
 DM0247_MARKER: DB = BENCH MARK DISK
 DM0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0247_STAMPING: Q 1041 1954
 DM0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0247+STABILITY: SURFACE MOTION
 DM0247
 DM0247  HISTORY     - Date     Condition        Report By
 DM0247  HISTORY     - 1954     MONUMENTED       CGS
 DM0247
 DM0247                          STATION DESCRIPTION
 DM0247
 DM0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0247'2.1 MI W FROM DRINGERFIELD.
 DM0247'2.1 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0247'STATION AT DRINGERFIELD, 6 RAILS WEST OF TRESTLE T - 84.6, 43 FEET
 DM0247'NORTH OF THE NORTH RAIL, 3 FEET SOUTH OF A FENCE, 3 FEET EAST OF A
 DM0247'WITNESS POST, 13 1/2 POLES EAST OF MILEPOST T - 85, SET IN THE TOP OF
 DM0247'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0226 ***********************************************************************
 CR0226  DESIGNATION -  Q 1042
 CR0226  PID         -  CR0226
 CR0226  STATE/COUNTY-  TX/CASS
 CR0226  USGS QUAD   -  AVINGER (1962)
 CR0226
 CR0226                         *CURRENT SURVEY CONTROL
 CR0226  ___________________________________________________________________
 CR0226* NAD 83(1986)-  32 54 31.     (N)    094 33 32.     (W)     SCALED    
 CR0226* NAVD 88     -       107.448  (meters)     352.52   (feet)  ADJUSTED  
 CR0226  ___________________________________________________________________
 CR0226  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CR0226  DYNAMIC HT  -         107.328 (meters)     352.13  (feet)  COMP
 CR0226  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 CR0226
 CR0226  VERT ORDER  -  FIRST     CLASS II
 CR0226
 CR0226.The horizontal coordinates were scaled from a topographic map and have
 CR0226.an estimated accuracy of +/- 6 seconds.
 CR0226
 CR0226.The orthometric height was determined by differential leveling
 CR0226.and adjusted by the National Geodetic Survey in June 1991..
 CR0226
 CR0226.The geoid height was determined by GEOID03.
 CR0226
 CR0226.The dynamic height is computed by dividing the NAVD 88
 CR0226.geopotential number by the normal gravity value computed on the
 CR0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0226.degrees latitude (g = 980.6199 gals.).
 CR0226
 CR0226.The modeled gravity was interpolated from observed gravity values.
 CR0226
 CR0226;                    North         East    Units  Estimated Accuracy
 CR0226;SPC TXNC     - 2,144,630.      968,560.      MT  (+/- 180 meters Scaled)
 CR0226
 CR0226                          SUPERSEDED SURVEY CONTROL
 CR0226
 CR0226  NGVD 29 (??/??/92)  107.493  (m)          352.67   (f) ADJ UNCH    1 2
 CR0226
 CR0226.Superseded values are not recommended for survey control.
 CR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0226.See file dsdata.txt to determine how the superseded data were derived.
 CR0226
 CR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS542422(NAD 83)
 CR0226_MARKER: DB = BENCH MARK DISK
 CR0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0226_STAMPING: Q 1042 1954
 CR0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0226+STABILITY: SURFACE MOTION
 CR0226
 CR0226  HISTORY     - Date     Condition        Report By
 CR0226  HISTORY     - 1954     MONUMENTED       CGS
 CR0226
 CR0226                          STATION DESCRIPTION
 CR0226
 CR0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0226'0.6 MI NW FROM AVINGER.
 CR0226'0.6 MILE NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0226'STATION AT AVINGER, 51 FEET NORTHEAST OF THE NORTHEAST RAIL, 58 FEET
 CR0226'NORTH OF MILEPOST T - 68, 2.4 FEET SOUTHEAST OF A WITNESS POST, SET IN
 CR0226'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0111 ***********************************************************************
 DO0111  DESIGNATION -  Q 1043
 DO0111  PID         -  DO0111
 DO0111  STATE/COUNTY-  TX/WICHITA
 DO0111  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0111
 DO0111                         *CURRENT SURVEY CONTROL
 DO0111  ___________________________________________________________________
 DO0111* NAD 83(1986)-  33 58 24.     (N)    098 29 25.     (W)     SCALED    
 DO0111* NAVD 88     -       302.868  (meters)     993.66   (feet)  ADJUSTED  
 DO0111  ___________________________________________________________________
 DO0111  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DO0111  DYNAMIC HT  -         302.538 (meters)     992.58  (feet)  COMP
 DO0111  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 DO0111
 DO0111  VERT ORDER  -  SECOND    CLASS 0
 DO0111
 DO0111.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0111
 DO0111.The horizontal coordinates were scaled from a topographic map and have
 DO0111.an estimated accuracy of +/- 6 seconds.
 DO0111
 DO0111.The orthometric height was determined by differential leveling
 DO0111.and adjusted by the National Geodetic Survey in June 1991..
 DO0111
 DO0111.The geoid height was determined by GEOID03.
 DO0111
 DO0111.The dynamic height is computed by dividing the NAVD 88
 DO0111.geopotential number by the normal gravity value computed on the
 DO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0111.degrees latitude (g = 980.6199 gals.).
 DO0111
 DO0111.The modeled gravity was interpolated from observed gravity values.
 DO0111
 DO0111;                    North         East    Units  Estimated Accuracy
 DO0111;SPC TXNC     - 2,255,800.      600,900.      MT  (+/- 180 meters Scaled)
 DO0111
 DO0111                          SUPERSEDED SURVEY CONTROL
 DO0111
 DO0111  NGVD 29 (??/??/92)  302.772  (m)          993.34   (f) ADJ UNCH    2 0
 DO0111
 DO0111.Superseded values are not recommended for survey control.
 DO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0111.See file dsdata.txt to determine how the superseded data were derived.
 DO0111
 DO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC470593(NAD 83)
 DO0111_MARKER: DB = BENCH MARK DISK
 DO0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0111_STAMPING: Q 1043 1957
 DO0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0111+STABILITY: SURFACE MOTION
 DO0111
 DO0111  HISTORY     - Date     Condition        Report By
 DO0111  HISTORY     - 1957     MONUMENTED       CGS
 DO0111  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0111  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0111
 DO0111                          STATION DESCRIPTION
 DO0111
 DO0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0111'5 MI N FROM WICHITA FALLS.
 DO0111'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE,
 DO0111'10,937.5 FEET SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST END OF THE
 DO0111'PROPOSED RUNWAY, AT RUNWAY STATION 109 + 37.5, 1,587.5 FEET
 DO0111'WEST-SOUTHWEST OF THE CENTER LINE OF THE RUNWAY, 500 FEET
 DO0111'WEST-SOUTHWEST OF THE CENTER LINE OF A PROPOSED TAXI STRIP, 3 FEET
 DO0111'NORTHEAST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE
 DO0111'POST FLUSH WITH THE GROUND.
 DO0111
 DO0111                          STATION RECOVERY (1972)
 DO0111
 DO0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0111'MARK NOT FOUND.
 DO0111
 DO0111                          STATION RECOVERY (2001)
 DO0111
 DO0111'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0013 ***********************************************************************
 CT0013  DESIGNATION -  Q 1048
 CT0013  PID         -  CT0013
 CT0013  STATE/COUNTY-  TX/PALO PINTO
 CT0013  USGS QUAD   -  BRAZOS EAST (1984)
 CT0013
 CT0013                         *CURRENT SURVEY CONTROL
 CT0013  ___________________________________________________________________
 CT0013* NAD 83(1986)-  32 40 08.     (N)    098 06 15.     (W)     SCALED    
 CT0013* NAVD 88     -       243.933  (meters)     800.30   (feet)  ADJUSTED  
 CT0013  ___________________________________________________________________
 CT0013  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CT0013  DYNAMIC HT  -         243.633 (meters)     799.32  (feet)  COMP
 CT0013  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 CT0013
 CT0013  VERT ORDER  -  FIRST     CLASS II
 CT0013
 CT0013.The horizontal coordinates were scaled from a topographic map and have
 CT0013.an estimated accuracy of +/- 6 seconds.
 CT0013
 CT0013.The orthometric height was determined by differential leveling
 CT0013.and adjusted by the National Geodetic Survey in June 1991..
 CT0013
 CT0013.The geoid height was determined by GEOID03.
 CT0013
 CT0013.The dynamic height is computed by dividing the NAVD 88
 CT0013.geopotential number by the normal gravity value computed on the
 CT0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0013.degrees latitude (g = 980.6199 gals.).
 CT0013
 CT0013.The modeled gravity was interpolated from observed gravity values.
 CT0013
 CT0013;                    North         East    Units  Estimated Accuracy
 CT0013;SPC TXNC     - 2,111,210.      637,130.      MT  (+/- 180 meters Scaled)
 CT0013
 CT0013                          SUPERSEDED SURVEY CONTROL
 CT0013
 CT0013  NGVD 29 (??/??/92)  243.849  (m)          800.03   (f) ADJ UNCH    1 2
 CT0013
 CT0013.Superseded values are not recommended for survey control.
 CT0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0013.See file dsdata.txt to determine how the superseded data were derived.
 CT0013
 CT0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB839149(NAD 83)
 CT0013_MARKER: DB = BENCH MARK DISK
 CT0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0013_SP_SET: UNDERPASS ABUTMENT
 CT0013_STAMPING: Q 1048 1955
 CT0013_MARK LOGO: CGS   
 CT0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0013
 CT0013  HISTORY     - Date     Condition        Report By
 CT0013  HISTORY     - 1955     MONUMENTED       CGS
 CT0013  HISTORY     - 1983     GOOD             NGS
 CT0013  HISTORY     - 20020316 GOOD             USPSQD
 CT0013
 CT0013                          STATION DESCRIPTION
 CT0013
 CT0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0013'1.35 MI NE FROM BRAZOS.
 CT0013'1.35 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0013'STATION SIGN AT BRAZOS, 4.8 FEET NORTHWEST OF THE NORTHWEST RAIL, SET
 CT0013'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE
 CT0013'UNDERPASS OF U.S. HIGHWAY 281.
 CT0013
 CT0013                          STATION RECOVERY (1983)
 CT0013
 CT0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0013'RECOVERED IN GOOD CONDITION.
 CT0013
 CT0013                          STATION RECOVERY (2002)
 CT0013
 CT0013'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0172 ***********************************************************************
 CT0172  DESIGNATION -  Q 1049
 CT0172  PID         -  CT0172
 CT0172  STATE/COUNTY-  TX/EASTLAND
 CT0172  USGS QUAD   -  RANGER (1987)
 CT0172
 CT0172                         *CURRENT SURVEY CONTROL
 CT0172  ___________________________________________________________________
 CT0172* NAD 83(1986)-  32 25 42.     (N)    098 44 38.     (W)     SCALED    
 CT0172* NAVD 88     -       464.212  (meters)    1523.00   (feet)  ADJUSTED  
 CT0172  ___________________________________________________________________
 CT0172  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CT0172  DYNAMIC HT  -         463.617 (meters)    1521.05  (feet)  COMP
 CT0172  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 CT0172
 CT0172  VERT ORDER  -  FIRST     CLASS II
 CT0172
 CT0172.The horizontal coordinates were scaled from a topographic map and have
 CT0172.an estimated accuracy of +/- 6 seconds.
 CT0172
 CT0172.The orthometric height was determined by differential leveling
 CT0172.and adjusted by the National Geodetic Survey in June 1991..
 CT0172
 CT0172.The geoid height was determined by GEOID03.
 CT0172
 CT0172.The dynamic height is computed by dividing the NAVD 88
 CT0172.geopotential number by the normal gravity value computed on the
 CT0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0172.degrees latitude (g = 980.6199 gals.).
 CT0172
 CT0172.The modeled gravity was interpolated from observed gravity values.
 CT0172
 CT0172;                    North         East    Units  Estimated Accuracy
 CT0172;SPC TXNC     - 2,084,490.      577,060.      MT  (+/- 180 meters Scaled)
 CT0172
 CT0172                          SUPERSEDED SURVEY CONTROL
 CT0172
 CT0172  NGVD 29 (??/??/92)  464.070  (m)         1522.54   (f) ADJ UNCH    1 2
 CT0172
 CT0172.Superseded values are not recommended for survey control.
 CT0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0172.See file dsdata.txt to determine how the superseded data were derived.
 CT0172
 CT0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA240879(NAD 83)
 CT0172_MARKER: DB = BENCH MARK DISK
 CT0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0172_SP_SET: CULVERT
 CT0172_STAMPING: Q 1049 1955
 CT0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0172
 CT0172  HISTORY     - Date     Condition        Report By
 CT0172  HISTORY     - 1955     MONUMENTED       CGS
 CT0172  HISTORY     - 20020316 GOOD             USPSQD
 CT0172
 CT0172                          STATION DESCRIPTION
 CT0172
 CT0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0172'4.7 MI NE FROM EASTLAND.
 CT0172'4.7 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0172'STATION AT EASTLAND, 2 1/2 POLES SOUTHWEST OF MILEPOST 346, 13.8 FEET
 CT0172'NORTHWEST OF THE NORTHWEST RAIL, 3 FEET BELOW THE TOP OF THE RAILS,
 CT0172'0.8 MILE SOUTHWEST OF BENCH MARK S 1049, SET IN THE TOP OF THE
 CT0172'NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 CT0172
 CT0172                          STATION RECOVERY (2002)
 CT0172
 CT0172'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0344 ***********************************************************************
 BO0344  DESIGNATION -  Q 105
 BO0344  PID         -  BO0344
 BO0344  STATE/COUNTY-  TX/CROCKETT
 BO0344  USGS QUAD   -  SHEFFIELD (1967)
 BO0344
 BO0344                         *CURRENT SURVEY CONTROL
 BO0344  ___________________________________________________________________
 BO0344* NAD 83(1986)-  30 39 35.     (N)    101 45 50.     (W)     SCALED    
 BO0344* NAVD 88     -       625.978  (meters)    2053.73   (feet)  ADJUSTED  
 BO0344  ___________________________________________________________________
 BO0344  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 BO0344  DYNAMIC HT  -         625.063 (meters)    2050.73  (feet)  COMP
 BO0344  MODELED GRAV-     979,158.8   (mgal)                       NAVD 88
 BO0344
 BO0344  VERT ORDER  -  FIRST     CLASS II
 BO0344
 BO0344.The horizontal coordinates were scaled from a topographic map and have
 BO0344.an estimated accuracy of +/- 6 seconds.
 BO0344
 BO0344.The orthometric height was determined by differential leveling
 BO0344.and adjusted by the National Geodetic Survey in June 1991..
 BO0344
 BO0344.The geoid height was determined by GEOID03.
 BO0344
 BO0344.The dynamic height is computed by dividing the NAVD 88
 BO0344.geopotential number by the normal gravity value computed on the
 BO0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0344.degrees latitude (g = 980.6199 gals.).
 BO0344
 BO0344.The modeled gravity was interpolated from observed gravity values.
 BO0344
 BO0344;                    North         East    Units  Estimated Accuracy
 BO0344;SPC TX C     - 3,110,970.      562,910.      MT  (+/- 180 meters Scaled)
 BO0344
 BO0344                          SUPERSEDED SURVEY CONTROL
 BO0344
 BO0344  NGVD 29 (??/??/92)  625.763  (m)         2053.02   (f) ADJ UNCH    1 2
 BO0344
 BO0344.Superseded values are not recommended for survey control.
 BO0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0344.See file dsdata.txt to determine how the superseded data were derived.
 BO0344
 BO0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU351951(NAD 83)
 BO0344_MARKER: DB = BENCH MARK DISK
 BO0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0344_STAMPING: Q 105 1933 2053.024
 BO0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0344+STABILITY: SURFACE MOTION
 BO0344
 BO0344  HISTORY     - Date     Condition        Report By
 BO0344  HISTORY     - 1933     MONUMENTED       CGS
 BO0344  HISTORY     - 1958     GOOD             NGS
 BO0344
 BO0344                          STATION DESCRIPTION
 BO0344
 BO0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0344'4.35 MI E FROM SHEFFIELD.
 BO0344'ABOUT 4.35 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0344'SHEFFIELD, 108 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BO0344'0.15 MILE EAST OF THE EAST END OF THE BRIDGE OVER THE PECOS RIVER, 51
 BO0344'FEET NORTH OF A FENCE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT
 BO0344'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BO0344'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0510 ***********************************************************************
 CT0510  DESIGNATION -  Q 1051
 CT0510  PID         -  CT0510
 CT0510  STATE/COUNTY-  TX/TAYLOR
 CT0510  USGS QUAD   -  ABILENE EAST (1987)
 CT0510
 CT0510                         *CURRENT SURVEY CONTROL
 CT0510  ___________________________________________________________________
 CT0510* NAD 83(1986)-  32 26 51.     (N)    099 43 12.     (W)     SCALED    
 CT0510* NAVD 88     -       520.840  (meters)    1708.79   (feet)  ADJUSTED  
 CT0510  ___________________________________________________________________
 CT0510  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CT0510  DYNAMIC HT  -         520.165 (meters)    1706.57  (feet)  COMP
 CT0510  MODELED GRAV-     979,327.7   (mgal)                       NAVD 88
 CT0510
 CT0510  VERT ORDER  -  FIRST     CLASS II
 CT0510
 CT0510.The horizontal coordinates were scaled from a topographic map and have
 CT0510.an estimated accuracy of +/- 6 seconds.
 CT0510
 CT0510.The orthometric height was determined by differential leveling
 CT0510.and adjusted by the National Geodetic Survey in June 1991..
 CT0510
 CT0510.The geoid height was determined by GEOID03.
 CT0510
 CT0510.The dynamic height is computed by dividing the NAVD 88
 CT0510.geopotential number by the normal gravity value computed on the
 CT0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0510.degrees latitude (g = 980.6199 gals.).
 CT0510
 CT0510.The modeled gravity was interpolated from observed gravity values.
 CT0510
 CT0510;                    North         East    Units  Estimated Accuracy
 CT0510;SPC TXNC     - 2,087,250.      485,290.      MT  (+/- 180 meters Scaled)
 CT0510
 CT0510                          SUPERSEDED SURVEY CONTROL
 CT0510
 CT0510  NGVD 29 (??/??/92)  520.679  (m)         1708.26   (f) ADJ UNCH    1 2
 CT0510
 CT0510.Superseded values are not recommended for survey control.
 CT0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0510.See file dsdata.txt to determine how the superseded data were derived.
 CT0510
 CT0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA323902(NAD 83)
 CT0510_MARKER: DB = BENCH MARK DISK
 CT0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0510_SP_SET: BRIDGE
 CT0510_STAMPING: Q 1051 1956
 CT0510_MARK LOGO: CGS   
 CT0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0510
 CT0510  HISTORY     - Date     Condition        Report By
 CT0510  HISTORY     - 1956     MONUMENTED       CGS
 CT0510  HISTORY     - 1961     GOOD             NGS
 CT0510  HISTORY     - 1982     GOOD             NGS
 CT0510  HISTORY     - 1983     GOOD             NGS
 CT0510
 CT0510                          STATION DESCRIPTION
 CT0510
 CT0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0510'0.9 MI E FROM ABILENE.
 CT0510'0.9 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0510'ABILENE, 5 FEET NORTH OF THE NORTH RAIL, 1 FOOT BELOW THE TOP OF THE
 CT0510'RAILS, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT
 CT0510'OF BRIDGE 405.7.
 CT0510
 CT0510                          STATION RECOVERY (1961)
 CT0510
 CT0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0510'RECOVERED IN GOOD CONDITION.
 CT0510
 CT0510                          STATION RECOVERY (1982)
 CT0510
 CT0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0510'1.4 KM (0.85 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0510'THE STATION IN ABILENE, IN TOP OF THE NORTH END OF THE EAST ABUTMENT
 CT0510'OF RAILROAD BRIDGE NUMBER 405.7 OVER LYTLE CREEK AND 1.5 METERS (4.9
 CT0510'FT) NORTH OF THE NEAR RAIL.
 CT0510'THE MARK IS 0.3 M BELOW THE TRACKS.
 CT0510
 CT0510                          STATION RECOVERY (1983)
 CT0510
 CT0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0406 ***********************************************************************
 CT0406  DESIGNATION -  Q 1052
 CT0406  PID         -  CT0406
 CT0406  STATE/COUNTY-  TX/CALLAHAN
 CT0406  USGS QUAD   -  JAYELL (1966)
 CT0406
 CT0406                         *CURRENT SURVEY CONTROL
 CT0406  ___________________________________________________________________
 CT0406* NAD 83(1986)-  32 23 24.     (N)    099 21 53.     (W)     SCALED    
 CT0406* NAVD 88     -       499.055  (meters)    1637.32   (feet)  ADJUSTED  
 CT0406  ___________________________________________________________________
 CT0406  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CT0406  DYNAMIC HT  -         498.407 (meters)    1635.19  (feet)  COMP
 CT0406  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 CT0406
 CT0406  VERT ORDER  -  FIRST     CLASS II
 CT0406
 CT0406.The horizontal coordinates were scaled from a topographic map and have
 CT0406.an estimated accuracy of +/- 6 seconds.
 CT0406
 CT0406.The orthometric height was determined by differential leveling
 CT0406.and adjusted by the National Geodetic Survey in June 1991..
 CT0406
 CT0406.The geoid height was determined by GEOID03.
 CT0406
 CT0406.The dynamic height is computed by dividing the NAVD 88
 CT0406.geopotential number by the normal gravity value computed on the
 CT0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0406.degrees latitude (g = 980.6199 gals.).
 CT0406
 CT0406.The modeled gravity was interpolated from observed gravity values.
 CT0406
 CT0406;                    North         East    Units  Estimated Accuracy
 CT0406;SPC TXNC     - 2,080,550.      518,640.      MT  (+/- 180 meters Scaled)
 CT0406
 CT0406                          SUPERSEDED SURVEY CONTROL
 CT0406
 CT0406  NGVD 29 (??/??/92)  498.887  (m)         1636.77   (f) ADJ UNCH    1 2
 CT0406
 CT0406.Superseded values are not recommended for survey control.
 CT0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0406.See file dsdata.txt to determine how the superseded data were derived.
 CT0406
 CT0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA656837(NAD 83)
 CT0406_MARKER: DB = BENCH MARK DISK
 CT0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0406_SP_SET: BRIDGE ABUTMENT
 CT0406_STAMPING: Q 1052 1956
 CT0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0406
 CT0406  HISTORY     - Date     Condition        Report By
 CT0406  HISTORY     - 1956     MONUMENTED       CGS
 CT0406
 CT0406                          STATION DESCRIPTION
 CT0406
 CT0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0406'1.8 MI E FROM BAIRD.
 CT0406'1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0406'AT BAIRD, 6.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET BELOW THE
 CT0406'TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 CT0406'CONCRETE ABUTMENT OF BRIDGE 384.0 OVER MEXIA CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0372 ***********************************************************************
 CT0372  DESIGNATION -  Q 1053
 CT0372  PID         -  CT0372
 CT0372  STATE/COUNTY-  TX/EASTLAND
 CT0372  USGS QUAD   -  BERNIE LAKE (1966)
 CT0372
 CT0372                         *CURRENT SURVEY CONTROL
 CT0372  ___________________________________________________________________
 CT0372* NAD 83(1986)-  32 23 23.     (N)    099 01 27.     (W)     SCALED    
 CT0372* NAVD 88     -       484.716  (meters)    1590.27   (feet)  ADJUSTED  
 CT0372  ___________________________________________________________________
 CT0372  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CT0372  DYNAMIC HT  -         484.091 (meters)    1588.22  (feet)  COMP
 CT0372  MODELED GRAV-     979,333.2   (mgal)                       NAVD 88
 CT0372
 CT0372  VERT ORDER  -  FIRST     CLASS II
 CT0372
 CT0372.The horizontal coordinates were scaled from a topographic map and have
 CT0372.an estimated accuracy of +/- 6 seconds.
 CT0372
 CT0372.The orthometric height was determined by differential leveling
 CT0372.and adjusted by the National Geodetic Survey in June 1991..
 CT0372.WARNING-Repeat measurements at this control monument indicate possible
 CT0372.vertical movement.
 CT0372
 CT0372.The geoid height was determined by GEOID03.
 CT0372
 CT0372.The dynamic height is computed by dividing the NAVD 88
 CT0372.geopotential number by the normal gravity value computed on the
 CT0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0372.degrees latitude (g = 980.6199 gals.).
 CT0372
 CT0372.The modeled gravity was interpolated from observed gravity values.
 CT0372
 CT0372;                    North         East    Units  Estimated Accuracy
 CT0372;SPC TXNC     - 2,080,300.      550,680.      MT  (+/- 180 meters Scaled)
 CT0372
 CT0372                          SUPERSEDED SURVEY CONTROL
 CT0372
 CT0372  NGVD 29 (??/??/92)  484.578  (m)         1589.82   (f) ADJ UNCH    1 2
 CT0372
 CT0372.Superseded values are not recommended for survey control.
 CT0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0372.See file dsdata.txt to determine how the superseded data were derived.
 CT0372
 CT0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA977836(NAD 83)
 CT0372_MARKER: DB = BENCH MARK DISK
 CT0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0372_SP_SET: CONCRETE BASE
 CT0372_STAMPING: Q 1053 1956
 CT0372_MARK LOGO: CGS   
 CT0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0372
 CT0372  HISTORY     - Date     Condition        Report By
 CT0372  HISTORY     - 1956     MONUMENTED       CGS
 CT0372  HISTORY     - 1978     GOOD             DOD
 CT0372  HISTORY     - 1983     GOOD             NGS
 CT0372
 CT0372                          STATION DESCRIPTION
 CT0372
 CT0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0372'2.8 MI W FROM CISCO.
 CT0372'2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0372'AT CISCO, 16 1/2 POLES WEST OF MILEPOST 363, 36 FEET SOUTHEAST OF THE
 CT0372'SOUTHEAST RAIL, 10 FEET BELOW THE TOP OF THE RAILS, AT THE OVERPASS OF
 CT0372'AN EAST AND WEST PAVED ROAD, SET IN THE TOP OF THE CONCRETE BASE OF
 CT0372'THE 3RD PIER WEST OF THE EAST END OF THE OVERPASS, MIDWAY BETWEEN THE
 CT0372'MIDDLE AND NORTHEAST COLUMN OF THE PIER, 0.6 FOOT ABOVE THE GROUND.
 CT0372
 CT0372                          STATION RECOVERY (1978)
 CT0372
 CT0372'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CT0372'RECOVERED IN GOOD CONDITION.
 CT0372
 CT0372                          STATION RECOVERY (1983)
 CT0372
 CT0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0372'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0372'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0372'FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0372'CONRAD HILTON AVENUE, THENCE 4.6 KM (2.85 MI) WESTERLY ALONG THE
 CT0372'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0619 ***********************************************************************
 CU0619  DESIGNATION -  Q 1054
 CU0619  PID         -  CU0619
 CU0619  STATE/COUNTY-  TX/MARTIN
 CU0619  USGS QUAD   -  STANTON (1966)
 CU0619
 CU0619                         *CURRENT SURVEY CONTROL
 CU0619  ___________________________________________________________________
 CU0619* NAD 83(1986)-  32 07 50.     (N)    101 47 05.     (W)     SCALED    
 CU0619* NAVD 88     -       813.888  (meters)    2670.23   (feet)  ADJUSTED  
 CU0619  ___________________________________________________________________
 CU0619  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 CU0619  DYNAMIC HT  -         812.762 (meters)    2666.54  (feet)  COMP
 CU0619  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 CU0619
 CU0619  VERT ORDER  -  FIRST     CLASS II
 CU0619
 CU0619.The horizontal coordinates were scaled from a topographic map and have
 CU0619.an estimated accuracy of +/- 6 seconds.
 CU0619
 CU0619.The orthometric height was determined by differential leveling
 CU0619.and adjusted by the National Geodetic Survey in June 1991..
 CU0619
 CU0619.The geoid height was determined by GEOID03.
 CU0619
 CU0619.The dynamic height is computed by dividing the NAVD 88
 CU0619.geopotential number by the normal gravity value computed on the
 CU0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0619.degrees latitude (g = 980.6199 gals.).
 CU0619
 CU0619.The modeled gravity was interpolated from observed gravity values.
 CU0619
 CU0619;                    North         East    Units  Estimated Accuracy
 CU0619;SPC TXNC     - 2,056,290.      290,110.      MT  (+/- 180 meters Scaled)
 CU0619
 CU0619                          SUPERSEDED SURVEY CONTROL
 CU0619
 CU0619  NGVD 29 (??/??/92)  813.578  (m)         2669.21   (f) ADJ UNCH    1 2
 CU0619
 CU0619.Superseded values are not recommended for survey control.
 CU0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0619.See file dsdata.txt to determine how the superseded data were derived.
 CU0619
 CU0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA372583(NAD 83)
 CU0619_MARKER: DB = BENCH MARK DISK
 CU0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0619_STAMPING: Q 1054 1956
 CU0619_MARK LOGO: CGS   
 CU0619_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0619+STABILITY: SURFACE MOTION
 CU0619
 CU0619  HISTORY     - Date     Condition        Report By
 CU0619  HISTORY     - 1956     MONUMENTED       CGS
 CU0619  HISTORY     - 1982     GOOD             NGS
 CU0619
 CU0619                          STATION DESCRIPTION
 CU0619
 CU0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0619'0.25 MI NE FROM STANTON.
 CU0619'0.25 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0619'STATION AT STANTON, 59 FEET NORTHEAST OF THE 2ND POLE NORTHEAST OF
 CU0619'MILEPOST 534, AT A ROAD CROSSING, 73 FEET SOUTHWEST OF THE CENTER LINE
 CU0619'OF A DIRT ROAD, 38.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 CU0619'TRACK, IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET NORTHEAST OF A
 CU0619'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CU0619'FOOT ABOVE THE GROUND.
 CU0619
 CU0619                          STATION RECOVERY (1982)
 CU0619
 CU0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0619'IN STANTON, AT THE INTERSECTION OF THE TEXAS AND PACIFIC RAILROAD AND
 CU0619'BEAUGARD STREET, 22.3 METERS (73.2 FT) SOUTHWEST OF THE CENTER OF THE
 CU0619'STREET AND 11.7 METERS (38.4 FT) SOUTHEAST OF THE NEAR RAIL.
 CU0619'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CU0619'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0571 ***********************************************************************
 CT0571  DESIGNATION -  Q 1055
 CT0571  PID         -  CT0571
 CT0571  STATE/COUNTY-  TX/TAYLOR
 CT0571  USGS QUAD   -  MERKEL EAST (1984)
 CT0571
 CT0571                         *CURRENT SURVEY CONTROL
 CT0571  ___________________________________________________________________
 CT0571* NAD 83(1986)-  32 27 56.     (N)    099 58 37.     (W)     SCALED    
 CT0571* NAVD 88     -       555.063  (meters)    1821.07   (feet)  ADJUSTED  
 CT0571  ___________________________________________________________________
 CT0571  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CT0571  DYNAMIC HT  -         554.342 (meters)    1818.70  (feet)  COMP
 CT0571  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 CT0571
 CT0571  VERT ORDER  -  FIRST     CLASS II
 CT0571
 CT0571.The horizontal coordinates were scaled from a topographic map and have
 CT0571.an estimated accuracy of +/- 6 seconds.
 CT0571
 CT0571.The orthometric height was determined by differential leveling
 CT0571.and adjusted by the National Geodetic Survey in June 1991..
 CT0571
 CT0571.The geoid height was determined by GEOID03.
 CT0571
 CT0571.The dynamic height is computed by dividing the NAVD 88
 CT0571.geopotential number by the normal gravity value computed on the
 CT0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0571.degrees latitude (g = 980.6199 gals.).
 CT0571
 CT0571.The modeled gravity was interpolated from observed gravity values.
 CT0571
 CT0571;                    North         East    Units  Estimated Accuracy
 CT0571;SPC TXNC     - 2,089,570.      461,160.      MT  (+/- 180 meters Scaled)
 CT0571
 CT0571                          SUPERSEDED SURVEY CONTROL
 CT0571
 CT0571  NGVD 29 (??/??/92)  554.876  (m)         1820.46   (f) ADJ UNCH    1 2
 CT0571
 CT0571.Superseded values are not recommended for survey control.
 CT0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0571.See file dsdata.txt to determine how the superseded data were derived.
 CT0571
 CT0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA081924(NAD 83)
 CT0571_MARKER: DB = BENCH MARK DISK
 CT0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0571_SP_SET: CULVERT
 CT0571_STAMPING: Q 1055 1956
 CT0571_MARK LOGO: CGS   
 CT0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0571
 CT0571  HISTORY     - Date     Condition        Report By
 CT0571  HISTORY     - 1956     MONUMENTED       CGS
 CT0571  HISTORY     - 1982     GOOD             NGS
 CT0571  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CT0571  HISTORY     - 20011013 GOOD             USPSQD
 CT0571
 CT0571                          STATION DESCRIPTION
 CT0571
 CT0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0571'2.0 MI E FROM MERKEL.
 CT0571'2.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0571'AT MERKEL, 6 POLES EAST OF MILEPOST 421, 9.7 FEET NORTH OF THE NORTH
 CT0571'RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST
 CT0571'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 CT0571
 CT0571                          STATION RECOVERY (1982)
 CT0571
 CT0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0571'18.3 KM (11.35 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0571'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0571'ABILENE, 0.3 KM (0.2 MI) WEST OF MILEPOST 421, IN TOP OF THE WEST END
 CT0571'OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD AND 3.0
 CT0571'METERS (9.8 FT) NORTH OF THE NEAR RAIL.
 CT0571'THE MARK IS 0.9 M BELOW THE TRACKS.
 CT0571
 CT0571                          STATION RECOVERY (1994)
 CT0571
 CT0571'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0571'MARK NOT FOUND.
 CT0571
 CT0571                          STATION RECOVERY (2001)
 CT0571
 CT0571'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0274 ***********************************************************************
 CU0274  DESIGNATION -  Q 1056
 CU0274  PID         -  CU0274
 CU0274  STATE/COUNTY-  TX/NOLAN
 CU0274  USGS QUAD   -  ROSCOE (1987)
 CU0274
 CU0274                         *CURRENT SURVEY CONTROL
 CU0274  ___________________________________________________________________
 CU0274* NAD 83(1986)-  32 26 58.     (N)    100 31 22.     (W)     SCALED    
 CU0274* NAVD 88     -       727.735  (meters)    2387.58   (feet)  ADJUSTED  
 CU0274  ___________________________________________________________________
 CU0274  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CU0274  DYNAMIC HT  -         726.759 (meters)    2384.38  (feet)  COMP
 CU0274  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 CU0274
 CU0274  VERT ORDER  -  FIRST     CLASS II
 CU0274
 CU0274.The horizontal coordinates were scaled from a topographic map and have
 CU0274.an estimated accuracy of +/- 6 seconds.
 CU0274
 CU0274.The orthometric height was determined by differential leveling
 CU0274.and adjusted by the National Geodetic Survey in June 1991..
 CU0274
 CU0274.The geoid height was determined by GEOID03.
 CU0274
 CU0274.The dynamic height is computed by dividing the NAVD 88
 CU0274.geopotential number by the normal gravity value computed on the
 CU0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0274.degrees latitude (g = 980.6199 gals.).
 CU0274
 CU0274.The modeled gravity was interpolated from observed gravity values.
 CU0274
 CU0274;                    North         East    Units  Estimated Accuracy
 CU0274;SPC TXNC     - 2,088,630.      409,830.      MT  (+/- 180 meters Scaled)
 CU0274
 CU0274                          SUPERSEDED SURVEY CONTROL
 CU0274
 CU0274  NGVD 29 (??/??/92)  727.378  (m)         2386.41   (f) ADJ UNCH    1 2
 CU0274
 CU0274.Superseded values are not recommended for survey control.
 CU0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0274.See file dsdata.txt to determine how the superseded data were derived.
 CU0274
 CU0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA568912(NAD 83)
 CU0274_MARKER: DB = BENCH MARK DISK
 CU0274_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0274_SP_SET: 30 FT
 CU0274_STAMPING: Q 1056 1956
 CU0274_MARK LOGO: CGS   
 CU0274_PROJECTION: FLUSH
 CU0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0274_ROD/PIPE-DEPTH: 9.0  meters
 CU0274
 CU0274  HISTORY     - Date     Condition        Report By
 CU0274  HISTORY     - 1956     MONUMENTED       CGS
 CU0274  HISTORY     - 1982     GOOD             NGS
 CU0274
 CU0274                          STATION DESCRIPTION
 CU0274
 CU0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0274'0.9 MI NE FROM ROSCOE.
 CU0274'0.9 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0274'STATION AT ROSCOE, 3 1/2 POLES SOUTHWEST OF A ROAD CROSSING, 1 1/2
 CU0274'POLES SOUTHWEST OF MILEPOST 455, 40 FEET NORTHWEST OF THE NORTHWEST
 CU0274'RAIL, 5.1 FEET SOUTHWEST OF A TELEPHONE POLE, 2.1 FEET SOUTHEAST OF A
 CU0274'WITNESS POST, 57 FEET SOUTHEAST OF A FENCE, CLAMPED ON THE TOP OF A
 CU0274'1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 30 FEET IN THE
 CU0274'GROUND, INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE
 CU0274'THE GROUND.
 CU0274
 CU0274                          STATION RECOVERY (1982)
 CU0274
 CU0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0274'1.3 KM (0.8 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0274'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, 79.9 METERS (262.1
 CU0274'FT) WEST-SOUTHWEST OF BENCH MARK P 1056, 12.2 METERS (40.0 FT)
 CU0274'NORTH-NORTHWEST OF THE NEAR RAIL, 9.6 METERS (31.5 FT) NORTHEAST OF
 CU0274'THE SECOND POLE SOUTHWEST OF MILEPOST 455 AND 1.8 METERS (5.9 FT)
 CU0274'WEST-SOUTHWEST OF UTILITY POLE NUMBER H2E60.
 CU0274'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0274'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0282 ***********************************************************************
 CU0282  DESIGNATION -  Q 1057
 CU0282  PID         -  CU0282
 CU0282  STATE/COUNTY-  TX/NOLAN
 CU0282  USGS QUAD   -  ROSCOE (1987)
 CU0282
 CU0282                         *CURRENT SURVEY CONTROL
 CU0282  ___________________________________________________________________
 CU0282* NAD 83(1986)-  32 26 02.     (N)    100 37 26.     (W)     SCALED    
 CU0282* NAVD 88     -       727.244  (meters)    2385.97   (feet)  POSTED    
 CU0282  ___________________________________________________________________
 CU0282  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CU0282  DYNAMIC HT  -         726.260 (meters)    2382.74  (feet)  COMP
 CU0282  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 CU0282
 CU0282  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CU0282
 CU0282.The horizontal coordinates were scaled from a topographic map and have
 CU0282.an estimated accuracy of +/- 6 seconds.
 CU0282
 CU0282.The orthometric height was determined by differential leveling
 CU0282.and adjusted by the National Geodetic Survey in 1992..
 CU0282.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CU0282.rate of 4.1 thru 8.0 mm/km.
 CU0282
 CU0282.The geoid height was determined by GEOID03.
 CU0282
 CU0282.The dynamic height is computed by dividing the NAVD 88
 CU0282.geopotential number by the normal gravity value computed on the
 CU0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0282.degrees latitude (g = 980.6199 gals.).
 CU0282
 CU0282.The modeled gravity was interpolated from observed gravity values.
 CU0282
 CU0282;                    North         East    Units  Estimated Accuracy
 CU0282;SPC TXNC     - 2,087,100.      400,290.      MT  (+/- 180 meters Scaled)
 CU0282
 CU0282                          SUPERSEDED SURVEY CONTROL
 CU0282
 CU0282  NGVD 29 (??/??/92)  726.982  (m)         2385.11   (f) ADJ UNCH    1 2
 CU0282
 CU0282.Superseded values are not recommended for survey control.
 CU0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0282.See file dsdata.txt to determine how the superseded data were derived.
 CU0282
 CU0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA473896(NAD 83)
 CU0282_MARKER: DB = BENCH MARK DISK
 CU0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0282_STAMPING: Q 1057 1956
 CU0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0282+STABILITY: SURFACE MOTION
 CU0282
 CU0282  HISTORY     - Date     Condition        Report By
 CU0282  HISTORY     - 1956     MONUMENTED       CGS
 CU0282  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0282
 CU0282                          STATION DESCRIPTION
 CU0282
 CU0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0282'5.2 MI W FROM ROSCOE.
 CU0282'5.2 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0282'AT ROSCOE, 2 POLES WEST OF MILEPOST 461, 33.7 FEET SOUTH OF THE SOUTH
 CU0282'RAIL, 38 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 7
 CU0282'FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF A WITNESS POST, 6 FEET
 CU0282'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 CU0282'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0282
 CU0282                          STATION RECOVERY (1982)
 CU0282
 CU0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0282'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0357 ***********************************************************************
 CC0357  DESIGNATION -  Q 1058
 CC0357  PID         -  CC0357
 CC0357  STATE/COUNTY-  TX/REEVES
 CC0357  USGS QUAD   -  TOYAH (1970)
 CC0357
 CC0357                         *CURRENT SURVEY CONTROL
 CC0357  ___________________________________________________________________
 CC0357* NAD 83(1986)-  31 18 27.     (N)    103 47 58.     (W)     SCALED    
 CC0357* NAVD 88     -       892.299  (meters)    2927.48   (feet)  ADJUSTED  
 CC0357  ___________________________________________________________________
 CC0357  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CC0357  DYNAMIC HT  -         890.981 (meters)    2923.16  (feet)  COMP
 CC0357  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 CC0357
 CC0357  VERT ORDER  -  FIRST     CLASS II
 CC0357
 CC0357.The horizontal coordinates were scaled from a topographic map and have
 CC0357.an estimated accuracy of +/- 6 seconds.
 CC0357
 CC0357.The orthometric height was determined by differential leveling
 CC0357.and adjusted by the National Geodetic Survey in June 1991..
 CC0357.WARNING-Repeat measurements at this control monument indicate possible
 CC0357.vertical movement.
 CC0357
 CC0357.The geoid height was determined by GEOID03.
 CC0357
 CC0357.The dynamic height is computed by dividing the NAVD 88
 CC0357.geopotential number by the normal gravity value computed on the
 CC0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0357.degrees latitude (g = 980.6199 gals.).
 CC0357
 CC0357.The modeled gravity was interpolated from observed gravity values.
 CC0357
 CC0357;                    North         East    Units  Estimated Accuracy
 CC0357;SPC TX C     - 3,187,040.      370,130.      MT  (+/- 180 meters Scaled)
 CC0357
 CC0357                          SUPERSEDED SURVEY CONTROL
 CC0357
 CC0357  NGVD 29 (??/??/92)  891.987  (m)         2926.46   (f) ADJ UNCH    1 2
 CC0357
 CC0357.Superseded values are not recommended for survey control.
 CC0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0357.See file dsdata.txt to determine how the superseded data were derived.
 CC0357
 CC0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ142643(NAD 83)
 CC0357_MARKER: DB = BENCH MARK DISK
 CC0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0357_SP_SET: ABUTMENT
 CC0357_STAMPING: Q 1058 1956
 CC0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0357
 CC0357  HISTORY     - Date     Condition        Report By
 CC0357  HISTORY     - 1956     MONUMENTED       CGS
 CC0357  HISTORY     - 1981     GOOD             NGS
 CC0357
 CC0357                          STATION DESCRIPTION
 CC0357
 CC0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0357'0.6 MI SW FROM TOYAH.
 CC0357'0.6 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0357'STATION AT TOYAH, 0.1 MILE SOUTHWEST OF A WATER TOWER, 12 POLES
 CC0357'NORTHEAST OF MILEPOST 667, 35 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 CC0357'THE MAIN TRACK, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 CC0357'THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER A
 CC0357'DRAINAGE DITCH.
 CC0357
 CC0357                          STATION RECOVERY (1981)
 CC0357
 CC0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0357'1.0 KM (0.6 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0357'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.2 KM (0.1 MI) SOUTHWEST
 CC0357'OF A WATER TANK, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 CC0357'ABUTMENT OF THE MISSOURI PACIFIC RAILROAD CONCRETE BRIDGE OVER A
 CC0357'DRAINAGE DITCH, AND 10.7 METERS (35.0 FT) NORTHWEST OF THE NEAR RAIL.
 CC0357'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0572 ***********************************************************************
 CU0572  DESIGNATION -  Q 1059
 CU0572  PID         -  CU0572
 CU0572  STATE/COUNTY-  TX/HOWARD
 CU0572  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0572
 CU0572                         *CURRENT SURVEY CONTROL
 CU0572  ___________________________________________________________________
 CU0572* NAD 83(1986)-  32 16 10.     (N)    101 25 17.     (W)     SCALED    
 CU0572* NAVD 88     -       751.615  (meters)    2465.92   (feet)  ADJUSTED  
 CU0572  ___________________________________________________________________
 CU0572  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CU0572  DYNAMIC HT  -         750.582 (meters)    2462.53  (feet)  COMP
 CU0572  MODELED GRAV-     979,240.6   (mgal)                       NAVD 88
 CU0572
 CU0572  VERT ORDER  -  FIRST     CLASS II
 CU0572
 CU0572.The horizontal coordinates were scaled from a topographic map and have
 CU0572.an estimated accuracy of +/- 6 seconds.
 CU0572
 CU0572.The orthometric height was determined by differential leveling
 CU0572.and adjusted by the National Geodetic Survey in June 1991..
 CU0572
 CU0572.The geoid height was determined by GEOID03.
 CU0572
 CU0572.The dynamic height is computed by dividing the NAVD 88
 CU0572.geopotential number by the normal gravity value computed on the
 CU0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0572.degrees latitude (g = 980.6199 gals.).
 CU0572
 CU0572.The modeled gravity was interpolated from observed gravity values.
 CU0572
 CU0572;                    North         East    Units  Estimated Accuracy
 CU0572;SPC TXNC     - 2,070,670.      324,800.      MT  (+/- 180 meters Scaled)
 CU0572
 CU0572                          SUPERSEDED SURVEY CONTROL
 CU0572
 CU0572  NGVD 29 (??/??/92)  751.343  (m)         2465.03   (f) ADJ UNCH    1 2
 CU0572
 CU0572.Superseded values are not recommended for survey control.
 CU0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0572.See file dsdata.txt to determine how the superseded data were derived.
 CU0572
 CU0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA719728(NAD 83)
 CU0572_MARKER: DB = BENCH MARK DISK
 CU0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0572_STAMPING: Q 1059 1956
 CU0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0572+STABILITY: SURFACE MOTION
 CU0572
 CU0572  HISTORY     - Date     Condition        Report By
 CU0572  HISTORY     - 1956     MONUMENTED       CGS
 CU0572  HISTORY     - 1965     GOOD             NGS
 CU0572
 CU0572                          STATION DESCRIPTION
 CU0572
 CU0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0572'3.45 MI NE FROM BIG SPRING.
 CU0572'3.45 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0572'STATION AT BIG SPRING, AT THE WEST CORNER OF THE COSDEN REFINERY, 125
 CU0572'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 49 FEET EAST OF THE EXTENDED
 CU0572'CENTER LINE OF AN OILED ROAD, 33 FEET SOUTHWEST OF THE SOUTH CORNER OF
 CU0572'A WOODEN CROSSWALK OVER THE RAILROAD, 12 FEET EAST OF THE 3RD POLE
 CU0572'NORTHEAST OF MILEPOST 510, 8 FEET NORTHEAST OF A FENCE CORNER, 2.6
 CU0572'FEET NORTHWEST OF A FENCE, 12 FEET ABOVE THE TOP OF THE RAILS, SET IN
 CU0572'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CU0572
 CU0572                          STATION RECOVERY (1965)
 CU0572
 CU0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CU0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0017 ***********************************************************************
 BP0017  DESIGNATION -  Q 106
 BP0017  PID         -  BP0017
 BP0017  STATE/COUNTY-  TX/PECOS
 BP0017  USGS QUAD   -  BOOTLEG CANYON (1969)
 BP0017
 BP0017                         *CURRENT SURVEY CONTROL
 BP0017  ___________________________________________________________________
 BP0017* NAD 83(1986)-  30 53 12.     (N)    102 25 28.     (W)     SCALED    
 BP0017* NAVD 88     -       790.730  (meters)    2594.25   (feet)  ADJUSTED  
 BP0017  ___________________________________________________________________
 BP0017  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BP0017  DYNAMIC HT  -         789.565 (meters)    2590.43  (feet)  COMP
 BP0017  MODELED GRAV-     979,142.2   (mgal)                       NAVD 88
 BP0017
 BP0017  VERT ORDER  -  FIRST     CLASS II
 BP0017
 BP0017.The horizontal coordinates were scaled from a topographic map and have
 BP0017.an estimated accuracy of +/- 6 seconds.
 BP0017
 BP0017.The orthometric height was determined by differential leveling
 BP0017.and adjusted by the National Geodetic Survey in June 1991..
 BP0017
 BP0017.The geoid height was determined by GEOID03.
 BP0017
 BP0017.The dynamic height is computed by dividing the NAVD 88
 BP0017.geopotential number by the normal gravity value computed on the
 BP0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0017.degrees latitude (g = 980.6199 gals.).
 BP0017
 BP0017.The modeled gravity was interpolated from observed gravity values.
 BP0017
 BP0017;                    North         East    Units  Estimated Accuracy
 BP0017;SPC TX C     - 3,137,120.      500,090.      MT  (+/- 180 meters Scaled)
 BP0017
 BP0017                          SUPERSEDED SURVEY CONTROL
 BP0017
 BP0017  NGVD 29 (??/??/92)  790.441  (m)         2593.31   (f) ADJ UNCH    1 2
 BP0017
 BP0017.Superseded values are not recommended for survey control.
 BP0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0017.See file dsdata.txt to determine how the superseded data were derived.
 BP0017
 BP0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ462198(NAD 83)
 BP0017_MARKER: DB = BENCH MARK DISK
 BP0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0017_STAMPING: Q 106 1933 2593.305
 BP0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0017+STABILITY: SURFACE MOTION
 BP0017
 BP0017  HISTORY     - Date     Condition        Report By
 BP0017  HISTORY     - 1933     MONUMENTED       CGS
 BP0017  HISTORY     - 1958     GOOD             NGS
 BP0017
 BP0017                          STATION DESCRIPTION
 BP0017
 BP0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0017'27.45 MI E FROM FORT STOCKTON.
 BP0017'ABOUT 27.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0017'SANTA FE RAILWAY STATION AT FORT STOCKTON, 58 FEET NORTH-NORTHWEST OF
 BP0017'THE CENTER LINE OF THE HIGHWAY, ABOUT 0.3 MILE EAST-NORTHEAST OF A
 BP0017'SMALL CONCRETE HIGHWAY BRIDGE, ABOUT 0.3 MILE WEST-SOUTHWEST OF A
 BP0017'PRIVATE ROAD LEADING SOUTH-SOUTHEAST TO THE BAKER RANCH HEADQUARTERS,
 BP0017'ABOUT MIDWAY BETWEEN TWO LARGE CONCRETE CULVERTS, 125 FEET
 BP0017'EAST-NORTHEAST OF THE CENTER LINE OF AN ALUMINUM GATE, 8 FEET
 BP0017'NORTH-NORTHWEST OF CONCRETE HIGHWAY MARKER NUMBER 1465, 1 1/2 FEET
 BP0017'SOUTH-SOUTHEAST OF A FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 BP0017'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 BP0017'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0333 ***********************************************************************
 CU0333  DESIGNATION -  Q 1060
 CU0333  PID         -  CU0333
 CU0333  STATE/COUNTY-  TX/MITCHELL
 CU0333  USGS QUAD   -  CEDAR BEND (1979)
 CU0333
 CU0333                         *CURRENT SURVEY CONTROL
 CU0333  ___________________________________________________________________
 CU0333* NAD 83(1986)-  32 22 44.     (N)    100 56 49.     (W)     SCALED    
 CU0333* NAVD 88     -       635.606  (meters)    2085.32   (feet)  ADJUSTED  
 CU0333  ___________________________________________________________________
 CU0333  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CU0333  DYNAMIC HT  -         634.756 (meters)    2082.53  (feet)  COMP
 CU0333  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 CU0333
 CU0333  VERT ORDER  -  FIRST     CLASS II
 CU0333
 CU0333.The horizontal coordinates were scaled from a topographic map and have
 CU0333.an estimated accuracy of +/- 6 seconds.
 CU0333
 CU0333.The orthometric height was determined by differential leveling
 CU0333.and adjusted by the National Geodetic Survey in June 1991..
 CU0333
 CU0333.The geoid height was determined by GEOID03.
 CU0333
 CU0333.The dynamic height is computed by dividing the NAVD 88
 CU0333.geopotential number by the normal gravity value computed on the
 CU0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0333.degrees latitude (g = 980.6199 gals.).
 CU0333
 CU0333.The modeled gravity was interpolated from observed gravity values.
 CU0333
 CU0333;                    North         East    Units  Estimated Accuracy
 CU0333;SPC TXNC     - 2,081,660.      369,770.      MT  (+/- 180 meters Scaled)
 CU0333
 CU0333                          SUPERSEDED SURVEY CONTROL
 CU0333
 CU0333  NGVD 29 (??/??/92)  635.394  (m)         2084.62   (f) ADJ UNCH    1 2
 CU0333
 CU0333.Superseded values are not recommended for survey control.
 CU0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0333.See file dsdata.txt to determine how the superseded data were derived.
 CU0333
 CU0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA168841(NAD 83)
 CU0333_MARKER: DB = BENCH MARK DISK
 CU0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0333_SP_SET: ABUTMENT
 CU0333_STAMPING: Q 1060 1956
 CU0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0333
 CU0333  HISTORY     - Date     Condition        Report By
 CU0333  HISTORY     - 1956     MONUMENTED       CGS
 CU0333
 CU0333                          STATION DESCRIPTION
 CU0333
 CU0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0333'4.15 MI NE FROM WESTBROOK.
 CU0333'4.15 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0333'SECTION FOREMANS HOUSE AT WESTBROOK, 4 POLES NORTHEAST OF MILEPOST
 CU0333'481, 9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT BELOW THE TOP OF
 CU0333'THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 CU0333'CONCRETE ABUTMENT OF A BRIDGE OVER THE COLORADO CITY LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0034 ***********************************************************************
 CC0034  DESIGNATION -  Q 1061
 CC0034  PID         -  CC0034
 CC0034  STATE/COUNTY-  TX/MIDLAND
 CC0034  USGS QUAD   -  ODESSA NE (1981)
 CC0034
 CC0034                         *CURRENT SURVEY CONTROL
 CC0034  ___________________________________________________________________
 CC0034* NAD 83(1986)-  31 54 16.     (N)    102 15 02.     (W)     SCALED    
 CC0034* NAVD 88     -       871.027  (meters)    2857.69   (feet)  ADJUSTED  
 CC0034  ___________________________________________________________________
 CC0034  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CC0034  DYNAMIC HT  -         869.792 (meters)    2853.64  (feet)  COMP
 CC0034  MODELED GRAV-     979,192.7   (mgal)                       NAVD 88
 CC0034
 CC0034  VERT ORDER  -  FIRST     CLASS II
 CC0034
 CC0034.The horizontal coordinates were scaled from a topographic map and have
 CC0034.an estimated accuracy of +/- 6 seconds.
 CC0034
 CC0034.The orthometric height was determined by differential leveling
 CC0034.and adjusted by the National Geodetic Survey in June 1991..
 CC0034
 CC0034.The geoid height was determined by GEOID03.
 CC0034
 CC0034.The dynamic height is computed by dividing the NAVD 88
 CC0034.geopotential number by the normal gravity value computed on the
 CC0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0034.degrees latitude (g = 980.6199 gals.).
 CC0034
 CC0034.The modeled gravity was interpolated from observed gravity values.
 CC0034
 CC0034;                    North         East    Units  Estimated Accuracy
 CC0034;SPC TX C     - 3,249,640.      518,660.      MT  (+/- 180 meters Scaled)
 CC0034
 CC0034                          SUPERSEDED SURVEY CONTROL
 CC0034
 CC0034  NGVD 29 (??/??/92)  870.638  (m)         2856.42   (f) ADJ UNCH    1 2
 CC0034
 CC0034.Superseded values are not recommended for survey control.
 CC0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0034.See file dsdata.txt to determine how the superseded data were derived.
 CC0034
 CC0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR600331(NAD 83)
 CC0034_MARKER: DB = BENCH MARK DISK
 CC0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0034_SP_SET: ABUTMENT
 CC0034_STAMPING: Q 1061 1956
 CC0034_MARK LOGO: CGS   
 CC0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0034
 CC0034  HISTORY     - Date     Condition        Report By
 CC0034  HISTORY     - 1956     MONUMENTED       CGS
 CC0034  HISTORY     - 1975     GOOD             LOCSUR
 CC0034  HISTORY     - 1982     GOOD             NGS
 CC0034
 CC0034                          STATION DESCRIPTION
 CC0034
 CC0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0034'8.1 MI NE FROM ODESSA.
 CC0034'8.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0034'STATION AT ODESSA, 20 POLES NORTHEAST OF MILEPOST 566, 4.3 FEET
 CC0034'NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE NORTHWEST END
 CC0034'OF THE NORTHEAST ABUTMENT OF BRIDGE 565.5.
 CC0034
 CC0034                          STATION RECOVERY (1975)
 CC0034
 CC0034'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 CC0034'RECOVERED IN GOOD CONDITION.
 CC0034
 CC0034                          STATION RECOVERY (1982)
 CC0034
 CC0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0034'13.0 KM (8.1 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0034'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, IN TOP OF AND 0.6
 CC0034'METER (2.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 CC0034'ABUTMENT OF RAILROAD BRIDGE NUMBER 565.5 AND 1.3 METERS (4.3 FT)
 CC0034'NORTHWEST OF THE NEAR RAIL.
 CC0034'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0193 ***********************************************************************
 CC0193  DESIGNATION -  Q 1062
 CC0193  PID         -  CC0193
 CC0193  STATE/COUNTY-  TX/ECTOR
 CC0193  USGS QUAD   -  DOURO (1981)
 CC0193
 CC0193                         *CURRENT SURVEY CONTROL
 CC0193  ___________________________________________________________________
 CC0193* NAD 83(1986)-  31 46 16.     (N)    102 30 27.     (W)     SCALED    
 CC0193* NAVD 88     -       936.618  (meters)    3072.89   (feet)  ADJUSTED  
 CC0193  ___________________________________________________________________
 CC0193  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CC0193  DYNAMIC HT  -         935.294 (meters)    3068.54  (feet)  COMP
 CC0193  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 CC0193
 CC0193  VERT ORDER  -  FIRST     CLASS II
 CC0193
 CC0193.The horizontal coordinates were scaled from a topographic map and have
 CC0193.an estimated accuracy of +/- 6 seconds.
 CC0193
 CC0193.The orthometric height was determined by differential leveling
 CC0193.and adjusted by the National Geodetic Survey in June 1991..
 CC0193
 CC0193.The geoid height was determined by GEOID03.
 CC0193
 CC0193.The dynamic height is computed by dividing the NAVD 88
 CC0193.geopotential number by the normal gravity value computed on the
 CC0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0193.degrees latitude (g = 980.6199 gals.).
 CC0193
 CC0193.The modeled gravity was interpolated from observed gravity values.
 CC0193
 CC0193;                    North         East    Units  Estimated Accuracy
 CC0193;SPC TX C     - 3,235,310.      494,070.      MT  (+/- 180 meters Scaled)
 CC0193
 CC0193                          SUPERSEDED SURVEY CONTROL
 CC0193
 CC0193  NGVD 29 (??/??/92)  936.228  (m)         3071.61   (f) ADJ UNCH    1 2
 CC0193
 CC0193.Superseded values are not recommended for survey control.
 CC0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0193.See file dsdata.txt to determine how the superseded data were derived.
 CC0193
 CC0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR360177(NAD 83)
 CC0193_MARKER: DB = BENCH MARK DISK
 CC0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0193_STAMPING: Q 1062 1956
 CC0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0193+STABILITY: SURFACE MOTION
 CC0193
 CC0193  HISTORY     - Date     Condition        Report By
 CC0193  HISTORY     - 1956     MONUMENTED       CGS
 CC0193  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0193
 CC0193                          STATION DESCRIPTION
 CC0193
 CC0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0193'9.6 MI SW FROM ODESSA.
 CC0193'9.6 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0193'STATION AT ODESSA, 0.4 MILE SOUTHWEST OF A ROAD CROSSING, 40.4 FEET
 CC0193'SOUTHEAST OF THE SOUTHEAST RAIL, 38 FEET NORTHWEST OF THE CENTER LINE
 CC0193'OF A GRAVELED ROAD, 48.7 FEET NORTHEAST OF A TELEPHONE POLE, IN LINE
 CC0193'WITH A ROW OF TELEPHONE POLES, 3.2 FEET SOUTHWEST OF A WITNESS POST,
 CC0193'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CC0193'GROUND.
 CC0193
 CC0193                          STATION RECOVERY (1982)
 CC0193
 CC0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0193'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0380 ***********************************************************************
 CC0380  DESIGNATION -  Q 1063
 CC0380  PID         -  CC0380
 CC0380  STATE/COUNTY-  TX/REEVES
 CC0380  USGS QUAD   -  PECOS WEST (1981)
 CC0380
 CC0380                         *CURRENT SURVEY CONTROL
 CC0380  ___________________________________________________________________
 CC0380* NAD 83(1986)-  31 26 36.     (N)    103 30 44.     (W)     SCALED    
 CC0380* NAVD 88     -       786.826  (meters)    2581.45   (feet)  ADJUSTED  
 CC0380  ___________________________________________________________________
 CC0380  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 CC0380  DYNAMIC HT  -         785.677 (meters)    2577.68  (feet)  COMP
 CC0380  MODELED GRAV-     979,155.2   (mgal)                       NAVD 88
 CC0380
 CC0380  VERT ORDER  -  FIRST     CLASS II
 CC0380
 CC0380.The horizontal coordinates were scaled from a topographic map and have
 CC0380.an estimated accuracy of +/- 6 seconds.
 CC0380
 CC0380.The orthometric height was determined by differential leveling
 CC0380.and adjusted by the National Geodetic Survey in June 1991..
 CC0380
 CC0380.The geoid height was determined by GEOID03.
 CC0380
 CC0380.The dynamic height is computed by dividing the NAVD 88
 CC0380.geopotential number by the normal gravity value computed on the
 CC0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0380.degrees latitude (g = 980.6199 gals.).
 CC0380
 CC0380.The modeled gravity was interpolated from observed gravity values.
 CC0380
 CC0380;                    North         East    Units  Estimated Accuracy
 CC0380;SPC TX C     - 3,201,270.      397,880.      MT  (+/- 180 meters Scaled)
 CC0380
 CC0380                          SUPERSEDED SURVEY CONTROL
 CC0380
 CC0380  NGVD 29 (??/??/92)  786.916  (m)         2581.74   (f) ADJ UNCH    1 2
 CC0380
 CC0380.Superseded values are not recommended for survey control.
 CC0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0380.See file dsdata.txt to determine how the superseded data were derived.
 CC0380
 CC0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ413796(NAD 83)
 CC0380_MARKER: DB = BENCH MARK DISK
 CC0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0380_STAMPING: Q 1063 1956
 CC0380_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0380+STABILITY: SURFACE MOTION
 CC0380
 CC0380  HISTORY     - Date     Condition        Report By
 CC0380  HISTORY     - 1956     MONUMENTED       CGS
 CC0380  HISTORY     - 1981     GOOD             NGS
 CC0380
 CC0380                          STATION DESCRIPTION
 CC0380
 CC0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0380'1.5 MI N FROM PECOS.
 CC0380'1.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0380'STATION AT PECOS, 53 FEET EAST OF THE EAST RAIL, 111.6 FEET NORTHEAST
 CC0380'OF MILEPOST 270, 96.8 FEET NORTHEAST OF A VERTICAL SECTION OF RAIL
 CC0380'WHICH WAS FORMERLY MILEPOST 270, 3.1 FEET NORTH OF A WITNESS POST, SET
 CC0380'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 CC0380'GROUND.
 CC0380
 CC0380                          STATION RECOVERY (1981)
 CC0380
 CC0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0380'2.3 KM (1.4 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0380'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD, 0.6
 CC0380'KM (0.35 MI) SOUTH OF A GRAVELED ROAD CROSSING, 24.1 METERS (79.0 FT)
 CC0380'NORTHEAST OF MILE POST 270, AND 16.2 METERS (53.0 FT) EAST-NORTHEAST
 CC0380'OF THE NEAR RAIL.
 CC0380'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CC0380'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0526 ***********************************************************************
 CC0526  DESIGNATION -  Q 1065
 CC0526  PID         -  CC0526
 CC0526  STATE/COUNTY-  TX/REEVES
 CC0526  USGS QUAD   -  SAND LAKE (1981)
 CC0526
 CC0526                         *CURRENT SURVEY CONTROL
 CC0526  ___________________________________________________________________
 CC0526* NAD 83(1986)-  31 30 02.     (N)    103 31 27.     (W)     SCALED    
 CC0526* NAVD 88     -       794.942  (meters)    2608.07   (feet)  ADJUSTED  
 CC0526  ___________________________________________________________________
 CC0526  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 CC0526  DYNAMIC HT  -         793.779 (meters)    2604.26  (feet)  COMP
 CC0526  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 CC0526
 CC0526  VERT ORDER  -  FIRST     CLASS II
 CC0526
 CC0526.The horizontal coordinates were scaled from a topographic map and have
 CC0526.an estimated accuracy of +/- 6 seconds.
 CC0526
 CC0526.The orthometric height was determined by differential leveling
 CC0526.and adjusted by the National Geodetic Survey in June 1991..
 CC0526
 CC0526.The geoid height was determined by GEOID03.
 CC0526
 CC0526.The dynamic height is computed by dividing the NAVD 88
 CC0526.geopotential number by the normal gravity value computed on the
 CC0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0526.degrees latitude (g = 980.6199 gals.).
 CC0526
 CC0526.The modeled gravity was interpolated from observed gravity values.
 CC0526
 CC0526;                    North         East    Units  Estimated Accuracy
 CC0526;SPC TX C     - 3,207,650.      396,930.      MT  (+/- 180 meters Scaled)
 CC0526
 CC0526                          SUPERSEDED SURVEY CONTROL
 CC0526
 CC0526  NGVD 29 (??/??/92)  794.649  (m)         2607.11   (f) ADJ UNCH    1 2
 CC0526
 CC0526.Superseded values are not recommended for survey control.
 CC0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0526.See file dsdata.txt to determine how the superseded data were derived.
 CC0526
 CC0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ401860(NAD 83)
 CC0526_MARKER: DB = BENCH MARK DISK
 CC0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0526_STAMPING: Q 1065 1956
 CC0526_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0526+STABILITY: SURFACE MOTION
 CC0526
 CC0526  HISTORY     - Date     Condition        Report By
 CC0526  HISTORY     - 1956     MONUMENTED       CGS
 CC0526  HISTORY     - 1981     GOOD             NGS
 CC0526
 CC0526                          STATION DESCRIPTION
 CC0526
 CC0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0526'5.5 MI N FROM PECOS.
 CC0526'5.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0526'STATION AT PECOS, 33.5 FEET EAST OF THE EAST RAIL, 83 FEET SOUTHEAST
 CC0526'OF MILEPOST 266, 71.5 FEET NORTHEAST OF A VERTICAL SECTION OF RAIL
 CC0526'WHICH WAS FORMERLY MILEPOST 266, 39 FEET WEST OF THE CENTER LINE OF A
 CC0526'GRAVELED ROAD, 2.3 FEET NORTH OF A WITNESS POST, 0.45 MILE SOUTH OF
 CC0526'THE CROSSING OF FARM ROAD 1216, SET IN THE TOP OF A CONCRETE POST
 CC0526'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CC0526
 CC0526                          STATION RECOVERY (1981)
 CC0526
 CC0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0526'8.7 KM (5.4 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0526'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0526'PECOS, 1.0 KM (0.6 MI) SOUTH OF THE CROSSING OF FARM ROAD 1216,
 CC0526'21.0 METERS (69.0 FT) NORTHEAST OF MILE POST 266, 11.9 METERS
 CC0526'(39.0 FT) WEST OF THE CENTER OF A PAVED ROAD, AND 10.2 METERS
 CC0526'(33.5 FT) EAST OF THE NEAR RAIL.
 CC0526'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CC0526'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0513 ***********************************************************************
 CC0513  DESIGNATION -  Q 1066
 CC0513  PID         -  CC0513
 CC0513  STATE/COUNTY-  TX/REEVES
 CC0513  USGS QUAD   -  MENTONE (1981)
 CC0513
 CC0513                         *CURRENT SURVEY CONTROL
 CC0513  ___________________________________________________________________
 CC0513* NAD 83(1986)-  31 37 43.     (N)    103 34 02.     (W)     SCALED    
 CC0513* NAVD 88     -       809.188  (meters)    2654.81   (feet)  ADJUSTED  
 CC0513  ___________________________________________________________________
 CC0513  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 CC0513  DYNAMIC HT  -         808.002 (meters)    2650.92  (feet)  COMP
 CC0513  MODELED GRAV-     979,148.7   (mgal)                       NAVD 88
 CC0513
 CC0513  VERT ORDER  -  FIRST     CLASS II
 CC0513
 CC0513.The horizontal coordinates were scaled from a topographic map and have
 CC0513.an estimated accuracy of +/- 6 seconds.
 CC0513
 CC0513.The orthometric height was determined by differential leveling
 CC0513.and adjusted by the National Geodetic Survey in June 1991..
 CC0513
 CC0513.The geoid height was determined by GEOID03.
 CC0513
 CC0513.The dynamic height is computed by dividing the NAVD 88
 CC0513.geopotential number by the normal gravity value computed on the
 CC0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0513.degrees latitude (g = 980.6199 gals.).
 CC0513
 CC0513.The modeled gravity was interpolated from observed gravity values.
 CC0513
 CC0513;                    North         East    Units  Estimated Accuracy
 CC0513;SPC TX C     - 3,221,960.      393,260.      MT  (+/- 180 meters Scaled)
 CC0513
 CC0513                          SUPERSEDED SURVEY CONTROL
 CC0513
 CC0513  NGVD 29 (??/??/92)  808.804  (m)         2653.55   (f) ADJ UNCH    1 2
 CC0513
 CC0513.Superseded values are not recommended for survey control.
 CC0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0513.See file dsdata.txt to determine how the superseded data were derived.
 CC0513
 CC0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR358001(NAD 83)
 CC0513_MARKER: DB = BENCH MARK DISK
 CC0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0513_STAMPING: Q 1066 1956
 CC0513_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0513+STABILITY: SURFACE MOTION
 CC0513
 CC0513  HISTORY     - Date     Condition        Report By
 CC0513  HISTORY     - 1956     MONUMENTED       CGS
 CC0513  HISTORY     - 1981     GOOD             NGS
 CC0513
 CC0513                          STATION DESCRIPTION
 CC0513
 CC0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0513'15.5 MI N FROM PECOS.
 CC0513'15.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0513'STATION AT PECOS, 32.9 FEET SOUTH OF THE SOUTH RAIL, 91.8 FEET
 CC0513'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE, 30.5 FEET EAST OF THE
 CC0513'2ND POLE EAST OF MILEPOST 256, 2.5 FEET EAST OF A WITNESS POST, SET IN
 CC0513'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CC0513
 CC0513                          STATION RECOVERY (1981)
 CC0513
 CC0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0513'24.3 KM (15.1 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0513'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0513'PECOS, 0.2 KM (0.1 MI) SOUTHEAST OF MILE POST 256, 28.0 METERS
 CC0513'(91.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN TRESTLE,
 CC0513'9.4 METERS (30.9 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL, AND 0.8
 CC0513'METER (2.5 FT) EAST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0513'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CC0513'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0504 ***********************************************************************
 CC0504  DESIGNATION -  Q 1067
 CC0504  PID         -  CC0504
 CC0504  STATE/COUNTY-  TX/REEVES
 CC0504  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0504
 CC0504                         *CURRENT SURVEY CONTROL
 CC0504  ___________________________________________________________________
 CC0504* NAD 83(1986)-  31 40 02.     (N)    103 38 31.     (W)     SCALED    
 CC0504* NAVD 88     -       814.704  (meters)    2672.91   (feet)  ADJUSTED  
 CC0504  ___________________________________________________________________
 CC0504  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CC0504  DYNAMIC HT  -         813.507 (meters)    2668.98  (feet)  COMP
 CC0504  MODELED GRAV-     979,144.7   (mgal)                       NAVD 88
 CC0504
 CC0504  VERT ORDER  -  FIRST     CLASS II
 CC0504
 CC0504.The horizontal coordinates were scaled from a topographic map and have
 CC0504.an estimated accuracy of +/- 6 seconds.
 CC0504
 CC0504.The orthometric height was determined by differential leveling
 CC0504.and adjusted by the National Geodetic Survey in June 1991..
 CC0504
 CC0504.The geoid height was determined by GEOID03.
 CC0504
 CC0504.The dynamic height is computed by dividing the NAVD 88
 CC0504.geopotential number by the normal gravity value computed on the
 CC0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0504.degrees latitude (g = 980.6199 gals.).
 CC0504
 CC0504.The modeled gravity was interpolated from observed gravity values.
 CC0504
 CC0504;                    North         East    Units  Estimated Accuracy
 CC0504;SPC TX C     - 3,226,440.      386,300.      MT  (+/- 180 meters Scaled)
 CC0504
 CC0504                          SUPERSEDED SURVEY CONTROL
 CC0504
 CC0504  NGVD 29 (??/??/92)  814.298  (m)         2671.58   (f) ADJ UNCH    1 2
 CC0504
 CC0504.Superseded values are not recommended for survey control.
 CC0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0504.See file dsdata.txt to determine how the superseded data were derived.
 CC0504
 CC0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR287043(NAD 83)
 CC0504_MARKER: DB = BENCH MARK DISK
 CC0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0504_STAMPING: Q 1067 1957
 CC0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0504+STABILITY: SURFACE MOTION
 CC0504
 CC0504  HISTORY     - Date     Condition        Report By
 CC0504  HISTORY     - 1957     MONUMENTED       CGS
 CC0504  HISTORY     - 1957     GOOD             NGS
 CC0504
 CC0504                          STATION DESCRIPTION
 CC0504
 CC0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0504'0.2 MI NW FROM ARNO.
 CC0504'ABOUT 0.2 MILE NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CC0504'THE SECTION FOREMANS HOUSE AT ARNO, 111 1/2 FEET NORTHEAST OF THE 1ST
 CC0504'POLE NORTHWEST OF MILEPOST 251, 72 1/2 FEET NORTHEAST OF THE NORTHEAST
 CC0504'RAIL, 3 FEET NORTHWEST OF A WITNESS POST, AND IN THE TOP OF A CONCRETE
 CC0504'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0092 ***********************************************************************
 CD0092  DESIGNATION -  Q 1068
 CD0092  PID         -  CD0092
 CD0092  STATE/COUNTY-  TX/JEFF DAVIS
 CD0092  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0092
 CD0092                         *CURRENT SURVEY CONTROL
 CD0092  ___________________________________________________________________
 CD0092* NAD 83(1986)-  31 05 15.     (N)    104 07 31.     (W)     SCALED    
 CD0092* NAVD 88     -      1216.592  (meters)    3991.44   (feet)  ADJUSTED  
 CD0092  ___________________________________________________________________
 CD0092  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 CD0092  DYNAMIC HT  -        1214.715 (meters)    3985.28  (feet)  COMP
 CD0092  MODELED GRAV-     979,055.3   (mgal)                       NAVD 88
 CD0092
 CD0092  VERT ORDER  -  FIRST     CLASS II
 CD0092
 CD0092.The horizontal coordinates were scaled from a topographic map and have
 CD0092.an estimated accuracy of +/- 6 seconds.
 CD0092
 CD0092.The orthometric height was determined by differential leveling
 CD0092.and adjusted by the National Geodetic Survey in June 1991..
 CD0092
 CD0092.The geoid height was determined by GEOID03.
 CD0092
 CD0092.The dynamic height is computed by dividing the NAVD 88
 CD0092.geopotential number by the normal gravity value computed on the
 CD0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0092.degrees latitude (g = 980.6199 gals.).
 CD0092
 CD0092.The modeled gravity was interpolated from observed gravity values.
 CD0092
 CD0092;                    North         East    Units  Estimated Accuracy
 CD0092;SPC TX C     - 3,163,670.      338,300.      MT  (+/- 180 meters Scaled)
 CD0092
 CD0092                          SUPERSEDED SURVEY CONTROL
 CD0092
 CD0092  NGVD 29 (??/??/92) 1216.122  (m)         3989.89   (f) ADJ UNCH    1 2
 CD0092
 CD0092.Superseded values are not recommended for survey control.
 CD0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0092.See file dsdata.txt to determine how the superseded data were derived.
 CD0092
 CD0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ834396(NAD 83)
 CD0092_MARKER: DB = BENCH MARK DISK
 CD0092_SETTING: 66 = SET IN ROCK OUTCROP
 CD0092_SP_SET: ROCK LEDGE
 CD0092_STAMPING: Q 1068 1956
 CD0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0092+STABILITY: POSITION/ELEVATION WELL
 CD0092
 CD0092  HISTORY     - Date     Condition        Report By
 CD0092  HISTORY     - 1956     MONUMENTED       CGS
 CD0092
 CD0092                          STATION DESCRIPTION
 CD0092
 CD0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0092'6.25 MI NE FROM KENT.
 CD0092'6.25 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0092'STATION AT KENT, 86 FEET NORTH OF THE 9TH POLE SOUTH OF MILEPOST 692,
 CD0092'82 FEET WEST OF THE WEST RAIL, 54 FEET NORTHWEST OF BENCH MARK A 17,
 CD0092'16 FEET EAST OF A FENCE, 0.7 MILE SOUTHWEST OF BENCH MARK P 1068, 1
 CD0092'FOOT BELOW THE TOP OF THE RAILS, AT THE FOOT OF A ROCKY BLUFF, SET IN
 CD0092'THE TOP OF ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0177 ***********************************************************************
 CD0177  DESIGNATION -  Q 1069
 CD0177  PID         -  CD0177
 CD0177  STATE/COUNTY-  TX/CULBERSON
 CD0177  USGS QUAD   -  PLATEAU (1979)
 CD0177
 CD0177                         *CURRENT SURVEY CONTROL
 CD0177  ___________________________________________________________________
 CD0177* NAD 83(1986)-  31 03 53.     (N)    104 32 06.     (W)     SCALED    
 CD0177* NAVD 88     -      1215.645  (meters)    3988.33   (feet)  ADJUSTED  
 CD0177  ___________________________________________________________________
 CD0177  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 CD0177  DYNAMIC HT  -        1213.759 (meters)    3982.14  (feet)  COMP
 CD0177  MODELED GRAV-     979,047.0   (mgal)                       NAVD 88
 CD0177
 CD0177  VERT ORDER  -  FIRST     CLASS II
 CD0177
 CD0177.The horizontal coordinates were scaled from a topographic map and have
 CD0177.an estimated accuracy of +/- 6 seconds.
 CD0177
 CD0177.The orthometric height was determined by differential leveling
 CD0177.and adjusted by the National Geodetic Survey in June 1991..
 CD0177
 CD0177.The geoid height was determined by GEOID03.
 CD0177
 CD0177.The dynamic height is computed by dividing the NAVD 88
 CD0177.geopotential number by the normal gravity value computed on the
 CD0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0177.degrees latitude (g = 980.6199 gals.).
 CD0177
 CD0177.The modeled gravity was interpolated from observed gravity values.
 CD0177
 CD0177;                    North         East    Units  Estimated Accuracy
 CD0177;SPC TX C     - 3,162,550.      299,140.      MT  (+/- 180 meters Scaled)
 CD0177
 CD0177                          SUPERSEDED SURVEY CONTROL
 CD0177
 CD0177  NGVD 29 (??/??/92) 1215.158  (m)         3986.73   (f) ADJ UNCH    1 2
 CD0177
 CD0177.Superseded values are not recommended for survey control.
 CD0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0177.See file dsdata.txt to determine how the superseded data were derived.
 CD0177
 CD0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ443368(NAD 83)
 CD0177_MARKER: DB = BENCH MARK DISK
 CD0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0177_STAMPING: Q 1069 1956
 CD0177_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0177+STABILITY: SURFACE MOTION
 CD0177
 CD0177  HISTORY     - Date     Condition        Report By
 CD0177  HISTORY     - 1956     MONUMENTED       CGS
 CD0177  HISTORY     - 1981     GOOD             NGS
 CD0177
 CD0177                          STATION DESCRIPTION
 CD0177
 CD0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0177'1.35 MI E FROM PLATEAU.
 CD0177'1.35 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0177'FOREMANS HOUSE AT PLATEAU, 12 1/2 POLES EAST OF MILEPOST 718, 93.5
 CD0177'FEET SOUTH OF THE SOUTH RAIL, 55.5 FEET SOUTH OF A FENCE, 60 FEET
 CD0177'NORTH OF THE CENTER LINE OF AN OLD ROAD GRADE, 2.1 FEET WEST OF A
 CD0177'WITNESS POST, 10 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 CD0177'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0177
 CD0177                          STATION RECOVERY (1981)
 CD0177
 CD0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0177'28.7 KM (17.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0177'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.4 MI)
 CD0177'NORTH ALONG A TRACK ROAD, AND THENCE 0.1 KM (0.05 MI) WEST ALONG
 CD0177'A TRACK ROAD, 28.3 METERS (93.0 FT) SOUTH OF THE NEAR RAIL OF THE
 CD0177'MISSOURI PACIFIC RAILROAD, 18.6 METERS (61.0 FT) NORTH OF THE CENTER
 CD0177'OF THE ROAD, AND 13.9 METERS (45.5 FT) SOUTH OF A FENCE.
 CD0177'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CD0177'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0206 ***********************************************************************
 CD0206  DESIGNATION -  Q 1070
 CD0206  PID         -  CD0206
 CD0206  STATE/COUNTY-  TX/CULBERSON
 CD0206  USGS QUAD   -  VAN HORN (1979)
 CD0206
 CD0206                         *CURRENT SURVEY CONTROL
 CD0206  ___________________________________________________________________
 CD0206* NAD 83(1986)-  31 03 43.     (N)    104 47 11.     (W)     SCALED    
 CD0206* NAVD 88     -      1202.063  (meters)    3943.77   (feet)  ADJUSTED  
 CD0206  ___________________________________________________________________
 CD0206  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0206  DYNAMIC HT  -        1200.179 (meters)    3937.59  (feet)  COMP
 CD0206  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 CD0206
 CD0206  VERT ORDER  -  FIRST     CLASS II
 CD0206
 CD0206.This mark is at Culberson Co (VHN) Airport (VHN)
 CD0206
 CD0206.The horizontal coordinates were scaled from a topographic map and have
 CD0206.an estimated accuracy of +/- 6 seconds.
 CD0206
 CD0206.The orthometric height was determined by differential leveling
 CD0206.and adjusted by the National Geodetic Survey in June 1991..
 CD0206
 CD0206.The geoid height was determined by GEOID03.
 CD0206
 CD0206.The dynamic height is computed by dividing the NAVD 88
 CD0206.geopotential number by the normal gravity value computed on the
 CD0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0206.degrees latitude (g = 980.6199 gals.).
 CD0206
 CD0206.The modeled gravity was interpolated from observed gravity values.
 CD0206
 CD0206;                    North         East    Units  Estimated Accuracy
 CD0206;SPC TX C     - 3,163,180.      275,150.      MT  (+/- 180 meters Scaled)
 CD0206
 CD0206                          SUPERSEDED SURVEY CONTROL
 CD0206
 CD0206  NGVD 29 (??/??/92) 1201.580  (m)         3942.18   (f) ADJ UNCH    1 2
 CD0206
 CD0206.Superseded values are not recommended for survey control.
 CD0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0206.See file dsdata.txt to determine how the superseded data were derived.
 CD0206
 CD0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ203364(NAD 83)
 CD0206_MARKER: DB = BENCH MARK DISK
 CD0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0206_STAMPING: Q 1070 1956
 CD0206_PROJECTION: RECESSED 5 CENTIMETERS
 CD0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0206+STABILITY: SURFACE MOTION
 CD0206
 CD0206  HISTORY     - Date     Condition        Report By
 CD0206  HISTORY     - 1956     MONUMENTED       CGS
 CD0206  HISTORY     - 1981     GOOD             NGS
 CD0206  HISTORY     - 19970909 MARK NOT FOUND   USPSQD
 CD0206
 CD0206                          STATION DESCRIPTION
 CD0206
 CD0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0206'3.45 MI NE FROM VAN HORN.
 CD0206'0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0206'AT VAN HORN, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 54, THENCE 2.4
 CD0206'MILES NORTHEAST ALONG FARM ROAD 2185, THENCE 0.4 MILE EAST ALONG AN
 CD0206'OILED ROAD, 277 FEET WEST OF THE NORTHWEST CORNER OF THE
 CD0206'ADMINISTRATION BUILDING AT THE CULBERSON COUNTY AIRPORT, 41 FEET SOUTH
 CD0206'OF THE CENTER LINE OF AN OILED ROAD, 4.8 FEET SOUTHEAST OF THE
 CD0206'NORTHEAST LEG OF A STEEL BEACON TOWER, 1.4 FEET EAST OF THE EAST SIDE
 CD0206'OF THE TOWER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CD0206'FOOT ABOVE THE GROUND.
 CD0206
 CD0206                          STATION RECOVERY (1981)
 CD0206
 CD0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0206'IN VAN HORN, AT THE CULBERSON COUNTY AIRPORT BEACON, 12.5 METERS
 CD0206'(41.0 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 2.1 METERS (6.9 FT)
 CD0206'SOUTH OF A FENCE, 1.5 METERS (5.0 FT) NORTH-NORTHEAST OF THE
 CD0206'SOUTHEAST LEG OF THE BEACON, 1.5 METERS (4.9 FT) SOUTH-SOUTHEAST
 CD0206'OF THE NORTHEAST LEG OF THE BEACON, AND 0.5 METER (1.5 FT) EAST OF
 CD0206'THE EAST SIDE OF THE BEACON.
 CD0206'THE MARK IS 0.3 M BELOW THE ROAD.
 CD0206
 CD0206                          STATION RECOVERY (1997)
 CD0206
 CD0206'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0548 ***********************************************************************
 CD0548  DESIGNATION -  Q 1071
 CD0548  PID         -  CD0548
 CD0548  STATE/COUNTY-  TX/HUDSPETH
 CD0548  USGS QUAD   -  DOME PEAK (1964)
 CD0548
 CD0548                         *CURRENT SURVEY CONTROL
 CD0548  ___________________________________________________________________
 CD0548* NAD 83(1986)-  31 08 26.     (N)    105 14 18.     (W)     SCALED    
 CD0548* NAVD 88     -      1329.305  (meters)    4361.23   (feet)  ADJUSTED  
 CD0548  ___________________________________________________________________
 CD0548  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 CD0548  DYNAMIC HT  -        1327.194 (meters)    4354.30  (feet)  COMP
 CD0548  MODELED GRAV-     979,006.0   (mgal)                       NAVD 88
 CD0548
 CD0548  VERT ORDER  -  FIRST     CLASS II
 CD0548
 CD0548.The horizontal coordinates were scaled from a topographic map and have
 CD0548.an estimated accuracy of +/- 6 seconds.
 CD0548
 CD0548.The orthometric height was determined by differential leveling
 CD0548.and adjusted by the National Geodetic Survey in June 1991..
 CD0548
 CD0548.The geoid height was determined by GEOID03.
 CD0548
 CD0548.The dynamic height is computed by dividing the NAVD 88
 CD0548.geopotential number by the normal gravity value computed on the
 CD0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0548.degrees latitude (g = 980.6199 gals.).
 CD0548
 CD0548.The modeled gravity was interpolated from observed gravity values.
 CD0548
 CD0548;                    North         East    Units  Estimated Accuracy
 CD0548;SPC TX C     - 3,173,700.      232,450.      MT  (+/- 180 meters Scaled)
 CD0548
 CD0548                          SUPERSEDED SURVEY CONTROL
 CD0548
 CD0548  NGVD 29 (??/??/92) 1328.748  (m)         4359.40   (f) ADJ UNCH    1 2
 CD0548
 CD0548.Superseded values are not recommended for survey control.
 CD0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0548.See file dsdata.txt to determine how the superseded data were derived.
 CD0548
 CD0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ772452(NAD 83)
 CD0548_MARKER: DB = BENCH MARK DISK
 CD0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0548_STAMPING: Q 1071 1956
 CD0548_PROJECTION: PROJECTING 3 CENTIMETERS
 CD0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0548+STABILITY: SURFACE MOTION
 CD0548
 CD0548  HISTORY     - Date     Condition        Report By
 CD0548  HISTORY     - 1956     MONUMENTED       CGS
 CD0548  HISTORY     - 1981     GOOD             NGS
 CD0548
 CD0548                          STATION DESCRIPTION
 CD0548
 CD0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0548'6.9 MI W FROM EAGLE FLAT.
 CD0548'6.9 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0548'FOREMANS HOUSE AT EAGLE FLAT, 39 FEET SOUTH OF THE SOUTH RAIL, 28 FEET
 CD0548'EAST OF MILEPOST 761, 80 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 CD0548'80, 1.9 FEET SOUTH OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE
 CD0548'RAILS, 0.95 MILE EAST OF BENCH MARK R 1071, SET IN THE TOP OF A
 CD0548'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CD0548
 CD0548                          STATION RECOVERY (1981)
 CD0548
 CD0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0548'12.1 KM (7.5 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0548'FROM THE RAILROAD STATION IN SIERRA BLANCA, 24.4 METERS (80.0 FT)
 CD0548'NORTH-NORTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD, 22.9 METERS
 CD0548'(75.0 FT) SOUTH OF MILEPOST 761 AND 11.9 METERS (39.0 FT)
 CD0548'SOUTH-SOUTHWEST OF THE NEAR RAIL.
 CD0548'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0548'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0033 ***********************************************************************
 CE0033  DESIGNATION -  Q 1072
 CE0033  PID         -  CE0033
 CE0033  STATE/COUNTY-  TX/EL PASO
 CE0033  USGS QUAD   -  YSLETA (1994)
 CE0033
 CE0033                         *CURRENT SURVEY CONTROL
 CE0033  ___________________________________________________________________
 CE0033* NAD 83(1986)-  31 42 40.     (N)    106 20 19.     (W)     SCALED    
 CE0033* NAVD 88     -      1120.141  (meters)    3675.00   (feet)  POSTED    
 CE0033  ___________________________________________________________________
 CE0033  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0033  DYNAMIC HT  -        1118.440 (meters)    3669.42  (feet)  COMP
 CE0033  MODELED GRAV-     979,082.7   (mgal)                       NAVD 88
 CE0033
 CE0033  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CE0033
 CE0033.The horizontal coordinates were scaled from a topographic map and have
 CE0033.an estimated accuracy of +/- 6 seconds.
 CE0033
 CE0033.The orthometric height was determined by differential leveling
 CE0033.and adjusted by the National Geodetic Survey in 1992..
 CE0033.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CE0033.rate greater than 8.0 mm/km.
 CE0033
 CE0033.The geoid height was determined by GEOID03.
 CE0033
 CE0033.The dynamic height is computed by dividing the NAVD 88
 CE0033.geopotential number by the normal gravity value computed on the
 CE0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0033.degrees latitude (g = 980.6199 gals.).
 CE0033
 CE0033.The modeled gravity was interpolated from observed gravity values.
 CE0033
 CE0033;                    North         East    Units  Estimated Accuracy
 CE0033;SPC TX C     - 3,242,010.      131,070.      MT  (+/- 180 meters Scaled)
 CE0033
 CE0033                          SUPERSEDED SURVEY CONTROL
 CE0033
 CE0033  NGVD 29 (??/??/92) 1119.612  (m)         3673.26   (f) ADJ UNCH    1 2
 CE0033
 CE0033.Superseded values are not recommended for survey control.
 CE0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0033.See file dsdata.txt to determine how the superseded data were derived.
 CE0033
 CE0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR731091(NAD 83)
 CE0033_MARKER: DB = BENCH MARK DISK
 CE0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0033_STAMPING: Q 1072 1956
 CE0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0033+STABILITY: SURFACE MOTION
 CE0033
 CE0033  HISTORY     - Date     Condition        Report By
 CE0033  HISTORY     - 1956     MONUMENTED       CGS
 CE0033  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0033  HISTORY     - 19920429 MARK NOT FOUND   USGS
 CE0033
 CE0033                          STATION DESCRIPTION
 CE0033
 CE0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0033'1.3 MI NW FROM YSLETA.
 CE0033'1.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0033'STATION AT YSLETA, 68.4 FEET NORTHWEST OF MILEPOST 818, 46 FEET
 CE0033'SOUTHWEST OF THE CENTER LINE OF SAN JOSE ROAD, 28 FEET NORTHEAST OF
 CE0033'THE NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK, 2.8 FEET SOUTHWEST OF
 CE0033'A WITNESS POST, 14 RAILS SOUTHEAST OF THE CROSSING OF SMITH LANE, SET
 CE0033'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 CE0033'GROUND.
 CE0033
 CE0033                          STATION RECOVERY (1981)
 CE0033
 CE0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0033'MARK NOT FOUND.
 CE0033
 CE0033                          STATION RECOVERY (1992)
 CE0033
 CE0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0622 ***********************************************************************
 CD0622  DESIGNATION -  Q 1074
 CD0622  PID         -  CD0622
 CD0622  STATE/COUNTY-  TX/HUDSPETH
 CD0622  USGS QUAD   -  CAMPO GRANDE MOUNTAIN (1972)
 CD0622
 CD0622                         *CURRENT SURVEY CONTROL
 CD0622  ___________________________________________________________________
 CD0622* NAD 83(1986)-  31 15 31.     (N)    105 39 05.     (W)     SCALED    
 CD0622* NAVD 88     -      1201.374  (meters)    3941.51   (feet)  ADJUSTED  
 CD0622  ___________________________________________________________________
 CD0622  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CD0622  DYNAMIC HT  -        1199.487 (meters)    3935.32  (feet)  COMP
 CD0622  MODELED GRAV-     979,028.6   (mgal)                       NAVD 88
 CD0622
 CD0622  VERT ORDER  -  FIRST     CLASS II
 CD0622
 CD0622.The horizontal coordinates were scaled from a topographic map and have
 CD0622.an estimated accuracy of +/- 6 seconds.
 CD0622
 CD0622.The orthometric height was determined by differential leveling
 CD0622.and adjusted by the National Geodetic Survey in June 1991..
 CD0622
 CD0622.The geoid height was determined by GEOID03.
 CD0622
 CD0622.The dynamic height is computed by dividing the NAVD 88
 CD0622.geopotential number by the normal gravity value computed on the
 CD0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0622.degrees latitude (g = 980.6199 gals.).
 CD0622
 CD0622.The modeled gravity was interpolated from observed gravity values.
 CD0622
 CD0622;                    North         East    Units  Estimated Accuracy
 CD0622;SPC TX C     - 3,188,580.      193,730.      MT  (+/- 180 meters Scaled)
 CD0622
 CD0622                          SUPERSEDED SURVEY CONTROL
 CD0622
 CD0622  NGVD 29 (??/??/92) 1200.803  (m)         3939.63   (f) ADJ UNCH    1 2
 CD0622
 CD0622.Superseded values are not recommended for survey control.
 CD0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0622.See file dsdata.txt to determine how the superseded data were derived.
 CD0622
 CD0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ379584(NAD 83)
 CD0622_MARKER: DB = BENCH MARK DISK
 CD0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0622_STAMPING: Q 1074 1956
 CD0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0622+STABILITY: SURFACE MOTION
 CD0622
 CD0622  HISTORY     - Date     Condition        Report By
 CD0622  HISTORY     - 1956     MONUMENTED       CGS
 CD0622
 CD0622                          STATION DESCRIPTION
 CD0622
 CD0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0622'1.45 MI W FROM FINLAY.
 CD0622'1.45 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0622'SECTION FOREMANS HOUSE AT FINLAY, 124 FEET SOUTH OF THE SOUTH RAIL, 81
 CD0622'FEET SOUTHEAST OF MILEPOST 760, 54 FEET SOUTH OF THE CENTER LINE OF A
 CD0622'DIRT ROAD, 2.1 FEET SOUTHWEST OF A WITNESS POST, 15 FEET ABOVE THE TOP
 CD0622'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CD0622'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0853 ***********************************************************************
 AY0853  DESIGNATION -  Q 1075
 AY0853  PID         -  AY0853
 AY0853  STATE/COUNTY-  TX/MEDINA
 AY0853  USGS QUAD   -  GHOST HILL (1982)
 AY0853
 AY0853                         *CURRENT SURVEY CONTROL
 AY0853  ___________________________________________________________________
 AY0853* NAD 83(1986)-  29 06 31.     (N)    098 55 47.     (W)     SCALED    
 AY0853* NAVD 88     -       195.811  (meters)     642.42   (feet)  ADJUSTED  
 AY0853  ___________________________________________________________________
 AY0853  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AY0853  DYNAMIC HT  -         195.530 (meters)     641.50  (feet)  COMP
 AY0853  MODELED GRAV-     979,207.8   (mgal)                       NAVD 88
 AY0853
 AY0853  VERT ORDER  -  FIRST     CLASS II
 AY0853
 AY0853.The horizontal coordinates were scaled from a topographic map and have
 AY0853.an estimated accuracy of +/- 6 seconds.
 AY0853
 AY0853.The orthometric height was determined by differential leveling
 AY0853.and adjusted by the National Geodetic Survey in June 1991..
 AY0853
 AY0853.The geoid height was determined by GEOID03.
 AY0853
 AY0853.The dynamic height is computed by dividing the NAVD 88
 AY0853.geopotential number by the normal gravity value computed on the
 AY0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0853.degrees latitude (g = 980.6199 gals.).
 AY0853
 AY0853.The modeled gravity was interpolated from observed gravity values.
 AY0853
 AY0853;                    North         East    Units  Estimated Accuracy
 AY0853;SPC TXSC     - 4,141,340.      606,840.      MT  (+/- 180 meters Scaled)
 AY0853
 AY0853                          SUPERSEDED SURVEY CONTROL
 AY0853
 AY0853  NGVD 29 (??/??/92)  195.695  (m)          642.04   (f) ADJ UNCH    1 2
 AY0853
 AY0853.Superseded values are not recommended for survey control.
 AY0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0853.See file dsdata.txt to determine how the superseded data were derived.
 AY0853
 AY0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT068200(NAD 83)
 AY0853_MARKER: DB = BENCH MARK DISK
 AY0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0853_STAMPING: Q 1075 1956
 AY0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0853+STABILITY: SURFACE MOTION
 AY0853
 AY0853  HISTORY     - Date     Condition        Report By
 AY0853  HISTORY     - 1956     MONUMENTED       CGS
 AY0853  HISTORY     - 1987     GOOD             USPSQD
 AY0853  HISTORY     - 19950728 GOOD             USPSQD
 AY0853  HISTORY     - 19970917 GOOD             USPSQD
 AY0853  HISTORY     - 20020129 GOOD             USPSQD
 AY0853
 AY0853                          STATION DESCRIPTION
 AY0853
 AY0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0853'2.65 MI SW FROM DEVINE.
 AY0853'2.65 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0853'RAILROAD FROM THE STATION AT DEVINE, AT A PRIVATE ROAD CROSSING, 42.6
 AY0853'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 30 FEET NORTHEAST OF THE CENTER
 AY0853'LINE OF A PRIVATE ROAD, 6.7 FEET SOUTHEAST OF THE 3RD POLE NORTHEAST
 AY0853'OF MILEPOST 294, 2.8 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A
 AY0853'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AY0853'FOOT ABOVE THE GROUND.
 AY0853
 AY0853                          STATION RECOVERY (1987)
 AY0853
 AY0853'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY0853'RECOVERED IN GOOD CONDITION.
 AY0853
 AY0853                          STATION RECOVERY (1995)
 AY0853
 AY0853'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0853'RECOVERED IN GOOD CONDITION.
 AY0853
 AY0853                          STATION RECOVERY (1997)
 AY0853
 AY0853'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0853'RECOVERED IN GOOD CONDITION.
 AY0853
 AY0853                          STATION RECOVERY (2002)
 AY0853
 AY0853'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0188 ***********************************************************************
 AO0188  DESIGNATION -  Q 1076
 AO0188  PID         -  AO0188
 AO0188  STATE/COUNTY-  TX/FRIO
 AO0188  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0188
 AO0188                         *CURRENT SURVEY CONTROL
 AO0188  ___________________________________________________________________
 AO0188* NAD 83(1986)-  28 48 16.     (N)    099 07 20.     (W)     SCALED    
 AO0188* NAVD 88     -       166.293  (meters)     545.58   (feet)  ADJUSTED  
 AO0188  ___________________________________________________________________
 AO0188  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AO0188  DYNAMIC HT  -         166.049 (meters)     544.78  (feet)  COMP
 AO0188  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AO0188
 AO0188  VERT ORDER  -  FIRST     CLASS II
 AO0188
 AO0188.The horizontal coordinates were scaled from a topographic map and have
 AO0188.an estimated accuracy of +/- 6 seconds.
 AO0188
 AO0188.The orthometric height was determined by differential leveling
 AO0188.and adjusted by the National Geodetic Survey in June 1991..
 AO0188
 AO0188.The geoid height was determined by GEOID03.
 AO0188
 AO0188.The dynamic height is computed by dividing the NAVD 88
 AO0188.geopotential number by the normal gravity value computed on the
 AO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0188.degrees latitude (g = 980.6199 gals.).
 AO0188
 AO0188.The modeled gravity was interpolated from observed gravity values.
 AO0188
 AO0188;                    North         East    Units  Estimated Accuracy
 AO0188;SPC TXSC     - 4,107,630.      588,070.      MT  (+/- 180 meters Scaled)
 AO0188
 AO0188                          SUPERSEDED SURVEY CONTROL
 AO0188
 AO0188  NGVD 29 (??/??/92)  166.170  (m)          545.18   (f) ADJ UNCH    1 2
 AO0188
 AO0188.Superseded values are not recommended for survey control.
 AO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0188.See file dsdata.txt to determine how the superseded data were derived.
 AO0188
 AO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS880863(NAD 83)
 AO0188_MARKER: DB = BENCH MARK DISK
 AO0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0188_STAMPING: Q 1076 1956
 AO0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0188+STABILITY: SURFACE MOTION
 AO0188
 AO0188  HISTORY     - Date     Condition        Report By
 AO0188  HISTORY     - 1956     MONUMENTED       CGS
 AO0188  HISTORY     - 19960806 POOR             USPSQD
 AO0188  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AO0188  HISTORY     - 20030524 MARK NOT FOUND   USPSQD
 AO0188
 AO0188                          STATION DESCRIPTION
 AO0188
 AO0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0188'6.2 MI S FROM PEARSALL.
 AO0188'6.2 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0188'FROM THE STATION AT PEARSALL, 103 FEET SOUTH OF THE CENTER LINE OF A
 AO0188'PRIVATE DRIVEWAY, 74 FEET WEST OF MILEPOST 319, 34 FEET WEST OF THE
 AO0188'WEST RAIL, 12.6 FEET SOUTH OF A FENCE CORNER, 2.4 FEET EAST OF A
 AO0188'FENCE, 1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AO0188'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0188
 AO0188                          STATION RECOVERY (1996)
 AO0188
 AO0188'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0188'MARK RECOVERED IN POOR CONDITION.
 AO0188
 AO0188                          STATION RECOVERY (1998)
 AO0188
 AO0188'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0188'MARK NOT FOUND.
 AO0188
 AO0188                          STATION RECOVERY (2003)
 AO0188
 AO0188'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0246 ***********************************************************************
 AO0246  DESIGNATION -  Q 1077
 AO0246  PID         -  AO0246
 AO0246  STATE/COUNTY-  TX/LA SALLE
 AO0246  USGS QUAD   -  COTULLA (1974)
 AO0246
 AO0246                         *CURRENT SURVEY CONTROL
 AO0246  ___________________________________________________________________
 AO0246* NAD 83(1986)-  28 29 24.     (N)    099 13 23.     (W)     SCALED    
 AO0246* NAVD 88     -       148.652  (meters)     487.70   (feet)  ADJUSTED  
 AO0246  ___________________________________________________________________
 AO0246  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AO0246  DYNAMIC HT  -         148.429 (meters)     486.97  (feet)  COMP
 AO0246  MODELED GRAV-     979,142.6   (mgal)                       NAVD 88
 AO0246
 AO0246  VERT ORDER  -  FIRST     CLASS II
 AO0246
 AO0246.The horizontal coordinates were scaled from a topographic map and have
 AO0246.an estimated accuracy of +/- 6 seconds.
 AO0246
 AO0246.The orthometric height was determined by differential leveling
 AO0246.and adjusted by the National Geodetic Survey in June 1991..
 AO0246.WARNING-Repeat measurements at this control monument indicate possible
 AO0246.vertical movement.
 AO0246
 AO0246.The geoid height was determined by GEOID03.
 AO0246
 AO0246.The dynamic height is computed by dividing the NAVD 88
 AO0246.geopotential number by the normal gravity value computed on the
 AO0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0246.degrees latitude (g = 980.6199 gals.).
 AO0246
 AO0246.The modeled gravity was interpolated from observed gravity values.
 AO0246
 AO0246;                    North         East    Units  Estimated Accuracy
 AO0246;SPC TXSC     - 4,072,800.      578,160.      MT  (+/- 180 meters Scaled)
 AO0246
 AO0246                          SUPERSEDED SURVEY CONTROL
 AO0246
 AO0246  NGVD 29 (??/??/92)  148.528  (m)          487.30   (f) ADJ UNCH    1 2
 AO0246
 AO0246.Superseded values are not recommended for survey control.
 AO0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0246.See file dsdata.txt to determine how the superseded data were derived.
 AO0246
 AO0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS781515(NAD 83)
 AO0246_MARKER: DB = BENCH MARK DISK
 AO0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0246_SP_SET: CULVERT
 AO0246_STAMPING: Q 1077 1956
 AO0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0246
 AO0246  HISTORY     - Date     Condition        Report By
 AO0246  HISTORY     - 1956     MONUMENTED       CGS
 AO0246  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0246  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AO0246  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0246
 AO0246                          STATION DESCRIPTION
 AO0246
 AO0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0246'2.0 MI S FROM GARDENDALE.
 AO0246'2.0 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0246'FROM THE STATION AT GARDENDALE, 83 FEET WEST OF THE WEST RAIL, 81.5
 AO0246'FEET WEST OF THE WEST SIDE OF TRESTLE 341.5, 15 FEET EAST OF THE
 AO0246'CENTER LINE OF U.S. HIGHWAY 81, SET IN THE TOP OF THE NORTH END OF THE
 AO0246'EAST HEADWALL OF A 2 CHANNEL CONCRETE CULVERT.
 AO0246
 AO0246                          STATION RECOVERY (1974)
 AO0246
 AO0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0246'MARK NOT FOUND.
 AO0246
 AO0246                          STATION RECOVERY (1988)
 AO0246
 AO0246'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0246'MARK NOT FOUND.
 AO0246
 AO0246                          STATION RECOVERY (1997)
 AO0246
 AO0246'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0707 ***********************************************************************
 AJ0707  DESIGNATION -  Q 1079
 AJ0707  PID         -  AJ0707
 AJ0707  STATE/COUNTY-  TX/WEBB
 AJ0707  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0707
 AJ0707                         *CURRENT SURVEY CONTROL
 AJ0707  ___________________________________________________________________
 AJ0707* NAD 83(1986)-  27 54 29.     (N)    099 23 39.     (W)     SCALED    
 AJ0707* NAVD 88     -       177.173  (meters)     581.28   (feet)  ADJUSTED  
 AJ0707  ___________________________________________________________________
 AJ0707  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AJ0707  DYNAMIC HT  -         176.897 (meters)     580.37  (feet)  COMP
 AJ0707  MODELED GRAV-     979,087.4   (mgal)                       NAVD 88
 AJ0707
 AJ0707  VERT ORDER  -  FIRST     CLASS II
 AJ0707
 AJ0707.The horizontal coordinates were scaled from a topographic map and have
 AJ0707.an estimated accuracy of +/- 6 seconds.
 AJ0707
 AJ0707.The orthometric height was determined by differential leveling
 AJ0707.and adjusted by the National Geodetic Survey in June 1991..
 AJ0707
 AJ0707.The geoid height was determined by GEOID03.
 AJ0707
 AJ0707.The dynamic height is computed by dividing the NAVD 88
 AJ0707.geopotential number by the normal gravity value computed on the
 AJ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0707.degrees latitude (g = 980.6199 gals.).
 AJ0707
 AJ0707.The modeled gravity was interpolated from observed gravity values.
 AJ0707
 AJ0707;                    North         East    Units  Estimated Accuracy
 AJ0707;SPC TX S     - 5,248,650.      211,970.      MT  (+/- 180 meters Scaled)
 AJ0707
 AJ0707                          SUPERSEDED SURVEY CONTROL
 AJ0707
 AJ0707  NGVD 29 (??/??/92)  177.052  (m)          580.88   (f) ADJ UNCH    1 2
 AJ0707
 AJ0707.Superseded values are not recommended for survey control.
 AJ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0707.See file dsdata.txt to determine how the superseded data were derived.
 AJ0707
 AJ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR612870(NAD 83)
 AJ0707_MARKER: DB = BENCH MARK DISK
 AJ0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0707_STAMPING: Q 1079 1957
 AJ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0707+STABILITY: SURFACE MOTION
 AJ0707
 AJ0707  HISTORY     - Date     Condition        Report By
 AJ0707  HISTORY     - 1957     MONUMENTED       CGS
 AJ0707  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0707
 AJ0707                          STATION DESCRIPTION
 AJ0707
 AJ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0707'8.25 MI N FROM WEBB.
 AJ0707'8.25 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0707'FROM THE SECTION FOREMANS HOUSE AT WEBB, 0.5 MILE NORTH OF THE
 AJ0707'SCHOOLHOUSE AT CACTUS, 51 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 AJ0707'81, 34.6 FEET EAST OF THE EAST RAIL, 26 FEET SOUTH OF THE 5TH POLE
 AJ0707'SOUTH OF MILEPOST 383, IN LINE WITH A ROW OF TELEPHONE POLES, 1.8 FEET
 AJ0707'WEST OF A WITNESS POST, 1.15 MILES SOUTH OF BENCH MARK P 1079, SET IN
 AJ0707'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AJ0707
 AJ0707                          STATION RECOVERY (1975)
 AJ0707
 AJ0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0027 ***********************************************************************
 BP0027  DESIGNATION -  Q 108
 BP0027  PID         -  BP0027
 BP0027  STATE/COUNTY-  TX/PECOS
 BP0027  USGS QUAD   -  BIG CANYON RANCH NW (1969)
 BP0027
 BP0027                         *CURRENT SURVEY CONTROL
 BP0027  ___________________________________________________________________
 BP0027* NAD 83(1986)-  30 22 50.     (N)    102 26 41.     (W)     SCALED    
 BP0027* NAVD 88     -       966.841  (meters)    3172.04   (feet)  ADJUSTED  
 BP0027  ___________________________________________________________________
 BP0027  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 BP0027  DYNAMIC HT  -         965.336 (meters)    3167.11  (feet)  COMP
 BP0027  MODELED GRAV-     979,052.5   (mgal)                       NAVD 88
 BP0027
 BP0027  VERT ORDER  -  FIRST     CLASS II
 BP0027
 BP0027.The horizontal coordinates were scaled from a topographic map and have
 BP0027.an estimated accuracy of +/- 6 seconds.
 BP0027
 BP0027.The orthometric height was determined by differential leveling
 BP0027.and adjusted by the National Geodetic Survey in June 1991..
 BP0027
 BP0027.The geoid height was determined by GEOID03.
 BP0027
 BP0027.The dynamic height is computed by dividing the NAVD 88
 BP0027.geopotential number by the normal gravity value computed on the
 BP0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0027.degrees latitude (g = 980.6199 gals.).
 BP0027
 BP0027.The modeled gravity was interpolated from observed gravity values.
 BP0027
 BP0027;                    North         East    Units  Estimated Accuracy
 BP0027;SPC TX C     - 3,081,070.      497,090.      MT  (+/- 180 meters Scaled)
 BP0027
 BP0027                          SUPERSEDED SURVEY CONTROL
 BP0027
 BP0027  NGVD 29 (??/??/92)  966.570  (m)         3171.16   (f) ADJ UNCH    1 2
 BP0027
 BP0027.Superseded values are not recommended for survey control.
 BP0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0027.See file dsdata.txt to determine how the superseded data were derived.
 BP0027
 BP0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP455637(NAD 83)
 BP0027_MARKER: DB = BENCH MARK DISK
 BP0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0027_STAMPING: Q 108 1933 3171.257
 BP0027_MARK LOGO: CGS   
 BP0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0027+STABILITY: SURFACE MOTION
 BP0027
 BP0027  HISTORY     - Date     Condition        Report By
 BP0027  HISTORY     - 1933     MONUMENTED       CGS
 BP0027  HISTORY     - 1958     GOOD             NGS
 BP0027  HISTORY     - 1981     GOOD             NGS
 BP0027
 BP0027                          STATION DESCRIPTION
 BP0027
 BP0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0027'18.0 MI N FROM SANDERSON.
 BP0027'ABOUT 18.0 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE JUNCTION WITH
 BP0027'U. S. HIGHWAY 90 AT SANDERSON, 46 FEET EAST OF THE CENTER LINE OF THE
 BP0027'HIGHWAY, 28 1/2 FEET NORTHEAST OF A CURVE SIGN, 13 FEET WEST OF THE
 BP0027'RIGHT OF WAY FENCE, 6 INCHES EAST OF A WHITE WOODEN WITNESS POST, AND
 BP0027'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BP0027
 BP0027                          STATION RECOVERY (1981)
 BP0027
 BP0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1081 ***********************************************************************
 AE1081  DESIGNATION -  Q 1080
 AE1081  PID         -  AE1081
 AE1081  STATE/COUNTY-  TX/ZAPATA
 AE1081  USGS QUAD   -  BECKWITH ARM (1980)
 AE1081
 AE1081                         *CURRENT SURVEY CONTROL
 AE1081  ___________________________________________________________________
 AE1081* NAD 83(1986)-  26 44 41.     (N)    099 12 07.     (W)     SCALED    
 AE1081* NAVD 88     -        89.492  (meters)     293.61   (feet)  ADJUSTED  
 AE1081  ___________________________________________________________________
 AE1081  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1081  DYNAMIC HT  -          89.347 (meters)     293.13  (feet)  COMP
 AE1081  MODELED GRAV-     979,028.2   (mgal)                       NAVD 88
 AE1081
 AE1081  VERT ORDER  -  FIRST     CLASS II
 AE1081
 AE1081.The horizontal coordinates were scaled from a topographic map and have
 AE1081.an estimated accuracy of +/- 6 seconds.
 AE1081
 AE1081.The orthometric height was determined by differential leveling
 AE1081.and adjusted by the National Geodetic Survey in June 1991..
 AE1081
 AE1081.The geoid height was determined by GEOID03.
 AE1081
 AE1081.The dynamic height is computed by dividing the NAVD 88
 AE1081.geopotential number by the normal gravity value computed on the
 AE1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1081.degrees latitude (g = 980.6199 gals.).
 AE1081
 AE1081.The modeled gravity was interpolated from observed gravity values.
 AE1081
 AE1081;                    North         East    Units  Estimated Accuracy
 AE1081;SPC TX S     - 5,119,630.      230,180.      MT  (+/- 180 meters Scaled)
 AE1081
 AE1081                          SUPERSEDED SURVEY CONTROL
 AE1081
 AE1081  NGVD 29 (??/??/92)   89.535  (m)          293.75   (f) ADJ UNCH    1 2
 AE1081
 AE1081.Superseded values are not recommended for survey control.
 AE1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1081.See file dsdata.txt to determine how the superseded data were derived.
 AE1081
 AE1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ799581(NAD 83)
 AE1081_MARKER: DB = BENCH MARK DISK
 AE1081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1081_SP_SET: CULVERT
 AE1081_STAMPING: Q 1080 1956
 AE1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1081
 AE1081  HISTORY     - Date     Condition        Report By
 AE1081  HISTORY     - 1956     MONUMENTED       CGS
 AE1081
 AE1081                          STATION DESCRIPTION
 AE1081
 AE1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1081'15.3 MI SE FROM ZAPATA.
 AE1081'ABOUT 3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1081'ZAPATA, THENCE 11.9 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 150
 AE1081'FEET SOUTHEAST OF A FENCE WHICH IS ACROSS THE OLD HIGHWAY, 35 FEET
 AE1081'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 3 FEET BELOW THE
 AE1081'LEVEL OF THE OLD HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 AE1081'NORTHEAST HEADWALL OF A 20 INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0769 ***********************************************************************
 AJ0769  DESIGNATION -  Q 1081
 AJ0769  PID         -  AJ0769
 AJ0769  STATE/COUNTY-  TX/WEBB
 AJ0769  USGS QUAD   -  LAREDO EAST (1980)
 AJ0769
 AJ0769                         *CURRENT SURVEY CONTROL
 AJ0769  ___________________________________________________________________
 AJ0769* NAD 83(1986)-  27 32 25.     (N)    099 28 22.     (W)     SCALED    
 AJ0769* NAVD 88     -       145.194  (meters)     476.36   (feet)  ADJUSTED  
 AJ0769  ___________________________________________________________________
 AJ0769  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AJ0769  DYNAMIC HT  -         144.965 (meters)     475.61  (feet)  COMP
 AJ0769  MODELED GRAV-     979,066.4   (mgal)                       NAVD 88
 AJ0769
 AJ0769  VERT ORDER  -  FIRST     CLASS II
 AJ0769
 AJ0769.This mark is at Laredo Intl (LRD) Airport (LRD)
 AJ0769
 AJ0769.The horizontal coordinates were scaled from a topographic map and have
 AJ0769.an estimated accuracy of +/- 6 seconds.
 AJ0769
 AJ0769.The orthometric height was determined by differential leveling
 AJ0769.and adjusted by the National Geodetic Survey in June 1991..
 AJ0769
 AJ0769.The geoid height was determined by GEOID03.
 AJ0769
 AJ0769.The dynamic height is computed by dividing the NAVD 88
 AJ0769.geopotential number by the normal gravity value computed on the
 AJ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0769.degrees latitude (g = 980.6199 gals.).
 AJ0769
 AJ0769.The modeled gravity was interpolated from observed gravity values.
 AJ0769
 AJ0769;                    North         East    Units  Estimated Accuracy
 AJ0769;SPC TX S     - 5,207,950.      203,920.      MT  (+/- 180 meters Scaled)
 AJ0769
 AJ0769                          SUPERSEDED SURVEY CONTROL
 AJ0769
 AJ0769  NGVD 29 (??/??/92)  145.246  (m)          476.53   (f) ADJ UNCH    1 2
 AJ0769
 AJ0769.Superseded values are not recommended for survey control.
 AJ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0769.See file dsdata.txt to determine how the superseded data were derived.
 AJ0769
 AJ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR533463(NAD 83)
 AJ0769_MARKER: DB = BENCH MARK DISK
 AJ0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0769_SP_SET: FLAGPOLE BASE
 AJ0769_STAMPING: Q 1081 1957
 AJ0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ0769+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 AJ0769
 AJ0769  HISTORY     - Date     Condition        Report By
 AJ0769  HISTORY     - 1957     MONUMENTED       CGS
 AJ0769  HISTORY     - 20060203 GOOD             NGS
 AJ0769
 AJ0769                          STATION DESCRIPTION
 AJ0769
 AJ0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0769'4.25 MI NE FROM LAREDO.
 AJ0769'0.2 MILE EAST ALONG THE TEXAS AND MEXICAN RAILROAD FROM THE STATION AT
 AJ0769'LAREDO, THENCE 1.5 MILES NORTH ALONG SAN BERNARDO AVENUE (U.S.
 AJ0769'HIGHWAYS 81 AND 83), THENCE 1.2 MILES EAST ALONG SAUNDERS STREET,
 AJ0769'THENCE 0.7 MILE NORTH ALONG AN OILED ROAD, THENCE 0.65 MILE EAST ALONG
 AJ0769'AN ACCESS ROAD OF THE LAREDO AIR FORCE BASE, 42 FEET SOUTH OF THE
 AJ0769'NORTHEAST CORNER OF THE HEADQUARTERS BUILDING T - 1, SET IN THE TOP OF
 AJ0769'THE SOUTH SIDE OF A CONCRETE FLAGPOLE BASE, 0.2 FOOT ABOVE THE GROUND.
 AJ0769
 AJ0769                          STATION RECOVERY (2006)
 AJ0769
 AJ0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DMM)
 AJ0769'STATION IS LOCATED IN THE NORTH SECTION OF THE CITY OF LAREDO.  IT IS
 AJ0769'ABOUT 0.2 MILES WEST OF THE CONTROL TOWER FOR LARDEO INTERNATIONAL
 AJ0769'AIRPORT IN A COMMERCIAL DISTRICT.
 AJ0769' 
 AJ0769'TO REACH FROM THE INTERSECTION OF US 59 AND HIGHWAY 20 LOOP PROCEED
 AJ0769'WEST ON US 59 FOR 1.7 MI TO BARTLETT RD.  TURN NORTH ON BARTLETT RD
 AJ0769'DRIVE 0.7 MI TO EAST CARLTON.  TURN EAST ON E CARLTON DRIVE 0.1 MILES
 AJ0769'TO THE INTERSECTION WITH DAUGHERTY AVE.  STATION IS ADJACENT TO THE
 AJ0769'BASE OF AN ABANDONED FLAGPOLE IN THE NW QUADRANT OF THE INTERSECTION.
 AJ0769' 
 AJ0769' 
 AJ0769'IT IS 13.4 METERS NORTH OF THE NORTH CURB OF E CARLTON RD AND 9.8
 AJ0769'METERS WEST OF THE WEST CURB OF DAUGHERTY AVE.
 AJ0769' 
 AJ0769'A POSITION FOR THE MONUMENT WAS OBTAINED USING A WAAS-ENABLED GPS
 AJ0769'RECEIVER.  IT IS N 27D 32M 24.0S W 099D 28M 22.4S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0844 ***********************************************************************
 AJ0844  DESIGNATION -  Q 1082
 AJ0844  PID         -  AJ0844
 AJ0844  STATE/COUNTY-  TX/WEBB
 AJ0844  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0844
 AJ0844                         *CURRENT SURVEY CONTROL
 AJ0844  ___________________________________________________________________
 AJ0844* NAD 83(1986)-  27 19 44.     (N)    099 26 27.     (W)     SCALED    
 AJ0844* NAVD 88     -       138.712  (meters)     455.09   (feet)  ADJUSTED  
 AJ0844  ___________________________________________________________________
 AJ0844  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AJ0844  DYNAMIC HT  -         138.491 (meters)     454.37  (feet)  COMP
 AJ0844  MODELED GRAV-     979,052.1   (mgal)                       NAVD 88
 AJ0844
 AJ0844  VERT ORDER  -  FIRST     CLASS II
 AJ0844
 AJ0844.The horizontal coordinates were scaled from a topographic map and have
 AJ0844.an estimated accuracy of +/- 6 seconds.
 AJ0844
 AJ0844.The orthometric height was determined by differential leveling
 AJ0844.and adjusted by the National Geodetic Survey in June 1991..
 AJ0844
 AJ0844.The geoid height was determined by GEOID03.
 AJ0844
 AJ0844.The dynamic height is computed by dividing the NAVD 88
 AJ0844.geopotential number by the normal gravity value computed on the
 AJ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0844.degrees latitude (g = 980.6199 gals.).
 AJ0844
 AJ0844.The modeled gravity was interpolated from observed gravity values.
 AJ0844
 AJ0844;                    North         East    Units  Estimated Accuracy
 AJ0844;SPC TX S     - 5,184,510.      206,900.      MT  (+/- 180 meters Scaled)
 AJ0844
 AJ0844                          SUPERSEDED SURVEY CONTROL
 AJ0844
 AJ0844  NGVD 29 (??/??/92)  138.757  (m)          455.24   (f) ADJ UNCH    1 2
 AJ0844
 AJ0844.Superseded values are not recommended for survey control.
 AJ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0844.See file dsdata.txt to determine how the superseded data were derived.
 AJ0844
 AJ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR563229(NAD 83)
 AJ0844_MARKER: DB = BENCH MARK DISK
 AJ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0844_STAMPING: Q 1082 1957
 AJ0844_MARK LOGO: NGS   
 AJ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0844+STABILITY: SURFACE MOTION
 AJ0844
 AJ0844  HISTORY     - Date     Condition        Report By
 AJ0844  HISTORY     - 1957     MONUMENTED       CGS
 AJ0844  HISTORY     - 1975     GOOD             NGS
 AJ0844  HISTORY     - 1981     GOOD             NGS
 AJ0844
 AJ0844                          STATION DESCRIPTION
 AJ0844
 AJ0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0844'15.7 MI S FROM LAREDO.
 AJ0844'2.8 MILES SOUTHEAST ALONG THE TEXAS AND MEXICAN RAILROAD FROM THE
 AJ0844'STATION AT LAREDO, THENCE 12.9 MILES SOUTH ALONG U.S. HIGHWAY 83, 300
 AJ0844'FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 48 FEET EAST OF
 AJ0844'THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF TELEPHONE POLE 3155,
 AJ0844'1.5 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE
 AJ0844'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AJ0844
 AJ0844                          STATION RECOVERY (1975)
 AJ0844
 AJ0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AJ0844'RECOVERED IN GOOD CONDITION.
 AJ0844
 AJ0844                          STATION RECOVERY (1981)
 AJ0844
 AJ0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0844'RECOVERED THIS DATE, NOTE, 20.6 KM (12.8 MI) SOUTH ALONG U.S.
 AJ0844'HIGHWAY 83 FROM THE TEXAS MEXICO RAILROAD OVERPASS BRIDGE, IN LAREDO.
 AJ0844'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0722 ***********************************************************************
 AJ0722  DESIGNATION -  Q 1083
 AJ0722  PID         -  AJ0722
 AJ0722  STATE/COUNTY-  TX/WEBB
 AJ0722  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0722
 AJ0722                         *CURRENT SURVEY CONTROL
 AJ0722  ___________________________________________________________________
 AJ0722* NAD 83(1986)-  27 46 43.     (N)    099 25 35.     (W)     SCALED    
 AJ0722* NAVD 88     -       194.332  (meters)     637.57   (feet)  ADJUSTED  
 AJ0722  ___________________________________________________________________
 AJ0722  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AJ0722  DYNAMIC HT  -         194.027 (meters)     636.57  (feet)  COMP
 AJ0722  MODELED GRAV-     979,074.7   (mgal)                       NAVD 88
 AJ0722
 AJ0722  VERT ORDER  -  FIRST     CLASS II
 AJ0722
 AJ0722.The horizontal coordinates were scaled from a topographic map and have
 AJ0722.an estimated accuracy of +/- 6 seconds.
 AJ0722
 AJ0722.The orthometric height was determined by differential leveling
 AJ0722.and adjusted by the National Geodetic Survey in June 1991..
 AJ0722
 AJ0722.The geoid height was determined by GEOID03.
 AJ0722
 AJ0722.The dynamic height is computed by dividing the NAVD 88
 AJ0722.geopotential number by the normal gravity value computed on the
 AJ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0722.degrees latitude (g = 980.6199 gals.).
 AJ0722
 AJ0722.The modeled gravity was interpolated from observed gravity values.
 AJ0722
 AJ0722;                    North         East    Units  Estimated Accuracy
 AJ0722;SPC TX S     - 5,234,330.      208,700.      MT  (+/- 180 meters Scaled)
 AJ0722
 AJ0722                          SUPERSEDED SURVEY CONTROL
 AJ0722
 AJ0722  NGVD 29 (??/??/92)  194.216  (m)          637.19   (f) ADJ UNCH    1 2
 AJ0722
 AJ0722.Superseded values are not recommended for survey control.
 AJ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0722.See file dsdata.txt to determine how the superseded data were derived.
 AJ0722
 AJ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR579727(NAD 83)
 AJ0722_MARKER: DB = BENCH MARK DISK
 AJ0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0722_STAMPING: Q 1083 1957
 AJ0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0722+STABILITY: SURFACE MOTION
 AJ0722
 AJ0722  HISTORY     - Date     Condition        Report By
 AJ0722  HISTORY     - 1957     MONUMENTED       CGS
 AJ0722  HISTORY     - 1977     GOOD             USGS
 AJ0722  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0722
 AJ0722                          STATION DESCRIPTION
 AJ0722
 AJ0722'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0722'2.05 MI N FROM WEBB.
 AJ0722'1.7 MILES NORTH ALONG INTERSTATE HWY 35 FROM THE OVERPASS AT THE
 AJ0722'JUNCTION WITH U.S. HWY 83.  0.35 MILES NORTH OF HWY MILEPOST 20, 90
 AJ0722'FEET WEST OF THE SOUTHBOUND LANE OF 135, 51 FEET EAST OF THE
 AJ0722'CENTERLINE OF THE MISSOURI PACIFIC RR, 3 FEET WEST OF A WITNESS POST,
 AJ0722'A STANDARD USC AND GS TABLET STAMPED Q1083 1957 SET IN THE TOP OF A
 AJ0722'CONCRETE POST PROJECTING 0.4 FEET.
 AJ0722
 AJ0722                          STATION RECOVERY (2002)
 AJ0722
 AJ0722'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1032 ***********************************************************************
 AJ1032  DESIGNATION -  Q 1084
 AJ1032  PID         -  AJ1032
 AJ1032  STATE/COUNTY-  TX/WEBB
 AJ1032  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1032
 AJ1032                         *CURRENT SURVEY CONTROL
 AJ1032  ___________________________________________________________________
 AJ1032* NAD 83(1986)-  27 58 13.     (N)    099 31 19.     (W)     SCALED    
 AJ1032* NAVD 88     -       246.602  (meters)     809.06   (feet)  POSTED    
 AJ1032  ___________________________________________________________________
 AJ1032  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AJ1032  DYNAMIC HT  -         246.220 (meters)     807.81  (feet)  COMP
 AJ1032  MODELED GRAV-     979,088.1   (mgal)                       NAVD 88
 AJ1032
 AJ1032  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ1032
 AJ1032.The horizontal coordinates were scaled from a topographic map and have
 AJ1032.an estimated accuracy of +/- 6 seconds.
 AJ1032
 AJ1032.The orthometric height was determined by differential leveling
 AJ1032.and adjusted by the National Geodetic Survey in 1992..
 AJ1032.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ1032.rate of 1.1 thru 2.0 mm/km.
 AJ1032
 AJ1032.The geoid height was determined by GEOID03.
 AJ1032
 AJ1032.The dynamic height is computed by dividing the NAVD 88
 AJ1032.geopotential number by the normal gravity value computed on the
 AJ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1032.degrees latitude (g = 980.6199 gals.).
 AJ1032
 AJ1032.The modeled gravity was interpolated from observed gravity values.
 AJ1032
 AJ1032;                    North         East    Units  Estimated Accuracy
 AJ1032;SPC TX S     - 5,255,640.      199,450.      MT  (+/- 180 meters Scaled)
 AJ1032
 AJ1032                          SUPERSEDED SURVEY CONTROL
 AJ1032
 AJ1032  NGVD 29 (??/??/92)  246.610  (m)          809.09   (f) ADJ UNCH    1 2
 AJ1032
 AJ1032.Superseded values are not recommended for survey control.
 AJ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1032.See file dsdata.txt to determine how the superseded data were derived.
 AJ1032
 AJ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR486940(NAD 83)
 AJ1032_MARKER: DB = BENCH MARK DISK
 AJ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1032_STAMPING: Q 1084 1957
 AJ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1032+STABILITY: SURFACE MOTION
 AJ1032
 AJ1032  HISTORY     - Date     Condition        Report By
 AJ1032  HISTORY     - 1957     MONUMENTED       CGS
 AJ1032  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ1032  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ1032
 AJ1032                          STATION DESCRIPTION
 AJ1032
 AJ1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ1032'15.2 MI NW FROM WEBB.
 AJ1032'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1032'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ1032'GRADED DIRT ROAD, THENCE 12.2 MILES NORTHWEST ALONG U.S. HIGHWAY 83,
 AJ1032'AT THE TOP OF A SMALL HILL, 41 FEET NORTHEAST OF THE CENTER LINE OF
 AJ1032'THE HIGHWAY, 3 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A
 AJ1032'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AJ1032'FOOT ABOVE THE GROUND.
 AJ1032
 AJ1032                          STATION RECOVERY (1982)
 AJ1032
 AJ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1032'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ1032
 AJ1032                          STATION RECOVERY (2002)
 AJ1032
 AJ1032'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0404 ***********************************************************************
 AO0404  DESIGNATION -  Q 1085 RESET 1972
 AO0404  PID         -  AO0404
 AO0404  STATE/COUNTY-  TX/DIMMIT
 AO0404  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0404
 AO0404                         *CURRENT SURVEY CONTROL
 AO0404  ___________________________________________________________________
 AO0404* NAD 83(1986)-  28 30 55.     (N)    099 51 26.     (W)     SCALED    
 AO0404* NAVD 88     -       177.226  (meters)     581.45   (feet)  ADJUSTED  
 AO0404  ___________________________________________________________________
 AO0404  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AO0404  DYNAMIC HT  -         176.960 (meters)     580.58  (feet)  COMP
 AO0404  MODELED GRAV-     979,139.1   (mgal)                       NAVD 88
 AO0404
 AO0404  VERT ORDER  -  FIRST     CLASS II
 AO0404
 AO0404.The horizontal coordinates were scaled from a topographic map and have
 AO0404.an estimated accuracy of +/- 6 seconds.
 AO0404
 AO0404.The orthometric height was determined by differential leveling
 AO0404.and adjusted by the National Geodetic Survey in June 1991..
 AO0404
 AO0404.The geoid height was determined by GEOID03.
 AO0404
 AO0404.The dynamic height is computed by dividing the NAVD 88
 AO0404.geopotential number by the normal gravity value computed on the
 AO0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0404.degrees latitude (g = 980.6199 gals.).
 AO0404
 AO0404.The modeled gravity was interpolated from observed gravity values.
 AO0404
 AO0404;                    North         East    Units  Estimated Accuracy
 AO0404;SPC TXSC     - 4,075,890.      516,090.      MT  (+/- 180 meters Scaled)
 AO0404
 AO0404                          SUPERSEDED SURVEY CONTROL
 AO0404
 AO0404  NGVD 29 (??/??/??)  177.16   (m)          581.2    (f) RESET       3  
 AO0404
 AO0404.Superseded values are not recommended for survey control.
 AO0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0404.See file dsdata.txt to determine how the superseded data were derived.
 AO0404
 AO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS161545(NAD 83)
 AO0404_MARKER: DB = BENCH MARK DISK
 AO0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0404_STAMPING: Q 1085 RESET 1972
 AO0404_MARK LOGO: TXHD  
 AO0404_PROJECTION: FLUSH
 AO0404
 AO0404  HISTORY     - Date     Condition        Report By
 AO0404  HISTORY     - 1972     MONUMENTED       TXHD
 AO0404  HISTORY     - 1982     GOOD             NGS
 AO0404  HISTORY     - 19970531 GOOD             USPSQD
 AO0404
 AO0404                          STATION DESCRIPTION
 AO0404
 AO0404'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AO0404'0.1 MI SE FROM CARRIZO SPRINGS.
 AO0404'0.1 MILE SE ALONG U.S. HIGHWAY 83 FROM JUNCTION OF LOOP 225 AT SOUTH
 AO0404'CITY LIMITS OF CARRIZO SPRINGS, 121 FEET NE OF CENTERLINE OF U.S.
 AO0404'HIGHWAY 83 AND 2 FEET NE OF 4 X 4 IN. WITNESS POST AT CENTERLINE
 AO0404'STATION 542 + 16, SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH
 AO0404'PROJECTS 0.4 FEET ABOVE THE GROUND.
 AO0404
 AO0404                          STATION RECOVERY (1982)
 AO0404
 AO0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0404'ONE BLOCK SOUTHEAST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0404'SPRINGS, THENCE 0.5 KM (0.3 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 277
 AO0404'TO THE JUNCTION OF U.S. HIGHWAY 277 AND U.S. HIGHWAY 83, THENCE 0.7 KM
 AO0404'(0.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 83, 0.2 KM (0.1 MI) SOUTHEAST
 AO0404'OF THE JUNCTION OF LOOP 225, 82.9 METERS (272.0 FT) EAST OF SOUTHEAST
 AO0404'END OF BRIDGE OVER CARRIZO CREEK, 36.9 METERS (121.0 FT) NORTH
 AO0404'NORTHEAST OF CENTERLINE OF THE HIGHWAY, 0.6 METER (2.0 FT) NORTHEAST
 AO0404'OF 4 BY 4-INCH WOODEN WITNESS POST, AND 0.2 METER (0.5 FT) SOUTH
 AO0404'SOUTHWEST OF A FENCE.
 AO0404'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 AO0404'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0404
 AO0404                          STATION RECOVERY (1997)
 AO0404
 AO0404'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0124 ***********************************************************************
 AP0124  DESIGNATION -  Q 1086 RESET 1964
 AP0124  PID         -  AP0124
 AP0124  STATE/COUNTY-  TX/DIMMIT
 AP0124  USGS QUAD   -  COMETA (1974)
 AP0124
 AP0124                         *CURRENT SURVEY CONTROL
 AP0124  ___________________________________________________________________
 AP0124* NAD 83(1986)-  28 37 31.     (N)    100 00 16.     (W)     SCALED    
 AP0124* NAVD 88     -       201.973  (meters)     662.64   (feet)  ADJUSTED  
 AP0124  ___________________________________________________________________
 AP0124  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AP0124  DYNAMIC HT  -         201.673 (meters)     661.66  (feet)  COMP
 AP0124  MODELED GRAV-     979,153.6   (mgal)                       NAVD 88
 AP0124
 AP0124  VERT ORDER  -  FIRST     CLASS II
 AP0124
 AP0124.The horizontal coordinates were scaled from a topographic map and have
 AP0124.an estimated accuracy of +/- 6 seconds.
 AP0124
 AP0124.The orthometric height was determined by differential leveling
 AP0124.and adjusted by the National Geodetic Survey in June 1991..
 AP0124
 AP0124.The geoid height was determined by GEOID03.
 AP0124
 AP0124.The dynamic height is computed by dividing the NAVD 88
 AP0124.geopotential number by the normal gravity value computed on the
 AP0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0124.degrees latitude (g = 980.6199 gals.).
 AP0124
 AP0124.The modeled gravity was interpolated from observed gravity values.
 AP0124
 AP0124;                    North         East    Units  Estimated Accuracy
 AP0124;SPC TXSC     - 4,088,190.      501,780.      MT  (+/- 180 meters Scaled)
 AP0124
 AP0124                          SUPERSEDED SURVEY CONTROL
 AP0124
 AP0124.No superseded survey control is available for this station.
 AP0124
 AP0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS018668(NAD 83)
 AP0124_MARKER: DB = BENCH MARK DISK
 AP0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0124_SP_SET: CONCRETE POST
 AP0124_STAMPING: Q 1086 RESET 1964
 AP0124_MARK LOGO: CGS   
 AP0124_PROJECTION: PROJECTING 5 CENTIMETERS
 AP0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0124+STABILITY: SURFACE MOTION
 AP0124
 AP0124  HISTORY     - Date     Condition        Report By
 AP0124  HISTORY     - 1964     MONUMENTED       CGS
 AP0124  HISTORY     - 1982     GOOD             NGS
 AP0124
 AP0124                          STATION DESCRIPTION
 AP0124
 AP0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0124'20.2 KM (12.55 MI) NW FROM CARRIZO SPRINGS.
 AP0124'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0124'SPRINGS, THENCE 20.2 KM (12.25 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AP0124'AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 357+00, 32.1 METERS
 AP0124'(76.0 FT) SOUTH OF CENTERLINE OF THE HIGHWAY, 21.6 METERS (71.0 FT)
 AP0124'EAST OF A DIRT TRACK ROAD LEADING SOUTHEAST, AND 0.3 METER (1.0 FT)
 AP0124'SOUTH OF A FENCE.
 AP0124'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 AP0124'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0048 ***********************************************************************
 AP0048  DESIGNATION -  Q 1087 RESET 1961
 AP0048  PID         -  AP0048
 AP0048  STATE/COUNTY-  TX/MAVERICK
 AP0048  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0048
 AP0048                         *CURRENT SURVEY CONTROL
 AP0048  ___________________________________________________________________
 AP0048* NAD 83(1986)-  28 39 50.     (N)    100 16 31.     (W)     SCALED    
 AP0048* NAVD 88     -       241.702  (meters)     792.98   (feet)  ADJUSTED  
 AP0048  ___________________________________________________________________
 AP0048  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AP0048  DYNAMIC HT  -         241.341 (meters)     791.80  (feet)  COMP
 AP0048  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 AP0048
 AP0048  VERT ORDER  -  FIRST     CLASS II
 AP0048
 AP0048.The horizontal coordinates were scaled from a topographic map and have
 AP0048.an estimated accuracy of +/- 6 seconds.
 AP0048
 AP0048.The orthometric height was determined by differential leveling
 AP0048.and adjusted by the National Geodetic Survey in June 1991..
 AP0048
 AP0048.The geoid height was determined by GEOID03.
 AP0048
 AP0048.The dynamic height is computed by dividing the NAVD 88
 AP0048.geopotential number by the normal gravity value computed on the
 AP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0048.degrees latitude (g = 980.6199 gals.).
 AP0048
 AP0048.The modeled gravity was interpolated from observed gravity values.
 AP0048
 AP0048;                    North         East    Units  Estimated Accuracy
 AP0048;SPC TXSC     - 4,092,730.      475,350.      MT  (+/- 180 meters Scaled)
 AP0048
 AP0048                          SUPERSEDED SURVEY CONTROL
 AP0048
 AP0048  NGVD 29 (??/??/??)  241.49   (m)          792.3    (f) RESET       3  
 AP0048
 AP0048.Superseded values are not recommended for survey control.
 AP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0048.See file dsdata.txt to determine how the superseded data were derived.
 AP0048
 AP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS753714(NAD 83)
 AP0048_MARKER: DB = BENCH MARK DISK
 AP0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0048_STAMPING: Q 1087 RESET 1961
 AP0048_MARK LOGO: CGS   
 AP0048_PROJECTION: FLUSH
 AP0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0048+STABILITY: SURFACE MOTION
 AP0048
 AP0048  HISTORY     - Date     Condition        Report By
 AP0048  HISTORY     - 1961     MONUMENTED       CGS
 AP0048  HISTORY     - 1982     GOOD             NGS
 AP0048
 AP0048                          STATION DESCRIPTION
 AP0048
 AP0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0048'14.05 MI E FROM EAGLE PASS.
 AP0048'ABOUT 14.05 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE RAILROAD
 AP0048'CROSSING IN EAGLE PASS UNDER THE NORTH RIGHT-OF-WAY FENCE LINE AND 2
 AP0048'FEET EAST OF A 4 X 4 WITNESS POST.  IT IS 7 FEET EAST OF A BRACED
 AP0048'FENCE POST.  A STANDARD DISK, STAMPED Q 1087 RESET 1961 IN A CONCRETE
 AP0048'POST WHICH PROJECTS ABOUT 4 INCHES.
 AP0048
 AP0048                          STATION RECOVERY (1982)
 AP0048
 AP0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0048'23.25 KM (14.45 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM
 AP0048'THE OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF
 AP0048'MAIN STREET AND MADISON STREET, 32.0 METERS (105.0 FT) WEST OF A
 AP0048'TELEPHONE JUNCTION BOX, 22.8 METERS (75.0 FT) NORTH OF CENTERLINE OF
 AP0048'THE HIGHWAY, 2.1 METERS (7.0 FT) EAST OF A BRACED FENCE POST, AND
 AP0048'0.3 METER (1.0 FT) SOUTH OF RIGHT OF WAY FENCE.
 AP0048'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AP0048'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0369 ***********************************************************************
 AO0369  DESIGNATION -  Q 1088
 AO0369  PID         -  AO0369
 AO0369  STATE/COUNTY-  TX/DIMMIT
 AO0369  USGS QUAD   -  CATARINA (1982)
 AO0369
 AO0369                         *CURRENT SURVEY CONTROL
 AO0369  ___________________________________________________________________
 AO0369* NAD 83(1986)-  28 19 04.     (N)    099 36 50.     (W)     SCALED    
 AO0369* NAVD 88     -       153.497  (meters)     503.60   (feet)  ADJUSTED  
 AO0369  ___________________________________________________________________
 AO0369  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0369  DYNAMIC HT  -         153.263 (meters)     502.83  (feet)  COMP
 AO0369  MODELED GRAV-     979,121.3   (mgal)                       NAVD 88
 AO0369
 AO0369  VERT ORDER  -  FIRST     CLASS II
 AO0369
 AO0369.The horizontal coordinates were scaled from a topographic map and have
 AO0369.an estimated accuracy of +/- 6 seconds.
 AO0369
 AO0369.The orthometric height was determined by differential leveling
 AO0369.and adjusted by the National Geodetic Survey in June 1991..
 AO0369
 AO0369.The geoid height was determined by GEOID03.
 AO0369
 AO0369.The dynamic height is computed by dividing the NAVD 88
 AO0369.geopotential number by the normal gravity value computed on the
 AO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0369.degrees latitude (g = 980.6199 gals.).
 AO0369
 AO0369.The modeled gravity was interpolated from observed gravity values.
 AO0369
 AO0369;                    North         East    Units  Estimated Accuracy
 AO0369;SPC TXSC     - 4,053,850.      539,790.      MT  (+/- 180 meters Scaled)
 AO0369
 AO0369                          SUPERSEDED SURVEY CONTROL
 AO0369
 AO0369  NGVD 29 (??/??/92)  153.339  (m)          503.08   (f) ADJ UNCH    1 2
 AO0369
 AO0369.Superseded values are not recommended for survey control.
 AO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0369.See file dsdata.txt to determine how the superseded data were derived.
 AO0369
 AO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS398325(NAD 83)
 AO0369_MARKER: DB = BENCH MARK DISK
 AO0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0369_STAMPING: Q 1088 1957
 AO0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0369+STABILITY: SURFACE MOTION
 AO0369
 AO0369  HISTORY     - Date     Condition        Report By
 AO0369  HISTORY     - 1957     MONUMENTED       CGS
 AO0369  HISTORY     - 1976     POOR             USGS
 AO0369  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0369  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0369
 AO0369                          STATION DESCRIPTION
 AO0369
 AO0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0369'2.25 MI SE FROM CATARINA.
 AO0369'2.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0369'CATARINA, 0.1 MILE NORTH OF A CONCRETE CULVERT, 48 FEET EAST OF THE
 AO0369'CENTER LINE OF THE HIGHWAY, 19.6 FEET SOUTH OF A TELEPHONE POLE, IN
 AO0369'LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET WEST OF A FENCE, 2.4 FEET
 AO0369'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0369'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0369
 AO0369                          STATION RECOVERY (1976)
 AO0369
 AO0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0369'MARK RECOVERED IN POOR CONDITION.
 AO0369
 AO0369                          STATION RECOVERY (1982)
 AO0369
 AO0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0369'NOT RECOVERED, PROBABLY GRADED OUT.
 AO0369
 AO0369                          STATION RECOVERY (1997)
 AO0369
 AO0369'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0104 ***********************************************************************
 CB0104  DESIGNATION -  Q 109 RESET 1937
 CB0104  PID         -  CB0104
 CB0104  STATE/COUNTY-  TX/TOM GREEN
 CB0104  USGS QUAD   -  VANCOURT (1984)
 CB0104
 CB0104                         *CURRENT SURVEY CONTROL
 CB0104  ___________________________________________________________________
 CB0104* NAD 83(1986)-  31 20 32.     (N)    100 07 32.     (W)     SCALED    
 CB0104* NAVD 88     -       568.18   (meters)    1864.1    (feet)  RESET     
 CB0104  ___________________________________________________________________
 CB0104  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0104
 CB0104  VERT ORDER  -  THIRD
 CB0104
 CB0104.The horizontal coordinates were scaled from a topographic map and have
 CB0104.an estimated accuracy of +/- 6 seconds.
 CB0104
 CB0104.The orthometric height was computed from unverified reset data.
 CB0104
 CB0104.The geoid height was determined by GEOID03.
 CB0104
 CB0104;                    North         East    Units  Estimated Accuracy
 CB0104;SPC TX C     - 3,185,760.      719,770.      MT  (+/- 180 meters Scaled)
 CB0104
 CB0104                          SUPERSEDED SURVEY CONTROL
 CB0104
 CB0104.No superseded survey control is available for this station.
 CB0104
 CB0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV929680(NAD 83)
 CB0104_MARKER: DD = SURVEY DISK
 CB0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0104_STAMPING: Q 109 RESET 1937
 CB0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0104+STABILITY: SURFACE MOTION
 CB0104
 CB0104  HISTORY     - Date     Condition        Report By
 CB0104  HISTORY     - 1937     MONUMENTED       TXHD
 CB0104  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0104
 CB0104                          STATION DESCRIPTION
 CB0104
 CB0104'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0104'11.5 MI SE FROM WALL.
 CB0104'11.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM WALL, TOM GREEN
 CB0104'COUNTY, 500 FEET WEST OF A CULVERT, ON THE EAST SIDE OF A ROAD LEADING
 CB0104'NORTH, AND 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A STANDARD
 CB0104'DISK, STAMPED Q 109 RESET 1937 AND SET IN THE TOP OF A CONCRETE POST.
 CB0104
 CB0104                          STATION RECOVERY (1981)
 CB0104
 CB0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0091 ***********************************************************************
 AZ0091  DESIGNATION -  Q 1090
 AZ0091  PID         -  AZ0091
 AZ0091  STATE/COUNTY-  TX/UVALDE
 AZ0091  USGS QUAD   -  MUSTANG WATERHOLE (1974)
 AZ0091
 AZ0091                         *CURRENT SURVEY CONTROL
 AZ0091  ___________________________________________________________________
 AZ0091* NAD 83(1986)-  29 15 08.     (N)    100 02 37.     (W)     SCALED    
 AZ0091* NAVD 88     -       320.286  (meters)    1050.81   (feet)  POSTED    
 AZ0091  ___________________________________________________________________
 AZ0091  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0091  DYNAMIC HT  -         319.820 (meters)    1049.28  (feet)  COMP
 AZ0091  MODELED GRAV-     979,174.8   (mgal)                       NAVD 88
 AZ0091
 AZ0091  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AZ0091
 AZ0091.The horizontal coordinates were scaled from a topographic map and have
 AZ0091.an estimated accuracy of +/- 6 seconds.
 AZ0091
 AZ0091.The orthometric height was determined by differential leveling
 AZ0091.and adjusted by the National Geodetic Survey in 1992..
 AZ0091.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AZ0091.rate of 2.1 thru 3.0 mm/km.
 AZ0091
 AZ0091.The geoid height was determined by GEOID03.
 AZ0091
 AZ0091.The dynamic height is computed by dividing the NAVD 88
 AZ0091.geopotential number by the normal gravity value computed on the
 AZ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0091.degrees latitude (g = 980.6199 gals.).
 AZ0091
 AZ0091.The modeled gravity was interpolated from observed gravity values.
 AZ0091
 AZ0091;                    North         East    Units  Estimated Accuracy
 AZ0091;SPC TXSC     - 4,157,700.      498,580.      MT  (+/- 180 meters Scaled)
 AZ0091
 AZ0091                          SUPERSEDED SURVEY CONTROL
 AZ0091
 AZ0091  NGVD 29 (??/??/92)  320.175  (m)         1050.44   (f) ADJ UNCH    1 2
 AZ0091
 AZ0091.Superseded values are not recommended for survey control.
 AZ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0091.See file dsdata.txt to determine how the superseded data were derived.
 AZ0091
 AZ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT985363(NAD 83)
 AZ0091_MARKER: DB = BENCH MARK DISK
 AZ0091_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0091_SP_SET: LEDGE
 AZ0091_STAMPING: Q 1090 1957
 AZ0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0091+STABILITY: POSITION/ELEVATION WELL
 AZ0091
 AZ0091  HISTORY     - Date     Condition        Report By
 AZ0091  HISTORY     - 1957     MONUMENTED       CGS
 AZ0091  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0091
 AZ0091                          STATION DESCRIPTION
 AZ0091
 AZ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0091'2.4 MI E FROM CLINE.
 AZ0091'2.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0091'STATION AT CLINE, 86.2 FEET NORTHWEST OF THE 2ND POLE EAST OF MILEPOST
 AZ0091'317, IN THE MIDDLE OF A CUT, 34.8 FEET SOUTHWEST OF A TELEPHONE POLE,
 AZ0091'8.4 FEET NORTH OF THE NORTH RAIL, 2 FEET ABOVE THE GROUND, 1 FOOT
 AZ0091'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A ROCK LEDGE.
 AZ0091
 AZ0091                          STATION RECOVERY (1982)
 AZ0091
 AZ0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0091'MARK NOT RECOVERED, PROBABLY DESTROYED WHEN NEW RAILROAD BED WAS
 AZ0091'BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1322 ***********************************************************************
 AY1322  DESIGNATION -  Q 1091
 AY1322  PID         -  AY1322
 AY1322  STATE/COUNTY-  TX/UVALDE
 AY1322  USGS QUAD   -  KNIPPA (1971)
 AY1322
 AY1322                         *CURRENT SURVEY CONTROL
 AY1322  ___________________________________________________________________
 AY1322* NAD 83(1986)-  29 16 47.     (N)    099 41 42.     (W)     SCALED    
 AY1322* NAVD 88     -       295.045  (meters)     967.99   (feet)  ADJUSTED  
 AY1322  ___________________________________________________________________
 AY1322  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AY1322  DYNAMIC HT  -         294.616 (meters)     966.59  (feet)  COMP
 AY1322  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AY1322
 AY1322  VERT ORDER  -  FIRST     CLASS II
 AY1322
 AY1322.The horizontal coordinates were scaled from a topographic map and have
 AY1322.an estimated accuracy of +/- 6 seconds.
 AY1322
 AY1322.The orthometric height was determined by differential leveling
 AY1322.and adjusted by the National Geodetic Survey in June 1991..
 AY1322
 AY1322.The geoid height was determined by GEOID03.
 AY1322
 AY1322.The dynamic height is computed by dividing the NAVD 88
 AY1322.geopotential number by the normal gravity value computed on the
 AY1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1322.degrees latitude (g = 980.6199 gals.).
 AY1322
 AY1322.The modeled gravity was interpolated from observed gravity values.
 AY1322
 AY1322;                    North         East    Units  Estimated Accuracy
 AY1322;SPC TXSC     - 4,160,500.      532,470.      MT  (+/- 180 meters Scaled)
 AY1322
 AY1322                          SUPERSEDED SURVEY CONTROL
 AY1322
 AY1322  NGVD 29 (??/??/92)  294.856  (m)          967.37   (f) ADJ UNCH    1 2
 AY1322
 AY1322.Superseded values are not recommended for survey control.
 AY1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1322.See file dsdata.txt to determine how the superseded data were derived.
 AY1322
 AY1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT324391(NAD 83)
 AY1322_MARKER: DB = BENCH MARK DISK
 AY1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1322_STAMPING: Q 1091 1957
 AY1322_MARK LOGO: CGS   
 AY1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1322+STABILITY: SURFACE MOTION
 AY1322
 AY1322  HISTORY     - Date     Condition        Report By
 AY1322  HISTORY     - 1957     MONUMENTED       CGS
 AY1322  HISTORY     - 1982     GOOD             NGS
 AY1322  HISTORY     - 1987     GOOD             USPSQD
 AY1322  HISTORY     - 1988     GOOD             USPSQD
 AY1322
 AY1322                          STATION DESCRIPTION
 AY1322
 AY1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1322'3.75 MI W FROM KNIPPA.
 AY1322'3.75 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1322'STATION AT KNIPPA, 40 FEET SOUTH OF THE SOUTH RAIL, 48 FEET EAST OF
 AY1322'MILEPOST 294, IN LINE WITH A ROW OF TELEPHONE POLES, 88.4 FEET NORTH
 AY1322'OF THE CENTER LINE OF U.S. HIGHWAY 90, 1.5 FEET WEST OF A WITNESS
 AY1322'POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 AY1322'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1322
 AY1322                          STATION RECOVERY (1982)
 AY1322
 AY1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1322'MARK RECOVERED THIS DATE, NOTE, 6.9 KM (4.25 MI) NORTHEAST ALONG
 AY1322'STATE ROUTE 2369 FROM THE JUNCTION OF SPUR 144 AND THE SOUTHERN
 AY1322'PACIFIC RAILROAD STATION IN UVALDE, THENCE 4.4 KM (2.75 MI) NORTHEAST
 AY1322'ALONG U.S. HIGHWAY 90, ALSO 6.1 KM (3.8 MI) WEST SOUTHWEST ALONG U.S.
 AY1322'HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 1049 SOUTH IN KNIPPA.
 AY1322
 AY1322                          STATION RECOVERY (1987)
 AY1322
 AY1322'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1322'RECOVERED IN GOOD CONDITION.
 AY1322
 AY1322                          STATION RECOVERY (1988)
 AY1322
 AY1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0055 ***********************************************************************
 AZ0055  DESIGNATION -  Q 1092
 AZ0055  PID         -  AZ0055
 AZ0055  STATE/COUNTY-  TX/KINNEY
 AZ0055  USGS QUAD   -  SPOFFORD (1974)
 AZ0055
 AZ0055                         *CURRENT SURVEY CONTROL
 AZ0055  ___________________________________________________________________
 AZ0055* NAD 83(1986)-  29 11 06.     (N)    100 25 46.     (W)     SCALED    
 AZ0055* NAVD 88     -       309.252  (meters)    1014.60   (feet)  ADJUSTED  
 AZ0055  ___________________________________________________________________
 AZ0055  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0055  DYNAMIC HT  -         308.800 (meters)    1013.12  (feet)  COMP
 AZ0055  MODELED GRAV-     979,173.6   (mgal)                       NAVD 88
 AZ0055
 AZ0055  VERT ORDER  -  FIRST     CLASS II
 AZ0055
 AZ0055.The horizontal coordinates were scaled from a topographic map and have
 AZ0055.an estimated accuracy of +/- 6 seconds.
 AZ0055
 AZ0055.The orthometric height was determined by differential leveling
 AZ0055.and adjusted by the National Geodetic Survey in June 1991..
 AZ0055
 AZ0055.The geoid height was determined by GEOID03.
 AZ0055
 AZ0055.The dynamic height is computed by dividing the NAVD 88
 AZ0055.geopotential number by the normal gravity value computed on the
 AZ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0055.degrees latitude (g = 980.6199 gals.).
 AZ0055
 AZ0055.The modeled gravity was interpolated from observed gravity values.
 AZ0055
 AZ0055;                    North         East    Units  Estimated Accuracy
 AZ0055;SPC TXSC     - 4,150,650.      460,990.      MT  (+/- 180 meters Scaled)
 AZ0055
 AZ0055                          SUPERSEDED SURVEY CONTROL
 AZ0055
 AZ0055  NGVD 29 (??/??/92)  309.141  (m)         1014.24   (f) ADJ UNCH    1 2
 AZ0055
 AZ0055.Superseded values are not recommended for survey control.
 AZ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0055.See file dsdata.txt to determine how the superseded data were derived.
 AZ0055
 AZ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT610293(NAD 83)
 AZ0055_MARKER: DB = BENCH MARK DISK
 AZ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0055_STAMPING: Q 1092 1957
 AZ0055_MARK LOGO: CGS   
 AZ0055_PROJECTION: PROJECTING 12 CENTIMETERS
 AZ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0055+STABILITY: SURFACE MOTION
 AZ0055
 AZ0055  HISTORY     - Date     Condition        Report By
 AZ0055  HISTORY     - 1957     MONUMENTED       CGS
 AZ0055  HISTORY     - 1982     GOOD             NGS
 AZ0055  HISTORY     - 19960109 MARK NOT FOUND   USPSQD
 AZ0055
 AZ0055                          STATION DESCRIPTION
 AZ0055
 AZ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0055'1.3 MI NW FROM SPOFFORD.
 AZ0055'ABOUT 1.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0055'FROM THE STATION AT SPOFFORD, 97 FEET NORTHWEST OF MILE POST 343, 41
 AZ0055'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 31 FEET NORTHEAST
 AZ0055'OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHWEST OF A WHITE WOODEN
 AZ0055'WITNESS POST, ABOUT 4 FEET BELOW THE TOP OF THE RAIL AND IN THE TOP OF
 AZ0055'A CONCRETE POST WHICH PROJECTS 0.4 FOOT.
 AZ0055
 AZ0055                          STATION RECOVERY (1982)
 AZ0055
 AZ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0055'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0055'OF FARM ROAD 1572 EAST IN SPOFFORD, 2.2 KM (1.4 MI) NORTHWEST ALONG A
 AZ0055'GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC RAILROAD
 AZ0055'TRACKS, 35.6 METERS (117.0 FT) WEST OF AND ACROSS THE TRACKS MILEPOST
 AZ0055'343, 9.4 METERS (31.0 FT) NORTHEAST OF THE CENTER OF THE GRAVELED
 AZ0055'ROAD, 12.4 METERS (41.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AZ0055'SOUTHERN PACIFIC RAILROAD, AND 15.2 METERS (50.0 FT) NORTHEAST AND
 AZ0055'ACROSS THE GRAVELED ROAD FROM A FENCE LINE.
 AZ0055'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 AZ0055'THE MARK IS 1.2 M BELOW TOP OF RAIL.
 AZ0055
 AZ0055                          STATION RECOVERY (1996)
 AZ0055
 AZ0055'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0096 ***********************************************************************
 AZ0096  DESIGNATION -  Q 1093
 AZ0096  PID         -  AZ0096
 AZ0096  STATE/COUNTY-  TX/MAVERICK
 AZ0096  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0096
 AZ0096                         *CURRENT SURVEY CONTROL
 AZ0096  ___________________________________________________________________
 AZ0096* NAD 83(1986)-  29 00 37.     (N)    100 23 59.     (W)     SCALED    
 AZ0096* NAVD 88     -       278.932  (meters)     915.13   (feet)  ADJUSTED  
 AZ0096  ___________________________________________________________________
 AZ0096  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0096  DYNAMIC HT  -         278.523 (meters)     913.79  (feet)  COMP
 AZ0096  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 AZ0096
 AZ0096  VERT ORDER  -  FIRST     CLASS II
 AZ0096
 AZ0096.The horizontal coordinates were scaled from a topographic map and have
 AZ0096.an estimated accuracy of +/- 6 seconds.
 AZ0096
 AZ0096.The orthometric height was determined by differential leveling
 AZ0096.and adjusted by the National Geodetic Survey in June 1991..
 AZ0096
 AZ0096.The geoid height was determined by GEOID03.
 AZ0096
 AZ0096.The dynamic height is computed by dividing the NAVD 88
 AZ0096.geopotential number by the normal gravity value computed on the
 AZ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0096.degrees latitude (g = 980.6199 gals.).
 AZ0096
 AZ0096.The modeled gravity was interpolated from observed gravity values.
 AZ0096
 AZ0096;                    North         East    Units  Estimated Accuracy
 AZ0096;SPC TXSC     - 4,131,250.      463,650.      MT  (+/- 180 meters Scaled)
 AZ0096
 AZ0096                          SUPERSEDED SURVEY CONTROL
 AZ0096
 AZ0096  NGVD 29 (??/??/92)  278.780  (m)          914.63   (f) ADJ UNCH    1 2
 AZ0096
 AZ0096.Superseded values are not recommended for survey control.
 AZ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0096.See file dsdata.txt to determine how the superseded data were derived.
 AZ0096
 AZ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT636099(NAD 83)
 AZ0096_MARKER: DB = BENCH MARK DISK
 AZ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0096_STAMPING: Q 1093 1957
 AZ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0096+STABILITY: SURFACE MOTION
 AZ0096
 AZ0096  HISTORY     - Date     Condition        Report By
 AZ0096  HISTORY     - 1957     MONUMENTED       CGS
 AZ0096
 AZ0096                          STATION DESCRIPTION
 AZ0096
 AZ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0096'11.5 MI S FROM SPOFFORD.
 AZ0096'11.5 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0096'STATION AT SPOFFORD, 44.4 FEET EAST OF THE EAST RAIL, 41.3 FEET
 AZ0096'NORTHEAST OF THE 6TH POLE NORTH OF MILEPOST 11, 3.2 FEET WEST OF A
 AZ0096'FENCE, 2 FEET EAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE
 AZ0096'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AZ0096'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0888 ***********************************************************************
 AY0888  DESIGNATION -  Q 1094
 AY0888  PID         -  AY0888
 AY0888  STATE/COUNTY-  TX/MEDINA
 AY0888  USGS QUAD   -  LA COSTE (1982)
 AY0888
 AY0888                         *CURRENT SURVEY CONTROL
 AY0888  ___________________________________________________________________
 AY0888* NAD 83(1986)-  29 20 37.     (N)    098 50 49.     (W)     SCALED    
 AY0888* NAVD 88     -       232.891  (meters)     764.08   (feet)  ADJUSTED  
 AY0888  ___________________________________________________________________
 AY0888  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AY0888  DYNAMIC HT  -         232.554 (meters)     762.97  (feet)  COMP
 AY0888  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 AY0888
 AY0888  VERT ORDER  -  FIRST     CLASS II
 AY0888
 AY0888.This mark is at Castroville Muni (T89) Airport (T89)
 AY0888
 AY0888.The horizontal coordinates were scaled from a topographic map and have
 AY0888.an estimated accuracy of +/- 6 seconds.
 AY0888
 AY0888.The orthometric height was determined by differential leveling
 AY0888.and adjusted by the National Geodetic Survey in June 1991..
 AY0888
 AY0888.The geoid height was determined by GEOID03.
 AY0888
 AY0888.The dynamic height is computed by dividing the NAVD 88
 AY0888.geopotential number by the normal gravity value computed on the
 AY0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0888.degrees latitude (g = 980.6199 gals.).
 AY0888
 AY0888.The modeled gravity was interpolated from observed gravity values.
 AY0888
 AY0888;                    North         East    Units  Estimated Accuracy
 AY0888;SPC TXSC     - 4,167,390.      614,860.      MT  (+/- 180 meters Scaled)
 AY0888
 AY0888                          SUPERSEDED SURVEY CONTROL
 AY0888
 AY0888  NGVD 29 (??/??/92)  232.757  (m)          763.64   (f) ADJ UNCH    1 2
 AY0888
 AY0888.Superseded values are not recommended for survey control.
 AY0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0888.See file dsdata.txt to determine how the superseded data were derived.
 AY0888
 AY0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT148460(NAD 83)
 AY0888_MARKER: DB = BENCH MARK DISK
 AY0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0888_STAMPING: Q 1094 1957
 AY0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0888+STABILITY: SURFACE MOTION
 AY0888
 AY0888  HISTORY     - Date     Condition        Report By
 AY0888  HISTORY     - 1957     MONUMENTED       CGS
 AY0888  HISTORY     - 19970210 GOOD             USPSQD
 AY0888  HISTORY     - 20020218 GOOD             USPSQD
 AY0888
 AY0888                          STATION DESCRIPTION
 AY0888
 AY0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0888'4.5 MI NW FROM LACOSTE.
 AY0888'4.3 MILES NORTHWEST ALONG FARM ROAD 471 FROM THE TEXAS AND NEW ORLEANS
 AY0888'RAILROAD STATION AT LACOSTE, THENCE 0.2 MILE SOUTH ALONG AN ACCESS
 AY0888'ROAD LEADING TO THE CASTROVILLE AIRPORT, 0.45 MILE SOUTHEAST OF THE
 AY0888'MAIN ENTRANCE TO THE AIRPORT, 130 FEET WEST OF THE WEST EDGE OF A
 AY0888'NORTH AND SOUTH TAXI STRIP, 146 FEET NORTH OF THE NORTH EDGE OF AN
 AY0888'EAST AND WEST TAXI STRIP, 105 FEET SOUTH OF THE SOUTH EDGE OF ANOTHER
 AY0888'EAST AND WEST TAXI STRIP, 26.3 FEET NORTHEAST OF THE NORTHEAST CORNER
 AY0888'OF THE CONCRETE BASE OF A WIND T, 2.6 FEET NORTH OF A WITNESS POST,
 AY0888'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AY0888'GROUND.
 AY0888
 AY0888                          STATION RECOVERY (1997)
 AY0888
 AY0888'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0888'RECOVERED IN GOOD CONDITION.
 AY0888
 AY0888                          STATION RECOVERY (2002)
 AY0888
 AY0888'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0031 ***********************************************************************
 BB0031  DESIGNATION -  Q 1095
 BB0031  PID         -  BB0031
 BB0031  STATE/COUNTY-  TX/PRESIDIO
 BB0031  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0031
 BB0031                         *CURRENT SURVEY CONTROL
 BB0031  ___________________________________________________________________
 BB0031* NAD 83(1993)-  29 31 21.45202(N)    104 20 22.41921(W)     ADJUSTED  
 BB0031* NAVD 88     -       777.559  (meters)    2551.04   (feet)  ADJUSTED  
 BB0031  ___________________________________________________________________
 BB0031  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 BB0031  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BB0031  DYNAMIC HT  -         776.302 (meters)    2546.92  (feet)  COMP
 BB0031  MODELED GRAV-     979,001.8   (mgal)                       NAVD 88
 BB0031
 BB0031  HORZ ORDER  -  SECOND
 BB0031  VERT ORDER  -  SECOND    CLASS 0
 BB0031
 BB0031.The horizontal coordinates were established by classical geodetic methods
 BB0031.and adjusted by the National Geodetic Survey in February 1996..
 BB0031
 BB0031.The orthometric height was determined by differential leveling
 BB0031.and adjusted by the National Geodetic Survey in June 1991..
 BB0031
 BB0031.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0031
 BB0031.The geoid height was determined by GEOID03.
 BB0031
 BB0031.The dynamic height is computed by dividing the NAVD 88
 BB0031.geopotential number by the normal gravity value computed on the
 BB0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0031.degrees latitude (g = 980.6199 gals.).
 BB0031
 BB0031.The modeled gravity was interpolated from observed gravity values.
 BB0031
 BB0031;                    North         East     Units Scale Factor Converg.
 BB0031;SPC TXSC     - 4,199,031.672    82,605.562   MT  0.99986859   -2 36 57.3
 BB0031;SPC TXSC     -13,776,323.08    271,015.08   sFT  0.99986859   -2 36 57.3
 BB0031;UTM  13      - 3,266,072.081   564,001.211   MT  0.99965054   +0 19 31.6
 BB0031
 BB0031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0031!SPC TXSC     -   0.99988150  x   0.99986859  =   0.99975010
 BB0031!UTM  13      -   0.99988150  x   0.99965054  =   0.99953208
 BB0031
 BB0031                          SUPERSEDED SURVEY CONTROL
 BB0031
 BB0031  NAD 83(1986)-  29 31 21.44349(N)    104 20 22.41509(W) AD(       ) 2
 BB0031  NAD 27      -  29 31 20.77824(N)    104 20 20.69241(W) AD(       ) 2
 BB0031  NGVD 29 (??/??/92)  777.172  (m)         2549.77   (f) ADJ UNCH    2 0
 BB0031
 BB0031.Superseded values are not recommended for survey control.
 BB0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0031.See file dsdata.txt to determine how the superseded data were derived.
 BB0031
 BB0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6400166072(NAD 83)
 BB0031_MARKER: DB = BENCH MARK DISK
 BB0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0031_SP_SET: MONUMENT
 BB0031_STAMPING: Q 1095 1974
 BB0031_MARK LOGO: NGS   
 BB0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0031
 BB0031  HISTORY     - Date     Condition        Report By
 BB0031  HISTORY     - 1974     MONUMENTED       NGS
 BB0031  HISTORY     - 1974     GOOD             NGS
 BB0031  HISTORY     - 20040204 POOR             NGS
 BB0031
 BB0031                          STATION DESCRIPTION
 BB0031
 BB0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0031'THE STATION IS LOCATED ABOUT 5-1/4 MILES SOUTHEAST OF OJINAGA AND ON
 BB0031'THE SOUTH SIDE OF THE RIO GRANDE RIVER.
 BB0031'
 BB0031'TO REACH THE STATION FROM THE FERRO CARRIL DE CHIHUAHUA AL PACIFICO
 BB0031'(RAILROAD STATION 2.5 MILES SOUTHEAST OF OJINAGA) GO EAST AND
 BB0031'NORTHEAST ON MAIN GRAVEL ROAD, CROSSING OVER THREE TRACKS FOR 0.55
 BB0031'MILE TO A WOODEN BRIDGE WHERE THE ROAD CURVES TO THE RIGHT, TURN
 BB0031'RIGHT AND GO SOUTH ON DIRT ROAD FOR 0.2 MILE TO A FENCE CORNER ON THE
 BB0031'LEFT, TURN LEFT AND GO SOUTHEAST ON MAIN ROAD FOR 1.55 MILES TO
 BB0031'WHERE THE ROAD GOES UNDER THE POWER POLE LINE, CONTINUE SOUTHEAST
 BB0031'ON MAIN ROAD FOR 0.75 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 BB0031'SOUTHEAST FOR 0.55 MILE TO A WIRE GATE ON THE LEFT, TURN LEFT
 BB0031'PASSING THROUGH GATE AND GO NORTH ALONG MAIN TRACK ROAD FOR 0.15
 BB0031'MILE TO A CROSSROADS, CONTINUE STRAIGHT AHEAD NORTH FOR 0.25
 BB0031'MILE TO A FORK, TAKE THE RIGHT FORK AND GO FIRST NORTHEAST THEN
 BB0031'NORTHWEST FOR 0.15 MILE TO THE STATION IN THE MIDDLE OF THE
 BB0031'ROAD.
 BB0031'
 BB0031'THE STATION MARK IS A STANDARD NGS VERTICAL CONTROL DISK, STAMPED
 BB0031'Q 1095 1974.  IT IS SET IN THE CENTER OF THE ROAD, 8 FEET NORTHWEST
 BB0031'OF A 30-INCH DIAMETER CEDAR TREE, AND SET IN THE TOP OF A 12-INCH
 BB0031'DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES.
 BB0031'
 BB0031'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0031
 BB0031                          STATION RECOVERY (1974)
 BB0031
 BB0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0031'5.2 MI SE FROM OJINAGA.
 BB0031'TO REACH FROM THE FERRO CARRIL DE CHIHUAHUA AL PACIFICO (RAILROAD
 BB0031'STATION 2.5 MILES SOUTHEAST OF OJINAGA) GO EAST AND NORTHEAST ON MAIN
 BB0031'GRAVEL ROAD, CROSSING OVER THREE TRACKS FOR 0.55 MILE TO A WOODEN
 BB0031'BRIDGE WHERE THE ROAD CURVES TO THE RIGHT, TURN RIGHT AND GO SOUTH ON
 BB0031'DIRT ROAD FOR 0.2 MILE TO A FENCE CORNER ON THE LEFT, TURN LEFT AND GO
 BB0031'SOUTHEAST ON MAIN ROAD FOR 1.55 MILES TO WHERE THE ROAD GOES UNDER THE
 BB0031'POWER POLE LINE, CONTINUE SOUTHEAST ON MAIN ROAD FOR 0.75 MILE TO A
 BB0031'FORK, TAKE THE LEFT FORK AND GO SOUTHEAST FOR 0.55 MILE TO A WIRE GATE
 BB0031'ON THE LEFT, TURN LEFT PASSING THROUGH GATE AND GO NORTH ALONG MAIN
 BB0031'TRACK ROAD FOR 0.15 MILE TO A CROSSROADS, CONTINUE STRAIGHT AHEAD
 BB0031'NORTH FOR 0.25 MILE TO A FORK, TAKE THE RIGHT FORK AND GO FIRST
 BB0031'NORTHEAST THEN NORTHWEST FOR 0.15 MILE TO THE MARK IN THE CENTER OF
 BB0031'THE ROAD, 8 FEET NORTHWEST OF A 30-INCH CEDAR TREE, AND SET IN THE TOP
 BB0031'OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 BB0031'THE GROUND.
 BB0031
 BB0031                          STATION RECOVERY (2004)
 BB0031
 BB0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0031'THE RIO GRANDE RIVER HAS BEEN RELOCATED.  THIS MARK IS NOW IN THE
 BB0031'STATE OF TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0558 ***********************************************************************
 BP0558  DESIGNATION -  Q 1096
 BP0558  PID         -  BP0558
 BP0558  STATE/COUNTY-  TX/JEFF DAVIS
 BP0558  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0558
 BP0558                         *CURRENT SURVEY CONTROL
 BP0558  ___________________________________________________________________
 BP0558* NAD 83(1986)-  30 31 55.     (N)    103 48 28.     (W)     SCALED    
 BP0558* NAVD 88     -      1417.743  (meters)    4651.38   (feet)  ADJUSTED  
 BP0558  ___________________________________________________________________
 BP0558  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 BP0558  DYNAMIC HT  -        1415.448 (meters)    4643.85  (feet)  COMP
 BP0558  MODELED GRAV-     978,972.5   (mgal)                       NAVD 88
 BP0558  OBS GRAVITY -     978,976.2   (mgal)                       GRAV_OBS
 BP0558
 BP0558  VERT ORDER  -  FIRST     CLASS I
 BP0558
 BP0558.The horizontal coordinates were scaled from a topographic map and have
 BP0558.an estimated accuracy of +/- 6 seconds.
 BP0558
 BP0558.The orthometric height was determined by differential leveling
 BP0558.and adjusted by the National Geodetic Survey in June 1991..
 BP0558
 BP0558.The geoid height was determined by GEOID03.
 BP0558
 BP0558.The dynamic height is computed by dividing the NAVD 88
 BP0558.geopotential number by the normal gravity value computed on the
 BP0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0558.degrees latitude (g = 980.6199 gals.).
 BP0558
 BP0558.The modeled gravity was interpolated from observed gravity values.
 BP0558.The observed gravity was obtained from relative gravimeter ties
 BP0558.to the IGSN71 gravity network.
 BP0558
 BP0558;                    North         East    Units  Estimated Accuracy
 BP0558;SPC TX C     - 3,101,130.      366,650.      MT  (+/- 180 meters Scaled)
 BP0558
 BP0558                          SUPERSEDED SURVEY CONTROL
 BP0558
 BP0558  NGVD 29 (??/??/92) 1417.244  (m)         4649.74   (f) ADJ UNCH    1 1
 BP0558
 BP0558.Superseded values are not recommended for survey control.
 BP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0558.See file dsdata.txt to determine how the superseded data were derived.
 BP0558
 BP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP143783(NAD 83)
 BP0558_MARKER: DB = BENCH MARK DISK
 BP0558_SETTING: 66 = SET IN ROCK OUTCROP
 BP0558_SP_SET: ROCK OUTCROP
 BP0558_STAMPING: Q 1096 1977
 BP0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0558+STABILITY: POSITION/ELEVATION WELL
 BP0558
 BP0558  HISTORY     - Date     Condition        Report By
 BP0558  HISTORY     - 1977     MONUMENTED       NGS
 BP0558  HISTORY     - 1988     GOOD             USPSQD
 BP0558  HISTORY     - 19961007 GOOD             USPSQD
 BP0558  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0558
 BP0558                          STATION DESCRIPTION
 BP0558
 BP0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0558'7.70 MI SE FROM FORT DAVIS.
 BP0558'ABOUT 7.70 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0558'COURTHOUSE AT FORT DAVIS, IN TOP OF BEDROCK FLUSH WITH THE GROUND,
 BP0558'110 YARDS SOUTHWEST OF THE SOUTH END OF THE WEST STONE BRIDGE
 BP0558'GUARDRAIL, 66 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FT.
 BP0558'WEST OF A RIGHT-OF-WAY FENCE, 15 FT. NORTH OF A TWO PRONGED CEDAR
 BP0558'TREE, AT THE BOTTOM OF A ROCKY LEDGE.
 BP0558
 BP0558                          STATION RECOVERY (1988)
 BP0558
 BP0558'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 BP0558'RECOVERED IN GOOD CONDITION.
 BP0558
 BP0558                          STATION RECOVERY (1996)
 BP0558
 BP0558'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0558'RECOVERED IN GOOD CONDITION.
 BP0558
 BP0558                          STATION RECOVERY (2003)
 BP0558
 BP0558'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0576 ***********************************************************************
 BP0576  DESIGNATION -  Q 1097
 BP0576  PID         -  BP0576
 BP0576  STATE/COUNTY-  TX/JEFF DAVIS
 BP0576  USGS QUAD   -  FORT DAVIS (1972)
 BP0576
 BP0576                         *CURRENT SURVEY CONTROL
 BP0576  ___________________________________________________________________
 BP0576* NAD 83(1986)-  30 37 27.     (N)    103 56 59.     (W)     SCALED    
 BP0576* NAVD 88     -      1597.252  (meters)    5240.32   (feet)  ADJUSTED  
 BP0576  ___________________________________________________________________
 BP0576  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0576  DYNAMIC HT  -        1594.610 (meters)    5231.65  (feet)  COMP
 BP0576  MODELED GRAV-     978,930.3   (mgal)                       NAVD 88
 BP0576  OBS GRAVITY -     978,927.2   (mgal)                       GRAV_OBS
 BP0576
 BP0576  VERT ORDER  -  FIRST     CLASS I
 BP0576
 BP0576.The horizontal coordinates were scaled from a topographic map and have
 BP0576.an estimated accuracy of +/- 6 seconds.
 BP0576
 BP0576.The orthometric height was determined by differential leveling
 BP0576.and adjusted by the National Geodetic Survey in June 1991..
 BP0576
 BP0576.The geoid height was determined by GEOID03.
 BP0576
 BP0576.The dynamic height is computed by dividing the NAVD 88
 BP0576.geopotential number by the normal gravity value computed on the
 BP0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0576.degrees latitude (g = 980.6199 gals.).
 BP0576
 BP0576.The modeled gravity was interpolated from observed gravity values.
 BP0576.The observed gravity was obtained from relative gravimeter ties
 BP0576.to the IGSN71 gravity network.
 BP0576
 BP0576;                    North         East    Units  Estimated Accuracy
 BP0576;SPC TX C     - 3,111,780.      353,370.      MT  (+/- 180 meters Scaled)
 BP0576
 BP0576                          SUPERSEDED SURVEY CONTROL
 BP0576
 BP0576  NGVD 29 (??/??/92) 1596.671  (m)         5238.41   (f) ADJ UNCH    1 1
 BP0576
 BP0576.Superseded values are not recommended for survey control.
 BP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0576.See file dsdata.txt to determine how the superseded data were derived.
 BP0576
 BP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP006884(NAD 83)
 BP0576_MARKER: DB = BENCH MARK DISK
 BP0576_SETTING: 66 = SET IN ROCK OUTCROP
 BP0576_SP_SET: ROCK OUTCROP
 BP0576_STAMPING: Q 1097 1977
 BP0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0576+STABILITY: POSITION/ELEVATION WELL
 BP0576
 BP0576  HISTORY     - Date     Condition        Report By
 BP0576  HISTORY     - 1977     MONUMENTED       NGS
 BP0576  HISTORY     - 1988     GOOD             USPSQD
 BP0576  HISTORY     - 19961007 GOOD             USPSQD
 BP0576  HISTORY     - 20030322 GOOD             USPSQD
 BP0576
 BP0576                          STATION DESCRIPTION
 BP0576
 BP0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0576'7.95 MI NW FROM FORT DAVIS.
 BP0576'ABOUT 5.60 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0576'COURTHOUSE AT FORT DAVIS, THENCE 1.40 MILES NORTHEAST ALONG A
 BP0576'GRAVELED ROAD LEADING TO THE HARVARD UNIVERSITY ASTONOMY STATION,
 BP0576'SET ON THE EAST FACE OF A HILL ON THE WEST SIDE OF THE ROAD, 75 FT.
 BP0576'WEST OF THE CENTER LINE OF ROAD, 15 FT. NORTH OF A CEDAR TREE
 BP0576'THAT IS THE MORE WESTERLY AND HIGHER OF 2 CEDAR TREES ON THE
 BP0576'OUTSIDE OF THE GENTLE CURVE IN THE ROAD.
 BP0576
 BP0576                          STATION RECOVERY (1988)
 BP0576
 BP0576'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0576'RECOVERED IN GOOD CONDITION.
 BP0576
 BP0576                          STATION RECOVERY (1996)
 BP0576
 BP0576'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0576'RECOVERED IN GOOD CONDITION.
 BP0576
 BP0576                          STATION RECOVERY (2003)
 BP0576
 BP0576'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0327 ***********************************************************************
 BQ0327  DESIGNATION -  Q 1098
 BQ0327  PID         -  BQ0327
 BQ0327  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0327  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0327
 BQ0327                         *CURRENT SURVEY CONTROL
 BQ0327  ___________________________________________________________________
 BQ0327* NAD 83(1986)-  30 40 28.     (N)    104 01 12.     (W)     SCALED    
 BQ0327* NAVD 88     -      1997.493  (meters)    6553.44   (feet)  ADJUSTED  
 BQ0327  ___________________________________________________________________
 BQ0327  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0327  DYNAMIC HT  -        1994.042 (meters)    6542.12  (feet)  COMP
 BQ0327  MODELED GRAV-     978,841.0   (mgal)                       NAVD 88
 BQ0327
 BQ0327  VERT ORDER  -  FIRST     CLASS I
 BQ0327
 BQ0327.The horizontal coordinates were scaled from a topographic map and have
 BQ0327.an estimated accuracy of +/- 6 seconds.
 BQ0327
 BQ0327.The orthometric height was determined by differential leveling
 BQ0327.and adjusted by the National Geodetic Survey in June 1991..
 BQ0327
 BQ0327.The geoid height was determined by GEOID03.
 BQ0327
 BQ0327.The dynamic height is computed by dividing the NAVD 88
 BQ0327.geopotential number by the normal gravity value computed on the
 BQ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0327.degrees latitude (g = 980.6199 gals.).
 BQ0327
 BQ0327.The modeled gravity was interpolated from observed gravity values.
 BQ0327
 BQ0327;                    North         East    Units  Estimated Accuracy
 BQ0327;SPC TX C     - 3,117,570.      346,820.      MT  (+/- 180 meters Scaled)
 BQ0327
 BQ0327                          SUPERSEDED SURVEY CONTROL
 BQ0327
 BQ0327  NGVD 29 (??/??/92) 1996.785  (m)         6551.12   (f) ADJ UNCH    1 1
 BQ0327
 BQ0327.Superseded values are not recommended for survey control.
 BQ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0327.See file dsdata.txt to determine how the superseded data were derived.
 BQ0327
 BQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP938939(NAD 83)
 BQ0327_MARKER: DB = BENCH MARK DISK
 BQ0327_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0327_SP_SET: ROCK OUTCROP
 BQ0327_STAMPING: Q 1098 1977
 BQ0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0327+STABILITY: POSITION/ELEVATION WELL
 BQ0327
 BQ0327  HISTORY     - Date     Condition        Report By
 BQ0327  HISTORY     - 1977     MONUMENTED       NGS
 BQ0327  HISTORY     - 1988     GOOD             USPSQD
 BQ0327  HISTORY     - 1989     GOOD             USPSQD
 BQ0327  HISTORY     - 19961007 GOOD             USPSQD
 BQ0327  HISTORY     - 20030322 GOOD             USPSQD
 BQ0327
 BQ0327                          STATION DESCRIPTION
 BQ0327
 BQ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0327'16.50 MI NW FROM FORT DAVIS.
 BQ0327'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0327'COURTHOUSE AT FORT DAVIS, THENCE 1.45 MILES SOUTHEAST ALONG SPUR
 BQ0327'78 FROM ITS JUNCTION WITH 118, ON THE SOUTHEAST SIDE OF HIGHWAY,
 BQ0327'AT THE BASE OF A BOULDER, 27 FT. SOUTH OF THE CENTER LINE OF THE
 BQ0327'HIGHWAY, 12 FT. EAST OF A 1-PIPE CULVERT, 75 FT. EAST OF THE
 BQ0327'NORTHEAST END OF A STEEL GUARD RAIL.
 BQ0327
 BQ0327                          STATION RECOVERY (1988)
 BQ0327
 BQ0327'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0327'RECOVERED IN GOOD CONDITION.
 BQ0327
 BQ0327                          STATION RECOVERY (1989)
 BQ0327
 BQ0327'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0327'RECOVERED IN GOOD CONDITION.
 BQ0327
 BQ0327                          STATION RECOVERY (1996)
 BQ0327
 BQ0327'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0327'RECOVERED IN GOOD CONDITION.
 BQ0327
 BQ0327                          STATION RECOVERY (2003)
 BQ0327
 BQ0327'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0128 ***********************************************************************
 AZ0128  DESIGNATION -  Q 1099
 AZ0128  PID         -  AZ0128
 AZ0128  STATE/COUNTY-  TX/VAL VERDE
 AZ0128  USGS QUAD   -  DEL RIO NE (1972)
 AZ0128
 AZ0128                         *CURRENT SURVEY CONTROL
 AZ0128  ___________________________________________________________________
 AZ0128* NAD 83(1986)-  29 22 42.     (N)    100 49 31.     (W)     SCALED    
 AZ0128* NAVD 88     -       334.190  (meters)    1096.42   (feet)  POSTED    
 AZ0128  ___________________________________________________________________
 AZ0128  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0128  DYNAMIC HT  -         333.700 (meters)    1094.81  (feet)  COMP
 AZ0128  MODELED GRAV-     979,176.1   (mgal)                       NAVD 88
 AZ0128
 AZ0128  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AZ0128
 AZ0128.The horizontal coordinates were scaled from a topographic map and have
 AZ0128.an estimated accuracy of +/- 6 seconds.
 AZ0128
 AZ0128.The orthometric height was determined by differential leveling
 AZ0128.and adjusted by the National Geodetic Survey in 1992..
 AZ0128.No vertical observational check was made to the station.
 AZ0128.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AZ0128.was located on a no-check spur therefore a value was not computed.
 AZ0128
 AZ0128.The geoid height was determined by GEOID03.
 AZ0128
 AZ0128.The dynamic height is computed by dividing the NAVD 88
 AZ0128.geopotential number by the normal gravity value computed on the
 AZ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0128.degrees latitude (g = 980.6199 gals.).
 AZ0128
 AZ0128.The modeled gravity was interpolated from observed gravity values.
 AZ0128
 AZ0128;                    North         East    Units  Estimated Accuracy
 AZ0128;SPC TXSC     - 4,172,610.      422,830.      MT  (+/- 180 meters Scaled)
 AZ0128
 AZ0128                          SUPERSEDED SURVEY CONTROL
 AZ0128
 AZ0128  NGVD 29 (??/??/92)  334.126  (m)         1096.21   (f) ADJ UNCH    1 2
 AZ0128
 AZ0128.Superseded values are not recommended for survey control.
 AZ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0128.See file dsdata.txt to determine how the superseded data were derived.
 AZ0128
 AZ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT228512(NAD 83)
 AZ0128_MARKER: DB = BENCH MARK DISK
 AZ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0128_STAMPING: Q 1099 1957
 AZ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0128+STABILITY: SURFACE MOTION
 AZ0128
 AZ0128  HISTORY     - Date     Condition        Report By
 AZ0128  HISTORY     - 1957     MONUMENTED       CGS
 AZ0128  HISTORY     - 1972     GOOD             NGS
 AZ0128  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0128
 AZ0128                          STATION DESCRIPTION
 AZ0128
 AZ0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AZ0128'5.0 MI E FROM DEL RIO.
 AZ0128'TO REACH FROM THE RAILROAD DEPOT IN DEL RIO, GO NORTH ONE BLOCK ON
 AZ0128'NORTH MAIN STREET, TURN RIGHT, GO EAST ON THE TRUCK ROUTE AND U.S.
 AZ0128'HWY. NO. 90 4.4 MILES, THENCE NORTH ALONG GRADED ROAD 0.15 MILE, EAST
 AZ0128'0.25 MILE, NORTH 0.50 MILE TO BENCH MARK ON THE RIGHT, DIRECTLY ACROSS
 AZ0128'ROAD HOUSE, ABOUT 450 FT. NORTH OF CROSSROADS, 40 FT. EAST OF
 AZ0128'CENTERLINE OF ROAD.  A STANDARD BENCH MARK DISK STAMPED Q 1099 1957,
 AZ0128'SET IN A CONCRETE POST PROJECTING 0.2 FOOT.
 AZ0128
 AZ0128                          STATION RECOVERY (1998)
 AZ0128
 AZ0128'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0206 ***********************************************************************
 CB0206  DESIGNATION -  Q 110
 CB0206  PID         -  CB0206
 CB0206  STATE/COUNTY-  TX/TOM GREEN
 CB0206  USGS QUAD   -  MOUNT NEBO (1978)
 CB0206
 CB0206                         *CURRENT SURVEY CONTROL
 CB0206  ___________________________________________________________________
 CB0206* NAD 83(1986)-  31 35 20.     (N)    100 36 55.     (W)     SCALED    
 CB0206* NAVD 88     -       607.210  (meters)    1992.15   (feet)  ADJUSTED  
 CB0206  ___________________________________________________________________
 CB0206  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CB0206  DYNAMIC HT  -         606.388 (meters)    1989.46  (feet)  COMP
 CB0206  MODELED GRAV-     979,267.3   (mgal)                       NAVD 88
 CB0206
 CB0206  VERT ORDER  -  FIRST     CLASS II
 CB0206
 CB0206.The horizontal coordinates were scaled from a topographic map and have
 CB0206.an estimated accuracy of +/- 6 seconds.
 CB0206
 CB0206.The orthometric height was determined by differential leveling
 CB0206.and adjusted by the National Geodetic Survey in June 1991..
 CB0206
 CB0206.The geoid height was determined by GEOID03.
 CB0206
 CB0206.The dynamic height is computed by dividing the NAVD 88
 CB0206.geopotential number by the normal gravity value computed on the
 CB0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0206.degrees latitude (g = 980.6199 gals.).
 CB0206
 CB0206.The modeled gravity was interpolated from observed gravity values.
 CB0206
 CB0206;                    North         East    Units  Estimated Accuracy
 CB0206;SPC TX C     - 3,213,130.      673,240.      MT  (+/- 180 meters Scaled)
 CB0206
 CB0206                          SUPERSEDED SURVEY CONTROL
 CB0206
 CB0206  NGVD 29 (??/??/92)  607.043  (m)         1991.61   (f) ADJ UNCH    1 2
 CB0206
 CB0206.Superseded values are not recommended for survey control.
 CB0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0206.See file dsdata.txt to determine how the superseded data were derived.
 CB0206
 CB0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV467960(NAD 83)
 CB0206_MARKER: DB = BENCH MARK DISK
 CB0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0206_SP_SET: MONUMENT
 CB0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0206
 CB0206  HISTORY     - Date     Condition        Report By
 CB0206  HISTORY     - UNK      MONUMENTED       CGS
 CB0206  HISTORY     - 1933     GOOD             NGS
 CB0206  HISTORY     - 1956     MARK NOT FOUND   USGS
 CB0206
 CB0206                          STATION DESCRIPTION
 CB0206
 CB0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0206'1.8 MI SE FROM CARLSBAD.
 CB0206'AT MILE POST 86, 48 FEET NORTH OF CENTERLINE OF RAILROAD, 36 FEET
 CB0206'SOUTH OF CENTERLINE OF HIGHWAY.
 CB0206
 CB0206                          STATION RECOVERY (1956)
 CB0206
 CB0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CB0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1227 ***********************************************************************
 AY1227  DESIGNATION -  Q 1100
 AY1227  PID         -  AY1227
 AY1227  STATE/COUNTY-  TX/MEDINA
 AY1227  USGS QUAD   -  D'HANIS (1970)
 AY1227
 AY1227                         *CURRENT SURVEY CONTROL
 AY1227  ___________________________________________________________________
 AY1227* NAD 83(1986)-  29 22 02.     (N)    099 20 51.     (W)     SCALED    
 AY1227* NAVD 88     -       328.787  (meters)    1078.70   (feet)  POSTED    
 AY1227  ___________________________________________________________________
 AY1227  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AY1227  DYNAMIC HT  -         328.310 (meters)    1077.13  (feet)  COMP
 AY1227  MODELED GRAV-     979,177.2   (mgal)                       NAVD 88
 AY1227
 AY1227  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1227
 AY1227.The horizontal coordinates were scaled from a topographic map and have
 AY1227.an estimated accuracy of +/- 6 seconds.
 AY1227
 AY1227.The orthometric height was determined by differential leveling
 AY1227.and adjusted by the National Geodetic Survey in 1992..
 AY1227.No vertical observational check was made to the station.
 AY1227.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1227.was located on a no-check spur therefore a value was not computed.
 AY1227
 AY1227.The geoid height was determined by GEOID03.
 AY1227
 AY1227.The dynamic height is computed by dividing the NAVD 88
 AY1227.geopotential number by the normal gravity value computed on the
 AY1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1227.degrees latitude (g = 980.6199 gals.).
 AY1227
 AY1227.The modeled gravity was interpolated from observed gravity values.
 AY1227
 AY1227;                    North         East    Units  Estimated Accuracy
 AY1227;SPC TXSC     - 4,170,050.      566,270.      MT  (+/- 180 meters Scaled)
 AY1227
 AY1227                          SUPERSEDED SURVEY CONTROL
 AY1227
 AY1227  NGVD 29 (??/??/92)  328.660  (m)         1078.28   (f) ADJ UNCH    1 2
 AY1227
 AY1227.Superseded values are not recommended for survey control.
 AY1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1227.See file dsdata.txt to determine how the superseded data were derived.
 AY1227
 AY1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT662487(NAD 83)
 AY1227_MARKER: DB = BENCH MARK DISK
 AY1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1227_STAMPING: Q 1100 1957
 AY1227_MARK LOGO: CGS   
 AY1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1227+STABILITY: SURFACE MOTION
 AY1227
 AY1227  HISTORY     - Date     Condition        Report By
 AY1227  HISTORY     - 1957     MONUMENTED       CGS
 AY1227  HISTORY     - 1982     GOOD             NGS
 AY1227  HISTORY     - 19950519 GOOD             USPSQD
 AY1227  HISTORY     - 20011113 GOOD             USPSQD
 AY1227
 AY1227                          STATION DESCRIPTION
 AY1227
 AY1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1227'8.45 MI NE FROM SABINAL.
 AY1227'ABOUT 7.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1227'STATION AT SABINAL, THENCE 0.85 MILE NORTH ALONG A ROAD LEADING TO
 AY1227'GLASSCOCK AUXILIARY AIRFIELD, WEST AND ACROSS THE ROAD FROM A CLEACHY
 AY1227'PIT, IN LINE WITH A T FENCE LEADING EAST FROM THE EAST SIDE OF THE
 AY1227'ROAD, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 18 FEET EAST OF A
 AY1227'FORKED 14-INCH OAK TREE, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH
 AY1227'OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH
 AY1227'PROJECTS 6-INCHES.
 AY1227
 AY1227                          STATION RECOVERY (1982)
 AY1227
 AY1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1227'MARK RECOVERED THIS DATE, NOT LEVELED TO, OFF MAIN LINE.
 AY1227
 AY1227                          STATION RECOVERY (1995)
 AY1227
 AY1227'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1227'RECOVERED IN GOOD CONDITION.
 AY1227
 AY1227                          STATION RECOVERY (2001)
 AY1227
 AY1227'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0296 ***********************************************************************
 BP0296  DESIGNATION -  Q 1102
 BP0296  PID         -  BP0296
 BP0296  STATE/COUNTY-  TX/BREWSTER
 BP0296  USGS QUAD   -  MARATHON (1983)
 BP0296
 BP0296                         *CURRENT SURVEY CONTROL
 BP0296  ___________________________________________________________________
 BP0296* NAD 83(1986)-  30 12 21.     (N)    103 09 47.     (W)     SCALED    
 BP0296* NAVD 88     -      1259.952  (meters)    4133.69   (feet)  ADJUSTED  
 BP0296  ___________________________________________________________________
 BP0296  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 BP0296  DYNAMIC HT  -        1257.892 (meters)    4126.93  (feet)  COMP
 BP0296  MODELED GRAV-     978,963.3   (mgal)                       NAVD 88
 BP0296
 BP0296  VERT ORDER  -  FIRST     CLASS II
 BP0296
 BP0296.The horizontal coordinates were scaled from a topographic map and have
 BP0296.an estimated accuracy of +/- 6 seconds.
 BP0296
 BP0296.The orthometric height was determined by differential leveling
 BP0296.and adjusted by the National Geodetic Survey in June 1991..
 BP0296
 BP0296.The geoid height was determined by GEOID03.
 BP0296
 BP0296.The dynamic height is computed by dividing the NAVD 88
 BP0296.geopotential number by the normal gravity value computed on the
 BP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0296.degrees latitude (g = 980.6199 gals.).
 BP0296
 BP0296.The modeled gravity was interpolated from observed gravity values.
 BP0296
 BP0296;                    North         East    Units  Estimated Accuracy
 BP0296;SPC TXSC     - 4,270,080.      199,250.      MT  (+/- 180 meters Scaled)
 BP0296
 BP0296                          SUPERSEDED SURVEY CONTROL
 BP0296
 BP0296  NGVD 29 (??/??/92) 1259.549  (m)         4132.37   (f) ADJ UNCH    1 2
 BP0296
 BP0296.Superseded values are not recommended for survey control.
 BP0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0296.See file dsdata.txt to determine how the superseded data were derived.
 BP0296
 BP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP768430(NAD 83)
 BP0296_MARKER: DB = BENCH MARK DISK
 BP0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0296_STAMPING: Q 1102 1957
 BP0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0296+STABILITY: SURFACE MOTION
 BP0296
 BP0296  HISTORY     - Date     Condition        Report By
 BP0296  HISTORY     - 1957     MONUMENTED       CGS
 BP0296  HISTORY     - 20010331 GOOD             NGS
 BP0296
 BP0296                          STATION DESCRIPTION
 BP0296
 BP0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0296'5.0 MI E FROM MARATHON.
 BP0296'ABOUT 5.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0296'STATION AT MARATHON, 18 FEET SOUTHWEST OF MILEPOST 571, 51 1/2 FEET
 BP0296'SOUTH OF THE SOUTH RAIL, 3 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE,
 BP0296'2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 BP0296'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BP0296'INCHES.
 BP0296
 BP0296                          STATION RECOVERY (2001)
 BP0296
 BP0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0296'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0365 ***********************************************************************
 BP0365  DESIGNATION -  Q 1103
 BP0365  PID         -  BP0365
 BP0365  STATE/COUNTY-  TX/BREWSTER
 BP0365  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0365
 BP0365                         *CURRENT SURVEY CONTROL
 BP0365  ___________________________________________________________________
 BP0365* NAD 83(1986)-  30 21 56.     (N)    103 37 34.     (W)     SCALED    
 BP0365* NAVD 88     -      1361.924  (meters)    4468.25   (feet)  ADJUSTED  
 BP0365  ___________________________________________________________________
 BP0365  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 BP0365  DYNAMIC HT  -        1359.717 (meters)    4461.00  (feet)  COMP
 BP0365  MODELED GRAV-     978,973.2   (mgal)                       NAVD 88
 BP0365
 BP0365  VERT ORDER  -  FIRST     CLASS II
 BP0365
 BP0365.The horizontal coordinates were scaled from a topographic map and have
 BP0365.an estimated accuracy of +/- 6 seconds.
 BP0365
 BP0365.The orthometric height was determined by differential leveling
 BP0365.and adjusted by the National Geodetic Survey in June 1991..
 BP0365.WARNING-Repeat measurements at this control monument indicate possible
 BP0365.vertical movement.
 BP0365
 BP0365.The geoid height was determined by GEOID03.
 BP0365
 BP0365.The dynamic height is computed by dividing the NAVD 88
 BP0365.geopotential number by the normal gravity value computed on the
 BP0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0365.degrees latitude (g = 980.6199 gals.).
 BP0365
 BP0365.The modeled gravity was interpolated from observed gravity values.
 BP0365
 BP0365;                    North         East    Units  Estimated Accuracy
 BP0365;SPC TXSC     - 4,289,450.      155,390.      MT  (+/- 180 meters Scaled)
 BP0365
 BP0365                          SUPERSEDED SURVEY CONTROL
 BP0365
 BP0365  NGVD 29 (??/??/92) 1361.463  (m)         4466.73   (f) ADJ UNCH    1 2
 BP0365
 BP0365.Superseded values are not recommended for survey control.
 BP0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0365.See file dsdata.txt to determine how the superseded data were derived.
 BP0365
 BP0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP320600(NAD 83)
 BP0365_MARKER: DB = BENCH MARK DISK
 BP0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0365_STAMPING: Q 1103 1957
 BP0365_MARK LOGO: CGS   
 BP0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0365+STABILITY: SURFACE MOTION
 BP0365
 BP0365  HISTORY     - Date     Condition        Report By
 BP0365  HISTORY     - 1957     MONUMENTED       CGS
 BP0365  HISTORY     - 1981     GOOD             NGS
 BP0365
 BP0365                          STATION DESCRIPTION
 BP0365
 BP0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0365'2.2 MI NE FROM ALPINE.
 BP0365'ABOUT 2.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0365'FROM THE STATION AT ALPINE, 91 FEET NORTH OF AND ACROSS THE TRACK FROM
 BP0365'MILEPOST 605, 29 FEET NORTH-NORTHWEST OF THE NEAR RAIL OF THE MAIN
 BP0365'TRACK, 73 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD,
 BP0365'26 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHEAST OF A WHITE
 BP0365'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A
 BP0365'CONCRETE POST PROJECTING 5 INCHES.
 BP0365
 BP0365                          STATION RECOVERY (1981)
 BP0365
 BP0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0365'RECOVERED IN GOOD CONDITION IN L16713.  ADD=IN THE CENTER OF A SMALL
 BP0365'TURN AROUND, 2.9 METERS (9.5 FT) NORTH-NORTHEAST OF A METAL WITNESS
 BP0365'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0097 ***********************************************************************
 BQ0097  DESIGNATION -  Q 1104 RESET 1958
 BQ0097  PID         -  BQ0097
 BQ0097  STATE/COUNTY-  TX/PRESIDIO
 BQ0097  USGS QUAD   -  BURRO DRAW (1983)
 BQ0097
 BQ0097                         *CURRENT SURVEY CONTROL
 BQ0097  ___________________________________________________________________
 BQ0097* NAD 83(1986)-  30 22 31.     (N)    104 13 25.     (W)     SCALED    
 BQ0097* NAVD 88     -      1492.624  (meters)    4897.05   (feet)  ADJUSTED  
 BQ0097  ___________________________________________________________________
 BQ0097  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BQ0097  DYNAMIC HT  -        1490.118 (meters)    4888.83  (feet)  COMP
 BQ0097  MODELED GRAV-     978,910.0   (mgal)                       NAVD 88
 BQ0097
 BQ0097  VERT ORDER  -  FIRST     CLASS II
 BQ0097
 BQ0097.The horizontal coordinates were scaled from a topographic map and have
 BQ0097.an estimated accuracy of +/- 6 seconds.
 BQ0097
 BQ0097.The orthometric height was determined by differential leveling
 BQ0097.and adjusted by the National Geodetic Survey in June 1991..
 BQ0097.WARNING-Repeat measurements at this control monument indicate possible
 BQ0097.vertical movement.
 BQ0097
 BQ0097.The geoid height was determined by GEOID03.
 BQ0097
 BQ0097.The dynamic height is computed by dividing the NAVD 88
 BQ0097.geopotential number by the normal gravity value computed on the
 BQ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0097.degrees latitude (g = 980.6199 gals.).
 BQ0097
 BQ0097.The modeled gravity was interpolated from observed gravity values.
 BQ0097
 BQ0097;                    North         East    Units  Estimated Accuracy
 BQ0097;SPC TXSC     - 4,292,940.       98,050.      MT  (+/- 180 meters Scaled)
 BQ0097
 BQ0097                          SUPERSEDED SURVEY CONTROL
 BQ0097
 BQ0097.No superseded survey control is available for this station.
 BQ0097
 BQ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP745606(NAD 83)
 BQ0097_MARKER: DB = BENCH MARK DISK
 BQ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0097_STAMPING: Q 1104 RESET 1958
 BQ0097_MARK LOGO: CGS   
 BQ0097_PROJECTION: PROJECTING 15 CENTIMETERS
 BQ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0097+STABILITY: SURFACE MOTION
 BQ0097
 BQ0097  HISTORY     - Date     Condition        Report By
 BQ0097  HISTORY     - 1958     MONUMENTED       CGS
 BQ0097  HISTORY     - 1981     GOOD             NGS
 BQ0097  HISTORY     - 1990     GOOD             USPSQD
 BQ0097  HISTORY     - 19961009 GOOD             USPSQD
 BQ0097
 BQ0097                          STATION DESCRIPTION
 BQ0097
 BQ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0097'13.35 MI NW FROM MARFA.
 BQ0097'ABOUT 13.35 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0097'FROM THE STATION AT MARFA, 5 1/2 FEET WEST OF THE 2ND POLE WEST OF
 BQ0097'MILEPOST 646, 42 FEET SOUTH OF THE SOUTH RAIL, 65 FEET NORTH OF THE
 BQ0097'CENTER LINE OF U. S. HIGHWAY 90, 2 FEET EAST OF A WHITE WOODEN WITNESS
 BQ0097'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BQ0097'CONCRETE POST PROJECTING 5 INCHES.
 BQ0097
 BQ0097                          STATION RECOVERY (1981)
 BQ0097
 BQ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0097'21.5 KM (13.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0097'JUNCTION WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 0.2 KM
 BQ0097'(0.1 MI) NORTHWEST OF RAILROAD MILE POST 646, 19.8 METERS (65.0 FT)
 BQ0097'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 12.8 METERS
 BQ0097'(42.0 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 BQ0097'RAILROAD.
 BQ0097'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 BQ0097'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0097
 BQ0097                          STATION RECOVERY (1990)
 BQ0097
 BQ0097'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0097'RECOVERED IN GOOD CONDITION.
 BQ0097
 BQ0097                          STATION RECOVERY (1996)
 BQ0097
 BQ0097'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0134 ***********************************************************************
 BP0134  DESIGNATION -  Q 1105
 BP0134  PID         -  BP0134
 BP0134  STATE/COUNTY-  TX/BREWSTER
 BP0134  USGS QUAD   -  LONGFELLOW (1968)
 BP0134
 BP0134                         *CURRENT SURVEY CONTROL
 BP0134  ___________________________________________________________________
 BP0134* NAD 83(1986)-  30 08 37.     (N)    102 41 47.     (W)     SCALED    
 BP0134* NAVD 88     -      1070.041  (meters)    3510.63   (feet)  ADJUSTED  
 BP0134  ___________________________________________________________________
 BP0134  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BP0134  DYNAMIC HT  -        1068.340 (meters)    3505.05  (feet)  COMP
 BP0134  MODELED GRAV-     979,015.3   (mgal)                       NAVD 88
 BP0134
 BP0134  VERT ORDER  -  FIRST     CLASS II
 BP0134
 BP0134.The horizontal coordinates were scaled from a topographic map and have
 BP0134.an estimated accuracy of +/- 6 seconds.
 BP0134
 BP0134.The orthometric height was determined by differential leveling
 BP0134.and adjusted by the National Geodetic Survey in June 1991..
 BP0134
 BP0134.The geoid height was determined by GEOID03.
 BP0134
 BP0134.The dynamic height is computed by dividing the NAVD 88
 BP0134.geopotential number by the normal gravity value computed on the
 BP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0134.degrees latitude (g = 980.6199 gals.).
 BP0134
 BP0134.The modeled gravity was interpolated from observed gravity values.
 BP0134
 BP0134;                    North         East    Units  Estimated Accuracy
 BP0134;SPC TXSC     - 4,261,680.      243,940.      MT  (+/- 180 meters Scaled)
 BP0134
 BP0134                          SUPERSEDED SURVEY CONTROL
 BP0134
 BP0134  NGVD 29 (??/??/92) 1069.719  (m)         3509.57   (f) ADJ UNCH    1 2
 BP0134
 BP0134.Superseded values are not recommended for survey control.
 BP0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0134.See file dsdata.txt to determine how the superseded data were derived.
 BP0134
 BP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP218369(NAD 83)
 BP0134_MARKER: DB = BENCH MARK DISK
 BP0134_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0134_SP_SET: 36 FEET
 BP0134_STAMPING: Q 1105 1957
 BP0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0134
 BP0134  HISTORY     - Date     Condition        Report By
 BP0134  HISTORY     - 1957     MONUMENTED       CGS
 BP0134  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0134
 BP0134                          STATION DESCRIPTION
 BP0134
 BP0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0134'3.85 MI W FROM LONGFELLOW.
 BP0134'ABOUT 3.85 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0134'THE SECTION FOREMANS HOUSE AT LONGFELLOW, 122 FEET WEST OF AND ACROSS
 BP0134'THE TRACK FROM MILEPOST 536, 29 FEET NORTHWEST OF THE NORTHWEST RAIL,
 BP0134'84 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 31 1/2 FEET
 BP0134'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1 1/2 FEET
 BP0134'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 BP0134'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BP0134'WHICH IS DRIVEN TO A DEPTH OF 36 FEET AND IS ENCASED IN A 4-INCH TILE
 BP0134'PROJECTING 7 INCHES.
 BP0134
 BP0134                          STATION RECOVERY (1981)
 BP0134
 BP0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0055 ***********************************************************************
 BP0055  DESIGNATION -  Q 1106
 BP0055  PID         -  BP0055
 BP0055  STATE/COUNTY-  TX/TERRELL
 BP0055  USGS QUAD   -  SANDERSON SE (1969)
 BP0055
 BP0055                         *CURRENT SURVEY CONTROL
 BP0055  ___________________________________________________________________
 BP0055* NAD 83(1986)-  30 06 17.     (N)    102 19 41.     (W)     SCALED    
 BP0055* NAVD 88     -       761.947  (meters)    2499.82   (feet)  ADJUSTED  
 BP0055  ___________________________________________________________________
 BP0055  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BP0055  DYNAMIC HT  -         760.788 (meters)    2496.02  (feet)  COMP
 BP0055  MODELED GRAV-     979,095.2   (mgal)                       NAVD 88
 BP0055
 BP0055  VERT ORDER  -  FIRST     CLASS II
 BP0055
 BP0055.The horizontal coordinates were scaled from a topographic map and have
 BP0055.an estimated accuracy of +/- 6 seconds.
 BP0055
 BP0055.The orthometric height was determined by differential leveling
 BP0055.and adjusted by the National Geodetic Survey in June 1991..
 BP0055
 BP0055.The geoid height was determined by GEOID03.
 BP0055
 BP0055.The dynamic height is computed by dividing the NAVD 88
 BP0055.geopotential number by the normal gravity value computed on the
 BP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0055.degrees latitude (g = 980.6199 gals.).
 BP0055
 BP0055.The modeled gravity was interpolated from observed gravity values.
 BP0055
 BP0055;                    North         East    Units  Estimated Accuracy
 BP0055;SPC TXSC     - 4,256,300.      279,280.      MT  (+/- 180 meters Scaled)
 BP0055
 BP0055                          SUPERSEDED SURVEY CONTROL
 BP0055
 BP0055  NGVD 29 (??/??/92)  761.717  (m)         2499.07   (f) ADJ UNCH    1 2
 BP0055
 BP0055.Superseded values are not recommended for survey control.
 BP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0055.See file dsdata.txt to determine how the superseded data were derived.
 BP0055
 BP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP574334(NAD 83)
 BP0055_MARKER: DB = BENCH MARK DISK
 BP0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0055_SP_SET: CONCRETE BASE
 BP0055_STAMPING: Q 1106 1957
 BP0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0055
 BP0055  HISTORY     - Date     Condition        Report By
 BP0055  HISTORY     - 1957     MONUMENTED       CGS
 BP0055  HISTORY     - 1958     GOOD             NGS
 BP0055
 BP0055                          STATION DESCRIPTION
 BP0055
 BP0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0055'7.6 MI SE FROM SANDERSON.
 BP0055'ABOUT 7.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0055'FROM THE STATION AT SANDERSON, IN THE TOP OF THE NORTH END OF THE WEST
 BP0055'CONCRETE BASE OF BRIDGE NUMBER 499.27, 5 1/2 FEET NORTH OF THE NORTH
 BP0055'RAIL, 3 1/2 BELOW THE TOP OF THE ABUTMENT, AND ABOUT 4 1/2 FEET BELOW
 BP0055'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0224 ***********************************************************************
 BQ0224  DESIGNATION -  Q 1108
 BQ0224  PID         -  BQ0224
 BQ0224  STATE/COUNTY-  TX/CULBERSON
 BQ0224  USGS QUAD   -  BASS CANYON (1972)
 BQ0224
 BQ0224                         *CURRENT SURVEY CONTROL
 BQ0224  ___________________________________________________________________
 BQ0224* NAD 83(1986)-  30 56 49.     (N)    104 53 24.     (W)     SCALED    
 BQ0224* NAVD 88     -      1265.980  (meters)    4153.47   (feet)  ADJUSTED  
 BQ0224  ___________________________________________________________________
 BQ0224  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BQ0224  DYNAMIC HT  -        1263.972 (meters)    4146.88  (feet)  COMP
 BQ0224  MODELED GRAV-     979,010.7   (mgal)                       NAVD 88
 BQ0224
 BQ0224  VERT ORDER  -  FIRST     CLASS II
 BQ0224
 BQ0224.The horizontal coordinates were scaled from a topographic map and have
 BQ0224.an estimated accuracy of +/- 6 seconds.
 BQ0224
 BQ0224.The orthometric height was determined by differential leveling
 BQ0224.and adjusted by the National Geodetic Survey in June 1991..
 BQ0224
 BQ0224.The geoid height was determined by GEOID03.
 BQ0224
 BQ0224.The dynamic height is computed by dividing the NAVD 88
 BQ0224.geopotential number by the normal gravity value computed on the
 BQ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0224.degrees latitude (g = 980.6199 gals.).
 BQ0224
 BQ0224.The modeled gravity was interpolated from observed gravity values.
 BQ0224
 BQ0224;                    North         East    Units  Estimated Accuracy
 BQ0224;SPC TX C     - 3,150,840.      264,750.      MT  (+/- 180 meters Scaled)
 BQ0224
 BQ0224                          SUPERSEDED SURVEY CONTROL
 BQ0224
 BQ0224  NGVD 29 (??/??/92) 1265.452  (m)         4151.74   (f) ADJ UNCH    1 2
 BQ0224
 BQ0224.Superseded values are not recommended for survey control.
 BQ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0224.See file dsdata.txt to determine how the superseded data were derived.
 BQ0224
 BQ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ105237(NAD 83)
 BQ0224_MARKER: DB = BENCH MARK DISK
 BQ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0224_STAMPING: Q 1108 1957
 BQ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0224+STABILITY: SURFACE MOTION
 BQ0224
 BQ0224  HISTORY     - Date     Condition        Report By
 BQ0224  HISTORY     - 1957     MONUMENTED       CGS
 BQ0224
 BQ0224                          STATION DESCRIPTION
 BQ0224
 BQ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0224'8.4 MI NW FROM LOBO.
 BQ0224'ABOUT 8.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0224'FROM THE COUNTY ROAD CROSSING AT LOBO, ABOUT 9.7 MILES SOUTHEAST OF
 BQ0224'THE COUNTY ROAD CROSSING AT HOT WELLS, 33 FEET EAST-NORTHEAST OF
 BQ0224'MILEPOST 704, 49 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE MAIN
 BQ0224'TRACK, 0.1 MILE SOUTHWEST OF THE COLLADO SIDING SIGN, 2 FEET SOUTHEAST
 BQ0224'OF A FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BQ0224'LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BQ0224'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0076 ***********************************************************************
 BQ0076  DESIGNATION -  Q 1109 RESET 1958
 BQ0076  PID         -  BQ0076
 BQ0076  STATE/COUNTY-  TX/PRESIDIO
 BQ0076  USGS QUAD   -  RYAN (1983)
 BQ0076
 BQ0076                         *CURRENT SURVEY CONTROL
 BQ0076  ___________________________________________________________________
 BQ0076* NAD 83(1986)-  30 28 10.     (N)    104 20 58.     (W)     SCALED    
 BQ0076* NAVD 88     -      1431.126  (meters)    4695.29   (feet)  ADJUSTED  
 BQ0076  ___________________________________________________________________
 BQ0076  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BQ0076  DYNAMIC HT  -        1428.735 (meters)    4687.44  (feet)  COMP
 BQ0076  MODELED GRAV-     978,920.9   (mgal)                       NAVD 88
 BQ0076
 BQ0076  VERT ORDER  -  FIRST     CLASS II
 BQ0076
 BQ0076.The horizontal coordinates were scaled from a topographic map and have
 BQ0076.an estimated accuracy of +/- 6 seconds.
 BQ0076
 BQ0076.The orthometric height was determined by differential leveling
 BQ0076.and adjusted by the National Geodetic Survey in June 1991..
 BQ0076
 BQ0076.The geoid height was determined by GEOID03.
 BQ0076
 BQ0076.The dynamic height is computed by dividing the NAVD 88
 BQ0076.geopotential number by the normal gravity value computed on the
 BQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0076.degrees latitude (g = 980.6199 gals.).
 BQ0076
 BQ0076.The modeled gravity was interpolated from observed gravity values.
 BQ0076
 BQ0076;                    North         East    Units  Estimated Accuracy
 BQ0076;SPC TXSC     - 4,303,920.       86,450.      MT  (+/- 180 meters Scaled)
 BQ0076
 BQ0076                          SUPERSEDED SURVEY CONTROL
 BQ0076
 BQ0076.No superseded survey control is available for this station.
 BQ0076
 BQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP624709(NAD 83)
 BQ0076_MARKER: DB = BENCH MARK DISK
 BQ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0076_STAMPING: Q 1109 RESET 1958
 BQ0076_MARK LOGO: CGS   
 BQ0076_PROJECTION: PROJECTING 15 CENTIMETERS
 BQ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0076+STABILITY: SURFACE MOTION
 BQ0076
 BQ0076  HISTORY     - Date     Condition        Report By
 BQ0076  HISTORY     - 1958     MONUMENTED       CGS
 BQ0076  HISTORY     - 1981     GOOD             NGS
 BQ0076  HISTORY     - 1990     GOOD             USPSQD
 BQ0076  HISTORY     - 19961009 GOOD             USPSQD
 BQ0076
 BQ0076                          STATION DESCRIPTION
 BQ0076
 BQ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0076'11.7 MI SE FROM VALENTINE.
 BQ0076'ABOUT 11.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0076'FROM THE STATION AT VALENTINE, 12 FEET NORTHWEST OF THE 3RD POLE
 BQ0076'NORTHWEST OF MILEPOST 656, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 BQ0076'116 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90, 3 RAILS
 BQ0076'SOUTHEAST OF A SMALL WOODEN BRIDGE, 2 FEET NORTHWEST OF A WHITE WOODEN
 BQ0076'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BQ0076'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0076
 BQ0076                          STATION RECOVERY (1981)
 BQ0076
 BQ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0076'19.5 KM (12.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0076'IN VALENTINE, 0.2 KM (0.1 MI) NORTHWEST OF RAILROAD MILE POST 656,
 BQ0076'43.0 METERS (144.0 FT) EAST OF THE SOUTHEAST CORNER OF A 3-CHANNEL
 BQ0076'CONCRETE CULVERT, 38.7 METERS (127.0 FT) SOUTH-SOUTHEAST OF THE
 BQ0076'SOUTHWEST CORNER OF WOODEN RAILROAD BRIDGE NUMBER 656.10, 35.4 METERS
 BQ0076'(116.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 12.8 METERS
 BQ0076'(42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 BQ0076'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0076'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0076
 BQ0076                          STATION RECOVERY (1990)
 BQ0076
 BQ0076'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0076'RECOVERED IN GOOD CONDITION.
 BQ0076
 BQ0076                          STATION RECOVERY (1996)
 BQ0076
 BQ0076'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0306 ***********************************************************************
 CB0306  DESIGNATION -  Q 111
 CB0306  PID         -  CB0306
 CB0306  STATE/COUNTY-  TX/GLASSCOCK
 CB0306  USGS QUAD   -  GARDEN CITY NE (1963)
 CB0306
 CB0306                         *CURRENT SURVEY CONTROL
 CB0306  ___________________________________________________________________
 CB0306* NAD 83(1986)-  31 59 35.     (N)    101 16 18.     (W)     SCALED    
 CB0306* NAVD 88     -       779.579  (meters)    2557.67   (feet)  ADJUSTED  
 CB0306  ___________________________________________________________________
 CB0306  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0306  DYNAMIC HT  -         778.512 (meters)    2554.17  (feet)  COMP
 CB0306  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 CB0306
 CB0306  VERT ORDER  -  FIRST     CLASS II
 CB0306
 CB0306.The horizontal coordinates were scaled from a topographic map and have
 CB0306.an estimated accuracy of +/- 6 seconds.
 CB0306
 CB0306.The orthometric height was determined by differential leveling
 CB0306.and adjusted by the National Geodetic Survey in June 1991..
 CB0306
 CB0306.The geoid height was determined by GEOID03.
 CB0306
 CB0306.The dynamic height is computed by dividing the NAVD 88
 CB0306.geopotential number by the normal gravity value computed on the
 CB0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0306.degrees latitude (g = 980.6199 gals.).
 CB0306
 CB0306.The modeled gravity was interpolated from observed gravity values.
 CB0306
 CB0306;                    North         East    Units  Estimated Accuracy
 CB0306;SPC TX C     - 3,258,280.      611,330.      MT  (+/- 180 meters Scaled)
 CB0306
 CB0306                          SUPERSEDED SURVEY CONTROL
 CB0306
 CB0306  NGVD 29 (??/??/92)  779.34   (m)         2556.9    (f) COMPUTED    1 2
 CB0306
 CB0306.Superseded values are not recommended for survey control.
 CB0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0306.See file dsdata.txt to determine how the superseded data were derived.
 CB0306
 CB0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA853419(NAD 83)
 CB0306_MARKER: DB = BENCH MARK DISK
 CB0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0306+STABILITY: SURFACE MOTION
 CB0306
 CB0306  HISTORY     - Date     Condition        Report By
 CB0306  HISTORY     - UNK      MONUMENTED       CGS
 CB0306  HISTORY     - 1933     GOOD             NGS
 CB0306  HISTORY     - 1935     GOOD             NGS
 CB0306
 CB0306                          STATION DESCRIPTION
 CB0306
 CB0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0306'21.3 MI NW FROM STERLING CITY.
 CB0306'0.6 MILES NORTHWEST OF COUNTY LINE, 0.2 MILES EAST OF CURVE, 30 FEET
 CB0306'EAST OF CENTER LINE OF HIGHWAY.
 CB0306
 CB0306                          STATION RECOVERY (1935)
 CB0306
 CB0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0307 ***********************************************************************
 CB0307  DESIGNATION -  Q 111 RESET
 CB0307  PID         -  CB0307
 CB0307  STATE/COUNTY-  TX/STERLING
 CB0307  USGS QUAD   -  GARDEN CITY NE (1963)
 CB0307
 CB0307                         *CURRENT SURVEY CONTROL
 CB0307  ___________________________________________________________________
 CB0307* NAD 83(1986)-  31 59 35.     (N)    101 16 18.     (W)     SCALED    
 CB0307* NAVD 88     -       779.59   (+/-2cm)    2557.7    (feet)  VERTCON   
 CB0307  ___________________________________________________________________
 CB0307  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0307
 CB0307  VERT ORDER  -  THIRD (See Below)
 CB0307
 CB0307.The horizontal coordinates were scaled from a topographic map and have
 CB0307.an estimated accuracy of +/- 6 seconds.
 CB0307
 CB0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0307.The vertical order pertains to the NGVD 29 superseded value.
 CB0307
 CB0307.The geoid height was determined by GEOID03.
 CB0307
 CB0307;                    North         East    Units  Estimated Accuracy
 CB0307;SPC TX C     - 3,258,280.      611,330.      MT  (+/- 180 meters Scaled)
 CB0307
 CB0307                          SUPERSEDED SURVEY CONTROL
 CB0307
 CB0307  NGVD 29 (??/??/??)  779.35   (m)         2556.9    (f) RESET       3  
 CB0307
 CB0307.Superseded values are not recommended for survey control.
 CB0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0307.See file dsdata.txt to determine how the superseded data were derived.
 CB0307
 CB0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA853419(NAD 83)
 CB0307_MARKER: DB = BENCH MARK DISK
 CB0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0307_STAMPING: Q 111 RESET 1936
 CB0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0307+STABILITY: SURFACE MOTION
 CB0307
 CB0307  HISTORY     - Date     Condition        Report By
 CB0307  HISTORY     - 1936     MONUMENTED       TXHD
 CB0307
 CB0307                          STATION DESCRIPTION
 CB0307
 CB0307'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1936
 CB0307'21.3 MI NW FROM STERLING CITY.
 CB0307'IN GLASSCOCK COUNTY, 21.3 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM
 CB0307'STERLING COUNTY, 0.4 MILE NORTHWEST OF THE STERLNG-GLASSCOCK COUNTY
 CB0307'LINE, AND AT THE JUNCTION OF THE OLD AND NEW HIGHWAYS.  A STANDARD
 CB0307'DISK, STAMPED Q 111 RESET 1936
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0263 ***********************************************************************
 BQ0263  DESIGNATION -  Q 1110
 BQ0263  PID         -  BQ0263
 BQ0263  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0263  USGS QUAD   -  CHISPA (1972)
 BQ0263
 BQ0263                         *CURRENT SURVEY CONTROL
 BQ0263  ___________________________________________________________________
 BQ0263* NAD 83(1986)-  30 42 52.     (N)    104 39 31.     (W)     SCALED    
 BQ0263* NAVD 88     -      1262.516  (meters)    4142.10   (feet)  ADJUSTED  
 BQ0263  ___________________________________________________________________
 BQ0263  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BQ0263  DYNAMIC HT  -        1260.478 (meters)    4135.42  (feet)  COMP
 BQ0263  MODELED GRAV-     978,983.4   (mgal)                       NAVD 88
 BQ0263
 BQ0263  VERT ORDER  -  FIRST     CLASS II
 BQ0263
 BQ0263.The horizontal coordinates were scaled from a topographic map and have
 BQ0263.an estimated accuracy of +/- 6 seconds.
 BQ0263
 BQ0263.The orthometric height was determined by differential leveling
 BQ0263.and adjusted by the National Geodetic Survey in June 1991..
 BQ0263
 BQ0263.The geoid height was determined by GEOID03.
 BQ0263
 BQ0263.The dynamic height is computed by dividing the NAVD 88
 BQ0263.geopotential number by the normal gravity value computed on the
 BQ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0263.degrees latitude (g = 980.6199 gals.).
 BQ0263
 BQ0263.The modeled gravity was interpolated from observed gravity values.
 BQ0263
 BQ0263;                    North         East    Units  Estimated Accuracy
 BQ0263;SPC TX C     - 3,124,200.      285,840.      MT  (+/- 180 meters Scaled)
 BQ0263
 BQ0263                          SUPERSEDED SURVEY CONTROL
 BQ0263
 BQ0263.No superseded survey control is available for this station.
 BQ0263
 BQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP326980(NAD 83)
 BQ0263_MARKER: DB = BENCH MARK DISK
 BQ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0263_STAMPING: Q 1110 1957
 BQ0263_MARK LOGO: CGS   
 BQ0263_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0263+STABILITY: SURFACE MOTION
 BQ0263
 BQ0263  HISTORY     - Date     Condition        Report By
 BQ0263  HISTORY     - 1957     MONUMENTED       CGS
 BQ0263  HISTORY     - 1981     GOOD             NGS
 BQ0263  HISTORY     - 19961009 GOOD             USPSQD
 BQ0263
 BQ0263                          STATION DESCRIPTION
 BQ0263
 BQ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0263'13.2 MI NW FROM VALENTINE.
 BQ0263'ABOUT 13.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0263'FROM THE STATION AT VALENTINE, 14.6 MILES SOUTHEAST OF THE COUNTY ROAD
 BQ0263'CROSSING AT LOBO, 7 1/2 FEET SOUTHEAST OF MILEPOST 681, 41 1/2 FEET
 BQ0263'SOUTHWEST OF THE SOUTHWEST RAIL, 6 RAILS SOUTHEAST OF A ROAD CROSSING,
 BQ0263'116 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90, 2 1/2 FEET
 BQ0263'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 BQ0263'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0263
 BQ0263                          STATION RECOVERY (1981)
 BQ0263
 BQ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0263'20.3 KM (12.6 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0263'IN VALENTINE, AT A GRAVELED ROAD LEADING SOUTHWEST TO THE J.E. WHITE
 BQ0263'JR. HIGHLAND RANCH CO., 68.9 METERS (226.0 FT) SOUTHEAST OF THE CENTER
 BQ0263'OF A GRAVELED ROAD LEADING NORTHEAST, 35.4 METERS (116.0 FT) NORTHEAST
 BQ0263'OF THE CENTERLINE OF THE HIGHWAY, 12.7 METERS (41.5 FT) SOUTHWEST OF
 BQ0263'THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 2.3 METERS (7.5
 BQ0263'FT) SOUTHEAST OF RAILROAD MILE POST 681.
 BQ0263'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0263
 BQ0263                          STATION RECOVERY (1996)
 BQ0263
 BQ0263'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0248 ***********************************************************************
 AZ0248  DESIGNATION -  Q 1111
 AZ0248  PID         -  AZ0248
 AZ0248  STATE/COUNTY-  TX/VAL VERDE
 AZ0248  USGS QUAD   -  PECOS HIGH BRIDGE (1979)
 AZ0248
 AZ0248                         *CURRENT SURVEY CONTROL
 AZ0248  ___________________________________________________________________
 AZ0248* NAD 83(1986)-  29 45 08.     (N)    101 16 59.     (W)     SCALED    
 AZ0248* NAVD 88     -       478.770  (meters)    1570.76   (feet)  ADJUSTED  
 AZ0248  ___________________________________________________________________
 AZ0248  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0248  DYNAMIC HT  -         478.070 (meters)    1568.47  (feet)  COMP
 AZ0248  MODELED GRAV-     979,164.9   (mgal)                       NAVD 88
 AZ0248
 AZ0248  VERT ORDER  -  FIRST     CLASS II
 AZ0248
 AZ0248.The horizontal coordinates were scaled from a topographic map and have
 AZ0248.an estimated accuracy of +/- 6 seconds.
 AZ0248
 AZ0248.The orthometric height was determined by differential leveling
 AZ0248.and adjusted by the National Geodetic Survey in June 1991..
 AZ0248
 AZ0248.The geoid height was determined by GEOID03.
 AZ0248
 AZ0248.The dynamic height is computed by dividing the NAVD 88
 AZ0248.geopotential number by the normal gravity value computed on the
 AZ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0248.degrees latitude (g = 980.6199 gals.).
 AZ0248
 AZ0248.The modeled gravity was interpolated from observed gravity values.
 AZ0248
 AZ0248;                    North         East    Units  Estimated Accuracy
 AZ0248;SPC TXSC     - 4,214,820.      379,210.      MT  (+/- 180 meters Scaled)
 AZ0248
 AZ0248                          SUPERSEDED SURVEY CONTROL
 AZ0248
 AZ0248  NGVD 29 (??/??/92)  478.650  (m)         1570.37   (f) ADJ UNCH    1 2
 AZ0248
 AZ0248.Superseded values are not recommended for survey control.
 AZ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0248.See file dsdata.txt to determine how the superseded data were derived.
 AZ0248
 AZ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT792935(NAD 83)
 AZ0248_MARKER: DB = BENCH MARK DISK
 AZ0248_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0248_SP_SET: OUTCROP
 AZ0248_STAMPING: Q 1111 1957
 AZ0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0248+STABILITY: POSITION/ELEVATION WELL
 AZ0248
 AZ0248  HISTORY     - Date     Condition        Report By
 AZ0248  HISTORY     - 1957     MONUMENTED       CGS
 AZ0248  HISTORY     - 1958     GOOD             NGS
 AZ0248
 AZ0248                          STATION DESCRIPTION
 AZ0248
 AZ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0248'9.4 MI NW FROM COMSTOCK.
 AZ0248'ABOUT 9.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0248'FROM THE STATION AT COMSTOCK, 59 FEET EAST OF MILEPOST 423, IN THE TOP
 AZ0248'OF A ROCK OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND, 27 FEET SOUTH
 AZ0248'OF THE SOUTH RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0284 ***********************************************************************
 AZ0284  DESIGNATION -  Q 1112
 AZ0284  PID         -  AZ0284
 AZ0284  STATE/COUNTY-  TX/VAL VERDE
 AZ0284  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0284
 AZ0284                         *CURRENT SURVEY CONTROL
 AZ0284  ___________________________________________________________________
 AZ0284* NAD 83(1986)-  29 28 08.     (N)    101 03 15.     (W)     SCALED    
 AZ0284* NAVD 88     -       288.921  (meters)     947.90   (feet)  POSTED    
 AZ0284  ___________________________________________________________________
 AZ0284  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AZ0284  DYNAMIC HT  -         288.500 (meters)     946.52  (feet)  COMP
 AZ0284  MODELED GRAV-     979,176.5   (mgal)                       NAVD 88
 AZ0284
 AZ0284  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0284
 AZ0284.The horizontal coordinates were scaled from a topographic map and have
 AZ0284.an estimated accuracy of +/- 6 seconds.
 AZ0284
 AZ0284.The orthometric height was determined by differential leveling
 AZ0284.and adjusted by the National Geodetic Survey in 1992..
 AZ0284.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0284.rate of 0.0 thru 1.0 mm/km.
 AZ0284
 AZ0284.The geoid height was determined by GEOID03.
 AZ0284
 AZ0284.The dynamic height is computed by dividing the NAVD 88
 AZ0284.geopotential number by the normal gravity value computed on the
 AZ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0284.degrees latitude (g = 980.6199 gals.).
 AZ0284
 AZ0284.The modeled gravity was interpolated from observed gravity values.
 AZ0284
 AZ0284;                    North         East    Units  Estimated Accuracy
 AZ0284;SPC TXSC     - 4,183,010.      400,790.      MT  (+/- 180 meters Scaled)
 AZ0284
 AZ0284                          SUPERSEDED SURVEY CONTROL
 AZ0284
 AZ0284  NGVD 29 (??/??/92)  288.853  (m)          947.68   (f) ADJ UNCH    1 2
 AZ0284
 AZ0284.Superseded values are not recommended for survey control.
 AZ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0284.See file dsdata.txt to determine how the superseded data were derived.
 AZ0284
 AZ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT008616(NAD 83)
 AZ0284_MARKER: DB = BENCH MARK DISK
 AZ0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0284_SP_SET: CULVERT
 AZ0284_STAMPING: Q 1112 1957
 AZ0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0284
 AZ0284  HISTORY     - Date     Condition        Report By
 AZ0284  HISTORY     - 1957     MONUMENTED       CGS
 AZ0284  HISTORY     - 1958     GOOD             NGS
 AZ0284  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0284
 AZ0284                          STATION DESCRIPTION
 AZ0284
 AZ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0284'14.5 MI NW FROM DEL RIO.
 AZ0284'ABOUT 14.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0284'FROM THE STATION AT DEL RIO, 2 POLES NORTHEAST OF MILEPOST 393, IN THE
 AZ0284'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF A
 AZ0284'6X4-FOOT ARCHED CULVERT, 45 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 AZ0284'THE MAIN TRACK, 239 FEET SOUTHEAST OF THE SOUTH CORNER OF THE C. P. L.
 AZ0284'COMPANY STEAM PLANT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 AZ0284'NOTE-- AREA UNDER WATER.
 AZ0284
 AZ0284                          STATION RECOVERY (1972)
 AZ0284
 AZ0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0347 ***********************************************************************
 AZ0347  DESIGNATION -  Q 1113
 AZ0347  PID         -  AZ0347
 AZ0347  STATE/COUNTY-  TX/VAL VERDE
 AZ0347  USGS QUAD   -  PUMPVILLE (1980)
 AZ0347
 AZ0347                         *CURRENT SURVEY CONTROL
 AZ0347  ___________________________________________________________________
 AZ0347* NAD 83(1986)-  29 55 36.     (N)    101 42 13.     (W)     SCALED    
 AZ0347* NAVD 88     -       535.796  (meters)    1757.86   (feet)  ADJUSTED  
 AZ0347  ___________________________________________________________________
 AZ0347  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AZ0347  DYNAMIC HT  -         534.998 (meters)    1755.24  (feet)  COMP
 AZ0347  MODELED GRAV-     979,137.0   (mgal)                       NAVD 88
 AZ0347
 AZ0347  VERT ORDER  -  FIRST     CLASS II
 AZ0347
 AZ0347.The horizontal coordinates were scaled from a topographic map and have
 AZ0347.an estimated accuracy of +/- 6 seconds.
 AZ0347
 AZ0347.The orthometric height was determined by differential leveling
 AZ0347.and adjusted by the National Geodetic Survey in June 1991..
 AZ0347
 AZ0347.The geoid height was determined by GEOID03.
 AZ0347
 AZ0347.The dynamic height is computed by dividing the NAVD 88
 AZ0347.geopotential number by the normal gravity value computed on the
 AZ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0347.degrees latitude (g = 980.6199 gals.).
 AZ0347
 AZ0347.The modeled gravity was interpolated from observed gravity values.
 AZ0347
 AZ0347;                    North         East    Units  Estimated Accuracy
 AZ0347;SPC TXSC     - 4,235,020.      338,990.      MT  (+/- 180 meters Scaled)
 AZ0347
 AZ0347                          SUPERSEDED SURVEY CONTROL
 AZ0347
 AZ0347  NGVD 29 (??/??/92)  535.650  (m)         1757.38   (f) ADJ UNCH    1 2
 AZ0347
 AZ0347.Superseded values are not recommended for survey control.
 AZ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0347.See file dsdata.txt to determine how the superseded data were derived.
 AZ0347
 AZ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU390137(NAD 83)
 AZ0347_MARKER: DB = BENCH MARK DISK
 AZ0347_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AZ0347_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AZ0347_STAMPING: Q 1113 1957
 AZ0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0347
 AZ0347  HISTORY     - Date     Condition        Report By
 AZ0347  HISTORY     - 1957     MONUMENTED       CGS
 AZ0347  HISTORY     - 1958     GOOD             NGS
 AZ0347  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 AZ0347
 AZ0347                          STATION DESCRIPTION
 AZ0347
 AZ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0347'11.55 MI NW FROM LANGTRY.
 AZ0347'ABOUT 11.55 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0347'FROM THE STATION AT LANGTRY, 13 RAILS SOUTHEAST OF THE SOUTHEAST END
 AZ0347'OF TRESTLE 454.48, 98 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 RAILS
 AZ0347'NORTHWEST OF THE NORTHWEST END OF A ROCKY CUT, 64 FEET WEST OF A
 AZ0347'TELEPHONE POLE, 2 FEET SOUTHWEST OF A FENCE, ABOUT 5 1/2 FEET BELOW
 AZ0347'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE
 AZ0347'PROJECTING 2 FEET.
 AZ0347
 AZ0347                          STATION RECOVERY (2001)
 AZ0347
 AZ0347'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0433 ***********************************************************************
 BP0433  DESIGNATION -  Q 1114
 BP0433  PID         -  BP0433
 BP0433  STATE/COUNTY-  TX/JEFF DAVIS
 BP0433  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0433
 BP0433                         *CURRENT SURVEY CONTROL
 BP0433  ___________________________________________________________________
 BP0433* NAD 83(1986)-  30 31 11.     (N)    103 46 05.     (W)     SCALED    
 BP0433* NAVD 88     -      1374.317  (meters)    4508.90   (feet)  ADJUSTED  
 BP0433  ___________________________________________________________________
 BP0433  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 BP0433  DYNAMIC HT  -        1372.113 (meters)    4501.67  (feet)  COMP
 BP0433  MODELED GRAV-     978,988.7   (mgal)                       NAVD 88
 BP0433  OBS GRAVITY -     978,988.7   (mgal)                       GRAV_OBS
 BP0433
 BP0433  VERT ORDER  -  FIRST     CLASS I
 BP0433
 BP0433.The horizontal coordinates were scaled from a topographic map and have
 BP0433.an estimated accuracy of +/- 6 seconds.
 BP0433
 BP0433.The orthometric height was determined by differential leveling
 BP0433.and adjusted by the National Geodetic Survey in June 1991..
 BP0433.WARNING-Repeat measurements at this control monument indicate possible
 BP0433.vertical movement.
 BP0433
 BP0433.The geoid height was determined by GEOID03.
 BP0433
 BP0433.The dynamic height is computed by dividing the NAVD 88
 BP0433.geopotential number by the normal gravity value computed on the
 BP0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0433.degrees latitude (g = 980.6199 gals.).
 BP0433
 BP0433.The modeled gravity was interpolated from observed gravity values.
 BP0433.The observed gravity was obtained from relative gravimeter ties
 BP0433.to the IGSN71 gravity network.
 BP0433
 BP0433;                    North         East    Units  Estimated Accuracy
 BP0433;SPC TX C     - 3,099,660.      370,420.      MT  (+/- 180 meters Scaled)
 BP0433
 BP0433                          SUPERSEDED SURVEY CONTROL
 BP0433
 BP0433  NGVD 29 (??/??/92) 1373.841  (m)         4507.34   (f) ADJ UNCH    1 1
 BP0433
 BP0433.Superseded values are not recommended for survey control.
 BP0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0433.See file dsdata.txt to determine how the superseded data were derived.
 BP0433
 BP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP181770(NAD 83)
 BP0433_MARKER: DB = BENCH MARK DISK
 BP0433_SETTING: 66 = SET IN ROCK OUTCROP
 BP0433_SP_SET: ROCK OUTCROP
 BP0433_STAMPING: Q 1114 1958
 BP0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0433+STABILITY: POSITION/ELEVATION WELL
 BP0433
 BP0433  HISTORY     - Date     Condition        Report By
 BP0433  HISTORY     - 1958     MONUMENTED       CGS
 BP0433  HISTORY     - 1977     GOOD             NGS
 BP0433  HISTORY     - 1988     GOOD             USPSQD
 BP0433  HISTORY     - 1989     GOOD             USPSQD
 BP0433  HISTORY     - 19961007 GOOD             USPSQD
 BP0433  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0433
 BP0433                          STATION DESCRIPTION
 BP0433
 BP0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0433'10.5 MI SE FROM FORT DAVIS.
 BP0433'ABOUT 10.5 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0433'COURTHOUSE AT FORT DAVIS, IN THE TOP OF A 4X4-FOOT ROCK OUTCROP, 64
 BP0433'FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.2 MILE
 BP0433'SOUTHEAST OF A CONCRETE HIGHWAY BRIDGE, 90 FEET NORTH OF AND ACROSS
 BP0433'THE HIGHWAY FROM THE WEST-NORTHWEST END OF A STONE GUARD RAIL, 32 FEET
 BP0433'EAST-SOUTHEAST OF THE CENTER OF A SHALLOW DRAW, 15 FEET
 BP0433'NORTH-NORTHEAST OF A FENCE, ABOUT 1 1/2 FEET ABOVE THE GROUND, AND
 BP0433'ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0433
 BP0433                          STATION RECOVERY (1977)
 BP0433
 BP0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0433'RECOVERED IN GOOD CONDITION.
 BP0433
 BP0433                          STATION RECOVERY (1988)
 BP0433
 BP0433'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0433'RECOVERED IN GOOD CONDITION.
 BP0433
 BP0433                          STATION RECOVERY (1989)
 BP0433
 BP0433'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0433'RECOVERED IN GOOD CONDITION.
 BP0433
 BP0433                          STATION RECOVERY (1996)
 BP0433
 BP0433'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0433'RECOVERED IN GOOD CONDITION.
 BP0433
 BP0433                          STATION RECOVERY (2003)
 BP0433
 BP0433'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0484 ***********************************************************************
 BP0484  DESIGNATION -  Q 1115
 BP0484  PID         -  BP0484
 BP0484  STATE/COUNTY-  TX/JEFF DAVIS
 BP0484  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0484
 BP0484                         *CURRENT SURVEY CONTROL
 BP0484  ___________________________________________________________________
 BP0484* NAD 83(1986)-  30 49 25.     (N)    103 46 12.     (W)     SCALED    
 BP0484* NAVD 88     -      1210.683  (meters)    3972.05   (feet)  POSTED    
 BP0484  ___________________________________________________________________
 BP0484  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 BP0484  DYNAMIC HT  -        1208.780 (meters)    3965.81  (feet)  COMP
 BP0484  MODELED GRAV-     979,023.0   (mgal)                       NAVD 88
 BP0484
 BP0484  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0484
 BP0484.The horizontal coordinates were scaled from a topographic map and have
 BP0484.an estimated accuracy of +/- 6 seconds.
 BP0484
 BP0484.The orthometric height was determined by differential leveling
 BP0484.and adjusted by the National Geodetic Survey in 1992..
 BP0484.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0484.rate of 2.1 thru 3.0 mm/km.
 BP0484
 BP0484.The geoid height was determined by GEOID03.
 BP0484
 BP0484.The dynamic height is computed by dividing the NAVD 88
 BP0484.geopotential number by the normal gravity value computed on the
 BP0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0484.degrees latitude (g = 980.6199 gals.).
 BP0484
 BP0484.The modeled gravity was interpolated from observed gravity values.
 BP0484
 BP0484;                    North         East    Units  Estimated Accuracy
 BP0484;SPC TX C     - 3,133,330.      371,270.      MT  (+/- 180 meters Scaled)
 BP0484
 BP0484                          SUPERSEDED SURVEY CONTROL
 BP0484
 BP0484  NGVD 29 (??/??/92) 1210.262  (m)         3970.67   (f) ADJ UNCH    2 0
 BP0484
 BP0484.Superseded values are not recommended for survey control.
 BP0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0484.See file dsdata.txt to determine how the superseded data were derived.
 BP0484
 BP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ176107(NAD 83)
 BP0484_MARKER: DB = BENCH MARK DISK
 BP0484_SETTING: 66 = SET IN ROCK OUTCROP
 BP0484_SP_SET: ROCK OUTCROP
 BP0484_STAMPING: Q 1115 1958
 BP0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0484+STABILITY: POSITION/ELEVATION WELL
 BP0484
 BP0484  HISTORY     - Date     Condition        Report By
 BP0484  HISTORY     - 1958     MONUMENTED       CGS
 BP0484  HISTORY     - 1989     GOOD             USPSQD
 BP0484  HISTORY     - 19961011 GOOD             USPSQD
 BP0484
 BP0484                          STATION DESCRIPTION
 BP0484
 BP0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0484'9.5 MI S FROM TOYAHVALE.
 BP0484'ABOUT 9.5 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0484'TOYAHVALE, IN THE TOP OF A LARGE ROCK OUTCROP, 71 FEET NORTHEAST OF
 BP0484'THE CENTER LINE OF THE HIGHWAY, AT THE SOUTHEAST END OF A CURVE,
 BP0484'SOUTHEAST OF AND AT THE FOOT OF A ROCKY HILL LOCATED BETWEEN THE
 BP0484'HIGHWAY AND A CREEK BED, 44 FEET EAST-SOUTHEAST OF A TELEPHONE POLE
 BP0484'LOCATED ON THE HILL, 9 FEET NORTHEAST OF A FENCE, 3 FEET ABOVE THE
 BP0484'GROUND ON THE SOUTHEAST SIDE, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 BP0484'HIGHWAY.
 BP0484
 BP0484                          STATION RECOVERY (1989)
 BP0484
 BP0484'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0484'RECOVERED IN GOOD CONDITION.
 BP0484
 BP0484                          STATION RECOVERY (1996)
 BP0484
 BP0484'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0368 ***********************************************************************
 BO0368  DESIGNATION -  Q 1116
 BO0368  PID         -  BO0368
 BO0368  STATE/COUNTY-  TX/TERRELL
 BO0368  USGS QUAD   -  SHEFFIELD NW (1976)
 BO0368
 BO0368                         *CURRENT SURVEY CONTROL
 BO0368  ___________________________________________________________________
 BO0368* NAD 83(1986)-  30 38 21.     (N)    101 55 39.     (W)     SCALED    
 BO0368* NAVD 88     -       826.684  (meters)    2712.21   (feet)  ADJUSTED  
 BO0368  ___________________________________________________________________
 BO0368  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BO0368  DYNAMIC HT  -         825.458 (meters)    2708.19  (feet)  COMP
 BO0368  MODELED GRAV-     979,130.5   (mgal)                       NAVD 88
 BO0368
 BO0368  VERT ORDER  -  SECOND    CLASS 0
 BO0368
 BO0368.The horizontal coordinates were scaled from a topographic map and have
 BO0368.an estimated accuracy of +/- 6 seconds.
 BO0368
 BO0368.The orthometric height was determined by differential leveling
 BO0368.and adjusted by the National Geodetic Survey in June 1991..
 BO0368
 BO0368.The geoid height was determined by GEOID03.
 BO0368
 BO0368.The dynamic height is computed by dividing the NAVD 88
 BO0368.geopotential number by the normal gravity value computed on the
 BO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0368.degrees latitude (g = 980.6199 gals.).
 BO0368
 BO0368.The modeled gravity was interpolated from observed gravity values.
 BO0368
 BO0368;                    North         East    Units  Estimated Accuracy
 BO0368;SPC TXSC     - 4,314,500.      319,360.      MT  (+/- 180 meters Scaled)
 BO0368
 BO0368                          SUPERSEDED SURVEY CONTROL
 BO0368
 BO0368  NGVD 29 (??/??/92)  826.442  (m)         2711.42   (f) ADJ UNCH    2 0
 BO0368
 BO0368.Superseded values are not recommended for survey control.
 BO0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0368.See file dsdata.txt to determine how the superseded data were derived.
 BO0368
 BO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU194932(NAD 83)
 BO0368_MARKER: DB = BENCH MARK DISK
 BO0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0368_SP_SET: FOUNDATION
 BO0368_STAMPING: Q 1116 1958
 BO0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0368
 BO0368  HISTORY     - Date     Condition        Report By
 BO0368  HISTORY     - 1958     MONUMENTED       CGS
 BO0368
 BO0368                          STATION DESCRIPTION
 BO0368
 BO0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0368'7.75 MI SW FROM SHEFFIELD.
 BO0368'ABOUT 7.75 MILES SOUTHWEST ALONG STATE HIGHWAY 349 FROM THE POST
 BO0368'OFFICE AT SHEFFIELD, IN THE TOP AND ABOUT THE CENTER OF THE WEST END
 BO0368'OF THE CONCRETE FOUNDATION OF A CATTLE GUARD, 14 FEET SOUTH OF THE
 BO0368'CENTER LINE OF THE HIGHWAY, AT THE SOUTH END OF A CURVE, 1 FOOT SOUTH
 BO0368'OF A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0429 ***********************************************************************
 CD0429  DESIGNATION -  Q 1117
 CD0429  PID         -  CD0429
 CD0429  STATE/COUNTY-  TX/HUDSPETH
 CD0429  USGS QUAD   -  SALT FLAT (1984)
 CD0429
 CD0429                         *CURRENT SURVEY CONTROL
 CD0429  ___________________________________________________________________
 CD0429* NAD 83(1986)-  31 44 48.     (N)    105 04 58.     (W)     SCALED    
 CD0429* NAVD 88     -      1131.403  (meters)    3711.94   (feet)  ADJUSTED  
 CD0429  ___________________________________________________________________
 CD0429  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0429  DYNAMIC HT  -        1129.729 (meters)    3706.45  (feet)  COMP
 CD0429  MODELED GRAV-     979,120.9   (mgal)                       NAVD 88
 CD0429
 CD0429  VERT ORDER  -  FIRST     CLASS I
 CD0429
 CD0429.The horizontal coordinates were scaled from a topographic map and have
 CD0429.an estimated accuracy of +/- 6 seconds.
 CD0429
 CD0429.The orthometric height was determined by differential leveling
 CD0429.and adjusted by the National Geodetic Survey in June 1991..
 CD0429
 CD0429.The geoid height was determined by GEOID03.
 CD0429
 CD0429.The dynamic height is computed by dividing the NAVD 88
 CD0429.geopotential number by the normal gravity value computed on the
 CD0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0429.degrees latitude (g = 980.6199 gals.).
 CD0429
 CD0429.The modeled gravity was interpolated from observed gravity values.
 CD0429
 CD0429;                    North         East    Units  Estimated Accuracy
 CD0429;SPC TX C     - 3,240,190.      250,130.      MT  (+/- 180 meters Scaled)
 CD0429
 CD0429                          SUPERSEDED SURVEY CONTROL
 CD0429
 CD0429  NGVD 29 (??/??/92) 1130.903  (m)         3710.30   (f) ADJ UNCH    1 1
 CD0429
 CD0429.Superseded values are not recommended for survey control.
 CD0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0429.See file dsdata.txt to determine how the superseded data were derived.
 CD0429
 CD0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR921123(NAD 83)
 CD0429_MARKER: DB = BENCH MARK DISK
 CD0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0429_STAMPING: Q 1117 1958
 CD0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0429+STABILITY: SURFACE MOTION
 CD0429
 CD0429  HISTORY     - Date     Condition        Report By
 CD0429  HISTORY     - 1958     MONUMENTED       CGS
 CD0429  HISTORY     - 1977     GOOD             NGS
 CD0429
 CD0429                          STATION DESCRIPTION
 CD0429
 CD0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0429'79.5 MI E FROM EL PASO.
 CD0429'ABOUT 79.5 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0429'OF LOOP 16 AT EL PASO, THENCE 0.05 MILE NORTH TO THE SALT FLAT
 CD0429'AIRPORT.  ABOUT MIDWAY BETWEEN 2 RUNWAY LIGHTS AT THE EAST END OF THE
 CD0429'RUNWAY, 247 FEET NORTH OF THE NORTHEAST LEG OF THE BEACON LIGHT, 1 1/2
 CD0429'FEET WEST OF A FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CD0429'INCHES.
 CD0429
 CD0429                          STATION RECOVERY (1977)
 CD0429
 CD0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0429'23.6 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0429'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 0.15 MILE
 CD0429'NORTH TO THE OLD SALT FLAT AIRPORT, AT THE EAST END OF THE
 CD0429'OLD RUNWAY, 0.1 MILE NORTHEAST OF SOME HOUSES AND SMALL BUILDINGS,
 CD0429'239 FT. NORTH OF AN EAST-WEST FENCE, 21 FT. WEST OF THE CENTER LINE
 CD0429'OF A DIRT ROAD LEADING NORTH, 2 FT. WEST OF A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0056 ***********************************************************************
 CE0056  DESIGNATION -  Q 1118
 CE0056  PID         -  CE0056
 CE0056  STATE/COUNTY-  TX/EL PASO
 CE0056  USGS QUAD   -  SMELTERTOWN (1994)
 CE0056
 CE0056                         *CURRENT SURVEY CONTROL
 CE0056  ___________________________________________________________________
 CE0056* NAD 83(1986)-  31 46 12.     (N)    106 30 20.     (W)     SCALED    
 CE0056* NAVD 88     -      1176.239  (meters)    3859.04   (feet)  ADJUSTED  
 CE0056  ___________________________________________________________________
 CE0056  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CE0056  DYNAMIC HT  -        1174.486 (meters)    3853.29  (feet)  COMP
 CE0056  MODELED GRAV-     979,108.3   (mgal)                       NAVD 88
 CE0056
 CE0056  VERT ORDER  -  FIRST     CLASS I
 CE0056
 CE0056.The horizontal coordinates were scaled from a topographic map and have
 CE0056.an estimated accuracy of +/- 6 seconds.
 CE0056
 CE0056.The orthometric height was determined by differential leveling
 CE0056.and adjusted by the National Geodetic Survey in November 1996..
 CE0056
 CE0056.The geoid height was determined by GEOID03.
 CE0056
 CE0056.The dynamic height is computed by dividing the NAVD 88
 CE0056.geopotential number by the normal gravity value computed on the
 CE0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0056.degrees latitude (g = 980.6199 gals.).
 CE0056
 CE0056.The modeled gravity was interpolated from observed gravity values.
 CE0056
 CE0056;                    North         East    Units  Estimated Accuracy
 CE0056;SPC TX C     - 3,249,390.      115,630.      MT  (+/- 180 meters Scaled)
 CE0056
 CE0056                          SUPERSEDED SURVEY CONTROL
 CE0056
 CE0056  NAVD 88 (06/15/91) 1176.233  (m)         3859.02   (f) UNKNOWN     1 1
 CE0056  NGVD 29 (??/??/92) 1175.699  (m)         3857.27   (f) ADJ UNCH    1 1
 CE0056
 CE0056.Superseded values are not recommended for survey control.
 CE0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0056.See file dsdata.txt to determine how the superseded data were derived.
 CE0056
 CE0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR574159(NAD 83)
 CE0056_MARKER: DB = BENCH MARK DISK
 CE0056_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CE0056+WITH SETTING: PAVEMENT
 CE0056_SP_SET: FOOTING
 CE0056_STAMPING: Q 1118 1958
 CE0056_MARK LOGO: CGS   
 CE0056_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0056+STABILITY: SURFACE MOTION
 CE0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0056+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1992
 CE0056
 CE0056  HISTORY     - Date     Condition        Report By
 CE0056  HISTORY     - 1958     MONUMENTED       CGS
 CE0056  HISTORY     - 19921204 GOOD             NGS
 CE0056
 CE0056                          STATION DESCRIPTION
 CE0056
 CE0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0056'IN EL PASO.
 CE0056'AT EL PASO, AT THE TEXAS WESTERN COLLEGE, IN THE TOP OF THE CONCRETE
 CE0056'BASE OF THE FLAGPOLE, ABOUT 0.1 MILE SOUTHEAST OF THE ENGINEERING
 CE0056'BUILDING, 2 1/2 FEET SOUTHWEST OF THE STEEL BASE AND 1 FOOT NORTHEAST
 CE0056'OF THE SOUTHWEST EDGE OF THE CONCRETE BASE OF THE FLAGPOLE, ABOUT 6
 CE0056'INCHES ABOVE THE SIDEWALK.
 CE0056
 CE0056                          STATION RECOVERY (1992)
 CE0056
 CE0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0056'IN EL PASO, AT THE INTERSECTION OF UNIVERSITY AVENUE AND HAWTHORNE
 CE0056'STREET, NEAR THE SOUTHWEST EDGE OF THE CONCRETE FOOTING OF A FLAG
 CE0056'POLE, ON THE UNIVERSITY OF TEXAS EL PASO CAMPUS, 62.3 M (204.4 FT)
 CE0056'NORTHWEST OF THE AVENUE CENTERLINE, 21.4 M (70.2 FT) SOUTHWEST OF THE
 CE0056'STREET CENTERLINE, 0.7 M (2.3 FT) WEST OF THE FLAG POLE, 0.4 M
 CE0056'(1.3 FT) EAST OF THE WEST EDGE OF THE FOOTING, AND 0.3 M (1.0 FT)
 CE0056'ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0469 ***********************************************************************
 CD0469  DESIGNATION -  Q 1119
 CD0469  PID         -  CD0469
 CD0469  STATE/COUNTY-  TX/HUDSPETH
 CD0469  USGS QUAD   -  DELL CITY (1984)
 CD0469
 CD0469                         *CURRENT SURVEY CONTROL
 CD0469  ___________________________________________________________________
 CD0469* NAD 83(1986)-  31 52 39.     (N)    105 12 05.     (W)     SCALED    
 CD0469* NAVD 88     -      1127.623  (meters)    3699.54   (feet)  POSTED    
 CD0469  ___________________________________________________________________
 CD0469  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0469  DYNAMIC HT  -        1125.970 (meters)    3694.12  (feet)  COMP
 CD0469  MODELED GRAV-     979,130.5   (mgal)                       NAVD 88
 CD0469
 CD0469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0469
 CD0469.The horizontal coordinates were scaled from a topographic map and have
 CD0469.an estimated accuracy of +/- 6 seconds.
 CD0469
 CD0469.The orthometric height was determined by differential leveling
 CD0469.and adjusted by the National Geodetic Survey in 1992..
 CD0469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0469.rate of 0.0 thru 1.0 mm/km.
 CD0469
 CD0469.The geoid height was determined by GEOID03.
 CD0469
 CD0469.The dynamic height is computed by dividing the NAVD 88
 CD0469.geopotential number by the normal gravity value computed on the
 CD0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0469.degrees latitude (g = 980.6199 gals.).
 CD0469
 CD0469.The modeled gravity was interpolated from observed gravity values.
 CD0469
 CD0469;                    North         East    Units  Estimated Accuracy
 CD0469;SPC TX C     - 3,255,170.      239,540.      MT  (+/- 180 meters Scaled)
 CD0469
 CD0469                          SUPERSEDED SURVEY CONTROL
 CD0469
 CD0469  NGVD 29 (??/??/92) 1127.129  (m)         3697.92   (f) ADJ UNCH    2 0
 CD0469
 CD0469.Superseded values are not recommended for survey control.
 CD0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0469.See file dsdata.txt to determine how the superseded data were derived.
 CD0469
 CD0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR809268(NAD 83)
 CD0469_MARKER: DB = BENCH MARK DISK
 CD0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0469_STAMPING: Q 1119 1958
 CD0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0469+STABILITY: SURFACE MOTION
 CD0469
 CD0469  HISTORY     - Date     Condition        Report By
 CD0469  HISTORY     - 1958     MONUMENTED       CGS
 CD0469  HISTORY     - 1980     MARK NOT FOUND   USGS
 CD0469
 CD0469                          STATION DESCRIPTION
 CD0469
 CD0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0469'4.35 MI S FROM DELL CITY.
 CD0469'ABOUT 4.35 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0469'DELL CITY, 71 FEET WEST OF THE CENTER LINE OF THE ROAD, AT THE
 CD0469'JUNCTION OF A DIRT ROAD LEADING WEST TO THE LYNCH RANCH, 24 FEET SOUTH
 CD0469'OF THE CENTER LINE OF THE DIRT ROAD, 19 FEET WEST OF A POWER POLE, 22
 CD0469'FEET EAST OF A POWER POLE, 1 FOOT NORTH OF THE LOWER END OF A GUY
 CD0469'WIRE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CD0469'ROADS, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CD0469
 CD0469                          STATION RECOVERY (1980)
 CD0469
 CD0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CD0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0052 ***********************************************************************
 CU0052  DESIGNATION -  Q 112
 CU0052  PID         -  CU0052
 CU0052  STATE/COUNTY-  TX/FISHER
 CU0052  USGS QUAD   -  MC CAULLEY (1981)
 CU0052
 CU0052                         *CURRENT SURVEY CONTROL
 CU0052  ___________________________________________________________________
 CU0052* NAD 83(1986)-  32 48 52.     (N)    100 10 45.     (W)     SCALED    
 CU0052* NAVD 88     -       550.301  (meters)    1805.45   (feet)  ADJUSTED  
 CU0052  ___________________________________________________________________
 CU0052  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CU0052  DYNAMIC HT  -         549.586 (meters)    1803.10  (feet)  COMP
 CU0052  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 CU0052
 CU0052  VERT ORDER  -  FIRST     CLASS II
 CU0052
 CU0052.The horizontal coordinates were scaled from a topographic map and have
 CU0052.an estimated accuracy of +/- 6 seconds.
 CU0052
 CU0052.The orthometric height was determined by differential leveling
 CU0052.and adjusted by the National Geodetic Survey in June 1991..
 CU0052
 CU0052.The geoid height was determined by GEOID03.
 CU0052
 CU0052.The dynamic height is computed by dividing the NAVD 88
 CU0052.geopotential number by the normal gravity value computed on the
 CU0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0052.degrees latitude (g = 980.6199 gals.).
 CU0052
 CU0052.The modeled gravity was interpolated from observed gravity values.
 CU0052
 CU0052;                    North         East    Units  Estimated Accuracy
 CU0052;SPC TXNC     - 2,128,530.      442,770.      MT  (+/- 180 meters Scaled)
 CU0052
 CU0052                          SUPERSEDED SURVEY CONTROL
 CU0052
 CU0052  NGVD 29 (??/??/92)  550.098  (m)         1804.78   (f) ADJ UNCH    1 2
 CU0052
 CU0052.Superseded values are not recommended for survey control.
 CU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0052.See file dsdata.txt to determine how the superseded data were derived.
 CU0052
 CU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB896313(NAD 83)
 CU0052_MARKER: DB = BENCH MARK DISK
 CU0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0052_STAMPING: 1804.78 Q 112 1933
 CU0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0052+STABILITY: SURFACE MOTION
 CU0052
 CU0052  HISTORY     - Date     Condition        Report By
 CU0052  HISTORY     - 1933     MONUMENTED       CGS
 CU0052  HISTORY     - 1958     GOOD             NGS
 CU0052
 CU0052                          STATION DESCRIPTION
 CU0052
 CU0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0052'2.6 MI NE FROM MCCAULLEY.
 CU0052'2.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0052'MCCAULLEY, FISHER COUNTY, AT MILEAGE 611.35, AT THE NORTHEAST CORNER
 CU0052'OF A ROAD CROSSING, 40 FEET EAST OF THE TRACK, AND IN A FENCE CORNER.
 CU0052'A STANDARD DISK, STAMPED 1804.78 Q 112 1933 AND SET IN THE TOP OF A
 CU0052'CONCRETE POST.  NOTE-- IT IS 40 FEET SOUTHEAST OF THE CENTERLINE OF
 CU0052'THE RAILROAD, 50 FEET NORTHWEST OF THE CENTERLINE OF FARM ROAD 57 AND
 CU0052'33 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0148 ***********************************************************************
 CV0148  DESIGNATION -  Q 1120
 CV0148  PID         -  CV0148
 CV0148  STATE/COUNTY-  TX/ANDREWS
 CV0148  USGS QUAD   -  SAND RANCH (1971)
 CV0148
 CV0148                         *CURRENT SURVEY CONTROL
 CV0148  ___________________________________________________________________
 CV0148* NAD 83(1986)-  32 08 26.     (N)    102 49 30.     (W)     SCALED    
 CV0148* NAVD 88     -      1007.408  (meters)    3305.14   (feet)  ADJUSTED  
 CV0148  ___________________________________________________________________
 CV0148  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CV0148  DYNAMIC HT  -        1006.006 (meters)    3300.54  (feet)  COMP
 CV0148  MODELED GRAV-     979,212.5   (mgal)                       NAVD 88
 CV0148
 CV0148  VERT ORDER  -  SECOND    CLASS 0
 CV0148
 CV0148.The horizontal coordinates were scaled from a topographic map and have
 CV0148.an estimated accuracy of +/- 6 seconds.
 CV0148
 CV0148.The orthometric height was determined by differential leveling
 CV0148.and adjusted by the National Geodetic Survey in June 1991..
 CV0148
 CV0148.The geoid height was determined by GEOID03.
 CV0148
 CV0148.The dynamic height is computed by dividing the NAVD 88
 CV0148.geopotential number by the normal gravity value computed on the
 CV0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0148.degrees latitude (g = 980.6199 gals.).
 CV0148
 CV0148.The modeled gravity was interpolated from observed gravity values.
 CV0148
 CV0148;                    North         East    Units  Estimated Accuracy
 CV0148;SPC TXNC     - 2,060,950.      192,060.      MT  (+/- 180 meters Scaled)
 CV0148
 CV0148                          SUPERSEDED SURVEY CONTROL
 CV0148
 CV0148  NGVD 29 (??/??/92) 1006.993  (m)         3303.78   (f) ADJ UNCH    2 0
 CV0148
 CV0148.Superseded values are not recommended for survey control.
 CV0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0148.See file dsdata.txt to determine how the superseded data were derived.
 CV0148
 CV0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR051580(NAD 83)
 CV0148_MARKER: DB = BENCH MARK DISK
 CV0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0148_STAMPING: Q 1120 1958
 CV0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0148+STABILITY: SURFACE MOTION
 CV0148
 CV0148  HISTORY     - Date     Condition        Report By
 CV0148  HISTORY     - 1958     MONUMENTED       CGS
 CV0148
 CV0148                          STATION DESCRIPTION
 CV0148
 CV0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0148'20.75 MI SW FROM ANDREWS.
 CV0148'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0148'COURTHOUSE AT ANDREWS, THENCE 20.65 MILES SOUTHWEST ALONG STATE
 CV0148'HIGHWAY 115, ABOUT 22.65 MILES EAST OF THE TEXAS-NEW MEXICO RAILWAY
 CV0148'STATION AT JAL, NEW MEXICO, 59 FEET EAST OF THE CENTER LINE OF THE
 CV0148'HIGHWAY, ABOUT 1.05 MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS 115
 CV0148'AND 128, 1 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, 2 FEET SOUTH OF A
 CV0148'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 CV0148'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0117 ***********************************************************************
 CV0117  DESIGNATION -  Q 1127
 CV0117  PID         -  CV0117
 CV0117  STATE/COUNTY-  TX/MARTIN
 CV0117  USGS QUAD   -  WOLCOTT RANCH (1966)
 CV0117
 CV0117                         *CURRENT SURVEY CONTROL
 CV0117  ___________________________________________________________________
 CV0117* NAD 83(1986)-  32 24 35.     (N)    102 07 00.     (W)     SCALED    
 CV0117* NAVD 88     -       882.344  (meters)    2894.82   (feet)  ADJUSTED  
 CV0117  ___________________________________________________________________
 CV0117  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CV0117  DYNAMIC HT  -         881.119 (meters)    2890.80  (feet)  COMP
 CV0117  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 CV0117
 CV0117  VERT ORDER  -  SECOND    CLASS 0
 CV0117
 CV0117.The horizontal coordinates were scaled from a topographic map and have
 CV0117.an estimated accuracy of +/- 6 seconds.
 CV0117
 CV0117.The orthometric height was determined by differential leveling
 CV0117.and adjusted by the National Geodetic Survey in June 1991..
 CV0117
 CV0117.The geoid height was determined by GEOID03.
 CV0117
 CV0117.The dynamic height is computed by dividing the NAVD 88
 CV0117.geopotential number by the normal gravity value computed on the
 CV0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0117.degrees latitude (g = 980.6199 gals.).
 CV0117
 CV0117.The modeled gravity was interpolated from observed gravity values.
 CV0117
 CV0117;                    North         East    Units  Estimated Accuracy
 CV0117;SPC TXNC     - 2,088,250.      259,870.      MT  (+/- 180 meters Scaled)
 CV0117
 CV0117                          SUPERSEDED SURVEY CONTROL
 CV0117
 CV0117  NGVD 29 (??/??/92)  881.994  (m)         2893.68   (f) ADJ UNCH    2 0
 CV0117
 CV0117.Superseded values are not recommended for survey control.
 CV0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0117.See file dsdata.txt to determine how the superseded data were derived.
 CV0117
 CV0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR711895(NAD 83)
 CV0117_MARKER: DB = BENCH MARK DISK
 CV0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0117_STAMPING: Q 1127 1958
 CV0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0117+STABILITY: SURFACE MOTION
 CV0117
 CV0117  HISTORY     - Date     Condition        Report By
 CV0117  HISTORY     - 1958     MONUMENTED       CGS
 CV0117  HISTORY     - 20030106 POOR             TXDOT
 CV0117
 CV0117                          STATION DESCRIPTION
 CV0117
 CV0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0117'24.8 MI SW FROM LAMESA.
 CV0117'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0117'AT LAMESA, THENCE 24.3 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 58
 CV0117'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 192 FEET NORTHEAST
 CV0117'OF THE NORTH END OF A PIPE CULVERT, 1 1/2 FEET NORTHWEST OF THE
 CV0117'SOUTHEAST RIGHT OF WAY FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN
 CV0117'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 CV0117'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CV0117
 CV0117                          STATION RECOVERY (2003)
 CV0117
 CV0117'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0117'DISK STILL INTACT, CONCRETE POST DISTURBED, 3 FEET EAST OF EAST
 CV0117'RIGHT-OF-WAY FENCE, LEANING SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0713 ***********************************************************************
 CU0713  DESIGNATION -  Q 1128
 CU0713  PID         -  CU0713
 CU0713  STATE/COUNTY-  TX/DAWSON
 CU0713  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0713
 CU0713                         *CURRENT SURVEY CONTROL
 CU0713  ___________________________________________________________________
 CU0713* NAD 83(1986)-  32 38 29.     (N)    101 58 55.     (W)     SCALED    
 CU0713* NAVD 88     -       895.074  (meters)    2936.59   (feet)  ADJUSTED  
 CU0713  ___________________________________________________________________
 CU0713  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CU0713  DYNAMIC HT  -         893.877 (meters)    2932.66  (feet)  COMP
 CU0713  MODELED GRAV-     979,270.7   (mgal)                       NAVD 88
 CU0713
 CU0713  VERT ORDER  -  SECOND    CLASS 0
 CU0713
 CU0713.The horizontal coordinates were scaled from a topographic map and have
 CU0713.an estimated accuracy of +/- 6 seconds.
 CU0713
 CU0713.The orthometric height was determined by differential leveling
 CU0713.and adjusted by the National Geodetic Survey in June 1991..
 CU0713
 CU0713.The geoid height was determined by GEOID03.
 CU0713
 CU0713.The dynamic height is computed by dividing the NAVD 88
 CU0713.geopotential number by the normal gravity value computed on the
 CU0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0713.degrees latitude (g = 980.6199 gals.).
 CU0713
 CU0713.The modeled gravity was interpolated from observed gravity values.
 CU0713
 CU0713;                    North         East    Units  Estimated Accuracy
 CU0713;SPC TXNC     - 2,113,500.      273,380.      MT  (+/- 180 meters Scaled)
 CU0713
 CU0713                          SUPERSEDED SURVEY CONTROL
 CU0713
 CU0713  NGVD 29 (??/??/92)  894.750  (m)         2935.53   (f) ADJ UNCH    2 0
 CU0713
 CU0713.Superseded values are not recommended for survey control.
 CU0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0713.See file dsdata.txt to determine how the superseded data were derived.
 CU0713
 CU0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB202154(NAD 83)
 CU0713_MARKER: DB = BENCH MARK DISK
 CU0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0713_STAMPING: Q 1128 1958
 CU0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0713+STABILITY: SURFACE MOTION
 CU0713
 CU0713  HISTORY     - Date     Condition        Report By
 CU0713  HISTORY     - 1958     MONUMENTED       CGS
 CU0713  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0713
 CU0713                          STATION DESCRIPTION
 CU0713
 CU0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CU0713'7.1 MI SW FROM LAMESA.
 CU0713'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CU0713'AT LAMESA, THENCE 6.6 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 43 FEET
 CU0713'EAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTH OF THE CENTER
 CU0713'LINE OF A DIRT ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CU0713'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 CU0713'FOOT.  NOTE-- RD. CONSTR. IN AREA.
 CU0713
 CU0713                          STATION RECOVERY (1970)
 CU0713
 CU0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1193 ***********************************************************************
 FL1193  DESIGNATION -  Q 1129
 FL1193  PID         -  FL1193
 FL1193  STATE/COUNTY-  TX/CARSON
 FL1193  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1193
 FL1193                         *CURRENT SURVEY CONTROL
 FL1193  ___________________________________________________________________
 FL1193* NAD 83(1986)-  35 19 04.     (N)    101 32 25.     (W)     SCALED    
 FL1193* NAVD 88     -      1078.825  (meters)    3539.45   (feet)  ADJUSTED  
 FL1193  ___________________________________________________________________
 FL1193  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1193  DYNAMIC HT  -        1077.546 (meters)    3535.25  (feet)  COMP
 FL1193  MODELED GRAV-     979,411.6   (mgal)                       NAVD 88
 FL1193
 FL1193  VERT ORDER  -  SECOND    CLASS II
 FL1193
 FL1193.The horizontal coordinates were scaled from a topographic map and have
 FL1193.an estimated accuracy of +/- 6 seconds.
 FL1193
 FL1193.The orthometric height was determined by differential leveling
 FL1193.and adjusted by the National Geodetic Survey in June 1991..
 FL1193
 FL1193.The geoid height was determined by GEOID03.
 FL1193
 FL1193.The dynamic height is computed by dividing the NAVD 88
 FL1193.geopotential number by the normal gravity value computed on the
 FL1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1193.degrees latitude (g = 980.6199 gals.).
 FL1193
 FL1193.The modeled gravity was interpolated from observed gravity values.
 FL1193
 FL1193;                    North         East    Units  Estimated Accuracy
 FL1193;SPC TX N     - 1,146,190.      196,340.      MT  (+/- 180 meters Scaled)
 FL1193
 FL1193                          SUPERSEDED SURVEY CONTROL
 FL1193
 FL1193  NGVD 29 (??/??/92) 1078.322  (m)         3537.79   (f) ADJ UNCH    2 2
 FL1193
 FL1193.Superseded values are not recommended for survey control.
 FL1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1193.See file dsdata.txt to determine how the superseded data were derived.
 FL1193
 FL1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE690112(NAD 83)
 FL1193_MARKER: DB = BENCH MARK DISK
 FL1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1193_STAMPING: Q 1129 1974
 FL1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1193+STABILITY: SURFACE MOTION
 FL1193
 FL1193  HISTORY     - Date     Condition        Report By
 FL1193  HISTORY     - 1974     MONUMENTED       NGS
 FL1193
 FL1193                          STATION DESCRIPTION
 FL1193
 FL1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1193'10 MI WNW FROM PANHANDLE.
 FL1193'FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 207, WHICH
 FL1193'IS LOCATED ON THE WEST EDGE OF PANHANDLE, GO WEST ON U.S. HWY.  60 FOR
 FL1193'9.5 MILES TO THE INTERSECTION OF FARM ROAD 2373.  TURN RIGHT CROSSING
 FL1193'RAILROAD TRACKS AND GO NORTH ON FARM ROAD 2373 FOR 2.1 MILES TO THE
 FL1193'ENTRANCE TO THE U.S. ATOMIC ENERGY PAN-TEX PLANT ON THE LEFT AND MARK
 FL1193'ON THE LEFT.  STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND
 FL1193'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED Q 1129
 FL1193'1974.  IT IS 68 FEET SOUTH OF THE CENTER-LINE OF WASHINGTON DR., 57
 FL1193'FEET WEST OF THE CENTER-LINE OF FARM ROAD 2373 AND 3 FEET NORTHEAST OF
 FL1193'A FENCE-CORNER AND POST WITH WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1115 ***********************************************************************
 FL1115  DESIGNATION -  Q 1131
 FL1115  PID         -  FL1115
 FL1115  STATE/COUNTY-  TX/RANDALL
 FL1115  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1115
 FL1115                         *CURRENT SURVEY CONTROL
 FL1115  ___________________________________________________________________
 FL1115* NAD 83(1986)-  35 02 38.     (N)    101 53 31.     (W)     SCALED    
 FL1115* NAVD 88     -      1103.568  (meters)    3620.62   (feet)  ADJUSTED  
 FL1115  ___________________________________________________________________
 FL1115  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1115  DYNAMIC HT  -        1102.238 (meters)    3616.26  (feet)  COMP
 FL1115  MODELED GRAV-     979,391.9   (mgal)                       NAVD 88
 FL1115
 FL1115  VERT ORDER  -  FIRST     CLASS II
 FL1115
 FL1115.The horizontal coordinates were scaled from a topographic map and have
 FL1115.an estimated accuracy of +/- 6 seconds.
 FL1115
 FL1115.The orthometric height was determined by differential leveling
 FL1115.and adjusted by the National Geodetic Survey in June 1991..
 FL1115.WARNING-Repeat measurements at this control monument indicate possible
 FL1115.vertical movement.
 FL1115
 FL1115.The geoid height was determined by GEOID03.
 FL1115
 FL1115.The dynamic height is computed by dividing the NAVD 88
 FL1115.geopotential number by the normal gravity value computed on the
 FL1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1115.degrees latitude (g = 980.6199 gals.).
 FL1115
 FL1115.The modeled gravity was interpolated from observed gravity values.
 FL1115
 FL1115;                    North         East    Units  Estimated Accuracy
 FL1115;SPC TX N     - 1,115,880.      164,240.      MT  (+/- 180 meters Scaled)
 FL1115
 FL1115                          SUPERSEDED SURVEY CONTROL
 FL1115
 FL1115  NGVD 29 (??/??/92) 1103.072  (m)         3619.00   (f) ADJ UNCH    1 2
 FL1115
 FL1115.Superseded values are not recommended for survey control.
 FL1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1115.See file dsdata.txt to determine how the superseded data were derived.
 FL1115
 FL1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD362817(NAD 83)
 FL1115_MARKER: DB = BENCH MARK DISK
 FL1115_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FL1115_SP_SET: 22 FT.
 FL1115_STAMPING: Q 1131 1958
 FL1115_MARK LOGO: CGS   
 FL1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1115
 FL1115  HISTORY     - Date     Condition        Report By
 FL1115  HISTORY     - 1958     MONUMENTED       CGS
 FL1115  HISTORY     - 1984     GOOD             NGS
 FL1115
 FL1115                          STATION DESCRIPTION
 FL1115
 FL1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1115'5.4 MI NE FROM CANYON.
 FL1115'ABOUT 5.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL1115'FROM THE STATION AT CANYON, 84 FEET WEST OF MILE POST 565, 3 TELEPHONE
 FL1115'POLES NORTH OF A ROAD CROSSING, 93 FEET WEST OF THE NEAR RAIL OF THE
 FL1115'MAIN TRACK, 6 FEET WEST OF A TELEPHONE POLE, 6 FEET EAST OF A FENCE, 2
 FL1115'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE TRACK, AND
 FL1115'ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 FL1115'OF 22 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 FL1115
 FL1115                          STATION RECOVERY (1984)
 FL1115
 FL1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1115'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 FL1115'ADD=0.3 METER (1.0 FT) SOUTH OF A WITNESS POST.  NOTE=THE TILE HAS
 FL1115'BEEN BROKEN OFF AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2419 ***********************************************************************
 AW2419  DESIGNATION -  Q 1134
 AW2419  PID         -  AW2419
 AW2419  STATE/COUNTY-  TX/JEFFERSON
 AW2419  USGS QUAD   -  MUD LAKE (1994)
 AW2419
 AW2419                         *CURRENT SURVEY CONTROL
 AW2419  ___________________________________________________________________
 AW2419* NAD 83(1986)-  29 33 46.     (N)    094 20 56.     (W)     SCALED    
 AW2419* NAVD 88     -         2.00   (+/-2cm)       6.6    (feet)  VERTCON   
 AW2419  ___________________________________________________________________
 AW2419  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW2419
 AW2419  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2419
 AW2419.The horizontal coordinates were scaled from a topographic map and have
 AW2419.an estimated accuracy of +/- 6 seconds.
 AW2419
 AW2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2419.The vertical order pertains to the NGVD 29 superseded value.
 AW2419
 AW2419.The geoid height was determined by GEOID03.
 AW2419
 AW2419;                    North         East    Units  Estimated Accuracy
 AW2419;SPC TXSC     - 4,200,630.    1,050,550.      MT  (+/- 180 meters Scaled)
 AW2419
 AW2419                          SUPERSEDED SURVEY CONTROL
 AW2419
 AW2419  NGVD 29 (??/??/92)    1.998  (m)            6.56   (f) ADJ UNCH    1 2
 AW2419
 AW2419.Superseded values are not recommended for survey control.
 AW2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2419.See file dsdata.txt to determine how the superseded data were derived.
 AW2419
 AW2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN693710(NAD 83)
 AW2419_MARKER: DB = BENCH MARK DISK
 AW2419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2419_SP_SET: 48 FT.
 AW2419_STAMPING: Q 1134 1958
 AW2419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2419
 AW2419  HISTORY     - Date     Condition        Report By
 AW2419  HISTORY     - 1958     MONUMENTED       CGS
 AW2419
 AW2419                          STATION DESCRIPTION
 AW2419
 AW2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2419'3.45 MI E FROM HIGH ISLAND.
 AW2419'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2419'AT HIGH ISLAND, THENCE ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2419'87, 45 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 AW2419'SOUTHEAST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT
 AW2419'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A COPPER
 AW2419'COVERED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A
 AW2419'6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2420 ***********************************************************************
 AW2420  DESIGNATION -  Q 1134 RESET 1962
 AW2420  PID         -  AW2420
 AW2420  STATE/COUNTY-  TX/JEFFERSON
 AW2420  USGS QUAD   -  MUD LAKE (1994)
 AW2420
 AW2420                         *CURRENT SURVEY CONTROL
 AW2420  ___________________________________________________________________
 AW2420* NAD 83(1986)-  29 33 50.     (N)    094 20 53.     (W)     SCALED    
 AW2420* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 AW2420  ___________________________________________________________________
 AW2420  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW2420
 AW2420  VERT ORDER  -  THIRD (See Below)
 AW2420
 AW2420.The horizontal coordinates were scaled from a topographic map and have
 AW2420.an estimated accuracy of +/- 6 seconds.
 AW2420
 AW2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2420.The vertical order pertains to the NGVD 29 superseded value.
 AW2420
 AW2420.The geoid height was determined by GEOID03.
 AW2420
 AW2420;                    North         East    Units  Estimated Accuracy
 AW2420;SPC TXSC     - 4,200,760.    1,050,620.      MT  (+/- 180 meters Scaled)
 AW2420
 AW2420                          SUPERSEDED SURVEY CONTROL
 AW2420
 AW2420  NGVD 29 (??/??/??)    1.61   (m)            5.3    (f) RESET       3  
 AW2420
 AW2420.Superseded values are not recommended for survey control.
 AW2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2420.See file dsdata.txt to determine how the superseded data were derived.
 AW2420
 AW2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN694712(NAD 83)
 AW2420_MARKER: DB = BENCH MARK DISK
 AW2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2420_STAMPING: Q 1134 RESET 1962
 AW2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2420+STABILITY: SURFACE MOTION
 AW2420
 AW2420  HISTORY     - Date     Condition        Report By
 AW2420  HISTORY     - 1962     MONUMENTED       CGS
 AW2420  HISTORY     - 1963     GOOD             NGS
 AW2420
 AW2420                          STATION DESCRIPTION
 AW2420
 AW2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2420'0.9 MI SE FROM HIGH ISLAND.
 AW2420'ABOUT 0.9 MILE SOUTHEAST ON STATE HIGHWAY 124 FROM THE POST OFFICE IN
 AW2420'HIGH ISLAND, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 87, 148 FEET
 AW2420'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 87, 125 FEET NORTHWEST
 AW2420'OF THE HIGHWAY RIGHT-OF-WAY, AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 AW2420'POST.  A STANDARD BENCH MARK DISK STAMPED Q 1134 RESET 1962 SET IN A
 AW2420'12 X 12 IN. CONCRETE POST WHICH PROJECTS 6 INCHES.
 AW2420
 AW2420                          STATION RECOVERY (1963)
 AW2420
 AW2420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW2420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0274 ***********************************************************************
 BL0274  DESIGNATION -  Q 1135
 BL0274  PID         -  BL0274
 BL0274  STATE/COUNTY-  TX/JEFFERSON
 BL0274  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0274
 BL0274                         *CURRENT SURVEY CONTROL
 BL0274  ___________________________________________________________________
 BL0274* NAD 83(1986)-  30 03 00.     (N)    094 08 00.     (W)     SCALED    
 BL0274* NAVD 88     -         5.07   (+/-2cm)      16.6    (feet)  VERTCON   
 BL0274  ___________________________________________________________________
 BL0274  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0274
 BL0274  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0274
 BL0274.The horizontal coordinates were scaled from a topographic map and have
 BL0274.an estimated accuracy of +/- 6 seconds.
 BL0274
 BL0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0274.The vertical order pertains to the NGVD 29 superseded value.
 BL0274
 BL0274.The geoid height was determined by GEOID03.
 BL0274
 BL0274;                    North         East    Units  Estimated Accuracy
 BL0274;SPC TXSC     - 4,255,430.    1,069,170.      MT  (+/- 180 meters Scaled)
 BL0274
 BL0274                          SUPERSEDED SURVEY CONTROL
 BL0274
 BL0274  NGVD 29 (??/??/92)    5.088  (m)           16.69   (f) ADJ UNCH    1 2
 BL0274
 BL0274.Superseded values are not recommended for survey control.
 BL0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0274.See file dsdata.txt to determine how the superseded data were derived.
 BL0274
 BL0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP907248(NAD 83)
 BL0274_MARKER: DB = BENCH MARK DISK
 BL0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0274_SP_SET: CONCRETE BASE
 BL0274_STAMPING: Q 1135 1958
 BL0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0274+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 BL0274
 BL0274  HISTORY     - Date     Condition        Report By
 BL0274  HISTORY     - 1958     MONUMENTED       CGS
 BL0274  HISTORY     - 1988     GOOD             USPSQD
 BL0274  HISTORY     - 19890221 GOOD             USPSQD
 BL0274  HISTORY     - 19930127 GOOD             USPSQD
 BL0274  HISTORY     - 19940906 GOOD             USPSQD
 BL0274  HISTORY     - 20010331 GOOD             NGS
 BL0274  HISTORY     - 20020128 GOOD             NGS
 BL0274  HISTORY     - 20041127 GOOD             USPSQD
 BL0274
 BL0274                          STATION DESCRIPTION
 BL0274
 BL0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BL0274'3.1 MI SW FROM BEAUMONT.
 BL0274'0.5 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0274'STATION AT BEAUMONT, THENCE ABOUT 0.3 MILE SOUTH ALONG THE TEXAS
 BL0274'COLORADO AND SANTA FE RAILROAD, ABOUT 400 FEET SOUTHEAST OF THE
 BL0274'SOUTHEAST RAIL, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE OF
 BL0274'A RADIO TOWER WHICH IS ABOUT 300 FEET HIGH, ABOUT 0.15 MILE SOUTH OF
 BL0274'THE ZUMME MEAT COMPANY BUILDING, AND ABOUT 1 1/2 FEET ABOVE THE
 BL0274'GROUND.
 BL0274
 BL0274                          STATION RECOVERY (1988)
 BL0274
 BL0274'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0274'RECOVERED IN GOOD CONDITION.
 BL0274
 BL0274                          STATION RECOVERY (1989)
 BL0274
 BL0274'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0274'RECOVERED IN GOOD CONDITION.
 BL0274
 BL0274                          STATION RECOVERY (1993)
 BL0274
 BL0274'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0274'RECOVERED IN GOOD CONDITION.
 BL0274
 BL0274                          STATION RECOVERY (1994)
 BL0274
 BL0274'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0274'RECOVERED IN GOOD CONDITION.
 BL0274
 BL0274                          STATION RECOVERY (2001)
 BL0274
 BL0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0274'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0274
 BL0274                          STATION RECOVERY (2002)
 BL0274
 BL0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0274'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0274
 BL0274                          STATION RECOVERY (2004)
 BL0274
 BL0274'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1416 ***********************************************************************
 AW1416  DESIGNATION -  Q 1136
 AW1416  PID         -  AW1416
 AW1416  STATE/COUNTY-  TX/CHAMBERS
 AW1416  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1416
 AW1416                         *CURRENT SURVEY CONTROL
 AW1416  ___________________________________________________________________
 AW1416* NAD 83(1986)-  29 39 45.     (N)    094 32 02.     (W)     SCALED    
 AW1416* NAVD 88     -         2.58   (+/-2cm)       8.5    (feet)  VERTCON   
 AW1416  ___________________________________________________________________
 AW1416  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1416
 AW1416  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1416
 AW1416.The horizontal coordinates were scaled from a topographic map and have
 AW1416.an estimated accuracy of +/- 6 seconds.
 AW1416
 AW1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1416.The vertical order pertains to the NGVD 29 superseded value.
 AW1416
 AW1416.The geoid height was determined by GEOID03.
 AW1416
 AW1416;                    North         East    Units  Estimated Accuracy
 AW1416;SPC TXSC     - 4,210,980.    1,032,210.      MT  (+/- 180 meters Scaled)
 AW1416
 AW1416                          SUPERSEDED SURVEY CONTROL
 AW1416
 AW1416  NGVD 29 (??/??/92)    2.585  (m)            8.48   (f) ADJ UNCH    1 2
 AW1416
 AW1416.Superseded values are not recommended for survey control.
 AW1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1416.See file dsdata.txt to determine how the superseded data were derived.
 AW1416
 AW1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN515823(NAD 83)
 AW1416_MARKER: DB = BENCH MARK DISK
 AW1416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1416_SP_SET: BRIDGE
 AW1416_STAMPING: Q 1136 1959
 AW1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1416+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1416
 AW1416  HISTORY     - Date     Condition        Report By
 AW1416  HISTORY     - 1959     MONUMENTED       CGS
 AW1416  HISTORY     - 1971     GOOD             NGS
 AW1416  HISTORY     - 1978     GOOD             NGS
 AW1416  HISTORY     - 19970510 GOOD             USPSQD
 AW1416  HISTORY     - 20010331 GOOD             NGS
 AW1416  HISTORY     - 20040308 GOOD             USPSQD
 AW1416  HISTORY     - 20050314 GOOD             USPSQD
 AW1416
 AW1416                          STATION DESCRIPTION
 AW1416
 AW1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1416'16.75 MI SE FROM ANAHUAC.
 AW1416'ABOUT 0.1 MILE EAST ALONG MILLER STREET FROM THE COURTHOUSE AT
 AW1416'ANAHUAC, THENCE ABOUT 7.4 MILES SOUTH ALONG FARM ROAD 564, THENCE
 AW1416'ABOUT 3.1 MILES EAST ALONG A PAVED ROAD, THENCE ABOUT 1.0 MILE
 AW1416'SOUTHEAST ALONG FARM ROAD 562, THENCE ABOUT 5.15 MILES EAST ALONG FARM
 AW1416'ROAD 1985, OR ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE
 AW1416'POSTOFFICE AT STOWELL, THENCE 9.85 MILES WEST ALONG FARM ROAD 1985,
 AW1416'ABOUT 275 FEET EAST OF A ROAD LEADING SOUTH, 14 FEET SOUTH OF THE
 AW1416'CENTER LINE OF THE ROAD, IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 AW1416'WALL OF A CONCRETE BRIDGE OVER OYSTER BAYOU, AND ABOUT 2 FEET ABOVE
 AW1416'THE LEVEL OF THE ROAD.
 AW1416
 AW1416                          STATION RECOVERY (1971)
 AW1416
 AW1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1416'RECOVERED IN GOOD CONDITION.
 AW1416
 AW1416                          STATION RECOVERY (1978)
 AW1416
 AW1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1416'RECOVERED IN GOOD CONDITION.
 AW1416
 AW1416                          STATION RECOVERY (1997)
 AW1416
 AW1416'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1416'RECOVERED IN GOOD CONDITION.
 AW1416
 AW1416                          STATION RECOVERY (2001)
 AW1416
 AW1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1416
 AW1416                          STATION RECOVERY (2004)
 AW1416
 AW1416'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1416'GO TO N29 39 44.0  W094 32 00.3
 AW1416
 AW1416                          STATION RECOVERY (2005)
 AW1416
 AW1416'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0676 ***********************************************************************
 AW0676  DESIGNATION -  Q 1137
 AW0676  PID         -  AW0676
 AW0676  STATE/COUNTY-  TX/GALVESTON
 AW0676  USGS QUAD   -  SAN LUIS PASS (1974)
 AW0676
 AW0676                         *CURRENT SURVEY CONTROL
 AW0676  ___________________________________________________________________
 AW0676* NAD 83(1986)-  29 06 48.     (N)    095 04 55.     (W)     SCALED    
 AW0676* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 AW0676  ___________________________________________________________________
 AW0676  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AW0676
 AW0676  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0676
 AW0676.The horizontal coordinates were scaled from a topographic map and have
 AW0676.an estimated accuracy of +/- 6 seconds.
 AW0676
 AW0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0676.The vertical order pertains to the NGVD 29 superseded value.
 AW0676
 AW0676.The geoid height was determined by GEOID03.
 AW0676
 AW0676;                    North         East    Units  Estimated Accuracy
 AW0676;SPC TXSC     - 4,148,250.      981,230.      MT  (+/- 180 meters Scaled)
 AW0676
 AW0676                          SUPERSEDED SURVEY CONTROL
 AW0676
 AW0676  NGVD 29 (??/??/92)    2.363  (m)            7.75   (f) ADJ UNCH    1 2
 AW0676
 AW0676.Superseded values are not recommended for survey control.
 AW0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0676.See file dsdata.txt to determine how the superseded data were derived.
 AW0676
 AW0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN974223(NAD 83)
 AW0676_MARKER: DB = BENCH MARK DISK
 AW0676_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0676_SP_SET: 48 FEET
 AW0676_STAMPING: Q 1137 1958
 AW0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0676
 AW0676  HISTORY     - Date     Condition        Report By
 AW0676  HISTORY     - 1958     MONUMENTED       CGS
 AW0676  HISTORY     - 1964     GOOD             NGS
 AW0676  HISTORY     - 1971     GOOD             NGS
 AW0676  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0676  HISTORY     - 19990604 MARK NOT FOUND   USPSQD
 AW0676  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 AW0676  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW0676
 AW0676                          STATION DESCRIPTION
 AW0676
 AW0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0676'23.75 MI SW FROM GALVESTON.
 AW0676'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0676'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0676'NORTHWEST ALONG A PAVED ROAD, THENCE 17.0 MILES SOUTHWEST ALONG
 AW0676'STEWART ROAD, AT THE ENTRANCE TO A PASTURE, 65 FEET NORTHWEST OF THE
 AW0676'CENTER LINE OF THE ROAD, 71 1/2 FEET SOUTHWEST OF A POWER POLE, 54 1/2
 AW0676'FEET NORTHEAST OF THE CENTER LINE OF A TRAIL ROAD AND THE CENTER OF AN
 AW0676'ALUMINUM GATE, 4 1/2 FEET NORTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST OF
 AW0676'A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF
 AW0676'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 48 FEET AND
 AW0676'IS ENCASED IN A 6-INCH TILE THAT IS ABOUT 1 FOOT BELOW THE LEVEL OF
 AW0676'THE GROUND.
 AW0676
 AW0676                          STATION RECOVERY (1971)
 AW0676
 AW0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0676'RECOVERED IN GOOD CONDITION.
 AW0676
 AW0676                          STATION RECOVERY (1978)
 AW0676
 AW0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0676'SEARCHED FOR NOT RECOVERED.
 AW0676
 AW0676                          STATION RECOVERY (1999)
 AW0676
 AW0676'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0676'MARK NOT FOUND.
 AW0676
 AW0676                          STATION RECOVERY (2003)
 AW0676
 AW0676'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0676'MARK NOT FOUND.
 AW0676
 AW0676                          STATION RECOVERY (2004)
 AW0676
 AW0676'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3004 ***********************************************************************
 AW3004  DESIGNATION -  Q 1138
 AW3004  PID         -  AW3004
 AW3004  STATE/COUNTY-  TX/CHAMBERS
 AW3004  USGS QUAD   -  MORGANS POINT (1993)
 AW3004
 AW3004                         *CURRENT SURVEY CONTROL
 AW3004  ___________________________________________________________________
 AW3004* NAD 83(1986)-  29 37 49.     (N)    094 57 31.     (W)     SCALED    
 AW3004* NAVD 88     -         1.36   (+/-2cm)       4.5    (feet)  VERTCON   
 AW3004  ___________________________________________________________________
 AW3004  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW3004
 AW3004  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3004
 AW3004.The horizontal coordinates were scaled from a topographic map and have
 AW3004.an estimated accuracy of +/- 6 seconds.
 AW3004
 AW3004.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3004.The vertical order pertains to the NGVD 29 superseded value.
 AW3004
 AW3004.The geoid height was determined by GEOID03.
 AW3004
 AW3004;                    North         East    Units  Estimated Accuracy
 AW3004;SPC TXSC     - 4,205,910.      991,250.      MT  (+/- 180 meters Scaled)
 AW3004
 AW3004                          SUPERSEDED SURVEY CONTROL
 AW3004
 AW3004  NGVD 29 (??/??/92)    1.361  (m)            4.47   (f) ADJ UNCH    1 2
 AW3004
 AW3004.Superseded values are not recommended for survey control.
 AW3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3004.See file dsdata.txt to determine how the superseded data were derived.
 AW3004
 AW3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN103794(NAD 83)
 AW3004_MARKER: DB = BENCH MARK DISK
 AW3004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW3004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW3004_STAMPING: Q 1138 1958
 AW3004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3004
 AW3004  HISTORY     - Date     Condition        Report By
 AW3004  HISTORY     - 1958     MONUMENTED       CGS
 AW3004  HISTORY     - 1964     GOOD             NGS
 AW3004
 AW3004                          STATION DESCRIPTION
 AW3004
 AW3004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3004'4.25 MI SE FROM MORGAN POINT.
 AW3004'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW3004'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE 4.1 MILES
 AW3004'SOUTHEAST ALONG THE SOUTHWEST SHORE OF ATKINSON ISLAND, ABOUT 0.15
 AW3004'MILE NORTHWEST OF THE SOUTHEAST END OF THE ISLAND, ABOUT 150 YARDS
 AW3004'NORTHEAST OF RANGE LIGHT NUMBER 80, ABOUT 75 FEET SOUTHEAST OF THE
 AW3004'FOOT OF A CLAY HILL, 75 FEET NORTHEAST OF THE HIGH WATER LINE, 4.5
 AW3004'FEET NORTHWEST OF A METAL WITNESS POST, A DISK ON THE TOP OF A 3-INCH
 AW3004'IRON PIPE PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0185 ***********************************************************************
 BL0185  DESIGNATION -  Q 1139
 BL0185  PID         -  BL0185
 BL0185  STATE/COUNTY-  TX/JEFFERSON
 BL0185  USGS QUAD   -  NOME (1984)
 BL0185
 BL0185                         *CURRENT SURVEY CONTROL
 BL0185  ___________________________________________________________________
 BL0185* NAD 83(1986)-  30 02 19.     (N)    094 23 46.     (W)     SCALED    
 BL0185* NAVD 88     -        12.98   (+/-2cm)      42.6    (feet)  VERTCON   
 BL0185  ___________________________________________________________________
 BL0185  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0185
 BL0185  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0185
 BL0185.The horizontal coordinates were scaled from a topographic map and have
 BL0185.an estimated accuracy of +/- 6 seconds.
 BL0185
 BL0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0185.The vertical order pertains to the NGVD 29 superseded value.
 BL0185
 BL0185.The geoid height was determined by GEOID03.
 BL0185
 BL0185;                    North         East    Units  Estimated Accuracy
 BL0185;SPC TXSC     - 4,253,150.    1,043,900.      MT  (+/- 180 meters Scaled)
 BL0185
 BL0185                          SUPERSEDED SURVEY CONTROL
 BL0185
 BL0185  NGVD 29 (??/??/92)   12.993  (m)           42.63   (f) ADJ UNCH    1 2
 BL0185
 BL0185.Superseded values are not recommended for survey control.
 BL0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0185.See file dsdata.txt to determine how the superseded data were derived.
 BL0185
 BL0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP653238(NAD 83)
 BL0185_MARKER: DB = BENCH MARK DISK
 BL0185_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0185_SP_SET: 48 FT.
 BL0185_STAMPING: Q 1139 1959
 BL0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0185
 BL0185  HISTORY     - Date     Condition        Report By
 BL0185  HISTORY     - 1959     MONUMENTED       CGS
 BL0185  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0185  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 BL0185  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0185  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0185  HISTORY     - 20030310 MARK NOT FOUND   USPSQD
 BL0185  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0185
 BL0185                          STATION DESCRIPTION
 BL0185
 BL0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BL0185'1.7 MI E FROM NOME.
 BL0185'1.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0185'STATION AT NOME, AT THE FARM AIR SERVICE AIRPORT, AT THE NORTHEAST
 BL0185'CORNER OF THE RUNWAY, 229 FEET SOUTH AND ACROSS U. S. HIGHWAY 90 FROM
 BL0185'THE SOUTH RAIL, 142 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 282
 BL0185'FEET EAST OF THE NORTHEAST CORNER OF THE HANGAR, 13 FEET WEST OF THE
 BL0185'WEST BANK OF A CANAL, 1.3 FEET NORTH OF A METAL WITNESS POST, AND ON
 BL0185'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 BL0185'48 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.  NOTE--
 BL0185'THE NEW EASTBOUND LANE OF THE HIGHWAY WAS BUILT.  THE DESCRIBED
 BL0185'LOCATION IS IN THE SOUTH EDGE OF THE SIDE DITCH.
 BL0185
 BL0185                          STATION RECOVERY (1972)
 BL0185
 BL0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0185'MARK NOT FOUND.
 BL0185
 BL0185                          STATION RECOVERY (1994)
 BL0185
 BL0185'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0185'MARK NOT FOUND.
 BL0185
 BL0185                          STATION RECOVERY (2001)
 BL0185
 BL0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0185
 BL0185                          STATION RECOVERY (2001)
 BL0185
 BL0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0185
 BL0185                          STATION RECOVERY (2003)
 BL0185
 BL0185'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0185'MARK NOT FOUND.
 BL0185
 BL0185                          STATION RECOVERY (2004)
 BL0185
 BL0185'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0295 ***********************************************************************
 DO0295  DESIGNATION -  Q 114
 DO0295  PID         -  DO0295
 DO0295  STATE/COUNTY-  TX/WICHITA
 DO0295  USGS QUAD   -  IOWA PARK (1972)
 DO0295
 DO0295                         *CURRENT SURVEY CONTROL
 DO0295  ___________________________________________________________________
 DO0295* NAD 83(1986)-  33 57 54.     (N)    098 44 59.     (W)     SCALED    
 DO0295* NAVD 88     -       308.275  (meters)    1011.40   (feet)  ADJUSTED  
 DO0295  ___________________________________________________________________
 DO0295  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DO0295  DYNAMIC HT  -         307.936 (meters)    1010.29  (feet)  COMP
 DO0295  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DO0295
 DO0295  VERT ORDER  -  FIRST     CLASS II
 DO0295
 DO0295.The horizontal coordinates were scaled from a topographic map and have
 DO0295.an estimated accuracy of +/- 6 seconds.
 DO0295
 DO0295.The orthometric height was determined by differential leveling
 DO0295.and adjusted by the National Geodetic Survey in June 1991..
 DO0295
 DO0295.The geoid height was determined by GEOID03.
 DO0295
 DO0295.The dynamic height is computed by dividing the NAVD 88
 DO0295.geopotential number by the normal gravity value computed on the
 DO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0295.degrees latitude (g = 980.6199 gals.).
 DO0295
 DO0295.The modeled gravity was interpolated from observed gravity values.
 DO0295
 DO0295;                    North         East    Units  Estimated Accuracy
 DO0295;SPC TXNC     - 2,254,900.      576,920.      MT  (+/- 180 meters Scaled)
 DO0295
 DO0295                          SUPERSEDED SURVEY CONTROL
 DO0295
 DO0295  NGVD 29 (??/??/92)  308.194  (m)         1011.13   (f) ADJ UNCH    1 2
 DO0295
 DO0295.Superseded values are not recommended for survey control.
 DO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0295.See file dsdata.txt to determine how the superseded data were derived.
 DO0295
 DO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC231583(NAD 83)
 DO0295_MARKER: DB = BENCH MARK DISK
 DO0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0295_SP_SET: ABUTMENT
 DO0295_STAMPING: 1011.133 Q 114 1933
 DO0295_MARK LOGO: CGS   
 DO0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0295
 DO0295  HISTORY     - Date     Condition        Report By
 DO0295  HISTORY     - 1933     MONUMENTED       CGS
 DO0295  HISTORY     - 1957     GOOD             NGS
 DO0295  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0295
 DO0295                          STATION DESCRIPTION
 DO0295
 DO0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0295'4.7 MI NW FROM IOWA PARK.
 DO0295'4.7 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0295'IOWA PARK, WICHITA COUNTY, AT BRIDGE 129.66, AND IN THE NORTH END OF
 DO0295'THE WEST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED 1011.133 Q 114
 DO0295'1933.
 DO0295
 DO0295                          STATION RECOVERY (2001)
 DO0295
 DO0295'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3128 ***********************************************************************
 AW3128  DESIGNATION -  Q 1140
 AW3128  PID         -  AW3128
 AW3128  STATE/COUNTY-  TX/LIBERTY
 AW3128  USGS QUAD   -  WHITES BAYOU (1994)
 AW3128
 AW3128                         *CURRENT SURVEY CONTROL
 AW3128  ___________________________________________________________________
 AW3128* NAD 83(1986)-  29 54 18.     (N)    094 36 47.     (W)     SCALED    
 AW3128* NAVD 88     -        10.49   (+/-2cm)      34.4    (feet)  VERTCON   
 AW3128  ___________________________________________________________________
 AW3128  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW3128
 AW3128  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3128
 AW3128.The horizontal coordinates were scaled from a topographic map and have
 AW3128.an estimated accuracy of +/- 6 seconds.
 AW3128
 AW3128.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3128.The vertical order pertains to the NGVD 29 superseded value.
 AW3128
 AW3128.The geoid height was determined by GEOID03.
 AW3128
 AW3128;                    North         East    Units  Estimated Accuracy
 AW3128;SPC TX C     - 3,040,620.    1,252,250.      MT  (+/- 180 meters Scaled)
 AW3128
 AW3128                          SUPERSEDED SURVEY CONTROL
 AW3128
 AW3128  NGVD 29 (??/??/92)   10.490  (m)           34.42   (f) ADJ UNCH    1 2
 AW3128
 AW3128.Superseded values are not recommended for survey control.
 AW3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3128.See file dsdata.txt to determine how the superseded data were derived.
 AW3128
 AW3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP442093(NAD 83)
 AW3128_MARKER: DB = BENCH MARK DISK
 AW3128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3128_STAMPING: Q 1140 1959
 AW3128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3128+STABILITY: SURFACE MOTION
 AW3128
 AW3128  HISTORY     - Date     Condition        Report By
 AW3128  HISTORY     - 1959     MONUMENTED       CGS
 AW3128  HISTORY     - 1973     GOOD             NGS
 AW3128  HISTORY     - 20060121 MARK NOT FOUND   USPSQD
 AW3128
 AW3128                          STATION DESCRIPTION
 AW3128
 AW3128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3128'3.25 MI N FROM HANKAMER.
 AW3128'ABOUT 3.25 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF
 AW3128'CHRIST AT HANKAMER, AT THE JUNCTION OF A SHELL ROAD LEADING EAST, 80
 AW3128'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE
 AW3128'CENTER LINE OF THE ROAD, 21 FEET SOUTH OF THE SOUTH END OF A STEEL
 AW3128'CATTLE GUARD, 1 FOOT WEST OF A FENCE, 1.2 FEET NORTH OF A METAL
 AW3128'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 AW3128'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 AW3128
 AW3128                          STATION RECOVERY (2006)
 AW3128
 AW3128'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3128'LOOKED BUT COULD NOT FIND IT THIS YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0134 ***********************************************************************
 AH0134  DESIGNATION -  Q 1141
 AH0134  PID         -  AH0134
 AH0134  STATE/COUNTY-  TX/SAN PATRICIO
 AH0134  USGS QUAD   -  TAFT (1975)
 AH0134
 AH0134                         *CURRENT SURVEY CONTROL
 AH0134  ___________________________________________________________________
 AH0134* NAD 83(1986)-  27 59 24.     (N)    097 25 13.     (W)     SCALED    
 AH0134* NAVD 88     -        15.770  (meters)      51.74   (feet)  ADJUSTED  
 AH0134  ___________________________________________________________________
 AH0134  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AH0134  DYNAMIC HT  -          15.746 (meters)      51.66  (feet)  COMP
 AH0134  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 AH0134
 AH0134  VERT ORDER  -  FIRST     CLASS I
 AH0134
 AH0134.The horizontal coordinates were scaled from a topographic map and have
 AH0134.an estimated accuracy of +/- 6 seconds.
 AH0134
 AH0134.The orthometric height was determined by differential leveling
 AH0134.and adjusted by the National Geodetic Survey in June 1991..
 AH0134.WARNING-Repeat measurements at this control monument indicate possible
 AH0134.vertical movement.
 AH0134
 AH0134.The geoid height was determined by GEOID03.
 AH0134
 AH0134.The dynamic height is computed by dividing the NAVD 88
 AH0134.geopotential number by the normal gravity value computed on the
 AH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0134.degrees latitude (g = 980.6199 gals.).
 AH0134
 AH0134.The modeled gravity was interpolated from observed gravity values.
 AH0134
 AH0134;                    North         East    Units  Estimated Accuracy
 AH0134;SPC TX S     - 5,257,870.      406,220.      MT  (+/- 180 meters Scaled)
 AH0134
 AH0134                          SUPERSEDED SURVEY CONTROL
 AH0134
 AH0134  NGVD 29 (??/??/92)   15.944  (m)           52.31   (f) ADJ UNCH    1 1
 AH0134
 AH0134.Superseded values are not recommended for survey control.
 AH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0134.See file dsdata.txt to determine how the superseded data were derived.
 AH0134
 AH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR553971(NAD 83)
 AH0134_MARKER: DB = BENCH MARK DISK
 AH0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0134_STAMPING: Q 1141 1959
 AH0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0134+STABILITY: SURFACE MOTION
 AH0134
 AH0134  HISTORY     - Date     Condition        Report By
 AH0134  HISTORY     - 1959     MONUMENTED       CGS
 AH0134  HISTORY     - 1978     GOOD             NGS
 AH0134  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0134  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0134
 AH0134                          STATION DESCRIPTION
 AH0134
 AH0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0134'1.75 MI NW FROM TAFT.
 AH0134'ABOUT 1.75 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0134'FROM THE STATION AT TAFT, 4 1/2 FEET NORTHWEST OF MILEPOST 129, 32
 AH0134'FEET NORTHEAST OF THE NORTHEAST RAIL, 77 FEET SOUTHWEST OF THE CENTER
 AH0134'LINE OF U. S. HIGHWAY 181, 3 POLES SOUTHEAST OF A PRIVATE ROAD
 AH0134'CROSSING, 1.4 FEET SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 2 FEET
 AH0134'BELOW THE LEVEL OF THE ROAD AND TRACKS, AND IN THE TOP OF A CONCRETE
 AH0134'POST PROJECTING 6 INCHES.
 AH0134
 AH0134                          STATION RECOVERY (1978)
 AH0134
 AH0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0134'RECOVERED IN GOOD CONDITION.
 AH0134
 AH0134                          STATION RECOVERY (1984)
 AH0134
 AH0134'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0134'MARK NOT FOUND.
 AH0134
 AH0134                          STATION RECOVERY (1995)
 AH0134
 AH0134'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3598 ***********************************************************************
 AW3598  DESIGNATION -  Q 1142
 AW3598  PID         -  AW3598
 AW3598  STATE/COUNTY-  TX/HARRIS
 AW3598  USGS QUAD   -  PASADENA (1995)
 AW3598
 AW3598                         *CURRENT SURVEY CONTROL
 AW3598  ___________________________________________________________________
 AW3598* NAD 83(1986)-  29 44 15.     (N)    095 08 31.     (W)     SCALED    
 AW3598* NAVD 88     -         3.40   (+/-2cm)      11.2    (feet)  VERTCON   
 AW3598  ___________________________________________________________________
 AW3598  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3598
 AW3598  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3598
 AW3598.The horizontal coordinates were scaled from a topographic map and have
 AW3598.an estimated accuracy of +/- 6 seconds.
 AW3598
 AW3598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3598.The vertical order pertains to the NGVD 29 superseded value.
 AW3598
 AW3598.The geoid height was determined by GEOID03.
 AW3598
 AW3598;                    North         East    Units  Estimated Accuracy
 AW3598;SPC TXSC     - 4,217,190.      973,120.      MT  (+/- 180 meters Scaled)
 AW3598
 AW3598                          SUPERSEDED SURVEY CONTROL
 AW3598
 AW3598  NGVD 29 (??/??/92)    3.396  (m)           11.14   (f) ADJ UNCH    1 2
 AW3598
 AW3598.Superseded values are not recommended for survey control.
 AW3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3598.See file dsdata.txt to determine how the superseded data were derived.
 AW3598
 AW3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN928916(NAD 83)
 AW3598_MARKER: DB = BENCH MARK DISK
 AW3598_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW3598_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW3598_STAMPING: Q 1142 1959
 AW3598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3598
 AW3598  HISTORY     - Date     Condition        Report By
 AW3598  HISTORY     - 1959     MONUMENTED       CGS
 AW3598  HISTORY     - 1964     GOOD             NGS
 AW3598  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 AW3598
 AW3598                          STATION DESCRIPTION
 AW3598
 AW3598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3598'5.7 MI SW FROM CHANNELVIEW.
 AW3598'ABOUT 2.6 MILES WEST ALONG MARKET STREET FROM THE POST OFFICE AT
 AW3598'CHANNELVIEW, THENCE 1.75 MILES SOUTH ALONG THE PENN CITY ROAD TO THE
 AW3598'NORTH ENTRANCE TO THE FORT HOUSTON SHIPYARD, THENCE 0.25 MILE SOUTH
 AW3598'THROUGH THE SHIPYARD, THENCE ABOUT 1.1 MILES EAST ALONG THE NORTH BANK
 AW3598'OF THE HOUSTON SHIP CHANNEL, 141 FEET NORTH OF THE HIGH WATER LINE,
 AW3598'112 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A NARROW DITCH WHICH
 AW3598'DRAINS INTO THE CHANNEL, 55 FEET SOUTHWEST OF THE MIDDLE OF 3 GAS
 AW3598'VALVES, 52 FEET SOUTHEAST OF A 24-INCH LIVE OAK TREE, 2.0 FEET SOUTH
 AW3598'OF A 4 X 4-INCH WOODEN POST, A DISK BRAZED ON THE TOP OF A 3-INCH IRON
 AW3598'PIPE THAT PROJECTS 10 INCHES.
 AW3598
 AW3598                          STATION RECOVERY (1998)
 AW3598
 AW3598'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3892 ***********************************************************************
 AW3892  DESIGNATION -  Q 1143
 AW3892  PID         -  AW3892
 AW3892  STATE/COUNTY-  TX/BRAZORIA
 AW3892  USGS QUAD   -  DANBURY (1974)
 AW3892
 AW3892                         *CURRENT SURVEY CONTROL
 AW3892  ___________________________________________________________________
 AW3892* NAD 83(1986)-  29 14 08.     (N)    095 20 31.     (W)     SCALED    
 AW3892* NAVD 88     -         6.85   (+/-2cm)      22.5    (feet)  VERTCON   
 AW3892  ___________________________________________________________________
 AW3892  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW3892
 AW3892  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW3892
 AW3892.The horizontal coordinates were scaled from a topographic map and have
 AW3892.an estimated accuracy of +/- 6 seconds.
 AW3892
 AW3892.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3892.The vertical order pertains to the NGVD 29 superseded value.
 AW3892
 AW3892.The geoid height was determined by GEOID03.
 AW3892
 AW3892;                    North         East    Units  Estimated Accuracy
 AW3892;SPC TXSC     - 4,160,960.      955,520.      MT  (+/- 180 meters Scaled)
 AW3892
 AW3892                          SUPERSEDED SURVEY CONTROL
 AW3892
 AW3892  NGVD 29 (??/??/92)    6.86   (m)           22.5    (f) COMPUTED    1 1
 AW3892
 AW3892.Superseded values are not recommended for survey control.
 AW3892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3892.See file dsdata.txt to determine how the superseded data were derived.
 AW3892
 AW3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN723363(NAD 83)
 AW3892_MARKER: DB = BENCH MARK DISK
 AW3892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3892_SP_SET: WELL CASING
 AW3892_STAMPING: Q 1143 1959
 AW3892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3892
 AW3892  HISTORY     - Date     Condition        Report By
 AW3892  HISTORY     - 1959     MONUMENTED       CGS
 AW3892  HISTORY     - 1973     GOOD             NGS
 AW3892
 AW3892                          STATION DESCRIPTION
 AW3892
 AW3892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3892'0.85 MI NW FROM DANBURY.
 AW3892'0.65 MILE NORTHWEST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY,
 AW3892'THENCE 0.2 MILE SOUTHWEST ALONG A TRACK ROAD, AT THE DANBURY GAS UNIT
 AW3892'1, WELL 1, WHICH IS 9,951 FEET DEEP, CEMENTED VERTICALLY ON THE
 AW3892'NORTHWEST SIDE OF A 9 5/8-INCH WELL CASING, 49 FEET NORTHWEST OF THE
 AW3892'CENTER LINE OF THE TRACK ROAD, 119 FEET SOUTHWEST OF A 6-INCH WELL
 AW3892'CASING UNDER A STEEL WINDMILL, 171 FEET NORTH OF A 10-INCH THREE
 AW3892'FORKED TREE, 128 1/2 FEET EAST OF A LONE TREE, AND ABOUT 0.15 MILE
 AW3892'SOUTH-SOUTHEAST OF A TAN BRICK FARMHOUSE, AND ABOUT 2 1/2 FEET BELOW
 AW3892'THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0997 ***********************************************************************
 AW0997  DESIGNATION -  Q 1144
 AW0997  PID         -  AW0997
 AW0997  STATE/COUNTY-  TX/GALVESTON
 AW0997  USGS QUAD   -  ALGOA (1974)
 AW0997
 AW0997                         *CURRENT SURVEY CONTROL
 AW0997  ___________________________________________________________________
 AW0997* NAD 83(1986)-  29 27 58.     (N)    095 13 24.     (W)     SCALED    
 AW0997* NAVD 88     -        11.431  (meters)      37.50   (feet)  ADJUSTED  
 AW0997  ___________________________________________________________________
 AW0997  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW0997  DYNAMIC HT  -          11.416 (meters)      37.45  (feet)  COMP
 AW0997  MODELED GRAV-     979,267.8   (mgal)                       NAVD 88
 AW0997  OBS GRAVITY -     979,267.3   (mgal)                       GRAV_OBS
 AW0997
 AW0997  VERT ORDER  -  FIRST     CLASS II
 AW0997
 AW0997.The horizontal coordinates were scaled from a topographic map and have
 AW0997.an estimated accuracy of +/- 6 seconds.
 AW0997
 AW0997.The orthometric height was determined by differential leveling
 AW0997.and adjusted by the National Geodetic Survey in June 1991..
 AW0997
 AW0997.The geoid height was determined by GEOID03.
 AW0997
 AW0997.The dynamic height is computed by dividing the NAVD 88
 AW0997.geopotential number by the normal gravity value computed on the
 AW0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0997.degrees latitude (g = 980.6199 gals.).
 AW0997
 AW0997.The modeled gravity was interpolated from observed gravity values.
 AW0997.The observed gravity was obtained from relative gravimeter ties
 AW0997.to the IGSN71 gravity network.
 AW0997
 AW0997;                    North         East    Units  Estimated Accuracy
 AW0997;SPC TXSC     - 4,186,870.      966,220.      MT  (+/- 180 meters Scaled)
 AW0997
 AW0997                          SUPERSEDED SURVEY CONTROL
 AW0997
 AW0997  NGVD 29 (12/23/87)   11.428  (m)           37.49   (f) ADJUSTED    1 2
 AW0997
 AW0997.Superseded values are not recommended for survey control.
 AW0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0997.See file dsdata.txt to determine how the superseded data were derived.
 AW0997
 AW0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN843616(NAD 83)
 AW0997_MARKER: DB = BENCH MARK DISK
 AW0997_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0997_SP_SET: 1202 FT TV TOWER FOUNDATION
 AW0997_STAMPING: Q 1144 1959
 AW0997_MARK LOGO: CGS   
 AW0997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0997+STABILITY: POSITION/ELEVATION WELL
 AW0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0997+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 AW0997
 AW0997  HISTORY     - Date     Condition        Report By
 AW0997  HISTORY     - 1959     MONUMENTED       CGS
 AW0997  HISTORY     - 1973     GOOD             NGS
 AW0997  HISTORY     - 1978     GOOD             NGS
 AW0997  HISTORY     - 1987     GOOD             NGS
 AW0997  HISTORY     - 20000310 GOOD             USPSQD
 AW0997  HISTORY     - 20040124 GOOD             USPSQD
 AW0997
 AW0997                          STATION DESCRIPTION
 AW0997
 AW0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0997'2.35 MI NE FROM ALVIN.
 AW0997'2.2 MILES NORTHEAST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE
 AW0997'HIGHWAY 35 (BUSINESS ROUTE) AT ALVIN, THENCE 0.15 MILE EAST TO CHANEL
 AW0997'8 KUTV TRANSMISION TOWER, INSIDE THE 3 LEGS OF A 1202 FOOT HIGH STEEL
 AW0997'TOWER, 1.0 FOOT EAST OF THE WEST LEG OF THE TOWER, 40 FEET SOUTHEAST
 AW0997'OF THE TRANSMITTER BUILDING, AND SET IN THE TOP OF THE FOUNDATION
 AW0997'ABOUT 0.5 FOOT ABOVE THE CONCRETE APRON AROUND THE TOWER AND BUILDING.
 AW0997
 AW0997                          STATION RECOVERY (1978)
 AW0997
 AW0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0997'RECOVERED IN GOOD CONDITION.
 AW0997
 AW0997                          STATION RECOVERY (1987)
 AW0997
 AW0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0997'RECOVERED IN GOOD CONDITION, THE TO REACH SHOULD BE CHANGED TO
 AW0997'READ--2.4 KM (1.5 MI) NORTHEAST ALONG FARM ROAD 528 FROM THE
 AW0997'INTERSECTION OF STATE HIGHWAY 35 IN ALVIN, THENCE 0.25 KM (0.15 MI)
 AW0997'EAST TO CHANNEL 8 KUHT TRANSMISSION TOWER. THE OLD CALL LETTERS WERE
 AW0997'(KUTV).
 AW0997
 AW0997                          STATION RECOVERY (2000)
 AW0997
 AW0997'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW0997'RECOVERED IN GOOD CONDITION.
 AW0997
 AW0997                          STATION RECOVERY (2004)
 AW0997
 AW0997'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1481 ***********************************************************************
 AW1481  DESIGNATION -  Q 1145
 AW1481  PID         -  AW1481
 AW1481  STATE/COUNTY-  TX/CHAMBERS
 AW1481  USGS QUAD   -  COVE (1993)
 AW1481
 AW1481                         *CURRENT SURVEY CONTROL
 AW1481  ___________________________________________________________________
 AW1481* NAD 83(1986)-  29 50 09.     (N)    094 46 04.     (W)     SCALED    
 AW1481* NAVD 88     -         9.10   (+/-2cm)      29.9    (feet)  VERTCON   
 AW1481  ___________________________________________________________________
 AW1481  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW1481
 AW1481  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1481
 AW1481.The horizontal coordinates were scaled from a topographic map and have
 AW1481.an estimated accuracy of +/- 6 seconds.
 AW1481
 AW1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1481.The vertical order pertains to the NGVD 29 superseded value.
 AW1481
 AW1481.The geoid height was determined by GEOID03.
 AW1481
 AW1481;                    North         East    Units  Estimated Accuracy
 AW1481;SPC TXSC     - 4,229,330.    1,008,890.      MT  (+/- 180 meters Scaled)
 AW1481
 AW1481                          SUPERSEDED SURVEY CONTROL
 AW1481
 AW1481  NGVD 29 (??/??/92)    9.105  (m)           29.87   (f) ADJ UNCH    1 2
 AW1481
 AW1481.Superseded values are not recommended for survey control.
 AW1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1481.See file dsdata.txt to determine how the superseded data were derived.
 AW1481
 AW1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP292019(NAD 83)
 AW1481_MARKER: DB = BENCH MARK DISK
 AW1481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1481_SP_SET: BRIDGE
 AW1481_STAMPING: Q 1145 1959
 AW1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1481
 AW1481  HISTORY     - Date     Condition        Report By
 AW1481  HISTORY     - 1959     MONUMENTED       CGS
 AW1481  HISTORY     - 1973     GOOD             NGS
 AW1481  HISTORY     - 1978     GOOD             NGS
 AW1481  HISTORY     - 1990     GOOD             USPSQD
 AW1481  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW1481  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1481  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW1481  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1481
 AW1481                          STATION DESCRIPTION
 AW1481
 AW1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1481'2.2 MI E FROM COVE.
 AW1481'ABOUT 2.2 MILES EAST ALONG INTERSTATE HIGHWAY 10 FROM THE OVERPASS
 AW1481'OVER FARM ROAD 565 AT COVE, AT THE WEST END OF THE BRIDGE OVER THE
 AW1481'TRINITY RIVER, 14 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 AW1481'TRAFFIC LANES, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 AW1481'ABUTMENT OF THE BRIDGE, AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE
 AW1481'HIGHWAY.
 AW1481
 AW1481                          STATION RECOVERY (1978)
 AW1481
 AW1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1481'RECOVERED IN GOOD CONDITION.
 AW1481
 AW1481                          STATION RECOVERY (1990)
 AW1481
 AW1481'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1481'RECOVERED IN GOOD CONDITION.
 AW1481
 AW1481                          STATION RECOVERY (1996)
 AW1481
 AW1481'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1481'MARK NOT FOUND.
 AW1481
 AW1481                          STATION RECOVERY (2001)
 AW1481
 AW1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1481'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1481
 AW1481                          STATION RECOVERY (2004)
 AW1481
 AW1481'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW1481'MARK NOT FOUND.
 AW1481
 AW1481                          STATION RECOVERY (2005)
 AW1481
 AW1481'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1548 ***********************************************************************
 AW1548  DESIGNATION -  Q 1146
 AW1548  PID         -  AW1548
 AW1548  STATE/COUNTY-  TX/HARRIS
 AW1548  USGS QUAD   -  LA PORTE (1982)
 AW1548
 AW1548                         *CURRENT SURVEY CONTROL
 AW1548  ___________________________________________________________________
 AW1548* NAD 83(1986)-  29 41 19.     (N)    095 01 50.     (W)     SCALED    
 AW1548* NAVD 88     -         7.240  (meters)      23.75   (feet)  ADJUSTED  
 AW1548  ___________________________________________________________________
 AW1548  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1548  DYNAMIC HT  -           7.230 (meters)      23.72  (feet)  COMP
 AW1548  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 AW1548  OBS GRAVITY -     979,281.1   (mgal)                       GRAV_OBS
 AW1548
 AW1548  VERT ORDER  -  FIRST     CLASS I
 AW1548
 AW1548.The horizontal coordinates were scaled from a topographic map and have
 AW1548.an estimated accuracy of +/- 6 seconds.
 AW1548
 AW1548.The orthometric height was determined by differential leveling
 AW1548.and adjusted by the National Geodetic Survey in June 1991..
 AW1548
 AW1548.The geoid height was determined by GEOID03.
 AW1548
 AW1548.The dynamic height is computed by dividing the NAVD 88
 AW1548.geopotential number by the normal gravity value computed on the
 AW1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1548.degrees latitude (g = 980.6199 gals.).
 AW1548
 AW1548.The modeled gravity was interpolated from observed gravity values.
 AW1548.The observed gravity was obtained from relative gravimeter ties
 AW1548.to the IGSN71 gravity network.
 AW1548
 AW1548;                    North         East    Units  Estimated Accuracy
 AW1548;SPC TXSC     - 4,212,130.      984,070.      MT  (+/- 180 meters Scaled)
 AW1548
 AW1548                          SUPERSEDED SURVEY CONTROL
 AW1548
 AW1548  NGVD 29 (12/23/87)    7.237  (m)           23.74   (f) ADJUSTED    1 1
 AW1548
 AW1548.Superseded values are not recommended for survey control.
 AW1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1548.See file dsdata.txt to determine how the superseded data were derived.
 AW1548
 AW1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN035860(NAD 83)
 AW1548_MARKER: DB = BENCH MARK DISK
 AW1548_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1548_SP_SET: BRIDGE ABUTMENT
 AW1548_STAMPING: Q 1146 1959
 AW1548_MARK LOGO: CGS   
 AW1548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1548
 AW1548  HISTORY     - Date     Condition        Report By
 AW1548  HISTORY     - 1959     MONUMENTED       CGS
 AW1548  HISTORY     - 1973     GOOD             NGS
 AW1548  HISTORY     - 1976     GOOD             NGS
 AW1548  HISTORY     - 1978     GOOD             NGS
 AW1548  HISTORY     - 1980     GOOD             NGS
 AW1548  HISTORY     - 1980     GOOD             NGS
 AW1548  HISTORY     - 1983     GOOD             NGS
 AW1548  HISTORY     - 1987     GOOD             USPSQD
 AW1548  HISTORY     - 1987     GOOD             USPSQD
 AW1548  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1548  HISTORY     - 1987     GOOD             NGS
 AW1548  HISTORY     - 1988     GOOD             USPSQD
 AW1548  HISTORY     - 1989     GOOD             USPSQD
 AW1548  HISTORY     - 1989     GOOD             USPSQD
 AW1548  HISTORY     - 1989     GOOD             USPSQD
 AW1548  HISTORY     - 1989     GOOD             USPSQD
 AW1548  HISTORY     - 1990     GOOD             USPSQD
 AW1548  HISTORY     - 19931122 GOOD             USPSQD
 AW1548  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AW1548  HISTORY     - 20020311 MARK NOT FOUND   USPSQD
 AW1548  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW1548
 AW1548                          STATION DESCRIPTION
 AW1548
 AW1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1548'2.2 MI NW FROM LA PORTE.
 AW1548'ABOUT 0.6 MILE WEST ALONG W. MAIN ST. FROM THE INTERSECTION OF
 AW1548'BROADWAY AND SAN JACINTO AVE. AT LA PORTE, THENCE 1.5 MILES NORTH
 AW1548'ALONG STATE HIGHWAY 146, THENCE 0.1 MILE NORTHWEST ALONG STATE HIGHWAY
 AW1548'225, AT THE LOWER ONE OF TWO OVERPASSES, 16 FEET SOUTHEAST OF THE
 AW1548'CENTER LINE OF THE HIGHWAY, AND ABOUT 7 INCHES ABOVE THE LEVEL OF THE
 AW1548'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 AW1548'ABUTMENT.
 AW1548
 AW1548                          STATION RECOVERY (1976)
 AW1548
 AW1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1978)
 AW1548
 AW1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1980)
 AW1548
 AW1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1980)
 AW1548
 AW1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1983)
 AW1548
 AW1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1987)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1987)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1987)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1548'MARK NOT FOUND.
 AW1548
 AW1548                          STATION RECOVERY (1987)
 AW1548
 AW1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1988)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1989)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1989)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1989)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1989)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1990)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (1993)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1548'RECOVERED IN GOOD CONDITION.
 AW1548
 AW1548                          STATION RECOVERY (2002)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1548'MARK NOT FOUND.
 AW1548
 AW1548                          STATION RECOVERY (2002)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1548'MARK NOT FOUND.
 AW1548
 AW1548                          STATION RECOVERY (2005)
 AW1548
 AW1548'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3804 ***********************************************************************
 AW3804  DESIGNATION -  Q 1147
 AW3804  PID         -  AW3804
 AW3804  STATE/COUNTY-  TX/HARRIS
 AW3804  USGS QUAD   -  PASADENA (1995)
 AW3804
 AW3804                         *CURRENT SURVEY CONTROL
 AW3804  ___________________________________________________________________
 AW3804* NAD 83(1986)-  29 39 55.     (N)    095 10 21.     (W)     SCALED    
 AW3804* NAVD 88     -        12.00   (+/-2cm)      39.4    (feet)  VERTCON   
 AW3804  ___________________________________________________________________
 AW3804  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW3804
 AW3804  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3804
 AW3804.The horizontal coordinates were scaled from a topographic map and have
 AW3804.an estimated accuracy of +/- 6 seconds.
 AW3804
 AW3804.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3804.The vertical order pertains to the NGVD 29 superseded value.
 AW3804
 AW3804.The geoid height was determined by GEOID03.
 AW3804
 AW3804;                    North         East    Units  Estimated Accuracy
 AW3804;SPC TXSC     - 4,209,090.      970,420.      MT  (+/- 180 meters Scaled)
 AW3804
 AW3804                          SUPERSEDED SURVEY CONTROL
 AW3804
 AW3804  NGVD 29 (??/??/92)   11.998  (m)           39.36   (f) ADJ UNCH    1 2
 AW3804
 AW3804.Superseded values are not recommended for survey control.
 AW3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3804.See file dsdata.txt to determine how the superseded data were derived.
 AW3804
 AW3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN897836(NAD 83)
 AW3804_MARKER: DB = BENCH MARK DISK
 AW3804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3804_STAMPING: Q 1147 1959
 AW3804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3804+STABILITY: SURFACE MOTION
 AW3804
 AW3804  HISTORY     - Date     Condition        Report By
 AW3804  HISTORY     - 1959     MONUMENTED       CGS
 AW3804  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3804  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW3804  HISTORY     - 20030206 POOR             USPSQD
 AW3804  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW3804
 AW3804                          STATION DESCRIPTION
 AW3804
 AW3804'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3804'3.85 MI E FROM DUMONT (SOUTH HOUSTON).
 AW3804'ABOUT 0.1 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW3804'RAILROAD FROM THE STATION AT DUMONT, THENCE ABOUT 3.75 MILES EAST
 AW3804'ALONG SPENCER HIGHWAY, AT THE JUNCTION OF PRESTON AVENUE LEADING
 AW3804'NORTH, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 130 FEET WEST
 AW3804'OF THE CENTER LINE OF PRESTON AVENUE, 97 1/2 FEET WEST OF A POWER
 AW3804'POLE, 95 FEET WEST OF A FENCE CORNER POST, 1 FOOT SOUTH OF A FENCE,
 AW3804'1.5 FEET WEST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 AW3804'POST PROJECTING 4 INCHES.  NOTE-- IT WILL BE COVERED WITH ABOUT 2 FEET
 AW3804'OF DIRT AND A BLACKTOP COVER WHICH WILL BE A DRIVEWAY AT ENTRANCE TO A
 AW3804'SERVICE STATION.  NOTE-- A RESET MARK WAS FOUND 26 FEET WEST OF THE
 AW3804'DESCRIBED LOCATION OF THIS MARK.
 AW3804
 AW3804                          STATION RECOVERY (1964)
 AW3804
 AW3804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3804'MARK NOT FOUND.
 AW3804
 AW3804                          STATION RECOVERY (1998)
 AW3804
 AW3804'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3804'MARK NOT FOUND.
 AW3804
 AW3804                          STATION RECOVERY (2003)
 AW3804
 AW3804'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW3804'FOUNDATION FOUND BUT DISK IS MISSING.
 AW3804
 AW3804                          STATION RECOVERY (2004)
 AW3804
 AW3804'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3804'CORNER SERVICE STATION HAS BEEN TORN DOWN AND GROWN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1257 ***********************************************************************
 AW1257  DESIGNATION -  Q 1147 RESET
 AW1257  PID         -  AW1257
 AW1257  STATE/COUNTY-  TX/HARRIS
 AW1257  USGS QUAD   -  PASADENA (1995)
 AW1257
 AW1257                         *CURRENT SURVEY CONTROL
 AW1257  ___________________________________________________________________
 AW1257* NAD 83(1986)-  29 39 56.     (N)    095 10 22.     (W)     SCALED    
 AW1257* NAVD 88     -        10.949  (meters)      35.92   (feet)  ADJUSTED  
 AW1257  ___________________________________________________________________
 AW1257  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1257  DYNAMIC HT  -          10.934 (meters)      35.87  (feet)  COMP
 AW1257  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 AW1257
 AW1257  VERT ORDER  -  FIRST     CLASS II
 AW1257
 AW1257.The horizontal coordinates were scaled from a topographic map and have
 AW1257.an estimated accuracy of +/- 6 seconds.
 AW1257
 AW1257.The orthometric height was determined by differential leveling
 AW1257.and adjusted by the National Geodetic Survey in June 1991..
 AW1257
 AW1257.The geoid height was determined by GEOID03.
 AW1257
 AW1257.The dynamic height is computed by dividing the NAVD 88
 AW1257.geopotential number by the normal gravity value computed on the
 AW1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1257.degrees latitude (g = 980.6199 gals.).
 AW1257
 AW1257.The modeled gravity was interpolated from observed gravity values.
 AW1257
 AW1257;                    North         East    Units  Estimated Accuracy
 AW1257;SPC TXSC     - 4,209,120.      970,400.      MT  (+/- 180 meters Scaled)
 AW1257
 AW1257                          SUPERSEDED SURVEY CONTROL
 AW1257
 AW1257  NGVD 29 (12/23/87)   10.946  (m)           35.91   (f) ADJUSTED    1 2
 AW1257
 AW1257.Superseded values are not recommended for survey control.
 AW1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1257.See file dsdata.txt to determine how the superseded data were derived.
 AW1257
 AW1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN897837(NAD 83)
 AW1257_MARKER: DB = BENCH MARK DISK
 AW1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1257_SP_SET: CONCRETE POST
 AW1257_STAMPING: Q 1147 RESET 1962
 AW1257_MARK LOGO: CGS   
 AW1257_PROJECTION: PROJECTING 5 CENTIMETERS
 AW1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1257+STABILITY: SURFACE MOTION
 AW1257
 AW1257  HISTORY     - Date     Condition        Report By
 AW1257  HISTORY     - 1962     MONUMENTED       CGS
 AW1257  HISTORY     - 1964     GOOD             NGS
 AW1257  HISTORY     - 1978     GOOD             DOD
 AW1257  HISTORY     - 1978     GOOD             NGS
 AW1257  HISTORY     - 1978     GOOD             NGS
 AW1257  HISTORY     - 1978     GOOD             NGS
 AW1257  HISTORY     - 1986     GOOD             NGS
 AW1257  HISTORY     - 1987     GOOD             USPSQD
 AW1257  HISTORY     - 1988     GOOD             USPSQD
 AW1257  HISTORY     - 1988     GOOD             USPSQD
 AW1257  HISTORY     - 1988     GOOD             USPSQD
 AW1257  HISTORY     - 1988     GOOD             USPSQD
 AW1257  HISTORY     - 1988     GOOD             USPSQD
 AW1257  HISTORY     - 1988     GOOD             USPSQD
 AW1257  HISTORY     - 19880202 GOOD             LOCENG
 AW1257  HISTORY     - 1989     GOOD             USPSQD
 AW1257  HISTORY     - 1989     GOOD             USPSQD
 AW1257  HISTORY     - 1989     GOOD             USPSQD
 AW1257  HISTORY     - 1989     GOOD             USPSQD
 AW1257  HISTORY     - 1989     GOOD             USPSQD
 AW1257  HISTORY     - 1989     GOOD             USPSQD
 AW1257  HISTORY     - 1989     GOOD             USPSQD
 AW1257  HISTORY     - 1990     GOOD             USPSQD
 AW1257  HISTORY     - 19910202 GOOD             USPSQD
 AW1257  HISTORY     - 19980307 GOOD             USPSQD
 AW1257  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1257  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1257  HISTORY     - 20030206 GOOD             USPSQD
 AW1257  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1257
 AW1257                          STATION DESCRIPTION
 AW1257
 AW1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1257'3.85 MI E FROM DUMONT (SOUTH HOUSTON).
 AW1257'ABOUT 0.1 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1257'RAILROAD FROM THE STATION AT DUMONT (SOUTH HOUSTON), THENCE 3.75 MILES
 AW1257'EAST ALONG SPENCER HIGHWAY, 51 FEET NORTH OF THE CENTER LINE OF THE
 AW1257'HIGHWAY, 156 FEET WEST OF THE CENTER LINE OF PRESTON STREET, 66 FEET
 AW1257'SOUTH OF THE SOUTHWEST CORNER OF AN HUMBLE SERVICE STATION, 3 FEET
 AW1257'WEST OF A TELEPHONE BOOTH, 1.2 FEET EAST OF A METAL WITNESS POST, AND
 AW1257'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW1257
 AW1257                          STATION RECOVERY (1978)
 AW1257
 AW1257'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1978)
 AW1257
 AW1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1978)
 AW1257
 AW1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1978)
 AW1257
 AW1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1986)
 AW1257
 AW1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1257'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE WITH
 AW1257'THE FOLLOWING CORRECTIONS. CHANGE PRESTON STREET TO PRESTON AVENUE,
 AW1257'CHANGE HUMBLE SERVICE STATION TO EXXON AND ONLY THE CONCRETE
 AW1257'FOUNDATION OF TELEPHONE BOOTH REMAINES.  ADD. 0.94 METER (3.1 FT)
 AW1257'NORTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND (MOBILE
 AW1257'AMERICA USED HOMES).
 AW1257'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 AW1257'THE MARK IS 0.18 M ABOVE HIGHWAY.
 AW1257
 AW1257                          STATION RECOVERY (1987)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1988)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1988)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1988)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1988)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1988)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1988)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1988)
 AW1257
 AW1257'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1989)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1989)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1989)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1989)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1989)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1989)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1989)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1990)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1991)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (1998)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (2000)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1257'MARK NOT FOUND.
 AW1257
 AW1257                          STATION RECOVERY (2001)
 AW1257
 AW1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1257'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1257
 AW1257                          STATION RECOVERY (2003)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1257'RECOVERED IN GOOD CONDITION.
 AW1257
 AW1257                          STATION RECOVERY (2004)
 AW1257
 AW1257'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0009 ***********************************************************************
 AX0009  DESIGNATION -  Q 1148
 AX0009  PID         -  AX0009
 AX0009  STATE/COUNTY-  TX/AUSTIN
 AX0009  USGS QUAD   -  SAN FELIPE (1980)
 AX0009
 AX0009                         *CURRENT SURVEY CONTROL
 AX0009  ___________________________________________________________________
 AX0009* NAD 83(1986)-  29 46 27.     (N)    096 04 25.     (W)     SCALED    
 AX0009* NAVD 88     -        46.120  (meters)     151.31   (feet)  ADJUSTED  
 AX0009  ___________________________________________________________________
 AX0009  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0009  DYNAMIC HT  -          46.057 (meters)     151.11  (feet)  COMP
 AX0009  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 AX0009
 AX0009  VERT ORDER  -  FIRST     CLASS I
 AX0009
 AX0009.The horizontal coordinates were scaled from a topographic map and have
 AX0009.an estimated accuracy of +/- 6 seconds.
 AX0009
 AX0009.The orthometric height was determined by differential leveling
 AX0009.and adjusted by the National Geodetic Survey in June 1991..
 AX0009
 AX0009.The geoid height was determined by GEOID03.
 AX0009
 AX0009.The dynamic height is computed by dividing the NAVD 88
 AX0009.geopotential number by the normal gravity value computed on the
 AX0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0009.degrees latitude (g = 980.6199 gals.).
 AX0009
 AX0009.The modeled gravity was interpolated from observed gravity values.
 AX0009
 AX0009;                    North         East    Units  Estimated Accuracy
 AX0009;SPC TXSC     - 4,218,640.      882,930.      MT  (+/- 180 meters Scaled)
 AX0009
 AX0009                          SUPERSEDED SURVEY CONTROL
 AX0009
 AX0009  NGVD 29 (12/23/87)   46.100  (m)          151.25   (f) ADJUSTED    1 1
 AX0009
 AX0009.Superseded values are not recommended for survey control.
 AX0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0009.See file dsdata.txt to determine how the superseded data were derived.
 AX0009
 AX0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT829973(NAD 83)
 AX0009_MARKER: DB = BENCH MARK DISK
 AX0009_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0009_SP_SET: COPPER-CLAD STEEL ROD
 AX0009_STAMPING: Q 1148 1959
 AX0009_MARK LOGO: CGS   
 AX0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0009+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 AX0009
 AX0009  HISTORY     - Date     Condition        Report By
 AX0009  HISTORY     - 1959     MONUMENTED       CGS
 AX0009  HISTORY     - 1973     GOOD             NGS
 AX0009  HISTORY     - 1976     GOOD             NGS
 AX0009  HISTORY     - 1976     GOOD             NGS
 AX0009  HISTORY     - 1978     GOOD             NGS
 AX0009  HISTORY     - 1986     GOOD             NGS
 AX0009  HISTORY     - 1987     GOOD             USPSQD
 AX0009  HISTORY     - 19991017 GOOD             USPSQD
 AX0009  HISTORY     - 20041012 GOOD             USPSQD
 AX0009
 AX0009                          STATION DESCRIPTION
 AX0009
 AX0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0009'5.1 MI E FROM SEALY.
 AX0009'ABOUT 5.1 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0009'CROSSING OF STATE HIGHWAY 36 AT SEALY, ABOUT 0.1 FOOT EAST OF MICAK
 AX0009'ROAD OVER THE MISSOURI-KANSAS-TEXAS RAILROAD, 44 FEET NORTH OF THE
 AX0009'NORTH RAIL, 12.7 FEET NORTHWEST OF A POLE, 1.4 FEET SOUTH OF A FENCE,
 AX0009'86 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 1 1/2 FEET EAST OF A
 AX0009'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND IS
 AX0009'A DISK SET ON TOP OF A COPPER COATED STEEL ROD AND PROTECTED BY A
 AX0009'6-INCH CONCRETE TILE WHICH PROJECTS 5 INCHES.  THE ROD WAS DRIVEN TO A
 AX0009'DEPTH OF 48 FEET.
 AX0009
 AX0009                          STATION RECOVERY (1976)
 AX0009
 AX0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0009'RECOVERED IN GOOD CONDITION.
 AX0009
 AX0009                          STATION RECOVERY (1976)
 AX0009
 AX0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0009'RECOVERED IN GOOD CONDITION.
 AX0009
 AX0009                          STATION RECOVERY (1978)
 AX0009
 AX0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0009'ADD=0.1 MILE EAST OF MICAK ROAD, OMIT 0.1 MILE EAST OF MICAK ROAD,
 AX0009'ADD=43 FEET WEST OF POWER POLE WITH TRANSFORMER.
 AX0009'NOTE=THE NUMBER 8 IN 1148 HAD BEEN RESTAMPED AND IS HARD TO READ.
 AX0009
 AX0009                          STATION RECOVERY (1986)
 AX0009
 AX0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0009'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0009'ADD--NORTHWEST AND ACROSS THE RAILROAD FROM POWER POLE 4755 1/2 WITH A
 AX0009'TRANSFORMER.
 AX0009
 AX0009                          STATION RECOVERY (1987)
 AX0009
 AX0009'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX0009'RECOVERED IN GOOD CONDITION.
 AX0009
 AX0009                          STATION RECOVERY (1999)
 AX0009
 AX0009'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0009'RECOVERED IN GOOD CONDITION.
 AX0009
 AX0009                          STATION RECOVERY (2004)
 AX0009
 AX0009'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1172 ***********************************************************************
 BL1172  DESIGNATION -  Q 1149
 BL1172  PID         -  BL1172
 BL1172  STATE/COUNTY-  TX/MONTGOMERY
 BL1172  USGS QUAD   -  TAMINA (1979)
 BL1172
 BL1172                         *CURRENT SURVEY CONTROL
 BL1172  ___________________________________________________________________
 BL1172* NAD 83(1986)-  30 11 40.     (N)    095 26 43.     (W)     SCALED    
 BL1172* NAVD 88     -        37.944  (meters)     124.49   (feet)  ADJUSTED  
 BL1172  ___________________________________________________________________
 BL1172  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1172  DYNAMIC HT  -          37.893 (meters)     124.32  (feet)  COMP
 BL1172  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 BL1172
 BL1172  VERT ORDER  -  FIRST     CLASS I
 BL1172
 BL1172.The horizontal coordinates were scaled from a topographic map and have
 BL1172.an estimated accuracy of +/- 6 seconds.
 BL1172
 BL1172.The orthometric height was determined by differential leveling
 BL1172.and adjusted by the National Geodetic Survey in June 1991..
 BL1172
 BL1172.The geoid height was determined by GEOID03.
 BL1172
 BL1172.The dynamic height is computed by dividing the NAVD 88
 BL1172.geopotential number by the normal gravity value computed on the
 BL1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1172.degrees latitude (g = 980.6199 gals.).
 BL1172
 BL1172.The modeled gravity was interpolated from observed gravity values.
 BL1172
 BL1172;                    North         East    Units  Estimated Accuracy
 BL1172;SPC TX C     - 3,068,850.    1,170,550.      MT  (+/- 180 meters Scaled)
 BL1172
 BL1172                          SUPERSEDED SURVEY CONTROL
 BL1172
 BL1172  NGVD 29 (12/23/87)   37.945  (m)          124.49   (f) ADJUSTED    1 1
 BL1172
 BL1172.Superseded values are not recommended for survey control.
 BL1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1172.See file dsdata.txt to determine how the superseded data were derived.
 BL1172
 BL1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP645428(NAD 83)
 BL1172_MARKER: DB = BENCH MARK DISK
 BL1172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1172_SP_SET: SHALLOW-SET PIPE
 BL1172_STAMPING: Q 1149 1959
 BL1172_MARK LOGO: CGS   
 BL1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1172+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1172
 BL1172  HISTORY     - Date     Condition        Report By
 BL1172  HISTORY     - 1959     MONUMENTED       CGS
 BL1172  HISTORY     - 1973     GOOD             NGS
 BL1172  HISTORY     - 1978     GOOD             NGS
 BL1172  HISTORY     - 1987     GOOD             NGS
 BL1172  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1172  HISTORY     - 20050929 GOOD             USPSQD
 BL1172
 BL1172                          STATION DESCRIPTION
 BL1172
 BL1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1172'7.9 MI S FROM CONROE.
 BL1172'ABOUT 7.9 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1172'AT CONROE, 45.7 FEET EAST OF THE EAST RAIL, 41 1/2 FEET NORTHWEST OF A
 BL1172'HIGH-PRESSURE GAS LINE MARKER POST, 0.6 FOOT WEST OF A FENCE, ALSO 8.1
 BL1172'MILES NORTH OF SPRING, 1.3 FEET SOUTH OF A METAL WITNESS POST, AND
 BL1172'ABOUT 2 FEET BELOW THE LEVEL OF THE RAIL, SET IN THE TOP OF A 3-INCH
 BL1172'IRON PIPE PROJECTING 0.6 FOOT.
 BL1172
 BL1172                          STATION RECOVERY (1978)
 BL1172
 BL1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1172'RECOVERED IN GOOD CONDITION.
 BL1172
 BL1172                          STATION RECOVERY (1987)
 BL1172
 BL1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1172'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.7 KM (7.90
 BL1172'MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1172'WITH AVENUE A IN CONROE, OR 13.4 KM (8.35 MI) NORTHERLY ALONG THE
 BL1172'MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH SPRING SCHOOL ROAD IN
 BL1172'SPRING.
 BL1172
 BL1172                          STATION RECOVERY (2004)
 BL1172
 BL1172'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1172'MARK NOT FOUND.
 BL1172
 BL1172                          STATION RECOVERY (2005)
 BL1172
 BL1172'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1172'FOUND AS DESCRIBED. HAS A SURVEYORS SLAT AND ORANGE TAPE NEAR IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2163 ***********************************************************************
 CS2163  DESIGNATION -  Q 115
 CS2163  PID         -  CS2163
 CS2163  STATE/COUNTY-  TX/HOOD
 CS2163  USGS QUAD   -  GRANBURY (1979)
 CS2163
 CS2163                         *CURRENT SURVEY CONTROL
 CS2163  ___________________________________________________________________
 CS2163* NAD 83(1986)-  32 26 52.     (N)    097 47 11.     (W)     SCALED    
 CS2163* NAVD 88     -       215.849  (meters)     708.16   (feet)  ADJUSTED  
 CS2163  ___________________________________________________________________
 CS2163  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CS2163  DYNAMIC HT  -         215.588 (meters)     707.31  (feet)  COMP
 CS2163  MODELED GRAV-     979,423.9   (mgal)                       NAVD 88
 CS2163
 CS2163  VERT ORDER  -  SECOND    CLASS 0
 CS2163
 CS2163.The horizontal coordinates were scaled from a topographic map and have
 CS2163.an estimated accuracy of +/- 6 seconds.
 CS2163
 CS2163.The orthometric height was determined by differential leveling
 CS2163.and adjusted by the National Geodetic Survey in June 1991..
 CS2163
 CS2163.The geoid height was determined by GEOID03.
 CS2163
 CS2163.The dynamic height is computed by dividing the NAVD 88
 CS2163.geopotential number by the normal gravity value computed on the
 CS2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2163.degrees latitude (g = 980.6199 gals.).
 CS2163
 CS2163.The modeled gravity was interpolated from observed gravity values.
 CS2163
 CS2163;                    North         East    Units  Estimated Accuracy
 CS2163;SPC TXNC     - 2,086,850.      667,100.      MT  (+/- 180 meters Scaled)
 CS2163
 CS2163                          SUPERSEDED SURVEY CONTROL
 CS2163
 CS2163  NGVD 29 (??/??/92)  215.823  (m)          708.08   (f) ADJ UNCH    2 0
 CS2163
 CS2163.Superseded values are not recommended for survey control.
 CS2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2163.See file dsdata.txt to determine how the superseded data were derived.
 CS2163
 CS2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA140907(NAD 83)
 CS2163_MARKER: DB = BENCH MARK DISK
 CS2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2163_STAMPING: Q 115 1933 708.079
 CS2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2163+STABILITY: SURFACE MOTION
 CS2163
 CS2163  HISTORY     - Date     Condition        Report By
 CS2163  HISTORY     - 1933     MONUMENTED       CGS
 CS2163  HISTORY     - 1952     GOOD             NGS
 CS2163  HISTORY     - 1959     MARK NOT FOUND   USGS
 CS2163
 CS2163                          STATION DESCRIPTION
 CS2163
 CS2163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2163'IN GRANBURY.
 CS2163'IT IS AT GRANBURY, HOOD COUNTY, ABOUT 134 FEET EAST OF THE SANTA FE
 CS2163'DEPOT, SOUTHEAST CORNER, 21.5 FEET EAST OF THE EAST EDGE OF THE
 CS2163'RAILROAD STANDPIPE, 45 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 CS2163'TRACKS, AND 32 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 26.5 FEET
 CS2163'NORTH OF A POLE.  A STANDARD DISK IN A CONCRETE MONUMENT, STAMPED AS
 CS2163'ABOVE, ABOUT 5 INCHES BELOW THE SURFACE OF A GRAVEL ROADWAY.  A FLAT
 CS2163'ROCK ABOUT FLUSH WITH THE SURFACE IS OVER THE MARK. NOTE-- THE AREA
 CS2163'WHERE THIS MARK IS LOCATED IS NOW USED AS A ROAD.  PERHAPS THE BENCH
 CS2163'MARK IS UNDERNEATH THE SURFACE OF THE ROAD.
 CS2163
 CS2163                          STATION RECOVERY (1959)
 CS2163
 CS2163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS2163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2354 ***********************************************************************
 AW2354  DESIGNATION -  Q 1150
 AW2354  PID         -  AW2354
 AW2354  STATE/COUNTY-  TX/HARRIS
 AW2354  USGS QUAD   -  BELLAIRE (1995)
 AW2354
 AW2354                         *CURRENT SURVEY CONTROL
 AW2354  ___________________________________________________________________
 AW2354* NAD 83(1986)-  29 43 32.     (N)    095 25 07.     (W)     SCALED    
 AW2354* NAVD 88     -        17.02   (+/-2cm)      55.8    (feet)  VERTCON   
 AW2354  ___________________________________________________________________
 AW2354  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW2354
 AW2354  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2354
 AW2354.The horizontal coordinates were scaled from a topographic map and have
 AW2354.an estimated accuracy of +/- 6 seconds.
 AW2354
 AW2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2354.The vertical order pertains to the NGVD 29 superseded value.
 AW2354
 AW2354.The geoid height was determined by GEOID03.
 AW2354
 AW2354;                    North         East    Units  Estimated Accuracy
 AW2354;SPC TXSC     - 4,215,010.      946,410.      MT  (+/- 180 meters Scaled)
 AW2354
 AW2354                          SUPERSEDED SURVEY CONTROL
 AW2354
 AW2354  NGVD 29 (??/??/92)   17.011  (m)           55.81   (f) ADJ UNCH    1 2
 AW2354
 AW2354.Superseded values are not recommended for survey control.
 AW2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2354.See file dsdata.txt to determine how the superseded data were derived.
 AW2354
 AW2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN660908(NAD 83)
 AW2354_MARKER: DB = BENCH MARK DISK
 AW2354_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2354_SP_SET: 32 FT.
 AW2354_STAMPING: Q 1150 1959
 AW2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2354
 AW2354  HISTORY     - Date     Condition        Report By
 AW2354  HISTORY     - 1959     MONUMENTED       CGS
 AW2354  HISTORY     - 1964     GOOD             NGS
 AW2354  HISTORY     - 1978     GOOD             NGS
 AW2354  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2354  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW2354
 AW2354                          STATION DESCRIPTION
 AW2354
 AW2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2354'5.4 MI SW FROM HOUSTON.
 AW2354'ABOUT 0.4 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2354'RAILROAD STATION AT HOUSTON, THENCE ABOUT 3.2 MILES SOUTH-SOUTHWEST
 AW2354'ALONG MAIN STREET, THENCE ABOUT 1.8 MILE WEST ALONG BISSONNET STREET,
 AW2354'AT THE NORTHEAST CORNER OF THE INTERSECTION OF KIRBY STREET, 17 FEET
 AW2354'NORTH OF THE NORTH CURB OF BISSONNET STREET, 58 FEET NORTHEAST OF THE
 AW2354'CENTER OF THE INTERSECTION, 25 FEET EAST OF THE EAST CURB OF KIRBY
 AW2354'STREET, 39 FEET SOUTHWEST OF THE ENTRANCE TO A BUILDING, ABOUT 1 FOOT
 AW2354'ABOVE THE LEVEL OF THE STREET, AND ON THE TOP OF A COPPER COATED ROD
 AW2354'WHICH IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 6-INCH TILE
 AW2354'FLUSH WITH THE GROUND.
 AW2354
 AW2354                          STATION RECOVERY (1964)
 AW2354
 AW2354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2354'RECOVERED IN GOOD CONDITION.
 AW2354
 AW2354                          STATION RECOVERY (1978)
 AW2354
 AW2354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2354'RECOVERED IN GOOD CONDITION.
 AW2354
 AW2354                          STATION RECOVERY (1983)
 AW2354
 AW2354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2354'NOT RECOVERED, A PARKING LOT AND BUILDING IS NOW IN THE AREA, ASSUMED
 AW2354'DESTROYED.
 AW2354
 AW2354                          STATION RECOVERY (1993)
 AW2354
 AW2354'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0688 ***********************************************************************
 CT0688  DESIGNATION -  Q 1152
 CT0688  PID         -  CT0688
 CT0688  STATE/COUNTY-  TX/TAYLOR
 CT0688  USGS QUAD   -  LAKE ABILENE (1987)
 CT0688
 CT0688                         *CURRENT SURVEY CONTROL
 CT0688  ___________________________________________________________________
 CT0688* NAD 83(1986)-  32 14 34.     (N)    099 56 41.     (W)     SCALED    
 CT0688* NAVD 88     -       658.460  (meters)    2160.30   (feet)  ADJUSTED  
 CT0688  ___________________________________________________________________
 CT0688  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CT0688  DYNAMIC HT  -         657.594 (meters)    2157.46  (feet)  COMP
 CT0688  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 CT0688
 CT0688  VERT ORDER  -  SECOND    CLASS 0
 CT0688
 CT0688.The horizontal coordinates were scaled from a topographic map and have
 CT0688.an estimated accuracy of +/- 6 seconds.
 CT0688
 CT0688.The orthometric height was determined by differential leveling
 CT0688.and adjusted by the National Geodetic Survey in June 1991..
 CT0688
 CT0688.The geoid height was determined by GEOID03.
 CT0688
 CT0688.The dynamic height is computed by dividing the NAVD 88
 CT0688.geopotential number by the normal gravity value computed on the
 CT0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0688.degrees latitude (g = 980.6199 gals.).
 CT0688
 CT0688.The modeled gravity was interpolated from observed gravity values.
 CT0688
 CT0688;                    North         East    Units  Estimated Accuracy
 CT0688;SPC TXNC     - 2,064,820.      463,850.      MT  (+/- 180 meters Scaled)
 CT0688
 CT0688                          SUPERSEDED SURVEY CONTROL
 CT0688
 CT0688  NGVD 29 (??/??/92)  658.287  (m)         2159.73   (f) ADJ UNCH    2 0
 CT0688
 CT0688.Superseded values are not recommended for survey control.
 CT0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0688.See file dsdata.txt to determine how the superseded data were derived.
 CT0688
 CT0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA110677(NAD 83)
 CT0688_MARKER: DB = BENCH MARK DISK
 CT0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0688_STAMPING: Q 1152 1961
 CT0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0688+STABILITY: SURFACE MOTION
 CT0688
 CT0688  HISTORY     - Date     Condition        Report By
 CT0688  HISTORY     - 1961     MONUMENTED       CGS
 CT0688  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CT0688
 CT0688                          STATION DESCRIPTION
 CT0688
 CT0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0688'9.25 MI SW FROM BUFFALO GAP.
 CT0688'0.4 MILES SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0688'GAP, THENCE 4.4 MILES WEST ALONG A GRAVEL ROAD, ABOUT 200 FEET NORTH
 CT0688'OF A TELEPHONE RELAY TOWER, 34 FEET WEST OF THE CENTER LINE OF THE
 CT0688'ROAD, 2.6 FEET EAST OF A FENCE, LEVEL WITH THE ROAD, 2.6 FEET SOUTH OF
 CT0688'A METAL WITNESS POST WITH SIGN, SET IN THE TOP OF A 12 INCH ROUND
 CT0688'CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 6 INCHES ABOVE THE
 CT0688'GROUND.
 CT0688
 CT0688                          STATION RECOVERY (1994)
 CT0688
 CT0688'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0689 ***********************************************************************
 CT0689  DESIGNATION -  Q 1152 RESET 1968
 CT0689  PID         -  CT0689
 CT0689  STATE/COUNTY-  TX/TAYLOR
 CT0689  USGS QUAD   -  LAKE ABILENE (1987)
 CT0689
 CT0689                         *CURRENT SURVEY CONTROL
 CT0689  ___________________________________________________________________
 CT0689* NAD 83(1986)-  32 14 34.     (N)    099 56 41.     (W)     SCALED    
 CT0689* NAVD 88     -       656.87   (+/-2cm)    2155.1    (feet)  VERTCON   
 CT0689  ___________________________________________________________________
 CT0689  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CT0689
 CT0689  VERT ORDER  -  THIRD (See Below)
 CT0689
 CT0689.The horizontal coordinates were scaled from a topographic map and have
 CT0689.an estimated accuracy of +/- 6 seconds.
 CT0689
 CT0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0689.The vertical order pertains to the NGVD 29 superseded value.
 CT0689
 CT0689.The geoid height was determined by GEOID03.
 CT0689
 CT0689;                    North         East    Units  Estimated Accuracy
 CT0689;SPC TXNC     - 2,064,820.      463,850.      MT  (+/- 180 meters Scaled)
 CT0689
 CT0689                          SUPERSEDED SURVEY CONTROL
 CT0689
 CT0689  NGVD 29 (01/29/03)  656.70   (m)         2154.5    (f) RESET       3  
 CT0689
 CT0689.Superseded values are not recommended for survey control.
 CT0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0689.See file dsdata.txt to determine how the superseded data were derived.
 CT0689
 CT0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA110677(NAD 83)
 CT0689_MARKER: DB = BENCH MARK DISK
 CT0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0689_STAMPING: Q 1152 RESET 1968
 CT0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0689+STABILITY: SURFACE MOTION
 CT0689
 CT0689  HISTORY     - Date     Condition        Report By
 CT0689  HISTORY     - 1968     MONUMENTED       TXHD
 CT0689
 CT0689                          STATION DESCRIPTION
 CT0689
 CT0689'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CT0689'9.25 MI SW FROM BUFFALO GAP.
 CT0689'0.4 MILE SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0689'GAP, THENCE 4.45 MILES WEST ALONG FARM ROAD 89, THENCE 3.85 MILES WEST
 CT0689'ALONG A GRAVEL ROAD, 86 FEET RIGHT OF THE CENTER LINE OF HIGHWAY FM
 CT0689'89, AT A COUNTY ROAD INTERSECTION, 2 FEET SOUTHEAST OF A METAL WITNESS
 CT0689'SIGNPOST, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0223 ***********************************************************************
 CU0223  DESIGNATION -  Q 1157
 CU0223  PID         -  CU0223
 CU0223  STATE/COUNTY-  TX/TAYLOR
 CU0223  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0223
 CU0223                         *CURRENT SURVEY CONTROL
 CU0223  ___________________________________________________________________
 CU0223* NAD 83(1986)-  32 21 13.     (N)    100 03 46.     (W)     SCALED    
 CU0223* NAVD 88     -       615.113  (meters)    2018.08   (feet)  ADJUSTED  
 CU0223  ___________________________________________________________________
 CU0223  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CU0223  DYNAMIC HT  -         614.301 (meters)    2015.42  (feet)  COMP
 CU0223  MODELED GRAV-     979,299.5   (mgal)                       NAVD 88
 CU0223
 CU0223  VERT ORDER  -  SECOND    CLASS 0
 CU0223
 CU0223.The horizontal coordinates were scaled from a topographic map and have
 CU0223.an estimated accuracy of +/- 6 seconds.
 CU0223
 CU0223.The orthometric height was determined by differential leveling
 CU0223.and adjusted by the National Geodetic Survey in June 1991..
 CU0223
 CU0223.The geoid height was determined by GEOID03.
 CU0223
 CU0223.The dynamic height is computed by dividing the NAVD 88
 CU0223.geopotential number by the normal gravity value computed on the
 CU0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0223.degrees latitude (g = 980.6199 gals.).
 CU0223
 CU0223.The modeled gravity was interpolated from observed gravity values.
 CU0223
 CU0223;                    North         East    Units  Estimated Accuracy
 CU0223;SPC TXNC     - 2,077,270.      452,910.      MT  (+/- 180 meters Scaled)
 CU0223
 CU0223                          SUPERSEDED SURVEY CONTROL
 CU0223
 CU0223  NGVD 29 (??/??/92)  614.923  (m)         2017.46   (f) ADJ UNCH    2 0
 CU0223
 CU0223.Superseded values are not recommended for survey control.
 CU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0223.See file dsdata.txt to determine how the superseded data were derived.
 CU0223
 CU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA000801(NAD 83)
 CU0223_MARKER: DB = BENCH MARK DISK
 CU0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0223_STAMPING: Q 1157 1961
 CU0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0223+STABILITY: SURFACE MOTION
 CU0223
 CU0223  HISTORY     - Date     Condition        Report By
 CU0223  HISTORY     - 1961     MONUMENTED       CGS
 CU0223  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 CU0223
 CU0223                          STATION DESCRIPTION
 CU0223
 CU0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0223'10.8 MI S FROM MERKEL.
 CU0223'10.8 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0223'42 FEET WEST OF THE CENTER LINE OF FARM ROAD 126, 6 FEET NORTHWEST OF
 CU0223'A POWER POLE, 3 FEET BELOW THE LEVEL OF THE ROAD, 1 FOOT EAST OF A
 CU0223'FENCE, 4 FEET SOUTH OF METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 CU0223'12 INCH ROUND CONCRETE POST 4 FEET BELOW THE GROUND SURFACE, COVERED
 CU0223'WITH BROKEN GLASS AND DIRT.
 CU0223
 CU0223                          STATION RECOVERY (1994)
 CU0223
 CU0223'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0586 ***********************************************************************
 CT0586  DESIGNATION -  Q 1158
 CT0586  PID         -  CT0586
 CT0586  STATE/COUNTY-  TX/CALLAHAN
 CT0586  USGS QUAD   -  EULA (1984)
 CT0586
 CT0586                         *CURRENT SURVEY CONTROL
 CT0586  ___________________________________________________________________
 CT0586* NAD 83(1986)-  32 21 38.     (N)    099 30 28.     (W)     SCALED    
 CT0586* NAVD 88     -       593.600  (meters)    1947.50   (feet)  POSTED    
 CT0586  ___________________________________________________________________
 CT0586  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CT0586  DYNAMIC HT  -         592.820 (meters)    1944.94  (feet)  COMP
 CT0586  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 CT0586
 CT0586  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0586
 CT0586.The horizontal coordinates were scaled from a topographic map and have
 CT0586.an estimated accuracy of +/- 6 seconds.
 CT0586
 CT0586.The orthometric height was determined by differential leveling
 CT0586.and adjusted by the National Geodetic Survey in 1992..
 CT0586.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0586.rate of 1.1 thru 2.0 mm/km.
 CT0586
 CT0586.The geoid height was determined by GEOID03.
 CT0586
 CT0586.The dynamic height is computed by dividing the NAVD 88
 CT0586.geopotential number by the normal gravity value computed on the
 CT0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0586.degrees latitude (g = 980.6199 gals.).
 CT0586
 CT0586.The modeled gravity was interpolated from observed gravity values.
 CT0586
 CT0586;                    North         East    Units  Estimated Accuracy
 CT0586;SPC TXNC     - 2,077,400.      505,150.      MT  (+/- 180 meters Scaled)
 CT0586
 CT0586                          SUPERSEDED SURVEY CONTROL
 CT0586
 CT0586  NGVD 29 (??/??/92)  593.426  (m)         1946.93   (f) ADJ UNCH    1 2
 CT0586
 CT0586.Superseded values are not recommended for survey control.
 CT0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0586.See file dsdata.txt to determine how the superseded data were derived.
 CT0586
 CT0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA522805(NAD 83)
 CT0586_MARKER: DB = BENCH MARK DISK
 CT0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0586_STAMPING: Q 1158 1961
 CT0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0586+STABILITY: SURFACE MOTION
 CT0586
 CT0586  HISTORY     - Date     Condition        Report By
 CT0586  HISTORY     - 1961     MONUMENTED       CGS
 CT0586
 CT0586                          STATION DESCRIPTION
 CT0586
 CT0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0586'3.9 MI SW FROM CLYDE.
 CT0586'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0586'TO FARM ROAD 604, THENCE 3.7 MILES SOUTHWEST ALONG FARM ROAD 604, 38
 CT0586'FEET EAST OF THE CENTER LINE OF FARM ROAD 604, 7.6 FEET NORTH OF A
 CT0586'TELEPHONE POLE, 6 FEET SOUTH OF THE SOUTH GATE POST, 0.9 FEET WEST OF
 CT0586'A FENCE, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE
 CT0586'GROUND AND PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1048 ***********************************************************************
 BZ1048  DESIGNATION -  Q 116
 BZ1048  PID         -  BZ1048
 BZ1048  STATE/COUNTY-  TX/BOSQUE
 BZ1048  USGS QUAD   -  SPRING CREEK GAP (1979)
 BZ1048
 BZ1048                         *CURRENT SURVEY CONTROL
 BZ1048  ___________________________________________________________________
 BZ1048* NAD 83(1986)-  31 58 45.     (N)    097 55 11.     (W)     SCALED    
 BZ1048* NAVD 88     -       313.263  (meters)    1027.76   (feet)  ADJUSTED  
 BZ1048  ___________________________________________________________________
 BZ1048  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BZ1048  DYNAMIC HT  -         312.873 (meters)    1026.48  (feet)  COMP
 BZ1048  MODELED GRAV-     979,384.1   (mgal)                       NAVD 88
 BZ1048
 BZ1048  VERT ORDER  -  SECOND    CLASS 0
 BZ1048
 BZ1048.The horizontal coordinates were scaled from a topographic map and have
 BZ1048.an estimated accuracy of +/- 6 seconds.
 BZ1048
 BZ1048.The orthometric height was determined by differential leveling
 BZ1048.and adjusted by the National Geodetic Survey in June 1991..
 BZ1048
 BZ1048.The geoid height was determined by GEOID03.
 BZ1048
 BZ1048.The dynamic height is computed by dividing the NAVD 88
 BZ1048.geopotential number by the normal gravity value computed on the
 BZ1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1048.degrees latitude (g = 980.6199 gals.).
 BZ1048
 BZ1048.The modeled gravity was interpolated from observed gravity values.
 BZ1048
 BZ1048;                    North         East    Units  Estimated Accuracy
 BZ1048;SPC TX C     - 3,258,840.      928,110.      MT  (+/- 180 meters Scaled)
 BZ1048
 BZ1048                          SUPERSEDED SURVEY CONTROL
 BZ1048
 BZ1048  NGVD 29 (??/??/92)  313.216  (m)         1027.61   (f) ADJ UNCH    2 0
 BZ1048
 BZ1048.Superseded values are not recommended for survey control.
 BZ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1048.See file dsdata.txt to determine how the superseded data were derived.
 BZ1048
 BZ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA020386(NAD 83)
 BZ1048_MARKER: DB = BENCH MARK DISK
 BZ1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1048_STAMPING: 1027.731 Q 116 1933
 BZ1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1048+STABILITY: SURFACE MOTION
 BZ1048
 BZ1048  HISTORY     - Date     Condition        Report By
 BZ1048  HISTORY     - 1933     MONUMENTED       CGS
 BZ1048  HISTORY     - 1935     GOOD             NGS
 BZ1048  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 BZ1048  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1048
 BZ1048                          STATION DESCRIPTION
 BZ1048
 BZ1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ1048'3.0 MI W FROM IREDELL.
 BZ1048'3.0 MILES WEST ALONG STATE HIGHWAY 6 FROM IREDELL, BOSQUE COUNTY, 1.9
 BZ1048'MILES WEST OF DUFFAU CREEK, AT THE JUNCTION OF A ROAD LEADING SOUTH,
 BZ1048'ON THE EAST SIDE OF THE ROAD, ON THE SOUTH SIDE OF THE HIGHWAY, AND AT
 BZ1048'THE NORTHWEST FENCE CORNER OF THE DAN PIKE FARM AND SET IN THE TOP OF
 BZ1048'A CONCRETE POST.
 BZ1048
 BZ1048                          STATION RECOVERY (1935)
 BZ1048
 BZ1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BZ1048'RECOVERED IN GOOD CONDITION.
 BZ1048
 BZ1048                          STATION RECOVERY (1999)
 BZ1048
 BZ1048'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1048'MARK NOT FOUND.
 BZ1048
 BZ1048                          STATION RECOVERY (2001)
 BZ1048
 BZ1048'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0701 ***********************************************************************
 CT0701  DESIGNATION -  Q 1160
 CT0701  PID         -  CT0701
 CT0701  STATE/COUNTY-  TX/TAYLOR
 CT0701  USGS QUAD   -  TUSCOLA (1967)
 CT0701
 CT0701                         *CURRENT SURVEY CONTROL
 CT0701  ___________________________________________________________________
 CT0701* NAD 83(1986)-  32 13 47.     (N)    099 51 28.     (W)     SCALED    
 CT0701* NAVD 88     -       622.297  (meters)    2041.65   (feet)  ADJUSTED  
 CT0701  ___________________________________________________________________
 CT0701  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CT0701  DYNAMIC HT  -         621.483 (meters)    2038.98  (feet)  COMP
 CT0701  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 CT0701
 CT0701  VERT ORDER  -  SECOND    CLASS 0
 CT0701
 CT0701.The horizontal coordinates were scaled from a topographic map and have
 CT0701.an estimated accuracy of +/- 6 seconds.
 CT0701
 CT0701.The orthometric height was determined by differential leveling
 CT0701.and adjusted by the National Geodetic Survey in June 1991..
 CT0701
 CT0701.The geoid height was determined by GEOID03.
 CT0701
 CT0701.The dynamic height is computed by dividing the NAVD 88
 CT0701.geopotential number by the normal gravity value computed on the
 CT0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0701.degrees latitude (g = 980.6199 gals.).
 CT0701
 CT0701.The modeled gravity was interpolated from observed gravity values.
 CT0701
 CT0701;                    North         East    Units  Estimated Accuracy
 CT0701;SPC TXNC     - 2,063,270.      472,030.      MT  (+/- 180 meters Scaled)
 CT0701
 CT0701                          SUPERSEDED SURVEY CONTROL
 CT0701
 CT0701  NGVD 29 (??/??/92)  622.134  (m)         2041.12   (f) ADJ UNCH    2 0
 CT0701
 CT0701.Superseded values are not recommended for survey control.
 CT0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0701.See file dsdata.txt to determine how the superseded data were derived.
 CT0701
 CT0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA191662(NAD 83)
 CT0701_MARKER: DB = BENCH MARK DISK
 CT0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0701_STAMPING: Q 1160 1961
 CT0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0701+STABILITY: SURFACE MOTION
 CT0701
 CT0701  HISTORY     - Date     Condition        Report By
 CT0701  HISTORY     - 1961     MONUMENTED       CGS
 CT0701  HISTORY     - 1982     GOOD             NGS
 CT0701  HISTORY     - 19940706 GOOD             USPSQD
 CT0701
 CT0701                          STATION DESCRIPTION
 CT0701
 CT0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0701'4.75 MI NW FROM TUSCOLA.
 CT0701'3.15 MILES WEST ALONG FARM ROAD 613 FROM THE POST OFFICE AT TUSCOLA,
 CT0701'THENCE 0.9 MILES ALONG FARM MARKET ROAD, THENCE 0.7 MILES ALONG FARM
 CT0701'MARKET ROAD, 72 FEET SOUTHWEST OF THE CENTER OF A T-INTERSECTION, 60
 CT0701'FEET WEST OF THE CENTER LINE OF FARM MARKET ROAD, 39 FEET SOUTH OF THE
 CT0701'CENTER LINE OF A GRAVEL ROAD, 33 FEET NORTHWEST OF THE CENTER LINE OF
 CT0701'A ROAD LEADING INTO A FIELD, 2 FEET ABOVE THE LEVEL OF THE ROAD, 2
 CT0701'FEET NORTH OF A FENCE, 3 FEET WEST OF A METAL WITNESS POST WITH SIGN,
 CT0701'SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND
 CT0701'PROJECTING 6 INCHES ABOVE THE GROUND.
 CT0701
 CT0701                          STATION RECOVERY (1982)
 CT0701
 CT0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0701'RECOVERED IN GOOD CONDITION.
 CT0701
 CT0701                          STATION RECOVERY (1994)
 CT0701
 CT0701'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0434 ***********************************************************************
 CR0434  DESIGNATION -  Q 1161
 CR0434  PID         -  CR0434
 CR0434  STATE/COUNTY-  TX/SMITH
 CR0434  USGS QUAD   -  TYLER NORTH (1973)
 CR0434
 CR0434                         *CURRENT SURVEY CONTROL
 CR0434  ___________________________________________________________________
 CR0434* NAD 83(1986)-  32 22 39.     (N)    095 18 55.     (W)     SCALED    
 CR0434* NAVD 88     -       145.048  (meters)     475.88   (feet)  ADJUSTED  
 CR0434  ___________________________________________________________________
 CR0434  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0434  DYNAMIC HT  -         144.878 (meters)     475.32  (feet)  COMP
 CR0434  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 CR0434
 CR0434  VERT ORDER  -  FIRST     CLASS II
 CR0434
 CR0434.The horizontal coordinates were scaled from a topographic map and have
 CR0434.an estimated accuracy of +/- 6 seconds.
 CR0434
 CR0434.The orthometric height was determined by differential leveling
 CR0434.and adjusted by the National Geodetic Survey in June 1991..
 CR0434
 CR0434.The geoid height was determined by GEOID03.
 CR0434
 CR0434.The dynamic height is computed by dividing the NAVD 88
 CR0434.geopotential number by the normal gravity value computed on the
 CR0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0434.degrees latitude (g = 980.6199 gals.).
 CR0434
 CR0434.The modeled gravity was interpolated from observed gravity values.
 CR0434
 CR0434;                    North         East    Units  Estimated Accuracy
 CR0434;SPC TXNC     - 2,083,370.      899,630.      MT  (+/- 180 meters Scaled)
 CR0434
 CR0434                          SUPERSEDED SURVEY CONTROL
 CR0434
 CR0434  NGVD 29 (??/??/92)  145.076  (m)          475.97   (f) ADJ UNCH    1 2
 CR0434
 CR0434.Superseded values are not recommended for survey control.
 CR0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0434.See file dsdata.txt to determine how the superseded data were derived.
 CR0434
 CR0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR821846(NAD 83)
 CR0434_MARKER: DB = BENCH MARK DISK
 CR0434_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0434_SP_SET: 10.5 FT.
 CR0434_STAMPING: Q 1161 1959
 CR0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0434
 CR0434  HISTORY     - Date     Condition        Report By
 CR0434  HISTORY     - 1959     MONUMENTED       CGS
 CR0434  HISTORY     - 19960420 GOOD             USPSQD
 CR0434
 CR0434                          STATION DESCRIPTION
 CR0434
 CR0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0434'1.95 MI N FROM TYLER.
 CR0434'ABOUT 1.95 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0434'FROM THE STATION AT TYLER, 89 FEET WEST AND ACROSS THE TRACKS FROM THE
 CR0434'6TH POLE NORTH OF MILEPOST 21, 47 FEET WEST OF THE WEST RAIL, 64 FEET
 CR0434'NORTH OF THE CENTER OF THE WEST 29TH STREET CROSSING, 34 FEET NORTH OF
 CR0434'THE CENTER LINE OF THE STREET, 10 1/2 FEET SOUTHWEST OF TELEPHONE POLE
 CR0434'923, 2 FEET SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS
 CR0434'POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN
 CR0434'TO A DEPTH OF 10 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING
 CR0434'10 INCHES.
 CR0434
 CR0434                          STATION RECOVERY (1996)
 CR0434
 CR0434'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0830 ***********************************************************************
 CR0830  DESIGNATION -  Q 1162
 CR0830  PID         -  CR0830
 CR0830  STATE/COUNTY-  TX/RAINS
 CR0830  USGS QUAD   -  ALBA (1981)
 CR0830
 CR0830                         *CURRENT SURVEY CONTROL
 CR0830  ___________________________________________________________________
 CR0830* NAD 83(1986)-  32 50 33.     (N)    095 42 31.     (W)     SCALED    
 CR0830* NAVD 88     -       143.406  (meters)     470.49   (feet)  ADJUSTED  
 CR0830  ___________________________________________________________________
 CR0830  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CR0830  DYNAMIC HT  -         143.246 (meters)     469.97  (feet)  COMP
 CR0830  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 CR0830
 CR0830  VERT ORDER  -  FIRST     CLASS II
 CR0830
 CR0830.The horizontal coordinates were scaled from a topographic map and have
 CR0830.an estimated accuracy of +/- 6 seconds.
 CR0830
 CR0830.The orthometric height was determined by differential leveling
 CR0830.and adjusted by the National Geodetic Survey in June 1991..
 CR0830
 CR0830.The geoid height was determined by GEOID03.
 CR0830
 CR0830.The dynamic height is computed by dividing the NAVD 88
 CR0830.geopotential number by the normal gravity value computed on the
 CR0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0830.degrees latitude (g = 980.6199 gals.).
 CR0830
 CR0830.The modeled gravity was interpolated from observed gravity values.
 CR0830
 CR0830;                    North         East    Units  Estimated Accuracy
 CR0830;SPC TXNC     - 2,133,860.      861,260.      MT  (+/- 180 meters Scaled)
 CR0830
 CR0830                          SUPERSEDED SURVEY CONTROL
 CR0830
 CR0830  NGVD 29 (??/??/92)  143.425  (m)          470.55   (f) ADJ UNCH    1 2
 CR0830
 CR0830.Superseded values are not recommended for survey control.
 CR0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0830.See file dsdata.txt to determine how the superseded data were derived.
 CR0830
 CR0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS464370(NAD 83)
 CR0830_MARKER: DB = BENCH MARK DISK
 CR0830_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0830_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0830_STAMPING: Q 1162 1959
 CR0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0830
 CR0830  HISTORY     - Date     Condition        Report By
 CR0830  HISTORY     - 1959     MONUMENTED       CGS
 CR0830  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0830
 CR0830                          STATION DESCRIPTION
 CR0830
 CR0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0830'4.1 MI SE FROM EMORY.
 CR0830'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 CR0830'COURTHOUSE AT EMORY, THENCE ABOUT 4.0 MILES SOUTHEAST ALONG U. S.
 CR0830'HIGHWAY 69, OR ABOUT 5.5 MILES NORTHWEST ALONG U.S. HIGHWAY 69 FROM
 CR0830'THE POST OFFICE AT ALBA, ABOUT 0.35 MILE NORTHWEST OF A PRIVATE LAKE
 CR0830'WHICH IS ON THE NORTHEAST SIDE OF THE HIGHWAY, 140 FEET NORTHEAST OF
 CR0830'THE CENTER LINE OF THE HIGHWAY, 60 FEET NORTHEAST OF A FENCE, 147 FEET
 CR0830'SOUTHEAST OF A FENCE, 50 FEET NORTHEAST OF THE CENTER LINE OF AN OLD
 CR0830'RAILROAD GRADE, 16 1/2 FEET SOUTH OF A 28-INCH FORKED OAK TREE, AND ON
 CR0830'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT.
 CR0830
 CR0830                          STATION RECOVERY (1995)
 CR0830
 CR0830'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0865 ***********************************************************************
 CR0865  DESIGNATION -  Q 1163
 CR0865  PID         -  CR0865
 CR0865  STATE/COUNTY-  TX/HUNT
 CR0865  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR0865
 CR0865                         *CURRENT SURVEY CONTROL
 CR0865  ___________________________________________________________________
 CR0865* NAD 83(1986)-  32 59 29.     (N)    095 56 11.     (W)     SCALED    
 CR0865* NAVD 88     -       168.208  (meters)     551.86   (feet)  ADJUSTED  
 CR0865  ___________________________________________________________________
 CR0865  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CR0865  DYNAMIC HT  -         168.022 (meters)     551.25  (feet)  COMP
 CR0865  MODELED GRAV-     979,531.3   (mgal)                       NAVD 88
 CR0865
 CR0865  VERT ORDER  -  FIRST     CLASS II
 CR0865
 CR0865.The horizontal coordinates were scaled from a topographic map and have
 CR0865.an estimated accuracy of +/- 6 seconds.
 CR0865
 CR0865.The orthometric height was determined by differential leveling
 CR0865.and adjusted by the National Geodetic Survey in June 1991..
 CR0865
 CR0865.The geoid height was determined by GEOID03.
 CR0865
 CR0865.The dynamic height is computed by dividing the NAVD 88
 CR0865.geopotential number by the normal gravity value computed on the
 CR0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0865.degrees latitude (g = 980.6199 gals.).
 CR0865
 CR0865.The modeled gravity was interpolated from observed gravity values.
 CR0865
 CR0865;                    North         East    Units  Estimated Accuracy
 CR0865;SPC TXNC     - 2,149,820.      839,550.      MT  (+/- 180 meters Scaled)
 CR0865
 CR0865                          SUPERSEDED SURVEY CONTROL
 CR0865
 CR0865  NGVD 29 (??/??/92)  168.205  (m)          551.85   (f) ADJ UNCH    1 2
 CR0865
 CR0865.Superseded values are not recommended for survey control.
 CR0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0865.See file dsdata.txt to determine how the superseded data were derived.
 CR0865
 CR0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS256541(NAD 83)
 CR0865_MARKER: DB = BENCH MARK DISK
 CR0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0865_STAMPING: Q 1163 1959
 CR0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0865+STABILITY: SURFACE MOTION
 CR0865
 CR0865  HISTORY     - Date     Condition        Report By
 CR0865  HISTORY     - 1959     MONUMENTED       CGS
 CR0865  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CR0865
 CR0865                          STATION DESCRIPTION
 CR0865
 CR0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0865'0.45 MI SE FROM LONE OAK.
 CR0865'ABOUT 0.45 MILE SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0865'FARM ROAD 1567 AT LONE OAK, 153 FEET SOUTHWEST OF THE CENTER LINE OF
 CR0865'THE HIGHWAY, 170 FEET SOUTH OF THE CENTER OF THE JUNCTION OF FARM ROAD
 CR0865'513, 78 FEET SOUTHEAST OF THE CENTER LINE OF FARM ROAD 513, 62 1/2
 CR0865'FEET EAST OF A 14-INCH PECAN TREE, 28 FEET WEST OF THE CENTER LINE OF
 CR0865'A DRIVEWAY, 2 FEET NORTHWEST OF A FENCE, AND IN THE TOP OF A CONCRETE
 CR0865'POST PROJECTING 6 INCHES.
 CR0865
 CR0865                          STATION RECOVERY (1994)
 CR0865
 CR0865'RECOVERY NOTE BY US POWER SQUADRON 1994
 CR0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0808 ***********************************************************************
 BL0808  DESIGNATION -  Q 1164
 BL0808  PID         -  BL0808
 BL0808  STATE/COUNTY-  TX/WALKER
 BL0808  USGS QUAD   -  PHELPS (1976)
 BL0808
 BL0808                         *CURRENT SURVEY CONTROL
 BL0808  ___________________________________________________________________
 BL0808* NAD 83(1986)-  30 43 57.     (N)    095 24 11.     (W)     SCALED    
 BL0808* NAVD 88     -       121.25   (+/-2cm)     397.8    (feet)  VERTCON   
 BL0808  ___________________________________________________________________
 BL0808  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL0808
 BL0808  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0808
 BL0808.The horizontal coordinates were scaled from a topographic map and have
 BL0808.an estimated accuracy of +/- 6 seconds.
 BL0808
 BL0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0808.The vertical order pertains to the NGVD 29 superseded value.
 BL0808
 BL0808.The geoid height was determined by GEOID03.
 BL0808
 BL0808;                    North         East    Units  Estimated Accuracy
 BL0808;SPC TX C     - 3,128,610.    1,171,970.      MT  (+/- 180 meters Scaled)
 BL0808
 BL0808                          SUPERSEDED SURVEY CONTROL
 BL0808
 BL0808  NGVD 29 (??/??/92)  121.257  (m)          397.82   (f) ADJ UNCH    1 1
 BL0808
 BL0808.Superseded values are not recommended for survey control.
 BL0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0808.See file dsdata.txt to determine how the superseded data were derived.
 BL0808
 BL0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ699024(NAD 83)
 BL0808_MARKER: DB = BENCH MARK DISK
 BL0808_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL0808_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BL0808_STAMPING: Q 1164 1959
 BL0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0808
 BL0808  HISTORY     - Date     Condition        Report By
 BL0808  HISTORY     - 1959     MONUMENTED       CGS
 BL0808  HISTORY     - 1973     GOOD             NGS
 BL0808  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0808
 BL0808                          STATION DESCRIPTION
 BL0808
 BL0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0808'3.6 MI NE FROM PHELPS.
 BL0808'ABOUT 3.6 MILES NORTHEAST ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0808'CROSSING OF SPUR 2296, ABOUT 97.7 FEET NORTHEAST OF AND ACROSS FROM
 BL0808'THE TRACKS FROM A TELEPHONE POLE, 57.6 FEET WEST OF THE CENTER LINE OF
 BL0808'FARM ROAD 405, 40.2 FEET EAST OF THE EAST RAIL, 25.7 FEET NORTH OF
 BL0808'TELEPHONE POLE E31, 1.4 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 BL0808'ABOVE THE LEVEL OF THE RAIL, AND IS A DISK SET ON TOP OF A 5/8-INCH
 BL0808'COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH CONCRETE PIPE WHICH
 BL0808'PROJECTS 0.5 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 52 FEET.
 BL0808
 BL0808                          STATION RECOVERY (1978)
 BL0808
 BL0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0808'NOT RECOVERED, AREA WORK HAS BEEN DONE AROUND LOCATION OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1371 ***********************************************************************
 BY1371  DESIGNATION -  Q 1165
 BY1371  PID         -  BY1371
 BY1371  STATE/COUNTY-  TX/HOUSTON
 BY1371  USGS QUAD   -  CROCKETT (1950)
 BY1371
 BY1371                         *CURRENT SURVEY CONTROL
 BY1371  ___________________________________________________________________
 BY1371* NAD 83(1986)-  31 17 46.     (N)    095 27 41.     (W)     SCALED    
 BY1371* NAVD 88     -       113.583  (meters)     372.65   (feet)  ADJUSTED  
 BY1371  ___________________________________________________________________
 BY1371  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BY1371  DYNAMIC HT  -         113.440 (meters)     372.18  (feet)  COMP
 BY1371  MODELED GRAV-     979,385.0   (mgal)                       NAVD 88
 BY1371
 BY1371  VERT ORDER  -  FIRST     CLASS II
 BY1371
 BY1371.The horizontal coordinates were scaled from a topographic map and have
 BY1371.an estimated accuracy of +/- 6 seconds.
 BY1371
 BY1371.The orthometric height was determined by differential leveling
 BY1371.and adjusted by the National Geodetic Survey in June 1991..
 BY1371
 BY1371.The geoid height was determined by GEOID03.
 BY1371
 BY1371.The dynamic height is computed by dividing the NAVD 88
 BY1371.geopotential number by the normal gravity value computed on the
 BY1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1371.degrees latitude (g = 980.6199 gals.).
 BY1371
 BY1371.The modeled gravity was interpolated from observed gravity values.
 BY1371
 BY1371;                    North         East    Units  Estimated Accuracy
 BY1371;SPC TX C     - 3,190,790.    1,163,650.      MT  (+/- 180 meters Scaled)
 BY1371
 BY1371                          SUPERSEDED SURVEY CONTROL
 BY1371
 BY1371  NGVD 29 (??/??/92)  113.586  (m)          372.66   (f) ADJ UNCH    1 2
 BY1371
 BY1371.Superseded values are not recommended for survey control.
 BY1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1371.See file dsdata.txt to determine how the superseded data were derived.
 BY1371
 BY1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ657650(NAD 83)
 BY1371_MARKER: DB = BENCH MARK DISK
 BY1371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BY1371_SP_SET: 35 FT.
 BY1371_STAMPING: Q 1165 1960
 BY1371_PROJECTION: FLUSH
 BY1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1371_ROD/PIPE-DEPTH: 10.6 meters
 BY1371
 BY1371  HISTORY     - Date     Condition        Report By
 BY1371  HISTORY     - 1960     MONUMENTED       CGS
 BY1371  HISTORY     - 1980     GOOD             NGS
 BY1371
 BY1371                          STATION DESCRIPTION
 BY1371
 BY1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1371'2.0 MI S FROM CROCKETT.
 BY1371'ABOUT 1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1371'STATION AT CROCKETT, THENCE 0.4 MILE NORTHEAST ALONG FARM ROAD 2110,
 BY1371'THENCE 0.6 MILE SOUTH ALONG STATE HIGHWAY 45, 136 FEET EAST OF THE
 BY1371'CENTER LINE OF THE HIGHWAY, 224 FEET SOUTHEAST OF THE CENTER OF THE
 BY1371'JUNCTION WITH LOOP 304 EAST, 184 FEET SOUTH OF THE CENTER LINE OF LOOP
 BY1371'304 EAST, 37 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 26
 BY1371'FEET NORTH OF A POWER POLE, 15 1/2 FEET EAST OF A FENCE CORNER, 8 1/2
 BY1371'FEET WEST OF A 6-INCH PINE TREE, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 BY1371'HIGHWAY, ON THE TOP OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF
 BY1371'35 FEET AND ENCASED IN A 6-INCH TILE PIPE THAT PROJECTS 4 INCHES.
 BY1371
 BY1371                          STATION RECOVERY (1980)
 BY1371
 BY1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1371'2.3 KM. (1.45 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE HOUSTON
 BY1371'COUNTY COURTHOUSE IN CROCKETT, AT THE JUNCTION OF LOOP 304 EAST,
 BY1371'41.5 M. (136 FT.) EAST OF THE CENTERLINE OF HIGHWAY 19, 56.1 M.
 BY1371'(184 FT.) SOUTH OF THE CENTERLINE OF LOOP 304 EAST, 11.3 M. (37.0 FT.)
 BY1371'EAST OF THE CENTER OF AN IRON GATE, 7.9 M. (26.0 FT.) NORTH OF A
 BY1371'POWERLINE POLE, 4.8 M. (15.6 FT.) EAST OF A CORNER FENCE POST, 2.6 M.
 BY1371'(8.6 FT.) WEST OF A 15-CM. PINE TREE, 7.3 M. (24.0 FT.) WEST-SOUTHWEST
 BY1371'OF A POWERLINE POLE WITH A TRANSFORMER.
 BY1371'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 BY1371'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0083 ***********************************************************************
 DO0083  DESIGNATION -  Q 1167
 DO0083  PID         -  DO0083
 DO0083  STATE/COUNTY-  TX/CLAY
 DO0083  USGS QUAD   -  JOY (1964)
 DO0083
 DO0083                         *CURRENT SURVEY CONTROL
 DO0083  ___________________________________________________________________
 DO0083* NAD 83(1986)-  33 32 47.     (N)    098 11 51.     (W)     SCALED    
 DO0083* NAVD 88     -       330.279  (meters)    1083.59   (feet)  ADJUSTED  
 DO0083  ___________________________________________________________________
 DO0083  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DO0083  DYNAMIC HT  -         329.907 (meters)    1082.37  (feet)  COMP
 DO0083  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 DO0083
 DO0083  VERT ORDER  -  SECOND    CLASS 0
 DO0083
 DO0083.The horizontal coordinates were scaled from a topographic map and have
 DO0083.an estimated accuracy of +/- 6 seconds.
 DO0083
 DO0083.The orthometric height was determined by differential leveling
 DO0083.and adjusted by the National Geodetic Survey in June 1991..
 DO0083
 DO0083.The geoid height was determined by GEOID03.
 DO0083
 DO0083.The dynamic height is computed by dividing the NAVD 88
 DO0083.geopotential number by the normal gravity value computed on the
 DO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0083.degrees latitude (g = 980.6199 gals.).
 DO0083
 DO0083.The modeled gravity was interpolated from observed gravity values.
 DO0083
 DO0083;                    North         East    Units  Estimated Accuracy
 DO0083;SPC TXNC     - 2,208,490.      628,090.      MT  (+/- 180 meters Scaled)
 DO0083
 DO0083                          SUPERSEDED SURVEY CONTROL
 DO0083
 DO0083  NGVD 29 (??/??/92)  330.350  (m)         1083.82   (f) ADJ UNCH    2 0
 DO0083
 DO0083.Superseded values are not recommended for survey control.
 DO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0083.See file dsdata.txt to determine how the superseded data were derived.
 DO0083
 DO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC745121(NAD 83)
 DO0083_MARKER: DB = BENCH MARK DISK
 DO0083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DO0083_SP_SET: 22 FT
 DO0083_STAMPING: Q 1167 1961
 DO0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0083
 DO0083  HISTORY     - Date     Condition        Report By
 DO0083  HISTORY     - 1961     MONUMENTED       CGS
 DO0083
 DO0083                          STATION DESCRIPTION
 DO0083
 DO0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0083'4.4 MI SW FROM BUFFALO SPRINGS.
 DO0083'ABOUT 3.5 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0083'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, THENCE 0.9
 DO0083'MILE SOUTH ALONG STATE HIGHWAY 148, 104 FEET NORTHEAST OF THE
 DO0083'INTERSECTION OF THE HIGHWAY AND AN EAST-WEST DIRT ROAD, 98 FEET EAST
 DO0083'OF THE CENTER LINE OF THE HIGHWAY, 48 FEET NORTH OF THE CENTER LINE OF
 DO0083'THE EAST-WEST DIRT ROAD, 2 FEET SOUTHWEST OF A FENCE, 1.6 FEET SOUTH
 DO0083'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 DO0083'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 DO0083'DEPTH OF 22 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 5
 DO0083'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0164 ***********************************************************************
 DO0164  DESIGNATION -  Q 1168
 DO0164  PID         -  DO0164
 DO0164  STATE/COUNTY-  TX/JACK
 DO0164  USGS QUAD   -  JACKSBORO (1982)
 DO0164
 DO0164                         *CURRENT SURVEY CONTROL
 DO0164  ___________________________________________________________________
 DO0164* NAD 83(1986)-  33 13 38.     (N)    098 10 39.     (W)     SCALED    
 DO0164* NAVD 88     -       325.815  (meters)    1068.94   (feet)  ADJUSTED  
 DO0164  ___________________________________________________________________
 DO0164  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DO0164  DYNAMIC HT  -         325.442 (meters)    1067.72  (feet)  COMP
 DO0164  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 DO0164
 DO0164  VERT ORDER  -  SECOND    CLASS 0
 DO0164
 DO0164.The horizontal coordinates were scaled from a topographic map and have
 DO0164.an estimated accuracy of +/- 6 seconds.
 DO0164
 DO0164.The orthometric height was determined by differential leveling
 DO0164.and adjusted by the National Geodetic Survey in June 1991..
 DO0164
 DO0164.The geoid height was determined by GEOID03.
 DO0164
 DO0164.The dynamic height is computed by dividing the NAVD 88
 DO0164.geopotential number by the normal gravity value computed on the
 DO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0164.degrees latitude (g = 980.6199 gals.).
 DO0164
 DO0164.The modeled gravity was interpolated from observed gravity values.
 DO0164
 DO0164;                    North         East    Units  Estimated Accuracy
 DO0164;SPC TXNC     - 2,173,100.      630,060.      MT  (+/- 180 meters Scaled)
 DO0164
 DO0164                          SUPERSEDED SURVEY CONTROL
 DO0164
 DO0164  NGVD 29 (??/??/92)  325.744  (m)         1068.71   (f) ADJ UNCH    2 0
 DO0164
 DO0164.Superseded values are not recommended for survey control.
 DO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0164.See file dsdata.txt to determine how the superseded data were derived.
 DO0164
 DO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB766767(NAD 83)
 DO0164_MARKER: DB = BENCH MARK DISK
 DO0164_SETTING: 66 = SET IN ROCK OUTCROP
 DO0164_SP_SET: ROCK
 DO0164_STAMPING: Q 1168 1961
 DO0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0164+STABILITY: POSITION/ELEVATION WELL
 DO0164
 DO0164  HISTORY     - Date     Condition        Report By
 DO0164  HISTORY     - 1961     MONUMENTED       CGS
 DO0164  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0164  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0164
 DO0164                          STATION DESCRIPTION
 DO0164
 DO0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0164'1.6 MI NW FROM JACKSBORO.
 DO0164'ABOUT 1.6 MILES NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0164'199 FROM THE COURTHOUSE AT JACKSBORO, IN THE NORTH EDGE OF A PASTURE
 DO0164'AND 0.15 MILE SOUTHWEST OF A BRICK HOUSE BELONGING TO MR. K. ADANE,
 DO0164'ABOUT 0.1 MILE EAST AND ACROSS THE HIGHWAY FROM A HOUSE ON THE NORTH
 DO0164'SIDE OF THE HIGHWAY, 64 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 DO0164'SET IN THE TOP OF A LARGE FLAT ROCK ON THE TOP OF THE SOUTH BANK OF
 DO0164'THE HIGHWAY, 153 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER
 DO0164'POLE BEARING A TRANSFORMER, 4 1/2 FEET SOUTH OF A FENCE, ABOUT 6 FEET
 DO0164'ABOVE THE LEVEL OF THE HIGHWAY, AND PROJECTING 2 INCHES.
 DO0164
 DO0164                          STATION RECOVERY (2001)
 DO0164
 DO0164'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0164'MARK NOT FOUND.
 DO0164
 DO0164                          STATION RECOVERY (2005)
 DO0164
 DO0164'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0115 ***********************************************************************
 DO0115  DESIGNATION -  Q 1169
 DO0115  PID         -  DO0115
 DO0115  STATE/COUNTY-  TX/ARCHER
 DO0115  USGS QUAD   -  DARNELL BRANCH (1964)
 DO0115
 DO0115                         *CURRENT SURVEY CONTROL
 DO0115  ___________________________________________________________________
 DO0115* NAD 83(1993)-  33 29 02.30891(N)    098 26 47.76660(W)     ADJUSTED  
 DO0115* NAVD 88     -       339.298  (meters)    1113.18   (feet)  ADJUSTED  
 DO0115  ___________________________________________________________________
 DO0115  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DO0115  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DO0115  DYNAMIC HT  -         338.910 (meters)    1111.91  (feet)  COMP
 DO0115  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 DO0115
 DO0115  HORZ ORDER  -  SECOND
 DO0115  VERT ORDER  -  SECOND    CLASS 0
 DO0115
 DO0115.The horizontal coordinates were established by classical geodetic methods
 DO0115.and adjusted by the National Geodetic Survey in February 1996..
 DO0115
 DO0115.The orthometric height was determined by differential leveling
 DO0115.and adjusted by the National Geodetic Survey in June 1991..
 DO0115
 DO0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0115
 DO0115.The geoid height was determined by GEOID03.
 DO0115
 DO0115.The dynamic height is computed by dividing the NAVD 88
 DO0115.geopotential number by the normal gravity value computed on the
 DO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0115.degrees latitude (g = 980.6199 gals.).
 DO0115
 DO0115.The modeled gravity was interpolated from observed gravity values.
 DO0115
 DO0115;                    North         East     Units Scale Factor Converg.
 DO0115;SPC TXNC     - 2,201,524.818   604,962.316   MT  0.99990100   +0 01 44.8
 DO0115;SPC TXNC     - 7,222,836.01  1,984,780.53   sFT  0.99990100   +0 01 44.8
 DO0115;UTM  14      - 3,705,079.496   551,412.381   MT  0.99963259   +0 18 19.1
 DO0115
 DO0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0115!SPC TXNC     -   0.99995114  x   0.99990100  =   0.99985214
 DO0115!UTM  14      -   0.99995114  x   0.99963259  =   0.99958375
 DO0115
 DO0115                          SUPERSEDED SURVEY CONTROL
 DO0115
 DO0115  NAD 83(1993)-  33 29 02.30906(N)    098 26 47.76579(W) AD(       ) 2
 DO0115  NAD 83(1986)-  33 29 02.31140(N)    098 26 47.75290(W) AD(       ) 2
 DO0115  NAD 27      -  33 29 01.92330(N)    098 26 46.56607(W) AD(       ) 2
 DO0115  NGVD 29 (??/??/92)  339.225  (m)         1112.94   (f) ADJ UNCH    2 0
 DO0115
 DO0115.Superseded values are not recommended for survey control.
 DO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0115.See file dsdata.txt to determine how the superseded data were derived.
 DO0115
 DO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5141205079(NAD 83)
 DO0115_MARKER: DB = BENCH MARK DISK
 DO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0115_STAMPING: Q 1169 1961
 DO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0115+STABILITY: SURFACE MOTION
 DO0115
 DO0115  HISTORY     - Date     Condition        Report By
 DO0115  HISTORY     - 1961     MONUMENTED       CGS
 DO0115  HISTORY     - 1978     GOOD             NGS
 DO0115  HISTORY     - 20010325 GOOD             USPSQD
 DO0115
 DO0115                          STATION DESCRIPTION
 DO0115
 DO0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0115'6.6 MI S FROM WINDTHORST.
 DO0115'ABOUT 6.6 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT
 DO0115'WINDTHORST, 0.25 MILE NORTH OF A ROADSIDE PARK, 0.15 MILE NORTH OF THE
 DO0115'JUNCTION OF THE HIGHWAY AND FARM ROAD 61, 51 FEET WEST OF THE CENTER
 DO0115'LINE OF THE HIGHWAY, 36 FEET SOUTH OF A TELEPHONE POLE BRACED BY A GUY
 DO0115'WIRE, 1 1/2 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A METAL WITNESS
 DO0115'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 DO0115'POST PROJECTING 6 INCHES.
 DO0115
 DO0115                          STATION RECOVERY (1978)
 DO0115
 DO0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0115'THE STATION IS LOCATED 6-1/2 MILES SOUTH OF WINDTHORST,
 DO0115'2-1/2 MILES
 DO0115'NORTHWEST OF THE ARCHER-CLAY-JACK COUNTIES JUNCTION CORNER, AT
 DO0115'THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 16, ON ROAD
 DO0115'RIGHT-OF-WAY, 0.2 MILE NORTHWEST OF TRAVERSE STATION DARNELL.
 DO0115'
 DO0115'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0115'STATE HIGHWAY 25 IN WINDTHORST, GO SOUTH ON HIGHWAY 281 FOR 6.4
 DO0115'MILES TO THE NORTH END OF A TRAFFIC ISLAND FOR THE ABOVE
 DO0115'MENTIONED ROAD JUNCTION AND THE STATION ON THE RIGHT.  THIS
 DO0115'MARK IS 0.2 MILE NORTH OF THE JUNCTION.
 DO0115'
 DO0115'STATION MARK, STAMPED---Q 1169 1961---, IS A STANDARD BENCH
 DO0115'MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DO0115'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 82.5 FEET SOUTHWEST OF
 DO0115'THE SOUTH END OF A 150 FOOT LONG TRAFFIC ISLAND, 52.5 FEET WEST
 DO0115'OF THE CENTER OF THE SOUTHBOUND LANES, 25 FEET SOUTHEAST OF THE
 DO0115'EAST 1 OF 4 IRON POSTS TO A BILLBOARD, 1.5 FEET EAST OF A
 DO0115'FENCE, 1.0 FEET SOUTH OF A METAL WITNESS POST.
 DO0115'
 DO0115'AN ELEVATION TIE AND AN EDM TIE
 DO0115'WAS MADE TO TRAVERSE STATION DARNELL.
 DO0115
 DO0115                          STATION RECOVERY (2001)
 DO0115
 DO0115'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0047 ***********************************************************************
 CA0047  DESIGNATION -  Q 117
 CA0047  PID         -  CA0047
 CA0047  STATE/COUNTY-  TX/HAMILTON
 CA0047  USGS QUAD   -  POTTSVILLE (1956)
 CA0047
 CA0047                         *CURRENT SURVEY CONTROL
 CA0047  ___________________________________________________________________
 CA0047* NAD 83(1986)-  31 41 05.     (N)    098 16 23.     (W)     SCALED    
 CA0047* NAVD 88     -       412.894  (meters)    1354.64   (feet)  ADJUSTED  
 CA0047  ___________________________________________________________________
 CA0047  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CA0047  DYNAMIC HT  -         412.358 (meters)    1352.88  (feet)  COMP
 CA0047  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 CA0047
 CA0047  VERT ORDER  -  SECOND    CLASS 0
 CA0047
 CA0047.The horizontal coordinates were scaled from a topographic map and have
 CA0047.an estimated accuracy of +/- 6 seconds.
 CA0047
 CA0047.The orthometric height was determined by differential leveling
 CA0047.and adjusted by the National Geodetic Survey in June 1991..
 CA0047
 CA0047.The geoid height was determined by GEOID03.
 CA0047
 CA0047.The dynamic height is computed by dividing the NAVD 88
 CA0047.geopotential number by the normal gravity value computed on the
 CA0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0047.degrees latitude (g = 980.6199 gals.).
 CA0047
 CA0047.The modeled gravity was interpolated from observed gravity values.
 CA0047
 CA0047;                    North         East    Units  Estimated Accuracy
 CA0047;SPC TX C     - 3,225,530.      895,330.      MT  (+/- 180 meters Scaled)
 CA0047
 CA0047                          SUPERSEDED SURVEY CONTROL
 CA0047
 CA0047  NGVD 29 (??/??/92)  412.808  (m)         1354.35   (f) ADJ UNCH    2 0
 CA0047
 CA0047.Superseded values are not recommended for survey control.
 CA0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0047.See file dsdata.txt to determine how the superseded data were derived.
 CA0047
 CA0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA688057(NAD 83)
 CA0047_MARKER: DB = BENCH MARK DISK
 CA0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0047_STAMPING: 1354.515 Q 117 1933
 CA0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0047+STABILITY: SURFACE MOTION
 CA0047
 CA0047  HISTORY     - Date     Condition        Report By
 CA0047  HISTORY     - 1933     MONUMENTED       CGS
 CA0047  HISTORY     - 1935     GOOD             NGS
 CA0047
 CA0047                          STATION DESCRIPTION
 CA0047
 CA0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0047'2.9 MI E FROM POTTSVILLE.
 CA0047'2.9 MILES EAST ALONG THE HAMILTON ROAD FROM POTTSVILLE, HAMILTON
 CA0047'COUNTY, AT THE WAGONER FARMHOUSE, 10 FEET SOUTH OF THE FRONT STEP, AND
 CA0047'75 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A
 CA0047'CONCRETE POST.
 CA0047
 CA0047                          STATION RECOVERY (1935)
 CA0047
 CA0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0094 ***********************************************************************
 CT0094  DESIGNATION -  Q 1170
 CT0094  PID         -  CT0094
 CT0094  STATE/COUNTY-  TX/PALO PINTO
 CT0094  USGS QUAD   -  WHITT (1984)
 CT0094
 CT0094                         *CURRENT SURVEY CONTROL
 CT0094  ___________________________________________________________________
 CT0094* NAD 83(1986)-  32 54 24.     (N)    098 04 49.     (W)     SCALED    
 CT0094* NAVD 88     -       308.378  (meters)    1011.74   (feet)  ADJUSTED  
 CT0094  ___________________________________________________________________
 CT0094  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CT0094  DYNAMIC HT  -         308.002 (meters)    1010.50  (feet)  COMP
 CT0094  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 CT0094
 CT0094  VERT ORDER  -  SECOND    CLASS 0
 CT0094
 CT0094.The horizontal coordinates were scaled from a topographic map and have
 CT0094.an estimated accuracy of +/- 6 seconds.
 CT0094
 CT0094.The orthometric height was determined by differential leveling
 CT0094.and adjusted by the National Geodetic Survey in June 1991..
 CT0094
 CT0094.The geoid height was determined by GEOID03.
 CT0094
 CT0094.The dynamic height is computed by dividing the NAVD 88
 CT0094.geopotential number by the normal gravity value computed on the
 CT0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0094.degrees latitude (g = 980.6199 gals.).
 CT0094
 CT0094.The modeled gravity was interpolated from observed gravity values.
 CT0094
 CT0094;                    North         East    Units  Estimated Accuracy
 CT0094;SPC TXNC     - 2,137,580.      639,260.      MT  (+/- 180 meters Scaled)
 CT0094
 CT0094                          SUPERSEDED SURVEY CONTROL
 CT0094
 CT0094  NGVD 29 (??/??/92)  308.281  (m)         1011.42   (f) ADJ UNCH    2 0
 CT0094
 CT0094.Superseded values are not recommended for survey control.
 CT0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0094.See file dsdata.txt to determine how the superseded data were derived.
 CT0094
 CT0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB860413(NAD 83)
 CT0094_MARKER: DB = BENCH MARK DISK
 CT0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0094_SP_SET: BRIDGE
 CT0094_STAMPING: Q 1170 1961
 CT0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0094
 CT0094  HISTORY     - Date     Condition        Report By
 CT0094  HISTORY     - 1961     MONUMENTED       CGS
 CT0094  HISTORY     - 19980822 GOOD             USPSQD
 CT0094  HISTORY     - 20050416 GOOD             USPSQD
 CT0094
 CT0094                          STATION DESCRIPTION
 CT0094
 CT0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0094'7.25 MI N FROM MINERAL WELLS.
 CT0094'ABOUT 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0094'MINERAL WELLS, THENCE 7.2 MILES NORTH ALONG U. S. HIGHWAY 281, 24 FEET
 CT0094'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 CT0094'NORTHEAST CONCRETE WING WALL OF A CONCRETE BRIDGE OVER TURKEY CREEK,
 CT0094'AND ABOUT LEVEL WITH THE HIGHWAY.
 CT0094
 CT0094                          STATION RECOVERY (1998)
 CT0094
 CT0094'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0094'RECOVERED IN GOOD CONDITION.
 CT0094
 CT0094                          STATION RECOVERY (2005)
 CT0094
 CT0094'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0364 ***********************************************************************
 CU0364  DESIGNATION -  Q 1171
 CU0364  PID         -  CU0364
 CU0364  STATE/COUNTY-  TX/MITCHELL
 CU0364  USGS QUAD   -  PECAN CROSSING (1959)
 CU0364
 CU0364                         *CURRENT SURVEY CONTROL
 CU0364  ___________________________________________________________________
 CU0364* NAD 83(1986)-  32 11 05.     (N)    100 45 48.     (W)     SCALED    
 CU0364* NAVD 88     -       654.896  (meters)    2148.60   (feet)  ADJUSTED  
 CU0364  ___________________________________________________________________
 CU0364  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CU0364  DYNAMIC HT  -         654.025 (meters)    2145.75  (feet)  COMP
 CU0364  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 CU0364
 CU0364  VERT ORDER  -  SECOND    CLASS 0
 CU0364
 CU0364.The horizontal coordinates were scaled from a topographic map and have
 CU0364.an estimated accuracy of +/- 6 seconds.
 CU0364
 CU0364.The orthometric height was determined by differential leveling
 CU0364.and adjusted by the National Geodetic Survey in June 1991..
 CU0364
 CU0364.The geoid height was determined by GEOID03.
 CU0364
 CU0364.The dynamic height is computed by dividing the NAVD 88
 CU0364.geopotential number by the normal gravity value computed on the
 CU0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0364.degrees latitude (g = 980.6199 gals.).
 CU0364
 CU0364.The modeled gravity was interpolated from observed gravity values.
 CU0364
 CU0364;                    North         East    Units  Estimated Accuracy
 CU0364;SPC TXNC     - 2,059,750.      386,580.      MT  (+/- 180 meters Scaled)
 CU0364
 CU0364                          SUPERSEDED SURVEY CONTROL
 CU0364
 CU0364  NGVD 29 (??/??/92)  654.697  (m)         2147.95   (f) ADJ UNCH    2 0
 CU0364
 CU0364.Superseded values are not recommended for survey control.
 CU0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0364.See file dsdata.txt to determine how the superseded data were derived.
 CU0364
 CU0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA337622(NAD 83)
 CU0364_MARKER: DB = BENCH MARK DISK
 CU0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0364_STAMPING: Q 1171 1961
 CU0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0364+STABILITY: SURFACE MOTION
 CU0364
 CU0364  HISTORY     - Date     Condition        Report By
 CU0364  HISTORY     - 1961     MONUMENTED       CGS
 CU0364
 CU0364                          STATION DESCRIPTION
 CU0364
 CU0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0364'9.3 MI NW FROM SILVER.
 CU0364'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0364'AT SILVER, THENCE 8.7 MILES NORTHWEST ALONG STATE HIGHWAY 208, ON THE
 CU0364'CREST OF A LONG HILL, 49 FEET NORTHEAST OF THE CENTER LINE OF THE
 CU0364'HIGHWAY, 38 FEET NORTHWEST OF THE CENTER OF A GATE WHICH CROSSES A
 CU0364'TRACK ROAD LEADING EAST TO THE CREST OF A HILL, 2 FEET SOUTHWEST OF A
 CU0364'FENCE, 2.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CU0364'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CU0364'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0017 ***********************************************************************
 CB0017  DESIGNATION -  Q 1172
 CB0017  PID         -  CB0017
 CB0017  STATE/COUNTY-  TX/COKE
 CB0017  USGS QUAD   -  SHAWVILLE (1987)
 CB0017
 CB0017                         *CURRENT SURVEY CONTROL
 CB0017  ___________________________________________________________________
 CB0017* NAD 83(1986)-  31 50 53.     (N)    100 18 00.     (W)     SCALED    
 CB0017* NAVD 88     -       533.066  (meters)    1748.90   (feet)  ADJUSTED  
 CB0017  ___________________________________________________________________
 CB0017  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 CB0017  DYNAMIC HT  -         532.364 (meters)    1746.60  (feet)  COMP
 CB0017  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 CB0017
 CB0017  VERT ORDER  -  SECOND    CLASS 0
 CB0017
 CB0017.The horizontal coordinates were scaled from a topographic map and have
 CB0017.an estimated accuracy of +/- 6 seconds.
 CB0017
 CB0017.The orthometric height was determined by differential leveling
 CB0017.and adjusted by the National Geodetic Survey in June 1991..
 CB0017
 CB0017.The geoid height was determined by GEOID03.
 CB0017
 CB0017.The dynamic height is computed by dividing the NAVD 88
 CB0017.geopotential number by the normal gravity value computed on the
 CB0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0017.degrees latitude (g = 980.6199 gals.).
 CB0017
 CB0017.The modeled gravity was interpolated from observed gravity values.
 CB0017
 CB0017;                    North         East    Units  Estimated Accuracy
 CB0017;SPC TX C     - 3,241,830.      703,160.      MT  (+/- 180 meters Scaled)
 CB0017
 CB0017                          SUPERSEDED SURVEY CONTROL
 CB0017
 CB0017  NGVD 29 (??/??/92)  532.863  (m)         1748.23   (f) ADJ UNCH    2 0
 CB0017
 CB0017.Superseded values are not recommended for survey control.
 CB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0017.See file dsdata.txt to determine how the superseded data were derived.
 CB0017
 CB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA770243(NAD 83)
 CB0017_MARKER: DB = BENCH MARK DISK
 CB0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0017_SP_SET: ABUTMENT
 CB0017_STAMPING: Q 1172 1961
 CB0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0017
 CB0017  HISTORY     - Date     Condition        Report By
 CB0017  HISTORY     - 1961     MONUMENTED       CGS
 CB0017
 CB0017                          STATION DESCRIPTION
 CB0017
 CB0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0017'2.8 MI S FROM BRONTE.
 CB0017'ABOUT 2.8 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM
 CB0017'THE STATION AT BRONTE, 4 RAILS SOUTH OF MILEPOST 688, 8 FEET WEST OF
 CB0017'THE WEST RAIL, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 CB0017'ABUTMENT OF THE BRIDGE OVER THE COLORADO RIVER, AND ABOUT 1 FOOT BELOW
 CB0017'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0123 ***********************************************************************
 CU0123  DESIGNATION -  Q 1173
 CU0123  PID         -  CU0123
 CU0123  STATE/COUNTY-  TX/FISHER
 CU0123  USGS QUAD   -  ROTAN (1981)
 CU0123
 CU0123                         *CURRENT SURVEY CONTROL
 CU0123  ___________________________________________________________________
 CU0123* NAD 83(1986)-  32 47 14.     (N)    100 23 19.     (W)     SCALED    
 CU0123* NAVD 88     -       580.988  (meters)    1906.12   (feet)  ADJUSTED  
 CU0123  ___________________________________________________________________
 CU0123  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CU0123  DYNAMIC HT  -         580.226 (meters)    1903.62  (feet)  COMP
 CU0123  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 CU0123
 CU0123  VERT ORDER  -  SECOND    CLASS 0
 CU0123
 CU0123.The horizontal coordinates were scaled from a topographic map and have
 CU0123.an estimated accuracy of +/- 6 seconds.
 CU0123
 CU0123.The orthometric height was determined by differential leveling
 CU0123.and adjusted by the National Geodetic Survey in June 1991..
 CU0123
 CU0123.The geoid height was determined by GEOID03.
 CU0123
 CU0123.The dynamic height is computed by dividing the NAVD 88
 CU0123.geopotential number by the normal gravity value computed on the
 CU0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0123.degrees latitude (g = 980.6199 gals.).
 CU0123
 CU0123.The modeled gravity was interpolated from observed gravity values.
 CU0123
 CU0123;                    North         East    Units  Estimated Accuracy
 CU0123;SPC TXNC     - 2,125,850.      423,110.      MT  (+/- 180 meters Scaled)
 CU0123
 CU0123                          SUPERSEDED SURVEY CONTROL
 CU0123
 CU0123  NGVD 29 (??/??/92)  580.750  (m)         1905.34   (f) ADJ UNCH    2 0
 CU0123
 CU0123.Superseded values are not recommended for survey control.
 CU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0123.See file dsdata.txt to determine how the superseded data were derived.
 CU0123
 CU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB699285(NAD 83)
 CU0123_MARKER: DB = BENCH MARK DISK
 CU0123_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0123_SP_SET: 35 FT
 CU0123_STAMPING: Q 1173 1961
 CU0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0123
 CU0123  HISTORY     - Date     Condition        Report By
 CU0123  HISTORY     - 1961     MONUMENTED       CGS
 CU0123
 CU0123                          STATION DESCRIPTION
 CU0123
 CU0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0123'3.05 MI NW FROM ROBY.
 CU0123'ABOUT 3.05 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE COUNTY
 CU0123'COURTHOUSE AT ROBY, 49 FEET NORTHEAST OF THE CENTER LINE OF THE
 CU0123'HIGHWAY, 74 FEET SOUTH-SOUTHEAST OF THE EAST CORNER OF A CONCRETE
 CU0123'HIGHWAY BRIDGE OVER THE CLEAR FORK OF THE BRAZOS RIVER, 123 FEET NORTH
 CU0123'OF AND ACROSS THE HIGHWAY FROM A LONE 18-INCH MESQUITE TREE, 32 FEET
 CU0123'SOUTHEAST OF THE CENTER OF A GATE, 7 INCHES SOUTHWEST OF A FENCE, 1.7
 CU0123'FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 CU0123'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CU0123'DRIVEN TO A DEPTH OF 35 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 CU0123'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0135 ***********************************************************************
 DP0135  DESIGNATION -  Q 1174 RESET 1970
 DP0135  PID         -  DP0135
 DP0135  STATE/COUNTY-  TX/FISHER
 DP0135  USGS QUAD   -  A B C CREEK (1969)
 DP0135
 DP0135                         *CURRENT SURVEY CONTROL
 DP0135  ___________________________________________________________________
 DP0135* NAD 83(1986)-  33 05 05.     (N)    100 35 01.     (W)     SCALED    
 DP0135* NAVD 88     -       582.88   (+/-2cm)    1912.3    (feet)  VERTCON   
 DP0135  ___________________________________________________________________
 DP0135  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DP0135
 DP0135  VERT ORDER  -  THIRD (See Below)
 DP0135
 DP0135.The horizontal coordinates were scaled from a topographic map and have
 DP0135.an estimated accuracy of +/- 6 seconds.
 DP0135
 DP0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0135.The vertical order pertains to the NGVD 29 superseded value.
 DP0135
 DP0135.The geoid height was determined by GEOID03.
 DP0135
 DP0135;                    North         East    Units  Estimated Accuracy
 DP0135;SPC TXNC     - 2,159,180.      405,500.      MT  (+/- 180 meters Scaled)
 DP0135
 DP0135                          SUPERSEDED SURVEY CONTROL
 DP0135
 DP0135  NGVD 29 (01/29/03)  582.64   (m)         1911.5    (f) RESET       3  
 DP0135
 DP0135.Superseded values are not recommended for survey control.
 DP0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0135.See file dsdata.txt to determine how the superseded data were derived.
 DP0135
 DP0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB522617(NAD 83)
 DP0135_MARKER: DB = BENCH MARK DISK
 DP0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0135_SP_SET: BRIDGE
 DP0135_STAMPING: Q 1174 1961 RESET 1970
 DP0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0135
 DP0135  HISTORY     - Date     Condition        Report By
 DP0135  HISTORY     - 1970     MONUMENTED       TXHD
 DP0135  HISTORY     - 1971     GOOD             USGS
 DP0135
 DP0135                          STATION DESCRIPTION
 DP0135
 DP0135'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DP0135'12.7 MI SE FROM CLAIREMONT.
 DP0135'ABOUT 5.65 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTON OF THE
 DP0135'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, THENCE 7.05 MILES
 DP0135'SOUTHEAST ALONG STATE HIGHWAY 70, SET IN THE TOP OF THE NORTH SIDE OF
 DP0135'THE WEST CONCRETE WING WALL  OF A CONCRETE HIGHWAY BRIDGE 23 FEET
 DP0135'SOUTH CENTER OF HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, STAMPED Q 1174
 DP0135'1961 RESET 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0078 ***********************************************************************
 CB0078  DESIGNATION -  Q 1175
 CB0078  PID         -  CB0078
 CB0078  STATE/COUNTY-  TX/COKE
 CB0078  USGS QUAD   -  ROBERT LEE (1987)
 CB0078
 CB0078                         *CURRENT SURVEY CONTROL
 CB0078  ___________________________________________________________________
 CB0078* NAD 83(1986)-  31 53 45.     (N)    100 23 18.     (W)     SCALED    
 CB0078* NAVD 88     -       566.755  (meters)    1859.43   (feet)  ADJUSTED  
 CB0078  ___________________________________________________________________
 CB0078  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 CB0078  DYNAMIC HT  -         566.007 (meters)    1856.97  (feet)  COMP
 CB0078  MODELED GRAV-     979,301.2   (mgal)                       NAVD 88
 CB0078
 CB0078  VERT ORDER  -  SECOND    CLASS 0
 CB0078
 CB0078.The horizontal coordinates were scaled from a topographic map and have
 CB0078.an estimated accuracy of +/- 6 seconds.
 CB0078
 CB0078.The orthometric height was determined by differential leveling
 CB0078.and adjusted by the National Geodetic Survey in June 1991..
 CB0078
 CB0078.The geoid height was determined by GEOID03.
 CB0078
 CB0078.The dynamic height is computed by dividing the NAVD 88
 CB0078.geopotential number by the normal gravity value computed on the
 CB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0078.degrees latitude (g = 980.6199 gals.).
 CB0078
 CB0078.The modeled gravity was interpolated from observed gravity values.
 CB0078
 CB0078;                    North         East    Units  Estimated Accuracy
 CB0078;SPC TX C     - 3,247,130.      694,800.      MT  (+/- 180 meters Scaled)
 CB0078
 CB0078                          SUPERSEDED SURVEY CONTROL
 CB0078
 CB0078  NGVD 29 (??/??/92)  566.562  (m)         1858.80   (f) ADJ UNCH    2 0
 CB0078
 CB0078.Superseded values are not recommended for survey control.
 CB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0078.See file dsdata.txt to determine how the superseded data were derived.
 CB0078
 CB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA687297(NAD 83)
 CB0078_MARKER: DB = BENCH MARK DISK
 CB0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0078_SP_SET: CURB
 CB0078_STAMPING: Q 1175 1961
 CB0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0078
 CB0078  HISTORY     - Date     Condition        Report By
 CB0078  HISTORY     - 1961     MONUMENTED       CGS
 CB0078
 CB0078                          STATION DESCRIPTION
 CB0078
 CB0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0078'5.75 MI W FROM BRONTE.
 CB0078'ABOUT 5.75 MILES WEST ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND
 CB0078'SANTA FE RAILROAD STATION AT BRONTE, OR 0.25 MILE NORTH ALONG MAIN
 CB0078'STREET FROM THE COURTHOUSE AT ROBERT LEE, THENCE 6.15 MILES EAST ALONG
 CB0078'STATE HIGHWAY 158, 16 FEET NORTHEAST OF THE CENTER LINE OF THE
 CB0078'HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 CB0078'CURB OF A BRIDGE OVER COW CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 CB0078'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0079 ***********************************************************************
 CB0079  DESIGNATION -  Q 1175 RESET 1965
 CB0079  PID         -  CB0079
 CB0079  STATE/COUNTY-  TX/COKE
 CB0079  USGS QUAD   -  ROBERT LEE (1987)
 CB0079
 CB0079                         *CURRENT SURVEY CONTROL
 CB0079  ___________________________________________________________________
 CB0079* NAD 83(1986)-  31 53 45.     (N)    100 23 18.     (W)     SCALED    
 CB0079* NAVD 88     -       566.72   (+/-2cm)    1859.3    (feet)  VERTCON   
 CB0079  ___________________________________________________________________
 CB0079  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 CB0079
 CB0079  VERT ORDER  -  THIRD (See Below)
 CB0079
 CB0079.The horizontal coordinates were scaled from a topographic map and have
 CB0079.an estimated accuracy of +/- 6 seconds.
 CB0079
 CB0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0079.The vertical order pertains to the NGVD 29 superseded value.
 CB0079
 CB0079.The geoid height was determined by GEOID03.
 CB0079
 CB0079;                    North         East    Units  Estimated Accuracy
 CB0079;SPC TX C     - 3,247,130.      694,800.      MT  (+/- 180 meters Scaled)
 CB0079
 CB0079                          SUPERSEDED SURVEY CONTROL
 CB0079
 CB0079  NGVD 29 (01/29/03)  566.53   (m)         1858.7    (f) RESET       3  
 CB0079
 CB0079.Superseded values are not recommended for survey control.
 CB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0079.See file dsdata.txt to determine how the superseded data were derived.
 CB0079
 CB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA687297(NAD 83)
 CB0079_MARKER: DB = BENCH MARK DISK
 CB0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0079_SP_SET: CURB
 CB0079_STAMPING: Q 1175 RESET 1965
 CB0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0079
 CB0079  HISTORY     - Date     Condition        Report By
 CB0079  HISTORY     - 1965     MONUMENTED       TXHD
 CB0079
 CB0079                          STATION DESCRIPTION
 CB0079
 CB0079'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965
 CB0079'5.75 MI W FROM BRONTE.
 CB0079'ABOUT 5.75 MILES WEST ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND
 CB0079'SANTA FE RAILROAD STATION AT BRONTE, OR 0.25 MILE NORTH ALONG MAIN
 CB0079'STREET FROM THE COURTHOUSE AT ROBER LEE, THENCE 6.15 MILES EAST ALONG
 CB0079'STATE HIGHWAY 158, 22 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CB0079'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE CURB OF
 CB0079'A BRIDGE OVER COW CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CB0079'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0437 ***********************************************************************
 CU0437  DESIGNATION -  Q 1176
 CU0437  PID         -  CU0437
 CU0437  STATE/COUNTY-  TX/SCURRY
 CU0437  USGS QUAD   -  INADALE NW (1969)
 CU0437
 CU0437                         *CURRENT SURVEY CONTROL
 CU0437  ___________________________________________________________________
 CU0437* NAD 83(1986)-  32 44 03.     (N)    100 39 57.     (W)     SCALED    
 CU0437* NAVD 88     -       659.265  (meters)    2162.94   (feet)  ADJUSTED  
 CU0437  ___________________________________________________________________
 CU0437  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CU0437  DYNAMIC HT  -         658.394 (meters)    2160.08  (feet)  COMP
 CU0437  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 CU0437
 CU0437  VERT ORDER  -  SECOND    CLASS 0
 CU0437
 CU0437.The horizontal coordinates were scaled from a topographic map and have
 CU0437.an estimated accuracy of +/- 6 seconds.
 CU0437
 CU0437.The orthometric height was determined by differential leveling
 CU0437.and adjusted by the National Geodetic Survey in June 1991..
 CU0437
 CU0437.The geoid height was determined by GEOID03.
 CU0437
 CU0437.The dynamic height is computed by dividing the NAVD 88
 CU0437.geopotential number by the normal gravity value computed on the
 CU0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0437.degrees latitude (g = 980.6199 gals.).
 CU0437
 CU0437.The modeled gravity was interpolated from observed gravity values.
 CU0437
 CU0437;                    North         East    Units  Estimated Accuracy
 CU0437;SPC TXNC     - 2,120,470.      397,030.      MT  (+/- 180 meters Scaled)
 CU0437
 CU0437                          SUPERSEDED SURVEY CONTROL
 CU0437
 CU0437  NGVD 29 (??/??/92)  658.994  (m)         2162.05   (f) ADJ UNCH    2 0
 CU0437
 CU0437.Superseded values are not recommended for survey control.
 CU0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0437.See file dsdata.txt to determine how the superseded data were derived.
 CU0437
 CU0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB439230(NAD 83)
 CU0437_MARKER: DB = BENCH MARK DISK
 CU0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0437_STAMPING: Q 1176 1961
 CU0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0437+STABILITY: SURFACE MOTION
 CU0437
 CU0437  HISTORY     - Date     Condition        Report By
 CU0437  HISTORY     - 1961     MONUMENTED       CGS
 CU0437
 CU0437                          STATION DESCRIPTION
 CU0437
 CU0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0437'8.65 MI SW FROM HOBBS.
 CU0437'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0437'HOBBS, THENCE 3.3 MILES SOUTH ALONG FARM ROAD 611, THENCE 5.15 MILES
 CU0437'WEST ALONG U. S. HIGHWAY 180, 0.45 MILE WEST OF THE FISHER-SCURRY
 CU0437'COUNTY LINE, 0.3 MILE EAST OF A CURVE IN THE HIGHWAY, 60 FEET NORTH OF
 CU0437'THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTHEAST OF THE EAST END OF
 CU0437'THE NORTH CONCRETE HEAD WALL OF A CULVERT, 3 FEET WEST OF A CORNER
 CU0437'FENCE POST, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 CU0437'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0437'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0246 ***********************************************************************
 CB0246  DESIGNATION -  Q 1177
 CB0246  PID         -  CB0246
 CB0246  STATE/COUNTY-  TX/COKE
 CB0246  USGS QUAD   -  GREEN MOUNTAIN (1987)
 CB0246
 CB0246                         *CURRENT SURVEY CONTROL
 CB0246  ___________________________________________________________________
 CB0246* NAD 83(1986)-  31 53 45.     (N)    100 44 20.     (W)     SCALED    
 CB0246* NAVD 88     -       689.540  (meters)    2262.27   (feet)  ADJUSTED  
 CB0246  ___________________________________________________________________
 CB0246  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 CB0246  DYNAMIC HT  -         688.603 (meters)    2259.19  (feet)  COMP
 CB0246  MODELED GRAV-     979,257.8   (mgal)                       NAVD 88
 CB0246
 CB0246  VERT ORDER  -  SECOND    CLASS 0
 CB0246
 CB0246.The horizontal coordinates were scaled from a topographic map and have
 CB0246.an estimated accuracy of +/- 6 seconds.
 CB0246
 CB0246.The orthometric height was determined by differential leveling
 CB0246.and adjusted by the National Geodetic Survey in June 1991..
 CB0246
 CB0246.The geoid height was determined by GEOID03.
 CB0246
 CB0246.The dynamic height is computed by dividing the NAVD 88
 CB0246.geopotential number by the normal gravity value computed on the
 CB0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0246.degrees latitude (g = 980.6199 gals.).
 CB0246
 CB0246.The modeled gravity was interpolated from observed gravity values.
 CB0246
 CB0246;                    North         East    Units  Estimated Accuracy
 CB0246;SPC TX C     - 3,247,200.      661,630.      MT  (+/- 180 meters Scaled)
 CB0246
 CB0246                          SUPERSEDED SURVEY CONTROL
 CB0246
 CB0246  NGVD 29 (??/??/92)  689.318  (m)         2261.54   (f) ADJ UNCH    2 0
 CB0246
 CB0246.Superseded values are not recommended for survey control.
 CB0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0246.See file dsdata.txt to determine how the superseded data were derived.
 CB0246
 CB0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA355302(NAD 83)
 CB0246_MARKER: DB = BENCH MARK DISK
 CB0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0246_STAMPING: Q 1177 1961
 CB0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0246+STABILITY: SURFACE MOTION
 CB0246
 CB0246  HISTORY     - Date     Condition        Report By
 CB0246  HISTORY     - 1961     MONUMENTED       CGS
 CB0246  HISTORY     - 1971     POOR             USGS
 CB0246
 CB0246                          STATION DESCRIPTION
 CB0246
 CB0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0246'16.1 MI W FROM ROBERT LEE.
 CB0246'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0246'ROBERT LEE, THENCE 15.85 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0246'ROAD 387, 49 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 180 FEET
 CB0246'EAST OF A SMALL EARTH DAM, 7 1/2 FEET EAST OF A POWER POLE, 1 1/2 FEET
 CB0246'NORTH OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 CB0246'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CB0246'PROJECTING 6 INCHES.
 CB0246
 CB0246                          STATION RECOVERY (1971)
 CB0246
 CB0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CB0246'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0098 ***********************************************************************
 CU0098  DESIGNATION -  Q 1178
 CU0098  PID         -  CU0098
 CU0098  STATE/COUNTY-  TX/FISHER
 CU0098  USGS QUAD   -  ROTAN (1981)
 CU0098
 CU0098                         *CURRENT SURVEY CONTROL
 CU0098  ___________________________________________________________________
 CU0098* NAD 83(1986)-  32 51 02.     (N)    100 28 14.     (W)     SCALED    
 CU0098* NAVD 88     -       592.189  (meters)    1942.87   (feet)  ADJUSTED  
 CU0098  ___________________________________________________________________
 CU0098  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CU0098  DYNAMIC HT  -         591.417 (meters)    1940.34  (feet)  COMP
 CU0098  MODELED GRAV-     979,316.6   (mgal)                       NAVD 88
 CU0098
 CU0098  VERT ORDER  -  SECOND    CLASS 0
 CU0098
 CU0098.The horizontal coordinates were scaled from a topographic map and have
 CU0098.an estimated accuracy of +/- 6 seconds.
 CU0098
 CU0098.The orthometric height was determined by differential leveling
 CU0098.and adjusted by the National Geodetic Survey in June 1991..
 CU0098
 CU0098.The geoid height was determined by GEOID03.
 CU0098
 CU0098.The dynamic height is computed by dividing the NAVD 88
 CU0098.geopotential number by the normal gravity value computed on the
 CU0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0098.degrees latitude (g = 980.6199 gals.).
 CU0098
 CU0098.The modeled gravity was interpolated from observed gravity values.
 CU0098
 CU0098;                    North         East    Units  Estimated Accuracy
 CU0098;SPC TXNC     - 2,133,010.      415,570.      MT  (+/- 180 meters Scaled)
 CU0098
 CU0098                          SUPERSEDED SURVEY CONTROL
 CU0098
 CU0098  NGVD 29 (??/??/92)  591.94   (m)         1942.1    (f) COMPUTED    2 0
 CU0098
 CU0098.Superseded values are not recommended for survey control.
 CU0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0098.See file dsdata.txt to determine how the superseded data were derived.
 CU0098
 CU0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB623356(NAD 83)
 CU0098_MARKER: DB = BENCH MARK DISK
 CU0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0098_SP_SET: RETAINING WALL
 CU0098_STAMPING: Q 1178 1961
 CU0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0098
 CU0098  HISTORY     - Date     Condition        Report By
 CU0098  HISTORY     - 1961     MONUMENTED       CGS
 CU0098
 CU0098                          STATION DESCRIPTION
 CU0098
 CU0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0098'0.35 MI W FROM ROTAN.
 CU0098'ABOUT 0.35 MILE WEST ALONG FARM ROAD 611 FROM THE MOST SOUTHERLY OF A
 CU0098'GROUP OF SCHOOL BUILDINGS AT ROTAN, 113 FEET SOUTH OF THE CENTER LINE
 CU0098'OF THE ROAD, 178 FEET EAST OF THE CENTER LINE OF A GRADED DIRT ROAD
 CU0098'LEADING SOUTH TO THE WHITEFIELD AIRPORT, 23 1/2 FEET SOUTHWEST OF THE
 CU0098'SOUTHWEST CORNER OF A SCALE HOUSE AT A COTTON GIN, SET IN THE TOP OF
 CU0098'THE WEST SIDE OF THE CONCRETE RETAINING WALL AROUND THE SCALE, 55 1/2
 CU0098'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE COTTON GIN, 1 1/2 FEET
 CU0098'NORTH OF THE SOUTHWEST CORNER OF THE SCALE, AND ABOUT LEVEL WITH THE
 CU0098'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0431 ***********************************************************************
 CU0431  DESIGNATION -  Q 1179
 CU0431  PID         -  CU0431
 CU0431  STATE/COUNTY-  TX/FISHER
 CU0431  USGS QUAD   -  BULL CREEK (1969)
 CU0431
 CU0431                         *CURRENT SURVEY CONTROL
 CU0431  ___________________________________________________________________
 CU0431* NAD 83(1986)-  32 44 06.     (N)    100 34 43.     (W)     SCALED    
 CU0431* NAVD 88     -       626.887  (meters)    2056.71   (feet)  ADJUSTED  
 CU0431  ___________________________________________________________________
 CU0431  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CU0431  DYNAMIC HT  -         626.057 (meters)    2053.99  (feet)  COMP
 CU0431  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 CU0431
 CU0431  VERT ORDER  -  SECOND    CLASS 0
 CU0431
 CU0431.The horizontal coordinates were scaled from a topographic map and have
 CU0431.an estimated accuracy of +/- 6 seconds.
 CU0431
 CU0431.The orthometric height was determined by differential leveling
 CU0431.and adjusted by the National Geodetic Survey in June 1991..
 CU0431
 CU0431.The geoid height was determined by GEOID03.
 CU0431
 CU0431.The dynamic height is computed by dividing the NAVD 88
 CU0431.geopotential number by the normal gravity value computed on the
 CU0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0431.degrees latitude (g = 980.6199 gals.).
 CU0431
 CU0431.The modeled gravity was interpolated from observed gravity values.
 CU0431
 CU0431;                    North         East    Units  Estimated Accuracy
 CU0431;SPC TXNC     - 2,120,400.      405,200.      MT  (+/- 180 meters Scaled)
 CU0431
 CU0431                          SUPERSEDED SURVEY CONTROL
 CU0431
 CU0431  NGVD 29 (??/??/92)  626.620  (m)         2055.84   (f) ADJ UNCH    2 0
 CU0431
 CU0431.Superseded values are not recommended for survey control.
 CU0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0431.See file dsdata.txt to determine how the superseded data were derived.
 CU0431
 CU0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB520230(NAD 83)
 CU0431_MARKER: DB = BENCH MARK DISK
 CU0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0431_STAMPING: Q 1179 1961
 CU0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0431+STABILITY: SURFACE MOTION
 CU0431
 CU0431  HISTORY     - Date     Condition        Report By
 CU0431  HISTORY     - 1961     MONUMENTED       CGS
 CU0431
 CU0431                          STATION DESCRIPTION
 CU0431
 CU0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0431'3.5 MI S FROM HOBBS.
 CU0431'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0431'HOBBS, THENCE 3.3 MILES SOUTH ALONG FARM ROAD 611, 89 FEET WEST OF THE
 CU0431'CENTER LINE OF THE FARM ROAD, 96 FEET NORTH OF THE CENTER LINE OF U.
 CU0431'S. HIGHWAY 180, 140 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 CU0431'THE FARM ROAD AND THE HIGHWAY, 64 FEET SOUTHWEST OF A POWER POLE, 56
 CU0431'1/2 FEET NORTHEAST OF A CONCRETE F.A.P. HIGHWAY MARK, 2 FEET SOUTHEAST
 CU0431'OF A FENCE, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2
 CU0431'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CU0431'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0008 ***********************************************************************
 BN0008  DESIGNATION -  Q 118
 BN0008  PID         -  BN0008
 BN0008  STATE/COUNTY-  TX/BURNET
 BN0008  USGS QUAD   -  LAKE VICTOR (1967)
 BN0008
 BN0008                         *CURRENT SURVEY CONTROL
 BN0008  ___________________________________________________________________
 BN0008* NAD 83(1986)-  30 54 53.     (N)    098 11 28.     (W)     SCALED    
 BN0008* NAVD 88     -       429.152  (meters)    1407.98   (feet)  ADJUSTED  
 BN0008  ___________________________________________________________________
 BN0008  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 BN0008  DYNAMIC HT  -         428.574 (meters)    1406.08  (feet)  COMP
 BN0008  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 BN0008
 BN0008  VERT ORDER  -  SECOND    CLASS 0
 BN0008
 BN0008.The horizontal coordinates were scaled from a topographic map and have
 BN0008.an estimated accuracy of +/- 6 seconds.
 BN0008
 BN0008.The orthometric height was determined by differential leveling
 BN0008.and adjusted by the National Geodetic Survey in June 1991..
 BN0008
 BN0008.The geoid height was determined by GEOID03.
 BN0008
 BN0008.The dynamic height is computed by dividing the NAVD 88
 BN0008.geopotential number by the normal gravity value computed on the
 BN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0008.degrees latitude (g = 980.6199 gals.).
 BN0008
 BN0008.The modeled gravity was interpolated from observed gravity values.
 BN0008
 BN0008;                    North         East    Units  Estimated Accuracy
 BN0008;SPC TX C     - 3,140,320.      904,740.      MT  (+/- 180 meters Scaled)
 BN0008
 BN0008                          SUPERSEDED SURVEY CONTROL
 BN0008
 BN0008  NGVD 29 (??/??/92)  429.050  (m)         1407.64   (f) ADJ UNCH    2 0
 BN0008
 BN0008.Superseded values are not recommended for survey control.
 BN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0008.See file dsdata.txt to determine how the superseded data were derived.
 BN0008
 BN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV772204(NAD 83)
 BN0008_MARKER: DB = BENCH MARK DISK
 BN0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0008_STAMPING: Q 118 1933
 BN0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0008+STABILITY: SURFACE MOTION
 BN0008
 BN0008  HISTORY     - Date     Condition        Report By
 BN0008  HISTORY     - 1933     MONUMENTED       CGS
 BN0008  HISTORY     - 1967     GOOD             USGS
 BN0008  HISTORY     - 20020223 GOOD             USPSQD
 BN0008  HISTORY     - 20051022 GOOD             USPSQD
 BN0008
 BN0008                          STATION DESCRIPTION
 BN0008
 BN0008'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0008'0.45 MI N FROM LAKE VICTOR.
 BN0008'LAKE VICTOR, BURNET CO., TEX., MAIN STREET INTERSECTION AT BAPTIST
 BN0008'CHURCH.  THENCE NORTH 0.45 MILE.  THENCE EAST 140 FEET TO B. M.  B. M.
 BN0008'IS ABOUT 2400 FT. NORTH ALONG R. R. GRADE FROM JUNCTION OF R. R. GRADE
 BN0008'WITH F. M. ROAD 2340.  45 FT. WEST OF CENTER OF OLD R. R. GRADE AND 5
 BN0008'FT. EAST OF R.O.W. FENCE.  A STANDARD TABLET STAMPED Q 118 1933 AND
 BN0008'SET IN THE TOP OF A CONCRETE POST 0.3 FT. ABOVE GROUND.
 BN0008
 BN0008                          STATION RECOVERY (2002)
 BN0008
 BN0008'RECOVERY NOTE BY US POWER SQUADRON 2002 (TSC)
 BN0008'RECOVERED IN GOOD CONDITION.
 BN0008
 BN0008                          STATION RECOVERY (2005)
 BN0008
 BN0008'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BN0008'NEW DESCRIPTION FOLLOWS.  IN THE TOWN OF LAKE VICTOR FROM THE BAPTIST
 BN0008'CHURCH AT THE INTERSECTION OF FM2340 AND CR206 GO NORTH .42 MILES ON
 BN0008'CR206.
 BN0008'MARK IS 140 FEET EAST OF PAVEMENT. A CARSONITE LATH MARKS THE LOCATION
 BN0008'AND CAN BE SEEN FROM THE ROAD.  THE ABANDONED RAILROAD GRADE IS HARDLY
 BN0008'DISCERNABLE BUT THE RIGHT OF WAY FENCE STILL EXISTS AND THE MARK IS 5
 BN0008'FEET EAST OF THE FENCE.
 BN0008'A CONSUMER GRADE GPS POSITION IS N30 54 53.2 W098 11 28.2 DEGREES.
 BN0008'MARK IS A STANDARD DISC MARKED Q 118 1933 AND SET IN THE TOP OF A
 BN0008'CONCRETE POST 0.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0593 ***********************************************************************
 CU0593  DESIGNATION -  Q 1180
 CU0593  PID         -  CU0593
 CU0593  STATE/COUNTY-  TX/MITCHELL
 CU0593  USGS QUAD   -  CUTHBERT (1956)
 CU0593
 CU0593                         *CURRENT SURVEY CONTROL
 CU0593  ___________________________________________________________________
 CU0593* NAD 83(1986)-  32 28 49.     (N)    101 01 27.     (W)     SCALED    
 CU0593* NAVD 88     -       681.509  (meters)    2235.92   (feet)  ADJUSTED  
 CU0593  ___________________________________________________________________
 CU0593  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0593  DYNAMIC HT  -         680.601 (meters)    2232.94  (feet)  COMP
 CU0593  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 CU0593
 CU0593  VERT ORDER  -  SECOND    CLASS 0
 CU0593
 CU0593.The horizontal coordinates were scaled from a topographic map and have
 CU0593.an estimated accuracy of +/- 6 seconds.
 CU0593
 CU0593.The orthometric height was determined by differential leveling
 CU0593.and adjusted by the National Geodetic Survey in June 1991..
 CU0593
 CU0593.The geoid height was determined by GEOID03.
 CU0593
 CU0593.The dynamic height is computed by dividing the NAVD 88
 CU0593.geopotential number by the normal gravity value computed on the
 CU0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0593.degrees latitude (g = 980.6199 gals.).
 CU0593
 CU0593.The modeled gravity was interpolated from observed gravity values.
 CU0593
 CU0593;                    North         East    Units  Estimated Accuracy
 CU0593;SPC TXNC     - 2,093,070.      362,780.      MT  (+/- 180 meters Scaled)
 CU0593
 CU0593                          SUPERSEDED SURVEY CONTROL
 CU0593
 CU0593  NGVD 29 (??/??/92)  681.259  (m)         2235.10   (f) ADJ UNCH    2 0
 CU0593
 CU0593.Superseded values are not recommended for survey control.
 CU0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0593.See file dsdata.txt to determine how the superseded data were derived.
 CU0593
 CU0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA097954(NAD 83)
 CU0593_MARKER: DB = BENCH MARK DISK
 CU0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0593_STAMPING: Q 1180 1961
 CU0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0593+STABILITY: SURFACE MOTION
 CU0593
 CU0593  HISTORY     - Date     Condition        Report By
 CU0593  HISTORY     - 1961     MONUMENTED       CGS
 CU0593
 CU0593                          STATION DESCRIPTION
 CU0593
 CU0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0593'10.65 MI SE FROM IRA.
 CU0593'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0593'CHURCH AT IRA, THENCE 4.9 MILES SOUTHEAST ALONG FARM ROAD 1229, 1.0
 CU0593'MILE WEST OF THE JUNCTION OF THE FARM ROAD AND FARM ROAD 1808, 39 1/2
 CU0593'FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 92 FEET NORTH OF THE
 CU0593'NORTHEAST LEG OF A STEEL WINDMILL, 34 FEET WEST OF THE NORTHWEST
 CU0593'CORNER OF A SMALL STOCK PEN, 27 FEET WEST OF THE CENTER OF A WIRE
 CU0593'GATE, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL
 CU0593'WITNESS POST, ABOUT LEVEL WITH THE FARM ROAD, AND SET IN THE TOP OF A
 CU0593'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0457 ***********************************************************************
 CU0457  DESIGNATION -  Q 1181
 CU0457  PID         -  CU0457
 CU0457  STATE/COUNTY-  TX/SCURRY
 CU0457  USGS QUAD   -  SNYDER (1979)
 CU0457
 CU0457                         *CURRENT SURVEY CONTROL
 CU0457  ___________________________________________________________________
 CU0457* NAD 83(1986)-  32 42 07.     (N)    100 57 10.     (W)     SCALED    
 CU0457* NAVD 88     -       740.231  (meters)    2428.57   (feet)  ADJUSTED  
 CU0457  ___________________________________________________________________
 CU0457  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0457  DYNAMIC HT  -         739.255 (meters)    2425.37  (feet)  COMP
 CU0457  MODELED GRAV-     979,296.3   (mgal)                       NAVD 88
 CU0457
 CU0457  VERT ORDER  -  SECOND    CLASS 0
 CU0457
 CU0457.This mark is at Winston Fld (SNK) Airport (SNK)
 CU0457
 CU0457.The horizontal coordinates were scaled from a topographic map and have
 CU0457.an estimated accuracy of +/- 6 seconds.
 CU0457
 CU0457.The orthometric height was determined by differential leveling
 CU0457.and adjusted by the National Geodetic Survey in June 1991..
 CU0457
 CU0457.The geoid height was determined by GEOID03.
 CU0457
 CU0457.The dynamic height is computed by dividing the NAVD 88
 CU0457.geopotential number by the normal gravity value computed on the
 CU0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0457.degrees latitude (g = 980.6199 gals.).
 CU0457
 CU0457.The modeled gravity was interpolated from observed gravity values.
 CU0457
 CU0457;                    North         East    Units  Estimated Accuracy
 CU0457;SPC TXNC     - 2,117,490.      370,060.      MT  (+/- 180 meters Scaled)
 CU0457
 CU0457                          SUPERSEDED SURVEY CONTROL
 CU0457
 CU0457  NGVD 29 (??/??/92)  739.937  (m)         2427.61   (f) ADJ UNCH    2 0
 CU0457
 CU0457.Superseded values are not recommended for survey control.
 CU0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0457.See file dsdata.txt to determine how the superseded data were derived.
 CU0457
 CU0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB169199(NAD 83)
 CU0457_MARKER: DB = BENCH MARK DISK
 CU0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0457_STAMPING: Q 1181 1961
 CU0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0457+STABILITY: SURFACE MOTION
 CU0457
 CU0457  HISTORY     - Date     Condition        Report By
 CU0457  HISTORY     - 1961     MONUMENTED       CGS
 CU0457
 CU0457                          STATION DESCRIPTION
 CU0457
 CU0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0457'4.0 MI SW FROM SNYDER.
 CU0457'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0457'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0457'0.9 MILE WEST ALONG U. S. HIGHWAY 180, THENCE 0.8 MILE SOUTH ALONG EL
 CU0457'PASO AVENUE, THENCE 0.8 MILE WEST ALONG 37TH STREET, THENCE 0.2 MILE
 CU0457'SOUTH ALONG A PAVED ROAD TO THE ADMINISTRATION BUILDING AT THE WINSTON
 CU0457'AIRPORT, THENCE 0.2 MILE WEST ACROSS A NORTH-SOUTH RUNWAY TO A BEACON
 CU0457'TOWER, 0.1 MILE EAST OF A NORTH-SOUTH FENCE, 155 FEET WEST OF THE WEST
 CU0457'END OF A CONCRETE BLOCK SUPPORTING A WIND VANE, 81 1/2 FEET WEST OF A
 CU0457'WIND SOCK, 1 1/2 FEET WEST OF THE WEST SIDE OF THE STEEL BEACON TOWER,
 CU0457'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1172 ***********************************************************************
 AW1172  DESIGNATION -  Q 1182
 AW1172  PID         -  AW1172
 AW1172  STATE/COUNTY-  TX/BRAZORIA
 AW1172  USGS QUAD   -  ANGLETON (1974)
 AW1172
 AW1172                         *CURRENT SURVEY CONTROL
 AW1172  ___________________________________________________________________
 AW1172* NAD 83(1986)-  29 10 14.     (N)    095 24 08.     (W)     SCALED    
 AW1172* NAVD 88     -         6.78   (+/-2cm)      22.2    (feet)  VERTCON   
 AW1172  ___________________________________________________________________
 AW1172  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW1172
 AW1172  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1172
 AW1172.The horizontal coordinates were scaled from a topographic map and have
 AW1172.an estimated accuracy of +/- 6 seconds.
 AW1172
 AW1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1172.The vertical order pertains to the NGVD 29 superseded value.
 AW1172
 AW1172.The geoid height was determined by GEOID03.
 AW1172
 AW1172;                    North         East    Units  Estimated Accuracy
 AW1172;SPC TXSC     - 4,153,580.      949,890.      MT  (+/- 180 meters Scaled)
 AW1172
 AW1172                          SUPERSEDED SURVEY CONTROL
 AW1172
 AW1172  NGVD 29 (??/??/92)    6.785  (m)           22.26   (f) ADJ UNCH    1 1
 AW1172
 AW1172.Superseded values are not recommended for survey control.
 AW1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1172.See file dsdata.txt to determine how the superseded data were derived.
 AW1172
 AW1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN663292(NAD 83)
 AW1172_MARKER: DB = BENCH MARK DISK
 AW1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1172_SP_SET: CULVERTS
 AW1172_STAMPING: Q 1182 1963
 AW1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1172
 AW1172  HISTORY     - Date     Condition        Report By
 AW1172  HISTORY     - 1963     MONUMENTED       CGS
 AW1172  HISTORY     - 1973     GOOD             NGS
 AW1172  HISTORY     - 1978     GOOD             NGS
 AW1172  HISTORY     - 1987     GOOD             USPSQD
 AW1172  HISTORY     - 1988     GOOD             USPSQD
 AW1172  HISTORY     - 19970628 GOOD             USPSQD
 AW1172  HISTORY     - 20030426 GOOD             USPSQD
 AW1172
 AW1172                          STATION DESCRIPTION
 AW1172
 AW1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1172'2.35 MI NE FROM ANGLETON.
 AW1172'1.65 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1172'STATION AT ANGLETON, THENCE 0.2 MILE SOUTH ALONG COUNTY ROAD 428,
 AW1172'THENCE 0.5 MILE EAST ALONG COUNTY ROAD 210, ABOUT 0.1 MILE WEST OF THE
 AW1172'JUNCTION OF THE ENTRANCE ROAD TO BAILES AIRPORT, AT THE JUNCTION OF A
 AW1172'DRIVEWAY NORTH TO A. J. KORENER RESIDENCE, IN THE TOP OF THE SOUTHEAST
 AW1172'END OF THE SOUTHEAST CONCRETE WING WALL OF DOUBLE CONCRETE BOX
 AW1172'CULVERTS UNDER THE DRIVEWAY, 23 1/2 FEET NORTH OF THE CENTER LINE OF
 AW1172'THE ROAD, 11 1/2 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 1.0
 AW1172'FOOT NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL, AND ABOUT 1/2
 AW1172'FOOT LOWER THAN THE ROAD.
 AW1172
 AW1172                          STATION RECOVERY (1978)
 AW1172
 AW1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1172'RECOVERED IN GOOD CONDITION.
 AW1172
 AW1172                          STATION RECOVERY (1987)
 AW1172
 AW1172'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1172'RECOVERED IN GOOD CONDITION.
 AW1172
 AW1172                          STATION RECOVERY (1988)
 AW1172
 AW1172'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW1172'RECOVERED IN GOOD CONDITION.
 AW1172
 AW1172                          STATION RECOVERY (1997)
 AW1172
 AW1172'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1172'RECOVERED IN GOOD CONDITION.
 AW1172
 AW1172                          STATION RECOVERY (2003)
 AW1172
 AW1172'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0759 ***********************************************************************
 AW0759  DESIGNATION -  Q 1183
 AW0759  PID         -  AW0759
 AW0759  STATE/COUNTY-  TX/HARRIS
 AW0759  USGS QUAD   -  MONT BELVIEU (1994)
 AW0759
 AW0759                         *CURRENT SURVEY CONTROL
 AW0759  ___________________________________________________________________
 AW0759* NAD 83(1986)-  29 47 13.     (N)    094 57 27.     (W)     SCALED    
 AW0759* NAVD 88     -         9.828  (meters)      32.24   (feet)  ADJUSTED  
 AW0759  ___________________________________________________________________
 AW0759  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW0759  DYNAMIC HT  -           9.814 (meters)      32.20  (feet)  COMP
 AW0759  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 AW0759
 AW0759  VERT ORDER  -  FIRST     CLASS II
 AW0759
 AW0759.The horizontal coordinates were scaled from a topographic map and have
 AW0759.an estimated accuracy of +/- 6 seconds.
 AW0759
 AW0759.The orthometric height was determined by differential leveling
 AW0759.and adjusted by the National Geodetic Survey in June 1991..
 AW0759
 AW0759.The geoid height was determined by GEOID03.
 AW0759
 AW0759.The dynamic height is computed by dividing the NAVD 88
 AW0759.geopotential number by the normal gravity value computed on the
 AW0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0759.degrees latitude (g = 980.6199 gals.).
 AW0759
 AW0759.The modeled gravity was interpolated from observed gravity values.
 AW0759
 AW0759;                    North         East    Units  Estimated Accuracy
 AW0759;SPC TXSC     - 4,223,270.      990,760.      MT  (+/- 180 meters Scaled)
 AW0759
 AW0759                          SUPERSEDED SURVEY CONTROL
 AW0759
 AW0759  NGVD 29 (12/23/87)    9.825  (m)           32.23   (f) ADJUSTED    1 2
 AW0759
 AW0759.Superseded values are not recommended for survey control.
 AW0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0759.See file dsdata.txt to determine how the superseded data were derived.
 AW0759
 AW0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN107967(NAD 83)
 AW0759_MARKER: DB = BENCH MARK DISK
 AW0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0759_SP_SET: CONCRETE POST
 AW0759_STAMPING: Q 1183 1963
 AW0759_MARK LOGO: CGS   
 AW0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0759+STABILITY: SURFACE MOTION
 AW0759
 AW0759  HISTORY     - Date     Condition        Report By
 AW0759  HISTORY     - 1963     MONUMENTED       CGS
 AW0759  HISTORY     - 1978     GOOD             NGS
 AW0759  HISTORY     - 1986     GOOD             NGS
 AW0759  HISTORY     - 1989     GOOD             USPSQD
 AW0759  HISTORY     - 19890120 GOOD             USPSQD
 AW0759  HISTORY     - 1990     GOOD             USPSQD
 AW0759  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW0759
 AW0759                          STATION DESCRIPTION
 AW0759
 AW0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW0759'3.1 MI N FROM CEDAR BAYOU.
 AW0759'ABOUT 2.6 MILES NORTH ALONG CROSBY-CEDAR BAYOU ROAD FROM THE ASSEMBLY
 AW0759'OF GOD CHURCH AT CEDAR BAYOU, THENCE 0.25 MILE SOUTHWEST ALONG ARCHER
 AW0759'ROAD, THENCE 0.25 MILE SOUTH ALONG BARLOW ROAD, AT THE SOUTHEAST
 AW0759'CORNER OF THE COMBINATION HANGAR AND OFFICE BUILDING AT THE HUMPHREYS
 AW0759'AIRPORT, 125 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.8 FEET
 AW0759'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND SET IN THE TOP
 AW0759'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0759
 AW0759                          STATION RECOVERY (1978)
 AW0759
 AW0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0759'RECOVERED IN GOOD CONDITION.
 AW0759
 AW0759                          STATION RECOVERY (1986)
 AW0759
 AW0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0759'RECOVERED IN GOOD CONDITION.
 AW0759
 AW0759                          STATION RECOVERY (1989)
 AW0759
 AW0759'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0759'RECOVERED IN GOOD CONDITION.
 AW0759
 AW0759                          STATION RECOVERY (1989)
 AW0759
 AW0759'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW0759'RECOVERED IN GOOD CONDITION.
 AW0759
 AW0759                          STATION RECOVERY (1990)
 AW0759
 AW0759'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0759'RECOVERED IN GOOD CONDITION.
 AW0759
 AW0759                          STATION RECOVERY (1994)
 AW0759
 AW0759'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3691 ***********************************************************************
 AW3691  DESIGNATION -  Q 1185
 AW3691  PID         -  AW3691
 AW3691  STATE/COUNTY-  TX/HARRIS
 AW3691  USGS QUAD   -  PASADENA (1995)
 AW3691
 AW3691                         *CURRENT SURVEY CONTROL
 AW3691  ___________________________________________________________________
 AW3691* NAD 83(1986)-  29 43 21.     (N)    095 14 15.     (W)     SCALED    
 AW3691* NAVD 88     -         5.93   (+/-2cm)      19.5    (feet)  VERTCON   
 AW3691  ___________________________________________________________________
 AW3691  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3691
 AW3691  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3691
 AW3691.The horizontal coordinates were scaled from a topographic map and have
 AW3691.an estimated accuracy of +/- 6 seconds.
 AW3691
 AW3691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3691.The vertical order pertains to the NGVD 29 superseded value.
 AW3691
 AW3691.The geoid height was determined by GEOID03.
 AW3691
 AW3691;                    North         East    Units  Estimated Accuracy
 AW3691;SPC TXSC     - 4,215,230.      963,930.      MT  (+/- 180 meters Scaled)
 AW3691
 AW3691                          SUPERSEDED SURVEY CONTROL
 AW3691
 AW3691  NGVD 29 (??/??/92)    5.931  (m)           19.46   (f) ADJ UNCH    1 2
 AW3691
 AW3691.Superseded values are not recommended for survey control.
 AW3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3691.See file dsdata.txt to determine how the superseded data were derived.
 AW3691
 AW3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN835901(NAD 83)
 AW3691_MARKER: DB = BENCH MARK DISK
 AW3691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3691_SP_SET: DOCK
 AW3691_STAMPING: Q 1185 1964
 AW3691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3691
 AW3691  HISTORY     - Date     Condition        Report By
 AW3691  HISTORY     - 1964     MONUMENTED       CGS
 AW3691  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW3691
 AW3691                          STATION DESCRIPTION
 AW3691
 AW3691'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3691'1.85 MI W FROM PASADENA.
 AW3691'ABOUT 1.85 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3691'END OF THE WASHBURN TUNNEL AT PASADENA, ON PROPERTY BELONGING TO THE
 AW3691'GOODPASTURE GRAIN COMPANY AND NITROGEN CORPORATION, 66 FEET EAST OF
 AW3691'THE EAST FACE OF A LARGE METAL BUILDING, 35.1 FEET NORTHWEST OF THE
 AW3691'SOUTHEAST EDGE OF A CONCRETE DOCK, AT THE NORTH STEEL LEG OF THE MOST
 AW3691'NORTHEASTERLY OF 3 LARGE STEEL GANTRIES, 1 FOOT NORTHWEST OF THE STEEL
 AW3691'BASE OF THE LEG, AND SET IN THE TOP OF THE CONCRETE DOCK SUPPORTING
 AW3691'THE GANTRY.
 AW3691
 AW3691                          STATION RECOVERY (1994)
 AW3691
 AW3691'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0638 ***********************************************************************
 AW0638  DESIGNATION -  Q 1186
 AW0638  PID         -  AW0638
 AW0638  STATE/COUNTY-  TX/GALVESTON
 AW0638  USGS QUAD   -  SEA ISLE (1974)
 AW0638
 AW0638                         *CURRENT SURVEY CONTROL
 AW0638  ___________________________________________________________________
 AW0638* NAD 83(1986)-  29 08 01.     (N)    095 03 09.     (W)     SCALED    
 AW0638* NAVD 88     -         2.48   (+/-2cm)       8.1    (feet)  VERTCON   
 AW0638  ___________________________________________________________________
 AW0638  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AW0638
 AW0638  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0638
 AW0638.The horizontal coordinates were scaled from a topographic map and have
 AW0638.an estimated accuracy of +/- 6 seconds.
 AW0638
 AW0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0638.The vertical order pertains to the NGVD 29 superseded value.
 AW0638
 AW0638.The geoid height was determined by GEOID03.
 AW0638
 AW0638;                    North         East    Units  Estimated Accuracy
 AW0638;SPC TXSC     - 4,150,590.      984,020.      MT  (+/- 180 meters Scaled)
 AW0638
 AW0638                          SUPERSEDED SURVEY CONTROL
 AW0638
 AW0638  NGVD 29 (??/??/92)    2.472  (m)            8.11   (f) ADJ UNCH    1 1
 AW0638
 AW0638.Superseded values are not recommended for survey control.
 AW0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0638.See file dsdata.txt to determine how the superseded data were derived.
 AW0638
 AW0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN003245(NAD 83)
 AW0638_MARKER: DB = BENCH MARK DISK
 AW0638_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0638_SP_SET: 45 FEET
 AW0638_STAMPING: Q 1186 1964
 AW0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0638
 AW0638  HISTORY     - Date     Condition        Report By
 AW0638  HISTORY     - 1964     MONUMENTED       CGS
 AW0638  HISTORY     - 1971     GOOD             NGS
 AW0638  HISTORY     - 1978     GOOD             NGS
 AW0638  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0638  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0638  HISTORY     - 19910518 MARK NOT FOUND   USPSQD
 AW0638  HISTORY     - 19940915 MARK NOT FOUND   USPSQD
 AW0638  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW0638
 AW0638                          STATION DESCRIPTION
 AW0638
 AW0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0638'21.35 MI SW FROM GALVESTON.
 AW0638'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0638'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0638'NORTHWEST ALONG A PAVED ROAD, THENCE 14.6 MILES SOUTHWEST ALONG
 AW0638'STEWART ROAD, 60 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 178
 AW0638'FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTHEAST
 AW0638'TO THE BEACH, 20 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD
 AW0638'LEADING TO SEVERAL BEACH HOUSES, 28 FEET SOUTHWEST OF A POWER POLE, 1
 AW0638'FOOT SOUTHEAST OF A FENCE, 2.4 FEET SOUTHWEST OF A WOODEN WITNESS
 AW0638'POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 AW0638'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 45 FEET AND IS ENCASED
 AW0638'IN A 6-INCH CONCRETE TILE THAT PROJECTS 7 INCHES.
 AW0638
 AW0638                          STATION RECOVERY (1971)
 AW0638
 AW0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0638'RECOVERED IN GOOD CONDITION.
 AW0638
 AW0638                          STATION RECOVERY (1978)
 AW0638
 AW0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0638'RECOVERED IN GOOD CONDITION.
 AW0638
 AW0638                          STATION RECOVERY (1987)
 AW0638
 AW0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0638'MARK NOT FOUND.
 AW0638
 AW0638                          STATION RECOVERY (1990)
 AW0638
 AW0638'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0638'MARK NOT FOUND.
 AW0638
 AW0638                          STATION RECOVERY (1991)
 AW0638
 AW0638'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0638'MARK NOT FOUND.
 AW0638
 AW0638                          STATION RECOVERY (1994)
 AW0638
 AW0638'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0638'MARK NOT FOUND.
 AW0638
 AW0638                          STATION RECOVERY (2004)
 AW0638
 AW0638'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1035 ***********************************************************************
 AW1035  DESIGNATION -  Q 1187
 AW1035  PID         -  AW1035
 AW1035  STATE/COUNTY-  TX/HARRIS
 AW1035  USGS QUAD   -  LEAGUE CITY (1995)
 AW1035
 AW1035                         *CURRENT SURVEY CONTROL
 AW1035  ___________________________________________________________________
 AW1035* NAD 83(1986)-  29 33 37.     (N)    095 02 23.     (W)     SCALED    
 AW1035* NAVD 88     -         1.458  (meters)       4.78   (feet)  ADJUSTED  
 AW1035  ___________________________________________________________________
 AW1035  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1035  DYNAMIC HT  -           1.456 (meters)       4.78  (feet)  COMP
 AW1035  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 AW1035  OBS GRAVITY -     979,276.8   (mgal)                       GRAV_OBS
 AW1035
 AW1035  VERT ORDER  -  FIRST     CLASS I
 AW1035
 AW1035.The horizontal coordinates were scaled from a topographic map and have
 AW1035.an estimated accuracy of +/- 6 seconds.
 AW1035
 AW1035.The orthometric height was determined by differential leveling
 AW1035.and adjusted by the National Geodetic Survey in June 1991..
 AW1035
 AW1035.The geoid height was determined by GEOID03.
 AW1035
 AW1035.The dynamic height is computed by dividing the NAVD 88
 AW1035.geopotential number by the normal gravity value computed on the
 AW1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1035.degrees latitude (g = 980.6199 gals.).
 AW1035
 AW1035.The modeled gravity was interpolated from observed gravity values.
 AW1035.The observed gravity was obtained from relative gravimeter ties
 AW1035.to the IGSN71 gravity network.
 AW1035
 AW1035;                    North         East    Units  Estimated Accuracy
 AW1035;SPC TXSC     - 4,197,890.      983,660.      MT  (+/- 180 meters Scaled)
 AW1035
 AW1035                          SUPERSEDED SURVEY CONTROL
 AW1035
 AW1035  NGVD 29 (12/23/87)    1.455  (m)            4.77   (f) ADJUSTED    1 1
 AW1035
 AW1035.Superseded values are not recommended for survey control.
 AW1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1035.See file dsdata.txt to determine how the superseded data were derived.
 AW1035
 AW1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN023717(NAD 83)
 AW1035_MARKER: DB = BENCH MARK DISK
 AW1035_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1035+WITH SETTING: PAVEMENT
 AW1035_SP_SET: BASE OF FLAG POLE
 AW1035_STAMPING: Q 1187 1973
 AW1035_MARK LOGO: NGS   
 AW1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1035+STABILITY: SURFACE MOTION
 AW1035
 AW1035  HISTORY     - Date     Condition        Report By
 AW1035  HISTORY     - 1973     MONUMENTED       NGS
 AW1035  HISTORY     - 1973     GOOD             NGS
 AW1035  HISTORY     - 1974     GOOD             LOCENG
 AW1035  HISTORY     - 1976     GOOD             NGS
 AW1035  HISTORY     - 1976     GOOD             NGS
 AW1035  HISTORY     - 1983     GOOD             NGS
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     POOR             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             USPSQD
 AW1035  HISTORY     - 1987     GOOD             NGS
 AW1035  HISTORY     - 1988     GOOD             USPSQD
 AW1035  HISTORY     - 1988     GOOD             USPSQD
 AW1035  HISTORY     - 1988     GOOD             USPSQD
 AW1035  HISTORY     - 1988     GOOD             USPSQD
 AW1035  HISTORY     - 1988     GOOD             USPSQD
 AW1035  HISTORY     - 1988     POOR             USPSQD
 AW1035  HISTORY     - 1988     GOOD             USPSQD
 AW1035  HISTORY     - 1988     GOOD             USPSQD
 AW1035  HISTORY     - 1988     GOOD             USPSQD
 AW1035  HISTORY     - 1989     GOOD             USPSQD
 AW1035  HISTORY     - 1989     GOOD             USPSQD
 AW1035  HISTORY     - 1989     GOOD             USPSQD
 AW1035  HISTORY     - 1989     GOOD             USPSQD
 AW1035  HISTORY     - 1989     GOOD             USPSQD
 AW1035  HISTORY     - 1989     GOOD             USPSQD
 AW1035  HISTORY     - 1989     GOOD             USPSQD
 AW1035  HISTORY     - 1989     GOOD             USPSQD
 AW1035  HISTORY     - 1989     GOOD             USPSQD
 AW1035  HISTORY     - 1989     GOOD             USPSQD
 AW1035  HISTORY     - 19890120 GOOD             USPSQD
 AW1035  HISTORY     - 1990     GOOD             USPSQD
 AW1035  HISTORY     - 1990     GOOD             USPSQD
 AW1035  HISTORY     - 19910216 MARK NOT FOUND   USPSQD
 AW1035
 AW1035                          STATION DESCRIPTION
 AW1035
 AW1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1035'0.85 MI W FROM SEABROOK.
 AW1035'0.85 MILE WEST ALONG NASA 1 HIGHWAY FROM THE JUNCTION OF STATE HIGHWAY
 AW1035'146 AT SEABROOK, AT THE GULF STATES YACHT BUILDING, SET IN THE TOP OF
 AW1035'THE BASE OF A FLAG POLE, 0.8 FOOT NORTH OF THE POLE, 175.0 FEET SOUTH
 AW1035'OF THE CENTER LINE OF THE HIGHWAY, 36.0 FEET SOUTH OF A POWER POLE
 AW1035'WITH TRANSFORMER, 13.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 AW1035'YACHT BUILDING, 6.0 FEET EAST OF THE EAST EDGE OF ASPHALT PARKING
 AW1035'AREA, 1.4 FEET BELOW THE LEVEL OF THE GROUND, AND ABOUT 4.0 FEET LOWER
 AW1035'THAN THE HIGHWAY.
 AW1035
 AW1035                          STATION RECOVERY (1974)
 AW1035
 AW1035'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1976)
 AW1035
 AW1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1976)
 AW1035
 AW1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1983)
 AW1035
 AW1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1035'RECOVERED IN GOOD CONDITION.  FOUND UNDER WATER FROM RUNOFF.  NOTE,
 AW1035'SHOULD READ 1.6 KM (1.0 MI) WEST ALONG NASA 1 HIGHWAY FROM THE
 AW1035'JUNCTION OF STATE ROUTE 146 IN SEABROOK.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCB)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBS)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1035'MARK RECOVERED IN POOR CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1987)
 AW1035
 AW1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1988)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1988)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1988)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1988)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1988)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1988)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW1035'MARK RECOVERED IN POOR CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1988)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1988)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1988)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1989)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1989)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1989)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1989)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1989)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1989)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLS)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1989)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1989)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1989)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1989)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1989)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1990)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1990)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1035'RECOVERED IN GOOD CONDITION.
 AW1035
 AW1035                          STATION RECOVERY (1991)
 AW1035
 AW1035'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 AW1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3567 ***********************************************************************
 AW3567  DESIGNATION -  Q 1188
 AW3567  PID         -  AW3567
 AW3567  STATE/COUNTY-  TX/HARRIS
 AW3567  USGS QUAD   -  LA PORTE (1982)
 AW3567
 AW3567                         *CURRENT SURVEY CONTROL
 AW3567  ___________________________________________________________________
 AW3567* NAD 83(1986)-  29 44 52.     (N)    095 06 41.     (W)     SCALED    
 AW3567* NAVD 88     -         4.46   (+/-2cm)      14.6    (feet)  VERTCON   
 AW3567  ___________________________________________________________________
 AW3567  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3567
 AW3567  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3567
 AW3567.The horizontal coordinates were scaled from a topographic map and have
 AW3567.an estimated accuracy of +/- 6 seconds.
 AW3567
 AW3567.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3567.The vertical order pertains to the NGVD 29 superseded value.
 AW3567
 AW3567.The geoid height was determined by GEOID03.
 AW3567
 AW3567;                    North         East    Units  Estimated Accuracy
 AW3567;SPC TXSC     - 4,218,430.      976,030.      MT  (+/- 180 meters Scaled)
 AW3567
 AW3567                          SUPERSEDED SURVEY CONTROL
 AW3567
 AW3567  NGVD 29 (??/??/92)    4.459  (m)           14.63   (f) ADJ UNCH    1 2
 AW3567
 AW3567.Superseded values are not recommended for survey control.
 AW3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3567.See file dsdata.txt to determine how the superseded data were derived.
 AW3567
 AW3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN958927(NAD 83)
 AW3567_MARKER: DB = BENCH MARK DISK
 AW3567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3567_SP_SET: DOCK
 AW3567_STAMPING: Q 1188 1964
 AW3567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3567
 AW3567  HISTORY     - Date     Condition        Report By
 AW3567  HISTORY     - 1964     MONUMENTED       CGS
 AW3567
 AW3567                          STATION DESCRIPTION
 AW3567
 AW3567'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3567'2.75 MI SW FROM LYNCHBURG.
 AW3567'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW3567'LANDING AT LYNCHBURG, THENCE 0.25 MILE WEST THROUGH THE SAN JACINTO
 AW3567'PARK, THENCE 0.35 MILE WEST ACROSS THE HOUSTON SHIP CHANNEL, THENCE
 AW3567'0.55 MILE SOUTHWEST ALONG THE BANK OF THE CHANNEL TO GATE NUMBER 5 IN
 AW3567'THE NORTHEAST BOUNDARY FENCE OF THE SAN JACINTO ORDNANCE DEPOT, THENCE
 AW3567'0.2 MILE NORTHWEST ALONG A SHELL ROAD, THENCE 0.3 MILE SOUTHWEST ALONG
 AW3567'A SHELL ROAD TO A CONCRETE DOCK, THENCE 0.3 MILE SOUTHWEST ALONG THE
 AW3567'DOCK, 61 FEET SOUTHEAST OF THE SOUTH CORNER OF BRICK BUILDING NUMBER
 AW3567'D-1, 15 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A TRACK OVER THE
 AW3567'DOCK, 11 1/2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE RAMP
 AW3567'AT THE SOUTHWEST END OF THE DOCK, AND SET IN THE TOP OF THE SOUTH
 AW3567'CORNER OF THE CONCRETE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0106 ***********************************************************************
 CC0106  DESIGNATION -  Q 1189
 CC0106  PID         -  CC0106
 CC0106  STATE/COUNTY-  TX/MIDLAND
 CC0106  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0106
 CC0106                         *CURRENT SURVEY CONTROL
 CC0106  ___________________________________________________________________
 CC0106* NAD 83(1986)-  31 55 57.     (N)    102 03 39.     (W)     SCALED    
 CC0106* NAVD 88     -       846.691  (meters)    2777.85   (feet)  ADJUSTED  
 CC0106  ___________________________________________________________________
 CC0106  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CC0106  DYNAMIC HT  -         845.501 (meters)    2773.95  (feet)  COMP
 CC0106  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 CC0106
 CC0106  VERT ORDER  -  SECOND    CLASS 0
 CC0106
 CC0106.The horizontal coordinates were scaled from a topographic map and have
 CC0106.an estimated accuracy of +/- 6 seconds.
 CC0106
 CC0106.The orthometric height was determined by differential leveling
 CC0106.and adjusted by the National Geodetic Survey in June 1991..
 CC0106
 CC0106.The geoid height was determined by GEOID03.
 CC0106
 CC0106.The dynamic height is computed by dividing the NAVD 88
 CC0106.geopotential number by the normal gravity value computed on the
 CC0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0106.degrees latitude (g = 980.6199 gals.).
 CC0106
 CC0106.The modeled gravity was interpolated from observed gravity values.
 CC0106
 CC0106;                    North         East    Units  Estimated Accuracy
 CC0106;SPC TX C     - 3,252,460.      536,650.      MT  (+/- 180 meters Scaled)
 CC0106
 CC0106                          SUPERSEDED SURVEY CONTROL
 CC0106
 CC0106  NGVD 29 (??/??/92)  846.327  (m)         2776.66   (f) ADJ UNCH    2 0
 CC0106
 CC0106.Superseded values are not recommended for survey control.
 CC0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0106.See file dsdata.txt to determine how the superseded data were derived.
 CC0106
 CC0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR778367(NAD 83)
 CC0106_MARKER: DB = BENCH MARK DISK
 CC0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0106_STAMPING: Q 1189 1967
 CC0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0106+STABILITY: SURFACE MOTION
 CC0106
 CC0106  HISTORY     - Date     Condition        Report By
 CC0106  HISTORY     - 1967     MONUMENTED       CGS
 CC0106
 CC0106                          STATION DESCRIPTION
 CC0106
 CC0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0106'4.5 MI S FROM MIDLAND.
 CC0106'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0106'THE STATION AT MIDLAND, THENCE 4.35 MILES SOUTH ALONG STATE HIGHWAY
 CC0106'349, 176 YARDS SOUTHEAST AND ACROSS THE HIGHWAY FROM A BRICK HOUSE, 56
 CC0106'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 99 FEET NORTHWEST OF THE
 CC0106'NORTH WEST CORNER OF A SMALL STORE AND SERVICE STATION, 19 FEET NORTH
 CC0106'OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 1.8 FEET NORTH OF A
 CC0106'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 CC0106'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0045 ***********************************************************************
 BN0045  DESIGNATION -  Q 119
 BN0045  PID         -  BN0045
 BN0045  STATE/COUNTY-  TX/LLANO
 BN0045  USGS QUAD   -  KINGSLAND (1982)
 BN0045
 BN0045                         *CURRENT SURVEY CONTROL
 BN0045  ___________________________________________________________________
 BN0045* NAD 83(1986)-  30 42 17.     (N)    098 27 56.     (W)     SCALED    
 BN0045* NAVD 88     -       280.000  (meters)     918.63   (feet)  ADJUSTED  
 BN0045  ___________________________________________________________________
 BN0045  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 BN0045  DYNAMIC HT  -         279.628 (meters)     917.41  (feet)  COMP
 BN0045  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 BN0045
 BN0045  VERT ORDER  -  SECOND    CLASS 0
 BN0045
 BN0045.The horizontal coordinates were scaled from a topographic map and have
 BN0045.an estimated accuracy of +/- 6 seconds.
 BN0045
 BN0045.The orthometric height was determined by differential leveling
 BN0045.and adjusted by the National Geodetic Survey in June 1991..
 BN0045
 BN0045.The geoid height was determined by GEOID03.
 BN0045
 BN0045.The dynamic height is computed by dividing the NAVD 88
 BN0045.geopotential number by the normal gravity value computed on the
 BN0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0045.degrees latitude (g = 980.6199 gals.).
 BN0045
 BN0045.The modeled gravity was interpolated from observed gravity values.
 BN0045
 BN0045;                    North         East    Units  Estimated Accuracy
 BN0045;SPC TX C     - 3,116,580.      878,900.      MT  (+/- 180 meters Scaled)
 BN0045
 BN0045                          SUPERSEDED SURVEY CONTROL
 BN0045
 BN0045  NGVD 29 (??/??/92)  279.953  (m)          918.48   (f) ADJ UNCH    2 0
 BN0045
 BN0045.Superseded values are not recommended for survey control.
 BN0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0045.See file dsdata.txt to determine how the superseded data were derived.
 BN0045
 BN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU511970(NAD 83)
 BN0045_MARKER: DB = BENCH MARK DISK
 BN0045_SETTING: 66 = SET IN ROCK OUTCROP
 BN0045_SP_SET: ROCK OUTCROP
 BN0045_STAMPING: Q-119 1933
 BN0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0045+STABILITY: POSITION/ELEVATION WELL
 BN0045
 BN0045  HISTORY     - Date     Condition        Report By
 BN0045  HISTORY     - 1933     MONUMENTED       CGS
 BN0045  HISTORY     - 1966     MARK NOT FOUND   USGS
 BN0045
 BN0045                          STATION DESCRIPTION
 BN0045
 BN0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0045'4.0 MI NW FROM KINGSLAND.
 BN0045'ALONG THE TEXAS AND NEW ORLEANS R.R. 5 POLES EAST OF M.P. 84 AND 20
 BN0045'FT. EAST OF CULVERT NO. 83 G AND 62 FT. SOUTHWEST OF THE CENTERLINE OF
 BN0045'THE TRACKS AND 12 FT. OUTSIDE OF THE RIGHT-OF-WAY FENCE.
 BN0045
 BN0045                          STATION RECOVERY (1966)
 BN0045
 BN0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BN0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0408 ***********************************************************************
 CB0408  DESIGNATION -  Q 1190
 CB0408  PID         -  CB0408
 CB0408  STATE/COUNTY-  TX/UPTON
 CB0408  USGS QUAD   -  LINDSEY RANCH (1970)
 CB0408
 CB0408                         *CURRENT SURVEY CONTROL
 CB0408  ___________________________________________________________________
 CB0408* NAD 83(1986)-  31 24 40.     (N)    101 56 18.     (W)     SCALED    
 CB0408* NAVD 88     -       836.478  (meters)    2744.34   (feet)  ADJUSTED  
 CB0408  ___________________________________________________________________
 CB0408  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CB0408  DYNAMIC HT  -         835.268 (meters)    2740.38  (feet)  COMP
 CB0408  MODELED GRAV-     979,166.4   (mgal)                       NAVD 88
 CB0408
 CB0408  VERT ORDER  -  SECOND    CLASS 0
 CB0408
 CB0408.The horizontal coordinates were scaled from a topographic map and have
 CB0408.an estimated accuracy of +/- 6 seconds.
 CB0408
 CB0408.The orthometric height was determined by differential leveling
 CB0408.and adjusted by the National Geodetic Survey in June 1991..
 CB0408
 CB0408.The geoid height was determined by GEOID03.
 CB0408
 CB0408.The dynamic height is computed by dividing the NAVD 88
 CB0408.geopotential number by the normal gravity value computed on the
 CB0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0408.degrees latitude (g = 980.6199 gals.).
 CB0408
 CB0408.The modeled gravity was interpolated from observed gravity values.
 CB0408
 CB0408;                    North         East    Units  Estimated Accuracy
 CB0408;SPC TX C     - 3,194,480.      547,400.      MT  (+/- 180 meters Scaled)
 CB0408
 CB0408                          SUPERSEDED SURVEY CONTROL
 CB0408
 CB0408  NGVD 29 (??/??/92)  836.146  (m)         2743.26   (f) ADJ UNCH    2 0
 CB0408
 CB0408.Superseded values are not recommended for survey control.
 CB0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0408.See file dsdata.txt to determine how the superseded data were derived.
 CB0408
 CB0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV206789(NAD 83)
 CB0408_MARKER: DB = BENCH MARK DISK
 CB0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0408_SP_SET: FOUNDATION
 CB0408_STAMPING: Q 1190 1967
 CB0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0408
 CB0408  HISTORY     - Date     Condition        Report By
 CB0408  HISTORY     - 1967     MONUMENTED       CGS
 CB0408
 CB0408                          STATION DESCRIPTION
 CB0408
 CB0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0408'13.0 MI N FROM RANKIN.
 CB0408'ABOUT 13.0 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0408'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, AT A HUMBLE OIL
 CB0408'AND REFINING COMPANY OIL WELL ON THE RAYMOND WHITE PROPERTY, 196 FEET
 CB0408'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND 6 INCHES
 CB0408'SOUTH OF THE NORTH EDGE OF A LARGE CONCRETE FOUNDATION SUPPORTING A
 CB0408'PUMP, 4.0 FEET WEST OF THE NORTHEAST CORNER, 136 FEET EAST OF A FENCE,
 CB0408'172 FEET NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD, AND ABOUT 1/2
 CB0408'FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0568 ***********************************************************************
 AN0568  DESIGNATION -  Q 1192
 AN0568  PID         -  AN0568
 AN0568  STATE/COUNTY-  TX/JACKSON
 AN0568  USGS QUAD   -  EDNA (1995)
 AN0568
 AN0568                         *CURRENT SURVEY CONTROL
 AN0568  ___________________________________________________________________
 AN0568* NAD 83(1986)-  28 58 43.     (N)    096 38 49.     (W)     SCALED    
 AN0568* NAVD 88     -        19.936  (meters)      65.41   (feet)  ADJUSTED  
 AN0568  ___________________________________________________________________
 AN0568  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0568  DYNAMIC HT  -          19.907 (meters)      65.31  (feet)  COMP
 AN0568  MODELED GRAV-     979,215.2   (mgal)                       NAVD 88
 AN0568
 AN0568  VERT ORDER  -  FIRST     CLASS I
 AN0568
 AN0568.The horizontal coordinates were scaled from a topographic map and have
 AN0568.an estimated accuracy of +/- 6 seconds.
 AN0568
 AN0568.The orthometric height was determined by differential leveling
 AN0568.and adjusted by the National Geodetic Survey in June 1991..
 AN0568
 AN0568.The geoid height was determined by GEOID03.
 AN0568
 AN0568.The dynamic height is computed by dividing the NAVD 88
 AN0568.geopotential number by the normal gravity value computed on the
 AN0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0568.degrees latitude (g = 980.6199 gals.).
 AN0568
 AN0568.The modeled gravity was interpolated from observed gravity values.
 AN0568
 AN0568;                    North         East    Units  Estimated Accuracy
 AN0568;SPC TXSC     - 4,129,240.      829,280.      MT  (+/- 180 meters Scaled)
 AN0568
 AN0568                          SUPERSEDED SURVEY CONTROL
 AN0568
 AN0568  NGVD 29 (12/23/87)   19.947  (m)           65.44   (f) ADJUSTED    1 1
 AN0568
 AN0568.Superseded values are not recommended for survey control.
 AN0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0568.See file dsdata.txt to determine how the superseded data were derived.
 AN0568
 AN0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT292078(NAD 83)
 AN0568_MARKER: DB = BENCH MARK DISK
 AN0568_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0568_SP_SET: COPPER-CLAD STEEL ROD
 AN0568_STAMPING: Q 1192 1972
 AN0568_MARK LOGO: NGS   
 AN0568_PROJECTION: FLUSH
 AN0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0568_ROD/PIPE-DEPTH: 19.5 meters
 AN0568
 AN0568  HISTORY     - Date     Condition        Report By
 AN0568  HISTORY     - 1972     MONUMENTED       NGS
 AN0568  HISTORY     - 1987     GOOD             NGS
 AN0568  HISTORY     - 20060815 GOOD             USPSQD
 AN0568
 AN0568                          STATION DESCRIPTION
 AN0568
 AN0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0568'IN EDNA.
 AN0568'AT EDNA, IN THE COURTHOUSE LAWN, NEAR THE INTERSECTION OF U. S.
 AN0568'HIGHWAY 59 (MAIN STREET) AND STATE HIGHWAY 111 (WELLS STREET), 63.7
 AN0568'FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE US HIGHWAY, 87 FEET
 AN0568'SOUTHWEST OF THE SOUTHWEST CURB OF THE STATE HIGHWAY, 65 FEET NORTH OF
 AN0568'THE NORTH CORNER OF THE COURTHOUSE, 1.1 FEET EAST OF THE EAST CORNER
 AN0568'OF THE GRANITE BASE OF THE LAUGHTER MEMORIAL MONUMENT, 1 FOOT ABOVE
 AN0568'THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 AN0568'STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A
 AN0568'6-INCH STEEL PIPE THAT IS FLUSH WITH THE LEVEL OF THE GROUND. THE ROD
 AN0568'WAS DRIVEN TO A DEPTH OF 64 FEET.
 AN0568
 AN0568                          STATION RECOVERY (1987)
 AN0568
 AN0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN0568'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN EDNA, IN
 AN0568'THE SOUTH CORNER OF THE INTERSECTION OF HIGHWAY LOOP 521 AND STATE
 AN0568'HIGHWAY 111, IN THE NORTH CORNER OF THE COURTHOUSE LAWN, 26.5 METERS
 AN0568'(87.0 FT) SOUTHWEST OF THE SOUTHWEST CURB OF HIGHWAY 111, 19.4 METERS
 AN0568'(63.7 FT) SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY 521, 19.8 METERS
 AN0568'(65.0 FT) NORTH OF THE NORTH CORNER OF THE COURTHOUSE, 0.3 METER (1.1
 AN0568'FT) EAST OF THE EAST CORNER OF THE BASE OF THE LAUGHTER MONUMENT.
 AN0568'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 AN0568
 AN0568                          STATION RECOVERY (2006)
 AN0568
 AN0568'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AN0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0902 ***********************************************************************
 AX0902  DESIGNATION -  Q 1193
 AX0902  PID         -  AX0902
 AX0902  STATE/COUNTY-  TX/JACKSON
 AX0902  USGS QUAD   -  CORDELE (1981)
 AX0902
 AX0902                         *CURRENT SURVEY CONTROL
 AX0902  ___________________________________________________________________
 AX0902* NAD 83(1986)-  29 09 05.     (N)    096 40 44.     (W)     SCALED    
 AX0902* NAVD 88     -        34.01   (+/-2cm)     111.6    (feet)  VERTCON   
 AX0902  ___________________________________________________________________
 AX0902  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0902
 AX0902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0902
 AX0902.The horizontal coordinates were scaled from a topographic map and have
 AX0902.an estimated accuracy of +/- 6 seconds.
 AX0902
 AX0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0902.The vertical order pertains to the NGVD 29 superseded value.
 AX0902
 AX0902.The geoid height was determined by GEOID03.
 AX0902
 AX0902;                    North         East    Units  Estimated Accuracy
 AX0902;SPC TXSC     - 4,148,320.      825,790.      MT  (+/- 180 meters Scaled)
 AX0902
 AX0902                          SUPERSEDED SURVEY CONTROL
 AX0902
 AX0902  NGVD 29 (??/??/92)   34.022  (m)          111.62   (f) ADJ UNCH    2 0
 AX0902
 AX0902.Superseded values are not recommended for survey control.
 AX0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0902.See file dsdata.txt to determine how the superseded data were derived.
 AX0902
 AX0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT257269(NAD 83)
 AX0902_MARKER: DB = BENCH MARK DISK
 AX0902_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0902+WITH SETTING: INTO GROUND
 AX0902_STAMPING: Q 1193 1972
 AX0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0902+STABILITY: SURFACE MOTION
 AX0902
 AX0902  HISTORY     - Date     Condition        Report By
 AX0902  HISTORY     - 1972     MONUMENTED       NGS
 AX0902
 AX0902                          STATION DESCRIPTION
 AX0902
 AX0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0902'3.7 MI NW FROM CORDELE.
 AX0902'ABOUT 1.0 MILE WEST ALONG CORDELE ROAD FROM THE METHODIST CHURCH AT
 AX0902'CORDELE, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.7 MILES
 AX0902'WEST ALONG A GRAVEL ROAD, AT THE T JUNCTION OF A FARM ROAD LEADING
 AX0902'NORTH, 70 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 32 FEET NORTH
 AX0902'OF THE CENTER LINE OF THE GRAVEL ROAD, 228 FEET EAST OF THE EXTENDED
 AX0902'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 57.7 FEET SOUTHWEST OF
 AX0902'THE WEST GATE POST FOR GATE ACROSS FARM ROAD, 1.4 FEET EAST OF A METAL
 AX0902'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 AX0902'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AX0902'THE DISK PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND ENCASED IN
 AX0902'A 6-INCH METAL PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 AX0902'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2504 ***********************************************************************
 AX2504  DESIGNATION -  Q 1194
 AX2504  PID         -  AX2504
 AX2504  STATE/COUNTY-  TX/JACKSON
 AX2504  USGS QUAD   -  GANADO (1981)
 AX2504
 AX2504                         *CURRENT SURVEY CONTROL
 AX2504  ___________________________________________________________________
 AX2504* NAD 83(1986)-  29 00 09.     (N)    096 35 52.     (W)     SCALED    
 AX2504* NAVD 88     -        26.520  (meters)      87.01   (feet)  ADJUSTED  
 AX2504  ___________________________________________________________________
 AX2504  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2504  DYNAMIC HT  -          26.482 (meters)      86.88  (feet)  COMP
 AX2504  MODELED GRAV-     979,217.4   (mgal)                       NAVD 88
 AX2504
 AX2504  VERT ORDER  -  FIRST     CLASS I
 AX2504
 AX2504.The horizontal coordinates were scaled from a topographic map and have
 AX2504.an estimated accuracy of +/- 6 seconds.
 AX2504
 AX2504.The orthometric height was determined by differential leveling
 AX2504.and adjusted by the National Geodetic Survey in June 1991..
 AX2504
 AX2504.The geoid height was determined by GEOID03.
 AX2504
 AX2504.The dynamic height is computed by dividing the NAVD 88
 AX2504.geopotential number by the normal gravity value computed on the
 AX2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2504.degrees latitude (g = 980.6199 gals.).
 AX2504
 AX2504.The modeled gravity was interpolated from observed gravity values.
 AX2504
 AX2504;                    North         East    Units  Estimated Accuracy
 AX2504;SPC TXSC     - 4,131,980.      834,020.      MT  (+/- 180 meters Scaled)
 AX2504
 AX2504                          SUPERSEDED SURVEY CONTROL
 AX2504
 AX2504  NGVD 29 (12/23/87)   26.530  (m)           87.04   (f) ADJUSTED    1 1
 AX2504
 AX2504.Superseded values are not recommended for survey control.
 AX2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2504.See file dsdata.txt to determine how the superseded data were derived.
 AX2504
 AX2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT340106(NAD 83)
 AX2504_MARKER: DD = SURVEY DISK
 AX2504_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AX2504_SP_SET: GUARD RAIL
 AX2504_STAMPING: Q 1194 1972
 AX2504_MARK LOGO: TXHD  
 AX2504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2504
 AX2504  HISTORY     - Date     Condition        Report By
 AX2504  HISTORY     - UNK      MONUMENTED
 AX2504  HISTORY     - 1987     GOOD             NGS
 AX2504
 AX2504                          STATION DESCRIPTION
 AX2504
 AX2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2504'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.65 KM (1.64
 AX2504'MI) NORTHEAST ALONG HIGHWAY LOOP 521 FROM THE JUNCTION OF STATE
 AX2504'HIGHWAY 111 IN EDNA, THENCE 2.80 KM (1.75 MI) NORTHEAST ALONG US
 AX2504'HIGHWAY 59, IN THE NORTHEAST CORNER OF THE HIGHWAY 59 NORTHBOUND
 AX2504'BRIDGE OVER FM ROAD 530, 6.7 METERS (22.0 FT) SOUTHEAST OF THE
 AX2504'CENTERLINE, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 AX2504'GUARD RAIL, THE GUARD RAIL IS A PERMANENTLY ATTACHED PART OF THE
 AX2504'ABUTMENT.
 AX2504'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 AX2504'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0645 ***********************************************************************
 AN0645  DESIGNATION -  Q 1195
 AN0645  PID         -  AN0645
 AN0645  STATE/COUNTY-  TX/JACKSON
 AN0645  USGS QUAD   -  LA SALLE (1995)
 AN0645
 AN0645                         *CURRENT SURVEY CONTROL
 AN0645  ___________________________________________________________________
 AN0645* NAD 83(1986)-  28 51 07.     (N)    096 38 25.     (W)     SCALED    
 AN0645* NAVD 88     -        12.64   (+/-2cm)      41.5    (feet)  VERTCON   
 AN0645  ___________________________________________________________________
 AN0645  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0645
 AN0645  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0645
 AN0645.The horizontal coordinates were scaled from a topographic map and have
 AN0645.an estimated accuracy of +/- 6 seconds.
 AN0645
 AN0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0645.The vertical order pertains to the NGVD 29 superseded value.
 AN0645
 AN0645.The geoid height was determined by GEOID03.
 AN0645
 AN0645;                    North         East    Units  Estimated Accuracy
 AN0645;SPC TXSC     - 4,115,210.      830,220.      MT  (+/- 180 meters Scaled)
 AN0645
 AN0645                          SUPERSEDED SURVEY CONTROL
 AN0645
 AN0645  NGVD 29 (??/??/92)   12.739  (m)           41.79   (f) ADJ UNCH    2 0
 AN0645
 AN0645.Superseded values are not recommended for survey control.
 AN0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0645.See file dsdata.txt to determine how the superseded data were derived.
 AN0645
 AN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS301938(NAD 83)
 AN0645_MARKER: DB = BENCH MARK DISK
 AN0645_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0645+WITH SETTING: INTO GROUND
 AN0645_STAMPING: Q 1195 1972
 AN0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0645+STABILITY: SURFACE MOTION
 AN0645
 AN0645  HISTORY     - Date     Condition        Report By
 AN0645  HISTORY     - 1972     MONUMENTED       NGS
 AN0645
 AN0645                          STATION DESCRIPTION
 AN0645
 AN0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0645'2.35 MI NW FROM VANDERBILT.
 AN0645'ABOUT 2.35 MILES NORTHWEST ALONG FARM TO MARKET ROAD NO. 234 FROM THE
 AN0645'MISSOURI PACIFIC RAILROAD STATION AT VANDERBILT, 62 FEET WEST OF THE
 AN0645'WEST CORNER OF A FRAME HOUSE, 67 1/2 FEET SOUTHWEST OF A WELL, 59 FEET
 AN0645'NORTHEAST OF THE FARM ROAD, 19 FEET NORTHWEST OF A POWER LINE POLE
 AN0645'WITH A TRANSFORMER 15 FEET SOUTHEAST OF A CORNER FENCE POST, 0.7 FOOT
 AN0645'SOUTHWEST OF A FENCE LINE, 0.7 FOOT SOUTHWEST OF A METAL WITNESS POST,
 AN0645'3 FEET BELOW THE LEVEL OF THE FARM ROAD, AND ON THE TOP OF A 4 FOOT
 AN0645'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 AN0645'DISK IS 2 INCHES BELOW THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 AN0645'METAL PIPE THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0649 ***********************************************************************
 AX0649  DESIGNATION -  Q 1196
 AX0649  PID         -  AX0649
 AX0649  STATE/COUNTY-  TX/JACKSON
 AX0649  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0649
 AX0649                         *CURRENT SURVEY CONTROL
 AX0649  ___________________________________________________________________
 AX0649* NAD 83(1986)-  29 03 36.     (N)    096 41 04.     (W)     SCALED    
 AX0649* NAVD 88     -        26.416  (meters)      86.67   (feet)  ADJUSTED  
 AX0649  ___________________________________________________________________
 AX0649  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0649  DYNAMIC HT  -          26.379 (meters)      86.55  (feet)  COMP
 AX0649  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 AX0649
 AX0649  VERT ORDER  -  FIRST     CLASS I
 AX0649
 AX0649.The horizontal coordinates were scaled from a topographic map and have
 AX0649.an estimated accuracy of +/- 6 seconds.
 AX0649
 AX0649.The orthometric height was determined by differential leveling
 AX0649.and adjusted by the National Geodetic Survey in June 1991..
 AX0649
 AX0649.The geoid height was determined by GEOID03.
 AX0649
 AX0649.The dynamic height is computed by dividing the NAVD 88
 AX0649.geopotential number by the normal gravity value computed on the
 AX0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0649.degrees latitude (g = 980.6199 gals.).
 AX0649
 AX0649.The modeled gravity was interpolated from observed gravity values.
 AX0649
 AX0649;                    North         East    Units  Estimated Accuracy
 AX0649;SPC TXSC     - 4,138,180.      825,450.      MT  (+/- 180 meters Scaled)
 AX0649
 AX0649                          SUPERSEDED SURVEY CONTROL
 AX0649
 AX0649  NGVD 29 (??/??/92)   26.429  (m)           86.71   (f) ADJ UNCH    1 1
 AX0649
 AX0649.Superseded values are not recommended for survey control.
 AX0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0649.See file dsdata.txt to determine how the superseded data were derived.
 AX0649
 AX0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT254168(NAD 83)
 AX0649_MARKER: DB = BENCH MARK DISK
 AX0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0649_SP_SET: CASING
 AX0649_STAMPING: Q 1196 1972
 AX0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0649
 AX0649  HISTORY     - Date     Condition        Report By
 AX0649  HISTORY     - 1972     MONUMENTED       NGS
 AX0649
 AX0649                          STATION DESCRIPTION
 AX0649
 AX0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0649'6.2 MI NW FROM EDNA.
 AX0649'ABOUT 6.2 MILES NORTHWEST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AX0649'AT EDNA, 0.25 MILE SOUTHEAST OF THE D. E. MCNEIL PROPERTY, IN A SMALL
 AX0649'OPEN PASTURE, 210 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AX0649'323 FEET NORTHWEST OF THE CENTER LINE OF THE PAVED CORDELE-TOURTELLOT
 AX0649'ROAD, 150 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 109 FEET WEST
 AX0649'OF THE NORTHWEST CORNER OF A RED TILE HOUSE, 51 FEET SOUTH OF A
 AX0649'50-INCH OAK TREE LEANING TO THE NORTHWEST, A DISK CEMETED IN THE TOP
 AX0649'OF A 2-INCH VALVE WHICH IS THE TOP OF AN ABANDONED 12-INCH CASING OF A
 AX0649'3541-FOOT DRY OIL WELL LISTED AS CORDELE MCNEIL WELL NO. 1, CASING IS
 AX0649'AT LEAST 6000 FEET DEEP AND PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF THE
 AX0649'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0794 ***********************************************************************
 AN0794  DESIGNATION -  Q 1197
 AN0794  PID         -  AN0794
 AN0794  STATE/COUNTY-  TX/JACKSON
 AN0794  USGS QUAD   -  MANSON (1995)
 AN0794
 AN0794                         *CURRENT SURVEY CONTROL
 AN0794  ___________________________________________________________________
 AN0794* NAD 83(1986)-  28 57 12.     (N)    096 35 12.     (W)     SCALED    
 AN0794* NAVD 88     -        17.68   (+/-2cm)      58.0    (feet)  VERTCON   
 AN0794  ___________________________________________________________________
 AN0794  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0794
 AN0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0794
 AN0794.The horizontal coordinates were scaled from a topographic map and have
 AN0794.an estimated accuracy of +/- 6 seconds.
 AN0794
 AN0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0794.The vertical order pertains to the NGVD 29 superseded value.
 AN0794
 AN0794.The geoid height was determined by GEOID03.
 AN0794
 AN0794;                    North         East    Units  Estimated Accuracy
 AN0794;SPC TXSC     - 4,126,550.      835,210.      MT  (+/- 180 meters Scaled)
 AN0794
 AN0794                          SUPERSEDED SURVEY CONTROL
 AN0794
 AN0794  NGVD 29 (??/??/92)   17.685  (m)           58.02   (f) ADJ UNCH    2 0
 AN0794
 AN0794.Superseded values are not recommended for survey control.
 AN0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0794.See file dsdata.txt to determine how the superseded data were derived.
 AN0794
 AN0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT352052(NAD 83)
 AN0794_MARKER: DB = BENCH MARK DISK
 AN0794_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0794+WITH SETTING: INTO GROUND
 AN0794_STAMPING: Q 1197 1972
 AN0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0794+STABILITY: SURFACE MOTION
 AN0794
 AN0794  HISTORY     - Date     Condition        Report By
 AN0794  HISTORY     - 1972     MONUMENTED       NGS
 AN0794
 AN0794                          STATION DESCRIPTION
 AN0794
 AN0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0794'4.1 MI SE FROM EDNA.
 AN0794'ABOUT 4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0794'AT EDNA, 57 FEET EAST OF THE EXTENDED CENTER LINE OF A SHELL ROAD
 AN0794'WHICH LEADS SOUTH, 67 FEET NORTH OF THE CNETER LINE OF THE HIGHWAY, 91
 AN0794'FEET SOUTH-SOUTHEAST OF A CONCRETE WATER TANK WHICH IS ABOUT 15 FEET
 AN0794'HIGH AND WHICH IS LOCATED INSIDE OF A STOCK PEN, 34 FEET WEST OF THE
 AN0794'CENTER OF A METAL GATE, 4 FEET EAST-SOUTHEAST OF A CORNER FENCE POST,
 AN0794'3 FEET SOUTH OF A FENCE, 2.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 AN0794'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT
 AN0794'SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AN0794'THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A
 AN0794'6-INCH METAL PIPE WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0915 ***********************************************************************
 AX0915  DESIGNATION -  Q 1198
 AX0915  PID         -  AX0915
 AX0915  STATE/COUNTY-  TX/FAYETTE
 AX0915  USGS QUAD   -  LA GRANGE EAST (1981)
 AX0915
 AX0915                         *CURRENT SURVEY CONTROL
 AX0915  ___________________________________________________________________
 AX0915* NAD 83(1986)-  29 53 22.     (N)    096 52 13.     (W)     SCALED    
 AX0915* NAVD 88     -       112.934  (meters)     370.52   (feet)  ADJUSTED  
 AX0915  ___________________________________________________________________
 AX0915  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AX0915  DYNAMIC HT  -         112.779 (meters)     370.01  (feet)  COMP
 AX0915  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 AX0915
 AX0915  VERT ORDER  -  FIRST     CLASS I
 AX0915
 AX0915.The horizontal coordinates were scaled from a topographic map and have
 AX0915.an estimated accuracy of +/- 6 seconds.
 AX0915
 AX0915.The orthometric height was determined by differential leveling
 AX0915.and adjusted by the National Geodetic Survey in June 1991..
 AX0915
 AX0915.The geoid height was determined by GEOID03.
 AX0915
 AX0915.The dynamic height is computed by dividing the NAVD 88
 AX0915.geopotential number by the normal gravity value computed on the
 AX0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0915.degrees latitude (g = 980.6199 gals.).
 AX0915
 AX0915.The modeled gravity was interpolated from observed gravity values.
 AX0915
 AX0915;                    North         East    Units  Estimated Accuracy
 AX0915;SPC TXSC     - 4,229,750.      805,690.      MT  (+/- 180 meters Scaled)
 AX0915
 AX0915                          SUPERSEDED SURVEY CONTROL
 AX0915
 AX0915  NGVD 29 (??/??/92)  112.893  (m)          370.38   (f) ADJ UNCH    1 1
 AX0915
 AX0915.Superseded values are not recommended for survey control.
 AX0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0915.See file dsdata.txt to determine how the superseded data were derived.
 AX0915
 AX0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU056084(NAD 83)
 AX0915_MARKER: DB = BENCH MARK DISK
 AX0915_SETTING: 66 = SET IN ROCK OUTCROP
 AX0915_SP_SET: LIMESTONE LEDGE
 AX0915_STAMPING: Q 1198 1972
 AX0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX0915+STABILITY: POSITION/ELEVATION WELL
 AX0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0915+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX0915
 AX0915  HISTORY     - Date     Condition        Report By
 AX0915  HISTORY     - 1972     MONUMENTED       NGS
 AX0915  HISTORY     - 1978     GOOD             NGS
 AX0915  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0915  HISTORY     - 1990     GOOD             USPSQD
 AX0915  HISTORY     - 19970607 GOOD             USPSQD
 AX0915  HISTORY     - 20041027 GOOD             USPSQD
 AX0915
 AX0915                          STATION DESCRIPTION
 AX0915
 AX0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0915'1.4 MI S FROM LA GRANGE.
 AX0915'ABOUT 1.4 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT LA
 AX0915'GRANGE, ABOUT HALFWAY UP A STEEP WINDING HILL, ABOUT 0.1 MILE NORTH OF
 AX0915'A PAVED DRIVEWAY WHICH LEADS EAST, 101 FEET SOUTHWEST OF THE SOUTHWEST
 AX0915'CORNER OF A LARGE BRICK HOUSE WHICH IS LOCATED ON THE TOP OF A 12-FOOT
 AX0915'HIGH BANK, 32 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AX0915'THE TOP OF A 50-FOOT LIMESTONE LEDGE ON A LIMESTONE CUT, 85 FEET
 AX0915'NORTH-NORTHWEST OF A POWER AND TELEPHONE POLE, 2 1/2 FEET EAST OF A
 AX0915'28-INCH COTTONWOOD TREE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 AX0915'GROUND, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AX0915
 AX0915                          STATION RECOVERY (1978)
 AX0915
 AX0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0915'RECOVERED IN GOOD CONDITION.
 AX0915
 AX0915                          STATION RECOVERY (1987)
 AX0915
 AX0915'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0915'MARK NOT FOUND.
 AX0915
 AX0915                          STATION RECOVERY (1990)
 AX0915
 AX0915'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0915'RECOVERED IN GOOD CONDITION.
 AX0915
 AX0915                          STATION RECOVERY (1997)
 AX0915
 AX0915'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0915'RECOVERED IN GOOD CONDITION.
 AX0915
 AX0915                          STATION RECOVERY (2004)
 AX0915
 AX0915'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0915'ORANGE PAINT POINT TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1743 ***********************************************************************
 BK1743  DESIGNATION -  Q 1199
 BK1743  PID         -  BK1743
 BK1743  STATE/COUNTY-  TX/ORANGE
 BK1743  USGS QUAD   -  ORANGE (1996)
 BK1743
 BK1743                         *CURRENT SURVEY CONTROL
 BK1743  ___________________________________________________________________
 BK1743* NAD 83(1986)-  30 07 04.     (N)    093 44 44.     (W)     SCALED    
 BK1743* NAVD 88     -         3.128  (meters)      10.26   (feet)  ADJUSTED  
 BK1743  ___________________________________________________________________
 BK1743  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK1743  DYNAMIC HT  -           3.124 (meters)      10.25  (feet)  COMP
 BK1743  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 BK1743
 BK1743  VERT ORDER  -  FIRST     CLASS I
 BK1743
 BK1743.The horizontal coordinates were scaled from a topographic map and have
 BK1743.an estimated accuracy of +/- 6 seconds.
 BK1743
 BK1743.The orthometric height was determined by differential leveling
 BK1743.and adjusted by the National Geodetic Survey in June 1991..
 BK1743
 BK1743.The geoid height was determined by GEOID03.
 BK1743
 BK1743.The dynamic height is computed by dividing the NAVD 88
 BK1743.geopotential number by the normal gravity value computed on the
 BK1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1743.degrees latitude (g = 980.6199 gals.).
 BK1743
 BK1743.The modeled gravity was interpolated from observed gravity values.
 BK1743
 BK1743;                    North         East    Units  Estimated Accuracy
 BK1743;SPC TX C     - 3,068,800.    1,334,510.      MT  (+/- 180 meters Scaled)
 BK1743
 BK1743                          SUPERSEDED SURVEY CONTROL
 BK1743
 BK1743  NGVD 29 (??/??/??)    3.074  (m)           10.09   (f) ADJUSTED    1 1
 BK1743
 BK1743.Superseded values are not recommended for survey control.
 BK1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1743.See file dsdata.txt to determine how the superseded data were derived.
 BK1743
 BK1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP281320(NAD 83)
 BK1743_MARKER: DB = BENCH MARK DISK
 BK1743_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BK1743+WITH SETTING: INTO GROUND
 BK1743_SP_SET: METAL ROD WITH BASE PLATE
 BK1743_STAMPING: Q 1199 1972
 BK1743_MARK LOGO: NGS   
 BK1743_PROJECTION: FLUSH
 BK1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1743+STABILITY: SURFACE MOTION
 BK1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1743+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 BK1743_ROD/PIPE-DEPTH: 1.2  meters
 BK1743
 BK1743  HISTORY     - Date     Condition        Report By
 BK1743  HISTORY     - 1972     MONUMENTED       NGS
 BK1743  HISTORY     - 1981     GOOD             NGS
 BK1743  HISTORY     - 1986     GOOD             NGS
 BK1743  HISTORY     - 1987     GOOD             USPSQD
 BK1743  HISTORY     - 19880927 GOOD             USPSQD
 BK1743  HISTORY     - 1989     GOOD             USPSQD
 BK1743  HISTORY     - 1990     GOOD             USPSQD
 BK1743  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1743  HISTORY     - 20010331 GOOD             USPSQD
 BK1743  HISTORY     - 20020727 GOOD             USPSQD
 BK1743  HISTORY     - 20040317 GOOD             USPSQD
 BK1743  HISTORY     - 20050402 GOOD             USPSQD
 BK1743
 BK1743                          STATION DESCRIPTION
 BK1743
 BK1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1743'1.75 MI N FROM ORANGE.
 BK1743'ABOUT 1.75 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1743'STATION AT ORANGE, 150 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 BK1743'WITH BARKINS STREET, 91 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BK1743'SIGNAL CONTROL BOX, 61.3 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 BK1743'41 FEET EAST OF THE CENTER LINE OF FIFTEENTH STREET, 7.5 FEET EAST OF
 BK1743'POWER POLE NO. 20, 6.5 FEET WEST OF THE BASE OF A GUY WIRE, 0.6 FEET
 BK1743'NORTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 BK1743'TRACK, A DISK ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS
 BK1743'ATTACHED TO A METAL PLATE, THE DISK PROJECTS 2-INCHES ABOVE THE
 BK1743'GROUND, AND ENCASED IN A 6-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 BK1743
 BK1743                          STATION RECOVERY (1981)
 BK1743
 BK1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1743'IN ORANGE, AT THE INTERSECTION OF NORTH 15TH STREET AND BARKINS
 BK1743'STREET, 45.72 METERS (150.0 FEET) NORTHWEST OF THE CENTER OF THE
 BK1743'SOUTHERN PACIFIC RAILROAD CROSSING BARKINS STREET, 18.59 METERS (61.0
 BK1743'FEET) WEST OF THE WEST RAIL OF THE TRACK, 12.49 METERS (41.0 FEET)
 BK1743'EAST OF THE CENTERLINE OF 15TH STREET, 2.28 METERS 7.5 FEET) EAST OF
 BK1743'POWER POLE 50/389 WITH A GUY WIRE, 1.98 METERS (6.5 FEET) WEST OF THE
 BK1743'BASE OF THE POWER POLE GUY WIRE.
 BK1743'THE MARK IS 0.18 METERS  N FROM A WITNESS POST.
 BK1743'THE MARK IS 0.18 M ABOVE GROUND.
 BK1743
 BK1743                          STATION RECOVERY (1986)
 BK1743
 BK1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1743'RECOVERED IN GOOD CONDITION.
 BK1743
 BK1743                          STATION RECOVERY (1987)
 BK1743
 BK1743'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 BK1743'RECOVERED IN GOOD CONDITION.
 BK1743
 BK1743                          STATION RECOVERY (1988)
 BK1743
 BK1743'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1743'RECOVERED IN GOOD CONDITION.
 BK1743
 BK1743                          STATION RECOVERY (1989)
 BK1743
 BK1743'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1743'RECOVERED IN GOOD CONDITION.
 BK1743
 BK1743                          STATION RECOVERY (1990)
 BK1743
 BK1743'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHB)
 BK1743'RECOVERED IN GOOD CONDITION.
 BK1743
 BK1743                          STATION RECOVERY (1996)
 BK1743
 BK1743'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1743'MARK NOT FOUND.
 BK1743
 BK1743                          STATION RECOVERY (2001)
 BK1743
 BK1743'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1743'RECOVERED IN GOOD CONDITION.
 BK1743
 BK1743                          STATION RECOVERY (2002)
 BK1743
 BK1743'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1743'EAST GUY WIRE HAS BEEN RELOCATED CLOSER TO THE POWER POLE.  MARKER IS
 BK1743'1 FOOT EAST OF A METAL WITNESS POST.
 BK1743
 BK1743                          STATION RECOVERY (2004)
 BK1743
 BK1743'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BK1743'RECOVERED IN GOOD CONDITION.
 BK1743
 BK1743                          STATION RECOVERY (2005)
 BK1743
 BK1743'RECOVERY NOTE BY US POWER SQUADRON 2005 (HEW)
 BK1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0896 ***********************************************************************
 AY0896  DESIGNATION -  Q 12
 AY0896  PID         -  AY0896
 AY0896  STATE/COUNTY-  TX/BEXAR
 AY0896  USGS QUAD   -  MACDONA (1991)
 AY0896
 AY0896                         *CURRENT SURVEY CONTROL
 AY0896  ___________________________________________________________________
 AY0896* NAD 83(1986)-  29 16 08.     (N)    098 41 19.     (W)     SCALED    
 AY0896* NAVD 88     -       189.76   (+/-2cm)     622.6    (feet)  VERTCON   
 AY0896  ___________________________________________________________________
 AY0896  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AY0896
 AY0896  VERT ORDER  -  THIRD (See Below)
 AY0896
 AY0896.The horizontal coordinates were scaled from a topographic map and have
 AY0896.an estimated accuracy of +/- 6 seconds.
 AY0896
 AY0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0896.The vertical order pertains to the NGVD 29 superseded value.
 AY0896
 AY0896.The geoid height was determined by GEOID03.
 AY0896
 AY0896;                    North         East    Units  Estimated Accuracy
 AY0896;SPC TXSC     - 4,159,140.      630,260.      MT  (+/- 180 meters Scaled)
 AY0896
 AY0896                          SUPERSEDED SURVEY CONTROL
 AY0896
 AY0896  NGVD 29 (01/29/03)  189.65   (m)          622.2    (f) RESET       3  
 AY0896
 AY0896.Superseded values are not recommended for survey control.
 AY0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0896.See file dsdata.txt to determine how the superseded data were derived.
 AY0896
 AY0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT302378(NAD 83)
 AY0896_MARKER: DD = SURVEY DISK
 AY0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0896_STAMPING: Q 12 622.71
 AY0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0896+STABILITY: SURFACE MOTION
 AY0896
 AY0896  HISTORY     - Date     Condition        Report By
 AY0896  HISTORY     - UNK      MONUMENTED       TXHD
 AY0896  HISTORY     - 1970     GOOD             NGS
 AY0896  HISTORY     - 19991215 GOOD             USPSQD
 AY0896
 AY0896                          STATION DESCRIPTION
 AY0896
 AY0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0896'6.0 MI SW FROM SAN ANTONIO.
 AY0896'ABOUT 6.0 MILES SOUTHWEST ALONG INTERSTATE 35 AND U.S. HIGHWAY 81 FROM
 AY0896'THE JUNCTION OF INTERSTATE 410 AT THE SOUTHWEST PART OF SAN ANTONIO TO
 AY0896'SITE OF BENCH MARK.  BETWEEN KINNEY ROAD (SOUTH) AND AN ABANDONED RAIL
 AY0896'ROAD TRACK, 180 FEET NORTHEAST OF THE CENTER OF KINNEY ROAD, 250 FEET
 AY0896'SOUTHWEST OF THE OLD RAILROAD BED, 142 FEET SOUTH-SOUTHEAST OF THE
 AY0896'FRONTAGE ROAD CENTERLINE ALONG THE SOUTH SIDE OF INTERSTATE 35, 11
 AY0896'FEET EAST OF A BELL TELEPHONE UNDER GROUND CABLE POLE, 3 FEET
 AY0896'SOUTHWEST OF A METAL POST, 256 FEET SOUTHEAST OF INTERSTATE 35 CENTER
 AY0896'LINE, AND AT HIGHWAY STATION 300 + 13.  A TEXAS HIGHWAY DEPARTMENT
 AY0896'DISK, STAMPED Q 12 622.71, IS SET IN A ROUND CONCRETE POST FLUSH WITH
 AY0896'SURFACE OF GROUND.
 AY0896
 AY0896                          STATION RECOVERY (1999)
 AY0896
 AY0896'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0407 ***********************************************************************
 CT0407  DESIGNATION -  Q 12
 CT0407  PID         -  CT0407
 CT0407  STATE/COUNTY-  TX/CALLAHAN
 CT0407  USGS QUAD   -  JAYELL (1966)
 CT0407
 CT0407                         *CURRENT SURVEY CONTROL
 CT0407  ___________________________________________________________________
 CT0407* NAD 83(1986)-  32 23 24.     (N)    099 21 53.     (W)     SCALED    
 CT0407* NAVD 88     -       497.619  (meters)    1632.61   (feet)  POSTED    
 CT0407  ___________________________________________________________________
 CT0407  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CT0407  DYNAMIC HT  -         496.970 (meters)    1630.48  (feet)  COMP
 CT0407  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 CT0407
 CT0407  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0407
 CT0407.The horizontal coordinates were scaled from a topographic map and have
 CT0407.an estimated accuracy of +/- 6 seconds.
 CT0407
 CT0407.The orthometric height was determined by differential leveling
 CT0407.and adjusted by the National Geodetic Survey in 1992..
 CT0407.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0407.rate of 0.0 thru 1.0 mm/km.
 CT0407
 CT0407.The geoid height was determined by GEOID03.
 CT0407
 CT0407.The dynamic height is computed by dividing the NAVD 88
 CT0407.geopotential number by the normal gravity value computed on the
 CT0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0407.degrees latitude (g = 980.6199 gals.).
 CT0407
 CT0407.The modeled gravity was interpolated from observed gravity values.
 CT0407
 CT0407;                    North         East    Units  Estimated Accuracy
 CT0407;SPC TXNC     - 2,080,550.      518,640.      MT  (+/- 180 meters Scaled)
 CT0407
 CT0407                          SUPERSEDED SURVEY CONTROL
 CT0407
 CT0407.No superseded survey control is available for this station.
 CT0407
 CT0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA656837(NAD 83)
 CT0407_MARKER: B = BOLT
 CT0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0407_SP_SET: ABUTMENT
 CT0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0407
 CT0407  HISTORY     - Date     Condition        Report By
 CT0407  HISTORY     - UNK      MONUMENTED       CGS
 CT0407  HISTORY     - 1956     MARK NOT FOUND   NGS
 CT0407
 CT0407                          STATION DESCRIPTION
 CT0407
 CT0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0407'1.8 MI E FROM BAIRD.
 CT0407'1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM BAIRD,
 CT0407'CALLAHON COUNTY, AT BRIDGE 385 A OVER MEXIA CREEK, AND ON THE TOP OF
 CT0407'THE NORTH END OF THE EAST ABUTMENT.  A COPPER BOLT.  NOTE-- THE BRIDGE
 CT0407'HAS BEEN REBUILT AND THE MARK HAS PROBABLY BEEN COVERED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0256 ***********************************************************************
 BN0256  DESIGNATION -  Q 120
 BN0256  PID         -  BN0256
 BN0256  STATE/COUNTY-  TX/MASON
 BN0256  USGS QUAD   -  ART (1982)
 BN0256
 BN0256                         *CURRENT SURVEY CONTROL
 BN0256  ___________________________________________________________________
 BN0256* NAD 83(1986)-  30 44 03.     (N)    099 02 08.     (W)     SCALED    
 BN0256* NAVD 88     -       395.045  (meters)    1296.08   (feet)  ADJUSTED  
 BN0256  ___________________________________________________________________
 BN0256  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 BN0256  DYNAMIC HT  -         394.516 (meters)    1294.34  (feet)  COMP
 BN0256  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 BN0256
 BN0256  VERT ORDER  -  SECOND    CLASS 0
 BN0256
 BN0256.The horizontal coordinates were scaled from a topographic map and have
 BN0256.an estimated accuracy of +/- 6 seconds.
 BN0256
 BN0256.The orthometric height was determined by differential leveling
 BN0256.and adjusted by the National Geodetic Survey in June 1991..
 BN0256
 BN0256.The geoid height was determined by GEOID03.
 BN0256
 BN0256.The dynamic height is computed by dividing the NAVD 88
 BN0256.geopotential number by the normal gravity value computed on the
 BN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0256.degrees latitude (g = 980.6199 gals.).
 BN0256
 BN0256.The modeled gravity was interpolated from observed gravity values.
 BN0256
 BN0256;                    North         East    Units  Estimated Accuracy
 BN0256;SPC TX C     - 3,119,060.      824,270.      MT  (+/- 180 meters Scaled)
 BN0256
 BN0256                          SUPERSEDED SURVEY CONTROL
 BN0256
 BN0256  NGVD 29 (??/??/92)  394.998  (m)         1295.92   (f) ADJ UNCH    2 0
 BN0256
 BN0256.Superseded values are not recommended for survey control.
 BN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0256.See file dsdata.txt to determine how the superseded data were derived.
 BN0256
 BN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV965001(NAD 83)
 BN0256_MARKER: DD = SURVEY DISK
 BN0256_SETTING: 66 = SET IN ROCK OUTCROP
 BN0256_SP_SET: ROCK OUTCROP
 BN0256_STAMPING: Q 120 1933
 BN0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0256+STABILITY: POSITION/ELEVATION WELL
 BN0256
 BN0256  HISTORY     - Date     Condition        Report By
 BN0256  HISTORY     - 1933     MONUMENTED       USGS
 BN0256  HISTORY     - 1933     GOOD             NGS
 BN0256
 BN0256                          STATION DESCRIPTION
 BN0256
 BN0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0256'5.6 MI W FROM CASTELL.
 BN0256'5.6 MILES WEST OF CASTELL ALONG LLANO-MASON ROAD 4.9 MILES EAST OF
 BN0256'ART, AND ABOUT 550 FEET EAST OF CONCRETE SLAB BRIDGE.  70 FEET SOUTH
 BN0256'OF RIGHT OF WAY FENCE ON LOWER AND NORTH POINT OF ROCK OUTCROP AND
 BN0256'ABOUT 200 YARDS EAST OF SUMMIT OF SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0434 ***********************************************************************
 BL0434  DESIGNATION -  Q 1200
 BL0434  PID         -  BL0434
 BL0434  STATE/COUNTY-  TX/LIBERTY
 BL0434  USGS QUAD   -  DEVERS (1984)
 BL0434
 BL0434                         *CURRENT SURVEY CONTROL
 BL0434  ___________________________________________________________________
 BL0434* NAD 83(1986)-  30 01 29.     (N)    094 30 01.     (W)     SCALED    
 BL0434* NAVD 88     -        15.093  (meters)      49.52   (feet)  ADJUSTED  
 BL0434  ___________________________________________________________________
 BL0434  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0434  DYNAMIC HT  -          15.073 (meters)      49.45  (feet)  COMP
 BL0434  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 BL0434
 BL0434  VERT ORDER  -  FIRST     CLASS I
 BL0434
 BL0434.The horizontal coordinates were scaled from a topographic map and have
 BL0434.an estimated accuracy of +/- 6 seconds.
 BL0434
 BL0434.The orthometric height was determined by differential leveling
 BL0434.and adjusted by the National Geodetic Survey in June 1991..
 BL0434
 BL0434.The geoid height was determined by GEOID03.
 BL0434
 BL0434.The dynamic height is computed by dividing the NAVD 88
 BL0434.geopotential number by the normal gravity value computed on the
 BL0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0434.degrees latitude (g = 980.6199 gals.).
 BL0434
 BL0434.The modeled gravity was interpolated from observed gravity values.
 BL0434
 BL0434;                    North         East    Units  Estimated Accuracy
 BL0434;SPC TX C     - 3,054,440.    1,262,430.      MT  (+/- 180 meters Scaled)
 BL0434
 BL0434                          SUPERSEDED SURVEY CONTROL
 BL0434
 BL0434  NGVD 29 (12/23/87)   15.099  (m)           49.54   (f) ADJUSTED    1 1
 BL0434
 BL0434.Superseded values are not recommended for survey control.
 BL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0434.See file dsdata.txt to determine how the superseded data were derived.
 BL0434
 BL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP553224(NAD 83)
 BL0434_MARKER: DB = BENCH MARK DISK
 BL0434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0434_SP_SET: BRIDGE WINGWALL
 BL0434_STAMPING: Q 1200 1972
 BL0434_MARK LOGO: NGS   
 BL0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0434+STABILITY: SURFACE MOTION
 BL0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0434+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0434
 BL0434  HISTORY     - Date     Condition        Report By
 BL0434  HISTORY     - 1972     MONUMENTED       NGS
 BL0434  HISTORY     - 1987     GOOD             NGS
 BL0434  HISTORY     - 19880312 GOOD             USPSQD
 BL0434  HISTORY     - 19950817 GOOD             USPSQD
 BL0434  HISTORY     - 20041004 GOOD             USPSQD
 BL0434
 BL0434                          STATION DESCRIPTION
 BL0434
 BL0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0434'4.65 MI W FROM NOME.
 BL0434'ABOUT 4.65 MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE, ABOUT
 BL0434'0.5 MILE EAST OF THE B. H. WILLIS RICE DRIER AT FELICIA (NO TOWN
 BL0434'HERE), SET IN THE TOP OF THE WINGWALL AT THE NORTHEAST CORNER OF A
 BL0434'60-FOOT CONCRETE BRIDGE OVER A DRAINAGE DITCH, 23.5 FEET NORTH OF THE
 BL0434'CENTER LINE OF THE HIGHWAY, 0.9 FOOT WEST OF THE EAST END OF THE
 BL0434'WINGWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 BL0434
 BL0434                          STATION RECOVERY (1987)
 BL0434
 BL0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0434'RECOVERED IN GOOD CONDITION.
 BL0434
 BL0434                          STATION RECOVERY (1988)
 BL0434
 BL0434'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELB)
 BL0434'RECOVERED IN GOOD CONDITION.
 BL0434
 BL0434                          STATION RECOVERY (1995)
 BL0434
 BL0434'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0434'RECOVERED IN GOOD CONDITION.
 BL0434
 BL0434                          STATION RECOVERY (2004)
 BL0434
 BL0434'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1559 ***********************************************************************
 AW1559  DESIGNATION -  Q 1201
 AW1559  PID         -  AW1559
 AW1559  STATE/COUNTY-  TX/HARRIS
 AW1559  USGS QUAD   -  LA PORTE (1982)
 AW1559
 AW1559                         *CURRENT SURVEY CONTROL
 AW1559  ___________________________________________________________________
 AW1559* NAD 83(1986)-  29 39 51.     (N)    095 01 08.     (W)     SCALED    
 AW1559* NAVD 88     -         5.620  (meters)      18.44   (feet)  ADJUSTED  
 AW1559  ___________________________________________________________________
 AW1559  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1559  DYNAMIC HT  -           5.613 (meters)      18.42  (feet)  COMP
 AW1559  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 AW1559
 AW1559  VERT ORDER  -  FIRST     CLASS II
 AW1559
 AW1559.The horizontal coordinates were scaled from a topographic map and have
 AW1559.an estimated accuracy of +/- 6 seconds.
 AW1559
 AW1559.The orthometric height was determined by differential leveling
 AW1559.and adjusted by the National Geodetic Survey in June 1991..
 AW1559
 AW1559.The geoid height was determined by GEOID03.
 AW1559
 AW1559.The dynamic height is computed by dividing the NAVD 88
 AW1559.geopotential number by the normal gravity value computed on the
 AW1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1559.degrees latitude (g = 980.6199 gals.).
 AW1559
 AW1559.The modeled gravity was interpolated from observed gravity values.
 AW1559
 AW1559;                    North         East    Units  Estimated Accuracy
 AW1559;SPC TXSC     - 4,209,460.      985,290.      MT  (+/- 180 meters Scaled)
 AW1559
 AW1559                          SUPERSEDED SURVEY CONTROL
 AW1559
 AW1559  NGVD 29 (12/23/87)    5.617  (m)           18.43   (f) ADJUSTED    1 2
 AW1559
 AW1559.Superseded values are not recommended for survey control.
 AW1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1559.See file dsdata.txt to determine how the superseded data were derived.
 AW1559
 AW1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN046832(NAD 83)
 AW1559_MARKER: DB = BENCH MARK DISK
 AW1559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1559_SP_SET: COPPER-CLAD STEEL ROD
 AW1559_STAMPING: Q 1201 1973
 AW1559_MARK LOGO: NGS   
 AW1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1559
 AW1559  HISTORY     - Date     Condition        Report By
 AW1559  HISTORY     - 1973     MONUMENTED       NGS
 AW1559  HISTORY     - 1978     GOOD             NGS
 AW1559  HISTORY     - 1983     GOOD             NGS
 AW1559  HISTORY     - 1987     GOOD             USPSQD
 AW1559  HISTORY     - 1987     GOOD             USPSQD
 AW1559  HISTORY     - 1987     GOOD             USPSQD
 AW1559  HISTORY     - 1987     GOOD             USPSQD
 AW1559  HISTORY     - 1987     GOOD             USPSQD
 AW1559  HISTORY     - 1987     GOOD             USPSQD
 AW1559  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1559  HISTORY     - 1987     GOOD             USPSQD
 AW1559  HISTORY     - 1987     GOOD             USPSQD
 AW1559  HISTORY     - 1987     GOOD             USPSQD
 AW1559  HISTORY     - 1987     GOOD             USPSQD
 AW1559  HISTORY     - 1987     GOOD             NGS
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1988     GOOD             USPSQD
 AW1559  HISTORY     - 1989     GOOD             USPSQD
 AW1559  HISTORY     - 1989     GOOD             USPSQD
 AW1559  HISTORY     - 1989     GOOD             USPSQD
 AW1559  HISTORY     - 1989     GOOD             USPSQD
 AW1559  HISTORY     - 1989     GOOD             USPSQD
 AW1559  HISTORY     - 1989     GOOD             USPSQD
 AW1559  HISTORY     - 1989     GOOD             USPSQD
 AW1559  HISTORY     - 19931122 GOOD             USPSQD
 AW1559  HISTORY     - 20000311 POOR             USPSQD
 AW1559  HISTORY     - 20010331 POOR             NGS
 AW1559
 AW1559                          STATION DESCRIPTION
 AW1559
 AW1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1559'0.1 MI S FROM LA PORTE.
 AW1559'ABOUT 0.1 MILE SOUTH ALONG STATE HWY. 146 BUSINESS FROM THE
 AW1559'INTERSECTION OF E. MAIN - BROADWAY AND SAN JACINTO AVE. AT LA PORTE,
 AW1559'ABOUT 62 1/2 FEET EAST OF THE CENTER LINE OF STATE HWY. 146
 AW1559'(BROADWAY), 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CITY
 AW1559'COURTHOUSE, 43 FEET SOUTH OF THE CENTER LINE OF WEST A ST., 12 FEET
 AW1559'EAST OF A 12-INCH LIVE OAK TREE, 8 FEET WEST-NORTHWEST OF A TWIN
 AW1559'10-INCH CEDAR TREE, ABOUT 2 FEET SOUTH OF THE SOUTH EDGE OF AN ASPHALT
 AW1559'PARKING AREA, ABOUT 1 FOOT ABOVE THE STREET LEVEL, AND SET ON TOP OF A
 AW1559'5/8-INCH COPPER COATED STEEL ROD PROJECTING 1 INCH BELOW THE LEVEL OF
 AW1559'THE GROUND AND PROTECTED BY A 6-INCH IRON PIPE FLUSH WITH THE GROUND.
 AW1559'THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 AW1559
 AW1559                          STATION RECOVERY (1978)
 AW1559
 AW1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1983)
 AW1559
 AW1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1559'RECOVERED IN GOOD CONDITION.  NOTE, ADD LOCATED IN THE CENTER OF A
 AW1559'NORTH-SOUTH GRAVEL DRIVE.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1559'MARK NOT FOUND.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1987)
 AW1559
 AW1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (CFB)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1988)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1989)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1989)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1989)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1989)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1989)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1989)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1989)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (1993)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1559'RECOVERED IN GOOD CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (2000)
 AW1559
 AW1559'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1559'MARK RECOVERED IN POOR CONDITION.
 AW1559
 AW1559                          STATION RECOVERY (2001)
 AW1559
 AW1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1559'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1269 ***********************************************************************
 BL1269  DESIGNATION -  Q 1203
 BL1269  PID         -  BL1269
 BL1269  STATE/COUNTY-  TX/MONTGOMERY
 BL1269  USGS QUAD   -  WILLIS (1997)
 BL1269
 BL1269                         *CURRENT SURVEY CONTROL
 BL1269  ___________________________________________________________________
 BL1269* NAD 83(1986)-  30 25 11.     (N)    095 28 41.     (W)     SCALED    
 BL1269* NAVD 88     -       113.435  (meters)     372.16   (feet)  ADJUSTED  
 BL1269  ___________________________________________________________________
 BL1269  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL1269  DYNAMIC HT  -         113.284 (meters)     371.67  (feet)  COMP
 BL1269  MODELED GRAV-     979,312.7   (mgal)                       NAVD 88
 BL1269
 BL1269  VERT ORDER  -  FIRST     CLASS I
 BL1269
 BL1269.The horizontal coordinates were scaled from a topographic map and have
 BL1269.an estimated accuracy of +/- 6 seconds.
 BL1269
 BL1269.The orthometric height was determined by differential leveling
 BL1269.and adjusted by the National Geodetic Survey in June 1991..
 BL1269
 BL1269.The geoid height was determined by GEOID03.
 BL1269
 BL1269.The dynamic height is computed by dividing the NAVD 88
 BL1269.geopotential number by the normal gravity value computed on the
 BL1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1269.degrees latitude (g = 980.6199 gals.).
 BL1269
 BL1269.The modeled gravity was interpolated from observed gravity values.
 BL1269
 BL1269;                    North         East    Units  Estimated Accuracy
 BL1269;SPC TX C     - 3,093,660.    1,166,300.      MT  (+/- 180 meters Scaled)
 BL1269
 BL1269                          SUPERSEDED SURVEY CONTROL
 BL1269
 BL1269  NGVD 29 (12/23/87)  113.439  (m)          372.17   (f) ADJUSTED    1 1
 BL1269
 BL1269.Superseded values are not recommended for survey control.
 BL1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1269.See file dsdata.txt to determine how the superseded data were derived.
 BL1269
 BL1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP619679(NAD 83)
 BL1269_MARKER: DB = BENCH MARK DISK
 BL1269_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1269_SP_SET: COPPER-CLAD STEEL ROD
 BL1269_STAMPING: Q 1203 1973
 BL1269_MARK LOGO: NGS   
 BL1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1269
 BL1269  HISTORY     - Date     Condition        Report By
 BL1269  HISTORY     - 1973     MONUMENTED       NGS
 BL1269  HISTORY     - 1978     GOOD             NGS
 BL1269  HISTORY     - 1987     GOOD             NGS
 BL1269  HISTORY     - 1990     GOOD             USPSQD
 BL1269
 BL1269                          STATION DESCRIPTION
 BL1269
 BL1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1269'0.35 MI S FROM WILLIS.
 BL1269'ABOUT 0.35 MILE SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1269'STATION AT WILLIS, AT A ROADSIDE PARK BETWEEN US HIGHWAY 75 AND THE
 BL1269'TRACKS, 194.6 FEET WEST OF THE WEST RAIL, 73.4 FEET EAST OF THE CENTER
 BL1269'LINE OF THE HIGHWAY, 45 1/2 FEET WEST OF THE CENTER LINE OF THE
 BL1269'JUNCTION OF THE FOUR LANES THROUGH THE PARK, 1.8 FEET EAST OF A METAL
 BL1269'HISTORICAL MARKER POLE, ABOUT LEVEL WITH THE ROAD, AND IS A DISK SET
 BL1269'ON TOP OF A 5/8-INCH COPPER COATED STEEL ROAD, AND PROTECTED BY A
 BL1269'6-INCH METAL PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 BL1269'DEPTH OF 96 FEET.
 BL1269
 BL1269                          STATION RECOVERY (1978)
 BL1269
 BL1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1269'ADD=27 FEET SOUTHEAST OF TRIANGULATION STATION PARK.
 BL1269
 BL1269                          STATION RECOVERY (1987)
 BL1269
 BL1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1269'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.6 KM (0.35
 BL1269'MI) SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH
 BL1269'STEWART STREET IN WILLIS.  ADD--8.1 M (26.6 FT) SOUTHEAST OF
 BL1269'TRIANGULATION STATION PARK.
 BL1269
 BL1269                          STATION RECOVERY (1990)
 BL1269
 BL1269'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1638 ***********************************************************************
 AW1638  DESIGNATION -  Q 1204
 AW1638  PID         -  AW1638
 AW1638  STATE/COUNTY-  TX/GALVESTON
 AW1638  USGS QUAD   -  PORT BOLIVAR (1994)
 AW1638
 AW1638                         *CURRENT SURVEY CONTROL
 AW1638  ___________________________________________________________________
 AW1638* NAD 83(1986)-  29 23 01.     (N)    094 52 01.     (W)     SCALED    
 AW1638* NAVD 88     -         2.03   (+/-2cm)       6.7    (feet)  VERTCON   
 AW1638  ___________________________________________________________________
 AW1638  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW1638  OBS GRAVITY -     979,266.8   (mgal)                       GRAV_OBS
 AW1638
 AW1638  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1638
 AW1638.The horizontal coordinates were scaled from a topographic map and have
 AW1638.an estimated accuracy of +/- 6 seconds.
 AW1638
 AW1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1638.The vertical order pertains to the NGVD 29 superseded value.
 AW1638
 AW1638.The geoid height was determined by GEOID03.
 AW1638.The observed gravity was obtained from relative gravimeter ties
 AW1638.to the IGSN71 gravity network.
 AW1638
 AW1638;                    North         East    Units  Estimated Accuracy
 AW1638;SPC TXSC     - 4,178,900.    1,001,090.      MT  (+/- 180 meters Scaled)
 AW1638
 AW1638                          SUPERSEDED SURVEY CONTROL
 AW1638
 AW1638  NGVD 29 (??/??/92)    2.028  (m)            6.65   (f) ADJ UNCH    1 2
 AW1638
 AW1638.Superseded values are not recommended for survey control.
 AW1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1638.See file dsdata.txt to determine how the superseded data were derived.
 AW1638
 AW1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN188519(NAD 83)
 AW1638_MARKER: DB = BENCH MARK DISK
 AW1638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1638_SP_SET: ABUTMENT
 AW1638_STAMPING: Q 1204 1973
 AW1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1638+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1638
 AW1638  HISTORY     - Date     Condition        Report By
 AW1638  HISTORY     - 1973     MONUMENTED       NGS
 AW1638  HISTORY     - 1978     GOOD             NGS
 AW1638  HISTORY     - 1987     GOOD             USPSQD
 AW1638  HISTORY     - 1989     GOOD             USPSQD
 AW1638  HISTORY     - 1989     GOOD             USPSQD
 AW1638  HISTORY     - 1990     GOOD             USPSQD
 AW1638  HISTORY     - 1991     GOOD             USPSQD
 AW1638  HISTORY     - 19940904 POOR             USPSQD
 AW1638  HISTORY     - 20020310 GOOD             USPSQD
 AW1638  HISTORY     - 20031216 GOOD             USPSQD
 AW1638  HISTORY     - 20050607 GOOD             USPSQD
 AW1638
 AW1638                          STATION DESCRIPTION
 AW1638
 AW1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1638'2.55 MI E FROM TEXAS CITY.
 AW1638'ABOUT 0.3 MILE NORTH ALONG LOOP 197 (6TH STREET N), FROM THE POST
 AW1638'OFFICE AT TEXAS CITY, THENCE 0.5 MILE EAST ALONG EIGHTH AVENUE NORTH,
 AW1638'THENCE 1.75 MILES EAST ALONG TEXAS CITY DIKE, SOUTH OF AND ACROSS FROM
 AW1638'A PAVED ROAD ON THE DIKE FROM A PARKING AREA FOR BOAT TRAILERS, ABOUT
 AW1638'31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17 FEET WEST-SOUTHWEST
 AW1638'OF A LIGHT POLE FOR A BOAT RAMP, AT A CONCRETE BOAT RAMP, SET IN THE
 AW1638'TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE RAMP, ABOUT
 AW1638'3 INCHES EAST OF THE EAST HEADWALL OF THE RAMP, AND ABOUT 1/2-FOOT
 AW1638'ABOVE THE LEVEL OF THE ROAD.
 AW1638
 AW1638                          STATION RECOVERY (1978)
 AW1638
 AW1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1638'RECOVERED IN GOOD CONDITION.
 AW1638
 AW1638                          STATION RECOVERY (1987)
 AW1638
 AW1638'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1638'RECOVERED IN GOOD CONDITION.
 AW1638
 AW1638                          STATION RECOVERY (1989)
 AW1638
 AW1638'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1638'RECOVERED IN GOOD CONDITION.
 AW1638
 AW1638                          STATION RECOVERY (1989)
 AW1638
 AW1638'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1638'RECOVERED IN GOOD CONDITION.
 AW1638
 AW1638                          STATION RECOVERY (1990)
 AW1638
 AW1638'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1638'RECOVERED IN GOOD CONDITION.
 AW1638
 AW1638                          STATION RECOVERY (1991)
 AW1638
 AW1638'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1638'RECOVERED IN GOOD CONDITION.
 AW1638
 AW1638                          STATION RECOVERY (1994)
 AW1638
 AW1638'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1638'MARK RECOVERED IN POOR CONDITION.
 AW1638
 AW1638                          STATION RECOVERY (2002)
 AW1638
 AW1638'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1638'RECOVERED IN GOOD CONDITION.
 AW1638
 AW1638                          STATION RECOVERY (2003)
 AW1638
 AW1638'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1638'RECOVERED IN GOOD CONDITION.
 AW1638
 AW1638                          STATION RECOVERY (2005)
 AW1638
 AW1638'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1638'MARK FOUND AT N29 23 00.8  W094 52 00.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1714 ***********************************************************************
 AW1714  DESIGNATION -  Q 1205
 AW1714  PID         -  AW1714
 AW1714  STATE/COUNTY-  TX/HARRIS
 AW1714  USGS QUAD   -  PASADENA (1995)
 AW1714
 AW1714                         *CURRENT SURVEY CONTROL
 AW1714  ___________________________________________________________________
 AW1714* NAD 83(1986)-  29 42 48.     (N)    095 11 15.     (W)     SCALED    
 AW1714* NAVD 88     -         7.491  (meters)      24.58   (feet)  ADJUSTED  
 AW1714  ___________________________________________________________________
 AW1714  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1714  DYNAMIC HT  -           7.480 (meters)      24.54  (feet)  COMP
 AW1714  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 AW1714  OBS GRAVITY -     979,287.3   (mgal)                       GRAV_OBS
 AW1714
 AW1714  VERT ORDER  -  FIRST     CLASS I
 AW1714
 AW1714.The horizontal coordinates were scaled from a topographic map and have
 AW1714.an estimated accuracy of +/- 6 seconds.
 AW1714
 AW1714.The orthometric height was determined by differential leveling
 AW1714.and adjusted by the National Geodetic Survey in June 1991..
 AW1714
 AW1714.The geoid height was determined by GEOID03.
 AW1714
 AW1714.The dynamic height is computed by dividing the NAVD 88
 AW1714.geopotential number by the normal gravity value computed on the
 AW1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1714.degrees latitude (g = 980.6199 gals.).
 AW1714
 AW1714.The modeled gravity was interpolated from observed gravity values.
 AW1714.The observed gravity was obtained from relative gravimeter ties
 AW1714.to the IGSN71 gravity network.
 AW1714
 AW1714;                    North         East    Units  Estimated Accuracy
 AW1714;SPC TXSC     - 4,214,370.      968,800.      MT  (+/- 180 meters Scaled)
 AW1714
 AW1714                          SUPERSEDED SURVEY CONTROL
 AW1714
 AW1714  NGVD 29 (12/23/87)    7.487  (m)           24.56   (f) ADJUSTED    1 1
 AW1714
 AW1714.Superseded values are not recommended for survey control.
 AW1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1714.See file dsdata.txt to determine how the superseded data were derived.
 AW1714
 AW1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN883890(NAD 83)
 AW1714_MARKER: DB = BENCH MARK DISK
 AW1714_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1714+WITH SETTING: PAVEMENT
 AW1714_SP_SET: POWER LINE TOWER FOOTING
 AW1714_STAMPING: Q 1205 1973
 AW1714_MARK LOGO: NGS   
 AW1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1714+STABILITY: SURFACE MOTION
 AW1714
 AW1714  HISTORY     - Date     Condition        Report By
 AW1714  HISTORY     - 1973     MONUMENTED       NGS
 AW1714  HISTORY     - 1976     GOOD             NGS
 AW1714  HISTORY     - 1978     GOOD             NGS
 AW1714  HISTORY     - 1978     GOOD             DOD
 AW1714  HISTORY     - 1983     GOOD             NGS
 AW1714  HISTORY     - 1986     GOOD             NGS
 AW1714  HISTORY     - 1987     GOOD             USPSQD
 AW1714  HISTORY     - 1987     GOOD             USPSQD
 AW1714  HISTORY     - 1987     GOOD             USPSQD
 AW1714  HISTORY     - 1987     GOOD             USPSQD
 AW1714  HISTORY     - 1987     GOOD             USPSQD
 AW1714  HISTORY     - 1987     GOOD             USPSQD
 AW1714  HISTORY     - 1987     GOOD             USPSQD
 AW1714  HISTORY     - 1987     GOOD             USPSQD
 AW1714  HISTORY     - 1987     GOOD             USPSQD
 AW1714  HISTORY     - 1987     GOOD             USPSQD
 AW1714  HISTORY     - 1987     GOOD             USPSQD
 AW1714  HISTORY     - 1988     GOOD             USPSQD
 AW1714  HISTORY     - 1988     GOOD             USPSQD
 AW1714  HISTORY     - 1988     GOOD             USPSQD
 AW1714  HISTORY     - 1988     GOOD             USPSQD
 AW1714  HISTORY     - 1988     GOOD             USPSQD
 AW1714  HISTORY     - 1988     GOOD             USPSQD
 AW1714  HISTORY     - 1988     GOOD             USPSQD
 AW1714  HISTORY     - 1988     GOOD             USPSQD
 AW1714  HISTORY     - 1989     GOOD             USPSQD
 AW1714  HISTORY     - 1989     GOOD             USPSQD
 AW1714  HISTORY     - 1989     GOOD             USPSQD
 AW1714  HISTORY     - 1990     GOOD             USPSQD
 AW1714  HISTORY     - 1990     GOOD             USPSQD
 AW1714  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW1714  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW1714  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1714  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW1714
 AW1714                          STATION DESCRIPTION
 AW1714
 AW1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1714'2 MI E FROM PASADENA.
 AW1714'ABOUT 2 MILES EAST ALONG THE PASADENA FWY. FROM THE SOUTH RICHEY ST.
 AW1714'OVERPASS AT PASADENA ON THE NORTH SIDE OF THE FREEWAY, ABOUT 145 FEET
 AW1714'EAST OF THE CENTER LINE OF JACKSTON ST. LEADING NORTH, 150 FEET NORTH
 AW1714'OF THE CENTER LINE OF THE PRESENT LOCATION OF STATE HWY. 225
 AW1714'(PRESENTLY UNDER CONSTRUCTION FOR FREEWAY), 45 FEET NORTHWEST OF THE
 AW1714'WEST END OF THE NORTH CONCRETE BANNISTER OF A BRIDGE OVER AN ACCESS
 AW1714'ROAD, ALSO UNDER CONSTRUCTION, 26 1/2 FEET NORTH OF A FENCE, SET IN
 AW1714'THE TOP OF THE SOUTHWEST CONCRETE FOOTING OF A STEEL POWER LINE TOWER,
 AW1714'AND ABOUT 1.2 FEET ABOVE THE LEVEL OF THE GROUND.
 AW1714
 AW1714                          STATION RECOVERY (1976)
 AW1714
 AW1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1978)
 AW1714
 AW1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1978)
 AW1714
 AW1714'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1983)
 AW1714
 AW1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1986)
 AW1714
 AW1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1714'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1714'EXCEPT JACKSTON STREET IS NOW DAVISON STREET.
 AW1714
 AW1714                          STATION RECOVERY (1987)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1987)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1987)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1987)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1987)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1987)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1987)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1987)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1987)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1987)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1987)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1988)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1988)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1988)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCA)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1988)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1988)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1988)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1988)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1988)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1989)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1989)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1989)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1990)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1990)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1714'RECOVERED IN GOOD CONDITION.
 AW1714
 AW1714                          STATION RECOVERY (1998)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1714'MARK NOT FOUND.
 AW1714
 AW1714                          STATION RECOVERY (1999)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1714'MARK NOT FOUND.
 AW1714
 AW1714                          STATION RECOVERY (2001)
 AW1714
 AW1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1714'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1714
 AW1714                          STATION RECOVERY (2004)
 AW1714
 AW1714'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1167 ***********************************************************************
 AW1167  DESIGNATION -  Q 1206
 AW1167  PID         -  AW1167
 AW1167  STATE/COUNTY-  TX/BRAZORIA
 AW1167  USGS QUAD   -  DANBURY (1974)
 AW1167
 AW1167                         *CURRENT SURVEY CONTROL
 AW1167  ___________________________________________________________________
 AW1167* NAD 83(1986)-  29 12 05.     (N)    095 22 25.     (W)     SCALED    
 AW1167* NAVD 88     -         7.10   (+/-2cm)      23.3    (feet)  VERTCON   
 AW1167  ___________________________________________________________________
 AW1167  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW1167
 AW1167  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1167
 AW1167.The horizontal coordinates were scaled from a topographic map and have
 AW1167.an estimated accuracy of +/- 6 seconds.
 AW1167
 AW1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1167.The vertical order pertains to the NGVD 29 superseded value.
 AW1167
 AW1167.The geoid height was determined by GEOID03.
 AW1167
 AW1167;                    North         East    Units  Estimated Accuracy
 AW1167;SPC TXSC     - 4,157,080.      952,560.      MT  (+/- 180 meters Scaled)
 AW1167
 AW1167                          SUPERSEDED SURVEY CONTROL
 AW1167
 AW1167  NGVD 29 (??/??/92)    7.108  (m)           23.32   (f) ADJ UNCH    1 1
 AW1167
 AW1167.Superseded values are not recommended for survey control.
 AW1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1167.See file dsdata.txt to determine how the superseded data were derived.
 AW1167
 AW1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN692326(NAD 83)
 AW1167_MARKER: DB = BENCH MARK DISK
 AW1167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1167_SP_SET: ABUTMENT
 AW1167_STAMPING: Q 1206 1973
 AW1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1167
 AW1167  HISTORY     - Date     Condition        Report By
 AW1167  HISTORY     - 1973     MONUMENTED       NGS
 AW1167  HISTORY     - 1978     GOOD             NGS
 AW1167  HISTORY     - 1987     GOOD             USPSQD
 AW1167  HISTORY     - 1991     GOOD             USPSQD
 AW1167
 AW1167                          STATION DESCRIPTION
 AW1167
 AW1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1167'4.7 MI NE FROM ANGLETON.
 AW1167'4.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1167'STATION AT ANGLETON, 4 POLES SOUTHWEST OF MILEPOLE 325, IN THE TOP AND
 AW1167'0.9 FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 AW1167'ABUTMENT OF BRIDGE 324.9, 6.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AW1167'AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 AW1167
 AW1167                          STATION RECOVERY (1978)
 AW1167
 AW1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1167'RECOVERED IN GOOD CONDITION.
 AW1167
 AW1167                          STATION RECOVERY (1987)
 AW1167
 AW1167'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1167'RECOVERED IN GOOD CONDITION.
 AW1167
 AW1167                          STATION RECOVERY (1991)
 AW1167
 AW1167'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1196 ***********************************************************************
 AW1196  DESIGNATION -  Q 1207
 AW1196  PID         -  AW1196
 AW1196  STATE/COUNTY-  TX/BRAZORIA
 AW1196  USGS QUAD   -  SWEENY (1972)
 AW1196
 AW1196                         *CURRENT SURVEY CONTROL
 AW1196  ___________________________________________________________________
 AW1196* NAD 83(1986)-  29 02 19.     (N)    095 40 30.     (W)     SCALED    
 AW1196* NAVD 88     -         7.31   (+/-2cm)      24.0    (feet)  VERTCON   
 AW1196  ___________________________________________________________________
 AW1196  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW1196  OBS GRAVITY -     979,245.6   (mgal)                       GRAV_OBS
 AW1196
 AW1196  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1196
 AW1196.The horizontal coordinates were scaled from a topographic map and have
 AW1196.an estimated accuracy of +/- 6 seconds.
 AW1196
 AW1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1196.The vertical order pertains to the NGVD 29 superseded value.
 AW1196
 AW1196.The geoid height was determined by GEOID03.
 AW1196.The observed gravity was obtained from relative gravimeter ties
 AW1196.to the IGSN71 gravity network.
 AW1196
 AW1196;                    North         East    Units  Estimated Accuracy
 AW1196;SPC TXSC     - 4,138,180.      923,780.      MT  (+/- 180 meters Scaled)
 AW1196
 AW1196                          SUPERSEDED SURVEY CONTROL
 AW1196
 AW1196  NGVD 29 (??/??/92)    7.329  (m)           24.05   (f) ADJ UNCH    1 1
 AW1196
 AW1196.Superseded values are not recommended for survey control.
 AW1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1196.See file dsdata.txt to determine how the superseded data were derived.
 AW1196
 AW1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN395152(NAD 83)
 AW1196_MARKER: DB = BENCH MARK DISK
 AW1196_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1196_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1196_STAMPING: Q 1207 1972
 AW1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1196
 AW1196  HISTORY     - Date     Condition        Report By
 AW1196  HISTORY     - 1972     MONUMENTED       NGS
 AW1196  HISTORY     - 1973     GOOD             NGS
 AW1196  HISTORY     - 1978     GOOD             NGS
 AW1196  HISTORY     - 1988     POOR             USPSQD
 AW1196
 AW1196                          STATION DESCRIPTION
 AW1196
 AW1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1196'1.4 MI E FROM SWEENY.
 AW1196'1.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW1196'SWEENY, 34.0 FEET SOUTH OF THE SOUTH RAIL, 29 FEET NORTH OF THE CENTER
 AW1196'LINE OF A PAVED ROAD, 78 FEET NORTHEAST OF THE NORTHEAST END OF A
 AW1196'WOODEN CULVERT UNDER THE PAVED ROAD, 1 1/2 FEET EAST OF A TELEPHONE
 AW1196'POLE, 2 1/2 FEET SOUTH OF THE LAST FENCE POST IN A FENCE LINE, 1.0
 AW1196'FOOT WEST OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW1196'COATED ROD WHICH IS 4 FEET LONG WITH A METAL BASE PLATE AND PROTECTED
 AW1196'BY A 4-INCH PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AW1196
 AW1196                          STATION RECOVERY (1978)
 AW1196
 AW1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1196'RECOVERED IN GOOD CONDITION.
 AW1196
 AW1196                          STATION RECOVERY (1988)
 AW1196
 AW1196'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1196'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1092 ***********************************************************************
 AW1092  DESIGNATION -  Q 1208
 AW1092  PID         -  AW1092
 AW1092  STATE/COUNTY-  TX/HARRIS
 AW1092  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1092
 AW1092                         *CURRENT SURVEY CONTROL
 AW1092  ___________________________________________________________________
 AW1092* NAD 83(1986)-  29 32 56.     (N)    095 07 44.     (W)     SCALED    
 AW1092* NAVD 88     -         7.955  (meters)      26.10   (feet)  ADJUSTED  
 AW1092  ___________________________________________________________________
 AW1092  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1092  DYNAMIC HT  -           7.944 (meters)      26.06  (feet)  COMP
 AW1092  MODELED GRAV-     979,272.4   (mgal)                       NAVD 88
 AW1092  OBS GRAVITY -     979,273.6   (mgal)                       GRAV_OBS
 AW1092
 AW1092  VERT ORDER  -  FIRST     CLASS I
 AW1092
 AW1092.The horizontal coordinates were scaled from a topographic map and have
 AW1092.an estimated accuracy of +/- 6 seconds.
 AW1092
 AW1092.The orthometric height was determined by differential leveling
 AW1092.and adjusted by the National Geodetic Survey in June 1991..
 AW1092
 AW1092.The geoid height was determined by GEOID03.
 AW1092
 AW1092.The dynamic height is computed by dividing the NAVD 88
 AW1092.geopotential number by the normal gravity value computed on the
 AW1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1092.degrees latitude (g = 980.6199 gals.).
 AW1092
 AW1092.The modeled gravity was interpolated from observed gravity values.
 AW1092.The observed gravity was obtained from relative gravimeter ties
 AW1092.to the IGSN71 gravity network.
 AW1092
 AW1092;                    North         East    Units  Estimated Accuracy
 AW1092;SPC TXSC     - 4,196,340.      975,070.      MT  (+/- 180 meters Scaled)
 AW1092
 AW1092                          SUPERSEDED SURVEY CONTROL
 AW1092
 AW1092  NGVD 29 (12/23/87)    7.951  (m)           26.09   (f) ADJUSTED    1 1
 AW1092
 AW1092.Superseded values are not recommended for survey control.
 AW1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1092.See file dsdata.txt to determine how the superseded data were derived.
 AW1092
 AW1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN937706(NAD 83)
 AW1092_MARKER: DB = BENCH MARK DISK
 AW1092_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1092_SP_SET: HEADWALL
 AW1092_STAMPING: Q 1208 1973
 AW1092_MARK LOGO: NGS   
 AW1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1092+STABILITY: SURFACE MOTION
 AW1092
 AW1092  HISTORY     - Date     Condition        Report By
 AW1092  HISTORY     - 1973     MONUMENTED       NGS
 AW1092  HISTORY     - 1976     GOOD             NGS
 AW1092  HISTORY     - 1976     GOOD             NGS
 AW1092  HISTORY     - 1978     GOOD             DOD
 AW1092  HISTORY     - 1978     GOOD             NGS
 AW1092  HISTORY     - 1983     GOOD             NGS
 AW1092  HISTORY     - 1987     GOOD             USPSQD
 AW1092  HISTORY     - 1987     POOR             USPSQD
 AW1092  HISTORY     - 1987     GOOD             USPSQD
 AW1092  HISTORY     - 1987     GOOD             USPSQD
 AW1092  HISTORY     - 1987     GOOD             USPSQD
 AW1092  HISTORY     - 1987     GOOD             USPSQD
 AW1092  HISTORY     - 1987     GOOD             USPSQD
 AW1092  HISTORY     - 1987     GOOD             USPSQD
 AW1092  HISTORY     - 1987     GOOD             USPSQD
 AW1092  HISTORY     - 1987     GOOD             USPSQD
 AW1092  HISTORY     - 1987     GOOD             NGS
 AW1092  HISTORY     - 1988     GOOD             USPSQD
 AW1092  HISTORY     - 1988     GOOD             USPSQD
 AW1092  HISTORY     - 1988     GOOD             USPSQD
 AW1092  HISTORY     - 1988     GOOD             USPSQD
 AW1092  HISTORY     - 1988     GOOD             USPSQD
 AW1092  HISTORY     - 1989     GOOD             USPSQD
 AW1092  HISTORY     - 1989     GOOD             USPSQD
 AW1092  HISTORY     - 1989     GOOD             USPSQD
 AW1092  HISTORY     - 1989     GOOD             USPSQD
 AW1092  HISTORY     - 1989     GOOD             USPSQD
 AW1092  HISTORY     - 1989     GOOD             USPSQD
 AW1092  HISTORY     - 1989     GOOD             USPSQD
 AW1092  HISTORY     - 1989     GOOD             USPSQD
 AW1092  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1092  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1092
 AW1092                          STATION DESCRIPTION
 AW1092
 AW1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1092'1.0 MI NW FROM WEBSTER.
 AW1092'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF NASA 1
 AW1092'HIGHWAY AT WEBSTER, AT THE INTERSECTION OF BAY AREA BOULEVARD, SET IN
 AW1092'THE TOP AND 0.7 FOOT NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 AW1092'MOST BRIDGE LEADING TO A GAS STATION, 72 FEET SOUTHWEST OF THE CENTER
 AW1092'LINE OF THE HIGHWAY, 73.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW1092'BOULEVARD, 29.5 FEET NORTH OF A POWER POLE, AND ABOUT LEVEL WITH THE
 AW1092'HIGHWAY.
 AW1092
 AW1092                          STATION RECOVERY (1976)
 AW1092
 AW1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1976)
 AW1092
 AW1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1978)
 AW1092
 AW1092'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1978)
 AW1092
 AW1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1983)
 AW1092
 AW1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1987)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1987)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1092'MARK RECOVERED IN POOR CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1987)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1987)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1987)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1987)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1987)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1987)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1987)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1987)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1987)
 AW1092
 AW1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1092'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD-- 8.0 M
 AW1092'(26.2 FT) SOUTH OF THE CENTER OF THE MOST SOUTHERLY DRIVEWAY LEADING
 AW1092'TO A SHELL STATION.
 AW1092
 AW1092                          STATION RECOVERY (1988)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1988)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1988)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1988)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1988)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1989)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1989)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1989)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1989)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLS)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1989)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1989)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1989)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1989)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1092'RECOVERED IN GOOD CONDITION.
 AW1092
 AW1092                          STATION RECOVERY (1997)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1092'MARK NOT FOUND.
 AW1092
 AW1092                          STATION RECOVERY (1999)
 AW1092
 AW1092'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0057 ***********************************************************************
 AW0057  DESIGNATION -  Q 1209
 AW0057  PID         -  AW0057
 AW0057  STATE/COUNTY-  TX/BRAZORIA
 AW0057  USGS QUAD   -  OYSTER CREEK (1974)
 AW0057
 AW0057                         *CURRENT SURVEY CONTROL
 AW0057  ___________________________________________________________________
 AW0057* NAD 83(1986)-  29 01 25.     (N)    095 19 43.     (W)     SCALED    
 AW0057* NAVD 88     -         2.18   (+/-2cm)       7.2    (feet)  VERTCON   
 AW0057  ___________________________________________________________________
 AW0057  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AW0057
 AW0057  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0057
 AW0057.The horizontal coordinates were scaled from a topographic map and have
 AW0057.an estimated accuracy of +/- 6 seconds.
 AW0057
 AW0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0057.The vertical order pertains to the NGVD 29 superseded value.
 AW0057
 AW0057.The geoid height was determined by GEOID03.
 AW0057
 AW0057;                    North         East    Units  Estimated Accuracy
 AW0057;SPC TXSC     - 4,137,530.      957,550.      MT  (+/- 180 meters Scaled)
 AW0057
 AW0057                          SUPERSEDED SURVEY CONTROL
 AW0057
 AW0057  NGVD 29 (??/??/92)    2.197  (m)            7.21   (f) ADJ UNCH    1 1
 AW0057
 AW0057.Superseded values are not recommended for survey control.
 AW0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0057.See file dsdata.txt to determine how the superseded data were derived.
 AW0057
 AW0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN732128(NAD 83)
 AW0057_MARKER: DB = BENCH MARK DISK
 AW0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0057_SP_SET: CULVERT
 AW0057_STAMPING: Q 1209 1973
 AW0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0057
 AW0057  HISTORY     - Date     Condition        Report By
 AW0057  HISTORY     - 1973     MONUMENTED       NGS
 AW0057  HISTORY     - 1978     GOOD             NGS
 AW0057  HISTORY     - 1988     GOOD             USPSQD
 AW0057  HISTORY     - 1990     GOOD             USPSQD
 AW0057  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0057  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0057
 AW0057                          STATION DESCRIPTION
 AW0057
 AW0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0057'4.9 MI NE FROM FREEPORT.
 AW0057'4.9 MILES NORTHEAST ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH
 AW0057'GULF BOULEVARD AT FREEPORT, AT THE JUNCTION OF COUNTY ROAD 792, IN THE
 AW0057'TOP AND 0.8 SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A
 AW0057'4-FOOT CONCRETE BOX CULVERT, 28 1/2 FEET EAST OF THE CENTER LINE OF
 AW0057'THE ROAD, 133 FEET NORTH OF THE CENTER LINE OF THE COUNTY ROAD, AND
 AW0057'ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW0057
 AW0057                          STATION RECOVERY (1978)
 AW0057
 AW0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0057'RECOVERED IN GOOD CONDITION.
 AW0057
 AW0057                          STATION RECOVERY (1988)
 AW0057
 AW0057'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0057'RECOVERED IN GOOD CONDITION.
 AW0057
 AW0057                          STATION RECOVERY (1990)
 AW0057
 AW0057'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0057'RECOVERED IN GOOD CONDITION.
 AW0057
 AW0057                          STATION RECOVERY (2003)
 AW0057
 AW0057'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AW0057'MARK NOT FOUND.
 AW0057
 AW0057                          STATION RECOVERY (2004)
 AW0057
 AW0057'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1291 ***********************************************************************
 AX1291  DESIGNATION -  Q 121
 AX1291  PID         -  AX1291
 AX1291  STATE/COUNTY-  TX/LAVACA
 AX1291  USGS QUAD   -  MOULTON (1981)
 AX1291
 AX1291                         *CURRENT SURVEY CONTROL
 AX1291  ___________________________________________________________________
 AX1291* NAD 83(1986)-  29 35 20.     (N)    097 08 41.     (W)     SCALED    
 AX1291* NAVD 88     -       116.69   (+/-2cm)     382.8    (feet)  VERTCON   
 AX1291  ___________________________________________________________________
 AX1291  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX1291
 AX1291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1291
 AX1291.The horizontal coordinates were scaled from a topographic map and have
 AX1291.an estimated accuracy of +/- 6 seconds.
 AX1291
 AX1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1291.The vertical order pertains to the NGVD 29 superseded value.
 AX1291
 AX1291.The geoid height was determined by GEOID03.
 AX1291
 AX1291;                    North         East    Units  Estimated Accuracy
 AX1291;SPC TXSC     - 4,195,990.      779,710.      MT  (+/- 180 meters Scaled)
 AX1291
 AX1291                          SUPERSEDED SURVEY CONTROL
 AX1291
 AX1291  NGVD 29 (??/??/92)  116.652  (m)          382.72   (f) ADJ UNCH    2 0
 AX1291
 AX1291.Superseded values are not recommended for survey control.
 AX1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1291.See file dsdata.txt to determine how the superseded data were derived.
 AX1291
 AX1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT796746(NAD 83)
 AX1291_MARKER: DB = BENCH MARK DISK
 AX1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1291_STAMPING: Q-121 1933
 AX1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1291+STABILITY: SURFACE MOTION
 AX1291
 AX1291  HISTORY     - Date     Condition        Report By
 AX1291  HISTORY     - 1933     MONUMENTED       CGS
 AX1291
 AX1291                          STATION DESCRIPTION
 AX1291
 AX1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1291'0.9 MI N FROM MOULTON.
 AX1291'ALONG THE TEXAS AND NEW ORLEANS R.R. 2 POLES NORTH OF M.P. 22 AT
 AX1291'PRIVATE CROSSING, IN THE FENCE CORNER ON THE NORTH SIDE OF THE ROAD
 AX1291'AND 46 FT. EAST OF THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0488 ***********************************************************************
 AW0488  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0488  DESIGNATION -  Q 1210
 AW0488  PID         -  AW0488
 AW0488  STATE/COUNTY-  TX/GALVESTON
 AW0488  USGS QUAD   -  HITCHCOCK (1974)
 AW0488
 AW0488                         *CURRENT SURVEY CONTROL
 AW0488  ___________________________________________________________________
 AW0488* NAD 83(1993)-  29 22 23.02509(N)    095 05 22.64885(W)     ADJUSTED  
 AW0488* NAVD 88     -         6.87   (meters)      22.5    (feet)  GPS OBS   
 AW0488  ___________________________________________________________________
 AW0488  X           -    -493,485.109 (meters)                     COMP
 AW0488  Y           -  -5,540,723.712 (meters)                     COMP
 AW0488  Z           -   3,109,991.279 (meters)                     COMP
 AW0488  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW0488  ELLIP HEIGHT-         -19.92  (meters)          (02/14/02) GPS OBS
 AW0488  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW0488  DYNAMIC HT  -           6.86  (meters)      22.5   (feet)  COMP
 AW0488  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AW0488
 AW0488  HORZ ORDER  -  FIRST
 AW0488  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0488  ELLP ORDER  -  FOURTH    CLASS II
 AW0488
 AW0488.The horizontal coordinates were established by GPS observations
 AW0488.and adjusted by the National Geodetic Survey in December 2001..
 AW0488
 AW0488.The orthometric height was determined by GPS observations and a
 AW0488.high-resolution geoid model using precise GPS observation and
 AW0488.processing techniques. It supersedes the leveled height previously
 AW0488.determined for this station.
 AW0488.The vertical order pertains to the first NAVD 88 superseded value.
 AW0488
 AW0488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0488
 AW0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0488
 AW0488.The ellipsoidal height was determined by GPS observations
 AW0488.and is referenced to NAD 83.
 AW0488
 AW0488.The geoid height was determined by GEOID03.
 AW0488
 AW0488.The dynamic height is computed by dividing the NAVD 88
 AW0488.geopotential number by the normal gravity value computed on the
 AW0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0488.degrees latitude (g = 980.6199 gals.).
 AW0488
 AW0488.The modeled gravity was interpolated from observed gravity values.
 AW0488
 AW0488;                    North         East     Units Scale Factor Converg.
 AW0488;SPC TXSC     - 4,176,988.100   979,523.944   MT  0.99986346   +1 54 56.7
 AW0488;SPC TXSC     -13,704,001.79  3,213,654.81   sFT  0.99986346   +1 54 56.7
 AW0488;UTM  15      - 3,251,133.485   297,182.316   MT  1.00010760   -1 01 31.1
 AW0488
 AW0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0488!SPC TXSC     -   1.00000313  x   0.99986346  =   0.99986659
 AW0488!UTM  15      -   1.00000313  x   1.00010760  =   1.00011073
 AW0488
 AW0488|---------------------------------------------------------------------|
 AW0488| PID    Reference Object                     Distance      Geod. Az  |
 AW0488|                                                           dddmmss.s |
 AW0488| AW5706 HGCSD 59                             96.740 METERS 29314     |
 AW0488|---------------------------------------------------------------------|
 AW0488
 AW0488                          SUPERSEDED SURVEY CONTROL
 AW0488
 AW0488  ELLIP H (12/03/01)  -19.90   (m)                       GP(       ) 4 2
 AW0488  ELLIP H (10/25/00)  -19.93   (m)                       GP(       ) 4 1
 AW0488  NAD 83(1993)-  29 22 23.02674(N)    095 05 22.64814(W) AD(       ) 1
 AW0488  ELLIP H (10/17/96)  -19.80   (m)                       GP(       ) 3 1
 AW0488  NAVD 88 (06/15/91)    6.935  (m)           22.75   (f) ADJUSTED    1 1
 AW0488  NGVD 29 (12/23/87)    6.932  (m)           22.74   (f) ADJUSTED    1 1
 AW0488
 AW0488.Superseded values are not recommended for survey control.
 AW0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0488.See file dsdata.txt to determine how the superseded data were derived.
 AW0488
 AW0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9718251133(NAD 83)
 AW0488_MARKER: DB = BENCH MARK DISK
 AW0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0488_SP_SET: COPPER-CLAD STEEL ROD
 AW0488_STAMPING: Q 1210 1973
 AW0488_MARK LOGO: NGS   
 AW0488_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0488+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW0488
 AW0488  HISTORY     - Date     Condition        Report By
 AW0488  HISTORY     - 1973     MONUMENTED       NGS
 AW0488  HISTORY     - 1978     GOOD             NGS
 AW0488  HISTORY     - 1987     GOOD             USPSQD
 AW0488  HISTORY     - 1987     GOOD             USPSQD
 AW0488  HISTORY     - 1987     POOR             USPSQD
 AW0488  HISTORY     - 1987     GOOD             USPSQD
 AW0488  HISTORY     - 1987     GOOD             USPSQD
 AW0488  HISTORY     - 1987     GOOD             USPSQD
 AW0488  HISTORY     - 1987     GOOD             NGS
 AW0488  HISTORY     - 1988     GOOD             USPSQD
 AW0488  HISTORY     - 1988     GOOD             USPSQD
 AW0488  HISTORY     - 1988     GOOD             USPSQD
 AW0488  HISTORY     - 1988     POOR             USPSQD
 AW0488  HISTORY     - 1988     GOOD             USPSQD
 AW0488  HISTORY     - 1988     GOOD             USPSQD
 AW0488  HISTORY     - 1988     GOOD             USPSQD
 AW0488  HISTORY     - 1988     GOOD             USPSQD
 AW0488  HISTORY     - 1988     GOOD             USPSQD
 AW0488  HISTORY     - 1988     GOOD             USPSQD
 AW0488  HISTORY     - 1988     GOOD             USPSQD
 AW0488  HISTORY     - 1989     GOOD             USPSQD
 AW0488  HISTORY     - 1989     GOOD             USPSQD
 AW0488  HISTORY     - 1990     GOOD             USPSQD
 AW0488  HISTORY     - 19940917 GOOD             USPSQD
 AW0488  HISTORY     - 19950414 GOOD             HGCSD
 AW0488  HISTORY     - 20040126 GOOD             USPSQD
 AW0488  HISTORY     - 20050202 GOOD             USPSQD
 AW0488  HISTORY     - 20060523 GOOD             USPSQD
 AW0488
 AW0488                          STATION DESCRIPTION
 AW0488
 AW0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0488'IN ALTA LOMA.
 AW0488'AT ALTA LOMA, ALONG STATE HIGHWAY 6, AT THE NORTHWEST CORNER OF THE
 AW0488'JUNCTION OF FARM ROAD 646, 43 FEET WEST OF THE CENTER LINE OF THE
 AW0488'ROAD, 59 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 AW0488'HIGHWAY, 9.0 FEET WEST OF THE CENTER OF THE NORTH END OF THE WEST ONE
 AW0488'OF TWO 24-INCH PIPE CULVERTS, 1 FOOT NORTHWEST OF A TELEPHONE POLE, 25
 AW0488'FEET NORTH-NORTHWEST OF A TELEPHONE POLE SUPPORTING A CABLE, 1.5 FEET
 AW0488'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND ROAD, A DISK
 AW0488'ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL
 AW0488'AT A DEPTH OF 32 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AW0488'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW0488
 AW0488                          STATION RECOVERY (1978)
 AW0488
 AW0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1987)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1987)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1987)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0488'MARK RECOVERED IN POOR CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1987)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1987)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1987 (KCS)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1987)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1987)
 AW0488
 AW0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0488'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW0488'ADD--7.92 METERS (26.0 FT) SOUTH OF A GUY WIRE ANCHOR, 0.30 METER (1.0
 AW0488'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A TELEPHONE JUNCTION BOX, AND
 AW0488'IS NOW INCLOSED IN A 5-INCH PVC PIPE PROJECTING 4 INCHES ABOVE THE
 AW0488'GROUND.
 AW0488
 AW0488                          STATION RECOVERY (1988)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1988)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1988)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1988)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0488'MARK RECOVERED IN POOR CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1988)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1988)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1988)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1988)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1988)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1988)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1988)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1989)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1989)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1990)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1994)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (1995)
 AW0488
 AW0488'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0488'RECOVERED AS DESCRIBED.
 AW0488
 AW0488                          STATION RECOVERY (2004)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (2005)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0488'RECOVERED IN GOOD CONDITION.
 AW0488
 AW0488                          STATION RECOVERY (2006)
 AW0488
 AW0488'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW0488'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2311 ***********************************************************************
 AW2311  DESIGNATION -  Q 1211
 AW2311  PID         -  AW2311
 AW2311  STATE/COUNTY-  TX/HARRIS
 AW2311  USGS QUAD   -  PARK PLACE (1995)
 AW2311
 AW2311                         *CURRENT SURVEY CONTROL
 AW2311  ___________________________________________________________________
 AW2311* NAD 83(1986)-  29 40 52.     (N)    095 21 48.     (W)     SCALED    
 AW2311* NAVD 88     -        14.444  (meters)      47.39   (feet)  ADJUSTED  
 AW2311  ___________________________________________________________________
 AW2311  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2311  DYNAMIC HT  -          14.424 (meters)      47.32  (feet)  COMP
 AW2311  MODELED GRAV-     979,279.0   (mgal)                       NAVD 88
 AW2311
 AW2311  VERT ORDER  -  FIRST     CLASS II
 AW2311
 AW2311.The horizontal coordinates were scaled from a topographic map and have
 AW2311.an estimated accuracy of +/- 6 seconds.
 AW2311
 AW2311.The orthometric height was determined by differential leveling
 AW2311.and adjusted by the National Geodetic Survey in June 1991..
 AW2311
 AW2311.The geoid height was determined by GEOID03.
 AW2311
 AW2311.The dynamic height is computed by dividing the NAVD 88
 AW2311.geopotential number by the normal gravity value computed on the
 AW2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2311.degrees latitude (g = 980.6199 gals.).
 AW2311
 AW2311.The modeled gravity was interpolated from observed gravity values.
 AW2311
 AW2311;                    North         East    Units  Estimated Accuracy
 AW2311;SPC TXSC     - 4,210,260.      951,910.      MT  (+/- 180 meters Scaled)
 AW2311
 AW2311                          SUPERSEDED SURVEY CONTROL
 AW2311
 AW2311  NGVD 29 (12/23/87)   14.440  (m)           47.38   (f) ADJUSTED    1 2
 AW2311
 AW2311.Superseded values are not recommended for survey control.
 AW2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2311.See file dsdata.txt to determine how the superseded data were derived.
 AW2311
 AW2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN713857(NAD 83)
 AW2311_MARKER: DB = BENCH MARK DISK
 AW2311_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2311_SP_SET: OVERPASS PIER
 AW2311_STAMPING: Q 1211 1973
 AW2311_MARK LOGO: NGS   
 AW2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2311
 AW2311  HISTORY     - Date     Condition        Report By
 AW2311  HISTORY     - 1973     MONUMENTED       NGS
 AW2311  HISTORY     - 1978     GOOD             NGS
 AW2311  HISTORY     - 1986     GOOD             NGS
 AW2311  HISTORY     - 1987     GOOD             USPSQD
 AW2311  HISTORY     - 1990     GOOD             USPSQD
 AW2311  HISTORY     - 19950624 GOOD             USPSQD
 AW2311  HISTORY     - 20040324 GOOD             USPSQD
 AW2311
 AW2311                          STATION DESCRIPTION
 AW2311
 AW2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2311'1.4 MI SW FROM HOUSTON.
 AW2311'1.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2311'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, 0.4 MILE SOUTHWEST OF
 AW2311'THE CROSSING OF CULLEN BOULEVARD, 1 1/2 POLES SOUTHWEST OF MILEPOLE 7,
 AW2311'AT INTERSTATE HIGHWAY 10 OVERPASS, SET VERTICALLY IN THE NORTHEAST
 AW2311'FACE OF THE NORTHEAST MOST CONCRETE PIER BETWEEN THE TRACKS, 9.5 FEET
 AW2311'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 9.8 FEET NORTHWEST
 AW2311'OF THE NORTHWEST RAIL OF A SIDE TRACK, 28.1 FEET SOUTHWEST OF BENCH
 AW2311'MARK 5454-0405 (C OF H), ABOUT 2 1/2 FEET HIGHER THAN THE TRACK, AND
 AW2311'3.0 FEET ABOVE THE GROUND.
 AW2311
 AW2311                          STATION RECOVERY (1978)
 AW2311
 AW2311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2311'RECOVERED IN GOOD CONDITION.
 AW2311
 AW2311                          STATION RECOVERY (1986)
 AW2311
 AW2311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2311'RECOVERED IN GOOD CONDITION.
 AW2311
 AW2311                          STATION RECOVERY (1987)
 AW2311
 AW2311'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2311'RECOVERED IN GOOD CONDITION.
 AW2311
 AW2311                          STATION RECOVERY (1990)
 AW2311
 AW2311'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2311'RECOVERED IN GOOD CONDITION.
 AW2311
 AW2311                          STATION RECOVERY (1995)
 AW2311
 AW2311'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2311'RECOVERED IN GOOD CONDITION.
 AW2311
 AW2311                          STATION RECOVERY (2004)
 AW2311
 AW2311'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4680 ***********************************************************************
 AW4680  DESIGNATION -  Q 1212
 AW4680  PID         -  AW4680
 AW4680  STATE/COUNTY-  TX/FORT BEND
 AW4680  USGS QUAD   -  RICHMOND NE (1980)
 AW4680
 AW4680                         *CURRENT SURVEY CONTROL
 AW4680  ___________________________________________________________________
 AW4680* NAD 83(1986)-  29 41 07.     (N)    095 50 35.     (W)     SCALED    
 AW4680* NAVD 88     -        37.474  (meters)     122.95   (feet)  ADJUSTED  
 AW4680  ___________________________________________________________________
 AW4680  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW4680  DYNAMIC HT  -          37.423 (meters)     122.78  (feet)  COMP
 AW4680  MODELED GRAV-     979,270.8   (mgal)                       NAVD 88
 AW4680
 AW4680  VERT ORDER  -  FIRST     CLASS II
 AW4680
 AW4680.The horizontal coordinates were scaled from a topographic map and have
 AW4680.an estimated accuracy of +/- 6 seconds.
 AW4680
 AW4680.The orthometric height was determined by differential leveling
 AW4680.and adjusted by the National Geodetic Survey in June 1991..
 AW4680
 AW4680.The geoid height was determined by GEOID03.
 AW4680
 AW4680.The dynamic height is computed by dividing the NAVD 88
 AW4680.geopotential number by the normal gravity value computed on the
 AW4680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4680.degrees latitude (g = 980.6199 gals.).
 AW4680
 AW4680.The modeled gravity was interpolated from observed gravity values.
 AW4680
 AW4680;                    North         East    Units  Estimated Accuracy
 AW4680;SPC TXSC     - 4,209,370.      905,490.      MT  (+/- 180 meters Scaled)
 AW4680
 AW4680                          SUPERSEDED SURVEY CONTROL
 AW4680
 AW4680  NGVD 29 (12/23/87)   37.467  (m)          122.92   (f) ADJUSTED    1 2
 AW4680
 AW4680.Superseded values are not recommended for survey control.
 AW4680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4680.See file dsdata.txt to determine how the superseded data were derived.
 AW4680
 AW4680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN248872(NAD 83)
 AW4680_MARKER: DB = BENCH MARK DISK
 AW4680_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4680_SP_SET: CULVERT HEADWALL
 AW4680_STAMPING: Q 1212 1973
 AW4680_MARK LOGO: NGS   
 AW4680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4680+STABILITY: SURFACE MOTION
 AW4680
 AW4680  HISTORY     - Date     Condition        Report By
 AW4680  HISTORY     - 1973     MONUMENTED       NGS
 AW4680  HISTORY     - 1986     GOOD             NGS
 AW4680  HISTORY     - 1990     GOOD             USPSQD
 AW4680  HISTORY     - 19950108 GOOD             USPSQD
 AW4680
 AW4680                          STATION DESCRIPTION
 AW4680
 AW4680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4680'9.9 MI N FROM ROSENBERG.
 AW4680'0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4680'THE STATION AT ROSENBERG, THENCE 4.95 MILES NORTH ALONG FARM ROAD 723,
 AW4680'THENCE 4.7 MILES NORTH ALONG FARM ROAD 359, 8.05 MILES SOUTH OF KATY,
 AW4680'ABOUT 200 FEET EAST OF THE CENTER OF A CURVE, IN THE TOP AND 1.0 FOOT
 AW4680'EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CONCRETE BOX
 AW4680'CULVERT, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 AW4680'WITH THE ROAD.
 AW4680
 AW4680                          STATION RECOVERY (1986)
 AW4680
 AW4680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4680'RECOVERED IN GOOD CONDITION.
 AW4680
 AW4680                          STATION RECOVERY (1990)
 AW4680
 AW4680'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4680'RECOVERED IN GOOD CONDITION.
 AW4680
 AW4680                          STATION RECOVERY (1995)
 AW4680
 AW4680'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4223 ***********************************************************************
 AW4223  DESIGNATION -  Q 1213
 AW4223  PID         -  AW4223
 AW4223  STATE/COUNTY-  TX/FORT BEND
 AW4223  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4223
 AW4223                         *CURRENT SURVEY CONTROL
 AW4223  ___________________________________________________________________
 AW4223* NAD 83(1986)-  29 23 27.     (N)    095 43 57.     (W)     SCALED    
 AW4223* NAVD 88     -        23.12   (+/-2cm)      75.9    (feet)  VERTCON   
 AW4223  ___________________________________________________________________
 AW4223  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW4223
 AW4223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4223
 AW4223.The horizontal coordinates were scaled from a topographic map and have
 AW4223.an estimated accuracy of +/- 6 seconds.
 AW4223
 AW4223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4223.The vertical order pertains to the NGVD 29 superseded value.
 AW4223
 AW4223.The geoid height was determined by GEOID03.
 AW4223
 AW4223;                    North         East    Units  Estimated Accuracy
 AW4223;SPC TXSC     - 4,177,040.      917,090.      MT  (+/- 180 meters Scaled)
 AW4223
 AW4223                          SUPERSEDED SURVEY CONTROL
 AW4223
 AW4223  NGVD 29 (??/??/92)   23.121  (m)           75.86   (f) ADJ UNCH    2 0
 AW4223
 AW4223.Superseded values are not recommended for survey control.
 AW4223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4223.See file dsdata.txt to determine how the superseded data were derived.
 AW4223
 AW4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN348543(NAD 83)
 AW4223_MARKER: DB = BENCH MARK DISK
 AW4223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4223_STAMPING: Q 1213 1973
 AW4223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4223
 AW4223  HISTORY     - Date     Condition        Report By
 AW4223  HISTORY     - 1973     MONUMENTED       NGS
 AW4223  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW4223  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4223  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4223  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4223  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4223  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4223
 AW4223                          STATION DESCRIPTION
 AW4223
 AW4223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4223'3.9 MI NE FROM GUY.
 AW4223'3.9 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4223'HIGHWAY 36 AT GUY, AT LONG POINT, 0.05 MILE SOUTHEAST OF THE JUNCTION
 AW4223'OF FARM ROAD 361 NORTHWEST, AT THE JUNCTION OF DAVIS ESTATE ROAD AND
 AW4223'THE CROSSING OF THE ATCHISON, TOPEKA AND SANTE FE RAILWAY, 1 POLE
 AW4223'NORTHWEST OF A RIGHT-ANGLE-TURN IN A POWER LINE, 29 FEET NORTHEAST OF
 AW4223'THE CENTER LINE OF FARM ROAD 1994, 47 FEET NORTHWEST OF THE CENTER
 AW4223'LINE OF DAVIS ESTATE ROAD, 28.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AW4223'1 1/2 FEET SOUTHEAST OF A POWER POLE, 1.2 FEET NORTHWEST OF A WITNESS
 AW4223'POST, ABOUT LEVEL WITH THE ROAD AND TRACK, A DISK ON THE TOP OF A
 AW4223'5/8-INCH COPPER COATED ROD WHICH IS 4-FEET LONG WITH A BASE PLATE
 AW4223'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN ANIRON PIPE
 AW4223'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW4223
 AW4223                          STATION RECOVERY (1986)
 AW4223
 AW4223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4223'NOT RECOVERED.
 AW4223
 AW4223                          STATION RECOVERY (1988)
 AW4223
 AW4223'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4223'MARK NOT FOUND.
 AW4223
 AW4223                          STATION RECOVERY (1989)
 AW4223
 AW4223'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4223'MARK NOT FOUND.
 AW4223
 AW4223                          STATION RECOVERY (1996)
 AW4223
 AW4223'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4223'MARK NOT FOUND.
 AW4223
 AW4223                          STATION RECOVERY (1998)
 AW4223
 AW4223'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4223'MARK NOT FOUND.
 AW4223
 AW4223                          STATION RECOVERY (1998)
 AW4223
 AW4223'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2041 ***********************************************************************
 AW2041  HT_MOD      -  This is a Height Modernization Survey Station.
 AW2041  DESIGNATION -  Q 1214
 AW2041  PID         -  AW2041
 AW2041  STATE/COUNTY-  TX/FORT BEND
 AW2041  USGS QUAD   -  ALMEDA (1995)
 AW2041
 AW2041                         *CURRENT SURVEY CONTROL
 AW2041  ___________________________________________________________________
 AW2041* NAD 83(1993)-  29 34 21.44430(N)    095 26 08.62600(W)     ADJUSTED  
 AW2041* NAVD 88     -        19.02   (meters)      62.4    (feet)  GPS OBS   
 AW2041  ___________________________________________________________________
 AW2041  X           -    -525,915.582 (meters)                     COMP
 AW2041  Y           -  -5,526,817.552 (meters)                     COMP
 AW2041  Z           -   3,129,254.503 (meters)                     COMP
 AW2041  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW2041  ELLIP HEIGHT-          -8.12  (meters)          (12/03/01) GPS OBS
 AW2041  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2041  DYNAMIC HT  -          18.99  (meters)      62.3   (feet)  COMP
 AW2041  MODELED GRAV-     979,271.7   (mgal)                       NAVD 88
 AW2041
 AW2041  HORZ ORDER  -  FIRST
 AW2041  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2041  ELLP ORDER  -  FOURTH    CLASS II
 AW2041
 AW2041.The horizontal coordinates were established by GPS observations
 AW2041.and adjusted by the National Geodetic Survey in December 2001..
 AW2041
 AW2041.The orthometric height was determined by GPS observations and a
 AW2041.high-resolution geoid model using precise GPS observation and
 AW2041.processing techniques. It supersedes the leveled height previously
 AW2041.determined for this station.
 AW2041.WARNING-GPS observations at this control monument resulted in a GPS
 AW2041.derived orthometric height which differed from the leveled height by
 AW2041.more than one decimeter (0.1 meter).
 AW2041.The vertical order pertains to the first NAVD 88 superseded value.
 AW2041
 AW2041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2041
 AW2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2041
 AW2041.The ellipsoidal height was determined by GPS observations
 AW2041.and is referenced to NAD 83.
 AW2041
 AW2041.The geoid height was determined by GEOID03.
 AW2041
 AW2041.The dynamic height is computed by dividing the NAVD 88
 AW2041.geopotential number by the normal gravity value computed on the
 AW2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2041.degrees latitude (g = 980.6199 gals.).
 AW2041
 AW2041.The modeled gravity was interpolated from observed gravity values.
 AW2041
 AW2041;                    North         East     Units Scale Factor Converg.
 AW2041;SPC TXSC     - 4,198,021.453   945,269.484   MT  0.99987182   +1 44 46.3
 AW2041;SPC TXSC     -13,773,008.72  3,101,271.63   sFT  0.99987182   +1 44 46.3
 AW2041;UTM  15      - 3,273,906.302   264,042.756   MT  1.00028702   -1 12 09.6
 AW2041
 AW2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2041!SPC TXSC     -   1.00000128  x   0.99987182  =   0.99987310
 AW2041!UTM  15      -   1.00000128  x   1.00028702  =   1.00028830
 AW2041
 AW2041                          SUPERSEDED SURVEY CONTROL
 AW2041
 AW2041  ELLIP H (10/25/00)   -8.06   (m)                       GP(       ) 4 1
 AW2041  NAD 83(1993)-  29 34 21.44569(N)    095 26 08.62454(W) AD(       ) 1
 AW2041  ELLIP H (10/17/96)   -7.93   (m)                       GP(       ) 3 1
 AW2041  NAVD 88 (06/15/91)   19.203  (m)           63.00   (f) ADJUSTED    1 2
 AW2041  NGVD 29 (12/23/87)   19.199  (m)           62.99   (f) ADJUSTED    1 2
 AW2041
 AW2041.Superseded values are not recommended for survey control.
 AW2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2041.See file dsdata.txt to determine how the superseded data were derived.
 AW2041
 AW2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6404373906(NAD 83)
 AW2041_MARKER: DB = BENCH MARK DISK
 AW2041_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW2041_SP_SET: HEADWALL
 AW2041_STAMPING: Q 1214 1973
 AW2041_MARK LOGO: NGS   
 AW2041_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2041+STABILITY: SURFACE MOTION
 AW2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2041+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2041
 AW2041  HISTORY     - Date     Condition        Report By
 AW2041  HISTORY     - 1973     MONUMENTED       NGS
 AW2041  HISTORY     - 1978     GOOD             NGS
 AW2041  HISTORY     - 1987     GOOD             USPSQD
 AW2041  HISTORY     - 1987     GOOD             NGS
 AW2041  HISTORY     - 1988     GOOD             USPSQD
 AW2041  HISTORY     - 1988     GOOD             USPSQD
 AW2041  HISTORY     - 1988     GOOD             USPSQD
 AW2041  HISTORY     - 1988     GOOD             USPSQD
 AW2041  HISTORY     - 1989     GOOD             USPSQD
 AW2041  HISTORY     - 1989     GOOD             USPSQD
 AW2041  HISTORY     - 1989     GOOD             USPSQD
 AW2041  HISTORY     - 19900805 GOOD             USPSQD
 AW2041  HISTORY     - 19901208 GOOD             USPSQD
 AW2041  HISTORY     - 19941022 GOOD             USPSQD
 AW2041  HISTORY     - 19950419 GOOD             HGCSD
 AW2041  HISTORY     - 20050217 GOOD             USPSQD
 AW2041
 AW2041                          STATION DESCRIPTION
 AW2041
 AW2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2041'2.4 MI S FROM ALMEDA.
 AW2041'2.4 MILES SOUTH ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF ANDERSON
 AW2041'ROAD AT ALMEDA, AT THE JUNCTION OF AN ASPHALT ROAD WEST TO HEATRON
 AW2041'STEEL PLANT, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL
 AW2041'OF A 36-INCH PIPE CULVERT UNDER THE ROAD, 164 FEET WEST AND ACROSS THE
 AW2041'MISSOURI PACIFIC RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, 23 1/2
 AW2041'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6 1/2 FEET SOUTHEAST OF THE
 AW2041'SOUTH METAL GATE POST, 42.1 FEET WEST OF THE WEST RAIL, AND ABOUT
 AW2041'LEVEL WITH THE HIGHWAY.
 AW2041
 AW2041                          STATION RECOVERY (1978)
 AW2041
 AW2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1987)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1987)
 AW2041
 AW2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1988)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1988)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1988)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1988)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1989)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1989)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1989)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1990)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1990)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1994)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2041'RECOVERED IN GOOD CONDITION.
 AW2041
 AW2041                          STATION RECOVERY (1995)
 AW2041
 AW2041'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW2041'RECOVERED AS DESCRIBED.
 AW2041
 AW2041                          STATION RECOVERY (2005)
 AW2041
 AW2041'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0133 ***********************************************************************
 AW0133  DESIGNATION -  Q 1215
 AW0133  PID         -  AW0133
 AW0133  STATE/COUNTY-  TX/FORT BEND
 AW0133  USGS QUAD   -  KATY (1980)
 AW0133
 AW0133                         *CURRENT SURVEY CONTROL
 AW0133  ___________________________________________________________________
 AW0133* NAD 83(1986)-  29 47 08.     (N)    095 49 37.     (W)     SCALED    
 AW0133* NAVD 88     -        43.230  (meters)     141.83   (feet)  ADJUSTED  
 AW0133  ___________________________________________________________________
 AW0133  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW0133  DYNAMIC HT  -          43.171 (meters)     141.64  (feet)  COMP
 AW0133  MODELED GRAV-     979,274.7   (mgal)                       NAVD 88
 AW0133  OBS GRAVITY -     979,275.6   (mgal)                       GRAV_OBS
 AW0133
 AW0133  VERT ORDER  -  FIRST     CLASS I
 AW0133
 AW0133.The horizontal coordinates were scaled from a topographic map and have
 AW0133.an estimated accuracy of +/- 6 seconds.
 AW0133
 AW0133.The orthometric height was determined by differential leveling
 AW0133.and adjusted by the National Geodetic Survey in June 1991..
 AW0133
 AW0133.The geoid height was determined by GEOID03.
 AW0133
 AW0133.The dynamic height is computed by dividing the NAVD 88
 AW0133.geopotential number by the normal gravity value computed on the
 AW0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0133.degrees latitude (g = 980.6199 gals.).
 AW0133
 AW0133.The modeled gravity was interpolated from observed gravity values.
 AW0133.The observed gravity was obtained from relative gravimeter ties
 AW0133.to the IGSN71 gravity network.
 AW0133
 AW0133;                    North         East    Units  Estimated Accuracy
 AW0133;SPC TXSC     - 4,220,520.      906,740.      MT  (+/- 180 meters Scaled)
 AW0133
 AW0133                          SUPERSEDED SURVEY CONTROL
 AW0133
 AW0133  NGVD 29 (12/23/87)   43.218  (m)          141.79   (f) ADJUSTED    1 1
 AW0133
 AW0133.Superseded values are not recommended for survey control.
 AW0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0133.See file dsdata.txt to determine how the superseded data were derived.
 AW0133
 AW0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN267983(NAD 83)
 AW0133_MARKER: DB = BENCH MARK DISK
 AW0133_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0133_SP_SET: BRIDGE SIDEWALK
 AW0133_STAMPING: Q 1215 1973
 AW0133_MARK LOGO: NGS   
 AW0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0133
 AW0133  HISTORY     - Date     Condition        Report By
 AW0133  HISTORY     - 1973     MONUMENTED       NGS
 AW0133  HISTORY     - 1976     GOOD             NGS
 AW0133  HISTORY     - 1976     GOOD             NGS
 AW0133  HISTORY     - 1978     GOOD             NGS
 AW0133  HISTORY     - 1986     GOOD             NGS
 AW0133  HISTORY     - 1990     GOOD             USPSQD
 AW0133  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW0133  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW0133  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AW0133
 AW0133                          STATION DESCRIPTION
 AW0133
 AW0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0133'0.35 MI W FROM KATY.
 AW0133'ABOUT 0.35 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0133'STATION AT KATY, ABOUT 31.6 FEET SOUTH OF THE CENTER LINE OF US
 AW0133'HIGHWAY 90, 12 FEET EAST OF A LIGHT POLE 0.4 FOOT NORTH OF A GUARD
 AW0133'RAIL, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE SIDEWALK OF
 AW0133'A BRIDGE ACROSS BUFFALO BAYOU.
 AW0133
 AW0133                          STATION RECOVERY (1976)
 AW0133
 AW0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0133'RECOVERED IN GOOD CONDITION.
 AW0133
 AW0133                          STATION RECOVERY (1976)
 AW0133
 AW0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0133'RECOVERED IN GOOD CONDITION.
 AW0133
 AW0133                          STATION RECOVERY (1978)
 AW0133
 AW0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0133'RECOVERED IN GOOD CONDITION.
 AW0133
 AW0133                          STATION RECOVERY (1986)
 AW0133
 AW0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0133'RECOVERED IN GOOD CONDITION.
 AW0133
 AW0133                          STATION RECOVERY (1990)
 AW0133
 AW0133'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0133'RECOVERED IN GOOD CONDITION.
 AW0133
 AW0133                          STATION RECOVERY (1994)
 AW0133
 AW0133'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0133'MARK NOT FOUND.
 AW0133
 AW0133                          STATION RECOVERY (2004)
 AW0133
 AW0133'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0133'MARK NOT FOUND.
 AW0133
 AW0133                          STATION RECOVERY (2004)
 AW0133
 AW0133'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AW0133'LIGHT POLE NO LONGER EXISTS.  HIGHWAY HAS A NEW ASPHALT OVERLAY AND
 AW0133'THE MARKER MAY STILL EXIST UNDER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1604 ***********************************************************************
 BL1604  DESIGNATION -  Q 1216
 BL1604  PID         -  BL1604
 BL1604  STATE/COUNTY-  TX/HARRIS
 BL1604  USGS QUAD   -  ROSE HILL (1980)
 BL1604
 BL1604                         *CURRENT SURVEY CONTROL
 BL1604  ___________________________________________________________________
 BL1604* NAD 83(1986)-  30 05 25.     (N)    095 37 47.     (W)     SCALED    
 BL1604* NAVD 88     -        58.22   (+/-2cm)     191.0    (feet)  VERTCON   
 BL1604  ___________________________________________________________________
 BL1604  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1604
 BL1604  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1604
 BL1604.The horizontal coordinates were scaled from a topographic map and have
 BL1604.an estimated accuracy of +/- 6 seconds.
 BL1604
 BL1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1604.The vertical order pertains to the NGVD 29 superseded value.
 BL1604
 BL1604.The geoid height was determined by GEOID03.
 BL1604
 BL1604;                    North         East    Units  Estimated Accuracy
 BL1604;SPC TXSC     - 4,254,820.      924,830.      MT  (+/- 180 meters Scaled)
 BL1604
 BL1604                          SUPERSEDED SURVEY CONTROL
 BL1604
 BL1604  NGVD 29 (??/??/92)   58.216  (m)          191.00   (f) ADJ UNCH    1 2
 BL1604
 BL1604.Superseded values are not recommended for survey control.
 BL1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1604.See file dsdata.txt to determine how the superseded data were derived.
 BL1604
 BL1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP465317(NAD 83)
 BL1604_MARKER: DB = BENCH MARK DISK
 BL1604_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BL1604+WITH SETTING: INTO GROUND
 BL1604_STAMPING: Q 1216 1973
 BL1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1604+STABILITY: SURFACE MOTION
 BL1604
 BL1604  HISTORY     - Date     Condition        Report By
 BL1604  HISTORY     - 1973     MONUMENTED       NGS
 BL1604  HISTORY     - 1978     GOOD             NGS
 BL1604  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1604  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1604  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1604
 BL1604                          STATION DESCRIPTION
 BL1604
 BL1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1604'1.1 MI SW FROM TOMBALL.
 BL1604'ABOUT 1.1 MILES SOUTHWEST ALONG WALLER-TOMBALL RD. FROM THE CROSSING
 BL1604'OF THE BURLINGTON-ROCK ISLAND RAILROAD, AT THE JUNCTION OF
 BL1604'WALLER-TOMBALL RD. AND ALMA ST., ABOUT 0.2 MILE NORTHEAST OF THE
 BL1604'INTERSECTION OF WALLER-TOMBALL RD. AND FARM ROAD 149, 51 FEET
 BL1604'SOUTHEAST OF THE CENTER LINE OF WALLER-TOMBALL RD., 22 1/2 FEET NORTH
 BL1604'OF THE CENTER LINE OF ALMA ST., 1.7 FEET NORTHEAST OF A TELEPHONE
 BL1604'POLE, ABOUT LEVEL WITH THE ROAD, AND IS A DISK SET ON TOP OF A 4-FOOT
 BL1604'LENGTH OF 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH
 BL1604'METAL PIPE FLUSH WITH THE GROUND.
 BL1604
 BL1604                          STATION RECOVERY (1978)
 BL1604
 BL1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1604'RECOVERED IN GOOD CONDITION.
 BL1604
 BL1604                          STATION RECOVERY (1986)
 BL1604
 BL1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1604'MARK NOT FOUND.
 BL1604
 BL1604                          STATION RECOVERY (1993)
 BL1604
 BL1604'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1604'MARK NOT FOUND.
 BL1604
 BL1604                          STATION RECOVERY (2005)
 BL1604
 BL1604'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 BL1604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1232 ***********************************************************************
 BL1232  DESIGNATION -  Q 1217
 BL1232  PID         -  BL1232
 BL1232  STATE/COUNTY-  TX/HARRIS
 BL1232  USGS QUAD   -  MAEDAN (1982)
 BL1232
 BL1232                         *CURRENT SURVEY CONTROL
 BL1232  ___________________________________________________________________
 BL1232* NAD 83(1986)-  30 00 59.     (N)    095 21 24.     (W)     SCALED    
 BL1232* NAVD 88     -        26.681  (meters)      87.54   (feet)  ADJUSTED  
 BL1232  ___________________________________________________________________
 BL1232  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL1232  DYNAMIC HT  -          26.645 (meters)      87.42  (feet)  COMP
 BL1232  MODELED GRAV-     979,301.8   (mgal)                       NAVD 88
 BL1232
 BL1232  VERT ORDER  -  FIRST     CLASS II
 BL1232
 BL1232.The horizontal coordinates were scaled from a topographic map and have
 BL1232.an estimated accuracy of +/- 6 seconds.
 BL1232
 BL1232.The orthometric height was determined by differential leveling
 BL1232.and adjusted by the National Geodetic Survey in June 1991..
 BL1232
 BL1232.The geoid height was determined by GEOID03.
 BL1232
 BL1232.The dynamic height is computed by dividing the NAVD 88
 BL1232.geopotential number by the normal gravity value computed on the
 BL1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1232.degrees latitude (g = 980.6199 gals.).
 BL1232
 BL1232.The modeled gravity was interpolated from observed gravity values.
 BL1232
 BL1232;                    North         East    Units  Estimated Accuracy
 BL1232;SPC TXSC     - 4,247,420.      951,390.      MT  (+/- 180 meters Scaled)
 BL1232
 BL1232                          SUPERSEDED SURVEY CONTROL
 BL1232
 BL1232  NGVD 29 (12/23/87)   26.680  (m)           87.53   (f) ADJUSTED    1 2
 BL1232
 BL1232.Superseded values are not recommended for survey control.
 BL1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1232.See file dsdata.txt to determine how the superseded data were derived.
 BL1232
 BL1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP727229(NAD 83)
 BL1232_MARKER: DB = BENCH MARK DISK
 BL1232_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BL1232+WITH SETTING: INTO GROUND
 BL1232_SP_SET: METAL ROD WITH BASE PLATE
 BL1232_STAMPING: Q 1217 1973
 BL1232_MARK LOGO: NGS   
 BL1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1232+STABILITY: SURFACE MOTION
 BL1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1232+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL1232
 BL1232  HISTORY     - Date     Condition        Report By
 BL1232  HISTORY     - 1973     MONUMENTED       NGS
 BL1232  HISTORY     - 1978     GOOD             NGS
 BL1232  HISTORY     - 1987     GOOD             NGS
 BL1232  HISTORY     - 19960615 GOOD             USPSQD
 BL1232  HISTORY     - 20040316 GOOD             USPSQD
 BL1232
 BL1232                          STATION DESCRIPTION
 BL1232
 BL1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1232'2.8 MI E FROM WESTFIELD.
 BL1232'ABOUT 0.5 MILES EAST ALONG WESTFIELD LOOP ROAD FROM THE CHURCH OF
 BL1232'CHRIST AT WESTFIELD, 0.4 MILES ALONG THE HUMBLE WESTFIELD ROAD, THENCE
 BL1232'1.9 MILES EAST ALONG FM 1960, 47 FEET NORTH OF THE CENTER LINE OF FM
 BL1232'1960 2 FEET SOUTH OF A 4 X 4 IN. CONCRETE FENCE POST, 162 FEET EAST OF
 BL1232'THE CENTER LINE OF A PRIVATE DRIVE LEADING NORTH TO A WHITE 1 STORY
 BL1232'FRAME HOUSE NO. 4603, 11 FEET SOUTHEAST OF A 12 IN. PINE TREE. A NGS
 BL1232'DISK ABOUT 1 FOOT NORTH OF A METAL WITNESS POST ABOUT 1 FOOT BELOW THE
 BL1232'LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT
 BL1232'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE
 BL1232'OF THE GROUND AND ENCASED IN A 6 IN. PIPE WHICH PROJECTS 3 INCHES.
 BL1232
 BL1232                          STATION RECOVERY (1978)
 BL1232
 BL1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1232'RECOVERED IN GOOD CONDITION.
 BL1232
 BL1232                          STATION RECOVERY (1987)
 BL1232
 BL1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1232'RECOVERED IN GOOD CONDITION.
 BL1232
 BL1232                          STATION RECOVERY (1996)
 BL1232
 BL1232'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1232'RECOVERED IN GOOD CONDITION.
 BL1232
 BL1232                          STATION RECOVERY (2004)
 BL1232
 BL1232'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0901 ***********************************************************************
 AW0901  DESIGNATION -  Q 1218
 AW0901  PID         -  AW0901
 AW0901  STATE/COUNTY-  TX/HARRIS
 AW0901  USGS QUAD   -  PASADENA (1995)
 AW0901
 AW0901                         *CURRENT SURVEY CONTROL
 AW0901  ___________________________________________________________________
 AW0901* NAD 83(1986)-  29 43 48.     (N)    095 12 43.     (W)     SCALED    
 AW0901* NAVD 88     -        -0.931  (meters)      -3.05   (feet)  ADJUSTED  
 AW0901  ___________________________________________________________________
 AW0901  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW0901  DYNAMIC HT  -          -0.930 (meters)      -3.05  (feet)  COMP
 AW0901  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0901
 AW0901  VERT ORDER  -  FIRST     CLASS II
 AW0901
 AW0901.The horizontal coordinates were scaled from a topographic map and have
 AW0901.an estimated accuracy of +/- 6 seconds.
 AW0901
 AW0901.The orthometric height was determined by differential leveling
 AW0901.and adjusted by the National Geodetic Survey in June 1991..
 AW0901
 AW0901.The geoid height was determined by GEOID03.
 AW0901
 AW0901.The dynamic height is computed by dividing the NAVD 88
 AW0901.geopotential number by the normal gravity value computed on the
 AW0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0901.degrees latitude (g = 980.6199 gals.).
 AW0901
 AW0901.The modeled gravity was interpolated from observed gravity values.
 AW0901
 AW0901;                    North         East    Units  Estimated Accuracy
 AW0901;SPC TXSC     - 4,216,140.      966,380.      MT  (+/- 180 meters Scaled)
 AW0901
 AW0901                          SUPERSEDED SURVEY CONTROL
 AW0901
 AW0901  NGVD 29 (12/23/87)   -0.934  (m)           -3.06   (f) ADJUSTED    1 2
 AW0901
 AW0901.Superseded values are not recommended for survey control.
 AW0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0901.See file dsdata.txt to determine how the superseded data were derived.
 AW0901
 AW0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN860909(NAD 83)
 AW0901_MARKER: DB = BENCH MARK DISK
 AW0901_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0901+WITH SETTING: PAVEMENT
 AW0901_SP_SET: STEPS
 AW0901_STAMPING: Q 1218 1973
 AW0901_MARK LOGO: NGS   
 AW0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0901+STABILITY: SURFACE MOTION
 AW0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0901+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 AW0901
 AW0901  HISTORY     - Date     Condition        Report By
 AW0901  HISTORY     - 1973     MONUMENTED       NGS
 AW0901  HISTORY     - 1977     GOOD             DOD
 AW0901  HISTORY     - 1978     GOOD             NGS
 AW0901  HISTORY     - 1986     GOOD             NGS
 AW0901  HISTORY     - 1987     GOOD             USPSQD
 AW0901  HISTORY     - 1987     GOOD             USPSQD
 AW0901  HISTORY     - 1987     GOOD             USPSQD
 AW0901  HISTORY     - 1987     GOOD             USPSQD
 AW0901  HISTORY     - 1987     GOOD             USPSQD
 AW0901  HISTORY     - 1987     GOOD             USPSQD
 AW0901  HISTORY     - 1987     GOOD             USPSQD
 AW0901  HISTORY     - 1987     GOOD             USPSQD
 AW0901  HISTORY     - 1988     GOOD             USPSQD
 AW0901  HISTORY     - 1988     GOOD             USPSQD
 AW0901  HISTORY     - 1988     GOOD             USPSQD
 AW0901  HISTORY     - 1988     GOOD             USPSQD
 AW0901  HISTORY     - 1988     GOOD             USPSQD
 AW0901  HISTORY     - 1988     GOOD             USPSQD
 AW0901  HISTORY     - 1988     GOOD             USPSQD
 AW0901  HISTORY     - 1989     GOOD             USPSQD
 AW0901  HISTORY     - 19991113 GOOD             USPSQD
 AW0901  HISTORY     - 20031022 GOOD             USPSQD
 AW0901
 AW0901                          STATION DESCRIPTION
 AW0901
 AW0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0901'IN PASADENA.
 AW0901'AT PASADENA, AT THE NORTH END AND INSIDE OF THE ARCHWAY OF THE
 AW0901'WASHBURN TUNNEL, 2.2 FEET WEST OF THE EAST WALL OF THE TUNNEL, 10
 AW0901'INCHES EAST OF A CONCRETE GUTTER, 0.4 FOOT NORTH OF THE BOTTOM OF THE
 AW0901'CONCRETE STEPS LEADING UP TO THE GUARD WALKWAY, ABOUT 10 INCHES ABOVE
 AW0901'THE FLOOR OF THE TUNNEL.
 AW0901
 AW0901                          STATION RECOVERY (1977)
 AW0901
 AW0901'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1978)
 AW0901
 AW0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1986)
 AW0901
 AW0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1987)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1987)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1987)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1987)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1987)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1987)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1987)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1987)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1988)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1988)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1988)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1988)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCA)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1988)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1988)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1988)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1989)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (1999)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0901'RECOVERED IN GOOD CONDITION.
 AW0901
 AW0901                          STATION RECOVERY (2003)
 AW0901
 AW0901'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1054 ***********************************************************************
 AW1054  DESIGNATION -  Q 1219
 AW1054  PID         -  AW1054
 AW1054  STATE/COUNTY-  TX/GALVESTON
 AW1054  USGS QUAD   -  TEXAS CITY (1994)
 AW1054
 AW1054                         *CURRENT SURVEY CONTROL
 AW1054  ___________________________________________________________________
 AW1054* NAD 83(1986)-  29 23 15.     (N)    094 54 09.     (W)     SCALED    
 AW1054* NAVD 88     -         3.390  (meters)      11.12   (feet)  ADJUSTED  
 AW1054  ___________________________________________________________________
 AW1054  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1054  DYNAMIC HT  -           3.386 (meters)      11.11  (feet)  COMP
 AW1054  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 AW1054  OBS GRAVITY -     979,266.7   (mgal)                       GRAV_OBS
 AW1054
 AW1054  VERT ORDER  -  FIRST     CLASS I
 AW1054
 AW1054.The horizontal coordinates were scaled from a topographic map and have
 AW1054.an estimated accuracy of +/- 6 seconds.
 AW1054
 AW1054.The orthometric height was determined by differential leveling
 AW1054.and adjusted by the National Geodetic Survey in June 1991..
 AW1054
 AW1054.The geoid height was determined by GEOID03.
 AW1054
 AW1054.The dynamic height is computed by dividing the NAVD 88
 AW1054.geopotential number by the normal gravity value computed on the
 AW1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1054.degrees latitude (g = 980.6199 gals.).
 AW1054
 AW1054.The modeled gravity was interpolated from observed gravity values.
 AW1054.The observed gravity was obtained from relative gravimeter ties
 AW1054.to the IGSN71 gravity network.
 AW1054
 AW1054;                    North         East    Units  Estimated Accuracy
 AW1054;SPC TXSC     - 4,179,210.      997,620.      MT  (+/- 180 meters Scaled)
 AW1054
 AW1054                          SUPERSEDED SURVEY CONTROL
 AW1054
 AW1054  NGVD 29 (12/23/87)    3.387  (m)           11.11   (f) ADJUSTED    1 1
 AW1054
 AW1054.Superseded values are not recommended for survey control.
 AW1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1054.See file dsdata.txt to determine how the superseded data were derived.
 AW1054
 AW1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN153524(NAD 83)
 AW1054_MARKER: DB = BENCH MARK DISK
 AW1054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1054_SP_SET: RETAINING WALL
 AW1054_STAMPING: Q 1219 1973
 AW1054_MARK LOGO: NGS   
 AW1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1054+STABILITY: SURFACE MOTION
 AW1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1054+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AW1054
 AW1054  HISTORY     - Date     Condition        Report By
 AW1054  HISTORY     - 1973     MONUMENTED       NGS
 AW1054  HISTORY     - 1976     GOOD             NGS
 AW1054  HISTORY     - 1976     GOOD             NGS
 AW1054  HISTORY     - 1978     GOOD             NGS
 AW1054  HISTORY     - 1983     GOOD             NGS
 AW1054  HISTORY     - 1987     GOOD             USPSQD
 AW1054  HISTORY     - 1987     GOOD             USPSQD
 AW1054  HISTORY     - 1987     GOOD             NGS
 AW1054  HISTORY     - 1988     GOOD             USPSQD
 AW1054  HISTORY     - 1988     GOOD             USPSQD
 AW1054  HISTORY     - 1988     GOOD             USPSQD
 AW1054  HISTORY     - 1988     GOOD             USPSQD
 AW1054  HISTORY     - 1988     GOOD             USPSQD
 AW1054  HISTORY     - 1988     GOOD             USPSQD
 AW1054  HISTORY     - 1988     GOOD             USPSQD
 AW1054  HISTORY     - 1989     GOOD             USPSQD
 AW1054  HISTORY     - 19940917 GOOD             USPSQD
 AW1054  HISTORY     - 20020310 GOOD             USPSQD
 AW1054  HISTORY     - 20031216 GOOD             USPSQD
 AW1054  HISTORY     - 20050131 GOOD             USPSQD
 AW1054
 AW1054                          STATION DESCRIPTION
 AW1054
 AW1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1054'IN TEXAS CITY.
 AW1054'AT TEXAS CITY, AT THE NORTHWEST CORNER OF THE JUNCTION OF 6TH STREET
 AW1054'NORTH AND 3RD AVENUE NORTH, AT THE U.S. POST OFFICE MESKILL STATION,
 AW1054'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE WALL OF THE LIGHT
 AW1054'WELL FOR A BASEMENT WINDOW, 41.6 FEET WEST OF THE WEST CURB OF THE
 AW1054'STREET, 65.0 FEET NORTH OF THE NORTH CURB OF THE AVENUE, 0.9 FOOT
 AW1054'SOUTHWEST OF THE SOUTHEAST CORNER OF THE SOUTH BALISTRADE OF THE EAST
 AW1054'(MAIN) ENTRANCE, 3.0 FEET EAST OF THE EAST FACE OF THE BUILDING, 14
 AW1054'1/2 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE, AND ABOUT 4 1/2
 AW1054'FEET HIGHER THAN THE STREET.
 AW1054
 AW1054                          STATION RECOVERY (1976)
 AW1054
 AW1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1054'RECOVERED IN GOOD CONDITION.  POST OFFICE HAS NOW MOVED TO A NEW
 AW1054'LOCATION.
 AW1054
 AW1054                          STATION RECOVERY (1976)
 AW1054
 AW1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1978)
 AW1054
 AW1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1983)
 AW1054
 AW1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1054'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1054'WHITNEY BUILDING.
 AW1054
 AW1054                          STATION RECOVERY (1987)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1987)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1987)
 AW1054
 AW1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1054'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--AT THE
 AW1054'CITY OF TEXAS CITY COATS-WHITNEY BUILDING.
 AW1054
 AW1054                          STATION RECOVERY (1988)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1988)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1988)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1988)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1988)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1988)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1988)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1989)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (1994)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (2002)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (2003)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1054'RECOVERED IN GOOD CONDITION.
 AW1054
 AW1054                          STATION RECOVERY (2005)
 AW1054
 AW1054'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4149 ***********************************************************************
 AW4149  DESIGNATION -  Q 1220
 AW4149  PID         -  AW4149
 AW4149  STATE/COUNTY-  TX/BRAZORIA
 AW4149  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4149
 AW4149                         *CURRENT SURVEY CONTROL
 AW4149  ___________________________________________________________________
 AW4149* NAD 83(1986)-  29 12 31.     (N)    095 41 17.     (W)     SCALED    
 AW4149* NAVD 88     -        11.01   (+/-2cm)      36.1    (feet)  VERTCON   
 AW4149  ___________________________________________________________________
 AW4149  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW4149
 AW4149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4149
 AW4149.The horizontal coordinates were scaled from a topographic map and have
 AW4149.an estimated accuracy of +/- 6 seconds.
 AW4149
 AW4149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4149.The vertical order pertains to the NGVD 29 superseded value.
 AW4149
 AW4149.The geoid height was determined by GEOID03.
 AW4149
 AW4149;                    North         East    Units  Estimated Accuracy
 AW4149;SPC TXSC     - 4,156,980.      921,980.      MT  (+/- 180 meters Scaled)
 AW4149
 AW4149                          SUPERSEDED SURVEY CONTROL
 AW4149
 AW4149  NGVD 29 (??/??/92)   11.014  (m)           36.14   (f) ADJ UNCH    2 0
 AW4149
 AW4149.Superseded values are not recommended for survey control.
 AW4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4149.See file dsdata.txt to determine how the superseded data were derived.
 AW4149
 AW4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN386340(NAD 83)
 AW4149_MARKER: DB = BENCH MARK DISK
 AW4149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4149_SP_SET: BRIDGE
 AW4149_STAMPING: Q 1220 1973
 AW4149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4149+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW4149
 AW4149  HISTORY     - Date     Condition        Report By
 AW4149  HISTORY     - 1973     MONUMENTED       NGS
 AW4149  HISTORY     - 1987     GOOD             USPSQD
 AW4149  HISTORY     - 1987     GOOD             USPSQD
 AW4149  HISTORY     - 1988     GOOD             USPSQD
 AW4149  HISTORY     - 1989     GOOD             USPSQD
 AW4149  HISTORY     - 19940416 GOOD             USPSQD
 AW4149  HISTORY     - 20041109 GOOD             USPSQD
 AW4149
 AW4149                          STATION DESCRIPTION
 AW4149
 AW4149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4149'5.35 MI NW FROM WEST COLUMBIA.
 AW4149'5.35 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4149'HIGHWAY 35 AT WEST COLUMBIA, AT A BRIDGE OVER VARNER CREEK, 31 FEET
 AW4149'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP AND 1.3 FEET
 AW4149'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 AW4149'THE BRIDGE, 5.8 FEET NORTHEAST OF THE NORTHEAST FACE OF THE CURB, 1.0
 AW4149'FOOT SOUTHEAST OF THE SOUTHEAST FACE OF A WING WALL, AND ABOUT 2.5
 AW4149'FEET LOWER THAN THE HIGHWAY.
 AW4149
 AW4149                          STATION RECOVERY (1987)
 AW4149
 AW4149'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4149'RECOVERED IN GOOD CONDITION.
 AW4149
 AW4149                          STATION RECOVERY (1987)
 AW4149
 AW4149'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4149'RECOVERED IN GOOD CONDITION.
 AW4149
 AW4149                          STATION RECOVERY (1988)
 AW4149
 AW4149'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4149'RECOVERED IN GOOD CONDITION.
 AW4149
 AW4149                          STATION RECOVERY (1989)
 AW4149
 AW4149'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4149'RECOVERED IN GOOD CONDITION.
 AW4149
 AW4149                          STATION RECOVERY (1994)
 AW4149
 AW4149'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4149'RECOVERED IN GOOD CONDITION.
 AW4149
 AW4149                          STATION RECOVERY (2004)
 AW4149
 AW4149'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0685 ***********************************************************************
 BM0685  DESIGNATION -  Q 1222
 BM0685  PID         -  BM0685
 BM0685  STATE/COUNTY-  TX/TRAVIS
 BM0685  USGS QUAD   -  OAK HILL (1988)
 BM0685
 BM0685                         *CURRENT SURVEY CONTROL
 BM0685  ___________________________________________________________________
 BM0685* NAD 83(1986)-  30 13 48.     (N)    097 47 19.     (W)     SCALED    
 BM0685* NAVD 88     -       210.936  (meters)     692.05   (feet)  ADJUSTED  
 BM0685  ___________________________________________________________________
 BM0685  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BM0685  DYNAMIC HT  -         210.646 (meters)     691.09  (feet)  COMP
 BM0685  MODELED GRAV-     979,264.2   (mgal)                       NAVD 88
 BM0685
 BM0685  VERT ORDER  -  FIRST     CLASS I
 BM0685
 BM0685.The horizontal coordinates were scaled from a topographic map and have
 BM0685.an estimated accuracy of +/- 6 seconds.
 BM0685
 BM0685.The orthometric height was determined by differential leveling
 BM0685.and adjusted by the National Geodetic Survey in June 1991..
 BM0685.WARNING-Repeat measurements at this control monument indicate possible
 BM0685.vertical movement.
 BM0685
 BM0685.The geoid height was determined by GEOID03.
 BM0685
 BM0685.The dynamic height is computed by dividing the NAVD 88
 BM0685.geopotential number by the normal gravity value computed on the
 BM0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0685.degrees latitude (g = 980.6199 gals.).
 BM0685
 BM0685.The modeled gravity was interpolated from observed gravity values.
 BM0685
 BM0685;                    North         East    Units  Estimated Accuracy
 BM0685;SPC TX C     - 3,065,250.      944,930.      MT  (+/- 180 meters Scaled)
 BM0685
 BM0685                          SUPERSEDED SURVEY CONTROL
 BM0685
 BM0685  NGVD 29 (??/??/92)  210.866  (m)          691.82   (f) ADJ UNCH    1 1
 BM0685
 BM0685.Superseded values are not recommended for survey control.
 BM0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0685.See file dsdata.txt to determine how the superseded data were derived.
 BM0685
 BM0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU165448(NAD 83)
 BM0685_MARKER: DB = BENCH MARK DISK
 BM0685_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0685_SP_SET: 18.0 FT
 BM0685_STAMPING: Q 1222 1973
 BM0685_MARK LOGO: NGS   
 BM0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0685
 BM0685  HISTORY     - Date     Condition        Report By
 BM0685  HISTORY     - 1973     MONUMENTED       NGS
 BM0685  HISTORY     - 1978     GOOD             NGS
 BM0685  HISTORY     - 1980     GOOD             NGS
 BM0685  HISTORY     - 1990     GOOD             USPSQD
 BM0685  HISTORY     - 19910116 GOOD             USPSQD
 BM0685  HISTORY     - 19910401 GOOD             USPSQD
 BM0685  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0685
 BM0685                          STATION DESCRIPTION
 BM0685
 BM0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0685'0.55 MI SE FROM AUSTIN.
 BM0685'ABOUT 0.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 71
 BM0685'FROM THE INTERSECTION OF THE HIGHWAYS-LOOP 360 AND 343 AT AUSTIN AT
 BM0685'THE INTERSECTION WITH MANCHACA ROAD, 161.0 FEET NORTHWEST OF THE
 BM0685'CENTER LINE OF MANCHACE ROAD OF THE RANCH ROAD 2304, 42.0 FEET
 BM0685'NORTHEAST OF THE NORTHEAST CONCRETE CURB OF U.S. HIGHWAY 290, 73.0
 BM0685'FEET WEST OF THE WEST CORNER OF AN EXXON SERVICE STATION, 3.8 FEET
 BM0685'SOUTHWEST OF THE MOST SOUTHWEST CONCRETE FOOTING OF AN EXXON SIGN, 0.7
 BM0685'MILES NORTHWEST OF THE BENCH MARK P 1222, ABOUT 2.0 FEET ABOVE THE
 BM0685'HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH
 BM0685'THE GROUND PROTECTED BY A 6-INCH IRON PIPE PROJECTING 1-INCH. THE ROD
 BM0685'WAS DRIVEN TO A REFUSAL OF 18.0 FEET.
 BM0685
 BM0685                          STATION RECOVERY (1978)
 BM0685
 BM0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0685'RECOVERED IN GOOD CONDITION.
 BM0685
 BM0685                          STATION RECOVERY (1980)
 BM0685
 BM0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0685'RECOVERED IN GOOD CONDITION.
 BM0685
 BM0685                          STATION RECOVERY (1990)
 BM0685
 BM0685'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0685'RECOVERED IN GOOD CONDITION.
 BM0685
 BM0685                          STATION RECOVERY (1991)
 BM0685
 BM0685'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0685'RECOVERED IN GOOD CONDITION.
 BM0685
 BM0685                          STATION RECOVERY (1991)
 BM0685
 BM0685'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0685'RECOVERED IN GOOD CONDITION.
 BM0685
 BM0685                          STATION RECOVERY (1995)
 BM0685
 BM0685'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1011 ***********************************************************************
 AX1011  DESIGNATION -  Q 1223
 AX1011  PID         -  AX1011
 AX1011  STATE/COUNTY-  TX/FAYETTE
 AX1011  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1011
 AX1011                         *CURRENT SURVEY CONTROL
 AX1011  ___________________________________________________________________
 AX1011* NAD 83(1986)-  29 54 07.     (N)    096 49 23.     (W)     SCALED    
 AX1011* NAVD 88     -        87.873  (meters)     288.30   (feet)  ADJUSTED  
 AX1011  ___________________________________________________________________
 AX1011  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AX1011  DYNAMIC HT  -          87.752 (meters)     287.90  (feet)  COMP
 AX1011  MODELED GRAV-     979,262.6   (mgal)                       NAVD 88
 AX1011
 AX1011  VERT ORDER  -  FIRST     CLASS I
 AX1011
 AX1011.The horizontal coordinates were scaled from a topographic map and have
 AX1011.an estimated accuracy of +/- 6 seconds.
 AX1011
 AX1011.The orthometric height was determined by differential leveling
 AX1011.and adjusted by the National Geodetic Survey in June 1991..
 AX1011
 AX1011.The geoid height was determined by GEOID03.
 AX1011
 AX1011.The dynamic height is computed by dividing the NAVD 88
 AX1011.geopotential number by the normal gravity value computed on the
 AX1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1011.degrees latitude (g = 980.6199 gals.).
 AX1011
 AX1011.The modeled gravity was interpolated from observed gravity values.
 AX1011
 AX1011;                    North         East    Units  Estimated Accuracy
 AX1011;SPC TXSC     - 4,231,220.      810,220.      MT  (+/- 180 meters Scaled)
 AX1011
 AX1011                          SUPERSEDED SURVEY CONTROL
 AX1011
 AX1011  NGVD 29 (??/??/92)   87.827  (m)          288.15   (f) ADJ UNCH    1 1
 AX1011
 AX1011.Superseded values are not recommended for survey control.
 AX1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1011.See file dsdata.txt to determine how the superseded data were derived.
 AX1011
 AX1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU101099(NAD 83)
 AX1011_MARKER: DB = BENCH MARK DISK
 AX1011_SETTING: 66 = SET IN ROCK OUTCROP
 AX1011_SP_SET: SAND STONE OUTCROP
 AX1011_STAMPING: Q 1223 1973
 AX1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX1011+STABILITY: POSITION/ELEVATION WELL
 AX1011
 AX1011  HISTORY     - Date     Condition        Report By
 AX1011  HISTORY     - 1973     MONUMENTED       NGS
 AX1011  HISTORY     - 1976     GOOD             NGS
 AX1011  HISTORY     - 1976     GOOD             NGS
 AX1011  HISTORY     - 1978     GOOD             NGS
 AX1011  HISTORY     - 1986     MARK NOT FOUND   NGS
 AX1011
 AX1011                          STATION DESCRIPTION
 AX1011
 AX1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1011'3.55 MI E FROM LA GRANGE.
 AX1011'2.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1011'STATION AT LA GRANGE, THENCE 0.75 MILE SOUTHEAST ALONG STATE HIGHWAY
 AX1011'71, 0.25 MILE SOUTHEAST OF THE JUNCTION OF AN ASPHALT ROAD NORTHEAST
 AX1011'TO A STORE, 0.2 MILE NORTHWEST OF HIGHWAY BRIDGE OVER ROCKY CREEK, AT
 AX1011'A POWER LINE CROSSING, AT A HIGHWAY CUT, 147 FEET NORTHWEST OF THE
 AX1011'APPROXIMATE CENTER OF THE POWER LINE, 194 FEET NORTHWEST OF THE
 AX1011'EXTENDED CENTGER LINE OF A DRIVE NORTHEAST, IN THE TOP OF A SAND-STONE
 AX1011'OUTCROP, 42 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AX1011'140.0 FEET NORTHWEST OF BENCH MARK R 1223, 148 FEET NORTH-NORTHWEST OF
 AX1011'A POLE WITH TRANSFORMER, 50.0 FEET NORTHEAST OF A FENCE, 4.0 FEET
 AX1011'SOUTHEAST OF A WITNESS POST THAT IS CEMENTED IN THE OUTCROP, AND ABOUT
 AX1011'1 1/2 FEET LOWER THAN THE HIGHWAY.
 AX1011
 AX1011                          STATION RECOVERY (1976)
 AX1011
 AX1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1011'RECOVERED IN GOOD CONDITION.
 AX1011
 AX1011                          STATION RECOVERY (1976)
 AX1011
 AX1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1011'RECOVERED IN GOOD CONDITION.
 AX1011
 AX1011                          STATION RECOVERY (1978)
 AX1011
 AX1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1011'RECOVERED IN GOOD CONDITION.
 AX1011
 AX1011                          STATION RECOVERY (1986)
 AX1011
 AX1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1011'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0459 ***********************************************************************
 BM0459  DESIGNATION -  Q 1224
 BM0459  PID         -  BM0459
 BM0459  STATE/COUNTY-  TX/BASTROP
 BM0459  USGS QUAD   -  SMITHVILLE (1982)
 BM0459
 BM0459                         *CURRENT SURVEY CONTROL
 BM0459  ___________________________________________________________________
 BM0459* NAD 83(1986)-  30 01 17.     (N)    097 11 03.     (W)     SCALED    
 BM0459* NAVD 88     -       102.715  (meters)     336.99   (feet)  ADJUSTED  
 BM0459  ___________________________________________________________________
 BM0459  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BM0459  DYNAMIC HT  -         102.577 (meters)     336.54  (feet)  COMP
 BM0459  MODELED GRAV-     979,297.6   (mgal)                       NAVD 88
 BM0459
 BM0459  VERT ORDER  -  FIRST     CLASS I
 BM0459
 BM0459.The horizontal coordinates were scaled from a topographic map and have
 BM0459.an estimated accuracy of +/- 6 seconds.
 BM0459
 BM0459.The orthometric height was determined by differential leveling
 BM0459.and adjusted by the National Geodetic Survey in June 1991..
 BM0459.WARNING-Repeat measurements at this control monument indicate possible
 BM0459.vertical movement.
 BM0459
 BM0459.The geoid height was determined by GEOID03.
 BM0459
 BM0459.The dynamic height is computed by dividing the NAVD 88
 BM0459.geopotential number by the normal gravity value computed on the
 BM0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0459.degrees latitude (g = 980.6199 gals.).
 BM0459
 BM0459.The modeled gravity was interpolated from observed gravity values.
 BM0459
 BM0459;                    North         East    Units  Estimated Accuracy
 BM0459;SPC TX C     - 3,043,620.    1,003,750.      MT  (+/- 180 meters Scaled)
 BM0459
 BM0459                          SUPERSEDED SURVEY CONTROL
 BM0459
 BM0459  NGVD 29 (??/??/92)  102.663  (m)          336.82   (f) ADJ UNCH    1 1
 BM0459
 BM0459.Superseded values are not recommended for survey control.
 BM0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0459.See file dsdata.txt to determine how the superseded data were derived.
 BM0459
 BM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU751225(NAD 83)
 BM0459_MARKER: DB = BENCH MARK DISK
 BM0459_SETTING: 66 = SET IN ROCK OUTCROP
 BM0459_SP_SET: OUTCROP
 BM0459_STAMPING: Q 1224 1973
 BM0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0459+STABILITY: POSITION/ELEVATION WELL
 BM0459
 BM0459  HISTORY     - Date     Condition        Report By
 BM0459  HISTORY     - 1973     MONUMENTED       NGS
 BM0459  HISTORY     - 1978     GOOD             NGS
 BM0459  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0459  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 BM0459
 BM0459                          STATION DESCRIPTION
 BM0459
 BM0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0459'1.5 MI NW FROM SMITHVILLE.
 BM0459'1.5 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 BM0459'CROSSING OF STATE HIGHWAY 95 AT SMITHVILLE, 0.5 MILE SOUTHEAST OF MILE
 BM0459'POLE 967, ABOUT 0.05 MILE NORTHWEST OF THE CROSSING OF A PRIVATE ROAD,
 BM0459'IN THE TOP OF A 5- BY 9-FOOT ROCK OUTCROP, 118.3 FEET SOUTHWEST OF THE
 BM0459'SOUTHWEST RAIL, 120 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BM0459'70.9 FEET NORTH-NORTHWEST OF BENCH MARK P 1224, 240 FEET
 BM0459'WEST-NORTHWEST OF THE NORTHWEST END OF A METAL GATE, 78 FEET SOUTHWEST
 BM0459'OF TELEPHONE POLE 1995, 71.2 FEET SOUTHWEST OF A FENCE, 135.5 FEET
 BM0459'WEST OF A WITNESS POST, 13 1/2 FEET SOUTHWEST OF AN 8-INCH TREE, ABOUT
 BM0459'8 1/2 FEET HIGHER THAN THE TRACK, AND 1 FOOT ABOVE THE GROUND.
 BM0459
 BM0459                          STATION RECOVERY (1978)
 BM0459
 BM0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0459'RECOVERED IN GOOD CONDITION.
 BM0459
 BM0459                          STATION RECOVERY (1999)
 BM0459
 BM0459'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0459'MARK NOT FOUND.
 BM0459
 BM0459                          STATION RECOVERY (2004)
 BM0459
 BM0459'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGG)
 BM0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0525 ***********************************************************************
 BM0525  DESIGNATION -  Q 1225
 BM0525  PID         -  BM0525
 BM0525  STATE/COUNTY-  TX/BASTROP
 BM0525  USGS QUAD   -  BASTROP SW (1982)
 BM0525
 BM0525                         *CURRENT SURVEY CONTROL
 BM0525  ___________________________________________________________________
 BM0525* NAD 83(1986)-  30 06 37.     (N)    097 22 51.     (W)     SCALED    
 BM0525* NAVD 88     -       139.641  (meters)     458.14   (feet)  ADJUSTED  
 BM0525  ___________________________________________________________________
 BM0525  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0525  DYNAMIC HT  -         139.452 (meters)     457.52  (feet)  COMP
 BM0525  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 BM0525
 BM0525  VERT ORDER  -  FIRST     CLASS I
 BM0525
 BM0525.The horizontal coordinates were scaled from a topographic map and have
 BM0525.an estimated accuracy of +/- 6 seconds.
 BM0525
 BM0525.The orthometric height was determined by differential leveling
 BM0525.and adjusted by the National Geodetic Survey in June 1991..
 BM0525
 BM0525.The geoid height was determined by GEOID03.
 BM0525
 BM0525.The dynamic height is computed by dividing the NAVD 88
 BM0525.geopotential number by the normal gravity value computed on the
 BM0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0525.degrees latitude (g = 980.6199 gals.).
 BM0525
 BM0525.The modeled gravity was interpolated from observed gravity values.
 BM0525
 BM0525;                    North         East    Units  Estimated Accuracy
 BM0525;SPC TX C     - 3,052,950.      984,530.      MT  (+/- 180 meters Scaled)
 BM0525
 BM0525                          SUPERSEDED SURVEY CONTROL
 BM0525
 BM0525  NGVD 29 (??/??/92)  139.578  (m)          457.93   (f) ADJ UNCH    1 1
 BM0525
 BM0525.Superseded values are not recommended for survey control.
 BM0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0525.See file dsdata.txt to determine how the superseded data were derived.
 BM0525
 BM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU560321(NAD 83)
 BM0525_MARKER: DB = BENCH MARK DISK
 BM0525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0525_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0525_STAMPING: Q 1225 1973
 BM0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0525
 BM0525  HISTORY     - Date     Condition        Report By
 BM0525  HISTORY     - 1973     MONUMENTED       NGS
 BM0525  HISTORY     - 1978     GOOD             NGS
 BM0525  HISTORY     - 1987     GOOD             USPSQD
 BM0525  HISTORY     - 1989     GOOD             USPSQD
 BM0525  HISTORY     - 1990     GOOD             USPSQD
 BM0525  HISTORY     - 1991     GOOD             USPSQD
 BM0525  HISTORY     - 19951226 GOOD             USPSQD
 BM0525  HISTORY     - 20041120 GOOD             USPSQD
 BM0525
 BM0525                          STATION DESCRIPTION
 BM0525
 BM0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0525'4.0 MI W FROM BASTROP.
 BM0525'ABOUT 0.30 MILES SOUTH ALONG PECAN STREET FROM THE COUNTY COURTHOUSE,
 BM0525'THENCE 3.7 MILES WEST ALONG STATE HIGHWAY 71 AT THE WEST PORTION OF A
 BM0525'ROAD SIDE PARK, 177.0 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE
 BM0525'OF THE HIGHWAY, 82.0 FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD
 BM0525'PASSING THROUGH THE PARK, 60.5 FEET EAST OF A WIRE GATE, 32.0 FEET
 BM0525'SOUTH OF THE SOUTH CORNER OF A BRICK TRASH RECEPTICLE, 1.8 FEET NORTH
 BM0525'OF A FENCE, 1.15 MILES EAST OF BENCH MARK P 1225, 0.4 FEET SOUTH OF A
 BM0525'METAL WITNESS POST AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER
 BM0525'COATED STEEL ROD FLUSH WITH THE GROUND AND FASTENED TO A BASE PLATE.
 BM0525'THE MARK IS PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 1-INCH.
 BM0525
 BM0525                          STATION RECOVERY (1978)
 BM0525
 BM0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0525'RECOVERED IN GOOD CONDITION.
 BM0525
 BM0525                          STATION RECOVERY (1987)
 BM0525
 BM0525'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 BM0525'RECOVERED IN GOOD CONDITION.
 BM0525
 BM0525                          STATION RECOVERY (1989)
 BM0525
 BM0525'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0525'RECOVERED IN GOOD CONDITION.
 BM0525
 BM0525                          STATION RECOVERY (1990)
 BM0525
 BM0525'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0525'RECOVERED IN GOOD CONDITION.
 BM0525
 BM0525                          STATION RECOVERY (1991)
 BM0525
 BM0525'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0525'RECOVERED IN GOOD CONDITION.
 BM0525
 BM0525                          STATION RECOVERY (1995)
 BM0525
 BM0525'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0525'RECOVERED IN GOOD CONDITION.
 BM0525
 BM0525                          STATION RECOVERY (2004)
 BM0525
 BM0525'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVS)
 BM0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1045 ***********************************************************************
 AW1045  DESIGNATION -  Q 1226
 AW1045  PID         -  AW1045
 AW1045  STATE/COUNTY-  TX/GALVESTON
 AW1045  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1045
 AW1045                         *CURRENT SURVEY CONTROL
 AW1045  ___________________________________________________________________
 AW1045* NAD 83(1986)-  29 20 56.     (N)    094 56 33.     (W)     SCALED    
 AW1045* NAVD 88     -         1.541  (meters)       5.06   (feet)  ADJUSTED  
 AW1045  ___________________________________________________________________
 AW1045  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1045  DYNAMIC HT  -           1.539 (meters)       5.05  (feet)  COMP
 AW1045  MODELED GRAV-     979,265.2   (mgal)                       NAVD 88
 AW1045
 AW1045  VERT ORDER  -  FIRST     CLASS II
 AW1045
 AW1045.The horizontal coordinates were scaled from a topographic map and have
 AW1045.an estimated accuracy of +/- 6 seconds.
 AW1045
 AW1045.The orthometric height was determined by differential leveling
 AW1045.and adjusted by the National Geodetic Survey in March 1997..
 AW1045
 AW1045.The geoid height was determined by GEOID03.
 AW1045
 AW1045.The dynamic height is computed by dividing the NAVD 88
 AW1045.geopotential number by the normal gravity value computed on the
 AW1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1045.degrees latitude (g = 980.6199 gals.).
 AW1045
 AW1045.The modeled gravity was interpolated from observed gravity values.
 AW1045
 AW1045;                    North         East    Units  Estimated Accuracy
 AW1045;SPC TXSC     - 4,174,800.      993,890.      MT  (+/- 180 meters Scaled)
 AW1045
 AW1045                          SUPERSEDED SURVEY CONTROL
 AW1045
 AW1045  NAVD 88 (06/15/91)    1.535  (m)            5.04   (f) UNKNOWN     1 1
 AW1045  NGVD 29 (12/23/87)    1.531  (m)            5.02   (f) ADJUSTED    1 1
 AW1045
 AW1045.Superseded values are not recommended for survey control.
 AW1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1045.See file dsdata.txt to determine how the superseded data were derived.
 AW1045
 AW1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN114482(NAD 83)
 AW1045_MARKER: DV = VERTICAL CONTROL DISK
 AW1045_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW1045_SP_SET: COPPER-CLAD STEEL ROD
 AW1045_STAMPING: Q 1226 1976
 AW1045_MARK LOGO: NGS   
 AW1045_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW1045+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1045
 AW1045  HISTORY     - Date     Condition        Report By
 AW1045  HISTORY     - 1976     MONUMENTED       NGS
 AW1045  HISTORY     - 1978     GOOD             NGS
 AW1045  HISTORY     - 1983     GOOD             NGS
 AW1045  HISTORY     - 1987     GOOD             NGS
 AW1045  HISTORY     - 1991     GOOD             USPSQD
 AW1045  HISTORY     - 19961204 GOOD             NGS
 AW1045  HISTORY     - 20050607 GOOD             USPSQD
 AW1045
 AW1045                          STATION DESCRIPTION
 AW1045
 AW1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1045'2.7 MI SE FROM LAMARQUE.
 AW1045'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION AT FARM
 AW1045'ROAD 1765, AT THE JUNCTION OF HIGHWAY 3 AND STATE HIGHWAY 146 OVERPASS
 AW1045'SET IN BETWEEN THE FIRST 2 BRIDGE PILLARS SOUTHWEST OF HIGHWAY 3,
 AW1045'ABOUT 100 YARDS SOUTHWEST ACROSS THE TRACKS AND HIGHWAY 3 FROM BOX
 AW1045'305, 116 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TEXAS CITY
 AW1045'TERMINAL RAILROAD, 25.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW1045'SOUTHEAST LANES OF HIGHWAY 3.  ROD WAS DRIVEN TO GRADUAL REFUSAL.
 AW1045
 AW1045                          STATION RECOVERY (1978)
 AW1045
 AW1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1045'RECOVERED IN GOOD CONDITION.
 AW1045
 AW1045                          STATION RECOVERY (1983)
 AW1045
 AW1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1045'RECOVERED IN GOOD CONDITION.
 AW1045
 AW1045                          STATION RECOVERY (1987)
 AW1045
 AW1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1045'RECOVERED IN GOOD CONDITION.
 AW1045
 AW1045                          STATION RECOVERY (1991)
 AW1045
 AW1045'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1045'RECOVERED IN GOOD CONDITION.
 AW1045
 AW1045                          STATION RECOVERY (1996)
 AW1045
 AW1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1045'IN LA MARQUE, AT THE INTERSECTION OF STATE HIGHWAYS 3 AND 146, BETWEEN
 AW1045'THE 2 COLUMNS OF THE 1ST PIER SOUTH OF THE EASTBOUND LANES OF THE
 AW1045'HIGHWAY 146 OVERPASS OF HIGHWAY 3, 7.8 M (25.6 FT) SOUTH OF THE CENTER
 AW1045'OF THE EASTBOUND LANES OF HIGHWAY 3, 2.1 M (6.9 FT) NORTHEAST OF A
 AW1045'PILLAR, 2.0 M (6.6 FT) SOUTHWEST OF A PILLAR, 0.3 M (1.0 FT) BELOW THE
 AW1045'LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) EAST OF THE CENTER OF HIGHWAY
 AW1045'146.  NOTE--THE DISK IS ENCASED IN A 6-INCH METAL PIPE AND IS RECESSED
 AW1045'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 AW1045
 AW1045                          STATION RECOVERY (2005)
 AW1045
 AW1045'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1045'COULD NOT GET A GOOD GPS SIGNAL HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0663 ***********************************************************************
 AN0663  DESIGNATION -  Q 123
 AN0663  PID         -  AN0663
 AN0663  STATE/COUNTY-  TX/VICTORIA
 AN0663  USGS QUAD   -  VICTORIA EAST (1995)
 AN0663
 AN0663                         *CURRENT SURVEY CONTROL
 AN0663  ___________________________________________________________________
 AN0663* NAD 83(1986)-  28 47 51.     (N)    096 59 42.     (W)     SCALED    
 AN0663* NAVD 88     -        26.51   (+/-2cm)      87.0    (feet)  VERTCON   
 AN0663  ___________________________________________________________________
 AN0663  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0663
 AN0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0663
 AN0663.The horizontal coordinates were scaled from a topographic map and have
 AN0663.an estimated accuracy of +/- 6 seconds.
 AN0663
 AN0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0663.The vertical order pertains to the NGVD 29 superseded value.
 AN0663
 AN0663.The geoid height was determined by GEOID03.
 AN0663
 AN0663;                    North         East    Units  Estimated Accuracy
 AN0663;SPC TXSC     - 4,108,530.      795,720.      MT  (+/- 180 meters Scaled)
 AN0663
 AN0663                          SUPERSEDED SURVEY CONTROL
 AN0663
 AN0663  NGVD 29 (??/??/92)   26.597  (m)           87.26   (f) ADJ UNCH    2 0
 AN0663
 AN0663.Superseded values are not recommended for survey control.
 AN0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0663.See file dsdata.txt to determine how the superseded data were derived.
 AN0663
 AN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS956872(NAD 83)
 AN0663_MARKER: DB = BENCH MARK DISK
 AN0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0663_SP_SET: MARKER POST
 AN0663_STAMPING: Q 123 1933
 AN0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0663
 AN0663  HISTORY     - Date     Condition        Report By
 AN0663  HISTORY     - 1933     MONUMENTED       CGS
 AN0663  HISTORY     - 1942     GOOD             NGS
 AN0663
 AN0663                          STATION DESCRIPTION
 AN0663
 AN0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN0663'IN VICTORIA.
 AN0663'AT VICTORIA, VICTORIA COUNTY, 700 FEET EAST ALONG U.S. HIGHWAY 87 FROM
 AN0663'THE CROSSING OF THE VICTORIA TO HOUSTON BRANCH OF THE TEXAS AND NEW
 AN0663'ORLEANS RAILROAD, 46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 21
 AN0663'FEET EAST OF THE CENTERLINE OF A SPUR TRACK, AND IN THE TOP OF A
 AN0663'CONCRETE HIGHWAY-MARKER POST.  A STANDARD DISK, STAMPED Q 123 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0724 ***********************************************************************
 CD0724  DESIGNATION -  Q 1235
 CD0724  PID         -  CD0724
 CD0724  STATE/COUNTY-  TX/CULBERSON
 CD0724  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0724
 CD0724                         *CURRENT SURVEY CONTROL
 CD0724  ___________________________________________________________________
 CD0724* NAD 83(1986)-  31 53 34.     (N)    104 48 52.     (W)     SCALED    
 CD0724* NAVD 88     -      1716.059  (meters)    5630.10   (feet)  ADJUSTED  
 CD0724  ___________________________________________________________________
 CD0724  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 CD0724  DYNAMIC HT  -        1713.349 (meters)    5621.21  (feet)  COMP
 CD0724  MODELED GRAV-     978,998.3   (mgal)                       NAVD 88
 CD0724
 CD0724  VERT ORDER  -  FIRST     CLASS I
 CD0724
 CD0724.The horizontal coordinates were scaled from a topographic map and have
 CD0724.an estimated accuracy of +/- 6 seconds.
 CD0724
 CD0724.The orthometric height was determined by differential leveling
 CD0724.and adjusted by the National Geodetic Survey in June 1991..
 CD0724
 CD0724.The geoid height was determined by GEOID03.
 CD0724
 CD0724.The dynamic height is computed by dividing the NAVD 88
 CD0724.geopotential number by the normal gravity value computed on the
 CD0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0724.degrees latitude (g = 980.6199 gals.).
 CD0724
 CD0724.The modeled gravity was interpolated from observed gravity values.
 CD0724
 CD0724;                    North         East    Units  Estimated Accuracy
 CD0724;SPC TX C     - 3,255,330.      276,190.      MT  (+/- 180 meters Scaled)
 CD0724
 CD0724                          SUPERSEDED SURVEY CONTROL
 CD0724
 CD0724  NGVD 29 (??/??/92) 1715.411  (m)         5627.98   (f) ADJ UNCH    1 1
 CD0724
 CD0724.Superseded values are not recommended for survey control.
 CD0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0724.See file dsdata.txt to determine how the superseded data were derived.
 CD0724
 CD0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER175285(NAD 83)
 CD0724_MARKER: DB = BENCH MARK DISK
 CD0724_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0724_SP_SET: 16 FT.
 CD0724_STAMPING: Q 1235 1977
 CD0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0724
 CD0724  HISTORY     - Date     Condition        Report By
 CD0724  HISTORY     - 1977     MONUMENTED       NGS
 CD0724
 CD0724                          STATION DESCRIPTION
 CD0724
 CD0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0724'AT PINE SPRINGS.
 CD0724'AT PINE SPRINGS, 134 FT. SOUTH OF THE CENTER LINE OF U.S.
 CD0724'HIGHWAYS 62 AND 180, 43 FT. NORTH OF THE CENTER LINE OF A
 CD0724'HALF-CIRCULAR GRAVEL DRIVEWAY, 52.5 FT. EAST OF THE SOUTHEAST
 CD0724'CORNER OF THE PINE SPRINGS CAFE, 2.5 FT. WEST OF AN END
 CD0724'POWER LINE POLE NUMBERED L10-13 WITH A TRANSFORMER AND THREE
 CD0724'GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0749 ***********************************************************************
 CD0749  DESIGNATION -  Q 1236
 CD0749  PID         -  CD0749
 CD0749  STATE/COUNTY-  TX/HUDSPETH
 CD0749  USGS QUAD   -  MICKEY DRAW WEST (1984)
 CD0749
 CD0749                         *CURRENT SURVEY CONTROL
 CD0749  ___________________________________________________________________
 CD0749* NAD 83(1986)-  31 45 42.     (N)    105 22 25.     (W)     SCALED    
 CD0749* NAVD 88     -      1270.834  (meters)    4169.39   (feet)  ADJUSTED  
 CD0749  ___________________________________________________________________
 CD0749  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0749  DYNAMIC HT  -        1268.923 (meters)    4163.12  (feet)  COMP
 CD0749  MODELED GRAV-     979,091.0   (mgal)                       NAVD 88
 CD0749
 CD0749  VERT ORDER  -  FIRST     CLASS I
 CD0749
 CD0749.The horizontal coordinates were scaled from a topographic map and have
 CD0749.an estimated accuracy of +/- 6 seconds.
 CD0749
 CD0749.The orthometric height was determined by differential leveling
 CD0749.and adjusted by the National Geodetic Survey in June 1991..
 CD0749
 CD0749.The geoid height was determined by GEOID03.
 CD0749
 CD0749.The dynamic height is computed by dividing the NAVD 88
 CD0749.geopotential number by the normal gravity value computed on the
 CD0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0749.degrees latitude (g = 980.6199 gals.).
 CD0749
 CD0749.The modeled gravity was interpolated from observed gravity values.
 CD0749
 CD0749;                    North         East    Units  Estimated Accuracy
 CD0749;SPC TX C     - 3,243,070.      222,680.      MT  (+/- 180 meters Scaled)
 CD0749
 CD0749                          SUPERSEDED SURVEY CONTROL
 CD0749
 CD0749  NGVD 29 (??/??/92) 1270.295  (m)         4167.63   (f) ADJ UNCH    1 1
 CD0749
 CD0749.Superseded values are not recommended for survey control.
 CD0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0749.See file dsdata.txt to determine how the superseded data were derived.
 CD0749
 CD0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR646140(NAD 83)
 CD0749_MARKER: DB = BENCH MARK DISK
 CD0749_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0749_STAMPING: Q 1236 1977
 CD0749_MARK LOGO: NGS   
 CD0749_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0749_ROD/PIPE-DEPTH: 2.7  meters
 CD0749
 CD0749  HISTORY     - Date     Condition        Report By
 CD0749  HISTORY     - 1977     MONUMENTED       NGS
 CD0749  HISTORY     - 1981     GOOD             NGS
 CD0749
 CD0749                          STATION DESCRIPTION
 CD0749
 CD0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0749'104.2 KM (64.7 MI) EAST FROM EL PASO.
 CD0749'104.2 KM (64.7 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0749'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0749'0.5 KM (0.3 MI) WEST OF RANCH ROAD 1111, AT A POWERLINE CROSSING
 CD0749'AND DIRT ROAD LEADING NORTH, 22.9 METERS (75.0 FT) SOUTH-SOUTHWEST
 CD0749'OF THE CENTERLINE OF THE HIGHWAY, 15.1 METERS (49.5 FT) WEST-SOUTHWEST
 CD0749'OF BM F 706, 9.7 METERS (31.8 FT) SOUTH-SOUTHWEST OF A FENCE CORNER,
 CD0749'0.6 METER (2.0 FT) NORTH OF A UTILITY POLE WITH 3 TRANSFORMERS AND
 CD0749'0.3 METER (1.0 FT) EAST-NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE
 CD0749'DISK IS THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CD0749'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CD0749'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0451 ***********************************************************************
 AW0451  DESIGNATION -  Q 1237
 AW0451  PID         -  AW0451
 AW0451  STATE/COUNTY-  TX/GALVESTON
 AW0451  USGS QUAD   -  GALVESTON (1994)
 AW0451
 AW0451                         *CURRENT SURVEY CONTROL
 AW0451  ___________________________________________________________________
 AW0451* NAD 83(1986)-  29 19 57.     (N)    094 46 54.     (W)     SCALED    
 AW0451* NAVD 88     -         2.96   (+/-2cm)       9.7    (feet)  VERTCON   
 AW0451  ___________________________________________________________________
 AW0451  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0451  OBS GRAVITY -     979,264.0   (mgal)                       GRAV_OBS
 AW0451
 AW0451  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0451
 AW0451.The horizontal coordinates were scaled from a topographic map and have
 AW0451.an estimated accuracy of +/- 6 seconds.
 AW0451
 AW0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0451.The vertical order pertains to the NGVD 29 superseded value.
 AW0451
 AW0451.The geoid height was determined by GEOID03.
 AW0451.The observed gravity was obtained from relative gravimeter ties
 AW0451.to the IGSN71 gravity network.
 AW0451
 AW0451;                    North         East    Units  Estimated Accuracy
 AW0451;SPC TXSC     - 4,173,530.    1,009,560.      MT  (+/- 180 meters Scaled)
 AW0451
 AW0451                          SUPERSEDED SURVEY CONTROL
 AW0451
 AW0451  NGVD 29 (??/??/92)    2.958  (m)            9.70   (f) ADJ UNCH    1 1
 AW0451
 AW0451.Superseded values are not recommended for survey control.
 AW0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0451.See file dsdata.txt to determine how the superseded data were derived.
 AW0451
 AW0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN270461(NAD 83)
 AW0451_MARKER: DB = BENCH MARK DISK
 AW0451_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0451_SP_SET: GALVANIZED STEEL ROD
 AW0451_STAMPING: Q 1237 1978
 AW0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0451
 AW0451  HISTORY     - Date     Condition        Report By
 AW0451  HISTORY     - 1978     MONUMENTED       NGS
 AW0451  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0451  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0451  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0451
 AW0451                          STATION DESCRIPTION
 AW0451
 AW0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0451'IN GALVESTON.
 AW0451'ON PELICAN ISLAND, 0.2 MILE SOUTHEAST ALONG SEAWOLF PARKWAY FROM
 AW0451'THE ENTRANCE GATE TO THE SEAWOLF PARK, 50 FT. WEST OF THE CENTERLINE
 AW0451'OF SEAWOLF PARKWAY, 2 FT. SOUTH OF A POWER POLE, 46 FT. SOUTHWEST OF A
 AW0451'NO PARKING ANYTIME SIGN, 80 FT. NORTH OF A UNDERGROUND CABLE SIGN AND
 AW0451'TELEPHONE CABLE BOX.
 AW0451
 AW0451                          STATION RECOVERY (1987)
 AW0451
 AW0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0451'NOT RECOVERED, AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS
 AW0451'FOUND.
 AW0451
 AW0451                          STATION RECOVERY (1988)
 AW0451
 AW0451'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0451'MARK NOT FOUND.
 AW0451
 AW0451                          STATION RECOVERY (1989)
 AW0451
 AW0451'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1667 ***********************************************************************
 AN1667  DESIGNATION -  Q 124
 AN1667  PID         -  AN1667
 AN1667  STATE/COUNTY-  TX/DE WITT
 AN1667  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1667
 AN1667                         *CURRENT SURVEY CONTROL
 AN1667  ___________________________________________________________________
 AN1667* NAD 83(1986)-  28 56 09.     (N)    097 35 21.     (W)     SCALED    
 AN1667* NAVD 88     -       103.31   (+/-2cm)     338.9    (feet)  VERTCON   
 AN1667  ___________________________________________________________________
 AN1667  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN1667
 AN1667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1667
 AN1667.The horizontal coordinates were scaled from a topographic map and have
 AN1667.an estimated accuracy of +/- 6 seconds.
 AN1667
 AN1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1667.The vertical order pertains to the NGVD 29 superseded value.
 AN1667
 AN1667.The geoid height was determined by GEOID03.
 AN1667
 AN1667;                    North         East    Units  Estimated Accuracy
 AN1667;SPC TXSC     - 4,123,020.      737,540.      MT  (+/- 180 meters Scaled)
 AN1667
 AN1667                          SUPERSEDED SURVEY CONTROL
 AN1667
 AN1667  NGVD 29 (??/??/92)  103.308  (m)          338.94   (f) ADJ UNCH    2 0
 AN1667
 AN1667.Superseded values are not recommended for survey control.
 AN1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1667.See file dsdata.txt to determine how the superseded data were derived.
 AN1667
 AN1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT375016(NAD 83)
 AN1667_MARKER: DB = BENCH MARK DISK
 AN1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1667_STAMPING: Q 124 1933
 AN1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1667+STABILITY: SURFACE MOTION
 AN1667
 AN1667  HISTORY     - Date     Condition        Report By
 AN1667  HISTORY     - 1933     MONUMENTED       CGS
 AN1667  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1667
 AN1667                          STATION DESCRIPTION
 AN1667
 AN1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1667'1.6 MI NE FROM NORDHEIM.
 AN1667'ABOUT 1.6 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN1667'FROM THE STATION AT NORDHEIM, DE WITT COUNTY, 3 POLES NORTHEAST OF
 AN1667'MILEPOST 158, AT A PRIVATE-ROAD CROSSING, 47 FEET SOUTHEAST OF THE
 AN1667'CENTER LINE OF THE TRACK, AND ON THE NORTHEAST SIDE OF THE ROAD.  A
 AN1667'STANDARD DISK, STAMPED Q 124 1933 AND SET IN THE TOP OF A CONCRETE
 AN1667'POST.
 AN1667
 AN1667                          STATION RECOVERY (1963)
 AN1667
 AN1667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1494 ***********************************************************************
 AW1494  DESIGNATION -  Q 1241
 AW1494  PID         -  AW1494
 AW1494  STATE/COUNTY-  TX/CHAMBERS
 AW1494  USGS QUAD   -  COVE (1993)
 AW1494
 AW1494                         *CURRENT SURVEY CONTROL
 AW1494  ___________________________________________________________________
 AW1494* NAD 83(1986)-  29 45 41.     (N)    094 51 22.     (W)     SCALED    
 AW1494* NAVD 88     -         9.88   (+/-2cm)      32.4    (feet)  VERTCON   
 AW1494  ___________________________________________________________________
 AW1494  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW1494
 AW1494  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1494
 AW1494.The horizontal coordinates were scaled from a topographic map and have
 AW1494.an estimated accuracy of +/- 6 seconds.
 AW1494
 AW1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1494.The vertical order pertains to the NGVD 29 superseded value.
 AW1494
 AW1494.The geoid height was determined by GEOID03.
 AW1494
 AW1494;                    North         East    Units  Estimated Accuracy
 AW1494;SPC TXSC     - 4,220,780.    1,000,650.      MT  (+/- 180 meters Scaled)
 AW1494
 AW1494                          SUPERSEDED SURVEY CONTROL
 AW1494
 AW1494  NGVD 29 (??/??/92)    9.881  (m)           32.42   (f) ADJ UNCH    1 2
 AW1494
 AW1494.Superseded values are not recommended for survey control.
 AW1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1494.See file dsdata.txt to determine how the superseded data were derived.
 AW1494
 AW1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN205937(NAD 83)
 AW1494_MARKER: DB = BENCH MARK DISK
 AW1494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1494_SP_SET: HEADWALL CONCRETE CULVERT
 AW1494_STAMPING: Q 1241 1978
 AW1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1494+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AW1494
 AW1494  HISTORY     - Date     Condition        Report By
 AW1494  HISTORY     - 1978     MONUMENTED       NGS
 AW1494  HISTORY     - 1990     GOOD             USPSQD
 AW1494  HISTORY     - 19960921 GOOD             USPSQD
 AW1494  HISTORY     - 20010331 GOOD             NGS
 AW1494  HISTORY     - 20040204 GOOD             USPSQD
 AW1494  HISTORY     - 20050205 GOOD             USPSQD
 AW1494
 AW1494                          STATION DESCRIPTION
 AW1494
 AW1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1494'7.1 MI SW FROM COVE.
 AW1494'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE
 AW1494'INTERSTATE 10 OVERPASS AT COVE, THENCE 2.0 MILES SOUTH
 AW1494'ALONG FARM ROAD 2354.  105 FEET SOUTHEAST AND ACROSS THE
 AW1494'ROAD FROM A TELEPHONE POLE, 84 FEET SOUTHEAST OF A CENTER
 AW1494'OF A ROAD WITH WIRE GATE, 21 FEET EAST OF CENTER OF THE ROAD,
 AW1494'6 FEET NORTH OF HIGHWAY CULVERT REFLECTOR POST, AND
 AW1494'0.5 FOOT SOUTH OF NORTH END OF EAST HEADWALL OF THE CULVERT.
 AW1494
 AW1494                          STATION RECOVERY (1990)
 AW1494
 AW1494'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1494'RECOVERED IN GOOD CONDITION.
 AW1494
 AW1494                          STATION RECOVERY (1996)
 AW1494
 AW1494'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1494'RECOVERED IN GOOD CONDITION.
 AW1494
 AW1494                          STATION RECOVERY (2001)
 AW1494
 AW1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1494'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1494
 AW1494                          STATION RECOVERY (2004)
 AW1494
 AW1494'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1494'N 29 45.698  W 094 51.365
 AW1494
 AW1494                          STATION RECOVERY (2005)
 AW1494
 AW1494'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1369 ***********************************************************************
 AW1369  DESIGNATION -  Q 1242
 AW1369  PID         -  AW1369
 AW1369  STATE/COUNTY-  TX/GALVESTON
 AW1369  USGS QUAD   -  CAPLEN (1994)
 AW1369
 AW1369                         *CURRENT SURVEY CONTROL
 AW1369  ___________________________________________________________________
 AW1369* NAD 83(1986)-  29 29 28.     (N)    094 32 49.     (W)     SCALED    
 AW1369* NAVD 88     -         2.04   (+/-2cm)       6.7    (feet)  VERTCON   
 AW1369  ___________________________________________________________________
 AW1369  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1369
 AW1369  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1369
 AW1369.The horizontal coordinates were scaled from a topographic map and have
 AW1369.an estimated accuracy of +/- 6 seconds.
 AW1369
 AW1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1369.The vertical order pertains to the NGVD 29 superseded value.
 AW1369
 AW1369.The geoid height was determined by GEOID03.
 AW1369
 AW1369;                    North         East    Units  Estimated Accuracy
 AW1369;SPC TXSC     - 4,191,950.    1,031,670.      MT  (+/- 180 meters Scaled)
 AW1369
 AW1369                          SUPERSEDED SURVEY CONTROL
 AW1369
 AW1369  NGVD 29 (??/??/92)    2.044  (m)            6.71   (f) ADJ UNCH    1 2
 AW1369
 AW1369.Superseded values are not recommended for survey control.
 AW1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1369.See file dsdata.txt to determine how the superseded data were derived.
 AW1369
 AW1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN500633(NAD 83)
 AW1369_MARKER: DB = BENCH MARK DISK
 AW1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1369_SP_SET: CULVERT
 AW1369_STAMPING: Q 1242 1978
 AW1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1369+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1369
 AW1369  HISTORY     - Date     Condition        Report By
 AW1369  HISTORY     - 1978     MONUMENTED       NGS
 AW1369  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1369  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1369  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW1369  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1369  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1369  HISTORY     - 20041023 GOOD             USPSQD
 AW1369
 AW1369                          STATION DESCRIPTION
 AW1369
 AW1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1369'4.8 MI SW FROM GILCHRIST.
 AW1369'ABOUT 4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1369'OFFICE AT GILCHRIST, SET IN THE CENTER OF A 3X12 CONCRETE BOX
 AW1369'CULVERT, 159 FEET SOUTHWEST OF POWER POLE NUMBER 175 236, 66 FEET
 AW1369'NORTH OF POWER POLE NUMBER 175 237, AND 27 FEET SOUTHEAST OF THE
 AW1369'CENTERLINE OF HIGHWAY.
 AW1369
 AW1369                          STATION RECOVERY (1989)
 AW1369
 AW1369'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWG)
 AW1369'MARK NOT FOUND.
 AW1369
 AW1369                          STATION RECOVERY (1990)
 AW1369
 AW1369'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1369'MARK NOT FOUND.
 AW1369
 AW1369                          STATION RECOVERY (1999)
 AW1369
 AW1369'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1369'MARK NOT FOUND.
 AW1369
 AW1369                          STATION RECOVERY (2001)
 AW1369
 AW1369'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1369'MARK NOT FOUND.
 AW1369
 AW1369                          STATION RECOVERY (2002)
 AW1369
 AW1369'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1369'MARK NOT FOUND.
 AW1369
 AW1369                          STATION RECOVERY (2004)
 AW1369
 AW1369'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1433 ***********************************************************************
 AW1433  DESIGNATION -  Q 1243
 AW1433  PID         -  AW1433
 AW1433  STATE/COUNTY-  TX/CHAMBERS
 AW1433  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW1433
 AW1433                         *CURRENT SURVEY CONTROL
 AW1433  ___________________________________________________________________
 AW1433* NAD 83(1986)-  29 35 01.     (N)    094 41 20.     (W)     SCALED    
 AW1433* NAVD 88     -         2.77   (+/-2cm)       9.1    (feet)  VERTCON   
 AW1433  ___________________________________________________________________
 AW1433  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW1433
 AW1433  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1433
 AW1433.The horizontal coordinates were scaled from a topographic map and have
 AW1433.an estimated accuracy of +/- 6 seconds.
 AW1433
 AW1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1433.The vertical order pertains to the NGVD 29 superseded value.
 AW1433
 AW1433.The geoid height was determined by GEOID03.
 AW1433
 AW1433;                    North         East    Units  Estimated Accuracy
 AW1433;SPC TXSC     - 4,201,670.    1,017,540.      MT  (+/- 180 meters Scaled)
 AW1433
 AW1433                          SUPERSEDED SURVEY CONTROL
 AW1433
 AW1433  NGVD 29 (??/??/92)    2.772  (m)            9.09   (f) ADJ UNCH    1 2
 AW1433
 AW1433.Superseded values are not recommended for survey control.
 AW1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1433.See file dsdata.txt to determine how the superseded data were derived.
 AW1433
 AW1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN364738(NAD 83)
 AW1433_MARKER: DB = BENCH MARK DISK
 AW1433_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1433_SP_SET: GALVANIZED STEEL ROD
 AW1433_STAMPING: Q 1243 1978
 AW1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1433+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1433
 AW1433  HISTORY     - Date     Condition        Report By
 AW1433  HISTORY     - 1978     MONUMENTED       NGS
 AW1433  HISTORY     - 1990     GOOD             USPSQD
 AW1433  HISTORY     - 19970125 GOOD             USPSQD
 AW1433  HISTORY     - 20010331 GOOD             NGS
 AW1433  HISTORY     - 20040308 GOOD             USPSQD
 AW1433  HISTORY     - 20050314 GOOD             USPSQD
 AW1433
 AW1433                          STATION DESCRIPTION
 AW1433
 AW1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1433'5.5 MI NE FROM SMITH POINT.
 AW1433'ABOUT 5.5 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE
 AW1433'GROCERY STORE AT SMITH POINT, 57 FEET SOUTHEAST OF CENTERLINE
 AW1433'OF ROAD, 30 FEET SOUTH OF POWER POLE NUMBER 122 WITH THREE
 AW1433'TRANSFORMERS, 12 FEET NORTH OF THE CENTERLINE OF A FIELD
 AW1433'WITH METAL GATE, AND 1 FOOT NORTHWEST OF A FENCE.
 AW1433
 AW1433                          STATION RECOVERY (1990)
 AW1433
 AW1433'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1433'RECOVERED IN GOOD CONDITION.
 AW1433
 AW1433                          STATION RECOVERY (1997)
 AW1433
 AW1433'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1433'RECOVERED IN GOOD CONDITION.
 AW1433
 AW1433                          STATION RECOVERY (2001)
 AW1433
 AW1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1433'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 AW1433
 AW1433                          STATION RECOVERY (2004)
 AW1433
 AW1433'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1433'RECOVERED IN GOOD CONDITION.
 AW1433
 AW1433                          STATION RECOVERY (2005)
 AW1433
 AW1433'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1295 ***********************************************************************
 AW1295  DESIGNATION -  Q 1245
 AW1295  PID         -  AW1295
 AW1295  STATE/COUNTY-  TX/GALVESTON
 AW1295  USGS QUAD   -  DICKINSON (1997)
 AW1295
 AW1295                         *CURRENT SURVEY CONTROL
 AW1295  ___________________________________________________________________
 AW1295* NAD 83(1986)-  29 23 58.     (N)    095 05 31.     (W)     SCALED    
 AW1295* NAVD 88     -         7.838  (meters)      25.72   (feet)  ADJUSTED  
 AW1295  ___________________________________________________________________
 AW1295  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW1295  DYNAMIC HT  -           7.827 (meters)      25.68  (feet)  COMP
 AW1295  MODELED GRAV-     979,266.7   (mgal)                       NAVD 88
 AW1295
 AW1295  VERT ORDER  -  FIRST     CLASS II
 AW1295
 AW1295.The horizontal coordinates were scaled from a topographic map and have
 AW1295.an estimated accuracy of +/- 6 seconds.
 AW1295
 AW1295.The orthometric height was determined by differential leveling
 AW1295.and adjusted by the National Geodetic Survey in June 1991..
 AW1295
 AW1295.The geoid height was determined by GEOID03.
 AW1295
 AW1295.The dynamic height is computed by dividing the NAVD 88
 AW1295.geopotential number by the normal gravity value computed on the
 AW1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1295.degrees latitude (g = 980.6199 gals.).
 AW1295
 AW1295.The modeled gravity was interpolated from observed gravity values.
 AW1295
 AW1295;                    North         East    Units  Estimated Accuracy
 AW1295;SPC TXSC     - 4,179,900.      979,200.      MT  (+/- 180 meters Scaled)
 AW1295
 AW1295                          SUPERSEDED SURVEY CONTROL
 AW1295
 AW1295  NGVD 29 (12/23/87)    7.835  (m)           25.71   (f) ADJUSTED    1 2
 AW1295
 AW1295.Superseded values are not recommended for survey control.
 AW1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1295.See file dsdata.txt to determine how the superseded data were derived.
 AW1295
 AW1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN970540(NAD 83)
 AW1295_MARKER: DB = BENCH MARK DISK
 AW1295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1295_SP_SET: STAINLESS STEEL ROD
 AW1295_STAMPING: Q 1245 1978
 AW1295_MARK LOGO: NGS   
 AW1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1295
 AW1295  HISTORY     - Date     Condition        Report By
 AW1295  HISTORY     - 1978     MONUMENTED       NGS
 AW1295  HISTORY     - 1987     GOOD             NGS
 AW1295  HISTORY     - 1990     GOOD             USPSQD
 AW1295  HISTORY     - 19910704 GOOD             USPSQD
 AW1295  HISTORY     - 19950610 GOOD             USPSQD
 AW1295  HISTORY     - 20030531 MARK NOT FOUND   USPSQD
 AW1295  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW1295
 AW1295                          STATION DESCRIPTION
 AW1295
 AW1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1295'1.9 MI NORTH FROM ALTA LOMA.
 AW1295'ABOUT 1.9 MILES NORTH ALONG FARM ROAD 646 FROM THE JUNCTION OF STATE
 AW1295'HIGHWAY 6 IN ALTA LOMA.  78 FEET EAST AND ACROSS THE ROAD FROM THE
 AW1295'CENTERLINE OF A DRIVEWAY EAST TO A TAN BRICK HOUSE, 54 FEET EAST OF
 AW1295'THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF A
 AW1295'SHELL ROAD WITH A CATTLE GUARD LEADING WEST TO PUMPING WELL ENCLOSED
 AW1295'IN A CHAIN LINK FENCE, AND 1 FOOT SOUTH OF A POWER POLE WITH
 AW1295'TRANSFORMER.
 AW1295
 AW1295                          STATION RECOVERY (1987)
 AW1295
 AW1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1295'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 AW1295'THE TOWN ALTA LOMA IS NOW CALLED SANTA FE.
 AW1295
 AW1295                          STATION RECOVERY (1990)
 AW1295
 AW1295'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1295'RECOVERED IN GOOD CONDITION.
 AW1295
 AW1295                          STATION RECOVERY (1991)
 AW1295
 AW1295'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1295'RECOVERED IN GOOD CONDITION.
 AW1295
 AW1295                          STATION RECOVERY (1995)
 AW1295
 AW1295'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1295'RECOVERED IN GOOD CONDITION.
 AW1295
 AW1295                          STATION RECOVERY (2003)
 AW1295
 AW1295'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AW1295'IT IS OBVIOUS THAT ADDITIONAL ROW HAS BEEN PURCHASED FOR ROAD WIDENING
 AW1295'IN THIS AREA.  REMOVE THE FOLLOWING FROM THE DESCRIPTION.  30 FEET
 AW1295'SOUTH OF THE CENTERLINE OF A SHELL ROAD WITH A CATTLE GUARD LEADING
 AW1295'WEST TO PUMPING WELL ENCLOSED IN A CHAIN LINK FENCE, AND 1 FOOT SOUTH
 AW1295'OF A POWER POLE WITH TRANSFORMER.
 AW1295
 AW1295                          STATION RECOVERY (2004)
 AW1295
 AW1295'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1333 ***********************************************************************
 AW1333  DESIGNATION -  Q 1246
 AW1333  PID         -  AW1333
 AW1333  STATE/COUNTY-  TX/GALVESTON
 AW1333  USGS QUAD   -  GALVESTON (1994)
 AW1333
 AW1333                         *CURRENT SURVEY CONTROL
 AW1333  ___________________________________________________________________
 AW1333* NAD 83(1986)-  29 20 23.     (N)    094 47 50.     (W)     SCALED    
 AW1333* NAVD 88     -         3.76   (+/-2cm)      12.3    (feet)  VERTCON   
 AW1333  ___________________________________________________________________
 AW1333  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW1333
 AW1333  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1333
 AW1333.The horizontal coordinates were scaled from a topographic map and have
 AW1333.an estimated accuracy of +/- 6 seconds.
 AW1333
 AW1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1333.The vertical order pertains to the NGVD 29 superseded value.
 AW1333
 AW1333.The geoid height was determined by GEOID03.
 AW1333
 AW1333;                    North         East    Units  Estimated Accuracy
 AW1333;SPC TXSC     - 4,174,280.    1,008,020.      MT  (+/- 180 meters Scaled)
 AW1333
 AW1333                          SUPERSEDED SURVEY CONTROL
 AW1333
 AW1333  NGVD 29 (??/??/92)    3.753  (m)           12.31   (f) ADJ UNCH    1 2
 AW1333
 AW1333.Superseded values are not recommended for survey control.
 AW1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1333.See file dsdata.txt to determine how the superseded data were derived.
 AW1333
 AW1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN255469(NAD 83)
 AW1333_MARKER: DB = BENCH MARK DISK
 AW1333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1333_SP_SET: STAINLESS STEEL ROD
 AW1333_STAMPING: Q 1246 1978
 AW1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1333
 AW1333  HISTORY     - Date     Condition        Report By
 AW1333  HISTORY     - 1978     MONUMENTED       NGS
 AW1333  HISTORY     - 19890614 MARK NOT FOUND   USPSQD
 AW1333  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1333  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW1333
 AW1333                          STATION DESCRIPTION
 AW1333
 AW1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1333'6.9 MI NW FROM GALVESTON.
 AW1333'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW1333'RAILROAD FROM THE UNION STATION IN GALVESTON, THENCE, 3.8 MILES
 AW1333'NORTHEAST ALONG 51ST STREET (SEAWOLF PARKWAY), AND THENCE 1.2 MILES
 AW1333'NORTHWEST ALONG A SAND ROAD THAT RUNS ALONG THE LEVEE.  SET ON THE
 AW1333'TOP CENTER OF THE LEVEE, AND ABOUT 0.2 MILE SOUTHEAST OF THE SOUTH
 AW1333'ONE OF THREE TOWERS, 71 FEET NORTHWEST OF THE CENTERLINE OF THE SAND
 AW1333'ROAD, AND 37 FEET NORTHWEST OF AN 8 FOOT WIDE SHALLOW DITCH.
 AW1333
 AW1333                          STATION RECOVERY (1989)
 AW1333
 AW1333'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW1333'MARK NOT FOUND.
 AW1333
 AW1333                          STATION RECOVERY (1995)
 AW1333
 AW1333'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1333'MARK NOT FOUND.
 AW1333
 AW1333                          STATION RECOVERY (2005)
 AW1333
 AW1333'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1333'SANDY SPOIL HAS BEEN PUMPED INTO THE AREA. THIS COULD NOT BE FOUND.
 AW1333'NO WITNESS POST FOUND. NO TOWER TO REFERANCE FROM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0718 ***********************************************************************
 AW0718  DESIGNATION -  Q 1247
 AW0718  PID         -  AW0718
 AW0718  STATE/COUNTY-  TX/HARRIS
 AW0718  USGS QUAD   -  CROSBY (1982)
 AW0718
 AW0718                         *CURRENT SURVEY CONTROL
 AW0718  ___________________________________________________________________
 AW0718* NAD 83(1986)-  29 54 39.     (N)    095 04 08.     (W)     SCALED    
 AW0718* NAVD 88     -        11.869  (meters)      38.94   (feet)  ADJUSTED  
 AW0718  ___________________________________________________________________
 AW0718  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0718  DYNAMIC HT  -          11.853 (meters)      38.89  (feet)  COMP
 AW0718  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 AW0718
 AW0718  VERT ORDER  -  FIRST     CLASS II
 AW0718
 AW0718.The horizontal coordinates were scaled from a topographic map and have
 AW0718.an estimated accuracy of +/- 6 seconds.
 AW0718
 AW0718.The orthometric height was determined by differential leveling
 AW0718.and adjusted by the National Geodetic Survey in June 1991..
 AW0718
 AW0718.The geoid height was determined by GEOID03.
 AW0718
 AW0718.The dynamic height is computed by dividing the NAVD 88
 AW0718.geopotential number by the normal gravity value computed on the
 AW0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0718.degrees latitude (g = 980.6199 gals.).
 AW0718
 AW0718.The modeled gravity was interpolated from observed gravity values.
 AW0718
 AW0718;                    North         East    Units  Estimated Accuracy
 AW0718;SPC TXSC     - 4,236,630.      979,530.      MT  (+/- 180 meters Scaled)
 AW0718
 AW0718                          SUPERSEDED SURVEY CONTROL
 AW0718
 AW0718  NGVD 29 (12/23/87)   11.868  (m)           38.94   (f) ADJUSTED    1 2
 AW0718
 AW0718.Superseded values are not recommended for survey control.
 AW0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0718.See file dsdata.txt to determine how the superseded data were derived.
 AW0718
 AW0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP002107(NAD 83)
 AW0718_MARKER: DB = BENCH MARK DISK
 AW0718_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0718_SP_SET: BRIDGE ABUTMENT
 AW0718_STAMPING: Q 1247 1978
 AW0718_MARK LOGO: NGS   
 AW0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0718
 AW0718  HISTORY     - Date     Condition        Report By
 AW0718  HISTORY     - 1978     MONUMENTED       NGS
 AW0718  HISTORY     - 1987     GOOD             NGS
 AW0718  HISTORY     - 19940111 MARK NOT FOUND   USPSQD
 AW0718
 AW0718                          STATION DESCRIPTION
 AW0718
 AW0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0718'IN CROSBY.
 AW0718'IN CROSBY, 0.1 MILE NORTH ALONG FARM ROAD 2100 FROM THE CROSSING
 AW0718'OF THE SOUTHERN PACIFIC RAILROAD AND FARM ROAD 2100 AND SET IN
 AW0718'TOP WEST END OF THE NORTH ABUTMENT OF BRIDGE.  200 FEET NORTH OF
 AW0718'THE CENTERLINE OF LIVE OAK STREET AND 21 FEET WEST OF THE
 AW0718'CENTERLINE OF FARM ROAD 2100.
 AW0718
 AW0718                          STATION RECOVERY (1987)
 AW0718
 AW0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0718'RECOVERED IN GOOD CONDITION.
 AW0718
 AW0718                          STATION RECOVERY (1994)
 AW0718
 AW0718'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0844 ***********************************************************************
 AW0844  DESIGNATION -  Q 1248
 AW0844  PID         -  AW0844
 AW0844  STATE/COUNTY-  TX/HARRIS
 AW0844  USGS QUAD   -  CROSBY (1982)
 AW0844
 AW0844                         *CURRENT SURVEY CONTROL
 AW0844  ___________________________________________________________________
 AW0844* NAD 83(1986)-  29 58 26.     (N)    095 05 15.     (W)     SCALED    
 AW0844* NAVD 88     -        18.777  (meters)      61.60   (feet)  ADJUSTED  
 AW0844  ___________________________________________________________________
 AW0844  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW0844  DYNAMIC HT  -          18.752 (meters)      61.52  (feet)  COMP
 AW0844  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 AW0844
 AW0844  VERT ORDER  -  FIRST     CLASS II
 AW0844
 AW0844.The horizontal coordinates were scaled from a topographic map and have
 AW0844.an estimated accuracy of +/- 6 seconds.
 AW0844
 AW0844.The orthometric height was determined by differential leveling
 AW0844.and adjusted by the National Geodetic Survey in June 1991..
 AW0844
 AW0844.The geoid height was determined by GEOID03.
 AW0844
 AW0844.The dynamic height is computed by dividing the NAVD 88
 AW0844.geopotential number by the normal gravity value computed on the
 AW0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0844.degrees latitude (g = 980.6199 gals.).
 AW0844
 AW0844.The modeled gravity was interpolated from observed gravity values.
 AW0844
 AW0844;                    North         East    Units  Estimated Accuracy
 AW0844;SPC TXSC     - 4,243,550.      977,500.      MT  (+/- 180 meters Scaled)
 AW0844
 AW0844                          SUPERSEDED SURVEY CONTROL
 AW0844
 AW0844  NGVD 29 (12/23/87)   18.776  (m)           61.60   (f) ADJUSTED    1 2
 AW0844
 AW0844.Superseded values are not recommended for survey control.
 AW0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0844.See file dsdata.txt to determine how the superseded data were derived.
 AW0844
 AW0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP985177(NAD 83)
 AW0844_MARKER: DB = BENCH MARK DISK
 AW0844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0844_SP_SET: HEADWALL
 AW0844_STAMPING: Q 1248 1978
 AW0844_MARK LOGO: NGS   
 AW0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0844+STABILITY: SURFACE MOTION
 AW0844
 AW0844  HISTORY     - Date     Condition        Report By
 AW0844  HISTORY     - 1978     MONUMENTED       NGS
 AW0844  HISTORY     - 1987     GOOD             NGS
 AW0844  HISTORY     - 19940111 MARK NOT FOUND   USPSQD
 AW0844
 AW0844                          STATION DESCRIPTION
 AW0844
 AW0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0844'4.7 MI NORTH FROM CROSBY.
 AW0844'4.7 MILES NORTH ALONG FARM ROAD 2100 FROM THE CROSSING OF THE SOUTHERN
 AW0844'PACIFIC RAILROAD AND FARM ROAD 2100 AT CROSBY, SET IN TOP OF THE SOUTH
 AW0844'END OF THE EAST HEADWALL FOR A 36 INCH PIPE CULVERT, 298 FEET NORTH OF
 AW0844'THE EXTENDED CENTERLINE OF INDIAN SHORES ROAD, 24 FEET EAST OF THE
 AW0844'CENTERLINE OF FARM ROAD 2100, AND 1 FOOT NORTH OF THE SOUTH END OF THE
 AW0844'HEADWALL.
 AW0844
 AW0844                          STATION RECOVERY (1987)
 AW0844
 AW0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0844'RECOVERED IN GOOD CONDITION.
 AW0844
 AW0844                          STATION RECOVERY (1994)
 AW0844
 AW0844'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1855 ***********************************************************************
 BL1855  DESIGNATION -  Q 1250
 BL1855  PID         -  BL1855
 BL1855  STATE/COUNTY-  TX/WALLER
 BL1855  USGS QUAD   -  WALLER NW (1980)
 BL1855
 BL1855                         *CURRENT SURVEY CONTROL
 BL1855  ___________________________________________________________________
 BL1855* NAD 83(1986)-  30 08 39.     (N)    095 54 42.     (W)     SCALED    
 BL1855* NAVD 88     -        91.43   (+/-2cm)     300.0    (feet)  VERTCON   
 BL1855  ___________________________________________________________________
 BL1855  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1855
 BL1855  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1855
 BL1855.The horizontal coordinates were scaled from a topographic map and have
 BL1855.an estimated accuracy of +/- 6 seconds.
 BL1855
 BL1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1855.The vertical order pertains to the NGVD 29 superseded value.
 BL1855
 BL1855.The geoid height was determined by GEOID03.
 BL1855
 BL1855;                    North         East    Units  Estimated Accuracy
 BL1855;SPC TXSC     - 4,260,040.      897,500.      MT  (+/- 180 meters Scaled)
 BL1855
 BL1855                          SUPERSEDED SURVEY CONTROL
 BL1855
 BL1855  NGVD 29 (04/06/79)   91.411  (m)          299.90   (f) ADJUSTED    1 2
 BL1855
 BL1855.Superseded values are not recommended for survey control.
 BL1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1855.See file dsdata.txt to determine how the superseded data were derived.
 BL1855
 BL1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP195383(NAD 83)
 BL1855_MARKER: DB = BENCH MARK DISK
 BL1855_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1855_SP_SET: STAINLESS STEEL ROD
 BL1855_STAMPING: Q 1250 1978
 BL1855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1855
 BL1855  HISTORY     - Date     Condition        Report By
 BL1855  HISTORY     - 1978     MONUMENTED       NGS
 BL1855  HISTORY     - 1987     GOOD             USPSQD
 BL1855  HISTORY     - 19990718 GOOD             USPSQD
 BL1855  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1855  HISTORY     - 20050825 GOOD             GEOCAC
 BL1855
 BL1855                          STATION DESCRIPTION
 BL1855
 BL1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1855'7.0 MI NORTH FROM WALLER.
 BL1855'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION
 BL1855'WITH ALLIANCE STREET IN WALLER, THENCE 0.05 MILE NORTH ALONG A
 BL1855'PAVED ROAD, THENCE 0.05 MILE EAST ALONG MILLS ROAD, THENCE 5.15
 BL1855'MILE NORTH ALONG FIELDS STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER
 BL1855'ROAD, THENCE 1.45 MILES NORTH ALONG FIELDS STORE ROAD, AT THE NORTH
 BL1855'END OF A GROVE OF OAK TREES, 34.5 FEET EAST OF THE CENTERLINE OF
 BL1855'FIELDS STORE ROAD, 29 FEET NORTH OF THE CORNER POST FOR A FENCE
 BL1855'LEADING NORTHEAST, WHICH IS ALSO THE SOUTHERLY GATE POST FOR A WIRE
 BL1855'GATE, 6 FEET NORTH OF THE NORTHERLY GATE POST FOR A WIRE GATE AND A
 BL1855'DIM DRIVE LEADING NORTHEAST, AND 1 FOOT WEST OF THE NORTH AND SOUTH
 BL1855'FENCE.  ROD WAS DRIVEN TO REFUSAL AT 18 FEET, DISK IS LEVEL WITH THE
 BL1855'GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW
 BL1855'PLUG.
 BL1855
 BL1855                          STATION RECOVERY (1987)
 BL1855
 BL1855'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1855'RECOVERED IN GOOD CONDITION.
 BL1855
 BL1855                          STATION RECOVERY (1999)
 BL1855
 BL1855'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1855'RECOVERED IN GOOD CONDITION.
 BL1855
 BL1855                          STATION RECOVERY (2005)
 BL1855
 BL1855'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWB)
 BL1855'WITNESS POST FOUND, BUT NO MARKER.  DUG AROUND POST BUT MARKER IS NOT
 BL1855'PRESENT.
 BL1855
 BL1855                          STATION RECOVERY (2005)
 BL1855
 BL1855'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1855'ABOUT 269 FEET SOUTH OF A SMALL CULVERT UNDER FIELDS STORE RD, 3 FEET
 BL1855'WEST OF A FENCE, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 BL1855'LAT/LON BY HANDHELD GPS(NAD83) N30 08 43.3 W095 54 41.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0313 ***********************************************************************
 AW0313  DESIGNATION -  Q 1251
 AW0313  PID         -  AW0313
 AW0313  STATE/COUNTY-  TX/AUSTIN
 AW0313  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0313
 AW0313                         *CURRENT SURVEY CONTROL
 AW0313  ___________________________________________________________________
 AW0313* NAD 83(1986)-  29 47 02.     (N)    095 27 21.     (W)     SCALED    
 AW0313* NAVD 88     -        19.944  (meters)      65.43   (feet)  ADJUSTED  
 AW0313  ___________________________________________________________________
 AW0313  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW0313  DYNAMIC HT  -          19.917 (meters)      65.34  (feet)  COMP
 AW0313  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 AW0313
 AW0313  VERT ORDER  -  FIRST     CLASS II
 AW0313
 AW0313.The horizontal coordinates were scaled from a topographic map and have
 AW0313.an estimated accuracy of +/- 6 seconds.
 AW0313
 AW0313.The orthometric height was determined by differential leveling
 AW0313.and adjusted by the National Geodetic Survey in June 1991..
 AW0313
 AW0313.The geoid height was determined by GEOID03.
 AW0313
 AW0313.The dynamic height is computed by dividing the NAVD 88
 AW0313.geopotential number by the normal gravity value computed on the
 AW0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0313.degrees latitude (g = 980.6199 gals.).
 AW0313
 AW0313.The modeled gravity was interpolated from observed gravity values.
 AW0313
 AW0313;                    North         East    Units  Estimated Accuracy
 AW0313;SPC TXSC     - 4,221,370.      942,610.      MT  (+/- 180 meters Scaled)
 AW0313
 AW0313                          SUPERSEDED SURVEY CONTROL
 AW0313
 AW0313  NGVD 29 (12/23/87)   19.939  (m)           65.42   (f) ADJUSTED    1 2
 AW0313
 AW0313.Superseded values are not recommended for survey control.
 AW0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0313.See file dsdata.txt to determine how the superseded data were derived.
 AW0313
 AW0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN625973(NAD 83)
 AW0313_MARKER: DB = BENCH MARK DISK
 AW0313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0313_SP_SET: HEADWALL
 AW0313_STAMPING: Q 1251 1978
 AW0313_MARK LOGO: NGS   
 AW0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0313+STABILITY: SURFACE MOTION
 AW0313
 AW0313  HISTORY     - Date     Condition        Report By
 AW0313  HISTORY     - 1978     MONUMENTED       NGS
 AW0313  HISTORY     - 1983     GOOD             NGS
 AW0313  HISTORY     - 1986     GOOD             NGS
 AW0313  HISTORY     - 1987     GOOD             USPSQD
 AW0313
 AW0313                          STATION DESCRIPTION
 AW0313
 AW0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0313'6.4 MI WEST FROM HOUSTON.
 AW0313'6.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0313'THE SWITCH CONTROL BUILDING NUMBER 180 IN HOUSTON, DISK IS SET IN THE
 AW0313'WEST END OF A HEADWALL FOR CONCRETE CULVERT ON THE NORTHEAST CORNER
 AW0313'OF THE INTERSECTION OF NORTH POST OAK ROAD AND OLD KATY ROAD 154 FEET
 AW0313'EAST OF THE CENTERLINE OF NORTH POST OAK ROAD, 58 FEET SOUTH OF THE
 AW0313'SOUTH RAIL, 27 FEET NORTH OF THE CENTERLINE OF THE TWO MAIN LANES OF
 AW0313'OLD KATY ROAD, AND 2 FEET EAST OF THE WEST END OF THE HEADWALL.
 AW0313
 AW0313                          STATION RECOVERY (1983)
 AW0313
 AW0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0313'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0313'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0313'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0313'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0313'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 10.3 KM (6.4 MI) WEST-NORTHWEST
 AW0313'ALONG THE RAILROAD TO THE MARK SET IN THE HEADWALL OF A CONCRETE
 AW0313'CULVERT WHICH IS 46.9 METERS (154.0 FT) EAST OF THE CENTERLINE OF THE
 AW0313'CROSSING OF NORTH POST OAK ROAD, THE MARK IS SET IN THE WEST END OF
 AW0313'THE HEADWALL OF THE CULVERT UNDER THE WESTBOUND LANES OF KATY ROAD,
 AW0313'17.6 METERS (58.0 FT) SOUTH OF THE SOUTH RAIL, 8.2 METERS (27.0 FT)
 AW0313'NORTH OF THE CENTERLINE OF THE TWO MAIN LANES OF OLD KATY ROAD, AND
 AW0313'0.6 METER (2.0 FT) EAST OF THE WEST END OF THE HEADWALL.
 AW0313'THE MARK IS ABOVE LEVEL WITH OLD KATY ROAD.
 AW0313
 AW0313                          STATION RECOVERY (1986)
 AW0313
 AW0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0313'RECOVERED IN GOOD CONDITION.
 AW0313
 AW0313                          STATION RECOVERY (1987)
 AW0313
 AW0313'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0307 ***********************************************************************
 AW0307  DESIGNATION -  Q 1252
 AW0307  PID         -  AW0307
 AW0307  STATE/COUNTY-  TX/HARRIS
 AW0307  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0307
 AW0307                         *CURRENT SURVEY CONTROL
 AW0307  ___________________________________________________________________
 AW0307* NAD 83(1986)-  29 47 06.     (N)    095 30 50.     (W)     SCALED    
 AW0307* NAVD 88     -        22.71   (+/-2cm)      74.5    (feet)  VERTCON   
 AW0307  ___________________________________________________________________
 AW0307  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW0307
 AW0307  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0307
 AW0307.The horizontal coordinates were scaled from a topographic map and have
 AW0307.an estimated accuracy of +/- 6 seconds.
 AW0307
 AW0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0307.The vertical order pertains to the NGVD 29 superseded value.
 AW0307
 AW0307.The geoid height was determined by GEOID03.
 AW0307
 AW0307;                    North         East    Units  Estimated Accuracy
 AW0307;SPC TXSC     - 4,221,320.      937,000.      MT  (+/- 180 meters Scaled)
 AW0307
 AW0307                          SUPERSEDED SURVEY CONTROL
 AW0307
 AW0307  NGVD 29 (??/??/??)   22.704  (m)           74.49   (f) ADJUSTED    1 2
 AW0307
 AW0307.Superseded values are not recommended for survey control.
 AW0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0307.See file dsdata.txt to determine how the superseded data were derived.
 AW0307
 AW0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN569976(NAD 83)
 AW0307_MARKER: DB = BENCH MARK DISK
 AW0307_STAMPING: Q 1252 1978
 AW0307_MARK LOGO: NGS   
 AW0307
 AW0307  HISTORY     - Date     Condition        Report By
 AW0307  HISTORY     - 1978     MONUMENTED       NGS
 AW0307  HISTORY     - 1983     GOOD             NGS
 AW0307  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0307  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0307  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW0307
 AW0307                          STATION DESCRIPTION
 AW0307
 AW0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0307'7.8 MI EAST FROM ADDICKS.
 AW0307'7.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0307'THE RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, MARK IS LOCATED
 AW0307'ON THE NORTHEAST CORNER AT THE INTERSECTION OF CAMPBELL STREET AND
 AW0307'THE RAILROAD 58 FEET NORTH OF THE NORTH RAIL, 39 FEET EAST OF THE
 AW0307'CENTERLINE OF THE NORTHBOUND LANES OF CAMPBELL STREET, 30 FEET SOUTH
 AW0307'OF THE EXTENDED CENTERLINE OF OLD KATY ROAD, AND 29 FEET NORTHWEST
 AW0307'OF AN ELECTRICAL BOX FOR THE RAILROAD.  DISK IS LEVEL WITH THE GROUND,
 AW0307'ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW0307
 AW0307                          STATION RECOVERY (1983)
 AW0307
 AW0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0307'RECOVERED IN GOOD CONDITION.  NOTE, ADD 0.3 METER (1.0 FT)
 AW0307'NORTH-NORTHWEST OF A CHAIN LINK FENCE CORNER POST.
 AW0307
 AW0307                          STATION RECOVERY (1986)
 AW0307
 AW0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0307'THE MARK WAS FOUND WITH THE DISK MISSING.
 AW0307
 AW0307                          STATION RECOVERY (1987)
 AW0307
 AW0307'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0307'MARK NOT FOUND.
 AW0307
 AW0307                          STATION RECOVERY (1994)
 AW0307
 AW0307'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0092 ***********************************************************************
 AM0092  DESIGNATION -  Q 1255
 AM0092  PID         -  AM0092
 AM0092  STATE/COUNTY-  TX/BRAZORIA
 AM0092  USGS QUAD   -  FREEPORT (1974)
 AM0092
 AM0092                         *CURRENT SURVEY CONTROL
 AM0092  ___________________________________________________________________
 AM0092* NAD 83(1986)-  28 57 06.     (N)    095 17 14.     (W)     SCALED    
 AM0092* NAVD 88     -         1.92   (+/-2cm)       6.3    (feet)  VERTCON   
 AM0092  ___________________________________________________________________
 AM0092  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0092
 AM0092  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0092
 AM0092.The horizontal coordinates were scaled from a topographic map and have
 AM0092.an estimated accuracy of +/- 6 seconds.
 AM0092
 AM0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0092.The vertical order pertains to the NGVD 29 superseded value.
 AM0092
 AM0092.The geoid height was determined by GEOID03.
 AM0092
 AM0092;                    North         East    Units  Estimated Accuracy
 AM0092;SPC TXSC     - 4,129,690.      961,840.      MT  (+/- 180 meters Scaled)
 AM0092
 AM0092                          SUPERSEDED SURVEY CONTROL
 AM0092
 AM0092  NGVD 29 (??/??/92)    1.943  (m)            6.37   (f) ADJ UNCH    1 1
 AM0092
 AM0092.Superseded values are not recommended for survey control.
 AM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0092.See file dsdata.txt to determine how the superseded data were derived.
 AM0092
 AM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN770047(NAD 83)
 AM0092_MARKER: DB = BENCH MARK DISK
 AM0092_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0092_SP_SET: STAINLESS STEEL ROD
 AM0092_STAMPING: Q 1255 1978
 AM0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0092+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0092
 AM0092  HISTORY     - Date     Condition        Report By
 AM0092  HISTORY     - 1978     MONUMENTED       NGS
 AM0092  HISTORY     - 1988     GOOD             USPSQD
 AM0092  HISTORY     - 1989     GOOD             USPSQD
 AM0092  HISTORY     - 1990     GOOD             USPSQD
 AM0092  HISTORY     - 19940416 GOOD             USPSQD
 AM0092  HISTORY     - 20040209 GOOD             USPSQD
 AM0092  HISTORY     - 20050218 GOOD             USPSQD
 AM0092
 AM0092                          STATION DESCRIPTION
 AM0092
 AM0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0092'IN SURFSIDE.
 AM0092'IN SURFSIDE, AT THE JUNCTION OF COUNTY ROAD 257 AND STATE HIGHWAY
 AM0092'332, SET BETWEEN A POWERLINE POLE AND A CORNER FENCE POST, 63 FT EAST
 AM0092'OF THE CENTERLINE OF COUNTY ROAD 257, 71 FT NORTH OF THE CENTERLINE
 AM0092'OF STATE HIGHWAY 332, 1 FT NORTHEAST OF A POWERLINE POLE, 1 FT
 AM0092'SOUTH OF A CORNER FENCEPOST, 92 FT NORTHEAST OF THE CENTER OF
 AM0092'THE JUNCTION OF COUNTY ROAD 257 AND STATE HIGHWAY 332.
 AM0092
 AM0092                          STATION RECOVERY (1988)
 AM0092
 AM0092'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AM0092'RECOVERED IN GOOD CONDITION.
 AM0092
 AM0092                          STATION RECOVERY (1989)
 AM0092
 AM0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0092'RECOVERED IN GOOD CONDITION.
 AM0092
 AM0092                          STATION RECOVERY (1990)
 AM0092
 AM0092'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AM0092'RECOVERED IN GOOD CONDITION.
 AM0092
 AM0092                          STATION RECOVERY (1994)
 AM0092
 AM0092'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0092'RECOVERED IN GOOD CONDITION.
 AM0092
 AM0092                          STATION RECOVERY (2004)
 AM0092
 AM0092'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0092'GO TO N 27 57 06.3  W 095 17 14.1
 AM0092
 AM0092                          STATION RECOVERY (2005)
 AM0092
 AM0092'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0133 ***********************************************************************
 AM0133  DESIGNATION -  Q 1256
 AM0133  PID         -  AM0133
 AM0133  STATE/COUNTY-  TX/MATAGORDA
 AM0133  USGS QUAD   -  WADSWORTH (1972)
 AM0133
 AM0133                         *CURRENT SURVEY CONTROL
 AM0133  ___________________________________________________________________
 AM0133* NAD 83(1986)-  28 46 53.     (N)    095 56 15.     (W)     SCALED    
 AM0133* NAVD 88     -         5.28   (+/-2cm)      17.3    (feet)  VERTCON   
 AM0133  ___________________________________________________________________
 AM0133  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AM0133
 AM0133  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0133
 AM0133.The horizontal coordinates were scaled from a topographic map and have
 AM0133.an estimated accuracy of +/- 6 seconds.
 AM0133
 AM0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0133.The vertical order pertains to the NGVD 29 superseded value.
 AM0133
 AM0133.The geoid height was determined by GEOID03.
 AM0133
 AM0133;                    North         East    Units  Estimated Accuracy
 AM0133;SPC TXSC     - 4,108,990.      898,970.      MT  (+/- 180 meters Scaled)
 AM0133
 AM0133                          SUPERSEDED SURVEY CONTROL
 AM0133
 AM0133  NGVD 29 (??/??/92)    5.327  (m)           17.48   (f) ADJ UNCH    1 1
 AM0133
 AM0133.Superseded values are not recommended for survey control.
 AM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0133.See file dsdata.txt to determine how the superseded data were derived.
 AM0133
 AM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM132873(NAD 83)
 AM0133_MARKER: DB = BENCH MARK DISK
 AM0133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0133_SP_SET: STAINLESS STEEL ROD
 AM0133_STAMPING: Q 1256 1978
 AM0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0133+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0133
 AM0133  HISTORY     - Date     Condition        Report By
 AM0133  HISTORY     - 1978     MONUMENTED       NGS
 AM0133  HISTORY     - 20060316 GOOD             USPSQD
 AM0133
 AM0133                          STATION DESCRIPTION
 AM0133
 AM0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0133'3.75 MI SOUTH FROM WADSWORTH.
 AM0133'3.75 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AM0133'WADSWORTH, 49 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FT. SOUTH
 AM0133'OF A TELEPHONE POLE, 1 FT. EAST OF THE FENCE.
 AM0133
 AM0133                          STATION RECOVERY (2006)
 AM0133
 AM0133'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0133'FOUND AS DESCRIBED.  GO TO N28 46 53.5 W095 56 15.3.  THE MARK IS 1
 AM0133'FOOT NORTH OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0161 ***********************************************************************
 AH0161  DESIGNATION -  Q 1257
 AH0161  PID         -  AH0161
 AH0161  STATE/COUNTY-  TX/SAN PATRICIO
 AH0161  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0161
 AH0161                         *CURRENT SURVEY CONTROL
 AH0161  ___________________________________________________________________
 AH0161* NAD 83(1986)-  27 51 54.     (N)    097 10 36.     (W)     SCALED    
 AH0161* NAVD 88     -         4.781  (meters)      15.69   (feet)  ADJUSTED  
 AH0161  ___________________________________________________________________
 AH0161  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0161  DYNAMIC HT  -           4.774 (meters)      15.66  (feet)  COMP
 AH0161  MODELED GRAV-     979,141.2   (mgal)                       NAVD 88
 AH0161
 AH0161  VERT ORDER  -  FIRST     CLASS I
 AH0161
 AH0161.The horizontal coordinates were scaled from a topographic map and have
 AH0161.an estimated accuracy of +/- 6 seconds.
 AH0161
 AH0161.The orthometric height was determined by differential leveling
 AH0161.and adjusted by the National Geodetic Survey in June 1991..
 AH0161
 AH0161.The geoid height was determined by GEOID03.
 AH0161
 AH0161.The dynamic height is computed by dividing the NAVD 88
 AH0161.geopotential number by the normal gravity value computed on the
 AH0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0161.degrees latitude (g = 980.6199 gals.).
 AH0161
 AH0161.The modeled gravity was interpolated from observed gravity values.
 AH0161
 AH0161;                    North         East    Units  Estimated Accuracy
 AH0161;SPC TX S     - 5,244,250.      430,330.      MT  (+/- 180 meters Scaled)
 AH0161
 AH0161                          SUPERSEDED SURVEY CONTROL
 AH0161
 AH0161  NGVD 29 (??/??/92)    4.954  (m)           16.25   (f) ADJ UNCH    1 1
 AH0161
 AH0161.Superseded values are not recommended for survey control.
 AH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0161.See file dsdata.txt to determine how the superseded data were derived.
 AH0161
 AH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR795835(NAD 83)
 AH0161_MARKER: DB = BENCH MARK DISK
 AH0161_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH0161_SP_SET: COPPER-CLAD STEEL ROD
 AH0161_STAMPING: Q 1257 1978
 AH0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0161
 AH0161  HISTORY     - Date     Condition        Report By
 AH0161  HISTORY     - 1978     MONUMENTED       NGS
 AH0161  HISTORY     - 1989     GOOD             USPSQD
 AH0161  HISTORY     - 1989     GOOD             USPSQD
 AH0161  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0161
 AH0161                          STATION DESCRIPTION
 AH0161
 AH0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0161'3.4 MI SW FROM ARANSAS PASS.
 AH0161'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 361 FROM THE JUNCTION OF
 AH0161'STATE HIGHWAY 361 EAST AND STATE HIGHWAY 35 BUSINESS IN ARANSAS PASS
 AH0161'(THIS IS ALSO THE JUNCTION OF GOODNIGHT AVENUE AND COMMERCIAL STREET),
 AH0161'THEN 1.4 MILES SOUTHWEST ALONG FARM ROAD 2725 TO SITE OF BENCH MARK.
 AH0161'134 FEET SOUTHWEST OF A SHELL AND SAND DRIVEWAY, 50 FEET WEST OF THE
 AH0161'CENTERLINE OF HIGHWAY, 43 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AH0161'A SMALL CEMENT BLOCK BUILDING AND 2 FEET SOUTHWEST OF A POWERLINE
 AH0161'POLE.
 AH0161
 AH0161                          STATION RECOVERY (1989)
 AH0161
 AH0161'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0161'RECOVERED IN GOOD CONDITION.
 AH0161
 AH0161                          STATION RECOVERY (1989)
 AH0161
 AH0161'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0161'RECOVERED IN GOOD CONDITION.
 AH0161
 AH0161                          STATION RECOVERY (1995)
 AH0161
 AH0161'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0118 ***********************************************************************
 AO0118  DESIGNATION -  Q 127
 AO0118  PID         -  AO0118
 AO0118  STATE/COUNTY-  TX/LA SALLE
 AO0118  USGS QUAD   -  FOWLERTON (1969)
 AO0118
 AO0118                         *CURRENT SURVEY CONTROL
 AO0118  ___________________________________________________________________
 AO0118* NAD 83(1986)-  28 27 46.     (N)    098 48 34.     (W)     SCALED    
 AO0118* NAVD 88     -       100.895  (meters)     331.02   (feet)  ADJUSTED  
 AO0118  ___________________________________________________________________
 AO0118  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AO0118  DYNAMIC HT  -         100.745 (meters)     330.53  (feet)  COMP
 AO0118  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 AO0118
 AO0118  VERT ORDER  -  SECOND    CLASS 0
 AO0118
 AO0118.The horizontal coordinates were scaled from a topographic map and have
 AO0118.an estimated accuracy of +/- 6 seconds.
 AO0118
 AO0118.The orthometric height was determined by differential leveling
 AO0118.and adjusted by the National Geodetic Survey in June 1991..
 AO0118
 AO0118.The geoid height was determined by GEOID03.
 AO0118
 AO0118.The dynamic height is computed by dividing the NAVD 88
 AO0118.geopotential number by the normal gravity value computed on the
 AO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0118.degrees latitude (g = 980.6199 gals.).
 AO0118
 AO0118.The modeled gravity was interpolated from observed gravity values.
 AO0118
 AO0118;                    North         East    Units  Estimated Accuracy
 AO0118;SPC TXSC     - 4,069,780.      618,660.      MT  (+/- 180 meters Scaled)
 AO0118
 AO0118                          SUPERSEDED SURVEY CONTROL
 AO0118
 AO0118  NGVD 29 (??/??/92)  100.85   (m)          330.9    (f) COMPUTED    2 0
 AO0118
 AO0118.Superseded values are not recommended for survey control.
 AO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0118.See file dsdata.txt to determine how the superseded data were derived.
 AO0118
 AO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS186484(NAD 83)
 AO0118_MARKER: DB = BENCH MARK DISK
 AO0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0118_SP_SET: BALUSTRADE
 AO0118_STAMPING: Q 127 1933
 AO0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0118
 AO0118  HISTORY     - Date     Condition        Report By
 AO0118  HISTORY     - 1933     MONUMENTED       CGS
 AO0118  HISTORY     - 1968     GOOD             USGS
 AO0118
 AO0118                          STATION DESCRIPTION
 AO0118
 AO0118'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0118'IN FOWLERTON.
 AO0118'ONE BLOCK SOUTH OF THE POST OFFICE AT FOWLERTON TO STATE HIGHWAY 97,
 AO0118'THENCE 0.3 MILES NORTHEAST ALONG STATE HIGHWAY 97 TO A GRAVEL ROAD
 AO0118'SOUTH, THENCE 0.25 MILES SOUTH ON GRAVEL ROAD TO SITE OF THE OLD HIGH
 AO0118'SCHOOL ABOUT 180 FEET WEST OF THE ROAD, IN THE TOP OF THE EAST
 AO0118'BALUSTRADE OF THE CONCRETE STEPS AT THE NORTH ENTRANCE OF THE
 AO0118'DISMANTLED SCHOOL BUILDING.  A STANDARD DISK.  STAMPED 330.836 Q 127
 AO0118'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0058 ***********************************************************************
 AH0058  DESIGNATION -  Q 1271
 AH0058  PID         -  AH0058
 AH0058  STATE/COUNTY-  TX/NUECES
 AH0058  USGS QUAD   -  ROBSTOWN (1975)
 AH0058
 AH0058                         *CURRENT SURVEY CONTROL
 AH0058  ___________________________________________________________________
 AH0058* NAD 83(1986)-  27 47 15.     (N)    097 39 38.     (W)     SCALED    
 AH0058* NAVD 88     -        22.226  (meters)      72.92   (feet)  ADJUSTED  
 AH0058  ___________________________________________________________________
 AH0058  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH0058  DYNAMIC HT  -          22.192 (meters)      72.81  (feet)  COMP
 AH0058  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 AH0058
 AH0058  VERT ORDER  -  FIRST     CLASS I
 AH0058
 AH0058.The horizontal coordinates were scaled from a topographic map and have
 AH0058.an estimated accuracy of +/- 6 seconds.
 AH0058
 AH0058.The orthometric height was determined by differential leveling
 AH0058.and adjusted by the National Geodetic Survey in June 1991..
 AH0058.WARNING-Repeat measurements at this control monument indicate possible
 AH0058.vertical movement.
 AH0058
 AH0058.The geoid height was determined by GEOID03.
 AH0058
 AH0058.The dynamic height is computed by dividing the NAVD 88
 AH0058.geopotential number by the normal gravity value computed on the
 AH0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0058.degrees latitude (g = 980.6199 gals.).
 AH0058
 AH0058.The modeled gravity was interpolated from observed gravity values.
 AH0058
 AH0058;                    North         East    Units  Estimated Accuracy
 AH0058;SPC TX S     - 5,235,250.      382,730.      MT  (+/- 180 meters Scaled)
 AH0058
 AH0058                          SUPERSEDED SURVEY CONTROL
 AH0058
 AH0058.No superseded survey control is available for this station.
 AH0058
 AH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR319743(NAD 83)
 AH0058_MARKER: DB = BENCH MARK DISK
 AH0058_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0058_SP_SET: STAINLESS STEEL ROD
 AH0058_STAMPING: Q 1271 1978
 AH0058_MARK LOGO: NGS   
 AH0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0058
 AH0058  HISTORY     - Date     Condition        Report By
 AH0058  HISTORY     - 1978     MONUMENTED       NGS
 AH0058  HISTORY     - 1981     GOOD             NGS
 AH0058  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0058
 AH0058                          STATION DESCRIPTION
 AH0058
 AH0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0058'IN ROBSTOWN.
 AH0058'AT ROBSTOWN, 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 44 AND
 AH0058'THE MISSOURI PACIFIC RAILROAD, AT A DIRT ROAD LEADING SOUTH, 42
 AH0058'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET NORTH OF THE
 AH0058'CENTER OF THE PACIFIC SOUTHERN RAILROAD, 15 FEET EAST OF THE CENTER-
 AH0058'LINE OF THE ROAD AND 2 FEET EAST OF THE SOUTH END OF THE EAST CONCRETE
 AH0058'HEADWALL OF A CULVERT UNDER THE DIRT ROAD.
 AH0058
 AH0058                          STATION RECOVERY (1981)
 AH0058
 AH0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0058'RECOVERED IN GOOD CONDITION.  ROD CASING FLUSH WITH THE GROUND.
 AH0058
 AH0058                          STATION RECOVERY (2001)
 AH0058
 AH0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1855 ***********************************************************************
 AN1855  DESIGNATION -  Q 1272
 AN1855  PID         -  AN1855
 AN1855  STATE/COUNTY-  TX/REFUGIO
 AN1855  USGS QUAD   -  WOODSBORO (1978)
 AN1855
 AN1855                         *CURRENT SURVEY CONTROL
 AN1855  ___________________________________________________________________
 AN1855* NAD 83(1986)-  28 14 25.     (N)    097 19 59.     (W)     SCALED    
 AN1855* NAVD 88     -        14.712  (meters)      48.27   (feet)  ADJUSTED  
 AN1855  ___________________________________________________________________
 AN1855  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1855  DYNAMIC HT  -          14.690 (meters)      48.20  (feet)  COMP
 AN1855  MODELED GRAV-     979,151.6   (mgal)                       NAVD 88
 AN1855
 AN1855  VERT ORDER  -  FIRST     CLASS I
 AN1855
 AN1855.The horizontal coordinates were scaled from a topographic map and have
 AN1855.an estimated accuracy of +/- 6 seconds.
 AN1855
 AN1855.The orthometric height was determined by differential leveling
 AN1855.and adjusted by the National Geodetic Survey in June 1991..
 AN1855
 AN1855.The geoid height was determined by GEOID03.
 AN1855
 AN1855.The dynamic height is computed by dividing the NAVD 88
 AN1855.geopotential number by the normal gravity value computed on the
 AN1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1855.degrees latitude (g = 980.6199 gals.).
 AN1855
 AN1855.The modeled gravity was interpolated from observed gravity values.
 AN1855
 AN1855;                    North         East    Units  Estimated Accuracy
 AN1855;SPC TXSC     - 4,046,270.      763,600.      MT  (+/- 180 meters Scaled)
 AN1855
 AN1855                          SUPERSEDED SURVEY CONTROL
 AN1855
 AN1855  NGVD 29 (??/??/92)   14.875  (m)           48.80   (f) ADJ UNCH    1 1
 AN1855
 AN1855.Superseded values are not recommended for survey control.
 AN1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1855.See file dsdata.txt to determine how the superseded data were derived.
 AN1855
 AN1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS635249(NAD 83)
 AN1855_MARKER: DB = BENCH MARK DISK
 AN1855_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1855_SP_SET: STAINLESS STEEL ROD
 AN1855_STAMPING: Q 1272 1978
 AN1855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1855
 AN1855  HISTORY     - Date     Condition        Report By
 AN1855  HISTORY     - 1978     MONUMENTED       NGS
 AN1855  HISTORY     - 19990724 GOOD             USPSQD
 AN1855
 AN1855                          STATION DESCRIPTION
 AN1855
 AN1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1855'IN WOODSBORO.
 AN1855'AT WOODSBORO, AT THE JUNCTION OF U. S. HIGHWAY 77 AND FARM ROAD 136,
 AN1855'40 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U. S.
 AN1855'HIGHWAY 77, 39 FEET SOUTHWEST OF THE CENTERLINE OF FARM ROAD 136 AND
 AN1855'1 FOOT SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND STREET
 AN1855'LAMP ATTACHED.
 AN1855
 AN1855                          STATION RECOVERY (1999)
 AN1855
 AN1855'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1851 ***********************************************************************
 AN1851  DESIGNATION -  Q 1273
 AN1851  PID         -  AN1851
 AN1851  STATE/COUNTY-  TX/REFUGIO
 AN1851  USGS QUAD   -  REFUGIO (1979)
 AN1851
 AN1851                         *CURRENT SURVEY CONTROL
 AN1851  ___________________________________________________________________
 AN1851* NAD 83(1986)-  28 17 05.     (N)    097 17 31.     (W)     SCALED    
 AN1851* NAVD 88     -        12.631  (meters)      41.44   (feet)  ADJUSTED  
 AN1851  ___________________________________________________________________
 AN1851  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1851  DYNAMIC HT  -          12.612 (meters)      41.38  (feet)  COMP
 AN1851  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 AN1851
 AN1851  VERT ORDER  -  FIRST     CLASS I
 AN1851
 AN1851.The horizontal coordinates were scaled from a topographic map and have
 AN1851.an estimated accuracy of +/- 6 seconds.
 AN1851
 AN1851.The orthometric height was determined by differential leveling
 AN1851.and adjusted by the National Geodetic Survey in June 1991..
 AN1851
 AN1851.The geoid height was determined by GEOID03.
 AN1851
 AN1851.The dynamic height is computed by dividing the NAVD 88
 AN1851.geopotential number by the normal gravity value computed on the
 AN1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1851.degrees latitude (g = 980.6199 gals.).
 AN1851
 AN1851.The modeled gravity was interpolated from observed gravity values.
 AN1851
 AN1851;                    North         East    Units  Estimated Accuracy
 AN1851;SPC TXSC     - 4,051,250.      767,560.      MT  (+/- 180 meters Scaled)
 AN1851
 AN1851                          SUPERSEDED SURVEY CONTROL
 AN1851
 AN1851  NGVD 29 (??/??/92)   12.790  (m)           41.96   (f) ADJ UNCH    1 1
 AN1851
 AN1851.Superseded values are not recommended for survey control.
 AN1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1851.See file dsdata.txt to determine how the superseded data were derived.
 AN1851
 AN1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS675299(NAD 83)
 AN1851_MARKER: DB = BENCH MARK DISK
 AN1851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1851_SP_SET: STAINLESS STEEL ROD
 AN1851_STAMPING: Q 1273 1978
 AN1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1851
 AN1851  HISTORY     - Date     Condition        Report By
 AN1851  HISTORY     - 1978     MONUMENTED       NGS
 AN1851  HISTORY     - 19940716 GOOD             USPSQD
 AN1851  HISTORY     - 19990724 GOOD             USPSQD
 AN1851
 AN1851                          STATION DESCRIPTION
 AN1851
 AN1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1851'1.35 MI SW FROM REFUGIO.
 AN1851'1.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1851'REFUGIO, AT A FIELD ROAD LEADING NORTHWEST, 61 FT NORTHWEST OF
 AN1851'THE CENTER LINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 59 FT
 AN1851'SOUTHWEST OF A WALL AROUND A SMALL CEMETERY, 12 FT NORTHEAST OF THE
 AN1851'CENTER LINE OF THE ROAD, 1 FT SOUTHEAST OF A FENCE.
 AN1851
 AN1851                          STATION RECOVERY (1994)
 AN1851
 AN1851'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1851'RECOVERED IN GOOD CONDITION.
 AN1851
 AN1851                          STATION RECOVERY (1999)
 AN1851
 AN1851'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0049 ***********************************************************************
 AW0049  DESIGNATION -  Q 1274
 AW0049  PID         -  AW0049
 AW0049  STATE/COUNTY-  TX/BRAZORIA
 AW0049  USGS QUAD   -  OYSTER CREEK (1974)
 AW0049
 AW0049                         *CURRENT SURVEY CONTROL
 AW0049  ___________________________________________________________________
 AW0049* NAD 83(1986)-  29 03 28.     (N)    095 19 44.     (W)     SCALED    
 AW0049* NAVD 88     -         2.45   (+/-2cm)       8.0    (feet)  VERTCON   
 AW0049  ___________________________________________________________________
 AW0049  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0049
 AW0049  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0049
 AW0049.The horizontal coordinates were scaled from a topographic map and have
 AW0049.an estimated accuracy of +/- 6 seconds.
 AW0049
 AW0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0049.The vertical order pertains to the NGVD 29 superseded value.
 AW0049
 AW0049.The geoid height was determined by GEOID03.
 AW0049
 AW0049;                    North         East    Units  Estimated Accuracy
 AW0049;SPC TXSC     - 4,141,310.      957,410.      MT  (+/- 180 meters Scaled)
 AW0049
 AW0049                          SUPERSEDED SURVEY CONTROL
 AW0049
 AW0049  NGVD 29 (??/??/92)    2.464  (m)            8.08   (f) ADJ UNCH    1 1
 AW0049
 AW0049.Superseded values are not recommended for survey control.
 AW0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0049.See file dsdata.txt to determine how the superseded data were derived.
 AW0049
 AW0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN732166(NAD 83)
 AW0049_MARKER: DB = BENCH MARK DISK
 AW0049_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0049_SP_SET: GALVANIZED STEEL ROD
 AW0049_STAMPING: Q 1274 1978
 AW0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0049
 AW0049  HISTORY     - Date     Condition        Report By
 AW0049  HISTORY     - 1978     MONUMENTED       NGS
 AW0049  HISTORY     - 1990     GOOD             USPSQD
 AW0049  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0049
 AW0049                          STATION DESCRIPTION
 AW0049
 AW0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0049'7.8 MI NORTH FROM FREEPORT.
 AW0049'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0049'BOULEVARD AT FREEPORT, THENCE 1.0 MILE NORTHEAST ALONG COUNTY ROAD
 AW0049'227, 1.0 MILE NORTHEAST OF THE JUNCTION OF FARM ROAD 523, AT THE
 AW0049'ENTRANCE TO DOW CHEMICAL COMPANY LEASE, 28 FT NORTHWEST OF THE CENTER
 AW0049'LINE OF THE ROAD, 18 FT NORTHEAST OF THE CENTER LINE OF A FIELD
 AW0049'ENTRANCE ROAD, 1.5 FT SOUTHWEST OF A POWER LINE POLE.
 AW0049
 AW0049                          STATION RECOVERY (1990)
 AW0049
 AW0049'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0049'RECOVERED IN GOOD CONDITION.
 AW0049
 AW0049                          STATION RECOVERY (2003)
 AW0049
 AW0049'RECOVERY NOTE BY US POWER SQUADRON 2003 (AB)
 AW0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1936 ***********************************************************************
 AW1936  DESIGNATION -  Q 1276
 AW1936  PID         -  AW1936
 AW1936  STATE/COUNTY-  TX/HARRIS
 AW1936  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1936
 AW1936                         *CURRENT SURVEY CONTROL
 AW1936  ___________________________________________________________________
 AW1936* NAD 83(1986)-  29 34 53.     (N)    095 09 32.     (W)     SCALED    
 AW1936* NAVD 88     -         7.248  (meters)      23.78   (feet)  ADJUSTED  
 AW1936  ___________________________________________________________________
 AW1936  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW1936  DYNAMIC HT  -           7.238 (meters)      23.75  (feet)  COMP
 AW1936  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 AW1936
 AW1936  VERT ORDER  -  FIRST     CLASS II
 AW1936
 AW1936.The horizontal coordinates were scaled from a topographic map and have
 AW1936.an estimated accuracy of +/- 6 seconds.
 AW1936
 AW1936.The orthometric height was determined by differential leveling
 AW1936.and adjusted by the National Geodetic Survey in June 1991..
 AW1936
 AW1936.The geoid height was determined by GEOID03.
 AW1936
 AW1936.The dynamic height is computed by dividing the NAVD 88
 AW1936.geopotential number by the normal gravity value computed on the
 AW1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1936.degrees latitude (g = 980.6199 gals.).
 AW1936
 AW1936.The modeled gravity was interpolated from observed gravity values.
 AW1936
 AW1936;                    North         East    Units  Estimated Accuracy
 AW1936;SPC TXSC     - 4,199,840.      972,050.      MT  (+/- 180 meters Scaled)
 AW1936
 AW1936                          SUPERSEDED SURVEY CONTROL
 AW1936
 AW1936  NGVD 29 (12/23/87)    7.245  (m)           23.77   (f) ADJUSTED    1 2
 AW1936
 AW1936.Superseded values are not recommended for survey control.
 AW1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1936.See file dsdata.txt to determine how the superseded data were derived.
 AW1936
 AW1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN908743(NAD 83)
 AW1936_MARKER: I = METAL ROD
 AW1936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1936_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1936_STAMPING: Q 1276 1978
 AW1936_MARK LOGO: NGS   
 AW1936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1936+STABILITY: POSITION/ELEVATION WELL
 AW1936
 AW1936  HISTORY     - Date     Condition        Report By
 AW1936  HISTORY     - 1978     MONUMENTED       NGS
 AW1936  HISTORY     - 1981     GOOD             NGS
 AW1936  HISTORY     - 1985     GOOD             USPSQD
 AW1936  HISTORY     - 1986     GOOD             NGS
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 1987     GOOD             USPSQD
 AW1936  HISTORY     - 19870405 GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1988     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1989     GOOD             USPSQD
 AW1936  HISTORY     - 1990     GOOD             USPSQD
 AW1936  HISTORY     - 1990     GOOD             USPSQD
 AW1936  HISTORY     - 19940219 GOOD             USPSQD
 AW1936  HISTORY     - 20000124 GOOD             USPSQD
 AW1936  HISTORY     - 20010331 GOOD             NGS
 AW1936
 AW1936                          STATION DESCRIPTION
 AW1936
 AW1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1936'3.8 MI NW FROM WEBSTER.
 AW1936'ABOUT 3.8 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1936'NASA 1 HIGHWAY IN WEBSTER, 0.1 MILE NORTHWEST OF THE JUNCTION OF FARM
 AW1936'ROAD (FM) 2351, 168 FEET SOUTH OF RAILROAD TRESTLE NUMBER 17.9, 85
 AW1936'FEET NORTHEAST OF A WOOD POST WITH UNDERGROUND CABLE SIGN, 80 FEET
 AW1936'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 10.5 FEET SOUTHWEST
 AW1936'OF THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND HENDERSON
 AW1936'RAILROAD.  THE SLEEVE IS 20 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1936
 AW1936                          STATION RECOVERY (1981)
 AW1936
 AW1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1985)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1986)
 AW1936
 AW1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1987)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1988)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1989)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1990)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1990)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (1994)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (2000)
 AW1936
 AW1936'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1936'RECOVERED IN GOOD CONDITION.
 AW1936
 AW1936                          STATION RECOVERY (2001)
 AW1936
 AW1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1936'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2025 ***********************************************************************
 AW2025  DESIGNATION -  Q 1277
 AW2025  PID         -  AW2025
 AW2025  STATE/COUNTY-  TX/BRAZORIA
 AW2025  USGS QUAD   -  MANVEL (1974)
 AW2025
 AW2025                         *CURRENT SURVEY CONTROL
 AW2025  ___________________________________________________________________
 AW2025* NAD 83(1986)-  29 28 09.     (N)    095 22 22.     (W)     SCALED    
 AW2025* NAVD 88     -        15.356  (meters)      50.38   (feet)  ADJUSTED  
 AW2025  ___________________________________________________________________
 AW2025  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW2025  DYNAMIC HT  -          15.335 (meters)      50.31  (feet)  COMP
 AW2025  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 AW2025
 AW2025  VERT ORDER  -  FIRST     CLASS II
 AW2025
 AW2025.The horizontal coordinates were scaled from a topographic map and have
 AW2025.an estimated accuracy of +/- 6 seconds.
 AW2025
 AW2025.The orthometric height was determined by differential leveling
 AW2025.and adjusted by the National Geodetic Survey in June 1991..
 AW2025
 AW2025.The geoid height was determined by GEOID03.
 AW2025
 AW2025.The dynamic height is computed by dividing the NAVD 88
 AW2025.geopotential number by the normal gravity value computed on the
 AW2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2025.degrees latitude (g = 980.6199 gals.).
 AW2025
 AW2025.The modeled gravity was interpolated from observed gravity values.
 AW2025
 AW2025;                    North         East    Units  Estimated Accuracy
 AW2025;SPC TXSC     - 4,186,750.      951,720.      MT  (+/- 180 meters Scaled)
 AW2025
 AW2025                          SUPERSEDED SURVEY CONTROL
 AW2025
 AW2025  NGVD 29 (12/23/87)   15.353  (m)           50.37   (f) ADJUSTED    1 2
 AW2025
 AW2025.Superseded values are not recommended for survey control.
 AW2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2025.See file dsdata.txt to determine how the superseded data were derived.
 AW2025
 AW2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN699623(NAD 83)
 AW2025_MARKER: DB = BENCH MARK DISK
 AW2025_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2025_SP_SET: STAINLESS STEEL ROD
 AW2025_STAMPING: Q 1277 1978
 AW2025_MARK LOGO: NGS   
 AW2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2025
 AW2025  HISTORY     - Date     Condition        Report By
 AW2025  HISTORY     - 1978     MONUMENTED       NGS
 AW2025  HISTORY     - 1987     GOOD             NGS
 AW2025
 AW2025                          STATION DESCRIPTION
 AW2025
 AW2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2025'1.0 MI WEST FROM MANVEL.
 AW2025'ABOUT 1.0 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW2025'FROM THE MASTERS STREET CROSSING IN MANVEL, 73 FEET SOUTHWEST AND
 AW2025'ACROSS THE TRACKS FROM MILE POST 37, 43 FEET SOUTH OF THE SOUTH
 AW2025'RAIL, 22 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, AND 2 FEET
 AW2025'SOUTHEAST OF A TELEPHONE POLE.
 AW2025
 AW2025                          STATION RECOVERY (1987)
 AW2025
 AW2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1979 ***********************************************************************
 AW1979  DESIGNATION -  Q 1278
 AW1979  PID         -  AW1979
 AW1979  STATE/COUNTY-  TX/HARRIS
 AW1979  USGS QUAD   -  HARMASTON (1982)
 AW1979
 AW1979                         *CURRENT SURVEY CONTROL
 AW1979  ___________________________________________________________________
 AW1979* NAD 83(1986)-  29 54 51.     (N)    095 08 43.     (W)     SCALED    
 AW1979* NAVD 88     -        16.230  (meters)      53.25   (feet)  ADJUSTED  
 AW1979  ___________________________________________________________________
 AW1979  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW1979  DYNAMIC HT  -          16.208 (meters)      53.18  (feet)  COMP
 AW1979  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 AW1979
 AW1979  VERT ORDER  -  FIRST     CLASS II
 AW1979
 AW1979.The horizontal coordinates were scaled from a topographic map and have
 AW1979.an estimated accuracy of +/- 6 seconds.
 AW1979
 AW1979.The orthometric height was determined by differential leveling
 AW1979.and adjusted by the National Geodetic Survey in June 1991..
 AW1979
 AW1979.The geoid height was determined by GEOID03.
 AW1979
 AW1979.The dynamic height is computed by dividing the NAVD 88
 AW1979.geopotential number by the normal gravity value computed on the
 AW1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1979.degrees latitude (g = 980.6199 gals.).
 AW1979
 AW1979.The modeled gravity was interpolated from observed gravity values.
 AW1979
 AW1979;                    North         East    Units  Estimated Accuracy
 AW1979;SPC TXSC     - 4,236,750.      972,150.      MT  (+/- 180 meters Scaled)
 AW1979
 AW1979                          SUPERSEDED SURVEY CONTROL
 AW1979
 AW1979  NGVD 29 (12/23/87)   16.229  (m)           53.24   (f) ADJUSTED    1 2
 AW1979
 AW1979.Superseded values are not recommended for survey control.
 AW1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1979.See file dsdata.txt to determine how the superseded data were derived.
 AW1979
 AW1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP928112(NAD 83)
 AW1979_MARKER: DB = BENCH MARK DISK
 AW1979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1979_SP_SET: STAINLESS STEEL ROD
 AW1979_STAMPING: Q 1278 1978
 AW1979_MARK LOGO: NGS   
 AW1979_PROJECTION: FLUSH
 AW1979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1979_ROD/PIPE-DEPTH: 8.5  meters
 AW1979
 AW1979  HISTORY     - Date     Condition        Report By
 AW1979  HISTORY     - 1978     MONUMENTED       NGS
 AW1979  HISTORY     - 1983     GOOD             NGS
 AW1979  HISTORY     - 1986     GOOD             NGS
 AW1979
 AW1979                          STATION DESCRIPTION
 AW1979
 AW1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1979'5.2 MI NW FROM SHELDON.
 AW1979'ABOUT 1.0 MILE NORTH ALONG SHELDON ROAD FROM THE INTERSECTION OF
 AW1979'SHELDON ROAD AND U.S. HIGHWAY 90 IN SHELDON, THENCE 2.0 MILES WEST
 AW1979'ALONG A PAVED ROAD, AND THENCE 2.2 MILES NORTH ALONG A SHELL ROAD TO
 AW1979'THE LAKE HOUSTON PUMPING STATION.  SET AT THE JUNCTION OF THE FENCE
 AW1979'AROUND THE PUMPING STATION AND A BARBED WIRE FENCE, 180 FEET WEST OF
 AW1979'THE CENTERLINE OF THE ROAD, 135 FEET NORTHWEST OF THE NORTHWEST
 AW1979'CORNER OF A FENCE AROUND A SMALL WEATHER STATION, 126 FEET WEST OF AN
 AW1979'UNDERGROUND JUNCTION PIPE, 1 FOOT SOUTH OF THE FENCE, AND 1 FOOT EAST
 AW1979'OF A BARBED WIRE FENCE.  NOTE=THIS MARK IS 136 FEET WEST OF P 1278.
 AW1979
 AW1979                          STATION RECOVERY (1983)
 AW1979
 AW1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1979'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW1979'1.7 KM (1.05 MI) NORTH ALONG SHELDON ROAD FROM THE JUNCTION OF U.S.
 AW1979'HIGHWAY 90 IN SHELDON, THENCE 3.2 KM (2.0 MI) WEST ALONG GARRETT ROAD,
 AW1979'THENCE 3.7 KM (2.3 MI) NORTH-NORTHEAST ALONG A SHELL AND PAVED ROAD,
 AW1979'ABOUT 30.4 METERS (100 FT) SOUTHWEST OF THE SOUTHWEST SIDE OF THE LAKE
 AW1979'HOUSTON PUMPING STATION BUILDING, 56.69 METERS (186.0 FT) NORTHWEST OF
 AW1979'THE CENTERLINE OF AQUEDUCT ROAD, 56.39 METERS (185.0 FT) WEST OF A
 AW1979'FLAGPOLE, 47.55 METERS (156.0 FT) NORTH-NORTHWEST OF BENCH MARK P
 AW1979'1278, 38.10 METERS (125.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 AW1979'OF A FENCE AROUND A SMALL WEATHER STATION, 0.30 METERS (1.0 FT)
 AW1979'SOUTHEAST OF A BARBED WIRE FENCE, AND 0.30 METERS (1.0 FT) SOUTHWEST
 AW1979'OF A CHAIN LINK FENCE.
 AW1979'THE MARK IS ABOVE LEVEL WITH AQUEDUCT ROAD.
 AW1979
 AW1979                          STATION RECOVERY (1986)
 AW1979
 AW1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2263 ***********************************************************************
 AW2263  HT_MOD      -  This is a Height Modernization Survey Station.
 AW2263  DESIGNATION -  Q 1279
 AW2263  PID         -  AW2263
 AW2263  STATE/COUNTY-  TX/HARRIS
 AW2263  USGS QUAD   -  ALIEF (1995)
 AW2263
 AW2263                         *CURRENT SURVEY CONTROL
 AW2263  ___________________________________________________________________
 AW2263* NAD 83(1993)-  29 42 50.67332(N)    095 36 07.97253(W)     ADJUSTED  
 AW2263* NAVD 88     -        22.75   (meters)      74.6    (feet)  GPS OBS   
 AW2263  ___________________________________________________________________
 AW2263  X           -    -541,215.929 (meters)                     COMP
 AW2263  Y           -  -5,517,551.088 (meters)                     COMP
 AW2263  Z           -   3,142,883.622 (meters)                     COMP
 AW2263  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW2263  ELLIP HEIGHT-          -4.59  (meters)          (12/03/01) GPS OBS
 AW2263  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW2263  DYNAMIC HT  -          22.72  (meters)      74.5   (feet)  COMP
 AW2263  MODELED GRAV-     979,276.1   (mgal)                       NAVD 88
 AW2263
 AW2263  HORZ ORDER  -  FIRST
 AW2263  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2263  ELLP ORDER  -  FOURTH    CLASS II
 AW2263
 AW2263.The horizontal coordinates were established by GPS observations
 AW2263.and adjusted by the National Geodetic Survey in December 2001..
 AW2263
 AW2263.The orthometric height was determined by GPS observations and a
 AW2263.high-resolution geoid model using precise GPS observation and
 AW2263.processing techniques. It supersedes the leveled height previously
 AW2263.determined for this station.
 AW2263.WARNING-GPS observations at this control monument resulted in a GPS
 AW2263.derived orthometric height which differed from the leveled height by
 AW2263.more than one decimeter (0.1 meter).
 AW2263.The vertical order pertains to the first NAVD 88 superseded value.
 AW2263
 AW2263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2263
 AW2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2263
 AW2263.The ellipsoidal height was determined by GPS observations
 AW2263.and is referenced to NAD 83.
 AW2263
 AW2263.The geoid height was determined by GEOID03.
 AW2263
 AW2263.The dynamic height is computed by dividing the NAVD 88
 AW2263.geopotential number by the normal gravity value computed on the
 AW2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2263.degrees latitude (g = 980.6199 gals.).
 AW2263
 AW2263.The modeled gravity was interpolated from observed gravity values.
 AW2263
 AW2263;                    North         East     Units Scale Factor Converg.
 AW2263;SPC TXSC     - 4,213,212.401   928,691.364   MT  0.99988506   +1 39 52.6
 AW2263;SPC TXSC     -13,822,847.69  3,046,881.58   sFT  0.99988506   +1 39 52.6
 AW2263;UTM  15      - 3,289,938.142   248,261.744   MT  1.00038198   -1 17 25.9
 AW2263
 AW2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2263!SPC TXSC     -   1.00000072  x   0.99988506  =   0.99988578
 AW2263!UTM  15      -   1.00000072  x   1.00038198  =   1.00038270
 AW2263
 AW2263:                Primary Azimuth Mark                     Grid Az
 AW2263:SPC TXSC     -  HGCSD 36                                 097 22 02.2
 AW2263:UTM  15      -  HGCSD 36                                 100 19 20.7
 AW2263
 AW2263|---------------------------------------------------------------------|
 AW2263| PID    Reference Object                     Distance      Geod. Az  |
 AW2263|                                                           dddmmss.s |
 AW2263| AW5428 HGCSD 36                            482.826 METERS 0990154.8 |
 AW2263|---------------------------------------------------------------------|
 AW2263
 AW2263                          SUPERSEDED SURVEY CONTROL
 AW2263
 AW2263  ELLIP H (10/25/00)   -4.44   (m)                       GP(       ) 4 1
 AW2263  NAD 83(1993)-  29 42 50.67400(N)    095 36 07.97164(W) AD(       ) 1
 AW2263  ELLIP H (10/17/96)   -4.33   (m)                       GP(       ) 3 1
 AW2263  NAVD 88 (06/15/91)   23.122  (m)           75.86   (f) ADJUSTED    1 2
 AW2263  NGVD 29 (12/23/87)   23.116  (m)           75.84   (f) ADJUSTED    1 2
 AW2263
 AW2263.Superseded values are not recommended for survey control.
 AW2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2263.See file dsdata.txt to determine how the superseded data were derived.
 AW2263
 AW2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4826289938(NAD 83)
 AW2263_MARKER: DB = BENCH MARK DISK
 AW2263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2263_SP_SET: STAINLESS STEEL ROD
 AW2263_STAMPING: Q 1279 1978
 AW2263_MARK LOGO: NGS   
 AW2263_MAGNETIC: I = MARKER IS A STEEL ROD
 AW2263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2263+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AW2263
 AW2263  HISTORY     - Date     Condition        Report By
 AW2263  HISTORY     - 1978     MONUMENTED       NGS
 AW2263  HISTORY     - 1983     GOOD             NGS
 AW2263  HISTORY     - 1986     GOOD             NGS
 AW2263  HISTORY     - 1987     GOOD             USPSQD
 AW2263  HISTORY     - 19950418 GOOD             HGCSD
 AW2263  HISTORY     - 20031128 POOR             USPSQD
 AW2263  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2263
 AW2263                          STATION DESCRIPTION
 AW2263
 AW2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2263'0.7 MI WEST FROM ALIEF.
 AW2263'ABOUT 0.7 MILE WEST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION OF
 AW2263'OLD WESTHEIMER ROAD IN ALIEF, SET AT THE FIRST POWER POLE EAST OF
 AW2263'A POWER POLE WITH TWO TRANSFORMERS AT THE NORTHWEST CORNER OF ALIEF
 AW2263'AMITY PARK 81 FEET EAST OF THE CENTERLINE OF THE WEST DRIVEWAY TO
 AW2263'THE PARK, 31 FEET SOUTH  OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 AW2263'WEST OF A POWER POLE.
 AW2263
 AW2263                          STATION RECOVERY (1983)
 AW2263
 AW2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2263'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 81 FEET EAST OF THE
 AW2263'CENTERLINE OF THE WEST DRIVEWAY TO THE PARK, ADD 24.08 METERS
 AW2263'(79.0 FT) EAST OF THE CENTERLINE OF THE EAST DRIVEWAY TO THE PARK,
 AW2263'DELETE 31 FEET SOUTH OF THE CENTERLINE OF THE ROAD, ADD 12.04 METERS
 AW2263'(39.5 FT) SOUTH OF THE CENTERLINE OF ALIEF-CLODINE ROAD, ADD
 AW2263'3.05 METERS (10.0 FT) NORTH OF A CHAIN LINK FENCE.
 AW2263
 AW2263                          STATION RECOVERY (1986)
 AW2263
 AW2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2263'RECOVERED IN GOOD CONDITION.
 AW2263
 AW2263                          STATION RECOVERY (1987)
 AW2263
 AW2263'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2263'RECOVERED IN GOOD CONDITION.
 AW2263
 AW2263                          STATION RECOVERY (1995)
 AW2263
 AW2263'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW2263'RECOVERED AS DESCRIBED.
 AW2263
 AW2263                          STATION RECOVERY (2003)
 AW2263
 AW2263'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW2263'LOGO CAP IS MISSING. DISK IS INTACT, ABOUT 0.5 FT BELOW GRADE. DELETE
 AW2263'NW CORNER OF PARK, CHAINLINK FENCE IS NOW BLACK WROUGHT IRON. ADD
 AW2263'ALONG NORTH BORDER OF PARK.
 AW2263
 AW2263                          STATION RECOVERY (2004)
 AW2263
 AW2263'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0532 ***********************************************************************
 AJ0532  DESIGNATION -  Q 128
 AJ0532  PID         -  AJ0532
 AJ0532  STATE/COUNTY-  TX/JIM HOGG
 AJ0532  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0532
 AJ0532                         *CURRENT SURVEY CONTROL
 AJ0532  ___________________________________________________________________
 AJ0532* NAD 83(1986)-  27 09 02.     (N)    098 35 26.     (W)     SCALED    
 AJ0532* NAVD 88     -       142.125  (meters)     466.29   (feet)  ADJUSTED  
 AJ0532  ___________________________________________________________________
 AJ0532  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AJ0532  DYNAMIC HT  -         141.896 (meters)     465.54  (feet)  COMP
 AJ0532  MODELED GRAV-     979,040.7   (mgal)                       NAVD 88
 AJ0532
 AJ0532  VERT ORDER  -  SECOND    CLASS 0
 AJ0532
 AJ0532.The horizontal coordinates were scaled from a topographic map and have
 AJ0532.an estimated accuracy of +/- 6 seconds.
 AJ0532
 AJ0532.The orthometric height was determined by differential leveling
 AJ0532.and adjusted by the National Geodetic Survey in June 1991..
 AJ0532
 AJ0532.The geoid height was determined by GEOID03.
 AJ0532
 AJ0532.The dynamic height is computed by dividing the NAVD 88
 AJ0532.geopotential number by the normal gravity value computed on the
 AJ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0532.degrees latitude (g = 980.6199 gals.).
 AJ0532
 AJ0532.The modeled gravity was interpolated from observed gravity values.
 AJ0532
 AJ0532;                    North         East    Units  Estimated Accuracy
 AJ0532;SPC TX S     - 5,164,410.      291,030.      MT  (+/- 180 meters Scaled)
 AJ0532
 AJ0532                          SUPERSEDED SURVEY CONTROL
 AJ0532
 AJ0532  NGVD 29 (??/??/92)  142.156  (m)          466.39   (f) ADJ UNCH    2 0
 AJ0532
 AJ0532.Superseded values are not recommended for survey control.
 AJ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0532.See file dsdata.txt to determine how the superseded data were derived.
 AJ0532
 AJ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR405031(NAD 83)
 AJ0532_MARKER: DB = BENCH MARK DISK
 AJ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0532_STAMPING: Q 128 1933
 AJ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0532+STABILITY: SURFACE MOTION
 AJ0532
 AJ0532  HISTORY     - Date     Condition        Report By
 AJ0532  HISTORY     - 1933     MONUMENTED       CGS
 AJ0532  HISTORY     - 1943     GOOD             NGS
 AJ0532  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0532
 AJ0532                          STATION DESCRIPTION
 AJ0532
 AJ0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0532'13.2 MI SE FROM HEBBRONVILLE.
 AJ0532'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0532'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 1.2
 AJ0532'MILES.  TURN SOUTHEASTERLY (RIGHT) ONTO THE ROAD TO AGUA NUEVA AND GO
 AJ0532'12.0 MILES TO A CATTLEGUARD AND SITE OF BENCH MARK.  BENCH MARK IS 40
 AJ0532'FEET WEST OF THE CENTERLINE OF THE CATTLEGUARD.  24 FEET WEST OF THE
 AJ0532'CENTERLINE OF THE ROAD.  3.0 FEET SOUTH OF A FENCE CORNER. 3.0 FEET
 AJ0532'NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF THE
 AJ0532'RIGHT OF WAY FENCE.  A DISK SET IN CONCRETE POST. FLUSH WITH THE TOP
 AJ0532'OF THE GROUND.
 AJ0532
 AJ0532                          STATION RECOVERY (1972)
 AJ0532
 AJ0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1864 ***********************************************************************
 AW1864  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1864  DESIGNATION -  Q 1281
 AW1864  PID         -  AW1864
 AW1864  STATE/COUNTY-  TX/HARRIS
 AW1864  USGS QUAD   -  CYPRESS (1995)
 AW1864
 AW1864                         *CURRENT SURVEY CONTROL
 AW1864  ___________________________________________________________________
 AW1864* NAD 83(1993)-  29 52 46.32785(N)    095 40 59.56928(W)     ADJUSTED  
 AW1864* NAVD 88     -        39.06   (meters)     128.1    (feet)  GPS OBS   
 AW1864  ___________________________________________________________________
 AW1864  X           -    -548,114.389 (meters)                     COMP
 AW1864  Y           -  -5,507,725.114 (meters)                     COMP
 AW1864  Z           -   3,158,807.900 (meters)                     COMP
 AW1864  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW1864  ELLIP HEIGHT-          11.61  (meters)          (12/03/01) GPS OBS
 AW1864  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1864  DYNAMIC HT  -          39.01  (meters)     128.0   (feet)  COMP
 AW1864  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AW1864
 AW1864  HORZ ORDER  -  FIRST
 AW1864  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1864  ELLP ORDER  -  FOURTH    CLASS II
 AW1864
 AW1864.The horizontal coordinates were established by GPS observations
 AW1864.and adjusted by the National Geodetic Survey in December 2001..
 AW1864
 AW1864.The orthometric height was determined by GPS observations and a
 AW1864.high-resolution geoid model using precise GPS observation and
 AW1864.processing techniques. It supersedes the leveled height previously
 AW1864.determined for this station.
 AW1864.WARNING-GPS observations at this control monument resulted in a GPS
 AW1864.derived orthometric height which differed from the leveled height by
 AW1864.more than one decimeter (0.1 meter).
 AW1864.The vertical order pertains to the first NAVD 88 superseded value.
 AW1864
 AW1864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1864
 AW1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1864
 AW1864.The ellipsoidal height was determined by GPS observations
 AW1864.and is referenced to NAD 83.
 AW1864
 AW1864.The geoid height was determined by GEOID03.
 AW1864
 AW1864.The dynamic height is computed by dividing the NAVD 88
 AW1864.geopotential number by the normal gravity value computed on the
 AW1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1864.degrees latitude (g = 980.6199 gals.).
 AW1864
 AW1864.The modeled gravity was interpolated from observed gravity values.
 AW1864
 AW1864;                    North         East     Units Scale Factor Converg.
 AW1864;SPC TXSC     - 4,231,319.217   920,337.849   MT  0.99990828   +1 37 29.8
 AW1864;SPC TXSC     -13,882,253.13  3,019,475.09   sFT  0.99990828   +1 37 29.8
 AW1864;UTM  15      - 3,308,461.432   240,850.208   MT  1.00042868   -1 20 14.9
 AW1864
 AW1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1864!SPC TXSC     -   0.99999818  x   0.99990828  =   0.99990646
 AW1864!UTM  15      -   0.99999818  x   1.00042868  =   1.00042686
 AW1864
 AW1864                          SUPERSEDED SURVEY CONTROL
 AW1864
 AW1864  ELLIP H (10/25/00)   11.90   (m)                       GP(       ) 4 1
 AW1864  NAD 83(1993)-  29 52 46.32786(N)    095 40 59.56880(W) AD(       ) 1
 AW1864  ELLIP H (10/17/96)   12.02   (m)                       GP(       ) 3 1
 AW1864  NAVD 88 (06/15/91)   39.622  (m)          129.99   (f) ADJUSTED    1 2
 AW1864  NGVD 29 (12/23/87)   39.614  (m)          129.97   (f) ADJUSTED    1 2
 AW1864
 AW1864.Superseded values are not recommended for survey control.
 AW1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1864.See file dsdata.txt to determine how the superseded data were derived.
 AW1864
 AW1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4085008461(NAD 83)
 AW1864_MARKER: DB = BENCH MARK DISK
 AW1864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1864_SP_SET: STAINLESS STEEL ROD
 AW1864_STAMPING: Q 1281 1978
 AW1864_MARK LOGO: NGS   
 AW1864_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1864+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 AW1864
 AW1864  HISTORY     - Date     Condition        Report By
 AW1864  HISTORY     - 1978     MONUMENTED       NGS
 AW1864  HISTORY     - 1986     GOOD             NGS
 AW1864  HISTORY     - 19870710 GOOD             NGS
 AW1864  HISTORY     - 19941215 GOOD             HGCSD
 AW1864  HISTORY     - 20030729 GOOD             LJA
 AW1864  HISTORY     - 20041011 GOOD             USPSQD
 AW1864
 AW1864                          STATION DESCRIPTION
 AW1864
 AW1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1864'6.9 MI SOUTH FROM CYPRESS.
 AW1864'ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE
 AW1864'IN CYPRESS, AND THENCE 5.2 MILES SOUTH ALONG BARKER CYPRESS ROAD.  AT
 AW1864'THE SOUTHEAST CORNER OF THE JUNCTION OF FARM ROAD 529 AND BARKER
 AW1864'CYPRESS ROAD, 141.8 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 529,
 AW1864'47.7 FEET EAST OF THE CENTERLINE OF BARKER CYPRESS ROAD, AND 2 FEET
 AW1864'SOUTHWEST OF A POWER POLE WITH A TRIPLE GUY LINE TO THE NORTH.  DISK
 AW1864'IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH CAN BE HAD THROUGH A
 AW1864'4 INCH PLASTIC SCREW PLUG.
 AW1864
 AW1864                          STATION RECOVERY (1986)
 AW1864
 AW1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1864'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.1 KM (1.95
 AW1864'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1864'SPRING-CYPRESS ROAD IN CYPRESS, THENCE 8.4 KM (5.2 MI) SOUTHERLY ALONG
 AW1864'BARKER-CYPRESS ROAD.
 AW1864
 AW1864                          STATION RECOVERY (1987)
 AW1864
 AW1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW1864'RECOVERED IN GOOD CONDITION.
 AW1864
 AW1864                          STATION RECOVERY (1994)
 AW1864
 AW1864'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW1864'RECOVERED AS DESCRIBED.
 AW1864
 AW1864                          STATION RECOVERY (2003)
 AW1864
 AW1864'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW1864'RECOVERED IN GOOD CONDITION.
 AW1864
 AW1864                          STATION RECOVERY (2004)
 AW1864
 AW1864'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1779 ***********************************************************************
 AW1779  DESIGNATION -  Q 1282
 AW1779  PID         -  AW1779
 AW1779  STATE/COUNTY-  TX/HARRIS
 AW1779  USGS QUAD   -  SATSUMA (1982)
 AW1779
 AW1779                         *CURRENT SURVEY CONTROL
 AW1779  ___________________________________________________________________
 AW1779* NAD 83(1986)-  29 56 00.     (N)    095 35 06.     (W)     SCALED    
 AW1779* NAVD 88     -        38.55   (+/-2cm)     126.5    (feet)  VERTCON   
 AW1779  ___________________________________________________________________
 AW1779  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1779
 AW1779  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1779
 AW1779.The horizontal coordinates were scaled from a topographic map and have
 AW1779.an estimated accuracy of +/- 6 seconds.
 AW1779
 AW1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1779.The vertical order pertains to the NGVD 29 superseded value.
 AW1779
 AW1779.The geoid height was determined by GEOID03.
 AW1779
 AW1779;                    North         East    Units  Estimated Accuracy
 AW1779;SPC TXSC     - 4,237,550.      929,650.      MT  (+/- 180 meters Scaled)
 AW1779
 AW1779                          SUPERSEDED SURVEY CONTROL
 AW1779
 AW1779  NGVD 29 (??/??/92)   38.548  (m)          126.47   (f) ADJ UNCH    1 2
 AW1779
 AW1779.Superseded values are not recommended for survey control.
 AW1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1779.See file dsdata.txt to determine how the superseded data were derived.
 AW1779
 AW1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP504142(NAD 83)
 AW1779_MARKER: DB = BENCH MARK DISK
 AW1779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1779_SP_SET: HEADWALL
 AW1779_STAMPING: Q 1282 1978
 AW1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1779
 AW1779  HISTORY     - Date     Condition        Report By
 AW1779  HISTORY     - 1978     MONUMENTED       NGS
 AW1779  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1779  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1779
 AW1779                          STATION DESCRIPTION
 AW1779
 AW1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1779'8.7 MI EAST FROM CYPRESS.
 AW1779'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 190 FROM THE JUNCTION OF U.S.
 AW1779'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF U.S.
 AW1779'HIGHWAY 290 AND CYPRESS-SPRING ROAD IN CYPRESS, AND THENCE 2.5 MILES
 AW1779'NORTHEAST ALONG FARM ROAD 1960.  SET IN TOP OF THE SOUTH END OF THE
 AW1779'WEST HEADWALL FOR A 2X8 FOOT BOX CULVERT UNDER JONES ROAD.  ALSO
 AW1779'ON THE WEST CORNER OF THE INTERSECTION OF FARM ROAD 1960 AND JONES
 AW1779'ROAD, 71 FEET NORTH OF THE CENTERLINE OF FARM ROAD 1960, 22.5 FEET
 AW1779'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF JONES ROAD, AND
 AW1779'0.6 FOOT NORTH OF THE SOUTH END OF THE HEADWALL.
 AW1779
 AW1779                          STATION RECOVERY (1986)
 AW1779
 AW1779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1779'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
 AW1779
 AW1779                          STATION RECOVERY (1990)
 AW1779
 AW1779'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2384 ***********************************************************************
 BY2384  DESIGNATION -  Q 1283
 BY2384  PID         -  BY2384
 BY2384  STATE/COUNTY-  TX/SHELBY
 BY2384  USGS QUAD   -  CENTER (1984)
 BY2384
 BY2384                         *CURRENT SURVEY CONTROL
 BY2384  ___________________________________________________________________
 BY2384* NAD 83(1986)-  31 49 42.     (N)    094 12 11.     (W)     SCALED    
 BY2384* NAVD 88     -        96.852  (meters)     317.76   (feet)  ADJUSTED  
 BY2384  ___________________________________________________________________
 BY2384  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BY2384  DYNAMIC HT  -          96.736 (meters)     317.37  (feet)  COMP
 BY2384  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 BY2384
 BY2384  VERT ORDER  -  FIRST     CLASS II
 BY2384
 BY2384.The horizontal coordinates were scaled from a topographic map and have
 BY2384.an estimated accuracy of +/- 6 seconds.
 BY2384
 BY2384.The orthometric height was determined by differential leveling
 BY2384.and adjusted by the National Geodetic Survey in June 1991..
 BY2384
 BY2384.The geoid height was determined by GEOID03.
 BY2384
 BY2384.The dynamic height is computed by dividing the NAVD 88
 BY2384.geopotential number by the normal gravity value computed on the
 BY2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2384.degrees latitude (g = 980.6199 gals.).
 BY2384
 BY2384.The modeled gravity was interpolated from observed gravity values.
 BY2384
 BY2384;                    North         East    Units  Estimated Accuracy
 BY2384;SPC TX C     - 3,255,630.    1,280,040.      MT  (+/- 180 meters Scaled)
 BY2384
 BY2384                          SUPERSEDED SURVEY CONTROL
 BY2384
 BY2384  NGVD 29 (??/??/??)   96.893  (m)          317.89   (f) ADJUSTED    1 2
 BY2384
 BY2384.Superseded values are not recommended for survey control.
 BY2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2384.See file dsdata.txt to determine how the superseded data were derived.
 BY2384
 BY2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR861220(NAD 83)
 BY2384_MARKER: DB = BENCH MARK DISK
 BY2384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2384_SP_SET: STAINLESS STEEL ROD
 BY2384_STAMPING: Q 1283 1979
 BY2384_PROJECTION: RECESSED 8 CENTIMETERS
 BY2384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2384_ROD/PIPE-DEPTH: 3.81 meters
 BY2384
 BY2384  HISTORY     - Date     Condition        Report By
 BY2384  HISTORY     - 1979     MONUMENTED       NGS
 BY2384
 BY2384                          STATION DESCRIPTION
 BY2384
 BY2384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2384'1.35 MI NW FROM CENTER.
 BY2384'1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2384'HIGHWAY 87 IN CENTER, 103.0 FT. EAST-SOUTHEAST OF THE SOUTHEAST
 BY2384'CORNER OF A BRICK HOUSE, 86.0 FT. SOUTH OF A GAS METER, 106.5 FT.
 BY2384'WEST OF THE CENTERLINE OF THE HIGHWAY, 5.5 FT. NORTH-NORTHWEST OF A
 BY2384'POWERLINE POLE, 81.0 FT. NORTH-NORTHEAST OF A 30-INCH PINE TREE,
 BY2384'118.0 FT. NORTH OF A FENCE LINE.  DISK IS 5 INCHES BELOW GROUND,
 BY2384'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2384'THE MARK IS 5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1988 ***********************************************************************
 BK1988  DESIGNATION -  Q 1284
 BK1988  PID         -  BK1988
 BK1988  STATE/COUNTY-  TX/ORANGE
 BK1988  USGS QUAD   -  ORANGEFIELD (1974)
 BK1988
 BK1988                         *CURRENT SURVEY CONTROL
 BK1988  ___________________________________________________________________
 BK1988* NAD 83(1986)-  30 05 27.     (N)    093 46 47.     (W)     SCALED    
 BK1988* NAVD 88     -         4.408  (meters)      14.46   (feet)  ADJUSTED  
 BK1988  ___________________________________________________________________
 BK1988  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK1988  DYNAMIC HT  -           4.403 (meters)      14.45  (feet)  COMP
 BK1988  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BK1988  OBS GRAVITY -     979,309.8   (mgal)                       GRAV_OBS
 BK1988
 BK1988  VERT ORDER  -  FIRST     CLASS II
 BK1988
 BK1988.The horizontal coordinates were scaled from a topographic map and have
 BK1988.an estimated accuracy of +/- 6 seconds.
 BK1988
 BK1988.The orthometric height was determined by differential leveling
 BK1988.and adjusted by the National Geodetic Survey in June 1991..
 BK1988
 BK1988.The geoid height was determined by GEOID03.
 BK1988
 BK1988.The dynamic height is computed by dividing the NAVD 88
 BK1988.geopotential number by the normal gravity value computed on the
 BK1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1988.degrees latitude (g = 980.6199 gals.).
 BK1988
 BK1988.The modeled gravity was interpolated from observed gravity values.
 BK1988.The observed gravity was obtained from relative gravimeter ties
 BK1988.to the IGSN71 gravity network.
 BK1988
 BK1988;                    North         East    Units  Estimated Accuracy
 BK1988;SPC TX C     - 3,065,630.    1,331,400.      MT  (+/- 180 meters Scaled)
 BK1988
 BK1988                          SUPERSEDED SURVEY CONTROL
 BK1988
 BK1988  NGVD 29 (??/??/??)    4.363  (m)           14.31   (f) ADJUSTED    1 2
 BK1988
 BK1988.Superseded values are not recommended for survey control.
 BK1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1988.See file dsdata.txt to determine how the superseded data were derived.
 BK1988
 BK1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP248291(NAD 83)
 BK1988_MARKER: I = METAL ROD
 BK1988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1988_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK1988_STAMPING: Q 1284 1979
 BK1988_MARK LOGO: NGS   
 BK1988_PROJECTION: FLUSH
 BK1988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1988+STABILITY: POSITION/ELEVATION WELL
 BK1988_ROD/PIPE-DEPTH: 16.8 meters
 BK1988_SLEEVE-DEPTH  : 12.5 meters
 BK1988
 BK1988  HISTORY     - Date     Condition        Report By
 BK1988  HISTORY     - 1979     MONUMENTED       NGS
 BK1988  HISTORY     - 1986     GOOD             NGS
 BK1988  HISTORY     - 1988     GOOD             USPSQD
 BK1988  HISTORY     - 19880926 MARK NOT FOUND   USPSQD
 BK1988  HISTORY     - 19960427 GOOD             USPSQD
 BK1988
 BK1988                          STATION DESCRIPTION
 BK1988
 BK1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1988'6800
 BK1988'2.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 BK1988'IN ORANGE, THENCE 0.15 MILE NORTH ALONG A PAVED ROAD, THENCE 0.1 MILE
 BK1988'WEST ALONG TULANE ROAD, 0.5 MILE EAST ALONG TULANE ROAD FROM A
 BK1988'MICROWAVE TOWER, AT THE NORTHEAST CORNER OF THE WOODARD PLASTIC
 BK1988'CORPORATION BUILDING, 198 FT. SOUTH OF THE CENTERLINE OF THE ROAD,
 BK1988'155 FT. SOUTH OF A POWERLINE POLE WITH GUY WIRE AND TRANSFORMER,
 BK1988'74.0 FT. WEST OF THE CENTERLINE OF A SHELL AND GRAVEL ENTRANCE ROAD,
 BK1988'20.1 FT. NORTH OF A CYCLONE FENCE AROUND A POWER SUBSTATION,
 BK1988'13.8 FT. SOUTHEAST OF A FIRE HYDRANT, 11.0 FT. EAST OF THE EAST
 BK1988'FACE OF THE PLANT BUILDING.  DATUM POINT IS 3 INCHES BELOW GROUND,
 BK1988'ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BK1988'THE MARK IS 20.9 FT  N FROM A WITNESS POST.
 BK1988'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BK1988
 BK1988                          STATION RECOVERY (1986)
 BK1988
 BK1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1988'2.55 MI WEST FROM ORANGE.
 BK1988
 BK1988                          STATION RECOVERY (1988)
 BK1988
 BK1988'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBW)
 BK1988'RECOVERED IN GOOD CONDITION.
 BK1988
 BK1988                          STATION RECOVERY (1988)
 BK1988
 BK1988'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1988'MARK NOT FOUND.
 BK1988
 BK1988                          STATION RECOVERY (1996)
 BK1988
 BK1988'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1970 ***********************************************************************
 BK1970  DESIGNATION -  Q 1285
 BK1970  PID         -  BK1970
 BK1970  STATE/COUNTY-  TX/JASPER
 BK1970  USGS QUAD   -  GIST (1984)
 BK1970
 BK1970                         *CURRENT SURVEY CONTROL
 BK1970  ___________________________________________________________________
 BK1970* NAD 83(1986)-  30 19 39.     (N)    093 55 21.     (W)     SCALED    
 BK1970* NAVD 88     -        12.169  (meters)      39.92   (feet)  ADJUSTED  
 BK1970  ___________________________________________________________________
 BK1970  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BK1970  DYNAMIC HT  -          12.153 (meters)      39.87  (feet)  COMP
 BK1970  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BK1970
 BK1970  VERT ORDER  -  FIRST     CLASS II
 BK1970
 BK1970.The horizontal coordinates were scaled from a topographic map and have
 BK1970.an estimated accuracy of +/- 6 seconds.
 BK1970
 BK1970.The orthometric height was determined by differential leveling
 BK1970.and adjusted by the National Geodetic Survey in June 1991..
 BK1970
 BK1970.The geoid height was determined by GEOID03.
 BK1970
 BK1970.The dynamic height is computed by dividing the NAVD 88
 BK1970.geopotential number by the normal gravity value computed on the
 BK1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1970.degrees latitude (g = 980.6199 gals.).
 BK1970
 BK1970.The modeled gravity was interpolated from observed gravity values.
 BK1970
 BK1970;                    North         East    Units  Estimated Accuracy
 BK1970;SPC TX C     - 3,091,020.    1,316,150.      MT  (+/- 180 meters Scaled)
 BK1970
 BK1970                          SUPERSEDED SURVEY CONTROL
 BK1970
 BK1970  NGVD 29 (??/??/??)   12.138  (m)           39.82   (f) ADJUSTED    1 2
 BK1970
 BK1970.Superseded values are not recommended for survey control.
 BK1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1970.See file dsdata.txt to determine how the superseded data were derived.
 BK1970
 BK1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP113554(NAD 83)
 BK1970_MARKER: I = METAL ROD
 BK1970_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1970_SP_SET: STAINLESS STEEL ROD
 BK1970_STAMPING: Q 1285 1979
 BK1970_PROJECTION: FLUSH
 BK1970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1970+STABILITY: POSITION/ELEVATION WELL
 BK1970_ROD/PIPE-DEPTH: 7.62 meters
 BK1970
 BK1970  HISTORY     - Date     Condition        Report By
 BK1970  HISTORY     - 1979     MONUMENTED       NGS
 BK1970  HISTORY     - 20011024 MARK NOT FOUND   USPSQD
 BK1970
 BK1970                          STATION DESCRIPTION
 BK1970
 BK1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1970'8.05 MI SE FROM BUNA.
 BK1970'8.05 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 BK1970'HIGHWAY 96 IN BUNA, AT THE JUNCTION OF FARM ROAD 2246 LEADING WEST,
 BK1970'129.4 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 71.0 FT. NORTHWEST OF
 BK1970'THE CENTERLINE OF THE ROAD, 9.0 FT. NORTHEAST OF A CORNER FENCE POST,
 BK1970'25.0 FT. WEST-NORTHWEST OF A POWERLINE POLE, 1.0 FT. EAST-SOUTHEAST OF
 BK1970'A FENCE LINE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BK1970'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1970'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BK1970
 BK1970                          STATION RECOVERY (2001)
 BK1970
 BK1970'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BK1970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2411 ***********************************************************************
 BY2411  DESIGNATION -  Q 1286
 BY2411  PID         -  BY2411
 BY2411  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2411  USGS QUAD   -  CHINQUAPIN (1984)
 BY2411
 BY2411                         *CURRENT SURVEY CONTROL
 BY2411  ___________________________________________________________________
 BY2411* NAD 83(1986)-  31 25 49.     (N)    094 04 41.     (W)     SCALED    
 BY2411* NAVD 88     -       101.915  (meters)     334.37   (feet)  ADJUSTED  
 BY2411  ___________________________________________________________________
 BY2411  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY2411  DYNAMIC HT  -         101.788 (meters)     333.95  (feet)  COMP
 BY2411  MODELED GRAV-     979,394.6   (mgal)                       NAVD 88
 BY2411
 BY2411  VERT ORDER  -  FIRST     CLASS II
 BY2411
 BY2411.The horizontal coordinates were scaled from a topographic map and have
 BY2411.an estimated accuracy of +/- 6 seconds.
 BY2411
 BY2411.The orthometric height was determined by differential leveling
 BY2411.and adjusted by the National Geodetic Survey in June 1991..
 BY2411
 BY2411.The geoid height was determined by GEOID03.
 BY2411
 BY2411.The dynamic height is computed by dividing the NAVD 88
 BY2411.geopotential number by the normal gravity value computed on the
 BY2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2411.degrees latitude (g = 980.6199 gals.).
 BY2411
 BY2411.The modeled gravity was interpolated from observed gravity values.
 BY2411
 BY2411;                    North         East    Units  Estimated Accuracy
 BY2411;SPC TX C     - 3,212,220.    1,294,340.      MT  (+/- 180 meters Scaled)
 BY2411
 BY2411                          SUPERSEDED SURVEY CONTROL
 BY2411
 BY2411  NGVD 29 (??/??/??)  101.938  (m)          334.44   (f) ADJUSTED    1 2
 BY2411
 BY2411.Superseded values are not recommended for survey control.
 BY2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2411.See file dsdata.txt to determine how the superseded data were derived.
 BY2411
 BY2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ975777(NAD 83)
 BY2411_MARKER: DB = BENCH MARK DISK
 BY2411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2411_SP_SET: STAINLESS STEEL ROD
 BY2411_STAMPING: Q 1286 1979
 BY2411_PROJECTION: FLUSH
 BY2411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2411_ROD/PIPE-DEPTH: 4.57 meters
 BY2411
 BY2411  HISTORY     - Date     Condition        Report By
 BY2411  HISTORY     - 1979     MONUMENTED       NGS
 BY2411
 BY2411                          STATION DESCRIPTION
 BY2411
 BY2411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2411'7.1 MI NW FROM BRONSON.
 BY2411'7.1 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2411'HIGHWAY 184 IN BRONSON, AT THE TOP OF A HILL, ALSO 8.35 MILES SOUTH
 BY2411'ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE HIGHWAY 21 IN SAN
 BY2411'AUGUSTINE, 142.0 FT. NORTHWEST OF THE CENTERLINE OF A TRACK ROAD,
 BY2411'71.0 FT. NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.0 FT.
 BY2411'SOUTHWEST OF THE EDGE OF A TREE LINE, 1.7 FT. NORTH OF A METAL LIGHT
 BY2411'POLE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2411'A 4-INCH PLASTIC SCREW PLUG.
 BY2411'THE MARK IS 1.5 FT  SE FROM A WITNESS POST.
 BY2411'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2530 ***********************************************************************
 BY2530  DESIGNATION -  Q 1287
 BY2530  PID         -  BY2530
 BY2530  STATE/COUNTY-  TX/NACOGDOCHES
 BY2530  USGS QUAD   -  GARRISON WEST (1984)
 BY2530
 BY2530                         *CURRENT SURVEY CONTROL
 BY2530  ___________________________________________________________________
 BY2530* NAD 83(1986)-  31 48 01.     (N)    094 31 47.     (W)     SCALED    
 BY2530* NAVD 88     -       125.413  (meters)     411.46   (feet)  ADJUSTED  
 BY2530  ___________________________________________________________________
 BY2530  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BY2530  DYNAMIC HT  -         125.260 (meters)     410.96  (feet)  COMP
 BY2530  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 BY2530
 BY2530  VERT ORDER  -  FIRST     CLASS II
 BY2530
 BY2530.The horizontal coordinates were scaled from a topographic map and have
 BY2530.an estimated accuracy of +/- 6 seconds.
 BY2530
 BY2530.The orthometric height was determined by differential leveling
 BY2530.and adjusted by the National Geodetic Survey in June 1991..
 BY2530
 BY2530.The geoid height was determined by GEOID03.
 BY2530
 BY2530.The dynamic height is computed by dividing the NAVD 88
 BY2530.geopotential number by the normal gravity value computed on the
 BY2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2530.degrees latitude (g = 980.6199 gals.).
 BY2530
 BY2530.The modeled gravity was interpolated from observed gravity values.
 BY2530
 BY2530;                    North         East    Units  Estimated Accuracy
 BY2530;SPC TX C     - 3,250,860.    1,249,330.      MT  (+/- 180 meters Scaled)
 BY2530
 BY2530                          SUPERSEDED SURVEY CONTROL
 BY2530
 BY2530.No superseded survey control is available for this station.
 BY2530
 BY2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR551193(NAD 83)
 BY2530_MARKER: DB = BENCH MARK DISK
 BY2530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2530_SP_SET: STAINLESS STEEL ROD
 BY2530_STAMPING: Q 1287 1979
 BY2530_PROJECTION: FLUSH
 BY2530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2530_ROD/PIPE-DEPTH: 3.05 meters
 BY2530
 BY2530  HISTORY     - Date     Condition        Report By
 BY2530  HISTORY     - 1979     MONUMENTED       NGS
 BY2530  HISTORY     - 19980919 GOOD             USPSQD
 BY2530
 BY2530                          STATION DESCRIPTION
 BY2530
 BY2530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2530'3.0 MI SW FROM GARRISON.
 BY2530'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY2530'ROAD 95 NORTH IN GARRISON, AT THE WESTERN BOUNDARY LINE OF THE BUD
 BY2530'EASON PROPERTY, 162 FT. WEST-NORTHWEST OF THE CENTERLINE OF THE
 BY2530'HIGHWAY, 147 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A LIGHT GREEN
 BY2530'HOUSE, 33.5 FT. SOUTHEAST OF A POWERLINE POLE, 1.0 FT. NORTH-NORTHEAST
 BY2530'OF A FENCE, 67.0 FT. EAST-SOUTHEAST OF A POWERLINE POLE.  DISK IS 3
 BY2530'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2530'SCREW PLUG.
 BY2530'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 BY2530'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 BY2530
 BY2530                          STATION RECOVERY (1998)
 BY2530
 BY2530'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1942 ***********************************************************************
 BK1942  DESIGNATION -  Q 1288
 BK1942  PID         -  BK1942
 BK1942  STATE/COUNTY-  TX/JASPER
 BK1942  USGS QUAD   -  KIRBYVILLE (1984)
 BK1942
 BK1942                         *CURRENT SURVEY CONTROL
 BK1942  ___________________________________________________________________
 BK1942* NAD 83(1986)-  30 43 37.     (N)    093 55 25.     (W)     SCALED    
 BK1942* NAVD 88     -        46.442  (meters)     152.37   (feet)  ADJUSTED  
 BK1942  ___________________________________________________________________
 BK1942  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BK1942  DYNAMIC HT  -          46.382 (meters)     152.17  (feet)  COMP
 BK1942  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BK1942
 BK1942  VERT ORDER  -  FIRST     CLASS II
 BK1942
 BK1942.The horizontal coordinates were scaled from a topographic map and have
 BK1942.an estimated accuracy of +/- 6 seconds.
 BK1942
 BK1942.The orthometric height was determined by differential leveling
 BK1942.and adjusted by the National Geodetic Survey in June 1991..
 BK1942
 BK1942.The geoid height was determined by GEOID03.
 BK1942
 BK1942.The dynamic height is computed by dividing the NAVD 88
 BK1942.geopotential number by the normal gravity value computed on the
 BK1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1942.degrees latitude (g = 980.6199 gals.).
 BK1942
 BK1942.The modeled gravity was interpolated from observed gravity values.
 BK1942
 BK1942;                    North         East    Units  Estimated Accuracy
 BK1942;SPC TX C     - 3,135,220.    1,313,490.      MT  (+/- 180 meters Scaled)
 BK1942
 BK1942                          SUPERSEDED SURVEY CONTROL
 BK1942
 BK1942  NGVD 29 (??/??/??)   46.429  (m)          152.33   (f) ADJUSTED    1 2
 BK1942
 BK1942.Superseded values are not recommended for survey control.
 BK1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1942.See file dsdata.txt to determine how the superseded data were derived.
 BK1942
 BK1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP115997(NAD 83)
 BK1942_MARKER: I = METAL ROD
 BK1942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1942_SP_SET: STAINLESS STEEL ROD
 BK1942_STAMPING: Q 1288 1979
 BK1942_PROJECTION: FLUSH
 BK1942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1942+STABILITY: POSITION/ELEVATION WELL
 BK1942_ROD/PIPE-DEPTH: 7.62 meters
 BK1942
 BK1942  HISTORY     - Date     Condition        Report By
 BK1942  HISTORY     - 1979     MONUMENTED       NGS
 BK1942
 BK1942                          STATION DESCRIPTION
 BK1942
 BK1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1942'4.75 MI NW FROM KIRBYVILLE.
 BK1942'4.75 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BK1942'ROAD 1013 IN KIRBYVILLE, AT THE NORTHWEST CORNER OF A LOT OCCUPIED BY
 BK1942'TWO MOBILE HOMES, 66.6 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 20.4
 BK1942'FT. WEST-NORTHWEST OF THE NORTHWEST CORNER OF A MOBILE HOME, 1.0 FT.
 BK1942'SOUTH OF A FENCE LINE, 5.0 FT. EAST OF A CORNER FENCE POST, 61.8 FT.
 BK1942'NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER.  DISK IS 4 INCHES
 BK1942'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BK1942'PLUG.
 BK1942'THE MARK IS 5 FT  E FROM A WITNESS POST.
 BK1942'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2388 ***********************************************************************
 BX2388  DESIGNATION -  Q 1289
 BX2388  PID         -  BX2388
 BX2388  STATE/COUNTY-  TX/SABINE
 BX2388  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2388
 BX2388                         *CURRENT SURVEY CONTROL
 BX2388  ___________________________________________________________________
 BX2388* NAD 83(1986)-  31 12 43.     (N)    093 59 17.     (W)     SCALED    
 BX2388* NAVD 88     -        64.581  (meters)     211.88   (feet)  ADJUSTED  
 BX2388  ___________________________________________________________________
 BX2388  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BX2388  DYNAMIC HT  -          64.499 (meters)     211.61  (feet)  COMP
 BX2388  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 BX2388
 BX2388  VERT ORDER  -  FIRST     CLASS II
 BX2388
 BX2388.The horizontal coordinates were scaled from a topographic map and have
 BX2388.an estimated accuracy of +/- 6 seconds.
 BX2388
 BX2388.The orthometric height was determined by differential leveling
 BX2388.and adjusted by the National Geodetic Survey in June 1991..
 BX2388
 BX2388.The geoid height was determined by GEOID03.
 BX2388
 BX2388.The dynamic height is computed by dividing the NAVD 88
 BX2388.geopotential number by the normal gravity value computed on the
 BX2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2388.degrees latitude (g = 980.6199 gals.).
 BX2388
 BX2388.The modeled gravity was interpolated from observed gravity values.
 BX2388
 BX2388;                    North         East    Units  Estimated Accuracy
 BX2388;SPC TX C     - 3,188,540.    1,304,260.      MT  (+/- 180 meters Scaled)
 BX2388
 BX2388                          SUPERSEDED SURVEY CONTROL
 BX2388
 BX2388  NGVD 29 (??/??/??)   64.592  (m)          211.92   (f) ADJUSTED    1 2
 BX2388
 BX2388.Superseded values are not recommended for survey control.
 BX2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2388.See file dsdata.txt to determine how the superseded data were derived.
 BX2388
 BX2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ058535(NAD 83)
 BX2388_MARKER: DB = BENCH MARK DISK
 BX2388_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2388_SP_SET: STAINLESS STEEL ROD
 BX2388_STAMPING: Q 1289 1979
 BX2388_PROJECTION: FLUSH
 BX2388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2388+STABILITY: POSITION/ELEVATION WELL
 BX2388_ROD/PIPE-DEPTH: 7.62 meters
 BX2388
 BX2388  HISTORY     - Date     Condition        Report By
 BX2388  HISTORY     - 1979     MONUMENTED       NGS
 BX2388
 BX2388                          STATION DESCRIPTION
 BX2388
 BX2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2388'2.5 MI SOUTH FROM PINELAND.
 BX2388'2.5 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2388'ROAD 83 IN PINELAND, AT THE JUNCTION OF SOUTH SPUR 414, AT A
 BX2388'POWERLINE JUNCTION, 225.0 FT. WEST OF CENTERLINE OF THE HIGHWAY,
 BX2388'102.0 FT. WEST OF THE CENTERLINE OF SOUTH SPUR 414, 15.5 FT. NORTHWEST
 BX2388'OF THE POWERLINE JUNCTION POLE, 1.0 FT. EAST OF A NORTH-SOUTH
 BX2388'FENCE LINE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 BX2388'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2388'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BX2388'THE MARK IS ABOVE LEVEL WITH SOUTH SPUR 414.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2502 ***********************************************************************
 BY2502  DESIGNATION -  Q 1289 A
 BY2502  PID         -  BY2502
 BY2502  STATE/COUNTY-  TX/NACOGDOCHES
 BY2502  USGS QUAD   -  REKLAW (1973)
 BY2502
 BY2502                         *CURRENT SURVEY CONTROL
 BY2502  ___________________________________________________________________
 BY2502* NAD 83(1986)-  31 49 21.     (N)    094 55 04.     (W)     SCALED    
 BY2502* NAVD 88     -        93.127  (meters)     305.53   (feet)  ADJUSTED  
 BY2502  ___________________________________________________________________
 BY2502  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY2502  DYNAMIC HT  -          93.015 (meters)     305.17  (feet)  COMP
 BY2502  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 BY2502
 BY2502  VERT ORDER  -  FIRST     CLASS II
 BY2502
 BY2502.The horizontal coordinates were scaled from a topographic map and have
 BY2502.an estimated accuracy of +/- 6 seconds.
 BY2502
 BY2502.The orthometric height was determined by differential leveling
 BY2502.and adjusted by the National Geodetic Survey in June 1991..
 BY2502
 BY2502.The geoid height was determined by GEOID03.
 BY2502
 BY2502.The dynamic height is computed by dividing the NAVD 88
 BY2502.geopotential number by the normal gravity value computed on the
 BY2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2502.degrees latitude (g = 980.6199 gals.).
 BY2502
 BY2502.The modeled gravity was interpolated from observed gravity values.
 BY2502
 BY2502;                    North         East    Units  Estimated Accuracy
 BY2502;SPC TX C     - 3,251,470.    1,212,510.      MT  (+/- 180 meters Scaled)
 BY2502
 BY2502                          SUPERSEDED SURVEY CONTROL
 BY2502
 BY2502.No superseded survey control is available for this station.
 BY2502
 BY2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR184223(NAD 83)
 BY2502_MARKER: DB = BENCH MARK DISK
 BY2502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2502_SP_SET: STAINLESS STEEL ROD
 BY2502_STAMPING: Q 1289 A 1979
 BY2502_PROJECTION: RECESSED 3 CENTIMETERS
 BY2502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2502_ROD/PIPE-DEPTH: 4.57 meters
 BY2502
 BY2502  HISTORY     - Date     Condition        Report By
 BY2502  HISTORY     - 1979     MONUMENTED       NGS
 BY2502  HISTORY     - 19980919 GOOD             USPSQD
 BY2502
 BY2502                          STATION DESCRIPTION
 BY2502
 BY2502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2502'4.75 MI WEST FROM CUSHING.
 BY2502'4.75 MILES WEST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM ROAD
 BY2502'225 IN CUSHING, ACROSS THE HIGHWAY FROM THE SACUL POST OFFICE, 29.3
 BY2502'FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY, 28.5 FT. WEST OF THE
 BY2502'EXTENDED CENTERLINE OF A ROAD LEADING NORTH, 7.0 FT. EAST OF A GUY
 BY2502'WIRE BASE, 4.5 FT. WEST OF POWERLINE POLE NUMBER T1A 25.  DISK IS 4
 BY2502'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2502'SCREW PLUG.
 BY2502'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 BY2502'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BY2502
 BY2502                          STATION RECOVERY (1998)
 BY2502
 BY2502'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2476 ***********************************************************************
 BY2476  DESIGNATION -  Q 1290
 BY2476  PID         -  BY2476
 BY2476  STATE/COUNTY-  TX/CHEROKEE
 BY2476  USGS QUAD   -  TODD CITY (1982)
 BY2476
 BY2476                         *CURRENT SURVEY CONTROL
 BY2476  ___________________________________________________________________
 BY2476* NAD 83(1986)-  31 54 10.     (N)    095 23 53.     (W)     SCALED    
 BY2476* NAVD 88     -       121.150  (meters)     397.47   (feet)  ADJUSTED  
 BY2476  ___________________________________________________________________
 BY2476  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2476  DYNAMIC HT  -         121.004 (meters)     396.99  (feet)  COMP
 BY2476  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 BY2476
 BY2476  VERT ORDER  -  FIRST     CLASS II
 BY2476
 BY2476.The horizontal coordinates were scaled from a topographic map and have
 BY2476.an estimated accuracy of +/- 6 seconds.
 BY2476
 BY2476.The orthometric height was determined by differential leveling
 BY2476.and adjusted by the National Geodetic Survey in June 1991..
 BY2476
 BY2476.The geoid height was determined by GEOID03.
 BY2476
 BY2476.The dynamic height is computed by dividing the NAVD 88
 BY2476.geopotential number by the normal gravity value computed on the
 BY2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2476.degrees latitude (g = 980.6199 gals.).
 BY2476
 BY2476.The modeled gravity was interpolated from observed gravity values.
 BY2476
 BY2476;                    North         East    Units  Estimated Accuracy
 BY2476;SPC TX C     - 3,258,250.    1,166,690.      MT  (+/- 180 meters Scaled)
 BY2476
 BY2476                          SUPERSEDED SURVEY CONTROL
 BY2476
 BY2476.No superseded survey control is available for this station.
 BY2476
 BY2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR732321(NAD 83)
 BY2476_MARKER: DB = BENCH MARK DISK
 BY2476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2476_SP_SET: STAINLESS STEEL ROD
 BY2476_STAMPING: Q 1290 1980
 BY2476_PROJECTION: PROJECTING 3 CENTIMETERS
 BY2476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2476_ROD/PIPE-DEPTH: 6.1  meters
 BY2476
 BY2476  HISTORY     - Date     Condition        Report By
 BY2476  HISTORY     - 1980     MONUMENTED       NGS
 BY2476  HISTORY     - 19910420 GOOD             USPSQD
 BY2476  HISTORY     - 19960420 GOOD             USPSQD
 BY2476  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 BY2476
 BY2476                          STATION DESCRIPTION
 BY2476
 BY2476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2476'14.2 KM SW FROM JACKSONVILLE.
 BY2476'14.2 KM. (8.85 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BY2476'OF U.S. HIGHWAY 69 IN JACKSONVILLE, 24.4 M. (80.0 FT.) NORTH OF THE
 BY2476'CENTERLINE OF THE HIGHWAY, 39.0 M. (128 FT.) EAST-NORTHEAST OF A ROUND
 BY2476'CONCRETE CULVERT, 13.1 M. (43.0 FT.) WEST OF A ROW OF 12-INCH MARKERS,
 BY2476'0.9 M. (3.0 FT.) EAST OF A POWERLINE POLE, 0.8 M. (2.5 FT.) SOUTH OF A
 BY2476'FENCE.  DISK IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BY2476'10-CM. PLASTIC SCREW PLUG.
 BY2476'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 BY2476'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BY2476
 BY2476                          STATION RECOVERY (1991)
 BY2476
 BY2476'RECOVERY NOTE BY US POWER SQUADRON 1991 (BA)
 BY2476'RECOVERED IN GOOD CONDITION.
 BY2476
 BY2476                          STATION RECOVERY (1996)
 BY2476
 BY2476'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2476'RECOVERED IN GOOD CONDITION.
 BY2476
 BY2476                          STATION RECOVERY (2004)
 BY2476
 BY2476'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY2476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2548 ***********************************************************************
 BY2548  DESIGNATION -  Q 1291
 BY2548  PID         -  BY2548
 BY2548  STATE/COUNTY-  TX/ANDERSON
 BY2548  USGS QUAD   -  LONG LAKE (1964)
 BY2548
 BY2548                         *CURRENT SURVEY CONTROL
 BY2548  ___________________________________________________________________
 BY2548* NAD 83(1986)-  31 39 53.     (N)    095 45 19.     (W)     SCALED    
 BY2548* NAVD 88     -        85.351  (meters)     280.02   (feet)  ADJUSTED  
 BY2548  ___________________________________________________________________
 BY2548  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2548  DYNAMIC HT  -          85.247 (meters)     279.68  (feet)  COMP
 BY2548  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 BY2548  OBS GRAVITY -     979,426.6   (mgal)                       GRAV_OBS
 BY2548
 BY2548  VERT ORDER  -  FIRST     CLASS II
 BY2548
 BY2548.The horizontal coordinates were scaled from a topographic map and have
 BY2548.an estimated accuracy of +/- 6 seconds.
 BY2548
 BY2548.The orthometric height was determined by differential leveling
 BY2548.and adjusted by the National Geodetic Survey in June 1991..
 BY2548
 BY2548.The geoid height was determined by GEOID03.
 BY2548
 BY2548.The dynamic height is computed by dividing the NAVD 88
 BY2548.geopotential number by the normal gravity value computed on the
 BY2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2548.degrees latitude (g = 980.6199 gals.).
 BY2548
 BY2548.The modeled gravity was interpolated from observed gravity values.
 BY2548.The observed gravity was obtained from relative gravimeter ties
 BY2548.to the IGSN71 gravity network.
 BY2548
 BY2548;                    North         East    Units  Estimated Accuracy
 BY2548;SPC TX C     - 3,230,430.    1,134,020.      MT  (+/- 180 meters Scaled)
 BY2548
 BY2548                          SUPERSEDED SURVEY CONTROL
 BY2548
 BY2548.No superseded survey control is available for this station.
 BY2548
 BY2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR387065(NAD 83)
 BY2548_MARKER: I = METAL ROD
 BY2548_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2548_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2548_STAMPING: Q 1291 1980
 BY2548_PROJECTION: FLUSH
 BY2548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2548+STABILITY: POSITION/ELEVATION WELL
 BY2548_ROD/PIPE-DEPTH: 13.4 meters
 BY2548_SLEEVE-DEPTH  : 11.9 meters
 BY2548
 BY2548  HISTORY     - Date     Condition        Report By
 BY2548  HISTORY     - 1980     MONUMENTED       NGS
 BY2548  HISTORY     - 1990     GOOD             USPSQD
 BY2548
 BY2548                          STATION DESCRIPTION
 BY2548
 BY2548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2548'12.05 KM SW FROM PALESTINE.
 BY2548'2.4 KM. (1.5 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2548'FEDERAL BUILDING IN PALESTINE, THENCE 9.65 KM. (6.0 MI.) SOUTHWEST
 BY2548'ALONG U.S. HIGHWAY 79, ALSO 13.6 KM. (8.45 MI.) NORTHEAST ALONG U.S.
 BY2548'HIGHWAY 79 FROM THE OAKWOOD STATE BANK IN OAKWOOD, AT THE NORTHERNMOST
 BY2548'FENCE LINE AT THE MOUNT PILGRIM BAPTIST CHURCH, 36.3 M. (119.2 FT.)
 BY2548'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 24.0 M. (78.6 FT.)
 BY2548'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.0 M. (46.0 FT.)
 BY2548'SOUTHEAST OF A 30-CM. OAK TREE, 5.8 M. (19.0 FT.) NORTHWEST OF THE
 BY2548'SOUTHEAST CORNER OF THE FENCE, 0.9 M. (2.8 FT.) SOUTH OF THE FENCE.
 BY2548'DATUM POINT IS 7 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BY2548'13-CM. LOGO CAP.
 BY2548'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 BY2548'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2548
 BY2548                          STATION RECOVERY (1990)
 BY2548
 BY2548'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1136 ***********************************************************************
 BZ1136  DESIGNATION -  Q 1294
 BZ1136  PID         -  BZ1136
 BZ1136  STATE/COUNTY-  TX/LEON
 BZ1136  USGS QUAD   -  BUFFALO (1982)
 BZ1136
 BZ1136                         *CURRENT SURVEY CONTROL
 BZ1136  ___________________________________________________________________
 BZ1136* NAD 83(1986)-  31 23 46.     (N)    096 07 07.     (W)     SCALED    
 BZ1136* NAVD 88     -       146.394  (meters)     480.29   (feet)  ADJUSTED  
 BZ1136  ___________________________________________________________________
 BZ1136  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BZ1136  DYNAMIC HT  -         146.213 (meters)     479.70  (feet)  COMP
 BZ1136  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 BZ1136
 BZ1136  VERT ORDER  -  FIRST     CLASS II
 BZ1136
 BZ1136.The horizontal coordinates were scaled from a topographic map and have
 BZ1136.an estimated accuracy of +/- 6 seconds.
 BZ1136
 BZ1136.The orthometric height was determined by differential leveling
 BZ1136.and adjusted by the National Geodetic Survey in June 1991..
 BZ1136
 BZ1136.The geoid height was determined by GEOID03.
 BZ1136
 BZ1136.The dynamic height is computed by dividing the NAVD 88
 BZ1136.geopotential number by the normal gravity value computed on the
 BZ1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1136.degrees latitude (g = 980.6199 gals.).
 BZ1136
 BZ1136.The modeled gravity was interpolated from observed gravity values.
 BZ1136
 BZ1136;                    North         East    Units  Estimated Accuracy
 BZ1136;SPC TX C     - 3,199,310.    1,100,720.      MT  (+/- 180 meters Scaled)
 BZ1136
 BZ1136                          SUPERSEDED SURVEY CONTROL
 BZ1136
 BZ1136.No superseded survey control is available for this station.
 BZ1136
 BZ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV739770(NAD 83)
 BZ1136_MARKER: DB = BENCH MARK DISK
 BZ1136_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1136_SP_SET: STAINLESS STEEL ROD
 BZ1136_STAMPING: Q 1294 1980
 BZ1136_PROJECTION: FLUSH
 BZ1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1136_ROD/PIPE-DEPTH: 3.5  meters
 BZ1136
 BZ1136  HISTORY     - Date     Condition        Report By
 BZ1136  HISTORY     - 1980     MONUMENTED       NGS
 BZ1136  HISTORY     - 1990     GOOD             USPSQD
 BZ1136
 BZ1136                          STATION DESCRIPTION
 BZ1136
 BZ1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1136'6.0 KM NE FROM JEWETT.
 BZ1136'6.0 KM. (3.7 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF
 BZ1136'FARM ROAD 39 IN JEWETT, 0.15 KM. (0.1 MI.) NORTHEAST OF A DIRT ROAD
 BZ1136'LEADING SOUTHEAST, AT A FANCY BRICKWORK FENCE CORNER, 22.9 M.
 BZ1136'(75.0 FT.) NORTH-NORTHEAST OF A CONCRETE CULVERT, 14.9 M. (49.0 FT.)
 BZ1136'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.8 M. (19.0 FT.)
 BZ1136'SOUTH-SOUTHWEST OF A FENCE CORNER, 6.1 M. (20.0 FT.) SOUTH-SOUTHWEST
 BZ1136'OF SAWED OFF TELEPHONE POLE NUMBER 42 WITH WARNING SIGN, 0.3 M.
 BZ1136'(1.0 FT.) NORTHWEST OF A POLE FENCE.  DISK IS 10 CM. BELOW GROUND,
 BZ1136'ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BZ1136'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 BZ1136'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1136
 BZ1136                          STATION RECOVERY (1990)
 BZ1136
 BZ1136'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1172 ***********************************************************************
 BZ1172  DESIGNATION -  Q 1295
 BZ1172  PID         -  BZ1172
 BZ1172  STATE/COUNTY-  TX/HILL
 BZ1172  USGS QUAD   -  IRENE (1978)
 BZ1172
 BZ1172                         *CURRENT SURVEY CONTROL
 BZ1172  ___________________________________________________________________
 BZ1172* NAD 83(1986)-  31 53 47.     (N)    096 51 02.     (W)     SCALED    
 BZ1172* NAVD 88     -       143.913  (meters)     472.15   (feet)  ADJUSTED  
 BZ1172  ___________________________________________________________________
 BZ1172  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BZ1172  DYNAMIC HT  -         143.739 (meters)     471.58  (feet)  COMP
 BZ1172  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 BZ1172
 BZ1172  VERT ORDER  -  FIRST     CLASS II
 BZ1172
 BZ1172.The horizontal coordinates were scaled from a topographic map and have
 BZ1172.an estimated accuracy of +/- 6 seconds.
 BZ1172
 BZ1172.The orthometric height was determined by differential leveling
 BZ1172.and adjusted by the National Geodetic Survey in June 1991..
 BZ1172
 BZ1172.The geoid height was determined by GEOID03.
 BZ1172
 BZ1172.The dynamic height is computed by dividing the NAVD 88
 BZ1172.geopotential number by the normal gravity value computed on the
 BZ1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1172.degrees latitude (g = 980.6199 gals.).
 BZ1172
 BZ1172.The modeled gravity was interpolated from observed gravity values.
 BZ1172
 BZ1172;                    North         East    Units  Estimated Accuracy
 BZ1172;SPC TXNC     - 2,026,700.      756,040.      MT  (+/- 180 meters Scaled)
 BZ1172
 BZ1172                          SUPERSEDED SURVEY CONTROL
 BZ1172
 BZ1172.No superseded survey control is available for this station.
 BZ1172
 BZ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA032309(NAD 83)
 BZ1172_MARKER: I = METAL ROD
 BZ1172_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1172_SP_SET: STAINLESS STEEL ROD
 BZ1172_STAMPING: Q 1295 1980
 BZ1172_PROJECTION: FLUSH
 BZ1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1172_ROD/PIPE-DEPTH: 5.8  meters
 BZ1172
 BZ1172  HISTORY     - Date     Condition        Report By
 BZ1172  HISTORY     - 1980     MONUMENTED       NGS
 BZ1172  HISTORY     - 19990220 GOOD             USPSQD
 BZ1172  HISTORY     - 20020824 GOOD             USPSQD
 BZ1172  HISTORY     - 20031011 GOOD             USPSQD
 BZ1172
 BZ1172                          STATION DESCRIPTION
 BZ1172
 BZ1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1172'7.5 KM NW FROM HUBBARD.
 BZ1172'7.5 KM. (4.65 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1172'OF STATE HIGHWAY 31 IN HUBBARD, AT A GRAVEL ROAD LEADING SOUTH AND A
 BZ1172'FIELD ROAD AND A WIRE GATE LEADING SOUTHWEST, 18.6 M. (61.0 FT.)
 BZ1172'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.9 M. (98.0 FT.)
 BZ1172'WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 8.5 M. (28.0 FT.) WEST OF
 BZ1172'THE CENTER OF THE FIELD ROAD AND THE WIRE GATE, 4.9 M. (16.0 FT.) WEST
 BZ1172'OF A RIGHT-OF-WAY MARKER, 0.3 M. (1.0 FT.) NORTH-NORTHEAST OF A
 BZ1172'FENCE.  DATUM POINT IS 4 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1172'THROUGH A 13-CM. LOGO CAP.
 BZ1172'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BZ1172'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BZ1172
 BZ1172                          STATION RECOVERY (1999)
 BZ1172
 BZ1172'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1172'RECOVERED IN GOOD CONDITION.
 BZ1172
 BZ1172                          STATION RECOVERY (2002)
 BZ1172
 BZ1172'RECOVERY NOTE BY US POWER SQUADRON 2002 (HRM)
 BZ1172'RECOVERED IN GOOD CONDITION.
 BZ1172
 BZ1172                          STATION RECOVERY (2003)
 BZ1172
 BZ1172'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2425 ***********************************************************************
 BY2425  DESIGNATION -  Q 1296
 BY2425  PID         -  BY2425
 BY2425  STATE/COUNTY-  TX/HOUSTON
 BY2425  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY2425
 BY2425                         *CURRENT SURVEY CONTROL
 BY2425  ___________________________________________________________________
 BY2425* NAD 83(1986)-  31 05 26.     (N)    095 25 49.     (W)     SCALED    
 BY2425* NAVD 88     -        75.544  (meters)     247.85   (feet)  ADJUSTED  
 BY2425  ___________________________________________________________________
 BY2425  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY2425  DYNAMIC HT  -          75.448 (meters)     247.53  (feet)  COMP
 BY2425  MODELED GRAV-     979,375.2   (mgal)                       NAVD 88
 BY2425
 BY2425  VERT ORDER  -  FIRST     CLASS II
 BY2425
 BY2425.The horizontal coordinates were scaled from a topographic map and have
 BY2425.an estimated accuracy of +/- 6 seconds.
 BY2425
 BY2425.The orthometric height was determined by differential leveling
 BY2425.and adjusted by the National Geodetic Survey in June 1991..
 BY2425
 BY2425.The geoid height was determined by GEOID03.
 BY2425
 BY2425.The dynamic height is computed by dividing the NAVD 88
 BY2425.geopotential number by the normal gravity value computed on the
 BY2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2425.degrees latitude (g = 980.6199 gals.).
 BY2425
 BY2425.The modeled gravity was interpolated from observed gravity values.
 BY2425
 BY2425;                    North         East    Units  Estimated Accuracy
 BY2425;SPC TX C     - 3,168,150.    1,167,610.      MT  (+/- 180 meters Scaled)
 BY2425
 BY2425                          SUPERSEDED SURVEY CONTROL
 BY2425
 BY2425.No superseded survey control is available for this station.
 BY2425
 BY2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ681421(NAD 83)
 BY2425_MARKER: DB = BENCH MARK DISK
 BY2425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2425_SP_SET: STAINLESS STEEL ROD
 BY2425_STAMPING: Q 1296 1980
 BY2425_PROJECTION: FLUSH
 BY2425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2425_ROD/PIPE-DEPTH: 6.7  meters
 BY2425
 BY2425  HISTORY     - Date     Condition        Report By
 BY2425  HISTORY     - 1980     MONUMENTED       NGS
 BY2425
 BY2425                          STATION DESCRIPTION
 BY2425
 BY2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2425'4.1 KM SOUTH FROM LOVELADY.
 BY2425'4.1 KM. (2.55 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY2425'FARM ROADS 1280 AND 230 IN LOVELADY, AT A CATTLE GUARD AND A DIRT ROAD
 BY2425'LEADING SOUTHWEST, 18.6 M. (61.0 FT.) WEST OF THE CENTERLINE OF STATE
 BY2425'HIGHWAY 19, 14.0 M. (46.0 FT.) SOUTHEAST OF THE SOUTHEAST CORNER OF
 BY2425'THE CATTLE GUARD, 0.6 M. (2.0 FT.) NORTHWEST OF A WIRE FENCE CORNER
 BY2425'POST, 1.2 M. (4.0 FT.) EAST OF A WHITE BOARD FENCE, 15.1 M. (49.5 FT.)
 BY2425'SOUTH OF THE CENTERLINE OF A PRIVATE DIRT ROAD, 13.6 M. (44.6 FT.)
 BY2425'SOUTH-SOUTHWEST OF THE SOUTH END OF A 50-CM. CONCRETE PIPE CULVERT.
 BY2425'DISK IS 12 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BY2425'PLASTIC SCREW PLUG.
 BY2425'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 BY2425'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2435 ***********************************************************************
 BY2435  DESIGNATION -  Q 1297
 BY2435  PID         -  BY2435
 BY2435  STATE/COUNTY-  TX/HOUSTON
 BY2435  USGS QUAD   -  CROCKETT (1950)
 BY2435
 BY2435                         *CURRENT SURVEY CONTROL
 BY2435  ___________________________________________________________________
 BY2435* NAD 83(1986)-  31 20 55.     (N)    095 28 28.     (W)     SCALED    
 BY2435* NAVD 88     -        86.670  (meters)     284.35   (feet)  ADJUSTED  
 BY2435  ___________________________________________________________________
 BY2435  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY2435  DYNAMIC HT  -          86.561 (meters)     283.99  (feet)  COMP
 BY2435  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 BY2435
 BY2435  VERT ORDER  -  FIRST     CLASS II
 BY2435
 BY2435.The horizontal coordinates were scaled from a topographic map and have
 BY2435.an estimated accuracy of +/- 6 seconds.
 BY2435
 BY2435.The orthometric height was determined by differential leveling
 BY2435.and adjusted by the National Geodetic Survey in June 1991..
 BY2435
 BY2435.The geoid height was determined by GEOID03.
 BY2435
 BY2435.The dynamic height is computed by dividing the NAVD 88
 BY2435.geopotential number by the normal gravity value computed on the
 BY2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2435.degrees latitude (g = 980.6199 gals.).
 BY2435
 BY2435.The modeled gravity was interpolated from observed gravity values.
 BY2435
 BY2435;                    North         East    Units  Estimated Accuracy
 BY2435;SPC TX C     - 3,196,550.    1,162,160.      MT  (+/- 180 meters Scaled)
 BY2435
 BY2435                          SUPERSEDED SURVEY CONTROL
 BY2435
 BY2435.No superseded survey control is available for this station.
 BY2435
 BY2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ646708(NAD 83)
 BY2435_MARKER: DB = BENCH MARK DISK
 BY2435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2435_SP_SET: STAINLESS STEEL ROD
 BY2435_STAMPING: Q 1297 1980
 BY2435_PROJECTION: FLUSH
 BY2435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2435_ROD/PIPE-DEPTH: 7.6  meters
 BY2435
 BY2435  HISTORY     - Date     Condition        Report By
 BY2435  HISTORY     - 1980     MONUMENTED       NGS
 BY2435
 BY2435                          STATION DESCRIPTION
 BY2435
 BY2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2435'4.0 KM NW FROM CROCKETT.
 BY2435'4.0 KM. (2.5 MI.) NORTHWEST ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY
 BY2435'287 FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, AT THE SOUTH
 BY2435'CORNER OF THE PUBLICATIONS DEVELOPMENT COMPANY PROPERTY, 20.0 M.
 BY2435'(66.0 FT.) EAST-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 287
 BY2435'NORTHBOUND, 43.6 M. (143 FT.) SOUTHEAST OF THE CENTERLINE OF AN
 BY2435'ENTRANCE DRIVEWAY, 11.7 M. (38.4 FT.) EAST-SOUTHEAST OF A POWERLINE
 BY2435'POLE, 0.3 M. (1.0 FT.) WEST-NORTHWEST OF A FENCE, 1.2 M. (4.0 FT.)
 BY2435'NORTH-NORTHEAST OF A FENCE CORNER, 8.2 M. (27.0 FT.) SOUTHEAST OF A
 BY2435'60-CM. PINE TREE.  DISK IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2435'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2435'THE MARK IS 1.4 METERS  NE FROM A WITNESS POST.
 BY2435'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0171 ***********************************************************************
 CU0171  DESIGNATION -  Q 13
 CU0171  PID         -  CU0171
 CU0171  STATE/COUNTY-  TX/NOLAN
 CU0171  USGS QUAD   -  SWEETWATER (1987)
 CU0171
 CU0171                         *CURRENT SURVEY CONTROL
 CU0171  ___________________________________________________________________
 CU0171* NAD 83(1986)-  32 28 00.     (N)    100 24 42.     (W)     SCALED    
 CU0171* NAVD 88     -       663.039  (meters)    2175.32   (feet)  ADJUSTED  
 CU0171  ___________________________________________________________________
 CU0171  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CU0171  DYNAMIC HT  -         662.158 (meters)    2172.43  (feet)  COMP
 CU0171  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 CU0171
 CU0171  VERT ORDER  -  FIRST     CLASS II
 CU0171
 CU0171.The horizontal coordinates were scaled from a topographic map and have
 CU0171.an estimated accuracy of +/- 6 seconds.
 CU0171
 CU0171.The orthometric height was determined by differential leveling
 CU0171.and adjusted by the National Geodetic Survey in June 1991..
 CU0171
 CU0171.The geoid height was determined by GEOID03.
 CU0171
 CU0171.The dynamic height is computed by dividing the NAVD 88
 CU0171.geopotential number by the normal gravity value computed on the
 CU0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0171.degrees latitude (g = 980.6199 gals.).
 CU0171
 CU0171.The modeled gravity was interpolated from observed gravity values.
 CU0171
 CU0171;                    North         East    Units  Estimated Accuracy
 CU0171;SPC TXNC     - 2,090,350.      420,310.      MT  (+/- 180 meters Scaled)
 CU0171
 CU0171                          SUPERSEDED SURVEY CONTROL
 CU0171
 CU0171  NGVD 29 (??/??/92)  662.822  (m)         2174.61   (f) ADJ UNCH    1 2
 CU0171
 CU0171.Superseded values are not recommended for survey control.
 CU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0171.See file dsdata.txt to determine how the superseded data were derived.
 CU0171
 CU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA673930(NAD 83)
 CU0171_MARKER: B = BOLT
 CU0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0171_SP_SET: ABUTMENT
 CU0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0171
 CU0171  HISTORY     - Date     Condition        Report By
 CU0171  HISTORY     - UNK      MONUMENTED       CGS
 CU0171  HISTORY     - 1956     GOOD             NGS
 CU0171  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0171
 CU0171                          STATION DESCRIPTION
 CU0171
 CU0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0171'0.3 MI SW FROM SWEETWATER.
 CU0171'0.3 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0171'STATION AT SWEETWATER, 8.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3
 CU0171'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END
 CU0171'OF THE SOUTHWEST ABUTMENT OF BRIDGE 448.1 OVER THE PANHANDLE AND SANTA
 CU0171'FE RAILROAD.
 CU0171
 CU0171                          STATION RECOVERY (1982)
 CU0171
 CU0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2347 ***********************************************************************
 CS2347  DESIGNATION -  Q 130
 CS2347  PID         -  CS2347
 CS2347  STATE/COUNTY-  TX/PARKER
 CS2347  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2347
 CS2347                         *CURRENT SURVEY CONTROL
 CS2347  ___________________________________________________________________
 CS2347* NAD 83(1986)-  32 47 12.     (N)    097 50 14.     (W)     SCALED    
 CS2347* NAVD 88     -       335.220  (meters)    1099.80   (feet)  ADJUSTED  
 CS2347  ___________________________________________________________________
 CS2347  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CS2347  DYNAMIC HT  -         334.809 (meters)    1098.45  (feet)  COMP
 CS2347  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 CS2347
 CS2347  VERT ORDER  -  FIRST     CLASS II
 CS2347
 CS2347.The horizontal coordinates were scaled from a topographic map and have
 CS2347.an estimated accuracy of +/- 6 seconds.
 CS2347
 CS2347.The orthometric height was determined by differential leveling
 CS2347.and adjusted by the National Geodetic Survey in June 1991..
 CS2347
 CS2347.The geoid height was determined by GEOID03.
 CS2347
 CS2347.The dynamic height is computed by dividing the NAVD 88
 CS2347.geopotential number by the normal gravity value computed on the
 CS2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2347.degrees latitude (g = 980.6199 gals.).
 CS2347
 CS2347.The modeled gravity was interpolated from observed gravity values.
 CS2347
 CS2347;                    North         East    Units  Estimated Accuracy
 CS2347;SPC TXNC     - 2,124,390.      662,080.      MT  (+/- 180 meters Scaled)
 CS2347
 CS2347                          SUPERSEDED SURVEY CONTROL
 CS2347
 CS2347  NGVD 29 (??/??/92)  335.126  (m)         1099.49   (f) ADJ UNCH    1 2
 CS2347
 CS2347.Superseded values are not recommended for survey control.
 CS2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2347.See file dsdata.txt to determine how the superseded data were derived.
 CS2347
 CS2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB088282(NAD 83)
 CS2347_MARKER: DB = BENCH MARK DISK
 CS2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2347_STAMPING: Q 130 1952
 CS2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2347+STABILITY: SURFACE MOTION
 CS2347
 CS2347  HISTORY     - Date     Condition        Report By
 CS2347  HISTORY     - 1952     MONUMENTED       CGS
 CS2347
 CS2347                          STATION DESCRIPTION
 CS2347
 CS2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS2347'3.0 MI W FROM WEATHERFORD.
 CS2347'3.0 MILES WEST ALONG THE WEATHERFORD AND MINERAL WELLS RAILROAD FROM
 CS2347'THE STATION AT WEATHERFORD, AT THE SOUTHWEST END OF A RESERVOIR, 38
 CS2347'FEET NORTH OF THE NORTH RAIL, 46.5 FEET EAST OF MILEPOST 3, 2 FEET
 CS2347'SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 CS2347'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1119 ***********************************************************************
 BZ1119  DESIGNATION -  Q 1300
 BZ1119  PID         -  BZ1119
 BZ1119  STATE/COUNTY-  TX/BELL
 BZ1119  USGS QUAD   -  TROY (1993)
 BZ1119
 BZ1119                         *CURRENT SURVEY CONTROL
 BZ1119  ___________________________________________________________________
 BZ1119* NAD 83(1986)-  31 09 52.     (N)    097 19 09.     (W)     SCALED    
 BZ1119* NAVD 88     -       220.672  (meters)     723.99   (feet)  ADJUSTED  
 BZ1119  ___________________________________________________________________
 BZ1119  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ1119  DYNAMIC HT  -         220.381 (meters)     723.03  (feet)  COMP
 BZ1119  MODELED GRAV-     979,319.0   (mgal)                       NAVD 88
 BZ1119
 BZ1119  VERT ORDER  -  FIRST     CLASS II
 BZ1119
 BZ1119.The horizontal coordinates were scaled from a topographic map and have
 BZ1119.an estimated accuracy of +/- 6 seconds.
 BZ1119
 BZ1119.The orthometric height was determined by differential leveling
 BZ1119.and adjusted by the National Geodetic Survey in June 1991..
 BZ1119
 BZ1119.The geoid height was determined by GEOID03.
 BZ1119
 BZ1119.The dynamic height is computed by dividing the NAVD 88
 BZ1119.geopotential number by the normal gravity value computed on the
 BZ1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1119.degrees latitude (g = 980.6199 gals.).
 BZ1119
 BZ1119.The modeled gravity was interpolated from observed gravity values.
 BZ1119
 BZ1119;                    North         East    Units  Estimated Accuracy
 BZ1119;SPC TX C     - 3,169,930.      987,300.      MT  (+/- 180 meters Scaled)
 BZ1119
 BZ1119                          SUPERSEDED SURVEY CONTROL
 BZ1119
 BZ1119.No superseded survey control is available for this station.
 BZ1119
 BZ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV601490(NAD 83)
 BZ1119_MARKER: I = METAL ROD
 BZ1119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1119_SP_SET: STAINLESS STEEL ROD
 BZ1119_STAMPING: Q 1300 1980
 BZ1119_PROJECTION: FLUSH
 BZ1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1119+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1119_ROD/PIPE-DEPTH: 3.0  meters
 BZ1119
 BZ1119  HISTORY     - Date     Condition        Report By
 BZ1119  HISTORY     - 1980     MONUMENTED       NGS
 BZ1119  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 BZ1119  HISTORY     - 19950715 GOOD             USPSQD
 BZ1119  HISTORY     - 20010317 GOOD             USPSQD
 BZ1119  HISTORY     - 20031011 GOOD             USPSQD
 BZ1119  HISTORY     - 20050726 GOOD             USPSQD
 BZ1119
 BZ1119                          STATION DESCRIPTION
 BZ1119
 BZ1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1119'4.7 KM SW FROM TROY.
 BZ1119'4.7 KM. (2.9 MI.) SOUTHWEST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BZ1119'35 FROM THE JUNCTION OF FARM ROAD 935 IN TROY, AT A DIRT ROAD WHICH
 BZ1119'CROSSES THE MISSOURI KANSAS TEXAS RAILROAD, 0.1 KM. (0.05 MI.) NORTH
 BZ1119'OF A POWERLINE POLE CROSSING, 50.9 M. (167 FT.) EAST OF THE CENTERLINE
 BZ1119'OF THE FRONTAGE ROAD, 13.1 M. (43.0 FT.) EAST OF THE EAST RAIL OF THE
 BZ1119'TRACKS, 11.5 M. (37.6 FT.) NORTH OF THE CENTERLINE OF THE PRIVATE
 BZ1119'ROAD, 12.3 M. (40.5 FT.) SOUTHEAST OF TELEPHONE POLE NUMBER 4 J,
 BZ1119'0.6 M. (2.0 FT.) WEST OF A FENCE, 1.9 M. (6.3 FT.) NORTH OF A CORNER
 BZ1119'FENCE POST.  NOTE-ROD DRIVEN TO REFUSAL.  DATUM POINT IS 10 CM. BELOW
 BZ1119'GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1119'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 BZ1119'THE MARK IS 1.3 M BELOW THE TRACKS.
 BZ1119
 BZ1119                          STATION RECOVERY (1991)
 BZ1119
 BZ1119'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1119'MARK NOT FOUND.
 BZ1119
 BZ1119                          STATION RECOVERY (1995)
 BZ1119
 BZ1119'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1119'RECOVERED IN GOOD CONDITION.
 BZ1119
 BZ1119                          STATION RECOVERY (2001)
 BZ1119
 BZ1119'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ1119'RECOVERED IN GOOD CONDITION.
 BZ1119
 BZ1119                          STATION RECOVERY (2003)
 BZ1119
 BZ1119'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ1119'RECOVERED IN GOOD CONDITION.
 BZ1119
 BZ1119                          STATION RECOVERY (2005)
 BZ1119
 BZ1119'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1067 ***********************************************************************
 BZ1067  DESIGNATION -  Q 1301
 BZ1067  PID         -  BZ1067
 BZ1067  STATE/COUNTY-  TX/MCLENNAN
 BZ1067  USGS QUAD   -  WEST (1979)
 BZ1067
 BZ1067                         *CURRENT SURVEY CONTROL
 BZ1067  ___________________________________________________________________
 BZ1067* NAD 83(1986)-  31 47 25.     (N)    097 06 11.     (W)     SCALED    
 BZ1067* NAVD 88     -       186.285  (meters)     611.17   (feet)  ADJUSTED  
 BZ1067  ___________________________________________________________________
 BZ1067  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BZ1067  DYNAMIC HT  -         186.052 (meters)     610.41  (feet)  COMP
 BZ1067  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 BZ1067
 BZ1067  VERT ORDER  -  FIRST     CLASS II
 BZ1067
 BZ1067.The horizontal coordinates were scaled from a topographic map and have
 BZ1067.an estimated accuracy of +/- 6 seconds.
 BZ1067
 BZ1067.The orthometric height was determined by differential leveling
 BZ1067.and adjusted by the National Geodetic Survey in June 1991..
 BZ1067
 BZ1067.The geoid height was determined by GEOID03.
 BZ1067
 BZ1067.The dynamic height is computed by dividing the NAVD 88
 BZ1067.geopotential number by the normal gravity value computed on the
 BZ1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1067.degrees latitude (g = 980.6199 gals.).
 BZ1067
 BZ1067.The modeled gravity was interpolated from observed gravity values.
 BZ1067
 BZ1067;                    North         East    Units  Estimated Accuracy
 BZ1067;SPC TX C     - 3,239,860.    1,005,880.      MT  (+/- 180 meters Scaled)
 BZ1067
 BZ1067                          SUPERSEDED SURVEY CONTROL
 BZ1067
 BZ1067.No superseded survey control is available for this station.
 BZ1067
 BZ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA795187(NAD 83)
 BZ1067_MARKER: I = METAL ROD
 BZ1067_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1067_SP_SET: STAINLESS STEEL ROD
 BZ1067_STAMPING: Q 1301 1980
 BZ1067_PROJECTION: FLUSH
 BZ1067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1067_ROD/PIPE-DEPTH: 9.1  meters
 BZ1067
 BZ1067  HISTORY     - Date     Condition        Report By
 BZ1067  HISTORY     - 1980     MONUMENTED       NGS
 BZ1067  HISTORY     - 19910511 GOOD             USPSQD
 BZ1067  HISTORY     - 19950715 GOOD             USPSQD
 BZ1067  HISTORY     - 20010317 GOOD             USPSQD
 BZ1067  HISTORY     - 20040110 GOOD             USPSQD
 BZ1067
 BZ1067                          STATION DESCRIPTION
 BZ1067
 BZ1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1067'1.7 KM SOUTH FROM WEST.
 BZ1067'1.7 KM. (1.05 MI.) SOUTH ALONG THE FRONTAGE ROAD WHICH PARALLELS
 BZ1067'INTERSTATE 35 ON THE WEST SIDE FROM THE JUNCTION OF FARM ROAD 2114 IN
 BZ1067'WEST, ABOUT 100 M. EAST OF A CATTLE POND, 26.9 M. (88.3 FT.) WEST OF
 BZ1067'THE CENTERLINE OF THE FRONTAGE ROAD, 0.3 M. (1.0 FT.) EAST OF A FENCE,
 BZ1067'1.5 M. (5.0 FT.) NORTH OF A POWERLINE POLE, 61.0 M. (200 FT.)
 BZ1067'NORTHWEST OF THE CENTER OF A 1-M. BY 1-M.  BOX CULVERT, 29.9 M.
 BZ1067'(98.0 FT.) NORTH OF THE CENTER OF A WIRE GATE AND TRACK FIELD ROAD
 BZ1067'LEADING WEST TO THE POND.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS
 BZ1067'TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1067'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BZ1067'THE MARK IS 0.9 M ABOVE THE ROAD.
 BZ1067
 BZ1067                          STATION RECOVERY (1991)
 BZ1067
 BZ1067'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1067'RECOVERED IN GOOD CONDITION.
 BZ1067
 BZ1067                          STATION RECOVERY (1995)
 BZ1067
 BZ1067'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1067'RECOVERED IN GOOD CONDITION.
 BZ1067
 BZ1067                          STATION RECOVERY (2001)
 BZ1067
 BZ1067'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1067'RECOVERED IN GOOD CONDITION.
 BZ1067
 BZ1067                          STATION RECOVERY (2004)
 BZ1067
 BZ1067'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1094 ***********************************************************************
 BZ1094  DESIGNATION -  Q 1302
 BZ1094  PID         -  BZ1094
 BZ1094  STATE/COUNTY-  TX/MCLENNAN
 BZ1094  USGS QUAD   -  LORENA (1993)
 BZ1094
 BZ1094                         *CURRENT SURVEY CONTROL
 BZ1094  ___________________________________________________________________
 BZ1094* NAD 83(1986)-  31 29 01.     (N)    097 09 25.     (W)     SCALED    
 BZ1094* NAVD 88     -       158.862  (meters)     521.20   (feet)  ADJUSTED  
 BZ1094  ___________________________________________________________________
 BZ1094  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BZ1094  DYNAMIC HT  -         158.661 (meters)     520.54  (feet)  COMP
 BZ1094  MODELED GRAV-     979,370.4   (mgal)                       NAVD 88
 BZ1094
 BZ1094  VERT ORDER  -  FIRST     CLASS II
 BZ1094
 BZ1094.The horizontal coordinates were scaled from a topographic map and have
 BZ1094.an estimated accuracy of +/- 6 seconds.
 BZ1094
 BZ1094.The orthometric height was determined by differential leveling
 BZ1094.and adjusted by the National Geodetic Survey in June 1991..
 BZ1094
 BZ1094.The geoid height was determined by GEOID03.
 BZ1094
 BZ1094.The dynamic height is computed by dividing the NAVD 88
 BZ1094.geopotential number by the normal gravity value computed on the
 BZ1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1094.degrees latitude (g = 980.6199 gals.).
 BZ1094
 BZ1094.The modeled gravity was interpolated from observed gravity values.
 BZ1094
 BZ1094;                    North         East    Units  Estimated Accuracy
 BZ1094;SPC TX C     - 3,205,730.    1,001,750.      MT  (+/- 180 meters Scaled)
 BZ1094
 BZ1094                          SUPERSEDED SURVEY CONTROL
 BZ1094
 BZ1094.No superseded survey control is available for this station.
 BZ1094
 BZ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV750846(NAD 83)
 BZ1094_MARKER: DB = BENCH MARK DISK
 BZ1094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BZ1094_SP_SET: BRIDGE WINGWALL
 BZ1094_STAMPING: Q 1302 1980
 BZ1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1094+STABILITY: SURFACE MOTION
 BZ1094
 BZ1094  HISTORY     - Date     Condition        Report By
 BZ1094  HISTORY     - 1980     MONUMENTED       NGS
 BZ1094  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 BZ1094  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1094  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1094  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 BZ1094
 BZ1094                          STATION DESCRIPTION
 BZ1094
 BZ1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1094'5.1 KM SOUTH FROM WACO.
 BZ1094'5.1 KM. (3.15 MI.) SOUTH ALONG THE J. H. KULTGEN EXPRESSWAY WHICH
 BZ1094'PARALLELS THE WEST SIDE OF INTERSTATE 35, FROM THE JUNCTION OF VALLEY
 BZ1094'MILLS DRIVE AT THE SOUTH EDGE OF WACO, SET IN TOP OF FRONTAGE ROAD
 BZ1094'BRIDGE OVER NORTH FLAT CREEK, 0.15 KM. (0.1 MI.) NORTH OF MILE MARKER
 BZ1094'330, 7.0 M. (23.0 FT.) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE
 BZ1094'ROAD, 2.6 M. (8.6 FT.) NORTHWEST OF A METAL GUARD RAIL, 10.7 M.
 BZ1094'(35.0 FT.) WEST-SOUTHWEST OF THE CENTERLINE OF I-35 SOUTHBOUND.
 BZ1094'THE MARK IS 0.9 M BELOW INTERSTATE HIGHWAY 35.
 BZ1094
 BZ1094                          STATION RECOVERY (1991)
 BZ1094
 BZ1094'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1094'MARK NOT FOUND.
 BZ1094
 BZ1094                          STATION RECOVERY (1995)
 BZ1094
 BZ1094'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1094'MARK NOT FOUND.
 BZ1094
 BZ1094                          STATION RECOVERY (2001)
 BZ1094
 BZ1094'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1094'SOUTHEAST SIDE OF BRIDGE HAS BEEN RAZED.
 BZ1094
 BZ1094                          STATION RECOVERY (2003)
 BZ1094
 BZ1094'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0775 ***********************************************************************
 BM0775  DESIGNATION -  Q 1303
 BM0775  PID         -  BM0775
 BM0775  STATE/COUNTY-  TX/BELL
 BM0775  USGS QUAD   -  BARTLETT (1989)
 BM0775
 BM0775                         *CURRENT SURVEY CONTROL
 BM0775  ___________________________________________________________________
 BM0775* NAD 83(1986)-  30 50 35.     (N)    097 24 21.     (W)     SCALED    
 BM0775* NAVD 88     -       177.452  (meters)     582.19   (feet)  ADJUSTED  
 BM0775  ___________________________________________________________________
 BM0775  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BM0775  DYNAMIC HT  -         177.217 (meters)     581.42  (feet)  COMP
 BM0775  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 BM0775
 BM0775  VERT ORDER  -  FIRST     CLASS II
 BM0775
 BM0775.The horizontal coordinates were scaled from a topographic map and have
 BM0775.an estimated accuracy of +/- 6 seconds.
 BM0775
 BM0775.The orthometric height was determined by differential leveling
 BM0775.and adjusted by the National Geodetic Survey in June 1991..
 BM0775
 BM0775.The geoid height was determined by GEOID03.
 BM0775
 BM0775.The dynamic height is computed by dividing the NAVD 88
 BM0775.geopotential number by the normal gravity value computed on the
 BM0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0775.degrees latitude (g = 980.6199 gals.).
 BM0775
 BM0775.The modeled gravity was interpolated from observed gravity values.
 BM0775
 BM0775;                    North         East    Units  Estimated Accuracy
 BM0775;SPC TX C     - 3,134,090.      979,980.      MT  (+/- 180 meters Scaled)
 BM0775
 BM0775                          SUPERSEDED SURVEY CONTROL
 BM0775
 BM0775.No superseded survey control is available for this station.
 BM0775
 BM0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV524132(NAD 83)
 BM0775_MARKER: I = METAL ROD
 BM0775_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0775_SP_SET: STAINLESS STEEL ROD
 BM0775_STAMPING: Q 1303 1980
 BM0775_MARK LOGO: NGS   
 BM0775_PROJECTION: RECESSED 3 CENTIMETERS
 BM0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0775+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0775_ROD/PIPE-DEPTH: 9.1  meters
 BM0775
 BM0775  HISTORY     - Date     Condition        Report By
 BM0775  HISTORY     - 1980     MONUMENTED       NGS
 BM0775  HISTORY     - 20010317 GOOD             USPSQD
 BM0775  HISTORY     - 20050725 GOOD             USPSQD
 BM0775
 BM0775                          STATION DESCRIPTION
 BM0775
 BM0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0775'4.1 KM (2.55 MI) SOUTH FROM HOLLAND.
 BM0775'4.1 KM (2.55 MI) SOUTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0775'FARM ROAD 1123 IN HOLLAND, AT THE JUNCTION OF A PAVED ROAD LEADING
 BM0775'WEST, 21.6 METERS (71.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 BM0775'7.3 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 10.1 METERS
 BM0775'(33.0 FT) WEST-SOUTHWEST OF THE WEST CORNER OF THE SOUTH HEADWALL OF A
 BM0775'CONCRETE CULVERT UNDER THE ROAD, 0.8 METER (2.8 FT) SOUTH-SOUTHEAST OF
 BM0775'A POWERLINE POLE, 0.7 METER (2.5 FT) SOUTH-SOUTHWEST OF A TELEPHONE
 BM0775'JUNCTION BOX AND AN UNDERGROUND TELEPHONE CABLE WARNING SIGN.
 BM0775'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 BM0775'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BM0775
 BM0775                          STATION RECOVERY (2001)
 BM0775
 BM0775'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0775'RECOVERED IN GOOD CONDITION.
 BM0775
 BM0775                          STATION RECOVERY (2005)
 BM0775
 BM0775'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0775'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0798 ***********************************************************************
 BM0798  DESIGNATION -  Q 1304
 BM0798  PID         -  BM0798
 BM0798  STATE/COUNTY-  TX/WILLIAMSON
 BM0798  USGS QUAD   -  ROUND ROCK (1987)
 BM0798
 BM0798                         *CURRENT SURVEY CONTROL
 BM0798  ___________________________________________________________________
 BM0798* NAD 83(1986)-  30 35 35.     (N)    097 41 27.     (W)     SCALED    
 BM0798* NAVD 88     -       258.213  (meters)     847.15   (feet)  ADJUSTED  
 BM0798  ___________________________________________________________________
 BM0798  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM0798  DYNAMIC HT  -         257.865 (meters)     846.01  (feet)  COMP
 BM0798  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 BM0798
 BM0798  VERT ORDER  -  FIRST     CLASS II
 BM0798
 BM0798.The horizontal coordinates were scaled from a topographic map and have
 BM0798.an estimated accuracy of +/- 6 seconds.
 BM0798
 BM0798.The orthometric height was determined by differential leveling
 BM0798.and adjusted by the National Geodetic Survey in June 1991..
 BM0798
 BM0798.The geoid height was determined by GEOID03.
 BM0798
 BM0798.The dynamic height is computed by dividing the NAVD 88
 BM0798.geopotential number by the normal gravity value computed on the
 BM0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0798.degrees latitude (g = 980.6199 gals.).
 BM0798
 BM0798.The modeled gravity was interpolated from observed gravity values.
 BM0798
 BM0798;                    North         East    Units  Estimated Accuracy
 BM0798;SPC TX C     - 3,105,710.      953,390.      MT  (+/- 180 meters Scaled)
 BM0798
 BM0798                          SUPERSEDED SURVEY CONTROL
 BM0798
 BM0798.No superseded survey control is available for this station.
 BM0798
 BM0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU255852(NAD 83)
 BM0798_MARKER: I = METAL ROD
 BM0798_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0798_SP_SET: STAINLESS STEEL ROD
 BM0798_STAMPING: Q 1304 1980
 BM0798_MARK LOGO: NGS   
 BM0798_PROJECTION: FLUSH
 BM0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0798+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0798_ROD/PIPE-DEPTH: 1.9  meters
 BM0798
 BM0798  HISTORY     - Date     Condition        Report By
 BM0798  HISTORY     - 1980     MONUMENTED       NGS
 BM0798  HISTORY     - 1990     GOOD             USPSQD
 BM0798  HISTORY     - 20050724 GOOD             USPSQD
 BM0798
 BM0798                          STATION DESCRIPTION
 BM0798
 BM0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0798'5.2 KM (3.2 MI) SOUTH FROM GEORGETOWN.
 BM0798'3.3 KM (2.05 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0798'COURTHOUSE IN GEORGETOWN, THENCE 1.9 KM (1.2 MI) SOUTH ALONG THE EAST
 BM0798'FRONTAGE ROAD OF INTERSTATE 35, 15.2 METERS (50.0 FT) EAST-SOUTHEAST
 BM0798'OF THE CENTERLINE OF THE ROAD, 3.3 METERS (11.0 FT) NORTH-NORTHEAST OF
 BM0798'THE CENTER OF A METAL GATE AND A FIELD ROAD, 7.3 METERS (24.0 FT) EAST
 BM0798'OF THE NORTH END OF A 60-CM CONCRETE CULVERT UNDER THE FIELD ROAD,
 BM0798'3.0 METERS (10.0 FT) SOUTH-SOUTHWEST OF A POWERLINE POLE, 0.3 METER
 BM0798'(1.0 FT) WEST OF A FENCE.
 BM0798'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 BM0798'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 BM0798
 BM0798                          STATION RECOVERY (1990)
 BM0798
 BM0798'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0798'RECOVERED IN GOOD CONDITION.
 BM0798
 BM0798                          STATION RECOVERY (2005)
 BM0798
 BM0798'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0798'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0754 ***********************************************************************
 BM0754  DESIGNATION -  Q 1305
 BM0754  PID         -  BM0754
 BM0754  STATE/COUNTY-  TX/TRAVIS
 BM0754  USGS QUAD   -  OAK HILL (1988)
 BM0754
 BM0754                         *CURRENT SURVEY CONTROL
 BM0754  ___________________________________________________________________
 BM0754* NAD 83(1986)-  30 07 31.     (N)    097 48 04.     (W)     SCALED    
 BM0754* NAVD 88     -       220.097  (meters)     722.10   (feet)  ADJUSTED  
 BM0754  ___________________________________________________________________
 BM0754  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0754  DYNAMIC HT  -         219.792 (meters)     721.10  (feet)  COMP
 BM0754  MODELED GRAV-     979,248.2   (mgal)                       NAVD 88
 BM0754
 BM0754  VERT ORDER  -  FIRST     CLASS II
 BM0754
 BM0754.The horizontal coordinates were scaled from a topographic map and have
 BM0754.an estimated accuracy of +/- 6 seconds.
 BM0754
 BM0754.The orthometric height was determined by differential leveling
 BM0754.and adjusted by the National Geodetic Survey in June 1991..
 BM0754
 BM0754.The geoid height was determined by GEOID03.
 BM0754
 BM0754.The dynamic height is computed by dividing the NAVD 88
 BM0754.geopotential number by the normal gravity value computed on the
 BM0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0754.degrees latitude (g = 980.6199 gals.).
 BM0754
 BM0754.The modeled gravity was interpolated from observed gravity values.
 BM0754
 BM0754;                    North         East    Units  Estimated Accuracy
 BM0754;SPC TX C     - 3,053,620.      944,000.      MT  (+/- 180 meters Scaled)
 BM0754
 BM0754                          SUPERSEDED SURVEY CONTROL
 BM0754
 BM0754.No superseded survey control is available for this station.
 BM0754
 BM0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU154332(NAD 83)
 BM0754_MARKER: I = METAL ROD
 BM0754_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BM0754+WITH SETTING: INFORMATION.
 BM0754_SP_SET: SHALLOW SET METAL ROD
 BM0754_STAMPING: Q 1305 1980
 BM0754_MARK LOGO: NGS   
 BM0754_PROJECTION: FLUSH
 BM0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0754_ROD/PIPE-DEPTH: 1.2  meters
 BM0754
 BM0754  HISTORY     - Date     Condition        Report By
 BM0754  HISTORY     - 1980     MONUMENTED       NGS
 BM0754  HISTORY     - 1990     GOOD             USPSQD
 BM0754  HISTORY     - 19950725 GOOD             USPSQD
 BM0754  HISTORY     - 20030308 GOOD             USPSQD
 BM0754
 BM0754                          STATION DESCRIPTION
 BM0754
 BM0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0754'17.1 KM (10.65 MI) NE FROM KYLE.
 BM0754'17.1 KM (10.65 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF
 BM0754'INTERSTATE 35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE,
 BM0754'16.5 METERS (64.0 FT) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 BM0754'105.8 METERS (347 FT) SOUTHEAST OF HIGHWAY MILEPOST 224, 1.4 METERS
 BM0754'(4.5 FT) NORTH-NORTHEAST OF A POWERLINE POLE, 0.3 METER (1.0 FT) WEST
 BM0754'OF A FENCE, 53.3 METERS (175 FT) SOUTHWEST OF THE CENTER OF A GATE.
 BM0754'NOTE-ROD DRIVEN TO REFUSAL.
 BM0754'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 BM0754'THE MARK IS 0.5 M BELOW THE FRONTAGE ROAD.
 BM0754
 BM0754                          STATION RECOVERY (1990)
 BM0754
 BM0754'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0754'RECOVERED IN GOOD CONDITION.
 BM0754
 BM0754                          STATION RECOVERY (1995)
 BM0754
 BM0754'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0754'RECOVERED IN GOOD CONDITION.
 BM0754
 BM0754                          STATION RECOVERY (2003)
 BM0754
 BM0754'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0823 ***********************************************************************
 BM0823  DESIGNATION -  Q 1306
 BM0823  PID         -  BM0823
 BM0823  STATE/COUNTY-  TX/TRAVIS
 BM0823  USGS QUAD   -  AUSTIN EAST (1988)
 BM0823
 BM0823                         *CURRENT SURVEY CONTROL
 BM0823  ___________________________________________________________________
 BM0823* NAD 83(1986)-  30 18 24.     (N)    097 43 30.     (W)     SCALED    
 BM0823* NAVD 88     -       183.081  (meters)     600.66   (feet)  ADJUSTED  
 BM0823  ___________________________________________________________________
 BM0823  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0823  DYNAMIC HT  -         182.831 (meters)     599.84  (feet)  COMP
 BM0823  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 BM0823
 BM0823  VERT ORDER  -  FIRST     CLASS II
 BM0823
 BM0823.The horizontal coordinates were scaled from a topographic map and have
 BM0823.an estimated accuracy of +/- 6 seconds.
 BM0823
 BM0823.The orthometric height was determined by differential leveling
 BM0823.and adjusted by the National Geodetic Survey in June 1991..
 BM0823
 BM0823.The geoid height was determined by GEOID03.
 BM0823
 BM0823.The dynamic height is computed by dividing the NAVD 88
 BM0823.geopotential number by the normal gravity value computed on the
 BM0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0823.degrees latitude (g = 980.6199 gals.).
 BM0823
 BM0823.The modeled gravity was interpolated from observed gravity values.
 BM0823
 BM0823;                    North         East    Units  Estimated Accuracy
 BM0823;SPC TX C     - 3,073,890.      950,860.      MT  (+/- 180 meters Scaled)
 BM0823
 BM0823                          SUPERSEDED SURVEY CONTROL
 BM0823
 BM0823.No superseded survey control is available for this station.
 BM0823
 BM0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU225534(NAD 83)
 BM0823_MARKER: DV = VERTICAL CONTROL DISK
 BM0823_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BM0823_SP_SET: BRIDGE WINGWALL
 BM0823_STAMPING: Q 1306 1980
 BM0823_MARK LOGO: NGS   
 BM0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0823+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2002
 BM0823
 BM0823  HISTORY     - Date     Condition        Report By
 BM0823  HISTORY     - 1980     MONUMENTED       NGS
 BM0823  HISTORY     - 1990     GOOD             USPSQD
 BM0823  HISTORY     - 1990     GOOD             USPSQD
 BM0823  HISTORY     - 19961120 GOOD             NGS
 BM0823  HISTORY     - 20021103 GOOD             GEOCAC
 BM0823  HISTORY     - 20050305 GOOD             USPSQD
 BM0823
 BM0823                          STATION DESCRIPTION
 BM0823
 BM0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0823'IN AUSTIN.
 BM0823'IN AUSTIN, 2.0 KM (1.25 MI) NORTHEAST ALONG DUVAL STREET FROM THE
 BM0823'JUNCTION OF SAN JACINTO BOULEVARD AT THE NORTH EDGE OF THE UNIVERSITY
 BM0823'OF TEXAS CAMPUS, APPROXIMATELY 50 METERS SOUTH OF THE CENTER OF THE
 BM0823'JUNCTION OF EAST 45TH STREET, 7.3 METERS (24.0 FT) WEST OF THE
 BM0823'CENTERLINE OF THE STREET, IN TOP OF THE NORTHEAST END OF THE SOUTH
 BM0823'WINGWALL OF A SMALL BRIDGE OVER WALLER CREEK, 0.3 METER (1.0 FT)
 BM0823'SOUTHWEST OF THE SOUTH END OF A CONCRETE BRIDGE GUARDRAIL, 8.8 METERS
 BM0823'(29.0 FT) NORTH-NORTHWEST OF POWERLINE POLE NUMBER 410.  NOTE-BRIDGE
 BM0823'IS SET IN HARD LIMESTONE AND AUSTIN CHALK.
 BM0823'THE MARK IS 0.2 M ABOVE THE STREET.
 BM0823
 BM0823                          STATION RECOVERY (1990)
 BM0823
 BM0823'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0823'RECOVERED IN GOOD CONDITION.
 BM0823
 BM0823                          STATION RECOVERY (1990)
 BM0823
 BM0823'RECOVERY NOTE BY US POWER SQUADRON 1990 (LB)
 BM0823'RECOVERED IN GOOD CONDITION.
 BM0823
 BM0823                          STATION RECOVERY (1996)
 BM0823
 BM0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BM0823'IN AUSTIN, AT THE INTERSECTION OF DUVAL AND WEST 45TH STREETS, IN TOP
 BM0823'OF AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHWEST
 BM0823'CONCRETE WINGWALL OF THE DUVAL STREET BRIDGE SPANNING A CREEK, 59.6 M
 BM0823'(195.5 FT) SOUTHWEST OF THE CENTERLINE OF 45TH STREET, 8.8 M (28.9 FT)
 BM0823'NORTH OF UTILITY POLE NUMBER 410, 7.3 M (24.0 FT) NORTHWEST OF THE
 BM0823'CENTER OF DUVAL STREET, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF DUVAL
 BM0823'STREET.
 BM0823
 BM0823                          STATION RECOVERY (2002)
 BM0823
 BM0823'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 BM0823'RECOVERED IN GOOD CONDITION.
 BM0823
 BM0823                          STATION RECOVERY (2005)
 BM0823
 BM0823'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2447 ***********************************************************************
 AX2447  DESIGNATION -  Q 1307
 AX2447  PID         -  AX2447
 AX2447  STATE/COUNTY-  TX/HAYS
 AX2447  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2447
 AX2447                         *CURRENT SURVEY CONTROL
 AX2447  ___________________________________________________________________
 AX2447* NAD 83(1986)-  29 55 49.     (N)    097 54 13.     (W)     SCALED    
 AX2447* NAVD 88     -       193.812  (meters)     635.86   (feet)  ADJUSTED  
 AX2447  ___________________________________________________________________
 AX2447  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AX2447  DYNAMIC HT  -         193.539 (meters)     634.97  (feet)  COMP
 AX2447  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 AX2447
 AX2447  VERT ORDER  -  FIRST     CLASS II
 AX2447
 AX2447.The horizontal coordinates were scaled from a topographic map and have
 AX2447.an estimated accuracy of +/- 6 seconds.
 AX2447
 AX2447.The orthometric height was determined by differential leveling
 AX2447.and adjusted by the National Geodetic Survey in June 1991..
 AX2447
 AX2447.The geoid height was determined by GEOID03.
 AX2447
 AX2447.The dynamic height is computed by dividing the NAVD 88
 AX2447.geopotential number by the normal gravity value computed on the
 AX2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2447.degrees latitude (g = 980.6199 gals.).
 AX2447
 AX2447.The modeled gravity was interpolated from observed gravity values.
 AX2447
 AX2447;                    North         East    Units  Estimated Accuracy
 AX2447;SPC TXSC     - 4,232,900.      705,850.      MT  (+/- 180 meters Scaled)
 AX2447
 AX2447                          SUPERSEDED SURVEY CONTROL
 AX2447
 AX2447.No superseded survey control is available for this station.
 AX2447
 AX2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU058115(NAD 83)
 AX2447_MARKER: DB = BENCH MARK DISK
 AX2447_SETTING: 66 = SET IN ROCK OUTCROP
 AX2447_SP_SET: ROCK OUTCROP
 AX2447_STAMPING: Q 1307 1980
 AX2447_MARK LOGO: NGS   
 AX2447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2447+STABILITY: POSITION/ELEVATION WELL
 AX2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2447+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 AX2447
 AX2447  HISTORY     - Date     Condition        Report By
 AX2447  HISTORY     - 1980     MONUMENTED       NGS
 AX2447  HISTORY     - 19910828 GOOD             USPSQD
 AX2447  HISTORY     - 19930808 GOOD             USPSQD
 AX2447  HISTORY     - 19990925 GOOD             USPSQD
 AX2447  HISTORY     - 20020314 GOOD             TXDOT
 AX2447  HISTORY     - 20030517 GOOD             USPSQD
 AX2447  HISTORY     - 20040726 GOOD             TXDOT
 AX2447
 AX2447                          STATION DESCRIPTION
 AX2447
 AX2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2447'7.1 KM (4.45 MI) NE FROM SAN MARCOS.
 AX2447'0.3 KM (0.2 MI) NORTH ALONG LYNDON B JOHNSON DRIVE FROM THE COURTHOUSE
 AX2447'IN SAN MARCOS, THENCE 1.7 KM (1.05 MI) NORTHEAST ALONG LOOP 82, THENCE
 AX2447'5.1 KM (3.2 MI) NORTHEAST ALONG POST ROAD, IN THE TOP OF A ROCK LEDGE,
 AX2447'6.7 METERS (22.0 FT) NORTHWEST OF THE CENTER OF POST ROAD, 37.8 METERS
 AX2447'(124 FT) NORTH-NORTHWEST OF THE CENTER OF A GRAVEL ROAD LEADING
 AX2447'NORTHWEST, 53.6 METERS (176 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 AX2447'DRIVE LEADING NORTHWEST OF THE W.N. COCHRAN RESIDENCE, 30.5 METERS
 AX2447'(100 FT) SOUTH OF A TELEPHONE POLE.
 AX2447'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 AX2447'THE MARK IS 0.9 M ABOVE POST ROAD.
 AX2447
 AX2447                          STATION RECOVERY (1991)
 AX2447
 AX2447'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2447'RECOVERED IN GOOD CONDITION.
 AX2447
 AX2447                          STATION RECOVERY (1993)
 AX2447
 AX2447'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2447'RECOVERED IN GOOD CONDITION.
 AX2447
 AX2447                          STATION RECOVERY (1999)
 AX2447
 AX2447'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2447'RECOVERED IN GOOD CONDITION.
 AX2447
 AX2447                          STATION RECOVERY (2002)
 AX2447
 AX2447'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (WEH)
 AX2447'RECOVERED IN GOOD CONDITION.
 AX2447
 AX2447                          STATION RECOVERY (2003)
 AX2447
 AX2447'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2447'RECOVERED IN GOOD CONDITION.
 AX2447
 AX2447                          STATION RECOVERY (2004)
 AX2447
 AX2447'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (AF)
 AX2447'HORIZONTAL COORDINATES (WGS 84) 1 METER ACCURACY
 AX2447' 
 AX2447'LATITUDE  29 55 48.45040 N
 AX2447'LONGITUDE 97 54 12.76670 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1557 ***********************************************************************
 AY1557  DESIGNATION -  Q 1308
 AY1557  PID         -  AY1557
 AY1557  STATE/COUNTY-  TX/COMAL
 AY1557  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1557
 AY1557                         *CURRENT SURVEY CONTROL
 AY1557  ___________________________________________________________________
 AY1557* NAD 83(1986)-  29 39 04.     (N)    098 11 39.     (W)     SCALED    
 AY1557* NAVD 88     -       217.967  (meters)     715.11   (feet)  ADJUSTED  
 AY1557  ___________________________________________________________________
 AY1557  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY1557  DYNAMIC HT  -         217.651 (meters)     714.08  (feet)  COMP
 AY1557  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 AY1557
 AY1557  VERT ORDER  -  FIRST     CLASS II
 AY1557
 AY1557.The horizontal coordinates were scaled from a topographic map and have
 AY1557.an estimated accuracy of +/- 6 seconds.
 AY1557
 AY1557.The orthometric height was determined by differential leveling
 AY1557.and adjusted by the National Geodetic Survey in June 1991..
 AY1557
 AY1557.The geoid height was determined by GEOID03.
 AY1557
 AY1557.The dynamic height is computed by dividing the NAVD 88
 AY1557.geopotential number by the normal gravity value computed on the
 AY1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1557.degrees latitude (g = 980.6199 gals.).
 AY1557
 AY1557.The modeled gravity was interpolated from observed gravity values.
 AY1557
 AY1557;                    North         East    Units  Estimated Accuracy
 AY1557;SPC TXSC     - 4,201,730.      678,010.      MT  (+/- 180 meters Scaled)
 AY1557
 AY1557                          SUPERSEDED SURVEY CONTROL
 AY1557
 AY1557.No superseded survey control is available for this station.
 AY1557
 AY1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT779803(NAD 83)
 AY1557_MARKER: DB = BENCH MARK DISK
 AY1557_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1557_SP_SET: CULVERT
 AY1557_STAMPING: Q 1308 1980
 AY1557_MARK LOGO: NGS   
 AY1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1557+STABILITY: SURFACE MOTION
 AY1557
 AY1557  HISTORY     - Date     Condition        Report By
 AY1557  HISTORY     - 1980     MONUMENTED       NGS
 AY1557  HISTORY     - 1989     GOOD             USPSQD
 AY1557  HISTORY     - 1990     GOOD             USPSQD
 AY1557  HISTORY     - 1990     GOOD             USPSQD
 AY1557  HISTORY     - 1991     GOOD             USPSQD
 AY1557  HISTORY     - 19930808 GOOD             USPSQD
 AY1557  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1557
 AY1557                          STATION DESCRIPTION
 AY1557
 AY1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1557'6.6 KM (4.25 MI) SW FROM NEW BRAUNFELS.
 AY1557'6.6 KM (4.25 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1557'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, ON TOP
 AY1557'AND 5 CM SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A
 AY1557'DOUBLE BOX CULVERT UNDER THE FRONTAGE ROAD, 6.8 METERS (22.4 FT)
 AY1557'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 AY1557'THE MARK IS 0.7 M BELOW THE ROAD.
 AY1557
 AY1557                          STATION RECOVERY (1989)
 AY1557
 AY1557'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1557'RECOVERED IN GOOD CONDITION.
 AY1557
 AY1557                          STATION RECOVERY (1990)
 AY1557
 AY1557'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1557'RECOVERED IN GOOD CONDITION.
 AY1557
 AY1557                          STATION RECOVERY (1990)
 AY1557
 AY1557'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1557'RECOVERED IN GOOD CONDITION.
 AY1557
 AY1557                          STATION RECOVERY (1991)
 AY1557
 AY1557'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1557'RECOVERED IN GOOD CONDITION.
 AY1557
 AY1557                          STATION RECOVERY (1993)
 AY1557
 AY1557'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1557'RECOVERED IN GOOD CONDITION.
 AY1557
 AY1557                          STATION RECOVERY (1999)
 AY1557
 AY1557'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2319 ***********************************************************************
 CS2319  DESIGNATION -  Q 131
 CS2319  PID         -  CS2319
 CS2319  STATE/COUNTY-  TX/PARKER
 CS2319  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2319
 CS2319                         *CURRENT SURVEY CONTROL
 CS2319  ___________________________________________________________________
 CS2319* NAD 83(1986)-  32 46 46.     (N)    097 51 51.     (W)     SCALED    
 CS2319* NAVD 88     -       351.880  (meters)    1154.46   (feet)  ADJUSTED  
 CS2319  ___________________________________________________________________
 CS2319  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CS2319  DYNAMIC HT  -         351.448 (meters)    1153.04  (feet)  COMP
 CS2319  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 CS2319
 CS2319  VERT ORDER  -  FIRST     CLASS II
 CS2319
 CS2319.The horizontal coordinates were scaled from a topographic map and have
 CS2319.an estimated accuracy of +/- 6 seconds.
 CS2319
 CS2319.The orthometric height was determined by differential leveling
 CS2319.and adjusted by the National Geodetic Survey in June 1991..
 CS2319
 CS2319.The geoid height was determined by GEOID03.
 CS2319
 CS2319.The dynamic height is computed by dividing the NAVD 88
 CS2319.geopotential number by the normal gravity value computed on the
 CS2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2319.degrees latitude (g = 980.6199 gals.).
 CS2319
 CS2319.The modeled gravity was interpolated from observed gravity values.
 CS2319
 CS2319;                    North         East    Units  Estimated Accuracy
 CS2319;SPC TXNC     - 2,123,580.      659,560.      MT  (+/- 180 meters Scaled)
 CS2319
 CS2319                          SUPERSEDED SURVEY CONTROL
 CS2319
 CS2319  NGVD 29 (??/??/92)  351.784  (m)         1154.14   (f) ADJ UNCH    1 2
 CS2319
 CS2319.Superseded values are not recommended for survey control.
 CS2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2319.See file dsdata.txt to determine how the superseded data were derived.
 CS2319
 CS2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB063274(NAD 83)
 CS2319_MARKER: DB = BENCH MARK DISK
 CS2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2319_STAMPING: Q 131 1952
 CS2319_MARK LOGO: CGS   
 CS2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2319+STABILITY: SURFACE MOTION
 CS2319
 CS2319  HISTORY     - Date     Condition        Report By
 CS2319  HISTORY     - 1952     MONUMENTED       CGS
 CS2319  HISTORY     - 1983     GOOD             NGS
 CS2319
 CS2319                          STATION DESCRIPTION
 CS2319
 CS2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS2319'4.3 MI W FROM WEATHERFORD.
 CS2319'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2319'AT WEATHERFORD, 4 1/2 POLES WEST OF MILEPOST 281, 3 1/2 RAILS EAST OF
 CS2319'BRIDGE 281.1, 5.5 FEET NORTH OF A FENCE, 43.5 FEET SOUTH OF THE SOUTH
 CS2319'RAIL, 3.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CS2319'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CS2319
 CS2319                          STATION RECOVERY (1983)
 CS2319
 CS2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0766 ***********************************************************************
 DN0766  DESIGNATION -  Q 132
 DN0766  PID         -  DN0766
 DN0766  STATE/COUNTY-  TX/WISE
 DN0766  USGS QUAD   -  PECAN CREEK (1978)
 DN0766
 DN0766                         *CURRENT SURVEY CONTROL
 DN0766  ___________________________________________________________________
 DN0766* NAD 83(1993)-  33 15 16.20767(N)    097 34 56.67805(W)     ADJUSTED  
 DN0766* NAVD 88     -       322.861  (meters)    1059.25   (feet)  ADJUSTED  
 DN0766  ___________________________________________________________________
 DN0766  X           -    -704,531.296 (meters)                     COMP
 DN0766  Y           -  -5,292,610.036 (meters)                     COMP
 DN0766  Z           -   3,477,758.736 (meters)                     COMP
 DN0766  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 DN0766  ELLIP HEIGHT-         295.43  (meters)          (07/03/01) GPS OBS
 DN0766  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DN0766  DYNAMIC HT  -         322.488 (meters)    1058.03  (feet)  COMP
 DN0766  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 DN0766
 DN0766  HORZ ORDER  -  THIRD
 DN0766  VERT ORDER  -  FIRST     CLASS II
 DN0766  ELLP ORDER  -  FIFTH     CLASS I
 DN0766
 DN0766.This mark is at Decatur Muni (8F7) Airport (8F7)
 DN0766
 DN0766.The horizontal coordinates were established by GPS observations
 DN0766.and adjusted by the National Geodetic Survey in September 1996..
 DN0766
 DN0766.The orthometric height was determined by differential leveling
 DN0766.and adjusted by the National Geodetic Survey in June 1991..
 DN0766
 DN0766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN0766
 DN0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0766
 DN0766.The ellipsoidal height was determined by GPS observations
 DN0766.and is referenced to NAD 83.
 DN0766
 DN0766.The geoid height was determined by GEOID03.
 DN0766
 DN0766.The dynamic height is computed by dividing the NAVD 88
 DN0766.geopotential number by the normal gravity value computed on the
 DN0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0766.degrees latitude (g = 980.6199 gals.).
 DN0766
 DN0766.The modeled gravity was interpolated from observed gravity values.
 DN0766
 DN0766;                    North         East     Units Scale Factor Converg.
 DN0766;SPC TXNC     - 2,176,448.721   685,493.199   MT  0.99987887   +0 30 01.6
 DN0766;SPC TXNC     - 7,140,565.51  2,248,988.94   sFT  0.99987887   +0 30 01.6
 DN0766;UTM  14      - 3,680,397.536   632,049.213   MT  0.99981499   +0 46 38.9
 DN0766
 DN0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0766!SPC TXNC     -   0.99995362  x   0.99987887  =   0.99983250
 DN0766!UTM  14      -   0.99995362  x   0.99981499  =   0.99976862
 DN0766
 DN0766|---------------------------------------------------------------------|
 DN0766| PID    Reference Object                     Distance      Geod. Az  |
 DN0766|                                                           dddmmss.s |
 DN0766| AB2784 8F7 A                               151.024 METERS 06105     |
 DN0766|---------------------------------------------------------------------|
 DN0766
 DN0766                          SUPERSEDED SURVEY CONTROL
 DN0766
 DN0766  ELLIP H (09/12/96)  295.49   (m)                       GP(       ) 5 1
 DN0766  NAD 83(1993)-  33 15 16.20507(N)    097 34 56.67552(W) AD(       ) 3
 DN0766  ELLIP H (02/16/96)  295.44   (m)                       GP(       ) 5 1
 DN0766  NAD 83(1993)-  33 15 16.20921(N)    097 34 56.66956(W) AD(       ) 3
 DN0766  NAD 83(1986)-  33 15 16.21049(N)    097 34 56.66394(W) AD(       ) 3
 DN0766  NAD 27      -  33 15 15.80115(N)    097 34 55.57548(W) AD(       ) 3
 DN0766  NAVD 88 (09/12/96)  322.86   (m)         1059.2    (f) LEVELING    3  
 DN0766  NGVD 29 (??/??/92)  322.784  (m)         1059.00   (f) ADJ UNCH    1 2
 DN0766
 DN0766.Superseded values are not recommended for survey control.
 DN0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0766.See file dsdata.txt to determine how the superseded data were derived.
 DN0766
 DN0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3204980398(NAD 83)
 DN0766_MARKER: DB = BENCH MARK DISK
 DN0766_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DN0766+WITH SETTING: PAVEMENT
 DN0766_SP_SET: CONCRETE BASE PAD
 DN0766_STAMPING: Q 132 1952
 DN0766_MARK LOGO: CGS   
 DN0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0766+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1995
 DN0766
 DN0766  HISTORY     - Date     Condition        Report By
 DN0766  HISTORY     - 1952     MONUMENTED       CGS
 DN0766  HISTORY     - 1972     GOOD             NGS
 DN0766  HISTORY     - 1984     GOOD             NGS
 DN0766  HISTORY     - 19860615 GOOD             NGS
 DN0766  HISTORY     - 19880309 GOOD
 DN0766  HISTORY     - 19950901 GOOD             NGS
 DN0766  HISTORY     - 19990729 SEE DESCRIPTION  NGS
 DN0766
 DN0766                          STATION DESCRIPTION
 DN0766
 DN0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0766'1.5 MI N FROM DECATUR.
 DN0766'1.5 MILES NORTH ALONG NORTH TRINITY STREET FROM THE COURTHOUSE AT
 DN0766'DECATUR, AT THE DECATUR MUNICIPAL AIRPORT, 375 FEET NORTHEAST OF THE
 DN0766'NORTHEAST CORNER OF A HANGAR, FLUSH WITH THE GROUND, SET IN THE TOP OF
 DN0766'THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE WIND T.
 DN0766
 DN0766                          STATION RECOVERY (1972)
 DN0766
 DN0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DN0766'RECOVERED IN GOOD CONDITION.
 DN0766
 DN0766                          STATION RECOVERY (1984)
 DN0766
 DN0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0766'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 DN0766
 DN0766                          STATION RECOVERY (1986)
 DN0766
 DN0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0766'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF DECATUR, AT THE
 DN0766'DECATUR MUNICIPAL AIRPORT, IN A GRASSY AREA ABOUT 76.0 M (249.3 FT)
 DN0766'SOUTH-SOUTHWEST OF A WINDSOX.  OWNERSHIP--CITY OF DECATUR, ROUTE 3BOX
 DN0766'777, DECATUR, TX 76234. TELEPHONE NUMBER 817-627-9393.
 DN0766'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81, 287 AND
 DN0766'380 AT DECATUR.  GO EAST ON U.S. HIGHWAY 380 FOR 1.2 KM (0.75 MI) TO
 DN0766'A ROAD ON THE LEFT, THAT LEADS TO FARM ROAD 730.  TURN LEFT FOR 0.5
 DN0766'KM (0.30 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH ON FARM ROAD 730
 DN0766'FOR 0.8 KM (0.50 MI) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DN0766'EAST FOR 0.2 KM (0.10 MI) TO A TRACK ROAD ON THE LEFT, LEADING TO A
 DN0766'PIPE GATE.  TURN LEFT, PASSING THROUGH THE GATE, FOR 0.1 KM (0.05 MI)
 DN0766'TO THE NORTH SIDE OF THE AIRPORT OFFICE.  GO EAST FROM THE OFFICE,
 DN0766'ACROSS THE APRON, FOR 0.2 KM (0.10 MI) TO THE SOUTH END OF THE
 DN0766'RUNWAY.  TURN LEFT AND GO NORTH ALONG THE RUNWAY FOR 0.1 KM (0.05 MI)
 DN0766'TO THE STATION ON THE LEFT, IN A GRASS AREA THAT IS 58 M (190.3
 DN0766'FT)WEST OF THE RUNWAY.
 DN0766'THE MARK IS 76.0 M (249.3 FT) SOUTH-SOUTHWEST OF THE WINDSOX SUPPORT
 DN0766'POLE, 63.9 M (209.6 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF AN
 DN0766'OPEN TYPE HANGER, AND 58.1 M (190.6 FT) WEST OF THE CENTERLINE OF
 DN0766'THERUNWAY.
 DN0766'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0766'DESCRIBED BY B.L.L.
 DN0766
 DN0766                          STATION RECOVERY (1988)
 DN0766
 DN0766'RECOVERED 1988
 DN0766'RECOVERED IN GOOD CONDITION.
 DN0766
 DN0766                          STATION RECOVERY (1995)
 DN0766
 DN0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RAZ)
 DN0766'STATION WAS RECOVERED USING THE 1986 DESCRIPTION NOTES.  ACCESS THROGH
 DN0766'5-INCH LOGO CAP SHOULD BE CONFIRMED DURING NEXT VISIT TO THE STATION.
 DN0766
 DN0766                          STATION RECOVERY (1999)
 DN0766
 DN0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JMT)
 DN0766'Q 132 WILL BE DESTROYED DURING AIRPORT CONSTRUCTION IN OCTOBER 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0067 ***********************************************************************
 EN0067  DESIGNATION -  Q 134
 EN0067  PID         -  EN0067
 EN0067  STATE/COUNTY-  TX/CHILDRESS
 EN0067  USGS QUAD   -  KIRKLAND SOUTH (1981)
 EN0067
 EN0067                         *CURRENT SURVEY CONTROL
 EN0067  ___________________________________________________________________
 EN0067* NAD 83(1986)-  34 22 22.     (N)    100 01 35.     (W)     SCALED    
 EN0067* NAVD 88     -       497.804  (meters)    1633.21   (feet)  ADJUSTED  
 EN0067  ___________________________________________________________________
 EN0067  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 EN0067  DYNAMIC HT  -         497.241 (meters)    1631.36  (feet)  COMP
 EN0067  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 EN0067
 EN0067  VERT ORDER  -  FIRST     CLASS II
 EN0067
 EN0067.The horizontal coordinates were scaled from a topographic map and have
 EN0067.an estimated accuracy of +/- 6 seconds.
 EN0067
 EN0067.The orthometric height was determined by differential leveling
 EN0067.and adjusted by the National Geodetic Survey in June 1991..
 EN0067
 EN0067.The geoid height was determined by GEOID03.
 EN0067
 EN0067.The dynamic height is computed by dividing the NAVD 88
 EN0067.geopotential number by the normal gravity value computed on the
 EN0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0067.degrees latitude (g = 980.6199 gals.).
 EN0067
 EN0067.The modeled gravity was interpolated from observed gravity values.
 EN0067
 EN0067;                    North         East    Units  Estimated Accuracy
 EN0067;SPC TX N     - 1,042,370.      335,550.      MT  (+/- 180 meters Scaled)
 EN0067
 EN0067                          SUPERSEDED SURVEY CONTROL
 EN0067
 EN0067  NGVD 29 (??/??/92)  497.588  (m)         1632.50   (f) ADJ UNCH    1 2
 EN0067
 EN0067.Superseded values are not recommended for survey control.
 EN0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0067.See file dsdata.txt to determine how the superseded data were derived.
 EN0067
 EN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD056039(NAD 83)
 EN0067_MARKER: DB = BENCH MARK DISK
 EN0067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EN0067_STAMPING: Q 134 1933 1632.503
 EN0067_MARK LOGO: CGS   
 EN0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0067+STABILITY: SURFACE MOTION
 EN0067
 EN0067  HISTORY     - Date     Condition        Report By
 EN0067  HISTORY     - 1933     MONUMENTED       CGS
 EN0067  HISTORY     - 1933     GOOD             NGS
 EN0067  HISTORY     - 1958     GOOD             NGS
 EN0067  HISTORY     - 1984     GOOD             NGS
 EN0067
 EN0067                          STATION DESCRIPTION
 EN0067
 EN0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0067'2.1 MI SE FROM KIRKLAND.
 EN0067'2.1 MILES SOUTHEAST OF KIRKLAND 0.3 MILES WEST OF ROAD CROSSING AT
 EN0067'MILEAGE 209.22, SET IN NORTH CORNER OF WEST ABUTMENT OF CONCRETE
 EN0067'RAILROAD BRIDGE.
 EN0067
 EN0067                          STATION RECOVERY (1958)
 EN0067
 EN0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0067'RECOVERED IN GOOD CONDITION.
 EN0067
 EN0067                          STATION RECOVERY (1984)
 EN0067
 EN0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0067'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.7 KM
 EN0067'(12.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EN0067'U.S. HIGHWAY 83 AT CHILDRESS, IN TOP OF THE NORTHEAST END OF THE
 EN0067'NORTHWEST ABUTMENT OF RAILROAD BRIDGE NUMBER 209.22, 53.0 M (173.9 FT)
 EN0067'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EN0067'HIGHWAY, AND 1.1 M (3.6 FT) NORTHEAST OF THE NEAR RAIL OF THE
 EN0067'BURLINGTON NORTHERN RAILROAD.
 EN0067'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0175 ***********************************************************************
 EN0175  DESIGNATION -  Q 135
 EN0175  PID         -  EN0175
 EN0175  STATE/COUNTY-  TX/DONLEY
 EN0175  USGS QUAD   -  HEDLEY (1982)
 EN0175
 EN0175                         *CURRENT SURVEY CONTROL
 EN0175  ___________________________________________________________________
 EN0175* NAD 83(1986)-  34 50 42.     (N)    100 38 09.     (W)     SCALED    
 EN0175* NAVD 88     -       766.535  (meters)    2514.87   (feet)  ADJUSTED  
 EN0175  ___________________________________________________________________
 EN0175  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EN0175  DYNAMIC HT  -         765.664 (meters)    2512.02  (feet)  COMP
 EN0175  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 EN0175
 EN0175  VERT ORDER  -  FIRST     CLASS II
 EN0175
 EN0175.The horizontal coordinates were scaled from a topographic map and have
 EN0175.an estimated accuracy of +/- 6 seconds.
 EN0175
 EN0175.The orthometric height was determined by differential leveling
 EN0175.and adjusted by the National Geodetic Survey in June 1991..
 EN0175
 EN0175.The geoid height was determined by GEOID03.
 EN0175
 EN0175.The dynamic height is computed by dividing the NAVD 88
 EN0175.geopotential number by the normal gravity value computed on the
 EN0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0175.degrees latitude (g = 980.6199 gals.).
 EN0175
 EN0175.The modeled gravity was interpolated from observed gravity values.
 EN0175
 EN0175;                    North         East    Units  Estimated Accuracy
 EN0175;SPC TX N     - 1,094,090.      279,030.      MT  (+/- 180 meters Scaled)
 EN0175
 EN0175                          SUPERSEDED SURVEY CONTROL
 EN0175
 EN0175  NGVD 29 (??/??/92)  766.185  (m)         2513.73   (f) ADJ UNCH    1 2
 EN0175
 EN0175.Superseded values are not recommended for survey control.
 EN0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0175.See file dsdata.txt to determine how the superseded data were derived.
 EN0175
 EN0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD504570(NAD 83)
 EN0175_MARKER: DB = BENCH MARK DISK
 EN0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0175_SP_SET: CULVERT
 EN0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0175
 EN0175  HISTORY     - Date     Condition        Report By
 EN0175  HISTORY     - UNK      MONUMENTED       CGS
 EN0175  HISTORY     - 1933     GOOD             NGS
 EN0175  HISTORY     - 1934     GOOD             NGS
 EN0175  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0175
 EN0175                          STATION DESCRIPTION
 EN0175
 EN0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0175'2.5 MI SE FROM HEDLEY.
 EN0175'AT MILEAGE 261.61, SET IN EAST CORNER OF NORTH HEADWALL OF CONCRETE
 EN0175'RAILROAD CULVERT.
 EN0175
 EN0175                          STATION RECOVERY (1934)
 EN0175
 EN0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0175'RECOVERED IN GOOD CONDITION.
 EN0175
 EN0175                          STATION RECOVERY (1984)
 EN0175
 EN0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0175'THERE IS A NEW CONCRETE TOP ON THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0075 ***********************************************************************
 GK0075  DESIGNATION -  Q 136
 GK0075  PID         -  GK0075
 GK0075  STATE/COUNTY-  TX/OCHILTREE
 GK0075  USGS QUAD   -  PERRYTON SE (1973)
 GK0075
 GK0075                         *CURRENT SURVEY CONTROL
 GK0075  ___________________________________________________________________
 GK0075* NAD 83(1986)-  36 21 43.     (N)    100 48 11.     (W)     SCALED    
 GK0075* NAVD 88     -       893.388  (meters)    2931.06   (feet)  ADJUSTED  
 GK0075  ___________________________________________________________________
 GK0075  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GK0075  DYNAMIC HT  -         892.452 (meters)    2927.99  (feet)  COMP
 GK0075  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 GK0075
 GK0075  VERT ORDER  -  FIRST     CLASS II
 GK0075
 GK0075.The horizontal coordinates were scaled from a topographic map and have
 GK0075.an estimated accuracy of +/- 6 seconds.
 GK0075
 GK0075.The orthometric height was determined by differential leveling
 GK0075.and adjusted by the National Geodetic Survey in June 1991..
 GK0075
 GK0075.The geoid height was determined by GEOID03.
 GK0075
 GK0075.The dynamic height is computed by dividing the NAVD 88
 GK0075.geopotential number by the normal gravity value computed on the
 GK0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0075.degrees latitude (g = 980.6199 gals.).
 GK0075
 GK0075.The modeled gravity was interpolated from observed gravity values.
 GK0075
 GK0075;                    North         East    Units  Estimated Accuracy
 GK0075;SPC TX N     - 1,262,260.      262,550.      MT  (+/- 180 meters Scaled)
 GK0075
 GK0075                          SUPERSEDED SURVEY CONTROL
 GK0075
 GK0075  NGVD 29 (??/??/92)  893.011  (m)         2929.82   (f) ADJ UNCH    1 2
 GK0075
 GK0075.Superseded values are not recommended for survey control.
 GK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0075.See file dsdata.txt to determine how the superseded data were derived.
 GK0075
 GK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF382256(NAD 83)
 GK0075_MARKER: DB = BENCH MARK DISK
 GK0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0075_STAMPING: Q-136 1934
 GK0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0075+STABILITY: SURFACE MOTION
 GK0075
 GK0075  HISTORY     - Date     Condition        Report By
 GK0075  HISTORY     - 1934     MONUMENTED       CGS
 GK0075  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0075
 GK0075                          STATION DESCRIPTION
 GK0075
 GK0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0075'2.2 MI SE FROM PERRYTON.
 GK0075'2.2 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 420 FEET
 GK0075'SOUTHWEST OF THE W.L. PHILYAW FARM HOUSE.  52 FEET WEST OF THE
 GK0075'CENTERLINE OF U.S. HIGHWAY 83.  5 FEET SOUTH OF TELEPHONE POLE.  ONE
 GK0075'FOOT EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE LINE.
 GK0075
 GK0075                          STATION RECOVERY (1973)
 GK0075
 GK0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0003 ***********************************************************************
 FL0003  DESIGNATION -  Q 137
 FL0003  PID         -  FL0003
 FL0003  STATE/COUNTY-  TX/HEMPHILL
 FL0003  USGS QUAD   -  CANADIAN WEST (1972)
 FL0003
 FL0003                         *CURRENT SURVEY CONTROL
 FL0003  ___________________________________________________________________
 FL0003* NAD 83(1986)-  35 58 31.     (N)    100 27 19.     (W)     SCALED    
 FL0003* NAVD 88     -       730.513  (meters)    2396.69   (feet)  ADJUSTED  
 FL0003  ___________________________________________________________________
 FL0003  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FL0003  DYNAMIC HT  -         729.738 (meters)    2394.15  (feet)  COMP
 FL0003  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 FL0003
 FL0003  VERT ORDER  -  FIRST     CLASS II
 FL0003
 FL0003.The horizontal coordinates were scaled from a topographic map and have
 FL0003.an estimated accuracy of +/- 6 seconds.
 FL0003
 FL0003.The orthometric height was determined by differential leveling
 FL0003.and adjusted by the National Geodetic Survey in June 1991..
 FL0003
 FL0003.The geoid height was determined by GEOID03.
 FL0003
 FL0003.The dynamic height is computed by dividing the NAVD 88
 FL0003.geopotential number by the normal gravity value computed on the
 FL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0003.degrees latitude (g = 980.6199 gals.).
 FL0003
 FL0003.The modeled gravity was interpolated from observed gravity values.
 FL0003
 FL0003;                    North         East    Units  Estimated Accuracy
 FL0003;SPC TX N     - 1,219,630.      294,220.      MT  (+/- 180 meters Scaled)
 FL0003
 FL0003                          SUPERSEDED SURVEY CONTROL
 FL0003
 FL0003  NGVD 29 (??/??/92)  730.168  (m)         2395.56   (f) ADJ UNCH    1 2
 FL0003
 FL0003.Superseded values are not recommended for survey control.
 FL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0003.See file dsdata.txt to determine how the superseded data were derived.
 FL0003
 FL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE687821(NAD 83)
 FL0003_MARKER: DB = BENCH MARK DISK
 FL0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0003_STAMPING: Q 137 1934
 FL0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0003+STABILITY: SURFACE MOTION
 FL0003
 FL0003  HISTORY     - Date     Condition        Report By
 FL0003  HISTORY     - 1934     MONUMENTED       CGS
 FL0003  HISTORY     - 1972     GOOD             USGS
 FL0003
 FL0003                          STATION DESCRIPTION
 FL0003
 FL0003'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0003'8.1 MI NW FROM CANADIAN.
 FL0003'2.2 MI. NE ALONG HWY. 60 AND 83 FROM THE POST OFFICE AT CANADIAN,
 FL0003'HEMPHILL CO., THENCE 5.9 MI. NW FROM THE JCT. OF HWYS. 60 AND 83, TO
 FL0003'THE BRIDGE OVER HORSE CREEK, ABOUT 0.2 MI. EAST OF THE BRIDGE, 225 FT.
 FL0003'S. OF A 12 X 17 FT. CONC. CULVERT, 63 FT. E. OF A LONE TREE AND 15 FT.
 FL0003'SW OF THE OLD CENTER-LINE OF THE OLD HWY. 83, 1 FT. E. OF A METAL
 FL0003'WITNESS SIGN A STANDARD DISK STAMPED Q 137 1934 AND SET IN THE TOP OF
 FL0003'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1497 ***********************************************************************
 AY1497  DESIGNATION -  Q 1377
 AY1497  PID         -  AY1497
 AY1497  STATE/COUNTY-  TX/WILSON
 AY1497  USGS QUAD   -  SASPAMCO (1973)
 AY1497
 AY1497                         *CURRENT SURVEY CONTROL
 AY1497  ___________________________________________________________________
 AY1497* NAD 83(1986)-  29 13 31.     (N)    098 15 47.     (W)     SCALED    
 AY1497* NAVD 88     -       124.985  (meters)     410.06   (feet)  ADJUSTED  
 AY1497  ___________________________________________________________________
 AY1497  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY1497  DYNAMIC HT  -         124.805 (meters)     409.46  (feet)  COMP
 AY1497  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 AY1497
 AY1497  VERT ORDER  -  FIRST     CLASS II
 AY1497
 AY1497.The horizontal coordinates were scaled from a topographic map and have
 AY1497.an estimated accuracy of +/- 6 seconds.
 AY1497
 AY1497.The orthometric height was determined by differential leveling
 AY1497.and adjusted by the National Geodetic Survey in June 1991..
 AY1497
 AY1497.The geoid height was determined by GEOID03.
 AY1497
 AY1497.The dynamic height is computed by dividing the NAVD 88
 AY1497.geopotential number by the normal gravity value computed on the
 AY1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1497.degrees latitude (g = 980.6199 gals.).
 AY1497
 AY1497.The modeled gravity was interpolated from observed gravity values.
 AY1497
 AY1497;                    North         East    Units  Estimated Accuracy
 AY1497;SPC TXSC     - 4,154,490.      671,640.      MT  (+/- 180 meters Scaled)
 AY1497
 AY1497                          SUPERSEDED SURVEY CONTROL
 AY1497
 AY1497.No superseded survey control is available for this station.
 AY1497
 AY1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT716331(NAD 83)
 AY1497_MARKER: I = METAL ROD
 AY1497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1497_SP_SET: STAINLESS STEEL ROD
 AY1497_STAMPING: Q 1377 1981
 AY1497_MARK LOGO: NGS   
 AY1497_PROJECTION: RECESSED 3 CENTIMETERS
 AY1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1497_ROD/PIPE-DEPTH: 7.3  meters
 AY1497
 AY1497  HISTORY     - Date     Condition        Report By
 AY1497  HISTORY     - 1981     MONUMENTED       NGS
 AY1497
 AY1497                          STATION DESCRIPTION
 AY1497
 AY1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1497'8.0 KM (5.0 MI) SE FROM ELMENDORF.
 AY1497'8.0 KM (5.0 MI) SOUTHEAST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1497'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT A TWO-STORY HOUSE ON THE
 AY1497'NORTHEAST SIDE OF THE ROAD, 0.2 KM (0.1 MI) NORTHWEST OF THE NORTHWEST
 AY1497'END OF A METAL BRIDGE OVER THE SAN ANTONIO RIVER, 12.1 METERS
 AY1497'(40.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 44.8 METERS
 AY1497'(117 FT) NORTHEAST AND ACROSS THE ROAD FROM A POWERLINE POLE WITH A
 AY1497'TRANSFORMER, 6.7 METERS (22.0 FT) SOUTHEAST OF THE EXTENDED CENTER OF
 AY1497'A DRIVEWAY, 0.7 METER (2.0 FT) SOUTHEAST OF A TELEPHONE JUNCTION BOX,
 AY1497'0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 AY1497'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 AY1497'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1960 ***********************************************************************
 AN1960  DESIGNATION -  Q 1378
 AN1960  PID         -  AN1960
 AN1960  STATE/COUNTY-  TX/KARNES
 AN1960  USGS QUAD   -  KARNES CITY (1987)
 AN1960
 AN1960                         *CURRENT SURVEY CONTROL
 AN1960  ___________________________________________________________________
 AN1960* NAD 83(1986)-  28 55 21.     (N)    097 56 59.     (W)     SCALED    
 AN1960* NAVD 88     -        86.785  (meters)     284.73   (feet)  ADJUSTED  
 AN1960  ___________________________________________________________________
 AN1960  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AN1960  DYNAMIC HT  -          86.659 (meters)     284.31  (feet)  COMP
 AN1960  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 AN1960
 AN1960  VERT ORDER  -  FIRST     CLASS II
 AN1960
 AN1960.The horizontal coordinates were scaled from a topographic map and have
 AN1960.an estimated accuracy of +/- 6 seconds.
 AN1960
 AN1960.The orthometric height was determined by differential leveling
 AN1960.and adjusted by the National Geodetic Survey in June 1991..
 AN1960
 AN1960.The geoid height was determined by GEOID03.
 AN1960
 AN1960.The dynamic height is computed by dividing the NAVD 88
 AN1960.geopotential number by the normal gravity value computed on the
 AN1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1960.degrees latitude (g = 980.6199 gals.).
 AN1960
 AN1960.The modeled gravity was interpolated from observed gravity values.
 AN1960
 AN1960;                    North         East    Units  Estimated Accuracy
 AN1960;SPC TXSC     - 4,121,170.      702,400.      MT  (+/- 180 meters Scaled)
 AN1960
 AN1960                          SUPERSEDED SURVEY CONTROL
 AN1960
 AN1960.No superseded survey control is available for this station.
 AN1960
 AN1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS023998(NAD 83)
 AN1960_MARKER: I = METAL ROD
 AN1960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1960_SP_SET: STAINLESS STEEL ROD
 AN1960_STAMPING: Q 1378 1981
 AN1960_MARK LOGO: NGS   
 AN1960_PROJECTION: RECESSED 4 CENTIMETERS
 AN1960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1960_ROD/PIPE-DEPTH: 5.7  meters
 AN1960
 AN1960  HISTORY     - Date     Condition        Report By
 AN1960  HISTORY     - 1981     MONUMENTED       NGS
 AN1960
 AN1960                          STATION DESCRIPTION
 AN1960
 AN1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1960'6.6 KM (4.1 MI) NW FROM KARNES CITY.
 AN1960'1.0 KM (0.6 MI) WEST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1960'COURTHOUSE IN KARNES CITY, THENCE 5.6 KM (3.5 MI) NORTHWEST ALONG U.S.
 AN1960'HIGHWAY 181, AT A DRIVE LEADING NORTHEAST TO A BRICK HOUSE ON THE TOP
 AN1960'OF A HILL, 18.2 METERS (60.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AN1960'HIGHWAY, 7.9 METERS (26.0 FT) NORTH OF THE NORTHWEST END OF A 30-CM
 AN1960'METAL PIPE CULVERT UNDER THE DRIVE, 31.8 METERS (104.5 FT) SOUTHWEST
 AN1960'OF A POWERLINE JUNCTION POLE, 7.6 METERS (25.0 FT) NORTHWEST OF THE
 AN1960'CENTER OF THE DRIVE, 2.7 METERS (9.0 FT) NORTHWEST OF AN ANCHOR FENCE
 AN1960'POST ON THE NORTHWEST SIDE OF THE DRIVE, 0.3 METER (1.0 FT) SOUTHWEST
 AN1960'OF A WIRE FENCE.
 AN1960'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 AN1960'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1524 ***********************************************************************
 AY1524  DESIGNATION -  Q 1379
 AY1524  PID         -  AY1524
 AY1524  STATE/COUNTY-  TX/BEXAR
 AY1524  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1524
 AY1524                         *CURRENT SURVEY CONTROL
 AY1524  ___________________________________________________________________
 AY1524* NAD 83(1986)-  29 26 25.     (N)    098 26 27.     (W)     SCALED    
 AY1524* NAVD 88     -       207.838  (meters)     681.88   (feet)  ADJUSTED  
 AY1524  ___________________________________________________________________
 AY1524  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AY1524  DYNAMIC HT  -         207.535 (meters)     680.89  (feet)  COMP
 AY1524  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 AY1524
 AY1524  VERT ORDER  -  FIRST     CLASS II
 AY1524
 AY1524.The horizontal coordinates were scaled from a topographic map and have
 AY1524.an estimated accuracy of +/- 6 seconds.
 AY1524
 AY1524.The orthometric height was determined by differential leveling
 AY1524.and adjusted by the National Geodetic Survey in June 1991..
 AY1524
 AY1524.The geoid height was determined by GEOID03.
 AY1524
 AY1524.The dynamic height is computed by dividing the NAVD 88
 AY1524.geopotential number by the normal gravity value computed on the
 AY1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1524.degrees latitude (g = 980.6199 gals.).
 AY1524
 AY1524.The modeled gravity was interpolated from observed gravity values.
 AY1524
 AY1524;                    North         East    Units  Estimated Accuracy
 AY1524;SPC TXSC     - 4,178,220.      654,250.      MT  (+/- 180 meters Scaled)
 AY1524
 AY1524                          SUPERSEDED SURVEY CONTROL
 AY1524
 AY1524.No superseded survey control is available for this station.
 AY1524
 AY1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT542568(NAD 83)
 AY1524_MARKER: DB = BENCH MARK DISK
 AY1524_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1524_SP_SET: BRIDGE PIER
 AY1524_STAMPING: Q 1379 1980
 AY1524_MARK LOGO: NGS   
 AY1524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1524
 AY1524  HISTORY     - Date     Condition        Report By
 AY1524  HISTORY     - 1980     MONUMENTED       NGS
 AY1524  HISTORY     - 1989     GOOD             USPSQD
 AY1524  HISTORY     - 19990213 GOOD             USPSQD
 AY1524
 AY1524                          STATION DESCRIPTION
 AY1524
 AY1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1524'IN SAN ANTONIO.
 AY1524'IN SAN ANTONIO, AT THE INTERSTATE 35 SOUTHBOUND BRIDGE OVER THE
 AY1524'MISSOURI KANSAS AND TEXAS RAILROAD, 2.0 KM (1.25 MI) EAST ALONG
 AY1524'INTERSTATE HIGHWAY 35 FROM THE NEW BRAUNFELS AVENUE EXIT, 0.25 KM
 AY1524'(0.15 MI) EAST OF THE SOUTH ENTRANCE GATE TO THE SAN ANTONIO AIR FORCE
 AY1524'STATION, SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHWESTERNMOST
 AY1524'CONCRETE PIER OF THE BRIDGE FOR THE SOUTHBOUND LANES OF THE
 AY1524'INTERSTATE, 4.5 METERS (14.7 FT) NORTHEAST OF THE CENTERLINE OF A
 AY1524'TURNAROUND ROAD UNDER THE BRIDGE, 15.5 METERS (51.0 FT) NORTHEAST OF
 AY1524'THE NORTHEAST RAIL, 30.5 METERS (100 FT) SOUTH OF THE CENTERLINE OF A
 AY1524'FRONTAGE ROAD.  NOTE-BRIDGE PIER DRILLED INTO HARD BLUE SHALE.
 AY1524'THE MARK IS 1.6 M ABOVE THE ROAD.
 AY1524
 AY1524                          STATION RECOVERY (1989)
 AY1524
 AY1524'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1524'RECOVERED IN GOOD CONDITION.
 AY1524
 AY1524                          STATION RECOVERY (1999)
 AY1524
 AY1524'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1068 ***********************************************************************
 AH1068  DESIGNATION -  Q 1380
 AH1068  PID         -  AH1068
 AH1068  STATE/COUNTY-  TX/KLEBERG
 AH1068  USGS QUAD   -  RICARDO (1979)
 AH1068
 AH1068                         *CURRENT SURVEY CONTROL
 AH1068  ___________________________________________________________________
 AH1068* NAD 83(1986)-  27 25 27.     (N)    097 51 05.     (W)     SCALED    
 AH1068* NAVD 88     -        15.363  (meters)      50.40   (feet)  ADJUSTED  
 AH1068  ___________________________________________________________________
 AH1068  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AH1068  DYNAMIC HT  -          15.339 (meters)      50.32  (feet)  COMP
 AH1068  MODELED GRAV-     979,094.7   (mgal)                       NAVD 88
 AH1068
 AH1068  VERT ORDER  -  FIRST     CLASS II
 AH1068
 AH1068.The horizontal coordinates were scaled from a topographic map and have
 AH1068.an estimated accuracy of +/- 6 seconds.
 AH1068
 AH1068.The orthometric height was determined by differential leveling
 AH1068.and adjusted by the National Geodetic Survey in June 1991..
 AH1068
 AH1068.The geoid height was determined by GEOID03.
 AH1068
 AH1068.The dynamic height is computed by dividing the NAVD 88
 AH1068.geopotential number by the normal gravity value computed on the
 AH1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1068.degrees latitude (g = 980.6199 gals.).
 AH1068
 AH1068.The modeled gravity was interpolated from observed gravity values.
 AH1068
 AH1068;                    North         East    Units  Estimated Accuracy
 AH1068;SPC TX S     - 5,194,880.      364,130.      MT  (+/- 180 meters Scaled)
 AH1068
 AH1068                          SUPERSEDED SURVEY CONTROL
 AH1068
 AH1068.No superseded survey control is available for this station.
 AH1068
 AH1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR135339(NAD 83)
 AH1068_MARKER: I = METAL ROD
 AH1068_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1068_SP_SET: STAINLESS STEEL ROD
 AH1068_STAMPING: Q 1380 1981
 AH1068_MARK LOGO: NGS   
 AH1068_PROJECTION: RECESSED 5 CENTIMETERS
 AH1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1068_ROD/PIPE-DEPTH: 6.1  meters
 AH1068
 AH1068  HISTORY     - Date     Condition        Report By
 AH1068  HISTORY     - 1981     MONUMENTED       NGS
 AH1068  HISTORY     - 19901007 GOOD             USPSQD
 AH1068
 AH1068                          STATION DESCRIPTION
 AH1068
 AH1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1068'11.9 KM (7.4 MI) SSE FROM KINGSVILLE.
 AH1068'2.9 KM (1.8 MI) SOUTH-SOUTHEAST ALONG SIXTH STREET FROM THE POST
 AH1068'OFFICE IN KINGSVILLE, THENCE 5.9 KM (3.65 MI) ALONG U.S. HIGHWAY 77
 AH1068'BUSINESS, THENCE 3.1 KM (1.95 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY
 AH1068'77 SOUTHBOUND, AT A CROSSOVER IN THE HIGHWAY, ALSO 0.24 KM (0.15 MI)
 AH1068'NORTHWEST OF A FARM ROAD, 32.8 METERS (107.5 FT) EAST OF THE
 AH1068'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 46.0 METERS
 AH1068'(151 FT) NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE LEADING EAST TO
 AH1068'A MOBILE HOME, 3.2 METERS (10.5 FT) SOUTH OF A CHAIN LINK CORNER FENCE
 AH1068'POST, 2.3 METERS (7.5 FT) SOUTH OF A GUYED POWERLINE POLE WITH A
 AH1068'TRANSFORMER, 0.3 METER (1.0 FT) WEST OF A CHAIN LINK FENCE, 3.8 METERS
 AH1068'(12.5 FT) EAST OF THE TRACK ROAD LEADING NORTH AND SOUTH, 22.9 METERS
 AH1068'(75.0 FT) NORTH OF THE CENTER OF THE CHAIN LINK GATE.
 AH1068'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AH1068'THE MARK IS 0.60 M BELOW THE HIGHWAY.
 AH1068
 AH1068                          STATION RECOVERY (1990)
 AH1068
 AH1068'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AH1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1940 ***********************************************************************
 AN1940  DESIGNATION -  Q 1381
 AN1940  PID         -  AN1940
 AN1940  STATE/COUNTY-  TX/KARNES
 AN1940  USGS QUAD   -  TULSITA (1987)
 AN1940
 AN1940                         *CURRENT SURVEY CONTROL
 AN1940  ___________________________________________________________________
 AN1940* NAD 83(1986)-  28 41 38.     (N)    097 50 34.     (W)     SCALED    
 AN1940* NAVD 88     -       122.243  (meters)     401.06   (feet)  ADJUSTED  
 AN1940  ___________________________________________________________________
 AN1940  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AN1940  DYNAMIC HT  -         122.062 (meters)     400.47  (feet)  COMP
 AN1940  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 AN1940
 AN1940  VERT ORDER  -  FIRST     CLASS II
 AN1940
 AN1940.The horizontal coordinates were scaled from a topographic map and have
 AN1940.an estimated accuracy of +/- 6 seconds.
 AN1940
 AN1940.The orthometric height was determined by differential leveling
 AN1940.and adjusted by the National Geodetic Survey in June 1991..
 AN1940
 AN1940.The geoid height was determined by GEOID03.
 AN1940
 AN1940.The dynamic height is computed by dividing the NAVD 88
 AN1940.geopotential number by the normal gravity value computed on the
 AN1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1940.degrees latitude (g = 980.6199 gals.).
 AN1940
 AN1940.The modeled gravity was interpolated from observed gravity values.
 AN1940
 AN1940;                    North         East    Units  Estimated Accuracy
 AN1940;SPC TXSC     - 4,095,930.      713,080.      MT  (+/- 180 meters Scaled)
 AN1940
 AN1940                          SUPERSEDED SURVEY CONTROL
 AN1940
 AN1940.No superseded survey control is available for this station.
 AN1940
 AN1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS130746(NAD 83)
 AN1940_MARKER: I = METAL ROD
 AN1940_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1940_SP_SET: STAINLESS STEEL ROD
 AN1940_STAMPING: Q 1381 1981
 AN1940_MARK LOGO: NGS   
 AN1940_PROJECTION: RECESSED 4 CENTIMETERS
 AN1940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1940_ROD/PIPE-DEPTH: 6.5  meters
 AN1940
 AN1940  HISTORY     - Date     Condition        Report By
 AN1940  HISTORY     - 1981     MONUMENTED       NGS
 AN1940
 AN1940                          STATION DESCRIPTION
 AN1940
 AN1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1940'9.9 KM (6.15 MI) NORTH FROM PETTUS.
 AN1940'9.9 KM (6.15 MI) NORTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1940'FARM ROAD 623 IN PETTUS, 0.6 KM (0.4 MI) NORTH OF THE CROSSING OF THE
 AN1940'SOUTHERN PACIFIC RAILROAD, 33.2 METERS (119 FT) EAST OF THE CENTERLINE
 AN1940'OF THE HIGHWAY, 16.4 METERS (54.0 FT) SOUTH OF THE SOUTHERNMOST ONE OF
 AN1940'TWO WIRE FENCE BRACE POSTS, 17.9 METERS (59.0 FT) OF A TWIN-TRUNKED
 AN1940'TREE IN THE FENCE LINE, 0.3 METER (1.0 FT) WEST OF THE FENCE,
 AN1940'59.4 METERS (195 FT) NORTH OF A TELEPHONE JUNCTION BOX.  ROD WAS
 AN1940'DRIVEN TO REFUSAL.
 AN1940'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 AN1940'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1908 ***********************************************************************
 AN1908  DESIGNATION -  Q 1382
 AN1908  PID         -  AN1908
 AN1908  STATE/COUNTY-  TX/BEE
 AN1908  USGS QUAD   -  SKIDMORE (1979)
 AN1908
 AN1908                         *CURRENT SURVEY CONTROL
 AN1908  ___________________________________________________________________
 AN1908* NAD 83(1986)-  28 16 42.     (N)    097 41 12.     (W)     SCALED    
 AN1908* NAVD 88     -        40.232  (meters)     131.99   (feet)  ADJUSTED  
 AN1908  ___________________________________________________________________
 AN1908  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1908  DYNAMIC HT  -          40.172 (meters)     131.80  (feet)  COMP
 AN1908  MODELED GRAV-     979,143.9   (mgal)                       NAVD 88
 AN1908
 AN1908  VERT ORDER  -  FIRST     CLASS II
 AN1908
 AN1908.The horizontal coordinates were scaled from a topographic map and have
 AN1908.an estimated accuracy of +/- 6 seconds.
 AN1908
 AN1908.The orthometric height was determined by differential leveling
 AN1908.and adjusted by the National Geodetic Survey in June 1991..
 AN1908
 AN1908.The geoid height was determined by GEOID03.
 AN1908
 AN1908.The dynamic height is computed by dividing the NAVD 88
 AN1908.geopotential number by the normal gravity value computed on the
 AN1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1908.degrees latitude (g = 980.6199 gals.).
 AN1908
 AN1908.The modeled gravity was interpolated from observed gravity values.
 AN1908
 AN1908;                    North         East    Units  Estimated Accuracy
 AN1908;SPC TXSC     - 4,050,040.      728,850.      MT  (+/- 180 meters Scaled)
 AN1908
 AN1908                          SUPERSEDED SURVEY CONTROL
 AN1908
 AN1908.No superseded survey control is available for this station.
 AN1908
 AN1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS288287(NAD 83)
 AN1908_MARKER: I = METAL ROD
 AN1908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1908_SP_SET: STAINLESS STEEL ROD
 AN1908_STAMPING: Q 1382 1981
 AN1908_MARK LOGO: NGS   
 AN1908_PROJECTION: RECESSED 6 CENTIMETERS
 AN1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1908_ROD/PIPE-DEPTH: 5.4  meters
 AN1908
 AN1908  HISTORY     - Date     Condition        Report By
 AN1908  HISTORY     - 1981     MONUMENTED       NGS
 AN1908  HISTORY     - 1990     GOOD             USPSQD
 AN1908  HISTORY     - 19970725 GOOD             USPSQD
 AN1908
 AN1908                          STATION DESCRIPTION
 AN1908
 AN1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1908'3.2 KM (2.0 MI) NNW FROM SKIDMORE.
 AN1908'3.2 KM (2.0 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE
 AN1908'JUNCTION OF STATE HIGHWAY 359 IN SKIDMORE, 0.2 KM (0.1 MI) NORTH OF
 AN1908'ARANSAS CREEK, 14.3 METERS (47.0 FT) WEST OF THE CENTERLINE OF THE
 AN1908'SOUTHBOUND LANES OF THE HIGHWAY, 50.2 METERS (165 FT) SOUTH OF THE
 AN1908'EXTENDED CENTER OF A HIGHWAY CROSSOVER, 7.3 METERS (24.0 FT) SOUTH OF
 AN1908'THE CENTER OF A TRACK ROAD AND A METAL GATE, 21.8 METERS (71.5 FT)
 AN1908'NORTH-NORTHEAST OF A POWERLINE POLE, 0.3 METER (1.0 FT) EAST OF THE
 AN1908'RIGHT-OF-WAY FENCE, 4.5 METERS (15.0 FT) SOUTHEAST OF THE CENTER OF
 AN1908'THE SOUTHEAST END OF A CONCRETE PIPE CULVERT UNDER THE ROAD.  ROD WAS
 AN1908'DRIVEN TO REFUSAL.
 AN1908'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 AN1908'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1908
 AN1908                          STATION RECOVERY (1990)
 AN1908
 AN1908'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1908'RECOVERED IN GOOD CONDITION.
 AN1908
 AN1908                          STATION RECOVERY (1997)
 AN1908
 AN1908'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0432 ***********************************************************************
 CE0432  DESIGNATION -  Q 1383
 CE0432  PID         -  CE0432
 CE0432  STATE/COUNTY-  TX/EL PASO
 CE0432  USGS QUAD   -  YSLETA NW (1994)
 CE0432
 CE0432                         *CURRENT SURVEY CONTROL
 CE0432  ___________________________________________________________________
 CE0432* NAD 83(1986)-  31 44 48.     (N)    106 29 10.     (W)     SCALED    
 CE0432* NAVD 88     -      1133.969  (meters)    3720.36   (feet)  ADJUSTED  
 CE0432  ___________________________________________________________________
 CE0432  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0432  DYNAMIC HT  -        1132.269 (meters)    3714.79  (feet)  COMP
 CE0432  MODELED GRAV-     979,102.0   (mgal)                       NAVD 88
 CE0432
 CE0432  VERT ORDER  -  FIRST     CLASS I
 CE0432
 CE0432.The horizontal coordinates were scaled from a topographic map and have
 CE0432.an estimated accuracy of +/- 6 seconds.
 CE0432
 CE0432.The orthometric height was determined by differential leveling
 CE0432.and adjusted by the National Geodetic Survey in November 1996..
 CE0432
 CE0432.The geoid height was determined by GEOID03.
 CE0432
 CE0432.The dynamic height is computed by dividing the NAVD 88
 CE0432.geopotential number by the normal gravity value computed on the
 CE0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0432.degrees latitude (g = 980.6199 gals.).
 CE0432
 CE0432.The modeled gravity was interpolated from observed gravity values.
 CE0432
 CE0432;                    North         East    Units  Estimated Accuracy
 CE0432;SPC TX C     - 3,246,700.      117,330.      MT  (+/- 180 meters Scaled)
 CE0432
 CE0432                          SUPERSEDED SURVEY CONTROL
 CE0432
 CE0432  NAVD 88 (06/15/91) 1133.984  (m)         3720.41   (f) UNKNOWN     1 1
 CE0432
 CE0432.Superseded values are not recommended for survey control.
 CE0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0432.See file dsdata.txt to determine how the superseded data were derived.
 CE0432
 CE0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR592133(NAD 83)
 CE0432_MARKER: DV = VERTICAL CONTROL DISK
 CE0432_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0432_SP_SET: PIER
 CE0432_STAMPING: Q 1383 1981
 CE0432_MARK LOGO: NGS   
 CE0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0432+STABILITY: POSITION/ELEVATION WELL
 CE0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0432+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1992
 CE0432
 CE0432  HISTORY     - Date     Condition        Report By
 CE0432  HISTORY     - 1981     MONUMENTED       NGS
 CE0432  HISTORY     - 19921122 GOOD             NGS
 CE0432
 CE0432                          STATION DESCRIPTION
 CE0432
 CE0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0432'IN EL PASO.
 CE0432'THE MARK IS 1.2 M ABOVE THE GROUND.
 CE0432'IN EL PASO, AT THE JUNCTION OF DELTA DRIVE AND EL PASO STREET, SET
 CE0432'VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 6 CONCRETE
 CE0432'PIERS OF THE EL PASO STREET OVERPASS, IN THE MEDIAN OF DELTA DRIVE,
 CE0432'11.3 METERS (37.0 FT) EAST OF THE CENTER OF THE STREET AND 6.7
 CE0432'METERS (22.0 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES
 CE0432'OF DELTA DRIVE.
 CE0432
 CE0432                          STATION RECOVERY (1992)
 CE0432
 CE0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0432'IN EL PASO, AT THE INTERSECTION OF STATE HIGHWAY LOOP 375 (BORDER
 CE0432'HIGHWAY) AND EL PASO STREET, SET VERTICALLY IN THE EAST FACE OF THE
 CE0432'MOST EASTERLY OF 6 CONCRETE COLUMNS OF THE THIRD PIER SOUTH OF THE
 CE0432'NORTH ABUTMENT OF THE EL PASO STREET INTERNATIONAL BRIDGE, IN THE
 CE0432'MEDIAN OF THE HIGHWAY, 11.3 M (37.1 FT) EAST OF THE STREET CENTER,
 CE0432'6.7 M (22.0 FT) SOUTH OF THE CENTER OF THE WESTBOUND LANE OF THE
 CE0432'HIGHWAY, AND 1.5 M (4.9 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0367 ***********************************************************************
 CE0367  DESIGNATION -  Q 1384
 CE0367  PID         -  CE0367
 CE0367  STATE/COUNTY-  TX/EL PASO
 CE0367  USGS QUAD   -  YSLETA (1994)
 CE0367
 CE0367                         *CURRENT SURVEY CONTROL
 CE0367  ___________________________________________________________________
 CE0367* NAD 83(1986)-  31 43 56.     (N)    106 21 49.     (W)     SCALED    
 CE0367* NAVD 88     -      1123.751  (meters)    3686.84   (feet)  ADJUSTED  
 CE0367  ___________________________________________________________________
 CE0367  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0367  DYNAMIC HT  -        1122.041 (meters)    3681.23  (feet)  COMP
 CE0367  MODELED GRAV-     979,080.5   (mgal)                       NAVD 88
 CE0367
 CE0367  VERT ORDER  -  FIRST     CLASS I
 CE0367
 CE0367.The horizontal coordinates were scaled from a topographic map and have
 CE0367.an estimated accuracy of +/- 6 seconds.
 CE0367
 CE0367.The orthometric height was determined by differential leveling
 CE0367.and adjusted by the National Geodetic Survey in November 1996..
 CE0367
 CE0367.The geoid height was determined by GEOID03.
 CE0367
 CE0367.The dynamic height is computed by dividing the NAVD 88
 CE0367.geopotential number by the normal gravity value computed on the
 CE0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0367.degrees latitude (g = 980.6199 gals.).
 CE0367
 CE0367.The modeled gravity was interpolated from observed gravity values.
 CE0367
 CE0367;                    North         East    Units  Estimated Accuracy
 CE0367;SPC TX C     - 3,244,470.      128,830.      MT  (+/- 180 meters Scaled)
 CE0367
 CE0367                          SUPERSEDED SURVEY CONTROL
 CE0367
 CE0367  NAVD 88 (06/15/91) 1123.802  (m)         3687.01   (f) UNKNOWN     1 1
 CE0367
 CE0367.Superseded values are not recommended for survey control.
 CE0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0367.See file dsdata.txt to determine how the superseded data were derived.
 CE0367
 CE0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR708115(NAD 83)
 CE0367_MARKER: I = METAL ROD
 CE0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0367_SP_SET: STAINLESS STEEL ROD
 CE0367_STAMPING: Q 1384 1981
 CE0367_MARK LOGO: NGS   
 CE0367_PROJECTION: FLUSH
 CE0367_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0367+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1993
 CE0367_ROD/PIPE-DEPTH: 22.6 meters
 CE0367
 CE0367  HISTORY     - Date     Condition        Report By
 CE0367  HISTORY     - 1981     MONUMENTED       NGS
 CE0367  HISTORY     - 19930125 GOOD             NGS
 CE0367
 CE0367                          STATION DESCRIPTION
 CE0367
 CE0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0367'IN EL PASO.
 CE0367'THE MARK IS 0.3 M ABOVE THE ROAD.
 CE0367'IN EL PASO, AT THE JUNCTION OF WENDA WAY AND ROSEDALE STREET, 15.2
 CE0367'METERS (50.0 FT) NORTHWEST OF THE NORTH CORNER OF A CONCRETE CULVERT,
 CE0367'12.0 METERS (39.4 FT) WEST OF THE CENTER OF THE STREET, 6.3 METERS
 CE0367'(20.6 FT) SOUTHWEST OF THE CENTER OF WENDA WAY AND 1.3 METERS
 CE0367'(4.2 FT) NORTHWEST OF A UTILITY POLE WITH TWO GUY WIRES.
 CE0367'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0367'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CE0367
 CE0367                          STATION RECOVERY (1993)
 CE0367
 CE0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0367'IN EL PASO, AT THE INTERSECTION OF WENDA WAY AND ROSEDALE DRIVE, 21.5
 CE0367'M (70.5 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 5.8 M
 CE0367'(19.0 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE WAY, 5.3
 CE0367'M (17.4 FT) NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE DRAINAGE
 CE0367'DITCH, 1.5 M (4.9 FT) NORTHWEST OF A UTILITY POLE WITH 2 GUY CABLES,
 CE0367'AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST. NOTE--ACCESS TO THE
 CE0367'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1596 ***********************************************************************
 AY1596  DESIGNATION -  Q 1387
 AY1596  PID         -  AY1596
 AY1596  STATE/COUNTY-  TX/UVALDE
 AY1596  USGS QUAD   -  BLANCO LAKE (1971)
 AY1596
 AY1596                         *CURRENT SURVEY CONTROL
 AY1596  ___________________________________________________________________
 AY1596* NAD 83(1986)-  29 18 59.     (N)    099 32 21.     (W)     SCALED    
 AY1596* NAVD 88     -       295.414  (meters)     969.20   (feet)  ADJUSTED  
 AY1596  ___________________________________________________________________
 AY1596  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 AY1596  DYNAMIC HT  -         294.985 (meters)     967.80  (feet)  COMP
 AY1596  MODELED GRAV-     979,183.0   (mgal)                       NAVD 88
 AY1596
 AY1596  VERT ORDER  -  FIRST     CLASS II
 AY1596
 AY1596.The horizontal coordinates were scaled from a topographic map and have
 AY1596.an estimated accuracy of +/- 6 seconds.
 AY1596
 AY1596.The orthometric height was determined by differential leveling
 AY1596.and adjusted by the National Geodetic Survey in June 1991..
 AY1596
 AY1596.The geoid height was determined by GEOID03.
 AY1596
 AY1596.The dynamic height is computed by dividing the NAVD 88
 AY1596.geopotential number by the normal gravity value computed on the
 AY1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1596.degrees latitude (g = 980.6199 gals.).
 AY1596
 AY1596.The modeled gravity was interpolated from observed gravity values.
 AY1596
 AY1596;                    North         East    Units  Estimated Accuracy
 AY1596;SPC TXSC     - 4,164,480.      547,630.      MT  (+/- 180 meters Scaled)
 AY1596
 AY1596                          SUPERSEDED SURVEY CONTROL
 AY1596
 AY1596.No superseded survey control is available for this station.
 AY1596
 AY1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT476431(NAD 83)
 AY1596_MARKER: I = METAL ROD
 AY1596_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1596+WITH SETTING: INFORMATION.
 AY1596_SP_SET: SHALLOW SET METAL ROD
 AY1596_STAMPING: Q 1387 1982
 AY1596_MARK LOGO: NGS   
 AY1596_PROJECTION: FLUSH
 AY1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1596+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AY1596_ROD/PIPE-DEPTH: 1.5  meters
 AY1596
 AY1596  HISTORY     - Date     Condition        Report By
 AY1596  HISTORY     - 1982     MONUMENTED       NGS
 AY1596  HISTORY     - 1988     GOOD             USPSQD
 AY1596  HISTORY     - 20041007 GOOD             USPSQD
 AY1596
 AY1596                          STATION DESCRIPTION
 AY1596
 AY1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1596'10.6 KM (6.55 MI) EAST FROM KNIPPA.
 AY1596'10.6 KM (6.55 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 AY1596'FARM ROAD 1049 SOUTH IN KNIPPA, ALSO 7.5 KM (4.5 MI) WESTERLY ALONG
 AY1596'U.S. HIGHWAY 90 FROM THE JUNCTION OF RANCH ROAD 187 IN SABINAL AT THE
 AY1596'SOUTHERN PACIFIC RAILROAD MILEPOLE 284 AND ACROSS TRACKS AND IN LINE
 AY1596'WITH RAILROAD SIGNAL NUMBER 2840, SET BETWEEN TWO METAL WITNESS POSTS,
 AY1596'23.8 METERS (78.0 FT) NORTHEAST OF CENTERLINE OF HIGHWAY, 16.5 METERS
 AY1596'(54.0 FT) SOUTHWEST OF RAILROAD SIGNAL 2840, 12.2 METERS (40.0 FT)
 AY1596'SOUTHWEST OF SOUTHWEST RAIL, AND 12.2 METERS (4.0 FT) SOUTH SOUTHEAST
 AY1596'OF MILEPOLE 284.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1596'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AY1596'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
 AY1596
 AY1596                          STATION RECOVERY (1988)
 AY1596
 AY1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1596'RECOVERED IN GOOD CONDITION.
 AY1596
 AY1596                          STATION RECOVERY (2004)
 AY1596
 AY1596'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0808 ***********************************************************************
 CD0808  DESIGNATION -  Q 1389
 CD0808  PID         -  CD0808
 CD0808  STATE/COUNTY-  TX/HUDSPETH
 CD0808  USGS QUAD   -  ALLAMOORE (1964)
 CD0808
 CD0808                         *CURRENT SURVEY CONTROL
 CD0808  ___________________________________________________________________
 CD0808* NAD 83(1986)-  31 04 16.     (N)    105 00 18.     (W)     SCALED    
 CD0808* NAVD 88     -      1378.600  (meters)    4522.96   (feet)  ADJUSTED  
 CD0808  ___________________________________________________________________
 CD0808  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0808  DYNAMIC HT  -        1376.404 (meters)    4515.75  (feet)  COMP
 CD0808  MODELED GRAV-     978,999.4   (mgal)                       NAVD 88
 CD0808
 CD0808  VERT ORDER  -  FIRST     CLASS II
 CD0808
 CD0808.The horizontal coordinates were scaled from a topographic map and have
 CD0808.an estimated accuracy of +/- 6 seconds.
 CD0808
 CD0808.The orthometric height was determined by differential leveling
 CD0808.and adjusted by the National Geodetic Survey in June 1991..
 CD0808
 CD0808.The geoid height was determined by GEOID03.
 CD0808
 CD0808.The dynamic height is computed by dividing the NAVD 88
 CD0808.geopotential number by the normal gravity value computed on the
 CD0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0808.degrees latitude (g = 980.6199 gals.).
 CD0808
 CD0808.The modeled gravity was interpolated from observed gravity values.
 CD0808
 CD0808;                    North         East    Units  Estimated Accuracy
 CD0808;SPC TX C     - 3,165,050.      254,350.      MT  (+/- 180 meters Scaled)
 CD0808
 CD0808                          SUPERSEDED SURVEY CONTROL
 CD0808
 CD0808.No superseded survey control is available for this station.
 CD0808
 CD0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ995374(NAD 83)
 CD0808_MARKER: DB = BENCH MARK DISK
 CD0808_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0808_SP_SET: PIER
 CD0808_STAMPING: Q 1389 1981
 CD0808_MARK LOGO: NGS   
 CD0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0808+STABILITY: POSITION/ELEVATION WELL
 CD0808
 CD0808  HISTORY     - Date     Condition        Report By
 CD0808  HISTORY     - 1981     MONUMENTED       NGS
 CD0808
 CD0808                          STATION DESCRIPTION
 CD0808
 CD0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0808'17.4 KM (10.8 MI) WEST FROM VAN HORN.
 CD0808'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0808'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, SET VERTICALLY IN THE
 CD0808'SOUTH FACE OF THE MOST EASTERLY ONE OF TWO PIERS OF THE WEST BOUND
 CD0808'LANES OF EXIT 129 OVERPASS AND 15.0 METERS (49.2 FT) NORTH-NORTHEAST
 CD0808'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CD0808'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0189 ***********************************************************************
 FL0189  DESIGNATION -  Q 139
 FL0189  PID         -  FL0189
 FL0189  STATE/COUNTY-  TX/WHEELER
 FL0189  USGS QUAD   -  WHEELER (1978)
 FL0189
 FL0189                         *CURRENT SURVEY CONTROL
 FL0189  ___________________________________________________________________
 FL0189* NAD 83(1986)-  35 25 17.     (N)    100 15 55.     (W)     SCALED    
 FL0189* NAVD 88     -       778.082  (meters)    2552.76   (feet)  ADJUSTED  
 FL0189  ___________________________________________________________________
 FL0189  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 FL0189  DYNAMIC HT  -         777.246 (meters)    2550.01  (feet)  COMP
 FL0189  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 FL0189
 FL0189  VERT ORDER  -  FIRST     CLASS II
 FL0189
 FL0189.The horizontal coordinates were scaled from a topographic map and have
 FL0189.an estimated accuracy of +/- 6 seconds.
 FL0189
 FL0189.The orthometric height was determined by differential leveling
 FL0189.and adjusted by the National Geodetic Survey in June 1991..
 FL0189
 FL0189.The geoid height was determined by GEOID03.
 FL0189
 FL0189.The dynamic height is computed by dividing the NAVD 88
 FL0189.geopotential number by the normal gravity value computed on the
 FL0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0189.degrees latitude (g = 980.6199 gals.).
 FL0189
 FL0189.The modeled gravity was interpolated from observed gravity values.
 FL0189
 FL0189;                    North         East    Units  Estimated Accuracy
 FL0189;SPC TX N     - 1,158,380.      312,120.      MT  (+/- 180 meters Scaled)
 FL0189
 FL0189                          SUPERSEDED SURVEY CONTROL
 FL0189
 FL0189  NGVD 29 (??/??/92)  777.760  (m)         2551.70   (f) ADJ UNCH    1 2
 FL0189
 FL0189.Superseded values are not recommended for survey control.
 FL0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0189.See file dsdata.txt to determine how the superseded data were derived.
 FL0189
 FL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE851205(NAD 83)
 FL0189_MARKER: DB = BENCH MARK DISK
 FL0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0189_STAMPING: Q-139 1933
 FL0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0189+STABILITY: SURFACE MOTION
 FL0189
 FL0189  HISTORY     - Date     Condition        Report By
 FL0189  HISTORY     - 1933     MONUMENTED       CGS
 FL0189  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL0189
 FL0189                          STATION DESCRIPTION
 FL0189
 FL0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL0189'1.7 MI S FROM WHEELER.
 FL0189'1.7 MILES SOUTH OF WHEELER COUNTY COURT HOUSE AT WHEELER 54 FEET WEST
 FL0189'OF CENTER LINE OF HIGHWAY U.S. 83, 10 FEET SOUTH OF DRIVEWAY TO FARM
 FL0189'HOUSE 0.5 MILE WEST OF HIGHWAY.
 FL0189
 FL0189                          STATION RECOVERY (1962)
 FL0189
 FL0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0329 ***********************************************************************
 BQ0329  DESIGNATION -  Q 1390
 BQ0329  PID         -  BQ0329
 BQ0329  STATE/COUNTY-  TX/CULBERSON
 BQ0329  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0329
 BQ0329                         *CURRENT SURVEY CONTROL
 BQ0329  ___________________________________________________________________
 BQ0329* NAD 83(1986)-  30 59 50.     (N)    104 49 24.     (W)     SCALED    
 BQ0329* NAVD 88     -      1204.044  (meters)    3950.27   (feet)  ADJUSTED  
 BQ0329  ___________________________________________________________________
 BQ0329  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 BQ0329  DYNAMIC HT  -        1202.147 (meters)    3944.04  (feet)  COMP
 BQ0329  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 BQ0329
 BQ0329  VERT ORDER  -  FIRST     CLASS II
 BQ0329
 BQ0329.The horizontal coordinates were scaled from a topographic map and have
 BQ0329.an estimated accuracy of +/- 6 seconds.
 BQ0329
 BQ0329.The orthometric height was determined by differential leveling
 BQ0329.and adjusted by the National Geodetic Survey in June 1991..
 BQ0329
 BQ0329.The geoid height was determined by GEOID03.
 BQ0329
 BQ0329.The dynamic height is computed by dividing the NAVD 88
 BQ0329.geopotential number by the normal gravity value computed on the
 BQ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0329.degrees latitude (g = 980.6199 gals.).
 BQ0329
 BQ0329.The modeled gravity was interpolated from observed gravity values.
 BQ0329
 BQ0329;                    North         East    Units  Estimated Accuracy
 BQ0329;SPC TX C     - 3,156,150.      271,340.      MT  (+/- 180 meters Scaled)
 BQ0329
 BQ0329                          SUPERSEDED SURVEY CONTROL
 BQ0329
 BQ0329.No superseded survey control is available for this station.
 BQ0329
 BQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ168293(NAD 83)
 BQ0329_MARKER: I = METAL ROD
 BQ0329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0329_SP_SET: STAINLESS STEEL ROD
 BQ0329_STAMPING: Q 1390 1981
 BQ0329_MARK LOGO: NGS   
 BQ0329_PROJECTION: FLUSH
 BQ0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0329+STABILITY: POSITION/ELEVATION WELL
 BQ0329_ROD/PIPE-DEPTH: 7.3  meters
 BQ0329
 BQ0329  HISTORY     - Date     Condition        Report By
 BQ0329  HISTORY     - 1981     MONUMENTED       NGS
 BQ0329
 BQ0329                          STATION DESCRIPTION
 BQ0329
 BQ0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0329'4.4 KM (2.75 MI) SE FROM VAN HORN.
 BQ0329'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0329'WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 1.0 KM (0.6 MI) NORTHWEST OF A
 BQ0329'GRAVELED ROAD LEADING WEST, 18.6 METERS (61.0 FT) WEST OF THE
 BQ0329'CENTERLINE OF THE HIGHWAY, AND 14.5 METERS (47.5 FT) NORTHEAST OF A
 BQ0329'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BQ0329'CAP.  REFUSAL WAS REACHED AT 24.0 FT.
 BQ0329'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 BQ0329'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0552 ***********************************************************************
 CC0552  DESIGNATION -  Q 1391
 CC0552  PID         -  CC0552
 CC0552  STATE/COUNTY-  TX/REEVES
 CC0552  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0552
 CC0552                         *CURRENT SURVEY CONTROL
 CC0552  ___________________________________________________________________
 CC0552* NAD 83(1986)-  31 44 07.     (N)    103 49 51.     (W)     SCALED    
 CC0552* NAVD 88     -       854.204  (meters)    2802.50   (feet)  ADJUSTED  
 CC0552  ___________________________________________________________________
 CC0552  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CC0552  DYNAMIC HT  -         852.934 (meters)    2798.33  (feet)  COMP
 CC0552  MODELED GRAV-     979,126.5   (mgal)                       NAVD 88
 CC0552
 CC0552  VERT ORDER  -  FIRST     CLASS II
 CC0552
 CC0552.The horizontal coordinates were scaled from a topographic map and have
 CC0552.an estimated accuracy of +/- 6 seconds.
 CC0552
 CC0552.The orthometric height was determined by differential leveling
 CC0552.and adjusted by the National Geodetic Survey in June 1991..
 CC0552
 CC0552.The geoid height was determined by GEOID03.
 CC0552
 CC0552.The dynamic height is computed by dividing the NAVD 88
 CC0552.geopotential number by the normal gravity value computed on the
 CC0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0552.degrees latitude (g = 980.6199 gals.).
 CC0552
 CC0552.The modeled gravity was interpolated from observed gravity values.
 CC0552
 CC0552;                    North         East    Units  Estimated Accuracy
 CC0552;SPC TX C     - 3,234,530.      368,630.      MT  (+/- 180 meters Scaled)
 CC0552
 CC0552                          SUPERSEDED SURVEY CONTROL
 CC0552
 CC0552.No superseded survey control is available for this station.
 CC0552
 CC0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR107116(NAD 83)
 CC0552_MARKER: DB = BENCH MARK DISK
 CC0552_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0552_SP_SET: ABUTMENT
 CC0552_STAMPING: Q 1391 1981
 CC0552_MARK LOGO: NGS   
 CC0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0552+STABILITY: POSITION/ELEVATION WELL
 CC0552
 CC0552  HISTORY     - Date     Condition        Report By
 CC0552  HISTORY     - 1981     MONUMENTED       NGS
 CC0552
 CC0552                          STATION DESCRIPTION
 CC0552
 CC0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0552'12.2 KM (7.6 MI) SE FROM ORLA.
 CC0552'12.2 KM (7.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0552'WITH FARM ROAD 652 IN ORLA, IN TOP OF THE NORTHEAST END OF THE
 CC0552'SOUTHEAST ABUTMENT OF A BRIDGE OVER FOURMILE DRAW, AND 6.1 METERS
 CC0552'(20.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CC0552'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0831 ***********************************************************************
 CD0831  DESIGNATION -  Q 1392
 CD0831  PID         -  CD0831
 CD0831  STATE/COUNTY-  TX/HUDSPETH
 CD0831  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0831
 CD0831                         *CURRENT SURVEY CONTROL
 CD0831  ___________________________________________________________________
 CD0831* NAD 83(1986)-  31 50 44.     (N)    105 49 16.     (W)     SCALED    
 CD0831* NAVD 88     -      1623.214  (meters)    5325.49   (feet)  ADJUSTED  
 CD0831  ___________________________________________________________________
 CD0831  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CD0831  DYNAMIC HT  -        1620.657 (meters)    5317.11  (feet)  COMP
 CD0831  MODELED GRAV-     979,006.4   (mgal)                       NAVD 88
 CD0831
 CD0831  VERT ORDER  -  FIRST     CLASS II
 CD0831
 CD0831.The horizontal coordinates were scaled from a topographic map and have
 CD0831.an estimated accuracy of +/- 6 seconds.
 CD0831
 CD0831.The orthometric height was determined by differential leveling
 CD0831.and adjusted by the National Geodetic Survey in June 1991..
 CD0831
 CD0831.The geoid height was determined by GEOID03.
 CD0831
 CD0831.The dynamic height is computed by dividing the NAVD 88
 CD0831.geopotential number by the normal gravity value computed on the
 CD0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0831.degrees latitude (g = 980.6199 gals.).
 CD0831
 CD0831.The modeled gravity was interpolated from observed gravity values.
 CD0831
 CD0831;                    North         East    Units  Estimated Accuracy
 CD0831;SPC TX C     - 3,254,360.      180,790.      MT  (+/- 180 meters Scaled)
 CD0831
 CD0831                          SUPERSEDED SURVEY CONTROL
 CD0831
 CD0831.No superseded survey control is available for this station.
 CD0831
 CD0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR223236(NAD 83)
 CD0831_MARKER: DB = BENCH MARK DISK
 CD0831_SETTING: 66 = SET IN ROCK OUTCROP
 CD0831_SP_SET: ROCK OUTCROP
 CD0831_STAMPING: Q 1392 1981
 CD0831_MARK LOGO: NGS   
 CD0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0831+STABILITY: POSITION/ELEVATION WELL
 CD0831
 CD0831  HISTORY     - Date     Condition        Report By
 CD0831  HISTORY     - 1981     MONUMENTED       NGS
 CD0831
 CD0831                          STATION DESCRIPTION
 CD0831
 CD0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0831'60.1 KM (37.35 MI) EAST FROM EL PASO.
 CD0831'60.1 KM (37.35 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0831'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0831'22.5 METERS (74.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 CD0831'0.3 METER (1.0 FT) SOUTH OF A FENCE.
 CD0831'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 CD0831'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0760 ***********************************************************************
 CD0760  DESIGNATION -  Q 1393
 CD0760  PID         -  CD0760
 CD0760  STATE/COUNTY-  TX/HUDSPETH
 CD0760  USGS QUAD   -  ACALA (1972)
 CD0760
 CD0760                         *CURRENT SURVEY CONTROL
 CD0760  ___________________________________________________________________
 CD0760* NAD 83(1986)-  31 19 04.     (N)    105 53 58.     (W)     SCALED    
 CD0760* NAVD 88     -      1084.435  (meters)    3557.85   (feet)  ADJUSTED  
 CD0760  ___________________________________________________________________
 CD0760  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CD0760  DYNAMIC HT  -        1082.735 (meters)    3552.27  (feet)  COMP
 CD0760  MODELED GRAV-     979,036.5   (mgal)                       NAVD 88
 CD0760
 CD0760  VERT ORDER  -  FIRST     CLASS II
 CD0760
 CD0760.The horizontal coordinates were scaled from a topographic map and have
 CD0760.an estimated accuracy of +/- 6 seconds.
 CD0760
 CD0760.The orthometric height was determined by differential leveling
 CD0760.and adjusted by the National Geodetic Survey in June 1991..
 CD0760
 CD0760.The geoid height was determined by GEOID03.
 CD0760
 CD0760.The dynamic height is computed by dividing the NAVD 88
 CD0760.geopotential number by the normal gravity value computed on the
 CD0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0760.degrees latitude (g = 980.6199 gals.).
 CD0760
 CD0760.The modeled gravity was interpolated from observed gravity values.
 CD0760
 CD0760;                    North         East    Units  Estimated Accuracy
 CD0760;SPC TX C     - 3,196,290.      170,460.      MT  (+/- 180 meters Scaled)
 CD0760
 CD0760                          SUPERSEDED SURVEY CONTROL
 CD0760
 CD0760.No superseded survey control is available for this station.
 CD0760
 CD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ144651(NAD 83)
 CD0760_MARKER: DB = BENCH MARK DISK
 CD0760_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0760_SP_SET: ABUTMENT
 CD0760_STAMPING: Q 1393 1981
 CD0760_MARK LOGO: NGS   
 CD0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0760+STABILITY: POSITION/ELEVATION WELL
 CD0760
 CD0760  HISTORY     - Date     Condition        Report By
 CD0760  HISTORY     - 1981     MONUMENTED       NGS
 CD0760
 CD0760                          STATION DESCRIPTION
 CD0760
 CD0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0760'32.1 KM (19.95 MI) SE FROM FABENS.
 CD0760'32.1 KM (19.95 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CD0760'OFFICE IN FABENS, IN TOP OF AND 1.3 METERS (4.2 FT) NORTHEAST OF
 CD0760'THE SOUTHWEST END OF THE NORTHWEST BRIDGE ABUTMENT AND 5.3 METERS
 CD0760'(17.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 CD0760'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0789 ***********************************************************************
 CD0789  DESIGNATION -  Q 1394
 CD0789  PID         -  CD0789
 CD0789  STATE/COUNTY-  TX/HUDSPETH
 CD0789  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0789
 CD0789                         *CURRENT SURVEY CONTROL
 CD0789  ___________________________________________________________________
 CD0789* NAD 83(1986)-  31 11 32.     (N)    105 31 58.     (W)     SCALED    
 CD0789* NAVD 88     -      1320.005  (meters)    4330.72   (feet)  ADJUSTED  
 CD0789  ___________________________________________________________________
 CD0789  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CD0789  DYNAMIC HT  -        1317.919 (meters)    4323.87  (feet)  COMP
 CD0789  MODELED GRAV-     979,014.2   (mgal)                       NAVD 88
 CD0789
 CD0789  VERT ORDER  -  FIRST     CLASS II
 CD0789
 CD0789.The horizontal coordinates were scaled from a topographic map and have
 CD0789.an estimated accuracy of +/- 6 seconds.
 CD0789
 CD0789.The orthometric height was determined by differential leveling
 CD0789.and adjusted by the National Geodetic Survey in June 1991..
 CD0789
 CD0789.The geoid height was determined by GEOID03.
 CD0789
 CD0789.The dynamic height is computed by dividing the NAVD 88
 CD0789.geopotential number by the normal gravity value computed on the
 CD0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0789.degrees latitude (g = 980.6199 gals.).
 CD0789
 CD0789.The modeled gravity was interpolated from observed gravity values.
 CD0789
 CD0789;                    North         East    Units  Estimated Accuracy
 CD0789;SPC TX C     - 3,180,690.      204,670.      MT  (+/- 180 meters Scaled)
 CD0789
 CD0789                          SUPERSEDED SURVEY CONTROL
 CD0789
 CD0789.No superseded survey control is available for this station.
 CD0789
 CD0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ492510(NAD 83)
 CD0789_MARKER: I = METAL ROD
 CD0789_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0789_SP_SET: STAINLESS STEEL ROD
 CD0789_STAMPING: Q 1394 1981
 CD0789_MARK LOGO: NGS   
 CD0789_PROJECTION: FLUSH
 CD0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0789+STABILITY: POSITION/ELEVATION WELL
 CD0789_ROD/PIPE-DEPTH: 7.6  meters
 CD0789
 CD0789  HISTORY     - Date     Condition        Report By
 CD0789  HISTORY     - 1981     MONUMENTED       NGS
 CD0789  HISTORY     - 1990     GOOD             USPSQD
 CD0789
 CD0789                          STATION DESCRIPTION
 CD0789
 CD0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0789'19.2 KM (11.9 MI) NW FROM SIERRA BLANCA.
 CD0789'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0789'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0789'SOUTH ALONG A GRAVELED ROAD, THENCE 12.7 KM (7.9 MI) NORTHWESTERLY
 CD0789'ALONG INTERSTATE HIGHWAY 10, 0.9 KM (0.55 MI) EAST OF MILEPOST 95,
 CD0789'0.1 KM (0.05 MI) WEST OF A TEXACO SERVICE STATION, 25.9 METERS
 CD0789'(85.0 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 18.6 METERS
 CD0789'(61.0 FT) WEST OF THE CENTER OF A TRACK ROAD LEADING SOUTH AND 17.2
 CD0789'METERS (56.4 FT) SOUTHWEST OF THE WEST END OF A 24-INCH PIPE CULVERT.
 CD0789'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0789'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST AND FENCE
 CD0789'THE MARK IS 0.5 M BELOW THE ROAD.
 CD0789
 CD0789                          STATION RECOVERY (1990)
 CD0789
 CD0789'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0871 ***********************************************************************
 CD0871  DESIGNATION -  Q 1395
 CD0871  PID         -  CD0871
 CD0871  STATE/COUNTY-  TX/CULBERSON
 CD0871  USGS QUAD   -  BORACHO (1970)
 CD0871
 CD0871                         *CURRENT SURVEY CONTROL
 CD0871  ___________________________________________________________________
 CD0871* NAD 83(1986)-  31 03 51.     (N)    104 29 05.     (W)     SCALED    
 CD0871* NAVD 88     -      1259.138  (meters)    4131.02   (feet)  ADJUSTED  
 CD0871  ___________________________________________________________________
 CD0871  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 CD0871  DYNAMIC HT  -        1257.183 (meters)    4124.61  (feet)  COMP
 CD0871  MODELED GRAV-     979,044.3   (mgal)                       NAVD 88
 CD0871
 CD0871  VERT ORDER  -  FIRST     CLASS II
 CD0871
 CD0871.The horizontal coordinates were scaled from a topographic map and have
 CD0871.an estimated accuracy of +/- 6 seconds.
 CD0871
 CD0871.The orthometric height was determined by differential leveling
 CD0871.and adjusted by the National Geodetic Survey in June 1991..
 CD0871
 CD0871.The geoid height was determined by GEOID03.
 CD0871
 CD0871.The dynamic height is computed by dividing the NAVD 88
 CD0871.geopotential number by the normal gravity value computed on the
 CD0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0871.degrees latitude (g = 980.6199 gals.).
 CD0871
 CD0871.The modeled gravity was interpolated from observed gravity values.
 CD0871
 CD0871;                    North         East    Units  Estimated Accuracy
 CD0871;SPC TX C     - 3,162,310.      303,930.      MT  (+/- 180 meters Scaled)
 CD0871
 CD0871                          SUPERSEDED SURVEY CONTROL
 CD0871
 CD0871.No superseded survey control is available for this station.
 CD0871
 CD0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ491368(NAD 83)
 CD0871_MARKER: I = METAL ROD
 CD0871_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0871_SP_SET: STAINLESS STEEL ROD
 CD0871_STAMPING: Q 1395 1981
 CD0871_MARK LOGO: NGS   
 CD0871_PROJECTION: FLUSH
 CD0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0871_ROD/PIPE-DEPTH: 4.6  meters
 CD0871
 CD0871  HISTORY     - Date     Condition        Report By
 CD0871  HISTORY     - 1981     MONUMENTED       NGS
 CD0871
 CD0871                          STATION DESCRIPTION
 CD0871
 CD0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0871'25.6 KM (15.9 MI) WEST FROM KENT.
 CD0871'25.6 KM (15.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0871'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 1.2
 CD0871'KM (0.75 MI) EAST OF MILE POST 160, 0.4 KM (0.25 MI) WEST OF MILE
 CD0871'POST 161, 87.0 METERS (285.5 FT) EAST OF THE SOUTH LEG OF A HIGHWAY
 CD0871'INFORMATION SIGN, AND 38.2 METERS (125.3 FT) SOUTH OF THE CENTERLINE
 CD0871'OF THE EAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 CD0871'POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0871'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CD0871'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0895 ***********************************************************************
 CD0895  DESIGNATION -  Q 1396
 CD0895  PID         -  CD0895
 CD0895  STATE/COUNTY-  TX/REEVES
 CD0895  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0895
 CD0895                         *CURRENT SURVEY CONTROL
 CD0895  ___________________________________________________________________
 CD0895* NAD 83(1986)-  31 05 23.     (N)    104 03 09.     (W)     SCALED    
 CD0895* NAVD 88     -      1208.645  (meters)    3965.36   (feet)  ADJUSTED  
 CD0895  ___________________________________________________________________
 CD0895  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CD0895  DYNAMIC HT  -        1206.789 (meters)    3959.27  (feet)  COMP
 CD0895  MODELED GRAV-     979,062.4   (mgal)                       NAVD 88
 CD0895
 CD0895  VERT ORDER  -  FIRST     CLASS II
 CD0895
 CD0895.The horizontal coordinates were scaled from a topographic map and have
 CD0895.an estimated accuracy of +/- 6 seconds.
 CD0895
 CD0895.The orthometric height was determined by differential leveling
 CD0895.and adjusted by the National Geodetic Survey in June 1991..
 CD0895
 CD0895.The geoid height was determined by GEOID03.
 CD0895
 CD0895.The dynamic height is computed by dividing the NAVD 88
 CD0895.geopotential number by the normal gravity value computed on the
 CD0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0895.degrees latitude (g = 980.6199 gals.).
 CD0895
 CD0895.The modeled gravity was interpolated from observed gravity values.
 CD0895
 CD0895;                    North         East    Units  Estimated Accuracy
 CD0895;SPC TX C     - 3,163,680.      345,240.      MT  (+/- 180 meters Scaled)
 CD0895
 CD0895                          SUPERSEDED SURVEY CONTROL
 CD0895
 CD0895.No superseded survey control is available for this station.
 CD0895
 CD0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ903399(NAD 83)
 CD0895_MARKER: DB = BENCH MARK DISK
 CD0895_SETTING: 66 = SET IN ROCK OUTCROP
 CD0895_SP_SET: ROCK OUTCROP
 CD0895_STAMPING: Q 1396 1981
 CD0895_MARK LOGO: NGS   
 CD0895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0895+STABILITY: POSITION/ELEVATION WELL
 CD0895
 CD0895  HISTORY     - Date     Condition        Report By
 CD0895  HISTORY     - 1981     MONUMENTED       NGS
 CD0895
 CD0895                          STATION DESCRIPTION
 CD0895
 CD0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0895'16.4 KM (10.2 MI) EAST FROM KENT.
 CD0895'16.1 KM (10.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0895'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, THENCE
 CD0895'0.3 KM (0.2 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20, IN THE
 CD0895'TOP OF A 3X6 FT EXPOSED AREA OF BEDROCK, 19.5 METERS (64.0 FT)
 CD0895'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 CD0895'AND 12.3 METERS (40.4 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 CD0895'BRIDGE NUMBER 3-5-87-50.
 CD0895'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CD0895'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0598 ***********************************************************************
 CC0598  DESIGNATION -  Q 1397
 CC0598  PID         -  CC0598
 CC0598  STATE/COUNTY-  TX/REEVES
 CC0598  USGS QUAD   -  HERMOSA SW (1970)
 CC0598
 CC0598                         *CURRENT SURVEY CONTROL
 CC0598  ___________________________________________________________________
 CC0598* NAD 83(1986)-  31 20 33.     (N)    103 44 02.     (W)     SCALED    
 CC0598* NAVD 88     -       863.477  (meters)    2832.92   (feet)  ADJUSTED  
 CC0598  ___________________________________________________________________
 CC0598  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CC0598  DYNAMIC HT  -         862.200 (meters)    2828.73  (feet)  COMP
 CC0598  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 CC0598
 CC0598  VERT ORDER  -  FIRST     CLASS II
 CC0598
 CC0598.The horizontal coordinates were scaled from a topographic map and have
 CC0598.an estimated accuracy of +/- 6 seconds.
 CC0598
 CC0598.The orthometric height was determined by differential leveling
 CC0598.and adjusted by the National Geodetic Survey in June 1991..
 CC0598
 CC0598.The geoid height was determined by GEOID03.
 CC0598
 CC0598.The dynamic height is computed by dividing the NAVD 88
 CC0598.geopotential number by the normal gravity value computed on the
 CC0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0598.degrees latitude (g = 980.6199 gals.).
 CC0598
 CC0598.The modeled gravity was interpolated from observed gravity values.
 CC0598
 CC0598;                    North         East    Units  Estimated Accuracy
 CC0598;SPC TX C     - 3,190,720.      376,480.      MT  (+/- 180 meters Scaled)
 CC0598
 CC0598                          SUPERSEDED SURVEY CONTROL
 CC0598
 CC0598.No superseded survey control is available for this station.
 CC0598
 CC0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ204682(NAD 83)
 CC0598_MARKER: I = METAL ROD
 CC0598_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0598+WITH SETTING: INFORMATION.
 CC0598_SP_SET: SHALLOW SET METAL ROD
 CC0598_STAMPING: Q 1397 1981
 CC0598_MARK LOGO: NGS   
 CC0598_PROJECTION: FLUSH
 CC0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0598_ROD/PIPE-DEPTH: 2.4  meters
 CC0598
 CC0598  HISTORY     - Date     Condition        Report By
 CC0598  HISTORY     - 1981     MONUMENTED       NGS
 CC0598  HISTORY     - 20001215 POOR             USPSQD
 CC0598  HISTORY     - 20030908 POOR             USPSQD
 CC0598
 CC0598                          STATION DESCRIPTION
 CC0598
 CC0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0598'6.4 KM (3.95 MI) NE FROM TOYAH.
 CC0598'6.4 KM (3.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0598'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.7 KM (0.45 MILE NORTHEAST
 CC0598'OF MILE POST 26, 0.9 KM (0.55 MI) SOUTHWEST OF MILE POST 27 AND A
 CC0598'BRIDGE, 34.1 METERS (112.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 CC0598'OF THE EAST BOUND LANES OF THE HIGHWAY, AND 16.3 METERS (53.4 FT)
 CC0598'NORTHEAST OF A UTILITY POLE.  NOTE=ROD WAS DRIVEN TO REFUSAL AT 8.0
 CC0598'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0598'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST AND FENCE
 CC0598'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0598
 CC0598                          STATION RECOVERY (2000)
 CC0598
 CC0598'RECOVERY NOTE BY US POWER SQUADRON 2000 (JPM)
 CC0598'MARK RECOVERED IN POOR CONDITION.
 CC0598
 CC0598                          STATION RECOVERY (2003)
 CC0598
 CC0598'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 CC0598'WITNESS POST AND SIGN IN FAIR CONDITION.TAG NUMBERS SOMEWHAT
 CC0598'DISFIGURED DO TO ROAD MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0354 ***********************************************************************
 BQ0354  DESIGNATION -  Q 1398
 BQ0354  PID         -  BQ0354
 BQ0354  STATE/COUNTY-  TX/PRESIDIO
 BQ0354  USGS QUAD   -  RYAN (1983)
 BQ0354
 BQ0354                         *CURRENT SURVEY CONTROL
 BQ0354  ___________________________________________________________________
 BQ0354* NAD 83(1986)-  30 26 08.     (N)    104 18 24.     (W)     SCALED    
 BQ0354* NAVD 88     -      1444.640  (meters)    4739.62   (feet)  ADJUSTED  
 BQ0354  ___________________________________________________________________
 BQ0354  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BQ0354  DYNAMIC HT  -        1442.222 (meters)    4731.69  (feet)  COMP
 BQ0354  MODELED GRAV-     978,917.5   (mgal)                       NAVD 88
 BQ0354
 BQ0354  VERT ORDER  -  FIRST     CLASS II
 BQ0354
 BQ0354.The horizontal coordinates were scaled from a topographic map and have
 BQ0354.an estimated accuracy of +/- 6 seconds.
 BQ0354
 BQ0354.The orthometric height was determined by differential leveling
 BQ0354.and adjusted by the National Geodetic Survey in June 1991..
 BQ0354
 BQ0354.The geoid height was determined by GEOID03.
 BQ0354
 BQ0354.The dynamic height is computed by dividing the NAVD 88
 BQ0354.geopotential number by the normal gravity value computed on the
 BQ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0354.degrees latitude (g = 980.6199 gals.).
 BQ0354
 BQ0354.The modeled gravity was interpolated from observed gravity values.
 BQ0354
 BQ0354;                    North         East    Units  Estimated Accuracy
 BQ0354;SPC TXSC     - 4,299,980.       90,380.      MT  (+/- 180 meters Scaled)
 BQ0354
 BQ0354                          SUPERSEDED SURVEY CONTROL
 BQ0354
 BQ0354.No superseded survey control is available for this station.
 BQ0354
 BQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP665672(NAD 83)
 BQ0354_MARKER: I = METAL ROD
 BQ0354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0354_SP_SET: STAINLESS STEEL ROD
 BQ0354_STAMPING: Q 1398 1981
 BQ0354_MARK LOGO: NGS   
 BQ0354_PROJECTION: FLUSH
 BQ0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0354+STABILITY: POSITION/ELEVATION WELL
 BQ0354_ROD/PIPE-DEPTH: 6.1  meters
 BQ0354
 BQ0354  HISTORY     - Date     Condition        Report By
 BQ0354  HISTORY     - 1981     MONUMENTED       NGS
 BQ0354  HISTORY     - 1989     GOOD             USPSQD
 BQ0354  HISTORY     - 19961009 GOOD             USPSQD
 BQ0354
 BQ0354                          STATION DESCRIPTION
 BQ0354
 BQ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0354'25.1 KM (15.6 MI) SE FROM VALENTINE.
 BQ0354'25.1 KM (15.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0354'IN VALENTINE, 0.6 KM (0.4 MI) SOUTHEAST OF RAILROAD MILE POST 653,
 BQ0354'18.3 METERS (60.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.0
 BQ0354'METERS (49.1 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A
 BQ0354'3-CHANNEL CONCRETE CULVERT, AND 0.3 METER (1.0 FT) NORTHEAST OF A
 BQ0354'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0354'REFUSAL WAS REACHED AT 20.0 FT.
 BQ0354'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BQ0354'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0354
 BQ0354                          STATION RECOVERY (1989)
 BQ0354
 BQ0354'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0354'RECOVERED IN GOOD CONDITION.
 BQ0354
 BQ0354                          STATION RECOVERY (1996)
 BQ0354
 BQ0354'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0387 ***********************************************************************
 BQ0387  DESIGNATION -  Q 1399
 BQ0387  PID         -  BQ0387
 BQ0387  STATE/COUNTY-  TX/PRESIDIO
 BQ0387  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0387
 BQ0387                         *CURRENT SURVEY CONTROL
 BQ0387  ___________________________________________________________________
 BQ0387* NAD 83(1986)-  30 06 52.     (N)    104 08 17.     (W)     SCALED    
 BQ0387* NAVD 88     -      1427.607  (meters)    4683.74   (feet)  ADJUSTED  
 BQ0387  ___________________________________________________________________
 BQ0387  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BQ0387  DYNAMIC HT  -        1425.206 (meters)    4675.86  (feet)  COMP
 BQ0387  MODELED GRAV-     978,910.3   (mgal)                       NAVD 88
 BQ0387
 BQ0387  VERT ORDER  -  FIRST     CLASS II
 BQ0387
 BQ0387.The horizontal coordinates were scaled from a topographic map and have
 BQ0387.an estimated accuracy of +/- 6 seconds.
 BQ0387
 BQ0387.The orthometric height was determined by differential leveling
 BQ0387.and adjusted by the National Geodetic Survey in June 1991..
 BQ0387
 BQ0387.The geoid height was determined by GEOID03.
 BQ0387
 BQ0387.The dynamic height is computed by dividing the NAVD 88
 BQ0387.geopotential number by the normal gravity value computed on the
 BQ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0387.degrees latitude (g = 980.6199 gals.).
 BQ0387
 BQ0387.The modeled gravity was interpolated from observed gravity values.
 BQ0387
 BQ0387;                    North         East    Units  Estimated Accuracy
 BQ0387;SPC TXSC     - 4,263,690.      105,000.      MT  (+/- 180 meters Scaled)
 BQ0387
 BQ0387                          SUPERSEDED SURVEY CONTROL
 BQ0387
 BQ0387.No superseded survey control is available for this station.
 BQ0387
 BQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP830317(NAD 83)
 BQ0387_MARKER: DB = BENCH MARK DISK
 BQ0387_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0387_SP_SET: ROCK OUTCROP
 BQ0387_STAMPING: Q 1399 1981
 BQ0387_MARK LOGO: NGS   
 BQ0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0387+STABILITY: POSITION/ELEVATION WELL
 BQ0387
 BQ0387  HISTORY     - Date     Condition        Report By
 BQ0387  HISTORY     - 1981     MONUMENTED       NGS
 BQ0387  HISTORY     - 1990     GOOD             USPSQD
 BQ0387  HISTORY     - 19961010 GOOD             USPSQD
 BQ0387
 BQ0387                          STATION DESCRIPTION
 BQ0387
 BQ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0387'24.4 KM (15.15 MI) SOUT FROM MARFA.
 BQ0387'24.4 KM (15.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0387'WITH U.S. HIGHWAY 90 IN MARFA, IN THE TOP CENTER OF A 5X5 FOOT
 BQ0387'EXPOSED AREA OF ROCK OUTCROPPING, 0.5 KM (0.3 MI) SOUTHWEST OF A
 BQ0387'FIELD ROAD CROSSING, 47.9 METERS (157.0 FT) NORTHEAST OF THE
 BQ0387'NORTHEAST CORNER OF A CONCRETE BOX CULVERT, 13.6 METERS (44.6 FT)
 BQ0387'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.8 METERS (5.9 FT)
 BQ0387'SOUTHEAST OF A FENCE.
 BQ0387'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BQ0387'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0387
 BQ0387                          STATION RECOVERY (1990)
 BQ0387
 BQ0387'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0387'RECOVERED IN GOOD CONDITION.
 BQ0387
 BQ0387                          STATION RECOVERY (1996)
 BQ0387
 BQ0387'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0611 ***********************************************************************
 CU0611  DESIGNATION -  Q 14
 CU0611  PID         -  CU0611
 CU0611  STATE/COUNTY-  TX/HOWARD
 CU0611  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0611
 CU0611                         *CURRENT SURVEY CONTROL
 CU0611  ___________________________________________________________________
 CU0611* NAD 83(1986)-  32 10 01.     (N)    101 41 06.     (W)     SCALED    
 CU0611* NAVD 88     -       753.989  (meters)    2473.71   (feet)  ADJUSTED  
 CU0611  ___________________________________________________________________
 CU0611  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 CU0611  DYNAMIC HT  -         752.950 (meters)    2470.30  (feet)  COMP
 CU0611  MODELED GRAV-     979,237.5   (mgal)                       NAVD 88
 CU0611
 CU0611  VERT ORDER  -  FIRST     CLASS II
 CU0611
 CU0611.The horizontal coordinates were scaled from a topographic map and have
 CU0611.an estimated accuracy of +/- 6 seconds.
 CU0611
 CU0611.The orthometric height was determined by differential leveling
 CU0611.and adjusted by the National Geodetic Survey in June 1991..
 CU0611
 CU0611.The geoid height was determined by GEOID03.
 CU0611
 CU0611.The dynamic height is computed by dividing the NAVD 88
 CU0611.geopotential number by the normal gravity value computed on the
 CU0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0611.degrees latitude (g = 980.6199 gals.).
 CU0611
 CU0611.The modeled gravity was interpolated from observed gravity values.
 CU0611
 CU0611;                    North         East    Units  Estimated Accuracy
 CU0611;SPC TXNC     - 2,060,030.      299,640.      MT  (+/- 180 meters Scaled)
 CU0611
 CU0611                          SUPERSEDED SURVEY CONTROL
 CU0611
 CU0611  NGVD 29 (??/??/92)  753.699  (m)         2472.76   (f) ADJ UNCH    1 2
 CU0611
 CU0611.Superseded values are not recommended for survey control.
 CU0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0611.See file dsdata.txt to determine how the superseded data were derived.
 CU0611
 CU0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA468621(NAD 83)
 CU0611_MARKER: P = PIPE CAP
 CU0611_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0611_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0611_STAMPING: Q 14 EL 2472.869 FT 1933
 CU0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0611
 CU0611  HISTORY     - Date     Condition        Report By
 CU0611  HISTORY     - 1933     MONUMENTED       CGS
 CU0611  HISTORY     - 1956     GOOD             NGS
 CU0611  HISTORY     - 1966     MARK NOT FOUND   USGS
 CU0611  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0611
 CU0611                          STATION DESCRIPTION
 CU0611
 CU0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0611'6.55 MI NE FROM STANTON.
 CU0611'6.55 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0611'STATION AT STANTON, AT A PRIVATE ROAD CROSSING, 67 FEET SOUTHEAST OF
 CU0611'THE CENTER LINE OF THE SOUTHEAST TRAFFIC LANE OF U.S. HIGHWAY 80, 30
 CU0611'FEET NORTHWEST OF THE NORTHWEST RAIL, 33 FEET NORTHEAST OF THE CENTER
 CU0611'LINE OF A PRIVATE ROAD, 2.3 FEET SOUTHEAST OF A WITNESS POST, 0.15
 CU0611'MILE NORTHEAST OF TRESTLE 527.8, SCREWED ON THE TOP OF A 3 1/2 INCH
 CU0611'IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0611
 CU0611                          STATION RECOVERY (1966)
 CU0611
 CU0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU0611'MARK NOT FOUND.
 CU0611
 CU0611                          STATION RECOVERY (1982)
 CU0611
 CU0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0145 ***********************************************************************
 EN0145  DESIGNATION -  Q 140
 EN0145  PID         -  EN0145
 EN0145  STATE/COUNTY-  TX/HALL
 EN0145  USGS QUAD   -  TURKEY (1981)
 EN0145
 EN0145                         *CURRENT SURVEY CONTROL
 EN0145  ___________________________________________________________________
 EN0145* NAD 83(1986)-  34 24 00.     (N)    100 59 21.     (W)     SCALED    
 EN0145* NAVD 88     -       754.115  (meters)    2474.13   (feet)  ADJUSTED  
 EN0145  ___________________________________________________________________
 EN0145  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 EN0145  DYNAMIC HT  -         753.212 (meters)    2471.16  (feet)  COMP
 EN0145  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 EN0145
 EN0145  VERT ORDER  -  FIRST     CLASS II
 EN0145
 EN0145.The horizontal coordinates were scaled from a topographic map and have
 EN0145.an estimated accuracy of +/- 6 seconds.
 EN0145
 EN0145.The orthometric height was determined by differential leveling
 EN0145.and adjusted by the National Geodetic Survey in June 1991..
 EN0145
 EN0145.The geoid height was determined by GEOID03.
 EN0145
 EN0145.The dynamic height is computed by dividing the NAVD 88
 EN0145.geopotential number by the normal gravity value computed on the
 EN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0145.degrees latitude (g = 980.6199 gals.).
 EN0145
 EN0145.The modeled gravity was interpolated from observed gravity values.
 EN0145
 EN0145;                    North         East    Units  Estimated Accuracy
 EN0145;SPC TX N     - 1,044,500.      246,970.      MT  (+/- 180 meters Scaled)
 EN0145
 EN0145                          SUPERSEDED SURVEY CONTROL
 EN0145
 EN0145  NGVD 29 (??/??/92)  753.798  (m)         2473.09   (f) ADJ UNCH    1 2
 EN0145
 EN0145.Superseded values are not recommended for survey control.
 EN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0145.See file dsdata.txt to determine how the superseded data were derived.
 EN0145
 EN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD171083(NAD 83)
 EN0145_MARKER: DB = BENCH MARK DISK
 EN0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0145_STAMPING: Q 140 1933
 EN0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0145+STABILITY: SURFACE MOTION
 EN0145
 EN0145  HISTORY     - Date     Condition        Report By
 EN0145  HISTORY     - 1933     MONUMENTED       CGS
 EN0145  HISTORY     - 1934     GOOD             NGS
 EN0145
 EN0145                          STATION DESCRIPTION
 EN0145
 EN0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0145'5.2 MI W FROM TURKEY.
 EN0145'5.2 MILES WEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0145'STATION AT TURKEY, HALL COUNTY, AT STATION 1954+00 (MILEAGE 274.05),
 EN0145'ABOUT 3 RAILS EAST OF A PUBLIC-ROAD CROSSING, ABOUT 3-3/4 RAILS EAST
 EN0145'OF SIGN P 274.08, ABOUT 2-1/4 RAILS EAST OF SIGN P 274.07, 56 FEET
 EN0145'SOUTH OF THE TRACK, 66 FEET EAST OF A CORNER IN THE RIGHT-OF-WAY
 EN0145'FENCE, AND 15 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 EN0145'2473.086 Q 140 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EN0145'ABOUT 4 INCHES ABOVE GROUND.
 EN0145
 EN0145                          STATION RECOVERY (1934)
 EN0145
 EN0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0228 ***********************************************************************
 BB0228  DESIGNATION -  Q 1400
 BB0228  PID         -  BB0228
 BB0228  STATE/COUNTY-  TX/PRESIDIO
 BB0228  USGS QUAD   -  CIENEGUITA (1983)
 BB0228
 BB0228                         *CURRENT SURVEY CONTROL
 BB0228  ___________________________________________________________________
 BB0228* NAD 83(1986)-  29 52 45.     (N)    104 16 38.     (W)     SCALED    
 BB0228* NAVD 88     -      1322.624  (meters)    4339.31   (feet)  ADJUSTED  
 BB0228  ___________________________________________________________________
 BB0228  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BB0228  DYNAMIC HT  -        1320.396 (meters)    4332.00  (feet)  COMP
 BB0228  MODELED GRAV-     978,911.6   (mgal)                       NAVD 88
 BB0228
 BB0228  VERT ORDER  -  FIRST     CLASS II
 BB0228
 BB0228.The horizontal coordinates were scaled from a topographic map and have
 BB0228.an estimated accuracy of +/- 6 seconds.
 BB0228
 BB0228.The orthometric height was determined by differential leveling
 BB0228.and adjusted by the National Geodetic Survey in June 1991..
 BB0228
 BB0228.The geoid height was determined by GEOID03.
 BB0228
 BB0228.The dynamic height is computed by dividing the NAVD 88
 BB0228.geopotential number by the normal gravity value computed on the
 BB0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0228.degrees latitude (g = 980.6199 gals.).
 BB0228
 BB0228.The modeled gravity was interpolated from observed gravity values.
 BB0228
 BB0228;                    North         East    Units  Estimated Accuracy
 BB0228;SPC TXSC     - 4,238,230.       90,420.      MT  (+/- 180 meters Scaled)
 BB0228
 BB0228                          SUPERSEDED SURVEY CONTROL
 BB0228
 BB0228.No superseded survey control is available for this station.
 BB0228
 BB0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP697056(NAD 83)
 BB0228_MARKER: DB = BENCH MARK DISK
 BB0228_SETTING: 66 = SET IN ROCK OUTCROP
 BB0228_SP_SET: ROCK OUTCROP
 BB0228_STAMPING: Q 1400 1981
 BB0228_MARK LOGO: NGS   
 BB0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0228+STABILITY: POSITION/ELEVATION WELL
 BB0228
 BB0228  HISTORY     - Date     Condition        Report By
 BB0228  HISTORY     - 1981     MONUMENTED       NGS
 BB0228  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0228
 BB0228                          STATION DESCRIPTION
 BB0228
 BB0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0228'8.2 KM (5.2 MI) NE FROM SHAFTER.
 BB0228'8.2 KM (5.1 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0228'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.6 KM (0.35 MI)
 BB0228'SOUTHWEST OF A GRAVELED ROAD LEADING EAST TO THE RICK TATE RANCH,
 BB0228'AT ELEPHANT ROCK AND A POWERLINE CROSSING, IN TOP OF THE NORTHEAST
 BB0228'END OF A 4X6 FOOT EXPOSED AREA OF ROCK OUTCROPPING THAT PROJECTS
 BB0228'0.3 METER (1.0 FT), 45.7 METERS (150.0 FT) EAST AND ACROSS THE HIGHWAY
 BB0228'FROM THE SOUTHEAST POST OF SIGN (ELEPHANT ROCK), 13.3 METERS (43.5 FT)
 BB0228'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.7 METERS (12.2 FT)
 BB0228'NORTHWEST OF A FENCE.
 BB0228'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BB0228'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 BB0228
 BB0228                          STATION RECOVERY (1996)
 BB0228
 BB0228'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0698 ***********************************************************************
 BP0698  DESIGNATION -  Q 1401
 BP0698  PID         -  BP0698
 BP0698  STATE/COUNTY-  TX/BREWSTER
 BP0698  USGS QUAD   -  PAISANO (1972)
 BP0698
 BP0698                         *CURRENT SURVEY CONTROL
 BP0698  ___________________________________________________________________
 BP0698* NAD 83(1986)-  30 17 21.     (N)    103 47 39.     (W)     SCALED    
 BP0698* NAVD 88     -      1537.997  (meters)    5045.91   (feet)  ADJUSTED  
 BP0698  ___________________________________________________________________
 BP0698  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 BP0698  DYNAMIC HT  -        1535.445 (meters)    5037.54  (feet)  COMP
 BP0698  MODELED GRAV-     978,927.3   (mgal)                       NAVD 88
 BP0698
 BP0698  VERT ORDER  -  FIRST     CLASS II
 BP0698
 BP0698.The horizontal coordinates were scaled from a topographic map and have
 BP0698.an estimated accuracy of +/- 6 seconds.
 BP0698
 BP0698.The orthometric height was determined by differential leveling
 BP0698.and adjusted by the National Geodetic Survey in June 1991..
 BP0698
 BP0698.The geoid height was determined by GEOID03.
 BP0698
 BP0698.The dynamic height is computed by dividing the NAVD 88
 BP0698.geopotential number by the normal gravity value computed on the
 BP0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0698.degrees latitude (g = 980.6199 gals.).
 BP0698
 BP0698.The modeled gravity was interpolated from observed gravity values.
 BP0698
 BP0698;                    North         East    Units  Estimated Accuracy
 BP0698;SPC TXSC     - 4,281,640.      138,900.      MT  (+/- 180 meters Scaled)
 BP0698
 BP0698                          SUPERSEDED SURVEY CONTROL
 BP0698
 BP0698.No superseded survey control is available for this station.
 BP0698
 BP0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP159514(NAD 83)
 BP0698_MARKER: DB = BENCH MARK DISK
 BP0698_SETTING: 66 = SET IN ROCK OUTCROP
 BP0698_SP_SET: ROCK OUTCROP
 BP0698_STAMPING: Q 1401 1981
 BP0698_MARK LOGO: NGS   
 BP0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0698+STABILITY: POSITION/ELEVATION WELL
 BP0698
 BP0698  HISTORY     - Date     Condition        Report By
 BP0698  HISTORY     - 1981     MONUMENTED       NGS
 BP0698
 BP0698                          STATION DESCRIPTION
 BP0698
 BP0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0698'18.2 KM (11.3 MI) SW FROM ALPINE.
 BP0698'2.9 KM (1.8 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0698'RAILROAD STATION IN ALPINE, THENCE 15.3 KM (9.5 MI) WESTERLY ALONG
 BP0698'U.S. HIGHWAYS 67 AND 90, 0.5 KM (0.3 MI) SOUTHEAST OF A PAVED ROAD
 BP0698'LEADING TO THE PAISANO BAPTIST ENCAMPMENT, AT THE NORTHWEST END OF A
 BP0698'CUT BANK OF THE OLD HIGHWAY, ABOUT 3.0 METERS (9.8 FT) ABOVE THE OLD
 BP0698'HIGHWAY, IN A 6 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 25.9
 BP0698'METERS (85.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.5
 BP0698'METERS (34.4 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY AND
 BP0698'1.8 METERS (5.9 FT) SOUTH-SOUTHWEST OF A FENCE.
 BP0698'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 BP0698'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0722 ***********************************************************************
 BP0722  DESIGNATION -  Q 1402
 BP0722  PID         -  BP0722
 BP0722  STATE/COUNTY-  TX/BREWSTER
 BP0722  USGS QUAD   -  DUGOUT MOUNTAIN (1983)
 BP0722
 BP0722                         *CURRENT SURVEY CONTROL
 BP0722  ___________________________________________________________________
 BP0722* NAD 83(1986)-  30 14 31.     (N)    103 23 01.     (W)     SCALED    
 BP0722* NAVD 88     -      1333.966  (meters)    4376.52   (feet)  ADJUSTED  
 BP0722  ___________________________________________________________________
 BP0722  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 BP0722  DYNAMIC HT  -        1331.773 (meters)    4369.33  (feet)  COMP
 BP0722  MODELED GRAV-     978,951.7   (mgal)                       NAVD 88
 BP0722
 BP0722  VERT ORDER  -  FIRST     CLASS II
 BP0722
 BP0722.The horizontal coordinates were scaled from a topographic map and have
 BP0722.an estimated accuracy of +/- 6 seconds.
 BP0722
 BP0722.The orthometric height was determined by differential leveling
 BP0722.and adjusted by the National Geodetic Survey in June 1991..
 BP0722
 BP0722.The geoid height was determined by GEOID03.
 BP0722
 BP0722.The dynamic height is computed by dividing the NAVD 88
 BP0722.geopotential number by the normal gravity value computed on the
 BP0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0722.degrees latitude (g = 980.6199 gals.).
 BP0722
 BP0722.The modeled gravity was interpolated from observed gravity values.
 BP0722
 BP0722;                    North         East    Units  Estimated Accuracy
 BP0722;SPC TXSC     - 4,274,860.      178,180.      MT  (+/- 180 meters Scaled)
 BP0722
 BP0722                          SUPERSEDED SURVEY CONTROL
 BP0722
 BP0722.No superseded survey control is available for this station.
 BP0722
 BP0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP555467(NAD 83)
 BP0722_MARKER: I = METAL ROD
 BP0722_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0722+WITH SETTING: INFORMATION.
 BP0722_SP_SET: SHALLOW SET METAL ROD
 BP0722_STAMPING: Q 1402 1981
 BP0722_MARK LOGO: NGS   
 BP0722_PROJECTION: FLUSH
 BP0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0722_ROD/PIPE-DEPTH: 1.8  meters
 BP0722
 BP0722  HISTORY     - Date     Condition        Report By
 BP0722  HISTORY     - 1981     MONUMENTED       NGS
 BP0722  HISTORY     - 20030214 GOOD             USPSQD
 BP0722
 BP0722                          STATION DESCRIPTION
 BP0722
 BP0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0722'14.3 KM (8.9 MI) NW FROM MARATHON.
 BP0722'14.3 KM (8.9 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0722'IN MARATHON, 0.6 KM (0.35 MI) SOUTHEAST OF THE SOUTHEAST END OF A
 BP0722'MULTI-BOX CULVERT, 0.6 KM (0.35 MI) NORTHEAST OF A GRAVELED ROAD
 BP0722'LEADING SOUTH, 19.5 METERS (64.0 FT) SOUTHWEST OF THE CENTERLINE OF
 BP0722'THE HIGHWAY AND 2.7 METERS (8.9 FT) SOUTHEAST OF A UTILITY POLE.
 BP0722'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0722'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BP0722'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 BP0722
 BP0722                          STATION RECOVERY (2003)
 BP0722
 BP0722'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BP0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0746 ***********************************************************************
 BP0746  DESIGNATION -  Q 1403
 BP0746  PID         -  BP0746
 BP0746  STATE/COUNTY-  TX/BREWSTER
 BP0746  USGS QUAD   -  HOUSETOP MOUNTAINS (1968)
 BP0746
 BP0746                         *CURRENT SURVEY CONTROL
 BP0746  ___________________________________________________________________
 BP0746* NAD 83(1986)-  30 12 09.     (N)    102 56 05.     (W)     SCALED    
 BP0746* NAVD 88     -      1296.541  (meters)    4253.73   (feet)  ADJUSTED  
 BP0746  ___________________________________________________________________
 BP0746  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BP0746  DYNAMIC HT  -        1294.411 (meters)    4246.75  (feet)  COMP
 BP0746  MODELED GRAV-     978,953.9   (mgal)                       NAVD 88
 BP0746
 BP0746  VERT ORDER  -  FIRST     CLASS II
 BP0746
 BP0746.The horizontal coordinates were scaled from a topographic map and have
 BP0746.an estimated accuracy of +/- 6 seconds.
 BP0746
 BP0746.The orthometric height was determined by differential leveling
 BP0746.and adjusted by the National Geodetic Survey in June 1991..
 BP0746
 BP0746.The geoid height was determined by GEOID03.
 BP0746
 BP0746.The dynamic height is computed by dividing the NAVD 88
 BP0746.geopotential number by the normal gravity value computed on the
 BP0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0746.degrees latitude (g = 980.6199 gals.).
 BP0746
 BP0746.The modeled gravity was interpolated from observed gravity values.
 BP0746
 BP0746;                    North         East    Units  Estimated Accuracy
 BP0746;SPC TXSC     - 4,268,950.      221,210.      MT  (+/- 180 meters Scaled)
 BP0746
 BP0746                          SUPERSEDED SURVEY CONTROL
 BP0746
 BP0746.No superseded survey control is available for this station.
 BP0746
 BP0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP988430(NAD 83)
 BP0746_MARKER: I = METAL ROD
 BP0746_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0746+WITH SETTING: INFORMATION.
 BP0746_SP_SET: SHALLOW SET METAL ROD
 BP0746_STAMPING: Q 1403 1981
 BP0746_MARK LOGO: NGS   
 BP0746_PROJECTION: FLUSH
 BP0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0746_ROD/PIPE-DEPTH: 1.8  meters
 BP0746
 BP0746  HISTORY     - Date     Condition        Report By
 BP0746  HISTORY     - 1981     MONUMENTED       NGS
 BP0746  HISTORY     - 20010331 GOOD             NGS
 BP0746
 BP0746                          STATION DESCRIPTION
 BP0746
 BP0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0746'31.0 KM (19.25 MI) EAST FROM MARATHON.
 BP0746'31.0 KM (19.25 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0746'IN MARATHON, 0.6 KM (0.35 MI) WEST OF A GRAVELED ROAD, 32.3 METERS
 BP0746'(106.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 BP0746'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0746'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0746'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0746
 BP0746                          STATION RECOVERY (2001)
 BP0746
 BP0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0746'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1066 ***********************************************************************
 AJ1066  DESIGNATION -  Q 1404
 AJ1066  PID         -  AJ1066
 AJ1066  STATE/COUNTY-  TX/ZAPATA
 AJ1066  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1066
 AJ1066                         *CURRENT SURVEY CONTROL
 AJ1066  ___________________________________________________________________
 AJ1066* NAD 83(1986)-  27 03 25.     (N)    099 26 11.     (W)     SCALED    
 AJ1066* NAVD 88     -        99.005  (meters)     324.82   (feet)  ADJUSTED  
 AJ1066  ___________________________________________________________________
 AJ1066  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AJ1066  DYNAMIC HT  -          98.846 (meters)     324.30  (feet)  COMP
 AJ1066  MODELED GRAV-     979,042.7   (mgal)                       NAVD 88
 AJ1066
 AJ1066  VERT ORDER  -  FIRST     CLASS II
 AJ1066
 AJ1066.The horizontal coordinates were scaled from a topographic map and have
 AJ1066.an estimated accuracy of +/- 6 seconds.
 AJ1066
 AJ1066.The orthometric height was determined by differential leveling
 AJ1066.and adjusted by the National Geodetic Survey in June 1991..
 AJ1066
 AJ1066.The geoid height was determined by GEOID03.
 AJ1066
 AJ1066.The dynamic height is computed by dividing the NAVD 88
 AJ1066.geopotential number by the normal gravity value computed on the
 AJ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1066.degrees latitude (g = 980.6199 gals.).
 AJ1066
 AJ1066.The modeled gravity was interpolated from observed gravity values.
 AJ1066
 AJ1066;                    North         East    Units  Estimated Accuracy
 AJ1066;SPC TX S     - 5,154,380.      207,120.      MT  (+/- 180 meters Scaled)
 AJ1066
 AJ1066                          SUPERSEDED SURVEY CONTROL
 AJ1066
 AJ1066.No superseded survey control is available for this station.
 AJ1066
 AJ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ567928(NAD 83)
 AJ1066_MARKER: I = METAL ROD
 AJ1066_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1066_SP_SET: STAINLESS STEEL ROD
 AJ1066_STAMPING: Q 1404 1981
 AJ1066_MARK LOGO: NGS   
 AJ1066_PROJECTION: FLUSH
 AJ1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1066_ROD/PIPE-DEPTH: 5.8  meters
 AJ1066
 AJ1066  HISTORY     - Date     Condition        Report By
 AJ1066  HISTORY     - 1981     MONUMENTED       NGS
 AJ1066
 AJ1066                          STATION DESCRIPTION
 AJ1066
 AJ1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1066'1.8 KM (1.1 MI) NORTH FROM SAN YGNACIO.
 AJ1066'1.8 KM (1.1 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AJ1066'ROAD 3169 IN SAN YGNACIO AT PRIVATE ENTRANCE LEADING WEST TO THE W.K.
 AJ1066'KING FARM AND RANCH, 18.0 METERS (59.11 FT) WEST OF CENTER OF HIGHWAY,
 AJ1066'6.1 METERS (20.0 FT) SOUTH OF GRAVEL DRIVE AND CENTER OF IRON GATE.
 AJ1066'2.5 METERS (8.10 FT) WEST OF A FENCE LINE, 1.1 METERS (3.6 FT) EAST
 AJ1066'SOUTHEAST OF A POWERLINE POLE WITH RANCH SIGN ATTACHED, AND
 AJ1066'15.3 METERS (50.3 FT) NORTH NORTHWEST OF A POWERLINE POLE WITH TWO
 AJ1066'TRANSFORMERS.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1066'THE MARK IS 2.7 METERS  W FROM A WITNESS POST.
 AJ1066'THE MARK IS ABOVE LEVEL WITH DRIVE..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1071 ***********************************************************************
 AJ1071  DESIGNATION -  Q 1405
 AJ1071  PID         -  AJ1071
 AJ1071  STATE/COUNTY-  TX/ZAPATA
 AJ1071  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1071
 AJ1071                         *CURRENT SURVEY CONTROL
 AJ1071  ___________________________________________________________________
 AJ1071* NAD 83(1986)-  27 07 17.     (N)    099 25 26.     (W)     SCALED    
 AJ1071* NAVD 88     -       107.449  (meters)     352.52   (feet)  ADJUSTED  
 AJ1071  ___________________________________________________________________
 AJ1071  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AJ1071  DYNAMIC HT  -         107.276 (meters)     351.95  (feet)  COMP
 AJ1071  MODELED GRAV-     979,039.7   (mgal)                       NAVD 88
 AJ1071
 AJ1071  VERT ORDER  -  FIRST     CLASS II
 AJ1071
 AJ1071.The horizontal coordinates were scaled from a topographic map and have
 AJ1071.an estimated accuracy of +/- 6 seconds.
 AJ1071
 AJ1071.The orthometric height was determined by differential leveling
 AJ1071.and adjusted by the National Geodetic Survey in June 1991..
 AJ1071
 AJ1071.The geoid height was determined by GEOID03.
 AJ1071
 AJ1071.The dynamic height is computed by dividing the NAVD 88
 AJ1071.geopotential number by the normal gravity value computed on the
 AJ1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1071.degrees latitude (g = 980.6199 gals.).
 AJ1071
 AJ1071.The modeled gravity was interpolated from observed gravity values.
 AJ1071
 AJ1071;                    North         East    Units  Estimated Accuracy
 AJ1071;SPC TX S     - 5,161,510.      208,410.      MT  (+/- 180 meters Scaled)
 AJ1071
 AJ1071                          SUPERSEDED SURVEY CONTROL
 AJ1071
 AJ1071.No superseded survey control is available for this station.
 AJ1071
 AJ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ579999(NAD 83)
 AJ1071_MARKER: I = METAL ROD
 AJ1071_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1071_SP_SET: STAINLESS STEEL ROD
 AJ1071_STAMPING: Q 1405 1981
 AJ1071_MARK LOGO: NGS   
 AJ1071_PROJECTION: FLUSH
 AJ1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1071_ROD/PIPE-DEPTH: 3.96 meters
 AJ1071
 AJ1071  HISTORY     - Date     Condition        Report By
 AJ1071  HISTORY     - 1981     MONUMENTED       NGS
 AJ1071
 AJ1071                          STATION DESCRIPTION
 AJ1071
 AJ1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1071'9.2 KM (5.7 MI) NORTH FROM SAN YGNACIO.
 AJ1071'9.2 KM (5.7 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AJ1071'ROAD 3169 AT SAN YGNACIO, AT A DIRT ROAD LEADING EAST TO A
 AJ1071'DOUBLE METERS DRILLING COMPANY RIG NO. 47, 33.2 METERS (109.0 FT) EAST
 AJ1071'OF THE CENTERLINE OF THE HIGHWAY, 25.8 METERS (84.8 FT) NORTH OF THE
 AJ1071'CENTER OF THE ROAD, 0.76 METERS (2.5 FT) WEST AND ACROSS A WOOD BOARD
 AJ1071'FENCE OF A POWERLINE POLE, AND 0.31 METERS (1.0 FT) WEST OF A WOOD
 AJ1071'BOARD FENCE.
 AJ1071'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 AJ1071'THE MARK IS 2.0 M ABOVE HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1217 ***********************************************************************
 AB1217  DESIGNATION -  Q 1406
 AB1217  PID         -  AB1217
 AB1217  STATE/COUNTY-  TX/CAMERON
 AB1217  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1217
 AB1217                         *CURRENT SURVEY CONTROL
 AB1217  ___________________________________________________________________
 AB1217* NAD 83(1986)-  26 05 40.     (N)    097 18 02.     (W)     SCALED    
 AB1217* NAVD 88     -         2.683  (meters)       8.80   (feet)  ADJUSTED  
 AB1217  ___________________________________________________________________
 AB1217  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 AB1217  DYNAMIC HT  -           2.679 (meters)       8.79  (feet)  COMP
 AB1217  MODELED GRAV-     979,061.1   (mgal)                       NAVD 88
 AB1217
 AB1217  VERT ORDER  -  FIRST     CLASS II
 AB1217
 AB1217.The horizontal coordinates were scaled from a topographic map and have
 AB1217.an estimated accuracy of +/- 6 seconds.
 AB1217
 AB1217.The orthometric height was determined by differential leveling
 AB1217.and adjusted by the National Geodetic Survey in June 1991..
 AB1217
 AB1217.The geoid height was determined by GEOID03.
 AB1217
 AB1217.The dynamic height is computed by dividing the NAVD 88
 AB1217.geopotential number by the normal gravity value computed on the
 AB1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1217.degrees latitude (g = 980.6199 gals.).
 AB1217
 AB1217.The modeled gravity was interpolated from observed gravity values.
 AB1217
 AB1217;                    North         East    Units  Estimated Accuracy
 AB1217;SPC TX S     - 5,047,970.      419,990.      MT  (+/- 180 meters Scaled)
 AB1217
 AB1217                          SUPERSEDED SURVEY CONTROL
 AB1217
 AB1217.No superseded survey control is available for this station.
 AB1217
 AB1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP699872(NAD 83)
 AB1217_MARKER: I = METAL ROD
 AB1217_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1217_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1217_STAMPING: Q 1406 1981
 AB1217_MARK LOGO: NGS   
 AB1217_PROJECTION: RECESSED 4 CENTIMETERS
 AB1217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1217+STABILITY: POSITION/ELEVATION WELL
 AB1217_ROD/PIPE-DEPTH: 21.9 meters
 AB1217_SLEEVE-DEPTH  : 9.1 meters
 AB1217
 AB1217  HISTORY     - Date     Condition        Report By
 AB1217  HISTORY     - 1981     MONUMENTED       NGS
 AB1217  HISTORY     - 19910306 GOOD             USPSQD
 AB1217  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB1217  HISTORY     - 20040227 GOOD             USPSQD
 AB1217
 AB1217                          STATION DESCRIPTION
 AB1217
 AB1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1217'10.5 KM (6.5 MI) WEST FROM PORT ISABEL.
 AB1217'10.5 KM (6.5 MI) WEST ALONG STATE HIGHWAY 100 FROM THE OLD PORT ISABEL
 AB1217'LIGHTHOUSE AND IS SET IN THE LAWN AT THE SOUTHEAST CORNER OF THE STATE
 AB1217'DEPARTMENT OF HIGHWAYS AND DEPARTMENT OF PUBLIC SAFTEY OFFICE
 AB1217'BUILDING, 41.7 METERS (137.0 FT) NORTHWEST OF THE CENTER OF A METAL
 AB1217'GATE AT MAIN ENTRANCE TO HIGHWAY DEPARTMENT, 17.8 METERS (58.5 FT)
 AB1217'EAST SOUTHEAST OF THE SOUTHWEST CORNER OF THE MAIN BUILDING,
 AB1217'3.6 METERS (12.0 FT) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AB1217'BUILDING, 8.6 METERS (28.5 FT) EAST SOUTHEAST OF THE CENTER OF THE
 AB1217'DOOR AT MAIN ENTRANCE, 1.2 METERS (4.0 FT) SOUTH OF THE SOUTHEDGE OF A
 AB1217'EAST WEST SIDEWALK, AND 2.7 METERS (9.0 FT) WEST OF THE WEST CURB OF
 AB1217'PARKING LOT.
 AB1217'THE MARK IS 0.15 M ABOVE DRIVEWAY.
 AB1217
 AB1217                          STATION RECOVERY (1991)
 AB1217
 AB1217'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1217'RECOVERED IN GOOD CONDITION.
 AB1217
 AB1217                          STATION RECOVERY (1993)
 AB1217
 AB1217'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1217'MARK NOT FOUND.
 AB1217
 AB1217                          STATION RECOVERY (2004)
 AB1217
 AB1217'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1270 ***********************************************************************
 AB1270  DESIGNATION -  Q 1407
 AB1270  PID         -  AB1270
 AB1270  STATE/COUNTY-  TX/KENEDY
 AB1270  USGS QUAD   -  RUDOLPH (1982)
 AB1270
 AB1270                         *CURRENT SURVEY CONTROL
 AB1270  ___________________________________________________________________
 AB1270* NAD 83(1986)-  26 44 27.     (N)    097 46 13.     (W)     SCALED    
 AB1270* NAVD 88     -         7.126  (meters)      23.38   (feet)  ADJUSTED  
 AB1270  ___________________________________________________________________
 AB1270  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AB1270  DYNAMIC HT  -           7.115 (meters)      23.34  (feet)  COMP
 AB1270  MODELED GRAV-     979,065.1   (mgal)                       NAVD 88
 AB1270
 AB1270  VERT ORDER  -  FIRST     CLASS II
 AB1270
 AB1270.The horizontal coordinates were scaled from a topographic map and have
 AB1270.an estimated accuracy of +/- 6 seconds.
 AB1270
 AB1270.The orthometric height was determined by differential leveling
 AB1270.and adjusted by the National Geodetic Survey in June 1991..
 AB1270
 AB1270.The geoid height was determined by GEOID03.
 AB1270
 AB1270.The dynamic height is computed by dividing the NAVD 88
 AB1270.geopotential number by the normal gravity value computed on the
 AB1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1270.degrees latitude (g = 980.6199 gals.).
 AB1270
 AB1270.The modeled gravity was interpolated from observed gravity values.
 AB1270
 AB1270;                    North         East    Units  Estimated Accuracy
 AB1270;SPC TX S     - 5,119,220.      372,590.      MT  (+/- 180 meters Scaled)
 AB1270
 AB1270                          SUPERSEDED SURVEY CONTROL
 AB1270
 AB1270.No superseded survey control is available for this station.
 AB1270
 AB1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ222583(NAD 83)
 AB1270_MARKER: I = METAL ROD
 AB1270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1270_SP_SET: STAINLESS STEEL ROD
 AB1270_STAMPING: Q 1407 1981
 AB1270_MARK LOGO: NGS   
 AB1270_PROJECTION: RECESSED 3 CENTIMETERS
 AB1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1270_ROD/PIPE-DEPTH: 8.5  meters
 AB1270
 AB1270  HISTORY     - Date     Condition        Report By
 AB1270  HISTORY     - 1981     MONUMENTED       NGS
 AB1270  HISTORY     - 1987     GOOD             USPSQD
 AB1270
 AB1270                          STATION DESCRIPTION
 AB1270
 AB1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1270'29.6 KM (18.4 MI) NORTH FROM RAYMONDVILLE.
 AB1270'5.1 KM (3.2 MI) NORTH ALONG U.S. BUSINESS HIGHWAY 77 FROM THE JUNCTION
 AB1270'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 24.5 KM (15.2 MI) NORTH
 AB1270'ALONG U.S. HIGHWAY 77, AT THE SOUTH END OF A SMALL SANDRIDGE BETWEEN
 AB1270'THE MISSOURI PACIFIC RAILROAD AND U.S. HIGHWAY 77, SET IN THE WEST
 AB1270'RIGHT OF WAY FENCE LINE OF THE MISSOURI PACIFIC RAILROAD AT A FENCE
 AB1270'JUNCTION LEADING WEST WITH GALVANIZED FENCE POSTS, 14.1 METERS
 AB1270'(46.5 FT) WEST OF THE WEST RAIL OF THE TRACKS, 18.2 METERS (60.0 FT)
 AB1270'EASTSOUTHEAST OF THE CENTER OF A METAL GATE IN THE EAST-WEST FENCE,
 AB1270'2.6 METERS (8.5 FT) SOUTH OF A LARGE JUNCTION FENCE POST, AND 0.15
 AB1270'(0.5 FT) EAST OF A FENCE.  NOTE, ROD WAS ANCHORED AT THIS DEPTH.
 AB1270'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AB1270'THE MARK IS 0.3 M BELOW TRACKS.
 AB1270
 AB1270                          STATION RECOVERY (1987)
 AB1270
 AB1270'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1296 ***********************************************************************
 AB1296  DESIGNATION -  Q 1408
 AB1296  PID         -  AB1296
 AB1296  STATE/COUNTY-  TX/CAMERON
 AB1296  USGS QUAD   -  SANTA ROSA (1982)
 AB1296
 AB1296                         *CURRENT SURVEY CONTROL
 AB1296  ___________________________________________________________________
 AB1296* NAD 83(1986)-  26 17 45.     (N)    097 45 53.     (W)     SCALED    
 AB1296* NAVD 88     -        14.684  (meters)      48.18   (feet)  ADJUSTED  
 AB1296  ___________________________________________________________________
 AB1296  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AB1296  DYNAMIC HT  -          14.661 (meters)      48.10  (feet)  COMP
 AB1296  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 AB1296
 AB1296  VERT ORDER  -  FIRST     CLASS II
 AB1296
 AB1296.The horizontal coordinates were scaled from a topographic map and have
 AB1296.an estimated accuracy of +/- 6 seconds.
 AB1296
 AB1296.The orthometric height was determined by differential leveling
 AB1296.and adjusted by the National Geodetic Survey in June 1991..
 AB1296
 AB1296.The geoid height was determined by GEOID03.
 AB1296
 AB1296.The dynamic height is computed by dividing the NAVD 88
 AB1296.geopotential number by the normal gravity value computed on the
 AB1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1296.degrees latitude (g = 980.6199 gals.).
 AB1296
 AB1296.The modeled gravity was interpolated from observed gravity values.
 AB1296
 AB1296;                    North         East    Units  Estimated Accuracy
 AB1296;SPC TX S     - 5,069,920.      373,430.      MT  (+/- 180 meters Scaled)
 AB1296
 AB1296                          SUPERSEDED SURVEY CONTROL
 AB1296
 AB1296.No superseded survey control is available for this station.
 AB1296
 AB1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ233090(NAD 83)
 AB1296_MARKER: DB = BENCH MARK DISK
 AB1296_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB1296_SP_SET: PIER OF HIGHWAY
 AB1296_STAMPING: Q 1408 1981
 AB1296_MARK LOGO: NGS   
 AB1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1296
 AB1296  HISTORY     - Date     Condition        Report By
 AB1296  HISTORY     - 1981     MONUMENTED       NGS
 AB1296  HISTORY     - 19910416 GOOD             USPSQD
 AB1296  HISTORY     - 19930123 GOOD             USPSQD
 AB1296
 AB1296                          STATION DESCRIPTION
 AB1296
 AB1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1296'6.0 KM (3.7 MI) SE FROM SEBASTIAN.
 AB1296'2.5 KM (1.55 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM
 AB1296'THE SEBASTIAN POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 506 SOUTH,
 AB1296'THENCE 3.5 KM (2.2 MI) SOUTHEAST ALONG THE EAST FRONTAGE ROAD AT THE
 AB1296'NORTHBOUND HIGHWAY BRIDGE OVERPASS AND A GRAVELED ROAD LEADING NORTH
 AB1296'(BALLENGER ROAD), SET VERTICALLY IN THE NORTHEAST ONE OF THREE BRIDGE
 AB1296'PIERS UNDER THE NORTHBOUND LANE OF U.S. HIGHWAY 77 6.8 KM (4.2 MI)
 AB1296'NORTHWEST ALONG THE EAST FRONTAGE ROAD FROM THE JUNCTION OF STATE
 AB1296'HIGHWAY 107 WEST AND U.S. HIGHWAY 77 NORTH, 9.9 METERS (32.5 FT)
 AB1296'NORTHWEST OF THE CENTER OF THE CROSSOVER ROAD UNDER U.S. HIGHWAY 77,
 AB1296'AND 2.4 METERS (8.0 FT) NORTHWEST OF THE NORTHWEST CURB OF THE
 AB1296'CROSSOVER ROAD.
 AB1296'THE MARK IS 1.5 M ABOVE GROUND.
 AB1296
 AB1296                          STATION RECOVERY (1991)
 AB1296
 AB1296'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1296'RECOVERED IN GOOD CONDITION.
 AB1296
 AB1296                          STATION RECOVERY (1993)
 AB1296
 AB1296'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1257 ***********************************************************************
 AE1257  DESIGNATION -  Q 1409
 AE1257  PID         -  AE1257
 AE1257  STATE/COUNTY-  TX/HIDALGO
 AE1257  USGS QUAD   -  LA JOYA (1982)
 AE1257
 AE1257                         *CURRENT SURVEY CONTROL
 AE1257  ___________________________________________________________________
 AE1257* NAD 83(1986)-  26 14 54.     (N)    098 29 17.     (W)     SCALED    
 AE1257* NAVD 88     -        43.812  (meters)     143.74   (feet)  ADJUSTED  
 AE1257  ___________________________________________________________________
 AE1257  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE1257  DYNAMIC HT  -          43.739 (meters)     143.50  (feet)  COMP
 AE1257  MODELED GRAV-     978,987.7   (mgal)                       NAVD 88
 AE1257
 AE1257  VERT ORDER  -  FIRST     CLASS II
 AE1257
 AE1257.The horizontal coordinates were scaled from a topographic map and have
 AE1257.an estimated accuracy of +/- 6 seconds.
 AE1257
 AE1257.The orthometric height was determined by differential leveling
 AE1257.and adjusted by the National Geodetic Survey in June 1991..
 AE1257
 AE1257.The geoid height was determined by GEOID03.
 AE1257
 AE1257.The dynamic height is computed by dividing the NAVD 88
 AE1257.geopotential number by the normal gravity value computed on the
 AE1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1257.degrees latitude (g = 980.6199 gals.).
 AE1257
 AE1257.The modeled gravity was interpolated from observed gravity values.
 AE1257
 AE1257;                    North         East    Units  Estimated Accuracy
 AE1257;SPC TX S     - 5,064,450.      301,190.      MT  (+/- 180 meters Scaled)
 AE1257
 AE1257                          SUPERSEDED SURVEY CONTROL
 AE1257
 AE1257.No superseded survey control is available for this station.
 AE1257
 AE1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ511032(NAD 83)
 AE1257_MARKER: I = METAL ROD
 AE1257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1257_SP_SET: STAINLESS STEEL ROD
 AE1257_STAMPING: Q 1409 1981
 AE1257_MARK LOGO: NGS   
 AE1257_PROJECTION: FLUSH
 AE1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1257_ROD/PIPE-DEPTH: 36   meters
 AE1257
 AE1257  HISTORY     - Date     Condition        Report By
 AE1257  HISTORY     - 1981     MONUMENTED       NGS
 AE1257
 AE1257                          STATION DESCRIPTION
 AE1257
 AE1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1257'0.9 KM (0.55 MI) WEST FROM LA JOYA.
 AE1257'0.9 KM (0.55 MI) WEST ALONG U.S. HIGHWAY 83 WESTBOUND FROM THE
 AE1257'JUNCTION OF FARM ROAD 2521 SOUTH AT LA JOYA, 0.2 KM (0.1 MI) WEST OF
 AE1257'FARM ROAD 2221 NORTH, AT A PRIVATE DRIVE LEADING SOUTH, TO THE HAROLD
 AE1257'BANNWORTH RESIDENCE, 21.8 METERS (71.5 FT) SOUTH OF THE CENTER OF THE
 AE1257'EASTBOUND LANES, 22.5 METERS (73.0 FT) WEST OF THE CENTER OF THE
 AE1257'DRIVE, 3.8 METERS (12.5 FT) WEST OF THE CENTER OF AN IRON BAR GATE,
 AE1257'5.8 METERS (18.9 FT) WEST OF A METAL FENCE ANGLE POLE, AND 0.31 METERS
 AE1257'(1.0 FT) NORTH OF A FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AE1257'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 AE1257'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0343 ***********************************************************************
 DP0343  DESIGNATION -  Q 141
 DP0343  PID         -  DP0343
 DP0343  STATE/COUNTY-  TX/HALE
 DP0343  USGS QUAD   -  BARWISE (1968)
 DP0343
 DP0343                         *CURRENT SURVEY CONTROL
 DP0343  ___________________________________________________________________
 DP0343* NAD 83(1986)-  33 54 03.     (N)    101 34 59.     (W)     SCALED    
 DP0343* NAVD 88     -       988.894  (meters)    3244.40   (feet)  POSTED    
 DP0343  ___________________________________________________________________
 DP0343  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DP0343  DYNAMIC HT  -         987.630 (meters)    3240.25  (feet)  COMP
 DP0343  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 DP0343
 DP0343  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0343
 DP0343.The horizontal coordinates were scaled from a topographic map and have
 DP0343.an estimated accuracy of +/- 6 seconds.
 DP0343
 DP0343.The orthometric height was determined by differential leveling
 DP0343.and adjusted by the National Geodetic Survey in 1992..
 DP0343.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0343.rate of 1.1 thru 2.0 mm/km.
 DP0343
 DP0343.The geoid height was determined by GEOID03.
 DP0343
 DP0343.The dynamic height is computed by dividing the NAVD 88
 DP0343.geopotential number by the normal gravity value computed on the
 DP0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0343.degrees latitude (g = 980.6199 gals.).
 DP0343
 DP0343.The modeled gravity was interpolated from observed gravity values.
 DP0343
 DP0343;                    North         East    Units  Estimated Accuracy
 DP0343;SPC TXNC     - 2,251,940.      314,890.      MT  (+/- 180 meters Scaled)
 DP0343
 DP0343                          SUPERSEDED SURVEY CONTROL
 DP0343
 DP0343  NGVD 29 (??/??/92)  988.519  (m)         3243.17   (f) ADJ UNCH    1 2
 DP0343
 DP0343.Superseded values are not recommended for survey control.
 DP0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0343.See file dsdata.txt to determine how the superseded data were derived.
 DP0343
 DP0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC611541(NAD 83)
 DP0343_MARKER: DB = BENCH MARK DISK
 DP0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0343_STAMPING: 3243.166 Q 141 1933
 DP0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0343+STABILITY: SURFACE MOTION
 DP0343
 DP0343  HISTORY     - Date     Condition        Report By
 DP0343  HISTORY     - 1933     MONUMENTED       CGS
 DP0343
 DP0343                          STATION DESCRIPTION
 DP0343
 DP0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DP0343'2.0 MI NE FROM PETERSBURG.
 DP0343'2.0 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0343'THE STATION AT PETERSBURG, HALE COUNTY, ABOUT 0.2 MILE NORTH OF
 DP0343'MILEPOST L 331, AT STATION 4950+00, ABOUT 45 FEET WEST OF THE TRACK,
 DP0343'AND AT THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED 3243.166
 DP0343'Q 141 1933 AND SET IN THE TOP OF A CONCRETE POST PROJCETING ABOUT 2
 DP0343'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0630 ***********************************************************************
 CC0630  DESIGNATION -  Q 1410
 CC0630  PID         -  CC0630
 CC0630  STATE/COUNTY-  TX/PECOS
 CC0630  USGS QUAD   -  DIAMOND Y SPRING NW (1974)
 CC0630
 CC0630                         *CURRENT SURVEY CONTROL
 CC0630  ___________________________________________________________________
 CC0630* NAD 83(1986)-  31 12 32.     (N)    102 53 30.     (W)     SCALED    
 CC0630* NAVD 88     -       763.097  (meters)    2503.59   (feet)  ADJUSTED  
 CC0630  ___________________________________________________________________
 CC0630  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CC0630  DYNAMIC HT  -         762.008 (meters)    2500.02  (feet)  COMP
 CC0630  MODELED GRAV-     979,188.2   (mgal)                       NAVD 88
 CC0630
 CC0630  VERT ORDER  -  FIRST     CLASS II
 CC0630
 CC0630.The horizontal coordinates were scaled from a topographic map and have
 CC0630.an estimated accuracy of +/- 6 seconds.
 CC0630
 CC0630.The orthometric height was determined by differential leveling
 CC0630.and adjusted by the National Geodetic Survey in June 1991..
 CC0630
 CC0630.The geoid height was determined by GEOID03.
 CC0630
 CC0630.The dynamic height is computed by dividing the NAVD 88
 CC0630.geopotential number by the normal gravity value computed on the
 CC0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0630.degrees latitude (g = 980.6199 gals.).
 CC0630
 CC0630.The modeled gravity was interpolated from observed gravity values.
 CC0630
 CC0630;                    North         East    Units  Estimated Accuracy
 CC0630;SPC TX C     - 3,173,770.      456,250.      MT  (+/- 180 meters Scaled)
 CC0630
 CC0630                          SUPERSEDED SURVEY CONTROL
 CC0630
 CC0630.No superseded survey control is available for this station.
 CC0630
 CC0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ008546(NAD 83)
 CC0630_MARKER: I = METAL ROD
 CC0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0630_SP_SET: STAINLESS STEEL ROD
 CC0630_STAMPING: Q 1410 1981
 CC0630_MARK LOGO: NGS   
 CC0630_PROJECTION: FLUSH
 CC0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0630_ROD/PIPE-DEPTH: 5.2  meters
 CC0630
 CC0630  HISTORY     - Date     Condition        Report By
 CC0630  HISTORY     - 1981     MONUMENTED       NGS
 CC0630
 CC0630                          STATION DESCRIPTION
 CC0630
 CC0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0630'16.2 KM (10.1 MI) SOUTH FROM GRANDFALLS.
 CC0630'16.2 KM (10.1 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0630'WITH STATE HIGHWAY 329 IN GRANDFALLS, AT A FIELD ROAD CROSSING, 17.8
 CC0630'METERS (58.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.0 METERS
 CC0630'(26.2 FT) NORTH OF THE CENTER OF THE ROAD AND A GATE AND 2.2 METERS
 CC0630'(7.2 FT) SOUTH OF A T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 CC0630'IS THROUGH A 5-INCH LOGO CAP.
 CC0630'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 CC0630'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0588 ***********************************************************************
 BP0588  DESIGNATION -  Q 1411
 BP0588  PID         -  BP0588
 BP0588  STATE/COUNTY-  TX/PECOS
 BP0588  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0588
 BP0588                         *CURRENT SURVEY CONTROL
 BP0588  ___________________________________________________________________
 BP0588* NAD 83(1986)-  30 54 31.     (N)    102 54 52.     (W)     SCALED    
 BP0588* NAVD 88     -       920.852  (meters)    3021.16   (feet)  ADJUSTED  
 BP0588  ___________________________________________________________________
 BP0588  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0588  DYNAMIC HT  -         919.458 (meters)    3016.59  (feet)  COMP
 BP0588  MODELED GRAV-     979,095.7   (mgal)                       NAVD 88
 BP0588
 BP0588  VERT ORDER  -  FIRST     CLASS II
 BP0588
 BP0588.This mark is at Fort Stockton-Pecos Co (FST) Airport (FST)
 BP0588
 BP0588.The horizontal coordinates were scaled from a topographic map and have
 BP0588.an estimated accuracy of +/- 6 seconds.
 BP0588
 BP0588.The orthometric height was determined by differential leveling
 BP0588.and adjusted by the National Geodetic Survey in June 1991..
 BP0588
 BP0588.The geoid height was determined by GEOID03.
 BP0588
 BP0588.The dynamic height is computed by dividing the NAVD 88
 BP0588.geopotential number by the normal gravity value computed on the
 BP0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0588.degrees latitude (g = 980.6199 gals.).
 BP0588
 BP0588.The modeled gravity was interpolated from observed gravity values.
 BP0588
 BP0588;                    North         East    Units  Estimated Accuracy
 BP0588;SPC TX C     - 3,140,540.      453,310.      MT  (+/- 180 meters Scaled)
 BP0588
 BP0588                          SUPERSEDED SURVEY CONTROL
 BP0588
 BP0588.No superseded survey control is available for this station.
 BP0588
 BP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ993213(NAD 83)
 BP0588_MARKER: I = METAL ROD
 BP0588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0588_SP_SET: STAINLESS STEEL ROD
 BP0588_STAMPING: Q 1411 1981
 BP0588_MARK LOGO: NGS   
 BP0588_PROJECTION: FLUSH
 BP0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0588+STABILITY: POSITION/ELEVATION WELL
 BP0588_ROD/PIPE-DEPTH: 4.6  meters
 BP0588
 BP0588  HISTORY     - Date     Condition        Report By
 BP0588  HISTORY     - 1981     MONUMENTED       NGS
 BP0588  HISTORY     - 1981     GOOD             NGS
 BP0588  HISTORY     - 1981     GOOD             NGS
 BP0588  HISTORY     - 19961005 GOOD             USPSQD
 BP0588
 BP0588                          STATION DESCRIPTION
 BP0588
 BP0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0588'3.5 KM (2.25 MI) NW FROM FORT STOCKTON.
 BP0588'1.1 KM (0.75 MI) WEST ALONG U. S. HIGHWAYS 290, 285 AND 67 FROM
 BP0588'ITS JUNCTION WITH STATE HIGHWAY 18 IN FORT STOCKTON, THENCE 2.4 KM
 BP0588'(1.5 MI) NORTHWEST ALONG U. S. HIGHWAY 285, THENCE 0.4 KM (0.25 MI)
 BP0588'NORTHEAST ALONG A PAVED ROAD LEADING TO THE PECOS COUNTY AIRPORT,
 BP0588'GOLF COURSE AND EXHIBITION BUILDING, 48.8 METERS (160.0 FT)
 BP0588'NORTHWEST OF THE CENTER OF THE ROAD, 27.2 METERS (89.2 FT) EAST
 BP0588'OF THE SOUTHEAST CORNER OF THE MAINTENANCE OFFICE, 23.3 METERS
 BP0588'(76.5 FT) NORTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY, 17.8 METERS
 BP0588'(58.4 FT) SOUTHEAST OF A FENCE AROUND THE MAINTENANCE YARD AND 0.8
 BP0588'METERS (2.6 FT) SOUTHWEST OF A FLAG POLE.  NOTE=ACCESS TO THE DATUM
 BP0588'POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0588'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 BP0588
 BP0588                          STATION RECOVERY (1981)
 BP0588
 BP0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0588'RECOVERED IN GOOD CONDITION.
 BP0588
 BP0588                          STATION RECOVERY (1981)
 BP0588
 BP0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0588'RECOVERED IN GOOD CONDITION.
 BP0588
 BP0588                          STATION RECOVERY (1996)
 BP0588
 BP0588'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0668 ***********************************************************************
 BP0668  DESIGNATION -  Q 1412
 BP0668  PID         -  BP0668
 BP0668  STATE/COUNTY-  TX/TERRELL
 BP0668  USGS QUAD   -  DRYDEN (1968)
 BP0668
 BP0668                         *CURRENT SURVEY CONTROL
 BP0668  ___________________________________________________________________
 BP0668* NAD 83(1986)-  30 00 34.     (N)    102 03 46.     (W)     SCALED    
 BP0668* NAVD 88     -       643.984  (meters)    2112.80   (feet)  ADJUSTED  
 BP0668  ___________________________________________________________________
 BP0668  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BP0668  DYNAMIC HT  -         643.017 (meters)    2109.63  (feet)  COMP
 BP0668  MODELED GRAV-     979,120.1   (mgal)                       NAVD 88
 BP0668
 BP0668  VERT ORDER  -  FIRST     CLASS II
 BP0668
 BP0668.The horizontal coordinates were scaled from a topographic map and have
 BP0668.an estimated accuracy of +/- 6 seconds.
 BP0668
 BP0668.The orthometric height was determined by differential leveling
 BP0668.and adjusted by the National Geodetic Survey in June 1991..
 BP0668
 BP0668.The geoid height was determined by GEOID03.
 BP0668
 BP0668.The dynamic height is computed by dividing the NAVD 88
 BP0668.geopotential number by the normal gravity value computed on the
 BP0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0668.degrees latitude (g = 980.6199 gals.).
 BP0668
 BP0668.The modeled gravity was interpolated from observed gravity values.
 BP0668
 BP0668;                    North         East    Units  Estimated Accuracy
 BP0668;SPC TXSC     - 4,245,050.      304,570.      MT  (+/- 180 meters Scaled)
 BP0668
 BP0668                          SUPERSEDED SURVEY CONTROL
 BP0668
 BP0668.No superseded survey control is available for this station.
 BP0668
 BP0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP833234(NAD 83)
 BP0668_MARKER: DB = BENCH MARK DISK
 BP0668_SETTING: 66 = SET IN ROCK OUTCROP
 BP0668_SP_SET: ROCK OUTCROP
 BP0668_STAMPING: Q 1412 1981
 BP0668_MARK LOGO: NGS   
 BP0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0668
 BP0668  HISTORY     - Date     Condition        Report By
 BP0668  HISTORY     - 1981     MONUMENTED       NGS
 BP0668
 BP0668                          STATION DESCRIPTION
 BP0668
 BP0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0668'6.4 KM (3.9 MI) SE FROM DRYDEN.
 BP0668'6.4 KM (3.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0668'IN DRYDEN, IN A 4 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 14.0
 BP0668'METERS (46.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 4.1
 BP0668'METERS (13.5 FT) NORTH OF A FENCE.
 BP0668'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BP0668'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0625 ***********************************************************************
 BP0625  DESIGNATION -  Q 1414
 BP0625  PID         -  BP0625
 BP0625  STATE/COUNTY-  TX/PECOS
 BP0625  USGS QUAD   -  BUSHER CANYON (1968)
 BP0625
 BP0625                         *CURRENT SURVEY CONTROL
 BP0625  ___________________________________________________________________
 BP0625* NAD 83(1986)-  30 28 33.     (N)    102 31 07.     (W)     SCALED    
 BP0625* NAVD 88     -      1018.057  (meters)    3340.08   (feet)  ADJUSTED  
 BP0625  ___________________________________________________________________
 BP0625  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BP0625  DYNAMIC HT  -        1016.469 (meters)    3334.87  (feet)  COMP
 BP0625  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 BP0625
 BP0625  VERT ORDER  -  FIRST     CLASS II
 BP0625
 BP0625.The horizontal coordinates were scaled from a topographic map and have
 BP0625.an estimated accuracy of +/- 6 seconds.
 BP0625
 BP0625.The orthometric height was determined by differential leveling
 BP0625.and adjusted by the National Geodetic Survey in June 1991..
 BP0625
 BP0625.The geoid height was determined by GEOID03.
 BP0625
 BP0625.The dynamic height is computed by dividing the NAVD 88
 BP0625.geopotential number by the normal gravity value computed on the
 BP0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0625.degrees latitude (g = 980.6199 gals.).
 BP0625
 BP0625.The modeled gravity was interpolated from observed gravity values.
 BP0625
 BP0625;                    North         East    Units  Estimated Accuracy
 BP0625;SPC TX C     - 3,091,760.      490,190.      MT  (+/- 180 meters Scaled)
 BP0625
 BP0625                          SUPERSEDED SURVEY CONTROL
 BP0625
 BP0625.No superseded survey control is available for this station.
 BP0625
 BP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP382741(NAD 83)
 BP0625_MARKER: I = METAL ROD
 BP0625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0625_SP_SET: STAINLESS STEEL ROD
 BP0625_STAMPING: Q 1414 1981
 BP0625_MARK LOGO: NGS   
 BP0625_PROJECTION: FLUSH
 BP0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0625_ROD/PIPE-DEPTH: 6.1  meters
 BP0625
 BP0625  HISTORY     - Date     Condition        Report By
 BP0625  HISTORY     - 1981     MONUMENTED       NGS
 BP0625
 BP0625                          STATION DESCRIPTION
 BP0625
 BP0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0625'43.1 KM (26.75 MI) NW FROM SANDERSON.
 BP0625'43.1 KM (26.75 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0625'WITH U.S. HIGHWAY 90 IN SANDERSON, 18.1 METERS (59.4 FT) SOUTHWEST OF
 BP0625'THE CENTERLINE OF THE HIGHWAY AND 10.1 METERS (33.1 FT) NORTH OF
 BP0625'UTILITY POLE NUMBER 1385.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BP0625'5-INCH LOGO CAP.
 BP0625'THE MARK IS 0.4 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0625'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0428 ***********************************************************************
 AZ0428  DESIGNATION -  Q 1415
 AZ0428  PID         -  AZ0428
 AZ0428  STATE/COUNTY-  TX/VAL VERDE
 AZ0428  USGS QUAD   -  GILLIS RANCH (1972)
 AZ0428
 AZ0428                         *CURRENT SURVEY CONTROL
 AZ0428  ___________________________________________________________________
 AZ0428* NAD 83(1986)-  29 37 32.     (N)    101 06 52.     (W)     SCALED    
 AZ0428* NAVD 88     -       422.922  (meters)    1387.54   (feet)  ADJUSTED  
 AZ0428  ___________________________________________________________________
 AZ0428  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0428  DYNAMIC HT  -         422.304 (meters)    1385.51  (feet)  COMP
 AZ0428  MODELED GRAV-     979,170.7   (mgal)                       NAVD 88
 AZ0428
 AZ0428  VERT ORDER  -  FIRST     CLASS II
 AZ0428
 AZ0428.The horizontal coordinates were scaled from a topographic map and have
 AZ0428.an estimated accuracy of +/- 6 seconds.
 AZ0428
 AZ0428.The orthometric height was determined by differential leveling
 AZ0428.and adjusted by the National Geodetic Survey in June 1991..
 AZ0428
 AZ0428.The geoid height was determined by GEOID03.
 AZ0428
 AZ0428.The dynamic height is computed by dividing the NAVD 88
 AZ0428.geopotential number by the normal gravity value computed on the
 AZ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0428.degrees latitude (g = 980.6199 gals.).
 AZ0428
 AZ0428.The modeled gravity was interpolated from observed gravity values.
 AZ0428
 AZ0428;                    North         East    Units  Estimated Accuracy
 AZ0428;SPC TXSC     - 4,200,480.      395,260.      MT  (+/- 180 meters Scaled)
 AZ0428
 AZ0428                          SUPERSEDED SURVEY CONTROL
 AZ0428
 AZ0428.No superseded survey control is available for this station.
 AZ0428
 AZ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT952791(NAD 83)
 AZ0428_MARKER: DB = BENCH MARK DISK
 AZ0428_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0428_SP_SET: ROCK OUTCROP
 AZ0428_STAMPING: Q 1415 1981
 AZ0428_MARK LOGO: NGS   
 AZ0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0428+STABILITY: POSITION/ELEVATION WELL
 AZ0428
 AZ0428  HISTORY     - Date     Condition        Report By
 AZ0428  HISTORY     - 1981     MONUMENTED       NGS
 AZ0428  HISTORY     - 19990119 GOOD             USPSQD
 AZ0428
 AZ0428                          STATION DESCRIPTION
 AZ0428
 AZ0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0428'8.9 KM (5.55 MI) SE FROM COMSTOCK.
 AZ0428'8.9 KM (5.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0428'WITH STATE HIGHWAY 163 IN COMSTOCK, IN A 4 BY 10 FT EXPOSED AREA OF
 AZ0428'OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) NORTHEAST OF A WINDMILL, 32.0
 AZ0428'METERS (105.0 FT) NORTHEAST OF A UTILITY POLE, 31.1 METERS (102.0 FT)
 AZ0428'WEST OF THE NORTH POST OF A GATE, 14.5 METERS (47.5 FT) SOUTHWEST OF A
 AZ0428'FENCE AND 13.4 METERS (44.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AZ0428'HIGHWAY.
 AZ0428'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AZ0428'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0428
 AZ0428                          STATION RECOVERY (1999)
 AZ0428
 AZ0428'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0405 ***********************************************************************
 AZ0405  DESIGNATION -  Q 1416
 AZ0405  PID         -  AZ0405
 AZ0405  STATE/COUNTY-  TX/VAL VERDE
 AZ0405  USGS QUAD   -  LANGTRY (1973)
 AZ0405
 AZ0405                         *CURRENT SURVEY CONTROL
 AZ0405  ___________________________________________________________________
 AZ0405* NAD 83(1986)-  29 48 28.     (N)    101 30 02.     (W)     SCALED    
 AZ0405* NAVD 88     -       451.783  (meters)    1482.22   (feet)  ADJUSTED  
 AZ0405  ___________________________________________________________________
 AZ0405  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AZ0405  DYNAMIC HT  -         451.129 (meters)    1480.08  (feet)  COMP
 AZ0405  MODELED GRAV-     979,180.7   (mgal)                       NAVD 88
 AZ0405
 AZ0405  VERT ORDER  -  FIRST     CLASS II
 AZ0405
 AZ0405.The horizontal coordinates were scaled from a topographic map and have
 AZ0405.an estimated accuracy of +/- 6 seconds.
 AZ0405
 AZ0405.The orthometric height was determined by differential leveling
 AZ0405.and adjusted by the National Geodetic Survey in June 1991..
 AZ0405
 AZ0405.The geoid height was determined by GEOID03.
 AZ0405
 AZ0405.The dynamic height is computed by dividing the NAVD 88
 AZ0405.geopotential number by the normal gravity value computed on the
 AZ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0405.degrees latitude (g = 980.6199 gals.).
 AZ0405
 AZ0405.The modeled gravity was interpolated from observed gravity values.
 AZ0405
 AZ0405;                    North         East    Units  Estimated Accuracy
 AZ0405;SPC TXSC     - 4,221,410.      358,310.      MT  (+/- 180 meters Scaled)
 AZ0405
 AZ0405                          SUPERSEDED SURVEY CONTROL
 AZ0405
 AZ0405.No superseded survey control is available for this station.
 AZ0405
 AZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU583001(NAD 83)
 AZ0405_MARKER: DB = BENCH MARK DISK
 AZ0405_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0405_SP_SET: ROCK OUTCROP
 AZ0405_STAMPING: Q 1416 1981
 AZ0405_MARK LOGO: NGS   
 AZ0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0405
 AZ0405  HISTORY     - Date     Condition        Report By
 AZ0405  HISTORY     - 1981     MONUMENTED       NGS
 AZ0405  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0405
 AZ0405                          STATION DESCRIPTION
 AZ0405
 AZ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0405'8.1 KM (5.0 MI) SE FROM LANGTRY.
 AZ0405'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0405'OFFICE IN LANGTRY, THENCE 6.8 KM (4.2 MI) SOUTHEAST ALONG U.S.
 AZ0405'HIGHWAY 90, 0.2 KM (0.1 MI) NORTHWEST OF A GRAVELED ROAD, IN THE
 AZ0405'IN THE CENTER OF A 6 BY 25 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 AZ0405'18.7 METERS (61.4 FT) NORTH-NORTHEAST OF A FENCE AND 12.0 METERS
 AZ0405'(39.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0405'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 AZ0405'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AZ0405
 AZ0405                          STATION RECOVERY (1999)
 AZ0405
 AZ0405'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0633 ***********************************************************************
 BP0633  DESIGNATION -  Q 1417
 BP0633  PID         -  BP0633
 BP0633  STATE/COUNTY-  TX/PECOS
 BP0633  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0633
 BP0633                         *CURRENT SURVEY CONTROL
 BP0633  ___________________________________________________________________
 BP0633* NAD 83(1986)-  30 21 01.     (N)    102 26 12.     (W)     SCALED    
 BP0633* NAVD 88     -      1034.716  (meters)    3394.73   (feet)  ADJUSTED  
 BP0633  ___________________________________________________________________
 BP0633  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 BP0633  DYNAMIC HT  -        1033.107 (meters)    3389.45  (feet)  COMP
 BP0633  MODELED GRAV-     979,051.5   (mgal)                       NAVD 88
 BP0633
 BP0633  VERT ORDER  -  FIRST     CLASS II
 BP0633
 BP0633.The horizontal coordinates were scaled from a topographic map and have
 BP0633.an estimated accuracy of +/- 6 seconds.
 BP0633
 BP0633.The orthometric height was determined by differential leveling
 BP0633.and adjusted by the National Geodetic Survey in June 1991..
 BP0633
 BP0633.The geoid height was determined by GEOID03.
 BP0633
 BP0633.The dynamic height is computed by dividing the NAVD 88
 BP0633.geopotential number by the normal gravity value computed on the
 BP0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0633.degrees latitude (g = 980.6199 gals.).
 BP0633
 BP0633.The modeled gravity was interpolated from observed gravity values.
 BP0633
 BP0633;                    North         East    Units  Estimated Accuracy
 BP0633;SPC TX C     - 3,077,700.      497,800.      MT  (+/- 180 meters Scaled)
 BP0633
 BP0633                          SUPERSEDED SURVEY CONTROL
 BP0633
 BP0633.No superseded survey control is available for this station.
 BP0633
 BP0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP463603(NAD 83)
 BP0633_MARKER: DB = BENCH MARK DISK
 BP0633_SETTING: 66 = SET IN ROCK OUTCROP
 BP0633_SP_SET: ROCK OUTCROP
 BP0633_STAMPING: Q 1417 1981
 BP0633_MARK LOGO: NGS   
 BP0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0633+STABILITY: POSITION/ELEVATION WELL
 BP0633
 BP0633  HISTORY     - Date     Condition        Report By
 BP0633  HISTORY     - 1981     MONUMENTED       NGS
 BP0633
 BP0633                          STATION DESCRIPTION
 BP0633
 BP0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0633'25.3 KM (15.7 MI) NORTH FROM SANDERSON.
 BP0633'25.3 KM (15.7 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0633'WITH U.S. HIGHWAY 90 IN SANDERSON, IN AN 8 BY 15 FT EXPOSED AREA OF
 BP0633'OUTCROPPING BEDROCK, 44.2 METERS (145.0 FT) NORTHWEST OF THE SOUTHEAST
 BP0633'END OF A HIGHWAY CUT, 11.6 METERS (38.1 FT) NORTHEAST OF THE
 BP0633'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY AND 5.2 METERS
 BP0633'(17.1 FT) SOUTHWEST OF A FENCE.
 BP0633'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BP0633'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0388 ***********************************************************************
 AZ0388  DESIGNATION -  Q 1418
 AZ0388  PID         -  AZ0388
 AZ0388  STATE/COUNTY-  TX/VAL VERDE
 AZ0388  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0388
 AZ0388                         *CURRENT SURVEY CONTROL
 AZ0388  ___________________________________________________________________
 AZ0388* NAD 83(1986)-  29 54 34.     (N)    101 45 34.     (W)     SCALED    
 AZ0388* NAVD 88     -       541.004  (meters)    1774.94   (feet)  ADJUSTED  
 AZ0388  ___________________________________________________________________
 AZ0388  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AZ0388  DYNAMIC HT  -         540.203 (meters)    1772.32  (feet)  COMP
 AZ0388  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 AZ0388
 AZ0388  VERT ORDER  -  FIRST     CLASS II
 AZ0388
 AZ0388.The horizontal coordinates were scaled from a topographic map and have
 AZ0388.an estimated accuracy of +/- 6 seconds.
 AZ0388
 AZ0388.The orthometric height was determined by differential leveling
 AZ0388.and adjusted by the National Geodetic Survey in June 1991..
 AZ0388
 AZ0388.The geoid height was determined by GEOID03.
 AZ0388
 AZ0388.The dynamic height is computed by dividing the NAVD 88
 AZ0388.geopotential number by the normal gravity value computed on the
 AZ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0388.degrees latitude (g = 980.6199 gals.).
 AZ0388
 AZ0388.The modeled gravity was interpolated from observed gravity values.
 AZ0388
 AZ0388;                    North         East    Units  Estimated Accuracy
 AZ0388;SPC TXSC     - 4,233,240.      333,560.      MT  (+/- 180 meters Scaled)
 AZ0388
 AZ0388                          SUPERSEDED SURVEY CONTROL
 AZ0388
 AZ0388.No superseded survey control is available for this station.
 AZ0388
 AZ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU335119(NAD 83)
 AZ0388_MARKER: DB = BENCH MARK DISK
 AZ0388_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0388_SP_SET: ROCK OUTCROP
 AZ0388_STAMPING: Q 1418 1981
 AZ0388_MARK LOGO: NGS   
 AZ0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0388
 AZ0388  HISTORY     - Date     Condition        Report By
 AZ0388  HISTORY     - 1981     MONUMENTED       NGS
 AZ0388  HISTORY     - 19990120 GOOD             USPSQD
 AZ0388
 AZ0388                          STATION DESCRIPTION
 AZ0388
 AZ0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0388'25.0 KM (15.5 MI) NW FROM LANGTRY.
 AZ0388'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0388'OFFICE IN LANGTRY, THENCE 23.7 KM (14.7 MI) WESTERLY ALONG U.S.
 AZ0388'HIGHWAY 90, AT THE VAL VERDE AND TERRELL COUNTY LINE, 0.1 KM (0.05 MI)
 AZ0388'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 1865, IN A 3 BY 20 FT
 AZ0388'EXPOSED AREA OF OUTCROPPING BEDROCK, 13.3 METERS (43.6 FT) NORTHEAST
 AZ0388'OF THE COUNTY LINE MARKER, 13.1 METERS (43.0 FT) SOUTH-SOUTHWEST OF
 AZ0388'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND 12.5 METERS
 AZ0388'(41.0 FT) NORTH-NORTHEAST OF A FENCE.
 AZ0388'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 AZ0388'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 AZ0388
 AZ0388                          STATION RECOVERY (1999)
 AZ0388
 AZ0388'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0758 ***********************************************************************
 BP0758  DESIGNATION -  Q 1419
 BP0758  PID         -  BP0758
 BP0758  STATE/COUNTY-  TX/PECOS
 BP0758  USGS QUAD   -  LONGFELLOW (1968)
 BP0758
 BP0758                         *CURRENT SURVEY CONTROL
 BP0758  ___________________________________________________________________
 BP0758* NAD 83(1986)-  30 10 24.     (N)    102 42 44.     (W)     SCALED    
 BP0758* NAVD 88     -      1092.682  (meters)    3584.91   (feet)  ADJUSTED  
 BP0758  ___________________________________________________________________
 BP0758  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BP0758  DYNAMIC HT  -        1090.939 (meters)    3579.19  (feet)  COMP
 BP0758  MODELED GRAV-     979,009.7   (mgal)                       NAVD 88
 BP0758
 BP0758  VERT ORDER  -  FIRST     CLASS II
 BP0758
 BP0758.The horizontal coordinates were scaled from a topographic map and have
 BP0758.an estimated accuracy of +/- 6 seconds.
 BP0758
 BP0758.The orthometric height was determined by differential leveling
 BP0758.and adjusted by the National Geodetic Survey in June 1991..
 BP0758
 BP0758.The geoid height was determined by GEOID03.
 BP0758
 BP0758.The dynamic height is computed by dividing the NAVD 88
 BP0758.geopotential number by the normal gravity value computed on the
 BP0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0758.degrees latitude (g = 980.6199 gals.).
 BP0758
 BP0758.The modeled gravity was interpolated from observed gravity values.
 BP0758
 BP0758;                    North         East    Units  Estimated Accuracy
 BP0758;SPC TX C     - 3,058,620.      470,890.      MT  (+/- 180 meters Scaled)
 BP0758
 BP0758                          SUPERSEDED SURVEY CONTROL
 BP0758
 BP0758.No superseded survey control is available for this station.
 BP0758
 BP0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP202402(NAD 83)
 BP0758_MARKER: I = METAL ROD
 BP0758_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0758+WITH SETTING: INFORMATION.
 BP0758_SP_SET: SHALLOW SET METAL ROD
 BP0758_STAMPING: Q 1419 1981
 BP0758_MARK LOGO: NGS   
 BP0758_PROJECTION: FLUSH
 BP0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0758_ROD/PIPE-DEPTH: 2.7  meters
 BP0758
 BP0758  HISTORY     - Date     Condition        Report By
 BP0758  HISTORY     - 1981     MONUMENTED       NGS
 BP0758
 BP0758                          STATION DESCRIPTION
 BP0758
 BP0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0758'33.9 KM (21.05 MI) WEST FROM SANDERSON.
 BP0758'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0758'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 33.7 KM (20.95 MI)
 BP0758'WESTERLY ALONG U.S. HIGHWAY 90, 0.1 KM (0.05 MI) WEST OF THE WEST END
 BP0758'OF A BRIDGE AND 22.6 METERS (74.1 FT) NORTH OF THE CENTERLINE OF THE
 BP0758'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0758'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0758'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0070 ***********************************************************************
 DQ0070  DESIGNATION -  Q 142
 DQ0070  PID         -  DQ0070
 DQ0070  STATE/COUNTY-  TX/TERRY
 DQ0070  USGS QUAD   -  MEADOW (1985)
 DQ0070
 DQ0070                         *CURRENT SURVEY CONTROL
 DQ0070  ___________________________________________________________________
 DQ0070* NAD 83(1986)-  33 20 24.     (N)    102 12 14.     (W)     SCALED    
 DQ0070* NAVD 88     -      1015.340  (meters)    3331.16   (feet)  ADJUSTED  
 DQ0070  ___________________________________________________________________
 DQ0070  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 DQ0070  DYNAMIC HT  -        1013.998 (meters)    3326.76  (feet)  COMP
 DQ0070  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 DQ0070
 DQ0070  VERT ORDER  -  FIRST     CLASS II
 DQ0070
 DQ0070.The horizontal coordinates were scaled from a topographic map and have
 DQ0070.an estimated accuracy of +/- 6 seconds.
 DQ0070
 DQ0070.The orthometric height was determined by differential leveling
 DQ0070.and adjusted by the National Geodetic Survey in June 1991..
 DQ0070
 DQ0070.The geoid height was determined by GEOID03.
 DQ0070
 DQ0070.The dynamic height is computed by dividing the NAVD 88
 DQ0070.geopotential number by the normal gravity value computed on the
 DQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0070.degrees latitude (g = 980.6199 gals.).
 DQ0070
 DQ0070.The modeled gravity was interpolated from observed gravity values.
 DQ0070
 DQ0070;                    North         East    Units  Estimated Accuracy
 DQ0070;SPC TXNC     - 2,191,630.      255,300.      MT  (+/- 180 meters Scaled)
 DQ0070
 DQ0070                          SUPERSEDED SURVEY CONTROL
 DQ0070
 DQ0070  NGVD 29 (??/??/92) 1014.970  (m)         3329.95   (f) ADJ UNCH    1 2
 DQ0070
 DQ0070.Superseded values are not recommended for survey control.
 DQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0070.See file dsdata.txt to determine how the superseded data were derived.
 DQ0070
 DQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS602924(NAD 83)
 DQ0070_MARKER: DB = BENCH MARK DISK
 DQ0070_SETTING: 0 = UNSPECIFIED SETTING
 DQ0070_STAMPING: Q 142 1934
 DQ0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0070
 DQ0070  HISTORY     - Date     Condition        Report By
 DQ0070  HISTORY     - 1934     MONUMENTED       CGS
 DQ0070
 DQ0070                          STATION DESCRIPTION
 DQ0070
 DQ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0070'0.2 MI N FROM MEADOW.
 DQ0070'0.2 MI. NORTH ALONG P. AND S. F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0070'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0070'RAILROAD, 0.7 MILE SOUTH OF MILE POLE 27, 33 RAIL LENGTH NORTH OF THE
 DQ0070'P. AND S. F. STATION AT MEADOW, 2 RAIL LENGTHS SOUTH OF THE PUBLIC
 DQ0070'RAILROAD CROSSING NORTH OF THE STATION, 6 1/4 RAIL LENTHS NORTH OF
 DQ0070'SWITCH STAND OF SIDING, 39 FEET EAST OF THE TRACK, 12 FEET WEST OF
 DQ0070'HIGHWAY RIGHT OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1285 ***********************************************************************
 AE1285  DESIGNATION -  Q 1420
 AE1285  PID         -  AE1285
 AE1285  STATE/COUNTY-  TX/STARR
 AE1285  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1285
 AE1285                         *CURRENT SURVEY CONTROL
 AE1285  ___________________________________________________________________
 AE1285* NAD 83(1986)-  26 24 21.     (N)    098 56 25.     (W)     SCALED    
 AE1285* NAVD 88     -        60.074  (meters)     197.09   (feet)  ADJUSTED  
 AE1285  ___________________________________________________________________
 AE1285  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AE1285  DYNAMIC HT  -          59.976 (meters)     196.77  (feet)  COMP
 AE1285  MODELED GRAV-     979,011.6   (mgal)                       NAVD 88
 AE1285
 AE1285  VERT ORDER  -  FIRST     CLASS II
 AE1285
 AE1285.The horizontal coordinates were scaled from a topographic map and have
 AE1285.an estimated accuracy of +/- 6 seconds.
 AE1285
 AE1285.The orthometric height was determined by differential leveling
 AE1285.and adjusted by the National Geodetic Survey in June 1991..
 AE1285
 AE1285.The geoid height was determined by GEOID03.
 AE1285
 AE1285.The dynamic height is computed by dividing the NAVD 88
 AE1285.geopotential number by the normal gravity value computed on the
 AE1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1285.degrees latitude (g = 980.6199 gals.).
 AE1285
 AE1285.The modeled gravity was interpolated from observed gravity values.
 AE1285
 AE1285;                    North         East    Units  Estimated Accuracy
 AE1285;SPC TX S     - 5,081,970.      256,080.      MT  (+/- 180 meters Scaled)
 AE1285
 AE1285                          SUPERSEDED SURVEY CONTROL
 AE1285
 AE1285.No superseded survey control is available for this station.
 AE1285
 AE1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ059206(NAD 83)
 AE1285_MARKER: I = METAL ROD
 AE1285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1285_SP_SET: STAINLESS STEEL ROD
 AE1285_STAMPING: Q 1420 1981
 AE1285_MARK LOGO: NGS   
 AE1285_PROJECTION: RECESSED 5 CENTIMETERS
 AE1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1285_ROD/PIPE-DEPTH: 6.1  meters
 AE1285
 AE1285  HISTORY     - Date     Condition        Report By
 AE1285  HISTORY     - 1981     MONUMENTED       NGS
 AE1285
 AE1285                          STATION DESCRIPTION
 AE1285
 AE1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1285'9.2 KM (5.75 MI) ESE FROM ROMA.
 AE1285'9.2 KM (5.75 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1285'OFFICE IN ROMA, AT THE JUNCTION WITH FARM ROAD 649 LEADING NORTH,
 AE1285'15.6 METERS (51.10 FT) SOUTH OF CENTER OF HIGHWAY 83 EASTBOUND LANE.
 AE1285'9.5 METERS (31.0 FT) EAST SOUTHEAST OF CENTER OF ASPHALT ROAD LEADING
 AE1285'SOUTH SOUTHWEST, 0.30 METERS (1.0 FT) WEST OF A FENCE LINE.
 AE1285'0.61 METERS (2.0 FT) EAST SOUTHEAST OF A CORNER FENCE POST, 2.4 METERS
 AE1285'(8.0 FT) SOUTHEAST OF A TRAFFIC LIGHT SUPPORT POLE, 2.1 METERS
 AE1285'(7.0 FT) EAST SOUTHEAST OF A HIGHWAY STOP SIGN.
 AE1285'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AE1285'THE MARK IS 0.61 M ABOVE ASPHALT ROAD..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1221 ***********************************************************************
 AE1221  DESIGNATION -  Q 1421
 AE1221  PID         -  AE1221
 AE1221  STATE/COUNTY-  TX/HIDALGO
 AE1221  USGS QUAD   -  DONNA (1983)
 AE1221
 AE1221                         *CURRENT SURVEY CONTROL
 AE1221  ___________________________________________________________________
 AE1221* NAD 83(1986)-  26 10 06.     (N)    098 03 13.     (W)     SCALED    
 AE1221* NAVD 88     -        28.709  (meters)      94.19   (feet)  ADJUSTED  
 AE1221  ___________________________________________________________________
 AE1221  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AE1221  DYNAMIC HT  -          28.661 (meters)      94.03  (feet)  COMP
 AE1221  MODELED GRAV-     979,002.1   (mgal)                       NAVD 88
 AE1221
 AE1221  VERT ORDER  -  FIRST     CLASS II
 AE1221
 AE1221.The horizontal coordinates were scaled from a topographic map and have
 AE1221.an estimated accuracy of +/- 6 seconds.
 AE1221
 AE1221.The orthometric height was determined by differential leveling
 AE1221.and adjusted by the National Geodetic Survey in June 1991..
 AE1221
 AE1221.The geoid height was determined by GEOID03.
 AE1221
 AE1221.The dynamic height is computed by dividing the NAVD 88
 AE1221.geopotential number by the normal gravity value computed on the
 AE1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1221.degrees latitude (g = 980.6199 gals.).
 AE1221
 AE1221.The modeled gravity was interpolated from observed gravity values.
 AE1221
 AE1221;                    North         East    Units  Estimated Accuracy
 AE1221;SPC TX S     - 5,055,660.      344,630.      MT  (+/- 180 meters Scaled)
 AE1221
 AE1221                          SUPERSEDED SURVEY CONTROL
 AE1221
 AE1221.No superseded survey control is available for this station.
 AE1221
 AE1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP945946(NAD 83)
 AE1221_MARKER: I = METAL ROD
 AE1221_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1221_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AE1221_STAMPING: Q 1421 1981
 AE1221_MARK LOGO: NGS   
 AE1221_PROJECTION: RECESSED 2 CENTIMETERS
 AE1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1221+STABILITY: POSITION/ELEVATION WELL
 AE1221_ROD/PIPE-DEPTH: 10.9 meters
 AE1221_SLEEVE-DEPTH  : 7 meters
 AE1221
 AE1221  HISTORY     - Date     Condition        Report By
 AE1221  HISTORY     - 1981     MONUMENTED       NGS
 AE1221
 AE1221                          STATION DESCRIPTION
 AE1221
 AE1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1221'IN DONNA.
 AE1221'IN DONNA, AT THE DONNA PUBLIC SAFETY BUILDING, ALONG SOUTH 10TH
 AE1221'STREET BETWEEN MILLER AVENUE AND FORDYCE AVENUE, 19.1 (62.5 FT) WEST
 AE1221'OF THE CENTER OF SOUTH 10TH STREET, 71.3 METERS (234.0 FT) SOUTH OF
 AE1221'THE CENTER OF MILLER AVENUE, 69.5 METERS (228.0 FT) NORTH OF THE
 AE1221'CENTER OF FORDYCE AVENUE, 11.2 METERS (36.8 FT) WEST SOUTHWEST OF A
 AE1221'LIGHT POLE, 12.5 (41.0 FT) SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF
 AE1221'THE BUILDING, 7.4 METERS (24.4 FT) NORTHEAST OF THE SOUTHEAST CORNER
 AE1221'OF THE BUILDING, 2.7 METERS (9.0 FT) SOUTH OF THE CENTER OF AN EAST
 AE1221'WEST SIDEWALK LEADING TO THE MAINTENTRANCE, AND 3.2 METERS (10.5 FT)
 AE1221'SOUTHEAST OF A FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1104 ***********************************************************************
 AJ1104  DESIGNATION -  Q 1422
 AJ1104  PID         -  AJ1104
 AJ1104  STATE/COUNTY-  TX/WEBB
 AJ1104  USGS QUAD   -  ORVIL (1980)
 AJ1104
 AJ1104                         *CURRENT SURVEY CONTROL
 AJ1104  ___________________________________________________________________
 AJ1104* NAD 83(1986)-  27 38 03.     (N)    099 29 15.     (W)     SCALED    
 AJ1104* NAVD 88     -       167.472  (meters)     549.45   (feet)  ADJUSTED  
 AJ1104  ___________________________________________________________________
 AJ1104  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AJ1104  DYNAMIC HT  -         167.210 (meters)     548.59  (feet)  COMP
 AJ1104  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 AJ1104
 AJ1104  VERT ORDER  -  FIRST     CLASS II
 AJ1104
 AJ1104.The horizontal coordinates were scaled from a topographic map and have
 AJ1104.an estimated accuracy of +/- 6 seconds.
 AJ1104
 AJ1104.The orthometric height was determined by differential leveling
 AJ1104.and adjusted by the National Geodetic Survey in June 1991..
 AJ1104
 AJ1104.The geoid height was determined by GEOID03.
 AJ1104
 AJ1104.The dynamic height is computed by dividing the NAVD 88
 AJ1104.geopotential number by the normal gravity value computed on the
 AJ1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1104.degrees latitude (g = 980.6199 gals.).
 AJ1104
 AJ1104.The modeled gravity was interpolated from observed gravity values.
 AJ1104
 AJ1104;                    North         East    Units  Estimated Accuracy
 AJ1104;SPC TX S     - 5,218,370.      202,550.      MT  (+/- 180 meters Scaled)
 AJ1104
 AJ1104                          SUPERSEDED SURVEY CONTROL
 AJ1104
 AJ1104.No superseded survey control is available for this station.
 AJ1104
 AJ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR519567(NAD 83)
 AJ1104_MARKER: I = METAL ROD
 AJ1104_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1104_SP_SET: STAINLESS STEEL ROD
 AJ1104_STAMPING: Q 1422 1981
 AJ1104_MARK LOGO: NGS   
 AJ1104_PROJECTION: RECESSED 3 CENTIMETERS
 AJ1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1104+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1104_ROD/PIPE-DEPTH: 3.4  meters
 AJ1104
 AJ1104  HISTORY     - Date     Condition        Report By
 AJ1104  HISTORY     - 1981     MONUMENTED       NGS
 AJ1104  HISTORY     - 20020409 GOOD             USPSQD
 AJ1104
 AJ1104                          STATION DESCRIPTION
 AJ1104
 AJ1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1104'14.8 KM (9.2 MI) NORTH FROM LAREDO.
 AJ1104'ONE AND ONE HALF BLOCKS (0.1 MI) WEST ALONG MATAMOROS STREET FROM THE
 AJ1104'POST OFFICE IN LAREDO, THENCE 9.7 KM (6.0 MI) NORTH ALONG SANTA MARIA
 AJ1104'AVENUE AND THE INTERSTATE HIGHWAY 35 WEST FRONTAGE ROAD THENCE 1.9 KM
 AJ1104'(1.2 MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD, THENCE 3.1 KM (1.9
 AJ1104'MI) NORTH ALONG THE INTERSTATE HIGHWAY 35 EAST FRONTAGE ROAD, NEAR AN
 AJ1104'EAST WEST GAS PIPELINE CROSSING, 13.3 METERS (43.5 FT) EAST OF THE
 AJ1104'CENTER OF THE FRONTAGE ROAD.  13.1 METERS (43.0 FT) WEST OF THE WEST
 AJ1104'RAIL.  97.5 METERS (320.0 FT) NORTHEAST OF THE NORTH END OF A 3
 AJ1104'CHANNEL CULVERT UNDER I-35 NORTHBOUND LANES.  15.7 METERS (51.5 FT)
 AJ1104'SOUTH OF A PIPELINE MARKER, AND 1.6 METERS (5.3 FT) SOUTH OF A
 AJ1104'TELEPHONE POLE.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1104'THE MARK IS 0.58 METERS  N FROM A WITNESS POST.
 AJ1104'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD.
 AJ1104
 AJ1104                          STATION RECOVERY (2002)
 AJ1104
 AJ1104'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0690 ***********************************************************************
 BP0690  DESIGNATION -  Q 1426
 BP0690  PID         -  BP0690
 BP0690  STATE/COUNTY-  TX/PECOS
 BP0690  USGS QUAD   -  SADDLE BUTTE (1970)
 BP0690
 BP0690                         *CURRENT SURVEY CONTROL
 BP0690  ___________________________________________________________________
 BP0690* NAD 83(1986)-  30 59 10.     (N)    102 31 52.     (W)     SCALED    
 BP0690* NAVD 88     -       790.955  (meters)    2594.99   (feet)  ADJUSTED  
 BP0690  ___________________________________________________________________
 BP0690  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 BP0690  DYNAMIC HT  -         789.816 (meters)    2591.25  (feet)  COMP
 BP0690  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 BP0690
 BP0690  VERT ORDER  -  FIRST     CLASS II
 BP0690
 BP0690.The horizontal coordinates were scaled from a topographic map and have
 BP0690.an estimated accuracy of +/- 6 seconds.
 BP0690
 BP0690.The orthometric height was determined by differential leveling
 BP0690.and adjusted by the National Geodetic Survey in June 1991..
 BP0690
 BP0690.The geoid height was determined by GEOID03.
 BP0690
 BP0690.The dynamic height is computed by dividing the NAVD 88
 BP0690.geopotential number by the normal gravity value computed on the
 BP0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0690.degrees latitude (g = 980.6199 gals.).
 BP0690
 BP0690.The modeled gravity was interpolated from observed gravity values.
 BP0690
 BP0690;                    North         East    Units  Estimated Accuracy
 BP0690;SPC TX C     - 3,148,340.      490,110.      MT  (+/- 180 meters Scaled)
 BP0690
 BP0690                          SUPERSEDED SURVEY CONTROL
 BP0690
 BP0690.No superseded survey control is available for this station.
 BP0690
 BP0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ357306(NAD 83)
 BP0690_MARKER: DB = BENCH MARK DISK
 BP0690_SETTING: 66 = SET IN ROCK OUTCROP
 BP0690_SP_SET: ROCK OUTCROP
 BP0690_STAMPING: Q 1426 1981
 BP0690_MARK LOGO: NGS   
 BP0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0690+STABILITY: POSITION/ELEVATION WELL
 BP0690
 BP0690  HISTORY     - Date     Condition        Report By
 BP0690  HISTORY     - 1981     MONUMENTED       NGS
 BP0690
 BP0690                          STATION DESCRIPTION
 BP0690
 BP0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0690'16.2 KM (10.05 MI) SW FROM GIRVIN.
 BP0690'16.2 KM (10.05 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 BP0690'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, IN A 3 BY 3 FT EXPOSED AREA
 BP0690'OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) SOUTHWEST OF A SIDE ROAD
 BP0690'LEADING EAST, 16.0 METERS (52.5 FT) NORTH-NORTHWEST OF THE CENTERLINE
 BP0690'OF THE HIGHWAY, 10.8 METERS (35.4 FT) NORTH OF A HIGHWAY INFORMATION
 BP0690'SIGN (67 AND 385) AND 7.5 METERS (24.6 FT) SOUTH-SOUTHEAST OF A FENCE.
 BP0690'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BP0690'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0667 ***********************************************************************
 CC0667  DESIGNATION -  Q 1427
 CC0667  PID         -  CC0667
 CC0667  STATE/COUNTY-  TX/UPTON
 CC0667  USGS QUAD   -  SQUARE TOP MOUNTAIN (1972)
 CC0667
 CC0667                         *CURRENT SURVEY CONTROL
 CC0667  ___________________________________________________________________
 CC0667* NAD 83(1986)-  31 09 17.     (N)    102 06 26.     (W)     SCALED    
 CC0667* NAVD 88     -       764.616  (meters)    2508.58   (feet)  ADJUSTED  
 CC0667  ___________________________________________________________________
 CC0667  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CC0667  DYNAMIC HT  -         763.513 (meters)    2504.96  (feet)  COMP
 CC0667  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 CC0667
 CC0667  VERT ORDER  -  FIRST     CLASS II
 CC0667
 CC0667.The horizontal coordinates were scaled from a topographic map and have
 CC0667.an estimated accuracy of +/- 6 seconds.
 CC0667
 CC0667.The orthometric height was determined by differential leveling
 CC0667.and adjusted by the National Geodetic Survey in June 1991..
 CC0667
 CC0667.The geoid height was determined by GEOID03.
 CC0667
 CC0667.The dynamic height is computed by dividing the NAVD 88
 CC0667.geopotential number by the normal gravity value computed on the
 CC0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0667.degrees latitude (g = 980.6199 gals.).
 CC0667
 CC0667.The modeled gravity was interpolated from observed gravity values.
 CC0667
 CC0667;                    North         East    Units  Estimated Accuracy
 CC0667;SPC TX C     - 3,166,310.      530,890.      MT  (+/- 180 meters Scaled)
 CC0667
 CC0667                          SUPERSEDED SURVEY CONTROL
 CC0667
 CC0667.No superseded survey control is available for this station.
 CC0667
 CC0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ757503(NAD 83)
 CC0667_MARKER: I = METAL ROD
 CC0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0667_SP_SET: STAINLESS STEEL ROD
 CC0667_STAMPING: Q 1427 1981
 CC0667_MARK LOGO: NGS   
 CC0667_PROJECTION: FLUSH
 CC0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0667_ROD/PIPE-DEPTH: 4.9  meters
 CC0667
 CC0667  HISTORY     - Date     Condition        Report By
 CC0667  HISTORY     - 1981     MONUMENTED       NGS
 CC0667
 CC0667                          STATION DESCRIPTION
 CC0667
 CC0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0667'11.0 KM (6.85 MI) NE FROM MCCAMEY.
 CC0667'11.0 KM (6.85 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CC0667'WITH U.S. HIGHWAY 385 AND FARM ROAD 305 IN MCCAMEY, 29.8 METERS (97.8
 CC0667'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 6.8 METERS (22.3 FT)
 CC0667'EAST OF THE CENTER OF A FIELD ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM
 CC0667'POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0667'THE MARK IS 0.4 METERS  S FROM  A FENCE AND WITNESS POST
 CC0667'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0685 ***********************************************************************
 CB0685  DESIGNATION -  Q 1428
 CB0685  PID         -  CB0685
 CB0685  STATE/COUNTY-  TX/REAGAN
 CB0685  USGS QUAD   -  BEST (1970)
 CB0685
 CB0685                         *CURRENT SURVEY CONTROL
 CB0685  ___________________________________________________________________
 CB0685* NAD 83(1986)-  31 13 02.     (N)    101 35 06.     (W)     SCALED    
 CB0685* NAVD 88     -       839.447  (meters)    2754.09   (feet)  ADJUSTED  
 CB0685  ___________________________________________________________________
 CB0685  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0685  DYNAMIC HT  -         838.222 (meters)    2750.07  (feet)  COMP
 CB0685  MODELED GRAV-     979,153.3   (mgal)                       NAVD 88
 CB0685
 CB0685  VERT ORDER  -  FIRST     CLASS II
 CB0685
 CB0685.The horizontal coordinates were scaled from a topographic map and have
 CB0685.an estimated accuracy of +/- 6 seconds.
 CB0685
 CB0685.The orthometric height was determined by differential leveling
 CB0685.and adjusted by the National Geodetic Survey in June 1991..
 CB0685
 CB0685.The geoid height was determined by GEOID03.
 CB0685
 CB0685.The dynamic height is computed by dividing the NAVD 88
 CB0685.geopotential number by the normal gravity value computed on the
 CB0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0685.degrees latitude (g = 980.6199 gals.).
 CB0685
 CB0685.The modeled gravity was interpolated from observed gravity values.
 CB0685
 CB0685;                    North         East    Units  Estimated Accuracy
 CB0685;SPC TX C     - 3,172,560.      580,750.      MT  (+/- 180 meters Scaled)
 CB0685
 CB0685                          SUPERSEDED SURVEY CONTROL
 CB0685
 CB0685.No superseded survey control is available for this station.
 CB0685
 CB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV537565(NAD 83)
 CB0685_MARKER: I = METAL ROD
 CB0685_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0685+WITH SETTING: INFORMATION.
 CB0685_SP_SET: SHALLOW SET METAL ROD
 CB0685_STAMPING: Q 1428 1981
 CB0685_MARK LOGO: NGS   
 CB0685_PROJECTION: FLUSH
 CB0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0685_ROD/PIPE-DEPTH: 2.7  meters
 CB0685
 CB0685  HISTORY     - Date     Condition        Report By
 CB0685  HISTORY     - 1981     MONUMENTED       NGS
 CB0685
 CB0685                          STATION DESCRIPTION
 CB0685
 CB0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0685'11.4 KM (7.1 MI) WEST FROM BIG LAKE.
 CB0685'11.4 KM (7.1 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0685'STATE HIGHWAY 137 IN BIG LAKE AND 26.9 METERS (88.3 FT)
 CB0685'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CB0685'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0685'THE MARK IS 0.4 METERS  SSW FROM  A FENCE AND WITNESS POST
 CB0685'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0747 ***********************************************************************
 CA0747  DESIGNATION -  Q 1429
 CA0747  PID         -  CA0747
 CA0747  STATE/COUNTY-  TX/MCCULLOCH
 CA0747  USGS QUAD   -  MELVIN (1960)
 CA0747
 CA0747                         *CURRENT SURVEY CONTROL
 CA0747  ___________________________________________________________________
 CA0747* NAD 83(1986)-  31 13 27.     (N)    099 37 09.     (W)     SCALED    
 CA0747* NAVD 88     -       571.625  (meters)    1875.41   (feet)  ADJUSTED  
 CA0747  ___________________________________________________________________
 CA0747  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CA0747  DYNAMIC HT  -         570.845 (meters)    1872.85  (feet)  COMP
 CA0747  MODELED GRAV-     979,258.4   (mgal)                       NAVD 88
 CA0747
 CA0747  VERT ORDER  -  FIRST     CLASS II
 CA0747
 CA0747.The horizontal coordinates were scaled from a topographic map and have
 CA0747.an estimated accuracy of +/- 6 seconds.
 CA0747
 CA0747.The orthometric height was determined by differential leveling
 CA0747.and adjusted by the National Geodetic Survey in June 1991..
 CA0747
 CA0747.The geoid height was determined by GEOID03.
 CA0747
 CA0747.The dynamic height is computed by dividing the NAVD 88
 CA0747.geopotential number by the normal gravity value computed on the
 CA0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0747.degrees latitude (g = 980.6199 gals.).
 CA0747
 CA0747.The modeled gravity was interpolated from observed gravity values.
 CA0747
 CA0747;                    North         East    Units  Estimated Accuracy
 CA0747;SPC TX C     - 3,172,880.      768,040.      MT  (+/- 180 meters Scaled)
 CA0747
 CA0747                          SUPERSEDED SURVEY CONTROL
 CA0747
 CA0747.No superseded survey control is available for this station.
 CA0747
 CA0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV410546(NAD 83)
 CA0747_MARKER: I = METAL ROD
 CA0747_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0747_SP_SET: STAINLESS STEEL ROD
 CA0747_STAMPING: Q 1429 1981
 CA0747_MARK LOGO: NGS   
 CA0747_PROJECTION: FLUSH
 CA0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0747_ROD/PIPE-DEPTH: 3.4  meters
 CA0747
 CA0747  HISTORY     - Date     Condition        Report By
 CA0747  HISTORY     - 1981     MONUMENTED       NGS
 CA0747  HISTORY     - 19990221 GOOD             USPSQD
 CA0747  HISTORY     - 20010219 GOOD             USPSQD
 CA0747
 CA0747                          STATION DESCRIPTION
 CA0747
 CA0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0747'22.0 KM (13.65 MI) SE FROM EDEN.
 CA0747'22.0 KM (13.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CA0747'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 0.3 KM (0.2 MI) NORTHWEST OF A
 CA0747'CROSSROADS, 15.6 METERS (51.2 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 CA0747'THE HIGHWAY AND 2.1 METERS (6.9 FT) WEST-NORTHWEST OF A UTILITY POLE.
 CA0747'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0747'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CA0747'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0747
 CA0747                          STATION RECOVERY (1999)
 CA0747
 CA0747'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0747'RECOVERED IN GOOD CONDITION.
 CA0747
 CA0747                          STATION RECOVERY (2001)
 CA0747
 CA0747'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0210 ***********************************************************************
 CV0210  DESIGNATION -  Q 143
 CV0210  PID         -  CV0210
 CV0210  STATE/COUNTY-  TX/GAINES
 CV0210  USGS QUAD   -  SEMINOLE SW (1969)
 CV0210
 CV0210                         *CURRENT SURVEY CONTROL
 CV0210  ___________________________________________________________________
 CV0210* NAD 83(1986)-  32 37 27.     (N)    102 38 38.     (W)     SCALED    
 CV0210* NAVD 88     -       995.361  (meters)    3265.61   (feet)  POSTED    
 CV0210  ___________________________________________________________________
 CV0210  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CV0210  DYNAMIC HT  -         994.010 (meters)    3261.18  (feet)  COMP
 CV0210  MODELED GRAV-     979,245.3   (mgal)                       NAVD 88
 CV0210
 CV0210  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CV0210
 CV0210.The horizontal coordinates were scaled from a topographic map and have
 CV0210.an estimated accuracy of +/- 6 seconds.
 CV0210
 CV0210.The orthometric height was determined by differential leveling
 CV0210.and adjusted by the National Geodetic Survey in 1992..
 CV0210.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CV0210.rate of 2.1 thru 3.0 mm/km.
 CV0210
 CV0210.The geoid height was determined by GEOID03.
 CV0210
 CV0210.The dynamic height is computed by dividing the NAVD 88
 CV0210.geopotential number by the normal gravity value computed on the
 CV0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0210.degrees latitude (g = 980.6199 gals.).
 CV0210
 CV0210.The modeled gravity was interpolated from observed gravity values.
 CV0210
 CV0210;                    North         East    Units  Estimated Accuracy
 CV0210;SPC TXNC     - 2,113,850.      211,250.      MT  (+/- 180 meters Scaled)
 CV0210
 CV0210                          SUPERSEDED SURVEY CONTROL
 CV0210
 CV0210  NGVD 29 (??/??/92)  995.027  (m)         3264.52   (f) ADJ UNCH    1 2
 CV0210
 CV0210.Superseded values are not recommended for survey control.
 CV0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0210.See file dsdata.txt to determine how the superseded data were derived.
 CV0210
 CV0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS210120(NAD 83)
 CV0210_MARKER: DB = BENCH MARK DISK
 CV0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0210_STAMPING: Q 143 1934
 CV0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0210+STABILITY: SURFACE MOTION
 CV0210
 CV0210  HISTORY     - Date     Condition        Report By
 CV0210  HISTORY     - 1934     MONUMENTED       CGS
 CV0210  HISTORY     - 1969     GOOD             USGS
 CV0210
 CV0210                          STATION DESCRIPTION
 CV0210
 CV0210'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CV0210'6.5 MI S FROM SEMINOLE.
 CV0210'6.5 MI. S. ALONG U. S. HWY. 385 FROM THE COURTHOUSE AT SEMINOLE,
 CV0210'GAINES COUNTY, 0.2 MI. NORTH OF A CONCRETE CULVERT, 130 FT. E. OF THE
 CV0210'CENTERLINE OF THE W. LANE, AND 1 FT. W. OF THE RIGHT-OF-WAY FENCE.  A
 CV0210'STANDARD DISK, STAMPED Q 143 1934 AND SET IN THE TOP OF A CONCRETE
 CV0210'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0791 ***********************************************************************
 CB0791  DESIGNATION -  Q 1430
 CB0791  PID         -  CB0791
 CB0791  STATE/COUNTY-  TX/CONCHO
 CB0791  USGS QUAD   -  VICK (1984)
 CB0791
 CB0791                         *CURRENT SURVEY CONTROL
 CB0791  ___________________________________________________________________
 CB0791* NAD 83(1986)-  31 16 51.     (N)    100 01 57.     (W)     SCALED    
 CB0791* NAVD 88     -       578.476  (meters)    1897.88   (feet)  ADJUSTED  
 CB0791  ___________________________________________________________________
 CB0791  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CB0791  DYNAMIC HT  -         577.681 (meters)    1895.28  (feet)  COMP
 CB0791  MODELED GRAV-     979,247.9   (mgal)                       NAVD 88
 CB0791
 CB0791  VERT ORDER  -  FIRST     CLASS II
 CB0791
 CB0791.The horizontal coordinates were scaled from a topographic map and have
 CB0791.an estimated accuracy of +/- 6 seconds.
 CB0791
 CB0791.The orthometric height was determined by differential leveling
 CB0791.and adjusted by the National Geodetic Survey in June 1991..
 CB0791
 CB0791.The geoid height was determined by GEOID03.
 CB0791
 CB0791.The dynamic height is computed by dividing the NAVD 88
 CB0791.geopotential number by the normal gravity value computed on the
 CB0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0791.degrees latitude (g = 980.6199 gals.).
 CB0791
 CB0791.The modeled gravity was interpolated from observed gravity values.
 CB0791
 CB0791;                    North         East    Units  Estimated Accuracy
 CB0791;SPC TX C     - 3,178,980.      728,640.      MT  (+/- 180 meters Scaled)
 CB0791
 CB0791                          SUPERSEDED SURVEY CONTROL
 CB0791
 CB0791.No superseded survey control is available for this station.
 CB0791
 CB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV017611(NAD 83)
 CB0791_MARKER: DB = BENCH MARK DISK
 CB0791_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0791_SP_SET: ABUTMENT
 CB0791_STAMPING: Q 1430 1981
 CB0791_MARK LOGO: NGS   
 CB0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0791+STABILITY: POSITION/ELEVATION WELL
 CB0791
 CB0791  HISTORY     - Date     Condition        Report By
 CB0791  HISTORY     - 1981     MONUMENTED       NGS
 CB0791  HISTORY     - 19991231 GOOD             USPSQD
 CB0791
 CB0791                          STATION DESCRIPTION
 CB0791
 CB0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0791'21.4 KM (13.3 MI) NW FROM EDEN.
 CB0791'21.4 KM (13.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CB0791'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, IN TOP OF THE NORTHEAST END OF
 CB0791'THE SOUTHEAST ABUTMENT OF A HIGHWAY BRIDGE AND 7.6 METERS (24.9 FT)
 CB0791'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CB0791'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CB0791
 CB0791                          STATION RECOVERY (1999)
 CB0791
 CB0791'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0768 ***********************************************************************
 CB0768  DESIGNATION -  Q 1431
 CB0768  PID         -  CB0768
 CB0768  STATE/COUNTY-  TX/TOM GREEN
 CB0768  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0768
 CB0768                         *CURRENT SURVEY CONTROL
 CB0768  ___________________________________________________________________
 CB0768* NAD 83(1986)-  31 25 26.     (N)    100 24 50.     (W)     SCALED    
 CB0768* NAVD 88     -       568.435  (meters)    1864.94   (feet)  ADJUSTED  
 CB0768  ___________________________________________________________________
 CB0768  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CB0768  DYNAMIC HT  -         567.656 (meters)    1862.38  (feet)  COMP
 CB0768  MODELED GRAV-     979,252.0   (mgal)                       NAVD 88
 CB0768
 CB0768  VERT ORDER  -  FIRST     CLASS II
 CB0768
 CB0768.The horizontal coordinates were scaled from a topographic map and have
 CB0768.an estimated accuracy of +/- 6 seconds.
 CB0768
 CB0768.The orthometric height was determined by differential leveling
 CB0768.and adjusted by the National Geodetic Survey in June 1991..
 CB0768
 CB0768.The geoid height was determined by GEOID03.
 CB0768
 CB0768.The dynamic height is computed by dividing the NAVD 88
 CB0768.geopotential number by the normal gravity value computed on the
 CB0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0768.degrees latitude (g = 980.6199 gals.).
 CB0768
 CB0768.The modeled gravity was interpolated from observed gravity values.
 CB0768
 CB0768;                    North         East    Units  Estimated Accuracy
 CB0768;SPC TX C     - 3,194,800.      692,340.      MT  (+/- 180 meters Scaled)
 CB0768
 CB0768                          SUPERSEDED SURVEY CONTROL
 CB0768
 CB0768.No superseded survey control is available for this station.
 CB0768
 CB0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV656774(NAD 83)
 CB0768_MARKER: I = METAL ROD
 CB0768_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0768_SP_SET: STAINLESS STEEL ROD
 CB0768_STAMPING: Q 1431 1981
 CB0768_MARK LOGO: NGS   
 CB0768_PROJECTION: FLUSH
 CB0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0768+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 CB0768_ROD/PIPE-DEPTH: 3.4  meters
 CB0768
 CB0768  HISTORY     - Date     Condition        Report By
 CB0768  HISTORY     - 1981     MONUMENTED       NGS
 CB0768  HISTORY     - 20031128 GOOD             USPSQD
 CB0768
 CB0768                          STATION DESCRIPTION
 CB0768
 CB0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0768'4.55 KM (2.8 MI) SE FROM SAN ANGELO.
 CB0768'3.7 KM (2.3 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET FROM THE
 CB0768'ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE
 CB0768'0.9 KM (0.55 MI) SOUTHEASTERLY ALONG FARM ROAD 1223, AT THE SOUTH
 CB0768'ENTRANCE TO THE GOODFELLOW AIR FORCE BASE, 19.0 METERS (62.3 FT) WEST
 CB0768'OF THE CENTER OF THE ENTRANCE AND GOODFELLOW AIR FORCE BASE SIGN, 16.8
 CB0768'METERS (55.1 FT) NORTH OF THE CENTERLINE OF THE ROAD AND 11.5 METERS
 CB0768'(37.7 FT) WEST OF THE WEST CURB OF THE ENTRANCE.  NOTE=ACCESS TO THE
 CB0768'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0768'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 CB0768'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CB0768
 CB0768                          STATION RECOVERY (2003)
 CB0768
 CB0768'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0503 ***********************************************************************
 AZ0503  DESIGNATION -  Q 1432
 AZ0503  PID         -  AZ0503
 AZ0503  STATE/COUNTY-  TX/KINNEY
 AZ0503  USGS QUAD   -  ODLAW (1974)
 AZ0503
 AZ0503                         *CURRENT SURVEY CONTROL
 AZ0503  ___________________________________________________________________
 AZ0503* NAD 83(1986)-  29 14 02.     (N)    100 12 50.     (W)     SCALED    
 AZ0503* NAVD 88     -       331.802  (meters)    1088.59   (feet)  ADJUSTED  
 AZ0503  ___________________________________________________________________
 AZ0503  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0503  DYNAMIC HT  -         331.319 (meters)    1087.00  (feet)  COMP
 AZ0503  MODELED GRAV-     979,178.5   (mgal)                       NAVD 88
 AZ0503
 AZ0503  VERT ORDER  -  FIRST     CLASS II
 AZ0503
 AZ0503.The horizontal coordinates were scaled from a topographic map and have
 AZ0503.an estimated accuracy of +/- 6 seconds.
 AZ0503
 AZ0503.The orthometric height was determined by differential leveling
 AZ0503.and adjusted by the National Geodetic Survey in June 1991..
 AZ0503
 AZ0503.The geoid height was determined by GEOID03.
 AZ0503
 AZ0503.The dynamic height is computed by dividing the NAVD 88
 AZ0503.geopotential number by the normal gravity value computed on the
 AZ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0503.degrees latitude (g = 980.6199 gals.).
 AZ0503
 AZ0503.The modeled gravity was interpolated from observed gravity values.
 AZ0503
 AZ0503;                    North         East    Units  Estimated Accuracy
 AZ0503;SPC TXSC     - 4,155,830.      482,010.      MT  (+/- 180 meters Scaled)
 AZ0503
 AZ0503                          SUPERSEDED SURVEY CONTROL
 AZ0503
 AZ0503.No superseded survey control is available for this station.
 AZ0503
 AZ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT820345(NAD 83)
 AZ0503_MARKER: DB = BENCH MARK DISK
 AZ0503_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0503_SP_SET: ROCK OUTCROP
 AZ0503_STAMPING: Q 1432 1982
 AZ0503_MARK LOGO: NGS   
 AZ0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0503+STABILITY: POSITION/ELEVATION WELL
 AZ0503
 AZ0503  HISTORY     - Date     Condition        Report By
 AZ0503  HISTORY     - 1982     MONUMENTED       NGS
 AZ0503
 AZ0503                          STATION DESCRIPTION
 AZ0503
 AZ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0503'24.0 KM (14.85 MI) ENE FROM SPOFFORD.
 AZ0503'24.0 KM (14.85 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM THE
 AZ0503'JUNCTION OF STATE ROUTE 131 IN SPOFFORD, ALSO 2.3 KM (1.45 MI)
 AZ0503'SOUTHWEST ALONG FARM ROAD 1572 FROM THE JUNCTION OF U.S. HIGHWAY 90
 AZ0503'ACROSS ROAD AND NORTHEAST OF POWERLINE POLE NUMBER 965, SET IN TOP AND
 AZ0503'CENTER OF A 20 BY 4 FT LIMESTONE OUTCROP OF ROCK WHICH IS ALONG THE
 AZ0503'NORTHWEST EDGE OF HIGHWAY, 5.5 METERS (18.0 FT) NORTHWEST OF
 AZ0503'CENTERLINE OF ROAD, AND 13.4 METERS (44.0 FT) SOUTHEAST OF A FENCE
 AZ0503'LINE.
 AZ0503'THE MARK IS 0.15 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0522 ***********************************************************************
 AZ0522  DESIGNATION -  Q 1433
 AZ0522  PID         -  AZ0522
 AZ0522  STATE/COUNTY-  TX/KINNEY
 AZ0522  USGS QUAD   -  SPOFFORD (1974)
 AZ0522
 AZ0522                         *CURRENT SURVEY CONTROL
 AZ0522  ___________________________________________________________________
 AZ0522* NAD 83(1986)-  29 07 56.     (N)    100 26 08.     (W)     SCALED    
 AZ0522* NAVD 88     -       293.438  (meters)     962.72   (feet)  ADJUSTED  
 AZ0522  ___________________________________________________________________
 AZ0522  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0522  DYNAMIC HT  -         293.008 (meters)     961.31  (feet)  COMP
 AZ0522  MODELED GRAV-     979,171.7   (mgal)                       NAVD 88
 AZ0522
 AZ0522  VERT ORDER  -  FIRST     CLASS II
 AZ0522
 AZ0522.The horizontal coordinates were scaled from a topographic map and have
 AZ0522.an estimated accuracy of +/- 6 seconds.
 AZ0522
 AZ0522.The orthometric height was determined by differential leveling
 AZ0522.and adjusted by the National Geodetic Survey in June 1991..
 AZ0522
 AZ0522.The geoid height was determined by GEOID03.
 AZ0522
 AZ0522.The dynamic height is computed by dividing the NAVD 88
 AZ0522.geopotential number by the normal gravity value computed on the
 AZ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0522.degrees latitude (g = 980.6199 gals.).
 AZ0522
 AZ0522.The modeled gravity was interpolated from observed gravity values.
 AZ0522
 AZ0522;                    North         East    Units  Estimated Accuracy
 AZ0522;SPC TXSC     - 4,144,810.      460,320.      MT  (+/- 180 meters Scaled)
 AZ0522
 AZ0522                          SUPERSEDED SURVEY CONTROL
 AZ0522
 AZ0522.No superseded survey control is available for this station.
 AZ0522
 AZ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT603234(NAD 83)
 AZ0522_MARKER: I = METAL ROD
 AZ0522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0522_SP_SET: STAINLESS STEEL ROD
 AZ0522_STAMPING: Q 1433 1982
 AZ0522_MARK LOGO: NGS   
 AZ0522_PROJECTION: FLUSH
 AZ0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0522_ROD/PIPE-DEPTH: 4.9  meters
 AZ0522
 AZ0522  HISTORY     - Date     Condition        Report By
 AZ0522  HISTORY     - 1982     MONUMENTED       NGS
 AZ0522  HISTORY     - 19960109 MARK NOT FOUND   USPSQD
 AZ0522
 AZ0522                          STATION DESCRIPTION
 AZ0522
 AZ0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0522'5.3 KM (3.3 MI) SSW FROM SPOFFORD.
 AZ0522'5.3 KM (3.3 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AZ0522'JUNCTION OF FARM ROAD 1572 IN SPOFFORD, AT A RANCH ROAD LEADING EAST,
 AZ0522'18.0 METERS (58.9 FT) EAST SOUTHEAST OF CENTERLINE OF THE HIGHWAY,
 AZ0522'5.9 METERS (19.3 FT) SOUTHWEST OF A WIRE GATE, 1.2 METERS (3.9 FT)
 AZ0522'SOUTHWEST OF A CORNER FENCE POST, AND 0.3 METER (1.0 FT) WEST
 AZ0522'NORTHWEST OF A FENCE LINE, NOTE, ROD DRIVEN TO REFUSAL.
 AZ0522'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 AZ0522'THE MARK IS 0.15 M BELOW HIGHWAY.
 AZ0522
 AZ0522                          STATION RECOVERY (1996)
 AZ0522
 AZ0522'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1620 ***********************************************************************
 AY1620  DESIGNATION -  Q 1434
 AY1620  PID         -  AY1620
 AY1620  STATE/COUNTY-  TX/MEDINA
 AY1620  USGS QUAD   -  CASTROVILLE (1982)
 AY1620
 AY1620                         *CURRENT SURVEY CONTROL
 AY1620  ___________________________________________________________________
 AY1620* NAD 83(1986)-  29 21 04.     (N)    098 59 01.     (W)     SCALED    
 AY1620* NAVD 88     -       299.590  (meters)     982.90   (feet)  ADJUSTED  
 AY1620  ___________________________________________________________________
 AY1620  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AY1620  DYNAMIC HT  -         299.154 (meters)     981.47  (feet)  COMP
 AY1620  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 AY1620
 AY1620  VERT ORDER  -  FIRST     CLASS II
 AY1620
 AY1620.The horizontal coordinates were scaled from a topographic map and have
 AY1620.an estimated accuracy of +/- 6 seconds.
 AY1620
 AY1620.The orthometric height was determined by differential leveling
 AY1620.and adjusted by the National Geodetic Survey in June 1991..
 AY1620
 AY1620.The geoid height was determined by GEOID03.
 AY1620
 AY1620.The dynamic height is computed by dividing the NAVD 88
 AY1620.geopotential number by the normal gravity value computed on the
 AY1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1620.degrees latitude (g = 980.6199 gals.).
 AY1620
 AY1620.The modeled gravity was interpolated from observed gravity values.
 AY1620
 AY1620;                    North         East    Units  Estimated Accuracy
 AY1620;SPC TXSC     - 4,168,210.      601,590.      MT  (+/- 180 meters Scaled)
 AY1620
 AY1620                          SUPERSEDED SURVEY CONTROL
 AY1620
 AY1620.No superseded survey control is available for this station.
 AY1620
 AY1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT015468(NAD 83)
 AY1620_MARKER: I = METAL ROD
 AY1620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1620_SP_SET: STAINLESS STEEL ROD
 AY1620_STAMPING: Q 1434 1982
 AY1620_MARK LOGO: NGS   
 AY1620_PROJECTION: FLUSH
 AY1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1620_ROD/PIPE-DEPTH: 4.0  meters
 AY1620
 AY1620  HISTORY     - Date     Condition        Report By
 AY1620  HISTORY     - 1982     MONUMENTED       NGS
 AY1620  HISTORY     - 19970211 GOOD             USPSQD
 AY1620  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AY1620  HISTORY     - 20050521 GOOD             USPSQD
 AY1620
 AY1620                          STATION DESCRIPTION
 AY1620
 AY1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1620'11.6 KM (7.2 MI) WEST FROM CASTROVILLE.
 AY1620'11.6 KM (7.2 MI) WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1620'ROAD 471 NORTH IN CASTROVILLE, AT A NORTH SOUTH, EAST WEST FENCE
 AY1620'INTERSECTION, 17.9 METERS (58.6 FT) NORTH OF CENTERLINE OF HIGHWAY,
 AY1620'0.61 METERS (2.0 FT) WEST OF A NORTH SOUTH, EAST WEST FENCE LINE
 AY1620'CORNER POST, AND 0.30 METERS (1.0 FT) SOUTH OF A FENCE.  NOTE, ROD
 AY1620'DRIVEN TO REFUSAL.
 AY1620'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AY1620'THE MARK IS 0.91 M ABOVE HIGHWAY.
 AY1620
 AY1620                          STATION RECOVERY (1997)
 AY1620
 AY1620'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1620'RECOVERED IN GOOD CONDITION.
 AY1620
 AY1620                          STATION RECOVERY (2002)
 AY1620
 AY1620'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1620'MARK NOT FOUND.
 AY1620
 AY1620                          STATION RECOVERY (2005)
 AY1620
 AY1620'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY1620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1208 ***********************************************************************
 AB1208  DESIGNATION -  Q 1435
 AB1208  PID         -  AB1208
 AB1208  STATE/COUNTY-  TX/CAMERON
 AB1208  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1208
 AB1208                         *CURRENT SURVEY CONTROL
 AB1208  ___________________________________________________________________
 AB1208* NAD 83(1986)-  25 59 06.     (N)    097 26 18.     (W)     SCALED    
 AB1208* NAVD 88     -         3.916  (meters)      12.85   (feet)  ADJUSTED  
 AB1208  ___________________________________________________________________
 AB1208  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AB1208  DYNAMIC HT  -           3.909 (meters)      12.82  (feet)  COMP
 AB1208  MODELED GRAV-     979,038.8   (mgal)                       NAVD 88
 AB1208
 AB1208  VERT ORDER  -  FIRST     CLASS II
 AB1208
 AB1208.The horizontal coordinates were scaled from a topographic map and have
 AB1208.an estimated accuracy of +/- 6 seconds.
 AB1208
 AB1208.The orthometric height was determined by differential leveling
 AB1208.and adjusted by the National Geodetic Survey in June 1991..
 AB1208
 AB1208.The geoid height was determined by GEOID03.
 AB1208
 AB1208.The dynamic height is computed by dividing the NAVD 88
 AB1208.geopotential number by the normal gravity value computed on the
 AB1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1208.degrees latitude (g = 980.6199 gals.).
 AB1208
 AB1208.The modeled gravity was interpolated from observed gravity values.
 AB1208
 AB1208;                    North         East    Units  Estimated Accuracy
 AB1208;SPC TX S     - 5,035,720.      406,310.      MT  (+/- 180 meters Scaled)
 AB1208
 AB1208                          SUPERSEDED SURVEY CONTROL
 AB1208
 AB1208.No superseded survey control is available for this station.
 AB1208
 AB1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP563749(NAD 83)
 AB1208_MARKER: I = METAL ROD
 AB1208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1208_SP_SET: STAINLESS STEEL ROD
 AB1208_STAMPING: Q 1435 1982
 AB1208_MARK LOGO: NGS   
 AB1208_PROJECTION: FLUSH
 AB1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1208_ROD/PIPE-DEPTH: 9.7  meters
 AB1208
 AB1208  HISTORY     - Date     Condition        Report By
 AB1208  HISTORY     - 1982     MONUMENTED       NGS
 AB1208  HISTORY     - 1990     GOOD             USPSQD
 AB1208  HISTORY     - 19910306 GOOD             USPSQD
 AB1208
 AB1208                          STATION DESCRIPTION
 AB1208
 AB1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1208'12.9 KM (8.0 MI) NE FROM BROWNSVILLE.
 AB1208'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1208'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB1208'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB1208'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE 4.0 KM
 AB1208'(2.5 MI) NORTH ALONG ROBINDALE ROAD, THENCE 2.6 KM (1.60 MI) NORTH
 AB1208'NORTHEAST ALONG OLD PORT ISABEL ROAD TO THE JUNCTION OF STATE HIGHWAY
 AB1208'511, THENCE 0.6 KM (0.4 MI) NORTH NORTHEAST ALONG A GRAVELED ROAD (OLD
 AB1208'PORT ISABEL ROAD) TO A POWERLINE CROSSING THE ROAD, THE MARK IS SET AT
 AB1208'A POWERLINE POLE WHERE THE LINE MAKES A TURN TO THE LEFT, 12.1 METERS
 AB1208'(40.0 FT) EAST SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 0.9 METER
 AB1208'(3.0 FT) NORTH OF THE POWERLINE POLE WITH TWO GUY CABLES, AND
 AB1208'6.5 METERS (21.5 FT) WEST OF THE WEST ONE OF TWO GUY CABLE ANCHORS.
 AB1208'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB1208'THE MARK IS ABOVE LEVEL WITH GRAVELED ROAD.
 AB1208
 AB1208                          STATION RECOVERY (1990)
 AB1208
 AB1208'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB1208'RECOVERED IN GOOD CONDITION.
 AB1208
 AB1208                          STATION RECOVERY (1991)
 AB1208
 AB1208'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0534 ***********************************************************************
 AZ0534  DESIGNATION -  Q 1436
 AZ0534  PID         -  AZ0534
 AZ0534  STATE/COUNTY-  TX/KINNEY
 AZ0534  USGS QUAD   -  MUD CREEK NORTH (1978)
 AZ0534
 AZ0534                         *CURRENT SURVEY CONTROL
 AZ0534  ___________________________________________________________________
 AZ0534* NAD 83(1986)-  29 23 16.     (N)    100 41 40.     (W)     SCALED    
 AZ0534* NAVD 88     -       331.685  (meters)    1088.20   (feet)  ADJUSTED  
 AZ0534  ___________________________________________________________________
 AZ0534  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0534  DYNAMIC HT  -         331.197 (meters)    1086.60  (feet)  COMP
 AZ0534  MODELED GRAV-     979,163.3   (mgal)                       NAVD 88
 AZ0534
 AZ0534  VERT ORDER  -  FIRST     CLASS II
 AZ0534
 AZ0534.The horizontal coordinates were scaled from a topographic map and have
 AZ0534.an estimated accuracy of +/- 6 seconds.
 AZ0534
 AZ0534.The orthometric height was determined by differential leveling
 AZ0534.and adjusted by the National Geodetic Survey in June 1991..
 AZ0534
 AZ0534.The geoid height was determined by GEOID03.
 AZ0534
 AZ0534.The dynamic height is computed by dividing the NAVD 88
 AZ0534.geopotential number by the normal gravity value computed on the
 AZ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0534.degrees latitude (g = 980.6199 gals.).
 AZ0534
 AZ0534.The modeled gravity was interpolated from observed gravity values.
 AZ0534
 AZ0534;                    North         East    Units  Estimated Accuracy
 AZ0534;SPC TXSC     - 4,173,470.      435,540.      MT  (+/- 180 meters Scaled)
 AZ0534
 AZ0534                          SUPERSEDED SURVEY CONTROL
 AZ0534
 AZ0534.No superseded survey control is available for this station.
 AZ0534
 AZ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT355521(NAD 83)
 AZ0534_MARKER: DB = BENCH MARK DISK
 AZ0534_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0534_SP_SET: ROCK OUTCROP
 AZ0534_STAMPING: Q 1436 1982
 AZ0534_MARK LOGO: NGS   
 AZ0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0534+STABILITY: POSITION/ELEVATION WELL
 AZ0534
 AZ0534  HISTORY     - Date     Condition        Report By
 AZ0534  HISTORY     - 1982     MONUMENTED       NGS
 AZ0534  HISTORY     - 19960524 MARK NOT FOUND   USPSQD
 AZ0534
 AZ0534                          STATION DESCRIPTION
 AZ0534
 AZ0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0534'23.3 KM (14.5 MI) EAST FROM DEL RIO.
 AZ0534'2.2 KM (1.4 MI) SOUTH-SOUTHEAST ALONG  U.S. HIGHWAY 90 AND 277
 AZ0534'(AVENUE F STREET) FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION
 AZ0534'OF U.S. HIGHWAY 90 EAST, THENCE 21.1 KM (13.1 MI) EAST ALONG U.S.
 AZ0534'HIGHWAY 90, AT A TURNOUT AND AT AN OLD ABANDONED SERVICE STATION ON
 AZ0534'THE NORTH SIDE OF THE HIGHWAY, THE DISK IS CEMENTED IN THE TOP OF FLAT
 AZ0534'BEDROCK AND IS LEVEL WITH THE GROUND, 19.0 METERS (62.5 FT) NORTH OF
 AZ0534'THE CENTERLINE OF THE HIGHWAY, 19.0 METERS (62.5 FT) EAST-SOUTHEAST
 AZ0534'OF A CORNER FENCEPOST, 15.4 METERS (50.5 FT) EAST-SOUTHEAST OF A 3.6
 AZ0534'METERS (12.0 FT) HIGH TELEPHONE POLE WITH UNDERGROUND CABLE WARNING
 AZ0534'SIGN ATTACHED, 35.0 METERS (115.0 FT) SOUTH-SOUTHEAST OF THE CENTER
 AZ0534'OF A SMALL GATE IN A NORTH-SOUTH FENCELINE.
 AZ0534'THE MARK IS 3.5 METERS  SSE FROM A WITNESS POST.
 AZ0534'THE MARK IS 0.6 M BELOW HIGHWAY 90.
 AZ0534
 AZ0534                          STATION RECOVERY (1996)
 AZ0534
 AZ0534'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1666 ***********************************************************************
 AY1666  DESIGNATION -  Q 1437
 AY1666  PID         -  AY1666
 AY1666  STATE/COUNTY-  TX/BEXAR
 AY1666  USGS QUAD   -  CAMP BULLIS (1992)
 AY1666
 AY1666                         *CURRENT SURVEY CONTROL
 AY1666  ___________________________________________________________________
 AY1666* NAD 83(1986)-  29 38 03.     (N)    098 36 45.     (W)     SCALED    
 AY1666* NAVD 88     -       329.041  (meters)    1079.53   (feet)  ADJUSTED  
 AY1666  ___________________________________________________________________
 AY1666  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AY1666  DYNAMIC HT  -         328.559 (meters)    1077.95  (feet)  COMP
 AY1666  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 AY1666
 AY1666  VERT ORDER  -  FIRST     CLASS II
 AY1666
 AY1666.The horizontal coordinates were scaled from a topographic map and have
 AY1666.an estimated accuracy of +/- 6 seconds.
 AY1666
 AY1666.The orthometric height was determined by differential leveling
 AY1666.and adjusted by the National Geodetic Survey in June 1991..
 AY1666
 AY1666.The geoid height was determined by GEOID03.
 AY1666
 AY1666.The dynamic height is computed by dividing the NAVD 88
 AY1666.geopotential number by the normal gravity value computed on the
 AY1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1666.degrees latitude (g = 980.6199 gals.).
 AY1666
 AY1666.The modeled gravity was interpolated from observed gravity values.
 AY1666
 AY1666;                    North         East    Units  Estimated Accuracy
 AY1666;SPC TXSC     - 4,199,640.      637,520.      MT  (+/- 180 meters Scaled)
 AY1666
 AY1666                          SUPERSEDED SURVEY CONTROL
 AY1666
 AY1666.No superseded survey control is available for this station.
 AY1666
 AY1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT375783(NAD 83)
 AY1666_MARKER: DB = BENCH MARK DISK
 AY1666_SETTING: 66 = SET IN ROCK OUTCROP
 AY1666_SP_SET: ROCK OUTCROP
 AY1666_STAMPING: Q 1437 1982
 AY1666_MARK LOGO: NGS   
 AY1666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1666+STABILITY: POSITION/ELEVATION WELL
 AY1666
 AY1666  HISTORY     - Date     Condition        Report By
 AY1666  HISTORY     - 1982     MONUMENTED       NGS
 AY1666  HISTORY     - 1990     GOOD             USPSQD
 AY1666
 AY1666                          STATION DESCRIPTION
 AY1666
 AY1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1666'21.4 KM (13.35 MI) SE FROM BOERNE.
 AY1666'2.6 KM (1.65 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1666'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 18.8 KM (11.7 MI)
 AY1666'SOUTHEAST ALONG THE EAST FRONTAGE ROAD, AT THE ENTRANCE TO THE RAYMOND
 AY1666'RUSSEL COUNTY PARK LEADING EAST NORTHEAST, THE DISK IS SET IN BEDROCK
 AY1666'AND IS RECESSED ABOUT 12 CENTIMETERS BELOW THE TOP OF ROCK,
 AY1666'48.7 METERS (160.0 FT) NORTH NORTHWEST OF THE CENTER OF THE ENTRANCE
 AY1666'TO THE PARK, 13.05 METERS (42.8 FT) EAST SOUTHEAST OF THE EAST
 AY1666'SOUTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACKS, 2.5 METERS
 AY1666'(8.5 FT) NORTHWEST AND ACROSS THE FENCE FROM THE SOUTH OF 3 SIGN
 AY1666'POLES, 2.1 METERS (7.0 FT) SOUTH SOUTHWEST AND ACROSS THE FENCE FROM
 AY1666'THE NORTH 1 OF 3 SIGN POLES, 27.1 METERS (89.0 FT) NORTH NORTHWEST OF
 AY1666'A CHAIN LINK CORNER FENCE POST, 40.8 METERS (134.0 FT) SOUTHEAST OF
 AY1666'THE CENTER OF RAILROAD TRACKS AT THE SOUTH END OF A RAILROAD TRESTLE,
 AY1666'AND 0.6 METER (2.0 FT) WEST SOUTHWEST OF A FENCE LINE.
 AY1666'THE MARK IS 3.5 METERS  S FROM A WITNESS POST.
 AY1666'THE MARK IS 1.4 M ABOVE RAILROAD TRACKS.
 AY1666
 AY1666                          STATION RECOVERY (1990)
 AY1666
 AY1666'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0515 ***********************************************************************
 AO0515  DESIGNATION -  Q 1438
 AO0515  PID         -  AO0515
 AO0515  STATE/COUNTY-  TX/DIMMIT
 AO0515  USGS QUAD   -  ASHERTON (1982)
 AO0515
 AO0515                         *CURRENT SURVEY CONTROL
 AO0515  ___________________________________________________________________
 AO0515* NAD 83(1986)-  28 27 15.     (N)    099 46 51.     (W)     SCALED    
 AO0515* NAVD 88     -       163.558  (meters)     536.61   (feet)  ADJUSTED  
 AO0515  ___________________________________________________________________
 AO0515  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AO0515  DYNAMIC HT  -         163.311 (meters)     535.80  (feet)  COMP
 AO0515  MODELED GRAV-     979,132.1   (mgal)                       NAVD 88
 AO0515
 AO0515  VERT ORDER  -  FIRST     CLASS II
 AO0515
 AO0515.The horizontal coordinates were scaled from a topographic map and have
 AO0515.an estimated accuracy of +/- 6 seconds.
 AO0515
 AO0515.The orthometric height was determined by differential leveling
 AO0515.and adjusted by the National Geodetic Survey in June 1991..
 AO0515
 AO0515.The geoid height was determined by GEOID03.
 AO0515
 AO0515.The dynamic height is computed by dividing the NAVD 88
 AO0515.geopotential number by the normal gravity value computed on the
 AO0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0515.degrees latitude (g = 980.6199 gals.).
 AO0515
 AO0515.The modeled gravity was interpolated from observed gravity values.
 AO0515
 AO0515;                    North         East    Units  Estimated Accuracy
 AO0515;SPC TXSC     - 4,069,060.      523,520.      MT  (+/- 180 meters Scaled)
 AO0515
 AO0515                          SUPERSEDED SURVEY CONTROL
 AO0515
 AO0515.No superseded survey control is available for this station.
 AO0515
 AO0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS235477(NAD 83)
 AO0515_MARKER: I = METAL ROD
 AO0515_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0515+WITH SETTING: INFORMATION.
 AO0515_SP_SET: SHALLOW SET METAL ROD
 AO0515_STAMPING: Q 1438 1982
 AO0515_MARK LOGO: NGS   
 AO0515_PROJECTION: FLUSH
 AO0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0515_ROD/PIPE-DEPTH: 9    meters
 AO0515
 AO0515  HISTORY     - Date     Condition        Report By
 AO0515  HISTORY     - 1982     MONUMENTED       NGS
 AO0515  HISTORY     - 19970621 GOOD             USPSQD
 AO0515
 AO0515                          STATION DESCRIPTION
 AO0515
 AO0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0515'3.0 KM (1.9 MI) NW FROM ASHERTON.
 AO0515'2.95 KM (1.85 MI) NORTHWEST ALONG FARM ROAD 190 (FORMERLY U.S. HIGHWAY
 AO0515'83) FROM THE POST OFFICE IN ASHERTON, TO THE JUNCTION OF FARM ROAD 190
 AO0515'AND U.S. HIGHWAY 83, THENCE 0.1 KM (0.05 MI) NORTHWEST ALONG U.S.
 AO0515'HIGHWAY 83 NEAR A SMALL ONE CHANNEL BOX CULVERT, 85.9 METERS
 AO0515'(282.0 FT) WEST FROM THE EXTENDED CENTER OF FARM ROAD 190 AND
 AO0515'CENTERLINE OF U.S. HIGHWAY 83, 28.8 METERS (94.5 FT) SOUTH SOUTHEAST
 AO0515'OF THE SOUTHEAST CORNER OF A BOX CULVERT HEADWALL, 0.4 METER (1.2 FT)
 AO0515'WEST NORTHWEST OF A WOODEN CORNER FENCE POST, 0.2 METER (0.8 FT) NORTH
 AO0515'NORTHEAST OF A FENCE, 22.9 METERS (75.0 FT) SOUTH OF CENTERLINE OF
 AO0515'HIGHHWAY 83.
 AO0515'THE MARK IS 0.5 METERS  ESE FROM A WITNESS POST.
 AO0515'THE MARK IS 0.3 M BELOW HIGHWAY.
 AO0515
 AO0515                          STATION RECOVERY (1997)
 AO0515
 AO0515'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0137 ***********************************************************************
 AP0137  DESIGNATION -  Q 1439
 AP0137  PID         -  AP0137
 AP0137  STATE/COUNTY-  TX/MAVERICK
 AP0137  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0137
 AP0137                         *CURRENT SURVEY CONTROL
 AP0137  ___________________________________________________________________
 AP0137* NAD 83(1986)-  28 40 49.     (N)    100 20 28.     (W)     SCALED    
 AP0137* NAVD 88     -       252.172  (meters)     827.33   (feet)  ADJUSTED  
 AP0137  ___________________________________________________________________
 AP0137  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AP0137  DYNAMIC HT  -         251.795 (meters)     826.10  (feet)  COMP
 AP0137  MODELED GRAV-     979,142.7   (mgal)                       NAVD 88
 AP0137
 AP0137  VERT ORDER  -  FIRST     CLASS II
 AP0137
 AP0137.The horizontal coordinates were scaled from a topographic map and have
 AP0137.an estimated accuracy of +/- 6 seconds.
 AP0137
 AP0137.The orthometric height was determined by differential leveling
 AP0137.and adjusted by the National Geodetic Survey in June 1991..
 AP0137
 AP0137.The geoid height was determined by GEOID03.
 AP0137
 AP0137.The dynamic height is computed by dividing the NAVD 88
 AP0137.geopotential number by the normal gravity value computed on the
 AP0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0137.degrees latitude (g = 980.6199 gals.).
 AP0137
 AP0137.The modeled gravity was interpolated from observed gravity values.
 AP0137
 AP0137;                    North         East    Units  Estimated Accuracy
 AP0137;SPC TXSC     - 4,094,620.      468,940.      MT  (+/- 180 meters Scaled)
 AP0137
 AP0137                          SUPERSEDED SURVEY CONTROL
 AP0137
 AP0137.No superseded survey control is available for this station.
 AP0137
 AP0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS689733(NAD 83)
 AP0137_MARKER: I = METAL ROD
 AP0137_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0137_SP_SET: STAINLESS STEEL ROD
 AP0137_STAMPING: Q 1439 1982
 AP0137_MARK LOGO: NGS   
 AP0137_PROJECTION: RECESSED 3 CENTIMETERS
 AP0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0137_ROD/PIPE-DEPTH: 2.4  meters
 AP0137
 AP0137  HISTORY     - Date     Condition        Report By
 AP0137  HISTORY     - 1982     MONUMENTED       NGS
 AP0137
 AP0137                          STATION DESCRIPTION
 AP0137
 AP0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0137'16.3 KM (10.15 MI) EAST FROM EAGLE PASS.
 AP0137'16.3 KM (10.15 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM
 AP0137'THE OLD COURTHOUSE IN EAGLE PASS AND ABOUT 0.3 KM (0.2 MI) WEST OF A
 AP0137'PICNIC AREA SIGN, 22.8 METERS (75.0 FT) SOUTH OF THE CENTERLINE OF
 AP0137'HIGHWAY 277, 96.0 METERS (315.0 FT) EAST OF THE EXTENDED CENTERLINE OF
 AP0137'A METAL GATE ON THE NORTHSIDE OF THE HIGHWAY THAT IS THE ENTRANCE TO
 AP0137'TWO GRAVEL ROADS, ONE LEADING NORTHEAST AND THE OTHER LEADING
 AP0137'NORTHWEST, AND 0.46 METERS (1.5 FT) NORTH OF A FENCE.
 AP0137'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AP0137'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0160 ***********************************************************************
 AP0160  DESIGNATION -  Q 1440
 AP0160  PID         -  AP0160
 AP0160  STATE/COUNTY-  TX/MAVERICK
 AP0160  USGS QUAD   -  QUEMADO EAST (1978)
 AP0160
 AP0160                         *CURRENT SURVEY CONTROL
 AP0160  ___________________________________________________________________
 AP0160* NAD 83(1986)-  28 53 18.     (N)    100 31 14.     (W)     SCALED    
 AP0160* NAVD 88     -       269.620  (meters)     884.58   (feet)  ADJUSTED  
 AP0160  ___________________________________________________________________
 AP0160  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AP0160  DYNAMIC HT  -         269.222 (meters)     883.27  (feet)  COMP
 AP0160  MODELED GRAV-     979,160.9   (mgal)                       NAVD 88
 AP0160
 AP0160  VERT ORDER  -  FIRST     CLASS II
 AP0160
 AP0160.The horizontal coordinates were scaled from a topographic map and have
 AP0160.an estimated accuracy of +/- 6 seconds.
 AP0160
 AP0160.The orthometric height was determined by differential leveling
 AP0160.and adjusted by the National Geodetic Survey in June 1991..
 AP0160
 AP0160.The geoid height was determined by GEOID03.
 AP0160
 AP0160.The dynamic height is computed by dividing the NAVD 88
 AP0160.geopotential number by the normal gravity value computed on the
 AP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0160.degrees latitude (g = 980.6199 gals.).
 AP0160
 AP0160.The modeled gravity was interpolated from observed gravity values.
 AP0160
 AP0160;                    North         East    Units  Estimated Accuracy
 AP0160;SPC TXSC     - 4,117,890.      451,700.      MT  (+/- 180 meters Scaled)
 AP0160
 AP0160                          SUPERSEDED SURVEY CONTROL
 AP0160
 AP0160.No superseded survey control is available for this station.
 AP0160
 AP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS517965(NAD 83)
 AP0160_MARKER: I = METAL ROD
 AP0160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0160_SP_SET: STAINLESS STEEL ROD
 AP0160_STAMPING: Q 1440 1982
 AP0160_MARK LOGO: NGS   
 AP0160_PROJECTION: FLUSH
 AP0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0160_ROD/PIPE-DEPTH: 2.4  meters
 AP0160
 AP0160  HISTORY     - Date     Condition        Report By
 AP0160  HISTORY     - 1982     MONUMENTED       NGS
 AP0160
 AP0160                          STATION DESCRIPTION
 AP0160
 AP0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0160'23.6 KM (14.7 MI) NORTH FROM EAGLE PASS.
 AP0160'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0160'EAGLE PASS, THENCE 19.1 KM (11.85 MI) NORTH ALONG CEYLON STREET AND
 AP0160'U.S. HIGHWAY 277, THENCE 4.3 KM (2.7 MI) NORTHEAST ALONG STATE HIGHWAY
 AP0160'131, SET AT THE WEST RIGHT OF WAY FENCE, 95.0 METERS (312.0 FT)
 AP0160'SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE WARNING POST AND SPLICE
 AP0160'NUMBER 492, 65.5 METERS (215.0 FT) SOUTHWEST OF A HIGHWAY SIGN 131,
 AP0160'28.3 METERS (93.0 FT) WEST SOUTHWEST OF THE CENTERLINE OF STATE
 AP0160'HIGHWAY 131, AND 0.2 METER (0.5 FT) EAST SOUTHEAST OF RIGHT OF WAY
 AP0160'FENCE.
 AP0160'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AP0160'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0567 ***********************************************************************
 BN0567  DESIGNATION -  Q 1441
 BN0567  PID         -  BN0567
 BN0567  STATE/COUNTY-  TX/MASON
 BN0567  USGS QUAD   -  KATEMCY (1970)
 BN0567
 BN0567                         *CURRENT SURVEY CONTROL
 BN0567  ___________________________________________________________________
 BN0567* NAD 83(1986)-  30 53 04.     (N)    099 16 59.     (W)     SCALED    
 BN0567* NAVD 88     -       532.882  (meters)    1748.30   (feet)  ADJUSTED  
 BN0567  ___________________________________________________________________
 BN0567  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BN0567  DYNAMIC HT  -         532.145 (meters)    1745.88  (feet)  COMP
 BN0567  MODELED GRAV-     979,240.6   (mgal)                       NAVD 88
 BN0567
 BN0567  VERT ORDER  -  FIRST     CLASS II
 BN0567
 BN0567.The horizontal coordinates were scaled from a topographic map and have
 BN0567.an estimated accuracy of +/- 6 seconds.
 BN0567
 BN0567.The orthometric height was determined by differential leveling
 BN0567.and adjusted by the National Geodetic Survey in June 1991..
 BN0567
 BN0567.The geoid height was determined by GEOID03.
 BN0567
 BN0567.The dynamic height is computed by dividing the NAVD 88
 BN0567.geopotential number by the normal gravity value computed on the
 BN0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0567.degrees latitude (g = 980.6199 gals.).
 BN0567
 BN0567.The modeled gravity was interpolated from observed gravity values.
 BN0567
 BN0567;                    North         East    Units  Estimated Accuracy
 BN0567;SPC TX C     - 3,135,470.      800,410.      MT  (+/- 180 meters Scaled)
 BN0567
 BN0567                          SUPERSEDED SURVEY CONTROL
 BN0567
 BN0567.No superseded survey control is available for this station.
 BN0567
 BN0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV729168(NAD 83)
 BN0567_MARKER: I = METAL ROD
 BN0567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0567_SP_SET: STAINLESS STEEL ROD
 BN0567_STAMPING: Q 1441 1982
 BN0567_MARK LOGO: NGS   
 BN0567_PROJECTION: FLUSH
 BN0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0567+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0567_ROD/PIPE-DEPTH: 5.7  meters
 BN0567
 BN0567  HISTORY     - Date     Condition        Report By
 BN0567  HISTORY     - 1982     MONUMENTED       NGS
 BN0567  HISTORY     - 19960213 GOOD             USPSQD
 BN0567  HISTORY     - 20060318 GOOD             USPSQD
 BN0567
 BN0567                          STATION DESCRIPTION
 BN0567
 BN0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0567'16.7 KM (10.4 MI) NW FROM MASON.
 BN0567'16.7 KM (10.4 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0567'IN MASON, SET ACROSS HIGHWAY FROM A STONE HOUSE, 18.1 METERS (59.5 FT)
 BN0567'EAST OF THE CENTERLINE OF THE HIGHWAY, 3.9 METERS (13.0 FT) NORTH OF
 BN0567'THE CENTER OF A TRACK ROAD LEADING EAST, 3.4 METERS (11.5 FT) SOUTH OF
 BN0567'THE CENTER OF A GATE LEADING TO A PASTURE, 0.35 METERS (1.5 FT) WEST
 BN0567'OF A 12 INCH CORNER WOODEN FENCE POST, AND 0.3 METER (1.3 FT) WEST OF
 BN0567'RIGHT-OF-WAY FENCE.
 BN0567'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 BN0567'THE MARK IS 1.0 M BELOW HIGHWAY.
 BN0567
 BN0567                          STATION RECOVERY (1996)
 BN0567
 BN0567'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0567'RECOVERED IN GOOD CONDITION.
 BN0567
 BN0567                          STATION RECOVERY (2006)
 BN0567
 BN0567'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0567'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0713 ***********************************************************************
 CB0713  DESIGNATION -  Q 1442
 CB0713  PID         -  CB0713
 CB0713  STATE/COUNTY-  TX/IRION
 CB0713  USGS QUAD   -  BARNHART (1971)
 CB0713
 CB0713                         *CURRENT SURVEY CONTROL
 CB0713  ___________________________________________________________________
 CB0713* NAD 83(1986)-  31 07 34.     (N)    101 11 40.     (W)     SCALED    
 CB0713* NAVD 88     -       810.639  (meters)    2659.57   (feet)  ADJUSTED  
 CB0713  ___________________________________________________________________
 CB0713  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CB0713  DYNAMIC HT  -         809.463 (meters)    2655.71  (feet)  COMP
 CB0713  MODELED GRAV-     979,163.7   (mgal)                       NAVD 88
 CB0713
 CB0713  VERT ORDER  -  FIRST     CLASS II
 CB0713
 CB0713.The horizontal coordinates were scaled from a topographic map and have
 CB0713.an estimated accuracy of +/- 6 seconds.
 CB0713
 CB0713.The orthometric height was determined by differential leveling
 CB0713.and adjusted by the National Geodetic Survey in June 1991..
 CB0713
 CB0713.The geoid height was determined by GEOID03.
 CB0713
 CB0713.The dynamic height is computed by dividing the NAVD 88
 CB0713.geopotential number by the normal gravity value computed on the
 CB0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0713.degrees latitude (g = 980.6199 gals.).
 CB0713
 CB0713.The modeled gravity was interpolated from observed gravity values.
 CB0713
 CB0713;                    North         East    Units  Estimated Accuracy
 CB0713;SPC TX C     - 3,162,110.      617,880.      MT  (+/- 180 meters Scaled)
 CB0713
 CB0713                          SUPERSEDED SURVEY CONTROL
 CB0713
 CB0713.No superseded survey control is available for this station.
 CB0713
 CB0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV907456(NAD 83)
 CB0713_MARKER: DB = BENCH MARK DISK
 CB0713_SETTING: 66 = SET IN ROCK OUTCROP
 CB0713_SP_SET: ROCK OUTCROP
 CB0713_STAMPING: Q 1442 1981
 CB0713_MARK LOGO: NGS   
 CB0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0713
 CB0713  HISTORY     - Date     Condition        Report By
 CB0713  HISTORY     - 1981     MONUMENTED       NGS
 CB0713
 CB0713                          STATION DESCRIPTION
 CB0713
 CB0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0713'27.3 KM (16.95 MI) EAST FROM BIG LAKE.
 CB0713'27.3 KM (16.95 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0713'WITH STATE HIGHWAY 137 IN BIG LAKE AND 15.2 METERS (49.9 FT)
 CB0713'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE DISK IS
 CB0713'6-INCHES BELOW GROUND LEVEL, ACCESS TO WHICH IS THROUGH A 5-INCH LOGO
 CB0713'CAP.
 CB0713'THE MARK IS 0.4 METERS  NNE FROM  A WITNESS POST AND FENCE
 CB0713'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0459 ***********************************************************************
 AZ0459  DESIGNATION -  Q 1443
 AZ0459  PID         -  AZ0459
 AZ0459  STATE/COUNTY-  TX/VAL VERDE
 AZ0459  USGS QUAD   -  ROUGH CANYON SE (1972)
 AZ0459
 AZ0459                         *CURRENT SURVEY CONTROL
 AZ0459  ___________________________________________________________________
 AZ0459* NAD 83(1986)-  29 36 42.     (N)    100 51 59.     (W)     SCALED    
 AZ0459* NAVD 88     -       420.267  (meters)    1378.83   (feet)  ADJUSTED  
 AZ0459  ___________________________________________________________________
 AZ0459  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0459  DYNAMIC HT  -         419.652 (meters)    1376.81  (feet)  COMP
 AZ0459  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 AZ0459
 AZ0459  VERT ORDER  -  FIRST     CLASS II
 AZ0459
 AZ0459.The horizontal coordinates were scaled from a topographic map and have
 AZ0459.an estimated accuracy of +/- 6 seconds.
 AZ0459
 AZ0459.The orthometric height was determined by differential leveling
 AZ0459.and adjusted by the National Geodetic Survey in June 1991..
 AZ0459
 AZ0459.The geoid height was determined by GEOID03.
 AZ0459
 AZ0459.The dynamic height is computed by dividing the NAVD 88
 AZ0459.geopotential number by the normal gravity value computed on the
 AZ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0459.degrees latitude (g = 980.6199 gals.).
 AZ0459
 AZ0459.The modeled gravity was interpolated from observed gravity values.
 AZ0459
 AZ0459;                    North         East    Units  Estimated Accuracy
 AZ0459;SPC TXSC     - 4,198,530.      419,250.      MT  (+/- 180 meters Scaled)
 AZ0459
 AZ0459                          SUPERSEDED SURVEY CONTROL
 AZ0459
 AZ0459.No superseded survey control is available for this station.
 AZ0459
 AZ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT192772(NAD 83)
 AZ0459_MARKER: DB = BENCH MARK DISK
 AZ0459_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0459_SP_SET: ROCK OUTCROP
 AZ0459_STAMPING: Q 1443 1981
 AZ0459_MARK LOGO: NGS   
 AZ0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0459+STABILITY: POSITION/ELEVATION WELL
 AZ0459
 AZ0459  HISTORY     - Date     Condition        Report By
 AZ0459  HISTORY     - 1981     MONUMENTED       NGS
 AZ0459  HISTORY     - 19990525 GOOD             USPSQD
 AZ0459
 AZ0459                          STATION DESCRIPTION
 AZ0459
 AZ0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0459'21.8 KM (13.55 MI) NORT FROM DEL RIO.
 AZ0459'21.8 KM (13.55 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0459'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, 0.6 KM
 AZ0459'(0.35 MI) NORTH OF TEXAS RECREATIONAL ROAD NUMBER 2, IN THE TOP OF A 4
 AZ0459'BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 13.9 METERS (45.6 FT)
 AZ0459'WEST OF THE CENTERLINE OF THE HIGHWAY AND 8.8 METERS (28.9 FT) EAST OF
 AZ0459'A FENCE.
 AZ0459'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AZ0459'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0459
 AZ0459                          STATION RECOVERY (1999)
 AZ0459
 AZ0459'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0486 ***********************************************************************
 AZ0486  DESIGNATION -  Q 1444
 AZ0486  PID         -  AZ0486
 AZ0486  STATE/COUNTY-  TX/EDWARDS
 AZ0486  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0486
 AZ0486                         *CURRENT SURVEY CONTROL
 AZ0486  ___________________________________________________________________
 AZ0486* NAD 83(1986)-  29 56 54.     (N)    100 32 10.     (W)     SCALED    
 AZ0486* NAVD 88     -       672.827  (meters)    2207.43   (feet)  ADJUSTED  
 AZ0486  ___________________________________________________________________
 AZ0486  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AZ0486  DYNAMIC HT  -         671.827 (meters)    2204.15  (feet)  COMP
 AZ0486  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 AZ0486
 AZ0486  VERT ORDER  -  FIRST     CLASS II
 AZ0486
 AZ0486.The horizontal coordinates were scaled from a topographic map and have
 AZ0486.an estimated accuracy of +/- 6 seconds.
 AZ0486
 AZ0486.The orthometric height was determined by differential leveling
 AZ0486.and adjusted by the National Geodetic Survey in June 1991..
 AZ0486
 AZ0486.The geoid height was determined by GEOID03.
 AZ0486
 AZ0486.The dynamic height is computed by dividing the NAVD 88
 AZ0486.geopotential number by the normal gravity value computed on the
 AZ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0486.degrees latitude (g = 980.6199 gals.).
 AZ0486
 AZ0486.The modeled gravity was interpolated from observed gravity values.
 AZ0486
 AZ0486;                    North         East    Units  Estimated Accuracy
 AZ0486;SPC TXSC     - 4,235,380.      451,730.      MT  (+/- 180 meters Scaled)
 AZ0486
 AZ0486                          SUPERSEDED SURVEY CONTROL
 AZ0486
 AZ0486.No superseded survey control is available for this station.
 AZ0486
 AZ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU517140(NAD 83)
 AZ0486_MARKER: DB = BENCH MARK DISK
 AZ0486_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0486_SP_SET: ROCK OUTCROP
 AZ0486_STAMPING: Q 1444 1981
 AZ0486_MARK LOGO: NGS   
 AZ0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0486+STABILITY: POSITION/ELEVATION WELL
 AZ0486
 AZ0486  HISTORY     - Date     Condition        Report By
 AZ0486  HISTORY     - 1981     MONUMENTED       NGS
 AZ0486
 AZ0486                          STATION DESCRIPTION
 AZ0486
 AZ0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0486'36.4 KM (22.6 MI) SW FROM ROCKSPRINGS.
 AZ0486'36.4 KM (22.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0486'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 4 BY 8 FT EXPOSED
 AZ0486'AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) NORTHEAST OF A SIDE ROAD
 AZ0486'LEADING NORTHWEST, 42.4 METERS (139.1 FT) SOUTH-SOUTHWEST OF A Y-FENCE
 AZ0486'CORNER AND GATE, 12.7 METERS (41.7 FT) WEST-NORTHWEST OF THE
 AZ0486'CENTERLINE OF THE HIGHWAY AND 5.8 METERS (19.0 FT) EAST-SOUTHEAST OF A
 AZ0486'FENCE.
 AZ0486'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 AZ0486'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0425 ***********************************************************************
 BO0425  DESIGNATION -  Q 1445
 BO0425  PID         -  BO0425
 BO0425  STATE/COUNTY-  TX/EDWARDS
 BO0425  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0425
 BO0425                         *CURRENT SURVEY CONTROL
 BO0425  ___________________________________________________________________
 BO0425* NAD 83(1986)-  30 11 29.     (N)    100 02 35.     (W)     SCALED    
 BO0425* NAVD 88     -       655.485  (meters)    2150.54   (feet)  ADJUSTED  
 BO0425  ___________________________________________________________________
 BO0425  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0425  DYNAMIC HT  -         654.526 (meters)    2147.39  (feet)  COMP
 BO0425  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 BO0425
 BO0425  VERT ORDER  -  FIRST     CLASS II
 BO0425
 BO0425.The horizontal coordinates were scaled from a topographic map and have
 BO0425.an estimated accuracy of +/- 6 seconds.
 BO0425
 BO0425.The orthometric height was determined by differential leveling
 BO0425.and adjusted by the National Geodetic Survey in June 1991..
 BO0425
 BO0425.The geoid height was determined by GEOID03.
 BO0425
 BO0425.The dynamic height is computed by dividing the NAVD 88
 BO0425.geopotential number by the normal gravity value computed on the
 BO0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0425.degrees latitude (g = 980.6199 gals.).
 BO0425
 BO0425.The modeled gravity was interpolated from observed gravity values.
 BO0425
 BO0425;                    North         East    Units  Estimated Accuracy
 BO0425;SPC TXSC     - 4,261,790.      499,560.      MT  (+/- 180 meters Scaled)
 BO0425
 BO0425                          SUPERSEDED SURVEY CONTROL
 BO0425
 BO0425.No superseded survey control is available for this station.
 BO0425
 BO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU995404(NAD 83)
 BO0425_MARKER: DB = BENCH MARK DISK
 BO0425_SETTING: 66 = SET IN ROCK OUTCROP
 BO0425_SP_SET: ROCK OUTCROP
 BO0425_STAMPING: Q 1445 1981
 BO0425_MARK LOGO: NGS   
 BO0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0425+STABILITY: POSITION/ELEVATION WELL
 BO0425
 BO0425  HISTORY     - Date     Condition        Report By
 BO0425  HISTORY     - 1981     MONUMENTED       NGS
 BO0425
 BO0425                          STATION DESCRIPTION
 BO0425
 BO0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0425'26.5 KM (16.45 MI) NE FROM ROCKSPRINGS.
 BO0425'26.5 KM (16.45 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0425'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 4 BY 12 FT EXPOSED
 BO0425'AREA OF OUTCROPPING BEDROCK, 29.9 METERS (98.1 FT) SOUTH OF THE CENTER
 BO0425'OF AN ENTRANCE ROAD TO A RADIO TOWER AND PUMPING STATION, 13.3 METERS
 BO0425'(43.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 3.8 METERS
 BO0425'(12.5 FT) NORTHWEST OF A FENCE.
 BO0425'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 BO0425'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0744 ***********************************************************************
 CB0744  DESIGNATION -  Q 1446
 CB0744  PID         -  CB0744
 CB0744  STATE/COUNTY-  TX/TOM GREEN
 CB0744  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0744
 CB0744                         *CURRENT SURVEY CONTROL
 CB0744  ___________________________________________________________________
 CB0744* NAD 83(1986)-  31 22 10.     (N)    100 37 26.     (W)     SCALED    
 CB0744* NAVD 88     -       600.031  (meters)    1968.60   (feet)  ADJUSTED  
 CB0744  ___________________________________________________________________
 CB0744  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CB0744  DYNAMIC HT  -         599.209 (meters)    1965.90  (feet)  COMP
 CB0744  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 CB0744
 CB0744  VERT ORDER  -  FIRST     CLASS II
 CB0744
 CB0744.The horizontal coordinates were scaled from a topographic map and have
 CB0744.an estimated accuracy of +/- 6 seconds.
 CB0744
 CB0744.The orthometric height was determined by differential leveling
 CB0744.and adjusted by the National Geodetic Survey in June 1991..
 CB0744
 CB0744.The geoid height was determined by GEOID03.
 CB0744
 CB0744.The dynamic height is computed by dividing the NAVD 88
 CB0744.geopotential number by the normal gravity value computed on the
 CB0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0744.degrees latitude (g = 980.6199 gals.).
 CB0744
 CB0744.The modeled gravity was interpolated from observed gravity values.
 CB0744
 CB0744;                    North         East    Units  Estimated Accuracy
 CB0744;SPC TX C     - 3,188,800.      672,360.      MT  (+/- 180 meters Scaled)
 CB0744
 CB0744                          SUPERSEDED SURVEY CONTROL
 CB0744
 CB0744.No superseded survey control is available for this station.
 CB0744
 CB0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV455716(NAD 83)
 CB0744_MARKER: I = METAL ROD
 CB0744_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0744+WITH SETTING: INFORMATION.
 CB0744_SP_SET: SHALLOW SET METAL ROD
 CB0744_STAMPING: Q 1446 1981
 CB0744_MARK LOGO: NGS   
 CB0744_PROJECTION: FLUSH
 CB0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0744_ROD/PIPE-DEPTH: 2.1  meters
 CB0744
 CB0744  HISTORY     - Date     Condition        Report By
 CB0744  HISTORY     - 1981     MONUMENTED       NGS
 CB0744
 CB0744                          STATION DESCRIPTION
 CB0744
 CB0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0744'21.6 KM (13.4 MI) SW FROM SAN ANGELO.
 CB0744'1.0 KM (0.6 MI) NORTH ALONG CHADBOURNE STREET FROM THE ATCHISON,
 CB0744'TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE 20.6 KM
 CB0744'(12.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 67 (BEAUREGARD AVENUE), 0.7
 CB0744'KM (0.45 MI) SOUTHWEST OF DUNCAN ROAD, 17.6 METERS (57.8 FT) NORTHWEST
 CB0744'OF THE CENTERLINE OF THE HIGHWAY AND 4.4 METERS (14.4 FT) NORTHEAST OF
 CB0744'THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS
 CB0744'THROUGH A 5-INCH LOGO CAP.
 CB0744'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CB0744'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0782 ***********************************************************************
 CA0782  DESIGNATION -  Q 1447
 CA0782  PID         -  CA0782
 CA0782  STATE/COUNTY-  TX/MCCULLOCH
 CA0782  USGS QUAD   -  BRADY SW (1987)
 CA0782
 CA0782                         *CURRENT SURVEY CONTROL
 CA0782  ___________________________________________________________________
 CA0782* NAD 83(1986)-  31 01 16.     (N)    099 28 35.     (W)     SCALED    
 CA0782* NAVD 88     -       616.653  (meters)    2023.14   (feet)  ADJUSTED  
 CA0782  ___________________________________________________________________
 CA0782  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CA0782  DYNAMIC HT  -         615.812 (meters)    2020.38  (feet)  COMP
 CA0782  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 CA0782
 CA0782  VERT ORDER  -  FIRST     CLASS II
 CA0782
 CA0782.The horizontal coordinates were scaled from a topographic map and have
 CA0782.an estimated accuracy of +/- 6 seconds.
 CA0782
 CA0782.The orthometric height was determined by differential leveling
 CA0782.and adjusted by the National Geodetic Survey in June 1991..
 CA0782
 CA0782.The geoid height was determined by GEOID03.
 CA0782
 CA0782.The dynamic height is computed by dividing the NAVD 88
 CA0782.geopotential number by the normal gravity value computed on the
 CA0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0782.degrees latitude (g = 980.6199 gals.).
 CA0782
 CA0782.The modeled gravity was interpolated from observed gravity values.
 CA0782
 CA0782;                    North         East    Units  Estimated Accuracy
 CA0782;SPC TX C     - 3,150,460.      781,810.      MT  (+/- 180 meters Scaled)
 CA0782
 CA0782                          SUPERSEDED SURVEY CONTROL
 CA0782
 CA0782.No superseded survey control is available for this station.
 CA0782
 CA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV545320(NAD 83)
 CA0782_MARKER: DB = BENCH MARK DISK
 CA0782_SETTING: 66 = SET IN ROCK OUTCROP
 CA0782_SP_SET: ROCK OUTCROP
 CA0782_STAMPING: Q 1447 1981
 CA0782_MARK LOGO: NGS   
 CA0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0782
 CA0782  HISTORY     - Date     Condition        Report By
 CA0782  HISTORY     - 1981     MONUMENTED       NGS
 CA0782
 CA0782                          STATION DESCRIPTION
 CA0782
 CA0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0782'21.0 KM (13.05 MI) SW FROM BRADY.
 CA0782'2.3 KM (1.45 MI) SOUTHWESTERLY ALONG U.S. HIGHWAYS 87, 190 AND 377
 CA0782'FROM THE COURTHOUSE IN BRADY, THENCE 18.7 KM (11.6 MI) SOUTHWESTERLY
 CA0782'ALONG U.S. HIGHWAY 190, IN A 2 BY 3 FT EXPOSED AREA OF OUTCROPPING
 CA0782'BEDROCK, 21.5 METERS (70.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 CA0782'THE HIGHWAY AND 3.3 METERS (10.8 FT) NORTH-NORTHWEST OF A FENCE.
 CA0782'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 CA0782'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0486 ***********************************************************************
 BN0486  DESIGNATION -  Q 1448
 BN0486  PID         -  BN0486
 BN0486  STATE/COUNTY-  TX/MENARD
 BN0486  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0486
 BN0486                         *CURRENT SURVEY CONTROL
 BN0486  ___________________________________________________________________
 BN0486* NAD 83(1986)-  30 57 50.     (N)    099 39 40.     (W)     SCALED    
 BN0486* NAVD 88     -       634.211  (meters)    2080.74   (feet)  ADJUSTED  
 BN0486  ___________________________________________________________________
 BN0486  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 BN0486  DYNAMIC HT  -         633.331 (meters)    2077.85  (feet)  COMP
 BN0486  MODELED GRAV-     979,232.2   (mgal)                       NAVD 88
 BN0486
 BN0486  VERT ORDER  -  FIRST     CLASS II
 BN0486
 BN0486.The horizontal coordinates were scaled from a topographic map and have
 BN0486.an estimated accuracy of +/- 6 seconds.
 BN0486
 BN0486.The orthometric height was determined by differential leveling
 BN0486.and adjusted by the National Geodetic Survey in June 1991..
 BN0486
 BN0486.The geoid height was determined by GEOID03.
 BN0486
 BN0486.The dynamic height is computed by dividing the NAVD 88
 BN0486.geopotential number by the normal gravity value computed on the
 BN0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0486.degrees latitude (g = 980.6199 gals.).
 BN0486
 BN0486.The modeled gravity was interpolated from observed gravity values.
 BN0486
 BN0486;                    North         East    Units  Estimated Accuracy
 BN0486;SPC TX C     - 3,144,000.      764,220.      MT  (+/- 180 meters Scaled)
 BN0486
 BN0486                          SUPERSEDED SURVEY CONTROL
 BN0486
 BN0486.No superseded survey control is available for this station.
 BN0486
 BN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV368257(NAD 83)
 BN0486_MARKER: DB = BENCH MARK DISK
 BN0486_SETTING: 66 = SET IN ROCK OUTCROP
 BN0486_SP_SET: ROCK OUTCROP
 BN0486_STAMPING: Q 1448 1981
 BN0486_MARK LOGO: NGS   
 BN0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0486+STABILITY: POSITION/ELEVATION WELL
 BN0486
 BN0486  HISTORY     - Date     Condition        Report By
 BN0486  HISTORY     - 1981     MONUMENTED       NGS
 BN0486  HISTORY     - 19951104 GOOD             USPSQD
 BN0486
 BN0486                          STATION DESCRIPTION
 BN0486
 BN0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0486'12.0 KM (7.45 MI) NE FROM MENARD.
 BN0486'12.0 KM (7.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0486'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, THE CENTER
 BN0486'OF A 3 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 29.8 METERS (97.8
 BN0486'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.7 METERS (28.5 FT)
 BN0486'NORTH-NORTHEAST OF A UTILITY POLE AND 11.6 METERS (38.1 FT) SOUTH OF A
 BN0486'FENCE.
 BN0486'THE MARK IS 11.6 METERS  S FROM A WITNESS POST.
 BN0486'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0486
 BN0486                          STATION RECOVERY (1995)
 BN0486
 BN0486'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0453 ***********************************************************************
 BN0453  DESIGNATION -  Q 1449
 BN0453  PID         -  BN0453
 BN0453  STATE/COUNTY-  TX/KIMBLE
 BN0453  USGS QUAD   -  JULIO DRAW (1970)
 BN0453
 BN0453                         *CURRENT SURVEY CONTROL
 BN0453  ___________________________________________________________________
 BN0453* NAD 83(1986)-  30 37 33.     (N)    099 47 47.     (W)     SCALED    
 BN0453* NAVD 88     -       633.635  (meters)    2078.85   (feet)  ADJUSTED  
 BN0453  ___________________________________________________________________
 BN0453  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 BN0453  DYNAMIC HT  -         632.737 (meters)    2075.90  (feet)  COMP
 BN0453  MODELED GRAV-     979,202.7   (mgal)                       NAVD 88
 BN0453
 BN0453  VERT ORDER  -  FIRST     CLASS II
 BN0453
 BN0453.The horizontal coordinates were scaled from a topographic map and have
 BN0453.an estimated accuracy of +/- 6 seconds.
 BN0453
 BN0453.The orthometric height was determined by differential leveling
 BN0453.and adjusted by the National Geodetic Survey in June 1991..
 BN0453
 BN0453.The geoid height was determined by GEOID03.
 BN0453
 BN0453.The dynamic height is computed by dividing the NAVD 88
 BN0453.geopotential number by the normal gravity value computed on the
 BN0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0453.degrees latitude (g = 980.6199 gals.).
 BN0453
 BN0453.The modeled gravity was interpolated from observed gravity values.
 BN0453
 BN0453;                    North         East    Units  Estimated Accuracy
 BN0453;SPC TX C     - 3,106,450.      751,470.      MT  (+/- 180 meters Scaled)
 BN0453
 BN0453                          SUPERSEDED SURVEY CONTROL
 BN0453
 BN0453.No superseded survey control is available for this station.
 BN0453
 BN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU236884(NAD 83)
 BN0453_MARKER: DB = BENCH MARK DISK
 BN0453_SETTING: 66 = SET IN ROCK OUTCROP
 BN0453_SP_SET: ROCK OUTCROP
 BN0453_STAMPING: Q 1449 1982
 BN0453_MARK LOGO: NGS   
 BN0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0453
 BN0453  HISTORY     - Date     Condition        Report By
 BN0453  HISTORY     - 1982     MONUMENTED       NGS
 BN0453  HISTORY     - 19950731 MARK NOT FOUND   USPSQD
 BN0453
 BN0453                          STATION DESCRIPTION
 BN0453
 BN0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0453'16.2 KM (10.05 MI) NORT FROM JUNCTION.
 BN0453'16.2 KM (10.05 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0453'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 0.2 KM (0.1
 BN0453'MI) NORTH OF A FIELD ENTRANCE AND TRACK ROAD, IN A 4 BY 16 FT EXPOSED
 BN0453'AREA OF OUTCROPPING BEDROCK, 17.1 METERS (56.1 FT) EAST OF THE
 BN0453'CENTERLINE OF THE HIGHWAY AND 2.0 METERS (6.6 FT) WEST OF A FENCE.
 BN0453'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0453'THE MARK IS 2.5 M BELOW THE HIGHWAY.
 BN0453
 BN0453                          STATION RECOVERY (1995)
 BN0453
 BN0453'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0163 ***********************************************************************
 DP0163  DESIGNATION -  Q 145
 DP0163  PID         -  DP0163
 DP0163  STATE/COUNTY-  TX/DICKENS
 DP0163  USGS QUAD   -  DICKENS NORTH (1981)
 DP0163
 DP0163                         *CURRENT SURVEY CONTROL
 DP0163  ___________________________________________________________________
 DP0163* NAD 83(1986)-  33 42 47.     (N)    100 50 27.     (W)     SCALED    
 DP0163* NAVD 88     -       800.398  (meters)    2625.97   (feet)  ADJUSTED  
 DP0163  ___________________________________________________________________
 DP0163  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DP0163  DYNAMIC HT  -         799.411 (meters)    2622.73  (feet)  COMP
 DP0163  MODELED GRAV-     979,376.3   (mgal)                       NAVD 88
 DP0163
 DP0163  VERT ORDER  -  SECOND    CLASS 0
 DP0163
 DP0163.The horizontal coordinates were scaled from a topographic map and have
 DP0163.an estimated accuracy of +/- 6 seconds.
 DP0163
 DP0163.The orthometric height was determined by differential leveling
 DP0163.and adjusted by the National Geodetic Survey in June 1991..
 DP0163
 DP0163.The geoid height was determined by GEOID03.
 DP0163
 DP0163.The dynamic height is computed by dividing the NAVD 88
 DP0163.geopotential number by the normal gravity value computed on the
 DP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0163.degrees latitude (g = 980.6199 gals.).
 DP0163
 DP0163.The modeled gravity was interpolated from observed gravity values.
 DP0163
 DP0163;                    North         East    Units  Estimated Accuracy
 DP0163;SPC TXNC     - 2,229,350.      383,050.      MT  (+/- 180 meters Scaled)
 DP0163
 DP0163                          SUPERSEDED SURVEY CONTROL
 DP0163
 DP0163  NGVD 29 (??/??/92)  800.111  (m)         2625.03   (f) ADJ UNCH    2 0
 DP0163
 DP0163.Superseded values are not recommended for survey control.
 DP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0163.See file dsdata.txt to determine how the superseded data were derived.
 DP0163
 DP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC294318(NAD 83)
 DP0163_MARKER: DB = BENCH MARK DISK
 DP0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0163_SP_SET: CULVERT
 DP0163_STAMPING: Q 145 1938
 DP0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0163
 DP0163  HISTORY     - Date     Condition        Report By
 DP0163  HISTORY     - 1938     MONUMENTED       CGS
 DP0163  HISTORY     - 1956     GOOD             NGS
 DP0163
 DP0163                          STATION DESCRIPTION
 DP0163
 DP0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DP0163'6.8 MI N FROM DICKENS.
 DP0163'6.8 MILES NORTH BY HIGHWAY.  ALONG HIGHWAY U.S. NO. 62.  15 FT. EAST
 DP0163'OF CENTER-LINE OF HIGHWAY.  2 FT. BELOW ROAD LEVEL.  SET HORIZONTALLY
 DP0163'IN CENTER OF TOP OF EAST HEADWALL OF A CONCRETE HIGHWAY CULVERT. ABOUT
 DP0163'150 YDS. NORTHEAST OF A FARM HOUSE.
 DP0163
 DP0163                          STATION RECOVERY (1956)
 DP0163
 DP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 DP0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0164 ***********************************************************************
 DP0164  DESIGNATION -  Q 145 RESET 1956
 DP0164  PID         -  DP0164
 DP0164  STATE/COUNTY-  TX/DICKENS
 DP0164  USGS QUAD   -  DICKENS NORTH (1981)
 DP0164
 DP0164                         *CURRENT SURVEY CONTROL
 DP0164  ___________________________________________________________________
 DP0164* NAD 83(1986)-  33 42 47.     (N)    100 50 27.     (W)     SCALED    
 DP0164* NAVD 88     -       799.37   (meters)    2622.6    (feet)  RESET     
 DP0164  ___________________________________________________________________
 DP0164  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DP0164
 DP0164  VERT ORDER  -  THIRD
 DP0164
 DP0164.The horizontal coordinates were scaled from a topographic map and have
 DP0164.an estimated accuracy of +/- 6 seconds.
 DP0164
 DP0164.The orthometric height was computed from unverified reset data.
 DP0164
 DP0164.The geoid height was determined by GEOID03.
 DP0164
 DP0164;                    North         East    Units  Estimated Accuracy
 DP0164;SPC TXNC     - 2,229,350.      383,050.      MT  (+/- 180 meters Scaled)
 DP0164
 DP0164                          SUPERSEDED SURVEY CONTROL
 DP0164
 DP0164.No superseded survey control is available for this station.
 DP0164
 DP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC294318(NAD 83)
 DP0164_MARKER: DB = BENCH MARK DISK
 DP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0164_STAMPING: Q 145 RESET 1956
 DP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0164+STABILITY: SURFACE MOTION
 DP0164
 DP0164  HISTORY     - Date     Condition        Report By
 DP0164  HISTORY     - 1956     MONUMENTED       CGS
 DP0164  HISTORY     - 1967     MARK NOT FOUND   USGS
 DP0164
 DP0164                          STATION DESCRIPTION
 DP0164
 DP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DP0164'6.8 MI N FROM DICKENS.
 DP0164'ABOUT 6.8 MILES NORTH ALONG U.S. HIGHWAY NO. 70 FROM THE COURT HOUSE
 DP0164'IN DICKENS, 3 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 5 FEET EAST OF
 DP0164'A POWER POLE AND ABOUT 50 YARDS NORTHEAST OF A CULVERT IN THE NORTH
 DP0164'EDGE OF THE BOTTOM AREA IN THE BRUSH.  A STANDARD DISK STAMPED Q 145
 DP0164'RESET 1956 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 DP0164
 DP0164                          STATION RECOVERY (1967)
 DP0164
 DP0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DP0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0813 ***********************************************************************
 CT0813  DESIGNATION -  Q 1450
 CT0813  PID         -  CT0813
 CT0813  STATE/COUNTY-  TX/COLEMAN
 CT0813  USGS QUAD   -  GOLDSBORO (1967)
 CT0813
 CT0813                         *CURRENT SURVEY CONTROL
 CT0813  ___________________________________________________________________
 CT0813* NAD 83(1986)-  32 03 22.     (N)    099 40 44.     (W)     SCALED    
 CT0813* NAVD 88     -       589.850  (meters)    1935.20   (feet)  ADJUSTED  
 CT0813  ___________________________________________________________________
 CT0813  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CT0813  DYNAMIC HT  -         589.074 (meters)    1932.65  (feet)  COMP
 CT0813  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 CT0813
 CT0813  VERT ORDER  -  FIRST     CLASS II
 CT0813
 CT0813.The horizontal coordinates were scaled from a topographic map and have
 CT0813.an estimated accuracy of +/- 6 seconds.
 CT0813
 CT0813.The orthometric height was determined by differential leveling
 CT0813.and adjusted by the National Geodetic Survey in June 1991..
 CT0813
 CT0813.The geoid height was determined by GEOID03.
 CT0813
 CT0813.The dynamic height is computed by dividing the NAVD 88
 CT0813.geopotential number by the normal gravity value computed on the
 CT0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0813.degrees latitude (g = 980.6199 gals.).
 CT0813
 CT0813.The modeled gravity was interpolated from observed gravity values.
 CT0813
 CT0813;                    North         East    Units  Estimated Accuracy
 CT0813;SPC TX C     - 3,265,080.      761,810.      MT  (+/- 180 meters Scaled)
 CT0813
 CT0813                          SUPERSEDED SURVEY CONTROL
 CT0813
 CT0813.No superseded survey control is available for this station.
 CT0813
 CT0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA359468(NAD 83)
 CT0813_MARKER: I = METAL ROD
 CT0813_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CT0813+WITH SETTING: INFORMATION.
 CT0813_SP_SET: SHALLOW SET METAL ROD
 CT0813_STAMPING: Q 1450 1982
 CT0813_MARK LOGO: NGS   
 CT0813_PROJECTION: FLUSH
 CT0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0813_ROD/PIPE-DEPTH: 1.2  meters
 CT0813
 CT0813  HISTORY     - Date     Condition        Report By
 CT0813  HISTORY     - 1982     MONUMENTED       NGS
 CT0813
 CT0813                          STATION DESCRIPTION
 CT0813
 CT0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0813'10.7 KM (6.65 MI) SE FROM LAWN.
 CT0813'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0813'JUNCTION WITH FARM ROAD 604 IN LAWN, 17.7 METERS (58.1 FT)
 CT0813'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 7.5 METERS (24.6
 CT0813'FT) NORTH-NORTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD.
 CT0813'NOTE=REFUSAL WAS REACHED AT 4.0 FT. ACCESS TO THE DATUM POINT IS
 CT0813'THROUGH A 5-INCH LOGO CAP.
 CT0813'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CT0813'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0687 ***********************************************************************
 CC0687  DESIGNATION -  Q 1451
 CC0687  PID         -  CC0687
 CC0687  STATE/COUNTY-  TX/ECTOR
 CC0687  USGS QUAD   -  DOURO (1981)
 CC0687
 CC0687                         *CURRENT SURVEY CONTROL
 CC0687  ___________________________________________________________________
 CC0687* NAD 83(1986)-  31 46 22.     (N)    102 30 20.     (W)     SCALED    
 CC0687* NAVD 88     -       932.523  (meters)    3059.45   (feet)  ADJUSTED  
 CC0687  ___________________________________________________________________
 CC0687  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CC0687  DYNAMIC HT  -         931.205 (meters)    3055.13  (feet)  COMP
 CC0687  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 CC0687
 CC0687  VERT ORDER  -  FIRST     CLASS II
 CC0687
 CC0687.The horizontal coordinates were scaled from a topographic map and have
 CC0687.an estimated accuracy of +/- 6 seconds.
 CC0687
 CC0687.The orthometric height was determined by differential leveling
 CC0687.and adjusted by the National Geodetic Survey in June 1991..
 CC0687
 CC0687.The geoid height was determined by GEOID03.
 CC0687
 CC0687.The dynamic height is computed by dividing the NAVD 88
 CC0687.geopotential number by the normal gravity value computed on the
 CC0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0687.degrees latitude (g = 980.6199 gals.).
 CC0687
 CC0687.The modeled gravity was interpolated from observed gravity values.
 CC0687
 CC0687;                    North         East    Units  Estimated Accuracy
 CC0687;SPC TX C     - 3,235,490.      494,250.      MT  (+/- 180 meters Scaled)
 CC0687
 CC0687                          SUPERSEDED SURVEY CONTROL
 CC0687
 CC0687.No superseded survey control is available for this station.
 CC0687
 CC0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR362179(NAD 83)
 CC0687_MARKER: DB = BENCH MARK DISK
 CC0687_SETTING: 66 = SET IN ROCK OUTCROP
 CC0687_SP_SET: ROCK OUTCROP
 CC0687_STAMPING: Q 1451 1982
 CC0687_MARK LOGO: NGS   
 CC0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0687+STABILITY: POSITION/ELEVATION WELL
 CC0687
 CC0687  HISTORY     - Date     Condition        Report By
 CC0687  HISTORY     - 1982     MONUMENTED       NGS
 CC0687
 CC0687                          STATION DESCRIPTION
 CC0687
 CC0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0687'15.6 KM (9.7 MI) SW FROM ODESSA.
 CC0687'15.6 KM (9.7 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0687'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, IN A 3 BY 4 FT
 CC0687'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) EAST OF RAILROAD
 CC0687'MILEPOST 683, 24.0 METERS (78.7 FT) SOUTHWEST OF A UTILITY POLE, 21.9
 CC0687'METERS (71.9 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES
 CC0687'OF INTERSTATE HIGHWAY 20 AND 10.9 METERS (35.8 FT) NORTHWEST OF THE
 CC0687'NEAR RAIL.
 CC0687'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 CC0687'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0818 ***********************************************************************
 CU0818  DESIGNATION -  Q 1452
 CU0818  PID         -  CU0818
 CU0818  STATE/COUNTY-  TX/MARTIN
 CU0818  USGS QUAD   -  STANTON SE (1966)
 CU0818
 CU0818                         *CURRENT SURVEY CONTROL
 CU0818  ___________________________________________________________________
 CU0818* NAD 83(1986)-  32 06 04.     (N)    101 51 55.     (W)     SCALED    
 CU0818* NAVD 88     -       821.227  (meters)    2694.31   (feet)  ADJUSTED  
 CU0818  ___________________________________________________________________
 CU0818  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CU0818  DYNAMIC HT  -         820.084 (meters)    2690.56  (feet)  COMP
 CU0818  MODELED GRAV-     979,220.4   (mgal)                       NAVD 88
 CU0818
 CU0818  VERT ORDER  -  FIRST     CLASS II
 CU0818
 CU0818.The horizontal coordinates were scaled from a topographic map and have
 CU0818.an estimated accuracy of +/- 6 seconds.
 CU0818
 CU0818.The orthometric height was determined by differential leveling
 CU0818.and adjusted by the National Geodetic Survey in June 1991..
 CU0818
 CU0818.The geoid height was determined by GEOID03.
 CU0818
 CU0818.The dynamic height is computed by dividing the NAVD 88
 CU0818.geopotential number by the normal gravity value computed on the
 CU0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0818.degrees latitude (g = 980.6199 gals.).
 CU0818
 CU0818.The modeled gravity was interpolated from observed gravity values.
 CU0818
 CU0818;                    North         East    Units  Estimated Accuracy
 CU0818;SPC TXNC     - 2,053,260.      282,410.      MT  (+/- 180 meters Scaled)
 CU0818
 CU0818                          SUPERSEDED SURVEY CONTROL
 CU0818
 CU0818.No superseded survey control is available for this station.
 CU0818
 CU0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA296552(NAD 83)
 CU0818_MARKER: DB = BENCH MARK DISK
 CU0818_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0818_SP_SET: PIER
 CU0818_STAMPING: Q 1452 1982
 CU0818_MARK LOGO: NGS   
 CU0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0818
 CU0818  HISTORY     - Date     Condition        Report By
 CU0818  HISTORY     - 1982     MONUMENTED       NGS
 CU0818
 CU0818                          STATION DESCRIPTION
 CU0818
 CU0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0818'22.7 KM (14.1 MI) NE FROM MIDLAND.
 CU0818'22.7 KM (14.1 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0818'FROM THE POST OFFICE IN MIDLAND, SET VERTICALLY IN THE NORTHWEST FACE
 CU0818'OF THE MOST SOUTHWESTERLY 1 OF 2 PIERS OF THE OVERPASS OF FARM ROAD
 CU0818'829, 21.8 METERS (71.5 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST
 CU0818'BOUND LANES OF INTERSTATE HIGHWAY 20 AND 4.7 METERS (15.4 FT)
 CU0818'NORTHWEST OF THE NEAR RAIL.
 CU0818'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0791 ***********************************************************************
 CU0791  DESIGNATION -  Q 1453
 CU0791  PID         -  CU0791
 CU0791  STATE/COUNTY-  TX/HOWARD
 CU0791  USGS QUAD   -  COAHOMA (1971)
 CU0791
 CU0791                         *CURRENT SURVEY CONTROL
 CU0791  ___________________________________________________________________
 CU0791* NAD 83(1986)-  32 16 28.     (N)    101 22 13.     (W)     SCALED    
 CU0791* NAVD 88     -       744.022  (meters)    2441.01   (feet)  ADJUSTED  
 CU0791  ___________________________________________________________________
 CU0791  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CU0791  DYNAMIC HT  -         743.004 (meters)    2437.67  (feet)  COMP
 CU0791  MODELED GRAV-     979,247.5   (mgal)                       NAVD 88
 CU0791
 CU0791  VERT ORDER  -  FIRST     CLASS II
 CU0791
 CU0791.The horizontal coordinates were scaled from a topographic map and have
 CU0791.an estimated accuracy of +/- 6 seconds.
 CU0791
 CU0791.The orthometric height was determined by differential leveling
 CU0791.and adjusted by the National Geodetic Survey in June 1991..
 CU0791
 CU0791.The geoid height was determined by GEOID03.
 CU0791
 CU0791.The dynamic height is computed by dividing the NAVD 88
 CU0791.geopotential number by the normal gravity value computed on the
 CU0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0791.degrees latitude (g = 980.6199 gals.).
 CU0791
 CU0791.The modeled gravity was interpolated from observed gravity values.
 CU0791
 CU0791;                    North         East    Units  Estimated Accuracy
 CU0791;SPC TXNC     - 2,071,090.      329,630.      MT  (+/- 180 meters Scaled)
 CU0791
 CU0791                          SUPERSEDED SURVEY CONTROL
 CU0791
 CU0791.No superseded survey control is available for this station.
 CU0791
 CU0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA767733(NAD 83)
 CU0791_MARKER: DB = BENCH MARK DISK
 CU0791_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0791_SP_SET: PIER
 CU0791_STAMPING: Q 1453 1982
 CU0791_MARK LOGO: NGS   
 CU0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0791+STABILITY: POSITION/ELEVATION WELL
 CU0791
 CU0791  HISTORY     - Date     Condition        Report By
 CU0791  HISTORY     - 1982     MONUMENTED       NGS
 CU0791
 CU0791                          STATION DESCRIPTION
 CU0791
 CU0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0791'11.9 KM (7.4 MI) NE FROM BIG SPRING.
 CU0791'11.9 KM (7.4 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0791'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0791'SOUTHWEST FACE OF THE MOST SOUTHEASTERLY 1 OF 4 PIERS OF THE EAST
 CU0791'BOUND LANES OF THE INTERSTATE HIGHWAY 20 OVERPASS OF MOSES LAKE ROAD
 CU0791'(EXIT 184) AND 7.2 METERS (23.6 FT) NORTHEAST OF THE CENTER OF THE
 CU0791'ROAD.
 CU0791'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0425 ***********************************************************************
 BN0425  DESIGNATION -  Q 1454
 BN0425  PID         -  BN0425
 BN0425  STATE/COUNTY-  TX/KIMBLE
 BN0425  USGS QUAD   -  TELEGRAPH (1974)
 BN0425
 BN0425                         *CURRENT SURVEY CONTROL
 BN0425  ___________________________________________________________________
 BN0425* NAD 83(1986)-  30 17 36.     (N)    099 54 35.     (W)     SCALED    
 BN0425* NAVD 88     -       579.059  (meters)    1899.80   (feet)  ADJUSTED  
 BN0425  ___________________________________________________________________
 BN0425  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BN0425  DYNAMIC HT  -         578.212 (meters)    1897.02  (feet)  COMP
 BN0425  MODELED GRAV-     979,161.4   (mgal)                       NAVD 88
 BN0425
 BN0425  VERT ORDER  -  FIRST     CLASS II
 BN0425
 BN0425.The horizontal coordinates were scaled from a topographic map and have
 BN0425.an estimated accuracy of +/- 6 seconds.
 BN0425
 BN0425.The orthometric height was determined by differential leveling
 BN0425.and adjusted by the National Geodetic Survey in June 1991..
 BN0425
 BN0425.The geoid height was determined by GEOID03.
 BN0425
 BN0425.The dynamic height is computed by dividing the NAVD 88
 BN0425.geopotential number by the normal gravity value computed on the
 BN0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0425.degrees latitude (g = 980.6199 gals.).
 BN0425
 BN0425.The modeled gravity was interpolated from observed gravity values.
 BN0425
 BN0425;                    North         East    Units  Estimated Accuracy
 BN0425;SPC TX C     - 3,069,550.      740,750.      MT  (+/- 180 meters Scaled)
 BN0425
 BN0425                          SUPERSEDED SURVEY CONTROL
 BN0425
 BN0425.No superseded survey control is available for this station.
 BN0425
 BN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU125516(NAD 83)
 BN0425_MARKER: DB = BENCH MARK DISK
 BN0425_SETTING: 66 = SET IN ROCK OUTCROP
 BN0425_SP_SET: ROCK OUTCROP
 BN0425_STAMPING: Q 1454 1982
 BN0425_MARK LOGO: NGS   
 BN0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0425+STABILITY: POSITION/ELEVATION WELL
 BN0425
 BN0425  HISTORY     - Date     Condition        Report By
 BN0425  HISTORY     - 1982     MONUMENTED       NGS
 BN0425  HISTORY     - 19981121 GOOD             USPSQD
 BN0425
 BN0425                          STATION DESCRIPTION
 BN0425
 BN0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0425'30.0 KM (18.65 MI) SW FROM JUNCTION.
 BN0425'30.0 KM (18.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0425'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT A POWERLINE
 BN0425'JUNCTION, IN A LARGE EXPOSED AREA OF ROCK LEDGE, 0.5 KM (0.3 MI) SOUTH
 BN0425'OF A TRACK ROAD LEADING EAST, 30.5 METERS (100.1 FT) WEST OF THE
 BN0425'CENTERLINE OF THE HIGHWAY AND 19.1 METERS (62.7 FT) WEST OF A FENCE
 BN0425'AND UTILITY POLE.
 BN0425'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BN0425'THE MARK IS 6.5 M ABOVE THE HIGHWAY.
 BN0425
 BN0425                          STATION RECOVERY (1998)
 BN0425
 BN0425'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0828 ***********************************************************************
 CA0828  DESIGNATION -  Q 1455
 CA0828  PID         -  CA0828
 CA0828  STATE/COUNTY-  TX/MCCULLOCH
 CA0828  USGS QUAD   -  MERCURY (1987)
 CA0828
 CA0828                         *CURRENT SURVEY CONTROL
 CA0828  ___________________________________________________________________
 CA0828* NAD 83(1986)-  31 25 37.     (N)    099 10 17.     (W)     SCALED    
 CA0828* NAVD 88     -       445.564  (meters)    1461.82   (feet)  ADJUSTED  
 CA0828  ___________________________________________________________________
 CA0828  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 CA0828  DYNAMIC HT  -         444.972 (meters)    1459.88  (feet)  COMP
 CA0828  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 CA0828
 CA0828  VERT ORDER  -  FIRST     CLASS II
 CA0828
 CA0828.The horizontal coordinates were scaled from a topographic map and have
 CA0828.an estimated accuracy of +/- 6 seconds.
 CA0828
 CA0828.The orthometric height was determined by differential leveling
 CA0828.and adjusted by the National Geodetic Survey in June 1991..
 CA0828
 CA0828.The geoid height was determined by GEOID03.
 CA0828
 CA0828.The dynamic height is computed by dividing the NAVD 88
 CA0828.geopotential number by the normal gravity value computed on the
 CA0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0828.degrees latitude (g = 980.6199 gals.).
 CA0828
 CA0828.The modeled gravity was interpolated from observed gravity values.
 CA0828
 CA0828;                    North         East    Units  Estimated Accuracy
 CA0828;SPC TX C     - 3,195,720.      810,460.      MT  (+/- 180 meters Scaled)
 CA0828
 CA0828                          SUPERSEDED SURVEY CONTROL
 CA0828
 CA0828.No superseded survey control is available for this station.
 CA0828
 CA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV837769(NAD 83)
 CA0828_MARKER: I = METAL ROD
 CA0828_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0828+WITH SETTING: INFORMATION.
 CA0828_SP_SET: SHALLOW SET METAL ROD
 CA0828_STAMPING: Q 1455 1982
 CA0828_MARK LOGO: NGS   
 CA0828_PROJECTION: FLUSH
 CA0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0828+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0828_ROD/PIPE-DEPTH: 2.7  meters
 CA0828
 CA0828  HISTORY     - Date     Condition        Report By
 CA0828  HISTORY     - 1982     MONUMENTED       NGS
 CA0828  HISTORY     - 19950826 GOOD             USPSQD
 CA0828  HISTORY     - 20060319 GOOD             USPSQD
 CA0828  HISTORY     - 20060319 GOOD             USPSQD
 CA0828
 CA0828                          STATION DESCRIPTION
 CA0828
 CA0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0828'36.8 KM (22.85 MI) NE FROM BRADY.
 CA0828'36.8 KM (22.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0828'COURTHOUSE IN BRADY, 0.2 KM (0.1 MI) SOUTH OF FARM ROAD 765, 21.0
 CA0828'METERS (68.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 0.5 METER
 CA0828'(1.6 FT) NORTH OF A T-FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 9.0
 CA0828'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0828'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 CA0828'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0828
 CA0828                          STATION RECOVERY (1995)
 CA0828
 CA0828'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0828'RECOVERED IN GOOD CONDITION.
 CA0828
 CA0828                          STATION RECOVERY (2006)
 CA0828
 CA0828'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0828'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0828
 CA0828                          STATION RECOVERY (2006)
 CA0828
 CA0828'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0828'THE GP IS WRONG.  IT SHOULD BE N31 25 30.2  W099 10 06.3  IT APPEARS
 CA0828'THAT IT WAS RECORDED AS 17 INSTEAD OF 07. CAN YOU CORRECT THIS.  FOUND
 CA0828'AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0852 ***********************************************************************
 CA0852  DESIGNATION -  Q 1456
 CA0852  PID         -  CA0852
 CA0852  STATE/COUNTY-  TX/BROWN
 CA0852  USGS QUAD   -  BANGS EAST (1987)
 CA0852
 CA0852                         *CURRENT SURVEY CONTROL
 CA0852  ___________________________________________________________________
 CA0852* NAD 83(1986)-  31 43 37.     (N)    099 00 19.     (W)     SCALED    
 CA0852* NAVD 88     -       418.874  (meters)    1374.26   (feet)  ADJUSTED  
 CA0852  ___________________________________________________________________
 CA0852  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CA0852  DYNAMIC HT  -         418.327 (meters)    1372.46  (feet)  COMP
 CA0852  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 CA0852
 CA0852  VERT ORDER  -  FIRST     CLASS II
 CA0852
 CA0852.The horizontal coordinates were scaled from a topographic map and have
 CA0852.an estimated accuracy of +/- 6 seconds.
 CA0852
 CA0852.The orthometric height was determined by differential leveling
 CA0852.and adjusted by the National Geodetic Survey in June 1991..
 CA0852
 CA0852.The geoid height was determined by GEOID03.
 CA0852
 CA0852.The dynamic height is computed by dividing the NAVD 88
 CA0852.geopotential number by the normal gravity value computed on the
 CA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0852.degrees latitude (g = 980.6199 gals.).
 CA0852
 CA0852.The modeled gravity was interpolated from observed gravity values.
 CA0852
 CA0852;                    North         East    Units  Estimated Accuracy
 CA0852;SPC TX C     - 3,229,150.      825,860.      MT  (+/- 180 meters Scaled)
 CA0852
 CA0852                          SUPERSEDED SURVEY CONTROL
 CA0852
 CA0852.No superseded survey control is available for this station.
 CA0852
 CA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA995101(NAD 83)
 CA0852_MARKER: I = METAL ROD
 CA0852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0852_SP_SET: STAINLESS STEEL ROD
 CA0852_STAMPING: Q 1456 1982
 CA0852_MARK LOGO: NGS   
 CA0852_PROJECTION: FLUSH
 CA0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0852+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0852_ROD/PIPE-DEPTH: 4.9  meters
 CA0852
 CA0852  HISTORY     - Date     Condition        Report By
 CA0852  HISTORY     - 1982     MONUMENTED       NGS
 CA0852  HISTORY     - 1983     GOOD             NGS
 CA0852  HISTORY     - 20060320 GOOD             USPSQD
 CA0852
 CA0852                          STATION DESCRIPTION
 CA0852
 CA0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0852'2.6 KM (1.6 MI) WEST FROM BROWNWOOD.
 CA0852'2.6 KM (1.6 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0852'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, AT THE SOUTHWEST CORNER
 CA0852'OF A CHURCH YARD, 14.0 METERS (45.9 FT) NORTH-NORTHWEST OF THE
 CA0852'CENTERLINE OF THE HIGHWAY, 3.1 METERS (10.2 FT) WEST-SOUTHWEST OF A
 CA0852'SIGN, 1.7 METERS (5.6 FT) NORTHWEST OF A UTILITY POLE AND 0.7 METER
 CA0852'(2.3 FT) WEST-SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 CA0852'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0852'THE MARK IS 0.4 METERS  SSE FROM  A WITNESS POST AND FENCE
 CA0852'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0852
 CA0852                          STATION RECOVERY (1983)
 CA0852
 CA0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0852'RECOVERED IN GOOD CONDITION.
 CA0852
 CA0852                          STATION RECOVERY (2006)
 CA0852
 CA0852'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0852'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0876 ***********************************************************************
 CA0876  DESIGNATION -  Q 1457
 CA0876  PID         -  CA0876
 CA0876  STATE/COUNTY-  TX/COLEMAN
 CA0876  USGS QUAD   -  COLEMAN (1987)
 CA0876
 CA0876                         *CURRENT SURVEY CONTROL
 CA0876  ___________________________________________________________________
 CA0876* NAD 83(1986)-  31 49 33.     (N)    099 24 47.     (W)     SCALED    
 CA0876* NAVD 88     -       511.459  (meters)    1678.01   (feet)  ADJUSTED  
 CA0876  ___________________________________________________________________
 CA0876  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CA0876  DYNAMIC HT  -         510.785 (meters)    1675.80  (feet)  COMP
 CA0876  MODELED GRAV-     979,305.1   (mgal)                       NAVD 88
 CA0876
 CA0876  VERT ORDER  -  FIRST     CLASS II
 CA0876
 CA0876.The horizontal coordinates were scaled from a topographic map and have
 CA0876.an estimated accuracy of +/- 6 seconds.
 CA0876
 CA0876.The orthometric height was determined by differential leveling
 CA0876.and adjusted by the National Geodetic Survey in June 1991..
 CA0876
 CA0876.The geoid height was determined by GEOID03.
 CA0876
 CA0876.The dynamic height is computed by dividing the NAVD 88
 CA0876.geopotential number by the normal gravity value computed on the
 CA0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0876.degrees latitude (g = 980.6199 gals.).
 CA0876
 CA0876.The modeled gravity was interpolated from observed gravity values.
 CA0876
 CA0876;                    North         East    Units  Estimated Accuracy
 CA0876;SPC TX C     - 3,239,730.      787,120.      MT  (+/- 180 meters Scaled)
 CA0876
 CA0876                          SUPERSEDED SURVEY CONTROL
 CA0876
 CA0876.No superseded survey control is available for this station.
 CA0876
 CA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA609212(NAD 83)
 CA0876_MARKER: DB = BENCH MARK DISK
 CA0876_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CA0876_SP_SET: PIER
 CA0876_STAMPING: Q 1457 1982
 CA0876_MARK LOGO: NGS   
 CA0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0876+STABILITY: POSITION/ELEVATION WELL
 CA0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0876+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0876
 CA0876  HISTORY     - Date     Condition        Report By
 CA0876  HISTORY     - 1982     MONUMENTED       NGS
 CA0876  HISTORY     - 20060320 GOOD             USPSQD
 CA0876
 CA0876                          STATION DESCRIPTION
 CA0876
 CA0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0876'3.6 KM (2.25 MI) SE FROM COLEMAN.
 CA0876'3.6 KM (2.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0876'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, SET
 CA0876'VERTICALLY IN THE NORTHEAST FACE OF THE MOST SOUTHEASTERLY ONE OF FOUR
 CA0876'PIERS OF THE FOURTH SET OF PIERS NORTH OF THE SOUTH ABUTMENT OF THE
 CA0876'OVERPASS OVER BUSINESS HIGHWAYS 84 AND 283 AND THE ATCHISON, TOPEKA
 CA0876'AND SANTA FE RAILROAD, 21.3 METERS (69.9 FT) SOUTHWEST OF THE NEAR
 CA0876'RAIL AND 7.9 METERS (25.9 FT) NORTHEAST OF THE CENTERLINE OF BUSINESS
 CA0876'HIGHWAYS 84 AND 283.
 CA0876'THE MARK IS 0.3 M ABOVE THE GROUND.
 CA0876
 CA0876                          STATION RECOVERY (2006)
 CA0876
 CA0876'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0876'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0876' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0740 ***********************************************************************
 CU0740  DESIGNATION -  Q 1458
 CU0740  PID         -  CU0740
 CU0740  STATE/COUNTY-  TX/NOLAN
 CU0740  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0740
 CU0740                         *CURRENT SURVEY CONTROL
 CU0740  ___________________________________________________________________
 CU0740* NAD 83(1986)-  32 29 46.     (N)    100 15 55.     (W)     SCALED    
 CU0740* NAVD 88     -       623.403  (meters)    2045.28   (feet)  ADJUSTED  
 CU0740  ___________________________________________________________________
 CU0740  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CU0740  DYNAMIC HT  -         622.581 (meters)    2042.58  (feet)  COMP
 CU0740  MODELED GRAV-     979,301.1   (mgal)                       NAVD 88
 CU0740
 CU0740  VERT ORDER  -  FIRST     CLASS II
 CU0740
 CU0740.The horizontal coordinates were scaled from a topographic map and have
 CU0740.an estimated accuracy of +/- 6 seconds.
 CU0740
 CU0740.The orthometric height was determined by differential leveling
 CU0740.and adjusted by the National Geodetic Survey in June 1991..
 CU0740
 CU0740.The geoid height was determined by GEOID03.
 CU0740
 CU0740.The dynamic height is computed by dividing the NAVD 88
 CU0740.geopotential number by the normal gravity value computed on the
 CU0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0740.degrees latitude (g = 980.6199 gals.).
 CU0740
 CU0740.The modeled gravity was interpolated from observed gravity values.
 CU0740
 CU0740;                    North         East    Units  Estimated Accuracy
 CU0740;SPC TXNC     - 2,093,370.      434,120.      MT  (+/- 180 meters Scaled)
 CU0740
 CU0740                          SUPERSEDED SURVEY CONTROL
 CU0740
 CU0740.No superseded survey control is available for this station.
 CU0740
 CU0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA811961(NAD 83)
 CU0740_MARKER: I = METAL ROD
 CU0740_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0740+WITH SETTING: INFORMATION.
 CU0740_SP_SET: SHALLOW SET METAL ROD
 CU0740_STAMPING: Q 1458 1982
 CU0740_MARK LOGO: NGS   
 CU0740_PROJECTION: FLUSH
 CU0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0740_ROD/PIPE-DEPTH: 1.2  meters
 CU0740
 CU0740  HISTORY     - Date     Condition        Report By
 CU0740  HISTORY     - 1982     MONUMENTED       NGS
 CU0740
 CU0740                          STATION DESCRIPTION
 CU0740
 CU0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0740'13.9 KM (8.65 MI) EAST FROM SWEETWATER.
 CU0740'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0740'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0740'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0740'9.5 KM (5.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.2 KM (0.1 MI)
 CU0740'WEST OF THE ENTRANCE TO THE GRAHAM RANCH, 0.2 KM (0.1 MI) WEST OF MILE
 CU0740'POST 254, 29.8 METERS (97.8 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 CU0740'THE WEST BOUND LANES OF THE HIGHWAY AND 11.6 METERS (38.1 FT)
 CU0740'NORTH-NORTHEAST OF THE CENTER OF A FRONTAGE ROAD.  NOTE=REFUSAL WAS
 CU0740'REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CU0740'CAP.
 CU0740'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CU0740'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0766 ***********************************************************************
 CU0766  DESIGNATION -  Q 1459
 CU0766  PID         -  CU0766
 CU0766  STATE/COUNTY-  TX/MITCHELL
 CU0766  USGS QUAD   -  CEDAR BEND (1979)
 CU0766
 CU0766                         *CURRENT SURVEY CONTROL
 CU0766  ___________________________________________________________________
 CU0766* NAD 83(1986)-  32 23 25.     (N)    100 53 23.     (W)     SCALED    
 CU0766* NAVD 88     -       633.947  (meters)    2079.87   (feet)  ADJUSTED  
 CU0766  ___________________________________________________________________
 CU0766  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CU0766  DYNAMIC HT  -         633.101 (meters)    2077.10  (feet)  COMP
 CU0766  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 CU0766
 CU0766  VERT ORDER  -  FIRST     CLASS II
 CU0766
 CU0766.The horizontal coordinates were scaled from a topographic map and have
 CU0766.an estimated accuracy of +/- 6 seconds.
 CU0766
 CU0766.The orthometric height was determined by differential leveling
 CU0766.and adjusted by the National Geodetic Survey in June 1991..
 CU0766
 CU0766.The geoid height was determined by GEOID03.
 CU0766
 CU0766.The dynamic height is computed by dividing the NAVD 88
 CU0766.geopotential number by the normal gravity value computed on the
 CU0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0766.degrees latitude (g = 980.6199 gals.).
 CU0766
 CU0766.The modeled gravity was interpolated from observed gravity values.
 CU0766
 CU0766;                    North         East    Units  Estimated Accuracy
 CU0766;SPC TXNC     - 2,082,800.      375,180.      MT  (+/- 180 meters Scaled)
 CU0766
 CU0766                          SUPERSEDED SURVEY CONTROL
 CU0766
 CU0766.No superseded survey control is available for this station.
 CU0766
 CU0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA222852(NAD 83)
 CU0766_MARKER: DB = BENCH MARK DISK
 CU0766_SETTING: 66 = SET IN ROCK OUTCROP
 CU0766_SP_SET: ROCK OUTCROP
 CU0766_STAMPING: Q 1459 1982
 CU0766_MARK LOGO: NGS   
 CU0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0766+STABILITY: POSITION/ELEVATION WELL
 CU0766
 CU0766  HISTORY     - Date     Condition        Report By
 CU0766  HISTORY     - 1982     MONUMENTED       NGS
 CU0766
 CU0766                          STATION DESCRIPTION
 CU0766
 CU0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0766'6.5 KM (4.05 MI) WEST FROM COLORADO CITY.
 CU0766'4.8 KM (3.0 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0766'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, THENCE 1.7 KM (1.05
 CU0766'MI) EASTERLY ALONG BUSINESS U. S. HIGHWAY 80, IN THE CENTER OF THE
 CU0766'NORTHERN HALF OF A 6 BY 24 FT EXPOSED AREA OF OUTCROPPING BEDROCK, AT
 CU0766'THE BOTTOM OF A HILL, 36.0 METERS (118.1 FT) NORTH OF THE CENTERLINE
 CU0766'OF THE HIGHWAY, 13.5 METERS (44.3 FT) NORTHEAST OF A UTILITY POLE,
 CU0766'13.0 METERS (42.7 FT) NORTH OF THE CENTER OF A TRACK ROAD AND 6.3
 CU0766'METERS (20.7 FT) NORTH OF A FENCE.
 CU0766'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0766'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0063 ***********************************************************************
 CE0063  DESIGNATION -  Q 146
 CE0063  PID         -  CE0063
 CE0063  STATE/COUNTY-  TX/EL PASO
 CE0063  USGS QUAD   -  EL PASO (1997)
 CE0063
 CE0063                         *CURRENT SURVEY CONTROL
 CE0063  ___________________________________________________________________
 CE0063* NAD 83(1986)-  31 46 38.     (N)    106 28 16.     (W)     SCALED    
 CE0063* NAVD 88     -      1134.945  (meters)    3723.57   (feet)  ADJUSTED  
 CE0063  ___________________________________________________________________
 CE0063  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CE0063  DYNAMIC HT  -        1133.230 (meters)    3717.94  (feet)  COMP
 CE0063  MODELED GRAV-     979,089.6   (mgal)                       NAVD 88
 CE0063
 CE0063  VERT ORDER  -  FIRST     CLASS I
 CE0063
 CE0063.The horizontal coordinates were scaled from a topographic map and have
 CE0063.an estimated accuracy of +/- 6 seconds.
 CE0063
 CE0063.The orthometric height was determined by differential leveling
 CE0063.and adjusted by the National Geodetic Survey in November 1996..
 CE0063.WARNING-Repeat measurements at this control monument indicate possible
 CE0063.vertical movement.
 CE0063
 CE0063.The geoid height was determined by GEOID03.
 CE0063
 CE0063.The dynamic height is computed by dividing the NAVD 88
 CE0063.geopotential number by the normal gravity value computed on the
 CE0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0063.degrees latitude (g = 980.6199 gals.).
 CE0063
 CE0063.The modeled gravity was interpolated from observed gravity values.
 CE0063
 CE0063;                    North         East    Units  Estimated Accuracy
 CE0063;SPC TX C     - 3,250,010.      118,940.      MT  (+/- 180 meters Scaled)
 CE0063
 CE0063                          SUPERSEDED SURVEY CONTROL
 CE0063
 CE0063  NAVD 88 (06/15/91) 1134.982  (m)         3723.69   (f) UNKNOWN     1 1
 CE0063  NGVD 29 (??/??/92) 1134.526  (m)         3722.19   (f) ADJ UNCH    1 1
 CE0063
 CE0063.Superseded values are not recommended for survey control.
 CE0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0063.See file dsdata.txt to determine how the superseded data were derived.
 CE0063
 CE0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR607166(NAD 83)
 CE0063_MARKER: DB = BENCH MARK DISK
 CE0063_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CE0063+WITH SETTING: PAVEMENT
 CE0063_SP_SET: CONCRETE BLOCK
 CE0063_STAMPING: Q 146 1954
 CE0063_MARK LOGO: CGS   
 CE0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0063+STABILITY: SURFACE MOTION
 CE0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0063+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0063
 CE0063  HISTORY     - Date     Condition        Report By
 CE0063  HISTORY     - 1954     MONUMENTED       CGS
 CE0063  HISTORY     - 1967     GOOD             NGS
 CE0063  HISTORY     - 1978     GOOD             USGS
 CE0063  HISTORY     - 1981     GOOD             NGS
 CE0063  HISTORY     - 19921119 GOOD             NGS
 CE0063
 CE0063                          STATION DESCRIPTION
 CE0063
 CE0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0063'2.1 MI NE FROM EL PASO.
 CE0063'2.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0063'STATION AT EL PASO, 76 FEET NORTHEAST OF MILEPOST 1298, 14 FEET WEST
 CE0063'OF THE WEST RAIL, FLUSH WITH THE GROUND, SET IN THE TOP OF THE
 CE0063'NORTHEAST CORNER OF A 2X2 FOOT BLOCK OF CONCRETE.
 CE0063
 CE0063                          STATION RECOVERY (1967)
 CE0063
 CE0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CE0063'RECOVERED IN GOOD CONDITION.
 CE0063
 CE0063                          STATION RECOVERY (1978)
 CE0063
 CE0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CE0063'2.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILRAOD FROM UNION
 CE0063'STATION AT EL PASO COUNTY, 76 FEET NORTHEAST OF MILEPOST 1298, 14
 CE0063'FEET WEST OF THE WEST RAIL, IN THE TOP OF THE NORTHEAST CORNER OF A 2
 CE0063'X 2 FOOT BLOCK OF CONCRETE, 2 FEET WEST OF A SIGNAL BOX, 121 FEET
 CE0063'NORTHEAST OF MONTANA ST. AND RAILROAD CROSSING, AND FLUSH WITH THE
 CE0063'GROUND. A STANDARD DISK, STAMPED 'Q 146 1954'.
 CE0063
 CE0063                          STATION RECOVERY (1981)
 CE0063
 CE0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0063'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CE0063'3.4 KM (2.1 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CE0063'THE UNION STATION IN EL PASO, AT THE MONTANA STREET CROSSING, IN
 CE0063'TOP OF THE NORTHEAST CORNER OF A 2 BY 2 FT CONCRETE PAD,
 CE0063'23.2 METERS (76.0 FT) NORTHEAST OF MILEPOST 1298, 4.6 METERS
 CE0063'(15.0 FT) SOUTHWEST OF TELEPHONE POLE 7 J, 4.3 METERS (14.0 FT)
 CE0063'NORTHWEST OF THE NEAR RAIL AND 0.9 METERS (3.0 FT) WEST OF THE
 CE0063'OF THE NORTHWEST CORNER OF A JUNCTION BOX.
 CE0063
 CE0063                          STATION RECOVERY (1992)
 CE0063
 CE0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0063'3.4 KM (2.10 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0063'FROM THE UNION PASSENGER STATION IN EL PASO, NEAR THE NORTHEAST
 CE0063'CORNER OF A 2 BY 2-FOOT CONCRETE BLOCK, AT THE INTERSECTION OF
 CE0063'MONTANA AVENUE, 23.2 M (76.1 FT) NORTHEAST OF MILEPOST 1298, 4.6 M
 CE0063'(15.1 FT) SOUTHWEST OF UTILITY POLE NUMBER 7J, 4.3 M (14.1 FT)
 CE0063'NORTHWEST OF THE NEAR RAIL, 0.9 M (3.0 FT) NORTHWEST OF THE NORTH
 CE0063'CORNER OF A RAILROAD SIGNAL CONTROL BOX, AND 0.1 M (0.3 FT) BELOW THE
 CE0063'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0856 ***********************************************************************
 CU0856  DESIGNATION -  Q 1460
 CU0856  PID         -  CU0856
 CU0856  STATE/COUNTY-  TX/SCURRY
 CU0856  USGS QUAD   -  HERMLEIGH (1979)
 CU0856
 CU0856                         *CURRENT SURVEY CONTROL
 CU0856  ___________________________________________________________________
 CU0856* NAD 83(1986)-  32 39 10.     (N)    100 46 41.     (W)     SCALED    
 CU0856* NAVD 88     -       744.032  (meters)    2441.05   (feet)  ADJUSTED  
 CU0856  ___________________________________________________________________
 CU0856  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CU0856  DYNAMIC HT  -         743.038 (meters)    2437.78  (feet)  COMP
 CU0856  MODELED GRAV-     979,277.6   (mgal)                       NAVD 88
 CU0856
 CU0856  VERT ORDER  -  FIRST     CLASS II
 CU0856
 CU0856.The horizontal coordinates were scaled from a topographic map and have
 CU0856.an estimated accuracy of +/- 6 seconds.
 CU0856
 CU0856.The orthometric height was determined by differential leveling
 CU0856.and adjusted by the National Geodetic Survey in June 1991..
 CU0856
 CU0856.The geoid height was determined by GEOID03.
 CU0856
 CU0856.The dynamic height is computed by dividing the NAVD 88
 CU0856.geopotential number by the normal gravity value computed on the
 CU0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0856.degrees latitude (g = 980.6199 gals.).
 CU0856
 CU0856.The modeled gravity was interpolated from observed gravity values.
 CU0856
 CU0856;                    North         East    Units  Estimated Accuracy
 CU0856;SPC TXNC     - 2,111,670.      386,320.      MT  (+/- 180 meters Scaled)
 CU0856
 CU0856                          SUPERSEDED SURVEY CONTROL
 CU0856
 CU0856.No superseded survey control is available for this station.
 CU0856
 CU0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB332141(NAD 83)
 CU0856_MARKER: I = METAL ROD
 CU0856_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CU0856_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CU0856_STAMPING: Q 1460 1982
 CU0856_MARK LOGO: NGS   
 CU0856_PROJECTION: FLUSH
 CU0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0856+STABILITY: POSITION/ELEVATION WELL
 CU0856_ROD/PIPE-DEPTH: 11.0 meters
 CU0856_SLEEVE-DEPTH  : 9.1 meters
 CU0856
 CU0856  HISTORY     - Date     Condition        Report By
 CU0856  HISTORY     - 1982     MONUMENTED       NGS
 CU0856
 CU0856                          STATION DESCRIPTION
 CU0856
 CU0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0856'10.6 KM (6.6 MI) SE FROM SNYDER.
 CU0856'10.6 KM (6.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0856'JUNCTION WITH U.S. HIGHWAY 180 IN SNYDER, 27.7 METERS (90.9 FT)
 CU0856'NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING WEST, 19.5 METERS
 CU0856'(64.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 CU0856'THE HIGHWAY, 14.5 METERS (47.6 FT) NORTHEAST OF THE NEAR RAIL OF THE
 CU0856'ROSCOE, SNYDER AND PACIFIC RAILROAD AND 1.3 METERS (4.3 FT) SOUTHEAST
 CU0856'OF UTILITY POLE NUMBER 2417.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0856'THROUGH A 5-INCH LOGO CAP.
 CU0856'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0856'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0843 ***********************************************************************
 CU0843  DESIGNATION -  Q 1461
 CU0843  PID         -  CU0843
 CU0843  STATE/COUNTY-  TX/SCURRY
 CU0843  USGS QUAD   -  BRAND (1954)
 CU0843
 CU0843                         *CURRENT SURVEY CONTROL
 CU0843  ___________________________________________________________________
 CU0843* NAD 83(1986)-  32 48 20.     (N)    100 58 12.     (W)     SCALED    
 CU0843* NAVD 88     -       734.481  (meters)    2409.71   (feet)  ADJUSTED  
 CU0843  ___________________________________________________________________
 CU0843  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CU0843  DYNAMIC HT  -         733.520 (meters)    2406.56  (feet)  COMP
 CU0843  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 CU0843
 CU0843  VERT ORDER  -  FIRST     CLASS II
 CU0843
 CU0843.The horizontal coordinates were scaled from a topographic map and have
 CU0843.an estimated accuracy of +/- 6 seconds.
 CU0843
 CU0843.The orthometric height was determined by differential leveling
 CU0843.and adjusted by the National Geodetic Survey in June 1991..
 CU0843
 CU0843.The geoid height was determined by GEOID03.
 CU0843
 CU0843.The dynamic height is computed by dividing the NAVD 88
 CU0843.geopotential number by the normal gravity value computed on the
 CU0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0843.degrees latitude (g = 980.6199 gals.).
 CU0843
 CU0843.The modeled gravity was interpolated from observed gravity values.
 CU0843
 CU0843;                    North         East    Units  Estimated Accuracy
 CU0843;SPC TXNC     - 2,129,010.      368,710.      MT  (+/- 180 meters Scaled)
 CU0843
 CU0843                          SUPERSEDED SURVEY CONTROL
 CU0843
 CU0843.No superseded survey control is available for this station.
 CU0843
 CU0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB155314(NAD 83)
 CU0843_MARKER: I = METAL ROD
 CU0843_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0843_SP_SET: STAINLESS STEEL ROD
 CU0843_STAMPING: Q 1461 1982
 CU0843_MARK LOGO: NGS   
 CU0843_PROJECTION: FLUSH
 CU0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0843_ROD/PIPE-DEPTH: 6.1  meters
 CU0843
 CU0843  HISTORY     - Date     Condition        Report By
 CU0843  HISTORY     - 1982     MONUMENTED       NGS
 CU0843
 CU0843                          STATION DESCRIPTION
 CU0843
 CU0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0843'15.5 KM (9.55 MI) NW FROM SNYDER.
 CU0843'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0843'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0843'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0843'NORTH ALONG FARM ROAD 1611, THENCE 1.7 KM (1.05 MI) NORTHWESTERLY
 CU0843'ALONG U.S. HIGHWAY 84, 0.1 KM (0.05 MI) SOUTH OF A HIGHWAY CROSSOVER,
 CU0843'22.7 METERS (74.5 FT) NORTHEAST OF THE NEAR RAIL, 21.0 METERS (68.9
 CU0843'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CU0843'HIGHWAY AND 1.4 METERS (4.6 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.
 CU0843'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0843'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 CU0843'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0483 ***********************************************************************
 DP0483  DESIGNATION -  Q 1462
 DP0483  PID         -  DP0483
 DP0483  STATE/COUNTY-  TX/GARZA
 DP0483  USGS QUAD   -  JUSTICEBURG (1969)
 DP0483
 DP0483                         *CURRENT SURVEY CONTROL
 DP0483  ___________________________________________________________________
 DP0483* NAD 83(1986)-  33 01 30.     (N)    101 11 00.     (W)     SCALED    
 DP0483* NAVD 88     -       692.250  (meters)    2271.16   (feet)  ADJUSTED  
 DP0483  ___________________________________________________________________
 DP0483  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DP0483  DYNAMIC HT  -         691.376 (meters)    2268.29  (feet)  COMP
 DP0483  MODELED GRAV-     979,352.8   (mgal)                       NAVD 88
 DP0483
 DP0483  VERT ORDER  -  FIRST     CLASS II
 DP0483
 DP0483.The horizontal coordinates were scaled from a topographic map and have
 DP0483.an estimated accuracy of +/- 6 seconds.
 DP0483
 DP0483.The orthometric height was determined by differential leveling
 DP0483.and adjusted by the National Geodetic Survey in June 1991..
 DP0483
 DP0483.The geoid height was determined by GEOID03.
 DP0483
 DP0483.The dynamic height is computed by dividing the NAVD 88
 DP0483.geopotential number by the normal gravity value computed on the
 DP0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0483.degrees latitude (g = 980.6199 gals.).
 DP0483
 DP0483.The modeled gravity was interpolated from observed gravity values.
 DP0483
 DP0483;                    North         East    Units  Estimated Accuracy
 DP0483;SPC TXNC     - 2,153,830.      349,360.      MT  (+/- 180 meters Scaled)
 DP0483
 DP0483                          SUPERSEDED SURVEY CONTROL
 DP0483
 DP0483.No superseded survey control is available for this station.
 DP0483
 DP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB960561(NAD 83)
 DP0483_MARKER: DB = BENCH MARK DISK
 DP0483_SETTING: 66 = SET IN ROCK OUTCROP
 DP0483_SP_SET: ROCK OUTCROP
 DP0483_STAMPING: Q 1462 1982
 DP0483_MARK LOGO: NGS   
 DP0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0483
 DP0483  HISTORY     - Date     Condition        Report By
 DP0483  HISTORY     - 1982     MONUMENTED       NGS
 DP0483
 DP0483                          STATION DESCRIPTION
 DP0483
 DP0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0483'26.6 KM (16.5 MI) SE FROM POST.
 DP0483'26.6 KM (16.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0483'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, IN THE CENTER
 DP0483'OF A 2 BY 18 FT EXPOSED AREA OF OUTCROPPING BEDROCK ON THE SOUTHERN
 DP0483'SLOPE OF A SMALL HILL, 0.5 KM (0.3 MI) SOUTHEAST OF THE JUNCTION OF A
 DP0483'GRAVELED ROAD LEADING NORTHEAST, 26.4 METERS (86.6 FT) SOUTH OF A
 DP0483'UTILITY POLE, 12.8 METERS (42.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 DP0483'NORTHWEST BOUND LANES OF THE HIGHWAY, 9.5 METERS (31.2 FT) SOUTHWEST
 DP0483'OF A FENCE AND 6.7 METERS (22.0 FT) NORTH-NORTHEAST OF THE NORTH END
 DP0483'OF A GUARD RAIL.
 DP0483'THE MARK IS 0.2 METERS  NNW FROM A WITNESS POST.
 DP0483'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0447 ***********************************************************************
 DP0447  DESIGNATION -  Q 1463
 DP0447  PID         -  DP0447
 DP0447  STATE/COUNTY-  TX/GARZA
 DP0447  USGS QUAD   -  SOUTH DOKEGOOD CREEK (1968)
 DP0447
 DP0447                         *CURRENT SURVEY CONTROL
 DP0447  ___________________________________________________________________
 DP0447* NAD 83(1986)-  33 16 44.     (N)    101 29 39.     (W)     SCALED    
 DP0447* NAVD 88     -       905.542  (meters)    2970.93   (feet)  ADJUSTED  
 DP0447  ___________________________________________________________________
 DP0447  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 DP0447  DYNAMIC HT  -         904.363 (meters)    2967.06  (feet)  COMP
 DP0447  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 DP0447
 DP0447  VERT ORDER  -  FIRST     CLASS II
 DP0447
 DP0447.The horizontal coordinates were scaled from a topographic map and have
 DP0447.an estimated accuracy of +/- 6 seconds.
 DP0447
 DP0447.The orthometric height was determined by differential leveling
 DP0447.and adjusted by the National Geodetic Survey in June 1991..
 DP0447
 DP0447.The geoid height was determined by GEOID03.
 DP0447
 DP0447.The dynamic height is computed by dividing the NAVD 88
 DP0447.geopotential number by the normal gravity value computed on the
 DP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0447.degrees latitude (g = 980.6199 gals.).
 DP0447
 DP0447.The modeled gravity was interpolated from observed gravity values.
 DP0447
 DP0447;                    North         East    Units  Estimated Accuracy
 DP0447;SPC TXNC     - 2,182,750.      321,140.      MT  (+/- 180 meters Scaled)
 DP0447
 DP0447                          SUPERSEDED SURVEY CONTROL
 DP0447
 DP0447.No superseded survey control is available for this station.
 DP0447
 DP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB677849(NAD 83)
 DP0447_MARKER: I = METAL ROD
 DP0447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0447_SP_SET: STAINLESS STEEL ROD
 DP0447_STAMPING: Q 1463 1982
 DP0447_MARK LOGO: NGS   
 DP0447_PROJECTION: FLUSH
 DP0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0447+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0447_ROD/PIPE-DEPTH: 4.9  meters
 DP0447
 DP0447  HISTORY     - Date     Condition        Report By
 DP0447  HISTORY     - 1982     MONUMENTED       NGS
 DP0447  HISTORY     - 19890630 GOOD             NGS
 DP0447
 DP0447                          STATION DESCRIPTION
 DP0447
 DP0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0447'15.3 KM (9.5 MI) NW FROM POST.
 DP0447'15.3 KM (9.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0447'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 1.2 KM (0.75
 DP0447'MI) NORTHWEST OF THE JUNCTION OF FARM ROAD 399, 16.0 METERS (52.5 FT)
 DP0447'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 DP0447'HIGHWAY AND 0.8 METER (2.6 FT) NORTHEAST OF A UTILITY POLE.
 DP0447'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0447'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0447'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0447
 DP0447                          STATION RECOVERY (1989)
 DP0447
 DP0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0447'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DP0447'CHANGE--FLUSH WITH THE GROUND, TO 0.16 M (0.5 FT) BELOW THE GROUND
 DP0447'SURFACE.  DELETE--0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1646 ***********************************************************************
 AY1646  DESIGNATION -  Q 1464
 AY1646  PID         -  AY1646
 AY1646  STATE/COUNTY-  TX/BEXAR
 AY1646  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1646
 AY1646                         *CURRENT SURVEY CONTROL
 AY1646  ___________________________________________________________________
 AY1646* NAD 83(1986)-  29 25 45.     (N)    098 34 06.     (W)     SCALED    
 AY1646* NAVD 88     -       215.569  (meters)     707.25   (feet)  ADJUSTED  
 AY1646  ___________________________________________________________________
 AY1646  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AY1646  DYNAMIC HT  -         215.255 (meters)     706.22  (feet)  COMP
 AY1646  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AY1646
 AY1646  VERT ORDER  -  FIRST     CLASS II
 AY1646
 AY1646.The horizontal coordinates were scaled from a topographic map and have
 AY1646.an estimated accuracy of +/- 6 seconds.
 AY1646
 AY1646.The orthometric height was determined by differential leveling
 AY1646.and adjusted by the National Geodetic Survey in June 1991..
 AY1646
 AY1646.The geoid height was determined by GEOID03.
 AY1646
 AY1646.The dynamic height is computed by dividing the NAVD 88
 AY1646.geopotential number by the normal gravity value computed on the
 AY1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1646.degrees latitude (g = 980.6199 gals.).
 AY1646
 AY1646.The modeled gravity was interpolated from observed gravity values.
 AY1646
 AY1646;                    North         East    Units  Estimated Accuracy
 AY1646;SPC TXSC     - 4,176,940.      641,880.      MT  (+/- 180 meters Scaled)
 AY1646
 AY1646                          SUPERSEDED SURVEY CONTROL
 AY1646
 AY1646.No superseded survey control is available for this station.
 AY1646
 AY1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT418556(NAD 83)
 AY1646_MARKER: I = METAL ROD
 AY1646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1646_SP_SET: STAINLESS STEEL ROD
 AY1646_STAMPING: Q 1464 1982
 AY1646_MARK LOGO: NGS   
 AY1646_PROJECTION: FLUSH
 AY1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1646_ROD/PIPE-DEPTH: 4.3  meters
 AY1646
 AY1646  HISTORY     - Date     Condition        Report By
 AY1646  HISTORY     - 1982     MONUMENTED       NGS
 AY1646  HISTORY     - 19950510 GOOD             USPSQD
 AY1646
 AY1646                          STATION DESCRIPTION
 AY1646
 AY1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1646'IN SAN ANTONIO.
 AY1646'IN SAN ANTONIO, AT THE WEST EDGE OF TOWN, AND AT THE JUNCTION OF
 AY1646'CASTROVILLE HIGHWAY (OLD HIGHWAY 90) AND SOUTHWEST 34TH STREET.  AT
 AY1646'THE EXTREME SOUTHEAST CORNER OF PROPERTY OF THE CAMINO VISTA MOTEL,
 AY1646'13.1 METERS (43.0 FT) NORTHWEST OF CENTERLINE OF SOUTHWEST BOUND LANE
 AY1646'OF HIGHWAY, 32.0 METERS (105.0 FT) SOUTHWEST OF STREET, 0.30 METERS
 AY1646'(1.0 FT) NORTHWEST OF A WIRE CYCLONE FENCE, 1.3 METERS (4.3 FT)
 AY1646'SOUTHWEST OF A WIRE CORNER FENCE POST, 33.2 METERS (109.0 FT)
 AY1646'NORTHEAST OF MOTEL ENTRANCE DRIVE, AND 10.1 METERS (33.0 FT) NORTHEAST
 AY1646'OF A POWERLINE POLE WITH STREET LIGHT ATTACHED.  NOTE, ROD DRIVEN TO
 AY1646'REFUSAL.
 AY1646'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AY1646'THE MARK IS 0.15 M ABOVE HIGHWAY.
 AY1646
 AY1646                          STATION RECOVERY (1995)
 AY1646
 AY1646'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1690 ***********************************************************************
 AY1690  DESIGNATION -  Q 1465
 AY1690  PID         -  AY1690
 AY1690  STATE/COUNTY-  TX/KENDALL
 AY1690  USGS QUAD   -  WARING (1982)
 AY1690
 AY1690                         *CURRENT SURVEY CONTROL
 AY1690  ___________________________________________________________________
 AY1690* NAD 83(1986)-  29 55 09.     (N)    098 51 05.     (W)     SCALED    
 AY1690* NAVD 88     -       506.102  (meters)    1660.44   (feet)  ADJUSTED  
 AY1690  ___________________________________________________________________
 AY1690  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AY1690  DYNAMIC HT  -         505.376 (meters)    1658.05  (feet)  COMP
 AY1690  MODELED GRAV-     979,190.5   (mgal)                       NAVD 88
 AY1690
 AY1690  VERT ORDER  -  FIRST     CLASS II
 AY1690
 AY1690.The horizontal coordinates were scaled from a topographic map and have
 AY1690.an estimated accuracy of +/- 6 seconds.
 AY1690
 AY1690.The orthometric height was determined by differential leveling
 AY1690.and adjusted by the National Geodetic Survey in June 1991..
 AY1690
 AY1690.The geoid height was determined by GEOID03.
 AY1690
 AY1690.The dynamic height is computed by dividing the NAVD 88
 AY1690.geopotential number by the normal gravity value computed on the
 AY1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1690.degrees latitude (g = 980.6199 gals.).
 AY1690
 AY1690.The modeled gravity was interpolated from observed gravity values.
 AY1690
 AY1690;                    North         East    Units  Estimated Accuracy
 AY1690;SPC TXSC     - 4,231,180.      614,350.      MT  (+/- 180 meters Scaled)
 AY1690
 AY1690                          SUPERSEDED SURVEY CONTROL
 AY1690
 AY1690.No superseded survey control is available for this station.
 AY1690
 AY1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU143098(NAD 83)
 AY1690_MARKER: I = METAL ROD
 AY1690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1690_SP_SET: STAINLESS STEEL ROD
 AY1690_STAMPING: Q 1465 1982
 AY1690_MARK LOGO: NGS   
 AY1690_PROJECTION: FLUSH
 AY1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1690_ROD/PIPE-DEPTH: 2.85 meters
 AY1690
 AY1690  HISTORY     - Date     Condition        Report By
 AY1690  HISTORY     - 1982     MONUMENTED       NGS
 AY1690  HISTORY     - 1990     GOOD             USPSQD
 AY1690  HISTORY     - 19940309 GOOD             USPSQD
 AY1690  HISTORY     - 20050521 GOOD             USPSQD
 AY1690
 AY1690                          STATION DESCRIPTION
 AY1690
 AY1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1690'8.9 KM (5.55 MI) SE FROM COMFORT.
 AY1690'2.7 KM (1.7 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1690'JUNCTION OF INTERSTATE HIGHWAY 10 AT THE NORTH EDGE OF COMFORT, THENCE
 AY1690'6.2 KM (3.85 MI) SOUTHEAST ALONG THE SOUTHWEST FRONTAGE ROAD, AT
 AY1690'JOSHUA ROAD LEADING SOUTH, 15.5 METERS (51.0 FT) SOUTH SOUTHEAST OF
 AY1690'THE CENTERLINE OF FRONTAGE ROAD, 10.2 METERS (33.5 FT) WEST SOUTHWEST
 AY1690'OF THE CENTER OF AN IRON PIPE CATTLE GUARD AND CENTER OF JOSHUA ROAD,
 AY1690'6.4 METERS (21.0 FT) WEST SOUTHWEST OF THE CENTER OF A METAL GATE, AND
 AY1690'0.21 METERS (0.7 FT) NORTH NORTHWEST OF A FENCE LINE.  NOTE, ROD WAS
 AY1690'DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 AY1690'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 AY1690'THE MARK IS 0.41 M BELOW FRONTAGE ROAD.
 AY1690
 AY1690                          STATION RECOVERY (1990)
 AY1690
 AY1690'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1690'RECOVERED IN GOOD CONDITION.
 AY1690
 AY1690                          STATION RECOVERY (1994)
 AY1690
 AY1690'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1690'RECOVERED IN GOOD CONDITION.
 AY1690
 AY1690                          STATION RECOVERY (2005)
 AY1690
 AY1690'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY1690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0516 ***********************************************************************
 BN0516  DESIGNATION -  Q 1466
 BN0516  PID         -  BN0516
 BN0516  STATE/COUNTY-  TX/GILLESPIE
 BN0516  USGS QUAD   -  CAIN CITY (1963)
 BN0516
 BN0516                         *CURRENT SURVEY CONTROL
 BN0516  ___________________________________________________________________
 BN0516* NAD 83(1986)-  30 11 54.     (N)    098 52 11.     (W)     SCALED    
 BN0516* NAVD 88     -       513.497  (meters)    1684.70   (feet)  ADJUSTED  
 BN0516  ___________________________________________________________________
 BN0516  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BN0516  DYNAMIC HT  -         512.777 (meters)    1682.34  (feet)  COMP
 BN0516  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 BN0516
 BN0516  VERT ORDER  -  FIRST     CLASS II
 BN0516
 BN0516.The horizontal coordinates were scaled from a topographic map and have
 BN0516.an estimated accuracy of +/- 6 seconds.
 BN0516
 BN0516.The orthometric height was determined by differential leveling
 BN0516.and adjusted by the National Geodetic Survey in June 1991..
 BN0516
 BN0516.The geoid height was determined by GEOID03.
 BN0516
 BN0516.The dynamic height is computed by dividing the NAVD 88
 BN0516.geopotential number by the normal gravity value computed on the
 BN0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0516.degrees latitude (g = 980.6199 gals.).
 BN0516
 BN0516.The modeled gravity was interpolated from observed gravity values.
 BN0516
 BN0516;                    North         East    Units  Estimated Accuracy
 BN0516;SPC TX C     - 3,059,870.      840,930.      MT  (+/- 180 meters Scaled)
 BN0516
 BN0516                          SUPERSEDED SURVEY CONTROL
 BN0516
 BN0516.No superseded survey control is available for this station.
 BN0516
 BN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU125407(NAD 83)
 BN0516_MARKER: I = METAL ROD
 BN0516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0516_SP_SET: STAINLESS STEEL ROD
 BN0516_STAMPING: Q 1466 1982
 BN0516_MARK LOGO: NGS   
 BN0516_PROJECTION: FLUSH
 BN0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0516+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0516_ROD/PIPE-DEPTH: 2.96 meters
 BN0516
 BN0516  HISTORY     - Date     Condition        Report By
 BN0516  HISTORY     - 1982     MONUMENTED       NGS
 BN0516  HISTORY     - 19930721 GOOD             USPSQD
 BN0516  HISTORY     - 19960309 GOOD             USPSQD
 BN0516  HISTORY     - 20040325 GOOD             USPSQD
 BN0516  HISTORY     - 20051102 GOOD             USPSQD
 BN0516
 BN0516                          STATION DESCRIPTION
 BN0516
 BN0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0516'8.6 KM (5.35 MI) SOUTH FROM FREDERICKSBURG.
 BN0516'8.6 KM (5.35 MI) SOUTH ALONG U.S. HIGHWAY 87 (WASHINGTON STREET) FROM
 BN0516'THE JUNCTION OF U.S. HIGHWAY 290 IN FREDERICKSBURG, AT A PAVED ROAD
 BN0516'LEADING EAST, 42.6 METERS (140.0 FT) WEST OF A SMALL CREEK BED,
 BN0516'24.3 METERS (80.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 87, 8.0 METERS
 BN0516'(29.0 FT) NORTH OF THE CENTER OF THE PAVED ROAD EAST, 8.8 METERS
 BN0516'(29.0 FT) EAST OF A LARGE WOODEN CORNER FENCE POST, 0.15 METERS
 BN0516'(0.5 FT) SOUTH OF A WOVEN FENCE WITH BARBED WIRE ON THE BOTTOM AND 2
 BN0516'BARBED WIRES ON TOP.  NOTE, ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT
 BN0516'THIS DEPTH.
 BN0516'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 BN0516'THE MARK IS 1.2 M BELOW HIGHWAY 87.
 BN0516
 BN0516                          STATION RECOVERY (1993)
 BN0516
 BN0516'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0516'RECOVERED IN GOOD CONDITION.
 BN0516
 BN0516                          STATION RECOVERY (1996)
 BN0516
 BN0516'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0516'RECOVERED IN GOOD CONDITION.
 BN0516
 BN0516                          STATION RECOVERY (2004)
 BN0516
 BN0516'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0516'RECOVERED IN GOOD CONDITION.
 BN0516
 BN0516                          STATION RECOVERY (2005)
 BN0516
 BN0516'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0544 ***********************************************************************
 BN0544  DESIGNATION -  Q 1467
 BN0544  PID         -  BN0544
 BN0544  STATE/COUNTY-  TX/MASON
 BN0544  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0544
 BN0544                         *CURRENT SURVEY CONTROL
 BN0544  ___________________________________________________________________
 BN0544* NAD 83(1986)-  30 31 49.     (N)    099 00 49.     (W)     SCALED    
 BN0544* NAVD 88     -       509.427  (meters)    1671.35   (feet)  ADJUSTED  
 BN0544  ___________________________________________________________________
 BN0544  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BN0544  DYNAMIC HT  -         508.727 (meters)    1669.05  (feet)  COMP
 BN0544  MODELED GRAV-     979,250.9   (mgal)                       NAVD 88
 BN0544
 BN0544  VERT ORDER  -  FIRST     CLASS II
 BN0544
 BN0544.The horizontal coordinates were scaled from a topographic map and have
 BN0544.an estimated accuracy of +/- 6 seconds.
 BN0544
 BN0544.The orthometric height was determined by differential leveling
 BN0544.and adjusted by the National Geodetic Survey in June 1991..
 BN0544
 BN0544.The geoid height was determined by GEOID03.
 BN0544
 BN0544.The dynamic height is computed by dividing the NAVD 88
 BN0544.geopotential number by the normal gravity value computed on the
 BN0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0544.degrees latitude (g = 980.6199 gals.).
 BN0544
 BN0544.The modeled gravity was interpolated from observed gravity values.
 BN0544
 BN0544;                    North         East    Units  Estimated Accuracy
 BN0544;SPC TX C     - 3,096,490.      826,640.      MT  (+/- 180 meters Scaled)
 BN0544
 BN0544                          SUPERSEDED SURVEY CONTROL
 BN0544
 BN0544.No superseded survey control is available for this station.
 BN0544
 BN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU986775(NAD 83)
 BN0544_MARKER: I = METAL ROD
 BN0544_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0544+WITH SETTING: INFORMATION.
 BN0544_SP_SET: SHALLOW SET METAL ROD
 BN0544_STAMPING: Q 1467 1982
 BN0544_MARK LOGO: NGS   
 BN0544_PROJECTION: FLUSH
 BN0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0544+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0544_ROD/PIPE-DEPTH: 1.0  meters
 BN0544
 BN0544  HISTORY     - Date     Condition        Report By
 BN0544  HISTORY     - 1982     MONUMENTED       NGS
 BN0544  HISTORY     - 19960212 GOOD             USPSQD
 BN0544  HISTORY     - 20030120 GOOD             USPSQD
 BN0544  HISTORY     - 20051123 GOOD             USPSQD
 BN0544
 BN0544                          STATION DESCRIPTION
 BN0544
 BN0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0544'4.2 KM (2.6 MI) SOUTH FROM LOYAL VALLEY.
 BN0544'4.2 KM (2.6 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF THE
 BN0544'SOUTH RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY,
 BN0544'24.6 METERS (81.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 BN0544'6.0 METERS (20.0 FT) NORTH OF THE CENTER OF A PRIVATE ROAD LEADING
 BN0544'WEST, 6.0 METERS (20.0 FT) NORTH OF THE CENTER OF A STEEL GATE, AND
 BN0544'0.3 METER (1.0 FT) EAST OF A RIGHT-OF-WAY FENCE, NOTE, ROD DRIVEN TO
 BN0544'REFUSAL.
 BN0544'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BN0544
 BN0544                          STATION RECOVERY (1996)
 BN0544
 BN0544'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0544'RECOVERED IN GOOD CONDITION.
 BN0544
 BN0544                          STATION RECOVERY (2003)
 BN0544
 BN0544'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0544'RECOVERED IN GOOD CONDITION.
 BN0544
 BN0544                          STATION RECOVERY (2005)
 BN0544
 BN0544'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0544'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0423 ***********************************************************************
 DP0423  DESIGNATION -  Q 1468
 DP0423  PID         -  DP0423
 DP0423  STATE/COUNTY-  TX/LUBBOCK
 DP0423  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0423
 DP0423                         *CURRENT SURVEY CONTROL
 DP0423  ___________________________________________________________________
 DP0423* NAD 83(1986)-  33 32 43.     (N)    101 48 02.     (W)     SCALED    
 DP0423* NAVD 88     -       962.869  (meters)    3159.01   (feet)  ADJUSTED  
 DP0423  ___________________________________________________________________
 DP0423  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0423  DYNAMIC HT  -         961.626 (meters)    3154.93  (feet)  COMP
 DP0423  MODELED GRAV-     979,313.5   (mgal)                       NAVD 88
 DP0423
 DP0423  VERT ORDER  -  FIRST     CLASS II
 DP0423
 DP0423.The horizontal coordinates were scaled from a topographic map and have
 DP0423.an estimated accuracy of +/- 6 seconds.
 DP0423
 DP0423.The orthometric height was determined by differential leveling
 DP0423.and adjusted by the National Geodetic Survey in June 1991..
 DP0423
 DP0423.The geoid height was determined by GEOID03.
 DP0423
 DP0423.The dynamic height is computed by dividing the NAVD 88
 DP0423.geopotential number by the normal gravity value computed on the
 DP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0423.degrees latitude (g = 980.6199 gals.).
 DP0423
 DP0423.The modeled gravity was interpolated from observed gravity values.
 DP0423
 DP0423;                    North         East    Units  Estimated Accuracy
 DP0423;SPC TXNC     - 2,213,140.      293,540.      MT  (+/- 180 meters Scaled)
 DP0423
 DP0423                          SUPERSEDED SURVEY CONTROL
 DP0423
 DP0423.No superseded survey control is available for this station.
 DP0423
 DP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC399152(NAD 83)
 DP0423_MARKER: I = METAL ROD
 DP0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0423_SP_SET: STAINLESS STEEL ROD
 DP0423_STAMPING: Q 1468 1982
 DP0423_MARK LOGO: NGS   
 DP0423_PROJECTION: RECESSED 2 CENTIMETERS
 DP0423_MAGNETIC: I = MARKER IS A STEEL ROD
 DP0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0423+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1996
 DP0423_ROD/PIPE-DEPTH: 5.5  meters
 DP0423
 DP0423  HISTORY     - Date     Condition        Report By
 DP0423  HISTORY     - 1982     MONUMENTED       NGS
 DP0423  HISTORY     - 19961004 GOOD             NGS
 DP0423
 DP0423                          STATION DESCRIPTION
 DP0423
 DP0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0423'5.9 KM (3.65 MI) SE FROM LUBBOCK.
 DP0423'5.9 KM (3.65 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0423'RAILROAD STATION IN LUBBOCK, 0.6 KM (0.35 MI) SOUTHEAST OF THE
 DP0423'JUNCTION OF FARM ROAD 835 (50TH STREET), 14.9 METERS (48.9 FT)
 DP0423'SOUTHWEST OF THE NEAR RAIL, 11.8 METERS (38.7 FT) NORTHEAST OF THE
 DP0423'CENTERLINE OF SPUR 331 AND 0.8 METER (2.6 FT) SOUTHEAST OF A UTILITY
 DP0423'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0423'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0423'THE MARK IS 0.6 M BELOW THE ROAD.
 DP0423
 DP0423                          STATION RECOVERY (1996)
 DP0423
 DP0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 DP0423'7.0 KM (4.35 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84 FROM THE
 DP0423'JUNCTION OF INTERSTATE HIGHWAY 27 IN LUBBOCK, THENCE 3.8 KM (2.35 MI)
 DP0423'NORTHWESTERLY ALONG STATE HIGHWAY 331, 14.9 M (48.9 FT) SOUTHWEST OF
 DP0423'THE NEAR RAIL OF THE SANTA FE RAILROAD, 11.9 M (39.0 FT) NORTHEAST OF
 DP0423'THE HIGHWAY CENTERLINE, 1.5 BELOW THE LEVEL OF THE TRACK, 0.8 M (2.6
 DP0423'FT) SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 DP0423'POST, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST. NOTE--ACCESS TO
 DP0423'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0663 ***********************************************************************
 DQ0663  DESIGNATION -  Q 1469
 DQ0663  PID         -  DQ0663
 DQ0663  STATE/COUNTY-  TX/LAMB
 DQ0663  USGS QUAD   -  ANTON (1985)
 DQ0663
 DQ0663                         *CURRENT SURVEY CONTROL
 DQ0663  ___________________________________________________________________
 DQ0663* NAD 83(1986)-  33 49 34.     (N)    102 11 26.     (W)     SCALED    
 DQ0663* NAVD 88     -      1035.645  (meters)    3397.78   (feet)  ADJUSTED  
 DQ0663  ___________________________________________________________________
 DQ0663  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 DQ0663  DYNAMIC HT  -        1034.307 (meters)    3393.39  (feet)  COMP
 DQ0663  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 DQ0663
 DQ0663  VERT ORDER  -  FIRST     CLASS II
 DQ0663
 DQ0663.The horizontal coordinates were scaled from a topographic map and have
 DQ0663.an estimated accuracy of +/- 6 seconds.
 DQ0663
 DQ0663.The orthometric height was determined by differential leveling
 DQ0663.and adjusted by the National Geodetic Survey in June 1991..
 DQ0663
 DQ0663.The geoid height was determined by GEOID03.
 DQ0663
 DQ0663.The dynamic height is computed by dividing the NAVD 88
 DQ0663.geopotential number by the normal gravity value computed on the
 DQ0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0663.degrees latitude (g = 980.6199 gals.).
 DQ0663
 DQ0663.The modeled gravity was interpolated from observed gravity values.
 DQ0663
 DQ0663;                    North         East    Units  Estimated Accuracy
 DQ0663;SPC TXNC     - 2,245,470.      258,440.      MT  (+/- 180 meters Scaled)
 DQ0663
 DQ0663                          SUPERSEDED SURVEY CONTROL
 DQ0663
 DQ0663.No superseded survey control is available for this station.
 DQ0663
 DQ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT600464(NAD 83)
 DQ0663_MARKER: I = METAL ROD
 DQ0663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0663_SP_SET: STAINLESS STEEL ROD
 DQ0663_STAMPING: Q 1469 1982
 DQ0663_MARK LOGO: NGS   
 DQ0663_PROJECTION: FLUSH
 DQ0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0663_ROD/PIPE-DEPTH: 3.7  meters
 DQ0663
 DQ0663  HISTORY     - Date     Condition        Report By
 DQ0663  HISTORY     - 1982     MONUMENTED       NGS
 DQ0663
 DQ0663                          STATION DESCRIPTION
 DQ0663
 DQ0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0663'15.9 KM (9.9 MI) SE FROM LITTLEFIELD.
 DQ0663'15.9 KM (9.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0663'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 45.1 METERS (148.0 FT)
 DQ0663'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DQ0663'HIGHWAY, 12.2 METERS (40.0 FT) NORTHEAST OF THE NEAR RAIL OF THE SANTA
 DQ0663'FE RAILROAD, 9.5 METERS (31.2 FT) WEST OF THE CENTER OF A GRAVELED
 DQ0663'ROAD LEADING NORTH AND 1.8 METERS (5.9 FT) SOUTHEAST OF UTILITY POLE
 DQ0663'NUMBER 23K.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DQ0663'CAP.
 DQ0663'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DQ0663'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0094 ***********************************************************************
 BY0094  DESIGNATION -  Q 147
 BY0094  PID         -  BY0094
 BY0094  STATE/COUNTY-  TX/SHELBY
 BY0094  USGS QUAD   -  TIMPSON (1984)
 BY0094
 BY0094                         *CURRENT SURVEY CONTROL
 BY0094  ___________________________________________________________________
 BY0094* NAD 83(1986)-  31 55 01.     (N)    094 28 10.     (W)     SCALED    
 BY0094* NAVD 88     -       112.393  (meters)     368.74   (feet)  ADJUSTED  
 BY0094  ___________________________________________________________________
 BY0094  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY0094  DYNAMIC HT  -         112.258 (meters)     368.30  (feet)  COMP
 BY0094  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 BY0094
 BY0094  VERT ORDER  -  SECOND    CLASS 0
 BY0094
 BY0094.The horizontal coordinates were scaled from a topographic map and have
 BY0094.an estimated accuracy of +/- 6 seconds.
 BY0094
 BY0094.The orthometric height was determined by differential leveling
 BY0094.and adjusted by the National Geodetic Survey in June 1991..
 BY0094
 BY0094.The geoid height was determined by GEOID03.
 BY0094
 BY0094.The dynamic height is computed by dividing the NAVD 88
 BY0094.geopotential number by the normal gravity value computed on the
 BY0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0094.degrees latitude (g = 980.6199 gals.).
 BY0094
 BY0094.The modeled gravity was interpolated from observed gravity values.
 BY0094
 BY0094;                    North         East    Units  Estimated Accuracy
 BY0094;SPC TX C     - 3,264,080.    1,254,340.      MT  (+/- 180 meters Scaled)
 BY0094
 BY0094                          SUPERSEDED SURVEY CONTROL
 BY0094
 BY0094  NGVD 29 (??/??/92)  112.400  (m)          368.77   (f) ADJ UNCH    2 0
 BY0094
 BY0094.Superseded values are not recommended for survey control.
 BY0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0094.See file dsdata.txt to determine how the superseded data were derived.
 BY0094
 BY0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR610321(NAD 83)
 BY0094_MARKER: DB = BENCH MARK DISK
 BY0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0094_SP_SET: CULVERT
 BY0094_STAMPING: Q 147 1938
 BY0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0094
 BY0094  HISTORY     - Date     Condition        Report By
 BY0094  HISTORY     - 1938     MONUMENTED       CGS
 BY0094  HISTORY     - 1943     GOOD             NGS
 BY0094
 BY0094                          STATION DESCRIPTION
 BY0094
 BY0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BY0094'4.8 MI NW FROM TIMPSON.
 BY0094'4.8 MILES NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE TEXAS AND NEW
 BY0094'ORLEANS RAILROAD STATION AT TIMPSON, SHELBY COUNTY, 275 FEET EAST OF
 BY0094'THE DRIVE TO THE AMOS MAY FARMHOUSE, AT A 30-INCH CORRUGATED-METAL
 BY0094'PIPE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 BY0094'HEADWALL, 15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 BY0094'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Q 147 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0095 ***********************************************************************
 BY0095  DESIGNATION -  Q 147 RESET 1973
 BY0095  PID         -  BY0095
 BY0095  STATE/COUNTY-  TX/SHELBY
 BY0095  USGS QUAD   -  TIMPSON (1984)
 BY0095
 BY0095                         *CURRENT SURVEY CONTROL
 BY0095  ___________________________________________________________________
 BY0095* NAD 83(1986)-  31 55 01.     (N)    094 28 09.     (W)     SCALED    
 BY0095* NAVD 88     -       113.41   (+/-2cm)     372.1    (feet)  VERTCON   
 BY0095  ___________________________________________________________________
 BY0095  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY0095
 BY0095  VERT ORDER  -  THIRD (See Below)
 BY0095
 BY0095.The horizontal coordinates were scaled from a topographic map and have
 BY0095.an estimated accuracy of +/- 6 seconds.
 BY0095
 BY0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0095.The vertical order pertains to the NGVD 29 superseded value.
 BY0095
 BY0095.The geoid height was determined by GEOID03.
 BY0095
 BY0095;                    North         East    Units  Estimated Accuracy
 BY0095;SPC TX C     - 3,264,080.    1,254,370.      MT  (+/- 180 meters Scaled)
 BY0095
 BY0095                          SUPERSEDED SURVEY CONTROL
 BY0095
 BY0095  NGVD 29 (01/29/03)  113.42   (m)          372.1    (f) RESET       3  
 BY0095
 BY0095.Superseded values are not recommended for survey control.
 BY0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0095.See file dsdata.txt to determine how the superseded data were derived.
 BY0095
 BY0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR610321(NAD 83)
 BY0095_MARKER: DB = BENCH MARK DISK
 BY0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0095_STAMPING: W 147 RESET 1973
 BY0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0095+STABILITY: SURFACE MOTION
 BY0095
 BY0095  HISTORY     - Date     Condition        Report By
 BY0095  HISTORY     - 1973     MONUMENTED       NGS
 BY0095
 BY0095                          STATION DESCRIPTION
 BY0095
 BY0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BY0095'3.5 MI WNW FROM TIMPSON.
 BY0095'FROM THE INTERSECTION OF U.S. HIGHWAYS 59 AND 84, WHICH IS LOCATED ON
 BY0095'THE WEST EDGE OF TIMPSON.  GO WEST-NORTHWESTERLY ON U.S. HWY. 84 FOR
 BY0095'1.2 MILES TO THE JUNCTION OF FARM ROAD 1970 ON THE RIGHT, CONTINUE
 BY0095'WESTERLY ON U.S. HWY. 84 FOR 2.55 MILES TO MARK ON THE LEFT, ON SOUTH
 BY0095'EDGE OF ROAD RIGHT-OF-WAY.  STANDARD BENCH MARK DISK, CEMENTED IN THE
 BY0095'TOP OF A 3-INCH IRON PIPE, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED
 BY0095'Q 147 RESET 1973.  IT IS 100 FEET EAST OF STATE HIGHWAY SURVEY STATION
 BY0095'662, 1-FOOT NORTH OF THE SOUTH EDGE OF THE SOUTH RIGHT-OF-WAY OF
 BY0095'HIGHWAY AND 1-FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0539 ***********************************************************************
 EO0539  DESIGNATION -  Q 1470
 EO0539  PID         -  EO0539
 EO0539  STATE/COUNTY-  TX/BAILEY
 EO0539  USGS QUAD   -  MULESHOE (1980)
 EO0539
 EO0539                         *CURRENT SURVEY CONTROL
 EO0539  ___________________________________________________________________
 EO0539* NAD 83(1986)-  34 14 03.     (N)    102 42 55.     (W)     SCALED    
 EO0539* NAVD 88     -      1154.647  (meters)    3788.20   (feet)  ADJUSTED  
 EO0539  ___________________________________________________________________
 EO0539  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 EO0539  DYNAMIC HT  -        1153.156 (meters)    3783.31  (feet)  COMP
 EO0539  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 EO0539
 EO0539  VERT ORDER  -  FIRST     CLASS II
 EO0539
 EO0539.The horizontal coordinates were scaled from a topographic map and have
 EO0539.an estimated accuracy of +/- 6 seconds.
 EO0539
 EO0539.The orthometric height was determined by differential leveling
 EO0539.and adjusted by the National Geodetic Survey in June 1991..
 EO0539
 EO0539.The geoid height was determined by GEOID03.
 EO0539
 EO0539.The dynamic height is computed by dividing the NAVD 88
 EO0539.geopotential number by the normal gravity value computed on the
 EO0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0539.degrees latitude (g = 980.6199 gals.).
 EO0539
 EO0539.The modeled gravity was interpolated from observed gravity values.
 EO0539
 EO0539;                    North         East    Units  Estimated Accuracy
 EO0539;SPC TXNC     - 2,292,520.      211,720.      MT  (+/- 180 meters Scaled)
 EO0539
 EO0539                          SUPERSEDED SURVEY CONTROL
 EO0539
 EO0539.No superseded survey control is available for this station.
 EO0539
 EO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT104904(NAD 83)
 EO0539_MARKER: I = METAL ROD
 EO0539_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0539_SP_SET: STAINLESS STEEL ROD
 EO0539_STAMPING: Q 1470 1982
 EO0539_MARK LOGO: NGS   
 EO0539_PROJECTION: FLUSH
 EO0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0539_ROD/PIPE-DEPTH: 3.7  meters
 EO0539
 EO0539  HISTORY     - Date     Condition        Report By
 EO0539  HISTORY     - 1982     MONUMENTED       NGS
 EO0539
 EO0539                          STATION DESCRIPTION
 EO0539
 EO0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0539'1.1 KM (0.7 MI) NE FROM MULESHOE.
 EO0539'1.1 KM (0.7 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EO0539'WITH U.S. HIGHWAY 84 (AMERICAN BOULEVARD) IN MULESHOE, 16.2 METERS
 EO0539'(53.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS
 EO0539'(44.9 FT) EAST-NORTHEAST OF THE CENTER OF A ROAD LEADING SOUTHEAST TO
 EO0539'WARREN AIRFIELD AND 1.2 METERS (3.9 FT) NORTHEAST OF A UTILITY POLE.
 EO0539'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0539'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 EO0539'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0548 ***********************************************************************
 EO0548  DESIGNATION -  Q 1471
 EO0548  PID         -  EO0548
 EO0548  STATE/COUNTY-  TX/LAMB
 EO0548  USGS QUAD   -  SUDAN (1981)
 EO0548
 EO0548                         *CURRENT SURVEY CONTROL
 EO0548  ___________________________________________________________________
 EO0548* NAD 83(1986)-  34 06 33.     (N)    102 34 48.     (W)     SCALED    
 EO0548* NAVD 88     -      1165.144  (meters)    3822.64   (feet)  ADJUSTED  
 EO0548  ___________________________________________________________________
 EO0548  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 EO0548  DYNAMIC HT  -        1163.629 (meters)    3817.67  (feet)  COMP
 EO0548  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 EO0548
 EO0548  VERT ORDER  -  FIRST     CLASS II
 EO0548
 EO0548.The horizontal coordinates were scaled from a topographic map and have
 EO0548.an estimated accuracy of +/- 6 seconds.
 EO0548
 EO0548.The orthometric height was determined by differential leveling
 EO0548.and adjusted by the National Geodetic Survey in June 1991..
 EO0548
 EO0548.The geoid height was determined by GEOID03.
 EO0548
 EO0548.The dynamic height is computed by dividing the NAVD 88
 EO0548.geopotential number by the normal gravity value computed on the
 EO0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0548.degrees latitude (g = 980.6199 gals.).
 EO0548
 EO0548.The modeled gravity was interpolated from observed gravity values.
 EO0548
 EO0548;                    North         East    Units  Estimated Accuracy
 EO0548;SPC TXNC     - 2,278,180.      223,630.      MT  (+/- 180 meters Scaled)
 EO0548
 EO0548                          SUPERSEDED SURVEY CONTROL
 EO0548
 EO0548.No superseded survey control is available for this station.
 EO0548
 EO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT232769(NAD 83)
 EO0548_MARKER: I = METAL ROD
 EO0548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0548_SP_SET: STAINLESS STEEL ROD
 EO0548_STAMPING: Q 1471 1982
 EO0548_MARK LOGO: NGS   
 EO0548_PROJECTION: FLUSH
 EO0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0548_ROD/PIPE-DEPTH: 7.3  meters
 EO0548
 EO0548  HISTORY     - Date     Condition        Report By
 EO0548  HISTORY     - 1982     MONUMENTED       NGS
 EO0548
 EO0548                          STATION DESCRIPTION
 EO0548
 EO0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0548'18.5 KM (11.5 MI) SE FROM MULESHOE.
 EO0548'18.5 KM (11.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0548'JUNCTION WITH U.S. HIGHWAY 70 IN MULESHOE, 0.2 KM (0.1 MI) SOUTHEAST
 EO0548'OF A FIELD ENTRANCE, 16.4 METERS (53.8 FT) SOUTHWEST OF THE CENTERLINE
 EO0548'OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 1.0 METER (3.3 FT)
 EO0548'SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 EO0548'THROUGH A 5-INCH LOGO CAP.
 EO0548'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0548'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4847 ***********************************************************************
 AW4847  DESIGNATION -  Q 1472
 AW4847  PID         -  AW4847
 AW4847  STATE/COUNTY-  TX/GALVESTON
 AW4847  USGS QUAD   -  LEAGUE CITY (1995)
 AW4847
 AW4847                         *CURRENT SURVEY CONTROL
 AW4847  ___________________________________________________________________
 AW4847* NAD 83(1986)-  29 30 24.     (N)    095 05 20.     (W)     SCALED    
 AW4847* NAVD 88     -         5.931  (meters)      19.46   (feet)  ADJUSTED  
 AW4847  ___________________________________________________________________
 AW4847  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW4847  DYNAMIC HT  -           5.923 (meters)      19.43  (feet)  COMP
 AW4847  MODELED GRAV-     979,270.8   (mgal)                       NAVD 88
 AW4847
 AW4847  VERT ORDER  -  FIRST     CLASS II
 AW4847
 AW4847.The horizontal coordinates were scaled from a topographic map and have
 AW4847.an estimated accuracy of +/- 6 seconds.
 AW4847
 AW4847.The orthometric height was determined by differential leveling
 AW4847.and adjusted by the National Geodetic Survey in March 1997..
 AW4847
 AW4847.The geoid height was determined by GEOID03.
 AW4847
 AW4847.The dynamic height is computed by dividing the NAVD 88
 AW4847.geopotential number by the normal gravity value computed on the
 AW4847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4847.degrees latitude (g = 980.6199 gals.).
 AW4847
 AW4847.The modeled gravity was interpolated from observed gravity values.
 AW4847
 AW4847;                    North         East    Units  Estimated Accuracy
 AW4847;SPC TXSC     - 4,191,790.      979,100.      MT  (+/- 180 meters Scaled)
 AW4847
 AW4847                          SUPERSEDED SURVEY CONTROL
 AW4847
 AW4847  NAVD 88 (06/15/91)    5.970  (m)           19.59   (f) UNKNOWN     1 2
 AW4847  NGVD 29 (12/23/87)    5.966  (m)           19.57   (f) ADJUSTED    1 2
 AW4847
 AW4847.Superseded values are not recommended for survey control.
 AW4847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4847.See file dsdata.txt to determine how the superseded data were derived.
 AW4847
 AW4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN975659(NAD 83)
 AW4847_MARKER: I = METAL ROD
 AW4847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4847_SP_SET: STAINLESS STEEL ROD
 AW4847_STAMPING: Q 1472 1983
 AW4847_MARK LOGO: NGS   
 AW4847_PROJECTION: FLUSH
 AW4847_MAGNETIC: I = MARKER IS A STEEL ROD
 AW4847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4847+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW4847_ROD/PIPE-DEPTH: 8.5  meters
 AW4847
 AW4847  HISTORY     - Date     Condition        Report By
 AW4847  HISTORY     - 1983     MONUMENTED       NGS
 AW4847  HISTORY     - 1987     GOOD             USPSQD
 AW4847  HISTORY     - 1987     GOOD             NGS
 AW4847  HISTORY     - 19940917 GOOD             USPSQD
 AW4847  HISTORY     - 19950617 GOOD             USPSQD
 AW4847  HISTORY     - 19961203 GOOD             NGS
 AW4847  HISTORY     - 20031104 GOOD             USPSQD
 AW4847  HISTORY     - 20050629 GOOD             USPSQD
 AW4847
 AW4847                          STATION DESCRIPTION
 AW4847
 AW4847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4847'IN LEAGUE CITY.
 AW4847'IN LEAGUE CITY, 0.5 KM (0.3 MI) SOUTHEAST ALONG THE GALVESTON HOUSTON
 AW4847'AND HENDERSON RAILROAD FROM THE CROSSING OF STATE ROUTE 518, AT A ROAD
 AW4847'CROSSING AND AT THE NORTH CORNER OF A GAS LINE VALVE STATION
 AW4847'SURROUNDED BY A SECURITY FENCE, 10.0 METERS (32.8 FT) SOUTHWEST OF THE
 AW4847'SOUTHWEST RAIL, 63.4 METERS (208.0 FT) SOUTHEAST OF THE CENTER OF AN
 AW4847'ASPHALT ROAD, 0.3 METER (1.0 FT) SOUTHEAST OF A CORNER FENCE POST, AND
 AW4847'0.3 METER (1.0 FT) NORTHEAST OF A SECURITY FENCE.
 AW4847'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 AW4847'THE MARK IS 0.31 M BELOW RAILROAD.
 AW4847
 AW4847                          STATION RECOVERY (1987)
 AW4847
 AW4847'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4847'RECOVERED IN GOOD CONDITION.
 AW4847
 AW4847                          STATION RECOVERY (1987)
 AW4847
 AW4847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4847'RECOVERED IN GOOD CONDITION.
 AW4847
 AW4847                          STATION RECOVERY (1994)
 AW4847
 AW4847'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4847'RECOVERED IN GOOD CONDITION.
 AW4847
 AW4847                          STATION RECOVERY (1995)
 AW4847
 AW4847'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4847'RECOVERED IN GOOD CONDITION.
 AW4847
 AW4847                          STATION RECOVERY (1996)
 AW4847
 AW4847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW4847'IN LEAGUE CITY, AT THE INTERSECTION OF DICKINSON AVENUE AND WALKER
 AW4847'STREET, 64.0 M (210.0 FT) SOUTHEAST OF THE STREET CENTER, 32.9 M
 AW4847'(107.9 FT) SOUTHWEST OF THE AVENUE CENTER, 9.9 M (32.5 FT) SOUTHWEST
 AW4847'OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 0.4 M (1.3 FT)
 AW4847'EAST OF THE NORTH CORNER OF A CHAIN-LINK FENCE ENCLOSING A GAS
 AW4847'PIPELINE VALVE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.4 M
 AW4847'(1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AW4847'THROUGH A 5-INCH LOGO CAP.
 AW4847
 AW4847                          STATION RECOVERY (2003)
 AW4847
 AW4847'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW4847'RECOVERED IN GOOD CONDITION.
 AW4847
 AW4847                          STATION RECOVERY (2005)
 AW4847
 AW4847'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW4847'GO TO N29 30 23.4  W095 05 19.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0925 ***********************************************************************
 CA0925  DESIGNATION -  Q 1473
 CA0925  PID         -  CA0925
 CA0925  STATE/COUNTY-  TX/MILLS
 CA0925  USGS QUAD   -  DEMOCRAT (1979)
 CA0925
 CA0925                         *CURRENT SURVEY CONTROL
 CA0925  ___________________________________________________________________
 CA0925* NAD 83(1986)-  31 37 51.     (N)    098 43 48.     (W)     SCALED    
 CA0925* NAVD 88     -       459.265  (meters)    1506.77   (feet)  ADJUSTED  
 CA0925  ___________________________________________________________________
 CA0925  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CA0925  DYNAMIC HT  -         458.667 (meters)    1504.81  (feet)  COMP
 CA0925  MODELED GRAV-     979,323.2   (mgal)                       NAVD 88
 CA0925
 CA0925  VERT ORDER  -  FIRST     CLASS II
 CA0925
 CA0925.The horizontal coordinates were scaled from a topographic map and have
 CA0925.an estimated accuracy of +/- 6 seconds.
 CA0925
 CA0925.The orthometric height was determined by differential leveling
 CA0925.and adjusted by the National Geodetic Survey in June 1991..
 CA0925
 CA0925.The geoid height was determined by GEOID03.
 CA0925
 CA0925.The dynamic height is computed by dividing the NAVD 88
 CA0925.geopotential number by the normal gravity value computed on the
 CA0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0925.degrees latitude (g = 980.6199 gals.).
 CA0925
 CA0925.The modeled gravity was interpolated from observed gravity values.
 CA0925
 CA0925;                    North         East    Units  Estimated Accuracy
 CA0925;SPC TX C     - 3,218,840.      852,090.      MT  (+/- 180 meters Scaled)
 CA0925
 CA0925                          SUPERSEDED SURVEY CONTROL
 CA0925
 CA0925.No superseded survey control is available for this station.
 CA0925
 CA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV256995(NAD 83)
 CA0925_MARKER: I = METAL ROD
 CA0925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0925_SP_SET: STAINLESS STEEL ROD
 CA0925_STAMPING: Q 1473 1983
 CA0925_MARK LOGO: NGS   
 CA0925_PROJECTION: FLUSH
 CA0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0925_ROD/PIPE-DEPTH: 3.7  meters
 CA0925
 CA0925  HISTORY     - Date     Condition        Report By
 CA0925  HISTORY     - 1983     MONUMENTED       NGS
 CA0925
 CA0925                          STATION DESCRIPTION
 CA0925
 CA0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0925'24.2 KM (15.05 MI) SE FROM EARLY.
 CA0925'24.2 KM (15.05 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS
 CA0925'JUNCTION WITH U.S. HIGHWAY 67 AND 377 IN EARLY, 19.4 METERS (63.6 FT)
 CA0925'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1.0 METER (3.3 FT)
 CA0925'NORTHEAST OF A UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT IS
 CA0925'THROUGH A 5-INCH LOGO CAP.
 CA0925'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0925'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0949 ***********************************************************************
 CA0949  DESIGNATION -  Q 1474
 CA0949  PID         -  CA0949
 CA0949  STATE/COUNTY-  TX/LAMPASAS
 CA0949  USGS QUAD   -  OGLES (1959)
 CA0949
 CA0949                         *CURRENT SURVEY CONTROL
 CA0949  ___________________________________________________________________
 CA0949* NAD 83(1986)-  31 10 18.     (N)    098 20 46.     (W)     SCALED    
 CA0949* NAVD 88     -       441.787  (meters)    1449.43   (feet)  ADJUSTED  
 CA0949  ___________________________________________________________________
 CA0949  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CA0949  DYNAMIC HT  -         441.192 (meters)    1447.48  (feet)  COMP
 CA0949  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 CA0949
 CA0949  VERT ORDER  -  FIRST     CLASS II
 CA0949
 CA0949.The horizontal coordinates were scaled from a topographic map and have
 CA0949.an estimated accuracy of +/- 6 seconds.
 CA0949
 CA0949.The orthometric height was determined by differential leveling
 CA0949.and adjusted by the National Geodetic Survey in June 1991..
 CA0949
 CA0949.The geoid height was determined by GEOID03.
 CA0949
 CA0949.The dynamic height is computed by dividing the NAVD 88
 CA0949.geopotential number by the normal gravity value computed on the
 CA0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0949.degrees latitude (g = 980.6199 gals.).
 CA0949
 CA0949.The modeled gravity was interpolated from observed gravity values.
 CA0949
 CA0949;                    North         East    Units  Estimated Accuracy
 CA0949;SPC TX C     - 3,168,530.      889,420.      MT  (+/- 180 meters Scaled)
 CA0949
 CA0949                          SUPERSEDED SURVEY CONTROL
 CA0949
 CA0949.No superseded survey control is available for this station.
 CA0949
 CA0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV623488(NAD 83)
 CA0949_MARKER: I = METAL ROD
 CA0949_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0949+WITH SETTING: INFORMATION.
 CA0949_SP_SET: SHALLOW SET METAL ROD
 CA0949_STAMPING: Q 1474 1983
 CA0949_MARK LOGO: NGS   
 CA0949_PROJECTION: FLUSH
 CA0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0949_ROD/PIPE-DEPTH: 1.8  meters
 CA0949
 CA0949  HISTORY     - Date     Condition        Report By
 CA0949  HISTORY     - 1983     MONUMENTED       NGS
 CA0949  HISTORY     - 20020420 GOOD             USPSQD
 CA0949
 CA0949                          STATION DESCRIPTION
 CA0949
 CA0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0949'6.8 KM (4.2 MI) SE FROM LOMETA.
 CA0949'6.8 KM (4.2 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0949'RAILROAD STATION IN LOMETA, 0.6 KM (0.35 MI) NORTHWEST OF MILEPOST
 CA0949'287, 14.2 METERS (46.6 FT) NORTHEAST OF THE NEAR RAIL AND 4.2 METERS
 CA0949'(13.8 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE.  NOTE, REFUSAL
 CA0949'WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0949'LOGO CAP.
 CA0949'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0949'THE MARK IS 0.5 M BELOW THE TRACKS.
 CA0949
 CA0949                          STATION RECOVERY (2002)
 CA0949
 CA0949'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1227 ***********************************************************************
 BZ1227  DESIGNATION -  Q 1475
 BZ1227  PID         -  BZ1227
 BZ1227  STATE/COUNTY-  TX/CORYELL
 BZ1227  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ1227
 BZ1227                         *CURRENT SURVEY CONTROL
 BZ1227  ___________________________________________________________________
 BZ1227* NAD 83(1986)-  31 07 19.     (N)    097 50 13.     (W)     SCALED    
 BZ1227* NAVD 88     -       291.854  (meters)     957.52   (feet)  ADJUSTED  
 BZ1227  ___________________________________________________________________
 BZ1227  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BZ1227  DYNAMIC HT  -         291.463 (meters)     956.24  (feet)  COMP
 BZ1227  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 BZ1227
 BZ1227  VERT ORDER  -  FIRST     CLASS II
 BZ1227
 BZ1227.The horizontal coordinates were scaled from a topographic map and have
 BZ1227.an estimated accuracy of +/- 6 seconds.
 BZ1227
 BZ1227.The orthometric height was determined by differential leveling
 BZ1227.and adjusted by the National Geodetic Survey in June 1991..
 BZ1227
 BZ1227.The geoid height was determined by GEOID03.
 BZ1227
 BZ1227.The dynamic height is computed by dividing the NAVD 88
 BZ1227.geopotential number by the normal gravity value computed on the
 BZ1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1227.degrees latitude (g = 980.6199 gals.).
 BZ1227
 BZ1227.The modeled gravity was interpolated from observed gravity values.
 BZ1227
 BZ1227;                    North         East    Units  Estimated Accuracy
 BZ1227;SPC TX C     - 3,164,000.      938,060.      MT  (+/- 180 meters Scaled)
 BZ1227
 BZ1227                          SUPERSEDED SURVEY CONTROL
 BZ1227
 BZ1227.No superseded survey control is available for this station.
 BZ1227
 BZ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV108436(NAD 83)
 BZ1227_MARKER: DB = BENCH MARK DISK
 BZ1227_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1227_SP_SET: PIER
 BZ1227_STAMPING: Q 1475 1983
 BZ1227_MARK LOGO: NGS   
 BZ1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1227+STABILITY: POSITION/ELEVATION WELL
 BZ1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1227+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 BZ1227
 BZ1227  HISTORY     - Date     Condition        Report By
 BZ1227  HISTORY     - 1983     MONUMENTED       NGS
 BZ1227  HISTORY     - 20040124 GOOD             USPSQD
 BZ1227
 BZ1227                          STATION DESCRIPTION
 BZ1227
 BZ1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1227'10.4 KM (6.45 MI) WEST FROM KILLEEN.
 BZ1227'7.1 KM (4.4 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ1227'STATION IN KILLEEN, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG U.S.
 BZ1227'HIGHWAY 190, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1
 BZ1227'OF 3 PIERS OF THE EAST BOUND OVERPASS OF A PAVED ROAD LEADING SOUTH TO
 BZ1227'FORT HOOD, 8.2 METERS (26.9 FT) EAST OF THE CENTERLINE OF THE ROAD AND
 BZ1227'5.5 METERS (18.0 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES
 BZ1227'OF THE HIGHWAY.
 BZ1227'THE MARK IS 1.3 M ABOVE THE GROUND.
 BZ1227
 BZ1227                          STATION RECOVERY (2004)
 BZ1227
 BZ1227'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BZ1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2466 ***********************************************************************
 CS2466  DESIGNATION -  Q 1476
 CS2466  PID         -  CS2466
 CS2466  STATE/COUNTY-  TX/JOHNSON
 CS2466  USGS QUAD   -  GRANDVIEW (1978)
 CS2466
 CS2466                         *CURRENT SURVEY CONTROL
 CS2466  ___________________________________________________________________
 CS2466* NAD 83(1986)-  32 21 43.     (N)    097 11 56.     (W)     SCALED    
 CS2466* NAVD 88     -       198.955  (meters)     652.74   (feet)  ADJUSTED  
 CS2466  ___________________________________________________________________
 CS2466  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CS2466  DYNAMIC HT  -         198.716 (meters)     651.95  (feet)  COMP
 CS2466  MODELED GRAV-     979,433.3   (mgal)                       NAVD 88
 CS2466
 CS2466  VERT ORDER  -  FIRST     CLASS II
 CS2466
 CS2466.The horizontal coordinates were scaled from a topographic map and have
 CS2466.an estimated accuracy of +/- 6 seconds.
 CS2466
 CS2466.The orthometric height was determined by differential leveling
 CS2466.and adjusted by the National Geodetic Survey in June 1991..
 CS2466
 CS2466.The geoid height was determined by GEOID03.
 CS2466
 CS2466.The dynamic height is computed by dividing the NAVD 88
 CS2466.geopotential number by the normal gravity value computed on the
 CS2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2466.degrees latitude (g = 980.6199 gals.).
 CS2466
 CS2466.The modeled gravity was interpolated from observed gravity values.
 CS2466
 CS2466;                    North         East    Units  Estimated Accuracy
 CS2466;SPC TXNC     - 2,077,860.      722,450.      MT  (+/- 180 meters Scaled)
 CS2466
 CS2466                          SUPERSEDED SURVEY CONTROL
 CS2466
 CS2466.No superseded survey control is available for this station.
 CS2466
 CS2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA694819(NAD 83)
 CS2466_MARKER: DB = BENCH MARK DISK
 CS2466_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2466_SP_SET: ABUTMENT
 CS2466_STAMPING: Q 1476 1983
 CS2466_MARK LOGO: NGS   
 CS2466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2466
 CS2466  HISTORY     - Date     Condition        Report By
 CS2466  HISTORY     - 1983     MONUMENTED       NGS
 CS2466  HISTORY     - 19910413 GOOD             USPSQD
 CS2466  HISTORY     - 19940330 GOOD             USPSQD
 CS2466  HISTORY     - 19990608 GOOD             USPSQD
 CS2466
 CS2466                          STATION DESCRIPTION
 CS2466
 CS2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2466'10.7 KM (6.6 MI) NORTH FROM GRANDVIEW.
 CS2466'0.2 KM (0.1 MI) EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE
 CS2466'MISSOURI, KANSAS AND TEXAS RAILROAD IN GRANDVIEW, THENCE 10.5 KM (6.5
 CS2466'MI) NORTHERLY ALONG U.S. HIGHWAY 81, IN TOP OF AND 0.1 METER (0.3 FT)
 CS2466'EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A FRONTAGE ROAD
 CS2466'BRIDGE SPANNING TURKEY CREEK, 27.7 METERS (90.9 FT) EAST OF THE
 CS2466'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY AND 4.3 METERS
 CS2466'(14.1 FT) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CS2466'THE MARK IS 0.7 M BELOW THE ROAD.
 CS2466
 CS2466                          STATION RECOVERY (1991)
 CS2466
 CS2466'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2466'RECOVERED IN GOOD CONDITION.
 CS2466
 CS2466                          STATION RECOVERY (1994)
 CS2466
 CS2466'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2466'RECOVERED IN GOOD CONDITION.
 CS2466
 CS2466                          STATION RECOVERY (1999)
 CS2466
 CS2466'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2438 ***********************************************************************
 CS2438  DESIGNATION -  Q 1477
 CS2438  PID         -  CS2438
 CS2438  STATE/COUNTY-  TX/PARKER
 CS2438  USGS QUAD   -  ANNETA (1979)
 CS2438
 CS2438                         *CURRENT SURVEY CONTROL
 CS2438  ___________________________________________________________________
 CS2438* NAD 83(1986)-  32 44 35.     (N)    097 44 44.     (W)     SCALED    
 CS2438* NAVD 88     -       293.880  (meters)     964.17   (feet)  ADJUSTED  
 CS2438  ___________________________________________________________________
 CS2438  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CS2438  DYNAMIC HT  -         293.522 (meters)     963.00  (feet)  COMP
 CS2438  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 CS2438
 CS2438  VERT ORDER  -  FIRST     CLASS II
 CS2438
 CS2438.The horizontal coordinates were scaled from a topographic map and have
 CS2438.an estimated accuracy of +/- 6 seconds.
 CS2438
 CS2438.The orthometric height was determined by differential leveling
 CS2438.and adjusted by the National Geodetic Survey in June 1991..
 CS2438
 CS2438.The geoid height was determined by GEOID03.
 CS2438
 CS2438.The dynamic height is computed by dividing the NAVD 88
 CS2438.geopotential number by the normal gravity value computed on the
 CS2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2438.degrees latitude (g = 980.6199 gals.).
 CS2438
 CS2438.The modeled gravity was interpolated from observed gravity values.
 CS2438
 CS2438;                    North         East    Units  Estimated Accuracy
 CS2438;SPC TXNC     - 2,119,620.      670,700.      MT  (+/- 180 meters Scaled)
 CS2438
 CS2438                          SUPERSEDED SURVEY CONTROL
 CS2438
 CS2438.No superseded survey control is available for this station.
 CS2438
 CS2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB175234(NAD 83)
 CS2438_MARKER: DB = BENCH MARK DISK
 CS2438_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2438_SP_SET: PIER
 CS2438_STAMPING: Q 1477 1983
 CS2438_MARK LOGO: NGS   
 CS2438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2438+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CS2438
 CS2438  HISTORY     - Date     Condition        Report By
 CS2438  HISTORY     - 1983     MONUMENTED       NGS
 CS2438  HISTORY     - 19910522 GOOD             USPSQD
 CS2438  HISTORY     - 19950820 GOOD             USPSQD
 CS2438  HISTORY     - 19970524 GOOD             USPSQD
 CS2438  HISTORY     - 20041023 GOOD             USPSQD
 CS2438  HISTORY     - 20051029 GOOD             USPSQD
 CS2438
 CS2438                          STATION DESCRIPTION
 CS2438
 CS2438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2438'4.4 KM (2.75 MI) EAST FROM WEATHERFORD.
 CS2438'4.4 KM (2.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2438'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE
 CS2438'NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 3 PIERS OF THE BANKHEAD
 CS2438'HIGHWAY OVERPASS (EXIT 410) AND 8.4 METERS (27.6 FT) SOUTHEAST OF THE
 CS2438'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CS2438
 CS2438                          STATION RECOVERY (1991)
 CS2438
 CS2438'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2438'RECOVERED IN GOOD CONDITION.
 CS2438
 CS2438                          STATION RECOVERY (1995)
 CS2438
 CS2438'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2438'RECOVERED IN GOOD CONDITION.
 CS2438
 CS2438                          STATION RECOVERY (1997)
 CS2438
 CS2438'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2438'RECOVERED IN GOOD CONDITION.
 CS2438
 CS2438                          STATION RECOVERY (2004)
 CS2438
 CS2438'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMF)
 CS2438'RECOVERED IN GOOD CONDITION.
 CS2438
 CS2438                          STATION RECOVERY (2005)
 CS2438
 CS2438'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0896 ***********************************************************************
 CT0896  DESIGNATION -  Q 1478
 CT0896  PID         -  CT0896
 CT0896  STATE/COUNTY-  TX/PARKER
 CT0896  USGS QUAD   -  BRAZOS EAST (1984)
 CT0896
 CT0896                         *CURRENT SURVEY CONTROL
 CT0896  ___________________________________________________________________
 CT0896* NAD 83(1986)-  32 39 24.     (N)    098 02 42.     (W)     SCALED    
 CT0896* NAVD 88     -       238.626  (meters)     782.89   (feet)  ADJUSTED  
 CT0896  ___________________________________________________________________
 CT0896  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0896  DYNAMIC HT  -         238.333 (meters)     781.93  (feet)  COMP
 CT0896  MODELED GRAV-     979,406.0   (mgal)                       NAVD 88
 CT0896
 CT0896  VERT ORDER  -  FIRST     CLASS II
 CT0896
 CT0896.The horizontal coordinates were scaled from a topographic map and have
 CT0896.an estimated accuracy of +/- 6 seconds.
 CT0896
 CT0896.The orthometric height was determined by differential leveling
 CT0896.and adjusted by the National Geodetic Survey in June 1991..
 CT0896
 CT0896.The geoid height was determined by GEOID03.
 CT0896
 CT0896.The dynamic height is computed by dividing the NAVD 88
 CT0896.geopotential number by the normal gravity value computed on the
 CT0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0896.degrees latitude (g = 980.6199 gals.).
 CT0896
 CT0896.The modeled gravity was interpolated from observed gravity values.
 CT0896
 CT0896;                    North         East    Units  Estimated Accuracy
 CT0896;SPC TXNC     - 2,109,870.      642,680.      MT  (+/- 180 meters Scaled)
 CT0896
 CT0896                          SUPERSEDED SURVEY CONTROL
 CT0896
 CT0896.No superseded survey control is available for this station.
 CT0896
 CT0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB895136(NAD 83)
 CT0896_MARKER: DB = BENCH MARK DISK
 CT0896_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0896_SP_SET: PIER
 CT0896_STAMPING: Q 1478 1983
 CT0896_MARK LOGO: NGS   
 CT0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0896
 CT0896  HISTORY     - Date     Condition        Report By
 CT0896  HISTORY     - 1983     MONUMENTED       NGS
 CT0896  HISTORY     - 19950820 GOOD             USPSQD
 CT0896  HISTORY     - 19970524 GOOD             USPSQD
 CT0896  HISTORY     - 20020316 GOOD             USPSQD
 CT0896
 CT0896                          STATION DESCRIPTION
 CT0896
 CT0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0896'26.0 KM (16.15 MI) WEST FROM WEATHERFORD.
 CT0896'26.0 KM (16.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0896'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE
 CT0896'NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 2 PIERS OF THE GOLBERT
 CT0896'PIT ROAD OVERPASS (EXIT 391) AND 10.1 METERS (33.1 FT) NORTHWEST OF
 CT0896'THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 CT0896'THE MARK IS 1.3 M ABOVE THE GROUND.
 CT0896
 CT0896                          STATION RECOVERY (1995)
 CT0896
 CT0896'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0896'RECOVERED IN GOOD CONDITION.
 CT0896
 CT0896                          STATION RECOVERY (1997)
 CT0896
 CT0896'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0896'RECOVERED IN GOOD CONDITION.
 CT0896
 CT0896                          STATION RECOVERY (2002)
 CT0896
 CT0896'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2492 ***********************************************************************
 CS2492  DESIGNATION -  Q 1479
 CS2492  PID         -  CS2492
 CS2492  STATE/COUNTY-  TX/TARRANT
 CS2492  USGS QUAD   -  FORT WORTH (1981)
 CS2492
 CS2492                         *CURRENT SURVEY CONTROL
 CS2492  ___________________________________________________________________
 CS2492* NAD 83(1986)-  32 43 11.     (N)    097 19 25.     (W)     SCALED    
 CS2492* NAVD 88     -       198.017  (meters)     649.66   (feet)  ADJUSTED  
 CS2492  ___________________________________________________________________
 CS2492  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS2492  DYNAMIC HT  -         197.785 (meters)     648.90  (feet)  COMP
 CS2492  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 CS2492
 CS2492  VERT ORDER  -  FIRST     CLASS II
 CS2492
 CS2492.The horizontal coordinates were scaled from a topographic map and have
 CS2492.an estimated accuracy of +/- 6 seconds.
 CS2492
 CS2492.The orthometric height was determined by differential leveling
 CS2492.and adjusted by the National Geodetic Survey in June 1991..
 CS2492
 CS2492.The geoid height was determined by GEOID03.
 CS2492
 CS2492.The dynamic height is computed by dividing the NAVD 88
 CS2492.geopotential number by the normal gravity value computed on the
 CS2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2492.degrees latitude (g = 980.6199 gals.).
 CS2492
 CS2492.The modeled gravity was interpolated from observed gravity values.
 CS2492
 CS2492;                    North         East    Units  Estimated Accuracy
 CS2492;SPC TXNC     - 2,117,390.      710,270.      MT  (+/- 180 meters Scaled)
 CS2492
 CS2492                          SUPERSEDED SURVEY CONTROL
 CS2492
 CS2492.No superseded survey control is available for this station.
 CS2492
 CS2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB571214(NAD 83)
 CS2492_MARKER: I = METAL ROD
 CS2492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2492_SP_SET: STAINLESS STEEL ROD
 CS2492_STAMPING: Q 1479 1983
 CS2492_MARK LOGO: NGS   
 CS2492_PROJECTION: FLUSH
 CS2492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2492_ROD/PIPE-DEPTH: 5.2  meters
 CS2492
 CS2492  HISTORY     - Date     Condition        Report By
 CS2492  HISTORY     - 1983     MONUMENTED       NGS
 CS2492  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS2492  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS2492
 CS2492                          STATION DESCRIPTION
 CS2492
 CS2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2492'IN FORT WORTH.
 CS2492'IN FORT WORTH, AT THE INTERSECTION OF EAST POWELL AND EPPS AVENUES,
 CS2492'21.7 METERS (71.2 FT) EAST OF THE NEAR RAIL OF THE MISSOURI PACIFIC
 CS2492'RAILROAD, 21.0 METERS (68.9 FT) SOUTH OF THE EXTENDED CENTER OF EAST
 CS2492'POWELL AVENUE, 12.0 METERS (30.4 FT) WEST OF THE CENTER OF EPPS AVENUE
 CS2492'AND 1.1 METERS (3.6 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CS2492'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2492'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CS2492'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 CS2492
 CS2492                          STATION RECOVERY (1996)
 CS2492
 CS2492'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2492'MARK NOT FOUND.
 CS2492
 CS2492                          STATION RECOVERY (2005)
 CS2492
 CS2492'RECOVERY NOTE BY US POWER SQUADRON 2005 (JD)
 CS2492'THERE HAS BEEN EXTENSIVE GRADING AND MARK IS BELIEVED TO BE DESTROYED.
 CS2492' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1359 ***********************************************************************
 AY1359  DESIGNATION -  Q 148
 AY1359  PID         -  AY1359
 AY1359  STATE/COUNTY-  TX/UVALDE
 AY1359  USGS QUAD   -  CHALK BLUFF (1960)
 AY1359
 AY1359                         *CURRENT SURVEY CONTROL
 AY1359  ___________________________________________________________________
 AY1359* NAD 83(1986)-  29 17 58.     (N)    099 53 29.     (W)     SCALED    
 AY1359* NAVD 88     -       312.697  (meters)    1025.91   (feet)  POSTED    
 AY1359  ___________________________________________________________________
 AY1359  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AY1359  DYNAMIC HT  -         312.240 (meters)    1024.41  (feet)  COMP
 AY1359  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 AY1359
 AY1359  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1359
 AY1359.The horizontal coordinates were scaled from a topographic map and have
 AY1359.an estimated accuracy of +/- 6 seconds.
 AY1359
 AY1359.The orthometric height was determined by differential leveling
 AY1359.and adjusted by the National Geodetic Survey in 1992..
 AY1359.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1359.rate of 2.1 thru 3.0 mm/km.
 AY1359
 AY1359.The geoid height was determined by GEOID03.
 AY1359
 AY1359.The dynamic height is computed by dividing the NAVD 88
 AY1359.geopotential number by the normal gravity value computed on the
 AY1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1359.degrees latitude (g = 980.6199 gals.).
 AY1359
 AY1359.The modeled gravity was interpolated from observed gravity values.
 AY1359
 AY1359;                    North         East    Units  Estimated Accuracy
 AY1359;SPC TXSC     - 4,162,810.      513,410.      MT  (+/- 180 meters Scaled)
 AY1359
 AY1359                          SUPERSEDED SURVEY CONTROL
 AY1359
 AY1359  NGVD 29 (??/??/92)  312.573  (m)         1025.50   (f) ADJ UNCH    2 0
 AY1359
 AY1359.Superseded values are not recommended for survey control.
 AY1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1359.See file dsdata.txt to determine how the superseded data were derived.
 AY1359
 AY1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT134414(NAD 83)
 AY1359_MARKER: DB = BENCH MARK DISK
 AY1359_SETTING: 66 = SET IN ROCK OUTCROP
 AY1359_SP_SET: ROCK LEDGE
 AY1359_STAMPING: Q 148 1939
 AY1359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1359+STABILITY: POSITION/ELEVATION WELL
 AY1359
 AY1359  HISTORY     - Date     Condition        Report By
 AY1359  HISTORY     - 1939     MONUMENTED       CGS
 AY1359  HISTORY     - 1960     MARK NOT FOUND   USGS
 AY1359  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 AY1359
 AY1359                          STATION DESCRIPTION
 AY1359
 AY1359'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AY1359'7.3 MI NW FROM UVALDE JUNCTION.
 AY1359'7.3 MILES NORTHWEST ALONG THE UVALDE AND NORTHERN RAILWAY FROM UVALDE
 AY1359'JUNCTION, UVALDE COUNTY, 157 YARDS NORTH OF MILEPOST 7, 70 YARDS
 AY1359'SOUTHEAST OF A RANCH GATE ON THE SOUTH SIDE OF THE HIGHWAY, IN A SMALL
 AY1359'ROCK LEDGE, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 AY1359'Q 148 1939.
 AY1359
 AY1359                          STATION RECOVERY (2002)
 AY1359
 AY1359'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0938 ***********************************************************************
 CT0938  DESIGNATION -  Q 1480
 CT0938  PID         -  CT0938
 CT0938  STATE/COUNTY-  TX/EASTLAND
 CT0938  USGS QUAD   -  EASTLAND (1987)
 CT0938
 CT0938                         *CURRENT SURVEY CONTROL
 CT0938  ___________________________________________________________________
 CT0938* NAD 83(1986)-  32 24 05.     (N)    098 47 25.     (W)     SCALED    
 CT0938* NAVD 88     -       448.029  (meters)    1469.91   (feet)  ADJUSTED  
 CT0938  ___________________________________________________________________
 CT0938  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CT0938  DYNAMIC HT  -         447.455 (meters)    1468.03  (feet)  COMP
 CT0938  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 CT0938
 CT0938  VERT ORDER  -  FIRST     CLASS II
 CT0938
 CT0938.The horizontal coordinates were scaled from a topographic map and have
 CT0938.an estimated accuracy of +/- 6 seconds.
 CT0938
 CT0938.The orthometric height was determined by differential leveling
 CT0938.and adjusted by the National Geodetic Survey in June 1991..
 CT0938
 CT0938.The geoid height was determined by GEOID03.
 CT0938
 CT0938.The dynamic height is computed by dividing the NAVD 88
 CT0938.geopotential number by the normal gravity value computed on the
 CT0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0938.degrees latitude (g = 980.6199 gals.).
 CT0938
 CT0938.The modeled gravity was interpolated from observed gravity values.
 CT0938
 CT0938;                    North         East    Units  Estimated Accuracy
 CT0938;SPC TXNC     - 2,081,510.      572,690.      MT  (+/- 180 meters Scaled)
 CT0938
 CT0938                          SUPERSEDED SURVEY CONTROL
 CT0938
 CT0938.No superseded survey control is available for this station.
 CT0938
 CT0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA197849(NAD 83)
 CT0938_MARKER: DB = BENCH MARK DISK
 CT0938_SETTING: 66 = SET IN ROCK OUTCROP
 CT0938_SP_SET: ROCK OUTCROP
 CT0938_STAMPING: Q 1480 1983
 CT0938_MARK LOGO: NGS   
 CT0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0938+STABILITY: POSITION/ELEVATION WELL
 CT0938
 CT0938  HISTORY     - Date     Condition        Report By
 CT0938  HISTORY     - 1983     MONUMENTED       NGS
 CT0938  HISTORY     - 20020316 GOOD             USPSQD
 CT0938
 CT0938                          STATION DESCRIPTION
 CT0938
 CT0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0938'9.9 KM (6.15 MI) WEST FROM RANGER.
 CT0938'9.9 KM (6.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0938'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE EAST END OF A 3- BY
 CT0938'5-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) SOUTHWEST OF
 CT0938'MILEPOST 344, 34.2 METERS (112.2 FT) NORTHWEST OF THE WEST CORNER OF
 CT0938'THE SOUTHWEST BOUND OVERPASS, 17.8 METERS (58.4 FT) SOUTHWEST OF THE
 CT0938'CENTERLINE OF THE SOUTHEAST BOUND LANES OF FARM ROAD 570, 12.3 METERS
 CT0938'(40.4 FT) SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD AND 10.5
 CT0938'METERS (34.4 FT) WEST-SOUTHWEST OF THE SOUTHWEST END OF A DOUBLE PIPE
 CT0938'CULVERT.
 CT0938'THE MARK IS 0.6 M BELOW THE ROAD.
 CT0938
 CT0938                          STATION RECOVERY (2002)
 CT0938
 CT0938'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0965 ***********************************************************************
 CT0965  DESIGNATION -  Q 1481
 CT0965  PID         -  CT0965
 CT0965  STATE/COUNTY-  TX/CALLAHAN
 CT0965  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0965
 CT0965                         *CURRENT SURVEY CONTROL
 CT0965  ___________________________________________________________________
 CT0965* NAD 83(1986)-  32 25 21.     (N)    099 36 55.     (W)     SCALED    
 CT0965* NAVD 88     -       562.836  (meters)    1846.57   (feet)  ADJUSTED  
 CT0965  ___________________________________________________________________
 CT0965  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CT0965  DYNAMIC HT  -         562.102 (meters)    1844.16  (feet)  COMP
 CT0965  MODELED GRAV-     979,317.2   (mgal)                       NAVD 88
 CT0965
 CT0965  VERT ORDER  -  FIRST     CLASS II
 CT0965
 CT0965.The horizontal coordinates were scaled from a topographic map and have
 CT0965.an estimated accuracy of +/- 6 seconds.
 CT0965
 CT0965.The orthometric height was determined by differential leveling
 CT0965.and adjusted by the National Geodetic Survey in June 1991..
 CT0965
 CT0965.The geoid height was determined by GEOID03.
 CT0965
 CT0965.The dynamic height is computed by dividing the NAVD 88
 CT0965.geopotential number by the normal gravity value computed on the
 CT0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0965.degrees latitude (g = 980.6199 gals.).
 CT0965
 CT0965.The modeled gravity was interpolated from observed gravity values.
 CT0965
 CT0965;                    North         East    Units  Estimated Accuracy
 CT0965;SPC TXNC     - 2,084,370.      495,110.      MT  (+/- 180 meters Scaled)
 CT0965
 CT0965                          SUPERSEDED SURVEY CONTROL
 CT0965
 CT0965.No superseded survey control is available for this station.
 CT0965
 CT0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA421874(NAD 83)
 CT0965_MARKER: DB = BENCH MARK DISK
 CT0965_SETTING: 66 = SET IN ROCK OUTCROP
 CT0965_SP_SET: ROCK OUTCROP
 CT0965_STAMPING: Q 1481 1983
 CT0965_MARK LOGO: NGS   
 CT0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0965
 CT0965  HISTORY     - Date     Condition        Report By
 CT0965  HISTORY     - 1983     MONUMENTED       NGS
 CT0965  HISTORY     - 20011013 GOOD             USPSQD
 CT0965
 CT0965                          STATION DESCRIPTION
 CT0965
 CT0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0965'11.8 KM (7.35 MI) EAST FROM ABILENE.
 CT0965'11.8 KM (7.35 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0965'THE RAILROAD STATION IN ABILENE, IN THE CENTER OF A 4- BY 6-FT EXPOSED
 CT0965'AREA OF OUTCROPPING BEDROCK, 38.1 METERS (125.0 FT) SOUTHWEST OF THE
 CT0965'NEAR RAIL AND 13.1 METERS (43.0 FT) SOUTHWEST OF THE CENTERLINE OF
 CT0965'FARM ROAD 18.
 CT0965'THE MARK IS 6.4 METERS  NE FROM  A WITNESS POST AND FENCE
 CT0965'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0965
 CT0965                          STATION RECOVERY (2001)
 CT0965
 CT0965'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0641 ***********************************************************************
 DO0641  DESIGNATION -  Q 1482
 DO0641  PID         -  DO0641
 DO0641  STATE/COUNTY-  TX/WICHITA
 DO0641  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0641
 DO0641                         *CURRENT SURVEY CONTROL
 DO0641  ___________________________________________________________________
 DO0641* NAD 83(1986)-  33 55 31.     (N)    098 30 11.     (W)     SCALED    
 DO0641* NAVD 88     -       291.032  (meters)     954.83   (feet)  ADJUSTED  
 DO0641  ___________________________________________________________________
 DO0641  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DO0641  DYNAMIC HT  -         290.713 (meters)     953.78  (feet)  COMP
 DO0641  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 DO0641
 DO0641  VERT ORDER  -  FIRST     CLASS II
 DO0641
 DO0641.The horizontal coordinates were scaled from a topographic map and have
 DO0641.an estimated accuracy of +/- 6 seconds.
 DO0641
 DO0641.The orthometric height was determined by differential leveling
 DO0641.and adjusted by the National Geodetic Survey in June 1991..
 DO0641
 DO0641.The geoid height was determined by GEOID03.
 DO0641
 DO0641.The dynamic height is computed by dividing the NAVD 88
 DO0641.geopotential number by the normal gravity value computed on the
 DO0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0641.degrees latitude (g = 980.6199 gals.).
 DO0641
 DO0641.The modeled gravity was interpolated from observed gravity values.
 DO0641
 DO0641;                    North         East    Units  Estimated Accuracy
 DO0641;SPC TXNC     - 2,250,470.      599,720.      MT  (+/- 180 meters Scaled)
 DO0641
 DO0641                          SUPERSEDED SURVEY CONTROL
 DO0641
 DO0641.No superseded survey control is available for this station.
 DO0641
 DO0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC459539(NAD 83)
 DO0641_MARKER: DB = BENCH MARK DISK
 DO0641_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0641_SP_SET: PIER
 DO0641_STAMPING: Q 1482 1984
 DO0641_MARK LOGO: NGS   
 DO0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0641
 DO0641  HISTORY     - Date     Condition        Report By
 DO0641  HISTORY     - 1984     MONUMENTED       NGS
 DO0641  HISTORY     - 20010525 GOOD             USPSQD
 DO0641
 DO0641                          STATION DESCRIPTION
 DO0641
 DO0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0641'IN WICHITA FALLS.
 DO0641'IN WICHITA FALLS, AT THE INTERSECTION OF OLD IOWA PARK HIGHWAY AND
 DO0641'SCOTT AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE MOST WESTERLY 1
 DO0641'OF 4 COLUMNS OF THE 2ND PIER SOUTH OF THE HIGHWAY OF THE AVENUE
 DO0641'OVERPASS OVER THE HIGHWAY, 15.4 METERS (50.5 FT) SOUTH OF THE
 DO0641'CENTERLINE OF THE HIGHWAY, 7.1 METERS (23.3 FT) WEST OF THE CENTER OF
 DO0641'THE AVENUE, AND 5.5 METERS (18.0 FT) NORTH OF THE NEAR RAIL OF THE
 DO0641'BURLINGTON NORTHERN RAILROAD.
 DO0641'THE MARK IS 1.3 M ABOVE THE GROUND.
 DO0641
 DO0641                          STATION RECOVERY (2001)
 DO0641
 DO0641'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0533 ***********************************************************************
 EM0533  DESIGNATION -  Q 1483
 EM0533  PID         -  EM0533
 EM0533  STATE/COUNTY-  TX/WILBARGER
 EM0533  USGS QUAD   -  BOGGY CREEK (1983)
 EM0533
 EM0533                         *CURRENT SURVEY CONTROL
 EM0533  ___________________________________________________________________
 EM0533* NAD 83(1986)-  34 07 26.     (N)    099 07 35.     (W)     SCALED    
 EM0533* NAVD 88     -       386.633  (meters)    1268.48   (feet)  ADJUSTED  
 EM0533  ___________________________________________________________________
 EM0533  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EM0533  DYNAMIC HT  -         386.201 (meters)    1267.06  (feet)  COMP
 EM0533  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 EM0533
 EM0533  VERT ORDER  -  FIRST     CLASS II
 EM0533
 EM0533.The horizontal coordinates were scaled from a topographic map and have
 EM0533.an estimated accuracy of +/- 6 seconds.
 EM0533
 EM0533.The orthometric height was determined by differential leveling
 EM0533.and adjusted by the National Geodetic Survey in June 1991..
 EM0533
 EM0533.The geoid height was determined by GEOID03.
 EM0533
 EM0533.The dynamic height is computed by dividing the NAVD 88
 EM0533.geopotential number by the normal gravity value computed on the
 EM0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0533.degrees latitude (g = 980.6199 gals.).
 EM0533
 EM0533.The modeled gravity was interpolated from observed gravity values.
 EM0533
 EM0533;                    North         East    Units  Estimated Accuracy
 EM0533;SPC TXNC     - 2,272,670.      542,210.      MT  (+/- 180 meters Scaled)
 EM0533
 EM0533                          SUPERSEDED SURVEY CONTROL
 EM0533
 EM0533.No superseded survey control is available for this station.
 EM0533
 EM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC883759(NAD 83)
 EM0533_MARKER: I = METAL ROD
 EM0533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0533_SP_SET: STAINLESS STEEL ROD
 EM0533_STAMPING: Q 1483 1984
 EM0533_MARK LOGO: NGS   
 EM0533_PROJECTION: FLUSH
 EM0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0533_ROD/PIPE-DEPTH: 7.3  meters
 EM0533
 EM0533  HISTORY     - Date     Condition        Report By
 EM0533  HISTORY     - 1984     MONUMENTED       NGS
 EM0533
 EM0533                          STATION DESCRIPTION
 EM0533
 EM0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0533'15.3 KM (9.5 MI) SE FROM VERNON.
 EM0533'15.3 KM (9.5 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0533'FROM THE STATION IN VERNON, 94.2 METERS (309.1 FT) NORTHEAST OF THE
 EM0533'NEAR RAIL, 17.5 METERS (57.4 FT) SOUTH OF A UTILITY POLE, 17.4 METERS
 EM0533'(57.1 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 EM0533'U.S. HIGHWAY 287, 1.2 METERS (3.9 FT) SOUTH OF THE NORTHEAST LEG OF A
 EM0533'HIGHWAY INFORMATION SIGN.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 EM0533'5-INCH LOGO CAP.
 EM0533'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EM0533'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0616 ***********************************************************************
 EN0616  DESIGNATION -  Q 1484
 EN0616  PID         -  EN0616
 EN0616  STATE/COUNTY-  TX/DONLEY
 EN0616  USGS QUAD   -  HEDLEY (1982)
 EN0616
 EN0616                         *CURRENT SURVEY CONTROL
 EN0616  ___________________________________________________________________
 EN0616* NAD 83(1986)-  34 51 49.     (N)    100 39 19.     (W)     SCALED    
 EN0616* NAVD 88     -       797.459  (meters)    2616.33   (feet)  ADJUSTED  
 EN0616  ___________________________________________________________________
 EN0616  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EN0616  DYNAMIC HT  -         796.552 (meters)    2613.35  (feet)  COMP
 EN0616  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 EN0616
 EN0616  VERT ORDER  -  FIRST     CLASS II
 EN0616
 EN0616.The horizontal coordinates were scaled from a topographic map and have
 EN0616.an estimated accuracy of +/- 6 seconds.
 EN0616
 EN0616.The orthometric height was determined by differential leveling
 EN0616.and adjusted by the National Geodetic Survey in June 1991..
 EN0616
 EN0616.The geoid height was determined by GEOID03.
 EN0616
 EN0616.The dynamic height is computed by dividing the NAVD 88
 EN0616.geopotential number by the normal gravity value computed on the
 EN0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0616.degrees latitude (g = 980.6199 gals.).
 EN0616
 EN0616.The modeled gravity was interpolated from observed gravity values.
 EN0616
 EN0616;                    North         East    Units  Estimated Accuracy
 EN0616;SPC TX N     - 1,096,140.      277,240.      MT  (+/- 180 meters Scaled)
 EN0616
 EN0616                          SUPERSEDED SURVEY CONTROL
 EN0616
 EN0616.No superseded survey control is available for this station.
 EN0616
 EN0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD486591(NAD 83)
 EN0616_MARKER: I = METAL ROD
 EN0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0616_SP_SET: STAINLESS STEEL ROD
 EN0616_STAMPING: Q 1484 1984
 EN0616_MARK LOGO: NGS   
 EN0616_PROJECTION: FLUSH
 EN0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0616+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0616_ROD/PIPE-DEPTH: 20.8 meters
 EN0616
 EN0616  HISTORY     - Date     Condition        Report By
 EN0616  HISTORY     - 1984     MONUMENTED       NGS
 EN0616  HISTORY     - 20040803 GOOD             USPSQD
 EN0616  HISTORY     - 20050804 GOOD             USPSQD
 EN0616
 EN0616                          STATION DESCRIPTION
 EN0616
 EN0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0616'19.4 KM (12.05 MI) NW FROM MEMPHIS.
 EN0616'19.4 KM (12.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0616'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 26.6 M (87.3 FT) NORTHWEST
 EN0616'OF A GRAVELED ROAD CROSSING, 19.8 M (65.0 FT) SOUTHWEST OF THE NEAR
 EN0616'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 17.6 M (57.7 FT) NORTHEAST
 EN0616'OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND 1.4
 EN0616'M (4.6 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY WIRES.  NOTE=ACCESS
 EN0616'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0616'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EN0616'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EN0616
 EN0616                          STATION RECOVERY (2004)
 EN0616
 EN0616'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0616'RECOVERED IN GOOD CONDITION.
 EN0616
 EN0616                          STATION RECOVERY (2005)
 EN0616
 EN0616'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0616'ORANGE PLASTIC WITNESS POST IS THERE. MARK FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0927 ***********************************************************************
 DN0927  DESIGNATION -  Q 1485
 DN0927  PID         -  DN0927
 DN0927  STATE/COUNTY-  TX/WISE
 DN0927  USGS QUAD   -  DECATUR (1972)
 DN0927
 DN0927                         *CURRENT SURVEY CONTROL
 DN0927  ___________________________________________________________________
 DN0927* NAD 83(1986)-  33 14 21.     (N)    097 35 58.     (W)     SCALED    
 DN0927* NAVD 88     -       309.588  (meters)    1015.71   (feet)  ADJUSTED  
 DN0927  ___________________________________________________________________
 DN0927  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DN0927  DYNAMIC HT  -         309.229 (meters)    1014.53  (feet)  COMP
 DN0927  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 DN0927
 DN0927  VERT ORDER  -  FIRST     CLASS II
 DN0927
 DN0927.The horizontal coordinates were scaled from a topographic map and have
 DN0927.an estimated accuracy of +/- 6 seconds.
 DN0927
 DN0927.The orthometric height was determined by differential leveling
 DN0927.and adjusted by the National Geodetic Survey in June 1991..
 DN0927
 DN0927.The geoid height was determined by GEOID03.
 DN0927
 DN0927.The dynamic height is computed by dividing the NAVD 88
 DN0927.geopotential number by the normal gravity value computed on the
 DN0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0927.degrees latitude (g = 980.6199 gals.).
 DN0927
 DN0927.The modeled gravity was interpolated from observed gravity values.
 DN0927
 DN0927;                    North         East    Units  Estimated Accuracy
 DN0927;SPC TXNC     - 2,174,730.      683,920.      MT  (+/- 180 meters Scaled)
 DN0927
 DN0927                          SUPERSEDED SURVEY CONTROL
 DN0927
 DN0927.No superseded survey control is available for this station.
 DN0927
 DN0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB304786(NAD 83)
 DN0927_MARKER: I = METAL ROD
 DN0927_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0927_SP_SET: STAINLESS STEEL ROD
 DN0927_STAMPING: Q 1485 1984
 DN0927_MARK LOGO: NGS   
 DN0927_PROJECTION: FLUSH
 DN0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0927_ROD/PIPE-DEPTH: 11.3 meters
 DN0927
 DN0927  HISTORY     - Date     Condition        Report By
 DN0927  HISTORY     - 1984     MONUMENTED       NGS
 DN0927  HISTORY     - 19970917 MARK NOT FOUND   USPSQD
 DN0927
 DN0927                          STATION DESCRIPTION
 DN0927
 DN0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0927'2.1 KM (1.3 MI) NW FROM DECATUR.
 DN0927'1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE BURLINGTON NORTHERN
 DN0927'RAILROAD STATION IN DECATUR, THENCE 0.6 KM (0.35 MI) NORTHWESTERLY
 DN0927'ALONG U.S. HIGHWAYS 287 AND 81, 41.4 METERS (134.8 FT) NORTH OF THE
 DN0927'NORTHEAST END OF A PIPE CULVERT, 20.8 METERS (68.2 FT) NORTHEAST OF
 DN0927'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY,
 DN0927'17.0 METERS (55.8 FT) NORTHWEST OF A T-FRNCE CORNER, AND 0.3 METER
 DN0927'(1.0 FT) SOUTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 DN0927'THROUGH A 5-INCH LOGO CAP.
 DN0927'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DN0927'THE MARK IS ABOVE LEVEL WITH TE HIGHWAY.
 DN0927
 DN0927                          STATION RECOVERY (1997)
 DN0927
 DN0927'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0624 ***********************************************************************
 DO0624  DESIGNATION -  Q 1486
 DO0624  PID         -  DO0624
 DO0624  STATE/COUNTY-  TX/CLAY
 DO0624  USGS QUAD   -  HENRIETTA (1984)
 DO0624
 DO0624                         *CURRENT SURVEY CONTROL
 DO0624  ___________________________________________________________________
 DO0624* NAD 83(1986)-  33 47 24.     (N)    098 10 17.     (W)     SCALED    
 DO0624* NAVD 88     -       267.189  (meters)     876.60   (feet)  ADJUSTED  
 DO0624  ___________________________________________________________________
 DO0624  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DO0624  DYNAMIC HT  -         266.893 (meters)     875.63  (feet)  COMP
 DO0624  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 DO0624
 DO0624  VERT ORDER  -  FIRST     CLASS II
 DO0624
 DO0624.The horizontal coordinates were scaled from a topographic map and have
 DO0624.an estimated accuracy of +/- 6 seconds.
 DO0624
 DO0624.The orthometric height was determined by differential leveling
 DO0624.and adjusted by the National Geodetic Survey in June 1991..
 DO0624
 DO0624.The geoid height was determined by GEOID03.
 DO0624
 DO0624.The dynamic height is computed by dividing the NAVD 88
 DO0624.geopotential number by the normal gravity value computed on the
 DO0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0624.degrees latitude (g = 980.6199 gals.).
 DO0624
 DO0624.The modeled gravity was interpolated from observed gravity values.
 DO0624
 DO0624;                    North         East    Units  Estimated Accuracy
 DO0624;SPC TXNC     - 2,235,510.      630,430.      MT  (+/- 180 meters Scaled)
 DO0624
 DO0624                          SUPERSEDED SURVEY CONTROL
 DO0624
 DO0624.No superseded survey control is available for this station.
 DO0624
 DO0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC767391(NAD 83)
 DO0624_MARKER: DB = BENCH MARK DISK
 DO0624_SETTING: 66 = SET IN ROCK OUTCROP
 DO0624_SP_SET: ROCK OUTCROP
 DO0624_STAMPING: Q 1486 1984
 DO0624_MARK LOGO: NGS   
 DO0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0624+STABILITY: POSITION/ELEVATION WELL
 DO0624
 DO0624  HISTORY     - Date     Condition        Report By
 DO0624  HISTORY     - 1984     MONUMENTED       NGS
 DO0624
 DO0624                          STATION DESCRIPTION
 DO0624
 DO0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0624'32.6 KM (20.25 MI) SE FROM WICHITA FALLS.
 DO0624'32.6 KM (20.25 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 DO0624'RAILROAD FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, IN THE
 DO0624'SOUTHEAST END OF A 50 FT EXPOSED AREA OF BEDROCK IN A DRAINAGE DITCH,
 DO0624'1.2 KM (0.75 MI) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 287
 DO0624'BUSINESS, 97.0 METERS (318.2 FT) SOUTHWEST OF THE NEAR RAIL,
 DO0624'18.6 METERS (61.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 DO0624'BOUND LANES OF U.S. HIGHWAY 287, AND 6.8 METERS (22.3 FT) SOUTHWEST OF
 DO0624'THE SOUTHEAST CORNER OF A MULTI-BOX CULVERT.
 DO0624'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DO0624'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0564 ***********************************************************************
 EM0564  DESIGNATION -  Q 1487
 EM0564  PID         -  EM0564
 EM0564  STATE/COUNTY-  TX/HARDEMAN
 EM0564  USGS QUAD   -  QUANAH EAST (1984)
 EM0564
 EM0564                         *CURRENT SURVEY CONTROL
 EM0564  ___________________________________________________________________
 EM0564* NAD 83(1986)-  34 17 20.     (N)    099 44 19.     (W)     SCALED    
 EM0564* NAVD 88     -       477.892  (meters)    1567.88   (feet)  ADJUSTED  
 EM0564  ___________________________________________________________________
 EM0564  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EM0564  DYNAMIC HT  -         477.353 (meters)    1566.12  (feet)  COMP
 EM0564  MODELED GRAV-     979,494.0   (mgal)                       NAVD 88
 EM0564
 EM0564  VERT ORDER  -  FIRST     CLASS II
 EM0564
 EM0564.The horizontal coordinates were scaled from a topographic map and have
 EM0564.an estimated accuracy of +/- 6 seconds.
 EM0564
 EM0564.The orthometric height was determined by differential leveling
 EM0564.and adjusted by the National Geodetic Survey in June 1991..
 EM0564
 EM0564.The geoid height was determined by GEOID03.
 EM0564
 EM0564.The dynamic height is computed by dividing the NAVD 88
 EM0564.geopotential number by the normal gravity value computed on the
 EM0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0564.degrees latitude (g = 980.6199 gals.).
 EM0564
 EM0564.The modeled gravity was interpolated from observed gravity values.
 EM0564
 EM0564;                    North         East    Units  Estimated Accuracy
 EM0564;SPC TXNC     - 2,291,480.      485,950.      MT  (+/- 180 meters Scaled)
 EM0564
 EM0564                          SUPERSEDED SURVEY CONTROL
 EM0564
 EM0564.No superseded survey control is available for this station.
 EM0564
 EM0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC320944(NAD 83)
 EM0564_MARKER: I = METAL ROD
 EM0564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0564_SP_SET: STAINLESS STEEL ROD
 EM0564_STAMPING: Q 1487 1984
 EM0564_MARK LOGO: NGS   
 EM0564_PROJECTION: FLUSH
 EM0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0564_ROD/PIPE-DEPTH: 7.3  meters
 EM0564
 EM0564  HISTORY     - Date     Condition        Report By
 EM0564  HISTORY     - 1984     MONUMENTED       NGS
 EM0564
 EM0564                          STATION DESCRIPTION
 EM0564
 EM0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0564'0.6 KM (0.35 MI) SE FROM QUANAH.
 EM0564'0.6 KM (0.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0564'JUNCTION WITH STATE HIGHWAY 6 IN QUANAH, 28.6 M (93.8 FT) NORTHWEST OF
 EM0564'THE CENTER OF THE NORTH END OF A BOX CULVERT, 24.1 M (79.1 FT) NORTH
 EM0564'OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 7.4 M
 EM0564'(24.3 FT) WEST OF A GRAVELED STREET, AND 0.7 M (2.3 FT) SOUTH OF A
 EM0564'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EM0564'CAP.
 EM0564'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EM0564'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1295 ***********************************************************************
 GL1295  DESIGNATION -  Q 1488
 GL1295  PID         -  GL1295
 GL1295  STATE/COUNTY-  TX/DALLAM
 GL1295  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL1295
 GL1295                         *CURRENT SURVEY CONTROL
 GL1295  ___________________________________________________________________
 GL1295* NAD 83(1986)-  36 16 24.     (N)    102 32 14.     (W)     SCALED    
 GL1295* NAVD 88     -      1263.900  (meters)    4146.65   (feet)  ADJUSTED  
 GL1295  ___________________________________________________________________
 GL1295  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 GL1295  DYNAMIC HT  -        1262.451 (meters)    4141.89  (feet)  COMP
 GL1295  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 GL1295
 GL1295  VERT ORDER  -  FIRST     CLASS II
 GL1295
 GL1295.The horizontal coordinates were scaled from a topographic map and have
 GL1295.an estimated accuracy of +/- 6 seconds.
 GL1295
 GL1295.The orthometric height was determined by differential leveling
 GL1295.and adjusted by the National Geodetic Survey in June 1991..
 GL1295
 GL1295.The geoid height was determined by GEOID03.
 GL1295
 GL1295.The dynamic height is computed by dividing the NAVD 88
 GL1295.geopotential number by the normal gravity value computed on the
 GL1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1295.degrees latitude (g = 980.6199 gals.).
 GL1295
 GL1295.The modeled gravity was interpolated from observed gravity values.
 GL1295
 GL1295;                    North         East    Units  Estimated Accuracy
 GL1295;SPC TX N     - 1,252,700.      106,800.      MT  (+/- 180 meters Scaled)
 GL1295
 GL1295                          SUPERSEDED SURVEY CONTROL
 GL1295
 GL1295.No superseded survey control is available for this station.
 GL1295
 GL1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA212170(NAD 83)
 GL1295_MARKER: DB = BENCH MARK DISK
 GL1295_SETTING: 66 = SET IN ROCK OUTCROP
 GL1295_SP_SET: ROCK OUTCROP
 GL1295_STAMPING: Q 1488 1985
 GL1295_MARK LOGO: NGS   
 GL1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1295
 GL1295  HISTORY     - Date     Condition        Report By
 GL1295  HISTORY     - 1985     MONUMENTED       NGS
 GL1295
 GL1295                          STATION DESCRIPTION
 GL1295
 GL1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1295'24.0 KM (14.9 MI) NORTH FROM DALHART.
 GL1295'24.0 M (14.9 FT) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1295'WITH U.S. HIGHWAY 54 IN DALHART, 21.6 M (70.9 FT) EAST OF THE
 GL1295'CENTERLINE OF THE HIGHWAY, 18.2 M (59.7 FT) NORTH OF A UTILITY POLE,
 GL1295'AND 3.1 M (10.2 FT) NORTH OF A T-FENCE.
 GL1295'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1295'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0607 ***********************************************************************
 EN0607  DESIGNATION -  Q 1489
 EN0607  PID         -  EN0607
 EN0607  STATE/COUNTY-  TX/HALL
 EN0607  USGS QUAD   -  MEMPHIS (1985)
 EN0607
 EN0607                         *CURRENT SURVEY CONTROL
 EN0607  ___________________________________________________________________
 EN0607* NAD 83(1986)-  34 43 46.     (N)    100 32 19.     (W)     SCALED    
 EN0607* NAVD 88     -       631.821  (meters)    2072.90   (feet)  ADJUSTED  
 EN0607  ___________________________________________________________________
 EN0607  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EN0607  DYNAMIC HT  -         631.115 (meters)    2070.58  (feet)  COMP
 EN0607  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 EN0607
 EN0607  VERT ORDER  -  FIRST     CLASS II
 EN0607
 EN0607.The horizontal coordinates were scaled from a topographic map and have
 EN0607.an estimated accuracy of +/- 6 seconds.
 EN0607
 EN0607.The orthometric height was determined by differential leveling
 EN0607.and adjusted by the National Geodetic Survey in June 1991..
 EN0607
 EN0607.The geoid height was determined by GEOID03.
 EN0607
 EN0607.The dynamic height is computed by dividing the NAVD 88
 EN0607.geopotential number by the normal gravity value computed on the
 EN0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0607.degrees latitude (g = 980.6199 gals.).
 EN0607
 EN0607.The modeled gravity was interpolated from observed gravity values.
 EN0607
 EN0607;                    North         East    Units  Estimated Accuracy
 EN0607;SPC TX N     - 1,081,350.      288,050.      MT  (+/- 180 meters Scaled)
 EN0607
 EN0607                          SUPERSEDED SURVEY CONTROL
 EN0607
 EN0607.No superseded survey control is available for this station.
 EN0607
 EN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD591441(NAD 83)
 EN0607_MARKER: I = METAL ROD
 EN0607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0607_SP_SET: STAINLESS STEEL ROD
 EN0607_STAMPING: Q 1489 1984
 EN0607_MARK LOGO: NGS   
 EN0607_PROJECTION: FLUSH
 EN0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0607_ROD/PIPE-DEPTH: 12.2 meters
 EN0607
 EN0607  HISTORY     - Date     Condition        Report By
 EN0607  HISTORY     - 1984     MONUMENTED       NGS
 EN0607
 EN0607                          STATION DESCRIPTION
 EN0607
 EN0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0607'0.7 KM (0.45 MI) NW FROM MEMPHIS.
 EN0607'0.7 KM (0.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0607'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 23.2 M (76.1 FT) NORTHWEST
 EN0607'OF THE CENTER OF A DIRT ROAD WHICH CROSSES THE BURLINGTON NORTHERN
 EN0607'RAILROAD, 13.9 M (45.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 EN0607'NORTHWEST BOUND LANES OF THE HIGHWAY, 11.9 M (39.0 FT) SOUTHWEST OF
 EN0607'THE NEAR RAIL, AND 1.5 M (4.9 FT) NORTHWEST OF A UTILITY POLE.
 EN0607'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0607'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EN0607'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1121 ***********************************************************************
 CS1121  DESIGNATION -  Q 149
 CS1121  PID         -  CS1121
 CS1121  STATE/COUNTY-  TX/DALLAS
 CS1121  USGS QUAD   -  ROWLETT (1973)
 CS1121
 CS1121                         *CURRENT SURVEY CONTROL
 CS1121  ___________________________________________________________________
 CS1121* NAD 83(1986)-  32 54 29.     (N)    096 36 49.     (W)     SCALED    
 CS1121* NAVD 88     -       149.248  (meters)     489.66   (feet)  ADJUSTED  
 CS1121  ___________________________________________________________________
 CS1121  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CS1121  DYNAMIC HT  -         149.084 (meters)     489.12  (feet)  COMP
 CS1121  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CS1121
 CS1121  VERT ORDER  -  FIRST     CLASS II
 CS1121
 CS1121.The horizontal coordinates were scaled from a topographic map and have
 CS1121.an estimated accuracy of +/- 6 seconds.
 CS1121
 CS1121.The orthometric height was determined by differential leveling
 CS1121.and adjusted by the National Geodetic Survey in June 1991..
 CS1121
 CS1121.The geoid height was determined by GEOID03.
 CS1121
 CS1121.The dynamic height is computed by dividing the NAVD 88
 CS1121.geopotential number by the normal gravity value computed on the
 CS1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1121.degrees latitude (g = 980.6199 gals.).
 CS1121
 CS1121.The modeled gravity was interpolated from observed gravity values.
 CS1121
 CS1121;                    North         East    Units  Estimated Accuracy
 CS1121;SPC TXNC     - 2,139,240.      776,440.      MT  (+/- 180 meters Scaled)
 CS1121
 CS1121                          SUPERSEDED SURVEY CONTROL
 CS1121
 CS1121  NGVD 29 (??/??/92)  149.261  (m)          489.70   (f) ADJ UNCH    1 2
 CS1121
 CS1121.Superseded values are not recommended for survey control.
 CS1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1121.See file dsdata.txt to determine how the superseded data were derived.
 CS1121
 CS1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB231436(NAD 83)
 CS1121_MARKER: DB = BENCH MARK DISK
 CS1121_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1121_SP_SET: ABUTMENT
 CS1121_STAMPING: Q 149 1939
 CS1121_MARK LOGO: CGS   
 CS1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1121
 CS1121  HISTORY     - Date     Condition        Report By
 CS1121  HISTORY     - 1939     MONUMENTED       CGS
 CS1121  HISTORY     - 1986     GOOD             NGS
 CS1121
 CS1121                          STATION DESCRIPTION
 CS1121
 CS1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CS1121'2.6 MI NE FROM GARLAND.
 CS1121'ON THE KATY RAILROAD 1.6 MILES NORTHEAST OF DEPOT.  ON TOP OF THE
 CS1121'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE CONCRETE
 CS1121'RAILROAD OVERPASS OVER U.S. HIGHWAY NO. 67.  10.0 FT. SOUTHEAST OF THE
 CS1121'CENTER LINE OF TRACK.  2.0 FT. BELOW THE TOP OF RAIL.
 CS1121
 CS1121                          STATION RECOVERY (1986)
 CS1121
 CS1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1121'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE U.S.
 CS1121'HIGHWAY 67 UNDERPASS IS NOW COUNTRY CLUB ROAD UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1571 ***********************************************************************
 FL1571  DESIGNATION -  Q 1490
 FL1571  PID         -  FL1571
 FL1571  STATE/COUNTY-  TX/DONLEY
 FL1571  USGS QUAD   -  JERICHO (1964)
 FL1571
 FL1571                         *CURRENT SURVEY CONTROL
 FL1571  ___________________________________________________________________
 FL1571* NAD 83(1986)-  35 09 14.     (N)    100 54 06.     (W)     SCALED    
 FL1571* NAVD 88     -       959.153  (meters)    3146.82   (feet)  ADJUSTED  
 FL1571  ___________________________________________________________________
 FL1571  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1571  DYNAMIC HT  -         958.050 (meters)    3143.20  (feet)  COMP
 FL1571  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 FL1571
 FL1571  VERT ORDER  -  FIRST     CLASS II
 FL1571
 FL1571.The horizontal coordinates were scaled from a topographic map and have
 FL1571.an estimated accuracy of +/- 6 seconds.
 FL1571
 FL1571.The orthometric height was determined by differential leveling
 FL1571.and adjusted by the National Geodetic Survey in June 1991..
 FL1571
 FL1571.The geoid height was determined by GEOID03.
 FL1571
 FL1571.The dynamic height is computed by dividing the NAVD 88
 FL1571.geopotential number by the normal gravity value computed on the
 FL1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1571.degrees latitude (g = 980.6199 gals.).
 FL1571
 FL1571.The modeled gravity was interpolated from observed gravity values.
 FL1571
 FL1571;                    North         East    Units  Estimated Accuracy
 FL1571;SPC TX N     - 1,128,170.      254,510.      MT  (+/- 180 meters Scaled)
 FL1571
 FL1571                          SUPERSEDED SURVEY CONTROL
 FL1571
 FL1571.No superseded survey control is available for this station.
 FL1571
 FL1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD267917(NAD 83)
 FL1571_MARKER: I = METAL ROD
 FL1571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1571_SP_SET: STAINLESS STEEL ROD
 FL1571_STAMPING: Q 1490 1984
 FL1571_MARK LOGO: NGS   
 FL1571_PROJECTION: FLUSH
 FL1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1571_ROD/PIPE-DEPTH: 3.7  meters
 FL1571
 FL1571  HISTORY     - Date     Condition        Report By
 FL1571  HISTORY     - 1984     MONUMENTED       NGS
 FL1571
 FL1571                          STATION DESCRIPTION
 FL1571
 FL1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1571'3.3 KM (2.05 MI) SOUTH FROM JERICHO.
 FL1571'3.3 KM (2.05 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1571'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, 18.1 M (59.4 FT) EAST
 FL1571'OF THE CENTERLINE OF THE HIGHWAY, 13.2 M (43.3 FT) NORTH OF A T-FENCE,
 FL1571'AND 6.4 M (21.0 FT) NORTH OF THE CENTER OF A GATE AND FIELD ENTRANCE.
 FL1571'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1571'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FL1571'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1578 ***********************************************************************
 FL1578  DESIGNATION -  Q 1491
 FL1578  PID         -  FL1578
 FL1578  STATE/COUNTY-  TX/RANDALL
 FL1578  USGS QUAD   -  AMARILLO EAST (1973)
 FL1578
 FL1578                         *CURRENT SURVEY CONTROL
 FL1578  ___________________________________________________________________
 FL1578* NAD 83(1986)-  35 08 06.     (N)    101 51 11.     (W)     SCALED    
 FL1578* NAVD 88     -      1114.387  (meters)    3656.12   (feet)  ADJUSTED  
 FL1578  ___________________________________________________________________
 FL1578  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FL1578  DYNAMIC HT  -        1113.054 (meters)    3651.74  (feet)  COMP
 FL1578  MODELED GRAV-     979,399.8   (mgal)                       NAVD 88
 FL1578
 FL1578  VERT ORDER  -  FIRST     CLASS II
 FL1578
 FL1578.The horizontal coordinates were scaled from a topographic map and have
 FL1578.an estimated accuracy of +/- 6 seconds.
 FL1578
 FL1578.The orthometric height was determined by differential leveling
 FL1578.and adjusted by the National Geodetic Survey in June 1991..
 FL1578
 FL1578.The geoid height was determined by GEOID03.
 FL1578
 FL1578.The dynamic height is computed by dividing the NAVD 88
 FL1578.geopotential number by the normal gravity value computed on the
 FL1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1578.degrees latitude (g = 980.6199 gals.).
 FL1578
 FL1578.The modeled gravity was interpolated from observed gravity values.
 FL1578
 FL1578;                    North         East    Units  Estimated Accuracy
 FL1578;SPC TX N     - 1,125,970.      167,830.      MT  (+/- 180 meters Scaled)
 FL1578
 FL1578                          SUPERSEDED SURVEY CONTROL
 FL1578
 FL1578.No superseded survey control is available for this station.
 FL1578
 FL1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD400917(NAD 83)
 FL1578_MARKER: I = METAL ROD
 FL1578_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1578_SP_SET: STAINLESS STEEL ROD
 FL1578_STAMPING: Q 1491 1984
 FL1578_MARK LOGO: NGS   
 FL1578_PROJECTION: FLUSH
 FL1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1578+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2006
 FL1578_ROD/PIPE-DEPTH: 9.5  meters
 FL1578
 FL1578  HISTORY     - Date     Condition        Report By
 FL1578  HISTORY     - 1984     MONUMENTED       NGS
 FL1578  HISTORY     - 20060701 GOOD             GEOCAC
 FL1578
 FL1578                          STATION DESCRIPTION
 FL1578
 FL1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1578'8.6 KM (5.35 MI) SW FROM AMARILLO.
 FL1578'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FL1578'RAILROAD FROM THE STATION IN AMARILLO, 35.1 METERS (115.2 FT) NORTH OF
 FL1578'A PAVED ROAD, 17.6 METERS (57.7 FT) WEST OF THE NEAR RAIL, AND
 FL1578'3.5 METERS (11.5 FT) NORTH-NORTHEAST OF A UTILITY POLE WITH A GUY
 FL1578'WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1578'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FL1578'THE MARK IS 1.3 M BELOW THE RAILROAD.
 FL1578
 FL1578                          STATION RECOVERY (2006)
 FL1578
 FL1578'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 FL1578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0822 ***********************************************************************
 FM0822  DESIGNATION -  Q 1492
 FM0822  PID         -  FM0822
 FM0822  STATE/COUNTY-  TX/OLDHAM
 FM0822  USGS QUAD   -  ADY (1966)
 FM0822
 FM0822                         *CURRENT SURVEY CONTROL
 FM0822  ___________________________________________________________________
 FM0822* NAD 83(1986)-  35 28 27.     (N)    102 10 35.     (W)     SCALED    
 FM0822* NAVD 88     -      1028.142  (meters)    3373.16   (feet)  ADJUSTED  
 FM0822  ___________________________________________________________________
 FM0822  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0822  DYNAMIC HT  -        1026.944 (meters)    3369.23  (feet)  COMP
 FM0822  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 FM0822
 FM0822  VERT ORDER  -  FIRST     CLASS II
 FM0822
 FM0822.The horizontal coordinates were scaled from a topographic map and have
 FM0822.an estimated accuracy of +/- 6 seconds.
 FM0822
 FM0822.The orthometric height was determined by differential leveling
 FM0822.and adjusted by the National Geodetic Survey in June 1991..
 FM0822
 FM0822.The geoid height was determined by GEOID03.
 FM0822
 FM0822.The dynamic height is computed by dividing the NAVD 88
 FM0822.geopotential number by the normal gravity value computed on the
 FM0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0822.degrees latitude (g = 980.6199 gals.).
 FM0822
 FM0822.The modeled gravity was interpolated from observed gravity values.
 FM0822
 FM0822;                    North         East    Units  Estimated Accuracy
 FM0822;SPC TX N     - 1,163,750.      138,620.      MT  (+/- 180 meters Scaled)
 FM0822
 FM0822                          SUPERSEDED SURVEY CONTROL
 FM0822
 FM0822.No superseded survey control is available for this station.
 FM0822
 FM0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV561292(NAD 83)
 FM0822_MARKER: I = METAL ROD
 FM0822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0822_SP_SET: STAINLESS STEEL ROD
 FM0822_STAMPING: Q 1492 1985
 FM0822_MARK LOGO: NGS   
 FM0822_PROJECTION: FLUSH
 FM0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0822_ROD/PIPE-DEPTH: 10.8 meters
 FM0822
 FM0822  HISTORY     - Date     Condition        Report By
 FM0822  HISTORY     - 1985     MONUMENTED       NGS
 FM0822
 FM0822                          STATION DESCRIPTION
 FM0822
 FM0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0822'45.8 KM (28.45 MI) NW FROM AMARILLO.
 FM0822'45.8 KM (28.4 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0822'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 15.1 M (49.5 FT) NORTH OF
 FM0822'THE CENTERLINE OF THE ROAD, AND 10.3 M (33.1 FT) EAST OF THE CENTER OF
 FM0822'GATE AND FIELD ENTRANCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FM0822'5-INCH LOGO CAP.
 FM0822'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 FM0822'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0834 ***********************************************************************
 FM0834  DESIGNATION -  Q 1493
 FM0834  PID         -  FM0834
 FM0834  STATE/COUNTY-  TX/OLDHAM
 FM0834  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0834
 FM0834                         *CURRENT SURVEY CONTROL
 FM0834  ___________________________________________________________________
 FM0834* NAD 83(1986)-  35 35 47.     (N)    102 17 40.     (W)     SCALED    
 FM0834* NAVD 88     -      1036.124  (meters)    3399.35   (feet)  ADJUSTED  
 FM0834  ___________________________________________________________________
 FM0834  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 FM0834  DYNAMIC HT  -        1034.915 (meters)    3395.38  (feet)  COMP
 FM0834  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 FM0834
 FM0834  VERT ORDER  -  FIRST     CLASS II
 FM0834
 FM0834.The horizontal coordinates were scaled from a topographic map and have
 FM0834.an estimated accuracy of +/- 6 seconds.
 FM0834
 FM0834.The orthometric height was determined by differential leveling
 FM0834.and adjusted by the National Geodetic Survey in June 1991..
 FM0834
 FM0834.The geoid height was determined by GEOID03.
 FM0834
 FM0834.The dynamic height is computed by dividing the NAVD 88
 FM0834.geopotential number by the normal gravity value computed on the
 FM0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0834.degrees latitude (g = 980.6199 gals.).
 FM0834
 FM0834.The modeled gravity was interpolated from observed gravity values.
 FM0834
 FM0834;                    North         East    Units  Estimated Accuracy
 FM0834;SPC TX N     - 1,177,390.      128,010.      MT  (+/- 180 meters Scaled)
 FM0834
 FM0834                          SUPERSEDED SURVEY CONTROL
 FM0834
 FM0834.No superseded survey control is available for this station.
 FM0834
 FM0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV451425(NAD 83)
 FM0834_MARKER: I = METAL ROD
 FM0834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0834_SP_SET: STAINLESS STEEL ROD
 FM0834_STAMPING: Q 1493 1985
 FM0834_MARK LOGO: NGS   
 FM0834_PROJECTION: FLUSH
 FM0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0834_ROD/PIPE-DEPTH: 7.6  meters
 FM0834
 FM0834  HISTORY     - Date     Condition        Report By
 FM0834  HISTORY     - 1985     MONUMENTED       NGS
 FM0834
 FM0834                          STATION DESCRIPTION
 FM0834
 FM0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0834'58.0 KM (36.05 MI) SOUT FROM DALHART.
 FM0834'58.0 KM (36.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0834'WITH U.S. HIGHWAY 54 IN DALHART, 162.8 M (534.1 FT) NORTHWEST OF THE
 FM0834'NORTHWEST CORNER OF A HIGHWAY BRIDGE OVER CHEYENNE CREEK, 20.6 M (67.6
 FM0834'FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, AND 14.0 M (45.9 FT)
 FM0834'SOUTHEAST OF THE CENTER OF A GATE AND FIELD ENTRANCE.  NOTE--ACCESS TO
 FM0834'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0834'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 FM0834'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0842 ***********************************************************************
 FM0842  DESIGNATION -  Q 1494
 FM0842  PID         -  FM0842
 FM0842  STATE/COUNTY-  TX/HARTLEY
 FM0842  USGS QUAD   -  HARTLEY SE (1963)
 FM0842
 FM0842                         *CURRENT SURVEY CONTROL
 FM0842  ___________________________________________________________________
 FM0842* NAD 83(1986)-  35 45 21.     (N)    102 19 20.     (W)     SCALED    
 FM0842* NAVD 88     -      1196.572  (meters)    3925.75   (feet)  ADJUSTED  
 FM0842  ___________________________________________________________________
 FM0842  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 FM0842  DYNAMIC HT  -        1195.156 (meters)    3921.11  (feet)  COMP
 FM0842  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 FM0842
 FM0842  VERT ORDER  -  FIRST     CLASS II
 FM0842
 FM0842.The horizontal coordinates were scaled from a topographic map and have
 FM0842.an estimated accuracy of +/- 6 seconds.
 FM0842
 FM0842.The orthometric height was determined by differential leveling
 FM0842.and adjusted by the National Geodetic Survey in June 1991..
 FM0842
 FM0842.The geoid height was determined by GEOID03.
 FM0842
 FM0842.The dynamic height is computed by dividing the NAVD 88
 FM0842.geopotential number by the normal gravity value computed on the
 FM0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0842.degrees latitude (g = 980.6199 gals.).
 FM0842
 FM0842.The modeled gravity was interpolated from observed gravity values.
 FM0842
 FM0842;                    North         East    Units  Estimated Accuracy
 FM0842;SPC TX N     - 1,195,100.      125,640.      MT  (+/- 180 meters Scaled)
 FM0842
 FM0842                          SUPERSEDED SURVEY CONTROL
 FM0842
 FM0842.No superseded survey control is available for this station.
 FM0842
 FM0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV421601(NAD 83)
 FM0842_MARKER: I = METAL ROD
 FM0842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0842_SP_SET: STAINLESS STEEL ROD
 FM0842_STAMPING: Q 1494 1985
 FM0842_MARK LOGO: NGS   
 FM0842_PROJECTION: FLUSH
 FM0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0842_ROD/PIPE-DEPTH: 8.5  meters
 FM0842
 FM0842  HISTORY     - Date     Condition        Report By
 FM0842  HISTORY     - 1985     MONUMENTED       NGS
 FM0842
 FM0842                          STATION DESCRIPTION
 FM0842
 FM0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0842'38.9 KM (24.2 MI) SOUTH FROM DALHART.
 FM0842'38.9 KM (24.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0842'WITH U.S. HIGHWAY 54 IN DALHART, 2.5 KM (1.55 MI) NORTH OF FARM ROAD
 FM0842'722, 15.6 M (51.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 FM0842'4.2 M (13.8 FT) SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 FM0842'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0842'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0842'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2532 ***********************************************************************
 CS2532  DESIGNATION -  Q 1495
 CS2532  PID         -  CS2532
 CS2532  STATE/COUNTY-  TX/DALLAS
 CS2532  USGS QUAD   -  DALLAS (1981)
 CS2532
 CS2532                         *CURRENT SURVEY CONTROL
 CS2532  ___________________________________________________________________
 CS2532* NAD 83(1986)-  32 50 30.     (N)    096 45 43.     (W)     SCALED    
 CS2532* NAVD 88     -       173.094  (meters)     567.89   (feet)  ADJUSTED  
 CS2532  ___________________________________________________________________
 CS2532  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CS2532  DYNAMIC HT  -         172.899 (meters)     567.25  (feet)  COMP
 CS2532  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 CS2532
 CS2532  VERT ORDER  -  FIRST     CLASS II
 CS2532
 CS2532.The horizontal coordinates were scaled from a topographic map and have
 CS2532.an estimated accuracy of +/- 6 seconds.
 CS2532
 CS2532.The orthometric height was determined by differential leveling
 CS2532.and adjusted by the National Geodetic Survey in June 1991..
 CS2532
 CS2532.The geoid height was determined by GEOID03.
 CS2532
 CS2532.The dynamic height is computed by dividing the NAVD 88
 CS2532.geopotential number by the normal gravity value computed on the
 CS2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2532.degrees latitude (g = 980.6199 gals.).
 CS2532
 CS2532.The modeled gravity was interpolated from observed gravity values.
 CS2532
 CS2532;                    North         East    Units  Estimated Accuracy
 CS2532;SPC TXNC     - 2,131,640.      762,690.      MT  (+/- 180 meters Scaled)
 CS2532
 CS2532                          SUPERSEDED SURVEY CONTROL
 CS2532
 CS2532.No superseded survey control is available for this station.
 CS2532
 CS2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB094359(NAD 83)
 CS2532_MARKER: DB = BENCH MARK DISK
 CS2532_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2532_SP_SET: PIER
 CS2532_STAMPING: Q 1495 1986
 CS2532_MARK LOGO: NGS   
 CS2532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2532
 CS2532  HISTORY     - Date     Condition        Report By
 CS2532  HISTORY     - 1986     MONUMENTED       NGS
 CS2532  HISTORY     - 20060531 MARK NOT FOUND   HALFF
 CS2532
 CS2532                          STATION DESCRIPTION
 CS2532
 CS2532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2532'IN DALLAS.
 CS2532'IN DALLAS, AT THE INTERSECTION OF THE MISSOURI KANSAS TEXAS RAILROAD
 CS2532'AND SKILLMAN STREET, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 CS2532'SOUTHERLY 1 OF 5 COLUMNS OF THE CENTER PIER OF THE RAILROAD OVERPASS
 CS2532'OF THE STREET, 4.9 M (16.1 FT) SOUTH OF THE CENTER OF THE OVERPASS,
 CS2532'AND 4.7 M (15.4 FT) WEST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 CS2532'THE STREET.
 CS2532'THE MARK IS 1.4 M ABOVE THE GROUND.
 CS2532
 CS2532                          STATION RECOVERY (2006)
 CS2532
 CS2532'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2006 (GSK)
 CS2532'DART ROW (FORMERLY MISSOURI KANSAS TEXAS RAILROAD) NEW BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2541 ***********************************************************************
 CS2541  DESIGNATION -  Q 1496
 CS2541  PID         -  CS2541
 CS2541  STATE/COUNTY-  TX/DALLAS
 CS2541  USGS QUAD   -  DALLAS (1981)
 CS2541
 CS2541                         *CURRENT SURVEY CONTROL
 CS2541  ___________________________________________________________________
 CS2541* NAD 83(1986)-  32 45 36.     (N)    096 51 40.     (W)     SCALED    
 CS2541* NAVD 88     -       171.275  (meters)     561.92   (feet)  ADJUSTED  
 CS2541  ___________________________________________________________________
 CS2541  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CS2541  DYNAMIC HT  -         171.078 (meters)     561.28  (feet)  COMP
 CS2541  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 CS2541
 CS2541  VERT ORDER  -  FIRST     CLASS II
 CS2541
 CS2541.The horizontal coordinates were scaled from a topographic map and have
 CS2541.an estimated accuracy of +/- 6 seconds.
 CS2541
 CS2541.The orthometric height was determined by differential leveling
 CS2541.and adjusted by the National Geodetic Survey in June 1991..
 CS2541
 CS2541.The geoid height was determined by GEOID03.
 CS2541
 CS2541.The dynamic height is computed by dividing the NAVD 88
 CS2541.geopotential number by the normal gravity value computed on the
 CS2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2541.degrees latitude (g = 980.6199 gals.).
 CS2541
 CS2541.The modeled gravity was interpolated from observed gravity values.
 CS2541
 CS2541;                    North         East    Units  Estimated Accuracy
 CS2541;SPC TXNC     - 2,122,440.      753,550.      MT  (+/- 180 meters Scaled)
 CS2541
 CS2541                          SUPERSEDED SURVEY CONTROL
 CS2541
 CS2541.No superseded survey control is available for this station.
 CS2541
 CS2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB003267(NAD 83)
 CS2541_MARKER: I = METAL ROD
 CS2541_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2541+WITH SETTING: INFORMATION.
 CS2541_SP_SET: SHALLOW-SET METAL ROD
 CS2541_STAMPING: Q 1496 1986
 CS2541_MARK LOGO: NGS   
 CS2541_PROJECTION: RECESSED 1 CENTIMETERS
 CS2541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2541+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 CS2541_ROD/PIPE-DEPTH: 1.9  meters
 CS2541
 CS2541  HISTORY     - Date     Condition        Report By
 CS2541  HISTORY     - 1986     MONUMENTED       NGS
 CS2541  HISTORY     - 20030414 GOOD             INDIV
 CS2541  HISTORY     - 20030414 GOOD             TX1730
 CS2541
 CS2541                          STATION DESCRIPTION
 CS2541
 CS2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2541'IN DALLAS.
 CS2541'IN DALLAS, AT THE INTERSECTION OF FORT WORTH AVENUE AND WALTER DRIVE,
 CS2541'10.8 M (35.4 FT) NORTH OF THE CENTER OF THE SOUTHWEST BOUND LANES OF
 CS2541'THE AVENUE, 9.2 M (30.2 FT) NORTHEAST OF THE CENTER OF THE DRIVE,
 CS2541'3.6 M (11.8 FT) NORTHWEST OF A FIRE HYDRANT, AND 0.8 M (2.6 FT)
 CS2541'NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 CS2541'THROUGH A 5-INCH LOGO CAP.
 CS2541'THE MARK IS 0.2 M ABOVE A FRONTAGE ROAD.
 CS2541
 CS2541                          STATION RECOVERY (2003)
 CS2541
 CS2541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 CS2541'LAT 32 45 36.6, LONG 96 51 40.0 PER HANDHELD GPS (NAD 83)
 CS2541
 CS2541                          STATION RECOVERY (2003)
 CS2541
 CS2541'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS2541'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1007 ***********************************************************************
 DN1007  DESIGNATION -  Q 1497
 DN1007  PID         -  DN1007
 DN1007  STATE/COUNTY-  TX/HUNT
 DN1007  USGS QUAD   -  GREENVILLE NW (1962)
 DN1007
 DN1007                         *CURRENT SURVEY CONTROL
 DN1007  ___________________________________________________________________
 DN1007* NAD 83(1986)-  33 14 09.     (N)    096 10 00.     (W)     SCALED    
 DN1007* NAVD 88     -       183.056  (meters)     600.58   (feet)  ADJUSTED  
 DN1007  ___________________________________________________________________
 DN1007  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN1007  DYNAMIC HT  -         182.858 (meters)     599.93  (feet)  COMP
 DN1007  MODELED GRAV-     979,553.7   (mgal)                       NAVD 88
 DN1007
 DN1007  VERT ORDER  -  FIRST     CLASS II
 DN1007
 DN1007.The horizontal coordinates were scaled from a topographic map and have
 DN1007.an estimated accuracy of +/- 6 seconds.
 DN1007
 DN1007.The orthometric height was determined by differential leveling
 DN1007.and adjusted by the National Geodetic Survey in June 1991..
 DN1007
 DN1007.The geoid height was determined by GEOID03.
 DN1007
 DN1007.The dynamic height is computed by dividing the NAVD 88
 DN1007.geopotential number by the normal gravity value computed on the
 DN1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1007.degrees latitude (g = 980.6199 gals.).
 DN1007
 DN1007.The modeled gravity was interpolated from observed gravity values.
 DN1007
 DN1007;                    North         East    Units  Estimated Accuracy
 DN1007;SPC TXNC     - 2,176,420.      817,430.      MT  (+/- 180 meters Scaled)
 DN1007
 DN1007                          SUPERSEDED SURVEY CONTROL
 DN1007
 DN1007.No superseded survey control is available for this station.
 DN1007
 DN1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB640810(NAD 83)
 DN1007_MARKER: I = METAL ROD
 DN1007_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1007_SP_SET: STAINLESS STEEL ROD
 DN1007_STAMPING: Q 1497 1986
 DN1007_MARK LOGO: NGS   
 DN1007_PROJECTION: FLUSH
 DN1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1007_ROD/PIPE-DEPTH: 5.6  meters
 DN1007
 DN1007  HISTORY     - Date     Condition        Report By
 DN1007  HISTORY     - 1986     MONUMENTED       NGS
 DN1007  HISTORY     - 19940418 GOOD             USPSQD
 DN1007
 DN1007                          STATION DESCRIPTION
 DN1007
 DN1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1007'13.1 KM (8.15 MI) NW FROM GREENVILLE.
 DN1007'13.1 KM (8.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE
 DN1007'COURTHOUSE IN GREENVILLE, 13.1 M (43.0 FT) NORTHEAST OF THE CENTERLINE
 DN1007'OF THE HIGHWAY, 7.8 M (25.6 FT) WEST OF A FENCE CORNER, 6.1 M (20.0
 DN1007'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, AND 4.8 M (15.7 FT) EAST
 DN1007'OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DN1007'5-INCH LOGO CAP.
 DN1007'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DN1007'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN1007
 DN1007                          STATION RECOVERY (1994)
 DN1007
 DN1007'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2517 ***********************************************************************
 CS2517  DESIGNATION -  Q 1498
 CS2517  PID         -  CS2517
 CS2517  STATE/COUNTY-  TX/ROCKWALL
 CS2517  USGS QUAD   -  ROCKWALL (1973)
 CS2517
 CS2517                         *CURRENT SURVEY CONTROL
 CS2517  ___________________________________________________________________
 CS2517* NAD 83(1986)-  32 53 24.     (N)    096 29 22.     (W)     SCALED    
 CS2517* NAVD 88     -       135.732  (meters)     445.31   (feet)  ADJUSTED  
 CS2517  ___________________________________________________________________
 CS2517  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS2517  DYNAMIC HT  -         135.583 (meters)     444.83  (feet)  COMP
 CS2517  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 CS2517
 CS2517  VERT ORDER  -  FIRST     CLASS II
 CS2517
 CS2517.The horizontal coordinates were scaled from a topographic map and have
 CS2517.an estimated accuracy of +/- 6 seconds.
 CS2517
 CS2517.The orthometric height was determined by differential leveling
 CS2517.and adjusted by the National Geodetic Survey in June 1991..
 CS2517
 CS2517.The geoid height was determined by GEOID03.
 CS2517
 CS2517.The dynamic height is computed by dividing the NAVD 88
 CS2517.geopotential number by the normal gravity value computed on the
 CS2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2517.degrees latitude (g = 980.6199 gals.).
 CS2517
 CS2517.The modeled gravity was interpolated from observed gravity values.
 CS2517
 CS2517;                    North         East    Units  Estimated Accuracy
 CS2517;SPC TXNC     - 2,137,460.      788,090.      MT  (+/- 180 meters Scaled)
 CS2517
 CS2517                          SUPERSEDED SURVEY CONTROL
 CS2517
 CS2517.No superseded survey control is available for this station.
 CS2517
 CS2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB348418(NAD 83)
 CS2517_MARKER: DB = BENCH MARK DISK
 CS2517_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2517_SP_SET: BRIDGE ABUTMENT
 CS2517_STAMPING: Q 1498 1986
 CS2517_MARK LOGO: NGS   
 CS2517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2517+STABILITY: POSITION/ELEVATION WELL
 CS2517
 CS2517  HISTORY     - Date     Condition        Report By
 CS2517  HISTORY     - 1986     MONUMENTED       NGS
 CS2517
 CS2517                          STATION DESCRIPTION
 CS2517
 CS2517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2517'7.1 KM (4.4 MI) SW FROM ROCKWALL.
 CS2517'2.7 KM (1.7 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 205 FROM ITS
 CS2517'JUNCTION WITH STATE HIGHWAY 66 IN ROCKWALL, THENCE 4.4 KM (2.75
 CS2517'MI)SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 30, IN TOP OF AND 0.2 M (0.7
 CS2517'FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 CS2517'OF THE MISSOURI KANSAS TEXAS RAILROAD BRIDGE SPANNING THE EAST FORK OF
 CS2517'THE TRINITY RIVER, 17.3 M (56.8 FT) NORTHWEST OF THE CENTERLINE OF THE
 CS2517'SOUTHWEST BOUND LANES OF THE HIGHWAY, AND 0.9 M (3.0 FT) SOUTHEAST OF
 CS2517'THE NEAR RAIL.
 CS2517'THE MARK IS 5.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5447 ***********************************************************************
 AW5447  DESIGNATION -  Q 1499
 AW5447  PID         -  AW5447
 AW5447  STATE/COUNTY-  TX/HARRIS
 AW5447  USGS QUAD   -  ADDICKS (1995)
 AW5447
 AW5447                         *CURRENT SURVEY CONTROL
 AW5447  ___________________________________________________________________
 AW5447* NAD 83(1986)-  29 48 53.     (N)    095 38 43.     (W)     SCALED    
 AW5447* NAVD 88     -        30.027  (meters)      98.51   (feet)  ADJUSTED  
 AW5447  ___________________________________________________________________
 AW5447  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW5447  DYNAMIC HT  -          29.986 (meters)      98.38  (feet)  COMP
 AW5447  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 AW5447
 AW5447  VERT ORDER  -  FIRST     CLASS II
 AW5447
 AW5447.The horizontal coordinates were scaled from a topographic map and have
 AW5447.an estimated accuracy of +/- 6 seconds.
 AW5447
 AW5447.The orthometric height was determined by differential leveling
 AW5447.and adjusted by the National Geodetic Survey in June 1991..
 AW5447
 AW5447.The geoid height was determined by GEOID03.
 AW5447
 AW5447.The dynamic height is computed by dividing the NAVD 88
 AW5447.geopotential number by the normal gravity value computed on the
 AW5447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5447.degrees latitude (g = 980.6199 gals.).
 AW5447
 AW5447.The modeled gravity was interpolated from observed gravity values.
 AW5447
 AW5447;                    North         East    Units  Estimated Accuracy
 AW5447;SPC TXSC     - 4,224,240.      924,210.      MT  (+/- 180 meters Scaled)
 AW5447
 AW5447                          SUPERSEDED SURVEY CONTROL
 AW5447
 AW5447  NGVD 29 (12/23/87)   30.020  (m)           98.49   (f) ADJUSTED    1 2
 AW5447
 AW5447.Superseded values are not recommended for survey control.
 AW5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5447.See file dsdata.txt to determine how the superseded data were derived.
 AW5447
 AW5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP443011(NAD 83)
 AW5447_MARKER: I = METAL ROD
 AW5447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5447_SP_SET: STAINLESS STEEL ROD
 AW5447_STAMPING: Q 1499 1986
 AW5447_MARK LOGO: NGS   
 AW5447_PROJECTION: FLUSH
 AW5447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5447+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AW5447_ROD/PIPE-DEPTH: 7.3  meters
 AW5447
 AW5447  HISTORY     - Date     Condition        Report By
 AW5447  HISTORY     - 1986     MONUMENTED       NGS
 AW5447  HISTORY     - 20040714 GOOD             USPSQD
 AW5447
 AW5447                          STATION DESCRIPTION
 AW5447
 AW5447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5447'3.3 KM (2.05 MI) NORTH FROM ADDICKS.
 AW5447'3.3 KM (2.05 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5447'WITH U.S. HIGHWAY 90 IN ADDICKS, 0.1 KM (0.05 MI) NORTH OF PATTERSON
 AW5447'ROAD, 30.8 M (101.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 AW5447'LANES OF THE HIGHWAY, 26.2 M (86.0 FT) SOUTH OF A FENCE CORNER, AND
 AW5447'3.7 M (12.1 FT) NORTH OF THE CENTER OF A GATE AND ENTRANCE TO A
 AW5447'CEMETARY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5447'CAP.
 AW5447'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 AW5447'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AW5447
 AW5447                          STATION RECOVERY (2004)
 AW5447
 AW5447'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5447'4 INCHES BELOW THE GRASS.  THE MEASUREMENTS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0565 ***********************************************************************
 CS0565  DESIGNATION -  Q 150
 CS0565  PID         -  CS0565
 CS0565  STATE/COUNTY-  TX/NAVARRO
 CS0565  USGS QUAD   -  CHATFIELD (1961)
 CS0565
 CS0565                         *CURRENT SURVEY CONTROL
 CS0565  ___________________________________________________________________
 CS0565* NAD 83(1986)-  32 09 17.     (N)    096 28 40.     (W)     SCALED    
 CS0565* NAVD 88     -       109.677  (meters)     359.83   (feet)  ADJUSTED  
 CS0565  ___________________________________________________________________
 CS0565  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CS0565  DYNAMIC HT  -         109.549 (meters)     359.41  (feet)  COMP
 CS0565  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 CS0565
 CS0565  VERT ORDER  -  SECOND    CLASS 0
 CS0565
 CS0565.The horizontal coordinates were scaled from a topographic map and have
 CS0565.an estimated accuracy of +/- 6 seconds.
 CS0565
 CS0565.The orthometric height was determined by differential leveling
 CS0565.and adjusted by the National Geodetic Survey in June 1991..
 CS0565.WARNING-Repeat measurements at this control monument indicate possible
 CS0565.vertical movement.
 CS0565
 CS0565.The geoid height was determined by GEOID03.
 CS0565
 CS0565.The dynamic height is computed by dividing the NAVD 88
 CS0565.geopotential number by the normal gravity value computed on the
 CS0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0565.degrees latitude (g = 980.6199 gals.).
 CS0565
 CS0565.The modeled gravity was interpolated from observed gravity values.
 CS0565
 CS0565;                    North         East    Units  Estimated Accuracy
 CS0565;SPC TXNC     - 2,055,960.      790,750.      MT  (+/- 180 meters Scaled)
 CS0565
 CS0565                          SUPERSEDED SURVEY CONTROL
 CS0565
 CS0565  NGVD 29 (??/??/92)  109.679  (m)          359.84   (f) ADJ UNCH    2 0
 CS0565
 CS0565.Superseded values are not recommended for survey control.
 CS0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0565.See file dsdata.txt to determine how the superseded data were derived.
 CS0565
 CS0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA378603(NAD 83)
 CS0565_MARKER: DB = BENCH MARK DISK
 CS0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0565_SP_SET: CULVERT
 CS0565_STAMPING: Q 150 1933 359.770
 CS0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0565
 CS0565  HISTORY     - Date     Condition        Report By
 CS0565  HISTORY     - 1933     MONUMENTED       CGS
 CS0565  HISTORY     - 1947     GOOD             NGS
 CS0565
 CS0565                          STATION DESCRIPTION
 CS0565
 CS0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0565'4.5 MI N FROM CORSICANA.
 CS0565'4.5 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD TRACK FROM
 CS0565'THE UNION STATION AT CORSICANA, ALSO 6.3 MILES SOUTH ALONG THE TRACK
 CS0565'FROM THE STATION AT RICE, AT A DIRT ROAD CROSSING, 7 POLES SOUTH OF
 CS0565'MILE POST NO. 215, 90.0 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 17.0
 CS0565'FEET EAST OF THE EAST RAIL, SET IN TOP OF THE NORTH END OF THE EAST
 CS0565'HEAD-WALL OF A 2X4 FOOT CONCRETE CULVERT (CULVERT NO. 214.77) UNDER
 CS0565'THE TRACK, ABOUT 8 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5502 ***********************************************************************
 AW5502  DESIGNATION -  Q 1500
 AW5502  PID         -  AW5502
 AW5502  STATE/COUNTY-  TX/HARRIS
 AW5502  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW5502
 AW5502                         *CURRENT SURVEY CONTROL
 AW5502  ___________________________________________________________________
 AW5502* NAD 83(1986)-  29 49 13.     (N)    095 26 43.     (W)     SCALED    
 AW5502* NAVD 88     -        20.060  (meters)      65.81   (feet)  ADJUSTED  
 AW5502  ___________________________________________________________________
 AW5502  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW5502  DYNAMIC HT  -          20.033 (meters)      65.72  (feet)  COMP
 AW5502  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AW5502
 AW5502  VERT ORDER  -  FIRST     CLASS II
 AW5502
 AW5502.The horizontal coordinates were scaled from a topographic map and have
 AW5502.an estimated accuracy of +/- 6 seconds.
 AW5502
 AW5502.The orthometric height was determined by differential leveling
 AW5502.and adjusted by the National Geodetic Survey in June 1991..
 AW5502
 AW5502.The geoid height was determined by GEOID03.
 AW5502
 AW5502.The dynamic height is computed by dividing the NAVD 88
 AW5502.geopotential number by the normal gravity value computed on the
 AW5502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5502.degrees latitude (g = 980.6199 gals.).
 AW5502
 AW5502.The modeled gravity was interpolated from observed gravity values.
 AW5502
 AW5502;                    North         East    Units  Estimated Accuracy
 AW5502;SPC TXSC     - 4,225,430.      943,510.      MT  (+/- 180 meters Scaled)
 AW5502
 AW5502                          SUPERSEDED SURVEY CONTROL
 AW5502
 AW5502  NGVD 29 (12/23/87)   20.055  (m)           65.80   (f) ADJUSTED    1 2
 AW5502
 AW5502.Superseded values are not recommended for survey control.
 AW5502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5502.See file dsdata.txt to determine how the superseded data were derived.
 AW5502
 AW5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP636013(NAD 83)
 AW5502_MARKER: I = METAL ROD
 AW5502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5502_SP_SET: STAINLESS STEEL ROD
 AW5502_STAMPING: Q 1500 1986
 AW5502_MARK LOGO: NGS   
 AW5502_PROJECTION: FLUSH
 AW5502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5502+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 AW5502_ROD/PIPE-DEPTH: 8.0  meters
 AW5502
 AW5502  HISTORY     - Date     Condition        Report By
 AW5502  HISTORY     - 1986     MONUMENTED       NGS
 AW5502  HISTORY     - 20040712 GOOD             USPSQD
 AW5502
 AW5502                          STATION DESCRIPTION
 AW5502
 AW5502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5502'IN HOUSTON.
 AW5502'IN HOUSTON, AT THE INTERSECTION OF EAST T C JESTER BOULEVARD AND THE
 AW5502'BURLINGTON NORTHERN RAILROAD, 23.8 M (78.1 FT) NORTH OF THE NEAR RAIL,
 AW5502'8.2 M (26.9 FT) WEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 AW5502'THE BOULEVARD, 1.9 M (6.2 FT) EAST OF A FENCE, AND 1.2 M (3.9 FT)
 AW5502'NORTH OF UTILITY POLE NUMBER 33506.  NOTE--ACCESS TO DATUM POINT IS
 AW5502'HAD THROUGH A 5-INCH LOGO CAP.
 AW5502'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5502'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 AW5502
 AW5502                          STATION RECOVERY (2004)
 AW5502
 AW5502'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5502'GO TO N29 49 11.9 W095 26 41.0 THE WRITTEN DESCRIPTION IS GOOD BUT THE
 AW5502'GP IS OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0987 ***********************************************************************
 DN0987  DESIGNATION -  Q 1501
 DN0987  PID         -  DN0987
 DN0987  STATE/COUNTY-  TX/GRAYSON
 DN0987  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0987
 DN0987                         *CURRENT SURVEY CONTROL
 DN0987  ___________________________________________________________________
 DN0987* NAD 83(1986)-  33 35 33.     (N)    096 24 09.     (W)     SCALED    
 DN0987* NAVD 88     -       228.656  (meters)     750.18   (feet)  ADJUSTED  
 DN0987  ___________________________________________________________________
 DN0987  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DN0987  DYNAMIC HT  -         228.410 (meters)     749.38  (feet)  COMP
 DN0987  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 DN0987
 DN0987  VERT ORDER  -  FIRST     CLASS II
 DN0987
 DN0987.The horizontal coordinates were scaled from a topographic map and have
 DN0987.an estimated accuracy of +/- 6 seconds.
 DN0987
 DN0987.The orthometric height was determined by differential leveling
 DN0987.and adjusted by the National Geodetic Survey in June 1991..
 DN0987
 DN0987.The geoid height was determined by GEOID03.
 DN0987
 DN0987.The dynamic height is computed by dividing the NAVD 88
 DN0987.geopotential number by the normal gravity value computed on the
 DN0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0987.degrees latitude (g = 980.6199 gals.).
 DN0987
 DN0987.The modeled gravity was interpolated from observed gravity values.
 DN0987
 DN0987;                    North         East    Units  Estimated Accuracy
 DN0987;SPC TXNC     - 2,215,500.      794,670.      MT  (+/- 180 meters Scaled)
 DN0987
 DN0987                          SUPERSEDED SURVEY CONTROL
 DN0987
 DN0987.No superseded survey control is available for this station.
 DN0987
 DN0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC410199(NAD 83)
 DN0987_MARKER: I = METAL ROD
 DN0987_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0987_SP_SET: STAINLESS STEEL ROD
 DN0987_STAMPING: Q 1501 1986
 DN0987_MARK LOGO: NGS   
 DN0987_PROJECTION: FLUSH
 DN0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0987_ROD/PIPE-DEPTH: 7.3  meters
 DN0987
 DN0987  HISTORY     - Date     Condition        Report By
 DN0987  HISTORY     - 1986     MONUMENTED       NGS
 DN0987
 DN0987                          STATION DESCRIPTION
 DN0987
 DN0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0987'23.3 KM (14.5 MI) SE FROM DENISON.
 DN0987'23.3 KM (14.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS
 DN0987'JUNCTION WITH FARM ROAD 120 IN DENISON, 28.5 M (93.5 FT) NORTH OF THE
 DN0987'CENTER OF THE HEADWALL OF A CONCRETE CULVERT, 16.1 M (52.8 FT) EAST OF
 DN0987'THE CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT) NORTH-NORTHWEST OF
 DN0987'UTILITY POLE NUMBER 397.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DN0987'5-INCH LOGO CAP.
 DN0987'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DN0987'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1993 ***********************************************************************
 BL1993  DESIGNATION -  Q 1502
 BL1993  PID         -  BL1993
 BL1993  STATE/COUNTY-  TX/HARRIS
 BL1993  USGS QUAD   -  TOMBALL (1979)
 BL1993
 BL1993                         *CURRENT SURVEY CONTROL
 BL1993  ___________________________________________________________________
 BL1993* NAD 83(1986)-  30 00 48.     (N)    095 35 25.     (W)     SCALED    
 BL1993* NAVD 88     -        43.142  (meters)     141.54   (feet)  ADJUSTED  
 BL1993  ___________________________________________________________________
 BL1993  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1993  DYNAMIC HT  -          43.084 (meters)     141.35  (feet)  COMP
 BL1993  MODELED GRAV-     979,291.4   (mgal)                       NAVD 88
 BL1993
 BL1993  VERT ORDER  -  FIRST     CLASS II
 BL1993
 BL1993.The horizontal coordinates were scaled from a topographic map and have
 BL1993.an estimated accuracy of +/- 6 seconds.
 BL1993
 BL1993.The orthometric height was determined by differential leveling
 BL1993.and adjusted by the National Geodetic Survey in June 1991..
 BL1993
 BL1993.The geoid height was determined by GEOID03.
 BL1993
 BL1993.The dynamic height is computed by dividing the NAVD 88
 BL1993.geopotential number by the normal gravity value computed on the
 BL1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1993.degrees latitude (g = 980.6199 gals.).
 BL1993
 BL1993.The modeled gravity was interpolated from observed gravity values.
 BL1993
 BL1993;                    North         East    Units  Estimated Accuracy
 BL1993;SPC TXSC     - 4,246,400.      928,880.      MT  (+/- 180 meters Scaled)
 BL1993
 BL1993                          SUPERSEDED SURVEY CONTROL
 BL1993
 BL1993  NGVD 29 (12/23/87)   43.136  (m)          141.52   (f) ADJUSTED    1 2
 BL1993
 BL1993.Superseded values are not recommended for survey control.
 BL1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1993.See file dsdata.txt to determine how the superseded data were derived.
 BL1993
 BL1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP501230(NAD 83)
 BL1993_MARKER: I = METAL ROD
 BL1993_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1993_SP_SET: STAINLESS STEEL ROD
 BL1993_STAMPING: Q 1502 1986
 BL1993_MARK LOGO: NGS   
 BL1993_PROJECTION: FLUSH
 BL1993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1993_ROD/PIPE-DEPTH: 10.0 meters
 BL1993
 BL1993  HISTORY     - Date     Condition        Report By
 BL1993  HISTORY     - 1986     MONUMENTED       NGS
 BL1993
 BL1993                          STATION DESCRIPTION
 BL1993
 BL1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL1993'12.6 KM (7.8 MI) NE FROM CYPRESS.
 BL1993'12.6 KM (7.85 MI) NORTHEASTERLY ALONG SPRING-CYPRESS ROAD FROM ITS
 BL1993'JUNCTION WITH U.S. HIGHWAY 290 IN CYPRESS, 75.3 M (247.0 FT) NORTH OF
 BL1993'THE CENTERLINE OF THE ROAD, 29.7 M (97.4 FT) NORTHWEST OF THE CENTER
 BL1993'OF A DRIVEWAY, 21.5 M (70.5 FT) NORTHEAST OF THE CENTERLINE THE
 BL1993'NORTHWEST BOUND LANES OF TOM BALL PARKWAY, AND 1.0 M (3.4 FT)
 BL1993'SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 BL1993'THROUGH A 5-INCH LOGO CAP.
 BL1993'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 BL1993'THE MARK IS 0.3 M BELOW THE PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5528 ***********************************************************************
 AW5528  DESIGNATION -  Q 1503
 AW5528  PID         -  AW5528
 AW5528  STATE/COUNTY-  TX/HARRIS
 AW5528  USGS QUAD   -  JACINTO CITY (1982)
 AW5528
 AW5528                         *CURRENT SURVEY CONTROL
 AW5528  ___________________________________________________________________
 AW5528* NAD 83(1986)-  29 46 03.     (N)    095 14 50.     (W)     SCALED    
 AW5528* NAVD 88     -         9.703  (meters)      31.83   (feet)  ADJUSTED  
 AW5528  ___________________________________________________________________
 AW5528  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW5528  DYNAMIC HT  -           9.690 (meters)      31.79  (feet)  COMP
 AW5528  MODELED GRAV-     979,287.8   (mgal)                       NAVD 88
 AW5528
 AW5528  VERT ORDER  -  FIRST     CLASS II
 AW5528
 AW5528.The horizontal coordinates were scaled from a topographic map and have
 AW5528.an estimated accuracy of +/- 6 seconds.
 AW5528
 AW5528.The orthometric height was determined by differential leveling
 AW5528.and adjusted by the National Geodetic Survey in June 1991..
 AW5528
 AW5528.The geoid height was determined by GEOID03.
 AW5528
 AW5528.The dynamic height is computed by dividing the NAVD 88
 AW5528.geopotential number by the normal gravity value computed on the
 AW5528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5528.degrees latitude (g = 980.6199 gals.).
 AW5528
 AW5528.The modeled gravity was interpolated from observed gravity values.
 AW5528
 AW5528;                    North         East    Units  Estimated Accuracy
 AW5528;SPC TXSC     - 4,220,180.      962,830.      MT  (+/- 180 meters Scaled)
 AW5528
 AW5528                          SUPERSEDED SURVEY CONTROL
 AW5528
 AW5528  NGVD 29 (12/23/87)    9.700  (m)           31.82   (f) ADJUSTED    1 2
 AW5528
 AW5528.Superseded values are not recommended for survey control.
 AW5528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5528.See file dsdata.txt to determine how the superseded data were derived.
 AW5528
 AW5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN827951(NAD 83)
 AW5528_MARKER: I = METAL ROD
 AW5528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5528_SP_SET: STAINLESS STEEL ROD
 AW5528_STAMPING: Q 1503 1987
 AW5528_MARK LOGO: NGS   
 AW5528_PROJECTION: FLUSH
 AW5528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5528_ROD/PIPE-DEPTH: 6.1  meters
 AW5528
 AW5528  HISTORY     - Date     Condition        Report By
 AW5528  HISTORY     - 1987     MONUMENTED       NGS
 AW5528  HISTORY     - 19981017 GOOD             USPSQD
 AW5528
 AW5528                          STATION DESCRIPTION
 AW5528
 AW5528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5528'IN JACINTO CITY.
 AW5528'IN JACINTO CITY, ALONG MARKET STREET ON THE PROPERTY OF THE JACINTO
 AW5528'CITY CITY HALL, 22.86 METERS (75.0 FT) NORTH OF THE CENTERLINE OF THE
 AW5528'WESTBOUND LANE OF MARKET STREET, 9.91 METERS (32.5 FT) EAST OF THE
 AW5528'CENTER OF MERCURY STREET, 3.72 METERS (12.2 FT) WEST OF THE SOUTHWEST
 AW5528'CORNER OF CITY HALL, 1.43 METERS (4.7 FT) EAST OF THE EAST EDGE OF THE
 AW5528'NORTH-SOUTH SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5528'5-INCH LOGO CAP.
 AW5528'THE MARK IS ABOVE LEVEL WITH MARKET STREET.
 AW5528
 AW5528                          STATION RECOVERY (1998)
 AW5528
 AW5528'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5417 ***********************************************************************
 AW5417  DESIGNATION -  Q 1504
 AW5417  PID         -  AW5417
 AW5417  STATE/COUNTY-  TX/HARRIS
 AW5417  USGS QUAD   -  BELLAIRE (1995)
 AW5417
 AW5417                         *CURRENT SURVEY CONTROL
 AW5417  ___________________________________________________________________
 AW5417* NAD 83(1986)-  29 38 50.     (N)    095 27 47.     (W)     SCALED    
 AW5417* NAVD 88     -        18.641  (meters)      61.16   (feet)  ADJUSTED  
 AW5417  ___________________________________________________________________
 AW5417  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW5417  DYNAMIC HT  -          18.615 (meters)      61.07  (feet)  COMP
 AW5417  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 AW5417
 AW5417  VERT ORDER  -  FIRST     CLASS II
 AW5417
 AW5417.The horizontal coordinates were scaled from a topographic map and have
 AW5417.an estimated accuracy of +/- 6 seconds.
 AW5417
 AW5417.The orthometric height was determined by differential leveling
 AW5417.and adjusted by the National Geodetic Survey in September 1996..
 AW5417
 AW5417.The geoid height was determined by GEOID03.
 AW5417
 AW5417.The dynamic height is computed by dividing the NAVD 88
 AW5417.geopotential number by the normal gravity value computed on the
 AW5417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5417.degrees latitude (g = 980.6199 gals.).
 AW5417
 AW5417.The modeled gravity was interpolated from observed gravity values.
 AW5417
 AW5417;                    North         East    Units  Estimated Accuracy
 AW5417;SPC TXSC     - 4,206,210.      942,370.      MT  (+/- 180 meters Scaled)
 AW5417
 AW5417                          SUPERSEDED SURVEY CONTROL
 AW5417
 AW5417  NAVD 88 (06/15/91)   18.854  (m)           61.86   (f) UNKNOWN     1 2
 AW5417  NGVD 29 (12/23/87)   18.849  (m)           61.84   (f) ADJUSTED    1 2
 AW5417
 AW5417.Superseded values are not recommended for survey control.
 AW5417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5417.See file dsdata.txt to determine how the superseded data were derived.
 AW5417
 AW5417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN615822(NAD 83)
 AW5417_MARKER: I = METAL ROD
 AW5417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5417_SP_SET: STAINLESS STEEL ROD
 AW5417_STAMPING: Q 1504 1986
 AW5417_MARK LOGO: NGS   
 AW5417_PROJECTION: FLUSH
 AW5417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5417_ROD/PIPE-DEPTH: 8.5  meters
 AW5417
 AW5417  HISTORY     - Date     Condition        Report By
 AW5417  HISTORY     - 1986     MONUMENTED       NGS
 AW5417  HISTORY     - 19940814 MARK NOT FOUND   USPSQD
 AW5417  HISTORY     - 19951009 GOOD             CHANCE
 AW5417
 AW5417                          STATION DESCRIPTION
 AW5417
 AW5417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5417'IN HOUSTON.
 AW5417'IN HOUSTON, AT THE JUNCTION OF SOUTH POST OAK ROAD AND US HIGHWAY 90
 AW5417'ALTERNATE (SOUTH MAIN STREET), ALSO 1.1 KM (0.7 MI) SOUTHWEST OF BENCH
 AW5417'MARK F 1279, ABOUT 46 METERS (150 FT) EAST OF THE CENTERLINE OF SOUTH
 AW5417'POST OAK ROAD, 1.7 METERS (5.6 FT) NORTHWEST OF THE NORTHWEST CURB OF
 AW5417'HIGHWAY 90 WESTBOUND, 14.0 METERS (46.0 FT) SOUTHEAST OF THE SOUTHEAST
 AW5417'RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 3.2 METERS (10.5 FT)
 AW5417'NORTH OF THE NORTH END OF A 20-INCH CONCRETE CULVERT, 2.1 METERS
 AW5417'(7.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HIGHWAY STORM DRAIN,
 AW5417'0.9 METER (3.0 FT) NORTHEAST OF A POWERLINE POLE.  NOTE--ACCESS TO
 AW5417'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5417'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW5417'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 AW5417
 AW5417                          STATION RECOVERY (1994)
 AW5417
 AW5417'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5417'MARK NOT FOUND.
 AW5417
 AW5417                          STATION RECOVERY (1995)
 AW5417
 AW5417'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5417'RECOVERED BY JEC 1995 RECOVERED BY JEC 1995 RECOVERED IN GOOD
 AW5417'CONDITION AS DESCRIBED EXCEPT TIE TO CONCRETE CULVERT SHOULD READ 3.2
 AW5417'M (10.5 FT) SOUTH OF NORTH END OF 20-INCH CONCRETE CULVERT AND THE TIE
 AW5417'TO NORTHWEST CORNER OF CONCRETE STORM DRAIN INLET SHOULD READ 1.2 M
 AW5417'(3.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HIGHWAY STORM DRAIN
 AW5417'INLET.  NOTE=WITNESS POINT HAS BEEN DESTROYED.  ADDITIONAL TIES
 AW5417'FOLLOW.  18.5 FT (5.6 M) WEST OF A ROAD INTERSECTION CAUTION SIGN. 159
 AW5417'FT (48.5 M) EAST OF RAILROAD SIGNAL WITH BARRICADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5485 ***********************************************************************
 AW5485  DESIGNATION -  Q 1505
 AW5485  PID         -  AW5485
 AW5485  STATE/COUNTY-  TX/FORT BEND
 AW5485  USGS QUAD   -  FULSHEAR (1980)
 AW5485
 AW5485                         *CURRENT SURVEY CONTROL
 AW5485  ___________________________________________________________________
 AW5485* NAD 83(1986)-  29 40 49.     (N)    095 57 57.     (W)     SCALED    
 AW5485* NAVD 88     -        34.533  (meters)     113.30   (feet)  ADJUSTED  
 AW5485  ___________________________________________________________________
 AW5485  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW5485  DYNAMIC HT  -          34.485 (meters)     113.14  (feet)  COMP
 AW5485  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 AW5485
 AW5485  VERT ORDER  -  FIRST     CLASS II
 AW5485
 AW5485.The horizontal coordinates were scaled from a topographic map and have
 AW5485.an estimated accuracy of +/- 6 seconds.
 AW5485
 AW5485.The orthometric height was determined by differential leveling
 AW5485.and adjusted by the National Geodetic Survey in June 1991..
 AW5485
 AW5485.The geoid height was determined by GEOID03.
 AW5485
 AW5485.The dynamic height is computed by dividing the NAVD 88
 AW5485.geopotential number by the normal gravity value computed on the
 AW5485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5485.degrees latitude (g = 980.6199 gals.).
 AW5485
 AW5485.The modeled gravity was interpolated from observed gravity values.
 AW5485
 AW5485;                    North         East    Units  Estimated Accuracy
 AW5485;SPC TXSC     - 4,208,500.      893,620.      MT  (+/- 180 meters Scaled)
 AW5485
 AW5485                          SUPERSEDED SURVEY CONTROL
 AW5485
 AW5485  NGVD 29 (12/23/87)   34.527  (m)          113.28   (f) ADJUSTED    1 2
 AW5485
 AW5485.Superseded values are not recommended for survey control.
 AW5485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5485.See file dsdata.txt to determine how the superseded data were derived.
 AW5485
 AW5485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN129870(NAD 83)
 AW5485_MARKER: I = METAL ROD
 AW5485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5485_SP_SET: STAINLESS STEEL ROD
 AW5485_STAMPING: Q 1505 1987
 AW5485_MARK LOGO: NGS   
 AW5485_PROJECTION: FLUSH
 AW5485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5485_ROD/PIPE-DEPTH: 17.1 meters
 AW5485
 AW5485  HISTORY     - Date     Condition        Report By
 AW5485  HISTORY     - 1987     MONUMENTED       NGS
 AW5485  HISTORY     - 19950108 GOOD             USPSQD
 AW5485
 AW5485                          STATION DESCRIPTION
 AW5485
 AW5485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5485'1.1 KM (0.7 MI) EAST FROM SIMONTON.
 AW5485'1.1 KM (0.7 MI) EAST ALONG FM ROAD 1093 FROM THE INTERSECTION OF FM
 AW5485'ROAD 1489 IN SIMONTON, IN THE SOUTHWEST CORNER OF THE JUNCTION OF ASH
 AW5485'ROAD, 17.3 METERS (56.7 FT) SOUTH OF THE CENTERLINE OF ROAD 1093,
 AW5485'7.7 METERS (25.5 FT) WEST OF THE CENTERLINE OF ASH ROAD, 2.9 METERS
 AW5485'(9.5 FT) WEST OF A POWER POLE, 2.0 METERS (6.5 FT) SOUTHEAST OF THE
 AW5485'CENTER OF A IRON MANHOLE COVER FOR BELL TELEPHONE, 0.5 METER (1.5 FT)
 AW5485'NORTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5485'LOGO CAP.
 AW5485'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5485'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW5485
 AW5485                          STATION RECOVERY (1995)
 AW5485
 AW5485'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2548 ***********************************************************************
 AX2548  DESIGNATION -  Q 1506
 AX2548  PID         -  AX2548
 AX2548  STATE/COUNTY-  TX/WHARTON
 AX2548  USGS QUAD   -  WHARTON (1980)
 AX2548
 AX2548                         *CURRENT SURVEY CONTROL
 AX2548  ___________________________________________________________________
 AX2548* NAD 83(1986)-  29 20 13.     (N)    096 05 33.     (W)     SCALED    
 AX2548* NAVD 88     -        29.342  (meters)      96.27   (feet)  ADJUSTED  
 AX2548  ___________________________________________________________________
 AX2548  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2548  DYNAMIC HT  -          29.301 (meters)      96.13  (feet)  COMP
 AX2548  MODELED GRAV-     979,244.6   (mgal)                       NAVD 88
 AX2548
 AX2548  VERT ORDER  -  FIRST     CLASS I
 AX2548
 AX2548.The horizontal coordinates were scaled from a topographic map and have
 AX2548.an estimated accuracy of +/- 6 seconds.
 AX2548
 AX2548.The orthometric height was determined by differential leveling
 AX2548.and adjusted by the National Geodetic Survey in June 1991..
 AX2548
 AX2548.The geoid height was determined by GEOID03.
 AX2548
 AX2548.The dynamic height is computed by dividing the NAVD 88
 AX2548.geopotential number by the normal gravity value computed on the
 AX2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2548.degrees latitude (g = 980.6199 gals.).
 AX2548
 AX2548.The modeled gravity was interpolated from observed gravity values.
 AX2548
 AX2548;                    North         East    Units  Estimated Accuracy
 AX2548;SPC TXSC     - 4,170,150.      882,310.      MT  (+/- 180 meters Scaled)
 AX2548
 AX2548                          SUPERSEDED SURVEY CONTROL
 AX2548
 AX2548  NGVD 29 (12/23/87)   29.343  (m)           96.27   (f) ADJUSTED    1 1
 AX2548
 AX2548.Superseded values are not recommended for survey control.
 AX2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2548.See file dsdata.txt to determine how the superseded data were derived.
 AX2548
 AX2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT823488(NAD 83)
 AX2548_MARKER: I = METAL ROD
 AX2548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2548_SP_SET: STAINLESS STEEL ROD
 AX2548_STAMPING: Q 1506 1987
 AX2548_MARK LOGO: NGS   
 AX2548_PROJECTION: FLUSH
 AX2548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2548_ROD/PIPE-DEPTH: 14.6 meters
 AX2548
 AX2548  HISTORY     - Date     Condition        Report By
 AX2548  HISTORY     - 1987     MONUMENTED       NGS
 AX2548  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2548
 AX2548                          STATION DESCRIPTION
 AX2548
 AX2548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2548'3.1 KM (1.9 MI) NORTH FROM WHARTON.
 AX2548'3.07 KM (1.91 MI) NORTH ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF
 AX2548'STATE HIGHWAY 60 IN WHARTON, 32.0 METERS (105 FT) EAST OF THE
 AX2548'CENTERLINE OF LOOP 183, 8.5 METERS (27.8 FT) NORTH OF THE CENTERLINE
 AX2548'OF MULBERRY STREET, 1.8 METERS (6.0 FT) EAST OF A POWER POLE.
 AX2548'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2548'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AX2548'THE MARK IS ABOVE LEVEL WITH LOOP 183.
 AX2548
 AX2548                          STATION RECOVERY (1990)
 AX2548
 AX2548'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX2548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5450 ***********************************************************************
 AW5450  DESIGNATION -  Q 1509
 AW5450  PID         -  AW5450
 AW5450  STATE/COUNTY-  TX/HARRIS
 AW5450  USGS QUAD   -  ADDICKS (1995)
 AW5450
 AW5450                         *CURRENT SURVEY CONTROL
 AW5450  ___________________________________________________________________
 AW5450* NAD 83(1986)-  29 50 22.     (N)    095 38 44.     (W)     SCALED    
 AW5450* NAVD 88     -        33.306  (meters)     109.27   (feet)  ADJUSTED  
 AW5450  ___________________________________________________________________
 AW5450  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AW5450  DYNAMIC HT  -          33.260 (meters)     109.12  (feet)  COMP
 AW5450  MODELED GRAV-     979,282.6   (mgal)                       NAVD 88
 AW5450
 AW5450  VERT ORDER  -  FIRST     CLASS II
 AW5450
 AW5450.The horizontal coordinates were scaled from a topographic map and have
 AW5450.an estimated accuracy of +/- 6 seconds.
 AW5450
 AW5450.The orthometric height was determined by differential leveling
 AW5450.and adjusted by the National Geodetic Survey in June 1991..
 AW5450
 AW5450.The geoid height was determined by GEOID03.
 AW5450
 AW5450.The dynamic height is computed by dividing the NAVD 88
 AW5450.geopotential number by the normal gravity value computed on the
 AW5450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5450.degrees latitude (g = 980.6199 gals.).
 AW5450
 AW5450.The modeled gravity was interpolated from observed gravity values.
 AW5450
 AW5450;                    North         East    Units  Estimated Accuracy
 AW5450;SPC TXSC     - 4,226,980.      924,100.      MT  (+/- 180 meters Scaled)
 AW5450
 AW5450                          SUPERSEDED SURVEY CONTROL
 AW5450
 AW5450  NGVD 29 (12/23/87)   33.298  (m)          109.25   (f) ADJUSTED    1 2
 AW5450
 AW5450.Superseded values are not recommended for survey control.
 AW5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5450.See file dsdata.txt to determine how the superseded data were derived.
 AW5450
 AW5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP443039(NAD 83)
 AW5450_MARKER: I = METAL ROD
 AW5450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5450_SP_SET: STAINLESS STEEL ROD
 AW5450_STAMPING: Q 1509 1986
 AW5450_MARK LOGO: NGS   
 AW5450_PROJECTION: RECESSED 2 CENTIMETERS
 AW5450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5450+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 AW5450_ROD/PIPE-DEPTH: 22.3 meters
 AW5450
 AW5450  HISTORY     - Date     Condition        Report By
 AW5450  HISTORY     - 1986     MONUMENTED       NGS
 AW5450  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW5450  HISTORY     - 20040715 GOOD             USPSQD
 AW5450
 AW5450                          STATION DESCRIPTION
 AW5450
 AW5450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5450'6.2 KM (3.85 MI) NORTH FROM ADDICKS.
 AW5450'6.2 KM (3.85 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5450'WITH U.S. HIGHWAY 90 IN ADDICKS, 18.4 M (60.4 FT) EAST OF THE
 AW5450'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 9.8 M (32.2 FT)
 AW5450'SOUTH OF THE CENTERLINE OF ASPENGLEN DRIVE, 4.6 M (15.1 FT) WEST OF
 AW5450'THE CENTER OF AN ENTRANCE TO THE DISCOUNT TIRE COMPANY, 4.0 M (13.1
 AW5450'FT) NORTH OF A UTILITY POLE WITH A LIGHT, 3.6 M (11.8 FT) SOUTHEAST OF
 AW5450'A FIRE HYDRANT, AND 0.4 M (1.3 FT) WEST OF A CURB.  NOTE--ACCESS TO
 AW5450'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5450'THE MARK IS 0.2 M ABOVE THE DRIVEWAY.
 AW5450
 AW5450                          STATION RECOVERY (1995)
 AW5450
 AW5450'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5450'MARK NOT FOUND.
 AW5450
 AW5450                          STATION RECOVERY (2004)
 AW5450
 AW5450'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0613 ***********************************************************************
 CS0613  DESIGNATION -  Q 151 RESET 1933
 CS0613  PID         -  CS0613
 CS0613  STATE/COUNTY-  TX/NAVARRO
 CS0613  USGS QUAD   -  KERENS (1981)
 CS0613
 CS0613                         *CURRENT SURVEY CONTROL
 CS0613  ___________________________________________________________________
 CS0613* NAD 83(1986)-  32 08 40.     (N)    096 08 13.     (W)     SCALED    
 CS0613* NAVD 88     -        97.138  (meters)     318.69   (feet)  ADJUSTED  
 CS0613  ___________________________________________________________________
 CS0613  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0613  DYNAMIC HT  -          97.026 (meters)     318.33  (feet)  COMP
 CS0613  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 CS0613
 CS0613  VERT ORDER  -  SECOND    CLASS 0
 CS0613
 CS0613.The horizontal coordinates were scaled from a topographic map and have
 CS0613.an estimated accuracy of +/- 6 seconds.
 CS0613
 CS0613.The orthometric height was determined by differential leveling
 CS0613.and adjusted by the National Geodetic Survey in June 1991..
 CS0613
 CS0613.The geoid height was determined by GEOID03.
 CS0613
 CS0613.The dynamic height is computed by dividing the NAVD 88
 CS0613.geopotential number by the normal gravity value computed on the
 CS0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0613.degrees latitude (g = 980.6199 gals.).
 CS0613
 CS0613.The modeled gravity was interpolated from observed gravity values.
 CS0613
 CS0613;                    North         East    Units  Estimated Accuracy
 CS0613;SPC TXNC     - 2,055,490.      822,920.      MT  (+/- 180 meters Scaled)
 CS0613
 CS0613                          SUPERSEDED SURVEY CONTROL
 CS0613
 CS0613  NGVD 29 (??/??/92)   97.148  (m)          318.73   (f) ADJ UNCH    2 0
 CS0613
 CS0613.Superseded values are not recommended for survey control.
 CS0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0613.See file dsdata.txt to determine how the superseded data were derived.
 CS0613
 CS0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA700600(NAD 83)
 CS0613_MARKER: DB = BENCH MARK DISK
 CS0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0613_STAMPING: 318.346 Q 151 RESET 1933
 CS0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0613+STABILITY: SURFACE MOTION
 CS0613
 CS0613  HISTORY     - Date     Condition        Report By
 CS0613  HISTORY     - 1947     MONUMENTED       CGS
 CS0613  HISTORY     - 1947     GOOD             NGS
 CS0613  HISTORY     - 1972     GOOD             LOCENG
 CS0613
 CS0613                          STATION DESCRIPTION
 CS0613
 CS0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0613'2.9 MI W FROM TRINIDAD.
 CS0613'2.9 MILES WEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 CS0613'STATION AT TRINIDAD, 19 POLES WEST OF MILE POST 601, 28 FEET EAST OF
 CS0613'THE CENTER LINE OF A DIRT ROAD, 19 FEET SOUTH OF THE CENTER LINE OF
 CS0613'THE RAILROAD, 2 FEET NORTH OF A 4X4 MARKER POST, AT THE DANIEL LAKE
 CS0613'ROAD CROSSING.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS0613'NOTE-- NO WITNESS POST.
 CS0613
 CS0613                          STATION RECOVERY (1972)
 CS0613
 CS0613'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5649 ***********************************************************************
 AW5649  DESIGNATION -  Q 1510
 AW5649  PID         -  AW5649
 AW5649  STATE/COUNTY-  TX/HARRIS
 AW5649  USGS QUAD   -  HARMASTON (1982)
 AW5649
 AW5649                         *CURRENT SURVEY CONTROL
 AW5649  ___________________________________________________________________
 AW5649* NAD 83(1986)-  29 56 58.     (N)    095 11 19.     (W)     SCALED    
 AW5649* NAVD 88     -        17.003  (meters)      55.78   (feet)  ADJUSTED  
 AW5649  ___________________________________________________________________
 AW5649  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW5649  DYNAMIC HT  -          16.980 (meters)      55.71  (feet)  COMP
 AW5649  MODELED GRAV-     979,298.7   (mgal)                       NAVD 88
 AW5649
 AW5649  VERT ORDER  -  FIRST     CLASS II
 AW5649
 AW5649.The horizontal coordinates were scaled from a topographic map and have
 AW5649.an estimated accuracy of +/- 6 seconds.
 AW5649
 AW5649.The orthometric height was determined by differential leveling
 AW5649.and adjusted by the National Geodetic Survey in June 1991..
 AW5649
 AW5649.The geoid height was determined by GEOID03.
 AW5649
 AW5649.The dynamic height is computed by dividing the NAVD 88
 AW5649.geopotential number by the normal gravity value computed on the
 AW5649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5649.degrees latitude (g = 980.6199 gals.).
 AW5649
 AW5649.The modeled gravity was interpolated from observed gravity values.
 AW5649
 AW5649;                    North         East    Units  Estimated Accuracy
 AW5649;SPC TXSC     - 4,240,520.      967,840.      MT  (+/- 180 meters Scaled)
 AW5649
 AW5649                          SUPERSEDED SURVEY CONTROL
 AW5649
 AW5649  NGVD 29 (12/23/87)   17.001  (m)           55.78   (f) ADJUSTED    1 2
 AW5649
 AW5649.Superseded values are not recommended for survey control.
 AW5649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5649.See file dsdata.txt to determine how the superseded data were derived.
 AW5649
 AW5649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP887151(NAD 83)
 AW5649_MARKER: I = METAL ROD
 AW5649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5649_SP_SET: STAINLESS STEEL ROD
 AW5649_STAMPING: Q 1510 1987
 AW5649_MARK LOGO: NGS   
 AW5649_PROJECTION: PROJECTING 2 CENTIMETERS
 AW5649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5649_ROD/PIPE-DEPTH: 9.5  meters
 AW5649
 AW5649  HISTORY     - Date     Condition        Report By
 AW5649  HISTORY     - 1987     MONUMENTED       NGS
 AW5649
 AW5649                          STATION DESCRIPTION
 AW5649
 AW5649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5649'8.6 KM (5.35 MI) NE FROM DYERSDALE.
 AW5649'8.6 KM (5.35 MI) NORTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 AW5649'FROM ITS JUNCTION WITH LAKE HOUSTON PARKWAY IN DYERSDALE, 81.7 M
 AW5649'(268.0 FT) NORTHEAST OF A FENCE CORNER, 42.4 M (139.1 FT) SOUTHEAST OF
 AW5649'THE CENTER OF A GRAVELED ROAD, 33.3 M (109.3 FT) NORTHEAST OF THE
 AW5649'EXTENDED CENTER OF A DIRT ROAD LEADING NORTHWEST TO 3 OIL STORAGE
 AW5649'TANKS, AND 14.4 M (47.2 FT) NORTHWEST OF THE NEAR RAIL.  NOTE--ACCESS
 AW5649'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5649'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 AW5649'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5624 ***********************************************************************
 AW5624  DESIGNATION -  Q 1511
 AW5624  PID         -  AW5624
 AW5624  STATE/COUNTY-  TX/HARRIS
 AW5624  USGS QUAD   -  ALDINE (1995)
 AW5624
 AW5624                         *CURRENT SURVEY CONTROL
 AW5624  ___________________________________________________________________
 AW5624* NAD 83(1986)-  29 57 52.     (N)    095 28 49.     (W)     SCALED    
 AW5624* NAVD 88     -        32.917  (meters)     108.00   (feet)  ADJUSTED  
 AW5624  ___________________________________________________________________
 AW5624  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW5624  DYNAMIC HT  -          32.872 (meters)     107.85  (feet)  COMP
 AW5624  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 AW5624
 AW5624  VERT ORDER  -  FIRST     CLASS II
 AW5624
 AW5624.The horizontal coordinates were scaled from a topographic map and have
 AW5624.an estimated accuracy of +/- 6 seconds.
 AW5624
 AW5624.The orthometric height was determined by differential leveling
 AW5624.and adjusted by the National Geodetic Survey in June 1991..
 AW5624
 AW5624.The geoid height was determined by GEOID03.
 AW5624
 AW5624.The dynamic height is computed by dividing the NAVD 88
 AW5624.geopotential number by the normal gravity value computed on the
 AW5624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5624.degrees latitude (g = 980.6199 gals.).
 AW5624
 AW5624.The modeled gravity was interpolated from observed gravity values.
 AW5624
 AW5624;                    North         East    Units  Estimated Accuracy
 AW5624;SPC TXSC     - 4,241,300.      939,650.      MT  (+/- 180 meters Scaled)
 AW5624
 AW5624                          SUPERSEDED SURVEY CONTROL
 AW5624
 AW5624  NGVD 29 (12/23/87)   32.913  (m)          107.98   (f) ADJUSTED    1 2
 AW5624
 AW5624.Superseded values are not recommended for survey control.
 AW5624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5624.See file dsdata.txt to determine how the superseded data were derived.
 AW5624
 AW5624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP606174(NAD 83)
 AW5624_MARKER: I = METAL ROD
 AW5624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5624_SP_SET: STAINLESS STEEL ROD
 AW5624_STAMPING: Q 1511 1987
 AW5624_MARK LOGO: NGS   
 AW5624_PROJECTION: FLUSH
 AW5624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5624+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5624_ROD/PIPE-DEPTH: 6.1  meters
 AW5624
 AW5624  HISTORY     - Date     Condition        Report By
 AW5624  HISTORY     - 1987     MONUMENTED       NGS
 AW5624  HISTORY     - 20051012 GOOD             USPSQD
 AW5624
 AW5624                          STATION DESCRIPTION
 AW5624
 AW5624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5624'8.8 KM (5.45 MI) NE FROM NORTH HOUSTON.
 AW5624'0.4 KM (0.25 MI) SOUTHEAST ALONG STATE HIGHWAY 149 FROM ITS JUNCTION
 AW5624'WITH FAIRBANKS-NORTH HOUSTON ROAD IN NORTH HOUSTON, THENCE 6.4 KM (4.0
 AW5624'MI) NORTHERLY ALONG BAMMEL-NORTH HOUSTON ROAD, THENCE 2.0 KM (1.25 MI)
 AW5624'SOUTHEASTERLY ALONG VETERANS MEMORIAL DRIVE, 31.4 M (103.0 FT) EAST OF
 AW5624'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE DRIVE, 10.6 M
 AW5624'(34.8 FT) NORTH OF THE CENTER OF SPEARS ROAD, 6.6 M (21.7 FT) EAST OF
 AW5624'TELEPHONE PEDESTAL NUMBER 12300, AND 4.5 M (14.8 FT) NORTHEAST OF A
 AW5624'UTILITY POLE WITH 5 GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5624'THROUGH A 5-INCH LOGO CAP.
 AW5624'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 AW5624'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5624
 AW5624                          STATION RECOVERY (2005)
 AW5624
 AW5624'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5624'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5685 ***********************************************************************
 AW5685  DESIGNATION -  Q 1512
 AW5685  PID         -  AW5685
 AW5685  STATE/COUNTY-  TX/BRAZORIA
 AW5685  USGS QUAD   -  JULIFF (1974)
 AW5685
 AW5685                         *CURRENT SURVEY CONTROL
 AW5685  ___________________________________________________________________
 AW5685* NAD 83(1986)-  29 29 02.     (N)    095 24 55.     (W)     SCALED    
 AW5685* NAVD 88     -        17.107  (meters)      56.13   (feet)  ADJUSTED  
 AW5685  ___________________________________________________________________
 AW5685  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW5685  DYNAMIC HT  -          17.084 (meters)      56.05  (feet)  COMP
 AW5685  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 AW5685
 AW5685  VERT ORDER  -  FIRST     CLASS II
 AW5685
 AW5685.The horizontal coordinates were scaled from a topographic map and have
 AW5685.an estimated accuracy of +/- 6 seconds.
 AW5685
 AW5685.The orthometric height was determined by differential leveling
 AW5685.and adjusted by the National Geodetic Survey in June 1991..
 AW5685
 AW5685.The geoid height was determined by GEOID03.
 AW5685
 AW5685.The dynamic height is computed by dividing the NAVD 88
 AW5685.geopotential number by the normal gravity value computed on the
 AW5685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5685.degrees latitude (g = 980.6199 gals.).
 AW5685
 AW5685.The modeled gravity was interpolated from observed gravity values.
 AW5685
 AW5685;                    North         East    Units  Estimated Accuracy
 AW5685;SPC TXSC     - 4,188,250.      947,550.      MT  (+/- 180 meters Scaled)
 AW5685
 AW5685                          SUPERSEDED SURVEY CONTROL
 AW5685
 AW5685  NGVD 29 (12/23/87)   17.104  (m)           56.12   (f) ADJUSTED    1 2
 AW5685
 AW5685.Superseded values are not recommended for survey control.
 AW5685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5685.See file dsdata.txt to determine how the superseded data were derived.
 AW5685
 AW5685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN658640(NAD 83)
 AW5685_MARKER: I = METAL ROD
 AW5685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5685_SP_SET: STAINLESS STEEL ROD
 AW5685_STAMPING: Q 1512 1987
 AW5685_MARK LOGO: NGS   
 AW5685_PROJECTION: FLUSH
 AW5685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5685+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AW5685_ROD/PIPE-DEPTH: 17.1 meters
 AW5685
 AW5685  HISTORY     - Date     Condition        Report By
 AW5685  HISTORY     - 1987     MONUMENTED       NGS
 AW5685  HISTORY     - 20020612 GOOD             LOCSUR
 AW5685  HISTORY     - 20050112 GOOD             LJA
 AW5685
 AW5685                          STATION DESCRIPTION
 AW5685
 AW5685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5685'5.9 KM (3.65 MI) WEST FROM MANVEL.
 AW5685'5.9 KM (3.65 MI) WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AW5685'FROM THE STATION (NOW A STORAGE HOUSE) IN MANVEL, 23.0 METERS (75.5
 AW5685'FT) NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, 12.2 METERS (40.0 FT)
 AW5685'EAST OF THE CENTER OF COUNTY ROAD 48, 1.3 METERS (4.3 FT) SOUTH OF A
 AW5685'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5685'LOGO CAP.
 AW5685'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW5685'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW5685
 AW5685                          STATION RECOVERY (2002)
 AW5685
 AW5685'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (ST)
 AW5685'RECOVERED IN GOOD CONDITION.
 AW5685
 AW5685                          STATION RECOVERY (2005)
 AW5685
 AW5685'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW5685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2575 ***********************************************************************
 AX2575  DESIGNATION -  Q 1515
 AX2575  PID         -  AX2575
 AX2575  STATE/COUNTY-  TX/JACKSON
 AX2575  USGS QUAD   -  GANADO (1981)
 AX2575
 AX2575                         *CURRENT SURVEY CONTROL
 AX2575  ___________________________________________________________________
 AX2575* NAD 83(1986)-  29 01 06.     (N)    096 33 58.     (W)     SCALED    
 AX2575* NAVD 88     -        14.695  (meters)      48.21   (feet)  ADJUSTED  
 AX2575  ___________________________________________________________________
 AX2575  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2575  DYNAMIC HT  -          14.674 (meters)      48.14  (feet)  COMP
 AX2575  MODELED GRAV-     979,218.6   (mgal)                       NAVD 88
 AX2575
 AX2575  VERT ORDER  -  FIRST     CLASS I
 AX2575
 AX2575.The horizontal coordinates were scaled from a topographic map and have
 AX2575.an estimated accuracy of +/- 6 seconds.
 AX2575
 AX2575.The orthometric height was determined by differential leveling
 AX2575.and adjusted by the National Geodetic Survey in June 1991..
 AX2575
 AX2575.The geoid height was determined by GEOID03.
 AX2575
 AX2575.The dynamic height is computed by dividing the NAVD 88
 AX2575.geopotential number by the normal gravity value computed on the
 AX2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2575.degrees latitude (g = 980.6199 gals.).
 AX2575
 AX2575.The modeled gravity was interpolated from observed gravity values.
 AX2575
 AX2575;                    North         East    Units  Estimated Accuracy
 AX2575;SPC TXSC     - 4,133,800.      837,070.      MT  (+/- 180 meters Scaled)
 AX2575
 AX2575                          SUPERSEDED SURVEY CONTROL
 AX2575
 AX2575  NGVD 29 (12/23/87)   14.705  (m)           48.24   (f) ADJUSTED    1 1
 AX2575
 AX2575.Superseded values are not recommended for survey control.
 AX2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2575.See file dsdata.txt to determine how the superseded data were derived.
 AX2575
 AX2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT370124(NAD 83)
 AX2575_MARKER: I = METAL ROD
 AX2575_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2575_SP_SET: STAINLESS STEEL ROD
 AX2575_STAMPING: Q 1515 1987
 AX2575_MARK LOGO: NGS   
 AX2575_PROJECTION: FLUSH
 AX2575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2575_ROD/PIPE-DEPTH: 12.2 meters
 AX2575
 AX2575  HISTORY     - Date     Condition        Report By
 AX2575  HISTORY     - 1987     MONUMENTED       NGS
 AX2575  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX2575
 AX2575                          STATION DESCRIPTION
 AX2575
 AX2575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2575'6.0 KM (3.7 MI) SW FROM GANADO.
 AX2575'1.45 KM (0.9 MI) SOUTHWEST ALONG HIGHWAY LOOP 522 FROM THE JUNCTION OF
 AX2575'STATE HIGHWAY 172 IN GANADO, THENCE 0.5 KM (0.31 MI) NORTHWEST ALONG
 AX2575'AN ACCESS ROAD TO US HIGHWAY 59, THENCE 4.12 KM (2.56 MI) SOUTHWEST
 AX2575'ALONG US HIGHWAY 59, 0.22 KM (0.13 MI) SOUTHWEST OF THE SOUTHWEST END
 AX2575'OF A HIGHWAY BRIDGE, ALSO 9.0 KM (5.6 MI) NORTHEAST OF EDNA,
 AX2575'23.0 METERS (75.5 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 59
 AX2575'NORTHBOUND, 17.0 METERS (56.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF
 AX2575'THE SOUTHERN PACIFIC RAILROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 AX2575'THROUGH A 5-INCH LOGO CAP.
 AX2575'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX2575'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 AX2575
 AX2575                          STATION RECOVERY (1998)
 AX2575
 AX2575'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0773 ***********************************************************************
 CE0773  DESIGNATION -  Q 1517
 CE0773  PID         -  CE0773
 CE0773  STATE/COUNTY-  TX/EL PASO
 CE0773  USGS QUAD   -  YSLETA (1994)
 CE0773
 CE0773                         *CURRENT SURVEY CONTROL
 CE0773  ___________________________________________________________________
 CE0773* NAD 83(1986)-  31 40 42.     (N)    106 19 02.     (W)     SCALED    
 CE0773* NAVD 88     -      1117.296  (meters)    3665.66   (feet)  ADJUSTED  
 CE0773  ___________________________________________________________________
 CE0773  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0773  DYNAMIC HT  -        1115.596 (meters)    3660.08  (feet)  COMP
 CE0773  MODELED GRAV-     979,080.4   (mgal)                       NAVD 88
 CE0773
 CE0773  VERT ORDER  -  FIRST     CLASS I
 CE0773
 CE0773.The horizontal coordinates were scaled from a topographic map and have
 CE0773.an estimated accuracy of +/- 6 seconds.
 CE0773
 CE0773.The orthometric height was determined by differential leveling
 CE0773.and adjusted by the National Geodetic Survey in November 1996..
 CE0773
 CE0773.The geoid height was determined by GEOID03.
 CE0773
 CE0773.The dynamic height is computed by dividing the NAVD 88
 CE0773.geopotential number by the normal gravity value computed on the
 CE0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0773.degrees latitude (g = 980.6199 gals.).
 CE0773
 CE0773.The modeled gravity was interpolated from observed gravity values.
 CE0773
 CE0773;                    North         East    Units  Estimated Accuracy
 CE0773;SPC TX C     - 3,238,270.      132,900.      MT  (+/- 180 meters Scaled)
 CE0773
 CE0773                          SUPERSEDED SURVEY CONTROL
 CE0773
 CE0773.No superseded survey control is available for this station.
 CE0773
 CE0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR751055(NAD 83)
 CE0773_MARKER: I = METAL ROD
 CE0773_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0773_SP_SET: STAINLESS STEEL ROD
 CE0773_STAMPING: Q 1517 1993
 CE0773_MARK LOGO: NGS   
 CE0773_PROJECTION: RECESSED 5 CENTIMETERS
 CE0773_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0773+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0773_ROD/PIPE-DEPTH: 21.9 meters
 CE0773
 CE0773  HISTORY     - Date     Condition        Report By
 CE0773  HISTORY     - 1993     MONUMENTED       NGS
 CE0773  HISTORY     - 19990629 GOOD             NGS
 CE0773
 CE0773                          STATION DESCRIPTION
 CE0773
 CE0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0773'IN EL PASO, AT THE INTERSECTION OF STATE HIGHWAY LOOP 375 (AMERICAS
 CE0773'AVENUE) AND SOCORRO ROAD, 21.6 M (70.9 FT) WEST OF THE ROAD CENTER,
 CE0773'10.5 M (34.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 CE0773'THE HIGHWAY, 7.3 M (24.0 FT) WEST OF THE WEST END OF A HEADWALL OF A
 CE0773'CULVERT, 0.9 M (3.0 FT) EAST OF A UTILITY POLE WITH A GUY CABLE, 0.6
 CE0773'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH
 CE0773'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 CE0773'5-INCH LOGO CAP.
 CE0773
 CE0773                          STATION RECOVERY (1999)
 CE0773
 CE0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CE0773'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8453 ***********************************************************************
 AC8453  DESIGNATION -  Q 1518
 AC8453  PID         -  AC8453
 AC8453  STATE/COUNTY-  TX/NUECES
 AC8453  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AC8453
 AC8453                         *CURRENT SURVEY CONTROL
 AC8453  ___________________________________________________________________
 AC8453* NAD 83(1986)-  27 37 06.     (N)    097 13 17.     (W)     SCALED    
 AC8453* NAVD 88     -         1.845  (meters)       6.05   (feet)  ADJUSTED  
 AC8453  ___________________________________________________________________
 AC8453  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AC8453  DYNAMIC HT  -           1.842 (meters)       6.04  (feet)  COMP
 AC8453  MODELED GRAV-     979,126.6   (mgal)                       NAVD 88
 AC8453
 AC8453  VERT ORDER  -  FIRST     CLASS II
 AC8453
 AC8453.The horizontal coordinates were scaled from a topographic map and have
 AC8453.an estimated accuracy of +/- 6 seconds.
 AC8453
 AC8453.The orthometric height was determined by differential leveling
 AC8453.and adjusted by the National Geodetic Survey in December 1997..
 AC8453
 AC8453.The geoid height was determined by GEOID03.
 AC8453
 AC8453.The dynamic height is computed by dividing the NAVD 88
 AC8453.geopotential number by the normal gravity value computed on the
 AC8453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8453.degrees latitude (g = 980.6199 gals.).
 AC8453
 AC8453.The modeled gravity was interpolated from observed gravity values.
 AC8453
 AC8453;                    North         East    Units  Estimated Accuracy
 AC8453;SPC TX S     - 5,216,870.      426,200.      MT  (+/- 180 meters Scaled)
 AC8453
 AC8453                          SUPERSEDED SURVEY CONTROL
 AC8453
 AC8453.No superseded survey control is available for this station.
 AC8453
 AC8453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR755561(NAD 83)
 AC8453_MARKER: I = METAL ROD
 AC8453_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8453_STAMPING: Q 1518 1996
 AC8453_MARK LOGO: NGS   
 AC8453_PROJECTION: FLUSH
 AC8453_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8453+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8453_ROD/PIPE-DEPTH: 21.6 meters
 AC8453_SLEEVE-DEPTH  : 0.9 meters
 AC8453
 AC8453  HISTORY     - Date     Condition        Report By
 AC8453  HISTORY     - 1996     MONUMENTED       NGS
 AC8453  HISTORY     - 20050820 GOOD             USPSQD
 AC8453
 AC8453                          STATION DESCRIPTION
 AC8453
 AC8453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8453'28.3 KM (17.60 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY
 AC8453'361 FROM THE POST OFFICE IN PORT ARANSAS, 63.3 M (207.7 FT) EAST OF
 AC8453'THE CENTERLINE OF THE NORTHBOUND LANES OF PARK ROAD 22, 15.9 M (52.2
 AC8453'FT) NORTH OF THE HIGHWAY CENTERLINE, 10.0 M (32.8 FT) SOUTH OF THE
 AC8453'SOUTHEAST CORNER OF A CONVENIENCE STORE, 1.6 M (5.2 FT) WEST OF A
 AC8453'UTILITY LIGHT POLE WITH A GUY CABLE, AND 0.3 M (1.0 FT) ABOVE THE
 AC8453'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC8453'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AC8453'FOR A CLASS A MARK.
 AC8453
 AC8453                          STATION RECOVERY (2005)
 AC8453
 AC8453'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8398 ***********************************************************************
 AC8398  DESIGNATION -  Q 1519
 AC8398  PID         -  AC8398
 AC8398  STATE/COUNTY-  TX/NUECES
 AC8398  USGS QUAD   -  ESTES (1975)
 AC8398
 AC8398                         *CURRENT SURVEY CONTROL
 AC8398  ___________________________________________________________________
 AC8398* NAD 83(1986)-  27 52 56.     (N)    097 06 08.     (W)     SCALED    
 AC8398* NAVD 88     -         3.755  (meters)      12.32   (feet)  ADJUSTED  
 AC8398  ___________________________________________________________________
 AC8398  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AC8398  DYNAMIC HT  -           3.749 (meters)      12.30  (feet)  COMP
 AC8398  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 AC8398
 AC8398  VERT ORDER  -  FIRST     CLASS II
 AC8398
 AC8398.The horizontal coordinates were scaled from a topographic map and have
 AC8398.an estimated accuracy of +/- 6 seconds.
 AC8398
 AC8398.The orthometric height was determined by differential leveling
 AC8398.and adjusted by the National Geodetic Survey in December 1997..
 AC8398
 AC8398.The geoid height was determined by GEOID03.
 AC8398
 AC8398.The dynamic height is computed by dividing the NAVD 88
 AC8398.geopotential number by the normal gravity value computed on the
 AC8398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8398.degrees latitude (g = 980.6199 gals.).
 AC8398
 AC8398.The modeled gravity was interpolated from observed gravity values.
 AC8398
 AC8398;                    North         East    Units  Estimated Accuracy
 AC8398;SPC TX S     - 5,246,240.      437,640.      MT  (+/- 180 meters Scaled)
 AC8398
 AC8398                          SUPERSEDED SURVEY CONTROL
 AC8398
 AC8398.No superseded survey control is available for this station.
 AC8398
 AC8398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR868856(NAD 83)
 AC8398_MARKER: DV = VERTICAL CONTROL DISK
 AC8398_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8398_SP_SET: BRIDGE ABUTMENT
 AC8398_STAMPING: Q 1519 1997
 AC8398_MARK LOGO: NGS   
 AC8398_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8398+STABILITY: POSITION/ELEVATION WELL
 AC8398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8398+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 AC8398
 AC8398  HISTORY     - Date     Condition        Report By
 AC8398  HISTORY     - 1997     MONUMENTED       NGS
 AC8398  HISTORY     - 20050430 GOOD             USPSQD
 AC8398
 AC8398                          STATION DESCRIPTION
 AC8398
 AC8398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8398'4.4 KM (2.75 MI) EASTERLY ALONG STATE HIGHWAY 361 FROM THE POST OFFICE
 AC8398'IN ARANSAS PASS, IN TOP OF AND 1.0 M (3.3 FT) SOUTHWEST OF THE
 AC8398'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT THE HIGHWAY BRIDGE
 AC8398'SPANNING SOUTH BAY, 6.0 M (19.7 FT) NORTHEAST OF AND LEVEL WITH THE
 AC8398'HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) SOUTHWEST OF THE SOUTHWEST EDGE
 AC8398'OF A BRIDGE RAIL.
 AC8398
 AC8398                          STATION RECOVERY (2005)
 AC8398
 AC8398'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMR)
 AC8398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0112 ***********************************************************************
 CS0112  DESIGNATION -  Q 152 RESET 1955
 CS0112  PID         -  CS0112
 CS0112  STATE/COUNTY-  TX/KAUFMAN
 CS0112  USGS QUAD   -  KAUFMAN (1963)
 CS0112
 CS0112                         *CURRENT SURVEY CONTROL
 CS0112  ___________________________________________________________________
 CS0112* NAD 83(1986)-  32 35 20.     (N)    096 18 31.     (W)     SCALED    
 CS0112* NAVD 88     -       141.20   (+/-2cm)     463.3    (feet)  VERTCON   
 CS0112  ___________________________________________________________________
 CS0112  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS0112
 CS0112  VERT ORDER  -  THIRD (See Below)
 CS0112
 CS0112.The horizontal coordinates were scaled from a topographic map and have
 CS0112.an estimated accuracy of +/- 6 seconds.
 CS0112
 CS0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0112.The vertical order pertains to the NGVD 29 superseded value.
 CS0112
 CS0112.The geoid height was determined by GEOID03.
 CS0112
 CS0112;                    North         East    Units  Estimated Accuracy
 CS0112;SPC TXNC     - 2,104,410.      805,700.      MT  (+/- 180 meters Scaled)
 CS0112
 CS0112                          SUPERSEDED SURVEY CONTROL
 CS0112
 CS0112  NGVD 29 (??/??/??)  141.21   (m)          463.3    (f) RESET       3  
 CS0112
 CS0112.Superseded values are not recommended for survey control.
 CS0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0112.See file dsdata.txt to determine how the superseded data were derived.
 CS0112
 CS0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB526089(NAD 83)
 CS0112_MARKER: DB = BENCH MARK DISK
 CS0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0112_SP_SET: WALK
 CS0112_STAMPING: Q 152 RESET 1955
 CS0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0112
 CS0112  HISTORY     - Date     Condition        Report By
 CS0112  HISTORY     - 1955     MONUMENTED       CGS
 CS0112  HISTORY     - 1963     GOOD             USGS
 CS0112  HISTORY     - 19910725 GOOD             USPSQD
 CS0112
 CS0112                          STATION DESCRIPTION
 CS0112
 CS0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CS0112'IN KAUFMAN.
 CS0112'AT KAUFMAN, KAUFMAN COUNTY, ON THE EAST SIDE OF WASHINGTON STREET,
 CS0112'OPPOSITE THE SOUTHEAST CORNER OF THE COURTH HOUSE SQUARE, DIRECTLY IN
 CS0112'FRONT OR WEST OF THE MAIN ENTRANCE TO THE FARMERS AND MERCHANTS
 CS0112'NATIONAL BANK, 25 FEET NORTH OF THE CORNER OF THE BLOCK AND 18 INCHES
 CS0112'EAST OF THE WEST CURB.  A STANDARD DISK SET FLUSH WITH THE CONCRETE
 CS0112'WALK AND STAMPED Q 152 RESET 1955.
 CS0112
 CS0112                          STATION RECOVERY (1963)
 CS0112
 CS0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CS0112'RECOVERED IN GOOD CONDITION.
 CS0112
 CS0112                          STATION RECOVERY (1991)
 CS0112
 CS0112'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8514 ***********************************************************************
 AC8514  DESIGNATION -  Q 1520
 AC8514  PID         -  AC8514
 AC8514  STATE/COUNTY-  TX/NUECES
 AC8514  USGS QUAD   -  PORT ARANSAS (1975)
 AC8514
 AC8514                         *CURRENT SURVEY CONTROL
 AC8514  ___________________________________________________________________
 AC8514* NAD 83(1986)-  27 50 35.     (N)    097 04 26.     (W)     SCALED    
 AC8514* NAVD 88     -         3.225  (meters)      10.58   (feet)  ADJUSTED  
 AC8514  ___________________________________________________________________
 AC8514  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AC8514  DYNAMIC HT  -           3.220 (meters)      10.56  (feet)  COMP
 AC8514  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AC8514
 AC8514  VERT ORDER  -  FIRST     CLASS II
 AC8514
 AC8514.The horizontal coordinates were scaled from a topographic map and have
 AC8514.an estimated accuracy of +/- 6 seconds.
 AC8514
 AC8514.The orthometric height was determined by differential leveling
 AC8514.and adjusted by the National Geodetic Survey in December 1997..
 AC8514
 AC8514.The geoid height was determined by GEOID03.
 AC8514
 AC8514.The dynamic height is computed by dividing the NAVD 88
 AC8514.geopotential number by the normal gravity value computed on the
 AC8514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8514.degrees latitude (g = 980.6199 gals.).
 AC8514
 AC8514.The modeled gravity was interpolated from observed gravity values.
 AC8514
 AC8514;                    North         East    Units  Estimated Accuracy
 AC8514;SPC TX S     - 5,241,930.      440,480.      MT  (+/- 180 meters Scaled)
 AC8514
 AC8514                          SUPERSEDED SURVEY CONTROL
 AC8514
 AC8514.No superseded survey control is available for this station.
 AC8514
 AC8514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR896813(NAD 83)
 AC8514_MARKER: DV = VERTICAL CONTROL DISK
 AC8514_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8514_SP_SET: SEAWALL
 AC8514_STAMPING: Q 1520 1997
 AC8514_MARK LOGO: NGS   
 AC8514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8514+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AC8514
 AC8514  HISTORY     - Date     Condition        Report By
 AC8514  HISTORY     - 1997     MONUMENTED       NGS
 AC8514  HISTORY     - 20040319 GOOD             JCLS
 AC8514
 AC8514                          STATION DESCRIPTION
 AC8514
 AC8514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8514'9.1 KM (5.65 MI) SOUTHERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AC8514'OFFICE IN ARANSAS PASS, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG A DIRT
 AC8514'ROAD, NEAR THE SOUTHWEST CORNER OF A CONCRETE SEAWALL, 325.0 M (1066.3
 AC8514'FT) WEST OF THE CENTER OF THE WEST RAMP LEADING TO A FERRY, 2.4 M (7.9
 AC8514'FT) NORTHEAST OF THE CENTER OF THE ROUNDED CORNER OF THE SEAWALL, 0.6
 AC8514'M (2.0 FT) SOUTHWEST OF THE EAST 1 OF 2 HOG HEADS, AND 0.6 M (2.0 FT)
 AC8514'SOUTHEAST OF THE WEST 1 OF 2 HOG HEADS.  NOTE--THE MONUMENT IS ON
 AC8514'PROPERTY OWNED BY MCDERMOT FABRICATION, P.O.  BOX 1207, ARANSAS PASS,
 AC8514'TX 78335, TELEPHONE NUMBER (512) 758-1983, EXTENSION 4261.
 AC8514
 AC8514                          STATION RECOVERY (2004)
 AC8514
 AC8514'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 AC8514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0167 ***********************************************************************
 DN0167  DESIGNATION -  Q 153
 DN0167  PID         -  DN0167
 DN0167  STATE/COUNTY-  TX/HUNT
 DN0167  USGS QUAD   -  GREENVILLE NE (1963)
 DN0167
 DN0167                         *CURRENT SURVEY CONTROL
 DN0167  ___________________________________________________________________
 DN0167* NAD 83(1986)-  33 09 39.     (N)    096 04 22.     (W)     SCALED    
 DN0167* NAVD 88     -       163.168  (meters)     535.33   (feet)  ADJUSTED  
 DN0167  ___________________________________________________________________
 DN0167  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DN0167  DYNAMIC HT  -         162.991 (meters)     534.75  (feet)  COMP
 DN0167  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 DN0167
 DN0167  VERT ORDER  -  SECOND    CLASS 0
 DN0167
 DN0167.The horizontal coordinates were scaled from a topographic map and have
 DN0167.an estimated accuracy of +/- 6 seconds.
 DN0167
 DN0167.The orthometric height was determined by differential leveling
 DN0167.and adjusted by the National Geodetic Survey in June 1991..
 DN0167
 DN0167.The geoid height was determined by GEOID03.
 DN0167
 DN0167.The dynamic height is computed by dividing the NAVD 88
 DN0167.geopotential number by the normal gravity value computed on the
 DN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0167.degrees latitude (g = 980.6199 gals.).
 DN0167
 DN0167.The modeled gravity was interpolated from observed gravity values.
 DN0167
 DN0167;                    North         East    Units  Estimated Accuracy
 DN0167;SPC TXNC     - 2,168,300.      826,370.      MT  (+/- 180 meters Scaled)
 DN0167
 DN0167                          SUPERSEDED SURVEY CONTROL
 DN0167
 DN0167  NGVD 29 (??/??/92)  163.156  (m)          535.29   (f) ADJ UNCH    2 0
 DN0167
 DN0167.Superseded values are not recommended for survey control.
 DN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0167.See file dsdata.txt to determine how the superseded data were derived.
 DN0167
 DN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB730729(NAD 83)
 DN0167_MARKER: DB = BENCH MARK DISK
 DN0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0167_STAMPING: Q 153 1933
 DN0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0167+STABILITY: SURFACE MOTION
 DN0167
 DN0167  HISTORY     - Date     Condition        Report By
 DN0167  HISTORY     - 1933     MONUMENTED       CGS
 DN0167  HISTORY     - 1961     MARK NOT FOUND   USGS
 DN0167  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0167
 DN0167                          STATION DESCRIPTION
 DN0167
 DN0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0167'2.0 MI NE FROM GREENVILLE.
 DN0167'2.0 MILES NORTHEAST OF, ALONG ST.L.S.W.RY. CONCRETE CONCRETE POST,
 DN0167'MILE 549 PLUS 8 POLES, 40 FEET WEST OF HIGHWAY (FORMERLY NO. 24)
 DN0167'CROSSING, 170 FEET NORTHEAST OF LOADING CORRAL, IN LINE WITH HIGHWAY
 DN0167'RIGHT OF WAY FENCE, 20 FEET NORTHWEST OF RAILROAD CENTER-LINE. TABLET
 DN0167'ON TOP OF CONCRETE POST.
 DN0167
 DN0167                          STATION RECOVERY (1961)
 DN0167
 DN0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DN0167'MARK NOT FOUND.
 DN0167
 DN0167                          STATION RECOVERY (1994)
 DN0167
 DN0167'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0567 ***********************************************************************
 DM0567  DESIGNATION -  Q 154
 DM0567  PID         -  DM0567
 DM0567  STATE/COUNTY-  TX/LAMAR
 DM0567  USGS QUAD   -  PARIS (1984)
 DM0567
 DM0567                         *CURRENT SURVEY CONTROL
 DM0567  ___________________________________________________________________
 DM0567* NAD 83(1986)-  33 39 34.     (N)    095 34 00.     (W)     SCALED    
 DM0567* NAVD 88     -       173.878  (meters)     570.46   (feet)  ADJUSTED  
 DM0567  ___________________________________________________________________
 DM0567  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0567  DYNAMIC HT  -         173.696 (meters)     569.87  (feet)  COMP
 DM0567  MODELED GRAV-     979,583.7   (mgal)                       NAVD 88
 DM0567
 DM0567  VERT ORDER  -  SECOND    CLASS 0
 DM0567
 DM0567.The horizontal coordinates were scaled from a topographic map and have
 DM0567.an estimated accuracy of +/- 6 seconds.
 DM0567
 DM0567.The orthometric height was determined by differential leveling
 DM0567.and adjusted by the National Geodetic Survey in June 1991..
 DM0567
 DM0567.The geoid height was determined by GEOID03.
 DM0567
 DM0567.The dynamic height is computed by dividing the NAVD 88
 DM0567.geopotential number by the normal gravity value computed on the
 DM0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0567.degrees latitude (g = 980.6199 gals.).
 DM0567
 DM0567.The modeled gravity was interpolated from observed gravity values.
 DM0567
 DM0567;                    North         East    Units  Estimated Accuracy
 DM0567;SPC TXNC     - 2,224,780.      872,020.      MT  (+/- 180 meters Scaled)
 DM0567
 DM0567                          SUPERSEDED SURVEY CONTROL
 DM0567
 DM0567  NGVD 29 (??/??/92)  173.858  (m)          570.40   (f) ADJ UNCH    2 0
 DM0567
 DM0567.Superseded values are not recommended for survey control.
 DM0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0567.See file dsdata.txt to determine how the superseded data were derived.
 DM0567
 DM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT620273(NAD 83)
 DM0567_MARKER: DB = BENCH MARK DISK
 DM0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0567_SP_SET: BUILDING
 DM0567_STAMPING: Q 154 1933
 DM0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM0567+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 DM0567
 DM0567  HISTORY     - Date     Condition        Report By
 DM0567  HISTORY     - 1933     MONUMENTED       CGS
 DM0567  HISTORY     - 1933     GOOD             NGS
 DM0567  HISTORY     - 1944     GOOD             ATSFRR
 DM0567  HISTORY     - 19950608 GOOD             USPSQD
 DM0567  HISTORY     - 20030506 GOOD             JCLS
 DM0567
 DM0567                          STATION DESCRIPTION
 DM0567
 DM0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0567'IN PARIS.
 DM0567'IN TOWN OF PARIS, AT THE PARIS FRISCO SANTA FE RAILROAD STATION, AT
 DM0567'SOUTH SIDE OF ENTRANCE FACING TRACKS, 4 FEET ABOVE SIDEWALK.  TABLET
 DM0567'CEMENTED VERTICALLY IN BRICK WALL OF STATION.
 DM0567
 DM0567                          STATION RECOVERY (1944)
 DM0567
 DM0567'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1944
 DM0567'RECOVERED IN GOOD CONDITION.
 DM0567
 DM0567                          STATION RECOVERY (1995)
 DM0567
 DM0567'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0567'RECOVERED IN GOOD CONDITION.
 DM0567
 DM0567                          STATION RECOVERY (2003)
 DM0567
 DM0567'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DM0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0451 ***********************************************************************
 DM0451  DESIGNATION -  Q 155
 DM0451  PID         -  DM0451
 DM0451  STATE/COUNTY-  TX/RED RIVER
 DM0451  USGS QUAD   -  BOGATA (1964)
 DM0451
 DM0451                         *CURRENT SURVEY CONTROL
 DM0451  ___________________________________________________________________
 DM0451* NAD 83(1986)-  33 28 08.     (N)    095 12 51.     (W)     SCALED    
 DM0451* NAVD 88     -       127.034  (meters)     416.78   (feet)  ADJUSTED  
 DM0451  ___________________________________________________________________
 DM0451  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DM0451  DYNAMIC HT  -         126.901 (meters)     416.34  (feet)  COMP
 DM0451  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DM0451
 DM0451  VERT ORDER  -  SECOND    CLASS 0
 DM0451
 DM0451.The horizontal coordinates were scaled from a topographic map and have
 DM0451.an estimated accuracy of +/- 6 seconds.
 DM0451
 DM0451.The orthometric height was determined by differential leveling
 DM0451.and adjusted by the National Geodetic Survey in June 1991..
 DM0451
 DM0451.The geoid height was determined by GEOID03.
 DM0451
 DM0451.The dynamic height is computed by dividing the NAVD 88
 DM0451.geopotential number by the normal gravity value computed on the
 DM0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0451.degrees latitude (g = 980.6199 gals.).
 DM0451
 DM0451.The modeled gravity was interpolated from observed gravity values.
 DM0451
 DM0451;                    North         East    Units  Estimated Accuracy
 DM0451;SPC TXNC     - 2,204,630.      905,360.      MT  (+/- 180 meters Scaled)
 DM0451
 DM0451                          SUPERSEDED SURVEY CONTROL
 DM0451
 DM0451  NGVD 29 (??/??/92)  127.033  (m)          416.77   (f) ADJ UNCH    2 0
 DM0451
 DM0451.Superseded values are not recommended for survey control.
 DM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0451.See file dsdata.txt to determine how the superseded data were derived.
 DM0451
 DM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT942054(NAD 83)
 DM0451_MARKER: DB = BENCH MARK DISK
 DM0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0451_STAMPING: Q 155 1933
 DM0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0451+STABILITY: SURFACE MOTION
 DM0451
 DM0451  HISTORY     - Date     Condition        Report By
 DM0451  HISTORY     - 1933     MONUMENTED       CGS
 DM0451  HISTORY     - 1935     GOOD             NGS
 DM0451
 DM0451                          STATION DESCRIPTION
 DM0451
 DM0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0451'3.7 MI E FROM RUGBY.
 DM0451'3.7 MILES EAST OF, ALONG PARIS AND MT. PLEASANT RY.  IN TOWN OF
 DM0451'BOGATA, AT RAILROAD STATION.  51 FEET NORTH OF TRACK.  49 FEET EAST OF
 DM0451'EAST END OF STATION BUILDING.  TABLET SET IN TOP OF CONCRETE POST.
 DM0451
 DM0451                          STATION RECOVERY (1935)
 DM0451
 DM0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0175 ***********************************************************************
 DM0175  DESIGNATION -  Q 157
 DM0175  PID         -  DM0175
 DM0175  STATE/COUNTY-  TX/BOWIE
 DM0175  USGS QUAD   -  CORLEY (1970)
 DM0175
 DM0175                         *CURRENT SURVEY CONTROL
 DM0175  ___________________________________________________________________
 DM0175* NAD 83(1986)-  33 19 15.     (N)    094 24 34.     (W)     SCALED    
 DM0175* NAVD 88     -        79.849  (meters)     261.97   (feet)  ADJUSTED  
 DM0175  ___________________________________________________________________
 DM0175  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0175  DYNAMIC HT  -          79.763 (meters)     261.69  (feet)  COMP
 DM0175  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 DM0175
 DM0175  VERT ORDER  -  SECOND    CLASS 0
 DM0175
 DM0175.The horizontal coordinates were scaled from a topographic map and have
 DM0175.an estimated accuracy of +/- 6 seconds.
 DM0175
 DM0175.The orthometric height was determined by differential leveling
 DM0175.and adjusted by the National Geodetic Survey in June 1991..
 DM0175
 DM0175.The geoid height was determined by GEOID03.
 DM0175
 DM0175.The dynamic height is computed by dividing the NAVD 88
 DM0175.geopotential number by the normal gravity value computed on the
 DM0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0175.degrees latitude (g = 980.6199 gals.).
 DM0175
 DM0175.The modeled gravity was interpolated from observed gravity values.
 DM0175
 DM0175;                    North         East    Units  Estimated Accuracy
 DM0175;SPC TXNC     - 2,190,850.      980,750.      MT  (+/- 180 meters Scaled)
 DM0175
 DM0175                          SUPERSEDED SURVEY CONTROL
 DM0175
 DM0175  NGVD 29 (??/??/92)   79.863  (m)          262.02   (f) ADJ UNCH    2 0
 DM0175
 DM0175.Superseded values are not recommended for survey control.
 DM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0175.See file dsdata.txt to determine how the superseded data were derived.
 DM0175
 DM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS688877(NAD 83)
 DM0175_MARKER: DB = BENCH MARK DISK
 DM0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0175_STAMPING: Q 157 1934
 DM0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0175+STABILITY: SURFACE MOTION
 DM0175
 DM0175  HISTORY     - Date     Condition        Report By
 DM0175  HISTORY     - 1934     MONUMENTED       CGS
 DM0175  HISTORY     - 1935     GOOD             NGS
 DM0175
 DM0175                          STATION DESCRIPTION
 DM0175
 DM0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0175'4.0 MI W FROM MAUD.
 DM0175'4.0 MILES WEST OF, ALONG ST.L.-S.W.RY.  1.9 MILES EAST OF CARBONDALE
 DM0175'SIDING, BETWEEN 6TH AND 7TH POST WEST OF MILEPOST 441.  ABOUT 500 FEET
 DM0175'SOUTH OF STATE HIGHWAY 1 (US 67).  11 FEET NORTH OF RIGHT-OF-WAY
 DM0175'FENCE.  42 FEET SOUTH OF TRACK C.L.  TABLET SET IN TOP OF PRECAST
 DM0175'CONCRETE POST.
 DM0175
 DM0175                          STATION RECOVERY (1935)
 DM0175
 DM0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0070 ***********************************************************************
 CR0070  DESIGNATION -  Q 159
 CR0070  PID         -  CR0070
 CR0070  STATE/COUNTY-  TX/HARRISON
 CR0070  USGS QUAD   -  MARSHALL EAST (1978)
 CR0070
 CR0070                         *CURRENT SURVEY CONTROL
 CR0070  ___________________________________________________________________
 CR0070* NAD 83(1986)-  32 32 40.     (N)    094 22 26.     (W)     SCALED    
 CR0070* NAVD 88     -       128.096  (meters)     420.26   (feet)  ADJUSTED  
 CR0070  ___________________________________________________________________
 CR0070  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0070  DYNAMIC HT  -         127.950 (meters)     419.78  (feet)  COMP
 CR0070  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 CR0070
 CR0070  VERT ORDER  -  SECOND    CLASS 0
 CR0070
 CR0070.The horizontal coordinates were scaled from a topographic map and have
 CR0070.an estimated accuracy of +/- 6 seconds.
 CR0070
 CR0070.The orthometric height was determined by differential leveling
 CR0070.and adjusted by the National Geodetic Survey in June 1991..
 CR0070
 CR0070.The geoid height was determined by GEOID03.
 CR0070
 CR0070.The dynamic height is computed by dividing the NAVD 88
 CR0070.geopotential number by the normal gravity value computed on the
 CR0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0070.degrees latitude (g = 980.6199 gals.).
 CR0070
 CR0070.The modeled gravity was interpolated from observed gravity values.
 CR0070
 CR0070;                    North         East    Units  Estimated Accuracy
 CR0070;SPC TXNC     - 2,104,950.      987,430.      MT  (+/- 180 meters Scaled)
 CR0070
 CR0070                          SUPERSEDED SURVEY CONTROL
 CR0070
 CR0070  NGVD 29 (??/??/92)  128.129  (m)          420.37   (f) ADJ UNCH    2 0
 CR0070
 CR0070.Superseded values are not recommended for survey control.
 CR0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0070.See file dsdata.txt to determine how the superseded data were derived.
 CR0070
 CR0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS709016(NAD 83)
 CR0070_MARKER: DB = BENCH MARK DISK
 CR0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0070_SP_SET: WALL
 CR0070_STAMPING: Q 159 1934
 CR0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR0070+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 CR0070
 CR0070  HISTORY     - Date     Condition        Report By
 CR0070  HISTORY     - 1934     MONUMENTED       CGS
 CR0070  HISTORY     - 1972     GOOD             LOCENG
 CR0070  HISTORY     - 19980117 GOOD             USPSQD
 CR0070  HISTORY     - 20030614 GOOD             USPSQD
 CR0070  HISTORY     - 20051126 GOOD             USPSQD
 CR0070
 CR0070                          STATION DESCRIPTION
 CR0070
 CR0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0070'IN MARSHALL.
 CR0070'SENIOR HIGH SCHOOL AT WEST HOUSTON AND SOUTH COLLEGE ST.  NORTHEAST
 CR0070'CORNER OF BUILDING, 6 INCHES BELOW DEDICATION STONE.  4 FEET ABOVE
 CR0070'GROUND ELEVATION.  TABLET CEMENTED, IN A VERTICAL POSITION, IN FACE OF
 CR0070'BRICK WALL.
 CR0070
 CR0070                          STATION RECOVERY (1972)
 CR0070
 CR0070'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CR0070'RECOVERED IN GOOD CONDITION.
 CR0070
 CR0070                          STATION RECOVERY (1998)
 CR0070
 CR0070'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0070'RECOVERED IN GOOD CONDITION.
 CR0070
 CR0070                          STATION RECOVERY (2003)
 CR0070
 CR0070'RECOVERY NOTE BY US POWER SQUADRON 2003 (WDW)
 CR0070'RECOVERED IN GOOD CONDITION.
 CR0070
 CR0070                          STATION RECOVERY (2005)
 CR0070
 CR0070'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 CR0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0176 ***********************************************************************
 CR0176  DESIGNATION -  Q 160
 CR0176  PID         -  CR0176
 CR0176  STATE/COUNTY-  TX/RUSK
 CR0176  USGS QUAD   -  KILGORE SW (1971)
 CR0176
 CR0176                         *CURRENT SURVEY CONTROL
 CR0176  ___________________________________________________________________
 CR0176* NAD 83(1986)-  32 22 23.     (N)    094 53 33.     (W)     SCALED    
 CR0176* NAVD 88     -       114.601  (meters)     375.99   (feet)  ADJUSTED  
 CR0176  ___________________________________________________________________
 CR0176  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0176  DYNAMIC HT  -         114.469 (meters)     375.55  (feet)  COMP
 CR0176  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 CR0176
 CR0176  VERT ORDER  -  SECOND    CLASS 0
 CR0176
 CR0176.The horizontal coordinates were scaled from a topographic map and have
 CR0176.an estimated accuracy of +/- 6 seconds.
 CR0176
 CR0176.The orthometric height was determined by differential leveling
 CR0176.and adjusted by the National Geodetic Survey in June 1991..
 CR0176
 CR0176.The geoid height was determined by GEOID03.
 CR0176
 CR0176.The dynamic height is computed by dividing the NAVD 88
 CR0176.geopotential number by the normal gravity value computed on the
 CR0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0176.degrees latitude (g = 980.6199 gals.).
 CR0176
 CR0176.The modeled gravity was interpolated from observed gravity values.
 CR0176
 CR0176;                    North         East    Units  Estimated Accuracy
 CR0176;SPC TXNC     - 2,084,160.      939,410.      MT  (+/- 180 meters Scaled)
 CR0176
 CR0176                          SUPERSEDED SURVEY CONTROL
 CR0176
 CR0176  NGVD 29 (??/??/92)  114.626  (m)          376.07   (f) ADJ UNCH    2 0
 CR0176
 CR0176.Superseded values are not recommended for survey control.
 CR0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0176.See file dsdata.txt to determine how the superseded data were derived.
 CR0176
 CR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR219833(NAD 83)
 CR0176_MARKER: DB = BENCH MARK DISK
 CR0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0176_STAMPING: Q-160 1934
 CR0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0176+STABILITY: SURFACE MOTION
 CR0176
 CR0176  HISTORY     - Date     Condition        Report By
 CR0176  HISTORY     - 1934     MONUMENTED       CGS
 CR0176  HISTORY     - 1971     MARK NOT FOUND   USGS
 CR0176  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0176
 CR0176                          STATION DESCRIPTION
 CR0176
 CR0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0176'13.6 MI SW FROM LONGVIEW.
 CR0176'13.6 MILES SOUTHWEST OF, ALONG I. AND G.N.R.R.  200 FEET NORTHWEST OF
 CR0176'THE PROPERTY OF TIDE WATER OIL CO., 100 FEET NORTH OF POLE 67/20, 52
 CR0176'FEET NORTHEAST OF LIGHT SIGNALS MARKED 676 AND 677, AND 30 FEET
 CR0176'NORTHWEST OF THE MAIN LINE TRACK.  TABLET SET IN A PRECAST POST
 CR0176'STAMPED, Q-160, 1934.  NOTE-- CONSTR. IN AREA.
 CR0176
 CR0176                          STATION RECOVERY (1971)
 CR0176
 CR0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CR0176'MARK NOT FOUND.
 CR0176
 CR0176                          STATION RECOVERY (2004)
 CR0176
 CR0176'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1218 ***********************************************************************
 BY1218  DESIGNATION -  Q 161
 BY1218  PID         -  BY1218
 BY1218  STATE/COUNTY-  TX/NACOGDOCHES
 BY1218  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1218
 BY1218                         *CURRENT SURVEY CONTROL
 BY1218  ___________________________________________________________________
 BY1218* NAD 83(1986)-  31 35 56.     (N)    094 39 29.     (W)     SCALED    
 BY1218* NAVD 88     -        84.285  (meters)     276.52   (feet)  ADJUSTED  
 BY1218  ___________________________________________________________________
 BY1218  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1218  DYNAMIC HT  -          84.181 (meters)     276.18  (feet)  COMP
 BY1218  MODELED GRAV-     979,402.7   (mgal)                       NAVD 88
 BY1218
 BY1218  VERT ORDER  -  FIRST     CLASS II
 BY1218
 BY1218.The horizontal coordinates were scaled from a topographic map and have
 BY1218.an estimated accuracy of +/- 6 seconds.
 BY1218
 BY1218.The orthometric height was determined by differential leveling
 BY1218.and adjusted by the National Geodetic Survey in June 1991..
 BY1218
 BY1218.The geoid height was determined by GEOID03.
 BY1218
 BY1218.The dynamic height is computed by dividing the NAVD 88
 BY1218.geopotential number by the normal gravity value computed on the
 BY1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1218.degrees latitude (g = 980.6199 gals.).
 BY1218
 BY1218.The modeled gravity was interpolated from observed gravity values.
 BY1218
 BY1218;                    North         East    Units  Estimated Accuracy
 BY1218;SPC TX C     - 3,227,940.    1,238,330.      MT  (+/- 180 meters Scaled)
 BY1218
 BY1218                          SUPERSEDED SURVEY CONTROL
 BY1218
 BY1218  NGVD 29 (??/??/92)   84.383  (m)          276.85   (f) ADJ UNCH    1 2
 BY1218
 BY1218.Superseded values are not recommended for survey control.
 BY1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1218.See file dsdata.txt to determine how the superseded data were derived.
 BY1218
 BY1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ427971(NAD 83)
 BY1218_MARKER: DB = BENCH MARK DISK
 BY1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1218_STAMPING: Q 161 1934 276.981
 BY1218_PROJECTION: PROJECTING 5 CENTIMETERS
 BY1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1218+STABILITY: SURFACE MOTION
 BY1218
 BY1218  HISTORY     - Date     Condition        Report By
 BY1218  HISTORY     - 1934     MONUMENTED       CGS
 BY1218  HISTORY     - 1963     GOOD             NGS
 BY1218  HISTORY     - 1979     GOOD             NGS
 BY1218  HISTORY     - 19980919 GOOD             USPSQD
 BY1218
 BY1218                          STATION DESCRIPTION
 BY1218
 BY1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BY1218'IN NACOGDOCHES.
 BY1218'AT NACOGDOCHES, 0.4 MILE SOUTH ALONG FREDONIA STREET FROM THE STONE
 BY1218'FORT NATIONAL BANK, APPROXIMATELY 0.15 SOUTHEAST OF THE OVERPASS OF U.
 BY1218'S. HIGHWAY 59, 250.0 FEET WEST OF THE CENTER LINE OF FREDONIA STREET,
 BY1218'156.0 FEET SOUTHEAST OF A RAILWAY WATER TANK, 87.0 FEET SOUTHEAST OF
 BY1218'DORR JUNCTION SIGNBOARD, 56.0 FEET EAST OF THE EAST RAIL OF THE MAIN
 BY1218'TRACK OF THE TEXAS AND NEW ORLEANS RAILWAY, 52.0 FEET NORTHWEST OF THE
 BY1218'NORTHWEST CORNER OF THE S. H. THOMPSON RESIDENCE, 32.0 FEET EAST OF
 BY1218'THE CENTER LINE OF PECAN STREET, 20.0 FEET SOUTHWEST OF THE SOUTHWEST
 BY1218'RAIL OF THE TEXAS AND NEW ORLEANS BRANCH LINE RUNNING EAST, AND SET IN
 BY1218'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY1218
 BY1218                          STATION RECOVERY (1979)
 BY1218
 BY1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1218'IN NACOGDOCHES, 0.4 MILE SOUTH ALONG SOUTH FREDONIA STREET FROM THE
 BY1218'STONE FORT NATIONAL BANK, 250 FT. WEST OF THE CENTERLINE OF FREDONIA
 BY1218'STREET, 56.0 FT. EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE
 BY1218'SOUTHERN PACIFIC RAILROAD, 52.0 FT. NORTHWEST OF THE NORTHWEST CORNER
 BY1218'OF THE H.S. THOMPSON RESIDENCE, 38.0 FT. EAST OF THE CENTERLINE OF
 BY1218'CRAVEN STREET, 54.0 FT. WEST-SOUTHWEST OF THE CENTERLINE OF PECAN
 BY1218'STREET, 20.0 FT. SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN
 BY1218'PACIFIC RAILROAD BRANCH LINE LEADING EAST, 25.7 FT. SOUTH-SOUTHEAST OF
 BY1218'A RAIL DRIVEN IN THE GROUND WHICH PROJECTS 1.5 FT.
 BY1218'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY1218
 BY1218                          STATION RECOVERY (1998)
 BY1218
 BY1218'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0515 ***********************************************************************
 CR0515  DESIGNATION -  Q 162
 CR0515  PID         -  CR0515
 CR0515  STATE/COUNTY-  TX/HENDERSON
 CR0515  USGS QUAD   -  LA RUE (1984)
 CR0515
 CR0515                         *CURRENT SURVEY CONTROL
 CR0515  ___________________________________________________________________
 CR0515* NAD 83(1986)-  32 05 37.     (N)    095 39 37.     (W)     SCALED    
 CR0515* NAVD 88     -       140.222  (meters)     460.05   (feet)  ADJUSTED  
 CR0515  ___________________________________________________________________
 CR0515  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CR0515  DYNAMIC HT  -         140.057 (meters)     459.50  (feet)  COMP
 CR0515  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 CR0515
 CR0515  VERT ORDER  -  SECOND    CLASS 0
 CR0515
 CR0515.The horizontal coordinates were scaled from a topographic map and have
 CR0515.an estimated accuracy of +/- 6 seconds.
 CR0515
 CR0515.The orthometric height was determined by differential leveling
 CR0515.and adjusted by the National Geodetic Survey in June 1991..
 CR0515
 CR0515.The geoid height was determined by GEOID03.
 CR0515
 CR0515.The dynamic height is computed by dividing the NAVD 88
 CR0515.geopotential number by the normal gravity value computed on the
 CR0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0515.degrees latitude (g = 980.6199 gals.).
 CR0515
 CR0515.The modeled gravity was interpolated from observed gravity values.
 CR0515
 CR0515;                    North         East    Units  Estimated Accuracy
 CR0515;SPC TXNC     - 2,050,970.      868,030.      MT  (+/- 180 meters Scaled)
 CR0515
 CR0515                          SUPERSEDED SURVEY CONTROL
 CR0515
 CR0515  NGVD 29 (??/??/92)  140.240  (m)          460.10   (f) ADJ UNCH    2 0
 CR0515
 CR0515.Superseded values are not recommended for survey control.
 CR0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0515.See file dsdata.txt to determine how the superseded data were derived.
 CR0515
 CR0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR489539(NAD 83)
 CR0515_MARKER: DB = BENCH MARK DISK
 CR0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0515_STAMPING: Q-162 1934
 CR0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0515+STABILITY: SURFACE MOTION
 CR0515
 CR0515  HISTORY     - Date     Condition        Report By
 CR0515  HISTORY     - 1934     MONUMENTED       CGS
 CR0515  HISTORY     - 1942     GOOD             NGS
 CR0515
 CR0515                          STATION DESCRIPTION
 CR0515
 CR0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0515'15.1 MI SE FROM ATHENS.
 CR0515'15.1 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  700 FEET EAST OF MILE
 CR0515'POLE 228, 55 FEET WEST OF A FARM ROAD CROSSING, 45 FEET EAST OF
 CR0515'CULVERT MARKED 227 F, 38 FEET NORTH OF TRACK AND 12 FEET SOUTH OF
 CR0515'RIGHT OF WAY FENCE.  TABLET SET IN PRECASTED POST STAMPED, Q-162,
 CR0515'1934.
 CR0515
 CR0515                          STATION RECOVERY (1942)
 CR0515
 CR0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CR0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0528 ***********************************************************************
 BL0528  DESIGNATION -  Q 163
 BL0528  PID         -  BL0528
 BL0528  STATE/COUNTY-  TX/POLK
 BL0528  USGS QUAD   -  CORRIGAN (1984)
 BL0528
 BL0528                         *CURRENT SURVEY CONTROL
 BL0528  ___________________________________________________________________
 BL0528* NAD 83(1986)-  30 58 25.     (N)    094 49 37.     (W)     SCALED    
 BL0528* NAVD 88     -        79.26   (+/-2cm)     260.0    (feet)  VERTCON   
 BL0528  ___________________________________________________________________
 BL0528  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0528
 BL0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0528
 BL0528.The horizontal coordinates were scaled from a topographic map and have
 BL0528.an estimated accuracy of +/- 6 seconds.
 BL0528
 BL0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0528.The vertical order pertains to the NGVD 29 superseded value.
 BL0528
 BL0528.The geoid height was determined by GEOID03.
 BL0528
 BL0528;                    North         East    Units  Estimated Accuracy
 BL0528;SPC TX C     - 3,157,900.    1,225,750.      MT  (+/- 180 meters Scaled)
 BL0528
 BL0528                          SUPERSEDED SURVEY CONTROL
 BL0528
 BL0528  NGVD 29 (??/??/92)   79.275  (m)          260.09   (f) ADJ UNCH    2 0
 BL0528
 BL0528.Superseded values are not recommended for survey control.
 BL0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0528.See file dsdata.txt to determine how the superseded data were derived.
 BL0528
 BL0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ255281(NAD 83)
 BL0528_MARKER: DB = BENCH MARK DISK
 BL0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0528_STAMPING: 260.213 Q 163 1934
 BL0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0528+STABILITY: SURFACE MOTION
 BL0528
 BL0528  HISTORY     - Date     Condition        Report By
 BL0528  HISTORY     - 1934     MONUMENTED       CGS
 BL0528  HISTORY     - 1935     GOOD             NGS
 BL0528  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0528
 BL0528                          STATION DESCRIPTION
 BL0528
 BL0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0528'1.7 MI S FROM CORRIGAN.
 BL0528'1.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0528'CORRIGAN, POLK COUNTY, 0.2 MILE SOUTH OF A PARALLEL TANGENT OF U.S.
 BL0528'HIGHWAY 59, AT MILEAGE 91.3, 70 FEET EAST OF THE CENTERLINE OF THE
 BL0528'TRACK, AND 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 BL0528'DISK, STAMPED 260.213 Q 163 1934 AND SET IN THE TOP OF A CONCRETE
 BL0528'POST.
 BL0528
 BL0528                          STATION RECOVERY (1977)
 BL0528
 BL0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0892 ***********************************************************************
 BL0892  DESIGNATION -  Q 164
 BL0892  PID         -  BL0892
 BL0892  STATE/COUNTY-  TX/POLK
 BL0892  USGS QUAD   -  BLANCHARD (1972)
 BL0892
 BL0892                         *CURRENT SURVEY CONTROL
 BL0892  ___________________________________________________________________
 BL0892* NAD 83(1986)-  30 43 38.     (N)    095 01 06.     (W)     SCALED    
 BL0892* NAVD 88     -        46.80   (+/-2cm)     153.5    (feet)  VERTCON   
 BL0892  ___________________________________________________________________
 BL0892  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL0892
 BL0892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0892
 BL0892.The horizontal coordinates were scaled from a topographic map and have
 BL0892.an estimated accuracy of +/- 6 seconds.
 BL0892
 BL0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0892.The vertical order pertains to the NGVD 29 superseded value.
 BL0892
 BL0892.The geoid height was determined by GEOID03.
 BL0892
 BL0892;                    North         East    Units  Estimated Accuracy
 BL0892;SPC TX C     - 3,129,730.    1,208,800.      MT  (+/- 180 meters Scaled)
 BL0892
 BL0892                          SUPERSEDED SURVEY CONTROL
 BL0892
 BL0892  NGVD 29 (??/??/92)   46.813  (m)          153.59   (f) ADJ UNCH    2 0
 BL0892
 BL0892.Superseded values are not recommended for survey control.
 BL0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0892.See file dsdata.txt to determine how the superseded data were derived.
 BL0892
 BL0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ067011(NAD 83)
 BL0892_MARKER: DB = BENCH MARK DISK
 BL0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0892_STAMPING: Q 164 1934
 BL0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0892+STABILITY: SURFACE MOTION
 BL0892
 BL0892  HISTORY     - Date     Condition        Report By
 BL0892  HISTORY     - 1934     MONUMENTED       CGS
 BL0892  HISTORY     - 1947     GOOD             NGS
 BL0892  HISTORY     - 1954     MARK NOT FOUND   USGS
 BL0892  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0892
 BL0892                          STATION DESCRIPTION
 BL0892
 BL0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0892'2.1 MI E FROM BLANCHARD.
 BL0892'2.1 MILES EAST ALONG AN ABANDONED BRANCH OF THE WACO, BEAUMONT,
 BL0892'TRINITY AND SABINE RAILROAD FROM THE POST OFFICE AT BLANCHARD, 35
 BL0892'YARDS EAST OF THE EAST END OF A CUT, 45.0 FEET NORTH OF AND ACROSS THE
 BL0892'TRACK FROM AN OLD TELEGRAPH POLE, 14.0 FEET WEST OF A 15 INCH PINE
 BL0892'TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BL0892'THE GROUND.  NOTE-- IT WAS REPORTED IN SEPT. 1951 THAT 14 INCHES OF
 BL0892'THE CONCRETE POST WITH THE DISK WAS BROKEN OFF FLUSH WITH THE GROUND.
 BL0892
 BL0892                          STATION RECOVERY (1954)
 BL0892
 BL0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BL0892'MARK NOT FOUND.
 BL0892
 BL0892                          STATION RECOVERY (1997)
 BL0892
 BL0892'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0047 ***********************************************************************
 BL0047  DESIGNATION -  Q 165
 BL0047  PID         -  BL0047
 BL0047  STATE/COUNTY-  TX/TYLER
 BL0047  USGS QUAD   -  TOWN BLUFF (1984)
 BL0047
 BL0047                         *CURRENT SURVEY CONTROL
 BL0047  ___________________________________________________________________
 BL0047* NAD 83(1986)-  30 47 01.     (N)    094 14 46.     (W)     SCALED    
 BL0047* NAVD 88     -        71.05   (+/-2cm)     233.1    (feet)  VERTCON   
 BL0047  ___________________________________________________________________
 BL0047  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BL0047
 BL0047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0047
 BL0047.The horizontal coordinates were scaled from a topographic map and have
 BL0047.an estimated accuracy of +/- 6 seconds.
 BL0047
 BL0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0047.The vertical order pertains to the NGVD 29 superseded value.
 BL0047
 BL0047.The geoid height was determined by GEOID03.
 BL0047
 BL0047;                    North         East    Units  Estimated Accuracy
 BL0047;SPC TX C     - 3,139,760.    1,282,310.      MT  (+/- 180 meters Scaled)
 BL0047
 BL0047                          SUPERSEDED SURVEY CONTROL
 BL0047
 BL0047  NGVD 29 (??/??/92)   71.041  (m)          233.07   (f) ADJ UNCH    2 0
 BL0047
 BL0047.Superseded values are not recommended for survey control.
 BL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0047.See file dsdata.txt to determine how the superseded data were derived.
 BL0047
 BL0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ807062(NAD 83)
 BL0047_MARKER: DB = BENCH MARK DISK
 BL0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0047_STAMPING: 233.103 Q 165 1934
 BL0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0047+STABILITY: SURFACE MOTION
 BL0047
 BL0047  HISTORY     - Date     Condition        Report By
 BL0047  HISTORY     - 1934     MONUMENTED       CGS
 BL0047  HISTORY     - 1934     GOOD             NGS
 BL0047
 BL0047                          STATION DESCRIPTION
 BL0047
 BL0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0047'10.2 MI E FROM WOODVILLE.
 BL0047'10.2 MILES EAST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM WOODVILLE,
 BL0047'TYLER COUNTY, ON THE OUTSIDE OF A CURVE, 309 FEET WEST OF A SMALL
 BL0047'WOODEN CULVERT, AND 27 FEET NORTH OF THE CENTERLINE OF THE OLD
 BL0047'HIGHWAY.  A STANDARD DISK, STAMPED 233.103 Q 165 1934 AND SET IN THE
 BL0047'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1320 ***********************************************************************
 BL1320  DESIGNATION -  Q 166
 BL1320  PID         -  BL1320
 BL1320  STATE/COUNTY-  TX/SAN JACINTO
 BL1320  USGS QUAD   -  WESTCOTT (1976)
 BL1320
 BL1320                         *CURRENT SURVEY CONTROL
 BL1320  ___________________________________________________________________
 BL1320* NAD 83(1986)-  30 25 06.     (N)    095 02 42.     (W)     SCALED    
 BL1320* NAVD 88     -        50.21   (+/-2cm)     164.7    (feet)  VERTCON   
 BL1320  ___________________________________________________________________
 BL1320  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1320
 BL1320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1320
 BL1320.The horizontal coordinates were scaled from a topographic map and have
 BL1320.an estimated accuracy of +/- 6 seconds.
 BL1320
 BL1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1320.The vertical order pertains to the NGVD 29 superseded value.
 BL1320
 BL1320.The geoid height was determined by GEOID03.
 BL1320
 BL1320;                    North         East    Units  Estimated Accuracy
 BL1320;SPC TX C     - 3,095,400.    1,207,870.      MT  (+/- 180 meters Scaled)
 BL1320
 BL1320                          SUPERSEDED SURVEY CONTROL
 BL1320
 BL1320  NGVD 29 (??/??/92)   50.220  (m)          164.76   (f) ADJ UNCH    2 0
 BL1320
 BL1320.Superseded values are not recommended for survey control.
 BL1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1320.See file dsdata.txt to determine how the superseded data were derived.
 BL1320
 BL1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP035669(NAD 83)
 BL1320_MARKER: DB = BENCH MARK DISK
 BL1320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1320_SP_SET: BRIDGE
 BL1320_STAMPING: 164.895 Q 166 1934
 BL1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1320
 BL1320  HISTORY     - Date     Condition        Report By
 BL1320  HISTORY     - 1934     MONUMENTED       CGS
 BL1320  HISTORY     - 1958     MARK NOT FOUND   USGS
 BL1320
 BL1320                          STATION DESCRIPTION
 BL1320
 BL1320'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BL1320'5.9 MI N FROM CLEVELAND.
 BL1320'IN SAN JACINTO COUNTY, 5.9 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BL1320'RAILROAD FROM CLEVELAND, LIBERTY COUNTY, ABOUT 400 FEET NORTHWEST OF
 BL1320'MILEPOST 49, 100 FEET WEST OF TRESTLE 49 A, AT A BRIDGE ON U.S.
 BL1320'HIGHWAY 59, IN THE TOP OF THE SOUTH WALL, AND 15 FEET EAST OF THE
 BL1320'HIGHWAY.  A STANDARD DISK, STAMPED 164.895 Q 166 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0466 ***********************************************************************
 BL0466  DESIGNATION -  Q 167
 BL0466  PID         -  BL0466
 BL0466  STATE/COUNTY-  TX/LIBERTY
 BL0466  USGS QUAD   -  HARDIN (1984)
 BL0466
 BL0466                         *CURRENT SURVEY CONTROL
 BL0466  ___________________________________________________________________
 BL0466* NAD 83(1986)-  30 10 49.     (N)    094 44 35.     (W)     SCALED    
 BL0466* NAVD 88     -        26.36   (+/-2cm)      86.5    (feet)  VERTCON   
 BL0466  ___________________________________________________________________
 BL0466  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0466
 BL0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0466
 BL0466.The horizontal coordinates were scaled from a topographic map and have
 BL0466.an estimated accuracy of +/- 6 seconds.
 BL0466
 BL0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0466.The vertical order pertains to the NGVD 29 superseded value.
 BL0466
 BL0466.The geoid height was determined by GEOID03.
 BL0466
 BL0466;                    North         East    Units  Estimated Accuracy
 BL0466;SPC TX C     - 3,070,460.    1,238,170.      MT  (+/- 180 meters Scaled)
 BL0466
 BL0466                          SUPERSEDED SURVEY CONTROL
 BL0466
 BL0466  NGVD 29 (??/??/92)   26.371  (m)           86.52   (f) ADJ UNCH    2 0
 BL0466
 BL0466.Superseded values are not recommended for survey control.
 BL0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0466.See file dsdata.txt to determine how the superseded data were derived.
 BL0466
 BL0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP321400(NAD 83)
 BL0466_MARKER: DB = BENCH MARK DISK
 BL0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0466_STAMPING: 86.647 Q 167 1934
 BL0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0466+STABILITY: SURFACE MOTION
 BL0466
 BL0466  HISTORY     - Date     Condition        Report By
 BL0466  HISTORY     - 1934     MONUMENTED       CGS
 BL0466  HISTORY     - 1935     GOOD             NGS
 BL0466  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL0466
 BL0466                          STATION DESCRIPTION
 BL0466
 BL0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0466'10.2 MI N FROM LIBERTY.
 BL0466'10.2 MILES NORTH ALONG STATE HIGHWAY 146 FROM LIBERTY, LIBERTY COUNTY,
 BL0466'ABOUT 300 FEET NORTH OF A SIDE ROAD, 50 FEET WEST OF THE CENTERLINE OF
 BL0466'THE HIGHWAY, AND 1 FOOT EAST OF THE FENCE ALONG THE PROPERTY LINE OF
 BL0466'DELITH RYE.  A STANDARD DISK, STAMPED 86.647 Q 167 1934 AND SET IN THE
 BL0466'TOP OF A CONCRETE POST.
 BL0466
 BL0466                          STATION RECOVERY (2005)
 BL0466
 BL0466'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2699 ***********************************************************************
 AW2699  DESIGNATION -  Q 169
 AW2699  PID         -  AW2699
 AW2699  STATE/COUNTY-  TX/GALVESTON
 AW2699  USGS QUAD   -  TEXAS CITY (1994)
 AW2699
 AW2699                         *CURRENT SURVEY CONTROL
 AW2699  ___________________________________________________________________
 AW2699* NAD 83(1986)-  29 24 30.     (N)    094 55 13.     (W)     SCALED    
 AW2699* NAVD 88     -         1.55   (+/-2cm)       5.1    (feet)  VERTCON   
 AW2699  ___________________________________________________________________
 AW2699  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW2699
 AW2699  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2699
 AW2699.The horizontal coordinates were scaled from a topographic map and have
 AW2699.an estimated accuracy of +/- 6 seconds.
 AW2699
 AW2699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2699.The vertical order pertains to the NGVD 29 superseded value.
 AW2699
 AW2699.The geoid height was determined by GEOID03.
 AW2699
 AW2699;                    North         East    Units  Estimated Accuracy
 AW2699;SPC TXSC     - 4,181,460.      995,820.      MT  (+/- 180 meters Scaled)
 AW2699
 AW2699                          SUPERSEDED SURVEY CONTROL
 AW2699
 AW2699  NGVD 29 (??/??/92)    1.546  (m)            5.07   (f) ADJ UNCH    1 2
 AW2699
 AW2699.Superseded values are not recommended for survey control.
 AW2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2699.See file dsdata.txt to determine how the superseded data were derived.
 AW2699
 AW2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN136547(NAD 83)
 AW2699_MARKER: DB = BENCH MARK DISK
 AW2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2699_STAMPING: Q-169 1936
 AW2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2699+STABILITY: SURFACE MOTION
 AW2699
 AW2699  HISTORY     - Date     Condition        Report By
 AW2699  HISTORY     - 1936     MONUMENTED       CGS
 AW2699  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW2699  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 AW2699
 AW2699                          STATION DESCRIPTION
 AW2699
 AW2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2699'2.3 MI N FROM TEXAS CITY.
 AW2699'2.3 MILES NORTHWEST OF THE CITY HALL ALONG STATE HIGHWAY 146 BETWEEN
 AW2699'TEXAS CITY AND LAPORTE, ALONG EAST AND WEST TANGENT 1.1 MILES WEST OF
 AW2699'THE FIRST TURN NORTH OF TEXAS CITY, 56 FEET NORTH OF THE CENTER LINE
 AW2699'OF THE HIGHWAY, 8 FEET EAST OF THE EAST END OF GATE, AND 1.0 FEET
 AW2699'SOUTH OF FENCE LINE.
 AW2699
 AW2699                          STATION RECOVERY (2004)
 AW2699
 AW2699'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2699'MARK NOT FOUND.
 AW2699
 AW2699                          STATION RECOVERY (2005)
 AW2699
 AW2699'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1260 ***********************************************************************
 AW1260  DESIGNATION -  Q 170
 AW1260  PID         -  AW1260
 AW1260  STATE/COUNTY-  TX/HARRIS
 AW1260  USGS QUAD   -  PASADENA (1995)
 AW1260
 AW1260                         *CURRENT SURVEY CONTROL
 AW1260  ___________________________________________________________________
 AW1260* NAD 83(1986)-  29 39 56.     (N)    095 09 40.     (W)     SCALED    
 AW1260* NAVD 88     -         9.947  (meters)      32.63   (feet)  ADJUSTED  
 AW1260  ___________________________________________________________________
 AW1260  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1260  DYNAMIC HT  -           9.934 (meters)      32.59  (feet)  COMP
 AW1260  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 AW1260
 AW1260  VERT ORDER  -  FIRST     CLASS II
 AW1260
 AW1260.The horizontal coordinates were scaled from a topographic map and have
 AW1260.an estimated accuracy of +/- 6 seconds.
 AW1260
 AW1260.The orthometric height was determined by differential leveling
 AW1260.and adjusted by the National Geodetic Survey in June 1991..
 AW1260
 AW1260.The geoid height was determined by GEOID03.
 AW1260
 AW1260.The dynamic height is computed by dividing the NAVD 88
 AW1260.geopotential number by the normal gravity value computed on the
 AW1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1260.degrees latitude (g = 980.6199 gals.).
 AW1260
 AW1260.The modeled gravity was interpolated from observed gravity values.
 AW1260
 AW1260;                    North         East    Units  Estimated Accuracy
 AW1260;SPC TXSC     - 4,209,160.      971,520.      MT  (+/- 180 meters Scaled)
 AW1260
 AW1260                          SUPERSEDED SURVEY CONTROL
 AW1260
 AW1260  NGVD 29 (12/23/87)    9.944  (m)           32.62   (f) ADJUSTED    1 2
 AW1260
 AW1260.Superseded values are not recommended for survey control.
 AW1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1260.See file dsdata.txt to determine how the superseded data were derived.
 AW1260
 AW1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN908836(NAD 83)
 AW1260_MARKER: DB = BENCH MARK DISK
 AW1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1260_SP_SET: CONCRETE POST
 AW1260_STAMPING: Q 170 1936
 AW1260_MARK LOGO: CGS   
 AW1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1260+STABILITY: SURFACE MOTION
 AW1260
 AW1260  HISTORY     - Date     Condition        Report By
 AW1260  HISTORY     - 1936     MONUMENTED       CGS
 AW1260  HISTORY     - 1964     GOOD             NGS
 AW1260  HISTORY     - 1978     GOOD             NGS
 AW1260  HISTORY     - 1986     GOOD             NGS
 AW1260  HISTORY     - 1987     GOOD             USPSQD
 AW1260  HISTORY     - 1987     GOOD             USPSQD
 AW1260  HISTORY     - 1987     GOOD             USPSQD
 AW1260  HISTORY     - 1987     GOOD             USPSQD
 AW1260  HISTORY     - 1988     GOOD             USPSQD
 AW1260  HISTORY     - 1988     GOOD             USPSQD
 AW1260  HISTORY     - 1988     GOOD             USPSQD
 AW1260  HISTORY     - 1988     GOOD             USPSQD
 AW1260  HISTORY     - 1988     GOOD             USPSQD
 AW1260  HISTORY     - 1988     GOOD             USPSQD
 AW1260  HISTORY     - 1988     GOOD             USPSQD
 AW1260  HISTORY     - 1988     GOOD             USPSQD
 AW1260  HISTORY     - 1988     GOOD             USPSQD
 AW1260  HISTORY     - 1989     GOOD             USPSQD
 AW1260  HISTORY     - 1989     GOOD             USPSQD
 AW1260  HISTORY     - 1989     GOOD             USPSQD
 AW1260  HISTORY     - 1989     GOOD             USPSQD
 AW1260  HISTORY     - 1989     GOOD             USPSQD
 AW1260  HISTORY     - 1989     GOOD             USPSQD
 AW1260  HISTORY     - 1989     GOOD             USPSQD
 AW1260  HISTORY     - 19910202 GOOD             USPSQD
 AW1260  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 AW1260  HISTORY     - 19980307 GOOD             USPSQD
 AW1260  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1260  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1260  HISTORY     - 20030206 GOOD             USPSQD
 AW1260  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1260
 AW1260                          STATION DESCRIPTION
 AW1260
 AW1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1260'4.45 MI E FROM DUMONT (S. HOUSTON).
 AW1260'ABOUT 4.45 MILES EAST ALONG THE SPENCER HIGHWAY FROM THE GALVESTON,
 AW1260'HOUSTON AND HENDERSON RAILROAD STATION AT SOUTH HOUSTON, 50 1/2 FEET
 AW1260'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF THE CENTER
 AW1260'LINE OF BLUEBONNET STREET, 5 FEET WEST OF A POWER POLE, AND SET IN THE
 AW1260'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE A LAWN.  NOTE-- IT IS
 AW1260'HIDDEN FROM VIEW BY A LARGE SHRUB.
 AW1260
 AW1260                          STATION RECOVERY (1978)
 AW1260
 AW1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1986)
 AW1260
 AW1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1260'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 AW1260'LARGE SHRUB MENTIONED THEREIN NO LONGER EXIST, AND POWER POLE IS
 AW1260'NUMBER 5234.
 AW1260
 AW1260                          STATION RECOVERY (1987)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1987)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1987)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1987)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1988)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1988)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1988)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1988)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1988)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1988)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1988)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1988)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1988)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1989)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1989)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1989)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1989)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1989)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1989)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1989)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1991)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (1992)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1992 (BIW)
 AW1260'MARK NOT FOUND.
 AW1260
 AW1260                          STATION RECOVERY (1998)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1260'RECOVERED IN GOOD CONDITION.
 AW1260
 AW1260                          STATION RECOVERY (2000)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1260'MARK NOT FOUND.
 AW1260
 AW1260                          STATION RECOVERY (2001)
 AW1260
 AW1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1260'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1260
 AW1260                          STATION RECOVERY (2003)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1260'SHRUB HAS BEEN REMOVED.  MARK IS 6 INCHES NORTH OF WITNESS POST.
 AW1260
 AW1260                          STATION RECOVERY (2004)
 AW1260
 AW1260'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1260'NEW SERVICE STATION ON THIS CORNER. GPS SHOWS IT TO BE IN FLOWER BED
 AW1260'BUT COULD NOT FIND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1355 ***********************************************************************
 AW1355  DESIGNATION -  Q 171 RESET 1956
 AW1355  PID         -  AW1355
 AW1355  STATE/COUNTY-  TX/GALVESTON
 AW1355  USGS QUAD   -  FLAKE (1994)
 AW1355
 AW1355                         *CURRENT SURVEY CONTROL
 AW1355  ___________________________________________________________________
 AW1355* NAD 83(1986)-  29 27 19.     (N)    094 38 41.     (W)     SCALED    
 AW1355* NAVD 88     -         1.79   (+/-2cm)       5.9    (feet)  VERTCON   
 AW1355  ___________________________________________________________________
 AW1355  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1355
 AW1355  VERT ORDER  -  THIRD (See Below)
 AW1355
 AW1355.The horizontal coordinates were scaled from a topographic map and have
 AW1355.an estimated accuracy of +/- 6 seconds.
 AW1355
 AW1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1355.The vertical order pertains to the NGVD 29 superseded value.
 AW1355
 AW1355.The geoid height was determined by GEOID03.
 AW1355
 AW1355;                    North         East    Units  Estimated Accuracy
 AW1355;SPC TXSC     - 4,187,620.    1,022,350.      MT  (+/- 180 meters Scaled)
 AW1355
 AW1355                          SUPERSEDED SURVEY CONTROL
 AW1355
 AW1355  NGVD 29 (??/??/??)    1.79   (m)            5.9    (f) RESET       3  
 AW1355
 AW1355.Superseded values are not recommended for survey control.
 AW1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1355.See file dsdata.txt to determine how the superseded data were derived.
 AW1355
 AW1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN405595(NAD 83)
 AW1355_MARKER: DB = BENCH MARK DISK
 AW1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1355_STAMPING: Q 171 RESET 1956
 AW1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1355+STABILITY: SURFACE MOTION
 AW1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1355+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1355
 AW1355  HISTORY     - Date     Condition        Report By
 AW1355  HISTORY     - 1956     MONUMENTED       CGS
 AW1355  HISTORY     - 1958     GOOD             NGS
 AW1355  HISTORY     - 1977     GOOD             NGS
 AW1355  HISTORY     - 1978     GOOD             NGS
 AW1355  HISTORY     - 1990     GOOD             USPSQD
 AW1355  HISTORY     - 19990511 GOOD             USPSQD
 AW1355  HISTORY     - 20010430 GOOD             USPSQD
 AW1355  HISTORY     - 20020708 GOOD             USPSQD
 AW1355  HISTORY     - 20031009 GOOD             USPSQD
 AW1355  HISTORY     - 20041023 GOOD             USPSQD
 AW1355
 AW1355                          STATION DESCRIPTION
 AW1355
 AW1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1355'10.55 MI NE FROM PORT BOLIVAR.
 AW1355'ABOUT 10.55 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1355'LANDING AT PORT BOLIVAR, ABOUT 0.15 MILE SOUTHWEST OF THE JUNCTION OF
 AW1355'A SHELL ROAD LEADING NORTHWEST AND AN OILED ROAD LEADING SOUTHEAST, 60
 AW1355'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTHWEST
 AW1355'OF A FENCE, 1 FOOT NORTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL
 AW1355'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 AW1355'INCHES.
 AW1355
 AW1355                          STATION RECOVERY (1977)
 AW1355
 AW1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1355'RECOVERED IN GOOD CONDITION.
 AW1355
 AW1355                          STATION RECOVERY (1978)
 AW1355
 AW1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1355'RECOVERED IN GOOD CONDITION.
 AW1355
 AW1355                          STATION RECOVERY (1990)
 AW1355
 AW1355'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1355'RECOVERED IN GOOD CONDITION.
 AW1355
 AW1355                          STATION RECOVERY (1999)
 AW1355
 AW1355'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1355'RECOVERED IN GOOD CONDITION.
 AW1355
 AW1355                          STATION RECOVERY (2001)
 AW1355
 AW1355'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1355'RECOVERED IN GOOD CONDITION.
 AW1355
 AW1355                          STATION RECOVERY (2002)
 AW1355
 AW1355'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1355'RECOVERED IN GOOD CONDITION.
 AW1355
 AW1355                          STATION RECOVERY (2003)
 AW1355
 AW1355'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1355'RECOVERED IN GOOD CONDITION.
 AW1355
 AW1355                          STATION RECOVERY (2004)
 AW1355
 AW1355'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2545 ***********************************************************************
 AW2545  DESIGNATION -  Q 172
 AW2545  PID         -  AW2545
 AW2545  STATE/COUNTY-  TX/CHAMBERS
 AW2545  USGS QUAD   -  STOWELL (1993)
 AW2545
 AW2545                         *CURRENT SURVEY CONTROL
 AW2545  ___________________________________________________________________
 AW2545* NAD 83(1986)-  29 47 28.     (N)    094 29 44.     (W)     SCALED    
 AW2545* NAVD 88     -         7.73   (+/-2cm)      25.4    (feet)  VERTCON   
 AW2545  ___________________________________________________________________
 AW2545  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2545
 AW2545  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2545
 AW2545.The horizontal coordinates were scaled from a topographic map and have
 AW2545.an estimated accuracy of +/- 6 seconds.
 AW2545
 AW2545.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2545.The vertical order pertains to the NGVD 29 superseded value.
 AW2545
 AW2545.The geoid height was determined by GEOID03.
 AW2545
 AW2545;                    North         East    Units  Estimated Accuracy
 AW2545;SPC TXSC     - 4,225,360.    1,035,370.      MT  (+/- 180 meters Scaled)
 AW2545
 AW2545                          SUPERSEDED SURVEY CONTROL
 AW2545
 AW2545  NGVD 29 (??/??/92)    7.727  (m)           25.35   (f) ADJ UNCH    1 2
 AW2545
 AW2545.Superseded values are not recommended for survey control.
 AW2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2545.See file dsdata.txt to determine how the superseded data were derived.
 AW2545
 AW2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN554965(NAD 83)
 AW2545_MARKER: DB = BENCH MARK DISK
 AW2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2545_STAMPING: Q 172 1936 25.650
 AW2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2545+STABILITY: SURFACE MOTION
 AW2545
 AW2545  HISTORY     - Date     Condition        Report By
 AW2545  HISTORY     - 1936     MONUMENTED       CGS
 AW2545  HISTORY     - 1959     GOOD             NGS
 AW2545  HISTORY     - 19890402 MARK NOT FOUND   USPSQD
 AW2545
 AW2545                          STATION DESCRIPTION
 AW2545
 AW2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2545'5.6 MI E FROM MONROE CITY.
 AW2545'ABOUT 5.6 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POST OFFICE AT
 AW2545'MONROE CITY, ABOUT 0.15 MILE EAST OF THE JUNCTION OF FARM ROAD 1941,
 AW2545'53 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 263 FEET WEST OF THE
 AW2545'WEST END OF A 30-INCH CONCRETE CULVERT UNDER A TRAIL ROAD LEADING INTO
 AW2545'A FIELD, 50 FEET NORTHWEST OF A TELEPHONE POLE, 14 FEET SOUTH OF A
 AW2545'FENCE, 13.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 AW2545'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST 1 INCH BELOW
 AW2545'THE GROUND.
 AW2545
 AW2545                          STATION RECOVERY (1989)
 AW2545
 AW2545'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1521 ***********************************************************************
 AN1521  DESIGNATION -  Q 175
 AN1521  PID         -  AN1521
 AN1521  STATE/COUNTY-  TX/SAN PATRICIO
 AN1521  USGS QUAD   -  SINTON WEST (1979)
 AN1521
 AN1521                         *CURRENT SURVEY CONTROL
 AN1521  ___________________________________________________________________
 AN1521* NAD 83(1986)-  28 02 26.     (N)    097 32 40.     (W)     SCALED    
 AN1521* NAVD 88     -        14.593  (meters)      47.88   (feet)  ADJUSTED  
 AN1521  ___________________________________________________________________
 AN1521  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1521  DYNAMIC HT  -          14.571 (meters)      47.80  (feet)  COMP
 AN1521  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 AN1521
 AN1521  VERT ORDER  -  FIRST     CLASS II
 AN1521
 AN1521.This mark is at San Patricio Co (T69) Airport (T69)
 AN1521
 AN1521.The horizontal coordinates were scaled from a topographic map and have
 AN1521.an estimated accuracy of +/- 6 seconds.
 AN1521
 AN1521.The orthometric height was determined by differential leveling
 AN1521.and adjusted by the National Geodetic Survey in June 1991..
 AN1521
 AN1521.The geoid height was determined by GEOID03.
 AN1521
 AN1521.The dynamic height is computed by dividing the NAVD 88
 AN1521.geopotential number by the normal gravity value computed on the
 AN1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1521.degrees latitude (g = 980.6199 gals.).
 AN1521
 AN1521.The modeled gravity was interpolated from observed gravity values.
 AN1521
 AN1521;                    North         East    Units  Estimated Accuracy
 AN1521;SPC TX S     - 5,263,380.      393,960.      MT  (+/- 180 meters Scaled)
 AN1521
 AN1521                          SUPERSEDED SURVEY CONTROL
 AN1521
 AN1521  NGVD 29 (??/??/92)   14.76   (m)           48.4    (f) COMPUTED    1 2
 AN1521
 AN1521.Superseded values are not recommended for survey control.
 AN1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1521.See file dsdata.txt to determine how the superseded data were derived.
 AN1521
 AN1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS430025(NAD 83)
 AN1521_MARKER: DB = BENCH MARK DISK
 AN1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1521_STAMPING: Q 175 1950
 AN1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1521+STABILITY: SURFACE MOTION
 AN1521
 AN1521  HISTORY     - Date     Condition        Report By
 AN1521  HISTORY     - 1950     MONUMENTED       CGS
 AN1521  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1521  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1521
 AN1521                          STATION DESCRIPTION
 AN1521
 AN1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN1521'1.9 MI NW FROM SINTON.
 AN1521'0.15 MILE WEST ALONG U.S. HIGHWAYS 77 AND 181 FROM THE COURTHOUSE AT
 AN1521'SINTON, THENCE 1.75 MILES NORTHWEST ALONG FARM ROAD 630, AT THE
 AN1521'COMMUNITY AIRPORT, 1.6 FEET WEST OF THE SOUTHWEST CORNER OF THE
 AN1521'HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AN1521'GROUND.
 AN1521
 AN1521                          STATION RECOVERY (1974)
 AN1521
 AN1521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1521'MARK NOT FOUND.
 AN1521
 AN1521                          STATION RECOVERY (1995)
 AN1521
 AN1521'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0983 ***********************************************************************
 AB0983  DESIGNATION -  Q 177
 AB0983  PID         -  AB0983
 AB0983  STATE/COUNTY-  TX/KENEDY
 AB0983  USGS QUAD   -  RUDOLPH (1982)
 AB0983
 AB0983                         *CURRENT SURVEY CONTROL
 AB0983  ___________________________________________________________________
 AB0983* NAD 83(1986)-  26 40 38.     (N)    097 46 07.     (W)     SCALED    
 AB0983* NAVD 88     -         6.903  (meters)      22.65   (feet)  ADJUSTED  
 AB0983  ___________________________________________________________________
 AB0983  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AB0983  DYNAMIC HT  -           6.892 (meters)      22.61  (feet)  COMP
 AB0983  MODELED GRAV-     979,060.6   (mgal)                       NAVD 88
 AB0983
 AB0983  VERT ORDER  -  FIRST     CLASS II
 AB0983
 AB0983.The horizontal coordinates were scaled from a topographic map and have
 AB0983.an estimated accuracy of +/- 6 seconds.
 AB0983
 AB0983.The orthometric height was determined by differential leveling
 AB0983.and adjusted by the National Geodetic Survey in June 1991..
 AB0983.WARNING-Repeat measurements at this control monument indicate possible
 AB0983.vertical movement.
 AB0983
 AB0983.The geoid height was determined by GEOID03.
 AB0983
 AB0983.The dynamic height is computed by dividing the NAVD 88
 AB0983.geopotential number by the normal gravity value computed on the
 AB0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0983.degrees latitude (g = 980.6199 gals.).
 AB0983
 AB0983.The modeled gravity was interpolated from observed gravity values.
 AB0983
 AB0983;                    North         East    Units  Estimated Accuracy
 AB0983;SPC TX S     - 5,112,170.      372,790.      MT  (+/- 180 meters Scaled)
 AB0983
 AB0983                          SUPERSEDED SURVEY CONTROL
 AB0983
 AB0983.No superseded survey control is available for this station.
 AB0983
 AB0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ225512(NAD 83)
 AB0983_MARKER: DB = BENCH MARK DISK
 AB0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0983_STAMPING: Q 177 1951
 AB0983_MARK LOGO: CGS   
 AB0983_PROJECTION: FLUSH
 AB0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0983+STABILITY: SURFACE MOTION
 AB0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0983+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AB0983
 AB0983  HISTORY     - Date     Condition        Report By
 AB0983  HISTORY     - 1951     MONUMENTED       CGS
 AB0983  HISTORY     - 1981     GOOD             NGS
 AB0983  HISTORY     - 1987     GOOD             USPSQD
 AB0983  HISTORY     - 1988     GOOD             USPSQD
 AB0983  HISTORY     - 1988     GOOD             USPSQD
 AB0983  HISTORY     - 20040203 GOOD             USPSQD
 AB0983
 AB0983                          STATION DESCRIPTION
 AB0983
 AB0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0983'7.6 MI S FROM NORIAS.
 AB0983'7.6 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0983'FROM THE STATION AT NORIAS, 0.6 MILE SOUTH OF THE WATER TANK AT
 AB0983'RUDOLPH, 90 FEET EAST OF AND ACROSS THE TRACK FROM MILEPOST 60, 71
 AB0983'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 50.4 FEET EAST OF THE
 AB0983'EAST RAIL, 2.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 AB0983'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- NOW
 AB0983'THE SOUTHERN PACIFIC LINES.
 AB0983
 AB0983                          STATION RECOVERY (1981)
 AB0983
 AB0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0983'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB0983'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 15.8 KM (9.85 MI) NORTH
 AB0983'ALONG U.S. HIGHWAY 77, 27.4 METERS (90.0 FT) EAST AND ACROSS THE
 AB0983'TRACKS FROM MILEPOST 60, 21.6 METERS (71.0 FT) WEST OF THE CENTERLINE
 AB0983'OF U.S. HIGHWAY 77, 15.2 METERS (50.0 FT) EAST OF THE EAST RAIL OF THE
 AB0983'MISSOURI PACIFIC RAILROAD TRACKS, AND 1.7 METERS (5.5 FT) NORTH OF A
 AB0983'WARNING SIGN POST FOR A BURIED TELEPHONE CABLE LINE POLE NUMBER 342.
 AB0983'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 AB0983'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB0983
 AB0983                          STATION RECOVERY (1987)
 AB0983
 AB0983'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0983'RECOVERED IN GOOD CONDITION.
 AB0983
 AB0983                          STATION RECOVERY (1988)
 AB0983
 AB0983'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0983'RECOVERED IN GOOD CONDITION.
 AB0983
 AB0983                          STATION RECOVERY (1988)
 AB0983
 AB0983'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0983'RECOVERED IN GOOD CONDITION.
 AB0983
 AB0983                          STATION RECOVERY (2004)
 AB0983
 AB0983'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0527 ***********************************************************************
 AH0527  DESIGNATION -  Q 179 RESET 1974
 AH0527  PID         -  AH0527
 AH0527  STATE/COUNTY-  TX/KENEDY
 AH0527  USGS QUAD   -  TURCOTTE (1979)
 AH0527
 AH0527                         *CURRENT SURVEY CONTROL
 AH0527  ___________________________________________________________________
 AH0527* NAD 83(1986)-  27 03 58.     (N)    097 47 38.     (W)     SCALED    
 AH0527* NAVD 88     -        11.487  (meters)      37.69   (feet)  ADJUSTED  
 AH0527  ___________________________________________________________________
 AH0527  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AH0527  DYNAMIC HT  -          11.469 (meters)      37.63  (feet)  COMP
 AH0527  MODELED GRAV-     979,083.4   (mgal)                       NAVD 88
 AH0527
 AH0527  VERT ORDER  -  FIRST     CLASS II
 AH0527
 AH0527.The horizontal coordinates were scaled from a topographic map and have
 AH0527.an estimated accuracy of +/- 6 seconds.
 AH0527
 AH0527.The orthometric height was determined by differential leveling
 AH0527.and adjusted by the National Geodetic Survey in June 1991..
 AH0527
 AH0527.The geoid height was determined by GEOID03.
 AH0527
 AH0527.The dynamic height is computed by dividing the NAVD 88
 AH0527.geopotential number by the normal gravity value computed on the
 AH0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0527.degrees latitude (g = 980.6199 gals.).
 AH0527
 AH0527.The modeled gravity was interpolated from observed gravity values.
 AH0527
 AH0527;                    North         East    Units  Estimated Accuracy
 AH0527;SPC TX S     - 5,155,240.      370,040.      MT  (+/- 180 meters Scaled)
 AH0527
 AH0527                          SUPERSEDED SURVEY CONTROL
 AH0527
 AH0527.No superseded survey control is available for this station.
 AH0527
 AH0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ196943(NAD 83)
 AH0527_MARKER: DB = BENCH MARK DISK
 AH0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0527_STAMPING: Q 179 RESET 1974
 AH0527_MARK LOGO: NGS   
 AH0527_PROJECTION: FLUSH
 AH0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0527+STABILITY: SURFACE MOTION
 AH0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0527+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AH0527
 AH0527  HISTORY     - Date     Condition        Report By
 AH0527  HISTORY     - 1974     MONUMENTED       NGS
 AH0527  HISTORY     - 1981     GOOD             NGS
 AH0527  HISTORY     - 20040201 GOOD             USPSQD
 AH0527
 AH0527                          STATION DESCRIPTION
 AH0527
 AH0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0527'11 MI S FROM SARITA.
 AH0527'FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15
 AH0527'MILE TO THE INTERSECTION OF U.S. HWY. 77.  TURN RIGHT AND GO SOUTH ON
 AH0527'U.S. HWY. 77 FOR 11.1 MILES TO MARK ON THE RIGHT, AT FENCE CORNER AND
 AH0527'ALSO A TRACK ROAD ON THE RIGHT.  NOTE-- THIS IS 4.4 MILES NORTH OF THE
 AH0527'TURCOTTE RAILROAD SIDING AND SIGN READING TURCOTTE.  STANDARD BENCH
 AH0527'MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, AND IS STAMPED Q
 AH0527'179 RESET 1974.  IT IS 91 FEET WEST OF THE CENTER-LINE OF U.S. HWY.
 AH0527'77, 14 FEET NORTH OF THE CENTER OF TRACK ROAD, 2 FEET NORTH OF A
 AH0527'FENCE-CORNER, 1.4 FEET EAST OF THE FENCE-LINE, 1 FOOT NORTH OF A METAL
 AH0527'WITNESS POST AND ABOUT 200 FEET EAST OF THE RAILROAD TRACKS.
 AH0527
 AH0527                          STATION RECOVERY (1981)
 AH0527
 AH0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0527'RECOVERED IN GOOD CONDITION.
 AH0527
 AH0527                          STATION RECOVERY (2004)
 AH0527
 AH0527'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0659 ***********************************************************************
 CD0659  DESIGNATION -  Q 18
 CD0659  PID         -  CD0659
 CD0659  STATE/COUNTY-  TX/EL PASO
 CD0659  USGS QUAD   -  FORT HANCOCK NW (1972)
 CD0659
 CD0659                         *CURRENT SURVEY CONTROL
 CD0659  ___________________________________________________________________
 CD0659* NAD 83(1986)-  31 24 17.     (N)    105 59 45.     (W)     SCALED    
 CD0659* NAVD 88     -      1123.563  (meters)    3686.22   (feet)  ADJUSTED  
 CD0659  ___________________________________________________________________
 CD0659  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CD0659  DYNAMIC HT  -        1121.809 (meters)    3680.47  (feet)  COMP
 CD0659  MODELED GRAV-     979,041.1   (mgal)                       NAVD 88
 CD0659
 CD0659  VERT ORDER  -  FIRST     CLASS II
 CD0659
 CD0659.The horizontal coordinates were scaled from a topographic map and have
 CD0659.an estimated accuracy of +/- 6 seconds.
 CD0659
 CD0659.The orthometric height was determined by differential leveling
 CD0659.and adjusted by the National Geodetic Survey in June 1991..
 CD0659
 CD0659.The geoid height was determined by GEOID03.
 CD0659
 CD0659.The dynamic height is computed by dividing the NAVD 88
 CD0659.geopotential number by the normal gravity value computed on the
 CD0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0659.degrees latitude (g = 980.6199 gals.).
 CD0659
 CD0659.The modeled gravity was interpolated from observed gravity values.
 CD0659
 CD0659;                    North         East    Units  Estimated Accuracy
 CD0659;SPC TX C     - 3,206,380.      161,790.      MT  (+/- 180 meters Scaled)
 CD0659
 CD0659                          SUPERSEDED SURVEY CONTROL
 CD0659
 CD0659  NGVD 29 (??/??/92) 1122.978  (m)         3684.30   (f) ADJ UNCH    1 2
 CD0659
 CD0659.Superseded values are not recommended for survey control.
 CD0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0659.See file dsdata.txt to determine how the superseded data were derived.
 CD0659
 CD0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ053748(NAD 83)
 CD0659_MARKER: P = PIPE CAP
 CD0659_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0659_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0659_STAMPING: Q 18 ELEV 3684.304 FT
 CD0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0659
 CD0659  HISTORY     - Date     Condition        Report By
 CD0659  HISTORY     - UNK      MONUMENTED       CGS
 CD0659  HISTORY     - 1956     GOOD             NGS
 CD0659
 CD0659                          STATION DESCRIPTION
 CD0659
 CD0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0659'6.2 MI E FROM TORNILLO.
 CD0659'6.2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0659'STATION AT TORNILLO, 12.8 FEET WEST OF MILEPOST 788, 35.8 FEET SOUTH
 CD0659'OF THE SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 13 FEET
 CD0659'NORTH OF A FENCE, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CD0659'PROJECTS 1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1838 ***********************************************************************
 CS1838  DESIGNATION -  Q 183
 CS1838  PID         -  CS1838
 CS1838  STATE/COUNTY-  TX/DALLAS
 CS1838  USGS QUAD   -  ARLINGTON (1981)
 CS1838
 CS1838                         *CURRENT SURVEY CONTROL
 CS1838  ___________________________________________________________________
 CS1838* NAD 83(1986)-  32 44 26.     (N)    097 01 17.     (W)     SCALED    
 CS1838* NAVD 88     -       168.195  (meters)     551.82   (feet)  ADJUSTED  
 CS1838  ___________________________________________________________________
 CS1838  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CS1838  DYNAMIC HT  -         168.001 (meters)     551.18  (feet)  COMP
 CS1838  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 CS1838
 CS1838  VERT ORDER  -  FIRST     CLASS II
 CS1838
 CS1838.The horizontal coordinates were scaled from a topographic map and have
 CS1838.an estimated accuracy of +/- 6 seconds.
 CS1838
 CS1838.The orthometric height was determined by differential leveling
 CS1838.and adjusted by the National Geodetic Survey in June 1991..
 CS1838
 CS1838.The geoid height was determined by GEOID03.
 CS1838
 CS1838.The dynamic height is computed by dividing the NAVD 88
 CS1838.geopotential number by the normal gravity value computed on the
 CS1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1838.degrees latitude (g = 980.6199 gals.).
 CS1838
 CS1838.The modeled gravity was interpolated from observed gravity values.
 CS1838
 CS1838;                    North         East    Units  Estimated Accuracy
 CS1838;SPC TXNC     - 2,120,060.      738,560.      MT  (+/- 180 meters Scaled)
 CS1838
 CS1838                          SUPERSEDED SURVEY CONTROL
 CS1838
 CS1838  NGVD 29 (??/??/92)  168.208  (m)          551.86   (f) ADJ UNCH    1 2
 CS1838
 CS1838.Superseded values are not recommended for survey control.
 CS1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1838.See file dsdata.txt to determine how the superseded data were derived.
 CS1838
 CS1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB853242(NAD 83)
 CS1838_MARKER: DB = BENCH MARK DISK
 CS1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1838_STAMPING: Q 183 1952
 CS1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1838+STABILITY: SURFACE MOTION
 CS1838
 CS1838  HISTORY     - Date     Condition        Report By
 CS1838  HISTORY     - 1952     MONUMENTED       CGS
 CS1838  HISTORY     - 1966     GOOD             NGS
 CS1838  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1838
 CS1838                          STATION DESCRIPTION
 CS1838
 CS1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1838'1.05 MI W FROM GRAND PRAIRIE.
 CS1838'1.05 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1838'AT GRAND PRAIRIE, 253 FEET WEST OF THE CENTER OF THE NORTH MAIN
 CS1838'ENTRANCE TO THE GRANDE PRAIRIE AIRPORT, 194 FEET NORTH OF THE
 CS1838'NORTHWEST CORNER OF THE WEST HANGAR, 84 FEET EAST OF A JOG IN A FENCE,
 CS1838'66 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF WEST
 CS1838'JEFFERSON STREET, 21 FEET SOUTHEAST OF A POWER POLE, AT THE NORTHWEST
 CS1838'CORNER OF A PARKING AREA, 1 FOOT SOUTH OF A FENCE, 3 FEET EAST OF A
 CS1838'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CS1838'FOOT ABOVE THE GROUND.
 CS1838
 CS1838                          STATION RECOVERY (1966)
 CS1838
 CS1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1838'RECOVERED IN GOOD CONDITION.
 CS1838
 CS1838                          STATION RECOVERY (1986)
 CS1838
 CS1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1409 ***********************************************************************
 CS1409  DESIGNATION -  Q 184
 CS1409  PID         -  CS1409
 CS1409  STATE/COUNTY-  TX/DALLAS
 CS1409  USGS QUAD   -  SEAGOVILLE (1973)
 CS1409
 CS1409                         *CURRENT SURVEY CONTROL
 CS1409  ___________________________________________________________________
 CS1409* NAD 83(1986)-  32 44 53.     (N)    096 35 30.     (W)     SCALED    
 CS1409* NAVD 88     -       138.921  (meters)     455.78   (feet)  ADJUSTED  
 CS1409  ___________________________________________________________________
 CS1409  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS1409  DYNAMIC HT  -         138.766 (meters)     455.27  (feet)  COMP
 CS1409  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 CS1409
 CS1409  VERT ORDER  -  SECOND    CLASS 0
 CS1409
 CS1409.The horizontal coordinates were scaled from a topographic map and have
 CS1409.an estimated accuracy of +/- 6 seconds.
 CS1409
 CS1409.The orthometric height was determined by differential leveling
 CS1409.and adjusted by the National Geodetic Survey in June 1991..
 CS1409
 CS1409.The geoid height was determined by GEOID03.
 CS1409
 CS1409.The dynamic height is computed by dividing the NAVD 88
 CS1409.geopotential number by the normal gravity value computed on the
 CS1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1409.degrees latitude (g = 980.6199 gals.).
 CS1409
 CS1409.The modeled gravity was interpolated from observed gravity values.
 CS1409
 CS1409;                    North         East    Units  Estimated Accuracy
 CS1409;SPC TXNC     - 2,121,540.      778,820.      MT  (+/- 180 meters Scaled)
 CS1409
 CS1409                          SUPERSEDED SURVEY CONTROL
 CS1409
 CS1409  NGVD 29 (??/??/92)  138.932  (m)          455.81   (f) ADJ UNCH    2 0
 CS1409
 CS1409.Superseded values are not recommended for survey control.
 CS1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1409.See file dsdata.txt to determine how the superseded data were derived.
 CS1409
 CS1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB256259(NAD 83)
 CS1409_MARKER: DB = BENCH MARK DISK
 CS1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1409_STAMPING: Q 184 1952
 CS1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1409+STABILITY: SURFACE MOTION
 CS1409
 CS1409  HISTORY     - Date     Condition        Report By
 CS1409  HISTORY     - 1952     MONUMENTED       CGS
 CS1409  HISTORY     - 1959     GOOD             NGS
 CS1409
 CS1409                          STATION DESCRIPTION
 CS1409
 CS1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1409'1.5 MI S FROM MESQUITE.
 CS1409'1.5 MI S OF MESQUITE ALONG BELT LINE ROAD.  THENCE 0.4 MI E ALONG LAKE
 CS1409'JUNE ROAD TO A PRIVATE AIR STRIP, ABOUT 1370 FT. E OF BELT LINE RD.,
 CS1409'ABOUT 1300 FT. N OF LAKE JUNE RD., 250 FT. W OF RUNWAY CENTERLINE, 84
 CS1409'FT. E OF FENCELINE.  A STANDARD DISK, STAMPED Q 184 1952 AND SET IN
 CS1409'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0288 ***********************************************************************
 DN0288  DESIGNATION -  Q 185
 DN0288  PID         -  DN0288
 DN0288  STATE/COUNTY-  TX/COLLIN
 DN0288  USGS QUAD   -  CELINA (1960)
 DN0288
 DN0288                         *CURRENT SURVEY CONTROL
 DN0288  ___________________________________________________________________
 DN0288* NAD 83(1986)-  33 18 16.     (N)    096 47 21.     (W)     SCALED    
 DN0288* NAVD 88     -       202.447  (meters)     664.19   (feet)  ADJUSTED  
 DN0288  ___________________________________________________________________
 DN0288  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN0288  DYNAMIC HT  -         202.231 (meters)     663.49  (feet)  COMP
 DN0288  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 DN0288
 DN0288  VERT ORDER  -  SECOND    CLASS 0
 DN0288
 DN0288.The horizontal coordinates were scaled from a topographic map and have
 DN0288.an estimated accuracy of +/- 6 seconds.
 DN0288
 DN0288.The orthometric height was determined by differential leveling
 DN0288.and adjusted by the National Geodetic Survey in June 1991..
 DN0288
 DN0288.The geoid height was determined by GEOID03.
 DN0288
 DN0288.The dynamic height is computed by dividing the NAVD 88
 DN0288.geopotential number by the normal gravity value computed on the
 DN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0288.degrees latitude (g = 980.6199 gals.).
 DN0288
 DN0288.The modeled gravity was interpolated from observed gravity values.
 DN0288
 DN0288;                    North         East    Units  Estimated Accuracy
 DN0288;SPC TXNC     - 2,182,910.      759,310.      MT  (+/- 180 meters Scaled)
 DN0288
 DN0288                          SUPERSEDED SURVEY CONTROL
 DN0288
 DN0288  NGVD 29 (??/??/92)  202.455  (m)          664.22   (f) ADJ UNCH    2 0
 DN0288
 DN0288.Superseded values are not recommended for survey control.
 DN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0288.See file dsdata.txt to determine how the superseded data were derived.
 DN0288
 DN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB058872(NAD 83)
 DN0288_MARKER: DB = BENCH MARK DISK
 DN0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0288_STAMPING: Q 185 1952
 DN0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0288+STABILITY: SURFACE MOTION
 DN0288
 DN0288  HISTORY     - Date     Condition        Report By
 DN0288  HISTORY     - 1952     MONUMENTED       CGS
 DN0288  HISTORY     - 19940707 POOR             USPSQD
 DN0288  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0288
 DN0288                          STATION DESCRIPTION
 DN0288
 DN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0288'4.6 MI N FROM PROSPER.
 DN0288'4.6 MILES NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0288'FROM THE STATION AT PROSPER, 73 FEET NORTHWEST OF THE FIRST POLE NORTH
 DN0288'OF MILEPOST 675, 82 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD
 DN0288'CROSSING, 45.4 FEET WEST OF THE WEST RAIL, 34 FEET SOUTH OF A FENCE
 DN0288'CORNER, 1.5 FEET EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET
 DN0288'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 DN0288'GROUND.  NOTE-- 1.4 MI S OF CELINA.
 DN0288
 DN0288                          STATION RECOVERY (1994)
 DN0288
 DN0288'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0288'MARK RECOVERED IN POOR CONDITION.
 DN0288
 DN0288                          STATION RECOVERY (2005)
 DN0288
 DN0288'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0419 ***********************************************************************
 DO0419  DESIGNATION -  Q 187
 DO0419  PID         -  DO0419
 DO0419  STATE/COUNTY-  TX/BAYLOR
 DO0419  USGS QUAD   -  SEYMOUR WEST (1966)
 DO0419
 DO0419                         *CURRENT SURVEY CONTROL
 DO0419  ___________________________________________________________________
 DO0419* NAD 83(1986)-  33 36 05.     (N)    099 19 46.     (W)     SCALED    
 DO0419* NAVD 88     -       395.789  (meters)    1298.52   (feet)  ADJUSTED  
 DO0419  ___________________________________________________________________
 DO0419  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DO0419  DYNAMIC HT  -         395.335 (meters)    1297.03  (feet)  COMP
 DO0419  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 DO0419
 DO0419  VERT ORDER  -  SECOND    CLASS 0
 DO0419
 DO0419.The horizontal coordinates were scaled from a topographic map and have
 DO0419.an estimated accuracy of +/- 6 seconds.
 DO0419
 DO0419.The orthometric height was determined by differential leveling
 DO0419.and adjusted by the National Geodetic Survey in June 1991..
 DO0419
 DO0419.The geoid height was determined by GEOID03.
 DO0419
 DO0419.The dynamic height is computed by dividing the NAVD 88
 DO0419.geopotential number by the normal gravity value computed on the
 DO0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0419.degrees latitude (g = 980.6199 gals.).
 DO0419
 DO0419.The modeled gravity was interpolated from observed gravity values.
 DO0419
 DO0419;                    North         East    Units  Estimated Accuracy
 DO0419;SPC TXNC     - 2,214,850.      523,020.      MT  (+/- 180 meters Scaled)
 DO0419
 DO0419                          SUPERSEDED SURVEY CONTROL
 DO0419
 DO0419  NGVD 29 (??/??/92)  395.666  (m)         1298.11   (f) ADJ UNCH    2 0
 DO0419
 DO0419.Superseded values are not recommended for survey control.
 DO0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0419.See file dsdata.txt to determine how the superseded data were derived.
 DO0419
 DO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC694180(NAD 83)
 DO0419_MARKER: DB = BENCH MARK DISK
 DO0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0419_STAMPING: Q-187 1933
 DO0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0419+STABILITY: SURFACE MOTION
 DO0419
 DO0419  HISTORY     - Date     Condition        Report By
 DO0419  HISTORY     - 1933     MONUMENTED       CGS
 DO0419  HISTORY     - 1966     MARK NOT FOUND   USGS
 DO0419
 DO0419                          STATION DESCRIPTION
 DO0419
 DO0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0419'3.9 MI W FROM SEYMOUR.
 DO0419'3.9 MILES WEST OF ALONG HIGHWAY NO. 24 36 FEET NORTH OF CENTER OF
 DO0419'HIGHWAY AND 20 FEET WEST OF CENTER OF CROSSROAD.
 DO0419
 DO0419                          STATION RECOVERY (1966)
 DO0419
 DO0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0199 ***********************************************************************
 DO0199  DESIGNATION -  Q 189
 DO0199  PID         -  DO0199
 DO0199  STATE/COUNTY-  TX/YOUNG
 DO0199  USGS QUAD   -  BRYSON (1981)
 DO0199
 DO0199                         *CURRENT SURVEY CONTROL
 DO0199  ___________________________________________________________________
 DO0199* NAD 83(1986)-  33 09 27.     (N)    098 25 56.     (W)     SCALED    
 DO0199* NAVD 88     -       366.057  (meters)    1200.97   (feet)  ADJUSTED  
 DO0199  ___________________________________________________________________
 DO0199  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DO0199  DYNAMIC HT  -         365.621 (meters)    1199.54  (feet)  COMP
 DO0199  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 DO0199
 DO0199  VERT ORDER  -  SECOND    CLASS 0
 DO0199
 DO0199.The horizontal coordinates were scaled from a topographic map and have
 DO0199.an estimated accuracy of +/- 6 seconds.
 DO0199
 DO0199.The orthometric height was determined by differential leveling
 DO0199.and adjusted by the National Geodetic Survey in June 1991..
 DO0199
 DO0199.The geoid height was determined by GEOID03.
 DO0199
 DO0199.The dynamic height is computed by dividing the NAVD 88
 DO0199.geopotential number by the normal gravity value computed on the
 DO0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0199.degrees latitude (g = 980.6199 gals.).
 DO0199
 DO0199.The modeled gravity was interpolated from observed gravity values.
 DO0199
 DO0199;                    North         East    Units  Estimated Accuracy
 DO0199;SPC TXNC     - 2,165,320.      606,320.      MT  (+/- 180 meters Scaled)
 DO0199
 DO0199                          SUPERSEDED SURVEY CONTROL
 DO0199
 DO0199  NGVD 29 (??/??/92)  365.963  (m)         1200.66   (f) ADJ UNCH    2 0
 DO0199
 DO0199.Superseded values are not recommended for survey control.
 DO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0199.See file dsdata.txt to determine how the superseded data were derived.
 DO0199
 DO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB529688(NAD 83)
 DO0199_MARKER: DB = BENCH MARK DISK
 DO0199_SETTING: 66 = SET IN ROCK OUTCROP
 DO0199_SP_SET: OUTCROP
 DO0199_STAMPING: Q 189 1933
 DO0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0199+STABILITY: POSITION/ELEVATION WELL
 DO0199
 DO0199  HISTORY     - Date     Condition        Report By
 DO0199  HISTORY     - 1933     MONUMENTED       CGS
 DO0199  HISTORY     - 1964     GOOD             USGS
 DO0199  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0199
 DO0199                          STATION DESCRIPTION
 DO0199
 DO0199'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DO0199'3.0 MI W FROM BRYSON.
 DO0199'3.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DO0199'FROM BRYSON.  0.5 MILE NW OF A DIRT ROAD CROSSING-- 38 FEET SOUTH AND
 DO0199'238 FEET EAST OF TRACK AT DRAIN, AND IN TOP OF A ROCK OUTCROP.
 DO0199
 DO0199                          STATION RECOVERY (2001)
 DO0199
 DO0199'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0887 ***********************************************************************
 FL0887  DESIGNATION -  Q 19
 FL0887  PID         -  FL0887
 FL0887  STATE/COUNTY-  TX/CARSON
 FL0887  USGS QUAD   -  CONWAY (1983)
 FL0887
 FL0887                         *CURRENT SURVEY CONTROL
 FL0887  ___________________________________________________________________
 FL0887* NAD 83(1986)-  35 12 26.     (N)    101 27 08.     (W)     SCALED    
 FL0887* NAVD 88     -      1058.214  (meters)    3471.82   (feet)  ADJUSTED  
 FL0887  ___________________________________________________________________
 FL0887  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0887  DYNAMIC HT  -        1056.960 (meters)    3467.71  (feet)  COMP
 FL0887  MODELED GRAV-     979,413.3   (mgal)                       NAVD 88
 FL0887
 FL0887  VERT ORDER  -  FIRST     CLASS II
 FL0887
 FL0887.The horizontal coordinates were scaled from a topographic map and have
 FL0887.an estimated accuracy of +/- 6 seconds.
 FL0887
 FL0887.The orthometric height was determined by differential leveling
 FL0887.and adjusted by the National Geodetic Survey in June 1991..
 FL0887
 FL0887.The geoid height was determined by GEOID03.
 FL0887
 FL0887.The dynamic height is computed by dividing the NAVD 88
 FL0887.geopotential number by the normal gravity value computed on the
 FL0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0887.degrees latitude (g = 980.6199 gals.).
 FL0887
 FL0887.The modeled gravity was interpolated from observed gravity values.
 FL0887
 FL0887;                    North         East    Units  Estimated Accuracy
 FL0887;SPC TX N     - 1,133,930.      204,350.      MT  (+/- 180 meters Scaled)
 FL0887
 FL0887                          SUPERSEDED SURVEY CONTROL
 FL0887
 FL0887  NGVD 29 (??/??/92) 1057.702  (m)         3470.14   (f) ADJ UNCH    1 2
 FL0887
 FL0887.Superseded values are not recommended for survey control.
 FL0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0887.See file dsdata.txt to determine how the superseded data were derived.
 FL0887
 FL0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD767987(NAD 83)
 FL0887_MARKER: P = PIPE CAP
 FL0887_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0887_SP_SET: SHALLOW-SET PIPE
 FL0887_STAMPING: Q 19 1934 3470.098
 FL0887_MARK LOGO: CGS   
 FL0887_PROJECTION: PROJECTING 23 CENTIMETERS
 FL0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0887_ROD/PIPE-DEPTH: 1.0  meters
 FL0887
 FL0887  HISTORY     - Date     Condition        Report By
 FL0887  HISTORY     - 1934     MONUMENTED       CGS
 FL0887  HISTORY     - 1965     POOR             NGS
 FL0887  HISTORY     - 1984     GOOD             NGS
 FL0887
 FL0887                          STATION DESCRIPTION
 FL0887
 FL0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FL0887'4.2 MI W FROM CONWAY.
 FL0887'4.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0887'FROM THE STATION AT CONWAY, CARSON COUNTY, AT MILEPOST 739, 180 YARDS
 FL0887'EAST OF A CURVE, ARD 12 YARDS NORTH OF THE CENTERLINE OF THE TRACK. A
 FL0887'STANDARD CAP, STAMPED EL 3470.098 FT Q 19 1934 AND FASTENED ON THE TOP
 FL0887'OF A 3-1/2 INCH IRON PIPE PROJECTING ABOUT ONE FOOT ABOVE GROUND.
 FL0887'NOTE-- THIS BENCH MARK APPEARED TO HAVE MOVED FROM ITS ORIGINAL
 FL0887'POSITION.  THE IRON PIPE IS LEANING ABOUT 4 INCHES FROM AN UPRIGHT
 FL0887'POSITION ALTHOUGH THE DISK IS FIRM AND THE IRON POST IS SOLID IN THE
 FL0887'GROUND.  USE THIS MARK WITH CAUTION.
 FL0887
 FL0887                          STATION RECOVERY (1984)
 FL0887
 FL0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0887'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.5 KM
 FL0887'(13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION
 FL0887'WITH INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 14.5 KM (9.0 MI)
 FL0887'EASTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 23.5 M
 FL0887'(77.1 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD, AND 11.0 M (36.1
 FL0887'FT) NORTH OF THE NEAR RAIL.
 FL0887'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FL0887'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0796 ***********************************************************************
 DN0796  DESIGNATION -  Q 190
 DN0796  PID         -  DN0796
 DN0796  STATE/COUNTY-  TX/WISE
 DN0796  USGS QUAD   -  BRIDGEPORT WEST (1978)
 DN0796
 DN0796                         *CURRENT SURVEY CONTROL
 DN0796  ___________________________________________________________________
 DN0796* NAD 83(1986)-  33 12 22.     (N)    097 45 33.     (W)     SCALED    
 DN0796* NAVD 88     -       229.712  (meters)     753.65   (feet)  ADJUSTED  
 DN0796  ___________________________________________________________________
 DN0796  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DN0796  DYNAMIC HT  -         229.448 (meters)     752.78  (feet)  COMP
 DN0796  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 DN0796
 DN0796  VERT ORDER  -  SECOND    CLASS 0
 DN0796
 DN0796.The horizontal coordinates were scaled from a topographic map and have
 DN0796.an estimated accuracy of +/- 6 seconds.
 DN0796
 DN0796.The orthometric height was determined by differential leveling
 DN0796.and adjusted by the National Geodetic Survey in June 1991..
 DN0796
 DN0796.The geoid height was determined by GEOID03.
 DN0796
 DN0796.The dynamic height is computed by dividing the NAVD 88
 DN0796.geopotential number by the normal gravity value computed on the
 DN0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0796.degrees latitude (g = 980.6199 gals.).
 DN0796
 DN0796.The modeled gravity was interpolated from observed gravity values.
 DN0796
 DN0796;                    North         East    Units  Estimated Accuracy
 DN0796;SPC TXNC     - 2,170,950.      669,060.      MT  (+/- 180 meters Scaled)
 DN0796
 DN0796                          SUPERSEDED SURVEY CONTROL
 DN0796
 DN0796  NGVD 29 (??/??/92)  229.610  (m)          753.31   (f) ADJ UNCH    2 0
 DN0796
 DN0796.Superseded values are not recommended for survey control.
 DN0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0796.See file dsdata.txt to determine how the superseded data were derived.
 DN0796
 DN0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB156748(NAD 83)
 DN0796_MARKER: DB = BENCH MARK DISK
 DN0796_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0796_SP_SET: ABUTMENT
 DN0796_STAMPING: Q 190 753.447 1933
 DN0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0796+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 DN0796
 DN0796  HISTORY     - Date     Condition        Report By
 DN0796  HISTORY     - 1933     MONUMENTED       CGS
 DN0796  HISTORY     - 1949     GOOD             NGS
 DN0796  HISTORY     - 19970927 GOOD             USPSQD
 DN0796  HISTORY     - 20030301 GOOD             GEOCAC
 DN0796  HISTORY     - 20040216 GOOD             JCLS
 DN0796  HISTORY     - 20050212 GOOD             JCLS
 DN0796
 DN0796                          STATION DESCRIPTION
 DN0796
 DN0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DN0796'IN BRIDGEPORT.
 DN0796'ABOUT 00.3 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND GULF
 DN0796'RAILWAY FROM THE DEPOT AT BRIDGEPORT, WISE COUNTY, AT BRIDGE 5699, AND
 DN0796'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE PIER, 2 1/2 FEET
 DN0796'BELOW THE LEVEL OF THE RAILS.  IT IS 0.3 MILE SOUTH OF THE FIRST
 DN0796'NATIONAL BANK IN BRIDGEPORT.
 DN0796
 DN0796                          STATION RECOVERY (1997)
 DN0796
 DN0796'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0796'RECOVERED IN GOOD CONDITION.
 DN0796
 DN0796                          STATION RECOVERY (2003)
 DN0796
 DN0796'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 DN0796' 
 DN0796' 
 DN0796' 
 DN0796
 DN0796                          STATION RECOVERY (2004)
 DN0796
 DN0796'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DN0796'RECOVERED IN GOOD CONDITION.
 DN0796
 DN0796                          STATION RECOVERY (2005)
 DN0796
 DN0796'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 DN0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0781 ***********************************************************************
 CT0781  DESIGNATION -  Q 192
 CT0781  PID         -  CT0781
 CT0781  STATE/COUNTY-  TX/SHACKELFORD
 CT0781  USGS QUAD   -  SMOKY DRAW (1984)
 CT0781
 CT0781                         *CURRENT SURVEY CONTROL
 CT0781  ___________________________________________________________________
 CT0781* NAD 83(1986)-  32 44 01.     (N)    099 30 47.     (W)     SCALED    
 CT0781* NAVD 88     -       543.043  (meters)    1781.63   (feet)  ADJUSTED  
 CT0781  ___________________________________________________________________
 CT0781  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CT0781  DYNAMIC HT  -         542.341 (meters)    1779.33  (feet)  COMP
 CT0781  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 CT0781
 CT0781  VERT ORDER  -  SECOND    CLASS 0
 CT0781
 CT0781.The horizontal coordinates were scaled from a topographic map and have
 CT0781.an estimated accuracy of +/- 6 seconds.
 CT0781
 CT0781.The orthometric height was determined by differential leveling
 CT0781.and adjusted by the National Geodetic Survey in June 1991..
 CT0781
 CT0781.The geoid height was determined by GEOID03.
 CT0781
 CT0781.The dynamic height is computed by dividing the NAVD 88
 CT0781.geopotential number by the normal gravity value computed on the
 CT0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0781.degrees latitude (g = 980.6199 gals.).
 CT0781
 CT0781.The modeled gravity was interpolated from observed gravity values.
 CT0781
 CT0781;                    North         East    Units  Estimated Accuracy
 CT0781;SPC TXNC     - 2,118,770.      505,060.      MT  (+/- 180 meters Scaled)
 CT0781
 CT0781                          SUPERSEDED SURVEY CONTROL
 CT0781
 CT0781  NGVD 29 (??/??/92)  542.888  (m)         1781.12   (f) ADJ UNCH    2 0
 CT0781
 CT0781.Superseded values are not recommended for survey control.
 CT0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0781.See file dsdata.txt to determine how the superseded data were derived.
 CT0781
 CT0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB519218(NAD 83)
 CT0781_MARKER: DB = BENCH MARK DISK
 CT0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0781_STAMPING: Q 192 1933
 CT0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0781+STABILITY: SURFACE MOTION
 CT0781
 CT0781  HISTORY     - Date     Condition        Report By
 CT0781  HISTORY     - 1933     MONUMENTED       CGS
 CT0781  HISTORY     - 1957     POOR             NGS
 CT0781
 CT0781                          STATION DESCRIPTION
 CT0781
 CT0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0781'9.1 MI E FROM LUEDERS.
 CT0781'IN SHACKELFORD COUNTY, 9.1 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS
 CT0781'RAILROAD OF TEXAS FROM LUEDERS, JONES COUNTY, 275 FEET WEST OF
 CT0781'MILEPOST 203, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 15
 CT0781'FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED Q 192 1933 AND SET IN
 CT0781'THE TOP OF A CONCRETE POST.  NOTE-- THE MARK WAS RECOVERED AND FOUND
 CT0781'IN POOR CONDITION AS THE CONCRETE POST WAS TILTED.  THE MARK IS 0.35
 CT0781'MILE EAST OF BUDMATTHEWS SIDING, 42 FEET SOUTH OF CENTERLINE OF U.S.
 CT0781'HIGHWAY 180 AND 380 AND 9 FEET WEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0388 ***********************************************************************
 CT0388  DESIGNATION -  Q 193
 CT0388  PID         -  CT0388
 CT0388  STATE/COUNTY-  TX/CALLAHAN
 CT0388  USGS QUAD   -  PUTNAM SOUTH (1987)
 CT0388
 CT0388                         *CURRENT SURVEY CONTROL
 CT0388  ___________________________________________________________________
 CT0388* NAD 83(1986)-  32 22 24.     (N)    099 10 15.     (W)     SCALED    
 CT0388* NAVD 88     -       493.175  (meters)    1618.03   (feet)  ADJUSTED  
 CT0388  ___________________________________________________________________
 CT0388  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CT0388  DYNAMIC HT  -         492.535 (meters)    1615.93  (feet)  COMP
 CT0388  MODELED GRAV-     979,327.6   (mgal)                       NAVD 88
 CT0388
 CT0388  VERT ORDER  -  SECOND    CLASS 0
 CT0388
 CT0388.The horizontal coordinates were scaled from a topographic map and have
 CT0388.an estimated accuracy of +/- 6 seconds.
 CT0388
 CT0388.The orthometric height was determined by differential leveling
 CT0388.and adjusted by the National Geodetic Survey in June 1991..
 CT0388
 CT0388.The geoid height was determined by GEOID03.
 CT0388
 CT0388.The dynamic height is computed by dividing the NAVD 88
 CT0388.geopotential number by the normal gravity value computed on the
 CT0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0388.degrees latitude (g = 980.6199 gals.).
 CT0388
 CT0388.The modeled gravity was interpolated from observed gravity values.
 CT0388
 CT0388;                    North         East    Units  Estimated Accuracy
 CT0388;SPC TXNC     - 2,078,570.      536,870.      MT  (+/- 180 meters Scaled)
 CT0388
 CT0388                          SUPERSEDED SURVEY CONTROL
 CT0388
 CT0388  NGVD 29 (??/??/92)  493.04   (m)         1617.6    (f) COMPUTED    2 0
 CT0388
 CT0388.Superseded values are not recommended for survey control.
 CT0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0388.See file dsdata.txt to determine how the superseded data were derived.
 CT0388
 CT0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA839818(NAD 83)
 CT0388_MARKER: DB = BENCH MARK DISK
 CT0388_SETTING: 66 = SET IN ROCK OUTCROP
 CT0388_SP_SET: ROCK LEDGE
 CT0388_STAMPING: Q 193 1933
 CT0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0388+STABILITY: POSITION/ELEVATION WELL
 CT0388
 CT0388  HISTORY     - Date     Condition        Report By
 CT0388  HISTORY     - 1933     MONUMENTED       CGS
 CT0388  HISTORY     - 1956     MARK NOT FOUND   NGS
 CT0388
 CT0388                          STATION DESCRIPTION
 CT0388
 CT0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0388'1.4 MI E FROM PUTNAM.
 CT0388'1.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM PUTNAM
 CT0388'CALLAHAN COUNTY, 0.1 MILE WEST OF A CURVE IN THE TRACK, AT MILEAGE
 CT0388'372.5, 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF
 CT0388'A ROCK LEDGE.  A STANDARD DISK, STAMPED Q 193 1933.  NOTE-- IT MAY
 CT0388'HAVE BEEN DESTROYED WHEN THE CUT WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0141 ***********************************************************************
 CT0141  DESIGNATION -  Q 194
 CT0141  PID         -  CT0141
 CT0141  STATE/COUNTY-  TX/ERATH
 CT0141  USGS QUAD   -  ALEXANDER (1979)
 CT0141
 CT0141                         *CURRENT SURVEY CONTROL
 CT0141  ___________________________________________________________________
 CT0141* NAD 83(1986)-  32 03 22.     (N)    098 12 30.     (W)     SCALED    
 CT0141* NAVD 88     -       354.867  (meters)    1164.26   (feet)  ADJUSTED  
 CT0141  ___________________________________________________________________
 CT0141  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CT0141  DYNAMIC HT  -         354.418 (meters)    1162.79  (feet)  COMP
 CT0141  MODELED GRAV-     979,364.0   (mgal)                       NAVD 88
 CT0141
 CT0141  VERT ORDER  -  SECOND    CLASS 0
 CT0141
 CT0141.The horizontal coordinates were scaled from a topographic map and have
 CT0141.an estimated accuracy of +/- 6 seconds.
 CT0141
 CT0141.The orthometric height was determined by differential leveling
 CT0141.and adjusted by the National Geodetic Survey in June 1991..
 CT0141
 CT0141.The geoid height was determined by GEOID03.
 CT0141
 CT0141.The dynamic height is computed by dividing the NAVD 88
 CT0141.geopotential number by the normal gravity value computed on the
 CT0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0141.degrees latitude (g = 980.6199 gals.).
 CT0141
 CT0141.The modeled gravity was interpolated from observed gravity values.
 CT0141
 CT0141;                    North         East    Units  Estimated Accuracy
 CT0141;SPC TXNC     - 2,043,230.      627,540.      MT  (+/- 180 meters Scaled)
 CT0141
 CT0141                          SUPERSEDED SURVEY CONTROL
 CT0141
 CT0141  NGVD 29 (??/??/92)  354.786  (m)         1163.99   (f) ADJ UNCH    2 0
 CT0141
 CT0141.Superseded values are not recommended for survey control.
 CT0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0141.See file dsdata.txt to determine how the superseded data were derived.
 CT0141
 CT0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA747469(NAD 83)
 CT0141_MARKER: DB = BENCH MARK DISK
 CT0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0141_SP_SET: PIER
 CT0141_STAMPING: Q 194 1933 1163.994
 CT0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0141
 CT0141  HISTORY     - Date     Condition        Report By
 CT0141  HISTORY     - 1933     MONUMENTED       CGS
 CT0141  HISTORY     - 1954     GOOD             NGS
 CT0141  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0141
 CT0141                          STATION DESCRIPTION
 CT0141
 CT0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0141'IN ALEXANDER.
 CT0141'AT ALEXANDER, ERATH COUNTY, ABOUT 50 YARDS WEST OF THE RAILROAD
 CT0141'CROSSING, NEAR THE SITE OF THE OLD DEPOT, NOW GONE, IN THE TOP OF THE
 CT0141'SOUTH HEADWALL OF A CONCRETE CULVERT, A STANDARD DISK STAMPED AS
 CT0141'ABOVE.  A CHISELED SQUARE, B.M. 1164.1 (M.K.T.R.R.) IS AT THE OPPOSITE
 CT0141'END OF THE HEADWALL.
 CT0141
 CT0141                          STATION RECOVERY (1995)
 CT0141
 CT0141'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0758 ***********************************************************************
 BZ0758  DESIGNATION -  Q 195
 BZ0758  PID         -  BZ0758
 BZ0758  STATE/COUNTY-  TX/HILL
 BZ0758  USGS QUAD   -  ALLEN BEND (1968)
 BZ0758
 BZ0758                         *CURRENT SURVEY CONTROL
 BZ0758  ___________________________________________________________________
 BZ0758* NAD 83(1986)-  31 56 24.     (N)    097 23 29.     (W)     SCALED    
 BZ0758* NAVD 88     -       177.183  (meters)     581.31   (feet)  ADJUSTED  
 BZ0758  ___________________________________________________________________
 BZ0758  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BZ0758  DYNAMIC HT  -         176.964 (meters)     580.59  (feet)  COMP
 BZ0758  MODELED GRAV-     979,400.1   (mgal)                       NAVD 88
 BZ0758
 BZ0758  VERT ORDER  -  SECOND    CLASS 0
 BZ0758
 BZ0758.The horizontal coordinates were scaled from a topographic map and have
 BZ0758.an estimated accuracy of +/- 6 seconds.
 BZ0758
 BZ0758.The orthometric height was determined by differential leveling
 BZ0758.and adjusted by the National Geodetic Survey in June 1991..
 BZ0758
 BZ0758.The geoid height was determined by GEOID03.
 BZ0758
 BZ0758.The dynamic height is computed by dividing the NAVD 88
 BZ0758.geopotential number by the normal gravity value computed on the
 BZ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0758.degrees latitude (g = 980.6199 gals.).
 BZ0758
 BZ0758.The modeled gravity was interpolated from observed gravity values.
 BZ0758
 BZ0758;                    North         East    Units  Estimated Accuracy
 BZ0758;SPC TXNC     - 2,030,870.      704,830.      MT  (+/- 180 meters Scaled)
 BZ0758
 BZ0758                          SUPERSEDED SURVEY CONTROL
 BZ0758
 BZ0758  NGVD 29 (??/??/92)  177.145  (m)          581.18   (f) ADJ UNCH    2 0
 BZ0758
 BZ0758.Superseded values are not recommended for survey control.
 BZ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0758.See file dsdata.txt to determine how the superseded data were derived.
 BZ0758
 BZ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA520349(NAD 83)
 BZ0758_MARKER: DB = BENCH MARK DISK
 BZ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0758_STAMPING: Q 195 1933 581.183
 BZ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0758+STABILITY: SURFACE MOTION
 BZ0758
 BZ0758  HISTORY     - Date     Condition        Report By
 BZ0758  HISTORY     - 1933     MONUMENTED       CGS
 BZ0758  HISTORY     - 1951     GOOD             NGS
 BZ0758  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0758
 BZ0758                          STATION DESCRIPTION
 BZ0758
 BZ0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ0758'04.1 MI W FROM WHITNEY.
 BZ0758'ABOUT 04.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 BZ0758'WHITNEY, HILL COUNTY, ABOUT 550 FEET WEST OF MILEPOST 38, 50 FEET
 BZ0758'SOUTH OF THE CENTERLINE OF THE TRACKS, 10 FEET SOUTH OF A POWER POLE
 BZ0758'AND JUST EAST OF A DIRT ROAD.  A STANDARD DISK SET IN THE TOP OF A
 BZ0758'CONCRETE MONUMENT, AND STAMPED Q 195 1933 581.183.  NOTE-- THE
 BZ0758'M.K.T.R.R. IS BEING REBUILT TO CLEAR LAKE WHITNEY.  THE PRESENT
 BZ0758'RIGHT-OF-WAY WILL BE ABANDONED AND THE STEEL REMOVED.  THIS AREA IS 8
 BZ0758'FEET ABOVE THE MAXIMUM LAKE LEVEL BUT THE ROUTE TO THE MARK WILL BE
 BZ0758'CHANGED AND WILL DEPEND ON THE SHORELINE.
 BZ0758
 BZ0758                          STATION RECOVERY (1999)
 BZ0758
 BZ0758'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0386 ***********************************************************************
 BM0386  DESIGNATION -  Q 196
 BM0386  PID         -  BM0386
 BM0386  STATE/COUNTY-  TX/MILAM
 BM0386  USGS QUAD   -  THORNDALE (1989)
 BM0386
 BM0386                         *CURRENT SURVEY CONTROL
 BM0386  ___________________________________________________________________
 BM0386* NAD 83(1986)-  30 37 24.     (N)    097 10 29.     (W)     SCALED    
 BM0386* NAVD 88     -       123.77   (+/-2cm)     406.1    (feet)  VERTCON   
 BM0386  ___________________________________________________________________
 BM0386  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BM0386
 BM0386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0386
 BM0386.The horizontal coordinates were scaled from a topographic map and have
 BM0386.an estimated accuracy of +/- 6 seconds.
 BM0386
 BM0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0386.The vertical order pertains to the NGVD 29 superseded value.
 BM0386
 BM0386.The geoid height was determined by GEOID03.
 BM0386
 BM0386;                    North         East    Units  Estimated Accuracy
 BM0386;SPC TX C     - 3,110,350.    1,002,770.      MT  (+/- 180 meters Scaled)
 BM0386
 BM0386                          SUPERSEDED SURVEY CONTROL
 BM0386
 BM0386  NGVD 29 (??/??/92)  123.709  (m)          405.87   (f) ADJ UNCH    2 0
 BM0386
 BM0386.Superseded values are not recommended for survey control.
 BM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0386.See file dsdata.txt to determine how the superseded data were derived.
 BM0386
 BM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU749892(NAD 83)
 BM0386_MARKER: DB = BENCH MARK DISK
 BM0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0386_SP_SET: PIER
 BM0386_STAMPING: 405.941 Q 196 1933
 BM0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0386
 BM0386  HISTORY     - Date     Condition        Report By
 BM0386  HISTORY     - 1933     MONUMENTED       CGS
 BM0386  HISTORY     - 1935     GOOD             NGS
 BM0386  HISTORY     - 19910402 GOOD             USPSQD
 BM0386  HISTORY     - 19991111 GOOD             USPSQD
 BM0386
 BM0386                          STATION DESCRIPTION
 BM0386
 BM0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0386'2.0 MI E FROM THORNDALE.
 BM0386'2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0386'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THORNDALE, MILAM COUNTY,
 BM0386'AT BRIDGE 130.15, AND IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 BM0386'PIER.
 BM0386
 BM0386                          STATION RECOVERY (1935)
 BM0386
 BM0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0386'RECOVERED IN GOOD CONDITION.
 BM0386
 BM0386                          STATION RECOVERY (1991)
 BM0386
 BM0386'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0386'RECOVERED IN GOOD CONDITION.
 BM0386
 BM0386                          STATION RECOVERY (1999)
 BM0386
 BM0386'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0289 ***********************************************************************
 BM0289  DESIGNATION -  Q 197
 BM0289  PID         -  BM0289
 BM0289  STATE/COUNTY-  TX/ROBERTSON
 BM0289  USGS QUAD   -  HEARNE NORTH (1989)
 BM0289
 BM0289                         *CURRENT SURVEY CONTROL
 BM0289  ___________________________________________________________________
 BM0289* NAD 83(1986)-  30 58 56.     (N)    096 32 08.     (W)     SCALED    
 BM0289* NAVD 88     -       120.60   (+/-2cm)     395.7    (feet)  VERTCON   
 BM0289  ___________________________________________________________________
 BM0289  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0289
 BM0289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0289
 BM0289.The horizontal coordinates were scaled from a topographic map and have
 BM0289.an estimated accuracy of +/- 6 seconds.
 BM0289
 BM0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0289.The vertical order pertains to the NGVD 29 superseded value.
 BM0289
 BM0289.The geoid height was determined by GEOID03.
 BM0289
 BM0289;                    North         East    Units  Estimated Accuracy
 BM0289;SPC TX C     - 3,152,030.    1,062,660.      MT  (+/- 180 meters Scaled)
 BM0289
 BM0289                          SUPERSEDED SURVEY CONTROL
 BM0289
 BM0289  NGVD 29 (??/??/92)  120.557  (m)          395.53   (f) ADJ UNCH    2 0
 BM0289
 BM0289.Superseded values are not recommended for survey control.
 BM0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0289.See file dsdata.txt to determine how the superseded data were derived.
 BM0289
 BM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV353302(NAD 83)
 BM0289_MARKER: DB = BENCH MARK DISK
 BM0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0289_STAMPING: 395.541 Q 197 1933
 BM0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0289+STABILITY: SURFACE MOTION
 BM0289
 BM0289  HISTORY     - Date     Condition        Report By
 BM0289  HISTORY     - 1933     MONUMENTED       CGS
 BM0289  HISTORY     - 1933     GOOD             NGS
 BM0289  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0289
 BM0289                          STATION DESCRIPTION
 BM0289
 BM0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0289'4.5 MI SW FROM FRANKLIN.
 BM0289'4.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0289'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM FRANKLIN, ROBERTSON
 BM0289'COUNTY, NEAR POLE 81/2, AT A ROAD CROSSING, 50 FEET SOUTHEAST OF THE
 BM0289'CENTERLINE OF THE TRACK, AND AT A FENCE CORNER.  A STANDARD DISK,
 BM0289'STAMPED 395.541 Q 197 1933 AND SET IN THE TOP OF A CONCRETE POST.
 BM0289
 BM0289                          STATION RECOVERY (1994)
 BM0289
 BM0289'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0985 ***********************************************************************
 BZ0985  DESIGNATION -  Q 198
 BZ0985  PID         -  BZ0985
 BZ0985  STATE/COUNTY-  TX/CORYELL
 BZ0985  USGS QUAD   -  GATESVILLE WEST (1995)
 BZ0985
 BZ0985                         *CURRENT SURVEY CONTROL
 BZ0985  ___________________________________________________________________
 BZ0985* NAD 83(1986)-  31 27 43.     (N)    097 45 36.     (W)     SCALED    
 BZ0985* NAVD 88     -       244.279  (meters)     801.44   (feet)  ADJUSTED  
 BZ0985  ___________________________________________________________________
 BZ0985  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BZ0985  DYNAMIC HT  -         243.959 (meters)     800.39  (feet)  COMP
 BZ0985  MODELED GRAV-     979,326.3   (mgal)                       NAVD 88
 BZ0985
 BZ0985  VERT ORDER  -  SECOND    CLASS 0
 BZ0985
 BZ0985.The horizontal coordinates were scaled from a topographic map and have
 BZ0985.an estimated accuracy of +/- 6 seconds.
 BZ0985
 BZ0985.The orthometric height was determined by differential leveling
 BZ0985.and adjusted by the National Geodetic Survey in June 1991..
 BZ0985
 BZ0985.The geoid height was determined by GEOID03.
 BZ0985
 BZ0985.The dynamic height is computed by dividing the NAVD 88
 BZ0985.geopotential number by the normal gravity value computed on the
 BZ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0985.degrees latitude (g = 980.6199 gals.).
 BZ0985
 BZ0985.The modeled gravity was interpolated from observed gravity values.
 BZ0985
 BZ0985;                    North         East    Units  Estimated Accuracy
 BZ0985;SPC TX C     - 3,201,850.      944,530.      MT  (+/- 180 meters Scaled)
 BZ0985
 BZ0985                          SUPERSEDED SURVEY CONTROL
 BZ0985
 BZ0985  NGVD 29 (??/??/92)  244.219  (m)          801.24   (f) ADJ UNCH    2 0
 BZ0985
 BZ0985.Superseded values are not recommended for survey control.
 BZ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0985.See file dsdata.txt to determine how the superseded data were derived.
 BZ0985
 BZ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV178814(NAD 83)
 BZ0985_MARKER: DB = BENCH MARK DISK
 BZ0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0985_STAMPING: Q 198 1933
 BZ0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0985+STABILITY: SURFACE MOTION
 BZ0985
 BZ0985  HISTORY     - Date     Condition        Report By
 BZ0985  HISTORY     - 1933     MONUMENTED       CGS
 BZ0985  HISTORY     - 1957     GOOD             DOD
 BZ0985  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0985
 BZ0985                          STATION DESCRIPTION
 BZ0985
 BZ0985'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0985'2.6 MI NW FROM GATESVILLE.
 BZ0985'2.6 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0985'GATESVILLE, CORYELL COUNTY, 12 FEET NORTHEAST OF MILEPOST 2, 43 FEET
 BZ0985'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 5 FEET SOUTHWEST OF THE
 BZ0985'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 BZ0985
 BZ0985                          STATION RECOVERY (2001)
 BZ0985
 BZ0985'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0901 ***********************************************************************
 BZ0901  DESIGNATION -  Q 199 RESET 1960
 BZ0901  PID         -  BZ0901
 BZ0901  STATE/COUNTY-  TX/BELL
 BZ0901  USGS QUAD   -  TROY (1993)
 BZ0901
 BZ0901                         *CURRENT SURVEY CONTROL
 BZ0901  ___________________________________________________________________
 BZ0901* NAD 83(1986)-  31 09 43.     (N)    097 20 33.     (W)     SCALED    
 BZ0901* NAVD 88     -       215.76   (meters)     707.9    (feet)  RESET     
 BZ0901  ___________________________________________________________________
 BZ0901  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BZ0901
 BZ0901  VERT ORDER  -  THIRD
 BZ0901
 BZ0901.The horizontal coordinates were scaled from a topographic map and have
 BZ0901.an estimated accuracy of +/- 6 seconds.
 BZ0901
 BZ0901.The orthometric height was computed from unverified reset data.
 BZ0901
 BZ0901.The geoid height was determined by GEOID03.
 BZ0901
 BZ0901;                    North         East    Units  Estimated Accuracy
 BZ0901;SPC TX C     - 3,169,590.      985,090.      MT  (+/- 180 meters Scaled)
 BZ0901
 BZ0901                          SUPERSEDED SURVEY CONTROL
 BZ0901
 BZ0901.No superseded survey control is available for this station.
 BZ0901
 BZ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV579487(NAD 83)
 BZ0901_MARKER: DD = SURVEY DISK
 BZ0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0901_SP_SET: BRIDGE
 BZ0901_STAMPING: Q 199 RESET 1960
 BZ0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0901
 BZ0901  HISTORY     - Date     Condition        Report By
 BZ0901  HISTORY     - 1960     MONUMENTED       ATSFRR
 BZ0901  HISTORY     - 1980     GOOD             NGS
 BZ0901  HISTORY     - 20031011 GOOD             USPSQD
 BZ0901
 BZ0901                          STATION DESCRIPTION
 BZ0901
 BZ0901'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1960
 BZ0901'1.9 MI S FROM PENDLETON.
 BZ0901'THE MARK IS LOCATED ABOUT 1.9 MILES SOUTH ALONG THE GULF, COLORADO AND
 BZ0901'SANTA FE RAILWAY FROM PENDLETON, 38 FEET FROM MILE-POST 223, IN THE
 BZ0901'TOP OF THE CONCRETE PIER OF A BRIDGE, AND 12 FEET SOUTHWEST OF THE
 BZ0901'CENTERLINE OF THE TRACK.
 BZ0901
 BZ0901                          STATION RECOVERY (1980)
 BZ0901
 BZ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0901'NOTE-OFF MAIN LEVEL LINE, NOT LEVELED TO AT THIS DATE.
 BZ0901
 BZ0901                          STATION RECOVERY (2003)
 BZ0901
 BZ0901'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0476 ***********************************************************************
 DM0476  DESIGNATION -  Q 2
 DM0476  PID         -  DM0476
 DM0476  STATE/COUNTY-  TX/HOPKINS
 DM0476  USGS QUAD   -  GAFFORD CHAPEL (1964)
 DM0476
 DM0476                         *CURRENT SURVEY CONTROL
 DM0476  ___________________________________________________________________
 DM0476* NAD 83(1986)-  33 07 33.     (N)    095 43 59.     (W)     SCALED    
 DM0476* NAVD 88     -       157.123  (meters)     515.49   (feet)  ADJUSTED  
 DM0476  ___________________________________________________________________
 DM0476  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DM0476  DYNAMIC HT  -         156.951 (meters)     514.93  (feet)  COMP
 DM0476  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 DM0476
 DM0476  VERT ORDER  -  FIRST     CLASS II
 DM0476
 DM0476.The horizontal coordinates were scaled from a topographic map and have
 DM0476.an estimated accuracy of +/- 6 seconds.
 DM0476
 DM0476.The orthometric height was determined by differential leveling
 DM0476.and adjusted by the National Geodetic Survey in June 1991..
 DM0476
 DM0476.The geoid height was determined by GEOID03.
 DM0476
 DM0476.The dynamic height is computed by dividing the NAVD 88
 DM0476.geopotential number by the normal gravity value computed on the
 DM0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0476.degrees latitude (g = 980.6199 gals.).
 DM0476
 DM0476.The modeled gravity was interpolated from observed gravity values.
 DM0476
 DM0476;                    North         East    Units  Estimated Accuracy
 DM0476;SPC TXNC     - 2,165,210.      858,150.      MT  (+/- 180 meters Scaled)
 DM0476
 DM0476                          SUPERSEDED SURVEY CONTROL
 DM0476
 DM0476  NGVD 29 (??/??/92)  157.123  (m)          515.49   (f) ADJ UNCH    1 2
 DM0476
 DM0476.Superseded values are not recommended for survey control.
 DM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0476.See file dsdata.txt to determine how the superseded data were derived.
 DM0476
 DM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS450685(NAD 83)
 DM0476_MARKER: Q = CHISELED SQUARE
 DM0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0476+STABILITY: SURFACE MOTION
 DM0476
 DM0476  HISTORY     - Date     Condition        Report By
 DM0476  HISTORY     - UNK      MONUMENTED       CGS
 DM0476  HISTORY     - 1934     GOOD             NGS
 DM0476  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0476  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM0476
 DM0476                          STATION DESCRIPTION
 DM0476
 DM0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0476'IN BRASHEAR.
 DM0476'AT BRASHEAR, HOPKINS COUNTY, ON THE LOUISIANA AND ARKANSAS RAILWAY,
 DM0476'DIRECTLY OPPOSITE THE STATION, 128 FEET WEST OF A ROAD CROSSING, 72
 DM0476'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 19 FEET WEST OF THE
 DM0476'SOUTHWEST CORNER OF THE SECTION HOUSE, AND IN THE SECTION-HOUSE YARD.
 DM0476'A STONE POST, ON WHICH FORMERLY A SQUARE HAD BEEN CHISELED.  NOTE--
 DM0476'SECTION HOUSE IS NO LONGER AT THIS LOCATION.
 DM0476
 DM0476                          STATION RECOVERY (1964)
 DM0476
 DM0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0476'MARK NOT FOUND.
 DM0476
 DM0476                          STATION RECOVERY (1995)
 DM0476
 DM0476'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0011 ***********************************************************************
 AB0011  DESIGNATION -  Q 2 C CO
 AB0011  PID         -  AB0011
 AB0011  STATE/COUNTY-  TX/CAMERON
 AB0011  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0011
 AB0011                         *CURRENT SURVEY CONTROL
 AB0011  ___________________________________________________________________
 AB0011* NAD 83(1986)-  25 55 18.     (N)    097 27 52.     (W)     SCALED    
 AB0011* NAVD 88     -         8.227  (meters)      26.99   (feet)  ADJUSTED  
 AB0011  ___________________________________________________________________
 AB0011  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AB0011  DYNAMIC HT  -           8.214 (meters)      26.95  (feet)  COMP
 AB0011  MODELED GRAV-     979,030.4   (mgal)                       NAVD 88
 AB0011
 AB0011  VERT ORDER  -  FIRST     CLASS II
 AB0011
 AB0011.The horizontal coordinates were scaled from a topographic map and have
 AB0011.an estimated accuracy of +/- 6 seconds.
 AB0011
 AB0011.The orthometric height was determined by differential leveling
 AB0011.and adjusted by the National Geodetic Survey in June 1991..
 AB0011
 AB0011.The geoid height was determined by GEOID03.
 AB0011
 AB0011.The dynamic height is computed by dividing the NAVD 88
 AB0011.geopotential number by the normal gravity value computed on the
 AB0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0011.degrees latitude (g = 980.6199 gals.).
 AB0011
 AB0011.The modeled gravity was interpolated from observed gravity values.
 AB0011
 AB0011;                    North         East    Units  Estimated Accuracy
 AB0011;SPC TX S     - 5,028,680.      403,750.      MT  (+/- 180 meters Scaled)
 AB0011
 AB0011                          SUPERSEDED SURVEY CONTROL
 AB0011
 AB0011  NGVD 29 (??/??/92)    8.311  (m)           27.27   (f) ADJ UNCH    1 2
 AB0011
 AB0011.Superseded values are not recommended for survey control.
 AB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0011.See file dsdata.txt to determine how the superseded data were derived.
 AB0011
 AB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP537679(NAD 83)
 AB0011_MARKER: DD = SURVEY DISK
 AB0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0011_SP_SET: BRIDGE CURB
 AB0011_STAMPING: Q 2 27.15
 AB0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0011
 AB0011  HISTORY     - Date     Condition        Report By
 AB0011  HISTORY     - UNK      MONUMENTED
 AB0011  HISTORY     - 1942     GOOD             NGS
 AB0011  HISTORY     - 1951     GOOD             NGS
 AB0011  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0011  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0011  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0011
 AB0011                          STATION DESCRIPTION
 AB0011
 AB0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0011'2.5 MI NE FROM BROWNSVILLE.
 AB0011'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION OF U.
 AB0011'S. HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, 0.1 MILE NORTHEAST OF
 AB0011'THE INTERSECTION OF STATE HIGHWAY 48, AT A SMALL CONCRETE BRIDGE, IN
 AB0011'THE CENTER OF THE TOP OF THE NORTHWEST CURB, 12 FEET NORTHWEST OF THE
 AB0011'CENTERLINE OF THE HIGHWAY, AND 0.8 FOOT HIGHER THAN THE HIGHWAY.
 AB0011
 AB0011                          STATION RECOVERY (1951)
 AB0011
 AB0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0011'RECOVERED IN GOOD CONDITION.
 AB0011
 AB0011                          STATION RECOVERY (1982)
 AB0011
 AB0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0011'NOT RECOVERED, PRBABLY DESTROYED BY ROAD CONSTRUCTION.
 AB0011
 AB0011                          STATION RECOVERY (1987)
 AB0011
 AB0011'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0011'MARK NOT FOUND.
 AB0011
 AB0011                          STATION RECOVERY (1990)
 AB0011
 AB0011'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0048 ***********************************************************************
 EO0048  DESIGNATION -  Q 20
 EO0048  PID         -  EO0048
 EO0048  STATE/COUNTY-  TX/DEAF SMITH
 EO0048  USGS QUAD   -  HEREFORD (1970)
 EO0048
 EO0048                         *CURRENT SURVEY CONTROL
 EO0048  ___________________________________________________________________
 EO0048* NAD 83(1986)-  34 48 54.     (N)    102 23 49.     (W)     SCALED    
 EO0048* NAVD 88     -      1164.741  (meters)    3821.32   (feet)  ADJUSTED  
 EO0048  ___________________________________________________________________
 EO0048  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 EO0048  DYNAMIC HT  -        1163.271 (meters)    3816.50  (feet)  COMP
 EO0048  MODELED GRAV-     979,332.9   (mgal)                       NAVD 88
 EO0048
 EO0048  VERT ORDER  -  FIRST     CLASS II
 EO0048
 EO0048.The horizontal coordinates were scaled from a topographic map and have
 EO0048.an estimated accuracy of +/- 6 seconds.
 EO0048
 EO0048.The orthometric height was determined by differential leveling
 EO0048.and adjusted by the National Geodetic Survey in June 1991..
 EO0048
 EO0048.The geoid height was determined by GEOID03.
 EO0048
 EO0048.The dynamic height is computed by dividing the NAVD 88
 EO0048.geopotential number by the normal gravity value computed on the
 EO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0048.degrees latitude (g = 980.6199 gals.).
 EO0048
 EO0048.The modeled gravity was interpolated from observed gravity values.
 EO0048
 EO0048;                    North         East    Units  Estimated Accuracy
 EO0048;SPC TX N     - 1,090,790.      117,940.      MT  (+/- 180 meters Scaled)
 EO0048
 EO0048                          SUPERSEDED SURVEY CONTROL
 EO0048
 EO0048  NGVD 29 (??/??/92) 1164.250  (m)         3819.71   (f) ADJ UNCH    1 2
 EO0048
 EO0048.Superseded values are not recommended for survey control.
 EO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0048.See file dsdata.txt to determine how the superseded data were derived.
 EO0048
 EO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU380556(NAD 83)
 EO0048_MARKER: B = BOLT
 EO0048_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EO0048_SP_SET: FOUNDATION
 EO0048_MARK LOGO: CGS   
 EO0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0048+STABILITY: SURFACE MOTION
 EO0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0048+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 EO0048
 EO0048  HISTORY     - Date     Condition        Report By
 EO0048  HISTORY     - UNK      MONUMENTED       CGS
 EO0048  HISTORY     - 1958     GOOD             NGS
 EO0048  HISTORY     - 1984     GOOD             NGS
 EO0048  HISTORY     - 20020314 GOOD             NGS
 EO0048
 EO0048                          STATION DESCRIPTION
 EO0048
 EO0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0048'IN HEREFORD.
 EO0048'AT HEREFORD, AT THE SOUTHWEST CORNER OF THE PANHANDLE AND SANTA FE
 EO0048'RAILWAY STATION, SET VERTICALLY IN THE SOUTH FACE OF THE LIMESTONE
 EO0048'WATER TABLE, AND ABOUT 4 FEET ABOVE THE BRICK PLATFORM.
 EO0048
 EO0048                          STATION RECOVERY (1984)
 EO0048
 EO0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0048'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD=0.8 M
 EO0048'(2.6 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 EO0048
 EO0048                          STATION RECOVERY (2002)
 EO0048
 EO0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0048'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION, THE RAILROAD IS
 EO0048'NOW THE
 EO0048'BURLINGTON NORTHERN SANTE FE.
 EO0048' 
 EO0048' 
 EO0048' 
 EO0048' 
 EO0048' 
 EO0048' 
 EO0048'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0692 ***********************************************************************
 BM0692  DESIGNATION -  Q 200
 BM0692  PID         -  BM0692
 BM0692  STATE/COUNTY-  TX/WILLIAMSON
 BM0692  USGS QUAD   -  LIBERTY HILL (1979)
 BM0692
 BM0692                         *CURRENT SURVEY CONTROL
 BM0692  ___________________________________________________________________
 BM0692* NAD 83(1986)-  30 39 26.     (N)    097 53 52.     (W)     SCALED    
 BM0692* NAVD 88     -       304.405  (meters)     998.70   (feet)  ADJUSTED  
 BM0692  ___________________________________________________________________
 BM0692  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BM0692  DYNAMIC HT  -         303.993 (meters)     997.35  (feet)  COMP
 BM0692  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 BM0692
 BM0692  VERT ORDER  -  SECOND    CLASS 0
 BM0692
 BM0692.The horizontal coordinates were scaled from a topographic map and have
 BM0692.an estimated accuracy of +/- 6 seconds.
 BM0692
 BM0692.The orthometric height was determined by differential leveling
 BM0692.and adjusted by the National Geodetic Survey in June 1991..
 BM0692
 BM0692.The geoid height was determined by GEOID03.
 BM0692
 BM0692.The dynamic height is computed by dividing the NAVD 88
 BM0692.geopotential number by the normal gravity value computed on the
 BM0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0692.degrees latitude (g = 980.6199 gals.).
 BM0692
 BM0692.The modeled gravity was interpolated from observed gravity values.
 BM0692
 BM0692;                    North         East    Units  Estimated Accuracy
 BM0692;SPC TX C     - 3,112,360.      933,390.      MT  (+/- 180 meters Scaled)
 BM0692
 BM0692                          SUPERSEDED SURVEY CONTROL
 BM0692
 BM0692  NGVD 29 (??/??/92)  304.329  (m)          998.45   (f) ADJ UNCH    2 0
 BM0692
 BM0692.Superseded values are not recommended for survey control.
 BM0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0692.See file dsdata.txt to determine how the superseded data were derived.
 BM0692
 BM0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU056921(NAD 83)
 BM0692_MARKER: DB = BENCH MARK DISK
 BM0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0692_STAMPING: Q-200 1933
 BM0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0692+STABILITY: SURFACE MOTION
 BM0692
 BM0692  HISTORY     - Date     Condition        Report By
 BM0692  HISTORY     - 1933     MONUMENTED       CGS
 BM0692
 BM0692                          STATION DESCRIPTION
 BM0692
 BM0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0692'1.2 MI SE FROM LIBERTY HILL.
 BM0692'ALONG TEXAS AND NEW ORLEANS RAILROAD, AT MILEPOST 38, 46 FEET
 BM0692'NORTHEAST OF CENTER OF TRACK, 3 FEET SOUTHWEST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0623 ***********************************************************************
 BM0623  DESIGNATION -  Q 201
 BM0623  PID         -  BM0623
 BM0623  STATE/COUNTY-  TX/TRAVIS
 BM0623  USGS QUAD   -  AUSTIN EAST (1988)
 BM0623
 BM0623                         *CURRENT SURVEY CONTROL
 BM0623  ___________________________________________________________________
 BM0623* NAD 83(1986)-  30 17 10.     (N)    097 44 10.     (W)     SCALED    
 BM0623* NAVD 88     -       167.505  (meters)     549.56   (feet)  ADJUSTED  
 BM0623  ___________________________________________________________________
 BM0623  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0623  DYNAMIC HT  -         167.276 (meters)     548.80  (feet)  COMP
 BM0623  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 BM0623
 BM0623  VERT ORDER  -  FIRST     CLASS II
 BM0623
 BM0623.The horizontal coordinates were scaled from a topographic map and have
 BM0623.an estimated accuracy of +/- 6 seconds.
 BM0623
 BM0623.The orthometric height was determined by differential leveling
 BM0623.and adjusted by the National Geodetic Survey in June 1991..
 BM0623
 BM0623.The geoid height was determined by GEOID03.
 BM0623
 BM0623.The dynamic height is computed by dividing the NAVD 88
 BM0623.geopotential number by the normal gravity value computed on the
 BM0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0623.degrees latitude (g = 980.6199 gals.).
 BM0623
 BM0623.The modeled gravity was interpolated from observed gravity values.
 BM0623
 BM0623;                    North         East    Units  Estimated Accuracy
 BM0623;SPC TX C     - 3,071,590.      949,840.      MT  (+/- 180 meters Scaled)
 BM0623
 BM0623                          SUPERSEDED SURVEY CONTROL
 BM0623
 BM0623  NGVD 29 (??/??/92)  167.420  (m)          549.28   (f) ADJ UNCH    1 2
 BM0623
 BM0623.Superseded values are not recommended for survey control.
 BM0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0623.See file dsdata.txt to determine how the superseded data were derived.
 BM0623
 BM0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU215511(NAD 83)
 BM0623_MARKER: DB = BENCH MARK DISK
 BM0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0623_SP_SET: BUILDING
 BM0623_STAMPING: Q-201 1933
 BM0623_MARK LOGO: CGS   
 BM0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0623+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 BM0623
 BM0623  HISTORY     - Date     Condition        Report By
 BM0623  HISTORY     - 1933     MONUMENTED       CGS
 BM0623  HISTORY     - 1961     GOOD             NGS
 BM0623  HISTORY     - 1980     GOOD             NGS
 BM0623  HISTORY     - 1983     GOOD             LOCSUR
 BM0623  HISTORY     - 1990     GOOD             USPSQD
 BM0623  HISTORY     - 19910719 GOOD             USPSQD
 BM0623  HISTORY     - 19980730 GOOD             USPSQD
 BM0623  HISTORY     - 20010224 GOOD             USPSQD
 BM0623  HISTORY     - 20030308 GOOD             USPSQD
 BM0623  HISTORY     - 20050305 GOOD             USPSQD
 BM0623
 BM0623                          STATION DESCRIPTION
 BM0623
 BM0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0623'IN AUSTIN.
 BM0623'AT UNIVERSITY OF TEXAS, IN NEW ENGINEERING BUILDING, 1.5 FOOT EAST OF
 BM0623'MAIN ENTRANCE, 0.9 FOOT ABOVE TOP STEP, SET VERTICALLY IN LIMESTONE AT
 BM0623'EAST SIDE OF MAIN ENTRANCE.
 BM0623
 BM0623                          STATION RECOVERY (1961)
 BM0623
 BM0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BM0623'RECOVERED IN GOOD CONDITION.
 BM0623
 BM0623                          STATION RECOVERY (1980)
 BM0623
 BM0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0623'RECOVERED IN GOOD CONDITION.
 BM0623
 BM0623                          STATION RECOVERY (1983)
 BM0623
 BM0623'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 BM0623'RECOVERED IN GOOD CONDITION.
 BM0623
 BM0623                          STATION RECOVERY (1990)
 BM0623
 BM0623'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0623'RECOVERED IN GOOD CONDITION.
 BM0623
 BM0623                          STATION RECOVERY (1991)
 BM0623
 BM0623'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0623'RECOVERED IN GOOD CONDITION.
 BM0623
 BM0623                          STATION RECOVERY (1998)
 BM0623
 BM0623'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0623'RECOVERED IN GOOD CONDITION.
 BM0623
 BM0623                          STATION RECOVERY (2001)
 BM0623
 BM0623'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM0623'RECOVERED IN GOOD CONDITION.
 BM0623
 BM0623                          STATION RECOVERY (2003)
 BM0623
 BM0623'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0623'THE DESCRIPTION IS ADEQUATE AND THE NAME OF THE BUILDING IS TAYLOR
 BM0623'HALL. IT IS NOW THE COMPUTER SCIENCE BUILDING.
 BM0623
 BM0623                          STATION RECOVERY (2005)
 BM0623
 BM0623'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0093 ***********************************************************************
 BN0093  DESIGNATION -  Q 202
 BN0093  PID         -  BN0093
 BN0093  STATE/COUNTY-  TX/BLANCO
 BN0093  USGS QUAD   -  MONUMENT HILL (1963)
 BN0093
 BN0093                         *CURRENT SURVEY CONTROL
 BN0093  ___________________________________________________________________
 BN0093* NAD 83(1986)-  30 13 21.     (N)    098 22 47.     (W)     SCALED    
 BN0093* NAVD 88     -       448.466  (meters)    1471.34   (feet)  ADJUSTED  
 BN0093  ___________________________________________________________________
 BN0093  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 BN0093  DYNAMIC HT  -         447.846 (meters)    1469.31  (feet)  COMP
 BN0093  MODELED GRAV-     979,245.4   (mgal)                       NAVD 88
 BN0093
 BN0093  VERT ORDER  -  SECOND    CLASS 0
 BN0093
 BN0093.The horizontal coordinates were scaled from a topographic map and have
 BN0093.an estimated accuracy of +/- 6 seconds.
 BN0093
 BN0093.The orthometric height was determined by differential leveling
 BN0093.and adjusted by the National Geodetic Survey in June 1991..
 BN0093
 BN0093.The geoid height was determined by GEOID03.
 BN0093
 BN0093.The dynamic height is computed by dividing the NAVD 88
 BN0093.geopotential number by the normal gravity value computed on the
 BN0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0093.degrees latitude (g = 980.6199 gals.).
 BN0093
 BN0093.The modeled gravity was interpolated from observed gravity values.
 BN0093
 BN0093;                    North         East    Units  Estimated Accuracy
 BN0093;SPC TX C     - 3,063,270.      888,060.      MT  (+/- 180 meters Scaled)
 BN0093
 BN0093                          SUPERSEDED SURVEY CONTROL
 BN0093
 BN0093  NGVD 29 (??/??/92)  448.378  (m)         1471.05   (f) ADJ UNCH    2 0
 BN0093
 BN0093.Superseded values are not recommended for survey control.
 BN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0093.See file dsdata.txt to determine how the superseded data were derived.
 BN0093
 BN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU596436(NAD 83)
 BN0093_MARKER: DB = BENCH MARK DISK
 BN0093_SETTING: 80 = SET IN A BOULDER
 BN0093_SP_SET: BOULDER
 BN0093_STAMPING: Q 202 1933
 BN0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0093+STABILITY: SURFACE MOTION
 BN0093
 BN0093  HISTORY     - Date     Condition        Report By
 BN0093  HISTORY     - 1933     MONUMENTED       CGS
 BN0093  HISTORY     - 1953     GOOD             NGS
 BN0093  HISTORY     - 1963     MARK NOT FOUND   USGS
 BN0093  HISTORY     - 19910318 MARK NOT FOUND   USPSQD
 BN0093
 BN0093                          STATION DESCRIPTION
 BN0093
 BN0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0093'4.5 MI SE FROM JOHNSON CITY.
 BN0093'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0093'CITY, THENCE 4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 290, 0.1 MILE
 BN0093'SOUTHEAST OF A FARMHOUSE, 92 FEET NORTHEAST OF THE CENTER LINE OF THE
 BN0093'HIGHWAY, 42 FEET NORTHEAST OF A FENCE, FLUSH WITH THE GROUND, SET IN
 BN0093'THE TOP OF THE CENTER OF A 3 X 3 FOOT LIMESTONE BOULDER.
 BN0093
 BN0093                          STATION RECOVERY (1963)
 BN0093
 BN0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BN0093'MARK NOT FOUND.
 BN0093
 BN0093                          STATION RECOVERY (1991)
 BN0093
 BN0093'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0426 ***********************************************************************
 BZ0426  DESIGNATION -  Q 204
 BZ0426  PID         -  BZ0426
 BZ0426  STATE/COUNTY-  TX/LEON
 BZ0426  USGS QUAD   -  SPRING SEAT (1982)
 BZ0426
 BZ0426                         *CURRENT SURVEY CONTROL
 BZ0426  ___________________________________________________________________
 BZ0426* NAD 83(1986)-  31 07 51.     (N)    096 07 13.     (W)     SCALED    
 BZ0426* NAVD 88     -       145.17   (+/-2cm)     476.3    (feet)  VERTCON   
 BZ0426  ___________________________________________________________________
 BZ0426  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BZ0426
 BZ0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0426
 BZ0426.The horizontal coordinates were scaled from a topographic map and have
 BZ0426.an estimated accuracy of +/- 6 seconds.
 BZ0426
 BZ0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0426.The vertical order pertains to the NGVD 29 superseded value.
 BZ0426
 BZ0426.The geoid height was determined by GEOID03.
 BZ0426
 BZ0426;                    North         East    Units  Estimated Accuracy
 BZ0426;SPC TX C     - 3,169,920.    1,101,670.      MT  (+/- 180 meters Scaled)
 BZ0426
 BZ0426                          SUPERSEDED SURVEY CONTROL
 BZ0426
 BZ0426  NGVD 29 (??/??/92)  145.143  (m)          476.19   (f) ADJ UNCH    2 0
 BZ0426
 BZ0426.Superseded values are not recommended for survey control.
 BZ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0426.See file dsdata.txt to determine how the superseded data were derived.
 BZ0426
 BZ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV745476(NAD 83)
 BZ0426_MARKER: DB = BENCH MARK DISK
 BZ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0426_STAMPING: Q 204 1933
 BZ0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0426+STABILITY: SURFACE MOTION
 BZ0426
 BZ0426  HISTORY     - Date     Condition        Report By
 BZ0426  HISTORY     - 1933     MONUMENTED       CGS
 BZ0426  HISTORY     - 1947     GOOD             NGS
 BZ0426  HISTORY     - 20001030 MARK NOT FOUND   LOCSUR
 BZ0426
 BZ0426                          STATION DESCRIPTION
 BZ0426
 BZ0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0426'1.4 MI S FROM FLYNN.
 BZ0426'ABOUT 1.4 MILES SOUTH ALONG THE BURLINGTON ISLAND RAILROAD FROM THE
 BZ0426'STATION AT FLYNN, 36.0 FEET WEST OF AND AOBUT 4.0 FEET HIGHER THAN THE
 BZ0426'CENTER LINE OF THE TRACK, 8.6 FEET EAST OF THE RIGHT OF WAY FENCE, 6.5
 BZ0426'FEET SOUTH OF MILE POST 167 AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER
 BZ0426'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BZ0426'WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 BZ0426
 BZ0426                          STATION RECOVERY (2000)
 BZ0426
 BZ0426'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 BZ0426'DOZED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1676 ***********************************************************************
 BL1676  DESIGNATION -  Q 205
 BL1676  PID         -  BL1676
 BL1676  STATE/COUNTY-  TX/WALKER
 BL1676  USGS QUAD   -  GALILEE (1962)
 BL1676
 BL1676                         *CURRENT SURVEY CONTROL
 BL1676  ___________________________________________________________________
 BL1676* NAD 83(1986)-  30 44 59.     (N)    095 38 00.     (W)     SCALED    
 BL1676* NAVD 88     -       105.75   (+/-2cm)     346.9    (feet)  VERTCON   
 BL1676  ___________________________________________________________________
 BL1676  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BL1676
 BL1676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1676
 BL1676.The horizontal coordinates were scaled from a topographic map and have
 BL1676.an estimated accuracy of +/- 6 seconds.
 BL1676
 BL1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1676.The vertical order pertains to the NGVD 29 superseded value.
 BL1676
 BL1676.The geoid height was determined by GEOID03.
 BL1676
 BL1676;                    North         East    Units  Estimated Accuracy
 BL1676;SPC TX C     - 3,129,570.    1,149,860.      MT  (+/- 180 meters Scaled)
 BL1676
 BL1676                          SUPERSEDED SURVEY CONTROL
 BL1676
 BL1676  NGVD 29 (??/??/92)  105.748  (m)          346.94   (f) ADJ UNCH    2 0
 BL1676
 BL1676.Superseded values are not recommended for survey control.
 BL1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1676.See file dsdata.txt to determine how the superseded data were derived.
 BL1676
 BL1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ479048(NAD 83)
 BL1676_MARKER: DB = BENCH MARK DISK
 BL1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1676_STAMPING: Q-205 1933
 BL1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1676+STABILITY: SURFACE MOTION
 BL1676
 BL1676  HISTORY     - Date     Condition        Report By
 BL1676  HISTORY     - 1933     MONUMENTED       CGS
 BL1676  HISTORY     - 1935     GOOD             NGS
 BL1676
 BL1676                          STATION DESCRIPTION
 BL1676
 BL1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1676'5.4 MI W FROM HUNTSVILLE.
 BL1676'5.4 MILES WEST OF, ALONG U. S. HIGHWAY 75.  21 FEET EAST OF CENTER OF
 BL1676'ROAD LEADING NORTH TO FARM HOUSE, 45 FEET NORTH OF CENTER OF HIGHWAY,
 BL1676'4 FEET NORTH OF RIGHT OF WAY FENCE.
 BL1676
 BL1676                          STATION RECOVERY (1935)
 BL1676
 BL1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BL1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0060 ***********************************************************************
 BM0060  DESIGNATION -  Q 206
 BM0060  PID         -  BM0060
 BM0060  STATE/COUNTY-  TX/GRIMES
 BM0060  USGS QUAD   -  NAVASOTA (1989)
 BM0060
 BM0060                         *CURRENT SURVEY CONTROL
 BM0060  ___________________________________________________________________
 BM0060* NAD 83(1986)-  30 25 50.     (N)    096 03 43.     (W)     SCALED    
 BM0060* NAVD 88     -        59.21   (+/-2cm)     194.3    (feet)  VERTCON   
 BM0060  ___________________________________________________________________
 BM0060  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BM0060
 BM0060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0060
 BM0060.The horizontal coordinates were scaled from a topographic map and have
 BM0060.an estimated accuracy of +/- 6 seconds.
 BM0060
 BM0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0060.The vertical order pertains to the NGVD 29 superseded value.
 BM0060
 BM0060.The geoid height was determined by GEOID03.
 BM0060
 BM0060;                    North         East    Units  Estimated Accuracy
 BM0060;SPC TX C     - 3,092,560.    1,110,210.      MT  (+/- 180 meters Scaled)
 BM0060
 BM0060                          SUPERSEDED SURVEY CONTROL
 BM0060
 BM0060  NGVD 29 (??/??/92)   59.193  (m)          194.20   (f) ADJ UNCH    2 0
 BM0060
 BM0060.Superseded values are not recommended for survey control.
 BM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0060.See file dsdata.txt to determine how the superseded data were derived.
 BM0060
 BM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU821701(NAD 83)
 BM0060_MARKER: DB = BENCH MARK DISK
 BM0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0060_SP_SET: CULVERT
 BM0060_STAMPING: Q-206 1933
 BM0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0060
 BM0060  HISTORY     - Date     Condition        Report By
 BM0060  HISTORY     - 1933     MONUMENTED       CGS
 BM0060  HISTORY     - 1958     MARK NOT FOUND   USGS
 BM0060  HISTORY     - 19910622 MARK NOT FOUND   USPSQD
 BM0060
 BM0060                          STATION DESCRIPTION
 BM0060
 BM0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0060'4.1 MI NE FROM NAVASOTA.
 BM0060'4.1 MILES NORTHEAST OF, ALONG INTERNATIONAL AND GREAT NORTHERN
 BM0060'RAILROAD.  AT RAILROAD BRIDGE MARKED 425, 30 FEET SOUTH OF CENTER OF
 BM0060'TRACK, 25 FEET SOUTHWEST OF COUNTRY ROAD CROSSING 15 FEET EAST OF
 BM0060'FENCE ON WEST SIDE OF ROAD.
 BM0060
 BM0060                          STATION RECOVERY (1958)
 BM0060
 BM0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BM0060'MARK NOT FOUND.
 BM0060
 BM0060                          STATION RECOVERY (1991)
 BM0060
 BM0060'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0116 ***********************************************************************
 BM0116  DESIGNATION -  Q 207
 BM0116  PID         -  BM0116
 BM0116  STATE/COUNTY-  TX/WASHINGTON
 BM0116  USGS QUAD   -  BRENHAM (1989)
 BM0116
 BM0116                         *CURRENT SURVEY CONTROL
 BM0116  ___________________________________________________________________
 BM0116* NAD 83(1986)-  30 11 15.     (N)    096 24 32.     (W)     SCALED    
 BM0116* NAVD 88     -        84.80   (+/-2cm)     278.2    (feet)  VERTCON   
 BM0116  ___________________________________________________________________
 BM0116  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BM0116
 BM0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0116
 BM0116.The horizontal coordinates were scaled from a topographic map and have
 BM0116.an estimated accuracy of +/- 6 seconds.
 BM0116
 BM0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0116.The vertical order pertains to the NGVD 29 superseded value.
 BM0116
 BM0116.The geoid height was determined by GEOID03.
 BM0116
 BM0116;                    North         East    Units  Estimated Accuracy
 BM0116;SPC TX C     - 3,064,400.    1,077,860.      MT  (+/- 180 meters Scaled)
 BM0116
 BM0116                          SUPERSEDED SURVEY CONTROL
 BM0116
 BM0116  NGVD 29 (??/??/92)   84.762  (m)          278.09   (f) ADJ UNCH    2 0
 BM0116
 BM0116.Superseded values are not recommended for survey control.
 BM0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0116.See file dsdata.txt to determine how the superseded data were derived.
 BM0116
 BM0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU494424(NAD 83)
 BM0116_MARKER: DB = BENCH MARK DISK
 BM0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0116_SP_SET: ABUTMENT
 BM0116_STAMPING: Q-207 1934
 BM0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0116
 BM0116  HISTORY     - Date     Condition        Report By
 BM0116  HISTORY     - 1934     MONUMENTED       CGS
 BM0116  HISTORY     - 1954     GOOD             NGS
 BM0116  HISTORY     - 19910624 GOOD             USPSQD
 BM0116  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0116
 BM0116                          STATION DESCRIPTION
 BM0116
 BM0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0116'1.6 MI NW FROM BRENHAM.
 BM0116'1.6 MILES NORTHWEST OF, ALONG GULF COLORADO AND SANTA FE RAILWAY AT
 BM0116'RAILROAD BRIDGE 127B, SET HORIZONTAL IN TOP OF NORTHWEST ABUTMENT.
 BM0116
 BM0116                          STATION RECOVERY (1954)
 BM0116
 BM0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0116'RECOVERED IN GOOD CONDITION.
 BM0116
 BM0116                          STATION RECOVERY (1991)
 BM0116
 BM0116'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0116'RECOVERED IN GOOD CONDITION.
 BM0116
 BM0116                          STATION RECOVERY (1999)
 BM0116
 BM0116'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0196 ***********************************************************************
 BM0196  DESIGNATION -  Q 208
 BM0196  PID         -  BM0196
 BM0196  STATE/COUNTY-  TX/WASHINGTON
 BM0196  USGS QUAD   -  BRENHAM (1989)
 BM0196
 BM0196                         *CURRENT SURVEY CONTROL
 BM0196  ___________________________________________________________________
 BM0196* NAD 83(1986)-  30 08 43.     (N)    096 24 20.     (W)     SCALED    
 BM0196* NAVD 88     -       116.76   (+/-2cm)     383.1    (feet)  VERTCON   
 BM0196  ___________________________________________________________________
 BM0196  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BM0196
 BM0196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0196
 BM0196.The horizontal coordinates were scaled from a topographic map and have
 BM0196.an estimated accuracy of +/- 6 seconds.
 BM0196
 BM0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0196.The vertical order pertains to the NGVD 29 superseded value.
 BM0196
 BM0196.The geoid height was determined by GEOID03.
 BM0196
 BM0196;                    North         East    Units  Estimated Accuracy
 BM0196;SPC TX C     - 3,059,740.    1,078,340.      MT  (+/- 180 meters Scaled)
 BM0196
 BM0196                          SUPERSEDED SURVEY CONTROL
 BM0196
 BM0196  NGVD 29 (??/??/92)  116.726  (m)          382.96   (f) ADJ UNCH    2 0
 BM0196
 BM0196.Superseded values are not recommended for survey control.
 BM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0196.See file dsdata.txt to determine how the superseded data were derived.
 BM0196
 BM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU499377(NAD 83)
 BM0196_MARKER: DB = BENCH MARK DISK
 BM0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0196_STAMPING: 383.027 Q 208 1933
 BM0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0196+STABILITY: SURFACE MOTION
 BM0196
 BM0196  HISTORY     - Date     Condition        Report By
 BM0196  HISTORY     - 1933     MONUMENTED       CGS
 BM0196  HISTORY     - 1963     GOOD             USGS
 BM0196  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0196
 BM0196                          STATION DESCRIPTION
 BM0196
 BM0196'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BM0196'1.8 MI S FROM BRENHAM.
 BM0196'1.8 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BM0196'POST OFFICE AT BRENHAM, WASHINGTON COUNTY, AT A ROAD CROSSING, 78 FEET
 BM0196'NORTHWEST OF CENTER OF CROSSING 61 FEET SOUTHWEST OF THE CENTERLINE OF
 BM0196'THE MAIN TRACK, 49 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 BM0196'ROAD.  A STANDARD DISK, STAMPED 383.027 Q 208 1933, AND SET IN THE TOP
 BM0196'OF A CONCRETE POST.
 BM0196
 BM0196                          STATION RECOVERY (1991)
 BM0196
 BM0196'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0341 ***********************************************************************
 BM0341  DESIGNATION -  Q 209
 BM0341  PID         -  BM0341
 BM0341  STATE/COUNTY-  TX/BELL
 BM0341  USGS QUAD   -  BARTLETT (1989)
 BM0341
 BM0341                         *CURRENT SURVEY CONTROL
 BM0341  ___________________________________________________________________
 BM0341* NAD 83(1986)-  30 47 45.     (N)    097 25 48.     (W)     SCALED    
 BM0341* NAVD 88     -       183.264  (meters)     601.26   (feet)  ADJUSTED  
 BM0341  ___________________________________________________________________
 BM0341  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BM0341  DYNAMIC HT  -         183.021 (meters)     600.46  (feet)  COMP
 BM0341  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 BM0341
 BM0341  VERT ORDER  -  FIRST     CLASS II
 BM0341
 BM0341.The horizontal coordinates were scaled from a topographic map and have
 BM0341.an estimated accuracy of +/- 6 seconds.
 BM0341
 BM0341.The orthometric height was determined by differential leveling
 BM0341.and adjusted by the National Geodetic Survey in June 1991..
 BM0341
 BM0341.The geoid height was determined by GEOID03.
 BM0341
 BM0341.The dynamic height is computed by dividing the NAVD 88
 BM0341.geopotential number by the normal gravity value computed on the
 BM0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0341.degrees latitude (g = 980.6199 gals.).
 BM0341
 BM0341.The modeled gravity was interpolated from observed gravity values.
 BM0341
 BM0341;                    North         East    Units  Estimated Accuracy
 BM0341;SPC TX C     - 3,128,800.      977,810.      MT  (+/- 180 meters Scaled)
 BM0341
 BM0341                          SUPERSEDED SURVEY CONTROL
 BM0341
 BM0341  NGVD 29 (??/??/92)  183.177  (m)          600.97   (f) ADJ UNCH    1 2
 BM0341
 BM0341.Superseded values are not recommended for survey control.
 BM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0341.See file dsdata.txt to determine how the superseded data were derived.
 BM0341
 BM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV502080(NAD 83)
 BM0341_MARKER: DB = BENCH MARK DISK
 BM0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0341_SP_SET: FOUNDATION
 BM0341_STAMPING: Q-209 1933
 BM0341_MARK LOGO: CGS   
 BM0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0341
 BM0341  HISTORY     - Date     Condition        Report By
 BM0341  HISTORY     - 1933     MONUMENTED       CGS
 BM0341  HISTORY     - 1935     GOOD             NGS
 BM0341  HISTORY     - 1980     GOOD             NGS
 BM0341  HISTORY     - 1983     GOOD             USPSQD
 BM0341  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0341
 BM0341                          STATION DESCRIPTION
 BM0341
 BM0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0341'IN BARTLET.
 BM0341'AT WATER TOWER, 1 BLOCK WEST OF M. K. T. RAILROAD TRACK, SET
 BM0341'HORIZONTAL IN TOP OF CONCRETE FOUNDATION OF NORTHEAST LEG OF TOWER.
 BM0341
 BM0341                          STATION RECOVERY (1935)
 BM0341
 BM0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0341'RECOVERED IN GOOD CONDITION.
 BM0341
 BM0341                          STATION RECOVERY (1980)
 BM0341
 BM0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0341'RECOVERED IN GOOD CONDITION.
 BM0341
 BM0341                          STATION RECOVERY (1983)
 BM0341
 BM0341'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0341'RECOVERED IN GOOD CONDITION.
 BM0341
 BM0341                          STATION RECOVERY (1990)
 BM0341
 BM0341'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0151 ***********************************************************************
 CB0151  DESIGNATION -  Q 211
 CB0151  PID         -  CB0151
 CB0151  STATE/COUNTY-  TX/TOM GREEN
 CB0151  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0151
 CB0151                         *CURRENT SURVEY CONTROL
 CB0151  ___________________________________________________________________
 CB0151* NAD 83(1986)-  31 29 15.     (N)    100 24 31.     (W)     SCALED    
 CB0151* NAVD 88     -       570.835  (meters)    1872.81   (feet)  ADJUSTED  
 CB0151  ___________________________________________________________________
 CB0151  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CB0151  DYNAMIC HT  -         570.057 (meters)    1870.26  (feet)  COMP
 CB0151  MODELED GRAV-     979,258.8   (mgal)                       NAVD 88
 CB0151
 CB0151  VERT ORDER  -  SECOND    CLASS 0
 CB0151
 CB0151.The horizontal coordinates were scaled from a topographic map and have
 CB0151.an estimated accuracy of +/- 6 seconds.
 CB0151
 CB0151.The orthometric height was determined by differential leveling
 CB0151.and adjusted by the National Geodetic Survey in June 1991..
 CB0151
 CB0151.The geoid height was determined by GEOID03.
 CB0151
 CB0151.The dynamic height is computed by dividing the NAVD 88
 CB0151.geopotential number by the normal gravity value computed on the
 CB0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0151.degrees latitude (g = 980.6199 gals.).
 CB0151
 CB0151.The modeled gravity was interpolated from observed gravity values.
 CB0151
 CB0151;                    North         East    Units  Estimated Accuracy
 CB0151;SPC TX C     - 3,201,850.      692,850.      MT  (+/- 180 meters Scaled)
 CB0151
 CB0151                          SUPERSEDED SURVEY CONTROL
 CB0151
 CB0151  NGVD 29 (??/??/92)  570.677  (m)         1872.30   (f) ADJ UNCH    2 0
 CB0151
 CB0151.Superseded values are not recommended for survey control.
 CB0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0151.See file dsdata.txt to determine how the superseded data were derived.
 CB0151
 CB0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV662844(NAD 83)
 CB0151_MARKER: DB = BENCH MARK DISK
 CB0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0151_STAMPING: 1872.286 Q 211 1934
 CB0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0151+STABILITY: SURFACE MOTION
 CB0151
 CB0151  HISTORY     - Date     Condition        Report By
 CB0151  HISTORY     - 1934     MONUMENTED       CGS
 CB0151  HISTORY     - 1947     GOOD             NGS
 CB0151
 CB0151                          STATION DESCRIPTION
 CB0151
 CB0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0151'2.0 MI NE FROM SAN ANGELO.
 CB0151'2.0 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0151'SAN ANGELO, TOM GREEN COUNTY, 30 FEET SOUTHWEST OF MILEPOST 70, 45
 CB0151'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 6 FEET NORTHWEST OF
 CB0151'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1872.286 Q 211 1934
 CB0151'AND SET IN THE TOP OF A CONCRETE POST.
 CB0151
 CB0151                          STATION RECOVERY (1947)
 CB0151
 CB0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CB0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0653 ***********************************************************************
 CA0653  DESIGNATION -  Q 212
 CA0653  PID         -  CA0653
 CA0653  STATE/COUNTY-  TX/RUNNELS
 CA0653  USGS QUAD   -  WINTERS (1987)
 CA0653
 CA0653                         *CURRENT SURVEY CONTROL
 CA0653  ___________________________________________________________________
 CA0653* NAD 83(1986)-  31 57 57.     (N)    099 57 43.     (W)     SCALED    
 CA0653* NAVD 88     -       567.691  (meters)    1862.50   (feet)  ADJUSTED  
 CA0653  ___________________________________________________________________
 CA0653  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CA0653  DYNAMIC HT  -         566.950 (meters)    1860.07  (feet)  COMP
 CA0653  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 CA0653
 CA0653  VERT ORDER  -  SECOND    CLASS 0
 CA0653
 CA0653.The horizontal coordinates were scaled from a topographic map and have
 CA0653.an estimated accuracy of +/- 6 seconds.
 CA0653
 CA0653.The orthometric height was determined by differential leveling
 CA0653.and adjusted by the National Geodetic Survey in June 1991..
 CA0653
 CA0653.The geoid height was determined by GEOID03.
 CA0653
 CA0653.The dynamic height is computed by dividing the NAVD 88
 CA0653.geopotential number by the normal gravity value computed on the
 CA0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0653.degrees latitude (g = 980.6199 gals.).
 CA0653
 CA0653.The modeled gravity was interpolated from observed gravity values.
 CA0653
 CA0653;                    North         East    Units  Estimated Accuracy
 CA0653;SPC TX C     - 3,254,950.      735,110.      MT  (+/- 180 meters Scaled)
 CA0653
 CA0653                          SUPERSEDED SURVEY CONTROL
 CA0653
 CA0653  NGVD 29 (??/??/92)  567.577  (m)         1862.13   (f) ADJ UNCH    2 0
 CA0653
 CA0653.Superseded values are not recommended for survey control.
 CA0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0653.See file dsdata.txt to determine how the superseded data were derived.
 CA0653
 CA0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA091370(NAD 83)
 CA0653_MARKER: DB = BENCH MARK DISK
 CA0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0653_SP_SET: FOUNDATION
 CA0653_STAMPING: 1861.893 Q 212 1934
 CA0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0653
 CA0653  HISTORY     - Date     Condition        Report By
 CA0653  HISTORY     - 1934     MONUMENTED       CGS
 CA0653  HISTORY     - 1961     GOOD             NGS
 CA0653  HISTORY     - 1971     GOOD             NGS
 CA0653
 CA0653                          STATION DESCRIPTION
 CA0653
 CA0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CA0653'IN WINTERS.
 CA0653'AT WINTERS, 400 YARDS EAST OF THE ABILENE AND SOUTHERN RAILWAY TRACK,
 CA0653'60 FEET EAST OF THE SOUTHEAST CORNER OF THE CEMETERY, AT THE WATER
 CA0653'TOWER ON NORTH MAIN STREET, AND IN THE TOP OF THE CONCRETE FOUNDATION
 CA0653'OF THE SOUTHWEST LEG.  A STANDARD DISK, STAMPED 1861.893 Q 212 1934.
 CA0653
 CA0653                          STATION RECOVERY (1971)
 CA0653
 CA0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CA0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0077 ***********************************************************************
 AX0077  DESIGNATION -  Q 212
 AX0077  PID         -  AX0077
 AX0077  STATE/COUNTY-  TX/COLORADO
 AX0077  USGS QUAD   -  EAGLE LAKE (1981)
 AX0077
 AX0077                         *CURRENT SURVEY CONTROL
 AX0077  ___________________________________________________________________
 AX0077* NAD 83(1986)-  29 35 36.     (N)    096 19 54.     (W)     SCALED    
 AX0077* NAVD 88     -        57.53   (+/-2cm)     188.7    (feet)  VERTCON   
 AX0077  ___________________________________________________________________
 AX0077  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0077
 AX0077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0077
 AX0077.The horizontal coordinates were scaled from a topographic map and have
 AX0077.an estimated accuracy of +/- 6 seconds.
 AX0077
 AX0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0077.The vertical order pertains to the NGVD 29 superseded value.
 AX0077
 AX0077.The geoid height was determined by GEOID03.
 AX0077
 AX0077;                    North         East    Units  Estimated Accuracy
 AX0077;SPC TXSC     - 4,198,000.      858,450.      MT  (+/- 180 meters Scaled)
 AX0077
 AX0077                          SUPERSEDED SURVEY CONTROL
 AX0077
 AX0077  NGVD 29 (??/??/92)   57.516  (m)          188.70   (f) ADJ UNCH    2 0
 AX0077
 AX0077.Superseded values are not recommended for survey control.
 AX0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0077.See file dsdata.txt to determine how the superseded data were derived.
 AX0077
 AX0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT584766(NAD 83)
 AX0077_MARKER: DB = BENCH MARK DISK
 AX0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0077_SP_SET: FOUNDATION
 AX0077_STAMPING: 188.691 Q 212 1934
 AX0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0077
 AX0077  HISTORY     - Date     Condition        Report By
 AX0077  HISTORY     - 1934     MONUMENTED       CGS
 AX0077  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0077
 AX0077                          STATION DESCRIPTION
 AX0077
 AX0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0077'IN EAGLE LAKE.
 AX0077'AT EAGLE LAKE, COLORADO COUNTY, ABOUT 3 BLOCKS NORTHEAST AND 1 BLOCK
 AX0077'NORTHWEST OF THE TEXAS AND NEW ORLEANS RAILROAD FREIGHT STATION, IN
 AX0077'THE SOUTH CONCRETE FOUNDATION OF THE HIGH SCHOOL BUILDING, 43.8 FEET
 AX0077'WEST OF THE WEST EDGE OF THE EAST DOOR OF THE SOUTH ENTRANCE, 27.6
 AX0077'FEET EAST OF THE EAST EDGE OF THE WEST DOOR OF THE SOUTH ENTRANCE,
 AX0077'ABOUT 1.8 FEET HIGHER THAN THE GROUND, AND 0.7 FOOT BELOW THE TOP OF
 AX0077'THE FOUNDATION.  A STANDARD DISK, STAMPED 188.691 Q 212 1934 AND SET
 AX0077'VERTICALLY.
 AX0077
 AX0077                          STATION RECOVERY (1991)
 AX0077
 AX0077'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0654 ***********************************************************************
 CA0654  DESIGNATION -  Q 212 RESET 1971
 CA0654  PID         -  CA0654
 CA0654  STATE/COUNTY-  TX/RUNNELS
 CA0654  USGS QUAD   -  WINTERS (1987)
 CA0654
 CA0654                         *CURRENT SURVEY CONTROL
 CA0654  ___________________________________________________________________
 CA0654* NAD 83(1986)-  31 57 56.     (N)    099 57 44.     (W)     SCALED    
 CA0654* NAVD 88     -       567.49   (+/-2cm)    1861.8    (feet)  VERTCON   
 CA0654  ___________________________________________________________________
 CA0654  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CA0654
 CA0654  VERT ORDER  -  THIRD (See Below)
 CA0654
 CA0654.The horizontal coordinates were scaled from a topographic map and have
 CA0654.an estimated accuracy of +/- 6 seconds.
 CA0654
 CA0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0654.The vertical order pertains to the NGVD 29 superseded value.
 CA0654
 CA0654.The geoid height was determined by GEOID03.
 CA0654
 CA0654;                    North         East    Units  Estimated Accuracy
 CA0654;SPC TX C     - 3,254,920.      735,080.      MT  (+/- 180 meters Scaled)
 CA0654
 CA0654                          SUPERSEDED SURVEY CONTROL
 CA0654
 CA0654  NGVD 29 (??/??/??)  567.37   (m)         1861.4    (f) RESET       3  
 CA0654
 CA0654.Superseded values are not recommended for survey control.
 CA0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0654.See file dsdata.txt to determine how the superseded data were derived.
 CA0654
 CA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA090370(NAD 83)
 CA0654_MARKER: DB = BENCH MARK DISK
 CA0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0654_STAMPING: Q 212 RESET 1971
 CA0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0654+STABILITY: SURFACE MOTION
 CA0654
 CA0654  HISTORY     - Date     Condition        Report By
 CA0654  HISTORY     - 1971     MONUMENTED       NGS
 CA0654
 CA0654                          STATION DESCRIPTION
 CA0654
 CA0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CA0654'IN WINTERS.
 CA0654'AT WINTERS, AT THE SOUTHEAST CORNER OF CEMETERY.  A STANDARD BENCH
 CA0654'MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH
 CA0654'THE GROUND AND IS STAMPED Q 212 RESET 1971.  IT IS 29 FEET WEST OF THE
 CA0654'CENTER-LINE OF U.S. HIGHWAY 83, 20 FEET NORTH OF THE CENTER OF COLLEGE
 CA0654'STREET, 3.6 FEET NORTH OF A HI-LINE POLE AND 2.4 FEET EAST OF THE
 CA0654'SOUTHEAST CORNER OF FAMILY BURIAL PLOT AT THE SOUTHEAST CORNER OF
 CA0654'CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4448 ***********************************************************************
 AW4448  DESIGNATION -  Q 213
 AW4448  PID         -  AW4448
 AW4448  STATE/COUNTY-  TX/MATAGORDA
 AW4448  USGS QUAD   -  VAN VLECK (1980)
 AW4448
 AW4448                         *CURRENT SURVEY CONTROL
 AW4448  ___________________________________________________________________
 AW4448* NAD 83(1986)-  29 06 27.     (N)    095 57 35.     (W)     SCALED    
 AW4448* NAVD 88     -        19.91   (+/-2cm)      65.3    (feet)  VERTCON   
 AW4448  ___________________________________________________________________
 AW4448  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW4448
 AW4448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4448
 AW4448.The horizontal coordinates were scaled from a topographic map and have
 AW4448.an estimated accuracy of +/- 6 seconds.
 AW4448
 AW4448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4448.The vertical order pertains to the NGVD 29 superseded value.
 AW4448
 AW4448.The geoid height was determined by GEOID03.
 AW4448
 AW4448;                    North         East    Units  Estimated Accuracy
 AW4448;SPC TXSC     - 4,145,060.      895,860.      MT  (+/- 180 meters Scaled)
 AW4448
 AW4448                          SUPERSEDED SURVEY CONTROL
 AW4448
 AW4448  NGVD 29 (??/??/92)   19.93   (m)           65.4    (f) COMPUTED    2 0
 AW4448
 AW4448.Superseded values are not recommended for survey control.
 AW4448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4448.See file dsdata.txt to determine how the superseded data were derived.
 AW4448
 AW4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN119235(NAD 83)
 AW4448_MARKER: DB = BENCH MARK DISK
 AW4448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4448_STAMPING: Q 213 1934
 AW4448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4448+STABILITY: SURFACE MOTION
 AW4448
 AW4448  HISTORY     - Date     Condition        Report By
 AW4448  HISTORY     - 1934     MONUMENTED       CGS
 AW4448  HISTORY     - 1942     GOOD             NGS
 AW4448  HISTORY     - 1962     GOOD             NGS
 AW4448  HISTORY     - 19961119 MARK NOT FOUND   USPSQD
 AW4448
 AW4448                          STATION DESCRIPTION
 AW4448
 AW4448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW4448'0.5 MI NW FROM MCCROSKEY.
 AW4448'TO REACH FROM MCCROSKEY.  PROCEED 0.5 MILE NORTHWEST ALONG SANTA FE
 AW4448'RAILROAD TRACK TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 40 FEET
 AW4448'NORTH OF MILEPOST 60, ABOUT 50 FEET EAST OF THE CENTERLINE OF THE
 AW4448'TRACK, ABOUT 40 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 60, AND 3
 AW4448'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  A STD. DISK SET IN
 AW4448'CONCRETE POST.
 AW4448
 AW4448                          STATION RECOVERY (1962)
 AW4448
 AW4448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AW4448'RECOVERED IN GOOD CONDITION.
 AW4448
 AW4448                          STATION RECOVERY (1996)
 AW4448
 AW4448'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1442 ***********************************************************************
 AY1442  DESIGNATION -  Q 214
 AY1442  PID         -  AY1442
 AY1442  STATE/COUNTY-  TX/REAL
 AY1442  USGS QUAD   -  OWL HOLLOW (1971)
 AY1442
 AY1442                         *CURRENT SURVEY CONTROL
 AY1442  ___________________________________________________________________
 AY1442* NAD 83(1986)-  29 48 34.     (N)    099 46 10.     (W)     SCALED    
 AY1442* NAVD 88     -       526.249  (meters)    1726.54   (feet)  ADJUSTED  
 AY1442  ___________________________________________________________________
 AY1442  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AY1442  DYNAMIC HT  -         525.474 (meters)    1723.99  (feet)  COMP
 AY1442  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 AY1442
 AY1442  VERT ORDER  -  SECOND    CLASS 0
 AY1442
 AY1442.The horizontal coordinates were scaled from a topographic map and have
 AY1442.an estimated accuracy of +/- 6 seconds.
 AY1442
 AY1442.The orthometric height was determined by differential leveling
 AY1442.and adjusted by the National Geodetic Survey in June 1991..
 AY1442
 AY1442.The geoid height was determined by GEOID03.
 AY1442
 AY1442.The dynamic height is computed by dividing the NAVD 88
 AY1442.geopotential number by the normal gravity value computed on the
 AY1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1442.degrees latitude (g = 980.6199 gals.).
 AY1442
 AY1442.The modeled gravity was interpolated from observed gravity values.
 AY1442
 AY1442;                    North         East    Units  Estimated Accuracy
 AY1442;SPC TXSC     - 4,219,250.      525,630.      MT  (+/- 180 meters Scaled)
 AY1442
 AY1442                          SUPERSEDED SURVEY CONTROL
 AY1442
 AY1442  NGVD 29 (??/??/92)  526.156  (m)         1726.23   (f) ADJ UNCH    2 0
 AY1442
 AY1442.Superseded values are not recommended for survey control.
 AY1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1442.See file dsdata.txt to determine how the superseded data were derived.
 AY1442
 AY1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT256979(NAD 83)
 AY1442_MARKER: DB = BENCH MARK DISK
 AY1442_SETTING: 66 = SET IN ROCK OUTCROP
 AY1442_SP_SET: ROCK
 AY1442_STAMPING: Q-214 1934
 AY1442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1442+STABILITY: POSITION/ELEVATION WELL
 AY1442
 AY1442  HISTORY     - Date     Condition        Report By
 AY1442  HISTORY     - 1934     MONUMENTED       CGS
 AY1442  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1442
 AY1442                          STATION DESCRIPTION
 AY1442
 AY1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AY1442'6.1 MI NE FROM LEAKEY.
 AY1442'6.1 MILES NE OF AND ALONG THE LEAKEY-KERRVILLE ROAD.  12 YARDS W OF
 AY1442'ROAD (LEFT IN DIRECTION OF LINE) AND SET IN TOP OF LARGE CONGLOMERATE
 AY1442'ROCK PAINTED USBM.  ROCKS PILED ON TOP.
 AY1442
 AY1442                          STATION RECOVERY (1953)
 AY1442
 AY1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0510 ***********************************************************************
 AJ0510  DESIGNATION -  Q 215
 AJ0510  PID         -  AJ0510
 AJ0510  STATE/COUNTY-  TX/JIM HOGG
 AJ0510  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0510
 AJ0510                         *CURRENT SURVEY CONTROL
 AJ0510  ___________________________________________________________________
 AJ0510* NAD 83(1986)-  27 17 40.     (N)    098 37 45.     (W)     SCALED    
 AJ0510* NAVD 88     -       152.188  (meters)     499.30   (feet)  ADJUSTED  
 AJ0510  ___________________________________________________________________
 AJ0510  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AJ0510  DYNAMIC HT  -         151.947 (meters)     498.51  (feet)  COMP
 AJ0510  MODELED GRAV-     979,061.5   (mgal)                       NAVD 88
 AJ0510
 AJ0510  VERT ORDER  -  SECOND    CLASS 0
 AJ0510
 AJ0510.The horizontal coordinates were scaled from a topographic map and have
 AJ0510.an estimated accuracy of +/- 6 seconds.
 AJ0510
 AJ0510.The orthometric height was determined by differential leveling
 AJ0510.and adjusted by the National Geodetic Survey in June 1991..
 AJ0510
 AJ0510.The geoid height was determined by GEOID03.
 AJ0510
 AJ0510.The dynamic height is computed by dividing the NAVD 88
 AJ0510.geopotential number by the normal gravity value computed on the
 AJ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0510.degrees latitude (g = 980.6199 gals.).
 AJ0510
 AJ0510.The modeled gravity was interpolated from observed gravity values.
 AJ0510
 AJ0510;                    North         East    Units  Estimated Accuracy
 AJ0510;SPC TX S     - 5,180,350.      287,210.      MT  (+/- 180 meters Scaled)
 AJ0510
 AJ0510                          SUPERSEDED SURVEY CONTROL
 AJ0510
 AJ0510  NGVD 29 (??/??/92)  152.234  (m)          499.45   (f) ADJ UNCH    2 0
 AJ0510
 AJ0510.Superseded values are not recommended for survey control.
 AJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0510.See file dsdata.txt to determine how the superseded data were derived.
 AJ0510
 AJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR366191(NAD 83)
 AJ0510_MARKER: DB = BENCH MARK DISK
 AJ0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0510_STAMPING: Q-215 1934
 AJ0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0510+STABILITY: SURFACE MOTION
 AJ0510
 AJ0510  HISTORY     - Date     Condition        Report By
 AJ0510  HISTORY     - 1934     MONUMENTED       CGS
 AJ0510  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0510
 AJ0510                          STATION DESCRIPTION
 AJ0510
 AJ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AJ0510'3.0 MI E FROM HEBBRONVILLE.
 AJ0510'ABOUT 3.2 MILES E OF, AND ALONG THE HEBBRONVILLE-FALFURRIAS ROAD.
 AJ0510'ABOUT 0.5 SW OF CATTLE-GUARD IN ROAD.  55 FT. SE OF CENTER-LINE OF
 AJ0510'ROAD.
 AJ0510
 AJ0510                          STATION RECOVERY (1968)
 AJ0510
 AJ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0482 ***********************************************************************
 AO0482  DESIGNATION -  Q 216
 AO0482  PID         -  AO0482
 AO0482  STATE/COUNTY-  TX/ZAVALA
 AO0482  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0482
 AO0482                         *CURRENT SURVEY CONTROL
 AO0482  ___________________________________________________________________
 AO0482* NAD 83(1986)-  28 40 12.     (N)    099 49 31.     (W)     SCALED    
 AO0482* NAVD 88     -       165.112  (meters)     541.71   (feet)  ADJUSTED  
 AO0482  ___________________________________________________________________
 AO0482  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AO0482  DYNAMIC HT  -         164.869 (meters)     540.91  (feet)  COMP
 AO0482  MODELED GRAV-     979,165.7   (mgal)                       NAVD 88
 AO0482
 AO0482  VERT ORDER  -  SECOND    CLASS 0
 AO0482
 AO0482.The horizontal coordinates were scaled from a topographic map and have
 AO0482.an estimated accuracy of +/- 6 seconds.
 AO0482
 AO0482.The orthometric height was determined by differential leveling
 AO0482.and adjusted by the National Geodetic Survey in June 1991..
 AO0482
 AO0482.The geoid height was determined by GEOID03.
 AO0482
 AO0482.The dynamic height is computed by dividing the NAVD 88
 AO0482.geopotential number by the normal gravity value computed on the
 AO0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0482.degrees latitude (g = 980.6199 gals.).
 AO0482
 AO0482.The modeled gravity was interpolated from observed gravity values.
 AO0482
 AO0482;                    North         East    Units  Estimated Accuracy
 AO0482;SPC TXSC     - 4,093,010.      519,340.      MT  (+/- 180 meters Scaled)
 AO0482
 AO0482                          SUPERSEDED SURVEY CONTROL
 AO0482
 AO0482  NGVD 29 (??/??/92)  165.020  (m)          541.40   (f) ADJ UNCH    2 0
 AO0482
 AO0482.Superseded values are not recommended for survey control.
 AO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0482.See file dsdata.txt to determine how the superseded data were derived.
 AO0482
 AO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS193717(NAD 83)
 AO0482_MARKER: DB = BENCH MARK DISK
 AO0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0482_STAMPING: 541.403 Q 216 1934
 AO0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0482+STABILITY: SURFACE MOTION
 AO0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0482+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2003
 AO0482
 AO0482  HISTORY     - Date     Condition        Report By
 AO0482  HISTORY     - 1934     MONUMENTED       CGS
 AO0482  HISTORY     - 1972     GOOD             USGS
 AO0482  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0482  HISTORY     - 20030102 GOOD             LOCSUR
 AO0482
 AO0482                          STATION DESCRIPTION
 AO0482
 AO0482'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AO0482'1.0 MI S FROM CRYSTAL CITY.
 AO0482'1.0 MILE SOUTH ALONG THE MISSOURI - PACIFIC RAILROAD FROM CRYSTAL
 AO0482'CITY, ZAVALA COUNTY, 492 FEET SOUTH AND 47 FEET WEST OF THE SOUTH
 AO0482'BRANCH LEADING TO CARRIZO SPRINGS.  (DISTANCES ARE MEASURED FROM THE
 AO0482'SWITCH OF THE R. R. FORK.) 14 FEET EAST OF THE R. O. W. FENCE AND
 AO0482'LEVEL WITH THE GROUND SURFACE.  A STANDARD DISK STAMPED 541.403 Q 216
 AO0482'1934 AND SET IN THE TOP OF A CONCRETE POST.
 AO0482
 AO0482                          STATION RECOVERY (1997)
 AO0482
 AO0482'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0482'MARK NOT FOUND.
 AO0482
 AO0482                          STATION RECOVERY (2003)
 AO0482
 AO0482'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (DG)
 AO0482'MGM ENGINEERING, HARLINGEN TEXAS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0215 ***********************************************************************
 AZ0215  DESIGNATION -  Q 217
 AZ0215  PID         -  AZ0215
 AZ0215  STATE/COUNTY-  TX/VAL VERDE
 AZ0215  USGS QUAD   -  MIERS RANCH (1972)
 AZ0215
 AZ0215                         *CURRENT SURVEY CONTROL
 AZ0215  ___________________________________________________________________
 AZ0215* NAD 83(1986)-  29 44 06.     (N)    100 49 13.     (W)     SCALED    
 AZ0215* NAVD 88     -       548.172  (meters)    1798.46   (feet)  ADJUSTED  
 AZ0215  ___________________________________________________________________
 AZ0215  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AZ0215  DYNAMIC HT  -         547.362 (meters)    1795.80  (feet)  COMP
 AZ0215  MODELED GRAV-     979,147.6   (mgal)                       NAVD 88
 AZ0215
 AZ0215  VERT ORDER  -  FIRST     CLASS II
 AZ0215
 AZ0215.The horizontal coordinates were scaled from a topographic map and have
 AZ0215.an estimated accuracy of +/- 6 seconds.
 AZ0215
 AZ0215.The orthometric height was determined by differential leveling
 AZ0215.and adjusted by the National Geodetic Survey in June 1991..
 AZ0215
 AZ0215.The geoid height was determined by GEOID03.
 AZ0215
 AZ0215.The dynamic height is computed by dividing the NAVD 88
 AZ0215.geopotential number by the normal gravity value computed on the
 AZ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0215.degrees latitude (g = 980.6199 gals.).
 AZ0215
 AZ0215.The modeled gravity was interpolated from observed gravity values.
 AZ0215
 AZ0215;                    North         East    Units  Estimated Accuracy
 AZ0215;SPC TXSC     - 4,212,130.      423,930.      MT  (+/- 180 meters Scaled)
 AZ0215
 AZ0215                          SUPERSEDED SURVEY CONTROL
 AZ0215
 AZ0215  NGVD 29 (??/??/92)  548.097  (m)         1798.21   (f) ADJ UNCH    1 2
 AZ0215
 AZ0215.Superseded values are not recommended for survey control.
 AZ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0215.See file dsdata.txt to determine how the superseded data were derived.
 AZ0215
 AZ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT239908(NAD 83)
 AZ0215_MARKER: DB = BENCH MARK DISK
 AZ0215_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0215_SP_SET: OUTCROP
 AZ0215_STAMPING: Q 217 1934 1798.215
 AZ0215_MARK LOGO: CGS   
 AZ0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0215+STABILITY: POSITION/ELEVATION WELL
 AZ0215
 AZ0215  HISTORY     - Date     Condition        Report By
 AZ0215  HISTORY     - 1934     MONUMENTED       CGS
 AZ0215  HISTORY     - 1958     GOOD             NGS
 AZ0215  HISTORY     - 1981     GOOD             NGS
 AZ0215  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0215
 AZ0215                          STATION DESCRIPTION
 AZ0215
 AZ0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0215'10.9 MI SW FROM CARTA VALLEY.
 AZ0215'ABOUT 10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE POST OFFICE
 AZ0215'AT CARTA VALLEY, THENCE ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 277.
 AZ0215'IN THE TOP OF A LARGE LIMESTONE OUTCROP, 56 FEET EAST OF THE CENTER
 AZ0215'LINE OF THE HIGHWAY, ABOUT 0.1 MILE NORTH OF A GATE AND PRIVATE ROAD
 AZ0215'LEADING EAST, 22 FEET WEST OF A FENCE, AND ABOUT LEVEL WITH THE
 AZ0215'HIGHWAY.
 AZ0215
 AZ0215                          STATION RECOVERY (1981)
 AZ0215
 AZ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0215'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0215'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE 0.8
 AZ0215'KM (0.5 MI) NORTH ALONG U.S. HIGHWAY 277, IN THE NORTHWEST END OF A 4
 AZ0215'BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK AT THE SOUTH END OF A
 AZ0215'SMALL CUT, 27.3 METERS (89.6 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 AZ0215'THE HIGHWAY, 14.0 METERS (45.9 FT) NORTH OF A UTILITY POLE AND 6.7
 AZ0215'METERS (22.0 FT) WEST-NORTHWEST OF A FENCE.
 AZ0215'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 AZ0215
 AZ0215                          STATION RECOVERY (1999)
 AZ0215
 AZ0215'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0068 ***********************************************************************
 BO0068  DESIGNATION -  Q 218
 BO0068  PID         -  BO0068
 BO0068  STATE/COUNTY-  TX/SUTTON
 BO0068  USGS QUAD   -  DUNBAR DRAW NW (1982)
 BO0068
 BO0068                         *CURRENT SURVEY CONTROL
 BO0068  ___________________________________________________________________
 BO0068* NAD 83(1986)-  30 22 34.     (N)    100 40 31.     (W)     SCALED    
 BO0068* NAVD 88     -       631.602  (meters)    2072.18   (feet)  ADJUSTED  
 BO0068  ___________________________________________________________________
 BO0068  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BO0068  DYNAMIC HT  -         630.682 (meters)    2069.16  (feet)  COMP
 BO0068  MODELED GRAV-     979,164.9   (mgal)                       NAVD 88
 BO0068
 BO0068  VERT ORDER  -  SECOND    CLASS 0
 BO0068
 BO0068.The horizontal coordinates were scaled from a topographic map and have
 BO0068.an estimated accuracy of +/- 6 seconds.
 BO0068
 BO0068.The orthometric height was determined by differential leveling
 BO0068.and adjusted by the National Geodetic Survey in June 1991..
 BO0068
 BO0068.The geoid height was determined by GEOID03.
 BO0068
 BO0068.The dynamic height is computed by dividing the NAVD 88
 BO0068.geopotential number by the normal gravity value computed on the
 BO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0068.degrees latitude (g = 980.6199 gals.).
 BO0068
 BO0068.The modeled gravity was interpolated from observed gravity values.
 BO0068
 BO0068;                    North         East    Units  Estimated Accuracy
 BO0068;SPC TX C     - 3,078,700.      667,130.      MT  (+/- 180 meters Scaled)
 BO0068
 BO0068                          SUPERSEDED SURVEY CONTROL
 BO0068
 BO0068  NGVD 29 (??/??/92)  631.442  (m)         2071.66   (f) ADJ UNCH    2 0
 BO0068
 BO0068.Superseded values are not recommended for survey control.
 BO0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0068.See file dsdata.txt to determine how the superseded data were derived.
 BO0068
 BO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU390616(NAD 83)
 BO0068_MARKER: DB = BENCH MARK DISK
 BO0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0068_STAMPING: 2071.656 Q 218 1934
 BO0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0068+STABILITY: SURFACE MOTION
 BO0068
 BO0068  HISTORY     - Date     Condition        Report By
 BO0068  HISTORY     - 1934     MONUMENTED       CGS
 BO0068  HISTORY     - 1958     MARK NOT FOUND   NGS
 BO0068
 BO0068                          STATION DESCRIPTION
 BO0068
 BO0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0068'15.7 MI S FROM SONORA.
 BO0068'15.7 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM SONORA, 100 FEET SOUTH OF
 BO0068'THE NORTH END OF A LONG S-CURVE, 46 FEET EAST OF THE CENTERLINE OF THE
 BO0068'HIGHWAY, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND IN LINE WITH A
 BO0068'FENCE LEADING EAST.  A STANDARD DISK, STAMPED 2071.656 Q 218 1934 AND
 BO0068'SET IN THE TOP  OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0298 ***********************************************************************
 BN0298  DESIGNATION -  Q 219
 BN0298  PID         -  BN0298
 BN0298  STATE/COUNTY-  TX/KERR
 BN0298  USGS QUAD   -  KERRVILLE (1982)
 BN0298
 BN0298                         *CURRENT SURVEY CONTROL
 BN0298  ___________________________________________________________________
 BN0298* NAD 83(1986)-  30 04 24.     (N)    099 14 41.     (W)     SCALED    
 BN0298* NAVD 88     -       517.029  (meters)    1696.29   (feet)  ADJUSTED  
 BN0298  ___________________________________________________________________
 BN0298  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BN0298  DYNAMIC HT  -         516.293 (meters)    1693.87  (feet)  COMP
 BN0298  MODELED GRAV-     979,202.3   (mgal)                       NAVD 88
 BN0298
 BN0298  VERT ORDER  -  SECOND    CLASS 0
 BN0298
 BN0298.The horizontal coordinates were scaled from a topographic map and have
 BN0298.an estimated accuracy of +/- 6 seconds.
 BN0298
 BN0298.The orthometric height was determined by differential leveling
 BN0298.and adjusted by the National Geodetic Survey in June 1991..
 BN0298
 BN0298.The geoid height was determined by GEOID03.
 BN0298
 BN0298.The dynamic height is computed by dividing the NAVD 88
 BN0298.geopotential number by the normal gravity value computed on the
 BN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0298.degrees latitude (g = 980.6199 gals.).
 BN0298
 BN0298.The modeled gravity was interpolated from observed gravity values.
 BN0298
 BN0298;                    North         East    Units  Estimated Accuracy
 BN0298;SPC TXSC     - 4,248,280.      576,410.      MT  (+/- 180 meters Scaled)
 BN0298
 BN0298                          SUPERSEDED SURVEY CONTROL
 BN0298
 BN0298  NGVD 29 (??/??/92)  516.965  (m)         1696.08   (f) ADJ UNCH    2 0
 BN0298
 BN0298.Superseded values are not recommended for survey control.
 BN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0298.See file dsdata.txt to determine how the superseded data were derived.
 BN0298
 BN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU764269(NAD 83)
 BN0298_MARKER: DB = BENCH MARK DISK
 BN0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0298_SP_SET: CULVERT
 BN0298_STAMPING: Q 219 1934
 BN0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0298+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0298
 BN0298  HISTORY     - Date     Condition        Report By
 BN0298  HISTORY     - 1934     MONUMENTED       CGS
 BN0298  HISTORY     - 1953     GOOD             NGS
 BN0298  HISTORY     - 20040702 GOOD             USPSQD
 BN0298  HISTORY     - 20050718 GOOD             USPSQD
 BN0298
 BN0298                          STATION DESCRIPTION
 BN0298
 BN0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0298'0.5 MI SW FROM INGRAM.
 BN0298'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 BN0298'INGRAM, 276 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 19.5 FEET
 BN0298'EAST OF THE CENTER LINE OF AN OILED ROAD, SET IN THE TOP OF THE CENTER
 BN0298'OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 BN0298
 BN0298                          STATION RECOVERY (2004)
 BN0298
 BN0298'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0298'RECOVERED IN GOOD CONDITION.
 BN0298
 BN0298                          STATION RECOVERY (2005)
 BN0298
 BN0298'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0347 ***********************************************************************
 BN0347  DESIGNATION -  Q 220
 BN0347  PID         -  BN0347
 BN0347  STATE/COUNTY-  TX/KERR
 BN0347  USGS QUAD   -  BONEYARD DRAW (1987)
 BN0347
 BN0347                         *CURRENT SURVEY CONTROL
 BN0347  ___________________________________________________________________
 BN0347* NAD 83(1986)-  30 03 35.     (N)    099 36 07.     (W)     SCALED    
 BN0347* NAVD 88     -       673.227  (meters)    2208.75   (feet)  ADJUSTED  
 BN0347  ___________________________________________________________________
 BN0347  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 BN0347  DYNAMIC HT  -         672.242 (meters)    2205.51  (feet)  COMP
 BN0347  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 BN0347
 BN0347  VERT ORDER  -  SECOND    CLASS 0
 BN0347
 BN0347.The horizontal coordinates were scaled from a topographic map and have
 BN0347.an estimated accuracy of +/- 6 seconds.
 BN0347
 BN0347.The orthometric height was determined by differential leveling
 BN0347.and adjusted by the National Geodetic Survey in June 1991..
 BN0347
 BN0347.The geoid height was determined by GEOID03.
 BN0347
 BN0347.The dynamic height is computed by dividing the NAVD 88
 BN0347.geopotential number by the normal gravity value computed on the
 BN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0347.degrees latitude (g = 980.6199 gals.).
 BN0347
 BN0347.The modeled gravity was interpolated from observed gravity values.
 BN0347
 BN0347;                    North         East    Units  Estimated Accuracy
 BN0347;SPC TXSC     - 4,246,900.      541,960.      MT  (+/- 180 meters Scaled)
 BN0347
 BN0347                          SUPERSEDED SURVEY CONTROL
 BN0347
 BN0347  NGVD 29 (??/??/92)  673.148  (m)         2208.49   (f) ADJ UNCH    2 0
 BN0347
 BN0347.Superseded values are not recommended for survey control.
 BN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0347.See file dsdata.txt to determine how the superseded data were derived.
 BN0347
 BN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU419255(NAD 83)
 BN0347_MARKER: DB = BENCH MARK DISK
 BN0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0347_SP_SET: FENCE LINE
 BN0347_STAMPING: Q 220
 BN0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0347
 BN0347  HISTORY     - Date     Condition        Report By
 BN0347  HISTORY     - UNK      MONUMENTED       CGS
 BN0347  HISTORY     - 1964     GOOD             USGS
 BN0347
 BN0347                          STATION DESCRIPTION
 BN0347
 BN0347'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BN0347'20.1 MI W FROM HUNT.
 BN0347'FROM THE P.O. AT MOUNTAIN HOME, TEXAS 2.3 MI TO THE JUNCTION OF STATE
 BN0347'HIWAY NO. 41 AND NO. 27 PROCEED IN A WESTERLY DIRECTION ALONG HIGHWAY
 BN0347'NO. 41 TO THE JUNCTION OF A T-ROAD SOUTH 14.4 MILES (6 MAIL BOXES ON
 BN0347'N. SIDE OF ROAD) TURN SOUTH ALONG A GRAVEL RANCH ROAD 4.1 MILES
 BN0347'STAYING ON MAIN ROAD TO THE LEINWEBER AND PRIDDY RANCH, WHERE THE
 BN0347'COUNTY ROAD TURNS SOUTH DOWN A LARGE DRAW, PROCEED WESTERLY FOR 1.5 MI
 BN0347'TO THE R.E.L. RANCH PASSING THRU AN ALUMINUM GATE IN THE RANCH YARD,
 BN0347'REQUEST PERMISSION FOLLOW TRACK ROAD FOR 1.4 MI TO A WOODEN GATE AT
 BN0347'THE TOP OF THE HILL, TURN SOUTH FOR 0.1 MI TO B.M.  B.M. IS 62 FT.
 BN0347'WEST OF 4X4 WHITE WOOD POST ON FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0400 ***********************************************************************
 CB0400  DESIGNATION -  Q 221
 CB0400  PID         -  CB0400
 CB0400  STATE/COUNTY-  TX/UPTON
 CB0400  USGS QUAD   -  RANKIN (1970)
 CB0400
 CB0400                         *CURRENT SURVEY CONTROL
 CB0400  ___________________________________________________________________
 CB0400* NAD 83(1986)-  31 12 45.     (N)    101 57 26.     (W)     SCALED    
 CB0400* NAVD 88     -       757.592  (meters)    2485.53   (feet)  ADJUSTED  
 CB0400  ___________________________________________________________________
 CB0400  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CB0400  DYNAMIC HT  -         756.489 (meters)    2481.91  (feet)  COMP
 CB0400  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 CB0400
 CB0400  VERT ORDER  -  FIRST     CLASS II
 CB0400
 CB0400.The horizontal coordinates were scaled from a topographic map and have
 CB0400.an estimated accuracy of +/- 6 seconds.
 CB0400
 CB0400.The orthometric height was determined by differential leveling
 CB0400.and adjusted by the National Geodetic Survey in June 1991..
 CB0400
 CB0400.The geoid height was determined by GEOID03.
 CB0400
 CB0400.The dynamic height is computed by dividing the NAVD 88
 CB0400.geopotential number by the normal gravity value computed on the
 CB0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0400.degrees latitude (g = 980.6199 gals.).
 CB0400
 CB0400.The modeled gravity was interpolated from observed gravity values.
 CB0400
 CB0400;                    North         East    Units  Estimated Accuracy
 CB0400;SPC TX C     - 3,172,490.      545,280.      MT  (+/- 180 meters Scaled)
 CB0400
 CB0400                          SUPERSEDED SURVEY CONTROL
 CB0400
 CB0400  NGVD 29 (??/??/92)  757.285  (m)         2484.53   (f) ADJ UNCH    1 2
 CB0400
 CB0400.Superseded values are not recommended for survey control.
 CB0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0400.See file dsdata.txt to determine how the superseded data were derived.
 CB0400
 CB0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV182569(NAD 83)
 CB0400_MARKER: DB = BENCH MARK DISK
 CB0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0400_SP_SET: CULVERT
 CB0400_STAMPING: Q 221 1934
 CB0400_MARK LOGO: CGS   
 CB0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0400
 CB0400  HISTORY     - Date     Condition        Report By
 CB0400  HISTORY     - 1934     MONUMENTED       CGS
 CB0400  HISTORY     - 1967     GOOD             NGS
 CB0400  HISTORY     - 1981     GOOD             NGS
 CB0400
 CB0400                          STATION DESCRIPTION
 CB0400
 CB0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CB0400'1.3 MI W FROM RANKIN.
 CB0400'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE ATCHISON,
 CB0400'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 15 1/2 FEET
 CB0400'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 CB0400'NORTH END OF THE SOUTH CONCRETE WING WALL OF THE HIGHWAY BRIDGE OVER
 CB0400'RANKIN CREEK, 1 INCH SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST
 CB0400'CONCRETE CURBING ON THE BRIDGE, 132 FEET NORTHWEST OF THE NORTHWEST
 CB0400'RAIL OF THE MAIN TRACK OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CB0400'COMPANY, AND ABOUT 2 INCHES ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--
 CB0400'THERE HAS BEEN A NEW CONCRETE CURBING CONSTRUCTED ON THE BRIDGE AND
 CB0400'THE DISK IS ABOUT 1/3 COVERED.
 CB0400
 CB0400                          STATION RECOVERY (1981)
 CB0400
 CB0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0400'2.1 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0400'STATE HIGHWAY 349 IN RANKIN, IN TOP OF THE NORTHWEST END OF THE
 CB0400'SOUTHWEST WINGWALL OF A CONCRETE HIGHWAY BRIDGE AND 4.9 METERS (16.1
 CB0400'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CB0400'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0154 ***********************************************************************
 CB0154  DESIGNATION -  Q 222
 CB0154  PID         -  CB0154
 CB0154  STATE/COUNTY-  TX/TOM GREEN
 CB0154  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0154
 CB0154                         *CURRENT SURVEY CONTROL
 CB0154  ___________________________________________________________________
 CB0154* NAD 83(1986)-  31 24 27.     (N)    100 28 41.     (W)     SCALED    
 CB0154* NAVD 88     -       581.027  (meters)    1906.25   (feet)  ADJUSTED  
 CB0154  ___________________________________________________________________
 CB0154  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CB0154  DYNAMIC HT  -         580.230 (meters)    1903.64  (feet)  COMP
 CB0154  MODELED GRAV-     979,250.1   (mgal)                       NAVD 88
 CB0154
 CB0154  VERT ORDER  -  SECOND    CLASS 0
 CB0154
 CB0154.The horizontal coordinates were scaled from a topographic map and have
 CB0154.an estimated accuracy of +/- 6 seconds.
 CB0154
 CB0154.The orthometric height was determined by differential leveling
 CB0154.and adjusted by the National Geodetic Survey in June 1991..
 CB0154
 CB0154.The geoid height was determined by GEOID03.
 CB0154
 CB0154.The dynamic height is computed by dividing the NAVD 88
 CB0154.geopotential number by the normal gravity value computed on the
 CB0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0154.degrees latitude (g = 980.6199 gals.).
 CB0154
 CB0154.The modeled gravity was interpolated from observed gravity values.
 CB0154
 CB0154;                    North         East    Units  Estimated Accuracy
 CB0154;SPC TX C     - 3,192,990.      686,240.      MT  (+/- 180 meters Scaled)
 CB0154
 CB0154                          SUPERSEDED SURVEY CONTROL
 CB0154
 CB0154  NGVD 29 (??/??/92)  580.857  (m)         1905.69   (f) ADJ UNCH    2 0
 CB0154
 CB0154.Superseded values are not recommended for survey control.
 CB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0154.See file dsdata.txt to determine how the superseded data were derived.
 CB0154
 CB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV594757(NAD 83)
 CB0154_MARKER: DB = BENCH MARK DISK
 CB0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0154_STAMPING: Q-222 1934
 CB0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0154+STABILITY: SURFACE MOTION
 CB0154
 CB0154  HISTORY     - Date     Condition        Report By
 CB0154  HISTORY     - 1934     MONUMENTED       CGS
 CB0154  HISTORY     - 1940     GOOD             NGS
 CB0154  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0154  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 CB0154
 CB0154                          STATION DESCRIPTION
 CB0154
 CB0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0154'4.0 MI SW FROM SAN ANGELO.
 CB0154'4.0 MILES SW OF AND ALONG THE PANHANDLE AND S. F. R. R. AT THE
 CB0154'CROSSING OF PUBLIC HIGHWAY AND R. R.  45 FT. SE OF CENTER OF
 CB0154'INTERSECTION OF R. R. AND HIGHWAY AND 4 FT. N OF Y FENCE CORNER.
 CB0154
 CB0154                          STATION RECOVERY (1940)
 CB0154
 CB0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0154'RECOVERED IN GOOD CONDITION.
 CB0154
 CB0154                          STATION RECOVERY (1981)
 CB0154
 CB0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0154'THE POST WAS FOUND AND ALL THAT REMAINS IS THE STEM OF THE DISK.
 CB0154
 CB0154                          STATION RECOVERY (2005)
 CB0154
 CB0154'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CB0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0365 ***********************************************************************
 CB0365  DESIGNATION -  Q 223
 CB0365  PID         -  CB0365
 CB0365  STATE/COUNTY-  TX/REAGAN
 CB0365  USGS QUAD   -  BIG LAKE (1971)
 CB0365
 CB0365                         *CURRENT SURVEY CONTROL
 CB0365  ___________________________________________________________________
 CB0365* NAD 83(1986)-  31 09 59.     (N)    101 24 25.     (W)     SCALED    
 CB0365* NAVD 88     -       826.050  (meters)    2710.13   (feet)  POSTED    
 CB0365  ___________________________________________________________________
 CB0365  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CB0365  DYNAMIC HT  -         824.840 (meters)    2706.16  (feet)  COMP
 CB0365  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 CB0365
 CB0365  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CB0365
 CB0365.The horizontal coordinates were scaled from a topographic map and have
 CB0365.an estimated accuracy of +/- 6 seconds.
 CB0365
 CB0365.The orthometric height was determined by differential leveling
 CB0365.and adjusted by the National Geodetic Survey in 1992..
 CB0365.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CB0365.rate of 1.1 thru 2.0 mm/km.
 CB0365
 CB0365.The geoid height was determined by GEOID03.
 CB0365
 CB0365.The dynamic height is computed by dividing the NAVD 88
 CB0365.geopotential number by the normal gravity value computed on the
 CB0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0365.degrees latitude (g = 980.6199 gals.).
 CB0365
 CB0365.The modeled gravity was interpolated from observed gravity values.
 CB0365
 CB0365;                    North         East    Units  Estimated Accuracy
 CB0365;SPC TX C     - 3,166,750.      597,660.      MT  (+/- 180 meters Scaled)
 CB0365
 CB0365                          SUPERSEDED SURVEY CONTROL
 CB0365
 CB0365  NGVD 29 (??/??/92)  825.724  (m)         2709.06   (f) ADJ UNCH    2 0
 CB0365
 CB0365.Superseded values are not recommended for survey control.
 CB0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0365.See file dsdata.txt to determine how the superseded data were derived.
 CB0365
 CB0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV705505(NAD 83)
 CB0365_MARKER: DB = BENCH MARK DISK
 CB0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0365_SP_SET: CULVERT
 CB0365_STAMPING: Q-223 1934
 CB0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0365
 CB0365  HISTORY     - Date     Condition        Report By
 CB0365  HISTORY     - 1934     MONUMENTED       CGS
 CB0365  HISTORY     - 1940     GOOD             NGS
 CB0365
 CB0365                          STATION DESCRIPTION
 CB0365
 CB0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0365'3.8 MI E FROM BIG LAKE.
 CB0365'3.8 MILES E OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.2 MILE E OF MILE
 CB0365'POST 787.  DISK IS SET IN TOP OF CONCRETE WING WALL AT SW CORNER OF
 CB0365'BRIDGE 786.8.
 CB0365
 CB0365                          STATION RECOVERY (1940)
 CB0365
 CB0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0403 ***********************************************************************
 BO0403  DESIGNATION -  Q 224
 BO0403  PID         -  BO0403
 BO0403  STATE/COUNTY-  TX/PECOS
 BO0403  USGS QUAD   -  IRAAN (1967)
 BO0403
 BO0403                         *CURRENT SURVEY CONTROL
 BO0403  ___________________________________________________________________
 BO0403* NAD 83(1986)-  30 55 10.     (N)    101 59 40.     (W)     SCALED    
 BO0403* NAVD 88     -       764.150  (meters)    2507.05   (feet)  ADJUSTED  
 BO0403  ___________________________________________________________________
 BO0403  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BO0403  DYNAMIC HT  -         763.045 (meters)    2503.42  (feet)  COMP
 BO0403  MODELED GRAV-     979,169.2   (mgal)                       NAVD 88
 BO0403
 BO0403  VERT ORDER  -  SECOND    CLASS 0
 BO0403
 BO0403.The horizontal coordinates were scaled from a topographic map and have
 BO0403.an estimated accuracy of +/- 6 seconds.
 BO0403
 BO0403.The orthometric height was determined by differential leveling
 BO0403.and adjusted by the National Geodetic Survey in June 1991..
 BO0403
 BO0403.The geoid height was determined by GEOID03.
 BO0403
 BO0403.The dynamic height is computed by dividing the NAVD 88
 BO0403.geopotential number by the normal gravity value computed on the
 BO0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0403.degrees latitude (g = 980.6199 gals.).
 BO0403
 BO0403.The modeled gravity was interpolated from observed gravity values.
 BO0403
 BO0403;                    North         East    Units  Estimated Accuracy
 BO0403;SPC TX C     - 3,140,060.      541,250.      MT  (+/- 180 meters Scaled)
 BO0403
 BO0403                          SUPERSEDED SURVEY CONTROL
 BO0403
 BO0403  NGVD 29 (??/??/92)  763.899  (m)         2506.23   (f) ADJ UNCH    2 0
 BO0403
 BO0403.Superseded values are not recommended for survey control.
 BO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0403.See file dsdata.txt to determine how the superseded data were derived.
 BO0403
 BO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV138245(NAD 83)
 BO0403_MARKER: DB = BENCH MARK DISK
 BO0403_SETTING: 66 = SET IN ROCK OUTCROP
 BO0403_SP_SET: BEDROCK
 BO0403_STAMPING: Q-224 1934
 BO0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0403+STABILITY: POSITION/ELEVATION WELL
 BO0403
 BO0403  HISTORY     - Date     Condition        Report By
 BO0403  HISTORY     - 1934     MONUMENTED       CGS
 BO0403  HISTORY     - 1946     GOOD             NGS
 BO0403
 BO0403                          STATION DESCRIPTION
 BO0403
 BO0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0403'7.0 MI W FROM IRAAN.
 BO0403'7.0 MILES W OF AND ALONG THE MCCAMEY-IRAAN HWY. 40 FT. S OF CENTER OF
 BO0403'HIGHWAY AT A POINT WHERE HIGHWAY STARTS DOWNHILL.  SW OF SOME OIL
 BO0403'STORAGE TANKS.  DISK IS IN OUTCROP OF BED ROCK AND IS MARKED WITH A
 BO0403'CIRCLE OF ROCKS.
 BO0403
 BO0403                          STATION RECOVERY (1946)
 BO0403
 BO0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 BO0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0135 ***********************************************************************
 FM0135  DESIGNATION -  Q 225
 FM0135  PID         -  FM0135
 FM0135  STATE/COUNTY-  TX/HARTLEY
 FM0135  USGS QUAD   -  HARTLEY SE (1963)
 FM0135
 FM0135                         *CURRENT SURVEY CONTROL
 FM0135  ___________________________________________________________________
 FM0135* NAD 83(1986)-  35 52 00.     (N)    102 17 45.     (W)     SCALED    
 FM0135* NAVD 88     -      1185.654  (meters)    3889.93   (feet)  ADJUSTED  
 FM0135  ___________________________________________________________________
 FM0135  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 FM0135  DYNAMIC HT  -        1184.260 (meters)    3885.36  (feet)  COMP
 FM0135  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 FM0135
 FM0135  VERT ORDER  -  SECOND    CLASS 0
 FM0135
 FM0135.The horizontal coordinates were scaled from a topographic map and have
 FM0135.an estimated accuracy of +/- 6 seconds.
 FM0135
 FM0135.The orthometric height was determined by differential leveling
 FM0135.and adjusted by the National Geodetic Survey in June 1991..
 FM0135
 FM0135.The geoid height was determined by GEOID03.
 FM0135
 FM0135.The dynamic height is computed by dividing the NAVD 88
 FM0135.geopotential number by the normal gravity value computed on the
 FM0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0135.degrees latitude (g = 980.6199 gals.).
 FM0135
 FM0135.The modeled gravity was interpolated from observed gravity values.
 FM0135
 FM0135;                    North         East    Units  Estimated Accuracy
 FM0135;SPC TX N     - 1,207,370.      128,130.      MT  (+/- 180 meters Scaled)
 FM0135
 FM0135                          SUPERSEDED SURVEY CONTROL
 FM0135
 FM0135  NGVD 29 (??/??/92) 1185.083  (m)         3888.06   (f) ADJ UNCH    2 0
 FM0135
 FM0135.Superseded values are not recommended for survey control.
 FM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0135.See file dsdata.txt to determine how the superseded data were derived.
 FM0135
 FM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV441725(NAD 83)
 FM0135_MARKER: DB = BENCH MARK DISK
 FM0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0135_STAMPING: Q 225 1934
 FM0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0135+STABILITY: SURFACE MOTION
 FM0135
 FM0135  HISTORY     - Date     Condition        Report By
 FM0135  HISTORY     - 1934     MONUMENTED       CGS
 FM0135  HISTORY     - 1952     MARK NOT FOUND   NGS
 FM0135
 FM0135                          STATION DESCRIPTION
 FM0135
 FM0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0135'6.1 MI E FROM HARTLEY.
 FM0135'6.1 MILES EAST ALONG U.S. HIGHWAY 87 FROM HARTLEY, HARTLEY COUNTY, 30
 FM0135'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 15 FEET SOUTH OF THE
 FM0135'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 225 1934 AND SET IN
 FM0135'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0507 ***********************************************************************
 FL0507  DESIGNATION -  Q 227
 FL0507  PID         -  FL0507
 FL0507  STATE/COUNTY-  TX/GRAY
 FL0507  USGS QUAD   -  POND CREEK NW (1962)
 FL0507
 FL0507                         *CURRENT SURVEY CONTROL
 FL0507  ___________________________________________________________________
 FL0507* NAD 83(1986)-  35 25 34.     (N)    100 43 59.     (W)     SCALED    
 FL0507* NAVD 88     -       827.386  (meters)    2714.52   (feet)  ADJUSTED  
 FL0507  ___________________________________________________________________
 FL0507  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL0507  DYNAMIC HT  -         826.503 (meters)    2711.62  (feet)  COMP
 FL0507  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 FL0507
 FL0507  VERT ORDER  -  SECOND    CLASS 0
 FL0507
 FL0507.The horizontal coordinates were scaled from a topographic map and have
 FL0507.an estimated accuracy of +/- 6 seconds.
 FL0507
 FL0507.The orthometric height was determined by differential leveling
 FL0507.and adjusted by the National Geodetic Survey in June 1991..
 FL0507
 FL0507.The geoid height was determined by GEOID03.
 FL0507
 FL0507.The dynamic height is computed by dividing the NAVD 88
 FL0507.geopotential number by the normal gravity value computed on the
 FL0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0507.degrees latitude (g = 980.6199 gals.).
 FL0507
 FL0507.The modeled gravity was interpolated from observed gravity values.
 FL0507
 FL0507;                    North         East    Units  Estimated Accuracy
 FL0507;SPC TX N     - 1,158,480.      269,640.      MT  (+/- 180 meters Scaled)
 FL0507
 FL0507                          SUPERSEDED SURVEY CONTROL
 FL0507
 FL0507  NGVD 29 (??/??/92)  827.038  (m)         2713.37   (f) ADJ UNCH    2 0
 FL0507
 FL0507.Superseded values are not recommended for survey control.
 FL0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0507.See file dsdata.txt to determine how the superseded data were derived.
 FL0507
 FL0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE426216(NAD 83)
 FL0507_MARKER: DB = BENCH MARK DISK
 FL0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0507_STAMPING: Q-227 1934
 FL0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0507+STABILITY: SURFACE MOTION
 FL0507
 FL0507  HISTORY     - Date     Condition        Report By
 FL0507  HISTORY     - 1934     MONUMENTED       CGS
 FL0507
 FL0507                          STATION DESCRIPTION
 FL0507
 FL0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0507'4.1 MI SE FROM LEFORS.
 FL0507'4.1 MILES SE OF AND ALONG THE F.W. AND D.R.R.  4 POLES E OF MILE POST
 FL0507'N-314.  SET 50 FT. S OF CENTER OF TRACK IN SE R/W CORNER OF ROAD
 FL0507'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0797 ***********************************************************************
 FL0797  DESIGNATION -  Q 228
 FL0797  PID         -  FL0797
 FL0797  STATE/COUNTY-  TX/CARSON
 FL0797  USGS QUAD   -  PHILLIPS (1978)
 FL0797
 FL0797                         *CURRENT SURVEY CONTROL
 FL0797  ___________________________________________________________________
 FL0797* NAD 83(1986)-  35 38 42.     (N)    101 19 05.     (W)     SCALED    
 FL0797* NAVD 88     -       935.080  (meters)    3067.84   (feet)  ADJUSTED  
 FL0797  ___________________________________________________________________
 FL0797  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 FL0797  DYNAMIC HT  -         934.032 (meters)    3064.40  (feet)  COMP
 FL0797  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 FL0797
 FL0797  VERT ORDER  -  SECOND    CLASS 0
 FL0797
 FL0797.The horizontal coordinates were scaled from a topographic map and have
 FL0797.an estimated accuracy of +/- 6 seconds.
 FL0797
 FL0797.The orthometric height was determined by differential leveling
 FL0797.and adjusted by the National Geodetic Survey in June 1991..
 FL0797
 FL0797.The geoid height was determined by GEOID03.
 FL0797
 FL0797.The dynamic height is computed by dividing the NAVD 88
 FL0797.geopotential number by the normal gravity value computed on the
 FL0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0797.degrees latitude (g = 980.6199 gals.).
 FL0797
 FL0797.The modeled gravity was interpolated from observed gravity values.
 FL0797
 FL0797;                    North         East    Units  Estimated Accuracy
 FL0797;SPC TX N     - 1,182,510.      216,480.      MT  (+/- 180 meters Scaled)
 FL0797
 FL0797                          SUPERSEDED SURVEY CONTROL
 FL0797
 FL0797  NGVD 29 (??/??/92)  934.639  (m)         3066.39   (f) ADJ UNCH    2 0
 FL0797
 FL0797.Superseded values are not recommended for survey control.
 FL0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0797.See file dsdata.txt to determine how the superseded data were derived.
 FL0797
 FL0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE901470(NAD 83)
 FL0797_MARKER: DB = BENCH MARK DISK
 FL0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0797_STAMPING: Q 228 1934
 FL0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0797+STABILITY: SURFACE MOTION
 FL0797
 FL0797  HISTORY     - Date     Condition        Report By
 FL0797  HISTORY     - 1934     MONUMENTED       CGS
 FL0797  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0797
 FL0797                          STATION DESCRIPTION
 FL0797
 FL0797'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0797'4.8 MI E FROM BORGER.
 FL0797'IN CARSON COUNTY, 4.8 MILES EAST ALONG OIL-FIELD HIGHWAY 41 FROM
 FL0797'BORGER, HUTCHINSON COUNTY, 0.2 MILE SOUTHWEST OF AN OIL RIG AND A
 FL0797'SMALL REFINERY, 0.1 MILE WEST OF A NORTH-AND-SOUTH RIDGE, 38 FEET
 FL0797'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF A ROW OF
 FL0797'POLES, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2094 ***********************************************************************
 FL2094  DESIGNATION -  Q 229 RESET
 FL2094  PID         -  FL2094
 FL2094  STATE/COUNTY-  TX/CARSON
 FL2094  USGS QUAD   -  ABELL (1965)
 FL2094
 FL2094                         *CURRENT SURVEY CONTROL
 FL2094  ___________________________________________________________________
 FL2094* NAD 83(1986)-  35 28 38.     (N)    101 23 06.     (W)     SCALED    
 FL2094* NAVD 88     -      1028.87   (meters)    3375.6    (feet)  RESET     
 FL2094  ___________________________________________________________________
 FL2094  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FL2094
 FL2094  VERT ORDER  -  THIRD
 FL2094
 FL2094.The horizontal coordinates were scaled from a topographic map and have
 FL2094.an estimated accuracy of +/- 6 seconds.
 FL2094
 FL2094.The orthometric height was computed from unverified reset data.
 FL2094
 FL2094.The geoid height was determined by GEOID03.
 FL2094
 FL2094;                    North         East    Units  Estimated Accuracy
 FL2094;SPC TX N     - 1,163,880.      210,440.      MT  (+/- 180 meters Scaled)
 FL2094
 FL2094                          SUPERSEDED SURVEY CONTROL
 FL2094
 FL2094  NGVD 29 (01/29/03) 1028.39   (m)         3374.0    (f) RESET       3  
 FL2094
 FL2094.Superseded values are not recommended for survey control.
 FL2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2094.See file dsdata.txt to determine how the superseded data were derived.
 FL2094
 FL2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE836285(NAD 83)
 FL2094_MARKER: DV = VERTICAL CONTROL DISK
 FL2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2094_SP_SET: CONCRETE POST
 FL2094_STAMPING: Q 229 1981
 FL2094_MARK LOGO: NGS   
 FL2094_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2094+STABILITY: SURFACE MOTION
 FL2094
 FL2094  HISTORY     - Date     Condition        Report By
 FL2094  HISTORY     - 1981     MONUMENTED       NGS
 FL2094
 FL2094                          STATION DESCRIPTION
 FL2094
 FL2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FL2094'15.04 KM (9.35 MI) NORTH ALONG THE WEST SIDE OF STATE HIGHWAY 207 FROM
 FL2094'PANHANDLE, 2.88 KM (1.80 MI) SOUTH OF MIDDLE DIXON CREEK BRIDGE,
 FL2094'23.16 M (75.98 FT) SOUTH OF THE CENTER OF A FIELD ROAD, 17.98 M
 FL2094'(58.99 FT) WEST OF THE CENTER LINE OF THE ROAD, 0.37 M (1.21 FT) EAST
 FL2094'OF A FENCE AND 0.34 M (1.12 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0255 ***********************************************************************
 BQ0255  DESIGNATION -  Q 23
 BQ0255  PID         -  BQ0255
 BQ0255  STATE/COUNTY-  TX/CULBERSON
 BQ0255  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0255
 BQ0255                         *CURRENT SURVEY CONTROL
 BQ0255  ___________________________________________________________________
 BQ0255* NAD 83(1986)-  30 47 17.     (N)    104 44 18.     (W)     SCALED    
 BQ0255* NAVD 88     -      1239.553  (meters)    4066.77   (feet)  ADJUSTED  
 BQ0255  ___________________________________________________________________
 BQ0255  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BQ0255  DYNAMIC HT  -        1237.572 (meters)    4060.27  (feet)  COMP
 BQ0255  MODELED GRAV-     978,999.8   (mgal)                       NAVD 88
 BQ0255
 BQ0255  VERT ORDER  -  FIRST     CLASS II
 BQ0255
 BQ0255.The horizontal coordinates were scaled from a topographic map and have
 BQ0255.an estimated accuracy of +/- 6 seconds.
 BQ0255
 BQ0255.The orthometric height was determined by differential leveling
 BQ0255.and adjusted by the National Geodetic Survey in June 1991..
 BQ0255
 BQ0255.The geoid height was determined by GEOID03.
 BQ0255
 BQ0255.The dynamic height is computed by dividing the NAVD 88
 BQ0255.geopotential number by the normal gravity value computed on the
 BQ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0255.degrees latitude (g = 980.6199 gals.).
 BQ0255
 BQ0255.The modeled gravity was interpolated from observed gravity values.
 BQ0255
 BQ0255;                    North         East    Units  Estimated Accuracy
 BQ0255;SPC TX C     - 3,132,660.      278,530.      MT  (+/- 180 meters Scaled)
 BQ0255
 BQ0255                          SUPERSEDED SURVEY CONTROL
 BQ0255
 BQ0255  NGVD 29 (??/??/92) 1239.023  (m)         4065.03   (f) ADJ UNCH    1 2
 BQ0255
 BQ0255.Superseded values are not recommended for survey control.
 BQ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0255.See file dsdata.txt to determine how the superseded data were derived.
 BQ0255
 BQ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ250061(NAD 83)
 BQ0255_MARKER: DB = BENCH MARK DISK
 BQ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0255_STAMPING: Q 23 1917 ELEV. 4065.189 FT.
 BQ0255_MARK LOGO: CGS   
 BQ0255_PROJECTION: PROJECTING 20 CENTIMETERS
 BQ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0255+STABILITY: SURFACE MOTION
 BQ0255
 BQ0255  HISTORY     - Date     Condition        Report By
 BQ0255  HISTORY     - 1917     MONUMENTED       CGS
 BQ0255  HISTORY     - 1957     GOOD             NGS
 BQ0255  HISTORY     - 1981     GOOD             NGS
 BQ0255
 BQ0255                          STATION DESCRIPTION
 BQ0255
 BQ0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0255'7.6 MI SE FROM LOBO.
 BQ0255'ABOUT 7.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0255'FROM THE COUNTY ROAD CROSSING AT LOBO, 36 FEET SOUTH OF MILEPOST 688,
 BQ0255'46 1/2 FEET WEST-SOUTHWEST OF THE NEAR RAIL, 1 1/2 FEET NORTH OF A
 BQ0255'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 BQ0255'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BQ0255
 BQ0255                          STATION RECOVERY (1981)
 BQ0255
 BQ0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0255'29.5 KM (18.3 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0255'JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 1.1 KM (0.7 MI)
 BQ0255'SOUTHEAST OF THE JUNCTION OF FARM ROAD 1523 LEADING WEST, 73.2 METERS
 BQ0255'(240.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.2
 BQ0255'METERS (46.5 FT) WEST-SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 BQ0255'PACIFIC RAILROAD, 11.0 METERS (36.0 FT) SOUTH-SOUTHEAST OF RAILROAD
 BQ0255'MILE POST 688, AND 0.6 METER (2.0 FT) NORTH-NORTHWEST OF A 4X4 INCH
 BQ0255'WOODEN WITNESS POST.
 BQ0255'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 BQ0255'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0497 ***********************************************************************
 FL0497  DESIGNATION -  Q 230
 FL0497  PID         -  FL0497
 FL0497  STATE/COUNTY-  TX/GRAY
 FL0497  USGS QUAD   -  JERICHO (1964)
 FL0497
 FL0497                         *CURRENT SURVEY CONTROL
 FL0497  ___________________________________________________________________
 FL0497* NAD 83(1986)-  35 14 24.     (N)    100 58 25.     (W)     SCALED    
 FL0497* NAVD 88     -       979.268  (meters)    3212.82   (feet)  ADJUSTED  
 FL0497  ___________________________________________________________________
 FL0497  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL0497  DYNAMIC HT  -         978.154 (meters)    3209.16  (feet)  COMP
 FL0497  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 FL0497
 FL0497  VERT ORDER  -  SECOND    CLASS 0
 FL0497
 FL0497.The horizontal coordinates were scaled from a topographic map and have
 FL0497.an estimated accuracy of +/- 6 seconds.
 FL0497
 FL0497.The orthometric height was determined by differential leveling
 FL0497.and adjusted by the National Geodetic Survey in June 1991..
 FL0497
 FL0497.The geoid height was determined by GEOID03.
 FL0497
 FL0497.The dynamic height is computed by dividing the NAVD 88
 FL0497.geopotential number by the normal gravity value computed on the
 FL0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0497.degrees latitude (g = 980.6199 gals.).
 FL0497
 FL0497.The modeled gravity was interpolated from observed gravity values.
 FL0497
 FL0497;                    North         East    Units  Estimated Accuracy
 FL0497;SPC TX N     - 1,137,690.      247,910.      MT  (+/- 180 meters Scaled)
 FL0497
 FL0497                          SUPERSEDED SURVEY CONTROL
 FL0497
 FL0497  NGVD 29 (??/??/92)  978.841  (m)         3211.41   (f) ADJ UNCH    2 0
 FL0497
 FL0497.Superseded values are not recommended for survey control.
 FL0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0497.See file dsdata.txt to determine how the superseded data were derived.
 FL0497
 FL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE204014(NAD 83)
 FL0497_MARKER: DB = BENCH MARK DISK
 FL0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0497_STAMPING: Q-230 1934
 FL0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0497+STABILITY: SURFACE MOTION
 FL0497
 FL0497  HISTORY     - Date     Condition        Report By
 FL0497  HISTORY     - 1934     MONUMENTED       CGS
 FL0497  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0497
 FL0497                          STATION DESCRIPTION
 FL0497
 FL0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0497'7.8 MI NW FROM JERICHO.
 FL0497'7.8 MILES NW OF AND ALONG STATE HWY NO. 88.  MARK IS AT CORNER OF A
 FL0497'JOG IN ROAD.  2 FT. N OF SECTION FENCE.  24 FT. W OF T FENCE AND 100
 FL0497'YARDS SE OF CENTER OF A JOG.
 FL0497
 FL0497                          STATION RECOVERY (1966)
 FL0497
 FL0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0743 ***********************************************************************
 DN0743  DESIGNATION -  Q 231
 DN0743  PID         -  DN0743
 DN0743  STATE/COUNTY-  TX/MONTAGUE
 DN0743  USGS QUAD   -  SMYRNA (1978)
 DN0743
 DN0743                         *CURRENT SURVEY CONTROL
 DN0743  ___________________________________________________________________
 DN0743* NAD 83(1986)-  33 25 16.     (N)    097 44 49.     (W)     SCALED    
 DN0743* NAVD 88     -       284.246  (meters)     932.56   (feet)  ADJUSTED  
 DN0743  ___________________________________________________________________
 DN0743  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DN0743  DYNAMIC HT  -         283.931 (meters)     931.53  (feet)  COMP
 DN0743  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 DN0743
 DN0743  VERT ORDER  -  FIRST     CLASS II
 DN0743
 DN0743.The horizontal coordinates were scaled from a topographic map and have
 DN0743.an estimated accuracy of +/- 6 seconds.
 DN0743
 DN0743.The orthometric height was determined by differential leveling
 DN0743.and adjusted by the National Geodetic Survey in June 1991..
 DN0743
 DN0743.The geoid height was determined by GEOID03.
 DN0743
 DN0743.The dynamic height is computed by dividing the NAVD 88
 DN0743.geopotential number by the normal gravity value computed on the
 DN0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0743.degrees latitude (g = 980.6199 gals.).
 DN0743
 DN0743.The modeled gravity was interpolated from observed gravity values.
 DN0743
 DN0743;                    North         East    Units  Estimated Accuracy
 DN0743;SPC TXNC     - 2,194,800.      670,030.      MT  (+/- 180 meters Scaled)
 DN0743
 DN0743                          SUPERSEDED SURVEY CONTROL
 DN0743
 DN0743  NGVD 29 (??/??/92)  284.158  (m)          932.27   (f) ADJ UNCH    1 2
 DN0743
 DN0743.Superseded values are not recommended for survey control.
 DN0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0743.See file dsdata.txt to determine how the superseded data were derived.
 DN0743
 DN0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB165986(NAD 83)
 DN0743_MARKER: DB = BENCH MARK DISK
 DN0743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0743_SP_SET: ABUTMENT
 DN0743_STAMPING: Q 231 1952
 DN0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0743
 DN0743  HISTORY     - Date     Condition        Report By
 DN0743  HISTORY     - 1952     MONUMENTED       CGS
 DN0743  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0743
 DN0743                          STATION DESCRIPTION
 DN0743
 DN0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0743'2.6 MI SE FROM SUNSET.
 DN0743'IN WISE COUNTY, 2.6 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER
 DN0743'RAILWAY FROM THE STATION AT SUNSET, MONTAGUE COUNTY, AT MILEPOST 57 AT
 DN0743'BRIDGE NO. 56-99, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 DN0743'ABUTMENT, 5 FEET NORTHEAST OF THEN NORTHEAST RAIL, AND ABOUT 1 FOOT
 DN0743'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED Q 231 1952.
 DN0743
 DN0743                          STATION RECOVERY (1984)
 DN0743
 DN0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0743'THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1043 ***********************************************************************
 CS1043  DESIGNATION -  Q 232
 CS1043  PID         -  CS1043
 CS1043  STATE/COUNTY-  TX/DALLAS
 CS1043  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1043
 CS1043                         *CURRENT SURVEY CONTROL
 CS1043  ___________________________________________________________________
 CS1043* NAD 83(1986)-  32 50 43.     (N)    096 42 41.     (W)     SCALED    
 CS1043* NAVD 88     -       160.247  (meters)     525.74   (feet)  ADJUSTED  
 CS1043  ___________________________________________________________________
 CS1043  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CS1043  DYNAMIC HT  -         160.067 (meters)     525.15  (feet)  COMP
 CS1043  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 CS1043
 CS1043  VERT ORDER  -  SECOND    CLASS 0
 CS1043
 CS1043.The horizontal coordinates were scaled from a topographic map and have
 CS1043.an estimated accuracy of +/- 6 seconds.
 CS1043
 CS1043.The orthometric height was determined by differential leveling
 CS1043.and adjusted by the National Geodetic Survey in June 1991..
 CS1043
 CS1043.The geoid height was determined by GEOID03.
 CS1043
 CS1043.The dynamic height is computed by dividing the NAVD 88
 CS1043.geopotential number by the normal gravity value computed on the
 CS1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1043.degrees latitude (g = 980.6199 gals.).
 CS1043
 CS1043.The modeled gravity was interpolated from observed gravity values.
 CS1043
 CS1043;                    North         East    Units  Estimated Accuracy
 CS1043;SPC TXNC     - 2,132,120.      767,410.      MT  (+/- 180 meters Scaled)
 CS1043
 CS1043                          SUPERSEDED SURVEY CONTROL
 CS1043
 CS1043  NGVD 29 (??/??/92)  160.255  (m)          525.77   (f) ADJ UNCH    2 0
 CS1043
 CS1043.Superseded values are not recommended for survey control.
 CS1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1043.See file dsdata.txt to determine how the superseded data were derived.
 CS1043
 CS1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB141364(NAD 83)
 CS1043_MARKER: DB = BENCH MARK DISK
 CS1043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1043_SP_SET: BUILDING
 CS1043_STAMPING: Q 232 1952
 CS1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1043
 CS1043  HISTORY     - Date     Condition        Report By
 CS1043  HISTORY     - 1952     MONUMENTED       CGS
 CS1043  HISTORY     - 1958     GOOD             NGS
 CS1043  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1043
 CS1043                          STATION DESCRIPTION
 CS1043
 CS1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1043'1.0 MI NW FROM DALLAS.
 CS1043'1.0 MILE NORTHWEST ALONG BUCKNER BOULEVARD FROM ITS INTERSECTION WITH
 CS1043'GARLAND ROAD AT DALLAS, AT A TEXACO SERVICE STATION WHICH IS OWNED AND
 CS1043'OPERATED BY JOE LANS, SET VERTICALLY IN THE SOUTHWEST BRICK WALL OF
 CS1043'THE BUILDING, 3 FEET ABOVE THE GROUND, BETWEEN THE TWO GREASE RACK
 CS1043'DOORS.
 CS1043
 CS1043                          STATION RECOVERY (1958)
 CS1043
 CS1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1043'RECOVERED IN GOOD CONDITION.
 CS1043
 CS1043                          STATION RECOVERY (1984)
 CS1043
 CS1043'RECOVERY NOTE BY US POWER SQUADRON 1984
 CS1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0528 ***********************************************************************
 DN0528  DESIGNATION -  Q 233
 DN0528  PID         -  DN0528
 DN0528  STATE/COUNTY-  TX/GRAYSON
 DN0528  USGS QUAD   -  DENISON DAM (1973)
 DN0528
 DN0528                         *CURRENT SURVEY CONTROL
 DN0528  ___________________________________________________________________
 DN0528* NAD 83(1986)-  33 45 02.     (N)    096 30 05.     (W)     SCALED    
 DN0528* NAVD 88     -       214.613  (meters)     704.11   (feet)  ADJUSTED  
 DN0528  ___________________________________________________________________
 DN0528  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DN0528  DYNAMIC HT  -         214.384 (meters)     703.36  (feet)  COMP
 DN0528  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 DN0528
 DN0528  VERT ORDER  -  SECOND    CLASS 0
 DN0528
 DN0528.The horizontal coordinates were scaled from a topographic map and have
 DN0528.an estimated accuracy of +/- 6 seconds.
 DN0528
 DN0528.The orthometric height was determined by differential leveling
 DN0528.and adjusted by the National Geodetic Survey in June 1991..
 DN0528
 DN0528.The geoid height was determined by GEOID03.
 DN0528
 DN0528.The dynamic height is computed by dividing the NAVD 88
 DN0528.geopotential number by the normal gravity value computed on the
 DN0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0528.degrees latitude (g = 980.6199 gals.).
 DN0528
 DN0528.The modeled gravity was interpolated from observed gravity values.
 DN0528
 DN0528;                    North         East    Units  Estimated Accuracy
 DN0528;SPC TXNC     - 2,232,850.      785,160.      MT  (+/- 180 meters Scaled)
 DN0528
 DN0528                          SUPERSEDED SURVEY CONTROL
 DN0528
 DN0528  NGVD 29 (??/??/92)  214.587  (m)          704.02   (f) ADJ UNCH    2 0
 DN0528
 DN0528.Superseded values are not recommended for survey control.
 DN0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0528.See file dsdata.txt to determine how the superseded data were derived.
 DN0528
 DN0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC314373(NAD 83)
 DN0528_MARKER: DB = BENCH MARK DISK
 DN0528_SETTING: 80 = SET IN A BOULDER
 DN0528_SP_SET: BOULDER
 DN0528_STAMPING: Q 233 1952
 DN0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0528+STABILITY: SURFACE MOTION
 DN0528
 DN0528  HISTORY     - Date     Condition        Report By
 DN0528  HISTORY     - 1952     MONUMENTED       CGS
 DN0528
 DN0528                          STATION DESCRIPTION
 DN0528
 DN0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0528'2.15 MI E FROM DENISON.
 DN0528'1.45 MILES EAST ALONG FARM ROAD 120 FROM THE UNION STATION AT DENISON,
 DN0528'THENCE 0.5 MILE SOUTHEAST ALONG AN OILED ROAD, THENCE 0.2 MILE EAST TO
 DN0528'THE HANGARS AT THE GRAY AIRPORT, 128 FEET EAST OF THE CENTER OF THE
 DN0528'WEST HANGAR, 88.3 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE EAST
 DN0528'MAIN HANGAR, SET IN THE TOP OF THE EAST END OF A 4X6 FOOT LIMESTONE
 DN0528'BOULDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0426 ***********************************************************************
 FM0426  DESIGNATION -  Q 234
 FM0426  PID         -  FM0426
 FM0426  STATE/COUNTY-  TX/HARTLEY
 FM0426  USGS QUAD   -  KING (1973)
 FM0426
 FM0426                         *CURRENT SURVEY CONTROL
 FM0426  ___________________________________________________________________
 FM0426* NAD 83(1986)-  35 53 00.     (N)    102 44 43.     (W)     SCALED    
 FM0426* NAVD 88     -      1229.006  (meters)    4032.16   (feet)  ADJUSTED  
 FM0426  ___________________________________________________________________
 FM0426  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 FM0426  DYNAMIC HT  -        1227.553 (meters)    4027.40  (feet)  COMP
 FM0426  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 FM0426
 FM0426  VERT ORDER  -  FIRST     CLASS II
 FM0426
 FM0426.The horizontal coordinates were scaled from a topographic map and have
 FM0426.an estimated accuracy of +/- 6 seconds.
 FM0426
 FM0426.The orthometric height was determined by differential leveling
 FM0426.and adjusted by the National Geodetic Survey in June 1991..
 FM0426
 FM0426.The geoid height was determined by GEOID03.
 FM0426
 FM0426.The dynamic height is computed by dividing the NAVD 88
 FM0426.geopotential number by the normal gravity value computed on the
 FM0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0426.degrees latitude (g = 980.6199 gals.).
 FM0426
 FM0426.The modeled gravity was interpolated from observed gravity values.
 FM0426
 FM0426;                    North         East    Units  Estimated Accuracy
 FM0426;SPC TX N     - 1,209,640.       87,570.      MT  (+/- 180 meters Scaled)
 FM0426
 FM0426                          SUPERSEDED SURVEY CONTROL
 FM0426
 FM0426  NGVD 29 (??/??/92) 1228.449  (m)         4030.34   (f) ADJ UNCH    1 2
 FM0426
 FM0426.Superseded values are not recommended for survey control.
 FM0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0426.See file dsdata.txt to determine how the superseded data were derived.
 FM0426
 FM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV035733(NAD 83)
 FM0426_MARKER: DB = BENCH MARK DISK
 FM0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0426_STAMPING: Q-234 1933
 FM0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0426+STABILITY: SURFACE MOTION
 FM0426
 FM0426  HISTORY     - Date     Condition        Report By
 FM0426  HISTORY     - 1933     MONUMENTED       CGS
 FM0426  HISTORY     - 1973     MARK NOT FOUND   USGS
 FM0426
 FM0426                          STATION DESCRIPTION
 FM0426
 FM0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0426'3.4 MI NE FROM MIDDLEWATER.
 FM0426'3.4 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. AT
 FM0426'MILE POLE NO. 563.  SET IN POST, 90 FEET SOUTH EAST OF THE CENTERLINE
 FM0426'OF THE TRACKS AND 2 FEET NORTH WEST OF THE RIGHT-OF-WAY FENCE. NOTE--
 FM0426'RIGHT OF WAY FENCE IS GONE.
 FM0426
 FM0426                          STATION RECOVERY (1973)
 FM0426
 FM0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0008 ***********************************************************************
 FM0008  DESIGNATION -  Q 235
 FM0008  PID         -  FM0008
 FM0008  STATE/COUNTY-  TX/HARTLEY
 FM0008  USGS QUAD   -  HARTLEY SW (1972)
 FM0008
 FM0008                         *CURRENT SURVEY CONTROL
 FM0008  ___________________________________________________________________
 FM0008* NAD 83(1986)-  35 52 01.     (N)    102 23 12.     (W)     SCALED    
 FM0008* NAVD 88     -      1197.507  (meters)    3928.82   (feet)  ADJUSTED  
 FM0008  ___________________________________________________________________
 FM0008  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 FM0008  DYNAMIC HT  -        1196.099 (meters)    3924.20  (feet)  COMP
 FM0008  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 FM0008
 FM0008  VERT ORDER  -  FIRST     CLASS II
 FM0008
 FM0008.The horizontal coordinates were scaled from a topographic map and have
 FM0008.an estimated accuracy of +/- 6 seconds.
 FM0008
 FM0008.The orthometric height was determined by differential leveling
 FM0008.and adjusted by the National Geodetic Survey in June 1991..
 FM0008.WARNING-Repeat measurements at this control monument indicate possible
 FM0008.vertical movement.
 FM0008
 FM0008.The geoid height was determined by GEOID03.
 FM0008
 FM0008.The dynamic height is computed by dividing the NAVD 88
 FM0008.geopotential number by the normal gravity value computed on the
 FM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0008.degrees latitude (g = 980.6199 gals.).
 FM0008
 FM0008.The modeled gravity was interpolated from observed gravity values.
 FM0008
 FM0008;                    North         East    Units  Estimated Accuracy
 FM0008;SPC TX N     - 1,207,480.      119,930.      MT  (+/- 180 meters Scaled)
 FM0008
 FM0008                          SUPERSEDED SURVEY CONTROL
 FM0008
 FM0008  NGVD 29 (??/??/92) 1196.951  (m)         3927.00   (f) ADJ UNCH    1 2
 FM0008
 FM0008.Superseded values are not recommended for survey control.
 FM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0008.See file dsdata.txt to determine how the superseded data were derived.
 FM0008
 FM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV359723(NAD 83)
 FM0008_MARKER: DB = BENCH MARK DISK
 FM0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0008_STAMPING: Q-235 1933
 FM0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0008+STABILITY: SURFACE MOTION
 FM0008
 FM0008  HISTORY     - Date     Condition        Report By
 FM0008  HISTORY     - 1933     MONUMENTED       CGS
 FM0008  HISTORY     - 1972     MARK NOT FOUND   USGS
 FM0008  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0008
 FM0008                          STATION DESCRIPTION
 FM0008
 FM0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0008'1.7 MI SE FROM HARTLEY.
 FM0008'1.7 MILES SOUTH EAST OF THE DEPOT ALONG THE FORT WORTH AND DENVER CITY
 FM0008'RAILROAD.  15 POLES SOUTH EAST OF MILE POLE NO. 402.  SET IN POST, 36
 FM0008'FEET SOUTH WEST OF THE CENTERLINE OF THE TRACKS AND 6 FEET SOUTH EAST
 FM0008'OF THE POLE.
 FM0008
 FM0008                          STATION RECOVERY (1972)
 FM0008
 FM0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FM0008'MARK NOT FOUND.
 FM0008
 FM0008                          STATION RECOVERY (1985)
 FM0008
 FM0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0008'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0233 ***********************************************************************
 FM0233  DESIGNATION -  Q 236
 FM0233  PID         -  FM0233
 FM0233  STATE/COUNTY-  TX/POTTER
 FM0233  USGS QUAD   -  BODEN (1966)
 FM0233
 FM0233                         *CURRENT SURVEY CONTROL
 FM0233  ___________________________________________________________________
 FM0233* NAD 83(1986)-  35 28 12.     (N)    102 07 00.     (W)     SCALED    
 FM0233* NAVD 88     -       964.953  (meters)    3165.85   (feet)  ADJUSTED  
 FM0233  ___________________________________________________________________
 FM0233  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FM0233  DYNAMIC HT  -         963.830 (meters)    3162.17  (feet)  COMP
 FM0233  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 FM0233
 FM0233  VERT ORDER  -  FIRST     CLASS II
 FM0233
 FM0233.The horizontal coordinates were scaled from a topographic map and have
 FM0233.an estimated accuracy of +/- 6 seconds.
 FM0233
 FM0233.The orthometric height was determined by differential leveling
 FM0233.and adjusted by the National Geodetic Survey in June 1991..
 FM0233
 FM0233.The geoid height was determined by GEOID03.
 FM0233
 FM0233.The dynamic height is computed by dividing the NAVD 88
 FM0233.geopotential number by the normal gravity value computed on the
 FM0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0233.degrees latitude (g = 980.6199 gals.).
 FM0233
 FM0233.The modeled gravity was interpolated from observed gravity values.
 FM0233
 FM0233;                    North         East    Units  Estimated Accuracy
 FM0233;SPC TX N     - 1,163,250.      144,040.      MT  (+/- 180 meters Scaled)
 FM0233
 FM0233                          SUPERSEDED SURVEY CONTROL
 FM0233
 FM0233  NGVD 29 (??/??/92)  964.502  (m)         3164.37   (f) ADJ UNCH    1 2
 FM0233
 FM0233.Superseded values are not recommended for survey control.
 FM0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0233.See file dsdata.txt to determine how the superseded data were derived.
 FM0233
 FM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV616289(NAD 83)
 FM0233_MARKER: DB = BENCH MARK DISK
 FM0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0233_SP_SET: ABUTMENT
 FM0233_STAMPING: Q-236 1933
 FM0233_MARK LOGO: CGS   
 FM0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0233
 FM0233  HISTORY     - Date     Condition        Report By
 FM0233  HISTORY     - 1933     MONUMENTED       CGS
 FM0233  HISTORY     - 1944     GOOD             NGS
 FM0233  HISTORY     - 1985     GOOD             NGS
 FM0233
 FM0233                          STATION DESCRIPTION
 FM0233
 FM0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0233'5.9 MI NW FROM BODEN.
 FM0233'5.9 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0233'CITY RAILROAD.  AT 35 FOOT CONCRETE DECK BRIDGE NO. 363-73.  11 POLES
 FM0233'SOUTH EAST OF MILE POLE NO. 364.  SET IN NORTH EAST END OF THE NORTH
 FM0233'WEST ABUTMENT, 10 FEET NORTH EAST OF THE CENTERLINE OF THE TRACKS.
 FM0233
 FM0233                          STATION RECOVERY (1944)
 FM0233
 FM0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 FM0233'RECOVERED IN GOOD CONDITION.
 FM0233
 FM0233                          STATION RECOVERY (1985)
 FM0233
 FM0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0233'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  39.4 KM
 FM0233'(24.45 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION WITH
 FM0233'U.S. HIGHWAY 66 IN AMARILLO.  ADD=150.M (492.1 FT) NORTHEAST OF THE
 FM0233'CENTERLINE OF THE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0027 ***********************************************************************
 GL0027  DESIGNATION -  Q 237
 GL0027  PID         -  GL0027
 GL0027  STATE/COUNTY-  TX/DALLAM
 GL0027  USGS QUAD   -  WILCO NE (1965)
 GL0027
 GL0027                         *CURRENT SURVEY CONTROL
 GL0027  ___________________________________________________________________
 GL0027* NAD 83(1986)-  36 09 33.     (N)    102 22 00.     (W)     SCALED    
 GL0027* NAVD 88     -      1199.302  (meters)    3934.71   (feet)  ADJUSTED  
 GL0027  ___________________________________________________________________
 GL0027  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 GL0027  DYNAMIC HT  -        1197.929 (meters)    3930.21  (feet)  COMP
 GL0027  MODELED GRAV-     979,446.9   (mgal)                       NAVD 88
 GL0027
 GL0027  VERT ORDER  -  FIRST     CLASS II
 GL0027
 GL0027.The horizontal coordinates were scaled from a topographic map and have
 GL0027.an estimated accuracy of +/- 6 seconds.
 GL0027
 GL0027.The orthometric height was determined by differential leveling
 GL0027.and adjusted by the National Geodetic Survey in June 1991..
 GL0027.WARNING-Repeat measurements at this control monument indicate possible
 GL0027.vertical movement.
 GL0027
 GL0027.The geoid height was determined by GEOID03.
 GL0027
 GL0027.The dynamic height is computed by dividing the NAVD 88
 GL0027.geopotential number by the normal gravity value computed on the
 GL0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0027.degrees latitude (g = 980.6199 gals.).
 GL0027
 GL0027.The modeled gravity was interpolated from observed gravity values.
 GL0027
 GL0027;                    North         East    Units  Estimated Accuracy
 GL0027;SPC TX N     - 1,239,880.      122,020.      MT  (+/- 180 meters Scaled)
 GL0027
 GL0027                          SUPERSEDED SURVEY CONTROL
 GL0027
 GL0027.No superseded survey control is available for this station.
 GL0027
 GL0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA368048(NAD 83)
 GL0027_MARKER: DB = BENCH MARK DISK
 GL0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0027_STAMPING: Q-237, 1933
 GL0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0027+STABILITY: SURFACE MOTION
 GL0027
 GL0027  HISTORY     - Date     Condition        Report By
 GL0027  HISTORY     - 1933     MONUMENTED       CGS
 GL0027  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0027
 GL0027                          STATION DESCRIPTION
 GL0027
 GL0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0027'8.7 MI SW FROM CONLEN.
 GL0027'8.7 MILES SOUTH WEST OF CONLEN DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0027'AT ROAD CROSSING, 27 POLES SOUTH WEST OF MILE POLE NO. 534.  SET IN
 GL0027'POST, 48 FEET NORTH WEST OF THE CENTERLINE OF THE TRACKS AND 5 FEET
 GL0027'SOUTH WEST OF POLE.
 GL0027
 GL0027                          STATION RECOVERY (1965)
 GL0027
 GL0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0432 ***********************************************************************
 GK0432  DESIGNATION -  Q 238
 GK0432  PID         -  GK0432
 GK0432  STATE/COUNTY-  TX/SHERMAN
 GK0432  USGS QUAD   -  TEXHOMA SOUTH (1974)
 GK0432
 GK0432                         *CURRENT SURVEY CONTROL
 GK0432  ___________________________________________________________________
 GK0432* NAD 83(1986)-  36 27 49.     (N)    101 50 58.     (W)     SCALED    
 GK0432* NAVD 88     -      1054.351  (meters)    3459.15   (feet)  ADJUSTED  
 GK0432  ___________________________________________________________________
 GK0432  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 GK0432  DYNAMIC HT  -        1053.211 (meters)    3455.41  (feet)  COMP
 GK0432  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 GK0432
 GK0432  VERT ORDER  -  FIRST     CLASS II
 GK0432
 GK0432.The horizontal coordinates were scaled from a topographic map and have
 GK0432.an estimated accuracy of +/- 6 seconds.
 GK0432
 GK0432.The orthometric height was determined by differential leveling
 GK0432.and adjusted by the National Geodetic Survey in June 1991..
 GK0432
 GK0432.The geoid height was determined by GEOID03.
 GK0432
 GK0432.The dynamic height is computed by dividing the NAVD 88
 GK0432.geopotential number by the normal gravity value computed on the
 GK0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0432.degrees latitude (g = 980.6199 gals.).
 GK0432
 GK0432.The modeled gravity was interpolated from observed gravity values.
 GK0432
 GK0432;                    North         East    Units  Estimated Accuracy
 GK0432;SPC TX N     - 1,273,380.      168,680.      MT  (+/- 180 meters Scaled)
 GK0432
 GK0432                          SUPERSEDED SURVEY CONTROL
 GK0432
 GK0432  NGVD 29 (??/??/92) 1053.864  (m)         3457.55   (f) ADJ UNCH    1 2
 GK0432
 GK0432.Superseded values are not recommended for survey control.
 GK0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0432.See file dsdata.txt to determine how the superseded data were derived.
 GK0432
 GK0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF446391(NAD 83)
 GK0432_MARKER: DB = BENCH MARK DISK
 GK0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0432_STAMPING: Q-238 1933
 GK0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0432+STABILITY: SURFACE MOTION
 GK0432
 GK0432  HISTORY     - Date     Condition        Report By
 GK0432  HISTORY     - 1933     MONUMENTED       CGS
 GK0432
 GK0432                          STATION DESCRIPTION
 GK0432
 GK0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0432'15.1 MI NE FROM STRAFORD.
 GK0432'15.1 MILES NORTH EAST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GK0432'RAILROAD.  5 POLES SOUTH WEST OF MILE POLE NO. 499.  25 FEET SOUTH
 GK0432'WEST OF HANDCAR SET-OFF, 3 POLES NORTH EAST OF WOODEN BRIDGE NO
 GK0432'4992.98 FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS AND 2 FEET
 GK0432'NORTH WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0936 ***********************************************************************
 BZ0936  DESIGNATION -  Q 239
 BZ0936  PID         -  BZ0936
 BZ0936  STATE/COUNTY-  TX/BELL
 BZ0936  USGS QUAD   -  POST OAK MOUNTAIN (1994)
 BZ0936
 BZ0936                         *CURRENT SURVEY CONTROL
 BZ0936  ___________________________________________________________________
 BZ0936* NAD 83(1986)-  31 08 34.     (N)    097 43 07.     (W)     SCALED    
 BZ0936* NAVD 88     -       279.417  (meters)     916.72   (feet)  ADJUSTED  
 BZ0936  ___________________________________________________________________
 BZ0936  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ0936  DYNAMIC HT  -         279.044 (meters)     915.50  (feet)  COMP
 BZ0936  MODELED GRAV-     979,298.2   (mgal)                       NAVD 88
 BZ0936
 BZ0936  VERT ORDER  -  FIRST     CLASS II
 BZ0936
 BZ0936.The horizontal coordinates were scaled from a topographic map and have
 BZ0936.an estimated accuracy of +/- 6 seconds.
 BZ0936
 BZ0936.The orthometric height was determined by differential leveling
 BZ0936.and adjusted by the National Geodetic Survey in June 1991..
 BZ0936
 BZ0936.The geoid height was determined by GEOID03.
 BZ0936
 BZ0936.The dynamic height is computed by dividing the NAVD 88
 BZ0936.geopotential number by the normal gravity value computed on the
 BZ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0936.degrees latitude (g = 980.6199 gals.).
 BZ0936
 BZ0936.The modeled gravity was interpolated from observed gravity values.
 BZ0936
 BZ0936;                    North         East    Units  Estimated Accuracy
 BZ0936;SPC TX C     - 3,166,570.      949,290.      MT  (+/- 180 meters Scaled)
 BZ0936
 BZ0936                          SUPERSEDED SURVEY CONTROL
 BZ0936
 BZ0936  NGVD 29 (??/??/92)  279.335  (m)          916.45   (f) ADJ UNCH    1 2
 BZ0936
 BZ0936.Superseded values are not recommended for survey control.
 BZ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0936.See file dsdata.txt to determine how the superseded data were derived.
 BZ0936
 BZ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV221461(NAD 83)
 BZ0936_MARKER: DB = BENCH MARK DISK
 BZ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0936_STAMPING: Q 239 1953
 BZ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0936+STABILITY: SURFACE MOTION
 BZ0936
 BZ0936  HISTORY     - Date     Condition        Report By
 BZ0936  HISTORY     - 1953     MONUMENTED       CGS
 BZ0936  HISTORY     - 1957     GOOD             DOD
 BZ0936
 BZ0936                          STATION DESCRIPTION
 BZ0936
 BZ0936'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0936'IN HOOD A. A. F..
 BZ0936'AT HOOD A. A. F., BELL COUNTY, 0.4 MILE EAST OF THE ENTRANCE, AT THE
 BZ0936'HANGARS, 89 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH
 BZ0936'HANGAR, 11.7 FEET NORTHWEST OF A POWER-TRANSMISSION LINE POLE, 3 FEET
 BZ0936'SOUTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 BZ0936'POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0115 ***********************************************************************
 BQ0115  DESIGNATION -  Q 24
 BQ0115  PID         -  BQ0115
 BQ0115  STATE/COUNTY-  TX/PRESIDIO
 BQ0115  USGS QUAD   -  MARFA (1983)
 BQ0115
 BQ0115                         *CURRENT SURVEY CONTROL
 BQ0115  ___________________________________________________________________
 BQ0115* NAD 83(1986)-  30 19 11.     (N)    104 04 22.     (W)     SCALED    
 BQ0115* NAVD 88     -      1463.919  (meters)    4802.87   (feet)  POSTED    
 BQ0115  ___________________________________________________________________
 BQ0115  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 BQ0115  DYNAMIC HT  -        1461.470 (meters)    4794.84  (feet)  COMP
 BQ0115  MODELED GRAV-     978,918.8   (mgal)                       NAVD 88
 BQ0115
 BQ0115  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BQ0115
 BQ0115.The horizontal coordinates were scaled from a topographic map and have
 BQ0115.an estimated accuracy of +/- 6 seconds.
 BQ0115
 BQ0115.The orthometric height was determined by differential leveling
 BQ0115.and adjusted by the National Geodetic Survey in 1992..
 BQ0115.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BQ0115.rate of 3.1 thru 4.0 mm/km.
 BQ0115
 BQ0115.The geoid height was determined by GEOID03.
 BQ0115
 BQ0115.The dynamic height is computed by dividing the NAVD 88
 BQ0115.geopotential number by the normal gravity value computed on the
 BQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0115.degrees latitude (g = 980.6199 gals.).
 BQ0115
 BQ0115.The modeled gravity was interpolated from observed gravity values.
 BQ0115
 BQ0115;                    North         East    Units  Estimated Accuracy
 BQ0115;SPC TXSC     - 4,286,150.      112,270.      MT  (+/- 180 meters Scaled)
 BQ0115
 BQ0115                          SUPERSEDED SURVEY CONTROL
 BQ0115
 BQ0115.No superseded survey control is available for this station.
 BQ0115
 BQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP891545(NAD 83)
 BQ0115_MARKER: DB = BENCH MARK DISK
 BQ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0115_STAMPING: ELEV. 4,801.007 FT Q 24 1917
 BQ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0115+STABILITY: SURFACE MOTION
 BQ0115
 BQ0115  HISTORY     - Date     Condition        Report By
 BQ0115  HISTORY     - 1917     MONUMENTED       CGS
 BQ0115  HISTORY     - 1957     MARK NOT FOUND   NGS
 BQ0115  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0115
 BQ0115                          STATION DESCRIPTION
 BQ0115
 BQ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0115'0.7 MI E FROM GALGO.
 BQ0115'ABOUT 0.7 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0115'GALGO, PRESIDIO COUNTY, AT MILEPOST 636, AND 65 FEET NORTH OF THE
 BQ0115'TRACK.  A STANDARD DISK, STAMPED ELEV. 4,801.007 FT Q 24 1917 AND SET
 BQ0115'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 BQ0115
 BQ0115                          STATION RECOVERY (1966)
 BQ0115
 BQ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0539 ***********************************************************************
 BM0539  DESIGNATION -  Q 240
 BM0539  PID         -  BM0539
 BM0539  STATE/COUNTY-  TX/TRAVIS
 BM0539  USGS QUAD   -  MANOR (1988)
 BM0539
 BM0539                         *CURRENT SURVEY CONTROL
 BM0539  ___________________________________________________________________
 BM0539* NAD 83(1986)-  30 20 19.     (N)    097 31 33.     (W)     SCALED    
 BM0539* NAVD 88     -       155.40   (+/-2cm)     509.8    (feet)  VERTCON   
 BM0539  ___________________________________________________________________
 BM0539  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BM0539
 BM0539  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0539
 BM0539.The horizontal coordinates were scaled from a topographic map and have
 BM0539.an estimated accuracy of +/- 6 seconds.
 BM0539
 BM0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0539.The vertical order pertains to the NGVD 29 superseded value.
 BM0539
 BM0539.The geoid height was determined by GEOID03.
 BM0539
 BM0539;                    North         East    Units  Estimated Accuracy
 BM0539;SPC TX C     - 3,077,900.      969,920.      MT  (+/- 180 meters Scaled)
 BM0539
 BM0539                          SUPERSEDED SURVEY CONTROL
 BM0539
 BM0539  NGVD 29 (??/??/92)  155.321  (m)          509.58   (f) ADJ UNCH    1 2
 BM0539
 BM0539.Superseded values are not recommended for survey control.
 BM0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0539.See file dsdata.txt to determine how the superseded data were derived.
 BM0539
 BM0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU417572(NAD 83)
 BM0539_MARKER: DB = BENCH MARK DISK
 BM0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0539_STAMPING: Q 240 1953
 BM0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0539+STABILITY: SURFACE MOTION
 BM0539
 BM0539  HISTORY     - Date     Condition        Report By
 BM0539  HISTORY     - 1953     MONUMENTED       CGS
 BM0539  HISTORY     - 1990     GOOD             USPSQD
 BM0539  HISTORY     - 19910710 GOOD             USPSQD
 BM0539  HISTORY     - 19990123 GOOD             USPSQD
 BM0539  HISTORY     - 20030308 GOOD             USPSQD
 BM0539
 BM0539                          STATION DESCRIPTION
 BM0539
 BM0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0539'10.3 MI W FROM ELGIN.
 BM0539'10.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0539'STATION AT ELGIN, 9.5 FEET WEST OF THE 2ND POLE EAST OF MILEPOST 98,
 BM0539'73 FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 41.7 FEET
 BM0539'SOUTH OF THE SOUTH RAIL, 56 FEET NORTH OF A FENCE, 3 FEET EAST OF A
 BM0539'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BM0539'FOOT ABOVE THE GROUND.
 BM0539
 BM0539                          STATION RECOVERY (1990)
 BM0539
 BM0539'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BM0539'RECOVERED IN GOOD CONDITION.
 BM0539
 BM0539                          STATION RECOVERY (1991)
 BM0539
 BM0539'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0539'RECOVERED IN GOOD CONDITION.
 BM0539
 BM0539                          STATION RECOVERY (1999)
 BM0539
 BM0539'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0539'RECOVERED IN GOOD CONDITION.
 BM0539
 BM0539                          STATION RECOVERY (2003)
 BM0539
 BM0539'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0246 ***********************************************************************
 GL0246  DESIGNATION -  Q 241
 GL0246  PID         -  GL0246
 GL0246  STATE/COUNTY-  TX/DALLAM
 GL0246  USGS QUAD   -  DALHART WEST (1973)
 GL0246
 GL0246                         *CURRENT SURVEY CONTROL
 GL0246  ___________________________________________________________________
 GL0246* NAD 83(1986)-  36 04 46.     (N)    102 32 38.     (W)     SCALED    
 GL0246* NAVD 88     -      1221.599  (meters)    4007.86   (feet)  ADJUSTED  
 GL0246  ___________________________________________________________________
 GL0246  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 GL0246  DYNAMIC HT  -        1220.182 (meters)    4003.21  (feet)  COMP
 GL0246  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 GL0246
 GL0246  VERT ORDER  -  FIRST     CLASS II
 GL0246
 GL0246.The horizontal coordinates were scaled from a topographic map and have
 GL0246.an estimated accuracy of +/- 6 seconds.
 GL0246
 GL0246.The orthometric height was determined by differential leveling
 GL0246.and adjusted by the National Geodetic Survey in June 1991..
 GL0246
 GL0246.The geoid height was determined by GEOID03.
 GL0246
 GL0246.The dynamic height is computed by dividing the NAVD 88
 GL0246.geopotential number by the normal gravity value computed on the
 GL0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0246.degrees latitude (g = 980.6199 gals.).
 GL0246
 GL0246.The modeled gravity was interpolated from observed gravity values.
 GL0246
 GL0246;                    North         East    Units  Estimated Accuracy
 GL0246;SPC TX N     - 1,231,190.      105,980.      MT  (+/- 180 meters Scaled)
 GL0246
 GL0246                          SUPERSEDED SURVEY CONTROL
 GL0246
 GL0246.No superseded survey control is available for this station.
 GL0246
 GL0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV211955(NAD 83)
 GL0246_MARKER: DB = BENCH MARK DISK
 GL0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0246+STABILITY: SURFACE MOTION
 GL0246
 GL0246  HISTORY     - Date     Condition        Report By
 GL0246  HISTORY     - UNK      MONUMENTED       CGS
 GL0246  HISTORY     - 1934     GOOD             NGS
 GL0246  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0246
 GL0246                          STATION DESCRIPTION
 GL0246
 GL0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0246'1.85 MI NW FROM DALHART.
 GL0246'1.85 NORTH-WEST BY RAIL, FROM DALHART ON RIGHT OF WAY OF FORT WORTH
 GL0246'AND DENVER R.R. 45 FT. WEST OF R.R. TRACK.  42 FT. SOUTH OF COUNTY
 GL0246'ROAD CROSSING.  120 FT. WEST OF TEXAS (U.S.) HWY NO. 385.
 GL0246
 GL0246                          STATION RECOVERY (1973)
 GL0246
 GL0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0346 ***********************************************************************
 FM0346  DESIGNATION -  Q 243
 FM0346  PID         -  FM0346
 FM0346  STATE/COUNTY-  TX/OLDHAM
 FM0346  USGS QUAD   -  VEGA NORTH (1966)
 FM0346
 FM0346                         *CURRENT SURVEY CONTROL
 FM0346  ___________________________________________________________________
 FM0346* NAD 83(1986)-  35 15 29.     (N)    102 29 50.     (W)     SCALED    
 FM0346* NAVD 88     -      1229.336  (meters)    4033.25   (feet)  ADJUSTED  
 FM0346  ___________________________________________________________________
 FM0346  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 FM0346  DYNAMIC HT  -        1227.854 (meters)    4028.38  (feet)  COMP
 FM0346  MODELED GRAV-     979,385.4   (mgal)                       NAVD 88
 FM0346
 FM0346  VERT ORDER  -  SECOND    CLASS 0
 FM0346
 FM0346.The horizontal coordinates were scaled from a topographic map and have
 FM0346.an estimated accuracy of +/- 6 seconds.
 FM0346
 FM0346.The orthometric height was determined by differential leveling
 FM0346.and adjusted by the National Geodetic Survey in June 1991..
 FM0346
 FM0346.The geoid height was determined by GEOID03.
 FM0346
 FM0346.The dynamic height is computed by dividing the NAVD 88
 FM0346.geopotential number by the normal gravity value computed on the
 FM0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0346.degrees latitude (g = 980.6199 gals.).
 FM0346
 FM0346.The modeled gravity was interpolated from observed gravity values.
 FM0346
 FM0346;                    North         East    Units  Estimated Accuracy
 FM0346;SPC TX N     - 1,140,020.      109,260.      MT  (+/- 180 meters Scaled)
 FM0346
 FM0346                          SUPERSEDED SURVEY CONTROL
 FM0346
 FM0346  NGVD 29 (??/??/92) 1228.804  (m)         4031.50   (f) ADJ UNCH    2 0
 FM0346
 FM0346.Superseded values are not recommended for survey control.
 FM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0346.See file dsdata.txt to determine how the superseded data were derived.
 FM0346
 FM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV276045(NAD 83)
 FM0346_MARKER: DB = BENCH MARK DISK
 FM0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0346_STAMPING: Q-243 1934
 FM0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0346+STABILITY: SURFACE MOTION
 FM0346
 FM0346  HISTORY     - Date     Condition        Report By
 FM0346  HISTORY     - 1934     MONUMENTED       CGS
 FM0346
 FM0346                          STATION DESCRIPTION
 FM0346
 FM0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0346'4.1 MI W FROM VEGA.
 FM0346'4.1 MILES WEST OF ROCK ISLAND RAILROAD AT VEGA 210 FEET NORTHWEST OF
 FM0346'MILE POST 799.  3 FEET SOUTH OF RIGHT-OF-WAY FENCE.  46 FEET NORTH OF
 FM0346'CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0470 ***********************************************************************
 DN0470  DESIGNATION -  Q 244
 DN0470  PID         -  DN0470
 DN0470  STATE/COUNTY-  TX/GRAYSON
 DN0470  USGS QUAD   -  WHITESBORO (1982)
 DN0470
 DN0470                         *CURRENT SURVEY CONTROL
 DN0470  ___________________________________________________________________
 DN0470* NAD 83(1986)-  33 38 17.     (N)    096 56 23.     (W)     SCALED    
 DN0470* NAVD 88     -       233.911  (meters)     767.42   (feet)  ADJUSTED  
 DN0470  ___________________________________________________________________
 DN0470  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN0470  DYNAMIC HT  -         233.664 (meters)     766.61  (feet)  COMP
 DN0470  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 DN0470
 DN0470  VERT ORDER  -  SECOND    CLASS 0
 DN0470
 DN0470.The horizontal coordinates were scaled from a topographic map and have
 DN0470.an estimated accuracy of +/- 6 seconds.
 DN0470
 DN0470.The orthometric height was determined by differential leveling
 DN0470.and adjusted by the National Geodetic Survey in June 1991..
 DN0470
 DN0470.The geoid height was determined by GEOID03.
 DN0470
 DN0470.The dynamic height is computed by dividing the NAVD 88
 DN0470.geopotential number by the normal gravity value computed on the
 DN0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0470.degrees latitude (g = 980.6199 gals.).
 DN0470
 DN0470.The modeled gravity was interpolated from observed gravity values.
 DN0470
 DN0470;                    North         East    Units  Estimated Accuracy
 DN0470;SPC TXNC     - 2,219,690.      744,740.      MT  (+/- 180 meters Scaled)
 DN0470
 DN0470                          SUPERSEDED SURVEY CONTROL
 DN0470
 DN0470  NGVD 29 (??/??/92)  233.871  (m)          767.29   (f) ADJ UNCH    2 0
 DN0470
 DN0470.Superseded values are not recommended for survey control.
 DN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0470.See file dsdata.txt to determine how the superseded data were derived.
 DN0470
 DN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC910239(NAD 83)
 DN0470_MARKER: DB = BENCH MARK DISK
 DN0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0470_STAMPING: Q 244 1934
 DN0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0470+STABILITY: SURFACE MOTION
 DN0470
 DN0470  HISTORY     - Date     Condition        Report By
 DN0470  HISTORY     - 1934     MONUMENTED       CGS
 DN0470  HISTORY     - 1962     GOOD             NGS
 DN0470  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0470
 DN0470                          STATION DESCRIPTION
 DN0470
 DN0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DN0470'2.5 MI W FROM WHITESBORO.
 DN0470'ABOUT 2.5 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0470'FROM THE STATION AT WHITESBORO, GRAYSON COUNTY, 790 FEET (BY STADIA)
 DN0470'WEST OF MILE POST 688, 45 FEET NORTH OF THE CENTER LINE OF
 DN0470'MISSOURI-KANSAS-TEXAS RAILROAD TRACK, 20 FEET EAST OF THE CENTER LINE
 DN0470'OF COUNTY ROAD, 8.5 FEET NORTH OF THE LINE OF TELEPHONE POLES, AND 2
 DN0470'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN A
 DN0470'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.  NOTE-- THE TOP OF
 DN0470'THE CONCRETE POST HAS BEEN BROKEN OFF ON ONE SIDE, BUT OTHERWISE
 DN0470'APPARENTLY UNDISTURBED.
 DN0470
 DN0470                          STATION RECOVERY (1995)
 DN0470
 DN0470'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1526 ***********************************************************************
 CS1526  DESIGNATION -  Q 246
 CS1526  PID         -  CS1526
 CS1526  STATE/COUNTY-  TX/TARRANT
 CS1526  USGS QUAD   -  HALTOM CITY (1981)
 CS1526
 CS1526                         *CURRENT SURVEY CONTROL
 CS1526  ___________________________________________________________________
 CS1526* NAD 83(1986)-  32 49 29.     (N)    097 21 18.     (W)     SCALED    
 CS1526* NAVD 88     -       208.820  (meters)     685.10   (feet)  ADJUSTED  
 CS1526  ___________________________________________________________________
 CS1526  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1526  DYNAMIC HT  -         208.575 (meters)     684.30  (feet)  COMP
 CS1526  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 CS1526
 CS1526  VERT ORDER  -  FIRST     CLASS II
 CS1526
 CS1526.The horizontal coordinates were scaled from a topographic map and have
 CS1526.an estimated accuracy of +/- 6 seconds.
 CS1526
 CS1526.The orthometric height was determined by differential leveling
 CS1526.and adjusted by the National Geodetic Survey in June 1991..
 CS1526.WARNING-Repeat measurements at this control monument indicate possible
 CS1526.vertical movement.
 CS1526
 CS1526.The geoid height was determined by GEOID03.
 CS1526
 CS1526.The dynamic height is computed by dividing the NAVD 88
 CS1526.geopotential number by the normal gravity value computed on the
 CS1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1526.degrees latitude (g = 980.6199 gals.).
 CS1526
 CS1526.The modeled gravity was interpolated from observed gravity values.
 CS1526
 CS1526;                    North         East    Units  Estimated Accuracy
 CS1526;SPC TXNC     - 2,129,000.      707,200.      MT  (+/- 180 meters Scaled)
 CS1526
 CS1526                          SUPERSEDED SURVEY CONTROL
 CS1526
 CS1526  NGVD 29 (??/??/92)  208.808  (m)          685.06   (f) ADJ UNCH    1 2
 CS1526
 CS1526.Superseded values are not recommended for survey control.
 CS1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1526.See file dsdata.txt to determine how the superseded data were derived.
 CS1526
 CS1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB539330(NAD 83)
 CS1526_MARKER: DB = BENCH MARK DISK
 CS1526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1526_SP_SET: CULVERT
 CS1526_STAMPING: Q 246 1934
 CS1526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1526
 CS1526  HISTORY     - Date     Condition        Report By
 CS1526  HISTORY     - 1934     MONUMENTED       CGS
 CS1526  HISTORY     - 1959     GOOD             NGS
 CS1526  HISTORY     - 1976     GOOD             NGS
 CS1526  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1526
 CS1526                          STATION DESCRIPTION
 CS1526
 CS1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1526'5.7 MI N FROM FORT WORTH.
 CS1526'THE MARK IS 5.7 MILES ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS1526'FROM THE STATION AT FORT WORTH, 0.3 MILE NORTH ALONG U.S. HIGHWAY 81
 CS1526'FROM THE MAIN ROAD LEADING TO THE MEACHAM AIRPORT TERMINAL, 35 FEET
 CS1526'EAST OF THE CENTER LINE OF HWY. 81, 10 FEET SOUTHWEST OF A DERAILING
 CS1526'SWITCH ON A SPUR TRACK WHICH CROSSES THE HIGHWAY, AND IN THE TOP OF
 CS1526'THE WING WALL OF A CONCRETE CULVERT.
 CS1526
 CS1526                          STATION RECOVERY (1976)
 CS1526
 CS1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CS1526'RECOVERED IN GOOD CONDITION.
 CS1526
 CS1526                          STATION RECOVERY (1984)
 CS1526
 CS1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1526'THERE HAS BEEN HIGHWAY CONSTRUCTION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0543 ***********************************************************************
 DN0543  DESIGNATION -  Q 247 RESET 1954
 DN0543  PID         -  DN0543
 DN0543  STATE/COUNTY-  TX/COOKE
 DN0543  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN0543
 DN0543                         *CURRENT SURVEY CONTROL
 DN0543  ___________________________________________________________________
 DN0543* NAD 83(1986)-  33 32 57.     (N)    097 08 56.     (W)     SCALED    
 DN0543* NAVD 88     -       218.83   (meters)     717.9    (feet)  RESET     
 DN0543  ___________________________________________________________________
 DN0543  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN0543
 DN0543  VERT ORDER  -  THIRD
 DN0543
 DN0543.The horizontal coordinates were scaled from a topographic map and have
 DN0543.an estimated accuracy of +/- 6 seconds.
 DN0543
 DN0543.The orthometric height was computed from unverified reset data.
 DN0543
 DN0543.The geoid height was determined by GEOID03.
 DN0543
 DN0543;                    North         East    Units  Estimated Accuracy
 DN0543;SPC TXNC     - 2,209,560.      725,460.      MT  (+/- 180 meters Scaled)
 DN0543
 DN0543                          SUPERSEDED SURVEY CONTROL
 DN0543
 DN0543.No superseded survey control is available for this station.
 DN0543
 DN0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC718137(NAD 83)
 DN0543_MARKER: DB = BENCH MARK DISK
 DN0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0543_STAMPING: Q 247 RESET 1954
 DN0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0543+STABILITY: SURFACE MOTION
 DN0543
 DN0543  HISTORY     - Date     Condition        Report By
 DN0543  HISTORY     - 1954     MONUMENTED       CGS
 DN0543  HISTORY     - 1955     GOOD             NGS
 DN0543  HISTORY     - 20021025 MARK NOT FOUND   JCLS
 DN0543
 DN0543                          STATION DESCRIPTION
 DN0543
 DN0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DN0543'4.8 MI N FROM VALLEY VIEW.
 DN0543'4.8 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 DN0543'STATION AT VALLEY VIEW, COOKE COUNTY, NEAR BRIDGE 405 A, AT A ROAD
 DN0543'CROSSING, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 16 FEET
 DN0543'EAST OF THE TRACK.  A STANDARD DISK, STAMPED Q 247 RESET 1954 AND SET
 DN0543'IN THE TOP OF A CONCRETE POST.
 DN0543
 DN0543                          STATION RECOVERY (2002)
 DN0543
 DN0543'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DN0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1238 ***********************************************************************
 BY1238  DESIGNATION -  Q 248
 BY1238  PID         -  BY1238
 BY1238  STATE/COUNTY-  TX/ANDERSON
 BY1238  USGS QUAD   -  NECHES (1982)
 BY1238
 BY1238                         *CURRENT SURVEY CONTROL
 BY1238  ___________________________________________________________________
 BY1238* NAD 83(1986)-  31 52 22.     (N)    095 29 19.     (W)     SCALED    
 BY1238* NAVD 88     -       121.639  (meters)     399.08   (feet)  ADJUSTED  
 BY1238  ___________________________________________________________________
 BY1238  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY1238  DYNAMIC HT  -         121.492 (meters)     398.60  (feet)  COMP
 BY1238  MODELED GRAV-     979,432.1   (mgal)                       NAVD 88
 BY1238
 BY1238  VERT ORDER  -  FIRST     CLASS II
 BY1238
 BY1238.The horizontal coordinates were scaled from a topographic map and have
 BY1238.an estimated accuracy of +/- 6 seconds.
 BY1238
 BY1238.The orthometric height was determined by differential leveling
 BY1238.and adjusted by the National Geodetic Survey in June 1991..
 BY1238
 BY1238.The geoid height was determined by GEOID03.
 BY1238
 BY1238.The dynamic height is computed by dividing the NAVD 88
 BY1238.geopotential number by the normal gravity value computed on the
 BY1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1238.degrees latitude (g = 980.6199 gals.).
 BY1238
 BY1238.The modeled gravity was interpolated from observed gravity values.
 BY1238
 BY1238;                    North         East    Units  Estimated Accuracy
 BY1238;SPC TX C     - 3,254,550.    1,158,280.      MT  (+/- 180 meters Scaled)
 BY1238
 BY1238                          SUPERSEDED SURVEY CONTROL
 BY1238
 BY1238  NGVD 29 (??/??/92)  121.654  (m)          399.13   (f) ADJ UNCH    1 2
 BY1238
 BY1238.Superseded values are not recommended for survey control.
 BY1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1238.See file dsdata.txt to determine how the superseded data were derived.
 BY1238
 BY1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR645290(NAD 83)
 BY1238_MARKER: DB = BENCH MARK DISK
 BY1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1238_STAMPING: Q 248 1952
 BY1238_PROJECTION: PROJECTING 12 CENTIMETERS
 BY1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1238+STABILITY: SURFACE MOTION
 BY1238
 BY1238  HISTORY     - Date     Condition        Report By
 BY1238  HISTORY     - 1952     MONUMENTED       CGS
 BY1238  HISTORY     - 1980     GOOD             NGS
 BY1238  HISTORY     - 1990     GOOD             USPSQD
 BY1238
 BY1238                          STATION DESCRIPTION
 BY1238
 BY1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1238'0.65 MI NE FROM NECHES.
 BY1238'0.65 MILE NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1238'NECHES, 96.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK OF
 BY1238'THE INTERNATIONAL AND GREAT NORTHERN RAILROAD, 40.4 FEET SOUTHEAST OF
 BY1238'THE CENTER LINE OF THE HIGHWAY, 7 FEET SOUTHWEST OF A POWER POLE, 1
 BY1238'FOOT SOUTHEAST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN
 BY1238'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY1238
 BY1238                          STATION RECOVERY (1980)
 BY1238
 BY1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1238'0.95 KM. (0.6 MI.) NORTHEAST ALONG FARM ROAD 2574 FROM THE POST OFFICE
 BY1238'IN NECHES, 25.3 M. (83.0 FT.) NORTHWEST OF THE NORTHWESTERNMOST RAIL
 BY1238'OF THE MISSOURI PACIFIC RAILROAD, 12.1 M. (39.7 FT.) SOUTHEAST OF THE
 BY1238'CENTERLINE OF THE ROAD, 2.1 M. (6.8 FT.) SOUTHWEST OF POWERLINE POLE
 BY1238'NUMBER 2A16 WITH A TRANSFORMER.
 BY1238'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 BY1238'THE MARK IS ABOVE LEVEL WITH FARM ROAD 2574.
 BY1238
 BY1238                          STATION RECOVERY (1990)
 BY1238
 BY1238'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2050 ***********************************************************************
 BY2050  DESIGNATION -  Q 249 RESET 1960
 BY2050  PID         -  BY2050
 BY2050  STATE/COUNTY-  TX/ANDERSON
 BY2050  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2050
 BY2050                         *CURRENT SURVEY CONTROL
 BY2050  ___________________________________________________________________
 BY2050* NAD 83(1986)-  31 41 53.     (N)    095 43 25.     (W)     SCALED    
 BY2050* NAVD 88     -       104.032  (meters)     341.31   (feet)  ADJUSTED  
 BY2050  ___________________________________________________________________
 BY2050  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2050  DYNAMIC HT  -         103.905 (meters)     340.89  (feet)  COMP
 BY2050  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BY2050
 BY2050  VERT ORDER  -  FIRST     CLASS II
 BY2050
 BY2050.The horizontal coordinates were scaled from a topographic map and have
 BY2050.an estimated accuracy of +/- 6 seconds.
 BY2050
 BY2050.The orthometric height was determined by differential leveling
 BY2050.and adjusted by the National Geodetic Survey in June 1991..
 BY2050
 BY2050.The geoid height was determined by GEOID03.
 BY2050
 BY2050.The dynamic height is computed by dividing the NAVD 88
 BY2050.geopotential number by the normal gravity value computed on the
 BY2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2050.degrees latitude (g = 980.6199 gals.).
 BY2050
 BY2050.The modeled gravity was interpolated from observed gravity values.
 BY2050
 BY2050;                    North         East    Units  Estimated Accuracy
 BY2050;SPC TX C     - 3,234,250.    1,136,860.      MT  (+/- 180 meters Scaled)
 BY2050
 BY2050                          SUPERSEDED SURVEY CONTROL
 BY2050
 BY2050  NGVD 29 (??/??/??)  104.00   (m)          341.2    (f) RESET       3  
 BY2050
 BY2050.Superseded values are not recommended for survey control.
 BY2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2050.See file dsdata.txt to determine how the superseded data were derived.
 BY2050
 BY2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR418101(NAD 83)
 BY2050_MARKER: DB = BENCH MARK DISK
 BY2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2050_STAMPING: Q 249 RESET 1960
 BY2050_PROJECTION: PROJECTING 9 CENTIMETERS
 BY2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2050+STABILITY: SURFACE MOTION
 BY2050
 BY2050  HISTORY     - Date     Condition        Report By
 BY2050  HISTORY     - 1960     MONUMENTED       CGS
 BY2050  HISTORY     - 1980     GOOD             NGS
 BY2050
 BY2050                          STATION DESCRIPTION
 BY2050
 BY2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2050'7.0 MI SW FROM PALESTINE.
 BY2050'ABOUT 7.0 MILES SOUTHWEST ALONG U.S. HIGHWAY NOS. 84 AND 79 FROM
 BY2050'PALESTINE, 2 FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY LINE OF THE
 BY2050'HIGHWAY, 2 FEET SOUTHEAST OF A 4 X 4 POST, 3 FEET SOUTH OF A FENCE
 BY2050'CORNER, 3 FEET NORTHWEST OF A POWER POLE AND ABOUT 150 YARDS NORTH OF
 BY2050'A YELLOW BRICK HOUSE.  A STANDARD DISK STAMPED Q 249 RESET 1960 IN A
 BY2050'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.  TO REACH FROM THE DEPOT
 BY2050'IN PALESTINE, GO SOUTHWEST 0.8 MILE TO THE JUNCTION WITH HIGHWAY NOS.
 BY2050'84 AND 79.  THEN SOUTHWEST ALONG THE HIGHWAY 6.2 MILES TO THE MARK ON
 BY2050'THE LEFT.
 BY2050
 BY2050                          STATION RECOVERY (1980)
 BY2050
 BY2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2050'2.4 KM. (1.5 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2050'FEDERAL BUILDING IN PALESTINE, AT THE A.D. DOUTHITT RESIDENCE, 21.6 M.
 BY2050'(71.0 FT.) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 85 M. (280 FT.)
 BY2050'NORTHEAST OF THE CENTER OF A DRIVE LEADING TO THE RESIDENCE, 0.6 M.
 BY2050'(2.0 FT.) SOUTHEAST OF A 10-CM. BY 10-CM. POST, 0.9 M. (3.0 FT.) SOUTH
 BY2050'OF A FENCE CORNER, 0.9 (3.0 FT.) NORTHWEST OF A POWERLINE POLE.
 BY2050'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 BY2050'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0061 ***********************************************************************
 BY0061  DESIGNATION -  Q 250
 BY0061  PID         -  BY0061
 BY0061  STATE/COUNTY-  TX/SHELBY
 BY0061  USGS QUAD   -  TENAHA EAST (1984)
 BY0061
 BY0061                         *CURRENT SURVEY CONTROL
 BY0061  ___________________________________________________________________
 BY0061* NAD 83(1986)-  31 57 05.     (N)    094 12 48.     (W)     SCALED    
 BY0061* NAVD 88     -       103.869  (meters)     340.78   (feet)  ADJUSTED  
 BY0061  ___________________________________________________________________
 BY0061  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BY0061  DYNAMIC HT  -         103.747 (meters)     340.38  (feet)  COMP
 BY0061  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 BY0061
 BY0061  VERT ORDER  -  FIRST     CLASS II
 BY0061
 BY0061.The horizontal coordinates were scaled from a topographic map and have
 BY0061.an estimated accuracy of +/- 6 seconds.
 BY0061
 BY0061.The orthometric height was determined by differential leveling
 BY0061.and adjusted by the National Geodetic Survey in June 1991..
 BY0061
 BY0061.The geoid height was determined by GEOID03.
 BY0061
 BY0061.The dynamic height is computed by dividing the NAVD 88
 BY0061.geopotential number by the normal gravity value computed on the
 BY0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0061.degrees latitude (g = 980.6199 gals.).
 BY0061
 BY0061.The modeled gravity was interpolated from observed gravity values.
 BY0061
 BY0061;                    North         East    Units  Estimated Accuracy
 BY0061;SPC TX C     - 3,269,200.    1,278,320.      MT  (+/- 180 meters Scaled)
 BY0061
 BY0061                          SUPERSEDED SURVEY CONTROL
 BY0061
 BY0061  NGVD 29 (??/??/92)  103.906  (m)          340.90   (f) ADJ UNCH    1 2
 BY0061
 BY0061.Superseded values are not recommended for survey control.
 BY0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0061.See file dsdata.txt to determine how the superseded data were derived.
 BY0061
 BY0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR853356(NAD 83)
 BY0061_MARKER: DB = BENCH MARK DISK
 BY0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0061_STAMPING: Q 250 1952
 BY0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0061+STABILITY: SURFACE MOTION
 BY0061
 BY0061  HISTORY     - Date     Condition        Report By
 BY0061  HISTORY     - 1952     MONUMENTED       CGS
 BY0061  HISTORY     - 1958     GOOD             NGS
 BY0061  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0061
 BY0061                          STATION DESCRIPTION
 BY0061
 BY0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0061'1.85 MI NE FROM TENAHA.
 BY0061'1.85 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0061'STATION AT TENAHA, 125 YARDS EAST OF THE RAMAH BAPTIST CHURCH, 102
 BY0061'FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 114 FEET
 BY0061'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 84, 69 FEET NORTHEAST OF A
 BY0061'POWER POLE, 30.8 FEET SOUTH OF THE SOUTH RAIL, 3 FEET EAST OF A
 BY0061'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BY0061'FOOT ABOVE THE GROUND.  NOTE-- IT IS IN THE BACK OR NORTH PROPERTY
 BY0061'LINE OF A SMALL RESIDENCE.
 BY0061
 BY0061                          STATION RECOVERY (1958)
 BY0061
 BY0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BY0061'RECOVERED IN GOOD CONDITION.
 BY0061
 BY0061                          STATION RECOVERY (1979)
 BY0061
 BY0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1064 ***********************************************************************
 BY1064  DESIGNATION -  Q 251
 BY1064  PID         -  BY1064
 BY1064  STATE/COUNTY-  TX/CHEROKEE
 BY1064  USGS QUAD   -  REKLAW (1973)
 BY1064
 BY1064                         *CURRENT SURVEY CONTROL
 BY1064  ___________________________________________________________________
 BY1064* NAD 83(1986)-  31 50 02.     (N)    094 57 37.     (W)     SCALED    
 BY1064* NAVD 88     -        94.567  (meters)     310.26   (feet)  ADJUSTED  
 BY1064  ___________________________________________________________________
 BY1064  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BY1064  DYNAMIC HT  -          94.454 (meters)     309.89  (feet)  COMP
 BY1064  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 BY1064
 BY1064  VERT ORDER  -  FIRST     CLASS II
 BY1064
 BY1064.The horizontal coordinates were scaled from a topographic map and have
 BY1064.an estimated accuracy of +/- 6 seconds.
 BY1064
 BY1064.The orthometric height was determined by differential leveling
 BY1064.and adjusted by the National Geodetic Survey in June 1991..
 BY1064.WARNING-Repeat measurements at this control monument indicate possible
 BY1064.vertical movement.
 BY1064
 BY1064.The geoid height was determined by GEOID03.
 BY1064
 BY1064.The dynamic height is computed by dividing the NAVD 88
 BY1064.geopotential number by the normal gravity value computed on the
 BY1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1064.degrees latitude (g = 980.6199 gals.).
 BY1064
 BY1064.The modeled gravity was interpolated from observed gravity values.
 BY1064
 BY1064;                    North         East    Units  Estimated Accuracy
 BY1064;SPC TX C     - 3,252,540.    1,208,430.      MT  (+/- 180 meters Scaled)
 BY1064
 BY1064                          SUPERSEDED SURVEY CONTROL
 BY1064
 BY1064  NGVD 29 (??/??/92)   94.644  (m)          310.51   (f) ADJ UNCH    1 2
 BY1064
 BY1064.Superseded values are not recommended for survey control.
 BY1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1064.See file dsdata.txt to determine how the superseded data were derived.
 BY1064
 BY1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR144236(NAD 83)
 BY1064_MARKER: DB = BENCH MARK DISK
 BY1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1064_STAMPING: Q 251 1952
 BY1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1064+STABILITY: SURFACE MOTION
 BY1064
 BY1064  HISTORY     - Date     Condition        Report By
 BY1064  HISTORY     - 1952     MONUMENTED       CGS
 BY1064  HISTORY     - 1979     GOOD             NGS
 BY1064
 BY1064                          STATION DESCRIPTION
 BY1064
 BY1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1064'2.75 MI SE FROM REKLAW.
 BY1064'2.75 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1064'STATION AT REKLAW, 1 1/2 POLES SOUTHEAST OF MILEPOST 180, 113 FEET
 BY1064'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 204, 37 FEET NORTHEAST
 BY1064'OF THE NORTHEAST RAIL, 10.6 FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT
 BY1064'OF WAY MARKER, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BY1064'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1064
 BY1064                          STATION RECOVERY (1979)
 BY1064
 BY1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1287 ***********************************************************************
 BY1287  DESIGNATION -  Q 252
 BY1287  PID         -  BY1287
 BY1287  STATE/COUNTY-  TX/CHEROKEE
 BY1287  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1287
 BY1287                         *CURRENT SURVEY CONTROL
 BY1287  ___________________________________________________________________
 BY1287* NAD 83(1986)-  31 53 30.     (N)    095 08 16.     (W)     SCALED    
 BY1287* NAVD 88     -       104.468  (meters)     342.74   (feet)  ADJUSTED  
 BY1287  ___________________________________________________________________
 BY1287  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY1287  DYNAMIC HT  -         104.343 (meters)     342.33  (feet)  COMP
 BY1287  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 BY1287
 BY1287  VERT ORDER  -  FIRST     CLASS II
 BY1287
 BY1287.The horizontal coordinates were scaled from a topographic map and have
 BY1287.an estimated accuracy of +/- 6 seconds.
 BY1287
 BY1287.The orthometric height was determined by differential leveling
 BY1287.and adjusted by the National Geodetic Survey in June 1991..
 BY1287.WARNING-Repeat measurements at this control monument indicate possible
 BY1287.vertical movement.
 BY1287
 BY1287.The geoid height was determined by GEOID03.
 BY1287
 BY1287.The dynamic height is computed by dividing the NAVD 88
 BY1287.geopotential number by the normal gravity value computed on the
 BY1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1287.degrees latitude (g = 980.6199 gals.).
 BY1287
 BY1287.The modeled gravity was interpolated from observed gravity values.
 BY1287
 BY1287;                    North         East    Units  Estimated Accuracy
 BY1287;SPC TX C     - 3,258,140.    1,191,340.      MT  (+/- 180 meters Scaled)
 BY1287
 BY1287                          SUPERSEDED SURVEY CONTROL
 BY1287
 BY1287  NGVD 29 (??/??/92)  104.478  (m)          342.77   (f) ADJ UNCH    1 2
 BY1287
 BY1287.Superseded values are not recommended for survey control.
 BY1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1287.See file dsdata.txt to determine how the superseded data were derived.
 BY1287
 BY1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR978304(NAD 83)
 BY1287_MARKER: DB = BENCH MARK DISK
 BY1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1287_STAMPING: Q 252 1952
 BY1287_PROJECTION: PROJECTING 10 CENTIMETERS
 BY1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1287+STABILITY: SURFACE MOTION
 BY1287
 BY1287  HISTORY     - Date     Condition        Report By
 BY1287  HISTORY     - 1952     MONUMENTED       CGS
 BY1287  HISTORY     - 1980     GOOD             NGS
 BY1287  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1287  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 BY1287  HISTORY     - 20050710 MARK NOT FOUND   USPSQD
 BY1287
 BY1287                          STATION DESCRIPTION
 BY1287
 BY1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1287'0.5 MI E FROM GALLATIN.
 BY1287'0.5 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE POST
 BY1287'OFFICE AT GALLATIN, 73 FEET SOUTHEAST OF THE 4TH POLE WEST OF MILEPOST
 BY1287'192, 49 FEET SOUTH OF THE SOUTH RAIL, 2 FEET SOUTH OF A FENCE, 2 FEET
 BY1287'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1287'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY1287
 BY1287                          STATION RECOVERY (1980)
 BY1287
 BY1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1287'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE IN
 BY1287'GALLATIN, 154 FT. NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BY1287'73.0 FT. SOUTHEAST OF THE FOURTH POLE WEST OF MILEPOST 192, 49.0 FT.
 BY1287'SOUTH OF THE SOUTH RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 BY1287'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 BY1287'THE MARK IS 2 FT BELOW THE HIGHWAY.
 BY1287
 BY1287                          STATION RECOVERY (1996)
 BY1287
 BY1287'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1287'MARK NOT FOUND.
 BY1287
 BY1287                          STATION RECOVERY (2004)
 BY1287
 BY1287'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY1287'RR TRACKS HAVE BEEN REMOVED
 BY1287
 BY1287                          STATION RECOVERY (2005)
 BY1287
 BY1287'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0287 ***********************************************************************
 GK0287  DESIGNATION -  Q 253
 GK0287  PID         -  GK0287
 GK0287  STATE/COUNTY-  TX/HANSFORD
 GK0287  USGS QUAD   -  HANNAS DRAW EAST (1974)
 GK0287
 GK0287                         *CURRENT SURVEY CONTROL
 GK0287  ___________________________________________________________________
 GK0287* NAD 83(1986)-  36 11 56.     (N)    101 27 52.     (W)     SCALED    
 GK0287* NAVD 88     -       981.092  (meters)    3218.80   (feet)  ADJUSTED  
 GK0287  ___________________________________________________________________
 GK0287  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 GK0287  DYNAMIC HT  -         980.022 (meters)    3215.29  (feet)  COMP
 GK0287  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 GK0287
 GK0287  VERT ORDER  -  SECOND    CLASS 0
 GK0287
 GK0287.The horizontal coordinates were scaled from a topographic map and have
 GK0287.an estimated accuracy of +/- 6 seconds.
 GK0287
 GK0287.The orthometric height was determined by differential leveling
 GK0287.and adjusted by the National Geodetic Survey in June 1991..
 GK0287
 GK0287.The geoid height was determined by GEOID03.
 GK0287
 GK0287.The dynamic height is computed by dividing the NAVD 88
 GK0287.geopotential number by the normal gravity value computed on the
 GK0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0287.degrees latitude (g = 980.6199 gals.).
 GK0287
 GK0287.The modeled gravity was interpolated from observed gravity values.
 GK0287
 GK0287;                    North         East    Units  Estimated Accuracy
 GK0287;SPC TX N     - 1,243,950.      203,200.      MT  (+/- 180 meters Scaled)
 GK0287
 GK0287                          SUPERSEDED SURVEY CONTROL
 GK0287
 GK0287  NGVD 29 (??/??/92)  980.637  (m)         3217.31   (f) ADJ UNCH    2 0
 GK0287
 GK0287.Superseded values are not recommended for survey control.
 GK0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0287.See file dsdata.txt to determine how the superseded data were derived.
 GK0287
 GK0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF784088(NAD 83)
 GK0287_MARKER: DB = BENCH MARK DISK
 GK0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0287_STAMPING: Q-253 1934
 GK0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0287+STABILITY: SURFACE MOTION
 GK0287
 GK0287  HISTORY     - Date     Condition        Report By
 GK0287  HISTORY     - 1934     MONUMENTED       CGS
 GK0287
 GK0287                          STATION DESCRIPTION
 GK0287
 GK0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0287'5.5 MI S FROM GRUVER.
 GK0287'5.5 MILES SOUTH OF C. RI. AND G. RR. STATION AT GRUVER 32 FEET
 GK0287'SOUTHEAST OF NEAREST OF RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY
 GK0287'TRACK. 28 FEET NORTHEAST OF MILE POLE 85/7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0475 ***********************************************************************
 GK0475  DESIGNATION -  Q 254
 GK0475  PID         -  GK0475
 GK0475  STATE/COUNTY-  TX/HANSFORD
 GK0475  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0475
 GK0475                         *CURRENT SURVEY CONTROL
 GK0475  ___________________________________________________________________
 GK0475* NAD 83(1986)-  36 19 36.     (N)    101 34 10.     (W)     SCALED    
 GK0475* NAVD 88     -       985.937  (meters)    3234.70   (feet)  ADJUSTED  
 GK0475  ___________________________________________________________________
 GK0475  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GK0475  DYNAMIC HT  -         984.865 (meters)    3231.18  (feet)  COMP
 GK0475  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 GK0475
 GK0475  VERT ORDER  -  SECOND    CLASS 0
 GK0475
 GK0475.The horizontal coordinates were scaled from a topographic map and have
 GK0475.an estimated accuracy of +/- 6 seconds.
 GK0475
 GK0475.The orthometric height was determined by differential leveling
 GK0475.and adjusted by the National Geodetic Survey in June 1991..
 GK0475
 GK0475.The geoid height was determined by GEOID03.
 GK0475
 GK0475.The dynamic height is computed by dividing the NAVD 88
 GK0475.geopotential number by the normal gravity value computed on the
 GK0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0475.degrees latitude (g = 980.6199 gals.).
 GK0475
 GK0475.The modeled gravity was interpolated from observed gravity values.
 GK0475
 GK0475;                    North         East    Units  Estimated Accuracy
 GK0475;SPC TX N     - 1,258,130.      193,760.      MT  (+/- 180 meters Scaled)
 GK0475
 GK0475                          SUPERSEDED SURVEY CONTROL
 GK0475
 GK0475  NGVD 29 (??/??/92)  985.480  (m)         3233.20   (f) ADJ UNCH    2 0
 GK0475
 GK0475.Superseded values are not recommended for survey control.
 GK0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0475.See file dsdata.txt to determine how the superseded data were derived.
 GK0475
 GK0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF693232(NAD 83)
 GK0475_MARKER: DB = BENCH MARK DISK
 GK0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0475_STAMPING: Q 254 1934
 GK0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0475+STABILITY: SURFACE MOTION
 GK0475
 GK0475  HISTORY     - Date     Condition        Report By
 GK0475  HISTORY     - 1934     MONUMENTED       CGS
 GK0475  HISTORY     - 1952     GOOD             NGS
 GK0475
 GK0475                          STATION DESCRIPTION
 GK0475
 GK0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0475'13.5 MI NW FROM GRUVER.
 GK0475'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0475'THENCE 6.0 MILES WEST ALONG FARM ROAD 289, THENCE 1.0 MILE NORTH ALONG
 GK0475'FARM ROAD 1262, THENCE 2.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 GK0475'3.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.15 MILES WEST ALONG
 GK0475'AN ABANDONED PRIVATE ROAD, 0.4 MILE SOUTHWEST OF A WINDMILL, 0.4 MILE
 GK0475'EAST OF A LARGE DRY CREEK, 44 FEET NORTH OF THE CENTER LINE OF THE
 GK0475'ROAD, 0.2 MILE SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN
 GK0475'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0117 ***********************************************************************
 GK0117  DESIGNATION -  Q 255
 GK0117  PID         -  GK0117
 GK0117  STATE/COUNTY-  TX/OCHILTREE
 GK0117  USGS QUAD   -  PERRYTON (1973)
 GK0117
 GK0117                         *CURRENT SURVEY CONTROL
 GK0117  ___________________________________________________________________
 GK0117* NAD 83(1986)-  36 25 21.     (N)    100 45 30.     (W)     SCALED    
 GK0117* NAVD 88     -       887.939  (meters)    2913.18   (feet)  ADJUSTED  
 GK0117  ___________________________________________________________________
 GK0117  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GK0117  DYNAMIC HT  -         887.014 (meters)    2910.15  (feet)  COMP
 GK0117  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 GK0117
 GK0117  VERT ORDER  -  SECOND    CLASS 0
 GK0117
 GK0117.The horizontal coordinates were scaled from a topographic map and have
 GK0117.an estimated accuracy of +/- 6 seconds.
 GK0117
 GK0117.The orthometric height was determined by differential leveling
 GK0117.and adjusted by the National Geodetic Survey in June 1991..
 GK0117
 GK0117.The geoid height was determined by GEOID03.
 GK0117
 GK0117.The dynamic height is computed by dividing the NAVD 88
 GK0117.geopotential number by the normal gravity value computed on the
 GK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0117.degrees latitude (g = 980.6199 gals.).
 GK0117
 GK0117.The modeled gravity was interpolated from observed gravity values.
 GK0117
 GK0117;                    North         East    Units  Estimated Accuracy
 GK0117;SPC TX N     - 1,269,010.      266,520.      MT  (+/- 180 meters Scaled)
 GK0117
 GK0117                          SUPERSEDED SURVEY CONTROL
 GK0117
 GK0117  NGVD 29 (??/??/92)  887.564  (m)         2911.95   (f) ADJ UNCH    2 0
 GK0117
 GK0117.Superseded values are not recommended for survey control.
 GK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0117.See file dsdata.txt to determine how the superseded data were derived.
 GK0117
 GK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF423322(NAD 83)
 GK0117_MARKER: DB = BENCH MARK DISK
 GK0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0117_STAMPING: Q-255 1934
 GK0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0117+STABILITY: SURFACE MOTION
 GK0117
 GK0117  HISTORY     - Date     Condition        Report By
 GK0117  HISTORY     - 1934     MONUMENTED       CGS
 GK0117  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0117
 GK0117                          STATION DESCRIPTION
 GK0117
 GK0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0117'2.9 MI E FROM PERRYTON.
 GK0117'2.9 MILES EAST OF PERRYTON P. AND SF. RR. STATION 54 FEET NORTH OF
 GK0117'CENTER-LINE OF HWY. 117, 42 FEET SOUTH OF NEAREST RAIL OF PANHANDLE
 GK0117'AND SANTA RAILROAD TRACK, ON OPPOSITE SIDE OF THE TRACK OF MILEPOST
 GK0117'55.
 GK0117
 GK0117                          STATION RECOVERY (1972)
 GK0117
 GK0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0614 ***********************************************************************
 FL0614  DESIGNATION -  Q 256
 FL0614  PID         -  FL0614
 FL0614  STATE/COUNTY-  TX/ROBERTS
 FL0614  USGS QUAD   -  LORA (1967)
 FL0614
 FL0614                         *CURRENT SURVEY CONTROL
 FL0614  ___________________________________________________________________
 FL0614* NAD 83(1986)-  35 43 17.     (N)    100 35 49.     (W)     SCALED    
 FL0614* NAVD 88     -       824.511  (meters)    2705.08   (feet)  ADJUSTED  
 FL0614  ___________________________________________________________________
 FL0614  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FL0614  DYNAMIC HT  -         823.608 (meters)    2702.12  (feet)  COMP
 FL0614  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 FL0614
 FL0614  VERT ORDER  -  SECOND    CLASS 0
 FL0614
 FL0614.The horizontal coordinates were scaled from a topographic map and have
 FL0614.an estimated accuracy of +/- 6 seconds.
 FL0614
 FL0614.The orthometric height was determined by differential leveling
 FL0614.and adjusted by the National Geodetic Survey in June 1991..
 FL0614
 FL0614.The geoid height was determined by GEOID03.
 FL0614
 FL0614.The dynamic height is computed by dividing the NAVD 88
 FL0614.geopotential number by the normal gravity value computed on the
 FL0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0614.degrees latitude (g = 980.6199 gals.).
 FL0614
 FL0614.The modeled gravity was interpolated from observed gravity values.
 FL0614
 FL0614;                    North         East    Units  Estimated Accuracy
 FL0614;SPC TX N     - 1,191,340.      281,700.      MT  (+/- 180 meters Scaled)
 FL0614
 FL0614                          SUPERSEDED SURVEY CONTROL
 FL0614
 FL0614  NGVD 29 (??/??/92)  824.133  (m)         2703.84   (f) ADJ UNCH    2 0
 FL0614
 FL0614.Superseded values are not recommended for survey control.
 FL0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0614.See file dsdata.txt to determine how the superseded data were derived.
 FL0614
 FL0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE555542(NAD 83)
 FL0614_MARKER: DB = BENCH MARK DISK
 FL0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0614_STAMPING: Q-256 1934
 FL0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0614+STABILITY: SURFACE MOTION
 FL0614
 FL0614  HISTORY     - Date     Condition        Report By
 FL0614  HISTORY     - 1934     MONUMENTED       CGS
 FL0614  HISTORY     - 1941     GOOD             NGS
 FL0614
 FL0614                          STATION DESCRIPTION
 FL0614
 FL0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0614'3.2 MI NE FROM MIAMA.
 FL0614'3.2 MILES NORTHEAST OF MIAMI P. AND S.F. RR. STATION 0.25 MILE
 FL0614'NORTHEAST OF MILE POLE 474.  85 FEET SOUTHEAST OF NEAREST RAIL OF
 FL0614'PANHANDLE AND SANTA FE RAILWAY TRACK.  28 FEET SOUTH OF TENTH POLE
 FL0614'NORTHEAST OF MILE POLE.
 FL0614
 FL0614                          STATION RECOVERY (1941)
 FL0614
 FL0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 FL0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0064 ***********************************************************************
 GK0064  DESIGNATION -  Q 257
 GK0064  PID         -  GK0064
 GK0064  STATE/COUNTY-  TX/LIPSCOMB
 GK0064  USGS QUAD   -  MAGOUN (1972)
 GK0064
 GK0064                         *CURRENT SURVEY CONTROL
 GK0064  ___________________________________________________________________
 GK0064* NAD 83(1986)-  36 22 50.     (N)    100 02 28.     (W)     SCALED    
 GK0064* NAVD 88     -       733.105  (meters)    2405.20   (feet)  ADJUSTED  
 GK0064  ___________________________________________________________________
 GK0064  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GK0064  DYNAMIC HT  -         732.367 (meters)    2402.77  (feet)  COMP
 GK0064  MODELED GRAV-     979,600.6   (mgal)                       NAVD 88
 GK0064
 GK0064  VERT ORDER  -  SECOND    CLASS 0
 GK0064
 GK0064.The horizontal coordinates were scaled from a topographic map and have
 GK0064.an estimated accuracy of +/- 6 seconds.
 GK0064
 GK0064.The orthometric height was determined by differential leveling
 GK0064.and adjusted by the National Geodetic Survey in June 1991..
 GK0064
 GK0064.The geoid height was determined by GEOID03.
 GK0064
 GK0064.The dynamic height is computed by dividing the NAVD 88
 GK0064.geopotential number by the normal gravity value computed on the
 GK0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0064.degrees latitude (g = 980.6199 gals.).
 GK0064
 GK0064.The modeled gravity was interpolated from observed gravity values.
 GK0064
 GK0064;                    North         East    Units  Estimated Accuracy
 GK0064;SPC TX N     - 1,265,070.      330,910.      MT  (+/- 180 meters Scaled)
 GK0064
 GK0064                          SUPERSEDED SURVEY CONTROL
 GK0064
 GK0064  NGVD 29 (??/??/92)  732.791  (m)         2404.17   (f) ADJ UNCH    2 0
 GK0064
 GK0064.Superseded values are not recommended for survey control.
 GK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0064.See file dsdata.txt to determine how the superseded data were derived.
 GK0064
 GK0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF066266(NAD 83)
 GK0064_MARKER: DB = BENCH MARK DISK
 GK0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0064_STAMPING: Q-257 1934
 GK0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0064+STABILITY: SURFACE MOTION
 GK0064
 GK0064  HISTORY     - Date     Condition        Report By
 GK0064  HISTORY     - 1934     MONUMENTED       CGS
 GK0064
 GK0064                          STATION DESCRIPTION
 GK0064
 GK0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0064'6.9 MI SE FROM FOLLETT.
 GK0064'6.9 MILES SOUTHEAST OF P. AND S. F.RR. STATION AT FOLLETT 85 FEET
 GK0064'NORTH OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILWAY TRACK.  30
 GK0064'FEET EAST OF CENTER LINE OF SECTION LINE ROAD.  10 FEET SOUTHWEST OF
 GK0064'FIFTH POLE EAST OF MILE POLE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0740 ***********************************************************************
 BZ0740  DESIGNATION -  Q 258
 BZ0740  PID         -  BZ0740
 BZ0740  STATE/COUNTY-  TX/HILL
 BZ0740  USGS QUAD   -  ABBOTT (1979)
 BZ0740
 BZ0740                         *CURRENT SURVEY CONTROL
 BZ0740  ___________________________________________________________________
 BZ0740* NAD 83(1986)-  31 59 19.     (N)    097 01 52.     (W)     SCALED    
 BZ0740* NAVD 88     -       211.889  (meters)     695.17   (feet)  ADJUSTED  
 BZ0740  ___________________________________________________________________
 BZ0740  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BZ0740  DYNAMIC HT  -         211.629 (meters)     694.32  (feet)  COMP
 BZ0740  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 BZ0740
 BZ0740  VERT ORDER  -  FIRST     CLASS II
 BZ0740
 BZ0740.The horizontal coordinates were scaled from a topographic map and have
 BZ0740.an estimated accuracy of +/- 6 seconds.
 BZ0740
 BZ0740.The orthometric height was determined by differential leveling
 BZ0740.and adjusted by the National Geodetic Survey in June 1991..
 BZ0740.WARNING-Repeat measurements at this control monument indicate possible
 BZ0740.vertical movement.
 BZ0740
 BZ0740.The geoid height was determined by GEOID03.
 BZ0740
 BZ0740.The dynamic height is computed by dividing the NAVD 88
 BZ0740.geopotential number by the normal gravity value computed on the
 BZ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0740.degrees latitude (g = 980.6199 gals.).
 BZ0740
 BZ0740.The modeled gravity was interpolated from observed gravity values.
 BZ0740
 BZ0740;                    North         East    Units  Estimated Accuracy
 BZ0740;SPC TXNC     - 2,036,670.      738,820.      MT  (+/- 180 meters Scaled)
 BZ0740
 BZ0740                          SUPERSEDED SURVEY CONTROL
 BZ0740
 BZ0740  NGVD 29 (??/??/92)  211.861  (m)          695.08   (f) ADJ UNCH    1 2
 BZ0740
 BZ0740.Superseded values are not recommended for survey control.
 BZ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0740.See file dsdata.txt to determine how the superseded data were derived.
 BZ0740
 BZ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA860408(NAD 83)
 BZ0740_MARKER: DB = BENCH MARK DISK
 BZ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0740_STAMPING: Q 258 1952
 BZ0740_PROJECTION: RECESSED 6 CENTIMETERS
 BZ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0740+STABILITY: SURFACE MOTION
 BZ0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0740+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ0740
 BZ0740  HISTORY     - Date     Condition        Report By
 BZ0740  HISTORY     - 1952     MONUMENTED       CGS
 BZ0740  HISTORY     - 1980     GOOD             NGS
 BZ0740  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 BZ0740  HISTORY     - 19950715 GOOD             USPSQD
 BZ0740  HISTORY     - 20031011 GOOD             USPSQD
 BZ0740
 BZ0740                          STATION DESCRIPTION
 BZ0740
 BZ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0740'2.3 MI NW FROM BYNUM.
 BZ0740'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 BZ0740'BYNUM, 0.3 MILE NORTHWEST OF A FARMHOUSE, 48 FEET SOUTHWEST OF THE
 BZ0740'CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTHEAST OF A TELEPHONE POLE,
 BZ0740'2.7 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BZ0740'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0740
 BZ0740                          STATION RECOVERY (1980)
 BZ0740
 BZ0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0740'0.8 KM. (0.5 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ0740'COURTHOUSE IN HILLSBORO, THENCE 10.15 KM. (6.3 MI.) SOUTHEAST ALONG
 BZ0740'STATE HIGHWAY 171, AT A FIELD ROAD LEADING SOUTHWEST, 14.6 M.
 BZ0740'(48.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.7 M.
 BZ0740'(22.0 FT.) SOUTHEAST OF THE CENTERLINE OF THE FIELD ROAD, 0.8 M.
 BZ0740'(2.5 FT.) SOUTHEAST OF A POWERLINE POLE WITH GUY WIRE, 0.5 M.
 BZ0740'(1.5 FT.) SOUTHWEST OF A TELEPHONE JUNCTION BOX.
 BZ0740'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 BZ0740'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BZ0740
 BZ0740                          STATION RECOVERY (1995)
 BZ0740
 BZ0740'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0740'MARK NOT FOUND.
 BZ0740
 BZ0740                          STATION RECOVERY (1995)
 BZ0740
 BZ0740'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0740'RECOVERED IN GOOD CONDITION.
 BZ0740
 BZ0740                          STATION RECOVERY (2003)
 BZ0740
 BZ0740'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0238 ***********************************************************************
 GL0238  DESIGNATION -  Q 259
 GL0238  PID         -  GL0238
 GL0238  STATE/COUNTY-  TX/SHERMAN
 GL0238  USGS QUAD   -  LAUTZ (1965)
 GL0238
 GL0238                         *CURRENT SURVEY CONTROL
 GL0238  ___________________________________________________________________
 GL0238* NAD 83(1986)-  36 08 23.     (N)    102 00 28.     (W)     SCALED    
 GL0238* NAVD 88     -      1091.787  (meters)    3581.97   (feet)  ADJUSTED  
 GL0238  ___________________________________________________________________
 GL0238  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 GL0238  DYNAMIC HT  -        1090.561 (meters)    3577.95  (feet)  COMP
 GL0238  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 GL0238
 GL0238  VERT ORDER  -  SECOND    CLASS 0
 GL0238
 GL0238.The horizontal coordinates were scaled from a topographic map and have
 GL0238.an estimated accuracy of +/- 6 seconds.
 GL0238
 GL0238.The orthometric height was determined by differential leveling
 GL0238.and adjusted by the National Geodetic Survey in June 1991..
 GL0238
 GL0238.The geoid height was determined by GEOID03.
 GL0238
 GL0238.The dynamic height is computed by dividing the NAVD 88
 GL0238.geopotential number by the normal gravity value computed on the
 GL0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0238.degrees latitude (g = 980.6199 gals.).
 GL0238
 GL0238.The modeled gravity was interpolated from observed gravity values.
 GL0238
 GL0238;                    North         East    Units  Estimated Accuracy
 GL0238;SPC TX N     - 1,237,500.      154,300.      MT  (+/- 180 meters Scaled)
 GL0238
 GL0238                          SUPERSEDED SURVEY CONTROL
 GL0238
 GL0238  NGVD 29 (??/??/92) 1091.27   (m)         3580.3    (f) COMPUTED    2 0
 GL0238
 GL0238.Superseded values are not recommended for survey control.
 GL0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0238.See file dsdata.txt to determine how the superseded data were derived.
 GL0238
 GL0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA692035(NAD 83)
 GL0238_MARKER: DB = BENCH MARK DISK
 GL0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0238_STAMPING: Q 259 1952
 GL0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0238+STABILITY: SURFACE MOTION
 GL0238
 GL0238  HISTORY     - Date     Condition        Report By
 GL0238  HISTORY     - 1952     MONUMENTED       CGS
 GL0238
 GL0238                          STATION DESCRIPTION
 GL0238
 GL0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0238'8.7 MI N FROM ETTER.
 GL0238'7.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT ETTER,
 GL0238'THENCE 0.9 MILE EAST ALONG A NEW FARM TO MARKET ROAD, 82 FEET WEST OF
 GL0238'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 54 FEET SOUTH OF THE CENTER
 GL0238'LINE OF AN EAST AND WEST ROAD, 2 FEET NORTHEAST OF A FENCE CORNER, 1.5
 GL0238'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0238'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0447 ***********************************************************************
 GK0447  DESIGNATION -  Q 260
 GK0447  PID         -  GK0447
 GK0447  STATE/COUNTY-  TX/SHERMAN
 GK0447  USGS QUAD   -  STEVENS SE (1974)
 GK0447
 GK0447                         *CURRENT SURVEY CONTROL
 GK0447  ___________________________________________________________________
 GK0447* NAD 83(1986)-  36 19 43.     (N)    101 50 29.     (W)     SCALED    
 GK0447* NAVD 88     -      1071.483  (meters)    3515.36   (feet)  ADJUSTED  
 GK0447  ___________________________________________________________________
 GK0447  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 GK0447  DYNAMIC HT  -        1070.308 (meters)    3511.50  (feet)  COMP
 GK0447  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 GK0447
 GK0447  VERT ORDER  -  SECOND    CLASS 0
 GK0447
 GK0447.The horizontal coordinates were scaled from a topographic map and have
 GK0447.an estimated accuracy of +/- 6 seconds.
 GK0447
 GK0447.The orthometric height was determined by differential leveling
 GK0447.and adjusted by the National Geodetic Survey in June 1991..
 GK0447
 GK0447.The geoid height was determined by GEOID03.
 GK0447
 GK0447.The dynamic height is computed by dividing the NAVD 88
 GK0447.geopotential number by the normal gravity value computed on the
 GK0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0447.degrees latitude (g = 980.6199 gals.).
 GK0447
 GK0447.The modeled gravity was interpolated from observed gravity values.
 GK0447
 GK0447;                    North         East    Units  Estimated Accuracy
 GK0447;SPC TX N     - 1,258,400.      169,350.      MT  (+/- 180 meters Scaled)
 GK0447
 GK0447                          SUPERSEDED SURVEY CONTROL
 GK0447
 GK0447  NGVD 29 (??/??/92) 1071.013  (m)         3513.82   (f) ADJ UNCH    2 0
 GK0447
 GK0447.Superseded values are not recommended for survey control.
 GK0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0447.See file dsdata.txt to determine how the superseded data were derived.
 GK0447
 GK0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF449241(NAD 83)
 GK0447_MARKER: DB = BENCH MARK DISK
 GK0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0447_STAMPING: Q 260 1952
 GK0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0447+STABILITY: SURFACE MOTION
 GK0447
 GK0447  HISTORY     - Date     Condition        Report By
 GK0447  HISTORY     - 1952     MONUMENTED       CGS
 GK0447
 GK0447                          STATION DESCRIPTION
 GK0447
 GK0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0447'13.1 MI E FROM STRATFORD.
 GK0447'13.1 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0447'PACIFIC RAILROAD STATION AT STRATFORD, AT AN INTERSECTION WITH A NORTH
 GK0447'AND SOUTH ROAD, 93 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH
 GK0447'ROAD, 49 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 64 FEET EAST
 GK0447'OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS
 GK0447'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GK0447'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0398 ***********************************************************************
 DO0398  DESIGNATION -  Q 261
 DO0398  PID         -  DO0398
 DO0398  STATE/COUNTY-  TX/BAYLOR
 DO0398  USGS QUAD   -  SOUTHEAST LAKE KEMP (1966)
 DO0398
 DO0398                         *CURRENT SURVEY CONTROL
 DO0398  ___________________________________________________________________
 DO0398* NAD 83(1986)-  33 40 25.     (N)    099 08 20.     (W)     SCALED    
 DO0398* NAVD 88     -       399.190  (meters)    1309.68   (feet)  ADJUSTED  
 DO0398  ___________________________________________________________________
 DO0398  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DO0398  DYNAMIC HT  -         398.734 (meters)    1308.18  (feet)  COMP
 DO0398  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 DO0398
 DO0398  VERT ORDER  -  SECOND    CLASS 0
 DO0398
 DO0398.The horizontal coordinates were scaled from a topographic map and have
 DO0398.an estimated accuracy of +/- 6 seconds.
 DO0398
 DO0398.The orthometric height was determined by differential leveling
 DO0398.and adjusted by the National Geodetic Survey in June 1991..
 DO0398
 DO0398.The geoid height was determined by GEOID03.
 DO0398
 DO0398.The dynamic height is computed by dividing the NAVD 88
 DO0398.geopotential number by the normal gravity value computed on the
 DO0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0398.degrees latitude (g = 980.6199 gals.).
 DO0398
 DO0398.The modeled gravity was interpolated from observed gravity values.
 DO0398
 DO0398;                    North         East    Units  Estimated Accuracy
 DO0398;SPC TXNC     - 2,222,740.      540,760.      MT  (+/- 180 meters Scaled)
 DO0398
 DO0398                          SUPERSEDED SURVEY CONTROL
 DO0398
 DO0398  NGVD 29 (??/??/92)  399.068  (m)         1309.28   (f) ADJ UNCH    2 0
 DO0398
 DO0398.Superseded values are not recommended for survey control.
 DO0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0398.See file dsdata.txt to determine how the superseded data were derived.
 DO0398
 DO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC871259(NAD 83)
 DO0398_MARKER: DB = BENCH MARK DISK
 DO0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0398_STAMPING: Q 261 1934
 DO0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0398+STABILITY: SURFACE MOTION
 DO0398
 DO0398  HISTORY     - Date     Condition        Report By
 DO0398  HISTORY     - 1934     MONUMENTED       CGS
 DO0398  HISTORY     - 1957     GOOD             NGS
 DO0398
 DO0398                          STATION DESCRIPTION
 DO0398
 DO0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0398'IN MABELLE.
 DO0398'AT MABELLE, BAYLOR COUNTY, ON U. S. HIGHWAY 283, ABOUT 0.2 MILE NORTH
 DO0398'OF THE JUNCTION WITH U. S. HIGHWAY 277, 0.1 MILE NORTHWEST OF A LOT
 DO0398'CORNER, NEAR THE SCHOOLHOUSE, 17 YARDS EAST OF THE CENTERLINE OF THE
 DO0398'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.  NOTE -- THIS MARK WAS
 DO0398'RECOVERED ABOUT 0.25 MILE NORTH OF THE JUNCTION OF U. S. HIGHWAYS 82,
 DO0398'183, 277 AND 283, 4 FEET EAST OF EAST RIGHT OF WAY FENCE AND JUST
 DO0398'SOUTH OF THE GATE AT NORTHWEST CORNER OF A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1164 ***********************************************************************
 CS1164  DESIGNATION -  Q 262
 CS1164  PID         -  CS1164
 CS1164  STATE/COUNTY-  TX/DALLAS
 CS1164  USGS QUAD   -  DALLAS (1981)
 CS1164
 CS1164                         *CURRENT SURVEY CONTROL
 CS1164  ___________________________________________________________________
 CS1164* NAD 83(1986)-  32 50 37.     (N)    096 51 48.     (W)     SCALED    
 CS1164* NAVD 88     -       140.881  (meters)     462.21   (feet)  ADJUSTED  
 CS1164  ___________________________________________________________________
 CS1164  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CS1164  DYNAMIC HT  -         140.721 (meters)     461.68  (feet)  COMP
 CS1164  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CS1164
 CS1164  VERT ORDER  -  FIRST     CLASS II
 CS1164
 CS1164.The horizontal coordinates were scaled from a topographic map and have
 CS1164.an estimated accuracy of +/- 6 seconds.
 CS1164
 CS1164.The orthometric height was determined by differential leveling
 CS1164.and adjusted by the National Geodetic Survey in June 1991..
 CS1164
 CS1164.The geoid height was determined by GEOID03.
 CS1164
 CS1164.The dynamic height is computed by dividing the NAVD 88
 CS1164.geopotential number by the normal gravity value computed on the
 CS1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1164.degrees latitude (g = 980.6199 gals.).
 CS1164
 CS1164.The modeled gravity was interpolated from observed gravity values.
 CS1164
 CS1164;                    North         East    Units  Estimated Accuracy
 CS1164;SPC TXNC     - 2,131,700.      753,200.      MT  (+/- 180 meters Scaled)
 CS1164
 CS1164                          SUPERSEDED SURVEY CONTROL
 CS1164
 CS1164  NGVD 29 (??/??/92)  140.898  (m)          462.26   (f) ADJ UNCH    1 2
 CS1164
 CS1164.Superseded values are not recommended for survey control.
 CS1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1164.See file dsdata.txt to determine how the superseded data were derived.
 CS1164
 CS1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB999359(NAD 83)
 CS1164_MARKER: DB = BENCH MARK DISK
 CS1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1164_STAMPING: Q 262 1934
 CS1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1164+STABILITY: SURFACE MOTION
 CS1164
 CS1164  HISTORY     - Date     Condition        Report By
 CS1164  HISTORY     - 1934     MONUMENTED       CGS
 CS1164  HISTORY     - 1958     GOOD             NGS
 CS1164  HISTORY     - 1965     GOOD             NGS
 CS1164
 CS1164                          STATION DESCRIPTION
 CS1164
 CS1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1164'1.55 MI SE FROM DALLAS.
 CS1164'ABOUT 0.1 MILE EAST ALONG NORTHWEST HIGHWAY, OR LOOP 12, FROM THE
 CS1164'TRAFFIC CIRCLE AT THE JUNCTION OF STATE HIGHWAY 114, THENCE ABOUT 1.45
 CS1164'MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD, 107 FEET
 CS1164'NORTHWEST OF THE CENTER OF THE CROSSING OF WYMAN STREET, 30 FEET
 CS1164'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF THE MAIN TRACK, 44 FEET
 CS1164'SOUTH-SOUTHWEST OF THE CENTER LINE OF DENTON DRIVE, 12 FEET
 CS1164'EAST-SOUTHEAST OF A POWER POLE, 1 1/2 FEET WEST OF A CONCRETE WITNESS
 CS1164'POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST 6
 CS1164'INCHES BELOW THE GROUND.
 CS1164
 CS1164                          STATION RECOVERY (1965)
 CS1164
 CS1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CS1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0302 ***********************************************************************
 DN0302  DESIGNATION -  Q 263
 DN0302  PID         -  DN0302
 DN0302  STATE/COUNTY-  TX/GRAYSON
 DN0302  USGS QUAD   -  GUNTER (1974)
 DN0302
 DN0302                         *CURRENT SURVEY CONTROL
 DN0302  ___________________________________________________________________
 DN0302* NAD 83(1986)-  33 26 56.     (N)    096 44 51.     (W)     SCALED    
 DN0302* NAVD 88     -       215.041  (meters)     705.51   (feet)  ADJUSTED  
 DN0302  ___________________________________________________________________
 DN0302  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DN0302  DYNAMIC HT  -         214.816 (meters)     704.78  (feet)  COMP
 DN0302  MODELED GRAV-     979,585.5   (mgal)                       NAVD 88
 DN0302
 DN0302  VERT ORDER  -  SECOND    CLASS 0
 DN0302
 DN0302.The horizontal coordinates were scaled from a topographic map and have
 DN0302.an estimated accuracy of +/- 6 seconds.
 DN0302
 DN0302.The orthometric height was determined by differential leveling
 DN0302.and adjusted by the National Geodetic Survey in June 1991..
 DN0302
 DN0302.The geoid height was determined by GEOID03.
 DN0302
 DN0302.The dynamic height is computed by dividing the NAVD 88
 DN0302.geopotential number by the normal gravity value computed on the
 DN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0302.degrees latitude (g = 980.6199 gals.).
 DN0302
 DN0302.The modeled gravity was interpolated from observed gravity values.
 DN0302
 DN0302;                    North         East    Units  Estimated Accuracy
 DN0302;SPC TXNC     - 2,198,990.      762,920.      MT  (+/- 180 meters Scaled)
 DN0302
 DN0302                          SUPERSEDED SURVEY CONTROL
 DN0302
 DN0302  NGVD 29 (??/??/92)  215.049  (m)          705.54   (f) ADJ UNCH    2 0
 DN0302
 DN0302.Superseded values are not recommended for survey control.
 DN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0302.See file dsdata.txt to determine how the superseded data were derived.
 DN0302
 DN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC093033(NAD 83)
 DN0302_MARKER: DB = BENCH MARK DISK
 DN0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0302_SP_SET: FOOTING
 DN0302_STAMPING: Q 263 1934
 DN0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0302
 DN0302  HISTORY     - Date     Condition        Report By
 DN0302  HISTORY     - 1934     MONUMENTED       CGS
 DN0302  HISTORY     - 1952     GOOD             NGS
 DN0302  HISTORY     - 19990213 GOOD             USPSQD
 DN0302
 DN0302                          STATION DESCRIPTION
 DN0302
 DN0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0302'IN GUNTER.
 DN0302'AT GUNTER, 150 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE ST.
 DN0302'LOUIS, SAN FRANCISCO AND TEXAS RAILROAD STATION, AT THE CITY WATER
 DN0302'TOWER, SET IN THE TOP OF THE SOUTHWEST SIDE OF THE SOUTHWEST CONCRETE
 DN0302'FOOTING OF THE SOUTHWEST STEEL LEG OF THE WATER TOWER.
 DN0302
 DN0302                          STATION RECOVERY (1999)
 DN0302
 DN0302'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0386 ***********************************************************************
 DN0386  DESIGNATION -  Q 264
 DN0386  PID         -  DN0386
 DN0386  STATE/COUNTY-  TX/COLLIN
 DN0386  USGS QUAD   -  MC KINNEY EAST (1973)
 DN0386
 DN0386                         *CURRENT SURVEY CONTROL
 DN0386  ___________________________________________________________________
 DN0386* NAD 83(1986)-  33 11 50.     (N)    096 36 55.     (W)     SCALED    
 DN0386* NAVD 88     -       192.735  (meters)     632.33   (feet)  ADJUSTED  
 DN0386  ___________________________________________________________________
 DN0386  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DN0386  DYNAMIC HT  -         192.526 (meters)     631.65  (feet)  COMP
 DN0386  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 DN0386
 DN0386  VERT ORDER  -  SECOND    CLASS 0
 DN0386
 DN0386.The horizontal coordinates were scaled from a topographic map and have
 DN0386.an estimated accuracy of +/- 6 seconds.
 DN0386
 DN0386.The orthometric height was determined by differential leveling
 DN0386.and adjusted by the National Geodetic Survey in June 1991..
 DN0386
 DN0386.The geoid height was determined by GEOID03.
 DN0386
 DN0386.The dynamic height is computed by dividing the NAVD 88
 DN0386.geopotential number by the normal gravity value computed on the
 DN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0386.degrees latitude (g = 980.6199 gals.).
 DN0386
 DN0386.The modeled gravity was interpolated from observed gravity values.
 DN0386
 DN0386;                    North         East    Units  Estimated Accuracy
 DN0386;SPC TXNC     - 2,171,300.      775,710.      MT  (+/- 180 meters Scaled)
 DN0386
 DN0386                          SUPERSEDED SURVEY CONTROL
 DN0386
 DN0386  NGVD 29 (??/??/92)  192.749  (m)          632.38   (f) ADJ UNCH    2 0
 DN0386
 DN0386.Superseded values are not recommended for survey control.
 DN0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0386.See file dsdata.txt to determine how the superseded data were derived.
 DN0386
 DN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB223756(NAD 83)
 DN0386_MARKER: DB = BENCH MARK DISK
 DN0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0386_SP_SET: ABUTMENT
 DN0386_STAMPING: Q 264 1934
 DN0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0386+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0386
 DN0386  HISTORY     - Date     Condition        Report By
 DN0386  HISTORY     - 1934     MONUMENTED       CGS
 DN0386  HISTORY     - 1954     GOOD             NGS
 DN0386  HISTORY     - 19910707 GOOD             USPSQD
 DN0386  HISTORY     - 20020803 GOOD             GEOCAC
 DN0386  HISTORY     - 20051031 GOOD             BOHAN
 DN0386
 DN0386                          STATION DESCRIPTION
 DN0386
 DN0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0386'IN MCKINNEY.
 DN0386'AT MCKINNEY, AT THE COUNTY COURTHOUSE, AT THE SOUTH ENTRANCE, IN THE
 DN0386'TOP OF THE CONCRETE ABUTMENT, AND AT THE SIDE OF A STEP.
 DN0386
 DN0386                          STATION RECOVERY (1991)
 DN0386
 DN0386'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0386'RECOVERED IN GOOD CONDITION.
 DN0386
 DN0386                          STATION RECOVERY (2002)
 DN0386
 DN0386'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 DN0386'RECOVERED IN GOOD CONDITION.
 DN0386
 DN0386                          STATION RECOVERY (2005)
 DN0386
 DN0386'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1154 ***********************************************************************
 CS1154  DESIGNATION -  Q 265
 CS1154  PID         -  CS1154
 CS1154  STATE/COUNTY-  TX/DALLAS
 CS1154  USGS QUAD   -  LANCASTER (1981)
 CS1154
 CS1154                         *CURRENT SURVEY CONTROL
 CS1154  ___________________________________________________________________
 CS1154* NAD 83(1986)-  32 34 43.     (N)    096 45 28.     (W)     SCALED    
 CS1154* NAVD 88     -       144.594  (meters)     474.39   (feet)  ADJUSTED  
 CS1154  ___________________________________________________________________
 CS1154  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CS1154  DYNAMIC HT  -         144.426 (meters)     473.84  (feet)  COMP
 CS1154  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 CS1154
 CS1154  VERT ORDER  -  SECOND    CLASS 0
 CS1154
 CS1154.The horizontal coordinates were scaled from a topographic map and have
 CS1154.an estimated accuracy of +/- 6 seconds.
 CS1154
 CS1154.The orthometric height was determined by differential leveling
 CS1154.and adjusted by the National Geodetic Survey in June 1991..
 CS1154
 CS1154.The geoid height was determined by GEOID03.
 CS1154
 CS1154.The dynamic height is computed by dividing the NAVD 88
 CS1154.geopotential number by the normal gravity value computed on the
 CS1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1154.degrees latitude (g = 980.6199 gals.).
 CS1154
 CS1154.The modeled gravity was interpolated from observed gravity values.
 CS1154
 CS1154;                    North         East    Units  Estimated Accuracy
 CS1154;SPC TXNC     - 2,102,480.      763,560.      MT  (+/- 180 meters Scaled)
 CS1154
 CS1154                          SUPERSEDED SURVEY CONTROL
 CS1154
 CS1154  NGVD 29 (??/??/92)  144.600  (m)          474.41   (f) ADJ UNCH    2 0
 CS1154
 CS1154.Superseded values are not recommended for survey control.
 CS1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1154.See file dsdata.txt to determine how the superseded data were derived.
 CS1154
 CS1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB104067(NAD 83)
 CS1154_MARKER: DB = BENCH MARK DISK
 CS1154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1154_SP_SET: BRIDGE
 CS1154_STAMPING: Q 265 1934
 CS1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1154
 CS1154  HISTORY     - Date     Condition        Report By
 CS1154  HISTORY     - 1934     MONUMENTED       CGS
 CS1154  HISTORY     - 1958     GOOD             NGS
 CS1154  HISTORY     - 20030512 GOOD             TX1730
 CS1154
 CS1154                          STATION DESCRIPTION
 CS1154
 CS1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1154'1.0 MI S FROM LANCASTER.
 CS1154'ABOUT 1.0 MILE SOUTH FROM LANCASTER ALONG THE M K T R.R. FROM THE
 CS1154'STATION, IN THE WEST END OF THE NORTH CONCRETE FOUNDATION OF THE
 CS1154'SINGLE SPAN, STEEL BRIDGE OVER TEN MILE CREEK.  IT IS AT BRIDGE NO. D
 CS1154'782.6, 0.1 MILE SOUTH OF STATE HIGHWAY NO. 342 UNDERPASS.  A STANDARD
 CS1154'DISK STAMPED Q 265 1934.
 CS1154
 CS1154                          STATION RECOVERY (2003)
 CS1154
 CS1154'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2140 ***********************************************************************
 BY2140  DESIGNATION -  Q 266
 BY2140  PID         -  BY2140
 BY2140  STATE/COUNTY-  TX/ANDERSON
 BY2140  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2140
 BY2140                         *CURRENT SURVEY CONTROL
 BY2140  ___________________________________________________________________
 BY2140* NAD 83(1986)-  31 46 48.     (N)    095 38 58.     (W)     SCALED    
 BY2140* NAVD 88     -       191.175  (meters)     627.21   (feet)  ADJUSTED  
 BY2140  ___________________________________________________________________
 BY2140  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BY2140  DYNAMIC HT  -         190.943 (meters)     626.45  (feet)  COMP
 BY2140  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 BY2140
 BY2140  VERT ORDER  -  SECOND    CLASS 0
 BY2140
 BY2140.The horizontal coordinates were scaled from a topographic map and have
 BY2140.an estimated accuracy of +/- 6 seconds.
 BY2140
 BY2140.The orthometric height was determined by differential leveling
 BY2140.and adjusted by the National Geodetic Survey in June 1991..
 BY2140
 BY2140.The geoid height was determined by GEOID03.
 BY2140
 BY2140.The dynamic height is computed by dividing the NAVD 88
 BY2140.geopotential number by the normal gravity value computed on the
 BY2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2140.degrees latitude (g = 980.6199 gals.).
 BY2140
 BY2140.The modeled gravity was interpolated from observed gravity values.
 BY2140
 BY2140;                    North         East    Units  Estimated Accuracy
 BY2140;SPC TX C     - 3,243,620.    1,143,510.      MT  (+/- 180 meters Scaled)
 BY2140
 BY2140                          SUPERSEDED SURVEY CONTROL
 BY2140
 BY2140  NGVD 29 (??/??/92)  191.148  (m)          627.12   (f) ADJ UNCH    2 0
 BY2140
 BY2140.Superseded values are not recommended for survey control.
 BY2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2140.See file dsdata.txt to determine how the superseded data were derived.
 BY2140
 BY2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR491191(NAD 83)
 BY2140_MARKER: DB = BENCH MARK DISK
 BY2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2140_STAMPING: Q 266 1934
 BY2140_MARK LOGO: CGS   
 BY2140_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2140+STABILITY: SURFACE MOTION
 BY2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2140+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1997
 BY2140
 BY2140  HISTORY     - Date     Condition        Report By
 BY2140  HISTORY     - 1934     MONUMENTED       CGS
 BY2140  HISTORY     - 1977     GOOD             USGS
 BY2140  HISTORY     - 19971016 GOOD             NGS
 BY2140  HISTORY     - 20020824 GOOD             USPSQD
 BY2140
 BY2140                          STATION DESCRIPTION
 BY2140
 BY2140'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY2140'1.9 MI NW FROM PALESTINE.
 BY2140'1.9 MILES NORTHWEST OF THE POST OFFICE AT PALESTINE, ANDERSON COUNTY,
 BY2140'ALONG NORTH JACKSON STREET, AT THE INTERSECTION OF THRALL STREET, 45
 BY2140'FEET SOUTHWEST OF THE INTERSECTION, 32 FEET SOUTH OF NORTH JACKSON
 BY2140'STREET, 32 FEET WEST OF THRALL STREET, AND 3 FEET WEST OF A
 BY2140'POWER-TRANSMISSION POLE.  A STANDARD DISK, STAMPED Q 266 1934 AND SET
 BY2140'IN THE TOP OF A CONCRETE POST.
 BY2140
 BY2140                          STATION RECOVERY (1997)
 BY2140
 BY2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2140'IN PALESTINE, AT THE INTERSECTION OF THRELL AND NORTH JACKSON STREETS,
 BY2140'9.6 M (31.5 FT) WEST OF THE CENTER OF NORTH JACKSON STREET, 7.9 M
 BY2140'(25.9 FT) NORTH OF THE CENTER OF THRELL STREET, 0.5 M (1.6 FT) NORTH
 BY2140'OF T-JUNCTION UTILITY LIGHT POLE NUMBER 3455 799 1517, 0.3 M (1.0 FT)
 BY2140'ABOVE THE LEVEL OF THE STREETS, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 BY2140'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BY2140
 BY2140                          STATION RECOVERY (2002)
 BY2140
 BY2140'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0336 ***********************************************************************
 CS0336  DESIGNATION -  Q 267
 CS0336  PID         -  CS0336
 CS0336  STATE/COUNTY-  TX/KAUFMAN
 CS0336  USGS QUAD   -  MABANK (1981)
 CS0336
 CS0336                         *CURRENT SURVEY CONTROL
 CS0336  ___________________________________________________________________
 CS0336* NAD 83(1993)-  32 21 31.65948(N)    096 05 14.41126(W)     ADJUSTED  
 CS0336* NAVD 88     -       124.761  (meters)     409.32   (feet)  ADJUSTED  
 CS0336  ___________________________________________________________________
 CS0336  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CS0336  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0336  DYNAMIC HT  -         124.619 (meters)     408.85  (feet)  COMP
 CS0336  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 CS0336
 CS0336  HORZ ORDER  -  SECOND
 CS0336  VERT ORDER  -  SECOND    CLASS 0
 CS0336
 CS0336.The horizontal coordinates were established by classical geodetic methods
 CS0336.and adjusted by the National Geodetic Survey in February 1996..
 CS0336
 CS0336.The orthometric height was determined by differential leveling
 CS0336.and adjusted by the National Geodetic Survey in June 1991..
 CS0336.WARNING-Repeat measurements at this control monument indicate possible
 CS0336.vertical movement.
 CS0336
 CS0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0336
 CS0336.The geoid height was determined by GEOID03.
 CS0336
 CS0336.The dynamic height is computed by dividing the NAVD 88
 CS0336.geopotential number by the normal gravity value computed on the
 CS0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0336.degrees latitude (g = 980.6199 gals.).
 CS0336
 CS0336.The modeled gravity was interpolated from observed gravity values.
 CS0336
 CS0336;                    North         East     Units Scale Factor Converg.
 CS0336;SPC TXNC     - 2,079,358.563   827,055.494   MT  0.99994519   +1 18 57.1
 CS0336;SPC TXNC     - 6,822,028.89  2,713,431.23   sFT  0.99994519   +1 18 57.1
 CS0336;UTM  14      - 3,583,937.187   774,090.700   MT  1.00052653   +1 33 35.6
 CS0336
 CS0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0336!SPC TXNC     -   0.99998440  x   0.99994519  =   0.99992959
 CS0336!UTM  14      -   0.99998440  x   1.00052653  =   1.00051092
 CS0336
 CS0336                          SUPERSEDED SURVEY CONTROL
 CS0336
 CS0336  NAD 83(1986)-  32 21 31.66696(N)    096 05 14.39528(W) AD(       ) 2
 CS0336  NAD 27      -  32 21 31.15100(N)    096 05 13.49500(W) AD(       ) 2
 CS0336  NGVD 29 (??/??/92)  124.768  (m)          409.34   (f) ADJ UNCH    2 0
 CS0336
 CS0336.Superseded values are not recommended for survey control.
 CS0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0336.See file dsdata.txt to determine how the superseded data were derived.
 CS0336
 CS0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7409183937(NAD 83)
 CS0336_MARKER: DB = BENCH MARK DISK
 CS0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0336_STAMPING: Q 267 1934
 CS0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0336+STABILITY: SURFACE MOTION
 CS0336
 CS0336  HISTORY     - Date     Condition        Report By
 CS0336  HISTORY     - 1947     MONUMENTED       CGS
 CS0336  HISTORY     - 1947     GOOD             NGS
 CS0336
 CS0336                          STATION DESCRIPTION
 CS0336
 CS0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0336'SEE STATION MABANK
 CS0336
 CS0336                          STATION RECOVERY (1947)
 CS0336
 CS0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0336'0.9 MI SE FROM MABANK.
 CS0336'0.9 MILE SOUTHEAST ALONG THE TRACK FROM THE TEXAS AND NEW ORLEANS
 CS0336'RAILROAD STATION AT MABANK, AT A DIRT ROAD CROSSING, 69.5 FEET
 CS0336'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 175, 43.2 FEET NORTHEAST
 CS0336'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 32.0 FEET SOUTHEAST OF THE
 CS0336'CENTER OF A DIRT ROAD, 1.8 FOOT SOUTHWEST OF A REFERENCE POST, SET IN
 CS0336'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING
 CS0336'0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0473 ***********************************************************************
 CR0473  DESIGNATION -  Q 268
 CR0473  PID         -  CR0473
 CR0473  STATE/COUNTY-  TX/HENDERSON
 CR0473  USGS QUAD   -  CHANDLER (1973)
 CR0473
 CR0473                         *CURRENT SURVEY CONTROL
 CR0473  ___________________________________________________________________
 CR0473* NAD 83(1986)-  32 18 22.     (N)    095 27 54.     (W)     SCALED    
 CR0473* NAVD 88     -       113.967  (meters)     373.91   (feet)  ADJUSTED  
 CR0473  ___________________________________________________________________
 CR0473  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CR0473  DYNAMIC HT  -         113.834 (meters)     373.47  (feet)  COMP
 CR0473  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 CR0473
 CR0473  VERT ORDER  -  SECOND    CLASS 0
 CR0473
 CR0473.The horizontal coordinates were scaled from a topographic map and have
 CR0473.an estimated accuracy of +/- 6 seconds.
 CR0473
 CR0473.The orthometric height was determined by differential leveling
 CR0473.and adjusted by the National Geodetic Survey in June 1991..
 CR0473
 CR0473.The geoid height was determined by GEOID03.
 CR0473
 CR0473.The dynamic height is computed by dividing the NAVD 88
 CR0473.geopotential number by the normal gravity value computed on the
 CR0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0473.degrees latitude (g = 980.6199 gals.).
 CR0473
 CR0473.The modeled gravity was interpolated from observed gravity values.
 CR0473
 CR0473;                    North         East    Units  Estimated Accuracy
 CR0473;SPC TXNC     - 2,075,040.      885,780.      MT  (+/- 180 meters Scaled)
 CR0473
 CR0473                          SUPERSEDED SURVEY CONTROL
 CR0473
 CR0473  NGVD 29 (??/??/92)  113.995  (m)          374.00   (f) ADJ UNCH    2 0
 CR0473
 CR0473.Superseded values are not recommended for survey control.
 CR0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0473.See file dsdata.txt to determine how the superseded data were derived.
 CR0473
 CR0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR679770(NAD 83)
 CR0473_MARKER: DB = BENCH MARK DISK
 CR0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0473_STAMPING: Q 268 1934
 CR0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0473+STABILITY: SURFACE MOTION
 CR0473
 CR0473  HISTORY     - Date     Condition        Report By
 CR0473  HISTORY     - 1934     MONUMENTED       CGS
 CR0473  HISTORY     - 1948     GOOD             NGS
 CR0473  HISTORY     - 1966     MARK NOT FOUND   USGS
 CR0473  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 CR0473
 CR0473                          STATION DESCRIPTION
 CR0473
 CR0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0473'0.9 MI E FROM CHANDLER.
 CR0473'0.9 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY OF TEXAS FROM
 CR0473'THE STATION AT CHANDLER, AT THE WEST END OF A LONG FILL, 52.3 FEET
 CR0473'NORTHEAST OF A RAILWAY SWITCH, 35.8 FEET NORTH OF AND 2.0 FEET LOWER
 CR0473'THAN THE NORTH RAIL OF THE TRACK, 25.9 FEET EAST OF THE FIRST POLE
 CR0473'WEST OF MILEPOST 557/20 AND IN LINE WITH THE ROW OF POLES, 1.7 FEET
 CR0473'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CR0473'0.5 FOOT ABOVE THE GROUND.
 CR0473
 CR0473                          STATION RECOVERY (1966)
 CR0473
 CR0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CR0473'MARK NOT FOUND.
 CR0473
 CR0473                          STATION RECOVERY (2004)
 CR0473
 CR0473'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0642 ***********************************************************************
 CS0642  DESIGNATION -  Q 269
 CS0642  PID         -  CS0642
 CS0642  STATE/COUNTY-  TX/NAVARRO
 CS0642  USGS QUAD   -  CORSICANA (1978)
 CS0642
 CS0642                         *CURRENT SURVEY CONTROL
 CS0642  ___________________________________________________________________
 CS0642* NAD 83(1986)-  32 01 58.     (N)    096 23 39.     (W)     SCALED    
 CS0642* NAVD 88     -       134.911  (meters)     442.62   (feet)  ADJUSTED  
 CS0642  ___________________________________________________________________
 CS0642  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0642  DYNAMIC HT  -         134.753 (meters)     442.10  (feet)  COMP
 CS0642  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 CS0642
 CS0642  VERT ORDER  -  SECOND    CLASS 0
 CS0642
 CS0642.The horizontal coordinates were scaled from a topographic map and have
 CS0642.an estimated accuracy of +/- 6 seconds.
 CS0642
 CS0642.The orthometric height was determined by differential leveling
 CS0642.and adjusted by the National Geodetic Survey in June 1991..
 CS0642
 CS0642.The geoid height was determined by GEOID03.
 CS0642
 CS0642.The dynamic height is computed by dividing the NAVD 88
 CS0642.geopotential number by the normal gravity value computed on the
 CS0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0642.degrees latitude (g = 980.6199 gals.).
 CS0642
 CS0642.The modeled gravity was interpolated from observed gravity values.
 CS0642
 CS0642;                    North         East    Units  Estimated Accuracy
 CS0642;SPC TXNC     - 2,042,590.      798,910.      MT  (+/- 180 meters Scaled)
 CS0642
 CS0642                          SUPERSEDED SURVEY CONTROL
 CS0642
 CS0642  NGVD 29 (??/??/92)  134.898  (m)          442.58   (f) ADJ UNCH    2 0
 CS0642
 CS0642.Superseded values are not recommended for survey control.
 CS0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0642.See file dsdata.txt to determine how the superseded data were derived.
 CS0642
 CS0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA460470(NAD 83)
 CS0642_MARKER: DB = BENCH MARK DISK
 CS0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0642_STAMPING: Q 269 1934
 CS0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0642+STABILITY: SURFACE MOTION
 CS0642
 CS0642  HISTORY     - Date     Condition        Report By
 CS0642  HISTORY     - 1934     MONUMENTED       CGS
 CS0642  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0642
 CS0642                          STATION DESCRIPTION
 CS0642
 CS0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0642'2.5 MI NW FROM NAVARRO.
 CS0642'2.5 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 CS0642'THE STATION AT NAVARRO, 64 YARDS SOUTHEAST OF MILEPOST 234, 41 YARDS
 CS0642'SOUTH OF THE TRACK, 23 YARDS SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2
 CS0642'FEET WEST OF A T-FENCE.  A STANDARD DISK, STAMPED Q 269 1934 AND SET
 CS0642'IN THE TOP OF A CONCRETE POST.
 CS0642
 CS0642                          STATION RECOVERY (1965)
 CS0642
 CS0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0083 ***********************************************************************
 BP0083  DESIGNATION -  Q 27
 BP0083  PID         -  BP0083
 BP0083  STATE/COUNTY-  TX/TERRELL
 BP0083  USGS QUAD   -  DRYDEN (1968)
 BP0083
 BP0083                         *CURRENT SURVEY CONTROL
 BP0083  ___________________________________________________________________
 BP0083* NAD 83(1986)-  30 03 07.     (N)    102 03 50.     (W)     SCALED    
 BP0083* NAVD 88     -       613.903  (meters)    2014.11   (feet)  ADJUSTED  
 BP0083  ___________________________________________________________________
 BP0083  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 BP0083  DYNAMIC HT  -         612.979 (meters)    2011.08  (feet)  COMP
 BP0083  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 BP0083
 BP0083  VERT ORDER  -  FIRST     CLASS II
 BP0083
 BP0083.The horizontal coordinates were scaled from a topographic map and have
 BP0083.an estimated accuracy of +/- 6 seconds.
 BP0083
 BP0083.The orthometric height was determined by differential leveling
 BP0083.and adjusted by the National Geodetic Survey in June 1991..
 BP0083
 BP0083.The geoid height was determined by GEOID03.
 BP0083
 BP0083.The dynamic height is computed by dividing the NAVD 88
 BP0083.geopotential number by the normal gravity value computed on the
 BP0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0083.degrees latitude (g = 980.6199 gals.).
 BP0083
 BP0083.The modeled gravity was interpolated from observed gravity values.
 BP0083
 BP0083;                    North         East    Units  Estimated Accuracy
 BP0083;SPC TXSC     - 4,249,760.      304,580.      MT  (+/- 180 meters Scaled)
 BP0083
 BP0083                          SUPERSEDED SURVEY CONTROL
 BP0083
 BP0083  NGVD 29 (??/??/92)  613.712  (m)         2013.49   (f) ADJ UNCH    1 2
 BP0083
 BP0083.Superseded values are not recommended for survey control.
 BP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0083.See file dsdata.txt to determine how the superseded data were derived.
 BP0083
 BP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP830281(NAD 83)
 BP0083_MARKER: DB = BENCH MARK DISK
 BP0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0083_SP_SET: STONE ABUTMENT
 BP0083_STAMPING: Q 27 1917 ELEV 2013.785 FT.
 BP0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0083
 BP0083  HISTORY     - Date     Condition        Report By
 BP0083  HISTORY     - 1917     MONUMENTED       CGS
 BP0083  HISTORY     - 1958     GOOD             NGS
 BP0083
 BP0083                          STATION DESCRIPTION
 BP0083
 BP0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0083'3.2 MI E FROM DRYDEN.
 BP0083'ABOUT 3.2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0083'STATION AT DRYDEN, 1 POLE EAST OF MILEPOST 482, IN THE TOP OF THE
 BP0083'NORTHEAST CORNER OF THE TOP STONE OF THE NORTH END OF THE WEST STONE
 BP0083'ABUTMENT OF BRIDGE NUMBER 481.94, 10 FEET NORTH OF THE NORTH RAIL, AND
 BP0083'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0077 ***********************************************************************
 CT0077  DESIGNATION -  Q 272
 CT0077  PID         -  CT0077
 CT0077  STATE/COUNTY-  TX/PALO PINTO
 CT0077  USGS QUAD   -  PALO PINTO (1984)
 CT0077
 CT0077                         *CURRENT SURVEY CONTROL
 CT0077  ___________________________________________________________________
 CT0077* NAD 83(1986)-  32 46 19.     (N)    098 16 25.     (W)     SCALED    
 CT0077* NAVD 88     -       345.664  (meters)    1134.07   (feet)  ADJUSTED  
 CT0077  ___________________________________________________________________
 CT0077  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CT0077  DYNAMIC HT  -         345.235 (meters)    1132.66  (feet)  COMP
 CT0077  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 CT0077
 CT0077  VERT ORDER  -  SECOND    CLASS 0
 CT0077
 CT0077.The horizontal coordinates were scaled from a topographic map and have
 CT0077.an estimated accuracy of +/- 6 seconds.
 CT0077
 CT0077.The orthometric height was determined by differential leveling
 CT0077.and adjusted by the National Geodetic Survey in June 1991..
 CT0077
 CT0077.The geoid height was determined by GEOID03.
 CT0077
 CT0077.The dynamic height is computed by dividing the NAVD 88
 CT0077.geopotential number by the normal gravity value computed on the
 CT0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0077.degrees latitude (g = 980.6199 gals.).
 CT0077
 CT0077.The modeled gravity was interpolated from observed gravity values.
 CT0077
 CT0077;                    North         East    Units  Estimated Accuracy
 CT0077;SPC TXNC     - 2,122,590.      621,210.      MT  (+/- 180 meters Scaled)
 CT0077
 CT0077                          SUPERSEDED SURVEY CONTROL
 CT0077
 CT0077  NGVD 29 (??/??/92)  345.585  (m)         1133.81   (f) ADJ UNCH    2 0
 CT0077
 CT0077.Superseded values are not recommended for survey control.
 CT0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0077.See file dsdata.txt to determine how the superseded data were derived.
 CT0077
 CT0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB680262(NAD 83)
 CT0077_MARKER: DB = BENCH MARK DISK
 CT0077_SETTING: 66 = SET IN ROCK OUTCROP
 CT0077_SP_SET: ROCK OUTCROP
 CT0077_STAMPING: Q 272 1934
 CT0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0077+STABILITY: POSITION/ELEVATION WELL
 CT0077
 CT0077  HISTORY     - Date     Condition        Report By
 CT0077  HISTORY     - 1934     MONUMENTED       CGS
 CT0077  HISTORY     - 1958     MARK NOT FOUND   USGS
 CT0077  HISTORY     - 1959     MARK NOT FOUND   USGS
 CT0077  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0077
 CT0077                          STATION DESCRIPTION
 CT0077
 CT0077'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0077'1.7 MI NE FROM PALO PINTO.
 CT0077'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 180 FROM PALO PINTO, 125 FEET
 CT0077'NORTH OF A CONCRETE CULVERT, 36 FEET NORTHWEST OF THE CENTERLINE OF
 CT0077'THE HIGHWAY, 5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF
 CT0077'A ROCK OUTCROP, AND MARKED WITH A PYRAMID OF ROCKS.  NOTE-- PROBABLY
 CT0077'DESTROYED DUE TO CONSTRUCTION OF THE NEW HIGHWAY.
 CT0077
 CT0077                          STATION RECOVERY (1959)
 CT0077
 CT0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CT0077'MARK NOT FOUND.
 CT0077
 CT0077                          STATION RECOVERY (2004)
 CT0077
 CT0077'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0271 ***********************************************************************
 CT0271  DESIGNATION -  Q 273
 CT0271  PID         -  CT0271
 CT0271  STATE/COUNTY-  TX/STEPHENS
 CT0271  USGS QUAD   -  CADDO (1982)
 CT0271
 CT0271                         *CURRENT SURVEY CONTROL
 CT0271  ___________________________________________________________________
 CT0271* NAD 83(1986)-  32 38 20.     (N)    098 44 31.     (W)     SCALED    
 CT0271* NAVD 88     -       450.544  (meters)    1478.16   (feet)  ADJUSTED  
 CT0271  ___________________________________________________________________
 CT0271  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CT0271  DYNAMIC HT  -         449.971 (meters)    1476.28  (feet)  COMP
 CT0271  MODELED GRAV-     979,352.9   (mgal)                       NAVD 88
 CT0271
 CT0271  VERT ORDER  -  SECOND    CLASS 0
 CT0271
 CT0271.The horizontal coordinates were scaled from a topographic map and have
 CT0271.an estimated accuracy of +/- 6 seconds.
 CT0271
 CT0271.The orthometric height was determined by differential leveling
 CT0271.and adjusted by the National Geodetic Survey in June 1991..
 CT0271
 CT0271.The geoid height was determined by GEOID03.
 CT0271
 CT0271.The dynamic height is computed by dividing the NAVD 88
 CT0271.geopotential number by the normal gravity value computed on the
 CT0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0271.degrees latitude (g = 980.6199 gals.).
 CT0271
 CT0271.The modeled gravity was interpolated from observed gravity values.
 CT0271
 CT0271;                    North         East    Units  Estimated Accuracy
 CT0271;SPC TXNC     - 2,107,840.      577,300.      MT  (+/- 180 meters Scaled)
 CT0271
 CT0271                          SUPERSEDED SURVEY CONTROL
 CT0271
 CT0271  NGVD 29 (??/??/92)  450.405  (m)         1477.70   (f) ADJ UNCH    2 0
 CT0271
 CT0271.Superseded values are not recommended for survey control.
 CT0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0271.See file dsdata.txt to determine how the superseded data were derived.
 CT0271
 CT0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB242112(NAD 83)
 CT0271_MARKER: DB = BENCH MARK DISK
 CT0271_SETTING: 66 = SET IN ROCK OUTCROP
 CT0271_SP_SET: ROCK OUTCROP
 CT0271_STAMPING: Q 273 1934
 CT0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0271+STABILITY: POSITION/ELEVATION WELL
 CT0271
 CT0271  HISTORY     - Date     Condition        Report By
 CT0271  HISTORY     - 1934     MONUMENTED       CGS
 CT0271  HISTORY     - 1957     GOOD             NGS
 CT0271
 CT0271                          STATION DESCRIPTION
 CT0271
 CT0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0271'1.7 MI NW FROM FRANKELL.
 CT0271'1.7 MILES NORTHWEST 0.2 MILES W OF MILE POST 118.  24 FEET NE OF THE
 CT0271'CENTER OF THE TRACK.  18 FEET SW OF A TELEPHONE POLE.  DISK SET
 CT0271'HORIZONTALLY IN AN OUTCROP OF ROCK AND MARKED WITH A PYRAMID OF ROCKS.
 CT0271'NOTE-- THE RAILROAD IS GONE BUT THE OLD GRADE IS STILL VISIBLE. THE
 CT0271'MARK IS ABOUT 70 YARDS SOUTHEAST OF A POINT WHERE A POWER LINE CROSSES
 CT0271'THE OLD GRADE AT RIGHT ANGLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0444 ***********************************************************************
 CT0444  DESIGNATION -  Q 274
 CT0444  PID         -  CT0444
 CT0444  STATE/COUNTY-  TX/EASTLAND
 CT0444  USGS QUAD   -  CROSS CUT (1987)
 CT0444
 CT0444                         *CURRENT SURVEY CONTROL
 CT0444  ___________________________________________________________________
 CT0444* NAD 83(1986)-  32 06 54.     (N)    099 07 45.     (W)     SCALED    
 CT0444* NAVD 88     -       518.787  (meters)    1702.05   (feet)  ADJUSTED  
 CT0444  ___________________________________________________________________
 CT0444  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CT0444  DYNAMIC HT  -         518.111 (meters)    1699.84  (feet)  COMP
 CT0444  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 CT0444
 CT0444  VERT ORDER  -  SECOND    CLASS 0
 CT0444
 CT0444.The horizontal coordinates were scaled from a topographic map and have
 CT0444.an estimated accuracy of +/- 6 seconds.
 CT0444
 CT0444.The orthometric height was determined by differential leveling
 CT0444.and adjusted by the National Geodetic Survey in June 1991..
 CT0444
 CT0444.The geoid height was determined by GEOID03.
 CT0444
 CT0444.The dynamic height is computed by dividing the NAVD 88
 CT0444.geopotential number by the normal gravity value computed on the
 CT0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0444.degrees latitude (g = 980.6199 gals.).
 CT0444
 CT0444.The modeled gravity was interpolated from observed gravity values.
 CT0444
 CT0444;                    North         East    Units  Estimated Accuracy
 CT0444;SPC TXNC     - 2,049,900.      540,620.      MT  (+/- 180 meters Scaled)
 CT0444
 CT0444                          SUPERSEDED SURVEY CONTROL
 CT0444
 CT0444  NGVD 29 (??/??/92)  518.651  (m)         1701.61   (f) ADJ UNCH    2 0
 CT0444
 CT0444.Superseded values are not recommended for survey control.
 CT0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0444.See file dsdata.txt to determine how the superseded data were derived.
 CT0444
 CT0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA878531(NAD 83)
 CT0444_MARKER: DB = BENCH MARK DISK
 CT0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0444_STAMPING: Q 274 1934
 CT0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0444+STABILITY: SURFACE MOTION
 CT0444
 CT0444  HISTORY     - Date     Condition        Report By
 CT0444  HISTORY     - 1934     MONUMENTED       CGS
 CT0444  HISTORY     - 1957     GOOD             NGS
 CT0444  HISTORY     - 1969     MARK NOT FOUND   USGS
 CT0444
 CT0444                          STATION DESCRIPTION
 CT0444
 CT0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0444'2.0 MI E FROM CROSS PLAINS.
 CT0444'2.0 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0444'THE STATION AT CROSS PLAINS, CALLAHAN COUNTY, 100 YARDS EAST OF
 CT0444'MILEPOST 38, 95 FEET SOUTHEAST OF BRIDGE B 38+0, AND 40 FEET SOUTHWEST
 CT0444'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 274 AND
 CT0444'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD IS GONE SO
 CT0444'FOLLOWING IS DESCRIPTION TO REACH FROM CROSS PLAINS-- FROM JUNCTION OF
 CT0444'HIGHWAYS IN SOUTHEAST EDGE OF TOWN GO EAST ON HIGHWAY 36 FOR 2.5 MILES
 CT0444'TO CROSSROADS, THENCE RIGHT FOR 0.15 MILE, THENCE RIGHT ALONG NORTH
 CT0444'SIDE OF OLD RAILROAD GRADE FOR 0.25 MILE TO MARK.  PART OF THE
 CT0444'CONCRETE POST IS CHIPPED OFF BUT THE DISK IS STILL SOLID.
 CT0444
 CT0444                          STATION RECOVERY (1969)
 CT0444
 CT0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CT0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0240 ***********************************************************************
 CR0240  DESIGNATION -  Q 275
 CR0240  PID         -  CR0240
 CR0240  STATE/COUNTY-  TX/CAMP
 CR0240  USGS QUAD   -  PITTSBURG (1960)
 CR0240
 CR0240                         *CURRENT SURVEY CONTROL
 CR0240  ___________________________________________________________________
 CR0240* NAD 83(1986)-  32 56 08.     (N)    094 57 55.     (W)     SCALED    
 CR0240* NAVD 88     -       113.616  (meters)     372.76   (feet)  ADJUSTED  
 CR0240  ___________________________________________________________________
 CR0240  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CR0240  DYNAMIC HT  -         113.490 (meters)     372.34  (feet)  COMP
 CR0240  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 CR0240
 CR0240  VERT ORDER  -  SECOND    CLASS 0
 CR0240
 CR0240.The horizontal coordinates were scaled from a topographic map and have
 CR0240.an estimated accuracy of +/- 6 seconds.
 CR0240
 CR0240.The orthometric height was determined by differential leveling
 CR0240.and adjusted by the National Geodetic Survey in June 1991..
 CR0240
 CR0240.The geoid height was determined by GEOID03.
 CR0240
 CR0240.The dynamic height is computed by dividing the NAVD 88
 CR0240.geopotential number by the normal gravity value computed on the
 CR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0240.degrees latitude (g = 980.6199 gals.).
 CR0240
 CR0240.The modeled gravity was interpolated from observed gravity values.
 CR0240
 CR0240;                    North         East    Units  Estimated Accuracy
 CR0240;SPC TXNC     - 2,146,270.      930,470.      MT  (+/- 180 meters Scaled)
 CR0240
 CR0240                          SUPERSEDED SURVEY CONTROL
 CR0240
 CR0240  NGVD 29 (??/??/92)  113.633  (m)          372.81   (f) ADJ UNCH    2 0
 CR0240
 CR0240.Superseded values are not recommended for survey control.
 CR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0240.See file dsdata.txt to determine how the superseded data were derived.
 CR0240
 CR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS162458(NAD 83)
 CR0240_MARKER: DB = BENCH MARK DISK
 CR0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0240_SP_SET: CULVERT
 CR0240_STAMPING: Q 275 1934
 CR0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0240
 CR0240  HISTORY     - Date     Condition        Report By
 CR0240  HISTORY     - 1934     MONUMENTED       CGS
 CR0240  HISTORY     - 1954     GOOD             NGS
 CR0240
 CR0240                          STATION DESCRIPTION
 CR0240
 CR0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0240'4.2 MI S FROM PITTSBURG.
 CR0240'4.2 MILES SOUTH ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD OF TEXAS
 CR0240'FROM THE STATION AT PITTSBURG, 1 POLE NORTH OF MILEPOST 495 + 15, 140
 CR0240'FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 32 FEET WEST OF THE WEST
 CR0240'RAIL, SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A
 CR0240'CONCRETE CULVERT, 10 FEET BELOW THE TOP OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0109 ***********************************************************************
 CR0109  DESIGNATION -  Q 277
 CR0109  PID         -  CR0109
 CR0109  STATE/COUNTY-  TX/PANOLA
 CR0109  USGS QUAD   -  CARTHAGE (1983)
 CR0109
 CR0109                         *CURRENT SURVEY CONTROL
 CR0109  ___________________________________________________________________
 CR0109* NAD 83(1986)-  32 10 56.     (N)    094 21 24.     (W)     SCALED    
 CR0109* NAVD 88     -        90.519  (meters)     296.98   (feet)  ADJUSTED  
 CR0109  ___________________________________________________________________
 CR0109  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR0109  DYNAMIC HT  -          90.414 (meters)     296.63  (feet)  COMP
 CR0109  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CR0109
 CR0109  VERT ORDER  -  SECOND    CLASS 0
 CR0109
 CR0109.The horizontal coordinates were scaled from a topographic map and have
 CR0109.an estimated accuracy of +/- 6 seconds.
 CR0109
 CR0109.The orthometric height was determined by differential leveling
 CR0109.and adjusted by the National Geodetic Survey in June 1991..
 CR0109
 CR0109.The geoid height was determined by GEOID03.
 CR0109
 CR0109.The dynamic height is computed by dividing the NAVD 88
 CR0109.geopotential number by the normal gravity value computed on the
 CR0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0109.degrees latitude (g = 980.6199 gals.).
 CR0109
 CR0109.The modeled gravity was interpolated from observed gravity values.
 CR0109
 CR0109;                    North         East    Units  Estimated Accuracy
 CR0109;SPC TXNC     - 2,064,880.      990,630.      MT  (+/- 180 meters Scaled)
 CR0109
 CR0109                          SUPERSEDED SURVEY CONTROL
 CR0109
 CR0109  NGVD 29 (??/??/92)   90.551  (m)          297.08   (f) ADJ UNCH    2 0
 CR0109
 CR0109.Superseded values are not recommended for survey control.
 CR0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0109.See file dsdata.txt to determine how the superseded data were derived.
 CR0109
 CR0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR721614(NAD 83)
 CR0109_MARKER: DB = BENCH MARK DISK
 CR0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0109_STAMPING: Q 277 1934
 CR0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0109+STABILITY: SURFACE MOTION
 CR0109
 CR0109  HISTORY     - Date     Condition        Report By
 CR0109  HISTORY     - 1934     MONUMENTED       CGS
 CR0109  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0109  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0109
 CR0109                          STATION DESCRIPTION
 CR0109
 CR0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0109'2.4 MI NW FROM CARTHAGE.
 CR0109'2.4 MI NW OF AND ALONG THE S F R R 75 YARDS SE OF MILE POST 174.  40
 CR0109'FEET SW OF CENTER OF TRACK.  30 FEET SE OF A CROSS ROAD.
 CR0109
 CR0109                          STATION RECOVERY (1977)
 CR0109
 CR0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0109'MARK NOT FOUND.
 CR0109
 CR0109                          STATION RECOVERY (1998)
 CR0109
 CR0109'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1421 ***********************************************************************
 BL1421  DESIGNATION -  Q 279
 BL1421  PID         -  BL1421
 BL1421  STATE/COUNTY-  TX/MONTGOMERY
 BL1421  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1421
 BL1421                         *CURRENT SURVEY CONTROL
 BL1421  ___________________________________________________________________
 BL1421* NAD 83(1986)-  30 08 31.     (N)    095 38 09.     (W)     SCALED    
 BL1421* NAVD 88     -        49.77   (+/-2cm)     163.3    (feet)  VERTCON   
 BL1421  ___________________________________________________________________
 BL1421  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1421
 BL1421  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1421
 BL1421.The horizontal coordinates were scaled from a topographic map and have
 BL1421.an estimated accuracy of +/- 6 seconds.
 BL1421
 BL1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1421.The vertical order pertains to the NGVD 29 superseded value.
 BL1421
 BL1421.The geoid height was determined by GEOID03.
 BL1421
 BL1421;                    North         East    Units  Estimated Accuracy
 BL1421;SPC TX C     - 3,062,240.    1,152,460.      MT  (+/- 180 meters Scaled)
 BL1421
 BL1421                          SUPERSEDED SURVEY CONTROL
 BL1421
 BL1421  NGVD 29 (??/??/92)   49.766  (m)          163.27   (f) ADJ UNCH    1 2
 BL1421
 BL1421.Superseded values are not recommended for survey control.
 BL1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1421.See file dsdata.txt to determine how the superseded data were derived.
 BL1421
 BL1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP460374(NAD 83)
 BL1421_MARKER: DB = BENCH MARK DISK
 BL1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1421_STAMPING: Q 279 1935
 BL1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1421+STABILITY: SURFACE MOTION
 BL1421
 BL1421  HISTORY     - Date     Condition        Report By
 BL1421  HISTORY     - 1935     MONUMENTED       CGS
 BL1421  HISTORY     - 1973     GOOD             NGS
 BL1421  HISTORY     - 1978     GOOD             NGS
 BL1421  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1421
 BL1421                          STATION DESCRIPTION
 BL1421
 BL1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1421'3.25 MI NW FROM TOMBALL.
 BL1421'ABOUT 3.25 MILES NORTHWEST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 BL1421'THE CROSSING OF WALLER-TOMBALL RD., ABOUT 50 FEET SOUTHWEST OF THE
 BL1421'SOUTHWEST RAIL, 23 FEET SOUTH OF THE FIRST POLE NORTHWEST OF MILE POST
 BL1421'88, 1.2 FEET SOUTHWEST OF A FENCE, 7 FEET ABOVE THE LEVEL OF THE
 BL1421'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 BL1421
 BL1421                          STATION RECOVERY (1978)
 BL1421
 BL1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1421'RECOVERED IN GOOD CONDITION.
 BL1421
 BL1421                          STATION RECOVERY (1986)
 BL1421
 BL1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0294 ***********************************************************************
 CA0294  DESIGNATION -  Q 281
 CA0294  PID         -  CA0294
 CA0294  STATE/COUNTY-  TX/BROWN
 CA0294  USGS QUAD   -  OWENS (1978)
 CA0294
 CA0294                         *CURRENT SURVEY CONTROL
 CA0294  ___________________________________________________________________
 CA0294* NAD 83(1986)-  31 45 09.     (N)    098 56 56.     (W)     SCALED    
 CA0294* NAVD 88     -       429.780  (meters)    1410.04   (feet)  ADJUSTED  
 CA0294  ___________________________________________________________________
 CA0294  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CA0294  DYNAMIC HT  -         429.221 (meters)    1408.20  (feet)  COMP
 CA0294  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 CA0294
 CA0294  VERT ORDER  -  SECOND    CLASS 0
 CA0294
 CA0294.The horizontal coordinates were scaled from a topographic map and have
 CA0294.an estimated accuracy of +/- 6 seconds.
 CA0294
 CA0294.The orthometric height was determined by differential leveling
 CA0294.and adjusted by the National Geodetic Survey in June 1991..
 CA0294
 CA0294.The geoid height was determined by GEOID03.
 CA0294
 CA0294.The dynamic height is computed by dividing the NAVD 88
 CA0294.geopotential number by the normal gravity value computed on the
 CA0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0294.degrees latitude (g = 980.6199 gals.).
 CA0294
 CA0294.The modeled gravity was interpolated from observed gravity values.
 CA0294
 CA0294;                    North         East    Units  Estimated Accuracy
 CA0294;SPC TX C     - 3,232,050.      831,160.      MT  (+/- 180 meters Scaled)
 CA0294
 CA0294                          SUPERSEDED SURVEY CONTROL
 CA0294
 CA0294  NGVD 29 (??/??/92)  429.691  (m)         1409.74   (f) ADJ UNCH    2 0
 CA0294
 CA0294.Superseded values are not recommended for survey control.
 CA0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0294.See file dsdata.txt to determine how the superseded data were derived.
 CA0294
 CA0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA048130(NAD 83)
 CA0294_MARKER: DB = BENCH MARK DISK
 CA0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0294_STAMPING: Q 281 1934
 CA0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0294+STABILITY: SURFACE MOTION
 CA0294
 CA0294  HISTORY     - Date     Condition        Report By
 CA0294  HISTORY     - 1934     MONUMENTED       CGS
 CA0294  HISTORY     - 1967     MARK NOT FOUND   NGS
 CA0294
 CA0294                          STATION DESCRIPTION
 CA0294
 CA0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CA0294'4.2 MI NE FROM BROWNWOOD.
 CA0294'ABOUT 4.2 MILES NORTHEAST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CA0294'FROM THE STATION AT BROWNWOOD, BROWN COUNTY, AT A COUNTY ROAD
 CA0294'CROSSING, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 46 FEET NORTH
 CA0294'OF THE CENTER LINE OF THE TRACK, AND AT A RIGHT-OF-WAY FENCE CORNER. A
 CA0294'STANDARD DISK, STAMPED Q 281 1934 AND SET IN THE TOP OF A CONCRETE
 CA0294'POST.  NOTE-- THE RAILWAY HAS BEEN CHANGED TO A DIFFERENT ROUTE.  THE
 CA0294'TRACKS HAVE BEEN REMOVED.  THE COUNTY ROAD HAS BEEN WIDENED.  IT IS
 CA0294'BELIEVED THIS MARK IS COVERED OR HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0109 ***********************************************************************
 CT0109  DESIGNATION -  Q 282
 CT0109  PID         -  CT0109
 CT0109  STATE/COUNTY-  TX/ERATH
 CT0109  USGS QUAD   -  DUBLIN (1965)
 CT0109
 CT0109                         *CURRENT SURVEY CONTROL
 CT0109  ___________________________________________________________________
 CT0109* NAD 83(1986)-  32 03 16.     (N)    098 22 02.     (W)     SCALED    
 CT0109* NAVD 88     -       445.511  (meters)    1461.65   (feet)  ADJUSTED  
 CT0109  ___________________________________________________________________
 CT0109  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CT0109  DYNAMIC HT  -         444.942 (meters)    1459.78  (feet)  COMP
 CT0109  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 CT0109
 CT0109  VERT ORDER  -  SECOND    CLASS 0
 CT0109
 CT0109.The horizontal coordinates were scaled from a topographic map and have
 CT0109.an estimated accuracy of +/- 6 seconds.
 CT0109
 CT0109.The orthometric height was determined by differential leveling
 CT0109.and adjusted by the National Geodetic Survey in June 1991..
 CT0109
 CT0109.The geoid height was determined by GEOID03.
 CT0109
 CT0109.The dynamic height is computed by dividing the NAVD 88
 CT0109.geopotential number by the normal gravity value computed on the
 CT0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0109.degrees latitude (g = 980.6199 gals.).
 CT0109
 CT0109.The modeled gravity was interpolated from observed gravity values.
 CT0109
 CT0109;                    North         East    Units  Estimated Accuracy
 CT0109;SPC TXNC     - 2,043,010.      612,540.      MT  (+/- 180 meters Scaled)
 CT0109
 CT0109                          SUPERSEDED SURVEY CONTROL
 CT0109
 CT0109  NGVD 29 (??/??/92)  445.415  (m)         1461.33   (f) ADJ UNCH    2 0
 CT0109
 CT0109.Superseded values are not recommended for survey control.
 CT0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0109.See file dsdata.txt to determine how the superseded data were derived.
 CT0109
 CT0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA597466(NAD 83)
 CT0109_MARKER: DB = BENCH MARK DISK
 CT0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0109_STAMPING: Q 282 1934
 CT0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0109+STABILITY: SURFACE MOTION
 CT0109
 CT0109  HISTORY     - Date     Condition        Report By
 CT0109  HISTORY     - 1934     MONUMENTED       CGS
 CT0109  HISTORY     - 1966     MARK NOT FOUND   NGS
 CT0109
 CT0109                          STATION DESCRIPTION
 CT0109
 CT0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0109'2.8 MI S FROM DUBLIN.
 CT0109'ABOUT 2.8 MILES SOUTH ALONG THE FORT WORTH AND RIO GRANDE RAILWAY FROM
 CT0109'THE STATION AT DUBLIN, ERATH COUNTY, ABOUT 94 YARDS NORTH OF MILEPOST
 CT0109'827, AT A ROAD CROSSING, 33 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CT0109'AND 28 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 CT0109'STAMPED Q 282 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- IT IS
 CT0109'BELIEVED THE MARK MAY HAVE BEEN DESTROYED WHEN A CATERPILLAR TRACTOR
 CT0109'WAS USED TO CLEAR ALONG THE TRACKS FOR A FIRE BREAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2169 ***********************************************************************
 CS2169  DESIGNATION -  Q 283
 CS2169  PID         -  CS2169
 CS2169  STATE/COUNTY-  TX/HOOD
 CS2169  USGS QUAD   -  TOLAR (1979)
 CS2169
 CS2169                         *CURRENT SURVEY CONTROL
 CS2169  ___________________________________________________________________
 CS2169* NAD 83(1986)-  32 23 59.     (N)    097 53 54.     (W)     SCALED    
 CS2169* NAVD 88     -       309.979  (meters)    1016.99   (feet)  ADJUSTED  
 CS2169  ___________________________________________________________________
 CS2169  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CS2169  DYNAMIC HT  -         309.598 (meters)    1015.74  (feet)  COMP
 CS2169  MODELED GRAV-     979,402.3   (mgal)                       NAVD 88
 CS2169
 CS2169  VERT ORDER  -  SECOND    CLASS 0
 CS2169
 CS2169.The horizontal coordinates were scaled from a topographic map and have
 CS2169.an estimated accuracy of +/- 6 seconds.
 CS2169
 CS2169.The orthometric height was determined by differential leveling
 CS2169.and adjusted by the National Geodetic Survey in June 1991..
 CS2169
 CS2169.The geoid height was determined by GEOID03.
 CS2169
 CS2169.The dynamic height is computed by dividing the NAVD 88
 CS2169.geopotential number by the normal gravity value computed on the
 CS2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2169.degrees latitude (g = 980.6199 gals.).
 CS2169
 CS2169.The modeled gravity was interpolated from observed gravity values.
 CS2169
 CS2169;                    North         East    Units  Estimated Accuracy
 CS2169;SPC TXNC     - 2,081,450.      656,600.      MT  (+/- 180 meters Scaled)
 CS2169
 CS2169                          SUPERSEDED SURVEY CONTROL
 CS2169
 CS2169  NGVD 29 (??/??/92)  309.919  (m)         1016.79   (f) ADJ UNCH    2 0
 CS2169
 CS2169.Superseded values are not recommended for survey control.
 CS2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2169.See file dsdata.txt to determine how the superseded data were derived.
 CS2169
 CS2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA036852(NAD 83)
 CS2169_MARKER: DB = BENCH MARK DISK
 CS2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2169_STAMPING: Q 283 1934
 CS2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2169+STABILITY: SURFACE MOTION
 CS2169
 CS2169  HISTORY     - Date     Condition        Report By
 CS2169  HISTORY     - 1934     MONUMENTED       CGS
 CS2169  HISTORY     - 1966     POOR             NGS
 CS2169  HISTORY     - 20060408 MARK NOT FOUND   JCLS
 CS2169
 CS2169                          STATION DESCRIPTION
 CS2169
 CS2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2169'1.4 MI NE FROM TOLAR.
 CS2169'ABOUT 1.4 MILES NORTHEAST ALONG THE A. T. AND SANTA FE RAILWAY FROM A
 CS2169'RAILROAD SIGN POST WHERE THE OLD DEPOT WAS IN TOLAR.  THE DEPOT HAS
 CS2169'BEEN TORE DOWN.  TO REACH BY ROAD, ABOUT 0.5 MILE EAST ALONG U. S.
 CS2169'HIGHWAY 377 FROM THE POST OFFICE IN TOLAR TO A ROAD FORK, THENCE LEFT
 CS2169'FORK, GO 0.6 MILE, NORTHEAST, TO RAILROAD CROSSING AND SITE OF MARK,
 CS2169'65 FEET SOUTHWEST OF THE RAILROAD CROSSING, 37 FEET WEST OF THE WEST
 CS2169'RAILROAD TRACK, 45 FEET NORTH OF THE 4TH TELEGRAPH POLE NORTH OF MILE
 CS2169'POST 45, 44 FEET SOUTH OF THE CENTER OF GRAVELED ROAD, AND ABOUT IN
 CS2169'LINE WITH THE POLES.  A C AND GS DISK SET IN A 10 X 10 IN. CONCRETE
 CS2169'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE SURFACE OF GROUND.  NOTE--
 CS2169'USE ELEVATION WITH CAUTION AS THE CONCRETE POST HAS BEEN HIT AND IS
 CS2169'LEANING SLIGHTLY TO THE WEST.
 CS2169
 CS2169                          STATION RECOVERY (2006)
 CS2169
 CS2169'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 CS2169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0011 ***********************************************************************
 CA0011  DESIGNATION -  Q 284
 CA0011  PID         -  CA0011
 CA0011  STATE/COUNTY-  TX/COMANCHE
 CA0011  USGS QUAD   -  GUSTINE (1956)
 CA0011
 CA0011                         *CURRENT SURVEY CONTROL
 CA0011  ___________________________________________________________________
 CA0011* NAD 83(1986)-  31 47 25.     (N)    098 25 30.     (W)     SCALED    
 CA0011* NAVD 88     -       369.147  (meters)    1211.11   (feet)  ADJUSTED  
 CA0011  ___________________________________________________________________
 CA0011  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CA0011  DYNAMIC HT  -         368.671 (meters)    1209.55  (feet)  COMP
 CA0011  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 CA0011
 CA0011  VERT ORDER  -  SECOND    CLASS 0
 CA0011
 CA0011.The horizontal coordinates were scaled from a topographic map and have
 CA0011.an estimated accuracy of +/- 6 seconds.
 CA0011
 CA0011.The orthometric height was determined by differential leveling
 CA0011.and adjusted by the National Geodetic Survey in June 1991..
 CA0011
 CA0011.The geoid height was determined by GEOID03.
 CA0011
 CA0011.The dynamic height is computed by dividing the NAVD 88
 CA0011.geopotential number by the normal gravity value computed on the
 CA0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0011.degrees latitude (g = 980.6199 gals.).
 CA0011
 CA0011.The modeled gravity was interpolated from observed gravity values.
 CA0011
 CA0011;                    North         East    Units  Estimated Accuracy
 CA0011;SPC TX C     - 3,236,970.      880,720.      MT  (+/- 180 meters Scaled)
 CA0011
 CA0011                          SUPERSEDED SURVEY CONTROL
 CA0011
 CA0011  NGVD 29 (??/??/92)  369.067  (m)         1210.85   (f) ADJ UNCH    2 0
 CA0011
 CA0011.Superseded values are not recommended for survey control.
 CA0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0011.See file dsdata.txt to determine how the superseded data were derived.
 CA0011
 CA0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA544173(NAD 83)
 CA0011_MARKER: DB = BENCH MARK DISK
 CA0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0011_STAMPING: Q 284 1934
 CA0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0011+STABILITY: SURFACE MOTION
 CA0011
 CA0011  HISTORY     - Date     Condition        Report By
 CA0011  HISTORY     - 1934     MONUMENTED       CGS
 CA0011
 CA0011                          STATION DESCRIPTION
 CA0011
 CA0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0011'15.6 MI SE FROM COMANCHE.
 CA0011'15.6 MILES SE OF AND ALONG STATE HWY 36 0.5 MILE SE OF BRIDGE OVER
 CA0011'SOUTH LEON RIVER.  17 FEET E OF A FORKED LIVE OAK TREE PAINTED USBM.
 CA0011'36 FEET N OF CENTER OF HIGHWAY.  6 FEET N OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0134 ***********************************************************************
 CA0134  DESIGNATION -  Q 285 RESET 1962
 CA0134  PID         -  CA0134
 CA0134  STATE/COUNTY-  TX/LAMPASAS
 CA0134  USGS QUAD   -  ADAMSVILLE (1954)
 CA0134
 CA0134                         *CURRENT SURVEY CONTROL
 CA0134  ___________________________________________________________________
 CA0134* NAD 83(1986)-  31 16 07.     (N)    098 10 27.     (W)     SCALED    
 CA0134* NAVD 88     -       317.59   (meters)    1042.0    (feet)  RESET     
 CA0134  ___________________________________________________________________
 CA0134  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CA0134
 CA0134  VERT ORDER  -  THIRD
 CA0134
 CA0134.The horizontal coordinates were scaled from a topographic map and have
 CA0134.an estimated accuracy of +/- 6 seconds.
 CA0134
 CA0134.The orthometric height was computed from unverified reset data.
 CA0134
 CA0134.The geoid height was determined by GEOID03.
 CA0134
 CA0134;                    North         East    Units  Estimated Accuracy
 CA0134;SPC TX C     - 3,179,580.      905,590.      MT  (+/- 180 meters Scaled)
 CA0134
 CA0134                          SUPERSEDED SURVEY CONTROL
 CA0134
 CA0134.No superseded survey control is available for this station.
 CA0134
 CA0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV786596(NAD 83)
 CA0134_MARKER: DB = BENCH MARK DISK
 CA0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0134_STAMPING: Q 285 RESET 1962
 CA0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0134+STABILITY: SURFACE MOTION
 CA0134
 CA0134  HISTORY     - Date     Condition        Report By
 CA0134  HISTORY     - 1962     MONUMENTED       CGS
 CA0134  HISTORY     - 1969     GOOD             NGS
 CA0134  HISTORY     - 20020420 GOOD             USPSQD
 CA0134
 CA0134                          STATION DESCRIPTION
 CA0134
 CA0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CA0134'2.2 MI S FROM ADAMSVILLE.
 CA0134'TO REACH FROM THE POST OFFICE IN ADAMSVILLE, LAMPASAS COUNTY, GO SOUTH
 CA0134'ON U.S. HIGHWAY 281 FOR 2.2 MILES TO BENCH MARK ON THE RIGHT, AT
 CA0134'BRIDGE OVER SIMS CREEK, 125 FEET NORTHWEST OF THE NORTHWEST CURB OF
 CA0134'BRIDGE, 85 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 281, 119 FEET
 CA0134'SOUTHEAST OF A TRACK ROAD LEADING WEST, 135 FEET SOUTHWEST OF THE WEST
 CA0134'END OF A CULVERT UNDER U.S. HIGHWAY 281, 1 FOOT WEST OF THE
 CA0134'RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  A
 CA0134'STANDARD DISK STAMPED Q 285 RESET 1962, SET IN A 12 X 12 IN. CONCRETE
 CA0134'POST WHICH PROJECTS 4 INCHES.
 CA0134
 CA0134                          STATION RECOVERY (1969)
 CA0134
 CA0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CA0134'RECOVERED IN GOOD CONDITION.
 CA0134
 CA0134                          STATION RECOVERY (2002)
 CA0134
 CA0134'RECOVERY NOTE BY US POWER SQUADRON 2002 (HY)
 CA0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0362 ***********************************************************************
 DM0362  DESIGNATION -  Q 286
 DM0362  PID         -  DM0362
 DM0362  STATE/COUNTY-  TX/BOWIE
 DM0362  USGS QUAD   -  OAK GROVE (1975)
 DM0362
 DM0362                         *CURRENT SURVEY CONTROL
 DM0362  ___________________________________________________________________
 DM0362* NAD 83(1986)-  33 33 03.     (N)    094 43 21.     (W)     SCALED    
 DM0362* NAVD 88     -       136.651  (meters)     448.33   (feet)  ADJUSTED  
 DM0362  ___________________________________________________________________
 DM0362  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM0362  DYNAMIC HT  -         136.508 (meters)     447.86  (feet)  COMP
 DM0362  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 DM0362
 DM0362  VERT ORDER  -  SECOND    CLASS 0
 DM0362
 DM0362.The horizontal coordinates were scaled from a topographic map and have
 DM0362.an estimated accuracy of +/- 6 seconds.
 DM0362
 DM0362.The orthometric height was determined by differential leveling
 DM0362.and adjusted by the National Geodetic Survey in June 1991..
 DM0362
 DM0362.The geoid height was determined by GEOID03.
 DM0362
 DM0362.The dynamic height is computed by dividing the NAVD 88
 DM0362.geopotential number by the normal gravity value computed on the
 DM0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0362.degrees latitude (g = 980.6199 gals.).
 DM0362
 DM0362.The modeled gravity was interpolated from observed gravity values.
 DM0362
 DM0362;                    North         East    Units  Estimated Accuracy
 DM0362;SPC TXNC     - 2,215,240.      950,700.      MT  (+/- 180 meters Scaled)
 DM0362
 DM0362                          SUPERSEDED SURVEY CONTROL
 DM0362
 DM0362  NGVD 29 (??/??/92)  136.650  (m)          448.33   (f) ADJ UNCH    2 0
 DM0362
 DM0362.Superseded values are not recommended for survey control.
 DM0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0362.See file dsdata.txt to determine how the superseded data were derived.
 DM0362
 DM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT400136(NAD 83)
 DM0362_MARKER: DB = BENCH MARK DISK
 DM0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0362_STAMPING: Q 286 1934
 DM0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0362+STABILITY: SURFACE MOTION
 DM0362
 DM0362  HISTORY     - Date     Condition        Report By
 DM0362  HISTORY     - 1934     MONUMENTED       CGS
 DM0362
 DM0362                          STATION DESCRIPTION
 DM0362
 DM0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0362'3.5 MI E FROM AVERY.
 DM0362'3.5 MI E OF AND ALONG THE T P R R 117 YARDS W OF AND ACROSS TRACK FROM
 DM0362'MILE POST 41.  37 FEET N OF CENTER OF TRACK.  8 FEET S OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0152 ***********************************************************************
 CS0152  DESIGNATION -  Q 288
 CS0152  PID         -  CS0152
 CS0152  STATE/COUNTY-  TX/VAN ZANDT
 CS0152  USGS QUAD   -  WILLS POINT (1981)
 CS0152
 CS0152                         *CURRENT SURVEY CONTROL
 CS0152  ___________________________________________________________________
 CS0152* NAD 83(1986)-  32 42 29.     (N)    096 00 37.     (W)     SCALED    
 CS0152* NAVD 88     -       162.378  (meters)     532.74   (feet)  ADJUSTED  
 CS0152  ___________________________________________________________________
 CS0152  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0152  DYNAMIC HT  -         162.195 (meters)     532.13  (feet)  COMP
 CS0152  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 CS0152
 CS0152  VERT ORDER  -  SECOND    CLASS 0
 CS0152
 CS0152.The horizontal coordinates were scaled from a topographic map and have
 CS0152.an estimated accuracy of +/- 6 seconds.
 CS0152
 CS0152.The orthometric height was determined by differential leveling
 CS0152.and adjusted by the National Geodetic Survey in June 1991..
 CS0152
 CS0152.The geoid height was determined by GEOID03.
 CS0152
 CS0152.The dynamic height is computed by dividing the NAVD 88
 CS0152.geopotential number by the normal gravity value computed on the
 CS0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0152.degrees latitude (g = 980.6199 gals.).
 CS0152
 CS0152.The modeled gravity was interpolated from observed gravity values.
 CS0152
 CS0152;                    North         East    Units  Estimated Accuracy
 CS0152;SPC TXNC     - 2,118,250.      833,390.      MT  (+/- 180 meters Scaled)
 CS0152
 CS0152                          SUPERSEDED SURVEY CONTROL
 CS0152
 CS0152  NGVD 29 (??/??/92)  162.388  (m)          532.77   (f) ADJ UNCH    2 0
 CS0152
 CS0152.Superseded values are not recommended for survey control.
 CS0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0152.See file dsdata.txt to determine how the superseded data were derived.
 CS0152
 CS0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB802228(NAD 83)
 CS0152_MARKER: DB = BENCH MARK DISK
 CS0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0152_SP_SET: CONCRETE FOOTING
 CS0152_STAMPING: Q 288 1934
 CS0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0152
 CS0152  HISTORY     - Date     Condition        Report By
 CS0152  HISTORY     - 1934     MONUMENTED       CGS
 CS0152  HISTORY     - 1952     GOOD             NGS
 CS0152  HISTORY     - 1988     GOOD             USPSQD
 CS0152  HISTORY     - 1988     GOOD             USPSQD
 CS0152  HISTORY     - 19930614 POOR             USPSQD
 CS0152  HISTORY     - 19950901 POOR             USPSQD
 CS0152
 CS0152                          STATION DESCRIPTION
 CS0152
 CS0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0152'IN WILLS POINT.
 CS0152'AT WILLS POINT, 98 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE TEXAS
 CS0152'AND PACIFIC RAILROAD STATION, AT THE WATER TANK, 3 FEET ABOVE THE
 CS0152'GROUND, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 CS0152'CONCRETE FOOTING OF THE WATER TANK.
 CS0152
 CS0152                          STATION RECOVERY (1988)
 CS0152
 CS0152'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0152'RECOVERED IN GOOD CONDITION.
 CS0152
 CS0152                          STATION RECOVERY (1988)
 CS0152
 CS0152'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0152'RECOVERED IN GOOD CONDITION.
 CS0152
 CS0152                          STATION RECOVERY (1993)
 CS0152
 CS0152'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0152'MARK RECOVERED IN POOR CONDITION.
 CS0152
 CS0152                          STATION RECOVERY (1995)
 CS0152
 CS0152'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0152'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0362 ***********************************************************************
 AZ0362  DESIGNATION -  Q 29
 AZ0362  PID         -  AZ0362
 AZ0362  STATE/COUNTY-  TX/VAL VERDE
 AZ0362  USGS QUAD   -  LANGTRY (1973)
 AZ0362
 AZ0362                         *CURRENT SURVEY CONTROL
 AZ0362  ___________________________________________________________________
 AZ0362* NAD 83(1986)-  29 49 06.     (N)    101 36 03.     (W)     SCALED    
 AZ0362* NAVD 88     -       421.314  (meters)    1382.26   (feet)  POSTED    
 AZ0362  ___________________________________________________________________
 AZ0362  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AZ0362  DYNAMIC HT  -         420.680 (meters)    1380.18  (feet)  COMP
 AZ0362  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 AZ0362
 AZ0362  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0362
 AZ0362.The horizontal coordinates were scaled from a topographic map and have
 AZ0362.an estimated accuracy of +/- 6 seconds.
 AZ0362
 AZ0362.The orthometric height was determined by differential leveling
 AZ0362.and adjusted by the National Geodetic Survey in 1992..
 AZ0362.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0362.rate of 0.0 thru 1.0 mm/km.
 AZ0362
 AZ0362.The geoid height was determined by GEOID03.
 AZ0362
 AZ0362.The dynamic height is computed by dividing the NAVD 88
 AZ0362.geopotential number by the normal gravity value computed on the
 AZ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0362.degrees latitude (g = 980.6199 gals.).
 AZ0362
 AZ0362.The modeled gravity was interpolated from observed gravity values.
 AZ0362
 AZ0362;                    North         East    Units  Estimated Accuracy
 AZ0362;SPC TXSC     - 4,222,790.      348,650.      MT  (+/- 180 meters Scaled)
 AZ0362
 AZ0362                          SUPERSEDED SURVEY CONTROL
 AZ0362
 AZ0362.No superseded survey control is available for this station.
 AZ0362
 AZ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU486014(NAD 83)
 AZ0362_MARKER: DB = BENCH MARK DISK
 AZ0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0362_SP_SET: ABUTMENT
 AZ0362_STAMPING: Q 29 1917
 AZ0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0362
 AZ0362  HISTORY     - Date     Condition        Report By
 AZ0362  HISTORY     - 1917     MONUMENTED       CGS
 AZ0362  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0362
 AZ0362                          STATION DESCRIPTION
 AZ0362
 AZ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0362'1.6 MI E FROM BEAN.
 AZ0362'ABOUT 1.6 MILES EAST ALONG THE ABANDONED TEXAS AND NEW ORLEANS
 AZ0362'RAILROAD FROM BEAN, VAL VERDE COUNTY, ABOUT MIDWAY BETWEEN THE FIRST
 AZ0362'AND SECOND POLES WEST OF MILEPOST 448, ON THE EAST ABUTMENT OF BRIDGE
 AZ0362'448-A, IN THE SECOND COURSE OF MASONRY, AND 6 FEET SOUTH OF THE TRACK
 AZ0362'A STANDARD DISK, STAMPED Q 29 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0133 ***********************************************************************
 DO0133  DESIGNATION -  Q 290
 DO0133  PID         -  DO0133
 DO0133  STATE/COUNTY-  TX/JACK
 DO0133  USGS QUAD   -  LYNN CREEK (1981)
 DO0133
 DO0133                         *CURRENT SURVEY CONTROL
 DO0133  ___________________________________________________________________
 DO0133* NAD 83(1986)-  33 21 54.     (N)    098 21 46.     (W)     SCALED    
 DO0133* NAVD 88     -       333.702  (meters)    1094.82   (feet)  ADJUSTED  
 DO0133  ___________________________________________________________________
 DO0133  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0133  DYNAMIC HT  -         333.322 (meters)    1093.57  (feet)  COMP
 DO0133  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 DO0133
 DO0133  VERT ORDER  -  SECOND    CLASS 0
 DO0133
 DO0133.The horizontal coordinates were scaled from a topographic map and have
 DO0133.an estimated accuracy of +/- 6 seconds.
 DO0133
 DO0133.The orthometric height was determined by differential leveling
 DO0133.and adjusted by the National Geodetic Survey in June 1991..
 DO0133
 DO0133.The geoid height was determined by GEOID03.
 DO0133
 DO0133.The dynamic height is computed by dividing the NAVD 88
 DO0133.geopotential number by the normal gravity value computed on the
 DO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0133.degrees latitude (g = 980.6199 gals.).
 DO0133
 DO0133.The modeled gravity was interpolated from observed gravity values.
 DO0133
 DO0133;                    North         East    Units  Estimated Accuracy
 DO0133;SPC TXNC     - 2,188,340.      612,770.      MT  (+/- 180 meters Scaled)
 DO0133
 DO0133                          SUPERSEDED SURVEY CONTROL
 DO0133
 DO0133  NGVD 29 (??/??/92)  333.637  (m)         1094.61   (f) ADJ UNCH    2 0
 DO0133
 DO0133.Superseded values are not recommended for survey control.
 DO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0133.See file dsdata.txt to determine how the superseded data were derived.
 DO0133
 DO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB592919(NAD 83)
 DO0133_MARKER: DB = BENCH MARK DISK
 DO0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0133_STAMPING: Q 290 1934 1094.588
 DO0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0133+STABILITY: SURFACE MOTION
 DO0133
 DO0133  HISTORY     - Date     Condition        Report By
 DO0133  HISTORY     - 1934     MONUMENTED       CGS
 DO0133  HISTORY     - 1961     GOOD             NGS
 DO0133  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0133
 DO0133                          STATION DESCRIPTION
 DO0133
 DO0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0133'5.6 MI S FROM ANTELOPE.
 DO0133'ABOUT 1.95 MILES SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0133'ANTELOPE, THENCE 3.55 MILES SOUTH ALONG U. S. HIGHWAY 281, THENCE 0.1
 DO0133'MILE WEST ACROSS A PASTURE TO OLD HIGHWAY 281, ABOUT 0.6 MILE NORTH OF
 DO0133'THE JUNCTION OF THE HIGHWAY AND FARM ROAD 1191, ABOUT 100 YARDS
 DO0133'NORTHEAST OF A LARGE OIL TANK, 158 FEET NORTH OF A SINCLAIR PIPE LINE
 DO0133'CROSSING THE OLD AND NEW HIGHWAY, 38 FEET WEST OF THE CENTER LINE OF
 DO0133'THE OLD HIGHWAY, 121 FEET NORTH OF THE WEST END OF A CONCRETE CULVERT,
 DO0133'1 FOOT EAST OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 1
 DO0133'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 DO0133'POST PROJECTING 4 INCHES.
 DO0133
 DO0133                          STATION RECOVERY (2005)
 DO0133
 DO0133'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0104 ***********************************************************************
 CT0104  DESIGNATION -  Q 291 RESET 1948
 CT0104  PID         -  CT0104
 CT0104  STATE/COUNTY-  TX/PALO PINTO
 CT0104  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0104
 CT0104                         *CURRENT SURVEY CONTROL
 CT0104  ___________________________________________________________________
 CT0104* NAD 83(1986)-  32 49 56.     (N)    098 06 28.     (W)     SCALED    
 CT0104* NAVD 88     -       288.560  (meters)     946.72   (feet)  ADJUSTED  
 CT0104  ___________________________________________________________________
 CT0104  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CT0104  DYNAMIC HT  -         288.207 (meters)     945.56  (feet)  COMP
 CT0104  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 CT0104
 CT0104  VERT ORDER  -  SECOND    CLASS 0
 CT0104
 CT0104.The horizontal coordinates were scaled from a topographic map and have
 CT0104.an estimated accuracy of +/- 6 seconds.
 CT0104
 CT0104.The orthometric height was determined by differential leveling
 CT0104.and adjusted by the National Geodetic Survey in June 1991..
 CT0104
 CT0104.The geoid height was determined by GEOID03.
 CT0104
 CT0104.The dynamic height is computed by dividing the NAVD 88
 CT0104.geopotential number by the normal gravity value computed on the
 CT0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0104.degrees latitude (g = 980.6199 gals.).
 CT0104
 CT0104.The modeled gravity was interpolated from observed gravity values.
 CT0104
 CT0104;                    North         East    Units  Estimated Accuracy
 CT0104;SPC TXNC     - 2,129,320.      636,720.      MT  (+/- 180 meters Scaled)
 CT0104
 CT0104                          SUPERSEDED SURVEY CONTROL
 CT0104
 CT0104  NGVD 29 (??/??/92)  288.458  (m)          946.38   (f) ADJ UNCH    2 0
 CT0104
 CT0104.Superseded values are not recommended for survey control.
 CT0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0104.See file dsdata.txt to determine how the superseded data were derived.
 CT0104
 CT0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB835330(NAD 83)
 CT0104_MARKER: DB = BENCH MARK DISK
 CT0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0104_STAMPING: Q 291 RESET 1948 946.413
 CT0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0104+STABILITY: SURFACE MOTION
 CT0104
 CT0104  HISTORY     - Date     Condition        Report By
 CT0104  HISTORY     - 1948     MONUMENTED       CGS
 CT0104  HISTORY     - 1961     GOOD             NGS
 CT0104  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0104  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0104
 CT0104                          STATION DESCRIPTION
 CT0104
 CT0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0104'1.7 MI N FROM MINERAL WELLS.
 CT0104'ABOUT 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0104'MINERAL WELLS, THENCE 1.65 MILES NORTH ALONG U. S. HIGHWAY 281, THENCE
 CT0104'0.05 MILE EAST ALONG A GRADED DIRT ROAD, 40 FEET SOUTH OF THE CENTER
 CT0104'LINE OF THE ROAD WHICH RUNS IN AN EAST-WEST DIRECTION, 107 FEET
 CT0104'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE BELONGING TO MR. BRAY, 21
 CT0104'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 8 FEET SOUTH OF AN
 CT0104'EASTWEST FENCE, 2 1/2 FEET EAST OF A NORTH-SOUTH FENCE, 1.2 FEET EAST
 CT0104'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 CT0104'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CT0104
 CT0104                          STATION RECOVERY (1998)
 CT0104
 CT0104'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0104'MARK NOT FOUND.
 CT0104
 CT0104                          STATION RECOVERY (2004)
 CT0104
 CT0104'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1026 ***********************************************************************
 BZ1026  DESIGNATION -  Q 292
 BZ1026  PID         -  BZ1026
 BZ1026  STATE/COUNTY-  TX/BOSQUE
 BZ1026  USGS QUAD   -  MERIDIAN (1979)
 BZ1026
 BZ1026                         *CURRENT SURVEY CONTROL
 BZ1026  ___________________________________________________________________
 BZ1026* NAD 83(1986)-  31 56 21.     (N)    097 38 13.     (W)     SCALED    
 BZ1026* NAVD 88     -       257.771  (meters)     845.70   (feet)  ADJUSTED  
 BZ1026  ___________________________________________________________________
 BZ1026  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BZ1026  DYNAMIC HT  -         257.447 (meters)     844.64  (feet)  COMP
 BZ1026  MODELED GRAV-     979,376.5   (mgal)                       NAVD 88
 BZ1026
 BZ1026  VERT ORDER  -  SECOND    CLASS 0
 BZ1026
 BZ1026.The horizontal coordinates were scaled from a topographic map and have
 BZ1026.an estimated accuracy of +/- 6 seconds.
 BZ1026
 BZ1026.The orthometric height was determined by differential leveling
 BZ1026.and adjusted by the National Geodetic Survey in June 1991..
 BZ1026
 BZ1026.The geoid height was determined by GEOID03.
 BZ1026
 BZ1026.The dynamic height is computed by dividing the NAVD 88
 BZ1026.geopotential number by the normal gravity value computed on the
 BZ1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1026.degrees latitude (g = 980.6199 gals.).
 BZ1026
 BZ1026.The modeled gravity was interpolated from observed gravity values.
 BZ1026
 BZ1026;                    North         East    Units  Estimated Accuracy
 BZ1026;SPC TX C     - 3,255,020.      954,940.      MT  (+/- 180 meters Scaled)
 BZ1026
 BZ1026                          SUPERSEDED SURVEY CONTROL
 BZ1026
 BZ1026  NGVD 29 (??/??/92)  257.728  (m)          845.56   (f) ADJ UNCH    2 0
 BZ1026
 BZ1026.Superseded values are not recommended for survey control.
 BZ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1026.See file dsdata.txt to determine how the superseded data were derived.
 BZ1026
 BZ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA288345(NAD 83)
 BZ1026_MARKER: DB = BENCH MARK DISK
 BZ1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1026_SP_SET: BRIDGE
 BZ1026_STAMPING: Q 292 1934
 BZ1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1026
 BZ1026  HISTORY     - Date     Condition        Report By
 BZ1026  HISTORY     - 1934     MONUMENTED       CGS
 BZ1026  HISTORY     - 1966     GOOD             NGS
 BZ1026  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1026
 BZ1026                          STATION DESCRIPTION
 BZ1026
 BZ1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1026'1.2 MI N FROM MERIDIAN.
 BZ1026'ABOUT 1.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1026'FROM THE STATION AT MERIDIAN, BOSQUE COUNTY, ABOUT 400 FEET SOUTH OF
 BZ1026'MILEPOST 282, AT BRIDGE 281 D, IN THE TOP OF THE NORTHWEST ROCK
 BZ1026'ABUTMENT, AND 14 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 BZ1026'STANDARD DISK, STAMPED Q 292 1934.  NOTE-- THE MARK MAY BE REACHED
 BZ1026'FROM THE COURT HOUSE IN MERIDIAN BY GOING 0.6 MILE EAST ALONG STATE
 BZ1026'HIGHWAYS 22 AND 174, THENCE CONTINUE EASTERLY ALONG F.M. HIGHWAY 2480
 BZ1026'FOR 1.0 MILE TO THE RAILROAD CROSSING, THENCE WALK NORTH ALONG THE
 BZ1026'RAILROAD TRACK FOR ABOUT 0.2 MILE TO SITE OF MARK.
 BZ1026
 BZ1026                          STATION RECOVERY (2001)
 BZ1026
 BZ1026'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2108 ***********************************************************************
 CS2108  DESIGNATION -  Q 293
 CS2108  PID         -  CS2108
 CS2108  STATE/COUNTY-  TX/JOHNSON
 CS2108  USGS QUAD   -  ALVARADO (1978)
 CS2108
 CS2108                         *CURRENT SURVEY CONTROL
 CS2108  ___________________________________________________________________
 CS2108* NAD 83(1986)-  32 24 38.     (N)    097 14 10.     (W)     SCALED    
 CS2108* NAVD 88     -       217.494  (meters)     713.56   (feet)  ADJUSTED  
 CS2108  ___________________________________________________________________
 CS2108  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CS2108  DYNAMIC HT  -         217.234 (meters)     712.71  (feet)  COMP
 CS2108  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 CS2108
 CS2108  VERT ORDER  -  FIRST     CLASS II
 CS2108
 CS2108.The horizontal coordinates were scaled from a topographic map and have
 CS2108.an estimated accuracy of +/- 6 seconds.
 CS2108
 CS2108.The orthometric height was determined by differential leveling
 CS2108.and adjusted by the National Geodetic Survey in June 1991..
 CS2108
 CS2108.The geoid height was determined by GEOID03.
 CS2108
 CS2108.The dynamic height is computed by dividing the NAVD 88
 CS2108.geopotential number by the normal gravity value computed on the
 CS2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2108.degrees latitude (g = 980.6199 gals.).
 CS2108
 CS2108.The modeled gravity was interpolated from observed gravity values.
 CS2108
 CS2108;                    North         East    Units  Estimated Accuracy
 CS2108;SPC TXNC     - 2,083,210.      718,880.      MT  (+/- 180 meters Scaled)
 CS2108
 CS2108                          SUPERSEDED SURVEY CONTROL
 CS2108
 CS2108  NGVD 29 (??/??/92)  217.466  (m)          713.47   (f) ADJ UNCH    1 2
 CS2108
 CS2108.Superseded values are not recommended for survey control.
 CS2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2108.See file dsdata.txt to determine how the superseded data were derived.
 CS2108
 CS2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA658873(NAD 83)
 CS2108_MARKER: DB = BENCH MARK DISK
 CS2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2108_STAMPING: Q 293 1934
 CS2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2108+STABILITY: SURFACE MOTION
 CS2108
 CS2108  HISTORY     - Date     Condition        Report By
 CS2108  HISTORY     - 1934     MONUMENTED       CGS
 CS2108  HISTORY     - 1965     GOOD             NGS
 CS2108  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2108  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2108  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2108  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2108
 CS2108                          STATION DESCRIPTION
 CS2108
 CS2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2108'1.8 MI W FROM ALVARADO.
 CS2108'1.8 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS2108'STATION AT ALVARADO, JOHNSON COUNTY, 100 FEET EAST OF A ROAD CROSSING,
 CS2108'AND 37 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 CS2108'STAMPED Q 293 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 CS2108'BENCH MARK MAY BE REACHED FROM THE ALVARADO EXIT ALONG U.S. HIGHWAY 81
 CS2108'BY GOING 1.3 MILE NORTHWEST ALONG HIGHWAY 81 TO A GRAVELED ROAD,
 CS2108'THENCE 0.6 MILE WEST ALONG THE GRAVELED ROAD TO SITE OF BENCH MARK. IT
 CS2108'IS 139 FEET EAST OF THE SANTA FE RAILROAD SIGNAL, 119 FEET EAST OF THE
 CS2108'CENTER LINE OF ROAD, 6 FEET EAST OF THE FIRST TELEGRAPH POLE WHICH IS
 CS2108'EAST OF THE ROAD, AND IS IN LINE WITH THE SOUTH POLE OF THE THREE
 CS2108'LINES WHICH ARE BETWEEN THE SANTA FE RAILROAD AND THE MISSOURI-KANSAS
 CS2108'AND TEXAS RAILROAD, 42 FEET NORTH OF THE NORTH TRACK OF THE SANTA FE
 CS2108'RAILROAD, AND 62 FEET SOUTH OF THE SOUTH TRACK OF THE M-K-T RAILROAD
 CS2108'TRACKS.
 CS2108
 CS2108                          STATION RECOVERY (1983)
 CS2108
 CS2108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2108'MARK NOT FOUND.
 CS2108
 CS2108                          STATION RECOVERY (1991)
 CS2108
 CS2108'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS2108'MARK NOT FOUND.
 CS2108
 CS2108                          STATION RECOVERY (1994)
 CS2108
 CS2108'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2108'MARK NOT FOUND.
 CS2108
 CS2108                          STATION RECOVERY (1999)
 CS2108
 CS2108'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0549 ***********************************************************************
 DM0549  DESIGNATION -  Q 294 RESET 1968
 DM0549  PID         -  DM0549
 DM0549  STATE/COUNTY-  TX/FANNIN
 DM0549  USGS QUAD   -  HONEY GROVE (1984)
 DM0549
 DM0549                         *CURRENT SURVEY CONTROL
 DM0549  ___________________________________________________________________
 DM0549* NAD 83(1986)-  33 34 47.     (N)    095 54 30.     (W)     SCALED    
 DM0549* NAVD 88     -       201.39   (+/-2cm)     660.7    (feet)  VERTCON   
 DM0549  ___________________________________________________________________
 DM0549  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DM0549
 DM0549  VERT ORDER  -  THIRD (See Below)
 DM0549
 DM0549.The horizontal coordinates were scaled from a topographic map and have
 DM0549.an estimated accuracy of +/- 6 seconds.
 DM0549
 DM0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0549.The vertical order pertains to the NGVD 29 superseded value.
 DM0549
 DM0549.The geoid height was determined by GEOID03.
 DM0549
 DM0549;                    North         East    Units  Estimated Accuracy
 DM0549;SPC TXNC     - 2,215,110.      840,560.      MT  (+/- 180 meters Scaled)
 DM0549
 DM0549                          SUPERSEDED SURVEY CONTROL
 DM0549
 DM0549  NGVD 29 (??/??/??)  201.37   (m)          660.7    (f) RESET       3  
 DM0549
 DM0549.Superseded values are not recommended for survey control.
 DM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0549.See file dsdata.txt to determine how the superseded data were derived.
 DM0549
 DM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT300193(NAD 83)
 DM0549_MARKER: DB = BENCH MARK DISK
 DM0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0549_STAMPING: Q 294 RESET 1968
 DM0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0549+STABILITY: SURFACE MOTION
 DM0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM0549+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2003
 DM0549
 DM0549  HISTORY     - Date     Condition        Report By
 DM0549  HISTORY     - 1968     MONUMENTED       CGS
 DM0549  HISTORY     - 19940402 MARK NOT FOUND   USPSQD
 DM0549  HISTORY     - 20030126 GOOD             INDIV
 DM0549
 DM0549                          STATION DESCRIPTION
 DM0549
 DM0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DM0549'IN HONEY GROVE.
 DM0549'ABOUT 0.2 MILE SOUTH ALONG THE ONE WAY STREET FROM THE POST OFFICE IN
 DM0549'HONEY GROVE TO SITE OF BENCH MARK, 52 FEET SOUTH OF THE SOUTH RAIL OF
 DM0549'THE MAIN TEXAS AND PACIFIC RAILROAD TRACKS, 67 FEET NORTH OF THE
 DM0549'CENTER LINE OF 100 E. PACIFIC STREET, 82 FEET EAST OF THE NORTH-SOUTH
 DM0549'STREET, 5 FEET SOUTHEAST OF A TELEGRAPH POLE AND IN LINE WITH THE
 DM0549'TELEGRAPH POLES, AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  A C
 DM0549'AND GS DISK SET IN THE TOP OF A 10 X 10 IN. CONCRETE POST FLUSH WITH
 DM0549'THE SURFACE OF GROUND.
 DM0549
 DM0549                          STATION RECOVERY (1994)
 DM0549
 DM0549'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0549'MARK NOT FOUND.
 DM0549
 DM0549                          STATION RECOVERY (2003)
 DM0549
 DM0549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SIM)
 DM0549'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1968 CGS (MONUMENTED)
 DM0549'SURVEY.  AVERAGED LOCATION AND COORECTED GPSR COORDINATES ARE N 33
 DM0549'34.784  /  W 095 54.585
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0064 ***********************************************************************
 DN0064  DESIGNATION -  Q 295
 DN0064  PID         -  DN0064
 DN0064  STATE/COUNTY-  TX/FANNIN
 DN0064  USGS QUAD   -  BONHAM (1984)
 DN0064
 DN0064                         *CURRENT SURVEY CONTROL
 DN0064  ___________________________________________________________________
 DN0064* NAD 83(1986)-  33 34 23.     (N)    096 11 03.     (W)     SCALED    
 DN0064* NAVD 88     -       172.751  (meters)     566.77   (feet)  ADJUSTED  
 DN0064  ___________________________________________________________________
 DN0064  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DN0064  DYNAMIC HT  -         172.568 (meters)     566.17  (feet)  COMP
 DN0064  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DN0064
 DN0064  VERT ORDER  -  SECOND    CLASS 0
 DN0064
 DN0064.The horizontal coordinates were scaled from a topographic map and have
 DN0064.an estimated accuracy of +/- 6 seconds.
 DN0064
 DN0064.The orthometric height was determined by differential leveling
 DN0064.and adjusted by the National Geodetic Survey in June 1991..
 DN0064
 DN0064.The geoid height was determined by GEOID03.
 DN0064
 DN0064.The dynamic height is computed by dividing the NAVD 88
 DN0064.geopotential number by the normal gravity value computed on the
 DN0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0064.degrees latitude (g = 980.6199 gals.).
 DN0064
 DN0064.The modeled gravity was interpolated from observed gravity values.
 DN0064
 DN0064;                    North         East    Units  Estimated Accuracy
 DN0064;SPC TXNC     - 2,213,770.      814,980.      MT  (+/- 180 meters Scaled)
 DN0064
 DN0064                          SUPERSEDED SURVEY CONTROL
 DN0064
 DN0064  NGVD 29 (??/??/92)  172.748  (m)          566.76   (f) ADJ UNCH    2 0
 DN0064
 DN0064.Superseded values are not recommended for survey control.
 DN0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0064.See file dsdata.txt to determine how the superseded data were derived.
 DN0064
 DN0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC613183(NAD 83)
 DN0064_MARKER: DB = BENCH MARK DISK
 DN0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0064_SP_SET: FOUNDATION
 DN0064_STAMPING: Q 295 1934
 DN0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0064+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 DN0064
 DN0064  HISTORY     - Date     Condition        Report By
 DN0064  HISTORY     - 1934     MONUMENTED       CGS
 DN0064  HISTORY     - 19940413 GOOD             USPSQD
 DN0064  HISTORY     - 20020716 GOOD             INDIV
 DN0064
 DN0064                          STATION DESCRIPTION
 DN0064
 DN0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0064'IN BONHAM.
 DN0064'AT BONHAM AND ALONG THE T. AND P. R. R. 180 FEET S OF THE CENTER OF
 DN0064'THE TRACK.  90 FEET W OF THE T. AND P. REPAIR SHOP BUILDING.  DISK SET
 DN0064'HORIZONTALLY IN THE NW PIER OF WESTSIDE CITY WATER TOWER.
 DN0064
 DN0064                          STATION RECOVERY (1994)
 DN0064
 DN0064'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0064'RECOVERED IN GOOD CONDITION.
 DN0064
 DN0064                          STATION RECOVERY (2002)
 DN0064
 DN0064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0064'RECOVERED AS DESCRIBED WITH EXCEPTION. CORRECTED GPS COORDINATES  N 33
 DN0064'34.406'  W 096 11.048'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0138 ***********************************************************************
 CR0138  DESIGNATION -  Q 296
 CR0138  PID         -  CR0138
 CR0138  STATE/COUNTY-  TX/RUSK
 CR0138  USGS QUAD   -  HENDERSON (1973)
 CR0138
 CR0138                         *CURRENT SURVEY CONTROL
 CR0138  ___________________________________________________________________
 CR0138* NAD 83(1986)-  32 10 42.     (N)    094 48 08.     (W)     SCALED    
 CR0138* NAVD 88     -       150.358  (meters)     493.30   (feet)  ADJUSTED  
 CR0138  ___________________________________________________________________
 CR0138  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR0138  DYNAMIC HT  -         150.181 (meters)     492.72  (feet)  COMP
 CR0138  MODELED GRAV-     979,460.0   (mgal)                       NAVD 88
 CR0138
 CR0138  VERT ORDER  -  SECOND    CLASS 0
 CR0138
 CR0138.The horizontal coordinates were scaled from a topographic map and have
 CR0138.an estimated accuracy of +/- 6 seconds.
 CR0138
 CR0138.The orthometric height was determined by differential leveling
 CR0138.and adjusted by the National Geodetic Survey in June 1991..
 CR0138
 CR0138.The geoid height was determined by GEOID03.
 CR0138
 CR0138.The dynamic height is computed by dividing the NAVD 88
 CR0138.geopotential number by the normal gravity value computed on the
 CR0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0138.degrees latitude (g = 980.6199 gals.).
 CR0138
 CR0138.The modeled gravity was interpolated from observed gravity values.
 CR0138
 CR0138;                    North         East    Units  Estimated Accuracy
 CR0138;SPC TXNC     - 2,062,880.      948,660.      MT  (+/- 180 meters Scaled)
 CR0138
 CR0138                          SUPERSEDED SURVEY CONTROL
 CR0138
 CR0138  NGVD 29 (??/??/92)  150.375  (m)          493.36   (f) ADJ UNCH    2 0
 CR0138
 CR0138.Superseded values are not recommended for survey control.
 CR0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0138.See file dsdata.txt to determine how the superseded data were derived.
 CR0138
 CR0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR300616(NAD 83)
 CR0138_MARKER: DB = BENCH MARK DISK
 CR0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0138_STAMPING: Q 296 1934
 CR0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0138+STABILITY: SURFACE MOTION
 CR0138
 CR0138  HISTORY     - Date     Condition        Report By
 CR0138  HISTORY     - 1934     MONUMENTED       CGS
 CR0138  HISTORY     - 1972     GOOD             USGS
 CR0138  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0138
 CR0138                          STATION DESCRIPTION
 CR0138
 CR0138'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CR0138'1.9 MI NW FROM HENDERSON.
 CR0138'1.9 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CR0138'JUNIOR HIGH SCHOOL AT HENDERSON, RUSK COUNTY, 40 FEET NORTH OF
 CR0138'MILEPOST 14, 21 FEET SOUTH OF A WIRE FENCE, 21 FEET NORTH OF THE
 CR0138'CENTERLINE OF THE TRACK, 10 FEET EAST OF A POLE, IN LINE WITH THE ROW
 CR0138'OF POLES, AND ABOUT 6 INCHES LOWER THAN THE RAIL.  A STANDARD DISK,
 CR0138'STAMPED Q 296 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CR0138
 CR0138                          STATION RECOVERY (1990)
 CR0138
 CR0138'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CR0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0675 ***********************************************************************
 BY0675  DESIGNATION -  Q 298
 BY0675  PID         -  BY0675
 BY0675  STATE/COUNTY-  TX/ANGELINA
 BY0675  USGS QUAD   -  LUFKIN (1980)
 BY0675
 BY0675                         *CURRENT SURVEY CONTROL
 BY0675  ___________________________________________________________________
 BY0675* NAD 83(1986)-  31 21 41.     (N)    094 44 56.     (W)     SCALED    
 BY0675* NAVD 88     -       102.60   (+/-2cm)     336.6    (feet)  VERTCON   
 BY0675  ___________________________________________________________________
 BY0675  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY0675
 BY0675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0675
 BY0675.The horizontal coordinates were scaled from a topographic map and have
 BY0675.an estimated accuracy of +/- 6 seconds.
 BY0675
 BY0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0675.The vertical order pertains to the NGVD 29 superseded value.
 BY0675
 BY0675.The geoid height was determined by GEOID03.
 BY0675
 BY0675;                    North         East    Units  Estimated Accuracy
 BY0675;SPC TX C     - 3,201,200.    1,231,040.      MT  (+/- 180 meters Scaled)
 BY0675
 BY0675                          SUPERSEDED SURVEY CONTROL
 BY0675
 BY0675  NGVD 29 (??/??/92)  102.654  (m)          336.79   (f) ADJ UNCH    2 0
 BY0675
 BY0675.Superseded values are not recommended for survey control.
 BY0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0675.See file dsdata.txt to determine how the superseded data were derived.
 BY0675
 BY0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ336709(NAD 83)
 BY0675_MARKER: DB = BENCH MARK DISK
 BY0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0675_SP_SET: FOUNDATION
 BY0675_STAMPING: Q 298 1934
 BY0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY0675+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY0675
 BY0675  HISTORY     - Date     Condition        Report By
 BY0675  HISTORY     - 1934     MONUMENTED       CGS
 BY0675  HISTORY     - 1939     GOOD             NGS
 BY0675  HISTORY     - 20050710 GOOD             USPSQD
 BY0675
 BY0675                          STATION DESCRIPTION
 BY0675
 BY0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0675'2.0 MI NW FROM LUFKIN.
 BY0675'2.0 MILES NW OF AND ALONG THE ST. L. AND SW. R. R. 160 FEET SW OF THE
 BY0675'CENTER OF THE TRACK.  180 FEET W OF MILE POST 634/10.  SET
 BY0675'HORIZONTALLY IN TOP OF THE NW CONCRETE PIER OF THE CITY WATER TOWER AT
 BY0675'KELTYS.
 BY0675
 BY0675                          STATION RECOVERY (1939)
 BY0675
 BY0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 BY0675'RECOVERED IN GOOD CONDITION.
 BY0675
 BY0675                          STATION RECOVERY (2005)
 BY0675
 BY0675'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2341 ***********************************************************************
 CS2341  DESIGNATION -  Q 3
 CS2341  PID         -  CS2341
 CS2341  STATE/COUNTY-  TX/JOHNSON
 CS2341  USGS QUAD   -  CRESSON (1973)
 CS2341
 CS2341                         *CURRENT SURVEY CONTROL
 CS2341  ___________________________________________________________________
 CS2341* NAD 83(1986)-  32 31 57.     (N)    097 36 56.     (W)     SCALED    
 CS2341* NAVD 88     -       318.674  (meters)    1045.52   (feet)  ADJUSTED  
 CS2341  ___________________________________________________________________
 CS2341  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CS2341  DYNAMIC HT  -         318.288 (meters)    1044.25  (feet)  COMP
 CS2341  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 CS2341
 CS2341  VERT ORDER  -  FIRST     CLASS II
 CS2341
 CS2341.The horizontal coordinates were scaled from a topographic map and have
 CS2341.an estimated accuracy of +/- 6 seconds.
 CS2341
 CS2341.The orthometric height was determined by differential leveling
 CS2341.and adjusted by the National Geodetic Survey in June 1991..
 CS2341
 CS2341.The geoid height was determined by GEOID03.
 CS2341
 CS2341.The dynamic height is computed by dividing the NAVD 88
 CS2341.geopotential number by the normal gravity value computed on the
 CS2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2341.degrees latitude (g = 980.6199 gals.).
 CS2341
 CS2341.The modeled gravity was interpolated from observed gravity values.
 CS2341
 CS2341;                    North         East    Units  Estimated Accuracy
 CS2341;SPC TXNC     - 2,096,360.      683,080.      MT  (+/- 180 meters Scaled)
 CS2341
 CS2341                          SUPERSEDED SURVEY CONTROL
 CS2341
 CS2341  NGVD 29 (??/??/92)  318.652  (m)         1045.44   (f) ADJ UNCH    1 2
 CS2341
 CS2341.Superseded values are not recommended for survey control.
 CS2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2341.See file dsdata.txt to determine how the superseded data were derived.
 CS2341
 CS2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB300003(NAD 83)
 CS2341_MARKER: Q = CHISELED SQUARE
 CS2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2341_SP_SET: STONE POST
 CS2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2341+STABILITY: SURFACE MOTION
 CS2341
 CS2341  HISTORY     - Date     Condition        Report By
 CS2341  HISTORY     - UNK      MONUMENTED       CGS
 CS2341  HISTORY     - 1964     POOR             NGS
 CS2341  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2341
 CS2341                          STATION DESCRIPTION
 CS2341
 CS2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2341'IN CRESSON.
 CS2341'0.1 MILE EAST ALONG THE NORTHEAST SIDE OF RAILROAD TRACKS FROM THE
 CS2341'JUNCTION OF THE RAILROAD CROSSING AND U. S. HIGHWAY 377 IN CRESSON,
 CS2341'187 FEET NORTHWEST OF A LIGHT SIGNAL NO. 64 LA, 75 FEET SOUTHWEST OF A
 CS2341'TRACK ROAD, 50 FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD
 CS2341'TRACKS, 125 FEET EAST OF THE Y OF RAILROAD TRACKS, 21 FEET SOUTHEAST
 CS2341'OF TELEGRAPH POLE NO 7J, AND IS ABOUT 8 FEET BELOW THE TRACKS.  A 6 X
 CS2341'6 IN. STONE POST WHICH HAS A SQUARE CHISELED HOLE AND LETTERS U S B M
 CS2341'ENGRAVED IN THE TOP.  THE POST PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 CS2341'NOTE-- THIS BENCH MARK WAS FOUND TO BE LEANING DUE TO EROSION. IT
 CS2341'SHOULD BE USED WITH CAUTION.  THE DEPOT AT CRESSON HAS BEEN TORE DOWN
 CS2341'AND MOVED AWAY AND NEW RAILROAD TRACKS HAVE BEEN LAYED IN THE AREA.
 CS2341
 CS2341                          STATION RECOVERY (1999)
 CS2341
 CS2341'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2047 ***********************************************************************
 CS2047  DESIGNATION -  Q 301
 CS2047  PID         -  CS2047
 CS2047  STATE/COUNTY-  TX/HILL
 CS2047  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2047
 CS2047                         *CURRENT SURVEY CONTROL
 CS2047  ___________________________________________________________________
 CS2047* NAD 83(1986)-  32 02 21.     (N)    097 07 43.     (W)     SCALED    
 CS2047* NAVD 88     -       192.654  (meters)     632.07   (feet)  ADJUSTED  
 CS2047  ___________________________________________________________________
 CS2047  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CS2047  DYNAMIC HT  -         192.417 (meters)     631.29  (feet)  COMP
 CS2047  MODELED GRAV-     979,406.3   (mgal)                       NAVD 88
 CS2047
 CS2047  VERT ORDER  -  FIRST     CLASS II
 CS2047
 CS2047.The horizontal coordinates were scaled from a topographic map and have
 CS2047.an estimated accuracy of +/- 6 seconds.
 CS2047
 CS2047.The orthometric height was determined by differential leveling
 CS2047.and adjusted by the National Geodetic Survey in June 1991..
 CS2047.WARNING-Repeat measurements at this control monument indicate possible
 CS2047.vertical movement.
 CS2047
 CS2047.The geoid height was determined by GEOID03.
 CS2047
 CS2047.The dynamic height is computed by dividing the NAVD 88
 CS2047.geopotential number by the normal gravity value computed on the
 CS2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2047.degrees latitude (g = 980.6199 gals.).
 CS2047
 CS2047.The modeled gravity was interpolated from observed gravity values.
 CS2047
 CS2047;                    North         East    Units  Estimated Accuracy
 CS2047;SPC TXNC     - 2,042,150.      729,530.      MT  (+/- 180 meters Scaled)
 CS2047
 CS2047                          SUPERSEDED SURVEY CONTROL
 CS2047
 CS2047  NGVD 29 (??/??/92)  192.618  (m)          631.95   (f) ADJ UNCH    1 2
 CS2047
 CS2047.Superseded values are not recommended for survey control.
 CS2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2047.See file dsdata.txt to determine how the superseded data were derived.
 CS2047
 CS2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA767463(NAD 83)
 CS2047_MARKER: DB = BENCH MARK DISK
 CS2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2047_STAMPING: Q 301 1934
 CS2047_MARK LOGO: CGS   
 CS2047_PROJECTION: PROJECTING 15 CENTIMETERS
 CS2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2047+STABILITY: SURFACE MOTION
 CS2047
 CS2047  HISTORY     - Date     Condition        Report By
 CS2047  HISTORY     - 1934     MONUMENTED       CGS
 CS2047  HISTORY     - 1942     GOOD             NGS
 CS2047  HISTORY     - 1980     GOOD             NGS
 CS2047  HISTORY     - 1983     GOOD             NGS
 CS2047  HISTORY     - 19950408 GOOD             USPSQD
 CS2047  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 CS2047
 CS2047                          STATION DESCRIPTION
 CS2047
 CS2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS2047'2.2 MI N FROM HILLSBORO.
 CS2047'2.2 MI N OF AND ALONG THE M K AND T R R 0.2 MILE N OF MILE POST 810.
 CS2047'61 YARDS S OF SEMAPHORE 8099.  37 FEET W OF CENTER OF TRACK.  45 FEET
 CS2047'E OF CENTER OF US HWY 81.
 CS2047
 CS2047                          STATION RECOVERY (1942)
 CS2047
 CS2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS2047'RECOVERED IN GOOD CONDITION.
 CS2047
 CS2047                          STATION RECOVERY (1980)
 CS2047
 CS2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2047'0.55 KM. (0.35 MI.) NORTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 CS2047'COURTHOUSE IN HILLSBORO, THENCE 0.15 KM. (0.1 MI.) NORTH ALONG A PAVED
 CS2047'ROAD, THENCE 2.4 KM. (1.5 MI.) NORTHWEST AND NORTH ALONG A PAVED ROAD,
 CS2047'0.3 KM. (0.2 MI.) NORTH OF MILE MARKER 810, 0.3 KM. (0.2 MI.) SOUTH
 CS2047'OF A PIPELINE CROSSING, IN A DITCH AREA, 43.9 M. (144 FT.) NORTH OF A
 CS2047'RAILROAD CROSSING SIGN, 42.1 M. (138 FT.) SOUTH OF AN UNDERGROUND
 CS2047'TELEPHONE CABLE WARNING SIGN, 13.1 M. (43.0 FT.) EAST OF THE
 CS2047'CENTERLINE OF THE PAVED ROAD, 11.3 M. (37.0 FT.) WEST OF THE CENTER
 CS2047'OF THE RAILROAD TRACKS, 3.0 M. (10.0 FT.) SOUTH OF A TELEPHONE POLE
 CS2047'STUB PROJECTING 10-CM. ABOVE GROUND.
 CS2047'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CS2047'THE MARK IS 1.0 M BELOW A PAVED ROAD.
 CS2047
 CS2047                          STATION RECOVERY (1983)
 CS2047
 CS2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2047'RECOVERED IN GOOD CONDITION WITH THE EXCEPTION THAT THE HIGHWAY IS NOW
 CS2047'U.S. HIGHWAY 81, AND IT IS 0.3 METER (1.0 FT) SOUTH OF A WITNESS POST.
 CS2047
 CS2047                          STATION RECOVERY (1995)
 CS2047
 CS2047'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2047'RECOVERED IN GOOD CONDITION.
 CS2047
 CS2047                          STATION RECOVERY (2003)
 CS2047
 CS2047'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS2047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0618 ***********************************************************************
 BY0618  DESIGNATION -  Q 303
 BY0618  PID         -  BY0618
 BY0618  STATE/COUNTY-  TX/ANGELINA
 BY0618  USGS QUAD   -  ZAVALLA (1984)
 BY0618
 BY0618                         *CURRENT SURVEY CONTROL
 BY0618  ___________________________________________________________________
 BY0618* NAD 83(1986)-  31 11 24.     (N)    094 27 11.     (W)     SCALED    
 BY0618* NAVD 88     -        75.23   (+/-2cm)     246.8    (feet)  VERTCON   
 BY0618  ___________________________________________________________________
 BY0618  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BY0618
 BY0618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0618
 BY0618.The horizontal coordinates were scaled from a topographic map and have
 BY0618.an estimated accuracy of +/- 6 seconds.
 BY0618
 BY0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0618.The vertical order pertains to the NGVD 29 superseded value.
 BY0618
 BY0618.The geoid height was determined by GEOID03.
 BY0618
 BY0618;                    North         East    Units  Estimated Accuracy
 BY0618;SPC TX C     - 3,183,680.    1,260,150.      MT  (+/- 180 meters Scaled)
 BY0618
 BY0618                          SUPERSEDED SURVEY CONTROL
 BY0618
 BY0618  NGVD 29 (??/??/92)   75.258  (m)          246.91   (f) ADJ UNCH    2 0
 BY0618
 BY0618.Superseded values are not recommended for survey control.
 BY0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0618.See file dsdata.txt to determine how the superseded data were derived.
 BY0618
 BY0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ615515(NAD 83)
 BY0618_MARKER: DB = BENCH MARK DISK
 BY0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0618_STAMPING: Q 303 1934
 BY0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0618+STABILITY: SURFACE MOTION
 BY0618
 BY0618  HISTORY     - Date     Condition        Report By
 BY0618  HISTORY     - 1934     MONUMENTED       CGS
 BY0618  HISTORY     - 1952     GOOD             NGS
 BY0618
 BY0618                          STATION DESCRIPTION
 BY0618
 BY0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0618'2.7 MI NW FROM ZAVALLA.
 BY0618'2.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0618'STATION AT ZAVALLA, 129 FEET NORTHWEST OF MILEPOST 117, 126.9 FEET
 BY0618'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 69, 43.9 FEET NORTHEAST
 BY0618'OF THE NORTHEAST RAIL, 20 FEET SOUTHEAST OF THE CENTER OF A PRIVATE
 BY0618'ROAD CROSSING, 3.5 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A
 BY0618'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0284 ***********************************************************************
 BL0284  DESIGNATION -  Q 304
 BL0284  PID         -  BL0284
 BL0284  STATE/COUNTY-  TX/HARDIN
 BL0284  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0284
 BL0284                         *CURRENT SURVEY CONTROL
 BL0284  ___________________________________________________________________
 BL0284* NAD 83(1986)-  30 29 30.     (N)    094 23 59.     (W)     SCALED    
 BL0284* NAVD 88     -        31.63   (+/-2cm)     103.8    (feet)  VERTCON   
 BL0284  ___________________________________________________________________
 BL0284  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL0284
 BL0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0284
 BL0284.The horizontal coordinates were scaled from a topographic map and have
 BL0284.an estimated accuracy of +/- 6 seconds.
 BL0284
 BL0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0284.The vertical order pertains to the NGVD 29 superseded value.
 BL0284
 BL0284.The geoid height was determined by GEOID03.
 BL0284
 BL0284;                    North         East    Units  Estimated Accuracy
 BL0284;SPC TX C     - 3,106,640.    1,269,350.      MT  (+/- 180 meters Scaled)
 BL0284
 BL0284                          SUPERSEDED SURVEY CONTROL
 BL0284
 BL0284  NGVD 29 (??/??/92)   31.628  (m)          103.77   (f) ADJ UNCH    2 0
 BL0284
 BL0284.Superseded values are not recommended for survey control.
 BL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0284.See file dsdata.txt to determine how the superseded data were derived.
 BL0284
 BL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP656741(NAD 83)
 BL0284_MARKER: DB = BENCH MARK DISK
 BL0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0284_STAMPING: Q 304 1934
 BL0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0284+STABILITY: SURFACE MOTION
 BL0284
 BL0284  HISTORY     - Date     Condition        Report By
 BL0284  HISTORY     - 1934     MONUMENTED       CGS
 BL0284  HISTORY     - 1977     GOOD             USGS
 BL0284  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0284
 BL0284                          STATION DESCRIPTION
 BL0284
 BL0284'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BL0284'IN VILLAGE MILLS.
 BL0284'AT VILLAGE MILLS, HARDIN COUNTY, 953 FT. SOUTH OF A ROAD CROSSING, 43
 BL0284'FT. WEST OF CENTERLINE RAILROAD, 3 FT. EAST OF FENCE, ABOUT 30 FT.
 BL0284'NORTH OF A LARGE PINE TREE, AND SET FLUSH WITH GROUND.  A STANDARD
 BL0284'DISK, STAMPED Q 304 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BL0284
 BL0284                          STATION RECOVERY (1998)
 BL0284
 BL0284'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0478 ***********************************************************************
 AW0478  DESIGNATION -  Q 305
 AW0478  PID         -  AW0478
 AW0478  STATE/COUNTY-  TX/GALVESTON
 AW0478  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0478
 AW0478                         *CURRENT SURVEY CONTROL
 AW0478  ___________________________________________________________________
 AW0478* NAD 83(1986)-  29 20 26.     (N)    094 59 50.     (W)     SCALED    
 AW0478* NAVD 88     -         2.79   (+/-2cm)       9.2    (feet)  VERTCON   
 AW0478  ___________________________________________________________________
 AW0478  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW0478  OBS GRAVITY -     979,259.4   (mgal)                       GRAV_OBS
 AW0478
 AW0478  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0478
 AW0478.The horizontal coordinates were scaled from a topographic map and have
 AW0478.an estimated accuracy of +/- 6 seconds.
 AW0478
 AW0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0478.The vertical order pertains to the NGVD 29 superseded value.
 AW0478
 AW0478.The geoid height was determined by GEOID03.
 AW0478.The observed gravity was obtained from relative gravimeter ties
 AW0478.to the IGSN71 gravity network.
 AW0478
 AW0478;                    North         East    Units  Estimated Accuracy
 AW0478;SPC TXSC     - 4,173,690.      988,610.      MT  (+/- 180 meters Scaled)
 AW0478
 AW0478                          SUPERSEDED SURVEY CONTROL
 AW0478
 AW0478  NGVD 29 (??/??/92)    2.783  (m)            9.13   (f) ADJ UNCH    1 2
 AW0478
 AW0478.Superseded values are not recommended for survey control.
 AW0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0478.See file dsdata.txt to determine how the superseded data were derived.
 AW0478
 AW0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN060473(NAD 83)
 AW0478_MARKER: DB = BENCH MARK DISK
 AW0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0478_STAMPING: Q 305 1935 10.928 FT.
 AW0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0478+STABILITY: SURFACE MOTION
 AW0478
 AW0478  HISTORY     - Date     Condition        Report By
 AW0478  HISTORY     - 1935     MONUMENTED       CGS
 AW0478  HISTORY     - 1973     GOOD             NGS
 AW0478  HISTORY     - 1978     GOOD             NGS
 AW0478  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0478  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0478  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0478  HISTORY     - 19891107 MARK NOT FOUND   USPSQD
 AW0478  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 AW0478  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AW0478
 AW0478                          STATION DESCRIPTION
 AW0478
 AW0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0478'1.5 MI E FROM HITCHCOCK.
 AW0478'1.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0478'THE STATION AT HITCHCOCK, 47.9 FEET NORTH OF THE NORTH RAIL, 29 FEET
 AW0478'SOUTH OF THE CENTER LINE OF RAILROAD AVENUE, 152.2 FEET
 AW0478'EAST-SOUTH-EAST OF THE SOUTHEAST CORNER OF A CHAIN LINK AROUND A WATER
 AW0478'TANK, 30 FEET WEST OF THE EXTENDED CENTER LINE OF FAIRWOOD STREET,
 AW0478'12.3 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE HEADWALL OF A
 AW0478'CULVERT, 0.8 FOOT SOUTH OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 AW0478'TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0478
 AW0478                          STATION RECOVERY (1978)
 AW0478
 AW0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0478'RECOVERED IN GOOD CONDITION.
 AW0478
 AW0478                          STATION RECOVERY (1987)
 AW0478
 AW0478'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0478'MARK NOT FOUND.
 AW0478
 AW0478                          STATION RECOVERY (1987)
 AW0478
 AW0478'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW0478'MARK NOT FOUND.
 AW0478
 AW0478                          STATION RECOVERY (1987)
 AW0478
 AW0478'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0478'MARK NOT FOUND.
 AW0478
 AW0478                          STATION RECOVERY (1989)
 AW0478
 AW0478'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 AW0478'MARK NOT FOUND.
 AW0478
 AW0478                          STATION RECOVERY (2004)
 AW0478
 AW0478'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0478'MARK NOT FOUND.
 AW0478
 AW0478                          STATION RECOVERY (2005)
 AW0478
 AW0478'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4749 ***********************************************************************
 AW4749  DESIGNATION -  Q 306
 AW4749  PID         -  AW4749
 AW4749  STATE/COUNTY-  TX/FORT BEND
 AW4749  USGS QUAD   -  SUGAR LAND (1995)
 AW4749
 AW4749                         *CURRENT SURVEY CONTROL
 AW4749  ___________________________________________________________________
 AW4749* NAD 83(1986)-  29 31 46.     (N)    095 38 59.     (W)     SCALED    
 AW4749* NAVD 88     -        23.50   (+/-2cm)      77.1    (feet)  VERTCON   
 AW4749  ___________________________________________________________________
 AW4749  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW4749
 AW4749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4749
 AW4749.The horizontal coordinates were scaled from a topographic map and have
 AW4749.an estimated accuracy of +/- 6 seconds.
 AW4749
 AW4749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4749.The vertical order pertains to the NGVD 29 superseded value.
 AW4749
 AW4749.The geoid height was determined by GEOID03.
 AW4749
 AW4749;                    North         East    Units  Estimated Accuracy
 AW4749;SPC TXSC     - 4,192,630.      924,680.      MT  (+/- 180 meters Scaled)
 AW4749
 AW4749                          SUPERSEDED SURVEY CONTROL
 AW4749
 AW4749  NGVD 29 (??/??/92)   23.498  (m)           77.09   (f) ADJ UNCH    2 0
 AW4749
 AW4749.Superseded values are not recommended for survey control.
 AW4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4749.See file dsdata.txt to determine how the superseded data were derived.
 AW4749
 AW4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN431695(NAD 83)
 AW4749_MARKER: DB = BENCH MARK DISK
 AW4749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4749_STAMPING: Q 306 1935
 AW4749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4749+STABILITY: SURFACE MOTION
 AW4749
 AW4749  HISTORY     - Date     Condition        Report By
 AW4749  HISTORY     - 1935     MONUMENTED       CGS
 AW4749  HISTORY     - 1943     GOOD             NGS
 AW4749  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4749  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4749
 AW4749                          STATION DESCRIPTION
 AW4749
 AW4749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW4749'IN BOOTH.
 AW4749'AT BOOTH, FORT BEND COUNTY, 0.1 MILE EAST ALONG THE GULF, COLORADO AND
 AW4749'SANTA FE RAILWAY FROM THE STATION, 125 FEET WEST OF THE WEST END OF
 AW4749'BRIDGE 54 A, 32.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 9.4
 AW4749'FEET EAST OF THE EAST GATEPOST, 3.5 FEET NORTH OF THE WIRE FENCE, 1.5
 AW4749'FEET NORTH OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 AW4749'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AW4749
 AW4749                          STATION RECOVERY (1943)
 AW4749
 AW4749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4749'RECOVERED IN GOOD CONDITION.
 AW4749
 AW4749                          STATION RECOVERY (1993)
 AW4749
 AW4749'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4749'MARK NOT FOUND.
 AW4749
 AW4749                          STATION RECOVERY (1998)
 AW4749
 AW4749'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0340 ***********************************************************************
 AX0340  DESIGNATION -  Q 307
 AX0340  PID         -  AX0340
 AX0340  STATE/COUNTY-  TX/WHARTON
 AX0340  USGS QUAD   -  EL CAMPO (1981)
 AX0340
 AX0340                         *CURRENT SURVEY CONTROL
 AX0340  ___________________________________________________________________
 AX0340* NAD 83(1986)-  29 10 40.     (N)    096 17 47.     (W)     SCALED    
 AX0340* NAVD 88     -        30.68   (+/-2cm)     100.7    (feet)  VERTCON   
 AX0340  ___________________________________________________________________
 AX0340  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0340
 AX0340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0340
 AX0340.The horizontal coordinates were scaled from a topographic map and have
 AX0340.an estimated accuracy of +/- 6 seconds.
 AX0340
 AX0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0340.The vertical order pertains to the NGVD 29 superseded value.
 AX0340
 AX0340.The geoid height was determined by GEOID03.
 AX0340
 AX0340;                    North         East    Units  Estimated Accuracy
 AX0340;SPC TXSC     - 4,152,040.      862,930.      MT  (+/- 180 meters Scaled)
 AX0340
 AX0340                          SUPERSEDED SURVEY CONTROL
 AX0340
 AX0340  NGVD 29 (??/??/92)   30.686  (m)          100.68   (f) ADJ UNCH    2 0
 AX0340
 AX0340.Superseded values are not recommended for survey control.
 AX0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0340.See file dsdata.txt to determine how the superseded data were derived.
 AX0340
 AX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT629307(NAD 83)
 AX0340_MARKER: DB = BENCH MARK DISK
 AX0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0340_STAMPING: Q 307 1935
 AX0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0340+STABILITY: SURFACE MOTION
 AX0340
 AX0340  HISTORY     - Date     Condition        Report By
 AX0340  HISTORY     - 1935     MONUMENTED       CGS
 AX0340  HISTORY     - 1947     GOOD             CGS
 AX0340  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0340
 AX0340                          STATION DESCRIPTION
 AX0340
 AX0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0340'2.0 MI SW FROM EL CAMPO.
 AX0340'2.0 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0340'STATION AT EL CAMPO, WHARTON COUNTY, 55 FEET SOUTHWEST OF THE THIRD
 AX0340'POLE NORTHEAST OF MILEPOST 41, AT THE CROSSING OF A DIRT ROAD LEADING
 AX0340'SOUTH, 42.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 29.5 FEET WEST OF
 AX0340'THE CENTER LINE OF THE ROAD, 2.9 FEET SOUTHWEST OF A WHITE WOODEN
 AX0340'WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 AX0340'STAMPED Q 307 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX0340'0.3 FOOT ABOVE GROUND.
 AX0340
 AX0340                          STATION RECOVERY (1947)
 AX0340
 AX0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 AX0340'2.0 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 AX0340'STATION AT EL CAMPO, AT A ROAD CROSSING, 55.0 FEET SOUTHWEST OF THE 3
 AX0340'RD POLE NORTHEAST OF MILEPOST 41, 42.5 FEET SOUTHEAST OF THE
 AX0340'SOUTHEAST RAIL OF THE TRACK, 30.0 FEET WEST OF THE CENTER LINE OF THE
 AX0340'ROAD, 2.9 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 AX0340'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AX0340
 AX0340                          STATION RECOVERY (1987)
 AX0340
 AX0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0340'NOT RECOVERED.  THE DESCRIBED AREA IS NOW A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2458 ***********************************************************************
 AW2458  DESIGNATION -  Q 310
 AW2458  PID         -  AW2458
 AW2458  STATE/COUNTY-  TX/JEFFERSON
 AW2458  USGS QUAD   -  CLAM LAKE (1993)
 AW2458
 AW2458                         *CURRENT SURVEY CONTROL
 AW2458  ___________________________________________________________________
 AW2458* NAD 83(1986)-  29 39 32.     (N)    094 05 55.     (W)     SCALED    
 AW2458* NAVD 88     -         1.92   (+/-2cm)       6.3    (feet)  VERTCON   
 AW2458  ___________________________________________________________________
 AW2458  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW2458
 AW2458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2458
 AW2458.The horizontal coordinates were scaled from a topographic map and have
 AW2458.an estimated accuracy of +/- 6 seconds.
 AW2458
 AW2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2458.The vertical order pertains to the NGVD 29 superseded value.
 AW2458
 AW2458.The geoid height was determined by GEOID03.
 AW2458
 AW2458;                    North         East    Units  Estimated Accuracy
 AW2458;SPC TXSC     - 4,212,260.    1,074,330.      MT  (+/- 180 meters Scaled)
 AW2458
 AW2458                          SUPERSEDED SURVEY CONTROL
 AW2458
 AW2458  NGVD 29 (??/??/92)    1.91   (m)            6.3    (f) COMPUTED    2 0
 AW2458
 AW2458.Superseded values are not recommended for survey control.
 AW2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2458.See file dsdata.txt to determine how the superseded data were derived.
 AW2458
 AW2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN936814(NAD 83)
 AW2458_MARKER: DB = BENCH MARK DISK
 AW2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2458_STAMPING: Q 310 1935
 AW2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2458+STABILITY: SURFACE MOTION
 AW2458
 AW2458  HISTORY     - Date     Condition        Report By
 AW2458  HISTORY     - 1935     MONUMENTED       CGS
 AW2458  HISTORY     - 1943     MARK NOT FOUND   LOCENG
 AW2458
 AW2458                          STATION DESCRIPTION
 AW2458
 AW2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2458'14.1 MI W FROM SABINE PASS.
 AW2458'14.1 MILES WEST OF AND ALONG STATE HIGHWAY 87 34 FEET NORTH OF THE OLD
 AW2458'ROAD BED.  75 YARDS NORTH OF THE GULF.
 AW2458
 AW2458                          STATION RECOVERY (1943)
 AW2458
 AW2458'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 AW2458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0261 ***********************************************************************
 BM0261  DESIGNATION -  Q 311
 BM0261  PID         -  BM0261
 BM0261  STATE/COUNTY-  TX/LEE
 BM0261  USGS QUAD   -  TANGLEWOOD (1989)
 BM0261
 BM0261                         *CURRENT SURVEY CONTROL
 BM0261  ___________________________________________________________________
 BM0261* NAD 83(1986)-  30 22 50.     (N)    096 59 10.     (W)     SCALED    
 BM0261* NAVD 88     -       116.52   (+/-2cm)     382.3    (feet)  VERTCON   
 BM0261  ___________________________________________________________________
 BM0261  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BM0261
 BM0261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0261
 BM0261.The horizontal coordinates were scaled from a topographic map and have
 BM0261.an estimated accuracy of +/- 6 seconds.
 BM0261
 BM0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0261.The vertical order pertains to the NGVD 29 superseded value.
 BM0261
 BM0261.The geoid height was determined by GEOID03.
 BM0261
 BM0261;                    North         East    Units  Estimated Accuracy
 BM0261;SPC TX C     - 3,083,980.    1,021,650.      MT  (+/- 180 meters Scaled)
 BM0261
 BM0261                          SUPERSEDED SURVEY CONTROL
 BM0261
 BM0261  NGVD 29 (??/??/92)  116.465  (m)          382.10   (f) ADJ UNCH    2 0
 BM0261
 BM0261.Superseded values are not recommended for survey control.
 BM0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0261.See file dsdata.txt to determine how the superseded data were derived.
 BM0261
 BM0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU935626(NAD 83)
 BM0261_MARKER: DB = BENCH MARK DISK
 BM0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0261_SP_SET: CULVERT
 BM0261_STAMPING: Q 311 1935
 BM0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0261
 BM0261  HISTORY     - Date     Condition        Report By
 BM0261  HISTORY     - 1935     MONUMENTED       CGS
 BM0261  HISTORY     - 1960     GOOD             USGS
 BM0261
 BM0261                          STATION DESCRIPTION
 BM0261
 BM0261'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BM0261'2.8 MI S FROM LEXINGTON.
 BM0261'2.8 MILES GENERALLY SOUTH ALONG SPUR 123 AND U.S. HIGHWAY 77 FROM THE
 BM0261'POST OFFICE AT LEXINGTON, 89 FEET WEST OF THE CENTERLINE OF U.S.
 BM0261'HIGHWAY 77, 9 FEET EAST OF THE CENTERLINE OF THE ABANDONED RAILROAD
 BM0261'GRADE, AND IN THE TOP OF THE EAST END OF A CONCRETE CULVERT.  A
 BM0261'STANDARD DISK, STAMPED Q 311 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1469 ***********************************************************************
 BL1469  DESIGNATION -  Q 312
 BL1469  PID         -  BL1469
 BL1469  STATE/COUNTY-  TX/MONTGOMERY
 BL1469  USGS QUAD   -  COWL SPUR (1976)
 BL1469
 BL1469                         *CURRENT SURVEY CONTROL
 BL1469  ___________________________________________________________________
 BL1469* NAD 83(1986)-  30 19 09.     (N)    095 35 20.     (W)     SCALED    
 BL1469* NAVD 88     -        76.55   (+/-2cm)     251.1    (feet)  VERTCON   
 BL1469  ___________________________________________________________________
 BL1469  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL1469
 BL1469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1469
 BL1469.The horizontal coordinates were scaled from a topographic map and have
 BL1469.an estimated accuracy of +/- 6 seconds.
 BL1469
 BL1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1469.The vertical order pertains to the NGVD 29 superseded value.
 BL1469
 BL1469.The geoid height was determined by GEOID03.
 BL1469
 BL1469;                    North         East    Units  Estimated Accuracy
 BL1469;SPC TX C     - 3,082,060.    1,156,140.      MT  (+/- 180 meters Scaled)
 BL1469
 BL1469                          SUPERSEDED SURVEY CONTROL
 BL1469
 BL1469  NGVD 29 (??/??/92)   76.546  (m)          251.13   (f) ADJ UNCH    2 0
 BL1469
 BL1469.Superseded values are not recommended for survey control.
 BL1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1469.See file dsdata.txt to determine how the superseded data were derived.
 BL1469
 BL1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP510569(NAD 83)
 BL1469_MARKER: DB = BENCH MARK DISK
 BL1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1469_STAMPING: Q 312 1935
 BL1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1469+STABILITY: SURFACE MOTION
 BL1469
 BL1469  HISTORY     - Date     Condition        Report By
 BL1469  HISTORY     - 1935     MONUMENTED       CGS
 BL1469  HISTORY     - 1954     GOOD             NGS
 BL1469  HISTORY     - 19920314 MARK NOT FOUND   USPSQD
 BL1469
 BL1469                          STATION DESCRIPTION
 BL1469
 BL1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1469'8.1 MI W FROM CONROE.
 BL1469'8.1 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1469'STATION AT CONROE, 3 POLES EAST OF MILEPOST 64, 86 FEET NORTH OF THE
 BL1469'NORTH RAIL, 54.8 FEET NORTH OF A TELEPHONE POLE, 52 FEET SOUTH OF THE
 BL1469'CENTER LINE OF AN OILED ROAD, 42 FEET EAST OF A 26 INCH GUM TREE, 9.5
 BL1469'FEET SOUTH OF A 32 INCH PINE TREE, SET IN THE TOP OF A CONCRETE POST
 BL1469'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL1469
 BL1469                          STATION RECOVERY (1992)
 BL1469
 BL1469'RECOVERY NOTE BY US POWER SQUADRON 1992 (DDD)
 BL1469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0132 ***********************************************************************
 BM0132  DESIGNATION -  Q 313
 BM0132  PID         -  BM0132
 BM0132  STATE/COUNTY-  TX/BRAZOS
 BM0132  USGS QUAD   -  MILLICAN (1980)
 BM0132
 BM0132                         *CURRENT SURVEY CONTROL
 BM0132  ___________________________________________________________________
 BM0132* NAD 83(1986)-  30 27 53.     (N)    096 11 56.     (W)     SCALED    
 BM0132* NAVD 88     -        93.82   (+/-2cm)     307.8    (feet)  VERTCON   
 BM0132  ___________________________________________________________________
 BM0132  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BM0132
 BM0132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0132
 BM0132.The horizontal coordinates were scaled from a topographic map and have
 BM0132.an estimated accuracy of +/- 6 seconds.
 BM0132
 BM0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0132.The vertical order pertains to the NGVD 29 superseded value.
 BM0132
 BM0132.The geoid height was determined by GEOID03.
 BM0132
 BM0132;                    North         East    Units  Estimated Accuracy
 BM0132;SPC TX C     - 3,095,850.    1,096,920.      MT  (+/- 180 meters Scaled)
 BM0132
 BM0132                          SUPERSEDED SURVEY CONTROL
 BM0132
 BM0132  NGVD 29 (??/??/92)   93.800  (m)          307.74   (f) ADJ UNCH    2 0
 BM0132
 BM0132.Superseded values are not recommended for survey control.
 BM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0132.See file dsdata.txt to determine how the superseded data were derived.
 BM0132
 BM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU689736(NAD 83)
 BM0132_MARKER: DB = BENCH MARK DISK
 BM0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0132_STAMPING: Q 313 1935
 BM0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0132+STABILITY: SURFACE MOTION
 BM0132
 BM0132  HISTORY     - Date     Condition        Report By
 BM0132  HISTORY     - 1935     MONUMENTED       CGS
 BM0132  HISTORY     - 1939     GOOD             NGS
 BM0132  HISTORY     - 1944     GOOD             NGS
 BM0132  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0132
 BM0132                          STATION DESCRIPTION
 BM0132
 BM0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BM0132'8.3 MI SE FROM WELLBORN.
 BM0132'8.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0132'STATION AT WELLBORN, BRAZOS COUNTY, ABOUT 470 YARDS NORTHWEST OF
 BM0132'MILEPOST 80, AT MILLICAN SIDING, 15 YARDS NORTHEAST OF THE CENTERLINE
 BM0132'OF THE TRACK, AND 5 FEET WEST OF A SECTION-HOUSE FENCE CORNER.  A
 BM0132'STANDARD DISK, STAMPED Q 313 1935 AND SET IN THE TOP OF A CONCRETE
 BM0132'POST.
 BM0132
 BM0132                          STATION RECOVERY (1944)
 BM0132
 BM0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BM0132'RECOVERED IN GOOD CONDITION.
 BM0132
 BM0132                          STATION RECOVERY (1991)
 BM0132
 BM0132'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0541 ***********************************************************************
 AY0541  DESIGNATION -  Q 314
 AY0541  PID         -  AY0541
 AY0541  STATE/COUNTY-  TX/BEXAR
 AY0541  USGS QUAD   -  MARTINEZ (1992)
 AY0541
 AY0541                         *CURRENT SURVEY CONTROL
 AY0541  ___________________________________________________________________
 AY0541* NAD 83(1986)-  29 24 06.     (N)    098 17 31.     (W)     SCALED    
 AY0541* NAVD 88     -       181.16   (+/-2cm)     594.4    (feet)  VERTCON   
 AY0541  ___________________________________________________________________
 AY0541  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AY0541
 AY0541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0541
 AY0541.The horizontal coordinates were scaled from a topographic map and have
 AY0541.an estimated accuracy of +/- 6 seconds.
 AY0541
 AY0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0541.The vertical order pertains to the NGVD 29 superseded value.
 AY0541
 AY0541.The geoid height was determined by GEOID03.
 AY0541
 AY0541;                    North         East    Units  Estimated Accuracy
 AY0541;SPC TXSC     - 4,174,020.      668,710.      MT  (+/- 180 meters Scaled)
 AY0541
 AY0541                          SUPERSEDED SURVEY CONTROL
 AY0541
 AY0541  NGVD 29 (??/??/92)  181.06   (m)          594.0    (f) COMPUTED    2 0
 AY0541
 AY0541.Superseded values are not recommended for survey control.
 AY0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0541.See file dsdata.txt to determine how the superseded data were derived.
 AY0541
 AY0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT686526(NAD 83)
 AY0541_MARKER: DB = BENCH MARK DISK
 AY0541_SETTING: 0 = UNSPECIFIED SETTING
 AY0541_STAMPING: Q 314 1935
 AY0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0541
 AY0541  HISTORY     - Date     Condition        Report By
 AY0541  HISTORY     - 1935     MONUMENTED       CGS
 AY0541  HISTORY     - 1967     GOOD             USGS
 AY0541  HISTORY     - 1987     MARK NOT FOUND   USGS
 AY0541  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0541
 AY0541                          STATION DESCRIPTION
 AY0541
 AY0541'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0541'3.5 MI W FROM ADKINS.
 AY0541'ABOUT 0.6 MILE SOUTH ALONG FARM ROAD 1516 FROM THE CROSS ROADS (FM
 AY0541'1516 AND 1346) AT MARTINEZ, BEXAR COUNTY, TO REAL ROAD, TURN LEFT AND
 AY0541'FOLLOW ROAD 1.95 MILES TO A T ROAD SOUTH, CONTINUE 0.25 MILE TO A LEFT
 AY0541'TURN, TURN AND GO 0.75 MILE TO A T ROAD EAST, TURN RIGHT AND FOLLOW
 AY0541'MACAWAY ROAD ABOUT 0.67 MILE TO BENCH MARK ON THE LEFT.  BENCH MARK IS
 AY0541'ABOUT 100 FT. WEST OF A CREEK, 136 FT. WEST ALONG ROAD FROM A FARM
 AY0541'ROAD SOUTH, AND 22 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 AY0541
 AY0541                          STATION RECOVERY (1987)
 AY0541
 AY0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0541'MARK NOT FOUND.
 AY0541
 AY0541                          STATION RECOVERY (1999)
 AY0541
 AY0541'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2009 ***********************************************************************
 AX2009  DESIGNATION -  Q 315
 AX2009  PID         -  AX2009
 AX2009  STATE/COUNTY-  TX/GONZALES
 AX2009  USGS QUAD   -  SMILEY (1987)
 AX2009
 AX2009                         *CURRENT SURVEY CONTROL
 AX2009  ___________________________________________________________________
 AX2009* NAD 83(1986)-  29 16 10.     (N)    097 38 22.     (W)     SCALED    
 AX2009* NAVD 88     -        96.08   (+/-2cm)     315.2    (feet)  VERTCON   
 AX2009  ___________________________________________________________________
 AX2009  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AX2009
 AX2009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2009
 AX2009.The horizontal coordinates were scaled from a topographic map and have
 AX2009.an estimated accuracy of +/- 6 seconds.
 AX2009
 AX2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2009.The vertical order pertains to the NGVD 29 superseded value.
 AX2009
 AX2009.The geoid height was determined by GEOID03.
 AX2009
 AX2009;                    North         East    Units  Estimated Accuracy
 AX2009;SPC TXSC     - 4,159,930.      732,210.      MT  (+/- 180 meters Scaled)
 AX2009
 AX2009                          SUPERSEDED SURVEY CONTROL
 AX2009
 AX2009  NGVD 29 (??/??/92)   96.050  (m)          315.12   (f) ADJ UNCH    2 0
 AX2009
 AX2009.Superseded values are not recommended for survey control.
 AX2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2009.See file dsdata.txt to determine how the superseded data were derived.
 AX2009
 AX2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT321386(NAD 83)
 AX2009_MARKER: DB = BENCH MARK DISK
 AX2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2009_STAMPING: Q 315 1935
 AX2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2009+STABILITY: SURFACE MOTION
 AX2009
 AX2009  HISTORY     - Date     Condition        Report By
 AX2009  HISTORY     - 1935     MONUMENTED       CGS
 AX2009  HISTORY     - 1943     GOOD             NGS
 AX2009  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX2009  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2009
 AX2009                          STATION DESCRIPTION
 AX2009
 AX2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2009'IN SMILEY.
 AX2009'BENCH MARK IS 0.2 MILE WEST OF THE TEXAS AND NEW ORLEANS (SOUTHERN
 AX2009'PACIFIC) RAILROAD STATION AT SMILEY.  IT IS 104.0 FEET NORTH OF THE
 AX2009'CENTERLINE OF U.S. HIGHWAY NO.87 AT THE EAST END OF A CURVE, 50.0 FEET
 AX2009'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE MAIN
 AX2009'TRACK, 64.0 FEET EAST OF THE CENTERLINE OF A DIRT ROAD AND 3.2 FEET
 AX2009'EAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AX2009'FOOT.  A DISK SET IN A CONCRETE POST.
 AX2009
 AX2009                          STATION RECOVERY (1962)
 AX2009
 AX2009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX2009'MARK NOT FOUND.
 AX2009
 AX2009                          STATION RECOVERY (2003)
 AX2009
 AX2009'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1858 ***********************************************************************
 AX1858  DESIGNATION -  Q 316
 AX1858  PID         -  AX1858
 AX1858  STATE/COUNTY-  TX/WILSON
 AX1858  USGS QUAD   -  ALUM (1987)
 AX1858
 AX1858                         *CURRENT SURVEY CONTROL
 AX1858  ___________________________________________________________________
 AX1858* NAD 83(1986)-  29 22 02.     (N)    097 57 25.     (W)     SCALED    
 AX1858* NAVD 88     -       186.09   (+/-2cm)     610.5    (feet)  VERTCON   
 AX1858  ___________________________________________________________________
 AX1858  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AX1858
 AX1858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1858
 AX1858.The horizontal coordinates were scaled from a topographic map and have
 AX1858.an estimated accuracy of +/- 6 seconds.
 AX1858
 AX1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1858.The vertical order pertains to the NGVD 29 superseded value.
 AX1858
 AX1858.The geoid height was determined by GEOID03.
 AX1858
 AX1858;                    North         East    Units  Estimated Accuracy
 AX1858;SPC TXSC     - 4,170,450.      701,260.      MT  (+/- 180 meters Scaled)
 AX1858
 AX1858                          SUPERSEDED SURVEY CONTROL
 AX1858
 AX1858  NGVD 29 (??/??/92)  186.011  (m)          610.27   (f) ADJ UNCH    2 0
 AX1858
 AX1858.Superseded values are not recommended for survey control.
 AX1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1858.See file dsdata.txt to determine how the superseded data were derived.
 AX1858
 AX1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT012491(NAD 83)
 AX1858_MARKER: DB = BENCH MARK DISK
 AX1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1858_STAMPING: Q 316 1935
 AX1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1858+STABILITY: SURFACE MOTION
 AX1858
 AX1858  HISTORY     - Date     Condition        Report By
 AX1858  HISTORY     - 1935     MONUMENTED       CGS
 AX1858  HISTORY     - 1957     GOOD             NGS
 AX1858  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1858  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1858
 AX1858                          STATION DESCRIPTION
 AX1858
 AX1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AX1858'9.0 MI N FROM STOCKDALE.
 AX1858'9.0 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE INTERSECTION OF U.S.
 AX1858'HIGHWAY 87 AT STOCKDALE, WILSON COUNTY, AT THE SOUTH END OF A CUT
 AX1858'THROUGH A SHORT STEEP HILL, 49 FEET EAST OF THE CENTER LINE OF THE
 AX1858'HIGHWAY, 1.9 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2.2 FEET NORTH OF A
 AX1858'WHITE WOODEN WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY. A
 AX1858'STANDARD DISK, STAMPED Q 316 1935 AND SET IN THE TOP OF A CONCRETE
 AX1858'POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 AX1858
 AX1858                          STATION RECOVERY (1996)
 AX1858
 AX1858'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1858'MARK NOT FOUND.
 AX1858
 AX1858                          STATION RECOVERY (2003)
 AX1858
 AX1858'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1943 ***********************************************************************
 BY1943  DESIGNATION -  Q 318
 BY1943  PID         -  BY1943
 BY1943  STATE/COUNTY-  TX/HOUSTON
 BY1943  USGS QUAD   -  AUSTONIO (1972)
 BY1943
 BY1943                         *CURRENT SURVEY CONTROL
 BY1943  ___________________________________________________________________
 BY1943* NAD 83(1986)-  31 11 15.     (N)    095 38 22.     (W)     SCALED    
 BY1943* NAVD 88     -        78.03   (+/-2cm)     256.0    (feet)  VERTCON   
 BY1943  ___________________________________________________________________
 BY1943  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1943
 BY1943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1943
 BY1943.The horizontal coordinates were scaled from a topographic map and have
 BY1943.an estimated accuracy of +/- 6 seconds.
 BY1943
 BY1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1943.The vertical order pertains to the NGVD 29 superseded value.
 BY1943
 BY1943.The geoid height was determined by GEOID03.
 BY1943
 BY1943;                    North         East    Units  Estimated Accuracy
 BY1943;SPC TX C     - 3,178,030.    1,147,220.      MT  (+/- 180 meters Scaled)
 BY1943
 BY1943                          SUPERSEDED SURVEY CONTROL
 BY1943
 BY1943  NGVD 29 (??/??/92)   78.03   (m)          256.0    (f) COMPUTED    2 0
 BY1943
 BY1943.Superseded values are not recommended for survey control.
 BY1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1943.See file dsdata.txt to determine how the superseded data were derived.
 BY1943
 BY1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ484533(NAD 83)
 BY1943_MARKER: DB = BENCH MARK DISK
 BY1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1943_STAMPING: Q 318 1935
 BY1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1943+STABILITY: SURFACE MOTION
 BY1943
 BY1943  HISTORY     - Date     Condition        Report By
 BY1943  HISTORY     - 1935     MONUMENTED       CGS
 BY1943  HISTORY     - 1947     GOOD             NGS
 BY1943
 BY1943                          STATION DESCRIPTION
 BY1943
 BY1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1943'IN AUSTONIA.
 BY1943'AT AUSTONIA, AT THE SOUTHEAST CORNER OF THE YARD AROUND THE AUSTONIA
 BY1943'HIGH SCHOOL, 120 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 21, 64
 BY1943'FEET EAST OF A FENCE CORNER, 36 FEET NORTH OF THE CENTER LINE OF A
 BY1943'GRAVEL ROAD LEADING WEST, 16 FEET NORTHEAST OF AN 18 INCH CEDAR TREE,
 BY1943'4 FEET ABOVE THE HIGHWAY, 1 FOOT SOUTH OF A 4X4 MARKER POST, A BRONZE
 BY1943'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 BY1943'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0513 ***********************************************************************
 BZ0513  DESIGNATION -  Q 319
 BZ0513  PID         -  BZ0513
 BZ0513  STATE/COUNTY-  TX/FALLS
 BZ0513  USGS QUAD   -  BREMOND (1978)
 BZ0513
 BZ0513                         *CURRENT SURVEY CONTROL
 BZ0513  ___________________________________________________________________
 BZ0513* NAD 83(1986)-  31 12 04.     (N)    096 42 58.     (W)     SCALED    
 BZ0513* NAVD 88     -       108.58   (+/-2cm)     356.2    (feet)  VERTCON   
 BZ0513  ___________________________________________________________________
 BZ0513  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BZ0513
 BZ0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0513
 BZ0513.The horizontal coordinates were scaled from a topographic map and have
 BZ0513.an estimated accuracy of +/- 6 seconds.
 BZ0513
 BZ0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0513.The vertical order pertains to the NGVD 29 superseded value.
 BZ0513
 BZ0513.The geoid height was determined by GEOID03.
 BZ0513
 BZ0513;                    North         East    Units  Estimated Accuracy
 BZ0513;SPC TX C     - 3,175,710.    1,044,630.      MT  (+/- 180 meters Scaled)
 BZ0513
 BZ0513                          SUPERSEDED SURVEY CONTROL
 BZ0513
 BZ0513  NGVD 29 (??/??/92)  108.540  (m)          356.10   (f) ADJ UNCH    2 0
 BZ0513
 BZ0513.Superseded values are not recommended for survey control.
 BZ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0513.See file dsdata.txt to determine how the superseded data were derived.
 BZ0513
 BZ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV176541(NAD 83)
 BZ0513_MARKER: DB = BENCH MARK DISK
 BZ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0513_STAMPING: Q 319 1935
 BZ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0513+STABILITY: SURFACE MOTION
 BZ0513
 BZ0513  HISTORY     - Date     Condition        Report By
 BZ0513  HISTORY     - 1935     MONUMENTED       CGS
 BZ0513
 BZ0513                          STATION DESCRIPTION
 BZ0513
 BZ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0513'3.8 MI N FROM BREMOND.
 BZ0513'IN FALLS COUNTY, 3.8 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BZ0513'RAILROAD FROM THE STATION AT BREMOND, ROBERTSON COUNTY, AT MILEPOST 4,
 BZ0513'AT A PRIVATE-ROAD CROSSING, 47 FEET NORTH OF THE CENTERLINE OF THE
 BZ0513'TRACK, 10 FEET EAST OF THE NORTH GATE TO THE CROSSING, AND 2 FEET
 BZ0513'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 319 1935
 BZ0513'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0107 ***********************************************************************
 AP0107  DESIGNATION -  Q 32
 AP0107  PID         -  AP0107
 AP0107  STATE/COUNTY-  TX/MAVERICK
 AP0107  USGS QUAD   -  PALOMA (1974)
 AP0107
 AP0107                         *CURRENT SURVEY CONTROL
 AP0107  ___________________________________________________________________
 AP0107* NAD 83(1986)-  28 54 31.     (N)    100 24 55.     (W)     SCALED    
 AP0107* NAVD 88     -       253.924  (meters)     833.08   (feet)  ADJUSTED  
 AP0107  ___________________________________________________________________
 AP0107  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AP0107  DYNAMIC HT  -         253.550 (meters)     831.86  (feet)  COMP
 AP0107  MODELED GRAV-     979,163.3   (mgal)                       NAVD 88
 AP0107
 AP0107  VERT ORDER  -  FIRST     CLASS II
 AP0107
 AP0107.The horizontal coordinates were scaled from a topographic map and have
 AP0107.an estimated accuracy of +/- 6 seconds.
 AP0107
 AP0107.The orthometric height was determined by differential leveling
 AP0107.and adjusted by the National Geodetic Survey in June 1991..
 AP0107
 AP0107.The geoid height was determined by GEOID03.
 AP0107
 AP0107.The dynamic height is computed by dividing the NAVD 88
 AP0107.geopotential number by the normal gravity value computed on the
 AP0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0107.degrees latitude (g = 980.6199 gals.).
 AP0107
 AP0107.The modeled gravity was interpolated from observed gravity values.
 AP0107
 AP0107;                    North         East    Units  Estimated Accuracy
 AP0107;SPC TXSC     - 4,120,010.      461,990.      MT  (+/- 180 meters Scaled)
 AP0107
 AP0107                          SUPERSEDED SURVEY CONTROL
 AP0107
 AP0107  NGVD 29 (??/??/92)  253.784  (m)          832.62   (f) ADJ UNCH    1 2
 AP0107
 AP0107.Superseded values are not recommended for survey control.
 AP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0107.See file dsdata.txt to determine how the superseded data were derived.
 AP0107
 AP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS620986(NAD 83)
 AP0107_MARKER: DB = BENCH MARK DISK
 AP0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0107_STAMPING: Q 32 1917 ELEV 832.794 FT
 AP0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0107+STABILITY: SURFACE MOTION
 AP0107
 AP0107  HISTORY     - Date     Condition        Report By
 AP0107  HISTORY     - 1917     MONUMENTED       CGS
 AP0107  HISTORY     - 1957     GOOD             NGS
 AP0107
 AP0107                          STATION DESCRIPTION
 AP0107
 AP0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0107'15.2 MI N FROM EAGLE PASS.
 AP0107'15.2 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0107'STATION AT EAGLE PASS, 42 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 36.5
 AP0107'FEET NORTHEAST OF MILEPOST 18, 3.8 FEET NORTHWEST OF A FENCE, 1.6 FEET
 AP0107'EAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 AP0107'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0532 ***********************************************************************
 BZ0532  DESIGNATION -  Q 320
 BZ0532  PID         -  BZ0532
 BZ0532  STATE/COUNTY-  TX/FALLS
 BZ0532  USGS QUAD   -  BREMOND (1978)
 BZ0532
 BZ0532                         *CURRENT SURVEY CONTROL
 BZ0532  ___________________________________________________________________
 BZ0532* NAD 83(1986)-  31 14 36.     (N)    096 38 12.     (W)     SCALED    
 BZ0532* NAVD 88     -       145.87   (+/-2cm)     478.6    (feet)  VERTCON   
 BZ0532  ___________________________________________________________________
 BZ0532  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BZ0532
 BZ0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0532
 BZ0532.The horizontal coordinates were scaled from a topographic map and have
 BZ0532.an estimated accuracy of +/- 6 seconds.
 BZ0532
 BZ0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0532.The vertical order pertains to the NGVD 29 superseded value.
 BZ0532
 BZ0532.The geoid height was determined by GEOID03.
 BZ0532
 BZ0532;                    North         East    Units  Estimated Accuracy
 BZ0532;SPC TX C     - 3,180,630.    1,052,040.      MT  (+/- 180 meters Scaled)
 BZ0532
 BZ0532                          SUPERSEDED SURVEY CONTROL
 BZ0532
 BZ0532  NGVD 29 (??/??/92)  145.828  (m)          478.44   (f) ADJ UNCH    2 0
 BZ0532
 BZ0532.Superseded values are not recommended for survey control.
 BZ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0532.See file dsdata.txt to determine how the superseded data were derived.
 BZ0532
 BZ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV250589(NAD 83)
 BZ0532_MARKER: DB = BENCH MARK DISK
 BZ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0532_STAMPING: Q 320 1935
 BZ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0532+STABILITY: SURFACE MOTION
 BZ0532
 BZ0532  HISTORY     - Date     Condition        Report By
 BZ0532  HISTORY     - 1935     MONUMENTED       CGS
 BZ0532
 BZ0532                          STATION DESCRIPTION
 BZ0532
 BZ0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0532'4.7 MI S FROM KOSSE.
 BZ0532'4.7 MI S OF AND ALONG THE SOUTHERN PACIFIC R R AT A ROAD CROSSING. 19
 BZ0532'FEET S OF CENTER OF CROSSROAD.  ABOUT 40 YARDS N OF SEMAPHORE NO.
 BZ0532'1488.  98 FEET W OF CENTER OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0706 ***********************************************************************
 BZ0706  DESIGNATION -  Q 321
 BZ0706  PID         -  BZ0706
 BZ0706  STATE/COUNTY-  TX/MCLENNAN
 BZ0706  USGS QUAD   -  ELM MOTT (1975)
 BZ0706
 BZ0706                         *CURRENT SURVEY CONTROL
 BZ0706  ___________________________________________________________________
 BZ0706* NAD 83(1986)-  31 43 14.     (N)    097 05 55.     (W)     SCALED    
 BZ0706* NAVD 88     -       161.419  (meters)     529.59   (feet)  ADJUSTED  
 BZ0706  ___________________________________________________________________
 BZ0706  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BZ0706  DYNAMIC HT  -         161.217 (meters)     528.93  (feet)  COMP
 BZ0706  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 BZ0706
 BZ0706  VERT ORDER  -  FIRST     CLASS II
 BZ0706
 BZ0706.The horizontal coordinates were scaled from a topographic map and have
 BZ0706.an estimated accuracy of +/- 6 seconds.
 BZ0706
 BZ0706.The orthometric height was determined by differential leveling
 BZ0706.and adjusted by the National Geodetic Survey in June 1991..
 BZ0706.WARNING-Repeat measurements at this control monument indicate possible
 BZ0706.vertical movement.
 BZ0706
 BZ0706.The geoid height was determined by GEOID03.
 BZ0706
 BZ0706.The dynamic height is computed by dividing the NAVD 88
 BZ0706.geopotential number by the normal gravity value computed on the
 BZ0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0706.degrees latitude (g = 980.6199 gals.).
 BZ0706
 BZ0706.The modeled gravity was interpolated from observed gravity values.
 BZ0706
 BZ0706;                    North         East    Units  Estimated Accuracy
 BZ0706;SPC TX C     - 3,232,150.    1,006,530.      MT  (+/- 180 meters Scaled)
 BZ0706
 BZ0706                          SUPERSEDED SURVEY CONTROL
 BZ0706
 BZ0706  NGVD 29 (??/??/92)  161.362  (m)          529.40   (f) ADJ UNCH    1 2
 BZ0706
 BZ0706.Superseded values are not recommended for survey control.
 BZ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0706.See file dsdata.txt to determine how the superseded data were derived.
 BZ0706
 BZ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA801110(NAD 83)
 BZ0706_MARKER: DB = BENCH MARK DISK
 BZ0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0706_SP_SET: CULVERT
 BZ0706_STAMPING: Q 321 1935
 BZ0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0706+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ0706
 BZ0706  HISTORY     - Date     Condition        Report By
 BZ0706  HISTORY     - 1935     MONUMENTED       CGS
 BZ0706  HISTORY     - 1980     GOOD             NGS
 BZ0706  HISTORY     - 19950715 GOOD             USPSQD
 BZ0706  HISTORY     - 20010317 GOOD             USPSQD
 BZ0706  HISTORY     - 20031011 GOOD             USPSQD
 BZ0706
 BZ0706                          STATION DESCRIPTION
 BZ0706
 BZ0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0706'3.4 MI N FROM ELM MOTT.
 BZ0706'3.4 MILES NORTH OF AND ALONG THE M.K.T.R.R.  SET HORIZONTAL IN THE
 BZ0706'SOUTH END OF THE WEST HEADWALL OF A CONCRETE R.R. CULVERT AT MILE POLE
 BZ0706'833.
 BZ0706
 BZ0706                          STATION RECOVERY (1980)
 BZ0706
 BZ0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0706'9.4 KM. (5.8 MI.) SOUTH ALONG MAIN STREET AND A PARTIALLY PAVED AND
 BZ0706'GRAVEL ROAD FROM THE JUNCTION OF EAST PINE STREET IN WEST , 1.1 KM.
 BZ0706'(0.7 MI.) SOUTH OF THE JUNCTION OF FARM ROAD 3149, IN TOP OF THE SOUTH
 BZ0706'END OF THE WEST HEADWALL OF A 2.4-M. BY 2.4-M.  CULVERT UNDER THE
 BZ0706'MISSOURI KANSAS TEXAS RAILROAD, 3.7 M. (12.0 FT.) WEST OF THE WEST
 BZ0706'RAIL.
 BZ0706'THE MARK IS 0.6 M BELOW THE RAILROAD.
 BZ0706
 BZ0706                          STATION RECOVERY (1995)
 BZ0706
 BZ0706'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0706'RECOVERED IN GOOD CONDITION.
 BZ0706
 BZ0706                          STATION RECOVERY (2001)
 BZ0706
 BZ0706'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ0706'RECOVERED IN GOOD CONDITION.
 BZ0706
 BZ0706                          STATION RECOVERY (2003)
 BZ0706
 BZ0706'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0066 ***********************************************************************
 BN0066  DESIGNATION -  Q 322
 BN0066  PID         -  BN0066
 BN0066  STATE/COUNTY-  TX/BURNET
 BN0066  USGS QUAD   -  MARBLE FALLS (1967)
 BN0066
 BN0066                         *CURRENT SURVEY CONTROL
 BN0066  ___________________________________________________________________
 BN0066* NAD 83(1986)-  30 32 31.     (N)    098 16 39.     (W)     SCALED    
 BN0066* NAVD 88     -       289.598  (meters)     950.12   (feet)  ADJUSTED  
 BN0066  ___________________________________________________________________
 BN0066  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 BN0066  DYNAMIC HT  -         289.210 (meters)     948.85  (feet)  COMP
 BN0066  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 BN0066
 BN0066  VERT ORDER  -  SECOND    CLASS 0
 BN0066
 BN0066.The horizontal coordinates were scaled from a topographic map and have
 BN0066.an estimated accuracy of +/- 6 seconds.
 BN0066
 BN0066.The orthometric height was determined by differential leveling
 BN0066.and adjusted by the National Geodetic Survey in June 1991..
 BN0066
 BN0066.The geoid height was determined by GEOID03.
 BN0066
 BN0066.The dynamic height is computed by dividing the NAVD 88
 BN0066.geopotential number by the normal gravity value computed on the
 BN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0066.degrees latitude (g = 980.6199 gals.).
 BN0066
 BN0066.The modeled gravity was interpolated from observed gravity values.
 BN0066
 BN0066;                    North         East    Units  Estimated Accuracy
 BN0066;SPC TX C     - 3,098,850.      897,250.      MT  (+/- 180 meters Scaled)
 BN0066
 BN0066                          SUPERSEDED SURVEY CONTROL
 BN0066
 BN0066  NGVD 29 (??/??/92)  289.538  (m)          949.93   (f) ADJ UNCH    2 0
 BN0066
 BN0066.Superseded values are not recommended for survey control.
 BN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0066.See file dsdata.txt to determine how the superseded data were derived.
 BN0066
 BN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU693790(NAD 83)
 BN0066_MARKER: DB = BENCH MARK DISK
 BN0066_SETTING: 80 = SET IN A BOULDER
 BN0066_SP_SET: BOULDER
 BN0066_STAMPING: Q 322 1935
 BN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0066+STABILITY: SURFACE MOTION
 BN0066
 BN0066  HISTORY     - Date     Condition        Report By
 BN0066  HISTORY     - 1935     MONUMENTED       CGS
 BN0066  HISTORY     - 1953     GOOD             NGS
 BN0066  HISTORY     - 1966     MARK NOT FOUND   USGS
 BN0066  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 BN0066
 BN0066                          STATION DESCRIPTION
 BN0066
 BN0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0066'2.0 MI S FROM MARBLE FALLS.
 BN0066'0.1 MILE EAST ALONG AN OILED STREET FROM THE POST OFFICE AT MARBLE
 BN0066'FALLS, THENCE 1.9 MILES SOUTH ALONG U.S. HIGHWAY 281, 60 FEET EAST OF
 BN0066'THE CENTER LINE OF THE HIGHWAY, 13 FEET SOUTHEAST OF THE CENTER OF A
 BN0066'WOODEN GATE, 11 FEET EAST OF A FENCE, SET IN THE TOP OF A LARGE FLAT
 BN0066'LIMESTONE BOULDER.
 BN0066
 BN0066                          STATION RECOVERY (1966)
 BN0066
 BN0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BN0066'MARK NOT FOUND.
 BN0066
 BN0066                          STATION RECOVERY (2005)
 BN0066
 BN0066'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BN0066'CAREFUL EXAMINATION OF THE TERRAIN SHOWS THAT THE ORIGINAL ROAD BED
 BN0066'VEERED TO THE EAST OF THE PRESENT RIGHT OF WAY TO AVOID A HILL TO THE
 BN0066'SOUTH OF THE AREA. THERE WAS PROBABLY NOTHING DONE THAT WOULD HAVE
 BN0066'DESTROYED THE MARK BUT THE NUMBER OF ROCK OUTCROPPINGS AND VAGUE
 BN0066'REFERENCE DISTANCE IN THE NORTH SOUTH DIRECTION MAKES IT DIFFICULT TO
 BN0066'LOCATE THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0208 ***********************************************************************
 AY0208  DESIGNATION -  Q 323
 AY0208  PID         -  AY0208
 AY0208  STATE/COUNTY-  TX/COMAL
 AY0208  USGS QUAD   -  SMITHSON VALLEY (1994)
 AY0208
 AY0208                         *CURRENT SURVEY CONTROL
 AY0208  ___________________________________________________________________
 AY0208* NAD 83(1986)-  29 46 01.     (N)    098 15 27.     (W)     SCALED    
 AY0208* NAVD 88     -       329.457  (meters)    1080.89   (feet)  ADJUSTED  
 AY0208  ___________________________________________________________________
 AY0208  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AY0208  DYNAMIC HT  -         328.983 (meters)    1079.34  (feet)  COMP
 AY0208  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 AY0208
 AY0208  VERT ORDER  -  SECOND    CLASS 0
 AY0208
 AY0208.The horizontal coordinates were scaled from a topographic map and have
 AY0208.an estimated accuracy of +/- 6 seconds.
 AY0208
 AY0208.The orthometric height was determined by differential leveling
 AY0208.and adjusted by the National Geodetic Survey in June 1991..
 AY0208
 AY0208.The geoid height was determined by GEOID03.
 AY0208
 AY0208.The dynamic height is computed by dividing the NAVD 88
 AY0208.geopotential number by the normal gravity value computed on the
 AY0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0208.degrees latitude (g = 980.6199 gals.).
 AY0208
 AY0208.The modeled gravity was interpolated from observed gravity values.
 AY0208
 AY0208;                    North         East    Units  Estimated Accuracy
 AY0208;SPC TXSC     - 4,214,530.      671,800.      MT  (+/- 180 meters Scaled)
 AY0208
 AY0208                          SUPERSEDED SURVEY CONTROL
 AY0208
 AY0208  NGVD 29 (??/??/92)  329.353  (m)         1080.55   (f) ADJ UNCH    2 0
 AY0208
 AY0208.Superseded values are not recommended for survey control.
 AY0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0208.See file dsdata.txt to determine how the superseded data were derived.
 AY0208
 AY0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT717931(NAD 83)
 AY0208_MARKER: DB = BENCH MARK DISK
 AY0208_SETTING: 66 = SET IN ROCK OUTCROP
 AY0208_SP_SET: ROCK
 AY0208_STAMPING: Q 323 1935
 AY0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0208+STABILITY: POSITION/ELEVATION WELL
 AY0208
 AY0208  HISTORY     - Date     Condition        Report By
 AY0208  HISTORY     - 1935     MONUMENTED       CGS
 AY0208  HISTORY     - 1953     GOOD             NGS
 AY0208  HISTORY     - 1989     GOOD             USPSQD
 AY0208  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0208
 AY0208                          STATION DESCRIPTION
 AY0208
 AY0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0208'9.5 MI NW FROM NEW BRAUNFELS.
 AY0208'9.0 MILES NORTHWEST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT NEW
 AY0208'BRAUNFELS, THENCE 0.5 MILE WEST ALONG OLD STATE HIGHWAY 46, 51 FEET
 AY0208'SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 23.3 FEET SOUTH OF A
 AY0208'FENCE, 2 FEET NORTH OF A SMALL ROCK CAIRN, FLUSH WITH THE GROUND, SET
 AY0208'IN THE TOP OF A LARGE FLAT ROCK.
 AY0208
 AY0208                          STATION RECOVERY (1989)
 AY0208
 AY0208'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0208'RECOVERED IN GOOD CONDITION.
 AY0208
 AY0208                          STATION RECOVERY (1999)
 AY0208
 AY0208'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0159 ***********************************************************************
 AO0159  DESIGNATION -  Q 324
 AO0159  PID         -  AO0159
 AO0159  STATE/COUNTY-  TX/ATASCOSA
 AO0159  USGS QUAD   -  JOURDANTON (1968)
 AO0159
 AO0159                         *CURRENT SURVEY CONTROL
 AO0159  ___________________________________________________________________
 AO0159* NAD 83(1986)-  28 56 04.     (N)    098 33 39.     (W)     SCALED    
 AO0159* NAVD 88     -       150.367  (meters)     493.33   (feet)  ADJUSTED  
 AO0159  ___________________________________________________________________
 AO0159  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AO0159  DYNAMIC HT  -         150.150 (meters)     492.62  (feet)  COMP
 AO0159  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 AO0159
 AO0159  VERT ORDER  -  SECOND    CLASS 0
 AO0159
 AO0159.The horizontal coordinates were scaled from a topographic map and have
 AO0159.an estimated accuracy of +/- 6 seconds.
 AO0159
 AO0159.The orthometric height was determined by differential leveling
 AO0159.and adjusted by the National Geodetic Survey in June 1991..
 AO0159
 AO0159.The geoid height was determined by GEOID03.
 AO0159
 AO0159.The dynamic height is computed by dividing the NAVD 88
 AO0159.geopotential number by the normal gravity value computed on the
 AO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0159.degrees latitude (g = 980.6199 gals.).
 AO0159
 AO0159.The modeled gravity was interpolated from observed gravity values.
 AO0159
 AO0159;                    North         East    Units  Estimated Accuracy
 AO0159;SPC TXSC     - 4,122,110.      642,810.      MT  (+/- 180 meters Scaled)
 AO0159
 AO0159                          SUPERSEDED SURVEY CONTROL
 AO0159
 AO0159  NGVD 29 (??/??/92)  150.308  (m)          493.14   (f) ADJ UNCH    2 0
 AO0159
 AO0159.Superseded values are not recommended for survey control.
 AO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0159.See file dsdata.txt to determine how the superseded data were derived.
 AO0159
 AO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT428008(NAD 83)
 AO0159_MARKER: DB = BENCH MARK DISK
 AO0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0159_STAMPING: Q 324 1935
 AO0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0159+STABILITY: SURFACE MOTION
 AO0159
 AO0159  HISTORY     - Date     Condition        Report By
 AO0159  HISTORY     - 1935     MONUMENTED       CGS
 AO0159  HISTORY     - 1953     GOOD             NGS
 AO0159  HISTORY     - 19970418 POOR             USPSQD
 AO0159  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AO0159
 AO0159                          STATION DESCRIPTION
 AO0159
 AO0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AO0159'0.5 MI SW FROM JOURDANTON JUNCTION.
 AO0159'0.5 MILE SOUTHWEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD
 AO0159'FROM ITS JUNCTION WITH THE SAN ANTONIO SOUTHERN RAILROAD AT JOURDANTON
 AO0159'JUNCTION, 0.3 MILE SOUTHWEST OF MILEPOST 39, 34.6 FEET NORTHWEST OF
 AO0159'THE NORTHWEST RAIL, 11.7 FEET SOUTHEAST OF A FENCE, 2.7 FEET NORTHEAST
 AO0159'OF A WITNESS POST, 9 RAILS SOUTHWEST OF THE SOUTHWEST END OF A SIDE
 AO0159'TRACK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AO0159'THE GROUND.
 AO0159
 AO0159                          STATION RECOVERY (1997)
 AO0159
 AO0159'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0159'MARK RECOVERED IN POOR CONDITION.
 AO0159
 AO0159                          STATION RECOVERY (2005)
 AO0159
 AO0159'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AO0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0204 ***********************************************************************
 BM0204  DESIGNATION -  Q 325
 BM0204  PID         -  BM0204
 BM0204  STATE/COUNTY-  TX/WASHINGTON
 BM0204  USGS QUAD   -  BRENHAM (1989)
 BM0204
 BM0204                         *CURRENT SURVEY CONTROL
 BM0204  ___________________________________________________________________
 BM0204* NAD 83(1986)-  30 09 43.     (N)    096 25 23.     (W)     SCALED    
 BM0204* NAVD 88     -       112.48   (+/-2cm)     369.0    (feet)  VERTCON   
 BM0204  ___________________________________________________________________
 BM0204  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BM0204
 BM0204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0204
 BM0204.The horizontal coordinates were scaled from a topographic map and have
 BM0204.an estimated accuracy of +/- 6 seconds.
 BM0204
 BM0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0204.The vertical order pertains to the NGVD 29 superseded value.
 BM0204
 BM0204.The geoid height was determined by GEOID03.
 BM0204
 BM0204;                    North         East    Units  Estimated Accuracy
 BM0204;SPC TX C     - 3,061,530.    1,076,590.      MT  (+/- 180 meters Scaled)
 BM0204
 BM0204                          SUPERSEDED SURVEY CONTROL
 BM0204
 BM0204  NGVD 29 (??/??/92)  112.443  (m)          368.91   (f) ADJ UNCH    2 0
 BM0204
 BM0204.Superseded values are not recommended for survey control.
 BM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0204.See file dsdata.txt to determine how the superseded data were derived.
 BM0204
 BM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU481395(NAD 83)
 BM0204_MARKER: DB = BENCH MARK DISK
 BM0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0204_STAMPING: Q 325 1935
 BM0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0204+STABILITY: SURFACE MOTION
 BM0204
 BM0204  HISTORY     - Date     Condition        Report By
 BM0204  HISTORY     - 1935     MONUMENTED       CGS
 BM0204  HISTORY     - 1954     GOOD             NGS
 BM0204  HISTORY     - 1963     MARK NOT FOUND   USGS
 BM0204  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0204
 BM0204                          STATION DESCRIPTION
 BM0204
 BM0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0204'2.0 MI W FROM BRENHAM.
 BM0204'2.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0204'BRENHAM, WASHINGTON COUNTY, 16 FEET SOUTHWEST OF MILEPOST 23, 35 FEET
 BM0204'SOUTH OF THE CENTERLINE OF THE TRACK, 31 FEET NORTH OF A DIRT ROAD,
 BM0204'AND 3 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED Q 325 1935
 BM0204'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- FENCE LINE HAS BEE
 BM0204'REMOVED.
 BM0204
 BM0204                          STATION RECOVERY (1963)
 BM0204
 BM0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BM0204'MARK NOT FOUND.
 BM0204
 BM0204                          STATION RECOVERY (1999)
 BM0204
 BM0204'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0238 ***********************************************************************
 BM0238  DESIGNATION -  Q 326
 BM0238  PID         -  BM0238
 BM0238  STATE/COUNTY-  TX/LEE
 BM0238  USGS QUAD   -  LEDBETTER (1988)
 BM0238
 BM0238                         *CURRENT SURVEY CONTROL
 BM0238  ___________________________________________________________________
 BM0238* NAD 83(1986)-  30 09 52.     (N)    096 49 46.     (W)     SCALED    
 BM0238* NAVD 88     -       130.41   (+/-2cm)     427.9    (feet)  VERTCON   
 BM0238  ___________________________________________________________________
 BM0238  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BM0238
 BM0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0238
 BM0238.The horizontal coordinates were scaled from a topographic map and have
 BM0238.an estimated accuracy of +/- 6 seconds.
 BM0238
 BM0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0238.The vertical order pertains to the NGVD 29 superseded value.
 BM0238
 BM0238.The geoid height was determined by GEOID03.
 BM0238
 BM0238;                    North         East    Units  Estimated Accuracy
 BM0238;SPC TX C     - 3,060,500.    1,037,460.      MT  (+/- 180 meters Scaled)
 BM0238
 BM0238                          SUPERSEDED SURVEY CONTROL
 BM0238
 BM0238  NGVD 29 (??/??/92)  130.356  (m)          427.68   (f) ADJ UNCH    2 0
 BM0238
 BM0238.Superseded values are not recommended for survey control.
 BM0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0238.See file dsdata.txt to determine how the superseded data were derived.
 BM0238
 BM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU090389(NAD 83)
 BM0238_MARKER: DB = BENCH MARK DISK
 BM0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0238_STAMPING: Q 326 1935
 BM0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0238+STABILITY: SURFACE MOTION
 BM0238
 BM0238  HISTORY     - Date     Condition        Report By
 BM0238  HISTORY     - 1935     MONUMENTED       CGS
 BM0238  HISTORY     - 1957     GOOD             NGS
 BM0238  HISTORY     - 1987     GOOD             USPSQD
 BM0238
 BM0238                          STATION DESCRIPTION
 BM0238
 BM0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BM0238'2.4 MI W FROM LEDBETTER.
 BM0238'IN LEE COUNTY, 2.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BM0238'THE STATION AT LEDBETTER, FAYETTE COUNTY, 40 YARDS WEST OF MILEPOST
 BM0238'49, 47 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 34 FEET NORTH OF THE
 BM0238'CENTERLINE OF STATE HIGHWAY 20, AND 2 FEET NORTH OF THE RIGHT-OF-WAY
 BM0238'FENCE.  A STANDARD DISK, STAMPED Q 326 1935 AND SET IN THE TOP OF A
 BM0238'CONCRETE POST.  NOTE-- MARK IS ALSO 69 FEET NORTH OF U.S. HIGHWAY 290.
 BM0238
 BM0238                          STATION RECOVERY (1987)
 BM0238
 BM0238'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BM0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0366 ***********************************************************************
 BM0366  DESIGNATION -  Q 327
 BM0366  PID         -  BM0366
 BM0366  STATE/COUNTY-  TX/MILAM
 BM0366  USGS QUAD   -  PETTIBONE (1989)
 BM0366
 BM0366                         *CURRENT SURVEY CONTROL
 BM0366  ___________________________________________________________________
 BM0366* NAD 83(1986)-  30 50 50.     (N)    097 00 30.     (W)     SCALED    
 BM0366* NAVD 88     -       122.98   (+/-2cm)     403.5    (feet)  VERTCON   
 BM0366  ___________________________________________________________________
 BM0366  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0366
 BM0366  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0366
 BM0366.The horizontal coordinates were scaled from a topographic map and have
 BM0366.an estimated accuracy of +/- 6 seconds.
 BM0366
 BM0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0366.The vertical order pertains to the NGVD 29 superseded value.
 BM0366
 BM0366.The geoid height was determined by GEOID03.
 BM0366
 BM0366;                    North         East    Units  Estimated Accuracy
 BM0366;SPC TX C     - 3,135,620.    1,017,970.      MT  (+/- 180 meters Scaled)
 BM0366
 BM0366                          SUPERSEDED SURVEY CONTROL
 BM0366
 BM0366  NGVD 29 (??/??/92)  122.919  (m)          403.28   (f) ADJ UNCH    2 0
 BM0366
 BM0366.Superseded values are not recommended for survey control.
 BM0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0366.See file dsdata.txt to determine how the superseded data were derived.
 BM0366
 BM0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV904143(NAD 83)
 BM0366_MARKER: DB = BENCH MARK DISK
 BM0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0366_STAMPING: Q 327 1935
 BM0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0366+STABILITY: SURFACE MOTION
 BM0366
 BM0366  HISTORY     - Date     Condition        Report By
 BM0366  HISTORY     - 1935     MONUMENTED       CGS
 BM0366  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0366
 BM0366                          STATION DESCRIPTION
 BM0366
 BM0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0366'1.3 MI W FROM CAMERON.
 BM0366'1.3 MILES W OF AND ALONG THE SANTE FE RR 0.3 MILE E OF MILEPOST 190.
 BM0366'47 FEET S OF CENTER OF TRACK.  IN A FENCE CORNER AT A ROAD CROSSING.
 BM0366'25 FEET W OF A DIRT ROAD.  OPPOSITE CITY DUMPING GROUNDS.
 BM0366
 BM0366                          STATION RECOVERY (1999)
 BM0366
 BM0366'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0740 ***********************************************************************
 BM0740  DESIGNATION -  Q 328
 BM0740  PID         -  BM0740
 BM0740  STATE/COUNTY-  TX/WILLIAMSON
 BM0740  USGS QUAD   -  WEIR (1982)
 BM0740
 BM0740                         *CURRENT SURVEY CONTROL
 BM0740  ___________________________________________________________________
 BM0740* NAD 83(1986)-  30 41 31.     (N)    097 31 31.     (W)     SCALED    
 BM0740* NAVD 88     -       220.00   (+/-2cm)     721.8    (feet)  VERTCON   
 BM0740  ___________________________________________________________________
 BM0740  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BM0740
 BM0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0740
 BM0740.The horizontal coordinates were scaled from a topographic map and have
 BM0740.an estimated accuracy of +/- 6 seconds.
 BM0740
 BM0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0740.The vertical order pertains to the NGVD 29 superseded value.
 BM0740
 BM0740.The geoid height was determined by GEOID03.
 BM0740
 BM0740;                    North         East    Units  Estimated Accuracy
 BM0740;SPC TX C     - 3,117,050.      968,980.      MT  (+/- 180 meters Scaled)
 BM0740
 BM0740                          SUPERSEDED SURVEY CONTROL
 BM0740
 BM0740  NGVD 29 (??/??/92)  219.907  (m)          721.48   (f) ADJ UNCH    2 0
 BM0740
 BM0740.Superseded values are not recommended for survey control.
 BM0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0740.See file dsdata.txt to determine how the superseded data were derived.
 BM0740
 BM0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU412963(NAD 83)
 BM0740_MARKER: DB = BENCH MARK DISK
 BM0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0740_STAMPING: Q 328 1935
 BM0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0740+STABILITY: SURFACE MOTION
 BM0740
 BM0740  HISTORY     - Date     Condition        Report By
 BM0740  HISTORY     - 1935     MONUMENTED       CGS
 BM0740  HISTORY     - 1954     GOOD             NGS
 BM0740  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0740  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0740
 BM0740                          STATION DESCRIPTION
 BM0740
 BM0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0740'3.95 MI E FROM WEIR.
 BM0740'3.95 MILES EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 BM0740'FROM THE STATION AT WEIR, 20 POLES WEST OF MILEPOST 913, 44 FEET
 BM0740'NORTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, ACROSS THE TRACK
 BM0740'FROM A COTTON GIN, 36.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 FEET
 BM0740'SOUTHEAST OF A WITNESS POST, 1.0 MILE WEST OF BENCH MARK G 17
 BM0740'(U.S.G.S.), SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 BM0740'ABOVE THE GROUND.
 BM0740
 BM0740                          STATION RECOVERY (1980)
 BM0740
 BM0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0740'SEARCHED FOR, NOT RECOVERED.
 BM0740
 BM0740                          STATION RECOVERY (1999)
 BM0740
 BM0740'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0030 ***********************************************************************
 AY0030  DESIGNATION -  Q 329
 AY0030  PID         -  AY0030
 AY0030  STATE/COUNTY-  TX/COMAL
 AY0030  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0030
 AY0030                         *CURRENT SURVEY CONTROL
 AY0030  ___________________________________________________________________
 AY0030* NAD 83(1986)-  29 44 22.     (N)    098 05 14.     (W)     SCALED    
 AY0030* NAVD 88     -       210.327  (meters)     690.05   (feet)  ADJUSTED  
 AY0030  ___________________________________________________________________
 AY0030  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AY0030  DYNAMIC HT  -         210.027 (meters)     689.06  (feet)  COMP
 AY0030  MODELED GRAV-     979,211.8   (mgal)                       NAVD 88
 AY0030
 AY0030  VERT ORDER  -  FIRST     CLASS II
 AY0030
 AY0030.The horizontal coordinates were scaled from a topographic map and have
 AY0030.an estimated accuracy of +/- 6 seconds.
 AY0030
 AY0030.The orthometric height was determined by differential leveling
 AY0030.and adjusted by the National Geodetic Survey in June 1991..
 AY0030
 AY0030.The geoid height was determined by GEOID03.
 AY0030
 AY0030.The dynamic height is computed by dividing the NAVD 88
 AY0030.geopotential number by the normal gravity value computed on the
 AY0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0030.degrees latitude (g = 980.6199 gals.).
 AY0030
 AY0030.The modeled gravity was interpolated from observed gravity values.
 AY0030
 AY0030;                    North         East    Units  Estimated Accuracy
 AY0030;SPC TXSC     - 4,211,590.      688,290.      MT  (+/- 180 meters Scaled)
 AY0030
 AY0030                          SUPERSEDED SURVEY CONTROL
 AY0030
 AY0030  NGVD 29 (??/??/92)  210.232  (m)          689.74   (f) ADJ UNCH    1 2
 AY0030
 AY0030.Superseded values are not recommended for survey control.
 AY0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0030.See file dsdata.txt to determine how the superseded data were derived.
 AY0030
 AY0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT882902(NAD 83)
 AY0030_MARKER: DB = BENCH MARK DISK
 AY0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0030_STAMPING: Q 329 1935
 AY0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0030+STABILITY: SURFACE MOTION
 AY0030
 AY0030  HISTORY     - Date     Condition        Report By
 AY0030  HISTORY     - 1935     MONUMENTED       CGS
 AY0030  HISTORY     - 1943     GOOD             NGS
 AY0030  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0030  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0030
 AY0030                          STATION DESCRIPTION
 AY0030
 AY0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0030'3.5 MI N FROM NEW BRAUNFELS.
 AY0030'3.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AY0030'AT NEW BRAUNFELS, COMAL COUNTY, 170 FEET SOUTH OF THE STATION SIGN AT
 AY0030'GOODWIN, 37 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 5 FEET
 AY0030'NORTH OF MILEPOST 223, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 AY0030'AND 2 FEET LOWER THAN THE MAIN TRACK.  A STANDARD DISK, STAMPED Q 329
 AY0030'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 AY0030'GROUND.
 AY0030
 AY0030                          STATION RECOVERY (1980)
 AY0030
 AY0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0030'SEARCHED FOR, NOT RECOVERED.
 AY0030
 AY0030                          STATION RECOVERY (2003)
 AY0030
 AY0030'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AY0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1325 ***********************************************************************
 AY1325  DESIGNATION -  Q 33
 AY1325  PID         -  AY1325
 AY1325  STATE/COUNTY-  TX/UVALDE
 AY1325  USGS QUAD   -  KNIPPA (1971)
 AY1325
 AY1325                         *CURRENT SURVEY CONTROL
 AY1325  ___________________________________________________________________
 AY1325* NAD 83(1986)-  29 17 25.     (N)    099 39 26.     (W)     SCALED    
 AY1325* NAVD 88     -       299.050  (meters)     981.13   (feet)  ADJUSTED  
 AY1325  ___________________________________________________________________
 AY1325  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AY1325  DYNAMIC HT  -         298.616 (meters)     979.71  (feet)  COMP
 AY1325  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AY1325
 AY1325  VERT ORDER  -  FIRST     CLASS II
 AY1325
 AY1325.The horizontal coordinates were scaled from a topographic map and have
 AY1325.an estimated accuracy of +/- 6 seconds.
 AY1325
 AY1325.The orthometric height was determined by differential leveling
 AY1325.and adjusted by the National Geodetic Survey in June 1991..
 AY1325
 AY1325.The geoid height was determined by GEOID03.
 AY1325
 AY1325.The dynamic height is computed by dividing the NAVD 88
 AY1325.geopotential number by the normal gravity value computed on the
 AY1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1325.degrees latitude (g = 980.6199 gals.).
 AY1325
 AY1325.The modeled gravity was interpolated from observed gravity values.
 AY1325
 AY1325;                    North         East    Units  Estimated Accuracy
 AY1325;SPC TXSC     - 4,161,650.      536,150.      MT  (+/- 180 meters Scaled)
 AY1325
 AY1325                          SUPERSEDED SURVEY CONTROL
 AY1325
 AY1325  NGVD 29 (??/??/92)  298.886  (m)          980.60   (f) ADJ UNCH    1 2
 AY1325
 AY1325.Superseded values are not recommended for survey control.
 AY1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1325.See file dsdata.txt to determine how the superseded data were derived.
 AY1325
 AY1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT361403(NAD 83)
 AY1325_MARKER: DB = BENCH MARK DISK
 AY1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1325_SP_SET: BRIDGE
 AY1325_STAMPING: Q 33 1917 ELEV 977.957 FT
 AY1325_MARK LOGO: CGS   
 AY1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1325
 AY1325  HISTORY     - Date     Condition        Report By
 AY1325  HISTORY     - 1917     MONUMENTED       CGS
 AY1325  HISTORY     - 1957     GOOD             NGS
 AY1325  HISTORY     - 1982     GOOD             NGS
 AY1325  HISTORY     - 1987     GOOD             USPSQD
 AY1325  HISTORY     - 1988     POOR             USPSQD
 AY1325
 AY1325                          STATION DESCRIPTION
 AY1325
 AY1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1325'1.15 MI W FROM KNIPPA.
 AY1325'1.15 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1325'STATION AT KNIPPA, 5.6 FEET SOUTH OF THE SOUTH RAIL, 1.5 FEET BELOW
 AY1325'THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST
 AY1325'STONE ABUTMENT OF A STEEL BRIDGE OVER THE DRY FRIO RIVER.  NOTE-- THE
 AY1325'DISK HAS BEEN BATTERED IN THE CENTER BUT IS STILL SOLID.
 AY1325
 AY1325                          STATION RECOVERY (1982)
 AY1325
 AY1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1325'MARK RECOVERED THIS DATE, 1.9 KM (1.2 MI) WEST SOUTHWEST ALONG U.S.
 AY1325'HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 1049 SOUTH IN KNIPPA.
 AY1325
 AY1325                          STATION RECOVERY (1987)
 AY1325
 AY1325'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1325'RECOVERED IN GOOD CONDITION.
 AY1325
 AY1325                          STATION RECOVERY (1988)
 AY1325
 AY1325'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1325'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0656 ***********************************************************************
 AX0656  DESIGNATION -  Q 330
 AX0656  PID         -  AX0656
 AX0656  STATE/COUNTY-  TX/JACKSON
 AX0656  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0656
 AX0656                         *CURRENT SURVEY CONTROL
 AX0656  ___________________________________________________________________
 AX0656* NAD 83(1986)-  29 00 31.     (N)    096 39 12.     (W)     SCALED    
 AX0656* NAVD 88     -        22.297  (meters)      73.15   (feet)  ADJUSTED  
 AX0656  ___________________________________________________________________
 AX0656  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0656  DYNAMIC HT  -          22.265 (meters)      73.05  (feet)  COMP
 AX0656  MODELED GRAV-     979,216.7   (mgal)                       NAVD 88
 AX0656
 AX0656  VERT ORDER  -  FIRST     CLASS I
 AX0656
 AX0656.The horizontal coordinates were scaled from a topographic map and have
 AX0656.an estimated accuracy of +/- 6 seconds.
 AX0656
 AX0656.The orthometric height was determined by differential leveling
 AX0656.and adjusted by the National Geodetic Survey in June 1991..
 AX0656
 AX0656.The geoid height was determined by GEOID03.
 AX0656
 AX0656.The dynamic height is computed by dividing the NAVD 88
 AX0656.geopotential number by the normal gravity value computed on the
 AX0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0656.degrees latitude (g = 980.6199 gals.).
 AX0656
 AX0656.The modeled gravity was interpolated from observed gravity values.
 AX0656
 AX0656;                    North         East    Units  Estimated Accuracy
 AX0656;SPC TXSC     - 4,132,550.      828,600.      MT  (+/- 180 meters Scaled)
 AX0656
 AX0656                          SUPERSEDED SURVEY CONTROL
 AX0656
 AX0656  NGVD 29 (??/??/92)   22.309  (m)           73.19   (f) ADJ UNCH    1 1
 AX0656
 AX0656.Superseded values are not recommended for survey control.
 AX0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0656.See file dsdata.txt to determine how the superseded data were derived.
 AX0656
 AX0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT285112(NAD 83)
 AX0656_MARKER: DB = BENCH MARK DISK
 AX0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0656_STAMPING: Q 330 1935
 AX0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0656+STABILITY: SURFACE MOTION
 AX0656
 AX0656  HISTORY     - Date     Condition        Report By
 AX0656  HISTORY     - 1935     MONUMENTED       CGS
 AX0656  HISTORY     - 1972     GOOD             NGS
 AX0656
 AX0656                          STATION DESCRIPTION
 AX0656
 AX0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0656'2.1 MI N FROM EDNA.
 AX0656'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE AT
 AX0656'EDNA, THENCE 625 FEET NORTHEAST ALONG A NORTHEAST-SOUTHWEST FENCE
 AX0656'LINE, ALONG THE SOUTH SIDE OF A SMALL ONE STORY HOUSE, 675 FEET
 AX0656'NORTHEAST ALONG THE NORTHEAST-SOUTHWEST FENCE LINE FROM THE CENTER
 AX0656'LINE OF THE HIGHWAY, 47 FEET EAST OF A FENCE CORNER, 28 FEET NORTHEAST
 AX0656'OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT LEVEL WITH THE OLD
 AX0656'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 AX0656'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE POST IS CRACKED BUT SOLID
 AX0656'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0718 ***********************************************************************
 AN0718  DESIGNATION -  Q 331
 AN0718  PID         -  AN0718
 AN0718  STATE/COUNTY-  TX/JACKSON
 AN0718  USGS QUAD   -  EDNA (1995)
 AN0718
 AN0718                         *CURRENT SURVEY CONTROL
 AN0718  ___________________________________________________________________
 AN0718* NAD 83(1986)-  28 57 35.     (N)    096 40 46.     (W)     SCALED    
 AN0718* NAVD 88     -        19.91   (+/-2cm)      65.3    (feet)  VERTCON   
 AN0718  ___________________________________________________________________
 AN0718  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0718
 AN0718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0718
 AN0718.The horizontal coordinates were scaled from a topographic map and have
 AN0718.an estimated accuracy of +/- 6 seconds.
 AN0718
 AN0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0718.The vertical order pertains to the NGVD 29 superseded value.
 AN0718
 AN0718.The geoid height was determined by GEOID03.
 AN0718
 AN0718;                    North         East    Units  Estimated Accuracy
 AN0718;SPC TXSC     - 4,127,080.      826,160.      MT  (+/- 180 meters Scaled)
 AN0718
 AN0718                          SUPERSEDED SURVEY CONTROL
 AN0718
 AN0718  NGVD 29 (??/??/92)   19.932  (m)           65.39   (f) ADJ UNCH    2 0
 AN0718
 AN0718.Superseded values are not recommended for survey control.
 AN0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0718.See file dsdata.txt to determine how the superseded data were derived.
 AN0718
 AN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT261057(NAD 83)
 AN0718_MARKER: DB = BENCH MARK DISK
 AN0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0718_STAMPING: Q 331 1935
 AN0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0718+STABILITY: SURFACE MOTION
 AN0718
 AN0718  HISTORY     - Date     Condition        Report By
 AN0718  HISTORY     - 1935     MONUMENTED       CGS
 AN0718  HISTORY     - 1972     GOOD             NGS
 AN0718
 AN0718                          STATION DESCRIPTION
 AN0718
 AN0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0718'2.5 MI SW FROM EDNA.
 AN0718'ABOUT 2.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE
 AN0718'AT EDNA, THENCE 0.1 MILE SOUTHEAST ALONG A GRAVEL ROAD, ALONG THE
 AN0718'SOUTHERN PACIFIC RAILROAD, 56 1/2 FEET EAST OF THE CENTER OF THE
 AN0718'CROSSING OF THE GRAVEL ROAD AND THE TRACK, 44 FEET SOUTHEAST OF THE
 AN0718'SOUTHEAST RAIL, 43 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVEL
 AN0718'ROAD, 122 1/2 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM A SMALL
 AN0718'BUILDING, 101 FEET NORTH OF AND ACROSS THE GRAVEL ROAD FROM A POWER
 AN0718'LINE POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 1 1/2 FEET BELOW
 AN0718'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 AN0718'PROJECTING 7 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- POST IS
 AN0718'CHIPPED AND SLIGHTLY CRACKED BUT SOLID IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1018 ***********************************************************************
 AN1018  DESIGNATION -  Q 332
 AN1018  PID         -  AN1018
 AN1018  STATE/COUNTY-  TX/GOLIAD
 AN1018  USGS QUAD   -  MELO (1987)
 AN1018
 AN1018                         *CURRENT SURVEY CONTROL
 AN1018  ___________________________________________________________________
 AN1018* NAD 83(1986)-  28 37 25.     (N)    097 25 12.     (W)     SCALED    
 AN1018* NAVD 88     -        58.58   (+/-2cm)     192.2    (feet)  VERTCON   
 AN1018  ___________________________________________________________________
 AN1018  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1018
 AN1018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1018
 AN1018.The horizontal coordinates were scaled from a topographic map and have
 AN1018.an estimated accuracy of +/- 6 seconds.
 AN1018
 AN1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1018.The vertical order pertains to the NGVD 29 superseded value.
 AN1018
 AN1018.The geoid height was determined by GEOID03.
 AN1018
 AN1018;                    North         East    Units  Estimated Accuracy
 AN1018;SPC TXSC     - 4,088,630.      754,490.      MT  (+/- 180 meters Scaled)
 AN1018
 AN1018                          SUPERSEDED SURVEY CONTROL
 AN1018
 AN1018  NGVD 29 (??/??/92)   58.64   (m)          192.4    (f) COMPUTED    2 0
 AN1018
 AN1018.Superseded values are not recommended for survey control.
 AN1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1018.See file dsdata.txt to determine how the superseded data were derived.
 AN1018
 AN1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS544673(NAD 83)
 AN1018_MARKER: DB = BENCH MARK DISK
 AN1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1018_STAMPING: Q 332 1935
 AN1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1018+STABILITY: SURFACE MOTION
 AN1018
 AN1018  HISTORY     - Date     Condition        Report By
 AN1018  HISTORY     - 1935     MONUMENTED       CGS
 AN1018
 AN1018                          STATION DESCRIPTION
 AN1018
 AN1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1018'4.0 MI SW FROM GOLIAD.
 AN1018'4.0 MILES SW OF COUNTY COURTHOUSE AND ALONG THE S P R R 0.15 MILE S OF
 AN1018'STATION MCNAMARA AND 150 FEET N ALONG TRACK FROM BRIDGE 120A.  45 FEET
 AN1018'E OF CENTER OF TRACK.  JUST OUTSIDE R/W FENCE.  37 FEET W OF CENTER OF
 AN1018'PARALLELING SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1053 ***********************************************************************
 AX1053  DESIGNATION -  Q 333
 AX1053  PID         -  AX1053
 AX1053  STATE/COUNTY-  TX/COLORADO
 AX1053  USGS QUAD   -  ELLINGER (1981)
 AX1053
 AX1053                         *CURRENT SURVEY CONTROL
 AX1053  ___________________________________________________________________
 AX1053* NAD 83(1986)-  29 47 03.     (N)    096 38 11.     (W)     SCALED    
 AX1053* NAVD 88     -        89.03   (+/-2cm)     292.1    (feet)  VERTCON   
 AX1053  ___________________________________________________________________
 AX1053  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX1053
 AX1053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1053
 AX1053.The horizontal coordinates were scaled from a topographic map and have
 AX1053.an estimated accuracy of +/- 6 seconds.
 AX1053
 AX1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1053.The vertical order pertains to the NGVD 29 superseded value.
 AX1053
 AX1053.The geoid height was determined by GEOID03.
 AX1053
 AX1053;                    North         East    Units  Estimated Accuracy
 AX1053;SPC TXSC     - 4,218,520.      828,510.      MT  (+/- 180 meters Scaled)
 AX1053
 AX1053                          SUPERSEDED SURVEY CONTROL
 AX1053
 AX1053  NGVD 29 (??/??/92)   88.998  (m)          291.99   (f) ADJ UNCH    2 0
 AX1053
 AX1053.Superseded values are not recommended for survey control.
 AX1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1053.See file dsdata.txt to determine how the superseded data were derived.
 AX1053
 AX1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT284972(NAD 83)
 AX1053_MARKER: DB = BENCH MARK DISK
 AX1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1053_STAMPING: Q 333 1935
 AX1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1053+STABILITY: SURFACE MOTION
 AX1053
 AX1053  HISTORY     - Date     Condition        Report By
 AX1053  HISTORY     - 1935     MONUMENTED       CGS
 AX1053  HISTORY     - 1957     GOOD             USGS
 AX1053
 AX1053                          STATION DESCRIPTION
 AX1053
 AX1053'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AX1053'5.7 MI SE FROM ELLINGER.
 AX1053'IN COLORADO COUNTY, 5.7 MILES SOUTHEAST ALONG THE ABANDONED LA GRANGE
 AX1053'BRANCH OF THE SOUTHERN PACIFIC RAILROAD FROM ELLINGER, FAYETTE COUNTY,
 AX1053'310 FEET SOUTHWEST OF THE CENTERLINE OF AN OLD RAILROAD CROSSING, 100
 AX1053'YARDS SOUTHEAST OF THE CENTERLINE OF A ROAD CROSSING AT THE ABANDONED
 AX1053'BRUSHY STATION, 33 FEET NORTHEAST OF A GROUP OF OAK TREES, 24 FEET
 AX1053'SOUTHWEST OF THE CENTERLINE OF THE OLD RAILROAD TRACK, AND ABOUT 7
 AX1053'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 333 1935 AND
 AX1053'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1563 ***********************************************************************
 AN1563  DESIGNATION -  Q 334
 AN1563  PID         -  AN1563
 AN1563  STATE/COUNTY-  TX/BEE
 AN1563  USGS QUAD   -  TYNAN (1979)
 AN1563
 AN1563                         *CURRENT SURVEY CONTROL
 AN1563  ___________________________________________________________________
 AN1563* NAD 83(1986)-  28 08 25.     (N)    097 47 03.     (W)     SCALED    
 AN1563* NAVD 88     -        50.382  (meters)     165.29   (feet)  POSTED    
 AN1563  ___________________________________________________________________
 AN1563  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN1563  DYNAMIC HT  -          50.310 (meters)     165.06  (feet)  COMP
 AN1563  MODELED GRAV-     979,134.1   (mgal)                       NAVD 88
 AN1563
 AN1563  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AN1563
 AN1563.The horizontal coordinates were scaled from a topographic map and have
 AN1563.an estimated accuracy of +/- 6 seconds.
 AN1563
 AN1563.The orthometric height was determined by differential leveling
 AN1563.and adjusted by the National Geodetic Survey in 1992..
 AN1563.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AN1563.rate of 1.1 thru 2.0 mm/km.
 AN1563
 AN1563.The geoid height was determined by GEOID03.
 AN1563
 AN1563.The dynamic height is computed by dividing the NAVD 88
 AN1563.geopotential number by the normal gravity value computed on the
 AN1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1563.degrees latitude (g = 980.6199 gals.).
 AN1563
 AN1563.The modeled gravity was interpolated from observed gravity values.
 AN1563
 AN1563;                    North         East    Units  Estimated Accuracy
 AN1563;SPC TXSC     - 4,034,640.      719,440.      MT  (+/- 180 meters Scaled)
 AN1563
 AN1563                          SUPERSEDED SURVEY CONTROL
 AN1563
 AN1563  NGVD 29 (??/??/92)   50.422  (m)          165.43   (f) ADJ UNCH    2 0
 AN1563
 AN1563.Superseded values are not recommended for survey control.
 AN1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1563.See file dsdata.txt to determine how the superseded data were derived.
 AN1563
 AN1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS193133(NAD 83)
 AN1563_MARKER: DB = BENCH MARK DISK
 AN1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1563_STAMPING: Q-334 1935
 AN1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1563+STABILITY: SURFACE MOTION
 AN1563
 AN1563  HISTORY     - Date     Condition        Report By
 AN1563  HISTORY     - 1935     MONUMENTED       CGS
 AN1563
 AN1563                          STATION DESCRIPTION
 AN1563
 AN1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1563'2.3 MI SW FROM TYNAN.
 AN1563'2.3 SOUTHWEST OF AND ALONG S.P.R.R. 41 FEET WEST OF THE TRACK.  CLOSE
 AN1563'TO THE RIGHT OF WAY FENCE.  50 FEET NORTH ALONG TRACK FROM MILE POST
 AN1563'10.  A LARGE HOUSE AND BARN 250 YDS. NORTH OF MARK ON WEST SIDE OF
 AN1563'PARALLELING HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0088 ***********************************************************************
 BL0088  DESIGNATION -  Q 335
 BL0088  PID         -  BL0088
 BL0088  STATE/COUNTY-  TX/JASPER
 BL0088  USGS QUAD   -  JASPER WEST (1984)
 BL0088
 BL0088                         *CURRENT SURVEY CONTROL
 BL0088  ___________________________________________________________________
 BL0088* NAD 83(1986)-  30 54 44.     (N)    094 01 31.     (W)     SCALED    
 BL0088* NAVD 88     -        58.64   (+/-2cm)     192.4    (feet)  VERTCON   
 BL0088  ___________________________________________________________________
 BL0088  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BL0088
 BL0088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0088
 BL0088.The horizontal coordinates were scaled from a topographic map and have
 BL0088.an estimated accuracy of +/- 6 seconds.
 BL0088
 BL0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0088.The vertical order pertains to the NGVD 29 superseded value.
 BL0088
 BL0088.The geoid height was determined by GEOID03.
 BL0088
 BL0088;                    North         East    Units  Estimated Accuracy
 BL0088;SPC TX C     - 3,155,170.    1,302,600.      MT  (+/- 180 meters Scaled)
 BL0088
 BL0088                          SUPERSEDED SURVEY CONTROL
 BL0088
 BL0088  NGVD 29 (??/??/92)   58.638  (m)          192.38   (f) ADJ UNCH    2 0
 BL0088
 BL0088.Superseded values are not recommended for survey control.
 BL0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0088.See file dsdata.txt to determine how the superseded data were derived.
 BL0088
 BL0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ020203(NAD 83)
 BL0088_MARKER: DB = BENCH MARK DISK
 BL0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0088_SP_SET: BRIDGE
 BL0088_STAMPING: Q 335 1952
 BL0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0088+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1997
 BL0088
 BL0088  HISTORY     - Date     Condition        Report By
 BL0088  HISTORY     - 1952     MONUMENTED       CGS
 BL0088  HISTORY     - 19970326 MARK NOT FOUND   NGS
 BL0088
 BL0088                          STATION DESCRIPTION
 BL0088
 BL0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0088'1.65 MI SW FROM JASPER.
 BL0088'1.5 MILES WEST ALONG U.S. HIGHWAY 190 AND STATE HIGHWAY 63 FROM THE
 BL0088'COURTHOUSE AT JASPER, THENCE 0.15 MILE SOUTHWEST ALONG FARM ROAD 777,
 BL0088'11.5 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF
 BL0088'THE WEST CONCRETE GUARD RAIL OF A 156 FOOT CONCRETE BRIDGE OVER SANDY
 BL0088'CREEK, 5.5 FEET NORTH OF THE SOUTH END OF THE GUARD RAIL, 1.8 FEET
 BL0088'ABOVE THE LEVEL OF THE ROAD.
 BL0088
 BL0088                          STATION RECOVERY (1997)
 BL0088
 BL0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BL0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 26 MAR 1997 (WCW) .  STATION
 BL0088'NOT FOUND AND PRESUMED DESTROYED.  THE LOCALITY IS ABOUT 0.15 MI (0.24
 BL0088'KM) SOUTH FROM FARM ROAD 2799 (HOUSTON STREET) ALONG FARM ROAD 777.
 BL0088'THE BRIDGE OVER SANDY CREEK IS OF NEWER CONSTRUCTION, WITH STEEL GUARD
 BL0088'RAILS TWENTY FOOT OFF CENTERLINE.  DESC 26MAR1997 WC WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0408 ***********************************************************************
 BY0408  DESIGNATION -  Q 336
 BY0408  PID         -  BY0408
 BY0408  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0408  USGS QUAD   -  CHINQUAPIN (1984)
 BY0408
 BY0408                         *CURRENT SURVEY CONTROL
 BY0408  ___________________________________________________________________
 BY0408* NAD 83(1986)-  31 23 27.     (N)    094 05 55.     (W)     SCALED    
 BY0408* NAVD 88     -        81.81   (+/-2cm)     268.4    (feet)  VERTCON   
 BY0408  ___________________________________________________________________
 BY0408  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY0408
 BY0408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0408
 BY0408.The horizontal coordinates were scaled from a topographic map and have
 BY0408.an estimated accuracy of +/- 6 seconds.
 BY0408
 BY0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0408.The vertical order pertains to the NGVD 29 superseded value.
 BY0408
 BY0408.The geoid height was determined by GEOID03.
 BY0408
 BY0408;                    North         East    Units  Estimated Accuracy
 BY0408;SPC TX C     - 3,207,750.    1,292,630.      MT  (+/- 180 meters Scaled)
 BY0408
 BY0408                          SUPERSEDED SURVEY CONTROL
 BY0408
 BY0408  NGVD 29 (??/??/92)   81.833  (m)          268.48   (f) ADJ UNCH    2 0
 BY0408
 BY0408.Superseded values are not recommended for survey control.
 BY0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0408.See file dsdata.txt to determine how the superseded data were derived.
 BY0408
 BY0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ955734(NAD 83)
 BY0408_MARKER: DB = BENCH MARK DISK
 BY0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0408_STAMPING: Q 336 1952
 BY0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0408+STABILITY: SURFACE MOTION
 BY0408
 BY0408  HISTORY     - Date     Condition        Report By
 BY0408  HISTORY     - 1952     MONUMENTED       CGS
 BY0408
 BY0408                          STATION DESCRIPTION
 BY0408
 BY0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0408'7.2 MI NW FROM BRONSON.
 BY0408'2.8 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0408'HIGHWAY 96 AT BRONSON, THENCE 0.4 MILE SOUTHWEST ALONG A CLAY ROAD,
 BY0408'THENCE 1.35 MILES NORTHWEST ALONG A CLAY ROAD, THENCE 0.75 MILE WEST
 BY0408'ALONG A DIRT ROAD, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 BY0408'THENCE 0.75 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE
 BY0408'NORTH ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH A SAND ROAD LEADING
 BY0408'WEST, 83 FEET SOUTH OF A LONE 8 INCH OAK TREE, 49 FEET WEST OF THE
 BY0408'CENTER LINE OF A GRADED DIRT ROAD, 46 FEET SOUTH OF THE CENTER LINE OF
 BY0408'A SAND ROAD, 33 FEET SOUTHEAST OF A FENCE CORNER, 5 FEET NORTHEAST OF
 BY0408'A FENCE, 4.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BY0408'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0621 ***********************************************************************
 GK0621  DESIGNATION -  Q 338
 GK0621  PID         -  GK0621
 GK0621  STATE/COUNTY-  TX/SHERMAN
 GK0621  USGS QUAD   -  SUNRAY (1972)
 GK0621
 GK0621                         *CURRENT SURVEY CONTROL
 GK0621  ___________________________________________________________________
 GK0621* NAD 83(1993)-  36 04 54.47467(N)    101 49 42.98286(W)     ADJUSTED  
 GK0621* NAVD 88     -      1074.878  (meters)    3526.50   (feet)  ADJUSTED  
 GK0621  ___________________________________________________________________
 GK0621  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 GK0621  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 GK0621  DYNAMIC HT  -        1073.669 (meters)    3522.53  (feet)  COMP
 GK0621  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 GK0621
 GK0621  HORZ ORDER  -  SECOND
 GK0621  VERT ORDER  -  SECOND    CLASS 0
 GK0621
 GK0621.The horizontal coordinates were established by classical geodetic methods
 GK0621.and adjusted by the National Geodetic Survey in February 1996..
 GK0621
 GK0621.The orthometric height was determined by differential leveling
 GK0621.and adjusted by the National Geodetic Survey in June 1991..
 GK0621
 GK0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0621
 GK0621.The geoid height was determined by GEOID03.
 GK0621
 GK0621.The dynamic height is computed by dividing the NAVD 88
 GK0621.geopotential number by the normal gravity value computed on the
 GK0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0621.degrees latitude (g = 980.6199 gals.).
 GK0621
 GK0621.The modeled gravity was interpolated from observed gravity values.
 GK0621
 GK0621;                    North         East     Units Scale Factor Converg.
 GK0621;SPC TX N     - 1,231,003.733   170,402.976   MT  0.99997789   -0 11 25.6
 GK0621;SPC TX N     - 4,038,718.08    559,063.76   sFT  0.99997789   -0 11 25.6
 GK0621;UTM  14      - 3,996,725.685   245,296.006   MT  1.00039943   -1 40 00.4
 GK0621
 GK0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0621!SPC TX N     -   0.99983545  x   0.99997789  =   0.99981335
 GK0621!UTM  14      -   0.99983545  x   1.00039943  =   1.00023482
 GK0621
 GK0621                          SUPERSEDED SURVEY CONTROL
 GK0621
 GK0621  NAD 83(1993)-  36 04 54.47426(N)    101 49 42.98291(W) AD(       ) 2
 GK0621  NAD 83(1986)-  36 04 54.48382(N)    101 49 42.97144(W) AD(       ) 2
 GK0621  NAD 27      -  36 04 54.36000(N)    101 49 41.35500(W) AD(       ) 2
 GK0621  NGVD 29 (??/??/92) 1074.378  (m)         3524.86   (f) ADJ UNCH    2 0
 GK0621
 GK0621.Superseded values are not recommended for survey control.
 GK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0621.See file dsdata.txt to determine how the superseded data were derived.
 GK0621
 GK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4529696726(NAD 83)
 GK0621_MARKER: DB = BENCH MARK DISK
 GK0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0621_STAMPING: Q 338 1952
 GK0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0621+STABILITY: SURFACE MOTION
 GK0621
 GK0621  HISTORY     - Date     Condition        Report By
 GK0621  HISTORY     - 1952     MONUMENTED       CGS
 GK0621  HISTORY     - 1952     GOOD             CGS
 GK0621  HISTORY     - 1953     GOOD             NGS
 GK0621  HISTORY     - 1976     GOOD             NGS
 GK0621
 GK0621                          STATION DESCRIPTION
 GK0621
 GK0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0621'THE STATION IS LOCATED ALONG THE WEST SIDE OF FARM ROAD 119,
 GK0621'ABOUT 4 MILES NORTH OF SUNRAY.
 GK0621'
 GK0621'STATION MARK IS A USC AND GS BENCH MARK, STAMPED
 GK0621'Q 338 1952, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 10
 GK0621'INCHES IN DIAMETER WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT
 GK0621'THE SAME ELEVATION AS STATION COLDWATER.  IT IS LOCATED 50 FEET
 GK0621'EAST OF THE CENTERLINE OF THE PAVED ROAD, 12 INCHES WEST
 GK0621'OF THE NORTH-SOUTH FENCELINE AND 2 FEET NORTH OF A WHITE
 GK0621'WITNESS POST.
 GK0621
 GK0621                          STATION RECOVERY (1952)
 GK0621
 GK0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GK0621'4.3 MI N FROM SUNRAY.
 GK0621'4.3 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0621'PACIFIC RAILROAD STATION AT SUNRAY, AT A JUNCTION WITH A ROAD LEADING
 GK0621'EAST, 45 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 67 FEET SOUTH
 GK0621'OF THE CENTER LINE OF THE ROAD LEADING EAST, 34 FEET SOUTH OF A
 GK0621'TELEPHONE POLE, 44 FEET SOUTH OF THE CENTER OF A WIRE GATE, 1.6 FEET
 GK0621'WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GK0621'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 GK0621
 GK0621                          STATION RECOVERY (1953)
 GK0621
 GK0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GK0621'RECOVERED IN GOOD CONDITION.
 GK0621
 GK0621                          STATION RECOVERY (1976)
 GK0621
 GK0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GK0621'BENCH MARK Q 338 IS A STANDARD BENCH MARK DISK, SET IN THE TOP OF A
 GK0621'SQUARE CONCRETE POST, THAT IS ABOUT 2 INCHES BELOW THE SURFACE OF
 GK0621'THE GROUND AND IS STAMPED Q 338 1952.  (THE 1953 DESCRIPTION OF
 GK0621'COLDWATER LISTED BENCH MARK AS O 338 1952).  IT IS 60 FEET SOUTH
 GK0621'OF THE SOUTHWEST CORNER OF CATTLE GUARD, 30 FEET SOUTH OF A
 GK0621'BURIED CABLE LINE OUTLET BOX, 52 FEET EAST OF THE CENTER LINE OF
 GK0621'HIGHWAY AND 1.5 FEET WEST OF FENCE LINE AND METAL WITNESS POST.
 GK0621'
 GK0621'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SUNRAY 4 MILES
 GK0621'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0182 ***********************************************************************
 GL0182  DESIGNATION -  Q 339
 GL0182  PID         -  GL0182
 GL0182  STATE/COUNTY-  TX/SHERMAN
 GL0182  USGS QUAD   -  CONLEN (1965)
 GL0182
 GL0182                         *CURRENT SURVEY CONTROL
 GL0182  ___________________________________________________________________
 GL0182* NAD 83(1986)-  36 10 05.     (N)    102 07 58.     (W)     SCALED    
 GL0182* NAVD 88     -      1135.277  (meters)    3724.65   (feet)  ADJUSTED  
 GL0182  ___________________________________________________________________
 GL0182  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 GL0182  DYNAMIC HT  -        1133.999 (meters)    3720.46  (feet)  COMP
 GL0182  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 GL0182
 GL0182  VERT ORDER  -  SECOND    CLASS 0
 GL0182
 GL0182.The horizontal coordinates were scaled from a topographic map and have
 GL0182.an estimated accuracy of +/- 6 seconds.
 GL0182
 GL0182.The orthometric height was determined by differential leveling
 GL0182.and adjusted by the National Geodetic Survey in June 1991..
 GL0182
 GL0182.The geoid height was determined by GEOID03.
 GL0182
 GL0182.The dynamic height is computed by dividing the NAVD 88
 GL0182.geopotential number by the normal gravity value computed on the
 GL0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0182.degrees latitude (g = 980.6199 gals.).
 GL0182
 GL0182.The modeled gravity was interpolated from observed gravity values.
 GL0182
 GL0182;                    North         East    Units  Estimated Accuracy
 GL0182;SPC TX N     - 1,240,710.      143,070.      MT  (+/- 180 meters Scaled)
 GL0182
 GL0182                          SUPERSEDED SURVEY CONTROL
 GL0182
 GL0182.No superseded survey control is available for this station.
 GL0182
 GL0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA578063(NAD 83)
 GL0182_MARKER: DB = BENCH MARK DISK
 GL0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0182_STAMPING: Q 339 1952
 GL0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0182+STABILITY: SURFACE MOTION
 GL0182
 GL0182  HISTORY     - Date     Condition        Report By
 GL0182  HISTORY     - 1952     MONUMENTED       CGS
 GL0182
 GL0182                          STATION DESCRIPTION
 GL0182
 GL0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0182'10.5 MI SE FROM CONLEN.
 GL0182'0.5 MILE SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S. HIGHWAY
 GL0182'54 AT CONLEN, THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 GL0182'4.0 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.2 MILE SOUTHEAST OF A
 GL0182'FARMHOUSE, IN THE NORTHWEST CORNER OF A PASTURE, 136 FEET EAST OF THE
 GL0182'CENTER LINE OF A NORTH AND SOUTH ROAD, 136 FEET SOUTH OF A FENCE, 2.4
 GL0182'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0182'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1237 ***********************************************************************
 AY1237  DESIGNATION -  Q 34
 AY1237  PID         -  AY1237
 AY1237  STATE/COUNTY-  TX/MEDINA
 AY1237  USGS QUAD   -  D'HANIS (1970)
 AY1237
 AY1237                         *CURRENT SURVEY CONTROL
 AY1237  ___________________________________________________________________
 AY1237* NAD 83(1986)-  29 19 52.     (N)    099 16 46.     (W)     SCALED    
 AY1237* NAVD 88     -       270.163  (meters)     886.36   (feet)  POSTED    
 AY1237  ___________________________________________________________________
 AY1237  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AY1237  DYNAMIC HT  -         269.770 (meters)     885.07  (feet)  COMP
 AY1237  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 AY1237
 AY1237  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1237
 AY1237.The horizontal coordinates were scaled from a topographic map and have
 AY1237.an estimated accuracy of +/- 6 seconds.
 AY1237
 AY1237.The orthometric height was determined by differential leveling
 AY1237.and adjusted by the National Geodetic Survey in 1992..
 AY1237.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1237.rate of 0.0 thru 1.0 mm/km.
 AY1237
 AY1237.The geoid height was determined by GEOID03.
 AY1237
 AY1237.The dynamic height is computed by dividing the NAVD 88
 AY1237.geopotential number by the normal gravity value computed on the
 AY1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1237.degrees latitude (g = 980.6199 gals.).
 AY1237
 AY1237.The modeled gravity was interpolated from observed gravity values.
 AY1237
 AY1237;                    North         East    Units  Estimated Accuracy
 AY1237;SPC TXSC     - 4,166,030.      572,860.      MT  (+/- 180 meters Scaled)
 AY1237
 AY1237                          SUPERSEDED SURVEY CONTROL
 AY1237
 AY1237  NGVD 29 (??/??/92)  270.050  (m)          885.99   (f) ADJ UNCH    1 2
 AY1237
 AY1237.Superseded values are not recommended for survey control.
 AY1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1237.See file dsdata.txt to determine how the superseded data were derived.
 AY1237
 AY1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT728447(NAD 83)
 AY1237_MARKER: DB = BENCH MARK DISK
 AY1237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1237_SP_SET: BUILDING
 AY1237_STAMPING: Q 34 1917 ELEV. 886.035 FT.
 AY1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1237
 AY1237  HISTORY     - Date     Condition        Report By
 AY1237  HISTORY     - 1917     MONUMENTED       CGS
 AY1237  HISTORY     - 1957     GOOD             NGS
 AY1237  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1237  HISTORY     - 19950519 MARK NOT FOUND   USPSQD
 AY1237
 AY1237                          STATION DESCRIPTION
 AY1237
 AY1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1237'IN DHANIS.
 AY1237'ALONG THE TEXAS AND NEW ORLEANS RAILROAD, AT DHANIS, 159 FEET NORTH OF
 AY1237'THE NORTH CORNER OF THE RAILROAD STATION, 166 FEET NORTHWEST OF THE
 AY1237'NORTHWEST RAIL, SET VERTICALLY IN THE SOUTHEAST WALL OF THE RED AND
 AY1237'WHITE STORE, 1.0 FOOT SOUTHWEST OF THE EAST CORNER OF THE BUILDING AND
 AY1237'3.4 FEET ABOVE THE SIDEWALK.
 AY1237
 AY1237                          STATION RECOVERY (1982)
 AY1237
 AY1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1237'MARK NOT RECOVERED THIS DATE, BUILDING HAS BEEN REMOVED, DISK PROBABLY
 AY1237'DESTROYED.
 AY1237
 AY1237                          STATION RECOVERY (1995)
 AY1237
 AY1237'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0193 ***********************************************************************
 CA0193  DESIGNATION -  Q 340
 CA0193  PID         -  CA0193
 CA0193  STATE/COUNTY-  TX/SAN SABA
 CA0193  USGS QUAD   -  SAN SABA (1976)
 CA0193
 CA0193                         *CURRENT SURVEY CONTROL
 CA0193  ___________________________________________________________________
 CA0193* NAD 83(1986)-  31 12 00.     (N)    098 40 56.     (W)     SCALED    
 CA0193* NAVD 88     -       363.792  (meters)    1193.54   (feet)  ADJUSTED  
 CA0193  ___________________________________________________________________
 CA0193  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CA0193  DYNAMIC HT  -         363.309 (meters)    1191.96  (feet)  COMP
 CA0193  MODELED GRAV-     979,302.0   (mgal)                       NAVD 88
 CA0193
 CA0193  VERT ORDER  -  SECOND    CLASS 0
 CA0193
 CA0193.The horizontal coordinates were scaled from a topographic map and have
 CA0193.an estimated accuracy of +/- 6 seconds.
 CA0193
 CA0193.The orthometric height was determined by differential leveling
 CA0193.and adjusted by the National Geodetic Survey in June 1991..
 CA0193
 CA0193.The geoid height was determined by GEOID03.
 CA0193
 CA0193.The dynamic height is computed by dividing the NAVD 88
 CA0193.geopotential number by the normal gravity value computed on the
 CA0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0193.degrees latitude (g = 980.6199 gals.).
 CA0193
 CA0193.The modeled gravity was interpolated from observed gravity values.
 CA0193
 CA0193;                    North         East    Units  Estimated Accuracy
 CA0193;SPC TX C     - 3,171,150.      857,340.      MT  (+/- 180 meters Scaled)
 CA0193
 CA0193                          SUPERSEDED SURVEY CONTROL
 CA0193
 CA0193  NGVD 29 (??/??/92)  363.734  (m)         1193.35   (f) ADJ UNCH    2 0
 CA0193
 CA0193.Superseded values are not recommended for survey control.
 CA0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0193.See file dsdata.txt to determine how the superseded data were derived.
 CA0193
 CA0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV302518(NAD 83)
 CA0193_MARKER: DB = BENCH MARK DISK
 CA0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0193_STAMPING: Q 340 1935
 CA0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0193+STABILITY: SURFACE MOTION
 CA0193
 CA0193  HISTORY     - Date     Condition        Report By
 CA0193  HISTORY     - 1935     MONUMENTED       CGS
 CA0193
 CA0193                          STATION DESCRIPTION
 CA0193
 CA0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0193'2.2 MI E FROM SAN SABA.
 CA0193'2.2 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. 319 YARDS S.W. OF
 CA0193'MILE POST 22.  15 YARDS S.E. OF CENTER OF THE TRACK.  2 YARDS WEST OF
 CA0193'A GATE IN THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0183 ***********************************************************************
 BN0183  DESIGNATION -  Q 341
 BN0183  PID         -  BN0183
 BN0183  STATE/COUNTY-  TX/LLANO
 BN0183  USGS QUAD   -  LLANO NORTH (1955)
 BN0183
 BN0183                         *CURRENT SURVEY CONTROL
 BN0183  ___________________________________________________________________
 BN0183* NAD 83(1986)-  30 50 22.     (N)    098 39 13.     (W)     SCALED    
 BN0183* NAVD 88     -       384.193  (meters)    1260.47   (feet)  ADJUSTED  
 BN0183  ___________________________________________________________________
 BN0183  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BN0183  DYNAMIC HT  -         383.683 (meters)    1258.80  (feet)  COMP
 BN0183  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 BN0183
 BN0183  VERT ORDER  -  SECOND    CLASS 0
 BN0183
 BN0183.The horizontal coordinates were scaled from a topographic map and have
 BN0183.an estimated accuracy of +/- 6 seconds.
 BN0183
 BN0183.The orthometric height was determined by differential leveling
 BN0183.and adjusted by the National Geodetic Survey in June 1991..
 BN0183
 BN0183.The geoid height was determined by GEOID03.
 BN0183
 BN0183.The dynamic height is computed by dividing the NAVD 88
 BN0183.geopotential number by the normal gravity value computed on the
 BN0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0183.degrees latitude (g = 980.6199 gals.).
 BN0183
 BN0183.The modeled gravity was interpolated from observed gravity values.
 BN0183
 BN0183;                    North         East    Units  Estimated Accuracy
 BN0183;SPC TX C     - 3,131,220.      860,660.      MT  (+/- 180 meters Scaled)
 BN0183
 BN0183                          SUPERSEDED SURVEY CONTROL
 BN0183
 BN0183  NGVD 29 (??/??/92)  384.141  (m)         1260.30   (f) ADJ UNCH    2 0
 BN0183
 BN0183.Superseded values are not recommended for survey control.
 BN0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0183.See file dsdata.txt to determine how the superseded data were derived.
 BN0183
 BN0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV331118(NAD 83)
 BN0183_MARKER: DD = SURVEY DISK
 BN0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0183_STAMPING: Q 341 1935
 BN0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0183+STABILITY: SURFACE MOTION
 BN0183
 BN0183  HISTORY     - Date     Condition        Report By
 BN0183  HISTORY     - 1935     MONUMENTED       CGS
 BN0183
 BN0183                          STATION DESCRIPTION
 BN0183
 BN0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0183'6.3 MI N FROM LLANO.
 BN0183'6.3 MILES NORTH OF AND ALONG STATE HIGHWAY 81 ABOUT 100 YARDS NORTH OF
 BN0183'A CULVERT.  17 YARDS EAST OF CENTER OF THE HIGHWAY.  1 YARD WEST OF
 BN0183'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0018 ***********************************************************************
 AO0018  DESIGNATION -  Q 342
 AO0018  PID         -  AO0018
 AO0018  STATE/COUNTY-  TX/ATASCOSA
 AO0018  USGS QUAD   -  MC COY (1985)
 AO0018
 AO0018                         *CURRENT SURVEY CONTROL
 AO0018  ___________________________________________________________________
 AO0018* NAD 83(1986)-  28 46 05.     (N)    098 17 21.     (W)     SCALED    
 AO0018* NAVD 88     -        81.832  (meters)     268.48   (feet)  ADJUSTED  
 AO0018  ___________________________________________________________________
 AO0018  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AO0018  DYNAMIC HT  -          81.712 (meters)     268.08  (feet)  COMP
 AO0018  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AO0018
 AO0018  VERT ORDER  -  SECOND    CLASS 0
 AO0018
 AO0018.The horizontal coordinates were scaled from a topographic map and have
 AO0018.an estimated accuracy of +/- 6 seconds.
 AO0018
 AO0018.The orthometric height was determined by differential leveling
 AO0018.and adjusted by the National Geodetic Survey in June 1991..
 AO0018
 AO0018.The geoid height was determined by GEOID03.
 AO0018
 AO0018.The dynamic height is computed by dividing the NAVD 88
 AO0018.geopotential number by the normal gravity value computed on the
 AO0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0018.degrees latitude (g = 980.6199 gals.).
 AO0018
 AO0018.The modeled gravity was interpolated from observed gravity values.
 AO0018
 AO0018;                    North         East    Units  Estimated Accuracy
 AO0018;SPC TXSC     - 4,103,810.      669,410.      MT  (+/- 180 meters Scaled)
 AO0018
 AO0018                          SUPERSEDED SURVEY CONTROL
 AO0018
 AO0018  NGVD 29 (??/??/92)   81.793  (m)          268.35   (f) ADJ UNCH    2 0
 AO0018
 AO0018.Superseded values are not recommended for survey control.
 AO0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0018.See file dsdata.txt to determine how the superseded data were derived.
 AO0018
 AO0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS693824(NAD 83)
 AO0018_MARKER: DB = BENCH MARK DISK
 AO0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0018_STAMPING: Q 342 1935
 AO0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0018+STABILITY: SURFACE MOTION
 AO0018
 AO0018  HISTORY     - Date     Condition        Report By
 AO0018  HISTORY     - 1935     MONUMENTED       CGS
 AO0018
 AO0018                          STATION DESCRIPTION
 AO0018
 AO0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0018'2.1 MI N FROM CAMPBELLTON.
 AO0018'2.1 MILES N OF AND ALONG THE ROAD TO FLORESVILLE WHERE ROAD INTERSECTS
 AO0018'WITH A SAND TRAIL.  9 YARDS NW OF CENTER OF ROAD.  11 YARDS NE OF
 AO0018'CENTER OF SAND TRAIL.  23 YARDS N OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0042 ***********************************************************************
 AO0042  DESIGNATION -  Q 343
 AO0042  PID         -  AO0042
 AO0042  STATE/COUNTY-  TX/ATASCOSA
 AO0042  USGS QUAD   -  PLEASANTON (1985)
 AO0042
 AO0042                         *CURRENT SURVEY CONTROL
 AO0042  ___________________________________________________________________
 AO0042* NAD 83(1986)-  28 58 17.     (N)    098 28 50.     (W)     SCALED    
 AO0042* NAVD 88     -       112.260  (meters)     368.31   (feet)  ADJUSTED  
 AO0042  ___________________________________________________________________
 AO0042  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AO0042  DYNAMIC HT  -         112.098 (meters)     367.77  (feet)  COMP
 AO0042  MODELED GRAV-     979,200.6   (mgal)                       NAVD 88
 AO0042
 AO0042  VERT ORDER  -  SECOND    CLASS 0
 AO0042
 AO0042.The horizontal coordinates were scaled from a topographic map and have
 AO0042.an estimated accuracy of +/- 6 seconds.
 AO0042
 AO0042.The orthometric height was determined by differential leveling
 AO0042.and adjusted by the National Geodetic Survey in June 1991..
 AO0042
 AO0042.The geoid height was determined by GEOID03.
 AO0042
 AO0042.The dynamic height is computed by dividing the NAVD 88
 AO0042.geopotential number by the normal gravity value computed on the
 AO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0042.degrees latitude (g = 980.6199 gals.).
 AO0042
 AO0042.The modeled gravity was interpolated from observed gravity values.
 AO0042
 AO0042;                    North         East    Units  Estimated Accuracy
 AO0042;SPC TXSC     - 4,126,240.      650,620.      MT  (+/- 180 meters Scaled)
 AO0042
 AO0042                          SUPERSEDED SURVEY CONTROL
 AO0042
 AO0042  NGVD 29 (??/??/92)  112.225  (m)          368.19   (f) ADJ UNCH    2 0
 AO0042
 AO0042.Superseded values are not recommended for survey control.
 AO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0042.See file dsdata.txt to determine how the superseded data were derived.
 AO0042
 AO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT506049(NAD 83)
 AO0042_MARKER: DB = BENCH MARK DISK
 AO0042_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AO0042+WITH SETTING: PAVEMENT
 AO0042_SP_SET: SIGNAL TOWER FOUNDATION
 AO0042_STAMPING: Q 343 1935
 AO0042_MARK LOGO: CGS   
 AO0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0042+STABILITY: SURFACE MOTION
 AO0042
 AO0042  HISTORY     - Date     Condition        Report By
 AO0042  HISTORY     - 1935     MONUMENTED       CGS
 AO0042  HISTORY     - 19930323 MARK NOT FOUND   USPSQD
 AO0042
 AO0042                          STATION DESCRIPTION
 AO0042
 AO0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0042'IN NORTH PLEASANTON.
 AO0042'DISK IS SET HORIZONTALLY IN SW CORNER OF CONCRETE FOUNDATION OF SIGNAL
 AO0042'TOWER IN FRONT OF THE M P DEPOT.
 AO0042
 AO0042                          STATION RECOVERY (1993)
 AO0042
 AO0042'RECOVERY NOTE BY US POWER SQUADRON 1993
 AO0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1503 ***********************************************************************
 FL1503  DESIGNATION -  Q 345
 FL1503  PID         -  FL1503
 FL1503  STATE/COUNTY-  TX/MOORE
 FL1503  USGS QUAD   -  DUMAS NE (1972)
 FL1503
 FL1503                         *CURRENT SURVEY CONTROL
 FL1503  ___________________________________________________________________
 FL1503* NAD 83(1986)-  35 57 04.     (N)    101 48 39.     (W)     SCALED    
 FL1503* NAVD 88     -      1063.836  (meters)    3490.27   (feet)  ADJUSTED  
 FL1503  ___________________________________________________________________
 FL1503  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1503  DYNAMIC HT  -        1062.625 (meters)    3486.30  (feet)  COMP
 FL1503  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 FL1503
 FL1503  VERT ORDER  -  SECOND    CLASS 0
 FL1503
 FL1503.The horizontal coordinates were scaled from a topographic map and have
 FL1503.an estimated accuracy of +/- 6 seconds.
 FL1503
 FL1503.The orthometric height was determined by differential leveling
 FL1503.and adjusted by the National Geodetic Survey in June 1991..
 FL1503
 FL1503.The geoid height was determined by GEOID03.
 FL1503
 FL1503.The dynamic height is computed by dividing the NAVD 88
 FL1503.geopotential number by the normal gravity value computed on the
 FL1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1503.degrees latitude (g = 980.6199 gals.).
 FL1503
 FL1503.The modeled gravity was interpolated from observed gravity values.
 FL1503
 FL1503;                    North         East    Units  Estimated Accuracy
 FL1503;SPC TX N     - 1,216,500.      171,960.      MT  (+/- 180 meters Scaled)
 FL1503
 FL1503                          SUPERSEDED SURVEY CONTROL
 FL1503
 FL1503  NGVD 29 (??/??/92) 1063.326  (m)         3488.60   (f) ADJ UNCH    2 0
 FL1503
 FL1503.Superseded values are not recommended for survey control.
 FL1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1503.See file dsdata.txt to determine how the superseded data were derived.
 FL1503
 FL1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE464821(NAD 83)
 FL1503_MARKER: DB = BENCH MARK DISK
 FL1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1503_STAMPING: Q 345 1952
 FL1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1503+STABILITY: SURFACE MOTION
 FL1503
 FL1503  HISTORY     - Date     Condition        Report By
 FL1503  HISTORY     - 1952     MONUMENTED       CGS
 FL1503
 FL1503                          STATION DESCRIPTION
 FL1503
 FL1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1503'5.8 MI S FROM SUNRAY.
 FL1503'0.55 MILE SOUTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 FL1503'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 0.45 MILE SOUTH ALONG A
 FL1503'GRADED DIRT ROAD, THENCE 0.8 MILE EAST ALONG FARM ROAD 281, THENCE 4.0
 FL1503'MILES SOUTH ALONG A GRADED DIRT ROAD, IN LINE WITH A FENCE LEADING
 FL1503'EAST, 61 FEET WEST OF THE CENTER LINE OF THE ROAD, 26 FEET WEST OF A
 FL1503'NORTH AND SOUTH FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 FL1503'OF A CONCRETE POST WHICH PROJECT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1389 ***********************************************************************
 FL1389  DESIGNATION -  Q 346
 FL1389  PID         -  FL1389
 FL1389  STATE/COUNTY-  TX/MOORE
 FL1389  USGS QUAD   -  POLLARD CREEK (1972)
 FL1389
 FL1389                         *CURRENT SURVEY CONTROL
 FL1389  ___________________________________________________________________
 FL1389* NAD 83(1986)-  35 51 00.     (N)    101 40 03.     (W)     SCALED    
 FL1389* NAVD 88     -      1039.723  (meters)    3411.16   (feet)  ADJUSTED  
 FL1389  ___________________________________________________________________
 FL1389  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 FL1389  DYNAMIC HT  -        1038.539 (meters)    3407.27  (feet)  COMP
 FL1389  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 FL1389
 FL1389  VERT ORDER  -  SECOND    CLASS 0
 FL1389
 FL1389.The horizontal coordinates were scaled from a topographic map and have
 FL1389.an estimated accuracy of +/- 6 seconds.
 FL1389
 FL1389.The orthometric height was determined by differential leveling
 FL1389.and adjusted by the National Geodetic Survey in June 1991..
 FL1389
 FL1389.The geoid height was determined by GEOID03.
 FL1389
 FL1389.The dynamic height is computed by dividing the NAVD 88
 FL1389.geopotential number by the normal gravity value computed on the
 FL1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1389.degrees latitude (g = 980.6199 gals.).
 FL1389
 FL1389.The modeled gravity was interpolated from observed gravity values.
 FL1389
 FL1389;                    North         East    Units  Estimated Accuracy
 FL1389;SPC TX N     - 1,205,250.      184,870.      MT  (+/- 180 meters Scaled)
 FL1389
 FL1389                          SUPERSEDED SURVEY CONTROL
 FL1389
 FL1389  NGVD 29 (??/??/92) 1039.220  (m)         3409.51   (f) ADJ UNCH    2 0
 FL1389
 FL1389.Superseded values are not recommended for survey control.
 FL1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1389.See file dsdata.txt to determine how the superseded data were derived.
 FL1389
 FL1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE591705(NAD 83)
 FL1389_MARKER: DB = BENCH MARK DISK
 FL1389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1389_SP_SET: CULVERT
 FL1389_STAMPING: Q 346 1952
 FL1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1389+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FL1389
 FL1389  HISTORY     - Date     Condition        Report By
 FL1389  HISTORY     - 1952     MONUMENTED       CGS
 FL1389  HISTORY     - 20040805 GOOD             USPSQD
 FL1389
 FL1389                          STATION DESCRIPTION
 FL1389
 FL1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1389'12.9 MI W FROM STINNET.
 FL1389'12.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL AT
 FL1389'STINNET, AT THE CROSSING OF A TELEPHONE LINE, 21 FEET NORTH OF THE
 FL1389'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 FL1389'NORTH HEADWALL OF A CONCRETE CULVERT.
 FL1389
 FL1389                          STATION RECOVERY (2004)
 FL1389
 FL1389'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1423 ***********************************************************************
 FL1423  DESIGNATION -  Q 347
 FL1423  PID         -  FL1423
 FL1423  STATE/COUNTY-  TX/HUTCHINSON
 FL1423  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1423
 FL1423                         *CURRENT SURVEY CONTROL
 FL1423  ___________________________________________________________________
 FL1423* NAD 83(1986)-  35 57 56.     (N)    101 34 15.     (W)     SCALED    
 FL1423* NAVD 88     -      1019.892  (meters)    3346.10   (feet)  ADJUSTED  
 FL1423  ___________________________________________________________________
 FL1423  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 FL1423  DYNAMIC HT  -        1018.750 (meters)    3342.35  (feet)  COMP
 FL1423  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 FL1423
 FL1423  VERT ORDER  -  SECOND    CLASS 0
 FL1423
 FL1423.The horizontal coordinates were scaled from a topographic map and have
 FL1423.an estimated accuracy of +/- 6 seconds.
 FL1423
 FL1423.The orthometric height was determined by differential leveling
 FL1423.and adjusted by the National Geodetic Survey in June 1991..
 FL1423
 FL1423.The geoid height was determined by GEOID03.
 FL1423
 FL1423.The dynamic height is computed by dividing the NAVD 88
 FL1423.geopotential number by the normal gravity value computed on the
 FL1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1423.degrees latitude (g = 980.6199 gals.).
 FL1423
 FL1423.The modeled gravity was interpolated from observed gravity values.
 FL1423
 FL1423;                    North         East    Units  Estimated Accuracy
 FL1423;SPC TX N     - 1,218,060.      193,610.      MT  (+/- 180 meters Scaled)
 FL1423
 FL1423                          SUPERSEDED SURVEY CONTROL
 FL1423
 FL1423  NGVD 29 (??/??/92) 1019.409  (m)         3344.51   (f) ADJ UNCH    2 0
 FL1423
 FL1423.Superseded values are not recommended for survey control.
 FL1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1423.See file dsdata.txt to determine how the superseded data were derived.
 FL1423
 FL1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE681831(NAD 83)
 FL1423_MARKER: DB = BENCH MARK DISK
 FL1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1423_STAMPING: Q 347 1952
 FL1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1423+STABILITY: SURFACE MOTION
 FL1423
 FL1423  HISTORY     - Date     Condition        Report By
 FL1423  HISTORY     - 1952     MONUMENTED       CGS
 FL1423
 FL1423                          STATION DESCRIPTION
 FL1423
 FL1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1423'7.4 MI W FROM PRINGLE.
 FL1423'7.4 MILES WEST ALONG FARM ROAD 1598 FROM ITS JUNCTION WITH FARM ROAD
 FL1423'278 AT PRINGLE, 48 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 70
 FL1423'FEET WEST OF A PIPE LINE, 1.3 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 FL1423'WITNESS POST, 36 FEET EAST OF A POWER POLE, SET IN THE TOP OF A
 FL1423'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0098 ***********************************************************************
 GL0098  DESIGNATION -  Q 348
 GL0098  PID         -  GL0098
 GL0098  STATE/COUNTY-  TX/HARTLEY
 GL0098  USGS QUAD   -  WILCO (1965)
 GL0098
 GL0098                         *CURRENT SURVEY CONTROL
 GL0098  ___________________________________________________________________
 GL0098* NAD 83(1986)-  36 00 37.     (N)    102 22 18.     (W)     SCALED    
 GL0098* NAVD 88     -      1191.463  (meters)    3908.99   (feet)  ADJUSTED  
 GL0098  ___________________________________________________________________
 GL0098  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 GL0098  DYNAMIC HT  -        1190.077 (meters)    3904.44  (feet)  COMP
 GL0098  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 GL0098
 GL0098  VERT ORDER  -  SECOND    CLASS 0
 GL0098
 GL0098.The horizontal coordinates were scaled from a topographic map and have
 GL0098.an estimated accuracy of +/- 6 seconds.
 GL0098
 GL0098.The orthometric height was determined by differential leveling
 GL0098.and adjusted by the National Geodetic Survey in June 1991..
 GL0098
 GL0098.The geoid height was determined by GEOID03.
 GL0098
 GL0098.The dynamic height is computed by dividing the NAVD 88
 GL0098.geopotential number by the normal gravity value computed on the
 GL0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0098.degrees latitude (g = 980.6199 gals.).
 GL0098
 GL0098.The modeled gravity was interpolated from observed gravity values.
 GL0098
 GL0098;                    North         East    Units  Estimated Accuracy
 GL0098;SPC TX N     - 1,223,370.      121,420.      MT  (+/- 180 meters Scaled)
 GL0098
 GL0098                          SUPERSEDED SURVEY CONTROL
 GL0098
 GL0098  NGVD 29 (??/??/92) 1190.89   (m)         3907.1    (f) COMPUTED    2 0
 GL0098
 GL0098.Superseded values are not recommended for survey control.
 GL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0098.See file dsdata.txt to determine how the superseded data were derived.
 GL0098
 GL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV368882(NAD 83)
 GL0098_MARKER: DB = BENCH MARK DISK
 GL0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0098_STAMPING: Q 348 1952
 GL0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0098+STABILITY: SURFACE MOTION
 GL0098
 GL0098  HISTORY     - Date     Condition        Report By
 GL0098  HISTORY     - 1952     MONUMENTED       CGS
 GL0098
 GL0098                          STATION DESCRIPTION
 GL0098
 GL0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0098'9.8 MI N FROM HARTLEY.
 GL0098'9.8 MILES NORTH ALONG FARM ROAD 1712 FROM ITS JUNCTION WITH U.S.
 GL0098'HIGHWAY 87 AT HARTLEY, 0.4 MILE NORTH OF A JUNCTION WITH A ROAD
 GL0098'LEADING EAST, 1.1 MILES SOUTH OF A CROSSING OF THE CHICAGO, ROCK
 GL0098'ISLAND AND PACIFIC RAILROAD, 39 FEET WEST OF THE CENTER LINE OF THE
 GL0098'ROAD, 0.8 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN
 GL0098'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0877 ***********************************************************************
 AY0877  DESIGNATION -  Q 35
 AY0877  PID         -  AY0877
 AY0877  STATE/COUNTY-  TX/MEDINA
 AY0877  USGS QUAD   -  LA COSTE (1982)
 AY0877
 AY0877                         *CURRENT SURVEY CONTROL
 AY0877  ___________________________________________________________________
 AY0877* NAD 83(1986)-  29 17 14.     (N)    098 51 23.     (W)     SCALED    
 AY0877* NAVD 88     -       251.138  (meters)     823.94   (feet)  POSTED    
 AY0877  ___________________________________________________________________
 AY0877  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AY0877  DYNAMIC HT  -         250.780 (meters)     822.77  (feet)  COMP
 AY0877  MODELED GRAV-     979,200.1   (mgal)                       NAVD 88
 AY0877
 AY0877  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0877
 AY0877.The horizontal coordinates were scaled from a topographic map and have
 AY0877.an estimated accuracy of +/- 6 seconds.
 AY0877
 AY0877.The orthometric height was determined by differential leveling
 AY0877.and adjusted by the National Geodetic Survey in 1992..
 AY0877.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0877.rate of 0.0 thru 1.0 mm/km.
 AY0877
 AY0877.The geoid height was determined by GEOID03.
 AY0877
 AY0877.The dynamic height is computed by dividing the NAVD 88
 AY0877.geopotential number by the normal gravity value computed on the
 AY0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0877.degrees latitude (g = 980.6199 gals.).
 AY0877
 AY0877.The modeled gravity was interpolated from observed gravity values.
 AY0877
 AY0877;                    North         East    Units  Estimated Accuracy
 AY0877;SPC TXSC     - 4,161,140.      613,950.      MT  (+/- 180 meters Scaled)
 AY0877
 AY0877                          SUPERSEDED SURVEY CONTROL
 AY0877
 AY0877.No superseded survey control is available for this station.
 AY0877
 AY0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT139398(NAD 83)
 AY0877_MARKER: Z = SEE DESCRIPTION
 AY0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0877_SP_SET: STONE
 AY0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0877+STABILITY: SURFACE MOTION
 AY0877
 AY0877  HISTORY     - Date     Condition        Report By
 AY0877  HISTORY     - UNK      MONUMENTED       CGS
 AY0877  HISTORY     - 1957     MARK NOT FOUND   NGS
 AY0877  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0877
 AY0877                          STATION DESCRIPTION
 AY0877
 AY0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0877'2.9 MI SW FROM LACOSTE.
 AY0877'ABOUT 2.9 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AY0877'LACOSTE, MEDINA COUNTY, AT MILEPOST 237, AND 50 FEET SOUTH OF THE
 AY0877'TRACK.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST, NEAR
 AY0877'THE LETTERS USBM.  NOTE-- IT MAY HAVE BEEN DESTROYED DURING
 AY0877'CONSTRUCTION WORK ON FARM ROAD 471.
 AY0877
 AY0877                          STATION RECOVERY (2002)
 AY0877
 AY0877'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1792 ***********************************************************************
 AX1792  DESIGNATION -  Q 350 RESET 1958
 AX1792  PID         -  AX1792
 AX1792  STATE/COUNTY-  TX/GONZALES
 AX1792  USGS QUAD   -  GONZALES SOUTH (1987)
 AX1792
 AX1792                         *CURRENT SURVEY CONTROL
 AX1792  ___________________________________________________________________
 AX1792* NAD 83(1986)-  29 26 47.     (N)    097 25 34.     (W)     SCALED    
 AX1792* NAVD 88     -        81.50   (+/-2cm)     267.4    (feet)  VERTCON   
 AX1792  ___________________________________________________________________
 AX1792  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AX1792
 AX1792  VERT ORDER  -  THIRD (See Below)
 AX1792
 AX1792.The horizontal coordinates were scaled from a topographic map and have
 AX1792.an estimated accuracy of +/- 6 seconds.
 AX1792
 AX1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1792.The vertical order pertains to the NGVD 29 superseded value.
 AX1792
 AX1792.The geoid height was determined by GEOID03.
 AX1792
 AX1792;                    North         East    Units  Estimated Accuracy
 AX1792;SPC TXSC     - 4,179,800.      752,670.      MT  (+/- 180 meters Scaled)
 AX1792
 AX1792                          SUPERSEDED SURVEY CONTROL
 AX1792
 AX1792  NGVD 29 (??/??/??)   81.47   (m)          267.3    (f) RESET       3  
 AX1792
 AX1792.Superseded values are not recommended for survey control.
 AX1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1792.See file dsdata.txt to determine how the superseded data were derived.
 AX1792
 AX1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT526584(NAD 83)
 AX1792_MARKER: DB = BENCH MARK DISK
 AX1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1792_STAMPING: Q 350 RESET 1958
 AX1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1792+STABILITY: SURFACE MOTION
 AX1792
 AX1792  HISTORY     - Date     Condition        Report By
 AX1792  HISTORY     - 1958     MONUMENTED       TXHD
 AX1792  HISTORY     - 1959     GOOD             TXHD
 AX1792  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1792
 AX1792                          STATION DESCRIPTION
 AX1792
 AX1792'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX1792'4.1 MI SE FROM GONZALES.
 AX1792'ABOUT 4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 183, FROM THE COUNTY
 AX1792'COURTHOUSE AT GONZALES, GONZALES COUNTY, ABOUT 0.3 MILE NORTH OF A
 AX1792'FARM HOUSE, AT A DIRT-ROAD CROSSING, 60.5 FEET SOUTH OF THE CENTERLINE
 AX1792'OF THE HIGHWAY, 12 FEET WEST OF THE CENTERLINE OF THE ROAD AND AT A
 AX1792'FIELD GATE.  A STANDARD DISK, STAMPED Q 350 RESET 1958 AND SET IN THE
 AX1792'TOP OF A CONCRETE POST ABOUT 0.5 FOOT ABOVE THE NATURAL GROUND LEVEL.
 AX1792
 AX1792                          STATION RECOVERY (1988)
 AX1792
 AX1792'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0195 ***********************************************************************
 AE0195  DESIGNATION -  Q 351
 AE0195  PID         -  AE0195
 AE0195  STATE/COUNTY-  TX/HIDALGO
 AE0195  USGS QUAD   -  LINN NE (1982)
 AE0195
 AE0195                         *CURRENT SURVEY CONTROL
 AE0195  ___________________________________________________________________
 AE0195* NAD 83(1986)-  26 38 58.     (N)    098 06 38.     (W)     SCALED    
 AE0195* NAVD 88     -        23.173  (meters)      76.03   (feet)  ADJUSTED  
 AE0195  ___________________________________________________________________
 AE0195  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AE0195  DYNAMIC HT  -          23.136 (meters)      75.91  (feet)  COMP
 AE0195  MODELED GRAV-     979,042.2   (mgal)                       NAVD 88
 AE0195
 AE0195  VERT ORDER  -  SECOND    CLASS 0
 AE0195
 AE0195.The horizontal coordinates were scaled from a topographic map and have
 AE0195.an estimated accuracy of +/- 6 seconds.
 AE0195
 AE0195.The orthometric height was determined by differential leveling
 AE0195.and adjusted by the National Geodetic Survey in June 1991..
 AE0195
 AE0195.The geoid height was determined by GEOID03.
 AE0195
 AE0195.The dynamic height is computed by dividing the NAVD 88
 AE0195.geopotential number by the normal gravity value computed on the
 AE0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0195.degrees latitude (g = 980.6199 gals.).
 AE0195
 AE0195.The modeled gravity was interpolated from observed gravity values.
 AE0195
 AE0195;                    North         East    Units  Estimated Accuracy
 AE0195;SPC TX S     - 5,108,940.      338,770.      MT  (+/- 180 meters Scaled)
 AE0195
 AE0195                          SUPERSEDED SURVEY CONTROL
 AE0195
 AE0195  NGVD 29 (??/??/92)   23.285  (m)           76.39   (f) ADJ UNCH    2 0
 AE0195
 AE0195.Superseded values are not recommended for survey control.
 AE0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0195.See file dsdata.txt to determine how the superseded data were derived.
 AE0195
 AE0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ885479(NAD 83)
 AE0195_MARKER: DB = BENCH MARK DISK
 AE0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0195_STAMPING: Q 351
 AE0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0195+STABILITY: SURFACE MOTION
 AE0195
 AE0195  HISTORY     - Date     Condition        Report By
 AE0195  HISTORY     - UNK      MONUMENTED       CGS
 AE0195  HISTORY     - 1962     GOOD             USGS
 AE0195
 AE0195                          STATION DESCRIPTION
 AE0195
 AE0195'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0195'5.9 MI N FROM SAN MANUEL.
 AE0195'5.9 MILES NORTH ALONG U.S. HWY. 281 FROM THE CHURCH AT SAN MANUEL,
 AE0195'HIDALGO COUNTY, 0.5 MILE SOUTH OF A RANCH HOUSE, AND AT THE NORTH END
 AE0195'OF A CURVE IN THE HIGHWAY, 91 FEET WEST OF THE CENTERLINE OF THE
 AE0195'HIGHWAY, AND ABOUT 25 FEET WEST OF THE HIGHWAY, A STATE SURVEY DISK
 AE0195'STAMPED Q 351 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 AE0195'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0160 ***********************************************************************
 FL0160  DESIGNATION -  Q 353
 FL0160  PID         -  FL0160
 FL0160  STATE/COUNTY-  TX/WHEELER
 FL0160  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0160
 FL0160                         *CURRENT SURVEY CONTROL
 FL0160  ___________________________________________________________________
 FL0160* NAD 83(1986)-  35 12 43.     (N)    100 19 26.     (W)     SCALED    
 FL0160* NAVD 88     -       724.447  (meters)    2376.79   (feet)  ADJUSTED  
 FL0160  ___________________________________________________________________
 FL0160  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL0160  DYNAMIC HT  -         723.687 (meters)    2374.30  (feet)  COMP
 FL0160  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 FL0160
 FL0160  VERT ORDER  -  FIRST     CLASS II
 FL0160
 FL0160.The horizontal coordinates were scaled from a topographic map and have
 FL0160.an estimated accuracy of +/- 6 seconds.
 FL0160
 FL0160.The orthometric height was determined by differential leveling
 FL0160.and adjusted by the National Geodetic Survey in June 1991..
 FL0160
 FL0160.The geoid height was determined by GEOID03.
 FL0160
 FL0160.The dynamic height is computed by dividing the NAVD 88
 FL0160.geopotential number by the normal gravity value computed on the
 FL0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0160.degrees latitude (g = 980.6199 gals.).
 FL0160
 FL0160.The modeled gravity was interpolated from observed gravity values.
 FL0160
 FL0160;                    North         East    Units  Estimated Accuracy
 FL0160;SPC TX N     - 1,135,090.      307,080.      MT  (+/- 180 meters Scaled)
 FL0160
 FL0160                          SUPERSEDED SURVEY CONTROL
 FL0160
 FL0160  NGVD 29 (??/??/92)  724.153  (m)         2375.83   (f) ADJ UNCH    1 2
 FL0160
 FL0160.Superseded values are not recommended for survey control.
 FL0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0160.See file dsdata.txt to determine how the superseded data were derived.
 FL0160
 FL0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD795973(NAD 83)
 FL0160_MARKER: DB = BENCH MARK DISK
 FL0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0160_STAMPING: Q 353 1953
 FL0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0160+STABILITY: SURFACE MOTION
 FL0160
 FL0160  HISTORY     - Date     Condition        Report By
 FL0160  HISTORY     - 1953     MONUMENTED       CGS
 FL0160
 FL0160                          STATION DESCRIPTION
 FL0160
 FL0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0160'4.5 MI W FROM SHAMROCK.
 FL0160'4.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0160'FROM THE STATION AT SHAMROCK, 0.1 MILE EAST OF A ROAD CROSSING, 2
 FL0160'POLES WEST OF MILEPOST 669, 41 FEET SOUTH OF THE SOUTH RAIL, 19 FEET
 FL0160'NORTHEAST OF A POWER POLE, 33 FEET NORTH OF THE CENTER LINE OF AN EAST
 FL0160'AND WEST ROAD, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 FL0160'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0338 ***********************************************************************
 FL0338  DESIGNATION -  Q 354
 FL0338  PID         -  FL0338
 FL0338  STATE/COUNTY-  TX/GRAY
 FL0338  USGS QUAD   -  ROCKLEDGE (1964)
 FL0338
 FL0338                         *CURRENT SURVEY CONTROL
 FL0338  ___________________________________________________________________
 FL0338* NAD 83(1986)-  35 12 50.     (N)    100 46 01.     (W)     SCALED    
 FL0338* NAVD 88     -       937.359  (meters)    3075.32   (feet)  ADJUSTED  
 FL0338  ___________________________________________________________________
 FL0338  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FL0338  DYNAMIC HT  -         936.313 (meters)    3071.89  (feet)  COMP
 FL0338  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 FL0338
 FL0338  VERT ORDER  -  FIRST     CLASS II
 FL0338
 FL0338.The horizontal coordinates were scaled from a topographic map and have
 FL0338.an estimated accuracy of +/- 6 seconds.
 FL0338
 FL0338.The orthometric height was determined by differential leveling
 FL0338.and adjusted by the National Geodetic Survey in June 1991..
 FL0338
 FL0338.The geoid height was determined by GEOID03.
 FL0338
 FL0338.The dynamic height is computed by dividing the NAVD 88
 FL0338.geopotential number by the normal gravity value computed on the
 FL0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0338.degrees latitude (g = 980.6199 gals.).
 FL0338
 FL0338.The modeled gravity was interpolated from observed gravity values.
 FL0338
 FL0338;                    North         East    Units  Estimated Accuracy
 FL0338;SPC TX N     - 1,134,910.      266,740.      MT  (+/- 180 meters Scaled)
 FL0338
 FL0338                          SUPERSEDED SURVEY CONTROL
 FL0338
 FL0338  NGVD 29 (??/??/92)  936.977  (m)         3074.07   (f) ADJ UNCH    1 2
 FL0338
 FL0338.Superseded values are not recommended for survey control.
 FL0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0338.See file dsdata.txt to determine how the superseded data were derived.
 FL0338
 FL0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD391981(NAD 83)
 FL0338_MARKER: DB = BENCH MARK DISK
 FL0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0338_STAMPING: Q 354 1953
 FL0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0338+STABILITY: SURFACE MOTION
 FL0338
 FL0338  HISTORY     - Date     Condition        Report By
 FL0338  HISTORY     - 1953     MONUMENTED       CGS
 FL0338
 FL0338                          STATION DESCRIPTION
 FL0338
 FL0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0338'2.0 MI SW FROM ALANREED.
 FL0338'2.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0338'RAILROAD FROM THE STATION SIGN AT ALANREED, 14.7 FEET NORTH OF
 FL0338'MILEPOST 698, 54 FEET NORTH OF THE NORTH RAIL, 6.4 FEET NORTHEAST OF A
 FL0338'VERTICAL SECTION OF RAIL WHICH IS PAINTED WHITE, 3 FEET WEST OF A
 FL0338'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 FL0338'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0128 ***********************************************************************
 AO0128  DESIGNATION -  Q 356
 AO0128  PID         -  AO0128
 AO0128  STATE/COUNTY-  TX/LA SALLE
 AO0128  USGS QUAD   -  PIEDRA CREEK NW (1974)
 AO0128
 AO0128                         *CURRENT SURVEY CONTROL
 AO0128  ___________________________________________________________________
 AO0128* NAD 83(1986)-  28 07 53.     (N)    098 57 50.     (W)     SCALED    
 AO0128* NAVD 88     -        89.748  (meters)     294.45   (feet)  POSTED    
 AO0128  ___________________________________________________________________
 AO0128  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AO0128  DYNAMIC HT  -          89.610 (meters)     294.00  (feet)  COMP
 AO0128  MODELED GRAV-     979,128.2   (mgal)                       NAVD 88
 AO0128
 AO0128  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0128
 AO0128.The horizontal coordinates were scaled from a topographic map and have
 AO0128.an estimated accuracy of +/- 6 seconds.
 AO0128
 AO0128.The orthometric height was determined by differential leveling
 AO0128.and adjusted by the National Geodetic Survey in 1992..
 AO0128.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0128.rate of 1.1 thru 2.0 mm/km.
 AO0128
 AO0128.The geoid height was determined by GEOID03.
 AO0128
 AO0128.The dynamic height is computed by dividing the NAVD 88
 AO0128.geopotential number by the normal gravity value computed on the
 AO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0128.degrees latitude (g = 980.6199 gals.).
 AO0128
 AO0128.The modeled gravity was interpolated from observed gravity values.
 AO0128
 AO0128;                    North         East    Units  Estimated Accuracy
 AO0128;SPC TXSC     - 4,033,040.      603,550.      MT  (+/- 180 meters Scaled)
 AO0128
 AO0128                          SUPERSEDED SURVEY CONTROL
 AO0128
 AO0128  NGVD 29 (??/??/92)   89.706  (m)          294.31   (f) ADJ UNCH    2 0
 AO0128
 AO0128.Superseded values are not recommended for survey control.
 AO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0128.See file dsdata.txt to determine how the superseded data were derived.
 AO0128
 AO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS035117(NAD 83)
 AO0128_MARKER: DB = BENCH MARK DISK
 AO0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0128_STAMPING: Q 356 1935
 AO0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0128+STABILITY: SURFACE MOTION
 AO0128
 AO0128  HISTORY     - Date     Condition        Report By
 AO0128  HISTORY     - 1935     MONUMENTED       CGS
 AO0128  HISTORY     - 1973     GOOD             USGS
 AO0128
 AO0128                          STATION DESCRIPTION
 AO0128
 AO0128'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AO0128'29.6 MI SE FROM COTULLA.
 AO0128'COTULLA.  0.8 MI. E. OF ALONG U.S. HWY. 97 TO JCT. OF STATE HWY. 468.
 AO0128'THENCE 22.0 MILES SE ALONG STATE HWYS. 468 AND 624 TO JCT. OF A COUNTY
 AO0128'ROAD S.  THENCE 5.7 MI. S. ALONG MAIN TRAVELED ROAD TO A LOCKED GATE.
 AO0128'GO THROUGH GATE INTO A RANCH CONTROLLED BY PAT WELDER OF VICTORIA,
 AO0128'TEX.  CONTINUE S. ON MAIN TRAVELED ROAD 1.1 MI. TO A BEND IN THE ROAD
 AO0128'AND A Y-ROAD FORK.  ABOUT 375 FEET SOUTH OF ROAD FORK. 53 FEET WEST OF
 AO0128'CENTERLINE OF THE ROAD.  UNDER A MESQUITE BUSH. IN THE TOP OF A
 AO0128'CONCRETE POST PROJECTING 0.2 FT.  A STANDARD US C AND GS BRONZE DISK
 AO0128'STAMPED Q 356 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0093 ***********************************************************************
 AJ0093  DESIGNATION -  Q 357
 AJ0093  PID         -  AJ0093
 AJ0093  STATE/COUNTY-  TX/DUVAL
 AJ0093  USGS QUAD   -  ROSITA (1968)
 AJ0093
 AJ0093                         *CURRENT SURVEY CONTROL
 AJ0093  ___________________________________________________________________
 AJ0093* NAD 83(1986)-  27 47 00.     (N)    098 25 20.     (W)     SCALED    
 AJ0093* NAVD 88     -       134.859  (meters)     442.45   (feet)  POSTED    
 AJ0093  ___________________________________________________________________
 AJ0093  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ0093  DYNAMIC HT  -         134.650 (meters)     441.76  (feet)  COMP
 AJ0093  MODELED GRAV-     979,086.2   (mgal)                       NAVD 88
 AJ0093
 AJ0093  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0093
 AJ0093.The horizontal coordinates were scaled from a topographic map and have
 AJ0093.an estimated accuracy of +/- 6 seconds.
 AJ0093
 AJ0093.The orthometric height was determined by differential leveling
 AJ0093.and adjusted by the National Geodetic Survey in 1992..
 AJ0093.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0093.rate of 1.1 thru 2.0 mm/km.
 AJ0093
 AJ0093.The geoid height was determined by GEOID03.
 AJ0093
 AJ0093.The dynamic height is computed by dividing the NAVD 88
 AJ0093.geopotential number by the normal gravity value computed on the
 AJ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0093.degrees latitude (g = 980.6199 gals.).
 AJ0093
 AJ0093.The modeled gravity was interpolated from observed gravity values.
 AJ0093
 AJ0093;                    North         East    Units  Estimated Accuracy
 AJ0093;SPC TX S     - 5,234,520.      307,670.      MT  (+/- 180 meters Scaled)
 AJ0093
 AJ0093                          SUPERSEDED SURVEY CONTROL
 AJ0093
 AJ0093  NGVD 29 (??/??/92)  134.910  (m)          442.62   (f) ADJ UNCH    2 0
 AJ0093
 AJ0093.Superseded values are not recommended for survey control.
 AJ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0093.See file dsdata.txt to determine how the superseded data were derived.
 AJ0093
 AJ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR569733(NAD 83)
 AJ0093_MARKER: DB = BENCH MARK DISK
 AJ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0093_STAMPING: Q 357 1935
 AJ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0093+STABILITY: SURFACE MOTION
 AJ0093
 AJ0093  HISTORY     - Date     Condition        Report By
 AJ0093  HISTORY     - 1935     MONUMENTED       CGS
 AJ0093  HISTORY     - 1971     GOOD             LOCENG
 AJ0093
 AJ0093                          STATION DESCRIPTION
 AJ0093
 AJ0093'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 AJ0093'IN SAN DIEGO.
 AJ0093'MARK REACHED FROM COUNT HOUSE IN SAN DIEGO, DUVAC COUNTY BY STATE HWY.
 AJ0093'44 WEST ABOUT 11 MILES TO CROSSING OF GRADED CALICHE ROAD AND SIGN ON
 AJ0093'LEFT, ROSITA 2 MI. GO LEFT (SOUTH) 0.2 MI. TO T INTER SECTION. TURN
 AJ0093'LEFT AND GO 1.5 MI. TO CEMETERY AND MARK ON LEFT. MARK IS 3 FT. W. OF
 AJ0093'FENCE AND 6 FT. S.W. OF N.W. CORNER OF CEMETERY PROJECTING 8 IN. ABOVE
 AJ0093'GROUND.  SET IN TOP OF CONC. POST AND STAMPED Q 357 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0618 ***********************************************************************
 GK0618  DESIGNATION -  Q 358 RESET 1952
 GK0618  PID         -  GK0618
 GK0618  STATE/COUNTY-  TX/MOORE
 GK0618  USGS QUAD   -  SUNRAY (1972)
 GK0618
 GK0618                         *CURRENT SURVEY CONTROL
 GK0618  ___________________________________________________________________
 GK0618* NAD 83(1986)-  36 03 10.     (N)    101 49 44.     (W)     SCALED    
 GK0618* NAVD 88     -      1066.730  (meters)    3499.76   (feet)  ADJUSTED  
 GK0618  ___________________________________________________________________
 GK0618  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 GK0618  DYNAMIC HT  -        1065.526 (meters)    3495.81  (feet)  COMP
 GK0618  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 GK0618
 GK0618  VERT ORDER  -  SECOND    CLASS 0
 GK0618
 GK0618.The horizontal coordinates were scaled from a topographic map and have
 GK0618.an estimated accuracy of +/- 6 seconds.
 GK0618
 GK0618.The orthometric height was determined by differential leveling
 GK0618.and adjusted by the National Geodetic Survey in June 1991..
 GK0618
 GK0618.The geoid height was determined by GEOID03.
 GK0618
 GK0618.The dynamic height is computed by dividing the NAVD 88
 GK0618.geopotential number by the normal gravity value computed on the
 GK0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0618.degrees latitude (g = 980.6199 gals.).
 GK0618
 GK0618.The modeled gravity was interpolated from observed gravity values.
 GK0618
 GK0618;                    North         East    Units  Estimated Accuracy
 GK0618;SPC TX N     - 1,227,780.      170,370.      MT  (+/- 180 meters Scaled)
 GK0618
 GK0618                          SUPERSEDED SURVEY CONTROL
 GK0618
 GK0618  NGVD 29 (??/??/92) 1066.229  (m)         3498.12   (f) ADJ UNCH    2 0
 GK0618
 GK0618.Superseded values are not recommended for survey control.
 GK0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0618.See file dsdata.txt to determine how the superseded data were derived.
 GK0618
 GK0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE451935(NAD 83)
 GK0618_MARKER: DB = BENCH MARK DISK
 GK0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0618_STAMPING: Q 358 1943 RESET 1952
 GK0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0618+STABILITY: SURFACE MOTION
 GK0618
 GK0618  HISTORY     - Date     Condition        Report By
 GK0618  HISTORY     - 1952     MONUMENTED       CGS
 GK0618
 GK0618                          STATION DESCRIPTION
 GK0618
 GK0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0618'2.05 MI N FROM SUNRAY.
 GK0618'2.05 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0618'PACIFIC RAILROAD STATION AT SUNRAY, 0.5 MILE SOUTHEAST OF A FARMHOUSE,
 GK0618'48 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 14.6 FEET NORTH OF A
 GK0618'FENCE CORNER, 1.2 FEET EAST OF A FENCE, 3.6 FEET NORTH OF A WITNESS
 GK0618'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 GK0618'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0831 ***********************************************************************
 AY0831  DESIGNATION -  Q 36
 AY0831  PID         -  AY0831
 AY0831  STATE/COUNTY-  TX/ATASCOSA
 AY0831  USGS QUAD   -  LYTLE (1982)
 AY0831
 AY0831                         *CURRENT SURVEY CONTROL
 AY0831  ___________________________________________________________________
 AY0831* NAD 83(1986)-  29 14 50.     (N)    098 46 09.     (W)     SCALED    
 AY0831* NAVD 88     -       209.784  (meters)     688.27   (feet)  ADJUSTED  
 AY0831  ___________________________________________________________________
 AY0831  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AY0831  DYNAMIC HT  -         209.483 (meters)     687.28  (feet)  COMP
 AY0831  MODELED GRAV-     979,203.9   (mgal)                       NAVD 88
 AY0831
 AY0831  VERT ORDER  -  FIRST     CLASS II
 AY0831
 AY0831.The horizontal coordinates were scaled from a topographic map and have
 AY0831.an estimated accuracy of +/- 6 seconds.
 AY0831
 AY0831.The orthometric height was determined by differential leveling
 AY0831.and adjusted by the National Geodetic Survey in June 1991..
 AY0831
 AY0831.The geoid height was determined by GEOID03.
 AY0831
 AY0831.The dynamic height is computed by dividing the NAVD 88
 AY0831.geopotential number by the normal gravity value computed on the
 AY0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0831.degrees latitude (g = 980.6199 gals.).
 AY0831
 AY0831.The modeled gravity was interpolated from observed gravity values.
 AY0831
 AY0831;                    North         East    Units  Estimated Accuracy
 AY0831;SPC TXSC     - 4,156,720.      622,440.      MT  (+/- 180 meters Scaled)
 AY0831
 AY0831                          SUPERSEDED SURVEY CONTROL
 AY0831
 AY0831  NGVD 29 (??/??/92)  209.660  (m)          687.86   (f) ADJ UNCH    1 2
 AY0831
 AY0831.Superseded values are not recommended for survey control.
 AY0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0831.See file dsdata.txt to determine how the superseded data were derived.
 AY0831
 AY0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT224353(NAD 83)
 AY0831_MARKER: DB = BENCH MARK DISK
 AY0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0831_SP_SET: CULVERT
 AY0831_STAMPING: Q 36 ELEV 687.86 FT 1917
 AY0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0831
 AY0831  HISTORY     - Date     Condition        Report By
 AY0831  HISTORY     - 1917     MONUMENTED       CGS
 AY0831  HISTORY     - 1956     GOOD             NGS
 AY0831  HISTORY     - 20020129 GOOD             USPSQD
 AY0831
 AY0831                          STATION DESCRIPTION
 AY0831
 AY0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0831'2.0 MI NE FROM LYTLE.
 AY0831'2.0 MILES NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0831'RAILROAD FROM THE STATION AT LYTLE, 60 FEET SOUTHEAST OF THE SOUTHEAST
 AY0831'SIDE OF TRESTLE 280.0, 65 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 11.5
 AY0831'FEET NORTHWEST OF THE CENTER LINE OF AN OILED ROAD, SET IN THE TOP OF
 AY0831'THE CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 AY0831'ROAD.
 AY0831
 AY0831                          STATION RECOVERY (2002)
 AY0831
 AY0831'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0491 ***********************************************************************
 EN0491  DESIGNATION -  Q 362
 EN0491  PID         -  EN0491
 EN0491  STATE/COUNTY-  TX/ARMSTRONG
 EN0491  USGS QUAD   -  WAYSIDE (1984)
 EN0491
 EN0491                         *CURRENT SURVEY CONTROL
 EN0491  ___________________________________________________________________
 EN0491* NAD 83(1986)-  34 51 42.     (N)    101 31 33.     (W)     SCALED    
 EN0491* NAVD 88     -       789.154  (meters)    2589.08   (feet)  ADJUSTED  
 EN0491  ___________________________________________________________________
 EN0491  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EN0491  DYNAMIC HT  -         788.200 (meters)    2585.95  (feet)  COMP
 EN0491  MODELED GRAV-     979,401.3   (mgal)                       NAVD 88
 EN0491
 EN0491  VERT ORDER  -  SECOND    CLASS 0
 EN0491
 EN0491.The horizontal coordinates were scaled from a topographic map and have
 EN0491.an estimated accuracy of +/- 6 seconds.
 EN0491
 EN0491.The orthometric height was determined by differential leveling
 EN0491.and adjusted by the National Geodetic Survey in June 1991..
 EN0491
 EN0491.The geoid height was determined by GEOID03.
 EN0491
 EN0491.The dynamic height is computed by dividing the NAVD 88
 EN0491.geopotential number by the normal gravity value computed on the
 EN0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0491.degrees latitude (g = 980.6199 gals.).
 EN0491
 EN0491.The modeled gravity was interpolated from observed gravity values.
 EN0491
 EN0491;                    North         East    Units  Estimated Accuracy
 EN0491;SPC TX N     - 1,095,590.      197,640.      MT  (+/- 180 meters Scaled)
 EN0491
 EN0491                          SUPERSEDED SURVEY CONTROL
 EN0491
 EN0491  NGVD 29 (??/??/92)  788.699  (m)         2587.59   (f) ADJ UNCH    2 0
 EN0491
 EN0491.Superseded values are not recommended for survey control.
 EN0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0491.See file dsdata.txt to determine how the superseded data were derived.
 EN0491
 EN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD691606(NAD 83)
 EN0491_MARKER: DB = BENCH MARK DISK
 EN0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0491_SP_SET: TREE
 EN0491_STAMPING: Q 362 1943
 EN0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0491
 EN0491  HISTORY     - Date     Condition        Report By
 EN0491  HISTORY     - 1943     MONUMENTED       CGS
 EN0491
 EN0491                          STATION DESCRIPTION
 EN0491
 EN0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0491'30.8 MI SE FROM CANYON.
 EN0491'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0491'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 10.8 MILES EAST
 EN0491'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  1.8 MILES
 EN0491'EAST OF OLD HOME RANCH CAMP, 65 FEET SOUTHEAST OF BENCH MARK R 362
 EN0491'DESCRIBED BELOW, OPPOSITE THE EAST END OF A 35-FOOT RED BLUFF, 20
 EN0491'YARDS SOUTH OF THE SOUTH BANK OF THE RIVER, IN THE WEST SIDE OF THE
 EN0491'TRUNK OF A 20-INCH COTTONWOOD TREE, 2 FEET BELOW A TRIANGULAR BLAZE,
 EN0491'2.8 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED Q 362 1943 AND
 EN0491'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0269 ***********************************************************************
 FL0269  DESIGNATION -  Q 363
 FL0269  PID         -  FL0269
 FL0269  STATE/COUNTY-  TX/WHEELER
 FL0269  USGS QUAD   -  PAKAN (1976)
 FL0269
 FL0269                         *CURRENT SURVEY CONTROL
 FL0269  ___________________________________________________________________
 FL0269* NAD 83(1986)-  35 16 12.     (N)    100 24 51.     (W)     SCALED    
 FL0269* NAVD 88     -       807.783  (meters)    2650.20   (feet)  ADJUSTED  
 FL0269  ___________________________________________________________________
 FL0269  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL0269  DYNAMIC HT  -         806.936 (meters)    2647.42  (feet)  COMP
 FL0269  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 FL0269
 FL0269  VERT ORDER  -  SECOND    CLASS 0
 FL0269
 FL0269.The horizontal coordinates were scaled from a topographic map and have
 FL0269.an estimated accuracy of +/- 6 seconds.
 FL0269
 FL0269.The orthometric height was determined by differential leveling
 FL0269.and adjusted by the National Geodetic Survey in June 1991..
 FL0269
 FL0269.The geoid height was determined by GEOID03.
 FL0269
 FL0269.The dynamic height is computed by dividing the NAVD 88
 FL0269.geopotential number by the normal gravity value computed on the
 FL0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0269.degrees latitude (g = 980.6199 gals.).
 FL0269
 FL0269.The modeled gravity was interpolated from observed gravity values.
 FL0269
 FL0269;                    North         East    Units  Estimated Accuracy
 FL0269;SPC TX N     - 1,141,430.      298,790.      MT  (+/- 180 meters Scaled)
 FL0269
 FL0269                          SUPERSEDED SURVEY CONTROL
 FL0269
 FL0269  NGVD 29 (??/??/92)  807.482  (m)         2649.21   (f) ADJ UNCH    2 0
 FL0269
 FL0269.Superseded values are not recommended for survey control.
 FL0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0269.See file dsdata.txt to determine how the superseded data were derived.
 FL0269
 FL0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE713039(NAD 83)
 FL0269_MARKER: DB = BENCH MARK DISK
 FL0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0269_STAMPING: Q 363 1943
 FL0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0269+STABILITY: SURFACE MOTION
 FL0269
 FL0269  HISTORY     - Date     Condition        Report By
 FL0269  HISTORY     - 1943     MONUMENTED       CGS
 FL0269
 FL0269                          STATION DESCRIPTION
 FL0269
 FL0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0269'7.1 MI NW FROM LELA.
 FL0269'3.0 MILES NORTH AND 4.1 MILES WEST ALONG GRADED DIRT ROADS FROM THE
 FL0269'POST OFFICE AT LELA, WHEELER COUNTY, AT A ROAD INTERSECTION, 133 FEET
 FL0269'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 29 FEET NORTH OF
 FL0269'THE CENTERLINE OF THE EAST-AND-WEST ROAD, AT A SLIGHT ANGLE IN THE
 FL0269'RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST OF THE FENCE, AND 2 FEET
 FL0269'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q
 FL0269'363 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FL0269'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0239 ***********************************************************************
 CV0239  DESIGNATION -  Q 364
 CV0239  PID         -  CV0239
 CV0239  STATE/COUNTY-  TX/GAINES
 CV0239  USGS QUAD   -  DENVER CITY (1971)
 CV0239
 CV0239                         *CURRENT SURVEY CONTROL
 CV0239  ___________________________________________________________________
 CV0239* NAD 83(1986)-  32 57 31.     (N)    102 49 07.     (W)     SCALED    
 CV0239* NAVD 88     -      1079.913  (meters)    3543.01   (feet)  ADJUSTED  
 CV0239  ___________________________________________________________________
 CV0239  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 CV0239  DYNAMIC HT  -        1078.474 (meters)    3538.29  (feet)  COMP
 CV0239  MODELED GRAV-     979,266.9   (mgal)                       NAVD 88
 CV0239
 CV0239  VERT ORDER  -  SECOND    CLASS 0
 CV0239
 CV0239.The horizontal coordinates were scaled from a topographic map and have
 CV0239.an estimated accuracy of +/- 6 seconds.
 CV0239
 CV0239.The orthometric height was determined by differential leveling
 CV0239.and adjusted by the National Geodetic Survey in June 1991..
 CV0239
 CV0239.The geoid height was determined by GEOID03.
 CV0239
 CV0239.The dynamic height is computed by dividing the NAVD 88
 CV0239.geopotential number by the normal gravity value computed on the
 CV0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0239.degrees latitude (g = 980.6199 gals.).
 CV0239
 CV0239.The modeled gravity was interpolated from observed gravity values.
 CV0239
 CV0239;                    North         East    Units  Estimated Accuracy
 CV0239;SPC TXNC     - 2,151,560.      196,390.      MT  (+/- 180 meters Scaled)
 CV0239
 CV0239                          SUPERSEDED SURVEY CONTROL
 CV0239
 CV0239  NGVD 29 (??/??/92) 1079.553  (m)         3541.83   (f) ADJ UNCH    2 0
 CV0239
 CV0239.Superseded values are not recommended for survey control.
 CV0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0239.See file dsdata.txt to determine how the superseded data were derived.
 CV0239
 CV0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS038488(NAD 83)
 CV0239_MARKER: DB = BENCH MARK DISK
 CV0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0239_STAMPING: Q 364 1943
 CV0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0239+STABILITY: SURFACE MOTION
 CV0239
 CV0239  HISTORY     - Date     Condition        Report By
 CV0239  HISTORY     - 1943     MONUMENTED       CGS
 CV0239  HISTORY     - 1971     MARK NOT FOUND   USGS
 CV0239
 CV0239                          STATION DESCRIPTION
 CV0239
 CV0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0239'1.2 MI SE FROM DENVER CITY.
 CV0239'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 214 FROM THE POST OFFICE AT
 CV0239'DENVER CITY, YOAKUM COUNTY, AT THE GAINES-YOAKUM COUNTY LINE, 53 FEET
 CV0239'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH OF A WHITE
 CV0239'SECTION POST.  A STANDARD DISK, STAMPED Q 364 1943 AND SET IN THE TOP
 CV0239'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 CV0239
 CV0239                          STATION RECOVERY (1971)
 CV0239
 CV0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CV0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0161 ***********************************************************************
 DQ0161  DESIGNATION -  Q 365
 DQ0161  PID         -  DQ0161
 DQ0161  STATE/COUNTY-  TX/YOAKUM
 DQ0161  USGS QUAD   -  TOKIO NW (1970)
 DQ0161
 DQ0161                         *CURRENT SURVEY CONTROL
 DQ0161  ___________________________________________________________________
 DQ0161* NAD 83(1986)-  33 10 54.     (N)    102 40 37.     (W)     SCALED    
 DQ0161* NAVD 88     -      1093.108  (meters)    3586.31   (feet)  ADJUSTED  
 DQ0161  ___________________________________________________________________
 DQ0161  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DQ0161  DYNAMIC HT  -        1091.652 (meters)    3581.53  (feet)  COMP
 DQ0161  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 DQ0161
 DQ0161  VERT ORDER  -  SECOND    CLASS 0
 DQ0161
 DQ0161.The horizontal coordinates were scaled from a topographic map and have
 DQ0161.an estimated accuracy of +/- 6 seconds.
 DQ0161
 DQ0161.The orthometric height was determined by differential leveling
 DQ0161.and adjusted by the National Geodetic Survey in June 1991..
 DQ0161
 DQ0161.The geoid height was determined by GEOID03.
 DQ0161
 DQ0161.The dynamic height is computed by dividing the NAVD 88
 DQ0161.geopotential number by the normal gravity value computed on the
 DQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0161.degrees latitude (g = 980.6199 gals.).
 DQ0161
 DQ0161.The modeled gravity was interpolated from observed gravity values.
 DQ0161
 DQ0161;                    North         East    Units  Estimated Accuracy
 DQ0161;SPC TXNC     - 2,175,740.      210,600.      MT  (+/- 180 meters Scaled)
 DQ0161
 DQ0161                          SUPERSEDED SURVEY CONTROL
 DQ0161
 DQ0161  NGVD 29 (??/??/92) 1092.702  (m)         3584.97   (f) ADJ UNCH    2 0
 DQ0161
 DQ0161.Superseded values are not recommended for survey control.
 DQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0161.See file dsdata.txt to determine how the superseded data were derived.
 DQ0161
 DQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS165738(NAD 83)
 DQ0161_MARKER: DB = BENCH MARK DISK
 DQ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0161_STAMPING: Q 365 1943
 DQ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0161+STABILITY: SURFACE MOTION
 DQ0161
 DQ0161  HISTORY     - Date     Condition        Report By
 DQ0161  HISTORY     - 1943     MONUMENTED       CGS
 DQ0161  HISTORY     - 1971     MARK NOT FOUND   NGS
 DQ0161
 DQ0161                          STATION DESCRIPTION
 DQ0161
 DQ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0161'8.9 MI E FROM PLAINS.
 DQ0161'8.9 MILES EAST ALONG U. S. HIGHWAY 380 AND 62 FROM THE COURTHOUSE AT
 DQ0161'PLAINS, YOAKUM COUNTY, ACROSS THE HIGHWAY FROM A POWER TRANSMISSION
 DQ0161'LINE POLE, 63 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 DQ0161'NORTH OF A FENCE PARALLELING THE HIGHWAY, AND 2 FEET EAST OF A WHITE
 DQ0161'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 365 1943 AND SET IN
 DQ0161'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 DQ0161
 DQ0161                          STATION RECOVERY (1971)
 DQ0161
 DQ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DQ0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0143 ***********************************************************************
 DQ0143  DESIGNATION -  Q 366
 DQ0143  PID         -  DQ0143
 DQ0143  STATE/COUNTY-  TX/COCHRAN
 DQ0143  USGS QUAD   -  WEST OF SUNDOWN (1965)
 DQ0143
 DQ0143                         *CURRENT SURVEY CONTROL
 DQ0143  ___________________________________________________________________
 DQ0143* NAD 83(1986)-  33 27 58.     (N)    102 36 43.     (W)     SCALED    
 DQ0143* NAVD 88     -      1110.011  (meters)    3641.76   (feet)  ADJUSTED  
 DQ0143  ___________________________________________________________________
 DQ0143  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 DQ0143  DYNAMIC HT  -        1108.555 (meters)    3636.98  (feet)  COMP
 DQ0143  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 DQ0143
 DQ0143  VERT ORDER  -  SECOND    CLASS 0
 DQ0143
 DQ0143.The horizontal coordinates were scaled from a topographic map and have
 DQ0143.an estimated accuracy of +/- 6 seconds.
 DQ0143
 DQ0143.The orthometric height was determined by differential leveling
 DQ0143.and adjusted by the National Geodetic Survey in June 1991..
 DQ0143
 DQ0143.The geoid height was determined by GEOID03.
 DQ0143
 DQ0143.The dynamic height is computed by dividing the NAVD 88
 DQ0143.geopotential number by the normal gravity value computed on the
 DQ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0143.degrees latitude (g = 980.6199 gals.).
 DQ0143
 DQ0143.The modeled gravity was interpolated from observed gravity values.
 DQ0143
 DQ0143;                    North         East    Units  Estimated Accuracy
 DQ0143;SPC TXNC     - 2,207,020.      217,900.      MT  (+/- 180 meters Scaled)
 DQ0143
 DQ0143                          SUPERSEDED SURVEY CONTROL
 DQ0143
 DQ0143  NGVD 29 (??/??/92) 1109.615  (m)         3640.46   (f) ADJ UNCH    2 0
 DQ0143
 DQ0143.Superseded values are not recommended for survey control.
 DQ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0143.See file dsdata.txt to determine how the superseded data were derived.
 DQ0143
 DQ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT219055(NAD 83)
 DQ0143_MARKER: DB = BENCH MARK DISK
 DQ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0143_STAMPING: Q 366 1943
 DQ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0143+STABILITY: SURFACE MOTION
 DQ0143
 DQ0143  HISTORY     - Date     Condition        Report By
 DQ0143  HISTORY     - 1943     MONUMENTED       CGS
 DQ0143  HISTORY     - 1965     MARK NOT FOUND   USGS
 DQ0143
 DQ0143                          STATION DESCRIPTION
 DQ0143
 DQ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0143'9.1 MI S FROM WHITEFACE.
 DQ0143'THIS MARK IS ABOUT 9.1 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0143'RAILWAY STATION AT WHITEFACE, COCHRAN COUNTY, SET AT THE T JUNCTION OF
 DQ0143'A ROAD RUNNING WEST, 37.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 DQ0143'RUNNING WEST, 51.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 DQ0143'EAST OF A FENCE RUNNING PARALLEL WITH THE ROAD, PROJECTING ABOUT
 DQ0143'3-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
 DQ0143
 DQ0143                          STATION RECOVERY (1965)
 DQ0143
 DQ0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DQ0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0076 ***********************************************************************
 GL0076  DESIGNATION -  Q 369
 GL0076  PID         -  GL0076
 GL0076  STATE/COUNTY-  TX/MOORE
 GL0076  USGS QUAD   -  EXUM (1965)
 GL0076
 GL0076                         *CURRENT SURVEY CONTROL
 GL0076  ___________________________________________________________________
 GL0076* NAD 83(1986)-  36 01 32.     (N)    102 07 43.     (W)     SCALED    
 GL0076* NAVD 88     -      1142.719  (meters)    3749.07   (feet)  ADJUSTED  
 GL0076  ___________________________________________________________________
 GL0076  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 GL0076  DYNAMIC HT  -        1141.408 (meters)    3744.77  (feet)  COMP
 GL0076  MODELED GRAV-     979,445.9   (mgal)                       NAVD 88
 GL0076
 GL0076  VERT ORDER  -  SECOND    CLASS 0
 GL0076
 GL0076.The horizontal coordinates were scaled from a topographic map and have
 GL0076.an estimated accuracy of +/- 6 seconds.
 GL0076
 GL0076.The orthometric height was determined by differential leveling
 GL0076.and adjusted by the National Geodetic Survey in June 1991..
 GL0076.WARNING-Repeat measurements at this control monument indicate possible
 GL0076.vertical movement.
 GL0076
 GL0076.The geoid height was determined by GEOID03.
 GL0076
 GL0076.The dynamic height is computed by dividing the NAVD 88
 GL0076.geopotential number by the normal gravity value computed on the
 GL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0076.degrees latitude (g = 980.6199 gals.).
 GL0076
 GL0076.The modeled gravity was interpolated from observed gravity values.
 GL0076
 GL0076;                    North         East    Units  Estimated Accuracy
 GL0076;SPC TX N     - 1,224,890.      143,340.      MT  (+/- 180 meters Scaled)
 GL0076
 GL0076                          SUPERSEDED SURVEY CONTROL
 GL0076
 GL0076  NGVD 29 (??/??/92) 1142.17   (m)         3747.3    (f) COMPUTED    2 0
 GL0076
 GL0076.Superseded values are not recommended for survey control.
 GL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0076.See file dsdata.txt to determine how the superseded data were derived.
 GL0076
 GL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV587905(NAD 83)
 GL0076_MARKER: DB = BENCH MARK DISK
 GL0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0076_STAMPING: Q 369 1943
 GL0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0076+STABILITY: SURFACE MOTION
 GL0076
 GL0076  HISTORY     - Date     Condition        Report By
 GL0076  HISTORY     - 1943     MONUMENTED       CGS
 GL0076  HISTORY     - 1952     GOOD             NGS
 GL0076
 GL0076                          STATION DESCRIPTION
 GL0076
 GL0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0076'7.0 MI W FROM ETTER.
 GL0076'7.0 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0076'ETTER.  SET BY MILE POST NUMBER 37.  75.6 FEET NORTH OF THE MILE POST,
 GL0076'33.1 FEET NORTH OF NORTH RAIL OF TRACK, ABOUT 12 1/3 RAILS WEST OF A
 GL0076'WHISTLE POST, 12.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET
 GL0076'SOUTH OF THE REFERENCE POST.
 GL0076
 GL0076                          STATION RECOVERY (1952)
 GL0076
 GL0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0084 ***********************************************************************
 FM0084  DESIGNATION -  Q 370
 FM0084  PID         -  FM0084
 FM0084  STATE/COUNTY-  TX/HARTLEY
 FM0084  USGS QUAD   -  HARTLEY (1973)
 FM0084
 FM0084                         *CURRENT SURVEY CONTROL
 FM0084  ___________________________________________________________________
 FM0084* NAD 83(1986)-  35 56 08.     (N)    102 24 24.     (W)     SCALED    
 FM0084* NAVD 88     -      1196.563  (meters)    3925.72   (feet)  ADJUSTED  
 FM0084  ___________________________________________________________________
 FM0084  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 FM0084  DYNAMIC HT  -        1195.162 (meters)    3921.13  (feet)  COMP
 FM0084  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 FM0084
 FM0084  VERT ORDER  -  SECOND    CLASS 0
 FM0084
 FM0084.The horizontal coordinates were scaled from a topographic map and have
 FM0084.an estimated accuracy of +/- 6 seconds.
 FM0084
 FM0084.The orthometric height was determined by differential leveling
 FM0084.and adjusted by the National Geodetic Survey in June 1991..
 FM0084
 FM0084.The geoid height was determined by GEOID03.
 FM0084
 FM0084.The dynamic height is computed by dividing the NAVD 88
 FM0084.geopotential number by the normal gravity value computed on the
 FM0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0084.degrees latitude (g = 980.6199 gals.).
 FM0084
 FM0084.The modeled gravity was interpolated from observed gravity values.
 FM0084
 FM0084;                    North         East    Units  Estimated Accuracy
 FM0084;SPC TX N     - 1,215,100.      118,190.      MT  (+/- 180 meters Scaled)
 FM0084
 FM0084                          SUPERSEDED SURVEY CONTROL
 FM0084
 FM0084  NGVD 29 (??/??/92) 1195.993  (m)         3923.85   (f) ADJ UNCH    2 0
 FM0084
 FM0084.Superseded values are not recommended for survey control.
 FM0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0084.See file dsdata.txt to determine how the superseded data were derived.
 FM0084
 FM0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV339799(NAD 83)
 FM0084_MARKER: DB = BENCH MARK DISK
 FM0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0084_STAMPING: Q 370 1943
 FM0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0084+STABILITY: SURFACE MOTION
 FM0084
 FM0084  HISTORY     - Date     Condition        Report By
 FM0084  HISTORY     - 1943     MONUMENTED       CGS
 FM0084  HISTORY     - 1973     MARK NOT FOUND   USGS
 FM0084
 FM0084                          STATION DESCRIPTION
 FM0084
 FM0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0084'3.5 MI N FROM HARTLEY.
 FM0084'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY NUMBER 54, THENCE, 2.3 MILES
 FM0084'NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT HARTLEY.  SET IN THE
 FM0084'NORTHWEST QUARTER OF A ROAD CROSSING.  123 FEET NORTH OF THE
 FM0084'CENTER-LINE OF THE EAST AND WEST ROAD, 35 FEET WEST OF THE CENTER-LINE
 FM0084'OF THE NORTH AND SOUTH ROAD, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 FM0084'1.0 FOOT EAST OF THE REFERENCE POST.
 FM0084
 FM0084                          STATION RECOVERY (1973)
 FM0084
 FM0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1488 ***********************************************************************
 FL1488  DESIGNATION -  Q 371
 FL1488  PID         -  FL1488
 FL1488  STATE/COUNTY-  TX/MOORE
 FL1488  USGS QUAD   -  DUMAS NORTH (1965)
 FL1488
 FL1488                         *CURRENT SURVEY CONTROL
 FL1488  ___________________________________________________________________
 FL1488* NAD 83(1986)-  35 52 59.     (N)    101 58 51.     (W)     SCALED    
 FL1488* NAVD 88     -      1116.629  (meters)    3663.47   (feet)  ADJUSTED  
 FL1488  ___________________________________________________________________
 FL1488  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL1488  DYNAMIC HT  -        1115.335 (meters)    3659.23  (feet)  COMP
 FL1488  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 FL1488
 FL1488  VERT ORDER  -  SECOND    CLASS 0
 FL1488
 FL1488.The horizontal coordinates were scaled from a topographic map and have
 FL1488.an estimated accuracy of +/- 6 seconds.
 FL1488
 FL1488.The orthometric height was determined by differential leveling
 FL1488.and adjusted by the National Geodetic Survey in June 1991..
 FL1488
 FL1488.The geoid height was determined by GEOID03.
 FL1488
 FL1488.The dynamic height is computed by dividing the NAVD 88
 FL1488.geopotential number by the normal gravity value computed on the
 FL1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1488.degrees latitude (g = 980.6199 gals.).
 FL1488
 FL1488.The modeled gravity was interpolated from observed gravity values.
 FL1488
 FL1488;                    North         East    Units  Estimated Accuracy
 FL1488;SPC TX N     - 1,209,010.      156,590.      MT  (+/- 180 meters Scaled)
 FL1488
 FL1488                          SUPERSEDED SURVEY CONTROL
 FL1488
 FL1488  NGVD 29 (??/??/92) 1116.074  (m)         3661.65   (f) ADJ UNCH    2 0
 FL1488
 FL1488.Superseded values are not recommended for survey control.
 FL1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1488.See file dsdata.txt to determine how the superseded data were derived.
 FL1488
 FL1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE309750(NAD 83)
 FL1488_MARKER: DB = BENCH MARK DISK
 FL1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1488_STAMPING: Q 371 1943
 FL1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1488+STABILITY: SURFACE MOTION
 FL1488
 FL1488  HISTORY     - Date     Condition        Report By
 FL1488  HISTORY     - 1943     MONUMENTED       CGS
 FL1488
 FL1488                          STATION DESCRIPTION
 FL1488
 FL1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1488'1.5 MI N FROM DUMAS.
 FL1488'1.5 MILES NORTH ALONG THE SANTA FE RAILROAD FROM THE STATION AT DUMAS.
 FL1488'SET ABOUT 5 POLES SOUTH OF MILE POST NUMBER 54.  51 FEET WEST OF THE
 FL1488'WEST RAIL OF THE MAIN TRACK, 12.5 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 FL1488'9.0 FEET EAST OF A POLE, 2 FEET EAST OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0505 ***********************************************************************
 GK0505  DESIGNATION -  Q 373
 GK0505  PID         -  GK0505
 GK0505  STATE/COUNTY-  TX/SHERMAN
 GK0505  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0505
 GK0505                         *CURRENT SURVEY CONTROL
 GK0505  ___________________________________________________________________
 GK0505* NAD 83(1986)-  36 10 59.     (N)    101 52 56.     (W)     SCALED    
 GK0505* NAVD 88     -      1073.412  (meters)    3521.69   (feet)  ADJUSTED  
 GK0505  ___________________________________________________________________
 GK0505  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 GK0505  DYNAMIC HT  -        1072.214 (meters)    3517.76  (feet)  COMP
 GK0505  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 GK0505
 GK0505  VERT ORDER  -  SECOND    CLASS 0
 GK0505
 GK0505.The horizontal coordinates were scaled from a topographic map and have
 GK0505.an estimated accuracy of +/- 6 seconds.
 GK0505
 GK0505.The orthometric height was determined by differential leveling
 GK0505.and adjusted by the National Geodetic Survey in June 1991..
 GK0505
 GK0505.The geoid height was determined by GEOID03.
 GK0505
 GK0505.The dynamic height is computed by dividing the NAVD 88
 GK0505.geopotential number by the normal gravity value computed on the
 GK0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0505.degrees latitude (g = 980.6199 gals.).
 GK0505
 GK0505.The modeled gravity was interpolated from observed gravity values.
 GK0505
 GK0505;                    North         East    Units  Estimated Accuracy
 GK0505;SPC TX N     - 1,242,260.      165,620.      MT  (+/- 180 meters Scaled)
 GK0505
 GK0505                          SUPERSEDED SURVEY CONTROL
 GK0505
 GK0505  NGVD 29 (??/??/92) 1072.922  (m)         3520.08   (f) ADJ UNCH    2 0
 GK0505
 GK0505.Superseded values are not recommended for survey control.
 GK0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0505.See file dsdata.txt to determine how the superseded data were derived.
 GK0505
 GK0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF408081(NAD 83)
 GK0505_MARKER: DB = BENCH MARK DISK
 GK0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0505_STAMPING: Q 373 1943
 GK0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0505+STABILITY: SURFACE MOTION
 GK0505
 GK0505  HISTORY     - Date     Condition        Report By
 GK0505  HISTORY     - 1943     MONUMENTED       CGS
 GK0505  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0505
 GK0505                          STATION DESCRIPTION
 GK0505
 GK0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0505'27.5 MI SE FROM STRATFORD.
 GK0505'THIS MARK IS ABOUT 14.0 MILES SOUTHEAST AND 10.2 MILES SOUTH AND 3.3
 GK0505'MILES WEST FROM THE CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION AT
 GK0505'STRATFORD, SHERMAN COUNTY, SET IN THE SOUTHEAST ANGLE OF THE
 GK0505'INTERSECTION OF THE ROAD AND A NORTH-SOUTH CROSS ROAD, 2.0 FEET SOUTH
 GK0505'OF A EAST-WEST FENCE, 56.0 FEET EAST OF THE CENTER LINE OF THE
 GK0505'NORTH-SOUTH CROSS ROAD, 52.0 FEET SOUTH OF THE CENTER LINE OF THE
 GK0505'ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A
 GK0505'WHITE REFERENCE POST.
 GK0505
 GK0505                          STATION RECOVERY (1965)
 GK0505
 GK0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0207 ***********************************************************************
 GL0207  DESIGNATION -  Q 375
 GL0207  PID         -  GL0207
 GL0207  STATE/COUNTY-  TX/SHERMAN
 GL0207  USGS QUAD   -  CONLEN (1965)
 GL0207
 GL0207                         *CURRENT SURVEY CONTROL
 GL0207  ___________________________________________________________________
 GL0207* NAD 83(1986)-  36 13 34.     (N)    102 10 11.     (W)     SCALED    
 GL0207* NAVD 88     -      1146.899  (meters)    3762.78   (feet)  ADJUSTED  
 GL0207  ___________________________________________________________________
 GL0207  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 GL0207  DYNAMIC HT  -        1145.612 (meters)    3758.56  (feet)  COMP
 GL0207  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 GL0207
 GL0207  VERT ORDER  -  SECOND    CLASS 0
 GL0207
 GL0207.The horizontal coordinates were scaled from a topographic map and have
 GL0207.an estimated accuracy of +/- 6 seconds.
 GL0207
 GL0207.The orthometric height was determined by differential leveling
 GL0207.and adjusted by the National Geodetic Survey in June 1991..
 GL0207
 GL0207.The geoid height was determined by GEOID03.
 GL0207
 GL0207.The dynamic height is computed by dividing the NAVD 88
 GL0207.geopotential number by the normal gravity value computed on the
 GL0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0207.degrees latitude (g = 980.6199 gals.).
 GL0207
 GL0207.The modeled gravity was interpolated from observed gravity values.
 GL0207
 GL0207;                    North         East    Units  Estimated Accuracy
 GL0207;SPC TX N     - 1,247,170.      139,790.      MT  (+/- 180 meters Scaled)
 GL0207
 GL0207                          SUPERSEDED SURVEY CONTROL
 GL0207
 GL0207.No superseded survey control is available for this station.
 GL0207
 GL0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA543127(NAD 83)
 GL0207_MARKER: DB = BENCH MARK DISK
 GL0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0207_STAMPING: Q 375 1943
 GL0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0207+STABILITY: SURFACE MOTION
 GL0207
 GL0207  HISTORY     - Date     Condition        Report By
 GL0207  HISTORY     - 1943     MONUMENTED       CGS
 GL0207  HISTORY     - 1952     GOOD             NGS
 GL0207
 GL0207                          STATION DESCRIPTION
 GL0207
 GL0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0207'4.5 MI E FROM CONLEN.
 GL0207'0.5 MILE SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S. HIGHWAY
 GL0207'54 AT CONLEN, THENCE 4.0 MILES EAST ALONG A GRADED DIRT ROAD, IN THE
 GL0207'NORTHEAST CORNER OF A PASTURE, 160 FEET EAST OF THE EAST END OF A
 GL0207'CATTLE GUARD, 32 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 GL0207'ROAD, 55 FEET WEST OF A FENCE LEADING SOUTH, 1.0 FOOT SOUTH OF A
 GL0207'FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0207'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0449 ***********************************************************************
 FM0449  DESIGNATION -  Q 376
 FM0449  PID         -  FM0449
 FM0449  STATE/COUNTY-  TX/HARTLEY
 FM0449  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0449
 FM0449                         *CURRENT SURVEY CONTROL
 FM0449  ___________________________________________________________________
 FM0449* NAD 83(1986)-  35 42 04.     (N)    102 41 14.     (W)     SCALED    
 FM0449* NAVD 88     -      1186.050  (meters)    3891.23   (feet)  ADJUSTED  
 FM0449  ___________________________________________________________________
 FM0449  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 FM0449  DYNAMIC HT  -        1184.662 (meters)    3886.68  (feet)  COMP
 FM0449  MODELED GRAV-     979,422.8   (mgal)                       NAVD 88
 FM0449
 FM0449  VERT ORDER  -  SECOND    CLASS 0
 FM0449
 FM0449.The horizontal coordinates were scaled from a topographic map and have
 FM0449.an estimated accuracy of +/- 6 seconds.
 FM0449
 FM0449.The orthometric height was determined by differential leveling
 FM0449.and adjusted by the National Geodetic Survey in June 1991..
 FM0449
 FM0449.The geoid height was determined by GEOID03.
 FM0449
 FM0449.The dynamic height is computed by dividing the NAVD 88
 FM0449.geopotential number by the normal gravity value computed on the
 FM0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0449.degrees latitude (g = 980.6199 gals.).
 FM0449
 FM0449.The modeled gravity was interpolated from observed gravity values.
 FM0449
 FM0449;                    North         East    Units  Estimated Accuracy
 FM0449;SPC TX N     - 1,189,360.       92,560.      MT  (+/- 180 meters Scaled)
 FM0449
 FM0449                          SUPERSEDED SURVEY CONTROL
 FM0449
 FM0449  NGVD 29 (??/??/92) 1185.531  (m)         3889.53   (f) ADJ UNCH    2 0
 FM0449
 FM0449.Superseded values are not recommended for survey control.
 FM0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0449.See file dsdata.txt to determine how the superseded data were derived.
 FM0449
 FM0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV092532(NAD 83)
 FM0449_MARKER: DB = BENCH MARK DISK
 FM0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0449_STAMPING: Q 376 1943
 FM0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0449+STABILITY: SURFACE MOTION
 FM0449
 FM0449  HISTORY     - Date     Condition        Report By
 FM0449  HISTORY     - 1943     MONUMENTED       CGS
 FM0449  HISTORY     - 1971     GOOD             USGS
 FM0449
 FM0449                          STATION DESCRIPTION
 FM0449
 FM0449'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0449'17.2 MI E FROM ROMERO.
 FM0449'TO REACH MARK FROM ROMERO, HARTLEY COUNTY, GO NE FOR 1.2 MI. ON US HWY
 FM0449'54 TO JUNCTION OF TEXAS FM 767.  THENCE SE ALONG FM 767 FOR 5.1 MI. TO
 FM0449'JUNCTION OF FM 767 AND OLD ABANDONED GRADED ROAD.  TAKE OLD GRADED
 FM0449'ROAD AND CONTINUE FOR 9.2 MI.  MARK IS AT INTERSECTION OF A TRAIL
 FM0449'LEADING SOUTH, 31 FEET SOUTH OF CENTER LINE OF OLD ROAD, 25 FEET WEST
 FM0449'OF TRAIL AND OLD ROAD INTERSECTION.  A STANDARD DISK, STAMPED Q 376
 FM0449'1943 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1365 ***********************************************************************
 FL1365  DESIGNATION -  Q 377
 FL1365  PID         -  FL1365
 FL1365  STATE/COUNTY-  TX/MOORE
 FL1365  USGS QUAD   -  SPENCER DRAW (1969)
 FL1365
 FL1365                         *CURRENT SURVEY CONTROL
 FL1365  ___________________________________________________________________
 FL1365* NAD 83(1986)-  35 41 22.     (N)    101 50 14.     (W)     SCALED    
 FL1365* NAVD 88     -      1055.830  (meters)    3464.00   (feet)  ADJUSTED  
 FL1365  ___________________________________________________________________
 FL1365  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 FL1365  DYNAMIC HT  -        1054.606 (meters)    3459.99  (feet)  COMP
 FL1365  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 FL1365
 FL1365  VERT ORDER  -  SECOND    CLASS 0
 FL1365
 FL1365.The horizontal coordinates were scaled from a topographic map and have
 FL1365.an estimated accuracy of +/- 6 seconds.
 FL1365
 FL1365.The orthometric height was determined by differential leveling
 FL1365.and adjusted by the National Geodetic Survey in June 1991..
 FL1365
 FL1365.The geoid height was determined by GEOID03.
 FL1365
 FL1365.The dynamic height is computed by dividing the NAVD 88
 FL1365.geopotential number by the normal gravity value computed on the
 FL1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1365.degrees latitude (g = 980.6199 gals.).
 FL1365
 FL1365.The modeled gravity was interpolated from observed gravity values.
 FL1365
 FL1365;                    North         East    Units  Estimated Accuracy
 FL1365;SPC TX N     - 1,187,480.      169,480.      MT  (+/- 180 meters Scaled)
 FL1365
 FL1365                          SUPERSEDED SURVEY CONTROL
 FL1365
 FL1365  NGVD 29 (??/??/92) 1055.294  (m)         3462.24   (f) ADJ UNCH    2 0
 FL1365
 FL1365.Superseded values are not recommended for survey control.
 FL1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1365.See file dsdata.txt to determine how the superseded data were derived.
 FL1365
 FL1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE432532(NAD 83)
 FL1365_MARKER: DB = BENCH MARK DISK
 FL1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1365_STAMPING: Q 377 1943
 FL1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1365+STABILITY: SURFACE MOTION
 FL1365
 FL1365  HISTORY     - Date     Condition        Report By
 FL1365  HISTORY     - 1943     MONUMENTED       CGS
 FL1365
 FL1365                          STATION DESCRIPTION
 FL1365
 FL1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1365'19.3 MI SE FROM DUMAS.
 FL1365'THIS MARK IS ABOUT 12.0 MILES SOUTH ALONG U.S. HIGHWAY 287 AND 7.3
 FL1365'MILES EAST ALONG A GRADED ROAD FROM THE COURT HOUSE AT DUMAS, MOORE
 FL1365'COUNTY, 0.5 MILE WEST OF A CATTLE GUARD, SET WHERE A
 FL1365'NORTHEAST-SOUTHWEST TELEPHONE LINE CROSSES THE ROAD, 55.0 FEET
 FL1365'NORTHEAST OF A TELEPHONE POLE, 43.0 FEET SOUTH OF THE CENTER LINE OF
 FL1365'THE ROAD, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET NORTH
 FL1365'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0300 ***********************************************************************
 FL0300  DESIGNATION -  Q 378
 FL0300  PID         -  FL0300
 FL0300  STATE/COUNTY-  TX/GRAY
 FL0300  USGS QUAD   -  MC LEAN (1978)
 FL0300
 FL0300                         *CURRENT SURVEY CONTROL
 FL0300  ___________________________________________________________________
 FL0300* NAD 83(1986)-  35 13 46.     (N)    100 35 36.     (W)     SCALED    
 FL0300* NAVD 88     -       866.831  (meters)    2843.93   (feet)  ADJUSTED  
 FL0300  ___________________________________________________________________
 FL0300  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL0300  DYNAMIC HT  -         865.886 (meters)    2840.83  (feet)  COMP
 FL0300  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 FL0300
 FL0300  VERT ORDER  -  FIRST     CLASS II
 FL0300
 FL0300.The horizontal coordinates were scaled from a topographic map and have
 FL0300.an estimated accuracy of +/- 6 seconds.
 FL0300
 FL0300.The orthometric height was determined by differential leveling
 FL0300.and adjusted by the National Geodetic Survey in June 1991..
 FL0300
 FL0300.The geoid height was determined by GEOID03.
 FL0300
 FL0300.The dynamic height is computed by dividing the NAVD 88
 FL0300.geopotential number by the normal gravity value computed on the
 FL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0300.degrees latitude (g = 980.6199 gals.).
 FL0300
 FL0300.The modeled gravity was interpolated from observed gravity values.
 FL0300
 FL0300;                    North         East    Units  Estimated Accuracy
 FL0300;SPC TX N     - 1,136,770.      282,530.      MT  (+/- 180 meters Scaled)
 FL0300
 FL0300                          SUPERSEDED SURVEY CONTROL
 FL0300
 FL0300  NGVD 29 (??/??/92)  866.481  (m)         2842.78   (f) ADJ UNCH    1 2
 FL0300
 FL0300.Superseded values are not recommended for survey control.
 FL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0300.See file dsdata.txt to determine how the superseded data were derived.
 FL0300
 FL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD550996(NAD 83)
 FL0300_MARKER: DB = BENCH MARK DISK
 FL0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0300_SP_SET: CULVERT
 FL0300_STAMPING: Q 378 1943
 FL0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0300
 FL0300  HISTORY     - Date     Condition        Report By
 FL0300  HISTORY     - 1943     MONUMENTED       CGS
 FL0300  HISTORY     - 1953     GOOD             NGS
 FL0300
 FL0300                          STATION DESCRIPTION
 FL0300
 FL0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0300'0.45 MI E FROM MCLEAN.
 FL0300'0.45 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0300'FROM THE STATION AT MCLEAN, 6 1/2 POLES EAST OF MILEPOST 687, 12.5
 FL0300'FEET NORTH OF THE NORTH RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET
 FL0300'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE
 FL0300'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0660 ***********************************************************************
 GK0660  DESIGNATION -  Q 380
 GK0660  PID         -  GK0660
 GK0660  STATE/COUNTY-  TX/HUTCHINSON
 GK0660  USGS QUAD   -  CAPPS SWITCH SE (1974)
 GK0660
 GK0660                         *CURRENT SURVEY CONTROL
 GK0660  ___________________________________________________________________
 GK0660* NAD 83(1986)-  36 02 16.     (N)    101 35 44.     (W)     SCALED    
 GK0660* NAVD 88     -      1008.519  (meters)    3308.78   (feet)  ADJUSTED  
 GK0660  ___________________________________________________________________
 GK0660  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 GK0660  DYNAMIC HT  -        1007.394 (meters)    3305.09  (feet)  COMP
 GK0660  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 GK0660
 GK0660  VERT ORDER  -  SECOND    CLASS 0
 GK0660
 GK0660.The horizontal coordinates were scaled from a topographic map and have
 GK0660.an estimated accuracy of +/- 6 seconds.
 GK0660
 GK0660.The orthometric height was determined by differential leveling
 GK0660.and adjusted by the National Geodetic Survey in June 1991..
 GK0660
 GK0660.The geoid height was determined by GEOID03.
 GK0660
 GK0660.The dynamic height is computed by dividing the NAVD 88
 GK0660.geopotential number by the normal gravity value computed on the
 GK0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0660.degrees latitude (g = 980.6199 gals.).
 GK0660
 GK0660.The modeled gravity was interpolated from observed gravity values.
 GK0660
 GK0660;                    North         East    Units  Estimated Accuracy
 GK0660;SPC TX N     - 1,226,070.      191,390.      MT  (+/- 180 meters Scaled)
 GK0660
 GK0660                          SUPERSEDED SURVEY CONTROL
 GK0660
 GK0660  NGVD 29 (??/??/92) 1008.038  (m)         3307.20   (f) ADJ UNCH    2 0
 GK0660
 GK0660.Superseded values are not recommended for survey control.
 GK0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0660.See file dsdata.txt to determine how the superseded data were derived.
 GK0660
 GK0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE661912(NAD 83)
 GK0660_MARKER: DB = BENCH MARK DISK
 GK0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0660_STAMPING: Q 380
 GK0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0660+STABILITY: SURFACE MOTION
 GK0660
 GK0660  HISTORY     - Date     Condition        Report By
 GK0660  HISTORY     - UNK      MONUMENTED       CGS
 GK0660  HISTORY     - 1943     GOOD             NGS
 GK0660
 GK0660                          STATION DESCRIPTION
 GK0660
 GK0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0660'7.0 MI W FROM MORSE.
 GK0660'THIS MARK IS ABOUT 7.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0660'GULF RAILWAY FROM THE RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY,
 GK0660'177.0 FEET WEST OF THE WEST END OF BRIDGE 69, 32.0 FEET SOUTH OF
 GK0660'MILEPOST 7, 2.0 FEET NORTH OF A EAST-WEST FENCE, 70.0 FEET SOUTH OF
 GK0660'THE SOUTH RAIL, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND.  STAMPED Q
 GK0660'380.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0335 ***********************************************************************
 CA0335  DESIGNATION -  Q 381
 CA0335  PID         -  CA0335
 CA0335  STATE/COUNTY-  TX/BROWN
 CA0335  USGS QUAD   -  OWENS (1978)
 CA0335
 CA0335                         *CURRENT SURVEY CONTROL
 CA0335  ___________________________________________________________________
 CA0335* NAD 83(1986)-  31 47 35.     (N)    098 59 32.     (W)     SCALED    
 CA0335* NAVD 88     -       413.161  (meters)    1355.51   (feet)  ADJUSTED  
 CA0335  ___________________________________________________________________
 CA0335  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CA0335  DYNAMIC HT  -         412.623 (meters)    1353.75  (feet)  COMP
 CA0335  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 CA0335
 CA0335  VERT ORDER  -  SECOND    CLASS 0
 CA0335
 CA0335.The horizontal coordinates were scaled from a topographic map and have
 CA0335.an estimated accuracy of +/- 6 seconds.
 CA0335
 CA0335.The orthometric height was determined by differential leveling
 CA0335.and adjusted by the National Geodetic Survey in June 1991..
 CA0335
 CA0335.The geoid height was determined by GEOID03.
 CA0335
 CA0335.The dynamic height is computed by dividing the NAVD 88
 CA0335.geopotential number by the normal gravity value computed on the
 CA0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0335.degrees latitude (g = 980.6199 gals.).
 CA0335
 CA0335.The modeled gravity was interpolated from observed gravity values.
 CA0335
 CA0335;                    North         East    Units  Estimated Accuracy
 CA0335;SPC TX C     - 3,236,500.      827,000.      MT  (+/- 180 meters Scaled)
 CA0335
 CA0335                          SUPERSEDED SURVEY CONTROL
 CA0335
 CA0335  NGVD 29 (??/??/92)  413.074  (m)         1355.23   (f) ADJ UNCH    2 0
 CA0335
 CA0335.Superseded values are not recommended for survey control.
 CA0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0335.See file dsdata.txt to determine how the superseded data were derived.
 CA0335
 CA0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA007174(NAD 83)
 CA0335_MARKER: DB = BENCH MARK DISK
 CA0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0335_SP_SET: CULVERT
 CA0335_STAMPING: Q 381 1943
 CA0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0335
 CA0335  HISTORY     - Date     Condition        Report By
 CA0335  HISTORY     - 1943     MONUMENTED       CGS
 CA0335  HISTORY     - 1954     GOOD             NGS
 CA0335
 CA0335                          STATION DESCRIPTION
 CA0335
 CA0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0335'4.7 MI N FROM BROWNWOOD.
 CA0335'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF 279
 CA0335'WITH U. S. HIGHWAYS 67 AND 84, THENCE 4.1 MILES NORTH ALONG A
 CA0335'BITUMINOUS SURFACED ROAD, AT A CONCRETE BRIDGE.  A DISK, SET IN THE
 CA0335'TOP OF THE NORTHWEST WING WALL, AND 12 1/2 FEET WEST OF THE CENTER
 CA0335'LINE OF THE ROAD.
 CA0335
 CA0335                          STATION RECOVERY (1954)
 CA0335
 CA0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CA0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0336 ***********************************************************************
 CA0336  DESIGNATION -  Q 381 RESET 1954
 CA0336  PID         -  CA0336
 CA0336  STATE/COUNTY-  TX/BROWN
 CA0336  USGS QUAD   -  OWENS (1978)
 CA0336
 CA0336                         *CURRENT SURVEY CONTROL
 CA0336  ___________________________________________________________________
 CA0336* NAD 83(1986)-  31 47 35.     (N)    098 59 33.     (W)     SCALED    
 CA0336* NAVD 88     -       413.55   (meters)    1356.8    (feet)  RESET     
 CA0336  ___________________________________________________________________
 CA0336  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CA0336
 CA0336  VERT ORDER  -  THIRD
 CA0336
 CA0336.The horizontal coordinates were scaled from a topographic map and have
 CA0336.an estimated accuracy of +/- 6 seconds.
 CA0336
 CA0336.The orthometric height was computed from unverified reset data.
 CA0336
 CA0336.The geoid height was determined by GEOID03.
 CA0336
 CA0336;                    North         East    Units  Estimated Accuracy
 CA0336;SPC TX C     - 3,236,500.      826,980.      MT  (+/- 180 meters Scaled)
 CA0336
 CA0336                          SUPERSEDED SURVEY CONTROL
 CA0336
 CA0336.No superseded survey control is available for this station.
 CA0336
 CA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA007174(NAD 83)
 CA0336_MARKER: DB = BENCH MARK DISK
 CA0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0336_SP_SET: MONUMENT
 CA0336_STAMPING: Q 381 RESET 1954
 CA0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0336
 CA0336  HISTORY     - Date     Condition        Report By
 CA0336  HISTORY     - 1954     MONUMENTED       CGS
 CA0336
 CA0336                          STATION DESCRIPTION
 CA0336
 CA0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CA0336'4.7 MI N FROM BROWNWOOD.
 CA0336'0.6 MILE NORTHWEST ALONG STATE HIGHWAY NO. 279 FROM THE JUNCTION OF
 CA0336'U.S. HIGHWAYS 67 AND 84 AT BROWNWOOD, BROWN COUNTY, THEN NORTH ALONG
 CA0336'F.M. HIGHWAY 2025, 4.1 MILES, ABOUT 100 FEET NORTH OF A CREEK AND A
 CA0336'BRIDGE, 30 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 8 FEET NORTHEAST
 CA0336'OF A 24 INCH OAK AND 8 FEET SOUTH EAST OF A 14 INCH OAK, NEAR THE EDGE
 CA0336'OF THE WOODED AREA.  A STANDARD DISK STAMPED Q 381 RESET 1954 AND SET
 CA0336'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0503 ***********************************************************************
 CA0503  DESIGNATION -  Q 383
 CA0503  PID         -  CA0503
 CA0503  STATE/COUNTY-  TX/BROWN
 CA0503  USGS QUAD   -  BYRDS (1987)
 CA0503
 CA0503                         *CURRENT SURVEY CONTROL
 CA0503  ___________________________________________________________________
 CA0503* NAD 83(1986)-  31 55 23.     (N)    099 01 25.     (W)     SCALED    
 CA0503* NAVD 88     -       451.970  (meters)    1482.84   (feet)  ADJUSTED  
 CA0503  ___________________________________________________________________
 CA0503  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CA0503  DYNAMIC HT  -         451.382 (meters)    1480.91  (feet)  COMP
 CA0503  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 CA0503
 CA0503  VERT ORDER  -  SECOND    CLASS 0
 CA0503
 CA0503.The horizontal coordinates were scaled from a topographic map and have
 CA0503.an estimated accuracy of +/- 6 seconds.
 CA0503
 CA0503.The orthometric height was determined by differential leveling
 CA0503.and adjusted by the National Geodetic Survey in June 1991..
 CA0503
 CA0503.The geoid height was determined by GEOID03.
 CA0503
 CA0503.The dynamic height is computed by dividing the NAVD 88
 CA0503.geopotential number by the normal gravity value computed on the
 CA0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0503.degrees latitude (g = 980.6199 gals.).
 CA0503
 CA0503.The modeled gravity was interpolated from observed gravity values.
 CA0503
 CA0503;                    North         East    Units  Estimated Accuracy
 CA0503;SPC TX C     - 3,250,870.      823,860.      MT  (+/- 180 meters Scaled)
 CA0503
 CA0503                          SUPERSEDED SURVEY CONTROL
 CA0503
 CA0503  NGVD 29 (??/??/92)  451.865  (m)         1482.49   (f) ADJ UNCH    2 0
 CA0503
 CA0503.Superseded values are not recommended for survey control.
 CA0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0503.See file dsdata.txt to determine how the superseded data were derived.
 CA0503
 CA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA977319(NAD 83)
 CA0503_MARKER: DB = BENCH MARK DISK
 CA0503_SETTING: 66 = SET IN ROCK OUTCROP
 CA0503_SP_SET: ROCK OUTCROP
 CA0503_STAMPING: Q 383 1943
 CA0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0503+STABILITY: POSITION/ELEVATION WELL
 CA0503
 CA0503  HISTORY     - Date     Condition        Report By
 CA0503  HISTORY     - 1943     MONUMENTED       CGS
 CA0503  HISTORY     - 1969     GOOD             USGS
 CA0503
 CA0503                          STATION DESCRIPTION
 CA0503
 CA0503'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CA0503'2.3 MI SE FROM BYRD.
 CA0503'BYRD STORE AND CEMETERY, 0.7 MI. NORTH TO A T-RD. EAST, THEN EAST ON
 CA0503'STATE FARM ROAD 2273 FOR 1.3 MI. TO A DEEP CUT, OPPOSITE THE WEST END
 CA0503'OF THE CUT ON THE NORTH SIDE, 50 FT. SOUTH OF THE ROAD CENTER-LINE, 5
 CA0503'FT. NORTH OF THE SOUTH ROW FENCE, IN OUTCROPPING ROCK, STD. DISK
 CA0503'STAMPED Q 383 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2235 ***********************************************************************
 CS2235  DESIGNATION -  Q 384
 CS2235  PID         -  CS2235
 CS2235  STATE/COUNTY-  TX/SOMERVELL
 CS2235  USGS QUAD   -  NEMO (1979)
 CS2235
 CS2235                         *CURRENT SURVEY CONTROL
 CS2235  ___________________________________________________________________
 CS2235* NAD 83(1986)-  32 15 05.     (N)    097 41 09.     (W)     SCALED    
 CS2235* NAVD 88     -       201.707  (meters)     661.77   (feet)  ADJUSTED  
 CS2235  ___________________________________________________________________
 CS2235  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS2235  DYNAMIC HT  -         201.461 (meters)     660.96  (feet)  COMP
 CS2235  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 CS2235
 CS2235  VERT ORDER  -  SECOND    CLASS 0
 CS2235
 CS2235.The horizontal coordinates were scaled from a topographic map and have
 CS2235.an estimated accuracy of +/- 6 seconds.
 CS2235
 CS2235.The orthometric height was determined by differential leveling
 CS2235.and adjusted by the National Geodetic Survey in June 1991..
 CS2235
 CS2235.The geoid height was determined by GEOID03.
 CS2235
 CS2235.The dynamic height is computed by dividing the NAVD 88
 CS2235.geopotential number by the normal gravity value computed on the
 CS2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2235.degrees latitude (g = 980.6199 gals.).
 CS2235
 CS2235.The modeled gravity was interpolated from observed gravity values.
 CS2235
 CS2235;                    North         East    Units  Estimated Accuracy
 CS2235;SPC TXNC     - 2,065,140.      676,720.      MT  (+/- 180 meters Scaled)
 CS2235
 CS2235                          SUPERSEDED SURVEY CONTROL
 CS2235
 CS2235  NGVD 29 (??/??/92)  201.676  (m)          661.67   (f) ADJ UNCH    2 0
 CS2235
 CS2235.Superseded values are not recommended for survey control.
 CS2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2235.See file dsdata.txt to determine how the superseded data were derived.
 CS2235
 CS2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA237690(NAD 83)
 CS2235_MARKER: DB = BENCH MARK DISK
 CS2235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2235_SP_SET: BRIDGE
 CS2235_STAMPING: Q 384 1943 661.665
 CS2235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2235
 CS2235  HISTORY     - Date     Condition        Report By
 CS2235  HISTORY     - 1943     MONUMENTED       CGS
 CS2235  HISTORY     - 1952     GOOD             NGS
 CS2235  HISTORY     - 19990828 GOOD             USPSQD
 CS2235  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2235
 CS2235                          STATION DESCRIPTION
 CS2235
 CS2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2235'5.3 MI NE FROM GLEN ROSE.
 CS2235'IT IS ALONG STATE ROAD NO. 200 LEADING FROM GLEN ROSE TO NEMO, 01.1
 CS2235'MILES SOUTHEAST OF THE BRAZOS RIVER BRIDGE ON ROAD 200, IN THE SOUTH
 CS2235'WINGWALL, AT THE WEST END OF A SMALL CONCRETE BRIDGE AND IS ON THE
 CS2235'OUTSIDE OF A CURVE ON A GRADE.  IT IS ABOUT 5 FEET BELOW THE LEVEL OF
 CS2235'THE HIGHWAY.  NOTE-- TO REACH FROM GLEN ROSE.  GO NORTH EAST ON
 CS2235'HIGHWAY 67, 03.9 MILES.  THEN TURN RIGHT AND GO SOUTHEAST ON HIGHWAY
 CS2235'NO. 200, 0.4 MILE TO THE BRAZOS RIVER BRIDGE.  CONTINUE 01.1 MILES TO
 CS2235'THE MARK ON THE RIGHT.
 CS2235
 CS2235                          STATION RECOVERY (1999)
 CS2235
 CS2235'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2235'RECOVERED IN GOOD CONDITION.
 CS2235
 CS2235                          STATION RECOVERY (2004)
 CS2235
 CS2235'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS2235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0519 ***********************************************************************
 CS0519  DESIGNATION -  Q 386
 CS0519  PID         -  CS0519
 CS0519  STATE/COUNTY-  TX/NAVARRO
 CS0519  USGS QUAD   -  CHATFIELD (1961)
 CS0519
 CS0519                         *CURRENT SURVEY CONTROL
 CS0519  ___________________________________________________________________
 CS0519* NAD 83(1986)-  32 13 54.     (N)    096 22 48.     (W)     SCALED    
 CS0519* NAVD 88     -       104.184  (meters)     341.81   (feet)  ADJUSTED  
 CS0519  ___________________________________________________________________
 CS0519  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0519  DYNAMIC HT  -         104.064 (meters)     341.42  (feet)  COMP
 CS0519  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 CS0519
 CS0519  VERT ORDER  -  SECOND    CLASS 0
 CS0519
 CS0519.The horizontal coordinates were scaled from a topographic map and have
 CS0519.an estimated accuracy of +/- 6 seconds.
 CS0519
 CS0519.The orthometric height was determined by differential leveling
 CS0519.and adjusted by the National Geodetic Survey in June 1991..
 CS0519
 CS0519.The geoid height was determined by GEOID03.
 CS0519
 CS0519.The dynamic height is computed by dividing the NAVD 88
 CS0519.geopotential number by the normal gravity value computed on the
 CS0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0519.degrees latitude (g = 980.6199 gals.).
 CS0519
 CS0519.The modeled gravity was interpolated from observed gravity values.
 CS0519
 CS0519;                    North         East    Units  Estimated Accuracy
 CS0519;SPC TXNC     - 2,064,670.      799,800.      MT  (+/- 180 meters Scaled)
 CS0519
 CS0519                          SUPERSEDED SURVEY CONTROL
 CS0519
 CS0519  NGVD 29 (??/??/92)  104.187  (m)          341.82   (f) ADJ UNCH    2 0
 CS0519
 CS0519.Superseded values are not recommended for survey control.
 CS0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0519.See file dsdata.txt to determine how the superseded data were derived.
 CS0519
 CS0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA468691(NAD 83)
 CS0519_MARKER: DB = BENCH MARK DISK
 CS0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0519_STAMPING: Q 386 1946
 CS0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0519+STABILITY: SURFACE MOTION
 CS0519
 CS0519  HISTORY     - Date     Condition        Report By
 CS0519  HISTORY     - 1946     MONUMENTED       CGS
 CS0519  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0519
 CS0519                          STATION DESCRIPTION
 CS0519
 CS0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0519'2.15 MI SE FROM CHATFIELD.
 CS0519'TO REACH FROM THE CHATFIELD METHODIST CHURCH AT CHATFIELD, PROCEED 1.7
 CS0519'MILE EAST AND 0.45 MILE SOUTHEAST ALONG COUNTY DIRT ROADS, BENCH MARK
 CS0519'IS 0.15 MILE NORTHWEST OF THE TOP OF A PROMINENT KNOLL, 240.0 FEET
 CS0519'SOUTHEAST OF R E A CO-OP POLE 7/110, 125.0 FEET SOUTHEAST OF THE
 CS0519'SOUTHEAST END OF THE MOST SOUTHEASTERLY BRIDGE OF TWO WOODEN BRIDGES,
 CS0519'AT A FENCE CORNER, 24.0 FEET NORTHEAST OF THE CENTER OF THE ROAD, 12.5
 CS0519'FEET SOUTHEAST OF A FENCE CORNER POST, 2.0 FEET NORTHWEST OF A
 CS0519'REFERENCE POST, SET IN A CONCRETE POST ABOUT 1 FOOT BELOW THE ROAD AND
 CS0519'PROJECTING 0.3 FOOT.
 CS0519
 CS0519                          STATION RECOVERY (1961)
 CS0519
 CS0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0423 ***********************************************************************
 CS0423  DESIGNATION -  Q 387
 CS0423  PID         -  CS0423
 CS0423  STATE/COUNTY-  TX/HENDERSON
 CS0423  USGS QUAD   -  STYX (1962)
 CS0423
 CS0423                         *CURRENT SURVEY CONTROL
 CS0423  ___________________________________________________________________
 CS0423* NAD 83(1986)-  32 19 45.     (N)    096 18 40.     (W)     SCALED    
 CS0423* NAVD 88     -       111.694  (meters)     366.45   (feet)  ADJUSTED  
 CS0423  ___________________________________________________________________
 CS0423  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0423  DYNAMIC HT  -         111.567 (meters)     366.03  (feet)  COMP
 CS0423  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 CS0423
 CS0423  VERT ORDER  -  SECOND    CLASS 0
 CS0423
 CS0423.The horizontal coordinates were scaled from a topographic map and have
 CS0423.an estimated accuracy of +/- 6 seconds.
 CS0423
 CS0423.The orthometric height was determined by differential leveling
 CS0423.and adjusted by the National Geodetic Survey in June 1991..
 CS0423
 CS0423.The geoid height was determined by GEOID03.
 CS0423
 CS0423.The dynamic height is computed by dividing the NAVD 88
 CS0423.geopotential number by the normal gravity value computed on the
 CS0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0423.degrees latitude (g = 980.6199 gals.).
 CS0423
 CS0423.The modeled gravity was interpolated from observed gravity values.
 CS0423
 CS0423;                    North         East    Units  Estimated Accuracy
 CS0423;SPC TXNC     - 2,075,610.      806,070.      MT  (+/- 180 meters Scaled)
 CS0423
 CS0423                          SUPERSEDED SURVEY CONTROL
 CS0423
 CS0423  NGVD 29 (??/??/92)  111.702  (m)          366.48   (f) ADJ UNCH    2 0
 CS0423
 CS0423.Superseded values are not recommended for survey control.
 CS0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0423.See file dsdata.txt to determine how the superseded data were derived.
 CS0423
 CS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA531801(NAD 83)
 CS0423_MARKER: DB = BENCH MARK DISK
 CS0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0423_STAMPING: Q 387 1946
 CS0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0423+STABILITY: SURFACE MOTION
 CS0423
 CS0423  HISTORY     - Date     Condition        Report By
 CS0423  HISTORY     - 1946     MONUMENTED       CGS
 CS0423  HISTORY     - 1953     GOOD             NGS
 CS0423
 CS0423                          STATION DESCRIPTION
 CS0423
 CS0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0423'3.5 MI SE FROM STYX.
 CS0423'BENCH MARK IS LOCATED 2.2 MILES SOUTH THENCE 0.75 MILE EAST THENCE
 CS0423'0.15 MILE SOUTH THENCE 0.4 MILE EAST FROM STYX, 30 FEET NORTH OF THE
 CS0423'CENTER OF THE ROAD, 24 FEET SOUTH OF TWO LARGE OAK TREES, 450 FEET
 CS0423'NORTH OF A HOUSE, 3 FEET WEST OF A 4X4 INCH WHITE WITNESS POST.  MARK
 CS0423'PROJECTS ABOUT 4 INCHES.
 CS0423
 CS0423                          STATION RECOVERY (1953)
 CS0423
 CS0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CS0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0490 ***********************************************************************
 BZ0490  DESIGNATION -  Q 388
 BZ0490  PID         -  BZ0490
 BZ0490  STATE/COUNTY-  TX/MADISON
 BZ0490  USGS QUAD   -  NORMANGEE (1982)
 BZ0490
 BZ0490                         *CURRENT SURVEY CONTROL
 BZ0490  ___________________________________________________________________
 BZ0490* NAD 83(1986)-  31 03 30.     (N)    096 03 40.     (W)     SCALED    
 BZ0490* NAVD 88     -       107.83   (+/-2cm)     353.8    (feet)  VERTCON   
 BZ0490  ___________________________________________________________________
 BZ0490  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BZ0490
 BZ0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0490
 BZ0490.The horizontal coordinates were scaled from a topographic map and have
 BZ0490.an estimated accuracy of +/- 6 seconds.
 BZ0490
 BZ0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0490.The vertical order pertains to the NGVD 29 superseded value.
 BZ0490
 BZ0490.The geoid height was determined by GEOID03.
 BZ0490
 BZ0490;                    North         East    Units  Estimated Accuracy
 BZ0490;SPC TX C     - 3,162,100.    1,107,620.      MT  (+/- 180 meters Scaled)
 BZ0490
 BZ0490                          SUPERSEDED SURVEY CONTROL
 BZ0490
 BZ0490  NGVD 29 (??/??/92)  107.811  (m)          353.71   (f) ADJ UNCH    2 0
 BZ0490
 BZ0490.Superseded values are not recommended for survey control.
 BZ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0490.See file dsdata.txt to determine how the superseded data were derived.
 BZ0490
 BZ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV804397(NAD 83)
 BZ0490_MARKER: DB = BENCH MARK DISK
 BZ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0490_STAMPING: Q 388 1947
 BZ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0490+STABILITY: SURFACE MOTION
 BZ0490
 BZ0490  HISTORY     - Date     Condition        Report By
 BZ0490  HISTORY     - 1947     MONUMENTED       CGS
 BZ0490
 BZ0490                          STATION DESCRIPTION
 BZ0490
 BZ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0490'3.9 MI NE FROM NORMANGEE.
 BZ0490'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BZ0490'GO EAST 0.3 MILE ALONG A GRAVLED ROAD, THENCE NORTHEAST 3.6 MILES
 BZ0490'ALONG STATE OSR HIGHWAY TO SITE OF MARK, BENCH MARK IS 70.5 FEET
 BZ0490'SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 32.0
 BZ0490'FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 21.0 FEET
 BZ0490'SOUTHWEST OF THE SOUTHWEST END OF A BOARD GATE, 1.5 FEET NORTHWEST OF
 BZ0490'A FENCE AND 1.5 FEET NORTHEAST OF A 4 X 4 IN. MARKER POST. A BRONZE
 BZ0490'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BZ0490'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1905 ***********************************************************************
 BY1905  DESIGNATION -  Q 389
 BY1905  PID         -  BY1905
 BY1905  STATE/COUNTY-  TX/LEON
 BY1905  USGS QUAD   -  ELWOOD (1972)
 BY1905
 BY1905                         *CURRENT SURVEY CONTROL
 BY1905  ___________________________________________________________________
 BY1905* NAD 83(1986)-  31 07 09.     (N)    095 49 54.     (W)     SCALED    
 BY1905* NAVD 88     -        88.57   (+/-2cm)     290.6    (feet)  VERTCON   
 BY1905  ___________________________________________________________________
 BY1905  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1905
 BY1905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1905
 BY1905.The horizontal coordinates were scaled from a topographic map and have
 BY1905.an estimated accuracy of +/- 6 seconds.
 BY1905
 BY1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1905.The vertical order pertains to the NGVD 29 superseded value.
 BY1905
 BY1905.The geoid height was determined by GEOID03.
 BY1905
 BY1905;                    North         East    Units  Estimated Accuracy
 BY1905;SPC TX C     - 3,169,700.    1,129,230.      MT  (+/- 180 meters Scaled)
 BY1905
 BY1905                          SUPERSEDED SURVEY CONTROL
 BY1905
 BY1905  NGVD 29 (??/??/92)   88.566  (m)          290.57   (f) ADJ UNCH    2 0
 BY1905
 BY1905.Superseded values are not recommended for survey control.
 BY1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1905.See file dsdata.txt to determine how the superseded data were derived.
 BY1905
 BY1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ299462(NAD 83)
 BY1905_MARKER: DB = BENCH MARK DISK
 BY1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1905_STAMPING: Q 389 1947
 BY1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1905+STABILITY: SURFACE MOTION
 BY1905
 BY1905  HISTORY     - Date     Condition        Report By
 BY1905  HISTORY     - 1947     MONUMENTED       CGS
 BY1905  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1905
 BY1905                          STATION DESCRIPTION
 BY1905
 BY1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1905'5.8 MI S FROM MIDDLETON.
 BY1905'TO REACH FROM THE POST OFFICE AT MIDDLETON GO SOUTH 4.5 MILES ALONG A
 BY1905'GRADED DIRT ROAD, THENCE SOUTHEASTERLY 1.3 MILES ALONG A GRADED DIRT
 BY1905'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 69 YARDS NORTHWEST OF A
 BY1905'THIRTYSIX INCH OAK TREE AND THE CENTER LINE OF A ROAD LEADING
 BY1905'SOUTHWEST, 33.0 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY1905'OF THE ROAD, 3.6 FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF A
 BY1905'FENCE AND 1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY1905'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1
 BY1905'INCH ABOVE GROUND.  NOTE-- A NEW FARM TO MARKET ROAD IS NOW BUILT OVER
 BY1905'THE POINT THAT THE DESCRIPTION INDICATED THE BENCH MARK TO BE LOCATED.
 BY1905
 BY1905                          STATION RECOVERY (1964)
 BY1905
 BY1905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0115 ***********************************************************************
 AB0115  DESIGNATION -  Q 39
 AB0115  PID         -  AB0115
 AB0115  STATE/COUNTY-  TX/CAMERON
 AB0115  USGS QUAD   -  SOUTHMOST (1955)
 AB0115
 AB0115                         *CURRENT SURVEY CONTROL
 AB0115  ___________________________________________________________________
 AB0115* NAD 83(1986)-  25 51 57.     (N)    097 26 02.     (W)     SCALED    
 AB0115* NAVD 88     -         9.672  (meters)      31.73   (feet)  ADJUSTED  
 AB0115  ___________________________________________________________________
 AB0115  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AB0115  DYNAMIC HT  -           9.656 (meters)      31.68  (feet)  COMP
 AB0115  MODELED GRAV-     979,030.3   (mgal)                       NAVD 88
 AB0115
 AB0115  VERT ORDER  -  SECOND    CLASS 0
 AB0115
 AB0115.The horizontal coordinates were scaled from a topographic map and have
 AB0115.an estimated accuracy of +/- 6 seconds.
 AB0115
 AB0115.The orthometric height was determined by differential leveling
 AB0115.and adjusted by the National Geodetic Survey in June 1991..
 AB0115
 AB0115.The geoid height was determined by GEOID03.
 AB0115
 AB0115.The dynamic height is computed by dividing the NAVD 88
 AB0115.geopotential number by the normal gravity value computed on the
 AB0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0115.degrees latitude (g = 980.6199 gals.).
 AB0115
 AB0115.The modeled gravity was interpolated from observed gravity values.
 AB0115
 AB0115;                    North         East    Units  Estimated Accuracy
 AB0115;SPC TX S     - 5,022,520.      406,870.      MT  (+/- 180 meters Scaled)
 AB0115
 AB0115                          SUPERSEDED SURVEY CONTROL
 AB0115
 AB0115  NGVD 29 (??/??/92)    9.763  (m)           32.03   (f) ADJ UNCH    2 0
 AB0115
 AB0115.Superseded values are not recommended for survey control.
 AB0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0115.See file dsdata.txt to determine how the superseded data were derived.
 AB0115
 AB0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP569617(NAD 83)
 AB0115_MARKER: DD = SURVEY DISK
 AB0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0115_SP_SET: SYPHON
 AB0115_STAMPING: Q 39 31.87
 AB0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0115
 AB0115  HISTORY     - Date     Condition        Report By
 AB0115  HISTORY     - UNK      MONUMENTED
 AB0115  HISTORY     - 1950     GOOD             NGS
 AB0115
 AB0115                          STATION DESCRIPTION
 AB0115
 AB0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0115'6.2 MI SE FROM BROWNSVILLE.
 AB0115'FROM THE N. END OF THE GATEWAY BRIDGE IN BROWNSVILLE, GO NE. ON STATE
 AB0115'HIGHWAY 4 (E 14TH STREET) FOR 1.4 MILES TO INTERSECTION OF SOUTHMOST
 AB0115'ROAD, TURN SE. (RIGHT) ON SOUTHMOST ROAD AND GO 4.8 MILES TO CONCRETE
 AB0115'SYPHON AND SITE OF MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER
 AB0115'OF THE TOP OF THE NORTH HEADWALL OF THE SYPHON, 16 FT. N. OF AND 4.0
 AB0115'FT. ABOVE THE CENTERLINE OF THE ROAD.  IT IS A CAMERON COUNTY DISK,
 AB0115'SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1053 ***********************************************************************
 AJ1053  DESIGNATION -  Q 39
 AJ1053  PID         -  AJ1053
 AJ1053  STATE/COUNTY-  TX/WEBB
 AJ1053  USGS QUAD   -  ISLA MESTENO (1979)
 AJ1053
 AJ1053                         *CURRENT SURVEY CONTROL
 AJ1053  ___________________________________________________________________
 AJ1053* NAD 83(1986)-  27 30 00.     (N)    099 30 27.     (W)     SCALED    
 AJ1053* NAVD 88     -       120.156  (meters)     394.21   (feet)  POSTED    
 AJ1053  ___________________________________________________________________
 AJ1053  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1053  DYNAMIC HT  -         119.970 (meters)     393.60  (feet)  COMP
 AJ1053  MODELED GRAV-     979,069.0   (mgal)                       NAVD 88
 AJ1053
 AJ1053  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ1053
 AJ1053.The horizontal coordinates were scaled from a topographic map and have
 AJ1053.an estimated accuracy of +/- 6 seconds.
 AJ1053
 AJ1053.The orthometric height was determined by differential leveling
 AJ1053.and adjusted by the National Geodetic Survey in 1992..
 AJ1053.No vertical observational check was made to the station.
 AJ1053.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ1053.was located on a no-check spur therefore a value was not computed.
 AJ1053
 AJ1053.The geoid height was determined by GEOID03.
 AJ1053
 AJ1053.The dynamic height is computed by dividing the NAVD 88
 AJ1053.geopotential number by the normal gravity value computed on the
 AJ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1053.degrees latitude (g = 980.6199 gals.).
 AJ1053
 AJ1053.The modeled gravity was interpolated from observed gravity values.
 AJ1053
 AJ1053;                    North         East    Units  Estimated Accuracy
 AJ1053;SPC TX S     - 5,203,520.      200,460.      MT  (+/- 180 meters Scaled)
 AJ1053
 AJ1053                          SUPERSEDED SURVEY CONTROL
 AJ1053
 AJ1053  NGVD 29 (??/??/92)  120.17   (m)          394.3    (f) COMPUTED    1 2
 AJ1053
 AJ1053.Superseded values are not recommended for survey control.
 AJ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1053.See file dsdata.txt to determine how the superseded data were derived.
 AJ1053
 AJ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR498419(NAD 83)
 AJ1053_MARKER: DB = BENCH MARK DISK
 AJ1053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ1053_SP_SET: BUILDING
 AJ1053_STAMPING: Q 39 1917
 AJ1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1053
 AJ1053  HISTORY     - Date     Condition        Report By
 AJ1053  HISTORY     - 1917     MONUMENTED       CGS
 AJ1053  HISTORY     - 1927     MARK NOT FOUND   NGS
 AJ1053
 AJ1053                          STATION DESCRIPTION
 AJ1053
 AJ1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AJ1053'IN LAREDO.
 AJ1053'AT LAREDO, WEBB COUNTY, ON THE UNITED STATES SIDE OF THE INTERNATIONAL
 AJ1053'WAGON AND FOOT BRIDGE ACROSS THE RIO GRANDE, AT THE BUILDING USED BY
 AJ1053'THE UNITED STATES IMMIGRATION SERVICE, IN THE BRICK WALL SUPPORTING
 AJ1053'THE WOODEN BUILDING, AND ABOUT 2 FEET ABOVE THE SIDEWALK. A STANDARD
 AJ1053'DISK STAMPED Q 39 1917.  NOTE-- IMPROVEMENTS TO THE BRIDGE WERE MADE
 AJ1053'IN 1920.
 AJ1053
 AJ1053                          STATION RECOVERY (1927)
 AJ1053
 AJ1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1927
 AJ1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1054 ***********************************************************************
 AJ1054  DESIGNATION -  Q 39 RESET 1955
 AJ1054  PID         -  AJ1054
 AJ1054  STATE/COUNTY-  TX/WEBB
 AJ1054  USGS QUAD   -  LAREDO WEST (1980)
 AJ1054
 AJ1054                         *CURRENT SURVEY CONTROL
 AJ1054  ___________________________________________________________________
 AJ1054* NAD 83(1986)-  27 30 01.     (N)    099 30 28.     (W)     SCALED    
 AJ1054* NAVD 88     -       121.074  (meters)     397.22   (feet)  ADJUSTED  
 AJ1054  ___________________________________________________________________
 AJ1054  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1054  DYNAMIC HT  -         120.882 (meters)     396.59  (feet)  COMP
 AJ1054  MODELED GRAV-     979,063.8   (mgal)                       NAVD 88
 AJ1054
 AJ1054  VERT ORDER  -  FIRST     CLASS II
 AJ1054
 AJ1054.The horizontal coordinates were scaled from a topographic map and have
 AJ1054.an estimated accuracy of +/- 6 seconds.
 AJ1054
 AJ1054.The orthometric height was determined by differential leveling
 AJ1054.and adjusted by the National Geodetic Survey in June 1991..
 AJ1054.WARNING-Repeat measurements at this control monument indicate possible
 AJ1054.vertical movement.
 AJ1054
 AJ1054.The geoid height was determined by GEOID03.
 AJ1054
 AJ1054.The dynamic height is computed by dividing the NAVD 88
 AJ1054.geopotential number by the normal gravity value computed on the
 AJ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1054.degrees latitude (g = 980.6199 gals.).
 AJ1054
 AJ1054.The modeled gravity was interpolated from observed gravity values.
 AJ1054
 AJ1054;                    North         East    Units  Estimated Accuracy
 AJ1054;SPC TX S     - 5,203,550.      200,430.      MT  (+/- 180 meters Scaled)
 AJ1054
 AJ1054                          SUPERSEDED SURVEY CONTROL
 AJ1054
 AJ1054  NGVD 29 (??/??/92)  121.096  (m)          397.30   (f) ADJ UNCH    1 2
 AJ1054
 AJ1054.Superseded values are not recommended for survey control.
 AJ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1054.See file dsdata.txt to determine how the superseded data were derived.
 AJ1054
 AJ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR498419(NAD 83)
 AJ1054_MARKER: DB = BENCH MARK DISK
 AJ1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ1054_SP_SET: BRIDGE
 AJ1054_STAMPING: Q 39 RESET 1955
 AJ1054_MARK LOGO: CGS   
 AJ1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1054+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AJ1054
 AJ1054  HISTORY     - Date     Condition        Report By
 AJ1054  HISTORY     - 1955     MONUMENTED       CGS
 AJ1054  HISTORY     - 1957     GOOD             NGS
 AJ1054  HISTORY     - 1981     GOOD             NGS
 AJ1054  HISTORY     - 20020530 GOOD             USPSQD
 AJ1054
 AJ1054                          STATION DESCRIPTION
 AJ1054
 AJ1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1054'IN LAREDO.
 AJ1054'AT LAREDO, AT THE NORTH END OF THE INTERNATIONAL BRIDGE OVER THE RIO
 AJ1054'GRANDE RIVER, 34 FEET WEST OF THE CENTER LINE OF THE BRIDGE, 2.9 FEET
 AJ1054'ABOVE THE SIDEWALK, SET VERTICALLY IN THE NORTH SIDE OF THE CONCRETE
 AJ1054'WINGWALL.
 AJ1054
 AJ1054                          STATION RECOVERY (1981)
 AJ1054
 AJ1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1054'RECOVERED THIS DATE, NOTE, CANNOT SHOOT DIRECTLY INTO DISK, MUST LEVEL
 AJ1054'TO DISK AT A SLIGHT ANGLE.
 AJ1054
 AJ1054                          STATION RECOVERY (2002)
 AJ1054
 AJ1054'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0445 ***********************************************************************
 CS0445  DESIGNATION -  Q 390
 CS0445  PID         -  CS0445
 CS0445  STATE/COUNTY-  TX/HENDERSON
 CS0445  USGS QUAD   -  KERENS (1981)
 CS0445
 CS0445                         *CURRENT SURVEY CONTROL
 CS0445  ___________________________________________________________________
 CS0445* NAD 83(1986)-  32 13 43.     (N)    096 08 20.     (W)     SCALED    
 CS0445* NAVD 88     -        97.080  (meters)     318.50   (feet)  ADJUSTED  
 CS0445  ___________________________________________________________________
 CS0445  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0445  DYNAMIC HT  -          96.968 (meters)     318.14  (feet)  COMP
 CS0445  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 CS0445
 CS0445  VERT ORDER  -  SECOND    CLASS 0
 CS0445
 CS0445.The horizontal coordinates were scaled from a topographic map and have
 CS0445.an estimated accuracy of +/- 6 seconds.
 CS0445
 CS0445.The orthometric height was determined by differential leveling
 CS0445.and adjusted by the National Geodetic Survey in June 1991..
 CS0445
 CS0445.The geoid height was determined by GEOID03.
 CS0445
 CS0445.The dynamic height is computed by dividing the NAVD 88
 CS0445.geopotential number by the normal gravity value computed on the
 CS0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0445.degrees latitude (g = 980.6199 gals.).
 CS0445
 CS0445.The modeled gravity was interpolated from observed gravity values.
 CS0445
 CS0445;                    North         East    Units  Estimated Accuracy
 CS0445;SPC TXNC     - 2,064,820.      822,530.      MT  (+/- 180 meters Scaled)
 CS0445
 CS0445                          SUPERSEDED SURVEY CONTROL
 CS0445
 CS0445.No superseded survey control is available for this station.
 CS0445
 CS0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA696693(NAD 83)
 CS0445_MARKER: DB = BENCH MARK DISK
 CS0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0445_SP_SET: CULVERT
 CS0445_STAMPING: Q 390 1947
 CS0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0445
 CS0445  HISTORY     - Date     Condition        Report By
 CS0445  HISTORY     - 1947     MONUMENTED       CGS
 CS0445
 CS0445                          STATION DESCRIPTION
 CS0445
 CS0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0445'6.6 MI NW FROM TRINIDAD.
 CS0445'6.6 MILES NORTHWEST ALONG STATE HIGHWAY NO.274 FROM THE ST. LOUIS
 CS0445'SOUTHWESTERN RAILWAY STATION AT TRINIDAD, AT A SMALL FILL BETWEEN TWO
 CS0445'SMALL HILLS, 26.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, SET IN
 CS0445'TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD-WALL OF A 5X5 FOOT
 CS0445'CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 4 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0468 ***********************************************************************
 CS0468  DESIGNATION -  Q 392
 CS0468  PID         -  CS0468
 CS0468  STATE/COUNTY-  TX/HENDERSON
 CS0468  USGS QUAD   -  MABANK (1981)
 CS0468
 CS0468                         *CURRENT SURVEY CONTROL
 CS0468  ___________________________________________________________________
 CS0468* NAD 83(1986)-  32 17 29.     (N)    096 01 27.     (W)     SCALED    
 CS0468* NAVD 88     -       124.364  (meters)     408.02   (feet)  ADJUSTED  
 CS0468  ___________________________________________________________________
 CS0468  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0468  DYNAMIC HT  -         124.221 (meters)     407.55  (feet)  COMP
 CS0468  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CS0468
 CS0468  VERT ORDER  -  SECOND    CLASS 0
 CS0468
 CS0468.The horizontal coordinates were scaled from a topographic map and have
 CS0468.an estimated accuracy of +/- 6 seconds.
 CS0468
 CS0468.The orthometric height was determined by differential leveling
 CS0468.and adjusted by the National Geodetic Survey in June 1991..
 CS0468
 CS0468.The geoid height was determined by GEOID03.
 CS0468
 CS0468.The dynamic height is computed by dividing the NAVD 88
 CS0468.geopotential number by the normal gravity value computed on the
 CS0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0468.degrees latitude (g = 980.6199 gals.).
 CS0468
 CS0468.The modeled gravity was interpolated from observed gravity values.
 CS0468
 CS0468;                    North         East    Units  Estimated Accuracy
 CS0468;SPC TXNC     - 2,072,030.      833,180.      MT  (+/- 180 meters Scaled)
 CS0468
 CS0468                          SUPERSEDED SURVEY CONTROL
 CS0468
 CS0468  NGVD 29 (??/??/92)  124.37   (m)          408.0    (f) COMPUTED    2 0
 CS0468
 CS0468.Superseded values are not recommended for survey control.
 CS0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0468.See file dsdata.txt to determine how the superseded data were derived.
 CS0468
 CS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA802766(NAD 83)
 CS0468_MARKER: DB = BENCH MARK DISK
 CS0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0468_STAMPING: Q 392 1947
 CS0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0468+STABILITY: SURFACE MOTION
 CS0468
 CS0468  HISTORY     - Date     Condition        Report By
 CS0468  HISTORY     - 1947     MONUMENTED       CGS
 CS0468
 CS0468                          STATION DESCRIPTION
 CS0468
 CS0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0468'2.0 MI SW FROM EUSTACE.
 CS0468'1.0 MILE SOUTH ALONG THE EUSTACE PAYNE SPRING ROAD FROM THE HIGH
 CS0468'SCHOOL AT EUSTACE, THENCE 1.0 MILE WEST ALONG THE EUSTACE - PAYNE
 CS0468'SPRING ROAD TO A JUNCTION WITH A DIRT ROAD LEADING NORTH AND THE SITE
 CS0468'OF THE MARK, 35 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 28
 CS0468'FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 5 FEET
 CS0468'NORTHEAST OF A FENCE CORNER, 2 FEET SOUTH OF A 4X4 MARKER POST, ABOUT
 CS0468'2 FEET ABOVE THE LEVEL OF THE ROAD.  A BRONZE DISK SET IN THE TOP OF A
 CS0468'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0680 ***********************************************************************
 CS0680  DESIGNATION -  Q 393
 CS0680  PID         -  CS0680
 CS0680  STATE/COUNTY-  TX/NAVARRO
 CS0680  USGS QUAD   -  GOODLOW PARK (1978)
 CS0680
 CS0680                         *CURRENT SURVEY CONTROL
 CS0680  ___________________________________________________________________
 CS0680* NAD 83(1986)-  32 03 52.     (N)    096 14 14.     (W)     SCALED    
 CS0680* NAVD 88     -        97.527  (meters)     319.97   (feet)  ADJUSTED  
 CS0680  ___________________________________________________________________
 CS0680  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0680  DYNAMIC HT  -          97.413 (meters)     319.60  (feet)  COMP
 CS0680  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 CS0680
 CS0680  VERT ORDER  -  SECOND    CLASS 0
 CS0680
 CS0680.The horizontal coordinates were scaled from a topographic map and have
 CS0680.an estimated accuracy of +/- 6 seconds.
 CS0680
 CS0680.The orthometric height was determined by differential leveling
 CS0680.and adjusted by the National Geodetic Survey in June 1991..
 CS0680
 CS0680.The geoid height was determined by GEOID03.
 CS0680
 CS0680.The dynamic height is computed by dividing the NAVD 88
 CS0680.geopotential number by the normal gravity value computed on the
 CS0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0680.degrees latitude (g = 980.6199 gals.).
 CS0680
 CS0680.The modeled gravity was interpolated from observed gravity values.
 CS0680
 CS0680;                    North         East    Units  Estimated Accuracy
 CS0680;SPC TXNC     - 2,046,410.      813,660.      MT  (+/- 180 meters Scaled)
 CS0680
 CS0680                          SUPERSEDED SURVEY CONTROL
 CS0680
 CS0680  NGVD 29 (??/??/92)   97.525  (m)          319.96   (f) ADJ UNCH    2 0
 CS0680
 CS0680.Superseded values are not recommended for survey control.
 CS0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0680.See file dsdata.txt to determine how the superseded data were derived.
 CS0680
 CS0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA608509(NAD 83)
 CS0680_MARKER: DB = BENCH MARK DISK
 CS0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0680_STAMPING: Q 393 1947
 CS0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0680+STABILITY: SURFACE MOTION
 CS0680
 CS0680  HISTORY     - Date     Condition        Report By
 CS0680  HISTORY     - 1947     MONUMENTED       CGS
 CS0680
 CS0680                          STATION DESCRIPTION
 CS0680
 CS0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0680'6.4 MI SE FROM ELM FLAT.
 CS0680'0.3 MILE SOUTH ALONG A DIRT TRACK ROAD FROM THE WOODS CHAPEL A.M.E.
 CS0680'CHURCH AT ELM FLAT, THENCE 1.5 MILES EAST ALONG A GRADED DIRT ROAD TO
 CS0680'A CROSS ROAD, THENCE 1.4 MILES SOUTH ALONG A GRADED DIRT ROAD TO A
 CS0680'ROAD INTERSECTION, THENCE 1.5 MILES EAST ALONG A GRADED DIRT ROAD TO A
 CS0680'CROSS ROAD, THENCE 0.8 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.4
 CS0680'MILE WEST ALONG A GRADED DIRT ROAD TO A FARM YARD, THENCE 0.5 MILE
 CS0680'SOUTH ALONG A GRADED DIRT ROAD TO A Y ROAD JUNCTION AND THE SITE OF
 CS0680'THE MARK, 0.5 MILE NORTHEAST OF A SERIES OF ABANDONED BRIDGES OVER
 CS0680'CHAMBERS CREEK, 0.4 MILE SOUTHWEST OF A LARGE CONCRETE SILO, ACROSS
 CS0680'THE ROAD FROM AN ABANDONED FARM HOUSE, 64 FEET SOUTHEAST OF THE CENTER
 CS0680'LINE OF A NORTHEAST AND SOUTHWEST ROAD, 27 FEET NORTH OF THE CENTER
 CS0680'LINE OF AN EAST AND WEST ROAD, 10 FEET NORTH OF A FENCE CORNER, 2 FEET
 CS0680'WEST OF A WIRE FENCE, 2 FEET SOUTH OF A 4X4 MARKER POST. A BRONZE DISK
 CS0680'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1022 ***********************************************************************
 CS1022  DESIGNATION -  Q 394
 CS1022  PID         -  CS1022
 CS1022  STATE/COUNTY-  TX/DALLAS
 CS1022  USGS QUAD   -  DALLAS (1981)
 CS1022
 CS1022                         *CURRENT SURVEY CONTROL
 CS1022  ___________________________________________________________________
 CS1022* NAD 83(1986)-  32 52 00.     (N)    096 49 18.     (W)     SCALED    
 CS1022* NAVD 88     -       154.071  (meters)     505.48   (feet)  ADJUSTED  
 CS1022  ___________________________________________________________________
 CS1022  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CS1022  DYNAMIC HT  -         153.897 (meters)     504.91  (feet)  COMP
 CS1022  MODELED GRAV-     979,500.9   (mgal)                       NAVD 88
 CS1022
 CS1022  VERT ORDER  -  FIRST     CLASS II
 CS1022
 CS1022.The horizontal coordinates were scaled from a topographic map and have
 CS1022.an estimated accuracy of +/- 6 seconds.
 CS1022
 CS1022.The orthometric height was determined by differential leveling
 CS1022.and adjusted by the National Geodetic Survey in June 1991..
 CS1022
 CS1022.The geoid height was determined by GEOID03.
 CS1022
 CS1022.The dynamic height is computed by dividing the NAVD 88
 CS1022.geopotential number by the normal gravity value computed on the
 CS1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1022.degrees latitude (g = 980.6199 gals.).
 CS1022
 CS1022.The modeled gravity was interpolated from observed gravity values.
 CS1022
 CS1022;                    North         East    Units  Estimated Accuracy
 CS1022;SPC TXNC     - 2,134,320.      757,060.      MT  (+/- 180 meters Scaled)
 CS1022
 CS1022                          SUPERSEDED SURVEY CONTROL
 CS1022
 CS1022  NGVD 29 (??/??/92)  154.083  (m)          505.52   (f) ADJ UNCH    1 2
 CS1022
 CS1022.Superseded values are not recommended for survey control.
 CS1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1022.See file dsdata.txt to determine how the superseded data were derived.
 CS1022
 CS1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB038386(NAD 83)
 CS1022_MARKER: DD = SURVEY DISK
 CS1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1022_STAMPING: Q 394 1947 3 C
 CS1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1022+STABILITY: SURFACE MOTION
 CS1022
 CS1022  HISTORY     - Date     Condition        Report By
 CS1022  HISTORY     - 1947     MONUMENTED       TX1730
 CS1022  HISTORY     - 1947     GOOD             NGS
 CS1022  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1022
 CS1022                          STATION DESCRIPTION
 CS1022
 CS1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1022'IN DALLAS.
 CS1022'AT DALLAS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF NORTHWEST
 CS1022'HIGHWAY AND INWOOD ROAD, IN THE SOUTHEAST CORNER OF THE SUNNYBROOK
 CS1022'REALTY CO. LAWN, 48.0 FEET NORTH OF AND ABOUT 1.5 FEET HIGHER THAN THE
 CS1022'CENTER LINE OF NORTHWEST HIGHWAY, 47.0 FEET WEST OF THE CENTER LINE OF
 CS1022'INWOOD ROAD AND 19.3 FEET SOUTHWEST OF A TELEPHONE POLE.  A BRONZE
 CS1022'DISK SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW GROUND.
 CS1022
 CS1022                          STATION RECOVERY (1958)
 CS1022
 CS1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1065 ***********************************************************************
 CS1065  DESIGNATION -  Q 395
 CS1065  PID         -  CS1065
 CS1065  STATE/COUNTY-  TX/DALLAS
 CS1065  USGS QUAD   -  OAK CLIFF (1981)
 CS1065
 CS1065                         *CURRENT SURVEY CONTROL
 CS1065  ___________________________________________________________________
 CS1065* NAD 83(1986)-  32 44 18.     (N)    096 45 28.     (W)     SCALED    
 CS1065* NAVD 88     -       124.198  (meters)     407.47   (feet)  ADJUSTED  
 CS1065  ___________________________________________________________________
 CS1065  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS1065  DYNAMIC HT  -         124.056 (meters)     407.01  (feet)  COMP
 CS1065  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 CS1065
 CS1065  VERT ORDER  -  FIRST     CLASS II
 CS1065
 CS1065.The horizontal coordinates were scaled from a topographic map and have
 CS1065.an estimated accuracy of +/- 6 seconds.
 CS1065
 CS1065.The orthometric height was determined by differential leveling
 CS1065.and adjusted by the National Geodetic Survey in June 1991..
 CS1065
 CS1065.The geoid height was determined by GEOID03.
 CS1065
 CS1065.The dynamic height is computed by dividing the NAVD 88
 CS1065.geopotential number by the normal gravity value computed on the
 CS1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1065.degrees latitude (g = 980.6199 gals.).
 CS1065
 CS1065.The modeled gravity was interpolated from observed gravity values.
 CS1065
 CS1065;                    North         East    Units  Estimated Accuracy
 CS1065;SPC TXNC     - 2,120,190.      763,270.      MT  (+/- 180 meters Scaled)
 CS1065
 CS1065                          SUPERSEDED SURVEY CONTROL
 CS1065
 CS1065  NGVD 29 (??/??/92)  124.210  (m)          407.51   (f) ADJ UNCH    1 2
 CS1065
 CS1065.Superseded values are not recommended for survey control.
 CS1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1065.See file dsdata.txt to determine how the superseded data were derived.
 CS1065
 CS1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB100245(NAD 83)
 CS1065_MARKER: DD = SURVEY DISK
 CS1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1065_STAMPING: Q 395 1947 1 V
 CS1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1065+STABILITY: SURFACE MOTION
 CS1065
 CS1065  HISTORY     - Date     Condition        Report By
 CS1065  HISTORY     - 1947     MONUMENTED       TX1730
 CS1065  HISTORY     - 1958     GOOD             NGS
 CS1065
 CS1065                          STATION DESCRIPTION
 CS1065
 CS1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1065'4.0 MI SE FROM DALLAS.
 CS1065'ALONG THE BELTLINE RAILWAY AND U.S. HIGHWAY NO.75 AT THE WEST SIDE OF
 CS1065'THE TRIANGLE JUNCTION OF THE BELTLINE AND THE T. AND N.O.R.R. AND AT
 CS1065'THE NORTH END OF THE JUNCTION AREA OF HIGHWAY 75 ON CENTRAL EXPRESSWAY
 CS1065'AND LAMAR STREET EXPRESSWAY.  IT IS 2 FEET SOUTHEAST OF A HIGHWAY
 CS1065'RIGHT-OF-WAY POST AND A 6 INCH PIPE CORNER POST, 1 FEET EAST OF THE
 CS1065'WEST RIGHT-OF-WAY HIGHWAY 75 AND WEST SERVICE ROAD AND IS 3 FEET
 CS1065'SOUTHEAST OF THE NORTH RIGHT-OF-WAY LINE OF THE BELT LINE.  IT IS
 CS1065'ABOUT 1 BLOCK SOUTHEAST OF THE METZGER DAIRY WATER TANK AND
 CS1065'TRIANGULATION STATION METZGER.  A CITY OF DALLAS DISK IN A CONCRETE
 CS1065'POST ABOUT 5 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0569 ***********************************************************************
 CR0569  DESIGNATION -  Q 396
 CR0569  PID         -  CR0569
 CR0569  STATE/COUNTY-  TX/HENDERSON
 CR0569  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0569
 CR0569                         *CURRENT SURVEY CONTROL
 CR0569  ___________________________________________________________________
 CR0569* NAD 83(1986)-  32 04 53.     (N)    095 51 32.     (W)     SCALED    
 CR0569* NAVD 88     -       123.628  (meters)     405.60   (feet)  ADJUSTED  
 CR0569  ___________________________________________________________________
 CR0569  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CR0569  DYNAMIC HT  -         123.484 (meters)     405.13  (feet)  COMP
 CR0569  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CR0569
 CR0569  VERT ORDER  -  SECOND    CLASS 0
 CR0569
 CR0569.The horizontal coordinates were scaled from a topographic map and have
 CR0569.an estimated accuracy of +/- 6 seconds.
 CR0569
 CR0569.The orthometric height was determined by differential leveling
 CR0569.and adjusted by the National Geodetic Survey in June 1991..
 CR0569
 CR0569.The geoid height was determined by GEOID03.
 CR0569
 CR0569.The dynamic height is computed by dividing the NAVD 88
 CR0569.geopotential number by the normal gravity value computed on the
 CR0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0569.degrees latitude (g = 980.6199 gals.).
 CR0569
 CR0569.The modeled gravity was interpolated from observed gravity values.
 CR0569
 CR0569;                    North         East    Units  Estimated Accuracy
 CR0569;SPC TXNC     - 2,049,120.      849,320.      MT  (+/- 180 meters Scaled)
 CR0569
 CR0569                          SUPERSEDED SURVEY CONTROL
 CR0569
 CR0569  NGVD 29 (??/??/92)  123.628  (m)          405.60   (f) ADJ UNCH    2 0
 CR0569
 CR0569.Superseded values are not recommended for survey control.
 CR0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0569.See file dsdata.txt to determine how the superseded data were derived.
 CR0569
 CR0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR301530(NAD 83)
 CR0569_MARKER: DB = BENCH MARK DISK
 CR0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0569_STAMPING: Q 396 1947
 CR0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0569+STABILITY: SURFACE MOTION
 CR0569
 CR0569  HISTORY     - Date     Condition        Report By
 CR0569  HISTORY     - 1947     MONUMENTED       CGS
 CR0569  HISTORY     - 1978     GOOD             USGS
 CR0569
 CR0569                          STATION DESCRIPTION
 CR0569
 CR0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0569'10.6 MI E FROM CROSS ROADS.
 CR0569'4.0 MILES NORTHEAST ALONG FARM HIGHWAY 59 FROM CROSS ROADS SCHOOL,
 CR0569'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG A
 CR0569'DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.4 MILE
 CR0569'EAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 CR0569'THENCE 1.2 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.4 MILES
 CR0569'SOUTHEAST ALONG A DIRT TRACK ROAD, THENCE 0.7 MILE EAST ALONG A DIRT
 CR0569'TRACK ROAD TO THE SITE OF THE MARK, 31 FEET NORTHEAST OF A TRIANGULAR
 CR0569'BLAZED 24 INCH OAK TREE, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CR0569'3 FEET WEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CR0569'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 CR0569
 CR0569                          STATION RECOVERY (1978)
 CR0569
 CR0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0569'0.1 MI. WEST, ALONG MAIN ROAD, FROM CLUBHOUSE AT KOON KREEK KLUB, TO
 CR0569'AN INT., THEN RIGHT, NW, ALONG ASPHALT ROAD, 0.3 MI. TO AN INT., THEN
 CR0569'LEFT, WEST, ALONG SAND ROAD 0.7 MI. TO THE NORTH CORNER OF A
 CR0569'RECTANGULAR CLEARED AREA, AND A TRAIL LEADING INTO THE CLEARED AREA.
 CR0569'THE BENCH MARK IS ABOUT 100 FEET NORTH OF THE NORTH CORNER OF THE
 CR0569'CLEARING, 16 FEET NE OF THE C/L OF THE ROAD, 37 FEET NW OF THE C/L OF
 CR0569'THE TRAIL AND 31 FEET NE OF A TRIANGULAR BLAZED 24 INCH OAK TREE. SET
 CR0569'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES, A STANDARD
 CR0569'TABLET STAMPED, Q 396 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0516 ***********************************************************************
 CS0516  DESIGNATION -  Q 397
 CS0516  PID         -  CS0516
 CS0516  STATE/COUNTY-  TX/NAVARRO
 CS0516  USGS QUAD   -  BAZETTE (1976)
 CS0516
 CS0516                         *CURRENT SURVEY CONTROL
 CS0516  ___________________________________________________________________
 CS0516* NAD 83(1986)-  32 13 21.     (N)    096 20 57.     (W)     SCALED    
 CS0516* NAVD 88     -       107.966  (meters)     354.22   (feet)  ADJUSTED  
 CS0516  ___________________________________________________________________
 CS0516  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0516  DYNAMIC HT  -         107.842 (meters)     353.81  (feet)  COMP
 CS0516  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 CS0516
 CS0516  VERT ORDER  -  SECOND    CLASS 0
 CS0516
 CS0516.The horizontal coordinates were scaled from a topographic map and have
 CS0516.an estimated accuracy of +/- 6 seconds.
 CS0516
 CS0516.The orthometric height was determined by differential leveling
 CS0516.and adjusted by the National Geodetic Survey in June 1991..
 CS0516
 CS0516.The geoid height was determined by GEOID03.
 CS0516
 CS0516.The dynamic height is computed by dividing the NAVD 88
 CS0516.geopotential number by the normal gravity value computed on the
 CS0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0516.degrees latitude (g = 980.6199 gals.).
 CS0516
 CS0516.The modeled gravity was interpolated from observed gravity values.
 CS0516
 CS0516;                    North         East    Units  Estimated Accuracy
 CS0516;SPC TXNC     - 2,063,710.      802,730.      MT  (+/- 180 meters Scaled)
 CS0516
 CS0516                          SUPERSEDED SURVEY CONTROL
 CS0516
 CS0516  NGVD 29 (??/??/92)  107.969  (m)          354.23   (f) ADJ UNCH    2 0
 CS0516
 CS0516.Superseded values are not recommended for survey control.
 CS0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0516.See file dsdata.txt to determine how the superseded data were derived.
 CS0516
 CS0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA498681(NAD 83)
 CS0516_MARKER: DB = BENCH MARK DISK
 CS0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0516_STAMPING: Q 397 1947
 CS0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0516+STABILITY: SURFACE MOTION
 CS0516
 CS0516  HISTORY     - Date     Condition        Report By
 CS0516  HISTORY     - 1947     MONUMENTED       CGS
 CS0516  HISTORY     - 1972     GOOD             LOCENG
 CS0516
 CS0516                          STATION DESCRIPTION
 CS0516
 CS0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0516'IN MONTFORT.
 CS0516'AT MONTFORT, 89.0 FEET EAST OF AND ACROSS THE ROAD FROM THE EAST
 CS0516'CORNER OF THE GENERAL STORE, 53.0 FEET EAST OF THE CENTER OF THE
 CS0516'INTERSECTION OF A SMALL DIRT ROAD LEADING SOUTHEAST FROM THE OUTSIDE
 CS0516'OF A LONG CURVE, 5.5 FEET SOUTHEAST OF R E A CO-OP POLE NO. 3/129, 1.8
 CS0516'FOOT NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 CS0516'SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT, ALSO 0.15 MILE
 CS0516'SOUTHEAST OF THE MONTFORT COTTON GIN.
 CS0516
 CS0516                          STATION RECOVERY (1972)
 CS0516
 CS0516'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2295 ***********************************************************************
 BY2295  DESIGNATION -  Q 398
 BY2295  PID         -  BY2295
 BY2295  STATE/COUNTY-  TX/ANDERSON
 BY2295  USGS QUAD   -  BLACKFOOT (1982)
 BY2295
 BY2295                         *CURRENT SURVEY CONTROL
 BY2295  ___________________________________________________________________
 BY2295* NAD 83(1986)-  31 54 28.     (N)    095 50 46.     (W)     SCALED    
 BY2295* NAVD 88     -       114.589  (meters)     375.95   (feet)  ADJUSTED  
 BY2295  ___________________________________________________________________
 BY2295  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BY2295  DYNAMIC HT  -         114.453 (meters)     375.50  (feet)  COMP
 BY2295  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 BY2295
 BY2295  VERT ORDER  -  SECOND    CLASS 0
 BY2295
 BY2295.The horizontal coordinates were scaled from a topographic map and have
 BY2295.an estimated accuracy of +/- 6 seconds.
 BY2295
 BY2295.The orthometric height was determined by differential leveling
 BY2295.and adjusted by the National Geodetic Survey in June 1991..
 BY2295
 BY2295.The geoid height was determined by GEOID03.
 BY2295
 BY2295.The dynamic height is computed by dividing the NAVD 88
 BY2295.geopotential number by the normal gravity value computed on the
 BY2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2295.degrees latitude (g = 980.6199 gals.).
 BY2295
 BY2295.The modeled gravity was interpolated from observed gravity values.
 BY2295
 BY2295;                    North         East    Units  Estimated Accuracy
 BY2295;SPC TX C     - 3,257,010.    1,124,320.      MT  (+/- 180 meters Scaled)
 BY2295
 BY2295                          SUPERSEDED SURVEY CONTROL
 BY2295
 BY2295  NGVD 29 (??/??/92)  114.575  (m)          375.90   (f) ADJ UNCH    2 0
 BY2295
 BY2295.Superseded values are not recommended for survey control.
 BY2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2295.See file dsdata.txt to determine how the superseded data were derived.
 BY2295
 BY2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR308337(NAD 83)
 BY2295_MARKER: DB = BENCH MARK DISK
 BY2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2295_STAMPING: Q 398 1947
 BY2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2295+STABILITY: SURFACE MOTION
 BY2295
 BY2295  HISTORY     - Date     Condition        Report By
 BY2295  HISTORY     - 1947     MONUMENTED       CGS
 BY2295  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2295
 BY2295                          STATION DESCRIPTION
 BY2295
 BY2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2295'5.6 MI NW FROM TENNESSEE COLONY.
 BY2295'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2295'TENNESSEE COLONY, THENCE 3.0 MILES NORTH ALONG A NARROW OILED ROAD TO
 BY2295'A FARM HOUSE AND THE SITE OF THE MARK, 45 FEET NORTH OF THE CENTER OF
 BY2295'A PRIVATE DRIVEWAY, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 10
 BY2295'FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF A WIRE FENCE, 2 FEET
 BY2295'SOUTH OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 BY2295'CONCRETE POST.
 BY2295
 BY2295                          STATION RECOVERY (1977)
 BY2295
 BY2295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0605 ***********************************************************************
 CR0605  DESIGNATION -  Q 399
 CR0605  PID         -  CR0605
 CR0605  STATE/COUNTY-  TX/HENDERSON
 CR0605  USGS QUAD   -  CROSS ROADS (1984)
 CR0605
 CR0605                         *CURRENT SURVEY CONTROL
 CR0605  ___________________________________________________________________
 CR0605* NAD 83(1986)-  32 00 50.     (N)    095 58 08.     (W)     SCALED    
 CR0605* NAVD 88     -       109.135  (meters)     358.05   (feet)  ADJUSTED  
 CR0605  ___________________________________________________________________
 CR0605  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0605  DYNAMIC HT  -         109.007 (meters)     357.63  (feet)  COMP
 CR0605  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 CR0605
 CR0605  VERT ORDER  -  SECOND    CLASS 0
 CR0605
 CR0605.The horizontal coordinates were scaled from a topographic map and have
 CR0605.an estimated accuracy of +/- 6 seconds.
 CR0605
 CR0605.The orthometric height was determined by differential leveling
 CR0605.and adjusted by the National Geodetic Survey in June 1991..
 CR0605
 CR0605.The geoid height was determined by GEOID03.
 CR0605
 CR0605.The dynamic height is computed by dividing the NAVD 88
 CR0605.geopotential number by the normal gravity value computed on the
 CR0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0605.degrees latitude (g = 980.6199 gals.).
 CR0605
 CR0605.The modeled gravity was interpolated from observed gravity values.
 CR0605
 CR0605;                    North         East    Units  Estimated Accuracy
 CR0605;SPC TXNC     - 2,041,390.      839,120.      MT  (+/- 180 meters Scaled)
 CR0605
 CR0605                          SUPERSEDED SURVEY CONTROL
 CR0605
 CR0605  NGVD 29 (??/??/92)  109.136  (m)          358.06   (f) ADJ UNCH    2 0
 CR0605
 CR0605.Superseded values are not recommended for survey control.
 CR0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0605.See file dsdata.txt to determine how the superseded data were derived.
 CR0605
 CR0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR195458(NAD 83)
 CR0605_MARKER: DB = BENCH MARK DISK
 CR0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0605_STAMPING: Q 399 1947
 CR0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0605+STABILITY: SURFACE MOTION
 CR0605
 CR0605  HISTORY     - Date     Condition        Report By
 CR0605  HISTORY     - 1947     MONUMENTED       CGS
 CR0605
 CR0605                          STATION DESCRIPTION
 CR0605
 CR0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0605'2.6 MI S FROM CROSS ROAD.
 CR0605'ALONG A NARROW OIL ROAD, 2.6 MILES SOUTH OF CROSS ROAD SCHOOL, 2.8
 CR0605'MILES NORTH OF CAYUGA SCHOOL, NEAR A FARM HOUSE, 110 FEET NORTHWEST OF
 CR0605'THE NORTHWEST CORNER OF A FARM HOUSE, 42 FEET EAST OF THE CENTER OF
 CR0605'THE ROAD, 16 FEET EAST OF A CORNER FENCE POST, 3 FEET SOUTH OF WIRE
 CR0605'FENCE, 2 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0930 ***********************************************************************
 BZ0930  DESIGNATION -  Q 4
 BZ0930  PID         -  BZ0930
 BZ0930  STATE/COUNTY-  TX/BELL
 BZ0930  USGS QUAD   -  KILLEEN (1995)
 BZ0930
 BZ0930                         *CURRENT SURVEY CONTROL
 BZ0930  ___________________________________________________________________
 BZ0930* NAD 83(1986)-  31 06 31.     (N)    097 41 43.     (W)     SCALED    
 BZ0930* NAVD 88     -       240.049  (meters)     787.56   (feet)  POSTED    
 BZ0930  ___________________________________________________________________
 BZ0930  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BZ0930  DYNAMIC HT  -         239.730 (meters)     786.51  (feet)  COMP
 BZ0930  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 BZ0930
 BZ0930  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BZ0930
 BZ0930.The horizontal coordinates were scaled from a topographic map and have
 BZ0930.an estimated accuracy of +/- 6 seconds.
 BZ0930
 BZ0930.The orthometric height was determined by differential leveling
 BZ0930.and adjusted by the National Geodetic Survey in 1992..
 BZ0930.No vertical observational check was made to the station.
 BZ0930.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BZ0930.was located on a no-check spur therefore a value was not computed.
 BZ0930
 BZ0930.The geoid height was determined by GEOID03.
 BZ0930
 BZ0930.The dynamic height is computed by dividing the NAVD 88
 BZ0930.geopotential number by the normal gravity value computed on the
 BZ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0930.degrees latitude (g = 980.6199 gals.).
 BZ0930
 BZ0930.The modeled gravity was interpolated from observed gravity values.
 BZ0930
 BZ0930;                    North         East    Units  Estimated Accuracy
 BZ0930;SPC TX C     - 3,162,830.      951,610.      MT  (+/- 180 meters Scaled)
 BZ0930
 BZ0930                          SUPERSEDED SURVEY CONTROL
 BZ0930
 BZ0930.No superseded survey control is available for this station.
 BZ0930
 BZ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV244423(NAD 83)
 BZ0930_MARKER: Z = SEE DESCRIPTION
 BZ0930_SETTING: 0 = UNSPECIFIED SETTING
 BZ0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0930
 BZ0930  HISTORY     - Date     Condition        Report By
 BZ0930  HISTORY     - UNK      MONUMENTED       CGS
 BZ0930  HISTORY     - 1953     GOOD             NGS
 BZ0930  HISTORY     - 1958     MARK NOT FOUND   DOD
 BZ0930  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0930  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0930
 BZ0930                          STATION DESCRIPTION
 BZ0930
 BZ0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BZ0930'2.0 MI E FROM KILLEEN.
 BZ0930'2.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY, FROM
 BZ0930'KILLEEN, BELL COUNTY, 70 FEET WEST OF THE THIRTEENTH POLE WEST OF
 BZ0930'MILEPOST 241, 60 FEET SOUTH OF TRACK, 730 FEET WEST OF A FIELD ROAD
 BZ0930'(N-S) XING TRACK.
 BZ0930
 BZ0930                          STATION RECOVERY (1958)
 BZ0930
 BZ0930'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 BZ0930'MARK NOT FOUND.
 BZ0930
 BZ0930                          STATION RECOVERY (1995)
 BZ0930
 BZ0930'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0930'MARK NOT FOUND.
 BZ0930
 BZ0930                          STATION RECOVERY (2001)
 BZ0930
 BZ0930'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0116 ***********************************************************************
 AB0116  DESIGNATION -  Q 40
 AB0116  PID         -  AB0116
 AB0116  STATE/COUNTY-  TX/CAMERON
 AB0116  USGS QUAD   -  SOUTHMOST (1955)
 AB0116
 AB0116                         *CURRENT SURVEY CONTROL
 AB0116  ___________________________________________________________________
 AB0116* NAD 83(1986)-  25 51 57.     (N)    097 25 26.     (W)     SCALED    
 AB0116* NAVD 88     -         8.994  (meters)      29.51   (feet)  ADJUSTED  
 AB0116  ___________________________________________________________________
 AB0116  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 AB0116  DYNAMIC HT  -           8.979 (meters)      29.46  (feet)  COMP
 AB0116  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 AB0116
 AB0116  VERT ORDER  -  SECOND    CLASS 0
 AB0116
 AB0116.The horizontal coordinates were scaled from a topographic map and have
 AB0116.an estimated accuracy of +/- 6 seconds.
 AB0116
 AB0116.The orthometric height was determined by differential leveling
 AB0116.and adjusted by the National Geodetic Survey in June 1991..
 AB0116
 AB0116.The geoid height was determined by GEOID03.
 AB0116
 AB0116.The dynamic height is computed by dividing the NAVD 88
 AB0116.geopotential number by the normal gravity value computed on the
 AB0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0116.degrees latitude (g = 980.6199 gals.).
 AB0116
 AB0116.The modeled gravity was interpolated from observed gravity values.
 AB0116
 AB0116;                    North         East    Units  Estimated Accuracy
 AB0116;SPC TX S     - 5,022,530.      407,870.      MT  (+/- 180 meters Scaled)
 AB0116
 AB0116                          SUPERSEDED SURVEY CONTROL
 AB0116
 AB0116  NGVD 29 (??/??/92)    9.086  (m)           29.81   (f) ADJ UNCH    2 0
 AB0116
 AB0116.Superseded values are not recommended for survey control.
 AB0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0116.See file dsdata.txt to determine how the superseded data were derived.
 AB0116
 AB0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP579617(NAD 83)
 AB0116_MARKER: DD = SURVEY DISK
 AB0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0116_SP_SET: SYPHON
 AB0116_STAMPING: Q 40 29.62
 AB0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0116
 AB0116  HISTORY     - Date     Condition        Report By
 AB0116  HISTORY     - UNK      MONUMENTED
 AB0116  HISTORY     - 1950     GOOD             NGS
 AB0116
 AB0116                          STATION DESCRIPTION
 AB0116
 AB0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0116'6.8 MI SE FROM BROWNSVILLE.
 AB0116'FROM THE N. END OF THE GATEWAY BRIDGE IN BROWNSVILLE, GO NE. ON STATE
 AB0116'HIGHWAY 4 (E 14TH STREET) FOR 1.4 MILES TO INTERSECTION OF SOUTHMOST
 AB0116'ROAD, TURN SE (RIGHT) ON SOUTHMOST ROAD AND GO 5.4 MILES TO A CONCRETE
 AB0116'SYPHON AND SITE OF MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER
 AB0116'OF THE TOP OF THE NORTH HEADWALL OF THE SYPHON, 40 FT. E. OF THE
 AB0116'CENTERLINE OF THE N-S ROAD, 16 FT. N. OF AND 3.5 FT. ABOVE THE
 AB0116'CENTERLINE OF THE E-W ROAD.  IT IS A CAMERON COUNTY DISK SET IN A
 AB0116'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0465 ***********************************************************************
 AN0465  DESIGNATION -  Q 40
 AN0465  PID         -  AN0465
 AN0465  STATE/COUNTY-  TX/VICTORIA
 AN0465  USGS QUAD   -  BLOOMINGTON SW (1995)
 AN0465
 AN0465                         *CURRENT SURVEY CONTROL
 AN0465  ___________________________________________________________________
 AN0465* NAD 83(1986)-  28 36 26.     (N)    096 56 46.     (W)     SCALED    
 AN0465* NAVD 88     -         7.028  (meters)      23.06   (feet)  ADJUSTED  
 AN0465  ___________________________________________________________________
 AN0465  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0465  DYNAMIC HT  -           7.018 (meters)      23.02  (feet)  COMP
 AN0465  MODELED GRAV-     979,182.9   (mgal)                       NAVD 88
 AN0465
 AN0465  VERT ORDER  -  FIRST     CLASS I
 AN0465
 AN0465.The horizontal coordinates were scaled from a topographic map and have
 AN0465.an estimated accuracy of +/- 6 seconds.
 AN0465
 AN0465.The orthometric height was determined by differential leveling
 AN0465.and adjusted by the National Geodetic Survey in June 1991..
 AN0465
 AN0465.The geoid height was determined by GEOID03.
 AN0465
 AN0465.The dynamic height is computed by dividing the NAVD 88
 AN0465.geopotential number by the normal gravity value computed on the
 AN0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0465.degrees latitude (g = 980.6199 gals.).
 AN0465
 AN0465.The modeled gravity was interpolated from observed gravity values.
 AN0465
 AN0465;                    North         East    Units  Estimated Accuracy
 AN0465;SPC TXSC     - 4,087,530.      800,860.      MT  (+/- 180 meters Scaled)
 AN0465
 AN0465                          SUPERSEDED SURVEY CONTROL
 AN0465
 AN0465  NGVD 29 (??/??/92)    7.159  (m)           23.49   (f) ADJ UNCH    1 1
 AN0465
 AN0465.Superseded values are not recommended for survey control.
 AN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0465.See file dsdata.txt to determine how the superseded data were derived.
 AN0465
 AN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS008661(NAD 83)
 AN0465_MARKER: DB = BENCH MARK DISK
 AN0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0465_SP_SET: ABUTMENT
 AN0465_STAMPING: Q 40 1918 ELEV. 23.970FT.
 AN0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0465
 AN0465  HISTORY     - Date     Condition        Report By
 AN0465  HISTORY     - 1918     MONUMENTED       CGS
 AN0465  HISTORY     - 1943     GOOD             NGS
 AN0465  HISTORY     - 1978     GOOD             NGS
 AN0465
 AN0465                          STATION DESCRIPTION
 AN0465
 AN0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0465'5.5 MI NE FROM MCFADDIN.
 AN0465'TO REACH FROM THE RAILROAD STATION AT MCFADDIN, PROCEED 5.5 MILES
 AN0465'NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO
 AN0465'RAILROAD BRIDGE OVER GUADALUPE RIVER AND SITE OF BENCH MARK.  BENCH
 AN0465'MARK IS SET HORIZONTALLY IN THE SOUTHEAST END OF THE NORTHEAST
 AN0465'CONCRETE ABUTMENT OF RIVER BRIDGE.  IT IS 42.0 FEET SOUTHEAST OF MILE
 AN0465'POST NO.215, ABOUT 9.0 FEET SOUTHEAST OF AND ABOUT 4.0 FEET BELOW THE
 AN0465'CENTERLINE OF TRACK.  A DISK SET IN DRILL HOLE.  NOTE-- THIS BENCH
 AN0465'MARK IS ALSO 4.3 MILES SOUTHWEST OF RAILROAD STATION AT BLOOMINGTON.
 AN0465
 AN0465                          STATION RECOVERY (1978)
 AN0465
 AN0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2317 ***********************************************************************
 BY2317  DESIGNATION -  Q 400
 BY2317  PID         -  BY2317
 BY2317  STATE/COUNTY-  TX/FREESTONE
 BY2317  USGS QUAD   -  BUTLER (1964)
 BY2317
 BY2317                         *CURRENT SURVEY CONTROL
 BY2317  ___________________________________________________________________
 BY2317* NAD 83(1986)-  31 44 13.     (N)    095 55 39.     (W)     SCALED    
 BY2317* NAVD 88     -        79.616  (meters)     261.21   (feet)  ADJUSTED  
 BY2317  ___________________________________________________________________
 BY2317  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BY2317  DYNAMIC HT  -          79.521 (meters)     260.90  (feet)  COMP
 BY2317  MODELED GRAV-     979,440.8   (mgal)                       NAVD 88
 BY2317
 BY2317  VERT ORDER  -  SECOND    CLASS 0
 BY2317
 BY2317.The horizontal coordinates were scaled from a topographic map and have
 BY2317.an estimated accuracy of +/- 6 seconds.
 BY2317
 BY2317.The orthometric height was determined by differential leveling
 BY2317.and adjusted by the National Geodetic Survey in June 1991..
 BY2317
 BY2317.The geoid height was determined by GEOID03.
 BY2317
 BY2317.The dynamic height is computed by dividing the NAVD 88
 BY2317.geopotential number by the normal gravity value computed on the
 BY2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2317.degrees latitude (g = 980.6199 gals.).
 BY2317
 BY2317.The modeled gravity was interpolated from observed gravity values.
 BY2317
 BY2317;                    North         East    Units  Estimated Accuracy
 BY2317;SPC TX C     - 3,237,780.    1,117,380.      MT  (+/- 180 meters Scaled)
 BY2317
 BY2317                          SUPERSEDED SURVEY CONTROL
 BY2317
 BY2317  NGVD 29 (??/??/92)   79.602  (m)          261.16   (f) ADJ UNCH    2 0
 BY2317
 BY2317.Superseded values are not recommended for survey control.
 BY2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2317.See file dsdata.txt to determine how the superseded data were derived.
 BY2317
 BY2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR226150(NAD 83)
 BY2317_MARKER: DB = BENCH MARK DISK
 BY2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2317_STAMPING: Q 400 1947
 BY2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2317+STABILITY: SURFACE MOTION
 BY2317
 BY2317  HISTORY     - Date     Condition        Report By
 BY2317  HISTORY     - 1947     MONUMENTED       CGS
 BY2317
 BY2317                          STATION DESCRIPTION
 BY2317
 BY2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2317'11.5 MI N FROM BUTLER.
 BY2317'2.8 MILES EAST ALONG U.S. HIGHWAY NO. 84 AND 8.7 MILES NORTHWEST ALONG
 BY2317'A DIRT ROAD FROM JENKINS STORE AT BUTLER, 1.0 MILE NORTHEAST OF THE
 BY2317'SAND HILL COUNTRY SCHOOL, 0.5 MILE SOUTHWEST OF THE JUNCTION OF A DIRT
 BY2317'ROAD LEADING EAST TO THE TRINITY RIVER, 250.0 FEET SOUTH OF AND ACROSS
 BY2317'THE ROAD FROM THE OLD SAND HILL CEMETERY WHICH IS AT THE TOP OF A
 BY2317'PROMINENT HILL, AT A POINT WHERE THE HUMBLE PIPE LINE CROSSES THE
 BY2317'ROAD, 25.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 27.0 FEET
 BY2317'NORTHEAST OF THE CENTER OF THE PIPE LINE RIGHT-OF-WAY, 2.0 FEET
 BY2317'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1.7 FOOT SOUTHWEST OF A
 BY2317'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 BY2317'ROAD AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1761 ***********************************************************************
 BL1761  DESIGNATION -  Q 400
 BL1761  PID         -  BL1761
 BL1761  STATE/COUNTY-  TX/MADISON
 BL1761  USGS QUAD   -  BAKER LAKE (1972)
 BL1761
 BL1761                         *CURRENT SURVEY CONTROL
 BL1761  ___________________________________________________________________
 BL1761* NAD 83(1986)-  30 55 52.     (N)    095 41 25.     (W)     SCALED    
 BL1761* NAVD 88     -        58.41   (+/-2cm)     191.6    (feet)  VERTCON   
 BL1761  ___________________________________________________________________
 BL1761  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BL1761
 BL1761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1761
 BL1761.The horizontal coordinates were scaled from a topographic map and have
 BL1761.an estimated accuracy of +/- 6 seconds.
 BL1761
 BL1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1761.The vertical order pertains to the NGVD 29 superseded value.
 BL1761
 BL1761.The geoid height was determined by GEOID03.
 BL1761
 BL1761;                    North         East    Units  Estimated Accuracy
 BL1761;SPC TX C     - 3,149,430.    1,143,570.      MT  (+/- 180 meters Scaled)
 BL1761
 BL1761                          SUPERSEDED SURVEY CONTROL
 BL1761
 BL1761  NGVD 29 (??/??/92)   58.420  (m)          191.67   (f) ADJ UNCH    2 0
 BL1761
 BL1761.Superseded values are not recommended for survey control.
 BL1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1761.See file dsdata.txt to determine how the superseded data were derived.
 BL1761
 BL1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ429250(NAD 83)
 BL1761_MARKER: DB = BENCH MARK DISK
 BL1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1761_STAMPING: Q 400 1947
 BL1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1761+STABILITY: SURFACE MOTION
 BL1761
 BL1761  HISTORY     - Date     Condition        Report By
 BL1761  HISTORY     - 1947     MONUMENTED       CGS
 BL1761  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1761
 BL1761                          STATION DESCRIPTION
 BL1761
 BL1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1761'7.9 MI SE FROM MIDWAY.
 BL1761'7.9 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1761'AT MIDWAY, 0.5 MILE SOUTH OF THE HOPEWELL SCHOOL, 77.7 FEET EAST OF
 BL1761'AND DIRECTLY ACROSS THE ROAD FROM A 2-FOOT OAK TREE, 39.0 FEET EAST OF
 BL1761'THE CENTER OF THE ROAD, 2.2 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT
 BL1761'WEST OF THE EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2
 BL1761'FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
 BL1761
 BL1761                          STATION RECOVERY (1996)
 BL1761
 BL1761'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2180 ***********************************************************************
 BY2180  DESIGNATION -  Q 401
 BY2180  PID         -  BY2180
 BY2180  STATE/COUNTY-  TX/ANDERSON
 BY2180  USGS QUAD   -  INDIAN LAKE (1982)
 BY2180
 BY2180                         *CURRENT SURVEY CONTROL
 BY2180  ___________________________________________________________________
 BY2180* NAD 83(1986)-  31 34 19.     (N)    095 39 14.     (W)     SCALED    
 BY2180* NAVD 88     -        93.34   (+/-2cm)     306.2    (feet)  VERTCON   
 BY2180  ___________________________________________________________________
 BY2180  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY2180
 BY2180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2180
 BY2180.The horizontal coordinates were scaled from a topographic map and have
 BY2180.an estimated accuracy of +/- 6 seconds.
 BY2180
 BY2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2180.The vertical order pertains to the NGVD 29 superseded value.
 BY2180
 BY2180.The geoid height was determined by GEOID03.
 BY2180
 BY2180;                    North         East    Units  Estimated Accuracy
 BY2180;SPC TX C     - 3,220,560.    1,144,060.      MT  (+/- 180 meters Scaled)
 BY2180
 BY2180                          SUPERSEDED SURVEY CONTROL
 BY2180
 BY2180  NGVD 29 (??/??/92)   93.327  (m)          306.19   (f) ADJ UNCH    2 0
 BY2180
 BY2180.Superseded values are not recommended for survey control.
 BY2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2180.See file dsdata.txt to determine how the superseded data were derived.
 BY2180
 BY2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ481960(NAD 83)
 BY2180_MARKER: DB = BENCH MARK DISK
 BY2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2180_STAMPING: Q 401 1947
 BY2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2180+STABILITY: SURFACE MOTION
 BY2180
 BY2180  HISTORY     - Date     Condition        Report By
 BY2180  HISTORY     - 1947     MONUMENTED       CGS
 BY2180
 BY2180                          STATION DESCRIPTION
 BY2180
 BY2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2180'11.7 MI SW FROM ELKHART.
 BY2180'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY2180'ALONG STATE HIGHWAY NO.294, THENCE SOUTH 4.6 MILES ALONG A GRADED DIRT
 BY2180'ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWEST
 BY2180'0.9 MILE ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS 45.2
 BY2180'FEET NORTH OF A FENCE CORNER, 42.7 FEET EAST OF AND ABOUT 2.0 FEET
 BY2180'LOWER THAN THE CENTER LINE OF THE ROAD, 7.0 FEET EAST OF A TELEPHONE
 BY2180'POLE AND 1.5 FEET SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY2180'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 BY2180'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1865 ***********************************************************************
 BY1865  DESIGNATION -  Q 402
 BY1865  PID         -  BY1865
 BY1865  STATE/COUNTY-  TX/HOUSTON
 BY1865  USGS QUAD   -  AUSTONIO (1972)
 BY1865
 BY1865                         *CURRENT SURVEY CONTROL
 BY1865  ___________________________________________________________________
 BY1865* NAD 83(1986)-  31 14 11.     (N)    095 40 34.     (W)     SCALED    
 BY1865* NAVD 88     -        81.45   (+/-2cm)     267.2    (feet)  VERTCON   
 BY1865  ___________________________________________________________________
 BY1865  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1865
 BY1865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1865
 BY1865.The horizontal coordinates were scaled from a topographic map and have
 BY1865.an estimated accuracy of +/- 6 seconds.
 BY1865
 BY1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1865.The vertical order pertains to the NGVD 29 superseded value.
 BY1865
 BY1865.The geoid height was determined by GEOID03.
 BY1865
 BY1865;                    North         East    Units  Estimated Accuracy
 BY1865;SPC TX C     - 3,183,300.    1,143,510.      MT  (+/- 180 meters Scaled)
 BY1865
 BY1865                          SUPERSEDED SURVEY CONTROL
 BY1865
 BY1865  NGVD 29 (??/??/92)   81.449  (m)          267.22   (f) ADJ UNCH    2 0
 BY1865
 BY1865.Superseded values are not recommended for survey control.
 BY1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1865.See file dsdata.txt to determine how the superseded data were derived.
 BY1865
 BY1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ451588(NAD 83)
 BY1865_MARKER: DB = BENCH MARK DISK
 BY1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1865_STAMPING: Q 402 1947
 BY1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1865+STABILITY: SURFACE MOTION
 BY1865
 BY1865  HISTORY     - Date     Condition        Report By
 BY1865  HISTORY     - 1947     MONUMENTED       CGS
 BY1865
 BY1865                          STATION DESCRIPTION
 BY1865
 BY1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1865'5.1 MI W FROM PORTER SPRINGS.
 BY1865'TO REACH FROM THE PORTER SPRINGS SCHOOL AT PORTER SPRINGS GO SOUTHWEST
 BY1865'2.3 MILES ALONG A GRADED DIRT ROAD, THENCE WESTERLY 2.8 MILES ALONG A
 BY1865'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 45 YARDS
 BY1865'NORTHWEST OF A FARMHOUSE, 139.3 FEET WEST OF A THIRTYSIX INCH OAK
 BY1865'TREE, 70.2 FEET NORTHWEST OF A FENCE CORNER, 37.5 FEET NORTHWEST OF
 BY1865'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHEAST
 BY1865'OF A FENCE AND 1.5 FEET NORTHEAST OF A 4 X 4 IN. MARKER POST. A BRONZE
 BY1865'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1865'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1857 ***********************************************************************
 BY1857  DESIGNATION -  Q 403
 BY1857  PID         -  BY1857
 BY1857  STATE/COUNTY-  TX/LEON
 BY1857  USGS QUAD   -  CENTERVILLE (1964)
 BY1857
 BY1857                         *CURRENT SURVEY CONTROL
 BY1857  ___________________________________________________________________
 BY1857* NAD 83(1986)-  31 15 29.     (N)    095 59 27.     (W)     SCALED    
 BY1857* NAVD 88     -       124.69   (+/-2cm)     409.1    (feet)  VERTCON   
 BY1857  ___________________________________________________________________
 BY1857  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BY1857
 BY1857  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1857
 BY1857.The horizontal coordinates were scaled from a topographic map and have
 BY1857.an estimated accuracy of +/- 6 seconds.
 BY1857
 BY1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1857.The vertical order pertains to the NGVD 29 superseded value.
 BY1857
 BY1857.The geoid height was determined by GEOID03.
 BY1857
 BY1857;                    North         East    Units  Estimated Accuracy
 BY1857;SPC TX C     - 3,184,490.    1,113,460.      MT  (+/- 180 meters Scaled)
 BY1857
 BY1857                          SUPERSEDED SURVEY CONTROL
 BY1857
 BY1857  NGVD 29 (??/??/92)  124.665  (m)          409.01   (f) ADJ UNCH    2 0
 BY1857
 BY1857.Superseded values are not recommended for survey control.
 BY1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1857.See file dsdata.txt to determine how the superseded data were derived.
 BY1857
 BY1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ151620(NAD 83)
 BY1857_MARKER: DB = BENCH MARK DISK
 BY1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1857_STAMPING: Q 403 1947
 BY1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1857+STABILITY: SURFACE MOTION
 BY1857
 BY1857  HISTORY     - Date     Condition        Report By
 BY1857  HISTORY     - 1947     MONUMENTED       CGS
 BY1857
 BY1857                          STATION DESCRIPTION
 BY1857
 BY1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1857'0.8 MI W FROM CENTERVILLE.
 BY1857'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1857'CENTERVILLE, 57.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BY1857'FARMHOUSE, 49.6 FEET SOUTH OF AND ABOUT 3.0 FEET HIGHER THAN THE
 BY1857'CENTER LINE OF THE HIGHWAY, 17.7 FEET EAST OF A FENCE CORNER, 1.0 FOOT
 BY1857'NORTH OF A FENCE AND 2.0 FEET WEST OF A 4 X 4 IN. MARKER POST. A
 BY1857'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1857'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1619 ***********************************************************************
 CS1619  DESIGNATION -  Q 404
 CS1619  PID         -  CS1619
 CS1619  STATE/COUNTY-  TX/TARRANT
 CS1619  USGS QUAD   -  BENBROOK (1981)
 CS1619
 CS1619                         *CURRENT SURVEY CONTROL
 CS1619  ___________________________________________________________________
 CS1619* NAD 83(1986)-  32 40 38.     (N)    097 29 26.     (W)     SCALED    
 CS1619* NAVD 88     -       235.584  (meters)     772.91   (feet)  ADJUSTED  
 CS1619  ___________________________________________________________________
 CS1619  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CS1619  DYNAMIC HT  -         235.306 (meters)     772.00  (feet)  COMP
 CS1619  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 CS1619
 CS1619  VERT ORDER  -  FIRST     CLASS II
 CS1619
 CS1619.The horizontal coordinates were scaled from a topographic map and have
 CS1619.an estimated accuracy of +/- 6 seconds.
 CS1619
 CS1619.The orthometric height was determined by differential leveling
 CS1619.and adjusted by the National Geodetic Survey in June 1991..
 CS1619
 CS1619.The geoid height was determined by GEOID03.
 CS1619
 CS1619.The dynamic height is computed by dividing the NAVD 88
 CS1619.geopotential number by the normal gravity value computed on the
 CS1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1619.degrees latitude (g = 980.6199 gals.).
 CS1619
 CS1619.The modeled gravity was interpolated from observed gravity values.
 CS1619
 CS1619;                    North         East    Units  Estimated Accuracy
 CS1619;SPC TXNC     - 2,112,520.      694,670.      MT  (+/- 180 meters Scaled)
 CS1619
 CS1619                          SUPERSEDED SURVEY CONTROL
 CS1619
 CS1619.No superseded survey control is available for this station.
 CS1619
 CS1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB415165(NAD 83)
 CS1619_MARKER: DB = BENCH MARK DISK
 CS1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1619_STAMPING: Q 404 1947
 CS1619_MARK LOGO: CGS   
 CS1619_PROJECTION: PROJECTING 20 CENTIMETERS
 CS1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1619+STABILITY: SURFACE MOTION
 CS1619
 CS1619  HISTORY     - Date     Condition        Report By
 CS1619  HISTORY     - 1947     MONUMENTED       CGS
 CS1619  HISTORY     - 1962     GOOD             NGS
 CS1619  HISTORY     - 1983     GOOD             NGS
 CS1619  HISTORY     - 1989     GOOD             USPSQD
 CS1619  HISTORY     - 19960427 GOOD             USPSQD
 CS1619  HISTORY     - 20041023 GOOD             USPSQD
 CS1619
 CS1619                          STATION DESCRIPTION
 CS1619
 CS1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1619'7.4 MI E FROM ALEDO.
 CS1619'7.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1619'AT ALEDO, ABOUT THIRTEEN POLES EAST OF MILE POST 257, ABOUT 75 YARDS
 CS1619'EAST OF A ROAD CROSSING, 59.3 FEET SOUTHEAST OF THE EAST END OF THE
 CS1619'SOUTH HEADWALL OF A CONCRETE CULVERT, 57.5 FEET NORTH OF AND ABOUT
 CS1619'LEVEL WITH THE CENTER LINE OF THE NORTH TRACK, 48.7 FEET EAST OF A
 CS1619'TELEPHONE POLE GUYED FOUR WAYS, 34.0 FEET SOUTH OF THE CENTER LINE OF
 CS1619'A ROAD PARALLELING THE TRACK AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER
 CS1619'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS1619'ABOUT 3 INCHES ABOVE GROUND.  NOTE-- THE TELEPHONE POLE GUYED 4 WAYS
 CS1619'IS GONE.  IT IS NOW 20 FEET NORTH OF A TELEPHONE POLE.  THE BENCH MARK
 CS1619'MAY BE REACH FROM THE JUNCTION OF U.S. HIGHWAY 377 AND THE ALEDO ROAD
 CS1619'IN BENBROOK, BY GOING 2.15 MILES ALONG THE BLACK TOP ROAD LEADING
 CS1619'NORTH THROUGH THE BENBROOK LUMBER COMPANY AREA THENCE WEST ALONG THE
 CS1619'TEXAS AND PACIFIC RAILROAD.
 CS1619
 CS1619                          STATION RECOVERY (1983)
 CS1619
 CS1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1619'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.5 KM (10.85
 CS1619'MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 CS1619'WITH SOUTH MAIN STREET IN FORT WORTH, 18.0 METERS (59.1 FT) SOUTHEAST
 CS1619'OF THE SOUTHEAST CORNER OF A BOX CULVERT, 16.6 METERS (54.5 FT) NORTH
 CS1619'OF THE NEAR RAIL, 11.0 METERS (36.1 FT) SOUTH OF THE CENTER OF A PAVED
 CS1619'ROAD AND 6.0 METERS (19.7 FT) NORTH OF A UTILITY POLE.
 CS1619'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CS1619'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS1619
 CS1619                          STATION RECOVERY (1989)
 CS1619
 CS1619'RECOVERY NOTE BY US POWER SQUADRON 1989 (JSB)
 CS1619'RECOVERED IN GOOD CONDITION.
 CS1619
 CS1619                          STATION RECOVERY (1996)
 CS1619
 CS1619'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1619'RECOVERED IN GOOD CONDITION.
 CS1619
 CS1619                          STATION RECOVERY (2004)
 CS1619
 CS1619'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1782 ***********************************************************************
 BY1782  DESIGNATION -  Q 405
 BY1782  PID         -  BY1782
 BY1782  STATE/COUNTY-  TX/HOUSTON
 BY1782  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1782
 BY1782                         *CURRENT SURVEY CONTROL
 BY1782  ___________________________________________________________________
 BY1782* NAD 83(1986)-  31 24 51.     (N)    095 39 36.     (W)     SCALED    
 BY1782* NAVD 88     -        61.90   (+/-2cm)     203.1    (feet)  VERTCON   
 BY1782  ___________________________________________________________________
 BY1782  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1782
 BY1782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1782
 BY1782.The horizontal coordinates were scaled from a topographic map and have
 BY1782.an estimated accuracy of +/- 6 seconds.
 BY1782
 BY1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1782.The vertical order pertains to the NGVD 29 superseded value.
 BY1782
 BY1782.The geoid height was determined by GEOID03.
 BY1782
 BY1782;                    North         East    Units  Estimated Accuracy
 BY1782;SPC TX C     - 3,203,050.    1,144,210.      MT  (+/- 180 meters Scaled)
 BY1782
 BY1782                          SUPERSEDED SURVEY CONTROL
 BY1782
 BY1782  NGVD 29 (??/??/92)   61.892  (m)          203.06   (f) ADJ UNCH    2 0
 BY1782
 BY1782.Superseded values are not recommended for survey control.
 BY1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1782.See file dsdata.txt to determine how the superseded data were derived.
 BY1782
 BY1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ471785(NAD 83)
 BY1782_MARKER: DB = BENCH MARK DISK
 BY1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1782_STAMPING: Q 405 1947
 BY1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1782+STABILITY: SURFACE MOTION
 BY1782
 BY1782  HISTORY     - Date     Condition        Report By
 BY1782  HISTORY     - 1947     MONUMENTED       CGS
 BY1782
 BY1782                          STATION DESCRIPTION
 BY1782
 BY1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1782'13.9 MI SW FROM GRAPELAND.
 BY1782'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1782'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY
 BY1782'13.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHWEST 0.3 MILE ALONG A
 BY1782'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 54 YARDS WEST OF
 BY1782'A NORTH-SOUTH FENCE LINE, 46.2 FEET WEST OF A FENCE CORNER, 34.6 FEET
 BY1782'SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 1.5 FEET
 BY1782'NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST. A
 BY1782'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1782'PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2169 ***********************************************************************
 BY2169  DESIGNATION -  Q 406
 BY2169  PID         -  BY2169
 BY2169  STATE/COUNTY-  TX/ANDERSON
 BY2169  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2169
 BY2169                         *CURRENT SURVEY CONTROL
 BY2169  ___________________________________________________________________
 BY2169* NAD 83(1986)-  31 39 36.     (N)    095 44 11.     (W)     SCALED    
 BY2169* NAVD 88     -        80.56   (+/-2cm)     264.3    (feet)  VERTCON   
 BY2169  ___________________________________________________________________
 BY2169  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BY2169
 BY2169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2169
 BY2169.The horizontal coordinates were scaled from a topographic map and have
 BY2169.an estimated accuracy of +/- 6 seconds.
 BY2169
 BY2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2169.The vertical order pertains to the NGVD 29 superseded value.
 BY2169
 BY2169.The geoid height was determined by GEOID03.
 BY2169
 BY2169;                    North         East    Units  Estimated Accuracy
 BY2169;SPC TX C     - 3,229,980.    1,135,830.      MT  (+/- 180 meters Scaled)
 BY2169
 BY2169                          SUPERSEDED SURVEY CONTROL
 BY2169
 BY2169  NGVD 29 (??/??/92)   80.539  (m)          264.24   (f) ADJ UNCH    2 0
 BY2169
 BY2169.Superseded values are not recommended for survey control.
 BY2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2169.See file dsdata.txt to determine how the superseded data were derived.
 BY2169
 BY2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR405060(NAD 83)
 BY2169_MARKER: DB = BENCH MARK DISK
 BY2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2169_STAMPING: Q 406 1947
 BY2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2169+STABILITY: SURFACE MOTION
 BY2169
 BY2169  HISTORY     - Date     Condition        Report By
 BY2169  HISTORY     - 1947     MONUMENTED       CGS
 BY2169
 BY2169                          STATION DESCRIPTION
 BY2169
 BY2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2169'10.5 MI W FROM ELKHART.
 BY2169'ABOUT 10.5 MILES WEST ALONG STATE HIGHWAY NO.294 FROM THE ELKHART
 BY2169'STATE BANK AT ELKHART, ABOUT 75 YARDS NORTHWEST OF AND ACROSS THE
 BY2169'HIGHWAY FROM AN OIL WELL, 53.0 FEET NORTH OF AND ABOUT 5.0 FEET HIGHER
 BY2169'THAN THE CENTER LINE OF THE HIGHWAY, 23.6 FEET EAST OF A TWELVE INCH
 BY2169'PINE TREE, 12.5 FEET SOUTH OF A FENCE AND 1.5 FEET EAST OF A 4 X 4 IN.
 BY2169'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY2169'POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1807 ***********************************************************************
 BY1807  DESIGNATION -  Q 407
 BY1807  PID         -  BY1807
 BY1807  STATE/COUNTY-  TX/HOUSTON
 BY1807  USGS QUAD   -  HAYS SPRING (1964)
 BY1807
 BY1807                         *CURRENT SURVEY CONTROL
 BY1807  ___________________________________________________________________
 BY1807* NAD 83(1986)-  31 23 20.     (N)    095 34 27.     (W)     SCALED    
 BY1807* NAVD 88     -       105.45   (+/-2cm)     346.0    (feet)  VERTCON   
 BY1807  ___________________________________________________________________
 BY1807  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY1807
 BY1807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1807
 BY1807.The horizontal coordinates were scaled from a topographic map and have
 BY1807.an estimated accuracy of +/- 6 seconds.
 BY1807
 BY1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1807.The vertical order pertains to the NGVD 29 superseded value.
 BY1807
 BY1807.The geoid height was determined by GEOID03.
 BY1807
 BY1807;                    North         East    Units  Estimated Accuracy
 BY1807;SPC TX C     - 3,200,600.    1,152,480.      MT  (+/- 180 meters Scaled)
 BY1807
 BY1807                          SUPERSEDED SURVEY CONTROL
 BY1807
 BY1807  NGVD 29 (??/??/92)  105.442  (m)          345.94   (f) ADJ UNCH    2 0
 BY1807
 BY1807.Superseded values are not recommended for survey control.
 BY1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1807.See file dsdata.txt to determine how the superseded data were derived.
 BY1807
 BY1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ552755(NAD 83)
 BY1807_MARKER: DB = BENCH MARK DISK
 BY1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1807_STAMPING: Q 407 1947
 BY1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1807+STABILITY: SURFACE MOTION
 BY1807
 BY1807  HISTORY     - Date     Condition        Report By
 BY1807  HISTORY     - 1947     MONUMENTED       CGS
 BY1807  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1807
 BY1807                          STATION DESCRIPTION
 BY1807
 BY1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1807'9.3 MI NW FROM CROCKETT.
 BY1807'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1807'HIGHWAY NO. 287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1807'NORTHWESTERLY 8.6 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1807'BENCH MARK IS 36.0 FEET SOUTH OF AND ABOUT 2.5 FEET HIGHER THAN THE
 BY1807'CENTER LINE OF THE ROAD, 8.6 FEET EAST OF A TEN INCH PINE TREE, 7.4
 BY1807'FEET WEST OF A SIX INCH OAK TREE AND 1.0 FOOT NORTHWEST OF A 4X4 IN.
 BY1807'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1807'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1807
 BY1807                          STATION RECOVERY (1964)
 BY1807
 BY1807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0437 ***********************************************************************
 CS0437  DESIGNATION -  Q 408
 CS0437  PID         -  CS0437
 CS0437  STATE/COUNTY-  TX/HENDERSON
 CS0437  USGS QUAD   -  STYX (1962)
 CS0437
 CS0437                         *CURRENT SURVEY CONTROL
 CS0437  ___________________________________________________________________
 CS0437* NAD 83(1986)-  32 19 18.     (N)    096 21 01.     (W)     SCALED    
 CS0437* NAVD 88     -        92.734  (meters)     304.24   (feet)  ADJUSTED  
 CS0437  ___________________________________________________________________
 CS0437  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0437  DYNAMIC HT  -          92.628 (meters)     303.90  (feet)  COMP
 CS0437  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CS0437
 CS0437  VERT ORDER  -  SECOND    CLASS 0
 CS0437
 CS0437.The horizontal coordinates were scaled from a topographic map and have
 CS0437.an estimated accuracy of +/- 6 seconds.
 CS0437
 CS0437.The orthometric height was determined by differential leveling
 CS0437.and adjusted by the National Geodetic Survey in June 1991..
 CS0437
 CS0437.The geoid height was determined by GEOID03.
 CS0437
 CS0437.The dynamic height is computed by dividing the NAVD 88
 CS0437.geopotential number by the normal gravity value computed on the
 CS0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0437.degrees latitude (g = 980.6199 gals.).
 CS0437
 CS0437.The modeled gravity was interpolated from observed gravity values.
 CS0437
 CS0437;                    North         East    Units  Estimated Accuracy
 CS0437;SPC TXNC     - 2,074,710.      802,400.      MT  (+/- 180 meters Scaled)
 CS0437
 CS0437                          SUPERSEDED SURVEY CONTROL
 CS0437
 CS0437  NGVD 29 (??/??/92)   92.741  (m)          304.27   (f) ADJ UNCH    2 0
 CS0437
 CS0437.Superseded values are not recommended for survey control.
 CS0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0437.See file dsdata.txt to determine how the superseded data were derived.
 CS0437
 CS0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA494791(NAD 83)
 CS0437_MARKER: DB = BENCH MARK DISK
 CS0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0437_STAMPING: Q 408 1947
 CS0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0437+STABILITY: SURFACE MOTION
 CS0437
 CS0437  HISTORY     - Date     Condition        Report By
 CS0437  HISTORY     - 1947     MONUMENTED       CGS
 CS0437
 CS0437                          STATION DESCRIPTION
 CS0437
 CS0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0437'3.4 MI SW FROM STYX.
 CS0437'TO REACH FROM THE SCHOOL AT STYX, PROCEED 1.7 MILE SOUTH ALONG A
 CS0437'GRAVEL AND DIRT ROAD TO A DIRT CROSS ROAD, THENCE 0.8 MILE WEST AND
 CS0437'0.2 MILE SOUTH ALONG A DIRT ROAD TO A PRIVATE ROAD LEADING WEST TO
 CS0437'E.V. MCGAHANS FARM HOUSE, THENCE 0.5 MILE SOUTHWEST ALONG A DIM ONE
 CS0437'TRACK PRIVATE ROAD WHICH LEADS TO THE TRINITY RIVER BOTTOM, BENCH MARK
 CS0437'IS ALONG THE RIGHT-OF-WAY OF THE OLD ABANDONED PORTER BLUFF ROAD, 0.6
 CS0437'MILE NORTHWEST OF THE BANK OF THE TRINITY RIVER, 90.0 FEET NORTHEAST
 CS0437'OF A FENCE ACROSS THE OLD ROAD, 48.5 FEET NORTH OF A TRIANGULAR BLAZE
 CS0437'ON A 2-FOOT OAK TREE, 27.0 FEET WEST OF A TRIANGULAR BLAZE ON AN
 CS0437'18-INCH ELM TREE, 27.0 FEET SOUTHEAST OF THE CENTER OF A DIM DIRT
 CS0437'ROAD, 3.0 FEET SOUTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST
 CS0437'PROJECTING 0.2 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 1.0 MILE
 CS0437'NORTHEAST, THENCE 1.9 MILE NORTH AND 3.7 MILES NORTHEAST ALONG COUNTY
 CS0437'DIRT ROADS AND 0.8 MILE NORTHEAST ALONG THE ABANDONED RIGHT-OF-WAY OF
 CS0437'THE OLD PORTER BLUFF ROAD FROM THE METHODIST CHURCH AT CHATFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2330 ***********************************************************************
 BY2330  DESIGNATION -  Q 409
 BY2330  PID         -  BY2330
 BY2330  STATE/COUNTY-  TX/FREESTONE
 BY2330  USGS QUAD   -  BUTLER (1964)
 BY2330
 BY2330                         *CURRENT SURVEY CONTROL
 BY2330  ___________________________________________________________________
 BY2330* NAD 83(1986)-  31 41 16.     (N)    095 53 35.     (W)     SCALED    
 BY2330* NAVD 88     -        76.194  (meters)     249.98   (feet)  ADJUSTED  
 BY2330  ___________________________________________________________________
 BY2330  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BY2330  DYNAMIC HT  -          76.102 (meters)     249.68  (feet)  COMP
 BY2330  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BY2330
 BY2330  VERT ORDER  -  SECOND    CLASS 0
 BY2330
 BY2330.The horizontal coordinates were scaled from a topographic map and have
 BY2330.an estimated accuracy of +/- 6 seconds.
 BY2330
 BY2330.The orthometric height was determined by differential leveling
 BY2330.and adjusted by the National Geodetic Survey in June 1991..
 BY2330
 BY2330.The geoid height was determined by GEOID03.
 BY2330
 BY2330.The dynamic height is computed by dividing the NAVD 88
 BY2330.geopotential number by the normal gravity value computed on the
 BY2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2330.degrees latitude (g = 980.6199 gals.).
 BY2330
 BY2330.The modeled gravity was interpolated from observed gravity values.
 BY2330
 BY2330;                    North         East    Units  Estimated Accuracy
 BY2330;SPC TX C     - 3,232,460.    1,120,860.      MT  (+/- 180 meters Scaled)
 BY2330
 BY2330                          SUPERSEDED SURVEY CONTROL
 BY2330
 BY2330  NGVD 29 (??/??/92)   76.179  (m)          249.93   (f) ADJ UNCH    2 0
 BY2330
 BY2330.Superseded values are not recommended for survey control.
 BY2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2330.See file dsdata.txt to determine how the superseded data were derived.
 BY2330
 BY2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR257094(NAD 83)
 BY2330_MARKER: DD = SURVEY DISK
 BY2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2330_STAMPING: Q 409 1947
 BY2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2330+STABILITY: SURFACE MOTION
 BY2330
 BY2330  HISTORY     - Date     Condition        Report By
 BY2330  HISTORY     - 1947     MONUMENTED       CGS
 BY2330
 BY2330                          STATION DESCRIPTION
 BY2330
 BY2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2330'6.2 MI NE FROM BUTLER.
 BY2330'2.8 MILES EAST ALONG U.S. HIGHWAY NO.84 AND 3.4 MILES NORTHWEST ALONG
 BY2330'A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER, 0.05
 BY2330'MILE NORTHWEST OF A WOODEN BRIDGE OVER GASTON BRANCH, 99.0 FEET
 BY2330'NORTHWEST OF A FENCE CORNER POST, 30.0 FEET SOUTHWEST OF THE CENTER OF
 BY2330'THE ROAD, 19.0 FEET SOUTHEAST OF A 2 FOOT OAK TREE, 3.5 FEET NORTHWEST
 BY2330'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FEET ABOVE THE
 BY2330'ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0341 ***********************************************************************
 BZ0341  DESIGNATION -  Q 410
 BZ0341  PID         -  BZ0341
 BZ0341  STATE/COUNTY-  TX/FREESTONE
 BZ0341  USGS QUAD   -  TURLINGTON (1982)
 BZ0341
 BZ0341                         *CURRENT SURVEY CONTROL
 BZ0341  ___________________________________________________________________
 BZ0341* NAD 83(1986)-  31 44 30.     (N)    096 02 35.     (W)     SCALED    
 BZ0341* NAVD 88     -       135.930  (meters)     445.96   (feet)  ADJUSTED  
 BZ0341  ___________________________________________________________________
 BZ0341  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BZ0341  DYNAMIC HT  -         135.766 (meters)     445.43  (feet)  COMP
 BZ0341  MODELED GRAV-     979,433.4   (mgal)                       NAVD 88
 BZ0341
 BZ0341  VERT ORDER  -  SECOND    CLASS 0
 BZ0341
 BZ0341.The horizontal coordinates were scaled from a topographic map and have
 BZ0341.an estimated accuracy of +/- 6 seconds.
 BZ0341
 BZ0341.The orthometric height was determined by differential leveling
 BZ0341.and adjusted by the National Geodetic Survey in June 1991..
 BZ0341
 BZ0341.The geoid height was determined by GEOID03.
 BZ0341
 BZ0341.The dynamic height is computed by dividing the NAVD 88
 BZ0341.geopotential number by the normal gravity value computed on the
 BZ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0341.degrees latitude (g = 980.6199 gals.).
 BZ0341
 BZ0341.The modeled gravity was interpolated from observed gravity values.
 BZ0341
 BZ0341;                    North         East    Units  Estimated Accuracy
 BZ0341;SPC TX C     - 3,237,870.    1,106,420.      MT  (+/- 180 meters Scaled)
 BZ0341
 BZ0341                          SUPERSEDED SURVEY CONTROL
 BZ0341
 BZ0341  NGVD 29 (??/??/92)  135.917  (m)          445.92   (f) ADJ UNCH    2 0
 BZ0341
 BZ0341.Superseded values are not recommended for survey control.
 BZ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0341.See file dsdata.txt to determine how the superseded data were derived.
 BZ0341
 BZ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA801156(NAD 83)
 BZ0341_MARKER: DB = BENCH MARK DISK
 BZ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0341_STAMPING: Q 410 1947
 BZ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0341+STABILITY: SURFACE MOTION
 BZ0341
 BZ0341  HISTORY     - Date     Condition        Report By
 BZ0341  HISTORY     - 1947     MONUMENTED       CGS
 BZ0341
 BZ0341                          STATION DESCRIPTION
 BZ0341
 BZ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0341'4.1 MI NE FROM TURLINGTON.
 BZ0341'TO REACH FROM THE TURLINGTON GROCERY STORE AT TURLINGTON, PROCEED 0.2
 BZ0341'MILE EAST ALONG U.S. HIGHWAY NO. 84, THENCE 3.9 NORTHEAST ALONG A DIRT
 BZ0341'ROAD, BENCH MARK IS 0.15 MILE EAST OF A SHARP TURN IN THE ROAD, 350.0
 BZ0341'FEET WEST OF A 6-FOOT IRON PIPE CULVERT UNDER THE ROAD, 31.0 FEET
 BZ0341'SOUTH OF THE CENTER OF THE ROAD, 20.5 FEET NORTH OF A 2 1/2-FOOT OAK
 BZ0341'TREE, 3.0 FEET WEST OF A REFERENCE POST, 1.2 FOOT NORTH OF THE SOUTH
 BZ0341'RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 BZ0341'THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0259 ***********************************************************************
 BZ0259  DESIGNATION -  Q 411
 BZ0259  PID         -  BZ0259
 BZ0259  STATE/COUNTY-  TX/NAVARRO
 BZ0259  USGS QUAD   -  STREETMAN (1982)
 BZ0259
 BZ0259                         *CURRENT SURVEY CONTROL
 BZ0259  ___________________________________________________________________
 BZ0259* NAD 83(1986)-  31 59 34.     (N)    096 15 25.     (W)     SCALED    
 BZ0259* NAVD 88     -       105.322  (meters)     345.54   (feet)  ADJUSTED  
 BZ0259  ___________________________________________________________________
 BZ0259  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 BZ0259  DYNAMIC HT  -         105.199 (meters)     345.14  (feet)  COMP
 BZ0259  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 BZ0259
 BZ0259  VERT ORDER  -  SECOND    CLASS 0
 BZ0259
 BZ0259.The horizontal coordinates were scaled from a topographic map and have
 BZ0259.an estimated accuracy of +/- 6 seconds.
 BZ0259
 BZ0259.The orthometric height was determined by differential leveling
 BZ0259.and adjusted by the National Geodetic Survey in June 1991..
 BZ0259
 BZ0259.The geoid height was determined by GEOID03.
 BZ0259
 BZ0259.The dynamic height is computed by dividing the NAVD 88
 BZ0259.geopotential number by the normal gravity value computed on the
 BZ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0259.degrees latitude (g = 980.6199 gals.).
 BZ0259
 BZ0259.The modeled gravity was interpolated from observed gravity values.
 BZ0259
 BZ0259;                    North         East    Units  Estimated Accuracy
 BZ0259;SPC TXNC     - 2,038,430.      811,960.      MT  (+/- 180 meters Scaled)
 BZ0259
 BZ0259                          SUPERSEDED SURVEY CONTROL
 BZ0259
 BZ0259  NGVD 29 (??/??/92)  105.318  (m)          345.53   (f) ADJ UNCH    2 0
 BZ0259
 BZ0259.Superseded values are not recommended for survey control.
 BZ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0259.See file dsdata.txt to determine how the superseded data were derived.
 BZ0259
 BZ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA591429(NAD 83)
 BZ0259_MARKER: DB = BENCH MARK DISK
 BZ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0259_STAMPING: Q 411 1947
 BZ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0259+STABILITY: SURFACE MOTION
 BZ0259
 BZ0259  HISTORY     - Date     Condition        Report By
 BZ0259  HISTORY     - 1947     MONUMENTED       CGS
 BZ0259  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0259
 BZ0259                          STATION DESCRIPTION
 BZ0259
 BZ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0259'3.5 MI SE FROM EUREKA.
 BZ0259'TO REACH FROM THE POST OFFICE AT EUREKA, PROCEED 2.7 MILES EAST ALONG
 BZ0259'U.S. HIGHWAY NO.287 TO A DIRT ROAD LEADING TOWARD WINKLER, THENCE 0.8
 BZ0259'MILE SOUTHWEST AND 0.15 MILE SOUTHEAST ALONG A DIRT ROAD, BENCH MARK
 BZ0259'IS 0.15 MILE SOUTHEAST OF A ROAD INTERSECTION, 140.0 FEET SOUTH OF AND
 BZ0259'ACROSS THE ROAD FROM AN R E A CO-OP POWER LINE POLE, 22.0 FEET
 BZ0259'SOUTHWEST OF THE CENTER OF THE ROAD, 3.0 FEET SOUTHWEST OF THE
 BZ0259'SOUTHWEST RIGHT-OF-WAY FENCE, 2.5 FEET NORTHWEST OF A REFERENCE POST,
 BZ0259'SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2
 BZ0259'FOOT.
 BZ0259
 BZ0259                          STATION RECOVERY (2002)
 BZ0259
 BZ0259'RECOVERY NOTE BY US POWER SQUADRON 2002 (KL)
 BZ0259'LAND OWNER CERTIFIES MARK IS ABOUT 18 FEET UNDER RICHLAND CHAMBERS
 BZ0259'LAKE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1341 ***********************************************************************
 BL1341  DESIGNATION -  Q 412
 BL1341  PID         -  BL1341
 BL1341  STATE/COUNTY-  TX/SAN JACINTO
 BL1341  USGS QUAD   -  BEAR CREEK (1976)
 BL1341
 BL1341                         *CURRENT SURVEY CONTROL
 BL1341  ___________________________________________________________________
 BL1341* NAD 83(1986)-  30 28 12.     (N)    095 11 16.     (W)     SCALED    
 BL1341* NAVD 88     -        85.44   (+/-2cm)     280.3    (feet)  VERTCON   
 BL1341  ___________________________________________________________________
 BL1341  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1341
 BL1341  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1341
 BL1341.The horizontal coordinates were scaled from a topographic map and have
 BL1341.an estimated accuracy of +/- 6 seconds.
 BL1341
 BL1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1341.The vertical order pertains to the NGVD 29 superseded value.
 BL1341
 BL1341.The geoid height was determined by GEOID03.
 BL1341
 BL1341;                    North         East    Units  Estimated Accuracy
 BL1341;SPC TX C     - 3,100,480.    1,193,910.      MT  (+/- 180 meters Scaled)
 BL1341
 BL1341                          SUPERSEDED SURVEY CONTROL
 BL1341
 BL1341  NGVD 29 (??/??/92)   85.441  (m)          280.32   (f) ADJ UNCH    2 0
 BL1341
 BL1341.Superseded values are not recommended for survey control.
 BL1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1341.See file dsdata.txt to determine how the superseded data were derived.
 BL1341
 BL1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP899729(NAD 83)
 BL1341_MARKER: DB = BENCH MARK DISK
 BL1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1341_STAMPING: Q 412 1947
 BL1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1341+STABILITY: SURFACE MOTION
 BL1341
 BL1341  HISTORY     - Date     Condition        Report By
 BL1341  HISTORY     - 1947     MONUMENTED       CGS
 BL1341
 BL1341                          STATION DESCRIPTION
 BL1341
 BL1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1341'7.3 MI S FROM EVERGREEN.
 BL1341'7.3 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1341'POST OFFICE AT EVERGREEN, 28.0 FEET SOUTHWEST OF AND 1.5 FEET HIGHER
 BL1341'THAN THE CENTER LINE OF THE HIGHWAY, 22.0 FEET NORTHWEST OF A 10 INCH
 BL1341'OAK TREE, 16.0 FEET SOUTHEAST OF A 12 INCH PINE TREE, 14.7 FEET NORTH
 BL1341'OF A TRIANGULAR BLAZED 12 INCH PINE TREE, 2.0 FEET NORTH OF A WITNESS
 BL1341'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BL1341'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0236 ***********************************************************************
 BZ0236  DESIGNATION -  Q 413
 BZ0236  PID         -  BZ0236
 BZ0236  STATE/COUNTY-  TX/FREESTONE
 BZ0236  USGS QUAD   -  STREETMAN (1982)
 BZ0236
 BZ0236                         *CURRENT SURVEY CONTROL
 BZ0236  ___________________________________________________________________
 BZ0236* NAD 83(1986)-  31 54 08.     (N)    096 18 50.     (W)     SCALED    
 BZ0236* NAVD 88     -       119.187  (meters)     391.03   (feet)  ADJUSTED  
 BZ0236  ___________________________________________________________________
 BZ0236  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0236  DYNAMIC HT  -         119.048 (meters)     390.58  (feet)  COMP
 BZ0236  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 BZ0236
 BZ0236  VERT ORDER  -  SECOND    CLASS 0
 BZ0236
 BZ0236.The horizontal coordinates were scaled from a topographic map and have
 BZ0236.an estimated accuracy of +/- 6 seconds.
 BZ0236
 BZ0236.The orthometric height was determined by differential leveling
 BZ0236.and adjusted by the National Geodetic Survey in June 1991..
 BZ0236
 BZ0236.The geoid height was determined by GEOID03.
 BZ0236
 BZ0236.The dynamic height is computed by dividing the NAVD 88
 BZ0236.geopotential number by the normal gravity value computed on the
 BZ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0236.degrees latitude (g = 980.6199 gals.).
 BZ0236
 BZ0236.The modeled gravity was interpolated from observed gravity values.
 BZ0236
 BZ0236;                    North         East    Units  Estimated Accuracy
 BZ0236;SPC TX C     - 3,254,700.    1,080,130.      MT  (+/- 180 meters Scaled)
 BZ0236
 BZ0236                          SUPERSEDED SURVEY CONTROL
 BZ0236
 BZ0236  NGVD 29 (??/??/92)  119.175  (m)          390.99   (f) ADJ UNCH    2 0
 BZ0236
 BZ0236.Superseded values are not recommended for survey control.
 BZ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0236.See file dsdata.txt to determine how the superseded data were derived.
 BZ0236
 BZ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA540327(NAD 83)
 BZ0236_MARKER: DB = BENCH MARK DISK
 BZ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0236_STAMPING: Q 413 1947
 BZ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0236+STABILITY: SURFACE MOTION
 BZ0236
 BZ0236  HISTORY     - Date     Condition        Report By
 BZ0236  HISTORY     - 1947     MONUMENTED       CGS
 BZ0236  HISTORY     - 1958     GOOD             USGS
 BZ0236  HISTORY     - 20020824 GOOD             USPSQD
 BZ0236
 BZ0236                          STATION DESCRIPTION
 BZ0236
 BZ0236'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BZ0236'2.6 MI NE FROM STREETMAN.
 BZ0236'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD OVERPASS OVER US 75
 BZ0236'AT STREETMAN, PROCEED 0.4 MILE EAST ALONG US 75, THENCE 2.2 MILES
 BZ0236'NORTHEAST ALONG FM 246.  BENCHMARK IS AT A FARMHOUSE 155 FEET
 BZ0236'NORTHEAST OF A CULVERT, DIRECTLY UNDER AND IN LINE WITH AN REA CO-OP
 BZ0236'POWER LINE, 43 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 27 FEET
 BZ0236'SOUTHWEST OF THE CENTER-OF A PRIVATE DRIVEWAY, 13 FEET SOUTH OF A
 BZ0236'FENCE CORNER POST, 2 FEET SOUTH OF A FENCE LINE, SET IN A CONCRETE
 BZ0236'POST ABOUT 1 FOOT LOWER THAN THE ROAD AND FLUSH WITH THE GROUND.
 BZ0236
 BZ0236                          STATION RECOVERY (2002)
 BZ0236
 BZ0236'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BZ0236'FM246 HAS BEEN CHANGED TO FM416
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1978 ***********************************************************************
 BY1978  DESIGNATION -  Q 414
 BY1978  PID         -  BY1978
 BY1978  STATE/COUNTY-  TX/HOUSTON
 BY1978  USGS QUAD   -  WELDON (1972)
 BY1978
 BY1978                         *CURRENT SURVEY CONTROL
 BY1978  ___________________________________________________________________
 BY1978* NAD 83(1986)-  31 06 25.     (N)    095 31 50.     (W)     SCALED    
 BY1978* NAVD 88     -       102.12   (+/-2cm)     335.0    (feet)  VERTCON   
 BY1978  ___________________________________________________________________
 BY1978  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1978
 BY1978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1978
 BY1978.The horizontal coordinates were scaled from a topographic map and have
 BY1978.an estimated accuracy of +/- 6 seconds.
 BY1978
 BY1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1978.The vertical order pertains to the NGVD 29 superseded value.
 BY1978
 BY1978.The geoid height was determined by GEOID03.
 BY1978
 BY1978;                    North         East    Units  Estimated Accuracy
 BY1978;SPC TX C     - 3,169,550.    1,157,980.      MT  (+/- 180 meters Scaled)
 BY1978
 BY1978                          SUPERSEDED SURVEY CONTROL
 BY1978
 BY1978  NGVD 29 (??/??/92)  102.133  (m)          335.08   (f) ADJ UNCH    2 0
 BY1978
 BY1978.Superseded values are not recommended for survey control.
 BY1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1978.See file dsdata.txt to determine how the superseded data were derived.
 BY1978
 BY1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ586442(NAD 83)
 BY1978_MARKER: DB = BENCH MARK DISK
 BY1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1978_STAMPING: Q 414 1947
 BY1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1978+STABILITY: SURFACE MOTION
 BY1978
 BY1978  HISTORY     - Date     Condition        Report By
 BY1978  HISTORY     - 1947     MONUMENTED       CGS
 BY1978
 BY1978                          STATION DESCRIPTION
 BY1978
 BY1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1978'3.3 MI S FROM POST OAK.
 BY1978'3.3 MILES SOUTH ALONG A DIRT ROAD WHICH LEADS TO WELDON FROM PEARSONS
 BY1978'CHAPEL SCHOOL AT POST OAK, AT THE TOP OF A PROMINENT HILL, 38.0 FEET
 BY1978'WEST OF THE CENTER OF THE MAIN ROAD, 19.0 FEET SOUTHEAST OF THE CENTER
 BY1978'OF A PRIVATE ROAD LEADING SOUTHWEST TO A FARM HOUSE, 11.0 FEET NORTH
 BY1978'OF A 2 1/2-FOOT LONE OAK TREE, 2.0 FEET SOUTH OF A REFERENCE POST, SET
 BY1978'IN A CONCRETE POST ABOUT 3 FEET ABOVE THE ROAD AND PROJECTING 0.2
 BY1978'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1690 ***********************************************************************
 BY1690  DESIGNATION -  Q 416 RESET 1954
 BY1690  PID         -  BY1690
 BY1690  STATE/COUNTY-  TX/LEON
 BY1690  USGS QUAD   -  CENTERVILLE (1964)
 BY1690
 BY1690                         *CURRENT SURVEY CONTROL
 BY1690  ___________________________________________________________________
 BY1690* NAD 83(1986)-  31 22 06.     (N)    095 58 10.     (W)     SCALED    
 BY1690* NAVD 88     -       130.65   (+/-2cm)     428.6    (feet)  VERTCON   
 BY1690  ___________________________________________________________________
 BY1690  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BY1690
 BY1690  VERT ORDER  -  THIRD (See Below)
 BY1690
 BY1690.The horizontal coordinates were scaled from a topographic map and have
 BY1690.an estimated accuracy of +/- 6 seconds.
 BY1690
 BY1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1690.The vertical order pertains to the NGVD 29 superseded value.
 BY1690
 BY1690.The geoid height was determined by GEOID03.
 BY1690
 BY1690;                    North         East    Units  Estimated Accuracy
 BY1690;SPC TX C     - 3,196,780.    1,115,010.      MT  (+/- 180 meters Scaled)
 BY1690
 BY1690                          SUPERSEDED SURVEY CONTROL
 BY1690
 BY1690  NGVD 29 (??/??/??)  130.62   (m)          428.5    (f) RESET       3  
 BY1690
 BY1690.Superseded values are not recommended for survey control.
 BY1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1690.See file dsdata.txt to determine how the superseded data were derived.
 BY1690
 BY1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ175742(NAD 83)
 BY1690_MARKER: DB = BENCH MARK DISK
 BY1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1690_STAMPING: Q 416 RESET 1954
 BY1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1690+STABILITY: SURFACE MOTION
 BY1690
 BY1690  HISTORY     - Date     Condition        Report By
 BY1690  HISTORY     - 1954     MONUMENTED       CGS
 BY1690
 BY1690                          STATION DESCRIPTION
 BY1690
 BY1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BY1690'9.9 MI SE FROM BUFFALO.
 BY1690'ABOUT 0.8 MILE WEST OF THE SITE OF THE OLD MIDWAY SCHOOL, IN THE
 BY1690'TIMBERED SAND HILLS, SOUTHEAST OF BUFFALO.  REACHED FROM BUFFALO BY
 BY1690'GOING SOUTH ON HIGHWAY NO. 75, 8.0 MILES.  THEN GO EAST ON
 BY1690'F.M.NO.1618, 01.9 MILES TO THE MARK ON THE LEFT OR NORTH.  A STANDARD
 BY1690'DISK STAMPED Q 416 RESET 1954 AND SET IN A CONCRETE MONUMENT WHICH
 BY1690'PROJECTS ABOUT 3 INCHES.  IT IS IN THE WEST SIDE OF THE ENTRANCE YARD
 BY1690'TO A GREY FARM HOUSE, 1 FOOT EAST OF THE WEST FENCE OF THE ENTRANCE
 BY1690'AREA, 10 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF HIGHWAY 1618
 BY1690'AND THE FENCE CORNER, 2 FEET SOUTH OF A 4 X 4 WITNESS POST AND ABOUT
 BY1690'50 YARDS SOUTH OF THE FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1738 ***********************************************************************
 BY1738  DESIGNATION -  Q 417
 BY1738  PID         -  BY1738
 BY1738  STATE/COUNTY-  TX/LEON
 BY1738  USGS QUAD   -  EUNICE (1964)
 BY1738
 BY1738                         *CURRENT SURVEY CONTROL
 BY1738  ___________________________________________________________________
 BY1738* NAD 83(1986)-  31 21 24.     (N)    095 52 07.     (W)     SCALED    
 BY1738* NAVD 88     -       150.02   (+/-2cm)     492.2    (feet)  VERTCON   
 BY1738  ___________________________________________________________________
 BY1738  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY1738
 BY1738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1738
 BY1738.The horizontal coordinates were scaled from a topographic map and have
 BY1738.an estimated accuracy of +/- 6 seconds.
 BY1738
 BY1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1738.The vertical order pertains to the NGVD 29 superseded value.
 BY1738
 BY1738.The geoid height was determined by GEOID03.
 BY1738
 BY1738;                    North         East    Units  Estimated Accuracy
 BY1738;SPC TX C     - 3,195,870.    1,124,650.      MT  (+/- 180 meters Scaled)
 BY1738
 BY1738                          SUPERSEDED SURVEY CONTROL
 BY1738
 BY1738  NGVD 29 (??/??/92)  149.992  (m)          492.10   (f) ADJ UNCH    2 0
 BY1738
 BY1738.Superseded values are not recommended for survey control.
 BY1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1738.See file dsdata.txt to determine how the superseded data were derived.
 BY1738
 BY1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ271726(NAD 83)
 BY1738_MARKER: DB = BENCH MARK DISK
 BY1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1738_STAMPING: Q 417 1947
 BY1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1738+STABILITY: SURFACE MOTION
 BY1738
 BY1738  HISTORY     - Date     Condition        Report By
 BY1738  HISTORY     - 1947     MONUMENTED       CGS
 BY1738
 BY1738                          STATION DESCRIPTION
 BY1738
 BY1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1738'2.6 MI SW FROM RUSSELL.
 BY1738'TO REACH FROM THE POST OFFICE AT RUSSELL GO SOUTHWEST 2.6 MILES ALONG
 BY1738'A DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE TOP OF A CLAY HILL
 BY1738'SLOPING TO THE SOUTH, 35.0 FEET EAST OF AN EIGHTEEN INCH OAK TREE,
 BY1738'28.0 FEET SOUTHEAST OF AND ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE
 BY1738'OF THE ROAD, 8.0 FEET SOUTH OF A TWELVE INCH HICKORY TREE AND 1.0 FOOT
 BY1738'SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BY1738'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0382 ***********************************************************************
 BZ0382  DESIGNATION -  Q 418
 BZ0382  PID         -  BZ0382
 BZ0382  STATE/COUNTY-  TX/LEON
 BZ0382  USGS QUAD   -  BUFFALO (1982)
 BZ0382
 BZ0382                         *CURRENT SURVEY CONTROL
 BZ0382  ___________________________________________________________________
 BZ0382* NAD 83(1986)-  31 26 26.     (N)    096 05 04.     (W)     SCALED    
 BZ0382* NAVD 88     -       118.835  (meters)     389.88   (feet)  ADJUSTED  
 BZ0382  ___________________________________________________________________
 BZ0382  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0382  DYNAMIC HT  -         118.689 (meters)     389.40  (feet)  COMP
 BZ0382  MODELED GRAV-     979,406.5   (mgal)                       NAVD 88
 BZ0382
 BZ0382  VERT ORDER  -  SECOND    CLASS 0
 BZ0382
 BZ0382.The horizontal coordinates were scaled from a topographic map and have
 BZ0382.an estimated accuracy of +/- 6 seconds.
 BZ0382
 BZ0382.The orthometric height was determined by differential leveling
 BZ0382.and adjusted by the National Geodetic Survey in June 1991..
 BZ0382
 BZ0382.The geoid height was determined by GEOID03.
 BZ0382
 BZ0382.The dynamic height is computed by dividing the NAVD 88
 BZ0382.geopotential number by the normal gravity value computed on the
 BZ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0382.degrees latitude (g = 980.6199 gals.).
 BZ0382
 BZ0382.The modeled gravity was interpolated from observed gravity values.
 BZ0382
 BZ0382;                    North         East    Units  Estimated Accuracy
 BZ0382;SPC TX C     - 3,204,360.    1,103,780.      MT  (+/- 180 meters Scaled)
 BZ0382
 BZ0382                          SUPERSEDED SURVEY CONTROL
 BZ0382
 BZ0382  NGVD 29 (??/??/92)  118.816  (m)          389.82   (f) ADJ UNCH    2 0
 BZ0382
 BZ0382.Superseded values are not recommended for survey control.
 BZ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0382.See file dsdata.txt to determine how the superseded data were derived.
 BZ0382
 BZ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV771821(NAD 83)
 BZ0382_MARKER: DB = BENCH MARK DISK
 BZ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0382_STAMPING: Q 418 1947
 BZ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0382+STABILITY: SURFACE MOTION
 BZ0382
 BZ0382  HISTORY     - Date     Condition        Report By
 BZ0382  HISTORY     - 1947     MONUMENTED       CGS
 BZ0382  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0382  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0382
 BZ0382                          STATION DESCRIPTION
 BZ0382
 BZ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0382'2.4 MI SW FROM BUFFALO.
 BZ0382'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 2.4 MILES ALONG
 BZ0382'U.S. HIGHWAY NO.79 TO SITE OF MARK, BENCH MARK IS AT THE SOUTH END OF
 BZ0382'A ROADSIDE PARK, 153.0 FEET SOUTHWEST OF A SMALL MONUMENT, 57.3 FEET
 BZ0382'NORTHEAST OF THE CENTER LINE OF THE SOUTH ENTRANCE DRIVE TO PARK, 53.8
 BZ0382'FEET NORTHWEST OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER LINE OF THE
 BZ0382'HIGHWAY AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BZ0382'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1
 BZ0382'INCH ABOVE GROUND.
 BZ0382
 BZ0382                          STATION RECOVERY (1965)
 BZ0382
 BZ0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0382'MARK NOT FOUND.
 BZ0382
 BZ0382                          STATION RECOVERY (1980)
 BZ0382
 BZ0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1746 ***********************************************************************
 BY1746  DESIGNATION -  Q 419
 BY1746  PID         -  BY1746
 BY1746  STATE/COUNTY-  TX/LEON
 BY1746  USGS QUAD   -  EUNICE (1964)
 BY1746
 BY1746                         *CURRENT SURVEY CONTROL
 BY1746  ___________________________________________________________________
 BY1746* NAD 83(1986)-  31 16 36.     (N)    095 50 34.     (W)     SCALED    
 BY1746* NAVD 88     -       121.46   (+/-2cm)     398.5    (feet)  VERTCON   
 BY1746  ___________________________________________________________________
 BY1746  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BY1746
 BY1746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1746
 BY1746.The horizontal coordinates were scaled from a topographic map and have
 BY1746.an estimated accuracy of +/- 6 seconds.
 BY1746
 BY1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1746.The vertical order pertains to the NGVD 29 superseded value.
 BY1746
 BY1746.The geoid height was determined by GEOID03.
 BY1746
 BY1746;                    North         East    Units  Estimated Accuracy
 BY1746;SPC TX C     - 3,187,110.    1,127,460.      MT  (+/- 180 meters Scaled)
 BY1746
 BY1746                          SUPERSEDED SURVEY CONTROL
 BY1746
 BY1746  NGVD 29 (??/??/92)  121.440  (m)          398.42   (f) ADJ UNCH    2 0
 BY1746
 BY1746.Superseded values are not recommended for survey control.
 BY1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1746.See file dsdata.txt to determine how the superseded data were derived.
 BY1746
 BY1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ293637(NAD 83)
 BY1746_MARKER: DB = BENCH MARK DISK
 BY1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1746_STAMPING: Q 419 1947
 BY1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1746+STABILITY: SURFACE MOTION
 BY1746
 BY1746  HISTORY     - Date     Condition        Report By
 BY1746  HISTORY     - 1947     MONUMENTED       CGS
 BY1746
 BY1746                          STATION DESCRIPTION
 BY1746
 BY1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1746'2.5 MI NW FROM CENTERVIEW.
 BY1746'TO REACH FROM THE CENTERVIEW HIGH SCHOOL AT CENTERVIEW GO NORTHWEST
 BY1746'2.5 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A
 BY1746'T INTERSECTION, 44.0 FEET SOUTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE
 BY1746'CENTER LINE OF THE ROAD LEADING WEST, 38.0 FEET SOUTHEAST OF A FENCE
 BY1746'CORNER, 36.0 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST -
 BY1746'NORTHWEST ROAD, 27.3 FEET NORTHWEST OF A THIRTYSIX INCH OAK TREE, 1.0
 BY1746'FOOT NORTHEAST OF A FENCE AND 1.0 FOOT NORTH OF A 4X4 IN. MARKER POST.
 BY1746'A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1746'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1886 ***********************************************************************
 BY1886  DESIGNATION -  Q 420
 BY1886  PID         -  BY1886
 BY1886  STATE/COUNTY-  TX/LEON
 BY1886  USGS QUAD   -  LEONA (1964)
 BY1886
 BY1886                         *CURRENT SURVEY CONTROL
 BY1886  ___________________________________________________________________
 BY1886* NAD 83(1986)-  31 09 04.     (N)    095 54 42.     (W)     SCALED    
 BY1886* NAVD 88     -        87.72   (+/-2cm)     287.8    (feet)  VERTCON   
 BY1886  ___________________________________________________________________
 BY1886  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY1886
 BY1886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1886
 BY1886.The horizontal coordinates were scaled from a topographic map and have
 BY1886.an estimated accuracy of +/- 6 seconds.
 BY1886
 BY1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1886.The vertical order pertains to the NGVD 29 superseded value.
 BY1886
 BY1886.The geoid height was determined by GEOID03.
 BY1886
 BY1886;                    North         East    Units  Estimated Accuracy
 BY1886;SPC TX C     - 3,172,940.    1,121,460.      MT  (+/- 180 meters Scaled)
 BY1886
 BY1886                          SUPERSEDED SURVEY CONTROL
 BY1886
 BY1886  NGVD 29 (??/??/92)   87.709  (m)          287.76   (f) ADJ UNCH    2 0
 BY1886
 BY1886.Superseded values are not recommended for survey control.
 BY1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1886.See file dsdata.txt to determine how the superseded data were derived.
 BY1886
 BY1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ224500(NAD 83)
 BY1886_MARKER: DB = BENCH MARK DISK
 BY1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1886_STAMPING: Q 420 1947
 BY1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1886+STABILITY: SURFACE MOTION
 BY1886
 BY1886  HISTORY     - Date     Condition        Report By
 BY1886  HISTORY     - 1947     MONUMENTED       CGS
 BY1886  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1886
 BY1886                          STATION DESCRIPTION
 BY1886
 BY1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1886'4.0 MI SW FROM MIDDLETON.
 BY1886'TO REACH FROM THE POST OFFICE AT MIDDLETON GO SOUTH 1.2 MILES ALONG A
 BY1886'GRADED DIRT ROAD, THENCE WESTERLY 2.8 MILES ALONG A GRADED DIRT ROAD
 BY1886'TO SITE OF MARK, BENCH MARK IS ABOUT 4.4 MILES EAST OF LEONA, ABOUT
 BY1886'0.1 MILE EAST OF A FARMHOUSE, 82.6 FEET WEST OF A FOURTEEN INCH OAK
 BY1886'TREE, 37.9 FEET EAST OF A LONE SIXTEEN INCH OAK TREE, 29.0 FEET SOUTH
 BY1886'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF
 BY1886'A FENCE AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY1886'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 BY1886'INCHES ABOVE GROUND.  A NEW BAR DITCH HAS BEEN CUT IN THE AREA AND THE
 BY1886'ROW FENCE EXTENDED FURTHER OUT.  THE TREES IN THE DESCRIPTION WERE
 BY1886'DESTROYED.  THE POST WAS NOT FOUND.
 BY1886
 BY1886                          STATION RECOVERY (1964)
 BY1886
 BY1886'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0303 ***********************************************************************
 BZ0303  DESIGNATION -  Q 421
 BZ0303  PID         -  BZ0303
 BZ0303  STATE/COUNTY-  TX/FREESTONE
 BZ0303  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0303
 BZ0303                         *CURRENT SURVEY CONTROL
 BZ0303  ___________________________________________________________________
 BZ0303* NAD 83(1986)-  31 54 55.     (N)    096 02 03.     (W)     SCALED    
 BZ0303* NAVD 88     -        76.056  (meters)     249.53   (feet)  ADJUSTED  
 BZ0303  ___________________________________________________________________
 BZ0303  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BZ0303  DYNAMIC HT  -          75.967 (meters)     249.24  (feet)  COMP
 BZ0303  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 BZ0303
 BZ0303  VERT ORDER  -  SECOND    CLASS 0
 BZ0303
 BZ0303.The horizontal coordinates were scaled from a topographic map and have
 BZ0303.an estimated accuracy of +/- 6 seconds.
 BZ0303
 BZ0303.The orthometric height was determined by differential leveling
 BZ0303.and adjusted by the National Geodetic Survey in June 1991..
 BZ0303
 BZ0303.The geoid height was determined by GEOID03.
 BZ0303
 BZ0303.The dynamic height is computed by dividing the NAVD 88
 BZ0303.geopotential number by the normal gravity value computed on the
 BZ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0303.degrees latitude (g = 980.6199 gals.).
 BZ0303
 BZ0303.The modeled gravity was interpolated from observed gravity values.
 BZ0303
 BZ0303;                    North         East    Units  Estimated Accuracy
 BZ0303;SPC TX C     - 3,257,140.    1,106,520.      MT  (+/- 180 meters Scaled)
 BZ0303
 BZ0303                          SUPERSEDED SURVEY CONTROL
 BZ0303
 BZ0303  NGVD 29 (??/??/92)   76.054  (m)          249.52   (f) ADJ UNCH    2 0
 BZ0303
 BZ0303.Superseded values are not recommended for survey control.
 BZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0303.See file dsdata.txt to determine how the superseded data were derived.
 BZ0303
 BZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA804348(NAD 83)
 BZ0303_MARKER: DB = BENCH MARK DISK
 BZ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0303_STAMPING: Q 421 1947
 BZ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0303+STABILITY: SURFACE MOTION
 BZ0303
 BZ0303  HISTORY     - Date     Condition        Report By
 BZ0303  HISTORY     - 1947     MONUMENTED       CGS
 BZ0303
 BZ0303                          STATION DESCRIPTION
 BZ0303
 BZ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0303'6.3 MI N FROM YOUNG.
 BZ0303'6.3 MILES NORTH ALONG A DIRT ROAD FROM THE GENERAL STORE AT YOUNG, 2.9
 BZ0303'MILES NORTHEAST ALONG A DIRT ROAD FROM THE AMERADA OIL COMPANY
 BZ0303'HEADQUARTERS, 0.3 MILE WEST OF WHAT IS LOCALLY KNOWN AS THE HIGH RIDGE
 BZ0303'(A LARGE PROMINENT SAND HILL IN THE TEHUACANA CREEK AND THE TRINITY
 BZ0303'RIVER BOTTOMS), 90.0 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF
 BZ0303'THE MAIN ROAD AND THE LINDSEY SLOUGH ROAD (A DIM ONE TRACK ROAD
 BZ0303'LEADING WEST), 32.0 FEET SOUTHEAST OF THE CENTER OF THE MAIN ROAD, 2.0
 BZ0303'FEET NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 BZ0303'FEET BELOW THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0696 ***********************************************************************
 CS0696  DESIGNATION -  Q 422
 CS0696  PID         -  CS0696
 CS0696  STATE/COUNTY-  TX/NAVARRO
 CS0696  USGS QUAD   -  GOODLOW PARK (1978)
 CS0696
 CS0696                         *CURRENT SURVEY CONTROL
 CS0696  ___________________________________________________________________
 CS0696* NAD 83(1986)-  32 04 39.     (N)    096 08 56.     (W)     SCALED    
 CS0696* NAVD 88     -       100.760  (meters)     330.58   (feet)  ADJUSTED  
 CS0696  ___________________________________________________________________
 CS0696  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0696  DYNAMIC HT  -         100.643 (meters)     330.19  (feet)  COMP
 CS0696  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 CS0696
 CS0696  VERT ORDER  -  SECOND    CLASS 0
 CS0696
 CS0696.The horizontal coordinates were scaled from a topographic map and have
 CS0696.an estimated accuracy of +/- 6 seconds.
 CS0696
 CS0696.The orthometric height was determined by differential leveling
 CS0696.and adjusted by the National Geodetic Survey in June 1991..
 CS0696
 CS0696.The geoid height was determined by GEOID03.
 CS0696
 CS0696.The dynamic height is computed by dividing the NAVD 88
 CS0696.geopotential number by the normal gravity value computed on the
 CS0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0696.degrees latitude (g = 980.6199 gals.).
 CS0696
 CS0696.The modeled gravity was interpolated from observed gravity values.
 CS0696
 CS0696;                    North         East    Units  Estimated Accuracy
 CS0696;SPC TXNC     - 2,048,040.      821,960.      MT  (+/- 180 meters Scaled)
 CS0696
 CS0696                          SUPERSEDED SURVEY CONTROL
 CS0696
 CS0696  NGVD 29 (??/??/92)  100.763  (m)          330.59   (f) ADJ UNCH    2 0
 CS0696
 CS0696.Superseded values are not recommended for survey control.
 CS0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0696.See file dsdata.txt to determine how the superseded data were derived.
 CS0696
 CS0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA691525(NAD 83)
 CS0696_MARKER: DB = BENCH MARK DISK
 CS0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0696_STAMPING: Q 422 1947
 CS0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0696+STABILITY: SURFACE MOTION
 CS0696
 CS0696  HISTORY     - Date     Condition        Report By
 CS0696  HISTORY     - 1947     MONUMENTED       CGS
 CS0696
 CS0696                          STATION DESCRIPTION
 CS0696
 CS0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0696'2.9 MI NW FROM RURAL SHADE.
 CS0696'TO REACH FROM THE RURAL SHADE ELEMENTARY SCHOOL GO 0.4 OF A MILE
 CS0696'NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 2.5 MILES NORTHWEST ALONG A
 CS0696'GRADED DIRT ROAD TO THE SITE OF THE BENCH MARK.  THE BENCH MARK IS 56
 CS0696'YARDS NORTHEAST OF A 2 FOOT OAK TREE, 158 FEET WEST OF THE WEST CORNER
 CS0696'OF A FARMHOUSE,57 FEET WEST OF THE WEST CORNER OF A CORRAL, 23 FEET
 CS0696'SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 3 FEET
 CS0696'SOUTHWEST OF A FENCE, AND 2 FEET NORTHWEST OF A 4X4 MARKER POST.  A
 CS0696'BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTING 2 INCHES
 CS0696'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0817 ***********************************************************************
 GL0817  DESIGNATION -  Q 423
 GL0817  PID         -  GL0817
 GL0817  STATE/COUNTY-  TX/DALLAM
 GL0817  USGS QUAD   -  SEDAN NE (1970)
 GL0817
 GL0817                         *CURRENT SURVEY CONTROL
 GL0817  ___________________________________________________________________
 GL0817* NAD 83(1986)-  36 08 37.     (N)    103 02 26.     (W)     SCALED    
 GL0817* NAVD 88     -      1372.343  (meters)    4502.43   (feet)  ADJUSTED  
 GL0817  ___________________________________________________________________
 GL0817  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 GL0817  DYNAMIC HT  -        1370.716 (meters)    4497.09  (feet)  COMP
 GL0817  MODELED GRAV-     979,399.6   (mgal)                       NAVD 88
 GL0817
 GL0817  VERT ORDER  -  SECOND    CLASS 0
 GL0817
 GL0817.The horizontal coordinates were scaled from a topographic map and have
 GL0817.an estimated accuracy of +/- 6 seconds.
 GL0817
 GL0817.The orthometric height was determined by differential leveling
 GL0817.and adjusted by the National Geodetic Survey in June 1991..
 GL0817
 GL0817.The geoid height was determined by GEOID03.
 GL0817
 GL0817.The dynamic height is computed by dividing the NAVD 88
 GL0817.geopotential number by the normal gravity value computed on the
 GL0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0817.degrees latitude (g = 980.6199 gals.).
 GL0817
 GL0817.The modeled gravity was interpolated from observed gravity values.
 GL0817
 GL0817;                    North         East    Units  Estimated Accuracy
 GL0817;SPC TX N     - 1,238,890.       61,360.      MT  (+/- 180 meters Scaled)
 GL0817
 GL0817                          SUPERSEDED SURVEY CONTROL
 GL0817
 GL0817  NGVD 29 (??/??/92) 1371.673  (m)         4500.23   (f) ADJ UNCH    2 0
 GL0817
 GL0817.Superseded values are not recommended for survey control.
 GL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0817.See file dsdata.txt to determine how the superseded data were derived.
 GL0817
 GL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA762016(NAD 83)
 GL0817_MARKER: DB = BENCH MARK DISK
 GL0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0817_SP_SET: CULVERT
 GL0817_STAMPING: Q 423 1955
 GL0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0817
 GL0817  HISTORY     - Date     Condition        Report By
 GL0817  HISTORY     - 1955     MONUMENTED       CGS
 GL0817  HISTORY     - 20050806 MARK NOT FOUND   USPSQD
 GL0817
 GL0817                          STATION DESCRIPTION
 GL0817
 GL0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0817'16.8 MI S FROM TEXLINE.
 GL0817'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0817'CITY RAILROAD STATION AT TEXLINE, AT A JUNCTION WITH STATE HIGHWAY
 GL0817'102, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 103 FEET
 GL0817'SOUTHEAST OF THE CENTER OF A JUNCTION OF THE FARM ROAD AND A DIRT ROAD
 GL0817'LEADING SOUTH, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GL0817'HEADWALL OF A 30 INCH PIPE CULVERT UNDER THE HIGHWAY.
 GL0817
 GL0817                          STATION RECOVERY (2005)
 GL0817
 GL0817'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0817'OLD CONCRETE HEADWALL FOR THE CULVERT IS GONE.  THERE IS A NEW TYPE OF
 GL0817'CULVERT HERE.
 GL0817' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0043 ***********************************************************************
 EN0043  DESIGNATION -  Q 425 RESET 1937
 EN0043  PID         -  EN0043
 EN0043  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0043  USGS QUAD   -  WELLINGTON NW (1982)
 EN0043
 EN0043                         *CURRENT SURVEY CONTROL
 EN0043  ___________________________________________________________________
 EN0043* NAD 83(1986)-  34 53 32.     (N)    100 14 54.     (W)     SCALED    
 EN0043* NAVD 88     -       657.15   (+/-2cm)    2156.0    (feet)  VERTCON   
 EN0043  ___________________________________________________________________
 EN0043  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EN0043
 EN0043  VERT ORDER  -  THIRD (See Below)
 EN0043
 EN0043.The horizontal coordinates were scaled from a topographic map and have
 EN0043.an estimated accuracy of +/- 6 seconds.
 EN0043
 EN0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0043.The vertical order pertains to the NGVD 29 superseded value.
 EN0043
 EN0043.The geoid height was determined by GEOID03.
 EN0043
 EN0043;                    North         East    Units  Estimated Accuracy
 EN0043;SPC TX N     - 1,099,710.      314,400.      MT  (+/- 180 meters Scaled)
 EN0043
 EN0043                          SUPERSEDED SURVEY CONTROL
 EN0043
 EN0043  NGVD 29 (01/29/03)  656.84   (m)         2155.0    (f) RESET       3  
 EN0043
 EN0043.Superseded values are not recommended for survey control.
 EN0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0043.See file dsdata.txt to determine how the superseded data were derived.
 EN0043
 EN0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD859618(NAD 83)
 EN0043_MARKER: DB = BENCH MARK DISK
 EN0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0043_STAMPING: Q 425 RESET 1937
 EN0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0043+STABILITY: SURFACE MOTION
 EN0043
 EN0043  HISTORY     - Date     Condition        Report By
 EN0043  HISTORY     - 1937     MONUMENTED       TXHD
 EN0043  HISTORY     - 1959     MARK NOT FOUND   NGS
 EN0043
 EN0043                          STATION DESCRIPTION
 EN0043
 EN0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EN0043'4.4 MI NW FROM WELLINGTON.
 EN0043'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 203 FROM THE COUNTY COURTHOUSE
 EN0043'AT WELLINGTON, COLLINGSWORTH COUNTY, 200 YARDS SOUTH OF A WHITE HOUSE,
 EN0043'100 FEET EAST OF AN EAST GATEPOST, 50 FEET SOUTH OF THE CENTERLINE OF
 EN0043'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0208 ***********************************************************************
 FL0208  DESIGNATION -  Q 426
 FL0208  PID         -  FL0208
 FL0208  STATE/COUNTY-  TX/COLLINGSWORTH
 FL0208  USGS QUAD   -  LUTIE (1964)
 FL0208
 FL0208                         *CURRENT SURVEY CONTROL
 FL0208  ___________________________________________________________________
 FL0208* NAD 83(1986)-  35 06 42.     (N)    100 14 16.     (W)     SCALED    
 FL0208* NAVD 88     -       689.597  (meters)    2262.45   (feet)  ADJUSTED  
 FL0208  ___________________________________________________________________
 FL0208  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL0208  DYNAMIC HT  -         688.872 (meters)    2260.07  (feet)  COMP
 FL0208  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 FL0208
 FL0208  VERT ORDER  -  SECOND    CLASS 0
 FL0208
 FL0208.The horizontal coordinates were scaled from a topographic map and have
 FL0208.an estimated accuracy of +/- 6 seconds.
 FL0208
 FL0208.The orthometric height was determined by differential leveling
 FL0208.and adjusted by the National Geodetic Survey in June 1991..
 FL0208
 FL0208.The geoid height was determined by GEOID03.
 FL0208
 FL0208.The dynamic height is computed by dividing the NAVD 88
 FL0208.geopotential number by the normal gravity value computed on the
 FL0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0208.degrees latitude (g = 980.6199 gals.).
 FL0208
 FL0208.The modeled gravity was interpolated from observed gravity values.
 FL0208
 FL0208;                    North         East    Units  Estimated Accuracy
 FL0208;SPC TX N     - 1,124,060.      315,060.      MT  (+/- 180 meters Scaled)
 FL0208
 FL0208                          SUPERSEDED SURVEY CONTROL
 FL0208
 FL0208  NGVD 29 (??/??/92)  689.314  (m)         2261.52   (f) ADJ UNCH    2 0
 FL0208
 FL0208.Superseded values are not recommended for survey control.
 FL0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0208.See file dsdata.txt to determine how the superseded data were derived.
 FL0208
 FL0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD872861(NAD 83)
 FL0208_MARKER: DB = BENCH MARK DISK
 FL0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0208_STAMPING: Q-426 1934
 FL0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0208+STABILITY: SURFACE MOTION
 FL0208
 FL0208  HISTORY     - Date     Condition        Report By
 FL0208  HISTORY     - 1934     MONUMENTED       CGS
 FL0208  HISTORY     - 1964     MARK NOT FOUND   USGS
 FL0208
 FL0208                          STATION DESCRIPTION
 FL0208
 FL0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0208'6.2 MI N FROM LUTIE.
 FL0208'6.2 MI. N. OF ALONG U.S. NO. 83.  (7.4 MI. S. OF SHAMROCK) ABOUT 100
 FL0208'YDS. N. OF CONC. CULVERT, 80 FT. S. OF S. END OF A CUT, 51 FT. W.
 FL0208'CENTER LINE OF HWY., AND 2 FT. E. OF FENCE LINE.  NOTE-- RD. CONSTR.
 FL0208'IN AREA.
 FL0208
 FL0208                          STATION RECOVERY (1964)
 FL0208
 FL0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FL0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0087 ***********************************************************************
 EN0087  DESIGNATION -  Q 427
 EN0087  PID         -  EN0087
 EN0087  STATE/COUNTY-  TX/CHILDRESS
 EN0087  USGS QUAD   -  CHILDRESS (1981)
 EN0087
 EN0087                         *CURRENT SURVEY CONTROL
 EN0087  ___________________________________________________________________
 EN0087* NAD 83(1986)-  34 26 05.     (N)    100 13 32.     (W)     SCALED    
 EN0087* NAVD 88     -       585.810  (meters)    1921.94   (feet)  ADJUSTED  
 EN0087  ___________________________________________________________________
 EN0087  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EN0087  DYNAMIC HT  -         585.140 (meters)    1919.75  (feet)  COMP
 EN0087  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 EN0087
 EN0087  VERT ORDER  -  SECOND    CLASS 0
 EN0087
 EN0087.The horizontal coordinates were scaled from a topographic map and have
 EN0087.an estimated accuracy of +/- 6 seconds.
 EN0087
 EN0087.The orthometric height was determined by differential leveling
 EN0087.and adjusted by the National Geodetic Survey in June 1991..
 EN0087
 EN0087.The geoid height was determined by GEOID03.
 EN0087
 EN0087.The dynamic height is computed by dividing the NAVD 88
 EN0087.geopotential number by the normal gravity value computed on the
 EN0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0087.degrees latitude (g = 980.6199 gals.).
 EN0087
 EN0087.The modeled gravity was interpolated from observed gravity values.
 EN0087
 EN0087;                    North         East    Units  Estimated Accuracy
 EN0087;SPC TX N     - 1,048,980.      317,140.      MT  (+/- 180 meters Scaled)
 EN0087
 EN0087                          SUPERSEDED SURVEY CONTROL
 EN0087
 EN0087  NGVD 29 (??/??/92)  585.522  (m)         1921.00   (f) ADJ UNCH    2 0
 EN0087
 EN0087.Superseded values are not recommended for survey control.
 EN0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0087.See file dsdata.txt to determine how the superseded data were derived.
 EN0087
 EN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD873110(NAD 83)
 EN0087_MARKER: DB = BENCH MARK DISK
 EN0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0087_STAMPING: Q 427 1934
 EN0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0087+STABILITY: SURFACE MOTION
 EN0087
 EN0087  HISTORY     - Date     Condition        Report By
 EN0087  HISTORY     - 1934     MONUMENTED       CGS
 EN0087  HISTORY     - 1953     GOOD             NGS
 EN0087  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0087  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0087
 EN0087                          STATION DESCRIPTION
 EN0087
 EN0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EN0087'IN CHILDRESS.
 EN0087'AT CHILDRESS, 150 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF U.S.
 EN0087'HIGHWAYS 83 AND 287, 85 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 EN0087'GULF SERVICE STATION, 53 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 EN0087'83, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EN0087'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EN0087
 EN0087                          STATION RECOVERY (1968)
 EN0087
 EN0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0087'MARK NOT FOUND.
 EN0087
 EN0087                          STATION RECOVERY (1984)
 EN0087
 EN0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0210 ***********************************************************************
 EN0210  DESIGNATION -  Q 428
 EN0210  PID         -  EN0210
 EN0210  STATE/COUNTY-  TX/DONLEY
 EN0210  USGS QUAD   -  CLARENDON SW (1963)
 EN0210
 EN0210                         *CURRENT SURVEY CONTROL
 EN0210  ___________________________________________________________________
 EN0210* NAD 83(1986)-  34 50 50.     (N)    100 52 43.     (W)     SCALED    
 EN0210* NAVD 88     -       861.954  (meters)    2827.93   (feet)  ADJUSTED  
 EN0210  ___________________________________________________________________
 EN0210  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EN0210  DYNAMIC HT  -         860.948 (meters)    2824.63  (feet)  COMP
 EN0210  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 EN0210
 EN0210  VERT ORDER  -  SECOND    CLASS 0
 EN0210
 EN0210.The horizontal coordinates were scaled from a topographic map and have
 EN0210.an estimated accuracy of +/- 6 seconds.
 EN0210
 EN0210.The orthometric height was determined by differential leveling
 EN0210.and adjusted by the National Geodetic Survey in June 1991..
 EN0210
 EN0210.The geoid height was determined by GEOID03.
 EN0210
 EN0210.The dynamic height is computed by dividing the NAVD 88
 EN0210.geopotential number by the normal gravity value computed on the
 EN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0210.degrees latitude (g = 980.6199 gals.).
 EN0210
 EN0210.The modeled gravity was interpolated from observed gravity values.
 EN0210
 EN0210;                    North         East    Units  Estimated Accuracy
 EN0210;SPC TX N     - 1,094,170.      256,830.      MT  (+/- 180 meters Scaled)
 EN0210
 EN0210                          SUPERSEDED SURVEY CONTROL
 EN0210
 EN0210  NGVD 29 (??/??/92)  861.548  (m)         2826.60   (f) ADJ UNCH    2 0
 EN0210
 EN0210.Superseded values are not recommended for survey control.
 EN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0210.See file dsdata.txt to determine how the superseded data were derived.
 EN0210
 EN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD282577(NAD 83)
 EN0210_MARKER: DB = BENCH MARK DISK
 EN0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0210_STAMPING: Q-428 1934
 EN0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0210+STABILITY: SURFACE MOTION
 EN0210
 EN0210  HISTORY     - Date     Condition        Report By
 EN0210  HISTORY     - 1934     MONUMENTED       CGS
 EN0210
 EN0210                          STATION DESCRIPTION
 EN0210
 EN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0210'7.3 MI S FROM CLARENDON.
 EN0210'7.3 MI. S. ALONG CLARENDON-QUITAQUE ROAD.  ABOUT 100 YDS. N. OF A
 EN0210'STUCCO RANCH HOUSE, 2 FT. N.E. OF A T FENCE CORNER, AND 30 FT. E. OF
 EN0210'THE CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0230 ***********************************************************************
 EO0230  DESIGNATION -  Q 429 RESET 1946
 EO0230  PID         -  EO0230
 EO0230  STATE/COUNTY-  TX/PARMER
 EO0230  USGS QUAD   -  PARMERTON (1965)
 EO0230
 EO0230                         *CURRENT SURVEY CONTROL
 EO0230  ___________________________________________________________________
 EO0230* NAD 83(1986)-  34 31 30.     (N)    102 47 10.     (W)     SCALED    
 EO0230* NAVD 88     -      1237.280  (meters)    4059.31   (feet)  ADJUSTED  
 EO0230  ___________________________________________________________________
 EO0230  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 EO0230  DYNAMIC HT  -        1235.672 (meters)    4054.03  (feet)  COMP
 EO0230  MODELED GRAV-     979,293.4   (mgal)                       NAVD 88
 EO0230
 EO0230  VERT ORDER  -  FIRST     CLASS II
 EO0230
 EO0230.The horizontal coordinates were scaled from a topographic map and have
 EO0230.an estimated accuracy of +/- 6 seconds.
 EO0230
 EO0230.The orthometric height was determined by differential leveling
 EO0230.and adjusted by the National Geodetic Survey in June 1991..
 EO0230
 EO0230.The geoid height was determined by GEOID03.
 EO0230
 EO0230.The dynamic height is computed by dividing the NAVD 88
 EO0230.geopotential number by the normal gravity value computed on the
 EO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0230.degrees latitude (g = 980.6199 gals.).
 EO0230
 EO0230.The modeled gravity was interpolated from observed gravity values.
 EO0230
 EO0230;                    North         East    Units  Estimated Accuracy
 EO0230;SPC TX N     - 1,059,010.       81,920.      MT  (+/- 180 meters Scaled)
 EO0230
 EO0230                          SUPERSEDED SURVEY CONTROL
 EO0230
 EO0230  NGVD 29 (??/??/92) 1236.731  (m)         4057.51   (f) ADJ UNCH    1 2
 EO0230
 EO0230.Superseded values are not recommended for survey control.
 EO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0230.See file dsdata.txt to determine how the superseded data were derived.
 EO0230
 EO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU032225(NAD 83)
 EO0230_MARKER: DB = BENCH MARK DISK
 EO0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0230_STAMPING: Q 429 RESET 1946
 EO0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0230+STABILITY: SURFACE MOTION
 EO0230
 EO0230  HISTORY     - Date     Condition        Report By
 EO0230  HISTORY     - 1946     MONUMENTED       CGS
 EO0230  HISTORY     - 1958     GOOD             NGS
 EO0230  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0230
 EO0230                          STATION DESCRIPTION
 EO0230
 EO0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0230'6.5 MI E FROM BOVINA.
 EO0230'ABOUT 0.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0230'FROM THE STATION AT BOVINA, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG
 EO0230'FARM ROAD 1731, THENCE ABOUT 5.65 MILES EAST ALONG STATE HIGHWAY 86,
 EO0230'60 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 90 YARDS
 EO0230'SOUTH-SOUTHWEST OF A SMALL STUCCO HOUSE, 47 FEET WEST OF THE CENTER
 EO0230'LINE OF A PRIVATE DRIVEWAY, 1 1/2 FEET EAST OF A METAL WITNESS POST,
 EO0230'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 EO0230'CONCRETE POST FLUSH WITH THE GROUND.
 EO0230
 EO0230                          STATION RECOVERY (1984)
 EO0230
 EO0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0120 ***********************************************************************
 AB0120  DESIGNATION -  Q 43
 AB0120  PID         -  AB0120
 AB0120  STATE/COUNTY-  TX/CAMERON
 AB0120  USGS QUAD   -  SOUTHMOST (1955)
 AB0120
 AB0120                         *CURRENT SURVEY CONTROL
 AB0120  ___________________________________________________________________
 AB0120* NAD 83(1986)-  25 51 55.     (N)    097 24 06.     (W)     SCALED    
 AB0120* NAVD 88     -         6.254  (meters)      20.52   (feet)  ADJUSTED  
 AB0120  ___________________________________________________________________
 AB0120  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 AB0120  DYNAMIC HT  -           6.244 (meters)      20.49  (feet)  COMP
 AB0120  MODELED GRAV-     979,034.8   (mgal)                       NAVD 88
 AB0120
 AB0120  VERT ORDER  -  SECOND    CLASS 0
 AB0120
 AB0120.The horizontal coordinates were scaled from a topographic map and have
 AB0120.an estimated accuracy of +/- 6 seconds.
 AB0120
 AB0120.The orthometric height was determined by differential leveling
 AB0120.and adjusted by the National Geodetic Survey in June 1991..
 AB0120
 AB0120.The geoid height was determined by GEOID03.
 AB0120
 AB0120.The dynamic height is computed by dividing the NAVD 88
 AB0120.geopotential number by the normal gravity value computed on the
 AB0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0120.degrees latitude (g = 980.6199 gals.).
 AB0120
 AB0120.The modeled gravity was interpolated from observed gravity values.
 AB0120
 AB0120;                    North         East    Units  Estimated Accuracy
 AB0120;SPC TX S     - 5,022,490.      410,100.      MT  (+/- 180 meters Scaled)
 AB0120
 AB0120                          SUPERSEDED SURVEY CONTROL
 AB0120
 AB0120  NGVD 29 (??/??/92)    6.346  (m)           20.82   (f) ADJ UNCH    2 0
 AB0120
 AB0120.Superseded values are not recommended for survey control.
 AB0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0120.See file dsdata.txt to determine how the superseded data were derived.
 AB0120
 AB0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP601617(NAD 83)
 AB0120_MARKER: DD = SURVEY DISK
 AB0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0120_SP_SET: CULVERT
 AB0120_STAMPING: Q 43
 AB0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0120
 AB0120  HISTORY     - Date     Condition        Report By
 AB0120  HISTORY     - UNK      MONUMENTED
 AB0120  HISTORY     - 1950     GOOD             NGS
 AB0120
 AB0120                          STATION DESCRIPTION
 AB0120
 AB0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0120'8.2 MI SE FROM BROWNSVILLE.
 AB0120'FROM THE N. END OF THE GATEWAY BRIDGE IN BROWNSVILLE, GO NE. ON STATE
 AB0120'HIGHWAY 4 (E 14TH STREET) FOR 1.4 MILES TO INTERSECTION OF SOUTHMOST
 AB0120'ROAD, TURN SE. (RIGHT) ON SOUTHMOST ROAD AND GO 6.8 MILES TO A
 AB0120'CONCRETE CULVERT AND SITE OF MARK.  BENCH MARK IS SET HORIZONTALLY IN
 AB0120'THE CENTER OF THE TOP OF THE N. HEADWALL OF THE CONCRETE CULVERT, 60
 AB0120'FT. S. OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD, 182 FT. W.
 AB0120'OF CENTERLINE OF INTERSECTION OF ROAD TO S., 16 FT. N. OF AND 0.5 FT.
 AB0120'ABOVE THE CENTERLINE OF ROAD.  A CAMERON COUNTY DISK SET IN DRILL
 AB0120'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0386 ***********************************************************************
 EN0386  DESIGNATION -  Q 430
 EN0386  PID         -  EN0386
 EN0386  STATE/COUNTY-  TX/CASTRO
 EN0386  USGS QUAD   -  LAKEVIEW (1965)
 EN0386
 EN0386                         *CURRENT SURVEY CONTROL
 EN0386  ___________________________________________________________________
 EN0386* NAD 83(1986)-  34 31 47.     (N)    101 59 54.     (W)     SCALED    
 EN0386* NAVD 88     -      1110.841  (meters)    3644.48   (feet)  ADJUSTED  
 EN0386  ___________________________________________________________________
 EN0386  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 EN0386  DYNAMIC HT  -        1109.439 (meters)    3639.88  (feet)  COMP
 EN0386  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 EN0386
 EN0386  VERT ORDER  -  SECOND    CLASS 0
 EN0386
 EN0386.The horizontal coordinates were scaled from a topographic map and have
 EN0386.an estimated accuracy of +/- 6 seconds.
 EN0386
 EN0386.The orthometric height was determined by differential leveling
 EN0386.and adjusted by the National Geodetic Survey in June 1991..
 EN0386
 EN0386.The geoid height was determined by GEOID03.
 EN0386
 EN0386.The dynamic height is computed by dividing the NAVD 88
 EN0386.geopotential number by the normal gravity value computed on the
 EN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0386.degrees latitude (g = 980.6199 gals.).
 EN0386
 EN0386.The modeled gravity was interpolated from observed gravity values.
 EN0386
 EN0386;                    North         East    Units  Estimated Accuracy
 EN0386;SPC TX N     - 1,058,880.      154,250.      MT  (+/- 180 meters Scaled)
 EN0386
 EN0386                          SUPERSEDED SURVEY CONTROL
 EN0386
 EN0386  NGVD 29 (??/??/92) 1110.388  (m)         3643.00   (f) ADJ UNCH    2 0
 EN0386
 EN0386.Superseded values are not recommended for survey control.
 EN0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0386.See file dsdata.txt to determine how the superseded data were derived.
 EN0386
 EN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD247249(NAD 83)
 EN0386_MARKER: DB = BENCH MARK DISK
 EN0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0386_SP_SET: CULVERT
 EN0386_STAMPING: Q 430 1934
 EN0386_MARK LOGO: CGS   
 EN0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0386
 EN0386  HISTORY     - Date     Condition        Report By
 EN0386  HISTORY     - 1934     MONUMENTED       CGS
 EN0386  HISTORY     - 19810722 GOOD             NGS
 EN0386
 EN0386                          STATION DESCRIPTION
 EN0386
 EN0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0386'13.0 MI W FROM TULIA.
 EN0386'IN CASTRO COUNTY, 13.0 MILES WEST ALONG STATE HIGHWAY 86 FROM THE
 EN0386'PANHANDLE AND SANTA FE RAILWAY STATION AT TULIA, SWISHER COUNTY, 90
 EN0386'YARDS WEST OF THE CASTRO-SWISHER COUNTY LINE, 150 FEET NORTH OF A
 EN0386'SMALL LAKE, AT A 4-X 4 -FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTH
 EN0386'HEADWALL, AND 16 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A
 EN0386'STANDARD DISK, STAMPED Q 430 1934.
 EN0386
 EN0386                          STATION RECOVERY (1981)
 EN0386
 EN0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EN0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0939 ***********************************************************************
 EN0939  DESIGNATION -  Q 430 RESET
 EN0939  PID         -  EN0939
 EN0939  STATE/COUNTY-  TX/CASTRO
 EN0939  USGS QUAD   -  LAKEVIEW (1965)
 EN0939
 EN0939                         *CURRENT SURVEY CONTROL
 EN0939  ___________________________________________________________________
 EN0939* NAD 83(1986)-  34 31 47.     (N)    101 59 54.     (W)     SCALED    
 EN0939* NAVD 88     -      1110.65   (meters)    3643.9    (feet)  RESET     
 EN0939  ___________________________________________________________________
 EN0939  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 EN0939
 EN0939  VERT ORDER  -  THIRD
 EN0939
 EN0939.The horizontal coordinates were scaled from a topographic map and have
 EN0939.an estimated accuracy of +/- 6 seconds.
 EN0939
 EN0939.The orthometric height was computed from unverified reset data.
 EN0939
 EN0939.The geoid height was determined by GEOID03.
 EN0939
 EN0939;                    North         East    Units  Estimated Accuracy
 EN0939;SPC TX N     - 1,058,880.      154,250.      MT  (+/- 180 meters Scaled)
 EN0939
 EN0939                          SUPERSEDED SURVEY CONTROL
 EN0939
 EN0939  NGVD 29 (01/29/03) 1110.19   (m)         3642.3    (f) RESET       3  
 EN0939
 EN0939.Superseded values are not recommended for survey control.
 EN0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0939.See file dsdata.txt to determine how the superseded data were derived.
 EN0939
 EN0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD247249(NAD 83)
 EN0939_MARKER: DV = VERTICAL CONTROL DISK
 EN0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0939_SP_SET: CONCRETE POST
 EN0939_STAMPING: Q 430 RESET 1981
 EN0939_MARK LOGO: NGS   
 EN0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0939+STABILITY: SURFACE MOTION
 EN0939
 EN0939  HISTORY     - Date     Condition        Report By
 EN0939  HISTORY     - 1981     MONUMENTED       NGS
 EN0939
 EN0939                          STATION DESCRIPTION
 EN0939
 EN0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EN0939'17.9 MI (28.8 KM) EAST OF DIMMITT ALONG STATE HIGHWAY 86 FROM THE
 EN0939'JUNCTION OF STATE HIGHWAY 86 AND THE RAILROAD TRACKS IN DIMMITT, AT
 EN0939'THE CASTRO-SWISHER COUNTY LINE, ON THE SOUTH SIDE OF THE HIGHWAY,
 EN0939'50.2 FT (15.3 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.3 FT
 EN0939'(6.2 M) WEST OF THE COUNTY LINE MARKER AND 0.1 FT (0.0 M) NORTH OF A
 EN0939'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0315 ***********************************************************************
 EN0315  DESIGNATION -  Q 431
 EN0315  PID         -  EN0315
 EN0315  STATE/COUNTY-  TX/BRISCOE
 EN0315  USGS QUAD   -  SILVERTON (1965)
 EN0315
 EN0315                         *CURRENT SURVEY CONTROL
 EN0315  ___________________________________________________________________
 EN0315* NAD 83(1986)-  34 28 26.     (N)    101 18 10.     (W)     SCALED    
 EN0315* NAVD 88     -       999.636  (meters)    3279.64   (feet)  ADJUSTED  
 EN0315  ___________________________________________________________________
 EN0315  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EN0315  DYNAMIC HT  -         998.392 (meters)    3275.56  (feet)  COMP
 EN0315  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 EN0315
 EN0315  VERT ORDER  -  SECOND    CLASS 0
 EN0315
 EN0315.The horizontal coordinates were scaled from a topographic map and have
 EN0315.an estimated accuracy of +/- 6 seconds.
 EN0315
 EN0315.The orthometric height was determined by differential leveling
 EN0315.and adjusted by the National Geodetic Survey in June 1991..
 EN0315
 EN0315.The geoid height was determined by GEOID03.
 EN0315
 EN0315.The dynamic height is computed by dividing the NAVD 88
 EN0315.geopotential number by the normal gravity value computed on the
 EN0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0315.degrees latitude (g = 980.6199 gals.).
 EN0315
 EN0315.The modeled gravity was interpolated from observed gravity values.
 EN0315
 EN0315;                    North         East    Units  Estimated Accuracy
 EN0315;SPC TX N     - 1,052,590.      218,120.      MT  (+/- 180 meters Scaled)
 EN0315
 EN0315                          SUPERSEDED SURVEY CONTROL
 EN0315
 EN0315  NGVD 29 (??/??/92)  999.257  (m)         3278.40   (f) ADJ UNCH    2 0
 EN0315
 EN0315.Superseded values are not recommended for survey control.
 EN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0315.See file dsdata.txt to determine how the superseded data were derived.
 EN0315
 EN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD885171(NAD 83)
 EN0315_MARKER: DB = BENCH MARK DISK
 EN0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0315_SP_SET: BUILDING
 EN0315_STAMPING: Q 431 1934
 EN0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0315
 EN0315  HISTORY     - Date     Condition        Report By
 EN0315  HISTORY     - 1934     MONUMENTED       CGS
 EN0315  HISTORY     - 1951     GOOD             NGS
 EN0315
 EN0315                          STATION DESCRIPTION
 EN0315
 EN0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EN0315'IN SILVERTON.
 EN0315'AT SILVERTON BRISCOE COUNTY, AT THE COUNTY COURTHOUSE, IN THE BRICK
 EN0315'WALL AT THE SOUTH ENTRANCE, 2 FEET WEST OF THE DOOR, AND 3 FEET ABOVE
 EN0315'THE GROUND.  A STANDARD DISK, STAMPED Q 431 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0411 ***********************************************************************
 EN0411  DESIGNATION -  Q 432
 EN0411  PID         -  EN0411
 EN0411  STATE/COUNTY-  TX/SWISHER
 EN0411  USGS QUAD   -  HAPPY (1965)
 EN0411
 EN0411                         *CURRENT SURVEY CONTROL
 EN0411  ___________________________________________________________________
 EN0411* NAD 83(1986)-  34 38 13.     (N)    101 49 20.     (W)     SCALED    
 EN0411* NAVD 88     -      1079.391  (meters)    3541.30   (feet)  ADJUSTED  
 EN0411  ___________________________________________________________________
 EN0411  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EN0411  DYNAMIC HT  -        1078.047 (meters)    3536.89  (feet)  COMP
 EN0411  MODELED GRAV-     979,353.1   (mgal)                       NAVD 88
 EN0411
 EN0411  VERT ORDER  -  SECOND    CLASS 0
 EN0411
 EN0411.The horizontal coordinates were scaled from a topographic map and have
 EN0411.an estimated accuracy of +/- 6 seconds.
 EN0411
 EN0411.The orthometric height was determined by differential leveling
 EN0411.and adjusted by the National Geodetic Survey in June 1991..
 EN0411
 EN0411.The geoid height was determined by GEOID03.
 EN0411
 EN0411.The dynamic height is computed by dividing the NAVD 88
 EN0411.geopotential number by the normal gravity value computed on the
 EN0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0411.degrees latitude (g = 980.6199 gals.).
 EN0411
 EN0411.The modeled gravity was interpolated from observed gravity values.
 EN0411
 EN0411;                    North         East    Units  Estimated Accuracy
 EN0411;SPC TX N     - 1,070,710.      170,460.      MT  (+/- 180 meters Scaled)
 EN0411
 EN0411                          SUPERSEDED SURVEY CONTROL
 EN0411
 EN0411  NGVD 29 (??/??/92) 1078.947  (m)         3539.85   (f) ADJ UNCH    2 0
 EN0411
 EN0411.Superseded values are not recommended for survey control.
 EN0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0411.See file dsdata.txt to determine how the superseded data were derived.
 EN0411
 EN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD412364(NAD 83)
 EN0411_MARKER: DB = BENCH MARK DISK
 EN0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0411_STAMPING: Q-432 1934
 EN0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0411+STABILITY: SURFACE MOTION
 EN0411
 EN0411  HISTORY     - Date     Condition        Report By
 EN0411  HISTORY     - 1934     MONUMENTED       CGS
 EN0411  HISTORY     - 1943     GOOD             NGS
 EN0411
 EN0411                          STATION DESCRIPTION
 EN0411
 EN0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0411'7.3 MI N FROM TULIA.
 EN0411'7.3 MI. N. ALONG P. AND S.F.RY. 0.4 MI. N. OF KAFFIR, 8 FT. E. OF MI.
 EN0411'POST NO. 596, 51 FT. W. OF THE CENTER LINE OF HWY., 44 FT. E. OF THE
 EN0411'CENTER LINE OF TRACK, AND 1 FT. W. OF THE FENCE LINE.  NOTE-- FENCE
 EN0411'REMOVED, A WHITE REF. POST WAS SET 1 FT. NE. OF BM.
 EN0411
 EN0411                          STATION RECOVERY (1943)
 EN0411
 EN0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EN0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0087 ***********************************************************************
 DP0087  DESIGNATION -  Q 433
 DP0087  PID         -  DP0087
 DP0087  STATE/COUNTY-  TX/DICKENS
 DP0087  USGS QUAD   -  SPUR (1967)
 DP0087
 DP0087                         *CURRENT SURVEY CONTROL
 DP0087  ___________________________________________________________________
 DP0087* NAD 83(1986)-  33 27 41.     (N)    100 49 31.     (W)     SCALED    
 DP0087* NAVD 88     -       679.965  (meters)    2230.85   (feet)  ADJUSTED  
 DP0087  ___________________________________________________________________
 DP0087  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DP0087  DYNAMIC HT  -         679.140 (meters)    2228.15  (feet)  COMP
 DP0087  MODELED GRAV-     979,401.1   (mgal)                       NAVD 88
 DP0087
 DP0087  VERT ORDER  -  SECOND    CLASS 0
 DP0087
 DP0087.The horizontal coordinates were scaled from a topographic map and have
 DP0087.an estimated accuracy of +/- 6 seconds.
 DP0087
 DP0087.The orthometric height was determined by differential leveling
 DP0087.and adjusted by the National Geodetic Survey in June 1991..
 DP0087
 DP0087.The geoid height was determined by GEOID03.
 DP0087
 DP0087.The dynamic height is computed by dividing the NAVD 88
 DP0087.geopotential number by the normal gravity value computed on the
 DP0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0087.degrees latitude (g = 980.6199 gals.).
 DP0087
 DP0087.The modeled gravity was interpolated from observed gravity values.
 DP0087
 DP0087;                    North         East    Units  Estimated Accuracy
 DP0087;SPC TXNC     - 2,201,410.      383,870.      MT  (+/- 180 meters Scaled)
 DP0087
 DP0087                          SUPERSEDED SURVEY CONTROL
 DP0087
 DP0087  NGVD 29 (??/??/92)  679.710  (m)         2230.02   (f) ADJ UNCH    2 0
 DP0087
 DP0087.Superseded values are not recommended for survey control.
 DP0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0087.See file dsdata.txt to determine how the superseded data were derived.
 DP0087
 DP0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC303039(NAD 83)
 DP0087_MARKER: DB = BENCH MARK DISK
 DP0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0087_STAMPING: Q-433 1934
 DP0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0087+STABILITY: SURFACE MOTION
 DP0087
 DP0087  HISTORY     - Date     Condition        Report By
 DP0087  HISTORY     - 1934     MONUMENTED       CGS
 DP0087  HISTORY     - 1935     GOOD             NGS
 DP0087
 DP0087                          STATION DESCRIPTION
 DP0087
 DP0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0087'2.0 MI SE FROM SPUR.
 DP0087'2.0 MI. S.E. OF DEPOT ALONG F.W. AND D. RY. 4 POLES S.E. OF MILE POLE
 DP0087'NO. B-193, 100 YDS. S.W. OF A SMALL HOUSE, 40 FT. S.W. OF THE CENTER
 DP0087'LINE OF STATE NO. 18, 39 FT. N.E. OF THE CENTER LINE OF TRACK, AND 2
 DP0087'FT. S.E. OF TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0150 ***********************************************************************
 EN0150  DESIGNATION -  Q 434
 EN0150  PID         -  EN0150
 EN0150  STATE/COUNTY-  TX/MOTLEY
 EN0150  USGS QUAD   -  MATADOR (1981)
 EN0150
 EN0150                         *CURRENT SURVEY CONTROL
 EN0150  ___________________________________________________________________
 EN0150* NAD 83(1986)-  34 02 08.     (N)    100 50 43.     (W)     SCALED    
 EN0150* NAVD 88     -       737.437  (meters)    2419.41   (feet)  ADJUSTED  
 EN0150  ___________________________________________________________________
 EN0150  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EN0150  DYNAMIC HT  -         736.536 (meters)    2416.45  (feet)  COMP
 EN0150  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 EN0150
 EN0150  VERT ORDER  -  SECOND    CLASS 0
 EN0150
 EN0150.The horizontal coordinates were scaled from a topographic map and have
 EN0150.an estimated accuracy of +/- 6 seconds.
 EN0150
 EN0150.The orthometric height was determined by differential leveling
 EN0150.and adjusted by the National Geodetic Survey in June 1991..
 EN0150
 EN0150.The geoid height was determined by GEOID03.
 EN0150
 EN0150.The dynamic height is computed by dividing the NAVD 88
 EN0150.geopotential number by the normal gravity value computed on the
 EN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0150.degrees latitude (g = 980.6199 gals.).
 EN0150
 EN0150.The modeled gravity was interpolated from observed gravity values.
 EN0150
 EN0150;                    North         East    Units  Estimated Accuracy
 EN0150;SPC TXNC     - 2,265,120.      383,440.      MT  (+/- 180 meters Scaled)
 EN0150
 EN0150                          SUPERSEDED SURVEY CONTROL
 EN0150
 EN0150  NGVD 29 (??/??/92)  737.142  (m)         2418.44   (f) ADJ UNCH    2 0
 EN0150
 EN0150.Superseded values are not recommended for survey control.
 EN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0150.See file dsdata.txt to determine how the superseded data were derived.
 EN0150
 EN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC296676(NAD 83)
 EN0150_MARKER: DB = BENCH MARK DISK
 EN0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0150_SP_SET: CULVERT
 EN0150_STAMPING: Q-434 1934
 EN0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0150
 EN0150  HISTORY     - Date     Condition        Report By
 EN0150  HISTORY     - 1934     MONUMENTED       CGS
 EN0150  HISTORY     - 1935     GOOD             NGS
 EN0150  HISTORY     - 1966     GOOD             USGS
 EN0150
 EN0150                          STATION DESCRIPTION
 EN0150
 EN0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0150'2.4 MI N FROM MATADOR.
 EN0150'2.4 MI. N. ALONG STATE NO. 18 FROM CITY HALL 18 FT. E. OF THE CENTER
 EN0150'LINE OF HWY., AND SET IN THE CENTER OF E. ABUTMENT, OF A 4 X 4 CONC.
 EN0150'CULVERT.  NOTE-- ST. HWY. 18 IS NOW ST. HWY. 70.
 EN0150
 EN0150                          STATION RECOVERY (1966)
 EN0150
 EN0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EN0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0422 ***********************************************************************
 EM0422  DESIGNATION -  Q 435
 EM0422  PID         -  EM0422
 EM0422  STATE/COUNTY-  TX/FOARD
 EM0422  USGS QUAD   -  VIVIAN (1990)
 EM0422
 EM0422                         *CURRENT SURVEY CONTROL
 EM0422  ___________________________________________________________________
 EM0422* NAD 83(1986)-  34 01 55.     (N)    099 56 02.     (W)     SCALED    
 EM0422* NAVD 88     -       501.362  (meters)    1644.89   (feet)  ADJUSTED  
 EM0422  ___________________________________________________________________
 EM0422  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EM0422  DYNAMIC HT  -         500.787 (meters)    1643.00  (feet)  COMP
 EM0422  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 EM0422
 EM0422  VERT ORDER  -  SECOND    CLASS 0
 EM0422
 EM0422.The horizontal coordinates were scaled from a topographic map and have
 EM0422.an estimated accuracy of +/- 6 seconds.
 EM0422
 EM0422.The orthometric height was determined by differential leveling
 EM0422.and adjusted by the National Geodetic Survey in June 1991..
 EM0422
 EM0422.The geoid height was determined by GEOID03.
 EM0422
 EM0422.The dynamic height is computed by dividing the NAVD 88
 EM0422.geopotential number by the normal gravity value computed on the
 EM0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0422.degrees latitude (g = 980.6199 gals.).
 EM0422
 EM0422.The modeled gravity was interpolated from observed gravity values.
 EM0422
 EM0422;                    North         East    Units  Estimated Accuracy
 EM0422;SPC TXNC     - 2,263,200.      467,580.      MT  (+/- 180 meters Scaled)
 EM0422
 EM0422                          SUPERSEDED SURVEY CONTROL
 EM0422
 EM0422  NGVD 29 (??/??/92)  501.195  (m)         1644.34   (f) ADJ UNCH    2 0
 EM0422
 EM0422.Superseded values are not recommended for survey control.
 EM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0422.See file dsdata.txt to determine how the superseded data were derived.
 EM0422
 EM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC137660(NAD 83)
 EM0422_MARKER: DB = BENCH MARK DISK
 EM0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0422_SP_SET: CURB
 EM0422_STAMPING: Q 435 1934
 EM0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0422
 EM0422  HISTORY     - Date     Condition        Report By
 EM0422  HISTORY     - 1934     MONUMENTED       CGS
 EM0422  HISTORY     - 1959     GOOD             NGS
 EM0422
 EM0422                          STATION DESCRIPTION
 EM0422
 EM0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0422'12.6 MI W FROM CROWELL.
 EM0422'12.6 MILES WEST ALONG U.S. NO. 70 AT THE BRIDGE ACROSS GOOD CREEK, 1.5
 EM0422'FEET NORTH OF THE CENTER LINE OF HIGHWAY, 3 FEET EAST OF THE WEST END
 EM0422'OF BRIDGE, AND SET IN THE CURB AT BASE OF THE GUARD RAIL.
 EM0422
 EM0422                          STATION RECOVERY (1959)
 EM0422
 EM0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EM0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0423 ***********************************************************************
 EM0423  DESIGNATION -  Q 435 RESET 1959
 EM0423  PID         -  EM0423
 EM0423  STATE/COUNTY-  TX/FOARD
 EM0423  USGS QUAD   -  VIVIAN (1990)
 EM0423
 EM0423                         *CURRENT SURVEY CONTROL
 EM0423  ___________________________________________________________________
 EM0423* NAD 83(1986)-  34 01 55.     (N)    099 56 03.     (W)     SCALED    
 EM0423* NAVD 88     -       498.97   (meters)    1637.0    (feet)  RESET     
 EM0423  ___________________________________________________________________
 EM0423  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EM0423
 EM0423  VERT ORDER  -  THIRD
 EM0423
 EM0423.The horizontal coordinates were scaled from a topographic map and have
 EM0423.an estimated accuracy of +/- 6 seconds.
 EM0423
 EM0423.The orthometric height was computed from unverified reset data.
 EM0423
 EM0423.The geoid height was determined by GEOID03.
 EM0423
 EM0423;                    North         East    Units  Estimated Accuracy
 EM0423;SPC TXNC     - 2,263,200.      467,560.      MT  (+/- 180 meters Scaled)
 EM0423
 EM0423                          SUPERSEDED SURVEY CONTROL
 EM0423
 EM0423.No superseded survey control is available for this station.
 EM0423
 EM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC137660(NAD 83)
 EM0423_MARKER: DB = BENCH MARK DISK
 EM0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0423_STAMPING: Q 435 RESET 1959
 EM0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0423+STABILITY: SURFACE MOTION
 EM0423
 EM0423  HISTORY     - Date     Condition        Report By
 EM0423  HISTORY     - 1959     MONUMENTED       CGS
 EM0423
 EM0423                          STATION DESCRIPTION
 EM0423
 EM0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EM0423'12.6 MI W FROM CROWELL.
 EM0423'ABOUT 12.6 MILES WEST ALONG U.S. HIGHWAY NO. 70 FROM CROWELL, FOARD
 EM0423'COUNTY, 80 YARDS WEST OF THE CENTERLINE OF A CONCRETE BRIDGE OVER BLUE
 EM0423'PRONG CREEK, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE, AND
 EM0423'NEAR THE EAST CORNER OF A CULTIVATED FIELD.  IT IS ABOUT 6 FEET LOWER
 EM0423'THAN THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK STAMPED Q 435
 EM0423'RESET 1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0102 ***********************************************************************
 EN0102  DESIGNATION -  Q 437
 EN0102  PID         -  EN0102
 EN0102  STATE/COUNTY-  TX/COTTLE
 EN0102  USGS QUAD   -  PADUCAH (1981)
 EN0102
 EN0102                         *CURRENT SURVEY CONTROL
 EN0102  ___________________________________________________________________
 EN0102* NAD 83(1986)-  34 00 45.     (N)    100 19 09.     (W)     SCALED    
 EN0102* NAVD 88     -       580.075  (meters)    1903.13   (feet)  ADJUSTED  
 EN0102  ___________________________________________________________________
 EN0102  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 EN0102  DYNAMIC HT  -         579.403 (meters)    1900.92  (feet)  COMP
 EN0102  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 EN0102
 EN0102  VERT ORDER  -  SECOND    CLASS 0
 EN0102
 EN0102.The horizontal coordinates were scaled from a topographic map and have
 EN0102.an estimated accuracy of +/- 6 seconds.
 EN0102
 EN0102.The orthometric height was determined by differential leveling
 EN0102.and adjusted by the National Geodetic Survey in June 1991..
 EN0102
 EN0102.The geoid height was determined by GEOID03.
 EN0102
 EN0102.The dynamic height is computed by dividing the NAVD 88
 EN0102.geopotential number by the normal gravity value computed on the
 EN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0102.degrees latitude (g = 980.6199 gals.).
 EN0102
 EN0102.The modeled gravity was interpolated from observed gravity values.
 EN0102
 EN0102;                    North         East    Units  Estimated Accuracy
 EN0102;SPC TXNC     - 2,261,600.      431,970.      MT  (+/- 180 meters Scaled)
 EN0102
 EN0102                          SUPERSEDED SURVEY CONTROL
 EN0102
 EN0102  NGVD 29 (??/??/92)  579.883  (m)         1902.50   (f) ADJ UNCH    2 0
 EN0102
 EN0102.Superseded values are not recommended for survey control.
 EN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0102.See file dsdata.txt to determine how the superseded data were derived.
 EN0102
 EN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC781643(NAD 83)
 EN0102_MARKER: DB = BENCH MARK DISK
 EN0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0102_STAMPING: Q 437 1934
 EN0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0102+STABILITY: SURFACE MOTION
 EN0102
 EN0102  HISTORY     - Date     Condition        Report By
 EN0102  HISTORY     - 1934     MONUMENTED       CGS
 EN0102  HISTORY     - 1958     GOOD             NGS
 EN0102
 EN0102                          STATION DESCRIPTION
 EN0102
 EN0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0102'1.1 MI W FROM PADUCAH.
 EN0102'1.1 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM THE
 EN0102'STATION AT PADUCAH, COTTLE COUNTY, AT MILEPOST 44, ABOUT 150 YARDS
 EN0102'NORTHWEST OF A SERVICE STATION, ABOUT 150 FEET SOUTH OF THE CENTER
 EN0102'LINE OF A HIGHWAY, 47 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND
 EN0102'3 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED Q 437 1934 AND
 EN0102'SET IN THE TOP OF A CONCRETE POST.  NOTE-- HWY PASSES TO S OF BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0229 ***********************************************************************
 DP0229  DESIGNATION -  Q 438
 DP0229  PID         -  DP0229
 DP0229  STATE/COUNTY-  TX/MOTLEY
 DP0229  USGS QUAD   -  DOUGHERTY (1968)
 DP0229
 DP0229                         *CURRENT SURVEY CONTROL
 DP0229  ___________________________________________________________________
 DP0229* NAD 83(1986)-  33 54 42.     (N)    101 00 31.     (W)     SCALED    
 DP0229* NAVD 88     -       920.295  (meters)    3019.33   (feet)  ADJUSTED  
 DP0229  ___________________________________________________________________
 DP0229  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DP0229  DYNAMIC HT  -         919.136 (meters)    3015.53  (feet)  COMP
 DP0229  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 DP0229
 DP0229  VERT ORDER  -  SECOND    CLASS 0
 DP0229
 DP0229.The horizontal coordinates were scaled from a topographic map and have
 DP0229.an estimated accuracy of +/- 6 seconds.
 DP0229
 DP0229.The orthometric height was determined by differential leveling
 DP0229.and adjusted by the National Geodetic Survey in June 1991..
 DP0229
 DP0229.The geoid height was determined by GEOID03.
 DP0229
 DP0229.The dynamic height is computed by dividing the NAVD 88
 DP0229.geopotential number by the normal gravity value computed on the
 DP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0229.degrees latitude (g = 980.6199 gals.).
 DP0229
 DP0229.The modeled gravity was interpolated from observed gravity values.
 DP0229
 DP0229;                    North         East    Units  Estimated Accuracy
 DP0229;SPC TXNC     - 2,251,730.      368,030.      MT  (+/- 180 meters Scaled)
 DP0229
 DP0229                          SUPERSEDED SURVEY CONTROL
 DP0229
 DP0229  NGVD 29 (??/??/92)  919.950  (m)         3018.20   (f) ADJ UNCH    2 0
 DP0229
 DP0229.Superseded values are not recommended for survey control.
 DP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0229.See file dsdata.txt to determine how the superseded data were derived.
 DP0229
 DP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC143541(NAD 83)
 DP0229_MARKER: DB = BENCH MARK DISK
 DP0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0229_STAMPING: Q 438 1934
 DP0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0229+STABILITY: SURFACE MOTION
 DP0229
 DP0229  HISTORY     - Date     Condition        Report By
 DP0229  HISTORY     - 1934     MONUMENTED       CGS
 DP0229  HISTORY     - 1958     GOOD             NGS
 DP0229
 DP0229                          STATION DESCRIPTION
 DP0229
 DP0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0229'5.4 MI E FROM DOUGHERTY.
 DP0229'IN MOTLEY COUNTY, ABOUT 5.4 MILES EAST ALONG THE QUANAH, ACME AND
 DP0229'PACIFIC RAILWAY FROM THE STATION AT DOUGHERTY, FLOYD COUNTY, 1 POLE
 DP0229'NORTHWEST OF MILEPOST 90, AT THE NORTH END OF A CUT, AT THE SOUTHEAST
 DP0229'END OF A FILL, ABOUT 98 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DP0229'TRACK, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED Q 438
 DP0229'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0347 ***********************************************************************
 EN0347  DESIGNATION -  Q 439
 EN0347  PID         -  EN0347
 EN0347  STATE/COUNTY-  TX/HALE
 EN0347  USGS QUAD   -  PLAINVIEW (1965)
 EN0347
 EN0347                         *CURRENT SURVEY CONTROL
 EN0347  ___________________________________________________________________
 EN0347* NAD 83(1986)-  34 11 39.     (N)    101 42 11.     (W)     SCALED    
 EN0347* NAVD 88     -      1026.854  (meters)    3368.94   (feet)  ADJUSTED  
 EN0347  ___________________________________________________________________
 EN0347  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EN0347  DYNAMIC HT  -        1025.545 (meters)    3364.64  (feet)  COMP
 EN0347  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 EN0347
 EN0347  VERT ORDER  -  SECOND    CLASS 0
 EN0347
 EN0347.The horizontal coordinates were scaled from a topographic map and have
 EN0347.an estimated accuracy of +/- 6 seconds.
 EN0347
 EN0347.The orthometric height was determined by differential leveling
 EN0347.and adjusted by the National Geodetic Survey in June 1991..
 EN0347
 EN0347.The geoid height was determined by GEOID03.
 EN0347
 EN0347.The dynamic height is computed by dividing the NAVD 88
 EN0347.geopotential number by the normal gravity value computed on the
 EN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0347.degrees latitude (g = 980.6199 gals.).
 EN0347
 EN0347.The modeled gravity was interpolated from observed gravity values.
 EN0347
 EN0347;                    North         East    Units  Estimated Accuracy
 EN0347;SPC TXNC     - 2,284,800.      304,790.      MT  (+/- 180 meters Scaled)
 EN0347
 EN0347                          SUPERSEDED SURVEY CONTROL
 EN0347
 EN0347  NGVD 29 (??/??/92) 1026.445  (m)         3367.59   (f) ADJ UNCH    2 0
 EN0347
 EN0347.Superseded values are not recommended for survey control.
 EN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0347.See file dsdata.txt to determine how the superseded data were derived.
 EN0347
 EN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC509869(NAD 83)
 EN0347_MARKER: DB = BENCH MARK DISK
 EN0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0347_SP_SET: BUILDING
 EN0347_STAMPING: Q 439 1934
 EN0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0347
 EN0347  HISTORY     - Date     Condition        Report By
 EN0347  HISTORY     - 1934     MONUMENTED       CGS
 EN0347  HISTORY     - 1963     GOOD             NGS
 EN0347  HISTORY     - 1976     GOOD             NGS
 EN0347
 EN0347                          STATION DESCRIPTION
 EN0347
 EN0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EN0347'IN PLAINVIEW.
 EN0347'AT PLAINVIEW, HALE COUNTY, AT THE PANHANDLE AND SANTA FE RAILWAY
 EN0347'STATION, 14 FEET WEST OF THE MALE WAITING-ROOM DOOR, IN THE CONCRETE
 EN0347'FOUNDATION OF THE NORTH WALL OF THE TELEGRAPH OFFICE, 25 FEET SOUTH OF
 EN0347'THE CENTER LINE OF THE TRACK, AND 3 INCHES ABOVE THE SIDEWALK.  A
 EN0347'STANDARD DISK, STAMPED Q 439 1934 AND SET VERTICALLY.
 EN0347
 EN0347                          STATION RECOVERY (1976)
 EN0347
 EN0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EN0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0121 ***********************************************************************
 AB0121  DESIGNATION -  Q 44
 AB0121  PID         -  AB0121
 AB0121  STATE/COUNTY-  TX/CAMERON
 AB0121  USGS QUAD   -  SOUTHMOST (1955)
 AB0121
 AB0121                         *CURRENT SURVEY CONTROL
 AB0121  ___________________________________________________________________
 AB0121* NAD 83(1986)-  25 51 51.     (N)    097 23 35.     (W)     SCALED    
 AB0121* NAVD 88     -         5.834  (meters)      19.14   (feet)  ADJUSTED  
 AB0121  ___________________________________________________________________
 AB0121  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 AB0121  DYNAMIC HT  -           5.825 (meters)      19.11  (feet)  COMP
 AB0121  MODELED GRAV-     979,035.9   (mgal)                       NAVD 88
 AB0121
 AB0121  VERT ORDER  -  SECOND    CLASS 0
 AB0121
 AB0121.The horizontal coordinates were scaled from a topographic map and have
 AB0121.an estimated accuracy of +/- 6 seconds.
 AB0121
 AB0121.The orthometric height was determined by differential leveling
 AB0121.and adjusted by the National Geodetic Survey in June 1991..
 AB0121
 AB0121.The geoid height was determined by GEOID03.
 AB0121
 AB0121.The dynamic height is computed by dividing the NAVD 88
 AB0121.geopotential number by the normal gravity value computed on the
 AB0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0121.degrees latitude (g = 980.6199 gals.).
 AB0121
 AB0121.The modeled gravity was interpolated from observed gravity values.
 AB0121
 AB0121;                    North         East    Units  Estimated Accuracy
 AB0121;SPC TX S     - 5,022,370.      410,960.      MT  (+/- 180 meters Scaled)
 AB0121
 AB0121                          SUPERSEDED SURVEY CONTROL
 AB0121
 AB0121  NGVD 29 (??/??/92)    5.927  (m)           19.45   (f) ADJ UNCH    2 0
 AB0121
 AB0121.Superseded values are not recommended for survey control.
 AB0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0121.See file dsdata.txt to determine how the superseded data were derived.
 AB0121
 AB0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP610616(NAD 83)
 AB0121_MARKER: DD = SURVEY DISK
 AB0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0121_SP_SET: CULVERT
 AB0121_STAMPING: Q 44 19.26
 AB0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0121
 AB0121  HISTORY     - Date     Condition        Report By
 AB0121  HISTORY     - UNK      MONUMENTED       TX-061
 AB0121  HISTORY     - 1950     GOOD             NGS
 AB0121
 AB0121                          STATION DESCRIPTION
 AB0121
 AB0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0121'8.8 MI SE FROM BROWNSVILLE.
 AB0121'FROM THE N. END OF THE GATEWAY BRIDGE IN BROWNSVILLE, GO NE. ON STATE
 AB0121'HIGHWAY 4 (E 14TH STREET) FOR 1.4 MILES TO INTERSECTION OF SOUTHMOST
 AB0121'ROAD, TURN SE (RIGHT) ON SOUTHMOST ROAD AND GO 7.4 MILES TO A CONCRETE
 AB0121'CULVERT AND SITE OF MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AB0121'CENTER OF THE TOP OF THE N. HEADWALL OF THE CULVERT, APPROXIMATELY 400
 AB0121'FT. NW. OF THE END OF THE PAVEMENT OF SOUTHMOST ROAD, 60 FT. S. OF THE
 AB0121'CENTERLINE OF THE MISSOURI PACIFIC RAILROAD, 16 FT. N. OF AND THE SAME
 AB0121'ELEVATION AS THE CENTERLINE OF THE PAVED ROAD. A CAMERON COUNTY DISK
 AB0121'SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0004 ***********************************************************************
 AO0004  DESIGNATION -  Q 44
 AO0004  PID         -  AO0004
 AO0004  STATE/COUNTY-  TX/KARNES
 AO0004  USGS QUAD   -  FALLS CITY (1961)
 AO0004
 AO0004                         *CURRENT SURVEY CONTROL
 AO0004  ___________________________________________________________________
 AO0004* NAD 83(1986)-  28 58 38.     (N)    098 00 31.     (W)     SCALED    
 AO0004* NAVD 88     -        89.016  (meters)     292.05   (feet)  ADJUSTED  
 AO0004  ___________________________________________________________________
 AO0004  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AO0004  DYNAMIC HT  -          88.888 (meters)     291.63  (feet)  COMP
 AO0004  MODELED GRAV-     979,201.2   (mgal)                       NAVD 88
 AO0004
 AO0004  VERT ORDER  -  FIRST     CLASS II
 AO0004
 AO0004.The horizontal coordinates were scaled from a topographic map and have
 AO0004.an estimated accuracy of +/- 6 seconds.
 AO0004
 AO0004.The orthometric height was determined by differential leveling
 AO0004.and adjusted by the National Geodetic Survey in June 1991..
 AO0004.WARNING-Repeat measurements at this control monument indicate possible
 AO0004.vertical movement.
 AO0004
 AO0004.The geoid height was determined by GEOID03.
 AO0004
 AO0004.The dynamic height is computed by dividing the NAVD 88
 AO0004.geopotential number by the normal gravity value computed on the
 AO0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0004.degrees latitude (g = 980.6199 gals.).
 AO0004
 AO0004.The modeled gravity was interpolated from observed gravity values.
 AO0004
 AO0004;                    North         East    Units  Estimated Accuracy
 AO0004;SPC TXSC     - 4,127,180.      696,610.      MT  (+/- 180 meters Scaled)
 AO0004
 AO0004                          SUPERSEDED SURVEY CONTROL
 AO0004
 AO0004.No superseded survey control is available for this station.
 AO0004
 AO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT965058(NAD 83)
 AO0004_MARKER: DB = BENCH MARK DISK
 AO0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0004_SP_SET: PIER
 AO0004_STAMPING: Q 44 1917 ELEV 291.592 FT.
 AO0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0004
 AO0004  HISTORY     - Date     Condition        Report By
 AO0004  HISTORY     - 1917     MONUMENTED       CGS
 AO0004  HISTORY     - 1943     GOOD             NGS
 AO0004  HISTORY     - 1981     GOOD             NGS
 AO0004  HISTORY     - 20050405 MARK NOT FOUND   USPSQD
 AO0004
 AO0004                          STATION DESCRIPTION
 AO0004
 AO0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AO0004'0.6 MI SE FROM FALLS CITY.
 AO0004'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AO0004'STATION AT FALLS CITY-- PROCEED 0.6 MILE SOUTHEASTERLY ALONG THE
 AO0004'RAILROAD TO A BRIDGE OVER SAN ANTONIO RIVER AND TO SITE OF BENCH MARK.
 AO0004'BENCH MARK IS SET HORIZONTALLY IN THE NORTHEAST END OF THE SOUTHEAST
 AO0004'CONCRETE PIER OF RAILROAD BRIDGE NO. 44.64 OVER SAN ANTONIO RIVER. IT
 AO0004'IS ABOUT 8 1/2 POLES (ABOUT 0.3 MILE) NORTHWEST OF MILEPOST 45, 11.0
 AO0004'FEET NORTHEAST OF AND ABOUT 6.5 FEET BELOW THE CENTERLINE OF TRACK. A
 AO0004'DISK SET IN A DRILL HOLE.
 AO0004
 AO0004                          STATION RECOVERY (1981)
 AO0004
 AO0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AO0004'1.0 KM (0.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AO0004'FARM ROAD 791 IN FALLS CITY, IN THE SOUTHEAST ABUTMENT OF THE SOUTHERN
 AO0004'PACIFIC RAILROAD BRIDGE OVER THE SAN ANTONIO RIVER, 60.0 METERS
 AO0004'(200 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 33.5 METERS
 AO0004'(110 FT) NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD WHICH CROSSES
 AO0004'THE RAILROAD, 2.7 METERS (9.0 FT) NORTHEAST OF THE EAST RAIL.
 AO0004'THE MARK IS 2.4 M BELOW THE TRACKS.
 AO0004
 AO0004                          STATION RECOVERY (2005)
 AO0004
 AO0004'RECOVERY NOTE BY US POWER SQUADRON 2005 (EL)
 AO0004'BRIDGE DESTROYED - SOUTHEAST CONCRETE PIER NOT ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0121 ***********************************************************************
 EO0121  DESIGNATION -  Q 440
 EO0121  PID         -  EO0121
 EO0121  STATE/COUNTY-  TX/LAMB
 EO0121  USGS QUAD   -  EARTH (1980)
 EO0121
 EO0121                         *CURRENT SURVEY CONTROL
 EO0121  ___________________________________________________________________
 EO0121* NAD 83(1986)-  34 13 59.     (N)    102 24 38.     (W)     SCALED    
 EO0121* NAVD 88     -      1127.300  (meters)    3698.48   (feet)  ADJUSTED  
 EO0121  ___________________________________________________________________
 EO0121  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 EO0121  DYNAMIC HT  -        1125.851 (meters)    3693.73  (feet)  COMP
 EO0121  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 EO0121
 EO0121  VERT ORDER  -  SECOND    CLASS 0
 EO0121
 EO0121.The horizontal coordinates were scaled from a topographic map and have
 EO0121.an estimated accuracy of +/- 6 seconds.
 EO0121
 EO0121.The orthometric height was determined by differential leveling
 EO0121.and adjusted by the National Geodetic Survey in June 1991..
 EO0121
 EO0121.The geoid height was determined by GEOID03.
 EO0121
 EO0121.The dynamic height is computed by dividing the NAVD 88
 EO0121.geopotential number by the normal gravity value computed on the
 EO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0121.degrees latitude (g = 980.6199 gals.).
 EO0121
 EO0121.The modeled gravity was interpolated from observed gravity values.
 EO0121
 EO0121;                    North         East    Units  Estimated Accuracy
 EO0121;SPC TXNC     - 2,291,320.      239,770.      MT  (+/- 180 meters Scaled)
 EO0121
 EO0121                          SUPERSEDED SURVEY CONTROL
 EO0121
 EO0121  NGVD 29 (??/??/92) 1126.786  (m)         3696.80   (f) ADJ UNCH    2 0
 EO0121
 EO0121.Superseded values are not recommended for survey control.
 EO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0121.See file dsdata.txt to determine how the superseded data were derived.
 EO0121
 EO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT385910(NAD 83)
 EO0121_MARKER: DB = BENCH MARK DISK
 EO0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0121_SP_SET: PILLAR
 EO0121_STAMPING: Q-440 1934
 EO0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0121
 EO0121  HISTORY     - Date     Condition        Report By
 EO0121  HISTORY     - 1934     MONUMENTED       CGS
 EO0121  HISTORY     - 1958     GOOD             NGS
 EO0121
 EO0121                          STATION DESCRIPTION
 EO0121
 EO0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0121'IN EARTH.
 EO0121'48 FT. N. OF THE CENTER LINE OF THE CENTER LINE OF HWY., 15 FT. S.E.
 EO0121'OF THE DOOR TO THE EARTH POWER AND LIGHT BLDG., AND SET VERTICALLY IN
 EO0121'THE S.W. PILLAR OF A TEXACO SER. STA., 3 FT. ABOVE THE GROUND. NOTE--
 EO0121'50 FT. NW OF INTERSECTION OF US. HIGHWAY 70 AND STATE HIGHWAY 1055, AT
 EO0121'THE BROWN AND WHITE EQUIPMENT STORE, AND IN THE SW CORNER PILLAR.
 EO0121
 EO0121                          STATION RECOVERY (1958)
 EO0121
 EO0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EO0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0208 ***********************************************************************
 DQ0208  DESIGNATION -  Q 441
 DQ0208  PID         -  DQ0208
 DQ0208  STATE/COUNTY-  TX/HOCKLEY
 DQ0208  USGS QUAD   -  WHITEFACE (1965)
 DQ0208
 DQ0208                         *CURRENT SURVEY CONTROL
 DQ0208  ___________________________________________________________________
 DQ0208* NAD 83(1986)-  33 35 45.     (N)    102 33 49.     (W)     SCALED    
 DQ0208* NAVD 88     -      1105.915  (meters)    3628.32   (feet)  ADJUSTED  
 DQ0208  ___________________________________________________________________
 DQ0208  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 DQ0208  DYNAMIC HT  -        1104.462 (meters)    3623.56  (feet)  COMP
 DQ0208  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 DQ0208
 DQ0208  VERT ORDER  -  SECOND    CLASS 0
 DQ0208
 DQ0208.The horizontal coordinates were scaled from a topographic map and have
 DQ0208.an estimated accuracy of +/- 6 seconds.
 DQ0208
 DQ0208.The orthometric height was determined by differential leveling
 DQ0208.and adjusted by the National Geodetic Survey in June 1991..
 DQ0208
 DQ0208.The geoid height was determined by GEOID03.
 DQ0208
 DQ0208.The dynamic height is computed by dividing the NAVD 88
 DQ0208.geopotential number by the normal gravity value computed on the
 DQ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0208.degrees latitude (g = 980.6199 gals.).
 DQ0208
 DQ0208.The modeled gravity was interpolated from observed gravity values.
 DQ0208
 DQ0208;                    North         East    Units  Estimated Accuracy
 DQ0208;SPC TXNC     - 2,221,220.      222,940.      MT  (+/- 180 meters Scaled)
 DQ0208
 DQ0208                          SUPERSEDED SURVEY CONTROL
 DQ0208
 DQ0208  NGVD 29 (??/??/92) 1105.506  (m)         3626.98   (f) ADJ UNCH    2 0
 DQ0208
 DQ0208.Superseded values are not recommended for survey control.
 DQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0208.See file dsdata.txt to determine how the superseded data were derived.
 DQ0208
 DQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT260200(NAD 83)
 DQ0208_MARKER: DB = BENCH MARK DISK
 DQ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0208_STAMPING: Q 441 1934
 DQ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0208+STABILITY: SURFACE MOTION
 DQ0208
 DQ0208  HISTORY     - Date     Condition        Report By
 DQ0208  HISTORY     - 1934     MONUMENTED       CGS
 DQ0208  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 DQ0208
 DQ0208                          STATION DESCRIPTION
 DQ0208
 DQ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0208'10.6 MI W FROM LEVELLAND.
 DQ0208'10.6 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0208'STATION AT LEVELLAND, HOCKLEY COUNTY, 0.3 MILE WEST OF MILEPOST 36, AT
 DQ0208'A ROAD CROSSING, 49 FEET NORTH OF THE CENTERLINE OF THE TRACK, 32 FEET
 DQ0208'EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH OF THE NORTH
 DQ0208'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 441 1934 AND SET IN
 DQ0208'THE TOP OF A CONCRETE POST.
 DQ0208
 DQ0208                          STATION RECOVERY (1994)
 DQ0208
 DQ0208'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0108 ***********************************************************************
 DQ0108  DESIGNATION -  Q 442
 DQ0108  PID         -  DQ0108
 DQ0108  STATE/COUNTY-  TX/TERRY
 DQ0108  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0108
 DQ0108                         *CURRENT SURVEY CONTROL
 DQ0108  ___________________________________________________________________
 DQ0108* NAD 83(1986)-  33 10 50.     (N)    102 16 27.     (W)     SCALED    
 DQ0108* NAVD 88     -      1008.735  (meters)    3309.49   (feet)  ADJUSTED  
 DQ0108  ___________________________________________________________________
 DQ0108  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 DQ0108  DYNAMIC HT  -        1007.392 (meters)    3305.09  (feet)  COMP
 DQ0108  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 DQ0108
 DQ0108  VERT ORDER  -  SECOND    CLASS 0
 DQ0108
 DQ0108.The horizontal coordinates were scaled from a topographic map and have
 DQ0108.an estimated accuracy of +/- 6 seconds.
 DQ0108
 DQ0108.The orthometric height was determined by differential leveling
 DQ0108.and adjusted by the National Geodetic Survey in June 1991..
 DQ0108
 DQ0108.The geoid height was determined by GEOID03.
 DQ0108
 DQ0108.The dynamic height is computed by dividing the NAVD 88
 DQ0108.geopotential number by the normal gravity value computed on the
 DQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0108.degrees latitude (g = 980.6199 gals.).
 DQ0108
 DQ0108.The modeled gravity was interpolated from observed gravity values.
 DQ0108
 DQ0108;                    North         East    Units  Estimated Accuracy
 DQ0108;SPC TXNC     - 2,174,200.      248,130.      MT  (+/- 180 meters Scaled)
 DQ0108
 DQ0108                          SUPERSEDED SURVEY CONTROL
 DQ0108
 DQ0108  NGVD 29 (??/??/92) 1008.376  (m)         3308.31   (f) ADJ UNCH    2 0
 DQ0108
 DQ0108.Superseded values are not recommended for survey control.
 DQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0108.See file dsdata.txt to determine how the superseded data were derived.
 DQ0108
 DQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS541746(NAD 83)
 DQ0108_MARKER: DB = BENCH MARK DISK
 DQ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0108_STAMPING: Q 442 1934
 DQ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0108+STABILITY: SURFACE MOTION
 DQ0108
 DQ0108  HISTORY     - Date     Condition        Report By
 DQ0108  HISTORY     - 1934     MONUMENTED       CGS
 DQ0108
 DQ0108                          STATION DESCRIPTION
 DQ0108
 DQ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0108'0.7 MI E FROM BROWNFIELD.
 DQ0108'0.7 MILE EAST ALONG U.S. HIGHWAY 380 AND STATE HIGHWAY 84 FROM THE
 DQ0108'PANHANDLE AND SANTA FE RAILWAY STATION AT BROWNFIELD, TERRY COUNTY,
 DQ0108'175 YARDS SOUTH OF THE JUNCTION OF U.S. HIGHWAY 62, 54 FEET SOUTH OF A
 DQ0108'CONCRETE HIGHWAY MARKER, 39 FEET NORTH OF ANOTHER CONCRETE HIGHWAY
 DQ0108'MARKER, AND 42 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 62.  A
 DQ0108'STANDARD DISK, STAMPED Q 442 1934 AND SET IN THE TOP OF A CONCRETE
 DQ0108'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0705 ***********************************************************************
 CU0705  DESIGNATION -  Q 445
 CU0705  PID         -  CU0705
 CU0705  STATE/COUNTY-  TX/DAWSON
 CU0705  USGS QUAD   -  O'DONNELL (1969)
 CU0705
 CU0705                         *CURRENT SURVEY CONTROL
 CU0705  ___________________________________________________________________
 CU0705* NAD 83(1986)-  32 53 36.     (N)    101 52 31.     (W)     SCALED    
 CU0705* NAVD 88     -       916.574  (meters)    3007.13   (feet)  ADJUSTED  
 CU0705  ___________________________________________________________________
 CU0705  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CU0705  DYNAMIC HT  -         915.360 (meters)    3003.14  (feet)  COMP
 CU0705  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 CU0705
 CU0705  VERT ORDER  -  SECOND    CLASS 0
 CU0705
 CU0705.The horizontal coordinates were scaled from a topographic map and have
 CU0705.an estimated accuracy of +/- 6 seconds.
 CU0705
 CU0705.The orthometric height was determined by differential leveling
 CU0705.and adjusted by the National Geodetic Survey in June 1991..
 CU0705
 CU0705.The geoid height was determined by GEOID03.
 CU0705
 CU0705.The dynamic height is computed by dividing the NAVD 88
 CU0705.geopotential number by the normal gravity value computed on the
 CU0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0705.degrees latitude (g = 980.6199 gals.).
 CU0705
 CU0705.The modeled gravity was interpolated from observed gravity values.
 CU0705
 CU0705;                    North         East    Units  Estimated Accuracy
 CU0705;SPC TXNC     - 2,141,100.      284,280.      MT  (+/- 180 meters Scaled)
 CU0705
 CU0705                          SUPERSEDED SURVEY CONTROL
 CU0705
 CU0705  NGVD 29 (??/??/92)  916.225  (m)         3005.98   (f) ADJ UNCH    2 0
 CU0705
 CU0705.Superseded values are not recommended for survey control.
 CU0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0705.See file dsdata.txt to determine how the superseded data were derived.
 CU0705
 CU0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB310431(NAD 83)
 CU0705_MARKER: DB = BENCH MARK DISK
 CU0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0705_STAMPING: Q 445 1934
 CU0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0705+STABILITY: SURFACE MOTION
 CU0705
 CU0705  HISTORY     - Date     Condition        Report By
 CU0705  HISTORY     - 1934     MONUMENTED       CGS
 CU0705  HISTORY     - 1961     GOOD             NGS
 CU0705  HISTORY     - 1966     GOOD             NGS
 CU0705
 CU0705                          STATION DESCRIPTION
 CU0705
 CU0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0705'5.5 MI SW FROM ODONNELL.
 CU0705'IN DAWSON COUNTY, 5.5 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE
 CU0705'RAILWAY FROM THE STATION AT ODONNELL, LYNN COUNTY, 0.5 MILE NORTH OF
 CU0705'MILEPOST 42, 0.1 MILE SOUTH OF A WINDMILL ON THE WEST SIDE OF THE
 CU0705'TRACK, 52 FEET EAST OF THE CENTERLINE OF THE TRACK, 37 FEET WEST OF
 CU0705'THE CENTERLINE OF U. S. HIGHWAY 87, AND 2 FEET EAST OF THE
 CU0705'RIGHT-OF-WAY FENCE.  NOTE-- THE HIGHWAY AT THE TIME OF THE ORIGINAL
 CU0705'DESCRIPTION IS NOW UNDER CULTIVATION AND THE EXPRESSWAY IS ON THE WEST
 CU0705'SIDE OF THE TRACKS.  THE MARK PROJECTS ABOUT 8 INCHES, IS 6 FEET SOUTH
 CU0705'OF A POLE WHICH IS THE 4TH POLE SOUTHWEST OF A W SIGN AND IS AT A
 CU0705'POINT OPPOSITE A LOW CUT IN THE HIGHWAY.
 CU0705
 CU0705                          STATION RECOVERY (1966)
 CU0705
 CU0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CU0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0678 ***********************************************************************
 CU0678  DESIGNATION -  Q 446
 CU0678  PID         -  CU0678
 CU0678  STATE/COUNTY-  TX/BORDEN
 CU0678  USGS QUAD   -  HOLLOWAY CANYON (1969)
 CU0678
 CU0678                         *CURRENT SURVEY CONTROL
 CU0678  ___________________________________________________________________
 CU0678* NAD 83(1986)-  32 45 41.     (N)    101 30 54.     (W)     SCALED    
 CU0678* NAVD 88     -       791.076  (meters)    2595.39   (feet)  ADJUSTED  
 CU0678  ___________________________________________________________________
 CU0678  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 CU0678  DYNAMIC HT  -         790.035 (meters)    2591.97  (feet)  COMP
 CU0678  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 CU0678
 CU0678  VERT ORDER  -  SECOND    CLASS 0
 CU0678
 CU0678.The horizontal coordinates were scaled from a topographic map and have
 CU0678.an estimated accuracy of +/- 6 seconds.
 CU0678
 CU0678.The orthometric height was determined by differential leveling
 CU0678.and adjusted by the National Geodetic Survey in June 1991..
 CU0678
 CU0678.The geoid height was determined by GEOID03.
 CU0678
 CU0678.The dynamic height is computed by dividing the NAVD 88
 CU0678.geopotential number by the normal gravity value computed on the
 CU0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0678.degrees latitude (g = 980.6199 gals.).
 CU0678
 CU0678.The modeled gravity was interpolated from observed gravity values.
 CU0678
 CU0678;                    North         East    Units  Estimated Accuracy
 CU0678;SPC TXNC     - 2,125,450.      317,550.      MT  (+/- 180 meters Scaled)
 CU0678
 CU0678                          SUPERSEDED SURVEY CONTROL
 CU0678
 CU0678  NGVD 29 (??/??/92)  790.756  (m)         2594.34   (f) ADJ UNCH    2 0
 CU0678
 CU0678.Superseded values are not recommended for survey control.
 CU0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0678.See file dsdata.txt to determine how the superseded data were derived.
 CU0678
 CU0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB643276(NAD 83)
 CU0678_MARKER: DB = BENCH MARK DISK
 CU0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0678_STAMPING: Q 446 1934
 CU0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0678+STABILITY: SURFACE MOTION
 CU0678
 CU0678  HISTORY     - Date     Condition        Report By
 CU0678  HISTORY     - 1934     MONUMENTED       CGS
 CU0678
 CU0678                          STATION DESCRIPTION
 CU0678
 CU0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0678'4.6 MI W FROM GAIL.
 CU0678'4.6 MILES WEST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CU0678'GAIL, BORDEN COUNTY, 0.1 MILE EAST OF A DIP, 75 FEET WEST OF A DIM
 CU0678'CROSS AND A GATE IN THE FENCE, 55 FEET SOUTH OF THE CENTER LINE OF THE
 CU0678'HIGHWAY, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CU0678'STAMPED Q 446 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS
 CU0678'MARK IS ON THE OLD HIGHWAY AND SOUTH OF THE PRESENT PAVED HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0274 ***********************************************************************
 CC0274  DESIGNATION -  Q 447
 CC0274  PID         -  CC0274
 CC0274  STATE/COUNTY-  TX/WINKLER
 CC0274  USGS QUAD   -  VESRUE (1970)
 CC0274
 CC0274                         *CURRENT SURVEY CONTROL
 CC0274  ___________________________________________________________________
 CC0274* NAD 83(1986)-  31 58 15.     (N)    103 07 20.     (W)     SCALED    
 CC0274* NAVD 88     -       899.407  (meters)    2950.80   (feet)  ADJUSTED  
 CC0274  ___________________________________________________________________
 CC0274  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CC0274  DYNAMIC HT  -         898.139 (meters)    2946.64  (feet)  COMP
 CC0274  MODELED GRAV-     979,199.9   (mgal)                       NAVD 88
 CC0274
 CC0274  VERT ORDER  -  SECOND    CLASS 0
 CC0274
 CC0274.The horizontal coordinates were scaled from a topographic map and have
 CC0274.an estimated accuracy of +/- 6 seconds.
 CC0274
 CC0274.The orthometric height was determined by differential leveling
 CC0274.and adjusted by the National Geodetic Survey in June 1991..
 CC0274
 CC0274.The geoid height was determined by GEOID03.
 CC0274
 CC0274.The dynamic height is computed by dividing the NAVD 88
 CC0274.geopotential number by the normal gravity value computed on the
 CC0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0274.degrees latitude (g = 980.6199 gals.).
 CC0274
 CC0274.The modeled gravity was interpolated from observed gravity values.
 CC0274
 CC0274;                    North         East    Units  Estimated Accuracy
 CC0274;SPC TX C     - 3,258,750.      436,410.      MT  (+/- 180 meters Scaled)
 CC0274
 CC0274                          SUPERSEDED SURVEY CONTROL
 CC0274
 CC0274  NGVD 29 (??/??/92)  899.010  (m)         2949.50   (f) ADJ UNCH    2 0
 CC0274
 CC0274.Superseded values are not recommended for survey control.
 CC0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0274.See file dsdata.txt to determine how the superseded data were derived.
 CC0274
 CC0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR774387(NAD 83)
 CC0274_MARKER: DB = BENCH MARK DISK
 CC0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0274_STAMPING: Q-447 1935
 CC0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0274+STABILITY: SURFACE MOTION
 CC0274
 CC0274  HISTORY     - Date     Condition        Report By
 CC0274  HISTORY     - 1935     MONUMENTED       CGS
 CC0274
 CC0274                          STATION DESCRIPTION
 CC0274
 CC0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0274'0.2 MI S FROM CHEYENNE.
 CC0274'0.2 MI. S. ALONG T. AND NM. RY. 164 FT. E. OF MILE POST NO. 32, 101
 CC0274'FT. E. OF THE CENTER LINE OF TRACK, 55 FT. W. OF THE CENTER LINE OF
 CC0274'HWY., AND 1 FT. W. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0398 ***********************************************************************
 BN0398  DESIGNATION -  Q 448
 BN0398  PID         -  BN0398
 BN0398  STATE/COUNTY-  TX/MENARD
 BN0398  USGS QUAD   -  LONDON (1968)
 BN0398
 BN0398                         *CURRENT SURVEY CONTROL
 BN0398  ___________________________________________________________________
 BN0398* NAD 83(1986)-  30 42 57.     (N)    099 31 46.     (W)     SCALED    
 BN0398* NAVD 88     -       535.100  (meters)    1755.57   (feet)  ADJUSTED  
 BN0398  ___________________________________________________________________
 BN0398  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BN0398  DYNAMIC HT  -         534.354 (meters)    1753.13  (feet)  COMP
 BN0398  MODELED GRAV-     979,229.7   (mgal)                       NAVD 88
 BN0398
 BN0398  VERT ORDER  -  SECOND    CLASS 0
 BN0398
 BN0398.The horizontal coordinates were scaled from a topographic map and have
 BN0398.an estimated accuracy of +/- 6 seconds.
 BN0398
 BN0398.The orthometric height was determined by differential leveling
 BN0398.and adjusted by the National Geodetic Survey in June 1991..
 BN0398
 BN0398.The geoid height was determined by GEOID03.
 BN0398
 BN0398.The dynamic height is computed by dividing the NAVD 88
 BN0398.geopotential number by the normal gravity value computed on the
 BN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0398.degrees latitude (g = 980.6199 gals.).
 BN0398
 BN0398.The modeled gravity was interpolated from observed gravity values.
 BN0398
 BN0398;                    North         East    Units  Estimated Accuracy
 BN0398;SPC TX C     - 3,116,580.      776,990.      MT  (+/- 180 meters Scaled)
 BN0398
 BN0398                          SUPERSEDED SURVEY CONTROL
 BN0398
 BN0398  NGVD 29 (??/??/92)  535.049  (m)         1755.41   (f) ADJ UNCH    2 0
 BN0398
 BN0398.Superseded values are not recommended for survey control.
 BN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0398.See file dsdata.txt to determine how the superseded data were derived.
 BN0398
 BN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU493982(NAD 83)
 BN0398_MARKER: DB = BENCH MARK DISK
 BN0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0398_STAMPING: Q 448 1935
 BN0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0398+STABILITY: SURFACE MOTION
 BN0398
 BN0398  HISTORY     - Date     Condition        Report By
 BN0398  HISTORY     - 1935     MONUMENTED       CGS
 BN0398  HISTORY     - 1953     GOOD             NGS
 BN0398
 BN0398                          STATION DESCRIPTION
 BN0398
 BN0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0398'4.0 MI NE FROM LONDON.
 BN0398'3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 377 FROM THE POST OFFICE AT
 BN0398'LONDON, THENCE 1.0 MILE NORTHEAST ALONG A GRADED DIRT ROAD, 0.1 MILE
 BN0398'SOUTH OF A FARMHOUSE, 28 FEET WEST OF THE CENTER LINE OF THE ROAD, 8.5
 BN0398'FEET NORTHEAST OF A 10 INCH OAK TREE, 2.2 FEET WEST OF A WITNESS POST,
 BN0398'1.7 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BN0398'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0271 ***********************************************************************
 BN0271  DESIGNATION -  Q 449
 BN0271  PID         -  BN0271
 BN0271  STATE/COUNTY-  TX/KERR
 BN0271  USGS QUAD   -  OLD NOXVILLE (1974)
 BN0271
 BN0271                         *CURRENT SURVEY CONTROL
 BN0271  ___________________________________________________________________
 BN0271* NAD 83(1986)-  30 15 51.     (N)    099 28 59.     (W)     SCALED    
 BN0271* NAVD 88     -       665.873  (meters)    2184.62   (feet)  ADJUSTED  
 BN0271  ___________________________________________________________________
 BN0271  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BN0271  DYNAMIC HT  -         664.913 (meters)    2181.47  (feet)  COMP
 BN0271  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 BN0271
 BN0271  VERT ORDER  -  SECOND    CLASS 0
 BN0271
 BN0271.The horizontal coordinates were scaled from a topographic map and have
 BN0271.an estimated accuracy of +/- 6 seconds.
 BN0271
 BN0271.The orthometric height was determined by differential leveling
 BN0271.and adjusted by the National Geodetic Survey in June 1991..
 BN0271
 BN0271.The geoid height was determined by GEOID03.
 BN0271
 BN0271.The dynamic height is computed by dividing the NAVD 88
 BN0271.geopotential number by the normal gravity value computed on the
 BN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0271.degrees latitude (g = 980.6199 gals.).
 BN0271
 BN0271.The modeled gravity was interpolated from observed gravity values.
 BN0271
 BN0271;                    North         East    Units  Estimated Accuracy
 BN0271;SPC TXSC     - 4,269,510.      553,520.      MT  (+/- 180 meters Scaled)
 BN0271
 BN0271                          SUPERSEDED SURVEY CONTROL
 BN0271
 BN0271  NGVD 29 (??/??/92)  665.810  (m)         2184.41   (f) ADJ UNCH    2 0
 BN0271
 BN0271.Superseded values are not recommended for survey control.
 BN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0271.See file dsdata.txt to determine how the superseded data were derived.
 BN0271
 BN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU535481(NAD 83)
 BN0271_MARKER: DB = BENCH MARK DISK
 BN0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0271_STAMPING: Q 449 1935
 BN0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0271+STABILITY: SURFACE MOTION
 BN0271
 BN0271  HISTORY     - Date     Condition        Report By
 BN0271  HISTORY     - 1935     MONUMENTED       CGS
 BN0271  HISTORY     - 1974     GOOD             NGS
 BN0271
 BN0271                          STATION DESCRIPTION
 BN0271
 BN0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BN0271'9.4 MI NW FROM MOUNTAIN HOME.
 BN0271'9.4 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 BN0271'MOUNTAIN HOME, TEXAS.  93 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY 27.
 BN0271'465 FEET SOUTHEAST ALONG SOUTH ROW FENCE FROM JOG IN ROW FENCE. A
 BN0271'STANDARD DISK, STAMPED Q 449 1935 AND SET IN THE TOP OF A CONCRETE
 BN0271'POST PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1126 ***********************************************************************
 AY1126  DESIGNATION -  Q 450
 AY1126  PID         -  AY1126
 AY1126  STATE/COUNTY-  TX/BANDERA
 AY1126  USGS QUAD   -  ROCK CLIFF RESERVOIR (1982)
 AY1126
 AY1126                         *CURRENT SURVEY CONTROL
 AY1126  ___________________________________________________________________
 AY1126* NAD 83(1986)-  29 46 47.     (N)    099 12 22.     (W)     SCALED    
 AY1126* NAVD 88     -       421.175  (meters)    1381.81   (feet)  ADJUSTED  
 AY1126  ___________________________________________________________________
 AY1126  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AY1126  DYNAMIC HT  -         420.566 (meters)    1379.81  (feet)  COMP
 AY1126  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 AY1126
 AY1126  VERT ORDER  -  SECOND    CLASS 0
 AY1126
 AY1126.The horizontal coordinates were scaled from a topographic map and have
 AY1126.an estimated accuracy of +/- 6 seconds.
 AY1126
 AY1126.The orthometric height was determined by differential leveling
 AY1126.and adjusted by the National Geodetic Survey in June 1991..
 AY1126
 AY1126.The geoid height was determined by GEOID03.
 AY1126
 AY1126.The dynamic height is computed by dividing the NAVD 88
 AY1126.geopotential number by the normal gravity value computed on the
 AY1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1126.degrees latitude (g = 980.6199 gals.).
 AY1126
 AY1126.The modeled gravity was interpolated from observed gravity values.
 AY1126
 AY1126;                    North         East    Units  Estimated Accuracy
 AY1126;SPC TXSC     - 4,215,730.      580,070.      MT  (+/- 180 meters Scaled)
 AY1126
 AY1126                          SUPERSEDED SURVEY CONTROL
 AY1126
 AY1126  NGVD 29 (??/??/92)  421.06   (m)         1381.4    (f) COMPUTED    2 0
 AY1126
 AY1126.Superseded values are not recommended for survey control.
 AY1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1126.See file dsdata.txt to determine how the superseded data were derived.
 AY1126
 AY1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT800943(NAD 83)
 AY1126_MARKER: DB = BENCH MARK DISK
 AY1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1126_STAMPING: Q-450 1935
 AY1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1126+STABILITY: SURFACE MOTION
 AY1126
 AY1126  HISTORY     - Date     Condition        Report By
 AY1126  HISTORY     - 1935     MONUMENTED       CGS
 AY1126  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1126  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1126
 AY1126                          STATION DESCRIPTION
 AY1126
 AY1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY1126'10.4 MI NW FROM BANDERA.
 AY1126'10.4 MI. N.W. OF COURTHOUSE, ALONG STATE HWY. NO. 81 48 FT. EAST OF
 AY1126'THE CENTER LINE OF THE HWY. 9 FT WEST OF A TELEPHONE LINE, 0.1 OF A
 AY1126'MILE SOUTH OF A SHARP CURVE IN THE HWY, ABOUT 350 FT. WEST OF THE
 AY1126'MEDINA RIVER, 19 FT. SOUTH OF A 36 INCH LIVE OAK TREE.  0.25 OF A MILE
 AY1126'NORTH OF A RANCH ROAD BEARING WEST.
 AY1126
 AY1126                          STATION RECOVERY (1953)
 AY1126
 AY1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1126'MARK NOT FOUND.
 AY1126
 AY1126                          STATION RECOVERY (1993)
 AY1126
 AY1126'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0251 ***********************************************************************
 CD0251  DESIGNATION -  Q 451
 CD0251  PID         -  CD0251
 CD0251  STATE/COUNTY-  TX/CULBERSON
 CD0251  USGS QUAD   -  FIGURE TWO RANCH (1973)
 CD0251
 CD0251                         *CURRENT SURVEY CONTROL
 CD0251  ___________________________________________________________________
 CD0251* NAD 83(1986)-  31 26 18.     (N)    104 51 13.     (W)     SCALED    
 CD0251* NAVD 88     -      1115.078  (meters)    3658.39   (feet)  ADJUSTED  
 CD0251  ___________________________________________________________________
 CD0251  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 CD0251  DYNAMIC HT  -        1113.364 (meters)    3652.76  (feet)  COMP
 CD0251  MODELED GRAV-     979,064.6   (mgal)                       NAVD 88
 CD0251
 CD0251  VERT ORDER  -  SECOND    CLASS 0
 CD0251
 CD0251.The horizontal coordinates were scaled from a topographic map and have
 CD0251.an estimated accuracy of +/- 6 seconds.
 CD0251
 CD0251.The orthometric height was determined by differential leveling
 CD0251.and adjusted by the National Geodetic Survey in June 1991..
 CD0251
 CD0251.The geoid height was determined by GEOID03.
 CD0251
 CD0251.The dynamic height is computed by dividing the NAVD 88
 CD0251.geopotential number by the normal gravity value computed on the
 CD0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0251.degrees latitude (g = 980.6199 gals.).
 CD0251
 CD0251.The modeled gravity was interpolated from observed gravity values.
 CD0251
 CD0251;                    North         East    Units  Estimated Accuracy
 CD0251;SPC TX C     - 3,205,130.      270,440.      MT  (+/- 180 meters Scaled)
 CD0251
 CD0251                          SUPERSEDED SURVEY CONTROL
 CD0251
 CD0251  NGVD 29 (??/??/92) 1114.598  (m)         3656.81   (f) ADJ UNCH    2 0
 CD0251
 CD0251.Superseded values are not recommended for survey control.
 CD0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0251.See file dsdata.txt to determine how the superseded data were derived.
 CD0251
 CD0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ139781(NAD 83)
 CD0251_MARKER: DB = BENCH MARK DISK
 CD0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0251_STAMPING: Q 451 1934
 CD0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0251+STABILITY: SURFACE MOTION
 CD0251
 CD0251  HISTORY     - Date     Condition        Report By
 CD0251  HISTORY     - 1934     MONUMENTED       CGS
 CD0251  HISTORY     - 1958     GOOD             NGS
 CD0251
 CD0251                          STATION DESCRIPTION
 CD0251
 CD0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0251'30.55 MI N FROM VAN HORN.
 CD0251'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0251'STATION AT VAN HORN, THENCE ABOUT 30.0 MILES NORTH ALONG STATE HIGHWAY
 CD0251'54, THENCE ABOUT 0.4 MILE WEST ACROSS A BRUSHY PASTURE TO THE OLD
 CD0251'HIGHWAY.  33 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT
 CD0251'1.5 MILE SOUTH OF THE FIGURE 2 RANCH BUILDINGS, ABOUT 0.1 MILE SOUTH
 CD0251'OF THE CREST OF A SMALL GRADE IN THE OLD HIGHWAY, 3 FEET SOUTH OF A
 CD0251'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE OLD HIGHWAY, AND IN
 CD0251'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0508 ***********************************************************************
 BP0508  DESIGNATION -  Q 452
 BP0508  PID         -  BP0508
 BP0508  STATE/COUNTY-  TX/REEVES
 BP0508  USGS QUAD   -  TOYAHVALE (1972)
 BP0508
 BP0508                         *CURRENT SURVEY CONTROL
 BP0508  ___________________________________________________________________
 BP0508* NAD 83(1986)-  30 56 36.     (N)    103 47 30.     (W)     SCALED    
 BP0508* NAVD 88     -      1014.470  (meters)    3328.31   (feet)  POSTED    
 BP0508  ___________________________________________________________________
 BP0508  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BP0508  DYNAMIC HT  -        1012.920 (meters)    3323.22  (feet)  COMP
 BP0508  MODELED GRAV-     979,081.6   (mgal)                       NAVD 88
 BP0508
 BP0508  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0508
 BP0508.The horizontal coordinates were scaled from a topographic map and have
 BP0508.an estimated accuracy of +/- 6 seconds.
 BP0508
 BP0508.The orthometric height was determined by differential leveling
 BP0508.and adjusted by the National Geodetic Survey in 1992..
 BP0508.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0508.rate of 2.1 thru 3.0 mm/km.
 BP0508
 BP0508.The geoid height was determined by GEOID03.
 BP0508
 BP0508.The dynamic height is computed by dividing the NAVD 88
 BP0508.geopotential number by the normal gravity value computed on the
 BP0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0508.degrees latitude (g = 980.6199 gals.).
 BP0508
 BP0508.The modeled gravity was interpolated from observed gravity values.
 BP0508
 BP0508;                    North         East    Units  Estimated Accuracy
 BP0508;SPC TX C     - 3,146,660.      369,610.      MT  (+/- 180 meters Scaled)
 BP0508
 BP0508                          SUPERSEDED SURVEY CONTROL
 BP0508
 BP0508  NGVD 29 (??/??/92) 1014.136  (m)         3327.21   (f) ADJ UNCH    2 0
 BP0508
 BP0508.Superseded values are not recommended for survey control.
 BP0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0508.See file dsdata.txt to determine how the superseded data were derived.
 BP0508
 BP0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ154239(NAD 83)
 BP0508_MARKER: DB = BENCH MARK DISK
 BP0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0508_STAMPING: Q 452 1934 3327.267
 BP0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0508+STABILITY: SURFACE MOTION
 BP0508
 BP0508  HISTORY     - Date     Condition        Report By
 BP0508  HISTORY     - 1934     MONUMENTED       CGS
 BP0508  HISTORY     - 1958     GOOD             NGS
 BP0508  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0508
 BP0508                          STATION DESCRIPTION
 BP0508
 BP0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0508'0.25 MI WSW FROM TOYAHVALE.
 BP0508'ABOUT 0.25 MILE WEST-SOUTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST
 BP0508'OFFICE AT TOYAHVALE, 45 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 BP0508'HIGHWAY, 198 FEET WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 BP0508'STATE HIGHWAY 17, 532 FEET EAST-NORTHEAST OF A STEEL CATTLE GUARD
 BP0508'ACROSS U.S. HIGHWAY 290, 16 FEET SOUTH-SOUTHEAST OF A FENCE, 1 FOOT
 BP0508'SOUTHWEST OF A CONCRETE WITNESS POST, AND IN THE TOP OF A CONCRETE
 BP0508'POST PROJECTING 6 INCHES.
 BP0508
 BP0508                          STATION RECOVERY (1996)
 BP0508
 BP0508'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0257 ***********************************************************************
 BP0257  DESIGNATION -  Q 453
 BP0257  PID         -  BP0257
 BP0257  STATE/COUNTY-  TX/PECOS
 BP0257  USGS QUAD   -  BELDING NE (1970)
 BP0257
 BP0257                         *CURRENT SURVEY CONTROL
 BP0257  ___________________________________________________________________
 BP0257* NAD 83(1986)-  30 54 32.     (N)    103 06 40.     (W)     SCALED    
 BP0257* NAVD 88     -       922.284  (meters)    3025.86   (feet)  POSTED    
 BP0257  ___________________________________________________________________
 BP0257  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BP0257  DYNAMIC HT  -         920.880 (meters)    3021.25  (feet)  COMP
 BP0257  MODELED GRAV-     979,089.2   (mgal)                       NAVD 88
 BP0257
 BP0257  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0257
 BP0257.The horizontal coordinates were scaled from a topographic map and have
 BP0257.an estimated accuracy of +/- 6 seconds.
 BP0257
 BP0257.The orthometric height was determined by differential leveling
 BP0257.and adjusted by the National Geodetic Survey in 1992..
 BP0257.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0257.rate of 1.1 thru 2.0 mm/km.
 BP0257
 BP0257.The geoid height was determined by GEOID03.
 BP0257
 BP0257.The dynamic height is computed by dividing the NAVD 88
 BP0257.geopotential number by the normal gravity value computed on the
 BP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0257.degrees latitude (g = 980.6199 gals.).
 BP0257
 BP0257.The modeled gravity was interpolated from observed gravity values.
 BP0257
 BP0257;                    North         East    Units  Estimated Accuracy
 BP0257;SPC TX C     - 3,141,020.      434,520.      MT  (+/- 180 meters Scaled)
 BP0257
 BP0257                          SUPERSEDED SURVEY CONTROL
 BP0257
 BP0257  NGVD 29 (??/??/92)  921.932  (m)         3024.71   (f) ADJ UNCH    2 0
 BP0257
 BP0257.Superseded values are not recommended for survey control.
 BP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0257.See file dsdata.txt to determine how the superseded data were derived.
 BP0257
 BP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ805210(NAD 83)
 BP0257_MARKER: DB = BENCH MARK DISK
 BP0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0257_SP_SET: CURBINS
 BP0257_STAMPING: Q 453 1935 3024.705
 BP0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0257
 BP0257  HISTORY     - Date     Condition        Report By
 BP0257  HISTORY     - 1935     MONUMENTED       CGS
 BP0257  HISTORY     - 1958     GOOD             NGS
 BP0257  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0257  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0257
 BP0257                          STATION DESCRIPTION
 BP0257
 BP0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0257'13.6 MI W FROM FORT STOCKTON.
 BP0257'ABOUT 13.6 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0257'SANTA FE RAILWAY STATION AT FORT STOCKTON, 12 1/2 FEET NORTH OF THE
 BP0257'CENTER LINE OF THE HIGHWAY, 3 1/2 FEET WEST OF THE EAST END OF A SMALL
 BP0257'CONCRETE HIGHWAY BRIDGE, AND IN THE TOP OF THE NORTH CURBING OF THE
 BP0257'BRIDGE ABOUT 1 1/2 FEET ABOVE THE HIGHWAY.
 BP0257
 BP0257                          STATION RECOVERY (1966)
 BP0257
 BP0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0257'MARK NOT FOUND.
 BP0257
 BP0257                          STATION RECOVERY (1996)
 BP0257
 BP0257'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0006 ***********************************************************************
 BB0006  DESIGNATION -  Q 454
 BB0006  PID         -  BB0006
 BB0006  STATE/COUNTY-  TX/PRESIDIO
 BB0006  USGS QUAD   -  SHAFTER (1983)
 BB0006
 BB0006                         *CURRENT SURVEY CONTROL
 BB0006  ___________________________________________________________________
 BB0006* NAD 83(1986)-  29 51 55.     (N)    104 17 27.     (W)     SCALED    
 BB0006* NAVD 88     -      1278.975  (meters)    4196.10   (feet)  ADJUSTED  
 BB0006  ___________________________________________________________________
 BB0006  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 BB0006  DYNAMIC HT  -        1276.822 (meters)    4189.04  (feet)  COMP
 BB0006  MODELED GRAV-     978,914.5   (mgal)                       NAVD 88
 BB0006
 BB0006  VERT ORDER  -  FIRST     CLASS II
 BB0006
 BB0006.The horizontal coordinates were scaled from a topographic map and have
 BB0006.an estimated accuracy of +/- 6 seconds.
 BB0006
 BB0006.The orthometric height was determined by differential leveling
 BB0006.and adjusted by the National Geodetic Survey in June 1991..
 BB0006
 BB0006.The geoid height was determined by GEOID03.
 BB0006
 BB0006.The dynamic height is computed by dividing the NAVD 88
 BB0006.geopotential number by the normal gravity value computed on the
 BB0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0006.degrees latitude (g = 980.6199 gals.).
 BB0006
 BB0006.The modeled gravity was interpolated from observed gravity values.
 BB0006
 BB0006;                    North         East    Units  Estimated Accuracy
 BB0006;SPC TXSC     - 4,236,760.       89,040.      MT  (+/- 180 meters Scaled)
 BB0006
 BB0006                          SUPERSEDED SURVEY CONTROL
 BB0006
 BB0006  NGVD 29 (??/??/92) 1278.502  (m)         4194.55   (f) ADJ UNCH    1 2
 BB0006
 BB0006.Superseded values are not recommended for survey control.
 BB0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0006.See file dsdata.txt to determine how the superseded data were derived.
 BB0006
 BB0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP684040(NAD 83)
 BB0006_MARKER: DB = BENCH MARK DISK
 BB0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0006_STAMPING: Q 454 1935
 BB0006_MARK LOGO: CGS   
 BB0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0006+STABILITY: SURFACE MOTION
 BB0006
 BB0006  HISTORY     - Date     Condition        Report By
 BB0006  HISTORY     - 1935     MONUMENTED       CGS
 BB0006  HISTORY     - 1958     MARK NOT FOUND   NGS
 BB0006  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0006  HISTORY     - 1981     GOOD             NGS
 BB0006  HISTORY     - 1982     GOOD             NGS
 BB0006  HISTORY     - 19961010 GOOD             USPSQD
 BB0006
 BB0006                          STATION DESCRIPTION
 BB0006
 BB0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0006'5.1 MI NE FROM SHAFTER.
 BB0006'THIS MARK IS ON THE OLD ABANDONED U. S. HIGHWAY 67.  OPPOSITE A CURVE,
 BB0006'50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET EAST OF THE
 BB0006'BOTTOM OF A SMALL RAVINE.  A STANDARD DISK, STAMPED Q 454 1935 AND SET
 BB0006'IN THE TOP OF A CONCRETE POST.
 BB0006
 BB0006                          STATION RECOVERY (1966)
 BB0006
 BB0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0006'MARK NOT FOUND.
 BB0006
 BB0006                          STATION RECOVERY (1981)
 BB0006
 BB0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0006'6.1 KM (3.8 MI) NORTHEAST ALONG U.S. HIGHWAY 67FROM THE NORTHEAST END
 BB0006'OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.8 KM (0.5 MI) SOUTHWEST
 BB0006'OF A POWER LINE CROSSING. 51.6 M (164.5 FT) ESE OF THE CENTER OF THE
 BB0006'HIGHWAY, 45.7 M (145 FT) E OF A POST AND SIGN (CURVE 50 MPH), 35.7 M
 BB0006'(111.5 FT) ESE OF A FENCE , AND 22.0 M (66 FT) SE OF BM P 1400.
 BB0006
 BB0006                          STATION RECOVERY (1982)
 BB0006
 BB0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BB0006'RECOVERED IN GOOD CONDITION.
 BB0006
 BB0006                          STATION RECOVERY (1996)
 BB0006
 BB0006'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0022 ***********************************************************************
 AM0022  DESIGNATION -  Q 455
 AM0022  PID         -  AM0022
 AM0022  STATE/COUNTY-  TX/BRAZORIA
 AM0022  USGS QUAD   -  FREEPORT (1974)
 AM0022
 AM0022                         *CURRENT SURVEY CONTROL
 AM0022  ___________________________________________________________________
 AM0022* NAD 83(1986)-  28 57 30.     (N)    095 20 13.     (W)     SCALED    
 AM0022* NAVD 88     -         0.75   (+/-2cm)       2.5    (feet)  VERTCON   
 AM0022  ___________________________________________________________________
 AM0022  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AM0022
 AM0022  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0022
 AM0022.The horizontal coordinates were scaled from a topographic map and have
 AM0022.an estimated accuracy of +/- 6 seconds.
 AM0022
 AM0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0022.The vertical order pertains to the NGVD 29 superseded value.
 AM0022
 AM0022.The geoid height was determined by GEOID03.
 AM0022
 AM0022;                    North         East    Units  Estimated Accuracy
 AM0022;SPC TXSC     - 4,130,270.      956,970.      MT  (+/- 180 meters Scaled)
 AM0022
 AM0022                          SUPERSEDED SURVEY CONTROL
 AM0022
 AM0022  NGVD 29 (??/??/92)    0.769  (m)            2.52   (f) ADJ UNCH    1 1
 AM0022
 AM0022.Superseded values are not recommended for survey control.
 AM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0022.See file dsdata.txt to determine how the superseded data were derived.
 AM0022
 AM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN722056(NAD 83)
 AM0022_MARKER: DB = BENCH MARK DISK
 AM0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0022_SP_SET: CULVERT
 AM0022_STAMPING: Q 455 1951
 AM0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0022
 AM0022  HISTORY     - Date     Condition        Report By
 AM0022  HISTORY     - 1951     MONUMENTED       CGS
 AM0022  HISTORY     - 1973     GOOD             NGS
 AM0022  HISTORY     - 1977     GOOD             NGS
 AM0022  HISTORY     - 1978     GOOD             NGS
 AM0022  HISTORY     - 1988     POOR             USPSQD
 AM0022  HISTORY     - 19980425 GOOD             USPSQD
 AM0022
 AM0022                          STATION DESCRIPTION
 AM0022
 AM0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0022'1.15 MI E FROM FREEPORT.
 AM0022'1.15 MILES EAST ALONG COUNTY ROAD 229 FROM THE JUNCTION OF VELASCO
 AM0022'BOULEVARD AT FREEPORT, 0.45 MILE EAST OF THE JUNCTION OF FARM ROAD
 AM0022'1495, AT THE JUNCTION OF AN ASPHALT ROAD SOUTHWEST TO MIDWAY, IN THE
 AM0022'TOP AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 AM0022'CONCRETE HEAD WALL OF DOUBLE 24-INCH CULVERTS, 21 1/2 FEET SOUTHWEST
 AM0022'OF THE CENTER LINE OF THE FARM ROAD, 127 FEET NORTHWEST OF THE CENTER
 AM0022'LINE OF THE ROAD SOUTHWEST, AND ABOUT LEVEL WITH THE ROAD.
 AM0022
 AM0022                          STATION RECOVERY (1977)
 AM0022
 AM0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0022'RECOVERED IN GOOD CONDITION.
 AM0022
 AM0022                          STATION RECOVERY (1978)
 AM0022
 AM0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0022'RECOVERED IN GOOD CONDITION.
 AM0022
 AM0022                          STATION RECOVERY (1988)
 AM0022
 AM0022'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AM0022'MARK RECOVERED IN POOR CONDITION.
 AM0022
 AM0022                          STATION RECOVERY (1998)
 AM0022
 AM0022'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0477 ***********************************************************************
 AW0477  DESIGNATION -  Q 456
 AW0477  PID         -  AW0477
 AW0477  STATE/COUNTY-  TX/GALVESTON
 AW0477  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0477
 AW0477                         *CURRENT SURVEY CONTROL
 AW0477  ___________________________________________________________________
 AW0477* NAD 83(1986)-  29 20 06.     (N)    094 58 52.     (W)     SCALED    
 AW0477* NAVD 88     -         1.37   (+/-2cm)       4.5    (feet)  VERTCON   
 AW0477  ___________________________________________________________________
 AW0477  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW0477
 AW0477  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0477
 AW0477.The horizontal coordinates were scaled from a topographic map and have
 AW0477.an estimated accuracy of +/- 6 seconds.
 AW0477
 AW0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0477.The vertical order pertains to the NGVD 29 superseded value.
 AW0477
 AW0477.The geoid height was determined by GEOID03.
 AW0477
 AW0477;                    North         East    Units  Estimated Accuracy
 AW0477;SPC TXSC     - 4,173,130.      990,200.      MT  (+/- 180 meters Scaled)
 AW0477
 AW0477                          SUPERSEDED SURVEY CONTROL
 AW0477
 AW0477  NGVD 29 (??/??/92)    1.364  (m)            4.48   (f) ADJ UNCH    1 1
 AW0477
 AW0477.Superseded values are not recommended for survey control.
 AW0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0477.See file dsdata.txt to determine how the superseded data were derived.
 AW0477
 AW0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN076467(NAD 83)
 AW0477_MARKER: DB = BENCH MARK DISK
 AW0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0477_STAMPING: Q 456 1951
 AW0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0477+STABILITY: SURFACE MOTION
 AW0477
 AW0477  HISTORY     - Date     Condition        Report By
 AW0477  HISTORY     - 1951     MONUMENTED       CGS
 AW0477  HISTORY     - 1973     GOOD             NGS
 AW0477  HISTORY     - 1978     MARK NOT FOUND   USPSQD
 AW0477  HISTORY     - 1978     GOOD             NGS
 AW0477  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0477  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0477  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0477  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0477  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW0477  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 AW0477  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AW0477
 AW0477                          STATION DESCRIPTION
 AW0477
 AW0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0477'2.5 MI E FROM HITCHCOCK.
 AW0477'2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0477'THE STATION AT HITCHCOCK, 0.35 MILE EAST OF MILEPOST 12, 0.2 MILE WEST
 AW0477'OF AN OVERPASS, 42.5 FEET NORTH OF THE NORTH RAIL, 37 1/2 FEET SOUTH
 AW0477'OF THE CENTER LINE OF A SHELL ROAD, 1.2 FEET WEST OF A WITNESS POST,
 AW0477'ABOUT 6 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 AW0477'POST PROJECTING 1.1 FEET ABOVE THE GROUND.
 AW0477
 AW0477                          STATION RECOVERY (1978)
 AW0477
 AW0477'RECOVERY NOTE BY US POWER SQUADRON 1978 (NGB)
 AW0477'MARK NOT FOUND.
 AW0477
 AW0477                          STATION RECOVERY (1978)
 AW0477
 AW0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0477'RECOVERED IN GOOD CONDITION.
 AW0477
 AW0477                          STATION RECOVERY (1987)
 AW0477
 AW0477'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0477'MARK NOT FOUND.
 AW0477
 AW0477                          STATION RECOVERY (1987)
 AW0477
 AW0477'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0477'MARK NOT FOUND.
 AW0477
 AW0477                          STATION RECOVERY (1987)
 AW0477
 AW0477'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW0477'MARK NOT FOUND.
 AW0477
 AW0477                          STATION RECOVERY (1988)
 AW0477
 AW0477'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0477'MARK NOT FOUND.
 AW0477
 AW0477                          STATION RECOVERY (1995)
 AW0477
 AW0477'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0477'MARK NOT FOUND.
 AW0477
 AW0477                          STATION RECOVERY (2004)
 AW0477
 AW0477'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0477'MARK NOT FOUND.
 AW0477
 AW0477                          STATION RECOVERY (2005)
 AW0477
 AW0477'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0024 ***********************************************************************
 AH0024  DESIGNATION -  Q 46
 AH0024  PID         -  AH0024
 AH0024  STATE/COUNTY-  TX/NUECES
 AH0024  USGS QUAD   -  ROBSTOWN (1975)
 AH0024
 AH0024                         *CURRENT SURVEY CONTROL
 AH0024  ___________________________________________________________________
 AH0024* NAD 83(1986)-  27 47 18.     (N)    097 39 41.     (W)     SCALED    
 AH0024* NAVD 88     -        22.916  (meters)      75.18   (feet)  ADJUSTED  
 AH0024  ___________________________________________________________________
 AH0024  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH0024  DYNAMIC HT  -          22.881 (meters)      75.07  (feet)  COMP
 AH0024  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 AH0024
 AH0024  VERT ORDER  -  FIRST     CLASS I
 AH0024
 AH0024.The horizontal coordinates were scaled from a topographic map and have
 AH0024.an estimated accuracy of +/- 6 seconds.
 AH0024
 AH0024.The orthometric height was determined by differential leveling
 AH0024.and adjusted by the National Geodetic Survey in June 1991..
 AH0024
 AH0024.The geoid height was determined by GEOID03.
 AH0024
 AH0024.The dynamic height is computed by dividing the NAVD 88
 AH0024.geopotential number by the normal gravity value computed on the
 AH0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0024.degrees latitude (g = 980.6199 gals.).
 AH0024
 AH0024.The modeled gravity was interpolated from observed gravity values.
 AH0024
 AH0024;                    North         East    Units  Estimated Accuracy
 AH0024;SPC TX S     - 5,235,350.      382,650.      MT  (+/- 180 meters Scaled)
 AH0024
 AH0024                          SUPERSEDED SURVEY CONTROL
 AH0024
 AH0024  NGVD 29 (??/??/92)   23.049  (m)           75.62   (f) ADJ UNCH    1 1
 AH0024
 AH0024.Superseded values are not recommended for survey control.
 AH0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0024.See file dsdata.txt to determine how the superseded data were derived.
 AH0024
 AH0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR318744(NAD 83)
 AH0024_MARKER: DB = BENCH MARK DISK
 AH0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0024_SP_SET: BUILDING
 AH0024_STAMPING: Q 46 1917 ELEV 75.62 FT
 AH0024_MARK LOGO: CGS   
 AH0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0024
 AH0024  HISTORY     - Date     Condition        Report By
 AH0024  HISTORY     - 1917     MONUMENTED       CGS
 AH0024  HISTORY     - 1959     GOOD             NGS
 AH0024  HISTORY     - 1968     GOOD             NGS
 AH0024  HISTORY     - 1978     GOOD             NGS
 AH0024  HISTORY     - 1981     GOOD             NGS
 AH0024  HISTORY     - 20010331 GOOD             NGS
 AH0024
 AH0024                          STATION DESCRIPTION
 AH0024
 AH0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0024'IN ROBSTOWN.
 AH0024'AT ROBSTOWN, 250 FEET NORTHEAST OF THE ST. LOUIS, BROWNSVILLE AND
 AH0024'MEXICO RAILROAD STATION, SET VERTICALLY IN THE WEST BRICK WALL OF THE
 AH0024'HOTEL BRENDLE, 1.7 FEET NORTH OF THE SOUTHWEST CORNER, AND ABOUT 3
 AH0024'FEET ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0024
 AH0024                          STATION RECOVERY (1968)
 AH0024
 AH0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AH0024'RECOVERED IN GOOD CONDITION.
 AH0024
 AH0024                          STATION RECOVERY (1978)
 AH0024
 AH0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0024'RECOVERED IN GOOD CONDITION.
 AH0024
 AH0024                          STATION RECOVERY (1981)
 AH0024
 AH0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0024'RECOVERED IN GOOD CONDITION.
 AH0024
 AH0024                          STATION RECOVERY (2001)
 AH0024
 AH0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0024'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0229 ***********************************************************************
 CE0229  DESIGNATION -  Q 460
 CE0229  PID         -  CE0229
 CE0229  STATE/COUNTY-  TX/EL PASO
 CE0229  USGS QUAD   -  SMELTERTOWN (1994)
 CE0229
 CE0229                         *CURRENT SURVEY CONTROL
 CE0229  ___________________________________________________________________
 CE0229* NAD 83(1986)-  31 47 21.     (N)    106 31 31.     (W)     SCALED    
 CE0229* NAVD 88     -      1139.402  (meters)    3738.19   (feet)  ADJUSTED  
 CE0229  ___________________________________________________________________
 CE0229  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0229  DYNAMIC HT  -        1137.713 (meters)    3732.65  (feet)  COMP
 CE0229  MODELED GRAV-     979,118.5   (mgal)                       NAVD 88
 CE0229
 CE0229  VERT ORDER  -  FIRST     CLASS II
 CE0229
 CE0229.The horizontal coordinates were scaled from a topographic map and have
 CE0229.an estimated accuracy of +/- 6 seconds.
 CE0229
 CE0229.The orthometric height was determined by differential leveling
 CE0229.and adjusted by the National Geodetic Survey in June 1991..
 CE0229
 CE0229.The geoid height was determined by GEOID03.
 CE0229
 CE0229.The dynamic height is computed by dividing the NAVD 88
 CE0229.geopotential number by the normal gravity value computed on the
 CE0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0229.degrees latitude (g = 980.6199 gals.).
 CE0229
 CE0229.The modeled gravity was interpolated from observed gravity values.
 CE0229
 CE0229;                    North         East    Units  Estimated Accuracy
 CE0229;SPC TX C     - 3,251,620.      113,890.      MT  (+/- 180 meters Scaled)
 CE0229
 CE0229                          SUPERSEDED SURVEY CONTROL
 CE0229
 CE0229  NGVD 29 (??/??/92) 1138.878  (m)         3736.47   (f) ADJ UNCH    1 2
 CE0229
 CE0229.Superseded values are not recommended for survey control.
 CE0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0229.See file dsdata.txt to determine how the superseded data were derived.
 CE0229
 CE0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR555180(NAD 83)
 CE0229_MARKER: DB = BENCH MARK DISK
 CE0229_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0229_SP_SET: BRIDGE PIER
 CE0229_STAMPING: Q 460 1952
 CE0229_MARK LOGO: CGS   
 CE0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0229+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1994
 CE0229
 CE0229  HISTORY     - Date     Condition        Report By
 CE0229  HISTORY     - 1952     MONUMENTED       CGS
 CE0229  HISTORY     - 1954     GOOD             NGS
 CE0229  HISTORY     - 1981     GOOD             NGS
 CE0229  HISTORY     - 19940415 GOOD             NGS
 CE0229
 CE0229                          STATION DESCRIPTION
 CE0229
 CE0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CE0229'4.6 MI SE FROM WHITE SPUR.
 CE0229'4.6 MILES SOUHTEAST ALONG U.S. HIGHWAY 80 A FROM THE GRADE SCHOOL AT
 CE0229'WHITE SPUR, 0.2 MILE SOUTHEAST OF THE SOUTHWESTERN PORTLAND CEMENT
 CE0229'COMPANY PLANT, 186 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CE0229'97 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE ATCHISON, TOPEKA AND
 CE0229'SANTA FE RAILROAD, 2.9 MILES NORTHWEST OF THE UNION STATION AT EL
 CE0229'PASO, 3.2 FEET ABOVE THE GROUND, SET VERTICALLY IN THE SOUTHWEST FACE
 CE0229'OF THE 2ND CONCRETE PIER NORTHWEST OF THE SOUTHEAST END OF A STEEL
 CE0229'RAILROAD BRIDGE.
 CE0229
 CE0229                          STATION RECOVERY (1954)
 CE0229
 CE0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0229'RECOVERED IN GOOD CONDITION.
 CE0229
 CE0229                          STATION RECOVERY (1981)
 CE0229
 CE0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0229'THE MARK IS 0.3 M ABOVE THE GROUND.
 CE0229'IN EL PASO, AT THE JUNCTION OF STATE HIGHWAY 16 AND EXCUTIVE
 CE0229'BOULAVARD, 0.3 KM (0.2 MI) SOUTHEAST OF THE SOUTHWESTERN PORTLAND
 CE0229'CEMENT COMPANY, SET VERTICALLY IN THE SOUTHEAST FACE OF THE SECOND
 CE0229'CONCRETE PIER SOUTHWEST OF THE NORTHEAST END OF THE NORTH 1 OF 2
 CE0229'RAILROAD BRIDGES, 56.7 METERS (186.0 FT) NORTHEAST OF THE CENTERLINE
 CE0229'OF THE HIGHWAY, 42.1 METERS (138.0 FT) SOUTHWEST OF THE CENTERLINE
 CE0229'OF THE BOULAVARD, 29.6 METERS (97.0 FT) NORTHEAST OF THE NEAR RAIL
 CE0229'OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 1.0 METER (3.4 FT)
 CE0229'NORTHEAST OF THE SOUTHWEST CORNER OF THE PIER AND 0.8 METER (2.5 FT)
 CE0229'SOUTHWEST OF THE NORTHEAST CORNER OF THE PIER.
 CE0229
 CE0229                          STATION RECOVERY (1994)
 CE0229
 CE0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0229'0.2 KM (0.10 MI) SOUTHERLY ALONG SOUTH KANSAS STREET FROM THE
 CE0229'COURTHOUSE IN EL PASO, THENCE 5.8 KM (3.60 MI) NORTHWESTERLY ALONG
 CE0229'PAISANO DRIVE, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST
 CE0229'WESTERLY OF 4 CONCRETE FOOTINGS OF THE SECOND PIER NORTHWEST OF THE
 CE0229'SOUTHEAST END OF THE MOST NORTHERLY OF 2 RAILROAD OVERPASSES, 69.2 M
 CE0229'(227.0 FT) SOUTH OF THE CENTER OF EXECUTIVE CENTER BOULEVARD, 59.5 M
 CE0229'(195.2 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 CE0229'DRIVE, 27.5 M (90.2 FT) EAST OF THE NEAR RAIL OF THE SANTA FE
 CE0229'RAILROAD, 3.7 M (12.1 FT) SOUTHWEST OF THE CENTER OF THE RAILROAD,
 CE0229'1.0 M (3.3 FT) NORTHWEST OF THE SOUTH CORNER OF THE FOOTING, 1.0 M
 CE0229'(3.3 FT) SOUTHEAST OF THE WEST CORNER OF THE FOOTING, AND 0.3 M
 CE0229'(1.0 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1395 ***********************************************************************
 AY1395  DESIGNATION -  Q 461
 AY1395  PID         -  AY1395
 AY1395  STATE/COUNTY-  TX/REAL
 AY1395  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1395
 AY1395                         *CURRENT SURVEY CONTROL
 AY1395  ___________________________________________________________________
 AY1395* NAD 83(1986)-  29 39 39.     (N)    099 57 30.     (W)     SCALED    
 AY1395* NAVD 88     -       485.332  (meters)    1592.29   (feet)  ADJUSTED  
 AY1395  ___________________________________________________________________
 AY1395  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 AY1395  DYNAMIC HT  -         484.612 (meters)    1589.93  (feet)  COMP
 AY1395  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 AY1395
 AY1395  VERT ORDER  -  SECOND    CLASS 0
 AY1395
 AY1395.The horizontal coordinates were scaled from a topographic map and have
 AY1395.an estimated accuracy of +/- 6 seconds.
 AY1395
 AY1395.The orthometric height was determined by differential leveling
 AY1395.and adjusted by the National Geodetic Survey in June 1991..
 AY1395
 AY1395.The geoid height was determined by GEOID03.
 AY1395
 AY1395.The dynamic height is computed by dividing the NAVD 88
 AY1395.geopotential number by the normal gravity value computed on the
 AY1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1395.degrees latitude (g = 980.6199 gals.).
 AY1395
 AY1395.The modeled gravity was interpolated from observed gravity values.
 AY1395
 AY1395;                    North         East    Units  Estimated Accuracy
 AY1395;SPC TXSC     - 4,202,920.      507,230.      MT  (+/- 180 meters Scaled)
 AY1395
 AY1395                          SUPERSEDED SURVEY CONTROL
 AY1395
 AY1395  NGVD 29 (??/??/92)  485.233  (m)         1591.97   (f) ADJ UNCH    2 0
 AY1395
 AY1395.Superseded values are not recommended for survey control.
 AY1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1395.See file dsdata.txt to determine how the superseded data were derived.
 AY1395
 AY1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT072815(NAD 83)
 AY1395_MARKER: DB = BENCH MARK DISK
 AY1395_SETTING: 66 = SET IN ROCK OUTCROP
 AY1395_SP_SET: ROCK OUTCROP
 AY1395_STAMPING: Q 461 1953
 AY1395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1395+STABILITY: POSITION/ELEVATION WELL
 AY1395
 AY1395  HISTORY     - Date     Condition        Report By
 AY1395  HISTORY     - 1953     MONUMENTED       CGS
 AY1395  HISTORY     - 20010331 GOOD             NGS
 AY1395  HISTORY     - 20010801 GOOD             NGS
 AY1395
 AY1395                          STATION DESCRIPTION
 AY1395
 AY1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1395'5.35 MI SE FROM CAMP WOOD.
 AY1395'1.8 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP
 AY1395'WOOD, THENCE 3.0 MILES EAST ALONG A DIRT ROAD, THENCE 0.55 MILE NORTH
 AY1395'ALONG THE NORTH AND SOUTH RUNWAY AT THE SHIELD RANCH AIRPORT, AT THE
 AY1395'NORTHEAST CORNER OF THE NORTH AND SOUTH RUNWAY, AT THE WEST EDGE OF A
 AY1395'WOODEN AREA, 77 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH
 AY1395'RUNWAY, 0.2 FOOT ABOVE THE GROUND, SET IN THE TOP OF A FLAT ROCK
 AY1395'OUTCROP, AT THE HIGHEST POINT OF THE AIRPORT.  6.7 FEET NORTH OF A
 AY1395'WITNESS POST.
 AY1395
 AY1395                          STATION RECOVERY (2001)
 AY1395
 AY1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1395
 AY1395                          STATION RECOVERY (2001)
 AY1395
 AY1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1395'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1397 ***********************************************************************
 AY1397  DESIGNATION -  Q 462
 AY1397  PID         -  AY1397
 AY1397  STATE/COUNTY-  TX/REAL
 AY1397  USGS QUAD   -  LEAKEY (1971)
 AY1397
 AY1397                         *CURRENT SURVEY CONTROL
 AY1397  ___________________________________________________________________
 AY1397* NAD 83(1986)-  29 44 05.     (N)    099 47 08.     (W)     SCALED    
 AY1397* NAVD 88     -       529.025  (meters)    1735.64   (feet)  ADJUSTED  
 AY1397  ___________________________________________________________________
 AY1397  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 AY1397  DYNAMIC HT  -         528.242 (meters)    1733.07  (feet)  COMP
 AY1397  MODELED GRAV-     979,146.0   (mgal)                       NAVD 88
 AY1397
 AY1397  VERT ORDER  -  SECOND    CLASS 0
 AY1397
 AY1397.The horizontal coordinates were scaled from a topographic map and have
 AY1397.an estimated accuracy of +/- 6 seconds.
 AY1397
 AY1397.The orthometric height was determined by differential leveling
 AY1397.and adjusted by the National Geodetic Survey in June 1991..
 AY1397
 AY1397.The geoid height was determined by GEOID03.
 AY1397
 AY1397.The dynamic height is computed by dividing the NAVD 88
 AY1397.geopotential number by the normal gravity value computed on the
 AY1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1397.degrees latitude (g = 980.6199 gals.).
 AY1397
 AY1397.The modeled gravity was interpolated from observed gravity values.
 AY1397
 AY1397;                    North         East    Units  Estimated Accuracy
 AY1397;SPC TXSC     - 4,210,980.      524,010.      MT  (+/- 180 meters Scaled)
 AY1397
 AY1397                          SUPERSEDED SURVEY CONTROL
 AY1397
 AY1397  NGVD 29 (??/??/92)  528.935  (m)         1735.35   (f) ADJ UNCH    2 0
 AY1397
 AY1397.Superseded values are not recommended for survey control.
 AY1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1397.See file dsdata.txt to determine how the superseded data were derived.
 AY1397
 AY1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT240896(NAD 83)
 AY1397_MARKER: DB = BENCH MARK DISK
 AY1397_SETTING: 66 = SET IN ROCK OUTCROP
 AY1397_SP_SET: ROCK OUTCROP
 AY1397_STAMPING: Q 462 1953
 AY1397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1397+STABILITY: POSITION/ELEVATION WELL
 AY1397
 AY1397  HISTORY     - Date     Condition        Report By
 AY1397  HISTORY     - 1953     MONUMENTED       CGS
 AY1397  HISTORY     - 20010331 GOOD             NGS
 AY1397  HISTORY     - 20010801 GOOD             NGS
 AY1397  HISTORY     - 20020331 GOOD             NGS
 AY1397
 AY1397                          STATION DESCRIPTION
 AY1397
 AY1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1397'1.75 MI W FROM LEAKEY.
 AY1397'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1397'THENCE 1.65 MILES WEST ALONG RANCH ROAD 337, 68 FEET NORTH OF THE
 AY1397'CENTER LINE OF THE RANCH ROAD, 57 FEET EAST OF THE CENTER OF A SMALL
 AY1397'WASH, 17.3 FEET NORTH OF A FENCE, 18.7 FEET NORTH OF A WITNESS POST,
 AY1397'FLUSH WITH THE GROUND, SET IN THE THE TOP OF A FLAT ROCK OUTCROP.
 AY1397
 AY1397                          STATION RECOVERY (2001)
 AY1397
 AY1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1397'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1397
 AY1397                          STATION RECOVERY (2001)
 AY1397
 AY1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1397'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1397
 AY1397                          STATION RECOVERY (2002)
 AY1397
 AY1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AY1397'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1144 ***********************************************************************
 AY1144  DESIGNATION -  Q 463
 AY1144  PID         -  AY1144
 AY1144  STATE/COUNTY-  TX/BANDERA
 AY1144  USGS QUAD   -  BANDERA PASS (1982)
 AY1144
 AY1144                         *CURRENT SURVEY CONTROL
 AY1144  ___________________________________________________________________
 AY1144* NAD 83(1986)-  29 45 09.     (N)    099 05 30.     (W)     SCALED    
 AY1144* NAVD 88     -       405.728  (meters)    1331.13   (feet)  ADJUSTED  
 AY1144  ___________________________________________________________________
 AY1144  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AY1144  DYNAMIC HT  -         405.145 (meters)    1329.21  (feet)  COMP
 AY1144  MODELED GRAV-     979,193.6   (mgal)                       NAVD 88
 AY1144
 AY1144  VERT ORDER  -  SECOND    CLASS 0
 AY1144
 AY1144.The horizontal coordinates were scaled from a topographic map and have
 AY1144.an estimated accuracy of +/- 6 seconds.
 AY1144
 AY1144.The orthometric height was determined by differential leveling
 AY1144.and adjusted by the National Geodetic Survey in June 1991..
 AY1144
 AY1144.The geoid height was determined by GEOID03.
 AY1144
 AY1144.The dynamic height is computed by dividing the NAVD 88
 AY1144.geopotential number by the normal gravity value computed on the
 AY1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1144.degrees latitude (g = 980.6199 gals.).
 AY1144
 AY1144.The modeled gravity was interpolated from observed gravity values.
 AY1144
 AY1144;                    North         East    Units  Estimated Accuracy
 AY1144;SPC TXSC     - 4,212,700.      591,140.      MT  (+/- 180 meters Scaled)
 AY1144
 AY1144                          SUPERSEDED SURVEY CONTROL
 AY1144
 AY1144  NGVD 29 (??/??/92)  405.617  (m)         1330.76   (f) ADJ UNCH    2 0
 AY1144
 AY1144.Superseded values are not recommended for survey control.
 AY1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1144.See file dsdata.txt to determine how the superseded data were derived.
 AY1144
 AY1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT911913(NAD 83)
 AY1144_MARKER: DB = BENCH MARK DISK
 AY1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1144_STAMPING: Q 463 1953
 AY1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1144+STABILITY: SURFACE MOTION
 AY1144
 AY1144  HISTORY     - Date     Condition        Report By
 AY1144  HISTORY     - 1953     MONUMENTED       CGS
 AY1144  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1144
 AY1144                          STATION DESCRIPTION
 AY1144
 AY1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1144'2.3 MI NW FROM BANDERA.
 AY1144'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1144'BANDERA, THENCE 0.45 MILE NORTH ALONG FARM ROAD 689, THENCE 1.5 MILES
 AY1144'NORTHWEST ALONG A DIRT ROAD, 0.25 MILE SOUTHEAST OF A POWER LINE, 36
 AY1144'FEET NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 30 FEET SOUTHEAST
 AY1144'OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHEAST, 1.3 FEET
 AY1144'SOUTHWEST OF A FENCE, 2.4 FEET NORTHWEST OF A WITNESS POST, 22 FEET
 AY1144'SOUTHEAST OF A POWER LINE POLE SET IN THE TOP OF A CONCRETE POST WHICH
 AY1144'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1144
 AY1144                          STATION RECOVERY (1993)
 AY1144
 AY1144'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0141 ***********************************************************************
 BN0141  DESIGNATION -  Q 464
 BN0141  PID         -  BN0141
 BN0141  STATE/COUNTY-  TX/BLANCO
 BN0141  USGS QUAD   -  HYE (1961)
 BN0141
 BN0141                         *CURRENT SURVEY CONTROL
 BN0141  ___________________________________________________________________
 BN0141* NAD 83(1986)-  30 14 36.     (N)    098 33 51.     (W)     SCALED    
 BN0141* NAVD 88     -       447.259  (meters)    1467.38   (feet)  POSTED    
 BN0141  ___________________________________________________________________
 BN0141  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 BN0141  DYNAMIC HT  -         446.640 (meters)    1465.35  (feet)  COMP
 BN0141  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 BN0141
 BN0141  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0141
 BN0141.The horizontal coordinates were scaled from a topographic map and have
 BN0141.an estimated accuracy of +/- 6 seconds.
 BN0141
 BN0141.The orthometric height was determined by differential leveling
 BN0141.and adjusted by the National Geodetic Survey in 1992..
 BN0141.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0141.rate of 0.0 thru 1.0 mm/km.
 BN0141
 BN0141.The geoid height was determined by GEOID03.
 BN0141
 BN0141.The dynamic height is computed by dividing the NAVD 88
 BN0141.geopotential number by the normal gravity value computed on the
 BN0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0141.degrees latitude (g = 980.6199 gals.).
 BN0141
 BN0141.The modeled gravity was interpolated from observed gravity values.
 BN0141
 BN0141;                    North         East    Units  Estimated Accuracy
 BN0141;SPC TX C     - 3,065,280.      870,270.      MT  (+/- 180 meters Scaled)
 BN0141
 BN0141                          SUPERSEDED SURVEY CONTROL
 BN0141
 BN0141  NGVD 29 (??/??/92)  447.204  (m)         1467.20   (f) ADJ UNCH    2 0
 BN0141
 BN0141.Superseded values are not recommended for survey control.
 BN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0141.See file dsdata.txt to determine how the superseded data were derived.
 BN0141
 BN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU419458(NAD 83)
 BN0141_MARKER: DB = BENCH MARK DISK
 BN0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0141_STAMPING: Q 464 1953
 BN0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0141+STABILITY: SURFACE MOTION
 BN0141
 BN0141  HISTORY     - Date     Condition        Report By
 BN0141  HISTORY     - 1953     MONUMENTED       CGS
 BN0141
 BN0141                          STATION DESCRIPTION
 BN0141
 BN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0141'6.55 MI E FROM STONEWALL.
 BN0141'6.55 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0141'STONEWALL, 0.35 MILE EAST OF THE POST OFFICE AT HYE, 0.1 MILE EAST OF
 BN0141'THE TOP OF A HILL, 59.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 BN0141'33.4 FEET EAST OF A TELEPHONE POLE, 5 FEET SOUTH OF A WITNESS POST, 2
 BN0141'FEET EAST OF A FENCE LEADING SOUTH, 1.5 FEET SOUTH OF A FENCE, SET IN
 BN0141'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0433 ***********************************************************************
 AY0433  DESIGNATION -  Q 465
 AY0433  PID         -  AY0433
 AY0433  STATE/COUNTY-  TX/BEXAR
 AY0433  USGS QUAD   -  TERRELL WELLS (1992)
 AY0433
 AY0433                         *CURRENT SURVEY CONTROL
 AY0433  ___________________________________________________________________
 AY0433* NAD 83(1986)-  29 19 12.     (N)    098 30 12.     (W)     SCALED    
 AY0433* NAVD 88     -       184.504  (meters)     605.33   (feet)  ADJUSTED  
 AY0433  ___________________________________________________________________
 AY0433  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AY0433  DYNAMIC HT  -         184.237 (meters)     604.45  (feet)  COMP
 AY0433  MODELED GRAV-     979,191.0   (mgal)                       NAVD 88
 AY0433
 AY0433  VERT ORDER  -  FIRST     CLASS II
 AY0433
 AY0433.The horizontal coordinates were scaled from a topographic map and have
 AY0433.an estimated accuracy of +/- 6 seconds.
 AY0433
 AY0433.The orthometric height was determined by differential leveling
 AY0433.and adjusted by the National Geodetic Survey in June 1991..
 AY0433
 AY0433.The geoid height was determined by GEOID03.
 AY0433
 AY0433.The dynamic height is computed by dividing the NAVD 88
 AY0433.geopotential number by the normal gravity value computed on the
 AY0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0433.degrees latitude (g = 980.6199 gals.).
 AY0433
 AY0433.The modeled gravity was interpolated from observed gravity values.
 AY0433
 AY0433;                    North         East    Units  Estimated Accuracy
 AY0433;SPC TXSC     - 4,164,860.      648,240.      MT  (+/- 180 meters Scaled)
 AY0433
 AY0433                          SUPERSEDED SURVEY CONTROL
 AY0433
 AY0433  NGVD 29 (??/??/92)  184.410  (m)          605.02   (f) ADJ UNCH    1 2
 AY0433
 AY0433.Superseded values are not recommended for survey control.
 AY0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0433.See file dsdata.txt to determine how the superseded data were derived.
 AY0433
 AY0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT482435(NAD 83)
 AY0433_MARKER: DB = BENCH MARK DISK
 AY0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0433_STAMPING: Q 465 1952
 AY0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0433+STABILITY: SURFACE MOTION
 AY0433
 AY0433  HISTORY     - Date     Condition        Report By
 AY0433  HISTORY     - 1952     MONUMENTED       CGS
 AY0433  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0433  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0433  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0433
 AY0433                          STATION DESCRIPTION
 AY0433
 AY0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0433'IN SAN ANTONIO.
 AY0433'AT SAN ANTONIO, 1.55 MILES WEST ALONG CHAVANAUX ROAD FROM ITS JUNCTION
 AY0433'WITH U.S. HIGHWAY 281, AT A JUNCTION WITH MOURSUND BOULEVARD, 44 FEET
 AY0433'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 38 FEET SOUTH OF
 AY0433'THE CENTER LINE OF AN EAST AND WEST ROAD, 19 FEET SOUTH OF A TELEPHONE
 AY0433'POLE, 6 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0433'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0433
 AY0433                          STATION RECOVERY (1966)
 AY0433
 AY0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0433'MARK NOT FOUND.
 AY0433
 AY0433                          STATION RECOVERY (1989)
 AY0433
 AY0433'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0433'MARK NOT FOUND.
 AY0433
 AY0433                          STATION RECOVERY (1999)
 AY0433
 AY0433'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0434 ***********************************************************************
 AY0434  DESIGNATION -  Q 465 RESET 1961
 AY0434  PID         -  AY0434
 AY0434  STATE/COUNTY-  TX/BEXAR
 AY0434  USGS QUAD   -  TERRELL WELLS (1992)
 AY0434
 AY0434                         *CURRENT SURVEY CONTROL
 AY0434  ___________________________________________________________________
 AY0434* NAD 83(1986)-  29 19 13.     (N)    098 30 11.     (W)     SCALED    
 AY0434* NAVD 88     -       182.92   (meters)     600.1    (feet)  RESET     
 AY0434  ___________________________________________________________________
 AY0434  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY0434
 AY0434  VERT ORDER  -  THIRD
 AY0434
 AY0434.The horizontal coordinates were scaled from a topographic map and have
 AY0434.an estimated accuracy of +/- 6 seconds.
 AY0434
 AY0434.The orthometric height was computed from unverified reset data.
 AY0434
 AY0434.The geoid height was determined by GEOID03.
 AY0434
 AY0434;                    North         East    Units  Estimated Accuracy
 AY0434;SPC TXSC     - 4,164,900.      648,270.      MT  (+/- 180 meters Scaled)
 AY0434
 AY0434                          SUPERSEDED SURVEY CONTROL
 AY0434
 AY0434.No superseded survey control is available for this station.
 AY0434
 AY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT482435(NAD 83)
 AY0434_MARKER: DB = BENCH MARK DISK
 AY0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0434_STAMPING: Q 465 RESET 1961
 AY0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0434+STABILITY: SURFACE MOTION
 AY0434
 AY0434  HISTORY     - Date     Condition        Report By
 AY0434  HISTORY     - 1961     MONUMENTED       CGS
 AY0434  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0434
 AY0434                          STATION DESCRIPTION
 AY0434
 AY0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AY0434'IN SAN ANTONIO.
 AY0434'1.6 MILES WEST FROM THE JUNCTION OF U.S. HIGHWAY 281 AND CHAVANEAUX
 AY0434'ROAD AT SOUTH PART OF SAN ANTONIO TO THE JUNCTION OF MOURSUND BLVD.
 AY0434'THENCE LEFT, SOUTH, ON MOURSUND BLVD. FOR 0.15 MILE TO MARK ON THE
 AY0434'RIGHT.  52 FEET WEST OF THE CENTER OF MOURSUND BLVD., 17 FEET NORTH OF
 AY0434'THE DRIVEWAY AND IN THE EAST PART OF THE LAWN OF MR. J. B. RICKS, AND
 AY0434'5 FEET NORTH OF A WATER METER.  A STANDARD DISK STAMPED Q 465 RESET
 AY0434'1961, SET IN A 12 X 12 IN. CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AY0434'GROUND.
 AY0434
 AY0434                          STATION RECOVERY (1999)
 AY0434
 AY0434'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0664 ***********************************************************************
 AY0664  DESIGNATION -  Q 466 RESET 1956
 AY0664  PID         -  AY0664
 AY0664  STATE/COUNTY-  TX/BEXAR
 AY0664  USGS QUAD   -  CULEBRA HILL (1993)
 AY0664
 AY0664                         *CURRENT SURVEY CONTROL
 AY0664  ___________________________________________________________________
 AY0664* NAD 83(1986)-  29 22 59.     (N)    098 39 06.     (W)     SCALED    
 AY0664* NAVD 88     -       225.85   (meters)     741.0    (feet)  RESET     
 AY0664  ___________________________________________________________________
 AY0664  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AY0664
 AY0664  VERT ORDER  -  THIRD
 AY0664
 AY0664.The horizontal coordinates were scaled from a topographic map and have
 AY0664.an estimated accuracy of +/- 6 seconds.
 AY0664
 AY0664.The orthometric height was computed from unverified reset data.
 AY0664
 AY0664.The geoid height was determined by GEOID03.
 AY0664
 AY0664;                    North         East    Units  Estimated Accuracy
 AY0664;SPC TXSC     - 4,171,800.      633,810.      MT  (+/- 180 meters Scaled)
 AY0664
 AY0664                          SUPERSEDED SURVEY CONTROL
 AY0664
 AY0664.No superseded survey control is available for this station.
 AY0664
 AY0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT338504(NAD 83)
 AY0664_MARKER: DB = BENCH MARK DISK
 AY0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0664_STAMPING: Q 466 RESET 1956
 AY0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0664+STABILITY: SURFACE MOTION
 AY0664
 AY0664  HISTORY     - Date     Condition        Report By
 AY0664  HISTORY     - 1956     MONUMENTED       CGS
 AY0664  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0664  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0664
 AY0664                          STATION DESCRIPTION
 AY0664
 AY0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0664'15 MI W FROM SAN ANTONIO.
 AY0664'ABOUT 15 MILES WEST OF THE CENTER OF SAN ANTONIO, 0.85 MILE SOUTH
 AY0664'ALONG DWYER ROAD FROM THE INTERSECTION WITH U.S. HIGHWAY NO. 90, IN
 AY0664'THE WEST RIGHT-OF-WAY FENCE OF DWYER ROAD, AT THE TOP OF A DIVIDE AND
 AY0664'OPPOSITE A GATE TO THE EAST INTO A FIELD.  IT IS 4 FEET NORTH OF A
 AY0664'POST HAVING A SIGN U.S. PROPERTY NO. TRESPASSING AND IS ALONG THE EAST
 AY0664'BOUNDARY OF THE MEDINA PLANT OF THE U.S. NAVAL DEPOT.  A STANDARD DISK
 AY0664'STAMPED Q 466 RESET 1956 AND SET IN A CONCRETE POST WHICH PROJECTS
 AY0664'ABOUT 4 INCHES.
 AY0664
 AY0664                          STATION RECOVERY (1986)
 AY0664
 AY0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0664'MARK NOT FOUND.
 AY0664
 AY0664                          STATION RECOVERY (1999)
 AY0664
 AY0664'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0234 ***********************************************************************
 BP0234  DESIGNATION -  Q 468
 BP0234  PID         -  BP0234
 BP0234  STATE/COUNTY-  TX/BREWSTER
 BP0234  USGS QUAD   -  HOVEY SW (1980)
 BP0234
 BP0234                         *CURRENT SURVEY CONTROL
 BP0234  ___________________________________________________________________
 BP0234* NAD 83(1986)-  30 35 06.     (N)    103 27 40.     (W)     SCALED    
 BP0234* NAVD 88     -      1154.477  (meters)    3787.65   (feet)  ADJUSTED  
 BP0234  ___________________________________________________________________
 BP0234  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 BP0234  DYNAMIC HT  -        1152.651 (meters)    3781.66  (feet)  COMP
 BP0234  MODELED GRAV-     979,019.6   (mgal)                       NAVD 88
 BP0234
 BP0234  VERT ORDER  -  SECOND    CLASS 0
 BP0234
 BP0234.The horizontal coordinates were scaled from a topographic map and have
 BP0234.an estimated accuracy of +/- 6 seconds.
 BP0234
 BP0234.The orthometric height was determined by differential leveling
 BP0234.and adjusted by the National Geodetic Survey in June 1991..
 BP0234
 BP0234.The geoid height was determined by GEOID03.
 BP0234
 BP0234.The dynamic height is computed by dividing the NAVD 88
 BP0234.geopotential number by the normal gravity value computed on the
 BP0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0234.degrees latitude (g = 980.6199 gals.).
 BP0234
 BP0234.The modeled gravity was interpolated from observed gravity values.
 BP0234
 BP0234;                    North         East    Units  Estimated Accuracy
 BP0234;SPC TXSC     - 4,313,140.      172,170.      MT  (+/- 180 meters Scaled)
 BP0234
 BP0234                          SUPERSEDED SURVEY CONTROL
 BP0234
 BP0234  NGVD 29 (??/??/92) 1154.069  (m)         3786.31   (f) ADJ UNCH    2 0
 BP0234
 BP0234.Superseded values are not recommended for survey control.
 BP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0234.See file dsdata.txt to determine how the superseded data were derived.
 BP0234
 BP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP475846(NAD 83)
 BP0234_MARKER: DB = BENCH MARK DISK
 BP0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0234_SP_SET: ABUTMENT
 BP0234_STAMPING: Q 468 1935 3786.308
 BP0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0234
 BP0234  HISTORY     - Date     Condition        Report By
 BP0234  HISTORY     - 1935     MONUMENTED       CGS
 BP0234  HISTORY     - 1958     GOOD             NGS
 BP0234
 BP0234                          STATION DESCRIPTION
 BP0234
 BP0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0234'21.1 MI NE FROM ALPINE.
 BP0234'ABOUT 21.1 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0234'FROM THE STATION AT ALPINE, 5 POLES SOUTHWEST OF MILEPOST 923, IN THE
 BP0234'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A SHORT
 BP0234'STEEL GIRDER BRIDGE, 3 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 BP0234'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0491 ***********************************************************************
 AH0491  DESIGNATION -  Q 47
 AH0491  PID         -  AH0491
 AH0491  STATE/COUNTY-  TX/KLEBERG
 AH0491  USGS QUAD   -  RIVIERA (1979)
 AH0491
 AH0491                         *CURRENT SURVEY CONTROL
 AH0491  ___________________________________________________________________
 AH0491* NAD 83(1986)-  27 17 50.     (N)    097 48 33.     (W)     SCALED    
 AH0491* NAVD 88     -        12.563  (meters)      41.22   (feet)  ADJUSTED  
 AH0491  ___________________________________________________________________
 AH0491  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH0491  DYNAMIC HT  -          12.544 (meters)      41.15  (feet)  COMP
 AH0491  MODELED GRAV-     979,093.7   (mgal)                       NAVD 88
 AH0491
 AH0491  VERT ORDER  -  FIRST     CLASS II
 AH0491
 AH0491.The horizontal coordinates were scaled from a topographic map and have
 AH0491.an estimated accuracy of +/- 6 seconds.
 AH0491
 AH0491.The orthometric height was determined by differential leveling
 AH0491.and adjusted by the National Geodetic Survey in June 1991..
 AH0491
 AH0491.The geoid height was determined by GEOID03.
 AH0491
 AH0491.The dynamic height is computed by dividing the NAVD 88
 AH0491.geopotential number by the normal gravity value computed on the
 AH0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0491.degrees latitude (g = 980.6199 gals.).
 AH0491
 AH0491.The modeled gravity was interpolated from observed gravity values.
 AH0491
 AH0491;                    North         East    Units  Estimated Accuracy
 AH0491;SPC TX S     - 5,180,840.      368,380.      MT  (+/- 180 meters Scaled)
 AH0491
 AH0491                          SUPERSEDED SURVEY CONTROL
 AH0491
 AH0491  NGVD 29 (??/??/92)   12.66   (m)           41.5    (f) COMPUTED    1 2
 AH0491
 AH0491.Superseded values are not recommended for survey control.
 AH0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0491.See file dsdata.txt to determine how the superseded data were derived.
 AH0491
 AH0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR178199(NAD 83)
 AH0491_MARKER: DB = BENCH MARK DISK
 AH0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0491_SP_SET: BUILDING
 AH0491_STAMPING: Q 47 1917 ELEV 41.65 FT
 AH0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0491+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0491
 AH0491  HISTORY     - Date     Condition        Report By
 AH0491  HISTORY     - 1917     MONUMENTED       CGS
 AH0491  HISTORY     - 1951     GOOD             NGS
 AH0491  HISTORY     - 20040204 GOOD             USPSQD
 AH0491
 AH0491                          STATION DESCRIPTION
 AH0491
 AH0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0491'IN RIVIERA.
 AH0491'AT RIVIERA, 0.1 MILE SOUTH AND 0.3 MILE EAST OF THE ST. LOUIS,
 AH0491'BROWNSVILLE AND MEXICO RAILROAD STATION, SET VERTICALLY IN THE NORTH
 AH0491'WALL OF THE PUBLIC SCHOOL BUILDING, 7 FEET WEST OF THE CENTER OF THE
 AH0491'WEST ENTRANCE TO THE BUILDING, 3.1 FEET ABOVE THE TOP STEP.
 AH0491
 AH0491                          STATION RECOVERY (2004)
 AH0491
 AH0491'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0492 ***********************************************************************
 AH0492  DESIGNATION -  Q 47 RESET 1961
 AH0492  PID         -  AH0492
 AH0492  STATE/COUNTY-  TX/KLEBERG
 AH0492  USGS QUAD   -  RIVIERA (1979)
 AH0492
 AH0492                         *CURRENT SURVEY CONTROL
 AH0492  ___________________________________________________________________
 AH0492* NAD 83(1986)-  27 17 50.     (N)    097 48 34.     (W)     SCALED    
 AH0492* NAVD 88     -        11.211  (meters)      36.78   (feet)  ADJUSTED  
 AH0492  ___________________________________________________________________
 AH0492  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH0492  DYNAMIC HT  -          11.193 (meters)      36.72  (feet)  COMP
 AH0492  MODELED GRAV-     979,093.7   (mgal)                       NAVD 88
 AH0492
 AH0492  VERT ORDER  -  FIRST     CLASS II
 AH0492
 AH0492.The horizontal coordinates were scaled from a topographic map and have
 AH0492.an estimated accuracy of +/- 6 seconds.
 AH0492
 AH0492.The orthometric height was determined by differential leveling
 AH0492.and adjusted by the National Geodetic Survey in June 1991..
 AH0492
 AH0492.The geoid height was determined by GEOID03.
 AH0492
 AH0492.The dynamic height is computed by dividing the NAVD 88
 AH0492.geopotential number by the normal gravity value computed on the
 AH0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0492.degrees latitude (g = 980.6199 gals.).
 AH0492
 AH0492.The modeled gravity was interpolated from observed gravity values.
 AH0492
 AH0492;                    North         East    Units  Estimated Accuracy
 AH0492;SPC TX S     - 5,180,840.      368,350.      MT  (+/- 180 meters Scaled)
 AH0492
 AH0492                          SUPERSEDED SURVEY CONTROL
 AH0492
 AH0492  NGVD 29 (??/??/??)   11.32   (m)           37.1    (f) RESET       3  
 AH0492
 AH0492.Superseded values are not recommended for survey control.
 AH0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0492.See file dsdata.txt to determine how the superseded data were derived.
 AH0492
 AH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR178199(NAD 83)
 AH0492_MARKER: DB = BENCH MARK DISK
 AH0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0492_SP_SET: BASE
 AH0492_STAMPING: Q 47 RESET 1961
 AH0492_MARK LOGO: CGS   
 AH0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0492+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0492
 AH0492  HISTORY     - Date     Condition        Report By
 AH0492  HISTORY     - 1961     MONUMENTED       CGS
 AH0492  HISTORY     - 1975     GOOD             USGS
 AH0492  HISTORY     - 1981     GOOD             NGS
 AH0492  HISTORY     - 1988     GOOD             USPSQD
 AH0492  HISTORY     - 20040204 GOOD             USPSQD
 AH0492
 AH0492                          STATION DESCRIPTION
 AH0492
 AH0492'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0492'IN RIVIERA.
 AH0492'AT RIVIERA, 0.1 MILE SOUTH AND 0.3 MILE EAST OF THE INTERSECTION OF
 AH0492'U.S. HIGHWAY 77 AND STATE HIGHWAY 285, SET VERTICALLY IN THE SOUTH
 AH0492'SIDE OF THE COVERED CONCRETE WALKWAY EXTENDING ALONG THE ENTIRE SOUTH
 AH0492'SIDE OF THE MIDDLE WING OF THE PUBLIC SCHOOL BUILDING, 60 FEET WEST OF
 AH0492'THE EAST END OF WALKWAY AND 4 INCHES DOWN FROM THE TOP OF THE WALKWAY
 AH0492'BASE.  A STANDARD U.S. C AND GS BENCH MARK DISK STAMPED Q 47 1961
 AH0492'(RESET).  BENCH MARK IS ABOUT 1 FOOT ABOVE NATURAL GROUND.
 AH0492
 AH0492                          STATION RECOVERY (1981)
 AH0492
 AH0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0492'RECOVERED THIS DATE.  NOTE-AT THE WARRY ELEMENTARY SCHOOL, IN RIVIERA,
 AH0492'23.5 METERS (77.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AH0492'GYMNASIUM.
 AH0492
 AH0492                          STATION RECOVERY (1988)
 AH0492
 AH0492'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0492'RECOVERED IN GOOD CONDITION.
 AH0492
 AH0492                          STATION RECOVERY (2004)
 AH0492
 AH0492'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0427 ***********************************************************************
 CC0427  DESIGNATION -  Q 470
 CC0427  PID         -  CC0427
 CC0427  STATE/COUNTY-  TX/REEVES
 CC0427  USGS QUAD   -  VERHALEN NORTH (1971)
 CC0427
 CC0427                         *CURRENT SURVEY CONTROL
 CC0427  ___________________________________________________________________
 CC0427* NAD 83(1986)-  31 10 12.     (N)    103 34 59.     (W)     SCALED    
 CC0427* NAVD 88     -       834.031  (meters)    2736.32   (feet)  POSTED    
 CC0427  ___________________________________________________________________
 CC0427  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CC0427  DYNAMIC HT  -         832.800 (meters)    2732.28  (feet)  COMP
 CC0427  MODELED GRAV-     979,142.0   (mgal)                       NAVD 88
 CC0427
 CC0427  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CC0427
 CC0427.The horizontal coordinates were scaled from a topographic map and have
 CC0427.an estimated accuracy of +/- 6 seconds.
 CC0427
 CC0427.The orthometric height was determined by differential leveling
 CC0427.and adjusted by the National Geodetic Survey in 1992..
 CC0427.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CC0427.rate of 3.1 thru 4.0 mm/km.
 CC0427
 CC0427.The geoid height was determined by GEOID03.
 CC0427
 CC0427.The dynamic height is computed by dividing the NAVD 88
 CC0427.geopotential number by the normal gravity value computed on the
 CC0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0427.degrees latitude (g = 980.6199 gals.).
 CC0427
 CC0427.The modeled gravity was interpolated from observed gravity values.
 CC0427
 CC0427;                    North         East    Units  Estimated Accuracy
 CC0427;SPC TX C     - 3,171,180.      390,270.      MT  (+/- 180 meters Scaled)
 CC0427
 CC0427                          SUPERSEDED SURVEY CONTROL
 CC0427
 CC0427  NGVD 29 (??/??/92)  833.862  (m)         2735.76   (f) ADJ UNCH    1 2
 CC0427
 CC0427.Superseded values are not recommended for survey control.
 CC0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0427.See file dsdata.txt to determine how the superseded data were derived.
 CC0427
 CC0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ350493(NAD 83)
 CC0427_MARKER: DB = BENCH MARK DISK
 CC0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0427_STAMPING: Q 470 1934 2736.458
 CC0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0427+STABILITY: SURFACE MOTION
 CC0427
 CC0427  HISTORY     - Date     Condition        Report By
 CC0427  HISTORY     - 1934     MONUMENTED       CGS
 CC0427  HISTORY     - 1958     GOOD             NGS
 CC0427
 CC0427                          STATION DESCRIPTION
 CC0427
 CC0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0427'10.35 MI NE FROM SARAGOSA.
 CC0427'ABOUT 10.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILROAD
 CC0427'FROM THE STATION AT SARAGOSA, 5 FEET NORTH OF MILEPOST 19, 45.9 FEET
 CC0427'EAST OF THE EAST RAIL OF THE MAIN TRACK, 52 FEET WEST OF THE CENTER
 CC0427'LINE OF STATE HIGHWAY 17, 0.3 MILE NORTH OF A ROAD CROSSING AND A SPUR
 CC0427'TRACK LEADING TO A ROCK CRUSHER, 2 FEET SOUTH OF A WHITE WOODEN
 CC0427'WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 1 1/2 FEET, AND
 CC0427'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0009 ***********************************************************************
 DP0009  DESIGNATION -  Q 471
 DP0009  PID         -  DP0009
 DP0009  STATE/COUNTY-  TX/KING
 DP0009  USGS QUAD   -  GUTHRIE (1981)
 DP0009
 DP0009                         *CURRENT SURVEY CONTROL
 DP0009  ___________________________________________________________________
 DP0009* NAD 83(1986)-  33 35 27.     (N)    100 16 58.     (W)     SCALED    
 DP0009* NAVD 88     -       528.074  (meters)    1732.52   (feet)  ADJUSTED  
 DP0009  ___________________________________________________________________
 DP0009  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DP0009  DYNAMIC HT  -         527.452 (meters)    1730.48  (feet)  COMP
 DP0009  MODELED GRAV-     979,442.4   (mgal)                       NAVD 88
 DP0009
 DP0009  VERT ORDER  -  SECOND    CLASS 0
 DP0009
 DP0009.The horizontal coordinates were scaled from a topographic map and have
 DP0009.an estimated accuracy of +/- 6 seconds.
 DP0009
 DP0009.The orthometric height was determined by differential leveling
 DP0009.and adjusted by the National Geodetic Survey in June 1991..
 DP0009
 DP0009.The geoid height was determined by GEOID03.
 DP0009
 DP0009.The dynamic height is computed by dividing the NAVD 88
 DP0009.geopotential number by the normal gravity value computed on the
 DP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0009.degrees latitude (g = 980.6199 gals.).
 DP0009
 DP0009.The modeled gravity was interpolated from observed gravity values.
 DP0009
 DP0009;                    North         East    Units  Estimated Accuracy
 DP0009;SPC TXNC     - 2,214,780.      434,540.      MT  (+/- 180 meters Scaled)
 DP0009
 DP0009                          SUPERSEDED SURVEY CONTROL
 DP0009
 DP0009  NGVD 29 (??/??/92)  527.891  (m)         1731.92   (f) ADJ UNCH    2 0
 DP0009
 DP0009.Superseded values are not recommended for survey control.
 DP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0009.See file dsdata.txt to determine how the superseded data were derived.
 DP0009
 DP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC809175(NAD 83)
 DP0009_MARKER: DB = BENCH MARK DISK
 DP0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0009_STAMPING: Q 471 1934
 DP0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0009+STABILITY: SURFACE MOTION
 DP0009
 DP0009  HISTORY     - Date     Condition        Report By
 DP0009  HISTORY     - 1934     MONUMENTED       CGS
 DP0009  HISTORY     - 1958     MARK NOT FOUND   NGS
 DP0009  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0009
 DP0009                          STATION DESCRIPTION
 DP0009
 DP0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0009'3.6 MI E FROM GUTHRIE.
 DP0009'3.6 MILES EAST ALONG U.S. HIGHWAY 82 FROM GUTHRIE, KING COUNTY, 52
 DP0009'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A
 DP0009'FENCE.
 DP0009
 DP0009                          STATION RECOVERY (1968)
 DP0009
 DP0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0068 ***********************************************************************
 DP0068  DESIGNATION -  Q 472
 DP0068  PID         -  DP0068
 DP0068  STATE/COUNTY-  TX/STONEWALL
 DP0068  USGS QUAD   -  KIOWA PEAK SW (1981)
 DP0068
 DP0068                         *CURRENT SURVEY CONTROL
 DP0068  ___________________________________________________________________
 DP0068* NAD 83(1986)-  33 18 20.     (N)    100 14 39.     (W)     SCALED    
 DP0068* NAVD 88     -       520.014  (meters)    1706.08   (feet)  ADJUSTED  
 DP0068  ___________________________________________________________________
 DP0068  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DP0068  DYNAMIC HT  -         519.386 (meters)    1704.02  (feet)  COMP
 DP0068  MODELED GRAV-     979,413.8   (mgal)                       NAVD 88
 DP0068
 DP0068  VERT ORDER  -  SECOND    CLASS 0
 DP0068
 DP0068.The horizontal coordinates were scaled from a topographic map and have
 DP0068.an estimated accuracy of +/- 6 seconds.
 DP0068
 DP0068.The orthometric height was determined by differential leveling
 DP0068.and adjusted by the National Geodetic Survey in June 1991..
 DP0068
 DP0068.The geoid height was determined by GEOID03.
 DP0068
 DP0068.The dynamic height is computed by dividing the NAVD 88
 DP0068.geopotential number by the normal gravity value computed on the
 DP0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0068.degrees latitude (g = 980.6199 gals.).
 DP0068
 DP0068.The modeled gravity was interpolated from observed gravity values.
 DP0068
 DP0068;                    North         East    Units  Estimated Accuracy
 DP0068;SPC TXNC     - 2,183,090.      437,590.      MT  (+/- 180 meters Scaled)
 DP0068
 DP0068                          SUPERSEDED SURVEY CONTROL
 DP0068
 DP0068  NGVD 29 (??/??/92)  519.834  (m)         1705.49   (f) ADJ UNCH    2 0
 DP0068
 DP0068.Superseded values are not recommended for survey control.
 DP0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0068.See file dsdata.txt to determine how the superseded data were derived.
 DP0068
 DP0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB841858(NAD 83)
 DP0068_MARKER: DB = BENCH MARK DISK
 DP0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0068_STAMPING: Q 472 1935
 DP0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0068+STABILITY: SURFACE MOTION
 DP0068
 DP0068  HISTORY     - Date     Condition        Report By
 DP0068  HISTORY     - 1935     MONUMENTED       CGS
 DP0068  HISTORY     - 1958     GOOD             NGS
 DP0068
 DP0068                          STATION DESCRIPTION
 DP0068
 DP0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0068'11.8 MI N FROM ASPERMONT.
 DP0068'11.8 MI N ALONG U.S. NO. 83 ABOUT 0.15 MILE SOUTH OF THE TOP OF A
 DP0068'GRADE, 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 55 FEET
 DP0068'SOUTHWEST OF A WIRE GATE AND 33 FEET WEST OF THE RIGHT OF WAY FENCE. A
 DP0068'STANDARD DISK SET IN CONCRETE POST.  STAMPED Q 472 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0256 ***********************************************************************
 DP0256  DESIGNATION -  Q 473
 DP0256  PID         -  DP0256
 DP0256  STATE/COUNTY-  TX/CROSBY
 DP0256  USGS QUAD   -  RALLS NE (1979)
 DP0256
 DP0256                         *CURRENT SURVEY CONTROL
 DP0256  ___________________________________________________________________
 DP0256* NAD 83(1986)-  33 40 29.     (N)    101 19 27.     (W)     SCALED    
 DP0256* NAVD 88     -       937.314  (meters)    3075.17   (feet)  ADJUSTED  
 DP0256  ___________________________________________________________________
 DP0256  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DP0256  DYNAMIC HT  -         936.121 (meters)    3071.26  (feet)  COMP
 DP0256  MODELED GRAV-     979,331.5   (mgal)                       NAVD 88
 DP0256
 DP0256  VERT ORDER  -  SECOND    CLASS 0
 DP0256
 DP0256.The horizontal coordinates were scaled from a topographic map and have
 DP0256.an estimated accuracy of +/- 6 seconds.
 DP0256
 DP0256.The orthometric height was determined by differential leveling
 DP0256.and adjusted by the National Geodetic Survey in June 1991..
 DP0256
 DP0256.The geoid height was determined by GEOID03.
 DP0256
 DP0256.The dynamic height is computed by dividing the NAVD 88
 DP0256.geopotential number by the normal gravity value computed on the
 DP0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0256.degrees latitude (g = 980.6199 gals.).
 DP0256
 DP0256.The modeled gravity was interpolated from observed gravity values.
 DP0256
 DP0256;                    North         East    Units  Estimated Accuracy
 DP0256;SPC TXNC     - 2,226,200.      338,150.      MT  (+/- 180 meters Scaled)
 DP0256
 DP0256                          SUPERSEDED SURVEY CONTROL
 DP0256
 DP0256  NGVD 29 (??/??/92)  936.964  (m)         3074.02   (f) ADJ UNCH    2 0
 DP0256
 DP0256.Superseded values are not recommended for survey control.
 DP0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0256.See file dsdata.txt to determine how the superseded data were derived.
 DP0256
 DP0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC845285(NAD 83)
 DP0256_MARKER: DB = BENCH MARK DISK
 DP0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0256_STAMPING: Q 473 1934
 DP0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0256+STABILITY: SURFACE MOTION
 DP0256
 DP0256  HISTORY     - Date     Condition        Report By
 DP0256  HISTORY     - 1934     MONUMENTED       CGS
 DP0256  HISTORY     - 1966     MARK NOT FOUND   USGS
 DP0256
 DP0256                          STATION DESCRIPTION
 DP0256
 DP0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0256'3.6 MI E FROM RALLS.
 DP0256'3.6 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0256'STATION AT RALLS, CROSBY COUNTY, 3 FEET NORTH OF MILEPOST 32, 43 FEET
 DP0256'NORTH OF THE CENTERLINE OF THE TRACK, 17 FEET SOUTH OF THE CENTERLINE
 DP0256'OF ROAD, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED Q 473
 DP0256'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS ALSO
 DP0256'6.1 MILES WEST OF CROSBYTON.
 DP0256
 DP0256                          STATION RECOVERY (1966)
 DP0256
 DP0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DP0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0046 ***********************************************************************
 DP0046  DESIGNATION -  Q 475
 DP0046  PID         -  DP0046
 DP0046  STATE/COUNTY-  TX/STONEWALL
 DP0046  USGS QUAD   -  SWENSON (1968)
 DP0046
 DP0046                         *CURRENT SURVEY CONTROL
 DP0046  ___________________________________________________________________
 DP0046* NAD 83(1986)-  33 11 13.     (N)    100 20 08.     (W)     SCALED    
 DP0046* NAVD 88     -       558.867  (meters)    1833.55   (feet)  ADJUSTED  
 DP0046  ___________________________________________________________________
 DP0046  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DP0046  DYNAMIC HT  -         558.170 (meters)    1831.26  (feet)  COMP
 DP0046  MODELED GRAV-     979,372.9   (mgal)                       NAVD 88
 DP0046
 DP0046  VERT ORDER  -  SECOND    CLASS 0
 DP0046
 DP0046.The horizontal coordinates were scaled from a topographic map and have
 DP0046.an estimated accuracy of +/- 6 seconds.
 DP0046
 DP0046.The orthometric height was determined by differential leveling
 DP0046.and adjusted by the National Geodetic Survey in June 1991..
 DP0046
 DP0046.The geoid height was determined by GEOID03.
 DP0046
 DP0046.The dynamic height is computed by dividing the NAVD 88
 DP0046.geopotential number by the normal gravity value computed on the
 DP0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0046.degrees latitude (g = 980.6199 gals.).
 DP0046
 DP0046.The modeled gravity was interpolated from observed gravity values.
 DP0046
 DP0046;                    North         East    Units  Estimated Accuracy
 DP0046;SPC TXNC     - 2,170,080.      428,850.      MT  (+/- 180 meters Scaled)
 DP0046
 DP0046                          SUPERSEDED SURVEY CONTROL
 DP0046
 DP0046  NGVD 29 (??/??/92)  558.649  (m)         1832.83   (f) ADJ UNCH    2 0
 DP0046
 DP0046.Superseded values are not recommended for survey control.
 DP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0046.See file dsdata.txt to determine how the superseded data were derived.
 DP0046
 DP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB754728(NAD 83)
 DP0046_MARKER: DB = BENCH MARK DISK
 DP0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0046_STAMPING: Q 475 1935
 DP0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0046+STABILITY: SURFACE MOTION
 DP0046
 DP0046  HISTORY     - Date     Condition        Report By
 DP0046  HISTORY     - 1935     MONUMENTED       CGS
 DP0046  HISTORY     - 1968     GOOD             USGS
 DP0046
 DP0046                          STATION DESCRIPTION
 DP0046
 DP0046'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0046'2.1 MI SW FROM SWENSON.
 DP0046'4.3 MILES EAST ALONG THE DISMANTLED FT. WORTH AND DENVER RAILWAY FROM
 DP0046'PEACOCK, STONEWALL COUNTY, 2.1 MILES SOUTHWEST OF SWENSON, 1 POLE EAST
 DP0046'OF MILEPOST B 153, 370 FEET NORTHEAST OF A GATE, 43 FEET NORTH OF THE
 DP0046'CENTERLINE OF THE OLD RR GRADE, 5.5 FEET SOUTH OF A FENCE AND 1.5 FEET
 DP0046'WEST OF A POLE.  A STANDARD DISK, STAMPED Q 475 1935 AND SET IN THE
 DP0046'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0006 ***********************************************************************
 CB0006  DESIGNATION -  Q 476
 CB0006  PID         -  CB0006
 CB0006  STATE/COUNTY-  TX/COKE
 CB0006  USGS QUAD   -  BRONTE (1987)
 CB0006
 CB0006                         *CURRENT SURVEY CONTROL
 CB0006  ___________________________________________________________________
 CB0006* NAD 83(1986)-  31 55 11.     (N)    100 17 36.     (W)     SCALED    
 CB0006* NAVD 88     -       559.806  (meters)    1836.63   (feet)  ADJUSTED  
 CB0006  ___________________________________________________________________
 CB0006  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 CB0006  DYNAMIC HT  -         559.072 (meters)    1834.22  (feet)  COMP
 CB0006  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 CB0006
 CB0006  VERT ORDER  -  SECOND    CLASS 0
 CB0006
 CB0006.The horizontal coordinates were scaled from a topographic map and have
 CB0006.an estimated accuracy of +/- 6 seconds.
 CB0006
 CB0006.The orthometric height was determined by differential leveling
 CB0006.and adjusted by the National Geodetic Survey in June 1991..
 CB0006
 CB0006.The geoid height was determined by GEOID03.
 CB0006
 CB0006.The dynamic height is computed by dividing the NAVD 88
 CB0006.geopotential number by the normal gravity value computed on the
 CB0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0006.degrees latitude (g = 980.6199 gals.).
 CB0006
 CB0006.The modeled gravity was interpolated from observed gravity values.
 CB0006
 CB0006;                    North         East    Units  Estimated Accuracy
 CB0006;SPC TX C     - 3,249,780.      703,780.      MT  (+/- 180 meters Scaled)
 CB0006
 CB0006                          SUPERSEDED SURVEY CONTROL
 CB0006
 CB0006  NGVD 29 (??/??/92)  559.637  (m)         1836.08   (f) ADJ UNCH    2 0
 CB0006
 CB0006.Superseded values are not recommended for survey control.
 CB0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0006.See file dsdata.txt to determine how the superseded data were derived.
 CB0006
 CB0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA777322(NAD 83)
 CB0006_MARKER: DB = BENCH MARK DISK
 CB0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0006_STAMPING: 1836.076 Q 476 1935
 CB0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0006+STABILITY: SURFACE MOTION
 CB0006
 CB0006  HISTORY     - Date     Condition        Report By
 CB0006  HISTORY     - 1935     MONUMENTED       CGS
 CB0006  HISTORY     - 1961     MARK NOT FOUND   NGS
 CB0006
 CB0006                          STATION DESCRIPTION
 CB0006
 CB0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0006'2.4 MI N FROM BRONTE.
 CB0006'2.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0006'STATION AT BRONTE, COKE COUNTY, 12 FEET WEST OF MILEPOST 683, 44 FEET
 CB0006'WEST OF THE CENTERLINE OF THE TRACK, 30 FEET EAST OF THE CENTERLINE OF
 CB0006'A ROAD, AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED
 CB0006'1836.076 Q 476 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0611 ***********************************************************************
 CA0611  DESIGNATION -  Q 477
 CA0611  PID         -  CA0611
 CA0611  STATE/COUNTY-  TX/CONCHO
 CA0611  USGS QUAD   -  MILLERSVIEW NW (1987)
 CA0611
 CA0611                         *CURRENT SURVEY CONTROL
 CA0611  ___________________________________________________________________
 CA0611* NAD 83(1986)-  31 23 40.     (N)    099 53 01.     (W)     SCALED    
 CA0611* NAVD 88     -       546.188  (meters)    1791.95   (feet)  ADJUSTED  
 CA0611  ___________________________________________________________________
 CA0611  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CA0611  DYNAMIC HT  -         545.441 (meters)    1789.50  (feet)  COMP
 CA0611  MODELED GRAV-     979,254.3   (mgal)                       NAVD 88
 CA0611
 CA0611  VERT ORDER  -  SECOND    CLASS 0
 CA0611
 CA0611.The horizontal coordinates were scaled from a topographic map and have
 CA0611.an estimated accuracy of +/- 6 seconds.
 CA0611
 CA0611.The orthometric height was determined by differential leveling
 CA0611.and adjusted by the National Geodetic Survey in June 1991..
 CA0611
 CA0611.The geoid height was determined by GEOID03.
 CA0611
 CA0611.The dynamic height is computed by dividing the NAVD 88
 CA0611.geopotential number by the normal gravity value computed on the
 CA0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0611.degrees latitude (g = 980.6199 gals.).
 CA0611
 CA0611.The modeled gravity was interpolated from observed gravity values.
 CA0611
 CA0611;                    North         East    Units  Estimated Accuracy
 CA0611;SPC TX C     - 3,191,620.      742,770.      MT  (+/- 180 meters Scaled)
 CA0611
 CA0611                          SUPERSEDED SURVEY CONTROL
 CA0611
 CA0611  NGVD 29 (??/??/92)  546.068  (m)         1791.56   (f) ADJ UNCH    2 0
 CA0611
 CA0611.Superseded values are not recommended for survey control.
 CA0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0611.See file dsdata.txt to determine how the superseded data were derived.
 CA0611
 CA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV159736(NAD 83)
 CA0611_MARKER: DB = BENCH MARK DISK
 CA0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0611_STAMPING: Q 477 1935
 CA0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0611+STABILITY: SURFACE MOTION
 CA0611
 CA0611  HISTORY     - Date     Condition        Report By
 CA0611  HISTORY     - 1935     MONUMENTED       CGS
 CA0611  HISTORY     - 1940     GOOD             NGS
 CA0611  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0611
 CA0611                          STATION DESCRIPTION
 CA0611
 CA0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0611'8.3 MI S FROM PAINT ROCK.
 CA0611'8.3 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COUNTY COURTHOUSE AT
 CA0611'PAINT ROCK, 150 YARDS NORTH OF A GATE WEST OF THE HIGHWAY, 50 FEET
 CA0611'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST OF THE FENCE. A
 CA0611'STANDARD DISK, STAMPED Q 477 1935 AND SET IN THE TOP OF A CONCRETE
 CA0611'POST.
 CA0611
 CA0611                          STATION RECOVERY (1999)
 CA0611
 CA0611'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0303 ***********************************************************************
 CS0303  DESIGNATION -  Q 478
 CS0303  PID         -  CS0303
 CS0303  STATE/COUNTY-  TX/KAUFMAN
 CS0303  USGS QUAD   -  ELMO (1981)
 CS0303
 CS0303                         *CURRENT SURVEY CONTROL
 CS0303  ___________________________________________________________________
 CS0303* NAD 83(1986)-  32 43 55.     (N)    096 14 48.     (W)     SCALED    
 CS0303* NAVD 88     -       143.034  (meters)     469.27   (feet)  ADJUSTED  
 CS0303  ___________________________________________________________________
 CS0303  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0303  DYNAMIC HT  -         142.875 (meters)     468.75  (feet)  COMP
 CS0303  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 CS0303
 CS0303  VERT ORDER  -  SECOND    CLASS 0
 CS0303
 CS0303.The horizontal coordinates were scaled from a topographic map and have
 CS0303.an estimated accuracy of +/- 6 seconds.
 CS0303
 CS0303.The orthometric height was determined by differential leveling
 CS0303.and adjusted by the National Geodetic Survey in June 1991..
 CS0303
 CS0303.The geoid height was determined by GEOID03.
 CS0303
 CS0303.The dynamic height is computed by dividing the NAVD 88
 CS0303.geopotential number by the normal gravity value computed on the
 CS0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0303.degrees latitude (g = 980.6199 gals.).
 CS0303
 CS0303.The modeled gravity was interpolated from observed gravity values.
 CS0303
 CS0303;                    North         East    Units  Estimated Accuracy
 CS0303;SPC TXNC     - 2,120,390.      811,180.      MT  (+/- 180 meters Scaled)
 CS0303
 CS0303                          SUPERSEDED SURVEY CONTROL
 CS0303
 CS0303  NGVD 29 (??/??/92)  143.046  (m)          469.31   (f) ADJ UNCH    2 0
 CS0303
 CS0303.Superseded values are not recommended for survey control.
 CS0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0303.See file dsdata.txt to determine how the superseded data were derived.
 CS0303
 CS0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB580249(NAD 83)
 CS0303_MARKER: DB = BENCH MARK DISK
 CS0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0303_SP_SET: BRIDGE
 CS0303_STAMPING: Q 478 1948
 CS0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0303
 CS0303  HISTORY     - Date     Condition        Report By
 CS0303  HISTORY     - 1948     MONUMENTED       CGS
 CS0303  HISTORY     - 1959     GOOD             NGS
 CS0303  HISTORY     - 1988     GOOD             USPSQD
 CS0303  HISTORY     - 1988     GOOD             USPSQD
 CS0303  HISTORY     - 19910725 GOOD             USPSQD
 CS0303
 CS0303                          STATION DESCRIPTION
 CS0303
 CS0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0303'1.6 MI E FROM TERRELL.
 CS0303'1.6 MILES EAST ALONG U. S. HIGHWAY 80 AND THE TEXAS AND PACIFIC
 CS0303'RAILWAY FROM THE UNION STATION AT TERRELL, 99 YARDS (PACED) WEST OF
 CS0303'THE CENTER OF A ROAD CROSSING (CROSSING OF RAILWAY AND AN ASPHALT
 CS0303'ROAD), 68 YARDS (PACED) SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE
 CS0303'TERRELL WATER FILTER PLANT, 67.5 FEET NORTH OF THE NORTH RAIL OF THE
 CS0303'TRACK, 15.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT
 CS0303'SOUTH OF THE CONCRETE GUARD RAIL ALONG THE SOUTH SIDE OF A 100-FOOT
 CS0303'HIGHWAY BRIDGE AND SET IN THE TOP OF THE NORTHWEST END OF THE
 CS0303'SOUTHEAST WINGWALL OF THE BRIDGE.
 CS0303
 CS0303                          STATION RECOVERY (1959)
 CS0303
 CS0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CS0303'RECOVERED IN GOOD CONDITION.
 CS0303
 CS0303                          STATION RECOVERY (1988)
 CS0303
 CS0303'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0303'RECOVERED IN GOOD CONDITION.
 CS0303
 CS0303                          STATION RECOVERY (1988)
 CS0303
 CS0303'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0303'RECOVERED IN GOOD CONDITION.
 CS0303
 CS0303                          STATION RECOVERY (1991)
 CS0303
 CS0303'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0286 ***********************************************************************
 CS0286  DESIGNATION -  Q 479
 CS0286  PID         -  CS0286
 CS0286  STATE/COUNTY-  TX/KAUFMAN
 CS0286  USGS QUAD   -  OLA (1981)
 CS0286
 CS0286                         *CURRENT SURVEY CONTROL
 CS0286  ___________________________________________________________________
 CS0286* NAD 83(1986)-  32 34 30.     (N)    096 11 24.     (W)     SCALED    
 CS0286* NAVD 88     -       138.239  (meters)     453.54   (feet)  ADJUSTED  
 CS0286  ___________________________________________________________________
 CS0286  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0286  DYNAMIC HT  -         138.084 (meters)     453.03  (feet)  COMP
 CS0286  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 CS0286
 CS0286  VERT ORDER  -  SECOND    CLASS 0
 CS0286
 CS0286.The horizontal coordinates were scaled from a topographic map and have
 CS0286.an estimated accuracy of +/- 6 seconds.
 CS0286
 CS0286.The orthometric height was determined by differential leveling
 CS0286.and adjusted by the National Geodetic Survey in June 1991..
 CS0286
 CS0286.The geoid height was determined by GEOID03.
 CS0286
 CS0286.The dynamic height is computed by dividing the NAVD 88
 CS0286.geopotential number by the normal gravity value computed on the
 CS0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0286.degrees latitude (g = 980.6199 gals.).
 CS0286
 CS0286.The modeled gravity was interpolated from observed gravity values.
 CS0286
 CS0286;                    North         East    Units  Estimated Accuracy
 CS0286;SPC TXNC     - 2,103,110.      816,870.      MT  (+/- 180 meters Scaled)
 CS0286
 CS0286                          SUPERSEDED SURVEY CONTROL
 CS0286
 CS0286  NGVD 29 (??/??/92)  138.248  (m)          453.57   (f) ADJ UNCH    2 0
 CS0286
 CS0286.Superseded values are not recommended for survey control.
 CS0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0286.See file dsdata.txt to determine how the superseded data were derived.
 CS0286
 CS0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB637076(NAD 83)
 CS0286_MARKER: DB = BENCH MARK DISK
 CS0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0286_STAMPING: Q 479 1948
 CS0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0286+STABILITY: SURFACE MOTION
 CS0286
 CS0286  HISTORY     - Date     Condition        Report By
 CS0286  HISTORY     - 1948     MONUMENTED       CGS
 CS0286
 CS0286                          STATION DESCRIPTION
 CS0286
 CS0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0286'0.75 MI W FROM OLA.
 CS0286'0.75 MILE WEST ALONG STATE HIGHWAY 243 FROM THE CHURCH OF CHRIST AT
 CS0286'OLA, 219.0 FEET EAST OF THE EAST END OF THE NORTH HEADWALL OF A
 CS0286'12-FOOT TWIN CHANNEL CONCRETE CULVERT, 141.0 FEET EAST OF THE MOST
 CS0286'SOUTHERLY POINT OF A STOCK POND DAM, 59.0 FEET NORTH OF THE CENTER
 CS0286'LINE OF THE HIGHWAY, 2.0 FEET SOUTH OF A FENCE, 1.9 FEET EAST OF A
 CS0286'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CS0286'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0278 ***********************************************************************
 CS0278  DESIGNATION -  Q 480
 CS0278  PID         -  CS0278
 CS0278  STATE/COUNTY-  TX/KAUFMAN
 CS0278  USGS QUAD   -  KAUFMAN (1963)
 CS0278
 CS0278                         *CURRENT SURVEY CONTROL
 CS0278  ___________________________________________________________________
 CS0278* NAD 83(1986)-  32 35 26.     (N)    096 17 56.     (W)     SCALED    
 CS0278* NAVD 88     -       134.897  (meters)     442.57   (feet)  ADJUSTED  
 CS0278  ___________________________________________________________________
 CS0278  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS0278  DYNAMIC HT  -         134.747 (meters)     442.08  (feet)  COMP
 CS0278  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 CS0278
 CS0278  VERT ORDER  -  SECOND    CLASS 0
 CS0278
 CS0278.The horizontal coordinates were scaled from a topographic map and have
 CS0278.an estimated accuracy of +/- 6 seconds.
 CS0278
 CS0278.The orthometric height was determined by differential leveling
 CS0278.and adjusted by the National Geodetic Survey in June 1991..
 CS0278
 CS0278.The geoid height was determined by GEOID03.
 CS0278
 CS0278.The dynamic height is computed by dividing the NAVD 88
 CS0278.geopotential number by the normal gravity value computed on the
 CS0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0278.degrees latitude (g = 980.6199 gals.).
 CS0278
 CS0278.The modeled gravity was interpolated from observed gravity values.
 CS0278
 CS0278;                    North         East    Units  Estimated Accuracy
 CS0278;SPC TXNC     - 2,104,620.      806,610.      MT  (+/- 180 meters Scaled)
 CS0278
 CS0278                          SUPERSEDED SURVEY CONTROL
 CS0278
 CS0278  NGVD 29 (??/??/92)  134.904  (m)          442.60   (f) ADJ UNCH    2 0
 CS0278
 CS0278.Superseded values are not recommended for survey control.
 CS0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0278.See file dsdata.txt to determine how the superseded data were derived.
 CS0278
 CS0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB535091(NAD 83)
 CS0278_MARKER: DB = BENCH MARK DISK
 CS0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0278_SP_SET: FOOTING
 CS0278_STAMPING: Q 480 1948
 CS0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0278
 CS0278  HISTORY     - Date     Condition        Report By
 CS0278  HISTORY     - 1948     MONUMENTED       CGS
 CS0278
 CS0278                          STATION DESCRIPTION
 CS0278
 CS0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0278'IN KAUFMAN.
 CS0278'AT KAUFMAN, 0.25 MILE NORTHEAST OF THE TEXAS AND NEW ORLEANS RAILWAY
 CS0278'STATION, 130.0 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 34, AT
 CS0278'THE CITY WATER TANK, AND SET IN THE TOP OF THE SOUTH CORNER OF THE
 CS0278'CONCRETE FOOTING SUPPORTING THE SOUTHEAST LEG OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0619 ***********************************************************************
 CR0619  DESIGNATION -  Q 483
 CR0619  PID         -  CR0619
 CR0619  STATE/COUNTY-  TX/VAN ZANDT
 CR0619  USGS QUAD   -  PHALBA (1984)
 CR0619
 CR0619                         *CURRENT SURVEY CONTROL
 CR0619  ___________________________________________________________________
 CR0619* NAD 83(1986)-  32 23 22.     (N)    095 57 26.     (W)     SCALED    
 CR0619* NAVD 88     -       137.207  (meters)     450.15   (feet)  ADJUSTED  
 CR0619  ___________________________________________________________________
 CR0619  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CR0619  DYNAMIC HT  -         137.049 (meters)     449.63  (feet)  COMP
 CR0619  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 CR0619
 CR0619  VERT ORDER  -  SECOND    CLASS 0
 CR0619
 CR0619.The horizontal coordinates were scaled from a topographic map and have
 CR0619.an estimated accuracy of +/- 6 seconds.
 CR0619
 CR0619.The orthometric height was determined by differential leveling
 CR0619.and adjusted by the National Geodetic Survey in June 1991..
 CR0619
 CR0619.The geoid height was determined by GEOID03.
 CR0619
 CR0619.The dynamic height is computed by dividing the NAVD 88
 CR0619.geopotential number by the normal gravity value computed on the
 CR0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0619.degrees latitude (g = 980.6199 gals.).
 CR0619
 CR0619.The modeled gravity was interpolated from observed gravity values.
 CR0619
 CR0619;                    North         East    Units  Estimated Accuracy
 CR0619;SPC TXNC     - 2,083,050.      839,220.      MT  (+/- 180 meters Scaled)
 CR0619
 CR0619                          SUPERSEDED SURVEY CONTROL
 CR0619
 CR0619  NGVD 29 (??/??/92)  137.216  (m)          450.18   (f) ADJ UNCH    2 0
 CR0619
 CR0619.Superseded values are not recommended for survey control.
 CR0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0619.See file dsdata.txt to determine how the superseded data were derived.
 CR0619
 CR0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR218874(NAD 83)
 CR0619_MARKER: DB = BENCH MARK DISK
 CR0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0619_STAMPING: Q 483 1948
 CR0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0619+STABILITY: SURFACE MOTION
 CR0619
 CR0619  HISTORY     - Date     Condition        Report By
 CR0619  HISTORY     - 1948     MONUMENTED       CGS
 CR0619  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0619
 CR0619                          STATION DESCRIPTION
 CR0619
 CR0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0619'13.1 MI NE FROM EUSTACE.
 CR0619'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0619'AT EUSTACE, THENCE 2.75 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 1.1
 CR0619'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE EAST ALONG A
 CR0619'GRADED DIRT ROAD, THENCE 5.15 MILES NORTHWEST ALONG A GRADED DIRT
 CR0619'ROAD, 0.2 MILE SOUTH OF A ROAD INTERSECTION, ON THE OUTSIDE OF A
 CR0619'CURVE, AT A POINT WHERE THE ROAD TURNS NORTH, 51.0 FEET SOUTHWEST OF
 CR0619'THE CENTER LINE OF THE ROAD (MEASURED FROM A POINT 147.0 FEET
 CR0619'NORTHWEST OF THE NORTHWEST END OF A 30-FOOT WOODEN BRIDGE OVER PURTIS
 CR0619'CREEK), 60.1 FEET NORTHEAST OF A LONE 24-INCH OAK TREE, 16.0 FEET
 CR0619'NORTH OF THE CENTER OF A WIRE GATE ACROSS A FIELD ENTRANCE 1.9 FEET
 CR0619'EAST OF A FENCE, 2.6 FEET SOUTH OF A REFERENCE POST, AND SET IN THE
 CR0619'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0619
 CR0619                          STATION RECOVERY (1995)
 CR0619
 CR0619'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0244 ***********************************************************************
 BY0244  DESIGNATION -  Q 484
 BY0244  PID         -  BY0244
 BY0244  STATE/COUNTY-  TX/SHELBY
 BY0244  USGS QUAD   -  NEUVILLE (1984)
 BY0244
 BY0244                         *CURRENT SURVEY CONTROL
 BY0244  ___________________________________________________________________
 BY0244* NAD 83(1986)-  31 40 39.     (N)    094 08 59.     (W)     SCALED    
 BY0244* NAVD 88     -       127.460  (meters)     418.18   (feet)  ADJUSTED  
 BY0244  ___________________________________________________________________
 BY0244  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY0244  DYNAMIC HT  -         127.306 (meters)     417.67  (feet)  COMP
 BY0244  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 BY0244
 BY0244  VERT ORDER  -  FIRST     CLASS II
 BY0244
 BY0244.The horizontal coordinates were scaled from a topographic map and have
 BY0244.an estimated accuracy of +/- 6 seconds.
 BY0244
 BY0244.The orthometric height was determined by differential leveling
 BY0244.and adjusted by the National Geodetic Survey in June 1991..
 BY0244
 BY0244.The geoid height was determined by GEOID03.
 BY0244
 BY0244.The dynamic height is computed by dividing the NAVD 88
 BY0244.geopotential number by the normal gravity value computed on the
 BY0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0244.degrees latitude (g = 980.6199 gals.).
 BY0244
 BY0244.The modeled gravity was interpolated from observed gravity values.
 BY0244
 BY0244;                    North         East    Units  Estimated Accuracy
 BY0244;SPC TX C     - 3,239,210.    1,286,010.      MT  (+/- 180 meters Scaled)
 BY0244
 BY0244                          SUPERSEDED SURVEY CONTROL
 BY0244
 BY0244  NGVD 29 (??/??/??)  127.496  (m)          418.29   (f) ADJUSTED    1 2
 BY0244
 BY0244.Superseded values are not recommended for survey control.
 BY0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0244.See file dsdata.txt to determine how the superseded data were derived.
 BY0244
 BY0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR910052(NAD 83)
 BY0244_MARKER: DB = BENCH MARK DISK
 BY0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0244_STAMPING: Q 484 1949
 BY0244_PROJECTION: FLUSH
 BY0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0244+STABILITY: SURFACE MOTION
 BY0244
 BY0244  HISTORY     - Date     Condition        Report By
 BY0244  HISTORY     - 1949     MONUMENTED       CGS
 BY0244  HISTORY     - 1979     GOOD             NGS
 BY0244
 BY0244                          STATION DESCRIPTION
 BY0244
 BY0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0244'IN NEUVILLE.
 BY0244'AT NEUVILLE, 0.4 MILE WEST OF THE POST OFFICE, 103.0 FEET NORTH OF THE
 BY0244'CENTER LINE OF AN EAST-WEST ROAD, 54.3 FEET EAST OF A POINT 23.0 FEET
 BY0244'SOUTH OF THE SOUTHEAST CORNER OF THE NEUVILLE PUBLIC SCHOOL, 5.3 FEET
 BY0244'EAST OF A STONE WALL ALONG THE EAST SIDE OF THE SCHOOLYARD, 4.0 FEET
 BY0244'EAST OF A FENCE CORNER WHICH IS AT THE SOUTHWEST CORNER OF A CEMETERY,
 BY0244'1.4 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST, AND SET
 BY0244'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0244
 BY0244                          STATION RECOVERY (1979)
 BY0244
 BY0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0244'10.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF
 BY0244'STATE HIGHWAY 87 IN CENTER, THENCE 0.85 MILE NORTHEAST ALONG A
 BY0244'GRAVEL ROAD, AT THE NEUVILLE CEMETERY, AT THE SOUTHWEST CORNER
 BY0244'OF THE BAILEYS CEMETERY PLOT, UNDER THE SECOND CINDER BLOCK NORTH
 BY0244'OF THE SOUTHWEST CORNER OF THE PLOT, 2.0 FT. NORTH OF THE SOUTHWEST
 BY0244'CORNER OF THE PLOT, 5.0 FT. EAST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0252 ***********************************************************************
 BY0252  DESIGNATION -  Q 485
 BY0252  PID         -  BY0252
 BY0252  STATE/COUNTY-  TX/SHELBY
 BY0252  USGS QUAD   -  NEUVILLE (1984)
 BY0252
 BY0252                         *CURRENT SURVEY CONTROL
 BY0252  ___________________________________________________________________
 BY0252* NAD 83(1986)-  31 38 26.     (N)    094 15 00.     (W)     SCALED    
 BY0252* NAVD 88     -       115.08   (+/-2cm)     377.6    (feet)  VERTCON   
 BY0252  ___________________________________________________________________
 BY0252  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BY0252
 BY0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0252
 BY0252.The horizontal coordinates were scaled from a topographic map and have
 BY0252.an estimated accuracy of +/- 6 seconds.
 BY0252
 BY0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0252.The vertical order pertains to the NGVD 29 superseded value.
 BY0252
 BY0252.The geoid height was determined by GEOID03.
 BY0252
 BY0252;                    North         East    Units  Estimated Accuracy
 BY0252;SPC TX C     - 3,234,600.    1,276,740.      MT  (+/- 180 meters Scaled)
 BY0252
 BY0252                          SUPERSEDED SURVEY CONTROL
 BY0252
 BY0252  NGVD 29 (??/??/92)  115.115  (m)          377.67   (f) ADJ UNCH    2 0
 BY0252
 BY0252.Superseded values are not recommended for survey control.
 BY0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0252.See file dsdata.txt to determine how the superseded data were derived.
 BY0252
 BY0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR814012(NAD 83)
 BY0252_MARKER: DB = BENCH MARK DISK
 BY0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0252_STAMPING: Q-485-1949
 BY0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0252+STABILITY: SURFACE MOTION
 BY0252
 BY0252  HISTORY     - Date     Condition        Report By
 BY0252  HISTORY     - 1949     MONUMENTED       CGS
 BY0252  HISTORY     - 1958     GOOD             USGS
 BY0252
 BY0252                          STATION DESCRIPTION
 BY0252
 BY0252'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0252'5.3 MI SW FROM JORICHO.
 BY0252'4.8 MI. S ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL GROCERY
 BY0252'STORE AT JORICHO, THENCE 0.5 MI. SE ALONG A GRADED DIRT ROAD, 1.2 MI.
 BY0252'W OF BM P-485, 0.1 MI. SE OF SALEM CHURCH 40FT. SW OF THE CENTER LINE
 BY0252'OF THE ROAD, 60FT. N OF THE SE CORNER (FENCED) OF THE CEMETERY, 4 FT.
 BY0252'W OF CEMETERY FENCE, 2.0 FT. E OF A REFERENCE POST AND SET IN THE TOP
 BY0252'OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND, STAMPED Q-485
 BY0252'1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1164 ***********************************************************************
 BY1164  DESIGNATION -  Q 486
 BY1164  PID         -  BY1164
 BY1164  STATE/COUNTY-  TX/NACOGDOCHES
 BY1164  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1164
 BY1164                         *CURRENT SURVEY CONTROL
 BY1164  ___________________________________________________________________
 BY1164* NAD 83(1986)-  31 35 33.     (N)    094 39 56.     (W)     SCALED    
 BY1164* NAVD 88     -       104.34   (+/-2cm)     342.3    (feet)  VERTCON   
 BY1164  ___________________________________________________________________
 BY1164  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1164
 BY1164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1164
 BY1164.The horizontal coordinates were scaled from a topographic map and have
 BY1164.an estimated accuracy of +/- 6 seconds.
 BY1164
 BY1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1164.The vertical order pertains to the NGVD 29 superseded value.
 BY1164
 BY1164.The geoid height was determined by GEOID03.
 BY1164
 BY1164;                    North         East    Units  Estimated Accuracy
 BY1164;SPC TX C     - 3,227,190.    1,237,650.      MT  (+/- 180 meters Scaled)
 BY1164
 BY1164                          SUPERSEDED SURVEY CONTROL
 BY1164
 BY1164  NGVD 29 (??/??/92)  104.441  (m)          342.65   (f) ADJ UNCH    2 0
 BY1164
 BY1164.Superseded values are not recommended for survey control.
 BY1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1164.See file dsdata.txt to determine how the superseded data were derived.
 BY1164
 BY1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ419964(NAD 83)
 BY1164_MARKER: DB = BENCH MARK DISK
 BY1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1164_SP_SET: BUILDING
 BY1164_STAMPING: Q 486 1949
 BY1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY1164+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 BY1164
 BY1164  HISTORY     - Date     Condition        Report By
 BY1164  HISTORY     - 1949     MONUMENTED       CGS
 BY1164  HISTORY     - 1979     GOOD             NGS
 BY1164  HISTORY     - 1990     GOOD             USPSQD
 BY1164  HISTORY     - 19980919 GOOD             USPSQD
 BY1164  HISTORY     - 20060203 GOOD             USPSQD
 BY1164
 BY1164                          STATION DESCRIPTION
 BY1164
 BY1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1164'1.0 MI S FROM NACOGDOCHES.
 BY1164'1.0 MILE SOUTH ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE AT
 BY1164'NACOGDOCHES, AT THE JUNCTION OF SPANISH BLUFF ROAD AND U. S. HIGHWAY
 BY1164'59, 1.4 FEET NORTH OF THE SOUTHEAST CORNER OF AND SET VERTICALLY IN
 BY1164'THE EAST FACE OF THE MEADOR FOOD STORE, AND 2.8 FEET ABOVE THE
 BY1164'SIDEWALK.
 BY1164
 BY1164                          STATION RECOVERY (1979)
 BY1164
 BY1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1164'CHANGE-MEADOR FOOD STORE IS NOW K AND S GROCERY.  NOTE-NOT LEVELED TO
 BY1164'AT THIS TIME.
 BY1164
 BY1164                          STATION RECOVERY (1990)
 BY1164
 BY1164'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 BY1164'RECOVERED IN GOOD CONDITION.
 BY1164
 BY1164                          STATION RECOVERY (1998)
 BY1164
 BY1164'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1164'RECOVERED IN GOOD CONDITION.
 BY1164
 BY1164                          STATION RECOVERY (2006)
 BY1164
 BY1164'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BY1164'BUILDING IS NOW SALAZAR'S FURNITURE AND APPLIANCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0129 ***********************************************************************
 BY0129  DESIGNATION -  Q 487
 BY0129  PID         -  BY0129
 BY0129  STATE/COUNTY-  TX/SHELBY
 BY0129  USGS QUAD   -  CENTER (1984)
 BY0129
 BY0129                         *CURRENT SURVEY CONTROL
 BY0129  ___________________________________________________________________
 BY0129* NAD 83(1986)-  31 48 27.     (N)    094 13 30.     (W)     SCALED    
 BY0129* NAVD 88     -       116.99   (+/-2cm)     383.8    (feet)  VERTCON   
 BY0129  ___________________________________________________________________
 BY0129  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY0129
 BY0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0129
 BY0129.The horizontal coordinates were scaled from a topographic map and have
 BY0129.an estimated accuracy of +/- 6 seconds.
 BY0129
 BY0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0129.The vertical order pertains to the NGVD 29 superseded value.
 BY0129
 BY0129.The geoid height was determined by GEOID03.
 BY0129
 BY0129;                    North         East    Units  Estimated Accuracy
 BY0129;SPC TX C     - 3,253,210.    1,278,100.      MT  (+/- 180 meters Scaled)
 BY0129
 BY0129                          SUPERSEDED SURVEY CONTROL
 BY0129
 BY0129  NGVD 29 (??/??/92)  117.028  (m)          383.95   (f) ADJ UNCH    2 0
 BY0129
 BY0129.Superseded values are not recommended for survey control.
 BY0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0129.See file dsdata.txt to determine how the superseded data were derived.
 BY0129
 BY0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR840197(NAD 83)
 BY0129_MARKER: DB = BENCH MARK DISK
 BY0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0129_STAMPING: Q 487 1949
 BY0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0129+STABILITY: SURFACE MOTION
 BY0129
 BY0129  HISTORY     - Date     Condition        Report By
 BY0129  HISTORY     - 1949     MONUMENTED       CGS
 BY0129
 BY0129                          STATION DESCRIPTION
 BY0129
 BY0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0129'3.15 MI W FROM CENTER.
 BY0129'1.25 MILES NORTH ALONG U. S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0129'COURTHOUSE AT CENTER, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY 87,
 BY0129'141.0 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH TO THE
 BY0129'NEW HOPE CONGREGATIONAL METHODIST CHURCH, 78.0 FEET SOUTH OF THE
 BY0129'CENTER LINE OF THE HIGHWAY, 31.0 FEET NORTHWEST OF THE NORTHWEST
 BY0129'CORNER OF THE FRONT PORCH FOR THE HOME OF I. N. SNELL WHICH IS OWNED
 BY0129'BY J. T. SLATTER, 1.7 FEET EAST OF A REFERENCE POST, 1.0 FOOT NORTH OF
 BY0129'A CORNER FENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0129'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0996 ***********************************************************************
 BY0996  DESIGNATION -  Q 488
 BY0996  PID         -  BY0996
 BY0996  STATE/COUNTY-  TX/NACOGDOCHES
 BY0996  USGS QUAD   -  HUNTINGTON (1980)
 BY0996
 BY0996                         *CURRENT SURVEY CONTROL
 BY0996  ___________________________________________________________________
 BY0996* NAD 83(1986)-  31 16 37.     (N)    094 32 27.     (W)     SCALED    
 BY0996* NAVD 88     -        84.68   (+/-2cm)     277.8    (feet)  VERTCON   
 BY0996  ___________________________________________________________________
 BY0996  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BY0996
 BY0996  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0996
 BY0996.The horizontal coordinates were scaled from a topographic map and have
 BY0996.an estimated accuracy of +/- 6 seconds.
 BY0996
 BY0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0996.The vertical order pertains to the NGVD 29 superseded value.
 BY0996
 BY0996.The geoid height was determined by GEOID03.
 BY0996
 BY0996;                    North         East    Units  Estimated Accuracy
 BY0996;SPC TX C     - 3,192,870.    1,251,300.      MT  (+/- 180 meters Scaled)
 BY0996
 BY0996                          SUPERSEDED SURVEY CONTROL
 BY0996
 BY0996  NGVD 29 (??/??/92)   84.720  (m)          277.95   (f) ADJ UNCH    2 0
 BY0996
 BY0996.Superseded values are not recommended for survey control.
 BY0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0996.See file dsdata.txt to determine how the superseded data were derived.
 BY0996
 BY0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ533613(NAD 83)
 BY0996_MARKER: DB = BENCH MARK DISK
 BY0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0996_STAMPING: Q 488 1949
 BY0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0996+STABILITY: SURFACE MOTION
 BY0996
 BY0996  HISTORY     - Date     Condition        Report By
 BY0996  HISTORY     - 1949     MONUMENTED       CGS
 BY0996  HISTORY     - 19980919 GOOD             USPSQD
 BY0996
 BY0996                          STATION DESCRIPTION
 BY0996
 BY0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0996'2.15 MI NE FROM HUNTINGTON.
 BY0996'0.45 MILE NORTHEAST ALONG FARM ROAD 328 FROM THE TEXAS AND NEW ORLEANS
 BY0996'RAILROAD STATION AT HUNTINGTON, THENCE 1.7 MILES EAST ALONG A GRADED
 BY0996'DIRT ROAD, AT THE C. L. LYNN FARM HOME, 90.6 FEET WEST OF THE
 BY0996'SOUTHWEST CORNER OF THE HOUSE, 65.0 FEET WEST OF THE SOUTHWEST CORNER
 BY0996'OF THE YARD FENCE, 37.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.0
 BY0996'FEET EAST OF A REFERENCE POST, 1.3 FEET SOUTH OF A FENCE, AND SET IN
 BY0996'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0996
 BY0996                          STATION RECOVERY (1998)
 BY0996
 BY0996'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0867 ***********************************************************************
 BY0867  DESIGNATION -  Q 489
 BY0867  PID         -  BY0867
 BY0867  STATE/COUNTY-  TX/ANGELINA
 BY0867  USGS QUAD   -  BALD HILL (1980)
 BY0867
 BY0867                         *CURRENT SURVEY CONTROL
 BY0867  ___________________________________________________________________
 BY0867* NAD 83(1986)-  31 09 46.     (N)    094 39 54.     (W)     SCALED    
 BY0867* NAVD 88     -        62.43   (+/-2cm)     204.8    (feet)  VERTCON   
 BY0867  ___________________________________________________________________
 BY0867  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BY0867
 BY0867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0867
 BY0867.The horizontal coordinates were scaled from a topographic map and have
 BY0867.an estimated accuracy of +/- 6 seconds.
 BY0867
 BY0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0867.The vertical order pertains to the NGVD 29 superseded value.
 BY0867
 BY0867.The geoid height was determined by GEOID03.
 BY0867
 BY0867;                    North         East    Units  Estimated Accuracy
 BY0867;SPC TX C     - 3,179,620.    1,240,130.      MT  (+/- 180 meters Scaled)
 BY0867
 BY0867                          SUPERSEDED SURVEY CONTROL
 BY0867
 BY0867  NGVD 29 (??/??/92)   62.459  (m)          204.92   (f) ADJ UNCH    2 0
 BY0867
 BY0867.Superseded values are not recommended for survey control.
 BY0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0867.See file dsdata.txt to determine how the superseded data were derived.
 BY0867
 BY0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ413488(NAD 83)
 BY0867_MARKER: DB = BENCH MARK DISK
 BY0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0867_STAMPING: Q 489 1949
 BY0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0867+STABILITY: SURFACE MOTION
 BY0867
 BY0867  HISTORY     - Date     Condition        Report By
 BY0867  HISTORY     - 1949     MONUMENTED       CGS
 BY0867
 BY0867                          STATION DESCRIPTION
 BY0867
 BY0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0867'12.10 MI SE FROM BURKE.
 BY0867'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0867'ORLEANS RAILROAD STATION AT BURKE, THENCE 7.55 MILES SOUTHEAST ALONG
 BY0867'FARM ROAD 58, AT GRIMES STORE, 170.0 FEET NORTH OF THE CENTER LINE OF
 BY0867'A GRADED DIRT ROAD, 86.0 FEET NORTH OF THE NORTH CORNER OF GRIMES
 BY0867'STORE, 55.0 FEET WEST OF THE CENTER LINE OF FARM ROAD 58, 2.7 FEET
 BY0867'SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE, AND SET IN THE
 BY0867'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0819 ***********************************************************************
 BZ0819  DESIGNATION -  Q 49
 BZ0819  PID         -  BZ0819
 BZ0819  STATE/COUNTY-  TX/BELL
 BZ0819  USGS QUAD   -  BELTON (1993)
 BZ0819
 BZ0819                         *CURRENT SURVEY CONTROL
 BZ0819  ___________________________________________________________________
 BZ0819* NAD 83(1986)-  31 04 08.     (N)    097 25 51.     (W)     SCALED    
 BZ0819* NAVD 88     -       153.146  (meters)     502.45   (feet)  ADJUSTED  
 BZ0819  ___________________________________________________________________
 BZ0819  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BZ0819  DYNAMIC HT  -         152.943 (meters)     501.78  (feet)  COMP
 BZ0819  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 BZ0819
 BZ0819  VERT ORDER  -  FIRST     CLASS II
 BZ0819
 BZ0819.The horizontal coordinates were scaled from a topographic map and have
 BZ0819.an estimated accuracy of +/- 6 seconds.
 BZ0819
 BZ0819.The orthometric height was determined by differential leveling
 BZ0819.and adjusted by the National Geodetic Survey in June 1991..
 BZ0819
 BZ0819.The geoid height was determined by GEOID03.
 BZ0819
 BZ0819.The dynamic height is computed by dividing the NAVD 88
 BZ0819.geopotential number by the normal gravity value computed on the
 BZ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0819.degrees latitude (g = 980.6199 gals.).
 BZ0819
 BZ0819.The modeled gravity was interpolated from observed gravity values.
 BZ0819
 BZ0819;                    North         East    Units  Estimated Accuracy
 BZ0819;SPC TX C     - 3,159,060.      976,940.      MT  (+/- 180 meters Scaled)
 BZ0819
 BZ0819                          SUPERSEDED SURVEY CONTROL
 BZ0819
 BZ0819  NGVD 29 (??/??/92)  153.085  (m)          502.25   (f) ADJ UNCH    1 2
 BZ0819
 BZ0819.Superseded values are not recommended for survey control.
 BZ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0819.See file dsdata.txt to determine how the superseded data were derived.
 BZ0819
 BZ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV497382(NAD 83)
 BZ0819_MARKER: DB = BENCH MARK DISK
 BZ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0819_STAMPING: Q 49 1953
 BZ0819_MARK LOGO: CGS   
 BZ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0819+STABILITY: SURFACE MOTION
 BZ0819
 BZ0819  HISTORY     - Date     Condition        Report By
 BZ0819  HISTORY     - 1953     MONUMENTED       CGS
 BZ0819  HISTORY     - 1983     GOOD             NGS
 BZ0819  HISTORY     - 19910126 GOOD             USPSQD
 BZ0819  HISTORY     - 20011110 GOOD             USPSQD
 BZ0819  HISTORY     - 20031011 GOOD             USPSQD
 BZ0819
 BZ0819                          STATION DESCRIPTION
 BZ0819
 BZ0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0819'2.2 MI NE FROM BELTON.
 BZ0819'2.2 MILES NORTHEAST ALONG THE GULF-COLORADO AND SANTA FE RAILWAY FROM
 BZ0819'THE STATION AT BELTON, BELL COUNTY, 2-1/4 RAILS SOUTHWEST OF THE SIXTH
 BZ0819'POLE SOUTHWEST OF MILEPOST 224, AT A PRIVATE-ROAD CROSSING, 54 FEET
 BZ0819'SOUTHEAST OF THE SOUTHEAST RAIL, 18 FEET NORTHEAST OF THE CENTERLINE
 BZ0819'OF THE PRIVATE DRIVEWAY LEADING TO A FARMHOUSE, 13 FEET NORTHWEST OF A
 BZ0819'36-INCH OAK TREE, 4 FEET SOUTHEAST OF A FENCE, 3 FEET NORTHWEST OF A
 BZ0819'WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE
 BZ0819'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 BZ0819'GROUND.
 BZ0819
 BZ0819                          STATION RECOVERY (1983)
 BZ0819
 BZ0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0819'RECOVERED THIS DATE.  ADD, 1.6 METERS (5.2 FT) SOUTH OF A FENCE.
 BZ0819
 BZ0819                          STATION RECOVERY (1991)
 BZ0819
 BZ0819'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0819'RECOVERED IN GOOD CONDITION.
 BZ0819
 BZ0819                          STATION RECOVERY (2001)
 BZ0819
 BZ0819'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ0819'RECOVERED IN GOOD CONDITION.
 BZ0819
 BZ0819                          STATION RECOVERY (2003)
 BZ0819
 BZ0819'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0648 ***********************************************************************
 BY0648  DESIGNATION -  Q 490 RESET 1955
 BY0648  PID         -  BY0648
 BY0648  STATE/COUNTY-  TX/ANGELINA
 BY0648  USGS QUAD   -  WOLF HILL (1980)
 BY0648
 BY0648                         *CURRENT SURVEY CONTROL
 BY0648  ___________________________________________________________________
 BY0648* NAD 83(1986)-  31 05 20.     (N)    094 30 10.     (W)     SCALED    
 BY0648* NAVD 88     -        68.47   (+/-2cm)     224.6    (feet)  VERTCON   
 BY0648  ___________________________________________________________________
 BY0648  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY0648
 BY0648  VERT ORDER  -  THIRD (See Below)
 BY0648
 BY0648.The horizontal coordinates were scaled from a topographic map and have
 BY0648.an estimated accuracy of +/- 6 seconds.
 BY0648
 BY0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0648.The vertical order pertains to the NGVD 29 superseded value.
 BY0648
 BY0648.The geoid height was determined by GEOID03.
 BY0648
 BY0648;                    North         East    Units  Estimated Accuracy
 BY0648;SPC TX C     - 3,172,240.    1,256,010.      MT  (+/- 180 meters Scaled)
 BY0648
 BY0648                          SUPERSEDED SURVEY CONTROL
 BY0648
 BY0648  NGVD 29 (??/??/??)   68.49   (m)          224.7    (f) RESET       3  
 BY0648
 BY0648.Superseded values are not recommended for survey control.
 BY0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0648.See file dsdata.txt to determine how the superseded data were derived.
 BY0648
 BY0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ566404(NAD 83)
 BY0648_MARKER: DB = BENCH MARK DISK
 BY0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0648_SP_SET: MONUMENT
 BY0648_STAMPING: Q 490 RESET 1955
 BY0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0648
 BY0648  HISTORY     - Date     Condition        Report By
 BY0648  HISTORY     - 1955     MONUMENTED       CGS
 BY0648
 BY0648                          STATION DESCRIPTION
 BY0648
 BY0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BY0648'8.0 MI SW FROM ZAVALLA.
 BY0648'ABOUT 8.0 MILES SOUTH WEST OF ZAVALLA, ANGELINA COUNTY, ALONG F.M.
 BY0648'ROAD NO.1270, IN THE NORTH POINT OF AND OFF-SET INTERSECTION, 30 FEET
 BY0648'NORTH WEST OF THE NORTH WEST RIGHT-OF-WAY FENCE, 25 FEET NORTH WEST OF
 BY0648'A BRACED CORNER POST AND ABOUT 40 YARDS NORTH OF A CATTLE-GUARD AND
 BY0648'ROAD LEADING NORTH WEST.  A STANDARD DISK STAMPED Q 490 RESET 1955 SET
 BY0648'IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES. NOTE-- TO REACH
 BY0648'FROM ZAVALLA.  GO SOUTH ON HIGHWAY NO.69, 2.0 MILES. THEN TURN RIGHT
 BY0648'AND GO SOUTH AND SOUTH WEST ON F.M. ROAD NO.1270 1.8 MILES. THEN
 BY0648'CONTINUE SOUTHWEST ON THE HIGHWAY FROM THE CROSS ROADS, 4.2 MILES TO
 BY0648'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0324 ***********************************************************************
 BY0324  DESIGNATION -  Q 493
 BY0324  PID         -  BY0324
 BY0324  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0324  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0324
 BY0324                         *CURRENT SURVEY CONTROL
 BY0324  ___________________________________________________________________
 BY0324* NAD 83(1986)-  31 29 44.     (N)    094 17 40.     (W)     SCALED    
 BY0324* NAVD 88     -        84.74   (+/-2cm)     278.0    (feet)  VERTCON   
 BY0324  ___________________________________________________________________
 BY0324  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY0324
 BY0324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0324
 BY0324.The horizontal coordinates were scaled from a topographic map and have
 BY0324.an estimated accuracy of +/- 6 seconds.
 BY0324
 BY0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0324.The vertical order pertains to the NGVD 29 superseded value.
 BY0324
 BY0324.The geoid height was determined by GEOID03.
 BY0324
 BY0324;                    North         East    Units  Estimated Accuracy
 BY0324;SPC TX C     - 3,218,310.    1,273,410.      MT  (+/- 180 meters Scaled)
 BY0324
 BY0324                          SUPERSEDED SURVEY CONTROL
 BY0324
 BY0324  NGVD 29 (??/??/92)   84.77   (m)          278.1    (f) COMPUTED    2 0
 BY0324
 BY0324.Superseded values are not recommended for survey control.
 BY0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0324.See file dsdata.txt to determine how the superseded data were derived.
 BY0324
 BY0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ770852(NAD 83)
 BY0324_MARKER: DB = BENCH MARK DISK
 BY0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0324_STAMPING: Q 493 1949
 BY0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0324+STABILITY: SURFACE MOTION
 BY0324
 BY0324  HISTORY     - Date     Condition        Report By
 BY0324  HISTORY     - 1949     MONUMENTED       CGS
 BY0324  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0324
 BY0324                          STATION DESCRIPTION
 BY0324
 BY0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0324'4.1 MI SE FROM CHIRENO.
 BY0324'3.5 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0324'BUSINESS ROUTE 21 AND STATE HIGHWAY 21 AT CHIRENO, THENCE 0.6 MILE
 BY0324'SOUTH ALONG A GRADED DIRT ROAD, AT A FARM HOME BELONGING TO H.O.
 BY0324'BUTTLER AND OCCUPIED BY D.C. WADS, 72.0 FEET SOUTHEAST OF THE
 BY0324'SOUTHEAST CORNER OF THE HOUSE, 23.0 FEET WEST OF THE CENTER LINE OF
 BY0324'THE ROAD, 39.0 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE,
 BY0324'2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0324'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BY0324
 BY0324                          STATION RECOVERY (1998)
 BY0324
 BY0324'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0325 ***********************************************************************
 BY0325  DESIGNATION -  Q 493 RESET 1952
 BY0325  PID         -  BY0325
 BY0325  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0325  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0325
 BY0325                         *CURRENT SURVEY CONTROL
 BY0325  ___________________________________________________________________
 BY0325* NAD 83(1986)-  31 29 44.     (N)    094 17 39.     (W)     SCALED    
 BY0325* NAVD 88     -        84.41   (+/-2cm)     276.9    (feet)  VERTCON   
 BY0325  ___________________________________________________________________
 BY0325  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY0325
 BY0325  VERT ORDER  -  THIRD (See Below)
 BY0325
 BY0325.The horizontal coordinates were scaled from a topographic map and have
 BY0325.an estimated accuracy of +/- 6 seconds.
 BY0325
 BY0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0325.The vertical order pertains to the NGVD 29 superseded value.
 BY0325
 BY0325.The geoid height was determined by GEOID03.
 BY0325
 BY0325;                    North         East    Units  Estimated Accuracy
 BY0325;SPC TX C     - 3,218,310.    1,273,430.      MT  (+/- 180 meters Scaled)
 BY0325
 BY0325                          SUPERSEDED SURVEY CONTROL
 BY0325
 BY0325  NGVD 29 (??/??/??)   84.45   (m)          277.1    (f) RESET       3  
 BY0325
 BY0325.Superseded values are not recommended for survey control.
 BY0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0325.See file dsdata.txt to determine how the superseded data were derived.
 BY0325
 BY0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ770852(NAD 83)
 BY0325_MARKER: DB = BENCH MARK DISK
 BY0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0325_STAMPING: Q 493 RESET 1952
 BY0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0325+STABILITY: SURFACE MOTION
 BY0325
 BY0325  HISTORY     - Date     Condition        Report By
 BY0325  HISTORY     - 1952     MONUMENTED       TXHD
 BY0325  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0325
 BY0325                          STATION DESCRIPTION
 BY0325
 BY0325'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 BY0325'3.5 MI E FROM CHIRENO.
 BY0325'IN SAN AUGUSTINE COUNTY, 3.5 MILES EAST ALONG STATE HIGHWAY 21 FROM
 BY0325'THE JUNCTION OF BUSINESS ROUTE 21 AT CHIRENO, NACOGDOCHES COUNTY,
 BY0325'THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD.  AT A FARMHOUSE
 BY0325'(UNOCCUPIED IN 1952) OWNED BY B.F. MOORE, 60 FEET SOUTHEAST OF THE
 BY0325'SOUTHEAST CORNER OF THE HOUSE, 38 FEET WEST OF THE CENTERLINE OF NEW
 BY0325'FM ROAD 1196 AT SURVEY STATION 33+49 ON A 1-DEGREE CURVE TO THE LEFT,
 BY0325'39 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF THE WEST RIGHT-OF-WAY
 BY0325'LINE OF FM 1196, AND 2.4 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 BY0325
 BY0325                          STATION RECOVERY (1998)
 BY0325
 BY0325'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0326 ***********************************************************************
 BY0326  DESIGNATION -  Q 494
 BY0326  PID         -  BY0326
 BY0326  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0326  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0326
 BY0326                         *CURRENT SURVEY CONTROL
 BY0326  ___________________________________________________________________
 BY0326* NAD 83(1986)-  31 28 11.     (N)    094 17 44.     (W)     SCALED    
 BY0326* NAVD 88     -        74.15   (+/-2cm)     243.3    (feet)  VERTCON   
 BY0326  ___________________________________________________________________
 BY0326  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY0326
 BY0326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0326
 BY0326.The horizontal coordinates were scaled from a topographic map and have
 BY0326.an estimated accuracy of +/- 6 seconds.
 BY0326
 BY0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0326.The vertical order pertains to the NGVD 29 superseded value.
 BY0326
 BY0326.The geoid height was determined by GEOID03.
 BY0326
 BY0326;                    North         East    Units  Estimated Accuracy
 BY0326;SPC TX C     - 3,215,450.    1,273,460.      MT  (+/- 180 meters Scaled)
 BY0326
 BY0326                          SUPERSEDED SURVEY CONTROL
 BY0326
 BY0326  NGVD 29 (??/??/92)   74.182  (m)          243.38   (f) ADJ UNCH    2 0
 BY0326
 BY0326.Superseded values are not recommended for survey control.
 BY0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0326.See file dsdata.txt to determine how the superseded data were derived.
 BY0326
 BY0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ769823(NAD 83)
 BY0326_MARKER: DB = BENCH MARK DISK
 BY0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0326_STAMPING: Q 494 1949
 BY0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0326+STABILITY: SURFACE MOTION
 BY0326
 BY0326  HISTORY     - Date     Condition        Report By
 BY0326  HISTORY     - 1949     MONUMENTED       CGS
 BY0326  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0326
 BY0326                          STATION DESCRIPTION
 BY0326
 BY0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0326'6.1 MI SE FROM CHIRENO.
 BY0326'3.5 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0326'BUSINESS ROUTE 21 AND STATE HIGHWAY 21 AT CHIRENO, THENCE 2.6 MILES
 BY0326'SOUTH ALONG A GRADED DIRT ROAD, 60.0 FEET WEST OF THE WEST CORNER OF A
 BY0326'WOODEN BRIDGE OVER A SMALL CREEK, 51.0 FEET NORTHWEST OF THE CENTER
 BY0326'LINE OF THE ROAD, 22.0 FEET NORTH OF THE CENTER LINE OF A WOODS ROAD,
 BY0326'7.0 FEET SOUTH OF A FENCE, 1.6 FEET SOUTH OF A REFERENCE POST, AND SET
 BY0326'IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 BY0326
 BY0326                          STATION RECOVERY (1998)
 BY0326
 BY0326'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0676 ***********************************************************************
 AY0676  DESIGNATION -  Q 495
 AY0676  PID         -  AY0676
 AY0676  STATE/COUNTY-  TX/BEXAR
 AY0676  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0676
 AY0676                         *CURRENT SURVEY CONTROL
 AY0676  ___________________________________________________________________
 AY0676* NAD 83(1986)-  29 25 52.     (N)    098 37 26.     (W)     SCALED    
 AY0676* NAVD 88     -       224.816  (meters)     737.58   (feet)  ADJUSTED  
 AY0676  ___________________________________________________________________
 AY0676  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AY0676  DYNAMIC HT  -         224.489 (meters)     736.51  (feet)  COMP
 AY0676  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AY0676
 AY0676  VERT ORDER  -  FIRST     CLASS II
 AY0676
 AY0676.The horizontal coordinates were scaled from a topographic map and have
 AY0676.an estimated accuracy of +/- 6 seconds.
 AY0676
 AY0676.The orthometric height was determined by differential leveling
 AY0676.and adjusted by the National Geodetic Survey in June 1991..
 AY0676
 AY0676.The geoid height was determined by GEOID03.
 AY0676
 AY0676.The dynamic height is computed by dividing the NAVD 88
 AY0676.geopotential number by the normal gravity value computed on the
 AY0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0676.degrees latitude (g = 980.6199 gals.).
 AY0676
 AY0676.The modeled gravity was interpolated from observed gravity values.
 AY0676
 AY0676;                    North         East    Units  Estimated Accuracy
 AY0676;SPC TXSC     - 4,177,140.      636,490.      MT  (+/- 180 meters Scaled)
 AY0676
 AY0676                          SUPERSEDED SURVEY CONTROL
 AY0676
 AY0676  NGVD 29 (??/??/92)  224.702  (m)          737.21   (f) ADJ UNCH    1 2
 AY0676
 AY0676.Superseded values are not recommended for survey control.
 AY0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0676.See file dsdata.txt to determine how the superseded data were derived.
 AY0676
 AY0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT364558(NAD 83)
 AY0676_MARKER: DB = BENCH MARK DISK
 AY0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0676_STAMPING: Q 495 1952
 AY0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0676+STABILITY: SURFACE MOTION
 AY0676
 AY0676  HISTORY     - Date     Condition        Report By
 AY0676  HISTORY     - 1952     MONUMENTED       CGS
 AY0676  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0676  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0676
 AY0676                          STATION DESCRIPTION
 AY0676
 AY0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0676'IN SAN ANTONIO.
 AY0676'AT SAN ANTONIO, 1.7 MILES NORTH ALONG PINN ROAD FROM ITS JUNCTION WITH
 AY0676'U.S. HIGHWAY 90, 28 FEET WEST OF THE CENTER LINE OF THE ROAD, 10 FEET
 AY0676'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 2.4 FEET WEST OF A FENCE,
 AY0676'MIDWAY BETWEEN 2 LARGE CONCRETE GATE POSTS, SET IN THE TOP OF A
 AY0676'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0676
 AY0676                          STATION RECOVERY (1967)
 AY0676
 AY0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0676'MARK NOT FOUND.
 AY0676
 AY0676                          STATION RECOVERY (1999)
 AY0676
 AY0676'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0988 ***********************************************************************
 AY0988  DESIGNATION -  Q 496
 AY0988  PID         -  AY0988
 AY0988  STATE/COUNTY-  TX/BEXAR
 AY0988  USGS QUAD   -  CASTLE HILLS (1992)
 AY0988
 AY0988                         *CURRENT SURVEY CONTROL
 AY0988  ___________________________________________________________________
 AY0988* NAD 83(1986)-  29 31 50.     (N)    098 35 34.     (W)     SCALED    
 AY0988* NAVD 88     -       274.473  (meters)     900.50   (feet)  POSTED    
 AY0988  ___________________________________________________________________
 AY0988  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AY0988  DYNAMIC HT  -         274.070 (meters)     899.18  (feet)  COMP
 AY0988  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 AY0988
 AY0988  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0988
 AY0988.The horizontal coordinates were scaled from a topographic map and have
 AY0988.an estimated accuracy of +/- 6 seconds.
 AY0988
 AY0988.The orthometric height was determined by differential leveling
 AY0988.and adjusted by the National Geodetic Survey in 1992..
 AY0988.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0988.rate of 0.0 thru 1.0 mm/km.
 AY0988
 AY0988.The geoid height was determined by GEOID03.
 AY0988
 AY0988.The dynamic height is computed by dividing the NAVD 88
 AY0988.geopotential number by the normal gravity value computed on the
 AY0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0988.degrees latitude (g = 980.6199 gals.).
 AY0988
 AY0988.The modeled gravity was interpolated from observed gravity values.
 AY0988
 AY0988;                    North         East    Units  Estimated Accuracy
 AY0988;SPC TXSC     - 4,188,170.      639,470.      MT  (+/- 180 meters Scaled)
 AY0988
 AY0988                          SUPERSEDED SURVEY CONTROL
 AY0988
 AY0988  NGVD 29 (??/??/92)  274.352  (m)          900.10   (f) ADJ UNCH    1 2
 AY0988
 AY0988.Superseded values are not recommended for survey control.
 AY0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0988.See file dsdata.txt to determine how the superseded data were derived.
 AY0988
 AY0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT394668(NAD 83)
 AY0988_MARKER: DB = BENCH MARK DISK
 AY0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0988_STAMPING: Q 496 1952
 AY0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0988+STABILITY: SURFACE MOTION
 AY0988
 AY0988  HISTORY     - Date     Condition        Report By
 AY0988  HISTORY     - 1952     MONUMENTED       CGS
 AY0988  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0988  HISTORY     - 1990     GOOD             USPSQD
 AY0988  HISTORY     - 19991201 MARK NOT FOUND   USPSQD
 AY0988
 AY0988                          STATION DESCRIPTION
 AY0988
 AY0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0988'IN SAN ANTONIO.
 AY0988'AT SAN ANTONIO, 0.6 MILE NORTHEAST ALONG HUEBNER ROAD FROM ITS
 AY0988'JUNCTION WITH BABCOCK ROAD, ON THE NORTHEAST SIDE OF THE SOUTHWEST
 AY0988'DRIVEWAY TO THE MARY CAMP HOME, 35 FEET SOUTHEAST OF THE CENTER LINE
 AY0988'OF HUEBNER ROAD, 8 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY, 3
 AY0988'FEET NORTH OF A TALL ROCK GATE POST, 4 FEET SOUTHEAST OF A SHORT ROCK
 AY0988'CORNER POST, 1.8 FEET SOUTHWEST OF A STONE FENCE, SET IN THE TOP OF A
 AY0988'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0988
 AY0988                          STATION RECOVERY (1986)
 AY0988
 AY0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0988'MARK NOT FOUND.
 AY0988
 AY0988                          STATION RECOVERY (1990)
 AY0988
 AY0988'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0988'RECOVERED IN GOOD CONDITION.
 AY0988
 AY0988                          STATION RECOVERY (1999)
 AY0988
 AY0988'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0083 ***********************************************************************
 AY0083  DESIGNATION -  Q 497
 AY0083  PID         -  AY0083
 AY0083  STATE/COUNTY-  TX/BEXAR
 AY0083  USGS QUAD   -  LONGHORN (1992)
 AY0083
 AY0083                         *CURRENT SURVEY CONTROL
 AY0083  ___________________________________________________________________
 AY0083* NAD 83(1986)-  29 32 20.     (N)    098 27 19.     (W)     SCALED    
 AY0083* NAVD 88     -       229.107  (meters)     751.66   (feet)  POSTED    
 AY0083  ___________________________________________________________________
 AY0083  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY0083  DYNAMIC HT  -         228.770 (meters)     750.56  (feet)  COMP
 AY0083  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 AY0083
 AY0083  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0083
 AY0083.The horizontal coordinates were scaled from a topographic map and have
 AY0083.an estimated accuracy of +/- 6 seconds.
 AY0083
 AY0083.The orthometric height was determined by differential leveling
 AY0083.and adjusted by the National Geodetic Survey in 1992..
 AY0083.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0083.rate of 0.0 thru 1.0 mm/km.
 AY0083
 AY0083.The geoid height was determined by GEOID03.
 AY0083
 AY0083.The dynamic height is computed by dividing the NAVD 88
 AY0083.geopotential number by the normal gravity value computed on the
 AY0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0083.degrees latitude (g = 980.6199 gals.).
 AY0083
 AY0083.The modeled gravity was interpolated from observed gravity values.
 AY0083
 AY0083;                    North         East    Units  Estimated Accuracy
 AY0083;SPC TXSC     - 4,189,140.      652,790.      MT  (+/- 180 meters Scaled)
 AY0083
 AY0083                          SUPERSEDED SURVEY CONTROL
 AY0083
 AY0083  NGVD 29 (??/??/92)  228.974  (m)          751.23   (f) ADJ UNCH    1 2
 AY0083
 AY0083.Superseded values are not recommended for survey control.
 AY0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0083.See file dsdata.txt to determine how the superseded data were derived.
 AY0083
 AY0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT527678(NAD 83)
 AY0083_MARKER: DB = BENCH MARK DISK
 AY0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0083_SP_SET: CULVERT
 AY0083_STAMPING: Q 497 1953
 AY0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0083
 AY0083  HISTORY     - Date     Condition        Report By
 AY0083  HISTORY     - 1953     MONUMENTED       CGS
 AY0083  HISTORY     - 1969     MARK NOT FOUND   NGS
 AY0083  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0083  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0083  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0083
 AY0083                          STATION DESCRIPTION
 AY0083
 AY0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0083'1.25 MI NW FROM SAN ANTONIO.
 AY0083'1.25 MILES NORTHWEST ALONG BITTERS ROAD FROM ITS JUNCTION WITH
 AY0083'NACOGDOCHES ROAD AT SAN ANTONIO, 103 YARDS SOUTHEAST OF THE CENTER OF
 AY0083'THE NORTHEAST GATE OF THE SAN ANTONIO MUNICIPAL AIRPORT, 16 FEET
 AY0083'SOUTHWEST OF THE CENTER LINE OF BITTERS ROAD, SET IN THE TOP OF THE
 AY0083'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A TRIPLE 18 INCH
 AY0083'PIPE CULVERT.
 AY0083
 AY0083                          STATION RECOVERY (1969)
 AY0083
 AY0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 AY0083'MARK NOT FOUND.
 AY0083
 AY0083                          STATION RECOVERY (1980)
 AY0083
 AY0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0083'SEARCHED FOR, NOT RECOVERED.
 AY0083
 AY0083                          STATION RECOVERY (1989)
 AY0083
 AY0083'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0083'MARK NOT FOUND.
 AY0083
 AY0083                          STATION RECOVERY (1999)
 AY0083
 AY0083'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0414 ***********************************************************************
 BM0414  DESIGNATION -  Q 5
 BM0414  PID         -  BM0414
 BM0414  STATE/COUNTY-  TX/BASTROP
 BM0414  USGS QUAD   -  LAKE BASTROP (1982)
 BM0414
 BM0414                         *CURRENT SURVEY CONTROL
 BM0414  ___________________________________________________________________
 BM0414* NAD 83(1986)-  30 12 38.     (N)    097 19 38.     (W)     SCALED    
 BM0414* NAVD 88     -       130.92   (+/-2cm)     429.5    (feet)  VERTCON   
 BM0414  ___________________________________________________________________
 BM0414  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BM0414
 BM0414  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0414
 BM0414.The horizontal coordinates were scaled from a topographic map and have
 BM0414.an estimated accuracy of +/- 6 seconds.
 BM0414
 BM0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0414.The vertical order pertains to the NGVD 29 superseded value.
 BM0414
 BM0414.The geoid height was determined by GEOID03.
 BM0414
 BM0414;                    North         East    Units  Estimated Accuracy
 BM0414;SPC TX C     - 3,064,210.      989,390.      MT  (+/- 180 meters Scaled)
 BM0414
 BM0414                          SUPERSEDED SURVEY CONTROL
 BM0414
 BM0414  NGVD 29 (??/??/92)  130.855  (m)          429.31   (f) ADJ UNCH    1 2
 BM0414
 BM0414.Superseded values are not recommended for survey control.
 BM0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0414.See file dsdata.txt to determine how the superseded data were derived.
 BM0414
 BM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU610433(NAD 83)
 BM0414_MARKER: B = BOLT
 BM0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0414_SP_SET: CULVERT
 BM0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0414
 BM0414  HISTORY     - Date     Condition        Report By
 BM0414  HISTORY     - UNK      MONUMENTED       CGS
 BM0414  HISTORY     - 1953     GOOD             NGS
 BM0414
 BM0414                          STATION DESCRIPTION
 BM0414
 BM0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0414'8.95 MI NW FROM BASTROP.
 BM0414'8.95 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 BM0414'FROM THE STATION AT BASTROP, 48 FEET NORTHWEST OF THE 2ND POLE SOUTH
 BM0414'OF MILEPOST 945, 11.2 FEET EAST OF THE EAST RAIL, 4 FEET BELOW THE TOP
 BM0414'OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST
 BM0414'HEADWALL OF AN 8X8 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0928 ***********************************************************************
 BZ0928  DESIGNATION -  Q 50
 BZ0928  PID         -  BZ0928
 BZ0928  STATE/COUNTY-  TX/BELL
 BZ0928  USGS QUAD   -  KILLEEN (1995)
 BZ0928
 BZ0928                         *CURRENT SURVEY CONTROL
 BZ0928  ___________________________________________________________________
 BZ0928* NAD 83(1986)-  31 06 09.     (N)    097 40 32.     (W)     SCALED    
 BZ0928* NAVD 88     -       230.830  (meters)     757.31   (feet)  ADJUSTED  
 BZ0928  ___________________________________________________________________
 BZ0928  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BZ0928  DYNAMIC HT  -         230.520 (meters)     756.30  (feet)  COMP
 BZ0928  MODELED GRAV-     979,296.4   (mgal)                       NAVD 88
 BZ0928
 BZ0928  VERT ORDER  -  FIRST     CLASS II
 BZ0928
 BZ0928.The horizontal coordinates were scaled from a topographic map and have
 BZ0928.an estimated accuracy of +/- 6 seconds.
 BZ0928
 BZ0928.The orthometric height was determined by differential leveling
 BZ0928.and adjusted by the National Geodetic Survey in June 1991..
 BZ0928.WARNING-Repeat measurements at this control monument indicate possible
 BZ0928.vertical movement.
 BZ0928
 BZ0928.The geoid height was determined by GEOID03.
 BZ0928
 BZ0928.The dynamic height is computed by dividing the NAVD 88
 BZ0928.geopotential number by the normal gravity value computed on the
 BZ0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0928.degrees latitude (g = 980.6199 gals.).
 BZ0928
 BZ0928.The modeled gravity was interpolated from observed gravity values.
 BZ0928
 BZ0928;                    North         East    Units  Estimated Accuracy
 BZ0928;SPC TX C     - 3,162,200.      953,500.      MT  (+/- 180 meters Scaled)
 BZ0928
 BZ0928                          SUPERSEDED SURVEY CONTROL
 BZ0928
 BZ0928  NGVD 29 (??/??/92)  230.703  (m)          756.90   (f) ADJ UNCH    1 2
 BZ0928
 BZ0928.Superseded values are not recommended for survey control.
 BZ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0928.See file dsdata.txt to determine how the superseded data were derived.
 BZ0928
 BZ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV263417(NAD 83)
 BZ0928_MARKER: DB = BENCH MARK DISK
 BZ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0928_STAMPING: Q 50 1953
 BZ0928_MARK LOGO: CGS   
 BZ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0928+STABILITY: SURFACE MOTION
 BZ0928
 BZ0928  HISTORY     - Date     Condition        Report By
 BZ0928  HISTORY     - 1953     MONUMENTED       CGS
 BZ0928  HISTORY     - 1957     GOOD             DOD
 BZ0928  HISTORY     - 1976     MARK NOT FOUND
 BZ0928  HISTORY     - 1983     GOOD             NGS
 BZ0928  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0928  HISTORY     - 20010317 GOOD             USPSQD
 BZ0928
 BZ0928                          STATION DESCRIPTION
 BZ0928
 BZ0928'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0928'3.1 MI E FROM KILLEEN.
 BZ0928'3.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0928'STATION AT KILLEEN, BELL COUNTY, 0.4 MILE WEST OF A ROAD CROSSING, 0.2
 BZ0928'MILE WEST OF MILEPOST 240, 78 FEET NORTHWEST OF A SIGNAL-TRANSFORMER
 BZ0928'CASE, 42 FEET NORTH OF THE NORTH RAIL, 3 FEET SOUTH OF A FENCE, 3 FEET
 BZ0928'WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 BZ0928'POST PROJECTING 0.7 FOOT ABOVE GROUND.
 BZ0928
 BZ0928                          STATION RECOVERY (1976)
 BZ0928
 BZ0928'RECOVERED 1976
 BZ0928'MARK NOT FOUND.
 BZ0928
 BZ0928                          STATION RECOVERY (1983)
 BZ0928
 BZ0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0928'RECOVERED IN GOOD CONDITION.
 BZ0928
 BZ0928                          STATION RECOVERY (1995)
 BZ0928
 BZ0928'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0928'MARK NOT FOUND.
 BZ0928
 BZ0928                          STATION RECOVERY (2001)
 BZ0928
 BZ0928'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0960 ***********************************************************************
 BY0960  DESIGNATION -  Q 500
 BY0960  PID         -  BY0960
 BY0960  STATE/COUNTY-  TX/POLK
 BY0960  USGS QUAD   -  PLUCK (1980)
 BY0960
 BY0960                         *CURRENT SURVEY CONTROL
 BY0960  ___________________________________________________________________
 BY0960* NAD 83(1986)-  31 05 11.     (N)    094 43 15.     (W)     SCALED    
 BY0960* NAVD 88     -        63.27   (+/-2cm)     207.6    (feet)  VERTCON   
 BY0960  ___________________________________________________________________
 BY0960  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BY0960
 BY0960  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0960
 BY0960.The horizontal coordinates were scaled from a topographic map and have
 BY0960.an estimated accuracy of +/- 6 seconds.
 BY0960
 BY0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0960.The vertical order pertains to the NGVD 29 superseded value.
 BY0960
 BY0960.The geoid height was determined by GEOID03.
 BY0960
 BY0960;                    North         East    Units  Estimated Accuracy
 BY0960;SPC TX C     - 3,170,890.    1,235,240.      MT  (+/- 180 meters Scaled)
 BY0960
 BY0960                          SUPERSEDED SURVEY CONTROL
 BY0960
 BY0960  NGVD 29 (??/??/92)   63.296  (m)          207.66   (f) ADJ UNCH    2 0
 BY0960
 BY0960.Superseded values are not recommended for survey control.
 BY0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0960.See file dsdata.txt to determine how the superseded data were derived.
 BY0960
 BY0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ358404(NAD 83)
 BY0960_MARKER: DB = BENCH MARK DISK
 BY0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0960_STAMPING: Q 500 1949
 BY0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0960+STABILITY: SURFACE MOTION
 BY0960
 BY0960  HISTORY     - Date     Condition        Report By
 BY0960  HISTORY     - 1949     MONUMENTED       CGS
 BY0960  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0960
 BY0960                          STATION DESCRIPTION
 BY0960
 BY0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0960'6.0 MI NE FROM PLUCK.
 BY0960'5.2 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK,
 BY0960'THENCE 0.8 MILE NORTHEAST ALONG A DIRT ROAD, AT AN OLD ABANDONED
 BY0960'FARMHOUSE SITE, ON THE SOUTH SLOPE OF A HILL, IN LINE WITH A ROW OF
 BY0960'SWEET GUM TREES, 55.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 45.0
 BY0960'FEET NORTHWEST OF THE CENTER LINE OF AN OLD ROAD LEADING NORTHEAST TO
 BY0960'THE OLD FARMHOUSE, 11.0 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 BY0960'NORTH, 1.5 FEET EAST OF A NORTH-SOUTH FENCE, 1.6 FEET SOUTH OF A
 BY0960'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BY0960'ABOVE THE GROUND.
 BY0960
 BY0960                          STATION RECOVERY (1997)
 BY0960
 BY0960'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0721 ***********************************************************************
 BL0721  DESIGNATION -  Q 501
 BL0721  PID         -  BL0721
 BL0721  STATE/COUNTY-  TX/POLK
 BL0721  USGS QUAD   -  HORTENSE (1984)
 BL0721
 BL0721                         *CURRENT SURVEY CONTROL
 BL0721  ___________________________________________________________________
 BL0721* NAD 83(1986)-  30 51 50.     (N)    094 43 36.     (W)     SCALED    
 BL0721* NAVD 88     -       122.77   (+/-2cm)     402.8    (feet)  VERTCON   
 BL0721  ___________________________________________________________________
 BL0721  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0721
 BL0721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0721
 BL0721.The horizontal coordinates were scaled from a topographic map and have
 BL0721.an estimated accuracy of +/- 6 seconds.
 BL0721
 BL0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0721.The vertical order pertains to the NGVD 29 superseded value.
 BL0721
 BL0721.The geoid height was determined by GEOID03.
 BL0721
 BL0721;                    North         East    Units  Estimated Accuracy
 BL0721;SPC TX C     - 3,146,230.    1,235,930.      MT  (+/- 180 meters Scaled)
 BL0721
 BL0721                          SUPERSEDED SURVEY CONTROL
 BL0721
 BL0721  NGVD 29 (??/??/92)  122.770  (m)          402.79   (f) ADJ UNCH    2 0
 BL0721
 BL0721.Superseded values are not recommended for survey control.
 BL0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0721.See file dsdata.txt to determine how the superseded data were derived.
 BL0721
 BL0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ349157(NAD 83)
 BL0721_MARKER: DB = BENCH MARK DISK
 BL0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0721_STAMPING: Q 501 1949
 BL0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0721+STABILITY: SURFACE MOTION
 BL0721
 BL0721  HISTORY     - Date     Condition        Report By
 BL0721  HISTORY     - 1949     MONUMENTED       CGS
 BL0721
 BL0721                          STATION DESCRIPTION
 BL0721
 BL0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0721'5.65 MI SE FROM CAMDEN.
 BL0721'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0721'EXPRESS CO. OFFICE AT CAMDEN, THENCE 1.7 MILES SOUTH ALONG A DIRT
 BL0721'ROAD, THENCE 1.25 MILES SOUTHWEST ALONG A WOODS ROAD, AT A DIRT ROAD
 BL0721'CROSSING, 37.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BL0721'NORTHEAST-SOUTHWEST ROAD, 21.0 FEET NORTHEAST OF THE CENTER LINE OF
 BL0721'THE NORTHWEST-SOUTHEAST ROAD, 10.4 FEET EAST OF A 18-INCH OAK TREE,
 BL0721'8.0 FEET WEST OF AN 8-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 BL0721'SOUTHEAST SIDE OF TREE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN THE
 BL0721'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0567 ***********************************************************************
 BL0567  DESIGNATION -  Q 502
 BL0567  PID         -  BL0567
 BL0567  STATE/COUNTY-  TX/POLK
 BL0567  USGS QUAD   -  SODA (1984)
 BL0567
 BL0567                         *CURRENT SURVEY CONTROL
 BL0567  ___________________________________________________________________
 BL0567* NAD 83(1986)-  30 41 59.     (N)    094 47 32.     (W)     SCALED    
 BL0567* NAVD 88     -        83.54   (+/-2cm)     274.1    (feet)  VERTCON   
 BL0567  ___________________________________________________________________
 BL0567  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0567
 BL0567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0567
 BL0567.The horizontal coordinates were scaled from a topographic map and have
 BL0567.an estimated accuracy of +/- 6 seconds.
 BL0567
 BL0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0567.The vertical order pertains to the NGVD 29 superseded value.
 BL0567
 BL0567.The geoid height was determined by GEOID03.
 BL0567
 BL0567;                    North         East    Units  Estimated Accuracy
 BL0567;SPC TX C     - 3,127,740.    1,230,580.      MT  (+/- 180 meters Scaled)
 BL0567
 BL0567                          SUPERSEDED SURVEY CONTROL
 BL0567
 BL0567  NGVD 29 (??/??/92)   83.544  (m)          274.09   (f) ADJ UNCH    2 0
 BL0567
 BL0567.Superseded values are not recommended for survey control.
 BL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0567.See file dsdata.txt to determine how the superseded data were derived.
 BL0567
 BL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP283976(NAD 83)
 BL0567_MARKER: DB = BENCH MARK DISK
 BL0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0567_STAMPING: Q 502 1949
 BL0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0567+STABILITY: SURFACE MOTION
 BL0567
 BL0567  HISTORY     - Date     Condition        Report By
 BL0567  HISTORY     - 1949     MONUMENTED       CGS
 BL0567  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0567  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0567
 BL0567                          STATION DESCRIPTION
 BL0567
 BL0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0567'8.5 MI E FROM LIVINGSTON.
 BL0567'8.0 MILES EAST ALONG U.S. HIGHWAY NO. 190 FROM THE POST OFFICE AT
 BL0567'LIVINGSTON, THENCE 0.5 MILE EAST ALONG THE OLD HIGHWAY, 0.15 MILE EAST
 BL0567'OF A WOODEN BRIDGE OVER BLUFF CREEK, AT THE SUMMIT OF A HILL, ABOUT
 BL0567'300.0 FEET NORTH OF THE NEW HIGHWAY, 61.8 FEET NORTHEAST OF THE
 BL0567'NORTHEAST CORNER OF THE E. R. EVANS FARMHOUSE, 28.0 FEET SOUTH OF THE
 BL0567'CENTER LINE OF THE ROAD, 16.0 FEET NORTHEAST OF THE CENTER LINE OF A
 BL0567'PRIVATE ROAD, 1.2 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A REFERENCE
 BL0567'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0567'GROUND.  NOTE--  THE OLD HIGHWAY MENTIONED ABOVE WAS OLD STATE HIGHWAY
 BL0567'NO. 45.
 BL0567
 BL0567                          STATION RECOVERY (1990)
 BL0567
 BL0567'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 BL0567'MARK NOT FOUND.
 BL0567
 BL0567                          STATION RECOVERY (1997)
 BL0567
 BL0567'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0065 ***********************************************************************
 BL0065  DESIGNATION -  Q 503
 BL0065  PID         -  BL0065
 BL0065  STATE/COUNTY-  TX/TYLER
 BL0065  USGS QUAD   -  COLMESNEIL (1984)
 BL0065
 BL0065                         *CURRENT SURVEY CONTROL
 BL0065  ___________________________________________________________________
 BL0065* NAD 83(1986)-  30 55 59.     (N)    094 27 14.     (W)     SCALED    
 BL0065* NAVD 88     -        50.76   (+/-2cm)     166.5    (feet)  VERTCON   
 BL0065  ___________________________________________________________________
 BL0065  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BL0065
 BL0065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0065
 BL0065.The horizontal coordinates were scaled from a topographic map and have
 BL0065.an estimated accuracy of +/- 6 seconds.
 BL0065
 BL0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0065.The vertical order pertains to the NGVD 29 superseded value.
 BL0065
 BL0065.The geoid height was determined by GEOID03.
 BL0065
 BL0065;                    North         East    Units  Estimated Accuracy
 BL0065;SPC TX C     - 3,155,230.    1,261,580.      MT  (+/- 180 meters Scaled)
 BL0065
 BL0065                          SUPERSEDED SURVEY CONTROL
 BL0065
 BL0065  NGVD 29 (??/??/92)   50.773  (m)          166.58   (f) ADJ UNCH    2 0
 BL0065
 BL0065.Superseded values are not recommended for survey control.
 BL0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0065.See file dsdata.txt to determine how the superseded data were derived.
 BL0065
 BL0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ610230(NAD 83)
 BL0065_MARKER: DB = BENCH MARK DISK
 BL0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0065_STAMPING: Q 503 1949
 BL0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0065+STABILITY: SURFACE MOTION
 BL0065
 BL0065  HISTORY     - Date     Condition        Report By
 BL0065  HISTORY     - 1949     MONUMENTED       CGS
 BL0065  HISTORY     - 1963     GOOD             NGS
 BL0065
 BL0065                          STATION DESCRIPTION
 BL0065
 BL0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BL0065'2.2 MI WNW FROM COLMESNEIL.
 BL0065'0.6 MILE WEST ALONG FARM ROAD NO. 256 FROM THE JUNCTION OF NO. 256 AND
 BL0065'U. S. HIGHWAY NO. 69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG A DIRT
 BL0065'ROAD, THENCE 2.1 MILES NORTHWEST ALONG A DIRT ROAD, 0.1 MILE WEST OF A
 BL0065'STEEL BRIDGE OVER BILLIAMS CREEK, 75.0 FEET SOUTH OF THE CENTER LINE
 BL0065'OF THE ROAD, 28.0 FEET SOUTHEAST OF THE CENTER LINE OF A WOODS ROAD
 BL0065'LEADING SOUTHWEST INTO THE WOODS, 32.0 FEET WEST OF THE TOP OF THE
 BL0065'WEST BANK OF THE CREEK, 8.2 FEET SOUTHEAST OF A 5-FOOT TREE WITH A
 BL0065'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 1.5 FEET SOUTHWEST
 BL0065'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0065'FOOT ABOVE THE GROUND.  NOTE-- THE REFERENCE POST IS GONE. THE INROUTE
 BL0065'TO THE BENCH MARK FROM FARM ROAD 256 IS NOW FARM-TO-MARKET ROAD 2803.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0136 ***********************************************************************
 BL0136  DESIGNATION -  Q 504
 BL0136  PID         -  BL0136
 BL0136  STATE/COUNTY-  TX/TYLER
 BL0136  USGS QUAD   -  TOWN BLUFF (1984)
 BL0136
 BL0136                         *CURRENT SURVEY CONTROL
 BL0136  ___________________________________________________________________
 BL0136* NAD 83(1986)-  30 50 12.     (N)    094 13 33.     (W)     SCALED    
 BL0136* NAVD 88     -        30.26   (+/-2cm)      99.3    (feet)  VERTCON   
 BL0136  ___________________________________________________________________
 BL0136  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BL0136
 BL0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0136
 BL0136.The horizontal coordinates were scaled from a topographic map and have
 BL0136.an estimated accuracy of +/- 6 seconds.
 BL0136
 BL0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0136.The vertical order pertains to the NGVD 29 superseded value.
 BL0136
 BL0136.The geoid height was determined by GEOID03.
 BL0136
 BL0136;                    North         East    Units  Estimated Accuracy
 BL0136;SPC TX C     - 3,145,730.    1,283,920.      MT  (+/- 180 meters Scaled)
 BL0136
 BL0136                          SUPERSEDED SURVEY CONTROL
 BL0136
 BL0136  NGVD 29 (??/??/92)   30.260  (m)           99.28   (f) ADJ UNCH    2 0
 BL0136
 BL0136.Superseded values are not recommended for survey control.
 BL0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0136.See file dsdata.txt to determine how the superseded data were derived.
 BL0136
 BL0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ827121(NAD 83)
 BL0136_MARKER: DB = BENCH MARK DISK
 BL0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0136_SP_SET: CURB
 BL0136_STAMPING: Q 504 1949
 BL0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0136
 BL0136  HISTORY     - Date     Condition        Report By
 BL0136  HISTORY     - 1949     MONUMENTED       CGS
 BL0136
 BL0136                          STATION DESCRIPTION
 BL0136
 BL0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0136'4.2 MI NW FROM TOWN BLUFF.
 BL0136'4.2 MILES NORTHWEST ALONG FARM ROAD NO. 92 FROM THE JUNCTION OF NO. 92
 BL0136'AND OLD STATE HIGHWAY NO. 45 AT TOWN BLUFF, SET IN THE NORTHEAST END
 BL0136'OF THE NORTHWEST ABUTMENT OF THE STEEL BRIDGE OVER RUSH CREEK, 11.2
 BL0136'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTHWEST OF
 BL0136'THE NORTHEAST END OF THE ABUTMENT, 0.5 FOOT NORTHWEST OF THE NORTHWEST
 BL0136'END OF THE NORTHEAST CURB, LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0590 ***********************************************************************
 BL0590  DESIGNATION -  Q 506
 BL0590  PID         -  BL0590
 BL0590  STATE/COUNTY-  TX/POLK
 BL0590  USGS QUAD   -  DALLARDSVILLE (1984)
 BL0590
 BL0590                         *CURRENT SURVEY CONTROL
 BL0590  ___________________________________________________________________
 BL0590* NAD 83(1986)-  30 44 47.     (N)    094 39 51.     (W)     SCALED    
 BL0590* NAVD 88     -       126.52   (+/-2cm)     415.1    (feet)  VERTCON   
 BL0590  ___________________________________________________________________
 BL0590  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0590
 BL0590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0590
 BL0590.The horizontal coordinates were scaled from a topographic map and have
 BL0590.an estimated accuracy of +/- 6 seconds.
 BL0590
 BL0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0590.The vertical order pertains to the NGVD 29 superseded value.
 BL0590
 BL0590.The geoid height was determined by GEOID03.
 BL0590
 BL0590;                    North         East    Units  Estimated Accuracy
 BL0590;SPC TX C     - 3,133,520.    1,242,560.      MT  (+/- 180 meters Scaled)
 BL0590
 BL0590                          SUPERSEDED SURVEY CONTROL
 BL0590
 BL0590  NGVD 29 (??/??/92)  126.520  (m)          415.09   (f) ADJ UNCH    2 0
 BL0590
 BL0590.Superseded values are not recommended for survey control.
 BL0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0590.See file dsdata.txt to determine how the superseded data were derived.
 BL0590
 BL0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ406026(NAD 83)
 BL0590_MARKER: DB = BENCH MARK DISK
 BL0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0590_STAMPING: Q 506 1949
 BL0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0590+STABILITY: SURFACE MOTION
 BL0590
 BL0590  HISTORY     - Date     Condition        Report By
 BL0590  HISTORY     - 1949     MONUMENTED       CGS
 BL0590
 BL0590                          STATION DESCRIPTION
 BL0590
 BL0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0590'18.1 MI NW FROM WOODVILLE.
 BL0590'15.9 MILES WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0590'WOODVILLE, THENCE 2.2 MILES NORTH ALONG A DIRT ROAD, 1.2 MILES
 BL0590'SOUTHWEST OF BENCH MARK D 506, IN LINE WITH THE SOUTH SIDE OF THE D.
 BL0590'W. YOUNG FARMHOUSE, 18.0 FEET WEST OF THE SOUTHWEST CORNER OF THE
 BL0590'HOUSE, 50.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 73.0 FEET SOUTH
 BL0590'OF A CORNER FENCE POST OF THE FENCE AROUND THE HOUSE, 0.7 FOOT WEST OF
 BL0590'A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BL0590'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0014 ***********************************************************************
 BL0014  DESIGNATION -  Q 507
 BL0014  PID         -  BL0014
 BL0014  STATE/COUNTY-  TX/TYLER
 BL0014  USGS QUAD   -  WOODVILLE (1984)
 BL0014
 BL0014                         *CURRENT SURVEY CONTROL
 BL0014  ___________________________________________________________________
 BL0014* NAD 83(1986)-  30 48 20.     (N)    094 25 39.     (W)     SCALED    
 BL0014* NAVD 88     -        95.99   (+/-2cm)     314.9    (feet)  VERTCON   
 BL0014  ___________________________________________________________________
 BL0014  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BL0014
 BL0014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0014
 BL0014.The horizontal coordinates were scaled from a topographic map and have
 BL0014.an estimated accuracy of +/- 6 seconds.
 BL0014
 BL0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0014.The vertical order pertains to the NGVD 29 superseded value.
 BL0014
 BL0014.The geoid height was determined by GEOID03.
 BL0014
 BL0014;                    North         East    Units  Estimated Accuracy
 BL0014;SPC TX C     - 3,141,250.    1,264,840.      MT  (+/- 180 meters Scaled)
 BL0014
 BL0014                          SUPERSEDED SURVEY CONTROL
 BL0014
 BL0014  NGVD 29 (??/??/92)   95.988  (m)          314.92   (f) ADJ UNCH    2 0
 BL0014
 BL0014.Superseded values are not recommended for survey control.
 BL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0014.See file dsdata.txt to determine how the superseded data were derived.
 BL0014
 BL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ634089(NAD 83)
 BL0014_MARKER: DB = BENCH MARK DISK
 BL0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0014_STAMPING: Q 507 1949
 BL0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0014+STABILITY: SURFACE MOTION
 BL0014
 BL0014  HISTORY     - Date     Condition        Report By
 BL0014  HISTORY     - 1949     MONUMENTED       CGS
 BL0014
 BL0014                          STATION DESCRIPTION
 BL0014
 BL0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0014'1.2 MI SW FROM DOUCETTE.
 BL0014'0.3 MILE WEST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS RAILWAY
 BL0014'STATION AT DOUCETTE, THENCE 0.9 MILE SOUTH ALONG U. S. HIGHWAY NO. 69,
 BL0014'IN LINE WITH A ROW OF POLES, 69.0 FEET EAST OF THE CENTER LINE OF THE
 BL0014'HIGHWAY, 57.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE, 3.0
 BL0014'FEET SOUTH OF A POLE, 1.2 FEET WEST OF A REFERENCE POST, SET IN THE
 BL0014'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0357 ***********************************************************************
 BY0357  DESIGNATION -  Q 508
 BY0357  PID         -  BY0357
 BY0357  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0357  USGS QUAD   -  NORWOOD (1984)
 BY0357
 BY0357                         *CURRENT SURVEY CONTROL
 BY0357  ___________________________________________________________________
 BY0357* NAD 83(1986)-  31 25 21.     (N)    094 14 02.     (W)     SCALED    
 BY0357* NAVD 88     -        96.92   (+/-2cm)     318.0    (feet)  VERTCON   
 BY0357  ___________________________________________________________________
 BY0357  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BY0357
 BY0357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0357
 BY0357.The horizontal coordinates were scaled from a topographic map and have
 BY0357.an estimated accuracy of +/- 6 seconds.
 BY0357
 BY0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0357.The vertical order pertains to the NGVD 29 superseded value.
 BY0357
 BY0357.The geoid height was determined by GEOID03.
 BY0357
 BY0357;                    North         East    Units  Estimated Accuracy
 BY0357;SPC TX C     - 3,210,540.    1,279,600.      MT  (+/- 180 meters Scaled)
 BY0357
 BY0357                          SUPERSEDED SURVEY CONTROL
 BY0357
 BY0357  NGVD 29 (??/??/92)   96.945  (m)          318.06   (f) ADJ UNCH    2 0
 BY0357
 BY0357.Superseded values are not recommended for survey control.
 BY0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0357.See file dsdata.txt to determine how the superseded data were derived.
 BY0357
 BY0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ827770(NAD 83)
 BY0357_MARKER: DB = BENCH MARK DISK
 BY0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0357_STAMPING: Q 508 1949
 BY0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0357+STABILITY: SURFACE MOTION
 BY0357
 BY0357  HISTORY     - Date     Condition        Report By
 BY0357  HISTORY     - 1949     MONUMENTED       CGS
 BY0357
 BY0357                          STATION DESCRIPTION
 BY0357
 BY0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0357'10.5 MI N FROM BROADDUS.
 BY0357'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0357'BROADDUS, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BY0357'0.7 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.6 MILES NORTHWEST
 BY0357'ALONG A DIRT ROAD, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 6
 BY0357'FEET SOUTH OF A 10 INCH TRIANGULAR BLAZED PINE TREE, 1.5 FEET
 BY0357'SOUTHEAST OF A WITNESS POST, 0.15 MILE SOUTH OF A NORTHEAST AND
 BY0357'SOUTHWEST WOODS ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0357'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0481 ***********************************************************************
 BY0481  DESIGNATION -  Q 509
 BY0481  PID         -  BY0481
 BY0481  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0481  USGS QUAD   -  BROADDUS (1984)
 BY0481
 BY0481                         *CURRENT SURVEY CONTROL
 BY0481  ___________________________________________________________________
 BY0481* NAD 83(1986)-  31 18 37.     (N)    094 16 29.     (W)     SCALED    
 BY0481* NAVD 88     -        83.55   (+/-2cm)     274.1    (feet)  VERTCON   
 BY0481  ___________________________________________________________________
 BY0481  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0481
 BY0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0481
 BY0481.The horizontal coordinates were scaled from a topographic map and have
 BY0481.an estimated accuracy of +/- 6 seconds.
 BY0481
 BY0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0481.The vertical order pertains to the NGVD 29 superseded value.
 BY0481
 BY0481.The geoid height was determined by GEOID03.
 BY0481
 BY0481;                    North         East    Units  Estimated Accuracy
 BY0481;SPC TX C     - 3,197,900.    1,276,400.      MT  (+/- 180 meters Scaled)
 BY0481
 BY0481                          SUPERSEDED SURVEY CONTROL
 BY0481
 BY0481  NGVD 29 (??/??/92)   83.576  (m)          274.20   (f) ADJ UNCH    2 0
 BY0481
 BY0481.Superseded values are not recommended for survey control.
 BY0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0481.See file dsdata.txt to determine how the superseded data were derived.
 BY0481
 BY0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ786646(NAD 83)
 BY0481_MARKER: DB = BENCH MARK DISK
 BY0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0481_STAMPING: Q 509 1949
 BY0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0481+STABILITY: SURFACE MOTION
 BY0481
 BY0481  HISTORY     - Date     Condition        Report By
 BY0481  HISTORY     - 1949     MONUMENTED       CGS
 BY0481
 BY0481                          STATION DESCRIPTION
 BY0481
 BY0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0481'0.5 MI W FROM BROADDUS.
 BY0481'0.5 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0481'BROADDUS, AT A VACANT FARM HOUSE, 150.0 FEET EAST OF THE EXTENDED
 BY0481'CENTER LINE OF A T ROAD LEADING SOUTH, 69.0 FEET SOUTHEAST OF THE
 BY0481'SOUTHEAST CORNER OF THE HOUSE, 26.0 FEET NORTH OF THE CENTER LINE OF
 BY0481'THE EAST-WEST ROAD, 12.0 FEET NORTHWEST OF A FENCE CORNER POST, 1.0
 BY0481'FOOT SOUTHWEST OF THE FENCE, 1.4 FEET NORTHWEST OF A REFERENCE POST,
 BY0481'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BY0481'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0165 ***********************************************************************
 AM0165  DESIGNATION -  Q 51
 AM0165  PID         -  AM0165
 AM0165  STATE/COUNTY-  TX/MATAGORDA
 AM0165  USGS QUAD   -  WADSWORTH (1972)
 AM0165
 AM0165                         *CURRENT SURVEY CONTROL
 AM0165  ___________________________________________________________________
 AM0165* NAD 83(1986)-  28 49 56.     (N)    095 56 04.     (W)     SCALED    
 AM0165* NAVD 88     -        10.28   (+/-2cm)      33.7    (feet)  VERTCON   
 AM0165  ___________________________________________________________________
 AM0165  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AM0165
 AM0165  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0165
 AM0165.The horizontal coordinates were scaled from a topographic map and have
 AM0165.an estimated accuracy of +/- 6 seconds.
 AM0165
 AM0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0165.The vertical order pertains to the NGVD 29 superseded value.
 AM0165
 AM0165.The geoid height was determined by GEOID03.
 AM0165
 AM0165;                    North         East    Units  Estimated Accuracy
 AM0165;SPC TXSC     - 4,114,630.      899,120.      MT  (+/- 180 meters Scaled)
 AM0165
 AM0165                          SUPERSEDED SURVEY CONTROL
 AM0165
 AM0165  NGVD 29 (??/??/92)   10.322  (m)           33.86   (f) ADJ UNCH    1 2
 AM0165
 AM0165.Superseded values are not recommended for survey control.
 AM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0165.See file dsdata.txt to determine how the superseded data were derived.
 AM0165
 AM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM136929(NAD 83)
 AM0165_MARKER: DB = BENCH MARK DISK
 AM0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0165_SP_SET: FOUNDATION
 AM0165_STAMPING: Q 51 1918 ELEV 33.891 FT
 AM0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0165
 AM0165  HISTORY     - Date     Condition        Report By
 AM0165  HISTORY     - 1918     MONUMENTED       CGS
 AM0165  HISTORY     - 1951     GOOD             NGS
 AM0165  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0165  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0165
 AM0165                          STATION DESCRIPTION
 AM0165
 AM0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0165'IN WADSWORTH.
 AM0165'AT WADSWORTH, 0.1 MILE SOUTH OF THE GULF, COLORADO AND SANTA FE
 AM0165'RAILROAD STATION, 198 FEET EAST OF THE SOUTHEAST CORNER OF A CATHOLIC
 AM0165'CHURCH, 67 FEET SOUTHEAST OF THE CENTER OF A SHELL ROAD CROSSING, 46
 AM0165'FEET SOUTH OF THE CENTER LINE OF A SHELL ROAD, 47 FEET EAST OF THE
 AM0165'EAST RAIL OF THE MAIN TRACK, 8 FEET EAST OF THE EAST RAIL OF A SIDE
 AM0165'TRACK, SET VERTICALLY IN THE WEST SIDE OF THE NORTHWEST FOUNDATION
 AM0165'POST OF A LARGE WAREHOUSE, 2 FEET ABOVE THE GROUND.
 AM0165
 AM0165                          STATION RECOVERY (1998)
 AM0165
 AM0165'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0165'MARK NOT FOUND.
 AM0165
 AM0165                          STATION RECOVERY (2006)
 AM0165
 AM0165'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0165'FOUND THE HOLE FROM THE SHAFT BUT THE DISK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0173 ***********************************************************************
 GL0173  DESIGNATION -  Q 511
 GL0173  PID         -  GL0173
 GL0173  STATE/COUNTY-  TX/MOORE
 GL0173  USGS QUAD   -  CACTUS WEST (1965)
 GL0173
 GL0173                         *CURRENT SURVEY CONTROL
 GL0173  ___________________________________________________________________
 GL0173* NAD 83(1986)-  36 03 00.     (N)    102 07 23.     (W)     SCALED    
 GL0173* NAVD 88     -      1133.167  (meters)    3717.73   (feet)  ADJUSTED  
 GL0173  ___________________________________________________________________
 GL0173  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 GL0173  DYNAMIC HT  -        1131.871 (meters)    3713.48  (feet)  COMP
 GL0173  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 GL0173
 GL0173  VERT ORDER  -  SECOND    CLASS 0
 GL0173
 GL0173.The horizontal coordinates were scaled from a topographic map and have
 GL0173.an estimated accuracy of +/- 6 seconds.
 GL0173
 GL0173.The orthometric height was determined by differential leveling
 GL0173.and adjusted by the National Geodetic Survey in June 1991..
 GL0173
 GL0173.The geoid height was determined by GEOID03.
 GL0173
 GL0173.The dynamic height is computed by dividing the NAVD 88
 GL0173.geopotential number by the normal gravity value computed on the
 GL0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0173.degrees latitude (g = 980.6199 gals.).
 GL0173
 GL0173.The modeled gravity was interpolated from observed gravity values.
 GL0173
 GL0173;                    North         East    Units  Estimated Accuracy
 GL0173;SPC TX N     - 1,227,600.      143,860.      MT  (+/- 180 meters Scaled)
 GL0173
 GL0173                          SUPERSEDED SURVEY CONTROL
 GL0173
 GL0173.No superseded survey control is available for this station.
 GL0173
 GL0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV591933(NAD 83)
 GL0173_MARKER: DB = BENCH MARK DISK
 GL0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0173_STAMPING: Q 511 1935
 GL0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0173+STABILITY: SURFACE MOTION
 GL0173
 GL0173  HISTORY     - Date     Condition        Report By
 GL0173  HISTORY     - 1935     MONUMENTED       CGS
 GL0173  HISTORY     - 1952     GOOD             NGS
 GL0173
 GL0173                          STATION DESCRIPTION
 GL0173
 GL0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0173'8.6 MI NW FROM ETTER.
 GL0173'6.8 MILES WEST ALONG A GRADED DIRT ROAD FROM THE CHICAGO, ROCK ISLAND
 GL0173'AND PACIFIC RAILROAD STATION AT ETTER, THENCE 1.0 MILE NORTH ALONG A
 GL0173'TRACK ROAD, THENCE 0.8 MILE NORTH ALONG A FENCE, AT THE EAST EDGE OF A
 GL0173'PASTURE, 224 FEET SOUTHEAST OF THE SOUTHEAST END OF AN EARTH DAM, 50.5
 GL0173'FEET WEST OF A NORTH AND SOUTH FENCE, 57.5 FEET SOUTHWEST OF A FENCE
 GL0173'CORNER, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0173'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0642 ***********************************************************************
 GK0642  DESIGNATION -  Q 513
 GK0642  PID         -  GK0642
 GK0642  STATE/COUNTY-  TX/MOORE
 GK0642  USGS QUAD   -  CACTUS EAST (1963)
 GK0642
 GK0642                         *CURRENT SURVEY CONTROL
 GK0642  ___________________________________________________________________
 GK0642* NAD 83(1986)-  36 01 27.     (N)    101 54 48.     (W)     SCALED    
 GK0642* NAVD 88     -      1084.814  (meters)    3559.09   (feet)  ADJUSTED  
 GK0642  ___________________________________________________________________
 GK0642  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 GK0642  DYNAMIC HT  -        1083.580 (meters)    3555.05  (feet)  COMP
 GK0642  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 GK0642
 GK0642  VERT ORDER  -  SECOND    CLASS 0
 GK0642
 GK0642.The horizontal coordinates were scaled from a topographic map and have
 GK0642.an estimated accuracy of +/- 6 seconds.
 GK0642
 GK0642.The orthometric height was determined by differential leveling
 GK0642.and adjusted by the National Geodetic Survey in June 1991..
 GK0642
 GK0642.The geoid height was determined by GEOID03.
 GK0642
 GK0642.The dynamic height is computed by dividing the NAVD 88
 GK0642.geopotential number by the normal gravity value computed on the
 GK0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0642.degrees latitude (g = 980.6199 gals.).
 GK0642
 GK0642.The modeled gravity was interpolated from observed gravity values.
 GK0642
 GK0642;                    North         East    Units  Estimated Accuracy
 GK0642;SPC TX N     - 1,224,640.      162,750.      MT  (+/- 180 meters Scaled)
 GK0642
 GK0642                          SUPERSEDED SURVEY CONTROL
 GK0642
 GK0642  NGVD 29 (??/??/92) 1084.298  (m)         3557.40   (f) ADJ UNCH    2 0
 GK0642
 GK0642.Superseded values are not recommended for survey control.
 GK0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0642.See file dsdata.txt to determine how the superseded data were derived.
 GK0642
 GK0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE374905(NAD 83)
 GK0642_MARKER: DB = BENCH MARK DISK
 GK0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0642_STAMPING: Q 513 1935
 GK0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0642+STABILITY: SURFACE MOTION
 GK0642
 GK0642  HISTORY     - Date     Condition        Report By
 GK0642  HISTORY     - 1935     MONUMENTED       CGS
 GK0642  HISTORY     - 1943     GOOD             NGS
 GK0642  HISTORY     - 1963     MARK NOT FOUND   USGS
 GK0642
 GK0642                          STATION DESCRIPTION
 GK0642
 GK0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0642'5.0 MI W FROM SUNRAY.
 GK0642'THIS MARK IS ABOUT 5.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0642'GULF RAILWAY FROM THE STATION AT SUNRAY, MOORE COUNTY, 12.0 FEET WEST
 GK0642'OF POWER POLE 35, 128.0 FEET NORTHEAST OF MILEPOST 25, 37.5 FEET NORTH
 GK0642'OF THE NORTH RAIL, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0
 GK0642'FEET SOUTH OF A WHITE REFERENCE POST.
 GK0642
 GK0642                          STATION RECOVERY (1963)
 GK0642
 GK0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GK0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0151 ***********************************************************************
 GK0151  DESIGNATION -  Q 515
 GK0151  PID         -  GK0151
 GK0151  STATE/COUNTY-  TX/OCHILTREE
 GK0151  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK0151
 GK0151                         *CURRENT SURVEY CONTROL
 GK0151  ___________________________________________________________________
 GK0151* NAD 83(1986)-  36 11 13.     (N)    100 49 17.     (W)     SCALED    
 GK0151* NAVD 88     -       906.641  (meters)    2974.54   (feet)  ADJUSTED  
 GK0151  ___________________________________________________________________
 GK0151  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GK0151  DYNAMIC HT  -         905.677 (meters)    2971.38  (feet)  COMP
 GK0151  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 GK0151
 GK0151  VERT ORDER  -  SECOND    CLASS 0
 GK0151
 GK0151.The horizontal coordinates were scaled from a topographic map and have
 GK0151.an estimated accuracy of +/- 6 seconds.
 GK0151
 GK0151.The orthometric height was determined by differential leveling
 GK0151.and adjusted by the National Geodetic Survey in June 1991..
 GK0151
 GK0151.The geoid height was determined by GEOID03.
 GK0151
 GK0151.The dynamic height is computed by dividing the NAVD 88
 GK0151.geopotential number by the normal gravity value computed on the
 GK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0151.degrees latitude (g = 980.6199 gals.).
 GK0151
 GK0151.The modeled gravity was interpolated from observed gravity values.
 GK0151
 GK0151;                    North         East    Units  Estimated Accuracy
 GK0151;SPC TX N     - 1,242,830.      261,040.      MT  (+/- 180 meters Scaled)
 GK0151
 GK0151                          SUPERSEDED SURVEY CONTROL
 GK0151
 GK0151  NGVD 29 (??/??/92)  906.26   (m)         2973.3    (f) COMPUTED    2 0
 GK0151
 GK0151.Superseded values are not recommended for survey control.
 GK0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0151.See file dsdata.txt to determine how the superseded data were derived.
 GK0151
 GK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF362062(NAD 83)
 GK0151_MARKER: DB = BENCH MARK DISK
 GK0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0151_STAMPING: Q-515 1935
 GK0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0151+STABILITY: SURFACE MOTION
 GK0151
 GK0151  HISTORY     - Date     Condition        Report By
 GK0151  HISTORY     - 1935     MONUMENTED       CGS
 GK0151  HISTORY     - 1948     GOOD             NGS
 GK0151
 GK0151                          STATION DESCRIPTION
 GK0151
 GK0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0151'3.4 MI N FROM BULER.
 GK0151'TO REACH BENCHMARK FROM POST OFFICE GO 3.4 MILES NORTH ALONG OLD U.S.
 GK0151'HIGHWAY NO. 83.  BENCHMARK IS APPROXIMATELY 450 FEET SOUTHWEST OF
 GK0151'WHITE RANCH HOUSE.  105.8 FEET SOUTHWEST OF CENTER-LINE OF ROAD
 GK0151'INTERSECTION.  97.7 FEET SOUTH OF CENTER-LINE OF E-W ROAD.  37.6 FEET
 GK0151'WEST OF CENTER-LINE OF OLD U.S. HIGHWAY NO. 83.  2.8 FEET NORTH OF
 GK0151'TELEPHONE POLE.
 GK0151
 GK0151                          STATION RECOVERY (1948)
 GK0151
 GK0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 GK0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0152 ***********************************************************************
 GK0152  DESIGNATION -  Q 515 RESET 1948
 GK0152  PID         -  GK0152
 GK0152  STATE/COUNTY-  TX/OCHILTREE
 GK0152  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK0152
 GK0152                         *CURRENT SURVEY CONTROL
 GK0152  ___________________________________________________________________
 GK0152* NAD 83(1986)-  36 11 15.     (N)    100 49 16.     (W)     SCALED    
 GK0152* NAVD 88     -       906.64   (+/-2cm)    2974.5    (feet)  VERTCON   
 GK0152  ___________________________________________________________________
 GK0152  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GK0152
 GK0152  VERT ORDER  -  THIRD (See Below)
 GK0152
 GK0152.The horizontal coordinates were scaled from a topographic map and have
 GK0152.an estimated accuracy of +/- 6 seconds.
 GK0152
 GK0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0152.The vertical order pertains to the NGVD 29 superseded value.
 GK0152
 GK0152.The geoid height was determined by GEOID03.
 GK0152
 GK0152;                    North         East    Units  Estimated Accuracy
 GK0152;SPC TX N     - 1,242,890.      261,070.      MT  (+/- 180 meters Scaled)
 GK0152
 GK0152                          SUPERSEDED SURVEY CONTROL
 GK0152
 GK0152  NGVD 29 (??/??/??)  906.26   (m)         2973.3    (f) RESET       3  
 GK0152
 GK0152.Superseded values are not recommended for survey control.
 GK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0152.See file dsdata.txt to determine how the superseded data were derived.
 GK0152
 GK0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF362062(NAD 83)
 GK0152_MARKER: DB = BENCH MARK DISK
 GK0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0152_STAMPING: Q 515 RESET 1948
 GK0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0152+STABILITY: SURFACE MOTION
 GK0152
 GK0152  HISTORY     - Date     Condition        Report By
 GK0152  HISTORY     - 1948     MONUMENTED       CGS
 GK0152  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0152
 GK0152                          STATION DESCRIPTION
 GK0152
 GK0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GK0152'3.4 MI N FROM BULER.
 GK0152'ABOUT 3.4 MILES NORTH OF BULER, 450 FT. SOUTH OF HOUSE, 115 FT.
 GK0152'SOUTH-EAST CENTER LINE ROAD INTERSECTION, 106.7 FT. SOUTH OF CENTER
 GK0152'LINE EAST-WEST (SWEARMAN) ROAD, 60 FT. EAST OF CENTER LINE HIGHWAY NO.
 GK0152'70, 1.0 FT. WEST OF FENCE.
 GK0152
 GK0152                          STATION RECOVERY (1973)
 GK0152
 GK0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0501 ***********************************************************************
 GK0501  DESIGNATION -  Q 517
 GK0501  PID         -  GK0501
 GK0501  STATE/COUNTY-  TX/SHERMAN
 GK0501  USGS QUAD   -  PLEASURE POND (1974)
 GK0501
 GK0501                         *CURRENT SURVEY CONTROL
 GK0501  ___________________________________________________________________
 GK0501* NAD 83(1986)-  36 11 00.     (N)    101 49 31.     (W)     SCALED    
 GK0501* NAVD 88     -      1071.451  (meters)    3515.25   (feet)  ADJUSTED  
 GK0501  ___________________________________________________________________
 GK0501  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 GK0501  DYNAMIC HT  -        1070.258 (meters)    3511.34  (feet)  COMP
 GK0501  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 GK0501
 GK0501  VERT ORDER  -  SECOND    CLASS 0
 GK0501
 GK0501.The horizontal coordinates were scaled from a topographic map and have
 GK0501.an estimated accuracy of +/- 6 seconds.
 GK0501
 GK0501.The orthometric height was determined by differential leveling
 GK0501.and adjusted by the National Geodetic Survey in June 1991..
 GK0501
 GK0501.The geoid height was determined by GEOID03.
 GK0501
 GK0501.The dynamic height is computed by dividing the NAVD 88
 GK0501.geopotential number by the normal gravity value computed on the
 GK0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0501.degrees latitude (g = 980.6199 gals.).
 GK0501
 GK0501.The modeled gravity was interpolated from observed gravity values.
 GK0501
 GK0501;                    North         East    Units  Estimated Accuracy
 GK0501;SPC TX N     - 1,242,270.      170,740.      MT  (+/- 180 meters Scaled)
 GK0501
 GK0501                          SUPERSEDED SURVEY CONTROL
 GK0501
 GK0501  NGVD 29 (??/??/92) 1070.965  (m)         3513.66   (f) ADJ UNCH    2 0
 GK0501
 GK0501.Superseded values are not recommended for survey control.
 GK0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0501.See file dsdata.txt to determine how the superseded data were derived.
 GK0501
 GK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF459079(NAD 83)
 GK0501_MARKER: DB = BENCH MARK DISK
 GK0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0501_STAMPING: Q 517 1935
 GK0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0501+STABILITY: SURFACE MOTION
 GK0501
 GK0501  HISTORY     - Date     Condition        Report By
 GK0501  HISTORY     - 1935     MONUMENTED       CGS
 GK0501  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0501
 GK0501                          STATION DESCRIPTION
 GK0501
 GK0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0501'24.2 MI SE FROM STRATFORD.
 GK0501'THIS MARK IS ABOUT 14.0 MILES SOUTHEAST AND ABOUT 10.2 MILES SOUTH
 GK0501'FROM THE CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION AT STRATFORD,
 GK0501'SHERMAN COUNTY, SET IN THE NORTHWEST ANGLE OF THE INTERSECTION OF THE
 GK0501'ROAD AND A EAST-WEST CROSS ROAD, 2.0 FEET SOUTH OF A EAST-WEST FENCE,
 GK0501'30.0 FEET NORTH OF THE CENTER LINE OF A ROAD RUNNING WEST, 22.5 FEET
 GK0501'WEST OF A CORNER FENCE POST, 55.0 FEET WEST OF THE CENTER LINE OF THE
 GK0501'ROAD, ABOUT 4-INCHES LOWER THAN THE LEVEL OF THE GROUND, 2.0 FEET EAST
 GK0501'OF A WHITE REFERENCE POST.
 GK0501
 GK0501                          STATION RECOVERY (1973)
 GK0501
 GK0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0387 ***********************************************************************
 GK0387  DESIGNATION -  Q 519
 GK0387  PID         -  GK0387
 GK0387  STATE/COUNTY-  TX/HANSFORD
 GK0387  USGS QUAD   -  SPEARMAN (1974)
 GK0387
 GK0387                         *CURRENT SURVEY CONTROL
 GK0387  ___________________________________________________________________
 GK0387* NAD 83(1986)-  36 08 23.     (N)    101 11 56.     (W)     SCALED    
 GK0387* NAVD 88     -       955.003  (meters)    3133.21   (feet)  ADJUSTED  
 GK0387  ___________________________________________________________________
 GK0387  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 GK0387  DYNAMIC HT  -         953.965 (meters)    3129.80  (feet)  COMP
 GK0387  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 GK0387
 GK0387  VERT ORDER  -  SECOND    CLASS 0
 GK0387
 GK0387.The horizontal coordinates were scaled from a topographic map and have
 GK0387.an estimated accuracy of +/- 6 seconds.
 GK0387
 GK0387.The orthometric height was determined by differential leveling
 GK0387.and adjusted by the National Geodetic Survey in June 1991..
 GK0387
 GK0387.The geoid height was determined by GEOID03.
 GK0387
 GK0387.The dynamic height is computed by dividing the NAVD 88
 GK0387.geopotential number by the normal gravity value computed on the
 GK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0387.degrees latitude (g = 980.6199 gals.).
 GK0387
 GK0387.The modeled gravity was interpolated from observed gravity values.
 GK0387
 GK0387;                    North         East    Units  Estimated Accuracy
 GK0387;SPC TX N     - 1,237,420.      227,100.      MT  (+/- 180 meters Scaled)
 GK0387
 GK0387                          SUPERSEDED SURVEY CONTROL
 GK0387
 GK0387  NGVD 29 (??/??/92)  954.560  (m)         3131.75   (f) ADJ UNCH    2 0
 GK0387
 GK0387.Superseded values are not recommended for survey control.
 GK0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0387.See file dsdata.txt to determine how the superseded data were derived.
 GK0387
 GK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF021016(NAD 83)
 GK0387_MARKER: DB = BENCH MARK DISK
 GK0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0387_STAMPING: Q 519 1935
 GK0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0387+STABILITY: SURFACE MOTION
 GK0387
 GK0387  HISTORY     - Date     Condition        Report By
 GK0387  HISTORY     - 1935     MONUMENTED       CGS
 GK0387  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0387
 GK0387                          STATION DESCRIPTION
 GK0387
 GK0387'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GK0387'4.5 MI S FROM SPEARMAN.
 GK0387'4.5 MILES SOUTH OF SPEARMAN, HANSFORD COUNTY.  THIS BENCH MARK MAY BE
 GK0387'REACHED FROM THE COUNTY COURTHOUSE BY GOING 0.4 MILE WEST ALONG STATE
 GK0387'HIGHWAY 282, THENCE 4.1 MILES SOUTH ALONG THE CANADIAN RIVER ROAD. 74
 GK0387'FEET NORTH OF THE FIRST ROAD INTERSECTION SOUTH OF SPEARMAN, AT THE
 GK0387'CROSSING OF A TELEPHONE LINE, 35 FEET EAST OF THE CENTERLINE OF THE
 GK0387'NORTH-AND-SOUTH ROAD, AND 4.3 FEET NORTH OF A FENCE CORNER.  A
 GK0387'STANDARD DISK, STAMPED Q 519 1935 AND SET IN THE TOP OF A CONCRETE
 GK0387'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3885 ***********************************************************************
 AW3885  DESIGNATION -  Q 52
 AW3885  PID         -  AW3885
 AW3885  STATE/COUNTY-  TX/BRAZORIA
 AW3885  USGS QUAD   -  ANGLETON (1974)
 AW3885
 AW3885                         *CURRENT SURVEY CONTROL
 AW3885  ___________________________________________________________________
 AW3885* NAD 83(1986)-  29 09 53.     (N)    095 25 31.     (W)     SCALED    
 AW3885* NAVD 88     -         8.41   (+/-2cm)      27.6    (feet)  VERTCON   
 AW3885  ___________________________________________________________________
 AW3885  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW3885
 AW3885  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3885
 AW3885.The horizontal coordinates were scaled from a topographic map and have
 AW3885.an estimated accuracy of +/- 6 seconds.
 AW3885
 AW3885.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3885.The vertical order pertains to the NGVD 29 superseded value.
 AW3885
 AW3885.The geoid height was determined by GEOID03.
 AW3885
 AW3885;                    North         East    Units  Estimated Accuracy
 AW3885;SPC TXSC     - 4,152,870.      947,660.      MT  (+/- 180 meters Scaled)
 AW3885
 AW3885                          SUPERSEDED SURVEY CONTROL
 AW3885
 AW3885  NGVD 29 (??/??/92)    8.42   (m)           27.6    (f) COMPUTED    1 2
 AW3885
 AW3885.Superseded values are not recommended for survey control.
 AW3885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3885.See file dsdata.txt to determine how the superseded data were derived.
 AW3885
 AW3885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN641286(NAD 83)
 AW3885_MARKER: DB = BENCH MARK DISK
 AW3885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3885_SP_SET: CULVERT
 AW3885_STAMPING: Q52 1918
 AW3885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3885
 AW3885  HISTORY     - Date     Condition        Report By
 AW3885  HISTORY     - 1918     MONUMENTED       CGS
 AW3885  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW3885
 AW3885                          STATION DESCRIPTION
 AW3885
 AW3885'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 AW3885'IN ANGLETON.
 AW3885'AT ANGLETON, BRAZORIA CO., ON THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AW3885'RAILWAY ABOUT 350 FEET WEST OF THE INTERSECTION OF STATE HIGHWAY 19,
 AW3885'ABOUT 8 POLES WEST ALONG THE MAIN STREET FROM THE STATION, IN THE
 AW3885'NORTHWEST CORNER OF A STREET CROSSING, AT THE NORTH END OF A 5 BY 8
 AW3885'FOOT CONCRETE CULVERT, AND IN THE TOP OF THE SURFACE OF THE HEADWALL.
 AW3885'A STANDARD DISK.
 AW3885
 AW3885                          STATION RECOVERY (1997)
 AW3885
 AW3885'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1175 ***********************************************************************
 AW1175  DESIGNATION -  Q 52 RESET 1937
 AW1175  PID         -  AW1175
 AW1175  STATE/COUNTY-  TX/BRAZORIA
 AW1175  USGS QUAD   -  ANGLETON (1974)
 AW1175
 AW1175                         *CURRENT SURVEY CONTROL
 AW1175  ___________________________________________________________________
 AW1175* NAD 83(1986)-  29 09 53.     (N)    095 25 33.     (W)     SCALED    
 AW1175* NAVD 88     -         8.29   (+/-2cm)      27.2    (feet)  VERTCON   
 AW1175  ___________________________________________________________________
 AW1175  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW1175
 AW1175  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1175
 AW1175.The horizontal coordinates were scaled from a topographic map and have
 AW1175.an estimated accuracy of +/- 6 seconds.
 AW1175
 AW1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1175.The vertical order pertains to the NGVD 29 superseded value.
 AW1175
 AW1175.The geoid height was determined by GEOID03.
 AW1175
 AW1175;                    North         East    Units  Estimated Accuracy
 AW1175;SPC TXSC     - 4,152,870.      947,610.      MT  (+/- 180 meters Scaled)
 AW1175
 AW1175                          SUPERSEDED SURVEY CONTROL
 AW1175
 AW1175  NGVD 29 (??/??/92)    8.300  (m)           27.23   (f) ADJ UNCH    1 1
 AW1175
 AW1175.Superseded values are not recommended for survey control.
 AW1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1175.See file dsdata.txt to determine how the superseded data were derived.
 AW1175
 AW1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN640286(NAD 83)
 AW1175_MARKER: DB = BENCH MARK DISK
 AW1175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1175_SP_SET: CULVERT
 AW1175_STAMPING: Q 52 RESET 1937
 AW1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1175
 AW1175  HISTORY     - Date     Condition        Report By
 AW1175  HISTORY     - 1937     MONUMENTED       CGS
 AW1175  HISTORY     - 1973     GOOD             NGS
 AW1175  HISTORY     - 1978     GOOD             NGS
 AW1175  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1175  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1175  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1175  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1175
 AW1175                          STATION DESCRIPTION
 AW1175
 AW1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1175'IN ANGLETON.
 AW1175'AT ANGLETON, 0.15 MILE NORTH ALONG ANDERSON STREET FROM THE CROSSING
 AW1175'OF THE MISSOURI PACIFIC RAILROAD, AT THE NORTHWEST CORNER OF THE
 AW1175'JUNCTION OF STATE HIGHWAY 35 (ANDERSON STREET) AND MULBERRY STREET, IN
 AW1175'THE TOP OF THE CENTER OF THE NORTH CONCRETE HEAD WALL OF A 1 1/2- BY 3
 AW1175'1/2-FOOT CONCRETE BOX CULVERT, 24 FEET WEST OF THE CENTER LINE OF
 AW1175'ANDERSON STREET, 12.5 FEET NORTH OF THE NORTH CURB OF MULBERRY STREET,
 AW1175'27.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, AND ABOUT 1/2
 AW1175'FOOT HIGHER THAN THE STREETS.
 AW1175
 AW1175                          STATION RECOVERY (1978)
 AW1175
 AW1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1175'RECOVERED IN GOOD CONDITION.
 AW1175
 AW1175                          STATION RECOVERY (1987)
 AW1175
 AW1175'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1175'MARK NOT FOUND.
 AW1175
 AW1175                          STATION RECOVERY (1988)
 AW1175
 AW1175'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW1175'MARK NOT FOUND.
 AW1175
 AW1175                          STATION RECOVERY (1990)
 AW1175
 AW1175'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW1175'MARK NOT FOUND.
 AW1175
 AW1175                          STATION RECOVERY (1997)
 AW1175
 AW1175'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1269 ***********************************************************************
 AY1269  DESIGNATION -  Q 520
 AY1269  PID         -  AY1269
 AY1269  STATE/COUNTY-  TX/MEDINA
 AY1269  USGS QUAD   -  MUSTANG VALLEY (1969)
 AY1269
 AY1269                         *CURRENT SURVEY CONTROL
 AY1269  ___________________________________________________________________
 AY1269* NAD 83(1986)-  29 28 37.     (N)    099 12 35.     (W)     SCALED    
 AY1269* NAVD 88     -       324.173  (meters)    1063.56   (feet)  POSTED    
 AY1269  ___________________________________________________________________
 AY1269  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AY1269  DYNAMIC HT  -         323.700 (meters)    1062.01  (feet)  COMP
 AY1269  MODELED GRAV-     979,165.7   (mgal)                       NAVD 88
 AY1269
 AY1269  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1269
 AY1269.The horizontal coordinates were scaled from a topographic map and have
 AY1269.an estimated accuracy of +/- 6 seconds.
 AY1269
 AY1269.The orthometric height was determined by differential leveling
 AY1269.and adjusted by the National Geodetic Survey in 1992..
 AY1269.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1269.rate of 0.0 thru 1.0 mm/km.
 AY1269
 AY1269.The geoid height was determined by GEOID03.
 AY1269
 AY1269.The dynamic height is computed by dividing the NAVD 88
 AY1269.geopotential number by the normal gravity value computed on the
 AY1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1269.degrees latitude (g = 980.6199 gals.).
 AY1269
 AY1269.The modeled gravity was interpolated from observed gravity values.
 AY1269
 AY1269;                    North         East    Units  Estimated Accuracy
 AY1269;SPC TXSC     - 4,182,170.      579,660.      MT  (+/- 180 meters Scaled)
 AY1269
 AY1269                          SUPERSEDED SURVEY CONTROL
 AY1269
 AY1269  NGVD 29 (??/??/92)  324.033  (m)         1063.10   (f) ADJ UNCH    2 0
 AY1269
 AY1269.Superseded values are not recommended for survey control.
 AY1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1269.See file dsdata.txt to determine how the superseded data were derived.
 AY1269
 AY1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT796608(NAD 83)
 AY1269_MARKER: DB = BENCH MARK DISK
 AY1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1269_STAMPING: Q 520 1953
 AY1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1269+STABILITY: SURFACE MOTION
 AY1269
 AY1269  HISTORY     - Date     Condition        Report By
 AY1269  HISTORY     - 1953     MONUMENTED       CGS
 AY1269  HISTORY     - 1968     GOOD             NGS
 AY1269  HISTORY     - 19950420 GOOD             USPSQD
 AY1269  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AY1269  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1269
 AY1269                          STATION DESCRIPTION
 AY1269
 AY1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AY1269'11.4 MI NW FROM HONDO.
 AY1269'11.4 MILES NORTHWEST ALONG FARM ROAD 462 FROM THE COURTHOUSE AT HONDO,
 AY1269'ABOUT 45 MILES NORTHWEST OF A BRIDGE OVER HONDO CREEK, ABOUT 0.1 MILE
 AY1269'SOUTHEAST OF A CURVE TO THE NORTH, 40 FEET SOUTHWEST OF THE CENTER
 AY1269'LINE OF FARM ROAD 462 AND 2 FEET NORTHEAST OF THE ROW FENCE. A
 AY1269'STANDARD DISK SET IN TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.4
 AY1269'FOOT ABOVE GROUND.
 AY1269
 AY1269                          STATION RECOVERY (1995)
 AY1269
 AY1269'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1269'RECOVERED IN GOOD CONDITION.
 AY1269
 AY1269                          STATION RECOVERY (1997)
 AY1269
 AY1269'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1269'MARK NOT FOUND.
 AY1269
 AY1269                          STATION RECOVERY (2001)
 AY1269
 AY1269'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0597 ***********************************************************************
 GK0597  DESIGNATION -  Q 523
 GK0597  PID         -  GK0597
 GK0597  STATE/COUNTY-  TX/SHERMAN
 GK0597  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK0597
 GK0597                         *CURRENT SURVEY CONTROL
 GK0597  ___________________________________________________________________
 GK0597* NAD 83(1986)-  36 07 30.     (N)    101 37 55.     (W)     SCALED    
 GK0597* NAVD 88     -      1028.872  (meters)    3375.56   (feet)  ADJUSTED  
 GK0597  ___________________________________________________________________
 GK0597  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GK0597  DYNAMIC HT  -        1027.730 (meters)    3371.81  (feet)  COMP
 GK0597  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 GK0597
 GK0597  VERT ORDER  -  SECOND    CLASS 0
 GK0597
 GK0597.The horizontal coordinates were scaled from a topographic map and have
 GK0597.an estimated accuracy of +/- 6 seconds.
 GK0597
 GK0597.The orthometric height was determined by differential leveling
 GK0597.and adjusted by the National Geodetic Survey in June 1991..
 GK0597
 GK0597.The geoid height was determined by GEOID03.
 GK0597
 GK0597.The dynamic height is computed by dividing the NAVD 88
 GK0597.geopotential number by the normal gravity value computed on the
 GK0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0597.degrees latitude (g = 980.6199 gals.).
 GK0597
 GK0597.The modeled gravity was interpolated from observed gravity values.
 GK0597
 GK0597;                    North         East    Units  Estimated Accuracy
 GK0597;SPC TX N     - 1,235,760.      188,120.      MT  (+/- 180 meters Scaled)
 GK0597
 GK0597                          SUPERSEDED SURVEY CONTROL
 GK0597
 GK0597  NGVD 29 (??/??/92) 1028.405  (m)         3374.03   (f) ADJ UNCH    2 0
 GK0597
 GK0597.Superseded values are not recommended for survey control.
 GK0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0597.See file dsdata.txt to determine how the superseded data were derived.
 GK0597
 GK0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF631010(NAD 83)
 GK0597_MARKER: DB = BENCH MARK DISK
 GK0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0597_STAMPING: Q 523 1935
 GK0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0597+STABILITY: SURFACE MOTION
 GK0597
 GK0597  HISTORY     - Date     Condition        Report By
 GK0597  HISTORY     - 1935     MONUMENTED       CGS
 GK0597  HISTORY     - 1952     MARK NOT FOUND   NGS
 GK0597
 GK0597                          STATION DESCRIPTION
 GK0597
 GK0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0597'13.6 MI NW FROM MORSE.
 GK0597'THIS MARK IS ABOUT 5.0 MILES NORTH ALONG THE CRI AND G RAILROAD AND
 GK0597'ABOUT 8.6 MILES WEST ALONG A DIRT ROAD FROM THE DEPOT AT MORSE,
 GK0597'HANSFORD COUNTY, 1.0 MILE EAST OF A ROAD RUNNING SOUTH TO CPPS, 0.4
 GK0597'MILE WEST OF SHERMAN-HANSFORD COUNTY LINE, 9.0 FEET NORTHWEST OF THE
 GK0597'NORTHWEST CORNER OF A FENCE, 18.0 FEET SOUTH OF THE CENTE LINE OF THE
 GK0597'ROAD, ABOUT LEVEL WITH THE GROUND, 2.0 FEET NORTHWEST OF A WHITE
 GK0597'REFERENCE POST.
 GK0597
 GK0597                          STATION RECOVERY (1952)
 GK0597
 GK0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GK0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0820 ***********************************************************************
 AY0820  DESIGNATION -  Q 524
 AY0820  PID         -  AY0820
 AY0820  STATE/COUNTY-  TX/BEXAR
 AY0820  USGS QUAD   -  MACDONA (1991)
 AY0820
 AY0820                         *CURRENT SURVEY CONTROL
 AY0820  ___________________________________________________________________
 AY0820* NAD 83(1986)-  29 17 38.     (N)    098 38 19.     (W)     SCALED    
 AY0820* NAVD 88     -       177.495  (meters)     582.33   (feet)  ADJUSTED  
 AY0820  ___________________________________________________________________
 AY0820  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AY0820  DYNAMIC HT  -         177.239 (meters)     581.49  (feet)  COMP
 AY0820  MODELED GRAV-     979,198.7   (mgal)                       NAVD 88
 AY0820
 AY0820  VERT ORDER  -  FIRST     CLASS II
 AY0820
 AY0820.The horizontal coordinates were scaled from a topographic map and have
 AY0820.an estimated accuracy of +/- 6 seconds.
 AY0820
 AY0820.The orthometric height was determined by differential leveling
 AY0820.and adjusted by the National Geodetic Survey in June 1991..
 AY0820
 AY0820.The geoid height was determined by GEOID03.
 AY0820
 AY0820.The dynamic height is computed by dividing the NAVD 88
 AY0820.geopotential number by the normal gravity value computed on the
 AY0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0820.degrees latitude (g = 980.6199 gals.).
 AY0820
 AY0820.The modeled gravity was interpolated from observed gravity values.
 AY0820
 AY0820;                    North         East    Units  Estimated Accuracy
 AY0820;SPC TXSC     - 4,161,920.      635,110.      MT  (+/- 180 meters Scaled)
 AY0820
 AY0820                          SUPERSEDED SURVEY CONTROL
 AY0820
 AY0820  NGVD 29 (??/??/92)  177.395  (m)          582.00   (f) ADJ UNCH    1 2
 AY0820
 AY0820.Superseded values are not recommended for survey control.
 AY0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0820.See file dsdata.txt to determine how the superseded data were derived.
 AY0820
 AY0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT350406(NAD 83)
 AY0820_MARKER: DB = BENCH MARK DISK
 AY0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0820_SP_SET: RAIL
 AY0820_STAMPING: Q 524 1953
 AY0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0820
 AY0820  HISTORY     - Date     Condition        Report By
 AY0820  HISTORY     - 1953     MONUMENTED       CGS
 AY0820  HISTORY     - 1966     GOOD             USGS
 AY0820  HISTORY     - 1985     GOOD             LOCSUR
 AY0820  HISTORY     - 19991201 MARK NOT FOUND   USPSQD
 AY0820
 AY0820                          STATION DESCRIPTION
 AY0820
 AY0820'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AY0820'2.5 MI SW FROM SAN ANTONIO.
 AY0820'2.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AY0820'OVERPASS ON INTERSTATE 410 AT SAN ANTONIO, BEXAR COUNTY, AT A BRIDGE
 AY0820'OVER THE MEDINA RIVER, AT VON GRAY, IN THE TOP OF THE SOUTHEAST END OF
 AY0820'THE SOUTHWEST ABUTMENT, 25 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 AY0820'ABOUT 12 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED Q
 AY0820'524 1953.
 AY0820
 AY0820                          STATION RECOVERY (1985)
 AY0820
 AY0820'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 AY0820'RECOVERED IN GOOD CONDITION.
 AY0820
 AY0820                          STATION RECOVERY (1999)
 AY0820
 AY0820'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0167 ***********************************************************************
 GK0167  DESIGNATION -  Q 526
 GK0167  PID         -  GK0167
 GK0167  STATE/COUNTY-  TX/OCHILTREE
 GK0167  USGS QUAD   -  SOURDOUGH CREEK (1973)
 GK0167
 GK0167                         *CURRENT SURVEY CONTROL
 GK0167  ___________________________________________________________________
 GK0167* NAD 83(1986)-  36 06 03.     (N)    100 51 39.     (W)     SCALED    
 GK0167* NAVD 88     -       920.320  (meters)    3019.42   (feet)  ADJUSTED  
 GK0167  ___________________________________________________________________
 GK0167  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GK0167  DYNAMIC HT  -         919.332 (meters)    3016.18  (feet)  COMP
 GK0167  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 GK0167
 GK0167  VERT ORDER  -  SECOND    CLASS 0
 GK0167
 GK0167.The horizontal coordinates were scaled from a topographic map and have
 GK0167.an estimated accuracy of +/- 6 seconds.
 GK0167
 GK0167.The orthometric height was determined by differential leveling
 GK0167.and adjusted by the National Geodetic Survey in June 1991..
 GK0167
 GK0167.The geoid height was determined by GEOID03.
 GK0167
 GK0167.The dynamic height is computed by dividing the NAVD 88
 GK0167.geopotential number by the normal gravity value computed on the
 GK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0167.degrees latitude (g = 980.6199 gals.).
 GK0167
 GK0167.The modeled gravity was interpolated from observed gravity values.
 GK0167
 GK0167;                    North         East    Units  Estimated Accuracy
 GK0167;SPC TX N     - 1,233,250.      257,560.      MT  (+/- 180 meters Scaled)
 GK0167
 GK0167                          SUPERSEDED SURVEY CONTROL
 GK0167
 GK0167  NGVD 29 (??/??/92)  919.930  (m)         3018.14   (f) ADJ UNCH    2 0
 GK0167
 GK0167.Superseded values are not recommended for survey control.
 GK0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0167.See file dsdata.txt to determine how the superseded data were derived.
 GK0167
 GK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE324967(NAD 83)
 GK0167_MARKER: DB = BENCH MARK DISK
 GK0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0167_STAMPING: Q 526 1935
 GK0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0167+STABILITY: SURFACE MOTION
 GK0167
 GK0167  HISTORY     - Date     Condition        Report By
 GK0167  HISTORY     - 1935     MONUMENTED       CGS
 GK0167  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0167
 GK0167                          STATION DESCRIPTION
 GK0167
 GK0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0167'2.5 MI S FROM BULER.
 GK0167'2.5 MILES SOUTH AND 2.2 MILES WEST ALONG GRADED ROADS FROM THE OLD
 GK0167'STORE AND POST OFFICE AT BULER, 291 FEET SOUTHWEST OF THE SOUTHWEST
 GK0167'CORNER OF THE R.A. FLOWER HOUSE, AT THE CROSSING OF FENCES, AND 24.5
 GK0167'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARCD DISK, STAMPED Q
 GK0167'526 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0167
 GK0167                          STATION RECOVERY (1973)
 GK0167
 GK0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0198 ***********************************************************************
 GK0198  DESIGNATION -  Q 527
 GK0198  PID         -  GK0198
 GK0198  STATE/COUNTY-  TX/OCHILTREE
 GK0198  USGS QUAD   -  PICKETT RANCH CREEK (1973)
 GK0198
 GK0198                         *CURRENT SURVEY CONTROL
 GK0198  ___________________________________________________________________
 GK0198* NAD 83(1986)-  36 04 46.     (N)    100 41 01.     (W)     SCALED    
 GK0198* NAVD 88     -       872.630  (meters)    2862.95   (feet)  ADJUSTED  
 GK0198  ___________________________________________________________________
 GK0198  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GK0198  DYNAMIC HT  -         871.693 (meters)    2859.88  (feet)  COMP
 GK0198  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 GK0198
 GK0198  VERT ORDER  -  SECOND    CLASS 0
 GK0198
 GK0198.The horizontal coordinates were scaled from a topographic map and have
 GK0198.an estimated accuracy of +/- 6 seconds.
 GK0198
 GK0198.The orthometric height was determined by differential leveling
 GK0198.and adjusted by the National Geodetic Survey in June 1991..
 GK0198
 GK0198.The geoid height was determined by GEOID03.
 GK0198
 GK0198.The dynamic height is computed by dividing the NAVD 88
 GK0198.geopotential number by the normal gravity value computed on the
 GK0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0198.degrees latitude (g = 980.6199 gals.).
 GK0198
 GK0198.The modeled gravity was interpolated from observed gravity values.
 GK0198
 GK0198;                    North         East    Units  Estimated Accuracy
 GK0198;SPC TX N     - 1,231,000.      273,530.      MT  (+/- 180 meters Scaled)
 GK0198
 GK0198                          SUPERSEDED SURVEY CONTROL
 GK0198
 GK0198  NGVD 29 (??/??/92)  872.261  (m)         2861.74   (f) ADJ UNCH    2 0
 GK0198
 GK0198.Superseded values are not recommended for survey control.
 GK0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0198.See file dsdata.txt to determine how the superseded data were derived.
 GK0198
 GK0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE484940(NAD 83)
 GK0198_MARKER: DB = BENCH MARK DISK
 GK0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0198_STAMPING: Q 527 1935
 GK0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0198+STABILITY: SURFACE MOTION
 GK0198
 GK0198  HISTORY     - Date     Condition        Report By
 GK0198  HISTORY     - 1935     MONUMENTED       CGS
 GK0198  HISTORY     - 1973     GOOD             USGS
 GK0198
 GK0198                          STATION DESCRIPTION
 GK0198
 GK0198'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0198'5.5 MI W FROM NOLTA.
 GK0198'5.5 MILES WEST FROM THE OLD STORE AT NOTLA. FROM THE JUNCTION OF STATE
 GK0198'HWY. 70 AND FARM ROAD 281, WHICH IS 21 MILES SOUTH OF PERRYTON, TEXAS,
 GK0198'GO EAST FOR 7.2 MILES ON FARM ROAD 281 TO A T-RD SOUTH. TURN RIGHT AND
 GK0198'GO SOUTH FOR 2.0 MILES TO BEND TO THE EAST. TURN LEFT AND CONTINUE
 GK0198'EAST ON COUNTY ROAD FOR 0.5 MILE TO A RANCH ROAD NORTH. TURN LEFT ON
 GK0198'RANCH ROAD FOR 0.6 MILES TO A WINDMILL. NORTHEAST OF WINDMILL 260 FT.
 GK0198'A STANDARD BRONZE DISK STAMPED Q 527 1935 SET IN A CONCRETE POST
 GK0198'PROJECTING 1.0 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0709 ***********************************************************************
 FL0709  DESIGNATION -  Q 529
 FL0709  PID         -  FL0709
 FL0709  STATE/COUNTY-  TX/HUTCHINSON
 FL0709  USGS QUAD   -  PLEMONS (1978)
 FL0709
 FL0709                         *CURRENT SURVEY CONTROL
 FL0709  ___________________________________________________________________
 FL0709* NAD 83(1986)-  35 48 19.     (N)    101 17 27.     (W)     SCALED    
 FL0709* NAVD 88     -       827.239  (meters)    2714.03   (feet)  ADJUSTED  
 FL0709  ___________________________________________________________________
 FL0709  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FL0709  DYNAMIC HT  -         826.316 (meters)    2711.01  (feet)  COMP
 FL0709  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 FL0709
 FL0709  VERT ORDER  -  SECOND    CLASS 0
 FL0709
 FL0709.The horizontal coordinates were scaled from a topographic map and have
 FL0709.an estimated accuracy of +/- 6 seconds.
 FL0709
 FL0709.The orthometric height was determined by differential leveling
 FL0709.and adjusted by the National Geodetic Survey in June 1991..
 FL0709
 FL0709.The geoid height was determined by GEOID03.
 FL0709
 FL0709.The dynamic height is computed by dividing the NAVD 88
 FL0709.geopotential number by the normal gravity value computed on the
 FL0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0709.degrees latitude (g = 980.6199 gals.).
 FL0709
 FL0709.The modeled gravity was interpolated from observed gravity values.
 FL0709
 FL0709;                    North         East    Units  Estimated Accuracy
 FL0709;SPC TX N     - 1,200,290.      218,900.      MT  (+/- 180 meters Scaled)
 FL0709
 FL0709                          SUPERSEDED SURVEY CONTROL
 FL0709
 FL0709  NGVD 29 (??/??/92)  826.804  (m)         2712.61   (f) ADJ UNCH    2 0
 FL0709
 FL0709.Superseded values are not recommended for survey control.
 FL0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0709.See file dsdata.txt to determine how the superseded data were derived.
 FL0709
 FL0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE930647(NAD 83)
 FL0709_MARKER: DB = BENCH MARK DISK
 FL0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0709_STAMPING: Q 529 1935
 FL0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0709+STABILITY: SURFACE MOTION
 FL0709
 FL0709  HISTORY     - Date     Condition        Report By
 FL0709  HISTORY     - 1935     MONUMENTED       CGS
 FL0709
 FL0709                          STATION DESCRIPTION
 FL0709
 FL0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0709'1.0 MI NE FROM PLEMONS.
 FL0709'1.0 MILE NORTHEAST ALONG THE CANADIAN ROAD FROM THE POST OFFICE AT
 FL0709'PLEMONS, 0.6 MILE WEST OF THE JUNCTION OF A TRAIL AND A PRIVATE ROAD,
 FL0709'0.5 MILE NORTH OF THE NORTH BANK OF CANADIAN RIVER, AT THE FOOT OF THE
 FL0709'NORTH RIM OF A VALLEY, ON THE TOP OF  A LARGE SAND DUNE, AND 28 FEET
 FL0709'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Q 529
 FL0709'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0523 ***********************************************************************
 FL0523  DESIGNATION -  Q 530
 FL0523  PID         -  FL0523
 FL0523  STATE/COUNTY-  TX/ROBERTS
 FL0523  USGS QUAD   -  HORSE CREEK NORTH (1972)
 FL0523
 FL0523                         *CURRENT SURVEY CONTROL
 FL0523  ___________________________________________________________________
 FL0523* NAD 83(1986)-  35 59 09.     (N)    100 43 55.     (W)     SCALED    
 FL0523* NAVD 88     -       751.133  (meters)    2464.34   (feet)  ADJUSTED  
 FL0523  ___________________________________________________________________
 FL0523  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FL0523  DYNAMIC HT  -         750.340 (meters)    2461.74  (feet)  COMP
 FL0523  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 FL0523
 FL0523  VERT ORDER  -  SECOND    CLASS 0
 FL0523
 FL0523.The horizontal coordinates were scaled from a topographic map and have
 FL0523.an estimated accuracy of +/- 6 seconds.
 FL0523
 FL0523.The orthometric height was determined by differential leveling
 FL0523.and adjusted by the National Geodetic Survey in June 1991..
 FL0523.WARNING-Repeat measurements at this control monument indicate possible
 FL0523.vertical movement.
 FL0523
 FL0523.The geoid height was determined by GEOID03.
 FL0523
 FL0523.The dynamic height is computed by dividing the NAVD 88
 FL0523.geopotential number by the normal gravity value computed on the
 FL0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0523.degrees latitude (g = 980.6199 gals.).
 FL0523
 FL0523.The modeled gravity was interpolated from observed gravity values.
 FL0523
 FL0523;                    North         East    Units  Estimated Accuracy
 FL0523;SPC TX N     - 1,220,580.      269,260.      MT  (+/- 180 meters Scaled)
 FL0523
 FL0523                          SUPERSEDED SURVEY CONTROL
 FL0523
 FL0523  NGVD 29 (??/??/92)  750.797  (m)         2463.24   (f) ADJ UNCH    2 0
 FL0523
 FL0523.Superseded values are not recommended for survey control.
 FL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0523.See file dsdata.txt to determine how the superseded data were derived.
 FL0523
 FL0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE438837(NAD 83)
 FL0523_MARKER: DB = BENCH MARK DISK
 FL0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0523_STAMPING: Q 530 1935
 FL0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0523+STABILITY: SURFACE MOTION
 FL0523
 FL0523  HISTORY     - Date     Condition        Report By
 FL0523  HISTORY     - 1935     MONUMENTED       CGS
 FL0523  HISTORY     - 1972     GOOD             USGS
 FL0523
 FL0523                          STATION DESCRIPTION
 FL0523
 FL0523'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0523'24.9 MI NW FROM CANADIAN.
 FL0523'IN ROBERTS CO., 9.2 MI. NE AND NW ALONG U. S. HWY. 83 FROM THE POST
 FL0523'OFFICE AT CANADIAN, HEMPHILL CO., THENCE 15.7 MI. W. ALONG A RD. TO A
 FL0523'BEND N. IN THE RD. (THE APPROACH TO X-ING PICKETT RANCH CREEK) 660 FT.
 FL0523'S. OF THE BEND IN RD., 19 FT. S. OF AN E-W FE., ALSO 19 FT. S. OF A
 FL0523'METAL WITNESS SIGN.  A STANDARD DISK STAMPED Q 530 1935 AND SET IN THE
 FL0523'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0469 ***********************************************************************
 FM0469  DESIGNATION -  Q 531
 FM0469  PID         -  FM0469
 FM0469  STATE/COUNTY-  TX/HARTLEY
 FM0469  USGS QUAD   -  HUMDINGER SPRING (1971)
 FM0469
 FM0469                         *CURRENT SURVEY CONTROL
 FM0469  ___________________________________________________________________
 FM0469* NAD 83(1986)-  35 37 15.     (N)    102 40 16.     (W)     SCALED    
 FM0469* NAVD 88     -      1107.094  (meters)    3632.19   (feet)  ADJUSTED  
 FM0469  ___________________________________________________________________
 FM0469  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 FM0469  DYNAMIC HT  -        1105.796 (meters)    3627.93  (feet)  COMP
 FM0469  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 FM0469
 FM0469  VERT ORDER  -  SECOND    CLASS 0
 FM0469
 FM0469.The horizontal coordinates were scaled from a topographic map and have
 FM0469.an estimated accuracy of +/- 6 seconds.
 FM0469
 FM0469.The orthometric height was determined by differential leveling
 FM0469.and adjusted by the National Geodetic Survey in June 1991..
 FM0469
 FM0469.The geoid height was determined by GEOID03.
 FM0469
 FM0469.The dynamic height is computed by dividing the NAVD 88
 FM0469.geopotential number by the normal gravity value computed on the
 FM0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0469.degrees latitude (g = 980.6199 gals.).
 FM0469
 FM0469.The modeled gravity was interpolated from observed gravity values.
 FM0469
 FM0469;                    North         East    Units  Estimated Accuracy
 FM0469;SPC TX N     - 1,180,440.       93,920.      MT  (+/- 180 meters Scaled)
 FM0469
 FM0469                          SUPERSEDED SURVEY CONTROL
 FM0469
 FM0469  NGVD 29 (??/??/92) 1106.583  (m)         3630.51   (f) ADJ UNCH    2 0
 FM0469
 FM0469.Superseded values are not recommended for survey control.
 FM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0469.See file dsdata.txt to determine how the superseded data were derived.
 FM0469
 FM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV109443(NAD 83)
 FM0469_MARKER: DB = BENCH MARK DISK
 FM0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0469_STAMPING: Q 531 1935
 FM0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0469+STABILITY: SURFACE MOTION
 FM0469
 FM0469  HISTORY     - Date     Condition        Report By
 FM0469  HISTORY     - 1935     MONUMENTED       CGS
 FM0469  HISTORY     - 1971     GOOD             USGS
 FM0469
 FM0469                          STATION DESCRIPTION
 FM0469
 FM0469'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0469'18.4 MI SE FROM ROMERO.
 FM0469'TO REACH THE MARK FROM ROMERO, TEXAS GO NORTHEAST ALONG US HWY 54 FOR
 FM0469'1.2 MILES TO THE JUNCTION OF TEXAS FARM ROAD 767, THENCE 14.3 MILES
 FM0469'SOUTHEAST ALONG FM 767 TO THE JUNCTION OF A DIRT ROAD SOUTH.  THENCE
 FM0469'SOUTH ALONG DIRT ROAD FOR 2.9 MILES TO THE JUNCTION OF THE OLD ROAD,
 FM0469'NOW A OVERGROWN TRAIL, AND THE NEW ROAD.  THENCE 0.4 MILES SOUTH ALONG
 FM0469'THE TRAIL TO THE MARK ON THE RIGHT.  IT IS ABOUT 0.3 MILES WEST OF THE
 FM0469'NEW ROAD AND 52 FEET WEST OF THE CENTERLINE OF THE TRAIL.  A STANDARD
 FM0469'DISK STAMPED Q 531 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0529 ***********************************************************************
 EN0529  DESIGNATION -  Q 532
 EN0529  PID         -  EN0529
 EN0529  STATE/COUNTY-  TX/RANDALL
 EN0529  USGS QUAD   -  CANYON SE (1984)
 EN0529
 EN0529                         *CURRENT SURVEY CONTROL
 EN0529  ___________________________________________________________________
 EN0529* NAD 83(1986)-  34 48 56.     (N)    101 46 33.     (W)     SCALED    
 EN0529* NAVD 88     -      1078.891  (meters)    3539.66   (feet)  ADJUSTED  
 EN0529  ___________________________________________________________________
 EN0529  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EN0529  DYNAMIC HT  -        1077.566 (meters)    3535.31  (feet)  COMP
 EN0529  MODELED GRAV-     979,369.6   (mgal)                       NAVD 88
 EN0529
 EN0529  VERT ORDER  -  SECOND    CLASS 0
 EN0529
 EN0529.The horizontal coordinates were scaled from a topographic map and have
 EN0529.an estimated accuracy of +/- 6 seconds.
 EN0529
 EN0529.The orthometric height was determined by differential leveling
 EN0529.and adjusted by the National Geodetic Survey in June 1991..
 EN0529
 EN0529.The geoid height was determined by GEOID03.
 EN0529
 EN0529.The dynamic height is computed by dividing the NAVD 88
 EN0529.geopotential number by the normal gravity value computed on the
 EN0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0529.degrees latitude (g = 980.6199 gals.).
 EN0529
 EN0529.The modeled gravity was interpolated from observed gravity values.
 EN0529
 EN0529;                    North         East    Units  Estimated Accuracy
 EN0529;SPC TX N     - 1,090,510.      174,760.      MT  (+/- 180 meters Scaled)
 EN0529
 EN0529                          SUPERSEDED SURVEY CONTROL
 EN0529
 EN0529  NGVD 29 (??/??/92) 1078.432  (m)         3538.16   (f) ADJ UNCH    2 0
 EN0529
 EN0529.Superseded values are not recommended for survey control.
 EN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0529.See file dsdata.txt to determine how the superseded data were derived.
 EN0529
 EN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD460561(NAD 83)
 EN0529_MARKER: DB = BENCH MARK DISK
 EN0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0529_STAMPING: Q 532 1935
 EN0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0529+STABILITY: SURFACE MOTION
 EN0529
 EN0529  HISTORY     - Date     Condition        Report By
 EN0529  HISTORY     - 1935     MONUMENTED       CGS
 EN0529  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0529
 EN0529                          STATION DESCRIPTION
 EN0529
 EN0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0529'16.3 MI NE FROM HAPPY.
 EN0529'IN RANDALL COUNTY, 16.3 MILES NORTHEAST OF HAPPY, SWISHER COUNTY. THIS
 EN0529'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING ALONG GRADED
 EN0529'ROADS, 0.4 MILE EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH,
 EN0529'3.0 MILES EAST, 5.8 MILES NORTH, 2.0 MILES WEST, AND 0.5 MILE NORTH.
 EN0529'IT IS 5.0 MILES NORTH OF SUNNY HILL SCHOOL, 0.1 MILE SOUTH OF AN ADOBE
 EN0529'RANCH HOUSE WITH A WINDMILL AND A WATER TANK, 29 FEET EAST OF THE
 EN0529'CENTERLINE OF THE ROAD, AND 2 FEET EAST OF A NORTH-AND-SOUTH FENCE. A
 EN0529'STANDARD DISK, STAMPED Q 532 1935 AND SET IN THE TOP OF A CONCRETE
 EN0529'POST.
 EN0529
 EN0529                          STATION RECOVERY (1980)
 EN0529
 EN0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1374 ***********************************************************************
 FL1374  DESIGNATION -  Q 533
 FL1374  PID         -  FL1374
 FL1374  STATE/COUNTY-  TX/HUTCHINSON
 FL1374  USGS QUAD   -  SANFORD (1970)
 FL1374
 FL1374                         *CURRENT SURVEY CONTROL
 FL1374  ___________________________________________________________________
 FL1374* NAD 83(1986)-  35 38 34.     (N)    101 35 58.     (W)     SCALED    
 FL1374* NAVD 88     -       972.802  (meters)    3191.60   (feet)  ADJUSTED  
 FL1374  ___________________________________________________________________
 FL1374  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL1374  DYNAMIC HT  -         971.689 (meters)    3187.95  (feet)  COMP
 FL1374  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 FL1374
 FL1374  VERT ORDER  -  SECOND    CLASS 0
 FL1374
 FL1374.The horizontal coordinates were scaled from a topographic map and have
 FL1374.an estimated accuracy of +/- 6 seconds.
 FL1374
 FL1374.The orthometric height was determined by differential leveling
 FL1374.and adjusted by the National Geodetic Survey in June 1991..
 FL1374
 FL1374.The geoid height was determined by GEOID03.
 FL1374
 FL1374.The dynamic height is computed by dividing the NAVD 88
 FL1374.geopotential number by the normal gravity value computed on the
 FL1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1374.degrees latitude (g = 980.6199 gals.).
 FL1374
 FL1374.The modeled gravity was interpolated from observed gravity values.
 FL1374
 FL1374;                    North         East    Units  Estimated Accuracy
 FL1374;SPC TX N     - 1,182,250.      190,990.      MT  (+/- 180 meters Scaled)
 FL1374
 FL1374                          SUPERSEDED SURVEY CONTROL
 FL1374
 FL1374  NGVD 29 (??/??/92)  972.344  (m)         3190.10   (f) ADJ UNCH    2 0
 FL1374
 FL1374.Superseded values are not recommended for survey control.
 FL1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1374.See file dsdata.txt to determine how the superseded data were derived.
 FL1374
 FL1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE646474(NAD 83)
 FL1374_MARKER: DB = BENCH MARK DISK
 FL1374_SETTING: 0 = UNSPECIFIED SETTING
 FL1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1374
 FL1374  HISTORY     - Date     Condition        Report By
 FL1374  HISTORY     - UNK      MONUMENTED       CGS
 FL1374  HISTORY     - 1941     GOOD             TXHD
 FL1374
 FL1374                          STATION DESCRIPTION
 FL1374
 FL1374'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1941
 FL1374'IN FRITCH.
 FL1374'FRITCH, HOWEVER, IS IN HUTCHINSON COUNTY AND NOT CARSON COUNTY AS
 FL1374'SHOWN IN THE DESCRIPTION.  THE BEARING OF THE MAIN TRACK OF THE
 FL1374'RAILROAD TO WHICH THIS MARK IS TIED IS VERY NEARLY NORTH 45 DEGREES 00
 FL1374'MINUTES WEST, AND IT APPEARS THAT THE DESCRIPTION SHOULD READ-- AT
 FL1374'FRITCH, HUTCHINSON COUNTY, ABOUT 11 RAILS NORTHWEST OF THE CHICAGO,
 FL1374'ROCK ISLAND AND GULF RAILWAY STATION, ABOUT 9 RAILS SOUTHEAST OF A
 FL1374'SWITCHSTAND, ABOUT 147.6 FEET SOUTHWEST OF THE WEST RAIL OF THE MAIN
 FL1374'TRACK, AND ABOUT 105 FEET NORTHWEST OF A PIPE LINE.  THE WATER TANK
 FL1374'REFERRED TO IN THE ORIGINAL DESCRIPTION HAS OBVIOUSLY BEEN MOVED,
 FL1374'SINCE THE NEAREST TANK IS ABOUT 300 FEET FROM THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0475 ***********************************************************************
 FM0475  DESIGNATION -  Q 534
 FM0475  PID         -  FM0475
 FM0475  STATE/COUNTY-  TX/OLDHAM
 FM0475  USGS QUAD   -  MANY POST CAMP (1971)
 FM0475
 FM0475                         *CURRENT SURVEY CONTROL
 FM0475  ___________________________________________________________________
 FM0475* NAD 83(1986)-  35 33 49.     (N)    102 30 32.     (W)     SCALED    
 FM0475* NAVD 88     -      1019.589  (meters)    3345.10   (feet)  POSTED    
 FM0475  ___________________________________________________________________
 FM0475  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 FM0475  DYNAMIC HT  -        1018.390 (meters)    3341.17  (feet)  COMP
 FM0475  MODELED GRAV-     979,425.6   (mgal)                       NAVD 88
 FM0475
 FM0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FM0475
 FM0475.The horizontal coordinates were scaled from a topographic map and have
 FM0475.an estimated accuracy of +/- 6 seconds.
 FM0475
 FM0475.The orthometric height was determined by differential leveling
 FM0475.and adjusted by the National Geodetic Survey in 1992..
 FM0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FM0475.rate of 0.0 thru 1.0 mm/km.
 FM0475
 FM0475.The geoid height was determined by GEOID03.
 FM0475
 FM0475.The dynamic height is computed by dividing the NAVD 88
 FM0475.geopotential number by the normal gravity value computed on the
 FM0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0475.degrees latitude (g = 980.6199 gals.).
 FM0475
 FM0475.The modeled gravity was interpolated from observed gravity values.
 FM0475
 FM0475;                    North         East    Units  Estimated Accuracy
 FM0475;SPC TX N     - 1,173,930.      108,550.      MT  (+/- 180 meters Scaled)
 FM0475
 FM0475                          SUPERSEDED SURVEY CONTROL
 FM0475
 FM0475  NGVD 29 (??/??/92) 1019.085  (m)         3343.45   (f) ADJ UNCH    2 0
 FM0475
 FM0475.Superseded values are not recommended for survey control.
 FM0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0475.See file dsdata.txt to determine how the superseded data were derived.
 FM0475
 FM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV257384(NAD 83)
 FM0475_MARKER: DB = BENCH MARK DISK
 FM0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0475_STAMPING: Q 534 1935
 FM0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0475+STABILITY: SURFACE MOTION
 FM0475
 FM0475  HISTORY     - Date     Condition        Report By
 FM0475  HISTORY     - 1935     MONUMENTED       CGS
 FM0475  HISTORY     - 1971     GOOD             USGS
 FM0475
 FM0475                          STATION DESCRIPTION
 FM0475
 FM0475'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0475'24.9 MI NE FROM ADRIAN.
 FM0475'TO REACH FROM THE JCT OF US HWY 385 AND FARM ROAD 767 IN CHANNING GO
 FM0475'WEST ON FM 767 FOR 12.0 MILES TO A BLADED ROAD ON THE LEFT, TURN LEFT
 FM0475'THROUGH CATTLEGUARD AND GO SOUTH 4.0 MILES THROUGH FOY PROCTOR RANCH
 FM0475'TO CG AT ENTRANCE TO R H FULTON RANCH CONTINUE SOUTH ON GRADED ROAD
 FM0475'FOR 2.4 MILES TO A ROAD FORK, CONTINUE SOUTH ON LEFT FORK, FOR 0.7
 FM0475'MILES TO THE JCT WITH A ROAD LEADING EAST, TURN LEFT AND GO EAST 0.4
 FM0475'MILES TO THE JCT WITH A DIM ROAD RUNNING NORTHEAST ABOUT 500 FEET
 FM0475'NORTHWEST OF A SAND WASH, TURN LEFT ON DIM ROAD FOR 0.3 MILES TO THE
 FM0475'BM ON THE LEFT BM IS ABOUT 400 FEET WEST OF A SAND WASH, 35 FEET
 FM0475'NORTHWEST OF THE ROAD AND ABOUT 150 FEET EAST OF A SMALL ISOLATED
 FM0475'HILL.  A STANDARD DISK STMAPED Q 534 1935 SET IN THE TOP OF A CONCRETE
 FM0475'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1021 ***********************************************************************
 FL1021  DESIGNATION -  Q 536
 FL1021  PID         -  FL1021
 FL1021  STATE/COUNTY-  TX/CARSON
 FL1021  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1021
 FL1021                         *CURRENT SURVEY CONTROL
 FL1021  ___________________________________________________________________
 FL1021* NAD 83(1986)-  35 18 25.     (N)    101 28 33.     (W)     SCALED    
 FL1021* NAVD 88     -      1067.113  (meters)    3501.02   (feet)  ADJUSTED  
 FL1021  ___________________________________________________________________
 FL1021  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1021  DYNAMIC HT  -        1065.852 (meters)    3496.88  (feet)  COMP
 FL1021  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 FL1021
 FL1021  VERT ORDER  -  SECOND    CLASS 0
 FL1021
 FL1021.The horizontal coordinates were scaled from a topographic map and have
 FL1021.an estimated accuracy of +/- 6 seconds.
 FL1021
 FL1021.The orthometric height was determined by differential leveling
 FL1021.and adjusted by the National Geodetic Survey in June 1991..
 FL1021
 FL1021.The geoid height was determined by GEOID03.
 FL1021
 FL1021.The dynamic height is computed by dividing the NAVD 88
 FL1021.geopotential number by the normal gravity value computed on the
 FL1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1021.degrees latitude (g = 980.6199 gals.).
 FL1021
 FL1021.The modeled gravity was interpolated from observed gravity values.
 FL1021
 FL1021;                    North         East    Units  Estimated Accuracy
 FL1021;SPC TX N     - 1,144,990.      202,200.      MT  (+/- 180 meters Scaled)
 FL1021
 FL1021                          SUPERSEDED SURVEY CONTROL
 FL1021
 FL1021  NGVD 29 (??/??/92) 1066.596  (m)         3499.32   (f) ADJ UNCH    2 0
 FL1021
 FL1021.Superseded values are not recommended for survey control.
 FL1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1021.See file dsdata.txt to determine how the superseded data were derived.
 FL1021
 FL1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE749098(NAD 83)
 FL1021_MARKER: DB = BENCH MARK DISK
 FL1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1021_STAMPING: Q 536 1935
 FL1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1021+STABILITY: SURFACE MOTION
 FL1021
 FL1021  HISTORY     - Date     Condition        Report By
 FL1021  HISTORY     - 1935     MONUMENTED       CGS
 FL1021  HISTORY     - 1974     GOOD             NGS
 FL1021
 FL1021                          STATION DESCRIPTION
 FL1021
 FL1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1021'5.5 MI W FROM PANHANDLE.
 FL1021'FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 207, WHICH
 FL1021'IS LOCATED ON THE WEST EDGE OF PANHANDLE.  GO WEST ON U.S. HWY. 60 FOR
 FL1021'5.65 MILES TO MARK ON THE RIGHT, BETWEEN U.S. HWY. 60 AND RAILROAD
 FL1021'TRACKS.  STANDARD BENCH MARK DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FL1021'POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED Q 536 1935. IT IS 7
 FL1021'RAILS WEST OF MILE-POST 532, 144 FEET EAST OF THE NORTHEAST CORNER OF
 FL1021'CONCRETE CULVERT, 42 FEET NORTH OF THE CENTER-LINE OF THE WEST BOUND
 FL1021'TRAFFIC LANE OF U.S. HWY.60, 41 FEET SOUTH OF THE SOUTH RAIL OF
 FL1021'RAILROAD TRACKS, 3 FEET NORTHEAST OF A TELEPHONE POLE AND 1-FOOT WEST
 FL1021'OF A METAL WITNESS POST.  NOTE -- THE MARK WAS FOUND SLIGHTLY LOOSE IN
 FL1021'THE GROUND, BUT IS NOT SCARRED BY BEING HIT BY MACHINERY. ITS BELIEVED
 FL1021'THAT THE MARK HAS NOT BEEN MOVED FROM ITS ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0156 ***********************************************************************
 FM0156  DESIGNATION -  Q 538
 FM0156  PID         -  FM0156
 FM0156  STATE/COUNTY-  TX/MOORE
 FM0156  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0156
 FM0156                         *CURRENT SURVEY CONTROL
 FM0156  ___________________________________________________________________
 FM0156* NAD 83(1986)-  35 45 53.     (N)    102 08 21.     (W)     SCALED    
 FM0156* NAVD 88     -      1150.222  (meters)    3773.69   (feet)  ADJUSTED  
 FM0156  ___________________________________________________________________
 FM0156  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FM0156  DYNAMIC HT  -        1148.868 (meters)    3769.24  (feet)  COMP
 FM0156  MODELED GRAV-     979,416.2   (mgal)                       NAVD 88
 FM0156
 FM0156  VERT ORDER  -  SECOND    CLASS 0
 FM0156
 FM0156.The horizontal coordinates were scaled from a topographic map and have
 FM0156.an estimated accuracy of +/- 6 seconds.
 FM0156
 FM0156.The orthometric height was determined by differential leveling
 FM0156.and adjusted by the National Geodetic Survey in June 1991..
 FM0156
 FM0156.The geoid height was determined by GEOID03.
 FM0156
 FM0156.The dynamic height is computed by dividing the NAVD 88
 FM0156.geopotential number by the normal gravity value computed on the
 FM0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0156.degrees latitude (g = 980.6199 gals.).
 FM0156
 FM0156.The modeled gravity was interpolated from observed gravity values.
 FM0156
 FM0156;                    North         East    Units  Estimated Accuracy
 FM0156;SPC TX N     - 1,195,960.      142,200.      MT  (+/- 180 meters Scaled)
 FM0156
 FM0156                          SUPERSEDED SURVEY CONTROL
 FM0156
 FM0156  NGVD 29 (??/??/92) 1149.662  (m)         3771.85   (f) ADJ UNCH    2 0
 FM0156
 FM0156.Superseded values are not recommended for survey control.
 FM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0156.See file dsdata.txt to determine how the superseded data were derived.
 FM0156
 FM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV586616(NAD 83)
 FM0156_MARKER: DB = BENCH MARK DISK
 FM0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0156_STAMPING: Q-538 1935
 FM0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0156+STABILITY: SURFACE MOTION
 FM0156
 FM0156  HISTORY     - Date     Condition        Report By
 FM0156  HISTORY     - 1935     MONUMENTED       CGS
 FM0156
 FM0156                          STATION DESCRIPTION
 FM0156
 FM0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0156'15.6 MI SW FROM DUMAS.
 FM0156'TO REACH BENCHMARK FROM COURT HOUSE GO 0.5 MILE SOUTH ALONG HIGHWAY
 FM0156'NO. 9, THENCE 2.4 MILES WEST TO SOUTH TURN IN ROAD, CONTINUE THENCE
 FM0156'WEST 1.0 MILE ALONG TRAIL AND POLE LINE, THENCE SOUTH ALONG FENCE AND
 FM0156'POLE LINE 1.9 MILES TO JUNCTION OF TRAIL AND ROAD, CONTINUE THENCE
 FM0156'SOUTH ALONG GRADED ROAD 1.1 MILES TO ROAD JUNCTION, THENCE WEST 4.9
 FM0156'MILES TO FENCE CROSSING ROAD, THENCE SOUTH 3.0 MILES ALONG TRAIL TO
 FM0156'MIDDLE WELLS SCHOOL, THENCE WEST 0.8 MILE.  BENCHMARK IS SET ALONG
 FM0156'GRADED ROAD 0.7 MILE WEST OF MIDDLE WELLS SCHOOL DISTRICT NO. 3
 FM0156'APPROXIMATELY 0.1 MILE EAST OF ROAD LEADING TO SMALL BROWN RANCH
 FM0156'HOUSE.  BEING 42.0 FEET NORTH OF CENTER-LINE OF ROAD, AND 17.0 FEET
 FM0156'NORTH OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0364 ***********************************************************************
 FM0364  DESIGNATION -  Q 540
 FM0364  PID         -  FM0364
 FM0364  STATE/COUNTY-  TX/RANDALL
 FM0364  USGS QUAD   -  BIVINS LAKE (1984)
 FM0364
 FM0364                         *CURRENT SURVEY CONTROL
 FM0364  ___________________________________________________________________
 FM0364* NAD 83(1986)-  35 01 34.     (N)    102 05 46.     (W)     SCALED    
 FM0364* NAVD 88     -      1115.075  (meters)    3658.38   (feet)  ADJUSTED  
 FM0364  ___________________________________________________________________
 FM0364  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 FM0364  DYNAMIC HT  -        1113.708 (meters)    3653.89  (feet)  COMP
 FM0364  MODELED GRAV-     979,370.4   (mgal)                       NAVD 88
 FM0364
 FM0364  VERT ORDER  -  SECOND    CLASS 0
 FM0364
 FM0364.The horizontal coordinates were scaled from a topographic map and have
 FM0364.an estimated accuracy of +/- 6 seconds.
 FM0364
 FM0364.The orthometric height was determined by differential leveling
 FM0364.and adjusted by the National Geodetic Survey in June 1991..
 FM0364
 FM0364.The geoid height was determined by GEOID03.
 FM0364
 FM0364.The dynamic height is computed by dividing the NAVD 88
 FM0364.geopotential number by the normal gravity value computed on the
 FM0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0364.degrees latitude (g = 980.6199 gals.).
 FM0364
 FM0364.The modeled gravity was interpolated from observed gravity values.
 FM0364
 FM0364;                    North         East    Units  Estimated Accuracy
 FM0364;SPC TX N     - 1,114,000.      145,600.      MT  (+/- 180 meters Scaled)
 FM0364
 FM0364                          SUPERSEDED SURVEY CONTROL
 FM0364
 FM0364  NGVD 29 (??/??/92) 1114.569  (m)         3656.72   (f) ADJ UNCH    2 0
 FM0364
 FM0364.Superseded values are not recommended for survey control.
 FM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0364.See file dsdata.txt to determine how the superseded data were derived.
 FM0364
 FM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU649797(NAD 83)
 FM0364_MARKER: DB = BENCH MARK DISK
 FM0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0364_STAMPING: Q 540 1935
 FM0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0364+STABILITY: SURFACE MOTION
 FM0364
 FM0364  HISTORY     - Date     Condition        Report By
 FM0364  HISTORY     - 1935     MONUMENTED       CGS
 FM0364  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0364  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0364
 FM0364                          STATION DESCRIPTION
 FM0364
 FM0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0364'7.3 MI S FROM BUSHLAND.
 FM0364'IN RANDALL COUNTY, 7.3 MILES SOUTH ALONG THE UMBARGER ROAD FROM THE
 FM0364'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT BUSHLAND, POTTER
 FM0364'COUNTY, THENCE 1.6 MILES WEST, 4.3 MILES SOUTH ALONG GRADED ROADS, 0.3
 FM0364'MILE SOUTH OF A LARGE STUCCO RANCH HOUSE ON THE NORTH SLOPE OF A
 FM0364'VALLEY, 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN IRON BRIDGE,
 FM0364'ON THE SOUTH BANK OF A CREEK FLANKED BY LARGE TREES, 39 FEET EAST OF
 FM0364'THE CENTERLINE OF THE ROAD, 1.8 FEET NORTH OF THE FENCE, AND SET IN
 FM0364'THE TOP OF A CONCRETE POST.
 FM0364
 FM0364                          STATION RECOVERY (1961)
 FM0364
 FM0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0364'MARK NOT FOUND.
 FM0364
 FM0364                          STATION RECOVERY (1980)
 FM0364
 FM0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0731 ***********************************************************************
 FL0731  DESIGNATION -  Q 541
 FL0731  PID         -  FL0731
 FL0731  STATE/COUNTY-  TX/ROBERTS
 FL0731  USGS QUAD   -  ADOBE CREEK SE (1971)
 FL0731
 FL0731                         *CURRENT SURVEY CONTROL
 FL0731  ___________________________________________________________________
 FL0731* NAD 83(1986)-  35 51 51.     (N)    101 03 18.     (W)     SCALED    
 FL0731* NAVD 88     -       852.455  (meters)    2796.76   (feet)  ADJUSTED  
 FL0731  ___________________________________________________________________
 FL0731  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FL0731  DYNAMIC HT  -         851.524 (meters)    2793.71  (feet)  COMP
 FL0731  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 FL0731
 FL0731  VERT ORDER  -  SECOND    CLASS 0
 FL0731
 FL0731.The horizontal coordinates were scaled from a topographic map and have
 FL0731.an estimated accuracy of +/- 6 seconds.
 FL0731
 FL0731.The orthometric height was determined by differential leveling
 FL0731.and adjusted by the National Geodetic Survey in June 1991..
 FL0731
 FL0731.The geoid height was determined by GEOID03.
 FL0731
 FL0731.The dynamic height is computed by dividing the NAVD 88
 FL0731.geopotential number by the normal gravity value computed on the
 FL0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0731.degrees latitude (g = 980.6199 gals.).
 FL0731
 FL0731.The modeled gravity was interpolated from observed gravity values.
 FL0731
 FL0731;                    North         East    Units  Estimated Accuracy
 FL0731;SPC TX N     - 1,206,900.      240,190.      MT  (+/- 180 meters Scaled)
 FL0731
 FL0731                          SUPERSEDED SURVEY CONTROL
 FL0731
 FL0731  NGVD 29 (??/??/92)  852.046  (m)         2795.42   (f) ADJ UNCH    2 0
 FL0731
 FL0731.Superseded values are not recommended for survey control.
 FL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0731.See file dsdata.txt to determine how the superseded data were derived.
 FL0731
 FL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE144708(NAD 83)
 FL0731_MARKER: DB = BENCH MARK DISK
 FL0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0731_STAMPING: Q 541 1935
 FL0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0731+STABILITY: SURFACE MOTION
 FL0731
 FL0731  HISTORY     - Date     Condition        Report By
 FL0731  HISTORY     - 1935     MONUMENTED       CGS
 FL0731
 FL0731                          STATION DESCRIPTION
 FL0731
 FL0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0731'26.8 MI N FROM PAMPA.
 FL0731'IN ROBERTS COUNTY, 26.8 MILES NORTH OF PAMPA, GRAY COUNTY.  THIS BENCH
 FL0731'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 7.4 MILES NORTH, 2.0
 FL0731'MILES WEST, AND 0.8 MILE NORTH ALONG GRADED ROADS AND THENCE 16.6
 FL0731'MILES NORTHWEST ALONG A TRAIL, 3.5 MILES SOUTH OF THE SOUTH BANK OF
 FL0731'CANADIAN RIVER, AT AN AUTOMOBILE GATE, 84.7 FEET WEST OF A NORTH-SOUTH
 FL0731'FENCE, 33.6 FEET EAST OF THE CENTERLINE OF THE TRAIL, 30.5 FEET EAST
 FL0731'OF THE EAST END OF THE GATE, AND 3.2 FEET NORTH OF THE SECTION-LINE
 FL0731'FENCE.  A STANDARD DISK, STAMPED Q 541 1935 AND SET IN THE TOP OF A
 FL0731'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0770 ***********************************************************************
 FL0770  DESIGNATION -  Q 542
 FL0770  PID         -  FL0770
 FL0770  STATE/COUNTY-  TX/HUTCHINSON
 FL0770  USGS QUAD   -  PHILLIPS (1978)
 FL0770
 FL0770                         *CURRENT SURVEY CONTROL
 FL0770  ___________________________________________________________________
 FL0770* NAD 83(1986)-  35 39 57.     (N)    101 21 20.     (W)     SCALED    
 FL0770* NAVD 88     -       892.049  (meters)    2926.66   (feet)  ADJUSTED  
 FL0770  ___________________________________________________________________
 FL0770  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 FL0770  DYNAMIC HT  -         891.052 (meters)    2923.39  (feet)  COMP
 FL0770  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 FL0770
 FL0770  VERT ORDER  -  SECOND    CLASS 0
 FL0770
 FL0770.The horizontal coordinates were scaled from a topographic map and have
 FL0770.an estimated accuracy of +/- 6 seconds.
 FL0770
 FL0770.The orthometric height was determined by differential leveling
 FL0770.and adjusted by the National Geodetic Survey in June 1991..
 FL0770
 FL0770.The geoid height was determined by GEOID03.
 FL0770
 FL0770.The dynamic height is computed by dividing the NAVD 88
 FL0770.geopotential number by the normal gravity value computed on the
 FL0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0770.degrees latitude (g = 980.6199 gals.).
 FL0770
 FL0770.The modeled gravity was interpolated from observed gravity values.
 FL0770
 FL0770;                    North         East    Units  Estimated Accuracy
 FL0770;SPC TX N     - 1,184,810.      213,080.      MT  (+/- 180 meters Scaled)
 FL0770
 FL0770                          SUPERSEDED SURVEY CONTROL
 FL0770
 FL0770  NGVD 29 (??/??/92)  891.603  (m)         2925.20   (f) ADJ UNCH    2 0
 FL0770
 FL0770.Superseded values are not recommended for survey control.
 FL0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0770.See file dsdata.txt to determine how the superseded data were derived.
 FL0770
 FL0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE867494(NAD 83)
 FL0770_MARKER: DB = BENCH MARK DISK
 FL0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0770_STAMPING: Q 542 1935
 FL0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0770+STABILITY: SURFACE MOTION
 FL0770
 FL0770  HISTORY     - Date     Condition        Report By
 FL0770  HISTORY     - 1935     MONUMENTED       CGS
 FL0770  HISTORY     - 1953     GOOD             NGS
 FL0770  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0770
 FL0770                          STATION DESCRIPTION
 FL0770
 FL0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0770'2.0 MI E FROM BORGER.
 FL0770'2.0 MILES EAST OF BORGER, HUTCHINSON COUNTY.  THIS MARK WAY BE REACHED
 FL0770'FROM THE POST OFFICE BY GOING SOUTH TWO BLOCKS TO THIRD STREET (STATE
 FL0770'HIGHWAY 152), THENCE EAST 2.0 MILES.  THE MARK IS LOCATED 79 FEET
 FL0770'NORTH OF THE CENTERLINE OF STATE HIGHWAY 152, 20 FEET NORTH OF THE
 FL0770'FENCE LINE, AND 370 FEET WEST OF A DIM ROAD NORTHEAST. A STANDARD
 FL0770'DISK, STAMPED Q 542 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0770
 FL0770                          STATION RECOVERY (1971)
 FL0770
 FL0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0577 ***********************************************************************
 FL0577  DESIGNATION -  Q 543
 FL0577  PID         -  FL0577
 FL0577  STATE/COUNTY-  TX/ROBERTS
 FL0577  USGS QUAD   -  HORSE CREEK SOUTH (1972)
 FL0577
 FL0577                         *CURRENT SURVEY CONTROL
 FL0577  ___________________________________________________________________
 FL0577* NAD 83(1986)-  35 46 32.     (N)    100 38 09.     (W)     SCALED    
 FL0577* NAVD 88     -       914.019  (meters)    2998.74   (feet)  ADJUSTED  
 FL0577  ___________________________________________________________________
 FL0577  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FL0577  DYNAMIC HT  -         913.013 (meters)    2995.44  (feet)  COMP
 FL0577  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 FL0577
 FL0577  VERT ORDER  -  SECOND    CLASS 0
 FL0577
 FL0577.The horizontal coordinates were scaled from a topographic map and have
 FL0577.an estimated accuracy of +/- 6 seconds.
 FL0577
 FL0577.The orthometric height was determined by differential leveling
 FL0577.and adjusted by the National Geodetic Survey in June 1991..
 FL0577
 FL0577.The geoid height was determined by GEOID03.
 FL0577
 FL0577.The dynamic height is computed by dividing the NAVD 88
 FL0577.geopotential number by the normal gravity value computed on the
 FL0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0577.degrees latitude (g = 980.6199 gals.).
 FL0577
 FL0577.The modeled gravity was interpolated from observed gravity values.
 FL0577
 FL0577;                    North         East    Units  Estimated Accuracy
 FL0577;SPC TX N     - 1,197,320.      278,130.      MT  (+/- 180 meters Scaled)
 FL0577
 FL0577                          SUPERSEDED SURVEY CONTROL
 FL0577
 FL0577  NGVD 29 (??/??/92)  913.625  (m)         2997.45   (f) ADJ UNCH    2 0
 FL0577
 FL0577.Superseded values are not recommended for survey control.
 FL0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0577.See file dsdata.txt to determine how the superseded data were derived.
 FL0577
 FL0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE521602(NAD 83)
 FL0577_MARKER: DB = BENCH MARK DISK
 FL0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0577_STAMPING: Q 543 1935
 FL0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0577+STABILITY: SURFACE MOTION
 FL0577
 FL0577  HISTORY     - Date     Condition        Report By
 FL0577  HISTORY     - 1935     MONUMENTED       CGS
 FL0577  HISTORY     - 1972     GOOD             USGS
 FL0577
 FL0577                          STATION DESCRIPTION
 FL0577
 FL0577'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0577'10.0 MI NE FROM MIAMI.
 FL0577'4.9 MI. NW ALONG STATE HWY.  283, THENCE 5.1 MI.  NE ALONG A GRADED
 FL0577'RD., FROM THE POST OFFICE A MIAMI, 30 FT. N. OF THE CENTERLINE OF RD.
 FL0577'AND CATTLE GUARD, 1.7 FT. E OF FE. (N. GATE POST OF WIRE GATE) A
 FL0577'STANDARD DISK STAMPED Q 543 1935 AND SET IN THE TOP OF A CONCRETE
 FL0577'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0554 ***********************************************************************
 FL0554  DESIGNATION -  Q 544
 FL0554  PID         -  FL0554
 FL0554  STATE/COUNTY-  TX/ROBERTS
 FL0554  USGS QUAD   -  HORSE CREEK NORTH (1972)
 FL0554
 FL0554                         *CURRENT SURVEY CONTROL
 FL0554  ___________________________________________________________________
 FL0554* NAD 83(1986)-  35 55 56.     (N)    100 44 47.     (W)     SCALED    
 FL0554* NAVD 88     -       772.335  (meters)    2533.90   (feet)  ADJUSTED  
 FL0554  ___________________________________________________________________
 FL0554  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FL0554  DYNAMIC HT  -         771.507 (meters)    2531.19  (feet)  COMP
 FL0554  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 FL0554
 FL0554  VERT ORDER  -  SECOND    CLASS 0
 FL0554
 FL0554.The horizontal coordinates were scaled from a topographic map and have
 FL0554.an estimated accuracy of +/- 6 seconds.
 FL0554
 FL0554.The orthometric height was determined by differential leveling
 FL0554.and adjusted by the National Geodetic Survey in June 1991..
 FL0554
 FL0554.The geoid height was determined by GEOID03.
 FL0554
 FL0554.The dynamic height is computed by dividing the NAVD 88
 FL0554.geopotential number by the normal gravity value computed on the
 FL0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0554.degrees latitude (g = 980.6199 gals.).
 FL0554
 FL0554.The modeled gravity was interpolated from observed gravity values.
 FL0554
 FL0554;                    North         East    Units  Estimated Accuracy
 FL0554;SPC TX N     - 1,214,620.      268,000.      MT  (+/- 180 meters Scaled)
 FL0554
 FL0554                          SUPERSEDED SURVEY CONTROL
 FL0554
 FL0554  NGVD 29 (??/??/92)  771.970  (m)         2532.70   (f) ADJ UNCH    2 0
 FL0554
 FL0554.Superseded values are not recommended for survey control.
 FL0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0554.See file dsdata.txt to determine how the superseded data were derived.
 FL0554
 FL0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE424778(NAD 83)
 FL0554_MARKER: DB = BENCH MARK DISK
 FL0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0554_STAMPING: Q 544 1935
 FL0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0554+STABILITY: SURFACE MOTION
 FL0554
 FL0554  HISTORY     - Date     Condition        Report By
 FL0554  HISTORY     - 1935     MONUMENTED       CGS
 FL0554  HISTORY     - 1972     MARK NOT FOUND   NGS
 FL0554
 FL0554                          STATION DESCRIPTION
 FL0554
 FL0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0554'21.7 MI NW FROM MIAMI.
 FL0554'21.7 MILES NORTHWEST ALONG A GRADED ROAD AND A TRAIL FROM THE POST
 FL0554'OFFICE AT MIAMI, SOUTH OF CANADIAN RIVER, 65.4 FEET SOUTH OF THE
 FL0554'SOUTHWEST CORNER OF A RANCH HOUSE, 29.7 FEET EAST OF THE CENTERLINE OF
 FL0554'THE TRAIL, AND 2.7 FEET WEST OF THE YARD FENCE.  A STANDARD DISK,
 FL0554'STAMPED Q 544 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0554
 FL0554                          STATION RECOVERY (1972)
 FL0554
 FL0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FL0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0970 ***********************************************************************
 FL0970  DESIGNATION -  Q 545
 FL0970  PID         -  FL0970
 FL0970  STATE/COUNTY-  TX/CARSON
 FL0970  USGS QUAD   -  CUYLER (1978)
 FL0970
 FL0970                         *CURRENT SURVEY CONTROL
 FL0970  ___________________________________________________________________
 FL0970* NAD 83(1986)-  35 26 35.     (N)    101 15 25.     (W)     SCALED    
 FL0970* NAVD 88     -      1039.653  (meters)    3410.93   (feet)  ADJUSTED  
 FL0970  ___________________________________________________________________
 FL0970  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL0970  DYNAMIC HT  -        1038.464 (meters)    3407.03  (feet)  COMP
 FL0970  MODELED GRAV-     979,454.1   (mgal)                       NAVD 88
 FL0970
 FL0970  VERT ORDER  -  SECOND    CLASS 0
 FL0970
 FL0970.The horizontal coordinates were scaled from a topographic map and have
 FL0970.an estimated accuracy of +/- 6 seconds.
 FL0970
 FL0970.The orthometric height was determined by differential leveling
 FL0970.and adjusted by the National Geodetic Survey in June 1991..
 FL0970
 FL0970.The geoid height was determined by GEOID03.
 FL0970
 FL0970.The dynamic height is computed by dividing the NAVD 88
 FL0970.geopotential number by the normal gravity value computed on the
 FL0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0970.degrees latitude (g = 980.6199 gals.).
 FL0970
 FL0970.The modeled gravity was interpolated from observed gravity values.
 FL0970
 FL0970;                    North         East    Units  Estimated Accuracy
 FL0970;SPC TX N     - 1,160,120.      222,070.      MT  (+/- 180 meters Scaled)
 FL0970
 FL0970                          SUPERSEDED SURVEY CONTROL
 FL0970
 FL0970  NGVD 29 (??/??/92) 1039.18   (m)         3409.4    (f) COMPUTED    2 0
 FL0970
 FL0970.Superseded values are not recommended for survey control.
 FL0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0970.See file dsdata.txt to determine how the superseded data were derived.
 FL0970
 FL0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE951245(NAD 83)
 FL0970_MARKER: DB = BENCH MARK DISK
 FL0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0970_STAMPING: Q 545 1935
 FL0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0970+STABILITY: SURFACE MOTION
 FL0970
 FL0970  HISTORY     - Date     Condition        Report By
 FL0970  HISTORY     - 1935     MONUMENTED       CGS
 FL0970  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0970
 FL0970                          STATION DESCRIPTION
 FL0970
 FL0970'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0970'5.7 MI SW FROM WHITE DEER.
 FL0970'5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 FL0970'WHITE DEER, CARSON COUNTY, 3.5 MILES NORTH ALONG A GRADED ROAD.  AT
 FL0970'THE JUNCTION OF A ROAD LEADING WEST, 42.4 FEET NORTHEAST OF THE CENTER
 FL0970'OF THE JUNCTION 32.8 FET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 FL0970'ROAD, 28.6 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD, AND 3.5 FET
 FL0970'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 545 1935
 FL0970'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0685 ***********************************************************************
 FL0685  DESIGNATION -  Q 546
 FL0685  PID         -  FL0685
 FL0685  STATE/COUNTY-  TX/HEMPHILL
 FL0685  USGS QUAD   -  LORA (1967)
 FL0685
 FL0685                         *CURRENT SURVEY CONTROL
 FL0685  ___________________________________________________________________
 FL0685* NAD 83(1986)-  35 38 33.     (N)    100 32 39.     (W)     SCALED    
 FL0685* NAVD 88     -       906.472  (meters)    2973.98   (feet)  ADJUSTED  
 FL0685  ___________________________________________________________________
 FL0685  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FL0685  DYNAMIC HT  -         905.472 (meters)    2970.70  (feet)  COMP
 FL0685  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 FL0685
 FL0685  VERT ORDER  -  SECOND    CLASS 0
 FL0685
 FL0685.The horizontal coordinates were scaled from a topographic map and have
 FL0685.an estimated accuracy of +/- 6 seconds.
 FL0685
 FL0685.The orthometric height was determined by differential leveling
 FL0685.and adjusted by the National Geodetic Survey in June 1991..
 FL0685
 FL0685.The geoid height was determined by GEOID03.
 FL0685
 FL0685.The dynamic height is computed by dividing the NAVD 88
 FL0685.geopotential number by the normal gravity value computed on the
 FL0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0685.degrees latitude (g = 980.6199 gals.).
 FL0685
 FL0685.The modeled gravity was interpolated from observed gravity values.
 FL0685
 FL0685;                    North         East    Units  Estimated Accuracy
 FL0685;SPC TX N     - 1,182,630.      286,560.      MT  (+/- 180 meters Scaled)
 FL0685
 FL0685                          SUPERSEDED SURVEY CONTROL
 FL0685
 FL0685  NGVD 29 (??/??/92)  906.093  (m)         2972.74   (f) ADJ UNCH    2 0
 FL0685
 FL0685.Superseded values are not recommended for survey control.
 FL0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0685.See file dsdata.txt to determine how the superseded data were derived.
 FL0685
 FL0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE601453(NAD 83)
 FL0685_MARKER: DB = BENCH MARK DISK
 FL0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0685_STAMPING: Q-546 1935
 FL0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0685+STABILITY: SURFACE MOTION
 FL0685
 FL0685  HISTORY     - Date     Condition        Report By
 FL0685  HISTORY     - 1935     MONUMENTED       CGS
 FL0685
 FL0685                          STATION DESCRIPTION
 FL0685
 FL0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0685'12.7 MI SE FROM MIAMI.
 FL0685'TO REACH BENCHMARK FROM COURT HOUSE GO 5.5 MILES EAST ALONG U.S.
 FL0685'HIGHWAY NO. 60, THENCE 7.2 MILES SOUTH ALONG GRADED ROAD.  BENCHMARK
 FL0685'IS 1.3 MILES NORTH OF T-ROAD JUNCTION.  ON TOP OF LARGE HILL.  0.1
 FL0685'MILE NORTH OF SMALL CREEK.  0.4 MILE SOUTHWEST OF RANCH HOUSE.  21.8
 FL0685'FEET EAST OF CENTER-LINE OF GRADED ROAD.  1.6 FEET WEST OF
 FL0685'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2093 ***********************************************************************
 FL2093  DESIGNATION -  Q 546 RESET
 FL2093  PID         -  FL2093
 FL2093  STATE/COUNTY-  TX/ROBERTS
 FL2093  USGS QUAD   -  LORA (1967)
 FL2093
 FL2093                         *CURRENT SURVEY CONTROL
 FL2093  ___________________________________________________________________
 FL2093* NAD 83(1986)-  35 38 33.     (N)    100 32 39.     (W)     SCALED    
 FL2093* NAVD 88     -       906.30   (meters)    2973.4    (feet)  RESET     
 FL2093  ___________________________________________________________________
 FL2093  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FL2093
 FL2093  VERT ORDER  -  THIRD
 FL2093
 FL2093.The horizontal coordinates were scaled from a topographic map and have
 FL2093.an estimated accuracy of +/- 6 seconds.
 FL2093
 FL2093.The orthometric height was computed from unverified reset data.
 FL2093
 FL2093.The geoid height was determined by GEOID03.
 FL2093
 FL2093;                    North         East    Units  Estimated Accuracy
 FL2093;SPC TX N     - 1,182,630.      286,560.      MT  (+/- 180 meters Scaled)
 FL2093
 FL2093                          SUPERSEDED SURVEY CONTROL
 FL2093
 FL2093  NGVD 29 (01/29/03)  905.92   (m)         2972.2    (f) RESET       3  
 FL2093
 FL2093.Superseded values are not recommended for survey control.
 FL2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2093.See file dsdata.txt to determine how the superseded data were derived.
 FL2093
 FL2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE601453(NAD 83)
 FL2093_MARKER: DV = VERTICAL CONTROL DISK
 FL2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2093_SP_SET: CONCRETE POST
 FL2093_STAMPING: Q 546 RESET 1978
 FL2093_MARK LOGO: NGS   
 FL2093_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2093+STABILITY: SURFACE MOTION
 FL2093
 FL2093  HISTORY     - Date     Condition        Report By
 FL2093  HISTORY     - 1978     MONUMENTED       TXHD
 FL2093
 FL2093                          STATION DESCRIPTION
 FL2093
 FL2093'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1978
 FL2093'5.5 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE COURTHOUSE IN
 FL2093'MIAMI, THENCE 4.7 MILES SOUTH ALONG A GRADED ROAD, THENCE 2.6 MILES
 FL2093'SOUTH ALONG FARM MARKET HIGHWAY 3367, 1.4 MILES NORTH OF INTERSECTION
 FL2093'OF FARM TO MARKET HIGHWAYS 1268 AND 3367, 0.4 MILE SOUTHWEST OF A
 FL2093'RANCHHOUSE, 0.1 MILE NORTH OF A SMALL CREEK, ON THE TOP AT A LARGE
 FL2093'HILL, 49 FEET EAST OF THE CENTERLINE OF FARM TO MARKET HIGHWAY 3367,
 FL2093'AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0109 ***********************************************************************
 FL0109  DESIGNATION -  Q 548
 FL0109  PID         -  FL0109
 FL0109  STATE/COUNTY-  TX/WHEELER
 FL0109  USGS QUAD   -  BRISCOE (1963)
 FL0109
 FL0109                         *CURRENT SURVEY CONTROL
 FL0109  ___________________________________________________________________
 FL0109* NAD 83(1986)-  35 34 20.     (N)    100 19 47.     (W)     SCALED    
 FL0109* NAVD 88     -       814.685  (meters)    2672.85   (feet)  ADJUSTED  
 FL0109  ___________________________________________________________________
 FL0109  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FL0109  DYNAMIC HT  -         813.794 (meters)    2669.92  (feet)  COMP
 FL0109  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 FL0109
 FL0109  VERT ORDER  -  SECOND    CLASS 0
 FL0109
 FL0109.The horizontal coordinates were scaled from a topographic map and have
 FL0109.an estimated accuracy of +/- 6 seconds.
 FL0109
 FL0109.The orthometric height was determined by differential leveling
 FL0109.and adjusted by the National Geodetic Survey in June 1991..
 FL0109
 FL0109.The geoid height was determined by GEOID03.
 FL0109
 FL0109.The dynamic height is computed by dividing the NAVD 88
 FL0109.geopotential number by the normal gravity value computed on the
 FL0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0109.degrees latitude (g = 980.6199 gals.).
 FL0109
 FL0109.The modeled gravity was interpolated from observed gravity values.
 FL0109
 FL0109;                    North         East    Units  Estimated Accuracy
 FL0109;SPC TX N     - 1,175,050.      306,070.      MT  (+/- 180 meters Scaled)
 FL0109
 FL0109                          SUPERSEDED SURVEY CONTROL
 FL0109
 FL0109  NGVD 29 (??/??/92)  814.338  (m)         2671.71   (f) ADJ UNCH    2 0
 FL0109
 FL0109.Superseded values are not recommended for survey control.
 FL0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0109.See file dsdata.txt to determine how the superseded data were derived.
 FL0109
 FL0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE795373(NAD 83)
 FL0109_MARKER: DB = BENCH MARK DISK
 FL0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0109_STAMPING: Q-548 1935
 FL0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0109+STABILITY: SURFACE MOTION
 FL0109
 FL0109  HISTORY     - Date     Condition        Report By
 FL0109  HISTORY     - 1935     MONUMENTED       CGS
 FL0109
 FL0109                          STATION DESCRIPTION
 FL0109
 FL0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0109'2.3 MI W FROM BRISCO.
 FL0109'2.3 MILES WEST ALONG A.T. AND S.F. RAILROAD BETWEEN PAMPA AND GAGEBY.
 FL0109'0.3 MILE WEST OF MILE POST 37.  51.0 FEET NORTHWEST OF CENTER-LINE OF
 FL0109'GRADE CROSSING.  47.5 FEET NORTH OF NORTH RAIL.  8.4 FEET WEST OF
 FL0109'CENTER-LINE OF GATEWAY.  1.4 FEET SOUTH OF RIGHT-OF-WAY FENCE.  1.3
 FL0109'MILES WEST OF U.S. HIGHWAY NO. 83 OVERHEAD BRIDGE.  275 YARDS
 FL0109'NORTHEAST OF BRIDGE NO. 36-D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0478 ***********************************************************************
 FL0478  DESIGNATION -  Q 550
 FL0478  PID         -  FL0478
 FL0478  STATE/COUNTY-  TX/GRAY
 FL0478  USGS QUAD   -  POND CREEK (1976)
 FL0478
 FL0478                         *CURRENT SURVEY CONTROL
 FL0478  ___________________________________________________________________
 FL0478* NAD 83(1986)-  35 24 15.     (N)    100 35 56.     (W)     SCALED    
 FL0478* NAVD 88     -       782.509  (meters)    2567.28   (feet)  ADJUSTED  
 FL0478  ___________________________________________________________________
 FL0478  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL0478  DYNAMIC HT  -         781.691 (meters)    2564.60  (feet)  COMP
 FL0478  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 FL0478
 FL0478  VERT ORDER  -  SECOND    CLASS 0
 FL0478
 FL0478.The horizontal coordinates were scaled from a topographic map and have
 FL0478.an estimated accuracy of +/- 6 seconds.
 FL0478
 FL0478.The orthometric height was determined by differential leveling
 FL0478.and adjusted by the National Geodetic Survey in June 1991..
 FL0478
 FL0478.The geoid height was determined by GEOID03.
 FL0478
 FL0478.The dynamic height is computed by dividing the NAVD 88
 FL0478.geopotential number by the normal gravity value computed on the
 FL0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0478.degrees latitude (g = 980.6199 gals.).
 FL0478
 FL0478.The modeled gravity was interpolated from observed gravity values.
 FL0478
 FL0478;                    North         East    Units  Estimated Accuracy
 FL0478;SPC TX N     - 1,156,150.      281,850.      MT  (+/- 180 meters Scaled)
 FL0478
 FL0478                          SUPERSEDED SURVEY CONTROL
 FL0478
 FL0478  NGVD 29 (??/??/92)  782.183  (m)         2566.21   (f) ADJ UNCH    2 0
 FL0478
 FL0478.Superseded values are not recommended for survey control.
 FL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0478.See file dsdata.txt to determine how the superseded data were derived.
 FL0478
 FL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE548190(NAD 83)
 FL0478_MARKER: DB = BENCH MARK DISK
 FL0478_SETTING: 0 = UNSPECIFIED SETTING
 FL0478_STAMPING: Q 550 1935
 FL0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0478
 FL0478  HISTORY     - Date     Condition        Report By
 FL0478  HISTORY     - 1935     MONUMENTED       CGS
 FL0478  HISTORY     - 1943     GOOD             NGS
 FL0478
 FL0478                          STATION DESCRIPTION
 FL0478
 FL0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0478'1.1 MI N FROM DENWORTH.
 FL0478'ABOUT 1.1 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 FL0478'DENWORTH, GRAY COUNTY, 0.2 MILE SOUTH OF A ROAD CROSSING, 0.2 MILE
 FL0478'NORTH OF THE NORTH END OF A WOODEN BRIDGE OVER RED RIVER, AT THE SLOPE
 FL0478'OF A HILL, 54.0 FEET WEST OF THE CENTER LINE OF THE ROAD, PROJECTING
 FL0478'ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE REFERENCE
 FL0478'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0851 ***********************************************************************
 FL0851  DESIGNATION -  Q 551
 FL0851  PID         -  FL0851
 FL0851  STATE/COUNTY-  TX/GRAY
 FL0851  USGS QUAD   -  LAKE MC CONNELL (1965)
 FL0851
 FL0851                         *CURRENT SURVEY CONTROL
 FL0851  ___________________________________________________________________
 FL0851* NAD 83(1986)-  35 31 03.     (N)    101 03 39.     (W)     SCALED    
 FL0851* NAVD 88     -      1001.256  (meters)    3284.95   (feet)  ADJUSTED  
 FL0851  ___________________________________________________________________
 FL0851  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL0851  DYNAMIC HT  -        1000.139 (meters)    3281.29  (feet)  COMP
 FL0851  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 FL0851
 FL0851  VERT ORDER  -  SECOND    CLASS 0
 FL0851
 FL0851.The horizontal coordinates were scaled from a topographic map and have
 FL0851.an estimated accuracy of +/- 6 seconds.
 FL0851
 FL0851.The orthometric height was determined by differential leveling
 FL0851.and adjusted by the National Geodetic Survey in June 1991..
 FL0851
 FL0851.The geoid height was determined by GEOID03.
 FL0851
 FL0851.The dynamic height is computed by dividing the NAVD 88
 FL0851.geopotential number by the normal gravity value computed on the
 FL0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0851.degrees latitude (g = 980.6199 gals.).
 FL0851
 FL0851.The modeled gravity was interpolated from observed gravity values.
 FL0851
 FL0851;                    North         East    Units  Estimated Accuracy
 FL0851;SPC TX N     - 1,168,440.      239,830.      MT  (+/- 180 meters Scaled)
 FL0851
 FL0851                          SUPERSEDED SURVEY CONTROL
 FL0851
 FL0851  NGVD 29 (??/??/92) 1000.832  (m)         3283.56   (f) ADJ UNCH    2 0
 FL0851
 FL0851.Superseded values are not recommended for survey control.
 FL0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0851.See file dsdata.txt to determine how the superseded data were derived.
 FL0851
 FL0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE131323(NAD 83)
 FL0851_MARKER: DB = BENCH MARK DISK
 FL0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0851_STAMPING: Q 551 1935
 FL0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0851+STABILITY: SURFACE MOTION
 FL0851
 FL0851  HISTORY     - Date     Condition        Report By
 FL0851  HISTORY     - 1935     MONUMENTED       CGS
 FL0851
 FL0851                          STATION DESCRIPTION
 FL0851
 FL0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0851'0.2 MI E FROM KINGS MILL.
 FL0851'0.2 MILE EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT KINGS MILL,
 FL0851'GRAY COUNTY, 2.0 MILES NORTH ALONG ANOTHER GRADED ROAD.  0.5 MILE EAST
 FL0851'OF A WHITE FARMHOUSE, AT A ROAD INTERSECTION, 39.5 FEET SOUTHWEST OF
 FL0851'THE CENTER OF THE INTERSECTION, 31.6 FEET SOUTH OF THE CENTERLINE OF
 FL0851'THE EAST-AND-WEST ROAD, 30.6 FEET WEST OF THE CENTERLINE OF THE
 FL0851'NORTH-AND-SOUTH ROAD, AND 14.5 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 FL0851'STANDARD DISK, STAMPED Q 551 1935 AND SET IN THE TOP OF A CONCRETE
 FL0851'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0848 ***********************************************************************
 FL0848  DESIGNATION -  Q 552
 FL0848  PID         -  FL0848
 FL0848  STATE/COUNTY-  TX/CARSON
 FL0848  USGS QUAD   -  SKELLYTOWN (1978)
 FL0848
 FL0848                         *CURRENT SURVEY CONTROL
 FL0848  ___________________________________________________________________
 FL0848* NAD 83(1986)-  35 30 59.     (N)    101 10 33.     (W)     SCALED    
 FL0848* NAVD 88     -      1018.128  (meters)    3340.31   (feet)  ADJUSTED  
 FL0848  ___________________________________________________________________
 FL0848  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0848  DYNAMIC HT  -        1016.995 (meters)    3336.59  (feet)  COMP
 FL0848  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 FL0848
 FL0848  VERT ORDER  -  SECOND    CLASS 0
 FL0848
 FL0848.The horizontal coordinates were scaled from a topographic map and have
 FL0848.an estimated accuracy of +/- 6 seconds.
 FL0848
 FL0848.The orthometric height was determined by differential leveling
 FL0848.and adjusted by the National Geodetic Survey in June 1991..
 FL0848
 FL0848.The geoid height was determined by GEOID03.
 FL0848
 FL0848.The dynamic height is computed by dividing the NAVD 88
 FL0848.geopotential number by the normal gravity value computed on the
 FL0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0848.degrees latitude (g = 980.6199 gals.).
 FL0848
 FL0848.The modeled gravity was interpolated from observed gravity values.
 FL0848
 FL0848;                    North         East    Units  Estimated Accuracy
 FL0848;SPC TX N     - 1,168,270.      229,400.      MT  (+/- 180 meters Scaled)
 FL0848
 FL0848                          SUPERSEDED SURVEY CONTROL
 FL0848
 FL0848  NGVD 29 (??/??/92) 1017.694  (m)         3338.88   (f) ADJ UNCH    2 0
 FL0848
 FL0848.Superseded values are not recommended for survey control.
 FL0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0848.See file dsdata.txt to determine how the superseded data were derived.
 FL0848
 FL0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE026324(NAD 83)
 FL0848_MARKER: DB = BENCH MARK DISK
 FL0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0848_STAMPING: Q 552 1935
 FL0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0848+STABILITY: SURFACE MOTION
 FL0848
 FL0848  HISTORY     - Date     Condition        Report By
 FL0848  HISTORY     - 1935     MONUMENTED       CGS
 FL0848  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0848
 FL0848                          STATION DESCRIPTION
 FL0848
 FL0848'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0848'3.7 MI S FROM SKELLYTOWN.
 FL0848'3.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0848'STATION AT SKELLYTOWN, CARSON COUNTY, 25 RAILS NORTH OF MILEPOST 6,
 FL0848'NEAR A SINCLAIR PIPE-LINE UNDERPASS, AT A ROAD CROSSING, 81.6 FEET
 FL0848'SOUTHWEST OF THE CENTER OF THE CROSSING, 71.4 FEET WEST OF THE WEST
 FL0848'RAIL, 40.2 FEET SOUTH OF THE CENTERLINE OF THE GRADED ROAD, AND 9.7
 FL0848'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 552
 FL0848'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK WAS
 FL0848'PROBABLY COVERED OR DESTROYED BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0418 ***********************************************************************
 FL0418  DESIGNATION -  Q 553
 FL0418  PID         -  FL0418
 FL0418  STATE/COUNTY-  TX/GRAY
 FL0418  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0418
 FL0418                         *CURRENT SURVEY CONTROL
 FL0418  ___________________________________________________________________
 FL0418* NAD 83(1986)-  35 15 55.     (N)    100 42 58.     (W)     SCALED    
 FL0418* NAVD 88     -       840.249  (meters)    2756.72   (feet)  ADJUSTED  
 FL0418  ___________________________________________________________________
 FL0418  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FL0418  DYNAMIC HT  -         839.342 (meters)    2753.74  (feet)  COMP
 FL0418  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 FL0418
 FL0418  VERT ORDER  -  SECOND    CLASS 0
 FL0418
 FL0418.The horizontal coordinates were scaled from a topographic map and have
 FL0418.an estimated accuracy of +/- 6 seconds.
 FL0418
 FL0418.The orthometric height was determined by differential leveling
 FL0418.and adjusted by the National Geodetic Survey in June 1991..
 FL0418
 FL0418.The geoid height was determined by GEOID03.
 FL0418
 FL0418.The dynamic height is computed by dividing the NAVD 88
 FL0418.geopotential number by the normal gravity value computed on the
 FL0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0418.degrees latitude (g = 980.6199 gals.).
 FL0418
 FL0418.The modeled gravity was interpolated from observed gravity values.
 FL0418
 FL0418;                    North         East    Units  Estimated Accuracy
 FL0418;SPC TX N     - 1,140,650.      271,320.      MT  (+/- 180 meters Scaled)
 FL0418
 FL0418                          SUPERSEDED SURVEY CONTROL
 FL0418
 FL0418  NGVD 29 (??/??/92)  839.894  (m)         2755.55   (f) ADJ UNCH    2 0
 FL0418
 FL0418.Superseded values are not recommended for survey control.
 FL0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0418.See file dsdata.txt to determine how the superseded data were derived.
 FL0418
 FL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE439038(NAD 83)
 FL0418_MARKER: DB = BENCH MARK DISK
 FL0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0418_STAMPING: Q 553 1935
 FL0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0418+STABILITY: SURFACE MOTION
 FL0418
 FL0418  HISTORY     - Date     Condition        Report By
 FL0418  HISTORY     - 1935     MONUMENTED       CGS
 FL0418  HISTORY     - 1943     GOOD             NGS
 FL0418
 FL0418                          STATION DESCRIPTION
 FL0418
 FL0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0418'7.6 MI NE FROM ALANREED.
 FL0418'7.6 MILES NORTHEAST OF ALANREED, GRAY COUNTY.  THIS BENCH MARK MAY BE
 FL0418'REACHED FROM THE POST OFFICE BY GOING 2.6 MILES EAST ALONG U.S.
 FL0418'HIGHWAY 66, THENCE 2.0 MILES NORTH, 1.3 MILES WEST AND 1.7 MILES NORTH
 FL0418'ALONG GRADED ROADS.  IT IS 0.25 MILE NORTH OF A WOODEN BRIDGE, 0.3
 FL0418'MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST ACROSS A
 FL0418'CATTLEGUARD, 27 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 53 FEET
 FL0418'NORTH OF A WILD CHINABERRY TREE.  A STANDARD DISK, STAMPED Q 553 1935
 FL0418'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0167 ***********************************************************************
 FL0167  DESIGNATION -  Q 554
 FL0167  PID         -  FL0167
 FL0167  STATE/COUNTY-  TX/WHEELER
 FL0167  USGS QUAD   -  RAMSDELL (1963)
 FL0167
 FL0167                         *CURRENT SURVEY CONTROL
 FL0167  ___________________________________________________________________
 FL0167* NAD 83(1986)-  35 12 31.     (N)    100 23 25.     (W)     SCALED    
 FL0167* NAVD 88     -       761.110  (meters)    2497.08   (feet)  ADJUSTED  
 FL0167  ___________________________________________________________________
 FL0167  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FL0167  DYNAMIC HT  -         760.307 (meters)    2494.44  (feet)  COMP
 FL0167  MODELED GRAV-     979,553.7   (mgal)                       NAVD 88
 FL0167
 FL0167  VERT ORDER  -  FIRST     CLASS II
 FL0167
 FL0167.The horizontal coordinates were scaled from a topographic map and have
 FL0167.an estimated accuracy of +/- 6 seconds.
 FL0167
 FL0167.The orthometric height was determined by differential leveling
 FL0167.and adjusted by the National Geodetic Survey in June 1991..
 FL0167
 FL0167.The geoid height was determined by GEOID03.
 FL0167
 FL0167.The dynamic height is computed by dividing the NAVD 88
 FL0167.geopotential number by the normal gravity value computed on the
 FL0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0167.degrees latitude (g = 980.6199 gals.).
 FL0167
 FL0167.The modeled gravity was interpolated from observed gravity values.
 FL0167
 FL0167;                    North         East    Units  Estimated Accuracy
 FL0167;SPC TX N     - 1,134,650.      301,040.      MT  (+/- 180 meters Scaled)
 FL0167
 FL0167                          SUPERSEDED SURVEY CONTROL
 FL0167
 FL0167  NGVD 29 (??/??/92)  760.813  (m)         2496.10   (f) ADJ UNCH    1 2
 FL0167
 FL0167.Superseded values are not recommended for survey control.
 FL0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0167.See file dsdata.txt to determine how the superseded data were derived.
 FL0167
 FL0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD734970(NAD 83)
 FL0167_MARKER: DB = BENCH MARK DISK
 FL0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0167_STAMPING: Q 554 1935
 FL0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0167+STABILITY: SURFACE MOTION
 FL0167
 FL0167  HISTORY     - Date     Condition        Report By
 FL0167  HISTORY     - 1935     MONUMENTED       CGS
 FL0167  HISTORY     - 1953     GOOD             NGS
 FL0167
 FL0167                          STATION DESCRIPTION
 FL0167
 FL0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0167'8.95 MI W FROM SHAMROCK.
 FL0167'8.95 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0167'FROM THE STATION AT SHAMROCK, 3.1 MILES NORTHEAST OF THE STATION SIGN
 FL0167'AT RAMSDELL, 17 1/2 POLES SOUTHWEST OF MILEPOST 673, 4 RAILS SOUTHWEST
 FL0167'OF TRESTLE 6735, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT
 FL0167'NORTHWEST OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 FL0167'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1251 ***********************************************************************
 BL1251  DESIGNATION -  Q 555
 BL1251  PID         -  BL1251
 BL1251  STATE/COUNTY-  TX/MONTGOMERY
 BL1251  USGS QUAD   -  CONROE (1976)
 BL1251
 BL1251                         *CURRENT SURVEY CONTROL
 BL1251  ___________________________________________________________________
 BL1251* NAD 83(1986)-  30 21 13.     (N)    095 25 30.     (W)     SCALED    
 BL1251* NAVD 88     -        74.680  (meters)     245.01   (feet)  ADJUSTED  
 BL1251  ___________________________________________________________________
 BL1251  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1251  DYNAMIC HT  -          74.580 (meters)     244.68  (feet)  COMP
 BL1251  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 BL1251
 BL1251  VERT ORDER  -  FIRST     CLASS I
 BL1251
 BL1251.This mark is at Montgomery Co (CXO) Airport (CXO)
 BL1251
 BL1251.The horizontal coordinates were scaled from a topographic map and have
 BL1251.an estimated accuracy of +/- 6 seconds.
 BL1251
 BL1251.The orthometric height was determined by differential leveling
 BL1251.and adjusted by the National Geodetic Survey in June 1991..
 BL1251
 BL1251.The geoid height was determined by GEOID03.
 BL1251
 BL1251.The dynamic height is computed by dividing the NAVD 88
 BL1251.geopotential number by the normal gravity value computed on the
 BL1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1251.degrees latitude (g = 980.6199 gals.).
 BL1251
 BL1251.The modeled gravity was interpolated from observed gravity values.
 BL1251
 BL1251;                    North         East    Units  Estimated Accuracy
 BL1251;SPC TX C     - 3,086,560.    1,171,720.      MT  (+/- 180 meters Scaled)
 BL1251
 BL1251                          SUPERSEDED SURVEY CONTROL
 BL1251
 BL1251  NGVD 29 (12/23/87)   74.683  (m)          245.02   (f) ADJUSTED    1 1
 BL1251
 BL1251.Superseded values are not recommended for survey control.
 BL1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1251.See file dsdata.txt to determine how the superseded data were derived.
 BL1251
 BL1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP669604(NAD 83)
 BL1251_MARKER: DB = BENCH MARK DISK
 BL1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1251_SP_SET: CONCRETE POST
 BL1251_STAMPING: Q 555 1947
 BL1251_MARK LOGO: CGS   
 BL1251_PROJECTION: PROJECTING 10 CENTIMETERS
 BL1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1251+STABILITY: SURFACE MOTION
 BL1251
 BL1251  HISTORY     - Date     Condition        Report By
 BL1251  HISTORY     - 1947     MONUMENTED       CGS
 BL1251  HISTORY     - 1960     GOOD             NGS
 BL1251  HISTORY     - 1970     GOOD             LOCENG
 BL1251  HISTORY     - 1987     GOOD             NGS
 BL1251
 BL1251                          STATION DESCRIPTION
 BL1251
 BL1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL1251'4.0 MI NE FROM CONROE.
 BL1251'ABOUT 0.15 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL1251'STATION AT CONROE, THENCE 0.7 MILE EAST-NORTHEAST ALONG STATE HIGHWAY
 BL1251'105, THENCE 3.15 MILE NORTHEAST ALONG FARM ROAD 1484, AT THE NORTHWEST
 BL1251'ENTRANCE OF THE MONTGOMERY COUNTY AIRPORT, 62 FEET SOUTHEAST OF THE
 BL1251'CENTER LINE OF FARM ROAD 1484, 64 FEET NORTHEAST OF THE EAST CORNER OF
 BL1251'A CATTLE GUARD AT THE ENTRANCE, 1 1/2 FEET SOUTHEAST OF A WOVEN-WIRE
 BL1251'FENCE, 23 FEET NORTH-NORTHEAST OF A POWER POLE, IN THE TOP OF A
 BL1251'CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE THE GROUND.
 BL1251
 BL1251                          STATION RECOVERY (1970)
 BL1251
 BL1251'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 BL1251'RECOVERED IN GOOD CONDITION.
 BL1251
 BL1251                          STATION RECOVERY (1987)
 BL1251
 BL1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1251'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.10
 BL1251'MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH
 BL1251'AVENUE A IN CONROE, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG STATE
 BL1251'HIGHWAY 105, THENCE 5.0 KM (3.10 MI) NORTHEASTERLY ALONG FARM ROAD
 BL1251'1484, 19.0 M (62.3 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 16.5 M
 BL1251'(54.1 FT) NORTH OF THE CENTER OF A ROAD LEADING TO THE MONTGOMERY
 BL1251'COUNTY AIRPORT, AND 7.0 M (23.0 FT) NORTH OF A UTILITY POLE WITH A
 BL1251'STREET LAMP.
 BL1251'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1462 ***********************************************************************
 BY1462  DESIGNATION -  Q 556
 BY1462  PID         -  BY1462
 BY1462  STATE/COUNTY-  TX/HOUSTON
 BY1462  USGS QUAD   -  KENNARD NE (1950)
 BY1462
 BY1462                         *CURRENT SURVEY CONTROL
 BY1462  ___________________________________________________________________
 BY1462* NAD 83(1986)-  31 24 05.     (N)    095 02 59.     (W)     SCALED    
 BY1462* NAVD 88     -        90.37   (+/-2cm)     296.5    (feet)  VERTCON   
 BY1462  ___________________________________________________________________
 BY1462  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BY1462
 BY1462  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1462
 BY1462.The horizontal coordinates were scaled from a topographic map and have
 BY1462.an estimated accuracy of +/- 6 seconds.
 BY1462
 BY1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1462.The vertical order pertains to the NGVD 29 superseded value.
 BY1462
 BY1462.The geoid height was determined by GEOID03.
 BY1462
 BY1462;                    North         East    Units  Estimated Accuracy
 BY1462;SPC TX C     - 3,204,240.    1,202,250.      MT  (+/- 180 meters Scaled)
 BY1462
 BY1462                          SUPERSEDED SURVEY CONTROL
 BY1462
 BY1462  NGVD 29 (??/??/92)   90.410  (m)          296.62   (f) ADJ UNCH    2 0
 BY1462
 BY1462.Superseded values are not recommended for survey control.
 BY1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1462.See file dsdata.txt to determine how the superseded data were derived.
 BY1462
 BY1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ051759(NAD 83)
 BY1462_MARKER: DB = BENCH MARK DISK
 BY1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1462_STAMPING: Q 556 1947
 BY1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1462+STABILITY: SURFACE MOTION
 BY1462
 BY1462  HISTORY     - Date     Condition        Report By
 BY1462  HISTORY     - 1947     MONUMENTED       CGS
 BY1462
 BY1462                          STATION DESCRIPTION
 BY1462
 BY1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1462'6.1 MI SE FROM RATCLIFF.
 BY1462'0.2 MILE EAST ALONG STATE HIGHWAY NO.103 FROM THE POST OFFICE AT
 BY1462'RATCLIFF, THENCE 4.8 MILES NORTHEAST ALONG THE WELLS-RATCLIFF ROAD,
 BY1462'THENCE 1.1 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL FOREST ROAD
 BY1462'NO.11, 51.6 FEET NORTH NORTHEAST OF THE CENTER OF THE MAIN ROAD, 21.6
 BY1462'FEET NORTHWEST OF THE CENTER OF A ROAD LEADING EAST, 91.0 FEET EAST OF
 BY1462'A FENCE CORNER, LEVEL WITH MAIN ROAD, 2.0 FEET WEST OF WHITE WOODEN
 BY1462'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 BY1462'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0752 ***********************************************************************
 BY0752  DESIGNATION -  Q 557
 BY0752  PID         -  BY0752
 BY0752  STATE/COUNTY-  TX/ANGELINA
 BY0752  USGS QUAD   -  KELTYS (1980)
 BY0752
 BY0752                         *CURRENT SURVEY CONTROL
 BY0752  ___________________________________________________________________
 BY0752* NAD 83(1986)-  31 19 21.     (N)    094 49 16.     (W)     SCALED    
 BY0752* NAVD 88     -        77.52   (+/-2cm)     254.3    (feet)  VERTCON   
 BY0752  ___________________________________________________________________
 BY0752  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0752
 BY0752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0752
 BY0752.The horizontal coordinates were scaled from a topographic map and have
 BY0752.an estimated accuracy of +/- 6 seconds.
 BY0752
 BY0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0752.The vertical order pertains to the NGVD 29 superseded value.
 BY0752
 BY0752.The geoid height was determined by GEOID03.
 BY0752
 BY0752;                    North         East    Units  Estimated Accuracy
 BY0752;SPC TX C     - 3,196,550.    1,224,390.      MT  (+/- 180 meters Scaled)
 BY0752
 BY0752                          SUPERSEDED SURVEY CONTROL
 BY0752
 BY0752  NGVD 29 (??/??/92)   77.569  (m)          254.49   (f) ADJ UNCH    2 0
 BY0752
 BY0752.Superseded values are not recommended for survey control.
 BY0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0752.See file dsdata.txt to determine how the superseded data were derived.
 BY0752
 BY0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ267667(NAD 83)
 BY0752_MARKER: DB = BENCH MARK DISK
 BY0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0752_STAMPING: Q 557 1948
 BY0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0752+STABILITY: SURFACE MOTION
 BY0752
 BY0752  HISTORY     - Date     Condition        Report By
 BY0752  HISTORY     - 1948     MONUMENTED       CGS
 BY0752  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY0752  HISTORY     - 19980719 MARK NOT FOUND   USPSQD
 BY0752
 BY0752                          STATION DESCRIPTION
 BY0752
 BY0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0752'6.05 MI W FROM LUFKIN.
 BY0752'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0752'THENCE 0.3 MILE SOUTH ALONG U.S. HIGHWAY 59, THENCE 5.65 MILES WEST
 BY0752'ALONG STATE HIGHWAY 94, 192.0 FEET WEST OF THE NORTHWEST CORNER OF
 BY0752'L.D. MCADAMS GROCERY STORE, 139.0 FEET SOUTHWEST OF THE SOUTHWEST
 BY0752'CORNER OF A FARMHOUSE, 115.2 FEET NORTH OF THE CENTER LINE OF THE
 BY0752'HIGHWAY, 23.6 FEET SOUTHWEST OF A FENCE CORNER, 16.9 FEET NORTHWEST OF
 BY0752'A 34 INCH OAK TREE, 1.5 FEET EAST OF A REFERENCE POST, 0.9 FOOT
 BY0752'SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0752'0.3 FOOT ABOVE THE GROUND.
 BY0752
 BY0752                          STATION RECOVERY (1990)
 BY0752
 BY0752'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BY0752'MARK NOT FOUND.
 BY0752
 BY0752                          STATION RECOVERY (1998)
 BY0752
 BY0752'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0784 ***********************************************************************
 BY0784  DESIGNATION -  Q 558
 BY0784  PID         -  BY0784
 BY0784  STATE/COUNTY-  TX/TRINITY
 BY0784  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0784
 BY0784                         *CURRENT SURVEY CONTROL
 BY0784  ___________________________________________________________________
 BY0784* NAD 83(1986)-  31 08 16.     (N)    094 56 46.     (W)     SCALED    
 BY0784* NAVD 88     -        70.39   (+/-2cm)     230.9    (feet)  VERTCON   
 BY0784  ___________________________________________________________________
 BY0784  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY0784
 BY0784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0784
 BY0784.The horizontal coordinates were scaled from a topographic map and have
 BY0784.an estimated accuracy of +/- 6 seconds.
 BY0784
 BY0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0784.The vertical order pertains to the NGVD 29 superseded value.
 BY0784
 BY0784.The geoid height was determined by GEOID03.
 BY0784
 BY0784;                    North         East    Units  Estimated Accuracy
 BY0784;SPC TX C     - 3,175,520.    1,213,500.      MT  (+/- 180 meters Scaled)
 BY0784
 BY0784                          SUPERSEDED SURVEY CONTROL
 BY0784
 BY0784  NGVD 29 (??/??/92)   70.418  (m)          231.03   (f) ADJ UNCH    2 0
 BY0784
 BY0784.Superseded values are not recommended for survey control.
 BY0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0784.See file dsdata.txt to determine how the superseded data were derived.
 BY0784
 BY0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ144465(NAD 83)
 BY0784_MARKER: DB = BENCH MARK DISK
 BY0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0784_STAMPING: Q 558 1948
 BY0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0784+STABILITY: SURFACE MOTION
 BY0784
 BY0784  HISTORY     - Date     Condition        Report By
 BY0784  HISTORY     - 1948     MONUMENTED       CGS
 BY0784
 BY0784                          STATION DESCRIPTION
 BY0784
 BY0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0784'13.1 MI SE FROM APPLE SPRINGS.
 BY0784'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY0784'LODGE AT APPLE SPRINGS, THENCE 4.5 MILES EAST ALONG A GRADED DIRT
 BY0784'ROAD, THENCE 3.4 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.3 MILE
 BY0784'NORTHWEST OF CRIB CREEK, 64.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY0784'ROAD, 53.0 FEET EAST OF A FENCE, 5.2 FEET SOUTH OF THE FIRST TELEPHONE
 BY0784'POLE (NUMBER 98-30) SOUTHWEST OF THE ROAD IN A ROW OF NORTH-SOUTH
 BY0784'TELEPHONE POLES, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF
 BY0784'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0776 ***********************************************************************
 BY0776  DESIGNATION -  Q 559
 BY0776  PID         -  BY0776
 BY0776  STATE/COUNTY-  TX/ANGELINA
 BY0776  USGS QUAD   -  WELLS SW (1980)
 BY0776
 BY0776                         *CURRENT SURVEY CONTROL
 BY0776  ___________________________________________________________________
 BY0776* NAD 83(1986)-  31 16 03.     (N)    094 52 35.     (W)     SCALED    
 BY0776* NAVD 88     -        50.10   (+/-2cm)     164.4    (feet)  VERTCON   
 BY0776  ___________________________________________________________________
 BY0776  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY0776
 BY0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0776
 BY0776.The horizontal coordinates were scaled from a topographic map and have
 BY0776.an estimated accuracy of +/- 6 seconds.
 BY0776
 BY0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0776.The vertical order pertains to the NGVD 29 superseded value.
 BY0776
 BY0776.The geoid height was determined by GEOID03.
 BY0776
 BY0776;                    North         East    Units  Estimated Accuracy
 BY0776;SPC TX C     - 3,190,200.    1,219,440.      MT  (+/- 180 meters Scaled)
 BY0776
 BY0776                          SUPERSEDED SURVEY CONTROL
 BY0776
 BY0776  NGVD 29 (??/??/92)   50.148  (m)          164.53   (f) ADJ UNCH    2 0
 BY0776
 BY0776.Superseded values are not recommended for survey control.
 BY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0776.See file dsdata.txt to determine how the superseded data were derived.
 BY0776
 BY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ213607(NAD 83)
 BY0776_MARKER: DB = BENCH MARK DISK
 BY0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0776_STAMPING: Q 559 1948
 BY0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0776+STABILITY: SURFACE MOTION
 BY0776
 BY0776  HISTORY     - Date     Condition        Report By
 BY0776  HISTORY     - 1948     MONUMENTED       CGS
 BY0776
 BY0776                          STATION DESCRIPTION
 BY0776
 BY0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0776'8.0 MI NW FROM DIBOLL.
 BY0776'8.0 MILES NORTHWEST ALONG THE TEXAS AND SOUTHEASTERN RAILWAY FROM THE
 BY0776'STATION AT DIBOLL, 210 YARDS (PACED) WEST OF A 45-FOOT TRESTLE, 101.0
 BY0776'FEET NORTHWEST OF AND ACROSS THE TRACK FROM MILEPOST 8, 51.5 FEET
 BY0776'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 4.0 FEET SOUTH OF A
 BY0776'16-INCH PINE TREE, 1.6 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 BY0776'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0187 ***********************************************************************
 BL0187  DESIGNATION -  Q 56
 BL0187  PID         -  BL0187
 BL0187  STATE/COUNTY-  TX/JEFFERSON
 BL0187  USGS QUAD   -  NOME (1984)
 BL0187
 BL0187                         *CURRENT SURVEY CONTROL
 BL0187  ___________________________________________________________________
 BL0187* NAD 83(1986)-  30 02 27.     (N)    094 23 23.     (W)     SCALED    
 BL0187* NAVD 88     -        13.342  (meters)      43.77   (feet)  ADJUSTED  
 BL0187  ___________________________________________________________________
 BL0187  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0187  DYNAMIC HT  -          13.324 (meters)      43.71  (feet)  COMP
 BL0187  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 BL0187
 BL0187  VERT ORDER  -  FIRST     CLASS I
 BL0187
 BL0187.The horizontal coordinates were scaled from a topographic map and have
 BL0187.an estimated accuracy of +/- 6 seconds.
 BL0187
 BL0187.The orthometric height was determined by differential leveling
 BL0187.and adjusted by the National Geodetic Survey in June 1991..
 BL0187
 BL0187.The geoid height was determined by GEOID03.
 BL0187
 BL0187.The dynamic height is computed by dividing the NAVD 88
 BL0187.geopotential number by the normal gravity value computed on the
 BL0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0187.degrees latitude (g = 980.6199 gals.).
 BL0187
 BL0187.The modeled gravity was interpolated from observed gravity values.
 BL0187
 BL0187;                    North         East    Units  Estimated Accuracy
 BL0187;SPC TXSC     - 4,253,420.    1,044,500.      MT  (+/- 180 meters Scaled)
 BL0187
 BL0187                          SUPERSEDED SURVEY CONTROL
 BL0187
 BL0187  NGVD 29 (??/??/92)   13.353  (m)           43.81   (f) ADJ UNCH    1 1
 BL0187
 BL0187.Superseded values are not recommended for survey control.
 BL0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0187.See file dsdata.txt to determine how the superseded data were derived.
 BL0187
 BL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP660241(NAD 83)
 BL0187_MARKER: DB = BENCH MARK DISK
 BL0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0187_STAMPING: ELEV. 44. 088 FT. Q 56 1918
 BL0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0187+STABILITY: SURFACE MOTION
 BL0187
 BL0187  HISTORY     - Date     Condition        Report By
 BL0187  HISTORY     - 1918     MONUMENTED       CGS
 BL0187  HISTORY     - 1972     GOOD             NGS
 BL0187  HISTORY     - 19870903 POOR             USPSQD
 BL0187  HISTORY     - 1988     POOR             USPSQD
 BL0187  HISTORY     - 19900412 MARK NOT FOUND   USPSQD
 BL0187  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 BL0187  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0187  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0187  HISTORY     - 20030310 MARK NOT FOUND   USPSQD
 BL0187  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0187
 BL0187                          STATION DESCRIPTION
 BL0187
 BL0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0187'2.1 MI E FROM NOME.
 BL0187'ABOUT 2.1 MILES EAST ALONG US HIGHWAY 90 FROM THE POST OFFICE, ALSO
 BL0187'3.2 MILES WEST OF A PAVED ROAD INTERSECTION AT CHINA, ABOUT 100 YARDS
 BL0187'NORTH AND ACROSS THE SOUTHERN PACIFIC RAILROAD FROM THE HIGHWAY, 105
 BL0187'FEET NORTHWEST AND ACROSS THE TRACK FROM MILE POST NO. 296, 38.1 FEET
 BL0187'NORTH OF THE NORTH RAIL, 32 FEET SOUTH OF THE CENTER LINE OF OLD NOME
 BL0187'ROAD, 40 FEET WEST BY SLIGHTLY NORTHWEST OF A TELEPHONE POLE, 65 YARDS
 BL0187'EAST OF THE JUNCTION OF A DRIVE NORTH TO A ONE-STORY (TAN) FRAME FARM
 BL0187'HOUSE, 1 FOOT SOUTH OF A CONCRETE WITNESS POST ABOUT 2 FEET BELOW THE
 BL0187'LEVEL OF THE TRACK AND IS A DISK SET IN THE TOP OF A CONCRETE POST
 BL0187'PROJECTING 1 FOOT.
 BL0187
 BL0187                          STATION RECOVERY (1987)
 BL0187
 BL0187'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0187'MARK RECOVERED IN POOR CONDITION.
 BL0187
 BL0187                          STATION RECOVERY (1988)
 BL0187
 BL0187'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0187'MARK RECOVERED IN POOR CONDITION.
 BL0187
 BL0187                          STATION RECOVERY (1990)
 BL0187
 BL0187'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0187'MARK NOT FOUND.
 BL0187
 BL0187                          STATION RECOVERY (1994)
 BL0187
 BL0187'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0187'MARK NOT FOUND.
 BL0187
 BL0187                          STATION RECOVERY (2001)
 BL0187
 BL0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0187
 BL0187                          STATION RECOVERY (2001)
 BL0187
 BL0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0187
 BL0187                          STATION RECOVERY (2003)
 BL0187
 BL0187'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0187'MARK NOT FOUND.
 BL0187
 BL0187                          STATION RECOVERY (2004)
 BL0187
 BL0187'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1540 ***********************************************************************
 BY1540  DESIGNATION -  Q 560
 BY1540  PID         -  BY1540
 BY1540  STATE/COUNTY-  TX/TRINITY
 BY1540  USGS QUAD   -  CRECY (1963)
 BY1540
 BY1540                         *CURRENT SURVEY CONTROL
 BY1540  ___________________________________________________________________
 BY1540* NAD 83(1986)-  31 12 11.     (N)    095 06 40.     (W)     SCALED    
 BY1540* NAVD 88     -        95.87   (+/-2cm)     314.5    (feet)  VERTCON   
 BY1540  ___________________________________________________________________
 BY1540  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY1540
 BY1540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1540
 BY1540.The horizontal coordinates were scaled from a topographic map and have
 BY1540.an estimated accuracy of +/- 6 seconds.
 BY1540
 BY1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1540.The vertical order pertains to the NGVD 29 superseded value.
 BY1540
 BY1540.The geoid height was determined by GEOID03.
 BY1540
 BY1540;                    North         East    Units  Estimated Accuracy
 BY1540;SPC TX C     - 3,182,000.    1,197,450.      MT  (+/- 180 meters Scaled)
 BY1540
 BY1540                          SUPERSEDED SURVEY CONTROL
 BY1540
 BY1540  NGVD 29 (??/??/92)   95.887  (m)          314.59   (f) ADJ UNCH    2 0
 BY1540
 BY1540.Superseded values are not recommended for survey control.
 BY1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1540.See file dsdata.txt to determine how the superseded data were derived.
 BY1540
 BY1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ988540(NAD 83)
 BY1540_MARKER: DB = BENCH MARK DISK
 BY1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1540_STAMPING: Q 560 1948
 BY1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1540+STABILITY: SURFACE MOTION
 BY1540
 BY1540  HISTORY     - Date     Condition        Report By
 BY1540  HISTORY     - 1948     MONUMENTED       CGS
 BY1540
 BY1540                          STATION DESCRIPTION
 BY1540
 BY1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1540'8.0 MI E FROM PENNINGTON.
 BY1540'8.0 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1540'PENNINGTON, AT A T ROAD JUNCTION, 216.0 FEET NORTHWEST OF THE
 BY1540'NORTHWEST CORNER OF A FARMHOUSE, 36.0 FEET SOUTH OF THE CENTER LINE OF
 BY1540'THE EAST-WEST ROAD, 23.0 FEET WEST OF A 22-INCH PINE TREE, 5.0 FEET
 BY1540'EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 3.7 FEET
 BY1540'EAST OF A FENCE, 1.3 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF
 BY1540'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1231 ***********************************************************************
 FL1231  DESIGNATION -  Q 561
 FL1231  PID         -  FL1231
 FL1231  STATE/COUNTY-  TX/ARMSTRONG
 FL1231  USGS QUAD   -  FAIRVIEW (1973)
 FL1231
 FL1231                         *CURRENT SURVEY CONTROL
 FL1231  ___________________________________________________________________
 FL1231* NAD 83(1986)-  35 06 12.     (N)    101 31 26.     (W)     SCALED    
 FL1231* NAVD 88     -      1055.031  (meters)    3461.38   (feet)  ADJUSTED  
 FL1231  ___________________________________________________________________
 FL1231  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL1231  DYNAMIC HT  -        1053.770 (meters)    3457.24  (feet)  COMP
 FL1231  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 FL1231
 FL1231  VERT ORDER  -  SECOND    CLASS 0
 FL1231
 FL1231.The horizontal coordinates were scaled from a topographic map and have
 FL1231.an estimated accuracy of +/- 6 seconds.
 FL1231
 FL1231.The orthometric height was determined by differential leveling
 FL1231.and adjusted by the National Geodetic Survey in June 1991..
 FL1231
 FL1231.The geoid height was determined by GEOID03.
 FL1231
 FL1231.The dynamic height is computed by dividing the NAVD 88
 FL1231.geopotential number by the normal gravity value computed on the
 FL1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1231.degrees latitude (g = 980.6199 gals.).
 FL1231
 FL1231.The modeled gravity was interpolated from observed gravity values.
 FL1231
 FL1231;                    North         East    Units  Estimated Accuracy
 FL1231;SPC TX N     - 1,122,400.      197,820.      MT  (+/- 180 meters Scaled)
 FL1231
 FL1231                          SUPERSEDED SURVEY CONTROL
 FL1231
 FL1231  NGVD 29 (??/??/92) 1054.541  (m)         3459.77   (f) ADJ UNCH    2 0
 FL1231
 FL1231.Superseded values are not recommended for survey control.
 FL1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1231.See file dsdata.txt to determine how the superseded data were derived.
 FL1231
 FL1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD699874(NAD 83)
 FL1231_MARKER: DB = BENCH MARK DISK
 FL1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1231_STAMPING: Q 561 1935
 FL1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1231+STABILITY: SURFACE MOTION
 FL1231
 FL1231  HISTORY     - Date     Condition        Report By
 FL1231  HISTORY     - 1935     MONUMENTED       CGS
 FL1231  HISTORY     - 1943     GOOD             NGS
 FL1231
 FL1231                          STATION DESCRIPTION
 FL1231
 FL1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1231'9.4 MI W FROM CLAUDE.
 FL1231'0.4 MILE SOUTH ALONG A CITY STREET FROM THE COURTHOUSE AT CLAUDE,
 FL1231'ARMSTRONG COUNTY, THENCE 9.0 MILES WEST ALONG A GRADED SECTION-LINE
 FL1231'ROAD.  0.1 MILE NORTH OF THE MORRIS FARMHOUSE, AT A ROAD INTERSECTION,
 FL1231'50 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 39.5 FEET
 FL1231'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 17.5 FEET EAST OF
 FL1231'A FENCE CORNER, AND 2.5 FEET NORTH OF THE FENCE LINE. A STANDARD DISK,
 FL1231'STAMPED Q 561 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0456 ***********************************************************************
 EN0456  DESIGNATION -  Q 562
 EN0456  PID         -  EN0456
 EN0456  STATE/COUNTY-  TX/RANDALL
 EN0456  USGS QUAD   -  NANCE RANCH (1984)
 EN0456
 EN0456                         *CURRENT SURVEY CONTROL
 EN0456  ___________________________________________________________________
 EN0456* NAD 83(1986)-  34 59 04.     (N)    101 50 12.     (W)     SCALED    
 EN0456* NAVD 88     -      1106.759  (meters)    3631.09   (feet)  ADJUSTED  
 EN0456  ___________________________________________________________________
 EN0456  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EN0456  DYNAMIC HT  -        1105.420 (meters)    3626.70  (feet)  COMP
 EN0456  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 EN0456
 EN0456  VERT ORDER  -  SECOND    CLASS 0
 EN0456
 EN0456.The horizontal coordinates were scaled from a topographic map and have
 EN0456.an estimated accuracy of +/- 6 seconds.
 EN0456
 EN0456.The orthometric height was determined by differential leveling
 EN0456.and adjusted by the National Geodetic Survey in June 1991..
 EN0456
 EN0456.The geoid height was determined by GEOID03.
 EN0456
 EN0456.The dynamic height is computed by dividing the NAVD 88
 EN0456.geopotential number by the normal gravity value computed on the
 EN0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0456.degrees latitude (g = 980.6199 gals.).
 EN0456
 EN0456.The modeled gravity was interpolated from observed gravity values.
 EN0456
 EN0456;                    North         East    Units  Estimated Accuracy
 EN0456;SPC TX N     - 1,109,260.      169,260.      MT  (+/- 180 meters Scaled)
 EN0456
 EN0456                          SUPERSEDED SURVEY CONTROL
 EN0456
 EN0456  NGVD 29 (??/??/92) 1106.286  (m)         3629.54   (f) ADJ UNCH    2 0
 EN0456
 EN0456.Superseded values are not recommended for survey control.
 EN0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0456.See file dsdata.txt to determine how the superseded data were derived.
 EN0456
 EN0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD410749(NAD 83)
 EN0456_MARKER: DB = BENCH MARK DISK
 EN0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0456_STAMPING: Q 562 1935
 EN0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0456+STABILITY: SURFACE MOTION
 EN0456
 EN0456  HISTORY     - Date     Condition        Report By
 EN0456  HISTORY     - 1935     MONUMENTED       CGS
 EN0456  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0456  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0456
 EN0456                          STATION DESCRIPTION
 EN0456
 EN0456'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0456'5.2 MI E FROM CANYON.
 EN0456'5.2 MILES EAST ALONG PALO DURO DRIVE (STATE HIGHWAY 217) FROM THE
 EN0456'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, AT THE JUNCTION OF A ROAD
 EN0456'LEADING TO THE W.C. MOORE RANCH, 59 FEET SOUTH OF THE CENTERLINE OF
 EN0456'THE HIGHWAY, AND 19 FEET SOUTHWEST OF A FENCE CORNER.  A STANDARD
 EN0456'DISK, STAMPED Q 562 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EN0456
 EN0456                          STATION RECOVERY (1980)
 EN0456
 EN0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0248 ***********************************************************************
 EN0248  DESIGNATION -  Q 563
 EN0248  PID         -  EN0248
 EN0248  STATE/COUNTY-  TX/ARMSTRONG
 EN0248  USGS QUAD   -  LUTTRELL SPRINGS (1963)
 EN0248
 EN0248                         *CURRENT SURVEY CONTROL
 EN0248  ___________________________________________________________________
 EN0248* NAD 83(1986)-  34 59 14.     (N)    101 24 53.     (W)     SCALED    
 EN0248* NAVD 88     -      1037.979  (meters)    3405.44   (feet)  ADJUSTED  
 EN0248  ___________________________________________________________________
 EN0248  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EN0248  DYNAMIC HT  -        1036.738 (meters)    3401.36  (feet)  COMP
 EN0248  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 EN0248
 EN0248  VERT ORDER  -  SECOND    CLASS 0
 EN0248
 EN0248.The horizontal coordinates were scaled from a topographic map and have
 EN0248.an estimated accuracy of +/- 6 seconds.
 EN0248
 EN0248.The orthometric height was determined by differential leveling
 EN0248.and adjusted by the National Geodetic Survey in June 1991..
 EN0248
 EN0248.The geoid height was determined by GEOID03.
 EN0248
 EN0248.The dynamic height is computed by dividing the NAVD 88
 EN0248.geopotential number by the normal gravity value computed on the
 EN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0248.degrees latitude (g = 980.6199 gals.).
 EN0248
 EN0248.The modeled gravity was interpolated from observed gravity values.
 EN0248
 EN0248;                    North         East    Units  Estimated Accuracy
 EN0248;SPC TX N     - 1,109,520.      207,790.      MT  (+/- 180 meters Scaled)
 EN0248
 EN0248                          SUPERSEDED SURVEY CONTROL
 EN0248
 EN0248  NGVD 29 (??/??/92) 1037.49   (m)         3403.8    (f) COMPUTED    2 0
 EN0248
 EN0248.Superseded values are not recommended for survey control.
 EN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0248.See file dsdata.txt to determine how the superseded data were derived.
 EN0248
 EN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD795742(NAD 83)
 EN0248_MARKER: DB = BENCH MARK DISK
 EN0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0248_STAMPING: Q 563 1935
 EN0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0248+STABILITY: SURFACE MOTION
 EN0248
 EN0248  HISTORY     - Date     Condition        Report By
 EN0248  HISTORY     - 1935     MONUMENTED       CGS
 EN0248  HISTORY     - 1959     MARK NOT FOUND   USGS
 EN0248
 EN0248                          STATION DESCRIPTION
 EN0248
 EN0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0248'13.5 MI SE FROM CLAUDE.
 EN0248'ALONG GRADED ROAD BETWEEN LLANA AND LAKEVIEW SCHOOL.  TO REACH BENCH
 EN0248'MARK FROM COURTHOUSE GO 9.4 MILES SOUTH ALONG GRADED ROAD TO LAKEVIEW
 EN0248'SCHOOL, THEN GO WEST 1.9 MILES THEN NORTH 1.1 MILES AND THEN WEST 1.1
 EN0248'MILES.  MARK IS LOCATED IN SOUTH WEST FENCE CORNER AT CROSS ROADS
 EN0248'OPPOSITE RANCH, APPROXIMATELY 0.1 MILE NORTH WEST OF RANCH HOUSE, 97.
 EN0248'FEET SOUTH WEST OF ROAD INTERSECTION, 29 FEET WEST OF NORTH AND SOUTH
 EN0248'ROAD 2.6 FEET WEST OF NORTH AND SOUTH FENCE.
 EN0248
 EN0248                          STATION RECOVERY (1959)
 EN0248
 EN0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EN0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1176 ***********************************************************************
 AY1176  DESIGNATION -  Q 564
 AY1176  PID         -  AY1176
 AY1176  STATE/COUNTY-  TX/BANDERA
 AY1176  USGS QUAD   -  TARPLEY (1964)
 AY1176
 AY1176                         *CURRENT SURVEY CONTROL
 AY1176  ___________________________________________________________________
 AY1176* NAD 83(1986)-  29 39 05.     (N)    099 18 19.     (W)     SCALED    
 AY1176* NAVD 88     -       415.184  (meters)    1362.15   (feet)  ADJUSTED  
 AY1176  ___________________________________________________________________
 AY1176  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AY1176  DYNAMIC HT  -         414.574 (meters)    1360.15  (feet)  COMP
 AY1176  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AY1176
 AY1176  VERT ORDER  -  SECOND    CLASS 0
 AY1176
 AY1176.The horizontal coordinates were scaled from a topographic map and have
 AY1176.an estimated accuracy of +/- 6 seconds.
 AY1176
 AY1176.The orthometric height was determined by differential leveling
 AY1176.and adjusted by the National Geodetic Survey in June 1991..
 AY1176
 AY1176.The geoid height was determined by GEOID03.
 AY1176
 AY1176.The dynamic height is computed by dividing the NAVD 88
 AY1176.geopotential number by the normal gravity value computed on the
 AY1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1176.degrees latitude (g = 980.6199 gals.).
 AY1176
 AY1176.The modeled gravity was interpolated from observed gravity values.
 AY1176
 AY1176;                    North         East    Units  Estimated Accuracy
 AY1176;SPC TXSC     - 4,201,530.      570,450.      MT  (+/- 180 meters Scaled)
 AY1176
 AY1176                          SUPERSEDED SURVEY CONTROL
 AY1176
 AY1176  NGVD 29 (??/??/92)  415.048  (m)         1361.70   (f) ADJ UNCH    2 0
 AY1176
 AY1176.Superseded values are not recommended for survey control.
 AY1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1176.See file dsdata.txt to determine how the superseded data were derived.
 AY1176
 AY1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT704801(NAD 83)
 AY1176_MARKER: DB = BENCH MARK DISK
 AY1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1176_STAMPING: Q 564 1953
 AY1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1176+STABILITY: SURFACE MOTION
 AY1176
 AY1176  HISTORY     - Date     Condition        Report By
 AY1176  HISTORY     - 1953     MONUMENTED       CGS
 AY1176  HISTORY     - 19931201 GOOD             USPSQD
 AY1176
 AY1176                          STATION DESCRIPTION
 AY1176
 AY1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1176'1.95 MI SW FROM TARPLEY.
 AY1176'1.95 MILES SOUTHWEST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1176'TARPLEY, AT THE ENTRANCE TO A FIELD, 100 FEET NORTH OF THE CENTER LINE
 AY1176'OF THE FARM ROAD, 81 FEET NORTHEAST OF A 16 INCH OAK TREE, 36.5 FEET
 AY1176'NORTHEAST OF THE NORTHEAST END OF A GATE, 28 FEET WEST OF A TELEPHONE
 AY1176'POLE, IN LINE WITH A ROW OF POLES, 2.5 FEET SOUTHEAST OF A FENCE, 2.5
 AY1176'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1176'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1176
 AY1176                          STATION RECOVERY (1993)
 AY1176
 AY1176'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0503 ***********************************************************************
 EN0503  DESIGNATION -  Q 567 RESET 1958
 EN0503  PID         -  EN0503
 EN0503  STATE/COUNTY-  TX/RANDALL
 EN0503  USGS QUAD   -  NANCE RANCH (1984)
 EN0503
 EN0503                         *CURRENT SURVEY CONTROL
 EN0503  ___________________________________________________________________
 EN0503* NAD 83(1986)-  34 58 39.     (N)    101 50 46.     (W)     SCALED    
 EN0503* NAVD 88     -      1106.88   (+/-2cm)    3631.5    (feet)  VERTCON   
 EN0503  ___________________________________________________________________
 EN0503  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 EN0503
 EN0503  VERT ORDER  -  THIRD (See Below)
 EN0503
 EN0503.The horizontal coordinates were scaled from a topographic map and have
 EN0503.an estimated accuracy of +/- 6 seconds.
 EN0503
 EN0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0503.The vertical order pertains to the NGVD 29 superseded value.
 EN0503
 EN0503.The geoid height was determined by GEOID03.
 EN0503
 EN0503;                    North         East    Units  Estimated Accuracy
 EN0503;SPC TX N     - 1,108,500.      168,400.      MT  (+/- 180 meters Scaled)
 EN0503
 EN0503                          SUPERSEDED SURVEY CONTROL
 EN0503
 EN0503  NGVD 29 (??/??/??) 1106.41   (m)         3629.9    (f) RESET       3  
 EN0503
 EN0503.Superseded values are not recommended for survey control.
 EN0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0503.See file dsdata.txt to determine how the superseded data were derived.
 EN0503
 EN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD401742(NAD 83)
 EN0503_MARKER: DB = BENCH MARK DISK
 EN0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0503_STAMPING: Q 567 RESET 1958
 EN0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0503+STABILITY: SURFACE MOTION
 EN0503
 EN0503  HISTORY     - Date     Condition        Report By
 EN0503  HISTORY     - 1958     MONUMENTED       CGS
 EN0503
 EN0503                          STATION DESCRIPTION
 EN0503
 EN0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EN0503'4.6 MI E FROM CANYON.
 EN0503'ABOUT 04.6 MILES EAST ALONG STATE HIGHWAY NO. 217 FROM THE COUNTY
 EN0503'COURT HOUSE IN CANYON, AND THEN 0.1 MILE SOUTH ALONG FM HIGHWAY 1541,
 EN0503'IN THE SOUTHWEST CORNER OF A SMALL FIELD WHICH IS SOUTH OF A FARM
 EN0503'YARD, IN THE EAST RIGHT-OF-WAY LINE OF THE HIGHWAY, 1 FOOT SOUTH OF
 EN0503'THE FIELD FENCE AND 18 INCHES WEST OF A 4 X 6 WITNESS POST.  A
 EN0503'STANDARD DISK STAMPED Q 567 RESET 1958 IN A CONCRETE POST PROJECTING
 EN0503'ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0493 ***********************************************************************
 AV0493  DESIGNATION -  Q 57
 AV0493  PID         -  AV0493
 AV0493  STATE/COUNTY-  TX/JEFFERSON
 AV0493  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0493
 AV0493                         *CURRENT SURVEY CONTROL
 AV0493  ___________________________________________________________________
 AV0493* NAD 83(1986)-  29 52 08.     (N)    093 59 19.     (W)     SCALED    
 AV0493* NAVD 88     -         0.88   (+/-2cm)       2.9    (feet)  VERTCON   
 AV0493  ___________________________________________________________________
 AV0493  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AV0493
 AV0493  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0493
 AV0493.The horizontal coordinates were scaled from a topographic map and have
 AV0493.an estimated accuracy of +/- 6 seconds.
 AV0493
 AV0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0493.The vertical order pertains to the NGVD 29 superseded value.
 AV0493
 AV0493.The geoid height was determined by GEOID03.
 AV0493
 AV0493;                    North         East    Units  Estimated Accuracy
 AV0493;SPC TXSC     - 4,235,970.    1,083,970.      MT  (+/- 180 meters Scaled)
 AV0493
 AV0493                          SUPERSEDED SURVEY CONTROL
 AV0493
 AV0493  NGVD 29 (??/??/??)    0.870  (m)            2.85   (f) ADJUSTED    1 2
 AV0493
 AV0493.Superseded values are not recommended for survey control.
 AV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0493.See file dsdata.txt to determine how the superseded data were derived.
 AV0493
 AV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP045046(NAD 83)
 AV0493_MARKER: DB = BENCH MARK DISK
 AV0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0493_STAMPING: Q 57 1918
 AV0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0493+STABILITY: SURFACE MOTION
 AV0493
 AV0493  HISTORY     - Date     Condition        Report By
 AV0493  HISTORY     - 1918     MONUMENTED       CGS
 AV0493  HISTORY     - 1954     MARK NOT FOUND   CGS
 AV0493  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0493  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 AV0493  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0493  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0493  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0493
 AV0493                          STATION DESCRIPTION
 AV0493
 AV0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 AV0493'1.2 MI N FROM WEST PORT ARTHUR.
 AV0493'ABOUT 1.2 MI N ALONG THE TEXAS AND NEW ORLEANS RR FROM WEST PORT
 AV0493'ARTHUR, JEFFERSON CO, ABOUT 13 POLES N OF MILEPOST 13, ABOUT 50 FT NW
 AV0493'OF AN OIL-PIPE LINE CROSSING AND CATTLE GUARDS, AND ABOUT 33 FT W
 AV0493'OF THE CENTER LINE OF THE TRACK.  SET IN THE TOP OF A CONCRETE POST.
 AV0493
 AV0493                          STATION RECOVERY (1954)
 AV0493
 AV0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 AV0493'MARK NOT FOUND.
 AV0493
 AV0493                          STATION RECOVERY (1989)
 AV0493
 AV0493'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0493'MARK NOT FOUND.
 AV0493
 AV0493                          STATION RECOVERY (1997)
 AV0493
 AV0493'RECOVERY NOTE BY US POWER SQUADRON 1997
 AV0493'MARK NOT FOUND.
 AV0493
 AV0493                          STATION RECOVERY (2000)
 AV0493
 AV0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0493'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0493
 AV0493                          STATION RECOVERY (2001)
 AV0493
 AV0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0493'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0493
 AV0493                          STATION RECOVERY (2002)
 AV0493
 AV0493'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1047 ***********************************************************************
 FL1047  DESIGNATION -  Q 570
 FL1047  PID         -  FL1047
 FL1047  STATE/COUNTY-  TX/ARMSTRONG
 FL1047  USGS QUAD   -  CLAUDE (1983)
 FL1047
 FL1047                         *CURRENT SURVEY CONTROL
 FL1047  ___________________________________________________________________
 FL1047* NAD 83(1986)-  35 05 49.     (N)    101 21 43.     (W)     SCALED    
 FL1047* NAVD 88     -      1033.871  (meters)    3391.96   (feet)  ADJUSTED  
 FL1047  ___________________________________________________________________
 FL1047  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 FL1047  DYNAMIC HT  -        1032.648 (meters)    3387.95  (feet)  COMP
 FL1047  MODELED GRAV-     979,416.6   (mgal)                       NAVD 88
 FL1047
 FL1047  VERT ORDER  -  SECOND    CLASS 0
 FL1047
 FL1047.The horizontal coordinates were scaled from a topographic map and have
 FL1047.an estimated accuracy of +/- 6 seconds.
 FL1047
 FL1047.The orthometric height was determined by differential leveling
 FL1047.and adjusted by the National Geodetic Survey in June 1991..
 FL1047
 FL1047.The geoid height was determined by GEOID03.
 FL1047
 FL1047.The dynamic height is computed by dividing the NAVD 88
 FL1047.geopotential number by the normal gravity value computed on the
 FL1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1047.degrees latitude (g = 980.6199 gals.).
 FL1047
 FL1047.The modeled gravity was interpolated from observed gravity values.
 FL1047
 FL1047;                    North         East    Units  Estimated Accuracy
 FL1047;SPC TX N     - 1,121,700.      212,590.      MT  (+/- 180 meters Scaled)
 FL1047
 FL1047                          SUPERSEDED SURVEY CONTROL
 FL1047
 FL1047  NGVD 29 (??/??/92) 1033.385  (m)         3390.36   (f) ADJ UNCH    2 0
 FL1047
 FL1047.Superseded values are not recommended for survey control.
 FL1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1047.See file dsdata.txt to determine how the superseded data were derived.
 FL1047
 FL1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD847863(NAD 83)
 FL1047_MARKER: DB = BENCH MARK DISK
 FL1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1047_STAMPING: Q 570 1935
 FL1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1047+STABILITY: SURFACE MOTION
 FL1047
 FL1047  HISTORY     - Date     Condition        Report By
 FL1047  HISTORY     - 1935     MONUMENTED       CGS
 FL1047  HISTORY     - 1980     MARK NOT FOUND   USGS
 FL1047
 FL1047                          STATION DESCRIPTION
 FL1047
 FL1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1047'0.9 MI S FROM CLAUDE.
 FL1047'0.5 MILE SOUTHWEST ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 FL1047'CLAUDE, ARMSTRONG COUNTY, THENCE 0.4 MILE SOUTH ALONG THE HAPPY ROAD.
 FL1047'WEST OF A DRY LAKE BED, 0.1 MILE NORTH OF A RANCH HOUSE AND A
 FL1047'WINDMILL, 82 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 6 FEET NORTH
 FL1047'OF AN EAST-AND-WEST FENCE. A STANDARD DISK, STAMPED Q 570 1935 AND SET
 FL1047'IN THE TOP OF A CONCRETE POST.
 FL1047
 FL1047                          STATION RECOVERY (1980)
 FL1047
 FL1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL1047'THE ONLY REASON THIS MARK COULD BE DESTROYED IS THAT A NEW POWER POLE
 FL1047'EXOISTS NEARBY AND A GUY WIRE RUNS VERY CLOSE TO THE DESCRIBED
 FL1047'POSITION. AN AREA WAS EXCAVATED, BUT NO EVIDENCE OF THE MARK WAS
 FL1047'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0344 ***********************************************************************
 AM0344  DESIGNATION -  Q 571
 AM0344  PID         -  AM0344
 AM0344  STATE/COUNTY-  TX/MATAGORDA
 AM0344  USGS QUAD   -  CEDAR LANE (1972)
 AM0344
 AM0344                         *CURRENT SURVEY CONTROL
 AM0344  ___________________________________________________________________
 AM0344* NAD 83(1986)-  28 56 09.     (N)    095 43 48.     (W)     SCALED    
 AM0344* NAVD 88     -         6.92   (+/-2cm)      22.7    (feet)  VERTCON   
 AM0344  ___________________________________________________________________
 AM0344  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0344
 AM0344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0344
 AM0344.The horizontal coordinates were scaled from a topographic map and have
 AM0344.an estimated accuracy of +/- 6 seconds.
 AM0344
 AM0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0344.The vertical order pertains to the NGVD 29 superseded value.
 AM0344
 AM0344.The geoid height was determined by GEOID03.
 AM0344
 AM0344;                    North         East    Units  Estimated Accuracy
 AM0344;SPC TXSC     - 4,126,640.      918,740.      MT  (+/- 180 meters Scaled)
 AM0344
 AM0344                          SUPERSEDED SURVEY CONTROL
 AM0344
 AM0344  NGVD 29 (??/??/92)    6.95   (m)           22.8    (f) COMPUTED    2 0
 AM0344
 AM0344.Superseded values are not recommended for survey control.
 AM0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0344.See file dsdata.txt to determine how the superseded data were derived.
 AM0344
 AM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN338039(NAD 83)
 AM0344_MARKER: DB = BENCH MARK DISK
 AM0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0344_SP_SET: CULVERT
 AM0344_STAMPING: Q 571 1941
 AM0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0344
 AM0344  HISTORY     - Date     Condition        Report By
 AM0344  HISTORY     - 1941     MONUMENTED       CGS
 AM0344  HISTORY     - 1978     POOR             NGS
 AM0344  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0344  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0344
 AM0344                          STATION DESCRIPTION
 AM0344
 AM0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0344'0.6 MI S FROM CEDAR LANE.
 AM0344'TO REACH FROM THE POST OFFICE AT CEDAR LANE-- PROCEED SOUTH ALONG
 AM0344'CONCRETE HALF-SLAB ROAD 0.6 MILE TO THE SITE OF BENCH MARK.  BENCH
 AM0344'MARK IS ABOUT 0.4 MILE SOUTH OF WOODEN BRIDGE OVER CANEY CREEK, 51.0
 AM0344'FEET NORTHEAST OF THE CENTER OF INTERSECTION OF OILED ROAD LEADING
 AM0344'EASTERLY AND SET HORIZONTALLY IN THE TOP OF THE NORTH CONCRETE
 AM0344'HEADWALL OF CULVERT UNDER OILED ROAD.  IT IS 43.0 FEET EAST OF AND
 AM0344'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE PAVEMENT.
 AM0344
 AM0344                          STATION RECOVERY (1978)
 AM0344
 AM0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0344'THIS BENCH MARK WAS FOUND LOOSE IN THE GROUND WITH ONLY ABOUT 4-INCHES
 AM0344'OF THE MONUMENT UNDERGROUND, NOT FIT FOR ELEVATIONS AND INACCESSIBLE
 AM0344'TO NEW LEVEL LINE.
 AM0344
 AM0344                          STATION RECOVERY (1996)
 AM0344
 AM0344'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0344'MARK NOT FOUND.
 AM0344
 AM0344                          STATION RECOVERY (2003)
 AM0344
 AM0344'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0344'CULVERT AND HEADWALL HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0346 ***********************************************************************
 AM0346  DESIGNATION -  Q 571 RESET 2 1960
 AM0346  PID         -  AM0346
 AM0346  STATE/COUNTY-  TX/MATAGORDA
 AM0346  USGS QUAD   -  CEDAR LANE (1972)
 AM0346
 AM0346                         *CURRENT SURVEY CONTROL
 AM0346  ___________________________________________________________________
 AM0346* NAD 83(1986)-  28 56 08.     (N)    095 43 47.     (W)     SCALED    
 AM0346* NAVD 88     -         6.63   (+/-2cm)      21.8    (feet)  VERTCON   
 AM0346  ___________________________________________________________________
 AM0346  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0346
 AM0346  VERT ORDER  -  THIRD (See Below)
 AM0346
 AM0346.The horizontal coordinates were scaled from a topographic map and have
 AM0346.an estimated accuracy of +/- 6 seconds.
 AM0346
 AM0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0346.The vertical order pertains to the NGVD 29 superseded value.
 AM0346
 AM0346.The geoid height was determined by GEOID03.
 AM0346
 AM0346;                    North         East    Units  Estimated Accuracy
 AM0346;SPC TXSC     - 4,126,610.      918,770.      MT  (+/- 180 meters Scaled)
 AM0346
 AM0346                          SUPERSEDED SURVEY CONTROL
 AM0346
 AM0346  NGVD 29 (??/??/??)    6.67   (m)           21.9    (f) RESET       3  
 AM0346
 AM0346.Superseded values are not recommended for survey control.
 AM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0346.See file dsdata.txt to determine how the superseded data were derived.
 AM0346
 AM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN339039(NAD 83)
 AM0346_MARKER: DB = BENCH MARK DISK
 AM0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0346_STAMPING: Q 571 RESET 2 1960
 AM0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0346+STABILITY: SURFACE MOTION
 AM0346
 AM0346  HISTORY     - Date     Condition        Report By
 AM0346  HISTORY     - 1960     MONUMENTED       CGS
 AM0346  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AM0346
 AM0346                          STATION DESCRIPTION
 AM0346
 AM0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AM0346'0.6 MI SE FROM CEDAR LANE.
 AM0346'TO REACH THE MARK FROM CEDAR LANE, GO SOUTHEAST FROM THE POST OFFICE
 AM0346'ALONG F.M. ROAD NO.457 TO THE INTERSECTION WITH STATE HIGHWAY NO. 521
 AM0346'AND THE MARK ON THE LEFT IN THE SOUTHEAST POINT OF THE INTERSECTION.
 AM0346'THE MARK IS ABOUT 55 YARDS EAST OF THE CENTER OF THE INTERSECTION OF
 AM0346'THE HIGHWAYS, IN THE SOUTH RIGHT-OF-WAY LINE OF NO.521, 5 FEET EAST OF
 AM0346'A POWER POLE AND ACROSS THE INTERSECTION, EAST FROM A STORE AND GAS
 AM0346'STATION.  IT IS 55 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 521. A
 AM0346'STANDARD DISK STAMPED Q 571 RESET 2 1960 IN A CONCRETE POST WHICH
 AM0346'PROJECTS ABOUT 2 INCHES.
 AM0346
 AM0346                          STATION RECOVERY (1991)
 AM0346
 AM0346'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0386 ***********************************************************************
 AM0386  DESIGNATION -  Q 572
 AM0386  PID         -  AM0386
 AM0386  STATE/COUNTY-  TX/MATAGORDA
 AM0386  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0386
 AM0386                         *CURRENT SURVEY CONTROL
 AM0386  ___________________________________________________________________
 AM0386* NAD 83(1986)-  28 51 02.     (N)    095 50 29.     (W)     SCALED    
 AM0386* NAVD 88     -         4.40   (+/-2cm)      14.4    (feet)  VERTCON   
 AM0386  ___________________________________________________________________
 AM0386  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AM0386
 AM0386  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0386
 AM0386.The horizontal coordinates were scaled from a topographic map and have
 AM0386.an estimated accuracy of +/- 6 seconds.
 AM0386
 AM0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0386.The vertical order pertains to the NGVD 29 superseded value.
 AM0386
 AM0386.The geoid height was determined by GEOID03.
 AM0386
 AM0386;                    North         East    Units  Estimated Accuracy
 AM0386;SPC TXSC     - 4,116,900.      908,150.      MT  (+/- 180 meters Scaled)
 AM0386
 AM0386                          SUPERSEDED SURVEY CONTROL
 AM0386
 AM0386  NGVD 29 (??/??/92)    4.436  (m)           14.55   (f) ADJ UNCH    1 2
 AM0386
 AM0386.Superseded values are not recommended for survey control.
 AM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0386.See file dsdata.txt to determine how the superseded data were derived.
 AM0386
 AM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM227947(NAD 83)
 AM0386_MARKER: DB = BENCH MARK DISK
 AM0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0386_STAMPING: Q 572 1941
 AM0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0386+STABILITY: SURFACE MOTION
 AM0386
 AM0386  HISTORY     - Date     Condition        Report By
 AM0386  HISTORY     - 1941     MONUMENTED       CGS
 AM0386  HISTORY     - 1951     GOOD             NGS
 AM0386
 AM0386                          STATION DESCRIPTION
 AM0386
 AM0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0386'6.4 MI E FROM WADSWORTH.
 AM0386'6.1 MILES EAST ALONG A SHELL ROAD FROM THE GULF COLORADO AND SANTA FE
 AM0386'RAILROAD STATION AT WADSWORTH, THENCE 0.3 MILE EAST ALONG A DIM TRAIL,
 AM0386'112 FEET EAST OF THE CENTER OF THE EAST END OF A WOODEN BRIDGE, 65
 AM0386'FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 0.2 MILE NORTH OF
 AM0386'A RANCH HOUSE, 3 FEET SOUTHWEST OF A WITNESS POST, ON THE WEST SLOPE
 AM0386'OF A HILL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 AM0386'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0234 ***********************************************************************
 AM0234  DESIGNATION -  Q 573
 AM0234  PID         -  AM0234
 AM0234  STATE/COUNTY-  TX/BRAZORIA
 AM0234  USGS QUAD   -  CEDAR LANE (1972)
 AM0234
 AM0234                         *CURRENT SURVEY CONTROL
 AM0234  ___________________________________________________________________
 AM0234* NAD 83(1986)-  28 54 38.     (N)    095 37 42.     (W)     SCALED    
 AM0234* NAVD 88     -         3.44   (+/-2cm)      11.3    (feet)  VERTCON   
 AM0234  ___________________________________________________________________
 AM0234  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AM0234
 AM0234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0234
 AM0234.The horizontal coordinates were scaled from a topographic map and have
 AM0234.an estimated accuracy of +/- 6 seconds.
 AM0234
 AM0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0234.The vertical order pertains to the NGVD 29 superseded value.
 AM0234
 AM0234.The geoid height was determined by GEOID03.
 AM0234
 AM0234;                    North         East    Units  Estimated Accuracy
 AM0234;SPC TXSC     - 4,124,130.      928,730.      MT  (+/- 180 meters Scaled)
 AM0234
 AM0234                          SUPERSEDED SURVEY CONTROL
 AM0234
 AM0234  NGVD 29 (??/??/92)    3.471  (m)           11.39   (f) ADJ UNCH    2 0
 AM0234
 AM0234.Superseded values are not recommended for survey control.
 AM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0234.See file dsdata.txt to determine how the superseded data were derived.
 AM0234
 AM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN437009(NAD 83)
 AM0234_MARKER: DB = BENCH MARK DISK
 AM0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0234_STAMPING: Q 573 1941
 AM0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0234+STABILITY: SURFACE MOTION
 AM0234
 AM0234  HISTORY     - Date     Condition        Report By
 AM0234  HISTORY     - 1941     MONUMENTED       CGS
 AM0234  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0234
 AM0234                          STATION DESCRIPTION
 AM0234
 AM0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0234'0.8 MI NE FROM CEDAR LAKE.
 AM0234'IN BRAZORIA COUNTY, 0.8 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE
 AM0234'POST OFFICE AT CEDAR LAKE, MATAGORDA COUNTY, 0.75 MILE NORTHEAST OF
 AM0234'THE BRAZORIA-MATAGORDA COUNTY LINE, AT THE JUNCTION OF A ROAD LEADING
 AM0234'SOUTHEAST, 54 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 45 FEET
 AM0234'SOUTH OF THE CENTERLINE OF THE NORTHEAST-AND-SOUTHWEST ROAD, 28 FEET
 AM0234'WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTHEAST, 5 FEET EAST OF A
 AM0234'POWERLINE POLE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 AM0234'WITH THE ROAD.  A STANDARD DISK, STAMPED Q 573 1941 AND SET IN THE TOP
 AM0234'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 AM0234
 AM0234                          STATION RECOVERY (2003)
 AM0234
 AM0234'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0234'SIGNIFICANT ROAD AND DITCH GRADING MODIFICATIONS HAVE OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0546 ***********************************************************************
 AX0546  DESIGNATION -  Q 575
 AX0546  PID         -  AX0546
 AX0546  STATE/COUNTY-  TX/WHARTON
 AX0546  USGS QUAD   -  DANEVANG (1951)
 AX0546
 AX0546                         *CURRENT SURVEY CONTROL
 AX0546  ___________________________________________________________________
 AX0546* NAD 83(1986)-  29 00 50.     (N)    096 12 25.     (W)     SCALED    
 AX0546* NAVD 88     -        18.69   (+/-2cm)      61.3    (feet)  VERTCON   
 AX0546  ___________________________________________________________________
 AX0546  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0546
 AX0546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0546
 AX0546.The horizontal coordinates were scaled from a topographic map and have
 AX0546.an estimated accuracy of +/- 6 seconds.
 AX0546
 AX0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0546.The vertical order pertains to the NGVD 29 superseded value.
 AX0546
 AX0546.The geoid height was determined by GEOID03.
 AX0546
 AX0546;                    North         East    Units  Estimated Accuracy
 AX0546;SPC TXSC     - 4,134,090.      872,060.      MT  (+/- 180 meters Scaled)
 AX0546
 AX0546                          SUPERSEDED SURVEY CONTROL
 AX0546
 AX0546  NGVD 29 (??/??/92)   18.714  (m)           61.40   (f) ADJ UNCH    2 0
 AX0546
 AX0546.Superseded values are not recommended for survey control.
 AX0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0546.See file dsdata.txt to determine how the superseded data were derived.
 AX0546
 AX0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT720127(NAD 83)
 AX0546_MARKER: DB = BENCH MARK DISK
 AX0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0546_SP_SET: CULVERT
 AX0546_STAMPING: Q 575 1941
 AX0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0546
 AX0546  HISTORY     - Date     Condition        Report By
 AX0546  HISTORY     - 1941     MONUMENTED       CGS
 AX0546  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0546
 AX0546                          STATION DESCRIPTION
 AX0546
 AX0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0546'5.1 MI N FROM MIDFIELD.
 AX0546'TO REACH THE BENCH MARK FROM THE INTERSECTION OF STATE HIGHWAY 71 AND
 AX0546'111 IN MIDFIELD.  GO 5.1 MILES NORTH ALONG HIGHWAY 71 TO A CROSSROAD
 AX0546'AND THE SITE OF THE MARK.  BENCH MARK IS IN THE TOP OF THE EAST
 AX0546'WINGWALL AT THE SOUTH END OF A 3X6 FOOT CONCRETE BOX CULVERT UNDER THE
 AX0546'EAST-WEST ROAD, 38.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE
 AX0546'CENTERLINE OF THE HIGHWAY, 12.5 FEET SOUTH OF THE CENTERLINE OF THE
 AX0546'EAST-WEST ROAD AND IS STAMPED, Q 575 1941.
 AX0546
 AX0546                          STATION RECOVERY (1990)
 AX0546
 AX0546'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2837 ***********************************************************************
 AX2837  DESIGNATION -  Q 575 RESET
 AX2837  PID         -  AX2837
 AX2837  STATE/COUNTY-  TX/MATAGORDA
 AX2837  USGS QUAD   -  DANEVANG (1951)
 AX2837
 AX2837                         *CURRENT SURVEY CONTROL
 AX2837  ___________________________________________________________________
 AX2837* NAD 83(1986)-  29 00 50.     (N)    096 12 25.     (W)     SCALED    
 AX2837* NAVD 88     -        18.65   (+/-2cm)      61.2    (feet)  VERTCON   
 AX2837  ___________________________________________________________________
 AX2837  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX2837
 AX2837  VERT ORDER  -  THIRD (See Below)
 AX2837
 AX2837.The horizontal coordinates were scaled from a topographic map and have
 AX2837.an estimated accuracy of +/- 6 seconds.
 AX2837
 AX2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2837.The vertical order pertains to the NGVD 29 superseded value.
 AX2837
 AX2837.The geoid height was determined by GEOID03.
 AX2837
 AX2837;                    North         East    Units  Estimated Accuracy
 AX2837;SPC TXSC     - 4,134,090.      872,060.      MT  (+/- 180 meters Scaled)
 AX2837
 AX2837                          SUPERSEDED SURVEY CONTROL
 AX2837
 AX2837  NGVD 29 (01/29/03)   18.67   (m)           61.3    (f) RESET       3  
 AX2837
 AX2837.Superseded values are not recommended for survey control.
 AX2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2837.See file dsdata.txt to determine how the superseded data were derived.
 AX2837
 AX2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT720127(NAD 83)
 AX2837_MARKER: DV = VERTICAL CONTROL DISK
 AX2837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX2837_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX2837_STAMPING: Q 575 RESET 1973
 AX2837_MARK LOGO: NGS   
 AX2837_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2837
 AX2837  HISTORY     - Date     Condition        Report By
 AX2837  HISTORY     - 1973     MONUMENTED       NGS
 AX2837  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AX2837
 AX2837                          STATION DESCRIPTION
 AX2837
 AX2837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX2837'FROM THE INTERSECTION OF STATE HIGHWAY 71 AND FARM ROAD 111 IN
 AX2837'MIDFIELD, GO NORTH ON STATE HIGHWAY 71 FOR 3.85 MILES TO THE JUNCTION
 AX2837'OF FARM ROAD 1468 ON THE RIGHT, CONTINUE NORTH ON STATE HIGHWAY 71
 AX2837'FOR 1.25 MILES TO TRACK CROSSROADS AND MARK ON THE LEFT, BRAZED TO
 AX2837'THE TOP OF A 3-INCH IRON PIPE, PROJECTS ABOUT 3 INCHES, 66 FEET WEST
 AX2837'OF THE CENTERLINE OF STATE HIGHWAY 71, 12 FEET SOUTH OF THE CENTER OF
 AX2837'TRACK ROAD, 2 FEET EAST OF A METAL WITNESS POST.
 AX2837
 AX2837                          STATION RECOVERY (1999)
 AX2837
 AX2837'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0356 ***********************************************************************
 AX0356  DESIGNATION -  Q 577
 AX0356  PID         -  AX0356
 AX0356  STATE/COUNTY-  TX/WHARTON
 AX0356  USGS QUAD   -  LOUISE (1981)
 AX0356
 AX0356                         *CURRENT SURVEY CONTROL
 AX0356  ___________________________________________________________________
 AX0356* NAD 83(1986)-  29 05 57.     (N)    096 25 22.     (W)     SCALED    
 AX0356* NAVD 88     -        23.23   (+/-2cm)      76.2    (feet)  VERTCON   
 AX0356  ___________________________________________________________________
 AX0356  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0356
 AX0356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0356
 AX0356.The horizontal coordinates were scaled from a topographic map and have
 AX0356.an estimated accuracy of +/- 6 seconds.
 AX0356
 AX0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0356.The vertical order pertains to the NGVD 29 superseded value.
 AX0356
 AX0356.The geoid height was determined by GEOID03.
 AX0356
 AX0356;                    North         East    Units  Estimated Accuracy
 AX0356;SPC TXSC     - 4,143,050.      850,830.      MT  (+/- 180 meters Scaled)
 AX0356
 AX0356                          SUPERSEDED SURVEY CONTROL
 AX0356
 AX0356  NGVD 29 (??/??/92)   23.235  (m)           76.23   (f) ADJ UNCH    2 0
 AX0356
 AX0356.Superseded values are not recommended for survey control.
 AX0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0356.See file dsdata.txt to determine how the superseded data were derived.
 AX0356
 AX0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT508217(NAD 83)
 AX0356_MARKER: DB = BENCH MARK DISK
 AX0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0356_SP_SET: CULVERT
 AX0356_STAMPING: Q 577 1941
 AX0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0356
 AX0356  HISTORY     - Date     Condition        Report By
 AX0356  HISTORY     - 1941     MONUMENTED       CGS
 AX0356  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0356  HISTORY     - 1972     MARK NOT FOUND   CGS
 AX0356  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0356  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0356
 AX0356                          STATION DESCRIPTION
 AX0356
 AX0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0356'1.0 MI SW FROM LOUISE.
 AX0356'1.0 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0356'STATION AT LOUISE, WHARTON COUNTY, ABOUT 1/4 MILE SOUTHWEST OF
 AX0356'MILEPOST 50, AT THE CROSSING OF A GRAVEL ROAD LEADING SOUTH TO
 AX0356'FRANCITAS, 52.5 FEET NORTHWEST OF THE NORTHWEST RAIL, AT A CONCRETE
 AX0356'CULVERT UNDER THE ROAD, IN THE TOP OF THE SOUTHWEST HEADWALL, 12 FEET
 AX0356'SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN
 AX0356'THE TRACK.  A STANDARD DISK, STAMPED Q 577 1941.
 AX0356
 AX0356                          STATION RECOVERY (1965)
 AX0356
 AX0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0356'MARK NOT FOUND.
 AX0356
 AX0356                          STATION RECOVERY (1972)
 AX0356
 AX0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972
 AX0356'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 AX0356'CONSTRUCTION IN THE AREA INDICATES THE MARK WAS EITHER COVERED OR
 AX0356'DESTROYED.
 AX0356
 AX0356                          STATION RECOVERY (1987)
 AX0356
 AX0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0356'NOT RECOVERED.  THE DESCRIBED HEADWALL COULD NOT BE FOUND.
 AX0356
 AX0356                          STATION RECOVERY (1998)
 AX0356
 AX0356'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0078 ***********************************************************************
 AN0078  DESIGNATION -  Q 579
 AN0078  PID         -  AN0078
 AN0078  STATE/COUNTY-  TX/JACKSON
 AN0078  USGS QUAD   -  FRANCITAS NW (1995)
 AN0078
 AN0078                         *CURRENT SURVEY CONTROL
 AN0078  ___________________________________________________________________
 AN0078* NAD 83(1986)-  28 57 04.     (N)    096 28 55.     (W)     SCALED    
 AN0078* NAVD 88     -        16.41   (+/-2cm)      53.8    (feet)  VERTCON   
 AN0078  ___________________________________________________________________
 AN0078  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0078
 AN0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0078
 AN0078.The horizontal coordinates were scaled from a topographic map and have
 AN0078.an estimated accuracy of +/- 6 seconds.
 AN0078
 AN0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0078.The vertical order pertains to the NGVD 29 superseded value.
 AN0078
 AN0078.The geoid height was determined by GEOID03.
 AN0078
 AN0078;                    North         East    Units  Estimated Accuracy
 AN0078;SPC TXSC     - 4,126,520.      845,430.      MT  (+/- 180 meters Scaled)
 AN0078
 AN0078                          SUPERSEDED SURVEY CONTROL
 AN0078
 AN0078  NGVD 29 (??/??/92)   16.423  (m)           53.88   (f) ADJ UNCH    2 0
 AN0078
 AN0078.Superseded values are not recommended for survey control.
 AN0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0078.See file dsdata.txt to determine how the superseded data were derived.
 AN0078
 AN0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT454051(NAD 83)
 AN0078_MARKER: DB = BENCH MARK DISK
 AN0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0078_SP_SET: CULVERT
 AN0078_STAMPING: Q 579 1941
 AN0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0078
 AN0078  HISTORY     - Date     Condition        Report By
 AN0078  HISTORY     - 1941     MONUMENTED       CGS
 AN0078  HISTORY     - 1972     GOOD             NGS
 AN0078  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 AN0078
 AN0078                          STATION DESCRIPTION
 AN0078
 AN0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0078'6.6 MI SE FROM GANADO.
 AN0078'ABOUT 6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE
 AN0078'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, OR ABOUT 7.5 MILES NORTH
 AN0078'ALONG STATE HIGHWAY 172 FROM THE CROSSING OF THE MISSOURI PACIFIC
 AN0078'RAILROAD AT LA WARD, AT THE INTERSECTION OF THE HIGHWAY AND STATE
 AN0078'HIGHWAY 111, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 AN0078'CONCRETE HEADWALL OF A 7- X 3-FOOT CONCRETE CULVERT UNDER STATE
 AN0078'HIGHWAY 172, 51 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 AN0078'111, 17 1/2 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 172,
 AN0078'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAYS.
 AN0078
 AN0078                          STATION RECOVERY (1991)
 AN0078
 AN0078'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0429 ***********************************************************************
 AN0429  DESIGNATION -  Q 580 RESET 1955
 AN0429  PID         -  AN0429
 AN0429  STATE/COUNTY-  TX/CALHOUN
 AN0429  USGS QUAD   -  SEADRIFT (1973)
 AN0429
 AN0429                         *CURRENT SURVEY CONTROL
 AN0429  ___________________________________________________________________
 AN0429* NAD 83(1986)-  28 28 29.     (N)    096 40 22.     (W)     SCALED    
 AN0429* NAVD 88     -         4.04   (+/-2cm)      13.3    (feet)  VERTCON   
 AN0429  ___________________________________________________________________
 AN0429  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0429
 AN0429  VERT ORDER  -  THIRD (See Below)
 AN0429
 AN0429.The horizontal coordinates were scaled from a topographic map and have
 AN0429.an estimated accuracy of +/- 6 seconds.
 AN0429
 AN0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0429.The vertical order pertains to the NGVD 29 superseded value.
 AN0429
 AN0429.The geoid height was determined by GEOID03.
 AN0429
 AN0429;                    North         East    Units  Estimated Accuracy
 AN0429;SPC TXSC     - 4,073,350.      827,880.      MT  (+/- 180 meters Scaled)
 AN0429
 AN0429                          SUPERSEDED SURVEY CONTROL
 AN0429
 AN0429  NGVD 29 (01/29/03)    4.17   (m)           13.7    (f) RESET       3  
 AN0429
 AN0429.Superseded values are not recommended for survey control.
 AN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0429.See file dsdata.txt to determine how the superseded data were derived.
 AN0429
 AN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS278519(NAD 83)
 AN0429_MARKER: DD = SURVEY DISK
 AN0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0429_SP_SET: CULVERT
 AN0429_STAMPING: Q 580 RESET 1955
 AN0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0429
 AN0429  HISTORY     - Date     Condition        Report By
 AN0429  HISTORY     - 1955     MONUMENTED       TXHD
 AN0429  HISTORY     - 1961     GOOD             TXHD
 AN0429  HISTORY     - 1988     GOOD             USPSQD
 AN0429  HISTORY     - 1990     GOOD             USPSQD
 AN0429  HISTORY     - 19920809 GOOD             USPSQD
 AN0429
 AN0429                          STATION DESCRIPTION
 AN0429
 AN0429'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN0429'11.1 MI SW FROM PORT LAVACA.
 AN0429'11.1 MILES SOUTHWEST ALONG STATE HIGHWAY 238 FROM THE COUNTY
 AN0429'COURTHOUSE AT PORT LAVACA, 6.5 MILES NORTHEAST OF SEADRIFT.  AT A
 AN0429'75-FOOT CONCRETE SLAB SPAN BRIDGE, AND SET IN THE TOP OF THE SOUTHERN
 AN0429'MOST WING WALL, 21.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 AN0429'ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 AN0429
 AN0429                          STATION RECOVERY (1988)
 AN0429
 AN0429'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0429'RECOVERED IN GOOD CONDITION.
 AN0429
 AN0429                          STATION RECOVERY (1990)
 AN0429
 AN0429'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0429'RECOVERED IN GOOD CONDITION.
 AN0429
 AN0429                          STATION RECOVERY (1992)
 AN0429
 AN0429'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0287 ***********************************************************************
 AN0287  DESIGNATION -  Q 582
 AN0287  PID         -  AN0287
 AN0287  STATE/COUNTY-  TX/MATAGORDA
 AN0287  USGS QUAD   -  PALACIOS (1995)
 AN0287
 AN0287                         *CURRENT SURVEY CONTROL
 AN0287  ___________________________________________________________________
 AN0287* NAD 83(1986)-  28 40 30.     (N)    096 10 31.     (W)     SCALED    
 AN0287* NAVD 88     -         4.53   (+/-2cm)      14.9    (feet)  VERTCON   
 AN0287  ___________________________________________________________________
 AN0287  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN0287
 AN0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0287
 AN0287.The horizontal coordinates were scaled from a topographic map and have
 AN0287.an estimated accuracy of +/- 6 seconds.
 AN0287
 AN0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0287.The vertical order pertains to the NGVD 29 superseded value.
 AN0287
 AN0287.The geoid height was determined by GEOID03.
 AN0287
 AN0287;                    North         East    Units  Estimated Accuracy
 AN0287;SPC TXSC     - 4,096,620.      876,050.      MT  (+/- 180 meters Scaled)
 AN0287
 AN0287                          SUPERSEDED SURVEY CONTROL
 AN0287
 AN0287  NGVD 29 (??/??/92)    4.600  (m)           15.09   (f) ADJ UNCH    2 0
 AN0287
 AN0287.Superseded values are not recommended for survey control.
 AN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0287.See file dsdata.txt to determine how the superseded data were derived.
 AN0287
 AN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS760752(NAD 83)
 AN0287_MARKER: DB = BENCH MARK DISK
 AN0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0287_STAMPING: Q 582 1941
 AN0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0287+STABILITY: SURFACE MOTION
 AN0287
 AN0287  HISTORY     - Date     Condition        Report By
 AN0287  HISTORY     - 1941     MONUMENTED       CGS
 AN0287  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AN0287
 AN0287                          STATION DESCRIPTION
 AN0287
 AN0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0287'4.3 MI SE FROM COLLEGEPORT.
 AN0287'4.3 MILES SOUTHEAST OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH MARK
 AN0287'MAY BE REACHED FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A PAVED
 AN0287'COUNTY ROAD, THENCE 3.7 MILES SOUTH ALONG THE OYSTER LAKE ROAD. IT IS
 AN0287'AT THE EAST END OF A CURVE IN THE ROAD, 0.1 MILE EAST OF A ROAD
 AN0287'INTERSECTION,  49.5 FEET NORTHSWEST OF THE CENTER LINE OF THE ROAD, 3
 AN0287'FEET EAST OF A BOARD GATE TO A RICE FIELD, 4 FEET WEST OF A WHITE
 AN0287'WOODEN WITNESS POST, 0.5 FOOT NORTH OF A FENCE, AND LEVEL WITH THE
 AN0287'ROAD.  A STANDARD DISK, STAMPED Q 582 1941 AND SET IN THE TOP OF A
 AN0287'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0287
 AN0287                          STATION RECOVERY (1996)
 AN0287
 AN0287'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0205 ***********************************************************************
 AN0205  DESIGNATION -  Q 583
 AN0205  PID         -  AN0205
 AN0205  STATE/COUNTY-  TX/MATAGORDA
 AN0205  USGS QUAD   -  BLESSING (1995)
 AN0205
 AN0205                         *CURRENT SURVEY CONTROL
 AN0205  ___________________________________________________________________
 AN0205* NAD 83(1986)-  28 45 55.     (N)    096 12 37.     (W)     SCALED    
 AN0205* NAVD 88     -         4.94   (+/-2cm)      16.2    (feet)  VERTCON   
 AN0205  ___________________________________________________________________
 AN0205  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0205
 AN0205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0205
 AN0205.The horizontal coordinates were scaled from a topographic map and have
 AN0205.an estimated accuracy of +/- 6 seconds.
 AN0205
 AN0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0205.The vertical order pertains to the NGVD 29 superseded value.
 AN0205
 AN0205.The geoid height was determined by GEOID03.
 AN0205
 AN0205;                    North         East    Units  Estimated Accuracy
 AN0205;SPC TXSC     - 4,106,540.      872,390.      MT  (+/- 180 meters Scaled)
 AN0205
 AN0205                          SUPERSEDED SURVEY CONTROL
 AN0205
 AN0205  NGVD 29 (??/??/92)    5.00   (m)           16.4    (f) COMPUTED    2 0
 AN0205
 AN0205.Superseded values are not recommended for survey control.
 AN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0205.See file dsdata.txt to determine how the superseded data were derived.
 AN0205
 AN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS723851(NAD 83)
 AN0205_MARKER: DB = BENCH MARK DISK
 AN0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0205_SP_SET: BRIDGE
 AN0205_STAMPING: Q 583 1941
 AN0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0205
 AN0205  HISTORY     - Date     Condition        Report By
 AN0205  HISTORY     - 1941     MONUMENTED       CGS
 AN0205
 AN0205                          STATION DESCRIPTION
 AN0205
 AN0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0205'4.5 MI NE FROM PALACIOS.
 AN0205'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AN0205'PALACIOS-- GO NORTHEASTERLY ALONG STATE HIWAY NO. 35 4.5 MILES TO THE
 AN0205'SITE OF THE MARK.  BENCH MARK IS AT THE TOP OF THE SOUTH WINGWALL AT
 AN0205'WEST END OF CONCRETE BRIDGE FOR A SMALL CREEK UNDER THE HIWAY NO. 35.
 AN0205'A MONEL METAL DISK SET HORIZONTALLY IN A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0206 ***********************************************************************
 AN0206  DESIGNATION -  Q 583 RESET 1963
 AN0206  PID         -  AN0206
 AN0206  STATE/COUNTY-  TX/MATAGORDA
 AN0206  USGS QUAD   -  BLESSING (1995)
 AN0206
 AN0206                         *CURRENT SURVEY CONTROL
 AN0206  ___________________________________________________________________
 AN0206* NAD 83(1986)-  28 45 54.     (N)    096 12 35.     (W)     SCALED    
 AN0206* NAVD 88     -         4.63   (+/-2cm)      15.2    (feet)  VERTCON   
 AN0206  ___________________________________________________________________
 AN0206  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0206
 AN0206  VERT ORDER  -  THIRD (See Below)
 AN0206
 AN0206.The horizontal coordinates were scaled from a topographic map and have
 AN0206.an estimated accuracy of +/- 6 seconds.
 AN0206
 AN0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0206.The vertical order pertains to the NGVD 29 superseded value.
 AN0206
 AN0206.The geoid height was determined by GEOID03.
 AN0206
 AN0206;                    North         East    Units  Estimated Accuracy
 AN0206;SPC TXSC     - 4,106,510.      872,450.      MT  (+/- 180 meters Scaled)
 AN0206
 AN0206                          SUPERSEDED SURVEY CONTROL
 AN0206
 AN0206  NGVD 29 (??/??/??)    4.69   (m)           15.4    (f) RESET       3  
 AN0206
 AN0206.Superseded values are not recommended for survey control.
 AN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0206.See file dsdata.txt to determine how the superseded data were derived.
 AN0206
 AN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS724851(NAD 83)
 AN0206_MARKER: DB = BENCH MARK DISK
 AN0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0206_STAMPING: Q 583 RESET 1963
 AN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0206+STABILITY: SURFACE MOTION
 AN0206
 AN0206  HISTORY     - Date     Condition        Report By
 AN0206  HISTORY     - 1963     MONUMENTED       CGS
 AN0206
 AN0206                          STATION DESCRIPTION
 AN0206
 AN0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0206'4.0 MI NE FROM PALACIOS.
 AN0206'3.55 MILES NORTH ALONG HIGHWAY 35 FROM THE INTERSECTION OF LOOP 141 AT
 AN0206'PALACIOS, MATAGORDA COUNTY, 135 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 AN0206'THE R. K. DARNALL RESIDENCE, 89 FEET SOUTH OF FENCE CORNER, 81 FEET
 AN0206'EAST OF CENTER LINE OF HIGHWAY 35, 6 FEET NORTH-NORTHEAST OF POWERLINE
 AN0206'POLE, 2 FEET SOUTHEAST OF STEEL WITNESS POST, 1 FOOT EAST OF THE
 AN0206'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED Q 583 RESET 1963
 AN0206'SET IN 10- BY 10-INCH CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0179 ***********************************************************************
 AN0179  DESIGNATION -  Q 584
 AN0179  PID         -  AN0179
 AN0179  STATE/COUNTY-  TX/JACKSON
 AN0179  USGS QUAD   -  TURTLE BAY (1995)
 AN0179
 AN0179                         *CURRENT SURVEY CONTROL
 AN0179  ___________________________________________________________________
 AN0179* NAD 83(1986)-  28 43 11.     (N)    096 21 13.     (W)     SCALED    
 AN0179* NAVD 88     -         4.91   (+/-2cm)      16.1    (feet)  VERTCON   
 AN0179  ___________________________________________________________________
 AN0179  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN0179
 AN0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0179
 AN0179.The horizontal coordinates were scaled from a topographic map and have
 AN0179.an estimated accuracy of +/- 6 seconds.
 AN0179
 AN0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0179.The vertical order pertains to the NGVD 29 superseded value.
 AN0179
 AN0179.The geoid height was determined by GEOID03.
 AN0179
 AN0179;                    North         East    Units  Estimated Accuracy
 AN0179;SPC TXSC     - 4,101,160.      858,510.      MT  (+/- 180 meters Scaled)
 AN0179
 AN0179                          SUPERSEDED SURVEY CONTROL
 AN0179
 AN0179  NGVD 29 (??/??/92)    4.99   (m)           16.4    (f) COMPUTED    2 0
 AN0179
 AN0179.Superseded values are not recommended for survey control.
 AN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0179.See file dsdata.txt to determine how the superseded data were derived.
 AN0179
 AN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS585798(NAD 83)
 AN0179_MARKER: DB = BENCH MARK DISK
 AN0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0179_SP_SET: CULVERT
 AN0179_STAMPING: Q 584 1941
 AN0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0179
 AN0179  HISTORY     - Date     Condition        Report By
 AN0179  HISTORY     - 1941     MONUMENTED       CGS
 AN0179
 AN0179                          STATION DESCRIPTION
 AN0179
 AN0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0179'8.7 MI W FROM PALACIOS.
 AN0179'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC RR DEPOT AT
 AN0179'PALACIOS-- GO WESTERLY 8.7 MILES ALONG STATE HIWAY NO. 35 TO THE SITE
 AN0179'OF THE MARK.  BENCH MARK IS AT ABOUT THE CENTER OF LONG CURVE IN THE
 AN0179'HIWAY, 408.0 FEET EAST OF T ROAD THAT FORKS TO SOUTH AND SOUTHWEST, AT
 AN0179'THE WEST END OF NORTH HEADWALL OF A DOUBLE 4X4 FOOT CULVERT.  A
 AN0179'STANDARD DISK SET HORIZONTALLY IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0180 ***********************************************************************
 AN0180  DESIGNATION -  Q 584 RESET 1957
 AN0180  PID         -  AN0180
 AN0180  STATE/COUNTY-  TX/JACKSON
 AN0180  USGS QUAD   -  TURTLE BAY (1995)
 AN0180
 AN0180                         *CURRENT SURVEY CONTROL
 AN0180  ___________________________________________________________________
 AN0180* NAD 83(1986)-  28 43 11.     (N)    096 21 13.     (W)     SCALED    
 AN0180* NAVD 88     -         4.73   (+/-2cm)      15.5    (feet)  VERTCON   
 AN0180  ___________________________________________________________________
 AN0180  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN0180
 AN0180  VERT ORDER  -  THIRD (See Below)
 AN0180
 AN0180.The horizontal coordinates were scaled from a topographic map and have
 AN0180.an estimated accuracy of +/- 6 seconds.
 AN0180
 AN0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0180.The vertical order pertains to the NGVD 29 superseded value.
 AN0180
 AN0180.The geoid height was determined by GEOID03.
 AN0180
 AN0180;                    North         East    Units  Estimated Accuracy
 AN0180;SPC TXSC     - 4,101,160.      858,510.      MT  (+/- 180 meters Scaled)
 AN0180
 AN0180                          SUPERSEDED SURVEY CONTROL
 AN0180
 AN0180  NGVD 29 (??/??/??)    4.82   (m)           15.8    (f) RESET       3  
 AN0180
 AN0180.Superseded values are not recommended for survey control.
 AN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0180.See file dsdata.txt to determine how the superseded data were derived.
 AN0180
 AN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS585798(NAD 83)
 AN0180_MARKER: DB = BENCH MARK DISK
 AN0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0180_SP_SET: CULVERT
 AN0180_STAMPING: Q 584 RESET 1957
 AN0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0180
 AN0180  HISTORY     - Date     Condition        Report By
 AN0180  HISTORY     - 1957     MONUMENTED       TXHD
 AN0180
 AN0180                          STATION DESCRIPTION
 AN0180
 AN0180'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AN0180'8.7 MI W FROM PALACIOS.
 AN0180'IN JACKSON COUNTY, 8.7 MILES WEST ALONG STATE HIGHWAY 35 FROM THE
 AN0180'TEXAS AND NEW ORLEANS RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY,
 AN0180'AT THE MIDDLE OF A LONG CURVE IN THE HIGHWAY, 408 FEET EAST OF A
 AN0180'T-JUNCTION OF A ROAD THAT FORKS TO THE SOUTH AND SOUTHWEST, AT A
 AN0180'DOUBLE 4- BY 4-FOOT BOX CULVERT UNDER THE HIGHWAY AND IN THE TOP AND
 AN0180'CENTER OF THE SOUTH HEADWALL.  A STANDARD DISK, STAMPED Q 584 RESET
 AN0180'1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0223 ***********************************************************************
 AM0223  DESIGNATION -  Q 585
 AM0223  PID         -  AM0223
 AM0223  STATE/COUNTY-  TX/BRAZORIA
 AM0223  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0223
 AM0223                         *CURRENT SURVEY CONTROL
 AM0223  ___________________________________________________________________
 AM0223* NAD 83(1986)-  28 56 13.     (N)    095 32 51.     (W)     SCALED    
 AM0223* NAVD 88     -         3.25   (+/-2cm)      10.7    (feet)  VERTCON   
 AM0223  ___________________________________________________________________
 AM0223  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AM0223
 AM0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0223
 AM0223.The horizontal coordinates were scaled from a topographic map and have
 AM0223.an estimated accuracy of +/- 6 seconds.
 AM0223
 AM0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0223.The vertical order pertains to the NGVD 29 superseded value.
 AM0223
 AM0223.The geoid height was determined by GEOID03.
 AM0223
 AM0223;                    North         East    Units  Estimated Accuracy
 AM0223;SPC TXSC     - 4,127,280.      936,530.      MT  (+/- 180 meters Scaled)
 AM0223
 AM0223                          SUPERSEDED SURVEY CONTROL
 AM0223
 AM0223  NGVD 29 (??/??/92)    3.274  (m)           10.74   (f) ADJ UNCH    2 0
 AM0223
 AM0223.Superseded values are not recommended for survey control.
 AM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0223.See file dsdata.txt to determine how the superseded data were derived.
 AM0223
 AM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN516036(NAD 83)
 AM0223_MARKER: DB = BENCH MARK DISK
 AM0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0223_STAMPING: Q 585 1941
 AM0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0223+STABILITY: SURFACE MOTION
 AM0223
 AM0223  HISTORY     - Date     Condition        Report By
 AM0223  HISTORY     - 1941     MONUMENTED       CGS
 AM0223  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0223
 AM0223                          STATION DESCRIPTION
 AM0223
 AM0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0223'5.4 MI SE FROM BRAZORIA.
 AM0223'IN BRAZORIA COUNTY, 5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM
 AM0223'THE MISSOURI PACIFIC RAILROAD STATION AT BRAZORIA, BRAZORIA COUNTY,
 AM0223'THENCE 4.1 MILES SOUTHWEST ALONG A COUNTY ROAD.  4.9 MILES NORTHEAST
 AM0223'ALONG A COUNTY ROAD FROM THE POST OFFICE AT CEDAR LAKE, MATAGORDA
 AM0223'COUNTY, THENCE 2.45 MILES SOUTHEAST ALONG A COUNTY ROAD, AND THENCE
 AM0223'1.2 MILES NORTHEAST ALONG ANOTHER COUNTY ROAD.  310 FEET NORTHEAST OF
 AM0223'THE EAST END OF CHURCHILL BRIDGE OVER SAN BERNARD RIVER, AT THE
 AM0223'JUNCTION OF A ROAD LEADING NORTH TO A FISHING CAMP, 51 FEET WEST OF
 AM0223'THE CENTER OF THE JUNCTION, 39 FEET NORTHWEST OF THE CENTERLINE OF THE
 AM0223'COUNTY ROAD, 19.5 FEET SOUTHWEST OF A FENCE CORNER, 2.8 FEET SOUTHEAST
 AM0223'OF THE FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND
 AM0223'LEVEL WITH THE COUNTY ROAD.  A STANDARD DISK, STAMPED Q 585 1941 AND
 AM0223'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 AM0223
 AM0223                          STATION RECOVERY (2003)
 AM0223
 AM0223'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0085 ***********************************************************************
 AM0085  DESIGNATION -  Q 586
 AM0085  PID         -  AM0085
 AM0085  STATE/COUNTY-  TX/BRAZORIA
 AM0085  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0085
 AM0085                         *CURRENT SURVEY CONTROL
 AM0085  ___________________________________________________________________
 AM0085* NAD 83(1986)-  28 59 07.     (N)    095 30 25.     (W)     SCALED    
 AM0085* NAVD 88     -         7.39   (+/-2cm)      24.2    (feet)  VERTCON   
 AM0085  ___________________________________________________________________
 AM0085  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AM0085
 AM0085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0085
 AM0085.The horizontal coordinates were scaled from a topographic map and have
 AM0085.an estimated accuracy of +/- 6 seconds.
 AM0085
 AM0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0085.The vertical order pertains to the NGVD 29 superseded value.
 AM0085
 AM0085.The geoid height was determined by GEOID03.
 AM0085
 AM0085;                    North         East    Units  Estimated Accuracy
 AM0085;SPC TXSC     - 4,132,750.      940,320.      MT  (+/- 180 meters Scaled)
 AM0085
 AM0085                          SUPERSEDED SURVEY CONTROL
 AM0085
 AM0085  NGVD 29 (??/??/92)    7.415  (m)           24.33   (f) ADJ UNCH    2 0
 AM0085
 AM0085.Superseded values are not recommended for survey control.
 AM0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0085.See file dsdata.txt to determine how the superseded data were derived.
 AM0085
 AM0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN557089(NAD 83)
 AM0085_MARKER: DJ = TIDAL STATION DISK
 AM0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0085_STAMPING: NO 8 1973
 AM0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0085
 AM0085  HISTORY     - Date     Condition        Report By
 AM0085  HISTORY     - 1942     MONUMENTED       CGS
 AM0085  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0085  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0085
 AM0085                          STATION DESCRIPTION
 AM0085
 AM0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AM0085'3.25 MI E FROM FREEPORT.
 AM0085'2.6 MILES EAST ALONG COUNTY ROAD 229 FROM THE JUNCTION OF VELASCO
 AM0085'BOULEVARD AT FREEPORT, THENCE 0.65 MILE SOUTHEAST AND SOUTH ALONG THE
 AM0085'WEST LEVEE ROAD OF DOW BARGE CANAL, 0.05 MILE SOUTH OF THE JUNCTION OF
 AM0085'A ROAD SOUTH TO THE DOW CHEMICAL COMPANY SKIMMER GATE, CARETAKER HOUSE
 AM0085'AND A TIDE GAGE, 120 FEET NORTH OF BENCH MARK H 1209, 39 FEET WEST OF
 AM0085'A FENCE LINE, 21 FEET EAST OF THE CENTER LINE OF A SHELL ROAD, 4.5
 AM0085'FEET NORTH OF POWER POLE RPL 432/227 WITH TRANSFORMER, 3 FEET WEST OF
 AM0085'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 AM0085'FOOT ABOVE THE GROUND.
 AM0085
 AM0085                          STATION RECOVERY (1978)
 AM0085
 AM0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0085'NOT RECOVERED THIS DATE.
 AM0085
 AM0085                          STATION RECOVERY (1978)
 AM0085
 AM0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0085'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1232 ***********************************************************************
 AN1232  DESIGNATION -  Q 587
 AN1232  PID         -  AN1232
 AN1232  STATE/COUNTY-  TX/REFUGIO
 AN1232  USGS QUAD   -  REFUGIO (1979)
 AN1232
 AN1232                         *CURRENT SURVEY CONTROL
 AN1232  ___________________________________________________________________
 AN1232* NAD 83(1986)-  28 17 02.     (N)    097 17 32.     (W)     SCALED    
 AN1232* NAVD 88     -        12.92   (+/-2cm)      42.4    (feet)  VERTCON   
 AN1232  ___________________________________________________________________
 AN1232  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1232
 AN1232  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1232
 AN1232.The horizontal coordinates were scaled from a topographic map and have
 AN1232.an estimated accuracy of +/- 6 seconds.
 AN1232
 AN1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1232.The vertical order pertains to the NGVD 29 superseded value.
 AN1232
 AN1232.The geoid height was determined by GEOID03.
 AN1232
 AN1232;                    North         East    Units  Estimated Accuracy
 AN1232;SPC TXSC     - 4,051,160.      767,540.      MT  (+/- 180 meters Scaled)
 AN1232
 AN1232                          SUPERSEDED SURVEY CONTROL
 AN1232
 AN1232  NGVD 29 (??/??/92)   13.07   (m)           42.9    (f) COMPUTED    1 2
 AN1232
 AN1232.Superseded values are not recommended for survey control.
 AN1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1232.See file dsdata.txt to determine how the superseded data were derived.
 AN1232
 AN1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS674298(NAD 83)
 AN1232_MARKER: DB = BENCH MARK DISK
 AN1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1232_SP_SET: CULVERT
 AN1232_STAMPING: Q 587 1942
 AN1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1232
 AN1232  HISTORY     - Date     Condition        Report By
 AN1232  HISTORY     - 1942     MONUMENTED       CGS
 AN1232  HISTORY     - 1950     GOOD             NGS
 AN1232  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1232  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1232  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1232
 AN1232                          STATION DESCRIPTION
 AN1232
 AN1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1232'2.0 MI SW FROM REFUGIO.
 AN1232'2.0 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1232'RAILROAD FROM THE STATION AT REFUGIO, 3 1/2 POLES SOUTHWEST OF
 AN1232'MILEPOST 184, AT A JUNCTION WITH A ROAD LEADING NORTHWEST, 143 FEET
 AN1232'NORTHWEST OF THE NORTHWEST RAIL, 123 FEET SOUTH OF THE WEST CORNER OF
 AN1232'A FENCE AROUND A SMALL CEMETERY, 37 FEET NORTHWEST OF THE CENTER LINE
 AN1232'OF U.S. HIGHWAY 77, 13 FEET SOUTHEAST OF THE SOUTHWEST END OF A CATTLE
 AN1232'GUARD, 9 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING
 AN1232'NORTHWEST, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 AN1232'HEADWALL OF AN 18 INCH CULVERT UNDER THE ROAD LEADING NORTHWEST.
 AN1232
 AN1232                          STATION RECOVERY (1974)
 AN1232
 AN1232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1232'MARK NOT FOUND.
 AN1232
 AN1232                          STATION RECOVERY (1978)
 AN1232
 AN1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1232'NOT RECOVERED ON THIS DATE, THE ROAD HAS BEEN WIDENED AND THE CULVERT
 AN1232'IS BELIEVED TO BE DESTROYED.
 AN1232
 AN1232                          STATION RECOVERY (1999)
 AN1232
 AN1232'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0002 ***********************************************************************
 AH0002  DESIGNATION -  Q 588
 AH0002  PID         -  AH0002
 AH0002  STATE/COUNTY-  TX/SAN PATRICIO
 AH0002  USGS QUAD   -  ODEM (1975)
 AH0002
 AH0002                         *CURRENT SURVEY CONTROL
 AH0002  ___________________________________________________________________
 AH0002* NAD 83(1986)-  27 59 25.     (N)    097 32 49.     (W)     SCALED    
 AH0002* NAVD 88     -        15.623  (meters)      51.26   (feet)  ADJUSTED  
 AH0002  ___________________________________________________________________
 AH0002  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AH0002  DYNAMIC HT  -          15.600 (meters)      51.18  (feet)  COMP
 AH0002  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 AH0002
 AH0002  VERT ORDER  -  FIRST     CLASS I
 AH0002
 AH0002.The horizontal coordinates were scaled from a topographic map and have
 AH0002.an estimated accuracy of +/- 6 seconds.
 AH0002
 AH0002.The orthometric height was determined by differential leveling
 AH0002.and adjusted by the National Geodetic Survey in June 1991..
 AH0002.WARNING-Repeat measurements at this control monument indicate possible
 AH0002.vertical movement.
 AH0002
 AH0002.The geoid height was determined by GEOID03.
 AH0002
 AH0002.The dynamic height is computed by dividing the NAVD 88
 AH0002.geopotential number by the normal gravity value computed on the
 AH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0002.degrees latitude (g = 980.6199 gals.).
 AH0002
 AH0002.The modeled gravity was interpolated from observed gravity values.
 AH0002
 AH0002;                    North         East    Units  Estimated Accuracy
 AH0002;SPC TX S     - 5,257,800.      393,760.      MT  (+/- 180 meters Scaled)
 AH0002
 AH0002                          SUPERSEDED SURVEY CONTROL
 AH0002
 AH0002  NGVD 29 (??/??/92)   15.797  (m)           51.83   (f) ADJ UNCH    1 1
 AH0002
 AH0002.Superseded values are not recommended for survey control.
 AH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0002.See file dsdata.txt to determine how the superseded data were derived.
 AH0002
 AH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR428969(NAD 83)
 AH0002_MARKER: DB = BENCH MARK DISK
 AH0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0002_STAMPING: Q 588 1942
 AH0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0002+STABILITY: SURFACE MOTION
 AH0002
 AH0002  HISTORY     - Date     Condition        Report By
 AH0002  HISTORY     - 1942     MONUMENTED       CGS
 AH0002  HISTORY     - 1950     GOOD             NGS
 AH0002  HISTORY     - 1978     GOOD             NGS
 AH0002  HISTORY     - 19960727 GOOD             USPSQD
 AH0002
 AH0002                          STATION DESCRIPTION
 AH0002
 AH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0002'3.4 MI NE FROM ODEM.
 AH0002'3.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AH0002'AT ODEM, SAN PATRICIO COUNTY, 0.1 MILE NORTHEAST OF THE INTERSECTION
 AH0002'OF STATE HIGHWAY 96 AND A ROAD LEADING WEST, 6 POLES SOUTHWEST OF A
 AH0002'TRESTLE, 5.4 FEET NORTHWEST OF MILEPOST 158, 44 FEET NORTHWEST OF THE
 AH0002'CENTERLINE OF THE TRACK, 56 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 AH0002'HIGHWAY 96, ON A RIDGE ALONG THE RIGHT-OF-WAY LINE, AND 3 FEET WEST OF
 AH0002'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, SET IN THE TOP OF A
 AH0002'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0002
 AH0002                          STATION RECOVERY (1950)
 AH0002
 AH0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AH0002'RECOVERED IN GOOD CONDITION.
 AH0002
 AH0002                          STATION RECOVERY (1978)
 AH0002
 AH0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0002'RECOVERED IN GOOD CONDITION.
 AH0002
 AH0002                          STATION RECOVERY (1996)
 AH0002
 AH0002'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0774 ***********************************************************************
 AH0774  DESIGNATION -  Q 589
 AH0774  PID         -  AH0774
 AH0774  STATE/COUNTY-  TX/NUECES
 AH0774  USGS QUAD   -  ANNAVILLE (1975)
 AH0774
 AH0774                         *CURRENT SURVEY CONTROL
 AH0774  ___________________________________________________________________
 AH0774* NAD 83(1986)-  27 50 54.     (N)    097 32 23.     (W)     SCALED    
 AH0774* NAVD 88     -         0.65   (+/-2cm)       2.1    (feet)  VERTCON   
 AH0774  ___________________________________________________________________
 AH0774  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AH0774
 AH0774  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0774
 AH0774.The horizontal coordinates were scaled from a topographic map and have
 AH0774.an estimated accuracy of +/- 6 seconds.
 AH0774
 AH0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0774.The vertical order pertains to the NGVD 29 superseded value.
 AH0774
 AH0774.The geoid height was determined by GEOID03.
 AH0774
 AH0774;                    North         East    Units  Estimated Accuracy
 AH0774;SPC TX S     - 5,242,080.      394,590.      MT  (+/- 180 meters Scaled)
 AH0774
 AH0774                          SUPERSEDED SURVEY CONTROL
 AH0774
 AH0774  NGVD 29 (??/??/92)    0.816  (m)            2.68   (f) ADJ UNCH    1 2
 AH0774
 AH0774.Superseded values are not recommended for survey control.
 AH0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0774.See file dsdata.txt to determine how the superseded data were derived.
 AH0774
 AH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR437812(NAD 83)
 AH0774_MARKER: DB = BENCH MARK DISK
 AH0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0774_STAMPING: Q 589 1942
 AH0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0774+STABILITY: SURFACE MOTION
 AH0774
 AH0774  HISTORY     - Date     Condition        Report By
 AH0774  HISTORY     - 1942     MONUMENTED       CGS
 AH0774  HISTORY     - 1951     GOOD             NGS
 AH0774  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH0774
 AH0774                          STATION DESCRIPTION
 AH0774
 AH0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0774'7.9 MI SE FROM ODEM.
 AH0774'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ODEM-- PROCEED
 AH0774'7.9 MILES SOUTHEASTERLY ALONG THE MISSOURI PACIFIC BRANCH LINE (S.A.U.
 AH0774'AND G.) TO SITE OF BENCH MARK.  BENCH MARK IS 90.0 FEET SOUTH OF AND
 AH0774'ACROSS THE TRACKS FROM MILE POLE NO.140, 48.5 FEET SOUTHWEST OF AND
 AH0774'ABOUT 4.0 FEET BELOW THE CENTERLINE OF THE TRACKS.  IT IS 4.0 FEET
 AH0774'WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTHEAST OF
 AH0774'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AH0774
 AH0774                          STATION RECOVERY (1951)
 AH0774
 AH0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0774'RECOVERED IN GOOD CONDITION.
 AH0774
 AH0774                          STATION RECOVERY (2001)
 AH0774
 AH0774'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0347 ***********************************************************************
 AE0347  DESIGNATION -  Q 59
 AE0347  PID         -  AE0347
 AE0347  STATE/COUNTY-  TX/HIDALGO
 AE0347  USGS QUAD   -  PHARR (1983)
 AE0347
 AE0347                         *CURRENT SURVEY CONTROL
 AE0347  ___________________________________________________________________
 AE0347* NAD 83(1986)-  26 11 34.     (N)    098 10 31.     (W)     SCALED    
 AE0347* NAVD 88     -        34.589  (meters)     113.48   (feet)  ADJUSTED  
 AE0347  ___________________________________________________________________
 AE0347  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AE0347  DYNAMIC HT  -          34.531 (meters)     113.29  (feet)  COMP
 AE0347  MODELED GRAV-     978,996.0   (mgal)                       NAVD 88
 AE0347
 AE0347  VERT ORDER  -  FIRST     CLASS II
 AE0347
 AE0347.The horizontal coordinates were scaled from a topographic map and have
 AE0347.an estimated accuracy of +/- 6 seconds.
 AE0347
 AE0347.The orthometric height was determined by differential leveling
 AE0347.and adjusted by the National Geodetic Survey in June 1991..
 AE0347
 AE0347.The geoid height was determined by GEOID03.
 AE0347
 AE0347.The dynamic height is computed by dividing the NAVD 88
 AE0347.geopotential number by the normal gravity value computed on the
 AE0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0347.degrees latitude (g = 980.6199 gals.).
 AE0347
 AE0347.The modeled gravity was interpolated from observed gravity values.
 AE0347
 AE0347;                    North         East    Units  Estimated Accuracy
 AE0347;SPC TX S     - 5,058,330.      332,460.      MT  (+/- 180 meters Scaled)
 AE0347
 AE0347                          SUPERSEDED SURVEY CONTROL
 AE0347
 AE0347  NGVD 29 (??/??/92)   34.709  (m)          113.87   (f) ADJ UNCH    1 2
 AE0347
 AE0347.Superseded values are not recommended for survey control.
 AE0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0347.See file dsdata.txt to determine how the superseded data were derived.
 AE0347
 AE0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP824972(NAD 83)
 AE0347_MARKER: DB = BENCH MARK DISK
 AE0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0347_SP_SET: BUILDING
 AE0347_STAMPING: Q 59 1918
 AE0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0347
 AE0347  HISTORY     - Date     Condition        Report By
 AE0347  HISTORY     - 1918     MONUMENTED       CGS
 AE0347  HISTORY     - 1943     GOOD             NGS
 AE0347  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0347
 AE0347                          STATION DESCRIPTION
 AE0347
 AE0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0347'0.5 MI E FROM PHARR.
 AE0347'BENCH MARK IS ABOUT 0.5 MILE EASTERLY ALONG U.S. HIGHWAY NO. 83 FROM
 AE0347'THE MISSOURI PACIFIC RAILROAD STATION AT PHARR, ABOUT 1.1 MILES
 AE0347'WESTERLY FROM THE STATION AT SAN JUAN, AND AT DISTRICT NO. 4 HIGH
 AE0347'SCHOOL.  IT IS SET HORIZONTALLY ON THE CONCRETE WALK AT THE NORTHEAST
 AE0347'CORNER OF THE VESTIBULE OF THE NORTH ENTRANCE TO THE BUILDING.  IT IS
 AE0347'9.3 FEET EAST OF THE CENTER OF THE ENTRANCE, AND 5.7 FEET NORTH OF THE
 AE0347'NORTH WALL OF THE BUILDING.  A DISK SET IN DRILL HOLE.
 AE0347
 AE0347                          STATION RECOVERY (1981)
 AE0347
 AE0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0347'MARK NOT RECOVERED, SIDEWALK REMODELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0738 ***********************************************************************
 AH0738  DESIGNATION -  Q 590
 AH0738  PID         -  AH0738
 AH0738  STATE/COUNTY-  TX/NUECES
 AH0738  USGS QUAD   -  DRISCOLL WEST (1978)
 AH0738
 AH0738                         *CURRENT SURVEY CONTROL
 AH0738  ___________________________________________________________________
 AH0738* NAD 83(1986)-  27 38 53.     (N)    097 45 46.     (W)     SCALED    
 AH0738* NAVD 88     -        18.912  (meters)      62.05   (feet)  ADJUSTED  
 AH0738  ___________________________________________________________________
 AH0738  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH0738  DYNAMIC HT  -          18.883 (meters)      61.95  (feet)  COMP
 AH0738  MODELED GRAV-     979,107.1   (mgal)                       NAVD 88
 AH0738
 AH0738  VERT ORDER  -  FIRST     CLASS II
 AH0738
 AH0738.The horizontal coordinates were scaled from a topographic map and have
 AH0738.an estimated accuracy of +/- 6 seconds.
 AH0738
 AH0738.The orthometric height was determined by differential leveling
 AH0738.and adjusted by the National Geodetic Survey in June 1991..
 AH0738
 AH0738.The geoid height was determined by GEOID03.
 AH0738
 AH0738.The dynamic height is computed by dividing the NAVD 88
 AH0738.geopotential number by the normal gravity value computed on the
 AH0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0738.degrees latitude (g = 980.6199 gals.).
 AH0738
 AH0738.The modeled gravity was interpolated from observed gravity values.
 AH0738
 AH0738;                    North         East    Units  Estimated Accuracy
 AH0738;SPC TX S     - 5,219,740.      372,750.      MT  (+/- 180 meters Scaled)
 AH0738
 AH0738                          SUPERSEDED SURVEY CONTROL
 AH0738
 AH0738  NGVD 29 (??/??/92)   19.02   (m)           62.4    (f) COMPUTED    1 2
 AH0738
 AH0738.Superseded values are not recommended for survey control.
 AH0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0738.See file dsdata.txt to determine how the superseded data were derived.
 AH0738
 AH0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR220588(NAD 83)
 AH0738_MARKER: DB = BENCH MARK DISK
 AH0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0738_SP_SET: ABUTMENT
 AH0738_STAMPING: Q 590 1942
 AH0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0738
 AH0738  HISTORY     - Date     Condition        Report By
 AH0738  HISTORY     - 1942     MONUMENTED       CGS
 AH0738  HISTORY     - 1950     GOOD             NGS
 AH0738  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0738  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0738
 AH0738                          STATION DESCRIPTION
 AH0738
 AH0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0738'1.75 MI SW FROM DRISCOLL.
 AH0738'1.75 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0738'RAILROAD FROM THE STATION AT DRISCOLL, 76 FEET NORTHEAST OF MILEPOST
 AH0738'130, 38 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 6.6
 AH0738'FEET NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT BELOW THE TOP OF THE
 AH0738'RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT
 AH0738'OF BRIDGE 130-0.
 AH0738
 AH0738                          STATION RECOVERY (1997)
 AH0738
 AH0738'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0738'MARK NOT FOUND.
 AH0738
 AH0738                          STATION RECOVERY (2001)
 AH0738
 AH0738'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0739 ***********************************************************************
 AH0739  DESIGNATION -  Q 590 RESET 1954
 AH0739  PID         -  AH0739
 AH0739  STATE/COUNTY-  TX/NUECES
 AH0739  USGS QUAD   -  DRISCOLL WEST (1978)
 AH0739
 AH0739                         *CURRENT SURVEY CONTROL
 AH0739  ___________________________________________________________________
 AH0739* NAD 83(1986)-  27 38 55.     (N)    097 45 46.     (W)     SCALED    
 AH0739* NAVD 88     -        18.905  (meters)      62.02   (feet)  ADJUSTED  
 AH0739  ___________________________________________________________________
 AH0739  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AH0739  DYNAMIC HT  -          18.876 (meters)      61.93  (feet)  COMP
 AH0739  MODELED GRAV-     979,107.1   (mgal)                       NAVD 88
 AH0739
 AH0739  VERT ORDER  -  FIRST     CLASS II
 AH0739
 AH0739.The horizontal coordinates were scaled from a topographic map and have
 AH0739.an estimated accuracy of +/- 6 seconds.
 AH0739
 AH0739.The orthometric height was determined by differential leveling
 AH0739.and adjusted by the National Geodetic Survey in June 1991..
 AH0739
 AH0739.The geoid height was determined by GEOID03.
 AH0739
 AH0739.The dynamic height is computed by dividing the NAVD 88
 AH0739.geopotential number by the normal gravity value computed on the
 AH0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0739.degrees latitude (g = 980.6199 gals.).
 AH0739
 AH0739.The modeled gravity was interpolated from observed gravity values.
 AH0739
 AH0739;                    North         East    Units  Estimated Accuracy
 AH0739;SPC TX S     - 5,219,800.      372,750.      MT  (+/- 180 meters Scaled)
 AH0739
 AH0739                          SUPERSEDED SURVEY CONTROL
 AH0739
 AH0739  NGVD 29 (??/??/??)   18.77   (m)           61.6    (f) RESET       3  
 AH0739
 AH0739.Superseded values are not recommended for survey control.
 AH0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0739.See file dsdata.txt to determine how the superseded data were derived.
 AH0739
 AH0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR220588(NAD 83)
 AH0739_MARKER: DB = BENCH MARK DISK
 AH0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0739_SP_SET: ABUTMENT
 AH0739_STAMPING: Q 590 RESET 1954
 AH0739_MARK LOGO: CGS   
 AH0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0739
 AH0739  HISTORY     - Date     Condition        Report By
 AH0739  HISTORY     - 1954     MONUMENTED       MPRR
 AH0739  HISTORY     - 1981     GOOD             NGS
 AH0739  HISTORY     - 19970726 GOOD             USPSQD
 AH0739  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0739
 AH0739                          STATION DESCRIPTION
 AH0739
 AH0739'DESCRIBED BY MISSOURI PACIFIC RAILROAD 1954
 AH0739'1.8 MI SW FROM DRISCOLL.
 AH0739'1.8 MILES SOUTHWEST ALONG ST. LOUIS, BROWNSVILLE AND MEXICO RAILWAY
 AH0739'FROM THE STATION AT DRISCOLL, 147 FEET NORTHEAST OF MILE POST 130, 32
 AH0739'FEET NORTH OF THE CENTERLINE OF AN EAST AND WEST ROAD, 6 FEET
 AH0739'NORTHWEST OF THE NORTHWEST RAIL, AT BRIDGE 130.1, AND SET IN THE
 AH0739'NORTHWEST END OF THE SOUTHWEST ABUTMENT AND 1.7 FEET LOWER THAN THE
 AH0739'TOP OF RAIL.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0739
 AH0739                          STATION RECOVERY (1981)
 AH0739
 AH0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0739'RECOVERED THIS DATE.  NOTE-1.6 KM (2.25 MI) SOUTHWEST ALONG
 AH0739'U.S. HIGHWAY 77 SOUTHBOUND FROM THE JUNCTION OF FARM ROAD 665 IN
 AH0739'DRISCOLL.
 AH0739
 AH0739                          STATION RECOVERY (1997)
 AH0739
 AH0739'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0739'RECOVERED IN GOOD CONDITION.
 AH0739
 AH0739                          STATION RECOVERY (2001)
 AH0739
 AH0739'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0407 ***********************************************************************
 AN0407  DESIGNATION -  Q 591
 AN0407  PID         -  AN0407
 AN0407  STATE/COUNTY-  TX/CALHOUN
 AN0407  USGS QUAD   -  AUSTWELL (1973)
 AN0407
 AN0407                         *CURRENT SURVEY CONTROL
 AN0407  ___________________________________________________________________
 AN0407* NAD 83(1986)-  28 29 24.     (N)    096 45 55.     (W)     SCALED    
 AN0407* NAVD 88     -         7.87   (+/-2cm)      25.8    (feet)  VERTCON   
 AN0407  ___________________________________________________________________
 AN0407  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN0407
 AN0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0407
 AN0407.The horizontal coordinates were scaled from a topographic map and have
 AN0407.an estimated accuracy of +/- 6 seconds.
 AN0407
 AN0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0407.The vertical order pertains to the NGVD 29 superseded value.
 AN0407
 AN0407.The geoid height was determined by GEOID03.
 AN0407
 AN0407;                    North         East    Units  Estimated Accuracy
 AN0407;SPC TXSC     - 4,074,870.      818,790.      MT  (+/- 180 meters Scaled)
 AN0407
 AN0407                          SUPERSEDED SURVEY CONTROL
 AN0407
 AN0407  NGVD 29 (??/??/92)    7.99   (m)           26.2    (f) COMPUTED    2 0
 AN0407
 AN0407.Superseded values are not recommended for survey control.
 AN0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0407.See file dsdata.txt to determine how the superseded data were derived.
 AN0407
 AN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS187535(NAD 83)
 AN0407_MARKER: DB = BENCH MARK DISK
 AN0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0407_STAMPING: Q 591 1942
 AN0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0407+STABILITY: SURFACE MOTION
 AN0407
 AN0407  HISTORY     - Date     Condition        Report By
 AN0407  HISTORY     - 1942     MONUMENTED       CGS
 AN0407  HISTORY     - 1951     GOOD             USGS
 AN0407  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 AN0407
 AN0407                          STATION DESCRIPTION
 AN0407
 AN0407'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AN0407'2.9 MI SE FROM GREEN LAKE.
 AN0407'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 185 FROM THE INTERSECTION OF
 AN0407'STATE HIGHWAY 35 AT GREEN LAKE, CALHOUN COUNTY, 0.5 MILE NORTHWEST OF
 AN0407'THE LONGMOTT HIGH SCHOOL, 125 FEET SOUTHEAST OF A CURVE, 80 FEET
 AN0407'SOUTHWEST OF THE CENTERLINE OF THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN0407'RAILWAY TRACK, 41 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29
 AN0407'FEET SOUTHWEST OF AN IRON RAIL RIGHT-OF-WAY POST, 3 FEET SOUTH OF A
 AN0407'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 AN0407'DISK, STAMPED Q 591 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN0407'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0407
 AN0407                          STATION RECOVERY (1992)
 AN0407
 AN0407'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0851 ***********************************************************************
 AN0851  DESIGNATION -  Q 592
 AN0851  PID         -  AN0851
 AN0851  STATE/COUNTY-  TX/CALHOUN
 AN0851  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0851
 AN0851                         *CURRENT SURVEY CONTROL
 AN0851  ___________________________________________________________________
 AN0851* NAD 83(1986)-  28 33 01.     (N)    096 36 28.     (W)     SCALED    
 AN0851* NAVD 88     -         3.52   (+/-2cm)      11.5    (feet)  VERTCON   
 AN0851  ___________________________________________________________________
 AN0851  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0851
 AN0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0851
 AN0851.The horizontal coordinates were scaled from a topographic map and have
 AN0851.an estimated accuracy of +/- 6 seconds.
 AN0851
 AN0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0851.The vertical order pertains to the NGVD 29 superseded value.
 AN0851
 AN0851.The geoid height was determined by GEOID03.
 AN0851
 AN0851;                    North         East    Units  Estimated Accuracy
 AN0851;SPC TXSC     - 4,081,850.      834,070.      MT  (+/- 180 meters Scaled)
 AN0851
 AN0851                          SUPERSEDED SURVEY CONTROL
 AN0851
 AN0851  NGVD 29 (??/??/92)    3.636  (m)           11.93   (f) ADJ UNCH    2 0
 AN0851
 AN0851.Superseded values are not recommended for survey control.
 AN0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0851.See file dsdata.txt to determine how the superseded data were derived.
 AN0851
 AN0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS340604(NAD 83)
 AN0851_MARKER: DB = BENCH MARK DISK
 AN0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0851_STAMPING: Q 592 1942
 AN0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0851+STABILITY: SURFACE MOTION
 AN0851
 AN0851  HISTORY     - Date     Condition        Report By
 AN0851  HISTORY     - 1942     MONUMENTED       CGS
 AN0851  HISTORY     - 1950     GOOD             NGS
 AN0851  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0851  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0851
 AN0851                          STATION DESCRIPTION
 AN0851
 AN0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0851'4.4 MI S FROM PORT LAVACA.
 AN0851'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0851'PORT LAVACA, CALHOUN COUNTY, 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0851'316.  0.1 MILE NORTHWEST OF A SMALL WOODEN BRIDGE, 300 FEET SOUTHEAST
 AN0851'OF A GATE, 59 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET
 AN0851'NORTHWEST OF A POWERLINE POLE, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AN0851'POST, 1 FOOT NORTH OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 AN0851'DISK, STAMPED Q 592 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN0851'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0851
 AN0851                          STATION RECOVERY (1988)
 AN0851
 AN0851'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0851'MARK NOT FOUND.
 AN0851
 AN0851                          STATION RECOVERY (1998)
 AN0851
 AN0851'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0882 ***********************************************************************
 AN0882  DESIGNATION -  Q 593
 AN0882  PID         -  AN0882
 AN0882  STATE/COUNTY-  TX/CALHOUN
 AN0882  USGS QUAD   -  GREEN LAKE (1995)
 AN0882
 AN0882                         *CURRENT SURVEY CONTROL
 AN0882  ___________________________________________________________________
 AN0882* NAD 83(1986)-  28 30 38.     (N)    096 49 08.     (W)     SCALED    
 AN0882* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 AN0882  ___________________________________________________________________
 AN0882  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN0882
 AN0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0882
 AN0882.The horizontal coordinates were scaled from a topographic map and have
 AN0882.an estimated accuracy of +/- 6 seconds.
 AN0882
 AN0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0882.The vertical order pertains to the NGVD 29 superseded value.
 AN0882
 AN0882.The geoid height was determined by GEOID03.
 AN0882
 AN0882;                    North         East    Units  Estimated Accuracy
 AN0882;SPC TXSC     - 4,077,050.      813,500.      MT  (+/- 180 meters Scaled)
 AN0882
 AN0882                          SUPERSEDED SURVEY CONTROL
 AN0882
 AN0882  NGVD 29 (??/??/92)    1.427  (m)            4.68   (f) ADJ UNCH    2 0
 AN0882
 AN0882.Superseded values are not recommended for survey control.
 AN0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0882.See file dsdata.txt to determine how the superseded data were derived.
 AN0882
 AN0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS134557(NAD 83)
 AN0882_MARKER: DB = BENCH MARK DISK
 AN0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0882_STAMPING: Q 593 1942
 AN0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0882+STABILITY: SURFACE MOTION
 AN0882
 AN0882  HISTORY     - Date     Condition        Report By
 AN0882  HISTORY     - 1942     MONUMENTED       CGS
 AN0882  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0882  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AN0882
 AN0882                          STATION DESCRIPTION
 AN0882
 AN0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0882'2.0 MI SW FROM GREEN LAKE.
 AN0882'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0882'HIGHWAY 185 AT GREEN LAKE, CALHOUN COUNTY, AT THE BRIDGE OVER GOFF
 AN0882'BAYOU, 23 FEET SOUTHEAST OF THE SOUTHWEST END OF THE BRIDGE, 32 FEET
 AN0882'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A WHITE
 AN0882'WOODEN WITNESS POST, AND 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 AN0882'DISK, STAMPED Q 593 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN0882'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0882
 AN0882                          STATION RECOVERY (1988)
 AN0882
 AN0882'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0882'MARK NOT FOUND.
 AN0882
 AN0882                          STATION RECOVERY (1989)
 AN0882
 AN0882'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0406 ***********************************************************************
 AN0406  DESIGNATION -  Q 594
 AN0406  PID         -  AN0406
 AN0406  STATE/COUNTY-  TX/REFUGIO
 AN0406  USGS QUAD   -  TIVOLI SE (1952)
 AN0406
 AN0406                         *CURRENT SURVEY CONTROL
 AN0406  ___________________________________________________________________
 AN0406* NAD 83(1986)-  28 17 22.     (N)    096 48 35.     (W)     SCALED    
 AN0406* NAVD 88     -         3.96   (+/-2cm)      13.0    (feet)  VERTCON   
 AN0406  ___________________________________________________________________
 AN0406  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0406
 AN0406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0406
 AN0406.The horizontal coordinates were scaled from a topographic map and have
 AN0406.an estimated accuracy of +/- 6 seconds.
 AN0406
 AN0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0406.The vertical order pertains to the NGVD 29 superseded value.
 AN0406
 AN0406.The geoid height was determined by GEOID03.
 AN0406
 AN0406;                    North         East    Units  Estimated Accuracy
 AN0406;SPC TXSC     - 4,052,560.      814,860.      MT  (+/- 180 meters Scaled)
 AN0406
 AN0406                          SUPERSEDED SURVEY CONTROL
 AN0406
 AN0406  NGVD 29 (??/??/92)    4.077  (m)           13.38   (f) ADJ UNCH    2 0
 AN0406
 AN0406.Superseded values are not recommended for survey control.
 AN0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0406.See file dsdata.txt to determine how the superseded data were derived.
 AN0406
 AN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS148312(NAD 83)
 AN0406_MARKER: DB = BENCH MARK DISK
 AN0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0406_SP_SET: CONCRETE
 AN0406_STAMPING: Q 594 1942
 AN0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0406
 AN0406  HISTORY     - Date     Condition        Report By
 AN0406  HISTORY     - 1942     MONUMENTED       CGS
 AN0406  HISTORY     - 19990724 GOOD             USPSQD
 AN0406
 AN0406                          STATION DESCRIPTION
 AN0406
 AN0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0406'6.9 MI SSE FROM AUSTWELL.
 AN0406'6.9 MILES SOUTH-SOUTHEAST ALONG A SHELL ROAD FROM THE CITY WATER TOWER
 AN0406'AT AUSTWELL, REFUGIO COUNTY, 1.6 MILES SOUTH-SOUTHWEST ALONG A ROAD
 AN0406'ALONG THE BAY.  AT THE SITE OF A C.C.C. CAMP, NEAR THE CENTER OF THE
 AN0406'CAMP, AT THE FLAGPOLE, IN THE NORTHEAST CORNER OF THE CONCRETE BASE,
 AN0406'90 FEET WEST OF THE BAY SHORE, AND 1 FOOT HIGHER THAN THE GROUND. A
 AN0406'STANDARD DISK, STAMPED Q 594 1942.
 AN0406
 AN0406                          STATION RECOVERY (1999)
 AN0406
 AN0406'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0371 ***********************************************************************
 AN0371  DESIGNATION -  Q 595
 AN0371  PID         -  AN0371
 AN0371  STATE/COUNTY-  TX/ARANSAS
 AN0371  USGS QUAD   -  TIVOLI SW (1952)
 AN0371
 AN0371                         *CURRENT SURVEY CONTROL
 AN0371  ___________________________________________________________________
 AN0371* NAD 83(1986)-  28 17 02.     (N)    096 57 05.     (W)     SCALED    
 AN0371* NAVD 88     -         3.66   (+/-2cm)      12.0    (feet)  VERTCON   
 AN0371  ___________________________________________________________________
 AN0371  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0371
 AN0371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0371
 AN0371.The horizontal coordinates were scaled from a topographic map and have
 AN0371.an estimated accuracy of +/- 6 seconds.
 AN0371
 AN0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0371.The vertical order pertains to the NGVD 29 superseded value.
 AN0371
 AN0371.The geoid height was determined by GEOID03.
 AN0371
 AN0371;                    North         East    Units  Estimated Accuracy
 AN0371;SPC TXSC     - 4,051,700.      800,970.      MT  (+/- 180 meters Scaled)
 AN0371
 AN0371                          SUPERSEDED SURVEY CONTROL
 AN0371
 AN0371  NGVD 29 (??/??/92)    3.787  (m)           12.42   (f) ADJ UNCH    2 0
 AN0371
 AN0371.Superseded values are not recommended for survey control.
 AN0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0371.See file dsdata.txt to determine how the superseded data were derived.
 AN0371
 AN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS009303(NAD 83)
 AN0371_MARKER: DB = BENCH MARK DISK
 AN0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0371_SP_SET: CULVERT
 AN0371_STAMPING: Q 595 1942
 AN0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0371
 AN0371  HISTORY     - Date     Condition        Report By
 AN0371  HISTORY     - 1942     MONUMENTED       CGS
 AN0371  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0371
 AN0371                          STATION DESCRIPTION
 AN0371
 AN0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0371'19.2 MI N FROM ROCKPORT.
 AN0371'TO REACH FROM THE CITY WATER TOWER AT ROCKPORT-- PROCEED NORTH 19.2
 AN0371'MILES ON STATE HIGHWAY NO. 35 TO A CONCRETE CULVERT AND SITE OF BENCH
 AN0371'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF
 AN0371'THE WEST HEADWALL OF A 3 X 5 FOOT CONCRETE BOX CULVERT, 1.0 MILE SOUTH
 AN0371'OF THE REFUGIO-ARANSAS COUNTY LINE.  IT IS 14.0 FEET WEST OF AND ABOUT
 AN0371'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AN0371
 AN0371                          STATION RECOVERY (1990)
 AN0371
 AN0371'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0372 ***********************************************************************
 AN0372  DESIGNATION -  Q 595 RESET 1955
 AN0372  PID         -  AN0372
 AN0372  STATE/COUNTY-  TX/ARANSAS
 AN0372  USGS QUAD   -  TIVOLI SW (1952)
 AN0372
 AN0372                         *CURRENT SURVEY CONTROL
 AN0372  ___________________________________________________________________
 AN0372* NAD 83(1986)-  28 17 02.     (N)    096 57 05.     (W)     SCALED    
 AN0372* NAVD 88     -         3.50   (+/-2cm)      11.5    (feet)  VERTCON   
 AN0372  ___________________________________________________________________
 AN0372  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0372
 AN0372  VERT ORDER  -  THIRD (See Below)
 AN0372
 AN0372.The horizontal coordinates were scaled from a topographic map and have
 AN0372.an estimated accuracy of +/- 6 seconds.
 AN0372
 AN0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0372.The vertical order pertains to the NGVD 29 superseded value.
 AN0372
 AN0372.The geoid height was determined by GEOID03.
 AN0372
 AN0372;                    North         East    Units  Estimated Accuracy
 AN0372;SPC TXSC     - 4,051,700.      800,970.      MT  (+/- 180 meters Scaled)
 AN0372
 AN0372                          SUPERSEDED SURVEY CONTROL
 AN0372
 AN0372  NGVD 29 (01/29/03)    3.62   (m)           11.9    (f) RESET       3  
 AN0372
 AN0372.Superseded values are not recommended for survey control.
 AN0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0372.See file dsdata.txt to determine how the superseded data were derived.
 AN0372
 AN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS009303(NAD 83)
 AN0372_MARKER: DD = SURVEY DISK
 AN0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0372_SP_SET: CULVERT
 AN0372_STAMPING: Q 595 RESET 1955
 AN0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0372
 AN0372  HISTORY     - Date     Condition        Report By
 AN0372  HISTORY     - 1955     MONUMENTED       TXHD
 AN0372  HISTORY     - 1987     GOOD             USPSQD
 AN0372  HISTORY     - 1988     GOOD             USPSQD
 AN0372  HISTORY     - 1988     GOOD             USPSQD
 AN0372  HISTORY     - 1989     GOOD             USPSQD
 AN0372  HISTORY     - 1990     GOOD             USPSQD
 AN0372  HISTORY     - 1990     GOOD             USPSQD
 AN0372  HISTORY     - 19910720 GOOD             USPSQD
 AN0372
 AN0372                          STATION DESCRIPTION
 AN0372
 AN0372'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0372'19.2 MI N FROM ROCKPORT.
 AN0372'19.2 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN0372'ROCKPORT, 1.0 MILE SOUTH OF THE ARANSAS-REFUGIO COUNTY LINE.  AT A 3
 AN0372'BY 5-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE SOUTH END OF THE
 AN0372'WEST HEADWALL, 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT
 AN0372'LEVEL WITH THE HIGHWAY.
 AN0372
 AN0372                          STATION RECOVERY (1987)
 AN0372
 AN0372'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0372'RECOVERED IN GOOD CONDITION.
 AN0372
 AN0372                          STATION RECOVERY (1988)
 AN0372
 AN0372'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AN0372'RECOVERED IN GOOD CONDITION.
 AN0372
 AN0372                          STATION RECOVERY (1988)
 AN0372
 AN0372'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0372'RECOVERED IN GOOD CONDITION.
 AN0372
 AN0372                          STATION RECOVERY (1989)
 AN0372
 AN0372'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0372'RECOVERED IN GOOD CONDITION.
 AN0372
 AN0372                          STATION RECOVERY (1990)
 AN0372
 AN0372'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0372'RECOVERED IN GOOD CONDITION.
 AN0372
 AN0372                          STATION RECOVERY (1990)
 AN0372
 AN0372'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0372'RECOVERED IN GOOD CONDITION.
 AN0372
 AN0372                          STATION RECOVERY (1991)
 AN0372
 AN0372'RECOVERY NOTE BY US POWER SQUADRON 1991 (WS)
 AN0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0149 ***********************************************************************
 AN0149  DESIGNATION -  Q 596
 AN0149  PID         -  AN0149
 AN0149  STATE/COUNTY-  TX/CALHOUN
 AN0149  USGS QUAD   -  POINT COMFORT (1995)
 AN0149
 AN0149                         *CURRENT SURVEY CONTROL
 AN0149  ___________________________________________________________________
 AN0149* NAD 83(1986)-  28 42 05.     (N)    096 30 07.     (W)     SCALED    
 AN0149* NAVD 88     -         7.55   (+/-2cm)      24.8    (feet)  VERTCON   
 AN0149  ___________________________________________________________________
 AN0149  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN0149
 AN0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0149
 AN0149.The horizontal coordinates were scaled from a topographic map and have
 AN0149.an estimated accuracy of +/- 6 seconds.
 AN0149
 AN0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0149.The vertical order pertains to the NGVD 29 superseded value.
 AN0149
 AN0149.The geoid height was determined by GEOID03.
 AN0149
 AN0149;                    North         East    Units  Estimated Accuracy
 AN0149;SPC TXSC     - 4,098,810.      844,070.      MT  (+/- 180 meters Scaled)
 AN0149
 AN0149                          SUPERSEDED SURVEY CONTROL
 AN0149
 AN0149  NGVD 29 (??/??/92)    7.654  (m)           25.11   (f) ADJ UNCH    2 0
 AN0149
 AN0149.Superseded values are not recommended for survey control.
 AN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0149.See file dsdata.txt to determine how the superseded data were derived.
 AN0149
 AN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS440774(NAD 83)
 AN0149_MARKER: DB = BENCH MARK DISK
 AN0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0149_STAMPING: Q 596 1942
 AN0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0149+STABILITY: SURFACE MOTION
 AN0149
 AN0149  HISTORY     - Date     Condition        Report By
 AN0149  HISTORY     - 1942     MONUMENTED       CGS
 AN0149  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0149
 AN0149                          STATION DESCRIPTION
 AN0149
 AN0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0149'8.3 MI W FROM LA WARD.
 AN0149'IN CALHOUN COUNTY, 3.0 MILES WEST ALONG STATE HIGHWAY 35 FROM THE
 AN0149'JUNCTION OF STATE HIGHWAY 172 ABOUT 8.3 MILES SOUTH OF LA WARD,
 AN0149'JACKSON COUNTY, 0.6 MILE SOUTHWEST OF THE CALHOUN-JACKSON COUNTY LINE,
 AN0149'54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF A
 AN0149'WHITE WOODEN WITNESS POST, AND 0.5 FOOT NORTH OF THE RIGHT-OF-WAY
 AN0149'FENCE.  A STANDARD DISK, STAMPED Q 596 1942 AND SET IN THE TOP OF A
 AN0149'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN0149
 AN0149                          STATION RECOVERY (1998)
 AN0149
 AN0149'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0749 ***********************************************************************
 AN0749  DESIGNATION -  Q 597
 AN0749  PID         -  AN0749
 AN0749  STATE/COUNTY-  TX/VICTORIA
 AN0749  USGS QUAD   -  PLACEDO (1995)
 AN0749
 AN0749                         *CURRENT SURVEY CONTROL
 AN0749  ___________________________________________________________________
 AN0749* NAD 83(1986)-  28 40 04.     (N)    096 46 00.     (W)     SCALED    
 AN0749* NAVD 88     -        12.68   (+/-2cm)      41.6    (feet)  VERTCON   
 AN0749  ___________________________________________________________________
 AN0749  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0749
 AN0749  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0749
 AN0749.The horizontal coordinates were scaled from a topographic map and have
 AN0749.an estimated accuracy of +/- 6 seconds.
 AN0749
 AN0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0749.The vertical order pertains to the NGVD 29 superseded value.
 AN0749
 AN0749.The geoid height was determined by GEOID03.
 AN0749
 AN0749;                    North         East    Units  Estimated Accuracy
 AN0749;SPC TXSC     - 4,094,570.      818,280.      MT  (+/- 180 meters Scaled)
 AN0749
 AN0749                          SUPERSEDED SURVEY CONTROL
 AN0749
 AN0749  NGVD 29 (??/??/92)   12.810  (m)           42.03   (f) ADJ UNCH    1 2
 AN0749
 AN0749.Superseded values are not recommended for survey control.
 AN0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0749.See file dsdata.txt to determine how the superseded data were derived.
 AN0749
 AN0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS182732(NAD 83)
 AN0749_MARKER: DB = BENCH MARK DISK
 AN0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0749_STAMPING: Q 597 1942
 AN0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0749+STABILITY: SURFACE MOTION
 AN0749
 AN0749  HISTORY     - Date     Condition        Report By
 AN0749  HISTORY     - 1942     MONUMENTED       CGS
 AN0749  HISTORY     - 1950     GOOD             NGS
 AN0749
 AN0749                          STATION DESCRIPTION
 AN0749
 AN0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0749'4.7 MI E FROM PLACEDO.
 AN0749'3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE CROSSING OF THE ST.
 AN0749'LOUIS, BROWNSVILLE AND MEXICO RAILROAD AT PLACEDO, THENCE 1.0 MILE
 AN0749'NORTHEAST ALONG A GRAVELED ROAD LEADING TO LAKE PLACEDO, 0.5 MILE
 AN0749'NORTHEAST OF A CURVE IN THE ROAD, 36 FEET SOUTHEAST OF THE CENTER LINE
 AN0749'OF THE ROAD, 3 FEET SOUTHEAST OF A FENCE, 3.4 FEET SOUTHWEST OF A
 AN0749'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 AN0749'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0159 ***********************************************************************
 AJ0159  DESIGNATION -  Q 598
 AJ0159  PID         -  AJ0159
 AJ0159  STATE/COUNTY-  TX/JIM WELLS
 AJ0159  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0159
 AJ0159                         *CURRENT SURVEY CONTROL
 AJ0159  ___________________________________________________________________
 AJ0159* NAD 83(1986)-  27 33 33.     (N)    098 12 18.     (W)     SCALED    
 AJ0159* NAVD 88     -        68.484  (meters)     224.68   (feet)  ADJUSTED  
 AJ0159  ___________________________________________________________________
 AJ0159  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AJ0159  DYNAMIC HT  -          68.377 (meters)     224.33  (feet)  COMP
 AJ0159  MODELED GRAV-     979,082.1   (mgal)                       NAVD 88
 AJ0159
 AJ0159  VERT ORDER  -  SECOND    CLASS 0
 AJ0159
 AJ0159.The horizontal coordinates were scaled from a topographic map and have
 AJ0159.an estimated accuracy of +/- 6 seconds.
 AJ0159
 AJ0159.The orthometric height was determined by differential leveling
 AJ0159.and adjusted by the National Geodetic Survey in June 1991..
 AJ0159
 AJ0159.The geoid height was determined by GEOID03.
 AJ0159
 AJ0159.The dynamic height is computed by dividing the NAVD 88
 AJ0159.geopotential number by the normal gravity value computed on the
 AJ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0159.degrees latitude (g = 980.6199 gals.).
 AJ0159
 AJ0159.The modeled gravity was interpolated from observed gravity values.
 AJ0159
 AJ0159;                    North         East    Units  Estimated Accuracy
 AJ0159;SPC TX S     - 5,209,710.      329,130.      MT  (+/- 180 meters Scaled)
 AJ0159
 AJ0159                          SUPERSEDED SURVEY CONTROL
 AJ0159
 AJ0159  NGVD 29 (??/??/92)   68.619  (m)          225.13   (f) ADJ UNCH    2 0
 AJ0159
 AJ0159.Superseded values are not recommended for survey control.
 AJ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0159.See file dsdata.txt to determine how the superseded data were derived.
 AJ0159
 AJ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR784486(NAD 83)
 AJ0159_MARKER: DB = BENCH MARK DISK
 AJ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0159_STAMPING: Q 598 1942
 AJ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0159+STABILITY: SURFACE MOTION
 AJ0159
 AJ0159  HISTORY     - Date     Condition        Report By
 AJ0159  HISTORY     - 1942     MONUMENTED       CGS
 AJ0159  HISTORY     - 1976     GOOD             TXHD
 AJ0159
 AJ0159                          STATION DESCRIPTION
 AJ0159
 AJ0159'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0159'3.1 MI SW FROM PALITO BLANCO.
 AJ0159'6.9 MILES EAST ALONG F.M. 2295 ROAD FROM THE JUNCTION OF THE SAN JOSE
 AJ0159'CEMETERY ROAD AT SAN JOSE, 1.9 MILES SOUTHEAST OF THE DUVAL-JIM WELLS
 AJ0159'COUNTY LINE, 3.1 MILES SOUTHWEST ALONG A TRACK ROAD FROM THE
 AJ0159'SCHOOLHOUSE AT PALITO BLANCO, IN THE NORTHEAST ANGLE OF THE
 AJ0159'INTERSECTION OF F.M. 2295 ROAD AND THE PALITO BLANCO ROAD AT A FENCE
 AJ0159'CORNER AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0213 ***********************************************************************
 AJ0213  DESIGNATION -  Q 599
 AJ0213  PID         -  AJ0213
 AJ0213  STATE/COUNTY-  TX/DUVAL
 AJ0213  USGS QUAD   -  SAN JOSE (1968)
 AJ0213
 AJ0213                         *CURRENT SURVEY CONTROL
 AJ0213  ___________________________________________________________________
 AJ0213* NAD 83(1986)-  27 34 48.     (N)    098 18 27.     (W)     SCALED    
 AJ0213* NAVD 88     -        92.065  (meters)     302.05   (feet)  ADJUSTED  
 AJ0213  ___________________________________________________________________
 AJ0213  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AJ0213  DYNAMIC HT  -          91.921 (meters)     301.58  (feet)  COMP
 AJ0213  MODELED GRAV-     979,079.0   (mgal)                       NAVD 88
 AJ0213
 AJ0213  VERT ORDER  -  SECOND    CLASS 0
 AJ0213
 AJ0213.The horizontal coordinates were scaled from a topographic map and have
 AJ0213.an estimated accuracy of +/- 6 seconds.
 AJ0213
 AJ0213.The orthometric height was determined by differential leveling
 AJ0213.and adjusted by the National Geodetic Survey in June 1991..
 AJ0213
 AJ0213.The geoid height was determined by GEOID03.
 AJ0213
 AJ0213.The dynamic height is computed by dividing the NAVD 88
 AJ0213.geopotential number by the normal gravity value computed on the
 AJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0213.degrees latitude (g = 980.6199 gals.).
 AJ0213
 AJ0213.The modeled gravity was interpolated from observed gravity values.
 AJ0213
 AJ0213;                    North         East    Units  Estimated Accuracy
 AJ0213;SPC TX S     - 5,212,000.      319,010.      MT  (+/- 180 meters Scaled)
 AJ0213
 AJ0213                          SUPERSEDED SURVEY CONTROL
 AJ0213
 AJ0213  NGVD 29 (??/??/92)   92.141  (m)          302.30   (f) ADJ UNCH    2 0
 AJ0213
 AJ0213.Superseded values are not recommended for survey control.
 AJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0213.See file dsdata.txt to determine how the superseded data were derived.
 AJ0213
 AJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR683508(NAD 83)
 AJ0213_MARKER: DB = BENCH MARK DISK
 AJ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0213_STAMPING: Q 599 1942
 AJ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0213+STABILITY: SURFACE MOTION
 AJ0213
 AJ0213  HISTORY     - Date     Condition        Report By
 AJ0213  HISTORY     - 1942     MONUMENTED       CGS
 AJ0213  HISTORY     - 1968     GOOD             USGS
 AJ0213  HISTORY     - 1976     GOOD             NGS
 AJ0213
 AJ0213                          STATION DESCRIPTION
 AJ0213
 AJ0213'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0213'7.6 MI E FROM BENAVIDES.
 AJ0213'BENAVIDES POST OFFICE 7.5 MILES EAST ALONG FARM ROAD 2295 TO A T - JCT
 AJ0213'WITH ROAD SOUTH, THENCE SOUTH 0.3 MILE TO A FENCE CORNER ON EAST SIDE
 AJ0213'OF ROAD.  27 FEET SOUTH OF FENCE CORNER AND 25 FEET EAST OF CENTER
 AJ0213'LINE OF ROAD.  1.0 FEET EAST OF EAST ROW FENCE.  A STANDARD DISK,
 AJ0213'STAMPED Q 599 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AJ0213'0.5 FOOT ABOVE GROUND.
 AJ0213
 AJ0213                          STATION RECOVERY (1976)
 AJ0213
 AJ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AJ0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0038 ***********************************************************************
 AY0038  DESIGNATION -  Q 6
 AY0038  PID         -  AY0038
 AY0038  STATE/COUNTY-  TX/COMAL
 AY0038  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0038
 AY0038                         *CURRENT SURVEY CONTROL
 AY0038  ___________________________________________________________________
 AY0038* NAD 83(1986)-  29 42 12.     (N)    098 07 29.     (W)     SCALED    
 AY0038* NAVD 88     -       193.790  (meters)     635.79   (feet)  ADJUSTED  
 AY0038  ___________________________________________________________________
 AY0038  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY0038  DYNAMIC HT  -         193.512 (meters)     634.88  (feet)  COMP
 AY0038  MODELED GRAV-     979,204.9   (mgal)                       NAVD 88
 AY0038
 AY0038  VERT ORDER  -  FIRST     CLASS II
 AY0038
 AY0038.The horizontal coordinates were scaled from a topographic map and have
 AY0038.an estimated accuracy of +/- 6 seconds.
 AY0038
 AY0038.The orthometric height was determined by differential leveling
 AY0038.and adjusted by the National Geodetic Survey in June 1991..
 AY0038.WARNING-Repeat measurements at this control monument indicate possible
 AY0038.vertical movement.
 AY0038
 AY0038.The geoid height was determined by GEOID03.
 AY0038
 AY0038.The dynamic height is computed by dividing the NAVD 88
 AY0038.geopotential number by the normal gravity value computed on the
 AY0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0038.degrees latitude (g = 980.6199 gals.).
 AY0038
 AY0038.The modeled gravity was interpolated from observed gravity values.
 AY0038
 AY0038;                    North         East    Units  Estimated Accuracy
 AY0038;SPC TXSC     - 4,207,560.      684,690.      MT  (+/- 180 meters Scaled)
 AY0038
 AY0038                          SUPERSEDED SURVEY CONTROL
 AY0038
 AY0038  NGVD 29 (??/??/92)  193.693  (m)          635.47   (f) ADJ UNCH    1 2
 AY0038
 AY0038.Superseded values are not recommended for survey control.
 AY0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0038.See file dsdata.txt to determine how the superseded data were derived.
 AY0038
 AY0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT846862(NAD 83)
 AY0038_MARKER: B = BOLT
 AY0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0038_SP_SET: LIMESTONE PILLAR
 AY0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0038
 AY0038  HISTORY     - Date     Condition        Report By
 AY0038  HISTORY     - UNK      MONUMENTED       CGS
 AY0038  HISTORY     - 1943     GOOD             NGS
 AY0038  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0038  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0038
 AY0038                          STATION DESCRIPTION
 AY0038
 AY0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0038'IN NEW BRAUNFELS.
 AY0038'AT NEW BRAUNFELS, COMAL COUNTY, AT THE OLD COUNTY PRISON, AT THE
 AY0038'NORTHWEST CORNER, IN THE WEST FACE OF THE SQUARE LIMESTONE PILLAR, AND
 AY0038'ABOUT 5 FEET HIGHER THAN THE SIDEWALK.  A COPPER BOLT.
 AY0038
 AY0038                          STATION RECOVERY (1980)
 AY0038
 AY0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0038'SEARCHED FOR, NOT RECOVERED. THE OLD PILLARS OF THE PRISON HAVE BEEN
 AY0038'TORN DOWN, MARK IS PRESUMED DESTROYED.
 AY0038
 AY0038                          STATION RECOVERY (1999)
 AY0038
 AY0038'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0313 ***********************************************************************
 AJ0313  DESIGNATION -  Q 600
 AJ0313  PID         -  AJ0313
 AJ0313  STATE/COUNTY-  TX/JIM WELLS
 AJ0313  USGS QUAD   -  SEELIGSON RANCH (1963)
 AJ0313
 AJ0313                         *CURRENT SURVEY CONTROL
 AJ0313  ___________________________________________________________________
 AJ0313* NAD 83(1986)-  27 27 41.     (N)    098 10 29.     (W)     SCALED    
 AJ0313* NAVD 88     -        60.153  (meters)     197.35   (feet)  ADJUSTED  
 AJ0313  ___________________________________________________________________
 AJ0313  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AJ0313  DYNAMIC HT  -          60.059 (meters)     197.04  (feet)  COMP
 AJ0313  MODELED GRAV-     979,078.7   (mgal)                       NAVD 88
 AJ0313
 AJ0313  VERT ORDER  -  SECOND    CLASS 0
 AJ0313
 AJ0313.The horizontal coordinates were scaled from a topographic map and have
 AJ0313.an estimated accuracy of +/- 6 seconds.
 AJ0313
 AJ0313.The orthometric height was determined by differential leveling
 AJ0313.and adjusted by the National Geodetic Survey in June 1991..
 AJ0313
 AJ0313.The geoid height was determined by GEOID03.
 AJ0313
 AJ0313.The dynamic height is computed by dividing the NAVD 88
 AJ0313.geopotential number by the normal gravity value computed on the
 AJ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0313.degrees latitude (g = 980.6199 gals.).
 AJ0313
 AJ0313.The modeled gravity was interpolated from observed gravity values.
 AJ0313
 AJ0313;                    North         East    Units  Estimated Accuracy
 AJ0313;SPC TX S     - 5,198,880.      332,150.      MT  (+/- 180 meters Scaled)
 AJ0313
 AJ0313                          SUPERSEDED SURVEY CONTROL
 AJ0313
 AJ0313  NGVD 29 (??/??/92)   60.26   (m)          197.7    (f) COMPUTED    2 0
 AJ0313
 AJ0313.Superseded values are not recommended for survey control.
 AJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0313.See file dsdata.txt to determine how the superseded data were derived.
 AJ0313
 AJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR815378(NAD 83)
 AJ0313_MARKER: DB = BENCH MARK DISK
 AJ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0313_STAMPING: Q 600 1942
 AJ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0313+STABILITY: SURFACE MOTION
 AJ0313
 AJ0313  HISTORY     - Date     Condition        Report By
 AJ0313  HISTORY     - 1942     MONUMENTED       CGS
 AJ0313
 AJ0313                          STATION DESCRIPTION
 AJ0313
 AJ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0313'12.3 MI NW FROM PREMONT.
 AJ0313'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0313'PROCEED 7.7 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0313'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 4.6 MILES
 AJ0313'WESTERLY ALONG TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 27.0
 AJ0313'FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A 4X4-INCH
 AJ0313'WOODEN MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS
 AJ0313'0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1393 ***********************************************************************
 AN1393  DESIGNATION -  Q 601
 AN1393  PID         -  AN1393
 AN1393  STATE/COUNTY-  TX/ARANSAS
 AN1393  USGS QUAD   -  ROCKPORT (1979)
 AN1393
 AN1393                         *CURRENT SURVEY CONTROL
 AN1393  ___________________________________________________________________
 AN1393* NAD 83(1986)-  28 03 58.     (N)    097 02 23.     (W)     SCALED    
 AN1393* NAVD 88     -         3.37   (+/-2cm)      11.1    (feet)  VERTCON   
 AN1393  ___________________________________________________________________
 AN1393  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN1393
 AN1393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1393
 AN1393.The horizontal coordinates were scaled from a topographic map and have
 AN1393.an estimated accuracy of +/- 6 seconds.
 AN1393
 AN1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1393.The vertical order pertains to the NGVD 29 superseded value.
 AN1393
 AN1393.The geoid height was determined by GEOID03.
 AN1393
 AN1393;                    North         East    Units  Estimated Accuracy
 AN1393;SPC TXSC     - 4,027,420.      792,710.      MT  (+/- 180 meters Scaled)
 AN1393
 AN1393                          SUPERSEDED SURVEY CONTROL
 AN1393
 AN1393  NGVD 29 (??/??/92)    3.505  (m)           11.50   (f) ADJ UNCH    2 0
 AN1393
 AN1393.Superseded values are not recommended for survey control.
 AN1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1393.See file dsdata.txt to determine how the superseded data were derived.
 AN1393
 AN1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS926060(NAD 83)
 AN1393_MARKER: DB = BENCH MARK DISK
 AN1393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1393_SP_SET: CULVERT
 AN1393_STAMPING: Q601 1942
 AN1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1393
 AN1393  HISTORY     - Date     Condition        Report By
 AN1393  HISTORY     - 1942     MONUMENTED       CGS
 AN1393  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1393
 AN1393                          STATION DESCRIPTION
 AN1393
 AN1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1393'3.1 MI N FROM ROCKPORT.
 AN1393'3.1 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN1393'ROCKPORT, ARANSAS COUNTY, 400 FEET SOUTH OF A ROADSIDE PARK, AT THE
 AN1393'JUNCTION OF A ROAD LEADING TO THE OAK SHORE APARTMENTS, 30 FEET SOUTH
 AN1393'OF THE CENTERLINE OF THE SIDE ROAD, 21 FEET WEST OF THE CENTERLINE OF
 AN1393'THE HIGHWAY, AT A DOUBLE CONCRETE PIPE-CULVERT, IN THE TOP OF THE
 AN1393'SOUTH END OF THE WEST HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 AN1393'STANDARD DISK, STAMPED Q601 1942.
 AN1393
 AN1393                          STATION RECOVERY (1988)
 AN1393
 AN1393'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 AN1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1288 ***********************************************************************
 AN1288  DESIGNATION -  Q 602
 AN1288  PID         -  AN1288
 AN1288  STATE/COUNTY-  TX/REFUGIO
 AN1288  USGS QUAD   -  TWIN MOTT LAKE (1978)
 AN1288
 AN1288                         *CURRENT SURVEY CONTROL
 AN1288  ___________________________________________________________________
 AN1288* NAD 83(1986)-  28 18 35.     (N)    097 04 08.     (W)     SCALED    
 AN1288* NAVD 88     -         9.49   (+/-2cm)      31.1    (feet)  VERTCON   
 AN1288  ___________________________________________________________________
 AN1288  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN1288
 AN1288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1288
 AN1288.The horizontal coordinates were scaled from a topographic map and have
 AN1288.an estimated accuracy of +/- 6 seconds.
 AN1288
 AN1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1288.The vertical order pertains to the NGVD 29 superseded value.
 AN1288
 AN1288.The geoid height was determined by GEOID03.
 AN1288
 AN1288;                    North         East    Units  Estimated Accuracy
 AN1288;SPC TXSC     - 4,054,360.      789,400.      MT  (+/- 180 meters Scaled)
 AN1288
 AN1288                          SUPERSEDED SURVEY CONTROL
 AN1288
 AN1288  NGVD 29 (??/??/92)    9.634  (m)           31.61   (f) ADJ UNCH    2 0
 AN1288
 AN1288.Superseded values are not recommended for survey control.
 AN1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1288.See file dsdata.txt to determine how the superseded data were derived.
 AN1288
 AN1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS893330(NAD 83)
 AN1288_MARKER: DB = BENCH MARK DISK
 AN1288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1288_SP_SET: CULVERT
 AN1288_STAMPING: Q 602 1942
 AN1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1288
 AN1288  HISTORY     - Date     Condition        Report By
 AN1288  HISTORY     - 1942     MONUMENTED       CGS
 AN1288  HISTORY     - 1988     GOOD             USPSQD
 AN1288  HISTORY     - 1990     GOOD             USPSQD
 AN1288  HISTORY     - 19990726 GOOD             USPSQD
 AN1288
 AN1288                          STATION DESCRIPTION
 AN1288
 AN1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1288'12.7 MI E FROM REFUGIO.
 AN1288'12.7 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1288'REFUGIO, REFUGIO COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AN1288'THE EAST END OF THE SOUTH HEADWALL, 22 FEET SOUTH OF THE CENTERLINE OF
 AN1288'THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED Q
 AN1288'602 1942.
 AN1288
 AN1288                          STATION RECOVERY (1988)
 AN1288
 AN1288'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1288'RECOVERED IN GOOD CONDITION.
 AN1288
 AN1288                          STATION RECOVERY (1990)
 AN1288
 AN1288'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1288'RECOVERED IN GOOD CONDITION.
 AN1288
 AN1288                          STATION RECOVERY (1999)
 AN1288
 AN1288'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1327 ***********************************************************************
 AN1327  DESIGNATION -  Q 603
 AN1327  PID         -  AN1327
 AN1327  STATE/COUNTY-  TX/SAN PATRICIO
 AN1327  USGS QUAD   -  RINCON BEND (1979)
 AN1327
 AN1327                         *CURRENT SURVEY CONTROL
 AN1327  ___________________________________________________________________
 AN1327* NAD 83(1986)-  28 00 53.     (N)    097 22 27.     (W)     SCALED    
 AN1327* NAVD 88     -        13.87   (+/-2cm)      45.5    (feet)  VERTCON   
 AN1327  ___________________________________________________________________
 AN1327  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN1327
 AN1327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1327
 AN1327.The horizontal coordinates were scaled from a topographic map and have
 AN1327.an estimated accuracy of +/- 6 seconds.
 AN1327
 AN1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1327.The vertical order pertains to the NGVD 29 superseded value.
 AN1327
 AN1327.The geoid height was determined by GEOID03.
 AN1327
 AN1327;                    North         East    Units  Estimated Accuracy
 AN1327;SPC TX S     - 5,260,650.      410,730.      MT  (+/- 180 meters Scaled)
 AN1327
 AN1327                          SUPERSEDED SURVEY CONTROL
 AN1327
 AN1327  NGVD 29 (??/??/92)   14.04   (m)           46.1    (f) COMPUTED    2 0
 AN1327
 AN1327.Superseded values are not recommended for survey control.
 AN1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1327.See file dsdata.txt to determine how the superseded data were derived.
 AN1327
 AN1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR598998(NAD 83)
 AN1327_MARKER: DB = BENCH MARK DISK
 AN1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1327_STAMPING: Q 603 1942
 AN1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1327+STABILITY: SURFACE MOTION
 AN1327
 AN1327  HISTORY     - Date     Condition        Report By
 AN1327  HISTORY     - 1942     MONUMENTED       CGS
 AN1327  HISTORY     - 1949     GOOD             NGS
 AN1327  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1327  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1327
 AN1327                          STATION DESCRIPTION
 AN1327
 AN1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1327'1.0 MI E FROM TAFT.
 AN1327'1.0 MILE EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT TAFT, SAN
 AN1327'PATRICIO COUNTY, 2.0 MILES NORTH ALONG ANOTHER COUNTY ROAD.  AT A
 AN1327'INTERSECTION, 48 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, 40
 AN1327'FEET NORTH OF THE CENTERLINE OF THE CROSS ROAD, 8 FEET NORTH OF A
 AN1327'FENCE CORNER, AND 1 FOOT LOWER THAN THE PAVED COUNTY ROAD.  A STANDARD
 AN1327'DISK, STAMPED Q 603 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN1327'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1327
 AN1327                          STATION RECOVERY (1973)
 AN1327
 AN1327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1327'MARK NOT FOUND.
 AN1327
 AN1327                          STATION RECOVERY (1988)
 AN1327
 AN1327'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1311 ***********************************************************************
 AN1311  DESIGNATION -  Q 604
 AN1311  PID         -  AN1311
 AN1311  STATE/COUNTY-  TX/REFUGIO
 AN1311  USGS QUAD   -  MISSION BAY (1979)
 AN1311
 AN1311                         *CURRENT SURVEY CONTROL
 AN1311  ___________________________________________________________________
 AN1311* NAD 83(1986)-  28 08 33.     (N)    097 12 30.     (W)     SCALED    
 AN1311* NAVD 88     -         6.78   (+/-2cm)      22.2    (feet)  VERTCON   
 AN1311  ___________________________________________________________________
 AN1311  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN1311
 AN1311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1311
 AN1311.The horizontal coordinates were scaled from a topographic map and have
 AN1311.an estimated accuracy of +/- 6 seconds.
 AN1311
 AN1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1311.The vertical order pertains to the NGVD 29 superseded value.
 AN1311
 AN1311.The geoid height was determined by GEOID03.
 AN1311
 AN1311;                    North         East    Units  Estimated Accuracy
 AN1311;SPC TXSC     - 4,035,620.      776,010.      MT  (+/- 180 meters Scaled)
 AN1311
 AN1311                          SUPERSEDED SURVEY CONTROL
 AN1311
 AN1311  NGVD 29 (??/??/92)    6.932  (m)           22.74   (f) ADJ UNCH    2 0
 AN1311
 AN1311.Superseded values are not recommended for survey control.
 AN1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1311.See file dsdata.txt to determine how the superseded data were derived.
 AN1311
 AN1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS759142(NAD 83)
 AN1311_MARKER: DB = BENCH MARK DISK
 AN1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1311_STAMPING: Q 604 1942
 AN1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1311+STABILITY: SURFACE MOTION
 AN1311
 AN1311  HISTORY     - Date     Condition        Report By
 AN1311  HISTORY     - 1942     MONUMENTED       CGS
 AN1311  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1311  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1311  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1311
 AN1311                          STATION DESCRIPTION
 AN1311
 AN1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1311'3.0 MI N FROM BAYSIDE.
 AN1311'3.0 MILES NORTH ALONG THE WOODSBORO ROAD FROM THE GRADE SCHOOL AT
 AN1311'BAYSIDE, REFUGIO COUNTY, AT A ROAD JUNCTION, 40 FEET SOUTH OF THE
 AN1311'CENTERLINE OF THE SIDE ROAD, 39 FEET EAST OF THE CENTERLINE OF THE
 AN1311'MAIN ROAD, 10 FEET SOUTH OF THE SOUTH GATEPOST, 3 FEET NORTH OF A
 AN1311'WHITE WOODEN WITNESS POST, 1 FOOT WEST OF A FENCE, AND LEVEL WITH THE
 AN1311'MAIN ROAD.  A STANDARD DISK, STAMPED Q 604 1942 AND SET IN THE TOP OF
 AN1311'A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN1311
 AN1311                          STATION RECOVERY (1973)
 AN1311
 AN1311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1311'MARK NOT FOUND.
 AN1311
 AN1311                          STATION RECOVERY (1994)
 AN1311
 AN1311'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1311'MARK NOT FOUND.
 AN1311
 AN1311                          STATION RECOVERY (1999)
 AN1311
 AN1311'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0237 ***********************************************************************
 AH0237  DESIGNATION -  Q 605
 AH0237  PID         -  AH0237
 AH0237  STATE/COUNTY-  TX/SAN PATRICIO
 AH0237  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0237
 AH0237                         *CURRENT SURVEY CONTROL
 AH0237  ___________________________________________________________________
 AH0237* NAD 83(1986)-  27 49 57.     (N)    097 11 41.     (W)     SCALED    
 AH0237* NAVD 88     -         3.90   (+/-2cm)      12.8    (feet)  VERTCON   
 AH0237  ___________________________________________________________________
 AH0237  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AH0237
 AH0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0237
 AH0237.The horizontal coordinates were scaled from a topographic map and have
 AH0237.an estimated accuracy of +/- 6 seconds.
 AH0237
 AH0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0237.The vertical order pertains to the NGVD 29 superseded value.
 AH0237
 AH0237.The geoid height was determined by GEOID03.
 AH0237
 AH0237;                    North         East    Units  Estimated Accuracy
 AH0237;SPC TX S     - 5,240,630.      428,590.      MT  (+/- 180 meters Scaled)
 AH0237
 AH0237                          SUPERSEDED SURVEY CONTROL
 AH0237
 AH0237  NGVD 29 (??/??/92)    4.07   (m)           13.4    (f) COMPUTED    2 0
 AH0237
 AH0237.Superseded values are not recommended for survey control.
 AH0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0237.See file dsdata.txt to determine how the superseded data were derived.
 AH0237
 AH0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR777799(NAD 83)
 AH0237_MARKER: DB = BENCH MARK DISK
 AH0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0237_STAMPING: Q 605 1942
 AH0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0237+STABILITY: SURFACE MOTION
 AH0237
 AH0237  HISTORY     - Date     Condition        Report By
 AH0237  HISTORY     - 1942     MONUMENTED       CGS
 AH0237  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0237  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0237
 AH0237                          STATION DESCRIPTION
 AH0237
 AH0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0237'5.8 MI SW FROM ARANSAS PASS.
 AH0237'5.4 MILES SOUTHWEST ALONG THE ROAD TO OLD INGLESIDE FROM THE POST AT
 AH0237'ARANSAS PASS, SAN PATRICIO COUNTY, 0.4 MILE SOUTHWEST ALONG THE ROAD
 AH0237'TO THE HUMBLE OIL CO. DOCK.  AT THE END OF THE PAVEMENT, 45 FEET
 AH0237'SOUTHEAST OF THE CENTERLINE OF THE PAVEMENT AT THE CENTER OF A
 AH0237'CATTLEGUARD, 30 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER, 3 FEET
 AH0237'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT NORTHWEST OF THE
 AH0237'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE PAVEMENT.  A STANDARD DISK,
 AH0237'STAMPED Q 605 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AH0237'ABOUT 0.5 FOOT ABOVE GROUND.  NOTE-- THE ROAD WAS WIDENED IN THE AREA.
 AH0237
 AH0237                          STATION RECOVERY (1995)
 AH0237
 AH0237'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1342 ***********************************************************************
 AN1342  DESIGNATION -  Q 606
 AN1342  PID         -  AN1342
 AN1342  STATE/COUNTY-  TX/REFUGIO
 AN1342  USGS QUAD   -  WOODSBORO (1978)
 AN1342
 AN1342                         *CURRENT SURVEY CONTROL
 AN1342  ___________________________________________________________________
 AN1342* NAD 83(1986)-  28 09 12.     (N)    097 18 08.     (W)     SCALED    
 AN1342* NAVD 88     -         8.68   (+/-2cm)      28.5    (feet)  VERTCON   
 AN1342  ___________________________________________________________________
 AN1342  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN1342
 AN1342  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1342
 AN1342.The horizontal coordinates were scaled from a topographic map and have
 AN1342.an estimated accuracy of +/- 6 seconds.
 AN1342
 AN1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1342.The vertical order pertains to the NGVD 29 superseded value.
 AN1342
 AN1342.The geoid height was determined by GEOID03.
 AN1342
 AN1342;                    North         East    Units  Estimated Accuracy
 AN1342;SPC TXSC     - 4,036,680.      766,770.      MT  (+/- 180 meters Scaled)
 AN1342
 AN1342                          SUPERSEDED SURVEY CONTROL
 AN1342
 AN1342  NGVD 29 (??/??/92)    8.836  (m)           28.99   (f) ADJ UNCH    2 0
 AN1342
 AN1342.Superseded values are not recommended for survey control.
 AN1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1342.See file dsdata.txt to determine how the superseded data were derived.
 AN1342
 AN1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS667153(NAD 83)
 AN1342_MARKER: DB = BENCH MARK DISK
 AN1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1342_STAMPING: Q 606 1942
 AN1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1342+STABILITY: SURFACE MOTION
 AN1342
 AN1342  HISTORY     - Date     Condition        Report By
 AN1342  HISTORY     - 1942     MONUMENTED       CGS
 AN1342  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1342  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1342
 AN1342                          STATION DESCRIPTION
 AN1342
 AN1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1342'4.6 MI SE FROM WOODSBORO.
 AN1342'4.6 MILES SOUTHEAST ALONG THE BAYSIDE ROAD FROM THE CITY PARK AT
 AN1342'WOODSBORO, REFUGIO COUNTY, 3.4 MILES SOUTH ALONG A DIRT ROAD.  1.0
 AN1342'MILE SOUTH OF BONNIE VIEW SCHOOL, AT A ROAD INTERSECTION, 39 FEET
 AN1342'SOUTH OF THE CENTERLINE OF THE CROSS ROAD, 30 FEET EAST OF THE
 AN1342'CENTERLINE OF A DIRT ROAD, 10 FEET SOUTH OF A FENCE CORNER, 3 FEET
 AN1342'NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET EAST OF A FENCE.  A
 AN1342'STANDARD DISK, STAMPED Q 606 1942 AND SET IN THE TOP OF A CONCRETE
 AN1342'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1342
 AN1342                          STATION RECOVERY (1974)
 AN1342
 AN1342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1342'MARK NOT FOUND.
 AN1342
 AN1342                          STATION RECOVERY (1999)
 AN1342
 AN1342'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0364 ***********************************************************************
 AH0364  DESIGNATION -  Q 608
 AH0364  PID         -  AH0364
 AH0364  STATE/COUNTY-  TX/NUECES
 AH0364  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0364
 AH0364                         *CURRENT SURVEY CONTROL
 AH0364  ___________________________________________________________________
 AH0364* NAD 83(1986)-  27 37 21.     (N)    097 27 12.     (W)     SCALED    
 AH0364* NAVD 88     -         6.024  (meters)      19.76   (feet)  ADJUSTED  
 AH0364  ___________________________________________________________________
 AH0364  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AH0364  DYNAMIC HT  -           6.015 (meters)      19.73  (feet)  COMP
 AH0364  MODELED GRAV-     979,120.1   (mgal)                       NAVD 88
 AH0364
 AH0364  VERT ORDER  -  SECOND    CLASS 0
 AH0364
 AH0364.The horizontal coordinates were scaled from a topographic map and have
 AH0364.an estimated accuracy of +/- 6 seconds.
 AH0364
 AH0364.The orthometric height was determined by differential leveling
 AH0364.and adjusted by the National Geodetic Survey in June 1991..
 AH0364
 AH0364.The geoid height was determined by GEOID03.
 AH0364
 AH0364.The dynamic height is computed by dividing the NAVD 88
 AH0364.geopotential number by the normal gravity value computed on the
 AH0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0364.degrees latitude (g = 980.6199 gals.).
 AH0364
 AH0364.The modeled gravity was interpolated from observed gravity values.
 AH0364
 AH0364;                    North         East    Units  Estimated Accuracy
 AH0364;SPC TX S     - 5,217,120.      403,300.      MT  (+/- 180 meters Scaled)
 AH0364
 AH0364                          SUPERSEDED SURVEY CONTROL
 AH0364
 AH0364  NGVD 29 (??/??/92)    6.188  (m)           20.30   (f) ADJ UNCH    2 0
 AH0364
 AH0364.Superseded values are not recommended for survey control.
 AH0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0364.See file dsdata.txt to determine how the superseded data were derived.
 AH0364
 AH0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR526563(NAD 83)
 AH0364_MARKER: DB = BENCH MARK DISK
 AH0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0364_STAMPING: Q 608 1942
 AH0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0364+STABILITY: SURFACE MOTION
 AH0364
 AH0364  HISTORY     - Date     Condition        Report By
 AH0364  HISTORY     - 1942     MONUMENTED       CGS
 AH0364  HISTORY     - 1949     MARK NOT FOUND   NGS
 AH0364  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0364  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0364  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0364
 AH0364                          STATION DESCRIPTION
 AH0364
 AH0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0364'2.4 MI N FROM CHAPMAN RANCH.
 AH0364'2.4 MILES NORTH ALONG STATE HIGHWAY 286 FROM CHAPMAN RANCH
 AH0364'HEADQUARTERS, NUECES COUNTY, AT THE JUNCTION OF A ROAD LEADING EAST,
 AH0364'48 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY,
 AH0364'45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET SOUTH OF A
 AH0364'POLE, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AH0364'DISK, STAMPED Q 608 1942 AND SET IN THE TOP OF A CONCRETE POST
 AH0364'PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE-- THE SITE OF THE BENCH MARK
 AH0364'IS UNDER CULTIVATION AND BENCH MARK IS BELIEVED TO BE DESTROYED.
 AH0364
 AH0364                          STATION RECOVERY (1969)
 AH0364
 AH0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0364'MARK NOT FOUND.
 AH0364
 AH0364                          STATION RECOVERY (1991)
 AH0364
 AH0364'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0364'MARK NOT FOUND.
 AH0364
 AH0364                          STATION RECOVERY (2001)
 AH0364
 AH0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0364'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0818 ***********************************************************************
 AH0818  DESIGNATION -  Q 609
 AH0818  PID         -  AH0818
 AH0818  STATE/COUNTY-  TX/NUECES
 AH0818  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0818
 AH0818                         *CURRENT SURVEY CONTROL
 AH0818  ___________________________________________________________________
 AH0818* NAD 83(1986)-  27 40 19.     (N)    097 41 16.     (W)     SCALED    
 AH0818* NAVD 88     -        16.615  (meters)      54.51   (feet)  ADJUSTED  
 AH0818  ___________________________________________________________________
 AH0818  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH0818  DYNAMIC HT  -          16.590 (meters)      54.43  (feet)  COMP
 AH0818  MODELED GRAV-     979,112.0   (mgal)                       NAVD 88
 AH0818
 AH0818  VERT ORDER  -  SECOND    CLASS 0
 AH0818
 AH0818.The horizontal coordinates were scaled from a topographic map and have
 AH0818.an estimated accuracy of +/- 6 seconds.
 AH0818
 AH0818.The orthometric height was determined by differential leveling
 AH0818.and adjusted by the National Geodetic Survey in June 1991..
 AH0818.WARNING-Repeat measurements at this control monument indicate possible
 AH0818.vertical movement.
 AH0818
 AH0818.The geoid height was determined by GEOID03.
 AH0818
 AH0818.The dynamic height is computed by dividing the NAVD 88
 AH0818.geopotential number by the normal gravity value computed on the
 AH0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0818.degrees latitude (g = 980.6199 gals.).
 AH0818
 AH0818.The modeled gravity was interpolated from observed gravity values.
 AH0818
 AH0818;                    North         East    Units  Estimated Accuracy
 AH0818;SPC TX S     - 5,222,430.      380,130.      MT  (+/- 180 meters Scaled)
 AH0818
 AH0818                          SUPERSEDED SURVEY CONTROL
 AH0818
 AH0818  NGVD 29 (??/??/92)   16.750  (m)           54.95   (f) ADJ UNCH    2 0
 AH0818
 AH0818.Superseded values are not recommended for survey control.
 AH0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0818.See file dsdata.txt to determine how the superseded data were derived.
 AH0818
 AH0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR294615(NAD 83)
 AH0818_MARKER: DB = BENCH MARK DISK
 AH0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0818_STAMPING: Q 609 1942
 AH0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0818+STABILITY: SURFACE MOTION
 AH0818
 AH0818  HISTORY     - Date     Condition        Report By
 AH0818  HISTORY     - 1942     MONUMENTED       CGS
 AH0818  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0818
 AH0818                          STATION DESCRIPTION
 AH0818
 AH0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0818'4.0 MI E FROM DRISCOLL.
 AH0818'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 96 WITH THE ROAD
 AH0818'TO PETRONILLA, AT DRISCOLL.  PROCEED 4 MILES EASTERLY ON PAVED ROAD TO
 AH0818'THE EAST END OF A LONG CURVE AND SITE OF BENCH MARK.  BENCH MARK IS AT
 AH0818'THE EAST END OF THE CURVE, ABOUT 0.2 MILES  WEST OF A GROUP OF FARM
 AH0818'BUILDINGS, 49 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AH0818'CENTERLINE OF THE ROAD, 9 FEET EAST OF A DIVISION FENCE CORNER, 3 FEET
 AH0818'WEST OF A 4X4-INCH WOODEN MARKER POST, AND 1 FOOT NORTH OF THE
 AH0818'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 AH0818
 AH0818                          STATION RECOVERY (1969)
 AH0818
 AH0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0412 ***********************************************************************
 AH0412  DESIGNATION -  Q 610
 AH0412  PID         -  AH0412
 AH0412  STATE/COUNTY-  TX/NUECES
 AH0412  USGS QUAD   -  PITA ISLAND (1975)
 AH0412
 AH0412                         *CURRENT SURVEY CONTROL
 AH0412  ___________________________________________________________________
 AH0412* NAD 83(1986)-  27 37 28.     (N)    097 18 33.     (W)     SCALED    
 AH0412* NAVD 88     -         7.164  (meters)      23.50   (feet)  ADJUSTED  
 AH0412  ___________________________________________________________________
 AH0412  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AH0412  DYNAMIC HT  -           7.153 (meters)      23.47  (feet)  COMP
 AH0412  MODELED GRAV-     979,124.3   (mgal)                       NAVD 88
 AH0412
 AH0412  VERT ORDER  -  SECOND    CLASS 0
 AH0412
 AH0412.The horizontal coordinates were scaled from a topographic map and have
 AH0412.an estimated accuracy of +/- 6 seconds.
 AH0412
 AH0412.The orthometric height was determined by differential leveling
 AH0412.and adjusted by the National Geodetic Survey in June 1991..
 AH0412
 AH0412.The geoid height was determined by GEOID03.
 AH0412
 AH0412.The dynamic height is computed by dividing the NAVD 88
 AH0412.geopotential number by the normal gravity value computed on the
 AH0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0412.degrees latitude (g = 980.6199 gals.).
 AH0412
 AH0412.The modeled gravity was interpolated from observed gravity values.
 AH0412
 AH0412;                    North         East    Units  Estimated Accuracy
 AH0412;SPC TX S     - 5,217,460.      417,530.      MT  (+/- 180 meters Scaled)
 AH0412
 AH0412                          SUPERSEDED SURVEY CONTROL
 AH0412
 AH0412  NGVD 29 (??/??/92)    7.316  (m)           24.00   (f) ADJ UNCH    2 0
 AH0412
 AH0412.Superseded values are not recommended for survey control.
 AH0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0412.See file dsdata.txt to determine how the superseded data were derived.
 AH0412
 AH0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR668567(NAD 83)
 AH0412_MARKER: DB = BENCH MARK DISK
 AH0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0412_STAMPING: Q 610 1942
 AH0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0412+STABILITY: SURFACE MOTION
 AH0412
 AH0412  HISTORY     - Date     Condition        Report By
 AH0412  HISTORY     - 1942     MONUMENTED       CGS
 AH0412  HISTORY     - 1949     GOOD             NGS
 AH0412  HISTORY     - 1977     GOOD             NGS
 AH0412  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AH0412
 AH0412                          STATION DESCRIPTION
 AH0412
 AH0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0412'1.2 MI S FROM CORPUS CHRISTI.
 AH0412'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0412'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0412'SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST ALONG LEXINGTON
 AH0412'BOULEVARD (STATE HIGHWAY 358), AND THENCE 3.5 MILES SOUTH ALONG A ROAD
 AH0412'LEADING TO OUTLYING FIELD 40 (WALDRON FIELD) VIA FLOUR BLUFF SCHOOL.
 AH0412'0.5 MILE NORTH OF THE ENTRANCE TO KING RANCH, 250 FEET NORTH OF A ROAD
 AH0412'INTERSECTION, 40 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 AH0412'NUECES COUNTY ROAD NO. 3, 4 FEET SOUTH OF THE FENCE POST AT THE
 AH0412'SOUTHEAST CORNER OF THE FLYING FIELD, AND 3 FEET NORTH OF A WHITE
 AH0412'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 610 1942 AND SET IN
 AH0412'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0412
 AH0412                          STATION RECOVERY (1977)
 AH0412
 AH0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0412'RECOVERED IN GOOD CONDITION.
 AH0412
 AH0412                          STATION RECOVERY (1985)
 AH0412
 AH0412'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0987 ***********************************************************************
 AH0987  DESIGNATION -  Q 611
 AH0987  PID         -  AH0987
 AH0987  STATE/COUNTY-  TX/NUECES
 AH0987  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH0987
 AH0987                         *CURRENT SURVEY CONTROL
 AH0987  ___________________________________________________________________
 AH0987* NAD 83(1986)-  27 36 33.     (N)    097 55 30.     (W)     SCALED    
 AH0987* NAVD 88     -        29.583  (meters)      97.06   (feet)  ADJUSTED  
 AH0987  ___________________________________________________________________
 AH0987  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AH0987  DYNAMIC HT  -          29.537 (meters)      96.91  (feet)  COMP
 AH0987  MODELED GRAV-     979,095.0   (mgal)                       NAVD 88
 AH0987
 AH0987  VERT ORDER  -  SECOND    CLASS 0
 AH0987
 AH0987.The horizontal coordinates were scaled from a topographic map and have
 AH0987.an estimated accuracy of +/- 6 seconds.
 AH0987
 AH0987.The orthometric height was determined by differential leveling
 AH0987.and adjusted by the National Geodetic Survey in June 1991..
 AH0987
 AH0987.The geoid height was determined by GEOID03.
 AH0987
 AH0987.The dynamic height is computed by dividing the NAVD 88
 AH0987.geopotential number by the normal gravity value computed on the
 AH0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0987.degrees latitude (g = 980.6199 gals.).
 AH0987
 AH0987.The modeled gravity was interpolated from observed gravity values.
 AH0987
 AH0987;                    North         East    Units  Estimated Accuracy
 AH0987;SPC TX S     - 5,215,350.      356,760.      MT  (+/- 180 meters Scaled)
 AH0987
 AH0987                          SUPERSEDED SURVEY CONTROL
 AH0987
 AH0987  NGVD 29 (??/??/92)   29.681  (m)           97.38   (f) ADJ UNCH    2 0
 AH0987
 AH0987.Superseded values are not recommended for survey control.
 AH0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0987.See file dsdata.txt to determine how the superseded data were derived.
 AH0987
 AH0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR060543(NAD 83)
 AH0987_MARKER: DB = BENCH MARK DISK
 AH0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0987_STAMPING: Q 611 1942
 AH0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0987+STABILITY: SURFACE MOTION
 AH0987
 AH0987  HISTORY     - Date     Condition        Report By
 AH0987  HISTORY     - 1942     MONUMENTED       CGS
 AH0987  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0987
 AH0987                          STATION DESCRIPTION
 AH0987
 AH0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0987'8.9 MI NW FROM KINGSVILLE.
 AH0987'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE.
 AH0987'PROCEED 3.2 MILES WESTERLY ALONG STATE HIGHWAY NO. 141, THENCE GO 3.6
 AH0987'MILES NORTHERLY ALONG FENCE TO GATE AND THEN GO 0.7 MILE TO NORTHEAST
 AH0987'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE NORTH-EAST OF
 AH0987'WOODEN GATE OPENING ON TO KING RANCH, AT POINT WHERE RANCH ROAD CURVES
 AH0987'AROUND CLUMP OF MESQUITE TREES.  IT IS 15.0 FEET NORTHWEST OF AND
 AH0987'ABOUT THE SAME ELEVATION AS CENTERLINE OF RANCH ROAD, 3.0 FEET WEST OF
 AH0987'4 X 4 INCH WOODEN MARKER POST AND THE MONUMENT PROJECTS ABOUT 0.5
 AH0987'FOOT.
 AH0987
 AH0987                          STATION RECOVERY (1975)
 AH0987
 AH0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0104 ***********************************************************************
 AJ0104  DESIGNATION -  Q 612
 AJ0104  PID         -  AJ0104
 AJ0104  STATE/COUNTY-  TX/JIM WELLS
 AJ0104  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0104
 AJ0104                         *CURRENT SURVEY CONTROL
 AJ0104  ___________________________________________________________________
 AJ0104* NAD 83(1986)-  27 44 22.     (N)    098 04 21.     (W)     SCALED    
 AJ0104* NAVD 88     -        62.204  (meters)     204.08   (feet)  ADJUSTED  
 AJ0104  ___________________________________________________________________
 AJ0104  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ0104  DYNAMIC HT  -          62.108 (meters)     203.77  (feet)  COMP
 AJ0104  MODELED GRAV-     979,096.6   (mgal)                       NAVD 88
 AJ0104
 AJ0104  VERT ORDER  -  FIRST     CLASS II
 AJ0104
 AJ0104.The horizontal coordinates were scaled from a topographic map and have
 AJ0104.an estimated accuracy of +/- 6 seconds.
 AJ0104
 AJ0104.The orthometric height was determined by differential leveling
 AJ0104.and adjusted by the National Geodetic Survey in June 1991..
 AJ0104
 AJ0104.The geoid height was determined by GEOID03.
 AJ0104
 AJ0104.The dynamic height is computed by dividing the NAVD 88
 AJ0104.geopotential number by the normal gravity value computed on the
 AJ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0104.degrees latitude (g = 980.6199 gals.).
 AJ0104
 AJ0104.The modeled gravity was interpolated from observed gravity values.
 AJ0104
 AJ0104;                    North         East    Units  Estimated Accuracy
 AJ0104;SPC TX S     - 5,229,720.      342,150.      MT  (+/- 180 meters Scaled)
 AJ0104
 AJ0104                          SUPERSEDED SURVEY CONTROL
 AJ0104
 AJ0104  NGVD 29 (??/??/??)   62.31   (m)          204.4    (f) RESET       3  
 AJ0104
 AJ0104.Superseded values are not recommended for survey control.
 AJ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0104.See file dsdata.txt to determine how the superseded data were derived.
 AJ0104
 AJ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR914686(NAD 83)
 AJ0104_MARKER: DB = BENCH MARK DISK
 AJ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0104_STAMPING: Q 612 1942
 AJ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0104+STABILITY: SURFACE MOTION
 AJ0104
 AJ0104  HISTORY     - Date     Condition        Report By
 AJ0104  HISTORY     - 1942     MONUMENTED       CGS
 AJ0104  HISTORY     - 1951     GOOD             NGS
 AJ0104  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0104
 AJ0104                          STATION DESCRIPTION
 AJ0104
 AJ0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AJ0104'0.8 MI S FROM ALICE.
 AJ0104'0.8 MILE SOUTH ALONG CAMERON STREET FROM THE COURTHOUSE AT ALICE, 81
 AJ0104'FEET SOUTH OF THE EXTENDED CENTER LINE OF A PAVED STREET LEADING EAST,
 AJ0104'101 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE HOUSE WHICH BELONGS
 AJ0104'TO CATLINA E. CANALES, 83 FEET NORTH OF THE CENTER OF A GATE, 32 FEET
 AJ0104'WEST OF THE CENTER LINE OF CAMERON STREET, 30 FEET SOUTHWEST OF A
 AJ0104'POWER POLE, 0.6 FOOT EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 AJ0104'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AJ0104'GROUND.
 AJ0104
 AJ0104                          STATION RECOVERY (1963)
 AJ0104
 AJ0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0656 ***********************************************************************
 AH0656  DESIGNATION -  Q 613
 AH0656  PID         -  AH0656
 AH0656  STATE/COUNTY-  TX/KLEBERG
 AH0656  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0656
 AH0656                         *CURRENT SURVEY CONTROL
 AH0656  ___________________________________________________________________
 AH0656* NAD 83(1986)-  27 24 16.     (N)    097 54 30.     (W)     SCALED    
 AH0656* NAVD 88     -        21.669  (meters)      71.09   (feet)  ADJUSTED  
 AH0656  ___________________________________________________________________
 AH0656  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AH0656  DYNAMIC HT  -          21.635 (meters)      70.98  (feet)  COMP
 AH0656  MODELED GRAV-     979,090.2   (mgal)                       NAVD 88
 AH0656
 AH0656  VERT ORDER  -  SECOND    CLASS 0
 AH0656
 AH0656.The horizontal coordinates were scaled from a topographic map and have
 AH0656.an estimated accuracy of +/- 6 seconds.
 AH0656
 AH0656.The orthometric height was determined by differential leveling
 AH0656.and adjusted by the National Geodetic Survey in June 1991..
 AH0656
 AH0656.The geoid height was determined by GEOID03.
 AH0656
 AH0656.The dynamic height is computed by dividing the NAVD 88
 AH0656.geopotential number by the normal gravity value computed on the
 AH0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0656.degrees latitude (g = 980.6199 gals.).
 AH0656
 AH0656.The modeled gravity was interpolated from observed gravity values.
 AH0656
 AH0656;                    North         East    Units  Estimated Accuracy
 AH0656;SPC TX S     - 5,192,670.      358,510.      MT  (+/- 180 meters Scaled)
 AH0656
 AH0656                          SUPERSEDED SURVEY CONTROL
 AH0656
 AH0656  NGVD 29 (??/??/92)   21.778  (m)           71.45   (f) ADJ UNCH    2 0
 AH0656
 AH0656.Superseded values are not recommended for survey control.
 AH0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0656.See file dsdata.txt to determine how the superseded data were derived.
 AH0656
 AH0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR079317(NAD 83)
 AH0656_MARKER: DB = BENCH MARK DISK
 AH0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0656_STAMPING: Q 613 1942
 AH0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0656+STABILITY: SURFACE MOTION
 AH0656
 AH0656  HISTORY     - Date     Condition        Report By
 AH0656  HISTORY     - 1942     MONUMENTED       CGS
 AH0656  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0656
 AH0656                          STATION DESCRIPTION
 AH0656
 AH0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0656'11.0 MI SW FROM KINGSVILLE.
 AH0656'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH0656'PROCEED SOUTHERLY 7.2 MILES ALONG STATE HIGHWAY NO. 96.  THENCE GO
 AH0656'WESTERLY 3.8 MILES ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK. BENCH
 AH0656'MARK IS AT THE SOUTHEAST CORNER OF TWO INTERSECTING SECTION ROADS. IT
 AH0656'IS 63.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS INTERSECTION
 AH0656'OF CENTERLINES OF ROADS, 24.0 FEET EAST OF CORNER POST OF A PASTURE
 AH0656'FENCE AT SOUTHEAST CORNER OF INTERSECTION, 0.6 FOOT SOUTH OF FENCE
 AH0656'RUNNING EAST ON SOUTH SIDE OF ROAD AND 3.0 FEET WEST OF 4X4 INCH
 AH0656'WOODEN MARKER POST.  THE MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AH0656
 AH0656                          STATION RECOVERY (1975)
 AH0656
 AH0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0307 ***********************************************************************
 AJ0307  DESIGNATION -  Q 614
 AJ0307  PID         -  AJ0307
 AJ0307  STATE/COUNTY-  TX/KLEBERG
 AJ0307  USGS QUAD   -  ELLA (1963)
 AJ0307
 AJ0307                         *CURRENT SURVEY CONTROL
 AJ0307  ___________________________________________________________________
 AJ0307* NAD 83(1986)-  27 23 06.     (N)    098 00 52.     (W)     SCALED    
 AJ0307* NAVD 88     -        31.668  (meters)     103.90   (feet)  ADJUSTED  
 AJ0307  ___________________________________________________________________
 AJ0307  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AJ0307  DYNAMIC HT  -          31.619 (meters)     103.74  (feet)  COMP
 AJ0307  MODELED GRAV-     979,082.5   (mgal)                       NAVD 88
 AJ0307
 AJ0307  VERT ORDER  -  SECOND    CLASS 0
 AJ0307
 AJ0307.The horizontal coordinates were scaled from a topographic map and have
 AJ0307.an estimated accuracy of +/- 6 seconds.
 AJ0307
 AJ0307.The orthometric height was determined by differential leveling
 AJ0307.and adjusted by the National Geodetic Survey in June 1991..
 AJ0307
 AJ0307.The geoid height was determined by GEOID03.
 AJ0307
 AJ0307.The dynamic height is computed by dividing the NAVD 88
 AJ0307.geopotential number by the normal gravity value computed on the
 AJ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0307.degrees latitude (g = 980.6199 gals.).
 AJ0307
 AJ0307.The modeled gravity was interpolated from observed gravity values.
 AJ0307
 AJ0307;                    North         East    Units  Estimated Accuracy
 AJ0307;SPC TX S     - 5,190,470.      348,020.      MT  (+/- 180 meters Scaled)
 AJ0307
 AJ0307                          SUPERSEDED SURVEY CONTROL
 AJ0307
 AJ0307  NGVD 29 (??/??/??)   31.77   (m)          104.2    (f) RESET       3  
 AJ0307
 AJ0307.Superseded values are not recommended for survey control.
 AJ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0307.See file dsdata.txt to determine how the superseded data were derived.
 AJ0307
 AJ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR974294(NAD 83)
 AJ0307_MARKER: DB = BENCH MARK DISK
 AJ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0307_STAMPING: Q 614 1942
 AJ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0307+STABILITY: SURFACE MOTION
 AJ0307
 AJ0307  HISTORY     - Date     Condition        Report By
 AJ0307  HISTORY     - 1942     MONUMENTED       CGS
 AJ0307  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0307
 AJ0307                          STATION DESCRIPTION
 AJ0307
 AJ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0307'7.0 MI NE FROM PREMONT.
 AJ0307'TO REACH FROM POST OFFICE AT PREMONT-- PROCEED EASTERLY 5.0 MILES
 AJ0307'ALONG OLD PREMONT-KINGSVILLE ROAD.  THENCE GO NORTH 0.9 MILE ALONG
 AJ0307'FENCE LINE.  THENCE CONTINUE EAST 1.1 MILE ALONG RANCH ROAD TO SITE OF
 AJ0307'BENCH MARK.  BENCH MARK IS ABOUT 1.1 MILE EAST OF THE EBONITA RANCH
 AJ0307'HOUSE AT POINT WHERE RANCHROAD CURVES AROUND MESQUITE TREE.  IT IS
 AJ0307'51.0 FEET EAST OF TREE, 16.0 FEET SOUTH OF RANCH ROAD, 3.0 FEET WEST
 AJ0307'OF 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS ABOUT 0.5
 AJ0307'FOOT.
 AJ0307
 AJ0307                          STATION RECOVERY (1962)
 AJ0307
 AJ0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0699 ***********************************************************************
 AH0699  DESIGNATION -  Q 615
 AH0699  PID         -  AH0699
 AH0699  STATE/COUNTY-  TX/KENEDY
 AH0699  USGS QUAD   -  SARITA SW (1979)
 AH0699
 AH0699                         *CURRENT SURVEY CONTROL
 AH0699  ___________________________________________________________________
 AH0699* NAD 83(1986)-  27 06 55.     (N)    097 55 43.     (W)     SCALED    
 AH0699* NAVD 88     -        16.712  (meters)      54.83   (feet)  ADJUSTED  
 AH0699  ___________________________________________________________________
 AH0699  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH0699  DYNAMIC HT  -          16.685 (meters)      54.74  (feet)  COMP
 AH0699  MODELED GRAV-     979,077.0   (mgal)                       NAVD 88
 AH0699
 AH0699  VERT ORDER  -  SECOND    CLASS 0
 AH0699
 AH0699.The horizontal coordinates were scaled from a topographic map and have
 AH0699.an estimated accuracy of +/- 6 seconds.
 AH0699
 AH0699.The orthometric height was determined by differential leveling
 AH0699.and adjusted by the National Geodetic Survey in June 1991..
 AH0699
 AH0699.The geoid height was determined by GEOID03.
 AH0699
 AH0699.The dynamic height is computed by dividing the NAVD 88
 AH0699.geopotential number by the normal gravity value computed on the
 AH0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0699.degrees latitude (g = 980.6199 gals.).
 AH0699
 AH0699.The modeled gravity was interpolated from observed gravity values.
 AH0699
 AH0699;                    North         East    Units  Estimated Accuracy
 AH0699;SPC TX S     - 5,160,620.      356,650.      MT  (+/- 180 meters Scaled)
 AH0699
 AH0699                          SUPERSEDED SURVEY CONTROL
 AH0699
 AH0699  NGVD 29 (??/??/92)   16.809  (m)           55.15   (f) ADJ UNCH    2 0
 AH0699
 AH0699.Superseded values are not recommended for survey control.
 AH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0699.See file dsdata.txt to determine how the superseded data were derived.
 AH0699
 AH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ061996(NAD 83)
 AH0699_MARKER: DB = BENCH MARK DISK
 AH0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0699_STAMPING: Q 615 1942
 AH0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0699+STABILITY: SURFACE MOTION
 AH0699
 AH0699  HISTORY     - Date     Condition        Report By
 AH0699  HISTORY     - 1942     MONUMENTED       CGS
 AH0699  HISTORY     - 1975     GOOD             USGS
 AH0699
 AH0699                          STATION DESCRIPTION
 AH0699
 AH0699'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0699'7.3 MI SW FROM RIVIERA.
 AH0699'7.3 MILES SW ALONG STATE HWY. 285 FROM JCT. OF HWY. 285 AND US HWY. 77
 AH0699'AT RIVIERA, THEN SOUTH ALONG CALICHE ROAD FOR 8.6 MILES TO THE MONTE
 AH0699'NEGRO WM, THROUGH A GATE IN E-W FENCE, FOLLOW TRACK ROAD SE FOR 5.0
 AH0699'MILE TO A CORRAL NEAR THE DISPUTAS WM.  BM IS 4 FT. SOUTH OF NE CORNER
 AH0699'OF CORRAL.  A DISK SET IN A CONCRETE POST 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0265 ***********************************************************************
 AJ0265  DESIGNATION -  Q 616 RESET 1952
 AJ0265  PID         -  AJ0265
 AJ0265  STATE/COUNTY-  TX/BROOKS
 AJ0265  USGS QUAD   -  CAGE RANCH (1963)
 AJ0265
 AJ0265                         *CURRENT SURVEY CONTROL
 AJ0265  ___________________________________________________________________
 AJ0265* NAD 83(1986)-  27 06 18.     (N)    098 08 46.     (W)     SCALED    
 AJ0265* NAVD 88     -        34.15   (meters)     112.0    (feet)  RESET     
 AJ0265  ___________________________________________________________________
 AJ0265  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AJ0265
 AJ0265  VERT ORDER  -  THIRD
 AJ0265
 AJ0265.The horizontal coordinates were scaled from a topographic map and have
 AJ0265.an estimated accuracy of +/- 6 seconds.
 AJ0265
 AJ0265.The orthometric height was computed from unverified reset data.
 AJ0265
 AJ0265.The geoid height was determined by GEOID03.
 AJ0265
 AJ0265;                    North         East    Units  Estimated Accuracy
 AJ0265;SPC TX S     - 5,159,400.      335,090.      MT  (+/- 180 meters Scaled)
 AJ0265
 AJ0265                          SUPERSEDED SURVEY CONTROL
 AJ0265
 AJ0265.No superseded survey control is available for this station.
 AJ0265
 AJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ846983(NAD 83)
 AJ0265_MARKER: DB = BENCH MARK DISK
 AJ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0265_STAMPING: Q 616 RESET 1952
 AJ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0265+STABILITY: SURFACE MOTION
 AJ0265
 AJ0265  HISTORY     - Date     Condition        Report By
 AJ0265  HISTORY     - 1952     MONUMENTED       TXHD
 AJ0265  HISTORY     - 1954     GOOD             NGS
 AJ0265  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0265
 AJ0265                          STATION DESCRIPTION
 AJ0265
 AJ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AJ0265'8.4 MI S FROM FALFURRIAS.
 AJ0265'1.9 MI N. OF BARROSO ABOUT 8.4 MILES SOUTH FROM THE T. AND N.O. DEPOT
 AJ0265'IN FALFURRIAS, ALONG THE T. AND N.O.R.R. AND HIGHWAY NO. 281, IN THE
 AJ0265'WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY, ABOUT 170 FEET WEST OF MILE
 AJ0265'POST NO. 88, 25 FEET NORTH OF A GATE AND A FENCE CORNER AND 0.3 MILE
 AJ0265'SOUTH OF THE UNITED CARBON CO. PLANT.  A STANDARD DISK STAMPED Q 616
 AJ0265'RESET 1952 AND SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 AJ0265
 AJ0265                          STATION RECOVERY (1962)
 AJ0265
 AJ0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1092 ***********************************************************************
 AB1092  DESIGNATION -  Q 617
 AB1092  PID         -  AB1092
 AB1092  STATE/COUNTY-  TX/KENEDY
 AB1092  USGS QUAD   -  ARMSTRONG (1982)
 AB1092
 AB1092                         *CURRENT SURVEY CONTROL
 AB1092  ___________________________________________________________________
 AB1092* NAD 83(1986)-  26 55 19.     (N)    097 51 18.     (W)     SCALED    
 AB1092* NAVD 88     -         8.892  (meters)      29.17   (feet)  ADJUSTED  
 AB1092  ___________________________________________________________________
 AB1092  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AB1092  DYNAMIC HT  -           8.878 (meters)      29.13  (feet)  COMP
 AB1092  MODELED GRAV-     979,071.4   (mgal)                       NAVD 88
 AB1092
 AB1092  VERT ORDER  -  SECOND    CLASS 0
 AB1092
 AB1092.The horizontal coordinates were scaled from a topographic map and have
 AB1092.an estimated accuracy of +/- 6 seconds.
 AB1092
 AB1092.The orthometric height was determined by differential leveling
 AB1092.and adjusted by the National Geodetic Survey in June 1991..
 AB1092
 AB1092.The geoid height was determined by GEOID03.
 AB1092
 AB1092.The dynamic height is computed by dividing the NAVD 88
 AB1092.geopotential number by the normal gravity value computed on the
 AB1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1092.degrees latitude (g = 980.6199 gals.).
 AB1092
 AB1092.The modeled gravity was interpolated from observed gravity values.
 AB1092
 AB1092;                    North         East    Units  Estimated Accuracy
 AB1092;SPC TX S     - 5,139,240.      364,060.      MT  (+/- 180 meters Scaled)
 AB1092
 AB1092                          SUPERSEDED SURVEY CONTROL
 AB1092
 AB1092  NGVD 29 (??/??/92)    8.978  (m)           29.46   (f) ADJ UNCH    2 0
 AB1092
 AB1092.Superseded values are not recommended for survey control.
 AB1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1092.See file dsdata.txt to determine how the superseded data were derived.
 AB1092
 AB1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ136783(NAD 83)
 AB1092_MARKER: DB = BENCH MARK DISK
 AB1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1092_STAMPING: Q 617 1942
 AB1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1092+STABILITY: SURFACE MOTION
 AB1092
 AB1092  HISTORY     - Date     Condition        Report By
 AB1092  HISTORY     - 1942     MONUMENTED       CGS
 AB1092
 AB1092                          STATION DESCRIPTION
 AB1092
 AB1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1092'4.1 MI W FROM ARMSTRONG.
 AB1092'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1092'PROCEED 4.0 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1092'MARK.  BENCH MARK IS AT THE NORTH EDGE OF A SMALL KNOLL IN ARMSTRONG
 AB1092'RANCH PASTURE, 42.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AB1092'CENTERLINE OF THE ROAD AND 4.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AB1092'POST.  THE MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0090 ***********************************************************************
 AE0090  DESIGNATION -  Q 618
 AE0090  PID         -  AE0090
 AE0090  STATE/COUNTY-  TX/HIDALGO
 AE0090  USGS QUAD   -  LINN NE (1982)
 AE0090
 AE0090                         *CURRENT SURVEY CONTROL
 AE0090  ___________________________________________________________________
 AE0090* NAD 83(1986)-  26 44 17.     (N)    098 05 21.     (W)     SCALED    
 AE0090* NAVD 88     -        20.633  (meters)      67.69   (feet)  ADJUSTED  
 AE0090  ___________________________________________________________________
 AE0090  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AE0090  DYNAMIC HT  -          20.600 (meters)      67.59  (feet)  COMP
 AE0090  MODELED GRAV-     979,046.5   (mgal)                       NAVD 88
 AE0090
 AE0090  VERT ORDER  -  SECOND    CLASS 0
 AE0090
 AE0090.The horizontal coordinates were scaled from a topographic map and have
 AE0090.an estimated accuracy of +/- 6 seconds.
 AE0090
 AE0090.The orthometric height was determined by differential leveling
 AE0090.and adjusted by the National Geodetic Survey in June 1991..
 AE0090
 AE0090.The geoid height was determined by GEOID03.
 AE0090
 AE0090.The dynamic height is computed by dividing the NAVD 88
 AE0090.geopotential number by the normal gravity value computed on the
 AE0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0090.degrees latitude (g = 980.6199 gals.).
 AE0090
 AE0090.The modeled gravity was interpolated from observed gravity values.
 AE0090
 AE0090;                    North         East    Units  Estimated Accuracy
 AE0090;SPC TX S     - 5,118,770.      340,870.      MT  (+/- 180 meters Scaled)
 AE0090
 AE0090                          SUPERSEDED SURVEY CONTROL
 AE0090
 AE0090  NGVD 29 (??/??/92)   20.75   (m)           68.1    (f) COMPUTED    2 0
 AE0090
 AE0090.Superseded values are not recommended for survey control.
 AE0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0090.See file dsdata.txt to determine how the superseded data were derived.
 AE0090
 AE0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ905577(NAD 83)
 AE0090_MARKER: DB = BENCH MARK DISK
 AE0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0090_STAMPING: Q 618 1942
 AE0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0090+STABILITY: SURFACE MOTION
 AE0090
 AE0090  HISTORY     - Date     Condition        Report By
 AE0090  HISTORY     - 1942     MONUMENTED       CGS
 AE0090  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0090
 AE0090                          STATION DESCRIPTION
 AE0090
 AE0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0090'11.4 MI S FROM RACHAL.
 AE0090'TO REACH FROM THE POST OFFICE AT RACHAL-- PROCEED 10.5 MILES SOUTHERLY
 AE0090'ALONG U. S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING EAST.
 AE0090'THENCE, GO 0.9 MILE EASTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AE0090'MARK.  BENCH MARK IS 20.0 FEET SOUTH OF A GROUP OF TREES, AT CURVE IN
 AE0090'RANCH ROAD AND 20.0 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE
 AE0090'CENTERLINE OF THE ROAD.  IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AE0090'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0090
 AE0090                          STATION RECOVERY (1962)
 AE0090
 AE0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0837 ***********************************************************************
 AJ0837  DESIGNATION -  Q 62
 AJ0837  PID         -  AJ0837
 AJ0837  STATE/COUNTY-  TX/ZAPATA
 AJ0837  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0837
 AJ0837                         *CURRENT SURVEY CONTROL
 AJ0837  ___________________________________________________________________
 AJ0837* NAD 83(1986)-  27 15 57.     (N)    099 25 22.     (W)     SCALED    
 AJ0837* NAVD 88     -       141.009  (meters)     462.63   (feet)  ADJUSTED  
 AJ0837  ___________________________________________________________________
 AJ0837  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AJ0837  DYNAMIC HT  -         140.783 (meters)     461.89  (feet)  COMP
 AJ0837  MODELED GRAV-     979,046.4   (mgal)                       NAVD 88
 AJ0837
 AJ0837  VERT ORDER  -  FIRST     CLASS II
 AJ0837
 AJ0837.The horizontal coordinates were scaled from a topographic map and have
 AJ0837.an estimated accuracy of +/- 6 seconds.
 AJ0837
 AJ0837.The orthometric height was determined by differential leveling
 AJ0837.and adjusted by the National Geodetic Survey in June 1991..
 AJ0837
 AJ0837.The geoid height was determined by GEOID03.
 AJ0837
 AJ0837.The dynamic height is computed by dividing the NAVD 88
 AJ0837.geopotential number by the normal gravity value computed on the
 AJ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0837.degrees latitude (g = 980.6199 gals.).
 AJ0837
 AJ0837.The modeled gravity was interpolated from observed gravity values.
 AJ0837
 AJ0837;                    North         East    Units  Estimated Accuracy
 AJ0837;SPC TX S     - 5,177,510.      208,640.      MT  (+/- 180 meters Scaled)
 AJ0837
 AJ0837                          SUPERSEDED SURVEY CONTROL
 AJ0837
 AJ0837  NGVD 29 (??/??/92)  141.059  (m)          462.79   (f) ADJ UNCH    1 2
 AJ0837
 AJ0837.Superseded values are not recommended for survey control.
 AJ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0837.See file dsdata.txt to determine how the superseded data were derived.
 AJ0837
 AJ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR581159(NAD 83)
 AJ0837_MARKER: DB = BENCH MARK DISK
 AJ0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0837_STAMPING: Q 62 1919 ELEV 462.61 FT
 AJ0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0837+STABILITY: SURFACE MOTION
 AJ0837
 AJ0837  HISTORY     - Date     Condition        Report By
 AJ0837  HISTORY     - 1919     MONUMENTED       CGS
 AJ0837  HISTORY     - 1957     GOOD             NGS
 AJ0837
 AJ0837                          STATION DESCRIPTION
 AJ0837
 AJ0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0837'15.45 MI N FROM SAN YGNACIO.
 AJ0837'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0837'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 14.9 MILES NORTH ALONG U.S.
 AJ0837'HIGHWAY 83, THENCE 0.15 MILE WEST ALONG A TRACK ROAD, 800 FEET
 AJ0837'SOUTHWEST OF A CATTLE GUARD, 53 FEET WEST OF THE CENTER LINE OF AN
 AJ0837'ABANDONED ROAD, 2.3 FEET NORTHWEST OF A FENCE, 2.3 FEET NORTHEAST OF A
 AJ0837'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 AJ0837'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0222 ***********************************************************************
 AJ0222  DESIGNATION -  Q 621
 AJ0222  PID         -  AJ0222
 AJ0222  STATE/COUNTY-  TX/DUVAL
 AJ0222  USGS QUAD   -  BENAVIDES (1968)
 AJ0222
 AJ0222                         *CURRENT SURVEY CONTROL
 AJ0222  ___________________________________________________________________
 AJ0222* NAD 83(1986)-  27 32 00.     (N)    098 24 29.     (W)     SCALED    
 AJ0222* NAVD 88     -       114.255  (meters)     374.85   (feet)  ADJUSTED  
 AJ0222  ___________________________________________________________________
 AJ0222  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AJ0222  DYNAMIC HT  -         114.075 (meters)     374.26  (feet)  COMP
 AJ0222  MODELED GRAV-     979,071.1   (mgal)                       NAVD 88
 AJ0222
 AJ0222  VERT ORDER  -  SECOND    CLASS 0
 AJ0222
 AJ0222.The horizontal coordinates were scaled from a topographic map and have
 AJ0222.an estimated accuracy of +/- 6 seconds.
 AJ0222
 AJ0222.The orthometric height was determined by differential leveling
 AJ0222.and adjusted by the National Geodetic Survey in June 1991..
 AJ0222
 AJ0222.The geoid height was determined by GEOID03.
 AJ0222
 AJ0222.The dynamic height is computed by dividing the NAVD 88
 AJ0222.geopotential number by the normal gravity value computed on the
 AJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0222.degrees latitude (g = 980.6199 gals.).
 AJ0222
 AJ0222.The modeled gravity was interpolated from observed gravity values.
 AJ0222
 AJ0222;                    North         East    Units  Estimated Accuracy
 AJ0222;SPC TX S     - 5,206,820.      309,080.      MT  (+/- 180 meters Scaled)
 AJ0222
 AJ0222                          SUPERSEDED SURVEY CONTROL
 AJ0222
 AJ0222  NGVD 29 (??/??/92)  114.31   (m)          375.0    (f) COMPUTED    2 0
 AJ0222
 AJ0222.Superseded values are not recommended for survey control.
 AJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0222.See file dsdata.txt to determine how the superseded data were derived.
 AJ0222
 AJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR584456(NAD 83)
 AJ0222_MARKER: DB = BENCH MARK DISK
 AJ0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0222_SP_SET: CULVERT
 AJ0222_STAMPING: Q 621 1942
 AJ0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0222
 AJ0222  HISTORY     - Date     Condition        Report By
 AJ0222  HISTORY     - 1942     MONUMENTED       CGS
 AJ0222
 AJ0222                          STATION DESCRIPTION
 AJ0222
 AJ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0222'4.9 MI S FROM BENAVIDES.
 AJ0222'TO REACH FROM THE MISSOURI PACIFIC (TEX. MEX.) RAILROAD STATION AT
 AJ0222'BENAVIDES-- PROCEED 4.9 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339 TO
 AJ0222'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF THE
 AJ0222'INTERSECTION OF ROAD LEADING EAST, 18.0 FEET WEST OF AND ABOUT 1.0
 AJ0222'FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.  IT IS SET HORIZONTALLY IN
 AJ0222'THE CENTER OF THE WEST HEADWALL OF A 4X4-FOOT CONCRETE BOX CULVERT
 AJ0222'UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0141 ***********************************************************************
 AJ0141  DESIGNATION -  Q 622
 AJ0141  PID         -  AJ0141
 AJ0141  STATE/COUNTY-  TX/JIM WELLS
 AJ0141  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0141
 AJ0141                         *CURRENT SURVEY CONTROL
 AJ0141  ___________________________________________________________________
 AJ0141* NAD 83(1986)-  27 35 15.     (N)    098 08 44.     (W)     SCALED    
 AJ0141* NAVD 88     -        61.699  (meters)     202.42   (feet)  ADJUSTED  
 AJ0141  ___________________________________________________________________
 AJ0141  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AJ0141  DYNAMIC HT  -          61.602 (meters)     202.11  (feet)  COMP
 AJ0141  MODELED GRAV-     979,085.7   (mgal)                       NAVD 88
 AJ0141
 AJ0141  VERT ORDER  -  SECOND    CLASS 0
 AJ0141
 AJ0141.The horizontal coordinates were scaled from a topographic map and have
 AJ0141.an estimated accuracy of +/- 6 seconds.
 AJ0141
 AJ0141.The orthometric height was determined by differential leveling
 AJ0141.and adjusted by the National Geodetic Survey in June 1991..
 AJ0141
 AJ0141.The geoid height was determined by GEOID03.
 AJ0141
 AJ0141.The dynamic height is computed by dividing the NAVD 88
 AJ0141.geopotential number by the normal gravity value computed on the
 AJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0141.degrees latitude (g = 980.6199 gals.).
 AJ0141
 AJ0141.The modeled gravity was interpolated from observed gravity values.
 AJ0141
 AJ0141;                    North         East    Units  Estimated Accuracy
 AJ0141;SPC TX S     - 5,212,870.      334,990.      MT  (+/- 180 meters Scaled)
 AJ0141
 AJ0141                          SUPERSEDED SURVEY CONTROL
 AJ0141
 AJ0141  NGVD 29 (??/??/92)   61.79   (m)          202.7    (f) COMPUTED    2 0
 AJ0141
 AJ0141.Superseded values are not recommended for survey control.
 AJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0141.See file dsdata.txt to determine how the superseded data were derived.
 AJ0141
 AJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR843518(NAD 83)
 AJ0141_MARKER: DB = BENCH MARK DISK
 AJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0141_STAMPING: Q 622 1942
 AJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0141+STABILITY: SURFACE MOTION
 AJ0141
 AJ0141  HISTORY     - Date     Condition        Report By
 AJ0141  HISTORY     - 1942     MONUMENTED       CGS
 AJ0141  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0141
 AJ0141                          STATION DESCRIPTION
 AJ0141
 AJ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0141'15.2 MI SW FROM ALICE.
 AJ0141'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0141'11.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0141'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 3.5 MILES
 AJ0141'WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AJ0141'IS AT THE INTERSECTION OF ROAD LEADING INTO A FIELD, 24.0 FEET
 AJ0141'SOUTHEAST OF A CATTLE GUARD AND 21.0 FEET SOUTH OF THE CENTERLINE OF
 AJ0141'THE ROAD.  IT IS 18.0 FEET WEST OF THE CENTERLINE OF THE SIDE ROAD,
 AJ0141'21.0 FEET EAST OF FENCE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AJ0141'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0141
 AJ0141                          STATION RECOVERY (1962)
 AJ0141
 AJ0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0331 ***********************************************************************
 AJ0331  DESIGNATION -  Q 623
 AJ0331  PID         -  AJ0331
 AJ0331  STATE/COUNTY-  TX/DUVAL
 AJ0331  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0331
 AJ0331                         *CURRENT SURVEY CONTROL
 AJ0331  ___________________________________________________________________
 AJ0331* NAD 83(1986)-  27 22 25.     (N)    098 16 22.     (W)     SCALED    
 AJ0331* NAVD 88     -        70.617  (meters)     231.68   (feet)  ADJUSTED  
 AJ0331  ___________________________________________________________________
 AJ0331  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AJ0331  DYNAMIC HT  -          70.505 (meters)     231.32  (feet)  COMP
 AJ0331  MODELED GRAV-     979,070.5   (mgal)                       NAVD 88
 AJ0331
 AJ0331  VERT ORDER  -  SECOND    CLASS 0
 AJ0331
 AJ0331.The horizontal coordinates were scaled from a topographic map and have
 AJ0331.an estimated accuracy of +/- 6 seconds.
 AJ0331
 AJ0331.The orthometric height was determined by differential leveling
 AJ0331.and adjusted by the National Geodetic Survey in June 1991..
 AJ0331
 AJ0331.The geoid height was determined by GEOID03.
 AJ0331
 AJ0331.The dynamic height is computed by dividing the NAVD 88
 AJ0331.geopotential number by the normal gravity value computed on the
 AJ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0331.degrees latitude (g = 980.6199 gals.).
 AJ0331
 AJ0331.The modeled gravity was interpolated from observed gravity values.
 AJ0331
 AJ0331;                    North         East    Units  Estimated Accuracy
 AJ0331;SPC TX S     - 5,189,140.      322,480.      MT  (+/- 180 meters Scaled)
 AJ0331
 AJ0331                          SUPERSEDED SURVEY CONTROL
 AJ0331
 AJ0331  NGVD 29 (??/??/92)   70.719  (m)          232.02   (f) ADJ UNCH    2 0
 AJ0331
 AJ0331.Superseded values are not recommended for survey control.
 AJ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0331.See file dsdata.txt to determine how the superseded data were derived.
 AJ0331
 AJ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR719280(NAD 83)
 AJ0331_MARKER: DB = BENCH MARK DISK
 AJ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0331_STAMPING: Q 623 1942
 AJ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0331+STABILITY: SURFACE MOTION
 AJ0331
 AJ0331  HISTORY     - Date     Condition        Report By
 AJ0331  HISTORY     - 1942     MONUMENTED       CGS
 AJ0331  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0331
 AJ0331                          STATION DESCRIPTION
 AJ0331
 AJ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0331'7.2 MI E FROM CONCEPCION.
 AJ0331'TO REACH FROM THE POST OFFICE AT CONCEPCION-- PROCEED 7.2 MILES
 AJ0331'EASTERLY ALONG ROAD TOWARDS PREMONT TO THE SITE OF THE BENCH MARK.
 AJ0331'BENCH MARK IS ABOUT 0.1 MILE WEST OF A CURVE, ABOUT 105.0 FEET EAST OF
 AJ0331'INTERSECTION OF LANE LEADING TO FARM HOUSE ON THE SOUTH SIDE OF THE
 AJ0331'ROAD AND 27.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  IT IS 3.0
 AJ0331'FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF
 AJ0331'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.  IT IS ABOUT 1.0 MILE EAST OF
 AJ0331'INTERSECTION OF CROSSROAD FROM SAN DIEGO TO COPITA.
 AJ0331
 AJ0331                          STATION RECOVERY (1968)
 AJ0331
 AJ0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0180 ***********************************************************************
 AJ0180  DESIGNATION -  Q 624
 AJ0180  PID         -  AJ0180
 AJ0180  STATE/COUNTY-  TX/JIM WELLS
 AJ0180  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0180
 AJ0180                         *CURRENT SURVEY CONTROL
 AJ0180  ___________________________________________________________________
 AJ0180* NAD 83(1986)-  27 42 54.     (N)    098 13 12.     (W)     SCALED    
 AJ0180* NAVD 88     -        92.404  (meters)     303.16   (feet)  ADJUSTED  
 AJ0180  ___________________________________________________________________
 AJ0180  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AJ0180  DYNAMIC HT  -          92.260 (meters)     302.69  (feet)  COMP
 AJ0180  MODELED GRAV-     979,091.7   (mgal)                       NAVD 88
 AJ0180
 AJ0180  VERT ORDER  -  SECOND    CLASS 0
 AJ0180
 AJ0180.The horizontal coordinates were scaled from a topographic map and have
 AJ0180.an estimated accuracy of +/- 6 seconds.
 AJ0180
 AJ0180.The orthometric height was determined by differential leveling
 AJ0180.and adjusted by the National Geodetic Survey in June 1991..
 AJ0180
 AJ0180.The geoid height was determined by GEOID03.
 AJ0180
 AJ0180.The dynamic height is computed by dividing the NAVD 88
 AJ0180.geopotential number by the normal gravity value computed on the
 AJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0180.degrees latitude (g = 980.6199 gals.).
 AJ0180
 AJ0180.The modeled gravity was interpolated from observed gravity values.
 AJ0180
 AJ0180;                    North         East    Units  Estimated Accuracy
 AJ0180;SPC TX S     - 5,226,980.      327,610.      MT  (+/- 180 meters Scaled)
 AJ0180
 AJ0180                          SUPERSEDED SURVEY CONTROL
 AJ0180
 AJ0180  NGVD 29 (??/??/92)   92.488  (m)          303.44   (f) ADJ UNCH    2 0
 AJ0180
 AJ0180.Superseded values are not recommended for survey control.
 AJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0180.See file dsdata.txt to determine how the superseded data were derived.
 AJ0180
 AJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR768658(NAD 83)
 AJ0180_MARKER: DB = BENCH MARK DISK
 AJ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0180_STAMPING: Q 624 1942
 AJ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0180+STABILITY: SURFACE MOTION
 AJ0180
 AJ0180  HISTORY     - Date     Condition        Report By
 AJ0180  HISTORY     - 1942     MONUMENTED       CGS
 AJ0180  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0180
 AJ0180                          STATION DESCRIPTION
 AJ0180
 AJ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0180'6.0 MI SE FROM SAN DIEGO.
 AJ0180'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0180'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF ROAD LEADING
 AJ0180'SOUTH.  THENCE, GO 2.6 MILES SOUTHERLY ALONG THE ROAD TO INTERSECTION
 AJ0180'OF ROAD LEADING EAST.  THENCE, GO 1.9 MILES EASTERLY ALONG ROAD TO THE
 AJ0180'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE WEST OF
 AJ0180'INTERSECTION OF ROAD LEADING TO AN OIL WELL, 24.0 FEET NORTH OF AND
 AJ0180'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A
 AJ0180'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0180
 AJ0180                          STATION RECOVERY (1963)
 AJ0180
 AJ0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0429 ***********************************************************************
 AJ0429  DESIGNATION -  Q 625
 AJ0429  PID         -  AJ0429
 AJ0429  STATE/COUNTY-  TX/BROOKS
 AJ0429  USGS QUAD   -  PALOMAS RANCH SW (1968)
 AJ0429
 AJ0429                         *CURRENT SURVEY CONTROL
 AJ0429  ___________________________________________________________________
 AJ0429* NAD 83(1986)-  27 06 52.     (N)    098 22 32.     (W)     SCALED    
 AJ0429* NAVD 88     -        98.365  (meters)     322.72   (feet)  ADJUSTED  
 AJ0429  ___________________________________________________________________
 AJ0429  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AJ0429  DYNAMIC HT  -          98.207 (meters)     322.20  (feet)  COMP
 AJ0429  MODELED GRAV-     979,049.0   (mgal)                       NAVD 88
 AJ0429
 AJ0429  VERT ORDER  -  SECOND    CLASS 0
 AJ0429
 AJ0429.The horizontal coordinates were scaled from a topographic map and have
 AJ0429.an estimated accuracy of +/- 6 seconds.
 AJ0429
 AJ0429.The orthometric height was determined by differential leveling
 AJ0429.and adjusted by the National Geodetic Survey in June 1991..
 AJ0429
 AJ0429.The geoid height was determined by GEOID03.
 AJ0429
 AJ0429.The dynamic height is computed by dividing the NAVD 88
 AJ0429.geopotential number by the normal gravity value computed on the
 AJ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0429.degrees latitude (g = 980.6199 gals.).
 AJ0429
 AJ0429.The modeled gravity was interpolated from observed gravity values.
 AJ0429
 AJ0429;                    North         East    Units  Estimated Accuracy
 AJ0429;SPC TX S     - 5,160,410.      312,340.      MT  (+/- 180 meters Scaled)
 AJ0429
 AJ0429                          SUPERSEDED SURVEY CONTROL
 AJ0429
 AJ0429  NGVD 29 (??/??/92)   98.436  (m)          322.95   (f) ADJ UNCH    2 0
 AJ0429
 AJ0429.Superseded values are not recommended for survey control.
 AJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0429.See file dsdata.txt to determine how the superseded data were derived.
 AJ0429
 AJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ618992(NAD 83)
 AJ0429_MARKER: DB = BENCH MARK DISK
 AJ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0429_STAMPING: Q 625 1942
 AJ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0429+STABILITY: SURFACE MOTION
 AJ0429
 AJ0429  HISTORY     - Date     Condition        Report By
 AJ0429  HISTORY     - 1942     MONUMENTED       CGS
 AJ0429
 AJ0429                          STATION DESCRIPTION
 AJ0429
 AJ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0429'22.8 MI SW FROM FALFURRIAS.
 AJ0429'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILE
 AJ0429'SOUTH ALONG STATE HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AJ0429'WEST.  THENCE, GO 2.6 MILES SOUTHWESTERLY ALONG THE ROAD TO
 AJ0429'INTERSECTION OF EAST-WEST ROAD.  THENCE, GO 15.2 MILES WESTERLY ALONG
 AJ0429'ROAD TO INTERSECTION OF NORTH-SOUTH ROAD-- THENCE GO 4.6 MILES
 AJ0429'SOUTHERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT
 AJ0429'THE INTERSECTION OF ROAD, ABOUT 350.0 FEET NORTH OF RANCH HOUSE OWNED
 AJ0429'CENTERLINE OF THE DRIVEWAY TO HOUSE AND 30.0 FEET NORTH OF THE
 AJ0429'CENTERLINE OF ROAD LEADING TO ALTIVISTA.  IT IS 3.0 FEET SOUTH OF A
 AJ0429'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0521 ***********************************************************************
 AJ0521  DESIGNATION -  Q 626
 AJ0521  PID         -  AJ0521
 AJ0521  STATE/COUNTY-  TX/JIM HOGG
 AJ0521  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0521
 AJ0521                         *CURRENT SURVEY CONTROL
 AJ0521  ___________________________________________________________________
 AJ0521* NAD 83(1986)-  27 03 00.     (N)    098 31 03.     (W)     SCALED    
 AJ0521* NAVD 88     -       118.165  (meters)     387.68   (feet)  ADJUSTED  
 AJ0521  ___________________________________________________________________
 AJ0521  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AJ0521  DYNAMIC HT  -         117.974 (meters)     387.05  (feet)  COMP
 AJ0521  MODELED GRAV-     979,036.4   (mgal)                       NAVD 88
 AJ0521
 AJ0521  VERT ORDER  -  SECOND    CLASS 0
 AJ0521
 AJ0521.The horizontal coordinates were scaled from a topographic map and have
 AJ0521.an estimated accuracy of +/- 6 seconds.
 AJ0521
 AJ0521.The orthometric height was determined by differential leveling
 AJ0521.and adjusted by the National Geodetic Survey in June 1991..
 AJ0521
 AJ0521.The geoid height was determined by GEOID03.
 AJ0521
 AJ0521.The dynamic height is computed by dividing the NAVD 88
 AJ0521.geopotential number by the normal gravity value computed on the
 AJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0521.degrees latitude (g = 980.6199 gals.).
 AJ0521
 AJ0521.The modeled gravity was interpolated from observed gravity values.
 AJ0521
 AJ0521;                    North         East    Units  Estimated Accuracy
 AJ0521;SPC TX S     - 5,153,260.      298,260.      MT  (+/- 180 meters Scaled)
 AJ0521
 AJ0521                          SUPERSEDED SURVEY CONTROL
 AJ0521
 AJ0521  NGVD 29 (??/??/92)  118.210  (m)          387.83   (f) ADJ UNCH    2 0
 AJ0521
 AJ0521.Superseded values are not recommended for survey control.
 AJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0521.See file dsdata.txt to determine how the superseded data were derived.
 AJ0521
 AJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ478920(NAD 83)
 AJ0521_MARKER: DB = BENCH MARK DISK
 AJ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0521_STAMPING: Q 626 1942
 AJ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0521+STABILITY: SURFACE MOTION
 AJ0521
 AJ0521  HISTORY     - Date     Condition        Report By
 AJ0521  HISTORY     - 1942     MONUMENTED       CGS
 AJ0521  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0521
 AJ0521                          STATION DESCRIPTION
 AJ0521
 AJ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0521'1.0 MI NE FROM ALTAVISTA.
 AJ0521'TO REACH FROM THE W.W. JONES RANCH HOUSE AT ALTAVISTA-- PROCEED 1.0
 AJ0521'MILE NORTHEASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AJ0521'BENCH MARK IS ABOUT 0.1 MILE NORTH OF A CATTLE GUARD ACROSS THE ROAD,
 AJ0521'15.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD
 AJ0521'AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AJ0521'PROJECTS 0.4 FOOT.
 AJ0521
 AJ0521                          STATION RECOVERY (1972)
 AJ0521
 AJ0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0394 ***********************************************************************
 AJ0394  DESIGNATION -  Q 627
 AJ0394  PID         -  AJ0394
 AJ0394  STATE/COUNTY-  TX/BROOKS
 AJ0394  USGS QUAD   -  RAMIREZ (1969)
 AJ0394
 AJ0394                         *CURRENT SURVEY CONTROL
 AJ0394  ___________________________________________________________________
 AJ0394* NAD 83(1993)-  27 15 13.38190(N)    098 23 16.88541(W)     ADJUSTED  
 AJ0394* NAVD 88     -        96.016  (meters)     315.01   (feet)  ADJUSTED  
 AJ0394  ___________________________________________________________________
 AJ0394  X           -    -827,720.845 (meters)                     COMP
 AJ0394  Y           -  -5,613,433.518 (meters)                     COMP
 AJ0394  Z           -   2,903,268.705 (meters)                     COMP
 AJ0394  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AJ0394  ELLIP HEIGHT-          70.68  (meters)          (02/16/96) GPS OBS
 AJ0394  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AJ0394  DYNAMIC HT  -          95.864 (meters)     314.51  (feet)  COMP
 AJ0394  MODELED GRAV-     979,058.9   (mgal)                       NAVD 88
 AJ0394
 AJ0394  HORZ ORDER  -  THIRD
 AJ0394  VERT ORDER  -  SECOND    CLASS 0
 AJ0394  ELLP ORDER  -  FIFTH     CLASS I
 AJ0394
 AJ0394.The horizontal coordinates were established by GPS observations
 AJ0394.and adjusted by the National Geodetic Survey in February 1996..
 AJ0394
 AJ0394.The orthometric height was determined by differential leveling
 AJ0394.and adjusted by the National Geodetic Survey in June 1991..
 AJ0394
 AJ0394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ0394
 AJ0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ0394
 AJ0394.The ellipsoidal height was determined by GPS observations
 AJ0394.and is referenced to NAD 83.
 AJ0394
 AJ0394.The geoid height was determined by GEOID03.
 AJ0394
 AJ0394.The dynamic height is computed by dividing the NAVD 88
 AJ0394.geopotential number by the normal gravity value computed on the
 AJ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0394.degrees latitude (g = 980.6199 gals.).
 AJ0394
 AJ0394.The modeled gravity was interpolated from observed gravity values.
 AJ0394
 AJ0394;                    North         East     Units Scale Factor Converg.
 AJ0394;SPC TX S     - 5,175,837.234   311,088.080   MT  0.99990447   +0 03 03.0
 AJ0394;SPC TX S     -16,981,059.33  1,020,628.14   sFT  0.99990447   +0 03 03.0
 AJ0394;UTM  14      - 3,014,685.423   560,581.155   MT  0.99964530   +0 16 48.9
 AJ0394
 AJ0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ0394!SPC TX S     -   0.99998890  x   0.99990447  =   0.99989337
 AJ0394!UTM  14      -   0.99998890  x   0.99964530  =   0.99963420
 AJ0394
 AJ0394                          SUPERSEDED SURVEY CONTROL
 AJ0394
 AJ0394  NAD 83(1986)-  27 15 13.38900(N)    098 23 16.86258(W) AD(       ) 3
 AJ0394  NAD 27      -  27 15 12.33146(N)    098 23 15.86464(W) AD(       ) 3
 AJ0394  NGVD 29 (??/??/92)   96.104  (m)          315.30   (f) ADJ UNCH    2 0
 AJ0394
 AJ0394.Superseded values are not recommended for survey control.
 AJ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0394.See file dsdata.txt to determine how the superseded data were derived.
 AJ0394
 AJ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6058114685(NAD 83)
 AJ0394_MARKER: DB = BENCH MARK DISK
 AJ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0394_SP_SET: CONCRETE POST
 AJ0394_STAMPING: Q 627 1942
 AJ0394_MARK LOGO: CGS   
 AJ0394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0394+STABILITY: SURFACE MOTION
 AJ0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ0394+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1988
 AJ0394
 AJ0394  HISTORY     - Date     Condition        Report By
 AJ0394  HISTORY     - 1942     MONUMENTED       CGS
 AJ0394  HISTORY     - 19880402 GOOD             NGS
 AJ0394
 AJ0394                          STATION DESCRIPTION
 AJ0394
 AJ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0394'16.5 MI SW FROM FALFURRIAS.
 AJ0394'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 15.6
 AJ0394'MILES WESTERLY ALONG STATE HIGHWAY NO. 285 TO THE INTERSECTION OF ROAD
 AJ0394'LEADING SOUTHERLY TO SEJITA.  THENCE, GO 0.9 MILE SOUTH ALONG ROAD TO
 AJ0394'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF THE
 AJ0394'INTERSECTION OF ROAD LEADING EAST, 20.0 FEET WEST OF AND ABOUT 2.0
 AJ0394'FEET ABOVE THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A 4X4-INCH
 AJ0394'WOODEN MARKER POST AND 1.0 FOOT EAST OF FENCE.  THE MONUMENT PROJECTS
 AJ0394'0.3 FOOT.
 AJ0394
 AJ0394                          STATION RECOVERY (1988)
 AJ0394
 AJ0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AJ0394'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AJ0394'DESCRIBED BY R.D.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0119 ***********************************************************************
 AE0119  DESIGNATION -  Q 628
 AE0119  PID         -  AE0119
 AE0119  STATE/COUNTY-  TX/BROOKS
 AE0119  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0119
 AE0119                         *CURRENT SURVEY CONTROL
 AE0119  ___________________________________________________________________
 AE0119* NAD 83(1986)-  26 55 32.     (N)    098 23 59.     (W)     SCALED    
 AE0119* NAVD 88     -        74.540  (meters)     244.55   (feet)  ADJUSTED  
 AE0119  ___________________________________________________________________
 AE0119  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AE0119  DYNAMIC HT  -          74.419 (meters)     244.16  (feet)  COMP
 AE0119  MODELED GRAV-     979,026.7   (mgal)                       NAVD 88
 AE0119
 AE0119  VERT ORDER  -  SECOND    CLASS 0
 AE0119
 AE0119.The horizontal coordinates were scaled from a topographic map and have
 AE0119.an estimated accuracy of +/- 6 seconds.
 AE0119
 AE0119.The orthometric height was determined by differential leveling
 AE0119.and adjusted by the National Geodetic Survey in June 1991..
 AE0119
 AE0119.The geoid height was determined by GEOID03.
 AE0119
 AE0119.The dynamic height is computed by dividing the NAVD 88
 AE0119.geopotential number by the normal gravity value computed on the
 AE0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0119.degrees latitude (g = 980.6199 gals.).
 AE0119
 AE0119.The modeled gravity was interpolated from observed gravity values.
 AE0119
 AE0119;                    North         East    Units  Estimated Accuracy
 AE0119;SPC TX S     - 5,139,480.      309,960.      MT  (+/- 180 meters Scaled)
 AE0119
 AE0119                          SUPERSEDED SURVEY CONTROL
 AE0119
 AE0119  NGVD 29 (??/??/92)   74.598  (m)          244.74   (f) ADJ UNCH    2 0
 AE0119
 AE0119.Superseded values are not recommended for survey control.
 AE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0119.See file dsdata.txt to determine how the superseded data were derived.
 AE0119
 AE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ595783(NAD 83)
 AE0119_MARKER: DB = BENCH MARK DISK
 AE0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0119_STAMPING: Q 628 1942
 AE0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0119+STABILITY: SURFACE MOTION
 AE0119
 AE0119  HISTORY     - Date     Condition        Report By
 AE0119  HISTORY     - 1942     MONUMENTED       CGS
 AE0119
 AE0119                          STATION DESCRIPTION
 AE0119
 AE0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0119'18.0 MI W FROM RACHAL.
 AE0119'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0119'PROCEED 18.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0119'MARK.  BENCH MARK IS ABOUT 0.5 MILE EAST OF A TELEPHONE LINE, 13.0
 AE0119'FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD. IT
 AE0119'IS 18.0 FEET NORTH OF FENCE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AE0119'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0108 ***********************************************************************
 AE0108  DESIGNATION -  Q 629
 AE0108  PID         -  AE0108
 AE0108  STATE/COUNTY-  TX/BROOKS
 AE0108  USGS QUAD   -  TACUBAYA (1993)
 AE0108
 AE0108                         *CURRENT SURVEY CONTROL
 AE0108  ___________________________________________________________________
 AE0108* NAD 83(1986)-  26 52 40.     (N)    098 18 21.     (W)     SCALED    
 AE0108* NAVD 88     -        77.741  (meters)     255.06   (feet)  ADJUSTED  
 AE0108  ___________________________________________________________________
 AE0108  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AE0108  DYNAMIC HT  -          77.615 (meters)     254.64  (feet)  COMP
 AE0108  MODELED GRAV-     979,031.0   (mgal)                       NAVD 88
 AE0108
 AE0108  VERT ORDER  -  SECOND    CLASS 0
 AE0108
 AE0108.The horizontal coordinates were scaled from a topographic map and have
 AE0108.an estimated accuracy of +/- 6 seconds.
 AE0108
 AE0108.The orthometric height was determined by differential leveling
 AE0108.and adjusted by the National Geodetic Survey in June 1991..
 AE0108
 AE0108.The geoid height was determined by GEOID03.
 AE0108
 AE0108.The dynamic height is computed by dividing the NAVD 88
 AE0108.geopotential number by the normal gravity value computed on the
 AE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0108.degrees latitude (g = 980.6199 gals.).
 AE0108
 AE0108.The modeled gravity was interpolated from observed gravity values.
 AE0108
 AE0108;                    North         East    Units  Estimated Accuracy
 AE0108;SPC TX S     - 5,134,200.      319,290.      MT  (+/- 180 meters Scaled)
 AE0108
 AE0108                          SUPERSEDED SURVEY CONTROL
 AE0108
 AE0108  NGVD 29 (??/??/92)   77.806  (m)          255.27   (f) ADJ UNCH    2 0
 AE0108
 AE0108.Superseded values are not recommended for survey control.
 AE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0108.See file dsdata.txt to determine how the superseded data were derived.
 AE0108
 AE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ689730(NAD 83)
 AE0108_MARKER: DB = BENCH MARK DISK
 AE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0108_STAMPING: Q 629 1942
 AE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0108+STABILITY: SURFACE MOTION
 AE0108
 AE0108  HISTORY     - Date     Condition        Report By
 AE0108  HISTORY     - 1942     MONUMENTED       CGS
 AE0108
 AE0108                          STATION DESCRIPTION
 AE0108
 AE0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0108'14.4 MI W FROM RACHAL.
 AE0108'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0108'PROCEED 11.7 MILES WESTERLY ALONG TRACK ROAD TO THE INTERSECTION OF
 AE0108'ROAD LEADING NORTH-SOUTH.  THENCE, GO 2.7 MILES SOUTHERLY ALONG ROAD
 AE0108'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 400.0 FEET WEST OF
 AE0108'A WINDMILL, 28.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0108'CENTERLINE OF THE ROAD.  IT IS 4.0 FEET NORTH OF FENCE CORNER, 1.0
 AE0108'FOOT WEST OF FENCE AND 2.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AE0108'POST.  THE MONUMENT PROJECTS 0.4 FOOT.  NOTE-- BENCH MARK IS 16.0
 AE0108'MILES NORTHEAST OF SANTA ELENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0382 ***********************************************************************
 AO0382  DESIGNATION -  Q 63
 AO0382  PID         -  AO0382
 AO0382  STATE/COUNTY-  TX/DIMMIT
 AO0382  USGS QUAD   -  FARIAS TANK (1984)
 AO0382
 AO0382                         *CURRENT SURVEY CONTROL
 AO0382  ___________________________________________________________________
 AO0382* NAD 83(1986)-  28 20 20.     (N)    099 45 37.     (W)     SCALED    
 AO0382* NAVD 88     -       207.046  (meters)     679.28   (feet)  POSTED    
 AO0382  ___________________________________________________________________
 AO0382  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AO0382  DYNAMIC HT  -         206.730 (meters)     678.25  (feet)  COMP
 AO0382  MODELED GRAV-     979,119.0   (mgal)                       NAVD 88
 AO0382
 AO0382  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AO0382
 AO0382.The horizontal coordinates were scaled from a topographic map and have
 AO0382.an estimated accuracy of +/- 6 seconds.
 AO0382
 AO0382.The orthometric height was determined by differential leveling
 AO0382.and adjusted by the National Geodetic Survey in 1992..
 AO0382.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AO0382.rate of 0.0 thru 1.0 mm/km.
 AO0382
 AO0382.The geoid height was determined by GEOID03.
 AO0382
 AO0382.The dynamic height is computed by dividing the NAVD 88
 AO0382.geopotential number by the normal gravity value computed on the
 AO0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0382.degrees latitude (g = 980.6199 gals.).
 AO0382
 AO0382.The modeled gravity was interpolated from observed gravity values.
 AO0382
 AO0382;                    North         East    Units  Estimated Accuracy
 AO0382;SPC TXSC     - 4,056,270.      525,450.      MT  (+/- 180 meters Scaled)
 AO0382
 AO0382                          SUPERSEDED SURVEY CONTROL
 AO0382
 AO0382.No superseded survey control is available for this station.
 AO0382
 AO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS254349(NAD 83)
 AO0382_MARKER: DB = BENCH MARK DISK
 AO0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0382_STAMPING: Q 63 1919
 AO0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0382+STABILITY: SURFACE MOTION
 AO0382
 AO0382  HISTORY     - Date     Condition        Report By
 AO0382  HISTORY     - 1919     MONUMENTED       CGS
 AO0382  HISTORY     - 1957     MARK NOT FOUND   NGS
 AO0382
 AO0382                          STATION DESCRIPTION
 AO0382
 AO0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0382'6.6 MI S FROM ASHERTON.
 AO0382'ABOUT 6.6 MI S OF ASHERTON, DIMMIT CO. ON TOP OF AN OPEN-TOPPED RIDGE,
 AO0382'ABOUT 50 FT. W OF THE VALENSUELA-ASHERTON RD. A STANDARD DISK, STAMPED
 AO0382'Q 63 1919 AND SET IN THE TOP OF A CONC. POST.  NOTE-- THE GROUND IN
 AO0382'THIS VICINITY WAS PLOWED UP AND SEEDED TO GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0067 ***********************************************************************
 AE0067  DESIGNATION -  Q 630 RESET
 AE0067  PID         -  AE0067
 AE0067  STATE/COUNTY-  TX/HIDALGO
 AE0067  USGS QUAD   -  LINN SIDING (1982)
 AE0067
 AE0067                         *CURRENT SURVEY CONTROL
 AE0067  ___________________________________________________________________
 AE0067* NAD 83(1986)-  26 36 00.     (N)    098 13 51.     (W)     SCALED    
 AE0067* NAVD 88     -        34.53   (meters)     113.3    (feet)  RESET     
 AE0067  ___________________________________________________________________
 AE0067  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AE0067
 AE0067  VERT ORDER  -  THIRD
 AE0067
 AE0067.The horizontal coordinates were scaled from a topographic map and have
 AE0067.an estimated accuracy of +/- 6 seconds.
 AE0067
 AE0067.The orthometric height was computed from unverified reset data.
 AE0067
 AE0067.The geoid height was determined by GEOID03.
 AE0067
 AE0067;                    North         East    Units  Estimated Accuracy
 AE0067;SPC TX S     - 5,103,440.      326,810.      MT  (+/- 180 meters Scaled)
 AE0067
 AE0067                          SUPERSEDED SURVEY CONTROL
 AE0067
 AE0067.No superseded survey control is available for this station.
 AE0067
 AE0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ765423(NAD 83)
 AE0067_MARKER: DD = SURVEY DISK
 AE0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0067_SP_SET: CONCRETE POST
 AE0067_STAMPING: Q 630 RESET 1951
 AE0067_MARK LOGO: TXHD  
 AE0067_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0067+STABILITY: SURFACE MOTION
 AE0067
 AE0067  HISTORY     - Date     Condition        Report By
 AE0067  HISTORY     - 1951     MONUMENTED       TXHD
 AE0067  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0067
 AE0067                          STATION DESCRIPTION
 AE0067
 AE0067'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0067'6.4 MI W FROM LINN.
 AE0067'6.4 MILES WEST ALONG FARM ROAD 1017 FROM THE S. PACIFIC R.R. STATION
 AE0067'AT LINN 0.8 MILES WEST OF A CURVE IN THE ROAD.  0.5 MILE WEST OF A
 AE0067'ROAD LEADING TO A FARM HOUSE ON THE SOUTH SIDE OF THE ROAD.  1.5 FEET
 AE0067'NORTH OF THE FENCE LINE AND 38 FEET SOUTH OF THE CENTERLINE OF THE
 AE0067'ROAD.  A STANDARD DISK SET IN A CONCRETE POST 0.7 FOOT SQUARE
 AE0067'EXTENDING 0.6 FOOT ABOVE GROUND.  THERE IS A WITNESS POST 3 FT. EAST
 AE0067'OF THE MARK.
 AE0067
 AE0067                          STATION RECOVERY (1992)
 AE0067
 AE0067'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0386 ***********************************************************************
 AX0386  DESIGNATION -  Q 631
 AX0386  PID         -  AX0386
 AX0386  STATE/COUNTY-  TX/WHARTON
 AX0386  USGS QUAD   -  WHARTON (1980)
 AX0386
 AX0386                         *CURRENT SURVEY CONTROL
 AX0386  ___________________________________________________________________
 AX0386* NAD 83(1986)-  29 17 22.     (N)    096 04 16.     (W)     SCALED    
 AX0386* NAVD 88     -        29.71   (+/-2cm)      97.5    (feet)  VERTCON   
 AX0386  ___________________________________________________________________
 AX0386  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0386
 AX0386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0386
 AX0386.The horizontal coordinates were scaled from a topographic map and have
 AX0386.an estimated accuracy of +/- 6 seconds.
 AX0386
 AX0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0386.The vertical order pertains to the NGVD 29 superseded value.
 AX0386
 AX0386.The geoid height was determined by GEOID03.
 AX0386
 AX0386;                    North         East    Units  Estimated Accuracy
 AX0386;SPC TXSC     - 4,164,940.      884,520.      MT  (+/- 180 meters Scaled)
 AX0386
 AX0386                          SUPERSEDED SURVEY CONTROL
 AX0386
 AX0386  NGVD 29 (??/??/92)   29.713  (m)           97.48   (f) ADJ UNCH    2 0
 AX0386
 AX0386.Superseded values are not recommended for survey control.
 AX0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0386.See file dsdata.txt to determine how the superseded data were derived.
 AX0386
 AX0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT845436(NAD 83)
 AX0386_MARKER: DB = BENCH MARK DISK
 AX0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0386_STAMPING: Q 631 1942
 AX0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0386+STABILITY: SURFACE MOTION
 AX0386
 AX0386  HISTORY     - Date     Condition        Report By
 AX0386  HISTORY     - 1942     MONUMENTED       CGS
 AX0386
 AX0386                          STATION DESCRIPTION
 AX0386
 AX0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AX0386'2.5 MI SE FROM WHARTON.
 AX0386'TO REACH FROM THE COUNTY COURT HOUSE AT WHARTON-- PROCEED 2.5 MILES
 AX0386'SOUTHEASTERLY ALONG STATE HIGHWAY NO. 60 TO THE SITE OF THE BENCH
 AX0386'MARK.  BENCH MARK IS 53.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 AX0386'50.0 FEET WEST OF THE CENTERLINE OF THE SANTA FE TRACKS, 3.0 FEET
 AX0386'NORTH OF A 4X4-INCH WOODEN MARKER POST AND 3.0 FEET EAST OF
 AX0386'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.  A STANDARD DISK
 AX0386'SET IN A CONCRETE POST STAMPED Q 631 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0456 ***********************************************************************
 AH0456  DESIGNATION -  Q 633
 AH0456  PID         -  AH0456
 AH0456  STATE/COUNTY-  TX/KLEBERG
 AH0456  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH0456
 AH0456                         *CURRENT SURVEY CONTROL
 AH0456  ___________________________________________________________________
 AH0456* NAD 83(1986)-  27 27 33.     (N)    097 24 45.     (W)     SCALED    
 AH0456* NAVD 88     -         4.761  (meters)      15.62   (feet)  ADJUSTED  
 AH0456  ___________________________________________________________________
 AH0456  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AH0456  DYNAMIC HT  -           4.753 (meters)      15.59  (feet)  COMP
 AH0456  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 AH0456
 AH0456  VERT ORDER  -  SECOND    CLASS 0
 AH0456
 AH0456.The horizontal coordinates were scaled from a topographic map and have
 AH0456.an estimated accuracy of +/- 6 seconds.
 AH0456
 AH0456.The orthometric height was determined by differential leveling
 AH0456.and adjusted by the National Geodetic Survey in June 1991..
 AH0456
 AH0456.The geoid height was determined by GEOID03.
 AH0456
 AH0456.The dynamic height is computed by dividing the NAVD 88
 AH0456.geopotential number by the normal gravity value computed on the
 AH0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0456.degrees latitude (g = 980.6199 gals.).
 AH0456
 AH0456.The modeled gravity was interpolated from observed gravity values.
 AH0456
 AH0456;                    North         East    Units  Estimated Accuracy
 AH0456;SPC TX S     - 5,199,060.      407,490.      MT  (+/- 180 meters Scaled)
 AH0456
 AH0456                          SUPERSEDED SURVEY CONTROL
 AH0456
 AH0456  NGVD 29 (??/??/92)    4.900  (m)           16.08   (f) ADJ UNCH    2 0
 AH0456
 AH0456.Superseded values are not recommended for survey control.
 AH0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0456.See file dsdata.txt to determine how the superseded data were derived.
 AH0456
 AH0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR568382(NAD 83)
 AH0456_MARKER: DB = BENCH MARK DISK
 AH0456_SETTING: 0 = UNSPECIFIED SETTING
 AH0456_STAMPING: Q 633 1942
 AH0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0456
 AH0456  HISTORY     - Date     Condition        Report By
 AH0456  HISTORY     - 1942     MONUMENTED       CGS
 AH0456  HISTORY     - 1949     GOOD             NGS
 AH0456
 AH0456                          STATION DESCRIPTION
 AH0456
 AH0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0456'8.8 MI SE FROM LAURELES RANCH.
 AH0456'TO REACH FROM LAURELES RANCH HEADQUARTERS, PROCEED 3.8 MILES EASTERLY
 AH0456'ALONG SINGLE LANE BLACK TOP ROAD TO THE ENTRANCE TO FORMER FLYING
 AH0456'FIELD 12, TURN SOUTH AND CONTINUE 4.0 MILES SOUTHEASTERLY ALONG THE
 AH0456'SINGLE LANE BLACK TOP ROAD TO GATE AT THE OJO DE AGUA CAMP AND
 AH0456'CORRALS, PASS THROUGH GATE AND CONTINUE ALONG THE BLACK TOP ROAD 1.0
 AH0456'MILE TO THE BENCH MARK.  BENCH MARK IS 0.2 MILE NW OF GATE IN FENCE
 AH0456'CROSSING BLACK TOP ROAD, 90 FEET S OF A DITCH LEADING TO FENCE, 147
 AH0456'FEET W OF CENTER LINE OF BLACK TOP ROAD, 3 FEET E OF A 4X4 WOODEN
 AH0456'WITNESS POST.  MONUMENT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0921 ***********************************************************************
 AH0921  DESIGNATION -  Q 634
 AH0921  PID         -  AH0921
 AH0921  STATE/COUNTY-  TX/KLEBERG
 AH0921  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0921
 AH0921                         *CURRENT SURVEY CONTROL
 AH0921  ___________________________________________________________________
 AH0921* NAD 83(1986)-  27 31 09.     (N)    097 47 51.     (W)     SCALED    
 AH0921* NAVD 88     -        13.310  (meters)      43.67   (feet)  ADJUSTED  
 AH0921  ___________________________________________________________________
 AH0921  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AH0921  DYNAMIC HT  -          13.289 (meters)      43.60  (feet)  COMP
 AH0921  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 AH0921
 AH0921  VERT ORDER  -  SECOND    CLASS 0
 AH0921
 AH0921.The horizontal coordinates were scaled from a topographic map and have
 AH0921.an estimated accuracy of +/- 6 seconds.
 AH0921
 AH0921.The orthometric height was determined by differential leveling
 AH0921.and adjusted by the National Geodetic Survey in June 1991..
 AH0921
 AH0921.The geoid height was determined by GEOID03.
 AH0921
 AH0921.The dynamic height is computed by dividing the NAVD 88
 AH0921.geopotential number by the normal gravity value computed on the
 AH0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0921.degrees latitude (g = 980.6199 gals.).
 AH0921
 AH0921.The modeled gravity was interpolated from observed gravity values.
 AH0921
 AH0921;                    North         East    Units  Estimated Accuracy
 AH0921;SPC TX S     - 5,205,440.      369,400.      MT  (+/- 180 meters Scaled)
 AH0921
 AH0921                          SUPERSEDED SURVEY CONTROL
 AH0921
 AH0921  NGVD 29 (??/??/92)   13.420  (m)           44.03   (f) ADJ UNCH    2 0
 AH0921
 AH0921.Superseded values are not recommended for survey control.
 AH0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0921.See file dsdata.txt to determine how the superseded data were derived.
 AH0921
 AH0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR187445(NAD 83)
 AH0921_MARKER: DB = BENCH MARK DISK
 AH0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0921_STAMPING: Q-634 1942
 AH0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0921+STABILITY: SURFACE MOTION
 AH0921
 AH0921  HISTORY     - Date     Condition        Report By
 AH0921  HISTORY     - 1942     MONUMENTED       CGS
 AH0921  HISTORY     - 1975     GOOD             USGS
 AH0921  HISTORY     - 1982     GOOD             USGS
 AH0921
 AH0921                          STATION DESCRIPTION
 AH0921
 AH0921'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0921'2.6 MI E FROM KINGSVILLE.
 AH0921'2.6 MI. EAST ALONG FARM RD. NO.2045 TO THE MAIN GATE OF THE LAURELES
 AH0921'DIVISION OF THE KING RANCH FROM THE NE EDGE OF KINGSVILLE, TEX.  AT
 AH0921'THE INTERSECTION OF U.S. HWY 77 AND FARM RD 2045.  CONTINUE EAST ALONG
 AH0921'PAVED ROAD TO FORK.  34 FT W OF RD. FORK, 30 FT. N OF ROAD, 0.5 FT. S
 AH0921'OF FENCE.  A STANDARD DISK, STAMPED Q 634 1942 AND SET IN THE TOP OF A
 AH0921'CONCRETE POST PROJECTING 0.5 FT.
 AH0921
 AH0921                          STATION RECOVERY (1982)
 AH0921
 AH0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 AH0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0577 ***********************************************************************
 AH0577  DESIGNATION -  Q 635
 AH0577  PID         -  AH0577
 AH0577  STATE/COUNTY-  TX/KLEBERG
 AH0577  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0577
 AH0577                         *CURRENT SURVEY CONTROL
 AH0577  ___________________________________________________________________
 AH0577* NAD 83(1986)-  27 21 17.     (N)    097 43 37.     (W)     SCALED    
 AH0577* NAVD 88     -         7.077  (meters)      23.22   (feet)  ADJUSTED  
 AH0577  ___________________________________________________________________
 AH0577  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH0577  DYNAMIC HT  -           7.066 (meters)      23.18  (feet)  COMP
 AH0577  MODELED GRAV-     979,100.1   (mgal)                       NAVD 88
 AH0577
 AH0577  VERT ORDER  -  SECOND    CLASS 0
 AH0577
 AH0577.The horizontal coordinates were scaled from a topographic map and have
 AH0577.an estimated accuracy of +/- 6 seconds.
 AH0577
 AH0577.The orthometric height was determined by differential leveling
 AH0577.and adjusted by the National Geodetic Survey in June 1991..
 AH0577
 AH0577.The geoid height was determined by GEOID03.
 AH0577
 AH0577.The dynamic height is computed by dividing the NAVD 88
 AH0577.geopotential number by the normal gravity value computed on the
 AH0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0577.degrees latitude (g = 980.6199 gals.).
 AH0577
 AH0577.The modeled gravity was interpolated from observed gravity values.
 AH0577
 AH0577;                    North         East    Units  Estimated Accuracy
 AH0577;SPC TX S     - 5,187,260.      376,480.      MT  (+/- 180 meters Scaled)
 AH0577
 AH0577                          SUPERSEDED SURVEY CONTROL
 AH0577
 AH0577  NGVD 29 (??/??/92)    7.187  (m)           23.58   (f) ADJ UNCH    2 0
 AH0577
 AH0577.Superseded values are not recommended for survey control.
 AH0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0577.See file dsdata.txt to determine how the superseded data were derived.
 AH0577
 AH0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR259263(NAD 83)
 AH0577_MARKER: DB = BENCH MARK DISK
 AH0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0577_STAMPING: Q 635 1942
 AH0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0577+STABILITY: SURFACE MOTION
 AH0577
 AH0577  HISTORY     - Date     Condition        Report By
 AH0577  HISTORY     - 1942     MONUMENTED       CGS
 AH0577  HISTORY     - 1949     GOOD             NGS
 AH0577
 AH0577                          STATION DESCRIPTION
 AH0577
 AH0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0577'7.0 MI NE FROM RIVIERA.
 AH0577'STATION IS APPROX 6.5 MILES E OF RIVIERA.  TO REACH, GO 5.5 MILES E
 AH0577'ALONG FARM ROAD 771 (RIVIERA BEACH ROAD) FROM THE JUNCTION WITH U.S.
 AH0577'HIGHWAY 77 AT RIVIERA TO INTERSECTION.  THEN N 4.0 MILES TO RIGHT
 AH0577'ANGLE CURVE.  30 FEET W OF CENTERLINE OF N-S ROAD.  75 FEET S OF THE
 AH0577'EXTENDED E-W ROAD.  93 FT S OF FENCE CORNER.  3 FEET N OF WITNESS
 AH0577'POST.  AND 1 FOOT W OF FENCE LINE.  A STANDARD DISK STAMPED Q 635 1942
 AH0577'SET IN TOP OF 6 X 6 INCH CONCRETE MONUMENT PROJECTING 0.5 FEET ABOVE
 AH0577'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0902 ***********************************************************************
 AH0902  DESIGNATION -  Q 636
 AH0902  PID         -  AH0902
 AH0902  STATE/COUNTY-  TX/KLEBERG
 AH0902  USGS QUAD   -  CONCORDIA (1975)
 AH0902
 AH0902                         *CURRENT SURVEY CONTROL
 AH0902  ___________________________________________________________________
 AH0902* NAD 83(1986)-  27 31 41.     (N)    097 43 09.     (W)     SCALED    
 AH0902* NAVD 88     -        10.714  (meters)      35.15   (feet)  ADJUSTED  
 AH0902  ___________________________________________________________________
 AH0902  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AH0902  DYNAMIC HT  -          10.697 (meters)      35.10  (feet)  COMP
 AH0902  MODELED GRAV-     979,105.3   (mgal)                       NAVD 88
 AH0902
 AH0902  VERT ORDER  -  SECOND    CLASS 0
 AH0902
 AH0902.The horizontal coordinates were scaled from a topographic map and have
 AH0902.an estimated accuracy of +/- 6 seconds.
 AH0902
 AH0902.The orthometric height was determined by differential leveling
 AH0902.and adjusted by the National Geodetic Survey in June 1991..
 AH0902
 AH0902.The geoid height was determined by GEOID03.
 AH0902
 AH0902.The dynamic height is computed by dividing the NAVD 88
 AH0902.geopotential number by the normal gravity value computed on the
 AH0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0902.degrees latitude (g = 980.6199 gals.).
 AH0902
 AH0902.The modeled gravity was interpolated from observed gravity values.
 AH0902
 AH0902;                    North         East    Units  Estimated Accuracy
 AH0902;SPC TX S     - 5,206,470.      377,130.      MT  (+/- 180 meters Scaled)
 AH0902
 AH0902                          SUPERSEDED SURVEY CONTROL
 AH0902
 AH0902  NGVD 29 (??/??/92)   10.829  (m)           35.53   (f) ADJ UNCH    2 0
 AH0902
 AH0902.Superseded values are not recommended for survey control.
 AH0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0902.See file dsdata.txt to determine how the superseded data were derived.
 AH0902
 AH0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR264455(NAD 83)
 AH0902_MARKER: DB = BENCH MARK DISK
 AH0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0902_STAMPING: Q 636 1942
 AH0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0902+STABILITY: SURFACE MOTION
 AH0902
 AH0902  HISTORY     - Date     Condition        Report By
 AH0902  HISTORY     - 1942     MONUMENTED       CGS
 AH0902  HISTORY     - 1949     GOOD             NGS
 AH0902
 AH0902                          STATION DESCRIPTION
 AH0902
 AH0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0902'9.9 MI E FROM KINGSVILLE.
 AH0902'LOCATED ON KING RANCH, 9.9 MILES E OF KINGSVILLE.  FROM JUNCTION OF US
 AH0902'HWY 77 AND ANGLE ROAD 0.4 MILE E OF COUNTY HOSPITAL IN KINGSVILLE, GO
 AH0902'1.9 MILES DUE E TO T ROAD INTERSECTION, THEN WIND 1.6 MILES NE ALONG
 AH0902'PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED GATE ENTERING
 AH0902'KING RANCH AT SAN FERNANDO CREEK, AND CONTINUE 5.7 MILES E ALONG PAVED
 AH0902'ROAD TO BENCH MARK.  0.5 MILE E OF BUMP-GATE, 0.7 MILE W OF NORIA
 AH0902'HONDA WINDMILL, 42 FT. S OF ROAD CENTERLINE, 48 FT. E OF DIRT TRAIL
 AH0902'CENTERLINE LEADING S, AND 2.5 FT. W OF A WITNESS POST. STANDARD DISK
 AH0902'STAMPED Q 636 1942 SET IN TOP OF A 6X6 INCH CONCRETE MONUMENT
 AH0902'PROJECTING 0.5 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0501 ***********************************************************************
 AE0501  DESIGNATION -  Q 638
 AE0501  PID         -  AE0501
 AE0501  STATE/COUNTY-  TX/HIDALGO
 AE0501  USGS QUAD   -  EDINBURG (1983)
 AE0501
 AE0501                         *CURRENT SURVEY CONTROL
 AE0501  ___________________________________________________________________
 AE0501* NAD 83(1986)-  26 18 13.     (N)    098 10 42.     (W)     SCALED    
 AE0501* NAVD 88     -        28.760  (meters)      94.36   (feet)  ADJUSTED  
 AE0501  ___________________________________________________________________
 AE0501  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0501  DYNAMIC HT  -          28.713 (meters)      94.20  (feet)  COMP
 AE0501  MODELED GRAV-     979,011.9   (mgal)                       NAVD 88
 AE0501
 AE0501  VERT ORDER  -  SECOND    CLASS 0
 AE0501
 AE0501.The horizontal coordinates were scaled from a topographic map and have
 AE0501.an estimated accuracy of +/- 6 seconds.
 AE0501
 AE0501.The orthometric height was determined by differential leveling
 AE0501.and adjusted by the National Geodetic Survey in June 1991..
 AE0501
 AE0501.The geoid height was determined by GEOID03.
 AE0501
 AE0501.The dynamic height is computed by dividing the NAVD 88
 AE0501.geopotential number by the normal gravity value computed on the
 AE0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0501.degrees latitude (g = 980.6199 gals.).
 AE0501
 AE0501.The modeled gravity was interpolated from observed gravity values.
 AE0501
 AE0501;                    North         East    Units  Estimated Accuracy
 AE0501;SPC TX S     - 5,070,610.      332,120.      MT  (+/- 180 meters Scaled)
 AE0501
 AE0501                          SUPERSEDED SURVEY CONTROL
 AE0501
 AE0501  NGVD 29 (??/??/92)   28.873  (m)           94.73   (f) ADJ UNCH    2 0
 AE0501
 AE0501.Superseded values are not recommended for survey control.
 AE0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0501.See file dsdata.txt to determine how the superseded data were derived.
 AE0501
 AE0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ820095(NAD 83)
 AE0501_MARKER: DB = BENCH MARK DISK
 AE0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0501_STAMPING: Q 638 1942
 AE0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0501+STABILITY: SURFACE MOTION
 AE0501
 AE0501  HISTORY     - Date     Condition        Report By
 AE0501  HISTORY     - 1942     MONUMENTED       CGS
 AE0501  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0501
 AE0501                          STATION DESCRIPTION
 AE0501
 AE0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0501'1.0 MI W FROM EDINBURG.
 AE0501'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 1.0 MILE
 AE0501'WESTERLY ALONG STATE HIGHWAY NO. 107 TO INTERSECTION OF CROSSROAD AND
 AE0501'SITE OF THE BENCH MARK.  BENCH MARK IS 48.0 FEET NORTH OF AND ABOUT
 AE0501'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 28.0 FEET WEST OF
 AE0501'THE CENTERLINE OF THE CROSSROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AE0501'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0501
 AE0501                          STATION RECOVERY (1961)
 AE0501
 AE0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1084 ***********************************************************************
 AW1084  DESIGNATION -  Q 639 RESET
 AW1084  PID         -  AW1084
 AW1084  STATE/COUNTY-  TX/HARRIS
 AW1084  USGS QUAD   -  LEAGUE CITY (1995)
 AW1084
 AW1084                         *CURRENT SURVEY CONTROL
 AW1084  ___________________________________________________________________
 AW1084* NAD 83(1986)-  29 32 16.     (N)    095 07 04.     (W)     SCALED    
 AW1084* NAVD 88     -         6.469  (meters)      21.22   (feet)  ADJUSTED  
 AW1084  ___________________________________________________________________
 AW1084  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1084  DYNAMIC HT  -           6.460 (meters)      21.19  (feet)  COMP
 AW1084  MODELED GRAV-     979,272.0   (mgal)                       NAVD 88
 AW1084  OBS GRAVITY -     979,273.7   (mgal)                       GRAV_OBS
 AW1084
 AW1084  VERT ORDER  -  FIRST     CLASS II
 AW1084
 AW1084.The horizontal coordinates were scaled from a topographic map and have
 AW1084.an estimated accuracy of +/- 6 seconds.
 AW1084
 AW1084.The orthometric height was determined by differential leveling
 AW1084.and adjusted by the National Geodetic Survey in March 1997..
 AW1084
 AW1084.The geoid height was determined by GEOID03.
 AW1084
 AW1084.The dynamic height is computed by dividing the NAVD 88
 AW1084.geopotential number by the normal gravity value computed on the
 AW1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1084.degrees latitude (g = 980.6199 gals.).
 AW1084
 AW1084.The modeled gravity was interpolated from observed gravity values.
 AW1084.The observed gravity was obtained from relative gravimeter ties
 AW1084.to the IGSN71 gravity network.
 AW1084
 AW1084;                    North         East    Units  Estimated Accuracy
 AW1084;SPC TXSC     - 4,195,140.      976,190.      MT  (+/- 180 meters Scaled)
 AW1084
 AW1084                          SUPERSEDED SURVEY CONTROL
 AW1084
 AW1084  NAVD 88 (06/15/91)    6.508  (m)           21.35   (f) UNKNOWN     1 1
 AW1084  NGVD 29 (12/23/87)    6.505  (m)           21.34   (f) ADJUSTED    1 1
 AW1084
 AW1084.Superseded values are not recommended for survey control.
 AW1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1084.See file dsdata.txt to determine how the superseded data were derived.
 AW1084
 AW1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN947694(NAD 83)
 AW1084_MARKER: DB = BENCH MARK DISK
 AW1084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1084_SP_SET: CULVERT HEADWALL
 AW1084_STAMPING: Q 639 RESET 1963
 AW1084_MARK LOGO: CGS   
 AW1084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1084+STABILITY: SURFACE MOTION
 AW1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1084+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW1084
 AW1084  HISTORY     - Date     Condition        Report By
 AW1084  HISTORY     - 1963     MONUMENTED       CGS
 AW1084  HISTORY     - 1973     GOOD             NGS
 AW1084  HISTORY     - 1976     GOOD             NGS
 AW1084  HISTORY     - 1976     GOOD             NGS
 AW1084  HISTORY     - 1978     GOOD             DOD
 AW1084  HISTORY     - 1978     GOOD             NGS
 AW1084  HISTORY     - 1983     GOOD             NGS
 AW1084  HISTORY     - 1983     GOOD             NGS
 AW1084  HISTORY     - 1987     GOOD             USPSQD
 AW1084  HISTORY     - 1987     GOOD             USPSQD
 AW1084  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1084  HISTORY     - 1987     GOOD             USPSQD
 AW1084  HISTORY     - 1987     GOOD             USPSQD
 AW1084  HISTORY     - 1987     GOOD             USPSQD
 AW1084  HISTORY     - 1987     GOOD             USPSQD
 AW1084  HISTORY     - 1987     GOOD             NGS
 AW1084  HISTORY     - 1988     GOOD             USPSQD
 AW1084  HISTORY     - 1988     GOOD             USPSQD
 AW1084  HISTORY     - 1988     GOOD             USPSQD
 AW1084  HISTORY     - 1988     GOOD             USPSQD
 AW1084  HISTORY     - 1989     GOOD             USPSQD
 AW1084  HISTORY     - 1989     GOOD             USPSQD
 AW1084  HISTORY     - 19910216 GOOD             USPSQD
 AW1084  HISTORY     - 19931122 GOOD             USPSQD
 AW1084  HISTORY     - 19961203 GOOD             NGS
 AW1084  HISTORY     - 20010127 GOOD             USPSQD
 AW1084  HISTORY     - 20020310 GOOD             USPSQD
 AW1084  HISTORY     - 20031104 GOOD             USPSQD
 AW1084  HISTORY     - 20050114 GOOD             USPSQD
 AW1084
 AW1084                          STATION DESCRIPTION
 AW1084
 AW1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1084'IN WEBSTER.
 AW1084'AT WEBSTER, AT THE JUNCTION OF FARM ROAD 528 (WEST), NASA 1 (EAST),
 AW1084'AND STATE HIGHWAY 3 (NORTH AND SOUTH), ALSO AT THE CROSSING OF NASA 1
 AW1084'AND THE GALVESTON, HOUSTON AND HENDERSON RAILROAD, 6 POLES NORTHWEST
 AW1084'OF MILE POLE 22, SET IN THE TOP CENTER OF THE SOUTHEAST HEADWALL OF
 AW1084'CULVERT, 60.5 FEET NORTHEAST OF THE CENTER LINE OF THE TRAFFIC MEDIAN
 AW1084'OF STATE HIGHWAY 3, 43.5 FEET SOUTHEAST OF THE CENTER LINE OF NASA 1,
 AW1084'43.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1.5 FEET LOWER
 AW1084'THAN THE STATE HIGHWAY.
 AW1084
 AW1084                          STATION RECOVERY (1976)
 AW1084
 AW1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1976)
 AW1084
 AW1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1978)
 AW1084
 AW1084'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1978)
 AW1084
 AW1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1983)
 AW1084
 AW1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1983)
 AW1084
 AW1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1084'RECOVERED IN GOOD CONDITION.  NOTE, DISK STILL APPEARED TO BE
 AW1084'STAMPED Q 639 RESET 1961.  THE 3 WAS RESTAMPED IN DATE.
 AW1084
 AW1084                          STATION RECOVERY (1987)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1987)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1987)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1084'MARK NOT FOUND.
 AW1084
 AW1084                          STATION RECOVERY (1987)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1987 (HL)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1987)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1987)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1987)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1987)
 AW1084
 AW1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1988)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1988)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1988)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1988)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAC)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1989)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1989)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1991)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1993)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (1996)
 AW1084
 AW1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1084'IN WEBSTER, AT THE INTERSECTION OF STATE HIGHWAY 3 AND NASA 1 HIGHWAY,
 AW1084'NEAR THE CENTER OF THE SOUTHEAST HEADWALL OF A CULVERT UNDER NASA 1
 AW1084'HIGHWAY, 10.1 M (33.1 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND
 AW1084'LANES OF HIGHWAY 3, 8.4 M (27.6 FT) SOUTHEAST OF THE CENTER OF THE
 AW1084'EASTBOUND LANES OF NASA 1 HIGHWAY, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 AW1084'OF THE ROAD.
 AW1084
 AW1084                          STATION RECOVERY (2001)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (2002)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (2003)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1084'RECOVERED IN GOOD CONDITION.
 AW1084
 AW1084                          STATION RECOVERY (2005)
 AW1084
 AW1084'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0569 ***********************************************************************
 AE0569  DESIGNATION -  Q 641
 AE0569  PID         -  AE0569
 AE0569  STATE/COUNTY-  TX/HIDALGO
 AE0569  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0569
 AE0569                         *CURRENT SURVEY CONTROL
 AE0569  ___________________________________________________________________
 AE0569* NAD 83(1986)-  26 26 04.     (N)    098 19 12.     (W)     SCALED    
 AE0569* NAVD 88     -        63.756  (meters)     209.17   (feet)  ADJUSTED  
 AE0569  ___________________________________________________________________
 AE0569  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0569  DYNAMIC HT  -          63.652 (meters)     208.83  (feet)  COMP
 AE0569  MODELED GRAV-     979,010.8   (mgal)                       NAVD 88
 AE0569
 AE0569  VERT ORDER  -  SECOND    CLASS 0
 AE0569
 AE0569.The horizontal coordinates were scaled from a topographic map and have
 AE0569.an estimated accuracy of +/- 6 seconds.
 AE0569
 AE0569.The orthometric height was determined by differential leveling
 AE0569.and adjusted by the National Geodetic Survey in June 1991..
 AE0569
 AE0569.The geoid height was determined by GEOID03.
 AE0569
 AE0569.The dynamic height is computed by dividing the NAVD 88
 AE0569.geopotential number by the normal gravity value computed on the
 AE0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0569.degrees latitude (g = 980.6199 gals.).
 AE0569
 AE0569.The modeled gravity was interpolated from observed gravity values.
 AE0569
 AE0569;                    North         East    Units  Estimated Accuracy
 AE0569;SPC TX S     - 5,085,080.      317,950.      MT  (+/- 180 meters Scaled)
 AE0569
 AE0569                          SUPERSEDED SURVEY CONTROL
 AE0569
 AE0569  NGVD 29 (??/??/92)   63.850  (m)          209.48   (f) ADJ UNCH    2 0
 AE0569
 AE0569.Superseded values are not recommended for survey control.
 AE0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0569.See file dsdata.txt to determine how the superseded data were derived.
 AE0569
 AE0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ678239(NAD 83)
 AE0569_MARKER: DB = BENCH MARK DISK
 AE0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0569_STAMPING: Q 641 1942
 AE0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0569+STABILITY: SURFACE MOTION
 AE0569
 AE0569  HISTORY     - Date     Condition        Report By
 AE0569  HISTORY     - 1942     MONUMENTED       CGS
 AE0569  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0569
 AE0569                          STATION DESCRIPTION
 AE0569
 AE0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0569'8.1 MI SE FROM MCCOOK.
 AE0569'TO REACH FROM SCHOOL HOUSE AT MCCOOK-- PROCEED 5.1 MILES EASTERLY
 AE0569'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING SOUTH.  THENCE, GO 3.0
 AE0569'MILES SOUTHERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AE0569'IS ABOUT 0.3 MILE SOUTH OF INTERSECTION OF LANE LEADING WEST INTO
 AE0569'PASTURE, 21.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0569'CENTERLINE OF THE ROAD.  IT IS 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AE0569'MARKER POST AND 2.0 FEET WEST OF FENCE.  THE MONUMENT PROJECTS 0.4
 AE0569'FOOT.
 AE0569
 AE0569                          STATION RECOVERY (1962)
 AE0569
 AE0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0022 ***********************************************************************
 AE0022  DESIGNATION -  Q 642 RESET 1957
 AE0022  PID         -  AE0022
 AE0022  STATE/COUNTY-  TX/STARR
 AE0022  USGS QUAD   -  SAN ISIDRO (1993)
 AE0022
 AE0022                         *CURRENT SURVEY CONTROL
 AE0022  ___________________________________________________________________
 AE0022* NAD 83(1986)-  26 39 29.     (N)    098 26 12.     (W)     SCALED    
 AE0022* NAVD 88     -        93.53   (meters)     306.9    (feet)  RESET     
 AE0022  ___________________________________________________________________
 AE0022  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AE0022
 AE0022  VERT ORDER  -  THIRD
 AE0022
 AE0022.The horizontal coordinates were scaled from a topographic map and have
 AE0022.an estimated accuracy of +/- 6 seconds.
 AE0022
 AE0022.The orthometric height was computed from unverified reset data.
 AE0022
 AE0022.The geoid height was determined by GEOID03.
 AE0022
 AE0022;                    North         East    Units  Estimated Accuracy
 AE0022;SPC TX S     - 5,109,840.      306,300.      MT  (+/- 180 meters Scaled)
 AE0022
 AE0022                          SUPERSEDED SURVEY CONTROL
 AE0022
 AE0022.No superseded survey control is available for this station.
 AE0022
 AE0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ560486(NAD 83)
 AE0022_MARKER: DD = SURVEY DISK
 AE0022_SETTING: 66 = SET IN ROCK OUTCROP
 AE0022_SP_SET: ROCK OUTCROP
 AE0022_STAMPING: Q 642 RESET 1957
 AE0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0022+STABILITY: POSITION/ELEVATION WELL
 AE0022
 AE0022  HISTORY     - Date     Condition        Report By
 AE0022  HISTORY     - 1957     MONUMENTED       TXHD
 AE0022  HISTORY     - 1959     GOOD             TXHD
 AE0022
 AE0022                          STATION DESCRIPTION
 AE0022
 AE0022'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AE0022'1.2 MI NE FROM CAMP SUN.
 AE0022'ABOUT 1.2 MILES NORTHEAST ALONG FM 2294 FROM THE MAIN ENTRANCE TO CAMP
 AE0022'SUN, A LARGE PUMPING PLANT AND HOUSING AREA OF THE SUN OIL COMPANY,
 AE0022'0.1 MILE SOUTHWEST OF A CATTLE-GUARD CROSSING THE HIGHWAY AND A CURVE
 AE0022'IN THE HIGHWAY TO THE NORTH, 45 FEET SOUTHEAST OF THE CENTERLINE OF
 AE0022'THE HIGHWAY, AT THE HIGHEST POINT OF A ROCK OUTCROP WHICH IS ABOUT
 AE0022'GROUND LEVEL AND 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE. A
 AE0022'DISK STAMPED Q 642 RESET 1957 IN BEDROCK, 41 FEET RIGHT OF HIGHWAY
 AE0022'SURVEY STATION 691 + 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0001 ***********************************************************************
 AE0001  DESIGNATION -  Q 643
 AE0001  PID         -  AE0001
 AE0001  STATE/COUNTY-  TX/STARR
 AE0001  USGS QUAD   -  RINCON (1993)
 AE0001
 AE0001                         *CURRENT SURVEY CONTROL
 AE0001  ___________________________________________________________________
 AE0001* NAD 83(1986)-  26 33 52.     (N)    098 30 58.     (W)     SCALED    
 AE0001* NAVD 88     -       124.405  (meters)     408.15   (feet)  ADJUSTED  
 AE0001  ___________________________________________________________________
 AE0001  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AE0001  DYNAMIC HT  -         124.201 (meters)     407.48  (feet)  COMP
 AE0001  MODELED GRAV-     979,002.9   (mgal)                       NAVD 88
 AE0001
 AE0001  VERT ORDER  -  SECOND    CLASS 0
 AE0001
 AE0001.The horizontal coordinates were scaled from a topographic map and have
 AE0001.an estimated accuracy of +/- 6 seconds.
 AE0001
 AE0001.The orthometric height was determined by differential leveling
 AE0001.and adjusted by the National Geodetic Survey in June 1991..
 AE0001
 AE0001.The geoid height was determined by GEOID03.
 AE0001
 AE0001.The dynamic height is computed by dividing the NAVD 88
 AE0001.geopotential number by the normal gravity value computed on the
 AE0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0001.degrees latitude (g = 980.6199 gals.).
 AE0001
 AE0001.The modeled gravity was interpolated from observed gravity values.
 AE0001
 AE0001;                    North         East    Units  Estimated Accuracy
 AE0001;SPC TX S     - 5,099,470.      298,400.      MT  (+/- 180 meters Scaled)
 AE0001
 AE0001                          SUPERSEDED SURVEY CONTROL
 AE0001
 AE0001  NGVD 29 (??/??/92)  124.473  (m)          408.38   (f) ADJ UNCH    2 0
 AE0001
 AE0001.Superseded values are not recommended for survey control.
 AE0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0001.See file dsdata.txt to determine how the superseded data were derived.
 AE0001
 AE0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ481382(NAD 83)
 AE0001_MARKER: DB = BENCH MARK DISK
 AE0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0001_STAMPING: Q 643 1942
 AE0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0001+STABILITY: SURFACE MOTION
 AE0001
 AE0001  HISTORY     - Date     Condition        Report By
 AE0001  HISTORY     - 1942     MONUMENTED       CGS
 AE0001  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0001
 AE0001                          STATION DESCRIPTION
 AE0001
 AE0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0001'13.4 MI NW FROM MCCOOK.
 AE0001'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.7 MILES NORTHERLY
 AE0001'ALONG DIRT ROAD TO SHARP CURVE TO THE WEST.  THENCE, GO 8.7 MILES
 AE0001'WESTERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 23.0
 AE0001'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0001'ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AE0001'PROJECTS 0.4 FOOT.
 AE0001
 AE0001                          STATION RECOVERY (1972)
 AE0001
 AE0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0653 ***********************************************************************
 AE0653  DESIGNATION -  Q 644
 AE0653  PID         -  AE0653
 AE0653  STATE/COUNTY-  TX/STARR
 AE0653  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0653
 AE0653                         *CURRENT SURVEY CONTROL
 AE0653  ___________________________________________________________________
 AE0653* NAD 83(1986)-  26 17 03.     (N)    098 34 52.     (W)     SCALED    
 AE0653* NAVD 88     -        63.817  (meters)     209.37   (feet)  ADJUSTED  
 AE0653  ___________________________________________________________________
 AE0653  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE0653  DYNAMIC HT  -          63.711 (meters)     209.03  (feet)  COMP
 AE0653  MODELED GRAV-     978,986.7   (mgal)                       NAVD 88
 AE0653
 AE0653  VERT ORDER  -  FIRST     CLASS II
 AE0653
 AE0653.The horizontal coordinates were scaled from a topographic map and have
 AE0653.an estimated accuracy of +/- 6 seconds.
 AE0653
 AE0653.The orthometric height was determined by differential leveling
 AE0653.and adjusted by the National Geodetic Survey in June 1991..
 AE0653
 AE0653.The geoid height was determined by GEOID03.
 AE0653
 AE0653.The dynamic height is computed by dividing the NAVD 88
 AE0653.geopotential number by the normal gravity value computed on the
 AE0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0653.degrees latitude (g = 980.6199 gals.).
 AE0653
 AE0653.The modeled gravity was interpolated from observed gravity values.
 AE0653
 AE0653;                    North         East    Units  Estimated Accuracy
 AE0653;SPC TX S     - 5,068,420.      291,900.      MT  (+/- 180 meters Scaled)
 AE0653
 AE0653                          SUPERSEDED SURVEY CONTROL
 AE0653
 AE0653  NGVD 29 (??/??/92)   63.930  (m)          209.74   (f) ADJ UNCH    1 2
 AE0653
 AE0653.Superseded values are not recommended for survey control.
 AE0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0653.See file dsdata.txt to determine how the superseded data were derived.
 AE0653
 AE0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ418072(NAD 83)
 AE0653_MARKER: DB = BENCH MARK DISK
 AE0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0653_STAMPING: Q 644 1942
 AE0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0653+STABILITY: SURFACE MOTION
 AE0653
 AE0653  HISTORY     - Date     Condition        Report By
 AE0653  HISTORY     - 1942     MONUMENTED       CGS
 AE0653  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0653  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0653
 AE0653                          STATION DESCRIPTION
 AE0653
 AE0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0653'1.3 MI W FROM SULLIVAN CITY.
 AE0653'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0653'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0653'NORTH AND SITE OF THE BENCH MARK.  BENCH MARK IS 36.0 FEET NORTH OF
 AE0653'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY, 30.0 FEET EAST
 AE0653'OF THE CENTERLINE OF THE SIDE ROAD, 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AE0653'MARKER POST AND 2.0 FEET EAST OF A FENCE CORNER.  THE MONUMENT
 AE0653'PROJECTS 0.5 FOOT.
 AE0653
 AE0653                          STATION RECOVERY (1965)
 AE0653
 AE0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0653'MARK NOT FOUND.
 AE0653
 AE0653                          STATION RECOVERY (1981)
 AE0653
 AE0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0653'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0565 ***********************************************************************
 AE0565  DESIGNATION -  Q 645
 AE0565  PID         -  AE0565
 AE0565  STATE/COUNTY-  TX/HIDALGO
 AE0565  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0565
 AE0565                         *CURRENT SURVEY CONTROL
 AE0565  ___________________________________________________________________
 AE0565* NAD 83(1986)-  26 25 09.     (N)    098 20 03.     (W)     SCALED    
 AE0565* NAVD 88     -        67.589  (meters)     221.75   (feet)  ADJUSTED  
 AE0565  ___________________________________________________________________
 AE0565  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AE0565  DYNAMIC HT  -          67.478 (meters)     221.38  (feet)  COMP
 AE0565  MODELED GRAV-     979,008.5   (mgal)                       NAVD 88
 AE0565
 AE0565  VERT ORDER  -  SECOND    CLASS 0
 AE0565
 AE0565.The horizontal coordinates were scaled from a topographic map and have
 AE0565.an estimated accuracy of +/- 6 seconds.
 AE0565
 AE0565.The orthometric height was determined by differential leveling
 AE0565.and adjusted by the National Geodetic Survey in June 1991..
 AE0565
 AE0565.The geoid height was determined by GEOID03.
 AE0565
 AE0565.The dynamic height is computed by dividing the NAVD 88
 AE0565.geopotential number by the normal gravity value computed on the
 AE0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0565.degrees latitude (g = 980.6199 gals.).
 AE0565
 AE0565.The modeled gravity was interpolated from observed gravity values.
 AE0565
 AE0565;                    North         East    Units  Estimated Accuracy
 AE0565;SPC TX S     - 5,083,380.      316,540.      MT  (+/- 180 meters Scaled)
 AE0565
 AE0565                          SUPERSEDED SURVEY CONTROL
 AE0565
 AE0565  NGVD 29 (??/??/92)   67.69   (m)          222.1    (f) COMPUTED    2 0
 AE0565
 AE0565.Superseded values are not recommended for survey control.
 AE0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0565.See file dsdata.txt to determine how the superseded data were derived.
 AE0565
 AE0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ663222(NAD 83)
 AE0565_MARKER: DB = BENCH MARK DISK
 AE0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0565_STAMPING: Q 645 1942
 AE0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0565+STABILITY: SURFACE MOTION
 AE0565
 AE0565  HISTORY     - Date     Condition        Report By
 AE0565  HISTORY     - 1942     MONUMENTED       CGS
 AE0565
 AE0565                          STATION DESCRIPTION
 AE0565
 AE0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0565'3.6 MI S FROM MCCOOK.
 AE0565'3.6 MILES SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT MCCOOK,
 AE0565'HIDALGO COUNTY, THENCE 4.2 MILES EAST ALONG A ROAD.  0.7 MILES WEST OF
 AE0565'THE JUNCTION OF A ROAD LEADING NORTH, 33 FEET NORTH OF THE CENTER LINE
 AE0565'OF THE ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT NORTH
 AE0565'OF A FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Q 645
 AE0565'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AE0565'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0566 ***********************************************************************
 AE0566  DESIGNATION -  Q 645 RESET 1949
 AE0566  PID         -  AE0566
 AE0566  STATE/COUNTY-  TX/HIDALGO
 AE0566  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0566
 AE0566                         *CURRENT SURVEY CONTROL
 AE0566  ___________________________________________________________________
 AE0566* NAD 83(1986)-  26 25 09.     (N)    098 20 02.     (W)     SCALED    
 AE0566* NAVD 88     -        67.59   (meters)     221.8    (feet)  RESET     
 AE0566  ___________________________________________________________________
 AE0566  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AE0566
 AE0566  VERT ORDER  -  THIRD
 AE0566
 AE0566.The horizontal coordinates were scaled from a topographic map and have
 AE0566.an estimated accuracy of +/- 6 seconds.
 AE0566
 AE0566.The orthometric height was computed from unverified reset data.
 AE0566
 AE0566.The geoid height was determined by GEOID03.
 AE0566
 AE0566;                    North         East    Units  Estimated Accuracy
 AE0566;SPC TX S     - 5,083,380.      316,570.      MT  (+/- 180 meters Scaled)
 AE0566
 AE0566                          SUPERSEDED SURVEY CONTROL
 AE0566
 AE0566.No superseded survey control is available for this station.
 AE0566
 AE0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ664222(NAD 83)
 AE0566_MARKER: DB = BENCH MARK DISK
 AE0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0566_STAMPING: Q 645 RESET 1949
 AE0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0566+STABILITY: SURFACE MOTION
 AE0566
 AE0566  HISTORY     - Date     Condition        Report By
 AE0566  HISTORY     - 1949     MONUMENTED       TXHD
 AE0566  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0566
 AE0566                          STATION DESCRIPTION
 AE0566
 AE0566'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AE0566'7.8 MI NE FROM MCCOOK.
 AE0566'3.6 MILES SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT MCCOOK,
 AE0566'HIDALGO COUNTY, THENCE 2.1 MILES EAST ALONG A DIRT ROAD, AND THENCE
 AE0566'2.1 MILE EAST ALONG FARM-TO-MARKET ROAD 681.  1.4 MILES NORTH AND 0.7
 AE0566'MILE WEST OF THE MAIN ENTRANCE TO MOORE FIELD, AND 43 FEET NORTH OF
 AE0566'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED Q 645 RESET
 AE0566'1949 AND SET IN THE TOP OF A CONCRETE POST.
 AE0566
 AE0566                          STATION RECOVERY (1962)
 AE0566
 AE0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2552 ***********************************************************************
 AW2552  DESIGNATION -  Q 648
 AW2552  PID         -  AW2552
 AW2552  STATE/COUNTY-  TX/CHAMBERS
 AW2552  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW2552
 AW2552                         *CURRENT SURVEY CONTROL
 AW2552  ___________________________________________________________________
 AW2552* NAD 83(1986)-  29 42 12.     (N)    094 29 22.     (W)     SCALED    
 AW2552* NAVD 88     -         4.56   (+/-2cm)      15.0    (feet)  VERTCON   
 AW2552  ___________________________________________________________________
 AW2552  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW2552
 AW2552  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2552
 AW2552.The horizontal coordinates were scaled from a topographic map and have
 AW2552.an estimated accuracy of +/- 6 seconds.
 AW2552
 AW2552.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2552.The vertical order pertains to the NGVD 29 superseded value.
 AW2552
 AW2552.The geoid height was determined by GEOID03.
 AW2552
 AW2552;                    North         East    Units  Estimated Accuracy
 AW2552;SPC TXSC     - 4,215,660.    1,036,340.      MT  (+/- 180 meters Scaled)
 AW2552
 AW2552                          SUPERSEDED SURVEY CONTROL
 AW2552
 AW2552  NGVD 29 (??/??/92)    4.562  (m)           14.97   (f) ADJ UNCH    1 2
 AW2552
 AW2552.Superseded values are not recommended for survey control.
 AW2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2552.See file dsdata.txt to determine how the superseded data were derived.
 AW2552
 AW2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN559868(NAD 83)
 AW2552_MARKER: DB = BENCH MARK DISK
 AW2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2552_STAMPING: Q 648 1942
 AW2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2552+STABILITY: SURFACE MOTION
 AW2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2552+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AW2552
 AW2552  HISTORY     - Date     Condition        Report By
 AW2552  HISTORY     - 1942     MONUMENTED       CGS
 AW2552  HISTORY     - 1959     GOOD             NGS
 AW2552  HISTORY     - 1971     GOOD             NGS
 AW2552  HISTORY     - 19961125 GOOD             USPSQD
 AW2552  HISTORY     - 20010331 GOOD             NGS
 AW2552  HISTORY     - 20040308 GOOD             USPSQD
 AW2552  HISTORY     - 20050311 GOOD             USPSQD
 AW2552
 AW2552                          STATION DESCRIPTION
 AW2552
 AW2552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2552'12.1 MI SE FROM MONROE CITY.
 AW2552'ABOUT 5.45 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POST OFFICE AT
 AW2552'MONROE CITY, THENCE ABOUT 6.65 MILES SOUTH ALONG FARM ROAD 1941, 89
 AW2552'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 76 FEET WEST OF THE CENTER
 AW2552'LINE OF A SHELL ROAD LEADING SOUTH, 55 FEET SOUTHEAST OF THE CENTER
 AW2552'LINE OF A PRIVATE SHELL ROAD, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 AW2552'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROADS, AND IN THE TOP OF A
 AW2552'CONCRETE POST PROJECTING 5 INCHES.
 AW2552
 AW2552                          STATION RECOVERY (1971)
 AW2552
 AW2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2552'RECOVERED IN GOOD CONDITION.
 AW2552
 AW2552                          STATION RECOVERY (1996)
 AW2552
 AW2552'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2552'RECOVERED IN GOOD CONDITION.
 AW2552
 AW2552                          STATION RECOVERY (2001)
 AW2552
 AW2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2552
 AW2552                          STATION RECOVERY (2004)
 AW2552
 AW2552'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2552'GO TO N29 42 10.9 W094 29 20.3
 AW2552
 AW2552                          STATION RECOVERY (2005)
 AW2552
 AW2552'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0003 ***********************************************************************
 BZ0003  DESIGNATION -  Q 65
 BZ0003  PID         -  BZ0003
 BZ0003  STATE/COUNTY-  TX/LIMESTONE
 BZ0003  USGS QUAD   -  MEXIA (1982)
 BZ0003
 BZ0003                         *CURRENT SURVEY CONTROL
 BZ0003  ___________________________________________________________________
 BZ0003* NAD 83(1986)-  31 40 50.     (N)    096 29 07.     (W)     SCALED    
 BZ0003* NAVD 88     -       162.774  (meters)     534.03   (feet)  ADJUSTED  
 BZ0003  ___________________________________________________________________
 BZ0003  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0003  DYNAMIC HT  -         162.580 (meters)     533.40  (feet)  COMP
 BZ0003  MODELED GRAV-     979,440.8   (mgal)                       NAVD 88
 BZ0003
 BZ0003  VERT ORDER  -  FIRST     CLASS II
 BZ0003
 BZ0003.The horizontal coordinates were scaled from a topographic map and have
 BZ0003.an estimated accuracy of +/- 6 seconds.
 BZ0003
 BZ0003.The orthometric height was determined by differential leveling
 BZ0003.and adjusted by the National Geodetic Survey in June 1991..
 BZ0003
 BZ0003.The geoid height was determined by GEOID03.
 BZ0003
 BZ0003.The dynamic height is computed by dividing the NAVD 88
 BZ0003.geopotential number by the normal gravity value computed on the
 BZ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0003.degrees latitude (g = 980.6199 gals.).
 BZ0003
 BZ0003.The modeled gravity was interpolated from observed gravity values.
 BZ0003
 BZ0003;                    North         East    Units  Estimated Accuracy
 BZ0003;SPC TX C     - 3,229,570.    1,064,780.      MT  (+/- 180 meters Scaled)
 BZ0003
 BZ0003                          SUPERSEDED SURVEY CONTROL
 BZ0003
 BZ0003  NGVD 29 (??/??/92)  162.750  (m)          533.96   (f) ADJ UNCH    1 2
 BZ0003
 BZ0003.Superseded values are not recommended for survey control.
 BZ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0003.See file dsdata.txt to determine how the superseded data were derived.
 BZ0003
 BZ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA383077(NAD 83)
 BZ0003_MARKER: DB = BENCH MARK DISK
 BZ0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0003_SP_SET: BUILDING
 BZ0003_STAMPING: ELEV 533.975 Q 65 1929
 BZ0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0003
 BZ0003  HISTORY     - Date     Condition        Report By
 BZ0003  HISTORY     - 1929     MONUMENTED       CGS
 BZ0003  HISTORY     - 1948     GOOD             NGS
 BZ0003  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0003  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0003
 BZ0003                          STATION DESCRIPTION
 BZ0003
 BZ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0003'IN MEXIA.
 BZ0003'AT MEXIA, LIMESTONE COUNTY, AT THE TEXAS AND NEW ORLEANS RAILROAD
 BZ0003'STATION, IN THE WALL UNDER THE TICKET WINDOW, AND 2 FEET ABOVE THE
 BZ0003'SIDEWALK.  A STANDARD DISK, STAMPED ELEV 533.975 Q 65 1929 AND SET
 BZ0003'VERTICALLY.
 BZ0003
 BZ0003                          STATION RECOVERY (1980)
 BZ0003
 BZ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0003'MARK NOT FOUND.
 BZ0003
 BZ0003                          STATION RECOVERY (1995)
 BZ0003
 BZ0003'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0433 ***********************************************************************
 BL0433  DESIGNATION -  Q 650
 BL0433  PID         -  BL0433
 BL0433  STATE/COUNTY-  TX/LIBERTY
 BL0433  USGS QUAD   -  DEVERS (1984)
 BL0433
 BL0433                         *CURRENT SURVEY CONTROL
 BL0433  ___________________________________________________________________
 BL0433* NAD 83(1986)-  30 01 19.     (N)    094 31 23.     (W)     SCALED    
 BL0433* NAVD 88     -        15.850  (meters)      52.00   (feet)  ADJUSTED  
 BL0433  ___________________________________________________________________
 BL0433  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0433  DYNAMIC HT  -          15.829 (meters)      51.93  (feet)  COMP
 BL0433  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 BL0433
 BL0433  VERT ORDER  -  FIRST     CLASS I
 BL0433
 BL0433.The horizontal coordinates were scaled from a topographic map and have
 BL0433.an estimated accuracy of +/- 6 seconds.
 BL0433
 BL0433.The orthometric height was determined by differential leveling
 BL0433.and adjusted by the National Geodetic Survey in June 1991..
 BL0433
 BL0433.The geoid height was determined by GEOID03.
 BL0433
 BL0433.The dynamic height is computed by dividing the NAVD 88
 BL0433.geopotential number by the normal gravity value computed on the
 BL0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0433.degrees latitude (g = 980.6199 gals.).
 BL0433
 BL0433.The modeled gravity was interpolated from observed gravity values.
 BL0433
 BL0433;                    North         East    Units  Estimated Accuracy
 BL0433;SPC TX C     - 3,054,020.    1,260,250.      MT  (+/- 180 meters Scaled)
 BL0433
 BL0433                          SUPERSEDED SURVEY CONTROL
 BL0433
 BL0433  NGVD 29 (12/23/87)   15.856  (m)           52.02   (f) ADJUSTED    1 1
 BL0433
 BL0433.Superseded values are not recommended for survey control.
 BL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0433.See file dsdata.txt to determine how the superseded data were derived.
 BL0433
 BL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP531221(NAD 83)
 BL0433_MARKER: DB = BENCH MARK DISK
 BL0433_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BL0433+WITH SETTING: PAVEMENT
 BL0433_SP_SET: SEMAPHORE BASE
 BL0433_STAMPING: Q 650 1942
 BL0433_MARK LOGO: CGS   
 BL0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0433+STABILITY: SURFACE MOTION
 BL0433
 BL0433  HISTORY     - Date     Condition        Report By
 BL0433  HISTORY     - 1942     MONUMENTED       CGS
 BL0433  HISTORY     - 1972     GOOD             NGS
 BL0433  HISTORY     - 1987     GOOD             NGS
 BL0433  HISTORY     - 19880312 GOOD             USPSQD
 BL0433  HISTORY     - 19950817 GOOD             USPSQD
 BL0433  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0433
 BL0433                          STATION DESCRIPTION
 BL0433
 BL0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0433'4.1 MI E FROM DEVERS.
 BL0433'ABOUT 4.1 MILES EAST ALONG US HIGHWAY 90 FROM THE SCHOOL THENCE ABOUT
 BL0433'0.9 MILE WEST OF THE B. H. WILLIS RICE DRIER AT FELICIA, ABOUT 154
 BL0433'FEET NORTH OF THE HIGHWAY ALONG THE RIGHT-OF-WAY OF THE SOUTHERN
 BL0433'PACIFIC RAILROAD, SET IN THE TOP OF THE EAST END OF A 3-FOOT CONCRETE
 BL0433'ABANDONED SIGNAL BASE, 25.5 FEET NORTHEAST OF THE 7TH TELEGRAPH POLE
 BL0433'WEST OF RAILROAD MILE POST NO. 304, 8.3 FEET SOUTH OF THE SOUTH RAIL
 BL0433'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BL0433
 BL0433                          STATION RECOVERY (1987)
 BL0433
 BL0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0433'RECOVERED IN GOOD CONDITION.
 BL0433
 BL0433                          STATION RECOVERY (1988)
 BL0433
 BL0433'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0433'RECOVERED IN GOOD CONDITION.
 BL0433
 BL0433                          STATION RECOVERY (1995)
 BL0433
 BL0433'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0433'RECOVERED IN GOOD CONDITION.
 BL0433
 BL0433                          STATION RECOVERY (2004)
 BL0433
 BL0433'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1464 ***********************************************************************
 AY1464  DESIGNATION -  Q 651
 AY1464  PID         -  AY1464
 AY1464  STATE/COUNTY-  TX/UVALDE
 AY1464  USGS QUAD   -  UTOPIA (1969)
 AY1464
 AY1464                         *CURRENT SURVEY CONTROL
 AY1464  ___________________________________________________________________
 AY1464* NAD 83(1986)-  29 36 11.     (N)    099 34 42.     (W)     SCALED    
 AY1464* NAVD 88     -       464.881  (meters)    1525.20   (feet)  ADJUSTED  
 AY1464  ___________________________________________________________________
 AY1464  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AY1464  DYNAMIC HT  -         464.196 (meters)    1522.95  (feet)  COMP
 AY1464  MODELED GRAV-     979,155.5   (mgal)                       NAVD 88
 AY1464
 AY1464  VERT ORDER  -  SECOND    CLASS 0
 AY1464
 AY1464.The horizontal coordinates were scaled from a topographic map and have
 AY1464.an estimated accuracy of +/- 6 seconds.
 AY1464
 AY1464.The orthometric height was determined by differential leveling
 AY1464.and adjusted by the National Geodetic Survey in June 1991..
 AY1464
 AY1464.The geoid height was determined by GEOID03.
 AY1464
 AY1464.The dynamic height is computed by dividing the NAVD 88
 AY1464.geopotential number by the normal gravity value computed on the
 AY1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1464.degrees latitude (g = 980.6199 gals.).
 AY1464
 AY1464.The modeled gravity was interpolated from observed gravity values.
 AY1464
 AY1464;                    North         East    Units  Estimated Accuracy
 AY1464;SPC TXSC     - 4,196,270.      543,990.      MT  (+/- 180 meters Scaled)
 AY1464
 AY1464                          SUPERSEDED SURVEY CONTROL
 AY1464
 AY1464  NGVD 29 (??/??/92)  464.787  (m)         1524.89   (f) ADJ UNCH    2 0
 AY1464
 AY1464.Superseded values are not recommended for survey control.
 AY1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1464.See file dsdata.txt to determine how the superseded data were derived.
 AY1464
 AY1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT440749(NAD 83)
 AY1464_MARKER: DB = BENCH MARK DISK
 AY1464_SETTING: 66 = SET IN ROCK OUTCROP
 AY1464_SP_SET: ROCK
 AY1464_STAMPING: Q 651 1953
 AY1464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1464+STABILITY: POSITION/ELEVATION WELL
 AY1464
 AY1464  HISTORY     - Date     Condition        Report By
 AY1464  HISTORY     - 1953     MONUMENTED       CGS
 AY1464  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 AY1464
 AY1464                          STATION DESCRIPTION
 AY1464
 AY1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1464'3.8 MI W FROM UTOPIA.
 AY1464'0.2 MILE SOUTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1464'THENCE 3.6 MILES WEST ALONG FARM ROAD 1050, 91 FEET NORTHEAST OF THE
 AY1464'CENTER LINE OF THE FARM ROAD, 38 FEET NORTHEAST OF A FENCE, 39 FEET
 AY1464'NORTHEAST OF A WITNESS POST, 88 FEET EAST OF THE NORTHEAST END OF A
 AY1464'PIPE CULVERT, 34 FEET NORTHWEST OF THE CENTER OF A ROCKY WASH, 4 FEET
 AY1464'BELOW THE LEVEL OF THE FARM ROAD, FLUSH WITH THE GROUND, SET IN THE
 AY1464'TOP OF A FLAT ROCK.
 AY1464
 AY1464                          STATION RECOVERY (2005)
 AY1464
 AY1464'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0218 ***********************************************************************
 AE0218  DESIGNATION -  Q 652
 AE0218  PID         -  AE0218
 AE0218  STATE/COUNTY-  TX/HIDALGO
 AE0218  USGS QUAD   -  LINN (1982)
 AE0218
 AE0218                         *CURRENT SURVEY CONTROL
 AE0218  ___________________________________________________________________
 AE0218* NAD 83(1986)-  26 33 44.     (N)    098 01 59.     (W)     SCALED    
 AE0218* NAVD 88     -        17.960  (meters)      58.92   (feet)  ADJUSTED  
 AE0218  ___________________________________________________________________
 AE0218  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0218  DYNAMIC HT  -          17.931 (meters)      58.83  (feet)  COMP
 AE0218  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 AE0218
 AE0218  VERT ORDER  -  SECOND    CLASS 0
 AE0218
 AE0218.The horizontal coordinates were scaled from a topographic map and have
 AE0218.an estimated accuracy of +/- 6 seconds.
 AE0218
 AE0218.The orthometric height was determined by differential leveling
 AE0218.and adjusted by the National Geodetic Survey in June 1991..
 AE0218
 AE0218.The geoid height was determined by GEOID03.
 AE0218
 AE0218.The dynamic height is computed by dividing the NAVD 88
 AE0218.geopotential number by the normal gravity value computed on the
 AE0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0218.degrees latitude (g = 980.6199 gals.).
 AE0218
 AE0218.The modeled gravity was interpolated from observed gravity values.
 AE0218
 AE0218;                    North         East    Units  Estimated Accuracy
 AE0218;SPC TX S     - 5,099,310.      346,520.      MT  (+/- 180 meters Scaled)
 AE0218
 AE0218                          SUPERSEDED SURVEY CONTROL
 AE0218
 AE0218  NGVD 29 (??/??/92)   18.07   (m)           59.3    (f) COMPUTED    2 0
 AE0218
 AE0218.Superseded values are not recommended for survey control.
 AE0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0218.See file dsdata.txt to determine how the superseded data were derived.
 AE0218
 AE0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ963383(NAD 83)
 AE0218_MARKER: DB = BENCH MARK DISK
 AE0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0218_STAMPING: Q 652 1942
 AE0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0218+STABILITY: SURFACE MOTION
 AE0218
 AE0218  HISTORY     - Date     Condition        Report By
 AE0218  HISTORY     - 1942     MONUMENTED       CGS
 AE0218  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0218
 AE0218                          STATION DESCRIPTION
 AE0218
 AE0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0218'5.5 MI E FROM SAN MANUEL.
 AE0218'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 5.5 MILES
 AE0218'EASTERLY ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0218'ON TOP OF A SMALL HILL, SOUTH OF AND ACROSS ROAD FROM CENTER OF SMALL
 AE0218'CULTIVATED FIELD, 20.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AE0218'THE CENTERLINE OF THE ROAD, AND 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AE0218'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AE0218
 AE0218                          STATION RECOVERY (1962)
 AE0218
 AE0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0453 ***********************************************************************
 AE0453  DESIGNATION -  Q 653
 AE0453  PID         -  AE0453
 AE0453  STATE/COUNTY-  TX/HIDALGO
 AE0453  USGS QUAD   -  HARGILL (1963)
 AE0453
 AE0453                         *CURRENT SURVEY CONTROL
 AE0453  ___________________________________________________________________
 AE0453* NAD 83(1986)-  26 29 53.     (N)    098 03 41.     (W)     SCALED    
 AE0453* NAVD 88     -        22.076  (meters)      72.43   (feet)  ADJUSTED  
 AE0453  ___________________________________________________________________
 AE0453  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE0453  DYNAMIC HT  -          22.040 (meters)      72.31  (feet)  COMP
 AE0453  MODELED GRAV-     979,034.3   (mgal)                       NAVD 88
 AE0453
 AE0453  VERT ORDER  -  SECOND    CLASS 0
 AE0453
 AE0453.The horizontal coordinates were scaled from a topographic map and have
 AE0453.an estimated accuracy of +/- 6 seconds.
 AE0453
 AE0453.The orthometric height was determined by differential leveling
 AE0453.and adjusted by the National Geodetic Survey in June 1991..
 AE0453
 AE0453.The geoid height was determined by GEOID03.
 AE0453
 AE0453.The dynamic height is computed by dividing the NAVD 88
 AE0453.geopotential number by the normal gravity value computed on the
 AE0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0453.degrees latitude (g = 980.6199 gals.).
 AE0453
 AE0453.The modeled gravity was interpolated from observed gravity values.
 AE0453
 AE0453;                    North         East    Units  Estimated Accuracy
 AE0453;SPC TX S     - 5,092,190.      343,720.      MT  (+/- 180 meters Scaled)
 AE0453
 AE0453                          SUPERSEDED SURVEY CONTROL
 AE0453
 AE0453  NGVD 29 (??/??/92)   22.172  (m)           72.74   (f) ADJ UNCH    2 0
 AE0453
 AE0453.Superseded values are not recommended for survey control.
 AE0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0453.See file dsdata.txt to determine how the superseded data were derived.
 AE0453
 AE0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ935311(NAD 83)
 AE0453_MARKER: DB = BENCH MARK DISK
 AE0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0453_STAMPING: Q 653 1942
 AE0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0453+STABILITY: SURFACE MOTION
 AE0453
 AE0453  HISTORY     - Date     Condition        Report By
 AE0453  HISTORY     - 1942     MONUMENTED       CGS
 AE0453  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0453
 AE0453                          STATION DESCRIPTION
 AE0453
 AE0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0453'8.9 MI SE FROM SAN MANUEL.
 AE0453'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 4.2 MILES
 AE0453'SOUTHERLY ALONG U.S. HIGHWAY NO. 281, THENCE GO 4.5 MILES EASTERLY
 AE0453'ALONG RED GATE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7
 AE0453'MILE WEST OF A WOODEN GATE ACROSS RED GATE ROAD OPENING ON TO STATE
 AE0453'HIGHWAY NO. 186, 27.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AE0453'CENTERLINE OF THE ROAD, 15.0 FEET SOUTHWEST OF A LARGE MESQUITE TREE,
 AE0453'AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.
 AE0453
 AE0453                          STATION RECOVERY (1962)
 AE0453
 AE0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0476 ***********************************************************************
 AE0476  DESIGNATION -  Q 656
 AE0476  PID         -  AE0476
 AE0476  STATE/COUNTY-  TX/HIDALGO
 AE0476  USGS QUAD   -  EDINBURG (1983)
 AE0476
 AE0476                         *CURRENT SURVEY CONTROL
 AE0476  ___________________________________________________________________
 AE0476* NAD 83(1986)-  26 22 22.     (N)    098 08 42.     (W)     SCALED    
 AE0476* NAVD 88     -        26.077  (meters)      85.55   (feet)  ADJUSTED  
 AE0476  ___________________________________________________________________
 AE0476  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0476  DYNAMIC HT  -          26.035 (meters)      85.42  (feet)  COMP
 AE0476  MODELED GRAV-     979,024.4   (mgal)                       NAVD 88
 AE0476
 AE0476  VERT ORDER  -  SECOND    CLASS 0
 AE0476
 AE0476.The horizontal coordinates were scaled from a topographic map and have
 AE0476.an estimated accuracy of +/- 6 seconds.
 AE0476
 AE0476.The orthometric height was determined by differential leveling
 AE0476.and adjusted by the National Geodetic Survey in June 1991..
 AE0476
 AE0476.The geoid height was determined by GEOID03.
 AE0476
 AE0476.The dynamic height is computed by dividing the NAVD 88
 AE0476.geopotential number by the normal gravity value computed on the
 AE0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0476.degrees latitude (g = 980.6199 gals.).
 AE0476
 AE0476.The modeled gravity was interpolated from observed gravity values.
 AE0476
 AE0476;                    North         East    Units  Estimated Accuracy
 AE0476;SPC TX S     - 5,078,280.      335,430.      MT  (+/- 180 meters Scaled)
 AE0476
 AE0476                          SUPERSEDED SURVEY CONTROL
 AE0476
 AE0476  NGVD 29 (??/??/92)   26.189  (m)           85.92   (f) ADJ UNCH    2 0
 AE0476
 AE0476.Superseded values are not recommended for survey control.
 AE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0476.See file dsdata.txt to determine how the superseded data were derived.
 AE0476
 AE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ852172(NAD 83)
 AE0476_MARKER: DB = BENCH MARK DISK
 AE0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0476_STAMPING: Q 656 1942
 AE0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0476+STABILITY: SURFACE MOTION
 AE0476
 AE0476  HISTORY     - Date     Condition        Report By
 AE0476  HISTORY     - 1942     MONUMENTED       CGS
 AE0476  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0476
 AE0476                          STATION DESCRIPTION
 AE0476
 AE0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0476'5.3 MI N FROM EDINBURG.
 AE0476'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0476'5.3 MILES ALONG U.S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH MARK.
 AE0476'BENCH MARK IS IN EDGE OF UNCLEARED FIELD AND 10. FEET NORTH OF POWER
 AE0476'POLE NUMBERED 6-66.  IT IS 54. FEET WEST OF AND ABOUT 0.4 FOOT BELOW
 AE0476'THE CENTER LINE OF PAVEMENT AND 3. FEET NORTH OF A 4X4-INCH WOODEN
 AE0476'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0476
 AE0476                          STATION RECOVERY (1962)
 AE0476
 AE0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0720 ***********************************************************************
 AB0720  DESIGNATION -  Q 657
 AB0720  PID         -  AB0720
 AB0720  STATE/COUNTY-  TX/HIDALGO
 AB0720  USGS QUAD   -  EDCOUCH (1980)
 AB0720
 AB0720                         *CURRENT SURVEY CONTROL
 AB0720  ___________________________________________________________________
 AB0720* NAD 83(1986)-  26 17 52.     (N)    097 55 15.     (W)     SCALED    
 AB0720* NAVD 88     -        17.229  (meters)      56.53   (feet)  ADJUSTED  
 AB0720  ___________________________________________________________________
 AB0720  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AB0720  DYNAMIC HT  -          17.201 (meters)      56.43  (feet)  COMP
 AB0720  MODELED GRAV-     979,029.1   (mgal)                       NAVD 88
 AB0720
 AB0720  VERT ORDER  -  SECOND    CLASS 0
 AB0720
 AB0720.The horizontal coordinates were scaled from a topographic map and have
 AB0720.an estimated accuracy of +/- 6 seconds.
 AB0720
 AB0720.The orthometric height was determined by differential leveling
 AB0720.and adjusted by the National Geodetic Survey in June 1991..
 AB0720
 AB0720.The geoid height was determined by GEOID03.
 AB0720
 AB0720.The dynamic height is computed by dividing the NAVD 88
 AB0720.geopotential number by the normal gravity value computed on the
 AB0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0720.degrees latitude (g = 980.6199 gals.).
 AB0720
 AB0720.The modeled gravity was interpolated from observed gravity values.
 AB0720
 AB0720;                    North         East    Units  Estimated Accuracy
 AB0720;SPC TX S     - 5,070,060.      357,840.      MT  (+/- 180 meters Scaled)
 AB0720
 AB0720                          SUPERSEDED SURVEY CONTROL
 AB0720
 AB0720  NGVD 29 (??/??/92)   17.338  (m)           56.88   (f) ADJ UNCH    2 0
 AB0720
 AB0720.Superseded values are not recommended for survey control.
 AB0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0720.See file dsdata.txt to determine how the superseded data were derived.
 AB0720
 AB0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ077091(NAD 83)
 AB0720_MARKER: DB = BENCH MARK DISK
 AB0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0720_STAMPING: Q 657 1942
 AB0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0720+STABILITY: SURFACE MOTION
 AB0720
 AB0720  HISTORY     - Date     Condition        Report By
 AB0720  HISTORY     - 1942     MONUMENTED       CGS
 AB0720
 AB0720                          STATION DESCRIPTION
 AB0720
 AB0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0720'0.6 MI E FROM LA VILLA.
 AB0720'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT LA VILLA.
 AB0720'PROCEED 0.6 MILES EASTERLY ALONG RAILROAD TRACKS TO SITE OF BENCH
 AB0720'MARK.  BENCH MARK IS ACROSS TRACK AND 75.0 FEET SOUTH FROM THE THIRD
 AB0720'POLE EAST OF MILE POST 159, 42.5 FEET SOUTH OF AND ABOUT 2.0 FEET
 AB0720'BELOW CENTERLINE OF RAILROAD, 56.0 FEET WEST OF A DIRT ROAD CROSSING
 AB0720'TRACKS, AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AB0720'PROJECTS 0.5 FOOT.  A STANDARD DISK SET IN A CONCRETE POST AND STAMPED
 AB0720'Q657 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0919 ***********************************************************************
 AW0919  DESIGNATION -  Q 658
 AW0919  PID         -  AW0919
 AW0919  STATE/COUNTY-  TX/HARRIS
 AW0919  USGS QUAD   -  JACINTO CITY (1982)
 AW0919
 AW0919                         *CURRENT SURVEY CONTROL
 AW0919  ___________________________________________________________________
 AW0919* NAD 83(1986)-  29 46 10.     (N)    095 11 28.     (W)     SCALED    
 AW0919* NAVD 88     -         7.383  (meters)      24.22   (feet)  ADJUSTED  
 AW0919  ___________________________________________________________________
 AW0919  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0919  DYNAMIC HT  -           7.373 (meters)      24.19  (feet)  COMP
 AW0919  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 AW0919
 AW0919  VERT ORDER  -  FIRST     CLASS II
 AW0919
 AW0919.The horizontal coordinates were scaled from a topographic map and have
 AW0919.an estimated accuracy of +/- 6 seconds.
 AW0919
 AW0919.The orthometric height was determined by differential leveling
 AW0919.and adjusted by the National Geodetic Survey in June 1991..
 AW0919
 AW0919.The geoid height was determined by GEOID03.
 AW0919
 AW0919.The dynamic height is computed by dividing the NAVD 88
 AW0919.geopotential number by the normal gravity value computed on the
 AW0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0919.degrees latitude (g = 980.6199 gals.).
 AW0919
 AW0919.The modeled gravity was interpolated from observed gravity values.
 AW0919
 AW0919;                    North         East    Units  Estimated Accuracy
 AW0919;SPC TXSC     - 4,220,570.      968,250.      MT  (+/- 180 meters Scaled)
 AW0919
 AW0919                          SUPERSEDED SURVEY CONTROL
 AW0919
 AW0919  NGVD 29 (12/23/87)    7.380  (m)           24.21   (f) ADJUSTED    1 2
 AW0919
 AW0919.Superseded values are not recommended for survey control.
 AW0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0919.See file dsdata.txt to determine how the superseded data were derived.
 AW0919
 AW0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN881952(NAD 83)
 AW0919_MARKER: DB = BENCH MARK DISK
 AW0919_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0919_SP_SET: BRIDGE ABUTMENT
 AW0919_STAMPING: Q 658 1942
 AW0919_MARK LOGO: CGS   
 AW0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0919+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 AW0919
 AW0919  HISTORY     - Date     Condition        Report By
 AW0919  HISTORY     - 1942     MONUMENTED       CGS
 AW0919  HISTORY     - 1973     GOOD             NGS
 AW0919  HISTORY     - 1978     GOOD             NGS
 AW0919  HISTORY     - 1986     GOOD             NGS
 AW0919  HISTORY     - 1987     GOOD             USPSQD
 AW0919  HISTORY     - 1988     GOOD             USPSQD
 AW0919  HISTORY     - 1989     GOOD             USPSQD
 AW0919  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW0919  HISTORY     - 20041122 MARK NOT FOUND   USPSQD
 AW0919  HISTORY     - 20041122 GOOD             USPSQD
 AW0919
 AW0919                          STATION DESCRIPTION
 AW0919
 AW0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0919'1.35 MI E FROM GREENS BAYOU.
 AW0919'ABOUT 1.35 MILES EAST ALONG MARKET ST. FROM THE INTERSECTION WITH
 AW0919'FEDERAL RD. AT GREENS BAYOU, 13 FEET NORTH OF THE CENTER LINE OF THE
 AW0919'NORTH LANE OF MARKET ST., SET IN THE TOP OF THE NORTH END OF THE WEST
 AW0919'CONCRETE ABUTMENT OF THE BRIDGE.
 AW0919
 AW0919                          STATION RECOVERY (1978)
 AW0919
 AW0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0919'RECOVERED IN GOOD CONDITION.
 AW0919
 AW0919                          STATION RECOVERY (1986)
 AW0919
 AW0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0919'RECOVERED IN GOOD CONDITION.
 AW0919
 AW0919                          STATION RECOVERY (1987)
 AW0919
 AW0919'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0919'RECOVERED IN GOOD CONDITION.
 AW0919
 AW0919                          STATION RECOVERY (1988)
 AW0919
 AW0919'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW0919'RECOVERED IN GOOD CONDITION.
 AW0919
 AW0919                          STATION RECOVERY (1989)
 AW0919
 AW0919'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0919'RECOVERED IN GOOD CONDITION.
 AW0919
 AW0919                          STATION RECOVERY (1994)
 AW0919
 AW0919'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0919'MARK NOT FOUND.
 AW0919
 AW0919                          STATION RECOVERY (2004)
 AW0919
 AW0919'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0919'GO TO N 29 14 21.1 W 094 53 27.3.
 AW0919
 AW0919                          STATION RECOVERY (2004)
 AW0919
 AW0919'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0919'GO TO N 29 14 21.1 W 094 53 27.3.
 AW0919' 
 AW0919'DEB THIS MARK IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0399 ***********************************************************************
 AW0399  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0399  DESIGNATION -  Q 659
 AW0399  PID         -  AW0399
 AW0399  STATE/COUNTY-  TX/HARRIS
 AW0399  USGS QUAD   -  CROSBY (1982)
 AW0399
 AW0399                         *CURRENT SURVEY CONTROL
 AW0399  ___________________________________________________________________
 AW0399* NAD 83(1993)-  29 53 41.62189(N)    095 03 48.62203(W)     ADJUSTED  
 AW0399* NAVD 88     -        14.23   (meters)      46.7    (feet)  GPS OBS   
 AW0399  ___________________________________________________________________
 AW0399  X           -    -488,435.511 (meters)                     COMP
 AW0399  Y           -  -5,512,464.804 (meters)                     COMP
 AW0399  Z           -   3,160,271.768 (meters)                     COMP
 AW0399  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AW0399  ELLIP HEIGHT-         -13.08  (meters)          (10/25/00) GPS OBS
 AW0399  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW0399  DYNAMIC HT  -          14.21  (meters)      46.6   (feet)  COMP
 AW0399  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 AW0399
 AW0399  HORZ ORDER  -  FIRST
 AW0399  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0399  ELLP ORDER  -  FOURTH    CLASS I
 AW0399
 AW0399.The horizontal coordinates were established by GPS observations
 AW0399.and adjusted by the National Geodetic Survey in October 1996..
 AW0399
 AW0399.The orthometric height was determined by GPS observations and a
 AW0399.high-resolution geoid model using precise GPS observation and
 AW0399.processing techniques. It supersedes the leveled height previously
 AW0399.determined for this station.
 AW0399.The vertical order pertains to the first NAVD 88 superseded value.
 AW0399
 AW0399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0399
 AW0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0399
 AW0399.The ellipsoidal height was determined by GPS observations
 AW0399.and is referenced to NAD 83.
 AW0399
 AW0399.The geoid height was determined by GEOID03.
 AW0399
 AW0399.The dynamic height is computed by dividing the NAVD 88
 AW0399.geopotential number by the normal gravity value computed on the
 AW0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0399.degrees latitude (g = 980.6199 gals.).
 AW0399
 AW0399.The modeled gravity was interpolated from observed gravity values.
 AW0399
 AW0399;                    North         East     Units Scale Factor Converg.
 AW0399;SPC TXSC     - 4,234,876.652   980,111.580   MT  0.99991086   +1 55 42.7
 AW0399;SPC TXSC     -13,893,924.48  3,215,582.74   sFT  0.99991086   +1 55 42.7
 AW0399;UTM  15      - 3,308,927.753   300,748.387   MT  1.00008985   -1 01 43.7
 AW0399
 AW0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0399!SPC TXSC     -   1.00000205  x   0.99991086  =   0.99991291
 AW0399!UTM  15      -   1.00000205  x   1.00008985  =   1.00009190
 AW0399
 AW0399                          SUPERSEDED SURVEY CONTROL
 AW0399
 AW0399  ELLIP H (10/17/96)  -12.95   (m)                       GP(       ) 3 1
 AW0399  NAVD 88 (06/15/91)   14.236  (m)           46.71   (f) ADJUSTED    1 2
 AW0399  NGVD 29 (12/23/87)   14.235  (m)           46.70   (f) ADJUSTED    1 2
 AW0399
 AW0399.Superseded values are not recommended for survey control.
 AW0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0399.See file dsdata.txt to determine how the superseded data were derived.
 AW0399
 AW0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0074808928(NAD 83)
 AW0399_MARKER: DB = BENCH MARK DISK
 AW0399_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0399_SP_SET: CONCRETE WALL
 AW0399_STAMPING: Q 659 1942
 AW0399_MARK LOGO: CGS   
 AW0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0399+STABILITY: SURFACE MOTION
 AW0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0399+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1995
 AW0399
 AW0399  HISTORY     - Date     Condition        Report By
 AW0399  HISTORY     - 1942     MONUMENTED       CGS
 AW0399  HISTORY     - 1972     GOOD             NGS
 AW0399  HISTORY     - 1978     GOOD             NGS
 AW0399  HISTORY     - 1978     GOOD             DOD
 AW0399  HISTORY     - 1983     GOOD             NGS
 AW0399  HISTORY     - 1986     GOOD             NGS
 AW0399  HISTORY     - 1987     GOOD             USPSQD
 AW0399  HISTORY     - 19941213 MARK NOT FOUND   USPSQD
 AW0399  HISTORY     - 19950417 POOR             HGCSD
 AW0399
 AW0399                          STATION DESCRIPTION
 AW0399
 AW0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0399'1 MI SE FROM CROSBY.
 AW0399'ABOUT 1 MILE SOUTHEAST ALONG FARM ROAD 1200 FROM THE POST OFFICE, 34
 AW0399'1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF THE
 AW0399'CENTER LINE OF THE BLACK-TOP DRIVE TO THE HOME OF THEO. E. REIDHAND
 AW0399'NO. 14331, 16.6 FEET NORTHEAST OF THE NORTH END OF THE SOUTH LINE OF A
 AW0399'CHAIN LINK FENCE AROUND THE HOUSE, 21.4 FEET NORTHEAST OF BM B 1148,
 AW0399'SET IN THE NORTHWEST END OF A SECTION OF CONCRETE - 2 1/2 FEET LONG
 AW0399'AND 6-INCHES WIDE ON THE SOUTH SIDE OF THE DRIVE AND ABOUT LEVEL WITH
 AW0399'THE HIGHWAY.
 AW0399
 AW0399                          STATION RECOVERY (1978)
 AW0399
 AW0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0399'RECOVERED IN GOOD CONDITION.
 AW0399
 AW0399                          STATION RECOVERY (1978)
 AW0399
 AW0399'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0399'RECOVERED IN GOOD CONDITION.
 AW0399
 AW0399                          STATION RECOVERY (1983)
 AW0399
 AW0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0399'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE FARM ROAD 1200 TO FARM ROAD
 AW0399'2100, ALSO ADD 10.51 METERS (34.5 FT) WEST OF THE CENTER OF FARM ROAD
 AW0399'2100.
 AW0399
 AW0399                          STATION RECOVERY (1986)
 AW0399
 AW0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0399'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--6.4 M
 AW0399'(21.0 FT) NORTHEAST OF BENCH MARK B 1148.
 AW0399
 AW0399                          STATION RECOVERY (1987)
 AW0399
 AW0399'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0399'RECOVERED IN GOOD CONDITION.
 AW0399
 AW0399                          STATION RECOVERY (1994)
 AW0399
 AW0399'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0399'MARK NOT FOUND.
 AW0399
 AW0399                          STATION RECOVERY (1995)
 AW0399
 AW0399'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0399'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0375 ***********************************************************************
 BZ0375  DESIGNATION -  Q 66 RESET 1973
 BZ0375  PID         -  BZ0375
 BZ0375  STATE/COUNTY-  TX/LEON
 BZ0375  USGS QUAD   -  JEWETT (1982)
 BZ0375
 BZ0375                         *CURRENT SURVEY CONTROL
 BZ0375  ___________________________________________________________________
 BZ0375* NAD 83(1986)-  31 21 37.     (N)    096 08 37.     (W)     SCALED    
 BZ0375* NAVD 88     -       151.11   (meters)     495.8    (feet)  RESET     
 BZ0375  ___________________________________________________________________
 BZ0375  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0375
 BZ0375  VERT ORDER  -  THIRD
 BZ0375
 BZ0375.The horizontal coordinates were scaled from a topographic map and have
 BZ0375.an estimated accuracy of +/- 6 seconds.
 BZ0375
 BZ0375.The orthometric height was computed from unverified reset data.
 BZ0375
 BZ0375.The geoid height was determined by GEOID03.
 BZ0375
 BZ0375;                    North         East    Units  Estimated Accuracy
 BZ0375;SPC TX C     - 3,195,250.    1,098,490.      MT  (+/- 180 meters Scaled)
 BZ0375
 BZ0375                          SUPERSEDED SURVEY CONTROL
 BZ0375
 BZ0375.No superseded survey control is available for this station.
 BZ0375
 BZ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV717730(NAD 83)
 BZ0375_MARKER: DB = BENCH MARK DISK
 BZ0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0375_SP_SET: FOUNDATION
 BZ0375_STAMPING: Q 66 RESET 1973
 BZ0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0375
 BZ0375  HISTORY     - Date     Condition        Report By
 BZ0375  HISTORY     - 1973     MONUMENTED       NGS
 BZ0375
 BZ0375                          STATION DESCRIPTION
 BZ0375
 BZ0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BZ0375'IN JEWETT.
 BZ0375'THE MARK IS LOCATED AT THE MAIN RAILROAD CROSSING IN JEWETT.  THE MARK
 BZ0375'IS SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE SOUTH SIGNAL
 BZ0375'LIGHT OF RAILROAD CROSSING.  IT IS 41 FEET SOUTH OF THE SOUTH RAIL OF
 BZ0375'THE MAIN RAILROAD LINE, 31 FEET NORTH OF THE CENTER OF SAND ROAD, 27
 BZ0375'FEET SOUTH OF THE SOUTH RAIL OF RAILROAD SIDE TRACK, 25 FEET WEST OF A
 BZ0375'TELEPHONE POLE AND 21 FEET EAST OF THE CENTER OF GRAVEL ROAD. STANDARD
 BZ0375'NATIONAL GEODETIC SURVEY BENCH MARK DISK, STAMPED Q 66 RESET 1973, SET
 BZ0375'FLUSH IN THE TOP OF THE CONCRETE FOUNDATION OF SIGNAL. NOTE-- BUILDING
 BZ0375'WILL BE REMOVED IN THE NEAR FUTURE.  DISK WAS REMOVED FROM WALL OF
 BZ0375'BUILDING AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1204 ***********************************************************************
 BL1204  DESIGNATION -  Q 661
 BL1204  PID         -  BL1204
 BL1204  STATE/COUNTY-  TX/LIBERTY
 BL1204  USGS QUAD   -  HUFFMAN (1980)
 BL1204
 BL1204                         *CURRENT SURVEY CONTROL
 BL1204  ___________________________________________________________________
 BL1204* NAD 83(1986)-  30 03 18.     (N)    095 01 36.     (W)     SCALED    
 BL1204* NAVD 88     -        23.18   (+/-2cm)      76.0    (feet)  VERTCON   
 BL1204  ___________________________________________________________________
 BL1204  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL1204
 BL1204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1204
 BL1204.The horizontal coordinates were scaled from a topographic map and have
 BL1204.an estimated accuracy of +/- 6 seconds.
 BL1204
 BL1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1204.The vertical order pertains to the NGVD 29 superseded value.
 BL1204
 BL1204.The geoid height was determined by GEOID03.
 BL1204
 BL1204;                    North         East    Units  Estimated Accuracy
 BL1204;SPC TX C     - 3,055,250.    1,211,550.      MT  (+/- 180 meters Scaled)
 BL1204
 BL1204                          SUPERSEDED SURVEY CONTROL
 BL1204
 BL1204  NGVD 29 (??/??/92)   23.177  (m)           76.04   (f) ADJ UNCH    2 0
 BL1204
 BL1204.Superseded values are not recommended for survey control.
 BL1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1204.See file dsdata.txt to determine how the superseded data were derived.
 BL1204
 BL1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP046266(NAD 83)
 BL1204_MARKER: DB = BENCH MARK DISK
 BL1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1204_STAMPING: Q 661 1942
 BL1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1204+STABILITY: SURFACE MOTION
 BL1204
 BL1204  HISTORY     - Date     Condition        Report By
 BL1204  HISTORY     - 1942     MONUMENTED       CGS
 BL1204  HISTORY     - 1954     GOOD             NGS
 BL1204  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1204
 BL1204                          STATION DESCRIPTION
 BL1204
 BL1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1204'5.35 MI E FROM HUFFMAN.
 BL1204'0.8 MILE NORTH ALONG AN OILED ROAD FROM THE SCHOOLHOUSE AT HUFFMAN,
 BL1204'THENCE 3.65 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.7 MILE NORTH
 BL1204'ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT
 BL1204'ROAD, 0.3 MILE WEST OF A JUNCTION WITH FARM ROAD 686, 0.15 MILE WEST
 BL1204'OF A POWER LINE CROSSING, 47 FEET EAST OF A FENCE LEADING NORTH, 8
 BL1204'FEET EAST OF THE EAST END OF A GATE, 26 FEET SOUTH OF THE CENTER LINE
 BL1204'OF THE ROAD, 0.5 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A
 BL1204'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BL1204
 BL1204                          STATION RECOVERY (1978)
 BL1204
 BL1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1204'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0774 ***********************************************************************
 AW0774  DESIGNATION -  Q 662 RESET 1955
 AW0774  PID         -  AW0774
 AW0774  STATE/COUNTY-  TX/HARRIS
 AW0774  USGS QUAD   -  HARMASTON (1982)
 AW0774
 AW0774                         *CURRENT SURVEY CONTROL
 AW0774  ___________________________________________________________________
 AW0774* NAD 83(1986)-  29 59 54.     (N)    095 11 01.     (W)     SCALED    
 AW0774* NAVD 88     -        21.98   (+/-2cm)      72.1    (feet)  VERTCON   
 AW0774  ___________________________________________________________________
 AW0774  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW0774
 AW0774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0774
 AW0774.The horizontal coordinates were scaled from a topographic map and have
 AW0774.an estimated accuracy of +/- 6 seconds.
 AW0774
 AW0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0774.The vertical order pertains to the NGVD 29 superseded value.
 AW0774
 AW0774.The geoid height was determined by GEOID03.
 AW0774
 AW0774;                    North         East    Units  Estimated Accuracy
 AW0774;SPC TXSC     - 4,245,950.      968,140.      MT  (+/- 180 meters Scaled)
 AW0774
 AW0774                          SUPERSEDED SURVEY CONTROL
 AW0774
 AW0774  NGVD 29 (??/??/92)   21.978  (m)           72.11   (f) ADJ UNCH    2 0
 AW0774
 AW0774.Superseded values are not recommended for survey control.
 AW0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0774.See file dsdata.txt to determine how the superseded data were derived.
 AW0774
 AW0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP893206(NAD 83)
 AW0774_MARKER: DB = BENCH MARK DISK
 AW0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0774_SP_SET: CULVERT
 AW0774_STAMPING: Q 662 RESET 1955 1942
 AW0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0774
 AW0774  HISTORY     - Date     Condition        Report By
 AW0774  HISTORY     - 1955     MONUMENTED       CGS
 AW0774  HISTORY     - 1973     GOOD             NGS
 AW0774  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0774  HISTORY     - 19990916 MARK NOT FOUND   USPSQD
 AW0774
 AW0774                          STATION DESCRIPTION
 AW0774
 AW0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0774'5.35 MI E FROM HUMBLE.
 AW0774'ABOUT 5.35 MILES EAST ALONG HIGHWAY FM 1960 FROM THE HIGHWAY 59
 AW0774'OVERPASS OVER FM 1960 AT HUMBLE, SET IN THE EAST END OF THE WEST
 AW0774'HEADWALL OF A 4 X 5 FT. BOX CULVERT, 0.8 FEET WEST OF THE EAST END OF
 AW0774'THE HEADWALL, 22 FEET SOUTH OF THE CENTER LINE OF FM 1960.  A STANDARD
 AW0774'DISK ABOUT 1.5 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN A CONCRETE
 AW0774'CULVERT.  NOTE-- RUBBING WAS TAKEN BECAUSE PREVIOUS DESCRIPTION DID
 AW0774'NOT INCLUDE THE DATE OF 1942 ON STAMPING.
 AW0774
 AW0774                          STATION RECOVERY (1978)
 AW0774
 AW0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0774'NOT RECOVERED.  NOTE=THIS AREA HAS A LARGER DRAINAGE SYSTEM NOW,
 AW0774'NO HEADWALL THAT SIZE, BELIEVED DESTROYED.
 AW0774
 AW0774                          STATION RECOVERY (1999)
 AW0774
 AW0774'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3096 ***********************************************************************
 AW3096  DESIGNATION -  Q 663
 AW3096  PID         -  AW3096
 AW3096  STATE/COUNTY-  TX/CHAMBERS
 AW3096  USGS QUAD   -  SHILOH (1993)
 AW3096
 AW3096                         *CURRENT SURVEY CONTROL
 AW3096  ___________________________________________________________________
 AW3096* NAD 83(1986)-  29 52 35.     (N)    094 42 03.     (W)     SCALED    
 AW3096* NAVD 88     -         8.67   (+/-2cm)      28.4    (feet)  VERTCON   
 AW3096  ___________________________________________________________________
 AW3096  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW3096
 AW3096  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3096
 AW3096.The horizontal coordinates were scaled from a topographic map and have
 AW3096.an estimated accuracy of +/- 6 seconds.
 AW3096
 AW3096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3096.The vertical order pertains to the NGVD 29 superseded value.
 AW3096
 AW3096.The geoid height was determined by GEOID03.
 AW3096
 AW3096;                    North         East    Units  Estimated Accuracy
 AW3096;SPC TXSC     - 4,234,060.    1,015,190.      MT  (+/- 180 meters Scaled)
 AW3096
 AW3096                          SUPERSEDED SURVEY CONTROL
 AW3096
 AW3096  NGVD 29 (??/??/92)    8.670  (m)           28.44   (f) ADJ UNCH    1 2
 AW3096
 AW3096.Superseded values are not recommended for survey control.
 AW3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3096.See file dsdata.txt to determine how the superseded data were derived.
 AW3096
 AW3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP357063(NAD 83)
 AW3096_MARKER: DB = BENCH MARK DISK
 AW3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3096_STAMPING: Q 663 1942
 AW3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3096+STABILITY: SURFACE MOTION
 AW3096
 AW3096  HISTORY     - Date     Condition        Report By
 AW3096  HISTORY     - 1942     MONUMENTED       CGS
 AW3096  HISTORY     - 1959     GOOD             NGS
 AW3096  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3096  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW3096
 AW3096                          STATION DESCRIPTION
 AW3096
 AW3096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3096'10.25 MI N FROM ANAHUAC.
 AW3096'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE
 AW3096'COURTHOUSE AT ANAHUAC, THENCE ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY
 AW3096'61, THENCE ABOUT 9.15 MILE NORTH ALONG FARM ROAD 563, ABOUT 0.8 MILE
 AW3096'SOUTH OF THE CHAMBERS-LIBERTY COUNTY LINE, 56 FEET WEST OF THE CENTER
 AW3096'LINE OF THE ROAD, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A SHELL ROAD
 AW3096'LEADING SOUTHWEST, ON THE OUTSIDE OF A CURVE IN THE ROAD, 19 FEET
 AW3096'SOUTHWEST OF POWER POLE 325, 8 FEET EAST OF A FENCE, 45 FEET SOUTHWEST
 AW3096'OF THE WEST END OF THE MOST SOUTHERLY ONE OF 2 30-INCH CULVERTS, 0.8
 AW3096'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 AW3096'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW3096
 AW3096                          STATION RECOVERY (2004)
 AW3096
 AW3096'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3096'MARK NOT FOUND.
 AW3096
 AW3096                          STATION RECOVERY (2005)
 AW3096
 AW3096'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2923 ***********************************************************************
 AW2923  DESIGNATION -  Q 664
 AW2923  PID         -  AW2923
 AW2923  STATE/COUNTY-  TX/LIBERTY
 AW2923  USGS QUAD   -  SHEEKS (1993)
 AW2923
 AW2923                         *CURRENT SURVEY CONTROL
 AW2923  ___________________________________________________________________
 AW2923* NAD 83(1986)-  29 59 17.     (N)    094 57 54.     (W)     SCALED    
 AW2923* NAVD 88     -        20.69   (+/-2cm)      67.9    (feet)  VERTCON   
 AW2923  ___________________________________________________________________
 AW2923  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW2923
 AW2923  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2923
 AW2923.The horizontal coordinates were scaled from a topographic map and have
 AW2923.an estimated accuracy of +/- 6 seconds.
 AW2923
 AW2923.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2923.The vertical order pertains to the NGVD 29 superseded value.
 AW2923
 AW2923.The geoid height was determined by GEOID03.
 AW2923
 AW2923;                    North         East    Units  Estimated Accuracy
 AW2923;SPC TX C     - 3,048,130.    1,217,850.      MT  (+/- 180 meters Scaled)
 AW2923
 AW2923                          SUPERSEDED SURVEY CONTROL
 AW2923
 AW2923  NGVD 29 (??/??/92)   20.695  (m)           67.90   (f) ADJ UNCH    1 2
 AW2923
 AW2923.Superseded values are not recommended for survey control.
 AW2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2923.See file dsdata.txt to determine how the superseded data were derived.
 AW2923
 AW2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP104190(NAD 83)
 AW2923_MARKER: DB = BENCH MARK DISK
 AW2923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2923_SP_SET: BRIDGE
 AW2923_STAMPING: Q 664 1942
 AW2923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2923
 AW2923  HISTORY     - Date     Condition        Report By
 AW2923  HISTORY     - 1942     MONUMENTED       CGS
 AW2923  HISTORY     - 1954     GOOD             NGS
 AW2923  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW2923  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 AW2923  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW2923
 AW2923                          STATION DESCRIPTION
 AW2923
 AW2923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2923'6.0 MI SW FROM DAYTON.
 AW2923'6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE WILSON JUNIOR HIGH
 AW2923'SCHOOL AT DAYTON, AT A JUNCTION WITH FARM ROAD 1413, 59 FEET NORTHEAST
 AW2923'OF THE CENTER LINE OF THE FARM ROAD, 19.5 FEET SOUTHEAST OF THE CENTER
 AW2923'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AW2923'NORTHEAST ABUTMENT OF A CONCRETE BRIDGE UNDER THE HIGHWAY.
 AW2923
 AW2923                          STATION RECOVERY (1972)
 AW2923
 AW2923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW2923'MARK NOT FOUND.
 AW2923
 AW2923                          STATION RECOVERY (1996)
 AW2923
 AW2923'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2923'MARK NOT FOUND.
 AW2923
 AW2923                          STATION RECOVERY (2004)
 AW2923
 AW2923'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0734 ***********************************************************************
 AW0734  DESIGNATION -  Q 665
 AW0734  PID         -  AW0734
 AW0734  STATE/COUNTY-  TX/CHAMBERS
 AW0734  USGS QUAD   -  MONT BELVIEU (1994)
 AW0734
 AW0734                         *CURRENT SURVEY CONTROL
 AW0734  ___________________________________________________________________
 AW0734* NAD 83(1986)-  29 50 07.     (N)    094 53 43.     (W)     SCALED    
 AW0734* NAVD 88     -        11.27   (+/-2cm)      37.0    (feet)  VERTCON   
 AW0734  ___________________________________________________________________
 AW0734  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0734
 AW0734  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0734
 AW0734.The horizontal coordinates were scaled from a topographic map and have
 AW0734.an estimated accuracy of +/- 6 seconds.
 AW0734
 AW0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0734.The vertical order pertains to the NGVD 29 superseded value.
 AW0734
 AW0734.The geoid height was determined by GEOID03.
 AW0734
 AW0734;                    North         East    Units  Estimated Accuracy
 AW0734;SPC TXSC     - 4,228,830.      996,580.      MT  (+/- 180 meters Scaled)
 AW0734
 AW0734                          SUPERSEDED SURVEY CONTROL
 AW0734
 AW0734  NGVD 29 (??/??/92)   11.267  (m)           36.97   (f) ADJ UNCH    1 2
 AW0734
 AW0734.Superseded values are not recommended for survey control.
 AW0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0734.See file dsdata.txt to determine how the superseded data were derived.
 AW0734
 AW0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP168020(NAD 83)
 AW0734_MARKER: DB = BENCH MARK DISK
 AW0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0734_SP_SET: CULVERT
 AW0734_STAMPING: Q 665 1942
 AW0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0734
 AW0734  HISTORY     - Date     Condition        Report By
 AW0734  HISTORY     - 1942     MONUMENTED       CGS
 AW0734  HISTORY     - 1964     GOOD             NGS
 AW0734  HISTORY     - 1978     GOOD             NGS
 AW0734  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0734  HISTORY     - 19960911 MARK NOT FOUND   USPSQD
 AW0734  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW0734  HISTORY     - 20031230 MARK NOT FOUND   USPSQD
 AW0734  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW0734
 AW0734                          STATION DESCRIPTION
 AW0734
 AW0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0734'1.2 MI S FROM MONT BELVIEU.
 AW0734'ABOUT 1.2 MILES SOUTH ALONG LOOP 207 FROM THE METHODIST CHURCH AT MONT
 AW0734'BELVIEU, THENCE 0.15 MILE SOUTH ALONG STATE HIGHWAY 146, 47 FEET EAST
 AW0734'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF THE CENTER LINE OF
 AW0734'A SHELL ROAD LEADING EAST, SET IN THE CENTER OF THE TOP OF THE NORTH
 AW0734'CONCRETE HEAD WALL OF A SMALL CONCRETE CULVERT, 15 FEET SOUTHWEST OF A
 AW0734'POWER POLE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AW0734
 AW0734                          STATION RECOVERY (1978)
 AW0734
 AW0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0734'RECOVERED IN GOOD CONDITION.
 AW0734
 AW0734                          STATION RECOVERY (1990)
 AW0734
 AW0734'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0734'MARK NOT FOUND.
 AW0734
 AW0734                          STATION RECOVERY (1996)
 AW0734
 AW0734'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0734'MARK NOT FOUND.
 AW0734
 AW0734                          STATION RECOVERY (2001)
 AW0734
 AW0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0734'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0734
 AW0734                          STATION RECOVERY (2003)
 AW0734
 AW0734'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0734'MARK NOT FOUND.
 AW0734
 AW0734                          STATION RECOVERY (2005)
 AW0734
 AW0734'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3405 ***********************************************************************
 AW3405  DESIGNATION -  Q 666
 AW3405  PID         -  AW3405
 AW3405  STATE/COUNTY-  TX/HARRIS
 AW3405  USGS QUAD   -  HARMASTON (1982)
 AW3405
 AW3405                         *CURRENT SURVEY CONTROL
 AW3405  ___________________________________________________________________
 AW3405* NAD 83(1986)-  29 54 11.     (N)    095 14 10.     (W)     SCALED    
 AW3405* NAVD 88     -        18.47   (+/-2cm)      60.6    (feet)  VERTCON   
 AW3405  ___________________________________________________________________
 AW3405  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW3405
 AW3405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3405
 AW3405.The horizontal coordinates were scaled from a topographic map and have
 AW3405.an estimated accuracy of +/- 6 seconds.
 AW3405
 AW3405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3405.The vertical order pertains to the NGVD 29 superseded value.
 AW3405
 AW3405.The geoid height was determined by GEOID03.
 AW3405
 AW3405;                    North         East    Units  Estimated Accuracy
 AW3405;SPC TXSC     - 4,235,230.      963,420.      MT  (+/- 180 meters Scaled)
 AW3405
 AW3405                          SUPERSEDED SURVEY CONTROL
 AW3405
 AW3405  NGVD 29 (??/??/92)   18.468  (m)           60.59   (f) ADJ UNCH    2 0
 AW3405
 AW3405.Superseded values are not recommended for survey control.
 AW3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3405.See file dsdata.txt to determine how the superseded data were derived.
 AW3405
 AW3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP840101(NAD 83)
 AW3405_MARKER: DB = BENCH MARK DISK
 AW3405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3405_SP_SET: SIGNAL BLOCK
 AW3405_STAMPING: Q 666 1942
 AW3405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3405
 AW3405  HISTORY     - Date     Condition        Report By
 AW3405  HISTORY     - 1942     MONUMENTED       CGS
 AW3405  HISTORY     - 1955     MARK NOT FOUND   USGS
 AW3405
 AW3405                          STATION DESCRIPTION
 AW3405
 AW3405'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3405'12.75 MI SW FROM HUFFMAN.
 AW3405'TO REACH FROM THE BEAUMONT SOUR LAKE AND WESTERN RAILROAD AT HUFFMAN.
 AW3405'PROCEED 12.75 MILES SOUTHWESTERLY ALONG THE RAILROAD TO SITE OF BENCH
 AW3405'MARK.  BENCH MARK IS ABOUT 0.25 MILE NORTHEAST OF WOODEN BRIDGE NO.
 AW3405'385.8 OVER GREENS BAYOU, AND ABOUT 320.0 FEET NORTHEAST OF MILEPOST
 AW3405'386.  IT IS 7.1 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AW3405'SOUTHEAST RAIL OF TRACK, AND SET VERTICALLY IN THE NORTHWEST SIDE OF A
 AW3405'RAILROAD SIGNAL BLOCK.
 AW3405
 AW3405                          STATION RECOVERY (1955)
 AW3405
 AW3405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW3405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1771 ***********************************************************************
 AW1771  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1771  DESIGNATION -  Q 667
 AW1771  PID         -  AW1771
 AW1771  STATE/COUNTY-  TX/HARRIS
 AW1771  USGS QUAD   -  SATSUMA (1982)
 AW1771
 AW1771                         *CURRENT SURVEY CONTROL
 AW1771  ___________________________________________________________________
 AW1771* NAD 83(1993)-  29 56 15.58468(N)    095 31 19.74531(W)     ADJUSTED  
 AW1771* NAVD 88     -        34.91   (meters)     114.5    (feet)  GPS OBS   
 AW1771  ___________________________________________________________________
 AW1771  X           -    -532,320.150 (meters)                     COMP
 AW1771  Y           -  -5,506,042.666 (meters)                     COMP
 AW1771  Z           -   3,164,391.140 (meters)                     COMP
 AW1771  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW1771  ELLIP HEIGHT-           7.47  (meters)          (12/03/01) GPS OBS
 AW1771  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1771  DYNAMIC HT  -          34.86  (meters)     114.4   (feet)  COMP
 AW1771  MODELED GRAV-     979,292.3   (mgal)                       NAVD 88
 AW1771
 AW1771  HORZ ORDER  -  FIRST
 AW1771  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1771  ELLP ORDER  -  FOURTH    CLASS II
 AW1771
 AW1771.The horizontal coordinates were established by GPS observations
 AW1771.and adjusted by the National Geodetic Survey in December 2001..
 AW1771
 AW1771.The orthometric height was determined by GPS observations and a
 AW1771.high-resolution geoid model using precise GPS observation and
 AW1771.processing techniques. It supersedes the leveled height previously
 AW1771.determined for this station.
 AW1771.WARNING-GPS observations at this control monument resulted in a GPS
 AW1771.derived orthometric height which differed from the leveled height by
 AW1771.more than one decimeter (0.1 meter).
 AW1771.The vertical order pertains to the first NAVD 88 superseded value.
 AW1771
 AW1771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1771
 AW1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1771
 AW1771.The ellipsoidal height was determined by GPS observations
 AW1771.and is referenced to NAD 83.
 AW1771
 AW1771.The geoid height was determined by GEOID03.
 AW1771
 AW1771.The dynamic height is computed by dividing the NAVD 88
 AW1771.geopotential number by the normal gravity value computed on the
 AW1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1771.degrees latitude (g = 980.6199 gals.).
 AW1771
 AW1771.The modeled gravity was interpolated from observed gravity values.
 AW1771
 AW1771;                    North         East     Units Scale Factor Converg.
 AW1771;SPC TXSC     - 4,238,211.099   935,697.319   MT  0.99991842   +1 42 13.8
 AW1771;SPC TXSC     -13,904,864.25  3,069,866.95   sFT  0.99991842   +1 42 13.8
 AW1771;UTM  15      - 3,314,553.046   256,552.689   MT  1.00033128   -1 15 33.5
 AW1771
 AW1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1771!SPC TXSC     -   0.99999883  x   0.99991842  =   0.99991725
 AW1771!UTM  15      -   0.99999883  x   1.00033128  =   1.00033011
 AW1771
 AW1771                          SUPERSEDED SURVEY CONTROL
 AW1771
 AW1771  ELLIP H (10/25/00)    7.74   (m)                       GP(       ) 4 1
 AW1771  NAD 83(1993)-  29 56 15.58464(N)    095 31 19.74429(W) AD(       ) 1
 AW1771  ELLIP H (10/17/96)    7.86   (m)                       GP(       ) 3 1
 AW1771  NAVD 88 (06/15/91)   35.532  (m)          116.57   (f) ADJUSTED    1 2
 AW1771  NGVD 29 (12/23/87)   35.526  (m)          116.55   (f) ADJUSTED    1 2
 AW1771
 AW1771.Superseded values are not recommended for survey control.
 AW1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1771.See file dsdata.txt to determine how the superseded data were derived.
 AW1771
 AW1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5655314553(NAD 83)
 AW1771_MARKER: DB = BENCH MARK DISK
 AW1771_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AW1771_SP_SET: CONCRETE POST
 AW1771_STAMPING: Q 667 1942
 AW1771_MARK LOGO: CGS   
 AW1771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AW1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1771+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW1771
 AW1771  HISTORY     - Date     Condition        Report By
 AW1771  HISTORY     - 1942     MONUMENTED       CGS
 AW1771  HISTORY     - 1973     GOOD             NGS
 AW1771  HISTORY     - 1978     GOOD             NGS
 AW1771  HISTORY     - 1986     GOOD             NGS
 AW1771  HISTORY     - 19940404 GOOD             USPSQD
 AW1771  HISTORY     - 19941129 GOOD             HGCSD
 AW1771  HISTORY     - 20040712 GOOD             USPSQD
 AW1771  HISTORY     - 20051014 GOOD             USPSQD
 AW1771
 AW1771                          STATION DESCRIPTION
 AW1771
 AW1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1771'12.1 MI SE FROM TOMBALL.
 AW1771'ABOUT 12.1 MILES SOUTHEAST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD
 AW1771'FROM THE STATION AT TOMBALL, AT A POWER LINE CROSSING, 46 FEET
 AW1771'NORTHEAST OF THE NORTHEAST RAIL, 34 FEET SOUTHEAST OF THE SOUTH CORNER
 AW1771'OF THE CONCRETE FOUNDATION OF A LARGE STEEL POWER POLE, 23.2 FEET
 AW1771'SOUTHWEST OF THE MOST SOUTHERNLY ONE OF FOUR STEEL LEGS OF A POWER
 AW1771'LINE TOWER, 1 FOOT SOUTHWEST OF A FENCE, 5 1/2 FEET SOUTH OF A FENCE
 AW1771'CORNER POST, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST, 4 FEET BELOW
 AW1771'THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 AW1771'PROJECTING 0.3 FOOT.
 AW1771
 AW1771                          STATION RECOVERY (1978)
 AW1771
 AW1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1771'RECOVERED IN GOOD CONDITION.
 AW1771
 AW1771                          STATION RECOVERY (1986)
 AW1771
 AW1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1771'RECOVERED IN GOOD CONDITION.
 AW1771
 AW1771                          STATION RECOVERY (1994)
 AW1771
 AW1771'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1771'RECOVERED IN GOOD CONDITION.
 AW1771
 AW1771                          STATION RECOVERY (1994)
 AW1771
 AW1771'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW1771'RECOVERED AS DESCRIBED.
 AW1771
 AW1771                          STATION RECOVERY (2004)
 AW1771
 AW1771'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1771'RECOVERED IN GOOD CONDITION.
 AW1771
 AW1771                          STATION RECOVERY (2005)
 AW1771
 AW1771'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1771'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3372 ***********************************************************************
 AW3372  DESIGNATION -  Q 668
 AW3372  PID         -  AW3372
 AW3372  STATE/COUNTY-  TX/FORT BEND
 AW3372  USGS QUAD   -  ALMEDA (1995)
 AW3372
 AW3372                         *CURRENT SURVEY CONTROL
 AW3372  ___________________________________________________________________
 AW3372* NAD 83(1986)-  29 34 46.     (N)    095 25 57.     (W)     SCALED    
 AW3372* NAVD 88     -        20.48   (+/-2cm)      67.2    (feet)  VERTCON   
 AW3372  ___________________________________________________________________
 AW3372  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3372
 AW3372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3372
 AW3372.The horizontal coordinates were scaled from a topographic map and have
 AW3372.an estimated accuracy of +/- 6 seconds.
 AW3372
 AW3372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3372.The vertical order pertains to the NGVD 29 superseded value.
 AW3372
 AW3372.The geoid height was determined by GEOID03.
 AW3372
 AW3372;                    North         East    Units  Estimated Accuracy
 AW3372;SPC TXSC     - 4,198,790.      945,560.      MT  (+/- 180 meters Scaled)
 AW3372
 AW3372                          SUPERSEDED SURVEY CONTROL
 AW3372
 AW3372  NGVD 29 (??/??/92)   20.481  (m)           67.19   (f) ADJ UNCH    2 0
 AW3372
 AW3372.Superseded values are not recommended for survey control.
 AW3372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3372.See file dsdata.txt to determine how the superseded data were derived.
 AW3372
 AW3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN643746(NAD 83)
 AW3372_MARKER: DB = BENCH MARK DISK
 AW3372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3372_SP_SET: CULVERT
 AW3372_STAMPING: Q 668 1942
 AW3372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3372
 AW3372  HISTORY     - Date     Condition        Report By
 AW3372  HISTORY     - 1942     MONUMENTED       CGS
 AW3372  HISTORY     - 1954     MARK NOT FOUND   USGS
 AW3372  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW3372  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW3372
 AW3372                          STATION DESCRIPTION
 AW3372
 AW3372'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3372'1.9 MI S FROM ALMEDA.
 AW3372'TO REACH FROM THE POST OFFICE AT ALMEDA-- PROCEED 1.9 MILES SOUTHERLY
 AW3372'ALONG STATE HIGHWAY NO. 288 TO SITE OF BENCH MARK.  BENCH MARK IS
 AW3372'ABOUT 0.15 MILE SOUTH OF A GRAVEL SIDE ROAD INTERSECTION LEADING WEST,
 AW3372'AND ABOUT 65.0 FEET EAST OF THE NORTH END OF A SMALL RAILROAD TRESTLE
 AW3372'NO. 13-4.  IT IS 15.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AW3372'CENTERLINE OF HIGHWAY AND SET HORIZONTALLY IN THE SOUTH END OF THE
 AW3372'WEST HEADWALL OF A LARGE CONCRETE CULVERT.
 AW3372
 AW3372                          STATION RECOVERY (1954)
 AW3372
 AW3372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AW3372'MARK NOT FOUND.
 AW3372
 AW3372                          STATION RECOVERY (1994)
 AW3372
 AW3372'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3372'MARK NOT FOUND.
 AW3372
 AW3372                          STATION RECOVERY (1999)
 AW3372
 AW3372'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW3372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3373 ***********************************************************************
 AW3373  DESIGNATION -  Q 668 RESET 1948
 AW3373  PID         -  AW3373
 AW3373  STATE/COUNTY-  TX/FORT BEND
 AW3373  USGS QUAD   -  ALMEDA (1995)
 AW3373
 AW3373                         *CURRENT SURVEY CONTROL
 AW3373  ___________________________________________________________________
 AW3373* NAD 83(1986)-  29 34 46.     (N)    095 25 57.     (W)     SCALED    
 AW3373* NAVD 88     -        19.34   (+/-2cm)      63.5    (feet)  VERTCON   
 AW3373  ___________________________________________________________________
 AW3373  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3373
 AW3373  VERT ORDER  -  THIRD (See Below)
 AW3373
 AW3373.The horizontal coordinates were scaled from a topographic map and have
 AW3373.an estimated accuracy of +/- 6 seconds.
 AW3373
 AW3373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3373.The vertical order pertains to the NGVD 29 superseded value.
 AW3373
 AW3373.The geoid height was determined by GEOID03.
 AW3373
 AW3373;                    North         East    Units  Estimated Accuracy
 AW3373;SPC TXSC     - 4,198,790.      945,560.      MT  (+/- 180 meters Scaled)
 AW3373
 AW3373                          SUPERSEDED SURVEY CONTROL
 AW3373
 AW3373  NGVD 29 (01/29/03)   19.34   (m)           63.5    (f) RESET       3  
 AW3373
 AW3373.Superseded values are not recommended for survey control.
 AW3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3373.See file dsdata.txt to determine how the superseded data were derived.
 AW3373
 AW3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN643746(NAD 83)
 AW3373_MARKER: DB = BENCH MARK DISK
 AW3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3373_STAMPING: Q 668 RESET 1948
 AW3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3373+STABILITY: SURFACE MOTION
 AW3373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3373+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW3373
 AW3373  HISTORY     - Date     Condition        Report By
 AW3373  HISTORY     - 1948     MONUMENTED       TXHD
 AW3373  HISTORY     - 1954     MARK NOT FOUND   USGS
 AW3373  HISTORY     - 20040216 MARK NOT FOUND   USPSQD
 AW3373  HISTORY     - 20050217 GOOD             USPSQD
 AW3373
 AW3373                          STATION DESCRIPTION
 AW3373
 AW3373'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AW3373'1.9 MI S FROM ALMEDA.
 AW3373'IN FORT BEND COUNTY, 1.9 MILES SOUTH ALONG STATE HIGHWAY 288 FROM THE
 AW3373'POST OFFICE AT ALMEDA, HARRIS COUNTY, 0.15 MILE SOUTH OF THE JUNCTION
 AW3373'OF A GRAVEL ROAD LEADING WEST, OPPOSITE THE NORTH END OF MISSOURI
 AW3373'PACIFIC RAILROAD TRESTLE 13-4, 46 FEET WEST OF THE CENTERLINE OF THE
 AW3373'HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 AW3373'STAMPED Q 668 RESET 1948 AND SET IN THE TOP OF A CONCRETE POST.
 AW3373
 AW3373                          STATION RECOVERY (2004)
 AW3373
 AW3373'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3373'MARK NOT FOUND.
 AW3373
 AW3373                          STATION RECOVERY (2005)
 AW3373
 AW3373'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1237 ***********************************************************************
 BY1237  DESIGNATION -  Q 67 RESET 1964
 BY1237  PID         -  BY1237
 BY1237  STATE/COUNTY-  TX/ANDERSON
 BY1237  USGS QUAD   -  NECHES (1982)
 BY1237
 BY1237                         *CURRENT SURVEY CONTROL
 BY1237  ___________________________________________________________________
 BY1237* NAD 83(1986)-  31 51 54.     (N)    095 29 47.     (W)     SCALED    
 BY1237* NAVD 88     -       125.135  (meters)     410.55   (feet)  ADJUSTED  
 BY1237  ___________________________________________________________________
 BY1237  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY1237  DYNAMIC HT  -         124.984 (meters)     410.05  (feet)  COMP
 BY1237  MODELED GRAV-     979,432.2   (mgal)                       NAVD 88
 BY1237
 BY1237  VERT ORDER  -  FIRST     CLASS II
 BY1237
 BY1237.The horizontal coordinates were scaled from a topographic map and have
 BY1237.an estimated accuracy of +/- 6 seconds.
 BY1237
 BY1237.The orthometric height was determined by differential leveling
 BY1237.and adjusted by the National Geodetic Survey in June 1991..
 BY1237
 BY1237.The geoid height was determined by GEOID03.
 BY1237
 BY1237.The dynamic height is computed by dividing the NAVD 88
 BY1237.geopotential number by the normal gravity value computed on the
 BY1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1237.degrees latitude (g = 980.6199 gals.).
 BY1237
 BY1237.The modeled gravity was interpolated from observed gravity values.
 BY1237
 BY1237;                    North         East    Units  Estimated Accuracy
 BY1237;SPC TX C     - 3,253,660.    1,157,580.      MT  (+/- 180 meters Scaled)
 BY1237
 BY1237                          SUPERSEDED SURVEY CONTROL
 BY1237
 BY1237  NGVD 29 (??/??/??)  125.15   (m)          410.6    (f) RESET       3  
 BY1237
 BY1237.Superseded values are not recommended for survey control.
 BY1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1237.See file dsdata.txt to determine how the superseded data were derived.
 BY1237
 BY1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR638281(NAD 83)
 BY1237_MARKER: DB = BENCH MARK DISK
 BY1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1237_SP_SET: CULVERT
 BY1237_STAMPING: Q 67 RESET 1964
 BY1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1237
 BY1237  HISTORY     - Date     Condition        Report By
 BY1237  HISTORY     - 1964     MONUMENTED       CGS
 BY1237  HISTORY     - 1980     GOOD             NGS
 BY1237  HISTORY     - 1990     GOOD             USPSQD
 BY1237
 BY1237                          STATION DESCRIPTION
 BY1237
 BY1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BY1237'IN NECHES.
 BY1237'AT NECHES, 18 FEET EAST OF THE CENTER LINE OF FARM ROAD 2267, 79 FEET
 BY1237'SOUTHEAST OF THE SOUTHEAST CORNER OF THE J. B. MCDONALD AND SON
 BY1237'GENERAL MERCHANDISE STORE, 171 FEET WEST OF THE WEST RAIL OF THE MAIN
 BY1237'TRACK OF THE MISSOURI PACIFIC RAILROAD, 150 FEET NORTH OF THE CENTER
 BY1237'OF A ROAD LEADING EAST, 18 FEET SOUTH OF THE CENTER LINE OF A ROAD
 BY1237'LEADING WEST, IN THE SOUTH END OF THE EAST HEADWALL OF A CULVERT UNDER
 BY1237'FARM ROAD 2267, (OLD U.S. HIGHWAY 79), AND IS ABOUT LEVEL WITH THE
 BY1237'ROAD.  A STANDARD DISK STAMPED Q 67 RESET 1964, IS CEMENTED IN A DRILL
 BY1237'HOLE FLUSH WITH THE HEADWALL OF CULVERT.
 BY1237
 BY1237                          STATION RECOVERY (1980)
 BY1237
 BY1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1237'0.1 KM. (0.05 MI.) SOUTH ALONG FARM ROAD 2574 FROM THE POST OFFICE IN
 BY1237'NECHES, AT THE JUNCTION OF A ROAD LEADING EAST ACROSS THE MISSOURI
 BY1237'PACIFIC RAILROAD, IN THE SOUTHEAST HEADWALL OF A SMALL CONCRETE BOX
 BY1237'CULVERT, 24.1 M. (79.0 FT.) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BY1237'J.B. MCDONALD AND SON MERCHANDISE STORE, 52.1 (171 FT.) WEST OF THE
 BY1237'WEST RAIL, 45.7 M. (150 FT.) NORTH OF THE CENTERLINE OF THE ROAD
 BY1237'LEADING EAST, 5.5 M. (18.0 FT.) EAST OF THE CENTERLINE OF THE FARM
 BY1237'ROAD.
 BY1237'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 BY1237
 BY1237                          STATION RECOVERY (1990)
 BY1237
 BY1237'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1036 ***********************************************************************
 AB1036  DESIGNATION -  Q 670
 AB1036  PID         -  AB1036
 AB1036  STATE/COUNTY-  TX/KENEDY
 AB1036  USGS QUAD   -  ROSITA LAKE (1975)
 AB1036
 AB1036                         *CURRENT SURVEY CONTROL
 AB1036  ___________________________________________________________________
 AB1036* NAD 83(1986)-  26 41 13.     (N)    097 37 34.     (W)     SCALED    
 AB1036* NAVD 88     -         4.398  (meters)      14.43   (feet)  ADJUSTED  
 AB1036  ___________________________________________________________________
 AB1036  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AB1036  DYNAMIC HT  -           4.391 (meters)      14.41  (feet)  COMP
 AB1036  MODELED GRAV-     979,071.2   (mgal)                       NAVD 88
 AB1036
 AB1036  VERT ORDER  -  SECOND    CLASS 0
 AB1036
 AB1036.The horizontal coordinates were scaled from a topographic map and have
 AB1036.an estimated accuracy of +/- 6 seconds.
 AB1036
 AB1036.The orthometric height was determined by differential leveling
 AB1036.and adjusted by the National Geodetic Survey in June 1991..
 AB1036
 AB1036.The geoid height was determined by GEOID03.
 AB1036
 AB1036.The dynamic height is computed by dividing the NAVD 88
 AB1036.geopotential number by the normal gravity value computed on the
 AB1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1036.degrees latitude (g = 980.6199 gals.).
 AB1036
 AB1036.The modeled gravity was interpolated from observed gravity values.
 AB1036
 AB1036;                    North         East    Units  Estimated Accuracy
 AB1036;SPC TX S     - 5,113,340.      386,970.      MT  (+/- 180 meters Scaled)
 AB1036
 AB1036                          SUPERSEDED SURVEY CONTROL
 AB1036
 AB1036  NGVD 29 (??/??/92)    4.476  (m)           14.69   (f) ADJ UNCH    2 0
 AB1036
 AB1036.Superseded values are not recommended for survey control.
 AB1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1036.See file dsdata.txt to determine how the superseded data were derived.
 AB1036
 AB1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ366524(NAD 83)
 AB1036_MARKER: DB = BENCH MARK DISK
 AB1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1036_STAMPING: Q 670 1942
 AB1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1036+STABILITY: SURFACE MOTION
 AB1036
 AB1036  HISTORY     - Date     Condition        Report By
 AB1036  HISTORY     - 1942     MONUMENTED       CGS
 AB1036  HISTORY     - 1956     GOOD             USGS
 AB1036
 AB1036                          STATION DESCRIPTION
 AB1036
 AB1036'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1036'7.0 MI SE FROM NORIAS RANCH.
 AB1036'FROM NORIAS RANCH PROCEED 1.1 MILE SOUTHEAST ALONG HARD SURFACE ROAD
 AB1036'TO A GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 4.6 MILES ALONG TRACK
 AB1036'ROAD TO DIM TRACK ROAD LEFT, 0.3 MILE ALONG DIM TRACK ROAD, 14 FEET
 AB1036'NORTH OF CENTERLINE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0508 ***********************************************************************
 AB0508  DESIGNATION -  Q 671
 AB0508  PID         -  AB0508
 AB0508  STATE/COUNTY-  TX/WILLACY
 AB0508  USGS QUAD   -  WILLAMAR (1982)
 AB0508
 AB0508                         *CURRENT SURVEY CONTROL
 AB0508  ___________________________________________________________________
 AB0508* NAD 83(1986)-  26 29 28.     (N)    097 35 04.     (W)     SCALED    
 AB0508* NAVD 88     -         5.374  (meters)      17.63   (feet)  ADJUSTED  
 AB0508  ___________________________________________________________________
 AB0508  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AB0508  DYNAMIC HT  -           5.366 (meters)      17.61  (feet)  COMP
 AB0508  MODELED GRAV-     979,061.6   (mgal)                       NAVD 88
 AB0508
 AB0508  VERT ORDER  -  SECOND    CLASS 0
 AB0508
 AB0508.The horizontal coordinates were scaled from a topographic map and have
 AB0508.an estimated accuracy of +/- 6 seconds.
 AB0508
 AB0508.The orthometric height was determined by differential leveling
 AB0508.and adjusted by the National Geodetic Survey in June 1991..
 AB0508
 AB0508.The geoid height was determined by GEOID03.
 AB0508
 AB0508.The dynamic height is computed by dividing the NAVD 88
 AB0508.geopotential number by the normal gravity value computed on the
 AB0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0508.degrees latitude (g = 980.6199 gals.).
 AB0508
 AB0508.The modeled gravity was interpolated from observed gravity values.
 AB0508
 AB0508;                    North         East    Units  Estimated Accuracy
 AB0508;SPC TX S     - 5,091,670.      391,270.      MT  (+/- 180 meters Scaled)
 AB0508
 AB0508                          SUPERSEDED SURVEY CONTROL
 AB0508
 AB0508  NGVD 29 (??/??/92)    5.443  (m)           17.86   (f) ADJ UNCH    2 0
 AB0508
 AB0508.Superseded values are not recommended for survey control.
 AB0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0508.See file dsdata.txt to determine how the superseded data were derived.
 AB0508
 AB0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ410308(NAD 83)
 AB0508_MARKER: DB = BENCH MARK DISK
 AB0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0508_STAMPING: Q 671 1942
 AB0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0508+STABILITY: SURFACE MOTION
 AB0508
 AB0508  HISTORY     - Date     Condition        Report By
 AB0508  HISTORY     - 1942     MONUMENTED       CGS
 AB0508  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0508
 AB0508                          STATION DESCRIPTION
 AB0508
 AB0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0508'13.0 MI E FROM RAYMONDVILLE.
 AB0508'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0508'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0508'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0508'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0508'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 1.0 MILE TO SITE OF BENCH
 AB0508'MARK.  BENCH MARK IS ABOUT 165.0 FEET WEST OF THE CENTER OF A BEND IN
 AB0508'THE RIGHT-OF-WAY FENCE, 55.0 FEET SOUTH OF AND ABOUT THE SAME
 AB0508'ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A 4 BY 4
 AB0508'INCH WOODEN MARKER POST AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 AB0508'MONUMENT PROJECTS 0.5 FOOT.
 AB0508
 AB0508                          STATION RECOVERY (1988)
 AB0508
 AB0508'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0509 ***********************************************************************
 AB0509  DESIGNATION -  Q 671 RESET 1949
 AB0509  PID         -  AB0509
 AB0509  STATE/COUNTY-  TX/WILLACY
 AB0509  USGS QUAD   -  WILLAMAR (1982)
 AB0509
 AB0509                         *CURRENT SURVEY CONTROL
 AB0509  ___________________________________________________________________
 AB0509* NAD 83(1986)-  26 29 28.     (N)    097 35 04.     (W)     SCALED    
 AB0509* NAVD 88     -         5.42   (meters)      17.8    (feet)  RESET     
 AB0509  ___________________________________________________________________
 AB0509  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AB0509
 AB0509  VERT ORDER  -  THIRD
 AB0509
 AB0509.The horizontal coordinates were scaled from a topographic map and have
 AB0509.an estimated accuracy of +/- 6 seconds.
 AB0509
 AB0509.The orthometric height was computed from unverified reset data.
 AB0509
 AB0509.The geoid height was determined by GEOID03.
 AB0509
 AB0509;                    North         East    Units  Estimated Accuracy
 AB0509;SPC TX S     - 5,091,670.      391,270.      MT  (+/- 180 meters Scaled)
 AB0509
 AB0509                          SUPERSEDED SURVEY CONTROL
 AB0509
 AB0509.No superseded survey control is available for this station.
 AB0509
 AB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ410308(NAD 83)
 AB0509_MARKER: DB = BENCH MARK DISK
 AB0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0509_STAMPING: Q 671 1942 RESET 1949
 AB0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0509+STABILITY: SURFACE MOTION
 AB0509
 AB0509  HISTORY     - Date     Condition        Report By
 AB0509  HISTORY     - 1949     MONUMENTED       TXHD
 AB0509  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0509
 AB0509                          STATION DESCRIPTION
 AB0509
 AB0509'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AB0509'11.0 MI E FROM RAYMONDVILLE.
 AB0509'8.7 MILES EAST ALONG STATE HIGHWAY 186 FROM THE MISSOURI PACIFIC
 AB0509'RAILROAD STATION AT RAYMONDVILLE, THENCE 1.3 MILES EAST ALONG A PAVED
 AB0509'ROAD TO A CURVE, THENCE 0.8 MILE NORTH TO A T-JUNCTION, THENCE 1.0
 AB0509'MILE EAST ALONG A PAVED ROAD.  165 FEET WEST OF THE CENTER OF A BEND
 AB0509'IN THE RIGHT-OF-WAY FENCE, 54 FEET SOUTH OF AND ABOUT LEVEL WITHE
 AB0509'CENTER LINE OF THE PAVED ROAD, 0.5 FEET NORTH OF THE RIGHT-OF-WAY
 AB0509'FENCE, 40 FEET EAST OF THE NORTHEAST CORNER OF HUMBLE CAMP FENCE
 AB0509'CORNER, AND SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 AB0509'PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0509
 AB0509                          STATION RECOVERY (1987)
 AB0509
 AB0509'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1021 ***********************************************************************
 AB1021  DESIGNATION -  Q 672
 AB1021  PID         -  AB1021
 AB1021  STATE/COUNTY-  TX/KENEDY
 AB1021  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1021
 AB1021                         *CURRENT SURVEY CONTROL
 AB1021  ___________________________________________________________________
 AB1021* NAD 83(1986)-  26 54 59.     (N)    097 44 38.     (W)     SCALED    
 AB1021* NAVD 88     -         6.244  (meters)      20.49   (feet)  ADJUSTED  
 AB1021  ___________________________________________________________________
 AB1021  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AB1021  DYNAMIC HT  -           6.234 (meters)      20.45  (feet)  COMP
 AB1021  MODELED GRAV-     979,078.5   (mgal)                       NAVD 88
 AB1021
 AB1021  VERT ORDER  -  FIRST     CLASS II
 AB1021
 AB1021.The horizontal coordinates were scaled from a topographic map and have
 AB1021.an estimated accuracy of +/- 6 seconds.
 AB1021
 AB1021.The orthometric height was determined by differential leveling
 AB1021.and adjusted by the National Geodetic Survey in June 1991..
 AB1021
 AB1021.The geoid height was determined by GEOID03.
 AB1021
 AB1021.The dynamic height is computed by dividing the NAVD 88
 AB1021.geopotential number by the normal gravity value computed on the
 AB1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1021.degrees latitude (g = 980.6199 gals.).
 AB1021
 AB1021.The modeled gravity was interpolated from observed gravity values.
 AB1021
 AB1021;                    North         East    Units  Estimated Accuracy
 AB1021;SPC TX S     - 5,138,680.      375,100.      MT  (+/- 180 meters Scaled)
 AB1021
 AB1021                          SUPERSEDED SURVEY CONTROL
 AB1021
 AB1021  NGVD 29 (??/??/92)    6.329  (m)           20.76   (f) ADJ UNCH    1 2
 AB1021
 AB1021.Superseded values are not recommended for survey control.
 AB1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1021.See file dsdata.txt to determine how the superseded data were derived.
 AB1021
 AB1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ247777(NAD 83)
 AB1021_MARKER: DB = BENCH MARK DISK
 AB1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1021_STAMPING: Q 672 1942
 AB1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1021+STABILITY: SURFACE MOTION
 AB1021
 AB1021  HISTORY     - Date     Condition        Report By
 AB1021  HISTORY     - 1942     MONUMENTED       CGS
 AB1021  HISTORY     - 1951     GOOD             NGS
 AB1021
 AB1021                          STATION DESCRIPTION
 AB1021
 AB1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1021'3.9 MI SE FROM ARMSTRONG.
 AB1021'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG.
 AB1021'PROCEED EASTERLY ON GRADED ROAD.  GO 1.9 MILES TO THE ARMSTRONG RANCH
 AB1021'HOUSE.  TURN SOUTHEASTERLY (RIGHT) AROUND FENCE CORNER.  GO 1.0 MILE
 AB1021'TO A GATE.  PASS THROUGH GATE AND CONTINUE SOUTHEASTLEY 1.0 MILE ON
 AB1021'DIM TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AB1021'NORTHWEST OF A SMALL LAKE.  12 FEET EAST OF AND THE SAME ELEVATION AS
 AB1021'THE CENTERLINE OF THE ROAD.  3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN
 AB1021'MARKER POST.  AND ABOUT THE CENTER OF A SMALL FLAT.
 AB1021
 AB1021                          STATION RECOVERY (1951)
 AB1021
 AB1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0999 ***********************************************************************
 AB0999  DESIGNATION -  Q 673
 AB0999  PID         -  AB0999
 AB0999  STATE/COUNTY-  TX/WILLACY
 AB0999  USGS QUAD   -  YTURRIA (1982)
 AB0999
 AB0999                         *CURRENT SURVEY CONTROL
 AB0999  ___________________________________________________________________
 AB0999* NAD 83(1986)-  26 32 53.     (N)    097 46 24.     (W)     SCALED    
 AB0999* NAVD 88     -        11.021  (meters)      36.16   (feet)  ADJUSTED  
 AB0999  ___________________________________________________________________
 AB0999  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AB0999  DYNAMIC HT  -          11.003 (meters)      36.10  (feet)  COMP
 AB0999  MODELED GRAV-     979,052.3   (mgal)                       NAVD 88
 AB0999
 AB0999  VERT ORDER  -  FIRST     CLASS II
 AB0999
 AB0999.The horizontal coordinates were scaled from a topographic map and have
 AB0999.an estimated accuracy of +/- 6 seconds.
 AB0999
 AB0999.The orthometric height was determined by differential leveling
 AB0999.and adjusted by the National Geodetic Survey in June 1991..
 AB0999
 AB0999.The geoid height was determined by GEOID03.
 AB0999
 AB0999.The dynamic height is computed by dividing the NAVD 88
 AB0999.geopotential number by the normal gravity value computed on the
 AB0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0999.degrees latitude (g = 980.6199 gals.).
 AB0999
 AB0999.The modeled gravity was interpolated from observed gravity values.
 AB0999
 AB0999;                    North         East    Units  Estimated Accuracy
 AB0999;SPC TX S     - 5,097,860.      372,410.      MT  (+/- 180 meters Scaled)
 AB0999
 AB0999                          SUPERSEDED SURVEY CONTROL
 AB0999
 AB0999  NGVD 29 (??/??/92)   11.110  (m)           36.45   (f) ADJ UNCH    1 2
 AB0999
 AB0999.Superseded values are not recommended for survey control.
 AB0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0999.See file dsdata.txt to determine how the superseded data were derived.
 AB0999
 AB0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ221369(NAD 83)
 AB0999_MARKER: DB = BENCH MARK DISK
 AB0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0999_STAMPING: Q 673 1943
 AB0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0999+STABILITY: SURFACE MOTION
 AB0999
 AB0999  HISTORY     - Date     Condition        Report By
 AB0999  HISTORY     - 1942     MONUMENTED       CGS
 AB0999  HISTORY     - 1951     GOOD             NGS
 AB0999  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0999  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0999  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0999  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0999
 AB0999                          STATION DESCRIPTION
 AB0999
 AB0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0999'4.5 MI N FROM RAYMONDVILLE.
 AB0999'4.5 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0999'FROM THE STATION AT RAYMONDVILLE, 89 FEET EAST OF AND ACROSS THE TRACK
 AB0999'FROM MILEPOST 51, 48 FEET EAST OF THE EAST RAIL, 38 FEET WEST OF THE
 AB0999'CENTER LINE OF U.S. HIGHWAY 77, 1 FOOT EAST OF A FENCE, 3 FEET NORTH
 AB0999'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AB0999'0.3 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0999
 AB0999                          STATION RECOVERY (1981)
 AB0999
 AB0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0999'NOT RECOVERED, PROBABLY DESTROYED BY PLOWING.
 AB0999
 AB0999                          STATION RECOVERY (1987)
 AB0999
 AB0999'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0999'MARK NOT FOUND.
 AB0999
 AB0999                          STATION RECOVERY (1988)
 AB0999
 AB0999'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0999'MARK NOT FOUND.
 AB0999
 AB0999                          STATION RECOVERY (2004)
 AB0999
 AB0999'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0303 ***********************************************************************
 AB0303  DESIGNATION -  Q 675
 AB0303  PID         -  AB0303
 AB0303  STATE/COUNTY-  TX/CAMERON
 AB0303  USGS QUAD   -  LA LEONA (1982)
 AB0303
 AB0303                         *CURRENT SURVEY CONTROL
 AB0303  ___________________________________________________________________
 AB0303* NAD 83(1986)-  26 15 37.     (N)    097 27 36.     (W)     SCALED    
 AB0303* NAVD 88     -         4.842  (meters)      15.89   (feet)  ADJUSTED  
 AB0303  ___________________________________________________________________
 AB0303  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 AB0303  DYNAMIC HT  -           4.834 (meters)      15.86  (feet)  COMP
 AB0303  MODELED GRAV-     979,058.1   (mgal)                       NAVD 88
 AB0303
 AB0303  VERT ORDER  -  SECOND    CLASS 0
 AB0303
 AB0303.The horizontal coordinates were scaled from a topographic map and have
 AB0303.an estimated accuracy of +/- 6 seconds.
 AB0303
 AB0303.The orthometric height was determined by differential leveling
 AB0303.and adjusted by the National Geodetic Survey in June 1991..
 AB0303
 AB0303.The geoid height was determined by GEOID03.
 AB0303
 AB0303.The dynamic height is computed by dividing the NAVD 88
 AB0303.geopotential number by the normal gravity value computed on the
 AB0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0303.degrees latitude (g = 980.6199 gals.).
 AB0303
 AB0303.The modeled gravity was interpolated from observed gravity values.
 AB0303
 AB0303;                    North         East    Units  Estimated Accuracy
 AB0303;SPC TX S     - 5,066,200.      403,890.      MT  (+/- 180 meters Scaled)
 AB0303
 AB0303                          SUPERSEDED SURVEY CONTROL
 AB0303
 AB0303  NGVD 29 (??/??/92)    4.946  (m)           16.23   (f) ADJ UNCH    2 0
 AB0303
 AB0303.Superseded values are not recommended for survey control.
 AB0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0303.See file dsdata.txt to determine how the superseded data were derived.
 AB0303
 AB0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ537054(NAD 83)
 AB0303_MARKER: DB = BENCH MARK DISK
 AB0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0303_STAMPING: Q 675 1942
 AB0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0303+STABILITY: SURFACE MOTION
 AB0303
 AB0303  HISTORY     - Date     Condition        Report By
 AB0303  HISTORY     - 1942     MONUMENTED       CGS
 AB0303  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0303  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0303  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0303  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0303
 AB0303                          STATION DESCRIPTION
 AB0303
 AB0303'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0303'10.1 MI NE FROM RIO HONDO.
 AB0303'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0303'HONDO, CAMERON COUNTY, 6.2 MILES EAST ALONG A PAVED ROAD, AND 3.0
 AB0303'MILES NORTH ALONG A GRADED ROAD.  AT A ROAD INTERSECTION, 64 FEET WEST
 AB0303'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 33 FEET SOUTH OF THE
 AB0303'CENTERLINE OF THE EAST-AND-WEST ROAD, 3 FEET EAST OF A WHITE WOODEN
 AB0303'WITNESS POST, AND 2 FEET SOUTH OF A RIGHT-OF-WAY FENCE.  A STANDARD
 AB0303'DISK, STAMPED Q 675 1942 AND SET IN THE TOP OF A CONCRETE POST
 AB0303'PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- THE AREA HAS BEEN PLOUGHED
 AB0303'AND PLANTED.  THE PLOUGHING WAS DONE NEARLY TO THE EDGE OF THE ROAD,
 AB0303'AND A DRAIN DITCH WAS MADE.  THE MARK WAS NOT RECOVERED-- IT MAY HAVE
 AB0303'BEEN DESTROYED.
 AB0303
 AB0303                          STATION RECOVERY (1987)
 AB0303
 AB0303'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0303'MARK NOT FOUND.
 AB0303
 AB0303                          STATION RECOVERY (1991)
 AB0303
 AB0303'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0303'MARK NOT FOUND.
 AB0303
 AB0303                          STATION RECOVERY (1993)
 AB0303
 AB0303'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0326 ***********************************************************************
 AB0326  DESIGNATION -  Q 676
 AB0326  PID         -  AB0326
 AB0326  STATE/COUNTY-  TX/CAMERON
 AB0326  USGS QUAD   -  THREE ISLANDS (1983)
 AB0326
 AB0326                         *CURRENT SURVEY CONTROL
 AB0326  ___________________________________________________________________
 AB0326* NAD 83(1986)-  26 15 23.     (N)    097 21 04.     (W)     SCALED    
 AB0326* NAVD 88     -         4.427  (meters)      14.52   (feet)  ADJUSTED  
 AB0326  ___________________________________________________________________
 AB0326  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 AB0326  DYNAMIC HT  -           4.420 (meters)      14.50  (feet)  COMP
 AB0326  MODELED GRAV-     979,067.2   (mgal)                       NAVD 88
 AB0326
 AB0326  VERT ORDER  -  SECOND    CLASS 0
 AB0326
 AB0326.The horizontal coordinates were scaled from a topographic map and have
 AB0326.an estimated accuracy of +/- 6 seconds.
 AB0326
 AB0326.The orthometric height was determined by differential leveling
 AB0326.and adjusted by the National Geodetic Survey in June 1991..
 AB0326
 AB0326.The geoid height was determined by GEOID03.
 AB0326
 AB0326.The dynamic height is computed by dividing the NAVD 88
 AB0326.geopotential number by the normal gravity value computed on the
 AB0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0326.degrees latitude (g = 980.6199 gals.).
 AB0326
 AB0326.The modeled gravity was interpolated from observed gravity values.
 AB0326
 AB0326;                    North         East    Units  Estimated Accuracy
 AB0326;SPC TX S     - 5,065,860.      414,770.      MT  (+/- 180 meters Scaled)
 AB0326
 AB0326                          SUPERSEDED SURVEY CONTROL
 AB0326
 AB0326  NGVD 29 (??/??/92)    4.528  (m)           14.86   (f) ADJ UNCH    2 0
 AB0326
 AB0326.Superseded values are not recommended for survey control.
 AB0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0326.See file dsdata.txt to determine how the superseded data were derived.
 AB0326
 AB0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ646051(NAD 83)
 AB0326_MARKER: DB = BENCH MARK DISK
 AB0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0326_SP_SET: CONCRETE POST
 AB0326_STAMPING: Q 676 1942
 AB0326_MARK LOGO: CGS   
 AB0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0326+STABILITY: SURFACE MOTION
 AB0326
 AB0326  HISTORY     - Date     Condition        Report By
 AB0326  HISTORY     - 1942     MONUMENTED       CGS
 AB0326  HISTORY     - 1962     GOOD             NGS
 AB0326  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0326  HISTORY     - 19930217 GOOD             USPSQD
 AB0326
 AB0326                          STATION DESCRIPTION
 AB0326
 AB0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0326'3.1 MI E FROM RIO HONDO.
 AB0326'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0326'MISSOURI PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0326'EAST ALONG A PAVED ROAD, AND 4.5 MILES NORTH ALONG A ROAD.  0.6 MILE
 AB0326'SOUTHEAST OF AN ABANDONED SERVICE STATION, 0.5 MILE EAST OF THE BUENA
 AB0326'VISTA RANCH BUILDINGS, AT A ROAD INTERSECTION, 153 FEET NORTH OF THE
 AB0326'CENTERLINE OF THE EAST-AND-WEST ROAD, 39 FEET EAST OF AND 2 FEET
 AB0326'HIGHER THAN THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 3 FEET
 AB0326'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 676
 AB0326'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AB0326'GROUND.
 AB0326
 AB0326                          STATION RECOVERY (1991)
 AB0326
 AB0326'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0326'MARK NOT FOUND.
 AB0326
 AB0326                          STATION RECOVERY (1993)
 AB0326
 AB0326'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0631 ***********************************************************************
 AB0631  DESIGNATION -  Q 677
 AB0631  PID         -  AB0631
 AB0631  STATE/COUNTY-  TX/CAMERON
 AB0631  USGS QUAD   -  RIO HONDO (1980)
 AB0631
 AB0631                         *CURRENT SURVEY CONTROL
 AB0631  ___________________________________________________________________
 AB0631* NAD 83(1986)-  26 09 13.     (N)    097 36 33.     (W)     SCALED    
 AB0631* NAVD 88     -        11.407  (meters)      37.42   (feet)  ADJUSTED  
 AB0631  ___________________________________________________________________
 AB0631  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 AB0631  DYNAMIC HT  -          11.388 (meters)      37.36  (feet)  COMP
 AB0631  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 AB0631
 AB0631  VERT ORDER  -  SECOND    CLASS 0
 AB0631
 AB0631.The horizontal coordinates were scaled from a topographic map and have
 AB0631.an estimated accuracy of +/- 6 seconds.
 AB0631
 AB0631.The orthometric height was determined by differential leveling
 AB0631.and adjusted by the National Geodetic Survey in June 1991..
 AB0631
 AB0631.The geoid height was determined by GEOID03.
 AB0631
 AB0631.The dynamic height is computed by dividing the NAVD 88
 AB0631.geopotential number by the normal gravity value computed on the
 AB0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0631.degrees latitude (g = 980.6199 gals.).
 AB0631
 AB0631.The modeled gravity was interpolated from observed gravity values.
 AB0631
 AB0631;                    North         East    Units  Estimated Accuracy
 AB0631;SPC TX S     - 5,054,270.      389,070.      MT  (+/- 180 meters Scaled)
 AB0631
 AB0631                          SUPERSEDED SURVEY CONTROL
 AB0631
 AB0631  NGVD 29 (??/??/92)   11.511  (m)           37.77   (f) ADJ UNCH    2 0
 AB0631
 AB0631.Superseded values are not recommended for survey control.
 AB0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0631.See file dsdata.txt to determine how the superseded data were derived.
 AB0631
 AB0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP390934(NAD 83)
 AB0631_MARKER: DD = SURVEY DISK
 AB0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0631_SP_SET: CULVERT
 AB0631_STAMPING: Q 677 1942
 AB0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0631
 AB0631  HISTORY     - Date     Condition        Report By
 AB0631  HISTORY     - 1942     MONUMENTED
 AB0631  HISTORY     - 1942     GOOD             NGS
 AB0631  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0631  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0631
 AB0631                          STATION DESCRIPTION
 AB0631
 AB0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0631'1.9 MI NE FROM SAN BENITO.
 AB0631'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0631'SAN BENITO, CAMERON COUNTY, 0.1 MILE SOUTHEAST ALONG A PAVED ROAD
 AB0631'LEADING TO BAYVIEW.  35 FEET NORTHEAST OF AND 3 FEET HIGHER THAN THE
 AB0631'CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 AB0631'THE TOP OF THE NORTHEAST HEADWALL.  A CAMERON COUNTY STANDARD DISK,
 AB0631'STAMPED Q 677 1942.
 AB0631
 AB0631                          STATION RECOVERY (1987)
 AB0631
 AB0631'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0631'MARK NOT FOUND.
 AB0631
 AB0631                          STATION RECOVERY (1988)
 AB0631
 AB0631'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0209 ***********************************************************************
 AB0209  DESIGNATION -  Q 678
 AB0209  PID         -  AB0209
 AB0209  STATE/COUNTY-  TX/CAMERON
 AB0209  USGS QUAD   -  LOS FRESNOS (1983)
 AB0209
 AB0209                         *CURRENT SURVEY CONTROL
 AB0209  ___________________________________________________________________
 AB0209* NAD 83(1986)-  26 01 40.     (N)    097 24 27.     (W)     SCALED    
 AB0209* NAVD 88     -         2.227  (meters)       7.31   (feet)  ADJUSTED  
 AB0209  ___________________________________________________________________
 AB0209  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB0209  DYNAMIC HT  -           2.224 (meters)       7.30  (feet)  COMP
 AB0209  MODELED GRAV-     979,046.9   (mgal)                       NAVD 88
 AB0209
 AB0209  VERT ORDER  -  FIRST     CLASS II
 AB0209
 AB0209.The horizontal coordinates were scaled from a topographic map and have
 AB0209.an estimated accuracy of +/- 6 seconds.
 AB0209
 AB0209.The orthometric height was determined by differential leveling
 AB0209.and adjusted by the National Geodetic Survey in June 1991..
 AB0209
 AB0209.The geoid height was determined by GEOID03.
 AB0209
 AB0209.The dynamic height is computed by dividing the NAVD 88
 AB0209.geopotential number by the normal gravity value computed on the
 AB0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0209.degrees latitude (g = 980.6199 gals.).
 AB0209
 AB0209.The modeled gravity was interpolated from observed gravity values.
 AB0209
 AB0209;                    North         East    Units  Estimated Accuracy
 AB0209;SPC TX S     - 5,040,480.      409,360.      MT  (+/- 180 meters Scaled)
 AB0209
 AB0209                          SUPERSEDED SURVEY CONTROL
 AB0209
 AB0209  NGVD 29 (??/??/92)    2.33   (m)            7.6    (f) COMPUTED    1 2
 AB0209
 AB0209.Superseded values are not recommended for survey control.
 AB0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0209.See file dsdata.txt to determine how the superseded data were derived.
 AB0209
 AB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP593797(NAD 83)
 AB0209_MARKER: DB = BENCH MARK DISK
 AB0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0209_STAMPING: Q 678 1942
 AB0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0209+STABILITY: SURFACE MOTION
 AB0209
 AB0209  HISTORY     - Date     Condition        Report By
 AB0209  HISTORY     - 1942     MONUMENTED       CGS
 AB0209  HISTORY     - 1951     GOOD             NGS
 AB0209  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0209  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0209  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0209  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0209
 AB0209                          STATION DESCRIPTION
 AB0209
 AB0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0209'8.8 MI S FROM LOS FRESNOS.
 AB0209'5.8 MILES EAST ALONG STATE HIGHWAY 100 FROM ITS INTERSECTION WITH
 AB0209'PAREDES ROAD AT LOS FRESNOS, THENCE 3.0 MILES SOUTHWEST ALONG THE
 AB0209'BROWNSVILLE AND PORT ISABEL ROAD, 0.1 MILE NORTH OF A SMALL WOODEN
 AB0209'BRIDGE, 43 FEET EAST OF THE CENTER LINE OF THE ROAD, 18 FEET EAST OF A
 AB0209'FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AB0209'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AB0209
 AB0209                          STATION RECOVERY (1981)
 AB0209
 AB0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0209'NOT RECOVERED THIS DATE.
 AB0209
 AB0209                          STATION RECOVERY (1987)
 AB0209
 AB0209'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0209'MARK NOT FOUND.
 AB0209
 AB0209                          STATION RECOVERY (1987)
 AB0209
 AB0209'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AB0209'MARK NOT FOUND.
 AB0209
 AB0209                          STATION RECOVERY (1991)
 AB0209
 AB0209'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0098 ***********************************************************************
 AB0098  DESIGNATION -  Q 679
 AB0098  PID         -  AB0098
 AB0098  STATE/COUNTY-  TX/CAMERON
 AB0098  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0098
 AB0098                         *CURRENT SURVEY CONTROL
 AB0098  ___________________________________________________________________
 AB0098* NAD 83(1986)-  25 55 33.     (N)    097 24 25.     (W)     SCALED    
 AB0098* NAVD 88     -         5.905  (meters)      19.37   (feet)  ADJUSTED  
 AB0098  ___________________________________________________________________
 AB0098  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 AB0098  DYNAMIC HT  -           5.896 (meters)      19.34  (feet)  COMP
 AB0098  MODELED GRAV-     979,038.1   (mgal)                       NAVD 88
 AB0098
 AB0098  VERT ORDER  -  SECOND    CLASS 0
 AB0098
 AB0098.The horizontal coordinates were scaled from a topographic map and have
 AB0098.an estimated accuracy of +/- 6 seconds.
 AB0098
 AB0098.The orthometric height was determined by differential leveling
 AB0098.and adjusted by the National Geodetic Survey in June 1991..
 AB0098
 AB0098.The geoid height was determined by GEOID03.
 AB0098
 AB0098.The dynamic height is computed by dividing the NAVD 88
 AB0098.geopotential number by the normal gravity value computed on the
 AB0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0098.degrees latitude (g = 980.6199 gals.).
 AB0098
 AB0098.The modeled gravity was interpolated from observed gravity values.
 AB0098
 AB0098;                    North         East    Units  Estimated Accuracy
 AB0098;SPC TX S     - 5,029,190.      409,510.      MT  (+/- 180 meters Scaled)
 AB0098
 AB0098                          SUPERSEDED SURVEY CONTROL
 AB0098
 AB0098  NGVD 29 (??/??/92)    6.001  (m)           19.69   (f) ADJ UNCH    2 0
 AB0098
 AB0098.Superseded values are not recommended for survey control.
 AB0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0098.See file dsdata.txt to determine how the superseded data were derived.
 AB0098
 AB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP595684(NAD 83)
 AB0098_MARKER: DB = BENCH MARK DISK
 AB0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0098_STAMPING: Q 679 1942
 AB0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0098+STABILITY: SURFACE MOTION
 AB0098
 AB0098  HISTORY     - Date     Condition        Report By
 AB0098  HISTORY     - 1942     MONUMENTED       CGS
 AB0098  HISTORY     - 1955     MARK NOT FOUND   NGS
 AB0098  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0098  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0098
 AB0098                          STATION DESCRIPTION
 AB0098
 AB0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 AB0098'2.1 MI S FROM PORT BROWNSVILLE.
 AB0098'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 48 FROM THE OFFICE OF THE
 AB0098'HARBOR MASTER AT PORT BROWNSVILLE, CAMERON COUNTY, THENCE 1.8 MILES
 AB0098'SOUTH ALONG FARM ROAD 511.  0.6 MILE NORTH OF THE INTERSECTION OF
 AB0098'STATE HIGHWAY 4, 90 FEET NORTH OF A PIPE CULVERT, 30 FEET EAST OF THE
 AB0098'CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AB0098'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL
 AB0098'OF THE ROAD.  A STANDARD DISK, STAMPED Q 679 1942 AND SET IN THE TOP
 AB0098'OF A 6- BY 6-INCH CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AB0098
 AB0098                          STATION RECOVERY (1990)
 AB0098
 AB0098'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0098'MARK NOT FOUND.
 AB0098
 AB0098                          STATION RECOVERY (1991)
 AB0098
 AB0098'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0843 ***********************************************************************
 AB0843  DESIGNATION -  Q 680
 AB0843  PID         -  AB0843
 AB0843  STATE/COUNTY-  TX/CAMERON
 AB0843  USGS QUAD   -  LA PALOMA (1970)
 AB0843
 AB0843                         *CURRENT SURVEY CONTROL
 AB0843  ___________________________________________________________________
 AB0843* NAD 83(1986)-  26 04 24.     (N)    097 38 25.     (W)     SCALED    
 AB0843* NAVD 88     -        13.738  (meters)      45.07   (feet)  ADJUSTED  
 AB0843  ___________________________________________________________________
 AB0843  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AB0843  DYNAMIC HT  -          13.716 (meters)      45.00  (feet)  COMP
 AB0843  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 AB0843
 AB0843  VERT ORDER  -  SECOND    CLASS 0
 AB0843
 AB0843.The horizontal coordinates were scaled from a topographic map and have
 AB0843.an estimated accuracy of +/- 6 seconds.
 AB0843
 AB0843.The orthometric height was determined by differential leveling
 AB0843.and adjusted by the National Geodetic Survey in June 1991..
 AB0843
 AB0843.The geoid height was determined by GEOID03.
 AB0843
 AB0843.The dynamic height is computed by dividing the NAVD 88
 AB0843.geopotential number by the normal gravity value computed on the
 AB0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0843.degrees latitude (g = 980.6199 gals.).
 AB0843
 AB0843.The modeled gravity was interpolated from observed gravity values.
 AB0843
 AB0843;                    North         East    Units  Estimated Accuracy
 AB0843;SPC TX S     - 5,045,350.      386,020.      MT  (+/- 180 meters Scaled)
 AB0843
 AB0843                          SUPERSEDED SURVEY CONTROL
 AB0843
 AB0843  NGVD 29 (??/??/92)   13.842  (m)           45.41   (f) ADJ UNCH    2 0
 AB0843
 AB0843.Superseded values are not recommended for survey control.
 AB0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0843.See file dsdata.txt to determine how the superseded data were derived.
 AB0843
 AB0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP360845(NAD 83)
 AB0843_MARKER: DB = BENCH MARK DISK
 AB0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0843_SP_SET: IRRIGATION-CANAL
 AB0843_STAMPING: Q 680 1942
 AB0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0843
 AB0843  HISTORY     - Date     Condition        Report By
 AB0843  HISTORY     - 1942     MONUMENTED       CGS
 AB0843
 AB0843                          STATION DESCRIPTION
 AB0843
 AB0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0843'5.5 MI S FROM SAN BENITO.
 AB0843'5.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AB0843'AT SAN BENITO, CAMERON COUNTY, 3.3 MILES SOUTHWEST ALONG A DIRT ROAD.
 AB0843'AT THE INTERSECTION OF A DIRT ROAD LEADING NORTHWEST, 92 FEET
 AB0843'SOUTHWEST ACROSS THE ROAD FROM A SMALL STUCCO FARMHOUSE, 82 FEET
 AB0843'NORTHWEST OF THE CENTERLINE OF THE MAIN ROAD, 48 FEET SOUTHWEST OF THE
 AB0843'CENTERLINE OF THE SIDE ROAD, IN THE TOP OF THE SOUTHEAST END OF A
 AB0843'CONCRETE IRRIGATION-CANAL CONTROL GATE, AND ABOUT 2-1/2 FEET HIGHER
 AB0843'THAN THE ROAD.  A STANDARD DISK, STAMPED Q 680 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0890 ***********************************************************************
 AB0890  DESIGNATION -  Q 681
 AB0890  PID         -  AB0890
 AB0890  STATE/COUNTY-  TX/CAMERON
 AB0890  USGS QUAD   -  LA PALOMA (1970)
 AB0890
 AB0890                         *CURRENT SURVEY CONTROL
 AB0890  ___________________________________________________________________
 AB0890* NAD 83(1986)-  26 02 51.     (N)    097 43 01.     (W)     SCALED    
 AB0890* NAVD 88     -        14.633  (meters)      48.01   (feet)  ADJUSTED  
 AB0890  ___________________________________________________________________
 AB0890  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AB0890  DYNAMIC HT  -          14.609 (meters)      47.93  (feet)  COMP
 AB0890  MODELED GRAV-     979,019.4   (mgal)                       NAVD 88
 AB0890
 AB0890  VERT ORDER  -  SECOND    CLASS 0
 AB0890
 AB0890.The horizontal coordinates were scaled from a topographic map and have
 AB0890.an estimated accuracy of +/- 6 seconds.
 AB0890
 AB0890.The orthometric height was determined by differential leveling
 AB0890.and adjusted by the National Geodetic Survey in June 1991..
 AB0890
 AB0890.The geoid height was determined by GEOID03.
 AB0890
 AB0890.The dynamic height is computed by dividing the NAVD 88
 AB0890.geopotential number by the normal gravity value computed on the
 AB0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0890.degrees latitude (g = 980.6199 gals.).
 AB0890
 AB0890.The modeled gravity was interpolated from observed gravity values.
 AB0890
 AB0890;                    North         East    Units  Estimated Accuracy
 AB0890;SPC TX S     - 5,042,440.      378,370.      MT  (+/- 180 meters Scaled)
 AB0890
 AB0890                          SUPERSEDED SURVEY CONTROL
 AB0890
 AB0890  NGVD 29 (??/??/92)   14.737  (m)           48.35   (f) ADJ UNCH    2 0
 AB0890
 AB0890.Superseded values are not recommended for survey control.
 AB0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0890.See file dsdata.txt to determine how the superseded data were derived.
 AB0890
 AB0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP283815(NAD 83)
 AB0890_MARKER: DD = SURVEY DISK
 AB0890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0890_SP_SET: CULVERT
 AB0890_STAMPING: Q 681 1942
 AB0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0890
 AB0890  HISTORY     - Date     Condition        Report By
 AB0890  HISTORY     - 1942     MONUMENTED
 AB0890  HISTORY     - 1942     GOOD             NGS
 AB0890
 AB0890                          STATION DESCRIPTION
 AB0890
 AB0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0890'1.3 MI W FROM LANDRUM.
 AB0890'1.3 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0890'LANDRUM, CAMERON COUNTY, 70 FEET NORTHWEST OF REA CO-OP POLE NO.
 AB0890'15V83, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 AB0890'THE TOP OF THE SOUTH HEADWALL, 25 FEET SOUTH OF THE CENTERLINE OF THE
 AB0890'HIGHWAY, AND ABOUT 3-1/2 FEET LOWER THAN THE HIGHWAY.  A CAMERON
 AB0890'COUNTY STANDARD DISK, STAMPED Q 681 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0802 ***********************************************************************
 AB0802  DESIGNATION -  Q 682
 AB0802  PID         -  AB0802
 AB0802  STATE/COUNTY-  TX/CAMERON
 AB0802  USGS QUAD   -  LA FERIA (1970)
 AB0802
 AB0802                         *CURRENT SURVEY CONTROL
 AB0802  ___________________________________________________________________
 AB0802* NAD 83(1986)-  26 07 46.     (N)    097 49 25.     (W)     SCALED    
 AB0802* NAVD 88     -        18.387  (meters)      60.32   (feet)  ADJUSTED  
 AB0802  ___________________________________________________________________
 AB0802  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AB0802  DYNAMIC HT  -          18.357 (meters)      60.23  (feet)  COMP
 AB0802  MODELED GRAV-     979,020.4   (mgal)                       NAVD 88
 AB0802
 AB0802  VERT ORDER  -  SECOND    CLASS 0
 AB0802
 AB0802.The horizontal coordinates were scaled from a topographic map and have
 AB0802.an estimated accuracy of +/- 6 seconds.
 AB0802
 AB0802.The orthometric height was determined by differential leveling
 AB0802.and adjusted by the National Geodetic Survey in June 1991..
 AB0802
 AB0802.The geoid height was determined by GEOID03.
 AB0802
 AB0802.The dynamic height is computed by dividing the NAVD 88
 AB0802.geopotential number by the normal gravity value computed on the
 AB0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0802.degrees latitude (g = 980.6199 gals.).
 AB0802
 AB0802.The modeled gravity was interpolated from observed gravity values.
 AB0802
 AB0802;                    North         East    Units  Estimated Accuracy
 AB0802;SPC TX S     - 5,051,460.      367,640.      MT  (+/- 180 meters Scaled)
 AB0802
 AB0802                          SUPERSEDED SURVEY CONTROL
 AB0802
 AB0802  NGVD 29 (??/??/92)   18.501  (m)           60.70   (f) ADJ UNCH    2 0
 AB0802
 AB0802.Superseded values are not recommended for survey control.
 AB0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0802.See file dsdata.txt to determine how the superseded data were derived.
 AB0802
 AB0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176905(NAD 83)
 AB0802_MARKER: DD = SURVEY DISK
 AB0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0802_SP_SET: ABUTMENT
 AB0802_STAMPING: Q 682 1942
 AB0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0802
 AB0802  HISTORY     - Date     Condition        Report By
 AB0802  HISTORY     - 1942     MONUMENTED
 AB0802  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0802  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0802  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0802
 AB0802                          STATION DESCRIPTION
 AB0802
 AB0802'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0802'3.7 MI N FROM BLUETOWN.
 AB0802'3.7 MILES NORTH ALONG DUKES HIGHWAY FROM THE INTERSECTION OF U.S.
 AB0802'HIGHWAY 281 AT BLUETOWN, CAMERON COUNTY, AT A LARGE STEEL BRIDGE OVER
 AB0802'ARROYO COLORADO, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT, 11
 AB0802'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 AB0802'HIGHWAY.
 AB0802
 AB0802                          STATION RECOVERY (1991)
 AB0802
 AB0802'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0802'MARK NOT FOUND.
 AB0802
 AB0802                          STATION RECOVERY (1993)
 AB0802
 AB0802'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0258 ***********************************************************************
 AE0258  DESIGNATION -  Q 683
 AE0258  PID         -  AE0258
 AE0258  STATE/COUNTY-  TX/HIDALGO
 AE0258  USGS QUAD   -  SAN JUAN SE (1962)
 AE0258
 AE0258                         *CURRENT SURVEY CONTROL
 AE0258  ___________________________________________________________________
 AE0258* NAD 83(1986)-  26 04 52.     (N)    098 06 13.     (W)     SCALED    
 AE0258* NAVD 88     -        26.751  (meters)      87.77   (feet)  POSTED    
 AE0258  ___________________________________________________________________
 AE0258  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AE0258  DYNAMIC HT  -          26.710 (meters)      87.63  (feet)  COMP
 AE0258  MODELED GRAV-     978,990.5   (mgal)                       NAVD 88
 AE0258
 AE0258  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0258
 AE0258.The horizontal coordinates were scaled from a topographic map and have
 AE0258.an estimated accuracy of +/- 6 seconds.
 AE0258
 AE0258.The orthometric height was determined by differential leveling
 AE0258.and adjusted by the National Geodetic Survey in 1992..
 AE0258.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0258.rate of 0.0 thru 1.0 mm/km.
 AE0258
 AE0258.The geoid height was determined by GEOID03.
 AE0258
 AE0258.The dynamic height is computed by dividing the NAVD 88
 AE0258.geopotential number by the normal gravity value computed on the
 AE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0258.degrees latitude (g = 980.6199 gals.).
 AE0258
 AE0258.The modeled gravity was interpolated from observed gravity values.
 AE0258
 AE0258;                    North         East    Units  Estimated Accuracy
 AE0258;SPC TX S     - 5,045,980.      339,660.      MT  (+/- 180 meters Scaled)
 AE0258
 AE0258                          SUPERSEDED SURVEY CONTROL
 AE0258
 AE0258  NGVD 29 (??/??/92)   26.867  (m)           88.15   (f) ADJ UNCH    2 0
 AE0258
 AE0258.Superseded values are not recommended for survey control.
 AE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0258.See file dsdata.txt to determine how the superseded data were derived.
 AE0258
 AE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP896849(NAD 83)
 AE0258_MARKER: DD = SURVEY DISK
 AE0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0258_STAMPING: Q 683 1942
 AE0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0258+STABILITY: SURFACE MOTION
 AE0258
 AE0258  HISTORY     - Date     Condition        Report By
 AE0258  HISTORY     - 1942     MONUMENTED       IBC
 AE0258  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0258
 AE0258                          STATION DESCRIPTION
 AE0258
 AE0258'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0258'2.8 MI W FROM RAY PAUL.
 AE0258'2.8 MILES WEST ALONG MILITARY ROAD FROM RUN SCHOOL NO. 1 AT RAY PAUL,
 AE0258'HIDALGO COUNTY, 80 YARDS WEST OF THE JUNCTION OF A DIRT ROAD LEADING
 AE0258'NORTH, 105 FEET NORTHWEST ACROSS THE ROAD FROM POLE 560, ON THE SOUTH
 AE0258'SIDE OF AN IRRIGATION CANAL, 47 FEET NORTH OF THE CENTERLINE OF THE
 AE0258'ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 AE0258'HIGHER THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 AE0258'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0752 ***********************************************************************
 AB0752  DESIGNATION -  Q 684
 AB0752  PID         -  AB0752
 AB0752  STATE/COUNTY-  TX/CAMERON
 AB0752  USGS QUAD   -  LA FERIA (1970)
 AB0752
 AB0752                         *CURRENT SURVEY CONTROL
 AB0752  ___________________________________________________________________
 AB0752* NAD 83(1986)-  26 12 32.     (N)    097 49 28.     (W)     SCALED    
 AB0752* NAVD 88     -        15.183  (meters)      49.81   (feet)  ADJUSTED  
 AB0752  ___________________________________________________________________
 AB0752  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AB0752  DYNAMIC HT  -          15.159 (meters)      49.73  (feet)  COMP
 AB0752  MODELED GRAV-     979,027.6   (mgal)                       NAVD 88
 AB0752
 AB0752  VERT ORDER  -  SECOND    CLASS 0
 AB0752
 AB0752.The horizontal coordinates were scaled from a topographic map and have
 AB0752.an estimated accuracy of +/- 6 seconds.
 AB0752
 AB0752.The orthometric height was determined by differential leveling
 AB0752.and adjusted by the National Geodetic Survey in June 1991..
 AB0752
 AB0752.The geoid height was determined by GEOID03.
 AB0752
 AB0752.The dynamic height is computed by dividing the NAVD 88
 AB0752.geopotential number by the normal gravity value computed on the
 AB0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0752.degrees latitude (g = 980.6199 gals.).
 AB0752
 AB0752.The modeled gravity was interpolated from observed gravity values.
 AB0752
 AB0752;                    North         East    Units  Estimated Accuracy
 AB0752;SPC TX S     - 5,060,260.      367,510.      MT  (+/- 180 meters Scaled)
 AB0752
 AB0752                          SUPERSEDED SURVEY CONTROL
 AB0752
 AB0752  NGVD 29 (??/??/92)   15.293  (m)           50.17   (f) ADJ UNCH    2 0
 AB0752
 AB0752.Superseded values are not recommended for survey control.
 AB0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0752.See file dsdata.txt to determine how the superseded data were derived.
 AB0752
 AB0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP174993(NAD 83)
 AB0752_MARKER: DD = SURVEY DISK
 AB0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0752_SP_SET: CULVERT
 AB0752_STAMPING: Q 684 1942
 AB0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0752
 AB0752  HISTORY     - Date     Condition        Report By
 AB0752  HISTORY     - 1942     MONUMENTED
 AB0752  HISTORY     - 1942     GOOD             NGS
 AB0752
 AB0752                          STATION DESCRIPTION
 AB0752
 AB0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0752'2.9 MI S FROM SANTA ROSA.
 AB0752'TO REACH FROM THE NORTH SCHOOL AT SANTA ROSA, PROCEED 3.1 (STADIA)
 AB0752'MILES SOUTHERLY ALONG DUKES HIGHWAY TO THE INTERSECTION OF A DIRT
 AB0752'CROSS ROAD AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 AB0752'THE CENTER AND TOP OF THE SOUTH HEADWALL OF A 2.0 FOOT CONCRETE PIPE
 AB0752'CULVERT UNDER THE DIRT CROSS ROAD.  IT IS 32.6 FEET WEST OF AND ABOUT
 AB0752'0.5 FOOT BELOW THE CENTERLINE OF THE HIGHWAY, 17.8 FEET SOUTH OF THE
 AB0752'CENTERLINE OF THE DIRT CROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0300 ***********************************************************************
 AE0300  DESIGNATION -  Q 685 RESET
 AE0300  PID         -  AE0300
 AE0300  STATE/COUNTY-  TX/HIDALGO
 AE0300  USGS QUAD   -  LA JOYA (1982)
 AE0300
 AE0300                         *CURRENT SURVEY CONTROL
 AE0300  ___________________________________________________________________
 AE0300* NAD 83(1986)-  26 12 41.     (N)    098 25 14.     (W)     SCALED    
 AE0300* NAVD 88     -        36.95   (+/-2cm)     121.2    (feet)  VERTCON   
 AE0300  ___________________________________________________________________
 AE0300  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0300
 AE0300  VERT ORDER  -  THIRD (See Below)
 AE0300
 AE0300.The horizontal coordinates were scaled from a topographic map and have
 AE0300.an estimated accuracy of +/- 6 seconds.
 AE0300
 AE0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE0300.The vertical order pertains to the NGVD 29 superseded value.
 AE0300
 AE0300.The geoid height was determined by GEOID03.
 AE0300
 AE0300;                    North         East    Units  Estimated Accuracy
 AE0300;SPC TX S     - 5,060,360.      307,940.      MT  (+/- 180 meters Scaled)
 AE0300
 AE0300                          SUPERSEDED SURVEY CONTROL
 AE0300
 AE0300  NGVD 29 (01/29/03)   37.04   (m)          121.5    (f) RESET       3  
 AE0300
 AE0300.Superseded values are not recommended for survey control.
 AE0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0300.See file dsdata.txt to determine how the superseded data were derived.
 AE0300
 AE0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP578992(NAD 83)
 AE0300_MARKER: DB = BENCH MARK DISK
 AE0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0300_STAMPING: Q 685 RESET 1951
 AE0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0300+STABILITY: SURFACE MOTION
 AE0300
 AE0300  HISTORY     - Date     Condition        Report By
 AE0300  HISTORY     - 1951     MONUMENTED       TXHD
 AE0300  HISTORY     - 19920409 MARK NOT FOUND   USPSQD
 AE0300
 AE0300                          STATION DESCRIPTION
 AE0300
 AE0300'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0300'IN ABRAM.
 AE0300'AT THE WESTERN LIMIT OF THE VILLAGE OF ABRAM, 39 FEET NORTH OF THE
 AE0300'CENTERLINE OF FARM TO MARKET ROAD NO 1472, OPPOSITE THE VILLAGE LIMIT
 AE0300'SIGN, 1 FOOR OUTSIDE THE FENCE LINE, 3 FEET WEST OF THE WEST GATE POST
 AE0300'OF A ROAD LEADING TO A CULTIVATED FIELD.  1.1 MILES WEST OF THE CHURCH
 AE0300'AT ABRAM.  A STANDARD DISK STAMPED Q 685 RESET 1951 AND SET IN THE TOP
 AE0300'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 AE0300
 AE0300                          STATION RECOVERY (1992)
 AE0300
 AE0300'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0528 ***********************************************************************
 AE0528  DESIGNATION -  Q 686
 AE0528  PID         -  AE0528
 AE0528  STATE/COUNTY-  TX/HIDALGO
 AE0528  USGS QUAD   -  ALTON (1963)
 AE0528
 AE0528                         *CURRENT SURVEY CONTROL
 AE0528  ___________________________________________________________________
 AE0528* NAD 83(1986)-  26 19 08.     (N)    098 19 56.     (W)     SCALED    
 AE0528* NAVD 88     -        53.598  (meters)     175.85   (feet)  ADJUSTED  
 AE0528  ___________________________________________________________________
 AE0528  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE0528  DYNAMIC HT  -          53.509 (meters)     175.55  (feet)  COMP
 AE0528  MODELED GRAV-     979,001.6   (mgal)                       NAVD 88
 AE0528
 AE0528  VERT ORDER  -  SECOND    CLASS 0
 AE0528
 AE0528.The horizontal coordinates were scaled from a topographic map and have
 AE0528.an estimated accuracy of +/- 6 seconds.
 AE0528
 AE0528.The orthometric height was determined by differential leveling
 AE0528.and adjusted by the National Geodetic Survey in June 1991..
 AE0528
 AE0528.The geoid height was determined by GEOID03.
 AE0528
 AE0528.The dynamic height is computed by dividing the NAVD 88
 AE0528.geopotential number by the normal gravity value computed on the
 AE0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0528.degrees latitude (g = 980.6199 gals.).
 AE0528
 AE0528.The modeled gravity was interpolated from observed gravity values.
 AE0528
 AE0528;                    North         East    Units  Estimated Accuracy
 AE0528;SPC TX S     - 5,072,270.      316,750.      MT  (+/- 180 meters Scaled)
 AE0528
 AE0528                          SUPERSEDED SURVEY CONTROL
 AE0528
 AE0528  NGVD 29 (??/??/92)   53.697  (m)          176.17   (f) ADJ UNCH    2 0
 AE0528
 AE0528.Superseded values are not recommended for survey control.
 AE0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0528.See file dsdata.txt to determine how the superseded data were derived.
 AE0528
 AE0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ666111(NAD 83)
 AE0528_MARKER: DB = BENCH MARK DISK
 AE0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0528_SP_SET: CULVERT
 AE0528_STAMPING: Q 686 1942
 AE0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0528
 AE0528  HISTORY     - Date     Condition        Report By
 AE0528  HISTORY     - 1942     MONUMENTED       CGS
 AE0528
 AE0528                          STATION DESCRIPTION
 AE0528
 AE0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0528'1.45 MI W FROM OBLATE.
 AE0528'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 107 AND THE SEVEN MILE
 AE0528'ROAD, (7.2 MILES NORTH OF MISSION) PROCEED 1.45 MILE WESTERLY ALONG
 AE0528'THE SEVEN MILE ROAD TO AN IRRIGATION CANAL AND SITE OF BENCH MARK.
 AE0528'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH
 AE0528'HEADWALL OF A CONCRETE IRRIGATION CANAL CULVERT UNDER THE SEVEN MILE
 AE0528'ROAD.  IT IS 86.5 FEET EAST OF THE CENTERLINE OF A DIRT CROSS ROAD,
 AE0528'23.6 FEET NORTH OF AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF THE
 AE0528'SEVEN MILE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0757 ***********************************************************************
 AE0757  DESIGNATION -  Q 687
 AE0757  PID         -  AE0757
 AE0757  STATE/COUNTY-  TX/STARR
 AE0757  USGS QUAD   -  VIBORAS (1993)
 AE0757
 AE0757                         *CURRENT SURVEY CONTROL
 AE0757  ___________________________________________________________________
 AE0757* NAD 83(1986)-  26 40 15.     (N)    098 51 20.     (W)     SCALED    
 AE0757* NAVD 88     -       110.663  (meters)     363.07   (feet)  ADJUSTED  
 AE0757  ___________________________________________________________________
 AE0757  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AE0757  DYNAMIC HT  -         110.481 (meters)     362.47  (feet)  COMP
 AE0757  MODELED GRAV-     979,002.1   (mgal)                       NAVD 88
 AE0757
 AE0757  VERT ORDER  -  SECOND    CLASS 0
 AE0757
 AE0757.The horizontal coordinates were scaled from a topographic map and have
 AE0757.an estimated accuracy of +/- 6 seconds.
 AE0757
 AE0757.The orthometric height was determined by differential leveling
 AE0757.and adjusted by the National Geodetic Survey in June 1991..
 AE0757
 AE0757.The geoid height was determined by GEOID03.
 AE0757
 AE0757.The dynamic height is computed by dividing the NAVD 88
 AE0757.geopotential number by the normal gravity value computed on the
 AE0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0757.degrees latitude (g = 980.6199 gals.).
 AE0757
 AE0757.The modeled gravity was interpolated from observed gravity values.
 AE0757
 AE0757;                    North         East    Units  Estimated Accuracy
 AE0757;SPC TX S     - 5,111,300.      264,610.      MT  (+/- 180 meters Scaled)
 AE0757
 AE0757                          SUPERSEDED SURVEY CONTROL
 AE0757
 AE0757  NGVD 29 (??/??/92)  110.715  (m)          363.24   (f) ADJ UNCH    2 0
 AE0757
 AE0757.Superseded values are not recommended for survey control.
 AE0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0757.See file dsdata.txt to determine how the superseded data were derived.
 AE0757
 AE0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ143499(NAD 83)
 AE0757_MARKER: DB = BENCH MARK DISK
 AE0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0757_STAMPING: Q 687 1942
 AE0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0757+STABILITY: SURFACE MOTION
 AE0757
 AE0757  HISTORY     - Date     Condition        Report By
 AE0757  HISTORY     - 1942     MONUMENTED       CGS
 AE0757  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0757
 AE0757                          STATION DESCRIPTION
 AE0757
 AE0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0757'6.8 MI N FROM EL SAUZ.
 AE0757'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ, PROCEED 6.8 MILES NORTH
 AE0757'ALONG A GRAVEL ROAD TO A SMALL FRAME HOUSE ON THE WEST SIDE OF ROAD
 AE0757'AND SITE OF BENCH MARK.  BENCH MARK IS 0.6 MILE SOUTH OF THE JUAN DE
 AE0757'DIOS GUERRA SCHOOL BUILDING.  IT IS ABOUT 105.0 FEET SOUTHEAST OF THE
 AE0757'SOUTHEAST CORNER OF A SMALL FRAME HOUSE, 42.0 FEET WEST OF AND ABOUT
 AE0757'2.0 FEET ABOVE THE CENTERLINE OF GRAVEL ROAD.  IT IS 32.0 FEET SOUTH
 AE0757'OF A FENCE CORNER, 2.0 FEET EAST OF THE RIGHT OF WAY FENCE.  MONUMENT
 AE0757'IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AE0757'0.3 FOOT.
 AE0757
 AE0757                          STATION RECOVERY (1972)
 AE0757
 AE0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0553 ***********************************************************************
 AE0553  DESIGNATION -  Q 688
 AE0553  PID         -  AE0553
 AE0553  STATE/COUNTY-  TX/HIDALGO
 AE0553  USGS QUAD   -  MC COOK (1963)
 AE0553
 AE0553                         *CURRENT SURVEY CONTROL
 AE0553  ___________________________________________________________________
 AE0553* NAD 83(1986)-  26 26 17.     (N)    098 26 16.     (W)     SCALED    
 AE0553* NAVD 88     -        96.651  (meters)     317.10   (feet)  ADJUSTED  
 AE0553  ___________________________________________________________________
 AE0553  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0553  DYNAMIC HT  -          96.492 (meters)     316.57  (feet)  COMP
 AE0553  MODELED GRAV-     979,001.3   (mgal)                       NAVD 88
 AE0553
 AE0553  VERT ORDER  -  SECOND    CLASS 0
 AE0553
 AE0553.The horizontal coordinates were scaled from a topographic map and have
 AE0553.an estimated accuracy of +/- 6 seconds.
 AE0553
 AE0553.The orthometric height was determined by differential leveling
 AE0553.and adjusted by the National Geodetic Survey in June 1991..
 AE0553
 AE0553.The geoid height was determined by GEOID03.
 AE0553
 AE0553.The dynamic height is computed by dividing the NAVD 88
 AE0553.geopotential number by the normal gravity value computed on the
 AE0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0553.degrees latitude (g = 980.6199 gals.).
 AE0553
 AE0553.The modeled gravity was interpolated from observed gravity values.
 AE0553
 AE0553;                    North         East    Units  Estimated Accuracy
 AE0553;SPC TX S     - 5,085,470.      306,210.      MT  (+/- 180 meters Scaled)
 AE0553
 AE0553                          SUPERSEDED SURVEY CONTROL
 AE0553
 AE0553  NGVD 29 (??/??/92)   96.743  (m)          317.40   (f) ADJ UNCH    2 0
 AE0553
 AE0553.Superseded values are not recommended for survey control.
 AE0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0553.See file dsdata.txt to determine how the superseded data were derived.
 AE0553
 AE0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ560243(NAD 83)
 AE0553_MARKER: DB = BENCH MARK DISK
 AE0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0553_STAMPING: Q 688 1942
 AE0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0553+STABILITY: SURFACE MOTION
 AE0553
 AE0553  HISTORY     - Date     Condition        Report By
 AE0553  HISTORY     - 1942     MONUMENTED       CGS
 AE0553  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0553  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0553
 AE0553                          STATION DESCRIPTION
 AE0553
 AE0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0553'14.5 MI N FROM LA JOYA.
 AE0553'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0553'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0553'GRAVEL ROAD LEADING NORTH, THENCE 13.6 MILES NORTHERLY ALONG A GRAVEL
 AE0553'ROAD TO A RIGHT ANGLE TURN IN THE ROAD TO THE EAST, THENCE 0.9 MILE
 AE0553'EASTERLY TO A LOW PLACE BETWEEN TWO HILLS AND SITE OF BENCH MARK.
 AE0553'BENCH MARK IS ON THE NORTH RIGHT-OF-WAY LINE.  IT IS 19.0 FEET NORTH
 AE0553'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AE0553'MONUMENT IS 2.5 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AE0553'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AE0553
 AE0553                          STATION RECOVERY (1962)
 AE0553
 AE0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0553'MARK NOT FOUND.
 AE0553
 AE0553                          STATION RECOVERY (1992)
 AE0553
 AE0553'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0364 ***********************************************************************
 AE0364  DESIGNATION -  Q 689
 AE0364  PID         -  AE0364
 AE0364  STATE/COUNTY-  TX/HIDALGO
 AE0364  USGS QUAD   -  MISSION (1983)
 AE0364
 AE0364                         *CURRENT SURVEY CONTROL
 AE0364  ___________________________________________________________________
 AE0364* NAD 83(1986)-  26 12 33.     (N)    098 15 56.     (W)     SCALED    
 AE0364* NAVD 88     -        39.614  (meters)     129.97   (feet)  ADJUSTED  
 AE0364  ___________________________________________________________________
 AE0364  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0364  DYNAMIC HT  -          39.549 (meters)     129.75  (feet)  COMP
 AE0364  MODELED GRAV-     978,992.9   (mgal)                       NAVD 88
 AE0364
 AE0364  VERT ORDER  -  FIRST     CLASS II
 AE0364
 AE0364.The horizontal coordinates were scaled from a topographic map and have
 AE0364.an estimated accuracy of +/- 6 seconds.
 AE0364
 AE0364.The orthometric height was determined by differential leveling
 AE0364.and adjusted by the National Geodetic Survey in June 1991..
 AE0364
 AE0364.The geoid height was determined by GEOID03.
 AE0364
 AE0364.The dynamic height is computed by dividing the NAVD 88
 AE0364.geopotential number by the normal gravity value computed on the
 AE0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0364.degrees latitude (g = 980.6199 gals.).
 AE0364
 AE0364.The modeled gravity was interpolated from observed gravity values.
 AE0364
 AE0364;                    North         East    Units  Estimated Accuracy
 AE0364;SPC TX S     - 5,060,130.      323,430.      MT  (+/- 180 meters Scaled)
 AE0364
 AE0364                          SUPERSEDED SURVEY CONTROL
 AE0364
 AE0364.No superseded survey control is available for this station.
 AE0364
 AE0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP733990(NAD 83)
 AE0364_MARKER: DB = BENCH MARK DISK
 AE0364_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AE0364_SP_SET: BRIDGE HEADWALL
 AE0364_STAMPING: Q 689 1942
 AE0364_MARK LOGO: CGS   
 AE0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE0364+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 AE0364
 AE0364  HISTORY     - Date     Condition        Report By
 AE0364  HISTORY     - 1942     MONUMENTED       CGS
 AE0364  HISTORY     - 1943     GOOD             NGS
 AE0364  HISTORY     - 1981     GOOD             NGS
 AE0364  HISTORY     - 1987     GOOD             USPSQD
 AE0364  HISTORY     - 19920707 GOOD             USPSQD
 AE0364  HISTORY     - 20040320 GOOD             USPSQD
 AE0364
 AE0364                          STATION DESCRIPTION
 AE0364
 AE0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0364'2.0 MI W FROM MCALLEN.
 AE0364'BENCH MARK IS ABOUT 2.0 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AE0364'RAILROAD FROM THE STATION AT MCALLEN.  IT IS ABOUT 3.6 MILES EAST OF
 AE0364'THE STATION AT MISSION.  IT IS 10.0 FEET SOUTH OF AND ABOUT 0.5 FOOT
 AE0364'BELOW THE CENTERLINE OF THE TRACK, SET HORIZONTALLY IN THE SOUTHEAST
 AE0364'END OF THE SOUTHEAST HEADWALL OF BRIDGE NO. A-36.2 OVER AN IRRIGATION
 AE0364'CANAL.
 AE0364
 AE0364                          STATION RECOVERY (1981)
 AE0364
 AE0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0364'3.3 KM (2.05 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE0364'OF FARM ROAD 336 AT MCALLEN, 0.4 KM (0.25 MI) WEST OF FARM ROAD 2220,
 AE0364'SET IN THE TOP AT THE SOUTH END OF THE EAST HEADWALL OF RAILROAD
 AE0364'BRIDGE NO. A 36.2 OVER AN IRRIGATION CANAL, AND 3.0 METERS (10.0 FT)
 AE0364'SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS.
 AE0364'THE MARK IS 0.15 M BELOW RAILROAD TRACKS.
 AE0364
 AE0364                          STATION RECOVERY (1987)
 AE0364
 AE0364'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0364'RECOVERED IN GOOD CONDITION.
 AE0364
 AE0364                          STATION RECOVERY (1992)
 AE0364
 AE0364'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0364'RECOVERED IN GOOD CONDITION.
 AE0364
 AE0364                          STATION RECOVERY (2004)
 AE0364
 AE0364'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE0364'RAILROAD BRIDGE HAS BEEN BACKFILLED WITH SOIL, IRRIGATION CANAL HAS
 AE0364'BEEN MOVED UNDERGROUND.  CEMENT BRIDGE HEADWALL FOUNDATION REMAINS
 AE0364'VISIBLE.  MARKER RECOVERED WITH THE FOLLOWING CHANGES - MARKER WAS
 AE0364'LOCATED 102 FT E OF THE CENTER OF A DRAINAGE DITCH AND 5.5 FT S OF
 AE0364'SOUTH RAIL.  DRAINAGE DITCH IS LOCATED ON THE N SIDE OF BUS 83, 0.1
 AE0364'MILES W OF THE INTERSECTION OF HWY BUS 83 AND N. 40TH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0133 ***********************************************************************
 EO0133  DESIGNATION -  Q 69
 EO0133  PID         -  EO0133
 EO0133  STATE/COUNTY-  TX/PARMER
 EO0133  USGS QUAD   -  LARIAT (1980)
 EO0133
 EO0133                         *CURRENT SURVEY CONTROL
 EO0133  ___________________________________________________________________
 EO0133* NAD 83(1986)-  34 21 12.     (N)    102 57 25.     (W)     SCALED    
 EO0133* NAVD 88     -      1239.135  (meters)    4065.40   (feet)  ADJUSTED  
 EO0133  ___________________________________________________________________
 EO0133  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 EO0133  DYNAMIC HT  -        1237.516 (meters)    4060.08  (feet)  COMP
 EO0133  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 EO0133
 EO0133  VERT ORDER  -  FIRST     CLASS II
 EO0133
 EO0133.The horizontal coordinates were scaled from a topographic map and have
 EO0133.an estimated accuracy of +/- 6 seconds.
 EO0133
 EO0133.The orthometric height was determined by differential leveling
 EO0133.and adjusted by the National Geodetic Survey in June 1991..
 EO0133
 EO0133.The geoid height was determined by GEOID03.
 EO0133
 EO0133.The dynamic height is computed by dividing the NAVD 88
 EO0133.geopotential number by the normal gravity value computed on the
 EO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0133.degrees latitude (g = 980.6199 gals.).
 EO0133
 EO0133.The modeled gravity was interpolated from observed gravity values.
 EO0133
 EO0133;                    North         East    Units  Estimated Accuracy
 EO0133;SPC TX N     - 1,040,190.       65,950.      MT  (+/- 180 meters Scaled)
 EO0133
 EO0133                          SUPERSEDED SURVEY CONTROL
 EO0133
 EO0133  NGVD 29 (??/??/92) 1238.550  (m)         4063.48   (f) ADJ UNCH    1 2
 EO0133
 EO0133.Superseded values are not recommended for survey control.
 EO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0133.See file dsdata.txt to determine how the superseded data were derived.
 EO0133
 EO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU879032(NAD 83)
 EO0133_MARKER: DB = BENCH MARK DISK
 EO0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0133_SP_SET: PIER
 EO0133_STAMPING: 4063.476 Q 69 1930
 EO0133_MARK LOGO: CGS   
 EO0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0133
 EO0133  HISTORY     - Date     Condition        Report By
 EO0133  HISTORY     - 1930     MONUMENTED       CGS
 EO0133  HISTORY     - 1934     GOOD             NGS
 EO0133  HISTORY     - 1982     GOOD             NGS
 EO0133  HISTORY     - 20060602 MARK NOT FOUND   TXDOT
 EO0133
 EO0133                          STATION DESCRIPTION
 EO0133
 EO0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0133'6.0 MI SE FROM FARWELL.
 EO0133'6 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0133'FARWELL, PARMER COUNTY, AT BRIDGE 6A, ABOUT 175 YARDS SOUTHEAST OF
 EO0133'MILEPOST 6, IN THE NORTHWEST PIER, AND ON THE SOUTHWEST SIDE OF THE
 EO0133'TRACK.
 EO0133
 EO0133                          STATION RECOVERY (1982)
 EO0133
 EO0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0133'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  23.5 KM (14.6
 EO0133'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM ITS JUNCTION WITH
 EO0133'STATE HIGHWAY 18 IN CLOVIS, NEW MEXICO, 0.2 KM (0.1 MI) SOUTHEAST OF
 EO0133'RAILROAD MILEPOST 6, IN TOP OF THE SOUTHWEST CORNER OF THE NORTHWEST
 EO0133'CONCRETE ABUTMENT OF AN SANTA FE RAILROAD BRIDGE, 29.7 METERS (97.4
 EO0133'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EO0133'HIGHWAY AND 2.1 METERS (6.9 FT) SOUTHWEST OF THE NEAR RAIL.
 EO0133'THE MARK IS 1.2 M BELOW THE TRACKS.
 EO0133
 EO0133                          STATION RECOVERY (2006)
 EO0133
 EO0133'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2006 (DNM)
 EO0133'MARK NOT FOUND
 EO0133'RAILROAD BRIDGE HAS BEEN RECONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0189 ***********************************************************************
 BL0189  DESIGNATION -  Q 690 RESET 1970
 BL0189  PID         -  BL0189
 BL0189  STATE/COUNTY-  TX/JEFFERSON
 BL0189  USGS QUAD   -  CHINA (1985)
 BL0189
 BL0189                         *CURRENT SURVEY CONTROL
 BL0189  ___________________________________________________________________
 BL0189* NAD 83(1986)-  30 02 35.     (N)    094 22 23.     (W)     SCALED    
 BL0189* NAVD 88     -        12.446  (meters)      40.83   (feet)  ADJUSTED  
 BL0189  ___________________________________________________________________
 BL0189  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0189  DYNAMIC HT  -          12.430 (meters)      40.78  (feet)  COMP
 BL0189  MODELED GRAV-     979,304.6   (mgal)                       NAVD 88
 BL0189
 BL0189  VERT ORDER  -  FIRST     CLASS I
 BL0189
 BL0189.The horizontal coordinates were scaled from a topographic map and have
 BL0189.an estimated accuracy of +/- 6 seconds.
 BL0189
 BL0189.The orthometric height was determined by differential leveling
 BL0189.and adjusted by the National Geodetic Survey in June 1991..
 BL0189
 BL0189.The geoid height was determined by GEOID03.
 BL0189
 BL0189.The dynamic height is computed by dividing the NAVD 88
 BL0189.geopotential number by the normal gravity value computed on the
 BL0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0189.degrees latitude (g = 980.6199 gals.).
 BL0189
 BL0189.The modeled gravity was interpolated from observed gravity values.
 BL0189
 BL0189;                    North         East    Units  Estimated Accuracy
 BL0189;SPC TXSC     - 4,253,730.    1,046,100.      MT  (+/- 180 meters Scaled)
 BL0189
 BL0189                          SUPERSEDED SURVEY CONTROL
 BL0189
 BL0189  NGVD 29 (??/??/92)   12.458  (m)           40.87   (f) ADJ UNCH    1 1
 BL0189
 BL0189.Superseded values are not recommended for survey control.
 BL0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0189.See file dsdata.txt to determine how the superseded data were derived.
 BL0189
 BL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP676243(NAD 83)
 BL0189_MARKER: DB = BENCH MARK DISK
 BL0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0189_SP_SET: ABUTMENT
 BL0189_STAMPING: Q 690 RESET 1970
 BL0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0189+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0189
 BL0189  HISTORY     - Date     Condition        Report By
 BL0189  HISTORY     - 1970     MONUMENTED       NGS
 BL0189  HISTORY     - 1972     GOOD             NGS
 BL0189  HISTORY     - 19870903 GOOD             USPSQD
 BL0189  HISTORY     - 1988     GOOD             USPSQD
 BL0189  HISTORY     - 19900412 GOOD             USPSQD
 BL0189  HISTORY     - 19940423 GOOD             USPSQD
 BL0189  HISTORY     - 19990728 GOOD             USPSQD
 BL0189  HISTORY     - 20010331 GOOD             NGS
 BL0189  HISTORY     - 20010331 GOOD             NGS
 BL0189  HISTORY     - 20030310 GOOD             USPSQD
 BL0189  HISTORY     - 20041004 GOOD             USPSQD
 BL0189
 BL0189                          STATION DESCRIPTION
 BL0189
 BL0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0189'2.2 MI W FROM CHINA.
 BL0189'ABOUT 2.2 MILES WEST ALONG US HIGHWAY 90 FROM A PAVED ROAD
 BL0189'INTERSECTION, ALSO 2.2 MILES WEST ALONG OLD NOME ROAD FROM THE
 BL0189'JUNCTION OF BROADWAY AT CHINA, 11.5 FEET SOUTH OF THE CENTER LINE OF
 BL0189'THE ROAD, ABOUT 100 YARDS - NORTH AND ACROSS THE SOUTHERN PACIFIC
 BL0189'RAILROAD FROM THE HIGHWAY - AT RAILROAD MILE POST NO. 295, SET IN THE
 BL0189'TOP OF THE SOUTH END OF THE EAST ABUTMENT TO A 20-FOOT CONCRETE BRIDGE
 BL0189'UNDER OLD NOME ROAD AND OVER A DRAINAGE DITCH AND ABOUT 0.5 FOOT BELOW
 BL0189'THE LEVEL OF THE ROAD.  NOTE-- THE DISK WAS SET IN CROOKED. THE EDGE
 BL0189'OF THE ROD SHOULD BE HELD ON THE 690 IN THE DESIGNATION.
 BL0189
 BL0189                          STATION RECOVERY (1987)
 BL0189
 BL0189'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0189'RECOVERED IN GOOD CONDITION.
 BL0189
 BL0189                          STATION RECOVERY (1988)
 BL0189
 BL0189'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0189'RECOVERED IN GOOD CONDITION.
 BL0189
 BL0189                          STATION RECOVERY (1990)
 BL0189
 BL0189'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0189'RECOVERED IN GOOD CONDITION.
 BL0189
 BL0189                          STATION RECOVERY (1994)
 BL0189
 BL0189'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0189'RECOVERED IN GOOD CONDITION.
 BL0189
 BL0189                          STATION RECOVERY (1999)
 BL0189
 BL0189'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0189'RECOVERED IN GOOD CONDITION.
 BL0189
 BL0189                          STATION RECOVERY (2001)
 BL0189
 BL0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0189'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0189
 BL0189                          STATION RECOVERY (2001)
 BL0189
 BL0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0189'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0189
 BL0189                          STATION RECOVERY (2003)
 BL0189
 BL0189'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0189'RECOVERED IN GOOD CONDITION.
 BL0189
 BL0189                          STATION RECOVERY (2004)
 BL0189
 BL0189'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4052 ***********************************************************************
 AW4052  DESIGNATION -  Q 692
 AW4052  PID         -  AW4052
 AW4052  STATE/COUNTY-  TX/BRAZORIA
 AW4052  USGS QUAD   -  ROSHARON (1974)
 AW4052
 AW4052                         *CURRENT SURVEY CONTROL
 AW4052  ___________________________________________________________________
 AW4052* NAD 83(1986)-  29 16 50.     (N)    095 27 19.     (W)     SCALED    
 AW4052* NAVD 88     -        13.17   (+/-2cm)      43.2    (feet)  VERTCON   
 AW4052  ___________________________________________________________________
 AW4052  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW4052
 AW4052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4052
 AW4052.The horizontal coordinates were scaled from a topographic map and have
 AW4052.an estimated accuracy of +/- 6 seconds.
 AW4052
 AW4052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4052.The vertical order pertains to the NGVD 29 superseded value.
 AW4052
 AW4052.The geoid height was determined by GEOID03.
 AW4052
 AW4052;                    North         East    Units  Estimated Accuracy
 AW4052;SPC TXSC     - 4,165,610.      944,360.      MT  (+/- 180 meters Scaled)
 AW4052
 AW4052                          SUPERSEDED SURVEY CONTROL
 AW4052
 AW4052  NGVD 29 (??/??/92)   13.17   (m)           43.2    (f) COMPUTED    2 0
 AW4052
 AW4052.Superseded values are not recommended for survey control.
 AW4052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4052.See file dsdata.txt to determine how the superseded data were derived.
 AW4052
 AW4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN614415(NAD 83)
 AW4052_MARKER: DB = BENCH MARK DISK
 AW4052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4052_SP_SET: CULVERT
 AW4052_STAMPING: Q 692 1942
 AW4052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4052+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4052
 AW4052  HISTORY     - Date     Condition        Report By
 AW4052  HISTORY     - 1942     MONUMENTED       CGS
 AW4052  HISTORY     - 20040312 GOOD             USPSQD
 AW4052
 AW4052                          STATION DESCRIPTION
 AW4052
 AW4052'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4052'5.1 MI S FROM ROSHARON.
 AW4052'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 5.1 MILES SOUTH
 AW4052'ALONG THE MISSOURI PACIFIC RAILROAD TO A 6X4 FOOT CONCRETE HIGHWAY
 AW4052'CULVERT AND TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE SOUTH
 AW4052'OF WHERE THE NEW HIGHWAY NO. 288 LEAVES THE RAILROAD.  IT IS SET
 AW4052'HORIZONTALLY IN THE SOUTHWEST WINGWALL OF THE CULVERT, ABOUT 66.0 FEET
 AW4052'EAST OF THE CENTERLINE OF TRACK AND 15.5 FEET WEST OF AND LEVEL WITH
 AW4052'THE CENTERLINE OF HIGHWAY NO. 19.
 AW4052
 AW4052                          STATION RECOVERY (2004)
 AW4052
 AW4052'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4052'GO TO N29 16 50.5 W095 27 19.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4053 ***********************************************************************
 AW4053  DESIGNATION -  Q 692 RESET 1960
 AW4053  PID         -  AW4053
 AW4053  STATE/COUNTY-  TX/BRAZORIA
 AW4053  USGS QUAD   -  ROSHARON (1974)
 AW4053
 AW4053                         *CURRENT SURVEY CONTROL
 AW4053  ___________________________________________________________________
 AW4053* NAD 83(1986)-  29 16 50.     (N)    095 27 19.     (W)     SCALED    
 AW4053* NAVD 88     -        13.25   (+/-2cm)      43.5    (feet)  VERTCON   
 AW4053  ___________________________________________________________________
 AW4053  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW4053
 AW4053  VERT ORDER  -  THIRD (See Below)
 AW4053
 AW4053.The horizontal coordinates were scaled from a topographic map and have
 AW4053.an estimated accuracy of +/- 6 seconds.
 AW4053
 AW4053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4053.The vertical order pertains to the NGVD 29 superseded value.
 AW4053
 AW4053.The geoid height was determined by GEOID03.
 AW4053
 AW4053;                    North         East    Units  Estimated Accuracy
 AW4053;SPC TXSC     - 4,165,610.      944,360.      MT  (+/- 180 meters Scaled)
 AW4053
 AW4053                          SUPERSEDED SURVEY CONTROL
 AW4053
 AW4053  NGVD 29 (??/??/??)   13.25   (m)           43.5    (f) RESET       3  
 AW4053
 AW4053.Superseded values are not recommended for survey control.
 AW4053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4053.See file dsdata.txt to determine how the superseded data were derived.
 AW4053
 AW4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN614415(NAD 83)
 AW4053_MARKER: DB = BENCH MARK DISK
 AW4053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4053_SP_SET: CULVERT
 AW4053_STAMPING: Q 692 RESET 1960
 AW4053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4053
 AW4053  HISTORY     - Date     Condition        Report By
 AW4053  HISTORY     - 1960     MONUMENTED       TXHD
 AW4053  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4053
 AW4053                          STATION DESCRIPTION
 AW4053
 AW4053'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 AW4053'5.1 MI S FROM ROSHARON.
 AW4053'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 5.1 MILES SOUTH
 AW4053'ALONG THE MISSOURI PACIFIC RAILROAD TO A DOUBLE 6X4 FOOT CONCRETE
 AW4053'HIGHWAY CULVERT AND TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3
 AW4053'MILE SOUTH OF WHERE HIGHWAY 288 LEAVES THE RAILROAD.  IT IS SET
 AW4053'HORIZONTALLY IN THE CENTER OF THE WEST HEADWALL OF THE CULVERT ABOUT
 AW4053'57.0 FEET EAST OF THE CENTERLINE OF TRACK, AND 33.0 FEET WEST OF AND
 AW4053'2.1 FEET BELOW THE CENTERLINE OF FARM TO MARKET HIGHWAY NO. 521.
 AW4053
 AW4053                          STATION RECOVERY (2004)
 AW4053
 AW4053'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4053'GO TO N29 16 50.5 W095 27 19.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0160 ***********************************************************************
 AW0160  DESIGNATION -  Q 693
 AW0160  PID         -  AW0160
 AW0160  STATE/COUNTY-  TX/BRAZORIA
 AW0160  USGS QUAD   -  PEARLAND (1995)
 AW0160
 AW0160                         *CURRENT SURVEY CONTROL
 AW0160  ___________________________________________________________________
 AW0160* NAD 83(1986)-  29 31 18.     (N)    095 16 29.     (W)     SCALED    
 AW0160* NAVD 88     -        13.161  (meters)      43.18   (feet)  ADJUSTED  
 AW0160  ___________________________________________________________________
 AW0160  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW0160  DYNAMIC HT  -          13.143 (meters)      43.12  (feet)  COMP
 AW0160  MODELED GRAV-     979,268.4   (mgal)                       NAVD 88
 AW0160
 AW0160  VERT ORDER  -  FIRST     CLASS I
 AW0160
 AW0160.The horizontal coordinates were scaled from a topographic map and have
 AW0160.an estimated accuracy of +/- 6 seconds.
 AW0160
 AW0160.The orthometric height was determined by differential leveling
 AW0160.and adjusted by the National Geodetic Survey in June 1991..
 AW0160
 AW0160.The geoid height was determined by GEOID03.
 AW0160
 AW0160.The dynamic height is computed by dividing the NAVD 88
 AW0160.geopotential number by the normal gravity value computed on the
 AW0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0160.degrees latitude (g = 980.6199 gals.).
 AW0160
 AW0160.The modeled gravity was interpolated from observed gravity values.
 AW0160
 AW0160;                    North         East    Units  Estimated Accuracy
 AW0160;SPC TXSC     - 4,192,860.      961,040.      MT  (+/- 180 meters Scaled)
 AW0160
 AW0160                          SUPERSEDED SURVEY CONTROL
 AW0160
 AW0160  NGVD 29 (12/23/87)   13.157  (m)           43.17   (f) ADJUSTED    1 1
 AW0160
 AW0160.Superseded values are not recommended for survey control.
 AW0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0160.See file dsdata.txt to determine how the superseded data were derived.
 AW0160
 AW0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN795679(NAD 83)
 AW0160_MARKER: DB = BENCH MARK DISK
 AW0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0160_SP_SET: CONCRETE POST
 AW0160_STAMPING: Q 693 1943
 AW0160_MARK LOGO: CGS   
 AW0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0160+STABILITY: SURFACE MOTION
 AW0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0160+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0160
 AW0160  HISTORY     - Date     Condition        Report By
 AW0160  HISTORY     - 1943     MONUMENTED       CGS
 AW0160  HISTORY     - 1973     GOOD             NGS
 AW0160  HISTORY     - 1978     GOOD             NGS
 AW0160  HISTORY     - 1978     GOOD             NGS
 AW0160  HISTORY     - 1986     GOOD             NGS
 AW0160  HISTORY     - 1989     GOOD             USPSQD
 AW0160  HISTORY     - 1989     GOOD             USPSQD
 AW0160  HISTORY     - 1989     GOOD             USPSQD
 AW0160  HISTORY     - 20051009 GOOD             USPSQD
 AW0160
 AW0160                          STATION DESCRIPTION
 AW0160
 AW0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0160'3.0 MI S FROM PEARLAND.
 AW0160'3.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0160'THE STATION AT PEARLAND, 1 1/2 POLES NORTH OF A PIPE LINE CROSSING,
 AW0160'1/2 POLE SOUTH OF THE EXTENDED CENTER LINE OF COUNTY ROAD 116, 46.9
 AW0160'FEET EAST OF THE EAST RAIL, 66.6 FEET NORTHEAST OF MILE POLE NO. 7,
 AW0160'14.3 FEET EAST-SOUTHEAST OF TELEPHONE POLE WITH 4 GUY WIRES, 4.0 FEET
 AW0160'SOUTH OF A VERTICAL RAIL THAT IS PROJECTING 1 FOOT, 1.6 FEET WEST OF A
 AW0160'FENCE, 0.5 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AW0160'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT 4 FEET LOWER THAN
 AW0160'THE TRACK.
 AW0160
 AW0160                          STATION RECOVERY (1978)
 AW0160
 AW0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0160'RECOVERED IN GOOD CONDITION.
 AW0160
 AW0160                          STATION RECOVERY (1978)
 AW0160
 AW0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0160'RECOVERED IN GOOD CONDITION.
 AW0160
 AW0160                          STATION RECOVERY (1986)
 AW0160
 AW0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0160'RECOVERED IN GOOD CONDITION.
 AW0160
 AW0160                          STATION RECOVERY (1989)
 AW0160
 AW0160'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0160'RECOVERED IN GOOD CONDITION.
 AW0160
 AW0160                          STATION RECOVERY (1989)
 AW0160
 AW0160'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0160'RECOVERED IN GOOD CONDITION.
 AW0160
 AW0160                          STATION RECOVERY (1989)
 AW0160
 AW0160'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0160'RECOVERED IN GOOD CONDITION.
 AW0160
 AW0160                          STATION RECOVERY (2005)
 AW0160
 AW0160'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0160'FOUND MARK AS DESCRIBED. FOUND STEEL STAKE FROM OLD WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1222 ***********************************************************************
 AN1222  DESIGNATION -  Q 694 RESET 1953
 AN1222  PID         -  AN1222
 AN1222  STATE/COUNTY-  TX/REFUGIO
 AN1222  USGS QUAD   -  WOODSBORO (1978)
 AN1222
 AN1222                         *CURRENT SURVEY CONTROL
 AN1222  ___________________________________________________________________
 AN1222* NAD 83(1986)-  28 13 05.     (N)    097 21 03.     (W)     SCALED    
 AN1222* NAVD 88     -         8.642  (meters)      28.35   (feet)  ADJUSTED  
 AN1222  ___________________________________________________________________
 AN1222  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1222  DYNAMIC HT  -           8.629 (meters)      28.31  (feet)  COMP
 AN1222  MODELED GRAV-     979,149.7   (mgal)                       NAVD 88
 AN1222
 AN1222  VERT ORDER  -  FIRST     CLASS I
 AN1222
 AN1222.The horizontal coordinates were scaled from a topographic map and have
 AN1222.an estimated accuracy of +/- 6 seconds.
 AN1222
 AN1222.The orthometric height was determined by differential leveling
 AN1222.and adjusted by the National Geodetic Survey in June 1991..
 AN1222
 AN1222.The geoid height was determined by GEOID03.
 AN1222
 AN1222.The dynamic height is computed by dividing the NAVD 88
 AN1222.geopotential number by the normal gravity value computed on the
 AN1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1222.degrees latitude (g = 980.6199 gals.).
 AN1222
 AN1222.The modeled gravity was interpolated from observed gravity values.
 AN1222
 AN1222;                    North         East    Units  Estimated Accuracy
 AN1222;SPC TXSC     - 4,043,780.      761,890.      MT  (+/- 180 meters Scaled)
 AN1222
 AN1222                          SUPERSEDED SURVEY CONTROL
 AN1222
 AN1222  NGVD 29 (??/??/92)    8.807  (m)           28.89   (f) ADJ UNCH    1 1
 AN1222
 AN1222.Superseded values are not recommended for survey control.
 AN1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1222.See file dsdata.txt to determine how the superseded data were derived.
 AN1222
 AN1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS618224(NAD 83)
 AN1222_MARKER: DB = BENCH MARK DISK
 AN1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1222_SP_SET: SLAB
 AN1222_STAMPING: Q 694 RESET 1953
 AN1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1222
 AN1222  HISTORY     - Date     Condition        Report By
 AN1222  HISTORY     - 1953     MONUMENTED       TXHD
 AN1222  HISTORY     - 1978     GOOD             NGS
 AN1222  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1222
 AN1222                          STATION DESCRIPTION
 AN1222
 AN1222'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1222'2.0 MI SW FROM WOODSBORO.
 AN1222'2.0 MILES SOUTHWEST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILWAY
 AN1222'FROM THE STATION AT WOODSBORO, REFUGIO COUNTY, 100 FEET NORTH OF
 AN1222'MILEPOST 178, 110 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AT A
 AN1222'54-FOOT CONCRETE BRIDGE ON U.S. HIGHWAY 77, IN THE ROADWAY SLAB AT THE
 AN1222'NORTHWEST EDGE OF THE SLAB, 4 FEET NORTHEAST OF THE SOUTHWEST END OF
 AN1222'THE BRIDGE, 1 FOOT NORTHEAST OF THE FIRST CONCRETE RAIL POST, AND
 AN1222'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Q 694 RESET 1953.
 AN1222
 AN1222                          STATION RECOVERY (1978)
 AN1222
 AN1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1222'RECOVERED IN GOOD CONDITION.
 AN1222
 AN1222                          STATION RECOVERY (1999)
 AN1222
 AN1222'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0479 ***********************************************************************
 AN0479  DESIGNATION -  Q 695
 AN0479  PID         -  AN0479
 AN0479  STATE/COUNTY-  TX/VICTORIA
 AN0479  USGS QUAD   -  PLACEDO (1995)
 AN0479
 AN0479                         *CURRENT SURVEY CONTROL
 AN0479  ___________________________________________________________________
 AN0479* NAD 83(1986)-  28 41 23.     (N)    096 49 48.     (W)     SCALED    
 AN0479* NAVD 88     -        17.06   (+/-2cm)      56.0    (feet)  VERTCON   
 AN0479  ___________________________________________________________________
 AN0479  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0479
 AN0479  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0479
 AN0479.The horizontal coordinates were scaled from a topographic map and have
 AN0479.an estimated accuracy of +/- 6 seconds.
 AN0479
 AN0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0479.The vertical order pertains to the NGVD 29 superseded value.
 AN0479
 AN0479.The geoid height was determined by GEOID03.
 AN0479
 AN0479;                    North         East    Units  Estimated Accuracy
 AN0479;SPC TXSC     - 4,096,880.      812,040.      MT  (+/- 180 meters Scaled)
 AN0479
 AN0479                          SUPERSEDED SURVEY CONTROL
 AN0479
 AN0479  NGVD 29 (??/??/92)   17.181  (m)           56.37   (f) ADJ UNCH    1 2
 AN0479
 AN0479.Superseded values are not recommended for survey control.
 AN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0479.See file dsdata.txt to determine how the superseded data were derived.
 AN0479
 AN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS120755(NAD 83)
 AN0479_MARKER: DB = BENCH MARK DISK
 AN0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0479_STAMPING: Q 695 1943
 AN0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0479+STABILITY: SURFACE MOTION
 AN0479
 AN0479  HISTORY     - Date     Condition        Report By
 AN0479  HISTORY     - 1943     MONUMENTED       CGS
 AN0479  HISTORY     - 1959     GOOD             NGS
 AN0479  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0479
 AN0479                          STATION DESCRIPTION
 AN0479
 AN0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0479'0.2 MI SW FROM PLACEDO.
 AN0479'TO REACH FROM THE RAILROAD STATION AT PLACEDO, PROCEED 0.2 MILE
 AN0479'SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO THE
 AN0479'INTERSECTION OF STATE HIGHWAY NO.87 AND SITE OF BENCH MARK.  BENCH
 AN0479'MARK IS SET HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST
 AN0479'HEADWALL OF A 4 SECTION 28.0 FOOT CONCRETE CULVERT UNDER HIGHWAY.  IT
 AN0479'IS 4 POLES NORTHEAST OF MILE POST NO.224, ABOUT 32.0 FEET SOUTHEAST OF
 AN0479'THE CENTERLINE OF TRACK, ABOUT 15.6 FEET NORTHEAST OF AND THE SAME
 AN0479'ELEVATION AS THE CENTERLINE OF HIGHWAY.  STAMPED Q 695 1943 AND SET IN
 AN0479'THE TOP OF A CONCRETE POST.
 AN0479
 AN0479                          STATION RECOVERY (1959)
 AN0479
 AN0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AN0479'RECOVERED IN GOOD CONDITION.
 AN0479
 AN0479                          STATION RECOVERY (1990)
 AN0479
 AN0479'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0480 ***********************************************************************
 AN0480  DESIGNATION -  Q 695 RESET 1959
 AN0480  PID         -  AN0480
 AN0480  STATE/COUNTY-  TX/VICTORIA
 AN0480  USGS QUAD   -  PLACEDO (1995)
 AN0480
 AN0480                         *CURRENT SURVEY CONTROL
 AN0480  ___________________________________________________________________
 AN0480* NAD 83(1986)-  28 41 23.     (N)    096 49 50.     (W)     SCALED    
 AN0480* NAVD 88     -        15.709  (meters)      51.54   (feet)  ADJUSTED  
 AN0480  ___________________________________________________________________
 AN0480  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0480  DYNAMIC HT  -          15.686 (meters)      51.46  (feet)  COMP
 AN0480  MODELED GRAV-     979,191.8   (mgal)                       NAVD 88
 AN0480
 AN0480  VERT ORDER  -  FIRST     CLASS I
 AN0480
 AN0480.The horizontal coordinates were scaled from a topographic map and have
 AN0480.an estimated accuracy of +/- 6 seconds.
 AN0480
 AN0480.The orthometric height was determined by differential leveling
 AN0480.and adjusted by the National Geodetic Survey in June 1991..
 AN0480
 AN0480.The geoid height was determined by GEOID03.
 AN0480
 AN0480.The dynamic height is computed by dividing the NAVD 88
 AN0480.geopotential number by the normal gravity value computed on the
 AN0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0480.degrees latitude (g = 980.6199 gals.).
 AN0480
 AN0480.The modeled gravity was interpolated from observed gravity values.
 AN0480
 AN0480;                    North         East    Units  Estimated Accuracy
 AN0480;SPC TXSC     - 4,096,880.      811,990.      MT  (+/- 180 meters Scaled)
 AN0480
 AN0480                          SUPERSEDED SURVEY CONTROL
 AN0480
 AN0480  NGVD 29 (??/??/92)   15.833  (m)           51.95   (f) ADJ UNCH    1 1
 AN0480
 AN0480.Superseded values are not recommended for survey control.
 AN0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0480.See file dsdata.txt to determine how the superseded data were derived.
 AN0480
 AN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS119755(NAD 83)
 AN0480_MARKER: DB = BENCH MARK DISK
 AN0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0480_SP_SET: CULVERT
 AN0480_STAMPING: Q 695 RESET 1959
 AN0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0480
 AN0480  HISTORY     - Date     Condition        Report By
 AN0480  HISTORY     - 1959     MONUMENTED       CGS
 AN0480  HISTORY     - 1972     GOOD             NGS
 AN0480  HISTORY     - 1973     GOOD             NGS
 AN0480  HISTORY     - 1978     GOOD             NGS
 AN0480  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0480
 AN0480                          STATION DESCRIPTION
 AN0480
 AN0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0480'IN PLACEDO.
 AN0480'AT PLACEDO, 90 FEET SOUTH OF THE CENTER OF THE CROSSING OF THE
 AN0480'MISSOURI PACIFIC RAILROAD AND U.S. HIGHWAY 87, SET IN THE TOP OF THE
 AN0480'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A TUBULAR CULVERT
 AN0480'UNDER FARM-TO-MARKET ROAD 616, 82 FEET SOUTHWEST OF THE CENTER LINE OF
 AN0480'THE HIGHWAY, 57 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 AN0480'TRACK, 31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 5 FEET
 AN0480'BELOW THE LEVEL OF THE TRACK, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 AN0480'ROAD.  NOTE-- THE HEADWALL IS LEANING BUT THE MARK APPEARS TO BE
 AN0480'SOLID.
 AN0480
 AN0480                          STATION RECOVERY (1973)
 AN0480
 AN0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0480'RECOVERED IN GOOD CONDITION.
 AN0480
 AN0480                          STATION RECOVERY (1978)
 AN0480
 AN0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0480'RECOVERED IN GOOD CONDITION.
 AN0480
 AN0480                          STATION RECOVERY (1990)
 AN0480
 AN0480'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0552 ***********************************************************************
 AN0552  DESIGNATION -  Q 696
 AN0552  PID         -  AN0552
 AN0552  STATE/COUNTY-  TX/JACKSON
 AN0552  USGS QUAD   -  MANSON (1995)
 AN0552
 AN0552                         *CURRENT SURVEY CONTROL
 AN0552  ___________________________________________________________________
 AN0552* NAD 83(1986)-  28 53 41.     (N)    096 34 09.     (W)     SCALED    
 AN0552* NAVD 88     -         3.39   (+/-2cm)      11.1    (feet)  VERTCON   
 AN0552  ___________________________________________________________________
 AN0552  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0552
 AN0552  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0552
 AN0552.The horizontal coordinates were scaled from a topographic map and have
 AN0552.an estimated accuracy of +/- 6 seconds.
 AN0552
 AN0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0552.The vertical order pertains to the NGVD 29 superseded value.
 AN0552
 AN0552.The geoid height was determined by GEOID03.
 AN0552
 AN0552;                    North         East    Units  Estimated Accuracy
 AN0552;SPC TXSC     - 4,120,100.      837,060.      MT  (+/- 180 meters Scaled)
 AN0552
 AN0552                          SUPERSEDED SURVEY CONTROL
 AN0552
 AN0552  NGVD 29 (??/??/92)    3.415  (m)           11.20   (f) ADJ UNCH    2 0
 AN0552
 AN0552.Superseded values are not recommended for survey control.
 AN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0552.See file dsdata.txt to determine how the superseded data were derived.
 AN0552
 AN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS370987(NAD 83)
 AN0552_MARKER: DB = BENCH MARK DISK
 AN0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0552_SP_SET: ABUTMENT
 AN0552_STAMPING: Q 696 1943
 AN0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0552
 AN0552  HISTORY     - Date     Condition        Report By
 AN0552  HISTORY     - 1943     MONUMENTED       CGS
 AN0552  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0552
 AN0552                          STATION DESCRIPTION
 AN0552
 AN0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0552'5.7 MI NW FROM EDNA.
 AN0552'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AN0552'AT LOLITA, PROCEED 3.1 MILES NORTH ALONG IMPROVED ROAD TO THE
 AN0552'INTERSECTION OF A ROAD LEADING WEST, THENCE GO 1.4 MILES WEST, THENCE
 AN0552'GO 1.2 MILES NORTHWEST ALONG THE LOLITA AND EDNA ROAD TO A WOODEN
 AN0552'BRIDGE WITH CONCRETE ABUTMENTS AND SITE OF BENCH MARK.  BENCH MARK IS
 AN0552'0.15 MILE SOUTHEAST OF THE NAVIDAD RIVER BRIDGE.  IT IS 13.4 FEET
 AN0552'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, AND
 AN0552'SET HORIZONTALLY IN THE SOUTHEAST WINGWALL OF THE EAST CONCRETE
 AN0552'ABUTMENT OF 14.0 FOOT CULVERT, ABOUT 2.0 FEET FROM THE SOUTHEAST END
 AN0552'OF WINGWALL.  NOTE-- THE CULVERT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0620 ***********************************************************************
 AN0620  DESIGNATION -  Q 697 RESET 1961
 AN0620  PID         -  AN0620
 AN0620  STATE/COUNTY-  TX/VICTORIA
 AN0620  USGS QUAD   -  MARCADO CREEK (1995)
 AN0620
 AN0620                         *CURRENT SURVEY CONTROL
 AN0620  ___________________________________________________________________
 AN0620* NAD 83(1986)-  28 48 17.     (N)    096 45 46.     (W)     SCALED    
 AN0620* NAVD 88     -        15.46   (+/-2cm)      50.7    (feet)  VERTCON   
 AN0620  ___________________________________________________________________
 AN0620  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0620
 AN0620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0620
 AN0620.The horizontal coordinates were scaled from a topographic map and have
 AN0620.an estimated accuracy of +/- 6 seconds.
 AN0620
 AN0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0620.The vertical order pertains to the NGVD 29 superseded value.
 AN0620
 AN0620.The geoid height was determined by GEOID03.
 AN0620
 AN0620;                    North         East    Units  Estimated Accuracy
 AN0620;SPC TXSC     - 4,109,750.      818,370.      MT  (+/- 180 meters Scaled)
 AN0620
 AN0620                          SUPERSEDED SURVEY CONTROL
 AN0620
 AN0620  NGVD 29 (??/??/92)   15.565  (m)           51.07   (f) ADJ UNCH    2 0
 AN0620
 AN0620.Superseded values are not recommended for survey control.
 AN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0620.See file dsdata.txt to determine how the superseded data were derived.
 AN0620
 AN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS183884(NAD 83)
 AN0620_MARKER: DB = BENCH MARK DISK
 AN0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0620_STAMPING: Q 697 RESET 1961
 AN0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0620+STABILITY: SURFACE MOTION
 AN0620
 AN0620  HISTORY     - Date     Condition        Report By
 AN0620  HISTORY     - 1961     MONUMENTED       CGS
 AN0620  HISTORY     - 1972     GOOD             NGS
 AN0620  HISTORY     - 19910428 GOOD             USPSQD
 AN0620
 AN0620                          STATION DESCRIPTION
 AN0620
 AN0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0620'8.5 MI S FROM INEZ.
 AN0620'ABOUT 8.5 MILES SOUTH ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0620'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 0.5 MILE SOUTHWEST
 AN0620'OF THE INTERSECTION OF KOUTNY ROAD AND VENGLAR ROAD, 187 FEET WEST OF
 AN0620'A WATER WELL IN THE CENTER OF A SMALL STEEL WINDMILL, 50 1/2 FEET
 AN0620'SOUTHEAST OF THE CENTER LINE OF FARM ROAD 444, 61 FEET SOUTHWEST OF
 AN0620'THE CENTER LINE OF A DRIVEWAY TO A SMALL HOUSE, 30 FEET NORTHWEST OF
 AN0620'THE NORTH CORNER OF THE FRAME HOUSE, 4 1/2 FEET SOUTHWEST OF POWER
 AN0620'LINE POLE NO. 7, 2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW
 AN0620'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0620'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 AN0620
 AN0620                          STATION RECOVERY (1991)
 AN0620
 AN0620'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0966 ***********************************************************************
 AN0966  DESIGNATION -  Q 698
 AN0966  PID         -  AN0966
 AN0966  STATE/COUNTY-  TX/VICTORIA
 AN0966  USGS QUAD   -  VICTORIA WEST (1987)
 AN0966
 AN0966                         *CURRENT SURVEY CONTROL
 AN0966  ___________________________________________________________________
 AN0966* NAD 83(1986)-  28 46 02.     (N)    097 02 43.     (W)     SCALED    
 AN0966* NAVD 88     -        25.05   (+/-2cm)      82.2    (feet)  VERTCON   
 AN0966  ___________________________________________________________________
 AN0966  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN0966
 AN0966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0966
 AN0966.The horizontal coordinates were scaled from a topographic map and have
 AN0966.an estimated accuracy of +/- 6 seconds.
 AN0966
 AN0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0966.The vertical order pertains to the NGVD 29 superseded value.
 AN0966
 AN0966.The geoid height was determined by GEOID03.
 AN0966
 AN0966;                    North         East    Units  Estimated Accuracy
 AN0966;SPC TXSC     - 4,105,100.      790,870.      MT  (+/- 180 meters Scaled)
 AN0966
 AN0966                          SUPERSEDED SURVEY CONTROL
 AN0966
 AN0966  NGVD 29 (??/??/92)   25.14   (m)           82.5    (f) COMPUTED    2 0
 AN0966
 AN0966.Superseded values are not recommended for survey control.
 AN0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0966.See file dsdata.txt to determine how the superseded data were derived.
 AN0966
 AN0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS908837(NAD 83)
 AN0966_MARKER: DB = BENCH MARK DISK
 AN0966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0966_SP_SET: CULVERT
 AN0966_STAMPING: Q 698 1943
 AN0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0966
 AN0966  HISTORY     - Date     Condition        Report By
 AN0966  HISTORY     - 1943     MONUMENTED       CGS
 AN0966
 AN0966                          STATION DESCRIPTION
 AN0966
 AN0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0966'3.9 MI SW FROM VICTORIA.
 AN0966'TO REACH FROM THE CITY HALL AT VICTORIA, PROCEED 2.9 MILES SOUTHWEST
 AN0966'ALONG THE TEXAS AND NEW ORLEANS RAILROAD TO THE INTERSECTION OF U.S.
 AN0966'HIGHWAY NO. 77, THENCE GO 1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 77 TO
 AN0966'A 4X4 FOOT CONCRETE BOX CULVERT UNDER HIGHWAY AND SITE OF BENCH MARK.
 AN0966'BENCH MARK IS ABOUT 185.0 FEET SOUTH OF WHERE A POWER LINE CROSSES THE
 AN0966'HIGHWAY.  IT IS 14.6 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AN0966'CENTERLINE OF HIGHWAY AND SET HORIZONTALLY IN THE CENTER AND TOP OF
 AN0966'THE WEST CONCRETE HEADWALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0967 ***********************************************************************
 AN0967  DESIGNATION -  Q 698 RESET 1954
 AN0967  PID         -  AN0967
 AN0967  STATE/COUNTY-  TX/VICTORIA
 AN0967  USGS QUAD   -  VICTORIA WEST (1987)
 AN0967
 AN0967                         *CURRENT SURVEY CONTROL
 AN0967  ___________________________________________________________________
 AN0967* NAD 83(1986)-  28 46 02.     (N)    097 02 43.     (W)     SCALED    
 AN0967* NAVD 88     -        24.89   (+/-2cm)      81.7    (feet)  VERTCON   
 AN0967  ___________________________________________________________________
 AN0967  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN0967
 AN0967  VERT ORDER  -  THIRD (See Below)
 AN0967
 AN0967.The horizontal coordinates were scaled from a topographic map and have
 AN0967.an estimated accuracy of +/- 6 seconds.
 AN0967
 AN0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0967.The vertical order pertains to the NGVD 29 superseded value.
 AN0967
 AN0967.The geoid height was determined by GEOID03.
 AN0967
 AN0967;                    North         East    Units  Estimated Accuracy
 AN0967;SPC TXSC     - 4,105,100.      790,870.      MT  (+/- 180 meters Scaled)
 AN0967
 AN0967                          SUPERSEDED SURVEY CONTROL
 AN0967
 AN0967  NGVD 29 (01/29/03)   24.98   (m)           82.0    (f) RESET       3  
 AN0967
 AN0967.Superseded values are not recommended for survey control.
 AN0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0967.See file dsdata.txt to determine how the superseded data were derived.
 AN0967
 AN0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS908837(NAD 83)
 AN0967_MARKER: DB = BENCH MARK DISK
 AN0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0967_SP_SET: CULVERT
 AN0967_STAMPING: Q 698 RESET 1954
 AN0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0967+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 AN0967
 AN0967  HISTORY     - Date     Condition        Report By
 AN0967  HISTORY     - 1954     MONUMENTED       TXHD
 AN0967  HISTORY     - 1990     GOOD             USPSQD
 AN0967  HISTORY     - 20020913 GOOD             USPSQD
 AN0967  HISTORY     - 20060815 GOOD             USPSQD
 AN0967
 AN0967                          STATION DESCRIPTION
 AN0967
 AN0967'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0967'3.9 MI SW FROM VICTORIA.
 AN0967'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0967'CITY HALL AT VICTORIA, VICTORIA COUNTY, THENCE 1.0 MILE SOUTH ALONG
 AN0967'U.S. HIGHWAY 77.  185 FEET SOUTH OF A POWERLINE CROSSING, AT A
 AN0967'CONCRETE CULVERT, IN THE TOP OF THE WEST HEADWALL, 30.2 FEET WEST OF
 AN0967'THE CENTERLINE OF THE HIGHWAY, AND 1.3 FEET LOWER THAN THE HIGHWAY. A
 AN0967'STANDARD DISK, STAMPED Q 698 RESET 1954.
 AN0967
 AN0967                          STATION RECOVERY (1990)
 AN0967
 AN0967'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN0967'RECOVERED IN GOOD CONDITION.
 AN0967
 AN0967                          STATION RECOVERY (2002)
 AN0967
 AN0967'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN0967'RECOVERED IN GOOD CONDITION.
 AN0967
 AN0967                          STATION RECOVERY (2006)
 AN0967
 AN0967'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AN0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1426 ***********************************************************************
 AN1426  DESIGNATION -  Q 699
 AN1426  PID         -  AN1426
 AN1426  STATE/COUNTY-  TX/REFUGIO
 AN1426  USGS QUAD   -  REFUGIO (1979)
 AN1426
 AN1426                         *CURRENT SURVEY CONTROL
 AN1426  ___________________________________________________________________
 AN1426* NAD 83(1986)-  28 19 19.     (N)    097 17 05.     (W)     SCALED    
 AN1426* NAVD 88     -        19.26   (+/-2cm)      63.2    (feet)  VERTCON   
 AN1426  ___________________________________________________________________
 AN1426  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1426
 AN1426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1426
 AN1426.The horizontal coordinates were scaled from a topographic map and have
 AN1426.an estimated accuracy of +/- 6 seconds.
 AN1426
 AN1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1426.The vertical order pertains to the NGVD 29 superseded value.
 AN1426
 AN1426.The geoid height was determined by GEOID03.
 AN1426
 AN1426;                    North         East    Units  Estimated Accuracy
 AN1426;SPC TXSC     - 4,055,390.      768,210.      MT  (+/- 180 meters Scaled)
 AN1426
 AN1426                          SUPERSEDED SURVEY CONTROL
 AN1426
 AN1426  NGVD 29 (??/??/92)   19.41   (m)           63.7    (f) COMPUTED    2 0
 AN1426
 AN1426.Superseded values are not recommended for survey control.
 AN1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1426.See file dsdata.txt to determine how the superseded data were derived.
 AN1426
 AN1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS681340(NAD 83)
 AN1426_MARKER: DB = BENCH MARK DISK
 AN1426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1426_SP_SET: CULVERT
 AN1426_STAMPING: Q 699 1943
 AN1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1426
 AN1426  HISTORY     - Date     Condition        Report By
 AN1426  HISTORY     - 1943     MONUMENTED       CGS
 AN1426  HISTORY     - 19940716 GOOD             USPSQD
 AN1426  HISTORY     - 19990724 GOOD             USPSQD
 AN1426
 AN1426                          STATION DESCRIPTION
 AN1426
 AN1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1426'2.5 MI NW FROM REFUGIO.
 AN1426'1.7 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE COUNTY COURTHOUSE AT
 AN1426'REFUGIO, REFUGIO COUNTY, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 202.
 AN1426'AT A 6- BY 3-FOOT BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 AN1426'WEST END OF THE NORTH HEADWALL, 21 FEET NORTH OF THE CENTERLINE OF THE
 AN1426'HIGHWAY, AND 1-1/2 FEET ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED Q
 AN1426'699 1943.
 AN1426
 AN1426                          STATION RECOVERY (1994)
 AN1426
 AN1426'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1426'RECOVERED IN GOOD CONDITION.
 AN1426
 AN1426                          STATION RECOVERY (1999)
 AN1426
 AN1426'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0006 ***********************************************************************
 DQ0006  DESIGNATION -  Q 70
 DQ0006  PID         -  DQ0006
 DQ0006  STATE/COUNTY-  TX/LAMB
 DQ0006  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0006
 DQ0006                         *CURRENT SURVEY CONTROL
 DQ0006  ___________________________________________________________________
 DQ0006* NAD 83(1986)-  33 52 35.     (N)    102 15 39.     (W)     SCALED    
 DQ0006* NAVD 88     -      1056.429  (meters)    3465.97   (feet)  ADJUSTED  
 DQ0006  ___________________________________________________________________
 DQ0006  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 DQ0006  DYNAMIC HT  -        1055.061 (meters)    3461.48  (feet)  COMP
 DQ0006  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 DQ0006
 DQ0006  VERT ORDER  -  FIRST     CLASS II
 DQ0006
 DQ0006.The horizontal coordinates were scaled from a topographic map and have
 DQ0006.an estimated accuracy of +/- 6 seconds.
 DQ0006
 DQ0006.The orthometric height was determined by differential leveling
 DQ0006.and adjusted by the National Geodetic Survey in June 1991..
 DQ0006
 DQ0006.The geoid height was determined by GEOID03.
 DQ0006
 DQ0006.The dynamic height is computed by dividing the NAVD 88
 DQ0006.geopotential number by the normal gravity value computed on the
 DQ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0006.degrees latitude (g = 980.6199 gals.).
 DQ0006
 DQ0006.The modeled gravity was interpolated from observed gravity values.
 DQ0006
 DQ0006;                    North         East    Units  Estimated Accuracy
 DQ0006;SPC TXNC     - 2,251,270.      252,140.      MT  (+/- 180 meters Scaled)
 DQ0006
 DQ0006                          SUPERSEDED SURVEY CONTROL
 DQ0006
 DQ0006  NGVD 29 (??/??/92) 1055.988  (m)         3464.52   (f) ADJ UNCH    1 2
 DQ0006
 DQ0006.Superseded values are not recommended for survey control.
 DQ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0006.See file dsdata.txt to determine how the superseded data were derived.
 DQ0006
 DQ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT533518(NAD 83)
 DQ0006_MARKER: DB = BENCH MARK DISK
 DQ0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DQ0006_SP_SET: CULVERT
 DQ0006_STAMPING: 3464.521 Q 70 1930
 DQ0006_MARK LOGO: CGS   
 DQ0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0006
 DQ0006  HISTORY     - Date     Condition        Report By
 DQ0006  HISTORY     - 1930     MONUMENTED       CGS
 DQ0006  HISTORY     - 1934     GOOD             NGS
 DQ0006  HISTORY     - 1982     GOOD             NGS
 DQ0006  HISTORY     - 20051023 GOOD             GEOCAC
 DQ0006
 DQ0006                          STATION DESCRIPTION
 DQ0006
 DQ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0006'5 MI S FROM LITTLEFIELD.
 DQ0006'5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DQ0006'LITTLEFIELD, LAMB COUNTY, ABOUT 1/4 MILE SOUTH OF MILEPOST 58, AT
 DQ0006'BRIDGE 58A, IN THE RETAINING WALL ON TOP OF THE CULVERT, AND ON THE
 DQ0006'WEST SIDE OF THE TRACK.
 DQ0006
 DQ0006                          STATION RECOVERY (1982)
 DQ0006
 DQ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0006'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  7.2 KM (4.45
 DQ0006'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S.
 DQ0006'HIGHWAY 385 IN LITTLEFIELD, 0.3 KM (0.2 MI) SOUTHEAST OF RAILROAD
 DQ0006'MILEPOST 58, 0.2 KM (0.1 MI) SOUTHEAST OF THE JUNCTION OF A GRAVELED
 DQ0006'ROAD, IN THE TOP CENTER OF THE SOUTHWEST CONCRETE HEADWALL OF AN 8 BY
 DQ0006'12 FT PIPE CULVERT, 28.5 METERS (93.5 FT) NORTHEAST OF THE CENTERLINE
 DQ0006'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 2.8 METERS (9.2 FT)
 DQ0006'SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD.
 DQ0006'THE MARK IS 0.3 M BELOW THE TRACKS.
 DQ0006
 DQ0006                          STATION RECOVERY (2005)
 DQ0006
 DQ0006'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DQ0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0210 ***********************************************************************
 BO0210  DESIGNATION -  Q 700
 BO0210  PID         -  BO0210
 BO0210  STATE/COUNTY-  TX/CROCKETT
 BO0210  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0210
 BO0210                         *CURRENT SURVEY CONTROL
 BO0210  ___________________________________________________________________
 BO0210* NAD 83(1986)-  30 55 08.     (N)    101 09 45.     (W)     SCALED    
 BO0210* NAVD 88     -       776.718  (meters)    2548.28   (feet)  ADJUSTED  
 BO0210  ___________________________________________________________________
 BO0210  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0210  DYNAMIC HT  -         775.588 (meters)    2544.57  (feet)  COMP
 BO0210  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 BO0210
 BO0210  VERT ORDER  -  SECOND    CLASS 0
 BO0210
 BO0210.The horizontal coordinates were scaled from a topographic map and have
 BO0210.an estimated accuracy of +/- 6 seconds.
 BO0210
 BO0210.The orthometric height was determined by differential leveling
 BO0210.and adjusted by the National Geodetic Survey in June 1991..
 BO0210
 BO0210.The geoid height was determined by GEOID03.
 BO0210
 BO0210.The dynamic height is computed by dividing the NAVD 88
 BO0210.geopotential number by the normal gravity value computed on the
 BO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0210.degrees latitude (g = 980.6199 gals.).
 BO0210
 BO0210.The modeled gravity was interpolated from observed gravity values.
 BO0210
 BO0210;                    North         East    Units  Estimated Accuracy
 BO0210;SPC TX C     - 3,139,110.      620,750.      MT  (+/- 180 meters Scaled)
 BO0210
 BO0210                          SUPERSEDED SURVEY CONTROL
 BO0210
 BO0210  NGVD 29 (??/??/92)  776.482  (m)         2547.51   (f) ADJ UNCH    2 0
 BO0210
 BO0210.Superseded values are not recommended for survey control.
 BO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0210.See file dsdata.txt to determine how the superseded data were derived.
 BO0210
 BO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV933226(NAD 83)
 BO0210_MARKER: DB = BENCH MARK DISK
 BO0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0210_STAMPING: Q 700 1942
 BO0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0210+STABILITY: SURFACE MOTION
 BO0210
 BO0210  HISTORY     - Date     Condition        Report By
 BO0210  HISTORY     - 1942     MONUMENTED       CGS
 BO0210  HISTORY     - 1966     MARK NOT FOUND   NGS
 BO0210  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0210
 BO0210                          STATION DESCRIPTION
 BO0210
 BO0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0210'15.2 MI N FROM OZONA.
 BO0210'ABOUT 15.2 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0210'BANK AT OZONA, CROCKETT COUNTY, 24 FEET SOUTHWEST OF THE CENTER LINE
 BO0210'OF THE HIGHWAY, 52 FEET WEST OF DAGGER BUSH, 11 FEET SOUTH OF THE
 BO0210'SOUTHEAST END OF A 10-FOOT CONCRETE-BOX CULVERT, 2 FEET SOUTHEAST OF A
 BO0210'WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET LOWER THAN THE
 BO0210'HIGHWAY.  A STANDARD DISK, STAMPED Q 700 1942 AND SET IN THE TOP OF A
 BO0210'CONCRETE POST.  NOTE-- IT IS BELIEVED THIS BENCH MARK WAS DESTROYED
 BO0210'WHEN THE CULVERTS WERE WIDENED DURING ROAD IMPROVEMENTS ALONG STATE
 BO0210'HIGHWAY 163.
 BO0210
 BO0210                          STATION RECOVERY (1967)
 BO0210
 BO0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0180 ***********************************************************************
 BO0180  DESIGNATION -  Q 701
 BO0180  PID         -  BO0180
 BO0180  STATE/COUNTY-  TX/CROCKETT
 BO0180  USGS QUAD   -  HUNT RANCH (1967)
 BO0180
 BO0180                         *CURRENT SURVEY CONTROL
 BO0180  ___________________________________________________________________
 BO0180* NAD 83(1986)-  30 34 39.     (N)    101 17 36.     (W)     SCALED    
 BO0180* NAVD 88     -       759.472  (meters)    2491.70   (feet)  ADJUSTED  
 BO0180  ___________________________________________________________________
 BO0180  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 BO0180  DYNAMIC HT  -         758.347 (meters)    2488.01  (feet)  COMP
 BO0180  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 BO0180
 BO0180  VERT ORDER  -  FIRST     CLASS II
 BO0180
 BO0180.The horizontal coordinates were scaled from a topographic map and have
 BO0180.an estimated accuracy of +/- 6 seconds.
 BO0180
 BO0180.The orthometric height was determined by differential leveling
 BO0180.and adjusted by the National Geodetic Survey in June 1991..
 BO0180
 BO0180.The geoid height was determined by GEOID03.
 BO0180
 BO0180.The dynamic height is computed by dividing the NAVD 88
 BO0180.geopotential number by the normal gravity value computed on the
 BO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0180.degrees latitude (g = 980.6199 gals.).
 BO0180
 BO0180.The modeled gravity was interpolated from observed gravity values.
 BO0180
 BO0180;                    North         East    Units  Estimated Accuracy
 BO0180;SPC TX C     - 3,101,370.      607,920.      MT  (+/- 180 meters Scaled)
 BO0180
 BO0180                          SUPERSEDED SURVEY CONTROL
 BO0180
 BO0180  NGVD 29 (??/??/92)  759.261  (m)         2491.01   (f) ADJ UNCH    1 2
 BO0180
 BO0180.Superseded values are not recommended for survey control.
 BO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0180.See file dsdata.txt to determine how the superseded data were derived.
 BO0180
 BO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU800850(NAD 83)
 BO0180_MARKER: DB = BENCH MARK DISK
 BO0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0180_STAMPING: Q 701 1942
 BO0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0180+STABILITY: SURFACE MOTION
 BO0180
 BO0180  HISTORY     - Date     Condition        Report By
 BO0180  HISTORY     - 1942     MONUMENTED       CGS
 BO0180
 BO0180                          STATION DESCRIPTION
 BO0180
 BO0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0180'13.8 MI S FROM OZONA.
 BO0180'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0180'INTERSECTION OF HIGHWAY 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0180'ABOUT 9.2 MILES SOUTH ALONG A DIRT ROAD, 47.2 FEET NORTHWEST OF THE
 BO0180'CENTER LINE OF THE DIRT ROAD, 1.7 FEET SOUTHEAST OF A WIRE FENCE WHICH
 BO0180'RUNS PARALLEL WITH THE ROAD, 11.0 FEET NORTHEAST OF A TELEPHONE POLE,
 BO0180'AND IN LINE WITH THE POLES, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0280 ***********************************************************************
 BO0280  DESIGNATION -  Q 702
 BO0280  PID         -  BO0280
 BO0280  STATE/COUNTY-  TX/CROCKETT
 BO0280  USGS QUAD   -  ANTONE CANYON (1970)
 BO0280
 BO0280                         *CURRENT SURVEY CONTROL
 BO0280  ___________________________________________________________________
 BO0280* NAD 83(1986)-  30 20 17.     (N)    101 31 04.     (W)     SCALED    
 BO0280* NAVD 88     -       567.677  (meters)    1862.45   (feet)  ADJUSTED  
 BO0280  ___________________________________________________________________
 BO0280  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 BO0280  DYNAMIC HT  -         566.837 (meters)    1859.70  (feet)  COMP
 BO0280  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 BO0280
 BO0280  VERT ORDER  -  FIRST     CLASS II
 BO0280
 BO0280.The horizontal coordinates were scaled from a topographic map and have
 BO0280.an estimated accuracy of +/- 6 seconds.
 BO0280
 BO0280.The orthometric height was determined by differential leveling
 BO0280.and adjusted by the National Geodetic Survey in June 1991..
 BO0280
 BO0280.The geoid height was determined by GEOID03.
 BO0280
 BO0280.The dynamic height is computed by dividing the NAVD 88
 BO0280.geopotential number by the normal gravity value computed on the
 BO0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0280.degrees latitude (g = 980.6199 gals.).
 BO0280
 BO0280.The modeled gravity was interpolated from observed gravity values.
 BO0280
 BO0280;                    North         East    Units  Estimated Accuracy
 BO0280;SPC TX C     - 3,075,030.      586,120.      MT  (+/- 180 meters Scaled)
 BO0280
 BO0280                          SUPERSEDED SURVEY CONTROL
 BO0280
 BO0280  NGVD 29 (??/??/92)  567.518  (m)         1861.93   (f) ADJ UNCH    1 2
 BO0280
 BO0280.Superseded values are not recommended for survey control.
 BO0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0280.See file dsdata.txt to determine how the superseded data were derived.
 BO0280
 BO0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU579589(NAD 83)
 BO0280_MARKER: DB = BENCH MARK DISK
 BO0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0280_STAMPING: Q 702 1942
 BO0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0280+STABILITY: SURFACE MOTION
 BO0280
 BO0280  HISTORY     - Date     Condition        Report By
 BO0280  HISTORY     - 1942     MONUMENTED       CGS
 BO0280
 BO0280                          STATION DESCRIPTION
 BO0280
 BO0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0280'11.5 MI N FROM PANDALE.
 BO0280'THIS MARK IS ABOUT 11.5 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0280'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 29.4 FEET WEST OF THE CENTER
 BO0280'LINE OF THE DIRT ROAD, 1.0 FOOT NORTH OF A WIRE FENCE WHICH RUNS EAST
 BO0280'AND WEST, 358.0 FEET SOUTHEAST OF A WINDMILL TOWER, ABOUT 0.5 FOOT
 BO0280'HIGHER THAN THE ROAD..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0303 ***********************************************************************
 BO0303  DESIGNATION -  Q 703
 BO0303  PID         -  BO0303
 BO0303  STATE/COUNTY-  TX/VAL VERDE
 BO0303  USGS QUAD   -  LITTLE FIELDER DRAW (1970)
 BO0303
 BO0303                         *CURRENT SURVEY CONTROL
 BO0303  ___________________________________________________________________
 BO0303* NAD 83(1986)-  30 02 47.     (N)    101 34 40.     (W)     SCALED    
 BO0303* NAVD 88     -       560.359  (meters)    1838.44   (feet)  ADJUSTED  
 BO0303  ___________________________________________________________________
 BO0303  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BO0303  DYNAMIC HT  -         559.531 (meters)    1835.73  (feet)  COMP
 BO0303  MODELED GRAV-     979,148.5   (mgal)                       NAVD 88
 BO0303
 BO0303  VERT ORDER  -  FIRST     CLASS II
 BO0303
 BO0303.The horizontal coordinates were scaled from a topographic map and have
 BO0303.an estimated accuracy of +/- 6 seconds.
 BO0303
 BO0303.The orthometric height was determined by differential leveling
 BO0303.and adjusted by the National Geodetic Survey in June 1991..
 BO0303
 BO0303.The geoid height was determined by GEOID03.
 BO0303
 BO0303.The dynamic height is computed by dividing the NAVD 88
 BO0303.geopotential number by the normal gravity value computed on the
 BO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0303.degrees latitude (g = 980.6199 gals.).
 BO0303
 BO0303.The modeled gravity was interpolated from observed gravity values.
 BO0303
 BO0303;                    North         East    Units  Estimated Accuracy
 BO0303;SPC TXSC     - 4,248,010.      351,430.      MT  (+/- 180 meters Scaled)
 BO0303
 BO0303                          SUPERSEDED SURVEY CONTROL
 BO0303
 BO0303  NGVD 29 (??/??/92)  560.222  (m)         1837.99   (f) ADJ UNCH    1 2
 BO0303
 BO0303.Superseded values are not recommended for survey control.
 BO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0303.See file dsdata.txt to determine how the superseded data were derived.
 BO0303
 BO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU514267(NAD 83)
 BO0303_MARKER: DB = BENCH MARK DISK
 BO0303_SETTING: 66 = SET IN ROCK OUTCROP
 BO0303_SP_SET: OUTCROP
 BO0303_STAMPING: Q 703 1942
 BO0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0303+STABILITY: POSITION/ELEVATION WELL
 BO0303
 BO0303  HISTORY     - Date     Condition        Report By
 BO0303  HISTORY     - 1942     MONUMENTED       CGS
 BO0303  HISTORY     - 19991229 GOOD             USPSQD
 BO0303
 BO0303                          STATION DESCRIPTION
 BO0303
 BO0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0303'12.75 MI SE FROM PANDALE.
 BO0303'THIS MARK IS ABOUT 12.75 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE
 BO0303'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 71.3 FEET NORTHEAST OF THE
 BO0303'CENTER LINE OF THE DIRT ROAD, 42.7 FEET NORTHEAST OF A WIRE FENCE
 BO0303'WHICH RUNS PARALLEL WITH THE ROAD, 8.0 FEET NORTHWEST OF A SMALL CEDAR
 BO0303'TREE, SET IN THE TOP OF A ROCK OUTCROP AND SURROUNDED BY A CIRCLE OF
 BO0303'ROCKS, ABOUT 1.0 FOOT HIGHER THAN THE ROAD.
 BO0303
 BO0303                          STATION RECOVERY (1999)
 BO0303
 BO0303'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0488 ***********************************************************************
 CD0488  DESIGNATION -  Q 704
 CD0488  PID         -  CD0488
 CD0488  STATE/COUNTY-  TX/HUDSPETH
 CD0488  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0488
 CD0488                         *CURRENT SURVEY CONTROL
 CD0488  ___________________________________________________________________
 CD0488* NAD 83(1986)-  31 12 06.     (N)    105 20 02.     (W)     SCALED    
 CD0488* NAVD 88     -      1372.047  (meters)    4501.46   (feet)  ADJUSTED  
 CD0488  ___________________________________________________________________
 CD0488  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CD0488  DYNAMIC HT  -        1369.854 (meters)    4494.26  (feet)  COMP
 CD0488  MODELED GRAV-     978,994.0   (mgal)                       NAVD 88
 CD0488
 CD0488  VERT ORDER  -  FIRST     CLASS II
 CD0488
 CD0488.The horizontal coordinates were scaled from a topographic map and have
 CD0488.an estimated accuracy of +/- 6 seconds.
 CD0488
 CD0488.The orthometric height was determined by differential leveling
 CD0488.and adjusted by the National Geodetic Survey in June 1991..
 CD0488
 CD0488.The geoid height was determined by GEOID03.
 CD0488
 CD0488.The dynamic height is computed by dividing the NAVD 88
 CD0488.geopotential number by the normal gravity value computed on the
 CD0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0488.degrees latitude (g = 980.6199 gals.).
 CD0488
 CD0488.The modeled gravity was interpolated from observed gravity values.
 CD0488
 CD0488;                    North         East    Units  Estimated Accuracy
 CD0488;SPC TX C     - 3,180,870.      223,650.      MT  (+/- 180 meters Scaled)
 CD0488
 CD0488                          SUPERSEDED SURVEY CONTROL
 CD0488
 CD0488  NGVD 29 (??/??/92) 1371.446  (m)         4499.49   (f) ADJ UNCH    1 2
 CD0488
 CD0488.Superseded values are not recommended for survey control.
 CD0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0488.See file dsdata.txt to determine how the superseded data were derived.
 CD0488
 CD0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ681520(NAD 83)
 CD0488_MARKER: DB = BENCH MARK DISK
 CD0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0488_STAMPING: Q 704 1942
 CD0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0488+STABILITY: SURFACE MOTION
 CD0488
 CD0488  HISTORY     - Date     Condition        Report By
 CD0488  HISTORY     - 1942     MONUMENTED       CGS
 CD0488  HISTORY     - 1958     GOOD             NGS
 CD0488  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0488
 CD0488                          STATION DESCRIPTION
 CD0488
 CD0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0488'2.95 MI NE FROM SIERRA BLANCA.
 CD0488'ABOUT 2.95 MILES NORTHEAST ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0488'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 31 FEET WEST OF THE CENTER
 CD0488'LINE OF THE ROAD, 69 FEET SOUTH OF A TELEPHONE POLE, 22 FEET EAST OF A
 CD0488'FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 CD0488'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CD0488
 CD0488                          STATION RECOVERY (1981)
 CD0488
 CD0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0442 ***********************************************************************
 CD0442  DESIGNATION -  Q 705
 CD0442  PID         -  CD0442
 CD0442  STATE/COUNTY-  TX/HUDSPETH
 CD0442  USGS QUAD   -  SCRATCH RANCH (1984)
 CD0442
 CD0442                         *CURRENT SURVEY CONTROL
 CD0442  ___________________________________________________________________
 CD0442* NAD 83(1986)-  31 33 25.     (N)    105 21 12.     (W)     SCALED    
 CD0442* NAVD 88     -      1296.611  (meters)    4253.96   (feet)  ADJUSTED  
 CD0442  ___________________________________________________________________
 CD0442  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0442  DYNAMIC HT  -        1294.609 (meters)    4247.40  (feet)  COMP
 CD0442  MODELED GRAV-     979,051.0   (mgal)                       NAVD 88
 CD0442
 CD0442  VERT ORDER  -  FIRST     CLASS II
 CD0442
 CD0442.The horizontal coordinates were scaled from a topographic map and have
 CD0442.an estimated accuracy of +/- 6 seconds.
 CD0442
 CD0442.The orthometric height was determined by differential leveling
 CD0442.and adjusted by the National Geodetic Survey in June 1991..
 CD0442
 CD0442.The geoid height was determined by GEOID03.
 CD0442
 CD0442.The dynamic height is computed by dividing the NAVD 88
 CD0442.geopotential number by the normal gravity value computed on the
 CD0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0442.degrees latitude (g = 980.6199 gals.).
 CD0442
 CD0442.The modeled gravity was interpolated from observed gravity values.
 CD0442
 CD0442;                    North         East    Units  Estimated Accuracy
 CD0442;SPC TX C     - 3,220,300.      223,570.      MT  (+/- 180 meters Scaled)
 CD0442
 CD0442                          SUPERSEDED SURVEY CONTROL
 CD0442
 CD0442  NGVD 29 (??/??/92) 1296.038  (m)         4252.08   (f) ADJ UNCH    1 2
 CD0442
 CD0442.Superseded values are not recommended for survey control.
 CD0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0442.See file dsdata.txt to determine how the superseded data were derived.
 CD0442
 CD0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ664913(NAD 83)
 CD0442_MARKER: DB = BENCH MARK DISK
 CD0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0442_STAMPING: Q 705 1942
 CD0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0442+STABILITY: SURFACE MOTION
 CD0442
 CD0442  HISTORY     - Date     Condition        Report By
 CD0442  HISTORY     - 1942     MONUMENTED       CGS
 CD0442  HISTORY     - 1958     GOOD             NGS
 CD0442
 CD0442                          STATION DESCRIPTION
 CD0442
 CD0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0442'28.2 MI N FROM SIERRA BLANCA.
 CD0442'ABOUT 28.05 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0442'PACIFIC RAILROAD STATION AT SIERRA BLANCA, THENCE ABOUT 0.15 MILE EAST
 CD0442'ACROSS A PASTURE TO THE OLD ROAD BED, 23 FEET EAST OF THE CENTER LINE
 CD0442'OF THE OLD ROAD, 33 FEET SOUTH OF A 10-FOOT BUSH, 2 FEET NORTH OF A
 CD0442'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE OLD ROAD, AND IN THE
 CD0442'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0385 ***********************************************************************
 BP0385  DESIGNATION -  Q 706
 BP0385  PID         -  BP0385
 BP0385  STATE/COUNTY-  TX/BREWSTER
 BP0385  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0385
 BP0385                         *CURRENT SURVEY CONTROL
 BP0385  ___________________________________________________________________
 BP0385* NAD 83(1986)-  30 16 40.     (N)    103 35 09.     (W)     SCALED    
 BP0385* NAVD 88     -      1583.492  (meters)    5195.17   (feet)  ADJUSTED  
 BP0385  ___________________________________________________________________
 BP0385  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 BP0385  DYNAMIC HT  -        1580.855 (meters)    5186.52  (feet)  COMP
 BP0385  MODELED GRAV-     978,920.1   (mgal)                       NAVD 88
 BP0385  OBS GRAVITY -     978,920.9   (mgal)                       GRAV_OBS
 BP0385
 BP0385  VERT ORDER  -  FIRST     CLASS I
 BP0385
 BP0385.The horizontal coordinates were scaled from a topographic map and have
 BP0385.an estimated accuracy of +/- 6 seconds.
 BP0385
 BP0385.The orthometric height was determined by differential leveling
 BP0385.and adjusted by the National Geodetic Survey in June 1991..
 BP0385
 BP0385.The geoid height was determined by GEOID03.
 BP0385
 BP0385.The dynamic height is computed by dividing the NAVD 88
 BP0385.geopotential number by the normal gravity value computed on the
 BP0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0385.degrees latitude (g = 980.6199 gals.).
 BP0385
 BP0385.The modeled gravity was interpolated from observed gravity values.
 BP0385.The observed gravity was obtained from relative gravimeter ties
 BP0385.to the IGSN71 gravity network.
 BP0385
 BP0385;                    North         East    Units  Estimated Accuracy
 BP0385;SPC TXSC     - 4,279,570.      158,880.      MT  (+/- 180 meters Scaled)
 BP0385
 BP0385                          SUPERSEDED SURVEY CONTROL
 BP0385
 BP0385  NGVD 29 (??/??/92) 1582.970  (m)         5193.46   (f) ADJ UNCH    1 1
 BP0385
 BP0385.Superseded values are not recommended for survey control.
 BP0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0385.See file dsdata.txt to determine how the superseded data were derived.
 BP0385
 BP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP360504(NAD 83)
 BP0385_MARKER: DB = BENCH MARK DISK
 BP0385_SETTING: 66 = SET IN ROCK OUTCROP
 BP0385_SP_SET: ROCK OUTCROP
 BP0385_STAMPING: Q 706 1943
 BP0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0385+STABILITY: POSITION/ELEVATION WELL
 BP0385
 BP0385  HISTORY     - Date     Condition        Report By
 BP0385  HISTORY     - 1943     MONUMENTED       CGS
 BP0385  HISTORY     - 1958     GOOD             NGS
 BP0385  HISTORY     - 1977     GOOD             NGS
 BP0385  HISTORY     - 1981     GOOD             NGS
 BP0385  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0385
 BP0385                          STATION DESCRIPTION
 BP0385
 BP0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0385'8.05 MI S FROM ALPINE.
 BP0385'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0385'STATION AT ALPINE, THENCE ABOUT 7.65 MILES SOUTH ALONG STATE HIGHWAY
 BP0385'118.  IN THE TOP OF A SMALL FLAT ROCK OUTCROP SURROUNDED BY A CIRCLE
 BP0385'OF ROCKS, 145 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT THE
 BP0385'CREST OF A LONG HILL, 81 FEET NORTHEAST OF THE NORTHEAST HIGHWAY RIGHT
 BP0385'OF WAY FENCE, 98 FEET WEST OF A TELEPHONE POLE, AND 71 FEET SOUTHWEST
 BP0385'OF THE LINE OF TELEPHONE POLES.
 BP0385
 BP0385                          STATION RECOVERY (1977)
 BP0385
 BP0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0385'RECOVERED IN GOOD CONDITION.
 BP0385
 BP0385                          STATION RECOVERY (1981)
 BP0385
 BP0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0385'RECOVERED IN GOOD CONDITION.
 BP0385
 BP0385                          STATION RECOVERY (1996)
 BP0385
 BP0385'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0279 ***********************************************************************
 BA0279  DESIGNATION -  Q 707
 BA0279  PID         -  BA0279
 BA0279  STATE/COUNTY-  TX/BREWSTER
 BA0279  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0279
 BA0279                         *CURRENT SURVEY CONTROL
 BA0279  ___________________________________________________________________
 BA0279* NAD 83(1986)-  29 56 17.     (N)    103 34 55.     (W)     SCALED    
 BA0279* NAVD 88     -      1247.143  (meters)    4091.67   (feet)  ADJUSTED  
 BA0279  ___________________________________________________________________
 BA0279  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 BA0279  DYNAMIC HT  -        1245.083 (meters)    4084.91  (feet)  COMP
 BA0279  MODELED GRAV-     978,947.8   (mgal)                       NAVD 88
 BA0279
 BA0279  VERT ORDER  -  SECOND    CLASS 0
 BA0279
 BA0279.The horizontal coordinates were scaled from a topographic map and have
 BA0279.an estimated accuracy of +/- 6 seconds.
 BA0279
 BA0279.The orthometric height was determined by differential leveling
 BA0279.and adjusted by the National Geodetic Survey in June 1991..
 BA0279
 BA0279.The geoid height was determined by GEOID03.
 BA0279
 BA0279.The dynamic height is computed by dividing the NAVD 88
 BA0279.geopotential number by the normal gravity value computed on the
 BA0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0279.degrees latitude (g = 980.6199 gals.).
 BA0279
 BA0279.The modeled gravity was interpolated from observed gravity values.
 BA0279
 BA0279;                    North         East    Units  Estimated Accuracy
 BA0279;SPC TXSC     - 4,241,930.      157,780.      MT  (+/- 180 meters Scaled)
 BA0279
 BA0279                          SUPERSEDED SURVEY CONTROL
 BA0279
 BA0279  NGVD 29 (??/??/92) 1246.641  (m)         4090.02   (f) ADJ UNCH    2 0
 BA0279
 BA0279.Superseded values are not recommended for survey control.
 BA0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0279.See file dsdata.txt to determine how the superseded data were derived.
 BA0279
 BA0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP368127(NAD 83)
 BA0279_MARKER: DB = BENCH MARK DISK
 BA0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0279_STAMPING: Q 707 1943
 BA0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0279+STABILITY: SURFACE MOTION
 BA0279
 BA0279  HISTORY     - Date     Condition        Report By
 BA0279  HISTORY     - 1943     MONUMENTED       CGS
 BA0279  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0279  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0279
 BA0279                          STATION DESCRIPTION
 BA0279
 BA0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0279'35.3 MI S FROM ALPINE.
 BA0279'THIS MARK IS ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE
 BA0279'RAILROAD STATION AT ALPINE, BREWSTER COUNTY, AND ABOUT 34.6 MILES
 BA0279'SOUTH ALONG A DIRT ROAD, AT THE JUNCTION OF THE ALPINE-TERLINGUA ROAD
 BA0279'AND A DIRT ROAD RUNNING SOUTHWEST TO THE 0.2 RANCH, 65 FEET WEST OF
 BA0279'THE CENTER LINE OF THE ALPINE-TERLINGUA ROAD, 1 FOOT EAST OF A WIRE
 BA0279'FENCE WHICH RUNS NORTH AND SOUTH, 12.6 FEET SOUTH OF THE SOUTH END OF
 BA0279'A CATTLE GUARD IN THE 0.2 RANCH ROAD, ABOUT LEVEL WITH THE ROAD, 1.5
 BA0279'FEET NORTH OF A STANDARD REFERENCE POST.
 BA0279
 BA0279                          STATION RECOVERY (1958)
 BA0279
 BA0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0279'MARK NOT FOUND.
 BA0279
 BA0279                          STATION RECOVERY (2001)
 BA0279
 BA0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0279'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0308 ***********************************************************************
 BA0308  DESIGNATION -  Q 708
 BA0308  PID         -  BA0308
 BA0308  STATE/COUNTY-  TX/BREWSTER
 BA0308  USGS QUAD   -  PACKSADDLE MOUNTAIN (1983)
 BA0308
 BA0308                         *CURRENT SURVEY CONTROL
 BA0308  ___________________________________________________________________
 BA0308* NAD 83(1986)-  29 36 08.     (N)    103 33 39.     (W)     SCALED    
 BA0308* NAVD 88     -      1015.536  (meters)    3331.80   (feet)  ADJUSTED  
 BA0308  ___________________________________________________________________
 BA0308  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 BA0308  DYNAMIC HT  -        1013.881 (meters)    3326.37  (feet)  COMP
 BA0308  MODELED GRAV-     978,979.3   (mgal)                       NAVD 88
 BA0308
 BA0308  VERT ORDER  -  SECOND    CLASS 0
 BA0308
 BA0308.The horizontal coordinates were scaled from a topographic map and have
 BA0308.an estimated accuracy of +/- 6 seconds.
 BA0308
 BA0308.The orthometric height was determined by differential leveling
 BA0308.and adjusted by the National Geodetic Survey in June 1991..
 BA0308
 BA0308.The geoid height was determined by GEOID03.
 BA0308
 BA0308.The dynamic height is computed by dividing the NAVD 88
 BA0308.geopotential number by the normal gravity value computed on the
 BA0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0308.degrees latitude (g = 980.6199 gals.).
 BA0308
 BA0308.The modeled gravity was interpolated from observed gravity values.
 BA0308
 BA0308;                    North         East    Units  Estimated Accuracy
 BA0308;SPC TXSC     - 4,204,650.      158,370.      MT  (+/- 180 meters Scaled)
 BA0308
 BA0308                          SUPERSEDED SURVEY CONTROL
 BA0308
 BA0308  NGVD 29 (??/??/92) 1015.084  (m)         3330.32   (f) ADJ UNCH    2 0
 BA0308
 BA0308.Superseded values are not recommended for survey control.
 BA0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0308.See file dsdata.txt to determine how the superseded data were derived.
 BA0308
 BA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN393755(NAD 83)
 BA0308_MARKER: DB = BENCH MARK DISK
 BA0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0308_STAMPING: Q 708 1943
 BA0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0308+STABILITY: SURFACE MOTION
 BA0308
 BA0308  HISTORY     - Date     Condition        Report By
 BA0308  HISTORY     - 1943     MONUMENTED       CGS
 BA0308  HISTORY     - 1958     GOOD             NGS
 BA0308  HISTORY     - 20010331 GOOD             NGS
 BA0308
 BA0308                          STATION DESCRIPTION
 BA0308
 BA0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0308'24.25 MI N FROM TERLINGUA.
 BA0308'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0308'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0308'THENCE ABOUT 8.85 MILES NORTH ALONG STATE HIGHWAY 118.  36 FEET
 BA0308'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.3 MILE SOUTHEAST
 BA0308'OF A DIRT STOCK TANK ON THE SOUTHWEST SIDE OF THE HIGHWAY, ABOUT 0.15
 BA0308'MILE NORTHWEST OF A CURVE ON A SMALL HILL, 26 FEET SOUTHWEST OF THE
 BA0308'NORTHEAST HIGHWAY RIGHT OF WAY FENCE, 1 1/2 FEET NORTHWEST OF A WHITE
 BA0308'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BA0308'INCHES.
 BA0308
 BA0308                          STATION RECOVERY (2001)
 BA0308
 BA0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0308'THHIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0310 ***********************************************************************
 BP0310  DESIGNATION -  Q 709
 BP0310  PID         -  BP0310
 BP0310  STATE/COUNTY-  TX/BREWSTER
 BP0310  USGS QUAD   -  MARATHON (1983)
 BP0310
 BP0310                         *CURRENT SURVEY CONTROL
 BP0310  ___________________________________________________________________
 BP0310* NAD 83(1986)-  30 10 48.     (N)    103 14 46.     (W)     SCALED    
 BP0310* NAVD 88     -      1224.390  (meters)    4017.02   (feet)  ADJUSTED  
 BP0310  ___________________________________________________________________
 BP0310  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BP0310  DYNAMIC HT  -        1222.395 (meters)    4010.47  (feet)  COMP
 BP0310  MODELED GRAV-     978,970.8   (mgal)                       NAVD 88
 BP0310
 BP0310  VERT ORDER  -  SECOND    CLASS 0
 BP0310
 BP0310.The horizontal coordinates were scaled from a topographic map and have
 BP0310.an estimated accuracy of +/- 6 seconds.
 BP0310
 BP0310.The orthometric height was determined by differential leveling
 BP0310.and adjusted by the National Geodetic Survey in June 1991..
 BP0310
 BP0310.The geoid height was determined by GEOID03.
 BP0310
 BP0310.The dynamic height is computed by dividing the NAVD 88
 BP0310.geopotential number by the normal gravity value computed on the
 BP0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0310.degrees latitude (g = 980.6199 gals.).
 BP0310
 BP0310.The modeled gravity was interpolated from observed gravity values.
 BP0310
 BP0310;                    North         East    Units  Estimated Accuracy
 BP0310;SPC TXSC     - 4,267,510.      191,150.      MT  (+/- 180 meters Scaled)
 BP0310
 BP0310                          SUPERSEDED SURVEY CONTROL
 BP0310
 BP0310  NGVD 29 (??/??/92) 1223.980  (m)         4015.67   (f) ADJ UNCH    2 0
 BP0310
 BP0310.Superseded values are not recommended for survey control.
 BP0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0310.See file dsdata.txt to determine how the superseded data were derived.
 BP0310
 BP0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP688400(NAD 83)
 BP0310_MARKER: DB = BENCH MARK DISK
 BP0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0310_STAMPING: Q 709 1943
 BP0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0310+STABILITY: SURFACE MOTION
 BP0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0310+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 BP0310
 BP0310  HISTORY     - Date     Condition        Report By
 BP0310  HISTORY     - 1943     MONUMENTED       CGS
 BP0310  HISTORY     - 1958     GOOD             NGS
 BP0310  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0310  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0310  HISTORY     - 20010710 GOOD             INDIV
 BP0310
 BP0310                          STATION DESCRIPTION
 BP0310
 BP0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0310'1.85 MI SW FROM MARATHON.
 BP0310'ABOUT 1.85 MILES SOUTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 BP0310'NEW ORLEANS RAILROAD STATION AT MARATHON, 62 FEET SOUTHEAST OF THE
 BP0310'CENTER LINE OF THE ROAD, 18 FEET WEST OF THE CENTER LINE OF THE OLD
 BP0310'ROAD BED, 21 FEET NORTH OF THE WEST END OF A SMALL STOCK DAM, 2 FEET
 BP0310'EAST OF A TEE FENCE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 BP0310'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BP0310
 BP0310                          STATION RECOVERY (1981)
 BP0310
 BP0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0310'MARK NOT FOUND.
 BP0310
 BP0310                          STATION RECOVERY (2001)
 BP0310
 BP0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0310'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BP0310
 BP0310                          STATION RECOVERY (2001)
 BP0310
 BP0310'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JRJ)
 BP0310'ABOUT 1.85 MILES SOUTH ALONG POST RD. FROM THE TEXAS AND NEW ORLEANS
 BP0310'RAILROAD STATION AT MARATHON, 62.0' SOUTHEAST OF THE CENTERLINE OF
 BP0310'ROAD, 20.0' EAST OF A TEE FENCE CORNER, 2.0' NORTH OF FENCE GOING
 BP0310'EAST, IN TOP OF CONCRETE, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0307 ***********************************************************************
 DP0307  DESIGNATION -  Q 71
 DP0307  PID         -  DP0307
 DP0307  STATE/COUNTY-  TX/GARZA
 DP0307  USGS QUAD   -  SOUTHLAND (1965)
 DP0307
 DP0307                         *CURRENT SURVEY CONTROL
 DP0307  ___________________________________________________________________
 DP0307* NAD 83(1986)-  33 20 23.     (N)    101 31 01.     (W)     SCALED    
 DP0307* NAVD 88     -       905.082  (meters)    2969.42   (feet)  POSTED    
 DP0307  ___________________________________________________________________
 DP0307  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 DP0307  DYNAMIC HT  -         903.910 (meters)    2965.58  (feet)  COMP
 DP0307  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 DP0307
 DP0307  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0307
 DP0307.The horizontal coordinates were scaled from a topographic map and have
 DP0307.an estimated accuracy of +/- 6 seconds.
 DP0307
 DP0307.The orthometric height was determined by differential leveling
 DP0307.and adjusted by the National Geodetic Survey in 1992..
 DP0307.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0307.rate of 1.1 thru 2.0 mm/km.
 DP0307
 DP0307.The geoid height was determined by GEOID03.
 DP0307
 DP0307.The dynamic height is computed by dividing the NAVD 88
 DP0307.geopotential number by the normal gravity value computed on the
 DP0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0307.degrees latitude (g = 980.6199 gals.).
 DP0307
 DP0307.The modeled gravity was interpolated from observed gravity values.
 DP0307
 DP0307;                    North         East    Units  Estimated Accuracy
 DP0307;SPC TXNC     - 2,189,560.      319,210.      MT  (+/- 180 meters Scaled)
 DP0307
 DP0307                          SUPERSEDED SURVEY CONTROL
 DP0307
 DP0307  NGVD 29 (??/??/92)  904.714  (m)         2968.22   (f) ADJ UNCH    1 2
 DP0307
 DP0307.Superseded values are not recommended for survey control.
 DP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0307.See file dsdata.txt to determine how the superseded data were derived.
 DP0307
 DP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB657917(NAD 83)
 DP0307_MARKER: DB = BENCH MARK DISK
 DP0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0307_STAMPING: 2968.216 Q 71 1931
 DP0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0307+STABILITY: SURFACE MOTION
 DP0307
 DP0307  HISTORY     - Date     Condition        Report By
 DP0307  HISTORY     - 1931     MONUMENTED       CGS
 DP0307  HISTORY     - 1934     GOOD             NGS
 DP0307
 DP0307                          STATION DESCRIPTION
 DP0307
 DP0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0307'2.6 MI SE FROM SOUTHLAND.
 DP0307'2.6 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0307'SOUTHLAND, GARZA COUNTY, 40 FEET SOUTHEAST OF MILEPOST 700, 100 FEET
 DP0307'NORTHEAST OF DEEP GULLEY AT THE HEAD OF A VALLEY EXTENDING SOUTHEAST,
 DP0307'WEST OF A DRAIN DITCH FROM THE RAILROAD, 108 FEET WEST OF THE TRACK,
 DP0307'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 DP0307'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0324 ***********************************************************************
 CB0324  DESIGNATION -  Q 710
 CB0324  PID         -  CB0324
 CB0324  STATE/COUNTY-  TX/GLASSCOCK
 CB0324  USGS QUAD   -  CURRIE RESERVOIR (1963)
 CB0324
 CB0324                         *CURRENT SURVEY CONTROL
 CB0324  ___________________________________________________________________
 CB0324* NAD 83(1986)-  31 48 18.     (N)    101 17 36.     (W)     SCALED    
 CB0324* NAVD 88     -       761.004  (meters)    2496.73   (feet)  ADJUSTED  
 CB0324  ___________________________________________________________________
 CB0324  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CB0324  DYNAMIC HT  -         759.946 (meters)    2493.26  (feet)  COMP
 CB0324  MODELED GRAV-     979,224.9   (mgal)                       NAVD 88
 CB0324
 CB0324  VERT ORDER  -  SECOND    CLASS 0
 CB0324
 CB0324.The horizontal coordinates were scaled from a topographic map and have
 CB0324.an estimated accuracy of +/- 6 seconds.
 CB0324
 CB0324.The orthometric height was determined by differential leveling
 CB0324.and adjusted by the National Geodetic Survey in June 1991..
 CB0324
 CB0324.The geoid height was determined by GEOID03.
 CB0324
 CB0324.The dynamic height is computed by dividing the NAVD 88
 CB0324.geopotential number by the normal gravity value computed on the
 CB0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0324.degrees latitude (g = 980.6199 gals.).
 CB0324
 CB0324.The modeled gravity was interpolated from observed gravity values.
 CB0324
 CB0324;                    North         East    Units  Estimated Accuracy
 CB0324;SPC TX C     - 3,237,450.      609,100.      MT  (+/- 180 meters Scaled)
 CB0324
 CB0324                          SUPERSEDED SURVEY CONTROL
 CB0324
 CB0324  NGVD 29 (??/??/92)  760.744  (m)         2495.87   (f) ADJ UNCH    2 0
 CB0324
 CB0324.Superseded values are not recommended for survey control.
 CB0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0324.See file dsdata.txt to determine how the superseded data were derived.
 CB0324
 CB0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA828211(NAD 83)
 CB0324_MARKER: DB = BENCH MARK DISK
 CB0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0324_STAMPING: Q 710 1942
 CB0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0324+STABILITY: SURFACE MOTION
 CB0324
 CB0324  HISTORY     - Date     Condition        Report By
 CB0324  HISTORY     - 1942     MONUMENTED       CGS
 CB0324  HISTORY     - 1962     MARK NOT FOUND   USGS
 CB0324
 CB0324                          STATION DESCRIPTION
 CB0324
 CB0324'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0324'12.6 MI E FROM GARDEN CITY.
 CB0324'12.6 MILES EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0324'GARDEN CITY, GLASSCOCK COUNTY, 250 FEET SOUTH-SOUTHWEST OF A WINDMILL
 CB0324'ON THE NORTH SIDE OF THE HIGHWAY, BETWEEN THE HIGHWAY AND THE OLD
 CB0324'ROADBED WHICH PARALLELS THE HIGHWAY ON THE NORTH, 0.1 MILE EAST OF A
 CB0324'WOODEN GATE LEADING INTO A PASTURE ON THE SOUTH SIDE OF THE HIGHWAY,
 CB0324'0.3 MILE EAST OF A CONCRETE CULVERT UNDER THE OLD ROAD BED, 59 FEET
 CB0324'NORTH OF THE CENTERLINE OF THE HIGHWAY. AND SET IN THE TOP OF A
 CB0324'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0456 ***********************************************************************
 CB0456  DESIGNATION -  Q 711
 CB0456  PID         -  CB0456
 CB0456  STATE/COUNTY-  TX/GLASSCOCK
 CB0456  USGS QUAD   -  DEWEY LAKE (1965)
 CB0456
 CB0456                         *CURRENT SURVEY CONTROL
 CB0456  ___________________________________________________________________
 CB0456* NAD 83(1986)-  31 53 14.     (N)    101 42 21.     (W)     SCALED    
 CB0456* NAVD 88     -       792.403  (meters)    2599.74   (feet)  ADJUSTED  
 CB0456  ___________________________________________________________________
 CB0456  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CB0456  DYNAMIC HT  -         791.301 (meters)    2596.13  (feet)  COMP
 CB0456  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 CB0456
 CB0456  VERT ORDER  -  SECOND    CLASS 0
 CB0456
 CB0456.The horizontal coordinates were scaled from a topographic map and have
 CB0456.an estimated accuracy of +/- 6 seconds.
 CB0456
 CB0456.The orthometric height was determined by differential leveling
 CB0456.and adjusted by the National Geodetic Survey in June 1991..
 CB0456
 CB0456.The geoid height was determined by GEOID03.
 CB0456
 CB0456.The dynamic height is computed by dividing the NAVD 88
 CB0456.geopotential number by the normal gravity value computed on the
 CB0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0456.degrees latitude (g = 980.6199 gals.).
 CB0456
 CB0456.The modeled gravity was interpolated from observed gravity values.
 CB0456
 CB0456;                    North         East    Units  Estimated Accuracy
 CB0456;SPC TX C     - 3,246,970.      570,150.      MT  (+/- 180 meters Scaled)
 CB0456
 CB0456                          SUPERSEDED SURVEY CONTROL
 CB0456
 CB0456  NGVD 29 (??/??/92)  792.097  (m)         2598.74   (f) ADJ UNCH    2 0
 CB0456
 CB0456.Superseded values are not recommended for survey control.
 CB0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0456.See file dsdata.txt to determine how the superseded data were derived.
 CB0456
 CB0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA440311(NAD 83)
 CB0456_MARKER: DB = BENCH MARK DISK
 CB0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0456_STAMPING: Q 711 1942
 CB0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0456+STABILITY: SURFACE MOTION
 CB0456
 CB0456  HISTORY     - Date     Condition        Report By
 CB0456  HISTORY     - 1942     MONUMENTED       CGS
 CB0456
 CB0456                          STATION DESCRIPTION
 CB0456
 CB0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0456'14.0 MI W FROM GARDEN CITY.
 CB0456'14.0 MILES  WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0456'CITY, GLASSCOCK COUNTY, 0.2 MILE EAST OF A DIRT-ROAD INTERSECTION, 60
 CB0456'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A WHITE
 CB0456'WOODEN WITNESS POST, LEVEL WITH THE HIGHWAY.  AND SET IN THE TOP OF A
 CB0456'CONCRETE POST PROJECTING 10. INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0286 ***********************************************************************
 CB0286  DESIGNATION -  Q 712
 CB0286  PID         -  CB0286
 CB0286  STATE/COUNTY-  TX/GLASSCOCK
 CB0286  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0286
 CB0286                         *CURRENT SURVEY CONTROL
 CB0286  ___________________________________________________________________
 CB0286* NAD 83(1986)-  31 44 59.     (N)    101 28 15.     (W)     SCALED    
 CB0286* NAVD 88     -       827.125  (meters)    2713.66   (feet)  ADJUSTED  
 CB0286  ___________________________________________________________________
 CB0286  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CB0286  DYNAMIC HT  -         825.973 (meters)    2709.88  (feet)  COMP
 CB0286  MODELED GRAV-     979,218.8   (mgal)                       NAVD 88
 CB0286
 CB0286  VERT ORDER  -  SECOND    CLASS 0
 CB0286
 CB0286.The horizontal coordinates were scaled from a topographic map and have
 CB0286.an estimated accuracy of +/- 6 seconds.
 CB0286
 CB0286.The orthometric height was determined by differential leveling
 CB0286.and adjusted by the National Geodetic Survey in June 1991..
 CB0286
 CB0286.The geoid height was determined by GEOID03.
 CB0286
 CB0286.The dynamic height is computed by dividing the NAVD 88
 CB0286.geopotential number by the normal gravity value computed on the
 CB0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0286.degrees latitude (g = 980.6199 gals.).
 CB0286
 CB0286.The modeled gravity was interpolated from observed gravity values.
 CB0286
 CB0286;                    North         East    Units  Estimated Accuracy
 CB0286;SPC TX C     - 3,231,480.      592,230.      MT  (+/- 180 meters Scaled)
 CB0286
 CB0286                          SUPERSEDED SURVEY CONTROL
 CB0286
 CB0286  NGVD 29 (??/??/92)  826.837  (m)         2712.71   (f) ADJ UNCH    2 0
 CB0286
 CB0286.Superseded values are not recommended for survey control.
 CB0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0286.See file dsdata.txt to determine how the superseded data were derived.
 CB0286
 CB0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA659153(NAD 83)
 CB0286_MARKER: DB = BENCH MARK DISK
 CB0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0286_STAMPING: Q 712 1942
 CB0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0286+STABILITY: SURFACE MOTION
 CB0286
 CB0286  HISTORY     - Date     Condition        Report By
 CB0286  HISTORY     - 1942     MONUMENTED       CGS
 CB0286
 CB0286                          STATION DESCRIPTION
 CB0286
 CB0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0286'9.4 MI S FROM GARDEN CITY.
 CB0286'9.4 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE- GARDEN CITY ROAD
 CB0286'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, AT THE JUNCTION
 CB0286'OF A LANE LEADING EAST, ON THE NORTH SIDE OF THE LANE, 61 FEET EAST OF
 CB0286'THE CENTERLINE OF THE ROAD, 32.8 FEET EAST OF THE EAST RIGHT-OF-WAY
 CB0286'FENCE, 1-1/2 FEET SOUTH OF AN EAST-AND-WEST FENCE, 1-1/2 FEET NORTH OF
 CB0286'A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 CB0286'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0426 ***********************************************************************
 CB0426  DESIGNATION -  Q 713
 CB0426  PID         -  CB0426
 CB0426  STATE/COUNTY-  TX/REAGAN
 CB0426  USGS QUAD   -  GARDENER DRAW (1970)
 CB0426
 CB0426                         *CURRENT SURVEY CONTROL
 CB0426  ___________________________________________________________________
 CB0426* NAD 83(1986)-  31 22 03.     (N)    101 32 30.     (W)     SCALED    
 CB0426* NAVD 88     -       798.133  (meters)    2618.54   (feet)  ADJUSTED  
 CB0426  ___________________________________________________________________
 CB0426  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0426  DYNAMIC HT  -         796.993 (meters)    2614.80  (feet)  COMP
 CB0426  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 CB0426
 CB0426  VERT ORDER  -  SECOND    CLASS 0
 CB0426
 CB0426.The horizontal coordinates were scaled from a topographic map and have
 CB0426.an estimated accuracy of +/- 6 seconds.
 CB0426
 CB0426.The orthometric height was determined by differential leveling
 CB0426.and adjusted by the National Geodetic Survey in June 1991..
 CB0426
 CB0426.The geoid height was determined by GEOID03.
 CB0426
 CB0426.The dynamic height is computed by dividing the NAVD 88
 CB0426.geopotential number by the normal gravity value computed on the
 CB0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0426.degrees latitude (g = 980.6199 gals.).
 CB0426
 CB0426.The modeled gravity was interpolated from observed gravity values.
 CB0426
 CB0426;                    North         East    Units  Estimated Accuracy
 CB0426;SPC TX C     - 3,189,170.      585,060.      MT  (+/- 180 meters Scaled)
 CB0426
 CB0426                          SUPERSEDED SURVEY CONTROL
 CB0426
 CB0426  NGVD 29 (??/??/92)  797.808  (m)         2617.48   (f) ADJ UNCH    2 0
 CB0426
 CB0426.Superseded values are not recommended for survey control.
 CB0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0426.See file dsdata.txt to determine how the superseded data were derived.
 CB0426
 CB0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV582731(NAD 83)
 CB0426_MARKER: DB = BENCH MARK DISK
 CB0426_SETTING: 80 = SET IN A BOULDER
 CB0426_SP_SET: FLAT BOULDER
 CB0426_STAMPING: Q 713 1942
 CB0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0426+STABILITY: SURFACE MOTION
 CB0426
 CB0426  HISTORY     - Date     Condition        Report By
 CB0426  HISTORY     - 1942     MONUMENTED       CGS
 CB0426  HISTORY     - 1970     GOOD             USGS
 CB0426
 CB0426                          STATION DESCRIPTION
 CB0426
 CB0426'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0426'15.0 MI NW FROM BIG LAKE.
 CB0426'FROM BIG LAKE (AT JCT. OF US HWY 67 AND STATE HWY 137) PROCEED 11.6
 CB0426'MILES NORTH ALONG STATE HWY 137 TO THE JCT. OF STATE HWY 137 AND RANCH
 CB0426'ROAD 33.  THENCE 3.8 MILES NORTHWEST ALONG STATE HWY 137, 870 FEET
 CB0426'SOUTH OF HWY 137 AND TRACK ROAD NORTHEAST (JCT).  110 FEET WEST OF
 CB0426'CENTERLINE OF HWY, 60 FEET WEST OF RIGHT OF WAY FENCE, AND IN TOP OF A
 CB0426'FLAT BOULDER.  A STANDARD DISK, STAMPED Q-713 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0492 ***********************************************************************
 CB0492  DESIGNATION -  Q 714
 CB0492  PID         -  CB0492
 CB0492  STATE/COUNTY-  TX/GLASSCOCK
 CB0492  USGS QUAD   -  SAINT LAWRENCE (1973)
 CB0492
 CB0492                         *CURRENT SURVEY CONTROL
 CB0492  ___________________________________________________________________
 CB0492* NAD 83(1986)-  31 40 49.     (N)    101 30 07.     (W)     SCALED    
 CB0492* NAVD 88     -       818.476  (meters)    2685.28   (feet)  ADJUSTED  
 CB0492  ___________________________________________________________________
 CB0492  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CB0492  DYNAMIC HT  -         817.333 (meters)    2681.53  (feet)  COMP
 CB0492  MODELED GRAV-     979,215.4   (mgal)                       NAVD 88
 CB0492
 CB0492  VERT ORDER  -  SECOND    CLASS 0
 CB0492
 CB0492.The horizontal coordinates were scaled from a topographic map and have
 CB0492.an estimated accuracy of +/- 6 seconds.
 CB0492
 CB0492.The orthometric height was determined by differential leveling
 CB0492.and adjusted by the National Geodetic Survey in June 1991..
 CB0492
 CB0492.The geoid height was determined by GEOID03.
 CB0492
 CB0492.The dynamic height is computed by dividing the NAVD 88
 CB0492.geopotential number by the normal gravity value computed on the
 CB0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0492.degrees latitude (g = 980.6199 gals.).
 CB0492
 CB0492.The modeled gravity was interpolated from observed gravity values.
 CB0492
 CB0492;                    North         East    Units  Estimated Accuracy
 CB0492;SPC TX C     - 3,223,810.      589,200.      MT  (+/- 180 meters Scaled)
 CB0492
 CB0492                          SUPERSEDED SURVEY CONTROL
 CB0492
 CB0492  NGVD 29 (??/??/92)  818.185  (m)         2684.33   (f) ADJ UNCH    2 0
 CB0492
 CB0492.Superseded values are not recommended for survey control.
 CB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0492.See file dsdata.txt to determine how the superseded data were derived.
 CB0492
 CB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA628077(NAD 83)
 CB0492_MARKER: DB = BENCH MARK DISK
 CB0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0492_STAMPING: Q 714 1942
 CB0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0492+STABILITY: SURFACE MOTION
 CB0492
 CB0492  HISTORY     - Date     Condition        Report By
 CB0492  HISTORY     - 1942     MONUMENTED       CGS
 CB0492  HISTORY     - 1973     MARK NOT FOUND   USGS
 CB0492
 CB0492                          STATION DESCRIPTION
 CB0492
 CB0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0492'16.8 MI S FROM GARDEN CITY.
 CB0492'16.8 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0492'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 0.1 MILE SOUTH
 CB0492'OF THE A. L. COBB MAILBOX AND A GATE ON THE WEST SIDE OF THE ROAD, 53
 CB0492'FEET SOUTH OF A T-FENCE CORNER ON THE EAST SIDE OF THE ROAD, 34 FEET
 CB0492'EAST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN
 CB0492'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 CB0492'ABOVE GROUND.
 CB0492
 CB0492                          STATION RECOVERY (1973)
 CB0492
 CB0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CB0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0271 ***********************************************************************
 CD0271  DESIGNATION -  Q 715
 CD0271  PID         -  CD0271
 CD0271  STATE/COUNTY-  TX/CULBERSON
 CD0271  USGS QUAD   -  DELAWARE RANCH (1973)
 CD0271
 CD0271                         *CURRENT SURVEY CONTROL
 CD0271  ___________________________________________________________________
 CD0271* NAD 83(1986)-  31 23 53.     (N)    104 35 08.     (W)     SCALED    
 CD0271* NAVD 88     -      1500.291  (meters)    4922.20   (feet)  ADJUSTED  
 CD0271  ___________________________________________________________________
 CD0271  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CD0271  DYNAMIC HT  -        1497.975 (meters)    4914.61  (feet)  COMP
 CD0271  MODELED GRAV-     979,042.6   (mgal)                       NAVD 88
 CD0271
 CD0271  VERT ORDER  -  SECOND    CLASS 0
 CD0271
 CD0271.The horizontal coordinates were scaled from a topographic map and have
 CD0271.an estimated accuracy of +/- 6 seconds.
 CD0271
 CD0271.The orthometric height was determined by differential leveling
 CD0271.and adjusted by the National Geodetic Survey in June 1991..
 CD0271
 CD0271.The geoid height was determined by GEOID03.
 CD0271
 CD0271.The dynamic height is computed by dividing the NAVD 88
 CD0271.geopotential number by the normal gravity value computed on the
 CD0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0271.degrees latitude (g = 980.6199 gals.).
 CD0271
 CD0271.The modeled gravity was interpolated from observed gravity values.
 CD0271
 CD0271;                    North         East    Units  Estimated Accuracy
 CD0271;SPC TX C     - 3,199,660.      295,730.      MT  (+/- 180 meters Scaled)
 CD0271
 CD0271                          SUPERSEDED SURVEY CONTROL
 CD0271
 CD0271  NGVD 29 (??/??/92) 1499.798  (m)         4920.59   (f) ADJ UNCH    2 0
 CD0271
 CD0271.Superseded values are not recommended for survey control.
 CD0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0271.See file dsdata.txt to determine how the superseded data were derived.
 CD0271
 CD0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ394737(NAD 83)
 CD0271_MARKER: DB = BENCH MARK DISK
 CD0271_SETTING: 66 = SET IN ROCK OUTCROP
 CD0271_SP_SET: OUTCROP
 CD0271_STAMPING: Q 715 1942
 CD0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0271+STABILITY: POSITION/ELEVATION WELL
 CD0271
 CD0271  HISTORY     - Date     Condition        Report By
 CD0271  HISTORY     - 1942     MONUMENTED       CGS
 CD0271  HISTORY     - 1958     GOOD             NGS
 CD0271  HISTORY     - 1973     MARK NOT FOUND   USGS
 CD0271
 CD0271                          STATION DESCRIPTION
 CD0271
 CD0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0271'50.1 MI N FROM VAN HORN.
 CD0271'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0271'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0271'HIGHWAY 54, THENCE ABOUT 18.7 MILES EAST ALONG A DIRT ROAD.  IN THE
 CD0271'TOP OF AN OVAL-SHAPED ROCK OUTCROP IN THE BOTTOM OF A WASH, ABOUT 1.0
 CD0271'MILE SOUTHEAST ALONG A VERY DIM TRAIL ROAD FROM BENCH MARK P 715, 11
 CD0271'FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 6 FEET NORTHEAST
 CD0271'OF A FENCE, AND ABOUT 1 FOOT SOUTHEAST OF A DAGGER BUSH.
 CD0271
 CD0271                          STATION RECOVERY (1973)
 CD0271
 CD0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CD0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0362 ***********************************************************************
 CD0362  DESIGNATION -  Q 716
 CD0362  PID         -  CD0362
 CD0362  STATE/COUNTY-  TX/CULBERSON
 CD0362  USGS QUAD   -  EMORY CORRAL (1973)
 CD0362
 CD0362                         *CURRENT SURVEY CONTROL
 CD0362  ___________________________________________________________________
 CD0362* NAD 83(1986)-  31 30 10.     (N)    104 30 03.     (W)     SCALED    
 CD0362* NAVD 88     -      1361.512  (meters)    4466.89   (feet)  ADJUSTED  
 CD0362  ___________________________________________________________________
 CD0362  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CD0362  DYNAMIC HT  -        1359.406 (meters)    4459.98  (feet)  COMP
 CD0362  MODELED GRAV-     979,045.2   (mgal)                       NAVD 88
 CD0362
 CD0362  VERT ORDER  -  SECOND    CLASS 0
 CD0362
 CD0362.The horizontal coordinates were scaled from a topographic map and have
 CD0362.an estimated accuracy of +/- 6 seconds.
 CD0362
 CD0362.The orthometric height was determined by differential leveling
 CD0362.and adjusted by the National Geodetic Survey in June 1991..
 CD0362
 CD0362.The geoid height was determined by GEOID03.
 CD0362
 CD0362.The dynamic height is computed by dividing the NAVD 88
 CD0362.geopotential number by the normal gravity value computed on the
 CD0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0362.degrees latitude (g = 980.6199 gals.).
 CD0362
 CD0362.The modeled gravity was interpolated from observed gravity values.
 CD0362
 CD0362;                    North         East    Units  Estimated Accuracy
 CD0362;SPC TX C     - 3,210,960.      304,210.      MT  (+/- 180 meters Scaled)
 CD0362
 CD0362                          SUPERSEDED SURVEY CONTROL
 CD0362
 CD0362  NGVD 29 (??/??/92) 1360.995  (m)         4465.20   (f) ADJ UNCH    2 0
 CD0362
 CD0362.Superseded values are not recommended for survey control.
 CD0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0362.See file dsdata.txt to determine how the superseded data were derived.
 CD0362
 CD0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ474854(NAD 83)
 CD0362_MARKER: DB = BENCH MARK DISK
 CD0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0362_STAMPING: Q 716 1942
 CD0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0362+STABILITY: SURFACE MOTION
 CD0362
 CD0362  HISTORY     - Date     Condition        Report By
 CD0362  HISTORY     - 1942     MONUMENTED       CGS
 CD0362  HISTORY     - 1958     GOOD             NGS
 CD0362
 CD0362                          STATION DESCRIPTION
 CD0362
 CD0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0362'64.1 MI SE FROM PINE SPRINGS.
 CD0362'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0362'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0362'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 35.0 MILES SOUTH ALONG
 CD0362'A GRADED DIRT ROAD.  15 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CD0362'ABOUT 0.45 MILE EAST-SOUTHEAST OF A TEE ROAD LEADING SOUTH-SOUTHWEST
 CD0362'TO A RANCH HOUSE, AT THE CENTER AND ON THE OUTSIDE OF A CURVE, ABOUT
 CD0362'0.4 MILE SOUTH OF A WINDMILL, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 CD0362'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 CD0362'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0011 ***********************************************************************
 CD0011  DESIGNATION -  Q 717
 CD0011  PID         -  CD0011
 CD0011  STATE/COUNTY-  TX/CULBERSON
 CD0011  USGS QUAD   -  SEVEN L PEAK (1973)
 CD0011
 CD0011                         *CURRENT SURVEY CONTROL
 CD0011  ___________________________________________________________________
 CD0011* NAD 83(1986)-  31 44 32.     (N)    104 29 56.     (W)     SCALED    
 CD0011* NAVD 88     -      1231.985  (meters)    4041.94   (feet)  ADJUSTED  
 CD0011  ___________________________________________________________________
 CD0011  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CD0011  DYNAMIC HT  -        1230.079 (meters)    4035.68  (feet)  COMP
 CD0011  MODELED GRAV-     979,050.4   (mgal)                       NAVD 88
 CD0011
 CD0011  VERT ORDER  -  SECOND    CLASS 0
 CD0011
 CD0011.The horizontal coordinates were scaled from a topographic map and have
 CD0011.an estimated accuracy of +/- 6 seconds.
 CD0011
 CD0011.The orthometric height was determined by differential leveling
 CD0011.and adjusted by the National Geodetic Survey in June 1991..
 CD0011
 CD0011.The geoid height was determined by GEOID03.
 CD0011
 CD0011.The dynamic height is computed by dividing the NAVD 88
 CD0011.geopotential number by the normal gravity value computed on the
 CD0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0011.degrees latitude (g = 980.6199 gals.).
 CD0011
 CD0011.The modeled gravity was interpolated from observed gravity values.
 CD0011
 CD0011;                    North         East    Units  Estimated Accuracy
 CD0011;SPC TX C     - 3,237,480.      305,390.      MT  (+/- 180 meters Scaled)
 CD0011
 CD0011                          SUPERSEDED SURVEY CONTROL
 CD0011
 CD0011  NGVD 29 (??/??/92) 1231.434  (m)         4040.13   (f) ADJ UNCH    2 0
 CD0011
 CD0011.Superseded values are not recommended for survey control.
 CD0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0011.See file dsdata.txt to determine how the superseded data were derived.
 CD0011
 CD0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER474119(NAD 83)
 CD0011_MARKER: DB = BENCH MARK DISK
 CD0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0011_STAMPING: Q 717 1942
 CD0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0011+STABILITY: SURFACE MOTION
 CD0011
 CD0011  HISTORY     - Date     Condition        Report By
 CD0011  HISTORY     - 1942     MONUMENTED       CGS
 CD0011  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0011  HISTORY     - 1975     GOOD             USGS
 CD0011
 CD0011                          STATION DESCRIPTION
 CD0011
 CD0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0011'38.7 MI SE FROM PINE SPRINGS.
 CD0011'ABOUT 1 MILE NORTH OF BENCH MARK P 717 (TEXAS GEOD. S.), IN THE FORKS
 CD0011'OF THE JUNCTION OF A ROAD LEADING SOUTHEAST TO KC RANCH, 31 FEET
 CD0011'WEST-SOUTHWEST OF THE CENTERLINE OF THE KC RANCH ROAD, 18 FEET
 CD0011'SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, AND 1.5 FEET NORTH OF A
 CD0011'WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED Q
 CD0011'717 1942 AND SET IN THE TOP OF A CONCRETE POST.
 CD0011
 CD0011                          STATION RECOVERY (1975)
 CD0011
 CD0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CD0011'OMIT PORTION OF DESCRIPTION IN THE FORKS---31 FT WEST-SOUTHWEST OF
 CD0011'C/L K.C. RANCH ROAD (NOW OBSOLETE) ALSO 16 FT E. OF DIRT ROAD INSTEAD
 CD0011'OF 18 FT. SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0161 ***********************************************************************
 BB0161  DESIGNATION -  Q 719
 BB0161  PID         -  BB0161
 BB0161  STATE/COUNTY-  TX/PRESIDIO
 BB0161  USGS QUAD   -  CASA PIEDRA (1983)
 BB0161
 BB0161                         *CURRENT SURVEY CONTROL
 BB0161  ___________________________________________________________________
 BB0161* NAD 83(1986)-  29 43 59.     (N)    104 04 07.     (W)     SCALED    
 BB0161* NAVD 88     -      1050.665  (meters)    3447.06   (feet)  ADJUSTED  
 BB0161  ___________________________________________________________________
 BB0161  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BB0161  DYNAMIC HT  -        1048.960 (meters)    3441.46  (feet)  COMP
 BB0161  MODELED GRAV-     978,983.7   (mgal)                       NAVD 88
 BB0161
 BB0161  VERT ORDER  -  SECOND    CLASS 0
 BB0161
 BB0161.The horizontal coordinates were scaled from a topographic map and have
 BB0161.an estimated accuracy of +/- 6 seconds.
 BB0161
 BB0161.The orthometric height was determined by differential leveling
 BB0161.and adjusted by the National Geodetic Survey in June 1991..
 BB0161
 BB0161.The geoid height was determined by GEOID03.
 BB0161
 BB0161.The dynamic height is computed by dividing the NAVD 88
 BB0161.geopotential number by the normal gravity value computed on the
 BB0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0161.degrees latitude (g = 980.6199 gals.).
 BB0161
 BB0161.The modeled gravity was interpolated from observed gravity values.
 BB0161
 BB0161;                    North         East    Units  Estimated Accuracy
 BB0161;SPC TXSC     - 4,221,160.      109,850.      MT  (+/- 180 meters Scaled)
 BB0161
 BB0161                          SUPERSEDED SURVEY CONTROL
 BB0161
 BB0161  NGVD 29 (??/??/92) 1050.320  (m)         3445.92   (f) ADJ UNCH    2 0
 BB0161
 BB0161.Superseded values are not recommended for survey control.
 BB0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0161.See file dsdata.txt to determine how the superseded data were derived.
 BB0161
 BB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN900895(NAD 83)
 BB0161_MARKER: DB = BENCH MARK DISK
 BB0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0161_STAMPING: Q 719 1943
 BB0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0161+STABILITY: SURFACE MOTION
 BB0161
 BB0161  HISTORY     - Date     Condition        Report By
 BB0161  HISTORY     - 1943     MONUMENTED       CGS
 BB0161  HISTORY     - 1958     GOOD             NGS
 BB0161
 BB0161                          STATION DESCRIPTION
 BB0161
 BB0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0161'1.0 MI SW FROM CASA PIEDRA.
 BB0161'ABOUT 0.3 MILE WEST ALONG A GRADED DIRT ROAD FROM THE C. L. VASQUEZ
 BB0161'STORE AT CASA PIEDRA, THENCE ABOUT 0.7 MILE SOUTHWEST ALONG A GRADED
 BB0161'DIRT ROAD.  22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 42 FEET
 BB0161'SOUTHEAST OF THE NEAR RAIL OF THE PANHANDLE AND SANTA FE RAILWAY, 6
 BB0161'FEET NORTHWEST OF THE SOUTHEAST RAILWAY RIGHT OF WAY FENCE, 61 FEET
 BB0161'SOUTHWEST OF THE 4TH POLE SOUTHWEST OF MILE POST 1004, 7 FEET
 BB0161'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 BB0161'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0393 ***********************************************************************
 CU0393  DESIGNATION -  Q 72
 CU0393  PID         -  CU0393
 CU0393  STATE/COUNTY-  TX/SCURRY
 CU0393  USGS QUAD   -  SNYDER (1979)
 CU0393
 CU0393                         *CURRENT SURVEY CONTROL
 CU0393  ___________________________________________________________________
 CU0393* NAD 83(1986)-  32 43 45.     (N)    100 54 52.     (W)     SCALED    
 CU0393* NAVD 88     -       716.368  (meters)    2350.28   (feet)  ADJUSTED  
 CU0393  ___________________________________________________________________
 CU0393  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CU0393  DYNAMIC HT  -         715.423 (meters)    2347.18  (feet)  COMP
 CU0393  MODELED GRAV-     979,296.5   (mgal)                       NAVD 88
 CU0393
 CU0393  VERT ORDER  -  FIRST     CLASS II
 CU0393
 CU0393.The horizontal coordinates were scaled from a topographic map and have
 CU0393.an estimated accuracy of +/- 6 seconds.
 CU0393
 CU0393.The orthometric height was determined by differential leveling
 CU0393.and adjusted by the National Geodetic Survey in June 1991..
 CU0393
 CU0393.The geoid height was determined by GEOID03.
 CU0393
 CU0393.The dynamic height is computed by dividing the NAVD 88
 CU0393.geopotential number by the normal gravity value computed on the
 CU0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0393.degrees latitude (g = 980.6199 gals.).
 CU0393
 CU0393.The modeled gravity was interpolated from observed gravity values.
 CU0393
 CU0393;                    North         East    Units  Estimated Accuracy
 CU0393;SPC TXNC     - 2,120,420.      373,720.      MT  (+/- 180 meters Scaled)
 CU0393
 CU0393                          SUPERSEDED SURVEY CONTROL
 CU0393
 CU0393  NGVD 29 (??/??/92)  716.084  (m)         2349.35   (f) ADJ UNCH    1 2
 CU0393
 CU0393.Superseded values are not recommended for survey control.
 CU0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0393.See file dsdata.txt to determine how the superseded data were derived.
 CU0393
 CU0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB206228(NAD 83)
 CU0393_MARKER: DB = BENCH MARK DISK
 CU0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0393_SP_SET: ABUTMENT
 CU0393_STAMPING: Q 72 1931 2349.352
 CU0393_MARK LOGO: CGS   
 CU0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0393
 CU0393  HISTORY     - Date     Condition        Report By
 CU0393  HISTORY     - 1931     MONUMENTED       CGS
 CU0393  HISTORY     - 1961     GOOD             NGS
 CU0393  HISTORY     - 1982     GOOD             NGS
 CU0393
 CU0393                          STATION DESCRIPTION
 CU0393
 CU0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0393'0.35 MI SE FROM SNYDER.
 CU0393'ABOUT 0.35 MILE SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0393'FROM THE STATION AT SNYDER, 7 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CU0393'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT
 CU0393'OF THE UNDERPASS OF 13TH STREET, AND ABOUT 2 FEET BELOW THE LEVEL OF
 CU0393'THE TRACK.
 CU0393
 CU0393                          STATION RECOVERY (1982)
 CU0393
 CU0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0393'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN SNYDER, IN
 CU0393'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 CU0393'SANTA FE RAILROAD OVERPASS OF 13TH STREET AND 2.1 METERS (6.9 FT)
 CU0393'NORTHEAST OF THE NEAR RAIL.
 CU0393'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0241 ***********************************************************************
 BO0241  DESIGNATION -  Q 720
 BO0241  PID         -  BO0241
 BO0241  STATE/COUNTY-  TX/VAL VERDE
 BO0241  USGS QUAD   -  STEEL STAR DRAW (1970)
 BO0241
 BO0241                         *CURRENT SURVEY CONTROL
 BO0241  ___________________________________________________________________
 BO0241* NAD 83(1986)-  30 12 11.     (N)    101 21 05.     (W)     SCALED    
 BO0241* NAVD 88     -       650.200  (meters)    2133.20   (feet)  ADJUSTED  
 BO0241  ___________________________________________________________________
 BO0241  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BO0241  DYNAMIC HT  -         649.235 (meters)    2130.03  (feet)  COMP
 BO0241  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 BO0241
 BO0241  VERT ORDER  -  SECOND    CLASS 0
 BO0241
 BO0241.The horizontal coordinates were scaled from a topographic map and have
 BO0241.an estimated accuracy of +/- 6 seconds.
 BO0241
 BO0241.The orthometric height was determined by differential leveling
 BO0241.and adjusted by the National Geodetic Survey in June 1991..
 BO0241
 BO0241.The geoid height was determined by GEOID03.
 BO0241
 BO0241.The dynamic height is computed by dividing the NAVD 88
 BO0241.geopotential number by the normal gravity value computed on the
 BO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0241.degrees latitude (g = 980.6199 gals.).
 BO0241
 BO0241.The modeled gravity was interpolated from observed gravity values.
 BO0241
 BO0241;                    North         East    Units  Estimated Accuracy
 BO0241;SPC TXSC     - 4,264,910.      373,610.      MT  (+/- 180 meters Scaled)
 BO0241
 BO0241                          SUPERSEDED SURVEY CONTROL
 BO0241
 BO0241  NGVD 29 (??/??/92)  650.054  (m)         2132.72   (f) ADJ UNCH    2 0
 BO0241
 BO0241.Superseded values are not recommended for survey control.
 BO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0241.See file dsdata.txt to determine how the superseded data were derived.
 BO0241
 BO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU736436(NAD 83)
 BO0241_MARKER: DB = BENCH MARK DISK
 BO0241_SETTING: 66 = SET IN ROCK OUTCROP
 BO0241_SP_SET: OUTCROP
 BO0241_STAMPING: Q 720 1942
 BO0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0241+STABILITY: POSITION/ELEVATION WELL
 BO0241
 BO0241  HISTORY     - Date     Condition        Report By
 BO0241  HISTORY     - 1942     MONUMENTED       CGS
 BO0241  HISTORY     - 1970     GOOD             USGS
 BO0241  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0241
 BO0241                          STATION DESCRIPTION
 BO0241
 BO0241'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BO0241'34.3 MI E FROM PANDALE.
 BO0241'ABOUT 14.3 MILES EAST ALONG THE PUBLIC ROAD LEADING TO JUNO FROM THE
 BO0241'SCHOOLHOUSE AT PANDALE TO JUNCTION WITH AN OLD ROAD SCAR LEADING
 BO0241'SOUTHEAST, THENCE 0.1 MILE SOUTHEAST ALONG OLD ROAD, 30 FEET SOUTHWEST
 BO0241'OF CENTERLINE IN A LIMESTONE OUTCROP ABOUT LEVEL WITH THE ROAD, A
 BO0241'STANDARD TABLET STAMPED Q 720 1942.
 BO0241
 BO0241                          STATION RECOVERY (1999)
 BO0241
 BO0241'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0264 ***********************************************************************
 BO0264  DESIGNATION -  Q 721
 BO0264  PID         -  BO0264
 BO0264  STATE/COUNTY-  TX/VAL VERDE
 BO0264  USGS QUAD   -  BEE CANYON (1970)
 BO0264
 BO0264                         *CURRENT SURVEY CONTROL
 BO0264  ___________________________________________________________________
 BO0264* NAD 83(1986)-  30 08 00.     (N)    101 08 25.     (W)     SCALED    
 BO0264* NAVD 88     -       518.200  (meters)    1700.13   (feet)  ADJUSTED  
 BO0264  ___________________________________________________________________
 BO0264  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 BO0264  DYNAMIC HT  -         517.437 (meters)    1697.62  (feet)  COMP
 BO0264  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 BO0264
 BO0264  VERT ORDER  -  SECOND    CLASS 0
 BO0264
 BO0264.The horizontal coordinates were scaled from a topographic map and have
 BO0264.an estimated accuracy of +/- 6 seconds.
 BO0264
 BO0264.The orthometric height was determined by differential leveling
 BO0264.and adjusted by the National Geodetic Survey in June 1991..
 BO0264
 BO0264.The geoid height was determined by GEOID03.
 BO0264
 BO0264.The dynamic height is computed by dividing the NAVD 88
 BO0264.geopotential number by the normal gravity value computed on the
 BO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0264.degrees latitude (g = 980.6199 gals.).
 BO0264
 BO0264.The modeled gravity was interpolated from observed gravity values.
 BO0264
 BO0264;                    North         East    Units  Estimated Accuracy
 BO0264;SPC TXSC     - 4,256,800.      393,790.      MT  (+/- 180 meters Scaled)
 BO0264
 BO0264                          SUPERSEDED SURVEY CONTROL
 BO0264
 BO0264  NGVD 29 (??/??/92)  518.077  (m)         1699.72   (f) ADJ UNCH    2 0
 BO0264
 BO0264.Superseded values are not recommended for survey control.
 BO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0264.See file dsdata.txt to determine how the superseded data were derived.
 BO0264
 BO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU938354(NAD 83)
 BO0264_MARKER: DB = BENCH MARK DISK
 BO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0264_STAMPING: Q 721 1942
 BO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0264+STABILITY: SURFACE MOTION
 BO0264
 BO0264  HISTORY     - Date     Condition        Report By
 BO0264  HISTORY     - 1942     MONUMENTED       CGS
 BO0264  HISTORY     - 1971     POOR             NGS
 BO0264
 BO0264                          STATION DESCRIPTION
 BO0264
 BO0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BO0264'3.2 MI SW FROM JUNO.
 BO0264'GO SOUTH ON STATE HIGHWAY 163 FOR 1.9 MILES FROM THE STORE IN JUNO TO
 BO0264'A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON THE GRADED ROAD FOR 1.3
 BO0264'MILES TO A SLIGHT LEFT CURVE AND THE MARK ON THE RIGHT.  1.3 MILES
 BO0264'EAST OF A ROCK BUNGOLOW, JAKE MAYFIELD RANCH, 0.25 MILE EAST OF A
 BO0264'CATTLE GUARD, 35 FEET NORTHWEST OF THE CENTER OF THE ROAD, 10 FEET
 BO0264'SOUTH OF BEING ON LINE WITH AN EAST-WEST POWER LINE, AND 1.0 FOOT
 BO0264'SOUTH OF A METAL WITNESS POST.  NOTE-- THE EDGE OF THE POST IS CHIPPED
 BO0264'AND THE DISK CRAKED.  IT IS FLUSH WITH THE GROUND AND APPARENTLY WAS
 BO0264'RUN OVER BY MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0085 ***********************************************************************
 BO0085  DESIGNATION -  Q 722
 BO0085  PID         -  BO0085
 BO0085  STATE/COUNTY-  TX/VAL VERDE
 BO0085  USGS QUAD   -  WHITE DRAW (1973)
 BO0085
 BO0085                         *CURRENT SURVEY CONTROL
 BO0085  ___________________________________________________________________
 BO0085* NAD 83(1986)-  30 02 49.     (N)    100 59 15.     (W)     SCALED    
 BO0085* NAVD 88     -       548.933  (meters)    1800.96   (feet)  ADJUSTED  
 BO0085  ___________________________________________________________________
 BO0085  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 BO0085  DYNAMIC HT  -         548.129 (meters)    1798.32  (feet)  COMP
 BO0085  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 BO0085
 BO0085  VERT ORDER  -  SECOND    CLASS 0
 BO0085
 BO0085.The horizontal coordinates were scaled from a topographic map and have
 BO0085.an estimated accuracy of +/- 6 seconds.
 BO0085
 BO0085.The orthometric height was determined by differential leveling
 BO0085.and adjusted by the National Geodetic Survey in June 1991..
 BO0085
 BO0085.The geoid height was determined by GEOID03.
 BO0085
 BO0085.The dynamic height is computed by dividing the NAVD 88
 BO0085.geopotential number by the normal gravity value computed on the
 BO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0085.degrees latitude (g = 980.6199 gals.).
 BO0085
 BO0085.The modeled gravity was interpolated from observed gravity values.
 BO0085
 BO0085;                    North         East    Units  Estimated Accuracy
 BO0085;SPC TXSC     - 4,246,960.      408,350.      MT  (+/- 180 meters Scaled)
 BO0085
 BO0085                          SUPERSEDED SURVEY CONTROL
 BO0085
 BO0085  NGVD 29 (??/??/92)  548.814  (m)         1800.57   (f) ADJ UNCH    2 0
 BO0085
 BO0085.Superseded values are not recommended for survey control.
 BO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0085.See file dsdata.txt to determine how the superseded data were derived.
 BO0085
 BO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU083256(NAD 83)
 BO0085_MARKER: DB = BENCH MARK DISK
 BO0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0085_STAMPING: Q 722 1942
 BO0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0085+STABILITY: SURFACE MOTION
 BO0085
 BO0085  HISTORY     - Date     Condition        Report By
 BO0085  HISTORY     - 1942     MONUMENTED       CGS
 BO0085
 BO0085                          STATION DESCRIPTION
 BO0085
 BO0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0085'21.05 MI NE FROM JUNO.
 BO0085'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0085'ABOUT 13.05 MILES EAST ALONG A RANCH ROAD TO LOMA ALTA FROM THE POST
 BO0085'OFFICE AT JUNO, VAL VERDE COUNTY, ABOUT 0.1 MILE SOUTH OF A DRAW, 5.5
 BO0085'FEET WEST OF A BLAZED 6-INCH MESQUITE TREE, 29.0 FEET EAST OF THE
 BO0085'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0224 ***********************************************************************
 AZ0224  DESIGNATION -  Q 723
 AZ0224  PID         -  AZ0224
 AZ0224  STATE/COUNTY-  TX/VAL VERDE
 AZ0224  USGS QUAD   -  OPEN HOLLOW (1978)
 AZ0224
 AZ0224                         *CURRENT SURVEY CONTROL
 AZ0224  ___________________________________________________________________
 AZ0224* NAD 83(1986)-  29 59 48.     (N)    100 48 32.     (W)     SCALED    
 AZ0224* NAVD 88     -       554.094  (meters)    1817.89   (feet)  ADJUSTED  
 AZ0224  ___________________________________________________________________
 AZ0224  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AZ0224  DYNAMIC HT  -         553.275 (meters)    1815.20  (feet)  COMP
 AZ0224  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 AZ0224
 AZ0224  VERT ORDER  -  SECOND    CLASS 0
 AZ0224
 AZ0224.The horizontal coordinates were scaled from a topographic map and have
 AZ0224.an estimated accuracy of +/- 6 seconds.
 AZ0224
 AZ0224.The orthometric height was determined by differential leveling
 AZ0224.and adjusted by the National Geodetic Survey in June 1991..
 AZ0224
 AZ0224.The geoid height was determined by GEOID03.
 AZ0224
 AZ0224.The dynamic height is computed by dividing the NAVD 88
 AZ0224.geopotential number by the normal gravity value computed on the
 AZ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0224.degrees latitude (g = 980.6199 gals.).
 AZ0224
 AZ0224.The modeled gravity was interpolated from observed gravity values.
 AZ0224
 AZ0224;                    North         East    Units  Estimated Accuracy
 AZ0224;SPC TXSC     - 4,241,110.      425,480.      MT  (+/- 180 meters Scaled)
 AZ0224
 AZ0224                          SUPERSEDED SURVEY CONTROL
 AZ0224
 AZ0224  NGVD 29 (??/??/92)  553.988  (m)         1817.54   (f) ADJ UNCH    2 0
 AZ0224
 AZ0224.Superseded values are not recommended for survey control.
 AZ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0224.See file dsdata.txt to determine how the superseded data were derived.
 AZ0224
 AZ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU255197(NAD 83)
 AZ0224_MARKER: DB = BENCH MARK DISK
 AZ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0224_STAMPING: Q 723 1942
 AZ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0224+STABILITY: SURFACE MOTION
 AZ0224
 AZ0224  HISTORY     - Date     Condition        Report By
 AZ0224  HISTORY     - 1942     MONUMENTED       CGS
 AZ0224
 AZ0224                          STATION DESCRIPTION
 AZ0224
 AZ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AZ0224'7.15 MI NW FROM LOMA ALTA.
 AZ0224'THIS MARK IS ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 277 AND ABOUT
 AZ0224'3.45 MILES WEST ALONG A RANCH ROAD TO JUNO FROM THE STORE AT LOMA
 AZ0224'ALTA, VAL VERDE COUNTY, 0.2 MILE EAST OF A DRAW, SET AT THE NORTHWEST
 AZ0224'END OF A CURVE, 26.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 AZ0224'19.0 FEET NORTHWEST OF A GROUP OF MESQUITE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0313 ***********************************************************************
 BO0313  DESIGNATION -  Q 724
 BO0313  PID         -  BO0313
 BO0313  STATE/COUNTY-  TX/TERRELL
 BO0313  USGS QUAD   -  OASIS RANCH (1980)
 BO0313
 BO0313                         *CURRENT SURVEY CONTROL
 BO0313  ___________________________________________________________________
 BO0313* NAD 83(1986)-  30 28 22.     (N)    101 50 50.     (W)     SCALED    
 BO0313* NAVD 88     -       630.412  (meters)    2068.28   (feet)  ADJUSTED  
 BO0313  ___________________________________________________________________
 BO0313  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 BO0313  DYNAMIC HT  -         629.482 (meters)    2065.23  (feet)  COMP
 BO0313  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 BO0313
 BO0313  VERT ORDER  -  SECOND    CLASS 0
 BO0313
 BO0313.The horizontal coordinates were scaled from a topographic map and have
 BO0313.an estimated accuracy of +/- 6 seconds.
 BO0313
 BO0313.The orthometric height was determined by differential leveling
 BO0313.and adjusted by the National Geodetic Survey in June 1991..
 BO0313
 BO0313.The geoid height was determined by GEOID03.
 BO0313
 BO0313.The dynamic height is computed by dividing the NAVD 88
 BO0313.geopotential number by the normal gravity value computed on the
 BO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0313.degrees latitude (g = 980.6199 gals.).
 BO0313
 BO0313.The modeled gravity was interpolated from observed gravity values.
 BO0313
 BO0313;                    North         East    Units  Estimated Accuracy
 BO0313;SPC TXSC     - 4,295,870.      326,600.      MT  (+/- 180 meters Scaled)
 BO0313
 BO0313                          SUPERSEDED SURVEY CONTROL
 BO0313
 BO0313  NGVD 29 (??/??/92)  630.192  (m)         2067.55   (f) ADJ UNCH    2 0
 BO0313
 BO0313.Superseded values are not recommended for survey control.
 BO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0313.See file dsdata.txt to determine how the superseded data were derived.
 BO0313
 BO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU266746(NAD 83)
 BO0313_MARKER: DB = BENCH MARK DISK
 BO0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0313_STAMPING: Q 724 1942
 BO0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0313+STABILITY: SURFACE MOTION
 BO0313
 BO0313  HISTORY     - Date     Condition        Report By
 BO0313  HISTORY     - 1942     MONUMENTED       CGS
 BO0313  HISTORY     - 1958     GOOD             NGS
 BO0313
 BO0313                          STATION DESCRIPTION
 BO0313
 BO0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0313'21.0 MI S FROM SHEFFIELD.
 BO0313'ABOUT 20.75 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0313'AT SHEFFIELD, THENCE 0.25 MILE SOUTH-SOUTHWEST ACROSS BRUSH COVERED
 BO0313'BOTTOM LAND, ON THE SOUTH-SOUTHWEST BANK OF A WIDE GRAVELED WASH, 91
 BO0313'FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A CONCRETE SLAB ACROSS THE
 BO0313'WASH, 32 FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY, 1 1/2 FEET
 BO0313'SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BO0313'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0094 ***********************************************************************
 BP0094  DESIGNATION -  Q 725
 BP0094  PID         -  BP0094
 BP0094  STATE/COUNTY-  TX/TERRELL
 BP0094  USGS QUAD   -  DRYDEN NE (1969)
 BP0094
 BP0094                         *CURRENT SURVEY CONTROL
 BP0094  ___________________________________________________________________
 BP0094* NAD 83(1986)-  30 14 51.     (N)    102 02 55.     (W)     SCALED    
 BP0094* NAVD 88     -       709.553  (meters)    2327.93   (feet)  ADJUSTED  
 BP0094  ___________________________________________________________________
 BP0094  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 BP0094  DYNAMIC HT  -         708.481 (meters)    2324.41  (feet)  COMP
 BP0094  MODELED GRAV-     979,107.7   (mgal)                       NAVD 88
 BP0094
 BP0094  VERT ORDER  -  SECOND    CLASS 0
 BP0094
 BP0094.The horizontal coordinates were scaled from a topographic map and have
 BP0094.an estimated accuracy of +/- 6 seconds.
 BP0094
 BP0094.The orthometric height was determined by differential leveling
 BP0094.and adjusted by the National Geodetic Survey in June 1991..
 BP0094
 BP0094.The geoid height was determined by GEOID03.
 BP0094
 BP0094.The dynamic height is computed by dividing the NAVD 88
 BP0094.geopotential number by the normal gravity value computed on the
 BP0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0094.degrees latitude (g = 980.6199 gals.).
 BP0094
 BP0094.The modeled gravity was interpolated from observed gravity values.
 BP0094
 BP0094;                    North         East    Units  Estimated Accuracy
 BP0094;SPC TXSC     - 4,271,390.      306,620.      MT  (+/- 180 meters Scaled)
 BP0094
 BP0094                          SUPERSEDED SURVEY CONTROL
 BP0094
 BP0094  NGVD 29 (??/??/92)  709.331  (m)         2327.20   (f) ADJ UNCH    2 0
 BP0094
 BP0094.Superseded values are not recommended for survey control.
 BP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0094.See file dsdata.txt to determine how the superseded data were derived.
 BP0094
 BP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP840498(NAD 83)
 BP0094_MARKER: DB = BENCH MARK DISK
 BP0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0094_STAMPING: Q 725 1942
 BP0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0094+STABILITY: SURFACE MOTION
 BP0094
 BP0094  HISTORY     - Date     Condition        Report By
 BP0094  HISTORY     - 1942     MONUMENTED       CGS
 BP0094  HISTORY     - 1958     GOOD             NGS
 BP0094
 BP0094                          STATION DESCRIPTION
 BP0094
 BP0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0094'15.35 MI N FROM DRYDEN.
 BP0094'ABOUT 8.7 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0094'ORLEANS RAILROAD STATION AT DRYDEN, THENCE 6.65 MILES NORTH ALONG THE
 BP0094'OLD HIGHWAY, 34 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE OLD
 BP0094'HIGHWAY, ABOUT 0.45 MILE NORTH OF THE CREST OF A HILL, ABOUT 0.5 MILE
 BP0094'SOUTH OF THE JUNCTION OF THE ROAD LEADING TO THE E. W. YOUNG HOUSE,
 BP0094'ABOUT 100 YARDS SOUTH-SOUTHEAST OF A SMALL KNOLL, 160 FEET NORTHWEST
 BP0094'OF THE CENTER LINE OF A SMALL WOODED DRAW, 1 1/2 FEET NORTH OF A WHITE
 BP0094'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BP0094'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0391 ***********************************************************************
 CC0391  DESIGNATION -  Q 726
 CC0391  PID         -  CC0391
 CC0391  STATE/COUNTY-  TX/REEVES
 CC0391  USGS QUAD   -  BIG HILL (1970)
 CC0391
 CC0391                         *CURRENT SURVEY CONTROL
 CC0391  ___________________________________________________________________
 CC0391* NAD 83(1986)-  31 24 11.     (N)    103 51 03.     (W)     SCALED    
 CC0391* NAVD 88     -       906.523  (meters)    2974.15   (feet)  ADJUSTED  
 CC0391  ___________________________________________________________________
 CC0391  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CC0391  DYNAMIC HT  -         905.176 (meters)    2969.73  (feet)  COMP
 CC0391  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 CC0391
 CC0391  VERT ORDER  -  SECOND    CLASS 0
 CC0391
 CC0391.The horizontal coordinates were scaled from a topographic map and have
 CC0391.an estimated accuracy of +/- 6 seconds.
 CC0391
 CC0391.The orthometric height was determined by differential leveling
 CC0391.and adjusted by the National Geodetic Survey in June 1991..
 CC0391
 CC0391.The geoid height was determined by GEOID03.
 CC0391
 CC0391.The dynamic height is computed by dividing the NAVD 88
 CC0391.geopotential number by the normal gravity value computed on the
 CC0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0391.degrees latitude (g = 980.6199 gals.).
 CC0391
 CC0391.The modeled gravity was interpolated from observed gravity values.
 CC0391
 CC0391;                    North         East    Units  Estimated Accuracy
 CC0391;SPC TX C     - 3,197,780.      365,570.      MT  (+/- 180 meters Scaled)
 CC0391
 CC0391                          SUPERSEDED SURVEY CONTROL
 CC0391
 CC0391  NGVD 29 (??/??/92)  906.151  (m)         2972.93   (f) ADJ UNCH    2 0
 CC0391
 CC0391.Superseded values are not recommended for survey control.
 CC0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0391.See file dsdata.txt to determine how the superseded data were derived.
 CC0391
 CC0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ092748(NAD 83)
 CC0391_MARKER: DB = BENCH MARK DISK
 CC0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0391_STAMPING: Q 726 1942
 CC0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0391+STABILITY: SURFACE MOTION
 CC0391
 CC0391  HISTORY     - Date     Condition        Report By
 CC0391  HISTORY     - 1942     MONUMENTED       CGS
 CC0391  HISTORY     - 1958     GOOD             NGS
 CC0391
 CC0391                          STATION DESCRIPTION
 CC0391
 CC0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0391'8.15 MI NW FROM TOYAH.
 CC0391'ABOUT 8.15 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0391'PACIFIC RAILWAY COMPANY STATION AT TOYAH, 50 FEET NORTHEAST OF THE
 CC0391'CENTER LINE OF THE ROAD, ABOUT 0.8 MILE NORTHWEST OF A CATTLE GUARD,
 CC0391'ABOUT 0.2 MILE WEST-NORTHWEST OF A WOODEN TOWER WINDMILL, 1 1/2 FEET
 CC0391'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CC0391'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0058 ***********************************************************************
 CD0058  DESIGNATION -  Q 727
 CD0058  PID         -  CD0058
 CD0058  STATE/COUNTY-  TX/CULBERSON
 CD0058  USGS QUAD   -  TWO MILL DRAW EAST (1973)
 CD0058
 CD0058                         *CURRENT SURVEY CONTROL
 CD0058  ___________________________________________________________________
 CD0058* NAD 83(1986)-  31 32 18.     (N)    104 11 01.     (W)     SCALED    
 CD0058* NAVD 88     -      1077.065  (meters)    3533.67   (feet)  ADJUSTED  
 CD0058  ___________________________________________________________________
 CD0058  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CD0058  DYNAMIC HT  -        1075.442 (meters)    3528.35  (feet)  COMP
 CD0058  MODELED GRAV-     979,096.3   (mgal)                       NAVD 88
 CD0058
 CD0058  VERT ORDER  -  SECOND    CLASS 0
 CD0058
 CD0058.The horizontal coordinates were scaled from a topographic map and have
 CD0058.an estimated accuracy of +/- 6 seconds.
 CD0058
 CD0058.The orthometric height was determined by differential leveling
 CD0058.and adjusted by the National Geodetic Survey in June 1991..
 CD0058
 CD0058.The geoid height was determined by GEOID03.
 CD0058
 CD0058.The dynamic height is computed by dividing the NAVD 88
 CD0058.geopotential number by the normal gravity value computed on the
 CD0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0058.degrees latitude (g = 980.6199 gals.).
 CD0058
 CD0058.The modeled gravity was interpolated from observed gravity values.
 CD0058
 CD0058;                    North         East    Units  Estimated Accuracy
 CD0058;SPC TX C     - 3,213,810.      334,460.      MT  (+/- 180 meters Scaled)
 CD0058
 CD0058                          SUPERSEDED SURVEY CONTROL
 CD0058
 CD0058  NGVD 29 (??/??/92) 1076.622  (m)         3532.22   (f) ADJ UNCH    2 0
 CD0058
 CD0058.Superseded values are not recommended for survey control.
 CD0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0058.See file dsdata.txt to determine how the superseded data were derived.
 CD0058
 CD0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ774895(NAD 83)
 CD0058_MARKER: DB = BENCH MARK DISK
 CD0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0058_STAMPING: Q 727 1942
 CD0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0058+STABILITY: SURFACE MOTION
 CD0058
 CD0058  HISTORY     - Date     Condition        Report By
 CD0058  HISTORY     - 1942     MONUMENTED       CGS
 CD0058  HISTORY     - 1958     GOOD             NGS
 CD0058
 CD0058                          STATION DESCRIPTION
 CD0058
 CD0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0058'32.25 MI NW FROM TOYAH.
 CD0058'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0058'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 23.3 MILES
 CD0058'NORTHWEST ALONG A GRADED ROAD.  32 FEET SOUTHWEST OF THE CENTER LINE
 CD0058'OF THE ROAD, ABOUT MIDWAY BETWEEN TWO CURVES, ABOUT 0.1 MILE SOUTHEAST
 CD0058'OF A CURVE AROUND A HILL, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 CD0058'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD, AND IN THE TOP OF A
 CD0058'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0126 ***********************************************************************
 CD0126  DESIGNATION -  Q 728
 CD0126  PID         -  CD0126
 CD0126  STATE/COUNTY-  TX/CULBERSON
 CD0126  USGS QUAD   -  BORACHO (1970)
 CD0126
 CD0126                         *CURRENT SURVEY CONTROL
 CD0126  ___________________________________________________________________
 CD0126* NAD 83(1986)-  31 04 09.     (N)    104 28 55.     (W)     SCALED    
 CD0126* NAVD 88     -      1264.128  (meters)    4147.39   (feet)  ADJUSTED  
 CD0126  ___________________________________________________________________
 CD0126  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 CD0126  DYNAMIC HT  -        1262.166 (meters)    4140.96  (feet)  COMP
 CD0126  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 CD0126
 CD0126  VERT ORDER  -  FIRST     CLASS II
 CD0126
 CD0126.The horizontal coordinates were scaled from a topographic map and have
 CD0126.an estimated accuracy of +/- 6 seconds.
 CD0126
 CD0126.The orthometric height was determined by differential leveling
 CD0126.and adjusted by the National Geodetic Survey in June 1991..
 CD0126.WARNING-Repeat measurements at this control monument indicate possible
 CD0126.vertical movement.
 CD0126
 CD0126.The geoid height was determined by GEOID03.
 CD0126
 CD0126.The dynamic height is computed by dividing the NAVD 88
 CD0126.geopotential number by the normal gravity value computed on the
 CD0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0126.degrees latitude (g = 980.6199 gals.).
 CD0126
 CD0126.The modeled gravity was interpolated from observed gravity values.
 CD0126
 CD0126;                    North         East    Units  Estimated Accuracy
 CD0126;SPC TX C     - 3,162,860.      304,220.      MT  (+/- 180 meters Scaled)
 CD0126
 CD0126                          SUPERSEDED SURVEY CONTROL
 CD0126
 CD0126  NGVD 29 (??/??/92) 1263.635  (m)         4145.78   (f) ADJ UNCH    1 2
 CD0126
 CD0126.Superseded values are not recommended for survey control.
 CD0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0126.See file dsdata.txt to determine how the superseded data were derived.
 CD0126
 CD0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ494373(NAD 83)
 CD0126_MARKER: DB = BENCH MARK DISK
 CD0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0126_STAMPING: Q 728 1942
 CD0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0126+STABILITY: SURFACE MOTION
 CD0126
 CD0126  HISTORY     - Date     Condition        Report By
 CD0126  HISTORY     - 1942     MONUMENTED       CGS
 CD0126  HISTORY     - 1956     GOOD             NGS
 CD0126
 CD0126                          STATION DESCRIPTION
 CD0126
 CD0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0126'4.5 MI E FROM PLATEAU.
 CD0126'4.5 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0126'FOREMANS HOUSE AT PLATEAU, 5.7 FEET WEST OF THE 17TH POLE WEST OF
 CD0126'MILEPOST 714, 41.5 FEET SOUTH OF THE SOUTH RAIL, 6.8 FEET SOUTH OF A
 CD0126'FENCE, 1.3 FEET NORTH OF A WITNESS POST, 1.0 MILE WEST OF BENCH MARK M
 CD0126'1069, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 CD0126'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0066 ***********************************************************************
 BQ0066  DESIGNATION -  Q 730
 BQ0066  PID         -  BQ0066
 BQ0066  STATE/COUNTY-  TX/PRESIDIO
 BQ0066  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0066
 BQ0066                         *CURRENT SURVEY CONTROL
 BQ0066  ___________________________________________________________________
 BQ0066* NAD 83(1986)-  30 31 52.     (N)    104 29 10.     (W)     SCALED    
 BQ0066* NAVD 88     -      1348.792  (meters)    4425.16   (feet)  POSTED    
 BQ0066  ___________________________________________________________________
 BQ0066  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BQ0066  DYNAMIC HT  -        1346.560 (meters)    4417.84  (feet)  COMP
 BQ0066  MODELED GRAV-     978,936.9   (mgal)                       NAVD 88
 BQ0066
 BQ0066  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0066
 BQ0066.The horizontal coordinates were scaled from a topographic map and have
 BQ0066.an estimated accuracy of +/- 6 seconds.
 BQ0066
 BQ0066.The orthometric height was determined by differential leveling
 BQ0066.and adjusted by the National Geodetic Survey in 1992..
 BQ0066.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0066.rate of 1.1 thru 2.0 mm/km.
 BQ0066
 BQ0066.The geoid height was determined by GEOID03.
 BQ0066
 BQ0066.The dynamic height is computed by dividing the NAVD 88
 BQ0066.geopotential number by the normal gravity value computed on the
 BQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0066.degrees latitude (g = 980.6199 gals.).
 BQ0066
 BQ0066.The modeled gravity was interpolated from observed gravity values.
 BQ0066
 BQ0066;                    North         East    Units  Estimated Accuracy
 BQ0066;SPC TXSC     - 4,311,350.       73,660.      MT  (+/- 180 meters Scaled)
 BQ0066
 BQ0066                          SUPERSEDED SURVEY CONTROL
 BQ0066
 BQ0066  NGVD 29 (??/??/92) 1348.209  (m)         4423.25   (f) ADJ UNCH    2 0
 BQ0066
 BQ0066.Superseded values are not recommended for survey control.
 BQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0066.See file dsdata.txt to determine how the superseded data were derived.
 BQ0066
 BQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP492777(NAD 83)
 BQ0066_MARKER: DB = BENCH MARK DISK
 BQ0066_SETTING: 0 = UNSPECIFIED SETTING
 BQ0066_STAMPING: Q 730 1943
 BQ0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0066
 BQ0066  HISTORY     - Date     Condition        Report By
 BQ0066  HISTORY     - 1943     MONUMENTED       CGS
 BQ0066  HISTORY     - 1958     GOOD             NGS
 BQ0066
 BQ0066                          STATION DESCRIPTION
 BQ0066
 BQ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0066'3.9 MI S FROM VALENTINE.
 BQ0066'THIS MARK IS 3.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH FROM
 BQ0066'THE POST OFFICE AT VALENTINE, 0.6 MILE SOUTH OF A FENCE RUNNING
 BQ0066'EAST-WEST, 0.4 MILE NORTH OF A RANCH, 35 FEET WEST OF THE CENTERLINE
 BQ0066'OF THE ROAD, 450 FEET EAST OF FENCE LINE AND IS 2.6 FEET HIGHER IN
 BQ0066'ELEVATION, PROJECTING 3-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0187 ***********************************************************************
 BQ0187  DESIGNATION -  Q 731
 BQ0187  PID         -  BQ0187
 BQ0187  STATE/COUNTY-  TX/PRESIDIO
 BQ0187  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0187
 BQ0187                         *CURRENT SURVEY CONTROL
 BQ0187  ___________________________________________________________________
 BQ0187* NAD 83(1986)-  30 13 51.     (N)    104 33 40.     (W)     SCALED    
 BQ0187* NAVD 88     -      1225.345  (meters)    4020.15   (feet)  POSTED    
 BQ0187  ___________________________________________________________________
 BQ0187  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 BQ0187  DYNAMIC HT  -        1223.340 (meters)    4013.57  (feet)  COMP
 BQ0187  MODELED GRAV-     978,962.3   (mgal)                       NAVD 88
 BQ0187
 BQ0187  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0187
 BQ0187.The horizontal coordinates were scaled from a topographic map and have
 BQ0187.an estimated accuracy of +/- 6 seconds.
 BQ0187
 BQ0187.The orthometric height was determined by differential leveling
 BQ0187.and adjusted by the National Geodetic Survey in 1992..
 BQ0187.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0187.rate of 1.1 thru 2.0 mm/km.
 BQ0187
 BQ0187.The geoid height was determined by GEOID03.
 BQ0187
 BQ0187.The dynamic height is computed by dividing the NAVD 88
 BQ0187.geopotential number by the normal gravity value computed on the
 BQ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0187.degrees latitude (g = 980.6199 gals.).
 BQ0187
 BQ0187.The modeled gravity was interpolated from observed gravity values.
 BQ0187
 BQ0187;                    North         East    Units  Estimated Accuracy
 BQ0187;SPC TXSC     - 4,278,440.       64,890.      MT  (+/- 180 meters Scaled)
 BQ0187
 BQ0187                          SUPERSEDED SURVEY CONTROL
 BQ0187
 BQ0187  NGVD 29 (??/??/92) 1224.821  (m)         4018.43   (f) ADJ UNCH    2 0
 BQ0187
 BQ0187.Superseded values are not recommended for survey control.
 BQ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0187.See file dsdata.txt to determine how the superseded data were derived.
 BQ0187
 BQ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP422444(NAD 83)
 BQ0187_MARKER: DB = BENCH MARK DISK
 BQ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0187_STAMPING: Q 731 1943
 BQ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0187+STABILITY: SURFACE MOTION
 BQ0187
 BQ0187  HISTORY     - Date     Condition        Report By
 BQ0187  HISTORY     - 1943     MONUMENTED       CGS
 BQ0187
 BQ0187                          STATION DESCRIPTION
 BQ0187
 BQ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0187'28.6 MI S FROM VALENTINE.
 BQ0187'THIS MARK IS 28.6 MILES SOUTH ALONG A DIRT ROAD TO CANDELARIA FROM THE
 BQ0187'POST OFFICE AT VALENTINE, 0.1 MILE SOUTH OF A SIGN READING CANDELARIA
 BQ0187'14 MILES, AND 0.1 MILE SOUTH OF A ROAD RUNNING EAST TO CIENEGA RANCH,
 BQ0187'SET ON THE SUMMIT OF A HILL IN A ROCK LEDGE, 39.0 FEET EAST OF THE
 BQ0187'CENTERLINE OF THE ROAD, 6.0 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0214 ***********************************************************************
 BQ0214  DESIGNATION -  Q 732
 BQ0214  PID         -  BQ0214
 BQ0214  STATE/COUNTY-  TX/PRESIDIO
 BQ0214  USGS QUAD   -  PUEBLO NUEVO (1979)
 BQ0214
 BQ0214                         *CURRENT SURVEY CONTROL
 BQ0214  ___________________________________________________________________
 BQ0214* NAD 83(1986)-  30 00 36.     (N)    104 41 10.     (W)     SCALED    
 BQ0214* NAVD 88     -       845.688  (meters)    2774.56   (feet)  POSTED    
 BQ0214  ___________________________________________________________________
 BQ0214  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BQ0214  DYNAMIC HT  -         844.320 (meters)    2770.07  (feet)  COMP
 BQ0214  MODELED GRAV-     978,999.7   (mgal)                       NAVD 88
 BQ0214
 BQ0214  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0214
 BQ0214.The horizontal coordinates were scaled from a topographic map and have
 BQ0214.an estimated accuracy of +/- 6 seconds.
 BQ0214
 BQ0214.The orthometric height was determined by differential leveling
 BQ0214.and adjusted by the National Geodetic Survey in 1992..
 BQ0214.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0214.rate of 1.1 thru 2.0 mm/km.
 BQ0214
 BQ0214.The geoid height was determined by GEOID03.
 BQ0214
 BQ0214.The dynamic height is computed by dividing the NAVD 88
 BQ0214.geopotential number by the normal gravity value computed on the
 BQ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0214.degrees latitude (g = 980.6199 gals.).
 BQ0214
 BQ0214.The modeled gravity was interpolated from observed gravity values.
 BQ0214
 BQ0214;                    North         East    Units  Estimated Accuracy
 BQ0214;SPC TXSC     - 4,254,570.       51,680.      MT  (+/- 180 meters Scaled)
 BQ0214
 BQ0214                          SUPERSEDED SURVEY CONTROL
 BQ0214
 BQ0214  NGVD 29 (??/??/92)  845.223  (m)         2773.04   (f) ADJ UNCH    2 0
 BQ0214
 BQ0214.Superseded values are not recommended for survey control.
 BQ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0214.See file dsdata.txt to determine how the superseded data were derived.
 BQ0214
 BQ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP302199(NAD 83)
 BQ0214_MARKER: DB = BENCH MARK DISK
 BQ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0214_STAMPING: Q 732 1943
 BQ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0214+STABILITY: SURFACE MOTION
 BQ0214
 BQ0214  HISTORY     - Date     Condition        Report By
 BQ0214  HISTORY     - 1943     MONUMENTED       CGS
 BQ0214
 BQ0214                          STATION DESCRIPTION
 BQ0214
 BQ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0214'2.1 MI NW FROM RUIDOSA.
 BQ0214'THIS MARK IS 2.1 MILES NORTHWEST ALONG A ROAD TO CANDELARIA FROM THE
 BQ0214'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 300.0 FEET SOUTH OF THE SOUTH
 BQ0214'EDGE OF A ARROYO, 70.0 FEET EAST OF A CANAL, 67.0 FEET WEST OF THE
 BQ0214'CENTERLINE OF THE ROAD, PROJECTING 5-INCHES ABOVE THE GROUND, 2.0 FEET
 BQ0214'SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0023 ***********************************************************************
 CD0023  DESIGNATION -  Q 733
 CD0023  PID         -  CD0023
 CD0023  STATE/COUNTY-  TX/CULBERSON
 CD0023  USGS QUAD   -  SCREW BEAN DRAW WEST (1973)
 CD0023
 CD0023                         *CURRENT SURVEY CONTROL
 CD0023  ___________________________________________________________________
 CD0023* NAD 83(1986)-  31 49 15.     (N)    104 08 15.     (W)     SCALED    
 CD0023* NAVD 88     -       986.725  (meters)    3237.28   (feet)  ADJUSTED  
 CD0023  ___________________________________________________________________
 CD0023  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 CD0023  DYNAMIC HT  -         985.248 (meters)    3232.43  (feet)  COMP
 CD0023  MODELED GRAV-     979,110.5   (mgal)                       NAVD 88
 CD0023
 CD0023  VERT ORDER  -  SECOND    CLASS 0
 CD0023
 CD0023.The horizontal coordinates were scaled from a topographic map and have
 CD0023.an estimated accuracy of +/- 6 seconds.
 CD0023
 CD0023.The orthometric height was determined by differential leveling
 CD0023.and adjusted by the National Geodetic Survey in June 1991..
 CD0023
 CD0023.The geoid height was determined by GEOID03.
 CD0023
 CD0023.The dynamic height is computed by dividing the NAVD 88
 CD0023.geopotential number by the normal gravity value computed on the
 CD0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0023.degrees latitude (g = 980.6199 gals.).
 CD0023
 CD0023.The modeled gravity was interpolated from observed gravity values.
 CD0023
 CD0023;                    North         East    Units  Estimated Accuracy
 CD0023;SPC TX C     - 3,244,970.      339,910.      MT  (+/- 180 meters Scaled)
 CD0023
 CD0023                          SUPERSEDED SURVEY CONTROL
 CD0023
 CD0023  NGVD 29 (??/??/92)  986.238  (m)         3235.68   (f) ADJ UNCH    2 0
 CD0023
 CD0023.Superseded values are not recommended for survey control.
 CD0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0023.See file dsdata.txt to determine how the superseded data were derived.
 CD0023
 CD0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER816209(NAD 83)
 CD0023_MARKER: DB = BENCH MARK DISK
 CD0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0023_STAMPING: Q 733 1943
 CD0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0023+STABILITY: SURFACE MOTION
 CD0023
 CD0023  HISTORY     - Date     Condition        Report By
 CD0023  HISTORY     - 1943     MONUMENTED       CGS
 CD0023  HISTORY     - 1973     GOOD             USGS
 CD0023
 CD0023                          STATION DESCRIPTION
 CD0023
 CD0023'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0023'23.5 MI W FROM ORLA.
 CD0023'TO REACH FROM ORLA, TEXAS, GO WEST ON RANCH RD. 652 FOR 17 MILES TO
 CD0023'THE JCT. OF RANCH RD. 2185.  THENCE SOUTH 1.2 MI ON 2185 TO AN E-W
 CD0023'PIPELINE AND ROAD.  THENCE EAST 5.3 MILES ALONG GRADED RD.  AT THE
 CD0023'FOOT OF A MESA, 7.5 FEET NORTHWEST OF POWER POLE NO. 138-24, 18.0 FEET
 CD0023'NORTH OF THE CENTERLINE OF THE RD, 2 FT EAST OF A WITNESS POST. A
 CD0023'STANDARD TABLET STAMPED Q 733 1943 AND SET IN THE TOP OF A CONCRETE
 CD0023'POST PROJECTING 0.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0387 ***********************************************************************
 CD0387  DESIGNATION -  Q 734
 CD0387  PID         -  CD0387
 CD0387  STATE/COUNTY-  TX/CULBERSON
 CD0387  USGS QUAD   -  COW MOUNTAIN (1973)
 CD0387
 CD0387                         *CURRENT SURVEY CONTROL
 CD0387  ___________________________________________________________________
 CD0387* NAD 83(1986)-  31 51 09.     (N)    104 31 42.     (W)     SCALED    
 CD0387* NAVD 88     -      1191.768  (meters)    3909.99   (feet)  ADJUSTED  
 CD0387  ___________________________________________________________________
 CD0387  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CD0387  DYNAMIC HT  -        1189.949 (meters)    3904.02  (feet)  COMP
 CD0387  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 CD0387
 CD0387  VERT ORDER  -  SECOND    CLASS 0
 CD0387
 CD0387.The horizontal coordinates were scaled from a topographic map and have
 CD0387.an estimated accuracy of +/- 6 seconds.
 CD0387
 CD0387.The orthometric height was determined by differential leveling
 CD0387.and adjusted by the National Geodetic Survey in June 1991..
 CD0387
 CD0387.The geoid height was determined by GEOID03.
 CD0387
 CD0387.The dynamic height is computed by dividing the NAVD 88
 CD0387.geopotential number by the normal gravity value computed on the
 CD0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0387.degrees latitude (g = 980.6199 gals.).
 CD0387
 CD0387.The modeled gravity was interpolated from observed gravity values.
 CD0387
 CD0387;                    North         East    Units  Estimated Accuracy
 CD0387;SPC TX C     - 3,249,810.      303,070.      MT  (+/- 180 meters Scaled)
 CD0387
 CD0387                          SUPERSEDED SURVEY CONTROL
 CD0387
 CD0387  NGVD 29 (??/??/92) 1191.230  (m)         3908.23   (f) ADJ UNCH    2 0
 CD0387
 CD0387.Superseded values are not recommended for survey control.
 CD0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0387.See file dsdata.txt to determine how the superseded data were derived.
 CD0387
 CD0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER446241(NAD 83)
 CD0387_MARKER: DB = BENCH MARK DISK
 CD0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0387_STAMPING: Q 734 1943
 CD0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0387+STABILITY: SURFACE MOTION
 CD0387
 CD0387  HISTORY     - Date     Condition        Report By
 CD0387  HISTORY     - 1943     MONUMENTED       CGS
 CD0387  HISTORY     - 1973     GOOD             USGS
 CD0387
 CD0387                          STATION DESCRIPTION
 CD0387
 CD0387'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0387'14.4 MI S FROM STATE LINE BAR AND CAFE.
 CD0387'TO REACH FROM THE STATE LINE BAR AND CAFE ON U S HWY. 62-180 AT THE
 CD0387'TEXAS-N.M. STATE LINE GO SOUTH ON TEXAS HWY. 1108 FOR 10 MILES TO THE
 CD0387'9K RANCH HEADQUARTERS, LEAVE HWY. AND CONTINUE SOUTH ON GRADED ROAD
 CD0387'FOR 1.3 MILES TO A PIPELINE AND CROSSROAD, TURN RIGHT, WEST, ON
 CD0387'PIPELINE ROAD FOR 3.1 MILES TO BM ON THE LEFT.  BM IS 41.2 FT. SOUTH
 CD0387'OF TELEPHONE POLE NO. 115-19 AND 19 FEET SOUTH OF CENTERLINE PIPELINE
 CD0387'ROAD, IN A CONCRETE POST, A STANDARD DISK STAMPED Q 734 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0088 ***********************************************************************
 BB0088  DESIGNATION -  Q 735
 BB0088  PID         -  BB0088
 BB0088  STATE/COUNTY-  TX/PRESIDIO
 BB0088  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0088
 BB0088                         *CURRENT SURVEY CONTROL
 BB0088  ___________________________________________________________________
 BB0088* NAD 83(1986)-  29 52 13.     (N)    104 15 01.     (W)     SCALED    
 BB0088* NAVD 88     -      1327.720  (meters)    4356.03   (feet)  ADJUSTED  
 BB0088  ___________________________________________________________________
 BB0088  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 BB0088  DYNAMIC HT  -        1325.483 (meters)    4348.69  (feet)  COMP
 BB0088  MODELED GRAV-     978,910.8   (mgal)                       NAVD 88
 BB0088
 BB0088  VERT ORDER  -  SECOND    CLASS 0
 BB0088
 BB0088.The horizontal coordinates were scaled from a topographic map and have
 BB0088.an estimated accuracy of +/- 6 seconds.
 BB0088
 BB0088.The orthometric height was determined by differential leveling
 BB0088.and adjusted by the National Geodetic Survey in June 1991..
 BB0088
 BB0088.The geoid height was determined by GEOID03.
 BB0088
 BB0088.The dynamic height is computed by dividing the NAVD 88
 BB0088.geopotential number by the normal gravity value computed on the
 BB0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0088.degrees latitude (g = 980.6199 gals.).
 BB0088
 BB0088.The modeled gravity was interpolated from observed gravity values.
 BB0088
 BB0088;                    North         East    Units  Estimated Accuracy
 BB0088;SPC TXSC     - 4,237,130.       92,980.      MT  (+/- 180 meters Scaled)
 BB0088
 BB0088                          SUPERSEDED SURVEY CONTROL
 BB0088
 BB0088  NGVD 29 (??/??/92) 1327.254  (m)         4354.50   (f) ADJ UNCH    2 0
 BB0088
 BB0088.Superseded values are not recommended for survey control.
 BB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0088.See file dsdata.txt to determine how the superseded data were derived.
 BB0088
 BB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP724046(NAD 83)
 BB0088_MARKER: DB = BENCH MARK DISK
 BB0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0088_STAMPING: Q 735 1943
 BB0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0088+STABILITY: SURFACE MOTION
 BB0088
 BB0088  HISTORY     - Date     Condition        Report By
 BB0088  HISTORY     - 1943     MONUMENTED       CGS
 BB0088  HISTORY     - 1958     GOOD             NGS
 BB0088
 BB0088                          STATION DESCRIPTION
 BB0088
 BB0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0088'7.2 MI NE FROM SHAFTER.
 BB0088'ABOUT 5.5 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE SCHOOL
 BB0088'HOUSE AT SHAFTER, THENCE ABOUT 1.7 MILES SOUTHEAST ALONG A GRADED DIRT
 BB0088'ROAD.  31 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1
 BB0088'MILE NORTHEAST AND ACROSS THE ROAD FROM A DIRT STOCK TANK, ABOUT 0.3
 BB0088'MILE NORTHWEST OF A PIPE CATTLE GUARD, ABOUT 0.15 MILE NORTHWEST OF A
 BB0088'LARGE DIRT LEVEE, 2 1/2 FEET SOUTH OF A FENCE CORNER, 1 FOOT SOUTH OF
 BB0088'A WOVEN WIRE FENCE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST,
 BB0088'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0373 ***********************************************************************
 BA0373  DESIGNATION -  Q 736
 BA0373  PID         -  BA0373
 BA0373  STATE/COUNTY-  TX/PRESIDIO
 BA0373  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0373
 BA0373                         *CURRENT SURVEY CONTROL
 BA0373  ___________________________________________________________________
 BA0373* NAD 83(1986)-  29 41 58.     (N)    103 56 21.     (W)     SCALED    
 BA0373* NAVD 88     -      1139.382  (meters)    3738.12   (feet)  ADJUSTED  
 BA0373  ___________________________________________________________________
 BA0373  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BA0373  DYNAMIC HT  -        1137.507 (meters)    3731.97  (feet)  COMP
 BA0373  MODELED GRAV-     978,958.2   (mgal)                       NAVD 88
 BA0373
 BA0373  VERT ORDER  -  SECOND    CLASS 0
 BA0373
 BA0373.The horizontal coordinates were scaled from a topographic map and have
 BA0373.an estimated accuracy of +/- 6 seconds.
 BA0373
 BA0373.The orthometric height was determined by differential leveling
 BA0373.and adjusted by the National Geodetic Survey in June 1991..
 BA0373
 BA0373.The geoid height was determined by GEOID03.
 BA0373
 BA0373.The dynamic height is computed by dividing the NAVD 88
 BA0373.geopotential number by the normal gravity value computed on the
 BA0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0373.degrees latitude (g = 980.6199 gals.).
 BA0373
 BA0373.The modeled gravity was interpolated from observed gravity values.
 BA0373
 BA0373;                    North         East    Units  Estimated Accuracy
 BA0373;SPC TXSC     - 4,216,910.      122,210.      MT  (+/- 180 meters Scaled)
 BA0373
 BA0373                          SUPERSEDED SURVEY CONTROL
 BA0373
 BA0373  NGVD 29 (??/??/92) 1139.017  (m)         3736.92   (f) ADJ UNCH    2 0
 BA0373
 BA0373.Superseded values are not recommended for survey control.
 BA0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0373.See file dsdata.txt to determine how the superseded data were derived.
 BA0373
 BA0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN026859(NAD 83)
 BA0373_MARKER: DB = BENCH MARK DISK
 BA0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0373_STAMPING: Q 736 1943
 BA0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0373+STABILITY: SURFACE MOTION
 BA0373
 BA0373  HISTORY     - Date     Condition        Report By
 BA0373  HISTORY     - 1943     MONUMENTED       CGS
 BA0373  HISTORY     - 1958     GOOD             NGS
 BA0373
 BA0373                          STATION DESCRIPTION
 BA0373
 BA0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0373'8.95 MI SE FROM CASA PIEDRA.
 BA0373'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BA0373'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BA0373'DIRT ROAD, THENCE ABOUT 5.85 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.
 BA0373'30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.6 MILE
 BA0373'SOUTHEAST OF A CATTLE GUARD ACROSS THE ROAD, ABOUT 0.7 MILE
 BA0373'WEST-SOUTH-WEST OF A SHARP ROCK FORMATION, ON THE CREST OF A SLIGHT
 BA0373'SANDY KNOLL, 131 FEET NORTH OF A WATER RESERVOIR, 1 FOOT WEST OF A
 BA0373'WHITE WOODEN WITNES POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD,
 BA0373'AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0150 ***********************************************************************
 BQ0150  DESIGNATION -  Q 737
 BQ0150  PID         -  BQ0150
 BQ0150  STATE/COUNTY-  TX/PRESIDIO
 BQ0150  USGS QUAD   -  FRENCHMAN HILLS (1983)
 BQ0150
 BQ0150                         *CURRENT SURVEY CONTROL
 BQ0150  ___________________________________________________________________
 BQ0150* NAD 83(1986)-  30 01 38.     (N)    104 01 29.     (W)     SCALED    
 BQ0150* NAVD 88     -      1279.554  (meters)    4198.00   (feet)  ADJUSTED  
 BQ0150  ___________________________________________________________________
 BQ0150  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BQ0150  DYNAMIC HT  -        1277.423 (meters)    4191.01  (feet)  COMP
 BQ0150  MODELED GRAV-     978,932.4   (mgal)                       NAVD 88
 BQ0150
 BQ0150  VERT ORDER  -  SECOND    CLASS 0
 BQ0150
 BQ0150.The horizontal coordinates were scaled from a topographic map and have
 BQ0150.an estimated accuracy of +/- 6 seconds.
 BQ0150
 BQ0150.The orthometric height was determined by differential leveling
 BQ0150.and adjusted by the National Geodetic Survey in June 1991..
 BQ0150
 BQ0150.The geoid height was determined by GEOID03.
 BQ0150
 BQ0150.The dynamic height is computed by dividing the NAVD 88
 BQ0150.geopotential number by the normal gravity value computed on the
 BQ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0150.degrees latitude (g = 980.6199 gals.).
 BQ0150
 BQ0150.The modeled gravity was interpolated from observed gravity values.
 BQ0150
 BQ0150;                    North         East    Units  Estimated Accuracy
 BQ0150;SPC TXSC     - 4,253,560.      115,500.      MT  (+/- 180 meters Scaled)
 BQ0150
 BQ0150                          SUPERSEDED SURVEY CONTROL
 BQ0150
 BQ0150  NGVD 29 (??/??/92) 1279.107  (m)         4196.54   (f) ADJ UNCH    2 0
 BQ0150
 BQ0150.Superseded values are not recommended for survey control.
 BQ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0150.See file dsdata.txt to determine how the superseded data were derived.
 BQ0150
 BQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP940222(NAD 83)
 BQ0150_MARKER: DB = BENCH MARK DISK
 BQ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0150_STAMPING: Q 737 1943
 BQ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0150+STABILITY: SURFACE MOTION
 BQ0150
 BQ0150  HISTORY     - Date     Condition        Report By
 BQ0150  HISTORY     - 1943     MONUMENTED       CGS
 BQ0150  HISTORY     - 1958     GOOD             NGS
 BQ0150
 BQ0150                          STATION DESCRIPTION
 BQ0150
 BQ0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0150'11.65 MI N FROM PLATA.
 BQ0150'ABOUT 11.65 MILES NORTH ALONG FARM ROAD 169 FROM THE RAILROAD SECTION
 BQ0150'FOREMANS HOUSE AT PLATA, 57 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BQ0150'ABOUT 100 YARDS SOUTH OF THE CREST OF A SMALL HILL, 4 1/2 FEET
 BQ0150'SOUTHWEST OF A TEE FENCE, 4 FEET WEST OF A WOVEN WIRE FENCE, 2 1/2
 BQ0150'FEET SOUTH OF A FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 BQ0150'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0329 ***********************************************************************
 BA0329  DESIGNATION -  Q 738
 BA0329  PID         -  BA0329
 BA0329  STATE/COUNTY-  TX/PRESIDIO
 BA0329  USGS QUAD   -  MC KINNEY MOUNTAIN (1983)
 BA0329
 BA0329                         *CURRENT SURVEY CONTROL
 BA0329  ___________________________________________________________________
 BA0329* NAD 83(1986)-  29 47 43.     (N)    103 49 39.     (W)     SCALED    
 BA0329* NAVD 88     -      1134.684  (meters)    3722.71   (feet)  POSTED    
 BA0329  ___________________________________________________________________
 BA0329  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BA0329  DYNAMIC HT  -        1132.830 (meters)    3716.63  (feet)  COMP
 BA0329  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 BA0329
 BA0329  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0329
 BA0329.The horizontal coordinates were scaled from a topographic map and have
 BA0329.an estimated accuracy of +/- 6 seconds.
 BA0329
 BA0329.The orthometric height was determined by differential leveling
 BA0329.and adjusted by the National Geodetic Survey in 1992..
 BA0329.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0329.rate of 2.1 thru 3.0 mm/km.
 BA0329
 BA0329.The geoid height was determined by GEOID03.
 BA0329
 BA0329.The dynamic height is computed by dividing the NAVD 88
 BA0329.geopotential number by the normal gravity value computed on the
 BA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0329.degrees latitude (g = 980.6199 gals.).
 BA0329
 BA0329.The modeled gravity was interpolated from observed gravity values.
 BA0329
 BA0329;                    North         East    Units  Estimated Accuracy
 BA0329;SPC TXSC     - 4,227,070.      133,440.      MT  (+/- 180 meters Scaled)
 BA0329
 BA0329                          SUPERSEDED SURVEY CONTROL
 BA0329
 BA0329  NGVD 29 (??/??/92) 1134.294  (m)         3721.43   (f) ADJ UNCH    2 0
 BA0329
 BA0329.Superseded values are not recommended for survey control.
 BA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0329.See file dsdata.txt to determine how the superseded data were derived.
 BA0329
 BA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN133966(NAD 83)
 BA0329_MARKER: DB = BENCH MARK DISK
 BA0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0329_STAMPING: Q 738 1943
 BA0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0329+STABILITY: SURFACE MOTION
 BA0329
 BA0329  HISTORY     - Date     Condition        Report By
 BA0329  HISTORY     - 1943     MONUMENTED       CGS
 BA0329  HISTORY     - 1958     GOOD             NGS
 BA0329
 BA0329                          STATION DESCRIPTION
 BA0329
 BA0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0329'10.15 MII SW FROM O 2 RANCH.
 BA0329'ABOUT 4.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0329'HEADQUARTERS TO THE WILSON RANCH BUILDINGS, THENCE ABOUT 3.35 MILES
 BA0329'WEST ALONG A TRACK ROAD TO A WYE JUNCTION, THENCE ABOUT 0.55 MILE WEST
 BA0329'ALONG A DIM TRACK ROAD TO A CREEK BOTTOM, CONTINUE ACROSS CREEK,
 BA0329'THENCE ABOUT 2.0 MILES WEST ALONG A TRACK ROAD TO A FENCE CORNER AND
 BA0329'WIRE GATE.  91 FEET SOUTHWEST OF A FENCE CORNER, 83 FEET SOUTHWEST OF
 BA0329'THE CENTER LINE OF A WIRE GATE, 40 1/2 FEET SOUTH OF A WOVEN WIRE
 BA0329'FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF
 BA0329'A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0139 ***********************************************************************
 BB0139  DESIGNATION -  Q 739
 BB0139  PID         -  BB0139
 BB0139  STATE/COUNTY-  TX/PRESIDIO
 BB0139  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0139
 BB0139                         *CURRENT SURVEY CONTROL
 BB0139  ___________________________________________________________________
 BB0139* NAD 83(1986)-  29 36 13.     (N)    104 25 58.     (W)     SCALED    
 BB0139* NAVD 88     -       795.314  (meters)    2609.29   (feet)  ADJUSTED  
 BB0139  ___________________________________________________________________
 BB0139  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 BB0139  DYNAMIC HT  -         794.025 (meters)    2605.06  (feet)  COMP
 BB0139  MODELED GRAV-     978,996.9   (mgal)                       NAVD 88
 BB0139
 BB0139  VERT ORDER  -  SECOND    CLASS 0
 BB0139
 BB0139.The horizontal coordinates were scaled from a topographic map and have
 BB0139.an estimated accuracy of +/- 6 seconds.
 BB0139
 BB0139.The orthometric height was determined by differential leveling
 BB0139.and adjusted by the National Geodetic Survey in June 1991..
 BB0139
 BB0139.The geoid height was determined by GEOID03.
 BB0139
 BB0139.The dynamic height is computed by dividing the NAVD 88
 BB0139.geopotential number by the normal gravity value computed on the
 BB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0139.degrees latitude (g = 980.6199 gals.).
 BB0139
 BB0139.The modeled gravity was interpolated from observed gravity values.
 BB0139
 BB0139;                    North         East    Units  Estimated Accuracy
 BB0139;SPC TXSC     - 4,208,410.       74,000.      MT  (+/- 180 meters Scaled)
 BB0139
 BB0139                          SUPERSEDED SURVEY CONTROL
 BB0139
 BB0139  NGVD 29 (??/??/92)  794.905  (m)         2607.95   (f) ADJ UNCH    2 0
 BB0139
 BB0139.Superseded values are not recommended for survey control.
 BB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0139.See file dsdata.txt to determine how the superseded data were derived.
 BB0139
 BB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN549749(NAD 83)
 BB0139_MARKER: DB = BENCH MARK DISK
 BB0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0139_SP_SET: CURVE
 BB0139_STAMPING: Q 739 1943
 BB0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0139
 BB0139  HISTORY     - Date     Condition        Report By
 BB0139  HISTORY     - 1943     MONUMENTED       CGS
 BB0139  HISTORY     - 1966     GOOD             NGS
 BB0139  HISTORY     - 1973     GOOD             NGS
 BB0139
 BB0139                          STATION DESCRIPTION
 BB0139
 BB0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BB0139'5.55 MI NW FROM PRESIDIO.
 BB0139'ABOUT 5.55 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE
 BB0139'POST OFFICE AT PRESIDIO, PRESIDIO COUNTY, SET AT THE WEST END OF A
 BB0139'CURVE, 650.0 FEET NORTHEAST OF THE NORTHEAST SIDE OF AN ABANDONED
 BB0139'HOUSE, 47.0 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 2.0 FEET
 BB0139'NORTHWEST OF A REFERENCE POST, PROJECTING ABOUT 7 INCHES ABOVE THE
 BB0139'GROUND.
 BB0139
 BB0139                          STATION RECOVERY (1973)
 BB0139
 BB0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0389 ***********************************************************************
 CA0389  DESIGNATION -  Q 74
 CA0389  PID         -  CA0389
 CA0389  STATE/COUNTY-  TX/BROWN
 CA0389  USGS QUAD   -  BANGS WEST (1987)
 CA0389
 CA0389                         *CURRENT SURVEY CONTROL
 CA0389  ___________________________________________________________________
 CA0389* NAD 83(1986)-  31 42 58.     (N)    099 09 24.     (W)     SCALED    
 CA0389* NAVD 88     -       480.429  (meters)    1576.21   (feet)  ADJUSTED  
 CA0389  ___________________________________________________________________
 CA0389  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CA0389  DYNAMIC HT  -         479.798 (meters)    1574.14  (feet)  COMP
 CA0389  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 CA0389
 CA0389  VERT ORDER  -  FIRST     CLASS II
 CA0389
 CA0389.The horizontal coordinates were scaled from a topographic map and have
 CA0389.an estimated accuracy of +/- 6 seconds.
 CA0389
 CA0389.The orthometric height was determined by differential leveling
 CA0389.and adjusted by the National Geodetic Survey in June 1991..
 CA0389.WARNING-Repeat measurements at this control monument indicate possible
 CA0389.vertical movement.
 CA0389
 CA0389.The geoid height was determined by GEOID03.
 CA0389
 CA0389.The dynamic height is computed by dividing the NAVD 88
 CA0389.geopotential number by the normal gravity value computed on the
 CA0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0389.degrees latitude (g = 980.6199 gals.).
 CA0389
 CA0389.The modeled gravity was interpolated from observed gravity values.
 CA0389
 CA0389;                    North         East    Units  Estimated Accuracy
 CA0389;SPC TX C     - 3,227,790.      811,520.      MT  (+/- 180 meters Scaled)
 CA0389
 CA0389                          SUPERSEDED SURVEY CONTROL
 CA0389
 CA0389  NGVD 29 (??/??/92)  480.284  (m)         1575.73   (f) ADJ UNCH    1 2
 CA0389
 CA0389.Superseded values are not recommended for survey control.
 CA0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0389.See file dsdata.txt to determine how the superseded data were derived.
 CA0389
 CA0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA851089(NAD 83)
 CA0389_MARKER: DB = BENCH MARK DISK
 CA0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0389_STAMPING: 1574.964 Q 74 1931
 CA0389_MARK LOGO: CGS   
 CA0389_PROJECTION: FLUSH
 CA0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0389+STABILITY: SURFACE MOTION
 CA0389
 CA0389  HISTORY     - Date     Condition        Report By
 CA0389  HISTORY     - 1931     MONUMENTED       CGS
 CA0389  HISTORY     - 1943     GOOD             NGS
 CA0389  HISTORY     - 1982     GOOD             NGS
 CA0389
 CA0389                          STATION DESCRIPTION
 CA0389
 CA0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CA0389'1.5 MI W FROM BANGS.
 CA0389'1.5 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0389'STATION AT BANGS, BROWN COUNTY, 11 POLES WEST OF MILEPOST 359, 4 POLES
 CA0389'EAST OF A COUNTY ROAD CROSSING, 45.6 FEET SOUTH OF THE SOUTH RAIL, 28
 CA0389'FEET NORTH OF THE CENTERLINE OF THE ROAD, 23 FEET SOUTHWEST OF A POLE,
 CA0389'1 FOOT NORTH OF A FENCE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS
 CA0389'POST.  A STANDARD DISK, STAMPED 1574.964 Q 74 1931 AND SET IN THE TOP
 CA0389'OF A CONCRETE POST.
 CA0389
 CA0389                          STATION RECOVERY (1982)
 CA0389
 CA0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0389'17.6 KM (10.95 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0389'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, THENCE 1.2 KM (0.75 MI)
 CA0389'SOUTHERLY ALONG A GRAVELED ROAD, THENCE 0.3 KM (0.15 MI) EASTERLY
 CA0389'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 0.6 KM (0.35 MI)
 CA0389'WEST OF MILEPOST 359, 13.9 METERS (45.6 FT) SOUTH OF THE NEAR RAIL,
 CA0389'8.5 METERS (27.9 FT) NORTH OF THE CENTER OF A GRAVELED ROAD AND 7.0
 CA0389'METERS (23.0 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=SOMEONE HAS
 CA0389'STAMPED 1576 ON THE DISK AND THE 4 IN Q 74 IS ILLEGIBLE.
 CA0389'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CA0389'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0156 ***********************************************************************
 BA0156  DESIGNATION -  Q 742
 BA0156  PID         -  BA0156
 BA0156  STATE/COUNTY-  TX/BREWSTER
 BA0156  USGS QUAD   -  SAN VICENTE (1971)
 BA0156
 BA0156                         *CURRENT SURVEY CONTROL
 BA0156  ___________________________________________________________________
 BA0156* NAD 83(1986)-  29 08 16.     (N)    103 03 10.     (W)     SCALED    
 BA0156* NAVD 88     -       610.099  (meters)    2001.63   (feet)  ADJUSTED  
 BA0156  ___________________________________________________________________
 BA0156  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0156  DYNAMIC HT  -         609.136 (meters)    1998.47  (feet)  COMP
 BA0156  MODELED GRAV-     979,047.5   (mgal)                       NAVD 88
 BA0156
 BA0156  VERT ORDER  -  FIRST     CLASS II
 BA0156
 BA0156.The horizontal coordinates were scaled from a topographic map and have
 BA0156.an estimated accuracy of +/- 6 seconds.
 BA0156
 BA0156.The orthometric height was determined by differential leveling
 BA0156.and adjusted by the National Geodetic Survey in June 1991..
 BA0156
 BA0156.The geoid height was determined by GEOID03.
 BA0156
 BA0156.The dynamic height is computed by dividing the NAVD 88
 BA0156.geopotential number by the normal gravity value computed on the
 BA0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0156.degrees latitude (g = 980.6199 gals.).
 BA0156
 BA0156.The modeled gravity was interpolated from observed gravity values.
 BA0156
 BA0156;                    North         East    Units  Estimated Accuracy
 BA0156;SPC TXSC     - 4,151,400.      205,760.      MT  (+/- 180 meters Scaled)
 BA0156
 BA0156                          SUPERSEDED SURVEY CONTROL
 BA0156
 BA0156  NGVD 29 (??/??/92)  609.753  (m)         2000.50   (f) ADJ UNCH    1 2
 BA0156
 BA0156.Superseded values are not recommended for survey control.
 BA0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0156.See file dsdata.txt to determine how the superseded data were derived.
 BA0156
 BA0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN894248(NAD 83)
 BA0156_MARKER: DB = BENCH MARK DISK
 BA0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0156_STAMPING: Q 742 1943
 BA0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0156+STABILITY: SURFACE MOTION
 BA0156
 BA0156  HISTORY     - Date     Condition        Report By
 BA0156  HISTORY     - 1943     MONUMENTED       CGS
 BA0156  HISTORY     - 1967     GOOD             NGS
 BA0156  HISTORY     - 20030423 GOOD             USPSQD
 BA0156
 BA0156                          STATION DESCRIPTION
 BA0156
 BA0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0156'21.3 MI S FROM PARK HEADQUARTERS.
 BA0156'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0156'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0156'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.4 MILES WEST ALONG
 BA0156'A DIRT ROAD, THENCE 0.4 MILES NORTHWEST ALONG AN ABANDONED ROAD, 43
 BA0156'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WHITE
 BA0156'WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE
 BA0156'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BA0156
 BA0156                          STATION RECOVERY (2003)
 BA0156
 BA0156'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0153 ***********************************************************************
 BP0153  DESIGNATION -  Q 743
 BP0153  PID         -  BP0153
 BP0153  STATE/COUNTY-  TX/BREWSTER
 BP0153  USGS QUAD   -  FRESNO CREEK (1968)
 BP0153
 BP0153                         *CURRENT SURVEY CONTROL
 BP0153  ___________________________________________________________________
 BP0153* NAD 83(1986)-  30 03 19.     (N)    102 39 28.     (W)     SCALED    
 BP0153* NAVD 88     -       880.801  (meters)    2889.76   (feet)  ADJUSTED  
 BP0153  ___________________________________________________________________
 BP0153  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BP0153  DYNAMIC HT  -         879.433 (meters)    2885.27  (feet)  COMP
 BP0153  MODELED GRAV-     979,058.7   (mgal)                       NAVD 88
 BP0153
 BP0153  VERT ORDER  -  FIRST     CLASS II
 BP0153
 BP0153.The horizontal coordinates were scaled from a topographic map and have
 BP0153.an estimated accuracy of +/- 6 seconds.
 BP0153
 BP0153.The orthometric height was determined by differential leveling
 BP0153.and adjusted by the National Geodetic Survey in June 1991..
 BP0153
 BP0153.The geoid height was determined by GEOID03.
 BP0153
 BP0153.The dynamic height is computed by dividing the NAVD 88
 BP0153.geopotential number by the normal gravity value computed on the
 BP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0153.degrees latitude (g = 980.6199 gals.).
 BP0153
 BP0153.The modeled gravity was interpolated from observed gravity values.
 BP0153
 BP0153;                    North         East    Units  Estimated Accuracy
 BP0153;SPC TXSC     - 4,251,770.      247,350.      MT  (+/- 180 meters Scaled)
 BP0153
 BP0153                          SUPERSEDED SURVEY CONTROL
 BP0153
 BP0153  NGVD 29 (??/??/92)  880.514  (m)         2888.82   (f) ADJ UNCH    1 2
 BP0153
 BP0153.Superseded values are not recommended for survey control.
 BP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0153.See file dsdata.txt to determine how the superseded data were derived.
 BP0153
 BP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP258272(NAD 83)
 BP0153_MARKER: DB = BENCH MARK DISK
 BP0153_SETTING: 66 = SET IN ROCK OUTCROP
 BP0153_SP_SET: LIMESTONE ROCK
 BP0153_STAMPING: Q 743 1943
 BP0153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0153+STABILITY: POSITION/ELEVATION WELL
 BP0153
 BP0153  HISTORY     - Date     Condition        Report By
 BP0153  HISTORY     - 1943     MONUMENTED       CGS
 BP0153  HISTORY     - 1958     GOOD             NGS
 BP0153
 BP0153                          STATION DESCRIPTION
 BP0153
 BP0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0153'10.65 MI S FROM LONGFELLOW.
 BP0153'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0153'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 9.65 MILES SOUTH
 BP0153'ALONG A DIRT ROAD.  IN THE TOP OF A LIMESTONE ROCK OUTCROP ON THE
 BP0153'SOUTH BANK OF A WASH, 71 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 BP0153'WHICH FOLLOWS THE WASH, ABOUT 0.25 MILE NORTHWEST OF A CATTLE GUARD,
 BP0153'ABOUT 10 YARDS NORTH OF THE FOOT OF A HILL, ON THE WEST SIDE OF A
 BP0153'LARGE BUSH, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0181 ***********************************************************************
 BB0181  DESIGNATION -  Q 744
 BB0181  PID         -  BB0181
 BB0181  STATE/COUNTY-  TX/PRESIDIO
 BB0181  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0181
 BB0181                         *CURRENT SURVEY CONTROL
 BB0181  ___________________________________________________________________
 BB0181* NAD 83(1986)-  29 29 03.     (N)    104 02 53.     (W)     SCALED    
 BB0181* NAVD 88     -      1268.048  (meters)    4160.25   (feet)  ADJUSTED  
 BB0181  ___________________________________________________________________
 BB0181  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BB0181  DYNAMIC HT  -        1265.916 (meters)    4153.26  (feet)  COMP
 BB0181  MODELED GRAV-     978,917.6   (mgal)                       NAVD 88
 BB0181
 BB0181  VERT ORDER  -  FIRST     CLASS II
 BB0181
 BB0181.The horizontal coordinates were scaled from a topographic map and have
 BB0181.an estimated accuracy of +/- 6 seconds.
 BB0181
 BB0181.The orthometric height was determined by differential leveling
 BB0181.and adjusted by the National Geodetic Survey in June 1991..
 BB0181
 BB0181.The geoid height was determined by GEOID03.
 BB0181
 BB0181.The dynamic height is computed by dividing the NAVD 88
 BB0181.geopotential number by the normal gravity value computed on the
 BB0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0181.degrees latitude (g = 980.6199 gals.).
 BB0181
 BB0181.The modeled gravity was interpolated from observed gravity values.
 BB0181
 BB0181;                    North         East    Units  Estimated Accuracy
 BB0181;SPC TXSC     - 4,193,520.      110,650.      MT  (+/- 180 meters Scaled)
 BB0181
 BB0181                          SUPERSEDED SURVEY CONTROL
 BB0181
 BB0181  NGVD 29 (??/??/92) 1267.689  (m)         4159.08   (f) ADJ UNCH    1 2
 BB0181
 BB0181.Superseded values are not recommended for survey control.
 BB0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0181.See file dsdata.txt to determine how the superseded data were derived.
 BB0181
 BB0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN922620(NAD 83)
 BB0181_MARKER: DB = BENCH MARK DISK
 BB0181_SETTING: 80 = SET IN A BOULDER
 BB0181_SP_SET: BOULDER
 BB0181_STAMPING: Q 744 1943
 BB0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0181+STABILITY: SURFACE MOTION
 BB0181
 BB0181  HISTORY     - Date     Condition        Report By
 BB0181  HISTORY     - 1943     MONUMENTED       CGS
 BB0181  HISTORY     - 1971     GOOD             USGS
 BB0181
 BB0181                          STATION DESCRIPTION
 BB0181
 BB0181'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BB0181'12.3 MI SE FROM BOTILLA RANCH HDQTRS.
 BB0181'0.2 MILES EAST OF A CATTLEGUARD, IN A NARROW PASS, 0.1 MILE WEST OF
 BB0181'THE SUMMIT OF A HILL, 45 FEET WEST OF THE WEST END OF AN OBLONG
 BB0181'BOULDER ABOUT 18 FEET LONG AND 5 FEET HIGH, 28 FEET NORTHEAST OF THE
 BB0181'ROAD, AT AN OVAL-SHAPED OUTCROP OF ROCK JUST WEST OF A PILE OF ROCK,
 BB0181'AND IN THE TOP OF A BOULDER PROJECTING 1 FOOT ABOVE GROUND.  A DISK,
 BB0181'STAMPED Q 744 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0065 ***********************************************************************
 BA0065  DESIGNATION -  Q 745
 BA0065  PID         -  BA0065
 BA0065  STATE/COUNTY-  TX/BREWSTER
 BA0065  USGS QUAD   -  HOOD SPRING SE (1983)
 BA0065
 BA0065                         *CURRENT SURVEY CONTROL
 BA0065  ___________________________________________________________________
 BA0065* NAD 83(1986)-  29 48 08.     (N)    103 01 42.     (W)     SCALED    
 BA0065* NAVD 88     -       847.265  (meters)    2779.74   (feet)  ADJUSTED  
 BA0065  ___________________________________________________________________
 BA0065  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0065  DYNAMIC HT  -         845.931 (meters)    2775.36  (feet)  COMP
 BA0065  MODELED GRAV-     979,040.0   (mgal)                       NAVD 88
 BA0065
 BA0065  VERT ORDER  -  FIRST     CLASS II
 BA0065
 BA0065.The horizontal coordinates were scaled from a topographic map and have
 BA0065.an estimated accuracy of +/- 6 seconds.
 BA0065
 BA0065.The orthometric height was determined by differential leveling
 BA0065.and adjusted by the National Geodetic Survey in June 1991..
 BA0065
 BA0065.The geoid height was determined by GEOID03.
 BA0065
 BA0065.The dynamic height is computed by dividing the NAVD 88
 BA0065.geopotential number by the normal gravity value computed on the
 BA0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0065.degrees latitude (g = 980.6199 gals.).
 BA0065
 BA0065.The modeled gravity was interpolated from observed gravity values.
 BA0065
 BA0065;                    North         East    Units  Estimated Accuracy
 BA0065;SPC TXSC     - 4,224,910.      210,670.      MT  (+/- 180 meters Scaled)
 BA0065
 BA0065                          SUPERSEDED SURVEY CONTROL
 BA0065
 BA0065  NGVD 29 (??/??/92)  846.940  (m)         2778.67   (f) ADJ UNCH    1 2
 BA0065
 BA0065.Superseded values are not recommended for survey control.
 BA0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0065.See file dsdata.txt to determine how the superseded data were derived.
 BA0065
 BA0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN905985(NAD 83)
 BA0065_MARKER: DB = BENCH MARK DISK
 BA0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0065_STAMPING: Q 745 1943
 BA0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0065+STABILITY: SURFACE MOTION
 BA0065
 BA0065  HISTORY     - Date     Condition        Report By
 BA0065  HISTORY     - 1943     MONUMENTED       CGS
 BA0065  HISTORY     - 1966     GOOD             NGS
 BA0065  HISTORY     - 1976     GOOD             USGS
 BA0065  HISTORY     - 20010331 GOOD             NGS
 BA0065
 BA0065                          STATION DESCRIPTION
 BA0065
 BA0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0065'15.0 MI NE FROM PERSIMMON GAP.
 BA0065'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0065'PERSIMMON GAP, THENCE 8.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 34
 BA0065'FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.3 MILES WEST OF THE
 BA0065'INTERSECTION OF A TRACK ROAD, 111 FEET SOUTH OF A FENCE, 1 FOOT WEST
 BA0065'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0065'PROJECTING 5 INCHES.
 BA0065
 BA0065                          STATION RECOVERY (1976)
 BA0065
 BA0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0065'RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END OF THE AIR
 BA0065'STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO WEST ON THE COUNTY
 BA0065'ROAD FOR 6.1 MILES TO A CATTLE GUARD IN A NORTH-SOUTH FENCE. CROSS
 BA0065'THE CATTLE GUARD AND CONTINUE WEST ON THE COUNTY ROAD FOR 1.2 MILES
 BA0065'TO THE MARK ON THE RIGHT. IT IS 34 FEET NORTH OF THE CENTERLINE OF
 BA0065'THE ROAD, 4 FEET SOUTH OF AN EAST-WEST FENCE, 1 FOOT WEST OF A WOODEN
 BA0065'WITNESS POST AND AT THE SAME ELEVATION AS THE ROAD. IT IS A STANDARD
 BA0065'DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST, PROJECTING 4
 BA0065'INCHES, STAMPED Q 745 1943.
 BA0065
 BA0065                          STATION RECOVERY (2001)
 BA0065
 BA0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0065'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0131 ***********************************************************************
 BA0131  DESIGNATION -  Q 746
 BA0131  PID         -  BA0131
 BA0131  STATE/COUNTY-  TX/BREWSTER
 BA0131  USGS QUAD   -  REED CAMP (1971)
 BA0131
 BA0131                         *CURRENT SURVEY CONTROL
 BA0131  ___________________________________________________________________
 BA0131* NAD 83(1986)-  29 03 18.     (N)    103 18 05.     (W)     SCALED    
 BA0131* NAVD 88     -       669.404  (meters)    2196.20   (feet)  ADJUSTED  
 BA0131  ___________________________________________________________________
 BA0131  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BA0131  DYNAMIC HT  -         668.326 (meters)    2192.67  (feet)  COMP
 BA0131  MODELED GRAV-     979,012.3   (mgal)                       NAVD 88
 BA0131
 BA0131  VERT ORDER  -  FIRST     CLASS II
 BA0131
 BA0131.The horizontal coordinates were scaled from a topographic map and have
 BA0131.an estimated accuracy of +/- 6 seconds.
 BA0131
 BA0131.The orthometric height was determined by differential leveling
 BA0131.and adjusted by the National Geodetic Survey in June 1991..
 BA0131
 BA0131.The geoid height was determined by GEOID03.
 BA0131
 BA0131.The dynamic height is computed by dividing the NAVD 88
 BA0131.geopotential number by the normal gravity value computed on the
 BA0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0131.degrees latitude (g = 980.6199 gals.).
 BA0131
 BA0131.The modeled gravity was interpolated from observed gravity values.
 BA0131
 BA0131;                    North         East    Units  Estimated Accuracy
 BA0131;SPC TXSC     - 4,143,100.      181,250.      MT  (+/- 180 meters Scaled)
 BA0131
 BA0131                          SUPERSEDED SURVEY CONTROL
 BA0131
 BA0131  NGVD 29 (??/??/92)  669.022  (m)         2194.95   (f) ADJ UNCH    1 2
 BA0131
 BA0131.Superseded values are not recommended for survey control.
 BA0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0131.See file dsdata.txt to determine how the superseded data were derived.
 BA0131
 BA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN653152(NAD 83)
 BA0131_MARKER: DB = BENCH MARK DISK
 BA0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0131_STAMPING: Q 746 1943
 BA0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0131+STABILITY: SURFACE MOTION
 BA0131
 BA0131  HISTORY     - Date     Condition        Report By
 BA0131  HISTORY     - 1943     MONUMENTED       CGS
 BA0131  HISTORY     - 1958     GOOD             NGS
 BA0131
 BA0131                          STATION DESCRIPTION
 BA0131
 BA0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0131'20.6 MI SE FROM CASTOLON.
 BA0131'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0131'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0131'3.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  33 FEET NORTH OF THE
 BA0131'CENTER LINE OF THE ROAD, ABOUT 0.25 MILE EAST OF A SANDY DRAW, AT THE
 BA0131'CREST OF A SMALL HILL, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 BA0131'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 BA0131'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0036 ***********************************************************************
 BA0036  DESIGNATION -  Q 747
 BA0036  PID         -  BA0036
 BA0036  STATE/COUNTY-  TX/BREWSTER
 BA0036  USGS QUAD   -  BONE SPRING (1971)
 BA0036
 BA0036                         *CURRENT SURVEY CONTROL
 BA0036  ___________________________________________________________________
 BA0036* NAD 83(1986)-  29 34 00.     (N)    103 08 04.     (W)     SCALED    
 BA0036* NAVD 88     -       837.518  (meters)    2747.76   (feet)  ADJUSTED  
 BA0036  ___________________________________________________________________
 BA0036  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 BA0036  DYNAMIC HT  -         836.189 (meters)    2743.40  (feet)  COMP
 BA0036  MODELED GRAV-     979,027.9   (mgal)                       NAVD 88
 BA0036
 BA0036  VERT ORDER  -  FIRST     CLASS II
 BA0036
 BA0036.The horizontal coordinates were scaled from a topographic map and have
 BA0036.an estimated accuracy of +/- 6 seconds.
 BA0036
 BA0036.The orthometric height was determined by differential leveling
 BA0036.and adjusted by the National Geodetic Survey in June 1991..
 BA0036
 BA0036.The geoid height was determined by GEOID03.
 BA0036
 BA0036.The dynamic height is computed by dividing the NAVD 88
 BA0036.geopotential number by the normal gravity value computed on the
 BA0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0036.degrees latitude (g = 980.6199 gals.).
 BA0036
 BA0036.The modeled gravity was interpolated from observed gravity values.
 BA0036
 BA0036;                    North         East    Units  Estimated Accuracy
 BA0036;SPC TXSC     - 4,199,180.      199,500.      MT  (+/- 180 meters Scaled)
 BA0036
 BA0036                          SUPERSEDED SURVEY CONTROL
 BA0036
 BA0036  NGVD 29 (??/??/92)  837.167  (m)         2746.61   (f) ADJ UNCH    1 2
 BA0036
 BA0036.Superseded values are not recommended for survey control.
 BA0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0036.See file dsdata.txt to determine how the superseded data were derived.
 BA0036
 BA0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN807722(NAD 83)
 BA0036_MARKER: DB = BENCH MARK DISK
 BA0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0036_STAMPING: Q 747 1943
 BA0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0036+STABILITY: SURFACE MOTION
 BA0036
 BA0036  HISTORY     - Date     Condition        Report By
 BA0036  HISTORY     - 1943     MONUMENTED       CGS
 BA0036  HISTORY     - 1967     GOOD             NGS
 BA0036  HISTORY     - 20010331 GOOD             NGS
 BA0036
 BA0036                          STATION DESCRIPTION
 BA0036
 BA0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0036'7.8 MI S FROM PERSIMMON GAP.
 BA0036'ABOUT 7.8 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM THE TOP OF PERSIMMON
 BA0036'GAP, 62 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ON THE OUTSIDE OF
 BA0036'A CURVE, ON THE SOUTH SIDE OF A DRAW, 2 FEET NORTHWEST OF A WHITE
 BA0036'WOODEN WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE
 BA0036'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BA0036
 BA0036                          STATION RECOVERY (2001)
 BA0036
 BA0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0015 ***********************************************************************
 BA0015  DESIGNATION -  Q 748
 BA0015  PID         -  BA0015
 BA0015  STATE/COUNTY-  TX/BREWSTER
 BA0015  USGS QUAD   -  DOVE MOUNTAIN (1983)
 BA0015
 BA0015                         *CURRENT SURVEY CONTROL
 BA0015  ___________________________________________________________________
 BA0015* NAD 83(1986)-  29 50 57.     (N)    102 48 06.     (W)     SCALED    
 BA0015* NAVD 88     -       909.723  (meters)    2984.65   (feet)  ADJUSTED  
 BA0015  ___________________________________________________________________
 BA0015  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BA0015  DYNAMIC HT  -         908.295 (meters)    2979.96  (feet)  COMP
 BA0015  MODELED GRAV-     979,042.3   (mgal)                       NAVD 88
 BA0015
 BA0015  VERT ORDER  -  FIRST     CLASS II
 BA0015
 BA0015.The horizontal coordinates were scaled from a topographic map and have
 BA0015.an estimated accuracy of +/- 6 seconds.
 BA0015
 BA0015.The orthometric height was determined by differential leveling
 BA0015.and adjusted by the National Geodetic Survey in June 1991..
 BA0015
 BA0015.The geoid height was determined by GEOID03.
 BA0015
 BA0015.The dynamic height is computed by dividing the NAVD 88
 BA0015.geopotential number by the normal gravity value computed on the
 BA0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0015.degrees latitude (g = 980.6199 gals.).
 BA0015
 BA0015.The modeled gravity was interpolated from observed gravity values.
 BA0015
 BA0015;                    North         East    Units  Estimated Accuracy
 BA0015;SPC TXSC     - 4,229,380.      232,740.      MT  (+/- 180 meters Scaled)
 BA0015
 BA0015                          SUPERSEDED SURVEY CONTROL
 BA0015
 BA0015  NGVD 29 (??/??/92)  909.406  (m)         2983.61   (f) ADJ UNCH    1 2
 BA0015
 BA0015.Superseded values are not recommended for survey control.
 BA0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0015.See file dsdata.txt to determine how the superseded data were derived.
 BA0015
 BA0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP123041(NAD 83)
 BA0015_MARKER: DB = BENCH MARK DISK
 BA0015_SETTING: 66 = SET IN ROCK OUTCROP
 BA0015_SP_SET: ROCK OUTCROP
 BA0015_STAMPING: Q 748 1943
 BA0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0015+STABILITY: POSITION/ELEVATION WELL
 BA0015
 BA0015  HISTORY     - Date     Condition        Report By
 BA0015  HISTORY     - 1943     MONUMENTED       CGS
 BA0015  HISTORY     - 1966     GOOD             NGS
 BA0015  HISTORY     - 1976     GOOD             USGS
 BA0015
 BA0015                          STATION DESCRIPTION
 BA0015
 BA0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0015'29.3 MI NE FROM PERSIMMON GAP.
 BA0015'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0015'PERSIMMON GAP, THENCE 23.0 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0015'IN THE TOP OF A LIMESTONE ROCK OUTCROP ON THE SOUTHEAST BANK OF A
 BA0015'WASH, 58 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 0.35 MILES
 BA0015'SOUTH OF A WHITE HOUSE, 141 YARDS SOUTH OF A POWER POLE WITH LINE
 BA0015'CROSSING THE ROAD, 104 YARDS NORTHEAST OF A WOODEN GATE, 19 FEET
 BA0015'NORTHWEST OF A FENCE, AND 5 FEET ABOVE THE LEVEL OF THE ROAD.
 BA0015
 BA0015                          STATION RECOVERY (1976)
 BA0015
 BA0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0015'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0015'OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS, GO EAST FOR
 BA0015'4.2 MILES ON THE COUNTY ROAD TO A Y FORK. TAKE THE LEFT FORK AND GO
 BA0015'NORTH EAST FOR 3.7 MILES TO A WASH AND THE MARK ON THE RIGHT. IT IS
 BA0015'ABOUT .35 MILE SOUTH OF THE BEEF CANYON RANCH HOUSE, ABOUT 300 FEET
 BA0015'NORTH OF AN EAST-WEST FENCE AND CATTLE GUARD, 59 FEET SOUTHEAST OF
 BA0015'THE CENTERLINE OF THE ROAD, 19 FEET NORTHWEST OF A FENCE AND ABOUT 5
 BA0015'FEET ABOVE THE LEVEL OF THE ROAD. IT IS A STANDARD BENCH MARK DISK OF
 BA0015'THE NGS SET IN A DRILL HOLE IN A LIMESTONE OUTCROP, STAMPED Q 748
 BA0015'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0200 ***********************************************************************
 BA0200  DESIGNATION -  Q 749
 BA0200  PID         -  BA0200
 BA0200  STATE/COUNTY-  TX/PRESIDIO
 BA0200  USGS QUAD   -  THE SOLITARIO (1971)
 BA0200
 BA0200                         *CURRENT SURVEY CONTROL
 BA0200  ___________________________________________________________________
 BA0200* NAD 83(1986)-  29 22 57.     (N)    103 51 32.     (W)     SCALED    
 BA0200* NAVD 88     -       960.778  (meters)    3152.15   (feet)  POSTED    
 BA0200  ___________________________________________________________________
 BA0200  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BA0200  DYNAMIC HT  -         959.200 (meters)    3146.98  (feet)  COMP
 BA0200  MODELED GRAV-     978,968.1   (mgal)                       NAVD 88
 BA0200
 BA0200  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0200
 BA0200.The horizontal coordinates were scaled from a topographic map and have
 BA0200.an estimated accuracy of +/- 6 seconds.
 BA0200
 BA0200.The orthometric height was determined by differential leveling
 BA0200.and adjusted by the National Geodetic Survey in 1992..
 BA0200.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0200.rate of 4.1 thru 8.0 mm/km.
 BA0200
 BA0200.The geoid height was determined by GEOID03.
 BA0200
 BA0200.The dynamic height is computed by dividing the NAVD 88
 BA0200.geopotential number by the normal gravity value computed on the
 BA0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0200.degrees latitude (g = 980.6199 gals.).
 BA0200
 BA0200.The modeled gravity was interpolated from observed gravity values.
 BA0200
 BA0200;                    North         East    Units  Estimated Accuracy
 BA0200;SPC TXSC     - 4,181,480.      128,510.      MT  (+/- 180 meters Scaled)
 BA0200
 BA0200                          SUPERSEDED SURVEY CONTROL
 BA0200
 BA0200  NGVD 29 (??/??/92)  960.420  (m)         3150.98   (f) ADJ UNCH    1 2
 BA0200
 BA0200.Superseded values are not recommended for survey control.
 BA0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0200.See file dsdata.txt to determine how the superseded data were derived.
 BA0200
 BA0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN107509(NAD 83)
 BA0200_MARKER: DB = BENCH MARK DISK
 BA0200_SETTING: 80 = SET IN A BOULDER
 BA0200_SP_SET: BOULDER
 BA0200_STAMPING: Q 749 1943
 BA0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0200+STABILITY: SURFACE MOTION
 BA0200
 BA0200  HISTORY     - Date     Condition        Report By
 BA0200  HISTORY     - 1943     MONUMENTED       CGS
 BA0200  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0200
 BA0200                          STATION DESCRIPTION
 BA0200
 BA0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0200'0.75 MI S FROM CRAWFORD RANCH HDQ.
 BA0200'IN FRESNO CANYON, ON THE NORTHEAST SIDE OF THE ROAD AT A STRETCH OF
 BA0200'ROAD LEADING UP A WASH AWAY FROM THE MAIN CREEK BED, IN THE SOUTH SIDE
 BA0200'OF A 6- BY 8-FOOT SANDSTONE BOULDER, IN A LOW PROJECTION OF ROCK, AND
 BA0200'ABOUT 2 FEET ABOVE THE GROUND.  A DISK, STAMPED Q 749 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0516 ***********************************************************************
 CA0516  DESIGNATION -  Q 75
 CA0516  PID         -  CA0516
 CA0516  STATE/COUNTY-  TX/MCCULLOCH
 CA0516  USGS QUAD   -  ROCHELLE (1979)
 CA0516
 CA0516                         *CURRENT SURVEY CONTROL
 CA0516  ___________________________________________________________________
 CA0516* NAD 83(1986)-  31 14 45.     (N)    099 11 52.     (W)     SCALED    
 CA0516* NAVD 88     -       540.283  (meters)    1772.58   (feet)  POSTED    
 CA0516  ___________________________________________________________________
 CA0516  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CA0516  DYNAMIC HT  -         539.550 (meters)    1770.17  (feet)  COMP
 CA0516  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 CA0516
 CA0516  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CA0516
 CA0516.The horizontal coordinates were scaled from a topographic map and have
 CA0516.an estimated accuracy of +/- 6 seconds.
 CA0516
 CA0516.The orthometric height was determined by differential leveling
 CA0516.and adjusted by the National Geodetic Survey in 1992..
 CA0516.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CA0516.rate of 2.1 thru 3.0 mm/km.
 CA0516
 CA0516.The geoid height was determined by GEOID03.
 CA0516
 CA0516.The dynamic height is computed by dividing the NAVD 88
 CA0516.geopotential number by the normal gravity value computed on the
 CA0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0516.degrees latitude (g = 980.6199 gals.).
 CA0516
 CA0516.The modeled gravity was interpolated from observed gravity values.
 CA0516
 CA0516;                    North         East    Units  Estimated Accuracy
 CA0516;SPC TX C     - 3,175,610.      808,160.      MT  (+/- 180 meters Scaled)
 CA0516
 CA0516                          SUPERSEDED SURVEY CONTROL
 CA0516
 CA0516  NGVD 29 (??/??/92)  540.165  (m)         1772.19   (f) ADJ UNCH    1 2
 CA0516
 CA0516.Superseded values are not recommended for survey control.
 CA0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0516.See file dsdata.txt to determine how the superseded data were derived.
 CA0516
 CA0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV811568(NAD 83)
 CA0516_MARKER: DB = BENCH MARK DISK
 CA0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0516_STAMPING: 1772.191 Q 75 1931
 CA0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0516+STABILITY: SURFACE MOTION
 CA0516
 CA0516  HISTORY     - Date     Condition        Report By
 CA0516  HISTORY     - 1931     MONUMENTED       CGS
 CA0516  HISTORY     - 1962     MARK NOT FOUND   USGS
 CA0516  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0516
 CA0516                          STATION DESCRIPTION
 CA0516
 CA0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0516'1.7 MI NE FROM ROCHELLE.
 CA0516'1.7 MILES NORTHEAST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 CA0516'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 CA0516'ROCHELLE, MC CULLOCH COUNTY, 3 POLES SOUTH OF MILEPOST 913, 45 FEET
 CA0516'EAST OF THE TRACK, 10 FEET WEST OF STATE HIGHWAY 10, AND AT A FENCE. A
 CA0516'STANDARD DISK, STAMPED 1772.191 Q 75 1931 AND SET IN THE TOP OF A
 CA0516'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 CA0516
 CA0516                          STATION RECOVERY (1962)
 CA0516
 CA0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0516'MARK NOT FOUND.
 CA0516
 CA0516                          STATION RECOVERY (1982)
 CA0516
 CA0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0226 ***********************************************************************
 BA0226  DESIGNATION -  Q 750
 BA0226  PID         -  BA0226
 BA0226  STATE/COUNTY-  TX/BREWSTER
 BA0226  USGS QUAD   -  CASTOLON (1971)
 BA0226
 BA0226                         *CURRENT SURVEY CONTROL
 BA0226  ___________________________________________________________________
 BA0226* NAD 83(1986)-  29 14 33.     (N)    103 34 26.     (W)     SCALED    
 BA0226* NAVD 88     -       700.552  (meters)    2298.39   (feet)  ADJUSTED  
 BA0226  ___________________________________________________________________
 BA0226  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 BA0226  DYNAMIC HT  -         699.426 (meters)    2294.70  (feet)  COMP
 BA0226  MODELED GRAV-     979,014.3   (mgal)                       NAVD 88
 BA0226
 BA0226  VERT ORDER  -  FIRST     CLASS II
 BA0226
 BA0226.The horizontal coordinates were scaled from a topographic map and have
 BA0226.an estimated accuracy of +/- 6 seconds.
 BA0226
 BA0226.The orthometric height was determined by differential leveling
 BA0226.and adjusted by the National Geodetic Survey in June 1991..
 BA0226
 BA0226.The geoid height was determined by GEOID03.
 BA0226
 BA0226.The dynamic height is computed by dividing the NAVD 88
 BA0226.geopotential number by the normal gravity value computed on the
 BA0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0226.degrees latitude (g = 980.6199 gals.).
 BA0226
 BA0226.The modeled gravity was interpolated from observed gravity values.
 BA0226
 BA0226;                    North         East    Units  Estimated Accuracy
 BA0226;SPC TXSC     - 4,164,870.      155,540.      MT  (+/- 180 meters Scaled)
 BA0226
 BA0226                          SUPERSEDED SURVEY CONTROL
 BA0226
 BA0226  NGVD 29 (??/??/92)  700.136  (m)         2297.03   (f) ADJ UNCH    1 2
 BA0226
 BA0226.Superseded values are not recommended for survey control.
 BA0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0226.See file dsdata.txt to determine how the superseded data were derived.
 BA0226
 BA0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN385356(NAD 83)
 BA0226_MARKER: DB = BENCH MARK DISK
 BA0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0226_STAMPING: Q 750 1943
 BA0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0226+STABILITY: SURFACE MOTION
 BA0226
 BA0226  HISTORY     - Date     Condition        Report By
 BA0226  HISTORY     - 1943     MONUMENTED       CGS
 BA0226  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0226
 BA0226                          STATION DESCRIPTION
 BA0226
 BA0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0226'7.2 MI S FROM TERLINGUA.
 BA0226'ALONG THE CASTOLON-TERLINGUA ROAD ABOUT 7.2 MILES SOUTH OF THE POST
 BA0226'OFFICE AT TERLINGUA, 0.1 MILE NORTHEAST OF THE POINT WHERE THE ROAD
 BA0226'LEAVES TERLINGUA CREEK FORD, ON THE EAST SIDE OF THE ROAD ABOUT 110
 BA0226'FEET WEST OF A BLUFF, 125 FEET EAST OF THE EAST BANK OF THE CREEK, 31
 BA0226'FEET EAST OF THE CENTER LINE OF THE ROAD AND IS A BENCH MARK DISK SET
 BA0226'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE --
 BA0226'CREEK HAS CHANGED COURSE.
 BA0226
 BA0226                          STATION RECOVERY (1958)
 BA0226
 BA0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0042 ***********************************************************************
 AW0042  DESIGNATION -  Q 751
 AW0042  PID         -  AW0042
 AW0042  STATE/COUNTY-  TX/BRAZORIA
 AW0042  USGS QUAD   -  OYSTER CREEK (1974)
 AW0042
 AW0042                         *CURRENT SURVEY CONTROL
 AW0042  ___________________________________________________________________
 AW0042* NAD 83(1986)-  29 07 06.     (N)    095 15 16.     (W)     SCALED    
 AW0042* NAVD 88     -         2.17   (+/-2cm)       7.1    (feet)  VERTCON   
 AW0042  ___________________________________________________________________
 AW0042  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0042
 AW0042  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0042
 AW0042.The horizontal coordinates were scaled from a topographic map and have
 AW0042.an estimated accuracy of +/- 6 seconds.
 AW0042
 AW0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0042.The vertical order pertains to the NGVD 29 superseded value.
 AW0042
 AW0042.The geoid height was determined by GEOID03.
 AW0042
 AW0042;                    North         East    Units  Estimated Accuracy
 AW0042;SPC TXSC     - 4,148,250.      964,440.      MT  (+/- 180 meters Scaled)
 AW0042
 AW0042                          SUPERSEDED SURVEY CONTROL
 AW0042
 AW0042  NGVD 29 (??/??/92)    2.170  (m)            7.12   (f) ADJ UNCH    1 1
 AW0042
 AW0042.Superseded values are not recommended for survey control.
 AW0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0042.See file dsdata.txt to determine how the superseded data were derived.
 AW0042
 AW0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN806231(NAD 83)
 AW0042_MARKER: DB = BENCH MARK DISK
 AW0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0042_STAMPING: Q 751 1942
 AW0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0042+STABILITY: SURFACE MOTION
 AW0042
 AW0042  HISTORY     - Date     Condition        Report By
 AW0042  HISTORY     - 1942     MONUMENTED       CGS
 AW0042  HISTORY     - 1973     GOOD             NGS
 AW0042  HISTORY     - 1978     GOOD             NGS
 AW0042  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0042
 AW0042                          STATION DESCRIPTION
 AW0042
 AW0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0042'14.0 MI NE FROM FREEPORT.
 AW0042'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0042'BOULEVARD AT FREEPORT, THENCE 7.2 MILES NORTHEAST ALONG COUNTY ROAD
 AW0042'227, 0.25 MILE SOUTHWEST OF BENCH MARK Z 1209, AT THE JUNCTION OF A
 AW0042'TRACK ROAD SOUTHEAST INTO A FIELD, 47 FEET SOUTHEAST OF THE CENTER
 AW0042'LINE OF THE ROAD, 101 FEET NORTHWEST OF THE SOUTHWEST END OF A WIRE
 AW0042'GATE, 13 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD SOUTHEAST,
 AW0042'2.1 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 AW0042'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AW0042'THE GROUND.
 AW0042
 AW0042                          STATION RECOVERY (1978)
 AW0042
 AW0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0042'RECOVERED IN GOOD CONDITION.
 AW0042
 AW0042                          STATION RECOVERY (2003)
 AW0042
 AW0042'RECOVERY NOTE BY US POWER SQUADRON 2003 (AB)
 AW0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0016 ***********************************************************************
 AM0016  DESIGNATION -  Q 752
 AM0016  PID         -  AM0016
 AM0016  STATE/COUNTY-  TX/BRAZORIA
 AM0016  USGS QUAD   -  JONES CREEK (1974)
 AM0016
 AM0016                         *CURRENT SURVEY CONTROL
 AM0016  ___________________________________________________________________
 AM0016* NAD 83(1986)-  28 59 01.     (N)    095 22 39.     (W)     SCALED    
 AM0016* NAVD 88     -         4.22   (+/-2cm)      13.8    (feet)  VERTCON   
 AM0016  ___________________________________________________________________
 AM0016  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AM0016
 AM0016  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0016
 AM0016.The horizontal coordinates were scaled from a topographic map and have
 AM0016.an estimated accuracy of +/- 6 seconds.
 AM0016
 AM0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0016.The vertical order pertains to the NGVD 29 superseded value.
 AM0016
 AM0016.The geoid height was determined by GEOID03.
 AM0016
 AM0016;                    North         East    Units  Estimated Accuracy
 AM0016;SPC TXSC     - 4,132,950.      952,930.      MT  (+/- 180 meters Scaled)
 AM0016
 AM0016                          SUPERSEDED SURVEY CONTROL
 AM0016
 AM0016  NGVD 29 (??/??/92)    4.243  (m)           13.92   (f) ADJ UNCH    1 1
 AM0016
 AM0016.Superseded values are not recommended for survey control.
 AM0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0016.See file dsdata.txt to determine how the superseded data were derived.
 AM0016
 AM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN683085(NAD 83)
 AM0016_MARKER: DB = BENCH MARK DISK
 AM0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0016_SP_SET: ABUTMENT
 AM0016_STAMPING: Q 752 1942
 AM0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0016
 AM0016  HISTORY     - Date     Condition        Report By
 AM0016  HISTORY     - 1942     MONUMENTED       CGS
 AM0016  HISTORY     - 1973     GOOD             NGS
 AM0016  HISTORY     - 1977     GOOD             NGS
 AM0016  HISTORY     - 1978     GOOD             NGS
 AM0016  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0016
 AM0016                          STATION DESCRIPTION
 AM0016
 AM0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0016'1.1 MI NW FROM FREEPORT.
 AM0016'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 288 (BRAZOSPORT BOULEVARD)
 AM0016'FROM THE JUNCTION OF FARM ROAD 523 (NORTH GULF BOULEVARD) AT FREEPORT,
 AM0016'0.05 MILE NORTHWEST OF A STEEL TOWER POWER POLE LINE CROSSING, AT THE
 AM0016'NORTH CITY LIMITS OF FREEPORT, IN THE TOP AND 0.7 FOOT SOUTHWEST OF
 AM0016'THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE SOUTHWEST LANES
 AM0016'BRIDGE OVER A CANAL, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 AM0016'SOUTHWEST LANES OF STATE HIGHWAY 288, AND ABOUT 0.5 FOOT HIGHER THAN
 AM0016'THE HIGHWAY.
 AM0016
 AM0016                          STATION RECOVERY (1977)
 AM0016
 AM0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0016'RECOVERED IN GOOD CONDITION.
 AM0016
 AM0016                          STATION RECOVERY (1978)
 AM0016
 AM0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0016'RECOVERED IN GOOD CONDITION.
 AM0016
 AM0016                          STATION RECOVERY (1994)
 AM0016
 AM0016'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1191 ***********************************************************************
 AW1191  DESIGNATION -  Q 754
 AW1191  PID         -  AW1191
 AW1191  STATE/COUNTY-  TX/BRAZORIA
 AW1191  USGS QUAD   -  BRAZORIA (1952)
 AW1191
 AW1191                         *CURRENT SURVEY CONTROL
 AW1191  ___________________________________________________________________
 AW1191* NAD 83(1986)-  29 02 31.     (N)    095 36 51.     (W)     SCALED    
 AW1191* NAVD 88     -         4.16   (+/-2cm)      13.6    (feet)  VERTCON   
 AW1191  ___________________________________________________________________
 AW1191  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW1191
 AW1191  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1191
 AW1191.The horizontal coordinates were scaled from a topographic map and have
 AW1191.an estimated accuracy of +/- 6 seconds.
 AW1191
 AW1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1191.The vertical order pertains to the NGVD 29 superseded value.
 AW1191
 AW1191.The geoid height was determined by GEOID03.
 AW1191
 AW1191;                    North         East    Units  Estimated Accuracy
 AW1191;SPC TXSC     - 4,138,720.      929,690.      MT  (+/- 180 meters Scaled)
 AW1191
 AW1191                          SUPERSEDED SURVEY CONTROL
 AW1191
 AW1191  NGVD 29 (??/??/92)    4.179  (m)           13.71   (f) ADJ UNCH    1 1
 AW1191
 AW1191.Superseded values are not recommended for survey control.
 AW1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1191.See file dsdata.txt to determine how the superseded data were derived.
 AW1191
 AW1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN454154(NAD 83)
 AW1191_MARKER: DB = BENCH MARK DISK
 AW1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1191_STAMPING: Q 754 1943
 AW1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1191+STABILITY: SURFACE MOTION
 AW1191
 AW1191  HISTORY     - Date     Condition        Report By
 AW1191  HISTORY     - 1943     MONUMENTED       CGS
 AW1191  HISTORY     - 1972     GOOD             NGS
 AW1191  HISTORY     - 1978     GOOD             NGS
 AW1191
 AW1191                          STATION DESCRIPTION
 AW1191
 AW1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1191'2.6 MI W FROM BRAZORIA.
 AW1191'2.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FIRE
 AW1191'STATION AT BRAZORIA, 0.5 MILE EAST OF BRIDGE OVER SAN BERNARD RIVER, 8
 AW1191'RAILS EAST OF TRESTLE 305.9, 96.0 FEET SOUTH OF SOUTH RAIL, 17 FEET
 AW1191'EAST OF A FENCE CORNER, 48 FEET NORTH OF A FENCE CORNER, 3.5 FEET
 AW1191'SOUTH OF RIGHT-OF-WAY FENCE, 10 FEET LOWER THAN THE TRACK, AND SET IN
 AW1191'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AW1191
 AW1191                          STATION RECOVERY (1978)
 AW1191
 AW1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0155 ***********************************************************************
 AM0155  DESIGNATION -  Q 755
 AM0155  PID         -  AM0155
 AM0155  STATE/COUNTY-  TX/MATAGORDA
 AM0155  USGS QUAD   -  BAY CITY (1972)
 AM0155
 AM0155                         *CURRENT SURVEY CONTROL
 AM0155  ___________________________________________________________________
 AM0155* NAD 83(1986)-  28 54 55.     (N)    095 56 40.     (W)     SCALED    
 AM0155* NAVD 88     -         9.21   (+/-2cm)      30.2    (feet)  VERTCON   
 AM0155  ___________________________________________________________________
 AM0155  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AM0155
 AM0155  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0155
 AM0155.The horizontal coordinates were scaled from a topographic map and have
 AM0155.an estimated accuracy of +/- 6 seconds.
 AM0155
 AM0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0155.The vertical order pertains to the NGVD 29 superseded value.
 AM0155
 AM0155.The geoid height was determined by GEOID03.
 AM0155
 AM0155;                    North         East    Units  Estimated Accuracy
 AM0155;SPC TXSC     - 4,123,800.      897,910.      MT  (+/- 180 meters Scaled)
 AM0155
 AM0155                          SUPERSEDED SURVEY CONTROL
 AM0155
 AM0155  NGVD 29 (??/??/92)    9.248  (m)           30.34   (f) ADJ UNCH    1 2
 AM0155
 AM0155.Superseded values are not recommended for survey control.
 AM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0155.See file dsdata.txt to determine how the superseded data were derived.
 AM0155
 AM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN129021(NAD 83)
 AM0155_MARKER: DB = BENCH MARK DISK
 AM0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0155_STAMPING: Q 755 1943
 AM0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0155+STABILITY: SURFACE MOTION
 AM0155
 AM0155  HISTORY     - Date     Condition        Report By
 AM0155  HISTORY     - 1943     MONUMENTED       CGS
 AM0155  HISTORY     - 1951     GOOD             NGS
 AM0155  HISTORY     - 1978     POOR             NGS
 AM0155
 AM0155                          STATION DESCRIPTION
 AM0155
 AM0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0155'5.1 MI S FROM BAY CITY.
 AM0155'5.1 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0155'THE CITY WATER TANK AT BAY CITY, 2 POLES NORTH OF MILEPOST 74, 0.2
 AM0155'MILE NORTH OF BRIDGE 74-A, 240 FEET NORTH OF AN ABANDONED ROAD
 AM0155'CROSSING, 41 FEET EAST OF THE EAST RAIL, 2 FEET WEST OF A FENCE, 3
 AM0155'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AM0155'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AM0155
 AM0155                          STATION RECOVERY (1978)
 AM0155
 AM0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0155'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4345 ***********************************************************************
 AW4345  DESIGNATION -  Q 756
 AW4345  PID         -  AW4345
 AW4345  STATE/COUNTY-  TX/BRAZORIA
 AW4345  USGS QUAD   -  SWEENY (1972)
 AW4345
 AW4345                         *CURRENT SURVEY CONTROL
 AW4345  ___________________________________________________________________
 AW4345* NAD 83(1986)-  29 06 43.     (N)    095 40 31.     (W)     SCALED    
 AW4345* NAVD 88     -         6.95   (+/-2cm)      22.8    (feet)  VERTCON   
 AW4345  ___________________________________________________________________
 AW4345  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW4345
 AW4345  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4345
 AW4345.The horizontal coordinates were scaled from a topographic map and have
 AW4345.an estimated accuracy of +/- 6 seconds.
 AW4345
 AW4345.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4345.The vertical order pertains to the NGVD 29 superseded value.
 AW4345
 AW4345.The geoid height was determined by GEOID03.
 AW4345
 AW4345;                    North         East    Units  Estimated Accuracy
 AW4345;SPC TXSC     - 4,146,300.      923,520.      MT  (+/- 180 meters Scaled)
 AW4345
 AW4345                          SUPERSEDED SURVEY CONTROL
 AW4345
 AW4345  NGVD 29 (??/??/92)    6.966  (m)           22.85   (f) ADJ UNCH    2 0
 AW4345
 AW4345.Superseded values are not recommended for survey control.
 AW4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4345.See file dsdata.txt to determine how the superseded data were derived.
 AW4345
 AW4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN396233(NAD 83)
 AW4345_MARKER: DB = BENCH MARK DISK
 AW4345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4345_SP_SET: BRIDGE ABUTMENT
 AW4345_STAMPING: Q 756 1943
 AW4345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4345+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4345
 AW4345  HISTORY     - Date     Condition        Report By
 AW4345  HISTORY     - 1943     MONUMENTED       CGS
 AW4345  HISTORY     - 20041118 GOOD             USPSQD
 AW4345
 AW4345                          STATION DESCRIPTION
 AW4345
 AW4345'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4345'3.0 MI SW FROM WEST COLUMBIA.
 AW4345'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4345'SOUTHWESTERLY 3.0 MILES ALONG STATE HIGHWAY NO. 35 TO THE STEEL
 AW4345'HIGHWAY BRIDGE OVER THE SAN BERNARD RIVER AND SITE OF BENCH MARK.
 AW4345'BENCH MARK IS 60.0 FEET NORTH OF THE NORTH END OF THE STEEL GIRDER OF
 AW4345'THE BRIDGE, 12.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AW4345'CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE TOP WEST END
 AW4345'OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE.
 AW4345
 AW4345                          STATION RECOVERY (2004)
 AW4345
 AW4345'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4138 ***********************************************************************
 AW4138  DESIGNATION -  Q 759
 AW4138  PID         -  AW4138
 AW4138  STATE/COUNTY-  TX/BRAZORIA
 AW4138  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4138
 AW4138                         *CURRENT SURVEY CONTROL
 AW4138  ___________________________________________________________________
 AW4138* NAD 83(1986)-  29 08 51.     (N)    095 39 29.     (W)     SCALED    
 AW4138* NAVD 88     -        11.19   (+/-2cm)      36.7    (feet)  VERTCON   
 AW4138  ___________________________________________________________________
 AW4138  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW4138
 AW4138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4138
 AW4138.The horizontal coordinates were scaled from a topographic map and have
 AW4138.an estimated accuracy of +/- 6 seconds.
 AW4138
 AW4138.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4138.The vertical order pertains to the NGVD 29 superseded value.
 AW4138
 AW4138.The geoid height was determined by GEOID03.
 AW4138
 AW4138;                    North         East    Units  Estimated Accuracy
 AW4138;SPC TXSC     - 4,150,290.      925,090.      MT  (+/- 180 meters Scaled)
 AW4138
 AW4138                          SUPERSEDED SURVEY CONTROL
 AW4138
 AW4138  NGVD 29 (??/??/92)   11.21   (m)           36.8    (f) COMPUTED    2 0
 AW4138
 AW4138.Superseded values are not recommended for survey control.
 AW4138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4138.See file dsdata.txt to determine how the superseded data were derived.
 AW4138
 AW4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN414272(NAD 83)
 AW4138_MARKER: DB = BENCH MARK DISK
 AW4138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4138_SP_SET: CULVERT
 AW4138_STAMPING: Q 759 1943
 AW4138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4138
 AW4138  HISTORY     - Date     Condition        Report By
 AW4138  HISTORY     - 1943     MONUMENTED       CGS
 AW4138  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4138  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4138  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4138
 AW4138                          STATION DESCRIPTION
 AW4138
 AW4138'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4138'0.8 MI NW FROM WEST COLUMBIA.
 AW4138'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 35 AND STATE
 AW4138'HIGHWAY NO. 36 AT WEST COLUMBIA.  PROCEED NORTHWESTERLY 0.8 MILE ALONG
 AW4138'STATE HIGHWAY NO. 36 TO THE CROSSING OF A CONCRETE ROAD AND SITE OF
 AW4138'BENCH MARK.  BENCH MARK IS AT THE NORTHWEST OUT-SKIRTS OF WEST
 AW4138'COLUMBIA, ABOUT 0.7 MILE NORTHWEST OF THE CITY WATER TANK AT WEST
 AW4138'COLUMBIA.  IT IS 205.0 FEET NORTHWEST OF THE CENTER OF THE CROSS ROAD,
 AW4138'20.5 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AW4138'OF STATE HIGHWAY NO. 36 AND IS SET HORIZONTALLY IN THE TOP NORTHWEST
 AW4138'END OF THE NORTHEAST HEADWALL OF THE CONCRETE CULVERT UNDER STATE
 AW4138'HIGHWAY NO. 36.
 AW4138
 AW4138                          STATION RECOVERY (1973)
 AW4138
 AW4138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4138'MARK NOT FOUND.
 AW4138
 AW4138                          STATION RECOVERY (1989)
 AW4138
 AW4138'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4138'MARK NOT FOUND.
 AW4138
 AW4138                          STATION RECOVERY (1994)
 AW4138
 AW4138'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0534 ***********************************************************************
 CA0534  DESIGNATION -  Q 76
 CA0534  PID         -  CA0534
 CA0534  STATE/COUNTY-  TX/MCCULLOCH
 CA0534  USGS QUAD   -  BRADY SOUTH (1987)
 CA0534
 CA0534                         *CURRENT SURVEY CONTROL
 CA0534  ___________________________________________________________________
 CA0534* NAD 83(1986)-  31 03 03.     (N)    099 17 25.     (W)     SCALED    
 CA0534* NAVD 88     -       531.444  (meters)    1743.58   (feet)  ADJUSTED  
 CA0534  ___________________________________________________________________
 CA0534  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CA0534  DYNAMIC HT  -         530.728 (meters)    1741.23  (feet)  COMP
 CA0534  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 CA0534
 CA0534  VERT ORDER  -  FIRST     CLASS II
 CA0534
 CA0534.The horizontal coordinates were scaled from a topographic map and have
 CA0534.an estimated accuracy of +/- 6 seconds.
 CA0534
 CA0534.The orthometric height was determined by differential leveling
 CA0534.and adjusted by the National Geodetic Survey in June 1991..
 CA0534
 CA0534.The geoid height was determined by GEOID03.
 CA0534
 CA0534.The dynamic height is computed by dividing the NAVD 88
 CA0534.geopotential number by the normal gravity value computed on the
 CA0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0534.degrees latitude (g = 980.6199 gals.).
 CA0534
 CA0534.The modeled gravity was interpolated from observed gravity values.
 CA0534
 CA0534;                    North         East    Units  Estimated Accuracy
 CA0534;SPC TX C     - 3,153,910.      799,550.      MT  (+/- 180 meters Scaled)
 CA0534
 CA0534                          SUPERSEDED SURVEY CONTROL
 CA0534
 CA0534  NGVD 29 (??/??/92)  531.381  (m)         1743.37   (f) ADJ UNCH    1 2
 CA0534
 CA0534.Superseded values are not recommended for survey control.
 CA0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0534.See file dsdata.txt to determine how the superseded data were derived.
 CA0534
 CA0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV723352(NAD 83)
 CA0534_MARKER: DB = BENCH MARK DISK
 CA0534_SETTING: 66 = SET IN ROCK OUTCROP
 CA0534_SP_SET: FLAT ROCK
 CA0534_STAMPING: Q 76 1931
 CA0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0534+STABILITY: POSITION/ELEVATION WELL
 CA0534
 CA0534  HISTORY     - Date     Condition        Report By
 CA0534  HISTORY     - 1931     MONUMENTED       CGS
 CA0534  HISTORY     - 1953     GOOD             NGS
 CA0534  HISTORY     - 1970     MARK NOT FOUND   USGS
 CA0534  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0534  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0534  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CA0534
 CA0534                          STATION DESCRIPTION
 CA0534
 CA0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CA0534'7.1 MI S FROM BRADY.
 CA0534'6.1 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH FARM ROAD
 CA0534'734 AT BRADY, THENCE 0.6 MILE NORTHEAST ALONG A PRIVATE ROAD, THENCE
 CA0534'0.4 MILE NORTHWEST ALONG OLD U.S. HIGHWAY 87, 74 FEET NORTHWEST OF A
 CA0534'30 INCH OAK TREE, 41 FEET EAST OF A 14 INCH OAK TREE, 68 FEET
 CA0534'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 0.4 FOOT ABOVE THE
 CA0534'GROUND, SET IN THE TOP OF A LARGE FLAT ROCK.
 CA0534
 CA0534                          STATION RECOVERY (1970)
 CA0534
 CA0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CA0534'MARK NOT FOUND.
 CA0534
 CA0534                          STATION RECOVERY (1981)
 CA0534
 CA0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0534'MARK NOT FOUND.
 CA0534
 CA0534                          STATION RECOVERY (1982)
 CA0534
 CA0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0534'NOT SEARCHED FOR, PRIVATE PROPERTY.
 CA0534
 CA0534                          STATION RECOVERY (1999)
 CA0534
 CA0534'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2080 ***********************************************************************
 AW2080  DESIGNATION -  Q 760
 AW2080  PID         -  AW2080
 AW2080  STATE/COUNTY-  TX/HARRIS
 AW2080  USGS QUAD   -  PARK PLACE (1995)
 AW2080
 AW2080                         *CURRENT SURVEY CONTROL
 AW2080  ___________________________________________________________________
 AW2080* NAD 83(1986)-  29 38 03.     (N)    095 17 10.     (W)     SCALED    
 AW2080* NAVD 88     -        13.96   (+/-2cm)      45.8    (feet)  VERTCON   
 AW2080  ___________________________________________________________________
 AW2080  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2080
 AW2080  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2080
 AW2080.The horizontal coordinates were scaled from a topographic map and have
 AW2080.an estimated accuracy of +/- 6 seconds.
 AW2080
 AW2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2080.The vertical order pertains to the NGVD 29 superseded value.
 AW2080
 AW2080.The geoid height was determined by GEOID03.
 AW2080
 AW2080;                    North         East    Units  Estimated Accuracy
 AW2080;SPC TXSC     - 4,205,290.      959,540.      MT  (+/- 180 meters Scaled)
 AW2080
 AW2080                          SUPERSEDED SURVEY CONTROL
 AW2080
 AW2080  NGVD 29 (??/??/92)   13.959  (m)           45.80   (f) ADJ UNCH    1 2
 AW2080
 AW2080.Superseded values are not recommended for survey control.
 AW2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2080.See file dsdata.txt to determine how the superseded data were derived.
 AW2080
 AW2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN786804(NAD 83)
 AW2080_MARKER: DB = BENCH MARK DISK
 AW2080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2080_SP_SET: CULVERT
 AW2080_STAMPING: Q 760 1942
 AW2080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2080
 AW2080  HISTORY     - Date     Condition        Report By
 AW2080  HISTORY     - 1942     MONUMENTED       CGS
 AW2080  HISTORY     - 1965     GOOD             NGS
 AW2080  HISTORY     - 1973     GOOD             NGS
 AW2080  HISTORY     - 1978     GOOD             NGS
 AW2080  HISTORY     - 1981     GOOD             USGS
 AW2080  HISTORY     - 1987     GOOD             USPSQD
 AW2080  HISTORY     - 1987     GOOD             USPSQD
 AW2080  HISTORY     - 1988     GOOD             USPSQD
 AW2080  HISTORY     - 1988     GOOD             USPSQD
 AW2080  HISTORY     - 1988     GOOD             USPSQD
 AW2080  HISTORY     - 1988     GOOD             USPSQD
 AW2080  HISTORY     - 19950624 GOOD             USPSQD
 AW2080  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 AW2080
 AW2080                          STATION DESCRIPTION
 AW2080
 AW2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AW2080'2 MI NE FROM MYKAWA.
 AW2080'ABOUT 1.05 MILES EAST ALONG THE ALMEDA-GENOA ROAD FROM THE CROSSING OF
 AW2080'THE GULF, COLORADO, AND SANTA FE RAILWAY AT MYKAWA, THENCE 0.45 MILES
 AW2080'NORTH ALONG STATE HIGHWAY 35 (TELEPHONE ROAD), THENCE 0.15 MILES NORTH
 AW2080'ALONG OLD STATE HIGHWAY 35, ABOUT 100 YARDS EAST OF THE NEW HIGHWAY,
 AW2080'AT THE JUNCTION OF BRANIFF ROAD LEADING EAST, SET IN THE TOP OF THE
 AW2080'SOUTH END OF THE WEST CONCRETE HEADWALL OF A CONCRETE HEADWALL UNDER
 AW2080'THE OLD HIGHWAY, 18 FT WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 22
 AW2080'FT NORTH OF THE EXTENDED CENTERLINE OF BRANIFF ROAD, AND ABOUT 1 1/2
 AW2080'FT ABOVE THE LEVEL OF THE ROAD.
 AW2080
 AW2080                          STATION RECOVERY (1973)
 AW2080
 AW2080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2080'RECOVERED IN GOOD CONDITION.
 AW2080
 AW2080                          STATION RECOVERY (1978)
 AW2080
 AW2080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2080'RECOVERED IN GOOD CONDITION.
 AW2080
 AW2080                          STATION RECOVERY (1981)
 AW2080
 AW2080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 AW2080'RECOVERED IN GOOD CONDITION.
 AW2080
 AW2080                          STATION RECOVERY (1987)
 AW2080
 AW2080'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2080'RECOVERED IN GOOD CONDITION.
 AW2080
 AW2080                          STATION RECOVERY (1987)
 AW2080
 AW2080'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2080'RECOVERED IN GOOD CONDITION.
 AW2080
 AW2080                          STATION RECOVERY (1988)
 AW2080
 AW2080'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW2080'RECOVERED IN GOOD CONDITION.
 AW2080
 AW2080                          STATION RECOVERY (1988)
 AW2080
 AW2080'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW2080'RECOVERED IN GOOD CONDITION.
 AW2080
 AW2080                          STATION RECOVERY (1988)
 AW2080
 AW2080'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW2080'RECOVERED IN GOOD CONDITION.
 AW2080
 AW2080                          STATION RECOVERY (1988)
 AW2080
 AW2080'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW2080'RECOVERED IN GOOD CONDITION.
 AW2080
 AW2080                          STATION RECOVERY (1995)
 AW2080
 AW2080'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2080'RECOVERED IN GOOD CONDITION.
 AW2080
 AW2080                          STATION RECOVERY (2003)
 AW2080
 AW2080'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2080'CONSTRUCTION WORK HAS DESTROYED THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0076 ***********************************************************************
 AN0076  DESIGNATION -  Q 762
 AN0076  PID         -  AN0076
 AN0076  STATE/COUNTY-  TX/JACKSON
 AN0076  USGS QUAD   -  FRANCITAS NW (1995)
 AN0076
 AN0076                         *CURRENT SURVEY CONTROL
 AN0076  ___________________________________________________________________
 AN0076* NAD 83(1986)-  28 56 34.     (N)    096 28 47.     (W)     SCALED    
 AN0076* NAVD 88     -        16.12   (+/-2cm)      52.9    (feet)  VERTCON   
 AN0076  ___________________________________________________________________
 AN0076  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0076
 AN0076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0076
 AN0076.The horizontal coordinates were scaled from a topographic map and have
 AN0076.an estimated accuracy of +/- 6 seconds.
 AN0076
 AN0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0076.The vertical order pertains to the NGVD 29 superseded value.
 AN0076
 AN0076.The geoid height was determined by GEOID03.
 AN0076
 AN0076;                    North         East    Units  Estimated Accuracy
 AN0076;SPC TXSC     - 4,125,600.      845,660.      MT  (+/- 180 meters Scaled)
 AN0076
 AN0076                          SUPERSEDED SURVEY CONTROL
 AN0076
 AN0076  NGVD 29 (??/??/92)   16.134  (m)           52.93   (f) ADJ UNCH    2 0
 AN0076
 AN0076.Superseded values are not recommended for survey control.
 AN0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0076.See file dsdata.txt to determine how the superseded data were derived.
 AN0076
 AN0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT456042(NAD 83)
 AN0076_MARKER: DB = BENCH MARK DISK
 AN0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0076_SP_SET: CULVERT
 AN0076_STAMPING: Q 762 1943
 AN0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0076
 AN0076  HISTORY     - Date     Condition        Report By
 AN0076  HISTORY     - 1943     MONUMENTED       CGS
 AN0076  HISTORY     - 1972     GOOD             NGS
 AN0076  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 AN0076
 AN0076                          STATION DESCRIPTION
 AN0076
 AN0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0076'6.9 MI N FROM LA WARD.
 AN0076'ABOUT 6.9 MILES NORTH ALONG STATE HIGHWAY 172 FROM THE CROSSING OF THE
 AN0076'MISSOURI PACIFIC RAILROAD AT LA WARD, OR ABOUT 7.5 MILES SOUTH ALONG
 AN0076'STATE HIGHWAY 172 FROM THE INTERSECTION OF U.S. HIGHWAY 59 AT GANADO,
 AN0076'SET IN THE TOP AND 1.8 FEET SOUTH OF THE NORTH END OF THE EAST
 AN0076'CONCRETE HEADWALL OF A 10-X 3-FOOT CONCRETE CULVERT WITH WINGWALLS, 17
 AN0076'1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 AN0076'ABOVE THE LEVEL OF THE HIGHWAY.
 AN0076
 AN0076                          STATION RECOVERY (1991)
 AN0076
 AN0076'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0935 ***********************************************************************
 AJ0935  DESIGNATION -  Q 763
 AJ0935  PID         -  AJ0935
 AJ0935  STATE/COUNTY-  TX/ZAPATA
 AJ0935  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0935
 AJ0935                         *CURRENT SURVEY CONTROL
 AJ0935  ___________________________________________________________________
 AJ0935* NAD 83(1986)-  27 15 24.     (N)    099 08 31.     (W)     SCALED    
 AJ0935* NAVD 88     -       169.886  (meters)     557.37   (feet)  ADJUSTED  
 AJ0935  ___________________________________________________________________
 AJ0935  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AJ0935  DYNAMIC HT  -         169.614 (meters)     556.48  (feet)  COMP
 AJ0935  MODELED GRAV-     979,038.0   (mgal)                       NAVD 88
 AJ0935
 AJ0935  VERT ORDER  -  SECOND    CLASS 0
 AJ0935
 AJ0935.The horizontal coordinates were scaled from a topographic map and have
 AJ0935.an estimated accuracy of +/- 6 seconds.
 AJ0935
 AJ0935.The orthometric height was determined by differential leveling
 AJ0935.and adjusted by the National Geodetic Survey in June 1991..
 AJ0935
 AJ0935.The geoid height was determined by GEOID03.
 AJ0935
 AJ0935.The dynamic height is computed by dividing the NAVD 88
 AJ0935.geopotential number by the normal gravity value computed on the
 AJ0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0935.degrees latitude (g = 980.6199 gals.).
 AJ0935
 AJ0935.The modeled gravity was interpolated from observed gravity values.
 AJ0935
 AJ0935;                    North         East    Units  Estimated Accuracy
 AJ0935;SPC TX S     - 5,176,320.      236,440.      MT  (+/- 180 meters Scaled)
 AJ0935
 AJ0935                          SUPERSEDED SURVEY CONTROL
 AJ0935
 AJ0935  NGVD 29 (??/??/92)  169.925  (m)          557.50   (f) ADJ UNCH    2 0
 AJ0935
 AJ0935.Superseded values are not recommended for survey control.
 AJ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0935.See file dsdata.txt to determine how the superseded data were derived.
 AJ0935
 AJ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR859148(NAD 83)
 AJ0935_MARKER: DB = BENCH MARK DISK
 AJ0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0935_STAMPING: Q 763 1943
 AJ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0935+STABILITY: SURFACE MOTION
 AJ0935
 AJ0935  HISTORY     - Date     Condition        Report By
 AJ0935  HISTORY     - 1943     MONUMENTED       CGS
 AJ0935
 AJ0935                          STATION DESCRIPTION
 AJ0935
 AJ0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0935'14.6 MI S FROM AGUILARES.
 AJ0935'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0935'AGUILARES-- PROCEED 14.6 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0935'OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE NORTHWEST OF A PRIVATE
 AJ0935'CROSS ROAD INTERSECTION, 46.0 FEET EAST OF AND ACROSS THE ROAD FROM
 AJ0935'TELEPHONE POLE NO. 11, AND 20.0 FEET NORTHEAST OF AND ABOUT 2.0 FEET
 AJ0935'ABOVE THE CENTERLINE OF ROAD.  IT IS 1.0 FOOT SOUTHWEST OF THE
 AJ0935'RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER
 AJ0935'POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0666 ***********************************************************************
 AJ0666  DESIGNATION -  Q 764
 AJ0666  PID         -  AJ0666
 AJ0666  STATE/COUNTY-  TX/ZAPATA
 AJ0666  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0666
 AJ0666                         *CURRENT SURVEY CONTROL
 AJ0666  ___________________________________________________________________
 AJ0666* NAD 83(1986)-  27 10 35.     (N)    098 59 18.     (W)     SCALED    
 AJ0666* NAVD 88     -       169.781  (meters)     557.02   (feet)  POSTED    
 AJ0666  ___________________________________________________________________
 AJ0666  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AJ0666  DYNAMIC HT  -         169.510 (meters)     556.13  (feet)  COMP
 AJ0666  MODELED GRAV-     979,029.2   (mgal)                       NAVD 88
 AJ0666
 AJ0666  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0666
 AJ0666.The horizontal coordinates were scaled from a topographic map and have
 AJ0666.an estimated accuracy of +/- 6 seconds.
 AJ0666
 AJ0666.The orthometric height was determined by differential leveling
 AJ0666.and adjusted by the National Geodetic Survey in 1992..
 AJ0666.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0666.rate of 1.1 thru 2.0 mm/km.
 AJ0666
 AJ0666.The geoid height was determined by GEOID03.
 AJ0666
 AJ0666.The dynamic height is computed by dividing the NAVD 88
 AJ0666.geopotential number by the normal gravity value computed on the
 AJ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0666.degrees latitude (g = 980.6199 gals.).
 AJ0666
 AJ0666.The modeled gravity was interpolated from observed gravity values.
 AJ0666
 AJ0666;                    North         East    Units  Estimated Accuracy
 AJ0666;SPC TX S     - 5,167,360.      251,610.      MT  (+/- 180 meters Scaled)
 AJ0666
 AJ0666                          SUPERSEDED SURVEY CONTROL
 AJ0666
 AJ0666  NGVD 29 (??/??/92)  169.814  (m)          557.13   (f) ADJ UNCH    2 0
 AJ0666
 AJ0666.Superseded values are not recommended for survey control.
 AJ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0666.See file dsdata.txt to determine how the superseded data were derived.
 AJ0666
 AJ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR011059(NAD 83)
 AJ0666_MARKER: DB = BENCH MARK DISK
 AJ0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0666_STAMPING: Q 764 1943
 AJ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0666+STABILITY: SURFACE MOTION
 AJ0666
 AJ0666  HISTORY     - Date     Condition        Report By
 AJ0666  HISTORY     - 1943     MONUMENTED       CGS
 AJ0666
 AJ0666                          STATION DESCRIPTION
 AJ0666
 AJ0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0666'19.15 MI S FROM MIRANDO CITY.
 AJ0666'TO REACH FROM THE POST OFFICE AT MIRANDO CITY-- PROCEED 14.7 MILES
 AJ0666'SOUTHERLY ALONG AN IMPROVED AND DIRT COUNTY ROAD TO A SIDE ROAD
 AJ0666'RUNNING PARALLEL WITH A PIPELINE LEADING SOUTHWEST, THENCE 4.45 MILES
 AJ0666'SOUTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AJ0666'SOUTHWEST OF WINDCHARGER NO. 6090, AND 16.0 FEET NORTHWEST OF AND
 AJ0666'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD AND A GATE.  IT IS
 AJ0666'1.7 FEET NORTHEAST OF FENCE, AND 3.0 FEET SOUTHEAST OF A 4X4-INCH
 AJ0666'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1032 ***********************************************************************
 AX1032  DESIGNATION -  Q 766
 AX1032  PID         -  AX1032
 AX1032  STATE/COUNTY-  TX/FAYETTE
 AX1032  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1032
 AX1032                         *CURRENT SURVEY CONTROL
 AX1032  ___________________________________________________________________
 AX1032* NAD 83(1986)-  29 54 31.     (N)    096 38 24.     (W)     SCALED    
 AX1032* NAVD 88     -        94.19   (+/-2cm)     309.0    (feet)  VERTCON   
 AX1032  ___________________________________________________________________
 AX1032  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1032
 AX1032  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX1032
 AX1032.The horizontal coordinates were scaled from a topographic map and have
 AX1032.an estimated accuracy of +/- 6 seconds.
 AX1032
 AX1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1032.The vertical order pertains to the NGVD 29 superseded value.
 AX1032
 AX1032.The geoid height was determined by GEOID03.
 AX1032
 AX1032;                    North         East    Units  Estimated Accuracy
 AX1032;SPC TXSC     - 4,232,300.      827,880.      MT  (+/- 180 meters Scaled)
 AX1032
 AX1032                          SUPERSEDED SURVEY CONTROL
 AX1032
 AX1032  NGVD 29 (??/??/92)   94.156  (m)          308.91   (f) ADJ UNCH    1 1
 AX1032
 AX1032.Superseded values are not recommended for survey control.
 AX1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1032.See file dsdata.txt to determine how the superseded data were derived.
 AX1032
 AX1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU278109(NAD 83)
 AX1032_MARKER: DB = BENCH MARK DISK
 AX1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1032_STAMPING: Q 766 1943
 AX1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1032+STABILITY: SURFACE MOTION
 AX1032
 AX1032  HISTORY     - Date     Condition        Report By
 AX1032  HISTORY     - 1943     MONUMENTED       CGS
 AX1032  HISTORY     - 1973     GOOD             NGS
 AX1032  HISTORY     - 1976     GOOD             NGS
 AX1032  HISTORY     - 1976     GOOD             NGS
 AX1032  HISTORY     - 1978     GOOD             NGS
 AX1032  HISTORY     - 1986     MARK NOT FOUND   NGS
 AX1032
 AX1032                          STATION DESCRIPTION
 AX1032
 AX1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1032'2.6 MI E FROM FAYETTEVILLE.
 AX1032'2.6 MILES EAST ALONG THE MISSOURI-KANASS-TEXAS RAILROAD FROM THE
 AX1032'CROASSING OF FARM ROAD 955 AT FAYETTEVILLE, 6 POLES WEST OF THE WEST
 AX1032'END OF A WOODEN RAILROAD BRIDGE NO. 1003.9, 140 FEET WEST OF THE WEST
 AX1032'END OF A METAL GATE, 45.3 FEET NORTH OF THE NORTH RAIL, 14 FEET NORTH
 AX1032'OF THE 8TH TELEPHONE POLE WEST OF MILE POLE 1004.6, 1.0 FOOT SOUTH OF
 AX1032'FENCE LINE, 1.3 FEET EAST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER
 AX1032'THAN THE TRACK, SET IN THE TOP OF A CONCRETRE POST PROJECTING 0.5 FOOT
 AX1032'ABOVE THE GROUND.
 AX1032
 AX1032                          STATION RECOVERY (1976)
 AX1032
 AX1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1032'RECOVERED IN GOOD CONDITION.
 AX1032
 AX1032                          STATION RECOVERY (1976)
 AX1032
 AX1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1032'RECOVERED IN GOOD CONDITION.
 AX1032
 AX1032                          STATION RECOVERY (1978)
 AX1032
 AX1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1032'RECOVERED.  NOTE=6 POLES MENTIONED IN 1973 DESCRIPTION HAVE BEEN
 AX1032'REMOVED.  IN ADDITION TO MEASUREMENTS GIVEN IN 1973 DESCRIPTIONS, THE
 AX1032'MARK IS APPROXIMATELY 400 PACES WEST OF THE WEST END OF THE WOODEN
 AX1032'TRESTLE.
 AX1032
 AX1032                          STATION RECOVERY (1986)
 AX1032
 AX1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1032'NOT RECOVERED.  HEAVY BRUSH AND INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0030 ***********************************************************************
 AX0030  DESIGNATION -  Q 767
 AX0030  PID         -  AX0030
 AX0030  STATE/COUNTY-  TX/AUSTIN
 AX0030  USGS QUAD   -  CAT SPRING (1981)
 AX0030
 AX0030                         *CURRENT SURVEY CONTROL
 AX0030  ___________________________________________________________________
 AX0030* NAD 83(1986)-  29 49 10.     (N)    096 15 08.     (W)     SCALED    
 AX0030* NAVD 88     -        70.831  (meters)     232.38   (feet)  ADJUSTED  
 AX0030  ___________________________________________________________________
 AX0030  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0030  DYNAMIC HT  -          70.733 (meters)     232.06  (feet)  COMP
 AX0030  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 AX0030
 AX0030  VERT ORDER  -  FIRST     CLASS I
 AX0030
 AX0030.The horizontal coordinates were scaled from a topographic map and have
 AX0030.an estimated accuracy of +/- 6 seconds.
 AX0030
 AX0030.The orthometric height was determined by differential leveling
 AX0030.and adjusted by the National Geodetic Survey in June 1991..
 AX0030
 AX0030.The geoid height was determined by GEOID03.
 AX0030
 AX0030.The dynamic height is computed by dividing the NAVD 88
 AX0030.geopotential number by the normal gravity value computed on the
 AX0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0030.degrees latitude (g = 980.6199 gals.).
 AX0030
 AX0030.The modeled gravity was interpolated from observed gravity values.
 AX0030
 AX0030;                    North         East    Units  Estimated Accuracy
 AX0030;SPC TXSC     - 4,223,240.      865,550.      MT  (+/- 180 meters Scaled)
 AX0030
 AX0030                          SUPERSEDED SURVEY CONTROL
 AX0030
 AX0030  NGVD 29 (12/23/87)   70.805  (m)          232.30   (f) ADJUSTED    1 1
 AX0030
 AX0030.Superseded values are not recommended for survey control.
 AX0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0030.See file dsdata.txt to determine how the superseded data were derived.
 AX0030
 AX0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU655019(NAD 83)
 AX0030_MARKER: DB = BENCH MARK DISK
 AX0030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0030_SP_SET: CULVERT HEADWALL
 AX0030_STAMPING: Q 767 1943
 AX0030_MARK LOGO: CGS   
 AX0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0030+STABILITY: SURFACE MOTION
 AX0030
 AX0030  HISTORY     - Date     Condition        Report By
 AX0030  HISTORY     - 1943     MONUMENTED       CGS
 AX0030  HISTORY     - 1973     GOOD             NGS
 AX0030  HISTORY     - 1976     GOOD             NGS
 AX0030  HISTORY     - 1976     GOOD             NGS
 AX0030  HISTORY     - 1978     GOOD             NGS
 AX0030  HISTORY     - 1986     GOOD             NGS
 AX0030  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0030
 AX0030                          STATION DESCRIPTION
 AX0030
 AX0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0030'4.8 MI E FROM CAT SPRING.
 AX0030'4.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0030'CROSSING OF FARM ROAD 949 AT CAT SPRING, 0.3 MILE WEST OF THE CROSSING
 AX0030'OF KLOSS ROAD, AT MILE POLE 1029, IN THE TOP AND 0.6 FOOT WEST OF THE
 AX0030'EAST END OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT, 8.0 FEET
 AX0030'SOUTH OF THE SOUTH RAIL, 45 FEET SOUTHEAST AND ACROSS THE RAILROAD
 AX0030'FROM THE MILE POLE, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 AX0030
 AX0030                          STATION RECOVERY (1976)
 AX0030
 AX0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0030'RECOVERED IN GOOD CONDITION.
 AX0030
 AX0030                          STATION RECOVERY (1976)
 AX0030
 AX0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0030'RECOVERED IN GOOD CONDITION.
 AX0030
 AX0030                          STATION RECOVERY (1978)
 AX0030
 AX0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0030'RECOVERED IN GOOD CONDITION.
 AX0030
 AX0030                          STATION RECOVERY (1986)
 AX0030
 AX0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0030'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0030'ADD--ALSO 10.8 KM (6.7 MI) WEST OF SEALY.
 AX0030
 AX0030                          STATION RECOVERY (1999)
 AX0030
 AX0030'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0258 ***********************************************************************
 AW0258  DESIGNATION -  Q 768 RESET
 AW0258  PID         -  AW0258
 AW0258  STATE/COUNTY-  TX/HARRIS
 AW0258  USGS QUAD   -  KATY (1980)
 AW0258
 AW0258                         *CURRENT SURVEY CONTROL
 AW0258  ___________________________________________________________________
 AW0258* NAD 83(1986)-  29 47 10.     (N)    095 48 08.     (W)     SCALED    
 AW0258* NAVD 88     -        41.398  (meters)     135.82   (feet)  ADJUSTED  
 AW0258  ___________________________________________________________________
 AW0258  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW0258  DYNAMIC HT  -          41.342 (meters)     135.64  (feet)  COMP
 AW0258  MODELED GRAV-     979,275.2   (mgal)                       NAVD 88
 AW0258  OBS GRAVITY -     979,276.7   (mgal)                       GRAV_OBS
 AW0258
 AW0258  VERT ORDER  -  FIRST     CLASS I
 AW0258
 AW0258.The horizontal coordinates were scaled from a topographic map and have
 AW0258.an estimated accuracy of +/- 6 seconds.
 AW0258
 AW0258.The orthometric height was determined by differential leveling
 AW0258.and adjusted by the National Geodetic Survey in June 1991..
 AW0258
 AW0258.The geoid height was determined by GEOID03.
 AW0258
 AW0258.The dynamic height is computed by dividing the NAVD 88
 AW0258.geopotential number by the normal gravity value computed on the
 AW0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0258.degrees latitude (g = 980.6199 gals.).
 AW0258
 AW0258.The modeled gravity was interpolated from observed gravity values.
 AW0258.The observed gravity was obtained from relative gravimeter ties
 AW0258.to the IGSN71 gravity network.
 AW0258
 AW0258;                    North         East    Units  Estimated Accuracy
 AW0258;SPC TXSC     - 4,220,650.      909,130.      MT  (+/- 180 meters Scaled)
 AW0258
 AW0258                          SUPERSEDED SURVEY CONTROL
 AW0258
 AW0258  NGVD 29 (12/23/87)   41.386  (m)          135.78   (f) ADJUSTED    1 1
 AW0258
 AW0258.Superseded values are not recommended for survey control.
 AW0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0258.See file dsdata.txt to determine how the superseded data were derived.
 AW0258
 AW0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN290983(NAD 83)
 AW0258_MARKER: DB = BENCH MARK DISK
 AW0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0258_SP_SET: CONCRETE POST
 AW0258_STAMPING: Q 768 RESET 1964
 AW0258_MARK LOGO: CGS   
 AW0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0258+STABILITY: SURFACE MOTION
 AW0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0258+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW0258
 AW0258  HISTORY     - Date     Condition        Report By
 AW0258  HISTORY     - 1964     MONUMENTED       CGS
 AW0258  HISTORY     - 1973     GOOD             NGS
 AW0258  HISTORY     - 1976     GOOD             NGS
 AW0258  HISTORY     - 1976     GOOD             NGS
 AW0258  HISTORY     - 1978     GOOD             NGS
 AW0258  HISTORY     - 1986     GOOD             NGS
 AW0258  HISTORY     - 1987     GOOD             USPSQD
 AW0258  HISTORY     - 1990     GOOD             USPSQD
 AW0258  HISTORY     - 19940625 GOOD             USPSQD
 AW0258  HISTORY     - 20030928 GOOD             GEOCAC
 AW0258  HISTORY     - 20041014 GOOD             USPSQD
 AW0258
 AW0258                          STATION DESCRIPTION
 AW0258
 AW0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0258'1.1 MI E FROM KATY.
 AW0258'ABOUT 1.1 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0258'STATION AT KATY, ABOUT 84 FEET NORTH OF THE NORTH RAIL, 20 FEET
 AW0258'SOUTHEAST OF THE SOUTHEAST CORNER OF A TIN BUILDING, 8.6 FEET EAST OF
 AW0258'A CHAIN LINK FENCE ON THE SOUTH SIDE OF THE TIN BUILDING, 82 FEET WEST
 AW0258'OF THE CENTER LINE OF FT. BEND RD., 5.5 FEET NORTH OF THE NORTH EDGE
 AW0258'OF A DRAINAGE DITCH, SET IN LINE WITH A ROW OF TELEPHONE POLES, 7.3
 AW0258'FEET WEST OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST,
 AW0258'AND IS A DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0258
 AW0258                          STATION RECOVERY (1976)
 AW0258
 AW0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0258'RECOVERED IN GOOD CONDITION.
 AW0258
 AW0258                          STATION RECOVERY (1976)
 AW0258
 AW0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0258'RECOVERED IN GOOD CONDITION.
 AW0258
 AW0258                          STATION RECOVERY (1978)
 AW0258
 AW0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0258'RECOVERED IN GOOD CONDITION.
 AW0258
 AW0258                          STATION RECOVERY (1986)
 AW0258
 AW0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0258'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.8 KM (1.1
 AW0258'MI) EAST ALONG THE MISSOURI KANSAS TEXAS RAILROAD FROM ITS JUNCTION
 AW0258'WITH AVENUE A IN KATY.  ADD--25.0 M (82.0 FT) WEST OF THE CENTERLINE
 AW0258'OF FT.  BEND-KATY ROAD.
 AW0258
 AW0258                          STATION RECOVERY (1987)
 AW0258
 AW0258'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0258'RECOVERED IN GOOD CONDITION.
 AW0258
 AW0258                          STATION RECOVERY (1990)
 AW0258
 AW0258'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0258'RECOVERED IN GOOD CONDITION.
 AW0258
 AW0258                          STATION RECOVERY (1994)
 AW0258
 AW0258'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0258'RECOVERED IN GOOD CONDITION.
 AW0258
 AW0258                          STATION RECOVERY (2003)
 AW0258
 AW0258'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AW0258'ADD TO DESCRIPTION-MARK IS NOW LOCATED BETWEEN THE RAILS OF THE
 AW0258'SOUTHERNMOST TRACK OF FOUR PARALLEL PARKING SPURS NORTH OF THE MAIN
 AW0258'TRACKS.  DISK IS APPROX 2 FEET BELOW THE RAILS INSIDE AN 8 INCH PVC
 AW0258'PIPE COVERED WITH A ROUND METAL PLATE.  ADDITIONAL MEASUREMENTS ARE
 AW0258'19.5 FEET W OF E END OF RAILS, 1.7 FEET N OF S RAIL.
 AW0258
 AW0258                          STATION RECOVERY (2004)
 AW0258
 AW0258'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2152 ***********************************************************************
 AW2152  DESIGNATION -  Q 769
 AW2152  PID         -  AW2152
 AW2152  STATE/COUNTY-  TX/FORT BEND
 AW2152  USGS QUAD   -  RICHMOND NE (1980)
 AW2152
 AW2152                         *CURRENT SURVEY CONTROL
 AW2152  ___________________________________________________________________
 AW2152* NAD 83(1986)-  29 42 04.     (N)    095 45 57.     (W)     SCALED    
 AW2152* NAVD 88     -        32.169  (meters)     105.54   (feet)  ADJUSTED  
 AW2152  ___________________________________________________________________
 AW2152  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2152  DYNAMIC HT  -          32.125 (meters)     105.40  (feet)  COMP
 AW2152  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 AW2152
 AW2152  VERT ORDER  -  FIRST     CLASS II
 AW2152
 AW2152.The horizontal coordinates were scaled from a topographic map and have
 AW2152.an estimated accuracy of +/- 6 seconds.
 AW2152
 AW2152.The orthometric height was determined by differential leveling
 AW2152.and adjusted by the National Geodetic Survey in June 1991..
 AW2152
 AW2152.The geoid height was determined by GEOID03.
 AW2152
 AW2152.The dynamic height is computed by dividing the NAVD 88
 AW2152.geopotential number by the normal gravity value computed on the
 AW2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2152.degrees latitude (g = 980.6199 gals.).
 AW2152
 AW2152.The modeled gravity was interpolated from observed gravity values.
 AW2152
 AW2152;                    North         East    Units  Estimated Accuracy
 AW2152;SPC TXSC     - 4,211,330.      912,910.      MT  (+/- 180 meters Scaled)
 AW2152
 AW2152                          SUPERSEDED SURVEY CONTROL
 AW2152
 AW2152  NGVD 29 (12/23/87)   32.162  (m)          105.52   (f) ADJUSTED    1 2
 AW2152
 AW2152.Superseded values are not recommended for survey control.
 AW2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2152.See file dsdata.txt to determine how the superseded data were derived.
 AW2152
 AW2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN323888(NAD 83)
 AW2152_MARKER: DB = BENCH MARK DISK
 AW2152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2152_SP_SET: CULVERT HEADWALL
 AW2152_STAMPING: Q 769 1943
 AW2152_MARK LOGO: CGS   
 AW2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2152+STABILITY: SURFACE MOTION
 AW2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2152+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AW2152
 AW2152  HISTORY     - Date     Condition        Report By
 AW2152  HISTORY     - 1943     MONUMENTED       CGS
 AW2152  HISTORY     - 1978     GOOD             NGS
 AW2152  HISTORY     - 1986     GOOD             NGS
 AW2152  HISTORY     - 1987     GOOD             USPSQD
 AW2152  HISTORY     - 19901208 GOOD             USPSQD
 AW2152  HISTORY     - 19931204 GOOD             USPSQD
 AW2152  HISTORY     - 20030423 GOOD             LJA
 AW2152  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2152
 AW2152                          STATION DESCRIPTION
 AW2152
 AW2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW2152'4.75 MI W FROM CLODINE.
 AW2152'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2152'STATION AT CLODINE-- PROCEED 4.75 MILES WESTERLY ALONG THE RAILROAD TO
 AW2152'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.45 MILE WEST OF MILEPOST
 AW2152'25, AND 17.0 FEET SOUTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF
 AW2152'ROAD.  IT IS SET HORIZONTALLY IN THE EAST END OF THE SOUTH HEADWALL OF
 AW2152'A LARGE CONCRETE ROAD CULVERT, NEAR RAILROAD TRESTLE NO. 25.43. A
 AW2152'STANDARD DISK, STAMPED Q 769 1943.
 AW2152
 AW2152                          STATION RECOVERY (1978)
 AW2152
 AW2152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2152'ABOUT 0.2 MILE WEST ALONG ALIEF ROAD, FROM THE JUNCTION OF FARM ROAD
 AW2152'1464 IN CLODINE, AND THENCE 4.6 MILES WEST ALONG FARM ROAD 1093.
 AW2152
 AW2152                          STATION RECOVERY (1986)
 AW2152
 AW2152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2152'RECOVERED IN GOOD CONDITION.
 AW2152
 AW2152                          STATION RECOVERY (1987)
 AW2152
 AW2152'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW2152'RECOVERED IN GOOD CONDITION.
 AW2152
 AW2152                          STATION RECOVERY (1990)
 AW2152
 AW2152'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2152'RECOVERED IN GOOD CONDITION.
 AW2152
 AW2152                          STATION RECOVERY (1993)
 AW2152
 AW2152'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2152'RECOVERED IN GOOD CONDITION.
 AW2152
 AW2152                          STATION RECOVERY (2003)
 AW2152
 AW2152'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW2152'DESCRIPTION IS ADEQUATE, MONUMENT IS IN GOOD SHAPE.
 AW2152
 AW2152                          STATION RECOVERY (2004)
 AW2152
 AW2152'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0395 ***********************************************************************
 BN0395  DESIGNATION -  Q 77
 BN0395  PID         -  BN0395
 BN0395  STATE/COUNTY-  TX/KIMBLE
 BN0395  USGS QUAD   -  JUNCTION (1974)
 BN0395
 BN0395                         *CURRENT SURVEY CONTROL
 BN0395  ___________________________________________________________________
 BN0395* NAD 83(1986)-  30 29 47.     (N)    099 46 42.     (W)     SCALED    
 BN0395* NAVD 88     -       529.481  (meters)    1737.14   (feet)  POSTED    
 BN0395  ___________________________________________________________________
 BN0395  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BN0395  DYNAMIC HT  -         528.730 (meters)    1734.67  (feet)  COMP
 BN0395  MODELED GRAV-     979,213.2   (mgal)                       NAVD 88
 BN0395
 BN0395  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0395
 BN0395.The horizontal coordinates were scaled from a topographic map and have
 BN0395.an estimated accuracy of +/- 6 seconds.
 BN0395
 BN0395.The orthometric height was determined by differential leveling
 BN0395.and adjusted by the National Geodetic Survey in 1992..
 BN0395.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0395.rate of 1.1 thru 2.0 mm/km.
 BN0395
 BN0395.The geoid height was determined by GEOID03.
 BN0395
 BN0395.The dynamic height is computed by dividing the NAVD 88
 BN0395.geopotential number by the normal gravity value computed on the
 BN0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0395.degrees latitude (g = 980.6199 gals.).
 BN0395
 BN0395.The modeled gravity was interpolated from observed gravity values.
 BN0395
 BN0395;                    North         East    Units  Estimated Accuracy
 BN0395;SPC TX C     - 3,092,110.      753,280.      MT  (+/- 180 meters Scaled)
 BN0395
 BN0395                          SUPERSEDED SURVEY CONTROL
 BN0395
 BN0395  NGVD 29 (??/??/92)  529.457  (m)         1737.06   (f) ADJ UNCH    1 2
 BN0395
 BN0395.Superseded values are not recommended for survey control.
 BN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0395.See file dsdata.txt to determine how the superseded data were derived.
 BN0395
 BN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU253740(NAD 83)
 BN0395_MARKER: DB = BENCH MARK DISK
 BN0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0395_STAMPING: 1737.060 Q 77 1931
 BN0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0395+STABILITY: SURFACE MOTION
 BN0395
 BN0395  HISTORY     - Date     Condition        Report By
 BN0395  HISTORY     - 1931     MONUMENTED       CGS
 BN0395  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0395  HISTORY     - 1981     MARK NOT FOUND   NGS
 BN0395  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0395  HISTORY     - 19950805 MARK NOT FOUND   USPSQD
 BN0395
 BN0395                          STATION DESCRIPTION
 BN0395
 BN0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0395'IN JUNCTION.
 BN0395'AT JUNCTION, KIMBLE COUNTY, ON U.S. HIGHWAY 290, AT THE NORTHWEST CITY
 BN0395'LIMITS, AT THE NORTHWEST CORNER OF THE TEXAS HIGHWAY DEPARTMENT
 BN0395'PROPERTY, 50 FEET WEST OF U.S. HIGHWAY 290, AND NEAR THE SIDEWALK.  A
 BN0395'STANDARD DISK, STAMPED 1737.060 Q 77 1931 AND SET IN THE TOP OF A
 BN0395'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 BN0395
 BN0395                          STATION RECOVERY (1974)
 BN0395
 BN0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BN0395'MARK NOT FOUND.
 BN0395
 BN0395                          STATION RECOVERY (1981)
 BN0395
 BN0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0395'MARK NOT FOUND.
 BN0395
 BN0395                          STATION RECOVERY (1991)
 BN0395
 BN0395'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0395'MARK NOT FOUND.
 BN0395
 BN0395                          STATION RECOVERY (1995)
 BN0395
 BN0395'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0836 ***********************************************************************
 AE0836  DESIGNATION -  Q 770
 AE0836  PID         -  AE0836
 AE0836  STATE/COUNTY-  TX/STARR
 AE0836  USGS QUAD   -  LA GLORIA (1993)
 AE0836
 AE0836                         *CURRENT SURVEY CONTROL
 AE0836  ___________________________________________________________________
 AE0836* NAD 83(1986)-  26 42 54.     (N)    098 32 08.     (W)     SCALED    
 AE0836* NAVD 88     -       103.392  (meters)     339.21   (feet)  ADJUSTED  
 AE0836  ___________________________________________________________________
 AE0836  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AE0836  DYNAMIC HT  -         103.223 (meters)     338.66  (feet)  COMP
 AE0836  MODELED GRAV-     979,009.3   (mgal)                       NAVD 88
 AE0836
 AE0836  VERT ORDER  -  SECOND    CLASS 0
 AE0836
 AE0836.The horizontal coordinates were scaled from a topographic map and have
 AE0836.an estimated accuracy of +/- 6 seconds.
 AE0836
 AE0836.The orthometric height was determined by differential leveling
 AE0836.and adjusted by the National Geodetic Survey in June 1991..
 AE0836
 AE0836.The geoid height was determined by GEOID03.
 AE0836
 AE0836.The dynamic height is computed by dividing the NAVD 88
 AE0836.geopotential number by the normal gravity value computed on the
 AE0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0836.degrees latitude (g = 980.6199 gals.).
 AE0836
 AE0836.The modeled gravity was interpolated from observed gravity values.
 AE0836
 AE0836;                    North         East    Units  Estimated Accuracy
 AE0836;SPC TX S     - 5,116,150.      296,460.      MT  (+/- 180 meters Scaled)
 AE0836
 AE0836                          SUPERSEDED SURVEY CONTROL
 AE0836
 AE0836  NGVD 29 (??/??/92)  103.455  (m)          339.42   (f) ADJ UNCH    2 0
 AE0836
 AE0836.Superseded values are not recommended for survey control.
 AE0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0836.See file dsdata.txt to determine how the superseded data were derived.
 AE0836
 AE0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ461549(NAD 83)
 AE0836_MARKER: DB = BENCH MARK DISK
 AE0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0836_STAMPING: Q 770 1942
 AE0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0836+STABILITY: SURFACE MOTION
 AE0836
 AE0836  HISTORY     - Date     Condition        Report By
 AE0836  HISTORY     - 1942     MONUMENTED       CGS
 AE0836
 AE0836                          STATION DESCRIPTION
 AE0836
 AE0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0836'0.7 MI W FROM LA GLORIA.
 AE0836'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 0.7 MILE
 AE0836'WESTERLY ALONG A COUNTY GRADED ROAD TO THE TOP OF A SMALL HILL AND
 AE0836'SITE OF BENCH MARK.  BENCH MARK IS AT THE TOP OF A SMALL HILL.  IT IS
 AE0836'40.6 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0836'THE ROAD, 20.0 FEET NORTHEAST OF A TRIANGULAR BLAZE ON A DOUBLE TRUNK
 AE0836'1.5 FOOT MESQUITE TREE, 1.4 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 AE0836'FENCE.  MONUMENT IS 2.2 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0836'POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0837 ***********************************************************************
 AE0837  DESIGNATION -  Q 770 RESET 1950
 AE0837  PID         -  AE0837
 AE0837  STATE/COUNTY-  TX/STARR
 AE0837  USGS QUAD   -  LA GLORIA (1993)
 AE0837
 AE0837                         *CURRENT SURVEY CONTROL
 AE0837  ___________________________________________________________________
 AE0837* NAD 83(1986)-  26 42 54.     (N)    098 32 08.     (W)     SCALED    
 AE0837* NAVD 88     -       103.39   (meters)     339.2    (feet)  RESET     
 AE0837  ___________________________________________________________________
 AE0837  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AE0837
 AE0837  VERT ORDER  -  THIRD
 AE0837
 AE0837.The horizontal coordinates were scaled from a topographic map and have
 AE0837.an estimated accuracy of +/- 6 seconds.
 AE0837
 AE0837.The orthometric height was computed from unverified reset data.
 AE0837
 AE0837.The geoid height was determined by GEOID03.
 AE0837
 AE0837;                    North         East    Units  Estimated Accuracy
 AE0837;SPC TX S     - 5,116,150.      296,460.      MT  (+/- 180 meters Scaled)
 AE0837
 AE0837                          SUPERSEDED SURVEY CONTROL
 AE0837
 AE0837.No superseded survey control is available for this station.
 AE0837
 AE0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ461549(NAD 83)
 AE0837_MARKER: DB = BENCH MARK DISK
 AE0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0837_STAMPING: Q 770 RESET 1950
 AE0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0837+STABILITY: SURFACE MOTION
 AE0837
 AE0837  HISTORY     - Date     Condition        Report By
 AE0837  HISTORY     - 1950     MONUMENTED       TXHD
 AE0837
 AE0837                          STATION DESCRIPTION
 AE0837
 AE0837'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AE0837'1 MI W FROM LA GLORIA.
 AE0837'TO REACH FROM PROGRESO GIN AT LA GLORIA, PROCEED 0.62 MILE WEST ALONG
 AE0837'HIGHWAY NO. F.M. 1017 TO THE TOP OF A SMALL HILL AND SITE OF B.M.--
 AE0837'BENCH MARK IS 42 FEET SOUTH AND ABOUT THE SAME ELEVATION AS THE
 AE0837'CENTERLINE OF THE PAVEMENT, 4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 AE0837'FENCE.  MONUMENT IS 2.5 FEET WEST OF A 4X4 IN. WHITE WOODEN WITNESS
 AE0837'POST AND PROJECTS 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0793 ***********************************************************************
 AE0793  DESIGNATION -  Q 771
 AE0793  PID         -  AE0793
 AE0793  STATE/COUNTY-  TX/JIM HOGG
 AE0793  USGS QUAD   -  LAS ESCOBAS RANCH (1993)
 AE0793
 AE0793                         *CURRENT SURVEY CONTROL
 AE0793  ___________________________________________________________________
 AE0793* NAD 83(1986)-  26 41 21.     (N)    098 57 59.     (W)     SCALED    
 AE0793* NAVD 88     -       124.605  (meters)     408.81   (feet)  ADJUSTED  
 AE0793  ___________________________________________________________________
 AE0793  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AE0793  DYNAMIC HT  -         124.402 (meters)     408.14  (feet)  COMP
 AE0793  MODELED GRAV-     979,017.6   (mgal)                       NAVD 88
 AE0793
 AE0793  VERT ORDER  -  SECOND    CLASS 0
 AE0793
 AE0793.The horizontal coordinates were scaled from a topographic map and have
 AE0793.an estimated accuracy of +/- 6 seconds.
 AE0793
 AE0793.The orthometric height was determined by differential leveling
 AE0793.and adjusted by the National Geodetic Survey in June 1991..
 AE0793
 AE0793.The geoid height was determined by GEOID03.
 AE0793
 AE0793.The dynamic height is computed by dividing the NAVD 88
 AE0793.geopotential number by the normal gravity value computed on the
 AE0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0793.degrees latitude (g = 980.6199 gals.).
 AE0793
 AE0793.The modeled gravity was interpolated from observed gravity values.
 AE0793
 AE0793;                    North         East    Units  Estimated Accuracy
 AE0793;SPC TX S     - 5,113,370.      253,590.      MT  (+/- 180 meters Scaled)
 AE0793
 AE0793                          SUPERSEDED SURVEY CONTROL
 AE0793
 AE0793  NGVD 29 (??/??/92)  124.658  (m)          408.98   (f) ADJ UNCH    2 0
 AE0793
 AE0793.Superseded values are not recommended for survey control.
 AE0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0793.See file dsdata.txt to determine how the superseded data were derived.
 AE0793
 AE0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ033520(NAD 83)
 AE0793_MARKER: DB = BENCH MARK DISK
 AE0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0793_STAMPING: Q 771 1942
 AE0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0793+STABILITY: SURFACE MOTION
 AE0793
 AE0793  HISTORY     - Date     Condition        Report By
 AE0793  HISTORY     - 1942     MONUMENTED       CGS
 AE0793
 AE0793                          STATION DESCRIPTION
 AE0793
 AE0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0793'15.6 MI SW FROM GUERRA.
 AE0793'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0793'GUERRA) PROCEED 10.9 MILES SOUTHWEST ALONG DIRT ROAD TO THE JUNCTION
 AE0793'OF A COUNTY GRAVEL ROAD, THENCE CONTINUE 2.1 MILES SOUTH ALONG GRAVEL
 AE0793'ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING WESTERLY, AND SITE OF
 AE0793'BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF A CATTLE GUARD. IT
 AE0793'IS 23.0 FEET SOUTHWEST OF THE CENTERLINE OF INTERSECTION, 20.0 FEET
 AE0793'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.
 AE0793'IT IS 12.0 FEET SOUTH OF THE CENTERLINE OF DIRT ROAD, 12.0 FEET
 AE0793'SOUTHWEST OF A FENCE CORNER, 3.0 FEET WEST OF THE RIGHT OF WAY FENCE.
 AE0793'MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AE0793'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1208 ***********************************************************************
 AE1208  DESIGNATION -  Q 772
 AE1208  PID         -  AE1208
 AE1208  STATE/COUNTY-  TX/STARR
 AE1208  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1208
 AE1208                         *CURRENT SURVEY CONTROL
 AE1208  ___________________________________________________________________
 AE1208* NAD 83(1986)-  26 26 26.     (N)    099 01 33.     (W)     SCALED    
 AE1208* NAVD 88     -        98.240  (meters)     322.31   (feet)  ADJUSTED  
 AE1208  ___________________________________________________________________
 AE1208  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AE1208  DYNAMIC HT  -          98.078 (meters)     321.78  (feet)  COMP
 AE1208  MODELED GRAV-     979,002.7   (mgal)                       NAVD 88
 AE1208
 AE1208  VERT ORDER  -  FIRST     CLASS II
 AE1208
 AE1208.The horizontal coordinates were scaled from a topographic map and have
 AE1208.an estimated accuracy of +/- 6 seconds.
 AE1208
 AE1208.The orthometric height was determined by differential leveling
 AE1208.and adjusted by the National Geodetic Survey in June 1991..
 AE1208
 AE1208.The geoid height was determined by GEOID03.
 AE1208
 AE1208.The dynamic height is computed by dividing the NAVD 88
 AE1208.geopotential number by the normal gravity value computed on the
 AE1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1208.degrees latitude (g = 980.6199 gals.).
 AE1208
 AE1208.The modeled gravity was interpolated from observed gravity values.
 AE1208
 AE1208;                    North         East    Units  Estimated Accuracy
 AE1208;SPC TX S     - 5,085,850.      247,560.      MT  (+/- 180 meters Scaled)
 AE1208
 AE1208                          SUPERSEDED SURVEY CONTROL
 AE1208
 AE1208  NGVD 29 (??/??/92)   98.277  (m)          322.43   (f) ADJ UNCH    1 2
 AE1208
 AE1208.Superseded values are not recommended for survey control.
 AE1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1208.See file dsdata.txt to determine how the superseded data were derived.
 AE1208
 AE1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ974244(NAD 83)
 AE1208_MARKER: DB = BENCH MARK DISK
 AE1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1208_SP_SET: CULVERT
 AE1208_STAMPING: Q 772 1942
 AE1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1208
 AE1208  HISTORY     - Date     Condition        Report By
 AE1208  HISTORY     - 1942     MONUMENTED       CGS
 AE1208  HISTORY     - 1956     GOOD             NGS
 AE1208  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1208  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1208
 AE1208                          STATION DESCRIPTION
 AE1208
 AE1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1208'2.4 MI N FROM ROMA.
 AE1208'2.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE1208'ROMA, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 AE1208'OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 AE1208
 AE1208                          STATION RECOVERY (1965)
 AE1208
 AE1208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1208'MARK NOT FOUND.
 AE1208
 AE1208                          STATION RECOVERY (1981)
 AE1208
 AE1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1208'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0899 ***********************************************************************
 AE0899  DESIGNATION -  Q 773
 AE0899  PID         -  AE0899
 AE0899  STATE/COUNTY-  TX/JIM HOGG
 AE0899  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0899
 AE0899                         *CURRENT SURVEY CONTROL
 AE0899  ___________________________________________________________________
 AE0899* NAD 83(1986)-  26 50 07.     (N)    098 37 16.     (W)     SCALED    
 AE0899* NAVD 88     -       147.154  (meters)     482.79   (feet)  ADJUSTED  
 AE0899  ___________________________________________________________________
 AE0899  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AE0899  DYNAMIC HT  -         146.913 (meters)     482.00  (feet)  COMP
 AE0899  MODELED GRAV-     979,011.6   (mgal)                       NAVD 88
 AE0899
 AE0899  VERT ORDER  -  SECOND    CLASS 0
 AE0899
 AE0899.The horizontal coordinates were scaled from a topographic map and have
 AE0899.an estimated accuracy of +/- 6 seconds.
 AE0899
 AE0899.The orthometric height was determined by differential leveling
 AE0899.and adjusted by the National Geodetic Survey in June 1991..
 AE0899
 AE0899.The geoid height was determined by GEOID03.
 AE0899
 AE0899.The dynamic height is computed by dividing the NAVD 88
 AE0899.geopotential number by the normal gravity value computed on the
 AE0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0899.degrees latitude (g = 980.6199 gals.).
 AE0899
 AE0899.The modeled gravity was interpolated from observed gravity values.
 AE0899
 AE0899;                    North         East    Units  Estimated Accuracy
 AE0899;SPC TX S     - 5,129,480.      287,960.      MT  (+/- 180 meters Scaled)
 AE0899
 AE0899                          SUPERSEDED SURVEY CONTROL
 AE0899
 AE0899  NGVD 29 (??/??/92)  147.200  (m)          482.94   (f) ADJ UNCH    2 0
 AE0899
 AE0899.Superseded values are not recommended for survey control.
 AE0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0899.See file dsdata.txt to determine how the superseded data were derived.
 AE0899
 AE0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ376682(NAD 83)
 AE0899_MARKER: DB = BENCH MARK DISK
 AE0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0899_STAMPING: Q 773
 AE0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0899+STABILITY: SURFACE MOTION
 AE0899
 AE0899  HISTORY     - Date     Condition        Report By
 AE0899  HISTORY     - UNK      MONUMENTED       CGS
 AE0899  HISTORY     - 1942     GOOD             NGS
 AE0899
 AE0899                          STATION DESCRIPTION
 AE0899
 AE0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0899'3.0 MI N FROM RAMIRITO.
 AE0899'TO REACH FROM THE INTERSECTION OF A DIRT ROAD LEADING EAST AT
 AE0899'RAMIRITO, PROCEED 3.0 MILES NORTHERLY ALONG A GRAVEL ROAD TO SITE OF
 AE0899'BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF THE CREST OF A LONG
 AE0899'HILL.  IT IS 60.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0899'CENTERLINE OF GRAVEL ROAD, 3.0 FEET EAST OF A TELEPHONE POLE. MONUMENT
 AE0899'IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AE0899'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0977 ***********************************************************************
 AJ0977  DESIGNATION -  Q 775 RESET 1970
 AJ0977  PID         -  AJ0977
 AJ0977  STATE/COUNTY-  TX/ZAPATA
 AJ0977  USGS QUAD   -  ARROYO BURRO (1980)
 AJ0977
 AJ0977                         *CURRENT SURVEY CONTROL
 AJ0977  ___________________________________________________________________
 AJ0977* NAD 83(1986)-  27 05 06.     (N)    099 21 49.     (W)     SCALED    
 AJ0977* NAVD 88     -       134.74   (meters)     442.1    (feet)  RESET     
 AJ0977  ___________________________________________________________________
 AJ0977  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AJ0977
 AJ0977  VERT ORDER  -  THIRD
 AJ0977
 AJ0977.The horizontal coordinates were scaled from a topographic map and have
 AJ0977.an estimated accuracy of +/- 6 seconds.
 AJ0977
 AJ0977.The orthometric height was computed from unverified reset data.
 AJ0977
 AJ0977.The geoid height was determined by GEOID03.
 AJ0977
 AJ0977;                    North         East    Units  Estimated Accuracy
 AJ0977;SPC TX S     - 5,157,430.      214,360.      MT  (+/- 180 meters Scaled)
 AJ0977
 AJ0977                          SUPERSEDED SURVEY CONTROL
 AJ0977
 AJ0977.No superseded survey control is available for this station.
 AJ0977
 AJ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ639959(NAD 83)
 AJ0977_MARKER: P = PIPE CAP
 AJ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0977_STAMPING: Q 775 RESET 1970
 AJ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0977+STABILITY: SURFACE MOTION
 AJ0977
 AJ0977  HISTORY     - Date     Condition        Report By
 AJ0977  HISTORY     - 1970     MONUMENTED       TXHD
 AJ0977  HISTORY     - 1975     GOOD             USGS
 AJ0977
 AJ0977                          STATION DESCRIPTION
 AJ0977
 AJ0977'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0977'5.5 MI NE FROM SAN YGNACIO.
 AJ0977'FROM THE JUNCTION OF FARM ROAD 3169 AND U.S. HIGHWAY 83 IN SAN YGNACIO
 AJ0977'PROCEED NORTHEAST ALONG F.R. 3169 FOR 5.5 MI. TO BM IN NW ROW FENCE 60
 AJ0977'FT. NW OF CENTERLINE OF HIGHWAY, AND 731 FT. NE OF THE CENTERLINE OF
 AJ0977'THE HIGHWAY OPPOSITE A T-FENCE SOUTHEAST IN SOUTHEAST ROW FENCE. A
 AJ0977'STANDARD U.S.C. AND G.S. CAP SET IN A CONCRETE POST LEVEL WITH THE
 AJ0977'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0343 ***********************************************************************
 AB0343  DESIGNATION -  Q 776
 AB0343  PID         -  AB0343
 AB0343  STATE/COUNTY-  TX/CAMERON
 AB0343  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0343
 AB0343                         *CURRENT SURVEY CONTROL
 AB0343  ___________________________________________________________________
 AB0343* NAD 83(1986)-  26 01 47.     (N)    097 15 31.     (W)     SCALED    
 AB0343* NAVD 88     -         3.690  (meters)      12.11   (feet)  ADJUSTED  
 AB0343  ___________________________________________________________________
 AB0343  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB0343  DYNAMIC HT  -           3.684 (meters)      12.09  (feet)  COMP
 AB0343  MODELED GRAV-     979,060.4   (mgal)                       NAVD 88
 AB0343
 AB0343  VERT ORDER  -  SECOND    CLASS 0
 AB0343
 AB0343.The horizontal coordinates were scaled from a topographic map and have
 AB0343.an estimated accuracy of +/- 6 seconds.
 AB0343
 AB0343.The orthometric height was determined by differential leveling
 AB0343.and adjusted by the National Geodetic Survey in June 1991..
 AB0343
 AB0343.The geoid height was determined by GEOID03.
 AB0343
 AB0343.The dynamic height is computed by dividing the NAVD 88
 AB0343.geopotential number by the normal gravity value computed on the
 AB0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0343.degrees latitude (g = 980.6199 gals.).
 AB0343
 AB0343.The modeled gravity was interpolated from observed gravity values.
 AB0343
 AB0343;                    North         East    Units  Estimated Accuracy
 AB0343;SPC TX S     - 5,040,840.      424,260.      MT  (+/- 180 meters Scaled)
 AB0343
 AB0343                          SUPERSEDED SURVEY CONTROL
 AB0343
 AB0343  NGVD 29 (??/??/92)    3.791  (m)           12.44   (f) ADJ UNCH    2 0
 AB0343
 AB0343.Superseded values are not recommended for survey control.
 AB0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0343.See file dsdata.txt to determine how the superseded data were derived.
 AB0343
 AB0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP742801(NAD 83)
 AB0343_MARKER: DB = BENCH MARK DISK
 AB0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0343_STAMPING: Q 776 1942
 AB0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0343+STABILITY: SURFACE MOTION
 AB0343
 AB0343  HISTORY     - Date     Condition        Report By
 AB0343  HISTORY     - 1942     MONUMENTED       CGS
 AB0343  HISTORY     - 1950     GOOD             NGS
 AB0343
 AB0343                          STATION DESCRIPTION
 AB0343
 AB0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0343'7.2 MI SW FROM PORT ISABEL.
 AB0343'TO REACH FROM THE POST OFFICE AT PORT ISABEL, PROCEED WESTERLY ON
 AB0343'STATE HIGHWAY NUMBER 100, GO 2.8 MILES.  TURN SOUTHERLY (LEFT) ONTO
 AB0343'THE OLD BOCA CHICA CUTOFF ROAD AND GO 4.4 MILES TO SITE OF BENCH MARK.
 AB0343'BENCH MARK IS ON TOP OF A NARROW RIDGE, ABOUT 0.8 MILE NORTHERLY FROM
 AB0343'THE SHIP CHANNEL.  ABOUT 100 FEET NORTH OF WHERE THE ROAD LEAVES THE
 AB0343'RIDGE.  27 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AB0343'ROAD.  AND 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
 AB0343
 AB0343                          STATION RECOVERY (1950)
 AB0343
 AB0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0099 ***********************************************************************
 AB0099  DESIGNATION -  Q 777
 AB0099  PID         -  AB0099
 AB0099  STATE/COUNTY-  TX/CAMERON
 AB0099  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0099
 AB0099                         *CURRENT SURVEY CONTROL
 AB0099  ___________________________________________________________________
 AB0099* NAD 83(1986)-  25 54 18.     (N)    097 29 25.     (W)     SCALED    
 AB0099* NAVD 88     -         9.722  (meters)      31.90   (feet)  ADJUSTED  
 AB0099  ___________________________________________________________________
 AB0099  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AB0099  DYNAMIC HT  -           9.706 (meters)      31.84  (feet)  COMP
 AB0099  MODELED GRAV-     979,025.6   (mgal)                       NAVD 88
 AB0099
 AB0099  VERT ORDER  -  SECOND    CLASS 0
 AB0099
 AB0099.The horizontal coordinates were scaled from a topographic map and have
 AB0099.an estimated accuracy of +/- 6 seconds.
 AB0099
 AB0099.The orthometric height was determined by differential leveling
 AB0099.and adjusted by the National Geodetic Survey in June 1991..
 AB0099
 AB0099.The geoid height was determined by GEOID03.
 AB0099
 AB0099.The dynamic height is computed by dividing the NAVD 88
 AB0099.geopotential number by the normal gravity value computed on the
 AB0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0099.degrees latitude (g = 980.6199 gals.).
 AB0099
 AB0099.The modeled gravity was interpolated from observed gravity values.
 AB0099
 AB0099;                    North         East    Units  Estimated Accuracy
 AB0099;SPC TX S     - 5,026,810.      401,180.      MT  (+/- 180 meters Scaled)
 AB0099
 AB0099                          SUPERSEDED SURVEY CONTROL
 AB0099
 AB0099  NGVD 29 (??/??/92)    9.812  (m)           32.19   (f) ADJ UNCH    2 0
 AB0099
 AB0099.Superseded values are not recommended for survey control.
 AB0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0099.See file dsdata.txt to determine how the superseded data were derived.
 AB0099
 AB0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP512660(NAD 83)
 AB0099_MARKER: DB = BENCH MARK DISK
 AB0099_SETTING: 0 = UNSPECIFIED SETTING
 AB0099_STAMPING: Q 777 1942
 AB0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0099
 AB0099  HISTORY     - Date     Condition        Report By
 AB0099  HISTORY     - 1942     MONUMENTED       CGS
 AB0099  HISTORY     - 1950     GOOD             NGS
 AB0099
 AB0099                          STATION DESCRIPTION
 AB0099
 AB0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0099'IN BROWNSVILLE.
 AB0099'BENCH MARK IS AT THE INTERSECTION OF E 14TH STREET AND EAST TYLER
 AB0099'STREET IN BROWNSVILLE.  50 FEET S. OF THE CENTERLINE OF E 14TH STREET,
 AB0099'23 FEET E. OF THE CENTERLINE OF EAST TYLER STREET, 2.0 FEET W. OF THE
 AB0099'W. EDGE OF THE SIDEWALK, 0.8 FOOT E. OF THE E. CURB ALONG EAST TYLER
 AB0099'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0625 ***********************************************************************
 AJ0625  DESIGNATION -  Q 779
 AJ0625  PID         -  AJ0625
 AJ0625  STATE/COUNTY-  TX/WEBB
 AJ0625  USGS QUAD   -  ALBERCAS RANCH (1972)
 AJ0625
 AJ0625                         *CURRENT SURVEY CONTROL
 AJ0625  ___________________________________________________________________
 AJ0625* NAD 83(1986)-  27 21 34.     (N)    098 58 49.     (W)     SCALED    
 AJ0625* NAVD 88     -       274.861  (meters)     901.77   (feet)  POSTED    
 AJ0625  ___________________________________________________________________
 AJ0625  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AJ0625  DYNAMIC HT  -         274.420 (meters)     900.33  (feet)  COMP
 AJ0625  MODELED GRAV-     979,028.4   (mgal)                       NAVD 88
 AJ0625
 AJ0625  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0625
 AJ0625.The horizontal coordinates were scaled from a topographic map and have
 AJ0625.an estimated accuracy of +/- 6 seconds.
 AJ0625
 AJ0625.The orthometric height was determined by differential leveling
 AJ0625.and adjusted by the National Geodetic Survey in 1992..
 AJ0625.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0625.rate of 1.1 thru 2.0 mm/km.
 AJ0625
 AJ0625.The geoid height was determined by GEOID03.
 AJ0625
 AJ0625.The dynamic height is computed by dividing the NAVD 88
 AJ0625.geopotential number by the normal gravity value computed on the
 AJ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0625.degrees latitude (g = 980.6199 gals.).
 AJ0625
 AJ0625.The modeled gravity was interpolated from observed gravity values.
 AJ0625
 AJ0625;                    North         East    Units  Estimated Accuracy
 AJ0625;SPC TX S     - 5,187,640.      252,490.      MT  (+/- 180 meters Scaled)
 AJ0625
 AJ0625                          SUPERSEDED SURVEY CONTROL
 AJ0625
 AJ0625  NGVD 29 (??/??/92)  274.876  (m)          901.82   (f) ADJ UNCH    2 0
 AJ0625
 AJ0625.Superseded values are not recommended for survey control.
 AJ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0625.See file dsdata.txt to determine how the superseded data were derived.
 AJ0625
 AJ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR019262(NAD 83)
 AJ0625_MARKER: DB = BENCH MARK DISK
 AJ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0625_STAMPING: Q 779 1943
 AJ0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0625+STABILITY: SURFACE MOTION
 AJ0625
 AJ0625  HISTORY     - Date     Condition        Report By
 AJ0625  HISTORY     - 1943     MONUMENTED       CGS
 AJ0625
 AJ0625                          STATION DESCRIPTION
 AJ0625
 AJ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0625'5.6 MI S FROM MIRANDO CITY.
 AJ0625'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0625'PAVED ROAD AND GO 5.6 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ON
 AJ0625'THE NORTH SLOPE OF A SMALL HILL.  ABOUT 150 FEET NORTH OF A TRACK ROAD
 AJ0625'LEADING EASTERLY.  40 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0625'CENTERLINE OF THE PAVED ROAD.  AND 3.0 FEET SOUTH OF A 4 BY 4 INCH
 AJ0625'WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0039 ***********************************************************************
 BO0039  DESIGNATION -  Q 78
 BO0039  PID         -  BO0039
 BO0039  STATE/COUNTY-  TX/EDWARDS
 BO0039  USGS QUAD   -  RAY LAKE SE (1987)
 BO0039
 BO0039                         *CURRENT SURVEY CONTROL
 BO0039  ___________________________________________________________________
 BO0039* NAD 83(1986)-  30 00 08.     (N)    100 15 42.     (W)     SCALED    
 BO0039* NAVD 88     -       718.731  (meters)    2358.04   (feet)  ADJUSTED  
 BO0039  ___________________________________________________________________
 BO0039  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 BO0039  DYNAMIC HT  -         717.660 (meters)    2354.52  (feet)  COMP
 BO0039  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 BO0039
 BO0039  VERT ORDER  -  FIRST     CLASS II
 BO0039
 BO0039.The horizontal coordinates were scaled from a topographic map and have
 BO0039.an estimated accuracy of +/- 6 seconds.
 BO0039
 BO0039.The orthometric height was determined by differential leveling
 BO0039.and adjusted by the National Geodetic Survey in June 1991..
 BO0039
 BO0039.The geoid height was determined by GEOID03.
 BO0039
 BO0039.The dynamic height is computed by dividing the NAVD 88
 BO0039.geopotential number by the normal gravity value computed on the
 BO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0039.degrees latitude (g = 980.6199 gals.).
 BO0039
 BO0039.The modeled gravity was interpolated from observed gravity values.
 BO0039
 BO0039;                    North         East    Units  Estimated Accuracy
 BO0039;SPC TXSC     - 4,241,030.      478,280.      MT  (+/- 180 meters Scaled)
 BO0039
 BO0039                          SUPERSEDED SURVEY CONTROL
 BO0039
 BO0039  NGVD 29 (??/??/92)  718.663  (m)         2357.81   (f) ADJ UNCH    1 2
 BO0039
 BO0039.Superseded values are not recommended for survey control.
 BO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0039.See file dsdata.txt to determine how the superseded data were derived.
 BO0039
 BO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU783197(NAD 83)
 BO0039_MARKER: DB = BENCH MARK DISK
 BO0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0039_STAMPING: 2357.814 Q 78 1931
 BO0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0039+STABILITY: SURFACE MOTION
 BO0039
 BO0039  HISTORY     - Date     Condition        Report By
 BO0039  HISTORY     - 1931     MONUMENTED       CGS
 BO0039  HISTORY     - 1971     GOOD             USGS
 BO0039  HISTORY     - 1981     MARK NOT FOUND   NGS
 BO0039
 BO0039                          STATION DESCRIPTION
 BO0039
 BO0039'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0039'3.3 MI SW FROM ROCK SPRINGS.
 BO0039'3.3 MILES S.W. ALONG HIWAY 377 FROM ROCKSPRINGS COURTHOUSE.  287 FT.
 BO0039'W. FROM INTERSECTION OF HIWAYS 377 AND 674. 43 FT, S. OF CTR HIWAY
 BO0039'377. SET IN CONCRETE POST, STANDARD DISK STAMPED 2357.814 Q 78 1931.
 BO0039
 BO0039                          STATION RECOVERY (1981)
 BO0039
 BO0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0685 ***********************************************************************
 AJ0685  DESIGNATION -  Q 780
 AJ0685  PID         -  AJ0685
 AJ0685  STATE/COUNTY-  TX/JIM HOGG
 AJ0685  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0685
 AJ0685                         *CURRENT SURVEY CONTROL
 AJ0685  ___________________________________________________________________
 AJ0685* NAD 83(1986)-  27 13 22.     (N)    098 52 46.     (W)     SCALED    
 AJ0685* NAVD 88     -       250.708  (meters)     822.53   (feet)  POSTED    
 AJ0685  ___________________________________________________________________
 AJ0685  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AJ0685  DYNAMIC HT  -         250.300 (meters)     821.19  (feet)  COMP
 AJ0685  MODELED GRAV-     979,023.8   (mgal)                       NAVD 88
 AJ0685
 AJ0685  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0685
 AJ0685.The horizontal coordinates were scaled from a topographic map and have
 AJ0685.an estimated accuracy of +/- 6 seconds.
 AJ0685
 AJ0685.The orthometric height was determined by differential leveling
 AJ0685.and adjusted by the National Geodetic Survey in 1992..
 AJ0685.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0685.rate of 0.0 thru 1.0 mm/km.
 AJ0685
 AJ0685.The geoid height was determined by GEOID03.
 AJ0685
 AJ0685.The dynamic height is computed by dividing the NAVD 88
 AJ0685.geopotential number by the normal gravity value computed on the
 AJ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0685.degrees latitude (g = 980.6199 gals.).
 AJ0685
 AJ0685.The modeled gravity was interpolated from observed gravity values.
 AJ0685
 AJ0685;                    North         East    Units  Estimated Accuracy
 AJ0685;SPC TX S     - 5,172,460.      262,420.      MT  (+/- 180 meters Scaled)
 AJ0685
 AJ0685                          SUPERSEDED SURVEY CONTROL
 AJ0685
 AJ0685  NGVD 29 (??/??/92)  250.730  (m)          822.60   (f) ADJ UNCH    2 0
 AJ0685
 AJ0685.Superseded values are not recommended for survey control.
 AJ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0685.See file dsdata.txt to determine how the superseded data were derived.
 AJ0685
 AJ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR119111(NAD 83)
 AJ0685_MARKER: DB = BENCH MARK DISK
 AJ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0685_STAMPING: Q 780 1943
 AJ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0685+STABILITY: SURFACE MOTION
 AJ0685
 AJ0685  HISTORY     - Date     Condition        Report By
 AJ0685  HISTORY     - 1943     MONUMENTED       CGS
 AJ0685  HISTORY     - 1973     GOOD             USGS
 AJ0685
 AJ0685                          STATION DESCRIPTION
 AJ0685
 AJ0685'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AJ0685'16.1 MI SW FROM HEBBRONVILLE.
 AJ0685'1.6 MILES SOUTHWEST ALONG THE ZAPATA ROAD (STATE HWY NO. 16) FROM THE
 AJ0685'JUNCTION OF STATE NO. 285 AT HEBBRONVILLE, THEN WEST ALONG RANCH ROAD
 AJ0685'3073 SOME 14 MILES TO A FIELD ROAD SOUTH.  GO SOUTH ALONG FIELD ROAD,
 AJ0685'AT 0.6 MILE PASS EAST OF A PRIVATE LANDING STRIP AND CONTINUE ON FIELD
 AJ0685'ROAD 0.3 MILE TO A GATE AND THE OLD THOMPSONVILLE ROAD, TURN RIGHT ON
 AJ0685'THE OLD ROAD AND GO SOUTHWEST 0.5 MILE.  B.M. IS 250 FEET EAST OF A
 AJ0685'SMALL CURVE, 33 FEET SOUTH OF OLD ROAD, 1.5 FEET HIGHER THAN ROAD ON A
 AJ0685'CLEAR, GRASSY RISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0547 ***********************************************************************
 AJ0547  DESIGNATION -  Q 781
 AJ0547  PID         -  AJ0547
 AJ0547  STATE/COUNTY-  TX/JIM HOGG
 AJ0547  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0547
 AJ0547                         *CURRENT SURVEY CONTROL
 AJ0547  ___________________________________________________________________
 AJ0547* NAD 83(1986)-  27 01 08.     (N)    098 36 09.     (W)     SCALED    
 AJ0547* NAVD 88     -       133.558  (meters)     438.18   (feet)  ADJUSTED  
 AJ0547  ___________________________________________________________________
 AJ0547  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AJ0547  DYNAMIC HT  -         133.342 (meters)     437.47  (feet)  COMP
 AJ0547  MODELED GRAV-     979,027.0   (mgal)                       NAVD 88
 AJ0547
 AJ0547  VERT ORDER  -  SECOND    CLASS 0
 AJ0547
 AJ0547.The horizontal coordinates were scaled from a topographic map and have
 AJ0547.an estimated accuracy of +/- 6 seconds.
 AJ0547
 AJ0547.The orthometric height was determined by differential leveling
 AJ0547.and adjusted by the National Geodetic Survey in June 1991..
 AJ0547
 AJ0547.The geoid height was determined by GEOID03.
 AJ0547
 AJ0547.The dynamic height is computed by dividing the NAVD 88
 AJ0547.geopotential number by the normal gravity value computed on the
 AJ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0547.degrees latitude (g = 980.6199 gals.).
 AJ0547
 AJ0547.The modeled gravity was interpolated from observed gravity values.
 AJ0547
 AJ0547;                    North         East    Units  Estimated Accuracy
 AJ0547;SPC TX S     - 5,149,820.      289,830.      MT  (+/- 180 meters Scaled)
 AJ0547
 AJ0547                          SUPERSEDED SURVEY CONTROL
 AJ0547
 AJ0547  NGVD 29 (??/??/92)  133.595  (m)          438.30   (f) ADJ UNCH    2 0
 AJ0547
 AJ0547.Superseded values are not recommended for survey control.
 AJ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0547.See file dsdata.txt to determine how the superseded data were derived.
 AJ0547
 AJ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ394885(NAD 83)
 AJ0547_MARKER: DB = BENCH MARK DISK
 AJ0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0547_STAMPING: Q 781 1943
 AJ0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0547+STABILITY: SURFACE MOTION
 AJ0547
 AJ0547  HISTORY     - Date     Condition        Report By
 AJ0547  HISTORY     - 1943     MONUMENTED       CGS
 AJ0547  HISTORY     - 1972     GOOD             USGS
 AJ0547
 AJ0547                          STATION DESCRIPTION
 AJ0547
 AJ0547'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AJ0547'4.7 MI E FROM PALANGANA RANCH.
 AJ0547'FROM THE JUNCTION OF STATE HIGHWAY 285 AND FARM ROAD 1017, SOUTH ALONG
 AJ0547'FARM ROAD 1017 APPROXIMATELY 20.0 MILES TO A GRAVEL ROAD LEADING WEST
 AJ0547'TO THE PALANGANA RANCH, 0.9 MILE WEST ALONG THIS ROAD. MARKER IS 180
 AJ0547'FT. DUE NORTH OF ROAD CENTERLINE AND 24 FT. NORTH OF A DIM TRACK ROAD.
 AJ0547'A STANDARD DISK STAMPED Q 781 1943 SET IN TOP OF CONCRETE POST
 AJ0547'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0957 ***********************************************************************
 AE0957  DESIGNATION -  Q 782
 AE0957  PID         -  AE0957
 AE0957  STATE/COUNTY-  TX/JIM HOGG
 AE0957  USGS QUAD   -  AGUA NUEVA NW (1972)
 AE0957
 AE0957                         *CURRENT SURVEY CONTROL
 AE0957  ___________________________________________________________________
 AE0957* NAD 83(1986)-  26 55 50.     (N)    098 43 01.     (W)     SCALED    
 AE0957* NAVD 88     -       177.928  (meters)     583.75   (feet)  ADJUSTED  
 AE0957  ___________________________________________________________________
 AE0957  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AE0957  DYNAMIC HT  -         177.637 (meters)     582.80  (feet)  COMP
 AE0957  MODELED GRAV-     979,006.6   (mgal)                       NAVD 88
 AE0957
 AE0957  VERT ORDER  -  SECOND    CLASS 0
 AE0957
 AE0957.The horizontal coordinates were scaled from a topographic map and have
 AE0957.an estimated accuracy of +/- 6 seconds.
 AE0957
 AE0957.The orthometric height was determined by differential leveling
 AE0957.and adjusted by the National Geodetic Survey in June 1991..
 AE0957
 AE0957.The geoid height was determined by GEOID03.
 AE0957
 AE0957.The dynamic height is computed by dividing the NAVD 88
 AE0957.geopotential number by the normal gravity value computed on the
 AE0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0957.degrees latitude (g = 980.6199 gals.).
 AE0957
 AE0957.The modeled gravity was interpolated from observed gravity values.
 AE0957
 AE0957;                    North         East    Units  Estimated Accuracy
 AE0957;SPC TX S     - 5,140,050.      278,460.      MT  (+/- 180 meters Scaled)
 AE0957
 AE0957                          SUPERSEDED SURVEY CONTROL
 AE0957
 AE0957  NGVD 29 (??/??/92)  177.956  (m)          583.84   (f) ADJ UNCH    2 0
 AE0957
 AE0957.Superseded values are not recommended for survey control.
 AE0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0957.See file dsdata.txt to determine how the superseded data were derived.
 AE0957
 AE0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ281787(NAD 83)
 AE0957_MARKER: DB = BENCH MARK DISK
 AE0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0957_STAMPING: Q 782 1943
 AE0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0957+STABILITY: SURFACE MOTION
 AE0957
 AE0957  HISTORY     - Date     Condition        Report By
 AE0957  HISTORY     - 1943     MONUMENTED       CGS
 AE0957  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0957
 AE0957                          STATION DESCRIPTION
 AE0957
 AE0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0957'10.7 MI W FROM AGUA NUEVA.
 AE0957'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED SOUTHERLY ON THE
 AE0957'ROAD TO RIO GRANDE CITY, GO 1.7 MILES.  TURN WESTERLY (RIGHT) ONTO A
 AE0957'TRACK ROAD TO THE T. T. EAST RANCH HEADQUARTERS, GO 7.3 MILES TO A
 AE0957'FORK IN THE ROAD.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY 1.7 MILES
 AE0957'TO SITE OF BENCH MARK.  BENCH MARK IS 0.6 MILE EAST OF A GATE IN A
 AE0957'FENCE ACROSS THE ROAD.  33 FEET SOUTH OF AND ABOUT THE SAME ELEVATION
 AE0957'AS THE CENTERLINE OF THE ROAD.  3.0 FEET WEST OF A 4 BY 4 INCH WOODEN
 AE0957'MARKER POST.
 AE0957
 AE0957                          STATION RECOVERY (1972)
 AE0957
 AE0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0948 ***********************************************************************
 AE0948  DESIGNATION -  Q 783
 AE0948  PID         -  AE0948
 AE0948  STATE/COUNTY-  TX/STARR
 AE0948  USGS QUAD   -  CUEVITAS (1972)
 AE0948
 AE0948                         *CURRENT SURVEY CONTROL
 AE0948  ___________________________________________________________________
 AE0948* NAD 83(1986)-  26 45 16.     (N)    098 50 23.     (W)     SCALED    
 AE0948* NAVD 88     -       141.115  (meters)     462.97   (feet)  ADJUSTED  
 AE0948  ___________________________________________________________________
 AE0948  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0948  DYNAMIC HT  -         140.884 (meters)     462.22  (feet)  COMP
 AE0948  MODELED GRAV-     979,006.7   (mgal)                       NAVD 88
 AE0948
 AE0948  VERT ORDER  -  SECOND    CLASS 0
 AE0948
 AE0948.The horizontal coordinates were scaled from a topographic map and have
 AE0948.an estimated accuracy of +/- 6 seconds.
 AE0948
 AE0948.The orthometric height was determined by differential leveling
 AE0948.and adjusted by the National Geodetic Survey in June 1991..
 AE0948
 AE0948.The geoid height was determined by GEOID03.
 AE0948
 AE0948.The dynamic height is computed by dividing the NAVD 88
 AE0948.geopotential number by the normal gravity value computed on the
 AE0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0948.degrees latitude (g = 980.6199 gals.).
 AE0948
 AE0948.The modeled gravity was interpolated from observed gravity values.
 AE0948
 AE0948;                    North         East    Units  Estimated Accuracy
 AE0948;SPC TX S     - 5,120,560.      266,210.      MT  (+/- 180 meters Scaled)
 AE0948
 AE0948                          SUPERSEDED SURVEY CONTROL
 AE0948
 AE0948  NGVD 29 (??/??/92)  141.158  (m)          463.12   (f) ADJ UNCH    2 0
 AE0948
 AE0948.Superseded values are not recommended for survey control.
 AE0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0948.See file dsdata.txt to determine how the superseded data were derived.
 AE0948
 AE0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ159592(NAD 83)
 AE0948_MARKER: DB = BENCH MARK DISK
 AE0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0948_STAMPING: Q 783 1943
 AE0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0948+STABILITY: SURFACE MOTION
 AE0948
 AE0948  HISTORY     - Date     Condition        Report By
 AE0948  HISTORY     - 1943     MONUMENTED       CGS
 AE0948  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0948
 AE0948                          STATION DESCRIPTION
 AE0948
 AE0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0948'0.4 MI NE FROM VIBORAS.
 AE0948'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED NORTHEASTERLY ON A
 AE0948'TRACK ROAD TO THE A. C. JONES RANCH, GO 0.4 MILE TO A POLE CORRAL AND
 AE0948'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 100 FEET NORTH OF A CONCRETE
 AE0948'WATERING TANK.  39 FEET NORTH OF THE NORTHWEST CORNER OF A POLE
 AE0948'CORRAL.  32 FEET NORTH OF THE CENTER OF A GATE IN THE NORTH-SOUTH
 AE0948'FENCE.  3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 2.0
 AE0948'FEET EAST OF THE FENCE.
 AE0948
 AE0948                          STATION RECOVERY (1972)
 AE0948
 AE0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1328 ***********************************************************************
 AX1328  DESIGNATION -  Q 784
 AX1328  PID         -  AX1328
 AX1328  STATE/COUNTY-  TX/BASTROP
 AX1328  USGS QUAD   -  RED ROCK (1981)
 AX1328
 AX1328                         *CURRENT SURVEY CONTROL
 AX1328  ___________________________________________________________________
 AX1328* NAD 83(1986)-  29 57 04.     (N)    097 25 22.     (W)     SCALED    
 AX1328* NAVD 88     -       168.43   (+/-2cm)     552.6    (feet)  VERTCON   
 AX1328  ___________________________________________________________________
 AX1328  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX1328
 AX1328  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1328
 AX1328.The horizontal coordinates were scaled from a topographic map and have
 AX1328.an estimated accuracy of +/- 6 seconds.
 AX1328
 AX1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1328.The vertical order pertains to the NGVD 29 superseded value.
 AX1328
 AX1328.The geoid height was determined by GEOID03.
 AX1328
 AX1328;                    North         East    Units  Estimated Accuracy
 AX1328;SPC TX C     - 3,035,210.      980,950.      MT  (+/- 180 meters Scaled)
 AX1328
 AX1328                          SUPERSEDED SURVEY CONTROL
 AX1328
 AX1328  NGVD 29 (??/??/92)  168.368  (m)          552.39   (f) ADJ UNCH    1 2
 AX1328
 AX1328.Superseded values are not recommended for survey control.
 AX1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1328.See file dsdata.txt to determine how the superseded data were derived.
 AX1328
 AX1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU522144(NAD 83)
 AX1328_MARKER: DB = BENCH MARK DISK
 AX1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1328_STAMPING: Q 784 1943
 AX1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1328+STABILITY: SURFACE MOTION
 AX1328
 AX1328  HISTORY     - Date     Condition        Report By
 AX1328  HISTORY     - 1943     MONUMENTED       CGS
 AX1328
 AX1328                          STATION DESCRIPTION
 AX1328
 AX1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1328'1.5 MI E FROM REDROCK.
 AX1328'1.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1328'STATION AT REDROCK, 55 FEET NORTHEAST OF THE CENTER OF A ROAD
 AX1328'CROSSING, 22 FEET EAST OF THE CENTERLINE OF THE ROAD, 47 FEET NORTH OF
 AX1328'THE CENTERLINE LINE OF THE TRACK, 4 FEET SOUTHEAST OF A FENCE CORNER,
 AX1328'3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.
 AX1328'A STANDARD DISK, STAMPED Q 784 1943 AND SET IN THE TOP OF A CONCRETE
 AX1328'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2138 ***********************************************************************
 AX2138  DESIGNATION -  Q 785
 AX2138  PID         -  AX2138
 AX2138  STATE/COUNTY-  TX/CALDWELL
 AX2138  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2138
 AX2138                         *CURRENT SURVEY CONTROL
 AX2138  ___________________________________________________________________
 AX2138* NAD 83(1986)-  29 53 17.     (N)    097 43 09.     (W)     SCALED    
 AX2138* NAVD 88     -       170.43   (+/-2cm)     559.2    (feet)  VERTCON   
 AX2138  ___________________________________________________________________
 AX2138  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2138
 AX2138  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2138
 AX2138.The horizontal coordinates were scaled from a topographic map and have
 AX2138.an estimated accuracy of +/- 6 seconds.
 AX2138
 AX2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2138.The vertical order pertains to the NGVD 29 superseded value.
 AX2138
 AX2138.The geoid height was determined by GEOID03.
 AX2138
 AX2138;                    North         East    Units  Estimated Accuracy
 AX2138;SPC TXSC     - 4,228,400.      723,710.      MT  (+/- 180 meters Scaled)
 AX2138
 AX2138                          SUPERSEDED SURVEY CONTROL
 AX2138
 AX2138  NGVD 29 (??/??/92)  170.346  (m)          558.88   (f) ADJ UNCH    1 2
 AX2138
 AX2138.Superseded values are not recommended for survey control.
 AX2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2138.See file dsdata.txt to determine how the superseded data were derived.
 AX2138
 AX2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU236070(NAD 83)
 AX2138_MARKER: DB = BENCH MARK DISK
 AX2138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2138_SP_SET: BRIDGE ABUTMENT
 AX2138_STAMPING: Q 785 1943
 AX2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2138
 AX2138  HISTORY     - Date     Condition        Report By
 AX2138  HISTORY     - 1943     MONUMENTED       CGS
 AX2138  HISTORY     - 1959     GOOD             NGS
 AX2138  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2138  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2138
 AX2138                          STATION DESCRIPTION
 AX2138
 AX2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2138'2.5 MI W FROM LOCKHART.
 AX2138'2.5 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2138'STATION AT LOCKHART, AT A ROAD CROSSING, 30 FEEET NORTH OF THE
 AX2138'CENTERLINE OF THE TRACK, AT A SMALL HIGHWAY BRIDGE, IN THE TOP OF THE
 AX2138'SOUTHEAST CONCRETE WINGWALL OF THE SOUTH ABUTMENT, 12 FEET EAST OF THE
 AX2138'CENTERLINE OF THE ROAD, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 AX2138'DISK, STAMPED Q 785 1943.  NOTE-- THE BRIDGE ON WHICH IT WAS SET HAS
 AX2138'BEEN REPLACED BY A NEW CULVERT.  THE MARK, NO DOUBT, HAS BEEN
 AX2138'DESTROYED.
 AX2138
 AX2138                          STATION RECOVERY (1963)
 AX2138
 AX2138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX2138'MARK NOT FOUND.
 AX2138
 AX2138                          STATION RECOVERY (1999)
 AX2138
 AX2138'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0025 ***********************************************************************
 AY0025  DESIGNATION -  Q 786
 AY0025  PID         -  AY0025
 AY0025  STATE/COUNTY-  TX/COMAL
 AY0025  USGS QUAD   -  HUNTER (1994)
 AY0025
 AY0025                         *CURRENT SURVEY CONTROL
 AY0025  ___________________________________________________________________
 AY0025* NAD 83(1986)-  29 46 27.     (N)    098 03 38.     (W)     SCALED    
 AY0025* NAVD 88     -       213.000  (meters)     698.82   (feet)  ADJUSTED  
 AY0025  ___________________________________________________________________
 AY0025  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0025  DYNAMIC HT  -         212.697 (meters)     697.82  (feet)  COMP
 AY0025  MODELED GRAV-     979,215.3   (mgal)                       NAVD 88
 AY0025
 AY0025  VERT ORDER  -  FIRST     CLASS II
 AY0025
 AY0025.The horizontal coordinates were scaled from a topographic map and have
 AY0025.an estimated accuracy of +/- 6 seconds.
 AY0025
 AY0025.The orthometric height was determined by differential leveling
 AY0025.and adjusted by the National Geodetic Survey in June 1991..
 AY0025
 AY0025.The geoid height was determined by GEOID03.
 AY0025
 AY0025.The dynamic height is computed by dividing the NAVD 88
 AY0025.geopotential number by the normal gravity value computed on the
 AY0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0025.degrees latitude (g = 980.6199 gals.).
 AY0025
 AY0025.The modeled gravity was interpolated from observed gravity values.
 AY0025
 AY0025;                    North         East    Units  Estimated Accuracy
 AY0025;SPC TXSC     - 4,215,460.      690,840.      MT  (+/- 180 meters Scaled)
 AY0025
 AY0025                          SUPERSEDED SURVEY CONTROL
 AY0025
 AY0025  NGVD 29 (??/??/92)  212.909  (m)          698.52   (f) ADJ UNCH    1 2
 AY0025
 AY0025.Superseded values are not recommended for survey control.
 AY0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0025.See file dsdata.txt to determine how the superseded data were derived.
 AY0025
 AY0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT908941(NAD 83)
 AY0025_MARKER: DB = BENCH MARK DISK
 AY0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0025_STAMPING: Q 786 1943
 AY0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0025+STABILITY: SURFACE MOTION
 AY0025
 AY0025  HISTORY     - Date     Condition        Report By
 AY0025  HISTORY     - 1943     MONUMENTED       CGS
 AY0025  HISTORY     - 1959     GOOD             DOD
 AY0025  HISTORY     - 19880311 MARK NOT FOUND   USPSQD
 AY0025  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0025  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0025
 AY0025                          STATION DESCRIPTION
 AY0025
 AY0025'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AY0025'3.1 MI SW FROM HUNTER.
 AY0025'3.1 MILES SOUTHWEST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 AY0025'STATION AT HUNTER, COMAL COUNTY, 0.1 MILE SOUTHWEST OF A FARM-ROAD
 AY0025'CROSSING, 200 FEET NORTHEAST OF MILEPOST 220, 4 FEET EAST OF POLE J A
 AY0025'54, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND EXACTLY MIDWAY
 AY0025'BETWEEN THE MISSOURI PACIFIC RAILROAD TRACK AND THE
 AY0025'MISSOURI-KANSAS-TEXAS RAILROAD TRACK.  A STANDARD DISK, STAMPED Q 786
 AY0025'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AY0025'GROUND.  NOTE-- 53 FEET SE OF CENTERLINE OF RR TRACKS AND 48 FEET NW
 AY0025'OF CENTERLINE OF RR TRACKS.
 AY0025
 AY0025                          STATION RECOVERY (1988)
 AY0025
 AY0025'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0025'MARK NOT FOUND.
 AY0025
 AY0025                          STATION RECOVERY (1993)
 AY0025
 AY0025'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0025'MARK NOT FOUND.
 AY0025
 AY0025                          STATION RECOVERY (1999)
 AY0025
 AY0025'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2231 ***********************************************************************
 AX2231  DESIGNATION -  Q 787
 AX2231  PID         -  AX2231
 AX2231  STATE/COUNTY-  TX/CALDWELL
 AX2231  USGS QUAD   -  MARTINDALE (1994)
 AX2231
 AX2231                         *CURRENT SURVEY CONTROL
 AX2231  ___________________________________________________________________
 AX2231* NAD 83(1986)-  29 50 45.     (N)    097 50 26.     (W)     SCALED    
 AX2231* NAVD 88     -       161.09   (+/-2cm)     528.5    (feet)  VERTCON   
 AX2231  ___________________________________________________________________
 AX2231  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AX2231
 AX2231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2231
 AX2231.The horizontal coordinates were scaled from a topographic map and have
 AX2231.an estimated accuracy of +/- 6 seconds.
 AX2231
 AX2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2231.The vertical order pertains to the NGVD 29 superseded value.
 AX2231
 AX2231.The geoid height was determined by GEOID03.
 AX2231
 AX2231;                    North         East    Units  Estimated Accuracy
 AX2231;SPC TXSC     - 4,223,600.      712,030.      MT  (+/- 180 meters Scaled)
 AX2231
 AX2231                          SUPERSEDED SURVEY CONTROL
 AX2231
 AX2231  NGVD 29 (??/??/92)  161.009  (m)          528.24   (f) ADJ UNCH    2 0
 AX2231
 AX2231.Superseded values are not recommended for survey control.
 AX2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2231.See file dsdata.txt to determine how the superseded data were derived.
 AX2231
 AX2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU120022(NAD 83)
 AX2231_MARKER: DB = BENCH MARK DISK
 AX2231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2231_SP_SET: CULVERT
 AX2231_STAMPING: Q 787 1943
 AX2231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2231
 AX2231  HISTORY     - Date     Condition        Report By
 AX2231  HISTORY     - 1943     MONUMENTED       CGS
 AX2231  HISTORY     - 1959     GOOD             DOD
 AX2231  HISTORY     - 1988     GOOD             USPSQD
 AX2231  HISTORY     - 19930808 GOOD             USPSQD
 AX2231  HISTORY     - 19970210 GOOD             TXDOT
 AX2231  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2231  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2231
 AX2231                          STATION DESCRIPTION
 AX2231
 AX2231'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2231'IN MARTINDALE.
 AX2231'AT MARTINDALE, CALDWELL COUNTY, AT THE INTERSECTION OF STATE HIGHWAYS
 AX2231'142 AND 80, ABOUT 100 FEET EAST OF THE CENTER OF THE INTERSECTION, 16
 AX2231'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 142, AT A CONCRETE
 AX2231'CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, AND ABOUT 1
 AX2231'FOOT HIGHER THAN THE HIGHWAY.  NOTE-- THE MARK IS 212 FEET NORTHEAST
 AX2231'OF THE INTERSECTING CENTERLINES OF THE NORTHWEST-AND-SOUTHEAST HIGHWAY
 AX2231'AND THE NORTHEAST-AND-SOUTHWEST HIGHWAY, 118 FEET SOUTHEAST OF THEY
 AX2231'NORTHEAST CORNER OF A BUILDING, AND 110 FEET SOUTHWEST OF THE NORTH
 AX2231'POINT OF GRASS BETWEEN THE HIGHWAY AND THE ACCESS ROAD.
 AX2231
 AX2231                          STATION RECOVERY (1988)
 AX2231
 AX2231'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2231'RECOVERED IN GOOD CONDITION.
 AX2231
 AX2231                          STATION RECOVERY (1993)
 AX2231
 AX2231'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2231'RECOVERED IN GOOD CONDITION.
 AX2231
 AX2231                          STATION RECOVERY (1997)
 AX2231
 AX2231'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 AX2231'GOOD.
 AX2231
 AX2231                          STATION RECOVERY (1999)
 AX2231
 AX2231'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2231'MARK NOT FOUND.
 AX2231
 AX2231                          STATION RECOVERY (2003)
 AX2231
 AX2231'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2203 ***********************************************************************
 AX2203  DESIGNATION -  Q 789
 AX2203  PID         -  AX2203
 AX2203  STATE/COUNTY-  TX/CALDWELL
 AX2203  USGS QUAD   -  MC MAHAN (1981)
 AX2203
 AX2203                         *CURRENT SURVEY CONTROL
 AX2203  ___________________________________________________________________
 AX2203* NAD 83(1986)-  29 49 50.     (N)    097 32 42.     (W)     SCALED    
 AX2203* NAVD 88     -       133.63   (+/-2cm)     438.4    (feet)  VERTCON   
 AX2203  ___________________________________________________________________
 AX2203  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2203
 AX2203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2203
 AX2203.The horizontal coordinates were scaled from a topographic map and have
 AX2203.an estimated accuracy of +/- 6 seconds.
 AX2203
 AX2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2203.The vertical order pertains to the NGVD 29 superseded value.
 AX2203
 AX2203.The geoid height was determined by GEOID03.
 AX2203
 AX2203;                    North         East    Units  Estimated Accuracy
 AX2203;SPC TXSC     - 4,222,220.      740,610.      MT  (+/- 180 meters Scaled)
 AX2203
 AX2203                          SUPERSEDED SURVEY CONTROL
 AX2203
 AX2203  NGVD 29 (??/??/92)  133.565  (m)          438.20   (f) ADJ UNCH    2 0
 AX2203
 AX2203.Superseded values are not recommended for survey control.
 AX2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2203.See file dsdata.txt to determine how the superseded data were derived.
 AX2203
 AX2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU405008(NAD 83)
 AX2203_MARKER: DB = BENCH MARK DISK
 AX2203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2203_SP_SET: CULVERT
 AX2203_STAMPING: Q 789 1943
 AX2203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2203+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2203
 AX2203  HISTORY     - Date     Condition        Report By
 AX2203  HISTORY     - 1943     MONUMENTED       CGS
 AX2203  HISTORY     - 1990     GOOD             USPSQD
 AX2203  HISTORY     - 19930808 GOOD             USPSQD
 AX2203  HISTORY     - 19970211 GOOD             TXDOT
 AX2203  HISTORY     - 19990925 GOOD             USPSQD
 AX2203  HISTORY     - 20060429 GOOD             USPSQD
 AX2203
 AX2203                          STATION DESCRIPTION
 AX2203
 AX2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2203'2 MI SW FROM MCMAHAN.
 AX2203'0.1 MILE WEST ALONG A PAVED ROAD LEADING TO LOCKHART FROM THE PUBLIC
 AX2203'SCHOOL AT MCMAHAN, CALDWELL COUNTY, THENCE 1.9 MILES SOUTHWEST ALONG A
 AX2203'GRADED ROAD LEADING TO LULING.  AT A 3- 3-FOOT CONCRETE-BOX CULVERT,
 AX2203'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL, 13 FEET
 AX2203'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN
 AX2203'THE ROAD.  A STANDARD DISK, STAMPED Q 789 1943.
 AX2203
 AX2203                          STATION RECOVERY (1990)
 AX2203
 AX2203'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2203'RECOVERED IN GOOD CONDITION.
 AX2203
 AX2203                          STATION RECOVERY (1993)
 AX2203
 AX2203'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2203'RECOVERED IN GOOD CONDITION.
 AX2203
 AX2203                          STATION RECOVERY (1997)
 AX2203
 AX2203'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 AX2203'GOOD.
 AX2203
 AX2203                          STATION RECOVERY (1999)
 AX2203
 AX2203'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2203'RECOVERED IN GOOD CONDITION.
 AX2203
 AX2203                          STATION RECOVERY (2006)
 AX2203
 AX2203'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AX2203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0203 ***********************************************************************
 AZ0203  DESIGNATION -  Q 79
 AZ0203  PID         -  AZ0203
 AZ0203  STATE/COUNTY-  TX/VAL VERDE
 AZ0203  USGS QUAD   -  MIERS RANCH (1972)
 AZ0203
 AZ0203                         *CURRENT SURVEY CONTROL
 AZ0203  ___________________________________________________________________
 AZ0203* NAD 83(1986)-  29 43 38.     (N)    100 48 52.     (W)     SCALED    
 AZ0203* NAVD 88     -       565.148  (meters)    1854.16   (feet)  ADJUSTED  
 AZ0203  ___________________________________________________________________
 AZ0203  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AZ0203  DYNAMIC HT  -         564.313 (meters)    1851.42  (feet)  COMP
 AZ0203  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 AZ0203
 AZ0203  VERT ORDER  -  FIRST     CLASS II
 AZ0203
 AZ0203.The horizontal coordinates were scaled from a topographic map and have
 AZ0203.an estimated accuracy of +/- 6 seconds.
 AZ0203
 AZ0203.The orthometric height was determined by differential leveling
 AZ0203.and adjusted by the National Geodetic Survey in June 1991..
 AZ0203
 AZ0203.The geoid height was determined by GEOID03.
 AZ0203
 AZ0203.The dynamic height is computed by dividing the NAVD 88
 AZ0203.geopotential number by the normal gravity value computed on the
 AZ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0203.degrees latitude (g = 980.6199 gals.).
 AZ0203
 AZ0203.The modeled gravity was interpolated from observed gravity values.
 AZ0203
 AZ0203;                    North         East    Units  Estimated Accuracy
 AZ0203;SPC TXSC     - 4,211,260.      424,480.      MT  (+/- 180 meters Scaled)
 AZ0203
 AZ0203                          SUPERSEDED SURVEY CONTROL
 AZ0203
 AZ0203  NGVD 29 (??/??/92)  565.077  (m)         1853.92   (f) ADJ UNCH    1 2
 AZ0203
 AZ0203.Superseded values are not recommended for survey control.
 AZ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0203.See file dsdata.txt to determine how the superseded data were derived.
 AZ0203
 AZ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT245899(NAD 83)
 AZ0203_MARKER: DB = BENCH MARK DISK
 AZ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0203_STAMPING: 1853.923 Q 79 1931
 AZ0203_MARK LOGO: CGS   
 AZ0203_PROJECTION: FLUSH
 AZ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0203+STABILITY: SURFACE MOTION
 AZ0203
 AZ0203  HISTORY     - Date     Condition        Report By
 AZ0203  HISTORY     - 1931     MONUMENTED       CGS
 AZ0203  HISTORY     - 1971     GOOD             USGS
 AZ0203  HISTORY     - 1981     GOOD             NGS
 AZ0203
 AZ0203                          STATION DESCRIPTION
 AZ0203
 AZ0203'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0203'9.5 MI SW FROM CARTA VALLEY.
 AZ0203'IN VAL VERDE COUNTY, 9.5 MILES SOUTHWEST ALONG U.S. HWY. 377 FROM
 AZ0203'CARTA VALLEY, EDWARDS COUNTY.  0.5 MILE EAST OF THE JUNCTION OF U.S.
 AZ0203'HWY 277.  AT THE TOP OF A HIGH HILL.  ABOUT 250 FEET WEST OF THE
 AZ0203'INTERSECTION OF A TRAIL SOUTH TO A RADIO TOWER.  40 FEET NORTH OF THE
 AZ0203'CENTERLINE OF THE HIGHWAY.  6.5 FEET NORTH OF THE ROW FENCE.  A
 AZ0203'STANDARD DISK, STAMPED 1853.923 Q 79 1931 AND SET IN THE TOP OF A
 AZ0203'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 AZ0203
 AZ0203                          STATION RECOVERY (1981)
 AZ0203
 AZ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0203'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0203'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE 0.9
 AZ0203'KM (0.55 MI) NORTHEAST ALONG U.S. HIGHWAY 377, 0.1 KM (0.05 MI) WEST
 AZ0203'OF A FIELD ROAD LEADING SOUTH TO A RADIO TOWER, AT THE TOP OF A SMALL
 AZ0203'HILL, 12.2 METERS (40.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 AZ0203'2.2 METERS (7.2 FT) NORTH OF A FENCE.
 AZ0203'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1147 ***********************************************************************
 AE1147  DESIGNATION -  Q 792
 AE1147  PID         -  AE1147
 AE1147  STATE/COUNTY-  TX/ZAPATA
 AE1147  USGS QUAD   -  LOPENO (1965)
 AE1147
 AE1147                         *CURRENT SURVEY CONTROL
 AE1147  ___________________________________________________________________
 AE1147* NAD 83(1986)-  26 44 25.     (N)    099 04 51.     (W)     SCALED    
 AE1147* NAVD 88     -       108.185  (meters)     354.94   (feet)  ADJUSTED  
 AE1147  ___________________________________________________________________
 AE1147  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AE1147  DYNAMIC HT  -         108.010 (meters)     354.36  (feet)  COMP
 AE1147  MODELED GRAV-     979,023.0   (mgal)                       NAVD 88
 AE1147
 AE1147  VERT ORDER  -  SECOND    CLASS 0
 AE1147
 AE1147.The horizontal coordinates were scaled from a topographic map and have
 AE1147.an estimated accuracy of +/- 6 seconds.
 AE1147
 AE1147.The orthometric height was determined by differential leveling
 AE1147.and adjusted by the National Geodetic Survey in June 1991..
 AE1147
 AE1147.The geoid height was determined by GEOID03.
 AE1147
 AE1147.The dynamic height is computed by dividing the NAVD 88
 AE1147.geopotential number by the normal gravity value computed on the
 AE1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1147.degrees latitude (g = 980.6199 gals.).
 AE1147
 AE1147.The modeled gravity was interpolated from observed gravity values.
 AE1147
 AE1147;                    North         East    Units  Estimated Accuracy
 AE1147;SPC TX S     - 5,119,080.      242,220.      MT  (+/- 180 meters Scaled)
 AE1147
 AE1147                          SUPERSEDED SURVEY CONTROL
 AE1147
 AE1147  NGVD 29 (??/??/92)  108.263  (m)          355.19   (f) ADJ UNCH    2 0
 AE1147
 AE1147.Superseded values are not recommended for survey control.
 AE1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1147.See file dsdata.txt to determine how the superseded data were derived.
 AE1147
 AE1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ919576(NAD 83)
 AE1147_MARKER: DB = BENCH MARK DISK
 AE1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1147_STAMPING: Q 792 1943
 AE1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1147+STABILITY: SURFACE MOTION
 AE1147
 AE1147  HISTORY     - Date     Condition        Report By
 AE1147  HISTORY     - 1943     MONUMENTED       CGS
 AE1147  HISTORY     - 1965     GOOD             USGS
 AE1147
 AE1147                          STATION DESCRIPTION
 AE1147
 AE1147'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE1147'9.4 MI NE FROM LOPENO.
 AE1147'1.4 MI. NORTH ALONG U.S. HWY 83 FROM THE POST OFFICE AT LOPENO. THENCE
 AE1147'1.3 MI. NE AND SE ALONG DIRT ROADS AT THE LOS LAZOS RANCH TO AN
 AE1147'ABANDONED GAS WELL SITE.  THENCE 1.1 MI. NE ALONG A DIRT RD. ALONG THE
 AE1147'NW SIDE OF A NE-SW FENCE.  1000 FT NW OF A GAS-WELL-LOCATION SITE. 18
 AE1147'FT NW OF THE CENTER LINE OF THE RD.  AND LEVEL WITH THE RD. A USC AND
 AE1147'GS STANDARD DISK, STAMPED Q 792 1943, SET IN THE TOP OF A CONCRETE
 AE1147'POST PROJECTING 0.4 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0918 ***********************************************************************
 AJ0918  DESIGNATION -  Q 793
 AJ0918  PID         -  AJ0918
 AJ0918  STATE/COUNTY-  TX/WEBB
 AJ0918  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0918
 AJ0918                         *CURRENT SURVEY CONTROL
 AJ0918  ___________________________________________________________________
 AJ0918* NAD 83(1986)-  27 18 14.     (N)    099 10 15.     (W)     SCALED    
 AJ0918* NAVD 88     -       154.328  (meters)     506.32   (feet)  ADJUSTED  
 AJ0918  ___________________________________________________________________
 AJ0918  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AJ0918  DYNAMIC HT  -         154.081 (meters)     505.51  (feet)  COMP
 AJ0918  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 AJ0918
 AJ0918  VERT ORDER  -  SECOND    CLASS 0
 AJ0918
 AJ0918.The horizontal coordinates were scaled from a topographic map and have
 AJ0918.an estimated accuracy of +/- 6 seconds.
 AJ0918
 AJ0918.The orthometric height was determined by differential leveling
 AJ0918.and adjusted by the National Geodetic Survey in June 1991..
 AJ0918
 AJ0918.The geoid height was determined by GEOID03.
 AJ0918
 AJ0918.The dynamic height is computed by dividing the NAVD 88
 AJ0918.geopotential number by the normal gravity value computed on the
 AJ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0918.degrees latitude (g = 980.6199 gals.).
 AJ0918
 AJ0918.The modeled gravity was interpolated from observed gravity values.
 AJ0918
 AJ0918;                    North         East    Units  Estimated Accuracy
 AJ0918;SPC TX S     - 5,181,570.      233,600.      MT  (+/- 180 meters Scaled)
 AJ0918
 AJ0918                          SUPERSEDED SURVEY CONTROL
 AJ0918
 AJ0918  NGVD 29 (??/??/92)  154.375  (m)          506.48   (f) ADJ UNCH    2 0
 AJ0918
 AJ0918.Superseded values are not recommended for survey control.
 AJ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0918.See file dsdata.txt to determine how the superseded data were derived.
 AJ0918
 AJ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR830201(NAD 83)
 AJ0918_MARKER: DB = BENCH MARK DISK
 AJ0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0918_STAMPING: Q 793 1943
 AJ0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0918+STABILITY: SURFACE MOTION
 AJ0918
 AJ0918  HISTORY     - Date     Condition        Report By
 AJ0918  HISTORY     - 1943     MONUMENTED       CGS
 AJ0918  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0918
 AJ0918                          STATION DESCRIPTION
 AJ0918
 AJ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0918'12.8 MI S FROM AGUILARES.
 AJ0918'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD AND THE PIPE-LINE
 AJ0918'ROAD, (11.8 MILES SOUTH OF AGUILARES) PROCEED 1.0 MILE NORTHWEST ALONG
 AJ0918'THE PIPE-LINE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE
 AJ0918'NORTHWEST OF PIPE-LINE MILE POST NO. 17.  IT IS 12.0 FEET SOUTHWEST OF
 AJ0918'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE PIPE-LINE ROAD,
 AJ0918'2.0 FEET NORTHEAST OF THE RIGHT OF WAY FENCE. MONUMENT IS 3.0 FEET
 AJ0918'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AJ0918'FOOT.
 AJ0918
 AJ0918                          STATION RECOVERY (1975)
 AJ0918
 AJ0918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0888 ***********************************************************************
 AJ0888  DESIGNATION -  Q 795
 AJ0888  PID         -  AJ0888
 AJ0888  STATE/COUNTY-  TX/WEBB
 AJ0888  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0888
 AJ0888                         *CURRENT SURVEY CONTROL
 AJ0888  ___________________________________________________________________
 AJ0888* NAD 83(1986)-  27 24 04.     (N)    099 25 43.     (W)     SCALED    
 AJ0888* NAVD 88     -       156.615  (meters)     513.83   (feet)  ADJUSTED  
 AJ0888  ___________________________________________________________________
 AJ0888  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ0888  DYNAMIC HT  -         156.366 (meters)     513.01  (feet)  COMP
 AJ0888  MODELED GRAV-     979,058.6   (mgal)                       NAVD 88
 AJ0888
 AJ0888  VERT ORDER  -  SECOND    CLASS 0
 AJ0888
 AJ0888.The horizontal coordinates were scaled from a topographic map and have
 AJ0888.an estimated accuracy of +/- 6 seconds.
 AJ0888
 AJ0888.The orthometric height was determined by differential leveling
 AJ0888.and adjusted by the National Geodetic Survey in June 1991..
 AJ0888
 AJ0888.The geoid height was determined by GEOID03.
 AJ0888
 AJ0888.The dynamic height is computed by dividing the NAVD 88
 AJ0888.geopotential number by the normal gravity value computed on the
 AJ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0888.degrees latitude (g = 980.6199 gals.).
 AJ0888
 AJ0888.The modeled gravity was interpolated from observed gravity values.
 AJ0888
 AJ0888;                    North         East    Units  Estimated Accuracy
 AJ0888;SPC TX S     - 5,192,500.      208,170.      MT  (+/- 180 meters Scaled)
 AJ0888
 AJ0888                          SUPERSEDED SURVEY CONTROL
 AJ0888
 AJ0888  NGVD 29 (??/??/92)  156.670  (m)          514.01   (f) ADJ UNCH    2 0
 AJ0888
 AJ0888.Superseded values are not recommended for survey control.
 AJ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0888.See file dsdata.txt to determine how the superseded data were derived.
 AJ0888
 AJ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR576309(NAD 83)
 AJ0888_MARKER: DB = BENCH MARK DISK
 AJ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0888_STAMPING: Q 795 1943
 AJ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0888+STABILITY: SURFACE MOTION
 AJ0888
 AJ0888  HISTORY     - Date     Condition        Report By
 AJ0888  HISTORY     - 1943     MONUMENTED       CGS
 AJ0888  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0888
 AJ0888                          STATION DESCRIPTION
 AJ0888
 AJ0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0888'12.6 MI SE FROM LAREDO.
 AJ0888'TO REACH FROM THE TEX-MEX RAILROAD STATION AT LAREDO, PROCEED 2.7
 AJ0888'MILES SOUTHEASTERLY ALONG THE TRACKS TO AN OVERHEAD PASS AT MILE POST
 AJ0888'NO. 4, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAY NO. 83 TO THE
 AJ0888'INTERSECTION OF A GRAVEL ROAD LEADING SOUTHEASTERLY, THENCE 6.1 MILES
 AJ0888'SOUTHEASTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AJ0888'ABOUT 58.0 YARDS NORTHWEST OF A CATTLE GUARD, 56.0 YARDS SOUTHEAST OF
 AJ0888'A SMALL WOODEN BRIDGE.  IT IS 37.0 FEET SOUTHWEST OF AND ABOUT 1.0
 AJ0888'FOOT BELOW THE CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET
 AJ0888'NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.4
 AJ0888'FOOT.
 AJ0888
 AJ0888                          STATION RECOVERY (1975)
 AJ0888
 AJ0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1173 ***********************************************************************
 AE1173  DESIGNATION -  Q 796
 AE1173  PID         -  AE1173
 AE1173  STATE/COUNTY-  TX/ZAPATA
 AE1173  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1173
 AE1173                         *CURRENT SURVEY CONTROL
 AE1173  ___________________________________________________________________
 AE1173* NAD 83(1986)-  26 50 44.     (N)    099 01 11.     (W)     SCALED    
 AE1173* NAVD 88     -       128.329  (meters)     421.03   (feet)  ADJUSTED  
 AE1173  ___________________________________________________________________
 AE1173  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AE1173  DYNAMIC HT  -         128.121 (meters)     420.34  (feet)  COMP
 AE1173  MODELED GRAV-     979,023.4   (mgal)                       NAVD 88
 AE1173
 AE1173  VERT ORDER  -  SECOND    CLASS 0
 AE1173
 AE1173.The horizontal coordinates were scaled from a topographic map and have
 AE1173.an estimated accuracy of +/- 6 seconds.
 AE1173
 AE1173.The orthometric height was determined by differential leveling
 AE1173.and adjusted by the National Geodetic Survey in June 1991..
 AE1173
 AE1173.The geoid height was determined by GEOID03.
 AE1173
 AE1173.The dynamic height is computed by dividing the NAVD 88
 AE1173.geopotential number by the normal gravity value computed on the
 AE1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1173.degrees latitude (g = 980.6199 gals.).
 AE1173
 AE1173.The modeled gravity was interpolated from observed gravity values.
 AE1173
 AE1173;                    North         East    Units  Estimated Accuracy
 AE1173;SPC TX S     - 5,130,720.      248,350.      MT  (+/- 180 meters Scaled)
 AE1173
 AE1173                          SUPERSEDED SURVEY CONTROL
 AE1173
 AE1173  NGVD 29 (??/??/92)  128.369  (m)          421.16   (f) ADJ UNCH    2 0
 AE1173
 AE1173.Superseded values are not recommended for survey control.
 AE1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1173.See file dsdata.txt to determine how the superseded data were derived.
 AE1173
 AE1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ980693(NAD 83)
 AE1173_MARKER: DB = BENCH MARK DISK
 AE1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1173_STAMPING: Q 796 1943
 AE1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1173+STABILITY: SURFACE MOTION
 AE1173
 AE1173  HISTORY     - Date     Condition        Report By
 AE1173  HISTORY     - 1962     MONUMENTED       TXHD
 AE1173
 AE1173                          STATION DESCRIPTION
 AE1173
 AE1173'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AE1173'14.95 MI NE FROM SANTA ROSA.
 AE1173'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE1173'LEADING NORTHEAST (0.9 MILE NORTH OF SANTA ROSA), PROCEED 14.05 MILES
 AE1173'NORTHEASTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE1173'IS 0.3 MILE SOUTHWEST OF A CATTLE GUARD ACROSS THE ROAD.  IT IS 23.0
 AE1173'FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE1173'THE ROAD, 3.9 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE.
 AE1173'MONUMENT IS 2.0 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AE1173'AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1174 ***********************************************************************
 AE1174  DESIGNATION -  Q 796 RESET 1962
 AE1174  PID         -  AE1174
 AE1174  STATE/COUNTY-  TX/ZAPATA
 AE1174  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1174
 AE1174                         *CURRENT SURVEY CONTROL
 AE1174  ___________________________________________________________________
 AE1174* NAD 83(1986)-  26 50 44.     (N)    099 01 11.     (W)     SCALED    
 AE1174* NAVD 88     -       128.08   (meters)     420.2    (feet)  RESET     
 AE1174  ___________________________________________________________________
 AE1174  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AE1174
 AE1174  VERT ORDER  -  THIRD
 AE1174
 AE1174.The horizontal coordinates were scaled from a topographic map and have
 AE1174.an estimated accuracy of +/- 6 seconds.
 AE1174
 AE1174.The orthometric height was computed from unverified reset data.
 AE1174
 AE1174.The geoid height was determined by GEOID03.
 AE1174
 AE1174;                    North         East    Units  Estimated Accuracy
 AE1174;SPC TX S     - 5,130,720.      248,350.      MT  (+/- 180 meters Scaled)
 AE1174
 AE1174                          SUPERSEDED SURVEY CONTROL
 AE1174
 AE1174.No superseded survey control is available for this station.
 AE1174
 AE1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ980693(NAD 83)
 AE1174_MARKER: DB = BENCH MARK DISK
 AE1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1174_STAMPING: Q 796 RESET 1962
 AE1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1174+STABILITY: SURFACE MOTION
 AE1174
 AE1174  HISTORY     - Date     Condition        Report By
 AE1174  HISTORY     - 1962     MONUMENTED       TXHD
 AE1174  HISTORY     - 1975     MARK NOT FOUND   USGS
 AE1174
 AE1174                          STATION DESCRIPTION
 AE1174
 AE1174'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AE1174'14.9 MI NE FROM SANTA ROSA.
 AE1174'ABOUT 0.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM SANTA ROSA, ZAPATA
 AE1174'COUNTY, THENCE 14.0 MILES NORTHEAST ALONG A GRAVEL ROAD.  0.3 MILE
 AE1174'SOUTHWEST OF A CATTLE GUARD ACROSS THE ROAD, AND ABOUT 60 FEET
 AE1174'NORTHWEST OF THE CENTER OF ROAD.  A STANDARD DISK STAMPED Q 796 RESET
 AE1174'1962, IS SET IN THE TOP OF A 6-1/2 INCH CONCRETE POST WHICH PROJECTS 4
 AE1174'INCHES ABOVE THE GROUND.  NOTE-- THIS BENCH MARK WAS SET 56.5 FEET
 AE1174'NORTHWEST OF THE ORIGINAL BENCH MARK.
 AE1174
 AE1174                          STATION RECOVERY (1975)
 AE1174
 AE1174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AE1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0116 ***********************************************************************
 AY0116  DESIGNATION -  Q 797
 AY0116  PID         -  AY0116
 AY0116  STATE/COUNTY-  TX/BEXAR
 AY0116  USGS QUAD   -  LONGHORN (1992)
 AY0116
 AY0116                         *CURRENT SURVEY CONTROL
 AY0116  ___________________________________________________________________
 AY0116* NAD 83(1986)-  29 32 30.     (N)    098 23 09.     (W)     SCALED    
 AY0116* NAVD 88     -       232.192  (meters)     761.78   (feet)  POSTED    
 AY0116  ___________________________________________________________________
 AY0116  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AY0116  DYNAMIC HT  -         231.850 (meters)     760.66  (feet)  COMP
 AY0116  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AY0116
 AY0116  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0116
 AY0116.The horizontal coordinates were scaled from a topographic map and have
 AY0116.an estimated accuracy of +/- 6 seconds.
 AY0116
 AY0116.The orthometric height was determined by differential leveling
 AY0116.and adjusted by the National Geodetic Survey in 1992..
 AY0116.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0116.rate of 0.0 thru 1.0 mm/km.
 AY0116
 AY0116.The geoid height was determined by GEOID03.
 AY0116
 AY0116.The dynamic height is computed by dividing the NAVD 88
 AY0116.geopotential number by the normal gravity value computed on the
 AY0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0116.degrees latitude (g = 980.6199 gals.).
 AY0116
 AY0116.The modeled gravity was interpolated from observed gravity values.
 AY0116
 AY0116;                    North         East    Units  Estimated Accuracy
 AY0116;SPC TXSC     - 4,189,490.      659,520.      MT  (+/- 180 meters Scaled)
 AY0116
 AY0116                          SUPERSEDED SURVEY CONTROL
 AY0116
 AY0116  NGVD 29 (??/??/92)  232.076  (m)          761.40   (f) ADJ UNCH    1 2
 AY0116
 AY0116.Superseded values are not recommended for survey control.
 AY0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0116.See file dsdata.txt to determine how the superseded data were derived.
 AY0116
 AY0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT595681(NAD 83)
 AY0116_MARKER: DB = BENCH MARK DISK
 AY0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0116_STAMPING: Q 797 1943
 AY0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0116+STABILITY: SURFACE MOTION
 AY0116
 AY0116  HISTORY     - Date     Condition        Report By
 AY0116  HISTORY     - 1943     MONUMENTED       CGS
 AY0116  HISTORY     - 1967     GOOD             USGS
 AY0116  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0116  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0116  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0116
 AY0116                          STATION DESCRIPTION
 AY0116
 AY0116'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0116'19.8 MI S FROM NEW BRAUNFELS.
 AY0116'19.8 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0116'FROM THE STATION AT NEW BRAUNFELS, BEXAR COUNTY, 11.4 MILES NORTHEAST
 AY0116'OF THE SOUTHERN PACIFIC CO. RAILROAD STATION AT SAN ANTONIO, ABOUT 0.4
 AY0116'MILE NORTH OF THE JUNCTION OF THE SPUR LINE TO THE LONGHORN CEMENT
 AY0116'CO., ABOUT 70 YARDS NORTH OF THE CROSSING OF SCHERTZ ROAD, 47.5 FEET
 AY0116'SOUTHWEST OF MILEPOST 1023, 39 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AY0116'TRACK, 10 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST
 AY0116'OF A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET BELOW THE LEVEL OF
 AY0116'THE TRACK.  A STANDARD DISK STAMPED Q 797 1943 AND SET IN THE TOP OF A
 AY0116'CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 AY0116
 AY0116                          STATION RECOVERY (1980)
 AY0116
 AY0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0116'SEARCHED FOR, NOT RECOVERED.
 AY0116
 AY0116                          STATION RECOVERY (1987)
 AY0116
 AY0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0116'MARK NOT FOUND.
 AY0116
 AY0116                          STATION RECOVERY (1995)
 AY0116
 AY0116'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1149 ***********************************************************************
 AE1149  DESIGNATION -  Q 798
 AE1149  PID         -  AE1149
 AE1149  STATE/COUNTY-  TX/ZAPATA
 AE1149  USGS QUAD   -  LOPENO (1965)
 AE1149
 AE1149                         *CURRENT SURVEY CONTROL
 AE1149  ___________________________________________________________________
 AE1149* NAD 83(1986)-  26 44 44.     (N)    099 03 13.     (W)     SCALED    
 AE1149* NAVD 88     -       101.382  (meters)     332.62   (feet)  ADJUSTED  
 AE1149  ___________________________________________________________________
 AE1149  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AE1149  DYNAMIC HT  -         101.217 (meters)     332.08  (feet)  COMP
 AE1149  MODELED GRAV-     979,021.8   (mgal)                       NAVD 88
 AE1149
 AE1149  VERT ORDER  -  SECOND    CLASS 0
 AE1149
 AE1149.The horizontal coordinates were scaled from a topographic map and have
 AE1149.an estimated accuracy of +/- 6 seconds.
 AE1149
 AE1149.The orthometric height was determined by differential leveling
 AE1149.and adjusted by the National Geodetic Survey in June 1991..
 AE1149
 AE1149.The geoid height was determined by GEOID03.
 AE1149
 AE1149.The dynamic height is computed by dividing the NAVD 88
 AE1149.geopotential number by the normal gravity value computed on the
 AE1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1149.degrees latitude (g = 980.6199 gals.).
 AE1149
 AE1149.The modeled gravity was interpolated from observed gravity values.
 AE1149
 AE1149;                    North         East    Units  Estimated Accuracy
 AE1149;SPC TX S     - 5,119,650.      244,930.      MT  (+/- 180 meters Scaled)
 AE1149
 AE1149                          SUPERSEDED SURVEY CONTROL
 AE1149
 AE1149  NGVD 29 (??/??/92)  101.454  (m)          332.85   (f) ADJ UNCH    2 0
 AE1149
 AE1149.Superseded values are not recommended for survey control.
 AE1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1149.See file dsdata.txt to determine how the superseded data were derived.
 AE1149
 AE1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ946582(NAD 83)
 AE1149_MARKER: DB = BENCH MARK DISK
 AE1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1149_STAMPING: Q 798 1943
 AE1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1149+STABILITY: SURFACE MOTION
 AE1149
 AE1149  HISTORY     - Date     Condition        Report By
 AE1149  HISTORY     - 1943     MONUMENTED       CGS
 AE1149  HISTORY     - 1965     GOOD             USGS
 AE1149
 AE1149                          STATION DESCRIPTION
 AE1149
 AE1149'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE1149'11.4 MI NE FROM LOPENO.
 AE1149'1.4 MI. NORTH ALONG U.S. HWY 83 FROM THE POST OFFICE AT LOPENO. THENCE
 AE1149'1.3 MI. NE AND SE ALONG DIRT RDS AT THE LOS LAZOS RANCH TO AN
 AE1149'ABANDONED GAS WELL SITE.  THENCE 2.0 MI. NE ALONG A DIRT RD ALONG THE
 AE1149'NW SIDE OF A SW-NE FENCE.  THENCE 1.0 MI. SE AND E ALONG MAIN TRAVELED
 AE1149'RD.  0.2 MI. SE OF A CATTLEGUARD.  33 FT NE OF THE CENTER LINE OF THE
 AE1149'RD.  LEVEL WITH THE RD.  A STANDARD DISK (USC AND GS), STAMPED Q 798
 AE1149'1943, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT ABOVE THE
 AE1149'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0280 ***********************************************************************
 AY0280  DESIGNATION -  Q 799
 AY0280  PID         -  AY0280
 AY0280  STATE/COUNTY-  TX/BEXAR
 AY0280  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0280
 AY0280                         *CURRENT SURVEY CONTROL
 AY0280  ___________________________________________________________________
 AY0280* NAD 83(1986)-  29 27 01.     (N)    098 25 06.     (W)     SCALED    
 AY0280* NAVD 88     -       196.515  (meters)     644.73   (feet)  ADJUSTED  
 AY0280  ___________________________________________________________________
 AY0280  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AY0280  DYNAMIC HT  -         196.229 (meters)     643.79  (feet)  COMP
 AY0280  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AY0280
 AY0280  VERT ORDER  -  FIRST     CLASS II
 AY0280
 AY0280.The horizontal coordinates were scaled from a topographic map and have
 AY0280.an estimated accuracy of +/- 6 seconds.
 AY0280
 AY0280.The orthometric height was determined by differential leveling
 AY0280.and adjusted by the National Geodetic Survey in June 1991..
 AY0280
 AY0280.The geoid height was determined by GEOID03.
 AY0280
 AY0280.The dynamic height is computed by dividing the NAVD 88
 AY0280.geopotential number by the normal gravity value computed on the
 AY0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0280.degrees latitude (g = 980.6199 gals.).
 AY0280
 AY0280.The modeled gravity was interpolated from observed gravity values.
 AY0280
 AY0280;                    North         East    Units  Estimated Accuracy
 AY0280;SPC TXSC     - 4,179,340.      656,420.      MT  (+/- 180 meters Scaled)
 AY0280
 AY0280                          SUPERSEDED SURVEY CONTROL
 AY0280
 AY0280  NGVD 29 (??/??/92)  196.416  (m)          644.41   (f) ADJ UNCH    1 2
 AY0280
 AY0280.Superseded values are not recommended for survey control.
 AY0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0280.See file dsdata.txt to determine how the superseded data were derived.
 AY0280
 AY0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT564580(NAD 83)
 AY0280_MARKER: DB = BENCH MARK DISK
 AY0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0280_STAMPING: Q 799 1943
 AY0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0280+STABILITY: SURFACE MOTION
 AY0280
 AY0280  HISTORY     - Date     Condition        Report By
 AY0280  HISTORY     - 1943     MONUMENTED       CGS
 AY0280  HISTORY     - 1970     MARK NOT FOUND   LOCENG
 AY0280  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 AY0280
 AY0280                          STATION DESCRIPTION
 AY0280
 AY0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0280'4.8 MI NE FROM SAN ANTONIO.
 AY0280'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0280'PROCEED 4.8 MILES NORTHEAST ALONG THE TRACKS TO SALADO JUNCTION, AND
 AY0280'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHEAST OF A LARGE
 AY0280'STEEL RAILROAD BRIDGE OVER SALADO CREEK.  IT IS 2 TELEGRAPH POLES WEST
 AY0280'OF MILE POST NO. 136 (MILE POST NO. 136 IS ON A SPUR LINE LEADING
 AY0280'EAST) AND AT THE SOUTHWEST END OF A SWITCH.  IT IS 30.5 FEET NORTHWEST
 AY0280'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF TRACK, 3.0 FEET
 AY0280'NORTHEAST OF A TELEGRAPH POLE.  MONUMENT IS 3.0 FEET SOUTHWEST OF A
 AY0280'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT.
 AY0280
 AY0280                          STATION RECOVERY (1970)
 AY0280
 AY0280'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AY0280'MARK NOT FOUND.
 AY0280
 AY0280                          STATION RECOVERY (1995)
 AY0280
 AY0280'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0238 ***********************************************************************
 BN0238  DESIGNATION -  Q 80
 BN0238  PID         -  BN0238
 BN0238  STATE/COUNTY-  TX/MASON
 BN0238  USGS QUAD   -  MASON (1979)
 BN0238
 BN0238                         *CURRENT SURVEY CONTROL
 BN0238  ___________________________________________________________________
 BN0238* NAD 83(1986)-  30 44 53.     (N)    099 13 58.     (W)     SCALED    
 BN0238* NAVD 88     -       468.797  (meters)    1538.04   (feet)  ADJUSTED  
 BN0238  ___________________________________________________________________
 BN0238  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BN0238  DYNAMIC HT  -         468.159 (meters)    1535.95  (feet)  COMP
 BN0238  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 BN0238
 BN0238  VERT ORDER  -  FIRST     CLASS II
 BN0238
 BN0238.The horizontal coordinates were scaled from a topographic map and have
 BN0238.an estimated accuracy of +/- 6 seconds.
 BN0238
 BN0238.The orthometric height was determined by differential leveling
 BN0238.and adjusted by the National Geodetic Survey in June 1991..
 BN0238.WARNING-Repeat measurements at this control monument indicate possible
 BN0238.vertical movement.
 BN0238
 BN0238.The geoid height was determined by GEOID03.
 BN0238
 BN0238.The dynamic height is computed by dividing the NAVD 88
 BN0238.geopotential number by the normal gravity value computed on the
 BN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0238.degrees latitude (g = 980.6199 gals.).
 BN0238
 BN0238.The modeled gravity was interpolated from observed gravity values.
 BN0238
 BN0238;                    North         East    Units  Estimated Accuracy
 BN0238;SPC TX C     - 3,120,400.      805,370.      MT  (+/- 180 meters Scaled)
 BN0238
 BN0238                          SUPERSEDED SURVEY CONTROL
 BN0238
 BN0238  NGVD 29 (??/??/92)  468.737  (m)         1537.85   (f) ADJ UNCH    1 2
 BN0238
 BN0238.Superseded values are not recommended for survey control.
 BN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0238.See file dsdata.txt to determine how the superseded data were derived.
 BN0238
 BN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV777017(NAD 83)
 BN0238_MARKER: DB = BENCH MARK DISK
 BN0238_SETTING: 0 = UNSPECIFIED SETTING
 BN0238_MARK LOGO: CGS   
 BN0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0238+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 BN0238
 BN0238  HISTORY     - Date     Condition        Report By
 BN0238  HISTORY     - UNK      MONUMENTED       CGS
 BN0238  HISTORY     - 1931     GOOD             NGS
 BN0238  HISTORY     - 1953     GOOD             NGS
 BN0238  HISTORY     - 1982     GOOD             NGS
 BN0238  HISTORY     - 1990     GOOD             USPSQD
 BN0238  HISTORY     - 1991     GOOD             USPSQD
 BN0238  HISTORY     - 19960213 GOOD             USPSQD
 BN0238  HISTORY     - 20041005 GOOD             USPSQD
 BN0238  HISTORY     - 20060314 GOOD             USPSQD
 BN0238
 BN0238                          STATION DESCRIPTION
 BN0238
 BN0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0238'IN MASON.
 BN0238'IN THE TOWN OF MASON, IN THE SW CORNER OF THE COURT HOUSE GROUNDS, 75
 BN0238'M. SW OF THE SW CORNER OF THE COURT HOUSE BUILDING, WHICH IS THE
 BN0238'CENTER OF TOWN.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND,
 BN0238'1.87 M. E OF THE INSIDE OF THE W ORNAMENTAL STONE WALL SURROUNDING THE
 BN0238'GROUNDS, AND 0.33 M. N OF THE INSIDE OF THE S WALL.
 BN0238
 BN0238                          STATION RECOVERY (1953)
 BN0238
 BN0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BN0238'RECOVERED IN GOOD CONDITION.
 BN0238
 BN0238                          STATION RECOVERY (1982)
 BN0238
 BN0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0238'IN MASON, SET ON THE GROUNDS OF THE MASON COUNTY COURTHOUSE, AT THE
 BN0238'SOUTHWEST CORNER, 1.8 METERS (6.0 FT) EAST OF THE INSIDE OF THE WEST
 BN0238'ORNAMENTAL WALL, 0.3 METER (1.0 FT) NORTH OF THE INSIDE OF THE SOUTH
 BN0238'ORNAMENTAL WALL, AND 1.4 METERS (4.5 FT) EAST OF POWERLINE POLE.
 BN0238'THE MARK IS ABOVE LEVEL WITH STREET.
 BN0238
 BN0238                          STATION RECOVERY (1990)
 BN0238
 BN0238'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0238'RECOVERED IN GOOD CONDITION.
 BN0238
 BN0238                          STATION RECOVERY (1991)
 BN0238
 BN0238'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0238'RECOVERED IN GOOD CONDITION.
 BN0238
 BN0238                          STATION RECOVERY (1996)
 BN0238
 BN0238'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0238'RECOVERED IN GOOD CONDITION.
 BN0238
 BN0238                          STATION RECOVERY (2004)
 BN0238
 BN0238'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0238'RECOVERED IN GOOD CONDITION.
 BN0238
 BN0238                          STATION RECOVERY (2006)
 BN0238
 BN0238'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4258 ***********************************************************************
 AW4258  DESIGNATION -  Q 800
 AW4258  PID         -  AW4258
 AW4258  STATE/COUNTY-  TX/FORT BEND
 AW4258  USGS QUAD   -  KENDLETON (1981)
 AW4258
 AW4258                         *CURRENT SURVEY CONTROL
 AW4258  ___________________________________________________________________
 AW4258* NAD 83(1986)-  29 24 38.     (N)    095 56 09.     (W)     SCALED    
 AW4258* NAVD 88     -        27.63   (+/-2cm)      90.6    (feet)  VERTCON   
 AW4258  ___________________________________________________________________
 AW4258  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4258
 AW4258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4258
 AW4258.The horizontal coordinates were scaled from a topographic map and have
 AW4258.an estimated accuracy of +/- 6 seconds.
 AW4258
 AW4258.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4258.The vertical order pertains to the NGVD 29 superseded value.
 AW4258
 AW4258.The geoid height was determined by GEOID03.
 AW4258
 AW4258;                    North         East    Units  Estimated Accuracy
 AW4258;SPC TXSC     - 4,178,690.      897,310.      MT  (+/- 180 meters Scaled)
 AW4258
 AW4258                          SUPERSEDED SURVEY CONTROL
 AW4258
 AW4258  NGVD 29 (??/??/92)   27.630  (m)           90.65   (f) ADJ UNCH    2 0
 AW4258
 AW4258.Superseded values are not recommended for survey control.
 AW4258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4258.See file dsdata.txt to determine how the superseded data were derived.
 AW4258
 AW4258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN151570(NAD 83)
 AW4258_MARKER: DB = BENCH MARK DISK
 AW4258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4258_STAMPING: Q 800 1943
 AW4258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4258+STABILITY: SURFACE MOTION
 AW4258
 AW4258  HISTORY     - Date     Condition        Report By
 AW4258  HISTORY     - 1943     MONUMENTED       CGS
 AW4258  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4258  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4258
 AW4258                          STATION DESCRIPTION
 AW4258
 AW4258'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4258'5.35 MI SE FROM KENDLETON.
 AW4258'TO REACH FROM THE KENDLETON NEGRO SCHOOL NO.2 (0.75 MILE NORTHEAST OF
 AW4258'THE RAILROAD STATION AT KENDLETON), PROCEED 4.3 MILES SOUTHEASTERLY
 AW4258'ALONG A COUNTY DIRT ROAD TO THE END OF THE ROAD AND THE INTERSECTION
 AW4258'OF A DIRT TRACK ROAD LEADING SOUTH, THENCE 0.3 MILE SOUTHERLY ALONG A
 AW4258'DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 38.0 FEET EAST
 AW4258'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AW4258'MONUMENT IS 2.6 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AW4258'PROJECTS 0.3 FOOT ABOVE THE GROUND, AND SET IN A CONCRETE POST.
 AW4258
 AW4258                          STATION RECOVERY (1995)
 AW4258
 AW4258'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4258'MARK NOT FOUND.
 AW4258
 AW4258                          STATION RECOVERY (1998)
 AW4258
 AW4258'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4382 ***********************************************************************
 AW4382  DESIGNATION -  Q 801
 AW4382  PID         -  AW4382
 AW4382  STATE/COUNTY-  TX/BRAZORIA
 AW4382  USGS QUAD   -  DANCIGER (1980)
 AW4382
 AW4382                         *CURRENT SURVEY CONTROL
 AW4382  ___________________________________________________________________
 AW4382* NAD 83(1986)-  29 10 05.     (N)    095 48 22.     (W)     SCALED    
 AW4382* NAVD 88     -        15.02   (+/-2cm)      49.3    (feet)  VERTCON   
 AW4382  ___________________________________________________________________
 AW4382  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW4382
 AW4382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4382
 AW4382.The horizontal coordinates were scaled from a topographic map and have
 AW4382.an estimated accuracy of +/- 6 seconds.
 AW4382
 AW4382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4382.The vertical order pertains to the NGVD 29 superseded value.
 AW4382
 AW4382.The geoid height was determined by GEOID03.
 AW4382
 AW4382;                    North         East    Units  Estimated Accuracy
 AW4382;SPC TXSC     - 4,152,160.      910,630.      MT  (+/- 180 meters Scaled)
 AW4382
 AW4382                          SUPERSEDED SURVEY CONTROL
 AW4382
 AW4382  NGVD 29 (??/??/92)   15.028  (m)           49.30   (f) ADJ UNCH    2 0
 AW4382
 AW4382.Superseded values are not recommended for survey control.
 AW4382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4382.See file dsdata.txt to determine how the superseded data were derived.
 AW4382
 AW4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN270298(NAD 83)
 AW4382_MARKER: DB = BENCH MARK DISK
 AW4382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4382_STAMPING: Q 801 1943
 AW4382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4382+STABILITY: SURFACE MOTION
 AW4382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4382+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4382
 AW4382  HISTORY     - Date     Condition        Report By
 AW4382  HISTORY     - 1943     MONUMENTED       CGS
 AW4382  HISTORY     - 20041118 GOOD             USPSQD
 AW4382
 AW4382                          STATION DESCRIPTION
 AW4382
 AW4382'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4382'7.7 MI E FROM PLEDGER.
 AW4382'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED EASTERLY
 AW4382'7.7 MILES ALONG PLEDGER-WEST COLUMBIA ROAD TO THE INTERSECTION OF A
 AW4382'SHELL ROAD LEADING SOUTH AND SITE OF BENCH MARK. BENCH MARK IS ABOUT
 AW4382'0.7 MILE EAST OF THE GENERAL STORE AND POST OFFICE AT DANCIGER, ABOUT
 AW4382'180.0 FEET SOUTHWEST AND ACROSS ROAD FROM A HOUSE, 64.0 FEET WEST OF
 AW4382'THE WEST END OF AN IRON CATTLE-GUARD AT SHELL ROAD, 48.0 FEET SOUTH OF
 AW4382'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE CONCRETE ROAD,
 AW4382'18.0 FEET WEST OF A T FENCE CORNER, 8.0 FEET EAST OF A POWER LINE POLE
 AW4382'WITH TRANSFORMER AND BRACE WIRE, AND 3.0 FEET WEST OF A 4 BY 4 INCH
 AW4382'WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 0.3 FOOT, AND SET IN A
 AW4382'CONCRETE POST.
 AW4382
 AW4382                          STATION RECOVERY (2004)
 AW4382
 AW4382'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4405 ***********************************************************************
 AW4405  DESIGNATION -  Q 802
 AW4405  PID         -  AW4405
 AW4405  STATE/COUNTY-  TX/BRAZORIA
 AW4405  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4405
 AW4405                         *CURRENT SURVEY CONTROL
 AW4405  ___________________________________________________________________
 AW4405* NAD 83(1986)-  29 14 20.     (N)    095 35 29.     (W)     SCALED    
 AW4405* NAVD 88     -        12.20   (+/-2cm)      40.0    (feet)  VERTCON   
 AW4405  ___________________________________________________________________
 AW4405  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW4405
 AW4405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4405
 AW4405.The horizontal coordinates were scaled from a topographic map and have
 AW4405.an estimated accuracy of +/- 6 seconds.
 AW4405
 AW4405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4405.The vertical order pertains to the NGVD 29 superseded value.
 AW4405
 AW4405.The geoid height was determined by GEOID03.
 AW4405
 AW4405;                    North         East    Units  Estimated Accuracy
 AW4405;SPC TXSC     - 4,160,600.      931,270.      MT  (+/- 180 meters Scaled)
 AW4405
 AW4405                          SUPERSEDED SURVEY CONTROL
 AW4405
 AW4405  NGVD 29 (??/??/92)   12.205  (m)           40.04   (f) ADJ UNCH    2 0
 AW4405
 AW4405.Superseded values are not recommended for survey control.
 AW4405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4405.See file dsdata.txt to determine how the superseded data were derived.
 AW4405
 AW4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN481372(NAD 83)
 AW4405_MARKER: DB = BENCH MARK DISK
 AW4405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4405_SP_SET: CULVERT
 AW4405_STAMPING: Q 802 1943
 AW4405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4405+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW4405
 AW4405  HISTORY     - Date     Condition        Report By
 AW4405  HISTORY     - 1943     MONUMENTED       CGS
 AW4405  HISTORY     - 19980305 GOOD             USPSQD
 AW4405  HISTORY     - 20041109 GOOD             USPSQD
 AW4405
 AW4405                          STATION DESCRIPTION
 AW4405
 AW4405'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4405'8.0 MI N FROM EAST COLUMBIA.
 AW4405'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4405'COLUMBIA.  PROCEED NORTHERLY 8.0 MILES ALONG CONCRETE ROAD TO A
 AW4405'CONCRETE BOX CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.35
 AW4405'MILE NORTH OF A RED FARM HOUSE ON EAST SIDE OF ROAD, ABOUT 0.15 MILE
 AW4405'NORTH OF A T JUNCTION OF A POWER LINE AT A DIRT ROAD INTERSECTION,
 AW4405'15.5 FEET WEST OF AND ABOUT 0.7 FOOT ABOVE THE CENTERLINE OF THE
 AW4405'CONCRETE ROAD AND IS SET HORIZONTALLY IN THE TOP SOUTH END OF THE WEST
 AW4405'HEADWALL OF THE CONCRETE BOX CULVERT.
 AW4405
 AW4405                          STATION RECOVERY (1998)
 AW4405
 AW4405'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4405'RECOVERED IN GOOD CONDITION.
 AW4405
 AW4405                          STATION RECOVERY (2004)
 AW4405
 AW4405'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4808 ***********************************************************************
 AW4808  DESIGNATION -  Q 803
 AW4808  PID         -  AW4808
 AW4808  STATE/COUNTY-  TX/FORT BEND
 AW4808  USGS QUAD   -  ORCHARD (1980)
 AW4808
 AW4808                         *CURRENT SURVEY CONTROL
 AW4808  ___________________________________________________________________
 AW4808* NAD 83(1986)-  29 30 31.     (N)    095 57 00.     (W)     SCALED    
 AW4808* NAVD 88     -        32.31   (+/-2cm)     106.0    (feet)  VERTCON   
 AW4808  ___________________________________________________________________
 AW4808  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW4808
 AW4808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4808
 AW4808.The horizontal coordinates were scaled from a topographic map and have
 AW4808.an estimated accuracy of +/- 6 seconds.
 AW4808
 AW4808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4808.The vertical order pertains to the NGVD 29 superseded value.
 AW4808
 AW4808.The geoid height was determined by GEOID03.
 AW4808
 AW4808;                    North         East    Units  Estimated Accuracy
 AW4808;SPC TXSC     - 4,189,520.      895,650.      MT  (+/- 180 meters Scaled)
 AW4808
 AW4808                          SUPERSEDED SURVEY CONTROL
 AW4808
 AW4808  NGVD 29 (??/??/92)   32.30   (m)          106.0    (f) COMPUTED    2 0
 AW4808
 AW4808.Superseded values are not recommended for survey control.
 AW4808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4808.See file dsdata.txt to determine how the superseded data were derived.
 AW4808
 AW4808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN140679(NAD 83)
 AW4808_MARKER: DB = BENCH MARK DISK
 AW4808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4808_STAMPING: Q 803 1943
 AW4808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4808+STABILITY: SURFACE MOTION
 AW4808
 AW4808  HISTORY     - Date     Condition        Report By
 AW4808  HISTORY     - 1943     MONUMENTED       CGS
 AW4808  HISTORY     - 1955     MARK NOT FOUND   USGS
 AW4808  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4808
 AW4808                          STATION DESCRIPTION
 AW4808
 AW4808'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4808'2.6 MI NW FROM BEASLEY.
 AW4808'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4808'STATION AT BEASLEY.  PROCEED SOUTHWESTERLY 0.8 MILE ALONG U.S. HIGHWAY
 AW4808'NO. 59 TO A T ROAD INTERSECTION, THENCE NORTHWESTERLY 1.8 MILES ALONG
 AW4808'GRAVELED ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE
 AW4808'SOUTHEAST OF A CURVE IN ROAD, 235.0 FEET NORTHWEST OF THE DRIVEWAY TO
 AW4808'A FARM HOUSE ON NORTHEAST SIDE OF ROAD, 33.0 FEET SOUTHWEST OF AND
 AW4808'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE GRAVELED ROAD, 24.0
 AW4808'FEET NORTHWEST OF THE CENTER OF A WOODEN BRIDGE AT A LANE LEADING
 AW4808'SOUTHWEST, 16.0 FEET NORTHWEST OF A FENCE CORNER AND 3.0 FEET
 AW4808'SOUTHEAST OF A 4 BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AW4808'ABOUT 0.4 FOOT.
 AW4808
 AW4808                          STATION RECOVERY (1955)
 AW4808
 AW4808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW4808'MARK NOT FOUND.
 AW4808
 AW4808                          STATION RECOVERY (1997)
 AW4808
 AW4808'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2137 ***********************************************************************
 AW2137  HT_MOD      -  This is a Height Modernization Survey Station.
 AW2137  DESIGNATION -  Q 804
 AW2137  PID         -  AW2137
 AW2137  STATE/COUNTY-  TX/FORT BEND
 AW2137  USGS QUAD   -  ALIEF (1995)
 AW2137
 AW2137                         *CURRENT SURVEY CONTROL
 AW2137  ___________________________________________________________________
 AW2137* NAD 83(1993)-  29 39 42.57580(N)    095 37 09.41850(W)     ADJUSTED  
 AW2137* NAVD 88     -        26.30   (meters)      86.3    (feet)  GPS OBS   
 AW2137  ___________________________________________________________________
 AW2137  X           -    -543,140.757 (meters)                     COMP
 AW2137  Y           -  -5,520,247.427 (meters)                     COMP
 AW2137  Z           -   3,137,853.960 (meters)                     COMP
 AW2137  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW2137  ELLIP HEIGHT-          -0.99  (meters)          (10/25/00) GPS OBS
 AW2137  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2137  DYNAMIC HT  -          26.27  (meters)      86.2   (feet)  COMP
 AW2137  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 AW2137  OBS GRAVITY -     979,272.2   (mgal)                       GRAV_OBS
 AW2137
 AW2137  HORZ ORDER  -  FIRST
 AW2137  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2137  ELLP ORDER  -  FOURTH    CLASS I
 AW2137
 AW2137.The horizontal coordinates were established by GPS observations
 AW2137.and adjusted by the National Geodetic Survey in October 1996..
 AW2137
 AW2137.The orthometric height was determined by GPS observations and a
 AW2137.high-resolution geoid model using precise GPS observation and
 AW2137.processing techniques. It supersedes the leveled height previously
 AW2137.determined for this station.
 AW2137.WARNING-GPS observations at this control monument resulted in a GPS
 AW2137.derived orthometric height which differed from the leveled height by
 AW2137.more than one decimeter (0.1 meter).
 AW2137.The vertical order pertains to the first NAVD 88 superseded value.
 AW2137
 AW2137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2137
 AW2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2137
 AW2137.The ellipsoidal height was determined by GPS observations
 AW2137.and is referenced to NAD 83.
 AW2137
 AW2137.The geoid height was determined by GEOID03.
 AW2137
 AW2137.The dynamic height is computed by dividing the NAVD 88
 AW2137.geopotential number by the normal gravity value computed on the
 AW2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2137.degrees latitude (g = 980.6199 gals.).
 AW2137
 AW2137.The modeled gravity was interpolated from observed gravity values.
 AW2137.The observed gravity was obtained from relative gravimeter ties
 AW2137.to the IGSN71 gravity network.
 AW2137
 AW2137;                    North         East     Units Scale Factor Converg.
 AW2137;SPC TXSC     - 4,207,375.962   927,208.066   MT  0.99987946   +1 39 22.5
 AW2137;SPC TXSC     -13,803,699.30  3,042,015.13   sFT  0.99987946   +1 39 22.5
 AW2137;UTM  15      - 3,284,182.998   246,478.724   MT  1.00039311   -1 17 48.9
 AW2137
 AW2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2137!SPC TXSC     -   1.00000016  x   0.99987946  =   0.99987962
 AW2137!UTM  15      -   1.00000016  x   1.00039311  =   1.00039327
 AW2137
 AW2137                          SUPERSEDED SURVEY CONTROL
 AW2137
 AW2137  ELLIP H (10/17/96)   -0.86   (m)                       GP(       ) 3 1
 AW2137  NAVD 88 (06/15/91)   26.541  (m)           87.08   (f) ADJUSTED    1 2
 AW2137  NGVD 29 (12/23/87)   26.535  (m)           87.06   (f) ADJUSTED    1 2
 AW2137
 AW2137.Superseded values are not recommended for survey control.
 AW2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2137.See file dsdata.txt to determine how the superseded data were derived.
 AW2137
 AW2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4647984183(NAD 83)
 AW2137_MARKER: DB = BENCH MARK DISK
 AW2137_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW2137_SP_SET: CULVERT HEADWALL
 AW2137_STAMPING: Q 804 1943
 AW2137_MARK LOGO: CGS   
 AW2137_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2137+STABILITY: SURFACE MOTION
 AW2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2137+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AW2137
 AW2137  HISTORY     - Date     Condition        Report By
 AW2137  HISTORY     - 1943     MONUMENTED       CGS
 AW2137  HISTORY     - 1973     GOOD             NGS
 AW2137  HISTORY     - 1978     GOOD             NGS
 AW2137  HISTORY     - 1986     GOOD             NGS
 AW2137  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2137  HISTORY     - 1989     GOOD             USPSQD
 AW2137  HISTORY     - 1990     GOOD             USPSQD
 AW2137  HISTORY     - 19910316 POOR             USPSQD
 AW2137  HISTORY     - 19931204 GOOD             USPSQD
 AW2137  HISTORY     - 19950418 GOOD             HGCSD
 AW2137  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2137
 AW2137                          STATION DESCRIPTION
 AW2137
 AW2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2137'2.7 MI N FROM SUGAR LAND.
 AW2137'2.7 MILES NORTH ALONG FARM ROAD 1876 (ELDRIDGE ROAD) FROM THE JUNCTION
 AW2137'OF U.S. HIGHWAY 90 ALT. AT SUGAR LAND, AT THE SOUTHWEST CORNER OF THE
 AW2137'JUNCTON OF BELKNAP ROAD, IN THE TOP AND 0.8 FOOT SOUTH OF THE NORTH
 AW2137'END OF THE WEST CONCRETE HEADWALL OF TRIPLE CONCRETE BOX CULVERTS, 17
 AW2137'FEET WEST OF THE CENTER LINE OF THE ROAD, 52 1/2 FEET SOUTH OF THE
 AW2137'CENTER LINE OF BELKNAP ROAD, AND ABOUT LEVEL WITH THE ROAD.
 AW2137
 AW2137                          STATION RECOVERY (1978)
 AW2137
 AW2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2137'RECOVERED IN GOOD CONDITION.
 AW2137
 AW2137                          STATION RECOVERY (1986)
 AW2137
 AW2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2137'RECOVERED IN GOOD CONDITION.  NOTE--THE DISK HAS BEEN DEFACED.  A
 AW2137'RUBBING WAS TAKEN AND ALL THAT REMANES OF THE STAMPING IS Q 4 1 3.
 AW2137
 AW2137                          STATION RECOVERY (1988)
 AW2137
 AW2137'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2137'MARK NOT FOUND.
 AW2137
 AW2137                          STATION RECOVERY (1989)
 AW2137
 AW2137'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2137'RECOVERED IN GOOD CONDITION.
 AW2137
 AW2137                          STATION RECOVERY (1990)
 AW2137
 AW2137'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW2137'RECOVERED IN GOOD CONDITION.
 AW2137
 AW2137                          STATION RECOVERY (1991)
 AW2137
 AW2137'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2137'MARK RECOVERED IN POOR CONDITION.
 AW2137
 AW2137                          STATION RECOVERY (1993)
 AW2137
 AW2137'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2137'RECOVERED IN GOOD CONDITION.
 AW2137
 AW2137                          STATION RECOVERY (1995)
 AW2137
 AW2137'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW2137'RECOVERED AS DESCRIBED.
 AW2137
 AW2137                          STATION RECOVERY (2004)
 AW2137
 AW2137'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2137'NO CULVERTS AS DITCHES HAVE BEEN FILLED IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0591 ***********************************************************************
 BM0591  DESIGNATION -  Q 804
 BM0591  PID         -  BM0591
 BM0591  STATE/COUNTY-  TX/TRAVIS
 BM0591  USGS QUAD   -  AUSTIN WEST (1988)
 BM0591
 BM0591                         *CURRENT SURVEY CONTROL
 BM0591  ___________________________________________________________________
 BM0591* NAD 83(1986)-  30 16 16.     (N)    097 47 26.     (W)     SCALED    
 BM0591* NAVD 88     -       185.024  (meters)     607.03   (feet)  POSTED    
 BM0591  ___________________________________________________________________
 BM0591  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BM0591  DYNAMIC HT  -         184.770 (meters)     606.20  (feet)  COMP
 BM0591  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 BM0591
 BM0591  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BM0591
 BM0591.The horizontal coordinates were scaled from a topographic map and have
 BM0591.an estimated accuracy of +/- 6 seconds.
 BM0591
 BM0591.The orthometric height was determined by differential leveling
 BM0591.and adjusted by the National Geodetic Survey in 1992..
 BM0591.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BM0591.rate of 0.0 thru 1.0 mm/km.
 BM0591
 BM0591.The geoid height was determined by GEOID03.
 BM0591
 BM0591.The dynamic height is computed by dividing the NAVD 88
 BM0591.geopotential number by the normal gravity value computed on the
 BM0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0591.degrees latitude (g = 980.6199 gals.).
 BM0591
 BM0591.The modeled gravity was interpolated from observed gravity values.
 BM0591
 BM0591;                    North         East    Units  Estimated Accuracy
 BM0591;SPC TX C     - 3,069,800.      944,640.      MT  (+/- 180 meters Scaled)
 BM0591
 BM0591                          SUPERSEDED SURVEY CONTROL
 BM0591
 BM0591  NGVD 29 (??/??/92)  184.949  (m)          606.79   (f) ADJ UNCH    1 2
 BM0591
 BM0591.Superseded values are not recommended for survey control.
 BM0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0591.See file dsdata.txt to determine how the superseded data were derived.
 BM0591
 BM0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU163494(NAD 83)
 BM0591_MARKER: DB = BENCH MARK DISK
 BM0591_SETTING: 66 = SET IN ROCK OUTCROP
 BM0591_SP_SET: OUTCROP
 BM0591_STAMPING: Q 804 1953
 BM0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0591+STABILITY: POSITION/ELEVATION WELL
 BM0591
 BM0591  HISTORY     - Date     Condition        Report By
 BM0591  HISTORY     - 1953     MONUMENTED       CGS
 BM0591  HISTORY     - 1973     MARK NOT FOUND   NGS
 BM0591  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BM0591  HISTORY     - 19910719 MARK NOT FOUND   USPSQD
 BM0591  HISTORY     - 19980614 MARK NOT FOUND   USPSQD
 BM0591
 BM0591                          STATION DESCRIPTION
 BM0591
 BM0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0591'2.8 MI SW FROM AUSTIN.
 BM0591'2.8 MILES SOUTHWEST ALONG BARTON SPRINGS ROAD AND BEE CAVE ROAD FROM
 BM0591'ITS INTERSECTION WITH LAMAR BOULEVARD AT AUSTIN, 22 FEET NORTHEAST OF
 BM0591'THE CENTER LINE OF THE ROAD, 43 FEET EAST OF A LARGE OAK TREE, 65 FEET
 BM0591'SOUTHEAST OF A CULVERT, 3 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE
 BM0591'TOP OF A ROCK OUTCROP.
 BM0591
 BM0591                          STATION RECOVERY (1973)
 BM0591
 BM0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0591'MARK NOT FOUND.
 BM0591
 BM0591                          STATION RECOVERY (1989)
 BM0591
 BM0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDM)
 BM0591'MARK NOT FOUND.
 BM0591
 BM0591                          STATION RECOVERY (1991)
 BM0591
 BM0591'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0591'MARK NOT FOUND.
 BM0591
 BM0591                          STATION RECOVERY (1998)
 BM0591
 BM0591'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0509 ***********************************************************************
 BM0509  DESIGNATION -  Q 805
 BM0509  PID         -  BM0509
 BM0509  STATE/COUNTY-  TX/BASTROP
 BM0509  USGS QUAD   -  ELGIN EAST (1982)
 BM0509
 BM0509                         *CURRENT SURVEY CONTROL
 BM0509  ___________________________________________________________________
 BM0509* NAD 83(1986)-  30 19 37.     (N)    097 17 14.     (W)     SCALED    
 BM0509* NAVD 88     -       141.77   (+/-2cm)     465.1    (feet)  VERTCON   
 BM0509  ___________________________________________________________________
 BM0509  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0509
 BM0509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0509
 BM0509.The horizontal coordinates were scaled from a topographic map and have
 BM0509.an estimated accuracy of +/- 6 seconds.
 BM0509
 BM0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0509.The vertical order pertains to the NGVD 29 superseded value.
 BM0509
 BM0509.The geoid height was determined by GEOID03.
 BM0509
 BM0509;                    North         East    Units  Estimated Accuracy
 BM0509;SPC TX C     - 3,077,210.      992,890.      MT  (+/- 180 meters Scaled)
 BM0509
 BM0509                          SUPERSEDED SURVEY CONTROL
 BM0509
 BM0509  NGVD 29 (??/??/92)  141.697  (m)          464.88   (f) ADJ UNCH    2 0
 BM0509
 BM0509.Superseded values are not recommended for survey control.
 BM0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0509.See file dsdata.txt to determine how the superseded data were derived.
 BM0509
 BM0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU646562(NAD 83)
 BM0509_MARKER: DB = BENCH MARK DISK
 BM0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0509_STAMPING: Q 805 1953
 BM0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0509+STABILITY: SURFACE MOTION
 BM0509
 BM0509  HISTORY     - Date     Condition        Report By
 BM0509  HISTORY     - 1953     MONUMENTED       CGS
 BM0509  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 BM0509  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0509
 BM0509                          STATION DESCRIPTION
 BM0509
 BM0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0509'6.5 MI NE FROM ELGIN.
 BM0509'5.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0509'STATION AT ELGIN, THENCE 1.0 MILE NORTHEAST ALONG FARM ROAD 696,
 BM0509'THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD, 27.5 FEET NORTHWEST
 BM0509'OF THE CENTER LINE OF A GRAVELED ROAD, 68.6 FEET NORTHEAST OF THE
 BM0509'CENTER LINE OF A DIRT ROAD, 13 FEET EAST OF THE EAST EDGE OF THE
 BM0509'RUNWAY AT THE PREWITT AIRPORT, 3 FEET NORTHEAST OF A WITNESS POST, SET
 BM0509'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BM0509'GROUND.  NOTE-- THE TEXAS AND NEW ORLEANS RAILROAD IS NOW THE SOUTHERN
 BM0509'PACIFIC RAILROAD
 BM0509
 BM0509                          STATION RECOVERY (1991)
 BM0509
 BM0509'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0509'MARK NOT FOUND.
 BM0509
 BM0509                          STATION RECOVERY (1999)
 BM0509
 BM0509'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4699 ***********************************************************************
 AW4699  DESIGNATION -  Q 806
 AW4699  PID         -  AW4699
 AW4699  STATE/COUNTY-  TX/FORT BEND
 AW4699  USGS QUAD   -  RICHMOND (1980)
 AW4699
 AW4699                         *CURRENT SURVEY CONTROL
 AW4699  ___________________________________________________________________
 AW4699* NAD 83(1986)-  29 34 54.     (N)    095 48 33.     (W)     SCALED    
 AW4699* NAVD 88     -        26.18   (+/-2cm)      85.9    (feet)  VERTCON   
 AW4699  ___________________________________________________________________
 AW4699  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4699
 AW4699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4699
 AW4699.The horizontal coordinates were scaled from a topographic map and have
 AW4699.an estimated accuracy of +/- 6 seconds.
 AW4699
 AW4699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4699.The vertical order pertains to the NGVD 29 superseded value.
 AW4699
 AW4699.The geoid height was determined by GEOID03.
 AW4699
 AW4699;                    North         East    Units  Estimated Accuracy
 AW4699;SPC TXSC     - 4,197,980.      909,080.      MT  (+/- 180 meters Scaled)
 AW4699
 AW4699                          SUPERSEDED SURVEY CONTROL
 AW4699
 AW4699  NGVD 29 (??/??/92)   26.18   (m)           85.9    (f) COMPUTED    2 0
 AW4699
 AW4699.Superseded values are not recommended for survey control.
 AW4699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4699.See file dsdata.txt to determine how the superseded data were derived.
 AW4699
 AW4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN278757(NAD 83)
 AW4699_MARKER: DB = BENCH MARK DISK
 AW4699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4699_STAMPING: Q 806 1943
 AW4699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4699+STABILITY: SURFACE MOTION
 AW4699
 AW4699  HISTORY     - Date     Condition        Report By
 AW4699  HISTORY     - 1943     MONUMENTED       CGS
 AW4699  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4699
 AW4699                          STATION DESCRIPTION
 AW4699
 AW4699'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4699'1.9 MI N FROM ROSENBERG.
 AW4699'TO REACH FROM THE CITY HALL AT ROSENBERG-- PROCEED 0.3 MILE WESTERLY
 AW4699'ALONG U.S. HIGHWAY NO. 59 TO THE KATY-ROSENBERG ROAD INTERSECTION
 AW4699'LEADING NORTH, THENCE 1.6 MILES NORTHERLY TO SITE OF BENCH MARK. BENCH
 AW4699'MARK IS AT THE NORTHWEST CORNER OF A SMALL PASTURE, NEAR THE SOUTHWEST
 AW4699'CORNER OF A CULTIVATED FIELD, ABOUT 0.95 MILE NORTH OF THE NORTH END
 AW4699'OF A BRIDGE OVER BRAZOS RIVER, AND ABOUT 0.1 MILE NORTH OF A FARM
 AW4699'HOUSE.  IT IS 51.5 FEET EAST OF AND ABOUT 2.5 FEET BELOW THE
 AW4699'CENTERLINE OF ROAD, 5.2 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF
 AW4699'THE RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AW4699'POST.  MOUNMENT PROJECTS 0.5 FOOT.
 AW4699
 AW4699                          STATION RECOVERY (1993)
 AW4699
 AW4699'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0437 ***********************************************************************
 BM0437  DESIGNATION -  Q 806
 BM0437  PID         -  BM0437
 BM0437  STATE/COUNTY-  TX/BASTROP
 BM0437  USGS QUAD   -  BASTROP (1982)
 BM0437
 BM0437                         *CURRENT SURVEY CONTROL
 BM0437  ___________________________________________________________________
 BM0437* NAD 83(1986)-  30 04 04.     (N)    097 18 56.     (W)     SCALED    
 BM0437* NAVD 88     -       107.606  (meters)     353.04   (feet)  ADJUSTED  
 BM0437  ___________________________________________________________________
 BM0437  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0437  DYNAMIC HT  -         107.460 (meters)     352.56  (feet)  COMP
 BM0437  MODELED GRAV-     979,287.4   (mgal)                       NAVD 88
 BM0437
 BM0437  VERT ORDER  -  FIRST     CLASS I
 BM0437
 BM0437.The horizontal coordinates were scaled from a topographic map and have
 BM0437.an estimated accuracy of +/- 6 seconds.
 BM0437
 BM0437.The orthometric height was determined by differential leveling
 BM0437.and adjusted by the National Geodetic Survey in June 1991..
 BM0437.WARNING-Repeat measurements at this control monument indicate possible
 BM0437.vertical movement.
 BM0437
 BM0437.The geoid height was determined by GEOID03.
 BM0437
 BM0437.The dynamic height is computed by dividing the NAVD 88
 BM0437.geopotential number by the normal gravity value computed on the
 BM0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0437.degrees latitude (g = 980.6199 gals.).
 BM0437
 BM0437.The modeled gravity was interpolated from observed gravity values.
 BM0437
 BM0437;                    North         East    Units  Estimated Accuracy
 BM0437;SPC TX C     - 3,048,410.      990,940.      MT  (+/- 180 meters Scaled)
 BM0437
 BM0437                          SUPERSEDED SURVEY CONTROL
 BM0437
 BM0437  NGVD 29 (??/??/92)  107.552  (m)          352.86   (f) ADJ UNCH    1 1
 BM0437
 BM0437.Superseded values are not recommended for survey control.
 BM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0437.See file dsdata.txt to determine how the superseded data were derived.
 BM0437
 BM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU623274(NAD 83)
 BM0437_MARKER: DB = BENCH MARK DISK
 BM0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0437_STAMPING: Q 806 1953
 BM0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0437+STABILITY: SURFACE MOTION
 BM0437
 BM0437  HISTORY     - Date     Condition        Report By
 BM0437  HISTORY     - 1953     MONUMENTED       CGS
 BM0437  HISTORY     - 1973     GOOD             NGS
 BM0437  HISTORY     - 1978     GOOD             NGS
 BM0437  HISTORY     - 20040516 GOOD             USPSQD
 BM0437
 BM0437                          STATION DESCRIPTION
 BM0437
 BM0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0437'3.1 MI SE FROM BASTROP.
 BM0437'ABOUT 3.1 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0437'RAILROAD FROM THE STATION AT BASTROP, 18.5 FEET EAST OF THE 3RD
 BM0437'TELEPHONE POLE AND SOUTHEAST OF MIPOST 957, 37.0 FEET WEST OF THE
 BM0437'CENTER LINE OF A CURVE IN A GRADED DIRT ROAD, 49.5 FEET NORTHEAST OF
 BM0437'THE NORTHEAST RAIL, 8.5 FEET SOUTHEAST OF A CORNER POST, 1.1 MILES
 BM0437'SOUTHEAST OF BM P 806, 1.0 FEET NORTHEAST OF A METAL WITNESS POST AND
 BM0437'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, THE DISK IN THE TOP OF
 BM0437'A CONCRETE POST WAS PROJECTING 6-IN.
 BM0437
 BM0437                          STATION RECOVERY (1978)
 BM0437
 BM0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0437'RECOVERED IN GOOD CONDITION.
 BM0437
 BM0437                          STATION RECOVERY (2004)
 BM0437
 BM0437'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4700 ***********************************************************************
 AW4700  DESIGNATION -  Q 806 RESET
 AW4700  PID         -  AW4700
 AW4700  STATE/COUNTY-  TX/FORT BEND
 AW4700  USGS QUAD   -  RICHMOND (1980)
 AW4700
 AW4700                         *CURRENT SURVEY CONTROL
 AW4700  ___________________________________________________________________
 AW4700* NAD 83(1986)-  29 34 54.     (N)    095 48 33.     (W)     SCALED    
 AW4700* NAVD 88     -        26.287  (meters)      86.24   (feet)  ADJUSTED  
 AW4700  ___________________________________________________________________
 AW4700  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4700  DYNAMIC HT  -          26.250 (meters)      86.12  (feet)  COMP
 AW4700  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AW4700
 AW4700  VERT ORDER  -  FIRST     CLASS II
 AW4700
 AW4700.The horizontal coordinates were scaled from a topographic map and have
 AW4700.an estimated accuracy of +/- 6 seconds.
 AW4700
 AW4700.The orthometric height was determined by differential leveling
 AW4700.and adjusted by the National Geodetic Survey in June 1991..
 AW4700
 AW4700.The geoid height was determined by GEOID03.
 AW4700
 AW4700.The dynamic height is computed by dividing the NAVD 88
 AW4700.geopotential number by the normal gravity value computed on the
 AW4700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4700.degrees latitude (g = 980.6199 gals.).
 AW4700
 AW4700.The modeled gravity was interpolated from observed gravity values.
 AW4700
 AW4700;                    North         East    Units  Estimated Accuracy
 AW4700;SPC TXSC     - 4,197,980.      909,080.      MT  (+/- 180 meters Scaled)
 AW4700
 AW4700                          SUPERSEDED SURVEY CONTROL
 AW4700
 AW4700  NGVD 29 (12/23/87)   26.283  (m)           86.23   (f) ADJUSTED    1 2
 AW4700
 AW4700.Superseded values are not recommended for survey control.
 AW4700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4700.See file dsdata.txt to determine how the superseded data were derived.
 AW4700
 AW4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN278757(NAD 83)
 AW4700_MARKER: DB = BENCH MARK DISK
 AW4700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4700_SP_SET: CONCRETE POST
 AW4700_STAMPING: Q 806 RESET 1948
 AW4700_MARK LOGO: CGS   
 AW4700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4700+STABILITY: SURFACE MOTION
 AW4700
 AW4700  HISTORY     - Date     Condition        Report By
 AW4700  HISTORY     - 1948     MONUMENTED       CGS
 AW4700  HISTORY     - 1973     GOOD             NGS
 AW4700  HISTORY     - 1986     GOOD             NGS
 AW4700  HISTORY     - 1988     GOOD             USPSQD
 AW4700  HISTORY     - 1990     GOOD             USPSQD
 AW4700  HISTORY     - 19931204 GOOD             USPSQD
 AW4700  HISTORY     - 19991120 POOR             USPSQD
 AW4700
 AW4700                          STATION DESCRIPTION
 AW4700
 AW4700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4700'1.75 MI N FROM ROSENBERG.
 AW4700'0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4700'THE STATION AT ROSENBERG, THENCE 1.5 MILES NORTH ALONG FARM ROAD 723,
 AW4700'0.4 MILE NORTH OF THE JUNCTION OF AN ASPHALT ROAD EAST, 0.15 MILE
 AW4700'NORTH OF THE JUNCTION OF A DRIVEWAY EAST TO A HOUSE, 61 1/2 FEET EAST
 AW4700'OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHEAST OF A FENCE CORNER
 AW4700'POST, 3.5 FEET SOUTHEAST OF A STEEL POST BEARING A WARNING SIGN, 1.0
 AW4700'FOOT SOUTH OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 1/2 FOOT
 AW4700'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW4700'0.3 FOOT ABOVE THE GROUND.
 AW4700
 AW4700                          STATION RECOVERY (1986)
 AW4700
 AW4700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4700'RECOVERED IN GOOD CONDITION.
 AW4700
 AW4700                          STATION RECOVERY (1988)
 AW4700
 AW4700'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4700'RECOVERED IN GOOD CONDITION.
 AW4700
 AW4700                          STATION RECOVERY (1990)
 AW4700
 AW4700'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4700'RECOVERED IN GOOD CONDITION.
 AW4700
 AW4700                          STATION RECOVERY (1993)
 AW4700
 AW4700'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4700'RECOVERED IN GOOD CONDITION.
 AW4700
 AW4700                          STATION RECOVERY (1999)
 AW4700
 AW4700'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4700'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0158 ***********************************************************************
 AY0158  DESIGNATION -  Q 807
 AY0158  PID         -  AY0158
 AY0158  STATE/COUNTY-  TX/GUADALUPE
 AY0158  USGS QUAD   -  MC QUEENEY (1994)
 AY0158
 AY0158                         *CURRENT SURVEY CONTROL
 AY0158  ___________________________________________________________________
 AY0158* NAD 83(1986)-  29 31 59.     (N)    098 05 51.     (W)     SCALED    
 AY0158* NAVD 88     -       188.51   (+/-2cm)     618.5    (feet)  VERTCON   
 AY0158  ___________________________________________________________________
 AY0158  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AY0158
 AY0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0158
 AY0158.The horizontal coordinates were scaled from a topographic map and have
 AY0158.an estimated accuracy of +/- 6 seconds.
 AY0158
 AY0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0158.The vertical order pertains to the NGVD 29 superseded value.
 AY0158
 AY0158.The geoid height was determined by GEOID03.
 AY0158
 AY0158;                    North         East    Units  Estimated Accuracy
 AY0158;SPC TXSC     - 4,188,710.      687,470.      MT  (+/- 180 meters Scaled)
 AY0158
 AY0158                          SUPERSEDED SURVEY CONTROL
 AY0158
 AY0158  NGVD 29 (??/??/92)  188.421  (m)          618.18   (f) ADJ UNCH    2 0
 AY0158
 AY0158.Superseded values are not recommended for survey control.
 AY0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0158.See file dsdata.txt to determine how the superseded data were derived.
 AY0158
 AY0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT874673(NAD 83)
 AY0158_MARKER: DB = BENCH MARK DISK
 AY0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0158_SP_SET: CULVERT
 AY0158_STAMPING: Q 807 1943
 AY0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0158
 AY0158  HISTORY     - Date     Condition        Report By
 AY0158  HISTORY     - 1943     MONUMENTED       CGS
 AY0158  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0158  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0158  HISTORY     - 19990925 GOOD             USPSQD
 AY0158  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0158
 AY0158                          STATION DESCRIPTION
 AY0158
 AY0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0158'8.7 MI W FROM SEGUIN.
 AY0158'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90 AND STATE
 AY0158'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 8.7 MILES WESTERLY ALONG U. S.
 AY0158'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE
 AY0158'WEST OF A SERVICE STATION AND A COTTON GIN AT A CROSS ROAD
 AY0158'INTERSECTION, AND ABOUT 42.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY.
 AY0158'IT IS 12.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF A
 AY0158'DIRT ROAD CROSSING THE HIGHWAY, AND SET HORIZONTALLY IN THE SOUTH END
 AY0158'OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE DIRT ROAD.
 AY0158
 AY0158                          STATION RECOVERY (1989)
 AY0158
 AY0158'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0158'MARK NOT FOUND.
 AY0158
 AY0158                          STATION RECOVERY (1993)
 AY0158
 AY0158'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0158'MARK NOT FOUND.
 AY0158
 AY0158                          STATION RECOVERY (1999)
 AY0158
 AY0158'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0158'RECOVERED IN GOOD CONDITION.
 AY0158
 AY0158                          STATION RECOVERY (2003)
 AY0158
 AY0158'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0159 ***********************************************************************
 AY0159  DESIGNATION -  Q 807 RESET 1960
 AY0159  PID         -  AY0159
 AY0159  STATE/COUNTY-  TX/GUADALUPE
 AY0159  USGS QUAD   -  MC QUEENEY (1994)
 AY0159
 AY0159                         *CURRENT SURVEY CONTROL
 AY0159  ___________________________________________________________________
 AY0159* NAD 83(1986)-  29 32 05.     (N)    098 05 28.     (W)     SCALED    
 AY0159* NAVD 88     -       185.25   (+/-2cm)     607.8    (feet)  VERTCON   
 AY0159  ___________________________________________________________________
 AY0159  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AY0159
 AY0159  VERT ORDER  -  THIRD (See Below)
 AY0159
 AY0159.The horizontal coordinates were scaled from a topographic map and have
 AY0159.an estimated accuracy of +/- 6 seconds.
 AY0159
 AY0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0159.The vertical order pertains to the NGVD 29 superseded value.
 AY0159
 AY0159.The geoid height was determined by GEOID03.
 AY0159
 AY0159;                    North         East    Units  Estimated Accuracy
 AY0159;SPC TXSC     - 4,188,900.      688,090.      MT  (+/- 180 meters Scaled)
 AY0159
 AY0159                          SUPERSEDED SURVEY CONTROL
 AY0159
 AY0159  NGVD 29 (01/29/03)  185.16   (m)          607.5    (f) RESET       3  
 AY0159
 AY0159.Superseded values are not recommended for survey control.
 AY0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0159.See file dsdata.txt to determine how the superseded data were derived.
 AY0159
 AY0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT880675(NAD 83)
 AY0159_MARKER: DB = BENCH MARK DISK
 AY0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0159_SP_SET: CULVERT
 AY0159_STAMPING: Q 807 RESET 1960
 AY0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0159
 AY0159  HISTORY     - Date     Condition        Report By
 AY0159  HISTORY     - 1960     MONUMENTED       TXHD
 AY0159  HISTORY     - 1961     GOOD             NGS
 AY0159  HISTORY     - 1989     GOOD             USPSQD
 AY0159  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0159  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AY0159
 AY0159                          STATION DESCRIPTION
 AY0159
 AY0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AY0159'8.3 MI W FROM SEGUIN.
 AY0159'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 90 (I.H. 10) TO
 AY0159'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILES WEST OF A SERVICE
 AY0159'STATION AND STORE AT A CROSSROAD CALLED SCHWAB ROAD, AND ABOUT 0.35
 AY0159'MILE WEST OF SCHWAB ROAD OVERPASS.  IT IS 15 FEET SOUTH OF, AND ABOUT
 AY0159'1.5 FEET BELOW CENTERLINE OF SOUTH FRONTAGE ROAD, AND SET HORIZONTALLY
 AY0159'IN THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT EXTENDED
 AY0159'ACROSS HIGHWAY RIGHT-OF-WAY (I.H. 10 1961).
 AY0159
 AY0159                          STATION RECOVERY (1989)
 AY0159
 AY0159'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0159'RECOVERED IN GOOD CONDITION.
 AY0159
 AY0159                          STATION RECOVERY (2003)
 AY0159
 AY0159'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY0159'HIGHWAY REFLECTOR/MARKER IS CURRENTLY GLUED OVER THE LOCATION ON THE
 AY0159'CULVERT DESCRIBED
 AY0159
 AY0159                          STATION RECOVERY (2005)
 AY0159
 AY0159'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0578 ***********************************************************************
 AY0578  DESIGNATION -  Q 808
 AY0578  PID         -  AY0578
 AY0578  STATE/COUNTY-  TX/GUADALUPE
 AY0578  USGS QUAD   -  NEW BERLIN (1957)
 AY0578
 AY0578                         *CURRENT SURVEY CONTROL
 AY0578  ___________________________________________________________________
 AY0578* NAD 83(1986)-  29 24 50.     (N)    098 06 45.     (W)     SCALED    
 AY0578* NAVD 88     -       164.03   (+/-2cm)     538.2    (feet)  VERTCON   
 AY0578  ___________________________________________________________________
 AY0578  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AY0578
 AY0578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0578
 AY0578.The horizontal coordinates were scaled from a topographic map and have
 AY0578.an estimated accuracy of +/- 6 seconds.
 AY0578
 AY0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0578.The vertical order pertains to the NGVD 29 superseded value.
 AY0578
 AY0578.The geoid height was determined by GEOID03.
 AY0578
 AY0578;                    North         East    Units  Estimated Accuracy
 AY0578;SPC TXSC     - 4,175,490.      686,120.      MT  (+/- 180 meters Scaled)
 AY0578
 AY0578                          SUPERSEDED SURVEY CONTROL
 AY0578
 AY0578  NGVD 29 (??/??/92)  163.948  (m)          537.89   (f) ADJ UNCH    2 0
 AY0578
 AY0578.Superseded values are not recommended for survey control.
 AY0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0578.See file dsdata.txt to determine how the superseded data were derived.
 AY0578
 AY0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT860541(NAD 83)
 AY0578_MARKER: DB = BENCH MARK DISK
 AY0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0578_STAMPING: Q 808 1943
 AY0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0578+STABILITY: SURFACE MOTION
 AY0578
 AY0578  HISTORY     - Date     Condition        Report By
 AY0578  HISTORY     - 1943     MONUMENTED       CGS
 AY0578  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0578
 AY0578                          STATION DESCRIPTION
 AY0578
 AY0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0578'3.6 MI S FROM NEW BERLIN.
 AY0578'TO REACH FROM THE SCHOOL HOUSE AT NEW BERLIN-- PROCEED 3.6 MILES
 AY0578'SOUTHERLY ALONG THE LAVERNIA-NEW BERLIN ROAD TO SITE OF BENCH MARK.
 AY0578'BENCH MARK IS ABOUT 0.6 MILE NORTH OF A CROSS ROAD INTERSECTION, ABOUT
 AY0578'56.0 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM POWER POLE NO. 9-267,
 AY0578'AND 28.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD.
 AY0578'IT IS 18.0 FEET SOUTH OF A FENCE CORNER, 12.0 FEET SOUTH OF THE
 AY0578'CENTERLINE OF AN IRON GATE AND THE NEAREST OF TWO FARM ROADS LEADING
 AY0578'WEST, 2.0 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 5.0 FEET NORTH OF A
 AY0578'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT. A STANDARD
 AY0578'DISK, STAMPED Q 808 1943 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 AY0578'BENCH MARK IS ALSO 4.8 MILES NORTH OF LAVERNIA.
 AY0578
 AY0578                          STATION RECOVERY (1988)
 AY0578
 AY0578'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0298 ***********************************************************************
 AY0298  DESIGNATION -  Q 809
 AY0298  PID         -  AY0298
 AY0298  STATE/COUNTY-  TX/BEXAR
 AY0298  USGS QUAD   -  SOUTHTON (1992)
 AY0298
 AY0298                         *CURRENT SURVEY CONTROL
 AY0298  ___________________________________________________________________
 AY0298* NAD 83(1986)-  29 20 20.     (N)    098 28 04.     (W)     SCALED    
 AY0298* NAVD 88     -       173.816  (meters)     570.26   (feet)  ADJUSTED  
 AY0298  ___________________________________________________________________
 AY0298  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AY0298  DYNAMIC HT  -         173.564 (meters)     569.43  (feet)  COMP
 AY0298  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AY0298
 AY0298  VERT ORDER  -  FIRST     CLASS II
 AY0298
 AY0298.This mark is at Stinson Muni (SSF) Airport (SSF)
 AY0298
 AY0298.The horizontal coordinates were scaled from a topographic map and have
 AY0298.an estimated accuracy of +/- 6 seconds.
 AY0298
 AY0298.The orthometric height was determined by differential leveling
 AY0298.and adjusted by the National Geodetic Survey in June 1991..
 AY0298
 AY0298.The geoid height was determined by GEOID03.
 AY0298
 AY0298.The dynamic height is computed by dividing the NAVD 88
 AY0298.geopotential number by the normal gravity value computed on the
 AY0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0298.degrees latitude (g = 980.6199 gals.).
 AY0298
 AY0298.The modeled gravity was interpolated from observed gravity values.
 AY0298
 AY0298;                    North         East    Units  Estimated Accuracy
 AY0298;SPC TXSC     - 4,166,970.      651,680.      MT  (+/- 180 meters Scaled)
 AY0298
 AY0298                          SUPERSEDED SURVEY CONTROL
 AY0298
 AY0298.No superseded survey control is available for this station.
 AY0298
 AY0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT516456(NAD 83)
 AY0298_MARKER: DB = BENCH MARK DISK
 AY0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0298_SP_SET: BUILDING
 AY0298_STAMPING: Q 809 1943
 AY0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0298
 AY0298  HISTORY     - Date     Condition        Report By
 AY0298  HISTORY     - 1943     MONUMENTED       CGS
 AY0298  HISTORY     - 1946     GOOD             NGS
 AY0298  HISTORY     - 1970     GOOD             NGS
 AY0298  HISTORY     - 1980     GOOD             NGS
 AY0298  HISTORY     - 1980     GOOD             LOCSUR
 AY0298  HISTORY     - 19950626 GOOD             USPSQD
 AY0298
 AY0298                          STATION DESCRIPTION
 AY0298
 AY0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0298'6.5 MI SW FROM SAN ANTONIO.
 AY0298'4.8 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0298'STATION AT SAN ANTONIO, THENCE, 0.6 MILE WEST ALONG MILITARY HIGHWAY,
 AY0298'THENCE, 1.1 MILES SOUTH ALONG A TAR ROAD LEADING TO STINSON FIELD, AT
 AY0298'THE ADMINISTRATION BUILDING AT STINSON FIELD, SET VERTICALLY IN THE
 AY0298'EAST WALL OF THE BUILDING, 7.3 FEET SOUTH OF THE EAST ENTRANCE TO THE
 AY0298'STONE BUILDING, 3.3 FEET ABOVE THE GROUND.
 AY0298
 AY0298                          STATION RECOVERY (1970)
 AY0298
 AY0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AY0298'RECOVERED IN GOOD CONDITION.
 AY0298
 AY0298                          STATION RECOVERY (1980)
 AY0298
 AY0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0298'RECOVERED IN GOOD CONDITION.
 AY0298
 AY0298                          STATION RECOVERY (1980)
 AY0298
 AY0298'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AY0298'RECOVERED IN GOOD CONDITION.
 AY0298
 AY0298                          STATION RECOVERY (1995)
 AY0298
 AY0298'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0127 ***********************************************************************
 BN0127  DESIGNATION -  Q 81
 BN0127  PID         -  BN0127
 BN0127  STATE/COUNTY-  TX/GILLESPIE
 BN0127  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0127
 BN0127                         *CURRENT SURVEY CONTROL
 BN0127  ___________________________________________________________________
 BN0127* NAD 83(1986)-  30 15 22.     (N)    098 51 54.     (W)     SCALED    
 BN0127* NAVD 88     -       508.920  (meters)    1669.68   (feet)  ADJUSTED  
 BN0127  ___________________________________________________________________
 BN0127  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BN0127  DYNAMIC HT  -         508.208 (meters)    1667.35  (feet)  COMP
 BN0127  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 BN0127
 BN0127  VERT ORDER  -  FIRST     CLASS II
 BN0127
 BN0127.The horizontal coordinates were scaled from a topographic map and have
 BN0127.an estimated accuracy of +/- 6 seconds.
 BN0127
 BN0127.The orthometric height was determined by differential leveling
 BN0127.and adjusted by the National Geodetic Survey in June 1991..
 BN0127
 BN0127.The geoid height was determined by GEOID03.
 BN0127
 BN0127.The dynamic height is computed by dividing the NAVD 88
 BN0127.geopotential number by the normal gravity value computed on the
 BN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0127.degrees latitude (g = 980.6199 gals.).
 BN0127
 BN0127.The modeled gravity was interpolated from observed gravity values.
 BN0127
 BN0127;                    North         East    Units  Estimated Accuracy
 BN0127;SPC TX C     - 3,066,280.      841,300.      MT  (+/- 180 meters Scaled)
 BN0127
 BN0127                          SUPERSEDED SURVEY CONTROL
 BN0127
 BN0127  NGVD 29 (??/??/92)  508.857  (m)         1669.47   (f) ADJ UNCH    1 2
 BN0127
 BN0127.Superseded values are not recommended for survey control.
 BN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0127.See file dsdata.txt to determine how the superseded data were derived.
 BN0127
 BN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU129471(NAD 83)
 BN0127_MARKER: DB = BENCH MARK DISK
 BN0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0127_STAMPING: Q 81 1931
 BN0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0127+STABILITY: SURFACE MOTION
 BN0127
 BN0127  HISTORY     - Date     Condition        Report By
 BN0127  HISTORY     - 1931     MONUMENTED       CGS
 BN0127  HISTORY     - 1953     GOOD             NGS
 BN0127  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0127  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0127  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0127  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0127
 BN0127                          STATION DESCRIPTION
 BN0127
 BN0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0127'1.5 MI SE FROM FREDERICKSBURG.
 BN0127'1.1 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH U.S.
 BN0127'HIGHWAY 290 AT FREDERICKSBURG, THENCE 0.4 MILE EAST ALONG AN OILED
 BN0127'ROAD, AT THE CROSSING OF AN ABANDONED RAILROAD GRADE, 83 FEET NORTH OF
 BN0127'THE CENTER LINE OF AN EAST AND WEST ROAD, 25 FEET WEST OF THE CENTER
 BN0127'LINE OF A ROAD LEADING NORTH, 26 FEET NORTHEAST OF THE CENTER LINE OF
 BN0127'THE OLD RAILROAD GRADE, 2 FEET NORTH OF A WITNESS POST, 3 FEET WEST OF
 BN0127'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 BN0127'ABOVE THE GROUND.
 BN0127
 BN0127                          STATION RECOVERY (1967)
 BN0127
 BN0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0127'MARK NOT FOUND.
 BN0127
 BN0127                          STATION RECOVERY (1982)
 BN0127
 BN0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0127'SEARCHED FOR BUT NOT RECOVERED, OLD RAILROAD GRADE LOCATION IS IN A
 BN0127'PLOWED FIELD.
 BN0127
 BN0127                          STATION RECOVERY (1993)
 BN0127
 BN0127'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0127'MARK NOT FOUND.
 BN0127
 BN0127                          STATION RECOVERY (1996)
 BN0127
 BN0127'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4272 ***********************************************************************
 AW4272  DESIGNATION -  Q 810
 AW4272  PID         -  AW4272
 AW4272  STATE/COUNTY-  TX/FORT BEND
 AW4272  USGS QUAD   -  BOLING (1980)
 AW4272
 AW4272                         *CURRENT SURVEY CONTROL
 AW4272  ___________________________________________________________________
 AW4272* NAD 83(1986)-  29 19 21.     (N)    095 55 02.     (W)     SCALED    
 AW4272* NAVD 88     -        21.96   (+/-2cm)      72.0    (feet)  VERTCON   
 AW4272  ___________________________________________________________________
 AW4272  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW4272
 AW4272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4272
 AW4272.The horizontal coordinates were scaled from a topographic map and have
 AW4272.an estimated accuracy of +/- 6 seconds.
 AW4272
 AW4272.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4272.The vertical order pertains to the NGVD 29 superseded value.
 AW4272
 AW4272.The geoid height was determined by GEOID03.
 AW4272
 AW4272;                    North         East    Units  Estimated Accuracy
 AW4272;SPC TXSC     - 4,168,990.      899,370.      MT  (+/- 180 meters Scaled)
 AW4272
 AW4272                          SUPERSEDED SURVEY CONTROL
 AW4272
 AW4272  NGVD 29 (??/??/92)   21.965  (m)           72.06   (f) ADJ UNCH    2 0
 AW4272
 AW4272.Superseded values are not recommended for survey control.
 AW4272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4272.See file dsdata.txt to determine how the superseded data were derived.
 AW4272
 AW4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN166472(NAD 83)
 AW4272_MARKER: DB = BENCH MARK DISK
 AW4272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4272_STAMPING: Q 810 1943
 AW4272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4272+STABILITY: SURFACE MOTION
 AW4272
 AW4272  HISTORY     - Date     Condition        Report By
 AW4272  HISTORY     - 1943     MONUMENTED       CGS
 AW4272  HISTORY     - 1953     MARK NOT FOUND   USGS
 AW4272  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4272  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4272
 AW4272                          STATION DESCRIPTION
 AW4272
 AW4272'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4272'8.3 MI SW FROM NEEDVILLE.
 AW4272'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 3.5 MILES
 AW4272'SOUTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS
 AW4272'ROAD (A POINT CALLED FOUR CORNERS OR MARLOW STORE), THENCE 0.7 MILE
 AW4272'NORTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AW4272'LEADING SOUTHWEST, THENCE 2.2 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO
 AW4272'THE END OF THE ROAD AND THE BEGINNING OF A DIRT TRACK ROAD, THENCE 1.9
 AW4272'MILE SOUTHERLY ALONG A DIRT TRACK ROAD TO THE NORTH BANK OF THE SAN
 AW4272'BERNARD RIVER AND SITE OF BENCH MARK.  BENCH MARK IS ON THE NORTH BANK
 AW4272'OF THE SAN BERNARD RIVER.  IT IS 48.2 FEET EAST OF A TRIANGULAR BLASE
 AW4272'ON A 2.5 FOOT OAK TREE, 33.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AW4272'ELEVATION AS THE CENTERLINE OF THE ROAD, 17.6 FEET NORTH OF A
 AW4272'TRIANGULAR BLASE ON A 1.0 FOOT HACKBERRY TREE THAT IS STANDING ON THE
 AW4272'SOUTH EDGE OF THE NORTH BANK OF THE SAN BERNARD RIVER.  MONUMENT IS
 AW4272'2.1 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3
 AW4272'FOOT ABOVE THE GROUND.
 AW4272
 AW4272                          STATION RECOVERY (1953)
 AW4272
 AW4272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AW4272'MARK NOT FOUND.
 AW4272
 AW4272                          STATION RECOVERY (1995)
 AW4272
 AW4272'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4272'MARK NOT FOUND.
 AW4272
 AW4272                          STATION RECOVERY (1998)
 AW4272
 AW4272'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0092 ***********************************************************************
 AX0092  DESIGNATION -  Q 812
 AX0092  PID         -  AX0092
 AX0092  STATE/COUNTY-  TX/WHARTON
 AX0092  USGS QUAD   -  LISSIE (1981)
 AX0092
 AX0092                         *CURRENT SURVEY CONTROL
 AX0092  ___________________________________________________________________
 AX0092* NAD 83(1986)-  29 32 07.     (N)    096 08 04.     (W)     SCALED    
 AX0092* NAVD 88     -        38.36   (+/-2cm)     125.9    (feet)  VERTCON   
 AX0092  ___________________________________________________________________
 AX0092  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0092
 AX0092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0092
 AX0092.The horizontal coordinates were scaled from a topographic map and have
 AX0092.an estimated accuracy of +/- 6 seconds.
 AX0092
 AX0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0092.The vertical order pertains to the NGVD 29 superseded value.
 AX0092
 AX0092.The geoid height was determined by GEOID03.
 AX0092
 AX0092;                    North         East    Units  Estimated Accuracy
 AX0092;SPC TXSC     - 4,192,020.      877,700.      MT  (+/- 180 meters Scaled)
 AX0092
 AX0092                          SUPERSEDED SURVEY CONTROL
 AX0092
 AX0092  NGVD 29 (??/??/92)   38.35   (m)          125.8    (f) COMPUTED    2 0
 AX0092
 AX0092.Superseded values are not recommended for survey control.
 AX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0092.See file dsdata.txt to determine how the superseded data were derived.
 AX0092
 AX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT777707(NAD 83)
 AX0092_MARKER: DB = BENCH MARK DISK
 AX0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0092_STAMPING: Q 812 1943
 AX0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0092+STABILITY: SURFACE MOTION
 AX0092
 AX0092  HISTORY     - Date     Condition        Report By
 AX0092  HISTORY     - 1943     MONUMENTED       CGS
 AX0092  HISTORY     - 1959     GOOD             NGS
 AX0092  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0092
 AX0092                          STATION DESCRIPTION
 AX0092
 AX0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX0092'4.2 MI W FROM EAST BERNARD.
 AX0092'4.2 MILES WEST ALONG U.S. HIGHWAY 90 A FROM THE TEXAS AND NEW ORLEANS
 AX0092'RAILROAD STATION AT EAST BERNARD, WHARTON COUNTY, BETWEEN THE HIGHWAY
 AX0092'AND THE TRACK, TWO POLES EAST OF MILEPOST 56, 15.4 FEET NORTHEAST OF
 AX0092'THE SECOND POLE EAST OF THE MILEPOST, 64.9 FEET NORTH OF THE
 AX0092'CENTERLINE OF THE HIGHWAY, 35.3 FEET SOUTH OF THE CENTERLINE OF THE
 AX0092'TRACK, 2.2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2
 AX0092'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 812 1943 AND
 AX0092'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AX0092
 AX0092                          STATION RECOVERY (1991)
 AX0092
 AX0092'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0110 ***********************************************************************
 AX0110  DESIGNATION -  Q 813 RESET 1954
 AX0110  PID         -  AX0110
 AX0110  STATE/COUNTY-  TX/WHARTON
 AX0110  USGS QUAD   -  EAST BERNARD (1980)
 AX0110
 AX0110                         *CURRENT SURVEY CONTROL
 AX0110  ___________________________________________________________________
 AX0110* NAD 83(1986)-  29 32 31.     (N)    096 04 32.     (W)     SCALED    
 AX0110* NAVD 88     -        37.39   (+/-2cm)     122.7    (feet)  VERTCON   
 AX0110  ___________________________________________________________________
 AX0110  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0110
 AX0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0110
 AX0110.The horizontal coordinates were scaled from a topographic map and have
 AX0110.an estimated accuracy of +/- 6 seconds.
 AX0110
 AX0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0110.The vertical order pertains to the NGVD 29 superseded value.
 AX0110
 AX0110.The geoid height was determined by GEOID03.
 AX0110
 AX0110;                    North         East    Units  Estimated Accuracy
 AX0110;SPC TXSC     - 4,192,900.      883,390.      MT  (+/- 180 meters Scaled)
 AX0110
 AX0110                          SUPERSEDED SURVEY CONTROL
 AX0110
 AX0110  NGVD 29 (??/??/92)   37.386  (m)          122.66   (f) ADJ UNCH    2 0
 AX0110
 AX0110.Superseded values are not recommended for survey control.
 AX0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0110.See file dsdata.txt to determine how the superseded data were derived.
 AX0110
 AX0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT834715(NAD 83)
 AX0110_MARKER: DB = BENCH MARK DISK
 AX0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0110_STAMPING: Q 813 1943 RESET 1954
 AX0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0110+STABILITY: SURFACE MOTION
 AX0110
 AX0110  HISTORY     - Date     Condition        Report By
 AX0110  HISTORY     - 1954     MONUMENTED       CGS
 AX0110  HISTORY     - 1960     POOR             USGS
 AX0110  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0110
 AX0110                          STATION DESCRIPTION
 AX0110
 AX0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0110'0.8 MI N FROM EAST BERNARD.
 AX0110'0.8 MILE NORTH ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 AX0110'HIGHWAY 90 A AT EAST BERNARD, 52 FEET WEST OF THE CENTER LINE OF THE
 AX0110'HIGHWAY 42 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 AX0110'EAST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AX0110'GROUND.  NOTE-- JANUARY 1960 (USGS) REPORT-- SOIL HAS ERODED AWAY FROM
 AX0110'MOMUMENT POST, LEAVING THE BENCH MARK TITLED AT AN ANGLE.
 AX0110
 AX0110                          STATION RECOVERY (1960)
 AX0110
 AX0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AX0110'MARK RECOVERED IN POOR CONDITION.
 AX0110
 AX0110                          STATION RECOVERY (1991)
 AX0110
 AX0110'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0119 ***********************************************************************
 AX0119  DESIGNATION -  Q 814 RESET 1954
 AX0119  PID         -  AX0119
 AX0119  STATE/COUNTY-  TX/WHARTON
 AX0119  USGS QUAD   -  EAGLE LAKE (1981)
 AX0119
 AX0119                         *CURRENT SURVEY CONTROL
 AX0119  ___________________________________________________________________
 AX0119* NAD 83(1986)-  29 31 22.     (N)    096 15 06.     (W)     SCALED    
 AX0119* NAVD 88     -        47.84   (+/-2cm)     157.0    (feet)  VERTCON   
 AX0119  ___________________________________________________________________
 AX0119  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0119
 AX0119  VERT ORDER  -  THIRD (See Below)
 AX0119
 AX0119.The horizontal coordinates were scaled from a topographic map and have
 AX0119.an estimated accuracy of +/- 6 seconds.
 AX0119
 AX0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0119.The vertical order pertains to the NGVD 29 superseded value.
 AX0119
 AX0119.The geoid height was determined by GEOID03.
 AX0119
 AX0119;                    North         East    Units  Estimated Accuracy
 AX0119;SPC TXSC     - 4,190,370.      866,380.      MT  (+/- 180 meters Scaled)
 AX0119
 AX0119                          SUPERSEDED SURVEY CONTROL
 AX0119
 AX0119  NGVD 29 (??/??/??)   47.83   (m)          156.9    (f) RESET       3  
 AX0119
 AX0119.Superseded values are not recommended for survey control.
 AX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0119.See file dsdata.txt to determine how the superseded data were derived.
 AX0119
 AX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT663690(NAD 83)
 AX0119_MARKER: DB = BENCH MARK DISK
 AX0119_SETTING: 0 = UNSPECIFIED SETTING
 AX0119_STAMPING: Q 814 RESET 1954
 AX0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0119
 AX0119  HISTORY     - Date     Condition        Report By
 AX0119  HISTORY     - 1954     MONUMENTED       LOCENG
 AX0119  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0119
 AX0119                          STATION DESCRIPTION
 AX0119
 AX0119'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 AX0119'3.4 MI SW FROM LISSIE.
 AX0119'3.4 MILES SOUTHWEST OF LISSIE, WHARTON COUNTY, FROM THE TEXAS AND NEW
 AX0119'ORLEANS RAILROAD STATION, 0.3 MILE EAST ALONG U.S. HIGHWAY 90 A, 3.1
 AX0119'MILES SOUTHWEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A PRIVATE DIRT
 AX0119'ROAD LEADING SOUTHEAST, 34.8 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AX0119'GRAVEL ROAD, 1.1 FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, AT
 AX0119'A CONCRETE AND STEEL CATTLE GUARD ACROSS THE DIRT ROAD, IN THE
 AX0119'SOUTHEAST END OF THE SOUTHWEST HEADWALL, AND 0.3 LOWER THAN THE ROAD.
 AX0119'A STANDARD DISK, STAMPED Q 814 RESET 1954.
 AX0119
 AX0119                          STATION RECOVERY (1991)
 AX0119
 AX0119'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0157 ***********************************************************************
 AX0157  DESIGNATION -  Q 815
 AX0157  PID         -  AX0157
 AX0157  STATE/COUNTY-  TX/AUSTIN
 AX0157  USGS QUAD   -  CAT SPRING (1981)
 AX0157
 AX0157                         *CURRENT SURVEY CONTROL
 AX0157  ___________________________________________________________________
 AX0157* NAD 83(1986)-  29 50 03.     (N)    096 19 48.     (W)     SCALED    
 AX0157* NAVD 88     -        88.02   (+/-2cm)     288.8    (feet)  VERTCON   
 AX0157  ___________________________________________________________________
 AX0157  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0157
 AX0157  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX0157
 AX0157.The horizontal coordinates were scaled from a topographic map and have
 AX0157.an estimated accuracy of +/- 6 seconds.
 AX0157
 AX0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0157.The vertical order pertains to the NGVD 29 superseded value.
 AX0157
 AX0157.The geoid height was determined by GEOID03.
 AX0157
 AX0157;                    North         East    Units  Estimated Accuracy
 AX0157;SPC TXSC     - 4,224,690.      858,000.      MT  (+/- 180 meters Scaled)
 AX0157
 AX0157                          SUPERSEDED SURVEY CONTROL
 AX0157
 AX0157  NGVD 29 (??/??/92)   87.994  (m)          288.69   (f) ADJ UNCH    1 1
 AX0157
 AX0157.Superseded values are not recommended for survey control.
 AX0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0157.See file dsdata.txt to determine how the superseded data were derived.
 AX0157
 AX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU579034(NAD 83)
 AX0157_MARKER: DB = BENCH MARK DISK
 AX0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0157_STAMPING: Q 815 1943
 AX0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0157+STABILITY: SURFACE MOTION
 AX0157
 AX0157  HISTORY     - Date     Condition        Report By
 AX0157  HISTORY     - 1943     MONUMENTED       CGS
 AX0157  HISTORY     - 1963     GOOD             USGS
 AX0157  HISTORY     - 1978     GOOD             NGS
 AX0157  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0157  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0157
 AX0157                          STATION DESCRIPTION
 AX0157
 AX0157'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX0157'0.95 MI SW FROM CAT SPRINGS.
 AX0157'CAT SPRINGS, 0.95 MILE SOUTHWEST ALONG FARM ROAD 1088 FROM THE POST
 AX0157'OFFICE, AT.  700 FT. EAST OF HIGHWAY AT FENCE EAST, 174 FEET SOUTH OF
 AX0157'A DRAIN, 22 FEET EAST CENTER LINE OF OLD ROAD GRADE, AT SW EDGE OF A
 AX0157'LONE BUSH, A STANDARD DISK, STAMPED Q 815 1943, AND SET IN THE TOP OF
 AX0157'A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 AX0157
 AX0157                          STATION RECOVERY (1978)
 AX0157
 AX0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0157'RECOVERED IN GOOD CONDITION.
 AX0157
 AX0157                          STATION RECOVERY (1987)
 AX0157
 AX0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0157'NOT RECOVERED.
 AX0157
 AX0157                          STATION RECOVERY (1999)
 AX0157
 AX0157'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0189 ***********************************************************************
 AX0189  DESIGNATION -  Q 816 RESET 1964
 AX0189  PID         -  AX0189
 AX0189  STATE/COUNTY-  TX/COLORADO
 AX0189  USGS QUAD   -  CAT SPRING (1981)
 AX0189
 AX0189                         *CURRENT SURVEY CONTROL
 AX0189  ___________________________________________________________________
 AX0189* NAD 83(1986)-  29 45 02.     (N)    096 21 41.     (W)     SCALED    
 AX0189* NAVD 88     -        73.69   (+/-2cm)     241.8    (feet)  VERTCON   
 AX0189  ___________________________________________________________________
 AX0189  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX0189
 AX0189  VERT ORDER  -  THIRD (See Below)
 AX0189
 AX0189.The horizontal coordinates were scaled from a topographic map and have
 AX0189.an estimated accuracy of +/- 6 seconds.
 AX0189
 AX0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0189.The vertical order pertains to the NGVD 29 superseded value.
 AX0189
 AX0189.The geoid height was determined by GEOID03.
 AX0189
 AX0189;                    North         East    Units  Estimated Accuracy
 AX0189;SPC TXSC     - 4,215,360.      855,170.      MT  (+/- 180 meters Scaled)
 AX0189
 AX0189                          SUPERSEDED SURVEY CONTROL
 AX0189
 AX0189  NGVD 29 (??/??/??)   73.66   (m)          241.7    (f) RESET       3  
 AX0189
 AX0189.Superseded values are not recommended for survey control.
 AX0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0189.See file dsdata.txt to determine how the superseded data were derived.
 AX0189
 AX0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT551940(NAD 83)
 AX0189_MARKER: DB = BENCH MARK DISK
 AX0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0189_STAMPING: Q 816 RESET 1964
 AX0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0189+STABILITY: SURFACE MOTION
 AX0189
 AX0189  HISTORY     - Date     Condition        Report By
 AX0189  HISTORY     - 1964     MONUMENTED       CGS
 AX0189  HISTORY     - 19910608 GOOD             USPSQD
 AX0189
 AX0189                          STATION DESCRIPTION
 AX0189
 AX0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AX0189'2.6 MI E FROM BERNARDO.
 AX0189'TO REACH FROM THE CROSSROADS IN BERNARDO, GO EAST-SOUTHEASTERLY ALONG
 AX0189'A BLACK TOP ROAD FOR 1.0 MILE, THENCE 1.6 MILES, NORTH-EASTERLY ALONG
 AX0189'A BLACK TOP ROAD TO BENCH MARK ON THE LEFT, 30 FEET NORTHWEST OF THE
 AX0189'CENTERLINE OF ROAD, 140 FEET NORTHEAST OF THE CENTER OF A BRIDGE, 24
 AX0189'FEET EAST OF A POWER LINE POLE, AND 1 FOOT NORTH OF A METAL WITNESS
 AX0189'POST.  A STANDARD DISK SET IN A 12X12 IN. CONCRETE POST WHICH PROJECTS
 AX0189'4 INCHES ABOVE THE GROUND.
 AX0189
 AX0189                          STATION RECOVERY (1991)
 AX0189
 AX0189'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1177 ***********************************************************************
 AX1177  DESIGNATION -  Q 817
 AX1177  PID         -  AX1177
 AX1177  STATE/COUNTY-  TX/COLORADO
 AX1177  USGS QUAD   -  FRELSBURG (1981)
 AX1177
 AX1177                         *CURRENT SURVEY CONTROL
 AX1177  ___________________________________________________________________
 AX1177* NAD 83(1986)-  29 48 29.     (N)    096 32 03.     (W)     SCALED    
 AX1177* NAVD 88     -        94.59   (+/-2cm)     310.3    (feet)  VERTCON   
 AX1177  ___________________________________________________________________
 AX1177  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1177
 AX1177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1177
 AX1177.The horizontal coordinates were scaled from a topographic map and have
 AX1177.an estimated accuracy of +/- 6 seconds.
 AX1177
 AX1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1177.The vertical order pertains to the NGVD 29 superseded value.
 AX1177
 AX1177.The geoid height was determined by GEOID03.
 AX1177
 AX1177;                    North         East    Units  Estimated Accuracy
 AX1177;SPC TXSC     - 4,221,370.      838,330.      MT  (+/- 180 meters Scaled)
 AX1177
 AX1177                          SUPERSEDED SURVEY CONTROL
 AX1177
 AX1177  NGVD 29 (??/??/92)   94.561  (m)          310.24   (f) ADJ UNCH    2 0
 AX1177
 AX1177.Superseded values are not recommended for survey control.
 AX1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1177.See file dsdata.txt to determine how the superseded data were derived.
 AX1177
 AX1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU383000(NAD 83)
 AX1177_MARKER: DB = BENCH MARK DISK
 AX1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1177_STAMPING: Q 817 1943
 AX1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1177+STABILITY: SURFACE MOTION
 AX1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1177+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1177
 AX1177  HISTORY     - Date     Condition        Report By
 AX1177  HISTORY     - 1943     MONUMENTED       CGS
 AX1177  HISTORY     - 1987     GOOD             USPSQD
 AX1177  HISTORY     - 1987     GOOD             USPSQD
 AX1177  HISTORY     - 20041026 GOOD             USPSQD
 AX1177  HISTORY     - 20051106 GOOD             USPSQD
 AX1177
 AX1177                          STATION DESCRIPTION
 AX1177
 AX1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1177'4.5 MI S FROM FRELSBURG.
 AX1177'4.5 MILES SOUTH ALONG A PAVED ROAD FROM THE FOUR CORNERS AT FRELSBURG,
 AX1177'40 FEET EAST OF THE CENTERLINE OF THE ROAD, 15.5 FEET NORTH OF REA
 AX1177'CO-OP POLE A-138, 0.6 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE, 2.3
 AX1177'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 AX1177'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 AX1177'ABOVE GROUND.
 AX1177
 AX1177                          STATION RECOVERY (1987)
 AX1177
 AX1177'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBB)
 AX1177'RECOVERED IN GOOD CONDITION.
 AX1177
 AX1177                          STATION RECOVERY (1987)
 AX1177
 AX1177'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1177'RECOVERED IN GOOD CONDITION.
 AX1177
 AX1177                          STATION RECOVERY (2004)
 AX1177
 AX1177'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1177'RECOVERED IN GOOD CONDITION.
 AX1177
 AX1177                          STATION RECOVERY (2005)
 AX1177
 AX1177'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1177'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1109 ***********************************************************************
 AX1109  DESIGNATION -  Q 818
 AX1109  PID         -  AX1109
 AX1109  STATE/COUNTY-  TX/COLORADO
 AX1109  USGS QUAD   -  BORDEN (1981)
 AX1109
 AX1109                         *CURRENT SURVEY CONTROL
 AX1109  ___________________________________________________________________
 AX1109* NAD 83(1986)-  29 41 33.     (N)    096 38 44.     (W)     SCALED    
 AX1109* NAVD 88     -        84.58   (+/-2cm)     277.5    (feet)  VERTCON   
 AX1109  ___________________________________________________________________
 AX1109  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1109
 AX1109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1109
 AX1109.The horizontal coordinates were scaled from a topographic map and have
 AX1109.an estimated accuracy of +/- 6 seconds.
 AX1109
 AX1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1109.The vertical order pertains to the NGVD 29 superseded value.
 AX1109
 AX1109.The geoid height was determined by GEOID03.
 AX1109
 AX1109;                    North         East    Units  Estimated Accuracy
 AX1109;SPC TXSC     - 4,208,340.      827,830.      MT  (+/- 180 meters Scaled)
 AX1109
 AX1109                          SUPERSEDED SURVEY CONTROL
 AX1109
 AX1109  NGVD 29 (??/??/92)   84.552  (m)          277.40   (f) ADJ UNCH    2 0
 AX1109
 AX1109.Superseded values are not recommended for survey control.
 AX1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1109.See file dsdata.txt to determine how the superseded data were derived.
 AX1109
 AX1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT278870(NAD 83)
 AX1109_MARKER: DB = BENCH MARK DISK
 AX1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1109_SP_SET: CULVERT
 AX1109_STAMPING: Q 818 1943
 AX1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1109+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1109
 AX1109  HISTORY     - Date     Condition        Report By
 AX1109  HISTORY     - 1943     MONUMENTED       CGS
 AX1109  HISTORY     - 1987     GOOD             USPSQD
 AX1109  HISTORY     - 1987     GOOD             USPSQD
 AX1109  HISTORY     - 19970608 GOOD             USPSQD
 AX1109  HISTORY     - 20020727 GOOD             USPSQD
 AX1109  HISTORY     - 20040318 GOOD             USPSQD
 AX1109  HISTORY     - 20050318 GOOD             USPSQD
 AX1109
 AX1109                          STATION DESCRIPTION
 AX1109
 AX1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1109'3.75 MI W FROM GLIDDEN.
 AX1109'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1109'STATION AT GLIDDEN, PROCEED 3.75 MILES WESTERLY ALONG U.S. HIGHWAY NO.
 AX1109'90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1109'HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 3X3
 AX1109'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 35.8 FEET SOUTH OF
 AX1109'AND ABOUT 2.5 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 AX1109
 AX1109                          STATION RECOVERY (1987)
 AX1109
 AX1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1109'RECOVERED IN GOOD CONDITION.
 AX1109
 AX1109                          STATION RECOVERY (1987)
 AX1109
 AX1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1109'RECOVERED IN GOOD CONDITION.
 AX1109
 AX1109                          STATION RECOVERY (1997)
 AX1109
 AX1109'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1109'RECOVERED IN GOOD CONDITION.
 AX1109
 AX1109                          STATION RECOVERY (2002)
 AX1109
 AX1109'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1109'RECOVERED IN GOOD CONDITION.
 AX1109
 AX1109                          STATION RECOVERY (2004)
 AX1109
 AX1109'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1109'RECOVERED IN GOOD CONDITION.
 AX1109
 AX1109                          STATION RECOVERY (2005)
 AX1109
 AX1109'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1079 ***********************************************************************
 AX1079  DESIGNATION -  Q 819
 AX1079  PID         -  AX1079
 AX1079  STATE/COUNTY-  TX/FAYETTE
 AX1079  USGS QUAD   -  SCHULENBURG (1981)
 AX1079
 AX1079                         *CURRENT SURVEY CONTROL
 AX1079  ___________________________________________________________________
 AX1079* NAD 83(1986)-  29 41 03.     (N)    096 59 05.     (W)     SCALED    
 AX1079* NAVD 88     -       114.77   (+/-2cm)     376.5    (feet)  VERTCON   
 AX1079  ___________________________________________________________________
 AX1079  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX1079
 AX1079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1079
 AX1079.The horizontal coordinates were scaled from a topographic map and have
 AX1079.an estimated accuracy of +/- 6 seconds.
 AX1079
 AX1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1079.The vertical order pertains to the NGVD 29 superseded value.
 AX1079
 AX1079.The geoid height was determined by GEOID03.
 AX1079
 AX1079;                    North         East    Units  Estimated Accuracy
 AX1079;SPC TXSC     - 4,206,800.      795,030.      MT  (+/- 180 meters Scaled)
 AX1079
 AX1079                          SUPERSEDED SURVEY CONTROL
 AX1079
 AX1079  NGVD 29 (??/??/92)  114.733  (m)          376.42   (f) ADJ UNCH    2 0
 AX1079
 AX1079.Superseded values are not recommended for survey control.
 AX1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1079.See file dsdata.txt to determine how the superseded data were derived.
 AX1079
 AX1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT950854(NAD 83)
 AX1079_MARKER: DB = BENCH MARK DISK
 AX1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1079_SP_SET: CULVERT
 AX1079_STAMPING: Q 819 1943
 AX1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1079+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1079
 AX1079  HISTORY     - Date     Condition        Report By
 AX1079  HISTORY     - 1943     MONUMENTED       CGS
 AX1079  HISTORY     - 1970     GOOD             TXHD
 AX1079  HISTORY     - 1987     GOOD             USPSQD
 AX1079  HISTORY     - 1987     GOOD             USPSQD
 AX1079  HISTORY     - 1990     GOOD             USPSQD
 AX1079  HISTORY     - 19970608 GOOD             USPSQD
 AX1079  HISTORY     - 20020812 GOOD             USPSQD
 AX1079  HISTORY     - 20050318 GOOD             USPSQD
 AX1079
 AX1079                          STATION DESCRIPTION
 AX1079
 AX1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1079'5.2 MI W FROM SCHULENBURG.
 AX1079'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 90 AND U.S. HIGHWAY NO.
 AX1079'77 AT SCHULENBURG, PROCEED 5.2 MILES WESTERLY ALONG U.S. HIGHWAY NO.
 AX1079'90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1079'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 6X6
 AX1079'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 27.6 FEET NORTH OF
 AX1079'AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 AX1079
 AX1079                          STATION RECOVERY (1970)
 AX1079
 AX1079'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1079'RECOVERED IN GOOD CONDITION.
 AX1079
 AX1079                          STATION RECOVERY (1987)
 AX1079
 AX1079'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1079'RECOVERED IN GOOD CONDITION.
 AX1079
 AX1079                          STATION RECOVERY (1987)
 AX1079
 AX1079'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1079'RECOVERED IN GOOD CONDITION.
 AX1079
 AX1079                          STATION RECOVERY (1990)
 AX1079
 AX1079'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1079'RECOVERED IN GOOD CONDITION.
 AX1079
 AX1079                          STATION RECOVERY (1997)
 AX1079
 AX1079'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1079'RECOVERED IN GOOD CONDITION.
 AX1079
 AX1079                          STATION RECOVERY (2002)
 AX1079
 AX1079'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1079'RECOVERED IN GOOD CONDITION.
 AX1079
 AX1079                          STATION RECOVERY (2005)
 AX1079
 AX1079'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0936 ***********************************************************************
 AY0936  DESIGNATION -  Q 82
 AY0936  PID         -  AY0936
 AY0936  STATE/COUNTY-  TX/BEXAR
 AY0936  USGS QUAD   -  VAN RAUB (1991)
 AY0936
 AY0936                         *CURRENT SURVEY CONTROL
 AY0936  ___________________________________________________________________
 AY0936* NAD 83(1986)-  29 44 00.     (N)    098 39 24.     (W)     SCALED    
 AY0936* NAVD 88     -       413.708  (meters)    1357.31   (feet)  ADJUSTED  
 AY0936  ___________________________________________________________________
 AY0936  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AY0936  DYNAMIC HT  -         413.104 (meters)    1355.33  (feet)  COMP
 AY0936  MODELED GRAV-     979,171.8   (mgal)                       NAVD 88
 AY0936
 AY0936  VERT ORDER  -  FIRST     CLASS II
 AY0936
 AY0936.The horizontal coordinates were scaled from a topographic map and have
 AY0936.an estimated accuracy of +/- 6 seconds.
 AY0936
 AY0936.The orthometric height was determined by differential leveling
 AY0936.and adjusted by the National Geodetic Survey in June 1991..
 AY0936
 AY0936.The geoid height was determined by GEOID03.
 AY0936
 AY0936.The dynamic height is computed by dividing the NAVD 88
 AY0936.geopotential number by the normal gravity value computed on the
 AY0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0936.degrees latitude (g = 980.6199 gals.).
 AY0936
 AY0936.The modeled gravity was interpolated from observed gravity values.
 AY0936
 AY0936;                    North         East    Units  Estimated Accuracy
 AY0936;SPC TXSC     - 4,210,620.      633,210.      MT  (+/- 180 meters Scaled)
 AY0936
 AY0936                          SUPERSEDED SURVEY CONTROL
 AY0936
 AY0936  NGVD 29 (??/??/92)  413.605  (m)         1356.97   (f) ADJ UNCH    1 2
 AY0936
 AY0936.Superseded values are not recommended for survey control.
 AY0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0936.See file dsdata.txt to determine how the superseded data were derived.
 AY0936
 AY0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT332892(NAD 83)
 AY0936_MARKER: DB = BENCH MARK DISK
 AY0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0936_STAMPING: Q 82 1931
 AY0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0936+STABILITY: SURFACE MOTION
 AY0936
 AY0936  HISTORY     - Date     Condition        Report By
 AY0936  HISTORY     - 1931     MONUMENTED       CGS
 AY0936  HISTORY     - 1953     GOOD             NGS
 AY0936  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0936  HISTORY     - 19860901 GOOD             USGS
 AY0936
 AY0936                          STATION DESCRIPTION
 AY0936
 AY0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0936'6.1 MI SE FROM BOERNE.
 AY0936'6.1 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0936'STATION AT BOERNE, 7 1/2 POLES NORTHWEST OF MILEPOST 263, 3 1/2 POLES
 AY0936'NORTH OF A ROAD CROSSING, 41.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 4
 AY0936'FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN
 AY0936'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0936
 AY0936                          STATION RECOVERY (1982)
 AY0936
 AY0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0936'NOT SEARCHED FOR, RAILROAD HAS BEEN ABANDONED AND NOW IS INACCESSIBLE.
 AY0936'LEVEL LINE REROUTED.
 AY0936
 AY0936                          STATION RECOVERY (1986)
 AY0936
 AY0936'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1529 ***********************************************************************
 AN1529  DESIGNATION -  Q 820
 AN1529  PID         -  AN1529
 AN1529  STATE/COUNTY-  TX/BEE
 AN1529  USGS QUAD   -  SKIDMORE NE (1979)
 AN1529
 AN1529                         *CURRENT SURVEY CONTROL
 AN1529  ___________________________________________________________________
 AN1529* NAD 83(1986)-  28 22 38.     (N)    097 36 39.     (W)     SCALED    
 AN1529* NAVD 88     -        50.99   (+/-2cm)     167.3    (feet)  VERTCON   
 AN1529  ___________________________________________________________________
 AN1529  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN1529
 AN1529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1529
 AN1529.The horizontal coordinates were scaled from a topographic map and have
 AN1529.an estimated accuracy of +/- 6 seconds.
 AN1529
 AN1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1529.The vertical order pertains to the NGVD 29 superseded value.
 AN1529
 AN1529.The geoid height was determined by GEOID03.
 AN1529
 AN1529;                    North         East    Units  Estimated Accuracy
 AN1529;SPC TXSC     - 4,061,090.      736,160.      MT  (+/- 180 meters Scaled)
 AN1529
 AN1529                          SUPERSEDED SURVEY CONTROL
 AN1529
 AN1529  NGVD 29 (??/??/92)   51.021  (m)          167.39   (f) ADJ UNCH    2 0
 AN1529
 AN1529.Superseded values are not recommended for survey control.
 AN1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1529.See file dsdata.txt to determine how the superseded data were derived.
 AN1529
 AN1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS361397(NAD 83)
 AN1529_MARKER: DB = BENCH MARK DISK
 AN1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1529_STAMPING: Q 820 1943
 AN1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1529+STABILITY: SURFACE MOTION
 AN1529
 AN1529  HISTORY     - Date     Condition        Report By
 AN1529  HISTORY     - 1943     MONUMENTED       CGS
 AN1529  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1529  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1529
 AN1529                          STATION DESCRIPTION
 AN1529
 AN1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1529'8.9 MI E FROM BEEVILLE.
 AN1529'8.9 MILES EAST ALONG STATE HIGHWAY 202 FROM THE COUNTY COURTHOUSE AT
 AN1529'BEEVILLE, BEE COUNTY, 1.0 MILE WEST OF A LARGE BRIDGE OVER MEDIO
 AN1529'CREEK, 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF
 AN1529'THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AN1529'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Q 820 1943 AND
 AN1529'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AN1529
 AN1529                          STATION RECOVERY (1975)
 AN1529
 AN1529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1529'MARK NOT FOUND.
 AN1529
 AN1529                          STATION RECOVERY (1996)
 AN1529
 AN1529'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2214 ***********************************************************************
 AX2214  DESIGNATION -  Q 821
 AX2214  PID         -  AX2214
 AX2214  STATE/COUNTY-  TX/CALDWELL
 AX2214  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2214
 AX2214                         *CURRENT SURVEY CONTROL
 AX2214  ___________________________________________________________________
 AX2214* NAD 83(1986)-  29 48 36.     (N)    097 40 28.     (W)     SCALED    
 AX2214* NAVD 88     -       153.06   (+/-2cm)     502.2    (feet)  VERTCON   
 AX2214  ___________________________________________________________________
 AX2214  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2214
 AX2214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2214
 AX2214.The horizontal coordinates were scaled from a topographic map and have
 AX2214.an estimated accuracy of +/- 6 seconds.
 AX2214
 AX2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2214.The vertical order pertains to the NGVD 29 superseded value.
 AX2214
 AX2214.The geoid height was determined by GEOID03.
 AX2214
 AX2214;                    North         East    Units  Estimated Accuracy
 AX2214;SPC TXSC     - 4,219,800.      728,130.      MT  (+/- 180 meters Scaled)
 AX2214
 AX2214                          SUPERSEDED SURVEY CONTROL
 AX2214
 AX2214  NGVD 29 (??/??/92)  152.989  (m)          501.93   (f) ADJ UNCH    2 0
 AX2214
 AX2214.Superseded values are not recommended for survey control.
 AX2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2214.See file dsdata.txt to determine how the superseded data were derived.
 AX2214
 AX2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT280984(NAD 83)
 AX2214_MARKER: DB = BENCH MARK DISK
 AX2214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2214_SP_SET: CULVERT
 AX2214_STAMPING: Q 821 1943
 AX2214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2214+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2214
 AX2214  HISTORY     - Date     Condition        Report By
 AX2214  HISTORY     - 1943     MONUMENTED       CGS
 AX2214  HISTORY     - 1959     GOOD             DOD
 AX2214  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2214  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2214  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2214  HISTORY     - 20050222 GOOD             USPSQD
 AX2214
 AX2214                          STATION DESCRIPTION
 AX2214
 AX2214'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2214'5.1 MI S FROM LOCKHART.
 AX2214'5.1 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 AX2214'LOCKHART, CALDWELL COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AX2214'THE SOUTH END OF THE WEST HEADWALL, 16 FEET WEST OF THE CENTERLINE OF
 AX2214'THE HIGHWAY, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.  NOTE-- THE
 AX2214'MARK IS 128 FEET NORTH-NORTHEAST OF THE INTERSECTING CENTERLINES OF
 AX2214'THE NORTH-NORTHEAST-AND-SOUTH-SOUTHWEST ROAD AND THE
 AX2214'EAST-NORTHEAST-AND WEST-SOUTHWEST ROAD, AND 57 FEET SOUTHEAST OF THE
 AX2214'NORTHWEST EDGE OF A TREE LINE.
 AX2214
 AX2214                          STATION RECOVERY (1988)
 AX2214
 AX2214'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2214'MARK NOT FOUND.
 AX2214
 AX2214                          STATION RECOVERY (1993)
 AX2214
 AX2214'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2214'MARK NOT FOUND.
 AX2214
 AX2214                          STATION RECOVERY (1999)
 AX2214
 AX2214'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2214'MARK NOT FOUND.
 AX2214
 AX2214                          STATION RECOVERY (2005)
 AX2214
 AX2214'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1394 ***********************************************************************
 AX1394  DESIGNATION -  Q 822
 AX1394  PID         -  AX1394
 AX1394  STATE/COUNTY-  TX/GONZALES
 AX1394  USGS QUAD   -  WAELDER (1981)
 AX1394
 AX1394                         *CURRENT SURVEY CONTROL
 AX1394  ___________________________________________________________________
 AX1394* NAD 83(1986)-  29 41 38.     (N)    097 18 02.     (W)     SCALED    
 AX1394* NAVD 88     -       113.70   (+/-2cm)     373.0    (feet)  VERTCON   
 AX1394  ___________________________________________________________________
 AX1394  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AX1394
 AX1394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1394
 AX1394.The horizontal coordinates were scaled from a topographic map and have
 AX1394.an estimated accuracy of +/- 6 seconds.
 AX1394
 AX1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1394.The vertical order pertains to the NGVD 29 superseded value.
 AX1394
 AX1394.The geoid height was determined by GEOID03.
 AX1394
 AX1394;                    North         East    Units  Estimated Accuracy
 AX1394;SPC TXSC     - 4,207,400.      764,450.      MT  (+/- 180 meters Scaled)
 AX1394
 AX1394                          SUPERSEDED SURVEY CONTROL
 AX1394
 AX1394  NGVD 29 (??/??/92)  113.653  (m)          372.88   (f) ADJ UNCH    2 0
 AX1394
 AX1394.Superseded values are not recommended for survey control.
 AX1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1394.See file dsdata.txt to determine how the superseded data were derived.
 AX1394
 AX1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT644860(NAD 83)
 AX1394_MARKER: DB = BENCH MARK DISK
 AX1394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1394_SP_SET: FOOTING
 AX1394_STAMPING: Q 822 1943
 AX1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1394+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1394
 AX1394  HISTORY     - Date     Condition        Report By
 AX1394  HISTORY     - 1943     MONUMENTED       CGS
 AX1394  HISTORY     - 1988     GOOD             USPSQD
 AX1394  HISTORY     - 20050318 GOOD             USPSQD
 AX1394
 AX1394                          STATION DESCRIPTION
 AX1394
 AX1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1394'IN WAELDER.
 AX1394'AT WAELDER, GONZALES COUNTY, AT THE CITY WATER TANK, AND IN THE TOP OF
 AX1394'THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE FOOTING.  A STANDARD
 AX1394'DISK, STAMPED Q 822 1943.
 AX1394
 AX1394                          STATION RECOVERY (1988)
 AX1394
 AX1394'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1394'RECOVERED IN GOOD CONDITION.
 AX1394
 AX1394                          STATION RECOVERY (2005)
 AX1394
 AX1394'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1440 ***********************************************************************
 AX1440  DESIGNATION -  Q 823
 AX1440  PID         -  AX1440
 AX1440  STATE/COUNTY-  TX/BASTROP
 AX1440  USGS QUAD   -  TOGO (1981)
 AX1440
 AX1440                         *CURRENT SURVEY CONTROL
 AX1440  ___________________________________________________________________
 AX1440* NAD 83(1986)-  29 54 34.     (N)    097 13 17.     (W)     SCALED    
 AX1440* NAVD 88     -       141.47   (+/-2cm)     464.1    (feet)  VERTCON   
 AX1440  ___________________________________________________________________
 AX1440  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AX1440
 AX1440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1440
 AX1440.The horizontal coordinates were scaled from a topographic map and have
 AX1440.an estimated accuracy of +/- 6 seconds.
 AX1440
 AX1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1440.The vertical order pertains to the NGVD 29 superseded value.
 AX1440
 AX1440.The geoid height was determined by GEOID03.
 AX1440
 AX1440;                    North         East    Units  Estimated Accuracy
 AX1440;SPC TX C     - 3,031,120.    1,000,510.      MT  (+/- 180 meters Scaled)
 AX1440
 AX1440                          SUPERSEDED SURVEY CONTROL
 AX1440
 AX1440  NGVD 29 (??/??/92)  141.418  (m)          463.97   (f) ADJ UNCH    2 0
 AX1440
 AX1440.Superseded values are not recommended for survey control.
 AX1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1440.See file dsdata.txt to determine how the superseded data were derived.
 AX1440
 AX1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU717100(NAD 83)
 AX1440_MARKER: DB = BENCH MARK DISK
 AX1440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1440_SP_SET: CULVERT
 AX1440_STAMPING: Q 823 1943
 AX1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1440
 AX1440  HISTORY     - Date     Condition        Report By
 AX1440  HISTORY     - 1943     MONUMENTED       CGS
 AX1440
 AX1440                          STATION DESCRIPTION
 AX1440
 AX1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1440'3 MI S FROM TOGO SIDING.
 AX1440'3.0 MILES SOUTH ALONG A GRADED ROAD LEADING TO CISTERN FROM THE
 AX1440'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT TOGO SIDING,
 AX1440'BASTROP COUNTY, AT STRASNY SCHOOL, 110 FEET NORTHWEST OF THE SCHOOL
 AX1440'BUILDING, AT A ROCK AND CONCRETE CULVERT, IN THE CENTER OF THE TOP OF
 AX1440'A HEADWALL, 21 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST-ROAD,
 AX1440'AND 16 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD. A
 AX1440'STANDARD DISK STAMPED Q 823 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1451 ***********************************************************************
 AX1451  DESIGNATION -  Q 824
 AX1451  PID         -  AX1451
 AX1451  STATE/COUNTY-  TX/FAYETTE
 AX1451  USGS QUAD   -  CISTERN (1981)
 AX1451
 AX1451                         *CURRENT SURVEY CONTROL
 AX1451  ___________________________________________________________________
 AX1451* NAD 83(1986)-  29 50 43.     (N)    097 08 11.     (W)     SCALED    
 AX1451* NAVD 88     -       108.44   (+/-2cm)     355.8    (feet)  VERTCON   
 AX1451  ___________________________________________________________________
 AX1451  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AX1451
 AX1451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1451
 AX1451.The horizontal coordinates were scaled from a topographic map and have
 AX1451.an estimated accuracy of +/- 6 seconds.
 AX1451
 AX1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1451.The vertical order pertains to the NGVD 29 superseded value.
 AX1451
 AX1451.The geoid height was determined by GEOID03.
 AX1451
 AX1451;                    North         East    Units  Estimated Accuracy
 AX1451;SPC TXSC     - 4,224,410.      780,070.      MT  (+/- 180 meters Scaled)
 AX1451
 AX1451                          SUPERSEDED SURVEY CONTROL
 AX1451
 AX1451  NGVD 29 (??/??/92)  108.391  (m)          355.61   (f) ADJ UNCH    2 0
 AX1451
 AX1451.Superseded values are not recommended for survey control.
 AX1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1451.See file dsdata.txt to determine how the superseded data were derived.
 AX1451
 AX1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU800030(NAD 83)
 AX1451_MARKER: DB = BENCH MARK DISK
 AX1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1451_STAMPING: Q 824 1943
 AX1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1451+STABILITY: SURFACE MOTION
 AX1451
 AX1451  HISTORY     - Date     Condition        Report By
 AX1451  HISTORY     - 1943     MONUMENTED       CGS
 AX1451
 AX1451                          STATION DESCRIPTION
 AX1451
 AX1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1451'5.4 MI NW FROM MULDOON.
 AX1451'5.4 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE GRADE SCHOOL AT
 AX1451'MULDOON, FAYETTE COUNTY, AT A Y-ROAD JUNCTION, AT THE CENTER OF THE
 AX1451'WYE, ABOUT 190 FEET WEST OF THE EAST-AND-WEST ROAD, 42 FEET SOUTHWEST
 AX1451'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 3 FEET NORTH OF A
 AX1451'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 824 1943 AND
 AX1451'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1280 ***********************************************************************
 AX1280  DESIGNATION -  Q 825
 AX1280  PID         -  AX1280
 AX1280  STATE/COUNTY-  TX/FAYETTE
 AX1280  USGS QUAD   -  FLATONIA (1981)
 AX1280
 AX1280                         *CURRENT SURVEY CONTROL
 AX1280  ___________________________________________________________________
 AX1280* NAD 83(1986)-  29 42 14.     (N)    097 06 44.     (W)     SCALED    
 AX1280* NAVD 88     -       121.55   (+/-2cm)     398.8    (feet)  VERTCON   
 AX1280  ___________________________________________________________________
 AX1280  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AX1280
 AX1280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1280
 AX1280.The horizontal coordinates were scaled from a topographic map and have
 AX1280.an estimated accuracy of +/- 6 seconds.
 AX1280
 AX1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1280.The vertical order pertains to the NGVD 29 superseded value.
 AX1280
 AX1280.The geoid height was determined by GEOID03.
 AX1280
 AX1280;                    North         East    Units  Estimated Accuracy
 AX1280;SPC TXSC     - 4,208,780.      782,650.      MT  (+/- 180 meters Scaled)
 AX1280
 AX1280                          SUPERSEDED SURVEY CONTROL
 AX1280
 AX1280  NGVD 29 (??/??/92)  121.504  (m)          398.63   (f) ADJ UNCH    2 0
 AX1280
 AX1280.Superseded values are not recommended for survey control.
 AX1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1280.See file dsdata.txt to determine how the superseded data were derived.
 AX1280
 AX1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT826874(NAD 83)
 AX1280_MARKER: DB = BENCH MARK DISK
 AX1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1280_STAMPING: Q 825 1943
 AX1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1280+STABILITY: SURFACE MOTION
 AX1280
 AX1280  HISTORY     - Date     Condition        Report By
 AX1280  HISTORY     - 1943     MONUMENTED       CGS
 AX1280  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1280  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX1280
 AX1280                          STATION DESCRIPTION
 AX1280
 AX1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1280'1.2 MI N FROM FLATONIA.
 AX1280'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 95 AND U. S.
 AX1280'HIGHWAY NUMBER 90 AT FLATONIA, PROCEED NORTHERLY ON STATE HIGHWAY
 AX1280'NUMBER 95 AND GO 1.2 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ON
 AX1280'THE RIGHT-OF-WAY OF THE SOUTHERN PACIFIC RAILROAD, ABOUT 66 FEET NORTH
 AX1280'OF A PRIVATE ROAD CROSSING, 51 FEET WEST OF THE CENTER-LINE OF THE
 AX1280'HIGHWAY, 36 FEET EAST OF AND ABOUT 2.0 FEET BELOW THE CENTER-LINE OF
 AX1280'THE RAILROAD AND 3.0 FEET NORTH OF A 4X4 INCH WOODEN MARKER POST.
 AX1280
 AX1280                          STATION RECOVERY (1997)
 AX1280
 AX1280'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1280'MARK NOT FOUND.
 AX1280
 AX1280                          STATION RECOVERY (2004)
 AX1280
 AX1280'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1987 ***********************************************************************
 AX1987  DESIGNATION -  Q 829
 AX1987  PID         -  AX1987
 AX1987  STATE/COUNTY-  TX/WILSON
 AX1987  USGS QUAD   -  STOCKDALE (1987)
 AX1987
 AX1987                         *CURRENT SURVEY CONTROL
 AX1987  ___________________________________________________________________
 AX1987* NAD 83(1986)-  29 14 32.     (N)    097 58 31.     (W)     SCALED    
 AX1987* NAVD 88     -       125.17   (+/-2cm)     410.7    (feet)  VERTCON   
 AX1987  ___________________________________________________________________
 AX1987  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AX1987
 AX1987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1987
 AX1987.The horizontal coordinates were scaled from a topographic map and have
 AX1987.an estimated accuracy of +/- 6 seconds.
 AX1987
 AX1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1987.The vertical order pertains to the NGVD 29 superseded value.
 AX1987
 AX1987.The geoid height was determined by GEOID03.
 AX1987
 AX1987;                    North         East    Units  Estimated Accuracy
 AX1987;SPC TXSC     - 4,156,580.      699,600.      MT  (+/- 180 meters Scaled)
 AX1987
 AX1987                          SUPERSEDED SURVEY CONTROL
 AX1987
 AX1987  NGVD 29 (??/??/92)  125.111  (m)          410.47   (f) ADJ UNCH    2 0
 AX1987
 AX1987.Superseded values are not recommended for survey control.
 AX1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1987.See file dsdata.txt to determine how the superseded data were derived.
 AX1987
 AX1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT995352(NAD 83)
 AX1987_MARKER: DB = BENCH MARK DISK
 AX1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1987_STAMPING: Q 829 1943
 AX1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1987+STABILITY: SURFACE MOTION
 AX1987
 AX1987  HISTORY     - Date     Condition        Report By
 AX1987  HISTORY     - 1943     MONUMENTED       CGS
 AX1987  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1987
 AX1987                          STATION DESCRIPTION
 AX1987
 AX1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1987'0.8 MI W FROM STOCKDALE.
 AX1987'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1987'STATION AT STOCKDALE-- PROCEED 0.8 MILE WESTERLY ALONG THE RAILROAD TO
 AX1987'SITE OF BENCH MARK.  BENCH MARK IS DIRECTLY ACROSS THE TRACK FROM
 AX1987'PILEPOST 103, AND 48.0 FEET NORTH OF AND ABOUT 4.0 FEET BELOW THE
 AX1987'CENTERLINE OF TRACK.  IT IS 1.0 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE,
 AX1987'AND 2.8 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1987'0.3 FOOT.
 AX1987
 AX1987                          STATION RECOVERY (1996)
 AX1987
 AX1987'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0095 ***********************************************************************
 CA0095  DESIGNATION -  Q 83
 CA0095  PID         -  CA0095
 CA0095  STATE/COUNTY-  TX/LAMPASAS
 CA0095  USGS QUAD   -  OGLES (1959)
 CA0095
 CA0095                         *CURRENT SURVEY CONTROL
 CA0095  ___________________________________________________________________
 CA0095* NAD 83(1986)-  31 08 25.     (N)    098 17 08.     (W)     SCALED    
 CA0095* NAVD 88     -       429.963  (meters)    1410.64   (feet)  ADJUSTED  
 CA0095  ___________________________________________________________________
 CA0095  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CA0095  DYNAMIC HT  -         429.387 (meters)    1408.75  (feet)  COMP
 CA0095  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 CA0095
 CA0095  VERT ORDER  -  FIRST     CLASS II
 CA0095
 CA0095.The horizontal coordinates were scaled from a topographic map and have
 CA0095.an estimated accuracy of +/- 6 seconds.
 CA0095
 CA0095.The orthometric height was determined by differential leveling
 CA0095.and adjusted by the National Geodetic Survey in June 1991..
 CA0095
 CA0095.The geoid height was determined by GEOID03.
 CA0095
 CA0095.The dynamic height is computed by dividing the NAVD 88
 CA0095.geopotential number by the normal gravity value computed on the
 CA0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0095.degrees latitude (g = 980.6199 gals.).
 CA0095
 CA0095.The modeled gravity was interpolated from observed gravity values.
 CA0095
 CA0095;                    North         East    Units  Estimated Accuracy
 CA0095;SPC TX C     - 3,165,160.      895,250.      MT  (+/- 180 meters Scaled)
 CA0095
 CA0095                          SUPERSEDED SURVEY CONTROL
 CA0095
 CA0095  NGVD 29 (??/??/92)  429.866  (m)         1410.32   (f) ADJ UNCH    1 2
 CA0095
 CA0095.Superseded values are not recommended for survey control.
 CA0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0095.See file dsdata.txt to determine how the superseded data were derived.
 CA0095
 CA0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV681453(NAD 83)
 CA0095_MARKER: DB = BENCH MARK DISK
 CA0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0095_SP_SET: CULVERT
 CA0095_MARK LOGO: CGS   
 CA0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0095
 CA0095  HISTORY     - Date     Condition        Report By
 CA0095  HISTORY     - UNK      MONUMENTED       CGS
 CA0095  HISTORY     - 1932     GOOD             NGS
 CA0095  HISTORY     - 1934     GOOD             NGS
 CA0095  HISTORY     - 1983     GOOD             NGS
 CA0095
 CA0095                          STATION DESCRIPTION
 CA0095
 CA0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0095'0.5 MI E FROM OGLES.
 CA0095'ON THE G.C. AND SANTA FE R.R., 15 FEET SOUTH SIDING AT OGLES, 30 FEET
 CA0095'WEST MILE POLE NO. 283, 50 FEET NORTH OF ROAD A DISK SET IN THE
 CA0095'SOUTHWEST CORNER OF CULVERT NO. 283-A.
 CA0095
 CA0095                          STATION RECOVERY (1934)
 CA0095
 CA0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0095'RECOVERED IN GOOD CONDITION.
 CA0095
 CA0095                          STATION RECOVERY (1983)
 CA0095
 CA0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0095'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  13.9 KM (8.65
 CA0095'MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 CA0095'STATION IN LOMETA, IN TOP OF AND 0.3 METER (1.0 FT) SOUTHEAST OF THE
 CA0095'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT, 9.2
 CA0095'METERS (30.2 FT) NORTHWEST OF MILEPOST 283, 6.1 METERS (20.0 FT)
 CA0095'SOUTHWEST OF THE NEAR RAIL.
 CA0095'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1568 ***********************************************************************
 AX1568  DESIGNATION -  Q 830
 AX1568  PID         -  AX1568
 AX1568  STATE/COUNTY-  TX/CALDWELL
 AX1568  USGS QUAD   -  DELHI (1981)
 AX1568
 AX1568                         *CURRENT SURVEY CONTROL
 AX1568  ___________________________________________________________________
 AX1568* NAD 83(1986)-  29 45 02.     (N)    097 26 22.     (W)     SCALED    
 AX1568* NAVD 88     -       139.25   (+/-2cm)     456.9    (feet)  VERTCON   
 AX1568  ___________________________________________________________________
 AX1568  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX1568
 AX1568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1568
 AX1568.The horizontal coordinates were scaled from a topographic map and have
 AX1568.an estimated accuracy of +/- 6 seconds.
 AX1568
 AX1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1568.The vertical order pertains to the NGVD 29 superseded value.
 AX1568
 AX1568.The geoid height was determined by GEOID03.
 AX1568
 AX1568;                    North         East    Units  Estimated Accuracy
 AX1568;SPC TXSC     - 4,213,490.      750,930.      MT  (+/- 180 meters Scaled)
 AX1568
 AX1568                          SUPERSEDED SURVEY CONTROL
 AX1568
 AX1568  NGVD 29 (??/??/92)  139.193  (m)          456.67   (f) ADJ UNCH    2 0
 AX1568
 AX1568.Superseded values are not recommended for survey control.
 AX1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1568.See file dsdata.txt to determine how the superseded data were derived.
 AX1568
 AX1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT508921(NAD 83)
 AX1568_MARKER: DB = BENCH MARK DISK
 AX1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1568_STAMPING: Q 830 1943
 AX1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1568+STABILITY: SURFACE MOTION
 AX1568
 AX1568  HISTORY     - Date     Condition        Report By
 AX1568  HISTORY     - 1943     MONUMENTED       CGS
 AX1568  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1568
 AX1568                          STATION DESCRIPTION
 AX1568
 AX1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1568'10.5 MI NE FROM HARWOOD.
 AX1568'IN CALDWELL COUNTY, 10.5 MILES NORTHEAST OF HARWOOD, GONZALES COUNTY.
 AX1568'THIS BENCH MARK MAY BE REACHED FROM THE PUBLIC SCHOOL BY GOING 2.5
 AX1568'MILES NORTH ALONG A GRADED DIRT ROAD, TURN RIGHT AND GO 2.0 MILES
 AX1568'EAST, TURN LEFT AND GO 1.7 MILES NORTH, TURN RIGHT AND GO 2.6 MILES
 AX1568'EAST, AND TURN LEFT AND GO 1.7 MILES NORTH.  IT IS AT AN OFFSET IN THE
 AX1568'WEST RIGHT-OF-WAY FENCE, 24 FEET WEST OF THE CENTERLINE OF THE ROAD,
 AX1568'10 FEET NORTH OF THE NORTH ANGLE POST OF THE RIGHT-OF-WAY FENCE. 1
 AX1568'FOOT EAST OF THE FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 AX1568'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Q 830 1943 AND SET
 AX1568'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1568
 AX1568                          STATION RECOVERY (1999)
 AX1568
 AX1568'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1546 ***********************************************************************
 AX1546  DESIGNATION -  Q 831
 AX1546  PID         -  AX1546
 AX1546  STATE/COUNTY-  TX/FAYETTE
 AX1546  USGS QUAD   -  JEDDO (1981)
 AX1546
 AX1546                         *CURRENT SURVEY CONTROL
 AX1546  ___________________________________________________________________
 AX1546* NAD 83(1986)-  29 49 00.     (N)    097 16 00.     (W)     SCALED    
 AX1546* NAVD 88     -       135.60   (+/-2cm)     444.9    (feet)  VERTCON   
 AX1546  ___________________________________________________________________
 AX1546  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AX1546
 AX1546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1546
 AX1546.The horizontal coordinates were scaled from a topographic map and have
 AX1546.an estimated accuracy of +/- 6 seconds.
 AX1546
 AX1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1546.The vertical order pertains to the NGVD 29 superseded value.
 AX1546
 AX1546.The geoid height was determined by GEOID03.
 AX1546
 AX1546;                    North         East    Units  Estimated Accuracy
 AX1546;SPC TXSC     - 4,221,050.      767,530.      MT  (+/- 180 meters Scaled)
 AX1546
 AX1546                          SUPERSEDED SURVEY CONTROL
 AX1546
 AX1546  NGVD 29 (??/??/92)  135.551  (m)          444.72   (f) ADJ UNCH    2 0
 AX1546
 AX1546.Superseded values are not recommended for survey control.
 AX1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1546.See file dsdata.txt to determine how the superseded data were derived.
 AX1546
 AX1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT674997(NAD 83)
 AX1546_MARKER: DB = BENCH MARK DISK
 AX1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1546_STAMPING: Q 831 1945
 AX1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1546+STABILITY: SURFACE MOTION
 AX1546
 AX1546  HISTORY     - Date     Condition        Report By
 AX1546  HISTORY     - 1945     MONUMENTED       CGS
 AX1546  HISTORY     - 19970607 GOOD             USPSQD
 AX1546
 AX1546                          STATION DESCRIPTION
 AX1546
 AX1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AX1546'2.9 MI W FROM CISTERN.
 AX1546'2.9 MILES WEST ALONG A GRADED ROAD LEADING TO JEDDO FROM THE ROAD
 AX1546'INTERSECTION AT CISTERN, FAYETTE COUNTY, AT A ROAD INTERSECTION, 162
 AX1546'FEET WEST OF THE CENTER OF THE INTERSECTION, 36 FEET SOUTH OF THE
 AX1546'CENTERLINE OF THE EAST-AND-WEST ROAD, 5 FEET NORTHWEST OF THE CORNER
 AX1546'OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF THE FENCE, 3 FEET EAST OF A
 AX1546'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE MAIN ROAD.  A STANDARD
 AX1546'DISK, STAMPED Q 831 1945 AND SET IN THE TOP OF A CONCRETE POST
 AX1546'PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1546
 AX1546                          STATION RECOVERY (1997)
 AX1546
 AX1546'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1576 ***********************************************************************
 AN1576  DESIGNATION -  Q 832
 AN1576  PID         -  AN1576
 AN1576  STATE/COUNTY-  TX/KARNES
 AN1576  USGS QUAD   -  KARNES CITY (1987)
 AN1576
 AN1576                         *CURRENT SURVEY CONTROL
 AN1576  ___________________________________________________________________
 AN1576* NAD 83(1986)-  28 56 19.     (N)    097 58 05.     (W)     SCALED    
 AN1576* NAVD 88     -        87.295  (meters)     286.40   (feet)  ADJUSTED  
 AN1576  ___________________________________________________________________
 AN1576  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AN1576  DYNAMIC HT  -          87.169 (meters)     285.99  (feet)  COMP
 AN1576  MODELED GRAV-     979,193.4   (mgal)                       NAVD 88
 AN1576
 AN1576  VERT ORDER  -  FIRST     CLASS I
 AN1576
 AN1576.The horizontal coordinates were scaled from a topographic map and have
 AN1576.an estimated accuracy of +/- 6 seconds.
 AN1576
 AN1576.The orthometric height was determined by differential leveling
 AN1576.and adjusted by the National Geodetic Survey in June 1991..
 AN1576
 AN1576.The geoid height was determined by GEOID03.
 AN1576
 AN1576.The dynamic height is computed by dividing the NAVD 88
 AN1576.geopotential number by the normal gravity value computed on the
 AN1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1576.degrees latitude (g = 980.6199 gals.).
 AN1576
 AN1576.The modeled gravity was interpolated from observed gravity values.
 AN1576
 AN1576;                    North         East    Units  Estimated Accuracy
 AN1576;SPC TXSC     - 4,122,940.      700,600.      MT  (+/- 180 meters Scaled)
 AN1576
 AN1576                          SUPERSEDED SURVEY CONTROL
 AN1576
 AN1576  NGVD 29 (??/??/92)   87.239  (m)          286.22   (f) ADJ UNCH    1 1
 AN1576
 AN1576.Superseded values are not recommended for survey control.
 AN1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1576.See file dsdata.txt to determine how the superseded data were derived.
 AN1576
 AN1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT005016(NAD 83)
 AN1576_MARKER: DB = BENCH MARK DISK
 AN1576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1576_SP_SET: CULVERT
 AN1576_STAMPING: Q 832 1943
 AN1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1576
 AN1576  HISTORY     - Date     Condition        Report By
 AN1576  HISTORY     - 1943     MONUMENTED       CGS
 AN1576  HISTORY     - 1972     GOOD             NGS
 AN1576  HISTORY     - 1981     GOOD             NGS
 AN1576
 AN1576                          STATION DESCRIPTION
 AN1576
 AN1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1576'4.5 MI SE FROM FALLS CITY.
 AN1576'ABOUT 4.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN1576'STATION AT FALLS CITY, OR ABOUT 6.2 MILES NORTHWEST ALONG THE SOUTHERN
 AN1576'PACIFIC RAILROAD FROM THE CROSSING OF FARM-TO-MARKET ROAD 99 AT KARNES
 AN1576'CITY, 0.4 MILE NORTHWEST OF MILEPOST 49, SET IN THE TOP OF THE
 AN1576'SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A 4-CHANNEL
 AN1576'CONCRETE CULVERT UNDER U.S. HIGHWAY 181, 73 FEET SOUTHWEST OF THE
 AN1576'SOUTHWEST RAIL OF THE TRACK, 35 FEET NORTHEAST OF THE CENTER LINE OF
 AN1576'THE HIGHWAY, ABOUT LEVEL WITH THE TRACK, AND ABOUT 1 1/2 FEET ABOVE
 AN1576'THE LEVEL OF THE HIGHWAY.
 AN1576
 AN1576                          STATION RECOVERY (1981)
 AN1576
 AN1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1576'6.9 KM (4.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1576'FARM ROAD 791 IN FALLS CITY, 0.3 METER (1.0 FT) NORTHWEST OF THE
 AN1576'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A LARGE CONCRETE FOUR
 AN1576'CHANNEL BOX CULVERT, 10.6 METERS (35.0 FT) NORTHEAST OF THE CENTERLINE
 AN1576'OF THE HIGHWAY.
 AN1576'THE MARK IS 0.3 M ABOVE THEHIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2401 ***********************************************************************
 AX2401  DESIGNATION -  Q 833
 AX2401  PID         -  AX2401
 AX2401  STATE/COUNTY-  TX/GUADALUPE
 AX2401  USGS QUAD   -  SEGUIN (1994)
 AX2401
 AX2401                         *CURRENT SURVEY CONTROL
 AX2401  ___________________________________________________________________
 AX2401* NAD 83(1986)-  29 34 08.     (N)    097 56 58.     (W)     SCALED    
 AX2401* NAVD 88     -       161.52   (+/-2cm)     529.9    (feet)  VERTCON   
 AX2401  ___________________________________________________________________
 AX2401  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AX2401
 AX2401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2401
 AX2401.The horizontal coordinates were scaled from a topographic map and have
 AX2401.an estimated accuracy of +/- 6 seconds.
 AX2401
 AX2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2401.The vertical order pertains to the NGVD 29 superseded value.
 AX2401
 AX2401.The geoid height was determined by GEOID03.
 AX2401
 AX2401;                    North         East    Units  Estimated Accuracy
 AX2401;SPC TXSC     - 4,192,800.      701,790.      MT  (+/- 180 meters Scaled)
 AX2401
 AX2401                          SUPERSEDED SURVEY CONTROL
 AX2401
 AX2401  NGVD 29 (??/??/92)  161.445  (m)          529.67   (f) ADJ UNCH    2 0
 AX2401
 AX2401.Superseded values are not recommended for survey control.
 AX2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2401.See file dsdata.txt to determine how the superseded data were derived.
 AX2401
 AX2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT017714(NAD 83)
 AX2401_MARKER: DB = BENCH MARK DISK
 AX2401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2401_SP_SET: CULVERT
 AX2401_STAMPING: Q 833 1943
 AX2401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2401
 AX2401  HISTORY     - Date     Condition        Report By
 AX2401  HISTORY     - 1943     MONUMENTED       CGS
 AX2401  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX2401  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2401  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2401  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2401
 AX2401                          STATION DESCRIPTION
 AX2401
 AX2401'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX2401'0.85 MI E FROM SEGUIN.
 AX2401'TO REACH FROM THE COURTHOUSE AT SEGUIN, PROCEED 0.85 MILE E. ALONG
 AX2401'STATE HIGHWAY NO. 3 TO SITE OF BENCH MARK.  BENCH MARK IS AT THE S.
 AX2401'END OF 0.1 MI. JOG IN THE HIGHWAY, AT THE INTERSECTION OF E. COURT
 AX2401'(STATE HIGHWAY NO. 3) AND N. KING STREET, 34.2 FEET W. OF THE W.
 AX2401'CORNER OF A TEXACO SERVICE STATION, AND 33.5 FEET S.E. OF AND ABOUT
 AX2401'THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.  IT IS 7.7 FEET S.W.
 AX2401'OF A SERVICE STATION SIGNPOST, 3.5 FEET N.E. OF A POWER POLE, AND 3.3
 AX2401'FEET E. OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX2401'NOTE-- NO EVIDENCE OF REFERENCE FEATURES, POWER POLE, SIGNPOST,
 AX2401'MARKER POST AND SERVICE STATION.  EXTENSIVE ROAD CHANGES MAKES
 AX2401'SUBSURFACE PROBE IMPRACTICAL.
 AX2401
 AX2401                          STATION RECOVERY (1988)
 AX2401
 AX2401'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2401'MARK NOT FOUND.
 AX2401
 AX2401                          STATION RECOVERY (1993)
 AX2401
 AX2401'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2401'MARK NOT FOUND.
 AX2401
 AX2401                          STATION RECOVERY (1999)
 AX2401
 AX2401'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2367 ***********************************************************************
 AX2367  DESIGNATION -  Q 834
 AX2367  PID         -  AX2367
 AX2367  STATE/COUNTY-  TX/GONZALES
 AX2367  USGS QUAD   -  OTTINE (1981)
 AX2367
 AX2367                         *CURRENT SURVEY CONTROL
 AX2367  ___________________________________________________________________
 AX2367* NAD 83(1986)-  29 30 17.     (N)    097 37 14.     (W)     SCALED    
 AX2367* NAVD 88     -       121.10   (+/-2cm)     397.3    (feet)  VERTCON   
 AX2367  ___________________________________________________________________
 AX2367  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AX2367
 AX2367  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2367
 AX2367.The horizontal coordinates were scaled from a topographic map and have
 AX2367.an estimated accuracy of +/- 6 seconds.
 AX2367
 AX2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2367.The vertical order pertains to the NGVD 29 superseded value.
 AX2367
 AX2367.The geoid height was determined by GEOID03.
 AX2367
 AX2367;                    North         East    Units  Estimated Accuracy
 AX2367;SPC TXSC     - 4,186,020.      733,730.      MT  (+/- 180 meters Scaled)
 AX2367
 AX2367                          SUPERSEDED SURVEY CONTROL
 AX2367
 AX2367  NGVD 29 (??/??/92)  121.051  (m)          397.15   (f) ADJ UNCH    2 0
 AX2367
 AX2367.Superseded values are not recommended for survey control.
 AX2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2367.See file dsdata.txt to determine how the superseded data were derived.
 AX2367
 AX2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT337646(NAD 83)
 AX2367_MARKER: DB = BENCH MARK DISK
 AX2367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2367_SP_SET: CULVERT
 AX2367_STAMPING: Q 834 1943
 AX2367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2367
 AX2367  HISTORY     - Date     Condition        Report By
 AX2367  HISTORY     - 1943     MONUMENTED       CGS
 AX2367  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2367
 AX2367                          STATION DESCRIPTION
 AX2367
 AX2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2367'4.1 MI E FROM BELMONT.
 AX2367'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2367'BELMONT, PROCEED 4.1 MI. E. ALONG STATE HIGHWAY NO. 3 TO SITE OF BM.
 AX2367'BENCH MARK IS ON THE INSIDE OF A CURVE, ABOUT 115 FEET E. OF A POWER
 AX2367'LINE CROSSING THE HIGHWAY, AND ABOUT 80 FEET E. OF THE CENTERLINE OF A
 AX2367'TRACK ROAD INTERSECTION LEADING S., 24 FEET N. OF AND ABOUT THE SAME
 AX2367'ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE W.
 AX2367'END OF THE N. HEADWALL OF A CONCRETE CULVERT.
 AX2367
 AX2367                          STATION RECOVERY (2003)
 AX2367
 AX2367'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX2367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2357 ***********************************************************************
 AX2357  DESIGNATION -  Q 835
 AX2357  PID         -  AX2357
 AX2357  STATE/COUNTY-  TX/GONZALES
 AX2357  USGS QUAD   -  BELMONT (1994)
 AX2357
 AX2357                         *CURRENT SURVEY CONTROL
 AX2357  ___________________________________________________________________
 AX2357* NAD 83(1986)-  29 33 58.     (N)    097 40 15.     (W)     SCALED    
 AX2357* NAVD 88     -       152.00   (+/-2cm)     498.7    (feet)  VERTCON   
 AX2357  ___________________________________________________________________
 AX2357  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2357
 AX2357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2357
 AX2357.The horizontal coordinates were scaled from a topographic map and have
 AX2357.an estimated accuracy of +/- 6 seconds.
 AX2357
 AX2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2357.The vertical order pertains to the NGVD 29 superseded value.
 AX2357
 AX2357.The geoid height was determined by GEOID03.
 AX2357
 AX2357;                    North         East    Units  Estimated Accuracy
 AX2357;SPC TXSC     - 4,192,770.      728,780.      MT  (+/- 180 meters Scaled)
 AX2357
 AX2357                          SUPERSEDED SURVEY CONTROL
 AX2357
 AX2357  NGVD 29 (??/??/92)  151.944  (m)          498.50   (f) ADJ UNCH    2 0
 AX2357
 AX2357.Superseded values are not recommended for survey control.
 AX2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2357.See file dsdata.txt to determine how the superseded data were derived.
 AX2357
 AX2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT287714(NAD 83)
 AX2357_MARKER: DB = BENCH MARK DISK
 AX2357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2357_SP_SET: CULVERT
 AX2357_STAMPING: Q 835 1943
 AX2357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2357
 AX2357  HISTORY     - Date     Condition        Report By
 AX2357  HISTORY     - 1943     MONUMENTED       CGS
 AX2357  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2357
 AX2357                          STATION DESCRIPTION
 AX2357
 AX2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2357'3.05 MI N FROM BELMONT.
 AX2357'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2357'BELMONT, PROCEED 3.05 MI. N. ALONG STATE HIGHWAY NO. 80 TO SITE OF
 AX2357'BENCH MARK.  BENCH MARK IS ABOUT 120 FEET S. OF THE CENTERLINE OF A
 AX2357'WOODEN GATE AND A FARM ROAD INTERSECTION LEADING E. TO A FARM HOUSE.
 AX2357'IT IS 16.5 FEET W. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX2357'OF HIGHWAY, AND SET HORIZONTALLY IN THE S. END OF THE W. HEADWALL OF A
 AX2357'CONCRETE CULVERT.
 AX2357
 AX2357                          STATION RECOVERY (1987)
 AX2357
 AX2357'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2091 ***********************************************************************
 AX2091  DESIGNATION -  Q 836
 AX2091  PID         -  AX2091
 AX2091  STATE/COUNTY-  TX/GONZALES
 AX2091  USGS QUAD   -  NIXON (1987)
 AX2091
 AX2091                         *CURRENT SURVEY CONTROL
 AX2091  ___________________________________________________________________
 AX2091* NAD 83(1986)-  29 17 09.     (N)    097 45 55.     (W)     SCALED    
 AX2091* NAVD 88     -       103.35   (+/-2cm)     339.1    (feet)  VERTCON   
 AX2091  ___________________________________________________________________
 AX2091  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2091
 AX2091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2091
 AX2091.The horizontal coordinates were scaled from a topographic map and have
 AX2091.an estimated accuracy of +/- 6 seconds.
 AX2091
 AX2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2091.The vertical order pertains to the NGVD 29 superseded value.
 AX2091
 AX2091.The geoid height was determined by GEOID03.
 AX2091
 AX2091;                    North         East    Units  Estimated Accuracy
 AX2091;SPC TXSC     - 4,161,610.      719,960.      MT  (+/- 180 meters Scaled)
 AX2091
 AX2091                          SUPERSEDED SURVEY CONTROL
 AX2091
 AX2091  NGVD 29 (??/??/92)  103.307  (m)          338.93   (f) ADJ UNCH    2 0
 AX2091
 AX2091.Superseded values are not recommended for survey control.
 AX2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2091.See file dsdata.txt to determine how the superseded data were derived.
 AX2091
 AX2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT199402(NAD 83)
 AX2091_MARKER: DB = BENCH MARK DISK
 AX2091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2091_SP_SET: BRIDGE ABUTMENT
 AX2091_STAMPING: Q 836 1943
 AX2091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2091
 AX2091  HISTORY     - Date     Condition        Report By
 AX2091  HISTORY     - 1943     MONUMENTED       CGS
 AX2091  HISTORY     - 20030517 GOOD             USPSQD
 AX2091
 AX2091                          STATION DESCRIPTION
 AX2091
 AX2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2091'1.2 MI N FROM NIXON.
 AX2091'TO REACH FROM THE NIXON STATE BANK AT NIXON, PROCEED 1.2 MI. N. ALONG
 AX2091'STATE HIGHWAY NO. 80 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1
 AX2091'MI. S. OF A PRIVATE ROAD LEADING EAST TO A FRAME HOUSE, AND 13 FEET E.
 AX2091'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.  IT IS
 AX2091'SET HORIZONTALLY IN THE E. END OF THE S. ABUTMENT OF A CONCRETE BRIDGE
 AX2091'OVER CLEAR FORK CREEK.
 AX2091
 AX2091                          STATION RECOVERY (2003)
 AX2091
 AX2091'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2092 ***********************************************************************
 AX2092  DESIGNATION -  Q 836 RESET 1972
 AX2092  PID         -  AX2092
 AX2092  STATE/COUNTY-  TX/GONZALES
 AX2092  USGS QUAD   -  NIXON (1987)
 AX2092
 AX2092                         *CURRENT SURVEY CONTROL
 AX2092  ___________________________________________________________________
 AX2092* NAD 83(1986)-  29 17 09.     (N)    097 45 55.     (W)     SCALED    
 AX2092* NAVD 88     -       102.07   (+/-2cm)     334.9    (feet)  VERTCON   
 AX2092  ___________________________________________________________________
 AX2092  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2092
 AX2092  VERT ORDER  -  THIRD (See Below)
 AX2092
 AX2092.The horizontal coordinates were scaled from a topographic map and have
 AX2092.an estimated accuracy of +/- 6 seconds.
 AX2092
 AX2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2092.The vertical order pertains to the NGVD 29 superseded value.
 AX2092
 AX2092.The geoid height was determined by GEOID03.
 AX2092
 AX2092;                    North         East    Units  Estimated Accuracy
 AX2092;SPC TXSC     - 4,161,610.      719,960.      MT  (+/- 180 meters Scaled)
 AX2092
 AX2092                          SUPERSEDED SURVEY CONTROL
 AX2092
 AX2092  NGVD 29 (01/29/03)  102.03   (m)          334.7    (f) RESET       3  
 AX2092
 AX2092.Superseded values are not recommended for survey control.
 AX2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2092.See file dsdata.txt to determine how the superseded data were derived.
 AX2092
 AX2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT199402(NAD 83)
 AX2092_MARKER: DB = BENCH MARK DISK
 AX2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2092_STAMPING: Q 836 RESET 1972
 AX2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2092+STABILITY: SURFACE MOTION
 AX2092
 AX2092  HISTORY     - Date     Condition        Report By
 AX2092  HISTORY     - 1972     MONUMENTED       NGS
 AX2092  HISTORY     - 20030517 GOOD             USPSQD
 AX2092
 AX2092                          STATION DESCRIPTION
 AX2092
 AX2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX2092'1 MI N FROM NIXON.
 AX2092'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 80 IN
 AX2092'NIXON, GO NORTH ON STATE HIGHWAY 80 FOR 1.2 MILES TO MARK ON THE
 AX2092'RIGHT.  THIS IS JUST BEFORE REACHING BRIDGE.  A STANDARD BENCH MARK
 AX2092'DISK SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 4-INCHES
 AX2092'AND IS STAMPED Q 836 RESET 1972.  IT IS 99 FEET EAST OF THE
 AX2092'CENTER-LINE OF HIGHWAY, 55 FEET SOUTH OF A TELEPHONE POLE, 2.4 FEET
 AX2092'WEST OF THE FENCE-LINE, AND 1-FOOT NORTH OF A METAL WITNESS POST.
 AX2092
 AX2092                          STATION RECOVERY (2003)
 AX2092
 AX2092'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2048 ***********************************************************************
 AX2048  DESIGNATION -  Q 837
 AX2048  PID         -  AX2048
 AX2048  STATE/COUNTY-  TX/GONZALES
 AX2048  USGS QUAD   -  DEWVILLE (1987)
 AX2048
 AX2048                         *CURRENT SURVEY CONTROL
 AX2048  ___________________________________________________________________
 AX2048* NAD 83(1986)-  29 23 31.     (N)    097 49 15.     (W)     SCALED    
 AX2048* NAVD 88     -       141.69   (+/-2cm)     464.9    (feet)  VERTCON   
 AX2048  ___________________________________________________________________
 AX2048  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AX2048
 AX2048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2048
 AX2048.The horizontal coordinates were scaled from a topographic map and have
 AX2048.an estimated accuracy of +/- 6 seconds.
 AX2048
 AX2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2048.The vertical order pertains to the NGVD 29 superseded value.
 AX2048
 AX2048.The geoid height was determined by GEOID03.
 AX2048
 AX2048;                    North         East    Units  Estimated Accuracy
 AX2048;SPC TXSC     - 4,173,310.      714,440.      MT  (+/- 180 meters Scaled)
 AX2048
 AX2048                          SUPERSEDED SURVEY CONTROL
 AX2048
 AX2048  NGVD 29 (??/??/92)  141.635  (m)          464.68   (f) ADJ UNCH    2 0
 AX2048
 AX2048.Superseded values are not recommended for survey control.
 AX2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2048.See file dsdata.txt to determine how the superseded data were derived.
 AX2048
 AX2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT144519(NAD 83)
 AX2048_MARKER: DB = BENCH MARK DISK
 AX2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2048_STAMPING: Q 837 1943
 AX2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2048+STABILITY: SURFACE MOTION
 AX2048
 AX2048  HISTORY     - Date     Condition        Report By
 AX2048  HISTORY     - 1943     MONUMENTED       CGS
 AX2048  HISTORY     - 1963     GOOD             NGS
 AX2048  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2048
 AX2048                          STATION DESCRIPTION
 AX2048
 AX2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AX2048'6.55 MI SW FROM LEESVILLE.
 AX2048'TO REACH FROM THE POST OFFICE AT LEESVILLE-- PROCEED 5.6 MILES
 AX2048'WESTERLY ALONG THE LEESVILLE-DEWVILLE ROAD TO A TRACK ROAD
 AX2048'INTERSECTION LEADING NORTHWEST, THENCE 1.0 MILE NORTHWESTERLY TO SITE
 AX2048'OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE SOUTHEAST OF A CURVE AND
 AX2048'A PRIVATE ROAD INTERSECTION LEADING WEST, AND 28.0 FEET NORTHEAST OF
 AX2048'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 20.0
 AX2048'FEET SOUTHEAST OF THE CENTERLINE OF A WIRE GATE AND A DIM ROAD LEADING
 AX2048'NORTHEAST, 10.0 FEET SOUTHEAST OF A 12-INCH OAK TREE AND A FENCE
 AX2048'CORNER, 1.0 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 4.0 FEET
 AX2048'NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AX2048'FOOT.  NOTE-- TO REACH FROM THE COURTHOUSE IN SEGUIN, GO SOUTH ON
 AX2048'STATE HIGHWAY 123 FOR 6.85 MILES TO A GRAVEL ROAD ON THE LEFT.  TURN
 AX2048'LEFT, EAST, GO 4.75 MILES TO A T-ROAD JUNCTION.  TURN RIGHT AND FOLLOW
 AX2048'THE MAIN ROAD, SOUTH AND EAST, FOR 8.8 MILES TO A T-ROAD JUNCTION.
 AX2048'TURN LEFT, GO 0.25 MILE TO BENCH MARK ON THE LEFT, 25 FEET NORTHEAST
 AX2048'OF THE CENTER OF ROAD, 12 FEET SOUTHEAST OF AN OAK TREE, 7 FEET
 AX2048'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A 4 IN.X 4 IN.
 AX2048'WOODEN WITNESS POST.  A STANDARD DISK STAMPED Q 837 1943, SET IN A
 AX2048'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AX2048
 AX2048                          STATION RECOVERY (2003)
 AX2048
 AX2048'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1685 ***********************************************************************
 AX1685  DESIGNATION -  Q 838
 AX1685  PID         -  AX1685
 AX1685  STATE/COUNTY-  TX/DE WITT
 AX1685  USGS QUAD   -  EDGAR (1987)
 AX1685
 AX1685                         *CURRENT SURVEY CONTROL
 AX1685  ___________________________________________________________________
 AX1685* NAD 83(1986)-  29 09 54.     (N)    097 07 49.     (W)     SCALED    
 AX1685* NAVD 88     -        73.39   (+/-2cm)     240.8    (feet)  VERTCON   
 AX1685  ___________________________________________________________________
 AX1685  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX1685
 AX1685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1685
 AX1685.The horizontal coordinates were scaled from a topographic map and have
 AX1685.an estimated accuracy of +/- 6 seconds.
 AX1685
 AX1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1685.The vertical order pertains to the NGVD 29 superseded value.
 AX1685
 AX1685.The geoid height was determined by GEOID03.
 AX1685
 AX1685;                    North         East    Units  Estimated Accuracy
 AX1685;SPC TXSC     - 4,149,040.      781,860.      MT  (+/- 180 meters Scaled)
 AX1685
 AX1685                          SUPERSEDED SURVEY CONTROL
 AX1685
 AX1685  NGVD 29 (??/??/92)   73.401  (m)          240.82   (f) ADJ UNCH    2 0
 AX1685
 AX1685.Superseded values are not recommended for survey control.
 AX1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1685.See file dsdata.txt to determine how the superseded data were derived.
 AX1685
 AX1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT818277(NAD 83)
 AX1685_MARKER: DB = BENCH MARK DISK
 AX1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1685_STAMPING: Q 838 1943
 AX1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1685+STABILITY: SURFACE MOTION
 AX1685
 AX1685  HISTORY     - Date     Condition        Report By
 AX1685  HISTORY     - 1943     MONUMENTED       CGS
 AX1685
 AX1685                          STATION DESCRIPTION
 AX1685
 AX1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1685'10.1 MI S FROM YOAKUM.
 AX1685'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3.65 MILES
 AX1685'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1685'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 6.45 MILES SOUTHERLY TO
 AX1685'A T-ROAD INTERSECTION AT STRATTON AND TO SITE OF BENCH MARK. BENCH
 AX1685'MARK IS ABOUT 115.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AX1685'WHITE FRAME HOUSE, AND 55.0 FEET SOUTH OF THE CENTERLINE OF THE EAST
 AX1685'AND WEST ROAD.  IT IS 21.0 FEET EAST OF AND ABOUT THE SAME ELEVATION
 AX1685'AS THE CENTERLINE OF ROAD LEADING SOUTH, 22.0 FEET SOUTH OF A FENCE
 AX1685'CORNER, 16.0 FEET SOUTH OF THE CENTERLINE OF A WOODEN GATE 2.0 FEET
 AX1685'EAST OF THE FENCE, AND 3.5 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AX1685'POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1724 ***********************************************************************
 AX1724  DESIGNATION -  Q 839
 AX1724  PID         -  AX1724
 AX1724  STATE/COUNTY-  TX/DE WITT
 AX1724  USGS QUAD   -  VERHELLE (1987)
 AX1724
 AX1724                         *CURRENT SURVEY CONTROL
 AX1724  ___________________________________________________________________
 AX1724* NAD 83(1986)-  29 05 43.     (N)    097 09 57.     (W)     SCALED    
 AX1724* NAVD 88     -        65.45   (+/-2cm)     214.7    (feet)  VERTCON   
 AX1724  ___________________________________________________________________
 AX1724  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX1724
 AX1724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1724
 AX1724.The horizontal coordinates were scaled from a topographic map and have
 AX1724.an estimated accuracy of +/- 6 seconds.
 AX1724
 AX1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1724.The vertical order pertains to the NGVD 29 superseded value.
 AX1724
 AX1724.The geoid height was determined by GEOID03.
 AX1724
 AX1724;                    North         East    Units  Estimated Accuracy
 AX1724;SPC TXSC     - 4,141,260.      778,530.      MT  (+/- 180 meters Scaled)
 AX1724
 AX1724                          SUPERSEDED SURVEY CONTROL
 AX1724
 AX1724  NGVD 29 (??/??/92)   65.470  (m)          214.80   (f) ADJ UNCH    2 0
 AX1724
 AX1724.Superseded values are not recommended for survey control.
 AX1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1724.See file dsdata.txt to determine how the superseded data were derived.
 AX1724
 AX1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT785199(NAD 83)
 AX1724_MARKER: DB = BENCH MARK DISK
 AX1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1724_STAMPING: Q 839 1943
 AX1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1724+STABILITY: SURFACE MOTION
 AX1724
 AX1724  HISTORY     - Date     Condition        Report By
 AX1724  HISTORY     - 1943     MONUMENTED       CGS
 AX1724  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1724
 AX1724                          STATION DESCRIPTION
 AX1724
 AX1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1724'9.05 MI E FROM CUERO.
 AX1724'TO REACH FROM THE COURTHOUSE AT CUERO-- PROCEED 4.6 MILES
 AX1724'SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO A SIDE ROAD INTERSECTION
 AX1724'LEADING EAST, THENCE 4.45 MILE EASTERLY TO SITE OF BENCH MARK.  BENCH
 AX1724'MARK IS ABOUT 207.0 FEET WEST OF THE CENTERLINE OF A SMALL WOODEN
 AX1724'BRIDGE, AND 20.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AX1724'CENTERLINE OF ROAD.  IT IS 12.0 FEET EAST OF A 22-INCH OAK TREE, AND
 AX1724'3.5 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AX1724'FOOT.
 AX1724
 AX1724                          STATION RECOVERY (2001)
 AX1724
 AX1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1724'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0156 ***********************************************************************
 CA0156  DESIGNATION -  Q 84
 CA0156  PID         -  CA0156
 CA0156  STATE/COUNTY-  TX/MILLS
 CA0156  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0156
 CA0156                         *CURRENT SURVEY CONTROL
 CA0156  ___________________________________________________________________
 CA0156* NAD 83(1986)-  31 22 35.     (N)    098 30 49.     (W)     SCALED    
 CA0156* NAVD 88     -       455.286  (meters)    1493.72   (feet)  ADJUSTED  
 CA0156  ___________________________________________________________________
 CA0156  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CA0156  DYNAMIC HT  -         454.678 (meters)    1491.72  (feet)  COMP
 CA0156  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 CA0156
 CA0156  VERT ORDER  -  FIRST     CLASS II
 CA0156
 CA0156.The horizontal coordinates were scaled from a topographic map and have
 CA0156.an estimated accuracy of +/- 6 seconds.
 CA0156
 CA0156.The orthometric height was determined by differential leveling
 CA0156.and adjusted by the National Geodetic Survey in June 1991..
 CA0156
 CA0156.The geoid height was determined by GEOID03.
 CA0156
 CA0156.The dynamic height is computed by dividing the NAVD 88
 CA0156.geopotential number by the normal gravity value computed on the
 CA0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0156.degrees latitude (g = 980.6199 gals.).
 CA0156
 CA0156.The modeled gravity was interpolated from observed gravity values.
 CA0156
 CA0156;                    North         East    Units  Estimated Accuracy
 CA0156;SPC TX C     - 3,190,950.      873,080.      MT  (+/- 180 meters Scaled)
 CA0156
 CA0156                          SUPERSEDED SURVEY CONTROL
 CA0156
 CA0156  NGVD 29 (??/??/92)  455.174  (m)         1493.35   (f) ADJ UNCH    1 2
 CA0156
 CA0156.Superseded values are not recommended for survey control.
 CA0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0156.See file dsdata.txt to determine how the superseded data were derived.
 CA0156
 CA0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV462714(NAD 83)
 CA0156_MARKER: DB = BENCH MARK DISK
 CA0156_SETTING: 0 = UNSPECIFIED SETTING
 CA0156_MARK LOGO: CGS   
 CA0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0156
 CA0156  HISTORY     - Date     Condition        Report By
 CA0156  HISTORY     - UNK      MONUMENTED       CGS
 CA0156  HISTORY     - 1932     GOOD             NGS
 CA0156  HISTORY     - 1934     POOR             NGS
 CA0156  HISTORY     - 1983     GOOD             NGS
 CA0156
 CA0156                          STATION DESCRIPTION
 CA0156
 CA0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0156'4.0 MI NW FROM SCALLORN.
 CA0156'ON THE G.C. AND SANTA FE R.R., MARK IS IN THE SOUTHEAST CORNER OF THE
 CA0156'7TH COURSE FROM BASE OF SOUTH ABUTMENT ON EAST SIDE OF CULVERT NO.
 CA0156'306-A, 3 RAILS NORTH OF SWITCH FROM THE NORTH END OF THE SIDING AT
 CA0156'CASTOR, 0.5 MILE FROM NORTH, THE STATION BOARD AT CASTOR.
 CA0156
 CA0156                          STATION RECOVERY (1934)
 CA0156
 CA0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0156'MARK RECOVERED IN POOR CONDITION.
 CA0156
 CA0156                          STATION RECOVERY (1983)
 CA0156
 CA0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0156'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.2 KM
 CA0156'(0.1 MI) EAST ALONG FOURTH STREET FROM THE COURTHOUSE IN GOLDTHWAITE,
 CA0156'THENCE 10.8 KM (6.7 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD,
 CA0156'0.6 KM (0.35 MI) SOUTHEAST OF MILEPOST 307, IN THE NORTHEAST CORNER OF
 CA0156'THE TOP STONE STEP OF A LARGE ARCH STONE CULVERT, 35.7 METERS
 CA0156'(117.1 FT) NORTH OF SIGNAL NUMBER 3062, 4.3 METERS (14.1 FT) NORTHEAST
 CA0156'OF THE NEAR RAIL AND 0.3 METER (1.0 FT) NORTHEAST OF THE NORTHEAST
 CA0156'EDGE OF THE NORTHEAST HEADWALL.
 CA0156'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0150 ***********************************************************************
 AY0150  DESIGNATION -  Q 840
 AY0150  PID         -  AY0150
 AY0150  STATE/COUNTY-  TX/BEXAR
 AY0150  USGS QUAD   -  MARION (1992)
 AY0150
 AY0150                         *CURRENT SURVEY CONTROL
 AY0150  ___________________________________________________________________
 AY0150* NAD 83(1986)-  29 30 01.     (N)    098 13 47.     (W)     SCALED    
 AY0150* NAVD 88     -       208.31   (+/-2cm)     683.4    (feet)  VERTCON   
 AY0150  ___________________________________________________________________
 AY0150  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AY0150
 AY0150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0150
 AY0150.The horizontal coordinates were scaled from a topographic map and have
 AY0150.an estimated accuracy of +/- 6 seconds.
 AY0150
 AY0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0150.The vertical order pertains to the NGVD 29 superseded value.
 AY0150
 AY0150.The geoid height was determined by GEOID03.
 AY0150
 AY0150;                    North         East    Units  Estimated Accuracy
 AY0150;SPC TXSC     - 4,184,990.      674,680.      MT  (+/- 180 meters Scaled)
 AY0150
 AY0150                          SUPERSEDED SURVEY CONTROL
 AY0150
 AY0150  NGVD 29 (??/??/92)  208.212  (m)          683.11   (f) ADJ UNCH    2 0
 AY0150
 AY0150.Superseded values are not recommended for survey control.
 AY0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0150.See file dsdata.txt to determine how the superseded data were derived.
 AY0150
 AY0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT746636(NAD 83)
 AY0150_MARKER: DB = BENCH MARK DISK
 AY0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0150_STAMPING: Q 840 1943
 AY0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0150+STABILITY: SURFACE MOTION
 AY0150
 AY0150  HISTORY     - Date     Condition        Report By
 AY0150  HISTORY     - 1943     MONUMENTED       CGS
 AY0150  HISTORY     - 1958     GOOD             NGS
 AY0150  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0150  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0150  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0150
 AY0150                          STATION DESCRIPTION
 AY0150
 AY0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AY0150'4.0 MI SE FROM RANDOLPH FIELD.
 AY0150'TO REACH FROM THE NORTHEAST CORNER OF RANDOLPH FIELD, GO 4.0 MILES
 AY0150'SOUTH EAST ON F.M.HIGHWAY NO. 1316 WHICH IS THE OLD TRAINER-HALE ROAD
 AY0150'TO A CROSS ROAD.  THEN TURN LEFT AND GO EAST 0.1 MILE TO THE MARK ON
 AY0150'THE LEFT OR NORTH.  THE MARK IS ABOUT 23 FEET NORTH OF AND 1 FOOT
 AY0150'HIGHER THAN THE CENTERLINE OF THE GRAVEL ROAD.  IT IS 3.5 FEET WEST OF
 AY0150'THE THIRD POLE NORTHEAST OF THE ROAD AND HIGHWAY JUNCTION AND 3 FEET
 AY0150'NORTHEAST OF A 4 X 4 POST.  A STANDARD DISK STAMPED Q 840 1943 IN A
 AY0150'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 AY0150
 AY0150                          STATION RECOVERY (1988)
 AY0150
 AY0150'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0150'MARK NOT FOUND.
 AY0150
 AY0150                          STATION RECOVERY (1989)
 AY0150
 AY0150'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0150'MARK NOT FOUND.
 AY0150
 AY0150                          STATION RECOVERY (2003)
 AY0150
 AY0150'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0933 ***********************************************************************
 AX0933  DESIGNATION -  Q 842
 AX0933  PID         -  AX0933
 AX0933  STATE/COUNTY-  TX/FAYETTE
 AX0933  USGS QUAD   -  SWISS ALP (1981)
 AX0933
 AX0933                         *CURRENT SURVEY CONTROL
 AX0933  ___________________________________________________________________
 AX0933* NAD 83(1986)-  29 46 10.     (N)    096 54 34.     (W)     SCALED    
 AX0933* NAVD 88     -       103.47   (+/-2cm)     339.5    (feet)  VERTCON   
 AX0933  ___________________________________________________________________
 AX0933  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX0933
 AX0933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0933
 AX0933.The horizontal coordinates were scaled from a topographic map and have
 AX0933.an estimated accuracy of +/- 6 seconds.
 AX0933
 AX0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0933.The vertical order pertains to the NGVD 29 superseded value.
 AX0933
 AX0933.The geoid height was determined by GEOID03.
 AX0933
 AX0933;                    North         East    Units  Estimated Accuracy
 AX0933;SPC TXSC     - 4,216,380.      802,140.      MT  (+/- 180 meters Scaled)
 AX0933
 AX0933                          SUPERSEDED SURVEY CONTROL
 AX0933
 AX0933  NGVD 29 (??/??/92)  103.43   (m)          339.3    (f) COMPUTED    2 0
 AX0933
 AX0933.Superseded values are not recommended for survey control.
 AX0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0933.See file dsdata.txt to determine how the superseded data were derived.
 AX0933
 AX0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT021950(NAD 83)
 AX0933_MARKER: DB = BENCH MARK DISK
 AX0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0933_SP_SET: BRIDGE
 AX0933_STAMPING: Q 842 1943
 AX0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0933
 AX0933  HISTORY     - Date     Condition        Report By
 AX0933  HISTORY     - 1943     MONUMENTED       CGS
 AX0933  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0933  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0933  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0933  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX0933  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX0933
 AX0933                          STATION DESCRIPTION
 AX0933
 AX0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0933'6.45 MI N FROM SCHULENBURG.
 AX0933'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 77 AND U.S. HIGHWAY NO.
 AX0933'90 AT SCHULENBURG, PROCEED 6.45 MILES NORTHERLY ALONG U.S. HIGHWAY NO.
 AX0933'77 TO A CONCRETE BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX0933'HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 AX0933'68.0 FOOT CONCRETE BRIDGE OVER A CREEK.  IT IS 13.0 FEET WEST OF AND
 AX0933'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY. NOTE-- THE BRIDGE
 AX0933'IN WHICH THE MARK WAS SET HAS BEEN WIDENED AND RAISE.
 AX0933
 AX0933                          STATION RECOVERY (1987)
 AX0933
 AX0933'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0933'MARK NOT FOUND.
 AX0933
 AX0933                          STATION RECOVERY (1991)
 AX0933
 AX0933'RECOVERY NOTE BY US POWER SQUADRON 1991 (WGS)
 AX0933'MARK NOT FOUND.
 AX0933
 AX0933                          STATION RECOVERY (1997)
 AX0933
 AX0933'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0933'MARK NOT FOUND.
 AX0933
 AX0933                          STATION RECOVERY (2004)
 AX0933
 AX0933'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1120 ***********************************************************************
 AX1120  DESIGNATION -  Q 843
 AX1120  PID         -  AX1120
 AX1120  STATE/COUNTY-  TX/COLORADO
 AX1120  USGS QUAD   -  ROCK ISLAND (1981)
 AX1120
 AX1120                         *CURRENT SURVEY CONTROL
 AX1120  ___________________________________________________________________
 AX1120* NAD 83(1986)-  29 36 06.     (N)    096 36 23.     (W)     SCALED    
 AX1120* NAVD 88     -        91.90   (+/-2cm)     301.5    (feet)  VERTCON   
 AX1120  ___________________________________________________________________
 AX1120  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1120
 AX1120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1120
 AX1120.The horizontal coordinates were scaled from a topographic map and have
 AX1120.an estimated accuracy of +/- 6 seconds.
 AX1120
 AX1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1120.The vertical order pertains to the NGVD 29 superseded value.
 AX1120
 AX1120.The geoid height was determined by GEOID03.
 AX1120
 AX1120;                    North         East    Units  Estimated Accuracy
 AX1120;SPC TXSC     - 4,198,350.      831,820.      MT  (+/- 180 meters Scaled)
 AX1120
 AX1120                          SUPERSEDED SURVEY CONTROL
 AX1120
 AX1120  NGVD 29 (??/??/92)   91.881  (m)          301.45   (f) ADJ UNCH    2 0
 AX1120
 AX1120.Superseded values are not recommended for survey control.
 AX1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1120.See file dsdata.txt to determine how the superseded data were derived.
 AX1120
 AX1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT318770(NAD 83)
 AX1120_MARKER: DB = BENCH MARK DISK
 AX1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1120_STAMPING: Q 843 1943
 AX1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1120+STABILITY: SURFACE MOTION
 AX1120
 AX1120  HISTORY     - Date     Condition        Report By
 AX1120  HISTORY     - 1943     MONUMENTED       CGS
 AX1120  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1120
 AX1120                          STATION DESCRIPTION
 AX1120
 AX1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1120'8.35 MI S FROM GLIDDEN.
 AX1120'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1120'STATION AT GLIDDEN, PROCEED 0.4 MILE EASTERLY ALONG U.S. HIGHWAY NO.
 AX1120'90 TO THE INTERSECTION OF A GRAVEL ROAD LEADING SOUTH, THENCE 7.95
 AX1120'MILES SOUTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX1120'IS 88.0 YARDS NORTH OF THE CENTERLINE OF A GATE ENTRANCE TO A PRIVATE
 AX1120'HUNTING LODGE.  IT IS 20.7 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AX1120'AS THE CENTERLINE OF THE ROAD, 3.7 FEET WEST OF THE WEST RIGHT-OF-WAY
 AX1120'FENCE AND 3.6 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1120'MONUMENT PROJECTS 0.1 FOOT.
 AX1120
 AX1120                          STATION RECOVERY (2004)
 AX1120
 AX1120'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1170 ***********************************************************************
 AX1170  DESIGNATION -  Q 844
 AX1170  PID         -  AX1170
 AX1170  STATE/COUNTY-  TX/LAVACA
 AX1170  USGS QUAD   -  SUBLIME (1981)
 AX1170
 AX1170                         *CURRENT SURVEY CONTROL
 AX1170  ___________________________________________________________________
 AX1170* NAD 83(1986)-  29 29 53.     (N)    096 47 25.     (W)     SCALED    
 AX1170* NAVD 88     -        76.66   (+/-2cm)     251.5    (feet)  VERTCON   
 AX1170  ___________________________________________________________________
 AX1170  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX1170
 AX1170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1170
 AX1170.The horizontal coordinates were scaled from a topographic map and have
 AX1170.an estimated accuracy of +/- 6 seconds.
 AX1170
 AX1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1170.The vertical order pertains to the NGVD 29 superseded value.
 AX1170
 AX1170.The geoid height was determined by GEOID03.
 AX1170
 AX1170;                    North         East    Units  Estimated Accuracy
 AX1170;SPC TXSC     - 4,186,520.      814,230.      MT  (+/- 180 meters Scaled)
 AX1170
 AX1170                          SUPERSEDED SURVEY CONTROL
 AX1170
 AX1170  NGVD 29 (??/??/92)   76.656  (m)          251.50   (f) ADJ UNCH    2 0
 AX1170
 AX1170.Superseded values are not recommended for survey control.
 AX1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1170.See file dsdata.txt to determine how the superseded data were derived.
 AX1170
 AX1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT142652(NAD 83)
 AX1170_MARKER: DB = BENCH MARK DISK
 AX1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1170_STAMPING: Q 844 1943
 AX1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1170+STABILITY: SURFACE MOTION
 AX1170
 AX1170  HISTORY     - Date     Condition        Report By
 AX1170  HISTORY     - 1943     MONUMENTED       CGS
 AX1170  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1170  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1170
 AX1170                          STATION DESCRIPTION
 AX1170
 AX1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1170'1.7 MI N FROM SUBLIME.
 AX1170'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1170'PASS) RAILROAD STATION AT SUBLIME, PROCEED 1.6 MILE NORTHERLY ALONG A
 AX1170'DIRT ROAD LEADING TO WEIMAR TO SITE OF BENCH MARK.  BENCH MARK IS 0.05
 AX1170'MILE SOUTHEAST OF A SHARP CURVE IN THE ROAD.  IT IS 18.5 FEET
 AX1170'NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 16.5
 AX1170'FEET NORTHWEST OF A TRIANGULAR BLASE ON A 2.0 FOOT OAK TREE AND 2.6
 AX1170'FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT
 AX1170'PROJECTS 0.3 FOOT.
 AX1170
 AX1170                          STATION RECOVERY (1997)
 AX1170
 AX1170'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1170'MARK NOT FOUND.
 AX1170
 AX1170                          STATION RECOVERY (2004)
 AX1170
 AX1170'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1242 ***********************************************************************
 AX1242  DESIGNATION -  Q 845
 AX1242  PID         -  AX1242
 AX1242  STATE/COUNTY-  TX/COLORADO
 AX1242  USGS QUAD   -  OAKLAND (1981)
 AX1242
 AX1242                         *CURRENT SURVEY CONTROL
 AX1242  ___________________________________________________________________
 AX1242* NAD 83(1986)-  29 35 37.     (N)    096 48 34.     (W)     SCALED    
 AX1242* NAVD 88     -        72.46   (+/-2cm)     237.7    (feet)  VERTCON   
 AX1242  ___________________________________________________________________
 AX1242  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1242
 AX1242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1242
 AX1242.The horizontal coordinates were scaled from a topographic map and have
 AX1242.an estimated accuracy of +/- 6 seconds.
 AX1242
 AX1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1242.The vertical order pertains to the NGVD 29 superseded value.
 AX1242
 AX1242.The geoid height was determined by GEOID03.
 AX1242
 AX1242;                    North         East    Units  Estimated Accuracy
 AX1242;SPC TXSC     - 4,197,070.      812,180.      MT  (+/- 180 meters Scaled)
 AX1242
 AX1242                          SUPERSEDED SURVEY CONTROL
 AX1242
 AX1242  NGVD 29 (??/??/92)   72.440  (m)          237.66   (f) ADJ UNCH    2 0
 AX1242
 AX1242.Superseded values are not recommended for survey control.
 AX1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1242.See file dsdata.txt to determine how the superseded data were derived.
 AX1242
 AX1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT121757(NAD 83)
 AX1242_MARKER: DB = BENCH MARK DISK
 AX1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1242_STAMPING: Q 845 1943
 AX1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1242+STABILITY: SURFACE MOTION
 AX1242
 AX1242  HISTORY     - Date     Condition        Report By
 AX1242  HISTORY     - 1943     MONUMENTED       CGS
 AX1242  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX1242
 AX1242                          STATION DESCRIPTION
 AX1242
 AX1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1242'1.85 MI E FROM OAKLAND.
 AX1242'TO REACH FROM THE SCHOOL BUILDING AT OAKLAND, PROCEED 1.85 MILE
 AX1242'EASTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.2
 AX1242'MILE EAST OF THE INTERSECTION OF A DIRT ROAD LEADING SOUTH AT TWO
 AX1242'WOODEN BRIDGES.  IT IS 24.4 FEET NORTH OF AND ABOUT THE SAME ELEVATION
 AX1242'AS THE CENTERLINE OF THE ROAD, 4.1 FEET NORTH OF THE NORTH
 AX1242'RIGHT-OF-WAY FENCE AND 2.3 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1242'POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1242
 AX1242                          STATION RECOVERY (2002)
 AX1242
 AX1242'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1505 ***********************************************************************
 AX1505  DESIGNATION -  Q 846
 AX1505  PID         -  AX1505
 AX1505  STATE/COUNTY-  TX/LAVACA
 AX1505  USGS QUAD   -  KOMENSKY (1981)
 AX1505
 AX1505                         *CURRENT SURVEY CONTROL
 AX1505  ___________________________________________________________________
 AX1505* NAD 83(1986)-  29 34 20.     (N)    097 02 39.     (W)     SCALED    
 AX1505* NAVD 88     -       106.33   (+/-2cm)     348.9    (feet)  VERTCON   
 AX1505  ___________________________________________________________________
 AX1505  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AX1505
 AX1505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1505
 AX1505.The horizontal coordinates were scaled from a topographic map and have
 AX1505.an estimated accuracy of +/- 6 seconds.
 AX1505
 AX1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1505.The vertical order pertains to the NGVD 29 superseded value.
 AX1505
 AX1505.The geoid height was determined by GEOID03.
 AX1505
 AX1505;                    North         East    Units  Estimated Accuracy
 AX1505;SPC TXSC     - 4,194,300.      789,480.      MT  (+/- 180 meters Scaled)
 AX1505
 AX1505                          SUPERSEDED SURVEY CONTROL
 AX1505
 AX1505  NGVD 29 (??/??/92)  106.31   (m)          348.8    (f) COMPUTED    2 0
 AX1505
 AX1505.Superseded values are not recommended for survey control.
 AX1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1505.See file dsdata.txt to determine how the superseded data were derived.
 AX1505
 AX1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT894729(NAD 83)
 AX1505_MARKER: DB = BENCH MARK DISK
 AX1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1505_STAMPING: Q 846 1943
 AX1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1505+STABILITY: SURFACE MOTION
 AX1505
 AX1505  HISTORY     - Date     Condition        Report By
 AX1505  HISTORY     - 1943     MONUMENTED       CGS
 AX1505
 AX1505                          STATION DESCRIPTION
 AX1505
 AX1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1505'6.9 MI E FROM MOULTON.
 AX1505'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1505'STATION AT MOULTON, PROCEED 0.45 MILE SOUTHERLY ALONG THE TRACK TO A
 AX1505'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 6.45 MILES EASTERLY
 AX1505'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 28.0 FEET
 AX1505'SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS
 AX1505'25.6 FEET NORTH OF R.E.A. CO-OP POLE NO.21/T9/2, AND 2.6 FEET EAST OF
 AX1505'A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1506 ***********************************************************************
 AX1506  DESIGNATION -  Q 846 RESET 1951
 AX1506  PID         -  AX1506
 AX1506  STATE/COUNTY-  TX/LAVACA
 AX1506  USGS QUAD   -  KOMENSKY (1981)
 AX1506
 AX1506                         *CURRENT SURVEY CONTROL
 AX1506  ___________________________________________________________________
 AX1506* NAD 83(1986)-  29 34 20.     (N)    097 02 39.     (W)     SCALED    
 AX1506* NAVD 88     -       106.30   (+/-2cm)     348.8    (feet)  VERTCON   
 AX1506  ___________________________________________________________________
 AX1506  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AX1506
 AX1506  VERT ORDER  -  THIRD (See Below)
 AX1506
 AX1506.The horizontal coordinates were scaled from a topographic map and have
 AX1506.an estimated accuracy of +/- 6 seconds.
 AX1506
 AX1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1506.The vertical order pertains to the NGVD 29 superseded value.
 AX1506
 AX1506.The geoid height was determined by GEOID03.
 AX1506
 AX1506;                    North         East    Units  Estimated Accuracy
 AX1506;SPC TXSC     - 4,194,300.      789,480.      MT  (+/- 180 meters Scaled)
 AX1506
 AX1506                          SUPERSEDED SURVEY CONTROL
 AX1506
 AX1506  NGVD 29 (??/??/??)  106.28   (m)          348.7    (f) RESET       3  
 AX1506
 AX1506.Superseded values are not recommended for survey control.
 AX1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1506.See file dsdata.txt to determine how the superseded data were derived.
 AX1506
 AX1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT894729(NAD 83)
 AX1506_MARKER: DB = BENCH MARK DISK
 AX1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1506_STAMPING: Q 846 RESET 1951
 AX1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1506+STABILITY: SURFACE MOTION
 AX1506
 AX1506  HISTORY     - Date     Condition        Report By
 AX1506  HISTORY     - 1951     MONUMENTED       TXHD
 AX1506
 AX1506                          STATION DESCRIPTION
 AX1506
 AX1506'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AX1506'0.4 MI S FROM MOULTON.
 AX1506'0.4 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX1506'STATION AT MOULTON, THENCE 6.4 MILES EAST ALONG FARM-TO-MARKET HIGHWAY
 AX1506'532, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.0 FEET NORTH
 AX1506'OF R.E.A. POLE 21/T9/2, AND 1.2 FEET HIGHER THAN THE HIGHWAY. SET IN
 AX1506'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1635 ***********************************************************************
 AX1635  DESIGNATION -  Q 847
 AX1635  PID         -  AX1635
 AX1635  STATE/COUNTY-  TX/LAVACA
 AX1635  USGS QUAD   -  SWEET HOME (1987)
 AX1635
 AX1635                         *CURRENT SURVEY CONTROL
 AX1635  ___________________________________________________________________
 AX1635* NAD 83(1986)-  29 19 57.     (N)    097 05 11.     (W)     SCALED    
 AX1635* NAVD 88     -        77.30   (+/-2cm)     253.6    (feet)  VERTCON   
 AX1635  ___________________________________________________________________
 AX1635  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1635
 AX1635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1635
 AX1635.The horizontal coordinates were scaled from a topographic map and have
 AX1635.an estimated accuracy of +/- 6 seconds.
 AX1635
 AX1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1635.The vertical order pertains to the NGVD 29 superseded value.
 AX1635
 AX1635.The geoid height was determined by GEOID03.
 AX1635
 AX1635;                    North         East    Units  Estimated Accuracy
 AX1635;SPC TXSC     - 4,167,670.      785,830.      MT  (+/- 180 meters Scaled)
 AX1635
 AX1635                          SUPERSEDED SURVEY CONTROL
 AX1635
 AX1635  NGVD 29 (??/??/92)   77.297  (m)          253.60   (f) ADJ UNCH    2 0
 AX1635
 AX1635.Superseded values are not recommended for survey control.
 AX1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1635.See file dsdata.txt to determine how the superseded data were derived.
 AX1635
 AX1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT858463(NAD 83)
 AX1635_MARKER: DB = BENCH MARK DISK
 AX1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1635_STAMPING: Q 847 1934
 AX1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1635+STABILITY: SURFACE MOTION
 AX1635
 AX1635  HISTORY     - Date     Condition        Report By
 AX1635  HISTORY     - 1934     MONUMENTED       CGS
 AX1635  HISTORY     - 1962     GOOD             USGS
 AX1635
 AX1635                          STATION DESCRIPTION
 AX1635
 AX1635'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX1635'1.2 MI SW FROM SWEET HOME.
 AX1635'ABOUT 1.2 MILES SOUTHWEST ALONG THE DISMANTLED TEXAS AND NEW ORLEANS
 AX1635'RAILROAD FROM SWEET HOME TEXAS IN LAVACA COUNTY, ABOUT 0.1 MILE
 AX1635'NORTHEAST OF FARM HOUSE AND 500 FEET SOUTHWEST OF A DRAIN, 39 FEET
 AX1635'SOUTHEAST OF CENTER OF RAIL ROAD BED 13.4 FEET NORTHWEST OF RIGHT- A-
 AX1635'WAY FENCE.  A STANDARD DISK STAMPED Q 847 1943 AND SET IN THE TOP OF A
 AX1635'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2008 ***********************************************************************
 AX2008  DESIGNATION -  Q 849
 AX2008  PID         -  AX2008
 AX2008  STATE/COUNTY-  TX/GONZALES
 AX2008  USGS QUAD   -  SMILEY (1987)
 AX2008
 AX2008                         *CURRENT SURVEY CONTROL
 AX2008  ___________________________________________________________________
 AX2008* NAD 83(1986)-  29 16 10.     (N)    097 38 43.     (W)     SCALED    
 AX2008* NAVD 88     -        90.90   (+/-2cm)     298.2    (feet)  VERTCON   
 AX2008  ___________________________________________________________________
 AX2008  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AX2008
 AX2008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2008
 AX2008.The horizontal coordinates were scaled from a topographic map and have
 AX2008.an estimated accuracy of +/- 6 seconds.
 AX2008
 AX2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2008.The vertical order pertains to the NGVD 29 superseded value.
 AX2008
 AX2008.The geoid height was determined by GEOID03.
 AX2008
 AX2008;                    North         East    Units  Estimated Accuracy
 AX2008;SPC TXSC     - 4,159,920.      731,640.      MT  (+/- 180 meters Scaled)
 AX2008
 AX2008                          SUPERSEDED SURVEY CONTROL
 AX2008
 AX2008  NGVD 29 (??/??/92)   90.871  (m)          298.13   (f) ADJ UNCH    2 0
 AX2008
 AX2008.Superseded values are not recommended for survey control.
 AX2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2008.See file dsdata.txt to determine how the superseded data were derived.
 AX2008
 AX2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT316385(NAD 83)
 AX2008_MARKER: DB = BENCH MARK DISK
 AX2008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2008_SP_SET: CULVERT
 AX2008_STAMPING: Q 849 1943
 AX2008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2008
 AX2008  HISTORY     - Date     Condition        Report By
 AX2008  HISTORY     - 1943     MONUMENTED       CGS
 AX2008  HISTORY     - 20030517 GOOD             USPSQD
 AX2008
 AX2008                          STATION DESCRIPTION
 AX2008
 AX2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2008'0.5 MI W FROM SMILEY.
 AX2008'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX2008'STATION AT SMILEY, PROCEED 0.5 MILE WESTERLY ALONG THE TRACK TO A
 AX2008'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX2008'HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 2.5
 AX2008'FOOT CONCRETE PIPE CULVERT UNDER THE TRACK.  IT IS 19.5 FEET SOUTH OF
 AX2008'AND ABOUT 4.5 FEET BELOW THE CENTERLINE OF THE TRACK.
 AX2008
 AX2008                          STATION RECOVERY (2003)
 AX2008
 AX2008'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0436 ***********************************************************************
 AX0436  DESIGNATION -  Q 851
 AX0436  PID         -  AX0436
 AX0436  STATE/COUNTY-  TX/WHARTON
 AX0436  USGS QUAD   -  NEW TAITON (1981)
 AX0436
 AX0436                         *CURRENT SURVEY CONTROL
 AX0436  ___________________________________________________________________
 AX0436* NAD 83(1986)-  29 16 32.     (N)    096 19 22.     (W)     SCALED    
 AX0436* NAVD 88     -        37.46   (+/-2cm)     122.9    (feet)  VERTCON   
 AX0436  ___________________________________________________________________
 AX0436  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0436
 AX0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0436
 AX0436.The horizontal coordinates were scaled from a topographic map and have
 AX0436.an estimated accuracy of +/- 6 seconds.
 AX0436
 AX0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0436.The vertical order pertains to the NGVD 29 superseded value.
 AX0436
 AX0436.The geoid height was determined by GEOID03.
 AX0436
 AX0436;                    North         East    Units  Estimated Accuracy
 AX0436;SPC TXSC     - 4,162,810.      860,110.      MT  (+/- 180 meters Scaled)
 AX0436
 AX0436                          SUPERSEDED SURVEY CONTROL
 AX0436
 AX0436  NGVD 29 (??/??/92)   37.459  (m)          122.90   (f) ADJ UNCH    2 0
 AX0436
 AX0436.Superseded values are not recommended for survey control.
 AX0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0436.See file dsdata.txt to determine how the superseded data were derived.
 AX0436
 AX0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT601414(NAD 83)
 AX0436_MARKER: DB = BENCH MARK DISK
 AX0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0436_STAMPING: Q-851 1943
 AX0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0436+STABILITY: SURFACE MOTION
 AX0436
 AX0436  HISTORY     - Date     Condition        Report By
 AX0436  HISTORY     - 1943     MONUMENTED       CGS
 AX0436  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0436
 AX0436                          STATION DESCRIPTION
 AX0436
 AX0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0436'6.3 MI NW FROM EL CAMPO.
 AX0436'6.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE POST OFFICE AT
 AX0436'EL CAMPO, SET AT A T ROAD, IN THE SOUTHWEST CORNER OF THE FIELD, 55
 AX0436'FEET EAST OF THE CENTER-LINE OF THE HIGHWAY, 79.6 FEET SOUTHEAST OF
 AX0436'THE CENTER-LINE OF THE EAST END OF A CULVERT, 17 FEET NORTH OF THE
 AX0436'CENTER-LINE OF THE SIDE ROAD LEADING EAST, 2.3 FEET WEST OF REFERENCE
 AX0436'POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 AX0436'0.5 FOOT ABOVE THE GROUND.
 AX0436
 AX0436                          STATION RECOVERY (1990)
 AX0436
 AX0436'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0724 ***********************************************************************
 AX0724  DESIGNATION -  Q 852
 AX0724  PID         -  AX0724
 AX0724  STATE/COUNTY-  TX/WHARTON
 AX0724  USGS QUAD   -  GANADO NE (1981)
 AX0724
 AX0724                         *CURRENT SURVEY CONTROL
 AX0724  ___________________________________________________________________
 AX0724* NAD 83(1986)-  29 14 07.     (N)    096 32 24.     (W)     SCALED    
 AX0724* NAVD 88     -        36.09   (+/-2cm)     118.4    (feet)  VERTCON   
 AX0724  ___________________________________________________________________
 AX0724  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0724
 AX0724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0724
 AX0724.The horizontal coordinates were scaled from a topographic map and have
 AX0724.an estimated accuracy of +/- 6 seconds.
 AX0724
 AX0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0724.The vertical order pertains to the NGVD 29 superseded value.
 AX0724
 AX0724.The geoid height was determined by GEOID03.
 AX0724
 AX0724;                    North         East    Units  Estimated Accuracy
 AX0724;SPC TXSC     - 4,157,890.      839,110.      MT  (+/- 180 meters Scaled)
 AX0724
 AX0724                          SUPERSEDED SURVEY CONTROL
 AX0724
 AX0724  NGVD 29 (??/??/92)   36.094  (m)          118.42   (f) ADJ UNCH    2 0
 AX0724
 AX0724.Superseded values are not recommended for survey control.
 AX0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0724.See file dsdata.txt to determine how the superseded data were derived.
 AX0724
 AX0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT390365(NAD 83)
 AX0724_MARKER: DB = BENCH MARK DISK
 AX0724_SETTING: 0 = UNSPECIFIED SETTING
 AX0724_STAMPING: Q 852 1943
 AX0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0724
 AX0724  HISTORY     - Date     Condition        Report By
 AX0724  HISTORY     - 1943     MONUMENTED       CGS
 AX0724  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0724
 AX0724                          STATION DESCRIPTION
 AX0724
 AX0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AX0724'15.4 MI N FROM GANADO.
 AX0724'0.3 MI. S.W. ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE STATION
 AX0724'AT GANADO, 15.1 MI. N. ALONG THE COUNTY ROAD, SET AT A T ROAD, ABOUT
 AX0724'500 FEET N.W. OF A WHITE FARM HOUSE, IN LINE WITH THE ROAD LEADING E.,
 AX0724'30 FEET W. OF THE CENTERLINE OF THE N-S ROAD, 1 FOOT E. OF THE FENCE,
 AX0724'1.3 FEET N. OF THE REFERENCE POST.  PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0749 ***********************************************************************
 AX0749  DESIGNATION -  Q 853
 AX0749  PID         -  AX0749
 AX0749  STATE/COUNTY-  TX/LAVACA
 AX0749  USGS QUAD   -  SPEAKS (1981)
 AX0749
 AX0749                         *CURRENT SURVEY CONTROL
 AX0749  ___________________________________________________________________
 AX0749* NAD 83(1986)-  29 16 32.     (N)    096 39 26.     (W)     SCALED    
 AX0749* NAVD 88     -        45.55   (+/-2cm)     149.4    (feet)  VERTCON   
 AX0749  ___________________________________________________________________
 AX0749  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0749
 AX0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0749
 AX0749.The horizontal coordinates were scaled from a topographic map and have
 AX0749.an estimated accuracy of +/- 6 seconds.
 AX0749
 AX0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0749.The vertical order pertains to the NGVD 29 superseded value.
 AX0749
 AX0749.The geoid height was determined by GEOID03.
 AX0749
 AX0749;                    North         East    Units  Estimated Accuracy
 AX0749;SPC TXSC     - 4,162,120.      827,620.      MT  (+/- 180 meters Scaled)
 AX0749
 AX0749                          SUPERSEDED SURVEY CONTROL
 AX0749
 AX0749  NGVD 29 (??/??/92)   45.544  (m)          149.42   (f) ADJ UNCH    2 0
 AX0749
 AX0749.Superseded values are not recommended for survey control.
 AX0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0749.See file dsdata.txt to determine how the superseded data were derived.
 AX0749
 AX0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT276407(NAD 83)
 AX0749_MARKER: DB = BENCH MARK DISK
 AX0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0749_STAMPING: Q 853 1943
 AX0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0749+STABILITY: SURFACE MOTION
 AX0749
 AX0749  HISTORY     - Date     Condition        Report By
 AX0749  HISTORY     - 1943     MONUMENTED       CGS
 AX0749  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0749
 AX0749                          STATION DESCRIPTION
 AX0749
 AX0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0749'1.8 MI W FROM PROVIDENT CITY.
 AX0749'1.8 MI. W. ALONG THE COUNTY ROAD FROM THE P.O. AT PROVIDENT CITY, SET
 AX0749'AT A CATTLE GUARD, 29 FEET N. OF THE CENTERLINE OF THE ROAD, 21.3 FEET
 AX0749'N. OF THE N. GATE POST, 2.9 FEET N.E. OF THE 3-WAY CORNER FENCE POST,
 AX0749'1.3 FEET E. OF THE N-S FENCE, 1.7 FEET S. OF REFERENCE POST. PROJECTS
 AX0749'0.3 FOOT.
 AX0749
 AX0749                          STATION RECOVERY (1997)
 AX0749
 AX0749'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0816 ***********************************************************************
 AX0816  DESIGNATION -  Q 854
 AX0816  PID         -  AX0816
 AX0816  STATE/COUNTY-  TX/LAVACA
 AX0816  USGS QUAD   -  SUBLIME (1981)
 AX0816
 AX0816                         *CURRENT SURVEY CONTROL
 AX0816  ___________________________________________________________________
 AX0816* NAD 83(1986)-  29 26 26.     (N)    096 47 02.     (W)     SCALED    
 AX0816* NAVD 88     -        61.80   (+/-2cm)     202.8    (feet)  VERTCON   
 AX0816  ___________________________________________________________________
 AX0816  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0816
 AX0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0816
 AX0816.The horizontal coordinates were scaled from a topographic map and have
 AX0816.an estimated accuracy of +/- 6 seconds.
 AX0816
 AX0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0816.The vertical order pertains to the NGVD 29 superseded value.
 AX0816
 AX0816.The geoid height was determined by GEOID03.
 AX0816
 AX0816;                    North         East    Units  Estimated Accuracy
 AX0816;SPC TXSC     - 4,180,160.      814,970.      MT  (+/- 180 meters Scaled)
 AX0816
 AX0816                          SUPERSEDED SURVEY CONTROL
 AX0816
 AX0816  NGVD 29 (??/??/92)   61.803  (m)          202.77   (f) ADJ UNCH    2 0
 AX0816
 AX0816.Superseded values are not recommended for survey control.
 AX0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0816.See file dsdata.txt to determine how the superseded data were derived.
 AX0816
 AX0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT149588(NAD 83)
 AX0816_MARKER: DB = BENCH MARK DISK
 AX0816_SETTING: 0 = UNSPECIFIED SETTING
 AX0816_STAMPING: Q 854 1943
 AX0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0816
 AX0816  HISTORY     - Date     Condition        Report By
 AX0816  HISTORY     - 1943     MONUMENTED       CGS
 AX0816  HISTORY     - 1974     GOOD             NGS
 AX0816  HISTORY     - 19970706 GOOD             USPSQD
 AX0816
 AX0816                          STATION DESCRIPTION
 AX0816
 AX0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AX0816'2.5 MI S FROM SUBLIME.
 AX0816'FROM THE INTERSECTION OF U.S. HIGHWAY 90A AND FARM ROAD 3283, IN
 AX0816'SUBLIME.  GO SOUTHERLY ON FARM ROAD 3283 FOR 2.45 MILES TO GATE ON THE
 AX0816'LEFT AND MARK ON THE LEFT.  THE MARK IS AT THE NORTH END OF THE GATE
 AX0816'AND 1-FOOT SOUTH OF A METAL WITNESS POST.
 AX0816
 AX0816                          STATION RECOVERY (1997)
 AX0816
 AX0816'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1649 ***********************************************************************
 AN1649  DESIGNATION -  Q 855
 AN1649  PID         -  AN1649
 AN1649  STATE/COUNTY-  TX/KARNES
 AN1649  USGS QUAD   -  HELENA (1987)
 AN1649
 AN1649                         *CURRENT SURVEY CONTROL
 AN1649  ___________________________________________________________________
 AN1649* NAD 83(1986)-  28 56 32.     (N)    097 49 54.     (W)     SCALED    
 AN1649* NAVD 88     -        77.69   (+/-2cm)     254.9    (feet)  VERTCON   
 AN1649  ___________________________________________________________________
 AN1649  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AN1649
 AN1649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1649
 AN1649.The horizontal coordinates were scaled from a topographic map and have
 AN1649.an estimated accuracy of +/- 6 seconds.
 AN1649
 AN1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1649.The vertical order pertains to the NGVD 29 superseded value.
 AN1649
 AN1649.The geoid height was determined by GEOID03.
 AN1649
 AN1649;                    North         East    Units  Estimated Accuracy
 AN1649;SPC TXSC     - 4,123,460.      713,890.      MT  (+/- 180 meters Scaled)
 AN1649
 AN1649                          SUPERSEDED SURVEY CONTROL
 AN1649
 AN1649  NGVD 29 (??/??/92)   77.666  (m)          254.81   (f) ADJ UNCH    2 0
 AN1649
 AN1649.Superseded values are not recommended for survey control.
 AN1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1649.See file dsdata.txt to determine how the superseded data were derived.
 AN1649
 AN1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT138021(NAD 83)
 AN1649_MARKER: DB = BENCH MARK DISK
 AN1649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1649_SP_SET: CULVERT
 AN1649_STAMPING: Q 855 1943
 AN1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1649
 AN1649  HISTORY     - Date     Condition        Report By
 AN1649  HISTORY     - 1943     MONUMENTED       CGS
 AN1649  HISTORY     - 20040917 MARK NOT FOUND   USPSQD
 AN1649
 AN1649                          STATION DESCRIPTION
 AN1649
 AN1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1649'0.9 MI SW FROM HELENA.
 AN1649'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE FOUR CORNERS
 AN1649'AT HELENA, KARNES COUNTY, IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 AN1649'WALL OF A 4- BY 5-FOOT CONCRETE BOX CULVERT, 14.4 FEET WEST OF THE
 AN1649'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AN1649'A STANDARD DISK, STAMPED Q 855 1943.
 AN1649
 AN1649                          STATION RECOVERY (2004)
 AN1649
 AN1649'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN1649'WIDTH OF HIGHWAY 80 EXCEEDS 29 FEET. OLD BOX CULVERT REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2824 ***********************************************************************
 AX2824  DESIGNATION -  Q 856 RESET
 AX2824  PID         -  AX2824
 AX2824  STATE/COUNTY-  TX/WILSON
 AX2824  USGS QUAD   -  GILLETT (1987)
 AX2824
 AX2824                         *CURRENT SURVEY CONTROL
 AX2824  ___________________________________________________________________
 AX2824* NAD 83(1986)-  29 14 41.     (N)    097 45 19.     (W)     SCALED    
 AX2824* NAVD 88     -       105.37   (+/-2cm)     345.7    (feet)  VERTCON   
 AX2824  ___________________________________________________________________
 AX2824  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2824
 AX2824  VERT ORDER  -  THIRD (See Below)
 AX2824
 AX2824.The horizontal coordinates were scaled from a topographic map and have
 AX2824.an estimated accuracy of +/- 6 seconds.
 AX2824
 AX2824.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2824.The vertical order pertains to the NGVD 29 superseded value.
 AX2824
 AX2824.The geoid height was determined by GEOID03.
 AX2824
 AX2824;                    North         East    Units  Estimated Accuracy
 AX2824;SPC TXSC     - 4,157,060.      720,980.      MT  (+/- 180 meters Scaled)
 AX2824
 AX2824                          SUPERSEDED SURVEY CONTROL
 AX2824
 AX2824  NGVD 29 (01/29/03)  105.34   (m)          345.6    (f) RESET       3  
 AX2824
 AX2824.Superseded values are not recommended for survey control.
 AX2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2824.See file dsdata.txt to determine how the superseded data were derived.
 AX2824
 AX2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT209357(NAD 83)
 AX2824_MARKER: I = METAL ROD
 AX2824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2824_SP_SET: STAINLESS STEEL ROD
 AX2824_STAMPING: Q 856 RESET 1981
 AX2824_MARK LOGO: NGS   
 AX2824_PROJECTION: RECESSED 3 CENTIMETERS
 AX2824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2824_ROD/PIPE-DEPTH: 4.6  meters
 AX2824
 AX2824  HISTORY     - Date     Condition        Report By
 AX2824  HISTORY     - 1981     MONUMENTED       NGS
 AX2824  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 AX2824
 AX2824                          STATION DESCRIPTION
 AX2824
 AX2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AX2824'2.65 KM (1.65 MI) SSE FROM NIXON.
 AX2824'2.65 KM (1.65 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE POST
 AX2824'OFFICE IN NIXON, AT THE RESIDENCE OF P.F.SANDERS, 22.8 M (75.0 FT)
 AX2824'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.9 M (36.0 FT) SOUTHEAST
 AX2824'OF THE CENTER OF A DRILLED WATER WELL, 11.5 M (38.0 FT) EAST-NORTHEAST
 AX2824'OF THE NORTHWEST CORNER OF THE HOUSE, 3.9 M (13.0 FT) SOUTH-SOUTHEAST
 AX2824'OF THE CENTER OF A DRIVEWAY, 1.1 M (3.5 FT) NORTHWEST OF THE
 AX2824'NORTH-NORTHEAST CORNER OF THE HOUSE, 0.8 M (2.5 FT) NORTH OF THE NORTH
 AX2824'FACE OF THE HOUSE, ROD WAS DRIVEN TO REFUSAL.
 AX2824'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 AX2824
 AX2824                          STATION RECOVERY (2004)
 AX2824
 AX2824'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1949 ***********************************************************************
 AX1949  DESIGNATION -  Q 857
 AX1949  PID         -  AX1949
 AX1949  STATE/COUNTY-  TX/KARNES
 AX1949  USGS QUAD   -  GARFIELD (1987)
 AX1949
 AX1949                         *CURRENT SURVEY CONTROL
 AX1949  ___________________________________________________________________
 AX1949* NAD 83(1986)-  29 05 46.     (N)    097 39 47.     (W)     SCALED    
 AX1949* NAVD 88     -       162.50   (+/-2cm)     533.1    (feet)  VERTCON   
 AX1949  ___________________________________________________________________
 AX1949  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AX1949
 AX1949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1949
 AX1949.The horizontal coordinates were scaled from a topographic map and have
 AX1949.an estimated accuracy of +/- 6 seconds.
 AX1949
 AX1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1949.The vertical order pertains to the NGVD 29 superseded value.
 AX1949
 AX1949.The geoid height was determined by GEOID03.
 AX1949
 AX1949;                    North         East    Units  Estimated Accuracy
 AX1949;SPC TXSC     - 4,140,690.      730,130.      MT  (+/- 180 meters Scaled)
 AX1949
 AX1949                          SUPERSEDED SURVEY CONTROL
 AX1949
 AX1949  NGVD 29 (??/??/92)  162.461  (m)          533.01   (f) ADJ UNCH    2 0
 AX1949
 AX1949.Superseded values are not recommended for survey control.
 AX1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1949.See file dsdata.txt to determine how the superseded data were derived.
 AX1949
 AX1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT301193(NAD 83)
 AX1949_MARKER: DB = BENCH MARK DISK
 AX1949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1949_SP_SET: CULVERT
 AX1949_STAMPING: Q 857 1943
 AX1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1949
 AX1949  HISTORY     - Date     Condition        Report By
 AX1949  HISTORY     - 1943     MONUMENTED       CGS
 AX1949  HISTORY     - 1963     GOOD             USGS
 AX1949
 AX1949                          STATION DESCRIPTION
 AX1949
 AX1949'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX1949'8.7 MI E FROM GILLETT.
 AX1949'ABOUT 5.5 MILES EAST ALONG STATE HIGHWAY 119 FROM THE FOUR CORNERS AT
 AX1949'GILLETT, KARNES COUNTY, TO A DIRT ROAD CROSSING THE HIGHWAY, NORTHEAST
 AX1949'ALONG DIRT ROAD ABOUT 1.5 MILES TO A T ROAD, SOUTHEAST 0.55 MILES TO A
 AX1949'T ROAD EAST, ABOUT 1.0 MILE EAST OF T ROAD, IN THE TOP OF THE EAST END
 AX1949'OF THE SOUTH HEADWALL OF A 2- BY 4-FOOT CONCRETE BOX CULVERT, 12.5
 AX1949'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN
 AX1949'THE ROAD.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1635 ***********************************************************************
 AN1635  DESIGNATION -  Q 858
 AN1635  PID         -  AN1635
 AN1635  STATE/COUNTY-  TX/KARNES
 AN1635  USGS QUAD   -  RUNGE (1987)
 AN1635
 AN1635                         *CURRENT SURVEY CONTROL
 AN1635  ___________________________________________________________________
 AN1635* NAD 83(1986)-  28 58 08.     (N)    097 43 29.     (W)     SCALED    
 AN1635* NAVD 88     -       109.37   (+/-2cm)     358.8    (feet)  VERTCON   
 AN1635  ___________________________________________________________________
 AN1635  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AN1635
 AN1635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1635
 AN1635.The horizontal coordinates were scaled from a topographic map and have
 AN1635.an estimated accuracy of +/- 6 seconds.
 AN1635
 AN1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1635.The vertical order pertains to the NGVD 29 superseded value.
 AN1635
 AN1635.The geoid height was determined by GEOID03.
 AN1635
 AN1635;                    North         East    Units  Estimated Accuracy
 AN1635;SPC TXSC     - 4,126,530.      724,280.      MT  (+/- 180 meters Scaled)
 AN1635
 AN1635                          SUPERSEDED SURVEY CONTROL
 AN1635
 AN1635  NGVD 29 (??/??/92)  109.344  (m)          358.74   (f) ADJ UNCH    2 0
 AN1635
 AN1635.Superseded values are not recommended for survey control.
 AN1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1635.See file dsdata.txt to determine how the superseded data were derived.
 AN1635
 AN1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT242052(NAD 83)
 AN1635_MARKER: DB = BENCH MARK DISK
 AN1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1635_SP_SET: CULVERT
 AN1635_STAMPING: Q 858 1943
 AN1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1635
 AN1635  HISTORY     - Date     Condition        Report By
 AN1635  HISTORY     - 1943     MONUMENTED       CGS
 AN1635
 AN1635                          STATION DESCRIPTION
 AN1635
 AN1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1635'0.3 MI SE FROM HELENA.
 AN1635'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE FOUR CORNERS AT
 AN1635'HELENA, KARNES COUNTY, THENCE ABOUT 6.8 MILES NORTHEAST ALONG A DIRT
 AN1635'ROAD.  ABOUT 0.3 MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING
 AN1635'NORTH AT THE KARNES-DE WITT COUNTY LINE, IN THE TOP OF THE NORTHWEST
 AN1635'END OF THE SOUTHEAST RETAINING WALL OF A 4- BY 9-1/2-FOOT CONCRETE BOX
 AN1635'CULVERT, 8.9 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 AN1635'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Q 858 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1624 ***********************************************************************
 AN1624  DESIGNATION -  Q 859
 AN1624  PID         -  AN1624
 AN1624  STATE/COUNTY-  TX/KARNES
 AN1624  USGS QUAD   -  KARNES CITY (1987)
 AN1624
 AN1624                         *CURRENT SURVEY CONTROL
 AN1624  ___________________________________________________________________
 AN1624* NAD 83(1986)-  28 53 56.     (N)    097 54 05.     (W)     SCALED    
 AN1624* NAVD 88     -       117.618  (meters)     385.89   (feet)  ADJUSTED  
 AN1624  ___________________________________________________________________
 AN1624  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AN1624  DYNAMIC HT  -         117.447 (meters)     385.32  (feet)  COMP
 AN1624  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 AN1624
 AN1624  VERT ORDER  -  FIRST     CLASS II
 AN1624
 AN1624.The horizontal coordinates were scaled from a topographic map and have
 AN1624.an estimated accuracy of +/- 6 seconds.
 AN1624
 AN1624.The orthometric height was determined by differential leveling
 AN1624.and adjusted by the National Geodetic Survey in June 1991..
 AN1624
 AN1624.The geoid height was determined by GEOID03.
 AN1624
 AN1624.The dynamic height is computed by dividing the NAVD 88
 AN1624.geopotential number by the normal gravity value computed on the
 AN1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1624.degrees latitude (g = 980.6199 gals.).
 AN1624
 AN1624.The modeled gravity was interpolated from observed gravity values.
 AN1624
 AN1624;                    North         East    Units  Estimated Accuracy
 AN1624;SPC TXSC     - 4,118,600.      707,140.      MT  (+/- 180 meters Scaled)
 AN1624
 AN1624                          SUPERSEDED SURVEY CONTROL
 AN1624
 AN1624  NGVD 29 (??/??/92)  117.592  (m)          385.80   (f) ADJ UNCH    1 2
 AN1624
 AN1624.Superseded values are not recommended for survey control.
 AN1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1624.See file dsdata.txt to determine how the superseded data were derived.
 AN1624
 AN1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS071972(NAD 83)
 AN1624_MARKER: DB = BENCH MARK DISK
 AN1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1624_STAMPING: Q 859 1943
 AN1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1624+STABILITY: SURFACE MOTION
 AN1624
 AN1624  HISTORY     - Date     Condition        Report By
 AN1624  HISTORY     - 1943     MONUMENTED       CGS
 AN1624  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1624
 AN1624                          STATION DESCRIPTION
 AN1624
 AN1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1624'1.05 MI N FROM KARNES.
 AN1624'0.4 MILE NORTH ALONG A PAVED STREET FROM THE COUNTY COURTHOUSE AT
 AN1624'KARNES CITY, THENCE ABOUT 0.6 MILE NORTH ALONG THE OLD PANNA MARIA
 AN1624'ROAD.  ABOUT 130 YARDS NORTH OF THE WEST END OF A DOUBLE TURN IN THE
 AN1624'ROAD, 38 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET WEST OF A
 AN1624'POWER-TRANSMISSION LINE POLE, 2.6 FEET NORTH OF A WHITE WOODEN WITNESS
 AN1624'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 AN1624'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AN1624
 AN1624                          STATION RECOVERY (1981)
 AN1624
 AN1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1624'CONCRETE POST FOUND BROKEN OFF, DISK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1370 ***********************************************************************
 BY1370  DESIGNATION -  Q 86
 BY1370  PID         -  BY1370
 BY1370  STATE/COUNTY-  TX/HOUSTON
 BY1370  USGS QUAD   -  CROCKETT (1950)
 BY1370
 BY1370                         *CURRENT SURVEY CONTROL
 BY1370  ___________________________________________________________________
 BY1370* NAD 83(1986)-  31 18 03.     (N)    095 27 58.     (W)     SCALED    
 BY1370* NAVD 88     -       113.40   (+/-2cm)     372.0    (feet)  VERTCON   
 BY1370  ___________________________________________________________________
 BY1370  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BY1370
 BY1370  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1370
 BY1370.The horizontal coordinates were scaled from a topographic map and have
 BY1370.an estimated accuracy of +/- 6 seconds.
 BY1370
 BY1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1370.The vertical order pertains to the NGVD 29 superseded value.
 BY1370
 BY1370.The geoid height was determined by GEOID03.
 BY1370
 BY1370;                    North         East    Units  Estimated Accuracy
 BY1370;SPC TX C     - 3,191,290.    1,163,180.      MT  (+/- 180 meters Scaled)
 BY1370
 BY1370                          SUPERSEDED SURVEY CONTROL
 BY1370
 BY1370  NGVD 29 (??/??/92)  113.380  (m)          371.98   (f) ADJ UNCH    1 2
 BY1370
 BY1370.Superseded values are not recommended for survey control.
 BY1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1370.See file dsdata.txt to determine how the superseded data were derived.
 BY1370
 BY1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ652655(NAD 83)
 BY1370_MARKER: DB = BENCH MARK DISK
 BY1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1370_STAMPING: Q 86 1932 371.134
 BY1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1370+STABILITY: SURFACE MOTION
 BY1370
 BY1370  HISTORY     - Date     Condition        Report By
 BY1370  HISTORY     - 1932     MONUMENTED       CGS
 BY1370  HISTORY     - 1960     GOOD             NGS
 BY1370
 BY1370                          STATION DESCRIPTION
 BY1370
 BY1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1370'1.0 MI S FROM CROCKETT.
 BY1370'ABOUT 1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1370'STATION AT CROCKETT, 203 FEET SOUTH OF THE CROSSING WITH FARM ROAD
 BY1370'2110, 43 1/2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 29 FEET
 BY1370'EAST OF THE EAST RAIL, 1 FOOT WEST OF A FENCE, 57 1/2 FEET SOUTH OF A
 BY1370'FENCE CORNER, 15 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 3 FEET
 BY1370'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BY1370'PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0701 ***********************************************************************
 AX0701  DESIGNATION -  Q 860
 AX0701  PID         -  AX0701
 AX0701  STATE/COUNTY-  TX/COLORADO
 AX0701  USGS QUAD   -  SHERIDAN NE (1981)
 AX0701
 AX0701                         *CURRENT SURVEY CONTROL
 AX0701  ___________________________________________________________________
 AX0701* NAD 83(1986)-  29 26 33.     (N)    096 30 30.     (W)     SCALED    
 AX0701* NAVD 88     -        53.12   (+/-2cm)     174.3    (feet)  VERTCON   
 AX0701  ___________________________________________________________________
 AX0701  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0701
 AX0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0701
 AX0701.The horizontal coordinates were scaled from a topographic map and have
 AX0701.an estimated accuracy of +/- 6 seconds.
 AX0701
 AX0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0701.The vertical order pertains to the NGVD 29 superseded value.
 AX0701
 AX0701.The geoid height was determined by GEOID03.
 AX0701
 AX0701;                    North         East    Units  Estimated Accuracy
 AX0701;SPC TXSC     - 4,180,910.      841,690.      MT  (+/- 180 meters Scaled)
 AX0701
 AX0701                          SUPERSEDED SURVEY CONTROL
 AX0701
 AX0701  NGVD 29 (??/??/92)   53.12   (m)          174.3    (f) COMPUTED    2 0
 AX0701
 AX0701.Superseded values are not recommended for survey control.
 AX0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0701.See file dsdata.txt to determine how the superseded data were derived.
 AX0701
 AX0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT416595(NAD 83)
 AX0701_MARKER: DB = BENCH MARK DISK
 AX0701_SETTING: 0 = UNSPECIFIED SETTING
 AX0701_STAMPING: Q 860 1943
 AX0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0701
 AX0701  HISTORY     - Date     Condition        Report By
 AX0701  HISTORY     - 1943     MONUMENTED       CGS
 AX0701
 AX0701                          STATION DESCRIPTION
 AX0701
 AX0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0701'8.2 MI NW FROM GARWOOD.
 AX0701'0.6 MI. N. ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT GARWOOD, 7.6
 AX0701'MI. N.W. ALONG THE COUNTY ROAD, SET AT A T ROAD, ABOUT 0.2 MI. N.W. OF
 AX0701'THE CANAL, 33 FEET N.E. OF THE CENTERLINE OF THE MAIN ROAD, 28 FEET
 AX0701'S.E. OF THE CENTERLINE OF THE ROAD LEADING N.E. 1.9 FOOT S.W. OF
 AX0701'REFERENCE POST.  PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0702 ***********************************************************************
 AX0702  DESIGNATION -  Q 860 RESET 1955
 AX0702  PID         -  AX0702
 AX0702  STATE/COUNTY-  TX/COLORADO
 AX0702  USGS QUAD   -  SHERIDAN NE (1981)
 AX0702
 AX0702                         *CURRENT SURVEY CONTROL
 AX0702  ___________________________________________________________________
 AX0702* NAD 83(1986)-  29 26 33.     (N)    096 31 01.     (W)     SCALED    
 AX0702* NAVD 88     -        53.31   (+/-2cm)     174.9    (feet)  VERTCON   
 AX0702  ___________________________________________________________________
 AX0702  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0702
 AX0702  VERT ORDER  -  THIRD (See Below)
 AX0702
 AX0702.The horizontal coordinates were scaled from a topographic map and have
 AX0702.an estimated accuracy of +/- 6 seconds.
 AX0702
 AX0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0702.The vertical order pertains to the NGVD 29 superseded value.
 AX0702
 AX0702.The geoid height was determined by GEOID03.
 AX0702
 AX0702;                    North         East    Units  Estimated Accuracy
 AX0702;SPC TXSC     - 4,180,900.      840,860.      MT  (+/- 180 meters Scaled)
 AX0702
 AX0702                          SUPERSEDED SURVEY CONTROL
 AX0702
 AX0702  NGVD 29 (??/??/??)   53.30   (m)          174.9    (f) RESET       3  
 AX0702
 AX0702.Superseded values are not recommended for survey control.
 AX0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0702.See file dsdata.txt to determine how the superseded data were derived.
 AX0702
 AX0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT408595(NAD 83)
 AX0702_MARKER: DB = BENCH MARK DISK
 AX0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0702_STAMPING: Q 860 RESET 1955
 AX0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0702+STABILITY: SURFACE MOTION
 AX0702
 AX0702  HISTORY     - Date     Condition        Report By
 AX0702  HISTORY     - 1955     MONUMENTED       TXHD
 AX0702
 AX0702                          STATION DESCRIPTION
 AX0702
 AX0702'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AX0702'8.6 MI N FROM GARWOOD.
 AX0702'0.6 MILE NORTH ALONG STATE HIGHWAY 71 FROM THE SCHOOL AT GARWOOD,
 AX0702'COLORADO COUNTY, AND THENCE 8.0 MILES NORTHWEST ALONG FARM-TO-MARKET
 AX0702'HIGHWAY 1693.  0.2 MILE NORTHWEST OF A CANAL, AT THE INTERECTION OF A
 AX0702'COUNTY ROAD LEADING NORTHEAST, 50 FEET NORTHEAST OF THE CENTER LINE OF
 AX0702'THE HIGHWAY, AND 45 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD.
 AX0702'A STANDARD DISK, STAMPED Q 860 RESET 1955 AND SET IN THE TOP OF A
 AX0702'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0947 ***********************************************************************
 AN0947  DESIGNATION -  Q 861
 AN0947  PID         -  AN0947
 AN0947  STATE/COUNTY-  TX/GOLIAD
 AN0947  USGS QUAD   -  MELO (1987)
 AN0947
 AN0947                         *CURRENT SURVEY CONTROL
 AN0947  ___________________________________________________________________
 AN0947* NAD 83(1986)-  28 37 17.     (N)    097 23 56.     (W)     SCALED    
 AN0947* NAVD 88     -        56.54   (+/-2cm)     185.5    (feet)  VERTCON   
 AN0947  ___________________________________________________________________
 AN0947  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0947
 AN0947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0947
 AN0947.The horizontal coordinates were scaled from a topographic map and have
 AN0947.an estimated accuracy of +/- 6 seconds.
 AN0947
 AN0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0947.The vertical order pertains to the NGVD 29 superseded value.
 AN0947
 AN0947.The geoid height was determined by GEOID03.
 AN0947
 AN0947;                    North         East    Units  Estimated Accuracy
 AN0947;SPC TXSC     - 4,088,410.      756,560.      MT  (+/- 180 meters Scaled)
 AN0947
 AN0947                          SUPERSEDED SURVEY CONTROL
 AN0947
 AN0947  NGVD 29 (??/??/92)   56.606  (m)          185.71   (f) ADJ UNCH    2 0
 AN0947
 AN0947.Superseded values are not recommended for survey control.
 AN0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0947.See file dsdata.txt to determine how the superseded data were derived.
 AN0947
 AN0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS565670(NAD 83)
 AN0947_MARKER: DB = BENCH MARK DISK
 AN0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0947_STAMPING: Q 861 1943
 AN0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0947+STABILITY: SURFACE MOTION
 AN0947
 AN0947  HISTORY     - Date     Condition        Report By
 AN0947  HISTORY     - 1943     MONUMENTED       CGS
 AN0947
 AN0947                          STATION DESCRIPTION
 AN0947
 AN0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0947'4.0 MI S FROM GOLIAD.
 AN0947'4.0 MILES SOUTH ALONG A COUNTY ROAD FROM THE COURTHOUSE AT GOLIAD,
 AN0947'GOLIAD COUNTY, 0.5 MILE SOUTH OF A DOUBLE T-ROAD JUNCTION AT A CATTLE
 AN0947'GUARD, 29 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1.6 FEET NORTH
 AN0947'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 861 1943
 AN0947'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AN0947'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0955 ***********************************************************************
 AN0955  DESIGNATION -  Q 862
 AN0955  PID         -  AN0955
 AN0955  STATE/COUNTY-  TX/GOLIAD
 AN0955  USGS QUAD   -  FANNIN (1987)
 AN0955
 AN0955                         *CURRENT SURVEY CONTROL
 AN0955  ___________________________________________________________________
 AN0955* NAD 83(1986)-  28 39 19.     (N)    097 14 06.     (W)     SCALED    
 AN0955* NAVD 88     -        37.01   (+/-2cm)     121.4    (feet)  VERTCON   
 AN0955  ___________________________________________________________________
 AN0955  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0955
 AN0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0955
 AN0955.The horizontal coordinates were scaled from a topographic map and have
 AN0955.an estimated accuracy of +/- 6 seconds.
 AN0955
 AN0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0955.The vertical order pertains to the NGVD 29 superseded value.
 AN0955
 AN0955.The geoid height was determined by GEOID03.
 AN0955
 AN0955;                    North         East    Units  Estimated Accuracy
 AN0955;SPC TXSC     - 4,092,400.      772,530.      MT  (+/- 180 meters Scaled)
 AN0955
 AN0955                          SUPERSEDED SURVEY CONTROL
 AN0955
 AN0955  NGVD 29 (??/??/92)   37.106  (m)          121.74   (f) ADJ UNCH    2 0
 AN0955
 AN0955.Superseded values are not recommended for survey control.
 AN0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0955.See file dsdata.txt to determine how the superseded data were derived.
 AN0955
 AN0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS724710(NAD 83)
 AN0955_MARKER: DB = BENCH MARK DISK
 AN0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0955_SP_SET: ABUTMENT
 AN0955_STAMPING: Q-862 1943
 AN0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0955
 AN0955  HISTORY     - Date     Condition        Report By
 AN0955  HISTORY     - 1943     MONUMENTED       CGS
 AN0955  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0955
 AN0955                          STATION DESCRIPTION
 AN0955
 AN0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0955'2.8 MI S FROM FANNIN.
 AN0955'2.8 MILES SOUTH ALONG THE COUNTY ROAD FROM THE STATION AT FANNIN, SET
 AN0955'IN THE SOUTH CORNER OF THE EAST ABUTMENT OF A STEEL BRIDGE, 9.1 FEET
 AN0955'SOUTH OF THE CENTER-LINE OF THE ROAD, 1.9 FEET NORTHWEST OF THE
 AN0955'SOUTHEAST END OF THE WINGWALL, ABOUT LEVEL WITH THE ROAD.  A BENCH
 AN0955'MARK DISK.
 AN0955
 AN0955                          STATION RECOVERY (1990)
 AN0955
 AN0955'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0956 ***********************************************************************
 AN0956  DESIGNATION -  Q 862 RESET 1959
 AN0956  PID         -  AN0956
 AN0956  STATE/COUNTY-  TX/GOLIAD
 AN0956  USGS QUAD   -  FANNIN (1987)
 AN0956
 AN0956                         *CURRENT SURVEY CONTROL
 AN0956  ___________________________________________________________________
 AN0956* NAD 83(1986)-  28 39 19.     (N)    097 14 06.     (W)     SCALED    
 AN0956* NAVD 88     -        37.61   (+/-2cm)     123.4    (feet)  VERTCON   
 AN0956  ___________________________________________________________________
 AN0956  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0956
 AN0956  VERT ORDER  -  THIRD (See Below)
 AN0956
 AN0956.The horizontal coordinates were scaled from a topographic map and have
 AN0956.an estimated accuracy of +/- 6 seconds.
 AN0956
 AN0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0956.The vertical order pertains to the NGVD 29 superseded value.
 AN0956
 AN0956.The geoid height was determined by GEOID03.
 AN0956
 AN0956;                    North         East    Units  Estimated Accuracy
 AN0956;SPC TXSC     - 4,092,400.      772,530.      MT  (+/- 180 meters Scaled)
 AN0956
 AN0956                          SUPERSEDED SURVEY CONTROL
 AN0956
 AN0956  NGVD 29 (01/29/03)   37.70   (m)          123.7    (f) RESET       3  
 AN0956
 AN0956.Superseded values are not recommended for survey control.
 AN0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0956.See file dsdata.txt to determine how the superseded data were derived.
 AN0956
 AN0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS724710(NAD 83)
 AN0956_MARKER: DB = BENCH MARK DISK
 AN0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0956_SP_SET: CULVERT
 AN0956_STAMPING: Q 862 RESET 1959
 AN0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0956
 AN0956  HISTORY     - Date     Condition        Report By
 AN0956  HISTORY     - 1959     MONUMENTED       TXHD
 AN0956  HISTORY     - 1990     GOOD             USPSQD
 AN0956
 AN0956                          STATION DESCRIPTION
 AN0956
 AN0956'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AN0956'2.8 MI S FROM FANNIN.
 AN0956'2.8 MILES SOUTH ALONG F. M. HIGHWAY 2506 FROM THE TEXAS AND NEW
 AN0956'ORLEANS RAILROAD STATION AT FANNIN, AT A CONCRETE MULTIPLE BOX
 AN0956'CULVERT, IN THE SOUTH HEADWALL 1 FOOT WEST OF THE EAST END OF THE
 AN0956'HEADWALL AND 17.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 AN0956'ABOUT 1 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 AN0956
 AN0956                          STATION RECOVERY (1990)
 AN0956
 AN0956'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1453 ***********************************************************************
 AN1453  DESIGNATION -  Q 864
 AN1453  PID         -  AN1453
 AN1453  STATE/COUNTY-  TX/REFUGIO
 AN1453  USGS QUAD   -  REFUGIO SW (1978)
 AN1453
 AN1453                         *CURRENT SURVEY CONTROL
 AN1453  ___________________________________________________________________
 AN1453* NAD 83(1986)-  28 20 30.     (N)    097 24 33.     (W)     SCALED    
 AN1453* NAVD 88     -        24.05   (+/-2cm)      78.9    (feet)  VERTCON   
 AN1453  ___________________________________________________________________
 AN1453  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1453
 AN1453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1453
 AN1453.The horizontal coordinates were scaled from a topographic map and have
 AN1453.an estimated accuracy of +/- 6 seconds.
 AN1453
 AN1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1453.The vertical order pertains to the NGVD 29 superseded value.
 AN1453
 AN1453.The geoid height was determined by GEOID03.
 AN1453
 AN1453;                    North         East    Units  Estimated Accuracy
 AN1453;SPC TXSC     - 4,057,400.      755,980.      MT  (+/- 180 meters Scaled)
 AN1453
 AN1453                          SUPERSEDED SURVEY CONTROL
 AN1453
 AN1453  NGVD 29 (??/??/92)   24.170  (m)           79.30   (f) ADJ UNCH    2 0
 AN1453
 AN1453.Superseded values are not recommended for survey control.
 AN1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1453.See file dsdata.txt to determine how the superseded data were derived.
 AN1453
 AN1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS559360(NAD 83)
 AN1453_MARKER: DB = BENCH MARK DISK
 AN1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1453_STAMPING: Q 864 1943
 AN1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1453+STABILITY: SURFACE MOTION
 AN1453
 AN1453  HISTORY     - Date     Condition        Report By
 AN1453  HISTORY     - 1943     MONUMENTED       CGS
 AN1453  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1453  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1453  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1453
 AN1453                          STATION DESCRIPTION
 AN1453
 AN1453'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1453'5.3 MI S FROM BLANCONIA.
 AN1453'IN REFUGIO COUNTY, 5.3 MILES SOUTH OF BLANCONIA, BEE COUNTY.  THIS
 AN1453'BENCH MARK MAY BE REACHED FROM THE CATHOLIC CHURCH BY GOING 0.6 MILE
 AN1453'SOUTH ALONG A COUNTY ROAD, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY
 AN1453'202, AND THENCE 3.9 MILES SOUTH ALONG A COUNTY ROAD.  IT IS AT THE
 AN1453'JUNCTION OF A ROAD LEADING WEST, 20 FEET WEST OF THE CENTERLINE OF THE
 AN1453'MAIN ROAD, 9 FEET SOUTH OF THE CENTERLINE OF THE SIDE ROAD, 2.5 FEET
 AN1453'SOUTHEAST OF A SOUTH GATEPOST, AND 1.4 FEET NORTH OF A WHITE WOODEN
 AN1453'WITNESS POST.  A STANDARD DISK, STAMPED Q 864 1943 AND SET IN THE TOP
 AN1453'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1453
 AN1453                          STATION RECOVERY (1973)
 AN1453
 AN1453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1453'MARK NOT FOUND.
 AN1453
 AN1453                          STATION RECOVERY (1999)
 AN1453
 AN1453'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4441 ***********************************************************************
 AW4441  DESIGNATION -  Q 865
 AW4441  PID         -  AW4441
 AW4441  STATE/COUNTY-  TX/FORT BEND
 AW4441  USGS QUAD   -  THOMPSONS (1980)
 AW4441
 AW4441                         *CURRENT SURVEY CONTROL
 AW4441  ___________________________________________________________________
 AW4441* NAD 83(1986)-  29 29 51.     (N)    095 34 46.     (W)     SCALED    
 AW4441* NAVD 88     -        17.797  (meters)      58.39   (feet)  ADJUSTED  
 AW4441  ___________________________________________________________________
 AW4441  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW4441  DYNAMIC HT  -          17.772 (meters)      58.31  (feet)  COMP
 AW4441  MODELED GRAV-     979,267.4   (mgal)                       NAVD 88
 AW4441
 AW4441  VERT ORDER  -  FIRST     CLASS II
 AW4441
 AW4441.The horizontal coordinates were scaled from a topographic map and have
 AW4441.an estimated accuracy of +/- 6 seconds.
 AW4441
 AW4441.The orthometric height was determined by differential leveling
 AW4441.and adjusted by the National Geodetic Survey in June 1991..
 AW4441
 AW4441.The geoid height was determined by GEOID03.
 AW4441
 AW4441.The dynamic height is computed by dividing the NAVD 88
 AW4441.geopotential number by the normal gravity value computed on the
 AW4441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4441.degrees latitude (g = 980.6199 gals.).
 AW4441
 AW4441.The modeled gravity was interpolated from observed gravity values.
 AW4441
 AW4441;                    North         East    Units  Estimated Accuracy
 AW4441;SPC TXSC     - 4,189,280.      931,600.      MT  (+/- 180 meters Scaled)
 AW4441
 AW4441                          SUPERSEDED SURVEY CONTROL
 AW4441
 AW4441  NGVD 29 (12/23/87)   17.793  (m)           58.38   (f) ADJUSTED    1 2
 AW4441
 AW4441.Superseded values are not recommended for survey control.
 AW4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4441.See file dsdata.txt to determine how the superseded data were derived.
 AW4441
 AW4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN499658(NAD 83)
 AW4441_MARKER: DB = BENCH MARK DISK
 AW4441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4441_SP_SET: CONCRETE POST
 AW4441_STAMPING: Q 865 1943
 AW4441_MARK LOGO: CGS   
 AW4441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4441+STABILITY: SURFACE MOTION
 AW4441
 AW4441  HISTORY     - Date     Condition        Report By
 AW4441  HISTORY     - 1943     MONUMENTED       CGS
 AW4441  HISTORY     - 1973     GOOD             NGS
 AW4441  HISTORY     - 1987     GOOD             NGS
 AW4441  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4441  HISTORY     - 19980118 GOOD             USPSQD
 AW4441  HISTORY     - 19981121 GOOD             USPSQD
 AW4441
 AW4441                          STATION DESCRIPTION
 AW4441
 AW4441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4441'0.45 MI E FROM THOMPSONS.
 AW4441'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4441'THE STATION AT THOMPSONS, 0.2 MILE WEST OF THE CROSSING OF A ROAD, 103
 AW4441'FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE 50, 72.5 FEET SOUTH
 AW4441'OF THE SOUTH RAIL OF THE MAIN TRACK, 57.4 FEET SOUTH OF THE SOUTH RAIL
 AW4441'OF A SIDE TRACK, 26 FEET EAST OF THE NORTHEAST CORNER OF A FENCE, 26
 AW4441'FEET SOUTH OF A TELEPHONE POLE, 4.0 FEET SOUTH OF A FENCE, 1.2 FEET
 AW4441'NORTHWEST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE TRACK,
 AW4441'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 AW4441'GROUND.
 AW4441
 AW4441                          STATION RECOVERY (1987)
 AW4441
 AW4441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4441'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4441'OMIT--0.45 MI EAST ALONG THE ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE
 AW4441'STATION IN THOMPSONS, ADD--0.7 KM (0.45 MI) EAST ALONG THE
 AW4441'ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE POST OFFICE IN THOMPSONS.
 AW4441
 AW4441                          STATION RECOVERY (1996)
 AW4441
 AW4441'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4441'MARK NOT FOUND.
 AW4441
 AW4441                          STATION RECOVERY (1998)
 AW4441
 AW4441'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4441'RECOVERED IN GOOD CONDITION.
 AW4441
 AW4441                          STATION RECOVERY (1998)
 AW4441
 AW4441'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0790 ***********************************************************************
 AX0790  DESIGNATION -  Q 867
 AX0790  PID         -  AX0790
 AX0790  STATE/COUNTY-  TX/LAVACA
 AX0790  USGS QUAD   -  EZZELL (1981)
 AX0790
 AX0790                         *CURRENT SURVEY CONTROL
 AX0790  ___________________________________________________________________
 AX0790* NAD 83(1986)-  29 16 44.     (N)    096 54 45.     (W)     SCALED    
 AX0790* NAVD 88     -        66.59   (+/-2cm)     218.5    (feet)  VERTCON   
 AX0790  ___________________________________________________________________
 AX0790  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0790
 AX0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0790
 AX0790.The horizontal coordinates were scaled from a topographic map and have
 AX0790.an estimated accuracy of +/- 6 seconds.
 AX0790
 AX0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0790.The vertical order pertains to the NGVD 29 superseded value.
 AX0790
 AX0790.The geoid height was determined by GEOID03.
 AX0790
 AX0790;                    North         East    Units  Estimated Accuracy
 AX0790;SPC TXSC     - 4,162,020.      802,820.      MT  (+/- 180 meters Scaled)
 AX0790
 AX0790                          SUPERSEDED SURVEY CONTROL
 AX0790
 AX0790  NGVD 29 (??/??/92)   66.60   (m)          218.5    (f) COMPUTED    2 0
 AX0790
 AX0790.Superseded values are not recommended for survey control.
 AX0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0790.See file dsdata.txt to determine how the superseded data were derived.
 AX0790
 AX0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT027406(NAD 83)
 AX0790_MARKER: DB = BENCH MARK DISK
 AX0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0790_STAMPING: Q 867
 AX0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0790+STABILITY: SURFACE MOTION
 AX0790
 AX0790  HISTORY     - Date     Condition        Report By
 AX0790  HISTORY     - UNK      MONUMENTED       CGS
 AX0790  HISTORY     - 1943     GOOD             NGS
 AX0790  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0790
 AX0790                          STATION DESCRIPTION
 AX0790
 AX0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0790'0.95 MI W FROM EZZELL.
 AX0790'TO REACH FROM THE SCHOOL AT EZZELL-- PROCEED 0.95 MILE WESTERLY ALONG
 AX0790'THE EZZELL-KOERTH ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1
 AX0790'MILE WEST OF A CURVE, AND 26.5 FEET NORTH OF AND ABOUT 1.5 FEET ABOVE
 AX0790'THE CENTERLINE OF ROAD.  IT IS 9.0 FEET NORTH OF A FENCE CORNER, 1.5
 AX0790'FEET EAST OF A FENCE, AND 3.8 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AX0790'POST.  MONUMENT PROJECTS 0.5 FOOT.
 AX0790
 AX0790                          STATION RECOVERY (1997)
 AX0790
 AX0790'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0791 ***********************************************************************
 AX0791  DESIGNATION -  Q 867 RESET 1950
 AX0791  PID         -  AX0791
 AX0791  STATE/COUNTY-  TX/LAVACA
 AX0791  USGS QUAD   -  EZZELL (1981)
 AX0791
 AX0791                         *CURRENT SURVEY CONTROL
 AX0791  ___________________________________________________________________
 AX0791* NAD 83(1986)-  29 16 46.     (N)    096 54 34.     (W)     SCALED    
 AX0791* NAVD 88     -        65.75   (+/-2cm)     215.7    (feet)  VERTCON   
 AX0791  ___________________________________________________________________
 AX0791  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0791
 AX0791  VERT ORDER  -  THIRD (See Below)
 AX0791
 AX0791.The horizontal coordinates were scaled from a topographic map and have
 AX0791.an estimated accuracy of +/- 6 seconds.
 AX0791
 AX0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0791.The vertical order pertains to the NGVD 29 superseded value.
 AX0791
 AX0791.The geoid height was determined by GEOID03.
 AX0791
 AX0791;                    North         East    Units  Estimated Accuracy
 AX0791;SPC TXSC     - 4,162,080.      803,110.      MT  (+/- 180 meters Scaled)
 AX0791
 AX0791                          SUPERSEDED SURVEY CONTROL
 AX0791
 AX0791  NGVD 29 (??/??/??)   65.75   (m)          215.7    (f) RESET       3  
 AX0791
 AX0791.Superseded values are not recommended for survey control.
 AX0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0791.See file dsdata.txt to determine how the superseded data were derived.
 AX0791
 AX0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT030407(NAD 83)
 AX0791_MARKER: DB = BENCH MARK DISK
 AX0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0791_STAMPING: Q 867 RESET 1950
 AX0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0791+STABILITY: SURFACE MOTION
 AX0791
 AX0791  HISTORY     - Date     Condition        Report By
 AX0791  HISTORY     - 1950     MONUMENTED       TXHD
 AX0791  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0791
 AX0791                          STATION DESCRIPTION
 AX0791
 AX0791'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AX0791'0.8 MI W FROM EZZELL.
 AX0791'0.8 MILE WEST ALONG THE EZZELL-KOERTH ROAD (FM 531) FROM EZZELL,
 AX0791'LAVACA COUNTY, 0.1 MILE EAST OF A CURVE, 39.5 FEET NORTH OF THE CENTER
 AX0791'LINE OF THE ROAD AT STATION 326+87, 0.5 FOOT SOUTH OF A FENCE, 4 FEET
 AX0791'NORTH OF A WHITE WOODEN WITNESS POST, AND 0.9 FOOT HIGHER THAN THE
 AX0791'ROAD.  A STANDARD DISK, STAMPED Q 867 RESET 1950 AND SET IN THE TOP OF
 AX0791'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 AX0791
 AX0791                          STATION RECOVERY (1997)
 AX0791
 AX0791'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1705 ***********************************************************************
 AX1705  DESIGNATION -  Q 868
 AX1705  PID         -  AX1705
 AX1705  STATE/COUNTY-  TX/VICTORIA
 AX1705  USGS QUAD   -  FORDTRAN (1987)
 AX1705
 AX1705                         *CURRENT SURVEY CONTROL
 AX1705  ___________________________________________________________________
 AX1705* NAD 83(1986)-  29 00 30.     (N)    097 02 33.     (W)     SCALED    
 AX1705* NAVD 88     -        55.32   (+/-2cm)     181.5    (feet)  VERTCON   
 AX1705  ___________________________________________________________________
 AX1705  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX1705
 AX1705  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1705
 AX1705.The horizontal coordinates were scaled from a topographic map and have
 AX1705.an estimated accuracy of +/- 6 seconds.
 AX1705
 AX1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1705.The vertical order pertains to the NGVD 29 superseded value.
 AX1705
 AX1705.The geoid height was determined by GEOID03.
 AX1705
 AX1705;                    North         East    Units  Estimated Accuracy
 AX1705;SPC TXSC     - 4,131,820.      790,690.      MT  (+/- 180 meters Scaled)
 AX1705
 AX1705                          SUPERSEDED SURVEY CONTROL
 AX1705
 AX1705  NGVD 29 (??/??/92)   55.352  (m)          181.60   (f) ADJ UNCH    2 0
 AX1705
 AX1705.Superseded values are not recommended for survey control.
 AX1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1705.See file dsdata.txt to determine how the superseded data were derived.
 AX1705
 AX1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT906104(NAD 83)
 AX1705_MARKER: DB = BENCH MARK DISK
 AX1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1705_STAMPING: Q 868 1943
 AX1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1705+STABILITY: SURFACE MOTION
 AX1705
 AX1705  HISTORY     - Date     Condition        Report By
 AX1705  HISTORY     - 1943     MONUMENTED       CGS
 AX1705
 AX1705                          STATION DESCRIPTION
 AX1705
 AX1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1705'8.3 MI NE FROM NURSERY.
 AX1705'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 8.3 MILES
 AX1705'NORTHEASTERLY ALONG THE NURSERY-FORDTRAN ROAD TO SITER OF BENCH MARK.
 AX1705'BENCH MARK IS ABOUT 0.3 MILE SOUTHWEST OF A CONCRETE CULVERT, 26.0
 AX1705'FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1705'ROAD, AND 25.0 FEET NORTHEAST OF THE CENTERLINE OF A WOODEN GATE AND A
 AX1705'RANCH ROAD LEADING SOUTHEAST.  IT IS 3.8 FEET SOUTHEAST OF THE WEST
 AX1705'CORNER OF A WOODEN CORRAL, 1.0 FOOT SOUTHWEST OF THE CORRAL FENCE, AND
 AX1705'4.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AX1705'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0866 ***********************************************************************
 AX0866  DESIGNATION -  Q 869
 AX0866  PID         -  AX0866
 AX0866  STATE/COUNTY-  TX/JACKSON
 AX0866  USGS QUAD   -  NAVIDAD (1981)
 AX0866
 AX0866                         *CURRENT SURVEY CONTROL
 AX0866  ___________________________________________________________________
 AX0866* NAD 83(1986)-  29 03 45.     (N)    096 49 16.     (W)     SCALED    
 AX0866* NAVD 88     -        31.62   (+/-2cm)     103.7    (feet)  VERTCON   
 AX0866  ___________________________________________________________________
 AX0866  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0866
 AX0866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0866
 AX0866.The horizontal coordinates were scaled from a topographic map and have
 AX0866.an estimated accuracy of +/- 6 seconds.
 AX0866
 AX0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0866.The vertical order pertains to the NGVD 29 superseded value.
 AX0866
 AX0866.The geoid height was determined by GEOID03.
 AX0866
 AX0866;                    North         East    Units  Estimated Accuracy
 AX0866;SPC TXSC     - 4,138,200.      812,140.      MT  (+/- 180 meters Scaled)
 AX0866
 AX0866                          SUPERSEDED SURVEY CONTROL
 AX0866
 AX0866  NGVD 29 (??/??/92)   31.652  (m)          103.84   (f) ADJ UNCH    2 0
 AX0866
 AX0866.Superseded values are not recommended for survey control.
 AX0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0866.See file dsdata.txt to determine how the superseded data were derived.
 AX0866
 AX0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT121168(NAD 83)
 AX0866_MARKER: DB = BENCH MARK DISK
 AX0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0866_SP_SET: CULVERT
 AX0866_STAMPING: Q 869 1943
 AX0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0866
 AX0866  HISTORY     - Date     Condition        Report By
 AX0866  HISTORY     - 1943     MONUMENTED       CGS
 AX0866
 AX0866                          STATION DESCRIPTION
 AX0866
 AX0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0866'4.15 MI W FROM NAVIDAD.
 AX0866'TO REACH FROM THE SCHOOL AT NAVIDAD-- PROCEED 4.15 MILES WESTERLY
 AX0866'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.65
 AX0866'MILE NORTHEAST OF A CATTLE GUARD AND A DIM ROAD INTERSECTION LEADING
 AX0866'SOUTH, AND 15.0 FEET WEST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE
 AX0866'OF ROAD.  IT IS SET HORIZONTALLY IN THE WEST END OF THE MIDDLE
 AX0866'ABUTMENT OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0807 ***********************************************************************
 BL0807  DESIGNATION -  Q 87
 BL0807  PID         -  BL0807
 BL0807  STATE/COUNTY-  TX/WALKER
 BL0807  USGS QUAD   -  PHELPS (1976)
 BL0807
 BL0807                         *CURRENT SURVEY CONTROL
 BL0807  ___________________________________________________________________
 BL0807* NAD 83(1986)-  30 44 37.     (N)    095 24 02.     (W)     SCALED    
 BL0807* NAVD 88     -       121.159  (meters)     397.50   (feet)  ADJUSTED  
 BL0807  ___________________________________________________________________
 BL0807  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL0807  DYNAMIC HT  -         121.001 (meters)     396.98  (feet)  COMP
 BL0807  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 BL0807
 BL0807  VERT ORDER  -  FIRST     CLASS I
 BL0807
 BL0807.The horizontal coordinates were scaled from a topographic map and have
 BL0807.an estimated accuracy of +/- 6 seconds.
 BL0807
 BL0807.The orthometric height was determined by differential leveling
 BL0807.and adjusted by the National Geodetic Survey in June 1991..
 BL0807
 BL0807.The geoid height was determined by GEOID03.
 BL0807
 BL0807.The dynamic height is computed by dividing the NAVD 88
 BL0807.geopotential number by the normal gravity value computed on the
 BL0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0807.degrees latitude (g = 980.6199 gals.).
 BL0807
 BL0807.The modeled gravity was interpolated from observed gravity values.
 BL0807
 BL0807;                    North         East    Units  Estimated Accuracy
 BL0807;SPC TX C     - 3,129,860.    1,172,150.      MT  (+/- 180 meters Scaled)
 BL0807
 BL0807                          SUPERSEDED SURVEY CONTROL
 BL0807
 BL0807  NGVD 29 (12/23/87)  121.168  (m)          397.53   (f) ADJUSTED    1 1
 BL0807
 BL0807.Superseded values are not recommended for survey control.
 BL0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0807.See file dsdata.txt to determine how the superseded data were derived.
 BL0807
 BL0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ701036(NAD 83)
 BL0807_MARKER: DB = BENCH MARK DISK
 BL0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0807_SP_SET: CONCRETE POST
 BL0807_STAMPING: Q 87 1932 397.657
 BL0807_MARK LOGO: CGS   
 BL0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0807+STABILITY: SURFACE MOTION
 BL0807
 BL0807  HISTORY     - Date     Condition        Report By
 BL0807  HISTORY     - 1932     MONUMENTED       CGS
 BL0807  HISTORY     - 1973     GOOD             NGS
 BL0807  HISTORY     - 1978     GOOD             NGS
 BL0807  HISTORY     - 1987     GOOD             NGS
 BL0807
 BL0807                          STATION DESCRIPTION
 BL0807
 BL0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0807'4.35 MI NE FROM PHELPS.
 BL0807'ABOUT 4.35 MILES NORTHEAST ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0807'CROSSING OF SPUR 2296, AT THE COMMUNITY OF DODGE, ABOUT 143 1/2 FEET
 BL0807'WEST OF THE WEST RAIL OF THE MAIN TRACK, 138.6 FEET NORTHWEST OF A
 BL0807'TELEPHONE POLE, 72.6 FEET WEST OF THE WEST RAIL OF A SPUR TRACK, 45
 BL0807'1/2 FEET EAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 34 FEET
 BL0807'SOUTH OF AN UNDERGROUND CABLE MARKER POST, 3 FEET BELOW THE LEVEL OF
 BL0807'THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 BL0807
 BL0807                          STATION RECOVERY (1978)
 BL0807
 BL0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0807'RECOVERED IN GOOD CONDITION.
 BL0807
 BL0807                          STATION RECOVERY (1987)
 BL0807
 BL0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0807'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--43.9
 BL0807'M (144.0 FT) WEST OF THE NEAR RAIL, 21.5 M (70.5 FT) NORTH OF THE
 BL0807'CENTER OF PAUL DIXON ROAD, AND 11.4 M (37.4 FT) WEST OF THE CENTER OF
 BL0807'A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0853 ***********************************************************************
 AX0853  DESIGNATION -  Q 870
 AX0853  PID         -  AX0853
 AX0853  STATE/COUNTY-  TX/VICTORIA
 AX0853  USGS QUAD   -  PECK BRANCH (1981)
 AX0853
 AX0853                         *CURRENT SURVEY CONTROL
 AX0853  ___________________________________________________________________
 AX0853* NAD 83(1986)-  29 01 16.     (N)    096 56 50.     (W)     SCALED    
 AX0853* NAVD 88     -        41.39   (+/-2cm)     135.8    (feet)  VERTCON   
 AX0853  ___________________________________________________________________
 AX0853  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0853
 AX0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0853
 AX0853.The horizontal coordinates were scaled from a topographic map and have
 AX0853.an estimated accuracy of +/- 6 seconds.
 AX0853
 AX0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0853.The vertical order pertains to the NGVD 29 superseded value.
 AX0853
 AX0853.The geoid height was determined by GEOID03.
 AX0853
 AX0853;                    North         East    Units  Estimated Accuracy
 AX0853;SPC TXSC     - 4,133,390.      799,950.      MT  (+/- 180 meters Scaled)
 AX0853
 AX0853                          SUPERSEDED SURVEY CONTROL
 AX0853
 AX0853  NGVD 29 (??/??/92)   41.428  (m)          135.92   (f) ADJ UNCH    2 0
 AX0853
 AX0853.Superseded values are not recommended for survey control.
 AX0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0853.See file dsdata.txt to determine how the superseded data were derived.
 AX0853
 AX0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT999120(NAD 83)
 AX0853_MARKER: DB = BENCH MARK DISK
 AX0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0853_STAMPING: Q 870 1943
 AX0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0853+STABILITY: SURFACE MOTION
 AX0853
 AX0853  HISTORY     - Date     Condition        Report By
 AX0853  HISTORY     - 1943     MONUMENTED       CGS
 AX0853
 AX0853                          STATION DESCRIPTION
 AX0853
 AX0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0853'15.3 MI NW FROM INEZ.
 AX0853'TO REACH FROM THE RAILROAD STATION AT INEZ-- PROCEED 15.3 MILES
 AX0853'NORTHWESTERLY ALONG THE INEZ-SALEM-FORDTRAN ROAD TO SITE OF BENCH
 AX0853'MARK.  BENCH MARK IS AT A T-ROAD INTERSECTION, AT THE SOUTHWEST END OF
 AX0853'A 0.3 MILE JOG IN THE INEZ-SALEM-FORDTRAN ROAD, AND 69.0 FEET
 AX0853'NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING NORTHWEST.  IT IS 28.0
 AX0853'FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX0853'ROAD LEADING NORTHEAST AND SOUTHWEST, 9.5 FEET WEST OF A FENCE CORNER,
 AX0853'2.2 FEET NORTH OF A FENCE, AND 2.5 FEET EAST OF A 4X4-INCH WOODEN
 AX0853'MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0778 ***********************************************************************
 AB0778  DESIGNATION -  Q 871
 AB0778  PID         -  AB0778
 AB0778  STATE/COUNTY-  TX/CAMERON
 AB0778  USGS QUAD   -  LA FERIA (1970)
 AB0778
 AB0778                         *CURRENT SURVEY CONTROL
 AB0778  ___________________________________________________________________
 AB0778* NAD 83(1986)-  26 09 39.     (N)    097 49 04.     (W)     SCALED    
 AB0778* NAVD 88     -        16.827  (meters)      55.21   (feet)  ADJUSTED  
 AB0778  ___________________________________________________________________
 AB0778  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AB0778  DYNAMIC HT  -          16.800 (meters)      55.12  (feet)  COMP
 AB0778  MODELED GRAV-     979,023.7   (mgal)                       NAVD 88
 AB0778
 AB0778  VERT ORDER  -  FIRST     CLASS II
 AB0778
 AB0778.The horizontal coordinates were scaled from a topographic map and have
 AB0778.an estimated accuracy of +/- 6 seconds.
 AB0778
 AB0778.The orthometric height was determined by differential leveling
 AB0778.and adjusted by the National Geodetic Survey in June 1991..
 AB0778.WARNING-Repeat measurements at this control monument indicate possible
 AB0778.vertical movement.
 AB0778
 AB0778.The geoid height was determined by GEOID03.
 AB0778
 AB0778.The dynamic height is computed by dividing the NAVD 88
 AB0778.geopotential number by the normal gravity value computed on the
 AB0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0778.degrees latitude (g = 980.6199 gals.).
 AB0778
 AB0778.The modeled gravity was interpolated from observed gravity values.
 AB0778
 AB0778;                    North         East    Units  Estimated Accuracy
 AB0778;SPC TX S     - 5,054,940.      368,210.      MT  (+/- 180 meters Scaled)
 AB0778
 AB0778                          SUPERSEDED SURVEY CONTROL
 AB0778
 AB0778.No superseded survey control is available for this station.
 AB0778
 AB0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP181940(NAD 83)
 AB0778_MARKER: DB = BENCH MARK DISK
 AB0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0778_SP_SET: CULVERT
 AB0778_STAMPING: Q 871 1943
 AB0778_MARK LOGO: CGS   
 AB0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0778+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2004
 AB0778
 AB0778  HISTORY     - Date     Condition        Report By
 AB0778  HISTORY     - 1943     MONUMENTED       CGS
 AB0778  HISTORY     - 1981     GOOD             NGS
 AB0778  HISTORY     - 1987     GOOD             USPSQD
 AB0778  HISTORY     - 1988     GOOD             USPSQD
 AB0778  HISTORY     - 1988     GOOD             USPSQD
 AB0778  HISTORY     - 19910416 GOOD             USPSQD
 AB0778  HISTORY     - 19930123 GOOD             USPSQD
 AB0778  HISTORY     - 20040127 GOOD             GEOCAC
 AB0778
 AB0778                          STATION DESCRIPTION
 AB0778
 AB0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0778'0.4 MI E FROM LA FERIA.
 AB0778'BENCH MARK IS ABOUT 0.4 MILE EASTERLY ALONG THE MISSOURI PACIFIC
 AB0778'RAILROAD FROM THE OLD CAMERON COUNTY BANK BUILDING AT LA FERIA.  IT IS
 AB0778'NEAR THE EAST END OF A SIDE TRACK, 50.0 FEET SOUTH OF AND ABOUT 1.0
 AB0778'FOOT BELOW THE CENTERLINE OF THE TRACK, 30.0 FEET NORTH OF THE
 AB0778'CENTERLINE OF U. S. HIGHWAY NO. 83 AND IS SET HORIZONTALLY IN THE WEST
 AB0778'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0778
 AB0778                          STATION RECOVERY (1981)
 AB0778
 AB0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0778'0.6 KM (0.4 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB0778'OF FARM ROAD 506 IN LA FERIA, 0.2 KM (0.1 MI) EAST OF PARKER ROAD, SET
 AB0778'IN THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 AB0778'HIGHWAY, 9.1 METERS (30.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0778'15.2 METERS (50.0 FT) SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC
 AB0778'RAILROAD, 0.31 (1.0 FT) EAST OF THE WEST END OF THE HEADWALL.
 AB0778
 AB0778                          STATION RECOVERY (1987)
 AB0778
 AB0778'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0778'RECOVERED IN GOOD CONDITION.
 AB0778
 AB0778                          STATION RECOVERY (1988)
 AB0778
 AB0778'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0778'RECOVERED IN GOOD CONDITION.
 AB0778
 AB0778                          STATION RECOVERY (1988)
 AB0778
 AB0778'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0778'RECOVERED IN GOOD CONDITION.
 AB0778
 AB0778                          STATION RECOVERY (1991)
 AB0778
 AB0778'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0778'RECOVERED IN GOOD CONDITION.
 AB0778
 AB0778                          STATION RECOVERY (1993)
 AB0778
 AB0778'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0778'RECOVERED IN GOOD CONDITION.
 AB0778
 AB0778                          STATION RECOVERY (2004)
 AB0778
 AB0778'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0362 ***********************************************************************
 AE0362  DESIGNATION -  Q 872
 AE0362  PID         -  AE0362
 AE0362  STATE/COUNTY-  TX/HIDALGO
 AE0362  USGS QUAD   -  PHARR (1983)
 AE0362
 AE0362                         *CURRENT SURVEY CONTROL
 AE0362  ___________________________________________________________________
 AE0362* NAD 83(1986)-  26 12 25.     (N)    098 14 27.     (W)     SCALED    
 AE0362* NAVD 88     -        38.180  (meters)     125.26   (feet)  ADJUSTED  
 AE0362  ___________________________________________________________________
 AE0362  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE0362  DYNAMIC HT  -          38.117 (meters)     125.06  (feet)  COMP
 AE0362  MODELED GRAV-     978,993.8   (mgal)                       NAVD 88
 AE0362
 AE0362  VERT ORDER  -  FIRST     CLASS II
 AE0362
 AE0362.The horizontal coordinates were scaled from a topographic map and have
 AE0362.an estimated accuracy of +/- 6 seconds.
 AE0362
 AE0362.The orthometric height was determined by differential leveling
 AE0362.and adjusted by the National Geodetic Survey in June 1991..
 AE0362.WARNING-Repeat measurements at this control monument indicate possible
 AE0362.vertical movement.
 AE0362
 AE0362.The geoid height was determined by GEOID03.
 AE0362
 AE0362.The dynamic height is computed by dividing the NAVD 88
 AE0362.geopotential number by the normal gravity value computed on the
 AE0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0362.degrees latitude (g = 980.6199 gals.).
 AE0362
 AE0362.The modeled gravity was interpolated from observed gravity values.
 AE0362
 AE0362;                    North         East    Units  Estimated Accuracy
 AE0362;SPC TX S     - 5,059,890.      325,900.      MT  (+/- 180 meters Scaled)
 AE0362
 AE0362                          SUPERSEDED SURVEY CONTROL
 AE0362
 AE0362.No superseded survey control is available for this station.
 AE0362
 AE0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP758988(NAD 83)
 AE0362_MARKER: DB = BENCH MARK DISK
 AE0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0362_SP_SET: BUILDING
 AE0362_STAMPING: Q 872 1943
 AE0362_MARK LOGO: CGS   
 AE0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0362
 AE0362  HISTORY     - Date     Condition        Report By
 AE0362  HISTORY     - 1943     MONUMENTED       CGS
 AE0362  HISTORY     - 1964     GOOD             USGS
 AE0362  HISTORY     - 1981     GOOD             NGS
 AE0362  HISTORY     - 1987     GOOD             USPSQD
 AE0362  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 AE0362
 AE0362                          STATION DESCRIPTION
 AE0362
 AE0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0362'IN MCALLEN.
 AE0362'BENCH MARK IS AT THE INTERNATIONAL BOUNDARY COMMISSION OFFICE AT
 AE0362'MCALLEN, SET VERTICALLY IN THE CONCRETE FOUNDATION OF THE GARAGE
 AE0362'BUILDING.  IT IS 0.6 FOOT NORTH OF THE SOUTHWEST CORNER OF THE
 AE0362'BUILDING AND 0.4 FOOT ABOVE THE GROUND.
 AE0362
 AE0362                          STATION RECOVERY (1964)
 AE0362
 AE0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AE0362'AT THE INTERNATIONAL BOUNDARY COMMISSION OFFICE AT MCALLEN, HILDAGO
 AE0362'COUNTY, 0.6 FOOT NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, SET
 AE0362'VERTICALLY IN THE CONCRETE FOUNDATION OF THE GARAGE BUILDING, AND 0.4
 AE0362'FOOT ABOVE THE GROUND. SET IN A DRILL HOLE.
 AE0362
 AE0362                          STATION RECOVERY (1981)
 AE0362
 AE0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0362'IN MCALLEN AT THE MCALLEN COUNTY HEALTH DEPT, AT THE INTERSECTION OF
 AE0362'BEECH STREET AND 20TH STREET, SET VERTICALLY IN THE FOUNDATION AT THE
 AE0362'SOUTHWEST CORNER OF THE GARAGE BUILDING, 25.6 METERS (84.0 FT) EAST
 AE0362'NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN OFFICE BUILDING.
 AE0362'THE MARK IS 0.15 M ABOVE GROUND.
 AE0362
 AE0362                          STATION RECOVERY (1987)
 AE0362
 AE0362'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0362'RECOVERED IN GOOD CONDITION.
 AE0362
 AE0362                          STATION RECOVERY (2004)
 AE0362
 AE0362'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 AE0362'THE FENCED COMPLEX IS NOW BEING USED BY THE CITY OF MCALLEN TRAFFIC
 AE0362'OPERATIONS DEPARTMENT AND IT APPEARS THAT SOME BUILDINGS HAVE BEEN
 AE0362'REMOVED AND SOME ADDED.  MARK NOT FOUND AFTER SEARCHING THE
 AE0362'FOUNDATIONS OF THE BUILDINGS NEAREST DESCRIBED AREAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0680 ***********************************************************************
 AE0680  DESIGNATION -  Q 873
 AE0680  PID         -  AE0680
 AE0680  STATE/COUNTY-  TX/STARR
 AE0680  USGS QUAD   -  LA GRULLA (1965)
 AE0680
 AE0680                         *CURRENT SURVEY CONTROL
 AE0680  ___________________________________________________________________
 AE0680* NAD 83(1986)-  26 20 36.     (N)    098 44 38.     (W)     SCALED    
 AE0680* NAVD 88     -        47.113  (meters)     154.57   (feet)  ADJUSTED  
 AE0680  ___________________________________________________________________
 AE0680  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE0680  DYNAMIC HT  -          47.035 (meters)     154.31  (feet)  COMP
 AE0680  MODELED GRAV-     978,992.8   (mgal)                       NAVD 88
 AE0680
 AE0680  VERT ORDER  -  FIRST     CLASS II
 AE0680
 AE0680.The horizontal coordinates were scaled from a topographic map and have
 AE0680.an estimated accuracy of +/- 6 seconds.
 AE0680
 AE0680.The orthometric height was determined by differential leveling
 AE0680.and adjusted by the National Geodetic Survey in June 1991..
 AE0680.WARNING-Repeat measurements at this control monument indicate possible
 AE0680.vertical movement.
 AE0680
 AE0680.The geoid height was determined by GEOID03.
 AE0680
 AE0680.The dynamic height is computed by dividing the NAVD 88
 AE0680.geopotential number by the normal gravity value computed on the
 AE0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0680.degrees latitude (g = 980.6199 gals.).
 AE0680
 AE0680.The modeled gravity was interpolated from observed gravity values.
 AE0680
 AE0680;                    North         East    Units  Estimated Accuracy
 AE0680;SPC TX S     - 5,074,990.      275,660.      MT  (+/- 180 meters Scaled)
 AE0680
 AE0680                          SUPERSEDED SURVEY CONTROL
 AE0680
 AE0680.No superseded survey control is available for this station.
 AE0680
 AE0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ255137(NAD 83)
 AE0680_MARKER: DB = BENCH MARK DISK
 AE0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0680_SP_SET: ABUTMENT
 AE0680_STAMPING: Q 873 1943
 AE0680_MARK LOGO: CGS   
 AE0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0680
 AE0680  HISTORY     - Date     Condition        Report By
 AE0680  HISTORY     - 1943     MONUMENTED       CGS
 AE0680  HISTORY     - 1965     GOOD             NGS
 AE0680  HISTORY     - 1981     GOOD             NGS
 AE0680  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0680
 AE0680                          STATION DESCRIPTION
 AE0680
 AE0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AE0680'5.0 MI SE FROM RIO GRANDE CITY.
 AE0680'BENCH MARK IS ABOUT 5.0 MILES SOUTHEASTERLY ALONG U.S. HIGHWAY NUMBER
 AE0680'83 FROM THE MISSOURI PACIFIC RAILROAD AT RIO GRANDE CITY, ABOUT 0.1
 AE0680'MILE SOUTHEAST FROM INTERSECTION OF FARM ROAD 1430 AND U.S. HIGHWAY
 AE0680'NO. 83, 13 FEET NORTH OF AND ABOUT LEVEL WITH CENTERLINE OF THE
 AE0680'HIGHWAY, AND IS SET HORIZONTALLY IN THE NORTH END OF THE WEST ABUTMENT
 AE0680'OF A SMALL CONCRETE HIGHWAY BRIDGE.
 AE0680
 AE0680                          STATION RECOVERY (1981)
 AE0680
 AE0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0680'8.5 KM (5.25 MI) EAST ALONG U.S. HIGHWAY 83 EASTBOUND FROM THE
 AE0680'JUNCTION OF FARM ROAD 755 NORTH AT RIO GRANDE CITY, THENCE 0.3 KM
 AE0680'(0.2 MI) SOUTHEAST ALONG FARM ROAD 1430, SET IN TOP OF THE NORTH END
 AE0680'OF THE WEST ABUTMENT OF A SMALL BRIDGE OVER OLMITOS CREEK, 4.0 METERS
 AE0680'(13.0 FT) NORTH OF THE CENTER OF THE ROAD.
 AE0680
 AE0680                          STATION RECOVERY (1987)
 AE0680
 AE0680'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1117 ***********************************************************************
 AN1117  DESIGNATION -  Q 874
 AN1117  PID         -  AN1117
 AN1117  STATE/COUNTY-  TX/DE WITT
 AN1117  USGS QUAD   -  YORKTOWN EAST (1987)
 AN1117
 AN1117                         *CURRENT SURVEY CONTROL
 AN1117  ___________________________________________________________________
 AN1117* NAD 83(1986)-  28 55 18.     (N)    097 29 57.     (W)     SCALED    
 AN1117* NAVD 88     -        92.83   (+/-2cm)     304.6    (feet)  VERTCON   
 AN1117  ___________________________________________________________________
 AN1117  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1117
 AN1117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1117
 AN1117.The horizontal coordinates were scaled from a topographic map and have
 AN1117.an estimated accuracy of +/- 6 seconds.
 AN1117
 AN1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1117.The vertical order pertains to the NGVD 29 superseded value.
 AN1117
 AN1117.The geoid height was determined by GEOID03.
 AN1117
 AN1117;                    North         East    Units  Estimated Accuracy
 AN1117;SPC TXSC     - 4,121,560.      746,330.      MT  (+/- 180 meters Scaled)
 AN1117
 AN1117                          SUPERSEDED SURVEY CONTROL
 AN1117
 AN1117  NGVD 29 (??/??/92)   92.84   (m)          304.6    (f) COMPUTED    2 0
 AN1117
 AN1117.Superseded values are not recommended for survey control.
 AN1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1117.See file dsdata.txt to determine how the superseded data were derived.
 AN1117
 AN1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT463002(NAD 83)
 AN1117_MARKER: DB = BENCH MARK DISK
 AN1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1117_SP_SET: CULVERT
 AN1117_STAMPING: Q 874 1943
 AN1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1117
 AN1117  HISTORY     - Date     Condition        Report By
 AN1117  HISTORY     - 1943     MONUMENTED       CGS
 AN1117  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1117
 AN1117                          STATION DESCRIPTION
 AN1117
 AN1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1117'4.2 MI SE FROM YORKTOWN.
 AN1117'TO REACH FROM THE HIGH SCHOOL AT YORKTOWN-- PROCEED 4.2 MILES
 AN1117'SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK. BENCH
 AN1117'MARK IS 15.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AN1117'OF HIGHWAY, AND SET HORIZONTALLY IN THE SOUTHEAST END OF THE SOUTHWEST
 AN1117'HEADWALL OF A CONCRETE CULVERT.
 AN1117
 AN1117                          STATION RECOVERY (1990)
 AN1117
 AN1117'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1613 ***********************************************************************
 AN1613  DESIGNATION -  Q 876
 AN1613  PID         -  AN1613
 AN1613  STATE/COUNTY-  TX/BEE
 AN1613  USGS QUAD   -  TULETA (1987)
 AN1613
 AN1613                         *CURRENT SURVEY CONTROL
 AN1613  ___________________________________________________________________
 AN1613* NAD 83(1986)-  28 34 46.     (N)    097 48 12.     (W)     SCALED    
 AN1613* NAVD 88     -        88.169  (meters)     289.27   (feet)  ADJUSTED  
 AN1613  ___________________________________________________________________
 AN1613  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN1613  DYNAMIC HT  -          88.038 (meters)     288.84  (feet)  COMP
 AN1613  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AN1613
 AN1613  VERT ORDER  -  FIRST     CLASS II
 AN1613
 AN1613.The horizontal coordinates were scaled from a topographic map and have
 AN1613.an estimated accuracy of +/- 6 seconds.
 AN1613
 AN1613.The orthometric height was determined by differential leveling
 AN1613.and adjusted by the National Geodetic Survey in June 1991..
 AN1613.WARNING-Repeat measurements at this control monument indicate possible
 AN1613.vertical movement.
 AN1613
 AN1613.The geoid height was determined by GEOID03.
 AN1613
 AN1613.The dynamic height is computed by dividing the NAVD 88
 AN1613.geopotential number by the normal gravity value computed on the
 AN1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1613.degrees latitude (g = 980.6199 gals.).
 AN1613
 AN1613.The modeled gravity was interpolated from observed gravity values.
 AN1613
 AN1613;                    North         East    Units  Estimated Accuracy
 AN1613;SPC TXSC     - 4,083,290.      717,060.      MT  (+/- 180 meters Scaled)
 AN1613
 AN1613                          SUPERSEDED SURVEY CONTROL
 AN1613
 AN1613  NGVD 29 (??/??/92)   88.180  (m)          289.30   (f) ADJ UNCH    1 2
 AN1613
 AN1613.Superseded values are not recommended for survey control.
 AN1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1613.See file dsdata.txt to determine how the superseded data were derived.
 AN1613
 AN1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS170619(NAD 83)
 AN1613_MARKER: DB = BENCH MARK DISK
 AN1613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1613_SP_SET: CULVERT
 AN1613_STAMPING: Q 876 1943
 AN1613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1613
 AN1613  HISTORY     - Date     Condition        Report By
 AN1613  HISTORY     - 1943     MONUMENTED       CGS
 AN1613  HISTORY     - 1981     GOOD             NGS
 AN1613  HISTORY     - 1987     GOOD             USPSQD
 AN1613
 AN1613                          STATION DESCRIPTION
 AN1613
 AN1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1613'2.9 MI S FROM PETTUS.
 AN1613'2.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1613'PETTUS, BEE COUNTY, 4-1/2 POLES NORTH OF MILEPOST 80, OPPOSITE THE
 AN1613'SOUTH END OF TRESTLE 79.84, 86 FEET WEST OF THE CENTERLINE OF THE
 AN1613'TRACK, AT A 4- BY 18-FOOT CONCRETE TRIPLE BOX CULVERT UNDER U.S.
 AN1613'HIGHWAY 181, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, 22.7
 AN1613'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN THE
 AN1613'HIGHWAY.  A STANDARD DISK.
 AN1613
 AN1613                          STATION RECOVERY (1981)
 AN1613
 AN1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1613'4.3 KM (2.7 MI) SOUTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF FARM
 AN1613'ROAD 623 IN PETTUS, AT A THREE CHANNEL CONCRETE CULVERT UNDER THE
 AN1613'HIGHWAY, 7.0 METERS (23.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 AN1613'HIGHWAY, 25.3 METERS (83.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST RAIL OF
 AN1613'THE SOUTHERN PACIFIC RAILROAD, 0.9 METER (3.0 FT) SOUTH OF THE NORTH
 AN1613'END OF THE EAST HEADWALL OF THE CULVERT.
 AN1613'THE MARK IS 0.15 M BELOW THE HIGHWAY.
 AN1613
 AN1613                          STATION RECOVERY (1987)
 AN1613
 AN1613'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1710 ***********************************************************************
 AN1710  DESIGNATION -  Q 877
 AN1710  PID         -  AN1710
 AN1710  STATE/COUNTY-  TX/GOLIAD
 AN1710  USGS QUAD   -  BERCLAIR NW (1987)
 AN1710
 AN1710                         *CURRENT SURVEY CONTROL
 AN1710  ___________________________________________________________________
 AN1710* NAD 83(1986)-  28 44 04.     (N)    097 39 03.     (W)     SCALED    
 AN1710* NAVD 88     -        63.52   (+/-2cm)     208.4    (feet)  VERTCON   
 AN1710  ___________________________________________________________________
 AN1710  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN1710
 AN1710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1710
 AN1710.The horizontal coordinates were scaled from a topographic map and have
 AN1710.an estimated accuracy of +/- 6 seconds.
 AN1710
 AN1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1710.The vertical order pertains to the NGVD 29 superseded value.
 AN1710
 AN1710.The geoid height was determined by GEOID03.
 AN1710
 AN1710;                    North         East    Units  Estimated Accuracy
 AN1710;SPC TXSC     - 4,100,630.      731,780.      MT  (+/- 180 meters Scaled)
 AN1710
 AN1710                          SUPERSEDED SURVEY CONTROL
 AN1710
 AN1710  NGVD 29 (??/??/92)   63.537  (m)          208.45   (f) ADJ UNCH    2 0
 AN1710
 AN1710.Superseded values are not recommended for survey control.
 AN1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1710.See file dsdata.txt to determine how the superseded data were derived.
 AN1710
 AN1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS317793(NAD 83)
 AN1710_MARKER: DB = BENCH MARK DISK
 AN1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1710_STAMPING: Q 877 1943
 AN1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1710+STABILITY: SURFACE MOTION
 AN1710
 AN1710  HISTORY     - Date     Condition        Report By
 AN1710  HISTORY     - 1943     MONUMENTED       CGS
 AN1710
 AN1710                          STATION DESCRIPTION
 AN1710
 AN1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1710'2.25 MI W FROM CHARCO.
 AN1710'TO REACH FROM THE FOUR CORNERS AT CHARCO, PROCEED 2.25 MILES WESTERLY
 AN1710'ALONG A WIDE DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS ROAD AND
 AN1710'SITE OF BENCH MARK.  BENCH MARK IS 52.0 YARDS WEST OF THE CENTERLINE
 AN1710'OF A DIRT CROSS ROAD.  IT IS 58.6 FEET SOUTH OF AND ABOUT THE SAME
 AN1710'ELEVATION AS THE CENTERLINE OF THE WIDE DIRT ROAD, 2.5 FEET NORTHWEST
 AN1710'OF A CORNER POST IN THE SOUTH RIGHT-OF-WAY FENCE AND 2.3 FEET EAST OF
 AN1710'A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1808 ***********************************************************************
 AN1808  DESIGNATION -  Q 878
 AN1808  PID         -  AN1808
 AN1808  STATE/COUNTY-  TX/BEE
 AN1808  USGS QUAD   -  BERCLAIR (1987)
 AN1808
 AN1808                         *CURRENT SURVEY CONTROL
 AN1808  ___________________________________________________________________
 AN1808* NAD 83(1986)-  28 31 07.     (N)    097 36 43.     (W)     SCALED    
 AN1808* NAVD 88     -        60.84   (+/-2cm)     199.6    (feet)  VERTCON   
 AN1808  ___________________________________________________________________
 AN1808  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1808
 AN1808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1808
 AN1808.The horizontal coordinates were scaled from a topographic map and have
 AN1808.an estimated accuracy of +/- 6 seconds.
 AN1808
 AN1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1808.The vertical order pertains to the NGVD 29 superseded value.
 AN1808
 AN1808.The geoid height was determined by GEOID03.
 AN1808
 AN1808;                    North         East    Units  Estimated Accuracy
 AN1808;SPC TXSC     - 4,076,760.      735,860.      MT  (+/- 180 meters Scaled)
 AN1808
 AN1808                          SUPERSEDED SURVEY CONTROL
 AN1808
 AN1808  NGVD 29 (??/??/92)   60.869  (m)          199.70   (f) ADJ UNCH    2 0
 AN1808
 AN1808.Superseded values are not recommended for survey control.
 AN1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1808.See file dsdata.txt to determine how the superseded data were derived.
 AN1808
 AN1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS358554(NAD 83)
 AN1808_MARKER: DB = BENCH MARK DISK
 AN1808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1808_SP_SET: CULVERT
 AN1808_STAMPING: Q 878 1943
 AN1808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1808
 AN1808  HISTORY     - Date     Condition        Report By
 AN1808  HISTORY     - 1943     MONUMENTED       CGS
 AN1808  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN1808
 AN1808                          STATION DESCRIPTION
 AN1808
 AN1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1808'1.5 MI SW FROM BERCLAIR.
 AN1808'TO REACH FROM THE TEXAS AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD
 AN1808'STATION AT BERCLAIR, PROCEED 1.5 MILE SOUTHWESTERLY ALONG THE TRACK TO
 AN1808'CULVERT NO.134.31 AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AN1808'HORIZONTALLY IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL
 AN1808'OF A 2X6 FOOT CONCRETE BOX CULVERT UNDER U.S. HIGHWAY NO.59. IT IS 0.2
 AN1808'MILE SOUTHWEST OF A POINT WHERE U.S. HIGHWAY NO.59 CROSSES THE TRACK,
 AN1808'63.0 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AN1808'TRACK, 11.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.2
 AN1808'FEET NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE HEADWALL.
 AN1808
 AN1808                          STATION RECOVERY (1997)
 AN1808
 AN1808'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1166 ***********************************************************************
 BL1166  DESIGNATION -  Q 88
 BL1166  PID         -  BL1166
 BL1166  STATE/COUNTY-  TX/MONTGOMERY
 BL1166  USGS QUAD   -  CONROE (1976)
 BL1166
 BL1166                         *CURRENT SURVEY CONTROL
 BL1166  ___________________________________________________________________
 BL1166* NAD 83(1986)-  30 15 45.     (N)    095 27 21.     (W)     SCALED    
 BL1166* NAVD 88     -        39.672  (meters)     130.16   (feet)  ADJUSTED  
 BL1166  ___________________________________________________________________
 BL1166  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL1166  DYNAMIC HT  -          39.619 (meters)     129.98  (feet)  COMP
 BL1166  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 BL1166  OBS GRAVITY -     979,309.9   (mgal)                       GRAV_OBS
 BL1166
 BL1166  VERT ORDER  -  FIRST     CLASS I
 BL1166
 BL1166.The horizontal coordinates were scaled from a topographic map and have
 BL1166.an estimated accuracy of +/- 6 seconds.
 BL1166
 BL1166.The orthometric height was determined by differential leveling
 BL1166.and adjusted by the National Geodetic Survey in June 1991..
 BL1166
 BL1166.The geoid height was determined by GEOID03.
 BL1166
 BL1166.The dynamic height is computed by dividing the NAVD 88
 BL1166.geopotential number by the normal gravity value computed on the
 BL1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1166.degrees latitude (g = 980.6199 gals.).
 BL1166
 BL1166.The modeled gravity was interpolated from observed gravity values.
 BL1166.The observed gravity was obtained from relative gravimeter ties
 BL1166.to the IGSN71 gravity network.
 BL1166
 BL1166;                    North         East    Units  Estimated Accuracy
 BL1166;SPC TX C     - 3,076,340.    1,169,200.      MT  (+/- 180 meters Scaled)
 BL1166
 BL1166                          SUPERSEDED SURVEY CONTROL
 BL1166
 BL1166  NGVD 29 (12/23/87)   39.674  (m)          130.16   (f) ADJUSTED    1 1
 BL1166
 BL1166.Superseded values are not recommended for survey control.
 BL1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1166.See file dsdata.txt to determine how the superseded data were derived.
 BL1166
 BL1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP637504(NAD 83)
 BL1166_MARKER: DB = BENCH MARK DISK
 BL1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1166_SP_SET: CONCRETE POST
 BL1166_STAMPING: Q 88 1932 130.991
 BL1166_MARK LOGO: CGS   
 BL1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1166+STABILITY: SURFACE MOTION
 BL1166
 BL1166  HISTORY     - Date     Condition        Report By
 BL1166  HISTORY     - 1932     MONUMENTED       CGS
 BL1166  HISTORY     - 1973     GOOD             NGS
 BL1166  HISTORY     - 1978     GOOD             NGS
 BL1166  HISTORY     - 1987     GOOD             NGS
 BL1166  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1166
 BL1166                          STATION DESCRIPTION
 BL1166
 BL1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1166'3.25 MI S FROM CONROE.
 BL1166'ABOUT 3.25 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1166'STATION AT CONROE, ABOUT 1 POLE NORTH OF MILE POST 115, 87 1/2 FEET
 BL1166'NORTHEAST AND ACROSS THE TRACKS FROM THE FIRST TELEPHONE POLE NORTH OF
 BL1166'THE MILE POST, 45.8 FEET EAST OF THE EAST RAIL, 0.8 FOOT WEST OF A
 BL1166'METAL WITNESS POST, AND ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL, SET
 BL1166'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 BL1166
 BL1166                          STATION RECOVERY (1978)
 BL1166
 BL1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1166'RECOVERED IN GOOD CONDITION.
 BL1166
 BL1166                          STATION RECOVERY (1987)
 BL1166
 BL1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1166'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.2 KM (3.25
 BL1166'MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1166'WITH AVENUE A IN CONROE.
 BL1166
 BL1166                          STATION RECOVERY (2004)
 BL1166
 BL1166'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1749 ***********************************************************************
 AN1749  DESIGNATION -  Q 880
 AN1749  PID         -  AN1749
 AN1749  STATE/COUNTY-  TX/KARNES
 AN1749  USGS QUAD   -  RUNGE SE (1987)
 AN1749
 AN1749                         *CURRENT SURVEY CONTROL
 AN1749  ___________________________________________________________________
 AN1749* NAD 83(1986)-  28 46 30.     (N)    097 36 26.     (W)     SCALED    
 AN1749* NAVD 88     -        81.19   (+/-2cm)     266.4    (feet)  VERTCON   
 AN1749  ___________________________________________________________________
 AN1749  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN1749
 AN1749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1749
 AN1749.The horizontal coordinates were scaled from a topographic map and have
 AN1749.an estimated accuracy of +/- 6 seconds.
 AN1749
 AN1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1749.The vertical order pertains to the NGVD 29 superseded value.
 AN1749
 AN1749.The geoid height was determined by GEOID03.
 AN1749
 AN1749;                    North         East    Units  Estimated Accuracy
 AN1749;SPC TXSC     - 4,105,170.      735,990.      MT  (+/- 180 meters Scaled)
 AN1749
 AN1749                          SUPERSEDED SURVEY CONTROL
 AN1749
 AN1749  NGVD 29 (??/??/92)   81.19   (m)          266.4    (f) COMPUTED    2 0
 AN1749
 AN1749.Superseded values are not recommended for survey control.
 AN1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1749.See file dsdata.txt to determine how the superseded data were derived.
 AN1749
 AN1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS359838(NAD 83)
 AN1749_MARKER: DB = BENCH MARK DISK
 AN1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1749_STAMPING: Q 880 1943
 AN1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1749+STABILITY: SURFACE MOTION
 AN1749
 AN1749  HISTORY     - Date     Condition        Report By
 AN1749  HISTORY     - 1943     MONUMENTED       CGS
 AN1749
 AN1749                          STATION DESCRIPTION
 AN1749
 AN1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1749'2.95 MI N FROM CHARCO.
 AN1749'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 2.05 MILES
 AN1749'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO THE INTERSECTION OF A DIRT
 AN1749'ROAD LEADING EAST, THENCE 0.9 MILE EASTERLY ALONG A DIRT ROAD TO SITE
 AN1749'OF BENCH MARK.  BENCH MARK IS 74.0 YARDS WEST OF THE CENTERLINE OF A
 AN1749'DIRT ROAD LEADING NORTH.  IT MARK IS 74.0 YARDS WEST OF THE CENTERLINE
 AN1749'OF A DIRT ROAD LEADING NORTH.  IT IS 28.5 FEET SOUTH OF AND ABOUT THE
 AN1749'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, AND 2.7 FEET EAST OF A
 AN1749'4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1750 ***********************************************************************
 AN1750  DESIGNATION -  Q 880 RESET 1953
 AN1750  PID         -  AN1750
 AN1750  STATE/COUNTY-  TX/GOLIAD
 AN1750  USGS QUAD   -  RUNGE SE (1987)
 AN1750
 AN1750                         *CURRENT SURVEY CONTROL
 AN1750  ___________________________________________________________________
 AN1750* NAD 83(1986)-  28 46 30.     (N)    097 36 26.     (W)     SCALED    
 AN1750* NAVD 88     -        80.98   (+/-2cm)     265.7    (feet)  VERTCON   
 AN1750  ___________________________________________________________________
 AN1750  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN1750
 AN1750  VERT ORDER  -  THIRD (See Below)
 AN1750
 AN1750.The horizontal coordinates were scaled from a topographic map and have
 AN1750.an estimated accuracy of +/- 6 seconds.
 AN1750
 AN1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1750.The vertical order pertains to the NGVD 29 superseded value.
 AN1750
 AN1750.The geoid height was determined by GEOID03.
 AN1750
 AN1750;                    North         East    Units  Estimated Accuracy
 AN1750;SPC TXSC     - 4,105,170.      735,990.      MT  (+/- 180 meters Scaled)
 AN1750
 AN1750                          SUPERSEDED SURVEY CONTROL
 AN1750
 AN1750  NGVD 29 (??/??/??)   80.99   (m)          265.7    (f) RESET       3  
 AN1750
 AN1750.Superseded values are not recommended for survey control.
 AN1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1750.See file dsdata.txt to determine how the superseded data were derived.
 AN1750
 AN1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS359838(NAD 83)
 AN1750_MARKER: DB = BENCH MARK DISK
 AN1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1750_STAMPING: Q 880 RESET 1953
 AN1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1750+STABILITY: SURFACE MOTION
 AN1750
 AN1750  HISTORY     - Date     Condition        Report By
 AN1750  HISTORY     - 1953     MONUMENTED       TXHD
 AN1750
 AN1750                          STATION DESCRIPTION
 AN1750
 AN1750'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1750'3.0 MI NW FROM CHARCO.
 AN1750'2.0 MILES NORTHWEST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL BUILDING
 AN1750'AT CHARCO, GOLIAD COUNTY, THENCE 1.0 MILE NORTHEAST ALONG F.M. HIGHWAY
 AN1750'884.  74 YARDS WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH,
 AN1750'41 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTH OF THE
 AN1750'SOUTH RIGHT-OF-WAY FENCE, AND 1.5 FEET LOWER THAN THE ROAD. A STANDARD
 AN1750'DISK, STAMPED Q 880 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST
 AN1750'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0946 ***********************************************************************
 BL0946  DESIGNATION -  Q 882
 BL0946  PID         -  BL0946
 BL0946  STATE/COUNTY-  TX/POLK
 BL0946  USGS QUAD   -  ONALASKA (1972)
 BL0946
 BL0946                         *CURRENT SURVEY CONTROL
 BL0946  ___________________________________________________________________
 BL0946* NAD 83(1986)-  30 50 21.     (N)    095 02 49.     (W)     SCALED    
 BL0946* NAVD 88     -        82.99   (+/-2cm)     272.3    (feet)  VERTCON   
 BL0946  ___________________________________________________________________
 BL0946  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL0946
 BL0946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0946
 BL0946.The horizontal coordinates were scaled from a topographic map and have
 BL0946.an estimated accuracy of +/- 6 seconds.
 BL0946
 BL0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0946.The vertical order pertains to the NGVD 29 superseded value.
 BL0946
 BL0946.The geoid height was determined by GEOID03.
 BL0946
 BL0946;                    North         East    Units  Estimated Accuracy
 BL0946;SPC TX C     - 3,141,990.    1,205,470.      MT  (+/- 180 meters Scaled)
 BL0946
 BL0946                          SUPERSEDED SURVEY CONTROL
 BL0946
 BL0946  NGVD 29 (??/??/92)   83.005  (m)          272.33   (f) ADJ UNCH    2 0
 BL0946
 BL0946.Superseded values are not recommended for survey control.
 BL0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0946.See file dsdata.txt to determine how the superseded data were derived.
 BL0946
 BL0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ042135(NAD 83)
 BL0946_MARKER: DB = BENCH MARK DISK
 BL0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0946_STAMPING: Q 882 1947
 BL0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0946+STABILITY: SURFACE MOTION
 BL0946
 BL0946  HISTORY     - Date     Condition        Report By
 BL0946  HISTORY     - 1947     MONUMENTED       CGS
 BL0946
 BL0946                          STATION DESCRIPTION
 BL0946
 BL0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0946'5.7 MI E FROM ONALASKA.
 BL0946'5.7 MILES EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0946'ONALASKA, APPROXIMATELY 40 YARDS SOUTHWEST OF THE CREST OF A SMALL
 BL0946'HILL, 34.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 15.0 FEET
 BL0946'EAST OF A 16 INCH PINE TREE WITH A TRIANGLE BLAZE, 9.2 FEET SOUTHWEST
 BL0946'OF A 12 INCH PINE WITH A TRIANGLE BLAZE, 1.8 FEET SOUTHEAST OF A
 BL0946'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.4
 BL0946'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1590 ***********************************************************************
 BY1590  DESIGNATION -  Q 884
 BY1590  PID         -  BY1590
 BY1590  STATE/COUNTY-  TX/TRINITY
 BY1590  USGS QUAD   -  GROVETON WEST (1963)
 BY1590
 BY1590                         *CURRENT SURVEY CONTROL
 BY1590  ___________________________________________________________________
 BY1590* NAD 83(1986)-  31 01 08.     (N)    095 07 46.     (W)     SCALED    
 BY1590* NAVD 88     -       103.42   (+/-2cm)     339.3    (feet)  VERTCON   
 BY1590  ___________________________________________________________________
 BY1590  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY1590
 BY1590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1590
 BY1590.The horizontal coordinates were scaled from a topographic map and have
 BY1590.an estimated accuracy of +/- 6 seconds.
 BY1590
 BY1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1590.The vertical order pertains to the NGVD 29 superseded value.
 BY1590
 BY1590.The geoid height was determined by GEOID03.
 BY1590
 BY1590;                    North         East    Units  Estimated Accuracy
 BY1590;SPC TX C     - 3,161,520.    1,196,660.      MT  (+/- 180 meters Scaled)
 BY1590
 BY1590                          SUPERSEDED SURVEY CONTROL
 BY1590
 BY1590  NGVD 29 (??/??/92)  103.436  (m)          339.36   (f) ADJ UNCH    2 0
 BY1590
 BY1590.Superseded values are not recommended for survey control.
 BY1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1590.See file dsdata.txt to determine how the superseded data were derived.
 BY1590
 BY1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ967336(NAD 83)
 BY1590_MARKER: DB = BENCH MARK DISK
 BY1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1590_STAMPING: Q 884 1947
 BY1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1590+STABILITY: SURFACE MOTION
 BY1590
 BY1590  HISTORY     - Date     Condition        Report By
 BY1590  HISTORY     - 1947     MONUMENTED       CGS
 BY1590  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BY1590  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1590
 BY1590                          STATION DESCRIPTION
 BY1590
 BY1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1590'2.6 MI S FROM GROVETON.
 BY1590'2.6 MILES SOUTH ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE COURTHOUSE
 BY1590'AT GROVETON, 66.0 FEET EAST OF AND 3.0 FEET HIGHER THAN THE CENTER
 BY1590'LINE OF THE ROAD, 35.9 FEET NORTHEAST OF A 10 INCH OAK TREE WITH A
 BY1590'TRIANGLE BLAZE, 26.0 FEET NORTHWEST OF A 14 INCH OAK TREE WITH A
 BY1590'TRIANGLE BLAZE, 18.0 FEET NORTHWEST OF THE CENTER LINE OF A TRAIL
 BY1590'LEADING NORTHEAST, 1.5 FEET SOUTH OF A REFERENCE POST, ON TOP OF A
 BY1590'SLIGHT RISE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT
 BY1590'ABOVE THE GROUND.
 BY1590
 BY1590                          STATION RECOVERY (1987)
 BY1590
 BY1590'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BY1590'MARK NOT FOUND.
 BY1590
 BY1590                          STATION RECOVERY (1996)
 BY1590
 BY1590'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0739 ***********************************************************************
 BY0739  DESIGNATION -  Q 885
 BY0739  PID         -  BY0739
 BY0739  STATE/COUNTY-  TX/TRINITY
 BY0739  USGS QUAD   -  WELLS SW (1980)
 BY0739
 BY0739                         *CURRENT SURVEY CONTROL
 BY0739  ___________________________________________________________________
 BY0739* NAD 83(1986)-  31 15 31.     (N)    094 56 26.     (W)     SCALED    
 BY0739* NAVD 88     -        68.86   (+/-2cm)     225.9    (feet)  VERTCON   
 BY0739  ___________________________________________________________________
 BY0739  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY0739
 BY0739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0739
 BY0739.The horizontal coordinates were scaled from a topographic map and have
 BY0739.an estimated accuracy of +/- 6 seconds.
 BY0739
 BY0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0739.The vertical order pertains to the NGVD 29 superseded value.
 BY0739
 BY0739.The geoid height was determined by GEOID03.
 BY0739
 BY0739;                    North         East    Units  Estimated Accuracy
 BY0739;SPC TX C     - 3,188,920.    1,213,380.      MT  (+/- 180 meters Scaled)
 BY0739
 BY0739                          SUPERSEDED SURVEY CONTROL
 BY0739
 BY0739  NGVD 29 (??/??/92)   68.901  (m)          226.05   (f) ADJ UNCH    2 0
 BY0739
 BY0739.Superseded values are not recommended for survey control.
 BY0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0739.See file dsdata.txt to determine how the superseded data were derived.
 BY0739
 BY0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ152598(NAD 83)
 BY0739_MARKER: DB = BENCH MARK DISK
 BY0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0739_STAMPING: Q 885 1947
 BY0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0739+STABILITY: SURFACE MOTION
 BY0739
 BY0739  HISTORY     - Date     Condition        Report By
 BY0739  HISTORY     - 1947     MONUMENTED       CGS
 BY0739
 BY0739                          STATION DESCRIPTION
 BY0739
 BY0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0739'2.9 MI NE FROM APPLE SPRINGS.
 BY0739'2.9 MILES NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE
 BY0739'SPRINGS LODGE AT APPLE SPRINGS, 308.0 FEET NORTHEAST OF THE CENTER
 BY0739'LINE OF A DIRT ROAD LEADING WEST, 231.0 FEET NORTHEAST OF THE
 BY0739'NORTHEAST END OF THE NORTHWEST HEADWALL OF A 10 FOOT TWIN CHANNEL
 BY0739'CONCRETE CULVERT, 49.8 FEET WEST OF AND 1.0 FOOT HIGHER THAN THE
 BY0739'CENTER LINE OF THE HIGHWAY, 31.1 FEET SOUTHEAST OF A 12 INCH PINE TREE
 BY0739'WITH A TRIANGULAR BLAZE, 8.9 FEET NORTH OF A 10 INCH HICKORY TREE WITH
 BY0739'A TRIANGULAR BLAZE, 2.6 FEET NORTHEAST OF A REFERENCE POST, SET IN THE
 BY0739'TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0798 ***********************************************************************
 AX0798  DESIGNATION -  Q 886
 AX0798  PID         -  AX0798
 AX0798  STATE/COUNTY-  TX/LAVACA
 AX0798  USGS QUAD   -  HOPE (1981)
 AX0798
 AX0798                         *CURRENT SURVEY CONTROL
 AX0798  ___________________________________________________________________
 AX0798* NAD 83(1986)-  29 09 48.     (N)    096 53 55.     (W)     SCALED    
 AX0798* NAVD 88     -        39.22   (+/-2cm)     128.7    (feet)  VERTCON   
 AX0798  ___________________________________________________________________
 AX0798  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0798
 AX0798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0798
 AX0798.The horizontal coordinates were scaled from a topographic map and have
 AX0798.an estimated accuracy of +/- 6 seconds.
 AX0798
 AX0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0798.The vertical order pertains to the NGVD 29 superseded value.
 AX0798
 AX0798.The geoid height was determined by GEOID03.
 AX0798
 AX0798;                    North         East    Units  Estimated Accuracy
 AX0798;SPC TXSC     - 4,149,240.      804,400.      MT  (+/- 180 meters Scaled)
 AX0798
 AX0798                          SUPERSEDED SURVEY CONTROL
 AX0798
 AX0798  NGVD 29 (??/??/92)   39.247  (m)          128.76   (f) ADJ UNCH    2 0
 AX0798
 AX0798.Superseded values are not recommended for survey control.
 AX0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0798.See file dsdata.txt to determine how the superseded data were derived.
 AX0798
 AX0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT043279(NAD 83)
 AX0798_MARKER: DB = BENCH MARK DISK
 AX0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0798_SP_SET: CULVERT
 AX0798_STAMPING: Q 886 1966
 AX0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0798
 AX0798  HISTORY     - Date     Condition        Report By
 AX0798  HISTORY     - 1966     MONUMENTED       CGS
 AX0798  HISTORY     - 1966     GOOD             USGS
 AX0798  HISTORY     - 19970607 GOOD             USPSQD
 AX0798
 AX0798                          STATION DESCRIPTION
 AX0798
 AX0798'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0798'0.9 MI SW FROM HOPE.
 AX0798'0.9 MI. SW ALONG ROADS FROM THE BAPTIST CHURCH AT HOPE, LAVACA COUNTY,
 AX0798'TO STATE HWY. 111.  THENCE 7.15 SE ALONG STATE HWY. 111. 0.25 MI. SE
 AX0798'OF A ROAD LEADING NE, AT A CONCRETE CULVERT, IN THE WEST END OF THE
 AX0798'NORTH HEADWALL 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 AX0798'LEVEL WITH THE HIGHWAY.
 AX0798
 AX0798                          STATION RECOVERY (1997)
 AX0798
 AX0798'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1157 ***********************************************************************
 AN1157  DESIGNATION -  Q 887
 AN1157  PID         -  AN1157
 AN1157  STATE/COUNTY-  TX/DE WITT
 AN1157  USGS QUAD   -  MEYERSVILLE (1987)
 AN1157
 AN1157                         *CURRENT SURVEY CONTROL
 AN1157  ___________________________________________________________________
 AN1157* NAD 83(1986)-  28 59 04.     (N)    097 15 55.     (W)     SCALED    
 AN1157* NAVD 88     -        72.38   (+/-2cm)     237.5    (feet)  VERTCON   
 AN1157  ___________________________________________________________________
 AN1157  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1157
 AN1157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1157
 AN1157.The horizontal coordinates were scaled from a topographic map and have
 AN1157.an estimated accuracy of +/- 6 seconds.
 AN1157
 AN1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1157.The vertical order pertains to the NGVD 29 superseded value.
 AN1157
 AN1157.The geoid height was determined by GEOID03.
 AN1157
 AN1157;                    North         East    Units  Estimated Accuracy
 AN1157;SPC TXSC     - 4,128,830.      769,030.      MT  (+/- 180 meters Scaled)
 AN1157
 AN1157                          SUPERSEDED SURVEY CONTROL
 AN1157
 AN1157  NGVD 29 (??/??/92)   72.403  (m)          237.54   (f) ADJ UNCH    2 0
 AN1157
 AN1157.Superseded values are not recommended for survey control.
 AN1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1157.See file dsdata.txt to determine how the superseded data were derived.
 AN1157
 AN1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT690075(NAD 83)
 AN1157_MARKER: DB = BENCH MARK DISK
 AN1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1157_STAMPING: Q 887 1943
 AN1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1157+STABILITY: SURFACE MOTION
 AN1157
 AN1157  HISTORY     - Date     Condition        Report By
 AN1157  HISTORY     - 1943     MONUMENTED       CGS
 AN1157
 AN1157                          STATION DESCRIPTION
 AN1157
 AN1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1157'0.7 MI SE FROM ARNECKEVILLE.
 AN1157'TO REACH FROM THE POST OFFICE AT ARNECKEVILLE-- PROCEED 0.7 MILE
 AN1157'SOUTHEASTERLY ALONG THE ARNECKEVILLE-MISSION VALLEY ROAD TO SITE OF
 AN1157'BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTHEAST OF A SIDE ROAD
 AN1157'INTERSECTION LEADING SOUTHWEST, AND ABOUT 0.1 MILE NORTHWEST OF A
 AN1157'PRIVATE ROAD INTERSECTION LEADING NORTHEAST TO A WHITE FRAME HOUSE. IT
 AN1157'IS 25.5 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1157'CENTERLINE OF ROAD, 5.0 FEET NORTHEAST OF A FENCE CORNER, 1.0 FOOT
 AN1157'NORTHWEST OF A FENCE, AND 3.0 FEET NORTHEAST OF A 4X4-INCH WOODEN
 AN1157'MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1158 ***********************************************************************
 AN1158  DESIGNATION -  Q 887 RESET 1953
 AN1158  PID         -  AN1158
 AN1158  STATE/COUNTY-  TX/DE WITT
 AN1158  USGS QUAD   -  MEYERSVILLE (1987)
 AN1158
 AN1158                         *CURRENT SURVEY CONTROL
 AN1158  ___________________________________________________________________
 AN1158* NAD 83(1986)-  28 59 04.     (N)    097 15 55.     (W)     SCALED    
 AN1158* NAVD 88     -        72.61   (+/-2cm)     238.2    (feet)  VERTCON   
 AN1158  ___________________________________________________________________
 AN1158  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1158
 AN1158  VERT ORDER  -  THIRD (See Below)
 AN1158
 AN1158.The horizontal coordinates were scaled from a topographic map and have
 AN1158.an estimated accuracy of +/- 6 seconds.
 AN1158
 AN1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1158.The vertical order pertains to the NGVD 29 superseded value.
 AN1158
 AN1158.The geoid height was determined by GEOID03.
 AN1158
 AN1158;                    North         East    Units  Estimated Accuracy
 AN1158;SPC TXSC     - 4,128,830.      769,030.      MT  (+/- 180 meters Scaled)
 AN1158
 AN1158                          SUPERSEDED SURVEY CONTROL
 AN1158
 AN1158  NGVD 29 (01/29/03)   72.63   (m)          238.3    (f) RESET       3  
 AN1158
 AN1158.Superseded values are not recommended for survey control.
 AN1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1158.See file dsdata.txt to determine how the superseded data were derived.
 AN1158
 AN1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT690075(NAD 83)
 AN1158_MARKER: DB = BENCH MARK DISK
 AN1158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1158_SP_SET: CULVERT
 AN1158_STAMPING: Q 887 RESET 1953
 AN1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1158
 AN1158  HISTORY     - Date     Condition        Report By
 AN1158  HISTORY     - 1953     MONUMENTED       CGS
 AN1158  HISTORY     - 1963     GOOD             NGS
 AN1158  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1158
 AN1158                          STATION DESCRIPTION
 AN1158
 AN1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AN1158'0.7 MI SE FROM ARNECKEVILLE.
 AN1158'0.7 MILE SOUTHEAST ALONG THE MISSION VALLEY ROAD FORM THE POST OFFICE
 AN1158'AT ARNECKEVILLE, DE WITT COUNTY, 0.2 MILE SOUTHEAST OF THE JUNCTION OF
 AN1158'A DIRT ROAD LEADING SOUTHWEST, 0.1 MILE NORTHWEST OF THE JUNCTION OF A
 AN1158'PRIVATE ROAD LEADING NORTHEAST TO A WHITE FRAME HOUSE, 43 FEET
 AN1158'NORTHEAST OF THE CENTERLINE OF THE ROAD, 63 FEET SOUTHEAST OF EAST END
 AN1158'OF A 2 FOOT SQUARE CULVERT, 3 FEET EAST OF RIGHT-OF-WAY FENCE, AND
 AN1158'ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK.
 AN1158
 AN1158                          STATION RECOVERY (2001)
 AN1158
 AN1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1158'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6535 ***********************************************************************
 AB6535  DESIGNATION -  Q 889 RESET
 AB6535  PID         -  AB6535
 AB6535  STATE/COUNTY-  TX/DE WITT
 AB6535  USGS QUAD   -  CUERO (1987)
 AB6535
 AB6535                         *CURRENT SURVEY CONTROL
 AB6535  ___________________________________________________________________
 AB6535* NAD 83(1986)-  29 00 11.     (N)    097 19 13.     (W)     SCALED    
 AB6535* NAVD 88     -        71.13   (+/-2cm)     233.4    (feet)  VERTCON   
 AB6535  ___________________________________________________________________
 AB6535  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AB6535
 AB6535  VERT ORDER  -  THIRD (See Below)
 AB6535
 AB6535.The horizontal coordinates were scaled from a topographic map and have
 AB6535.an estimated accuracy of +/- 6 seconds.
 AB6535
 AB6535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB6535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB6535.The vertical order pertains to the NGVD 29 superseded value.
 AB6535
 AB6535.The geoid height was determined by GEOID03.
 AB6535
 AB6535;                    North         East    Units  Estimated Accuracy
 AB6535;SPC TXSC     - 4,130,810.      763,640.      MT  (+/- 180 meters Scaled)
 AB6535
 AB6535                          SUPERSEDED SURVEY CONTROL
 AB6535
 AB6535  NGVD 29 (06/22/04)   71.14   (m)          233.4    (f) RESET       3  
 AB6535
 AB6535.Superseded values are not recommended for survey control.
 AB6535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6535.See file dsdata.txt to determine how the superseded data were derived.
 AB6535
 AB6535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT636094(NAD 83)
 AB6535_MARKER: DV = VERTICAL CONTROL DISK
 AB6535_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6535_SP_SET: BRIDGE ABUTMENT
 AB6535_STAMPING: Q 889 RESET 1995
 AB6535_MARK LOGO: NGS   
 AB6535_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6535
 AB6535  HISTORY     - Date     Condition        Report By
 AB6535  HISTORY     - 1995     MONUMENTED       TXDOT
 AB6535  HISTORY     - 20010331 GOOD             NGS
 AB6535
 AB6535                          STATION DESCRIPTION
 AB6535
 AB6535'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1995 (TR)
 AB6535'7.5 MILES (12.1 KM) SOUTHWEST ALONG US HIGHWAY 183 FROM THE POST
 AB6535'OFFICE IN CUERO, AT A CONCRETE BRIDGE OVER FIVE MILE COLETO CREEK, IN
 AB6535'THE WEST END OF THE SOUTH ABUTMENT, 22.5 FEET (6.9 M) WEST OF THE
 AB6535'HIGHWAY CENTERLINE, ABOUT 0.5 FEET (15.2 CM) LOWER THAN THE
 AB6535'CENTERLINE, BEHIND THE BRIDGE RAIL.
 AB6535
 AB6535                          STATION RECOVERY (2001)
 AB6535
 AB6535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB6535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1780 ***********************************************************************
 BK1780  DESIGNATION -  Q 89
 BK1780  PID         -  BK1780
 BK1780  STATE/COUNTY-  TX/ORANGE
 BK1780  USGS QUAD   -  ORANGEFIELD (1974)
 BK1780
 BK1780                         *CURRENT SURVEY CONTROL
 BK1780  ___________________________________________________________________
 BK1780* NAD 83(1986)-  30 06 46.     (N)    093 48 09.     (W)     SCALED    
 BK1780* NAVD 88     -         4.680  (meters)      15.35   (feet)  ADJUSTED  
 BK1780  ___________________________________________________________________
 BK1780  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1780  DYNAMIC HT  -           4.673 (meters)      15.33  (feet)  COMP
 BK1780  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 BK1780
 BK1780  VERT ORDER  -  FIRST     CLASS II
 BK1780
 BK1780.The horizontal coordinates were scaled from a topographic map and have
 BK1780.an estimated accuracy of +/- 6 seconds.
 BK1780
 BK1780.The orthometric height was determined by differential leveling
 BK1780.and adjusted by the National Geodetic Survey in June 1991..
 BK1780
 BK1780.The geoid height was determined by GEOID03.
 BK1780
 BK1780.The dynamic height is computed by dividing the NAVD 88
 BK1780.geopotential number by the normal gravity value computed on the
 BK1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1780.degrees latitude (g = 980.6199 gals.).
 BK1780
 BK1780.The modeled gravity was interpolated from observed gravity values.
 BK1780
 BK1780;                    North         East    Units  Estimated Accuracy
 BK1780;SPC TX C     - 3,067,930.    1,329,060.      MT  (+/- 180 meters Scaled)
 BK1780
 BK1780                          SUPERSEDED SURVEY CONTROL
 BK1780
 BK1780  NGVD 29 (??/??/??)    4.636  (m)           15.21   (f) ADJUSTED    1 2
 BK1780
 BK1780.Superseded values are not recommended for survey control.
 BK1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1780.See file dsdata.txt to determine how the superseded data were derived.
 BK1780
 BK1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP226315(NAD 83)
 BK1780_MARKER: DB = BENCH MARK DISK
 BK1780_SETTING: 0 = UNSPECIFIED SETTING
 BK1780_STAMPING: 16.329 Q 89 1932
 BK1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1780
 BK1780  HISTORY     - Date     Condition        Report By
 BK1780  HISTORY     - 1932     MONUMENTED       CGS
 BK1780  HISTORY     - 1943     GOOD             CGS
 BK1780  HISTORY     - 1979     GOOD             NGS
 BK1780  HISTORY     - 19880627 GOOD             USPSQD
 BK1780  HISTORY     - 1989     GOOD             USPSQD
 BK1780  HISTORY     - 19960427 GOOD             USPSQD
 BK1780  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1780
 BK1780                          STATION DESCRIPTION
 BK1780
 BK1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1780'4 MI N FROM ORANGE.
 BK1780'ON THE ORANGE AND NORTHWESTERN R.R., 50 FEET EAST OF THE TRACK, 25
 BK1780'FEET WEST OF HIGHWAY NO. 62, 90 FEET SOUTH OF THE STAT ON BOARD AT
 BK1780'BANCROFT SIDING, 2 1/2 POLES SOUTH OF MILE POLE NO. C 485, 150 NORTH
 BK1780'OF THE HIGHWAY INTERSECTION.
 BK1780
 BK1780                          STATION RECOVERY (1943)
 BK1780
 BK1780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BK1780'RECOVERED IN GOOD CONDITION.
 BK1780
 BK1780                          STATION RECOVERY (1979)
 BK1780
 BK1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1780'2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 BK1780'ORANGE, THENCE 1.9 MILES NORTHWEST ALONG THE MISSOURI PACIFIC
 BK1780'RAILROAD, AT THE U.S. HIGHWAY 90 BUSINESS ROUTE CROSSING, 244.8 FT.
 BK1780'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 31.5 FT. SOUTHWEST OF THE
 BK1780'CENTERLINE OF WOMACK ROAD, 36.9 FT. NORTHEAST OF THE NORTHEAST RAIL,
 BK1780'42.0 FT. NORTH OF POWERLINE POLE NUMBER 300-1.
 BK1780'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 BK1780'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BK1780
 BK1780                          STATION RECOVERY (1988)
 BK1780
 BK1780'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1780'RECOVERED IN GOOD CONDITION.
 BK1780
 BK1780                          STATION RECOVERY (1989)
 BK1780
 BK1780'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1780'RECOVERED IN GOOD CONDITION.
 BK1780
 BK1780                          STATION RECOVERY (1996)
 BK1780
 BK1780'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1780'RECOVERED IN GOOD CONDITION.
 BK1780
 BK1780                          STATION RECOVERY (2004)
 BK1780
 BK1780'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1780'MARK FOUND ,GOOD CONDITION WITH WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1058 ***********************************************************************
 AN1058  DESIGNATION -  Q 890
 AN1058  PID         -  AN1058
 AN1058  STATE/COUNTY-  TX/GOLIAD
 AN1058  USGS QUAD   -  GOLIAD (1987)
 AN1058
 AN1058                         *CURRENT SURVEY CONTROL
 AN1058  ___________________________________________________________________
 AN1058* NAD 83(1986)-  28 42 18.     (N)    097 23 15.     (W)     SCALED    
 AN1058* NAVD 88     -        53.94   (+/-2cm)     177.0    (feet)  VERTCON   
 AN1058  ___________________________________________________________________
 AN1058  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1058
 AN1058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1058
 AN1058.The horizontal coordinates were scaled from a topographic map and have
 AN1058.an estimated accuracy of +/- 6 seconds.
 AN1058
 AN1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1058.The vertical order pertains to the NGVD 29 superseded value.
 AN1058
 AN1058.The geoid height was determined by GEOID03.
 AN1058
 AN1058;                    North         East    Units  Estimated Accuracy
 AN1058;SPC TXSC     - 4,097,690.      757,550.      MT  (+/- 180 meters Scaled)
 AN1058
 AN1058                          SUPERSEDED SURVEY CONTROL
 AN1058
 AN1058  NGVD 29 (??/??/92)   53.991  (m)          177.14   (f) ADJ UNCH    2 0
 AN1058
 AN1058.Superseded values are not recommended for survey control.
 AN1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1058.See file dsdata.txt to determine how the superseded data were derived.
 AN1058
 AN1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS575763(NAD 83)
 AN1058_MARKER: DB = BENCH MARK DISK
 AN1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1058_SP_SET: CULVERT
 AN1058_STAMPING: Q 890 1943
 AN1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1058
 AN1058  HISTORY     - Date     Condition        Report By
 AN1058  HISTORY     - 1943     MONUMENTED       CGS
 AN1058  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1058
 AN1058                          STATION DESCRIPTION
 AN1058
 AN1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1058'2.7 MI N FROM GOLIAD.
 AN1058'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1058'HIGHWAY NO.29 AT GOLIAD-- PROCEED 2.55 MILES NORTHERLY ALONG HIGHWAY
 AN1058'NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF
 AN1058'THE NORTH END OF A BRIDGE OVER MANAHUILLA CREEK, AND ABOUT 0.15 MILE
 AN1058'SOUTH OF A SIDE ROAD INTERSECTION LEADING WEST.  IT IS 16.0 FEET WEST
 AN1058'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF HIGHWAY, AND SET
 AN1058'HORIZONTALLY IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 AN1058'CULVERT.
 AN1058
 AN1058                          STATION RECOVERY (1990)
 AN1058
 AN1058'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1059 ***********************************************************************
 AN1059  DESIGNATION -  Q 890 RESET 1957
 AN1059  PID         -  AN1059
 AN1059  STATE/COUNTY-  TX/GOLIAD
 AN1059  USGS QUAD   -  GOLIAD (1987)
 AN1059
 AN1059                         *CURRENT SURVEY CONTROL
 AN1059  ___________________________________________________________________
 AN1059* NAD 83(1986)-  28 42 18.     (N)    097 23 15.     (W)     SCALED    
 AN1059* NAVD 88     -        53.82   (+/-2cm)     176.6    (feet)  VERTCON   
 AN1059  ___________________________________________________________________
 AN1059  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1059
 AN1059  VERT ORDER  -  THIRD (See Below)
 AN1059
 AN1059.The horizontal coordinates were scaled from a topographic map and have
 AN1059.an estimated accuracy of +/- 6 seconds.
 AN1059
 AN1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1059.The vertical order pertains to the NGVD 29 superseded value.
 AN1059
 AN1059.The geoid height was determined by GEOID03.
 AN1059
 AN1059;                    North         East    Units  Estimated Accuracy
 AN1059;SPC TXSC     - 4,097,690.      757,550.      MT  (+/- 180 meters Scaled)
 AN1059
 AN1059                          SUPERSEDED SURVEY CONTROL
 AN1059
 AN1059  NGVD 29 (01/29/03)   53.88   (m)          176.8    (f) RESET       3  
 AN1059
 AN1059.Superseded values are not recommended for survey control.
 AN1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1059.See file dsdata.txt to determine how the superseded data were derived.
 AN1059
 AN1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS575763(NAD 83)
 AN1059_MARKER: DB = BENCH MARK DISK
 AN1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1059_SP_SET: CULVERT
 AN1059_STAMPING: Q 890 RESET 1957
 AN1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1059
 AN1059  HISTORY     - Date     Condition        Report By
 AN1059  HISTORY     - 1957     MONUMENTED       TXHD
 AN1059  HISTORY     - 1990     GOOD             USPSQD
 AN1059
 AN1059                          STATION DESCRIPTION
 AN1059
 AN1059'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AN1059'2.7 MI N FROM GOLIAD.
 AN1059'2.7 MILES NORTH ALONG U. S. HIGHWAY 183 FROM THE INTERSECTION OF U.S.
 AN1059'HIGHWAY 59 AT GOLIAD, 0.2 MILE NORTH OF THE NORTH END OF THE BRIDGE
 AN1059'OVER MANAHUILLA CREEK, 0.15 MILE SOUTH OF A JUNCTION OF A ROAD LEADING
 AN1059'WEST.  AT A CONCRETE CULVERT, IN THE SOUTH END OF THE WEST HEADWALL,
 AN1059'25.3 FEET WEST OF AND 1.62 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 AN1059
 AN1059                          STATION RECOVERY (1990)
 AN1059
 AN1059'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1147 ***********************************************************************
 BY1147  DESIGNATION -  Q 891
 BY1147  PID         -  BY1147
 BY1147  STATE/COUNTY-  TX/NACOGDOCHES
 BY1147  USGS QUAD   -  APPLEBY (1983)
 BY1147
 BY1147                         *CURRENT SURVEY CONTROL
 BY1147  ___________________________________________________________________
 BY1147* NAD 83(1986)-  31 42 44.     (N)    094 34 14.     (W)     SCALED    
 BY1147* NAVD 88     -       144.06   (+/-2cm)     472.6    (feet)  VERTCON   
 BY1147  ___________________________________________________________________
 BY1147  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1147
 BY1147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1147
 BY1147.The horizontal coordinates were scaled from a topographic map and have
 BY1147.an estimated accuracy of +/- 6 seconds.
 BY1147
 BY1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1147.The vertical order pertains to the NGVD 29 superseded value.
 BY1147
 BY1147.The geoid height was determined by GEOID03.
 BY1147
 BY1147;                    North         East    Units  Estimated Accuracy
 BY1147;SPC TX C     - 3,240,910.    1,245,970.      MT  (+/- 180 meters Scaled)
 BY1147
 BY1147                          SUPERSEDED SURVEY CONTROL
 BY1147
 BY1147  NGVD 29 (??/??/92)  144.063  (m)          472.65   (f) ADJ UNCH    2 0
 BY1147
 BY1147.Superseded values are not recommended for survey control.
 BY1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1147.See file dsdata.txt to determine how the superseded data were derived.
 BY1147
 BY1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR511096(NAD 83)
 BY1147_MARKER: DB = BENCH MARK DISK
 BY1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1147_STAMPING: Q 891 1948
 BY1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1147+STABILITY: SURFACE MOTION
 BY1147
 BY1147  HISTORY     - Date     Condition        Report By
 BY1147  HISTORY     - 1948     MONUMENTED       CGS
 BY1147  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY1147  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1147
 BY1147                          STATION DESCRIPTION
 BY1147
 BY1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1147'2.55 MI E FROM APPLEBY.
 BY1147'2.55 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY1147'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, 1.05
 BY1147'MILE WEST OF A JUNCTION WITH A ROAD LEADING TO APPLEBY FIRE TOWER,
 BY1147'63.0 FEET WEST OF A 12-INCH HICKORY TREE WHICH IS AT TOP OF A RIDGE
 BY1147'AND IN FRONT OF OLD HOUSE LOCATION, 35.0 FEET NORTH OF THE CENTER LINE
 BY1147'OF THE ROAD, 13.0 FEET SOUTH OF THE CORNER OF A FENCE AROUND AN OLD
 BY1147'HOUSE LOCATION (HOUSE NOW DESTROYED), 12.0 FEET SOUTH OF A CEDAR TREE
 BY1147'(ANOTHER CEDAR TREE IS LOCATED AT THE SOUTHEAST CORNER OF THE OLD
 BY1147'HOUSE LOT), 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A
 BY1147'FENCE LINE, ON TOP OF A RIDGE, AND SET IN THE TOP OF A CONCRETE POST
 BY1147'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1147
 BY1147                          STATION RECOVERY (1992)
 BY1147
 BY1147'RECOVERY NOTE BY US POWER SQUADRON 1992
 BY1147'MARK NOT FOUND.
 BY1147
 BY1147                          STATION RECOVERY (1998)
 BY1147
 BY1147'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0163 ***********************************************************************
 BY0163  DESIGNATION -  Q 892
 BY0163  PID         -  BY0163
 BY0163  STATE/COUNTY-  TX/NACOGDOCHES
 BY0163  USGS QUAD   -  GARRISON EAST (1984)
 BY0163
 BY0163                         *CURRENT SURVEY CONTROL
 BY0163  ___________________________________________________________________
 BY0163* NAD 83(1986)-  31 45 12.     (N)    094 27 48.     (W)     SCALED    
 BY0163* NAVD 88     -       120.21   (+/-2cm)     394.4    (feet)  VERTCON   
 BY0163  ___________________________________________________________________
 BY0163  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY0163
 BY0163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0163
 BY0163.The horizontal coordinates were scaled from a topographic map and have
 BY0163.an estimated accuracy of +/- 6 seconds.
 BY0163
 BY0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0163.The vertical order pertains to the NGVD 29 superseded value.
 BY0163
 BY0163.The geoid height was determined by GEOID03.
 BY0163
 BY0163;                    North         East    Units  Estimated Accuracy
 BY0163;SPC TX C     - 3,246,000.    1,255,880.      MT  (+/- 180 meters Scaled)
 BY0163
 BY0163                          SUPERSEDED SURVEY CONTROL
 BY0163
 BY0163  NGVD 29 (??/??/92)  120.214  (m)          394.40   (f) ADJ UNCH    2 0
 BY0163
 BY0163.Superseded values are not recommended for survey control.
 BY0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0163.See file dsdata.txt to determine how the superseded data were derived.
 BY0163
 BY0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR614140(NAD 83)
 BY0163_MARKER: DB = BENCH MARK DISK
 BY0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0163_STAMPING: Q 892 1948
 BY0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0163+STABILITY: SURFACE MOTION
 BY0163
 BY0163  HISTORY     - Date     Condition        Report By
 BY0163  HISTORY     - 1948     MONUMENTED       CGS
 BY0163  HISTORY     - 1956     GOOD             USGS
 BY0163
 BY0163                          STATION DESCRIPTION
 BY0163
 BY0163'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BY0163'4.4 MI W FROM STOCKMAN.
 BY0163'0.6 MILE SOUTH ALONG FARM ROAD 415 FROM THE POST OFFICE AT STOCKMAN,
 BY0163'THENCE 1.6 MILES WEST, AND 0.4 MILE SOUTHWEST ALONG A GRADED DIRT
 BY0163'ROAD, THENCE 1.8 MILES WEST ALONG A DIRT ROAD, 109 FEET SOUTH OF THE
 BY0163'CENTER LINE OF THE ROAD, 138 FEET EAST OF A 24 INCH POST OAK TREE, 54
 BY0163'FEET NORTH OF A 30 INCH POST OAK TREE, 24 FEET SOUTH OF AN ABANDONED
 BY0163'DRIVEWAY, 4 FEET SOUTH OF A FENCE, A STD. DISK, STAMPED Q 892 1948,
 BY0163'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE
 BY0163'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1025 ***********************************************************************
 BY1025  DESIGNATION -  Q 893
 BY1025  PID         -  BY1025
 BY1025  STATE/COUNTY-  TX/NACOGDOCHES
 BY1025  USGS QUAD   -  PLATT (1980)
 BY1025
 BY1025                         *CURRENT SURVEY CONTROL
 BY1025  ___________________________________________________________________
 BY1025* NAD 83(1986)-  31 25 53.     (N)    094 30 06.     (W)     SCALED    
 BY1025* NAVD 88     -        67.83   (+/-2cm)     222.5    (feet)  VERTCON   
 BY1025  ___________________________________________________________________
 BY1025  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY1025
 BY1025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1025
 BY1025.The horizontal coordinates were scaled from a topographic map and have
 BY1025.an estimated accuracy of +/- 6 seconds.
 BY1025
 BY1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1025.The vertical order pertains to the NGVD 29 superseded value.
 BY1025
 BY1025.The geoid height was determined by GEOID03.
 BY1025
 BY1025;                    North         East    Units  Estimated Accuracy
 BY1025;SPC TX C     - 3,210,160.    1,254,120.      MT  (+/- 180 meters Scaled)
 BY1025
 BY1025                          SUPERSEDED SURVEY CONTROL
 BY1025
 BY1025  NGVD 29 (??/??/92)   67.886  (m)          222.72   (f) ADJ UNCH    2 0
 BY1025
 BY1025.Superseded values are not recommended for survey control.
 BY1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1025.See file dsdata.txt to determine how the superseded data were derived.
 BY1025
 BY1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ572783(NAD 83)
 BY1025_MARKER: DB = BENCH MARK DISK
 BY1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1025_STAMPING: Q 893 1948
 BY1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1025+STABILITY: SURFACE MOTION
 BY1025
 BY1025  HISTORY     - Date     Condition        Report By
 BY1025  HISTORY     - 1948     MONUMENTED       CGS
 BY1025  HISTORY     - 1956     MARK NOT FOUND   USGS
 BY1025  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1025
 BY1025                          STATION DESCRIPTION
 BY1025
 BY1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1025'5.7 MI S FROM WODEN.
 BY1025'5.7 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1025'WODEN, AT A Y FORK IN THE ROAD, AT A POINT WHERE THE WODEN-ETOILE ROAD
 BY1025'TURNS SOUTHEAST, 64.0 FEET WEST OF THE CENTER LINE OF ROAD LEADING
 BY1025'SOUTH, 56.0 FEET SOUTHWEST OF THE CENTER LINE OF WODEN-ETOILE ROAD,
 BY1025'53.0 FEET SOUTHEAST OF A POWER POLE, 49.0 FEET EAST OF A 16-INCH PINE
 BY1025'TREE, 39.8 FEET NORTH OF AN 8-INCH PINE TREE, 41.0 FEET SOUTH OF AN
 BY1025'18-INCH OAK TREE, 2.0 FEET NORTHEAST OF A REFERENCE POST, AND SET IN
 BY1025'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1025
 BY1025                          STATION RECOVERY (1956)
 BY1025
 BY1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BY1025'MARK NOT FOUND.
 BY1025
 BY1025                          STATION RECOVERY (1998)
 BY1025
 BY1025'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0207 ***********************************************************************
 BY0207  DESIGNATION -  Q 894
 BY0207  PID         -  BY0207
 BY0207  STATE/COUNTY-  TX/SHELBY
 BY0207  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0207
 BY0207                         *CURRENT SURVEY CONTROL
 BY0207  ___________________________________________________________________
 BY0207* NAD 83(1986)-  31 43 47.     (N)    094 15 24.     (W)     SCALED    
 BY0207* NAVD 88     -       149.59   (+/-2cm)     490.8    (feet)  VERTCON   
 BY0207  ___________________________________________________________________
 BY0207  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY0207
 BY0207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0207
 BY0207.The horizontal coordinates were scaled from a topographic map and have
 BY0207.an estimated accuracy of +/- 6 seconds.
 BY0207
 BY0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0207.The vertical order pertains to the NGVD 29 superseded value.
 BY0207
 BY0207.The geoid height was determined by GEOID03.
 BY0207
 BY0207;                    North         East    Units  Estimated Accuracy
 BY0207;SPC TX C     - 3,244,430.    1,275,570.      MT  (+/- 180 meters Scaled)
 BY0207
 BY0207                          SUPERSEDED SURVEY CONTROL
 BY0207
 BY0207  NGVD 29 (??/??/92)  149.611  (m)          490.85   (f) ADJ UNCH    2 0
 BY0207
 BY0207.Superseded values are not recommended for survey control.
 BY0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0207.See file dsdata.txt to determine how the superseded data were derived.
 BY0207
 BY0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR809111(NAD 83)
 BY0207_MARKER: DB = BENCH MARK DISK
 BY0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0207_STAMPING: Q 894 1949
 BY0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0207+STABILITY: SURFACE MOTION
 BY0207
 BY0207  HISTORY     - Date     Condition        Report By
 BY0207  HISTORY     - 1949     MONUMENTED       CGS
 BY0207  HISTORY     - 1967     GOOD             NGS
 BY0207
 BY0207                          STATION DESCRIPTION
 BY0207
 BY0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BY0207'5.85 MI NE FROM AIKEN.
 BY0207'5.85 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE ELEMENTARY SCHOOL
 BY0207'AT AIKEN, AT A JUNCTION WITH A ROAD LEADING EAST AND A ROAD LEADING
 BY0207'SOUTH, 117 YARDS (PACED) NORTH OF AND ACROSS THE HIGHWAY FROM THE LEE
 BY0207'MCSWAIN GROCERY STORE, 70.4 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY0207'HIGHWAY, 46.0 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 BY0207'SOUTH, 22.0 FEET NORTH OF A 28-INCH SYCAMORE TREE, 13.3 FEET SOUTHWEST
 BY0207'OF A 26-INCH CEDAR TREE, 1.5 FEET SOUTHWEST OF A REFERENCE POST, 0.9
 BY0207'FOOT SOUTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0207'PROJECTING 0.5 FOOT ABOVE THE GROUND.  THIS BENCH MARK IS 0.5 MILE
 BY0207'SOUTHWEST OF BENCH MARK W 995.  NOTE-- THE LEE MCSWAIN GROCERY STORE
 BY0207'AND THE SYCAMORE TREE ARE GONE.  THE BENCH MARK MAY BE REACHED BY
 BY0207'GOING 6.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE IN
 BY0207'CENTER TO SITE OF BENCH MARK.  IT IS AT TEXAS HIGHWAY DEPARTMENT
 BY0207'STATION 343 + 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1204 ***********************************************************************
 BY1204  DESIGNATION -  Q 895
 BY1204  PID         -  BY1204
 BY1204  STATE/COUNTY-  TX/NACOGDOCHES
 BY1204  USGS QUAD   -  WODEN (1983)
 BY1204
 BY1204                         *CURRENT SURVEY CONTROL
 BY1204  ___________________________________________________________________
 BY1204* NAD 83(1986)-  31 33 47.     (N)    094 30 01.     (W)     SCALED    
 BY1204* NAVD 88     -       110.26   (+/-2cm)     361.7    (feet)  VERTCON   
 BY1204  ___________________________________________________________________
 BY1204  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1204
 BY1204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1204
 BY1204.The horizontal coordinates were scaled from a topographic map and have
 BY1204.an estimated accuracy of +/- 6 seconds.
 BY1204
 BY1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1204.The vertical order pertains to the NGVD 29 superseded value.
 BY1204
 BY1204.The geoid height was determined by GEOID03.
 BY1204
 BY1204;                    North         East    Units  Estimated Accuracy
 BY1204;SPC TX C     - 3,224,740.    1,253,490.      MT  (+/- 180 meters Scaled)
 BY1204
 BY1204                          SUPERSEDED SURVEY CONTROL
 BY1204
 BY1204  NGVD 29 (??/??/92)  110.309  (m)          361.91   (f) ADJ UNCH    2 0
 BY1204
 BY1204.Superseded values are not recommended for survey control.
 BY1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1204.See file dsdata.txt to determine how the superseded data were derived.
 BY1204
 BY1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ576929(NAD 83)
 BY1204_MARKER: DB = BENCH MARK DISK
 BY1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1204_STAMPING: Q 895 1949
 BY1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1204+STABILITY: SURFACE MOTION
 BY1204
 BY1204  HISTORY     - Date     Condition        Report By
 BY1204  HISTORY     - 1949     MONUMENTED       CGS
 BY1204  HISTORY     - 19980919 GOOD             USPSQD
 BY1204
 BY1204                          STATION DESCRIPTION
 BY1204
 BY1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1204'0.95 MI W FROM MELROSE.
 BY1204'0.95 MILE WEST ALONG STATE HIGHWAY 21 FROM THE ELEMENTARY SCHOOL AT
 BY1204'MELROSE, 216.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33.0 FEET
 BY1204'NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 27.6 FEET SOUTHEAST OF THE
 BY1204'SOUTHEAST CORNER OF THE A. B. SIMMONS FARMHOUSE, 2.0 FEET EAST OF A
 BY1204'POWER POLE, 2.0 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A REFERENCE
 BY1204'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 BY1204'THE GROUND.
 BY1204
 BY1204                          STATION RECOVERY (1998)
 BY1204
 BY1204'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0368 ***********************************************************************
 BL0368  DESIGNATION -  Q 896 RESET
 BL0368  PID         -  BL0368
 BL0368  STATE/COUNTY-  TX/LIBERTY
 BL0368  USGS QUAD   -  DAYTON (1984)
 BL0368
 BL0368                         *CURRENT SURVEY CONTROL
 BL0368  ___________________________________________________________________
 BL0368* NAD 83(1986)-  30 03 01.     (N)    094 52 39.     (W)     SCALED    
 BL0368* NAVD 88     -         5.748  (meters)      18.86   (feet)  ADJUSTED  
 BL0368  ___________________________________________________________________
 BL0368  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0368  DYNAMIC HT  -           5.741 (meters)      18.84  (feet)  COMP
 BL0368  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 BL0368
 BL0368  VERT ORDER  -  FIRST     CLASS I
 BL0368
 BL0368.The horizontal coordinates were scaled from a topographic map and have
 BL0368.an estimated accuracy of +/- 6 seconds.
 BL0368
 BL0368.The orthometric height was determined by differential leveling
 BL0368.and adjusted by the National Geodetic Survey in June 1991..
 BL0368
 BL0368.The geoid height was determined by GEOID03.
 BL0368
 BL0368.The dynamic height is computed by dividing the NAVD 88
 BL0368.geopotential number by the normal gravity value computed on the
 BL0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0368.degrees latitude (g = 980.6199 gals.).
 BL0368
 BL0368.The modeled gravity was interpolated from observed gravity values.
 BL0368
 BL0368;                    North         East    Units  Estimated Accuracy
 BL0368;SPC TX C     - 3,055,430.    1,225,950.      MT  (+/- 180 meters Scaled)
 BL0368
 BL0368                          SUPERSEDED SURVEY CONTROL
 BL0368
 BL0368  NGVD 29 (12/23/87)    5.750  (m)           18.86   (f) ADJUSTED    1 1
 BL0368
 BL0368.Superseded values are not recommended for survey control.
 BL0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0368.See file dsdata.txt to determine how the superseded data were derived.
 BL0368
 BL0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP189258(NAD 83)
 BL0368_MARKER: DB = BENCH MARK DISK
 BL0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0368_SP_SET: CONCRETE POST
 BL0368_STAMPING: Q 896 RESET 1960
 BL0368_MARK LOGO: CGS   
 BL0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0368+STABILITY: SURFACE MOTION
 BL0368
 BL0368  HISTORY     - Date     Condition        Report By
 BL0368  HISTORY     - 1960     MONUMENTED       CGS
 BL0368  HISTORY     - 1972     GOOD             NGS
 BL0368  HISTORY     - 1987     GOOD             NGS
 BL0368  HISTORY     - 1988     GOOD             USPSQD
 BL0368  HISTORY     - 1989     GOOD             USPSQD
 BL0368  HISTORY     - 1990     GOOD             USPSQD
 BL0368  HISTORY     - 19960413 GOOD             USPSQD
 BL0368  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0368  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0368
 BL0368                          STATION DESCRIPTION
 BL0368
 BL0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0368'0.8 MI NE FROM DAYTON.
 BL0368'ABOUT 0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE HIGH SCHOOL AT
 BL0368'DAYTON, ABOUT 0.65 MILE WEST OF THE WEST END OF THE HIGHWAY BRIDGE
 BL0368'OVER LINNEY CREEK, 176 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 BL0368'LANE OF THE HIGHWAY, ON THE EAST SLOPE AND NEAR THE BASE OF A HILL,
 BL0368'NEAR THE EDGE OF A WOODED AREA, 51 FEET SOUTH-SOUTHEAST OF A VISIT
 BL0368'TEXAS ONLY INDIAN RESERVATION SIGN, 50 FEET NORTHWEST OF A 36-INCH
 BL0368'SYCAMORE TREE, 7 1/2 FEET WEST OF THE CENTER ONE OF FIVE LARGE TREES,
 BL0368'0.7 FOOT NORTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL
 BL0368'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BL0368'FOOT.  NOTE-- THE 1960 DESCRIPTION REPORTED THIS MARK AS PROJECTING 8
 BL0368'INCHES.
 BL0368
 BL0368                          STATION RECOVERY (1987)
 BL0368
 BL0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0368'RECOVERED IN GOOD CONDITION.
 BL0368
 BL0368                          STATION RECOVERY (1988)
 BL0368
 BL0368'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0368'RECOVERED IN GOOD CONDITION.
 BL0368
 BL0368                          STATION RECOVERY (1989)
 BL0368
 BL0368'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0368'RECOVERED IN GOOD CONDITION.
 BL0368
 BL0368                          STATION RECOVERY (1990)
 BL0368
 BL0368'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0368'RECOVERED IN GOOD CONDITION.
 BL0368
 BL0368                          STATION RECOVERY (1996)
 BL0368
 BL0368'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0368'RECOVERED IN GOOD CONDITION.
 BL0368
 BL0368                          STATION RECOVERY (2004)
 BL0368
 BL0368'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0368'NEW HIGHWAY 90 WIDENED .
 BL0368
 BL0368                          STATION RECOVERY (2005)
 BL0368
 BL0368'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1482 ***********************************************************************
 BY1482  DESIGNATION -  Q 897
 BY1482  PID         -  BY1482
 BY1482  STATE/COUNTY-  TX/HOUSTON
 BY1482  USGS QUAD   -  CENTRALIA (1950)
 BY1482
 BY1482                         *CURRENT SURVEY CONTROL
 BY1482  ___________________________________________________________________
 BY1482* NAD 83(1986)-  31 19 17.     (N)    095 04 45.     (W)     SCALED    
 BY1482* NAVD 88     -        83.04   (+/-2cm)     272.4    (feet)  VERTCON   
 BY1482  ___________________________________________________________________
 BY1482  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY1482
 BY1482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1482
 BY1482.The horizontal coordinates were scaled from a topographic map and have
 BY1482.an estimated accuracy of +/- 6 seconds.
 BY1482
 BY1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1482.The vertical order pertains to the NGVD 29 superseded value.
 BY1482
 BY1482.The geoid height was determined by GEOID03.
 BY1482
 BY1482;                    North         East    Units  Estimated Accuracy
 BY1482;SPC TX C     - 3,195,240.    1,199,870.      MT  (+/- 180 meters Scaled)
 BY1482
 BY1482                          SUPERSEDED SURVEY CONTROL
 BY1482
 BY1482  NGVD 29 (??/??/92)   83.069  (m)          272.54   (f) ADJ UNCH    2 0
 BY1482
 BY1482.Superseded values are not recommended for survey control.
 BY1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1482.See file dsdata.txt to determine how the superseded data were derived.
 BY1482
 BY1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ021670(NAD 83)
 BY1482_MARKER: DB = BENCH MARK DISK
 BY1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1482_STAMPING: Q 897 1948
 BY1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1482+STABILITY: SURFACE MOTION
 BY1482
 BY1482  HISTORY     - Date     Condition        Report By
 BY1482  HISTORY     - 1948     MONUMENTED       CGS
 BY1482
 BY1482                          STATION DESCRIPTION
 BY1482
 BY1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1482'8.35 MI SE FROM KENNARD.
 BY1482'1.3 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE POST OFFICE AT
 BY1482'KENNARD, THENCE 7.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 1.15
 BY1482'MILES NORTHWEST OF BENCH MARK F 897, AT THE TOP OF A HILL, 98.5 FEET
 BY1482'EAST OF THE CENTER OF THE ROAD, 85.7 FEET WEST OF A 36-INCH OAK TREE,
 BY1482'11.2 FEET SOUTH OF THE CENTER OF A WOODEN GATE, 2.2 FEET WEST OF A
 BY1482'BARB WIRE FENCE, 2.2 FEET NORTH OF A WITNESS POST AND SET IN THE TOP
 BY1482'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0158 ***********************************************************************
 BZ0158  DESIGNATION -  Q 899
 BZ0158  PID         -  BZ0158
 BZ0158  STATE/COUNTY-  TX/FREESTONE
 BZ0158  USGS QUAD   -  LANELY (1982)
 BZ0158
 BZ0158                         *CURRENT SURVEY CONTROL
 BZ0158  ___________________________________________________________________
 BZ0158* NAD 83(1986)-  31 30 58.     (N)    096 05 50.     (W)     SCALED    
 BZ0158* NAVD 88     -       113.860  (meters)     373.56   (feet)  ADJUSTED  
 BZ0158  ___________________________________________________________________
 BZ0158  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BZ0158  DYNAMIC HT  -         113.722 (meters)     373.10  (feet)  COMP
 BZ0158  MODELED GRAV-     979,418.9   (mgal)                       NAVD 88
 BZ0158
 BZ0158  VERT ORDER  -  SECOND    CLASS 0
 BZ0158
 BZ0158.The horizontal coordinates were scaled from a topographic map and have
 BZ0158.an estimated accuracy of +/- 6 seconds.
 BZ0158
 BZ0158.The orthometric height was determined by differential leveling
 BZ0158.and adjusted by the National Geodetic Survey in June 1991..
 BZ0158
 BZ0158.The geoid height was determined by GEOID03.
 BZ0158
 BZ0158.The dynamic height is computed by dividing the NAVD 88
 BZ0158.geopotential number by the normal gravity value computed on the
 BZ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0158.degrees latitude (g = 980.6199 gals.).
 BZ0158
 BZ0158.The modeled gravity was interpolated from observed gravity values.
 BZ0158
 BZ0158;                    North         East    Units  Estimated Accuracy
 BZ0158;SPC TX C     - 3,212,680.    1,102,240.      MT  (+/- 180 meters Scaled)
 BZ0158
 BZ0158                          SUPERSEDED SURVEY CONTROL
 BZ0158
 BZ0158  NGVD 29 (??/??/92)  113.849  (m)          373.52   (f) ADJ UNCH    2 0
 BZ0158
 BZ0158.Superseded values are not recommended for survey control.
 BZ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0158.See file dsdata.txt to determine how the superseded data were derived.
 BZ0158
 BZ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV756904(NAD 83)
 BZ0158_MARKER: DB = BENCH MARK DISK
 BZ0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0158_SP_SET: CULVERT
 BZ0158_STAMPING: Q 899 1948
 BZ0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0158
 BZ0158  HISTORY     - Date     Condition        Report By
 BZ0158  HISTORY     - 1948     MONUMENTED       CGS
 BZ0158
 BZ0158                          STATION DESCRIPTION
 BZ0158
 BZ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0158'4.5 MI NW FROM BUFFALO.
 BZ0158'0.4 MILE SOUTHWEST ALONG COMMERCE STREET FROM THE POST OFFICE AT
 BZ0158'BUFFALO, THENCE 4.1 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75, 0.15
 BZ0158'MILE SOUTHEAST OF THE MARSHY SPRINGS STORE, NEAR THE CENTER OF A HILL
 BZ0158'AND ACROSS THE HIGHWAY FROM A RAVINE, 24.2 FEET NORTHEAST AND 4.0 FEET
 BZ0158'BELOW THE CENTER OF THE HIGHWAY, IN THE TOP AND AT THE SOUTHEAST END
 BZ0158'OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT AND SET IN A DRILL
 BZ0158'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1861 ***********************************************************************
 BK1861  DESIGNATION -  Q 90
 BK1861  PID         -  BK1861
 BK1861  STATE/COUNTY-  TX/JASPER
 BK1861  USGS QUAD   -  KIRBYVILLE (1984)
 BK1861
 BK1861                         *CURRENT SURVEY CONTROL
 BK1861  ___________________________________________________________________
 BK1861* NAD 83(1986)-  30 41 40.     (N)    093 53 13.     (W)     SCALED    
 BK1861* NAVD 88     -        35.74   (+/-2cm)     117.3    (feet)  VERTCON   
 BK1861  ___________________________________________________________________
 BK1861  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BK1861
 BK1861  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1861
 BK1861.The horizontal coordinates were scaled from a topographic map and have
 BK1861.an estimated accuracy of +/- 6 seconds.
 BK1861
 BK1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1861.The vertical order pertains to the NGVD 29 superseded value.
 BK1861
 BK1861.The geoid height was determined by GEOID03.
 BK1861
 BK1861;                    North         East    Units  Estimated Accuracy
 BK1861;SPC TX C     - 3,131,820.    1,317,200.      MT  (+/- 180 meters Scaled)
 BK1861
 BK1861                          SUPERSEDED SURVEY CONTROL
 BK1861
 BK1861  NGVD 29 (??/??/??)   35.734  (m)          117.24   (f) ADJUSTED    1 2
 BK1861
 BK1861.Superseded values are not recommended for survey control.
 BK1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1861.See file dsdata.txt to determine how the superseded data were derived.
 BK1861
 BK1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP150960(NAD 83)
 BK1861_MARKER: DB = BENCH MARK DISK
 BK1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1861_STAMPING: Q 90 1932
 BK1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1861+STABILITY: SURFACE MOTION
 BK1861
 BK1861  HISTORY     - Date     Condition        Report By
 BK1861  HISTORY     - 1932     MONUMENTED       CGS
 BK1861  HISTORY     - 1934     GOOD             CGS
 BK1861
 BK1861                          STATION DESCRIPTION
 BK1861
 BK1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1861'2.3 MI N FROM KIRBYVILLE.
 BK1861'2.3 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1861'STATION AT KIRBYVILLE, JASPER COUNTY, 4-3/4 POLES SOUTH OF MILE POLE
 BK1861'55, 50 FEET WEST OF THE TRACK, AND AT THE FENCE LINE.  A STANDARD
 BK1861'DISK, STAMPED Q 90 1932 AND SET IN THE TOP OF A CONCRETE POST.
 BK1861
 BK1861                          STATION RECOVERY (1934)
 BK1861
 BK1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0041 ***********************************************************************
 BM0041  DESIGNATION -  Q 900 RESET 1959
 BM0041  PID         -  BM0041
 BM0041  STATE/COUNTY-  TX/BRAZOS
 BM0041  USGS QUAD   -  BRYAN WEST (1980)
 BM0041
 BM0041                         *CURRENT SURVEY CONTROL
 BM0041  ___________________________________________________________________
 BM0041* NAD 83(1986)-  30 40 34.     (N)    096 23 24.     (W)     SCALED    
 BM0041* NAVD 88     -       104.28   (+/-2cm)     342.1    (feet)  VERTCON   
 BM0041  ___________________________________________________________________
 BM0041  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BM0041
 BM0041  VERT ORDER  -  THIRD (See Below)
 BM0041
 BM0041.The horizontal coordinates were scaled from a topographic map and have
 BM0041.an estimated accuracy of +/- 6 seconds.
 BM0041
 BM0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0041.The vertical order pertains to the NGVD 29 superseded value.
 BM0041
 BM0041.The geoid height was determined by GEOID03.
 BM0041
 BM0041;                    North         East    Units  Estimated Accuracy
 BM0041;SPC TX C     - 3,118,600.    1,077,750.      MT  (+/- 180 meters Scaled)
 BM0041
 BM0041                          SUPERSEDED SURVEY CONTROL
 BM0041
 BM0041  NGVD 29 (??/??/??)  104.25   (m)          342.0    (f) RESET       3  
 BM0041
 BM0041.Superseded values are not recommended for survey control.
 BM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0041.See file dsdata.txt to determine how the superseded data were derived.
 BM0041
 BM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU500966(NAD 83)
 BM0041_MARKER: DB = BENCH MARK DISK
 BM0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0041_STAMPING: Q 900 RESET 1959
 BM0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0041+STABILITY: SURFACE MOTION
 BM0041
 BM0041  HISTORY     - Date     Condition        Report By
 BM0041  HISTORY     - 1959     MONUMENTED       CGS
 BM0041  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0041
 BM0041                          STATION DESCRIPTION
 BM0041
 BM0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BM0041'IN BRYAN.
 BM0041'ABOUT 1.2 MILE SOUTHWEST OF THE CENTER OF BRYAN, ALONG STATE HIGHWAY
 BM0041'NO. 21 FROM THE COURT HOUSE, AT THE JUNCTION OF THE BUSINESS ROUTE AND
 BM0041'THE BY-PASS ROUTE OF THE HIGHWAY, ABOUT 1 FOOT SOUTH OF THE NORTH
 BM0041'RIGHT-OF-WAY LINE FENCE, 8 FEET WEST OF A FIRE-PLUG AND 13 YARDS WEST
 BM0041'OF A BRACED POWER POLE.  IT IS ABOUT 100 YARDS WEST OF THE CENTER OF
 BM0041'THE HIGHWAY INTERSECTION AND SOUTH OF A STOCK TANK.  A STANDARD DISK
 BM0041'STAMPED Q 900 RESET 1959 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 BM0041
 BM0041                          STATION RECOVERY (1994)
 BM0041
 BM0041'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0491 ***********************************************************************
 CR0491  DESIGNATION -  Q 901
 CR0491  PID         -  CR0491
 CR0491  STATE/COUNTY-  TX/SMITH
 CR0491  USGS QUAD   -  CHANDLER (1973)
 CR0491
 CR0491                         *CURRENT SURVEY CONTROL
 CR0491  ___________________________________________________________________
 CR0491* NAD 83(1986)-  32 20 07.     (N)    095 22 41.     (W)     SCALED    
 CR0491* NAVD 88     -       142.504  (meters)     467.53   (feet)  ADJUSTED  
 CR0491  ___________________________________________________________________
 CR0491  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CR0491  DYNAMIC HT  -         142.337 (meters)     466.98  (feet)  COMP
 CR0491  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 CR0491
 CR0491  VERT ORDER  -  SECOND    CLASS 0
 CR0491
 CR0491.The horizontal coordinates were scaled from a topographic map and have
 CR0491.an estimated accuracy of +/- 6 seconds.
 CR0491
 CR0491.The orthometric height was determined by differential leveling
 CR0491.and adjusted by the National Geodetic Survey in June 1991..
 CR0491
 CR0491.The geoid height was determined by GEOID03.
 CR0491
 CR0491.The dynamic height is computed by dividing the NAVD 88
 CR0491.geopotential number by the normal gravity value computed on the
 CR0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0491.degrees latitude (g = 980.6199 gals.).
 CR0491
 CR0491.The modeled gravity was interpolated from observed gravity values.
 CR0491
 CR0491;                    North         East    Units  Estimated Accuracy
 CR0491;SPC TXNC     - 2,078,510.      893,870.      MT  (+/- 180 meters Scaled)
 CR0491
 CR0491                          SUPERSEDED SURVEY CONTROL
 CR0491
 CR0491  NGVD 29 (??/??/92)  142.529  (m)          467.61   (f) ADJ UNCH    2 0
 CR0491
 CR0491.Superseded values are not recommended for survey control.
 CR0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0491.See file dsdata.txt to determine how the superseded data were derived.
 CR0491
 CR0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR761800(NAD 83)
 CR0491_MARKER: DB = BENCH MARK DISK
 CR0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0491_STAMPING: Q 901 1945
 CR0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0491+STABILITY: SURFACE MOTION
 CR0491
 CR0491  HISTORY     - Date     Condition        Report By
 CR0491  HISTORY     - 1945     MONUMENTED       CGS
 CR0491  HISTORY     - 1966     MARK NOT FOUND   USGS
 CR0491  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0491  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 CR0491
 CR0491                          STATION DESCRIPTION
 CR0491
 CR0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CR0491'3.2 MI SW FROM TYLER.
 CR0491'ABOUT 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 31 FROM ITS JUNCTION
 CR0491'WITH STATE HIGHWAY NO. 64 AT THE WEST EDGE OF TYLER.  AT THE
 CR0491'INTERSECTION OF THE HIGHWAY AND AN ASPHALT ROAD RUNNING NORTH AND
 CR0491'SOUTH, 84.0 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 42.0 FEET
 CR0491'EAST OF CENTER LINE OF ROAD, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT
 CR0491'SOUTH OF A 4X4 MARKER POST.  AN IRON DISK STAMPED Q 901 1945 SET IN
 CR0491'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE GROUND.
 CR0491
 CR0491                          STATION RECOVERY (1966)
 CR0491
 CR0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CR0491'MARK NOT FOUND.
 CR0491
 CR0491                          STATION RECOVERY (1991)
 CR0491
 CR0491'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 CR0491'MARK NOT FOUND.
 CR0491
 CR0491                          STATION RECOVERY (2004)
 CR0491
 CR0491'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0309 ***********************************************************************
 DN0309  DESIGNATION -  Q 902
 DN0309  PID         -  DN0309
 DN0309  STATE/COUNTY-  TX/GRAYSON
 DN0309  USGS QUAD   -  MARILEE (1961)
 DN0309
 DN0309                         *CURRENT SURVEY CONTROL
 DN0309  ___________________________________________________________________
 DN0309* NAD 83(1986)-  33 29 42.     (N)    096 45 05.     (W)     SCALED    
 DN0309* NAVD 88     -       219.311  (meters)     719.52   (feet)  ADJUSTED  
 DN0309  ___________________________________________________________________
 DN0309  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 DN0309  DYNAMIC HT  -         219.081 (meters)     718.77  (feet)  COMP
 DN0309  MODELED GRAV-     979,582.7   (mgal)                       NAVD 88
 DN0309
 DN0309  VERT ORDER  -  SECOND    CLASS 0
 DN0309
 DN0309.The horizontal coordinates were scaled from a topographic map and have
 DN0309.an estimated accuracy of +/- 6 seconds.
 DN0309
 DN0309.The orthometric height was determined by differential leveling
 DN0309.and adjusted by the National Geodetic Survey in June 1991..
 DN0309
 DN0309.The geoid height was determined by GEOID03.
 DN0309
 DN0309.The dynamic height is computed by dividing the NAVD 88
 DN0309.geopotential number by the normal gravity value computed on the
 DN0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0309.degrees latitude (g = 980.6199 gals.).
 DN0309
 DN0309.The modeled gravity was interpolated from observed gravity values.
 DN0309
 DN0309;                    North         East    Units  Estimated Accuracy
 DN0309;SPC TXNC     - 2,204,100.      762,470.      MT  (+/- 180 meters Scaled)
 DN0309
 DN0309                          SUPERSEDED SURVEY CONTROL
 DN0309
 DN0309  NGVD 29 (??/??/92)  219.308  (m)          719.51   (f) ADJ UNCH    2 0
 DN0309
 DN0309.Superseded values are not recommended for survey control.
 DN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0309.See file dsdata.txt to determine how the superseded data were derived.
 DN0309
 DN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC088084(NAD 83)
 DN0309_MARKER: DB = BENCH MARK DISK
 DN0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0309_STAMPING: Q 902 1945
 DN0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0309+STABILITY: SURFACE MOTION
 DN0309
 DN0309  HISTORY     - Date     Condition        Report By
 DN0309  HISTORY     - 1945     MONUMENTED       CGS
 DN0309  HISTORY     - 1952     GOOD             NGS
 DN0309  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0309
 DN0309                          STATION DESCRIPTION
 DN0309
 DN0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0309'5.6 MI NW FROM GUNTER.
 DN0309'3.7 MILES NORTH ALONG STATE HIGHWAY 289 FROM THE HIGH SCHOOL AT
 DN0309'GUNTER, THENCE 1.9 MILES WEST ALONG A GRADED DIRT ROAD, 20 FEET NORTH
 DN0309'OF THE CENTER LINE OF THE ROAD, AT THE SOUTHWEST CORNER OF A PASTURE,
 DN0309'15 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 3 FEET NORTH
 DN0309'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DN0309'0.6 FOOT ABOVE THE GROUND.
 DN0309
 DN0309                          STATION RECOVERY (1999)
 DN0309
 DN0309'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0048 ***********************************************************************
 CV0048  DESIGNATION -  Q 903
 CV0048  PID         -  CV0048
 CV0048  STATE/COUNTY-  TX/MIDLAND
 CV0048  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0048
 CV0048                         *CURRENT SURVEY CONTROL
 CV0048  ___________________________________________________________________
 CV0048* NAD 83(1986)-  32 02 01.     (N)    102 05 05.     (W)     SCALED    
 CV0048* NAVD 88     -       848.009  (meters)    2782.18   (feet)  ADJUSTED  
 CV0048  ___________________________________________________________________
 CV0048  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CV0048  DYNAMIC HT  -         846.816 (meters)    2778.26  (feet)  COMP
 CV0048  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 CV0048
 CV0048  VERT ORDER  -  FIRST     CLASS II
 CV0048
 CV0048.The horizontal coordinates were scaled from a topographic map and have
 CV0048.an estimated accuracy of +/- 6 seconds.
 CV0048
 CV0048.The orthometric height was determined by differential leveling
 CV0048.and adjusted by the National Geodetic Survey in June 1991..
 CV0048
 CV0048.The geoid height was determined by GEOID03.
 CV0048
 CV0048.The dynamic height is computed by dividing the NAVD 88
 CV0048.geopotential number by the normal gravity value computed on the
 CV0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0048.degrees latitude (g = 980.6199 gals.).
 CV0048
 CV0048.The modeled gravity was interpolated from observed gravity values.
 CV0048
 CV0048;                    North         East    Units  Estimated Accuracy
 CV0048;SPC TX C     - 3,263,710.      534,570.      MT  (+/- 180 meters Scaled)
 CV0048
 CV0048                          SUPERSEDED SURVEY CONTROL
 CV0048
 CV0048  NGVD 29 (??/??/92)  847.636  (m)         2780.95   (f) ADJ UNCH    1 2
 CV0048
 CV0048.Superseded values are not recommended for survey control.
 CV0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0048.See file dsdata.txt to determine how the superseded data were derived.
 CV0048
 CV0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR753478(NAD 83)
 CV0048_MARKER: DB = BENCH MARK DISK
 CV0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0048_SP_SET: CULVERT
 CV0048_STAMPING: Q 903 1945
 CV0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0048
 CV0048  HISTORY     - Date     Condition        Report By
 CV0048  HISTORY     - 1945     MONUMENTED       CGS
 CV0048  HISTORY     - 1956     GOOD             NGS
 CV0048  HISTORY     - 1958     GOOD             NGS
 CV0048  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CV0048
 CV0048                          STATION DESCRIPTION
 CV0048
 CV0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CV0048'2.5 MI N FROM MIDLAND.
 CV0048'1 BLOCK WEST ALONG WEST WALL AVENUE FROM THE COURTHOUSE AT MIDLAND,
 CV0048'THENCE 2.5 MILES NORTH ALONG NORTH BIG SPRING STREET, 56 FEET
 CV0048'NORTHWEST OF A POWER POLE, 21 FEET EAST OF THE CENTER LINE OF NORTH
 CV0048'BIG SPRING STREET, SET IN THE TOP OF THE SOUTH END OF THE EAST
 CV0048'HEADWALL OF A CONCRETE CULVERT.
 CV0048
 CV0048                          STATION RECOVERY (1958)
 CV0048
 CV0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CV0048'RECOVERED IN GOOD CONDITION.
 CV0048
 CV0048                          STATION RECOVERY (2001)
 CV0048
 CV0048'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CV0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0294 ***********************************************************************
 CC0294  DESIGNATION -  Q 904
 CC0294  PID         -  CC0294
 CC0294  STATE/COUNTY-  TX/WINKLER
 CC0294  USGS QUAD   -  WINK NORTH (1970)
 CC0294
 CC0294                         *CURRENT SURVEY CONTROL
 CC0294  ___________________________________________________________________
 CC0294* NAD 83(1986)-  31 46 16.     (N)    103 12 09.     (W)     SCALED    
 CC0294* NAVD 88     -       855.745  (meters)    2807.56   (feet)  ADJUSTED  
 CC0294  ___________________________________________________________________
 CC0294  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CC0294  DYNAMIC HT  -         854.525 (meters)    2803.55  (feet)  COMP
 CC0294  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 CC0294
 CC0294  VERT ORDER  -  SECOND    CLASS 0
 CC0294
 CC0294.The horizontal coordinates were scaled from a topographic map and have
 CC0294.an estimated accuracy of +/- 6 seconds.
 CC0294
 CC0294.The orthometric height was determined by differential leveling
 CC0294.and adjusted by the National Geodetic Survey in June 1991..
 CC0294
 CC0294.The geoid height was determined by GEOID03.
 CC0294
 CC0294.The dynamic height is computed by dividing the NAVD 88
 CC0294.geopotential number by the normal gravity value computed on the
 CC0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0294.degrees latitude (g = 980.6199 gals.).
 CC0294
 CC0294.The modeled gravity was interpolated from observed gravity values.
 CC0294
 CC0294;                    North         East    Units  Estimated Accuracy
 CC0294;SPC TX C     - 3,236,800.      428,250.      MT  (+/- 180 meters Scaled)
 CC0294
 CC0294                          SUPERSEDED SURVEY CONTROL
 CC0294
 CC0294  NGVD 29 (??/??/92)  855.359  (m)         2806.29   (f) ADJ UNCH    2 0
 CC0294
 CC0294.Superseded values are not recommended for survey control.
 CC0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0294.See file dsdata.txt to determine how the superseded data were derived.
 CC0294
 CC0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR702164(NAD 83)
 CC0294_MARKER: DB = BENCH MARK DISK
 CC0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0294_STAMPING: Q 904 1945
 CC0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0294+STABILITY: SURFACE MOTION
 CC0294
 CC0294  HISTORY     - Date     Condition        Report By
 CC0294  HISTORY     - 1945     MONUMENTED       CGS
 CC0294  HISTORY     - 1968     GOOD             NGS
 CC0294
 CC0294                          STATION DESCRIPTION
 CC0294
 CC0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CC0294'4.4 MI NW FROM WINK.
 CC0294'ABOUT 3.2 MILES NORTHWEST ALONG THE AIRPORT ROAD FROM THE JUNCTION OF
 CC0294'FM HIGHWAY 1232 AND STATE HIGHWAY 115 AT WINK TO THE WINK FAA STATION,
 CC0294'THENCE 1.1 MILES SOUTHERLY ALONG THE TAXI WAY AND ACROSS COUNTRY TO
 CC0294'THE ABANDONED AIRPORT BUILDINGS, THENCE 0.2 MILE SOUTH ALONG AN OILED
 CC0294'ROAD TO SITE OF BENCH MARK.  49 FEET EAST OF THE CENTER OF OILED ROAD,
 CC0294'AND 26.5 FEET SOUTH OF AN EAST-WEST FENCE.  A C AND GS BENCH MARK DISK
 CC0294'SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 10 INCHES ABOVE THE
 CC0294'SURFACE OF GROUND.  NOTE-- THE OLD ROUTE FOR REACHING THE BENCH MARK
 CC0294'IS NOW OBSOLETE DUE TO THE LAST MILE ENROUTE HAS BEEN CLOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0695 ***********************************************************************
 DP0695  DESIGNATION -  Q 905 RESET
 DP0695  PID         -  DP0695
 DP0695  STATE/COUNTY-  TX/LUBBOCK
 DP0695  USGS QUAD   -  NEW DEAL (1975)
 DP0695
 DP0695                         *CURRENT SURVEY CONTROL
 DP0695  ___________________________________________________________________
 DP0695* NAD 83(1986)-  33 38 40.     (N)    101 50 09.     (W)     SCALED    
 DP0695* NAVD 88     -       983.27   (meters)    3225.9    (feet)  RESET     
 DP0695  ___________________________________________________________________
 DP0695  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 DP0695
 DP0695  VERT ORDER  -  THIRD
 DP0695
 DP0695.The horizontal coordinates were scaled from a topographic map and have
 DP0695.an estimated accuracy of +/- 6 seconds.
 DP0695
 DP0695.The orthometric height was computed from unverified reset data.
 DP0695
 DP0695.The geoid height was determined by GEOID03.
 DP0695
 DP0695;                    North         East    Units  Estimated Accuracy
 DP0695;SPC TXNC     - 2,224,230.      290,620.      MT  (+/- 180 meters Scaled)
 DP0695
 DP0695                          SUPERSEDED SURVEY CONTROL
 DP0695
 DP0695  NGVD 29 (01/29/03)  982.90   (m)         3224.7    (f) RESET       3  
 DP0695
 DP0695.Superseded values are not recommended for survey control.
 DP0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0695.See file dsdata.txt to determine how the superseded data were derived.
 DP0695
 DP0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC369263(NAD 83)
 DP0695_MARKER: DV = VERTICAL CONTROL DISK
 DP0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0695_SP_SET: CONCRETE POST
 DP0695_STAMPING: Q 905 RESET 1975
 DP0695_MARK LOGO: NGS   
 DP0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0695+STABILITY: SURFACE MOTION
 DP0695
 DP0695  HISTORY     - Date     Condition        Report By
 DP0695  HISTORY     - 1975     MONUMENTED       TXHD
 DP0695
 DP0695                          STATION DESCRIPTION
 DP0695
 DP0695'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1975
 DP0695'4.3 MILES (6.9 KM) NORTH ALONG US 87 (IH 27), FROM THE COURTHOUSE IN
 DP0695'LUBBOCK, IN FRONT OF RESIDENCE ON WEST SIDE OF HIGHWAY AT STATION
 DP0695'190+22.0, 13.35 FEET (4.07 M) FROM THE BACK OF THE WEST CURB AND
 DP0695'GUTTER LINE ON THE SOUTH BOUND FRONTAGE ROAD, 16.1 FEET (4.9 M) SOUTH
 DP0695'AND PARALLEL TO THE FRONTAGE ROAD FROM A POWER POLE, 106 FEET
 DP0695'(32.3 M) SOUTH OF THE CENTERLINE OF A DRIVE, 33 FEET (10.1 M) NORTH
 DP0695'OF THE CENTERLINE OF A DRIVE, 450 FEET (137.2 M) NORTH OF CENTERLINE
 DP0695'OF FM 2641, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0990 ***********************************************************************
 CS0990  DESIGNATION -  Q 906
 CS0990  PID         -  CS0990
 CS0990  STATE/COUNTY-  TX/ELLIS
 CS0990  USGS QUAD   -  BOZ (1978)
 CS0990
 CS0990                         *CURRENT SURVEY CONTROL
 CS0990  ___________________________________________________________________
 CS0990* NAD 83(1986)-  32 20 09.     (N)    096 59 52.     (W)     SCALED    
 CS0990* NAVD 88     -       173.434  (meters)     569.01   (feet)  ADJUSTED  
 CS0990  ___________________________________________________________________
 CS0990  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CS0990  DYNAMIC HT  -         173.226 (meters)     568.33  (feet)  COMP
 CS0990  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 CS0990
 CS0990  VERT ORDER  -  SECOND    CLASS 0
 CS0990
 CS0990.The horizontal coordinates were scaled from a topographic map and have
 CS0990.an estimated accuracy of +/- 6 seconds.
 CS0990
 CS0990.The orthometric height was determined by differential leveling
 CS0990.and adjusted by the National Geodetic Survey in June 1991..
 CS0990
 CS0990.The geoid height was determined by GEOID03.
 CS0990
 CS0990.The dynamic height is computed by dividing the NAVD 88
 CS0990.geopotential number by the normal gravity value computed on the
 CS0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0990.degrees latitude (g = 980.6199 gals.).
 CS0990
 CS0990.The modeled gravity was interpolated from observed gravity values.
 CS0990
 CS0990;                    North         East    Units  Estimated Accuracy
 CS0990;SPC TXNC     - 2,075,220.      741,420.      MT  (+/- 180 meters Scaled)
 CS0990
 CS0990                          SUPERSEDED SURVEY CONTROL
 CS0990
 CS0990  NGVD 29 (??/??/92)  173.411  (m)          568.93   (f) ADJ UNCH    2 0
 CS0990
 CS0990.Superseded values are not recommended for survey control.
 CS0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0990.See file dsdata.txt to determine how the superseded data were derived.
 CS0990
 CS0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA884794(NAD 83)
 CS0990_MARKER: DB = BENCH MARK DISK
 CS0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0990_STAMPING: Q 906 1946
 CS0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0990+STABILITY: SURFACE MOTION
 CS0990
 CS0990  HISTORY     - Date     Condition        Report By
 CS0990  HISTORY     - 1946     MONUMENTED       CGS
 CS0990  HISTORY     - 1958     GOOD             USGS
 CS0990
 CS0990                          STATION DESCRIPTION
 CS0990
 CS0990'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0990'2.8 MI NE FROM MAY PEARL.
 CS0990'2.8 MILES NORTHEAST ALONG FARM ROAD 1446 FROM THE MISSOURI PACIFIC
 CS0990'RAILROAD STATION AT MAY PEARL, ELLIS COUNTY, 245 FEET NORTHEAST OF A
 CS0990'FENCE CORNER.  120 FEET EAST OF A WINDMILL, 75 FEET NORTHWEST OF THE
 CS0990'NORTHWEST CORNER OF THE PORCH ON AN ABANDONED HOUSE, 23 FEET NORTHEAST
 CS0990'OF A 18 INCH MESQUITE TREE, 20 FEET NORTHWEST OF THE ROAD, 2 FEET
 CS0990'NORTH OF A TELEPHONE POLE AND 1 FOOT SOUTHEAST OF A FENCE.  A STANDARD
 CS0990'DISK, STAMPED Q 906 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS0990'PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2099 ***********************************************************************
 CS2099  DESIGNATION -  Q 907
 CS2099  PID         -  CS2099
 CS2099  STATE/COUNTY-  TX/ELLIS
 CS2099  USGS QUAD   -  MAYPEARL (1978)
 CS2099
 CS2099                         *CURRENT SURVEY CONTROL
 CS2099  ___________________________________________________________________
 CS2099* NAD 83(1986)-  32 20 43.     (N)    097 02 08.     (W)     SCALED    
 CS2099* NAVD 88     -       183.778  (meters)     602.95   (feet)  ADJUSTED  
 CS2099  ___________________________________________________________________
 CS2099  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CS2099  DYNAMIC HT  -         183.559 (meters)     602.23  (feet)  COMP
 CS2099  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 CS2099
 CS2099  VERT ORDER  -  SECOND    CLASS 0
 CS2099
 CS2099.The horizontal coordinates were scaled from a topographic map and have
 CS2099.an estimated accuracy of +/- 6 seconds.
 CS2099
 CS2099.The orthometric height was determined by differential leveling
 CS2099.and adjusted by the National Geodetic Survey in June 1991..
 CS2099
 CS2099.The geoid height was determined by GEOID03.
 CS2099
 CS2099.The dynamic height is computed by dividing the NAVD 88
 CS2099.geopotential number by the normal gravity value computed on the
 CS2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2099.degrees latitude (g = 980.6199 gals.).
 CS2099
 CS2099.The modeled gravity was interpolated from observed gravity values.
 CS2099
 CS2099;                    North         East    Units  Estimated Accuracy
 CS2099;SPC TXNC     - 2,076,210.      737,850.      MT  (+/- 180 meters Scaled)
 CS2099
 CS2099                          SUPERSEDED SURVEY CONTROL
 CS2099
 CS2099  NGVD 29 (??/??/92)  183.757  (m)          602.88   (f) ADJ UNCH    2 0
 CS2099
 CS2099.Superseded values are not recommended for survey control.
 CS2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2099.See file dsdata.txt to determine how the superseded data were derived.
 CS2099
 CS2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA848804(NAD 83)
 CS2099_MARKER: DB = BENCH MARK DISK
 CS2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2099_STAMPING: Q 907 1946
 CS2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2099+STABILITY: SURFACE MOTION
 CS2099
 CS2099  HISTORY     - Date     Condition        Report By
 CS2099  HISTORY     - 1946     MONUMENTED       CGS
 CS2099  HISTORY     - 1956     MARK NOT FOUND   NGS
 CS2099
 CS2099                          STATION DESCRIPTION
 CS2099
 CS2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2099'3.2 MI NW FROM MAY PEARL.
 CS2099'BENCH MARK IS LOCATED 3.2 MILES NORTHWEST OF MAY PEARL ALONG THE MAIN
 CS2099'TRAVELED ROAD BETWEEN MAY PEARL AND VENUS, 15 FEET SOUTH OF THE CENTER
 CS2099'OF THE ROAD, 1 FOOT NORTH OF A FENCE, 400 FEET EAST OF A WOODEN
 CS2099'BRIDGE.  MARK IS A DISK IN TOP OF CONCRETE POST WHICH PROJECTS ABOUT 4
 CS2099'INCHES.  A 4X4 INCH WHITE WITNESS POST WAS SET NEAR THE MARK.
 CS2099
 CS2099                          STATION RECOVERY (1956)
 CS2099
 CS2099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS2099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0577 ***********************************************************************
 BM0577  DESIGNATION -  Q 908
 BM0577  PID         -  BM0577
 BM0577  STATE/COUNTY-  TX/TRAVIS
 BM0577  USGS QUAD   -  MONTOPOLIS (1988)
 BM0577
 BM0577                         *CURRENT SURVEY CONTROL
 BM0577  ___________________________________________________________________
 BM0577* NAD 83(1993)-  30 11 38.91990(N)    097 39 18.65856(W)     ADJUSTED  
 BM0577* NAVD 88     -       144.29   (+/-2cm)     473.4    (feet)  VERTCON   
 BM0577  ___________________________________________________________________
 BM0577  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BM0577  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BM0577
 BM0577  HORZ ORDER  -  THIRD
 BM0577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0577
 BM0577.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 BM0577
 BM0577.The horizontal coordinates were established by classical geodetic methods
 BM0577.and adjusted by the National Geodetic Survey in February 1996..
 BM0577
 BM0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0577.The vertical order pertains to the NGVD 29 superseded value.
 BM0577
 BM0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0577
 BM0577.The geoid height was determined by GEOID03.
 BM0577
 BM0577;                    North         East     Units Scale Factor Converg.
 BM0577;SPC TX C     - 3,061,579.280   957,870.292   MT  0.99998022   +1 22 45.9
 BM0577;SPC TX C     -10,044,531.35  3,142,612.78   sFT  0.99998022   +1 22 45.9
 BM0577;SPC TXSC     - 4,262,394.242   729,497.050   MT  0.99997545   +0 39 31.8
 BM0577;SPC TXSC     -13,984,205.11  2,393,358.24   sFT  0.99997545   +0 39 31.8
 BM0577;UTM  14      - 3,341,062.625   629,457.199   MT  0.99980676   +0 40 35.2
 BM0577
 BM0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0577!SPC TX C     -   0.99998142  x   0.99998022  =   0.99996164
 BM0577!SPC TXSC     -   0.99998142  x   0.99997545  =   0.99995687
 BM0577!UTM  14      -   0.99998142  x   0.99980676  =   0.99978819
 BM0577
 BM0577                          SUPERSEDED SURVEY CONTROL
 BM0577
 BM0577  NAD 83(1986)-  30 11 38.93877(N)    097 39 18.64010(W) AD(       ) 3
 BM0577  NAD 27      -  30 11 38.17600(N)    097 39 17.63400(W) AD(       ) 3
 BM0577  NGVD 29 (??/??/92)  144.212  (m)          473.14   (f) ADJ UNCH    2 0
 BM0577
 BM0577.Superseded values are not recommended for survey control.
 BM0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0577.See file dsdata.txt to determine how the superseded data were derived.
 BM0577
 BM0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2945741063(NAD 83)
 BM0577_MARKER: DB = BENCH MARK DISK
 BM0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0577_SP_SET: SLAB
 BM0577_STAMPING: Q 908 1944
 BM0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0577
 BM0577  HISTORY     - Date     Condition        Report By
 BM0577  HISTORY     - 1944     MONUMENTED       CGS
 BM0577  HISTORY     - 1961     GOOD             CGS
 BM0577  HISTORY     - 1965     GOOD             CGS
 BM0577  HISTORY     - 1965     GOOD             NGS
 BM0577
 BM0577                          STATION DESCRIPTION
 BM0577
 BM0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JCS)
 BM0577'STATION IS AT BERGSTROM AIR FORCE BASE, AT THE EAST END
 BM0577'OF RUNWAY 26, 2 FEET SOUTH OF THE SOUTH EDGE OF RUNWAY, AND
 BM0577'IN THE CONCRETE BASE OF A RUNWAY LIGHT.  THE MARK IS A STANDARD
 BM0577'USC AND GS BENCH MARK DISK STAMPED Q 908 1944.
 BM0577
 BM0577                          STATION RECOVERY (1961)
 BM0577
 BM0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 BM0577'STATION IS 73 FEET NORTH OF THE SOUTH EDGE OF AN EAST-WEST
 BM0577'RUNWAY, 2.7 FEET SOUTHEAST OF A CONCRETE STRIP OF RUNWAY
 BM0577'AND SET IN A 2X2-FOOT CONCRETE SLAB 0.8 FOOT SOUTHWEST OF
 BM0577'A RUNWAY LIGHT.  THE MARK IS A USC AND GS BENCH MARK STAMPED
 BM0577'Q 908 1944.
 BM0577
 BM0577                          STATION RECOVERY (1965)
 BM0577
 BM0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 BM0577'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 BM0577'GOOD CONDITION.
 BM0577
 BM0577                          STATION RECOVERY (1965)
 BM0577
 BM0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BM0577'IN AUSTIN.
 BM0577'THE MARK IS 73 FEET NORTH OF THE SOUTH EDGE OF AN EAST-WEST RUNWAY,
 BM0577'2.7 FEET SOUTHEAST OF A CONCRETE STRIP OF RUNWAY AND SET IN A 2X2 FOOT
 BM0577'CONCRETE SLAB 0.8 FOOT SOUTHWEST OF A RUNWAY LIGHT.  THE MARK IS A USC
 BM0577'AND GS BENCH MARK STAMPED Q908 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0010 ***********************************************************************
 AJ0010  DESIGNATION -  Q 909
 AJ0010  PID         -  AJ0010
 AJ0010  STATE/COUNTY-  TX/JIM WELLS
 AJ0010  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0010
 AJ0010                         *CURRENT SURVEY CONTROL
 AJ0010  ___________________________________________________________________
 AJ0010* NAD 83(1986)-  27 45 00.     (N)    098 04 09.     (W)     SCALED    
 AJ0010* NAVD 88     -        61.450  (meters)     201.61   (feet)  ADJUSTED  
 AJ0010  ___________________________________________________________________
 AJ0010  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ0010  DYNAMIC HT  -          61.355 (meters)     201.30  (feet)  COMP
 AJ0010  MODELED GRAV-     979,097.5   (mgal)                       NAVD 88
 AJ0010
 AJ0010  VERT ORDER  -  FIRST     CLASS II
 AJ0010
 AJ0010.The horizontal coordinates were scaled from a topographic map and have
 AJ0010.an estimated accuracy of +/- 6 seconds.
 AJ0010
 AJ0010.The orthometric height was determined by differential leveling
 AJ0010.and adjusted by the National Geodetic Survey in June 1991..
 AJ0010
 AJ0010.The geoid height was determined by GEOID03.
 AJ0010
 AJ0010.The dynamic height is computed by dividing the NAVD 88
 AJ0010.geopotential number by the normal gravity value computed on the
 AJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0010.degrees latitude (g = 980.6199 gals.).
 AJ0010
 AJ0010.The modeled gravity was interpolated from observed gravity values.
 AJ0010
 AJ0010;                    North         East    Units  Estimated Accuracy
 AJ0010;SPC TX S     - 5,230,900.      342,470.      MT  (+/- 180 meters Scaled)
 AJ0010
 AJ0010                          SUPERSEDED SURVEY CONTROL
 AJ0010
 AJ0010  NGVD 29 (??/??/92)   61.539  (m)          201.90   (f) ADJ UNCH    1 2
 AJ0010
 AJ0010.Superseded values are not recommended for survey control.
 AJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0010.See file dsdata.txt to determine how the superseded data were derived.
 AJ0010
 AJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR917698(NAD 83)
 AJ0010_MARKER: DB = BENCH MARK DISK
 AJ0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0010_SP_SET: CULVERT
 AJ0010_STAMPING: Q 909 1944
 AJ0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0010
 AJ0010  HISTORY     - Date     Condition        Report By
 AJ0010  HISTORY     - 1944     MONUMENTED       CGS
 AJ0010  HISTORY     - 1950     GOOD             NGS
 AJ0010  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ0010
 AJ0010                          STATION DESCRIPTION
 AJ0010
 AJ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AJ0010'0.1 MI E FROM ALICE.
 AJ0010'0.4 MILE EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0010'ALICE, 141 FEET SOUTH OF THE CENTER LINE OF MAIN STREET, 14 FEET WEST
 AJ0010'OF THE CENTER LINE OF CAMERON STREET AND FARM ROAD 763, 43 FEET NORTH
 AJ0010'OF THE NORTH RAIL, 200 FEET EAST OF A CONCRETE WATER TANK, SET IN THE
 AJ0010'TOP OF THE SOUTH END OF THE WEST HEADWALL OF AN 18 INCH PIPE CULVERT
 AJ0010'UNDER CAMERON STREET.
 AJ0010
 AJ0010                          STATION RECOVERY (1990)
 AJ0010
 AJ0010'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2144 ***********************************************************************
 BX2144  DESIGNATION -  Q 91
 BX2144  PID         -  BX2144
 BX2144  STATE/COUNTY-  TX/SABINE
 BX2144  USGS QUAD   -  PINELAND NORTH (1984)
 BX2144
 BX2144                         *CURRENT SURVEY CONTROL
 BX2144  ___________________________________________________________________
 BX2144* NAD 83(1986)-  31 16 13.     (N)    093 58 26.     (W)     SCALED    
 BX2144* NAVD 88     -        89.871  (meters)     294.85   (feet)  ADJUSTED  
 BX2144  ___________________________________________________________________
 BX2144  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BX2144  DYNAMIC HT  -          89.757 (meters)     294.48  (feet)  COMP
 BX2144  MODELED GRAV-     979,373.0   (mgal)                       NAVD 88
 BX2144
 BX2144  VERT ORDER  -  FIRST     CLASS II
 BX2144
 BX2144.The horizontal coordinates were scaled from a topographic map and have
 BX2144.an estimated accuracy of +/- 6 seconds.
 BX2144
 BX2144.The orthometric height was determined by differential leveling
 BX2144.and adjusted by the National Geodetic Survey in June 1991..
 BX2144
 BX2144.The geoid height was determined by GEOID03.
 BX2144
 BX2144.The dynamic height is computed by dividing the NAVD 88
 BX2144.geopotential number by the normal gravity value computed on the
 BX2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2144.degrees latitude (g = 980.6199 gals.).
 BX2144
 BX2144.The modeled gravity was interpolated from observed gravity values.
 BX2144
 BX2144;                    North         East    Units  Estimated Accuracy
 BX2144;SPC TX C     - 3,195,070.    1,305,240.      MT  (+/- 180 meters Scaled)
 BX2144
 BX2144                          SUPERSEDED SURVEY CONTROL
 BX2144
 BX2144  NGVD 29 (??/??/??)   89.885  (m)          294.90   (f) ADJUSTED    1 2
 BX2144
 BX2144.Superseded values are not recommended for survey control.
 BX2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2144.See file dsdata.txt to determine how the superseded data were derived.
 BX2144
 BX2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ072599(NAD 83)
 BX2144_MARKER: DB = BENCH MARK DISK
 BX2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2144_STAMPING: Q 91 1932 295.003
 BX2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2144+STABILITY: SURFACE MOTION
 BX2144
 BX2144  HISTORY     - Date     Condition        Report By
 BX2144  HISTORY     - 1932     MONUMENTED       CGS
 BX2144  HISTORY     - 1952     SEE DESCRIPTION  CGS
 BX2144  HISTORY     - 1979     GOOD             NGS
 BX2144  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 BX2144
 BX2144                          STATION DESCRIPTION
 BX2144
 BX2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2144'1.35 MI N FROM PINELAND.
 BX2144'1.35 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BX2144'THE STATION AT PINELAND, 3 POLES SOUTH OF MILEPOST 99, 3 POLES NORTH
 BX2144'OF A ROAD CROSSING, 218 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BX2144'HOUSE, 46.3 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 54 FEET WEST
 BX2144'OF A FENCE, 21.6 FEET NORTH OF A TELEPHONE POLES, 1 FOOT EAST OF A
 BX2144'WITNESS POST, 24.4 FEET SOUTHEAST OF A DERAIL SIGN, SET IN THE TOP OF
 BX2144'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BX2144
 BX2144                          STATION RECOVERY (1979)
 BX2144
 BX2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2144'OMIT-1.0 FT. EAST OF A WHITE WOODEN WITNESS POST.
 BX2144'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BX2144
 BX2144                          STATION RECOVERY (2001)
 BX2144
 BX2144'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1848 ***********************************************************************
 CS1848  DESIGNATION -  Q 910
 CS1848  PID         -  CS1848
 CS1848  STATE/COUNTY-  TX/TARRANT
 CS1848  USGS QUAD   -  AVONDALE (1982)
 CS1848
 CS1848                         *CURRENT SURVEY CONTROL
 CS1848  ___________________________________________________________________
 CS1848* NAD 83(1986)-  32 58 38.     (N)    097 25 54.     (W)     SCALED    
 CS1848* NAVD 88     -       229.086  (meters)     751.59   (feet)  ADJUSTED  
 CS1848  ___________________________________________________________________
 CS1848  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CS1848  DYNAMIC HT  -         228.815 (meters)     750.70  (feet)  COMP
 CS1848  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 CS1848
 CS1848  VERT ORDER  -  SECOND    CLASS 0
 CS1848
 CS1848.The horizontal coordinates were scaled from a topographic map and have
 CS1848.an estimated accuracy of +/- 6 seconds.
 CS1848
 CS1848.The orthometric height was determined by differential leveling
 CS1848.and adjusted by the National Geodetic Survey in June 1991..
 CS1848
 CS1848.The geoid height was determined by GEOID03.
 CS1848
 CS1848.The dynamic height is computed by dividing the NAVD 88
 CS1848.geopotential number by the normal gravity value computed on the
 CS1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1848.degrees latitude (g = 980.6199 gals.).
 CS1848
 CS1848.The modeled gravity was interpolated from observed gravity values.
 CS1848
 CS1848;                    North         East    Units  Estimated Accuracy
 CS1848;SPC TXNC     - 2,145,840.      699,850.      MT  (+/- 180 meters Scaled)
 CS1848
 CS1848                          SUPERSEDED SURVEY CONTROL
 CS1848
 CS1848  NGVD 29 (??/??/92)  229.043  (m)          751.45   (f) ADJ UNCH    2 0
 CS1848
 CS1848.Superseded values are not recommended for survey control.
 CS1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1848.See file dsdata.txt to determine how the superseded data were derived.
 CS1848
 CS1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB465498(NAD 83)
 CS1848_MARKER: DB = BENCH MARK DISK
 CS1848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1848_SP_SET: CULVERT
 CS1848_STAMPING: Q 910 1945
 CS1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1848
 CS1848  HISTORY     - Date     Condition        Report By
 CS1848  HISTORY     - 1945     MONUMENTED       CGS
 CS1848  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1848  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1848
 CS1848                          STATION DESCRIPTION
 CS1848
 CS1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CS1848'3.5 MI SE FROM NEWARK.
 CS1848'IN TARRANT COUNTY, 3.5 MILES SOUTHEAST ALONG A BLACK-TOP ROAD FROM
 CS1848'NEWARK, WISE COUNTY, 75 FEET NORTHEAST OF A CONCRETE BRIDGE ON THE
 CS1848'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, AT A CONCRETE CULVERT UNDER
 CS1848'THE HIGHWAY, IN THE TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE
 CS1848'CENTERLINE OF THE ROAD, AND ABOUT 6 INCHES HIGHER THAN THE ROAD. A
 CS1848'STANDARD DISK, STAMPED Q 910 1945.
 CS1848
 CS1848                          STATION RECOVERY (1984)
 CS1848
 CS1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1848'MARK NOT FOUND.
 CS1848
 CS1848                          STATION RECOVERY (1997)
 CS1848
 CS1848'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0847 ***********************************************************************
 AH0847  DESIGNATION -  Q 911
 AH0847  PID         -  AH0847
 AH0847  STATE/COUNTY-  TX/NUECES
 AH0847  USGS QUAD   -  PETRONILA NE (1975)
 AH0847
 AH0847                         *CURRENT SURVEY CONTROL
 AH0847  ___________________________________________________________________
 AH0847* NAD 83(1986)-  27 39 15.     (N)    097 32 09.     (W)     SCALED    
 AH0847* NAVD 88     -        14.959  (meters)      49.08   (feet)  ADJUSTED  
 AH0847  ___________________________________________________________________
 AH0847  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH0847  DYNAMIC HT  -          14.936 (meters)      49.00  (feet)  COMP
 AH0847  MODELED GRAV-     979,118.0   (mgal)                       NAVD 88
 AH0847
 AH0847  VERT ORDER  -  SECOND    CLASS 0
 AH0847
 AH0847.The horizontal coordinates were scaled from a topographic map and have
 AH0847.an estimated accuracy of +/- 6 seconds.
 AH0847
 AH0847.The orthometric height was determined by differential leveling
 AH0847.and adjusted by the National Geodetic Survey in June 1991..
 AH0847
 AH0847.The geoid height was determined by GEOID03.
 AH0847
 AH0847.The dynamic height is computed by dividing the NAVD 88
 AH0847.geopotential number by the normal gravity value computed on the
 AH0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0847.degrees latitude (g = 980.6199 gals.).
 AH0847
 AH0847.The modeled gravity was interpolated from observed gravity values.
 AH0847
 AH0847;                    North         East    Units  Estimated Accuracy
 AH0847;SPC TX S     - 5,220,570.      395,130.      MT  (+/- 180 meters Scaled)
 AH0847
 AH0847                          SUPERSEDED SURVEY CONTROL
 AH0847
 AH0847  NGVD 29 (??/??/92)   15.115  (m)           49.59   (f) ADJ UNCH    2 0
 AH0847
 AH0847.Superseded values are not recommended for survey control.
 AH0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0847.See file dsdata.txt to determine how the superseded data were derived.
 AH0847
 AH0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR444597(NAD 83)
 AH0847_MARKER: DB = BENCH MARK DISK
 AH0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0847_STAMPING: Q 911 1945
 AH0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0847+STABILITY: SURFACE MOTION
 AH0847
 AH0847  HISTORY     - Date     Condition        Report By
 AH0847  HISTORY     - 1945     MONUMENTED       CGS
 AH0847  HISTORY     - 1966     MARK NOT FOUND   NGS
 AH0847  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0847  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0847  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0847
 AH0847                          STATION DESCRIPTION
 AH0847
 AH0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AH0847'9.3 MI NE FROM PETRONILLA.
 AH0847'1.0 MILE NORTH ALONG A PAVED ROAD FROM PETRONILLA SCHOOL AT
 AH0847'PETRONILLA, NUECES COUNTY, 6.0 MILES EAST ALONG A PAVED ROAD, AND 2.3
 AH0847'MILES SOUTH ALONG A PAVED ROAD.   AT THE ENTRANCE TO OUTLYING FIELD
 AH0847'21, 40 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 18 FEET SOUTH OF
 AH0847'THE CENTERLINE OF THE ACCESS ROAD, 4 FEET SOUTH OF THE GATE, AND 2
 AH0847'FEET NORTH OF A WHITE WOODEN WITNESS POST.  AN IRON DISK, STAMPED Q
 AH0847'911 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 AH0847'ABOVE GROUND.  NOTE-- OUTLYING FIELD 21 NO LONGER EXISTS - NOW UNDER
 AH0847'CULTIVATION.
 AH0847
 AH0847                          STATION RECOVERY (1969)
 AH0847
 AH0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0847'MARK NOT FOUND.
 AH0847
 AH0847                          STATION RECOVERY (2001)
 AH0847
 AH0847'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0847'MARK NOT FOUND.
 AH0847
 AH0847                          STATION RECOVERY (2002)
 AH0847
 AH0847'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0132 ***********************************************************************
 CE0132  DESIGNATION -  Q 912
 CE0132  PID         -  CE0132
 CE0132  STATE/COUNTY-  TX/EL PASO
 CE0132  USGS QUAD   -  EL PASO (1997)
 CE0132
 CE0132                         *CURRENT SURVEY CONTROL
 CE0132  ___________________________________________________________________
 CE0132* NAD 83(1986)-  31 47 54.     (N)    106 23 32.     (W)     SCALED    
 CE0132* NAVD 88     -      1195.174  (meters)    3921.17   (feet)  POSTED    
 CE0132  ___________________________________________________________________
 CE0132  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0132  DYNAMIC HT  -        1193.340 (meters)    3915.15  (feet)  COMP
 CE0132  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 CE0132
 CE0132  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CE0132
 CE0132.This mark is at El Paso Intl (ELP) Airport (ELP)
 CE0132
 CE0132.The horizontal coordinates were scaled from a topographic map and have
 CE0132.an estimated accuracy of +/- 6 seconds.
 CE0132
 CE0132.The orthometric height was determined by differential leveling
 CE0132.and adjusted by the National Geodetic Survey in 1992..
 CE0132.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CE0132.rate of 4.1 thru 8.0 mm/km.
 CE0132
 CE0132.The geoid height was determined by GEOID03.
 CE0132
 CE0132.The dynamic height is computed by dividing the NAVD 88
 CE0132.geopotential number by the normal gravity value computed on the
 CE0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0132.degrees latitude (g = 980.6199 gals.).
 CE0132
 CE0132.The modeled gravity was interpolated from observed gravity values.
 CE0132
 CE0132;                    North         East    Units  Estimated Accuracy
 CE0132;SPC TX C     - 3,251,940.      126,520.      MT  (+/- 180 meters Scaled)
 CE0132
 CE0132                          SUPERSEDED SURVEY CONTROL
 CE0132
 CE0132  NGVD 29 (??/??/92) 1194.618  (m)         3919.34   (f) ADJ UNCH    1 2
 CE0132
 CE0132.Superseded values are not recommended for survey control.
 CE0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0132.See file dsdata.txt to determine how the superseded data were derived.
 CE0132
 CE0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR682189(NAD 83)
 CE0132_MARKER: DB = BENCH MARK DISK
 CE0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0132_SP_SET: APRON
 CE0132_STAMPING: Q 912 1945
 CE0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0132
 CE0132  HISTORY     - Date     Condition        Report By
 CE0132  HISTORY     - 1945     MONUMENTED       CGS
 CE0132  HISTORY     - 1958     GOOD             NGS
 CE0132  HISTORY     - 1962     MARK NOT FOUND   NGS
 CE0132  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0132
 CE0132                          STATION DESCRIPTION
 CE0132
 CE0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0132'2.25 MI NE FROM EL PASO.
 CE0132'ABOUT 1.1 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0132'OF LOOP 16 AT EL PASO, THENCE 0.7 MILE NORTHEAST ALONG AIRPORT ROAD,
 CE0132'THENCE 0.45 MILE EAST ALONG AN ASPHALT ROAD TO THE STONE HANGAR OF THE
 CE0132'EL PASO INTERNATIONAL AIRPORT.  IN THE TOP OF THE CONCRETE APRON IN
 CE0132'FRONT OF THE HANGAR, 3 FEET EAST OF THE DOOR, AND 6 INCHES NORTH OF
 CE0132'THE NORTH WALL.
 CE0132
 CE0132                          STATION RECOVERY (1962)
 CE0132
 CE0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CE0132'MARK NOT FOUND.
 CE0132
 CE0132                          STATION RECOVERY (1981)
 CE0132
 CE0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0561 ***********************************************************************
 CU0561  DESIGNATION -  Q 913
 CU0561  PID         -  CU0561
 CU0561  STATE/COUNTY-  TX/HOWARD
 CU0561  USGS QUAD   -  COAHOMA (1971)
 CU0561
 CU0561                         *CURRENT SURVEY CONTROL
 CU0561  ___________________________________________________________________
 CU0561* NAD 83(1986)-  32 18 09.     (N)    101 16 13.     (W)     SCALED    
 CU0561* NAVD 88     -       721.514  (meters)    2367.17   (feet)  ADJUSTED  
 CU0561  ___________________________________________________________________
 CU0561  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CU0561  DYNAMIC HT  -         720.538 (meters)    2363.97  (feet)  COMP
 CU0561  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 CU0561
 CU0561  VERT ORDER  -  FIRST     CLASS II
 CU0561
 CU0561.The horizontal coordinates were scaled from a topographic map and have
 CU0561.an estimated accuracy of +/- 6 seconds.
 CU0561
 CU0561.The orthometric height was determined by differential leveling
 CU0561.and adjusted by the National Geodetic Survey in June 1991..
 CU0561.WARNING-Repeat measurements at this control monument indicate possible
 CU0561.vertical movement.
 CU0561
 CU0561.The geoid height was determined by GEOID03.
 CU0561
 CU0561.The dynamic height is computed by dividing the NAVD 88
 CU0561.geopotential number by the normal gravity value computed on the
 CU0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0561.degrees latitude (g = 980.6199 gals.).
 CU0561
 CU0561.The modeled gravity was interpolated from observed gravity values.
 CU0561
 CU0561;                    North         East    Units  Estimated Accuracy
 CU0561;SPC TXNC     - 2,073,950.      339,130.      MT  (+/- 180 meters Scaled)
 CU0561
 CU0561                          SUPERSEDED SURVEY CONTROL
 CU0561
 CU0561  NGVD 29 (??/??/92)  721.261  (m)         2366.34   (f) ADJ UNCH    1 2
 CU0561
 CU0561.Superseded values are not recommended for survey control.
 CU0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0561.See file dsdata.txt to determine how the superseded data were derived.
 CU0561
 CU0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA862762(NAD 83)
 CU0561_MARKER: DB = BENCH MARK DISK
 CU0561_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0561_SP_SET: 15 FT
 CU0561_STAMPING: Q 913 1956
 CU0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0561
 CU0561  HISTORY     - Date     Condition        Report By
 CU0561  HISTORY     - 1956     MONUMENTED       CGS
 CU0561  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0561
 CU0561                          STATION DESCRIPTION
 CU0561
 CU0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0561'2.15 MI NE FROM COAHOMA.
 CU0561'2.15 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0561'STATION AT COAHOMA, 129 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 CU0561'ROAD, AT A PRIVATE ROAD CROSSING, 30.8 FEET NORTHWEST OF THE NORTHWEST
 CU0561'RAIL, 22 FEET SOUTHWEST OF A TELEPHONE POLE, 104 FEET NORTHEAST OF THE
 CU0561'7TH POLE NORTHEAST OF MILEPOST 501, IN LINE WITH A ROW OF TELEPHONE
 CU0561'POLES, IN LINE WITH A FENCE LEADING NORTH, 16 FEET SOUTHEAST OF A
 CU0561'FENCE, 1.7 FEET SOUTHWEST OF A WITNESS POST, 89.5 FEET NORTHEAST OF
 CU0561'BENCH MARK R 913, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL
 CU0561'ROD WHICH IS DRIVEN 15 FEET IN THE GROUND, INCASED IN A 4 INCH TILE
 CU0561'PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CU0561
 CU0561                          STATION RECOVERY (1982)
 CU0561
 CU0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1292 ***********************************************************************
 CS1292  DESIGNATION -  Q 914 RESET 1957
 CS1292  PID         -  CS1292
 CS1292  STATE/COUNTY-  TX/DALLAS
 CS1292  USGS QUAD   -  IRVING (1981)
 CS1292
 CS1292                         *CURRENT SURVEY CONTROL
 CS1292  ___________________________________________________________________
 CS1292* NAD 83(1986)-  32 52 09.     (N)    096 54 45.     (W)     SCALED    
 CS1292* NAVD 88     -       130.44   (+/-2cm)     428.0    (feet)  VERTCON   
 CS1292  ___________________________________________________________________
 CS1292  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CS1292
 CS1292  VERT ORDER  -  THIRD (See Below)
 CS1292
 CS1292.The horizontal coordinates were scaled from a topographic map and have
 CS1292.an estimated accuracy of +/- 6 seconds.
 CS1292
 CS1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1292.The vertical order pertains to the NGVD 29 superseded value.
 CS1292
 CS1292.The geoid height was determined by GEOID03.
 CS1292
 CS1292;                    North         East    Units  Estimated Accuracy
 CS1292;SPC TXNC     - 2,134,470.      748,550.      MT  (+/- 180 meters Scaled)
 CS1292
 CS1292                          SUPERSEDED SURVEY CONTROL
 CS1292
 CS1292  NGVD 29 (01/29/03)  130.45   (m)          428.0    (f) RESET       3  
 CS1292
 CS1292.Superseded values are not recommended for survey control.
 CS1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1292.See file dsdata.txt to determine how the superseded data were derived.
 CS1292
 CS1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB953387(NAD 83)
 CS1292_MARKER: DB = BENCH MARK DISK
 CS1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1292_STAMPING: Q 914 RESET 1957
 CS1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1292+STABILITY: SURFACE MOTION
 CS1292
 CS1292  HISTORY     - Date     Condition        Report By
 CS1292  HISTORY     - 1957     MONUMENTED       CGS
 CS1292
 CS1292                          STATION DESCRIPTION
 CS1292
 CS1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CS1292'2.0 MI NW FROM DALLAS.
 CS1292'TO REACH FROM THE NORTHWEST CIRCLE AT THE JUNCTION OF HIGHWAYS NOS.
 CS1292'12, 77, 183 AND 114, GO NORTHWEST ON HIGHWAY NO.114 TOWARD GRAPEVINE,
 CS1292'01.9 MILES TO A SERVICE ROAD TO THE RIGHT TO THE BUILDERS STEEL AND
 CS1292'SUPPLY CO. PLANT ABOUT 1/4 MILE NORTH OF THE HIGHWAY AND THE MARK AS
 CS1292'DESCRIBED BELOW.  A STANDARD DISK STAMPED Q 914 RESET 1957 IN A
 CS1292'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES, IN THE NORTH RIGHT-OF-WAY
 CS1292'FENCE OF THE HIGHWAY, 35 FEET WEST OF THE WEST FENCE LINE OF THE ROAD
 CS1292'NORTH TO THE STEEL PLANT 35 FEET NORTH OF THE CENTERLINE OF THE
 CS1292'SERVICE ROAD ALONG THE NORTH SIDE OF THE HIGHWAY AND NORTH OF THE EAST
 CS1292'END OF THE FILL LEADING TO THE RAILROAD OVERPASS ABOUT 0.2 MILE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0133 ***********************************************************************
 AZ0133  DESIGNATION -  Q 915 RESET 1956
 AZ0133  PID         -  AZ0133
 AZ0133  STATE/COUNTY-  TX/VAL VERDE
 AZ0133  USGS QUAD   -  DEL RIO SE (1972)
 AZ0133
 AZ0133                         *CURRENT SURVEY CONTROL
 AZ0133  ___________________________________________________________________
 AZ0133* NAD 83(1986)-  29 21 25.     (N)    100 47 17.     (W)     SCALED    
 AZ0133* NAVD 88     -       332.446  (meters)    1090.70   (feet)  POSTED    
 AZ0133  ___________________________________________________________________
 AZ0133  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0133  DYNAMIC HT  -         331.960 (meters)    1089.11  (feet)  COMP
 AZ0133  MODELED GRAV-     979,173.0   (mgal)                       NAVD 88
 AZ0133
 AZ0133  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AZ0133
 AZ0133.The horizontal coordinates were scaled from a topographic map and have
 AZ0133.an estimated accuracy of +/- 6 seconds.
 AZ0133
 AZ0133.The orthometric height was determined by differential leveling
 AZ0133.and adjusted by the National Geodetic Survey in 1992..
 AZ0133.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AZ0133.rate of 3.1 thru 4.0 mm/km.
 AZ0133
 AZ0133.The geoid height was determined by GEOID03.
 AZ0133
 AZ0133.The dynamic height is computed by dividing the NAVD 88
 AZ0133.geopotential number by the normal gravity value computed on the
 AZ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0133.degrees latitude (g = 980.6199 gals.).
 AZ0133
 AZ0133.The modeled gravity was interpolated from observed gravity values.
 AZ0133
 AZ0133;                    North         East    Units  Estimated Accuracy
 AZ0133;SPC TXSC     - 4,170,180.      426,410.      MT  (+/- 180 meters Scaled)
 AZ0133
 AZ0133                          SUPERSEDED SURVEY CONTROL
 AZ0133
 AZ0133  NGVD 29 (??/??/92)  332.382  (m)         1090.49   (f) ADJ UNCH    1 2
 AZ0133
 AZ0133.Superseded values are not recommended for survey control.
 AZ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0133.See file dsdata.txt to determine how the superseded data were derived.
 AZ0133
 AZ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT264488(NAD 83)
 AZ0133_MARKER: DB = BENCH MARK DISK
 AZ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0133_STAMPING: Q 915 RESET 1956
 AZ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0133+STABILITY: SURFACE MOTION
 AZ0133
 AZ0133  HISTORY     - Date     Condition        Report By
 AZ0133  HISTORY     - 1956     MONUMENTED       CGS
 AZ0133  HISTORY     - 1957     GOOD             NGS
 AZ0133  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0133
 AZ0133                          STATION DESCRIPTION
 AZ0133
 AZ0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0133'7.55 MI E FROM DEL RIO.
 AZ0133'ABOUT 6.55 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0133'THE STATION AT DEL RIO, THENCE 1.0 MILE SOUTHEAST ALONG THE MAIN
 AZ0133'ENTRANCE ROAD (THIRD STREET) OF LAUGHLIN AIR FORCE BASE, 283 FEET
 AZ0133'SOUTHEAST OF THE SOUTH CORNER OF THE HEADQUARTERS BUILDING, 159 FEET
 AZ0133'NORTHWEST OF THE CENTER OF THE INTERSECTION OF FOURTH STREET AND
 AZ0133'LAUGHLIN DRIVE, 66 FEET NORTHWEST OF THE WEST CORNER OF THE MILITARY
 AZ0133'PERSONNEL OFFICE, 19 FEET EAST OF A POWER POLE AND IN THE TOP OF A
 AZ0133'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AZ0133
 AZ0133                          STATION RECOVERY (1982)
 AZ0133
 AZ0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0133'MARK SEARCHED FOR AND NOT RECOVERED THIS DATE, AREA HAS BEEN CLEARED
 AZ0133'AND IS A GRASSY LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0573 ***********************************************************************
 AE0573  DESIGNATION -  Q 916
 AE0573  PID         -  AE0573
 AE0573  STATE/COUNTY-  TX/HIDALGO
 AE0573  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0573
 AE0573                         *CURRENT SURVEY CONTROL
 AE0573  ___________________________________________________________________
 AE0573* NAD 83(1986)-  26 23 46.     (N)    098 19 37.     (W)     SCALED    
 AE0573* NAVD 88     -        62.436  (meters)     204.84   (feet)  ADJUSTED  
 AE0573  ___________________________________________________________________
 AE0573  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0573  DYNAMIC HT  -          62.333 (meters)     204.50  (feet)  COMP
 AE0573  MODELED GRAV-     979,007.4   (mgal)                       NAVD 88
 AE0573
 AE0573  VERT ORDER  -  SECOND    CLASS 0
 AE0573
 AE0573.The horizontal coordinates were scaled from a topographic map and have
 AE0573.an estimated accuracy of +/- 6 seconds.
 AE0573
 AE0573.The orthometric height was determined by differential leveling
 AE0573.and adjusted by the National Geodetic Survey in June 1991..
 AE0573
 AE0573.The geoid height was determined by GEOID03.
 AE0573
 AE0573.The dynamic height is computed by dividing the NAVD 88
 AE0573.geopotential number by the normal gravity value computed on the
 AE0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0573.degrees latitude (g = 980.6199 gals.).
 AE0573
 AE0573.The modeled gravity was interpolated from observed gravity values.
 AE0573
 AE0573;                    North         East    Units  Estimated Accuracy
 AE0573;SPC TX S     - 5,080,830.      317,270.      MT  (+/- 180 meters Scaled)
 AE0573
 AE0573                          SUPERSEDED SURVEY CONTROL
 AE0573
 AE0573  NGVD 29 (??/??/92)   62.530  (m)          205.15   (f) ADJ UNCH    2 0
 AE0573
 AE0573.Superseded values are not recommended for survey control.
 AE0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0573.See file dsdata.txt to determine how the superseded data were derived.
 AE0573
 AE0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ671197(NAD 83)
 AE0573_MARKER: DB = BENCH MARK DISK
 AE0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0573_SP_SET: CULVERT
 AE0573_STAMPING: Q-916 1944
 AE0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0573
 AE0573  HISTORY     - Date     Condition        Report By
 AE0573  HISTORY     - 1944     MONUMENTED       CGS
 AE0573
 AE0573                          STATION DESCRIPTION
 AE0573
 AE0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AE0573'14.4 MI NW FROM MISSION.
 AE0573'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY BUILDING AT
 AE0573'MISSION, GO 7.2 MILES NORTH ALONG STATE HIGHWAY 107 TO A RIGHT ANGLE
 AE0573'TURN IN HIGHWAY TO THE EAST, TURN WEST LEFT ALONG WAR HIGHWAY 13
 AE0573'(MOORE ARMY AIR FIELD ROAD) 7.2 MILES WEST AND NORTH TO THE MOORE ARMY
 AE0573'AIR FIELD MAIN ENTRANCE, AT MOORE ARMY AIR FIELD MAIN ENTRANCE, 135
 AE0573'FEET WEST OF CENTERLINE OF HIGHWAY, 35 FEET SOUTHWEST GUARD STATION
 AE0573'WHICH SET IN THE MIDDLE OF THE ENTRANCE, IN THE SOUTH HEADWALL OF
 AE0573'LARGE CONCRETE CULVERT OVER DITCH THAT RUNS ALONG THE EAST SIDE OF THE
 AE0573'FIELD, 4 FEET WEST OF 4 X 4 IN. WITNESS POST, ONE FOOT ABOVE THE
 AE0573'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0474 ***********************************************************************
 AH0474  DESIGNATION -  Q 918
 AH0474  PID         -  AH0474
 AH0474  STATE/COUNTY-  TX/KLEBERG
 AH0474  USGS QUAD   -  RICARDO (1979)
 AH0474
 AH0474                         *CURRENT SURVEY CONTROL
 AH0474  ___________________________________________________________________
 AH0474* NAD 83(1986)-  27 23 40.     (N)    097 49 21.     (W)     SCALED    
 AH0474* NAVD 88     -        11.497  (meters)      37.72   (feet)  ADJUSTED  
 AH0474  ___________________________________________________________________
 AH0474  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AH0474  DYNAMIC HT  -          11.479 (meters)      37.66  (feet)  COMP
 AH0474  MODELED GRAV-     979,095.9   (mgal)                       NAVD 88
 AH0474
 AH0474  VERT ORDER  -  SECOND    CLASS 0
 AH0474
 AH0474.The horizontal coordinates were scaled from a topographic map and have
 AH0474.an estimated accuracy of +/- 6 seconds.
 AH0474
 AH0474.The orthometric height was determined by differential leveling
 AH0474.and adjusted by the National Geodetic Survey in June 1991..
 AH0474
 AH0474.The geoid height was determined by GEOID03.
 AH0474
 AH0474.The dynamic height is computed by dividing the NAVD 88
 AH0474.geopotential number by the normal gravity value computed on the
 AH0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0474.degrees latitude (g = 980.6199 gals.).
 AH0474
 AH0474.The modeled gravity was interpolated from observed gravity values.
 AH0474
 AH0474;                    North         East    Units  Estimated Accuracy
 AH0474;SPC TX S     - 5,191,610.      367,000.      MT  (+/- 180 meters Scaled)
 AH0474
 AH0474                          SUPERSEDED SURVEY CONTROL
 AH0474
 AH0474  NGVD 29 (??/??/92)   11.598  (m)           38.05   (f) ADJ UNCH    2 0
 AH0474
 AH0474.Superseded values are not recommended for survey control.
 AH0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0474.See file dsdata.txt to determine how the superseded data were derived.
 AH0474
 AH0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR164306(NAD 83)
 AH0474_MARKER: DB = BENCH MARK DISK
 AH0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0474_SP_SET: CULVERT
 AH0474_STAMPING: Q 918 1945
 AH0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0474
 AH0474  HISTORY     - Date     Condition        Report By
 AH0474  HISTORY     - 1945     MONUMENTED       CGS
 AH0474  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0474
 AH0474                          STATION DESCRIPTION
 AH0474
 AH0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0474'2.3 MI S FROM RICARDO.
 AH0474'2.3 MILES SOUTH ALONG U. S. HIGHWAY 77 FROM RICARDO, KLEBERG COUNTY,
 AH0474'TO A ROAD INTERSECTION, 1.6 MILES EAST AND NORTH ALONG A PAVED ROAD TO
 AH0474'THE ENTRANCE OF NAVY OUTLYING FIELD 51 (ABANDONED), 75 FEET EAST OF
 AH0474'THE CENTERLINE OF A NORTH-SOUTH ROAD, 45 FEET SOUTH OF THE CENTERLINE
 AH0474'OF THE ENTRANCE ROAD, AND IN THE SOUTH HEADWALL OF A CONCRETE CULVERT
 AH0474'UNDER THE ENTRANCE ROAD.
 AH0474
 AH0474                          STATION RECOVERY (1975)
 AH0474
 AH0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0955 ***********************************************************************
 AH0955  DESIGNATION -  Q 919
 AH0955  PID         -  AH0955
 AH0955  STATE/COUNTY-  TX/NUECES
 AH0955  USGS QUAD   -  BANQUETE (1979)
 AH0955
 AH0955                         *CURRENT SURVEY CONTROL
 AH0955  ___________________________________________________________________
 AH0955* NAD 83(1986)-  27 48 11.     (N)    097 46 48.     (W)     SCALED    
 AH0955* NAVD 88     -        23.128  (meters)      75.88   (feet)  ADJUSTED  
 AH0955  ___________________________________________________________________
 AH0955  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH0955  DYNAMIC HT  -          23.093 (meters)      75.76  (feet)  COMP
 AH0955  MODELED GRAV-     979,114.3   (mgal)                       NAVD 88
 AH0955
 AH0955  VERT ORDER  -  FIRST     CLASS II
 AH0955
 AH0955.The horizontal coordinates were scaled from a topographic map and have
 AH0955.an estimated accuracy of +/- 6 seconds.
 AH0955
 AH0955.The orthometric height was determined by differential leveling
 AH0955.and adjusted by the National Geodetic Survey in June 1991..
 AH0955.WARNING-Repeat measurements at this control monument indicate possible
 AH0955.vertical movement.
 AH0955
 AH0955.The geoid height was determined by GEOID03.
 AH0955
 AH0955.The dynamic height is computed by dividing the NAVD 88
 AH0955.geopotential number by the normal gravity value computed on the
 AH0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0955.degrees latitude (g = 980.6199 gals.).
 AH0955
 AH0955.The modeled gravity was interpolated from observed gravity values.
 AH0955
 AH0955;                    North         East    Units  Estimated Accuracy
 AH0955;SPC TX S     - 5,236,900.      370,950.      MT  (+/- 180 meters Scaled)
 AH0955
 AH0955                          SUPERSEDED SURVEY CONTROL
 AH0955
 AH0955  NGVD 29 (??/??/92)   23.258  (m)           76.31   (f) ADJ UNCH    1 2
 AH0955
 AH0955.Superseded values are not recommended for survey control.
 AH0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0955.See file dsdata.txt to determine how the superseded data were derived.
 AH0955
 AH0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR201759(NAD 83)
 AH0955_MARKER: DB = BENCH MARK DISK
 AH0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0955_SP_SET: ABUTMENT
 AH0955_STAMPING: Q 919 1945
 AH0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0955
 AH0955  HISTORY     - Date     Condition        Report By
 AH0955  HISTORY     - 1945     MONUMENTED       CGS
 AH0955  HISTORY     - 1951     GOOD             NGS
 AH0955  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0955
 AH0955                          STATION DESCRIPTION
 AH0955
 AH0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0955'1.2 MI E FROM BANQUETE.
 AH0955'1.2 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0955'BANQUETE, 0.1 MILE EAST OF MILEPOST 138, 90 FEET NORTH OF THE CENTER
 AH0955'LINE OF THE RAILROAD, 12 FEET NORTH OF THE CENTER LINE OF STATE
 AH0955'HIGHWAY 44, SET IN THE TOP OF THE NORTH CONCRETE WINGWALL OF THE WEST
 AH0955'ABUTMENT OF A HIGHWAY  BRIDGE.
 AH0955
 AH0955                          STATION RECOVERY (2001)
 AH0955
 AH0955'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0023 ***********************************************************************
 BY0023  DESIGNATION -  Q 92
 BY0023  PID         -  BY0023
 BY0023  STATE/COUNTY-  TX/SHELBY
 BY0023  USGS QUAD   -  CENTER (1984)
 BY0023
 BY0023                         *CURRENT SURVEY CONTROL
 BY0023  ___________________________________________________________________
 BY0023* NAD 83(1986)-  31 47 41.     (N)    094 10 47.     (W)     SCALED    
 BY0023* NAVD 88     -       113.29   (+/-2cm)     371.7    (feet)  VERTCON   
 BY0023  ___________________________________________________________________
 BY0023  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BY0023
 BY0023  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0023
 BY0023.The horizontal coordinates were scaled from a topographic map and have
 BY0023.an estimated accuracy of +/- 6 seconds.
 BY0023
 BY0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0023.The vertical order pertains to the NGVD 29 superseded value.
 BY0023
 BY0023.The geoid height was determined by GEOID03.
 BY0023
 BY0023;                    North         East    Units  Estimated Accuracy
 BY0023;SPC TX C     - 3,252,030.    1,282,460.      MT  (+/- 180 meters Scaled)
 BY0023
 BY0023                          SUPERSEDED SURVEY CONTROL
 BY0023
 BY0023  NGVD 29 (??/??/92)  113.334  (m)          371.83   (f) ADJ UNCH    1 2
 BY0023
 BY0023.Superseded values are not recommended for survey control.
 BY0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0023.See file dsdata.txt to determine how the superseded data were derived.
 BY0023
 BY0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR883182(NAD 83)
 BY0023_MARKER: DB = BENCH MARK DISK
 BY0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0023_STAMPING: Q 92 1932 371.850
 BY0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0023+STABILITY: SURFACE MOTION
 BY0023
 BY0023  HISTORY     - Date     Condition        Report By
 BY0023  HISTORY     - 1932     MONUMENTED       CGS
 BY0023  HISTORY     - 1949     GOOD             NGS
 BY0023  HISTORY     - 1958     MARK NOT FOUND   USGS
 BY0023
 BY0023                          STATION DESCRIPTION
 BY0023
 BY0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0023'IN CENTER.
 BY0023'AT CENTER, IN THE NORTHEAST CORNER OF THE COURTHOUSE LAWN, 167.0 FEET
 BY0023'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAYS 7 AND 87
 BY0023'AND U.S. HIGHWAY 96, 28.5 FEET NORTH OF THE CENTER OF THE NORTH FACE
 BY0023'OF THE LADIES REST ROOM, 24.3 FEET WEST OF NORTH-SOUTH CURB AROUND THE
 BY0023'LAWN, 2.0 FEET SOUTH OF EAST-WEST CURB AROUND THE LAWN, SET IN THE TOP
 BY0023'OF A CONCRETE POST WHICH IS 1.0 FOOT ABOVE THE SIDEWALK AND 0.3 FOOT
 BY0023'BELOW THE SURFACE OF THE GROUND.
 BY0023
 BY0023                          STATION RECOVERY (1958)
 BY0023
 BY0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BY0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0438 ***********************************************************************
 AH0438  DESIGNATION -  Q 920
 AH0438  PID         -  AH0438
 AH0438  STATE/COUNTY-  TX/NUECES
 AH0438  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0438
 AH0438                         *CURRENT SURVEY CONTROL
 AH0438  ___________________________________________________________________
 AH0438* NAD 83(1986)-  27 34 52.     (N)    097 25 15.     (W)     SCALED    
 AH0438* NAVD 88     -         5.869  (meters)      19.26   (feet)  ADJUSTED  
 AH0438  ___________________________________________________________________
 AH0438  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AH0438  DYNAMIC HT  -           5.860 (meters)      19.23  (feet)  COMP
 AH0438  MODELED GRAV-     979,119.8   (mgal)                       NAVD 88
 AH0438
 AH0438  VERT ORDER  -  SECOND    CLASS 0
 AH0438
 AH0438.The horizontal coordinates were scaled from a topographic map and have
 AH0438.an estimated accuracy of +/- 6 seconds.
 AH0438
 AH0438.The orthometric height was determined by differential leveling
 AH0438.and adjusted by the National Geodetic Survey in June 1991..
 AH0438
 AH0438.The geoid height was determined by GEOID03.
 AH0438
 AH0438.The dynamic height is computed by dividing the NAVD 88
 AH0438.geopotential number by the normal gravity value computed on the
 AH0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0438.degrees latitude (g = 980.6199 gals.).
 AH0438
 AH0438.The modeled gravity was interpolated from observed gravity values.
 AH0438
 AH0438;                    North         East    Units  Estimated Accuracy
 AH0438;SPC TX S     - 5,212,560.      406,550.      MT  (+/- 180 meters Scaled)
 AH0438
 AH0438                          SUPERSEDED SURVEY CONTROL
 AH0438
 AH0438  NGVD 29 (??/??/92)    6.016  (m)           19.74   (f) ADJ UNCH    2 0
 AH0438
 AH0438.Superseded values are not recommended for survey control.
 AH0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0438.See file dsdata.txt to determine how the superseded data were derived.
 AH0438
 AH0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR558517(NAD 83)
 AH0438_MARKER: DB = BENCH MARK DISK
 AH0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0438_STAMPING: Q 920 1945
 AH0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0438+STABILITY: SURFACE MOTION
 AH0438
 AH0438  HISTORY     - Date     Condition        Report By
 AH0438  HISTORY     - 1945     MONUMENTED       CGS
 AH0438  HISTORY     - 1949     GOOD             NGS
 AH0438  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0438
 AH0438                          STATION DESCRIPTION
 AH0438
 AH0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0438'0.2 MI S FROM CHAPMAN RANCH.
 AH0438'0.2 MILE SOUTH ALONG STATE HIGHWAY 286 FROM CHAPMAN RANCH
 AH0438'HEADQUARTERS, NUECES COUNTY, THENCE 2.0 MILES EAST ALONG A PAVED ROAD
 AH0438'TO THE BOUNDARY FENCE OF KING RANCH AND OUTLYING FIELD 10 (ABANDONED),
 AH0438'AND THENCE 0.4 MILE SOUTH ALONG THE BOUNDARY FENCE. 0.25 MILE WEST OF
 AH0438'THE LANDING CIRCLE, 2 FEET SOUTH OF THE SOUTHERNMOST OF THREE LARGE
 AH0438'CEDAR BRACE FENCE POSTS, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS
 AH0438'POST.  AN IRON DISK, STAMPED Q 920 1945 AND SET IN THE TOP OF A
 AH0438'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 AH0438
 AH0438                          STATION RECOVERY (2001)
 AH0438
 AH0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0438'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0239 ***********************************************************************
 DN0239  DESIGNATION -  Q 922
 DN0239  PID         -  DN0239
 DN0239  STATE/COUNTY-  TX/COLLIN
 DN0239  USGS QUAD   -  JOSEPHINE (1963)
 DN0239
 DN0239                         *CURRENT SURVEY CONTROL
 DN0239  ___________________________________________________________________
 DN0239* NAD 83(1986)-  33 03 22.     (N)    096 19 37.     (W)     SCALED    
 DN0239* NAVD 88     -       178.079  (meters)     584.25   (feet)  ADJUSTED  
 DN0239  ___________________________________________________________________
 DN0239  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN0239  DYNAMIC HT  -         177.885 (meters)     583.61  (feet)  COMP
 DN0239  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 DN0239
 DN0239  VERT ORDER  -  SECOND    CLASS 0
 DN0239
 DN0239.The horizontal coordinates were scaled from a topographic map and have
 DN0239.an estimated accuracy of +/- 6 seconds.
 DN0239
 DN0239.The orthometric height was determined by differential leveling
 DN0239.and adjusted by the National Geodetic Survey in June 1991..
 DN0239
 DN0239.The geoid height was determined by GEOID03.
 DN0239
 DN0239.The dynamic height is computed by dividing the NAVD 88
 DN0239.geopotential number by the normal gravity value computed on the
 DN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0239.degrees latitude (g = 980.6199 gals.).
 DN0239
 DN0239.The modeled gravity was interpolated from observed gravity values.
 DN0239
 DN0239;                    North         East    Units  Estimated Accuracy
 DN0239;SPC TXNC     - 2,156,170.      802,910.      MT  (+/- 180 meters Scaled)
 DN0239
 DN0239                          SUPERSEDED SURVEY CONTROL
 DN0239
 DN0239  NGVD 29 (??/??/92)  178.076  (m)          584.24   (f) ADJ UNCH    2 0
 DN0239
 DN0239.Superseded values are not recommended for survey control.
 DN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0239.See file dsdata.txt to determine how the superseded data were derived.
 DN0239
 DN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB495606(NAD 83)
 DN0239_MARKER: DB = BENCH MARK DISK
 DN0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0239_SP_SET: PIER
 DN0239_STAMPING: Q 922 1946
 DN0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0239
 DN0239  HISTORY     - Date     Condition        Report By
 DN0239  HISTORY     - 1946     MONUMENTED       CGS
 DN0239  HISTORY     - 19940711 GOOD             USPSQD
 DN0239
 DN0239                          STATION DESCRIPTION
 DN0239
 DN0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0239'2.9 MI E FROM NEVADA.
 DN0239'2.9 MILES EAST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 DN0239'STATION AT NEVADA.  2 POLES WEST OF MILE POST 566, 85 FEET SOUTH OF
 DN0239'THE SOUTH RAIL, 12.5 FEET NORTH OF THE CENTER LINE OF COLLIN COUNTY
 DN0239'HIGHWAY 6, A BRONZE DISK SET IN THE TOP OF THE NORTH END OF THE EAST
 DN0239'PIER OF THE CONCRETE HIGHWAY BRIDGE ACROSS SABINE CREEK.
 DN0239
 DN0239                          STATION RECOVERY (1994)
 DN0239
 DN0239'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1323 ***********************************************************************
 CS1323  DESIGNATION -  Q 923
 CS1323  PID         -  CS1323
 CS1323  STATE/COUNTY-  TX/DALLAS
 CS1323  USGS QUAD   -  GARLAND (1973)
 CS1323
 CS1323                         *CURRENT SURVEY CONTROL
 CS1323  ___________________________________________________________________
 CS1323* NAD 83(1986)-  32 58 07.     (N)    096 43 09.     (W)     SCALED    
 CS1323* NAVD 88     -       197.862  (meters)     649.15   (feet)  ADJUSTED  
 CS1323  ___________________________________________________________________
 CS1323  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS1323  DYNAMIC HT  -         197.642 (meters)     648.43  (feet)  COMP
 CS1323  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 CS1323
 CS1323  VERT ORDER  -  SECOND    CLASS 0
 CS1323
 CS1323.The horizontal coordinates were scaled from a topographic map and have
 CS1323.an estimated accuracy of +/- 6 seconds.
 CS1323
 CS1323.The orthometric height was determined by differential leveling
 CS1323.and adjusted by the National Geodetic Survey in June 1991..
 CS1323
 CS1323.The geoid height was determined by GEOID03.
 CS1323
 CS1323.The dynamic height is computed by dividing the NAVD 88
 CS1323.geopotential number by the normal gravity value computed on the
 CS1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1323.degrees latitude (g = 980.6199 gals.).
 CS1323
 CS1323.The modeled gravity was interpolated from observed gravity values.
 CS1323
 CS1323;                    North         East    Units  Estimated Accuracy
 CS1323;SPC TXNC     - 2,145,780.      766,450.      MT  (+/- 180 meters Scaled)
 CS1323
 CS1323                          SUPERSEDED SURVEY CONTROL
 CS1323
 CS1323  NGVD 29 (??/??/92)  197.870  (m)          649.18   (f) ADJ UNCH    2 0
 CS1323
 CS1323.Superseded values are not recommended for survey control.
 CS1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1323.See file dsdata.txt to determine how the superseded data were derived.
 CS1323
 CS1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB131501(NAD 83)
 CS1323_MARKER: DB = BENCH MARK DISK
 CS1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1323_STAMPING: Q 923 1946
 CS1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1323+STABILITY: SURFACE MOTION
 CS1323
 CS1323  HISTORY     - Date     Condition        Report By
 CS1323  HISTORY     - 1946     MONUMENTED       CGS
 CS1323  HISTORY     - 1959     GOOD             NGS
 CS1323  HISTORY     - 1981     GOOD             NGS
 CS1323  HISTORY     - 1988     POOR             USPSQD
 CS1323  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 CS1323
 CS1323                          STATION DESCRIPTION
 CS1323
 CS1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1323'1.8 MI N FROM RICHARDSON.
 CS1323'1.8 MILES NORTH OF THE HIGH SCHOOL IN RICHARDSON, ALONG THE OLD
 CS1323'HIGHWAY 75, NOW GREENVILLE ROAD, ABOUT 47 FEET WEST OF THE CENTERLINE
 CS1323'OF THE ROAD, 38.7 FEET EAST OF THE EAST RAIL OF THE T. AND N.O.R.R., 5
 CS1323'FEET NORTHEAST OF A BRACED TELEGRAPH POLE AND ACROSS GREENVILLE
 CS1323'NORTHWEST FROM A LARGE BRICK BUILDING.  HIGHWAY NO.75 IS NOW AN
 CS1323'EXPRESSWAY AND IS ACROSS THE TRACKS WEST OF THE MARK.  A STANDARD DISK
 CS1323'STAMPED Q 923 1946 IN A CONCRETE POST PROJECTING ABOUT 1 FOOT.
 CS1323
 CS1323                          STATION RECOVERY (1981)
 CS1323
 CS1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CS1323'THE MARK IS LOCATED AT THE NORTHEAST EDGE OF RICHARDSON, 0.55 MILE
 CS1323'NORTH OF STATION RICHARDS. IT IS ON THE WEST SIDE OF GREENVILLE ROAD
 CS1323'WHICH IS NOW STATE HIGHWAY 5 AND WAS U.S. HIGHWAY 75. IT IS BETWEEN
 CS1323'THE HIGHWAY AND A RAILROAD TRACK. THE MARK IS 1.6 MILE NORTH OF THE
 CS1323'RICHARDSON MUNICIPAL WATER TANK, 0.6 MILE NORTH OF ARAPAHO ROAD AND
 CS1323'0.25 MILE EAST OF U.S. HIGHWAY 75. IT IS 46 FEET WEST OF GREENVILLE
 CS1323'ROAD, 38 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, 6 FEET NORTH
 CS1323'ROAD, 38 FEET EAST OF THE RAIL OF RAILROAD TRACKS, 6 FEET NORTH OF A
 CS1323'TELEPHONE POLE AND 0.8 FOOT WEST OF A METAL WITNESS POST.
 CS1323
 CS1323                          STATION RECOVERY (1988)
 CS1323
 CS1323'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS1323'MARK RECOVERED IN POOR CONDITION.
 CS1323
 CS1323                          STATION RECOVERY (1991)
 CS1323
 CS1323'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0435 ***********************************************************************
 DN0435  DESIGNATION -  Q 924
 DN0435  PID         -  DN0435
 DN0435  STATE/COUNTY-  TX/COLLIN
 DN0435  USGS QUAD   -  WYLIE (1973)
 DN0435
 DN0435                         *CURRENT SURVEY CONTROL
 DN0435  ___________________________________________________________________
 DN0435* NAD 83(1986)-  33 03 05.     (N)    096 31 52.     (W)     SCALED    
 DN0435* NAVD 88     -       149.175  (meters)     489.42   (feet)  ADJUSTED  
 DN0435  ___________________________________________________________________
 DN0435  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN0435  DYNAMIC HT  -         149.013 (meters)     488.89  (feet)  COMP
 DN0435  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 DN0435
 DN0435  VERT ORDER  -  SECOND    CLASS 0
 DN0435
 DN0435.The horizontal coordinates were scaled from a topographic map and have
 DN0435.an estimated accuracy of +/- 6 seconds.
 DN0435
 DN0435.The orthometric height was determined by differential leveling
 DN0435.and adjusted by the National Geodetic Survey in June 1991..
 DN0435
 DN0435.The geoid height was determined by GEOID03.
 DN0435
 DN0435.The dynamic height is computed by dividing the NAVD 88
 DN0435.geopotential number by the normal gravity value computed on the
 DN0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0435.degrees latitude (g = 980.6199 gals.).
 DN0435
 DN0435.The modeled gravity was interpolated from observed gravity values.
 DN0435
 DN0435;                    North         East    Units  Estimated Accuracy
 DN0435;SPC TXNC     - 2,155,270.      783,860.      MT  (+/- 180 meters Scaled)
 DN0435
 DN0435                          SUPERSEDED SURVEY CONTROL
 DN0435
 DN0435  NGVD 29 (??/??/92)  149.184  (m)          489.45   (f) ADJ UNCH    2 0
 DN0435
 DN0435.Superseded values are not recommended for survey control.
 DN0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0435.See file dsdata.txt to determine how the superseded data were derived.
 DN0435
 DN0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB305596(NAD 83)
 DN0435_MARKER: DB = BENCH MARK DISK
 DN0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0435_STAMPING: Q 924 1946
 DN0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0435+STABILITY: SURFACE MOTION
 DN0435
 DN0435  HISTORY     - Date     Condition        Report By
 DN0435  HISTORY     - 1946     MONUMENTED       CGS
 DN0435  HISTORY     - 1958     GOOD             NGS
 DN0435  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 DN0435  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0435
 DN0435                          STATION DESCRIPTION
 DN0435
 DN0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DN0435'4.3 MI N FROM WYLIE.
 DN0435'4.3 MILES NORTH ALONG THE COUNTY ROAD FROM THE CITY WATER TOWER AT
 DN0435'WYLIE, ABOUT 500 FEET WEST OF THE RESERVOIR FROM THE NORTHWEST CORNER,
 DN0435'AND 26 FEET NORTH OF THE CENTER OF THE ROAD.  A STANDARD DISK, STAMPED
 DN0435'Q 924 1946 AND SET IN THE TOP OF A CONCRETE POST.
 DN0435
 DN0435                          STATION RECOVERY (1991)
 DN0435
 DN0435'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0435'MARK NOT FOUND.
 DN0435
 DN0435                          STATION RECOVERY (2005)
 DN0435
 DN0435'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0016 ***********************************************************************
 CS0016  DESIGNATION -  Q 925
 CS0016  PID         -  CS0016
 CS0016  STATE/COUNTY-  TX/COLLIN
 CS0016  USGS QUAD   -  ROCKWALL (1973)
 CS0016
 CS0016                         *CURRENT SURVEY CONTROL
 CS0016  ___________________________________________________________________
 CS0016* NAD 83(1986)-  32 59 54.     (N)    096 27 00.     (W)     SCALED    
 CS0016* NAVD 88     -       151.936  (meters)     498.48   (feet)  ADJUSTED  
 CS0016  ___________________________________________________________________
 CS0016  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0016  DYNAMIC HT  -         151.772 (meters)     497.94  (feet)  COMP
 CS0016  MODELED GRAV-     979,550.9   (mgal)                       NAVD 88
 CS0016
 CS0016  VERT ORDER  -  SECOND    CLASS 0
 CS0016
 CS0016.The horizontal coordinates were scaled from a topographic map and have
 CS0016.an estimated accuracy of +/- 6 seconds.
 CS0016
 CS0016.The orthometric height was determined by differential leveling
 CS0016.and adjusted by the National Geodetic Survey in June 1991..
 CS0016
 CS0016.The geoid height was determined by GEOID03.
 CS0016
 CS0016.The dynamic height is computed by dividing the NAVD 88
 CS0016.geopotential number by the normal gravity value computed on the
 CS0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0016.degrees latitude (g = 980.6199 gals.).
 CS0016
 CS0016.The modeled gravity was interpolated from observed gravity values.
 CS0016
 CS0016;                    North         East    Units  Estimated Accuracy
 CS0016;SPC TXNC     - 2,149,540.      791,550.      MT  (+/- 180 meters Scaled)
 CS0016
 CS0016                          SUPERSEDED SURVEY CONTROL
 CS0016
 CS0016  NGVD 29 (??/??/92)  151.953  (m)          498.53   (f) ADJ UNCH    2 0
 CS0016
 CS0016.Superseded values are not recommended for survey control.
 CS0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0016.See file dsdata.txt to determine how the superseded data were derived.
 CS0016
 CS0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB382539(NAD 83)
 CS0016_MARKER: DB = BENCH MARK DISK
 CS0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0016_STAMPING: Q 925 1946
 CS0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0016+STABILITY: SURFACE MOTION
 CS0016
 CS0016  HISTORY     - Date     Condition        Report By
 CS0016  HISTORY     - 1946     MONUMENTED       CGS
 CS0016  HISTORY     - 1953     MARK NOT FOUND   NGS
 CS0016  HISTORY     - 19920824 MARK NOT FOUND   USPSQD
 CS0016  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS0016
 CS0016                          STATION DESCRIPTION
 CS0016
 CS0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0016'2.8 MI SW FROM LAVON.
 CS0016'2.8 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE ST. LOUIS AND
 CS0016'SOUTHWESTERN RAILROAD STATION AT LAVON.  THE MARK IS SET AT A JUNCTION
 CS0016'OF THE DIRT ROAD AND A T ROAD RUNNING NORTH.  96 FEET NORTHEAST OF THE
 CS0016'NORTHEAST CORNER OF A FARM HOUSE, 61.4 FEET NORTHWEST OF THE
 CS0016'INTERSECTION OF THE CENTER LINES OF THE TWO ROADS, 59 FEET WEST OF THE
 CS0016'CENTER LINE OF THE ROAD RUNNING NORTH, 15 FEET NORTH OF THE CENTER
 CS0016'LINE OF THE EAST AND WEST ROAD, 1.6 FEET WEST OF A POWER POLE, 2 FEET
 CS0016'SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0016'CONCRETE POST.  NOTE--  THE DIRT ROAD IS NOW HARD-SURFACED HIGHWAY
 CS0016'205.
 CS0016
 CS0016                          STATION RECOVERY (1953)
 CS0016
 CS0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CS0016'MARK NOT FOUND.
 CS0016
 CS0016                          STATION RECOVERY (1992)
 CS0016
 CS0016'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS0016'MARK NOT FOUND.
 CS0016
 CS0016                          STATION RECOVERY (2005)
 CS0016
 CS0016'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0266 ***********************************************************************
 DN0266  DESIGNATION -  Q 926
 DN0266  PID         -  DN0266
 DN0266  STATE/COUNTY-  TX/DENTON
 DN0266  USGS QUAD   -  HEBRON (1981)
 DN0266
 DN0266                         *CURRENT SURVEY CONTROL
 DN0266  ___________________________________________________________________
 DN0266* NAD 83(1986)-  33 00 41.     (N)    096 52 07.     (W)     SCALED    
 DN0266* NAVD 88     -       171.141  (meters)     561.49   (feet)  ADJUSTED  
 DN0266  ___________________________________________________________________
 DN0266  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DN0266  DYNAMIC HT  -         170.946 (meters)     560.85  (feet)  COMP
 DN0266  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 DN0266
 DN0266  VERT ORDER  -  SECOND    CLASS 0
 DN0266
 DN0266.The horizontal coordinates were scaled from a topographic map and have
 DN0266.an estimated accuracy of +/- 6 seconds.
 DN0266
 DN0266.The orthometric height was determined by differential leveling
 DN0266.and adjusted by the National Geodetic Survey in June 1991..
 DN0266
 DN0266.The geoid height was determined by GEOID03.
 DN0266
 DN0266.The dynamic height is computed by dividing the NAVD 88
 DN0266.geopotential number by the normal gravity value computed on the
 DN0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0266.degrees latitude (g = 980.6199 gals.).
 DN0266
 DN0266.The modeled gravity was interpolated from observed gravity values.
 DN0266
 DN0266;                    North         East    Units  Estimated Accuracy
 DN0266;SPC TXNC     - 2,150,300.      752,410.      MT  (+/- 180 meters Scaled)
 DN0266
 DN0266                          SUPERSEDED SURVEY CONTROL
 DN0266
 DN0266  NGVD 29 (??/??/92)  171.149  (m)          561.51   (f) ADJ UNCH    2 0
 DN0266
 DN0266.Superseded values are not recommended for survey control.
 DN0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0266.See file dsdata.txt to determine how the superseded data were derived.
 DN0266
 DN0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB990545(NAD 83)
 DN0266_MARKER: DB = BENCH MARK DISK
 DN0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0266_STAMPING: Q 926 1946
 DN0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0266+STABILITY: SURFACE MOTION
 DN0266
 DN0266  HISTORY     - Date     Condition        Report By
 DN0266  HISTORY     - 1946     MONUMENTED       CGS
 DN0266  HISTORY     - 1954     GOOD             NGS
 DN0266  HISTORY     - 19950709 MARK NOT FOUND   USPSQD
 DN0266  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0266
 DN0266                          STATION DESCRIPTION
 DN0266
 DN0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0266'0.9 MI SW FROM HEBRON.
 DN0266'0.9 MILE SOUTHWEST ALONG THE ST LOUIS, SAN FRANCISCO AND TEXAS
 DN0266'RAILROAD FROM THE STATION SIGN AT HEBRON, 59.4 FEET SOUTHEAST OF THE
 DN0266'CENTER OF A GRAVELED ROAD CROSSING, 43.5 FEET EAST OF THE EAST RAIL,
 DN0266'44 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 12 FEET SOUTH OF
 DN0266'A FENCE CORNER, 4 FEET NORTH OF A TELEPHONE POLE, 3 FEET SOUTH OF A
 DN0266'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 DN0266'FOOT ABOVE THE GROUND.
 DN0266
 DN0266                          STATION RECOVERY (1995)
 DN0266
 DN0266'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0266'MARK NOT FOUND.
 DN0266
 DN0266                          STATION RECOVERY (2005)
 DN0266
 DN0266'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0075 ***********************************************************************
 CS0075  DESIGNATION -  Q 929
 CS0075  PID         -  CS0075
 CS0075  STATE/COUNTY-  TX/ROCKWALL
 CS0075  USGS QUAD   -  FORNEY NORTH (1973)
 CS0075
 CS0075                         *CURRENT SURVEY CONTROL
 CS0075  ___________________________________________________________________
 CS0075* NAD 83(1986)-  32 49 14.     (N)    096 23 31.     (W)     SCALED    
 CS0075* NAVD 88     -       153.503  (meters)     503.62   (feet)  ADJUSTED  
 CS0075  ___________________________________________________________________
 CS0075  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0075  DYNAMIC HT  -         153.334 (meters)     503.06  (feet)  COMP
 CS0075  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 CS0075
 CS0075  VERT ORDER  -  SECOND    CLASS 0
 CS0075
 CS0075.The horizontal coordinates were scaled from a topographic map and have
 CS0075.an estimated accuracy of +/- 6 seconds.
 CS0075
 CS0075.The orthometric height was determined by differential leveling
 CS0075.and adjusted by the National Geodetic Survey in June 1991..
 CS0075
 CS0075.The geoid height was determined by GEOID03.
 CS0075
 CS0075.The dynamic height is computed by dividing the NAVD 88
 CS0075.geopotential number by the normal gravity value computed on the
 CS0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0075.degrees latitude (g = 980.6199 gals.).
 CS0075
 CS0075.The modeled gravity was interpolated from observed gravity values.
 CS0075
 CS0075;                    North         East    Units  Estimated Accuracy
 CS0075;SPC TXNC     - 2,129,940.      797,370.      MT  (+/- 180 meters Scaled)
 CS0075
 CS0075                          SUPERSEDED SURVEY CONTROL
 CS0075
 CS0075  NGVD 29 (??/??/92)  153.519  (m)          503.67   (f) ADJ UNCH    2 0
 CS0075
 CS0075.Superseded values are not recommended for survey control.
 CS0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0075.See file dsdata.txt to determine how the superseded data were derived.
 CS0075
 CS0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB441344(NAD 83)
 CS0075_MARKER: DB = BENCH MARK DISK
 CS0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0075_STAMPING: Q 929 1946
 CS0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0075+STABILITY: SURFACE MOTION
 CS0075
 CS0075  HISTORY     - Date     Condition        Report By
 CS0075  HISTORY     - 1946     MONUMENTED       CGS
 CS0075  HISTORY     - 1987     POOR             USPSQD
 CS0075  HISTORY     - 20051031 POOR             BOHAN
 CS0075
 CS0075                          STATION DESCRIPTION
 CS0075
 CS0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0075'1.7 MI SW FROM CHISHOLM.
 CS0075'1.7 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CS0075'CHISHOLM, 88 FEET NORTH OF THE NORTHWEST CORNER OF A FARMHOUSE, AT A
 CS0075'ROAD JUNCTION, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST
 CS0075'AND SOUTHEAST ROAD, 27 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF
 CS0075'THE CHISHOLM ROAD, 22 FEET SOUTHWEST OF THE SOUTH CORNER OF A WOODEN
 CS0075'BRIDGE, 4 FEET SOUTHWEST OF A POWERLINE POLE, AND 2 FEET NORTHEAST OF
 CS0075'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 929 1946 AND
 CS0075'SET IN THE TOP OF A CONCRETE POST.
 CS0075
 CS0075                          STATION RECOVERY (1987)
 CS0075
 CS0075'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 CS0075'MARK RECOVERED IN POOR CONDITION.
 CS0075
 CS0075                          STATION RECOVERY (2005)
 CS0075
 CS0075'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0075'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0031 ***********************************************************************
 AJ0031  DESIGNATION -  Q 93
 AJ0031  PID         -  AJ0031
 AJ0031  STATE/COUNTY-  TX/JIM WELLS
 AJ0031  USGS QUAD   -  SAN DIEGO (1963)
 AJ0031
 AJ0031                         *CURRENT SURVEY CONTROL
 AJ0031  ___________________________________________________________________
 AJ0031* NAD 83(1986)-  27 45 46.     (N)    098 13 33.     (W)     SCALED    
 AJ0031* NAVD 88     -        90.644  (meters)     297.39   (feet)  ADJUSTED  
 AJ0031  ___________________________________________________________________
 AJ0031  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AJ0031  DYNAMIC HT  -          90.504 (meters)     296.93  (feet)  COMP
 AJ0031  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AJ0031
 AJ0031  VERT ORDER  -  FIRST     CLASS II
 AJ0031
 AJ0031.The horizontal coordinates were scaled from a topographic map and have
 AJ0031.an estimated accuracy of +/- 6 seconds.
 AJ0031
 AJ0031.The orthometric height was determined by differential leveling
 AJ0031.and adjusted by the National Geodetic Survey in June 1991..
 AJ0031
 AJ0031.The geoid height was determined by GEOID03.
 AJ0031
 AJ0031.The dynamic height is computed by dividing the NAVD 88
 AJ0031.geopotential number by the normal gravity value computed on the
 AJ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0031.degrees latitude (g = 980.6199 gals.).
 AJ0031
 AJ0031.The modeled gravity was interpolated from observed gravity values.
 AJ0031
 AJ0031;                    North         East    Units  Estimated Accuracy
 AJ0031;SPC TX S     - 5,232,270.      327,030.      MT  (+/- 180 meters Scaled)
 AJ0031
 AJ0031                          SUPERSEDED SURVEY CONTROL
 AJ0031
 AJ0031  NGVD 29 (??/??/92)   90.724  (m)          297.65   (f) ADJ UNCH    1 2
 AJ0031
 AJ0031.Superseded values are not recommended for survey control.
 AJ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0031.See file dsdata.txt to determine how the superseded data were derived.
 AJ0031
 AJ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR762711(NAD 83)
 AJ0031_MARKER: DB = BENCH MARK DISK
 AJ0031_SETTING: 0 = UNSPECIFIED SETTING
 AJ0031_STAMPING: Q 93 1932
 AJ0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0031
 AJ0031  HISTORY     - Date     Condition        Report By
 AJ0031  HISTORY     - 1932     MONUMENTED       CGS
 AJ0031  HISTORY     - 1934     GOOD             NGS
 AJ0031
 AJ0031                          STATION DESCRIPTION
 AJ0031
 AJ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 AJ0031'0.6 MI E FROM SAN DIEGO.
 AJ0031'ON THE TEXAS-MEXICAN RR. ABOUT 350 FT. E OF MILE POST 110.  36 FT. S
 AJ0031'OF TRACK.
 AJ0031
 AJ0031                          STATION RECOVERY (1934)
 AJ0031
 AJ0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1353 ***********************************************************************
 CS1353  DESIGNATION -  Q 930
 CS1353  PID         -  CS1353
 CS1353  STATE/COUNTY-  TX/DALLAS
 CS1353  USGS QUAD   -  MESQUITE (1973)
 CS1353
 CS1353                         *CURRENT SURVEY CONTROL
 CS1353  ___________________________________________________________________
 CS1353* NAD 83(1986)-  32 51 03.     (N)    096 34 58.     (W)     SCALED    
 CS1353* NAVD 88     -       153.249  (meters)     502.78   (feet)  ADJUSTED  
 CS1353  ___________________________________________________________________
 CS1353  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CS1353  DYNAMIC HT  -         153.080 (meters)     502.23  (feet)  COMP
 CS1353  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 CS1353
 CS1353  VERT ORDER  -  SECOND    CLASS 0
 CS1353
 CS1353.The horizontal coordinates were scaled from a topographic map and have
 CS1353.an estimated accuracy of +/- 6 seconds.
 CS1353
 CS1353.The orthometric height was determined by differential leveling
 CS1353.and adjusted by the National Geodetic Survey in June 1991..
 CS1353
 CS1353.The geoid height was determined by GEOID03.
 CS1353
 CS1353.The dynamic height is computed by dividing the NAVD 88
 CS1353.geopotential number by the normal gravity value computed on the
 CS1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1353.degrees latitude (g = 980.6199 gals.).
 CS1353
 CS1353.The modeled gravity was interpolated from observed gravity values.
 CS1353
 CS1353;                    North         East    Units  Estimated Accuracy
 CS1353;SPC TXNC     - 2,132,950.      779,440.      MT  (+/- 180 meters Scaled)
 CS1353
 CS1353                          SUPERSEDED SURVEY CONTROL
 CS1353
 CS1353  NGVD 29 (??/??/92)  153.263  (m)          502.83   (f) ADJ UNCH    2 0
 CS1353
 CS1353.Superseded values are not recommended for survey control.
 CS1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1353.See file dsdata.txt to determine how the superseded data were derived.
 CS1353
 CS1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB262373(NAD 83)
 CS1353_MARKER: DB = BENCH MARK DISK
 CS1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1353_STAMPING: Q 930 1946
 CS1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1353+STABILITY: SURFACE MOTION
 CS1353
 CS1353  HISTORY     - Date     Condition        Report By
 CS1353  HISTORY     - 1946     MONUMENTED       CGS
 CS1353  HISTORY     - 1958     GOOD             NGS
 CS1353  HISTORY     - 19910626 MARK NOT FOUND   USPSQD
 CS1353
 CS1353                          STATION DESCRIPTION
 CS1353
 CS1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1353'IN ROSE HILL.
 CS1353'6.3 MILES SOUTHEAST ALONG A PAVED COUNTY ROAD
 CS1353'FROM THE MISSOURI - KANSAS-TEXAS RAILROAD STATION AT GARLAND, 0.3 MILE
 CS1353'SOUTHEAST OF THE GENERAL STORE AT ROSE HILL, AT ROSE HILL SCHOOL, 92
 CS1353'FEET NORTH OF THE MAIN ENTRANCE TO THE SCHOOL BUILDING, 102 FEET EAST
 CS1353'OF THE CENTERLINE OF THE WEST DRIVEWAY, 80 FEET WEST OF THE CENTERLINE
 CS1353'OF THE EAST DRIVEWAY, 27 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 CS1353'ROAD, 4 FEET SOUTH OF A POWERLINE POLE, AND 1 FOOT NORTH OF A WHITE
 CS1353'WOODEN WITNESS POST.  NOTE-- IT HAS BEEN BROKEN AT THE TOP AND THE
 CS1353'DISK BENT.  THE DISK IS FIRM AND THE POST IS SECURE IN POSITION.
 CS1353
 CS1353                          STATION RECOVERY (1991)
 CS1353
 CS1353'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1758 ***********************************************************************
 CS1758  DESIGNATION -  Q 931
 CS1758  PID         -  CS1758
 CS1758  STATE/COUNTY-  TX/TARRANT
 CS1758  USGS QUAD   -  HALTOM CITY (1981)
 CS1758
 CS1758                         *CURRENT SURVEY CONTROL
 CS1758  ___________________________________________________________________
 CS1758* NAD 83(1986)-  32 47 42.     (N)    097 21 21.     (W)     SCALED    
 CS1758* NAVD 88     -       169.277  (meters)     555.37   (feet)  ADJUSTED  
 CS1758  ___________________________________________________________________
 CS1758  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1758  DYNAMIC HT  -         169.079 (meters)     554.72  (feet)  COMP
 CS1758  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 CS1758
 CS1758  VERT ORDER  -  FIRST     CLASS II
 CS1758
 CS1758.The horizontal coordinates were scaled from a topographic map and have
 CS1758.an estimated accuracy of +/- 6 seconds.
 CS1758
 CS1758.The orthometric height was determined by differential leveling
 CS1758.and adjusted by the National Geodetic Survey in June 1991..
 CS1758
 CS1758.The geoid height was determined by GEOID03.
 CS1758
 CS1758.The dynamic height is computed by dividing the NAVD 88
 CS1758.geopotential number by the normal gravity value computed on the
 CS1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1758.degrees latitude (g = 980.6199 gals.).
 CS1758
 CS1758.The modeled gravity was interpolated from observed gravity values.
 CS1758
 CS1758;                    North         East    Units  Estimated Accuracy
 CS1758;SPC TXNC     - 2,125,700.      707,160.      MT  (+/- 180 meters Scaled)
 CS1758
 CS1758                          SUPERSEDED SURVEY CONTROL
 CS1758
 CS1758  NGVD 29 (??/??/92)  169.277  (m)          555.37   (f) ADJ UNCH    1 2
 CS1758
 CS1758.Superseded values are not recommended for survey control.
 CS1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1758.See file dsdata.txt to determine how the superseded data were derived.
 CS1758
 CS1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB539297(NAD 83)
 CS1758_MARKER: DB = BENCH MARK DISK
 CS1758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1758_SP_SET: BRIDGE
 CS1758_STAMPING: Q 931 1946
 CS1758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1758+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 CS1758
 CS1758  HISTORY     - Date     Condition        Report By
 CS1758  HISTORY     - 1946     MONUMENTED       CGS
 CS1758  HISTORY     - 1957     GOOD             NGS
 CS1758  HISTORY     - 1984     GOOD             NGS
 CS1758  HISTORY     - 19951118 GOOD             USPSQD
 CS1758  HISTORY     - 20020607 GOOD             INDIV
 CS1758
 CS1758                          STATION DESCRIPTION
 CS1758
 CS1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1758'IN FORT WORTH.
 CS1758'ABOUT 2.9 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, IN
 CS1758'THE NORTHWEST 28TH STREET BRIDGE OVER MARINE CREEK, 30 FEET WEST OF
 CS1758'THE EAST END OF THE SOUTH RAIL OF THE BRIDGE, 4 FEET SOUTH OF THE
 CS1758'SOUTH CURBING OF NORTHWEST 28TH STREET.  A BRONZE DISK SET IN THE TOP
 CS1758'OF THE SOUTH WALKWAY OF THE BRIDGE.  NOTE-- IT IS 100 YARDS NORTHEAST
 CS1758'OF THE BIG APPLE CAFE.
 CS1758
 CS1758                          STATION RECOVERY (1957)
 CS1758
 CS1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1758'RECOVERED IN GOOD CONDITION.
 CS1758
 CS1758                          STATION RECOVERY (1984)
 CS1758
 CS1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1758'RECOVERED IN GOOD CONDITION.
 CS1758
 CS1758                          STATION RECOVERY (1995)
 CS1758
 CS1758'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1758'RECOVERED IN GOOD CONDITION.
 CS1758
 CS1758                          STATION RECOVERY (2002)
 CS1758
 CS1758'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1758'N32 47.708 W097 21.378 GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1718 ***********************************************************************
 CS1718  DESIGNATION -  Q 932
 CS1718  PID         -  CS1718
 CS1718  STATE/COUNTY-  TX/TARRANT
 CS1718  USGS QUAD   -  FORT WORTH (1981)
 CS1718
 CS1718                         *CURRENT SURVEY CONTROL
 CS1718  ___________________________________________________________________
 CS1718* NAD 83(1986)-  32 42 36.     (N)    097 18 13.     (W)     SCALED    
 CS1718* NAVD 88     -       182.090  (meters)     597.41   (feet)  ADJUSTED  
 CS1718  ___________________________________________________________________
 CS1718  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS1718  DYNAMIC HT  -         181.876 (meters)     596.70  (feet)  COMP
 CS1718  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 CS1718
 CS1718  VERT ORDER  -  FIRST     CLASS II
 CS1718
 CS1718.The horizontal coordinates were scaled from a topographic map and have
 CS1718.an estimated accuracy of +/- 6 seconds.
 CS1718
 CS1718.The orthometric height was determined by differential leveling
 CS1718.and adjusted by the National Geodetic Survey in June 1991..
 CS1718
 CS1718.The geoid height was determined by GEOID03.
 CS1718
 CS1718.The dynamic height is computed by dividing the NAVD 88
 CS1718.geopotential number by the normal gravity value computed on the
 CS1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1718.degrees latitude (g = 980.6199 gals.).
 CS1718
 CS1718.The modeled gravity was interpolated from observed gravity values.
 CS1718
 CS1718;                    North         East    Units  Estimated Accuracy
 CS1718;SPC TXNC     - 2,116,330.      712,160.      MT  (+/- 180 meters Scaled)
 CS1718
 CS1718                          SUPERSEDED SURVEY CONTROL
 CS1718
 CS1718  NGVD 29 (??/??/92)  182.098  (m)          597.43   (f) ADJ UNCH    1 2
 CS1718
 CS1718.Superseded values are not recommended for survey control.
 CS1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1718.See file dsdata.txt to determine how the superseded data were derived.
 CS1718
 CS1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB589204(NAD 83)
 CS1718_MARKER: DB = BENCH MARK DISK
 CS1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1718_STAMPING: Q 932 1946 597.433
 CS1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1718+STABILITY: SURFACE MOTION
 CS1718
 CS1718  HISTORY     - Date     Condition        Report By
 CS1718  HISTORY     - 1946     MONUMENTED       CGS
 CS1718  HISTORY     - 1956     GOOD             NGS
 CS1718  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS1718  HISTORY     - 1984     GOOD             NGS
 CS1718  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1718  HISTORY     - 19910227 MARK NOT FOUND   USPSQD
 CS1718
 CS1718                          STATION DESCRIPTION
 CS1718
 CS1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1718'IN FORT WORTH.
 CS1718'ABOUT 3.6 MILES SOUTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT
 CS1718'THE SOUTH EAST CORNER OF THE INTERSECTION OF SOUTH RIVERSIDE DRIVE AND
 CS1718'GLEN GARDEN DRIVE, 129 FEET SOUTH OF THE CENTERLINE OF GLEN GARDEN, 48
 CS1718'FEET WEST OF THE CENTERLINE OF RIVERSIDE AND 2 FEET EAST OF THE WEST
 CS1718'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK STAMPED Q 932 1946 597.433
 CS1718'IN A CONCRETE POST ABOUT FLUSH.
 CS1718
 CS1718                          STATION RECOVERY (1966)
 CS1718
 CS1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1718'MARK NOT FOUND.
 CS1718
 CS1718                          STATION RECOVERY (1984)
 CS1718
 CS1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1718'RECOVERED IN GOOD CONDITION.
 CS1718
 CS1718                          STATION RECOVERY (1989)
 CS1718
 CS1718'RECOVERY NOTE BY US POWER SQUADRON 1989 (RW)
 CS1718'MARK NOT FOUND.
 CS1718
 CS1718                          STATION RECOVERY (1991)
 CS1718
 CS1718'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCS)
 CS1718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0088 ***********************************************************************
 BZ0088  DESIGNATION -  Q 933
 BZ0088  PID         -  BZ0088
 BZ0088  STATE/COUNTY-  TX/FREESTONE
 BZ0088  USGS QUAD   -  TEAGUE SOUTH (1982)
 BZ0088
 BZ0088                         *CURRENT SURVEY CONTROL
 BZ0088  ___________________________________________________________________
 BZ0088* NAD 83(1986)-  31 34 20.     (N)    096 17 05.     (W)     SCALED    
 BZ0088* NAVD 88     -       145.726  (meters)     478.10   (feet)  ADJUSTED  
 BZ0088  ___________________________________________________________________
 BZ0088  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 BZ0088  DYNAMIC HT  -         145.550 (meters)     477.53  (feet)  COMP
 BZ0088  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 BZ0088
 BZ0088  VERT ORDER  -  SECOND    CLASS 0
 BZ0088
 BZ0088.The horizontal coordinates were scaled from a topographic map and have
 BZ0088.an estimated accuracy of +/- 6 seconds.
 BZ0088
 BZ0088.The orthometric height was determined by differential leveling
 BZ0088.and adjusted by the National Geodetic Survey in June 1991..
 BZ0088
 BZ0088.The geoid height was determined by GEOID03.
 BZ0088
 BZ0088.The dynamic height is computed by dividing the NAVD 88
 BZ0088.geopotential number by the normal gravity value computed on the
 BZ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0088.degrees latitude (g = 980.6199 gals.).
 BZ0088
 BZ0088.The modeled gravity was interpolated from observed gravity values.
 BZ0088
 BZ0088;                    North         East    Units  Estimated Accuracy
 BZ0088;SPC TX C     - 3,218,240.    1,084,220.      MT  (+/- 180 meters Scaled)
 BZ0088
 BZ0088                          SUPERSEDED SURVEY CONTROL
 BZ0088
 BZ0088  NGVD 29 (??/??/92)  145.717  (m)          478.07   (f) ADJ UNCH    2 0
 BZ0088
 BZ0088.Superseded values are not recommended for survey control.
 BZ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0088.See file dsdata.txt to determine how the superseded data were derived.
 BZ0088
 BZ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV577962(NAD 83)
 BZ0088_MARKER: DB = BENCH MARK DISK
 BZ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0088_STAMPING: Q 933 1948
 BZ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0088+STABILITY: SURFACE MOTION
 BZ0088
 BZ0088  HISTORY     - Date     Condition        Report By
 BZ0088  HISTORY     - 1948     MONUMENTED       CGS
 BZ0088
 BZ0088                          STATION DESCRIPTION
 BZ0088
 BZ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0088'3.05 MI NW FROM FREESTONE.
 BZ0088'3.05 MILES NORTHWEST ALONG FARM ROAD 80 FROM THE GRADE SCHOOL AT
 BZ0088'FREESTONE, 200.0 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A
 BZ0088'FARMHOUSE, 48.4 FEET EAST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE
 BZ0088'OF THE HIGHWAY, 35.9 FEET NORTHEAST OF A MAILBOX, 22.8 FEET SOUTH OF
 BZ0088'THE CENTER OF A GATE, 1.8 FEET NORTH OF A WITNESS POST, 1.0 FOOT WEST
 BZ0088'OF A BARBED WIRE FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0088'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0167 ***********************************************************************
 BZ0167  DESIGNATION -  Q 934
 BZ0167  PID         -  BZ0167
 BZ0167  STATE/COUNTY-  TX/FREESTONE
 BZ0167  USGS QUAD   -  FAIRFIELD (1982)
 BZ0167
 BZ0167                         *CURRENT SURVEY CONTROL
 BZ0167  ___________________________________________________________________
 BZ0167* NAD 83(1986)-  31 39 27.     (N)    096 09 23.     (W)     SCALED    
 BZ0167* NAVD 88     -       124.547  (meters)     408.62   (feet)  ADJUSTED  
 BZ0167  ___________________________________________________________________
 BZ0167  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BZ0167  DYNAMIC HT  -         124.397 (meters)     408.13  (feet)  COMP
 BZ0167  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 BZ0167
 BZ0167  VERT ORDER  -  SECOND    CLASS 0
 BZ0167
 BZ0167.The horizontal coordinates were scaled from a topographic map and have
 BZ0167.an estimated accuracy of +/- 6 seconds.
 BZ0167
 BZ0167.The orthometric height was determined by differential leveling
 BZ0167.and adjusted by the National Geodetic Survey in June 1991..
 BZ0167
 BZ0167.The geoid height was determined by GEOID03.
 BZ0167
 BZ0167.The dynamic height is computed by dividing the NAVD 88
 BZ0167.geopotential number by the normal gravity value computed on the
 BZ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0167.degrees latitude (g = 980.6199 gals.).
 BZ0167
 BZ0167.The modeled gravity was interpolated from observed gravity values.
 BZ0167
 BZ0167;                    North         East    Units  Estimated Accuracy
 BZ0167;SPC TX C     - 3,228,140.    1,096,040.      MT  (+/- 180 meters Scaled)
 BZ0167
 BZ0167                          SUPERSEDED SURVEY CONTROL
 BZ0167
 BZ0167  NGVD 29 (??/??/92)  124.538  (m)          408.59   (f) ADJ UNCH    2 0
 BZ0167
 BZ0167.Superseded values are not recommended for survey control.
 BZ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0167.See file dsdata.txt to determine how the superseded data were derived.
 BZ0167
 BZ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA696059(NAD 83)
 BZ0167_MARKER: DB = BENCH MARK DISK
 BZ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0167_STAMPING: Q 934 1948
 BZ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0167+STABILITY: SURFACE MOTION
 BZ0167
 BZ0167  HISTORY     - Date     Condition        Report By
 BZ0167  HISTORY     - 1948     MONUMENTED       CGS
 BZ0167
 BZ0167                          STATION DESCRIPTION
 BZ0167
 BZ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0167'4.3 MI N FROM DEW.
 BZ0167'4.3 MILES NORTH ALONG U.S. HIGHWAY NO.75 FROM THE METHODIST CHURCH AT
 BZ0167'DEW, 82.5 FEET SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT, 47.5
 BZ0167'FEET WEST AND LEVEL WITH THE CENTER OF THE HIGHWAY, 20.0 FEET SOUTH OF
 BZ0167'THE CENTER OF A FARM DRIVE, 6.2 FEET SOUTH OF A FENCE CORNER, 1.5 FEET
 BZ0167'EAST OF A WOVEN WIRE FENCE, 1.5 FEET NORTH OF A WITNESS POST AND SET
 BZ0167'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1468 ***********************************************************************
 BZ1468  DESIGNATION -  Q 935 RESET
 BZ1468  PID         -  BZ1468
 BZ1468  STATE/COUNTY-  TX/FREESTONE
 BZ1468  USGS QUAD   -  FAIRFIELD (1982)
 BZ1468
 BZ1468                         *CURRENT SURVEY CONTROL
 BZ1468  ___________________________________________________________________
 BZ1468* NAD 83(1986)-  31 40 52.     (N)    096 12 33.     (W)     SCALED    
 BZ1468* NAVD 88     -       148.73   (meters)     488.0    (feet)  RESET     
 BZ1468  ___________________________________________________________________
 BZ1468  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 BZ1468
 BZ1468  VERT ORDER  -  THIRD
 BZ1468
 BZ1468.The horizontal coordinates were scaled from a topographic map and have
 BZ1468.an estimated accuracy of +/- 6 seconds.
 BZ1468
 BZ1468.The orthometric height was computed from unverified reset data.
 BZ1468
 BZ1468.The geoid height was determined by GEOID03.
 BZ1468
 BZ1468;                    North         East    Units  Estimated Accuracy
 BZ1468;SPC TX C     - 3,230,570.    1,090,940.      MT  (+/- 180 meters Scaled)
 BZ1468
 BZ1468                          SUPERSEDED SURVEY CONTROL
 BZ1468
 BZ1468  NGVD 29 (01/29/03)  148.72   (m)          487.9    (f) RESET       3  
 BZ1468
 BZ1468.Superseded values are not recommended for survey control.
 BZ1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1468.See file dsdata.txt to determine how the superseded data were derived.
 BZ1468
 BZ1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA645084(NAD 83)
 BZ1468_MARKER: DB = BENCH MARK DISK
 BZ1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1468_SP_SET: CONCRETE POST
 BZ1468_STAMPING: Q 935 RESET 1956
 BZ1468_MARK LOGO: CGS   
 BZ1468_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1468+STABILITY: SURFACE MOTION
 BZ1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1468+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ1468
 BZ1468  HISTORY     - Date     Condition        Report By
 BZ1468  HISTORY     - 1956     MONUMENTED       CGS
 BZ1468  HISTORY     - 20020824 GOOD             USPSQD
 BZ1468
 BZ1468                          STATION DESCRIPTION
 BZ1468
 BZ1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BZ1468'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE IN
 BZ1468'FAIRFIELD, 5.7 MILES NORTHEAST FROM THE POST OFFICE IN TEAGUE, 9 FEET
 BZ1468'WEST OF THE WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY, AND A CORNER
 BZ1468'POST, 40 FEET NORTH OF THE NORTH SIDE OF A SMALL WHITE HOUSE, AND IN
 BZ1468'THE NORTH EDGE OF THE FARM YARD, 1 FOOT SOUTH OF THE YARD FENCE.
 BZ1468
 BZ1468                          STATION RECOVERY (2002)
 BZ1468
 BZ1468'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0052 ***********************************************************************
 BZ0052  DESIGNATION -  Q 936
 BZ0052  PID         -  BZ0052
 BZ0052  STATE/COUNTY-  TX/FREESTONE
 BZ0052  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0052
 BZ0052                         *CURRENT SURVEY CONTROL
 BZ0052  ___________________________________________________________________
 BZ0052* NAD 83(1986)-  31 44 46.     (N)    096 15 03.     (W)     SCALED    
 BZ0052* NAVD 88     -       108.404  (meters)     355.66   (feet)  ADJUSTED  
 BZ0052  ___________________________________________________________________
 BZ0052  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 BZ0052  DYNAMIC HT  -         108.275 (meters)     355.23  (feet)  COMP
 BZ0052  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 BZ0052
 BZ0052  VERT ORDER  -  SECOND    CLASS 0
 BZ0052
 BZ0052.The horizontal coordinates were scaled from a topographic map and have
 BZ0052.an estimated accuracy of +/- 6 seconds.
 BZ0052
 BZ0052.The orthometric height was determined by differential leveling
 BZ0052.and adjusted by the National Geodetic Survey in June 1991..
 BZ0052
 BZ0052.The geoid height was determined by GEOID03.
 BZ0052
 BZ0052.The dynamic height is computed by dividing the NAVD 88
 BZ0052.geopotential number by the normal gravity value computed on the
 BZ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0052.degrees latitude (g = 980.6199 gals.).
 BZ0052
 BZ0052.The modeled gravity was interpolated from observed gravity values.
 BZ0052
 BZ0052;                    North         East    Units  Estimated Accuracy
 BZ0052;SPC TX C     - 3,237,620.    1,086,730.      MT  (+/- 180 meters Scaled)
 BZ0052
 BZ0052                          SUPERSEDED SURVEY CONTROL
 BZ0052
 BZ0052  NGVD 29 (??/??/92)  108.396  (m)          355.63   (f) ADJ UNCH    2 0
 BZ0052
 BZ0052.Superseded values are not recommended for survey control.
 BZ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0052.See file dsdata.txt to determine how the superseded data were derived.
 BZ0052
 BZ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA604155(NAD 83)
 BZ0052_MARKER: DB = BENCH MARK DISK
 BZ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0052_STAMPING: Q 936 1948
 BZ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0052+STABILITY: SURFACE MOTION
 BZ0052
 BZ0052  HISTORY     - Date     Condition        Report By
 BZ0052  HISTORY     - 1948     MONUMENTED       CGS
 BZ0052
 BZ0052                          STATION DESCRIPTION
 BZ0052
 BZ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0052'5.1 MI W FROM FAIRFIELD.
 BZ0052'5.1 MILES WEST ALONG FARM HIGHWAY NO.27 FROM THE JUNCTION WITH U.S.
 BZ0052'HIGHWAY NO.84 AT FAIRFIELD, 0.1 MILE EAST OF THE MOST EASTERLY OF TWO
 BZ0052'WOODEN BRIDGES OVER CANEY CREEK, 49.3 FEET SOUTH AND ABOUT 2.0 FEET
 BZ0052'ABOVE THE CENTER OF THE HIGHWAY, 10.3 FEET EAST OF A FENCE CORNER
 BZ0052'POST, 1.8 FEET WEST OF A WITNESS POST, 1.0 FOOT NORTH OF A BARB WIRE
 BZ0052'FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 BZ0052'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0678 ***********************************************************************
 BZ0678  DESIGNATION -  Q 937
 BZ0678  PID         -  BZ0678
 BZ0678  STATE/COUNTY-  TX/NAVARRO
 BZ0678  USGS QUAD   -  UNION HIGH (1965)
 BZ0678
 BZ0678                         *CURRENT SURVEY CONTROL
 BZ0678  ___________________________________________________________________
 BZ0678* NAD 83(1986)-  31 50 02.     (N)    096 36 59.     (W)     SCALED    
 BZ0678* NAVD 88     -       137.377  (meters)     450.71   (feet)  ADJUSTED  
 BZ0678  ___________________________________________________________________
 BZ0678  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0678  DYNAMIC HT  -         137.215 (meters)     450.18  (feet)  COMP
 BZ0678  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 BZ0678
 BZ0678  VERT ORDER  -  SECOND    CLASS 0
 BZ0678
 BZ0678.The horizontal coordinates were scaled from a topographic map and have
 BZ0678.an estimated accuracy of +/- 6 seconds.
 BZ0678
 BZ0678.The orthometric height was determined by differential leveling
 BZ0678.and adjusted by the National Geodetic Survey in June 1991..
 BZ0678
 BZ0678.The geoid height was determined by GEOID03.
 BZ0678
 BZ0678.The dynamic height is computed by dividing the NAVD 88
 BZ0678.geopotential number by the normal gravity value computed on the
 BZ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0678.degrees latitude (g = 980.6199 gals.).
 BZ0678
 BZ0678.The modeled gravity was interpolated from observed gravity values.
 BZ0678
 BZ0678;                    North         East    Units  Estimated Accuracy
 BZ0678;SPC TXNC     - 2,020,140.      778,320.      MT  (+/- 180 meters Scaled)
 BZ0678
 BZ0678                          SUPERSEDED SURVEY CONTROL
 BZ0678
 BZ0678  NGVD 29 (??/??/92)  137.357  (m)          450.65   (f) ADJ UNCH    2 0
 BZ0678
 BZ0678.Superseded values are not recommended for survey control.
 BZ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0678.See file dsdata.txt to determine how the superseded data were derived.
 BZ0678
 BZ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA255245(NAD 83)
 BZ0678_MARKER: DB = BENCH MARK DISK
 BZ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0678_STAMPING: Q 937 1948
 BZ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0678+STABILITY: SURFACE MOTION
 BZ0678
 BZ0678  HISTORY     - Date     Condition        Report By
 BZ0678  HISTORY     - 1948     MONUMENTED       CGS
 BZ0678  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0678
 BZ0678                          STATION DESCRIPTION
 BZ0678
 BZ0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0678'8.7 MI SE FROM DAWSON.
 BZ0678'4.15 MILES EAST ALONG FARM ROAD NO.709 FROM THE RAILROAD STATION AT
 BZ0678'DAWSON, THENCE 4.55 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT A
 BZ0678'DIRT CROSS ROAD, 136.5 FEET SOUTHWEST OF THE CENTER OF THE
 BZ0678'NORTHWEST-SOUTHEAST ROAD, 34.2 FEET SOUTHEAST AND ABOUT 1.0 FOOT BELOW
 BZ0678'THE CENTER OF THE CROSS ROAD, 7.7 FEET SOUTHEAST OF A FENCE CORNER
 BZ0678'POST, 1.8 FEET NORTHWEST OF A WITNESS POST, 1.0 FOOT NORTHEAST OF A
 BZ0678'BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0678'0.4 FOOT ABOVE GROUND.
 BZ0678
 BZ0678                          STATION RECOVERY (1965)
 BZ0678
 BZ0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0039 ***********************************************************************
 BZ0039  DESIGNATION -  Q 938 RESET 2 1959
 BZ0039  PID         -  BZ0039
 BZ0039  STATE/COUNTY-  TX/FREESTONE
 BZ0039  USGS QUAD   -  WORTHAM (1982)
 BZ0039
 BZ0039                         *CURRENT SURVEY CONTROL
 BZ0039  ___________________________________________________________________
 BZ0039* NAD 83(1986)-  31 48 19.     (N)    096 27 29.     (W)     SCALED    
 BZ0039* NAVD 88     -       134.51   (+/-2cm)     441.3    (feet)  VERTCON   
 BZ0039  ___________________________________________________________________
 BZ0039  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0039
 BZ0039  VERT ORDER  -  THIRD (See Below)
 BZ0039
 BZ0039.The horizontal coordinates were scaled from a topographic map and have
 BZ0039.an estimated accuracy of +/- 6 seconds.
 BZ0039
 BZ0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0039.The vertical order pertains to the NGVD 29 superseded value.
 BZ0039
 BZ0039.The geoid height was determined by GEOID03.
 BZ0039
 BZ0039;                    North         East    Units  Estimated Accuracy
 BZ0039;SPC TX C     - 3,243,480.    1,066,880.      MT  (+/- 180 meters Scaled)
 BZ0039
 BZ0039                          SUPERSEDED SURVEY CONTROL
 BZ0039
 BZ0039  NGVD 29 (01/29/03)  134.49   (m)          441.2    (f) RESET       3  
 BZ0039
 BZ0039.Superseded values are not recommended for survey control.
 BZ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0039.See file dsdata.txt to determine how the superseded data were derived.
 BZ0039
 BZ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA406216(NAD 83)
 BZ0039_MARKER: DB = BENCH MARK DISK
 BZ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0039_STAMPING: Q 938 RESET 2 1959
 BZ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0039+STABILITY: SURFACE MOTION
 BZ0039
 BZ0039  HISTORY     - Date     Condition        Report By
 BZ0039  HISTORY     - 1959     MONUMENTED       CGS
 BZ0039
 BZ0039                          STATION DESCRIPTION
 BZ0039
 BZ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BZ0039'0.95 MI N FROM WORTHAM.
 BZ0039'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY NO. 14 FROM THE MAIN STREET
 BZ0039'INTERSECTION IN WORTHAM, UNDER THE EAST RIGHT-OF-WAY FENCE OF THE
 BZ0039'HIGHWAY, WHICH AT THIS POINT IS AN OFF-SET RIGHT-OF-WAY LINE, 75 YARDS
 BZ0039'SOUTHEAST OF A CONCRETE CULVERT, 100 YARDS NORTHEAST OF A CONCRETE
 BZ0039'CULVERT, ABOUT 150 YARDS NORTHWEST OF A RAILROAD BRIDGE AND 18 INCHES
 BZ0039'SOUTH OF A WHITE 4 X 4 WITNESS POST.  A STANDARD DISK STAMPED Q 938
 BZ0039'RESET 2 1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0066 ***********************************************************************
 BZ0066  DESIGNATION -  Q 939
 BZ0066  PID         -  BZ0066
 BZ0066  STATE/COUNTY-  TX/FREESTONE
 BZ0066  USGS QUAD   -  WORTHAM (1982)
 BZ0066
 BZ0066                         *CURRENT SURVEY CONTROL
 BZ0066  ___________________________________________________________________
 BZ0066* NAD 83(1986)-  31 48 08.     (N)    096 29 13.     (W)     SCALED    
 BZ0066* NAVD 88     -       152.139  (meters)     499.14   (feet)  ADJUSTED  
 BZ0066  ___________________________________________________________________
 BZ0066  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0066  DYNAMIC HT  -         151.960 (meters)     498.56  (feet)  COMP
 BZ0066  MODELED GRAV-     979,455.6   (mgal)                       NAVD 88
 BZ0066
 BZ0066  VERT ORDER  -  SECOND    CLASS 0
 BZ0066
 BZ0066.The horizontal coordinates were scaled from a topographic map and have
 BZ0066.an estimated accuracy of +/- 6 seconds.
 BZ0066
 BZ0066.The orthometric height was determined by differential leveling
 BZ0066.and adjusted by the National Geodetic Survey in June 1991..
 BZ0066
 BZ0066.The geoid height was determined by GEOID03.
 BZ0066
 BZ0066.The dynamic height is computed by dividing the NAVD 88
 BZ0066.geopotential number by the normal gravity value computed on the
 BZ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0066.degrees latitude (g = 980.6199 gals.).
 BZ0066
 BZ0066.The modeled gravity was interpolated from observed gravity values.
 BZ0066
 BZ0066;                    North         East    Units  Estimated Accuracy
 BZ0066;SPC TX C     - 3,243,040.    1,064,160.      MT  (+/- 180 meters Scaled)
 BZ0066
 BZ0066                          SUPERSEDED SURVEY CONTROL
 BZ0066
 BZ0066  NGVD 29 (??/??/92)  152.121  (m)          499.08   (f) ADJ UNCH    2 0
 BZ0066
 BZ0066.Superseded values are not recommended for survey control.
 BZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0066.See file dsdata.txt to determine how the superseded data were derived.
 BZ0066
 BZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA379212(NAD 83)
 BZ0066_MARKER: DB = BENCH MARK DISK
 BZ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0066_STAMPING: Q 939 1948
 BZ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0066+STABILITY: SURFACE MOTION
 BZ0066
 BZ0066  HISTORY     - Date     Condition        Report By
 BZ0066  HISTORY     - 1948     MONUMENTED       CGS
 BZ0066  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0066
 BZ0066                          STATION DESCRIPTION
 BZ0066
 BZ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0066'1.85 MI NW FROM WORTHAM.
 BZ0066'0.25 MILE WEST ALONG A GRAVELED STREET FROM THE SOUTH ENTRANCE TO THE
 BZ0066'WORTHAM CEMETERY AT WORTHAM, THENCE 0.45 MILE NORTH ALONG A GRADED
 BZ0066'DIRT ROAD, THENCE 1.15 MILES WEST ALONG A GRADED DIRT ROAD, 209 YARDS
 BZ0066'(PACED) EAST OF THE MOST EASTERLY BRANCH OF A SMALL CREEK AND ON TOP
 BZ0066'OF THE FIRST RISE EAST OF THE CREEK, 147.0 FEET SOUTH OF THE CENTER OF
 BZ0066'AN OPEN TOP WELL IN A FARMYARD, 59.0 FEET SOUTHEAST OF THE SOUTHWEST
 BZ0066'CORNER OF A FENCE SURROUNDING A FARMYARD, 23.0 FEET WEST OF THE
 BZ0066'EXTENDED CENTER LINE OF A DRIVE LEADING TO A FARMHOUSE, 20.0 FEET
 BZ0066'SOUTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF A REFERENCE
 BZ0066'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 BZ0066'GROUND.
 BZ0066
 BZ0066                          STATION RECOVERY (2002)
 BZ0066
 BZ0066'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0495 ***********************************************************************
 AJ0495  DESIGNATION -  Q 94
 AJ0495  PID         -  AJ0495
 AJ0495  STATE/COUNTY-  TX/WEBB
 AJ0495  USGS QUAD   -  OILTON (1972)
 AJ0495
 AJ0495                         *CURRENT SURVEY CONTROL
 AJ0495  ___________________________________________________________________
 AJ0495* NAD 83(1986)-  27 26 21.     (N)    098 52 33.     (W)     SCALED    
 AJ0495* NAVD 88     -       244.252  (meters)     801.35   (feet)  ADJUSTED  
 AJ0495  ___________________________________________________________________
 AJ0495  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AJ0495  DYNAMIC HT  -         243.861 (meters)     800.07  (feet)  COMP
 AJ0495  MODELED GRAV-     979,036.1   (mgal)                       NAVD 88
 AJ0495
 AJ0495  VERT ORDER  -  FIRST     CLASS II
 AJ0495
 AJ0495.The horizontal coordinates were scaled from a topographic map and have
 AJ0495.an estimated accuracy of +/- 6 seconds.
 AJ0495
 AJ0495.The orthometric height was determined by differential leveling
 AJ0495.and adjusted by the National Geodetic Survey in June 1991..
 AJ0495
 AJ0495.The geoid height was determined by GEOID03.
 AJ0495
 AJ0495.The dynamic height is computed by dividing the NAVD 88
 AJ0495.geopotential number by the normal gravity value computed on the
 AJ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0495.degrees latitude (g = 980.6199 gals.).
 AJ0495
 AJ0495.The modeled gravity was interpolated from observed gravity values.
 AJ0495
 AJ0495;                    North         East    Units  Estimated Accuracy
 AJ0495;SPC TX S     - 5,196,440.      262,850.      MT  (+/- 180 meters Scaled)
 AJ0495
 AJ0495                          SUPERSEDED SURVEY CONTROL
 AJ0495
 AJ0495  NGVD 29 (??/??/92)  244.262  (m)          801.38   (f) ADJ UNCH    1 2
 AJ0495
 AJ0495.Superseded values are not recommended for survey control.
 AJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0495.See file dsdata.txt to determine how the superseded data were derived.
 AJ0495
 AJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR122350(NAD 83)
 AJ0495_MARKER: DB = BENCH MARK DISK
 AJ0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0495_STAMPING: Q 94 1933 801.383
 AJ0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0495+STABILITY: SURFACE MOTION
 AJ0495
 AJ0495  HISTORY     - Date     Condition        Report By
 AJ0495  HISTORY     - 1933     MONUMENTED       CGS
 AJ0495  HISTORY     - 1934     GOOD             NGS
 AJ0495
 AJ0495                          STATION DESCRIPTION
 AJ0495
 AJ0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0495'2.8 MI W FROM BRUNI.
 AJ0495'ON THE TEXAS-MEXICAN RR. AT MILE POST 46.  30 FT. N OF TRACK.
 AJ0495
 AJ0495                          STATION RECOVERY (1934)
 AJ0495
 AJ0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0076 ***********************************************************************
 BZ0076  DESIGNATION -  Q 940
 BZ0076  PID         -  BZ0076
 BZ0076  STATE/COUNTY-  TX/NAVARRO
 BZ0076  USGS QUAD   -  RICHLAND (1978)
 BZ0076
 BZ0076                         *CURRENT SURVEY CONTROL
 BZ0076  ___________________________________________________________________
 BZ0076* NAD 83(1986)-  31 56 06.     (N)    096 27 57.     (W)     SCALED    
 BZ0076* NAVD 88     -       114.894  (meters)     376.95   (feet)  ADJUSTED  
 BZ0076  ___________________________________________________________________
 BZ0076  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 BZ0076  DYNAMIC HT  -         114.760 (meters)     376.51  (feet)  COMP
 BZ0076  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 BZ0076
 BZ0076  VERT ORDER  -  SECOND    CLASS 0
 BZ0076
 BZ0076.The horizontal coordinates were scaled from a topographic map and have
 BZ0076.an estimated accuracy of +/- 6 seconds.
 BZ0076
 BZ0076.The orthometric height was determined by differential leveling
 BZ0076.and adjusted by the National Geodetic Survey in June 1991..
 BZ0076
 BZ0076.The geoid height was determined by GEOID03.
 BZ0076
 BZ0076.The dynamic height is computed by dividing the NAVD 88
 BZ0076.geopotential number by the normal gravity value computed on the
 BZ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0076.degrees latitude (g = 980.6199 gals.).
 BZ0076
 BZ0076.The modeled gravity was interpolated from observed gravity values.
 BZ0076
 BZ0076;                    North         East    Units  Estimated Accuracy
 BZ0076;SPC TXNC     - 2,031,620.      792,350.      MT  (+/- 180 meters Scaled)
 BZ0076
 BZ0076                          SUPERSEDED SURVEY CONTROL
 BZ0076
 BZ0076  NGVD 29 (??/??/92)  114.881  (m)          376.91   (f) ADJ UNCH    2 0
 BZ0076
 BZ0076.Superseded values are not recommended for survey control.
 BZ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0076.See file dsdata.txt to determine how the superseded data were derived.
 BZ0076
 BZ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA395360(NAD 83)
 BZ0076_MARKER: DB = BENCH MARK DISK
 BZ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0076_STAMPING: Q 940 1948
 BZ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0076+STABILITY: SURFACE MOTION
 BZ0076
 BZ0076  HISTORY     - Date     Condition        Report By
 BZ0076  HISTORY     - 1948     MONUMENTED       CGS
 BZ0076  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0076
 BZ0076                          STATION DESCRIPTION
 BZ0076
 BZ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0076'3.0 MI W FROM RICHLAND.
 BZ0076'1.0 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BZ0076'RICHLAND, THENCE 2.0 MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT THE
 BZ0076'WEST CORNER OF A FARMHOUSE YARD, 42.6 FEET WEST OF THE WEST CORNER OF
 BZ0076'THE FARMHOUSE, 28.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BZ0076'11.3 FEET NORTHWEST OF THE SOUTH CORNER POST OF A FENCE AROUND A SMALL
 BZ0076'GARDEN, 1.7 FEET SOUTHWEST OF THE FENCE, 1.6 FEET SOUTHEAST OF A
 BZ0076'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BZ0076'ABOVE THE GROUND.
 BZ0076
 BZ0076                          STATION RECOVERY (2002)
 BZ0076
 BZ0076'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1879 ***********************************************************************
 CS1879  DESIGNATION -  Q 941
 CS1879  PID         -  CS1879
 CS1879  STATE/COUNTY-  TX/DENTON
 CS1879  USGS QUAD   -  COLLEYVILLE (1981)
 CS1879
 CS1879                         *CURRENT SURVEY CONTROL
 CS1879  ___________________________________________________________________
 CS1879* NAD 83(1986)-  32 59 29.     (N)    097 14 04.     (W)     SCALED    
 CS1879* NAVD 88     -       198.766  (meters)     652.12   (feet)  ADJUSTED  
 CS1879  ___________________________________________________________________
 CS1879  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CS1879  DYNAMIC HT  -         198.534 (meters)     651.36  (feet)  COMP
 CS1879  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 CS1879
 CS1879  VERT ORDER  -  SECOND    CLASS 0
 CS1879
 CS1879.The horizontal coordinates were scaled from a topographic map and have
 CS1879.an estimated accuracy of +/- 6 seconds.
 CS1879
 CS1879.The orthometric height was determined by differential leveling
 CS1879.and adjusted by the National Geodetic Survey in June 1991..
 CS1879
 CS1879.The geoid height was determined by GEOID03.
 CS1879
 CS1879.The dynamic height is computed by dividing the NAVD 88
 CS1879.geopotential number by the normal gravity value computed on the
 CS1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1879.degrees latitude (g = 980.6199 gals.).
 CS1879
 CS1879.The modeled gravity was interpolated from observed gravity values.
 CS1879
 CS1879;                    North         East    Units  Estimated Accuracy
 CS1879;SPC TXNC     - 2,147,610.      718,260.      MT  (+/- 180 meters Scaled)
 CS1879
 CS1879                          SUPERSEDED SURVEY CONTROL
 CS1879
 CS1879  NGVD 29 (??/??/92)  198.752  (m)          652.07   (f) ADJ UNCH    2 0
 CS1879
 CS1879.Superseded values are not recommended for survey control.
 CS1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1879.See file dsdata.txt to determine how the superseded data were derived.
 CS1879
 CS1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB649517(NAD 83)
 CS1879_MARKER: DB = BENCH MARK DISK
 CS1879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1879_SP_SET: CULVERT
 CS1879_STAMPING: Q 941 1946
 CS1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1879
 CS1879  HISTORY     - Date     Condition        Report By
 CS1879  HISTORY     - 1946     MONUMENTED       CGS
 CS1879  HISTORY     - 1959     GOOD             NGS
 CS1879  HISTORY     - 1991     GOOD             USPSQD
 CS1879  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 CS1879  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 CS1879  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1879
 CS1879                          STATION DESCRIPTION
 CS1879
 CS1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1879'0.6 MI SW FROM ROANOKE.
 CS1879'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE TEXAS AND PACIFIC
 CS1879'RAILWAY STATION AT ROANOKE, DENTON COUNTY, AT A 4- BY 14-FOOT CONCRETE
 CS1879'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 24 FEET
 CS1879'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 FOOT HIGHER THAN THE
 CS1879'HIGHWAY.  A STANDARD DISK, STAMPED Q 941 1946.
 CS1879
 CS1879                          STATION RECOVERY (1991)
 CS1879
 CS1879'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDS)
 CS1879'RECOVERED IN GOOD CONDITION.
 CS1879
 CS1879                          STATION RECOVERY (1995)
 CS1879
 CS1879'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1879'MARK NOT FOUND.
 CS1879
 CS1879                          STATION RECOVERY (1998)
 CS1879
 CS1879'RECOVERY NOTE BY US POWER SQUADRON 1998
 CS1879'MARK NOT FOUND.
 CS1879
 CS1879                          STATION RECOVERY (2005)
 CS1879
 CS1879'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1959 ***********************************************************************
 CS1959  DESIGNATION -  Q 942
 CS1959  PID         -  CS1959
 CS1959  STATE/COUNTY-  TX/TARRANT
 CS1959  USGS QUAD   -  COLLEYVILLE (1981)
 CS1959
 CS1959                         *CURRENT SURVEY CONTROL
 CS1959  ___________________________________________________________________
 CS1959* NAD 83(1986)-  32 53 45.     (N)    097 08 42.     (W)     SCALED    
 CS1959* NAVD 88     -       190.240  (meters)     624.15   (feet)  ADJUSTED  
 CS1959  ___________________________________________________________________
 CS1959  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CS1959  DYNAMIC HT  -         190.019 (meters)     623.42  (feet)  COMP
 CS1959  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 CS1959
 CS1959  VERT ORDER  -  SECOND    CLASS 0
 CS1959
 CS1959.The horizontal coordinates were scaled from a topographic map and have
 CS1959.an estimated accuracy of +/- 6 seconds.
 CS1959
 CS1959.The orthometric height was determined by differential leveling
 CS1959.and adjusted by the National Geodetic Survey in June 1991..
 CS1959
 CS1959.The geoid height was determined by GEOID03.
 CS1959
 CS1959.The dynamic height is computed by dividing the NAVD 88
 CS1959.geopotential number by the normal gravity value computed on the
 CS1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1959.degrees latitude (g = 980.6199 gals.).
 CS1959
 CS1959.The modeled gravity was interpolated from observed gravity values.
 CS1959
 CS1959;                    North         East    Units  Estimated Accuracy
 CS1959;SPC TXNC     - 2,137,120.      726,760.      MT  (+/- 180 meters Scaled)
 CS1959
 CS1959                          SUPERSEDED SURVEY CONTROL
 CS1959
 CS1959  NGVD 29 (??/??/92)  190.225  (m)          624.10   (f) ADJ UNCH    2 0
 CS1959
 CS1959.Superseded values are not recommended for survey control.
 CS1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1959.See file dsdata.txt to determine how the superseded data were derived.
 CS1959
 CS1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB735412(NAD 83)
 CS1959_MARKER: DB = BENCH MARK DISK
 CS1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1959_STAMPING: Q 942 1946
 CS1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1959+STABILITY: SURFACE MOTION
 CS1959
 CS1959  HISTORY     - Date     Condition        Report By
 CS1959  HISTORY     - 1946     MONUMENTED       CGS
 CS1959  HISTORY     - 1957     GOOD             NGS
 CS1959  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 CS1959
 CS1959                          STATION DESCRIPTION
 CS1959
 CS1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1959'5.1 MI SW FROM GRAPEVINE.
 CS1959'5.1 MILES SOUTHWEST ALONG STATE HIGHWAY 121 FROM THE FIRST NATIONAL
 CS1959'BANK AT GRAPEVINE, TARRANT COUNTY, 100 YARDS NORTHEAST OF THE
 CS1959'T-JUNCTION OF A ROAD LEADING EAST, 69 FEET SOUTHWEST OF THE SOUTHWEST
 CS1959'CORNER OF A FRAMEHOUSE, 49.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CS1959'HIGHWAY, 14 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTHWEST OF THE
 CS1959'FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 CS1959'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 942 1946 AND SET
 CS1959'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND. NOTE--
 CS1959'IT IS ABOUT 1.3 MILES NORTHEAST OF THE CROSS ROADS IN COLLEYVILLE AND
 CS1959'ABOUT 100 YARDS NORTHEAST OF THE ENTRANCE ROAD TO BLUEBONNET HILLS
 CS1959'MEMORIAL PARK.
 CS1959
 CS1959                          STATION RECOVERY (2002)
 CS1959
 CS1959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1959'CONCRETE POST FOUND.  N32 53.754 W097 08.739 WGS-84 GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1980 ***********************************************************************
 CS1980  DESIGNATION -  Q 943
 CS1980  PID         -  CS1980
 CS1980  STATE/COUNTY-  TX/TARRANT
 CS1980  USGS QUAD   -  HURST (1981)
 CS1980
 CS1980                         *CURRENT SURVEY CONTROL
 CS1980  ___________________________________________________________________
 CS1980* NAD 83(1986)-  32 48 32.     (N)    097 12 43.     (W)     SCALED    
 CS1980* NAVD 88     -       169.803  (meters)     557.10   (feet)  ADJUSTED  
 CS1980  ___________________________________________________________________
 CS1980  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CS1980  DYNAMIC HT  -         169.606 (meters)     556.45  (feet)  COMP
 CS1980  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 CS1980
 CS1980  VERT ORDER  -  SECOND    CLASS 0
 CS1980
 CS1980.The horizontal coordinates were scaled from a topographic map and have
 CS1980.an estimated accuracy of +/- 6 seconds.
 CS1980
 CS1980.The orthometric height was determined by differential leveling
 CS1980.and adjusted by the National Geodetic Survey in June 1991..
 CS1980
 CS1980.The geoid height was determined by GEOID03.
 CS1980
 CS1980.The dynamic height is computed by dividing the NAVD 88
 CS1980.geopotential number by the normal gravity value computed on the
 CS1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1980.degrees latitude (g = 980.6199 gals.).
 CS1980
 CS1980.The modeled gravity was interpolated from observed gravity values.
 CS1980
 CS1980;                    North         East    Units  Estimated Accuracy
 CS1980;SPC TXNC     - 2,127,400.      720,610.      MT  (+/- 180 meters Scaled)
 CS1980
 CS1980                          SUPERSEDED SURVEY CONTROL
 CS1980
 CS1980  NGVD 29 (??/??/92)  169.799  (m)          557.08   (f) ADJ UNCH    2 0
 CS1980
 CS1980.Superseded values are not recommended for survey control.
 CS1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1980.See file dsdata.txt to determine how the superseded data were derived.
 CS1980
 CS1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB674315(NAD 83)
 CS1980_MARKER: DB = BENCH MARK DISK
 CS1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1980_STAMPING: Q 943 1946
 CS1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1980+STABILITY: SURFACE MOTION
 CS1980
 CS1980  HISTORY     - Date     Condition        Report By
 CS1980  HISTORY     - 1946     MONUMENTED       CGS
 CS1980  HISTORY     - 1956     GOOD             NGS
 CS1980  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1980
 CS1980                          STATION DESCRIPTION
 CS1980
 CS1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1980'3.3 MI E FROM HALTOM CITY.
 CS1980'TO REACH FROM THE MAIN HIGHWAY JUNCTION AT THE EAST SIDE OF HALTOM
 CS1980'CITY, GO EAST ON HIGHWAY NO.183, 3.3 MILES TO THE BOOTH-CALLOWAY ROAD
 CS1980'TO THE LEFT OR NORTH AND THE MARK.  THE MARK IS ABOUT 36 FEET EAST OF
 CS1980'THE ROAD NORTH, 79 FEET NORTH AND ABOUT LEVEL WITH THE CENTERLINE OF
 CS1980'THE WEST BOUND TRAFFIC LANE OF THE HIGHWAY AND 1 FOOT SOUTHWEST OF THE
 CS1980'FENCE ALONG THE FLARE AT THE NORTHEAST CORNER OF THE INTERSECTION. A
 CS1980'STANDARD DISK STAMPED Q 943 1946 IN A CONCRETE POST PROJECTING ABOUT 4
 CS1980'INCHES.
 CS1980
 CS1980                          STATION RECOVERY (1995)
 CS1980
 CS1980'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0701 ***********************************************************************
 DN0701  DESIGNATION -  Q 945
 DN0701  PID         -  DN0701
 DN0701  STATE/COUNTY-  TX/DENTON
 DN0701  USGS QUAD   -  JUSTIN (1978)
 DN0701
 DN0701                         *CURRENT SURVEY CONTROL
 DN0701  ___________________________________________________________________
 DN0701* NAD 83(1986)-  33 06 57.     (N)    097 15 13.     (W)     SCALED    
 DN0701* NAVD 88     -       216.827  (meters)     711.37   (feet)  ADJUSTED  
 DN0701  ___________________________________________________________________
 DN0701  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DN0701  DYNAMIC HT  -         216.577 (meters)     710.55  (feet)  COMP
 DN0701  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 DN0701
 DN0701  VERT ORDER  -  SECOND    CLASS 0
 DN0701
 DN0701.The horizontal coordinates were scaled from a topographic map and have
 DN0701.an estimated accuracy of +/- 6 seconds.
 DN0701
 DN0701.The orthometric height was determined by differential leveling
 DN0701.and adjusted by the National Geodetic Survey in June 1991..
 DN0701
 DN0701.The geoid height was determined by GEOID03.
 DN0701
 DN0701.The dynamic height is computed by dividing the NAVD 88
 DN0701.geopotential number by the normal gravity value computed on the
 DN0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0701.degrees latitude (g = 980.6199 gals.).
 DN0701
 DN0701.The modeled gravity was interpolated from observed gravity values.
 DN0701
 DN0701;                    North         East    Units  Estimated Accuracy
 DN0701;SPC TXNC     - 2,161,390.      716,310.      MT  (+/- 180 meters Scaled)
 DN0701
 DN0701                          SUPERSEDED SURVEY CONTROL
 DN0701
 DN0701  NGVD 29 (??/??/92)  216.800  (m)          711.28   (f) ADJ UNCH    2 0
 DN0701
 DN0701.Superseded values are not recommended for survey control.
 DN0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0701.See file dsdata.txt to determine how the superseded data were derived.
 DN0701
 DN0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB629654(NAD 83)
 DN0701_MARKER: DB = BENCH MARK DISK
 DN0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0701_STAMPING: Q 945 1946
 DN0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0701+STABILITY: SURFACE MOTION
 DN0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0701+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0701
 DN0701  HISTORY     - Date     Condition        Report By
 DN0701  HISTORY     - 1946     MONUMENTED       CGS
 DN0701  HISTORY     - 1960     GOOD             NGS
 DN0701  HISTORY     - 1985     GOOD             NGS
 DN0701  HISTORY     - 19920907 GOOD             USPSQD
 DN0701  HISTORY     - 19950629 GOOD             USPSQD
 DN0701  HISTORY     - 19980214 GOOD             USPSQD
 DN0701  HISTORY     - 20021025 GOOD             JCLS
 DN0701  HISTORY     - 20051031 GOOD             BOHAN
 DN0701
 DN0701                          STATION DESCRIPTION
 DN0701
 DN0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0701'4.2 MI NE FROM JUSTIN.
 DN0701'TO REACH FROM JUSTIN, GO EAST AND NORTHEAST ALONG F.M.ROAD NO. 407,
 DN0701'3.1 MILES TO A T ROAD NORTH.  THEN LEAVE THE HIGHWAY AND GO NORTH ON A
 DN0701'GRADED ROAD 01.1 MILES TO THE MARK ON THE LEFT.  IT IS ABOUT 18 INCHES
 DN0701'WEST OF THE WEST RIGHT-OF-WAY FENCE, 4 FEET NORTH OF A T FENCE LINE TO
 DN0701'THE WEST, IN THE SOUTHEAST CORNER OF A PASTURE.  IT IS ABOUT 100 YARDS
 DN0701'NORTH OF A FARM LANE TO THE EAST AND ABOUT 0.2 MILE NORTHWEST OF A
 DN0701'LARGE FARM HOUSE.  A STANDARD DISK STAMPED Q 945 1946 IN A CONCRETE
 DN0701'POST WHICH PROJECTS ABOUT 3 INCHES.  NOTE-- TO REACH THIS MARK FROM
 DN0701'ARGYLE.  GO WEST ON THE COUNTY ROAD ACROSS THE TRACKS, NEAR THE SOUTH
 DN0701'EDGE OF THE BUSINESS DISTRICT, 04.2 MILES TO A CROSSROADS. THEN TURN
 DN0701'LEFT AND GO SOUTH 0.2 MILE TO THE MARK ON THE RIGHT OR WEST.
 DN0701
 DN0701                          STATION RECOVERY (1985)
 DN0701
 DN0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DN0701'4.96 KM (3.1 MI) NORTHWEST ALONG FM 407 FROM THE JUNCTION WITH STATE
 DN0701'HIGHWAY 156 IN JUSTIN TO A GRAVEL ROAD TO THE LEFT. TURN LEFT AND GO
 DN0701'NORTH FOR 1.76 KM (1.1 MI) TO MARK ON THE LEFT. IT IS 12.19 METERS
 DN0701'(40.0 FT) WEST OF THE CENTER OF THE ROAD, 1.22 METERS (4.0 FT) NORTH
 DN0701'OF A FENCE CORNER AND 0.29 METER (1.0 FT) WEST OF A FENCE.
 DN0701
 DN0701                          STATION RECOVERY (1992)
 DN0701
 DN0701'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0701'RECOVERED IN GOOD CONDITION.
 DN0701
 DN0701                          STATION RECOVERY (1995)
 DN0701
 DN0701'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0701'RECOVERED IN GOOD CONDITION.
 DN0701
 DN0701                          STATION RECOVERY (1998)
 DN0701
 DN0701'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0701'RECOVERED IN GOOD CONDITION.
 DN0701
 DN0701                          STATION RECOVERY (2002)
 DN0701
 DN0701'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DN0701'RECOVERED IN GOOD CONDITION.
 DN0701
 DN0701                          STATION RECOVERY (2005)
 DN0701
 DN0701'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0708 ***********************************************************************
 DN0708  DESIGNATION -  Q 946
 DN0708  PID         -  DN0708
 DN0708  STATE/COUNTY-  TX/DENTON
 DN0708  USGS QUAD   -  ARGYLE (1973)
 DN0708
 DN0708                         *CURRENT SURVEY CONTROL
 DN0708  ___________________________________________________________________
 DN0708* NAD 83(1986)-  33 07 04.     (N)    097 09 13.     (W)     SCALED    
 DN0708* NAVD 88     -       185.404  (meters)     608.28   (feet)  ADJUSTED  
 DN0708  ___________________________________________________________________
 DN0708  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DN0708  DYNAMIC HT  -         185.191 (meters)     607.58  (feet)  COMP
 DN0708  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 DN0708
 DN0708  VERT ORDER  -  SECOND    CLASS 0
 DN0708
 DN0708.The horizontal coordinates were scaled from a topographic map and have
 DN0708.an estimated accuracy of +/- 6 seconds.
 DN0708
 DN0708.The orthometric height was determined by differential leveling
 DN0708.and adjusted by the National Geodetic Survey in June 1991..
 DN0708
 DN0708.The geoid height was determined by GEOID03.
 DN0708
 DN0708.The dynamic height is computed by dividing the NAVD 88
 DN0708.geopotential number by the normal gravity value computed on the
 DN0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0708.degrees latitude (g = 980.6199 gals.).
 DN0708
 DN0708.The modeled gravity was interpolated from observed gravity values.
 DN0708
 DN0708;                    North         East    Units  Estimated Accuracy
 DN0708;SPC TXNC     - 2,161,720.      725,640.      MT  (+/- 180 meters Scaled)
 DN0708
 DN0708                          SUPERSEDED SURVEY CONTROL
 DN0708
 DN0708  NGVD 29 (??/??/92)  185.384  (m)          608.21   (f) ADJ UNCH    2 0
 DN0708
 DN0708.Superseded values are not recommended for survey control.
 DN0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0708.See file dsdata.txt to determine how the superseded data were derived.
 DN0708
 DN0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB722658(NAD 83)
 DN0708_MARKER: DB = BENCH MARK DISK
 DN0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0708_STAMPING: Q 946 1946
 DN0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0708+STABILITY: SURFACE MOTION
 DN0708
 DN0708  HISTORY     - Date     Condition        Report By
 DN0708  HISTORY     - 1946     MONUMENTED       CGS
 DN0708  HISTORY     - 1959     GOOD             NGS
 DN0708  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0708  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0708  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0708
 DN0708                          STATION DESCRIPTION
 DN0708
 DN0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0708'2.0 MI E FROM ARGYLE.
 DN0708'2.0 MILES EAST ALONG A GRAVEL ROAD FROM THE TEXAS AND PACIFIC RAILWAY
 DN0708'STATION AT ARGYLE, DENTON COUNTY, 89 FEET NORTHWEST OF THE NORTHWEST
 DN0708'CORNER OF A CONCRETE LOW-WATER BRIDGE, 32 FEET NORTH OF THE CENTERLINE
 DN0708'OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN
 DN0708'WITNESS POST, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 DN0708'STAMPED Q 946 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DN0708'INCHES ABOVE GROUND.
 DN0708
 DN0708                          STATION RECOVERY (1995)
 DN0708
 DN0708'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0708'MARK NOT FOUND.
 DN0708
 DN0708                          STATION RECOVERY (1998)
 DN0708
 DN0708'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0708'MARK NOT FOUND.
 DN0708
 DN0708                          STATION RECOVERY (2005)
 DN0708
 DN0708'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0723 ***********************************************************************
 DN0723  DESIGNATION -  Q 947
 DN0723  PID         -  DN0723
 DN0723  STATE/COUNTY-  TX/DENTON
 DN0723  USGS QUAD   -  ARGYLE (1973)
 DN0723
 DN0723                         *CURRENT SURVEY CONTROL
 DN0723  ___________________________________________________________________
 DN0723* NAD 83(1986)-  33 06 19.     (N)    097 07 51.     (W)     SCALED    
 DN0723* NAVD 88     -       181.673  (meters)     596.04   (feet)  ADJUSTED  
 DN0723  ___________________________________________________________________
 DN0723  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DN0723  DYNAMIC HT  -         181.464 (meters)     595.35  (feet)  COMP
 DN0723  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 DN0723
 DN0723  VERT ORDER  -  SECOND    CLASS 0
 DN0723
 DN0723.The horizontal coordinates were scaled from a topographic map and have
 DN0723.an estimated accuracy of +/- 6 seconds.
 DN0723
 DN0723.The orthometric height was determined by differential leveling
 DN0723.and adjusted by the National Geodetic Survey in June 1991..
 DN0723
 DN0723.The geoid height was determined by GEOID03.
 DN0723
 DN0723.The dynamic height is computed by dividing the NAVD 88
 DN0723.geopotential number by the normal gravity value computed on the
 DN0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0723.degrees latitude (g = 980.6199 gals.).
 DN0723
 DN0723.The modeled gravity was interpolated from observed gravity values.
 DN0723
 DN0723;                    North         East    Units  Estimated Accuracy
 DN0723;SPC TXNC     - 2,160,360.      727,780.      MT  (+/- 180 meters Scaled)
 DN0723
 DN0723                          SUPERSEDED SURVEY CONTROL
 DN0723
 DN0723  NGVD 29 (??/??/92)  181.655  (m)          595.98   (f) ADJ UNCH    2 0
 DN0723
 DN0723.Superseded values are not recommended for survey control.
 DN0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0723.See file dsdata.txt to determine how the superseded data were derived.
 DN0723
 DN0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB744645(NAD 83)
 DN0723_MARKER: DB = BENCH MARK DISK
 DN0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0723_STAMPING: Q 947 1946
 DN0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0723+STABILITY: SURFACE MOTION
 DN0723
 DN0723  HISTORY     - Date     Condition        Report By
 DN0723  HISTORY     - 1946     MONUMENTED       CGS
 DN0723  HISTORY     - 1960     GOOD             NGS
 DN0723  HISTORY     - 19950705 POOR             USPSQD
 DN0723  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0723  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0723
 DN0723                          STATION DESCRIPTION
 DN0723
 DN0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0723'4.8 MI SE FROM ARGYLE.
 DN0723'TO REACH THIS MARK FROM ARGYLE.  GO EAST ON A BLACK-TOP ROAD FROM THE
 DN0723'OLD BANK BUILDING 03.3 MILES TO A CROSS-ROAD.  THEN TURN RIGHT AND GO
 DN0723'SOUTH 0.9 MILE TO THE MARK ON THE LEFT.  ABOUT 8 FEET EAST OF THE EAST
 DN0723'RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A 4 X 4 POST, 3 FEET NORTH OF A T
 DN0723'FENCE LINE LEADING EAST AND 7 FEET NORTHEAST OF A RAILROAD TIE FENCE
 DN0723'CORNER POST.  IT IS 0.2 MILE NORTH OF THE JUNCTION OF THE ROAD AND
 DN0723'F.M. ROAD 407.  A STANDARD DISK STAMPED Q 947 1946 IN A CONCRETE POST
 DN0723'PROJECTING ABOUT 6 INCHES.
 DN0723
 DN0723                          STATION RECOVERY (1995)
 DN0723
 DN0723'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0723'MARK RECOVERED IN POOR CONDITION.
 DN0723
 DN0723                          STATION RECOVERY (1998)
 DN0723
 DN0723'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0723'MARK NOT FOUND.
 DN0723
 DN0723                          STATION RECOVERY (2005)
 DN0723
 DN0723'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0315 ***********************************************************************
 DN0315  DESIGNATION -  Q 948
 DN0315  PID         -  DN0315
 DN0315  STATE/COUNTY-  TX/COLLIN
 DN0315  USGS QUAD   -  FRISCO (1981)
 DN0315
 DN0315                         *CURRENT SURVEY CONTROL
 DN0315  ___________________________________________________________________
 DN0315* NAD 83(1986)-  33 14 01.     (N)    096 49 08.     (W)     SCALED    
 DN0315* NAVD 88     -       188.680  (meters)     619.03   (feet)  ADJUSTED  
 DN0315  ___________________________________________________________________
 DN0315  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DN0315  DYNAMIC HT  -         188.475 (meters)     618.36  (feet)  COMP
 DN0315  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 DN0315
 DN0315  VERT ORDER  -  SECOND    CLASS 0
 DN0315
 DN0315.The horizontal coordinates were scaled from a topographic map and have
 DN0315.an estimated accuracy of +/- 6 seconds.
 DN0315
 DN0315.The orthometric height was determined by differential leveling
 DN0315.and adjusted by the National Geodetic Survey in June 1991..
 DN0315
 DN0315.The geoid height was determined by GEOID03.
 DN0315
 DN0315.The dynamic height is computed by dividing the NAVD 88
 DN0315.geopotential number by the normal gravity value computed on the
 DN0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0315.degrees latitude (g = 980.6199 gals.).
 DN0315
 DN0315.The modeled gravity was interpolated from observed gravity values.
 DN0315
 DN0315;                    North         East    Units  Estimated Accuracy
 DN0315;SPC TXNC     - 2,175,010.      756,660.      MT  (+/- 180 meters Scaled)
 DN0315
 DN0315                          SUPERSEDED SURVEY CONTROL
 DN0315
 DN0315  NGVD 29 (??/??/92)  188.690  (m)          619.06   (f) ADJ UNCH    2 0
 DN0315
 DN0315.Superseded values are not recommended for survey control.
 DN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0315.See file dsdata.txt to determine how the superseded data were derived.
 DN0315
 DN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB032793(NAD 83)
 DN0315_MARKER: DB = BENCH MARK DISK
 DN0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0315_STAMPING: Q 948 1946
 DN0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0315+STABILITY: SURFACE MOTION
 DN0315
 DN0315  HISTORY     - Date     Condition        Report By
 DN0315  HISTORY     - 1946     MONUMENTED       CGS
 DN0315  HISTORY     - 1985     GOOD             USPSQD
 DN0315  HISTORY     - 19910713 POOR             USPSQD
 DN0315  HISTORY     - 20051031 POOR             BOHAN
 DN0315
 DN0315                          STATION DESCRIPTION
 DN0315
 DN0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0315'0.9 MI W FROM PROSPER.
 DN0315'ABOUT 0.2 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0315'RAILROAD FROM THE STATION AT PROSPER, THENCE WEST 0.7 MILE ALONG A
 DN0315'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF
 DN0315'THE GRAVELED ROAD AND A NORTH-SOUTH DIRT ROAD, 43.0 FEET SOUTH OF AND
 DN0315'ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE GRAVELED ROAD, 26.0
 DN0315'FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 5.5 FEET SOUTHWEST OF A
 DN0315'REA POWER POLE AND 1.0 FOOT WEST OF A 4 X 4 MARKER POST.  A BRONZE
 DN0315'DISK STAMPED Q 948 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 DN0315'PROJECTS 3 INCHES ABOVE GROUND.
 DN0315
 DN0315                          STATION RECOVERY (1985)
 DN0315
 DN0315'RECOVERY NOTE BY US POWER SQUADRON 1985
 DN0315'RECOVERED IN GOOD CONDITION.
 DN0315
 DN0315                          STATION RECOVERY (1991)
 DN0315
 DN0315'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0315'MARK RECOVERED IN POOR CONDITION.
 DN0315
 DN0315                          STATION RECOVERY (2005)
 DN0315
 DN0315'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0315'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0688 ***********************************************************************
 DN0688  DESIGNATION -  Q 949
 DN0688  PID         -  DN0688
 DN0688  STATE/COUNTY-  TX/DENTON
 DN0688  USGS QUAD   -  DENTON WEST (1960)
 DN0688
 DN0688                         *CURRENT SURVEY CONTROL
 DN0688  ___________________________________________________________________
 DN0688* NAD 83(1986)-  33 13 58.     (N)    097 13 49.     (W)     SCALED    
 DN0688* NAVD 88     -       199.127  (meters)     653.30   (feet)  ADJUSTED  
 DN0688  ___________________________________________________________________
 DN0688  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DN0688  DYNAMIC HT  -         198.903 (meters)     652.57  (feet)  COMP
 DN0688  MODELED GRAV-     979,505.4   (mgal)                       NAVD 88
 DN0688
 DN0688  VERT ORDER  -  SECOND    CLASS 0
 DN0688
 DN0688.The horizontal coordinates were scaled from a topographic map and have
 DN0688.an estimated accuracy of +/- 6 seconds.
 DN0688
 DN0688.The orthometric height was determined by differential leveling
 DN0688.and adjusted by the National Geodetic Survey in June 1991..
 DN0688
 DN0688.The geoid height was determined by GEOID03.
 DN0688
 DN0688.The dynamic height is computed by dividing the NAVD 88
 DN0688.geopotential number by the normal gravity value computed on the
 DN0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0688.degrees latitude (g = 980.6199 gals.).
 DN0688
 DN0688.The modeled gravity was interpolated from observed gravity values.
 DN0688
 DN0688;                    North         East    Units  Estimated Accuracy
 DN0688;SPC TXNC     - 2,174,380.      718,330.      MT  (+/- 180 meters Scaled)
 DN0688
 DN0688                          SUPERSEDED SURVEY CONTROL
 DN0688
 DN0688  NGVD 29 (??/??/92)  199.100  (m)          653.21   (f) ADJ UNCH    2 0
 DN0688
 DN0688.Superseded values are not recommended for survey control.
 DN0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0688.See file dsdata.txt to determine how the superseded data were derived.
 DN0688
 DN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB648784(NAD 83)
 DN0688_MARKER: DB = BENCH MARK DISK
 DN0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0688_SP_SET: ABUTMENT
 DN0688_STAMPING: Q 949 1946
 DN0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0688
 DN0688  HISTORY     - Date     Condition        Report By
 DN0688  HISTORY     - 1946     MONUMENTED       CGS
 DN0688  HISTORY     - 1960     GOOD             NGS
 DN0688  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0688  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 DN0688  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0688
 DN0688                          STATION DESCRIPTION
 DN0688
 DN0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0688'3.0 MI SE FROM KRUM.
 DN0688'1.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE FARMERS AND MERCHANTS
 DN0688'STATE BANK AT KRUM, DENTON COUNTY, THENCE 1.1 MILES EAST ALONG STATE
 DN0688'HIGHWAY 24.  AT A CONCRETE BRIDGE, IN THE TOP OF THE SOUTH END OF THE
 DN0688'EAST ABUTMENT, 14 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 DN0688'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Q 949 1946.
 DN0688
 DN0688                          STATION RECOVERY (1995)
 DN0688
 DN0688'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0688'MARK NOT FOUND.
 DN0688
 DN0688                          STATION RECOVERY (1998)
 DN0688
 DN0688'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0688'MARK NOT FOUND.
 DN0688
 DN0688                          STATION RECOVERY (2005)
 DN0688
 DN0688'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0689 ***********************************************************************
 DN0689  DESIGNATION -  Q 949 RESET 1971
 DN0689  PID         -  DN0689
 DN0689  STATE/COUNTY-  TX/DENTON
 DN0689  USGS QUAD   -  DENTON WEST (1960)
 DN0689
 DN0689                         *CURRENT SURVEY CONTROL
 DN0689  ___________________________________________________________________
 DN0689* NAD 83(1986)-  33 13 58.     (N)    097 13 49.     (W)     SCALED    
 DN0689* NAVD 88     -       199.11   (+/-2cm)     653.2    (feet)  VERTCON   
 DN0689  ___________________________________________________________________
 DN0689  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DN0689
 DN0689  VERT ORDER  -  THIRD (See Below)
 DN0689
 DN0689.The horizontal coordinates were scaled from a topographic map and have
 DN0689.an estimated accuracy of +/- 6 seconds.
 DN0689
 DN0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0689.The vertical order pertains to the NGVD 29 superseded value.
 DN0689
 DN0689.The geoid height was determined by GEOID03.
 DN0689
 DN0689;                    North         East    Units  Estimated Accuracy
 DN0689;SPC TXNC     - 2,174,380.      718,330.      MT  (+/- 180 meters Scaled)
 DN0689
 DN0689                          SUPERSEDED SURVEY CONTROL
 DN0689
 DN0689  NGVD 29 (01/29/03)  199.08   (m)          653.1    (f) RESET       3  
 DN0689
 DN0689.Superseded values are not recommended for survey control.
 DN0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0689.See file dsdata.txt to determine how the superseded data were derived.
 DN0689
 DN0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB648784(NAD 83)
 DN0689_MARKER: DB = BENCH MARK DISK
 DN0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0689_SP_SET: BRIDGE
 DN0689_STAMPING: Q 949 RESET 1971
 DN0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0689
 DN0689  HISTORY     - Date     Condition        Report By
 DN0689  HISTORY     - 1971     MONUMENTED       TXHD
 DN0689  HISTORY     - 1973     GOOD             NGS
 DN0689  HISTORY     - 1979     GOOD             NGS
 DN0689  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 DN0689  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0689
 DN0689                          STATION DESCRIPTION
 DN0689
 DN0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DN0689'1.9 MI S FROM KRUM.
 DN0689'1.9 MILES SOUTH ALONG F.M. 156 FROM THE FARMERS AND MERCHANTS STATE
 DN0689'BANK AT KRUM, DENTON COUNTY, THENCE 1.1 MILES EAST ALONG STATE HIGHWAY
 DN0689'380.  AT A CONCRETE BRIDGE, IN THE TOP OF THE SOUTHEAST WING OF THE
 DN0689'EAST END OF BRIDGE, 25 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 DN0689'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Q 949 RESET 1971.
 DN0689
 DN0689                          STATION RECOVERY (1979)
 DN0689
 DN0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DN0689'RECOVERED IN GOOD CONDITION.
 DN0689
 DN0689                          STATION RECOVERY (1998)
 DN0689
 DN0689'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0689'MARK NOT FOUND.
 DN0689
 DN0689                          STATION RECOVERY (2005)
 DN0689
 DN0689'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0390 ***********************************************************************
 CR0390  DESIGNATION -  Q 95
 CR0390  PID         -  CR0390
 CR0390  STATE/COUNTY-  TX/SMITH
 CR0390  USGS QUAD   -  BULLARD (1973)
 CR0390
 CR0390                         *CURRENT SURVEY CONTROL
 CR0390  ___________________________________________________________________
 CR0390* NAD 83(1986)-  32 09 24.     (N)    095 19 54.     (W)     SCALED    
 CR0390* NAVD 88     -       146.263  (meters)     479.86   (feet)  ADJUSTED  
 CR0390  ___________________________________________________________________
 CR0390  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0390  DYNAMIC HT  -         146.090 (meters)     479.30  (feet)  COMP
 CR0390  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 CR0390
 CR0390  VERT ORDER  -  FIRST     CLASS II
 CR0390
 CR0390.The horizontal coordinates were scaled from a topographic map and have
 CR0390.an estimated accuracy of +/- 6 seconds.
 CR0390
 CR0390.The orthometric height was determined by differential leveling
 CR0390.and adjusted by the National Geodetic Survey in June 1991..
 CR0390.WARNING-Repeat measurements at this control monument indicate possible
 CR0390.vertical movement.
 CR0390
 CR0390.The geoid height was determined by GEOID03.
 CR0390
 CR0390.The dynamic height is computed by dividing the NAVD 88
 CR0390.geopotential number by the normal gravity value computed on the
 CR0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0390.degrees latitude (g = 980.6199 gals.).
 CR0390
 CR0390.The modeled gravity was interpolated from observed gravity values.
 CR0390
 CR0390;                    North         East    Units  Estimated Accuracy
 CR0390;SPC TXNC     - 2,058,840.      898,830.      MT  (+/- 180 meters Scaled)
 CR0390
 CR0390                          SUPERSEDED SURVEY CONTROL
 CR0390
 CR0390  NGVD 29 (??/??/92)  146.290  (m)          479.95   (f) ADJ UNCH    1 2
 CR0390
 CR0390.Superseded values are not recommended for survey control.
 CR0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0390.See file dsdata.txt to determine how the superseded data were derived.
 CR0390
 CR0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR801601(NAD 83)
 CR0390_MARKER: DB = BENCH MARK DISK
 CR0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0390_STAMPING: Q 95 1933 479.691
 CR0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0390+STABILITY: SURFACE MOTION
 CR0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0390+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0390
 CR0390  HISTORY     - Date     Condition        Report By
 CR0390  HISTORY     - 1933     MONUMENTED       CGS
 CR0390  HISTORY     - 1959     GOOD             NGS
 CR0390  HISTORY     - 19960420 GOOD             USPSQD
 CR0390  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0390  HISTORY     - 20050712 GOOD             USPSQD
 CR0390
 CR0390                          STATION DESCRIPTION
 CR0390
 CR0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0390'1.4 MI NW FROM BULLARD.
 CR0390'ABOUT 1.4 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0390'FROM THE POST OFFICE AT BULLARD, 2 1/2 POLES NORTHWEST OF MILEPOST
 CR0390'562, IN LINE WITH THE TELEPHONE POLES, 20 1/2 FEET NORTHEAST OF THE
 CR0390'NORTHEAST RAIL, 88 FEET NORTHWEST OF A TELEPHONE POLE, 57 FEET
 CR0390'SOUTHWEST OF THE CENTER LINE OF FARM ROAD 2493, 47 FEET EAST-SOUTHEAST
 CR0390'OF THE CENTER OF A ROAD CROSSING, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CR0390'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CR0390
 CR0390                          STATION RECOVERY (1996)
 CR0390
 CR0390'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0390'RECOVERED IN GOOD CONDITION.
 CR0390
 CR0390                          STATION RECOVERY (2004)
 CR0390
 CR0390'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0390'MARK NOT FOUND.
 CR0390
 CR0390                          STATION RECOVERY (2005)
 CR0390
 CR0390'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0390'GP IS OK BUT NO TRACE OF RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0953 ***********************************************************************
 CS0953  DESIGNATION -  Q 950
 CS0953  PID         -  CS0953
 CS0953  STATE/COUNTY-  TX/NAVARRO
 CS0953  USGS QUAD   -  CORBET (1978)
 CS0953
 CS0953                         *CURRENT SURVEY CONTROL
 CS0953  ___________________________________________________________________
 CS0953* NAD 83(1986)-  32 01 52.     (N)    096 36 37.     (W)     SCALED    
 CS0953* NAVD 88     -       135.566  (meters)     444.77   (feet)  ADJUSTED  
 CS0953  ___________________________________________________________________
 CS0953  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CS0953  DYNAMIC HT  -         135.408 (meters)     444.25  (feet)  COMP
 CS0953  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 CS0953
 CS0953  VERT ORDER  -  SECOND    CLASS 0
 CS0953
 CS0953.The horizontal coordinates were scaled from a topographic map and have
 CS0953.an estimated accuracy of +/- 6 seconds.
 CS0953
 CS0953.The orthometric height was determined by differential leveling
 CS0953.and adjusted by the National Geodetic Survey in June 1991..
 CS0953
 CS0953.The geoid height was determined by GEOID03.
 CS0953
 CS0953.The dynamic height is computed by dividing the NAVD 88
 CS0953.geopotential number by the normal gravity value computed on the
 CS0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0953.degrees latitude (g = 980.6199 gals.).
 CS0953
 CS0953.The modeled gravity was interpolated from observed gravity values.
 CS0953
 CS0953;                    North         East    Units  Estimated Accuracy
 CS0953;SPC TXNC     - 2,042,020.      778,500.      MT  (+/- 180 meters Scaled)
 CS0953
 CS0953                          SUPERSEDED SURVEY CONTROL
 CS0953
 CS0953  NGVD 29 (??/??/92)  135.552  (m)          444.72   (f) ADJ UNCH    2 0
 CS0953
 CS0953.Superseded values are not recommended for survey control.
 CS0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0953.See file dsdata.txt to determine how the superseded data were derived.
 CS0953
 CS0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA256463(NAD 83)
 CS0953_MARKER: DB = BENCH MARK DISK
 CS0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0953_STAMPING: Q 950 1946
 CS0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0953+STABILITY: SURFACE MOTION
 CS0953
 CS0953  HISTORY     - Date     Condition        Report By
 CS0953  HISTORY     - 1946     MONUMENTED       CGS
 CS0953  HISTORY     - 1965     GOOD             USGS
 CS0953
 CS0953                          STATION DESCRIPTION
 CS0953
 CS0953'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CS0953'4.2 MI E FROM DRESDEN.
 CS0953'TO REACH FROM DRESDEN, GO EAST ALONG FM ROAD 744 FOR 4.2 MILES TO A
 CS0953'T-ROAD RIGHT.  BENCH MARK IS 36 FT. NORTH OF THE T-ROAD AND IN THE
 CS0953'FRONT YARD OF A HOUSE.  A BRONZE DISK STAMPED Q-950, 1946 SET IN TOP
 CS0953'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0637 ***********************************************************************
 BZ0637  DESIGNATION -  Q 951
 BZ0637  PID         -  BZ0637
 BZ0637  STATE/COUNTY-  TX/NAVARRO
 BZ0637  USGS QUAD   -  DAWSON (1978)
 BZ0637
 BZ0637                         *CURRENT SURVEY CONTROL
 BZ0637  ___________________________________________________________________
 BZ0637* NAD 83(1986)-  31 56 18.     (N)    096 42 42.     (W)     SCALED    
 BZ0637* NAVD 88     -       138.371  (meters)     453.97   (feet)  ADJUSTED  
 BZ0637  ___________________________________________________________________
 BZ0637  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BZ0637  DYNAMIC HT  -         138.208 (meters)     453.44  (feet)  COMP
 BZ0637  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 BZ0637
 BZ0637  VERT ORDER  -  SECOND    CLASS 0
 BZ0637
 BZ0637.The horizontal coordinates were scaled from a topographic map and have
 BZ0637.an estimated accuracy of +/- 6 seconds.
 BZ0637
 BZ0637.The orthometric height was determined by differential leveling
 BZ0637.and adjusted by the National Geodetic Survey in June 1991..
 BZ0637
 BZ0637.The geoid height was determined by GEOID03.
 BZ0637
 BZ0637.The dynamic height is computed by dividing the NAVD 88
 BZ0637.geopotential number by the normal gravity value computed on the
 BZ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0637.degrees latitude (g = 980.6199 gals.).
 BZ0637
 BZ0637.The modeled gravity was interpolated from observed gravity values.
 BZ0637
 BZ0637;                    North         East    Units  Estimated Accuracy
 BZ0637;SPC TXNC     - 2,031,570.      769,100.      MT  (+/- 180 meters Scaled)
 BZ0637
 BZ0637                          SUPERSEDED SURVEY CONTROL
 BZ0637
 BZ0637  NGVD 29 (??/??/92)  138.344  (m)          453.88   (f) ADJ UNCH    2 0
 BZ0637
 BZ0637.Superseded values are not recommended for survey control.
 BZ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0637.See file dsdata.txt to determine how the superseded data were derived.
 BZ0637
 BZ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA163358(NAD 83)
 BZ0637_MARKER: DB = BENCH MARK DISK
 BZ0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0637_STAMPING: Q 951 1946
 BZ0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0637+STABILITY: SURFACE MOTION
 BZ0637
 BZ0637  HISTORY     - Date     Condition        Report By
 BZ0637  HISTORY     - 1946     MONUMENTED       CGS
 BZ0637  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0637
 BZ0637                          STATION DESCRIPTION
 BZ0637
 BZ0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0637'3.7 MI NE FROM DAWSON.
 BZ0637'TO REACH FROM THE HIGH SCHOOL BUILDING AT DAWSON GO EAST 0.2 MILE
 BZ0637'ALONG A GRAVELED STREET, THENCE NORTH 1.7 MILES ALONG A GRADED DIRT
 BZ0637'ROAD, THENCE EAST 1.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTH 0.2
 BZ0637'MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 31.0 FEET
 BZ0637'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 86.7 FEET
 BZ0637'SOUTH OF AN EAST-WEST FENCE LINE, 22.7 FEET EAST OF A TWELVE INCH ELM
 BZ0637'TREE, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT NORTH OF A 4 X 4 IN.
 BZ0637'MARKER POST.  A BRONZE DISK STAMPED Q 951 1946 SET IN THE TOP OF A
 BZ0637'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 BZ0637
 BZ0637                          STATION RECOVERY (2002)
 BZ0637
 BZ0637'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 BZ0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0874 ***********************************************************************
 CS0874  DESIGNATION -  Q 952
 CS0874  PID         -  CS0874
 CS0874  STATE/COUNTY-  TX/NAVARRO
 CS0874  USGS QUAD   -  EMHOUSE (1978)
 CS0874
 CS0874                         *CURRENT SURVEY CONTROL
 CS0874  ___________________________________________________________________
 CS0874* NAD 83(1986)-  32 12 08.     (N)    096 36 00.     (W)     SCALED    
 CS0874* NAVD 88     -       130.667  (meters)     428.70   (feet)  ADJUSTED  
 CS0874  ___________________________________________________________________
 CS0874  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CS0874  DYNAMIC HT  -         130.515 (meters)     428.20  (feet)  COMP
 CS0874  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 CS0874
 CS0874  VERT ORDER  -  SECOND    CLASS 0
 CS0874
 CS0874.The horizontal coordinates were scaled from a topographic map and have
 CS0874.an estimated accuracy of +/- 6 seconds.
 CS0874
 CS0874.The orthometric height was determined by differential leveling
 CS0874.and adjusted by the National Geodetic Survey in June 1991..
 CS0874
 CS0874.The geoid height was determined by GEOID03.
 CS0874
 CS0874.The dynamic height is computed by dividing the NAVD 88
 CS0874.geopotential number by the normal gravity value computed on the
 CS0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0874.degrees latitude (g = 980.6199 gals.).
 CS0874
 CS0874.The modeled gravity was interpolated from observed gravity values.
 CS0874
 CS0874;                    North         East    Units  Estimated Accuracy
 CS0874;SPC TXNC     - 2,061,010.      779,130.      MT  (+/- 180 meters Scaled)
 CS0874
 CS0874                          SUPERSEDED SURVEY CONTROL
 CS0874
 CS0874  NGVD 29 (??/??/92)  130.661  (m)          428.68   (f) ADJ UNCH    2 0
 CS0874
 CS0874.Superseded values are not recommended for survey control.
 CS0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0874.See file dsdata.txt to determine how the superseded data were derived.
 CS0874
 CS0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA262653(NAD 83)
 CS0874_MARKER: DB = BENCH MARK DISK
 CS0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0874_STAMPING: Q 952 1946
 CS0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0874+STABILITY: SURFACE MOTION
 CS0874
 CS0874  HISTORY     - Date     Condition        Report By
 CS0874  HISTORY     - 1946     MONUMENTED       CGS
 CS0874
 CS0874                          STATION DESCRIPTION
 CS0874
 CS0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0874'3.0 MI NW FROM EMHOUSE.
 CS0874'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0874'EMHOUSE GO NORTHWEST 3.0 MILES ALONG A PAVED ROAD TO SITE OF MARK,
 CS0874'BENCH MARK IS ABOUT 100 YARDS NORTHEAST OF THE FT. WORTH AND DENVER
 CS0874'CITY RAILROAD TRACK, 75.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT LOWER
 CS0874'THAN THE CENTER LINE OF THE PAVED ROAD, 19.0 FEET NORTH OF AND ABOUT
 CS0874'LEVEL WITH THE CENTER LINE OF A NORTHEAST-SOUTHWEST DIRT ROAD, 33.5
 CS0874'FEET SOUTHWEST OF A FENCE CORNER, 2.0 FEET NORTHWEST OF A FENCE AND
 CS0874'1.0 FOOT EAST OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED Q
 CS0874'952 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 CS0874'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0896 ***********************************************************************
 CS0896  DESIGNATION -  Q 953
 CS0896  PID         -  CS0896
 CS0896  STATE/COUNTY-  TX/ELLIS
 CS0896  USGS QUAD   -  AVALON (1976)
 CS0896
 CS0896                         *CURRENT SURVEY CONTROL
 CS0896  ___________________________________________________________________
 CS0896* NAD 83(1986)-  32 11 59.     (N)    096 48 04.     (W)     SCALED    
 CS0896* NAVD 88     -       155.356  (meters)     509.70   (feet)  ADJUSTED  
 CS0896  ___________________________________________________________________
 CS0896  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CS0896  DYNAMIC HT  -         155.172 (meters)     509.09  (feet)  COMP
 CS0896  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 CS0896
 CS0896  VERT ORDER  -  SECOND    CLASS 0
 CS0896
 CS0896.The horizontal coordinates were scaled from a topographic map and have
 CS0896.an estimated accuracy of +/- 6 seconds.
 CS0896
 CS0896.The orthometric height was determined by differential leveling
 CS0896.and adjusted by the National Geodetic Survey in June 1991..
 CS0896
 CS0896.The geoid height was determined by GEOID03.
 CS0896
 CS0896.The dynamic height is computed by dividing the NAVD 88
 CS0896.geopotential number by the normal gravity value computed on the
 CS0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0896.degrees latitude (g = 980.6199 gals.).
 CS0896
 CS0896.The modeled gravity was interpolated from observed gravity values.
 CS0896
 CS0896;                    North         East    Units  Estimated Accuracy
 CS0896;SPC TXNC     - 2,060,410.      760,180.      MT  (+/- 180 meters Scaled)
 CS0896
 CS0896                          SUPERSEDED SURVEY CONTROL
 CS0896
 CS0896  NGVD 29 (??/??/92)  155.343  (m)          509.65   (f) ADJ UNCH    2 0
 CS0896
 CS0896.Superseded values are not recommended for survey control.
 CS0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0896.See file dsdata.txt to determine how the superseded data were derived.
 CS0896
 CS0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA072646(NAD 83)
 CS0896_MARKER: DB = BENCH MARK DISK
 CS0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0896_STAMPING: Q 953 1946
 CS0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0896+STABILITY: SURFACE MOTION
 CS0896
 CS0896  HISTORY     - Date     Condition        Report By
 CS0896  HISTORY     - 1946     MONUMENTED       CGS
 CS0896
 CS0896                          STATION DESCRIPTION
 CS0896
 CS0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0896'0.7 MI W FROM AVALON.
 CS0896'TO REACH FROM THE POST OFFICE AT AVALON GO WESTERLY 0.7 MILE ALONG
 CS0896'STATE HIGHWAY NO. 34 TO SITE OF MARK, BENCH MARK IS 52.0 FEET
 CS0896'SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 30.0
 CS0896'FEET SOUTHWEST OF A DRAINAGE DITCH, 1.0 FOOT NORTHEAST OF A HIGHWAY
 CS0896'RIGHT OF WAY MARKER POST AND 1.0 FOOT SOUTHWEST OF A 4 IN. X 4 IN.
 CS0896'MARKER POST.  A BRONZE DISK STAMPED Q 953 1946 SET IN THE TOP OF A
 CS0896'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0821 ***********************************************************************
 CS0821  DESIGNATION -  Q 954
 CS0821  PID         -  CS0821
 CS0821  STATE/COUNTY-  TX/NAVARRO
 CS0821  USGS QUAD   -  EMHOUSE (1978)
 CS0821
 CS0821                         *CURRENT SURVEY CONTROL
 CS0821  ___________________________________________________________________
 CS0821* NAD 83(1986)-  32 10 33.     (N)    096 35 01.     (W)     SCALED    
 CS0821* NAVD 88     -       138.641  (meters)     454.86   (feet)  ADJUSTED  
 CS0821  ___________________________________________________________________
 CS0821  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CS0821  DYNAMIC HT  -         138.480 (meters)     454.33  (feet)  COMP
 CS0821  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 CS0821
 CS0821  VERT ORDER  -  SECOND    CLASS 0
 CS0821
 CS0821.The horizontal coordinates were scaled from a topographic map and have
 CS0821.an estimated accuracy of +/- 6 seconds.
 CS0821
 CS0821.The orthometric height was determined by differential leveling
 CS0821.and adjusted by the National Geodetic Survey in June 1991..
 CS0821
 CS0821.The geoid height was determined by GEOID03.
 CS0821
 CS0821.The dynamic height is computed by dividing the NAVD 88
 CS0821.geopotential number by the normal gravity value computed on the
 CS0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0821.degrees latitude (g = 980.6199 gals.).
 CS0821
 CS0821.The modeled gravity was interpolated from observed gravity values.
 CS0821
 CS0821;                    North         East    Units  Estimated Accuracy
 CS0821;SPC TXNC     - 2,058,110.      780,730.      MT  (+/- 180 meters Scaled)
 CS0821
 CS0821                          SUPERSEDED SURVEY CONTROL
 CS0821
 CS0821  NGVD 29 (??/??/92)  138.636  (m)          454.84   (f) ADJ UNCH    2 0
 CS0821
 CS0821.Superseded values are not recommended for survey control.
 CS0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0821.See file dsdata.txt to determine how the superseded data were derived.
 CS0821
 CS0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA278624(NAD 83)
 CS0821_MARKER: DB = BENCH MARK DISK
 CS0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0821_STAMPING: Q 954 1946
 CS0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0821+STABILITY: SURFACE MOTION
 CS0821
 CS0821  HISTORY     - Date     Condition        Report By
 CS0821  HISTORY     - 1946     MONUMENTED       CGS
 CS0821
 CS0821                          STATION DESCRIPTION
 CS0821
 CS0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0821'1.0 MI NW FROM EMHOUSE.
 CS0821'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0821'EMHOUSE GO NORTHWESTERLY 1.0 MILE ALONG A PAVED ROAD TO SITE OF MARK,
 CS0821'BENCH MARK IS 39.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT HIGHER THAN
 CS0821'THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTHWEST OF A FENCE AND 1.0
 CS0821'FOOT SOUTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED Q
 CS0821'954 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 CS0821'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0836 ***********************************************************************
 CS0836  DESIGNATION -  Q 955
 CS0836  PID         -  CS0836
 CS0836  STATE/COUNTY-  TX/ELLIS
 CS0836  USGS QUAD   -  FORRESTON (1978)
 CS0836
 CS0836                         *CURRENT SURVEY CONTROL
 CS0836  ___________________________________________________________________
 CS0836* NAD 83(1986)-  32 19 08.     (N)    096 45 05.     (W)     SCALED    
 CS0836* NAVD 88     -       138.919  (meters)     455.77   (feet)  ADJUSTED  
 CS0836  ___________________________________________________________________
 CS0836  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CS0836  DYNAMIC HT  -         138.755 (meters)     455.23  (feet)  COMP
 CS0836  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 CS0836
 CS0836  VERT ORDER  -  SECOND    CLASS 0
 CS0836
 CS0836.The horizontal coordinates were scaled from a topographic map and have
 CS0836.an estimated accuracy of +/- 6 seconds.
 CS0836
 CS0836.The orthometric height was determined by differential leveling
 CS0836.and adjusted by the National Geodetic Survey in June 1991..
 CS0836
 CS0836.The geoid height was determined by GEOID03.
 CS0836
 CS0836.The dynamic height is computed by dividing the NAVD 88
 CS0836.geopotential number by the normal gravity value computed on the
 CS0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0836.degrees latitude (g = 980.6199 gals.).
 CS0836
 CS0836.The modeled gravity was interpolated from observed gravity values.
 CS0836
 CS0836;                    North         East    Units  Estimated Accuracy
 CS0836;SPC TXNC     - 2,073,700.      764,640.      MT  (+/- 180 meters Scaled)
 CS0836
 CS0836                          SUPERSEDED SURVEY CONTROL
 CS0836
 CS0836  NGVD 29 (??/??/92)  138.912  (m)          455.75   (f) ADJ UNCH    2 0
 CS0836
 CS0836.Superseded values are not recommended for survey control.
 CS0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0836.See file dsdata.txt to determine how the superseded data were derived.
 CS0836
 CS0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA116780(NAD 83)
 CS0836_MARKER: DB = BENCH MARK DISK
 CS0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0836_SP_SET: CULVERT
 CS0836_STAMPING: Q 955 1946
 CS0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0836
 CS0836  HISTORY     - Date     Condition        Report By
 CS0836  HISTORY     - 1946     MONUMENTED       CGS
 CS0836  HISTORY     - 1962     POOR             USGS
 CS0836  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0836
 CS0836                          STATION DESCRIPTION
 CS0836
 CS0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0836'1.3 MI SE FROM REAGOR SPRINGS.
 CS0836'ABOUT 1.3 MILES SOUTHEAST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0836'FROM THE STATION AT REAGOR SPRINGS, ABOUT 40 YARDS NORTHWEST OF A ROAD
 CS0836'CROSSING, 20.0 FEET SOUTHWEST OF AND ABOUT 7.0 FEET LOWER THAN THE
 CS0836'CENTER LINE OF THE TRACK, ON TOP OF THE NORTHWEST END OF THE SOUTHWEST
 CS0836'HEADWALL OF A CONCRETE CULVERT.  A BRONZE DISK STAMPED Q 955 1946 SET
 CS0836'IN A DRILL HOLE IN CONCRETE.
 CS0836
 CS0836                          STATION RECOVERY (1962)
 CS0836
 CS0836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0836'MARK RECOVERED IN POOR CONDITION.
 CS0836
 CS0836                          STATION RECOVERY (2002)
 CS0836
 CS0836'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0793 ***********************************************************************
 CS0793  DESIGNATION -  Q 956 RESET 1956
 CS0793  PID         -  CS0793
 CS0793  STATE/COUNTY-  TX/ELLIS
 CS0793  USGS QUAD   -  PALMER (1978)
 CS0793
 CS0793                         *CURRENT SURVEY CONTROL
 CS0793  ___________________________________________________________________
 CS0793* NAD 83(1986)-  32 23 48.     (N)    096 39 14.     (W)     SCALED    
 CS0793* NAVD 88     -       138.56   (+/-2cm)     454.6    (feet)  VERTCON   
 CS0793  ___________________________________________________________________
 CS0793  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CS0793
 CS0793  VERT ORDER  -  THIRD (See Below)
 CS0793
 CS0793.The horizontal coordinates were scaled from a topographic map and have
 CS0793.an estimated accuracy of +/- 6 seconds.
 CS0793
 CS0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0793.The vertical order pertains to the NGVD 29 superseded value.
 CS0793
 CS0793.The geoid height was determined by GEOID03.
 CS0793
 CS0793;                    North         East    Units  Estimated Accuracy
 CS0793;SPC TXNC     - 2,082,480.      773,670.      MT  (+/- 180 meters Scaled)
 CS0793
 CS0793                          SUPERSEDED SURVEY CONTROL
 CS0793
 CS0793  NGVD 29 (01/29/03)  138.56   (m)          454.6    (f) RESET       3  
 CS0793
 CS0793.Superseded values are not recommended for survey control.
 CS0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0793.See file dsdata.txt to determine how the superseded data were derived.
 CS0793
 CS0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA206868(NAD 83)
 CS0793_MARKER: DB = BENCH MARK DISK
 CS0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0793_STAMPING: Q 956 RESET 1956
 CS0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0793+STABILITY: SURFACE MOTION
 CS0793
 CS0793  HISTORY     - Date     Condition        Report By
 CS0793  HISTORY     - 1956     MONUMENTED       CGS
 CS0793  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0793
 CS0793                          STATION DESCRIPTION
 CS0793
 CS0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS0793'2.5 MI S FROM PALMER.
 CS0793'2.5 MILES SOUTH OF THE T. AND P.R.R. STATION AT PALMER, ALONG U.S.
 CS0793'HIGHWAY NO.75, ABOUT 22 YARDS WEST OF THE CENTERLINE OF THE WEST
 CS0793'TRAFFIC LANE OF THE HIGHWAY, 35 YARDS SOUTHWEST OF A CONCRETE CULVERT,
 CS0793'2 FEET NORTH OF A 3 X 4 WITNESS POST AND IN THE APPROXIMATE WEST
 CS0793'RIGHT-OF-WAY LINE OF THE HIGHWAY.  A STANDARD DISK STAMPED Q 956 RESET
 CS0793'1956 SET IN A CONCRETE MONUMENT WHICH IS ABOUT FLUSH.
 CS0793
 CS0793                          STATION RECOVERY (1962)
 CS0793
 CS0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0811 ***********************************************************************
 CS0811  DESIGNATION -  Q 958
 CS0811  PID         -  CS0811
 CS0811  STATE/COUNTY-  TX/ELLIS
 CS0811  USGS QUAD   -  BRISTOL (1962)
 CS0811
 CS0811                         *CURRENT SURVEY CONTROL
 CS0811  ___________________________________________________________________
 CS0811* NAD 83(1986)-  32 28 44.     (N)    096 31 05.     (W)     SCALED    
 CS0811* NAVD 88     -       104.406  (meters)     342.54   (feet)  ADJUSTED  
 CS0811  ___________________________________________________________________
 CS0811  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CS0811  DYNAMIC HT  -         104.288 (meters)     342.15  (feet)  COMP
 CS0811  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 CS0811
 CS0811  VERT ORDER  -  SECOND    CLASS 0
 CS0811
 CS0811.The horizontal coordinates were scaled from a topographic map and have
 CS0811.an estimated accuracy of +/- 6 seconds.
 CS0811
 CS0811.The orthometric height was determined by differential leveling
 CS0811.and adjusted by the National Geodetic Survey in June 1991..
 CS0811
 CS0811.The geoid height was determined by GEOID03.
 CS0811
 CS0811.The dynamic height is computed by dividing the NAVD 88
 CS0811.geopotential number by the normal gravity value computed on the
 CS0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0811.degrees latitude (g = 980.6199 gals.).
 CS0811
 CS0811.The modeled gravity was interpolated from observed gravity values.
 CS0811
 CS0811;                    North         East    Units  Estimated Accuracy
 CS0811;SPC TXNC     - 2,091,830.      786,280.      MT  (+/- 180 meters Scaled)
 CS0811
 CS0811                          SUPERSEDED SURVEY CONTROL
 CS0811
 CS0811  NGVD 29 (??/??/92)  104.419  (m)          342.58   (f) ADJ UNCH    2 0
 CS0811
 CS0811.Superseded values are not recommended for survey control.
 CS0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0811.See file dsdata.txt to determine how the superseded data were derived.
 CS0811
 CS0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA332962(NAD 83)
 CS0811_MARKER: DB = BENCH MARK DISK
 CS0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0811_STAMPING: Q 958 1946
 CS0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0811+STABILITY: SURFACE MOTION
 CS0811
 CS0811  HISTORY     - Date     Condition        Report By
 CS0811  HISTORY     - 1946     MONUMENTED       CGS
 CS0811
 CS0811                          STATION DESCRIPTION
 CS0811
 CS0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0811'4.0 MI NE FROM BRISTOL.
 CS0811'TO REACH THE MARK FROM THE BRISTOL SCHOOL BUILDING GO NORTHWEST 0.2
 CS0811'MILES, THENCE NORTHEAST 1.6 MILES, THENCE EAST 1.9 MILES, THENCE NORTH
 CS0811'0.3 MILES ALONG GRAVEL SURFACED AND UNIMPROVED ROADS TO THE SITE OF
 CS0811'THE MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A STEEL BRIDGE OVER
 CS0811'RED OAK CREEK, ABOUT 0.1 MILE NORTH OF A FARMHOUSE, 24.5 FEET SOUTH OF
 CS0811'A 24 INCH PECAN TREE, 18 FEET EAST OF AND LEVEL WITH THE CENTER LINE
 CS0811'OF THE ROAD, 13 FEET NORTH OF AN 18 INCH HACKBERRY TREE, 1 FOOT EAST
 CS0811'OF A 4 X 4 MARKER POST.  A BRONZE DISC SET IN THE TOP OF A CONCRETE
 CS0811'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0223 ***********************************************************************
 CS0223  DESIGNATION -  Q 959
 CS0223  PID         -  CS0223
 CS0223  STATE/COUNTY-  TX/KAUFMAN
 CS0223  USGS QUAD   -  SCURRY (1973)
 CS0223
 CS0223                         *CURRENT SURVEY CONTROL
 CS0223  ___________________________________________________________________
 CS0223* NAD 83(1986)-  32 36 45.     (N)    096 27 04.     (W)     SCALED    
 CS0223* NAVD 88     -       112.083  (meters)     367.73   (feet)  ADJUSTED  
 CS0223  ___________________________________________________________________
 CS0223  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0223  DYNAMIC HT  -         111.958 (meters)     367.32  (feet)  COMP
 CS0223  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 CS0223
 CS0223  VERT ORDER  -  SECOND    CLASS 0
 CS0223
 CS0223.The horizontal coordinates were scaled from a topographic map and have
 CS0223.an estimated accuracy of +/- 6 seconds.
 CS0223
 CS0223.The orthometric height was determined by differential leveling
 CS0223.and adjusted by the National Geodetic Survey in June 1991..
 CS0223
 CS0223.The geoid height was determined by GEOID03.
 CS0223
 CS0223.The dynamic height is computed by dividing the NAVD 88
 CS0223.geopotential number by the normal gravity value computed on the
 CS0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0223.degrees latitude (g = 980.6199 gals.).
 CS0223
 CS0223.The modeled gravity was interpolated from observed gravity values.
 CS0223
 CS0223;                    North         East    Units  Estimated Accuracy
 CS0223;SPC TXNC     - 2,106,760.      792,280.      MT  (+/- 180 meters Scaled)
 CS0223
 CS0223                          SUPERSEDED SURVEY CONTROL
 CS0223
 CS0223  NGVD 29 (??/??/92)  112.097  (m)          367.77   (f) ADJ UNCH    2 0
 CS0223
 CS0223.Superseded values are not recommended for survey control.
 CS0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0223.See file dsdata.txt to determine how the superseded data were derived.
 CS0223
 CS0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB391111(NAD 83)
 CS0223_MARKER: DB = BENCH MARK DISK
 CS0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0223_SP_SET: ABUTMENT
 CS0223_STAMPING: Q 959 1946
 CS0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0223
 CS0223  HISTORY     - Date     Condition        Report By
 CS0223  HISTORY     - 1946     MONUMENTED       CGS
 CS0223
 CS0223                          STATION DESCRIPTION
 CS0223
 CS0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0223'1.1 MI SE FROM CRANDALL.
 CS0223'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0223'CRANDALL, GO EAST 1 BLOCK, THENCE SOUTHEAST 1.1 MILES ALONG A GRAVEL
 CS0223'ROAD TO THE SITE OF THE MARK.  THE BENCH MARK IS IN THE TOP OF THE
 CS0223'EAST END OF THE NORTH ABUTMENT OF THE BRIDGE OVER LITTLE BUFFALO
 CS0223'CREEK, 10 FEET EAST OF AND 1 FOOT LOWER THAN THE CENTER LINE OF THE
 CS0223'ROAD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0826 ***********************************************************************
 CR0826  DESIGNATION -  Q 96 RESET 1958
 CR0826  PID         -  CR0826
 CR0826  STATE/COUNTY-  TX/RAINS
 CR0826  USGS QUAD   -  ALBA (1981)
 CR0826
 CR0826                         *CURRENT SURVEY CONTROL
 CR0826  ___________________________________________________________________
 CR0826* NAD 83(1986)-  32 48 43.     (N)    095 39 51.     (W)     SCALED    
 CR0826* NAVD 88     -       144.633  (meters)     474.52   (feet)  ADJUSTED  
 CR0826  ___________________________________________________________________
 CR0826  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CR0826  DYNAMIC HT  -         144.471 (meters)     473.99  (feet)  COMP
 CR0826  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 CR0826
 CR0826  VERT ORDER  -  FIRST     CLASS II
 CR0826
 CR0826.The horizontal coordinates were scaled from a topographic map and have
 CR0826.an estimated accuracy of +/- 6 seconds.
 CR0826
 CR0826.The orthometric height was determined by differential leveling
 CR0826.and adjusted by the National Geodetic Survey in June 1991..
 CR0826
 CR0826.The geoid height was determined by GEOID03.
 CR0826
 CR0826.The dynamic height is computed by dividing the NAVD 88
 CR0826.geopotential number by the normal gravity value computed on the
 CR0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0826.degrees latitude (g = 980.6199 gals.).
 CR0826
 CR0826.The modeled gravity was interpolated from observed gravity values.
 CR0826
 CR0826;                    North         East    Units  Estimated Accuracy
 CR0826;SPC TXNC     - 2,130,580.      865,520.      MT  (+/- 180 meters Scaled)
 CR0826
 CR0826                          SUPERSEDED SURVEY CONTROL
 CR0826
 CR0826  NGVD 29 (??/??/92)  144.652  (m)          474.58   (f) ADJ UNCH    1 2
 CR0826
 CR0826.Superseded values are not recommended for survey control.
 CR0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0826.See file dsdata.txt to determine how the superseded data were derived.
 CR0826
 CR0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS505335(NAD 83)
 CR0826_MARKER: DB = BENCH MARK DISK
 CR0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0826_STAMPING: Q 96 RESET 1958
 CR0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0826+STABILITY: SURFACE MOTION
 CR0826
 CR0826  HISTORY     - Date     Condition        Report By
 CR0826  HISTORY     - 1958     MONUMENTED       CGS
 CR0826  HISTORY     - 1959     GOOD             NGS
 CR0826  HISTORY     - 19950808 GOOD             USPSQD
 CR0826  HISTORY     - 20040605 GOOD             USPSQD
 CR0826
 CR0826                          STATION DESCRIPTION
 CR0826
 CR0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0826'2.25 MI NW FROM ALBA.
 CR0826'ABOUT 2.25 MILES NORTHWEST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE
 CR0826'AT ALBA, ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF A DIRT ROAD
 CR0826'LEADING SOUTHWEST, 47 FEET SOUTHWEST OF THE CENTER LINE OF AN OLD
 CR0826'RAILROAD GRADE, 16.8 FEET SOUTHEAST OF A 12-INCH OAK TREE, 6 1/2 FEET
 CR0826'NORTH OF A BRACED TELEPHONE POLE, 1 FOOT NORTHEAST OF A FENCE, 1.0
 CR0826'FOOT WEST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 CR0826'PROJECTING 2 INCHES.
 CR0826
 CR0826                          STATION RECOVERY (1995)
 CR0826
 CR0826'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0826'RECOVERED IN GOOD CONDITION.
 CR0826
 CR0826                          STATION RECOVERY (2004)
 CR0826
 CR0826'RECOVERY NOTE BY US POWER SQUADRON 2004 (TJ)
 CR0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0242 ***********************************************************************
 CS0242  DESIGNATION -  Q 960
 CS0242  PID         -  CS0242
 CS0242  STATE/COUNTY-  TX/KAUFMAN
 CS0242  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0242
 CS0242                         *CURRENT SURVEY CONTROL
 CS0242  ___________________________________________________________________
 CS0242* NAD 83(1986)-  32 39 25.     (N)    096 23 41.     (W)     SCALED    
 CS0242* NAVD 88     -       147.242  (meters)     483.08   (feet)  ADJUSTED  
 CS0242  ___________________________________________________________________
 CS0242  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0242  DYNAMIC HT  -         147.079 (meters)     482.54  (feet)  COMP
 CS0242  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 CS0242
 CS0242  VERT ORDER  -  SECOND    CLASS 0
 CS0242
 CS0242.The horizontal coordinates were scaled from a topographic map and have
 CS0242.an estimated accuracy of +/- 6 seconds.
 CS0242
 CS0242.The orthometric height was determined by differential leveling
 CS0242.and adjusted by the National Geodetic Survey in June 1991..
 CS0242
 CS0242.The geoid height was determined by GEOID03.
 CS0242
 CS0242.The dynamic height is computed by dividing the NAVD 88
 CS0242.geopotential number by the normal gravity value computed on the
 CS0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0242.degrees latitude (g = 980.6199 gals.).
 CS0242
 CS0242.The modeled gravity was interpolated from observed gravity values.
 CS0242
 CS0242;                    North         East    Units  Estimated Accuracy
 CS0242;SPC TXNC     - 2,111,790.      797,470.      MT  (+/- 180 meters Scaled)
 CS0242
 CS0242                          SUPERSEDED SURVEY CONTROL
 CS0242
 CS0242  NGVD 29 (??/??/92)  147.247  (m)          483.09   (f) ADJ UNCH    2 0
 CS0242
 CS0242.Superseded values are not recommended for survey control.
 CS0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0242.See file dsdata.txt to determine how the superseded data were derived.
 CS0242
 CS0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB443162(NAD 83)
 CS0242_MARKER: DB = BENCH MARK DISK
 CS0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0242_STAMPING: Q 960 1946
 CS0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0242+STABILITY: SURFACE MOTION
 CS0242
 CS0242  HISTORY     - Date     Condition        Report By
 CS0242  HISTORY     - 1946     MONUMENTED       CGS
 CS0242
 CS0242                          STATION DESCRIPTION
 CS0242
 CS0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0242'5.5 MI NE FROM CRANDALL.
 CS0242'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0242'CRANDALL, GO EAST ABOUT 0.4 MILES ALONG U.S. HIGHWAY NO. 175, THENCE
 CS0242'NORTHEAST 3.9 MILES, THENCE SOUTHEAST 0.1 MILES, THENCE SOUTHWEST 0.2
 CS0242'MILES, THENCE SOUTHEAST 0.9 MILES ALONG AN UNIMPROVED ROAD TO THE SITE
 CS0242'OF THE MARK.  BENCH MARK IS 72 FEET NORTH OF THE NORTHEAST CORNER OF A
 CS0242'FARMHOUSE, 29 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD,
 CS0242'3.5 FEET NORTH OF THE CORNER OF A BARNYARD FENCE, 1 FOOT NORTH OF A 4
 CS0242'X 4 MARKER POST.  A BRONZE DISC STAMPED Q 960 1946 AND SET IN THE TOP
 CS0242'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1426 ***********************************************************************
 CS1426  DESIGNATION -  Q 961
 CS1426  PID         -  CS1426
 CS1426  STATE/COUNTY-  TX/DALLAS
 CS1426  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1426
 CS1426                         *CURRENT SURVEY CONTROL
 CS1426  ___________________________________________________________________
 CS1426* NAD 83(1986)-  32 46 34.     (N)    096 41 58.     (W)     SCALED    
 CS1426* NAVD 88     -       158.232  (meters)     519.13   (feet)  ADJUSTED  
 CS1426  ___________________________________________________________________
 CS1426  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CS1426  DYNAMIC HT  -         158.054 (meters)     518.55  (feet)  COMP
 CS1426  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 CS1426
 CS1426  VERT ORDER  -  SECOND    CLASS 0
 CS1426
 CS1426.The horizontal coordinates were scaled from a topographic map and have
 CS1426.an estimated accuracy of +/- 6 seconds.
 CS1426
 CS1426.The orthometric height was determined by differential leveling
 CS1426.and adjusted by the National Geodetic Survey in June 1991..
 CS1426
 CS1426.The geoid height was determined by GEOID03.
 CS1426
 CS1426.The dynamic height is computed by dividing the NAVD 88
 CS1426.geopotential number by the normal gravity value computed on the
 CS1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1426.degrees latitude (g = 980.6199 gals.).
 CS1426
 CS1426.The modeled gravity was interpolated from observed gravity values.
 CS1426
 CS1426;                    North         East    Units  Estimated Accuracy
 CS1426;SPC TXNC     - 2,124,470.      768,660.      MT  (+/- 180 meters Scaled)
 CS1426
 CS1426                          SUPERSEDED SURVEY CONTROL
 CS1426
 CS1426  NGVD 29 (??/??/92)  158.241  (m)          519.16   (f) ADJ UNCH    2 0
 CS1426
 CS1426.Superseded values are not recommended for survey control.
 CS1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1426.See file dsdata.txt to determine how the superseded data were derived.
 CS1426
 CS1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB154288(NAD 83)
 CS1426_MARKER: DB = BENCH MARK DISK
 CS1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1426_STAMPING: Q 961 1946
 CS1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1426+STABILITY: SURFACE MOTION
 CS1426
 CS1426  HISTORY     - Date     Condition        Report By
 CS1426  HISTORY     - 1946     MONUMENTED       CGS
 CS1426  HISTORY     - 1958     GOOD             NGS
 CS1426  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 CS1426
 CS1426                          STATION DESCRIPTION
 CS1426
 CS1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1426'5.5 MI W FROM MESQUITE.
 CS1426'ABOUT 5.5 MILES WEST FROM THE T. AND P.R.R. STATION, ALONG THE T. AND
 CS1426'P. TRACKS, IN THE SOUTHEAST POINT OF THE INTERSECTION OF THE RAILROAD
 CS1426'AND JIM MILLER STREET, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE OF
 CS1426'THE RAILROAD, 48 FEET EAST OF JIM MILLER, 33 FEET SOUTH OF THE TRACKS
 CS1426'AND 15 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE
 CS1426'SHED.  IT IS ABOUT 6.8 MILES EAST OF THE CENTER OF DALLAS. A STANDARD
 CS1426'DISK STAMPED Q 961 1946 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES,
 CS1426'2 FEET EAST OF A 4X4 POST.  NOTE-- JIM MILLER STREET IS ABOUT 1.0 MILE
 CS1426'WEST OF BUCKNER BLVD.
 CS1426
 CS1426                          STATION RECOVERY (1991)
 CS1426
 CS1426'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0293 ***********************************************************************
 AY0293  DESIGNATION -  Q 963 C OF SA
 AY0293  PID         -  AY0293
 AY0293  STATE/COUNTY-  TX/BEXAR
 AY0293  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0293
 AY0293                         *CURRENT SURVEY CONTROL
 AY0293  ___________________________________________________________________
 AY0293* NAD 83(1986)-  29 22 52.     (N)    098 28 38.     (W)     SCALED    
 AY0293* NAVD 88     -       184.284  (meters)     604.61   (feet)  ADJUSTED  
 AY0293  ___________________________________________________________________
 AY0293  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AY0293  DYNAMIC HT  -         184.016 (meters)     603.73  (feet)  COMP
 AY0293  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 AY0293
 AY0293  VERT ORDER  -  FIRST     CLASS II
 AY0293
 AY0293.The horizontal coordinates were scaled from a topographic map and have
 AY0293.an estimated accuracy of +/- 6 seconds.
 AY0293
 AY0293.The orthometric height was determined by differential leveling
 AY0293.and adjusted by the National Geodetic Survey in June 1991..
 AY0293
 AY0293.The geoid height was determined by GEOID03.
 AY0293
 AY0293.The dynamic height is computed by dividing the NAVD 88
 AY0293.geopotential number by the normal gravity value computed on the
 AY0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0293.degrees latitude (g = 980.6199 gals.).
 AY0293
 AY0293.The modeled gravity was interpolated from observed gravity values.
 AY0293
 AY0293;                    North         East    Units  Estimated Accuracy
 AY0293;SPC TXSC     - 4,171,650.      650,740.      MT  (+/- 180 meters Scaled)
 AY0293
 AY0293                          SUPERSEDED SURVEY CONTROL
 AY0293
 AY0293  NGVD 29 (??/??/92)  184.163  (m)          604.21   (f) ADJ UNCH    1 2
 AY0293
 AY0293.Superseded values are not recommended for survey control.
 AY0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0293.See file dsdata.txt to determine how the superseded data were derived.
 AY0293
 AY0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT507503(NAD 83)
 AY0293_MARKER: DB = BENCH MARK DISK
 AY0293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0293_STAMPING: Q 963 1946
 AY0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0293
 AY0293  HISTORY     - Date     Condition        Report By
 AY0293  HISTORY     - 1946     MONUMENTED       CGS
 AY0293  HISTORY     - 1980     POOR             NGS
 AY0293  HISTORY     - 19950411 MARK NOT FOUND   USPSQD
 AY0293
 AY0293                          STATION DESCRIPTION
 AY0293
 AY0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0293'IN SAN ANTONIO.
 AY0293'AT SAN ANTONIO, AT THE SOUTHEAST CORNER OF THE JUNCTION OF SOUTH PRESA
 AY0293'STREET AND ADA STREET, 10.7 FEET WEST OF THE LINE OF THE EAST CURB OF
 AY0293'SOUTH PRESA STREET, 1.5 FEET SOUTH OF THE BEGINNING OF THE CURB RETURN
 AY0293'ON ADA STREET (CURB ENDS AT THIS POINT IN 1946), SET IN THE TOP OF
 AY0293'CEMENT POURED INTO AN 8-INCH CONCRETE PIPE, LEVEL WITH THE TOP OF THE
 AY0293'CURB.
 AY0293
 AY0293                          STATION RECOVERY (1980)
 AY0293
 AY0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0293'MARK RECOVERED IN POOR CONDITION.
 AY0293
 AY0293                          STATION RECOVERY (1995)
 AY0293
 AY0293'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0502 ***********************************************************************
 CR0502  DESIGNATION -  Q 964
 CR0502  PID         -  CR0502
 CR0502  STATE/COUNTY-  TX/SMITH
 CR0502  USGS QUAD   -  CHANDLER (1973)
 CR0502
 CR0502                         *CURRENT SURVEY CONTROL
 CR0502  ___________________________________________________________________
 CR0502* NAD 83(1986)-  32 21 58.     (N)    095 26 51.     (W)     SCALED    
 CR0502* NAVD 88     -       127.645  (meters)     418.78   (feet)  ADJUSTED  
 CR0502  ___________________________________________________________________
 CR0502  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CR0502  DYNAMIC HT  -         127.496 (meters)     418.29  (feet)  COMP
 CR0502  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 CR0502
 CR0502  VERT ORDER  -  SECOND    CLASS 0
 CR0502
 CR0502.The horizontal coordinates were scaled from a topographic map and have
 CR0502.an estimated accuracy of +/- 6 seconds.
 CR0502
 CR0502.The orthometric height was determined by differential leveling
 CR0502.and adjusted by the National Geodetic Survey in June 1991..
 CR0502
 CR0502.The geoid height was determined by GEOID03.
 CR0502
 CR0502.The dynamic height is computed by dividing the NAVD 88
 CR0502.geopotential number by the normal gravity value computed on the
 CR0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0502.degrees latitude (g = 980.6199 gals.).
 CR0502
 CR0502.The modeled gravity was interpolated from observed gravity values.
 CR0502
 CR0502;                    North         East    Units  Estimated Accuracy
 CR0502;SPC TXNC     - 2,081,740.      887,230.      MT  (+/- 180 meters Scaled)
 CR0502
 CR0502                          SUPERSEDED SURVEY CONTROL
 CR0502
 CR0502  NGVD 29 (??/??/92)  127.672  (m)          418.87   (f) ADJ UNCH    2 0
 CR0502
 CR0502.Superseded values are not recommended for survey control.
 CR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0502.See file dsdata.txt to determine how the superseded data were derived.
 CR0502
 CR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR697836(NAD 83)
 CR0502_MARKER: DB = BENCH MARK DISK
 CR0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0502_STAMPING: Q 964 1948
 CR0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0502+STABILITY: SURFACE MOTION
 CR0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0502+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0502
 CR0502  HISTORY     - Date     Condition        Report By
 CR0502  HISTORY     - 1948     MONUMENTED       CGS
 CR0502  HISTORY     - 19960420 GOOD             USPSQD
 CR0502  HISTORY     - 20040605 GOOD             USPSQD
 CR0502
 CR0502                          STATION DESCRIPTION
 CR0502
 CR0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0502'7.05 MI W FROM TYLER.
 CR0502'7.05 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF STATE
 CR0502'HIGHWAY 31 AT THE WEST EDGE OF TYLER, 0.3 MILE EAST OF THE EAST END OF
 CR0502'THE NECHES RIVER BRIDGE, 0.1 MILE WEST OF THE CREST OF A HILL, 78.7
 CR0502'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10.5 FEET WEST OF THE
 CR0502'CENTER OF A WOODEN GATE ACROSS A PRIVATE ROAD LEADING SOUTH, 2.0 FEET
 CR0502'NORTH OF A FENCE, 1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF
 CR0502'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0502
 CR0502                          STATION RECOVERY (1996)
 CR0502
 CR0502'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0502'RECOVERED IN GOOD CONDITION.
 CR0502
 CR0502                          STATION RECOVERY (2004)
 CR0502
 CR0502'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0949 ***********************************************************************
 CR0949  DESIGNATION -  Q 965
 CR0949  PID         -  CR0949
 CR0949  STATE/COUNTY-  TX/VAN ZANDT
 CR0949  USGS QUAD   -  CANTON (1981)
 CR0949
 CR0949                         *CURRENT SURVEY CONTROL
 CR0949  ___________________________________________________________________
 CR0949* NAD 83(1986)-  32 30 41.     (N)    095 47 49.     (W)     SCALED    
 CR0949* NAVD 88     -       163.329  (meters)     535.86   (feet)  ADJUSTED  
 CR0949  ___________________________________________________________________
 CR0949  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CR0949  DYNAMIC HT  -         163.141 (meters)     535.24  (feet)  COMP
 CR0949  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 CR0949
 CR0949  VERT ORDER  -  SECOND    CLASS 0
 CR0949
 CR0949.The horizontal coordinates were scaled from a topographic map and have
 CR0949.an estimated accuracy of +/- 6 seconds.
 CR0949
 CR0949.The orthometric height was determined by differential leveling
 CR0949.and adjusted by the National Geodetic Survey in June 1991..
 CR0949
 CR0949.The geoid height was determined by GEOID03.
 CR0949
 CR0949.The dynamic height is computed by dividing the NAVD 88
 CR0949.geopotential number by the normal gravity value computed on the
 CR0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0949.degrees latitude (g = 980.6199 gals.).
 CR0949
 CR0949.The modeled gravity was interpolated from observed gravity values.
 CR0949
 CR0949;                    North         East    Units  Estimated Accuracy
 CR0949;SPC TXNC     - 2,096,940.      853,940.      MT  (+/- 180 meters Scaled)
 CR0949
 CR0949                          SUPERSEDED SURVEY CONTROL
 CR0949
 CR0949  NGVD 29 (??/??/92)  163.342  (m)          535.90   (f) ADJ UNCH    2 0
 CR0949
 CR0949.Superseded values are not recommended for survey control.
 CR0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0949.See file dsdata.txt to determine how the superseded data were derived.
 CR0949
 CR0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS372005(NAD 83)
 CR0949_MARKER: DB = BENCH MARK DISK
 CR0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0949_STAMPING: Q 965 1948
 CR0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0949+STABILITY: SURFACE MOTION
 CR0949
 CR0949  HISTORY     - Date     Condition        Report By
 CR0949  HISTORY     - 1948     MONUMENTED       CGS
 CR0949  HISTORY     - 1962     MARK NOT FOUND   USGS
 CR0949  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 CR0949
 CR0949                          STATION DESCRIPTION
 CR0949
 CR0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0949'4.95 MI SE FROM CANTON.
 CR0949'4.95 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 CR0949'CANTON, 102.1 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 44.3
 CR0949'FEET EAST SOUTHEAST OF THE EAST CORNER OF THE MOORE METHODIST CHURCH,
 CR0949'30.6 FEET NORTHWEST OF A FENCE, 14.0 FEET EAST OF A 16-INCH OAK TREE,
 CR0949'6.4 FEET WEST OF A 20-INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST
 CR0949'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0949
 CR0949                          STATION RECOVERY (1962)
 CR0949
 CR0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR0949'MARK NOT FOUND.
 CR0949
 CR0949                          STATION RECOVERY (1995)
 CR0949
 CR0949'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1557 ***********************************************************************
 BY1557  DESIGNATION -  Q 966
 BY1557  PID         -  BY1557
 BY1557  STATE/COUNTY-  TX/HOUSTON
 BY1557  USGS QUAD   -  PENNINGTON (1963)
 BY1557
 BY1557                         *CURRENT SURVEY CONTROL
 BY1557  ___________________________________________________________________
 BY1557* NAD 83(1986)-  31 12 14.     (N)    095 13 45.     (W)     SCALED    
 BY1557* NAVD 88     -       111.47   (+/-2cm)     365.7    (feet)  VERTCON   
 BY1557  ___________________________________________________________________
 BY1557  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY1557
 BY1557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1557
 BY1557.The horizontal coordinates were scaled from a topographic map and have
 BY1557.an estimated accuracy of +/- 6 seconds.
 BY1557
 BY1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1557.The vertical order pertains to the NGVD 29 superseded value.
 BY1557
 BY1557.The geoid height was determined by GEOID03.
 BY1557
 BY1557;                    North         East    Units  Estimated Accuracy
 BY1557;SPC TX C     - 3,181,570.    1,186,200.      MT  (+/- 180 meters Scaled)
 BY1557
 BY1557                          SUPERSEDED SURVEY CONTROL
 BY1557
 BY1557  NGVD 29 (??/??/92)  111.481  (m)          365.75   (f) ADJ UNCH    2 0
 BY1557
 BY1557.Superseded values are not recommended for survey control.
 BY1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1557.See file dsdata.txt to determine how the superseded data were derived.
 BY1557
 BY1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ876543(NAD 83)
 BY1557_MARKER: DB = BENCH MARK DISK
 BY1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1557_STAMPING: Q 966 1948
 BY1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1557+STABILITY: SURFACE MOTION
 BY1557
 BY1557  HISTORY     - Date     Condition        Report By
 BY1557  HISTORY     - 1948     MONUMENTED       CGS
 BY1557
 BY1557                          STATION DESCRIPTION
 BY1557
 BY1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1557'0.9 MI N FROM PENNINGTON.
 BY1557'0.9 MILE NORTH ALONG DAVEY CROCKETT NATIONAL FOREST ROAD 14 FROM THE
 BY1557'HIGH SCHOOL AT PENNINGTON, AT A POINT WHERE THE ROAD CURVES TO THE
 BY1557'NORTHWEST, 76.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 62.0 FEET
 BY1557'NORTHWEST OF THE CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE, 28.0 FEET
 BY1557'NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING WEST TO AN UNPAINTED
 BY1557'FARMHOUSE, 14.5 FEET NORTH OF A 26-INCH OAK TREE, 12.6 FEET SOUTH OF A
 BY1557'30-INCH OAK TREE, 2.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 BY1557'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1558 ***********************************************************************
 BY1558  DESIGNATION -  Q 966 RM
 BY1558  PID         -  BY1558
 BY1558  STATE/COUNTY-  TX/HOUSTON
 BY1558  USGS QUAD   -  PENNINGTON (1963)
 BY1558
 BY1558                         *CURRENT SURVEY CONTROL
 BY1558  ___________________________________________________________________
 BY1558* NAD 83(1986)-  31 12 14.     (N)    095 13 46.     (W)     SCALED    
 BY1558* NAVD 88     -       111.47   (+/-2cm)     365.7    (feet)  VERTCON   
 BY1558  ___________________________________________________________________
 BY1558  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY1558
 BY1558  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1558
 BY1558.The horizontal coordinates were scaled from a topographic map and have
 BY1558.an estimated accuracy of +/- 6 seconds.
 BY1558
 BY1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1558.The vertical order pertains to the NGVD 29 superseded value.
 BY1558
 BY1558.The geoid height was determined by GEOID03.
 BY1558
 BY1558;                    North         East    Units  Estimated Accuracy
 BY1558;SPC TX C     - 3,181,570.    1,186,180.      MT  (+/- 180 meters Scaled)
 BY1558
 BY1558                          SUPERSEDED SURVEY CONTROL
 BY1558
 BY1558  NGVD 29 (??/??/92)  111.486  (m)          365.77   (f) ADJ UNCH    2 0
 BY1558
 BY1558.Superseded values are not recommended for survey control.
 BY1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1558.See file dsdata.txt to determine how the superseded data were derived.
 BY1558
 BY1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ875543(NAD 83)
 BY1558_MARKER: Z = SEE DESCRIPTION
 BY1558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1558_SP_SET: TREE
 BY1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1558
 BY1558  HISTORY     - Date     Condition        Report By
 BY1558  HISTORY     - UNK      MONUMENTED       CGS
 BY1558  HISTORY     - 1948     GOOD             NGS
 BY1558
 BY1558                          STATION DESCRIPTION
 BY1558
 BY1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1558'0.9 MI N FROM PENNINGTON.
 BY1558'0.9 MILE NORTH ALONG DAVEY CROCKETT NATIONAL FOREST ROAD 14 FROM THE
 BY1558'HIGH SCHOOL AT PENNINGTON, AT A POINT WHERE THE ROAD CURVES TO THE
 BY1558'NORTHWEST, 76.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 12.2 FEET
 BY1558'SOUTH OF BENCH MARK Q 966, 2.3 FEET NORTH OF THE NORTH FACE OF THE
 BY1558'MOST NORTHERLY ONE OF TWO LARGE OAK TREES, 0.5 FOOT ABOVE THE GROUND,
 BY1558'AN IRON PIN DRIVEN IN THE ROOT OF A LARGE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0757 ***********************************************************************
 CS0757  DESIGNATION -  Q 967
 CS0757  PID         -  CS0757
 CS0757  STATE/COUNTY-  TX/ELLIS
 CS0757  USGS QUAD   -  ENNIS WEST (1978)
 CS0757
 CS0757                         *CURRENT SURVEY CONTROL
 CS0757  ___________________________________________________________________
 CS0757* NAD 83(1986)-  32 22 19.     (N)    096 42 10.     (W)     SCALED    
 CS0757* NAVD 88     -       154.620  (meters)     507.28   (feet)  ADJUSTED  
 CS0757  ___________________________________________________________________
 CS0757  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CS0757  DYNAMIC HT  -         154.439 (meters)     506.69  (feet)  COMP
 CS0757  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 CS0757
 CS0757  VERT ORDER  -  SECOND    CLASS 0
 CS0757
 CS0757.The horizontal coordinates were scaled from a topographic map and have
 CS0757.an estimated accuracy of +/- 6 seconds.
 CS0757
 CS0757.The orthometric height was determined by differential leveling
 CS0757.and adjusted by the National Geodetic Survey in June 1991..
 CS0757
 CS0757.The geoid height was determined by GEOID03.
 CS0757
 CS0757.The dynamic height is computed by dividing the NAVD 88
 CS0757.geopotential number by the normal gravity value computed on the
 CS0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0757.degrees latitude (g = 980.6199 gals.).
 CS0757
 CS0757.The modeled gravity was interpolated from observed gravity values.
 CS0757
 CS0757;                    North         East    Units  Estimated Accuracy
 CS0757;SPC TXNC     - 2,079,660.      769,120.      MT  (+/- 180 meters Scaled)
 CS0757
 CS0757                          SUPERSEDED SURVEY CONTROL
 CS0757
 CS0757  NGVD 29 (??/??/92)  154.620  (m)          507.28   (f) ADJ UNCH    2 0
 CS0757
 CS0757.Superseded values are not recommended for survey control.
 CS0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0757.See file dsdata.txt to determine how the superseded data were derived.
 CS0757
 CS0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA161839(NAD 83)
 CS0757_MARKER: DB = BENCH MARK DISK
 CS0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0757_STAMPING: Q 967 1946
 CS0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0757+STABILITY: SURFACE MOTION
 CS0757
 CS0757  HISTORY     - Date     Condition        Report By
 CS0757  HISTORY     - 1946     MONUMENTED       CGS
 CS0757  HISTORY     - 1966     GOOD             NGS
 CS0757  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0757
 CS0757                          STATION DESCRIPTION
 CS0757
 CS0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0757'2.1 MI E FROM BOYCE.
 CS0757'2.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0757'STATION AT BOYCE, ELLIS COUNTY, AT A DIRT ROAD CROSSING 65.8 FEET
 CS0757'SOUTH ACROSS THE TRACK FROM MILEPOST 3, 57 FEET NORTHWEST ACROSS A
 CS0757'ROAD FROM POLE 110, 34 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 CS0757'31.6 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A
 CS0757'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 CS0757'STANDARD DISK, STAMPED Q 967 1946 AND SET IN THE TOP OF A CONCRETE
 CS0757'POST PROJECTING 2 INCHES ABOVE GROUND.
 CS0757
 CS0757                          STATION RECOVERY (2002)
 CS0757
 CS0757'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1535 ***********************************************************************
 BY1535  DESIGNATION -  Q 968
 BY1535  PID         -  BY1535
 BY1535  STATE/COUNTY-  TX/TRINITY
 BY1535  USGS QUAD   -  PENNINGTON (1963)
 BY1535
 BY1535                         *CURRENT SURVEY CONTROL
 BY1535  ___________________________________________________________________
 BY1535* NAD 83(1986)-  31 11 25.     (N)    095 10 39.     (W)     SCALED    
 BY1535* NAVD 88     -       116.45   (+/-2cm)     382.1    (feet)  VERTCON   
 BY1535  ___________________________________________________________________
 BY1535  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1535
 BY1535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1535
 BY1535.The horizontal coordinates were scaled from a topographic map and have
 BY1535.an estimated accuracy of +/- 6 seconds.
 BY1535
 BY1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1535.The vertical order pertains to the NGVD 29 superseded value.
 BY1535
 BY1535.The geoid height was determined by GEOID03.
 BY1535
 BY1535;                    North         East    Units  Estimated Accuracy
 BY1535;SPC TX C     - 3,180,290.    1,191,190.      MT  (+/- 180 meters Scaled)
 BY1535
 BY1535                          SUPERSEDED SURVEY CONTROL
 BY1535
 BY1535  NGVD 29 (??/??/92)  116.463  (m)          382.10   (f) ADJ UNCH    2 0
 BY1535
 BY1535.Superseded values are not recommended for survey control.
 BY1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1535.See file dsdata.txt to determine how the superseded data were derived.
 BY1535
 BY1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ925527(NAD 83)
 BY1535_MARKER: DB = BENCH MARK DISK
 BY1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1535_STAMPING: Q 968 1948
 BY1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1535+STABILITY: SURFACE MOTION
 BY1535
 BY1535  HISTORY     - Date     Condition        Report By
 BY1535  HISTORY     - 1948     MONUMENTED       CGS
 BY1535
 BY1535                          STATION DESCRIPTION
 BY1535
 BY1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1535'3.35 MI E FROM PENNINGTON.
 BY1535'3.35 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1535'PENNINGTON, AT A T ROAD JUNCTION, 277.0 FEET WEST OF THE CENTER LINE
 BY1535'OF A NORTH-SOUTH ROAD, 42.6 FEET NORTH OF THE CENTER LINE OF A ROAD
 BY1535'LEADING WEST, 1.7 FEET SOUTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE
 BY1535'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 BY1535'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0352 ***********************************************************************
 CS0352  DESIGNATION -  Q 969
 CS0352  PID         -  CS0352
 CS0352  STATE/COUNTY-  TX/KAUFMAN
 CS0352  USGS QUAD   -  KEMP (1981)
 CS0352
 CS0352                         *CURRENT SURVEY CONTROL
 CS0352  ___________________________________________________________________
 CS0352* NAD 83(1986)-  32 25 48.     (N)    096 13 35.     (W)     SCALED    
 CS0352* NAVD 88     -       109.972  (meters)     360.80   (feet)  ADJUSTED  
 CS0352  ___________________________________________________________________
 CS0352  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0352  DYNAMIC HT  -         109.847 (meters)     360.39  (feet)  COMP
 CS0352  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 CS0352
 CS0352  VERT ORDER  -  SECOND    CLASS 0
 CS0352
 CS0352.The horizontal coordinates were scaled from a topographic map and have
 CS0352.an estimated accuracy of +/- 6 seconds.
 CS0352
 CS0352.The orthometric height was determined by differential leveling
 CS0352.and adjusted by the National Geodetic Survey in June 1991..
 CS0352
 CS0352.The geoid height was determined by GEOID03.
 CS0352
 CS0352.The dynamic height is computed by dividing the NAVD 88
 CS0352.geopotential number by the normal gravity value computed on the
 CS0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0352.degrees latitude (g = 980.6199 gals.).
 CS0352
 CS0352.The modeled gravity was interpolated from observed gravity values.
 CS0352
 CS0352;                    North         East    Units  Estimated Accuracy
 CS0352;SPC TXNC     - 2,086,960.      813,800.      MT  (+/- 180 meters Scaled)
 CS0352
 CS0352                          SUPERSEDED SURVEY CONTROL
 CS0352
 CS0352  NGVD 29 (??/??/92)  109.988  (m)          360.85   (f) ADJ UNCH    2 0
 CS0352
 CS0352.Superseded values are not recommended for survey control.
 CS0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0352.See file dsdata.txt to determine how the superseded data were derived.
 CS0352
 CS0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA607914(NAD 83)
 CS0352_MARKER: DB = BENCH MARK DISK
 CS0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0352_STAMPING: Q 969 1946
 CS0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0352+STABILITY: SURFACE MOTION
 CS0352
 CS0352  HISTORY     - Date     Condition        Report By
 CS0352  HISTORY     - 1946     MONUMENTED       CGS
 CS0352  HISTORY     - 1948     GOOD             NGS
 CS0352
 CS0352                          STATION DESCRIPTION
 CS0352
 CS0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0352'0.9 MI SW FROM KEMP.
 CS0352'0.9 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 CS0352'STATION AT KEMP, AT THE CROSSING OF STATE HIGHWAY 274, 66.0 FEET
 CS0352'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 43.2 FEET SOUTHWEST OF
 CS0352'THE SOUTHWEST RAIL OF THE TRACK, 38.0 FEET NORTHEAST OF THE NORTH
 CS0352'CORNER OF A LIVESTOCK SALESBARN, 30.0 FEET NORTHWEST OF THE 3RD POLE
 CS0352'NORTHWEST OF MILEPOST 271, 1.5 FEET NORTHWEST OF A REFERENCE POST, 1.0
 CS0352'FOOT SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 CS0352'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0124 ***********************************************************************
 DN0124  DESIGNATION -  Q 97
 DN0124  PID         -  DN0124
 DN0124  STATE/COUNTY-  TX/FANNIN
 DN0124  USGS QUAD   -  TRENTON (1964)
 DN0124
 DN0124                         *CURRENT SURVEY CONTROL
 DN0124  ___________________________________________________________________
 DN0124* NAD 83(1986)-  33 24 58.     (N)    096 18 38.     (W)     SCALED    
 DN0124* NAVD 88     -       227.406  (meters)     746.08   (feet)  ADJUSTED  
 DN0124  ___________________________________________________________________
 DN0124  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DN0124  DYNAMIC HT  -         227.162 (meters)     745.28  (feet)  COMP
 DN0124  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DN0124
 DN0124  VERT ORDER  -  FIRST     CLASS II
 DN0124
 DN0124.The horizontal coordinates were scaled from a topographic map and have
 DN0124.an estimated accuracy of +/- 6 seconds.
 DN0124
 DN0124.The orthometric height was determined by differential leveling
 DN0124.and adjusted by the National Geodetic Survey in June 1991..
 DN0124
 DN0124.The geoid height was determined by GEOID03.
 DN0124
 DN0124.The dynamic height is computed by dividing the NAVD 88
 DN0124.geopotential number by the normal gravity value computed on the
 DN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0124.degrees latitude (g = 980.6199 gals.).
 DN0124
 DN0124.The modeled gravity was interpolated from observed gravity values.
 DN0124
 DN0124;                    North         East    Units  Estimated Accuracy
 DN0124;SPC TXNC     - 2,196,120.      803,610.      MT  (+/- 180 meters Scaled)
 DN0124
 DN0124                          SUPERSEDED SURVEY CONTROL
 DN0124
 DN0124  NGVD 29 (??/??/92)  227.382  (m)          746.00   (f) ADJ UNCH    1 2
 DN0124
 DN0124.Superseded values are not recommended for survey control.
 DN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0124.See file dsdata.txt to determine how the superseded data were derived.
 DN0124
 DN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC500006(NAD 83)
 DN0124_MARKER: DB = BENCH MARK DISK
 DN0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0124_SP_SET: CONCRETE POST
 DN0124_STAMPING: Q 97 1933 746.002
 DN0124_MARK LOGO: CGS   
 DN0124_PROJECTION: PROJECTING 10 CENTIMETERS
 DN0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0124+STABILITY: SURFACE MOTION
 DN0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0124+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 DN0124
 DN0124  HISTORY     - Date     Condition        Report By
 DN0124  HISTORY     - 1933     MONUMENTED       CGS
 DN0124  HISTORY     - 1986     GOOD             NGS
 DN0124  HISTORY     - 19940405 GOOD             USPSQD
 DN0124  HISTORY     - 20021007 GOOD             INDIV
 DN0124
 DN0124                          STATION DESCRIPTION
 DN0124
 DN0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0124'1.9 MI SE FROM TRENTON.
 DN0124'1.9 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS TEXAS RAILROAD OF TEXAS
 DN0124'FROM TRENTON, FANNIN COUNTY, 450 FEET SOUTH OF MILEPOST 690, 40 FEET
 DN0124'NORTH OF A ROAD CROSSING, AND 40 FEET WEST OF THE TRACK.  A STANDARD
 DN0124'DISK, STAMPED 746.002 Q 97 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DN0124
 DN0124                          STATION RECOVERY (1986)
 DN0124
 DN0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0124'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  39.6 KM
 DN0124'(24.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE COURTHOUSE IN
 DN0124'GREENVILLE, 56.2 M (184.4 FT) NORTHWEST OF RAILROAD MILEPOST 690, 46.6
 DN0124'M (152.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.4 M (37.4
 DN0124'FT) SOUTHWEST OF THE NEAR RAIL OF THE MISSOURI KANSAS TEXAS RAILROAD,
 DN0124'AND 11.0 M (36.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING
 DN0124'SOUTH.
 DN0124'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 DN0124'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN0124
 DN0124                          STATION RECOVERY (1994)
 DN0124
 DN0124'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0124'RECOVERED IN GOOD CONDITION.
 DN0124
 DN0124                          STATION RECOVERY (2002)
 DN0124
 DN0124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0124'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1986 NGS SURVEY.
 DN0124'AVERAGED LOCATION AND CORRECTED COORDINATES ARE (N 33 24.973 - W 096
 DN0124'18.651) DAWGIES OF GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1388 ***********************************************************************
 CS1388  DESIGNATION -  Q 970
 CS1388  PID         -  CS1388
 CS1388  STATE/COUNTY-  TX/DALLAS
 CS1388  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1388
 CS1388                         *CURRENT SURVEY CONTROL
 CS1388  ___________________________________________________________________
 CS1388* NAD 83(1986)-  32 49 17.     (N)    096 39 51.     (W)     SCALED    
 CS1388* NAVD 88     -       170.505  (meters)     559.40   (feet)  ADJUSTED  
 CS1388  ___________________________________________________________________
 CS1388  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CS1388  DYNAMIC HT  -         170.314 (meters)     558.77  (feet)  COMP
 CS1388  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 CS1388
 CS1388  VERT ORDER  -  SECOND    CLASS 0
 CS1388
 CS1388.The horizontal coordinates were scaled from a topographic map and have
 CS1388.an estimated accuracy of +/- 6 seconds.
 CS1388
 CS1388.The orthometric height was determined by differential leveling
 CS1388.and adjusted by the National Geodetic Survey in June 1991..
 CS1388
 CS1388.The geoid height was determined by GEOID03.
 CS1388
 CS1388.The dynamic height is computed by dividing the NAVD 88
 CS1388.geopotential number by the normal gravity value computed on the
 CS1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1388.degrees latitude (g = 980.6199 gals.).
 CS1388
 CS1388.The modeled gravity was interpolated from observed gravity values.
 CS1388
 CS1388;                    North         East    Units  Estimated Accuracy
 CS1388;SPC TXNC     - 2,129,550.      771,880.      MT  (+/- 180 meters Scaled)
 CS1388
 CS1388                          SUPERSEDED SURVEY CONTROL
 CS1388
 CS1388  NGVD 29 (??/??/92)  170.515  (m)          559.43   (f) ADJ UNCH    2 0
 CS1388
 CS1388.Superseded values are not recommended for survey control.
 CS1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1388.See file dsdata.txt to determine how the superseded data were derived.
 CS1388
 CS1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB186339(NAD 83)
 CS1388_MARKER: DB = BENCH MARK DISK
 CS1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1388_STAMPING: Q 970 1946
 CS1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1388+STABILITY: SURFACE MOTION
 CS1388
 CS1388  HISTORY     - Date     Condition        Report By
 CS1388  HISTORY     - 1946     MONUMENTED       CGS
 CS1388  HISTORY     - 1958     GOOD             NGS
 CS1388  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1388
 CS1388                          STATION DESCRIPTION
 CS1388
 CS1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1388'8.6 MI NE FROM DALLAS.
 CS1388'8.6 MILES AIRLINE NORTHEAST FROM THE COUNTY COURT HOUSE IN DALLAS,
 CS1388'ALONG THE NORTH SIDE OF OATES DRIVE, 1.6 MILES NORTHEAST FROM THE
 CS1388'JUNCTION OF OATES DRIVE WITH BUCKNER BLVD., IN THE APPROXIMATE NORTH
 CS1388'RIGHT-OF-WAY LINE, OF THE ROAD AND THE SOUTH LINE OF THE SHILOH
 CS1388'TERRACE BAPTIST CHURCH, 37 YARDS EAST OF THE SOUTHEAST CORNER OF THE
 CS1388'CHURCH AND ABOUT MIDWAY ALONG THE EDGE OF THE PARKING LOT AREA.  IT IS
 CS1388'IN RANGE WITH THE WEST PROPERTY LINE OF THE HOUSE NO.2930 ON THE SOUTH
 CS1388'SIDE OF THE STREET.  A STANDARD DISK STAMPED Q 970 1946 IN A CONCRETE
 CS1388'POST PROJECTING ABOUT 3 INCHES.
 CS1388
 CS1388                          STATION RECOVERY (1991)
 CS1388
 CS1388'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0088 ***********************************************************************
 CS0088  DESIGNATION -  Q 971
 CS0088  PID         -  CS0088
 CS0088  STATE/COUNTY-  TX/KAUFMAN
 CS0088  USGS QUAD   -  FORNEY NORTH (1973)
 CS0088
 CS0088                         *CURRENT SURVEY CONTROL
 CS0088  ___________________________________________________________________
 CS0088* NAD 83(1986)-  32 47 21.     (N)    096 29 07.     (W)     SCALED    
 CS0088* NAVD 88     -       128.615  (meters)     421.96   (feet)  ADJUSTED  
 CS0088  ___________________________________________________________________
 CS0088  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0088  DYNAMIC HT  -         128.473 (meters)     421.50  (feet)  COMP
 CS0088  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 CS0088
 CS0088  VERT ORDER  -  SECOND    CLASS 0
 CS0088
 CS0088.The horizontal coordinates were scaled from a topographic map and have
 CS0088.an estimated accuracy of +/- 6 seconds.
 CS0088
 CS0088.The orthometric height was determined by differential leveling
 CS0088.and adjusted by the National Geodetic Survey in June 1991..
 CS0088
 CS0088.The geoid height was determined by GEOID03.
 CS0088
 CS0088.The dynamic height is computed by dividing the NAVD 88
 CS0088.geopotential number by the normal gravity value computed on the
 CS0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0088.degrees latitude (g = 980.6199 gals.).
 CS0088
 CS0088.The modeled gravity was interpolated from observed gravity values.
 CS0088
 CS0088;                    North         East    Units  Estimated Accuracy
 CS0088;SPC TXNC     - 2,126,280.      788,700.      MT  (+/- 180 meters Scaled)
 CS0088
 CS0088                          SUPERSEDED SURVEY CONTROL
 CS0088
 CS0088  NGVD 29 (??/??/92)  128.631  (m)          422.02   (f) ADJ UNCH    2 0
 CS0088
 CS0088.Superseded values are not recommended for survey control.
 CS0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0088.See file dsdata.txt to determine how the superseded data were derived.
 CS0088
 CS0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB355307(NAD 83)
 CS0088_MARKER: DB = BENCH MARK DISK
 CS0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0088_STAMPING: Q 971 1946
 CS0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0088+STABILITY: SURFACE MOTION
 CS0088
 CS0088  HISTORY     - Date     Condition        Report By
 CS0088  HISTORY     - 1946     MONUMENTED       CGS
 CS0088
 CS0088                          STATION DESCRIPTION
 CS0088
 CS0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0088'4.1 MI NW FROM FORNEY.
 CS0088'4.1 MILES NORTHWEST OF FORNEY, KAUFMAN COUNTY.  THIS BENCH MARK MAY BE
 CS0088'REACHED FROM THE TEXAS AND PACIFIC RAILWAY STATION BY GOING 0.1 MILE
 CS0088'NORTH ALONG AN ASPHALT STREET, THENCE 0.4 MILE WEST ALONG U.S. HIGHWAY
 CS0088'80, AND THENCE 3.6 MILES NORTHWEST ALONG ASPHALT ROADS.  IT IS 100
 CS0088'YARDS WEST OF A FARMHOUSE, 72 FEET NORTHEAST OF THE NORTHEAST CORNER
 CS0088'OF A WOODEN BRIDGE, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4
 CS0088'FEET NORTHEAST OF A REA POWER POLE, 1 FOOT WEST OF A WHITE WOODEN
 CS0088'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 CS0088'STAMPED Q 971 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 CS0088'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1713 ***********************************************************************
 BL1713  DESIGNATION -  Q 972
 BL1713  PID         -  BL1713
 BL1713  STATE/COUNTY-  TX/MADISON
 BL1713  USGS QUAD   -  MADISONVILLE (1963)
 BL1713
 BL1713                         *CURRENT SURVEY CONTROL
 BL1713  ___________________________________________________________________
 BL1713* NAD 83(1986)-  30 59 51.     (N)    095 59 43.     (W)     SCALED    
 BL1713* NAVD 88     -        93.88   (+/-2cm)     308.0    (feet)  VERTCON   
 BL1713  ___________________________________________________________________
 BL1713  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BL1713
 BL1713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1713
 BL1713.The horizontal coordinates were scaled from a topographic map and have
 BL1713.an estimated accuracy of +/- 6 seconds.
 BL1713
 BL1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1713.The vertical order pertains to the NGVD 29 superseded value.
 BL1713
 BL1713.The geoid height was determined by GEOID03.
 BL1713
 BL1713;                    North         East    Units  Estimated Accuracy
 BL1713;SPC TX C     - 3,155,610.    1,114,160.      MT  (+/- 180 meters Scaled)
 BL1713
 BL1713                          SUPERSEDED SURVEY CONTROL
 BL1713
 BL1713  NGVD 29 (??/??/92)   93.866  (m)          307.96   (f) ADJ UNCH    2 0
 BL1713
 BL1713.Superseded values are not recommended for survey control.
 BL1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1713.See file dsdata.txt to determine how the superseded data were derived.
 BL1713
 BL1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ139331(NAD 83)
 BL1713_MARKER: DB = BENCH MARK DISK
 BL1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1713_STAMPING: Q 972 1947
 BL1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1713+STABILITY: SURFACE MOTION
 BL1713
 BL1713  HISTORY     - Date     Condition        Report By
 BL1713  HISTORY     - 1955     MONUMENTED       CGS
 BL1713  HISTORY     - 1955     GOOD             NGS
 BL1713  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1713
 BL1713                          STATION DESCRIPTION
 BL1713
 BL1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BL1713'06.6 MI NW FROM MADISONVILLE.
 BL1713'TO REACH FROM THE COURT HOUSE IN MADISONVILLE.  GO WEST 0.3 MILE ON
 BL1713'HIGHWAY NOS.190 AND 21.  THEN TURN RIGHT AND GO NORTH AND WEST ON
 BL1713'HIGHWAY NO.978, 04.6 MILES TO A CROSS ROAD.  TURN RIGHT HERE AND GO
 BL1713'NORTH AND NORTHWEST ON F.M.ROAD 2289, 2.0 MILES TO THE MARK ON THE
 BL1713'RIGHT.  A STANDARD DISK STAMPED Q 972 1947.  IN CONCRETE PROJECTING
 BL1713'ABOUT 3 INCHES, 25 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, 20
 BL1713'FEET SOUTH OF A 24 INCH DIAMETER OAK TREE AND ABOUT 30 YARDS SOUTH
 BL1713'EAST OF A NEW WHITE HOUSE.
 BL1713
 BL1713                          STATION RECOVERY (1996)
 BL1713
 BL1713'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1110 ***********************************************************************
 BL1110  DESIGNATION -  Q 974
 BL1110  PID         -  BL1110
 BL1110  STATE/COUNTY-  TX/SAN JACINTO
 BL1110  USGS QUAD   -  CAMILLA (1997)
 BL1110
 BL1110                         *CURRENT SURVEY CONTROL
 BL1110  ___________________________________________________________________
 BL1110* NAD 83(1986)-  30 33 45.     (N)    095 05 47.     (W)     SCALED    
 BL1110* NAVD 88     -        90.01   (+/-2cm)     295.3    (feet)  VERTCON   
 BL1110  ___________________________________________________________________
 BL1110  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1110
 BL1110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1110
 BL1110.The horizontal coordinates were scaled from a topographic map and have
 BL1110.an estimated accuracy of +/- 6 seconds.
 BL1110
 BL1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1110.The vertical order pertains to the NGVD 29 superseded value.
 BL1110
 BL1110.The geoid height was determined by GEOID03.
 BL1110
 BL1110;                    North         East    Units  Estimated Accuracy
 BL1110;SPC TX C     - 3,111,130.    1,202,190.      MT  (+/- 180 meters Scaled)
 BL1110
 BL1110                          SUPERSEDED SURVEY CONTROL
 BL1110
 BL1110  NGVD 29 (??/??/92)   90.019  (m)          295.34   (f) ADJ UNCH    2 0
 BL1110
 BL1110.Superseded values are not recommended for survey control.
 BL1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1110.See file dsdata.txt to determine how the superseded data were derived.
 BL1110
 BL1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP989829(NAD 83)
 BL1110_MARKER: DB = BENCH MARK DISK
 BL1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1110_STAMPING: Q 974 1947
 BL1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1110+STABILITY: SURFACE MOTION
 BL1110
 BL1110  HISTORY     - Date     Condition        Report By
 BL1110  HISTORY     - 1947     MONUMENTED       CGS
 BL1110
 BL1110                          STATION DESCRIPTION
 BL1110
 BL1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1110'2.8 MI SE FROM COLDSPRING.
 BL1110'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1110'COLDSPRING, 52.6 FEET EAST OF A 12-INCH HICKORY TREE, 51.0 FEET NORTH
 BL1110'OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 BL1110'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BL1110'3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0560 ***********************************************************************
 BL0560  DESIGNATION -  Q 975
 BL0560  PID         -  BL0560
 BL0560  STATE/COUNTY-  TX/SAN JACINTO
 BL0560  USGS QUAD   -  GOODRICH (1984)
 BL0560
 BL0560                         *CURRENT SURVEY CONTROL
 BL0560  ___________________________________________________________________
 BL0560* NAD 83(1986)-  30 30 38.     (N)    094 59 24.     (W)     SCALED    
 BL0560* NAVD 88     -        43.08   (+/-2cm)     141.3    (feet)  VERTCON   
 BL0560  ___________________________________________________________________
 BL0560  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0560
 BL0560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0560
 BL0560.The horizontal coordinates were scaled from a topographic map and have
 BL0560.an estimated accuracy of +/- 6 seconds.
 BL0560
 BL0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0560.The vertical order pertains to the NGVD 29 superseded value.
 BL0560
 BL0560.The geoid height was determined by GEOID03.
 BL0560
 BL0560;                    North         East    Units  Estimated Accuracy
 BL0560;SPC TX C     - 3,105,870.    1,212,660.      MT  (+/- 180 meters Scaled)
 BL0560
 BL0560                          SUPERSEDED SURVEY CONTROL
 BL0560
 BL0560  NGVD 29 (??/??/92)   43.090  (m)          141.37   (f) ADJ UNCH    2 0
 BL0560
 BL0560.Superseded values are not recommended for survey control.
 BL0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0560.See file dsdata.txt to determine how the superseded data were derived.
 BL0560
 BL0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP090770(NAD 83)
 BL0560_MARKER: DB = BENCH MARK DISK
 BL0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0560_STAMPING: Q 975 1947
 BL0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0560+STABILITY: SURFACE MOTION
 BL0560
 BL0560  HISTORY     - Date     Condition        Report By
 BL0560  HISTORY     - 1947     MONUMENTED       CGS
 BL0560  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 BL0560
 BL0560                          STATION DESCRIPTION
 BL0560
 BL0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0560'1.0 MI N FROM SHEPHERD.
 BL0560'1.0 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0560'STATION AT SHEPHERD, 6 1/2 POLES NORTH OF MILEPOST 56, 57 YARDS WEST
 BL0560'OF THE CENTER LINE OF U.S. HIGHWAY 59, 33.0 FEET EAST OF AND 1.0 FOOT
 BL0560'HIGHER THAN THE CENTER LINE OF THE RAILROAD, 7.0 FEET NORTH OF A POLE,
 BL0560'2.0 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BL0560'WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 BL0560
 BL0560                          STATION RECOVERY (2005)
 BL0560
 BL0560'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0560'NEED A BETTER DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0961 ***********************************************************************
 BL0961  DESIGNATION -  Q 976
 BL0961  PID         -  BL0961
 BL0961  STATE/COUNTY-  TX/SAN JACINTO
 BL0961  USGS QUAD   -  STALEY (1972)
 BL0961
 BL0961                         *CURRENT SURVEY CONTROL
 BL0961  ___________________________________________________________________
 BL0961* NAD 83(1986)-  30 50 05.     (N)    095 15 50.     (W)     SCALED    
 BL0961* NAVD 88     -        62.33   (+/-2cm)     204.5    (feet)  VERTCON   
 BL0961  ___________________________________________________________________
 BL0961  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL0961
 BL0961  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0961
 BL0961.The horizontal coordinates were scaled from a topographic map and have
 BL0961.an estimated accuracy of +/- 6 seconds.
 BL0961
 BL0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0961.The vertical order pertains to the NGVD 29 superseded value.
 BL0961
 BL0961.The geoid height was determined by GEOID03.
 BL0961
 BL0961;                    North         East    Units  Estimated Accuracy
 BL0961;SPC TX C     - 3,140,530.    1,184,760.      MT  (+/- 180 meters Scaled)
 BL0961
 BL0961                          SUPERSEDED SURVEY CONTROL
 BL0961
 BL0961  NGVD 29 (??/??/92)   62.343  (m)          204.54   (f) ADJ UNCH    2 0
 BL0961
 BL0961.Superseded values are not recommended for survey control.
 BL0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0961.See file dsdata.txt to determine how the superseded data were derived.
 BL0961
 BL0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ834134(NAD 83)
 BL0961_MARKER: DB = BENCH MARK DISK
 BL0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0961_STAMPING: Q 976 1947
 BL0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0961+STABILITY: SURFACE MOTION
 BL0961
 BL0961  HISTORY     - Date     Condition        Report By
 BL0961  HISTORY     - 1947     MONUMENTED       CGS
 BL0961
 BL0961                          STATION DESCRIPTION
 BL0961
 BL0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0961'8.9 MI N FROM OAKHURST.
 BL0961'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0961'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO A JUNCTION
 BL0961'WITH U.S. HIGHWAY 190, THENCE 6.8 MILES NORTH ALONG A GRADED DIRT ROAD
 BL0961'TO A ROAD JUNCTION, THENCE 1.7 MILES EAST ALONG A GRADED DIRT ROAD,
 BL0961'32.0 FEET NORTH OF AND 2.0 FEET LOWER THAN THE CENTER LINE OF THE
 BL0961'ROAD, 32.0 FEET NORTHWEST OF THE NORTH CORNER OF A CATTLE GUARD, 13.0
 BL0961'FEET EAST OF A 12 INCH OAK TREE, 9.0 FEET NORTHWEST OF THE NORTHWEST
 BL0961'END OF A GATE, 2.0 FEET SOUTHWEST OF A FENCE, 2.0 FEET SOUTH OF A
 BL0961'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 BL0961'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1779 ***********************************************************************
 BL1779  DESIGNATION -  Q 977
 BL1779  PID         -  BL1779
 BL1779  STATE/COUNTY-  TX/WALKER
 BL1779  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1779
 BL1779                         *CURRENT SURVEY CONTROL
 BL1779  ___________________________________________________________________
 BL1779* NAD 83(1986)-  30 56 51.     (N)    095 34 21.     (W)     SCALED    
 BL1779* NAVD 88     -        57.40   (+/-2cm)     188.3    (feet)  VERTCON   
 BL1779  ___________________________________________________________________
 BL1779  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BL1779
 BL1779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1779
 BL1779.The horizontal coordinates were scaled from a topographic map and have
 BL1779.an estimated accuracy of +/- 6 seconds.
 BL1779
 BL1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1779.The vertical order pertains to the NGVD 29 superseded value.
 BL1779
 BL1779.The geoid height was determined by GEOID03.
 BL1779
 BL1779;                    North         East    Units  Estimated Accuracy
 BL1779;SPC TX C     - 3,151,720.    1,154,740.      MT  (+/- 180 meters Scaled)
 BL1779
 BL1779                          SUPERSEDED SURVEY CONTROL
 BL1779
 BL1779  NGVD 29 (??/??/92)   57.408  (m)          188.35   (f) ADJ UNCH    2 0
 BL1779
 BL1779.Superseded values are not recommended for survey control.
 BL1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1779.See file dsdata.txt to determine how the superseded data were derived.
 BL1779
 BL1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ542266(NAD 83)
 BL1779_MARKER: DB = BENCH MARK DISK
 BL1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1779_STAMPING: Q 977 1947
 BL1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1779+STABILITY: SURFACE MOTION
 BL1779
 BL1779  HISTORY     - Date     Condition        Report By
 BL1779  HISTORY     - 1947     MONUMENTED       CGS
 BL1779  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1779
 BL1779                          STATION DESCRIPTION
 BL1779
 BL1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1779'12.65 MI W FROM TRINITY.
 BL1779'12.65 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL1779'TRINITY, 123.0 FEET NORTH NORTHWEST OF A 4-FOOT LONE OAK TREE WHICH IS
 BL1779'IN A FARM YARD, 93.0 FEET WEST OF THE WEST END OF A SHORT DOUBLE TURN
 BL1779'IN THE ROAD, 93.0 FEET WEST OF THE CENTER OF A PRIVATE ROAD LEADING
 BL1779'SOUTH TO A FARM HOUSE, 21.0 FEET SOUTH OF THE CENTER OF THE MAIN ROAD,
 BL1779'2.3 FEET WEST OF A REFERERNCE POST, 1.0 FOOT NORTH OF THE SOUTH RIGHT
 BL1779'OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 BL1779'ROAD AND PROJECTING 0.1 FOOT.
 BL1779
 BL1779                          STATION RECOVERY (1996)
 BL1779
 BL1779'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1742 ***********************************************************************
 BL1742  DESIGNATION -  Q 978
 BL1742  PID         -  BL1742
 BL1742  STATE/COUNTY-  TX/WALKER
 BL1742  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1742
 BL1742                         *CURRENT SURVEY CONTROL
 BL1742  ___________________________________________________________________
 BL1742* NAD 83(1986)-  30 54 52.     (N)    095 33 30.     (W)     SCALED    
 BL1742* NAVD 88     -        42.55   (+/-2cm)     139.6    (feet)  VERTCON   
 BL1742  ___________________________________________________________________
 BL1742  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL1742
 BL1742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1742
 BL1742.The horizontal coordinates were scaled from a topographic map and have
 BL1742.an estimated accuracy of +/- 6 seconds.
 BL1742
 BL1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1742.The vertical order pertains to the NGVD 29 superseded value.
 BL1742
 BL1742.The geoid height was determined by GEOID03.
 BL1742
 BL1742;                    North         East    Units  Estimated Accuracy
 BL1742;SPC TX C     - 3,148,120.    1,156,250.      MT  (+/- 180 meters Scaled)
 BL1742
 BL1742                          SUPERSEDED SURVEY CONTROL
 BL1742
 BL1742  NGVD 29 (??/??/92)   42.550  (m)          139.60   (f) ADJ UNCH    2 0
 BL1742
 BL1742.Superseded values are not recommended for survey control.
 BL1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1742.See file dsdata.txt to determine how the superseded data were derived.
 BL1742
 BL1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ555229(NAD 83)
 BL1742_MARKER: DB = BENCH MARK DISK
 BL1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1742_STAMPING: Q 978 1947
 BL1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1742+STABILITY: SURFACE MOTION
 BL1742
 BL1742  HISTORY     - Date     Condition        Report By
 BL1742  HISTORY     - 1947     MONUMENTED       CGS
 BL1742  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1742
 BL1742                          STATION DESCRIPTION
 BL1742
 BL1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1742'16.55 MI SW FROM TRINITY.
 BL1742'13.4 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL1742'TRINITY, THENCE 2.05 MILES SOUTHEAST ALONG AN ABANDONED DIRT ROAD,
 BL1742'THENCE 1.1 MILES SOUTHEAST ALONG A DIM ONE TRACK WOODS ROAD, AT THE
 BL1742'JUNCTION WITH A DIM ONE TRACK ROAD LEADING SOUTH, 62 FEET NORTH OF A
 BL1742'TRIANGULAR BLAZE ON A 24 INCH OAK TREE, 34 FEET SOUTHEAST OF A
 BL1742'RAILROAD SPIKE DRIVEN IN A TRIANGULAR BLAZE ON A 36 INCH OAK TREE, 22
 BL1742'FEET NORTHEAST OF THE CENTER OF THE ROAD JUNCTION, 2 FEET EAST OF A
 BL1742'4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 BL1742'INCHES ABOVE THE GROUND.
 BL1742
 BL1742                          STATION RECOVERY (1996)
 BL1742
 BL1742'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2008 ***********************************************************************
 BY2008  DESIGNATION -  Q 979
 BY2008  PID         -  BY2008
 BY2008  STATE/COUNTY-  TX/MADISON
 BY2008  USGS QUAD   -  SAND RIDGE (1972)
 BY2008
 BY2008                         *CURRENT SURVEY CONTROL
 BY2008  ___________________________________________________________________
 BY2008* NAD 83(1986)-  31 01 03.     (N)    095 44 38.     (W)     SCALED    
 BY2008* NAVD 88     -        75.45   (+/-2cm)     247.5    (feet)  VERTCON   
 BY2008  ___________________________________________________________________
 BY2008  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY2008
 BY2008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2008
 BY2008.The horizontal coordinates were scaled from a topographic map and have
 BY2008.an estimated accuracy of +/- 6 seconds.
 BY2008
 BY2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2008.The vertical order pertains to the NGVD 29 superseded value.
 BY2008
 BY2008.The geoid height was determined by GEOID03.
 BY2008
 BY2008;                    North         East    Units  Estimated Accuracy
 BY2008;SPC TX C     - 3,158,780.    1,138,060.      MT  (+/- 180 meters Scaled)
 BY2008
 BY2008                          SUPERSEDED SURVEY CONTROL
 BY2008
 BY2008  NGVD 29 (??/??/92)   75.453  (m)          247.55   (f) ADJ UNCH    2 0
 BY2008
 BY2008.Superseded values are not recommended for survey control.
 BY2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2008.See file dsdata.txt to determine how the superseded data were derived.
 BY2008
 BY2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ380347(NAD 83)
 BY2008_MARKER: DB = BENCH MARK DISK
 BY2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2008_STAMPING: Q 979 1947
 BY2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2008+STABILITY: SURFACE MOTION
 BY2008
 BY2008  HISTORY     - Date     Condition        Report By
 BY2008  HISTORY     - 1947     MONUMENTED       CGS
 BY2008  HISTORY     - 19960601 GOOD             USPSQD
 BY2008
 BY2008                          STATION DESCRIPTION
 BY2008
 BY2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2008'0.8 MI SE FROM MIDWAY.
 BY2008'0.8 MILE SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE AT
 BY2008'MIDWAY, AT THE SOUTHEAST CORNER OF A CEMETERY, 75.0 FEET SOUTH OF THE
 BY2008'MOST SOUTHERLY TREE OF TWO 1 1/2-FOOT OAK TREES WHICH ARE 5 FEET
 BY2008'APART, 64.0 FEET NORTH OF THE CENTER OF THE ROAD, 3.5 FEET NORTHWEST
 BY2008'OF THE FENCE CORNER POST WHICH IS AT THE SOUTHEAST CORNER OF THE
 BY2008'CEMETERY, 2.0 FEET EAST OF A REFERENCE POST, SET IN A CONCRETE POST
 BY2008'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 BY2008
 BY2008                          STATION RECOVERY (1996)
 BY2008
 BY2008'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1836 ***********************************************************************
 CS1836  DESIGNATION -  Q 98
 CS1836  PID         -  CS1836
 CS1836  STATE/COUNTY-  TX/DALLAS
 CS1836  USGS QUAD   -  ARLINGTON (1981)
 CS1836
 CS1836                         *CURRENT SURVEY CONTROL
 CS1836  ___________________________________________________________________
 CS1836* NAD 83(1986)-  32 44 33.     (N)    097 01 16.     (W)     SCALED    
 CS1836* NAVD 88     -       167.630  (meters)     549.97   (feet)  ADJUSTED  
 CS1836  ___________________________________________________________________
 CS1836  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CS1836  DYNAMIC HT  -         167.436 (meters)     549.33  (feet)  COMP
 CS1836  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 CS1836
 CS1836  VERT ORDER  -  FIRST     CLASS II
 CS1836
 CS1836.The horizontal coordinates were scaled from a topographic map and have
 CS1836.an estimated accuracy of +/- 6 seconds.
 CS1836
 CS1836.The orthometric height was determined by differential leveling
 CS1836.and adjusted by the National Geodetic Survey in June 1991..
 CS1836
 CS1836.The geoid height was determined by GEOID03.
 CS1836
 CS1836.The dynamic height is computed by dividing the NAVD 88
 CS1836.geopotential number by the normal gravity value computed on the
 CS1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1836.degrees latitude (g = 980.6199 gals.).
 CS1836
 CS1836.The modeled gravity was interpolated from observed gravity values.
 CS1836
 CS1836;                    North         East    Units  Estimated Accuracy
 CS1836;SPC TXNC     - 2,120,280.      738,590.      MT  (+/- 180 meters Scaled)
 CS1836
 CS1836                          SUPERSEDED SURVEY CONTROL
 CS1836
 CS1836  NGVD 29 (??/??/92)  167.641  (m)          550.00   (f) ADJ UNCH    1 2
 CS1836
 CS1836.Superseded values are not recommended for survey control.
 CS1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1836.See file dsdata.txt to determine how the superseded data were derived.
 CS1836
 CS1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB854244(NAD 83)
 CS1836_MARKER: DB = BENCH MARK DISK
 CS1836_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS1836+WITH SETTING: PAVEMENT
 CS1836_SP_SET: WATERTANK FOOTING
 CS1836_STAMPING: Q 98 1951
 CS1836_MARK LOGO: CGS   
 CS1836_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1836+STABILITY: SURFACE MOTION
 CS1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1836+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 CS1836
 CS1836  HISTORY     - Date     Condition        Report By
 CS1836  HISTORY     - 1951     MONUMENTED       CGS
 CS1836  HISTORY     - 1966     GOOD             NGS
 CS1836  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 CS1836  HISTORY     - 1986     GOOD             NGS
 CS1836  HISTORY     - 19941003 GOOD             NGS
 CS1836
 CS1836                          STATION DESCRIPTION
 CS1836
 CS1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS1836'1.1 MI W FROM GRAND PRAIRIE.
 CS1836'1.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1836'AT GRAND PRAIRIE, 1 BLOCK NORTH OF U.S. HIGHWAY 80, 68 FEET NORTH OF
 CS1836'THE CENTER LINE OF NORTHWEST DALLAS STREET, 60 FEET EAST OF THE CENTER
 CS1836'LINE OF NORTHWEST 13TH STREET, AT THE MOST WESTERLY ONE OF TWO CITY
 CS1836'WATER TOWERS, 0.2 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 CS1836'NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOUNDATION OF THE WATER
 CS1836'TOWER.
 CS1836
 CS1836                          STATION RECOVERY (1966)
 CS1836
 CS1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1836'RECOVERED IN GOOD CONDITION.
 CS1836
 CS1836                          STATION RECOVERY (1981)
 CS1836
 CS1836'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CS1836'MARK NOT FOUND.
 CS1836
 CS1836                          STATION RECOVERY (1986)
 CS1836
 CS1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1836'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GRAND
 CS1836'PRAIRIE, AT THE INTERSECTION OF 13TH AND DALLAS STREETS, IN THE
 CS1836'NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOUNDATION OF AN ABANDONED
 CS1836'WATER TANK, 20.8 M (68.2 FT) NORTH OF THE CENTER OF DALLAS STREET,
 CS1836'18.4 (60.4 FT) EAST OF THE CENTER OF 13TH STREET, AND 9.9 M (32.5 FT)
 CS1836'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL CONCRETE BLOCK BUILDING.
 CS1836'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CS1836
 CS1836                          STATION RECOVERY (1994)
 CS1836
 CS1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS1836'IN GRAND PRAIRIE, AT THE INTERSECTION OF NORTHWEST DALLAS AND
 CS1836'NORTHWEST 13TH STREETS, NEAR THE EAST CORNER OF THE NORTHEAST CONCRETE
 CS1836'FOOTING FOR A WATER TANK (TANK REMOVED) , 43.7 M (143.4 FT) NORTH OF
 CS1836'THE CENTER OF NORTHWEST DALLAS STREET, 35.2 M (115.5 FT) EAST OF AND
 CS1836'LEVEL WITH THE CENTER OF NORTHWEST 13TH STREET, AND 14.3 M (46.9 FT)
 CS1836'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1374 ***********************************************************************
 BL1374  DESIGNATION -  Q 980
 BL1374  PID         -  BL1374
 BL1374  STATE/COUNTY-  TX/SAN JACINTO
 BL1374  USGS QUAD   -  WESTCOTT (1976)
 BL1374
 BL1374                         *CURRENT SURVEY CONTROL
 BL1374  ___________________________________________________________________
 BL1374* NAD 83(1986)-  30 23 45.     (N)    095 06 18.     (W)     SCALED    
 BL1374* NAVD 88     -        51.95   (+/-2cm)     170.4    (feet)  VERTCON   
 BL1374  ___________________________________________________________________
 BL1374  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1374
 BL1374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1374
 BL1374.The horizontal coordinates were scaled from a topographic map and have
 BL1374.an estimated accuracy of +/- 6 seconds.
 BL1374
 BL1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1374.The vertical order pertains to the NGVD 29 superseded value.
 BL1374
 BL1374.The geoid height was determined by GEOID03.
 BL1374
 BL1374;                    North         East    Units  Estimated Accuracy
 BL1374;SPC TX C     - 3,092,640.    1,202,230.      MT  (+/- 180 meters Scaled)
 BL1374
 BL1374                          SUPERSEDED SURVEY CONTROL
 BL1374
 BL1374  NGVD 29 (??/??/92)   51.955  (m)          170.46   (f) ADJ UNCH    2 0
 BL1374
 BL1374.Superseded values are not recommended for survey control.
 BL1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1374.See file dsdata.txt to determine how the superseded data were derived.
 BL1374
 BL1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP977645(NAD 83)
 BL1374_MARKER: DB = BENCH MARK DISK
 BL1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1374_STAMPING: Q 980 1947
 BL1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1374+STABILITY: SURFACE MOTION
 BL1374
 BL1374  HISTORY     - Date     Condition        Report By
 BL1374  HISTORY     - 1947     MONUMENTED       CGS
 BL1374
 BL1374                          STATION DESCRIPTION
 BL1374
 BL1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1374'6.5 MI N FROM CLEVELAND.
 BL1374'3.0 MILES NORTH ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BL1374'RAILROAD STATION AT CLEVELAND, THENCE 2.3 MILES NORTHWEST ALONG A DIRT
 BL1374'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A DIRT ROAD, AT THE
 BL1374'INTERSECTION OF THE ROAD AND SAM HOUSTON NATIONAL FOREST HIGHWAY 216,
 BL1374'APPROXIMATELY 100 YARDS NORTHWEST OF A SAWMILL, 141.7 FEET NORTHWEST
 BL1374'OF THE WEST CORNER OF A YARD FENCE, 37.0 FEET NORTHEAST OF AND LEVEL
 BL1374'WITH THE CENTER LINE OF THE HIGHWAY, 27.5 FEET SOUTH OF A 12-INCH PINE
 BL1374'TREE, 21.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET
 BL1374'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL1374'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1122 ***********************************************************************
 BL1122  DESIGNATION -  Q 981
 BL1122  PID         -  BL1122
 BL1122  STATE/COUNTY-  TX/SAN JACINTO
 BL1122  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1122
 BL1122                         *CURRENT SURVEY CONTROL
 BL1122  ___________________________________________________________________
 BL1122* NAD 83(1986)-  30 37 36.     (N)    095 11 10.     (W)     SCALED    
 BL1122* NAVD 88     -        82.33   (+/-2cm)     270.1    (feet)  VERTCON   
 BL1122  ___________________________________________________________________
 BL1122  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL1122
 BL1122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1122
 BL1122.The horizontal coordinates were scaled from a topographic map and have
 BL1122.an estimated accuracy of +/- 6 seconds.
 BL1122
 BL1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1122.The vertical order pertains to the NGVD 29 superseded value.
 BL1122
 BL1122.The geoid height was determined by GEOID03.
 BL1122
 BL1122;                    North         East    Units  Estimated Accuracy
 BL1122;SPC TX C     - 3,117,840.    1,193,260.      MT  (+/- 180 meters Scaled)
 BL1122
 BL1122                          SUPERSEDED SURVEY CONTROL
 BL1122
 BL1122  NGVD 29 (??/??/92)   82.343  (m)          270.15   (f) ADJ UNCH    2 0
 BL1122
 BL1122.Superseded values are not recommended for survey control.
 BL1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1122.See file dsdata.txt to determine how the superseded data were derived.
 BL1122
 BL1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP904902(NAD 83)
 BL1122_MARKER: DB = BENCH MARK DISK
 BL1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1122_STAMPING: Q 981 1947
 BL1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1122+STABILITY: SURFACE MOTION
 BL1122
 BL1122  HISTORY     - Date     Condition        Report By
 BL1122  HISTORY     - 1947     MONUMENTED       CGS
 BL1122
 BL1122                          STATION DESCRIPTION
 BL1122
 BL1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1122'4.2 MI NW FROM COLDSPRING.
 BL1122'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1122'COLDSPRING, THENCE 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 156,
 BL1122'APPROXIMATELY 150 YARDS SOUTHEAST OF A CONCRETE CULVERT, 44.6 FEET
 BL1122'NORTHEAST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY,
 BL1122'19.0 FEET SOUTH OF A 12-INCH PINE TREE, 2.0 FEET NORTHWEST OF A
 BL1122'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BL1122'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1348 ***********************************************************************
 BL1348  DESIGNATION -  Q 982
 BL1348  PID         -  BL1348
 BL1348  STATE/COUNTY-  TX/MONTGOMERY
 BL1348  USGS QUAD   -  WILLIS (1997)
 BL1348
 BL1348                         *CURRENT SURVEY CONTROL
 BL1348  ___________________________________________________________________
 BL1348* NAD 83(1986)-  30 26 13.     (N)    095 22 51.     (W)     SCALED    
 BL1348* NAVD 88     -        95.28   (+/-2cm)     312.6    (feet)  VERTCON   
 BL1348  ___________________________________________________________________
 BL1348  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1348
 BL1348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1348
 BL1348.The horizontal coordinates were scaled from a topographic map and have
 BL1348.an estimated accuracy of +/- 6 seconds.
 BL1348
 BL1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1348.The vertical order pertains to the NGVD 29 superseded value.
 BL1348
 BL1348.The geoid height was determined by GEOID03.
 BL1348
 BL1348;                    North         East    Units  Estimated Accuracy
 BL1348;SPC TX C     - 3,095,980.    1,175,550.      MT  (+/- 180 meters Scaled)
 BL1348
 BL1348                          SUPERSEDED SURVEY CONTROL
 BL1348
 BL1348  NGVD 29 (??/??/92)   95.280  (m)          312.60   (f) ADJ UNCH    2 0
 BL1348
 BL1348.Superseded values are not recommended for survey control.
 BL1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1348.See file dsdata.txt to determine how the superseded data were derived.
 BL1348
 BL1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP713696(NAD 83)
 BL1348_MARKER: DB = BENCH MARK DISK
 BL1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1348_STAMPING: Q 982 1947
 BL1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1348+STABILITY: SURFACE MOTION
 BL1348
 BL1348  HISTORY     - Date     Condition        Report By
 BL1348  HISTORY     - 1947     MONUMENTED       CGS
 BL1348  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL1348
 BL1348                          STATION DESCRIPTION
 BL1348
 BL1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1348'6.15 MI E FROM WILLIS.
 BL1348'0.3 MILE SOUTH AND 5.85 MILES EAST ALONG THE WILLIS-EVERGREEN ROAD
 BL1348'FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT WILLIS, 410
 BL1348'FEET WEST OF THE TOP OF A PROMINENT SANDY HILL, 119.0 FEET WEST OF THE
 BL1348'CENTER OF THE NORTH END OF A 1 1/2-FOOT CORRUGATED IRON PIPE CULVERT
 BL1348'UNDER THE ROAD, 30.0 FEET NORTH OF THE CENTER OF THE ROAD, 2.3 FEET
 BL1348'NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 BL1348'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 BL1348
 BL1348                          STATION RECOVERY (1960)
 BL1348
 BL1348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1748 ***********************************************************************
 BL1748  DESIGNATION -  Q 983
 BL1748  PID         -  BL1748
 BL1748  STATE/COUNTY-  TX/WALKER
 BL1748  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1748
 BL1748                         *CURRENT SURVEY CONTROL
 BL1748  ___________________________________________________________________
 BL1748* NAD 83(1986)-  30 49 33.     (N)    095 40 12.     (W)     SCALED    
 BL1748* NAVD 88     -       113.16   (+/-2cm)     371.3    (feet)  VERTCON   
 BL1748  ___________________________________________________________________
 BL1748  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BL1748
 BL1748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1748
 BL1748.The horizontal coordinates were scaled from a topographic map and have
 BL1748.an estimated accuracy of +/- 6 seconds.
 BL1748
 BL1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1748.The vertical order pertains to the NGVD 29 superseded value.
 BL1748
 BL1748.The geoid height was determined by GEOID03.
 BL1748
 BL1748;                    North         East    Units  Estimated Accuracy
 BL1748;SPC TX C     - 3,137,850.    1,145,990.      MT  (+/- 180 meters Scaled)
 BL1748
 BL1748                          SUPERSEDED SURVEY CONTROL
 BL1748
 BL1748  NGVD 29 (??/??/92)  113.161  (m)          371.26   (f) ADJ UNCH    2 0
 BL1748
 BL1748.Superseded values are not recommended for survey control.
 BL1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1748.See file dsdata.txt to determine how the superseded data were derived.
 BL1748
 BL1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ445133(NAD 83)
 BL1748_MARKER: DB = BENCH MARK DISK
 BL1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1748_STAMPING: Q 983 1947
 BL1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1748+STABILITY: SURFACE MOTION
 BL1748
 BL1748  HISTORY     - Date     Condition        Report By
 BL1748  HISTORY     - 1947     MONUMENTED       CGS
 BL1748  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1748
 BL1748                          STATION DESCRIPTION
 BL1748
 BL1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1748'13.6 MI NW FROM HUNTSVILLE.
 BL1748'TO REACH FROM THE COURT HOUSE AT HUNTSVILLE, PROCEED 10.5 MILES
 BL1748'NORTHWEST ALONG U.S. HIGHWAY NO.75 TO AN OLD ABANDONED GRADED DIRT
 BL1748'ROAD LEADING EAST, THENCE 0.4 MILE EAST, 1.0 MILE NORTH, 0.7 MILE
 BL1748'EAST, 0.7 MILE NORTH AND 0.3 MILE NORTHEAST ALONG THE OLD ABANDONED
 BL1748'GRADED DIRT ROAD.  BENCH MARK IS ON THE NORTHEAST SLOPE OF AND 180.0
 BL1748'FEET NORTHEAST OF THE TOP OF A SANDY HILL, 255.0 FEET SOUTHWEST OF THE
 BL1748'CENTER OF A DRY WASH ACROSS THE ROAD, 28.0 FEET NORTHWEST OF THE
 BL1748'CENTER OF THE ROAD, 3.2 FEET SOUTHWEST OF A REFERENCE POST, SET IN A
 BL1748'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2
 BL1748'FOOT.
 BL1748
 BL1748                          STATION RECOVERY (1996)
 BL1748
 BL1748'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1793 ***********************************************************************
 BL1793  DESIGNATION -  Q 984
 BL1793  PID         -  BL1793
 BL1793  STATE/COUNTY-  TX/WALKER
 BL1793  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1793
 BL1793                         *CURRENT SURVEY CONTROL
 BL1793  ___________________________________________________________________
 BL1793* NAD 83(1986)-  30 53 33.     (N)    095 30 38.     (W)     SCALED    
 BL1793* NAVD 88     -        60.18   (+/-2cm)     197.4    (feet)  VERTCON   
 BL1793  ___________________________________________________________________
 BL1793  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BL1793
 BL1793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1793
 BL1793.The horizontal coordinates were scaled from a topographic map and have
 BL1793.an estimated accuracy of +/- 6 seconds.
 BL1793
 BL1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1793.The vertical order pertains to the NGVD 29 superseded value.
 BL1793
 BL1793.The geoid height was determined by GEOID03.
 BL1793
 BL1793;                    North         East    Units  Estimated Accuracy
 BL1793;SPC TX C     - 3,145,880.    1,160,910.      MT  (+/- 180 meters Scaled)
 BL1793
 BL1793                          SUPERSEDED SURVEY CONTROL
 BL1793
 BL1793  NGVD 29 (??/??/92)   60.182  (m)          197.45   (f) ADJ UNCH    2 0
 BL1793
 BL1793.Superseded values are not recommended for survey control.
 BL1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1793.See file dsdata.txt to determine how the superseded data were derived.
 BL1793
 BL1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ600203(NAD 83)
 BL1793_MARKER: DB = BENCH MARK DISK
 BL1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1793_STAMPING: Q 984 1947
 BL1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1793+STABILITY: SURFACE MOTION
 BL1793
 BL1793  HISTORY     - Date     Condition        Report By
 BL1793  HISTORY     - 1947     MONUMENTED       CGS
 BL1793  HISTORY     - 19960601 GOOD             USPSQD
 BL1793
 BL1793                          STATION DESCRIPTION
 BL1793
 BL1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1793'9.4 MI NW FROM RIVERSIDE.
 BL1793'TO REACH FROM THE RIVERSIDE HIGH SCHOOL AT RIVERSIDE, PROCEED 6.6
 BL1793'MILES WEST ALONG A GRAVEL ROAD TO A DIRT ROAD LEADING BORTH, THENCE
 BL1793'2.8 MILES NORTH ALONG A DIRT ROAD, BENCH MARK IS AT THE TOP OF A
 BL1793'PROMINENT HILL, 0.3 MILE EAST OF THE FORD CROSSING OF NELSONS CREEK,
 BL1793'0.1 MILE EAST OF A FARM HOUSE, 68.0 FEET SOUTH OF THE CENTER OF THE
 BL1793'ROAD, 54.0 FEET SOUTH SOUTHWEST OF A TRIANGULAR BLAZE ON A 1 1/2-FOOT
 BL1793'OAK TREE, 3.5 FEET SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST
 BL1793'ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 BL1793
 BL1793                          STATION RECOVERY (1996)
 BL1793
 BL1793'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1042 ***********************************************************************
 BL1042  DESIGNATION -  Q 985
 BL1042  PID         -  BL1042
 BL1042  STATE/COUNTY-  TX/SAN JACINTO
 BL1042  USGS QUAD   -  MAYNARD (1997)
 BL1042
 BL1042                         *CURRENT SURVEY CONTROL
 BL1042  ___________________________________________________________________
 BL1042* NAD 83(1986)-  30 31 36.     (N)    095 19 36.     (W)     SCALED    
 BL1042* NAVD 88     -       119.55   (+/-2cm)     392.2    (feet)  VERTCON   
 BL1042  ___________________________________________________________________
 BL1042  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL1042
 BL1042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1042
 BL1042.The horizontal coordinates were scaled from a topographic map and have
 BL1042.an estimated accuracy of +/- 6 seconds.
 BL1042
 BL1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1042.The vertical order pertains to the NGVD 29 superseded value.
 BL1042
 BL1042.The geoid height was determined by GEOID03.
 BL1042
 BL1042;                    North         East    Units  Estimated Accuracy
 BL1042;SPC TX C     - 3,106,150.    1,180,300.      MT  (+/- 180 meters Scaled)
 BL1042
 BL1042                          SUPERSEDED SURVEY CONTROL
 BL1042
 BL1042  NGVD 29 (??/??/92)  119.550  (m)          392.22   (f) ADJ UNCH    2 0
 BL1042
 BL1042.Superseded values are not recommended for survey control.
 BL1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1042.See file dsdata.txt to determine how the superseded data were derived.
 BL1042
 BL1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP767794(NAD 83)
 BL1042_MARKER: DB = BENCH MARK DISK
 BL1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1042_STAMPING: Q 985 1947
 BL1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1042+STABILITY: SURFACE MOTION
 BL1042
 BL1042  HISTORY     - Date     Condition        Report By
 BL1042  HISTORY     - 1947     MONUMENTED       CGS
 BL1042
 BL1042                          STATION DESCRIPTION
 BL1042
 BL1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1042'5.8 MI SW FROM EVERGREEN.
 BL1042'5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1042'EVERGREEN, 87 YARDS NORTHEAST OF A CONCRETE CULVERT, 50 YARDS
 BL1042'SOUTHWEST OF A HOUSE, 61.8 FEET NORTHWEST OF AND 3.0 FEET LOWER THAN
 BL1042'THE CENTER LINE OF THE HIGHWAY, 26.5 FEET SOUTHWEST OF A FENCE CORNER,
 BL1042'12.2 FEET SOUTHEAST OF A FENCE, 1.7 FEET NORTHEAST OF A WITNESS POST,
 BL1042'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 BL1042'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0983 ***********************************************************************
 BL0983  DESIGNATION -  Q 986
 BL0983  PID         -  BL0983
 BL0983  STATE/COUNTY-  TX/POLK
 BL0983  USGS QUAD   -  CARLISLE (1972)
 BL0983
 BL0983                         *CURRENT SURVEY CONTROL
 BL0983  ___________________________________________________________________
 BL0983* NAD 83(1986)-  30 45 15.     (N)    095 07 32.     (W)     SCALED    
 BL0983* NAVD 88     -        35.60   (+/-2cm)     116.8    (feet)  VERTCON   
 BL0983  ___________________________________________________________________
 BL0983  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL0983
 BL0983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0983
 BL0983.The horizontal coordinates were scaled from a topographic map and have
 BL0983.an estimated accuracy of +/- 6 seconds.
 BL0983
 BL0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0983.The vertical order pertains to the NGVD 29 superseded value.
 BL0983
 BL0983.The geoid height was determined by GEOID03.
 BL0983
 BL0983;                    North         East    Units  Estimated Accuracy
 BL0983;SPC TX C     - 3,132,220.    1,198,400.      MT  (+/- 180 meters Scaled)
 BL0983
 BL0983                          SUPERSEDED SURVEY CONTROL
 BL0983
 BL0983  NGVD 29 (??/??/92)   35.617  (m)          116.85   (f) ADJ UNCH    2 0
 BL0983
 BL0983.Superseded values are not recommended for survey control.
 BL0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0983.See file dsdata.txt to determine how the superseded data were derived.
 BL0983
 BL0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ965042(NAD 83)
 BL0983_MARKER: DB = BENCH MARK DISK
 BL0983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0983_SP_SET: BRIDGE ABUTMENT
 BL0983_STAMPING: Q 986 1947
 BL0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0983
 BL0983  HISTORY     - Date     Condition        Report By
 BL0983  HISTORY     - 1947     MONUMENTED       CGS
 BL0983  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0983
 BL0983                          STATION DESCRIPTION
 BL0983
 BL0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0983'4.8 MI W FROM BLANCHARD.
 BL0983'4.8 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL0983'BLANCHARD, 5.2 MILES EAST OF POINT BLANK, 0.3 MILE EAST OF THE EAST
 BL0983'SIDE OF THE TRINITY RIVER, 15.5 FEET NORTH OF AND 0.5 FOOT HIGHER THAN
 BL0983'THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT NORTH OF THE EAST CONCRETE
 BL0983'POST OF THE NORTH GUARD RAIL, SET IN THE TOP OF THE NORTH END OF THE
 BL0983'EAST ABUTMENT OF CONCRETE BRIDGE S 52 T 52.
 BL0983
 BL0983                          STATION RECOVERY (1997)
 BL0983
 BL0983'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1679 ***********************************************************************
 BL1679  DESIGNATION -  Q 987
 BL1679  PID         -  BL1679
 BL1679  STATE/COUNTY-  TX/WALKER
 BL1679  USGS QUAD   -  HUNTSVILLE (1976)
 BL1679
 BL1679                         *CURRENT SURVEY CONTROL
 BL1679  ___________________________________________________________________
 BL1679* NAD 83(1986)-  30 44 26.     (N)    095 35 07.     (W)     SCALED    
 BL1679* NAVD 88     -       107.55   (+/-2cm)     352.9    (feet)  VERTCON   
 BL1679  ___________________________________________________________________
 BL1679  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BL1679
 BL1679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1679
 BL1679.The horizontal coordinates were scaled from a topographic map and have
 BL1679.an estimated accuracy of +/- 6 seconds.
 BL1679
 BL1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1679.The vertical order pertains to the NGVD 29 superseded value.
 BL1679
 BL1679.The geoid height was determined by GEOID03.
 BL1679
 BL1679;                    North         East    Units  Estimated Accuracy
 BL1679;SPC TX C     - 3,128,750.    1,154,500.      MT  (+/- 180 meters Scaled)
 BL1679
 BL1679                          SUPERSEDED SURVEY CONTROL
 BL1679
 BL1679  NGVD 29 (??/??/92)  107.550  (m)          352.85   (f) ADJ UNCH    2 0
 BL1679
 BL1679.Superseded values are not recommended for survey control.
 BL1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1679.See file dsdata.txt to determine how the superseded data were derived.
 BL1679
 BL1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ524037(NAD 83)
 BL1679_MARKER: DB = BENCH MARK DISK
 BL1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1679_STAMPING: Q 987 1947
 BL1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1679+STABILITY: SURFACE MOTION
 BL1679
 BL1679  HISTORY     - Date     Condition        Report By
 BL1679  HISTORY     - 1947     MONUMENTED       CGS
 BL1679  HISTORY     - 1962     MARK NOT FOUND   USGS
 BL1679  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1679
 BL1679                          STATION DESCRIPTION
 BL1679
 BL1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1679'2.7 MI NW FROM HUNTSVILLE.
 BL1679'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75 AND 0.3 MILE NORTH ALONG
 BL1679'THE AIRPORT ROAD FROM THE COURT HOUSE AT HUNTSVILLE, AT THE MAIN
 BL1679'HANGAR OF THE SAM HOUSTON STATE COLLEGE AIRPORT, 2.3 FEET EAST OF THE
 BL1679'EAST END OF THE STEEL RAILING WHICH IS AT THE BOTTOM OF THE SOUTH DOOR
 BL1679'TO THE HANGAR, 1.3 FOOT WEST OF A REFERENCE POST, SET IN A CONCRETE
 BL1679'POST PROJECTING 0.3 FOOT.
 BL1679
 BL1679                          STATION RECOVERY (1962)
 BL1679
 BL1679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BL1679'MARK NOT FOUND.
 BL1679
 BL1679                          STATION RECOVERY (1996)
 BL1679
 BL1679'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1929 ***********************************************************************
 BY1929  DESIGNATION -  Q 988
 BY1929  PID         -  BY1929
 BY1929  STATE/COUNTY-  TX/HOUSTON
 BY1929  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1929
 BY1929                         *CURRENT SURVEY CONTROL
 BY1929  ___________________________________________________________________
 BY1929* NAD 83(1986)-  31 17 29.     (N)    095 30 21.     (W)     SCALED    
 BY1929* NAVD 88     -       110.25   (+/-2cm)     361.7    (feet)  VERTCON   
 BY1929  ___________________________________________________________________
 BY1929  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1929
 BY1929  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1929
 BY1929.The horizontal coordinates were scaled from a topographic map and have
 BY1929.an estimated accuracy of +/- 6 seconds.
 BY1929
 BY1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1929.The vertical order pertains to the NGVD 29 superseded value.
 BY1929
 BY1929.The geoid height was determined by GEOID03.
 BY1929
 BY1929;                    North         East    Units  Estimated Accuracy
 BY1929;SPC TX C     - 3,190,080.    1,159,450.      MT  (+/- 180 meters Scaled)
 BY1929
 BY1929                          SUPERSEDED SURVEY CONTROL
 BY1929
 BY1929  NGVD 29 (??/??/92)  110.238  (m)          361.67   (f) ADJ UNCH    2 0
 BY1929
 BY1929.Superseded values are not recommended for survey control.
 BY1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1929.See file dsdata.txt to determine how the superseded data were derived.
 BY1929
 BY1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ614646(NAD 83)
 BY1929_MARKER: DB = BENCH MARK DISK
 BY1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1929_STAMPING: Q 988 1947
 BY1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1929+STABILITY: SURFACE MOTION
 BY1929
 BY1929  HISTORY     - Date     Condition        Report By
 BY1929  HISTORY     - 1947     MONUMENTED       CGS
 BY1929
 BY1929                          STATION DESCRIPTION
 BY1929
 BY1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1929'3.7 MI SW FROM CROCKETT.
 BY1929'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 21 FROM THE COURT HOUSE AT
 BY1929'CROCKETT, AT THE CROCKETT MUNICIPAL AIRPORT, 379 FEET NORTHWEST OF THE
 BY1929'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A 4X4 MARKER POST, 2
 BY1929'FEET SOUTHEAST OF THE EAST CORNER OF THE HANGAR, SET IN A CONCRETE
 BY1929'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0122 ***********************************************************************
 BL0122  DESIGNATION -  Q 99
 BL0122  PID         -  BL0122
 BL0122  STATE/COUNTY-  TX/JASPER
 BL0122  USGS QUAD   -  PACE HILL (1984)
 BL0122
 BL0122                         *CURRENT SURVEY CONTROL
 BL0122  ___________________________________________________________________
 BL0122* NAD 83(1986)-  30 57 42.     (N)    094 11 29.     (W)     SCALED    
 BL0122* NAVD 88     -        37.84   (+/-2cm)     124.1    (feet)  VERTCON   
 BL0122  ___________________________________________________________________
 BL0122  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BL0122
 BL0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0122
 BL0122.The horizontal coordinates were scaled from a topographic map and have
 BL0122.an estimated accuracy of +/- 6 seconds.
 BL0122
 BL0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0122.The vertical order pertains to the NGVD 29 superseded value.
 BL0122
 BL0122.The geoid height was determined by GEOID03.
 BL0122
 BL0122;                    North         East    Units  Estimated Accuracy
 BL0122;SPC TX C     - 3,159,750.    1,286,450.      MT  (+/- 180 meters Scaled)
 BL0122
 BL0122                          SUPERSEDED SURVEY CONTROL
 BL0122
 BL0122  NGVD 29 (??/??/92)   37.848  (m)          124.17   (f) ADJ UNCH    2 0
 BL0122
 BL0122.Superseded values are not recommended for survey control.
 BL0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0122.See file dsdata.txt to determine how the superseded data were derived.
 BL0122
 BL0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ862259(NAD 83)
 BL0122_MARKER: DB = BENCH MARK DISK
 BL0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0122_STAMPING: Q 99 1952
 BL0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0122+STABILITY: SURFACE MOTION
 BL0122
 BL0122  HISTORY     - Date     Condition        Report By
 BL0122  HISTORY     - 1952     MONUMENTED       CGS
 BL0122  HISTORY     - 1978     GOOD             USGS
 BL0122
 BL0122                          STATION DESCRIPTION
 BL0122
 BL0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0122'18.05 MI NW FROM JASPER.
 BL0122'14.25 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BL0122'JASPER, THENCE 1.95 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BL0122'0.7 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTHEAST
 BL0122'ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A SLIGHTLY
 BL0122'USED WOODS ROAD, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE WOODS
 BL0122'ROAD, 11.6 FEET WEST OF A 14 INCH OAK TREE, 1.2 FEET EAST OF A WITNESS
 BL0122'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BL0122'THE GROUND.
 BL0122
 BL0122                          STATION RECOVERY (1978)
 BL0122
 BL0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0122'JASPER, JUNCTION OF U. S. HWY. 96 WITH U. S. HWY 190 AND STATE HWY.
 BL0122'63, THENCE 14.6 MILES NORTHWEST ALONG STATE HWY. 63 TO F. M. ROAD
 BL0122'255, THENCE 4.0 MILES SOUTHWEST ALONG F. M. 255 TO A T-ROAD-S, THENCE
 BL0122'SOUTH ALONG GRAVELED ROAD FOR 1.6 MILES TO A ROAD FORK, THENCE ALONG
 BL0122'THE RIGHT ROAD FORK FOR 0.2 MILES. OPPOSITE A HOUSE TO SOUTHWEST. 65
 BL0122'FT. NE OF NORTHEAST CORNER OF HOUSE, 30 FT. SW AND 3.5 FT. HIGHER
 BL0122'THAN CENTERLINE OF ROAD. IN CONCRETE POST PROJECTING 0.5 FT ABOVE
 BL0122'GROUND. STANDARD TABLET STAMPED Q 99 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0932 ***********************************************************************
 CR0932  DESIGNATION -  Q 990
 CR0932  PID         -  CR0932
 CR0932  STATE/COUNTY-  TX/VAN ZANDT
 CR0932  USGS QUAD   -  VAN (1981)
 CR0932
 CR0932                         *CURRENT SURVEY CONTROL
 CR0932  ___________________________________________________________________
 CR0932* NAD 83(1986)-  32 30 47.     (N)    095 42 51.     (W)     SCALED    
 CR0932* NAVD 88     -       154.864  (meters)     508.08   (feet)  ADJUSTED  
 CR0932  ___________________________________________________________________
 CR0932  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CR0932  DYNAMIC HT  -         154.685 (meters)     507.50  (feet)  COMP
 CR0932  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 CR0932
 CR0932  VERT ORDER  -  SECOND    CLASS 0
 CR0932
 CR0932.The horizontal coordinates were scaled from a topographic map and have
 CR0932.an estimated accuracy of +/- 6 seconds.
 CR0932
 CR0932.The orthometric height was determined by differential leveling
 CR0932.and adjusted by the National Geodetic Survey in June 1991..
 CR0932
 CR0932.The geoid height was determined by GEOID03.
 CR0932
 CR0932.The dynamic height is computed by dividing the NAVD 88
 CR0932.geopotential number by the normal gravity value computed on the
 CR0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0932.degrees latitude (g = 980.6199 gals.).
 CR0932
 CR0932.The modeled gravity was interpolated from observed gravity values.
 CR0932
 CR0932;                    North         East    Units  Estimated Accuracy
 CR0932;SPC TXNC     - 2,097,330.      861,710.      MT  (+/- 180 meters Scaled)
 CR0932
 CR0932                          SUPERSEDED SURVEY CONTROL
 CR0932
 CR0932  NGVD 29 (??/??/92)  154.879  (m)          508.13   (f) ADJ UNCH    2 0
 CR0932
 CR0932.Superseded values are not recommended for survey control.
 CR0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0932.See file dsdata.txt to determine how the superseded data were derived.
 CR0932
 CR0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS450005(NAD 83)
 CR0932_MARKER: DB = BENCH MARK DISK
 CR0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0932_STAMPING: Q 990 1948
 CR0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0932+STABILITY: SURFACE MOTION
 CR0932
 CR0932  HISTORY     - Date     Condition        Report By
 CR0932  HISTORY     - 1948     MONUMENTED       CGS
 CR0932  HISTORY     - 19950904 GOOD             USPSQD
 CR0932  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0932  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0932
 CR0932                          STATION DESCRIPTION
 CR0932
 CR0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0932'1.2 MI E FROM COLFAX.
 CR0932'1.2 MILES EAST ALONG THE COLFAX-VAN HIGHWAY FROM THE METHODIST CHURCH
 CR0932'AT COLFAX, 142 YARDS (PACED) EAST OF A CONCRETE CULVERT, 142.2 FEET
 CR0932'SOUTH OF AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A
 CR0932'FARMHOUSE, 52.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 CR0932'WEST OF A REFERENCE POST, 0.9 FOOT NORTH OF A FENCE, SET IN THE TOP OF
 CR0932'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0932
 CR0932                          STATION RECOVERY (1995)
 CR0932
 CR0932'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0932'RECOVERED IN GOOD CONDITION.
 CR0932
 CR0932                          STATION RECOVERY (2004)
 CR0932
 CR0932'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0932'MARK NOT FOUND.
 CR0932
 CR0932                          STATION RECOVERY (2005)
 CR0932
 CR0932'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0910 ***********************************************************************
 CR0910  DESIGNATION -  Q 991
 CR0910  PID         -  CR0910
 CR0910  STATE/COUNTY-  TX/SMITH
 CR0910  USGS QUAD   -  VAN LAKE (1981)
 CR0910
 CR0910                         *CURRENT SURVEY CONTROL
 CR0910  ___________________________________________________________________
 CR0910* NAD 83(1986)-  32 36 23.     (N)    095 34 34.     (W)     SCALED    
 CR0910* NAVD 88     -       109.381  (meters)     358.86   (feet)  ADJUSTED  
 CR0910  ___________________________________________________________________
 CR0910  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CR0910  DYNAMIC HT  -         109.256 (meters)     358.45  (feet)  COMP
 CR0910  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 CR0910
 CR0910  VERT ORDER  -  SECOND    CLASS 0
 CR0910
 CR0910.The horizontal coordinates were scaled from a topographic map and have
 CR0910.an estimated accuracy of +/- 6 seconds.
 CR0910
 CR0910.The orthometric height was determined by differential leveling
 CR0910.and adjusted by the National Geodetic Survey in June 1991..
 CR0910
 CR0910.The geoid height was determined by GEOID03.
 CR0910
 CR0910.The dynamic height is computed by dividing the NAVD 88
 CR0910.geopotential number by the normal gravity value computed on the
 CR0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0910.degrees latitude (g = 980.6199 gals.).
 CR0910
 CR0910.The modeled gravity was interpolated from observed gravity values.
 CR0910
 CR0910;                    North         East    Units  Estimated Accuracy
 CR0910;SPC TXNC     - 2,108,030.      874,390.      MT  (+/- 180 meters Scaled)
 CR0910
 CR0910                          SUPERSEDED SURVEY CONTROL
 CR0910
 CR0910  NGVD 29 (??/??/92)  109.405  (m)          358.94   (f) ADJ UNCH    2 0
 CR0910
 CR0910.Superseded values are not recommended for survey control.
 CR0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0910.See file dsdata.txt to determine how the superseded data were derived.
 CR0910
 CR0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS582105(NAD 83)
 CR0910_MARKER: DB = BENCH MARK DISK
 CR0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0910_STAMPING: Q 991 1948
 CR0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0910+STABILITY: SURFACE MOTION
 CR0910
 CR0910  HISTORY     - Date     Condition        Report By
 CR0910  HISTORY     - 1948     MONUMENTED       CGS
 CR0910  HISTORY     - 19960420 GOOD             USPSQD
 CR0910  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0910
 CR0910                          STATION DESCRIPTION
 CR0910
 CR0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0910'1.15 MI N FROM JAMESTOWN.
 CR0910'1.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE CHURCH OF CHRIST AT
 CR0910'JAMESTOWN, 128 YARDS (PACED) NORTH OF THE MOST NORTHERLY ONE OF TWO
 CR0910'BRIDGES, 193.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE
 CR0910'SOUTHWEST CORNER OF A FARMHOUSE, 33.0 FEET WEST OF THE CENTER LINE OF
 CR0910'AN ASPHALT ROAD, 12.0 FEET SOUTH OF A 12-INCH SWEETGUM TREE, 4.0 FEET
 CR0910'SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST, 2.1 FEET
 CR0910'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CR0910'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CR0910
 CR0910                          STATION RECOVERY (1996)
 CR0910
 CR0910'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0910'RECOVERED IN GOOD CONDITION.
 CR0910
 CR0910                          STATION RECOVERY (2004)
 CR0910
 CR0910'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0889 ***********************************************************************
 CR0889  DESIGNATION -  Q 992
 CR0889  PID         -  CR0889
 CR0889  STATE/COUNTY-  TX/VAN ZANDT
 CR0889  USGS QUAD   -  FRUITVALE (1962)
 CR0889
 CR0889                         *CURRENT SURVEY CONTROL
 CR0889  ___________________________________________________________________
 CR0889* NAD 83(1986)-  32 41 12.     (N)    095 49 21.     (W)     SCALED    
 CR0889* NAVD 88     -       123.833  (meters)     406.28   (feet)  ADJUSTED  
 CR0889  ___________________________________________________________________
 CR0889  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CR0889  DYNAMIC HT  -         123.693 (meters)     405.82  (feet)  COMP
 CR0889  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 CR0889
 CR0889  VERT ORDER  -  SECOND    CLASS 0
 CR0889
 CR0889.The horizontal coordinates were scaled from a topographic map and have
 CR0889.an estimated accuracy of +/- 6 seconds.
 CR0889
 CR0889.The orthometric height was determined by differential leveling
 CR0889.and adjusted by the National Geodetic Survey in June 1991..
 CR0889
 CR0889.The geoid height was determined by GEOID03.
 CR0889
 CR0889.The dynamic height is computed by dividing the NAVD 88
 CR0889.geopotential number by the normal gravity value computed on the
 CR0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0889.degrees latitude (g = 980.6199 gals.).
 CR0889
 CR0889.The modeled gravity was interpolated from observed gravity values.
 CR0889
 CR0889;                    North         East    Units  Estimated Accuracy
 CR0889;SPC TXNC     - 2,116,310.      851,050.      MT  (+/- 180 meters Scaled)
 CR0889
 CR0889                          SUPERSEDED SURVEY CONTROL
 CR0889
 CR0889  NGVD 29 (??/??/92)  123.851  (m)          406.33   (f) ADJ UNCH    2 0
 CR0889
 CR0889.Superseded values are not recommended for survey control.
 CR0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0889.See file dsdata.txt to determine how the superseded data were derived.
 CR0889
 CR0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS353200(NAD 83)
 CR0889_MARKER: DB = BENCH MARK DISK
 CR0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0889_STAMPING: Q 992 1948
 CR0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0889+STABILITY: SURFACE MOTION
 CR0889
 CR0889  HISTORY     - Date     Condition        Report By
 CR0889  HISTORY     - 1948     MONUMENTED       CGS
 CR0889  HISTORY     - 1952     GOOD             NGS
 CR0889  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0889
 CR0889                          STATION DESCRIPTION
 CR0889
 CR0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CR0889'1.1 MI W FROM FRUITVALE.
 CR0889'1.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CR0889'SIGN AT FRUITVALE, 5 1/2 POLES EAST OF MILEPOST 156, 148 FEET EAST OF
 CR0889'SEMAPHORE 1558, 45.3 FEET SOUTH OF THE SOUTH RAIL, AT THE EAST END OF
 CR0889'A LONG FILL, 1 FOOT NORTH OF A FENCE, 2.5 FEET WEST OF A WITNESS POST,
 CR0889'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CR0889'GROUND.
 CR0889
 CR0889                          STATION RECOVERY (1995)
 CR0889
 CR0889'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0680 ***********************************************************************
 CR0680  DESIGNATION -  Q 993
 CR0680  PID         -  CR0680
 CR0680  STATE/COUNTY-  TX/HENDERSON
 CR0680  USGS QUAD   -  MURCHISON WEST (1984)
 CR0680
 CR0680                         *CURRENT SURVEY CONTROL
 CR0680  ___________________________________________________________________
 CR0680* NAD 83(1986)-  32 18 39.     (N)    095 50 39.     (W)     SCALED    
 CR0680* NAVD 88     -       150.686  (meters)     494.38   (feet)  ADJUSTED  
 CR0680  ___________________________________________________________________
 CR0680  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0680  DYNAMIC HT  -         150.510 (meters)     493.80  (feet)  COMP
 CR0680  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 CR0680
 CR0680  VERT ORDER  -  SECOND    CLASS 0
 CR0680
 CR0680.The horizontal coordinates were scaled from a topographic map and have
 CR0680.an estimated accuracy of +/- 6 seconds.
 CR0680
 CR0680.The orthometric height was determined by differential leveling
 CR0680.and adjusted by the National Geodetic Survey in June 1991..
 CR0680
 CR0680.The geoid height was determined by GEOID03.
 CR0680
 CR0680.The dynamic height is computed by dividing the NAVD 88
 CR0680.geopotential number by the normal gravity value computed on the
 CR0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0680.degrees latitude (g = 980.6199 gals.).
 CR0680
 CR0680.The modeled gravity was interpolated from observed gravity values.
 CR0680
 CR0680;                    North         East    Units  Estimated Accuracy
 CR0680;SPC TXNC     - 2,074,590.      850,070.      MT  (+/- 180 meters Scaled)
 CR0680
 CR0680                          SUPERSEDED SURVEY CONTROL
 CR0680
 CR0680  NGVD 29 (??/??/92)  150.695  (m)          494.41   (f) ADJ UNCH    2 0
 CR0680
 CR0680.Superseded values are not recommended for survey control.
 CR0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0680.See file dsdata.txt to determine how the superseded data were derived.
 CR0680
 CR0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR322784(NAD 83)
 CR0680_MARKER: DB = BENCH MARK DISK
 CR0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0680_STAMPING: Q 993 1948
 CR0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0680+STABILITY: SURFACE MOTION
 CR0680
 CR0680  HISTORY     - Date     Condition        Report By
 CR0680  HISTORY     - 1948     MONUMENTED       CGS
 CR0680  HISTORY     - 20040608 MARK NOT FOUND   USPSQD
 CR0680
 CR0680                          STATION DESCRIPTION
 CR0680
 CR0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0680'7.5 MI N FROM ATHENS.
 CR0680'7.5 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0680'120.0 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 59.4
 CR0680'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.2 FEET WEST OF A POWER
 CR0680'POLE, 1.5 FEET SOUTH OF A REFERENCE POST, 0.9 FOOT WEST OF A FENCE,
 CR0680'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CR0680'GROUND.
 CR0680
 CR0680                          STATION RECOVERY (2004)
 CR0680
 CR0680'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0874 ***********************************************************************
 CR0874  DESIGNATION -  Q 994
 CR0874  PID         -  CR0874
 CR0874  STATE/COUNTY-  TX/VAN ZANDT
 CR0874  USGS QUAD   -  GRAND SALINE (1981)
 CR0874
 CR0874                         *CURRENT SURVEY CONTROL
 CR0874  ___________________________________________________________________
 CR0874* NAD 83(1986)-  32 40 27.     (N)    095 38 36.     (W)     SCALED    
 CR0874* NAVD 88     -       108.229  (meters)     355.08   (feet)  ADJUSTED  
 CR0874  ___________________________________________________________________
 CR0874  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CR0874  DYNAMIC HT  -         108.106 (meters)     354.68  (feet)  COMP
 CR0874  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 CR0874
 CR0874  VERT ORDER  -  SECOND    CLASS 0
 CR0874
 CR0874.The horizontal coordinates were scaled from a topographic map and have
 CR0874.an estimated accuracy of +/- 6 seconds.
 CR0874
 CR0874.The orthometric height was determined by differential leveling
 CR0874.and adjusted by the National Geodetic Survey in June 1991..
 CR0874
 CR0874.The geoid height was determined by GEOID03.
 CR0874
 CR0874.The dynamic height is computed by dividing the NAVD 88
 CR0874.geopotential number by the normal gravity value computed on the
 CR0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0874.degrees latitude (g = 980.6199 gals.).
 CR0874
 CR0874.The modeled gravity was interpolated from observed gravity values.
 CR0874
 CR0874;                    North         East    Units  Estimated Accuracy
 CR0874;SPC TXNC     - 2,115,360.      867,880.      MT  (+/- 180 meters Scaled)
 CR0874
 CR0874                          SUPERSEDED SURVEY CONTROL
 CR0874
 CR0874  NGVD 29 (??/??/92)  108.250  (m)          355.15   (f) ADJ UNCH    2 0
 CR0874
 CR0874.Superseded values are not recommended for survey control.
 CR0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0874.See file dsdata.txt to determine how the superseded data were derived.
 CR0874
 CR0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS521182(NAD 83)
 CR0874_MARKER: DB = BENCH MARK DISK
 CR0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0874_SP_SET: CULVERT
 CR0874_STAMPING: Q 994 1948
 CR0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0874
 CR0874  HISTORY     - Date     Condition        Report By
 CR0874  HISTORY     - 1948     MONUMENTED       CGS
 CR0874  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0874  HISTORY     - 20040608 MARK NOT FOUND   USPSQD
 CR0874
 CR0874                          STATION DESCRIPTION
 CR0874
 CR0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0874'3.75 MI E FROM GRAND SALINE.
 CR0874'3.75 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE JUNCTION OF STATE
 CR0874'HIGHWAY 110 AT GRAND SALINE, 18.3 FEET NORTH OF AND LEVEL WITH THE
 CR0874'CENTER LINE OF THE HIGHWAY, 1.6 FEET WEST OF THE EAST END OF AND SET
 CR0874'IN THE TOP OF THE NORTH HEADWALL OF AN 18-FOOT TWIN CHANNEL CONCRETE
 CR0874'CULVERT.
 CR0874
 CR0874                          STATION RECOVERY (1995)
 CR0874
 CR0874'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0874'MARK NOT FOUND.
 CR0874
 CR0874                          STATION RECOVERY (2004)
 CR0874
 CR0874'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0126 ***********************************************************************
 BY0126  DESIGNATION -  Q 995
 BY0126  PID         -  BY0126
 BY0126  STATE/COUNTY-  TX/SHELBY
 BY0126  USGS QUAD   -  CENTER (1984)
 BY0126
 BY0126                         *CURRENT SURVEY CONTROL
 BY0126  ___________________________________________________________________
 BY0126* NAD 83(1986)-  31 48 13.     (N)    094 11 15.     (W)     SCALED    
 BY0126* NAVD 88     -       113.19   (+/-2cm)     371.4    (feet)  VERTCON   
 BY0126  ___________________________________________________________________
 BY0126  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BY0126
 BY0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0126
 BY0126.The horizontal coordinates were scaled from a topographic map and have
 BY0126.an estimated accuracy of +/- 6 seconds.
 BY0126
 BY0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0126.The vertical order pertains to the NGVD 29 superseded value.
 BY0126
 BY0126.The geoid height was determined by GEOID03.
 BY0126
 BY0126;                    North         East    Units  Estimated Accuracy
 BY0126;SPC TX C     - 3,252,970.    1,281,670.      MT  (+/- 180 meters Scaled)
 BY0126
 BY0126                          SUPERSEDED SURVEY CONTROL
 BY0126
 BY0126  NGVD 29 (??/??/92)  113.233  (m)          371.50   (f) ADJ UNCH    2 0
 BY0126
 BY0126.Superseded values are not recommended for survey control.
 BY0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0126.See file dsdata.txt to determine how the superseded data were derived.
 BY0126
 BY0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR875192(NAD 83)
 BY0126_MARKER: DB = BENCH MARK DISK
 BY0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0126_STAMPING: Q 995 1949
 BY0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0126+STABILITY: SURFACE MOTION
 BY0126
 BY0126  HISTORY     - Date     Condition        Report By
 BY0126  HISTORY     - 1949     MONUMENTED       CGS
 BY0126  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0126  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0126
 BY0126                          STATION DESCRIPTION
 BY0126
 BY0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0126'0.7 MI N FROM CENTER.
 BY0126'0.7 MILE NORTH ALONG STATE HIGHWAY 87 AND U. S. HIGHWAY 96 FROM THE
 BY0126'COURTHOUSE AT CENTER, AT THE ENTRANCE TO THE COUNTY FAIR GROUNDS, 0.5
 BY0126'MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 87 AND U. S. HIGHWAY 96 AT
 BY0126'CENTER CITY LIMITS, 43.7 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 BY0126'87 AND U. S. HIGHWAY 96, 28.6 FEET NORTH OF THE CENTER LINE OF ROAD
 BY0126'LEADING TO THE FAIR GROUNDS, 20.8 FEET NORTHEAST OF THE EAST END OF
 BY0126'CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD LEADING TO THE FAIR
 BY0126'GROUNDS, 1.7 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF
 BY0126'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0126
 BY0126                          STATION RECOVERY (1979)
 BY0126
 BY0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0126'MARK NOT FOUND.
 BY0126
 BY0126                          STATION RECOVERY (1979)
 BY0126
 BY0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0380 ***********************************************************************
 CS0380  DESIGNATION -  Q 996
 CS0380  PID         -  CS0380
 CS0380  STATE/COUNTY-  TX/KAUFMAN
 CS0380  USGS QUAD   -  KEMP (1981)
 CS0380
 CS0380                         *CURRENT SURVEY CONTROL
 CS0380  ___________________________________________________________________
 CS0380* NAD 83(1986)-  32 27 29.     (N)    096 12 22.     (W)     SCALED    
 CS0380* NAVD 88     -       117.186  (meters)     384.47   (feet)  ADJUSTED  
 CS0380  ___________________________________________________________________
 CS0380  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0380  DYNAMIC HT  -         117.054 (meters)     384.03  (feet)  COMP
 CS0380  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CS0380
 CS0380  VERT ORDER  -  SECOND    CLASS 0
 CS0380
 CS0380.The horizontal coordinates were scaled from a topographic map and have
 CS0380.an estimated accuracy of +/- 6 seconds.
 CS0380
 CS0380.The orthometric height was determined by differential leveling
 CS0380.and adjusted by the National Geodetic Survey in June 1991..
 CS0380
 CS0380.The geoid height was determined by GEOID03.
 CS0380
 CS0380.The dynamic height is computed by dividing the NAVD 88
 CS0380.geopotential number by the normal gravity value computed on the
 CS0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0380.degrees latitude (g = 980.6199 gals.).
 CS0380
 CS0380.The modeled gravity was interpolated from observed gravity values.
 CS0380
 CS0380;                    North         East    Units  Estimated Accuracy
 CS0380;SPC TXNC     - 2,090,110.      815,640.      MT  (+/- 180 meters Scaled)
 CS0380
 CS0380                          SUPERSEDED SURVEY CONTROL
 CS0380
 CS0380  NGVD 29 (??/??/92)  117.201  (m)          384.52   (f) ADJ UNCH    2 0
 CS0380
 CS0380.Superseded values are not recommended for survey control.
 CS0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0380.See file dsdata.txt to determine how the superseded data were derived.
 CS0380
 CS0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA626946(NAD 83)
 CS0380_MARKER: DB = BENCH MARK DISK
 CS0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0380_STAMPING: Q 996 1948
 CS0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0380+STABILITY: SURFACE MOTION
 CS0380
 CS0380  HISTORY     - Date     Condition        Report By
 CS0380  HISTORY     - 1948     MONUMENTED       CGS
 CS0380
 CS0380                          STATION DESCRIPTION
 CS0380
 CS0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0380'1.9 MI NE FROM KEMP.
 CS0380'1.5 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH AT
 CS0380'KEMP, THENCE 0.4 MILE EAST ALONG A GRADED DIRT ROAD, 128.9 FEET SOUTH
 CS0380'OF THE SOUTHWEST CORNER OF THE W. J. STEVENS FARMHOUSE, 68.0 FEET
 CS0380'NORTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET EAST OF A FENCE, 1.9
 CS0380'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CS0380'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0365 ***********************************************************************
 CS0365  DESIGNATION -  Q 997
 CS0365  PID         -  CS0365
 CS0365  STATE/COUNTY-  TX/KAUFMAN
 CS0365  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0365
 CS0365                         *CURRENT SURVEY CONTROL
 CS0365  ___________________________________________________________________
 CS0365* NAD 83(1986)-  32 28 46.     (N)    096 05 04.     (W)     SCALED    
 CS0365* NAVD 88     -       127.255  (meters)     417.50   (feet)  ADJUSTED  
 CS0365  ___________________________________________________________________
 CS0365  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0365  DYNAMIC HT  -         127.111 (meters)     417.03  (feet)  COMP
 CS0365  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 CS0365
 CS0365  VERT ORDER  -  SECOND    CLASS 0
 CS0365
 CS0365.The horizontal coordinates were scaled from a topographic map and have
 CS0365.an estimated accuracy of +/- 6 seconds.
 CS0365
 CS0365.The orthometric height was determined by differential leveling
 CS0365.and adjusted by the National Geodetic Survey in June 1991..
 CS0365
 CS0365.The geoid height was determined by GEOID03.
 CS0365
 CS0365.The dynamic height is computed by dividing the NAVD 88
 CS0365.geopotential number by the normal gravity value computed on the
 CS0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0365.degrees latitude (g = 980.6199 gals.).
 CS0365
 CS0365.The modeled gravity was interpolated from observed gravity values.
 CS0365
 CS0365;                    North         East    Units  Estimated Accuracy
 CS0365;SPC TXNC     - 2,092,740.      827,020.      MT  (+/- 180 meters Scaled)
 CS0365
 CS0365                          SUPERSEDED SURVEY CONTROL
 CS0365
 CS0365  NGVD 29 (??/??/92)  127.267  (m)          417.54   (f) ADJ UNCH    2 0
 CS0365
 CS0365.Superseded values are not recommended for survey control.
 CS0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0365.See file dsdata.txt to determine how the superseded data were derived.
 CS0365
 CS0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA739973(NAD 83)
 CS0365_MARKER: DB = BENCH MARK DISK
 CS0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0365_STAMPING: Q 997 1948
 CS0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0365+STABILITY: SURFACE MOTION
 CS0365
 CS0365  HISTORY     - Date     Condition        Report By
 CS0365  HISTORY     - 1948     MONUMENTED       CGS
 CS0365
 CS0365                          STATION DESCRIPTION
 CS0365
 CS0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0365'1.05 MI E FROM PRAIRIEVILLE.
 CS0365'1.05 MILES EAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 CS0365'PRAIRIEVILLE, 88.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 CS0365'FARMHOUSE, 85.3 FEET SOUTHEAST OF A FENCE CORNER, 48.0 FEET SOUTH OF
 CS0365'THE CENTER LINE OF THE ROAD, 25.5 FEET NORTH OF A POINT IN LINE WITH A
 CS0365'POWER LINE, 18.0 FEET WEST OF THE CENTER LINE OF A DRIVE LEADING TO A
 CS0365'BARNYARD, 1.5 FEET NORTHEAST OF A FENCE, 1.5 FEET WEST OF A REFERENCE
 CS0365'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CS0365'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0552 ***********************************************************************
 CR0552  DESIGNATION -  Q 998
 CR0552  PID         -  CR0552
 CR0552  STATE/COUNTY-  TX/HENDERSON
 CR0552  USGS QUAD   -  STOCKARD (1984)
 CR0552
 CR0552                         *CURRENT SURVEY CONTROL
 CR0552  ___________________________________________________________________
 CR0552* NAD 83(1986)-  32 16 10.     (N)    095 56 41.     (W)     SCALED    
 CR0552* NAVD 88     -       139.264  (meters)     456.90   (feet)  ADJUSTED  
 CR0552  ___________________________________________________________________
 CR0552  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CR0552  DYNAMIC HT  -         139.103 (meters)     456.37  (feet)  COMP
 CR0552  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 CR0552
 CR0552  VERT ORDER  -  SECOND    CLASS 0
 CR0552
 CR0552.The horizontal coordinates were scaled from a topographic map and have
 CR0552.an estimated accuracy of +/- 6 seconds.
 CR0552
 CR0552.The orthometric height was determined by differential leveling
 CR0552.and adjusted by the National Geodetic Survey in June 1991..
 CR0552
 CR0552.The geoid height was determined by GEOID03.
 CR0552
 CR0552.The dynamic height is computed by dividing the NAVD 88
 CR0552.geopotential number by the normal gravity value computed on the
 CR0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0552.degrees latitude (g = 980.6199 gals.).
 CR0552
 CR0552.The modeled gravity was interpolated from observed gravity values.
 CR0552
 CR0552;                    North         East    Units  Estimated Accuracy
 CR0552;SPC TXNC     - 2,069,770.      840,720.      MT  (+/- 180 meters Scaled)
 CR0552
 CR0552                          SUPERSEDED SURVEY CONTROL
 CR0552
 CR0552  NGVD 29 (??/??/92)  139.27   (m)          456.9    (f) COMPUTED    2 0
 CR0552
 CR0552.Superseded values are not recommended for survey control.
 CR0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0552.See file dsdata.txt to determine how the superseded data were derived.
 CR0552
 CR0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR226741(NAD 83)
 CR0552_MARKER: DB = BENCH MARK DISK
 CR0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0552_STAMPING: Q 998 1948
 CR0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0552+STABILITY: SURFACE MOTION
 CR0552
 CR0552  HISTORY     - Date     Condition        Report By
 CR0552  HISTORY     - 1948     MONUMENTED       CGS
 CR0552
 CR0552                          STATION DESCRIPTION
 CR0552
 CR0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0552'7.25 MI NW FROM ATHENS.
 CR0552'7.25 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 CR0552'STATION AT ATHENS, 7 1/2 POLES NORTHWEST OF MILEPOST 250, AT A ROAD
 CR0552'CROSSING, 120.0 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 87.0
 CR0552'FEET EAST OF THE CENTER LINE OF THE ROAD, 44.2 FEET SOUTHWEST OF THE
 CR0552'SOUTHWEST RAIL OF THE TRACK, 2.0 FEET NORTHEAST OF A FENCE, 2.0 FEET
 CR0552'SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CR0552'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0807 ***********************************************************************
 BY0807  DESIGNATION -  Q 999
 BY0807  PID         -  BY0807
 BY0807  STATE/COUNTY-  TX/TRINITY
 BY0807  USGS QUAD   -  TREVAT (1980)
 BY0807
 BY0807                         *CURRENT SURVEY CONTROL
 BY0807  ___________________________________________________________________
 BY0807* NAD 83(1986)-  31 05 04.     (N)    094 54 28.     (W)     SCALED    
 BY0807* NAVD 88     -        82.91   (+/-2cm)     272.0    (feet)  VERTCON   
 BY0807  ___________________________________________________________________
 BY0807  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BY0807
 BY0807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0807
 BY0807.The horizontal coordinates were scaled from a topographic map and have
 BY0807.an estimated accuracy of +/- 6 seconds.
 BY0807
 BY0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0807.The vertical order pertains to the NGVD 29 superseded value.
 BY0807
 BY0807.The geoid height was determined by GEOID03.
 BY0807
 BY0807;                    North         East    Units  Estimated Accuracy
 BY0807;SPC TX C     - 3,169,790.    1,217,440.      MT  (+/- 180 meters Scaled)
 BY0807
 BY0807                          SUPERSEDED SURVEY CONTROL
 BY0807
 BY0807  NGVD 29 (??/??/92)   82.935  (m)          272.10   (f) ADJ UNCH    2 0
 BY0807
 BY0807.Superseded values are not recommended for survey control.
 BY0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0807.See file dsdata.txt to determine how the superseded data were derived.
 BY0807
 BY0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ180405(NAD 83)
 BY0807_MARKER: DB = BENCH MARK DISK
 BY0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0807_STAMPING: Q 999 1948
 BY0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0807+STABILITY: SURFACE MOTION
 BY0807
 BY0807  HISTORY     - Date     Condition        Report By
 BY0807  HISTORY     - 1948     MONUMENTED       CGS
 BY0807
 BY0807                          STATION DESCRIPTION
 BY0807
 BY0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0807'12.7 MI NE FROM WOODLAKE.
 BY0807'3.6 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY0807'WOODLAKE, THENCE 9.1 MILES NORTHEAST ALONG A DIRT ROAD, AT A SHARP
 BY0807'CURVE IN THE ROAD AND AT A JUNCTION WITH TRAILS LEADING NORTH AND
 BY0807'WEST, 61.0 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD AT A POINT
 BY0807'54.0 FEET SOUTH OF THE JUNCTION WITH THE TRAILS, 60.0 FEET SOUTH OF
 BY0807'THE CENTER LINE OF A TRAIL LEADING WEST, 25.2 FEET EAST SOUTHEAST OF A
 BY0807'20-INCH OAK TREE, 1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF
 BY0807'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2433 ***********************************************************************
 AE2433  SACS        -  This is a Secondary Airport Control Station.
 AE2433  DESIGNATION -  Q24 A
 AE2433  PID         -  AE2433
 AE2433  STATE/COUNTY-  TX/HOCKLEY
 AE2433  USGS QUAD   -  LEVELLAND EAST (1980)
 AE2433
 AE2433                         *CURRENT SURVEY CONTROL
 AE2433  ___________________________________________________________________
 AE2433* NAD 83(1993)-  33 32 50.97051(N)    102 22 23.54752(W)     ADJUSTED  
 AE2433* NAVD 88     -      1069.55   (meters)    3509.0    (feet)  GPS OBS   
 AE2433  ___________________________________________________________________
 AE2433  X           -  -1,140,397.558 (meters)                     COMP
 AE2433  Y           -  -5,198,414.982 (meters)                     COMP
 AE2433  Z           -   3,505,303.512 (meters)                     COMP
 AE2433  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 AE2433  ELLIP HEIGHT-        1045.80  (meters)          (03/05/01) GPS OBS
 AE2433  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE2433
 AE2433  HORZ ORDER  -  FIRST
 AE2433  ELLP ORDER  -  FOURTH    CLASS II
 AE2433
 AE2433.This mark is at Levelland Muni (Q24) Airport (Q24)
 AE2433
 AE2433.The horizontal coordinates were established by GPS observations
 AE2433.and adjusted by the National Geodetic Survey in September 1997..
 AE2433
 AE2433.The orthometric height was determined by GPS observations and a
 AE2433.high-resolution geoid model.
 AE2433
 AE2433.GPS derived orthometric heights for airport stations designated as
 AE2433.PACS or SACS are published to 2 decimal places.  This maintains
 AE2433.centimeter relative accuracy between the PACS and SACS.  It does
 AE2433.not indicate centimeter accuracy relative to other marks which are
 AE2433.part of the NAVD 88 network.
 AE2433
 AE2433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2433
 AE2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2433
 AE2433.The ellipsoidal height was determined by GPS observations
 AE2433.and is referenced to NAD 83.
 AE2433
 AE2433.The geoid height was determined by GEOID03.
 AE2433
 AE2433;                    North         East     Units Scale Factor Converg.
 AE2433;SPC TXNC     - 2,215,197.524   240,402.219   MT  0.99990997   -2 06 44.7
 AE2433;SPC TXNC     - 7,267,693.88    788,719.61   sFT  0.99990997   -2 06 44.7
 AE2433;UTM  13      - 3,715,075.511   743,890.786   MT  1.00033339   +1 27 08.5
 AE2433
 AE2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2433!SPC TXNC     -   0.99983584  x   0.99990997  =   0.99974583
 AE2433!UTM  13      -   0.99983584  x   1.00033339  =   1.00016918
 AE2433
 AE2433:                Primary Azimuth Mark                     Grid Az
 AE2433:SPC TXNC     -  LEVELPORT                                004 51 20.2
 AE2433:UTM  13      -  LEVELPORT                                001 17 27.0
 AE2433
 AE2433|---------------------------------------------------------------------|
 AE2433| PID    Reference Object                     Distance      Geod. Az  |
 AE2433|                                                           dddmmss.s |
 AE2433| DQ0801 LEVELPORT                           476.549 METERS 0024435.5 |
 AE2433|---------------------------------------------------------------------|
 AE2433
 AE2433                          SUPERSEDED SURVEY CONTROL
 AE2433
 AE2433  ELLIP H (09/08/97) 1045.82   (m)                       GP(       ) 4 2
 AE2433
 AE2433.Superseded values are not recommended for survey control.
 AE2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2433.See file dsdata.txt to determine how the superseded data were derived.
 AE2433
 AE2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4389115076(NAD 83)
 AE2433_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE2433_SP_SET: CONCRETE CATCH BASIN
 AE2433_STAMPING: Q24 A 1995
 AE2433_MARK LOGO: NGS   
 AE2433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2433+STABILITY: SURFACE MOTION
 AE2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2433+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2433
 AE2433  HISTORY     - Date     Condition        Report By
 AE2433  HISTORY     - 1995     MONUMENTED       NGS
 AE2433
 AE2433                          STATION DESCRIPTION
 AE2433
 AE2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE2433'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH OF LEVELLAND AT
 AE2433'THE LEVELLAND MUNICIPAL AIRPORT.  NEAR THE SOUTH END OF THE AIRPORT,
 AE2433'AT THE NORTH END OF THE LAST GRASS MEDIAN, AND SOUTH OF THE SECOND
 AE2433'CONNECTOR NORTH OF THE SOUTH END.  OWNERSHIP--CITY OF LEVELLAND AND
 AE2433'HOCKLY COUNTY, P.O.  BOX JJ, LEVELLAND, TX.  79336.  AIRPORT MANAGER
 AE2433'STEVEN C.  BERNSTEIN, PHONE 806-894-7328.  TO REACH THE STATION FROM
 AE2433'THE JUNCTION OF U.S.  HIGHWAY 385 AND STATE HIGHWAY 114 AT THE
 AE2433'NORTHEAST CORNER OF LEVELLAND, GO SOUTH, 2.9 KM (1.80 MI) ON HIGHWAY
 AE2433'385 TO A CROSSROAD.  TURN LEFT, SOUTH, 2.0 KM (1.25 MI) ON HIIGHWAY
 AE2433'385 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST, 0.2 KM
 AE2433'(0.10 MI) KEEPING LEFT OF THE TRAFFIC CIRCLE TO A GATE.  PASS THROUGH
 AE2433'THE GATE, TURN RIGHT, EAST, THEN SOUTHEAST, 0.2 KM (0.10 MI) ACROSS
 AE2433'APRON TO THE JUNCTION OF THE CONNECTOR AND TAXI.  TURN RIGHT, SOUTH,
 AE2433'0.87 KM (0.55 MI) TO THE STATION ON THE LEFT.  STATION IS SET IN TOP
 AE2433'OF AND NEAR THE SOUTHWEST CORNER OF A CONCRETE STORM DRAIN, 37.3 M
 AE2433'(122.4 FT) WEST OF THE RUNWAY CENTERLINE, 36.0 M (118.1 FT) EAST OF
 AE2433'THE TAXI CENTERLINE, 16.8 M (55.1 FT) SOUTH OF A CONNECTOR CENTERLINE
 AE2433'IN LINE WITH THE HOLD BARS, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AE2433'CONNECTOR, AND 0.1 M (0.3 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AE2433'CATCH BASIN.  THIS STATION SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9165 ***********************************************************************
 AC9165  SACS        -  This is a Secondary Airport Control Station.
 AC9165  DESIGNATION -  Q26 A
 AC9165  PID         -  AC9165
 AC9165  STATE/COUNTY-  TX/TERRY
 AC9165  USGS QUAD   -  BROWNFIELD EAST (1969)
 AC9165
 AC9165                         *CURRENT SURVEY CONTROL
 AC9165  ___________________________________________________________________
 AC9165* NAD 83(1993)-  33 10 03.60559(N)    102 11 47.44373(W)     ADJUSTED  
 AC9165* NAVD 88     -       991.38   (meters)    3252.6    (feet)  GPS OBS   
 AC9165  ___________________________________________________________________
 AC9165  X           -  -1,129,241.349 (meters)                     COMP
 AC9165  Y           -  -5,224,487.821 (meters)                     COMP
 AC9165  Z           -   3,470,068.577 (meters)                     COMP
 AC9165  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AC9165  ELLIP HEIGHT-         967.59  (meters)          (02/05/01) GPS OBS
 AC9165  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AC9165
 AC9165  HORZ ORDER  -  FIRST
 AC9165  ELLP ORDER  -  FIFTH     CLASS II
 AC9165
 AC9165.This mark is at Terry Co (Q26) Airport (Q26)
 AC9165
 AC9165.The horizontal coordinates were established by GPS observations
 AC9165.and adjusted by the National Geodetic Survey in June 1997..
 AC9165
 AC9165.The orthometric height was determined by GPS observations and a
 AC9165.high-resolution geoid model.
 AC9165
 AC9165.GPS derived orthometric heights for airport stations designated as
 AC9165.PACS or SACS are published to 2 decimal places.  This maintains
 AC9165.centimeter relative accuracy between the PACS and SACS.  It does
 AC9165.not indicate centimeter accuracy relative to other marks which are
 AC9165.part of the NAVD 88 network.
 AC9165
 AC9165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9165
 AC9165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9165
 AC9165.The ellipsoidal height was determined by GPS observations
 AC9165.and is referenced to NAD 83.
 AC9165
 AC9165.The geoid height was determined by GEOID03.
 AC9165
 AC9165;                    North         East     Units Scale Factor Converg.
 AC9165;SPC TXNC     - 2,172,510.699   255,318.286   MT  0.99987466   -2 00 57.8
 AC9165;SPC TXNC     - 7,127,645.52    837,656.74   sFT  0.99987466   -2 00 57.8
 AC9165;UTM  13      - 3,673,375.819   761,435.879   MT  1.00044279   +1 32 04.7
 AC9165
 AC9165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9165!SPC TXNC     -   0.99984811  x   0.99987466  =   0.99972279
 AC9165!UTM  13      -   0.99984811  x   1.00044279  =   1.00029084
 AC9165
 AC9165                          SUPERSEDED SURVEY CONTROL
 AC9165
 AC9165  ELLIP H (06/13/97)  967.61   (m)                       GP(       ) 5 2
 AC9165
 AC9165.Superseded values are not recommended for survey control.
 AC9165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9165.See file dsdata.txt to determine how the superseded data were derived.
 AC9165
 AC9165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6143673376(NAD 83)
 AC9165_MARKER: DH = HORIZONTAL CONTROL DISK
 AC9165_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9165_SP_SET: CONCRETE HEADWALL
 AC9165_STAMPING: Q26 A 1995
 AC9165_MARK LOGO: NGS   
 AC9165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9165+STABILITY: SURFACE MOTION
 AC9165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9165+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC9165
 AC9165  HISTORY     - Date     Condition        Report By
 AC9165  HISTORY     - 1995     MONUMENTED       NGS
 AC9165
 AC9165                          STATION DESCRIPTION
 AC9165
 AC9165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC9165'THE STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) EAST OF BROWNFIELD, AT
 AC9165'THE TERRY COUNTY AIRPORT.  AT THE SOUTHWEST END OF THE SECOND GRASS
 AC9165'MEDIAN SOUTHWEST OF RUNWAY 13-31, IN A CONCRETE HEADWALL NORTHEAST OF
 AC9165'THE CONNECTOR.  OWNERSHIP--TERRY COUNTY, TERRY COUNTY COURTHOUSE,
 AC9165'BROWNFIELD, TX.  79316.  AIRPORT MANAGER ED HARRIS, PHONE
 AC9165'806-637-4656.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AC9165'62, 82, 380 EAST AND 385 IN BROWNFIELD, GO EAST, 7.9 KM (4.90 MI) ON
 AC9165'HIGHWAY 380 TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH,
 AC9165'0.1 KM (0.05 MI) TO THE OFFICE.  THEN 0.5 KM (0.30 MI) ALONG WEST SIDE
 AC9165'OF OFFICE AND TAXI TO A FORK.  BEAR RIGHT, SOUTHWEST, 0.98 KM (0.60
 AC9165'MI) ALONG TAXI TO THE STATION ON THE LEFT.  STATION IS SET IN TOP OF
 AC9165'AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 AC9165'CONCRETE HEADWALL OF A CULVERT UNDER A CONNECTOR, 54.2 M (177.8 FT)
 AC9165'NORTHWEST OF THE RUNWAY CENTERLINE, 22.0 M (72.2 FT) SOUTHEAST OF THE
 AC9165'TAXI CENTERLINE, 12.6 M (41.3 FT) NORTH-NORTHEAST OF AND LEVEL WITH
 AC9165'THE CONNECTOR CENTERLINE.  NOTE--THIS STATION WAS SELECTED AS SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9197 ***********************************************************************
 AC9197  SACS        -  This is a Secondary Airport Control Station.
 AC9197  DESIGNATION -  Q70 A
 AC9197  PID         -  AC9197
 AC9197  STATE/COUNTY-  TX/SHERMAN
 AC9197  USGS QUAD   -  STRATFORD (1964)
 AC9197
 AC9197                         *CURRENT SURVEY CONTROL
 AC9197  ___________________________________________________________________
 AC9197* NAD 83(1993)-  36 21 10.50222(N)    102 02 18.59686(W)     ADJUSTED  
 AC9197* NAVD 88     -      1110.41   (meters)    3643.1    (feet)  GPS OBS   
 AC9197  ___________________________________________________________________
 AC9197  X           -  -1,072,827.763 (meters)                     COMP
 AC9197  Y           -  -5,030,634.017 (meters)                     COMP
 AC9197  Z           -   3,760,445.217 (meters)                     COMP
 AC9197  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 AC9197  ELLIP HEIGHT-        1084.96  (meters)          (02/05/01) GPS OBS
 AC9197  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AC9197
 AC9197  HORZ ORDER  -  FIRST
 AC9197  ELLP ORDER  -  FIFTH     CLASS II
 AC9197
 AC9197.This mark is at Stratford Fld (Q70) Airport (Q70)
 AC9197
 AC9197.The horizontal coordinates were established by GPS observations
 AC9197.and adjusted by the National Geodetic Survey in June 1997..
 AC9197
 AC9197.The orthometric height was determined by GPS observations and a
 AC9197.high-resolution geoid model.
 AC9197
 AC9197.GPS derived orthometric heights for airport stations designated as
 AC9197.PACS or SACS are published to 2 decimal places.  This maintains
 AC9197.centimeter relative accuracy between the PACS and SACS.  It does
 AC9197.not indicate centimeter accuracy relative to other marks which are
 AC9197.part of the NAVD 88 network.
 AC9197
 AC9197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9197
 AC9197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9197
 AC9197.The ellipsoidal height was determined by GPS observations
 AC9197.and is referenced to NAD 83.
 AC9197
 AC9197.The geoid height was determined by GEOID03.
 AC9197
 AC9197;                    North         East     Units Scale Factor Converg.
 AC9197;SPC TX N     - 1,261,170.623   151,662.299   MT  1.00004397   -0 18 43.5
 AC9197;SPC TX N     - 4,137,690.62    497,578.73   sFT  1.00004397   -0 18 43.5
 AC9197;UTM  13      - 4,027,166.538   765,754.201   MT  1.00047026   +1 45 23.3
 AC9197;UTM  14      - 4,027,381.244   227,334.342   MT  1.00051612   -1 48 07.9
 AC9197
 AC9197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9197!SPC TX N     -   0.99982975  x   1.00004397  =   0.99987371
 AC9197!UTM  13      -   0.99982975  x   1.00047026  =   1.00029993
 AC9197!UTM  14      -   0.99982975  x   1.00051612  =   1.00034578
 AC9197
 AC9197                          SUPERSEDED SURVEY CONTROL
 AC9197
 AC9197  ELLIP H (06/16/97) 1084.97   (m)                       GP(       ) 5 2
 AC9197
 AC9197.Superseded values are not recommended for survey control.
 AC9197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9197.See file dsdata.txt to determine how the superseded data were derived.
 AC9197
 AC9197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6575427167(NAD 83)
 AC9197_MARKER: DH = HORIZONTAL CONTROL DISK
 AC9197_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC9197+WITH SETTING: PAVEMENT
 AC9197_SP_SET: CONCRETE RAMP
 AC9197_STAMPING: Q70 A
 AC9197_MARK LOGO: NGS   
 AC9197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9197+STABILITY: SURFACE MOTION
 AC9197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9197+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC9197
 AC9197  HISTORY     - Date     Condition        Report By
 AC9197  HISTORY     - 1995     MONUMENTED       NGS
 AC9197
 AC9197                          STATION DESCRIPTION
 AC9197
 AC9197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC9197'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) NORTHEAST OF STRATFORD,
 AC9197'AT A ROADSIDE PARK, IN THE WEST CORNER OF A HANDICAP ACCESS RAMP, AT
 AC9197'THE MOST NORTHEAST PICNIC AREA.  OWNERSHIP--TEXAS HIGHWAY DEPARTMENT.
 AC9197'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 54 AND STATE
 AC9197'HIGHWAY 15 IN STRATFORD, GO NORTHEAST, 3.9 KM (2.40 MI) ON HIGHWAY 54
 AC9197'TO A ROADSIDE PARK AND STATION ON THE LEFT.  STATION IS SET IN TOP OF
 AC9197'AND 0.1 M (0.3 FT) EAST OF THE WEST CORNER OF A 10X14 FOOT CONCRETE
 AC9197'ACCESS RAMP, 27.9 M (91.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 1.6
 AC9197'M (5.2 FT) SOUTHWEST OF THE HANDICAP (ACCESSIBLE) SIGN, AND 0.4 M (1.3
 AC9197'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THIS STATION WAS SELECTED
 AC9197'AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0669 ***********************************************************************
 EN0669  DESIGNATION -  QUAIL
 EN0669  PID         -  EN0669
 EN0669  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0669  USGS QUAD   -  ROLLA NE (1982)
 EN0669
 EN0669                         *CURRENT SURVEY CONTROL
 EN0669  ___________________________________________________________________
 EN0669* NAD 83(1993)-  34 55 06.95712(N)    100 21 57.42763(W)     ADJUSTED  
 EN0669* NAVD 88     -       692.     (meters)    2270.     (feet)  VERTCON   
 EN0669  ___________________________________________________________________
 EN0669  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 EN0669  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EN0669
 EN0669  HORZ ORDER  -  SECOND
 EN0669
 EN0669.The horizontal coordinates were established by classical geodetic methods
 EN0669.and adjusted by the National Geodetic Survey in February 1996..
 EN0669
 EN0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0669
 EN0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0669
 EN0669.The geoid height was determined by GEOID03.
 EN0669
 EN0669;                    North         East     Units Scale Factor Converg.
 EN0669;SPC TX N     - 1,102,501.305   303,619.974   MT  0.99994860   +0 39 26.0
 EN0669;SPC TX N     - 3,617,123.03    996,126.53   sFT  0.99994860   +0 39 26.0
 EN0669;UTM  14      - 3,864,867.538   375,227.188   MT  0.99979188   -0 46 55.2
 EN0669
 EN0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0669!SPC TX N     -   0.99989560  x   0.99994860  =   0.99984421
 EN0669!UTM  14      -   0.99989560  x   0.99979188  =   0.99968750
 EN0669
 EN0669:                Primary Azimuth Mark                     Grid Az
 EN0669:SPC TX N     -  QUAIL AZ MK                              094 10 24.5
 EN0669:UTM  14      -  QUAIL AZ MK                              095 36 45.7
 EN0669
 EN0669|---------------------------------------------------------------------|
 EN0669| PID    Reference Object                     Distance      Geod. Az  |
 EN0669|                                                           dddmmss.s |
 EN0669| CX7999 QUAIL AZ MK                                        0944950.5 |
 EN0669| CX8000 QUAIL RM 1                            6.496 METERS 10239     |
 EN0669| EN0751 BAIN                                APPROX.23.6 KM 2551607.0 |
 EN0669| CX8001 QUAIL RM 2                            7.378 METERS 28116     |
 EN0669|---------------------------------------------------------------------|
 EN0669
 EN0669                          SUPERSEDED SURVEY CONTROL
 EN0669
 EN0669  NAD 83(1993)-  34 55 06.95871(N)    100 21 57.42741(W) AD(       ) 2
 EN0669  NAD 83(1986)-  34 55 06.96107(N)    100 21 57.41988(W) AD(       ) 2
 EN0669  NAD 27      -  34 55 06.77700(N)    100 21 55.98100(W) AD(       ) 2
 EN0669  NGVD 29 (07/19/86)  692.     (m)         2270.     (f) VERT ANG       
 EN0669
 EN0669.Superseded values are not recommended for survey control.
 EN0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0669.See file dsdata.txt to determine how the superseded data were derived.
 EN0669
 EN0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7522764868(NAD 83)
 EN0669_MARKER: DS = TRIANGULATION STATION DISK
 EN0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0669
 EN0669  HISTORY     - Date     Condition        Report By
 EN0669  HISTORY     - 1951     MONUMENTED       CGS
 EN0669  HISTORY     - 1966     GOOD             CGS
 EN0669
 EN0669                          STATION DESCRIPTION
 EN0669
 EN0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0669'THE STATION IS LOCATED ON THE FARM OF MR. ALEX SHIELDS, 1.5
 EN0669'MILES EAST OF QUAIL, 125 FEET NORTH OF THE NORTHWEST CORNER OF
 EN0669'THE RANCH HOUSE, AND IS IN A NORTH-SOUTH FENCE LINE.  THE
 EN0669'STATION MARK IS A BRONZE DISK STAMPED QUAIL 1951 AND IS SET
 EN0669'IN A CONCRETE POST THAT PROJECTS 3 INCHES.
 EN0669'
 EN0669'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE.  IT IS
 EN0669'A BRONZE DISK STAMPED QUAIL NO 1 1951 AND IS SET IN ROUND
 EN0669'CONCRETE POST THAT PROJECTS 2 INCHES.
 EN0669'
 EN0669'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE.
 EN0669'IT IS A BRONZE DISK STAMPED QUAIL NO 2 1951 AND IS SET IN
 EN0669'A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.
 EN0669'
 EN0669'THE AZIMUTH MARK IS LOCATED ALONG A GRADED ROAD, 30 FEET
 EN0669'NORTH OF THE ROAD, 20 FEET WEST OF A TELEPHONE POLE, AND 3
 EN0669'FEET WEST OF A WITNESS POST.  IT IS A BRONZE DISK STAMPED
 EN0669'QUAIL 1951 AND IS SET IN A ROUND CONCRETE POST THAT PROJECTS
 EN0669'5 INCHES.
 EN0669'
 EN0669'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EN0669'HIGHWAY 203 AT THE WEST EDGE OF HEDLEY, GO EAST ON STATE
 EN0669'HIGHWAY 203 FOR 15.9 MILES TO THE CROSSROADS AT QUAIL, CONTINUE
 EN0669'EAST ON HIGHWAY 203 FOR 2.05 MILES TO A CROSSROAD, TURN
 EN0669'LEFT ON DIRT ROAD AND GO 0.85 MILE, TURN LEFT INTO A DRIVEWAY
 EN0669'AND GO 0.15 MILE TO A FARM HOUSE AND STATION AS DESCRIBED.
 EN0669'TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON THE DIRT ROAD
 EN0669'FROM THE DRIVEWAY FOR 0.2 MILE TO A CROSSROAD, TURN LEFT,
 EN0669'WEST, ON A GRADED ROAD AND GO 0.1 MILE TO THE AZIMUTH MARK ON
 EN0669'THE RIGHT AS DESCRIBED.
 EN0669
 EN0669                          STATION RECOVERY (1966)
 EN0669
 EN0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 EN0669'THE STATION WAS VISITED.  THE STATION MARK AND REFERENCE MARKS
 EN0669'1 AND 2 WERE RECOVERED.  THE AZIMUTH MARK WAS NOT RECOVERED
 EN0669'AT THIS TIME.  HEAVY SAND DRIFTING COVERS THE FENCELINE AT
 EN0669'THE DESCRIBED LOCATION OF THE MARK.
 EN0669'
 EN0669'THE STATION MARK AND BOTH REFERENCE MARKS NOW PROJECT ABOUT
 EN0669'18-INCHES ABOVE THE GROUND LEVEL.  STAMPINGS ON DISKS WAS
 EN0669'VERIFIED.
 EN0669'
 EN0669'THE RANCH HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE,
 EN0669'ONLY THE FOUNDATION REMAINS.
 EN0669'
 EN0669'THE DESCRIBED ROUTE TO REACH THE STATION IS ADEQUATE.  THE
 EN0669'AREA IS QUITE SANDY AND SOME DIFFICULTY REACHING THE STATION
 EN0669'SITE WITH 2-WHEEL DRIVE TRUCK OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1678 ***********************************************************************
 FL1678  DESIGNATION -  QUAIL
 FL1678  PID         -  FL1678
 FL1678  STATE/COUNTY-  TX/HUTCHINSON
 FL1678  USGS QUAD   -  PLEMONS (1978)
 FL1678
 FL1678                         *CURRENT SURVEY CONTROL
 FL1678  ___________________________________________________________________
 FL1678* NAD 83(1993)-  35 49 53.25763(N)    101 15 06.89584(W)     ADJUSTED  
 FL1678* NAVD 88     -       897.     (meters)    2943.     (feet)  SCALED    
 FL1678  ___________________________________________________________________
 FL1678  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FL1678  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FL1678
 FL1678  HORZ ORDER  -  THIRD
 FL1678
 FL1678.The horizontal coordinates were established by classical geodetic methods
 FL1678.and adjusted by the National Geodetic Survey in February 1996..
 FL1678
 FL1678.The orthometric height was scaled from a topographic map.
 FL1678
 FL1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1678
 FL1678.The geoid height was determined by GEOID03.
 FL1678
 FL1678;                    North         East     Units Scale Factor Converg.
 FL1678;SPC TX N     - 1,203,206.836   222,414.271   MT  0.99993685   +0 08 37.6
 FL1678;SPC TX N     - 3,947,521.09    729,704.15   sFT  0.99993685   +0 08 37.6
 FL1678;UTM  14      - 3,967,595.949   296,592.615   MT  1.00010986   -1 19 07.4
 FL1678
 FL1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1678!SPC TX N     -   0.99986343  x   0.99993685  =   0.99980029
 FL1678!UTM  14      -   0.99986343  x   1.00010986  =   0.99997327
 FL1678
 FL1678:                Primary Azimuth Mark                     Grid Az
 FL1678:SPC TX N     -  BLUFF                                    236 49 25.6
 FL1678:UTM  14      -  BLUFF                                    238 17 10.6
 FL1678
 FL1678|---------------------------------------------------------------------|
 FL1678| PID    Reference Object                     Distance      Geod. Az  |
 FL1678|                                                           dddmmss.s |
 FL1678| FL1681 BLUFF                               APPROX. 3.1 KM 2365803.2 |
 FL1678|---------------------------------------------------------------------|
 FL1678
 FL1678                          SUPERSEDED SURVEY CONTROL
 FL1678
 FL1678  NAD 83(1993)-  35 49 53.25823(N)    101 15 06.89486(W) AD(       ) 3
 FL1678  NAD 83(1986)-  35 49 53.26525(N)    101 15 06.88426(W) AD(       ) 3
 FL1678  NAD 27      -  35 49 53.12335(N)    101 15 05.30869(W) AD(       ) 3
 FL1678
 FL1678.Superseded values are not recommended for survey control.
 FL1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1678.See file dsdata.txt to determine how the superseded data were derived.
 FL1678
 FL1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9659367596(NAD 83)
 FL1678_MARKER: DD = SURVEY DISK
 FL1678_SETTING: 0 = UNSPECIFIED SETTING
 FL1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1678
 FL1678  HISTORY     - Date     Condition        Report By
 FL1678  HISTORY     - 1952     MONUMENTED       USGS
 FL1678
 FL1678                          STATION DESCRIPTION
 FL1678
 FL1678'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1678'TO REACH FROM STINNETT POST OFFICE GO E. 5.4 MI. TO CROSSROADS. TURN
 FL1678'LEFT, N., GO THROUGH CATTLE GUARD, FOLLOW RD. N. AND E., 2.8 MI. TO
 FL1678'RD. FORK NEAR STONE HOUSE.  TAKE RIGHT FORK, E., GO 0.5 MI. TO MOORE
 FL1678'CREEK CROSSING.  CROSS CREEK AND CONTINUE E. 1.3 MI. TO RD. FORK.
 FL1678'TURN RIGHT S., GO 0.2 MI. TO MOORE CREEK CROSSING.  CONTINUE ON RD.
 FL1678'SE. 1.1 MI. TO RD. ON LEFT.  TURN LEFT E., GO 0.05 MI. TO GATE.
 FL1678'CONTINUE E. 0.2 MI. TO SANDY DRAIN.  CONTINUE E. 0.5 MI. TO E. BANK
 FL1678'OF CREEK. TURN LEFT, N., GO 0.3 MI. TO TWO TREES ON N. SIDE OF FEEDING
 FL1678'GROUNDS.  TURN RIGHT, E., GO 0.9 MI. UP DRAIN TO TOP OF RIDGE.  TURN
 FL1678'LEFT,N. GO 0.2 MI.TO STATION ON BENCH ABOUT 0.1 MI. W.OF NS. FENCE AND
 FL1678'0.2 MI. S. OF E-W. FENCE.
 FL1678'
 FL1678'STATION MARK - STANDARD TABLET WELDED IN TOP OF 5 IN. IRON PIPE
 FL1678'STAMPED --- QUAIL 1952 ---.
 FL1678'
 FL1678'REFERENCE MARK NO.1 - 3/4 IN. IRON PIPE DRIVEN IN GROUND 62.30 FT.
 FL1678'FROM STATION, N 73 DEG 17 MIN 03 SEC W.
 FL1678'
 FL1678'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 71.10 FT. FROM
 FL1678'STATION, N 25 DEG 30 MIN 31 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1431 ***********************************************************************
 AH1431  DESIGNATION -  QUAIL 1939
 AH1431  PID         -  AH1431
 AH1431  STATE/COUNTY-  TX/KLEBERG
 AH1431  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1431
 AH1431                         *CURRENT SURVEY CONTROL
 AH1431  ___________________________________________________________________
 AH1431* NAD 83(1993)-  27 27 45.15880(N)    097 17 13.89660(W)     ADJUSTED  
 AH1431* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1431  ___________________________________________________________________
 AH1431  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1431  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH1431
 AH1431  HORZ ORDER  -  SECOND
 AH1431
 AH1431.The horizontal coordinates were established by classical geodetic methods
 AH1431.and adjusted by the National Geodetic Survey in February 1996..
 AH1431
 AH1431.The orthometric height was scaled from a topographic map.
 AH1431
 AH1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1431
 AH1431.The geoid height was determined by GEOID03.
 AH1431
 AH1431;                    North         East     Units Scale Factor Converg.
 AH1431;SPC TX S     - 5,199,546.270   419,869.961   MT  0.99992710   +0 33 02.2
 AH1431;SPC TX S     -17,058,844.72  1,377,523.36   sFT  0.99992710   +0 33 02.2
 AH1431;UTM  14      - 3,038,834.834   669,250.197   MT  0.99995361   +0 47 24.3
 AH1431
 AH1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1431!SPC TX S     -   1.00000323  x   0.99992710  =   0.99993033
 AH1431!UTM  14      -   1.00000323  x   0.99995361  =   0.99995684
 AH1431
 AH1431:                Primary Azimuth Mark                     Grid Az
 AH1431:SPC TX S     -  NOVILLO WINDMILL                         264 41 58.2
 AH1431:UTM  14      -  NOVILLO WINDMILL                         264 27 36.1
 AH1431
 AH1431|---------------------------------------------------------------------|
 AH1431| PID    Reference Object                     Distance      Geod. Az  |
 AH1431|                                                           dddmmss.s |
 AH1431| AH1440 NOVILLO WINDMILL                    APPROX. 8.2 KM 2651500.4 |
 AH1431| AH1439 LOBO                                APPROX. 7.2 KM 2862032.3 |
 AH1431|---------------------------------------------------------------------|
 AH1431
 AH1431                          SUPERSEDED SURVEY CONTROL
 AH1431
 AH1431  NAD 83(1986)-  27 27 45.17011(N)    097 17 13.87384(W) AD(       ) 2
 AH1431  NAD 27      -  27 27 44.01900(N)    097 17 12.91700(W) AD(       ) 2
 AH1431
 AH1431.Superseded values are not recommended for survey control.
 AH1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1431.See file dsdata.txt to determine how the superseded data were derived.
 AH1431
 AH1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6925038835(NAD 83)
 AH1431_MARKER: P = PIPE CAP
 AH1431_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1431_SP_SET: PREFABRICATED CONCRETE POST
 AH1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1431
 AH1431  HISTORY     - Date     Condition        Report By
 AH1431  HISTORY     - 1939     MONUMENTED       CGS
 AH1431  HISTORY     - 1949     GOOD             CGS
 AH1431  HISTORY     - 1958     GOOD             SHELL
 AH1431  HISTORY     - 1961     GOOD             MOBIL
 AH1431  HISTORY     - 1968     GOOD             CGS
 AH1431  HISTORY     - 1968     GOOD             CGS
 AH1431  HISTORY     - 1969     GOOD             CGS
 AH1431  HISTORY     - 1977     GOOD             NGS
 AH1431  HISTORY     - 1979     GOOD             NGS
 AH1431
 AH1431                          STATION DESCRIPTION
 AH1431
 AH1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1431'STATION QUAIL IS LOCATED ON PADRE ISLAND ABOUT 14 MILES SSW
 AH1431'OF CORPUS CHRISTI PASS AND ABOUT 0.6 MILE W OF BEACH AT A
 AH1431'RANCH CAMP, INSIDE FENCED AREA AROUND CAMP, ON LINE WITH W SIDE
 AH1431'OF HOUSE 120 FEET S OF SW CORNER OF HOUSE AND 20 FEET N OF A
 AH1431'FENCE.
 AH1431'
 AH1431'THE STATION IS MARKED BY A STANDARD DISK SCREWED TO THE TOP
 AH1431'OF A 3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG, EMBEDDED IN
 AH1431'CONCRETE AND PROJECTING 18 INCHES ABOVE THE SURFACE OF THE
 AH1431'GROUND.
 AH1431'
 AH1431'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED.
 AH1431'
 AH1431'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1431
 AH1431                          STATION RECOVERY (1949)
 AH1431
 AH1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1431'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AH1431'SINCE CORPUS CHRISTI PASS IS INDEFINITE NOW, STATION IS 9.5
 AH1431'MILES SSW OF FOUR-MILE-HILL IN THE PROPOSED NUECES COUNTY
 AH1431'BEACH PARK.  DIRECTLY OPPOSITE STATION AND APPROXIMATELY ON
 AH1431'THE LOW-WATER LINE OF THE GULF OF MEXICO IS A 4-INCH IRON PIPE
 AH1431'PROJECTING 0.5 FOOT ABOVE THE SAND.  MARK IS STAMPED QUAIL 1939.
 AH1431
 AH1431                          STATION RECOVERY (1958)
 AH1431
 AH1431'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AH1431'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE
 AH1431'WITH THE FOLLOWING ADDITIONS.  TURN OFF OF BEACH AT ROAD
 AH1431'LEADING TO DRILL SITE D, STANDARD OIL CO., CHEVRON FIELD.  PASS
 AH1431'THROUGH STANDARD OIL CO. INSTALLATION, GAS PLANT AND TANK
 AH1431'BATTERY TO FENCED AREA AND HOUSE CALLED FOR IN DESCRIPTION.
 AH1431
 AH1431                          STATION RECOVERY (1961)
 AH1431
 AH1431'RECOVERY NOTE BY MOBIL OIL CORPORATION 1961 (ACM)
 AH1431'RECOVERED IN GOOD CONDITION.
 AH1431
 AH1431                          STATION RECOVERY (1968)
 AH1431
 AH1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1431'STATION MARK RECOVERED IN GOOD CONDITION.  THE 1968 RECOVERY NOTE,
 AH1431'BY G.M.W., IS ADEQUATE.
 AH1431
 AH1431                          STATION RECOVERY (1968)
 AH1431
 AH1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1431'STATION RECOVERED IN APPARENT GOOD CONDITION.
 AH1431'
 AH1431'A COMPLETE DESCRIPTION FOLLOWS--
 AH1431'
 AH1431'STATION IS LOCATED ON THE PADRE ISLAND GRASS FLATS ABOUT 14
 AH1431'MILES SOUTH-SOUTHWEST OF CORPUS CHRISTI PASS APPROXIMATELY
 AH1431'0.4 MILES WESTERLY FROM THE BEACH.
 AH1431'
 AH1431'TO REACH FROM BOB HALL PIER AT THE NUECES COUNTY PARK PROCEED
 AH1431'SOUTH-SOUTHWESTERLY ALONG THE BEACH (PASSING FOUR MILE HILL AT
 AH1431'0.2 MILE) FOR 9.15 MILES TO A SHELL ROAD LEADING WESTERLY
 AH1431'(ADJACENT SOUTH OF DRILL SITE D, STANDARD OIL CO., CHEVRON
 AH1431'FIELD).  TURN OFF THE BEACH AND PROCEED 0.2 MILE TO THE CHEVRON
 AH1431'FIELD PLANT, PROCEED THROUGH THE PLANT (TO THE LEFT) FOR 0.3
 AH1431'MILE TO AN ABANDONED RANCH CAMP ON THE RIGHT WITH LOADING
 AH1431'PENS, TWO HOUSES, AND A SHED WITHIN A FENCED AREA AND THE
 AH1431'STATION AS DESCRIBED.
 AH1431'
 AH1431'STATION IS A STANDARD TRIANGULATION DISK, STAMPED QUAIL, 1939,
 AH1431'SCREWED TO THE TOP OF A 3 INCH DIAMETER IRON PIPE, 6 FEET LONG,
 AH1431'EMBEDDED IN CONCRETE AND PROJECTING 1 FOOT ABOVE THE SURFACE
 AH1431'OF THE GROUND.  IT IS ON LINE WITH THE WEST SIDE OF THE
 AH1431'SOUTHERLY HOUSE, 129 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 AH1431'CORNER OF THE HOUSE, 94-1/2 FEET EAST-NORTHEAST OF THE SOUTHWEST
 AH1431'CORNER OF THE FENCE COMPOUND, AND 24 FEET NORTH OF THE SOUTH
 AH1431'FENCE LINE.
 AH1431'
 AH1431'STATION CAN NORMALLY BE REACHED BY 2 WHEEL DRIVE VEHICLE.
 AH1431'NO REFERENCE OR AZIMUTH MARKS EXIST.
 AH1431'
 AH1431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24 MILES SSW
 AH1431'FROM PORT ARANSAS
 AH1431
 AH1431                          STATION RECOVERY (1969)
 AH1431
 AH1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1431'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 AH1431'IN 1939 AND 1949.  PARK ROAD NO. 22, A NORTH-SOUTH ROAD, IS
 AH1431'NOW 0.2 MILE WEST OF THE STATION.  A DESCRIPTION OF THE
 AH1431'ROUTE TO THE STATION FOLLOWS--
 AH1431'
 AH1431'TO REACH THE STATION FROM THE ARCH OVER STATE HIGHWAY 358 AT
 AH1431'THE ENTRANCE TO THE PADRE ISLAND CAUSEWAY AND AT THE SOUTHEAST
 AH1431'EDGE OF CORPUS CHRISTI, GO SOUTHEAST ON STATE HIGHWAY 358 FOR
 AH1431'4.9 MILES TO JUNCTION OF PARK ROADS 53 AND 22.  CONTINUE
 AH1431'AHEAD, NOW SOUTHERLY, ON PARK ROAD 22 FOR 2.1 MILES TO SIDE
 AH1431'ROAD ON THE LEFT, ENTRANCE TO NUECES COUNTY PARK.  CONTINUE
 AH1431'AHEAD, SOUTHERLY, ON PARK ROAD 22 FOR 8.7 MILES TO A SIDE ROAD
 AH1431'LEFT, (BEACH ACCESS ROAD), CONTINUE AHEAD, SOUTHWESTERLY
 AH1431'ON HIGHWAY FOR 1.25 MILES TO SIDE ROAD LEFT LEADING TO GAS
 AH1431'PLANT.  TURN LEFT AND GO EAST-SOUTHEAST FOR 0.2 MILE TO GATE
 AH1431'AND TRACK ROAD ON THE LEFT.  BEAR LEFT, NORTHERLY AND GO 0.05
 AH1431'MILE TO FENCE AND STATION.
 AH1431'
 AH1431'THE STATION MARK IS A STANDARD DISK SCREWED TO THE TOP OF A
 AH1431'4 INCH GALVANIZED IRON PIPE THAT PROJECTS 8 INCHES.  IT IS
 AH1431'24.6 FEET NORTH OF METAL WITNESS POST AND SIGN SET IN FENCE LINE.
 AH1431'
 AH1431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES
 AH1431'SOUTHEAST OF CORPUS CHRISTI
 AH1431
 AH1431                          STATION RECOVERY (1977)
 AH1431
 AH1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1431'STATION WAS RECOVERED AS DESCRIBED IN THE 1969 RECOVERY NOTE.
 AH1431'
 AH1431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES SSE OF
 AH1431'CORPUS CHRISTI.
 AH1431
 AH1431                          STATION RECOVERY (1979)
 AH1431
 AH1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1431'STATION NOT OCCUPIED.
 AH1431'
 AH1431'NO REFERENCE MARKS TO THIS STATION.
 AH1431'
 AH1431'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, STATION MARK
 AH1431'PROJECTS ABOUT 8 INCHES, AND IS NOW IN A CORRAL, SOUTH OF A SMALL
 AH1431'BARN AND WEST OF THE BEACH AND WEST OF OIL STORAGE TANKS OF THE
 AH1431'STANDARD OIL CO., SHEVRON FIELD, THE LAND IS IN THE PARK AREA NOW,
 AH1431'MARK STAMPED QUAIL 1939.
 AH1431'
 AH1431'THE 1939, 1949, 1968 AND 1969 DESCRIPTIONS ARE ADEQUATE, ROAD NOW
 AH1431'RUNS PAST STATION.
 AH1431'
 AH1431'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAY 358 AND PARK ROADS 22
 AH1431'AND 53, GO SOUTHEASTERLY ON PARK ROAD 22 FOR 2.1 MILE TO, A SIDE
 AH1431'ROAD LEFT, CONTINUE ON PARK ROAD FOR 8.7 MILE TO A SIDE ROAD LEFT,
 AH1431'CONTINUE ON PARK ROAD FOR 1.25 MILE TO A GATE ON THE LEFT.
 AH1431'TURN LEFT AND GO 0.15 MILE TO A GATE, PASS THROUGH GATE AND GO FOR
 AH1431'0.05 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.05
 AH1431'MILE TO A WIRE GATE AND STATION MARK NW OF GATE, MARK IS 24.6
 AH1431'FEET NORTH OF FENCE AND WITNESS POST.
 AH1431'
 AH1431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15 MILES
 AH1431'SE OF CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0409 ***********************************************************************
 CD0409  DESIGNATION -  QUAIL AZ MK
 CD0409  PID         -  CD0409
 CD0409  STATE/COUNTY-  TX/HUDSPETH
 CD0409  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0409
 CD0409                         *CURRENT SURVEY CONTROL
 CD0409  ___________________________________________________________________
 CD0409* NAD 83(1986)-  31 44 45.     (N)    105 14 56.     (W)     SCALED    
 CD0409* NAVD 88     -      1232.372  (meters)    4043.21   (feet)  ADJUSTED  
 CD0409  ___________________________________________________________________
 CD0409  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0409  DYNAMIC HT  -        1230.530 (meters)    4037.16  (feet)  COMP
 CD0409  MODELED GRAV-     979,102.4   (mgal)                       NAVD 88
 CD0409
 CD0409  VERT ORDER  -  FIRST     CLASS I
 CD0409
 CD0409.The horizontal coordinates were scaled from a topographic map and have
 CD0409.an estimated accuracy of +/- 6 seconds.
 CD0409
 CD0409.The orthometric height was determined by differential leveling
 CD0409.and adjusted by the National Geodetic Survey in June 1991..
 CD0409
 CD0409.The geoid height was determined by GEOID03.
 CD0409
 CD0409.The dynamic height is computed by dividing the NAVD 88
 CD0409.geopotential number by the normal gravity value computed on the
 CD0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0409.degrees latitude (g = 980.6199 gals.).
 CD0409
 CD0409.The modeled gravity was interpolated from observed gravity values.
 CD0409
 CD0409;                    North         East    Units  Estimated Accuracy
 CD0409;SPC TX C     - 3,240,780.      234,400.      MT  (+/- 180 meters Scaled)
 CD0409
 CD0409                          SUPERSEDED SURVEY CONTROL
 CD0409
 CD0409  NGVD 29 (??/??/92) 1231.849  (m)         4041.49   (f) ADJ UNCH    1 1
 CD0409
 CD0409.Superseded values are not recommended for survey control.
 CD0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0409.See file dsdata.txt to determine how the superseded data were derived.
 CD0409
 CD0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR764122(NAD 83)
 CD0409_MARKER: DR = REFERENCE MARK DISK
 CD0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0409_STAMPING: QUAIL 1934 AZIMUTH
 CD0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0409+STABILITY: SURFACE MOTION
 CD0409
 CD0409  HISTORY     - Date     Condition        Report By
 CD0409  HISTORY     - 1934     MONUMENTED       CGS
 CD0409  HISTORY     - 1958     GOOD             NGS
 CD0409  HISTORY     - 1976     GOOD             NGS
 CD0409  HISTORY     - 1977     GOOD             NGS
 CD0409
 CD0409                          STATION DESCRIPTION
 CD0409
 CD0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0409'69.55 MI E FROM EL PASO.
 CD0409'ABOUT 69.55 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0409'JUNCTION OF LOOP 16 AT EL PASO, 70 FEET NORTH OF THE CENTER LINE OF
 CD0409'THE HIGHWAY, 17 FEET SOUTH OF A FENCE, 2 FEET WEST OF A CONCRETE
 CD0409'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CD0409'CONCRETE POST PROJECTING 2 INCHES.
 CD0409
 CD0409                          STATION RECOVERY (1976)
 CD0409
 CD0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0409'RECOVERED IN GOOD CONDITION.
 CD0409
 CD0409                          STATION RECOVERY (1977)
 CD0409
 CD0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0409'33.55 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0409'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 2.75 MILES WEST OF THE
 CD0409'JUNCTION OF FARM ROAD 1437, 70.5 FT. NORTH OF THE CENTER LINE OF
 CD0409'THE HIGHWAY, 85 FT. EAST OF A TELEPHONE POLE, 17 FT. SOUTH OF A
 CD0409'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0408 ***********************************************************************
 CD0408  DESIGNATION -  QUAIL RM 1
 CD0408  PID         -  CD0408
 CD0408  STATE/COUNTY-  TX/HUDSPETH
 CD0408  USGS QUAD   -  HUECO STATION (1984)
 CD0408
 CD0408                         *CURRENT SURVEY CONTROL
 CD0408  ___________________________________________________________________
 CD0408* NAD 83(1986)-  31 44 48.     (N)    105 15 06.     (W)     SCALED    
 CD0408* NAVD 88     -      1232.733  (meters)    4044.39   (feet)  ADJUSTED  
 CD0408  ___________________________________________________________________
 CD0408  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0408  DYNAMIC HT  -        1230.891 (meters)    4038.35  (feet)  COMP
 CD0408  MODELED GRAV-     979,102.6   (mgal)                       NAVD 88
 CD0408
 CD0408  VERT ORDER  -  FIRST     CLASS I
 CD0408
 CD0408.The horizontal coordinates were scaled from a topographic map and have
 CD0408.an estimated accuracy of +/- 6 seconds.
 CD0408
 CD0408.The orthometric height was determined by differential leveling
 CD0408.and adjusted by the National Geodetic Survey in June 1991..
 CD0408
 CD0408.The geoid height was determined by GEOID03.
 CD0408
 CD0408.The dynamic height is computed by dividing the NAVD 88
 CD0408.geopotential number by the normal gravity value computed on the
 CD0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0408.degrees latitude (g = 980.6199 gals.).
 CD0408
 CD0408.The modeled gravity was interpolated from observed gravity values.
 CD0408
 CD0408;                    North         East    Units  Estimated Accuracy
 CD0408;SPC TX C     - 3,240,890.      234,150.      MT  (+/- 180 meters Scaled)
 CD0408
 CD0408                          SUPERSEDED SURVEY CONTROL
 CD0408
 CD0408  NGVD 29 (??/??/92) 1232.209  (m)         4042.67   (f) ADJ UNCH    1 1
 CD0408
 CD0408.Superseded values are not recommended for survey control.
 CD0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0408.See file dsdata.txt to determine how the superseded data were derived.
 CD0408
 CD0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR761123(NAD 83)
 CD0408_MARKER: DR = REFERENCE MARK DISK
 CD0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0408_STAMPING: QUAIL NO 1 1934
 CD0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0408+STABILITY: SURFACE MOTION
 CD0408
 CD0408  HISTORY     - Date     Condition        Report By
 CD0408  HISTORY     - 1934     MONUMENTED       CGS
 CD0408  HISTORY     - 1958     GOOD             NGS
 CD0408  HISTORY     - 1976     GOOD             NGS
 CD0408  HISTORY     - 1977     GOOD             NGS
 CD0408
 CD0408                          STATION DESCRIPTION
 CD0408
 CD0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0408'69.3 MI E FROM EL PASO.
 CD0408'ABOUT 69.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0408'OF LOOP 16 AT EL PASO, 74 FEET NORTH OF THE CENTER LINE OF THE
 CD0408'HIGHWAY, 84 FEET EAST OF B. M. P 181, 12 FEET SOUTH OF A CONCRETE
 CD0408'RIGHT OF WAY MARKER POST, 13 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH
 CD0408'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CD0408
 CD0408                          STATION RECOVERY (1976)
 CD0408
 CD0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0408'RECOVERED IN GOOD CONDITION.
 CD0408
 CD0408                          STATION RECOVERY (1977)
 CD0408
 CD0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0408'33.85 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0408'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 3.05 MILES WEST OF THE
 CD0408'JUNCTION OF FARM ROAD 1437, 74 FT. NORTH OF THE CENTER LINE OF THE
 CD0408'HIGHWAY, 84 FT. EAST OF BENCH MARK P 181, 13 FT. SOUTH OF THE RIGHT
 CD0408'OF WAY FENCE, 12 FT. SOUTH OF A CONCRETE RIGHT OF WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0407 ***********************************************************************
 CD0407  DESIGNATION -  QUAIL RM 2
 CD0407  PID         -  CD0407
 CD0407  STATE/COUNTY-  TX/HUDSPETH
 CD0407  USGS QUAD   -  HUECO STATION (1984)
 CD0407
 CD0407                         *CURRENT SURVEY CONTROL
 CD0407  ___________________________________________________________________
 CD0407* NAD 83(1986)-  31 44 48.     (N)    105 15 06.     (W)     SCALED    
 CD0407* NAVD 88     -      1232.573  (meters)    4043.87   (feet)  ADJUSTED  
 CD0407  ___________________________________________________________________
 CD0407  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0407  DYNAMIC HT  -        1230.732 (meters)    4037.83  (feet)  COMP
 CD0407  MODELED GRAV-     979,102.6   (mgal)                       NAVD 88
 CD0407
 CD0407  VERT ORDER  -  FIRST     CLASS I
 CD0407
 CD0407.The horizontal coordinates were scaled from a topographic map and have
 CD0407.an estimated accuracy of +/- 6 seconds.
 CD0407
 CD0407.The orthometric height was determined by differential leveling
 CD0407.and adjusted by the National Geodetic Survey in June 1991..
 CD0407
 CD0407.The geoid height was determined by GEOID03.
 CD0407
 CD0407.The dynamic height is computed by dividing the NAVD 88
 CD0407.geopotential number by the normal gravity value computed on the
 CD0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0407.degrees latitude (g = 980.6199 gals.).
 CD0407
 CD0407.The modeled gravity was interpolated from observed gravity values.
 CD0407
 CD0407;                    North         East    Units  Estimated Accuracy
 CD0407;SPC TX C     - 3,240,890.      234,150.      MT  (+/- 180 meters Scaled)
 CD0407
 CD0407                          SUPERSEDED SURVEY CONTROL
 CD0407
 CD0407  NGVD 29 (??/??/92) 1232.050  (m)         4042.15   (f) ADJ UNCH    1 1
 CD0407
 CD0407.Superseded values are not recommended for survey control.
 CD0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0407.See file dsdata.txt to determine how the superseded data were derived.
 CD0407
 CD0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR761123(NAD 83)
 CD0407_MARKER: DR = REFERENCE MARK DISK
 CD0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0407_STAMPING: QUAIL NO 2 1934
 CD0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0407+STABILITY: SURFACE MOTION
 CD0407
 CD0407  HISTORY     - Date     Condition        Report By
 CD0407  HISTORY     - 1934     MONUMENTED       CGS
 CD0407  HISTORY     - 1958     GOOD             NGS
 CD0407  HISTORY     - 1976     GOOD             NGS
 CD0407  HISTORY     - 1977     GOOD             NGS
 CD0407
 CD0407                          STATION DESCRIPTION
 CD0407
 CD0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0407'69.3 MI E FROM EL PASO.
 CD0407'ABOUT 69.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0407'OF LOOP 16 AT EL PASO, 40 FEET SOUTH OF THE CENTER LINE OF THE
 CD0407'HIGHWAY, 112 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM B.M. P 181, 25
 CD0407'FEET NORTH OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 CD0407'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. NOTE-- SOON TO
 CD0407'BE DESTROYED BY CONSTRUCTION.
 CD0407
 CD0407                          STATION RECOVERY (1976)
 CD0407
 CD0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0407'RECOVERED IN GOOD CONDITION.
 CD0407
 CD0407                          STATION RECOVERY (1977)
 CD0407
 CD0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0407'33.85 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0407'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 3.05 MILES WEST
 CD0407'OF THE JUNCTION OF FARM ROAD 1437, 40 FT. SOUTH OF THE
 CD0407'CENTER LINE OF THE HIGHWAY, 112 FT. SOUTH AND ACROSS THE HIGHWAY
 CD0407'FROM BENCH MARK P 181, 43 FT. NORTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0406 ***********************************************************************
 CD0406  DESIGNATION -  QUAIL RM 3
 CD0406  PID         -  CD0406
 CD0406  STATE/COUNTY-  TX/HUDSPETH
 CD0406  USGS QUAD   -  HUECO STATION (1984)
 CD0406
 CD0406                         *CURRENT SURVEY CONTROL
 CD0406  ___________________________________________________________________
 CD0406* NAD 83(1986)-  31 44 48.     (N)    105 15 06.     (W)     SCALED    
 CD0406* NAVD 88     -      1232.736  (meters)    4044.40   (feet)  ADJUSTED  
 CD0406  ___________________________________________________________________
 CD0406  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0406  DYNAMIC HT  -        1230.894 (meters)    4038.36  (feet)  COMP
 CD0406  MODELED GRAV-     979,102.6   (mgal)                       NAVD 88
 CD0406
 CD0406  VERT ORDER  -  FIRST     CLASS I
 CD0406
 CD0406.The horizontal coordinates were scaled from a topographic map and have
 CD0406.an estimated accuracy of +/- 6 seconds.
 CD0406
 CD0406.The orthometric height was determined by differential leveling
 CD0406.and adjusted by the National Geodetic Survey in June 1991..
 CD0406
 CD0406.The geoid height was determined by GEOID03.
 CD0406
 CD0406.The dynamic height is computed by dividing the NAVD 88
 CD0406.geopotential number by the normal gravity value computed on the
 CD0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0406.degrees latitude (g = 980.6199 gals.).
 CD0406
 CD0406.The modeled gravity was interpolated from observed gravity values.
 CD0406
 CD0406;                    North         East    Units  Estimated Accuracy
 CD0406;SPC TX C     - 3,240,890.      234,150.      MT  (+/- 180 meters Scaled)
 CD0406
 CD0406                          SUPERSEDED SURVEY CONTROL
 CD0406
 CD0406  NGVD 29 (??/??/92) 1232.213  (m)         4042.69   (f) ADJ UNCH    1 1
 CD0406
 CD0406.Superseded values are not recommended for survey control.
 CD0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0406.See file dsdata.txt to determine how the superseded data were derived.
 CD0406
 CD0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR761123(NAD 83)
 CD0406_MARKER: DR = REFERENCE MARK DISK
 CD0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0406_STAMPING: QUAIL 1934 NO 3 1976
 CD0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0406+STABILITY: SURFACE MOTION
 CD0406
 CD0406  HISTORY     - Date     Condition        Report By
 CD0406  HISTORY     - 1976     MONUMENTED       NGS
 CD0406  HISTORY     - 1977     GOOD             NGS
 CD0406
 CD0406                          STATION DESCRIPTION
 CD0406
 CD0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 CD0406'13.5 MI SSW FROM DELL CITY.
 CD0406'FROM DELL CITY, GO SOUTH ON FARM ROAD 1437 FOR 13 MILES, TO THE
 CD0406'JUNCTION OF U.S. HIGHWAYS 62 AND 180.  TURN RIGHT AND GO WEST ON U.S.
 CD0406'HIGHWAYS 62 AND 180 FOR 3.0 MILES TO MARK ON THE RIGHT.  STANDARD
 CD0406'REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS
 CD0406'FLUSH WITH THE GROUND.  ITS 86 FEET NORTH OF THE DENTERLINE OF
 CD0406'HIGHWAY, 81 FEET EAST OF A TELEPHONE POLE, 1-FOOT SOUTH OF THE
 CD0406'FENCE-LINE AND 1-FOOT WEST OF A METAL WITNESS POST.
 CD0406
 CD0406                          STATION RECOVERY (1977)
 CD0406
 CD0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0406'33.85 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0406'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 3.05 MILES WEST OF THE
 CD0406'JUNCTION OF FARM ROAD 1437, 86.5 FT. NORTH OF THE CENTER LINE OF
 CD0406'THE HIGHWAY, 40 FT. NORTHWEST OF BENCH MARK P 181, 0.5 FT. SOUTH
 CD0406'OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1692 ***********************************************************************
 FL1692  DESIGNATION -  QUAKER
 FL1692  PID         -  FL1692
 FL1692  STATE/COUNTY-  TX/HUTCHINSON
 FL1692  USGS QUAD   -  PRINGLE (1978)
 FL1692
 FL1692                         *CURRENT SURVEY CONTROL
 FL1692  ___________________________________________________________________
 FL1692* NAD 83(1993)-  35 54 27.74901(N)    101 26 40.14539(W)     ADJUSTED  
 FL1692* NAVD 88     -      1022.     (meters)    3353.     (feet)  SCALED    
 FL1692  ___________________________________________________________________
 FL1692  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 FL1692  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FL1692
 FL1692  HORZ ORDER  -  SECOND
 FL1692
 FL1692.The horizontal coordinates were established by classical geodetic methods
 FL1692.and adjusted by the National Geodetic Survey in February 1996..
 FL1692
 FL1692.The orthometric height was scaled from a topographic map.
 FL1692
 FL1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1692
 FL1692.The geoid height was determined by GEOID03.
 FL1692
 FL1692;                    North         East     Units Scale Factor Converg.
 FL1692;SPC TX N     - 1,211,639.803   205,011.014   MT  0.99994733   +0 01 55.8
 FL1692;SPC TX N     - 3,975,188.25    672,606.97   sFT  0.99994733   +0 01 55.8
 FL1692;UTM  14      - 3,976,472.804   279,406.909   MT  1.00019965   -1 26 03.2
 FL1692
 FL1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1692!SPC TX N     -   0.99984378  x   0.99994733  =   0.99979112
 FL1692!UTM  14      -   0.99984378  x   1.00019965  =   1.00004340
 FL1692
 FL1692:                Primary Azimuth Mark                     Grid Az
 FL1692:SPC TX N     -  E 253                                    001 10 08.4
 FL1692:UTM  14      -  E 253                                    002 38 07.4
 FL1692
 FL1692|---------------------------------------------------------------------|
 FL1692| PID    Reference Object                     Distance      Geod. Az  |
 FL1692|                                                           dddmmss.s |
 FL1692| FL0780 E 253                                              0011204.2 |
 FL1692| CQ5519 QUAKER AZ MK                                       0164345.8 |
 FL1692| CQ5520 QUAKER RM 1                           7.224 METERS 03958     |
 FL1692| CQ5521 QUAKER RM 2                           8.854 METERS 17512     |
 FL1692|---------------------------------------------------------------------|
 FL1692
 FL1692                          SUPERSEDED SURVEY CONTROL
 FL1692
 FL1692  NAD 83(1993)-  35 54 27.74901(N)    101 26 40.14464(W) AD(       ) 2
 FL1692  NAD 83(1986)-  35 54 27.75762(N)    101 26 40.13365(W) AD(       ) 2
 FL1692  NAD 27      -  35 54 27.61800(N)    101 26 38.53900(W) AD(       ) 2
 FL1692
 FL1692.Superseded values are not recommended for survey control.
 FL1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1692.See file dsdata.txt to determine how the superseded data were derived.
 FL1692
 FL1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7940776473(NAD 83)
 FL1692_MARKER: DS = TRIANGULATION STATION DISK
 FL1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1692
 FL1692  HISTORY     - Date     Condition        Report By
 FL1692  HISTORY     - 1951     MONUMENTED       CGS
 FL1692  HISTORY     - 1958     GOOD             CGS
 FL1692
 FL1692                          STATION DESCRIPTION
 FL1692
 FL1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1692'THE STATION IS LOCATED APPROXIMATELY 5 MILES AIR LINE NORTH OF
 FL1692'STINNETT.  1 MILE SOUTH OF A RAILROAD OVERPASS.  150 PACES
 FL1692'NORTH OF AN INTERSECTION AND 19.5 METERS EAST OF THE CENTER
 FL1692'LINE OF STATE HIGHWAY 117.
 FL1692'
 FL1692'TO REACH THE STATION FROM THE COURT HOUSE IN STINNETT, GO NORTH
 FL1692'ON STATE HIGHWAY 117 FOR 5.5 MILES TO THE STATION ON THE RIGHT.
 FL1692'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON
 FL1692'STATE HIGHWAY 117 FOR 0.5 MILE TO THE JUNCTION AND THE MARK
 FL1692'ABOUT 50 YARDS NORTH OF THE INTERSECTION.
 FL1692'
 FL1692'THE STATION MARK, STAMPED QUAKER 1951, IS A BRONZE DISK SET IN
 FL1692'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND IT IS 3.3
 FL1692'METERS WEST OF A WHITE WITNESS POST THAT IS SET IN A FENCE
 FL1692'CORNER.
 FL1692'
 FL1692'REFERENCE MARK NO. 1, STAMPED QUAKER NO 1 1951, IS A BRONZE
 FL1692'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1692'IT IS 23 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY AND 1-1/2
 FL1692'FEET WEST OF THE FENCE LINE.
 FL1692'
 FL1692'REFERENCE MARK NO. 2, STAMPED QUAKER NO 2 1951, IS A BRONZE
 FL1692'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL1692'IT IS 23 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY AND 8
 FL1692'YARDS SOUTH OF THE FENCE CORNER.
 FL1692'
 FL1692'THE AZIMUTH MARK, STAMPED QUAKER 1951, IS A BRONZE DISK SET
 FL1692'IN THE TOP OF A 6 BY 10-INCH CONCRETE POST THAT PROJECTS ABOUT
 FL1692'20 INCHES.  IT IS SET IN THE FORK OF STATE HIGHWAY 117 AND FARM
 FL1692'ROAD 278.  25 YARDS WEST OF THE CENTER LINE OF STATE HIGHWAY
 FL1692'117.  17 YARDS EAST OF THE CENTER LINE OF FARM ROAD 278.  2
 FL1692'FEET EAST OF A WHITE POST AND 2 FEET SOUTH OF A FENCE CORNER.
 FL1692
 FL1692                          STATION RECOVERY (1958)
 FL1692
 FL1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 FL1692'THIS STATION AND THE REFERENCE AND AZIMUTH MARKS WERE RECOVERED
 FL1692'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS IN THE
 FL1692'AREA OF NEW HIGHWAY CONSTRUCTION AND WAS REMOVED AFTER AN
 FL1692'AZIMUTH MARK WAS ESTABLISHED IN THE VICINITY.  THE AZIMUTH MARK
 FL1692'IS A STANDARD BENCH MARK DISK STAMPED E 253 1934 IN A CONCRETE
 FL1692'POST FLUSH WITH THE SURFACE OF THE GROUND, IN THE AREA BETWEEN
 FL1692'HIGHWAY NO. 278 AND THE C.R.I. AND P.R.R., 2 FEET SOUTH OF
 FL1692'A 4 X 4 POST, 20 FEET WEST OF THE WEST RAIL, 25 FEET EAST OF
 FL1692'THE EAST RIGHT-OF-WAY LINE OF THE HIGHWAY AND 25 FEET NORTH OF
 FL1692'THE FIELD ROAD WHICH CROSSES THE TRACKS.
 FL1692'
 FL1692'THE STATION IS ABOUT 0.5 MILE SOUTH OF THE JUNCTION OF HIGHWAYS
 FL1692'NOS. 278 AND 15 WHICH IS AT THE SOUTHWEST END OF A HIGHWAY
 FL1692'OVERPASS.  IT IS 19.5 METERS EAST OF THE CENTERLINE OF HIGHWAY
 FL1692'NO. 15 AND ABOUT 150 PACES NORTH OF A ROAD INTERSECTION TO THE
 FL1692'WEST.  A STANDARD DISK STAMPED QUAKER 1951 IN A CONCRETE POST
 FL1692'PROJECTING ABOUT 4 INCHES AND IS 3.3 METERS WEST OF A 4 X 4 POST
 FL1692'THAT IS SET IN A FENCE CORNER.
 FL1692'
 FL1692'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED QUAKER NO
 FL1692'1 1951, IN A CONCRETE POST PROJECTING 4 INCHES, 18 INCHES WEST
 FL1692'OF THE RIGHT-OF-WAY FENCE LINE AND 23 YARDS EAST OF THE
 FL1692'CENTERLINE OF THE HIGHWAY.
 FL1692'
 FL1692'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED QUAKER NO
 FL1692'2 1951, IN A CONCRETE POST PROJECTING ABOUT 4 INCHES, ABOUT
 FL1692'8 YARDS SOUTH OF THE FENCE CORNER AND 23 YARDS EAST OF THE
 FL1692'CENTERLINE OF THE HIGHWAY.
 FL1692'
 FL1692'TO REACH THE STATION FROM STINNETT.  GO NORTH ON HIGHWAY NO. 15,
 FL1692'5.5 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 FL1692'
 FL1692'TO REACH THE AZIMUTH MARK.  CONTINUE NORTH TO THE HIGHWAY
 FL1692'JUNCTION, THE TAKE THE LEFT FORK NORTH 0.9 MILE TO THE MARK ON
 FL1692'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0999 ***********************************************************************
 EM0999  DESIGNATION -  QUANAH
 EM0999  PID         -  EM0999
 EM0999  STATE/COUNTY-  TX/HARDEMAN
 EM0999  USGS QUAD   -  QUANAH WEST (1990)
 EM0999
 EM0999                         *CURRENT SURVEY CONTROL
 EM0999  ___________________________________________________________________
 EM0999* NAD 83(1993)-  34 16 34.60565(N)    099 45 27.77361(W)     ADJUSTED  
 EM0999* NAVD 88     -       487.     (meters)    1598.     (feet)  SCALED    
 EM0999  ___________________________________________________________________
 EM0999  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EM0999  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EM0999
 EM0999  HORZ ORDER  -  THIRD
 EM0999
 EM0999.The horizontal coordinates were established by classical geodetic methods
 EM0999.and adjusted by the National Geodetic Survey in February 1996..
 EM0999
 EM0999.The orthometric height was scaled from a topographic map.
 EM0999
 EM0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0999
 EM0999.The geoid height was determined by GEOID03.
 EM0999
 EM0999;                    North         East     Units Scale Factor Converg.
 EM0999;SPC TXNC     - 2,290,098.197   484,174.865   MT  1.00010108   -0 41 09.4
 EM0999;SPC TXNC     - 7,513,430.50  1,588,497.04   sFT  1.00010108   -0 41 09.4
 EM0999;UTM  14      - 3,793,049.716   430,253.273   MT  0.99965996   -0 25 36.3
 EM0999
 EM0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0999!SPC TXNC     -   0.99992800  x   1.00010108  =   1.00002907
 EM0999!UTM  14      -   0.99992800  x   0.99965996  =   0.99958798
 EM0999
 EM0999:                Primary Azimuth Mark                     Grid Az
 EM0999:SPC TXNC     -  QUANAH MUNICIPAL TANK                    019 18 55.7
 EM0999:UTM  14      -  QUANAH MUNICIPAL TANK                    019 03 22.6
 EM0999
 EM0999|---------------------------------------------------------------------|
 EM0999| PID    Reference Object                     Distance      Geod. Az  |
 EM0999|                                                           dddmmss.s |
 EM0999| EM0997 QUANAH MUNICIPAL TANK               APPROX. 1.9 KM 0183746.3 |
 EM0999| CX8004 QUANAH AZ MK                                       0185311.2 |
 EM0999| CX8005 QUANAH RM 1                           8.283 METERS 22949     |
 EM0999| CX8006 QUANAH RM 2                           8.991 METERS 32459     |
 EM0999|---------------------------------------------------------------------|
 EM0999
 EM0999                          SUPERSEDED SURVEY CONTROL
 EM0999
 EM0999  NAD 83(1993)-  34 16 34.60596(N)    099 45 27.77360(W) AD(       ) 3
 EM0999  NAD 83(1986)-  34 16 34.61184(N)    099 45 27.76523(W) AD(       ) 3
 EM0999  NAD 27      -  34 16 34.33077(N)    099 45 26.41616(W) AD(       ) 3
 EM0999
 EM0999.Superseded values are not recommended for survey control.
 EM0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0999.See file dsdata.txt to determine how the superseded data were derived.
 EM0999
 EM0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3025393050(NAD 83)
 EM0999_MARKER: DS = TRIANGULATION STATION DISK
 EM0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0999
 EM0999  HISTORY     - Date     Condition        Report By
 EM0999  HISTORY     - 1969     MONUMENTED       CGS
 EM0999
 EM0999                          STATION DESCRIPTION
 EM0999
 EM0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0999'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF QUANAH AT THE QUANAH
 EM0999'AIRPORT.
 EM0999'
 EM0999'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EM0999'HIGHWAY 283 IN QUANAH, GO SOUTH ON STATE HIGHWAY 283 FOR 0.4 MILE TO
 EM0999'THE JUNCTION OF FARM ROAD 104.  TURN RIGHT AND GO WEST ON FARM ROAD
 EM0999'104 FOR 0.75 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON FARM
 EM0999'ROAD 2568 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EM0999'SOUTH ON FARM ROAD 2568 FOR 0.15 MILE TO A SIDE ROAD RIGHT LEADING
 EM0999'TO THE QUANAH AIRPORT.  TURN RIGHT AND GO SOUTHWEST AND SOUTH FOR
 EM0999'0.15 MILE TO THE OPERATIONS BUILDING AND THE STATION.
 EM0999'
 EM0999'THE STATION MARK IS A STANDARD DISK STAMPED QUANAH 1969, SET IN THE
 EM0999'TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 EM0999'GROUND.  IT IS 143.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EM0999'LARGE ALUMINUM BUILDING, 94.5 FEET EAST-NORTHEAST OF THE SOUTHEAST
 EM0999'CORNER OF THE OPERATIONS BUILDING AND 79 FEET SOUTH OF THE PAVED
 EM0999'DRIVEWAY.
 EM0999'
 EM0999'REFERENCE MARK 1 IS A STANDARD DISK STAMPED QUANAH NO 1 1969, SET IN
 EM0999'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 EM0999'GROUND.  IT IS 185.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EM0999'OPERATIONS BUILDING AND 72.5 FEET EAST OF THE SOUTHEAST CORNER OF
 EM0999'THE OPERATIONS BUILDING.
 EM0999'
 EM0999'REFERENCE MARK 2 IS A STANDARD DISK STAMPED QUANAH NO 2 1969, SET
 EM0999'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 EM0999'GROUND.  IT IS 145.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 EM0999'THE ALUMINUM BUILDING, 100 FEET SOUTHEAST OF THE NORTHEAST CORNER
 EM0999'OF THE OPERATIONS BUILDING, 86 FEET NORTHEAST OF THE SOUTHEAST
 EM0999'CORNER OF THE OPERATIONS BUILDING AND 57 FEET SOUTH OF THE PAVED
 EM0999'DRIVEWAY.
 EM0999'
 EM0999'THE AZIMUTH MARK IS A STANDARD DISK STAMPED QUANAH 1969, SET IN THE
 EM0999'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 10
 EM0999'INCHES.  IT IS 100.5 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 50
 EM0999'FEET EAST OF THE CENTER OF FARM ROAD 2568.  1.9 FEET
 EM0999'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT WEST OF A WIRE
 EM0999'FENCE.
 EM0999'
 EM0999'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0975 ***********************************************************************
 EM0975  DESIGNATION -  QUANAH COURTHOUSE CUPOLA
 EM0975  PID         -  EM0975
 EM0975  STATE/COUNTY-  TX/HARDEMAN
 EM0975  USGS QUAD   -  QUANAH EAST (1984)
 EM0975
 EM0975                         *CURRENT SURVEY CONTROL
 EM0975  ___________________________________________________________________
 EM0975* NAD 83(1993)-  34 17 50.40962(N)    099 44 25.03006(W)     ADJUSTED  
 EM0975* NAVD 88     -                                                        
 EM0975  ___________________________________________________________________
 EM0975  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EM0975  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EM0975
 EM0975  HORZ ORDER  -  THIRD
 EM0975
 EM0975.The horizontal coordinates were established by classical geodetic methods
 EM0975.and adjusted by the National Geodetic Survey in February 1996..
 EM0975
 EM0975
 EM0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0975
 EM0975.The geoid height was determined by GEOID03.
 EM0975
 EM0975;                    North         East     Units Scale Factor Converg.
 EM0975;SPC TXNC     - 2,292,414.961   485,807.414   MT  1.00010902   -0 40 35.2
 EM0975;SPC TXNC     - 7,521,031.42  1,593,853.16   sFT  1.00010902   -0 40 35.2
 EM0975;UTM  14      - 3,795,372.805   431,874.599   MT  0.99965721   -0 25 01.8
 EM0975
 EM0975                          SUPERSEDED SURVEY CONTROL
 EM0975
 EM0975  NAD 83(1993)-  34 17 50.40982(N)    099 44 25.03016(W) AD(       ) 4
 EM0975  NAD 83(1986)-  34 17 50.41530(N)    099 44 25.02164(W) AD(       ) 4
 EM0975  NAD 27      -  34 17 50.12500(N)    099 44 23.68800(W) AD(       ) 3
 EM0975
 EM0975.Superseded values are not recommended for survey control.
 EM0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0975.See file dsdata.txt to determine how the superseded data were derived.
 EM0975
 EM0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3187595373(NAD 83)
 EM0975_MARKER: 86 = CUPOLA
 EM0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0975+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 EM0975
 EM0975  HISTORY     - Date     Condition        Report By
 EM0975  HISTORY     - 1923     FIRST OBSERVED   CGS
 EM0975  HISTORY     - 1967     GOOD             CGS
 EM0975  HISTORY     - 20050519 GOOD             USPSQD
 EM0975
 EM0975                          STATION DESCRIPTION
 EM0975
 EM0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0975'THE COURTHOUSE OF HARDEMAN COUNTY, IN THE CENTRAL PART OF
 EM0975'THE TOWN OF QUANAH.
 EM0975
 EM0975                          STATION RECOVERY (1967)
 EM0975
 EM0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0975'THE STATION WAS RECOVERED.
 EM0975
 EM0975                          STATION RECOVERY (2005)
 EM0975
 EM0975'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EM0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0997 ***********************************************************************
 EM0997  DESIGNATION -  QUANAH MUNICIPAL TANK
 EM0997  PID         -  EM0997
 EM0997  STATE/COUNTY-  TX/HARDEMAN
 EM0997  USGS QUAD   -  QUANAH WEST (1990)
 EM0997
 EM0997                         *CURRENT SURVEY CONTROL
 EM0997  ___________________________________________________________________
 EM0997* NAD 83(1993)-  34 17 32.04804(N)    099 45 04.44201(W)     ADJUSTED  
 EM0997* NAVD 88     -                                                        
 EM0997  ___________________________________________________________________
 EM0997  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EM0997  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EM0997
 EM0997  HORZ ORDER  -  THIRD
 EM0997
 EM0997.The horizontal coordinates were established by classical geodetic methods
 EM0997.and adjusted by the National Geodetic Survey in February 1996..
 EM0997
 EM0997
 EM0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0997
 EM0997.The geoid height was determined by GEOID03.
 EM0997
 EM0997;                    North         East     Units Scale Factor Converg.
 EM0997;SPC TXNC     - 2,291,861.113   484,792.766   MT  1.00010708   -0 40 56.7
 EM0997;SPC TXNC     - 7,519,214.33  1,590,524.27   sFT  1.00010708   -0 40 56.7
 EM0997;UTM  14      - 3,794,814.623   430,862.923   MT  0.99965892   -0 25 23.8
 EM0997
 EM0997                          SUPERSEDED SURVEY CONTROL
 EM0997
 EM0997  NAD 83(1993)-  34 17 32.04822(N)    099 45 04.44205(W) AD(       ) 4
 EM0997  NAD 83(1986)-  34 17 32.05383(N)    099 45 04.43374(W) AD(       ) 4
 EM0997  NAD 27      -  34 17 31.78434(N)    099 45 03.08004(W) AD(       ) 3
 EM0997
 EM0997.Superseded values are not recommended for survey control.
 EM0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0997.See file dsdata.txt to determine how the superseded data were derived.
 EM0997
 EM0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3086394815(NAD 83)
 EM0997_MARKER: 53 = ELEVATED TANK
 EM0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0997+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 EM0997
 EM0997  HISTORY     - Date     Condition        Report By
 EM0997  HISTORY     - 1967     FIRST OBSERVED   CGS
 EM0997  HISTORY     - 1969     GOOD             CGS
 EM0997  HISTORY     - 20040806 GOOD             USPSQD
 EM0997
 EM0997                          STATION DESCRIPTION
 EM0997
 EM0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0997'THE STATION IS THE CENTER OF THE TOP OF A 130 FOOT HIGH ELEVATED
 EM0997'DOUBLE ELLIPSOIDAL TANK, SUPPORTED BY 7 STEEL LEGS, HAVING TWO RED
 EM0997'LIGHTS MOUNTED ON THE TOP.  IT IS LOCATED IN THE WEST EDGE OF
 EM0997'QUANAH, ABOUT 240 FEET NORTH OF U.S. HIGHWAY 287, 85 FEET WEST OF
 EM0997'HUGHES STREET AND 75 FEET SOUTH OF 10TH STREET.
 EM0997
 EM0997                          STATION RECOVERY (1969)
 EM0997
 EM0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0997'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED BY J.W.C. IN
 EM0997'1967.
 EM0997
 EM0997                          STATION RECOVERY (2004)
 EM0997
 EM0997'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 EM0997'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0998 ***********************************************************************
 EM0998  DESIGNATION -  QUANAH PANHANDLE CO TANK
 EM0998  PID         -  EM0998
 EM0998  STATE/COUNTY-  TX/HARDEMAN
 EM0998  USGS QUAD   -  QUANAH WEST (1990)
 EM0998
 EM0998                         *CURRENT SURVEY CONTROL
 EM0998  ___________________________________________________________________
 EM0998* NAD 83(1993)-  34 18 06.76284(N)    099 45 25.31271(W)     ADJUSTED  
 EM0998* NAVD 88     -                                                        
 EM0998  ___________________________________________________________________
 EM0998  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EM0998  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EM0998
 EM0998  HORZ ORDER  -  THIRD
 EM0998
 EM0998.The horizontal coordinates were established by classical geodetic methods
 EM0998.and adjusted by the National Geodetic Survey in February 1996..
 EM0998
 EM0998
 EM0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0998
 EM0998.The geoid height was determined by GEOID03.
 EM0998
 EM0998;                    North         East     Units Scale Factor Converg.
 EM0998;SPC TXNC     - 2,292,937.202   484,271.795   MT  1.00011075   -0 41 08.1
 EM0998;SPC TXNC     - 7,522,744.80  1,588,815.05   sFT  1.00011075   -0 41 08.1
 EM0998;UTM  14      - 3,795,887.863   430,337.329   MT  0.99965982   -0 25 35.9
 EM0998
 EM0998                          SUPERSEDED SURVEY CONTROL
 EM0998
 EM0998  NAD 83(1993)-  34 18 06.76302(N)    099 45 25.31283(W) AD(       ) 4
 EM0998  NAD 83(1986)-  34 18 06.76869(N)    099 45 25.30444(W) AD(       ) 4
 EM0998  NAD 27      -  34 18 06.50610(N)    099 45 23.96784(W) AD(       ) 3
 EM0998
 EM0998.Superseded values are not recommended for survey control.
 EM0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0998.See file dsdata.txt to determine how the superseded data were derived.
 EM0998
 EM0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3033795888(NAD 83)
 EM0998_MARKER: 53 = ELEVATED TANK
 EM0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0998+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 EM0998
 EM0998  HISTORY     - Date     Condition        Report By
 EM0998  HISTORY     - 1967     FIRST OBSERVED   CGS
 EM0998  HISTORY     - 20050519 GOOD             USPSQD
 EM0998
 EM0998                          STATION DESCRIPTION
 EM0998
 EM0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0998'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH,
 EM0998'HEMISPHERICAL BOTTOM ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS.  IT
 EM0998'IS LOCATED IN THE WEST EDGE OF TOWN AND ABOUT 0.1 MILE NORTH OF
 EM0998'SPUR ROAD 133.
 EM0998
 EM0998                          STATION RECOVERY (2005)
 EM0998
 EM0998'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EM0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0980 ***********************************************************************
 EM0980  DESIGNATION -  QUANAH RAD STA KOLJ MAST
 EM0980  PID         -  EM0980
 EM0980  STATE/COUNTY-  TX/HARDEMAN
 EM0980  USGS QUAD   -  QUANAH EAST (1984)
 EM0980
 EM0980                         *CURRENT SURVEY CONTROL
 EM0980  ___________________________________________________________________
 EM0980* NAD 83(1993)-  34 18 54.90025(N)    099 44 50.49604(W)     ADJUSTED  
 EM0980* NAVD 88     -                                                        
 EM0980  ___________________________________________________________________
 EM0980  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 EM0980  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EM0980
 EM0980  HORZ ORDER  -  THIRD
 EM0980
 EM0980.The horizontal coordinates were established by classical geodetic methods
 EM0980.and adjusted by the National Geodetic Survey in February 1996..
 EM0980
 EM0980
 EM0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0980
 EM0980.The geoid height was determined by GEOID03.
 EM0980
 EM0980;                    North         East     Units Scale Factor Converg.
 EM0980;SPC TXNC     - 2,294,409.926   485,179.752   MT  1.00011589   -0 40 49.1
 EM0980;SPC TXNC     - 7,527,576.57  1,591,793.90   sFT  1.00011589   -0 40 49.1
 EM0980;UTM  14      - 3,797,364.005   431,238.210   MT  0.99965828   -0 25 16.8
 EM0980
 EM0980                          SUPERSEDED SURVEY CONTROL
 EM0980
 EM0980  NAD 83(1993)-  34 18 54.90044(N)    099 44 50.49615(W) AD(       ) 4
 EM0980  NAD 83(1986)-  34 18 54.90634(N)    099 44 50.48771(W) AD(       ) 4
 EM0980  NAD 27      -  34 18 54.64361(N)    099 44 49.15587(W) AD(       ) 3
 EM0980
 EM0980.Superseded values are not recommended for survey control.
 EM0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0980.See file dsdata.txt to determine how the superseded data were derived.
 EM0980
 EM0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3123897364(NAD 83)
 EM0980_MARKER: 42 = RADIO/TV MAST
 EM0980
 EM0980  HISTORY     - Date     Condition        Report By
 EM0980  HISTORY     - 1967     FIRST OBSERVED   CGS
 EM0980
 EM0980                          STATION DESCRIPTION
 EM0980
 EM0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0980'THE STATION IS THE CENTER OF THE TOP OF A 150 FOOT HIGH STEEL MAST
 EM0980'WITH A RED LIGHT MOUNTED ON TOP.  IT IS LOCATED ABOUT 1.5 MILES
 EM0980'NORTHWEST OF THE CENTER OF TOWN, 0.3 MILE WEST OF STATE ROAD 283
 EM0980'AND 260 FEET NORTH OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0979 ***********************************************************************
 EM0979  DESIGNATION -  QUANAH TV SYSTEM MAST
 EM0979  PID         -  EM0979
 EM0979  STATE/COUNTY-  TX/HARDEMAN
 EM0979  USGS QUAD   -  QUANAH EAST (1984)
 EM0979
 EM0979                         *CURRENT SURVEY CONTROL
 EM0979  ___________________________________________________________________
 EM0979* NAD 83(1993)-  34 17 43.92763(N)    099 43 49.19899(W)     ADJUSTED  
 EM0979* NAVD 88     -                                                        
 EM0979  ___________________________________________________________________
 EM0979  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EM0979  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EM0979
 EM0979  HORZ ORDER  -  THIRD
 EM0979
 EM0979.The horizontal coordinates were established by classical geodetic methods
 EM0979.and adjusted by the National Geodetic Survey in February 1996..
 EM0979
 EM0979
 EM0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0979
 EM0979.The geoid height was determined by GEOID03.
 EM0979
 EM0979;                    North         East     Units Scale Factor Converg.
 EM0979;SPC TXNC     - 2,292,204.447   486,721.407   MT  1.00010834   -0 40 15.7
 EM0979;SPC TXNC     - 7,520,340.76  1,596,851.82   sFT  1.00010834   -0 40 15.7
 EM0979;UTM  14      - 3,795,166.524   432,789.122   MT  0.99965568   -0 24 41.5
 EM0979
 EM0979                          SUPERSEDED SURVEY CONTROL
 EM0979
 EM0979  NAD 83(1993)-  34 17 43.92785(N)    099 43 49.19914(W) AD(       ) 4
 EM0979  NAD 83(1986)-  34 17 43.93373(N)    099 43 49.19100(W) AD(       ) 4
 EM0979  NAD 27      -  34 17 43.65096(N)    099 43 47.85636(W) AD(       ) 3
 EM0979
 EM0979.Superseded values are not recommended for survey control.
 EM0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0979.See file dsdata.txt to determine how the superseded data were derived.
 EM0979
 EM0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3278995167(NAD 83)
 EM0979_MARKER: 42 = RADIO/TV MAST
 EM0979
 EM0979  HISTORY     - Date     Condition        Report By
 EM0979  HISTORY     - 1967     FIRST OBSERVED   CGS
 EM0979  HISTORY     - 1969     GOOD             CGS
 EM0979
 EM0979                          STATION DESCRIPTION
 EM0979
 EM0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0979'THE STATION IS THE CENTER OF THE TOP OF A 400 FOOT HIGH STEEL MAST,
 EM0979'WITH A RED LIGHT MOUNTED ON THE TOP.  IT IS LOCATED ABOUT 240 FEET
 EM0979'NORTH OF 4TH STREET AND IN THE EAST EDGE OF QUANAH.
 EM0979
 EM0979                          STATION RECOVERY (1969)
 EM0979
 EM0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0979'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED BY J.W.C. IN
 EM0979'1967.  ADDITIONAL INFORMATION FOLLOWS--
 EM0979'
 EM0979'THE STATION IS LOCATED IN AN OPEN FIELD IN THE NORTHEAST SECTION OF
 EM0979'QUANAH, 260 FEET NORTH OF THE T-INTERSECTION OF FOURTH AND DODGE
 EM0979'STREETS.  IT IS 400 FEET HIGH, PAINTED ALTERNATE ORANGE AND WHITE,
 EM0979'SINGLE COLUMN WITH THREE LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0977 ***********************************************************************
 EM0977  DESIGNATION -  QUANAH W TEXAS UTIL NW TANK
 EM0977  PID         -  EM0977
 EM0977  STATE/COUNTY-  TX/HARDEMAN
 EM0977  USGS QUAD   -  QUANAH EAST (1984)
 EM0977
 EM0977                         *CURRENT SURVEY CONTROL
 EM0977  ___________________________________________________________________
 EM0977* NAD 83(1993)-  34 15 06.79668(N)    099 41 01.24708(W)     ADJUSTED  
 EM0977* NAVD 88     -                                                        
 EM0977  ___________________________________________________________________
 EM0977  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 EM0977  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EM0977
 EM0977  HORZ ORDER  -  THIRD
 EM0977
 EM0977.The horizontal coordinates were established by classical geodetic methods
 EM0977.and adjusted by the National Geodetic Survey in February 1996..
 EM0977
 EM0977
 EM0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0977
 EM0977.The geoid height was determined by GEOID03.
 EM0977
 EM0977;                    North         East     Units Scale Factor Converg.
 EM0977;SPC TXNC     - 2,287,313.217   490,962.104   MT  1.00009204   -0 38 44.1
 EM0977;SPC TXNC     - 7,504,293.45  1,610,764.84   sFT  1.00009204   -0 38 44.1
 EM0977;UTM  14      - 3,790,296.780   437,050.073   MT  0.99964885   -0 23 05.3
 EM0977
 EM0977                          SUPERSEDED SURVEY CONTROL
 EM0977
 EM0977  NAD 83(1993)-  34 15 06.79737(N)    099 41 01.24719(W) AD(       ) 4
 EM0977  NAD 83(1986)-  34 15 06.80538(N)    099 41 01.23880(W) AD(       ) 4
 EM0977  NAD 27      -  34 15 06.52275(N)    099 40 59.90829(W) AD(       ) 3
 EM0977
 EM0977.Superseded values are not recommended for survey control.
 EM0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0977.See file dsdata.txt to determine how the superseded data were derived.
 EM0977
 EM0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3705090297(NAD 83)
 EM0977_MARKER: 53 = ELEVATED TANK
 EM0977
 EM0977  HISTORY     - Date     Condition        Report By
 EM0977  HISTORY     - 1969     FIRST OBSERVED   CGS
 EM0977
 EM0977                          STATION DESCRIPTION
 EM0977
 EM0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0977'THE STATION IS LOCATED 5 MILES SOUTHEAST OF QUANAH, 1.6 MILES SOUTH
 EM0977'OF U.S. HIGHWAY 287, AT THE LAKE PAULINE GENERATING STATION.  IT IS
 EM0977'THE NORTHWEST ONE OF TWO IDENTICAL WATER TANKS WHICH ARE OWNED BY
 EM0977'THE WEST TEXAS UTILITIES COMPANY.
 EM0977'
 EM0977'THE STATION IS THE BALL ON TOP OF THE SILVER TANK WITH A CONICAL
 EM0977'ROOF, FOUR TUBULAR STEEL LEGS PAINTED BLACK AND ABOUT 125 FEET HIGH.
 EM0977'
 EM0977'THE NAME OF THIS STATION IS QUANAH WEST TEXAS UTILITIES NORTHWEST
 EM0977'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0880 ***********************************************************************
 BP0880  DESIGNATION -  QUARRY
 BP0880  PID         -  BP0880
 BP0880  STATE/COUNTY-  TX/PECOS
 BP0880  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0880
 BP0880                         *CURRENT SURVEY CONTROL
 BP0880  ___________________________________________________________________
 BP0880* NAD 83(1993)-  30 54 23.73291(N)    102 55 49.67432(W)     ADJUSTED  
 BP0880* NAVD 88     -       954.     (meters)    3130.     (feet)  SCALED    
 BP0880  ___________________________________________________________________
 BP0880  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BP0880  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BP0880
 BP0880  HORZ ORDER  -  SECOND
 BP0880
 BP0880.The horizontal coordinates were established by classical geodetic methods
 BP0880.and adjusted by the National Geodetic Survey in February 1996..
 BP0880
 BP0880.The orthometric height was scaled from a topographic map.
 BP0880
 BP0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0880
 BP0880.The geoid height was determined by GEOID03.
 BP0880
 BP0880;                    North         East     Units Scale Factor Converg.
 BP0880;SPC TX C     - 3,140,349.639   451,772.980   MT  0.99988311   -1 20 15.6
 BP0880;SPC TX C     -10,302,963.77  1,482,191.85   sFT  0.99988311   -1 20 15.6
 BP0880;UTM  13      - 3,421,085.320   697,783.129   MT  1.00008256   +1 03 48.0
 BP0880
 BP0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0880!SPC TX C     -   0.99985384  x   0.99988311  =   0.99973697
 BP0880!UTM  13      -   0.99985384  x   1.00008256  =   0.99993639
 BP0880
 BP0880|---------------------------------------------------------------------|
 BP0880| PID    Reference Object                     Distance      Geod. Az  |
 BP0880|                                                           dddmmss.s |
 BP0880| CI0256 QUARRY RM 1                           7.680 METERS 00057     |
 BP0880| CI0255 QUARRY AZ MK                                       0311833.7 |
 BP0880| CI0257 QUARRY RM 2                          14.576 METERS 07307     |
 BP0880| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX. 4.8 KM 1125319.0 |
 BP0880| BP0882 FORT STOCKTON MUNICIPAL TANK W      APPROX. 3.9 KM 1235346.1 |
 BP0880|---------------------------------------------------------------------|
 BP0880
 BP0880                          SUPERSEDED SURVEY CONTROL
 BP0880
 BP0880  NAD 83(1986)-  30 54 23.73528(N)    102 55 49.66946(W) AD(       ) 2
 BP0880  NAD 27      -  30 54 23.18100(N)    102 55 48.10500(W) AD(       ) 2
 BP0880
 BP0880.Superseded values are not recommended for survey control.
 BP0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0880.See file dsdata.txt to determine how the superseded data were derived.
 BP0880
 BP0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ9778321085(NAD 83)
 BP0880_MARKER: DS = TRIANGULATION STATION DISK
 BP0880_SETTING: 66 = SET IN ROCK OUTCROP
 BP0880_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BP0880
 BP0880  HISTORY     - Date     Condition        Report By
 BP0880  HISTORY     - 1943     MONUMENTED       CGS
 BP0880  HISTORY     - 1957     GOOD             CGS
 BP0880  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0880
 BP0880                          STATION DESCRIPTION
 BP0880
 BP0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0880'STATION IS LOCATED 2.5 MILES NORTHWEST OF FORT STOCKTON BY
 BP0880'AIRLINE, AND IS ON WHAT IS KNOWN LOCALLY AS QUARRY HILL.
 BP0880'
 BP0880'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 285, ABOUT
 BP0880'100 YARDS SOUTHWEST OF THE DEPOT IN FORT STOCKTON, GO WEST
 BP0880'ON U.S. 290 FOR 1.0 MILE.  THENCE RIGHT ON U.S. 285 FOR 1.35
 BP0880'MILES TO ENTRANCE TO AIRPORT ON THE RIGHT.  CONTINUE 0.05
 BP0880'MILE, THENCE LEFT THROUGH BOARD GATE ON TRACK ROAD FOR 0.2
 BP0880'MILE TO RANCH HOUSE.  PASS TO THE LEFT OF HOUSE, BEAR RIGHT
 BP0880'AND FOLLOW TRACK ROAD NORTHWESTERLY ALONG POWER LINE FOR 0.3
 BP0880'MILE TO SECOND DIM CROSS ROADS.  THENCE LEFT FOR 0.4 MILE TO TOP
 BP0880'OF RIM.  TURN RIGHT ACROSS COUNTRY 75 YARDS TO STATION.
 BP0880'
 BP0880'STATION IS LOCATED ON TOP OF THE NORTH END OF A LOW HILL
 BP0880'ABOUT 60 FEET SOUTH OF THE NORTH RIM OF THE HILL.  A STANDARD
 BP0880'BRONZE DISK SET IN A DRILL HOLE IN BEDROCK AND STAMPED QUARRY
 BP0880'1943.
 BP0880'
 BP0880'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.  A STANDARD BRONZE
 BP0880'DISK CEMENTED IN BEDROCK FLUSH WITH THE GROUND STAMPED QUARRY
 BP0880'NO 1 1943.
 BP0880'
 BP0880'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION.  A
 BP0880'STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH
 BP0880'WITH THE GROUND STAMPED QUARRY NO 2 1943.
 BP0880'
 BP0880'AZIMUTH MARK IS 0.7 MILE NORTH-NORTHEAST OF THE STATION,
 BP0880'AND 0.7 MILE NORTH OF THE ENTRANCE TO THE PACIFIC AIR SCHOOL,
 BP0880'AND IS IN THE CENTER OF THE SOUTHWEST HEADWALL OF A CONCRETE
 BP0880'HIGHWAY CULVERT ON U.S. 285.  A STANDARD BRONZE DISK CEMENTED
 BP0880'IN A DRILL HOLE AND STAMPED QUARRY 1943.
 BP0880'
 BP0880'A 4 FOOT STAND WAS USED OVER THE STATION.
 BP0880'
 BP0880'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BP0880
 BP0880                          STATION RECOVERY (1957)
 BP0880
 BP0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 BP0880'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 BP0880'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 BP0880
 BP0880                          STATION RECOVERY (1996)
 BP0880
 BP0880'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1082 ***********************************************************************
 CA1082  DESIGNATION -  QUARRY ET
 CA1082  PID         -  CA1082
 CA1082  STATE/COUNTY-  TX/SAN SABA
 CA1082  USGS QUAD   -  HALL (1979)
 CA1082
 CA1082                         *CURRENT SURVEY CONTROL
 CA1082  ___________________________________________________________________
 CA1082* NAD 83(1993)-  31 15 04.38726(N)    099 01 29.00475(W)     ADJUSTED  
 CA1082* NAVD 88     -       508.8    (meters)    1669.     (feet)  VERTCON   
 CA1082  ___________________________________________________________________
 CA1082  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CA1082  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CA1082
 CA1082  HORZ ORDER  -  THIRD
 CA1082
 CA1082.The horizontal coordinates were established by classical geodetic methods
 CA1082.and adjusted by the National Geodetic Survey in February 1996..
 CA1082
 CA1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1082
 CA1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1082
 CA1082.The geoid height was determined by GEOID03.
 CA1082
 CA1082;                    North         East     Units Scale Factor Converg.
 CA1082;SPC TX C     - 3,176,389.492   824,632.542   MT  0.99989121   +0 40 26.4
 CA1082;SPC TX C     -10,421,204.53  2,705,481.93   sFT  0.99989121   +0 40 26.4
 CA1082;UTM  14      - 3,457,444.080   497,645.951   MT  0.99960007   -0 00 46.2
 CA1082
 CA1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1082!SPC TX C     -   0.99992391  x   0.99989121  =   0.99981512
 CA1082!UTM  14      -   0.99992391  x   0.99960007  =   0.99952401
 CA1082
 CA1082:                Primary Azimuth Mark                     Grid Az
 CA1082:SPC TX C     -  HILL ET                                  260 44 25.8
 CA1082:UTM  14      -  HILL ET                                  261 25 38.4
 CA1082
 CA1082|---------------------------------------------------------------------|
 CA1082| PID    Reference Object                     Distance      Geod. Az  |
 CA1082|                                                           dddmmss.s |
 CA1082| CA1094 HILL ET                             APPROX.13.4 KM 2612452.2 |
 CA1082|---------------------------------------------------------------------|
 CA1082
 CA1082                          SUPERSEDED SURVEY CONTROL
 CA1082
 CA1082  NAD 83(1986)-  31 15 04.39751(N)    099 01 28.98994(W) AD(       ) 3
 CA1082  NAD 27      -  31 15 03.81625(N)    099 01 27.82942(W) AD(       ) 3
 CA1082  NGVD 29 (07/19/86)  508.7    (m)         1669.     (f) VERT ANG       
 CA1082
 CA1082.Superseded values are not recommended for survey control.
 CA1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1082.See file dsdata.txt to determine how the superseded data were derived.
 CA1082
 CA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9764657444(NAD 83)
 CA1082_MARKER: DD = SURVEY DISK
 CA1082_SETTING: 0 = UNSPECIFIED SETTING
 CA1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1082
 CA1082  HISTORY     - Date     Condition        Report By
 CA1082  HISTORY     - 1961     MONUMENTED       USGS
 CA1082
 CA1082                          STATION DESCRIPTION
 CA1082
 CA1082'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1082'LOCATED ABOUT 20 MI. (AIRLINE) NE. OF BRADY, TEXAS, AND 5.0 MI.
 CA1082'(AIRLINE) W. OF RICHLAND SPRINGS, TEXAS, ABOUT 450 FT. N. OF U.S.
 CA1082'HIGHWAY 190, ON HIGH POINT AT N. EDGE OF ROCK QUARRY.
 CA1082'
 CA1082'TO REACH STATION FROM COURTHOUSE AT BRADY, TEXAS, DRIVE N. ON U.S.
 CA1082'HIGHWAY 377 0.8 MI. TO JUNCTION OF U.S. HIGHWAY 190, TURN E. AND GO
 CA1082'20.5 MI. ALONG HIGHWAY 190 TO GATE IN N. RIGHT-OF-WAY FENCE (5.6 MI.
 CA1082'W. ALONG HIGHWAY 190 FROM POST OFFICE AT RICHLAND SPRINGS, TEXAS), GO
 CA1082'THROUGH GATE AND CONTINUE E. ALONG RIGHT-OF-WAY FENCE 0.6 MI. TO TOP
 CA1082'OF RIDGE, TURN N. AND DRIVE 0.1 MI. AROUND W. EDGE OF QUARRY TO HIGH
 CA1082'GROUND AND STATION.
 CA1082'
 CA1082'STATION MARK--STANDARD TABLET CEMENTED ON TOP OF CONCRETE POST
 CA1082'PROJECTING ABOUT 0.2 FT. ABOVE GROUND, STAMPED ---QUARRY-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1305 ***********************************************************************
 AJ1305  DESIGNATION -  QUATAS
 AJ1305  PID         -  AJ1305
 AJ1305  STATE/COUNTY-  TX/JIM HOGG
 AJ1305  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ1305
 AJ1305                         *CURRENT SURVEY CONTROL
 AJ1305  ___________________________________________________________________
 AJ1305* NAD 83(1993)-  27 00 38.35510(N)    098 35 19.37824(W)     ADJUSTED  
 AJ1305* NAVD 88     -       131.7    (meters)     432.     (feet)  VERTCON   
 AJ1305  ___________________________________________________________________
 AJ1305  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AJ1305  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AJ1305
 AJ1305  HORZ ORDER  -  SECOND
 AJ1305
 AJ1305.The horizontal coordinates were established by classical geodetic methods
 AJ1305.and adjusted by the National Geodetic Survey in February 1996..
 AJ1305
 AJ1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1305
 AJ1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1305
 AJ1305.The geoid height was determined by GEOID03.
 AJ1305
 AJ1305;                    North         East     Units Scale Factor Converg.
 AJ1305;SPC TX S     - 5,148,905.410   291,196.242   MT  0.99989481   -0 02 25.0
 AJ1305;SPC TX S     -16,892,700.50    955,366.34   sFT  0.99989481   -0 02 25.0
 AJ1305;UTM  14      - 2,987,681.802   540,801.963   MT  0.99962055   +0 11 12.4
 AJ1305
 AJ1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1305!SPC TX S     -   0.99998322  x   0.99989481  =   0.99987803
 AJ1305!UTM  14      -   0.99998322  x   0.99962055  =   0.99960377
 AJ1305
 AJ1305:                Primary Azimuth Mark                     Grid Az
 AJ1305:SPC TX S     -  QUATAS RM 3                              183 17 27.5
 AJ1305:UTM  14      -  QUATAS RM 3                              183 03 50.1
 AJ1305
 AJ1305|---------------------------------------------------------------------|
 AJ1305| PID    Reference Object                     Distance      Geod. Az  |
 AJ1305|                                                           dddmmss.s |
 AJ1305| CV2839 QUATAS RM 3                                        1831502.5 |
 AJ1305| AJ1306 QUATAS 1974 RM 1                     11.147 METERS 23213     |
 AJ1305| CV2838 QUATAS RM 2                          11.382 METERS 33948     |
 AJ1305|---------------------------------------------------------------------|
 AJ1305
 AJ1305                          SUPERSEDED SURVEY CONTROL
 AJ1305
 AJ1305  NAD 83(1986)-  27 00 38.36069(N)    098 35 19.34845(W) AD(       ) 2
 AJ1305  NAD 27      -  27 00 37.18693(N)    098 35 18.27352(W) AD(       ) 2
 AJ1305  NGVD 29 (07/19/86)  131.7    (m)          432.     (f) VERT ANG       
 AJ1305
 AJ1305.Superseded values are not recommended for survey control.
 AJ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1305.See file dsdata.txt to determine how the superseded data were derived.
 AJ1305
 AJ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4080287682(NAD 83)
 AJ1305_MARKER: DS = TRIANGULATION STATION DISK
 AJ1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1305_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1305
 AJ1305  HISTORY     - Date     Condition        Report By
 AJ1305  HISTORY     - 1974     MONUMENTED       NGS
 AJ1305  HISTORY     - 20010410 GOOD             FRONT
 AJ1305
 AJ1305                          STATION DESCRIPTION
 AJ1305
 AJ1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1305'THE STATION IS ABOUT 7-1/2 MILES NORTH OF THE SETTLEMENT OF AGUA
 AJ1305'NUEVA, 22-1/2 MILES SOUTH OF HEBBRONVILLE, IN JIM HOGG COUNTY AND
 AJ1305'ALONG THE FARM ROAD 1017 RIGHT-OF-WAY.
 AJ1305'
 AJ1305'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 285 AND 16
 AJ1305'IN HEBBRONVILLE, GO SOUTH ON STATE HIGHWAY 285 FOR 0.35 MILE TO A
 AJ1305'FORK.  BEAR LEFT AND GO EAST ON STATE HIGHWAY 285 FOR 1.0 MILE TO A
 AJ1305'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON FARM ROAD 1017 FOR
 AJ1305'15.0 MILES TO A GROVE OF LARGE SALT CEDAR TREES ON THE LEFT,
 AJ1305'CONTINUE SOUTH FOR 0.5 MILE TO THE STATION ALTA 1935 ON THE
 AJ1305'LEFT.  CONTINUE SOUTH ON FARM ROAD 1017 FOR 3.0 MILE TO A RANCH
 AJ1305'ROAD ON THE LEFT, CONTINUE SOUTH FOR 1.85 MILE TO A RANCH ROAD
 AJ1305'LEFT, CUETAS RANCH, CONTINUE SOUTH ON FARM ROAD 1017 FOR 1.15
 AJ1305'MILE TO A LONE TREE AND THE STATION ON THE LEFT.
 AJ1305'
 AJ1305'TO REACH THE AZIMUTH MARK, REFERENCE MARK 3, FROM THE STATION--
 AJ1305'CONTINUE SOUTH ON FARM ROAD 1017 FOR 0.5 MILE TO A RANCH ROAD
 AJ1305'RIGHT AND THE AZIMUTH ON THE RIGHT.
 AJ1305'
 AJ1305'STATION MARK IS A STANDARD DISK, STAMPED QUATAS 1974, SET IN THE TOP
 AJ1305'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AJ1305'GROUND.  IT IS 1.7 FEET WEST OF A FENCELINE, 4.0 FEET
 AJ1305'NORTH-NORTHEAST OF A METAL WITNESS POST, 30.0 FEET NORTH-NORTHEAST
 AJ1305'OF A SINGLE SALT CEDAR TREE, 49.9 FEET EAST OF THE CENTER OF FARM
 AJ1305'ROAD 1017 AND THE UNDERGROUND MARK IS 40 INCHES BELOW THE GROUND.
 AJ1305'
 AJ1305'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED QUATAS NO 1 1974, SET
 AJ1305'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AJ1305'WITH THE GROUND.  IT IS 18.9 FEET NORTHWEST OF THE TREE, 21.0 FEET
 AJ1305'EAST OF THE FARM ROAD, 30.4 FEET WEST OF THE FENCELINE, 36.0 FEET
 AJ1305'SOUTHWEST OF THE METAL WITNESS POST AND IS ABOUT 2 FEET LOWER
 AJ1305'THAN THE STATION.
 AJ1305'
 AJ1305'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED QUATAS NO 2 1974, SET
 AJ1305'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AJ1305'WITH THE GROUND.  IT IS 15.8 FEET WEST OF THE FENCELINE, 35.8 FEET
 AJ1305'EAST OF THE CENTER OF THE FARM ROAD, 41.6 FEET NORTH-NORTHWEST OF
 AJ1305'THE METAL WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE
 AJ1305'STATION.
 AJ1305'
 AJ1305'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED QUATAS NO 3 1974, SET
 AJ1305'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AJ1305'5 INCHES ABOVE THE GROUND.  IT IS 1.5 FEET NORTHWEST OF A TELEPHONE
 AJ1305'LINE POLE, 1.9 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, 17.8
 AJ1305'FEET SOUTH OF A TRACK ROAD AND 48.0 FEET WEST OF THE CENTER OF
 AJ1305'FARM ROAD 1017.
 AJ1305'
 AJ1305'NEAREST TOWN--HEBBRONVILLE.
 AJ1305
 AJ1305                          STATION RECOVERY (2001)
 AJ1305
 AJ1305'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2001 (JLM)
 AJ1305'SUB-SURFACE MARK FOUND AS DESCRIBED, ONLY 24 INCHES DEEP
 AJ1305'ALL SURFACE MARKS NOT FOUND
 AJ1305'GPS QUESTIONABLE, STATION UNDER POWER LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0019 ***********************************************************************
 BQ0019  DESIGNATION -  QUEBEC
 BQ0019  PID         -  BQ0019
 BQ0019  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0019  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0019
 BQ0019                         *CURRENT SURVEY CONTROL
 BQ0019  ___________________________________________________________________
 BQ0019* NAD 83(1986)-  30 30 52.     (N)    104 24 19.     (W)     SCALED    
 BQ0019* NAVD 88     -      1407.284  (meters)    4617.06   (feet)  ADJUSTED  
 BQ0019  ___________________________________________________________________
 BQ0019  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BQ0019  DYNAMIC HT  -        1404.944 (meters)    4609.39  (feet)  COMP
 BQ0019  MODELED GRAV-     978,929.5   (mgal)                       NAVD 88
 BQ0019
 BQ0019  VERT ORDER  -  FIRST     CLASS II
 BQ0019
 BQ0019.The horizontal coordinates were scaled from a topographic map and have
 BQ0019.an estimated accuracy of +/- 6 seconds.
 BQ0019
 BQ0019.The orthometric height was determined by differential leveling
 BQ0019.and adjusted by the National Geodetic Survey in June 1991..
 BQ0019
 BQ0019.The geoid height was determined by GEOID03.
 BQ0019
 BQ0019.The dynamic height is computed by dividing the NAVD 88
 BQ0019.geopotential number by the normal gravity value computed on the
 BQ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0019.degrees latitude (g = 980.6199 gals.).
 BQ0019
 BQ0019.The modeled gravity was interpolated from observed gravity values.
 BQ0019
 BQ0019;                    North         East    Units  Estimated Accuracy
 BQ0019;SPC TX C     - 3,101,130.      309,280.      MT  (+/- 180 meters Scaled)
 BQ0019
 BQ0019                          SUPERSEDED SURVEY CONTROL
 BQ0019
 BQ0019  NGVD 29 (??/??/92) 1406.681  (m)         4615.09   (f) ADJ UNCH    1 2
 BQ0019
 BQ0019.Superseded values are not recommended for survey control.
 BQ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0019.See file dsdata.txt to determine how the superseded data were derived.
 BQ0019
 BQ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP570759(NAD 83)
 BQ0019_MARKER: DS = TRIANGULATION STATION DISK
 BQ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0019_STAMPING: QUEBEC 1942
 BQ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0019+STABILITY: SURFACE MOTION
 BQ0019
 BQ0019  HISTORY     - Date     Condition        Report By
 BQ0019  HISTORY     - 1942     MONUMENTED       CGS
 BQ0019  HISTORY     - 1957     GOOD             NGS
 BQ0019  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0019
 BQ0019                          STATION DESCRIPTION
 BQ0019
 BQ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0019'7.2 MI SE FROM VALENTINE.
 BQ0019'ABOUT 7.2 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0019'FROM THE STATION AT VALENTINE, 37 FEET SOUTH OF THE 12TH TELEPHONE
 BQ0019'POLE SOUTHEAST OF MILEPOST 661, 76 FEET SOUTHWEST OF THE SOUTHWEST
 BQ0019'RAIL, AT THE JEFF DAVIS-PRESIDIO COUNTY LINE, 6 1/2 RAILS SOUTHEAST OF
 BQ0019'A TRESTLE, 9 POLES NORTHWEST OF THE QUEBEC SIDING SIGN, 81 FEET
 BQ0019'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 90, 5 1/2 FEET SOUTH OF A
 BQ0019'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK,
 BQ0019'AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BQ0019
 BQ0019                          STATION RECOVERY (1996)
 BQ0019
 BQ0019'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0017 ***********************************************************************
 BQ0017  DESIGNATION -  QUEBEC AZ MK
 BQ0017  PID         -  BQ0017
 BQ0017  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0017  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0017
 BQ0017                         *CURRENT SURVEY CONTROL
 BQ0017  ___________________________________________________________________
 BQ0017* NAD 83(1986)-  30 31 06.     (N)    104 24 38.     (W)     SCALED    
 BQ0017* NAVD 88     -      1403.977  (meters)    4606.21   (feet)  ADJUSTED  
 BQ0017  ___________________________________________________________________
 BQ0017  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 BQ0017  DYNAMIC HT  -        1401.643 (meters)    4598.56  (feet)  COMP
 BQ0017  MODELED GRAV-     978,930.2   (mgal)                       NAVD 88
 BQ0017
 BQ0017  VERT ORDER  -  FIRST     CLASS II
 BQ0017
 BQ0017.The horizontal coordinates were scaled from a topographic map and have
 BQ0017.an estimated accuracy of +/- 6 seconds.
 BQ0017
 BQ0017.The orthometric height was determined by differential leveling
 BQ0017.and adjusted by the National Geodetic Survey in June 1991..
 BQ0017
 BQ0017.The geoid height was determined by GEOID03.
 BQ0017
 BQ0017.The dynamic height is computed by dividing the NAVD 88
 BQ0017.geopotential number by the normal gravity value computed on the
 BQ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0017.degrees latitude (g = 980.6199 gals.).
 BQ0017
 BQ0017.The modeled gravity was interpolated from observed gravity values.
 BQ0017
 BQ0017;                    North         East    Units  Estimated Accuracy
 BQ0017;SPC TX C     - 3,101,580.      308,790.      MT  (+/- 180 meters Scaled)
 BQ0017
 BQ0017                          SUPERSEDED SURVEY CONTROL
 BQ0017
 BQ0017  NGVD 29 (??/??/92) 1403.374  (m)         4604.24   (f) ADJ UNCH    1 2
 BQ0017
 BQ0017.Superseded values are not recommended for survey control.
 BQ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0017.See file dsdata.txt to determine how the superseded data were derived.
 BQ0017
 BQ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP565763(NAD 83)
 BQ0017_MARKER: DZ = AZIMUTH MARK DISK
 BQ0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0017_SP_SET: CULVERT
 BQ0017_STAMPING: QUEBEC 1942
 BQ0017_MARK LOGO: CGS   
 BQ0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0017
 BQ0017  HISTORY     - Date     Condition        Report By
 BQ0017  HISTORY     - 1942     MONUMENTED       CGS
 BQ0017  HISTORY     - 1957     GOOD             NGS
 BQ0017  HISTORY     - 1975     GOOD             NGS
 BQ0017  HISTORY     - 1981     GOOD             NGS
 BQ0017  HISTORY     - 19961009 GOOD             USPSQD
 BQ0017
 BQ0017                          STATION DESCRIPTION
 BQ0017
 BQ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0017'6.8 MI SE FROM VALENTINE.
 BQ0017'ABOUT 6.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0017'FROM THE STATION AT VALENTINE, 182 FEET SOUTH-SOUTHEAST OF MILEPOST
 BQ0017'661, IN THE TOP AND CENTER OF THE CONCRETE HEADWALL OF A 3-CHANNEL
 BQ0017'CULVERT UNDER U.S. HIGHWAY 90, 139 FEET SOUTHWEST OF THE SOUTHWEST
 BQ0017'RAIL, 266 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF U.S.
 BQ0017'HIGHWAY 90 AND FARM ROAD 505, 18 FEET NORTHEAST OF THE CENTER LINE OF
 BQ0017'THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BQ0017
 BQ0017                          STATION RECOVERY (1975)
 BQ0017
 BQ0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BQ0017'FROM THE POST OFFICE IN VALENTINE, GO SOUTHEAST ON U.S. HIGHWAY 90,
 BQ0017'FOR 3.4 MILES TO THE JUNCTION OF FARM ROAD 505 ON THE LEFT. CONTINUE
 BQ0017'SOUTHEAST ON U.S. HWY. 90 FOR ABOUT 0.05 MILE TO MARK ON THE LEFT, IN
 BQ0017'HEADWALL OF CULVERT. STANDARD AZIMUTH MARK DISK, SET IN A DRILL HOLE,
 BQ0017'AT THE APPROXIMATE CENTER OF THE NORTHEAST HEADWALL OF CULVERT. IT IS
 BQ0017'25 FEET NORTH-NORTHEAST OF THE CENTER-LINE OF HIGHWAY AND IS ABOUT
 BQ0017'THE SAME ELEVATION AS THE ROAD-BED OF HIGHWAY. THE DISK IS STAMPED
 BQ0017'QUEBEC 1942.
 BQ0017
 BQ0017                          STATION RECOVERY (1981)
 BQ0017
 BQ0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0017'11.7 KM (7.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0017'IN VALENTINE, 0.1 KM (0.05 MI) SOUTHEAST OF THE JUNCTION OF RANCH ROAD
 BQ0017'505, IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A 3-CHANNEL
 BQ0017'CONCRETE CULVERT, 55.5 METERS (182.0 FT) SOUTH-SOUTHEAST OF RAILROAD
 BQ0017'MILE POST 661, AND 5.5 METERS (18.0 FT) NORTHEAST OF THE CENTERLINE OF
 BQ0017'THE HIGHWAY.
 BQ0017'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BQ0017
 BQ0017                          STATION RECOVERY (1996)
 BQ0017
 BQ0017'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0022 ***********************************************************************
 BQ0022  FBN         -  This is a Federal Base Network Control Station.
 BQ0022  DESIGNATION -  QUEBEC RESET
 BQ0022  PID         -  BQ0022
 BQ0022  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0022  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0022
 BQ0022                         *CURRENT SURVEY CONTROL
 BQ0022  ___________________________________________________________________
 BQ0022* NAD 83(1993)-  30 30 52.09192(N)    104 24 18.84442(W)     ADJUSTED  
 BQ0022* NAVD 88     -      1407.138  (meters)    4616.59   (feet)  ADJUSTED  
 BQ0022  ___________________________________________________________________
 BQ0022  X           -  -1,368,458.212 (meters)                     COMP
 BQ0022  Y           -  -5,327,772.066 (meters)                     COMP
 BQ0022  Z           -   3,220,339.782 (meters)                     COMP
 BQ0022  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 BQ0022  ELLIP HEIGHT-        1384.82  (meters)          (05/01/00) GPS OBS
 BQ0022  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BQ0022  DYNAMIC HT  -        1404.798 (meters)    4608.91  (feet)  COMP
 BQ0022  MODELED GRAV-     978,929.5   (mgal)                       NAVD 88
 BQ0022
 BQ0022  HORZ ORDER  -  A
 BQ0022  VERT ORDER  -  FIRST     CLASS II
 BQ0022  ELLP ORDER  -  THIRD     CLASS I
 BQ0022
 BQ0022.The horizontal coordinates were established by GPS observations
 BQ0022.and adjusted by the National Geodetic Survey in May 1997..
 BQ0022
 BQ0022.The orthometric height was determined by differential leveling
 BQ0022.and adjusted by the National Geodetic Survey in June 1991..
 BQ0022
 BQ0022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BQ0022
 BQ0022.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0022
 BQ0022.The ellipsoidal height was determined by GPS observations
 BQ0022.and is referenced to NAD 83.
 BQ0022
 BQ0022.The geoid height was determined by GEOID03.
 BQ0022
 BQ0022.The dynamic height is computed by dividing the NAVD 88
 BQ0022.geopotential number by the normal gravity value computed on the
 BQ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0022.degrees latitude (g = 980.6199 gals.).
 BQ0022
 BQ0022.The modeled gravity was interpolated from observed gravity values.
 BQ0022
 BQ0022;                    North         East     Units Scale Factor Converg.
 BQ0022;SPC TX C     - 3,101,135.700   309,279.191   MT  0.99991761   -2 05 50.2
 BQ0022;SPC TX C     -10,174,309.38  1,014,693.48   sFT  0.99991761   -2 05 50.2
 BQ0022;SPC TXSC     - 4,309,149.441    81,325.921   MT  1.00007495   -2 38 53.1
 BQ0022;SPC TXSC     -14,137,601.12    266,816.79   sFT  1.00007495   -2 38 53.1
 BQ0022;UTM  13      - 3,375,945.427   557,066.056   MT  0.99964017   +0 18 07.2
 BQ0022
 BQ0022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0022!SPC TX C     -   0.99978257  x   0.99991761  =   0.99970020
 BQ0022!SPC TXSC     -   0.99978257  x   1.00007495  =   0.99985751
 BQ0022!UTM  13      -   0.99978257  x   0.99964017  =   0.99942282
 BQ0022
 BQ0022|---------------------------------------------------------------------|
 BQ0022| PID    Reference Object                     Distance      Geod. Az  |
 BQ0022|                                                           dddmmss.s |
 BQ0022| BQ0020 QUEBEC RM 1                          20.757 METERS 04404     |
 BQ0022| BQ0021 QUEBEC RM 2                          13.242 METERS 14909     |
 BQ0022| BQ0023 QUEBEC RM 3                          65.157 METERS 29525     |
 BQ0022| BQ0017 QUEBEC AZ MK                                       3103849.5 |
 BQ0022| BQ0018 D 1118                                             3131419.2 |
 BQ0022|---------------------------------------------------------------------|
 BQ0022
 BQ0022                          SUPERSEDED SURVEY CONTROL
 BQ0022
 BQ0022  ELLIP H (05/12/97) 1384.92   (m)                       GP(       ) 1 1
 BQ0022  ELLIP H (05/09/94) 1384.91   (m)                       GP(       ) 4 2
 BQ0022  NAD 83(1993)-  30 30 52.09194(N)    104 24 18.84437(W) AD(       ) A
 BQ0022  ELLIP H (01/13/94) 1384.91   (m)                       GP(       ) 1 1
 BQ0022  ELLIP H (12/21/93) 1385.04   (m)                       GP(       ) 4 1
 BQ0022  NAD 83(1986)-  30 30 52.08529(N)    104 24 18.84812(W) AD(       ) 2
 BQ0022  NAD 27      -  30 30 51.55800(N)    104 24 17.13200(W) AD(       ) 2
 BQ0022  NAVD 88 (01/13/94) 1407.14   (m)         4616.6    (f) LEVELING    3  
 BQ0022  NGVD 29 (10/23/89) 1406.54   (m)         4614.6    (f) LEVELING    3  
 BQ0022
 BQ0022.Superseded values are not recommended for survey control.
 BQ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0022.See file dsdata.txt to determine how the superseded data were derived.
 BQ0022
 BQ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP5706675945(NAD 83)
 BQ0022_MARKER: DH = HORIZONTAL CONTROL DISK
 BQ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0022_SP_SET: CONCRETE POST
 BQ0022_STAMPING: QUEBEC 1942 1975
 BQ0022_MARK LOGO: NGS   
 BQ0022_PROJECTION: FLUSH
 BQ0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0022+STABILITY: SURFACE MOTION
 BQ0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0022+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1998
 BQ0022
 BQ0022  HISTORY     - Date     Condition        Report By
 BQ0022  HISTORY     - 1942     MONUMENTED       CGS
 BQ0022  HISTORY     - 1958     GOOD             AMS
 BQ0022  HISTORY     - 1973     SEE DESCRIPTION  USGS
 BQ0022  HISTORY     - 1975     SEE DESCRIPTION  NGS
 BQ0022  HISTORY     - 1975     GOOD             NGS
 BQ0022  HISTORY     - 1981     GOOD             NGS
 BQ0022  HISTORY     - 19890214 GOOD             NGS
 BQ0022  HISTORY     - 19930222 GOOD             NGS
 BQ0022  HISTORY     - 19961009 GOOD             USPSQD
 BQ0022  HISTORY     - 19980224 GOOD             NGS
 BQ0022
 BQ0022                          STATION DESCRIPTION
 BQ0022
 BQ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0022'STATION IS LOCATED ABOUT 27.0 MILES NW OF MARFA, 6-1/2 MILES
 BQ0022'SE OF VALENTINE, AND 1/4 MILE NW OF QUEBEC FLAG STOP ON SOUTHERN
 BQ0022'PACIFIC RAILROAD, BETWEEN THE RAILROAD AND U.S. HIGHWAY 90.
 BQ0022'
 BQ0022'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE BLOCK
 BQ0022'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BQ0022'QUEBEC 1942.
 BQ0022'
 BQ0022'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE, AS
 BQ0022'DESCRIBED.
 BQ0022'
 BQ0022'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET FLUSH IN
 BQ0022'CONCRETE BASE OF RAILROAD SIGNAL ARM AND IS STAMPED QUEBEC 1942
 BQ0022'NO. 1.
 BQ0022'
 BQ0022'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 BQ0022'BLOCK PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED
 BQ0022'QUEBEC 1942 NO. 2.
 BQ0022'
 BQ0022'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET FLUSH IN NE
 BQ0022'HEADWALL OF BOX CULVERT UNDER HIGHWAY.  IT IS STAMPED QUEBEC
 BQ0022'1942.
 BQ0022'
 BQ0022'TO REACH FROM MARFA GO NW ON U.S. HIGHWAY 90, TOWARD VALENTINE,
 BQ0022'27.3 MILES TO QUEBEC FLAG STOP.  CONTINUE NW 0.25 MILE TO A
 BQ0022'DOUBLE SEMAPHORE, JUST ACROSS THE COUNTY LINE AND STATION ON
 BQ0022'RIGHT.  STATION IS 100.0 FEET NW OF COUNTY LINE MARKER, 81.0
 BQ0022'FEET E OF CENTER LINE OF HIGHWAY, AND 76.1 FEET E OF NEAREST
 BQ0022'TRACK OF RAILROAD.
 BQ0022
 BQ0022                          STATION RECOVERY (1958)
 BQ0022
 BQ0022'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0022'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BQ0022'RECOVERED AS DESCRIBED.
 BQ0022'
 BQ0022'THE STATION IS LOCATED 81 FEET NE OF CENTERLINE OF U.S. HIGHWAY
 BQ0022'90.  79 FEET SW OF CENTERLINE OF THE MAIN RAILROAD TRACK.  217
 BQ0022'FEET SE OF THE CENTER OF CUT DITCH THAT CROSSES RAILROAD AND
 BQ0022'HIGHWAY.  220 FEET NW OF THE EXTENDED NORTHWESTERN END OF
 BQ0022'BUILDING.
 BQ0022
 BQ0022                          STATION RECOVERY (1973)
 BQ0022
 BQ0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BQ0022'STATION WAS APPARENTLY DESTROYED BY THE HIGHWAY DEPARTMENT DUE TO
 BQ0022'WIDENING OF HIGHWAY, PIECES OF BROKEN POST WERE FOUND IN VICINITY.
 BQ0022'R. M. 1 SEARCHED FOR BUT NOT FOUND, APPARENTLY DESTROYED.
 BQ0022
 BQ0022                          STATION RECOVERY (1975)
 BQ0022
 BQ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BQ0022'THE STATION SUB-SURFACE MARK, REFERENCE MARK NO.2, AND THE AZIMUTH
 BQ0022'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 BQ0022'SURFACE MARK AND REFERENCE MARK NO. 1 WERE FOUND TO HAVE BEEN
 BQ0022'DESTROYED.
 BQ0022'
 BQ0022'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.
 BQ0022'
 BQ0022'A NEW STATION SURFACE MARK AND REFERENCE MARK NO. 3 WERE SET AT THIS
 BQ0022'TIME.
 BQ0022'
 BQ0022'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 BQ0022'
 BQ0022'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF MARFA, 4 MILES
 BQ0022'SOUTHEAST OF VALENTINE, BETWEEN U. S. HIGHWAY 90 AND RAILROAD
 BQ0022'TRACKS, AND JUST WEST OF THE PRESIDIO-JEFF DAVIS COUNTY LINE.
 BQ0022'
 BQ0022'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO SOUTHEAST
 BQ0022'ON U. S. HIGHWAY 90 FOR 3.4 MILES TO THE JUNCTION OF FARM ROAD 505
 BQ0022'ON THE LEFT AND BENCH MARK D 1118 1958 ON THE LEFT.  CONTINUE
 BQ0022'SOUTHEAST ON U. S. HWY. 90 FOR ABOUT 0.05 MILE TO CULVERT AND
 BQ0022'AZIMUTH MARK ON THE LEFT, IN HEAD-WALL OF CULVERT.  CONTINUE
 BQ0022'SOUTHEAST ON U. S. HWY. 90 FOR 0.3 MILE TO STATION ON THE LEFT, THIS
 BQ0022'IS JUST BEFORE REACHING THE PRESIDIO-JEFF DAVIS COUNTY-LINE.
 BQ0022'
 BQ0022'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 BQ0022'CONCRETE POST, THAT IS ABOUT 6-INCHES BELOW THE SURFACE OF THE
 BQ0022'GROUND AND IS STAMPED QUEBEC 1942 1975.  IT IS 100 FEET NORTHWEST
 BQ0022'OF THE PRESIDIO-JEFF DAVIS COUNTY-LINE MARKER, 88 FEET NORTHEAST OF
 BQ0022'THE CENTER-LINE OF U. S. HWY. 90, 76 FEET SOUTH-SOUTHWEST OF THE
 BQ0022'SOUTH RAIL OF TRACKS, 38 FEET SOUTH OF A TELEPHONE POLE AND 1.6
 BQ0022'FEET WEST OF A METAL WITNESS POST.
 BQ0022'
 BQ0022'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 BQ0022'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED QUEBEC
 BQ0022'NO 2 1942.  IT IS 88 FEET SOUTH OF THE SOUTH RAIL OF TRACKS, 75
 BQ0022'FEET NORTH-NORTHEAST OF THE CENTER-LINE OF U. S. HWY. 90, 56 FEET
 BQ0022'WEST NORTHWEST OF THE COUNTY-LINE MARKER, AND 40 FEET SOUTHWEST
 BQ0022'OF A TELEPHONE POLE.
 BQ0022'
 BQ0022'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE, IN THE
 BQ0022'LOWER PORTION OF THE SOUTHEAST END OF THE NORTH HEADWALL ABUTMENT OF
 BQ0022'CULVERT AND IS STAMPED QUEBEC 1942 NO 3 1975.  IT IS 24 FEET
 BQ0022'NORTH-NORTHEAST OF THE CENTER-LINE OF HIGHWAY AND IS ABOUT THE
 BQ0022'SAME ELEVATION AS ROAD-BED OF HIGHWAY.
 BQ0022'
 BQ0022'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE, AT THE
 BQ0022'APPROXIMATE CENTER OF THE NORTHEAST HEADWALL OF CULVERT AND IS
 BQ0022'STAMPED QUEBEC 1942.  IT IS 25 FEET NORTH-NORTHEAST OF THE CENTER
 BQ0022'LINE OF HIGHWAY AND IS ABOUT THE SAME ELEVATION AS THE ROAD-BED OF
 BQ0022'HIGHWAY.
 BQ0022'
 BQ0022'BENCH MARK D 1118 IS A STANDARD BENCH MARK DISK, SET IN THE TOP OF
 BQ0022'A ROUND CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED
 BQ0022'D 1118 1958.  IT IS 115 FEET NORTH-NORTHEAST OF THE CENTER-LINE OF
 BQ0022'U. S. HWY. 90, 115 FEET EAST-SOUTHEAST OF THE CENTER-LINE OF FARM
 BQ0022'ROAD 505, 47 FEET SOUTHWEST OF THE SOUTH RAIL OF TRACKS, 5 FEET
 BQ0022'SOUTHWEST OF A TELEPHONE POLE AND 1.6 FEET WEST OF A METAL
 BQ0022'WITNESS POST.
 BQ0022'
 BQ0022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--VALENTINE SE
 BQ0022'4-MILES.
 BQ0022
 BQ0022                          STATION RECOVERY (1975)
 BQ0022
 BQ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BQ0022'4 MI SE FROM VALENTINE.
 BQ0022'FROM THE POST OFFICE IN VALENTINE, GO SOUTHEAST ON U.S. HIGHWAY 90 FOR
 BQ0022'3.75 MILES TO MARK ON THE LEFT, THIS IS JUST BEFORE REACHING THE JEFF
 BQ0022'DAVIS-PRESIDIO COUNTY-LINE.  STANDARD TRIANGULATION STATION MARK DISK,
 BQ0022'SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS ABOUT 6-INCHES BELOW
 BQ0022'THE SURFACE OF THE GROUND AND IS STAMPED QUEBEC 1942 1975.  IT IS 100
 BQ0022'FEET NORTHWEST OF THE PRESIDIO-JEFF DAVIS COUNTY-LINE MARKER, 88 FEET
 BQ0022'NORTHEAST OF THE CENTERLINE OF U.S. HWY. 90, 76 FEET SOUTH-SOUTHWEST
 BQ0022'OF THE SOUTH RAIL OF TRACKS, 38 FEET SOUTH OF A TELEPHONE POLE AND 1.6
 BQ0022'FEET WEST OF A METAL WITNESS POST.
 BQ0022
 BQ0022                          STATION RECOVERY (1981)
 BQ0022
 BQ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0022'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0022'12.2 KM (7.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0022'IN VALENTINE, 0.6 KM (0.4 MI) SOUTHEAST OF THE JUNCTION OF RANCH ROAD
 BQ0022'505, AT A POWERLINE CROSSING, 30.5 METERS (100.0 FT) NORTH-NORTHEAST
 BQ0022'OF THE JEFF DAVIS-PRESIDIO COUNTY LINE MARKER, 24.7 METERS (81.0 FT)
 BQ0022'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.2 METERS (76.0 FT)
 BQ0022'SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 15.9
 BQ0022'METERS (52.0 FT) WEST-NORTHWEST OF A UTILITY POLE WITH A GUY WIRE.
 BQ0022'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 BQ0022
 BQ0022                          STATION RECOVERY (1989)
 BQ0022
 BQ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 BQ0022'THE STATION IS LOCATED ABOUT 12.45 KM (7.75 MI) SOUTHEAST OF
 BQ0022'VALENTINE, 0.72 KM (0.45 MI) EAST OF FARM ROAD 505, BETWEEN THE
 BQ0022'HIGHWAY AND RAILROAD TRACK AT THE JEFF DAVIS-PRESIDIO COUNTY LINE.
 BQ0022'OWNERSHIP--TEXAS AND NEW ORLEANS RAILROAD.
 BQ0022'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND A
 BQ0022'CROSSROAD (PAVED TO THE NORTHEAST AND GRAVEL TO THE SOUTHWEST) JUST
 BQ0022'SOUTHEAST OF A SMALL POST OFFICE IN VALENTINE, GO SOUTHEAST ON HIGHWAY
 BQ0022'90 FOR 11.73 KM (7.30 MI) TO FARM ROAD 505 ON THE LEFT.  CONTINUE
 BQ0022'AHEAD FOR 0.72 KM (0.45 MI) TO THE COUNTY LINE POLE ON THE RIGHT AND
 BQ0022'THE STATION ON THE LEFT.
 BQ0022'THE STATION IS 65.2 M (213.9 FT) EAST-SOUTHEAST OF REFERENCE MARK 3
 BQ0022'(IN THE SOUTHEAST END OF A STEPPED CULVERT HEADWALL), 52.8 M
 BQ0022'(173.2 FT) NORTH OF THE COUNTY LINE POST, 37.2 M (122.0 FT)
 BQ0022'WEST-NORTHWEST OF A UTILITY POLE WITH LINE CROSSING THE HIGHWAY, 26.6
 BQ0022'M (87.3 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 23.1 M (75.8 FT)
 BQ0022'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK OF THE TEXAS AND NEW
 BQ0022'ORLEANS RAILROAD, 13.2 M (43.3 FT) NORTH-NORTHWEST OF REFERENCE MARK
 BQ0022'2, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST, 0.5 M (1.6 FT)
 BQ0022'NORTHWEST OF A WITNESS POST, AND IS RECESSED 5 CM BELOW THE GROUND
 BQ0022'SURFACE.
 BQ0022'DESCRIBED BY R.D.B.
 BQ0022
 BQ0022                          STATION RECOVERY (1993)
 BQ0022
 BQ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BQ0022'STATION IS LOCATED ABOUT 45 KM (27.95 MI) NORTHWEST OF MARFA, 12 KM
 BQ0022'(7.45 MI) SOUTHEAST OF VALENTINE, 0.7 KM (0.45 MI) SOUTHEAST OF FARM
 BQ0022'ROAD 505 JUNCTION WITH U.S. HIGHWAY 90, IN THE WEED STRIP BETWEEN
 BQ0022'HIGHWAY 90 AND THE SOUTHERN PACIFIC RAILROAD TRACKS, AT THE JEFF
 BQ0022'DAVIS-PRESIDIO COUNTY LINE.  OWNERSHIP--SOUTHERN PACIFIC RAILROAD.
 BQ0022'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM ROAD 505
 BQ0022'(TURN-OFF TO MCDONALD OBSERVATORY), GO SOUTHEAST ON HIGHWAY 90 FOR
 BQ0022'0.08 KM (0.05 MI) TO THE AZIMUTH MARK ON THE LEFT IN A STEPPED
 BQ0022'CULVERT HEADWALL.  CONTINUE AHEAD FOR 0.61 KM (0.35 MI) TO THE
 BQ0022'STATION ON THE LEFT JUST BEFORE REACHING THE COUNTY LINE.
 BQ0022'STATION MARK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST 2 CM
 BQ0022'BELOW GROUND.  IT IS 26.5 M (86.9 FT) NORTHEAST OF AND SLIGHTLY LOWER
 BQ0022'THAN THE HIGHWAY CENTER, 23.1 M (75.8 FT) SOUTHWEST OF THE SOUTHWEST
 BQ0022'RAIL OF THE TRACK, 52.8 M (173.2 FT) NORTH OF A TALL COUNTY LINE POST
 BQ0022'ACROSS THE HIGHWAY, 64.9 M (212.9 FT) EAST OF THE SOUTHEAST END OF A
 BQ0022'STEPPED CULVERT HEADWALL, 37.1 M (121.7 FT) WEST-NORTHWEST OF A
 BQ0022'UTILITY POLE WITH LINE ACROSS THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST
 BQ0022'OF A FIBERGLASS WITNESS POST AND 0.5 M (1.6 FT) NORTHWEST OF A METAL
 BQ0022'WITNESS POST.
 BQ0022
 BQ0022                          STATION RECOVERY (1996)
 BQ0022
 BQ0022'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0022'RECOVERED IN GOOD CONDITION.
 BQ0022
 BQ0022                          STATION RECOVERY (1998)
 BQ0022
 BQ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BQ0022'RECOVERED AS DESCRIBED WITH THIS NOTE AND 1 ADDITION.  BY R.G. HAYES
 BQ0022'NOTE--THE PREVIOUS DESCRIPTIONS STATE TRIANGULATION STATION DISK, THIS
 BQ0022'IS INCORRECT.  IT IS A HORIZONTAL CONTROL DISK.  13.2 M (43.3 FT)
 BQ0022'NORTHWEST OF REFERENCE MARK -QUEBEC NO 2 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0021 ***********************************************************************
 BQ0021  DESIGNATION -  QUEBEC RM 2
 BQ0021  PID         -  BQ0021
 BQ0021  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0021  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0021
 BQ0021                         *CURRENT SURVEY CONTROL
 BQ0021  ___________________________________________________________________
 BQ0021* NAD 83(1986)-  30 30 52.     (N)    104 24 19.     (W)     SCALED    
 BQ0021* NAVD 88     -      1407.446  (meters)    4617.60   (feet)  ADJUSTED  
 BQ0021  ___________________________________________________________________
 BQ0021  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BQ0021  DYNAMIC HT  -        1405.105 (meters)    4609.92  (feet)  COMP
 BQ0021  MODELED GRAV-     978,929.5   (mgal)                       NAVD 88
 BQ0021
 BQ0021  VERT ORDER  -  FIRST     CLASS II
 BQ0021
 BQ0021.The horizontal coordinates were scaled from a topographic map and have
 BQ0021.an estimated accuracy of +/- 6 seconds.
 BQ0021
 BQ0021.The orthometric height was determined by differential leveling
 BQ0021.and adjusted by the National Geodetic Survey in June 1991..
 BQ0021
 BQ0021.The geoid height was determined by GEOID03.
 BQ0021
 BQ0021.The dynamic height is computed by dividing the NAVD 88
 BQ0021.geopotential number by the normal gravity value computed on the
 BQ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0021.degrees latitude (g = 980.6199 gals.).
 BQ0021
 BQ0021.The modeled gravity was interpolated from observed gravity values.
 BQ0021
 BQ0021;                    North         East    Units  Estimated Accuracy
 BQ0021;SPC TX C     - 3,101,130.      309,280.      MT  (+/- 180 meters Scaled)
 BQ0021
 BQ0021                          SUPERSEDED SURVEY CONTROL
 BQ0021
 BQ0021  NGVD 29 (??/??/92) 1406.843  (m)         4615.62   (f) ADJ UNCH    1 2
 BQ0021
 BQ0021.Superseded values are not recommended for survey control.
 BQ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0021.See file dsdata.txt to determine how the superseded data were derived.
 BQ0021
 BQ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP570759(NAD 83)
 BQ0021_MARKER: DR = REFERENCE MARK DISK
 BQ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0021_STAMPING: QUEBEC NO 2 1942
 BQ0021_MARK LOGO: CGS   
 BQ0021_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0021+STABILITY: SURFACE MOTION
 BQ0021
 BQ0021  HISTORY     - Date     Condition        Report By
 BQ0021  HISTORY     - 1942     MONUMENTED       CGS
 BQ0021  HISTORY     - 1957     GOOD             NGS
 BQ0021  HISTORY     - 1981     GOOD             NGS
 BQ0021  HISTORY     - 19961009 GOOD             USPSQD
 BQ0021
 BQ0021                          STATION DESCRIPTION
 BQ0021
 BQ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0021'7.2 MI SE FROM VALENTINE.
 BQ0021'ABOUT 7.2 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0021'FROM THE STATION AT VALENTINE, 12 POLES SOUTHEAST OF MILEPOST 661, 89
 BQ0021'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AT THE JEFF
 BQ0021'DAVIS-PRESIDIO COUNTY LINE, 7 RAILS SOUTHEAST OF A TRESTLE, 9 POLES
 BQ0021'NORTHWEST OF THE QUEBEC SIDING SIGN, 43 1/2 FEET SOUTH-SOUTHEAST OF
 BQ0021'QUEBEC 1942, 69 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 90,
 BQ0021'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BQ0021'CONCRETE POST PROJECTING 2 INCHES.
 BQ0021
 BQ0021                          STATION RECOVERY (1981)
 BQ0021
 BQ0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0021'12.2 KM (7.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0021'IN VALENTINE, 0.6 KM (0.4 MI) SOUTHEAST OF THE JUNCTION OF RANCH ROAD
 BQ0021'505, AT A POWERLINE CROSSING, 27.4 METERS (90.0 FT) NORTHEAST OF THE
 BQ0021'JEFF DAVIS-PRESIDIO COUNTY LINE MARKER, 26.8 METERS (88.0 FT)
 BQ0021'SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 22.9
 BQ0021'METERS (75.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.3
 BQ0021'METERS (43.5 FT) SOUTHEAST OF QUEBEC RESET 1975, AND 12.2 METERS (40.0
 BQ0021'FT) WEST-SOUTHWEST OF A UTILITY POLE WITH A GUY WIRE.
 BQ0021'THE MARK IS 12.8 METERS  SE FROM A WITNESS POST.
 BQ0021'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0021
 BQ0021                          STATION RECOVERY (1996)
 BQ0021
 BQ0021'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0023 ***********************************************************************
 BQ0023  DESIGNATION -  QUEBEC RM 3
 BQ0023  PID         -  BQ0023
 BQ0023  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0023  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0023
 BQ0023                         *CURRENT SURVEY CONTROL
 BQ0023  ___________________________________________________________________
 BQ0023* NAD 83(1986)-  30 30 55.     (N)    104 24 25.     (W)     SCALED    
 BQ0023* NAVD 88     -      1407.275  (meters)    4617.03   (feet)  ADJUSTED  
 BQ0023  ___________________________________________________________________
 BQ0023  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BQ0023  DYNAMIC HT  -        1404.935 (meters)    4609.36  (feet)  COMP
 BQ0023  MODELED GRAV-     978,929.7   (mgal)                       NAVD 88
 BQ0023
 BQ0023  VERT ORDER  -  FIRST     CLASS II
 BQ0023
 BQ0023.The horizontal coordinates were scaled from a topographic map and have
 BQ0023.an estimated accuracy of +/- 6 seconds.
 BQ0023
 BQ0023.The orthometric height was determined by differential leveling
 BQ0023.and adjusted by the National Geodetic Survey in June 1991..
 BQ0023
 BQ0023.The geoid height was determined by GEOID03.
 BQ0023
 BQ0023.The dynamic height is computed by dividing the NAVD 88
 BQ0023.geopotential number by the normal gravity value computed on the
 BQ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0023.degrees latitude (g = 980.6199 gals.).
 BQ0023
 BQ0023.The modeled gravity was interpolated from observed gravity values.
 BQ0023
 BQ0023;                    North         East    Units  Estimated Accuracy
 BQ0023;SPC TX C     - 3,101,230.      309,120.      MT  (+/- 180 meters Scaled)
 BQ0023
 BQ0023                          SUPERSEDED SURVEY CONTROL
 BQ0023
 BQ0023.No superseded survey control is available for this station.
 BQ0023
 BQ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP569760(NAD 83)
 BQ0023_MARKER: DR = REFERENCE MARK DISK
 BQ0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0023_SP_SET: CULVERT
 BQ0023_STAMPING: QUEBEC 1942 NO 3 1975
 BQ0023_MARK LOGO: NGS   
 BQ0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0023
 BQ0023  HISTORY     - Date     Condition        Report By
 BQ0023  HISTORY     - 1975     MONUMENTED       NGS
 BQ0023  HISTORY     - 1981     GOOD             NGS
 BQ0023  HISTORY     - 19961009 GOOD             USPSQD
 BQ0023
 BQ0023                          STATION DESCRIPTION
 BQ0023
 BQ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BQ0023'4 MI SE FROM VALENTINE.
 BQ0023'FROM THE POST OFFICE IN VALENTINE, GO SOUTHEAST ON U.S. HWY. 90 FOR
 BQ0023'3.75 MILES TO CULVERT AND MARK ON THE LEFT, THIS IS JUST BEFORE
 BQ0023'REACHING THE PRESIDIO-JEFF DAVIS COUNTY-LINE.  STANDARD REFERENCE MARK
 BQ0023'DISK, SET IN A DRILL HOLE, IN THE LOWER PORTION, AT THE SOUTHEAST END
 BQ0023'OF THE NORTH HEADWALL ABUTMENT OF CULVERT, AND IS STAMPED QUEBEC 1942
 BQ0023'NO 3 1975.  IT IS 24 FEET NORTH-NORTHEAST OF THE CENTER-LINE OF
 BQ0023'HIGH-WAY AND IS ABOUT THE SAME ELEVATION AS THE ROAD-BED OF HIGHWAY.
 BQ0023
 BQ0023                          STATION RECOVERY (1981)
 BQ0023
 BQ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0023'12.2 KM (7.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0023'IN VALENTINE, 0.6 KM (0.35 MI) SOUTHEAST OF THE JUNCTION OF RANCH ROAD
 BQ0023'505, 0.1 KM (0.05 MI) NORTHWEST OF THE JEFF DAVIS-PRESIDIO COUNTY LINE
 BQ0023'MARKER, AT A POWERLINE CROSSING, IN TOP OF THE SOUTHEAST END OF THE
 BQ0023'NORTHEAST HEADWALL OF A CONCRETE BOX CULVERT, 7.3 METERS (24.0 FT)
 BQ0023'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 BQ0023'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0023
 BQ0023                          STATION RECOVERY (1996)
 BQ0023
 BQ0023'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1394 ***********************************************************************
 DN1394  DESIGNATION -  QUEEN 2
 DN1394  PID         -  DN1394
 DN1394  STATE/COUNTY-  TX/MONTAGUE
 DN1394  USGS QUAD   -  BUZZARD ROOST KNOB (1960)
 DN1394
 DN1394                         *CURRENT SURVEY CONTROL
 DN1394  ___________________________________________________________________
 DN1394* NAD 83(1993)-  33 37 30.57187(N)    097 52 02.39513(W)     ADJUSTED  
 DN1394* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 DN1394  ___________________________________________________________________
 DN1394  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 DN1394  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DN1394
 DN1394  HORZ ORDER  -  SECOND
 DN1394
 DN1394.The horizontal coordinates were established by classical geodetic methods
 DN1394.and adjusted by the National Geodetic Survey in February 1996..
 DN1394
 DN1394.The orthometric height was scaled from a topographic map.
 DN1394
 DN1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1394
 DN1394.The geoid height was determined by GEOID03.
 DN1394
 DN1394;                    North         East     Units Scale Factor Converg.
 DN1394;SPC TXNC     - 2,217,358.273   658,699.479   MT  0.99992259   +0 20 42.2
 DN1394;SPC TXNC     - 7,274,782.93  2,161,083.21   sFT  0.99992259   +0 20 42.2
 DN1394;UTM  14      - 3,721,170.693   605,059.305   MT  0.99973607   +0 37 38.2
 DN1394
 DN1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1394!SPC TXNC     -   0.99994752  x   0.99992259  =   0.99987011
 DN1394!UTM  14      -   0.99994752  x   0.99973607  =   0.99968360
 DN1394
 DN1394|---------------------------------------------------------------------|
 DN1394| PID    Reference Object                     Distance      Geod. Az  |
 DN1394|                                                           dddmmss.s |
 DN1394| CY2929 QUEEN 2 RM 3                          6.230 METERS 06939     |
 DN1394| CY2930 QUEEN 2 RM 4                          8.755 METERS 14930     |
 DN1394| CY2928 QUEEN 2 AZ MK                                      2685349.5 |
 DN1394|---------------------------------------------------------------------|
 DN1394
 DN1394                          SUPERSEDED SURVEY CONTROL
 DN1394
 DN1394  NAD 83(1993)-  33 37 30.57421(N)    097 52 02.39288(W) AD(       ) 2
 DN1394  NAD 83(1986)-  33 37 30.57593(N)    097 52 02.38175(W) AD(       ) 2
 DN1394  NAD 27      -  33 37 30.20260(N)    097 52 01.25640(W) AD(       ) 2
 DN1394
 DN1394.Superseded values are not recommended for survey control.
 DN1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1394.See file dsdata.txt to determine how the superseded data were derived.
 DN1394
 DN1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0505921171(NAD 83)
 DN1394_MARKER: DS = TRIANGULATION STATION DISK
 DN1394_SETTING: 66 = SET IN ROCK OUTCROP
 DN1394_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DN1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1394
 DN1394  HISTORY     - Date     Condition        Report By
 DN1394  HISTORY     - 1956     MONUMENTED       CGS
 DN1394  HISTORY     - 1958     GOOD             USGS
 DN1394  HISTORY     - 1961     GOOD             CGS
 DN1394
 DN1394                          STATION DESCRIPTION
 DN1394
 DN1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1394'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT POINT, KNOWN
 DN1394'AS QUEENS PEAK INDIAN LOOKOUT, ABOUT 11 MILES WEST-SOUTHWEST OF
 DN1394'MONTAGUE, 6 MILES NORTH OF BOWIE AND 4 MILES SOUTH-SOUTHEAST OF
 DN1394'STONEBURG.
 DN1394'
 DN1394'THE MARK IS A STANDARD DISK STAMPED QUEEN 2 1956 AND IS CEMENTED
 DN1394'IN A DRILL HOLE IN BEDROCK.
 DN1394'
 DN1394'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED QUEEN 2 NO 3
 DN1394'1956 AND IS CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 2 FEET
 DN1394'HIGHER THAN THE ELEVATION OF THE STATION.
 DN1394'
 DN1394'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED QUEEN 2 NO 4 1956
 DN1394'AND IS CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 2 FEET
 DN1394'LOWER THAN THE ELEVATION OF THE STATION.
 DN1394'
 DN1394'THE AZIMUTH MARK IS A STANDARD DISK STAMPED QUEEN 2 1956
 DN1394'AND IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST FLUSH
 DN1394'WITH THE SURFACE OF THE GROUND.  IT IS 153 FEET EAST OF THE
 DN1394'CENTERLINE OF U.S. HIGHWAY 81, 9-1/2 FEET NORTHEAST OF A
 DN1394'POWERLINE POLE, AND 2 FEET SOUTH OF A WITNESS POST.
 DN1394'
 DN1394'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE GO NORTH
 DN1394'ON U.S. HIGHWAY 81 FOR 5.0 MILES TO A SIDE ROAD ON THE RIGHT
 DN1394'AND THE AZIMUTH MARK AS DESCRIBED.  TURN RIGHT AND GO EAST FOR
 DN1394'0.5 MILE TO A CATTLE GUARD ON THE RIGHT, TURN RIGHT PASSING
 DN1394'OVER THE GUARD AND CONTINUE FOR 0.5 MILE, PASSING OVER ANOTHER
 DN1394'GUARD, AND BEAR LEFT AT A SIGN READING THE TEXAS CO.,
 DN1394'TEXAS-CONTINENTAL, B.H. BATES LEASE, LIMESTONE CO. TO THE
 DN1394'SUMMIT AND THE NEAR VICINITY OF THE STATION.
 DN1394
 DN1394                          STATION RECOVERY (1958)
 DN1394
 DN1394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1394'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-4, STATION 1016.
 DN1394'
 DN1394'RECOVERED BY USGS IN 1958.
 DN1394'
 DN1394'RECOVERED BY NGS IN 1961.
 DN1394'
 DN1394'STATION MARK--A STANDARD USC AND GS DISK STAMPED---QUEEN 2, 1956---,
 DN1394'CEMENTED IN A DRILL HOLE IN BEDROCK.
 DN1394
 DN1394                          STATION RECOVERY (1961)
 DN1394
 DN1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 DN1394'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 DN1394'AND FOUND IN GOOD CONDITION.  THE DISKS FROM REFERENCE MARK
 DN1394'NO. 3 AND REFERENCE MARK NO. 4 HAVE BEEN DESTROYED BUT THE
 DN1394'SHANKS REMAIN AT THE DESCRIBED MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3232 ***********************************************************************
 BK3232  DESIGNATION -  QUICKSAND RESET
 BK3232  PID         -  BK3232
 BK3232  STATE/COUNTY-  TX/NEWTON
 BK3232  USGS QUAD   -  SHANKLERVILLE (1984)
 BK3232
 BK3232                         *CURRENT SURVEY CONTROL
 BK3232  ___________________________________________________________________
 BK3232* NAD 83(1993)-  30 54 48.36632(N)    093 43 09.80750(W)     ADJUSTED  
 BK3232* NAVD 88     -       110.6    (meters)     363.     (feet)  VERTCON   
 BK3232  ___________________________________________________________________
 BK3232  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 BK3232  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BK3232
 BK3232  HORZ ORDER  -  FIRST
 BK3232
 BK3232.The horizontal coordinates were established by classical geodetic methods
 BK3232.and adjusted by the National Geodetic Survey in February 1996..
 BK3232
 BK3232.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3232
 BK3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3232
 BK3232.The geoid height was determined by GEOID03.
 BK3232
 BK3232;                    North         East     Units Scale Factor Converg.
 BK3232;SPC TX C     - 3,156,997.525 1,331,783.161   MT  0.99988292   +3 24 23.7
 BK3232;SPC TX C     -10,357,582.71  4,369,358.59   sFT  0.99988292   +3 24 23.7
 BK3232;SPC LA N     -    46,497.400   883,432.542   MT  1.00006705   -0 38 40.9
 BK3232;SPC LA N     -   152,550.22  2,898,394.93   sFT  1.00006705   -0 38 40.9
 BK3232;UTM  15      - 3,420,230.141   431,259.758   MT  0.99965829   -0 22 10.5
 BK3232
 BK3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3232!SPC TX C     -   0.99998697  x   0.99988292  =   0.99986989
 BK3232!SPC LA N     -   0.99998697  x   1.00006705  =   1.00005402
 BK3232!UTM  15      -   0.99998697  x   0.99965829  =   0.99964526
 BK3232
 BK3232:                Primary Azimuth Mark                     Grid Az
 BK3232:SPC TX C     -  BURKEVILLE LOOKOUT TOWER                 058 36 09.4
 BK3232:SPC LA N     -  BURKEVILLE LOOKOUT TOWER                 062 39 14.0
 BK3232:UTM  15      -  BURKEVILLE LOOKOUT TOWER                 062 22 43.6
 BK3232
 BK3232|---------------------------------------------------------------------|
 BK3232| PID    Reference Object                     Distance      Geod. Az  |
 BK3232|                                                           dddmmss.s |
 BK3232| BK3234 BURKEVILLE LOOKOUT TOWER            APPROX. 5.7 KM 0620033.1 |
 BK3232| CV9102 QUICKSAND AZ MK 2                                  1353515.0 |
 BK3232| CV9101 QUICKSAND AZ MK                                    1373507.5 |
 BK3232| BK3239 NEWTON MUNICIPAL TANK               APPROX. 8.3 KM 2075746.0 |
 BK3232| CV9103 QUICKSAND RM 1                       26.178 METERS 22739     |
 BK3232| CV9104 QUICKSAND RM 2                       27.136 METERS 31713     |
 BK3232|---------------------------------------------------------------------|
 BK3232
 BK3232                          SUPERSEDED SURVEY CONTROL
 BK3232
 BK3232  NAD 83(1986)-  30 54 48.37478(N)    093 43 09.80284(W) AD(       ) 1
 BK3232  NAD 27      -  30 54 47.65700(N)    093 43 09.16700(W) AD(       ) 1
 BK3232  NGVD 29 (07/19/86)  110.6    (m)          363.     (f) VERT ANG       
 BK3232
 BK3232.Superseded values are not recommended for survey control.
 BK3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3232.See file dsdata.txt to determine how the superseded data were derived.
 BK3232
 BK3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3126020230(NAD 83)
 BK3232_MARKER: DS = TRIANGULATION STATION DISK
 BK3232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3232
 BK3232  HISTORY     - Date     Condition        Report By
 BK3232  HISTORY     - 1966     MONUMENTED       CGS
 BK3232
 BK3232                          STATION DESCRIPTION
 BK3232
 BK3232'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3232'THE STATION UNDERGROUND MARK, REFERENCE MARK 1, AND
 BK3232'REFERENCE MARK 2 WERE RECOVERED AND FOUND IN GOOD
 BK3232'CONDITION.  THE STATION SURFACE MARK WAS FOUND IN A TILTED
 BK3232'POSITION AND APPEARED TO HAVE BEEN HIT BY HEAVY EQUIPMENT.
 BK3232'THE UNDERGROUND POINT WAS HELD AND THE STATION MARK WAS
 BK3232'LOWERED.  THE AZIMUTH MARK WAS NOT RECOVERED AND ASSUMED
 BK3232'DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 BK3232'TIME.  DUE TO CHANGES IN THE AREA A COMPLETE NEW
 BK3232'DESCRIPTION FOLLOWS.
 BK3232'
 BK3232'THE STATION IS ABOUT 16 MILES EAST OF JASPER, 7 MILES SOUTH
 BK3232'SOUTH SOUTHWEST OF BURKEVILLE, 5 MILES NORTH NORTHEAST OF
 BK3232'NEWTON, AND ON PROPERTY OWNED BY MRS. MABLE ADAMS OF SANTA
 BK3232'FE, NEW MEXICO.
 BK3232'
 BK3232'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BK3232'HIGHWAY 87 IN NEWTON, GO NORTHEAST OF STATE HIGHWAY 87 FOR
 BK3232'3.7 MILES TO THE JUNCTION OF FARM ROAD 1414.  CONTINUE
 BK3232'AHEAD ON STATE HIGHWAY 87 FOR 2 MILES TO THE AZIMUTH MARK
 BK3232'ON THE RIGHT AS DESCRIBED.  CONTINUE ON THE HIGHWAY FOR
 BK3232'0.3 MILES TO A HIGH CUTBANK ON THE LEFT AND THE STATION ON
 BK3232'THE HIGHEST POINT.
 BK3232'
 BK3232'THE STATION MARK IS A STANDARD DISK STAMPED QUICKSAND 1935
 BK3232'1966, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 BK3232'12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 BK3232'SURFACE.  IT IS 150.5 FEET NORTHWEST OF A TELEPHONE POLE,
 BK3232'63 1/2 FEET NORTH OF THE NORTHEAST CORNER OF AN OLD BUILDING,
 BK3232'AND 4.4 FEET NORTHWEST OF A METAL WITNESS POST.
 BK3232'
 BK3232'REFERENCE MARK 1 IS A STANDARD DISK STAMPED QUICKSAND NO 1
 BK3232'1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST AND
 BK3232'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 89 FEET
 BK3232'WEST OF A METAL WITNESS POST AND 61.3 FEET WEST NORTHWEST
 BK3232'OF THE NORTHWEST CORNER OF AN OLD BUILDING.
 BK3232'
 BK3232'REFERENCE MARK 2 IS A STANDARD DISK STAMPED QUICKSAND NO 2
 BK3232'1935, SET IN THE OP OF A 12 INCH SQUARE CONCRETE POST AND
 BK3232'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 92.5
 BK3232'FEET NORTH OF A METAL WITNESS POST AND 83 FEET WEST OF A
 BK3232'TELEPHONE POLE.
 BK3232'
 BK3232'THE AZIMUTH MARK IS A STANDARD DISK STAMPED QUICKSAND 1935
 BK3232'AZ 2 1966, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 BK3232'12 INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE
 BK3232'GROUND SURFACE.  IT IS 54 FEET EAST OF THE CENTER OF STATE
 BK3232'HIGHWAY 87, 5.3 FEET SOUTH OF A POWER POLE AND 1 FOOT NORTH
 BK3232'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1311 ***********************************************************************
 AJ1311  DESIGNATION -  QUIEN
 AJ1311  PID         -  AJ1311
 AJ1311  STATE/COUNTY-  TX/WEBB
 AJ1311  USGS QUAD   -  BRUNI (1972)
 AJ1311
 AJ1311                         *CURRENT SURVEY CONTROL
 AJ1311  ___________________________________________________________________
 AJ1311* NAD 83(1993)-  27 23 28.66601(N)    098 50 49.59476(W)     ADJUSTED  
 AJ1311* NAVD 88     -       266.1    (meters)     873.     (feet)  VERTCON   
 AJ1311  ___________________________________________________________________
 AJ1311  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AJ1311  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AJ1311
 AJ1311  HORZ ORDER  -  FIRST
 AJ1311
 AJ1311.The horizontal coordinates were established by classical geodetic methods
 AJ1311.and adjusted by the National Geodetic Survey in February 1996..
 AJ1311
 AJ1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1311
 AJ1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1311
 AJ1311.The geoid height was determined by GEOID03.
 AJ1311
 AJ1311;                    North         East     Units Scale Factor Converg.
 AJ1311;SPC TX S     - 5,191,123.094   265,670.581   MT  0.99991789   -0 09 27.3
 AJ1311;SPC TX S     -17,031,209.68    871,620.90   sFT  0.99991789   -0 09 27.3
 AJ1311;UTM  14      - 3,029,785.373   515,116.198   MT  0.99960282   +0 04 13.2
 AJ1311
 AJ1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1311!SPC TX S     -   0.99996209  x   0.99991789  =   0.99987998
 AJ1311!UTM  14      -   0.99996209  x   0.99960282  =   0.99956493
 AJ1311
 AJ1311:                Primary Azimuth Mark                     Grid Az
 AJ1311:SPC TX S     -  BRUNI COASTAL STATES PIPE MAST           028 15 12.3
 AJ1311:UTM  14      -  BRUNI COASTAL STATES PIPE MAST           028 01 31.8
 AJ1311
 AJ1311|---------------------------------------------------------------------|
 AJ1311| PID    Reference Object                     Distance      Geod. Az  |
 AJ1311|                                                           dddmmss.s |
 AJ1311| AJ1351 BRUNI COASTAL STATES PIPE MAST      APPROX.13.9 KM 0280545.0 |
 AJ1311| CV2840 QUIEN RM 1                           16.846 METERS 12421     |
 AJ1311| CV2842 QUIEN RM 3                                         2364715.6 |
 AJ1311| AJ1315 MIRANDO CITY BELL TEL MAST          APPROX.13.5 KM 2615559.0 |
 AJ1311| AJ1318 MIRANDO CITY ST HWY DEPT MAST       APPROX.13.8 KM 2751706.7 |
 AJ1311| CV2841 QUIEN RM 2                           17.227 METERS 33027     |
 AJ1311|---------------------------------------------------------------------|
 AJ1311
 AJ1311                          SUPERSEDED SURVEY CONTROL
 AJ1311
 AJ1311  NAD 83(1986)-  27 23 28.66960(N)    098 50 49.56717(W) AD(       ) 1
 AJ1311  NAD 27      -  27 23 27.54340(N)    098 50 48.50251(W) AD(       ) 1
 AJ1311  NGVD 29 (07/19/86)  266.1    (m)          873.     (f) VERT ANG       
 AJ1311
 AJ1311.Superseded values are not recommended for survey control.
 AJ1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1311.See file dsdata.txt to determine how the superseded data were derived.
 AJ1311
 AJ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR1511629785(NAD 83)
 AJ1311_MARKER: DS = TRIANGULATION STATION DISK
 AJ1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1311_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1311
 AJ1311  HISTORY     - Date     Condition        Report By
 AJ1311  HISTORY     - 1974     MONUMENTED       NGS
 AJ1311
 AJ1311                          STATION DESCRIPTION
 AJ1311
 AJ1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1311'THE STATION IS ABOUT 5 MILES SOUTH AND 8 MILES EAST OF OILTON, 2-1/2
 AJ1311'MILES SOUTH AND 1/2 MILE WEST OF BRUNI AND ON PROPERTY OWNED BY R.J.
 AJ1311'BRUNI, PHONE NUMBER 747-5289 BRUNI.
 AJ1311'
 AJ1311'TO REACH THE STATION FROM THE POST OFFICE IN BRUNI, GO SOUTHEAST ON
 AJ1311'STATE HIGHWAY 359 FOR 0.35 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN
 AJ1311'RIGHT AND GO SOUTHWEST ON GRAVELED ROAD FOR 0.05 MILE, CROSSING A
 AJ1311'RAILROAD TRACK TO A GATE.  PASS THROUGH GATE AND CONTINUE
 AJ1311'SOUTHWEST ON THE GRAVELED ROAD FOR 0.1 MILE TO WHERE THE GRAVELED
 AJ1311'ROAD TURNS LEFT AND A CORRAL ON THE RIGHT.  TURN LEFT AND GO
 AJ1311'SOUTHEAST ON GRAVELED ROAD FOR 0.3 MILE TO A T-ROAD JUNCTION.
 AJ1311'TURN RIGHT AND GO SOUTHWEST AND SOUTH ON A GRADED ROAD FOR 0.55
 AJ1311'MILE TO A GATE.  PASS THROUGH GATE, TURN RIGHT AND GO WEST ON
 AJ1311'GRADED ROAD FOR 1.35 MILES TO A FORK.  (TO REACH REFERENCE MARK 3
 AJ1311'TAKE THE RIGHT FORK AND CONTINUE WEST ON GRADED ROAD FOR
 AJ1311'0.3 MILE TO A GATE.  PASS THROUGH GATE, TURN LEFT AND GO SOUTH
 AJ1311'AND SOUTHWEST ON GRADED ROAD FOR 0.45 MILE TO THE MARK ON THE
 AJ1311'LEFT.) TAKE THE LEFT FORK AND GO SOUTHWEST ON GRADED ROAD FOR 0.2
 AJ1311'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON TRACK ROAD
 AJ1311'FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH,
 AJ1311'UPHILL ON TRACK ROAD FOR 0.15 MILE TO THE TOP OF HILL, A FENCE, A
 AJ1311'WINDMILL AND THE STATION.
 AJ1311'
 AJ1311'STATION MARKS ARE STANDARD DISKS, STAMPED QUIEN 1974.  THE SURFACE
 AJ1311'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AJ1311'THAT IS FLUSH WITH THE GROUND.  IT IS 57.6 FEET SOUTHEAST OF A
 AJ1311'WITNESS POST, 49.0 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 AJ1311'WINDMILL TOWER, 33.0 FEET NORTH OF AN EAST-WEST FENCE AND 31.0
 AJ1311'FEET EAST OF A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK IS SET IN
 AJ1311'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND
 AJ1311'SURFACE.
 AJ1311'
 AJ1311'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED QUIEN NO 1 1974, SET IN
 AJ1311'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AJ1311'INCHES ABOVE THE GROUND.  IT IS 110.0 FEET SOUTHEAST OF THE WITNESS
 AJ1311'POST, 84.0 FEET SOUTH OF THE SOUTHWEST LEG OF THE WINDMILL TOWER,
 AJ1311'1.0 FOOT NORTH OF THE EAST-WEST FENCE AND ABOUT THE SAME
 AJ1311'ELEVATION AS THE STATION.
 AJ1311'
 AJ1311'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED QUIEN NO 2 1974, SET IN
 AJ1311'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AJ1311'INCHES ABOVE THE GROUND.  IT IS 89.0 FEET NORTHWEST OF THE
 AJ1311'SOUTHWEST LEG OF THE WINDMILL TOWER, 1.4 FEET EAST OF THE
 AJ1311'NORTH-SOUTH FENCE, 1.1 FEET SOUTH OF A WITNESS POST AND ABOUT THE
 AJ1311'SAME ELEVATION AS THE STATION.
 AJ1311'
 AJ1311'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED QUIEN NO 3 1974, SET IN
 AJ1311'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AJ1311'INCH ABOVE THE GROUND.  IT IS 32.0 FEET SOUTHEAST OF THE CENTER OF
 AJ1311'A GRADED ROAD, 2.8 FEET NORTHWEST OF A TRANSMISSION LINE POLE AND
 AJ1311'2.0 FEET EAST OF A WITNESS POST.  THIS MARK WILL SERVE AS THE
 AJ1311'AZIMUTH MARK.
 AJ1311'
 AJ1311'BRUNI USGS IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY, NOT
 AJ1311'STAMPED, BRADDED TO THE TOP OF A 3 INCH IRON PIPE, THAT PROJECTS
 AJ1311'6 INCHES ABOVE THE GROUND.  THE MARK HAS BEEN HIT AND IS LEANING
 AJ1311'AT ABOUT A 45 DEGREE ANGLE TO THE SOUTHWEST.  IT IS 31.0 FEET WEST
 AJ1311'OF THE NORTH-SOUTH FENCE AND 16.8 FEET SOUTHWEST OF THE WITNESS
 AJ1311'POST.
 AJ1311'
 AJ1311'NEAREST TOWN--BRUNI.
 AJ1311'
 AJ1311'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1947 ***********************************************************************
 AY1947  DESIGNATION -  QUIHI
 AY1947  PID         -  AY1947
 AY1947  STATE/COUNTY-  TX/MEDINA
 AY1947  USGS QUAD   -  RIOMEDINA (1982)
 AY1947
 AY1947                         *CURRENT SURVEY CONTROL
 AY1947  ___________________________________________________________________
 AY1947* NAD 83(1993)-  29 26 36.65770(N)    098 56 23.30857(W)     ADJUSTED  
 AY1947* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 AY1947  ___________________________________________________________________
 AY1947  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 AY1947  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AY1947
 AY1947  HORZ ORDER  -  SECOND
 AY1947
 AY1947.The horizontal coordinates were established by classical geodetic methods
 AY1947.and adjusted by the National Geodetic Survey in February 1996..
 AY1947
 AY1947.The orthometric height was scaled from a topographic map.
 AY1947
 AY1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1947
 AY1947.The geoid height was determined by GEOID03.
 AY1947
 AY1947;                    North         East     Units Scale Factor Converg.
 AY1947;SPC TXSC     - 4,178,452.312   605,839.048   MT  0.99986503   +0 01 46.2
 AY1947;SPC TXSC     -13,708,805.63  1,987,656.94   sFT  0.99986503   +0 01 46.2
 AY1947;UTM  14      - 3,257,126.526   505,837.502   MT  0.99960042   +0 01 46.5
 AY1947
 AY1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1947!SPC TXSC     -   0.99995762  x   0.99986503  =   0.99982266
 AY1947!UTM  14      -   0.99995762  x   0.99960042  =   0.99955806
 AY1947
 AY1947|---------------------------------------------------------------------|
 AY1947| PID    Reference Object                     Distance      Geod. Az  |
 AY1947|                                                           dddmmss.s |
 AY1947| CV6055 QUIHI RM 1                            9.780 METERS 06249     |
 AY1947| CV6054 QUIHI AZ MK                                        1375746.6 |
 AY1947| CV6056 QUIHI RM 2                            9.200 METERS 22038     |
 AY1947|---------------------------------------------------------------------|
 AY1947
 AY1947                          SUPERSEDED SURVEY CONTROL
 AY1947
 AY1947  NAD 83(1986)-  29 26 36.66110(N)    098 56 23.29189(W) AD(       ) 2
 AY1947  NAD 27      -  29 26 35.82600(N)    098 56 22.18600(W) AD(       ) 2
 AY1947
 AY1947.Superseded values are not recommended for survey control.
 AY1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1947.See file dsdata.txt to determine how the superseded data were derived.
 AY1947
 AY1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT0583857127(NAD 83)
 AY1947_MARKER: DS = TRIANGULATION STATION DISK
 AY1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1947
 AY1947  HISTORY     - Date     Condition        Report By
 AY1947  HISTORY     - 1953     MONUMENTED       CGS
 AY1947  HISTORY     - 19970506 MARK NOT FOUND   USPSQD
 AY1947
 AY1947                          STATION DESCRIPTION
 AY1947
 AY1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1947'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF CASTROVILLE,
 AY1947'6.5 MILES SOUTHWEST OF THE MEDINA LAKE DAM, 2.5 MILES WEST
 AY1947'OF THE MEDINA RIVER ON THE EAST RIGHT OF WAY OF A FARM ROAD.
 AY1947'
 AY1947'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM ROAD
 AY1947'461 AT EAST EDGE OF CASTROVILLE, GO NORTH ON FARM ROAD 461 FOR
 AY1947'7.4 MILES TO CROSSROADS JUST NORTH OF THE POST OFFICE IN
 AY1947'RIO MEDINA, TURN LEFT, GO WEST ON PAVED ROAD 0.9 MILE TO A
 AY1947'FORK, TAKE RIGHT FORK, GO NORTH ON PAVED ROAD 0.4 MILE TO
 AY1947'A SIDE ROAD LEFT, TURN LEFT AND GO WEST 2.5 MILES ON BLACK
 AY1947'TOP ROAD TO THE STATION ON THE LEFT AT POINT WHERE ROAD
 AY1947'MAKES LEFT TURN.
 AY1947'
 AY1947'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1947'POST PROJECTING 4 INCHES.  IT IS 28 FEET SOUTHEAST OF THE
 AY1947'CENTER OF THE ROAD, 4 FEET NORTHWEST OF A WITNESS POST,
 AY1947'4 FEET NORTHWEST OF A FENCE LINE AND IS STAMPED QUIHI 1953.
 AY1947'
 AY1947'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AY1947'CONCRETE POST PROJECTING 4 INCHES.  IT IS 25 FEET SOUTHEAST
 AY1947'OF THE CENTER OF THE ROAD, 12 FEET SOUTHWEST OF A FENCE
 AY1947'CORNER AND 1.0 FOOT NORTHWEST OF A FENCE LINE.  IT IS STAMPED
 AY1947'QUIHI NO 1 1953.
 AY1947'
 AY1947'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1947'POST PROJECTING 4 INCHES.  IT IS 46 FEET NORTH OF A FENCE
 AY1947'CORNER, 25 FEET SOUTHEAST OF THE CENTER OF THE ROAD AND
 AY1947'1.0 FOOT NORTHWEST OF A FENCE LINE.  IT IS STAMPED QUIHI
 AY1947'NO 2 1953.
 AY1947'
 AY1947'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1947'POST PROJECTING 4 INCHES.  IT IS LOCATED ON THE SOUTH EDGE
 AY1947'OF A CULTIVATED FIELD, 1.0 FOOT NORTH OF AN EAST-WEST FENCE
 AY1947'LINE.  IT IS ON PROPERTY OWNED BY MR. R.A. HABY.  IT IS
 AY1947'STAMPED QUIHI 1953.
 AY1947'
 AY1947'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1
 AY1947'MILE TO A GATE ON LEFT, TURN LEFT, PASS THROUGH GATE AND
 AY1947'GO SOUTHEAST ACROSS CULTIVATED FIELD 0.2 MILE TO THE MARK
 AY1947'ALONG SOUTH EDGE OF FIELD.
 AY1947'
 AY1947'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AY1947
 AY1947                          STATION RECOVERY (1997)
 AY1947
 AY1947'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2129 ***********************************************************************
 AN2129  DESIGNATION -  QUINCY
 AN2129  PID         -  AN2129
 AN2129  STATE/COUNTY-  TX/BEE
 AN2129  USGS QUAD   -  SKIDMORE NE (1979)
 AN2129
 AN2129                         *CURRENT SURVEY CONTROL
 AN2129  ___________________________________________________________________
 AN2129* NAD 83(1993)-  28 23 22.44941(N)    097 31 01.07276(W)     ADJUSTED  
 AN2129* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 AN2129  ___________________________________________________________________
 AN2129  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AN2129  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN2129
 AN2129  HORZ ORDER  -  SECOND
 AN2129
 AN2129.The horizontal coordinates were established by classical geodetic methods
 AN2129.and adjusted by the National Geodetic Survey in February 1996..
 AN2129
 AN2129.The orthometric height was scaled from a topographic map.
 AN2129
 AN2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2129
 AN2129.The geoid height was determined by GEOID03.
 AN2129
 AN2129;                    North         East     Units Scale Factor Converg.
 AN2129;SPC TXSC     - 4,062,570.039   745,341.994   MT  0.99999822   +0 43 35.6
 AN2129;SPC TXSC     -13,328,615.20  2,445,342.86   sFT  0.99999822   +0 43 35.6
 AN2129;UTM  14      - 3,141,252.384   645,296.964   MT  0.99986055   +0 42 18.9
 AN2129
 AN2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2129!SPC TXSC     -   0.99999847  x   0.99999822  =   0.99999669
 AN2129!UTM  14      -   0.99999847  x   0.99986055  =   0.99985902
 AN2129
 AN2129|---------------------------------------------------------------------|
 AN2129| PID    Reference Object                     Distance      Geod. Az  |
 AN2129|                                                           dddmmss.s |
 AN2129| CV6058 QUINCY RM 1                          30.709 METERS 02009     |
 AN2129| CV6059 QUINCY RM 2                          27.155 METERS 09126     |
 AN2129| CV6057 QUINCY AZ MK                                       2724332.0 |
 AN2129|---------------------------------------------------------------------|
 AN2129
 AN2129                          SUPERSEDED SURVEY CONTROL
 AN2129
 AN2129  NAD 83(1986)-  28 23 22.45690(N)    097 31 01.05519(W) AD(       ) 2
 AN2129  NAD 27      -  28 23 21.45400(N)    097 31 00.07400(W) AD(       ) 2
 AN2129
 AN2129.Superseded values are not recommended for survey control.
 AN2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2129.See file dsdata.txt to determine how the superseded data were derived.
 AN2129
 AN2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4529741252(NAD 83)
 AN2129_MARKER: DS = TRIANGULATION STATION DISK
 AN2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2129
 AN2129  HISTORY     - Date     Condition        Report By
 AN2129  HISTORY     - 1952     MONUMENTED       CGS
 AN2129  HISTORY     - 19960727 GOOD             USPSQD
 AN2129
 AN2129                          STATION DESCRIPTION
 AN2129
 AN2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2129'THE STATION IS LOCATED ABOUT 14 MILES EAST OF BEEVILLE AND
 AN2129'6.5 MILES WEST OF BLANCONIA ON THE RIGHT OF WAY OF STATE
 AN2129'HIGHWAY 202.
 AN2129'
 AN2129'TO REACH THE STATION FROM THE THE COURTHOUSE IN BEEVILLE,
 AN2129'GO SOUTH AND EAST ON STATE HIGHWAY 202 FOR 14.4 MILES TO
 AN2129'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW.  CONTINUE
 AN2129'EAST ON HIGHWAY 0.3 MILE TO THE STATION ON THE RIGHT.
 AN2129'
 AN2129'THE STATION MARK IS STAMPED QUINCY 1952.  IT IS A STANDARD
 AN2129'DISK SET IN A CONCRETE MONUMENT THE TOP OF WHICH IS 8 INCHES
 AN2129'BELOW THE LEVEL OF THE GROUND.  IT IS 125 FEET EAST OF A METAL
 AN2129'GATE, 42 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 AN2129'202, 10 FEET WEST OF A WITNESS POST AND 4 FEET NORTH OF
 AN2129'A WIRE FENCE.
 AN2129'
 AN2129'REFERENCE MARK 1 IS STAMPED QUINCY NO 1 1952.  IT IS A
 AN2129'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3
 AN2129'INCHES.  IT IS 50 FEET NORTH OF THE CENTER LINE OF STATE
 AN2129'HIGHWAY 202 AND 1 FOOT SOUTH OF A WIRE FENCE.
 AN2129'
 AN2129'REFERENCE MARK 2 IS STAMPED QUINCY NO 2 1952.  IT IS A STANDARD
 AN2129'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 AN2129'IS 45 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 202
 AN2129'AND 2 FEET NORTH OF A WIRE FENCE.
 AN2129'
 AN2129'THE AZIMUTH MARK IS STAMPED QUINCY 1952.  IT IS A STANDARD
 AN2129'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 AN2129'IS 46 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 202,
 AN2129'36 FEET WEST OF A POWER LINE POLE, 4 FEET EAST OF A WHITE
 AN2129'WITNESS POST AND 2 FEET SOUTH OF A WIRE FENCE.
 AN2129'
 AN2129'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AN2129
 AN2129                          STATION RECOVERY (1996)
 AN2129
 AN2129'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2575 ***********************************************************************
 CS2575  DESIGNATION -  QUINLAN
 CS2575  PID         -  CS2575
 CS2575  STATE/COUNTY-  TX/HUNT
 CS2575  USGS QUAD   -  QUINLAN (1979)
 CS2575
 CS2575                         *CURRENT SURVEY CONTROL
 CS2575  ___________________________________________________________________
 CS2575* NAD 83(1993)-  32 54 30.59890(N)    096 07 50.99950(W)     ADJUSTED  
 CS2575* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 CS2575  ___________________________________________________________________
 CS2575  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CS2575  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS2575
 CS2575  HORZ ORDER  -  FIRST
 CS2575
 CS2575.The horizontal coordinates were established by classical geodetic methods
 CS2575.and adjusted by the National Geodetic Survey in February 1996..
 CS2575
 CS2575.The orthometric height was scaled from a topographic map.
 CS2575
 CS2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2575
 CS2575.The geoid height was determined by GEOID03.
 CS2575
 CS2575;                    North         East     Units Scale Factor Converg.
 CS2575;SPC TXNC     - 2,140,205.186   821,588.179   MT  0.99987573   +1 17 31.7
 CS2575;SPC TXNC     - 7,021,656.51  2,695,493.88   sFT  0.99987573   +1 17 31.7
 CS2575;UTM  14      - 3,644,795.546   768,348.217   MT  1.00048800   +1 33 35.1
 CS2575
 CS2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2575!SPC TXNC     -   0.99997856  x   0.99987573  =   0.99985429
 CS2575!UTM  14      -   0.99997856  x   1.00048800  =   1.00046655
 CS2575
 CS2575|---------------------------------------------------------------------|
 CS2575| PID    Reference Object                     Distance      Geod. Az  |
 CS2575|                                                           dddmmss.s |
 CS2575| CY2932 QUINLAN RM 1                         51.373 METERS 21308     |
 CS2575| CY2931 QUINLAN AZ MK                                      2451656.0 |
 CS2575| CY2933 QUINLAN RM 2                         47.396 METERS 32325     |
 CS2575|---------------------------------------------------------------------|
 CS2575
 CS2575                          SUPERSEDED SURVEY CONTROL
 CS2575
 CS2575  NAD 83(1993)-  32 54 30.60340(N)    096 07 50.99161(W) AD(       ) 1
 CS2575  NAD 83(1986)-  32 54 30.60566(N)    096 07 50.98584(W) AD(       ) 1
 CS2575  NAD 27      -  32 54 30.16800(N)    096 07 50.07400(W) AD(       ) 1
 CS2575
 CS2575.Superseded values are not recommended for survey control.
 CS2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2575.See file dsdata.txt to determine how the superseded data were derived.
 CS2575
 CS2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6834844796(NAD 83)
 CS2575_MARKER: DS = TRIANGULATION STATION DISK
 CS2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2575
 CS2575  HISTORY     - Date     Condition        Report By
 CS2575  HISTORY     - 1949     MONUMENTED       CGS
 CS2575  HISTORY     - 1950     GOOD             CGS
 CS2575  HISTORY     - 1956     MARK NOT FOUND   USGS
 CS2575  HISTORY     - 19760527 MARK NOT FOUND   USGS
 CS2575
 CS2575                          STATION DESCRIPTION
 CS2575
 CS2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2575'LOCATED IN THE VILLAGE OF QUINLAN, IN THE SOUTHWEST CORNER
 CS2575'OF THE QUINLAN DISTRICT SCHOOL GROUNDS.  IT IS 100 FEET SOUTH
 CS2575'OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 72 FEET EAST
 CS2575'OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH STREET AND 57
 CS2575'FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE EAST-WEST
 CS2575'STREET.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 CS2575'THE DISC IS STAMPED, QUINLAN 1949.
 CS2575'
 CS2575'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE APPROXIMATE
 CS2575'CENTERLINE OF THE NORTH-SOUTH STREET, 89 FEET SOUTH OF THE
 CS2575'APPROXIMATE CENTERLINE OF THE EAST-WEST STREET AND ABOUT 1
 CS2575'FOOT EAST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 6
 CS2575'INCHES AND THE DISC IS STAMPED, QUINLAN NO 1 1949.
 CS2575'
 CS2575'REFERENCE MARK NO. 2 IS ACROSS THE STREET FROM THE SCHOOL
 CS2575'BUILDING, 18 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 CS2575'THE NORTH-SOUTH STREET AND 3-1/2 FEET EAST OF A PICKETT
 CS2575'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 CS2575'QUINLAN NO 2 1949.
 CS2575'
 CS2575'AZIMUTH MARK IS 18 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 CS2575'OF AN EAST-WEST STREET AND 3-1/2 FEET EAST OF A WHITE WITNESS
 CS2575'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS
 CS2575'STAMPED, QUINLAN 1949.
 CS2575'
 CS2575'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 CS2575'NORTH-SOUTH STREET MENTIONED ABOVE, FOR 1 BLOCK, THENCE RIGHT
 CS2575'OR WEST FOR 0.15 MILE TO THE MARK ON THE LEFT OR SOUTH SIDE OF
 CS2575'THE STREET.
 CS2575'
 CS2575'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2575
 CS2575                          STATION RECOVERY (1950)
 CS2575
 CS2575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CS2575'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CS2575'CONDITION, EXCEPT FOR A SLIGHT DIFFERENCE IN THE DISTANCE
 CS2575'TO REFERENCE MARK NO. 2.
 CS2575'
 CS2575'A NEW DESCRIPTION FOLLOWS.
 CS2575'
 CS2575'THE STATION IS LOCATED IN THE VILLAGE OF QUINLAN, IN THE
 CS2575'SOUTHWEST CORNER OF THE QUINLAN DISTRICT SCHOOL GROUNDS.  IT
 CS2575'IS 99.2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL
 CS2575'HOUSE, 75 FEET EAST OF THE CENTERLINE OF THE NORTH AND SOUTH
 CS2575'STREET AND 56 FEET NORTH OF THE CENTERLINE OF THE EAST AND
 CS2575'WEST STREET.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 CS2575'AND THE DISK IS STAMPED QUINLAN 1949.
 CS2575'
 CS2575'REFERENCE MARK NO. 1 IS 20 FEET WEST OF THE CENTERLINE OF
 CS2575'THE STREET, 13 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY
 CS2575'AND 1 FOOT EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 4
 CS2575'INCHES AND THE DISK IS STAMPED QUINLAN R.M. 1 1949.
 CS2575'
 CS2575'REFERENCE MARK NO. 2 IS 20 FEET WEST OF THE CENTERLINE OF
 CS2575'THE STREET AND 1 FOOT SOUTH OF A TELEPHONE POLE.  THE MARK
 CS2575'PROJECTS 4 INCHES AND THE DISK IS STAMPED QUINLAN R.M. 2 1949.
 CS2575'
 CS2575'AZIMUTH MARK IS ABOUT 0.2 MILE WEST-SOUTHWEST OF THE STATION,
 CS2575'19 FEET SOUTH OF THE CENTERLINE OF THE STREET AND 3 FEET EAST
 CS2575'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 CS2575'IS STAMPED QUINLAN 1949.
 CS2575'
 CS2575'A 90 FT. SIGNAL AT HENDRICKS IS VISIBLE AT 64 FT.
 CS2575'
 CS2575'A 64 FT. SIGNAL AT MUNSON 1949 IS VISIBLE AT 50 FT.
 CS2575'
 CS2575'A 77 FT. SIGNAL AT ROYSE IS VISIBLE AT 50 FT.
 CS2575'
 CS2575'A 64 FT. SIGNAL AT BETHEL 1949 IS VISIBLE AT 50 FT.
 CS2575'
 CS2575'OBSERVATIONS TAKEN FROM A 77 FT. TOWER.
 CS2575
 CS2575                          STATION RECOVERY (1956)
 CS2575
 CS2575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CS2575'USING THE DESCRIPTION OF THE STATION, THE STATION WOULD
 CS2575'FALL ON THE EDGE OF A NEWLY DUG AND REFILLED SEWER LINE.
 CS2575'THE SCHOOL JANITOR CLAIMS THAT THE STATION WAS NOT DISTURBED
 CS2575'WHILE THIS WORK WAS BEING CARRIED OUT.  AFTER EXTENSIVE
 CS2575'DIGGING IN AND AROUND THIS AREA, WAS UNABLE TO LOCATE THE
 CS2575'STATION.
 CS2575
 CS2575                          STATION RECOVERY (1976)
 CS2575
 CS2575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JCD)
 CS2575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1317 ***********************************************************************
 AH1317  DESIGNATION -  QUINTANA 1933
 AH1317  PID         -  AH1317
 AH1317  STATE/COUNTY-  TX/SAN PATRICIO
 AH1317  USGS QUAD   -  GREGORY (1975)
 AH1317
 AH1317                         *CURRENT SURVEY CONTROL
 AH1317  ___________________________________________________________________
 AH1317* NAD 83(1993)-  27 52 55.30971(N)    097 16 57.54568(W)     ADJUSTED  
 AH1317* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AH1317  ___________________________________________________________________
 AH1317  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AH1317  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AH1317
 AH1317  HORZ ORDER  -  THIRD
 AH1317
 AH1317.The horizontal coordinates were established by classical geodetic methods
 AH1317.and adjusted by the National Geodetic Survey in February 1996..
 AH1317
 AH1317.The orthometric height was scaled from a topographic map.
 AH1317
 AH1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1317
 AH1317.The geoid height was determined by GEOID03.
 AH1317
 AH1317;                    North         East     Units Scale Factor Converg.
 AH1317;SPC TX S     - 5,246,031.864   419,870.476   MT  1.00001269   +0 33 09.7
 AH1317;SPC TX S     -17,211,356.21  1,377,525.05   sFT  1.00001269   +0 33 09.7
 AH1317;UTM  14      - 3,085,319.435   669,051.906   MT  0.99995275   +0 48 11.9
 AH1317
 AH1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1317!SPC TX S     -   1.00000280  x   1.00001269  =   1.00001549
 AH1317!UTM  14      -   1.00000280  x   0.99995275  =   0.99995555
 AH1317
 AH1317                          SUPERSEDED SURVEY CONTROL
 AH1317
 AH1317  NAD 83(1986)-  27 52 55.31478(N)    097 16 57.52194(W) AD(       ) 3
 AH1317  NAD 27      -  27 52 54.23200(N)    097 16 56.55600(W) AD(       ) 3
 AH1317
 AH1317.Superseded values are not recommended for survey control.
 AH1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1317.See file dsdata.txt to determine how the superseded data were derived.
 AH1317
 AH1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6905285319(NAD 83)
 AH1317_MARKER: DD = SURVEY DISK
 AH1317_SETTING: 0 = UNSPECIFIED SETTING
 AH1317_SP_SET: PREFAB CONC. POST IN EARTH
 AH1317_STAMPING: QUINTANA 1933
 AH1317_MARK LOGO: NGS   
 AH1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1317+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1989
 AH1317
 AH1317  HISTORY     - Date     Condition        Report By
 AH1317  HISTORY     - 1933     MONUMENTED       CGS
 AH1317  HISTORY     - 1933     GOOD             CGS
 AH1317  HISTORY     - 1937     GOOD             LOCENG
 AH1317  HISTORY     - 1949     GOOD             CGS
 AH1317  HISTORY     - 1970     GOOD             LOCENG
 AH1317  HISTORY     - 19890215 GOOD             NOS
 AH1317  HISTORY     - 19891212 GOOD             NOS
 AH1317
 AH1317                          STATION DESCRIPTION
 AH1317
 AH1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1317'STATION IS LOCATED ABOUT 9 MILES NE OF THE PLAZA HOTEL IN
 AH1317'CORPUS CHRISTI, ABOUT 2.3 MILES E OF PORTLAND, ON THE N
 AH1317'SHORE OF CORPUS CHRISTI BAY.  IT IS ON THE J.F. GREEN ESTATE
 AH1317'DAIRY NEAR THE LA QUINTANA CLUB, 325 METERS SSW OF LARGE
 AH1317'WHITE DAIRY BARN, AND 120 METERS N OF EDGE OF BLUFF AT BAY
 AH1317'SHORE.
 AH1317'
 AH1317'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1317'
 AH1317'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1317'CHIMNEY IN CENTER OF LA QUINTANA CLUBHOUSE (0.4 MILE DISTANT),
 AH1317'75 DEG.  SW CORNER OF LARGE WHITE DAIRY BARN ON GREEN ESTATE
 AH1317'(120 METERS DISTANT), 8 DEG.  HIGH KNOLL AT MC GLOINS BLUFF
 AH1317'(4.7 MILES DISTANT), 131 DEG.  PLAZA HOTEL, 222 DEG.
 AH1317'
 AH1317'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AH1317
 AH1317                          STATION RECOVERY (1933)
 AH1317
 AH1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AH1317'RECOVERED IN GOOD CONDITION.
 AH1317
 AH1317                          STATION RECOVERY (1937)
 AH1317
 AH1317'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 AH1317'RECOVERED BY GEOTECHNICAL CORP.
 AH1317'
 AH1317'RECOVERED.
 AH1317
 AH1317                          STATION RECOVERY (1949)
 AH1317
 AH1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1317'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 AH1317'ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 AH1317'
 AH1317'1.  DAIRY BARN HAS BEEN DESTROYED.  CONCRETE FOUNDATION
 AH1317'REMAINS.
 AH1317'
 AH1317'2.  LA QUINTANA CLUBHOUSE SHOULD READ LA QUINTA CLUBHOUSE.
 AH1317
 AH1317                          STATION RECOVERY (1970)
 AH1317
 AH1317'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (TG)
 AH1317'RECOVERED BY MUNROE AND BASS CONS ENG.
 AH1317'
 AH1317'QUINTANA-GOOD
 AH1317'
 AH1317'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AH1317'IS ADEQUATE, WITH THE FOLLOWING ADDITIONS--FROM THE END OF THE
 AH1317'PAVEMENT ON THE OLD ROAD LEADING TO THE OLD LA QUINTA CLUB
 AH1317'PROCEED THROUGH A CHAIN LINK GATE, A DISTANCE OF 0.2 MILES
 AH1317'THEN TURN TO THE RIGHT THROUGH A METAL GATE PROCEED 0.7 MILES
 AH1317'DOWN SHELL ROAD, THEN PROCEED ON FOOT APPROXIMATELY 135 METERS
 AH1317'IN A SSE DIRECTION TO THE POINT.  A METAL WITNESS POST WAS
 AH1317'ERECTED 2.5 FEET N 20 DEG E (MAG) FROM THE POINT.  PERMISSION
 AH1317'TO ENTER PROPERTY MUST BE OBTAINED FROM MR. JOHN HUNT, JR.
 AH1317'IN GREGORY, TEXAS.
 AH1317
 AH1317                          STATION RECOVERY (1989)
 AH1317
 AH1317'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1317'THE STATION IS LOCATED ABOUT 9 MI NE OF PLAZA HOTEL IN CORPUS CHRISTI,
 AH1317'ABOUT 2.3 MI E OF PORTLAND, ON THE N SHORE OF CORPUS CHRISTI BAY.  IT
 AH1317'ON THE GROUNDS OF A DESTROYED DAIRY FARM WITH CONCRETE FOUNDATIONS
 AH1317'REMAINING NEAR THE LA QUINTA CLUBHOUSE, 325 M (1066.3 FT) SSW OF LARGE
 AH1317'FOUNDATION FROM A BARN, AND 120 M (393.7 FT) W OF EDGE OF BLUFF AT BAY
 AH1317'SHORE.  THE STATION IS ON PROPERTY OWNED BY MR. GENE DURBIN OF ARANSAS
 AH1317'PASS, PHONE 502-758-3414.
 AH1317'THE STATION IS A BRONZE DISK SET IN CONCRETE.  THE FOLLOWING MAGNETIC
 AH1317'BEARINGS WERE TAKEN FROM THE STATION, CHIMNEY IN CENTER OF LA QUINTA
 AH1317'CLUBHOUSE (0.4 MI DISTANT), 75 DEGREES, SW CORNER FOUNDATION OF BARN
 AH1317'(120 M DISTANT) 8 DEGREES, HIGH KNOLL AT MCGLOINS BLUFF (4.7 MI
 AH1317'DISTANT) 131 DEGREES.
 AH1317
 AH1317                          STATION RECOVERY (1989)
 AH1317
 AH1317'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1317'THE STATION WAS RECOVERED AS DESCRIBED. RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0745 ***********************************************************************
 EN0745  DESIGNATION -  QUITAQUE
 EN0745  PID         -  EN0745
 EN0745  STATE/COUNTY-  TX/MOTLEY
 EN0745  USGS QUAD   -  FOLLEY (1981)
 EN0745
 EN0745                         *CURRENT SURVEY CONTROL
 EN0745  ___________________________________________________________________
 EN0745* NAD 83(1993)-  34 16 42.43380(N)    100 53 30.30030(W)     ADJUSTED  
 EN0745* NAVD 88     -       715.     (meters)    2346.     (feet)  SCALED    
 EN0745  ___________________________________________________________________
 EN0745  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 EN0745  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0745
 EN0745  HORZ ORDER  -  FIRST
 EN0745
 EN0745.The horizontal coordinates were established by classical geodetic methods
 EN0745.and adjusted by the National Geodetic Survey in February 1996..
 EN0745
 EN0745.The orthometric height was scaled from a topographic map.
 EN0745
 EN0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0745
 EN0745.The geoid height was determined by GEOID03.
 EN0745
 EN0745;                    North         East     Units Scale Factor Converg.
 EN0745;SPC TXNC     - 2,292,153.301   379,758.865   MT  1.00010189   -1 18 16.0
 EN0745;SPC TXNC     - 7,520,172.96  1,245,925.54   sFT  1.00010189   -1 18 16.0
 EN0745;SPC TX N     - 1,031,064.670   256,014.649   MT  1.00010682   +0 21 09.0
 EN0745;SPC TX N     - 3,382,751.34    839,941.39   sFT  1.00010682   +0 21 09.0
 EN0745;UTM  14      - 3,794,650.564   325,861.417   MT  0.99997380   -1 03 56.6
 EN0745
 EN0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0745!SPC TXNC     -   0.99989210  x   1.00010189  =   0.99999398
 EN0745!SPC TX N     -   0.99989210  x   1.00010682  =   0.99999891
 EN0745!UTM  14      -   0.99989210  x   0.99997380  =   0.99986591
 EN0745
 EN0745:                Primary Azimuth Mark                     Grid Az
 EN0745:SPC TXNC     -  QUITAQUE AZ MK                           006 52 44.7
 EN0745:SPC TX N     -  QUITAQUE AZ MK                           005 13 19.7
 EN0745:UTM  14      -  QUITAQUE AZ MK                           006 38 25.3
 EN0745
 EN0745|---------------------------------------------------------------------|
 EN0745| PID    Reference Object                     Distance      Geod. Az  |
 EN0745|                                                           dddmmss.s |
 EN0745| CX8010 QUITAQUE AZ MK                                     0053428.7 |
 EN0745| CX8011 QUITAQUE RM 1                        20.300 METERS 06457     |
 EN0745| CX8012 QUITAQUE RM 2                        18.459 METERS 16413     |
 EN0745| EN0749 TURKEY GAFFORD RANCH SILO           APPROX.16.4 KM 3470819.5 |
 EN0745| EN0747 TURKEY MUNICIPAL TANK               APPROX.12.8 KM 3580754.8 |
 EN0745| EN0746 TURKEY MEMPHIS COMP CO TANK         APPROX.13.4 KM 3581553.3 |
 EN0745|---------------------------------------------------------------------|
 EN0745
 EN0745                          SUPERSEDED SURVEY CONTROL
 EN0745
 EN0745  NAD 83(1993)-  34 16 42.43534(N)    100 53 30.29865(W) AD(       ) 1
 EN0745  NAD 83(1986)-  34 16 42.43893(N)    100 53 30.29421(W) AD(       ) 1
 EN0745  NAD 27      -  34 16 42.19861(N)    100 53 28.79052(W) AD(       ) 1
 EN0745
 EN0745.Superseded values are not recommended for survey control.
 EN0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0745.See file dsdata.txt to determine how the superseded data were derived.
 EN0745
 EN0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2586194651(NAD 83)
 EN0745_MARKER: DS = TRIANGULATION STATION DISK
 EN0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0745
 EN0745  HISTORY     - Date     Condition        Report By
 EN0745  HISTORY     - 1964     MONUMENTED       CGS
 EN0745
 EN0745                          STATION DESCRIPTION
 EN0745
 EN0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0745'THE STATION IS ABOUT 11-1/2 MILES SOUTHEAST OF QUITAQUE, 7-3/4 MILES
 EN0745'SOUTH OF TURKEY, 7 MILES NORTHEAST OF FLOMONT AND 2 MILES NORT OF
 EN0745'WHERE STATE HIGHWAY 70 CROSSES QUITAQUE CREEK, IN A GROWTH OF TREES
 EN0745'ON THE EAST SIDE OF STATE HIGHWAY 70.
 EN0745'
 EN0745'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 97 AND 599 IN
 EN0745'FLOMONT, GO EAST ON FARM ROAD 97 FOR 5.95 MILES TO THE JUNCTION WITH
 EN0745'STATE HIGHWAY 70.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 70 FOR
 EN0745'3.55 MILES TO THE STATION ON THE RIGHT.  (TO REACH THE AZIMUTH
 EN0745'MARK, CONTINUE NORTH ON THE HIGHWAY FOR 0.45 MILE TO A DIRT SIDE
 EN0745'ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE MARK
 EN0745'ON THE RIGHT.)
 EN0745'
 EN0745'STATION MARK IS A STANDARD DISK, STAMPED QUITAQUE 1964, SET IN THE
 EN0745'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 95
 EN0745'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 70, 65 FEET SOUTHWEST
 EN0745'OF THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 48 FEET NORTHWEST OF
 EN0745'A 12 INCH ELM TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND 2.9
 EN0745'FEET SOUTH OF A WITNESS POST.
 EN0745'
 EN0745'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED QUITAQUE NO 1 1964, SET
 EN0745'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0745'IT IS 43 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE FIELD, 67
 EN0745'FEET EAST-NORTHEAST OF THE WITNESS POST AND ABOUT 1 FOOT LOWER
 EN0745'THAN THE STATION.
 EN0745'
 EN0745'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED QUITAQUE NO 2 1964, SET
 EN0745'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0745'IT IS 104 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 EN0745'SOUTHWEST OF THE ELM TREE AND ABOUT 2 FEET LOWER THAN THE STATION.
 EN0745'
 EN0745'AZIMUTH MARK IS A STANDARD DISK, STAMPED QUITAQUE 1964, SET IN THE
 EN0745'TOP OF A 12 INCH SQUARE CONCRETE POST 12 INCHES BELOW THE SURFACE OF
 EN0745'THE GROUND.  IT IS 34 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD,
 EN0745'2.3 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 EN0745'THE MARK IS SET ON A SMALL SAND HILL AND IS LIKELY IT WILL BE
 EN0745'COVERED WITH BLOWING SAND.
 EN0745'
 EN0745'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0821 ***********************************************************************
 EN0821  DESIGNATION -  QUITAQUE MUNICIPAL TANK
 EN0821  PID         -  EN0821
 EN0821  STATE/COUNTY-  TX/BRISCOE
 EN0821  USGS QUAD   -  QUITAQUE (1967)
 EN0821
 EN0821                         *CURRENT SURVEY CONTROL
 EN0821  ___________________________________________________________________
 EN0821* NAD 83(1993)-  34 22 13.27071(N)    101 03 13.15331(W)     ADJUSTED  
 EN0821* NAVD 88     -                                                        
 EN0821  ___________________________________________________________________
 EN0821  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 EN0821  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EN0821
 EN0821  HORZ ORDER  -  THIRD
 EN0821
 EN0821.The horizontal coordinates were established by classical geodetic methods
 EN0821.and adjusted by the National Geodetic Survey in February 1996..
 EN0821
 EN0821
 EN0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0821
 EN0821.The geoid height was determined by GEOID03.
 EN0821
 EN0821;                    North         East     Units Scale Factor Converg.
 EN0821;SPC TX N     - 1,041,180.188   241,058.793   MT  1.00007655   +0 15 31.2
 EN0821;SPC TX N     - 3,415,938.67    790,873.72   sFT  1.00007655   +0 15 31.2
 EN0821;SPC TXNC     - 2,302,696.630   365,100.835   MT  1.00013763   -1 23 33.9
 EN0821;SPC TXNC     - 7,554,763.86  1,197,834.99   sFT  1.00013763   -1 23 33.9
 EN0821;UTM  14      - 3,805,132.263   311,161.766   MT  1.00003957   -1 09 35.0
 EN0821
 EN0821                          SUPERSEDED SURVEY CONTROL
 EN0821
 EN0821  NAD 83(1993)-  34 22 13.27223(N)    101 03 13.15309(W) AD(       ) 4
 EN0821  NAD 83(1986)-  34 22 13.27499(N)    101 03 13.14975(W) AD(       ) 4
 EN0821  NAD 27      -  34 22 13.03911(N)    101 03 11.60686(W) AD(       ) 3
 EN0821
 EN0821.Superseded values are not recommended for survey control.
 EN0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0821.See file dsdata.txt to determine how the superseded data were derived.
 EN0821
 EN0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1116205132(NAD 83)
 EN0821_MARKER: 53 = ELEVATED TANK
 EN0821
 EN0821  HISTORY     - Date     Condition        Report By
 EN0821  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0821
 EN0821                          STATION DESCRIPTION
 EN0821
 EN0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0821'STATION IS THE TOP CENTER OF THE TANK, LOCATED 0.4 MILE NORTHEAST OF
 EN0821'THE CENTER OF QUITAQUE AND AT THE INTERSECTION OF TUNNEL ST. AND
 EN0821'THIRD ST.  IT IS A STEEL TANK, PAINTED SILVER, 141 FEET HIGH AND
 EN0821'SUPPORTED BY 4 STRUCTURAL STEEL LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0818 ***********************************************************************
 EN0818  DESIGNATION -  QUITAQUE ODEL SETLIFF TV MST
 EN0818  PID         -  EN0818
 EN0818  STATE/COUNTY-  TX/BRISCOE
 EN0818  USGS QUAD   -  LAKE THEO (1967)
 EN0818
 EN0818                         *CURRENT SURVEY CONTROL
 EN0818  ___________________________________________________________________
 EN0818* NAD 83(1993)-  34 24 01.32477(N)    101 07 13.17184(W)     ADJUSTED  
 EN0818* NAVD 88     -                                                        
 EN0818  ___________________________________________________________________
 EN0818  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 EN0818  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EN0818
 EN0818  HORZ ORDER  -  THIRD
 EN0818
 EN0818.The horizontal coordinates were established by classical geodetic methods
 EN0818.and adjusted by the National Geodetic Survey in February 1996..
 EN0818
 EN0818
 EN0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0818
 EN0818.The geoid height was determined by GEOID03.
 EN0818
 EN0818;                    North         East     Units Scale Factor Converg.
 EN0818;SPC TX N     - 1,044,484.329   234,912.989   MT  1.00006721   +0 13 12.1
 EN0818;SPC TX N     - 3,426,779.00    770,710.36   sFT  1.00006721   +0 13 12.1
 EN0818;SPC TXNC     - 2,306,176.642   359,052.301   MT  1.00014986   -1 25 44.8
 EN0818;SPC TXNC     - 7,566,181.20  1,177,990.76   sFT  1.00014986   -1 25 44.8
 EN0818;UTM  14      - 3,808,587.453   305,099.739   MT  1.00006824   -1 11 53.9
 EN0818
 EN0818                          SUPERSEDED SURVEY CONTROL
 EN0818
 EN0818  NAD 83(1993)-  34 24 01.32658(N)    101 07 13.16978(W) AD(       ) 4
 EN0818  NAD 83(1986)-  34 24 01.32952(N)    101 07 13.16705(W) AD(       ) 4
 EN0818  NAD 27      -  34 24 01.09917(N)    101 07 11.62117(W) AD(       ) 3
 EN0818
 EN0818.Superseded values are not recommended for survey control.
 EN0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0818.See file dsdata.txt to determine how the superseded data were derived.
 EN0818
 EN0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0510008587(NAD 83)
 EN0818_MARKER: 42 = RADIO/TV MAST
 EN0818
 EN0818  HISTORY     - Date     Condition        Report By
 EN0818  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0818
 EN0818                          STATION DESCRIPTION
 EN0818
 EN0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0818'STATION IS THE DETERMINED CENTER OF THE 170 FOOT STEEL MAST, PAINTED
 EN0818'ALTERNATELY RED AND WHITE.  IT HAS SEVERAL TELEVISION ANTENNAE
 EN0818'ATTACHED TO IT AND HAS NO WARNING RED LIGHT ON TOP.  THE MAST IS
 EN0818'OWNED BY ODEL SETLIFF WHO LIVES IN TURKEY.  IT IS LOCATED 4 MILES
 EN0818'NORTHWEST OF QUITAQUE, 11-1/2 MILES SOUTHEAST OF SILVERTON AND ON
 EN0818'THE EDGE OF A BLUFF 1 MILE NORTHEAST OF STATE HIGHWAY 86.
 EN0818'
 EN0818'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KENT 1964,
 EN0818'DISTANCE BEING 204.50 FEET OR (62.332 M.) SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1258 ***********************************************************************
 CR1258  DESIGNATION -  QUITMAN
 CR1258  PID         -  CR1258
 CR1258  STATE/COUNTY-  TX/WOOD
 CR1258  USGS QUAD   -  QUITMAN (1980)
 CR1258
 CR1258                         *CURRENT SURVEY CONTROL
 CR1258  ___________________________________________________________________
 CR1258* NAD 83(1993)-  32 49 25.23063(N)    095 29 27.46681(W)     ADJUSTED  
 CR1258* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 CR1258  ___________________________________________________________________
 CR1258  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CR1258  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR1258
 CR1258  HORZ ORDER  -  SECOND
 CR1258
 CR1258.The horizontal coordinates were established by classical geodetic methods
 CR1258.and adjusted by the National Geodetic Survey in February 1996..
 CR1258
 CR1258.The orthometric height was scaled from a topographic map.
 CR1258
 CR1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1258
 CR1258.The geoid height was determined by GEOID03.
 CR1258
 CR1258;                    North         East     Units Scale Factor Converg.
 CR1258;SPC TXNC     - 2,132,334.864   881,689.993   MT  0.99988049   +1 38 28.0
 CR1258;SPC TXNC     - 6,995,835.30  2,892,677.92   sFT  0.99988049   +1 38 28.0
 CR1258;UTM  15      - 3,634,488.554   266,812.341   MT  1.00027053   -1 21 03.1
 CR1258
 CR1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1258!SPC TXNC     -   0.99998105  x   0.99988049  =   0.99986154
 CR1258!UTM  15      -   0.99998105  x   1.00027053  =   1.00025157
 CR1258
 CR1258:                Primary Azimuth Mark                     Grid Az
 CR1258:SPC TXNC     -  QUITMAN AZ MK                            003 52 34.9
 CR1258:UTM  15      -  QUITMAN AZ MK                            006 52 06.0
 CR1258
 CR1258|---------------------------------------------------------------------|
 CR1258| PID    Reference Object                     Distance      Geod. Az  |
 CR1258|                                                           dddmmss.s |
 CR1258| CY2934 QUITMAN AZ MK                                      0053102.9 |
 CR1258| CR1256 QUITMAN SERV PLINE CO RAD MAST      APPROX. 1.0 KM 0121435.1 |
 CR1258| CY2935 QUITMAN RM 1                                       04206     |
 CR1258| CR1257 QUITMAN MUNICIPAL TANK              APPROX. 5.0 KM 1213304.0 |
 CR1258| CY2936 QUITMAN RM 2                                       15608     |
 CR1258| CR1320 ALBA MUNICIPAL TANK                 APPROX.14.1 KM 2552018.6 |
 CR1258|---------------------------------------------------------------------|
 CR1258
 CR1258                          SUPERSEDED SURVEY CONTROL
 CR1258
 CR1258  NAD 83(1993)-  32 49 25.23525(N)    095 29 27.45709(W) AD(       ) 2
 CR1258  NAD 83(1986)-  32 49 25.23656(N)    095 29 27.45343(W) AD(       ) 2
 CR1258  NAD 27      -  32 49 24.78660(N)    095 29 26.61840(W) AD(       ) 2
 CR1258
 CR1258.Superseded values are not recommended for survey control.
 CR1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1258.See file dsdata.txt to determine how the superseded data were derived.
 CR1258
 CR1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6681234489(NAD 83)
 CR1258_MARKER: DS = TRIANGULATION STATION DISK
 CR1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1258
 CR1258  HISTORY     - Date     Condition        Report By
 CR1258  HISTORY     - 1957     MONUMENTED       CGS
 CR1258  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CR1258
 CR1258                          STATION DESCRIPTION
 CR1258
 CR1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1258'THE STATION IS LOCATED ON A TIMBERED RIDGE THAT RUNS IN A
 CR1258'NORTH-SOUTH DIRECTION, ABOUT 3 MILES NORTHWEST OF QUITMAN
 CR1258'ABOUT 0.3 MILE NORTHEAST OF STATE HIGHWAY NO. 154, 39 FEET
 CR1258'WEST OF A DIM TRACK ROAD AND 12 FEET SOUTH OF A 12-INCH
 CR1258'TRIANGLE BLAZED OAK TREE.  THE MARK PROJECTS 4 INCHES ABOVE
 CR1258'THE SURFACE OF THE GROUND AND IS STAMPED QUITMAN 1957.
 CR1258'
 CR1258'REFERENCE MARK NO. 1 IS 8 FEET EAST OF THE CENTER OF A DIM
 CR1258'TRACK ROAD.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE
 CR1258'OF THE GROUND AND IS STAMPED QUITMAN NO 1 1957.
 CR1258'
 CR1258'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF A 6-INCH OAK TREE.
 CR1258'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1258'AND IS STAMPED QUITMAN NO 2 1957.
 CR1258'
 CR1258'AZIMUTH MARK IS 47 FEET WEST OF THE CENTER OF AN OILED ROAD,
 CR1258'27 FEET SOUTH OF A DRIVEWAY AND 2 FEET WEST OF A FENCE CORNER.
 CR1258'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1258'AND IS STAMPED QUITMAN 1957.
 CR1258'
 CR1258'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 CR1258'HOUSE IN QUITMAN, GO WEST ON STATE HIGHWAY NO. 154 AND 182
 CR1258'FOR 1.4 MILES TO THE JUNCTION OF STATE HIGHWAY NO. 154 AND
 CR1258'182, CONTINUE NORTHWEST ON STATE HIGHWAY NO. 154 FOR 1.5
 CR1258'MILES TO SOME SHELL OIL COMPANY BUILDINGS ON THE RIGHT AND A
 CR1258'DRIVEWAY, TURN RIGHT ON THE DRIVEWAY AND GO ABOUT 100 FEET
 CR1258'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND FOLLOW THE ROAD TO
 CR1258'THE NORTH SIDE OF SOME OIL TANKS AND GO NORTHERLY FOR 0.4
 CR1258'MILE TO A T ROAD, TURN RIGHT AND GO EAST FOR 0.1 MILE TO
 CR1258'WHERE THE ROAD TURNS SHARP TO THE LEFT AND A DIM TRACK ROAD
 CR1258'ON THE RIGHT, TURN RIGHT ON THE DIM TRACK ROAD AND GO
 CR1258'SOUTH FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 CR1258'
 CR1258'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE DIM
 CR1258'TRACK FOR 0.1 MILE TO THE MAIN ROAD, CONTINUE NORTHERLY FOR 0.15
 CR1258'MILE TO A T ROAD, TAKE THE LEFT FORK AND GO NORTHERLY FOR
 CR1258'0.4 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK AS
 CR1258'DESCRIBED.
 CR1258'
 CR1258'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1258
 CR1258                          STATION RECOVERY (1995)
 CR1258
 CR1258'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1043 ***********************************************************************
 CD1043  DESIGNATION -  QUITMAN
 CD1043  PID         -  CD1043
 CD1043  STATE/COUNTY-  TX/HUDSPETH
 CD1043  USGS QUAD   -  LASCA (1979)
 CD1043
 CD1043                         *CURRENT SURVEY CONTROL
 CD1043  ___________________________________________________________________
 CD1043* NAD 83(1993)-  31 08 58.99943(N)    105 29 47.87126(W)     ADJUSTED  
 CD1043* NAVD 88     -      2038.9    (meters)    6689.     (feet)  VERTCON   
 CD1043  ___________________________________________________________________
 CD1043  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 CD1043  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CD1043
 CD1043  HORZ ORDER  -  FIRST
 CD1043
 CD1043.The horizontal coordinates were established by classical geodetic methods
 CD1043.and adjusted by the National Geodetic Survey in February 1996..
 CD1043
 CD1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1043
 CD1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1043
 CD1043.The geoid height was determined by GEOID03.
 CD1043
 CD1043;                    North         East     Units Scale Factor Converg.
 CD1043;SPC TX C     - 3,175,827.256   207,888.527   MT  0.99988508   -2 39 33.8
 CD1043;SPC TX C     -10,419,359.92    682,047.61   sFT  0.99988508   -2 39 33.8
 CD1043;UTM  13      - 3,446,301.216   452,662.563   MT  0.99962764   -0 15 24.8
 CD1043
 CD1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1043!SPC TX C     -   0.99968358  x   0.99988508  =   0.99956870
 CD1043!UTM  13      -   0.99968358  x   0.99962764  =   0.99931134
 CD1043
 CD1043|---------------------------------------------------------------------|
 CD1043| PID    Reference Object                     Distance      Geod. Az  |
 CD1043|                                                           dddmmss.s |
 CD1043| CD1041 QUITMAN CAIRN                         2.000 METERS 03057     |
 CD1043| CI0258 QUITMAN RM                            3.830 METERS 17731     |
 CD1043|---------------------------------------------------------------------|
 CD1043
 CD1043                          SUPERSEDED SURVEY CONTROL
 CD1043
 CD1043  NAD 83(1986)-  31 08 59.00141(N)    105 29 47.86942(W) AD(       ) 1
 CD1043  NAD 27      -  31 08 58.53700(N)    105 29 46.01100(W) AD(       ) 1
 CD1043  NGVD 29 (07/19/86) 2038.3    (m)         6687.     (f) VERT ANG       
 CD1043
 CD1043.Superseded values are not recommended for survey control.
 CD1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1043.See file dsdata.txt to determine how the superseded data were derived.
 CD1043
 CD1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5266346301(NAD 83)
 CD1043_MARKER: DS = TRIANGULATION STATION DISK
 CD1043_SETTING: 66 = SET IN ROCK OUTCROP
 CD1043
 CD1043  HISTORY     - Date     Condition        Report By
 CD1043  HISTORY     - 1909     MONUMENTED       CGS
 CD1043
 CD1043                          STATION DESCRIPTION
 CD1043
 CD1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CD1043'STATION IS ON A HIGH PEAK OF THE QUITMAN MOUNTAINS, NEAR
 CD1043'THE UNITED STATES GEOLOGICAL SURVEY STATION OF THE SAME NAME.
 CD1043'IT IS 8-1/2 MILES DIRECT, OR 10 MILES BY ROAD, W BY S FROM
 CD1043'SIERRA BLANCA, A TOWN AT THE JUNCTION OF THE SOUTHERN PACIFIC
 CD1043'AND THE TEXAS AND PACIFIC RAILWAYS, ON THE HIGHEST PEAK OF
 CD1043'THE QUITMAN MOUNTAINS NEAR THE NORTHERN END OF THE QUITMAN
 CD1043'RANGE, AND IN THE PASTURE OF THE LOVE BROTHERS.  STATION IS
 CD1043'MARKED BY A STANDARD BRONZE DISK, WEDGED IN A DRILL HOLE IN
 CD1043'OUTCROPPING BEDROCK.  THE REFERENCE MARK, A CROSS CUT IN THE
 CD1043'TOP OF A LARGE ROCK, IS 3.83 METERS (12.6 FEET) FROM THE
 CD1043'STATION S 02 DEG 29 MIN E.  STATION QUITMAN
 CD1043'(U.S.G.S.) CAIRN IS 2.0 METERS (7 FEET) FROM THE STATION
 CD1043'N 30 DEG 58 MIN E.  IN 1934 REPORTED THAT STATION
 CD1043'HAS BEEN DESTROYED AND THAT NEW STATION, QUITMAN 2 HAS BEEN
 CD1043'ESTABLISHED IN SAME LOCALITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1042 ***********************************************************************
 CD1042  DESIGNATION -  QUITMAN 2
 CD1042  PID         -  CD1042
 CD1042  STATE/COUNTY-  TX/HUDSPETH
 CD1042  USGS QUAD   -  LASCA (1979)
 CD1042
 CD1042                         *CURRENT SURVEY CONTROL
 CD1042  ___________________________________________________________________
 CD1042* NAD 83(1993)-  31 08 58.99476(N)    105 29 47.85283(W)     ADJUSTED  
 CD1042* NAVD 88     -      2040.     (meters)    6693.     (feet)  SCALED    
 CD1042  ___________________________________________________________________
 CD1042  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 CD1042  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CD1042
 CD1042  HORZ ORDER  -  FIRST
 CD1042
 CD1042.The horizontal coordinates were established by classical geodetic methods
 CD1042.and adjusted by the National Geodetic Survey in February 1996..
 CD1042
 CD1042.The orthometric height was scaled from a topographic map.
 CD1042
 CD1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1042
 CD1042.The geoid height was determined by GEOID03.
 CD1042
 CD1042;                    North         East     Units Scale Factor Converg.
 CD1042;SPC TX C     - 3,175,827.090   207,889.008   MT  0.99988508   -2 39 33.8
 CD1042;SPC TX C     -10,419,359.38    682,049.19   sFT  0.99988508   -2 39 33.8
 CD1042;UTM  13      - 3,446,301.070   452,663.051   MT  0.99962764   -0 15 24.8
 CD1042
 CD1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1042!SPC TX C     -   0.99968347  x   0.99988508  =   0.99956859
 CD1042!UTM  13      -   0.99968347  x   0.99962764  =   0.99931123
 CD1042
 CD1042:                Primary Azimuth Mark                     Grid Az
 CD1042:SPC TX C     -  QUITMAN 2 AZ MK                          059 27 35.3
 CD1042:UTM  13      -  QUITMAN 2 AZ MK                          057 03 26.3
 CD1042
 CD1042|---------------------------------------------------------------------|
 CD1042| PID    Reference Object                     Distance      Geod. Az  |
 CD1042|                                                           dddmmss.s |
 CD1042| CI0261 QUITMAN 2 AZ MK                                    0564801.5 |
 CD1042|---------------------------------------------------------------------|
 CD1042
 CD1042                          SUPERSEDED SURVEY CONTROL
 CD1042
 CD1042  NAD 83(1986)-  31 08 59.00425(N)    105 29 47.84696(W) AD(       ) 1
 CD1042  NAD 27      -  31 08 58.54000(N)    105 29 46.00300(W) AD(       ) 1
 CD1042
 CD1042.Superseded values are not recommended for survey control.
 CD1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1042.See file dsdata.txt to determine how the superseded data were derived.
 CD1042
 CD1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5266346301(NAD 83)
 CD1042_MARKER: DS = TRIANGULATION STATION DISK
 CD1042_SETTING: 80 = SET IN A BOULDER
 CD1042_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CD1042
 CD1042  HISTORY     - Date     Condition        Report By
 CD1042  HISTORY     - 1934     MONUMENTED       CGS
 CD1042  HISTORY     - 1963     GOOD             USGS
 CD1042
 CD1042                          STATION DESCRIPTION
 CD1042
 CD1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1042'THE STATION IS LOCATED ABOUT 6 MILES W OF SIERRA BLANCA AND
 CD1042'2 MILES S OF U.S. HIGHWAY 80.  IT IS ON THE HIGHEST PEAK OF
 CD1042'THE QUITMAN MOUNTAINS.
 CD1042'
 CD1042'STATION IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN A
 CD1042'BOULDER, AND IS FLUSH WITH THE SURFACE OF THE ROCK AND SW
 CD1042'OF A 4-FOOT ROCK CAIRN.
 CD1042'
 CD1042'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN A DRILL
 CD1042'HOLE IN BEDROCK.
 CD1042'
 CD1042'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CD1042'DRILL HOLE IN BOULDERS.
 CD1042'
 CD1042'REFERENCE MARK NO. 1 IS SW OF THE STATION AND IS ON THE
 CD1042'SW SLOPE OF THE PEAK.  REFERENCE MARK NO. 2 IS NNW OF THE
 CD1042'STATION AND IS ON THE N SLOPE OF THE PEAK.
 CD1042'
 CD1042'THE AZIMUTH MARK IS NE OF THE STATION.  IT IS ON THE E
 CD1042'END OF A SPUR RIDGE WHICH EXTENDS E FROM THE MAIN RIDGE
 CD1042'ON WHICH THE STATION IS LOCATED.  THE SPUR RIDGE JOINS THE
 CD1042'MAIN RIDGE AT THE SECOND ROCKY HUMP BELOW AND NNE OF THE
 CD1042'STATION.
 CD1042'
 CD1042'TO REACH THE STATION FROM SIERRA BLANCA GO W FROM THE FORD
 CD1042'GARAGE 4.0 MILES ON U.S. HIGHWAY 80 TO A SIDING AND OLD
 CD1042'WELL, (FOLLOW THE ROAD ON THE S SIDE OF THE RAILROAD TRACKS).
 CD1042'TURN LEFT OFF HIGHWAY AND PASS THRU GATE WITH HIGH POSTS AND
 CD1042'FOLLOW DIRT ROAD S 0.4 MILE TO A GATE IN AN E AND W FENCE.
 CD1042'PASS THRU GATE AND TURN RIGHT AND FOLLOW MAIN ROAD IN A
 CD1042'WESTERLY DIRECTION 2.7 MILES TO ANOTHER WIRE GATE.  PASS
 CD1042'THRU GATE AND TURN LEFT OFF ROAD.  PASS TO THE E AND S OF
 CD1042'A SMALL BUT VERY ROCKY BUTTE.  CROSS CREEK WASH ON THE S
 CD1042'SIDE OF THE BUTTE.  THEN DRIVE ACROSS COUNTRY IN A
 CD1042'SOUTHWESTERLY DIRECTION, KEEPING SLIGHTLY TO THE RIGHT OF THE
 CD1042'HIGHEST GROUND SLOPING DOWN FROM THE MOUNTAIN.  DRIVE
 CD1042'TO THE MOUTH OF CANYON TO THE RIGHT OF THE SLOPING
 CD1042'GROUND.  END OF TRUCK TRAVEL.  (ABOUT A MILE DRIVE FROM
 CD1042'THE WIRE GATE TO THE CANYON.)
 CD1042'
 CD1042'FROM THIS POINT PACK UP RIDGE IN A SOUTHWESTERLY DIRECTION
 CD1042'TO THE HIGHEST POINT AND STATION.  ABOUT 1 1/2-HOUR PACK WITH
 CD1042'A HEAVY LOAD.
 CD1042'
 CD1042'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CD1042'
 CD1042'WATER AND ALL SUPPLIES IN SIERRA BLANCA.
 CD1042
 CD1042                          STATION RECOVERY (1963)
 CD1042
 CD1042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (FJG)
 CD1042'STATION MARK--STANDARD NGS BRONZE DISK, STAMPED -QUITMAN 1934-
 CD1042'WEDGED IN DRILL HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1041 ***********************************************************************
 CD1041  DESIGNATION -  QUITMAN CAIRN
 CD1041  PID         -  CD1041
 CD1041  STATE/COUNTY-  TX/HUDSPETH
 CD1041  USGS QUAD   -  LASCA (1979)
 CD1041
 CD1041                         *CURRENT SURVEY CONTROL
 CD1041  ___________________________________________________________________
 CD1041* NAD 83(1993)-  31 08 59.05512(N)    105 29 47.83242(W)     ADJUSTED  
 CD1041* NAVD 88     -      2039.     (meters)    6690.     (feet)  SCALED    
 CD1041  ___________________________________________________________________
 CD1041  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 CD1041  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CD1041
 CD1041  HORZ ORDER  -  SECOND
 CD1041
 CD1041.The horizontal coordinates were established by classical geodetic methods
 CD1041.and adjusted by the National Geodetic Survey in February 1996..
 CD1041
 CD1041.The orthometric height was scaled from a topographic map.
 CD1041
 CD1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1041
 CD1041.The geoid height was determined by GEOID03.
 CD1041
 CD1041;                    North         East     Units Scale Factor Converg.
 CD1041;SPC TX C     - 3,175,828.922   207,889.634   MT  0.99988508   -2 39 33.8
 CD1041;SPC TX C     -10,419,365.39    682,051.24   sFT  0.99988508   -2 39 33.8
 CD1041;UTM  13      - 3,446,302.926   452,663.600   MT  0.99962764   -0 15 24.8
 CD1041
 CD1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1041!SPC TX C     -   0.99968363  x   0.99988508  =   0.99956874
 CD1041!UTM  13      -   0.99968363  x   0.99962764  =   0.99931139
 CD1041
 CD1041                          SUPERSEDED SURVEY CONTROL
 CD1041
 CD1041  NAD 83(1986)-  31 08 59.05710(N)    105 29 47.83058(W) AD(       ) 2
 CD1041  NAD 27      -  31 08 58.59300(N)    105 29 45.97200(W) AD(       ) 2
 CD1041
 CD1041.Superseded values are not recommended for survey control.
 CD1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1041.See file dsdata.txt to determine how the superseded data were derived.
 CD1041
 CD1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5266446303(NAD 83)
 CD1041_MARKER: 72 = CAIRN
 CD1041
 CD1041  HISTORY     - Date     Condition        Report By
 CD1041  HISTORY     - 1909     FIRST OBSERVED   USGS
 CD1041
 CD1041                          STATION DESCRIPTION
 CD1041
 CD1041'DESCRIBED BY US GEOLOGICAL SURVEY 1909 (JSH)
 CD1041'STATION IS A CAIRN 2.0 METERS (7 FEET) N 30 DEG 58 MIN E
 CD1041'FROM STATION QUITMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1257 ***********************************************************************
 CR1257  DESIGNATION -  QUITMAN MUNICIPAL TANK
 CR1257  PID         -  CR1257
 CR1257  STATE/COUNTY-  TX/WOOD
 CR1257  USGS QUAD   -  QUITMAN (1980)
 CR1257
 CR1257                         *CURRENT SURVEY CONTROL
 CR1257  ___________________________________________________________________
 CR1257* NAD 83(1993)-  32 48 00.56927(N)    095 26 44.27008(W)     ADJUSTED  
 CR1257* NAVD 88     -                                                        
 CR1257  ___________________________________________________________________
 CR1257  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CR1257  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR1257
 CR1257  HORZ ORDER  -  THIRD
 CR1257
 CR1257.The horizontal coordinates were established by classical geodetic methods
 CR1257.and adjusted by the National Geodetic Survey in February 1996..
 CR1257
 CR1257
 CR1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1257
 CR1257.The geoid height was determined by GEOID03.
 CR1257
 CR1257;                    North         East     Units Scale Factor Converg.
 CR1257;SPC TXNC     - 2,129,850.679   886,008.394   MT  0.99988220   +1 39 57.0
 CR1257;SPC TXNC     - 6,987,685.10  2,906,845.87   sFT  0.99988220   +1 39 57.0
 CR1257;UTM  15      - 3,631,781.358   270,996.787   MT  1.00024669   -1 19 31.4
 CR1257
 CR1257                          SUPERSEDED SURVEY CONTROL
 CR1257
 CR1257  NAD 83(1993)-  32 48 00.57697(N)    095 26 44.26481(W) AD(       ) 4
 CR1257  NAD 83(1986)-  32 48 00.57588(N)    095 26 44.25772(W) AD(       ) 4
 CR1257  NAD 27      -  32 48 00.12700(N)    095 26 43.43800(W) AD(       ) 3
 CR1257
 CR1257.Superseded values are not recommended for survey control.
 CR1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1257.See file dsdata.txt to determine how the superseded data were derived.
 CR1257
 CR1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS7099731781(NAD 83)
 CR1257_MARKER: 53 = ELEVATED TANK
 CR1257
 CR1257  HISTORY     - Date     Condition        Report By
 CR1257  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1257  HISTORY     - 19950826 GOOD             USPSQD
 CR1257
 CR1257                          STATION DESCRIPTION
 CR1257
 CR1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1257'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF QUITMAN
 CR1257'AT THE SOUTHEAST CORNER OF THE SCHOOL HOUSE.  THE TANK HAS
 CR1257'CONICAL SHAPED ROOF WITH A BALL AT THE APEX AND IS SILVER
 CR1257'IN COLOR.  IT IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.
 CR1257'THE OVERALL HEIGHT IS 133 FEET.
 CR1257'
 CR1257'THE BALL AT THE APEX OF THE ROOF WAS INTERSECTED.
 CR1257
 CR1257                          STATION RECOVERY (1995)
 CR1257
 CR1257'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1256 ***********************************************************************
 CR1256  DESIGNATION -  QUITMAN SERV PLINE CO RAD MAST
 CR1256  PID         -  CR1256
 CR1256  STATE/COUNTY-  TX/WOOD
 CR1256  USGS QUAD   -  QUITMAN (1980)
 CR1256
 CR1256                         *CURRENT SURVEY CONTROL
 CR1256  ___________________________________________________________________
 CR1256* NAD 83(1993)-  32 49 56.09822(N)    095 29 19.53310(W)     ADJUSTED  
 CR1256* NAVD 88     -                                                        
 CR1256  ___________________________________________________________________
 CR1256  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CR1256  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CR1256
 CR1256  HORZ ORDER  -  THIRD
 CR1256
 CR1256.The horizontal coordinates were established by classical geodetic methods
 CR1256.and adjusted by the National Geodetic Survey in February 1996..
 CR1256
 CR1256
 CR1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1256
 CR1256.The geoid height was determined by GEOID03.
 CR1256
 CR1256;                    North         East     Units Scale Factor Converg.
 CR1256;SPC TXNC     - 2,133,291.177   881,868.996   MT  0.99987991   +1 38 32.3
 CR1256;SPC TXNC     - 6,998,972.80  2,893,265.20   sFT  0.99987991   +1 38 32.3
 CR1256;UTM  15      - 3,635,434.587   267,041.107   MT  1.00026922   -1 20 59.9
 CR1256
 CR1256                          SUPERSEDED SURVEY CONTROL
 CR1256
 CR1256  NAD 83(1993)-  32 49 56.10406(N)    095 29 19.52317(W) AD(       ) 4
 CR1256  NAD 83(1986)-  32 49 56.10454(N)    095 29 19.51959(W) AD(       ) 4
 CR1256  NAD 27      -  32 49 55.65400(N)    095 29 18.68500(W) AD(       ) 3
 CR1256
 CR1256.Superseded values are not recommended for survey control.
 CR1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1256.See file dsdata.txt to determine how the superseded data were derived.
 CR1256
 CR1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6704135435(NAD 83)
 CR1256_MARKER: 42 = RADIO/TV MAST
 CR1256
 CR1256  HISTORY     - Date     Condition        Report By
 CR1256  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1256  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CR1256  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 CR1256
 CR1256                          STATION DESCRIPTION
 CR1256
 CR1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1256'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF QUITMAN AT
 CR1256'THE SERVICE PIPELINE CO. PLANT.  IT IS A STEEL MAST SET
 CR1256'IN A CEMENT BASE AND IS PAINTED ALTERNATELY RAD AND WHITE.
 CR1256'THE OVER HEIGHT IS 250 FEET.
 CR1256'
 CR1256'THE RED FLASHER LIGHT AT THE APEX OF THE MAST WAS INTERSECTED.
 CR1256'
 CR1256'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 CR1256'IN QUITMAN GO WEST AND NORTH ON STATE HIGHWAY 154 FOR 2.2 MILES
 CR1256'TO A PAVED ROAD RIGHT, TURN RIGHT AND FOLLOW THE PAVEMENT FOR
 CR1256'1.5 MILES TO THE SERVICE PIPELINE CO. PLANT ON THE RIGHT
 CR1256'AND THE THE STATION ON THE RIGHT AS DESCRIBED.
 CR1256
 CR1256                          STATION RECOVERY (1995)
 CR1256
 CR1256'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1256'MARK NOT FOUND.
 CR1256
 CR1256                          STATION RECOVERY (2004)
 CR1256
 CR1256'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0834 ***********************************************************************
 BY0834  DESIGNATION -  R 1
 BY0834  PID         -  BY0834
 BY0834  STATE/COUNTY-  TX/ANGELINA
 BY0834  USGS QUAD   -  DIBOLL (1980)
 BY0834
 BY0834                         *CURRENT SURVEY CONTROL
 BY0834  ___________________________________________________________________
 BY0834* NAD 83(1986)-  31 11 00.     (N)    094 47 11.     (W)     SCALED    
 BY0834* NAVD 88     -        70.12   (+/-2cm)     230.1    (feet)  VERTCON   
 BY0834  ___________________________________________________________________
 BY0834  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY0834
 BY0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0834
 BY0834.The horizontal coordinates were scaled from a topographic map and have
 BY0834.an estimated accuracy of +/- 6 seconds.
 BY0834
 BY0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0834.The vertical order pertains to the NGVD 29 superseded value.
 BY0834
 BY0834.The geoid height was determined by GEOID03.
 BY0834
 BY0834;                    North         East    Units  Estimated Accuracy
 BY0834;SPC TX C     - 3,181,310.    1,228,460.      MT  (+/- 180 meters Scaled)
 BY0834
 BY0834                          SUPERSEDED SURVEY CONTROL
 BY0834
 BY0834  NGVD 29 (??/??/92)   70.154  (m)          230.16   (f) ADJ UNCH    2 0
 BY0834
 BY0834.Superseded values are not recommended for survey control.
 BY0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0834.See file dsdata.txt to determine how the superseded data were derived.
 BY0834
 BY0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ297512(NAD 83)
 BY0834_MARKER: DD = SURVEY DISK
 BY0834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0834_SP_SET: FLAGPOLE BASE
 BY0834_STAMPING: TEXAS R1 1926
 BY0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0834
 BY0834  HISTORY     - Date     Condition        Report By
 BY0834  HISTORY     - 1926     MONUMENTED       USGS
 BY0834  HISTORY     - 1949     GOOD             NGS
 BY0834  HISTORY     - 19980919 GOOD             USPSQD
 BY0834
 BY0834                          STATION DESCRIPTION
 BY0834
 BY0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0834'IN DIBOLL.
 BY0834'AT DIBOLL, 150.0 FEET NORTH OF THE TEXAS AND NEW ORLEANS RAILROAD
 BY0834'STATION, 25.0 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET 2.0
 BY0834'FEET ABOVE THE GROUND IN THE BASE OF THE FLAGPOLE IN FRONT OF THE
 BY0834'SOUTHERN PINE LUMBER COMPANY OFFICE BUILDING.
 BY0834
 BY0834                          STATION RECOVERY (1998)
 BY0834
 BY0834'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0009 ***********************************************************************
 AB0009  DESIGNATION -  R 1 C CO
 AB0009  PID         -  AB0009
 AB0009  STATE/COUNTY-  TX/CAMERON
 AB0009  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0009
 AB0009                         *CURRENT SURVEY CONTROL
 AB0009  ___________________________________________________________________
 AB0009* NAD 83(1986)-  25 55 17.     (N)    097 28 50.     (W)     SCALED    
 AB0009* NAVD 88     -         8.312  (meters)      27.27   (feet)  ADJUSTED  
 AB0009  ___________________________________________________________________
 AB0009  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 AB0009  DYNAMIC HT  -           8.299 (meters)      27.23  (feet)  COMP
 AB0009  MODELED GRAV-     979,028.3   (mgal)                       NAVD 88
 AB0009
 AB0009  VERT ORDER  -  FIRST     CLASS II
 AB0009
 AB0009.The horizontal coordinates were scaled from a topographic map and have
 AB0009.an estimated accuracy of +/- 6 seconds.
 AB0009
 AB0009.The orthometric height was determined by differential leveling
 AB0009.and adjusted by the National Geodetic Survey in June 1991..
 AB0009.WARNING-Repeat measurements at this control monument indicate possible
 AB0009.vertical movement.
 AB0009
 AB0009.The geoid height was determined by GEOID03.
 AB0009
 AB0009.The dynamic height is computed by dividing the NAVD 88
 AB0009.geopotential number by the normal gravity value computed on the
 AB0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0009.degrees latitude (g = 980.6199 gals.).
 AB0009
 AB0009.The modeled gravity was interpolated from observed gravity values.
 AB0009
 AB0009;                    North         East    Units  Estimated Accuracy
 AB0009;SPC TX S     - 5,028,640.      402,140.      MT  (+/- 180 meters Scaled)
 AB0009
 AB0009                          SUPERSEDED SURVEY CONTROL
 AB0009
 AB0009  NGVD 29 (??/??/92)    8.395  (m)           27.54   (f) ADJ UNCH    1 2
 AB0009
 AB0009.Superseded values are not recommended for survey control.
 AB0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0009.See file dsdata.txt to determine how the superseded data were derived.
 AB0009
 AB0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP521678(NAD 83)
 AB0009_MARKER: DD = SURVEY DISK
 AB0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0009_SP_SET: CULVERT
 AB0009_STAMPING: R 1 27.27
 AB0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0009
 AB0009  HISTORY     - Date     Condition        Report By
 AB0009  HISTORY     - UNK      MONUMENTED
 AB0009  HISTORY     - 1942     GOOD             NGS
 AB0009  HISTORY     - 1951     GOOD             NGS
 AB0009  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0009  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0009  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0009
 AB0009                          STATION DESCRIPTION
 AB0009
 AB0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0009'2.1 MI NE FROM BROWNSVILLE.
 AB0009'1.0 MILE NORTHEAST ALONG SEVENTH STREET FROM THE INTERSECTION OF U. S.
 AB0009'HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE 0.6 MILE NORTH ALONG
 AB0009'THE LOS FRESNOS ROAD, THENCE 0.5 MILE EAST ALONG STATE HIGHWAY 48, AT
 AB0009'THE CROSSING OF A NORTH-AND-SOUTH ROAD, 45 FEET SOUTH OF THE
 AB0009'CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT UNDER THE ROAD, IN
 AB0009'THE CENTER OF THE TOP OF THE WEST HEADWALL, AND 14 FEET WEST OF THE
 AB0009'CENTERLINE OF THE ROAD.  A CAMERON COUNTY STANDARD DISK.
 AB0009
 AB0009                          STATION RECOVERY (1951)
 AB0009
 AB0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0009'RECOVERED IN GOOD CONDITION.
 AB0009
 AB0009                          STATION RECOVERY (1982)
 AB0009
 AB0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0009'SEARCHED FOR AND NOT RECOVERED THIS DATE.
 AB0009
 AB0009                          STATION RECOVERY (1987)
 AB0009
 AB0009'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0009'MARK NOT FOUND.
 AB0009
 AB0009                          STATION RECOVERY (1990)
 AB0009
 AB0009'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0520 ***********************************************************************
 BY0520  DESIGNATION -  R 100
 BY0520  PID         -  BY0520
 BY0520  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0520  USGS QUAD   -  VEACH (1984)
 BY0520
 BY0520                         *CURRENT SURVEY CONTROL
 BY0520  ___________________________________________________________________
 BY0520* NAD 83(1986)-  31 09 22.     (N)    094 10 53.     (W)     SCALED    
 BY0520* NAVD 88     -        77.51   (+/-2cm)     254.3    (feet)  VERTCON   
 BY0520  ___________________________________________________________________
 BY0520  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BY0520
 BY0520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0520
 BY0520.The horizontal coordinates were scaled from a topographic map and have
 BY0520.an estimated accuracy of +/- 6 seconds.
 BY0520
 BY0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0520.The vertical order pertains to the NGVD 29 superseded value.
 BY0520
 BY0520.The geoid height was determined by GEOID03.
 BY0520
 BY0520;                    North         East    Units  Estimated Accuracy
 BY0520;SPC TX C     - 3,181,330.    1,286,210.      MT  (+/- 180 meters Scaled)
 BY0520
 BY0520                          SUPERSEDED SURVEY CONTROL
 BY0520
 BY0520  NGVD 29 (??/??/92)   77.530  (m)          254.36   (f) ADJ UNCH    2 0
 BY0520
 BY0520.Superseded values are not recommended for survey control.
 BY0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0520.See file dsdata.txt to determine how the superseded data were derived.
 BY0520
 BY0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ873475(NAD 83)
 BY0520_MARKER: DB = BENCH MARK DISK
 BY0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0520_STAMPING: R 100 1952
 BY0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0520+STABILITY: SURFACE MOTION
 BY0520
 BY0520  HISTORY     - Date     Condition        Report By
 BY0520  HISTORY     - 1952     MONUMENTED       CGS
 BY0520
 BY0520                          STATION DESCRIPTION
 BY0520
 BY0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0520'16.2 MI NW FROM BROOKELAND.
 BY0520'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0520'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0520'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 4.7 MILES
 BY0520'NORTHWEST ALONG FOREST ROAD 304, THENCE 3.65 MILES SOUTHWEST ALONG
 BY0520'FOREST ROAD 318, THENCE 0.7 MILE NORTHWEST ALONG FOREST ROAD 318,
 BY0520'THENCE 0.55 MILE NORTHWEST ALONG A WINDING WOODS ROAD, ON TOP OF A
 BY0520'SMALL KNOLL, 40 FEET WEST OF A FORKED ASH TREE, 17 FEET WEST OF THE
 BY0520'CENTER LINE OF THE ROAD, 1.2 FEET NORTH OF A WITNESS POST, SET IN THE
 BY0520'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0963 ***********************************************************************
 AY0963  DESIGNATION -  R 1000
 AY0963  PID         -  AY0963
 AY0963  STATE/COUNTY-  TX/BEXAR
 AY0963  USGS QUAD   -  CASTLE HILLS (1992)
 AY0963
 AY0963                         *CURRENT SURVEY CONTROL
 AY0963  ___________________________________________________________________
 AY0963* NAD 83(1986)-  29 34 21.     (N)    098 37 01.     (W)     SCALED    
 AY0963* NAVD 88     -       286.825  (meters)     941.02   (feet)  POSTED    
 AY0963  ___________________________________________________________________
 AY0963  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AY0963  DYNAMIC HT  -         286.400 (meters)     939.63  (feet)  COMP
 AY0963  MODELED GRAV-     979,168.5   (mgal)                       NAVD 88
 AY0963
 AY0963  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0963
 AY0963.The horizontal coordinates were scaled from a topographic map and have
 AY0963.an estimated accuracy of +/- 6 seconds.
 AY0963
 AY0963.The orthometric height was determined by differential leveling
 AY0963.and adjusted by the National Geodetic Survey in 1992..
 AY0963.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0963.rate of 0.0 thru 1.0 mm/km.
 AY0963
 AY0963.The geoid height was determined by GEOID03.
 AY0963
 AY0963.The dynamic height is computed by dividing the NAVD 88
 AY0963.geopotential number by the normal gravity value computed on the
 AY0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0963.degrees latitude (g = 980.6199 gals.).
 AY0963
 AY0963.The modeled gravity was interpolated from observed gravity values.
 AY0963
 AY0963;                    North         East    Units  Estimated Accuracy
 AY0963;SPC TXSC     - 4,192,810.      637,110.      MT  (+/- 180 meters Scaled)
 AY0963
 AY0963                          SUPERSEDED SURVEY CONTROL
 AY0963
 AY0963  NGVD 29 (??/??/92)  286.702  (m)          940.62   (f) ADJ UNCH    1 2
 AY0963
 AY0963.Superseded values are not recommended for survey control.
 AY0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0963.See file dsdata.txt to determine how the superseded data were derived.
 AY0963
 AY0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT371714(NAD 83)
 AY0963_MARKER: DB = BENCH MARK DISK
 AY0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0963_STAMPING: R 1000 1953
 AY0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0963+STABILITY: SURFACE MOTION
 AY0963
 AY0963  HISTORY     - Date     Condition        Report By
 AY0963  HISTORY     - 1953     MONUMENTED       CGS
 AY0963  HISTORY     - 1970     MARK NOT FOUND   NGS
 AY0963  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 AY0963
 AY0963                          STATION DESCRIPTION
 AY0963
 AY0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0963'8.3 MI NE FROM SAN ANTONIO.
 AY0963'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM LEON VALLEY SCHOOL AT
 AY0963'SAN ANTONIO, BEXAR COUNTY, THENCE 4.2 MILES NORTHEAST ALONG HAUSMAN
 AY0963'ROAD.  AT THE JUNCTION OF A PRIVATE ROAD, 25 FEET NORTH OF THE
 AY0963'CENTERLINE OF HAUSMAN ROAD, 21 FEET EAST OF THE CENTERLINE OF THE
 AY0963'PRIVATE ROAD, 21 FEET EAST OF THE CENTER OF A GATE, 5 FEET NORTH OF A
 AY0963'FENCE, AND 3.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A
 AY0963'STANDARD DISK, STAMPED R 1000 1953 AND SET IN THE TOP OF A CONCRETE
 AY0963'POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- THE ROAD RIGHT-OF-WAY
 AY0963'HAS BEEN WIDENED AT SITE OF MARK.  THE ORIGINAL DISTANCE FROM THE
 AY0963'CENTER LINE OF HAUSMAN ROAD PUT THE MARK TO BE IN THE GRADER DITCH.
 AY0963
 AY0963                          STATION RECOVERY (1995)
 AY0963
 AY0963'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0367 ***********************************************************************
 AY0367  DESIGNATION -  R 1002
 AY0367  PID         -  AY0367
 AY0367  STATE/COUNTY-  TX/BEXAR
 AY0367  USGS QUAD   -  ELMENDORF (1992)
 AY0367
 AY0367                         *CURRENT SURVEY CONTROL
 AY0367  ___________________________________________________________________
 AY0367* NAD 83(1986)-  29 19 36.     (N)    098 21 03.     (W)     SCALED    
 AY0367* NAVD 88     -       150.392  (meters)     493.41   (feet)  POSTED    
 AY0367  ___________________________________________________________________
 AY0367  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0367  DYNAMIC HT  -         150.170 (meters)     492.68  (feet)  COMP
 AY0367  MODELED GRAV-     979,193.4   (mgal)                       NAVD 88
 AY0367
 AY0367  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY0367
 AY0367.The horizontal coordinates were scaled from a topographic map and have
 AY0367.an estimated accuracy of +/- 6 seconds.
 AY0367
 AY0367.The orthometric height was determined by differential leveling
 AY0367.and adjusted by the National Geodetic Survey in 1992..
 AY0367.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY0367.rate of 3.1 thru 4.0 mm/km.
 AY0367
 AY0367.The geoid height was determined by GEOID03.
 AY0367
 AY0367.The dynamic height is computed by dividing the NAVD 88
 AY0367.geopotential number by the normal gravity value computed on the
 AY0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0367.degrees latitude (g = 980.6199 gals.).
 AY0367
 AY0367.The modeled gravity was interpolated from observed gravity values.
 AY0367
 AY0367;                    North         East    Units  Estimated Accuracy
 AY0367;SPC TXSC     - 4,165,680.      663,050.      MT  (+/- 180 meters Scaled)
 AY0367
 AY0367                          SUPERSEDED SURVEY CONTROL
 AY0367
 AY0367  NGVD 29 (??/??/92)  150.288  (m)          493.07   (f) ADJ UNCH    1 2
 AY0367
 AY0367.Superseded values are not recommended for survey control.
 AY0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0367.See file dsdata.txt to determine how the superseded data were derived.
 AY0367
 AY0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT630443(NAD 83)
 AY0367_MARKER: DB = BENCH MARK DISK
 AY0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0367_SP_SET: BRIDGE
 AY0367_STAMPING: R 1002 1953
 AY0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0367
 AY0367  HISTORY     - Date     Condition        Report By
 AY0367  HISTORY     - 1953     MONUMENTED       CGS
 AY0367  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0367  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0367  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0367
 AY0367                          STATION DESCRIPTION
 AY0367
 AY0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0367'5.7 MI E FROM SAN ANTONIO.
 AY0367'2.0 MILES NORTHEAST ALONG W.W. WHITE ROAD FROM THE HIGHLAND SCHOOL AT
 AY0367'SAN ANTONIO, THENCE 1.9 MILES EAST ALONG CACIAS ROAD, THENCE 1.8 MILES
 AY0367'SOUTHEAST ALONG FOSTER ROAD, 10 FEET SOUTHWEST OF THE CENTER LINE OF
 AY0367'FOSTER ROAD, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 AY0367'GUARD RAIL OF A CONCRETE BRIDGE OVER A CREEK.
 AY0367
 AY0367                          STATION RECOVERY (1967)
 AY0367
 AY0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0367'MARK NOT FOUND.
 AY0367
 AY0367                          STATION RECOVERY (1999)
 AY0367
 AY0367'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0367'MARK NOT FOUND.
 AY0367
 AY0367                          STATION RECOVERY (2004)
 AY0367
 AY0367'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1067 ***********************************************************************
 AY1067  DESIGNATION -  R 1003
 AY1067  PID         -  AY1067
 AY1067  STATE/COUNTY-  TX/KENDALL
 AY1067  USGS QUAD   -  BOERNE (1982)
 AY1067
 AY1067                         *CURRENT SURVEY CONTROL
 AY1067  ___________________________________________________________________
 AY1067* NAD 83(1986)-  29 48 21.     (N)    098 39 12.     (W)     SCALED    
 AY1067* NAVD 88     -       437.073  (meters)    1433.96   (feet)  ADJUSTED  
 AY1067  ___________________________________________________________________
 AY1067  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AY1067  DYNAMIC HT  -         436.438 (meters)    1431.88  (feet)  COMP
 AY1067  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 AY1067
 AY1067  VERT ORDER  -  SECOND    CLASS 0
 AY1067
 AY1067.The horizontal coordinates were scaled from a topographic map and have
 AY1067.an estimated accuracy of +/- 6 seconds.
 AY1067
 AY1067.The orthometric height was determined by differential leveling
 AY1067.and adjusted by the National Geodetic Survey in June 1991..
 AY1067
 AY1067.The geoid height was determined by GEOID03.
 AY1067
 AY1067.The dynamic height is computed by dividing the NAVD 88
 AY1067.geopotential number by the normal gravity value computed on the
 AY1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1067.degrees latitude (g = 980.6199 gals.).
 AY1067
 AY1067.The modeled gravity was interpolated from observed gravity values.
 AY1067
 AY1067;                    North         East    Units  Estimated Accuracy
 AY1067;SPC TXSC     - 4,218,660.      633,510.      MT  (+/- 180 meters Scaled)
 AY1067
 AY1067                          SUPERSEDED SURVEY CONTROL
 AY1067
 AY1067  NGVD 29 (??/??/92)  436.971  (m)         1433.63   (f) ADJ UNCH    2 0
 AY1067
 AY1067.Superseded values are not recommended for survey control.
 AY1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1067.See file dsdata.txt to determine how the superseded data were derived.
 AY1067
 AY1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT335973(NAD 83)
 AY1067_MARKER: DB = BENCH MARK DISK
 AY1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1067_STAMPING: R 1003 1953
 AY1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1067+STABILITY: SURFACE MOTION
 AY1067
 AY1067  HISTORY     - Date     Condition        Report By
 AY1067  HISTORY     - 1953     MONUMENTED       CGS
 AY1067  HISTORY     - 1964     GOOD             USGS
 AY1067  HISTORY     - 1990     GOOD             USPSQD
 AY1067  HISTORY     - 19940302 GOOD             USPSQD
 AY1067
 AY1067                          STATION DESCRIPTION
 AY1067
 AY1067'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AY1067'5.1 MI E FROM BOERNE.
 AY1067'5.1 MILES EAST ALONG TEXAS HWY. 46 FROM ITS JUNCTION WITH U.S. HIGHWAY
 AY1067'87 AT BOERNE, 0.15 MILE SOUTHWEST OF THE TOP OF A HILL, 49 FEET
 AY1067'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 112 FEET SOUTHWEST OF
 AY1067'TWIN OAK TREES, 2 FEET NORTHWEST OF A BOARD FENCE, 2 FEET SOUTHWEST OF
 AY1067'A WITNESS POST, SET IN TOP OF CONCRETE POST WHICH PROJECTS 0.5 FOOT
 AY1067'ABOVE GROUND.
 AY1067
 AY1067                          STATION RECOVERY (1990)
 AY1067
 AY1067'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1067'RECOVERED IN GOOD CONDITION.
 AY1067
 AY1067                          STATION RECOVERY (1994)
 AY1067
 AY1067'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1082 ***********************************************************************
 AY1082  DESIGNATION -  R 1004
 AY1082  PID         -  AY1082
 AY1082  STATE/COUNTY-  TX/KENDALL
 AY1082  USGS QUAD   -  RANGER CREEK (1982)
 AY1082
 AY1082                         *CURRENT SURVEY CONTROL
 AY1082  ___________________________________________________________________
 AY1082* NAD 83(1986)-  29 46 15.     (N)    098 46 36.     (W)     SCALED    
 AY1082* NAVD 88     -       485.375  (meters)    1592.43   (feet)  ADJUSTED  
 AY1082  ___________________________________________________________________
 AY1082  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AY1082  DYNAMIC HT  -         484.665 (meters)    1590.11  (feet)  COMP
 AY1082  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 AY1082
 AY1082  VERT ORDER  -  SECOND    CLASS 0
 AY1082
 AY1082.The horizontal coordinates were scaled from a topographic map and have
 AY1082.an estimated accuracy of +/- 6 seconds.
 AY1082
 AY1082.The orthometric height was determined by differential leveling
 AY1082.and adjusted by the National Geodetic Survey in June 1991..
 AY1082
 AY1082.The geoid height was determined by GEOID03.
 AY1082
 AY1082.The dynamic height is computed by dividing the NAVD 88
 AY1082.geopotential number by the normal gravity value computed on the
 AY1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1082.degrees latitude (g = 980.6199 gals.).
 AY1082
 AY1082.The modeled gravity was interpolated from observed gravity values.
 AY1082
 AY1082;                    North         East    Units  Estimated Accuracy
 AY1082;SPC TXSC     - 4,214,750.      621,600.      MT  (+/- 180 meters Scaled)
 AY1082
 AY1082                          SUPERSEDED SURVEY CONTROL
 AY1082
 AY1082  NGVD 29 (??/??/92)  485.273  (m)         1592.10   (f) ADJ UNCH    2 0
 AY1082
 AY1082.Superseded values are not recommended for survey control.
 AY1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1082.See file dsdata.txt to determine how the superseded data were derived.
 AY1082
 AY1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT215934(NAD 83)
 AY1082_MARKER: DB = BENCH MARK DISK
 AY1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1082_STAMPING: R 1004 1953
 AY1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1082+STABILITY: SURFACE MOTION
 AY1082
 AY1082  HISTORY     - Date     Condition        Report By
 AY1082  HISTORY     - 1953     MONUMENTED       CGS
 AY1082  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1082  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY1082
 AY1082                          STATION DESCRIPTION
 AY1082
 AY1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1082'4.25 MI SW FROM BOERNE.
 AY1082'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1082'THENCE 3.35 MILES SOUTHWEST ALONG A FARM ROAD WHICH IS NOW UNDER
 AY1082'CONSTRUCTION, ON THE OUTSIDE OF A CURVE IN THE ROAD, 38 FEET NORTH OF
 AY1082'THE CENTER LINE OF THE ROAD, 8 FEET WEST OF A TELEPHONE POLE, 2.6 FEET
 AY1082'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1082'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY1082
 AY1082                          STATION RECOVERY (1990)
 AY1082
 AY1082'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1082'MARK NOT FOUND.
 AY1082
 AY1082                          STATION RECOVERY (1994)
 AY1082
 AY1082'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0927 ***********************************************************************
 AY0927  DESIGNATION -  R 1005
 AY0927  PID         -  AY0927
 AY0927  STATE/COUNTY-  TX/KENDALL
 AY0927  USGS QUAD   -  RANGER CREEK (1982)
 AY0927
 AY0927                         *CURRENT SURVEY CONTROL
 AY0927  ___________________________________________________________________
 AY0927* NAD 83(1986)-  29 50 03.     (N)    098 46 22.     (W)     SCALED    
 AY0927* NAVD 88     -       470.581  (meters)    1543.90   (feet)  POSTED    
 AY0927  ___________________________________________________________________
 AY0927  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AY0927  DYNAMIC HT  -         469.900 (meters)    1541.66  (feet)  COMP
 AY0927  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 AY0927
 AY0927  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0927
 AY0927.The horizontal coordinates were scaled from a topographic map and have
 AY0927.an estimated accuracy of +/- 6 seconds.
 AY0927
 AY0927.The orthometric height was determined by differential leveling
 AY0927.and adjusted by the National Geodetic Survey in 1992..
 AY0927.No vertical observational check was made to the station.
 AY0927.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0927.was located on a no-check spur therefore a value was not computed.
 AY0927
 AY0927.The geoid height was determined by GEOID03.
 AY0927
 AY0927.The dynamic height is computed by dividing the NAVD 88
 AY0927.geopotential number by the normal gravity value computed on the
 AY0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0927.degrees latitude (g = 980.6199 gals.).
 AY0927
 AY0927.The modeled gravity was interpolated from observed gravity values.
 AY0927
 AY0927;                    North         East    Units  Estimated Accuracy
 AY0927;SPC TXSC     - 4,221,770.      621,960.      MT  (+/- 180 meters Scaled)
 AY0927
 AY0927                          SUPERSEDED SURVEY CONTROL
 AY0927
 AY0927  NGVD 29 (??/??/92)  470.473  (m)         1543.54   (f) ADJ UNCH    1 2
 AY0927
 AY0927.Superseded values are not recommended for survey control.
 AY0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0927.See file dsdata.txt to determine how the superseded data were derived.
 AY0927
 AY0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU219004(NAD 83)
 AY0927_MARKER: DB = BENCH MARK DISK
 AY0927_SETTING: 80 = SET IN A BOULDER
 AY0927_SP_SET: BOULDER
 AY0927_STAMPING: R 1005 1953
 AY0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0927+STABILITY: SURFACE MOTION
 AY0927
 AY0927  HISTORY     - Date     Condition        Report By
 AY0927  HISTORY     - 1953     MONUMENTED       CGS
 AY0927  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0927  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY0927
 AY0927                          STATION DESCRIPTION
 AY0927
 AY0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0927'4.0 MI NW FROM BOERNE.
 AY0927'4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 AY0927'BOERNE, 0.2 MILE SOUTH OF A ROCK HOUSE, AT THE BOERNE AIRPORT, AT THE
 AY0927'SOUTHEAST END OF THE NORTHWEST AND SOUTHEAST RUNWAY, 56 FEET NORTHWEST
 AY0927'OF AN 18 INCH OAK TREE WHICH HAS A WIND SOCK ON IT, 26 FEET SOUTHEAST
 AY0927'OF AN 18 INCH OAK TREE, 62 FEET NORTHWEST OF AN OLD GAS PUMP, 80 FEET
 AY0927'NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY, 0.2 FOOT ABOVE THE
 AY0927'GROUND, SET IN THE TOP OF A LARGE BOULDER.
 AY0927
 AY0927                          STATION RECOVERY (1990)
 AY0927
 AY0927'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0927'MARK NOT FOUND.
 AY0927
 AY0927                          STATION RECOVERY (1994)
 AY0927
 AY0927'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3706 ***********************************************************************
 AW3706  DESIGNATION -  R 1006
 AW3706  PID         -  AW3706
 AW3706  STATE/COUNTY-  TX/HARRIS
 AW3706  USGS QUAD   -  PASADENA (1995)
 AW3706
 AW3706                         *CURRENT SURVEY CONTROL
 AW3706  ___________________________________________________________________
 AW3706* NAD 83(1986)-  29 43 12.     (N)    095 14 52.     (W)     SCALED    
 AW3706* NAVD 88     -         4.42   (+/-2cm)      14.5    (feet)  VERTCON   
 AW3706  ___________________________________________________________________
 AW3706  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3706
 AW3706  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3706
 AW3706.The horizontal coordinates were scaled from a topographic map and have
 AW3706.an estimated accuracy of +/- 6 seconds.
 AW3706
 AW3706.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3706.The vertical order pertains to the NGVD 29 superseded value.
 AW3706
 AW3706.The geoid height was determined by GEOID03.
 AW3706
 AW3706;                    North         East    Units  Estimated Accuracy
 AW3706;SPC TXSC     - 4,214,920.      962,950.      MT  (+/- 180 meters Scaled)
 AW3706
 AW3706                          SUPERSEDED SURVEY CONTROL
 AW3706
 AW3706  NGVD 29 (??/??/92)    4.413  (m)           14.48   (f) ADJ UNCH    1 2
 AW3706
 AW3706.Superseded values are not recommended for survey control.
 AW3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3706.See file dsdata.txt to determine how the superseded data were derived.
 AW3706
 AW3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN825898(NAD 83)
 AW3706_MARKER: DB = BENCH MARK DISK
 AW3706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3706_SP_SET: BULKHEAD
 AW3706_STAMPING: R 1006 1953
 AW3706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3706
 AW3706  HISTORY     - Date     Condition        Report By
 AW3706  HISTORY     - 1953     MONUMENTED       CGS
 AW3706  HISTORY     - 1964     GOOD             NGS
 AW3706
 AW3706                          STATION DESCRIPTION
 AW3706
 AW3706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3706'2.75 MI W FROM PASADENA.
 AW3706'ABOUT 2.3 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH END
 AW3706'OF THE WASHBURN TUNNEL AT PASADENA, THENCE 0.45 MILE WEST ACROSS THE
 AW3706'SHIP CHANNEL TO THE MANCHESTER TERMINAL CORPORATION, ABOUT 0.15 MILE
 AW3706'NORTHEAST OF A WATER TOWER, 15 FEET SOUTHWEST OF THE NORTH CORNER OF A
 AW3706'CONCRETE DOCK, SET IN THE TOP OF THE NORTHWEST CONCRETE BULKHEAD OF
 AW3706'THE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3756 ***********************************************************************
 AW3756  DESIGNATION -  R 1007
 AW3756  PID         -  AW3756
 AW3756  STATE/COUNTY-  TX/HARRIS
 AW3756  USGS QUAD   -  PARK PLACE (1995)
 AW3756
 AW3756                         *CURRENT SURVEY CONTROL
 AW3756  ___________________________________________________________________
 AW3756* NAD 83(1986)-  29 44 38.     (N)    095 17 17.     (W)     SCALED    
 AW3756* NAVD 88     -         7.56   (+/-2cm)      24.8    (feet)  VERTCON   
 AW3756  ___________________________________________________________________
 AW3756  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW3756
 AW3756  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3756
 AW3756.The horizontal coordinates were scaled from a topographic map and have
 AW3756.an estimated accuracy of +/- 6 seconds.
 AW3756
 AW3756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3756.The vertical order pertains to the NGVD 29 superseded value.
 AW3756
 AW3756.The geoid height was determined by GEOID03.
 AW3756
 AW3756;                    North         East    Units  Estimated Accuracy
 AW3756;SPC TXSC     - 4,217,440.      958,970.      MT  (+/- 180 meters Scaled)
 AW3756
 AW3756                          SUPERSEDED SURVEY CONTROL
 AW3756
 AW3756  NGVD 29 (??/??/92)    7.553  (m)           24.78   (f) ADJ UNCH    1 2
 AW3756
 AW3756.Superseded values are not recommended for survey control.
 AW3756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3756.See file dsdata.txt to determine how the superseded data were derived.
 AW3756
 AW3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN787925(NAD 83)
 AW3756_MARKER: DB = BENCH MARK DISK
 AW3756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3756_SP_SET: FOUNDATION
 AW3756_STAMPING: R 1007 1954
 AW3756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3756
 AW3756  HISTORY     - Date     Condition        Report By
 AW3756  HISTORY     - 1954     MONUMENTED       CGS
 AW3756  HISTORY     - 1964     GOOD             NGS
 AW3756  HISTORY     - 1973     GOOD             NGS
 AW3756  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW3756  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW3756
 AW3756                          STATION DESCRIPTION
 AW3756
 AW3756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3756'IN HOUSTON.
 AW3756'ABOUT 0.7 MILE WEST ALONG A PAVED ROAD FROM THE NEW PORT TERMINAL
 AW3756'BUILDING ON THE NORTHEAST SIDE OF THE TURNING BASIN FOR THE HOUSTON
 AW3756'SHIP CHANNEL, THENCE 0.55 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS
 AW3756'RAILROAD, THENCE 0.4 MILE EAST ALONG SOUTH HARBOR DRIVE, ABOUT 0.3
 AW3756'MILE SOUTH OF THE DOCKS ON THE SOUTH SIDE OF THE TURNING BASIN, AT THE
 AW3756'INTERSECTION OF 75TH STREET, 39 FEET WEST OF THE CENTER LINE OF 75TH
 AW3756'STREET, 31 FEET SOUTH OF THE CENTER LINE OF SOUTH HARBOR DRIVE, SET IN
 AW3756'THE TOP OF THE CONCRETE LEDGE OF THE FOUNDATION OF A STORE BUILDING,
 AW3756'ABOUT 1 FOOT NORTH OF THE NORTH WALL OF THE BUILDING, AND 1 FOOT ABOVE
 AW3756'THE LEVEL OF A SIDEWALK.
 AW3756
 AW3756                          STATION RECOVERY (1973)
 AW3756
 AW3756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3756'RECOVERED IN GOOD CONDITION.
 AW3756
 AW3756                          STATION RECOVERY (1995)
 AW3756
 AW3756'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3756'MARK NOT FOUND.
 AW3756
 AW3756                          STATION RECOVERY (2004)
 AW3756
 AW3756'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1808 ***********************************************************************
 AW1808  DESIGNATION -  R 1008
 AW1808  PID         -  AW1808
 AW1808  STATE/COUNTY-  TX/HARRIS
 AW1808  USGS QUAD   -  SATSUMA (1982)
 AW1808
 AW1808                         *CURRENT SURVEY CONTROL
 AW1808  ___________________________________________________________________
 AW1808* NAD 83(1986)-  29 53 16.     (N)    095 34 55.     (W)     SCALED    
 AW1808* NAVD 88     -        34.468  (meters)     113.08   (feet)  ADJUSTED  
 AW1808  ___________________________________________________________________
 AW1808  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1808  DYNAMIC HT  -          34.422 (meters)     112.93  (feet)  COMP
 AW1808  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 AW1808
 AW1808  VERT ORDER  -  FIRST     CLASS II
 AW1808
 AW1808.The horizontal coordinates were scaled from a topographic map and have
 AW1808.an estimated accuracy of +/- 6 seconds.
 AW1808
 AW1808.The orthometric height was determined by differential leveling
 AW1808.and adjusted by the National Geodetic Survey in June 1991..
 AW1808
 AW1808.The geoid height was determined by GEOID03.
 AW1808
 AW1808.The dynamic height is computed by dividing the NAVD 88
 AW1808.geopotential number by the normal gravity value computed on the
 AW1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1808.degrees latitude (g = 980.6199 gals.).
 AW1808
 AW1808.The modeled gravity was interpolated from observed gravity values.
 AW1808
 AW1808;                    North         East    Units  Estimated Accuracy
 AW1808;SPC TXSC     - 4,232,510.      930,090.      MT  (+/- 180 meters Scaled)
 AW1808
 AW1808                          SUPERSEDED SURVEY CONTROL
 AW1808
 AW1808  NGVD 29 (12/23/87)   34.462  (m)          113.06   (f) ADJUSTED    1 2
 AW1808
 AW1808.Superseded values are not recommended for survey control.
 AW1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1808.See file dsdata.txt to determine how the superseded data were derived.
 AW1808
 AW1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP506091(NAD 83)
 AW1808_MARKER: DB = BENCH MARK DISK
 AW1808_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1808_SP_SET: HEADWALL
 AW1808_STAMPING: R 1008 1954
 AW1808_MARK LOGO: CGS   
 AW1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1808+STABILITY: SURFACE MOTION
 AW1808
 AW1808  HISTORY     - Date     Condition        Report By
 AW1808  HISTORY     - 1954     MONUMENTED       CGS
 AW1808  HISTORY     - 1973     GOOD             NGS
 AW1808  HISTORY     - 1978     GOOD             DOD
 AW1808  HISTORY     - 1978     GOOD             NGS
 AW1808  HISTORY     - 1986     GOOD             NGS
 AW1808  HISTORY     - 1987     GOOD             USPSQD
 AW1808  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW1808  HISTORY     - 19940326 GOOD             USPSQD
 AW1808
 AW1808                          STATION DESCRIPTION
 AW1808
 AW1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1808'3.2 MI NW FROM FAIRBANKS.
 AW1808'ABOUT 3.2 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1808'FAIRBANKS, 0.25 MILE SOUTHEAST OF THE JUNCTION OF JONES RD. AND US
 AW1808'HIGHWAY 90, 89 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE
 AW1808'OF THE HIGHWAY, 5.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AW1808'SOUTHERN PACIFIC RAILROAD, AND SET IN THE TOP OF AND THE CENTER OF THE
 AW1808'NORTHEAST CONCRETE HEADWALL OF A LARGE DOUBLE CHANNEL CULVERT, AND
 AW1808'ABOUT 3 FEET BELOW THE THE LEVEL OF THE RAILS.
 AW1808
 AW1808                          STATION RECOVERY (1978)
 AW1808
 AW1808'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1808'RECOVERED IN GOOD CONDITION.
 AW1808
 AW1808                          STATION RECOVERY (1978)
 AW1808
 AW1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1808'RECOVERED IN GOOD CONDITION.
 AW1808
 AW1808                          STATION RECOVERY (1986)
 AW1808
 AW1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1808'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.2 KM (3.25
 AW1808'MI) NORTHWESTERLY ALONG HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1808'FAIRBANKS.
 AW1808
 AW1808                          STATION RECOVERY (1987)
 AW1808
 AW1808'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1808'RECOVERED IN GOOD CONDITION.
 AW1808
 AW1808                          STATION RECOVERY (1991)
 AW1808
 AW1808'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1808'MARK NOT FOUND.
 AW1808
 AW1808                          STATION RECOVERY (1994)
 AW1808
 AW1808'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1908 ***********************************************************************
 AW1908  DESIGNATION -  R 1009
 AW1908  PID         -  AW1908
 AW1908  STATE/COUNTY-  TX/HARRIS
 AW1908  USGS QUAD   -  WARREN LAKE (1980)
 AW1908
 AW1908                         *CURRENT SURVEY CONTROL
 AW1908  ___________________________________________________________________
 AW1908* NAD 83(1986)-  29 58 52.     (N)    095 48 32.     (W)     SCALED    
 AW1908* NAVD 88     -        54.794  (meters)     179.77   (feet)  ADJUSTED  
 AW1908  ___________________________________________________________________
 AW1908  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW1908  DYNAMIC HT  -          54.719 (meters)     179.52  (feet)  COMP
 AW1908  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 AW1908
 AW1908  VERT ORDER  -  FIRST     CLASS II
 AW1908
 AW1908.The horizontal coordinates were scaled from a topographic map and have
 AW1908.an estimated accuracy of +/- 6 seconds.
 AW1908
 AW1908.The orthometric height was determined by differential leveling
 AW1908.and adjusted by the National Geodetic Survey in June 1991..
 AW1908
 AW1908.The geoid height was determined by GEOID03.
 AW1908
 AW1908.The dynamic height is computed by dividing the NAVD 88
 AW1908.geopotential number by the normal gravity value computed on the
 AW1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1908.degrees latitude (g = 980.6199 gals.).
 AW1908
 AW1908.The modeled gravity was interpolated from observed gravity values.
 AW1908
 AW1908;                    North         East    Units  Estimated Accuracy
 AW1908;SPC TXSC     - 4,242,240.      907,900.      MT  (+/- 180 meters Scaled)
 AW1908
 AW1908                          SUPERSEDED SURVEY CONTROL
 AW1908
 AW1908  NGVD 29 (12/23/87)   54.786  (m)          179.74   (f) ADJUSTED    1 2
 AW1908
 AW1908.Superseded values are not recommended for survey control.
 AW1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1908.See file dsdata.txt to determine how the superseded data were derived.
 AW1908
 AW1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289200(NAD 83)
 AW1908_MARKER: DB = BENCH MARK DISK
 AW1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1908_SP_SET: CONCRETE POST
 AW1908_STAMPING: R 1009 1954
 AW1908_MARK LOGO: CGS   
 AW1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1908+STABILITY: SURFACE MOTION
 AW1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1908+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW1908
 AW1908  HISTORY     - Date     Condition        Report By
 AW1908  HISTORY     - 1954     MONUMENTED       CGS
 AW1908  HISTORY     - 1973     GOOD             NGS
 AW1908  HISTORY     - 1978     GOOD             NGS
 AW1908  HISTORY     - 1986     GOOD             NGS
 AW1908  HISTORY     - 1987     GOOD             USPSQD
 AW1908  HISTORY     - 1987     GOOD             USPSQD
 AW1908  HISTORY     - 19931106 GOOD             USPSQD
 AW1908  HISTORY     - 20041013 GOOD             USPSQD
 AW1908  HISTORY     - 20051026 GOOD             USPSQD
 AW1908
 AW1908                          STATION DESCRIPTION
 AW1908
 AW1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1908'4.7 MI SE FROM HOCKLEY.
 AW1908'ABOUT 2 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF US
 AW1908'HIGHWAY 290 AND HEGAR RD., THENCE 2.7 MILES SOUTH ALONG KATY-HOCKLEY
 AW1908'RD., 37.6 FEET EAST OF THE CENTER LINE OF THE ROAD, 15.6 FEET NORTH OF
 AW1908'THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 7.7 FEET EAST OF A
 AW1908'NORTH-SOUTH FENCE, 1.6 FEET SOUTH OF AN EAST-WEST FENCE, 1/2-FOOT
 AW1908'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW1908'PROJECTING 0.2 FOOT.
 AW1908
 AW1908                          STATION RECOVERY (1978)
 AW1908
 AW1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1908'RECOVERED IN GOOD CONDITION.
 AW1908
 AW1908                          STATION RECOVERY (1986)
 AW1908
 AW1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1908'RECOVERED IN GOOD CONDITION.
 AW1908
 AW1908                          STATION RECOVERY (1987)
 AW1908
 AW1908'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1908'RECOVERED IN GOOD CONDITION.
 AW1908
 AW1908                          STATION RECOVERY (1987)
 AW1908
 AW1908'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1908'RECOVERED IN GOOD CONDITION.
 AW1908
 AW1908                          STATION RECOVERY (1993)
 AW1908
 AW1908'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1908'RECOVERED IN GOOD CONDITION.
 AW1908
 AW1908                          STATION RECOVERY (2004)
 AW1908
 AW1908'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1908'RECOVERED IN GOOD CONDITION.
 AW1908
 AW1908                          STATION RECOVERY (2005)
 AW1908
 AW1908'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1908'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0100 ***********************************************************************
 BL0100  DESIGNATION -  R 101
 BL0100  PID         -  BL0100
 BL0100  STATE/COUNTY-  TX/JASPER
 BL0100  USGS QUAD   -  JASPER WEST (1984)
 BL0100
 BL0100                         *CURRENT SURVEY CONTROL
 BL0100  ___________________________________________________________________
 BL0100* NAD 83(1986)-  30 59 41.     (N)    094 05 08.     (W)     SCALED    
 BL0100* NAVD 88     -       113.62   (+/-2cm)     372.8    (feet)  VERTCON   
 BL0100  ___________________________________________________________________
 BL0100  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0100
 BL0100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0100
 BL0100.The horizontal coordinates were scaled from a topographic map and have
 BL0100.an estimated accuracy of +/- 6 seconds.
 BL0100
 BL0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0100.The vertical order pertains to the NGVD 29 superseded value.
 BL0100
 BL0100.The geoid height was determined by GEOID03.
 BL0100
 BL0100;                    North         East    Units  Estimated Accuracy
 BL0100;SPC TX C     - 3,163,970.    1,296,340.      MT  (+/- 180 meters Scaled)
 BL0100
 BL0100                          SUPERSEDED SURVEY CONTROL
 BL0100
 BL0100  NGVD 29 (??/??/92)  113.618  (m)          372.76   (f) ADJ UNCH    2 0
 BL0100
 BL0100.Superseded values are not recommended for survey control.
 BL0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0100.See file dsdata.txt to determine how the superseded data were derived.
 BL0100
 BL0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ963295(NAD 83)
 BL0100_MARKER: DB = BENCH MARK DISK
 BL0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0100_STAMPING: R 101 1952
 BL0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0100+STABILITY: SURFACE MOTION
 BL0100
 BL0100  HISTORY     - Date     Condition        Report By
 BL0100  HISTORY     - 1952     MONUMENTED       CGS
 BL0100  HISTORY     - 1978     GOOD             USGS
 BL0100
 BL0100                          STATION DESCRIPTION
 BL0100
 BL0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0100'12.45 MI NW FROM JASPER.
 BL0100'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0100'THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY 63, THENCE 0.95 MILE EAST
 BL0100'ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE NORTHEAST ALONG FARM ROAD
 BL0100'254, THENCE 2.8 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 0.1 MILE
 BL0100'NORTHEAST OF A DIRT ROAD LEADING NORTHWEST, 57 FEET NORTH OF THE
 BL0100'CENTER LINE OF A DIRT ROAD, AT THE EAST END OF A SANDY RAVINE, 79 FEET
 BL0100'NORTH OF A FENCE, 1.2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 BL0100'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE GROUND.
 BL0100
 BL0100                          STATION RECOVERY (1978)
 BL0100
 BL0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0100'5.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE INTERSECTION OF
 BL0100'U.S. HIGHWAY 190 ON THE SOUTHWEST SIDE OF JASPER, THENCE 0.7 MILE
 BL0100'NORTH ON FARM ROAD 254 TO THE GRAHAM CHURCH, THENCE 2.6 MILES NORTH
 BL0100'ALONG COUNTY ROAD TO WHERE THE ROAD TURNS EAST. 0.1 MILE NORTHEAST OF
 BL0100'A DIRT ROAD LEADING NORTHWEST, 114 FEET EAST AND 58 FEET NORTH OF A
 BL0100'WOODS ROAD LEADING NORTH, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 BL0100'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1702 ***********************************************************************
 AW1702  DESIGNATION -  R 1011
 AW1702  PID         -  AW1702
 AW1702  STATE/COUNTY-  TX/CHAMBERS
 AW1702  USGS QUAD   -  HIGH ISLAND (1994)
 AW1702
 AW1702                         *CURRENT SURVEY CONTROL
 AW1702  ___________________________________________________________________
 AW1702* NAD 83(1986)-  29 37 12.     (N)    094 22 41.     (W)     SCALED    
 AW1702* NAVD 88     -         1.06   (+/-2cm)       3.5    (feet)  VERTCON   
 AW1702  ___________________________________________________________________
 AW1702  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW1702
 AW1702  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1702
 AW1702.The horizontal coordinates were scaled from a topographic map and have
 AW1702.an estimated accuracy of +/- 6 seconds.
 AW1702
 AW1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1702.The vertical order pertains to the NGVD 29 superseded value.
 AW1702
 AW1702.The geoid height was determined by GEOID03.
 AW1702
 AW1702;                    North         East    Units  Estimated Accuracy
 AW1702;SPC TXSC     - 4,206,850.    1,047,470.      MT  (+/- 180 meters Scaled)
 AW1702
 AW1702                          SUPERSEDED SURVEY CONTROL
 AW1702
 AW1702  NGVD 29 (??/??/92)    1.060  (m)            3.48   (f) ADJ UNCH    1 2
 AW1702
 AW1702.Superseded values are not recommended for survey control.
 AW1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1702.See file dsdata.txt to determine how the superseded data were derived.
 AW1702
 AW1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN665774(NAD 83)
 AW1702_MARKER: DB = BENCH MARK DISK
 AW1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1702_STAMPING: R 1011 1953
 AW1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1702+STABILITY: SURFACE MOTION
 AW1702
 AW1702  HISTORY     - Date     Condition        Report By
 AW1702  HISTORY     - 1953     MONUMENTED       CGS
 AW1702  HISTORY     - 1958     GOOD             NGS
 AW1702  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1702  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW1702  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1702  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW1702  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW1702
 AW1702                          STATION DESCRIPTION
 AW1702
 AW1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1702'4.25 MI N FROM HIGH ISLAND.
 AW1702'ABOUT 4.25 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW1702'HIGH ISLAND, 93 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4 1/2
 AW1702'POLES SOUTH OF THE GULF, COLORADO AND SANTA FE RAILROAD MILEPOST 38, 5
 AW1702'1/2 FEET WEST OF THE WEST RAIL, 6 FEET EAST OF THE EAST END OF A BOARD
 AW1702'WALK ACROSS A DRAINAGE DITCH, 2 FEET EAST OF A METAL WITNESS POST,
 AW1702'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AW1702'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW1702
 AW1702                          STATION RECOVERY (1978)
 AW1702
 AW1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1702'NOT RECOVERED.
 AW1702
 AW1702                          STATION RECOVERY (1996)
 AW1702
 AW1702'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1702'MARK NOT FOUND.
 AW1702
 AW1702                          STATION RECOVERY (2001)
 AW1702
 AW1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1702'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1702
 AW1702                          STATION RECOVERY (2004)
 AW1702
 AW1702'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1702'MARK NOT FOUND.
 AW1702
 AW1702                          STATION RECOVERY (2005)
 AW1702
 AW1702'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2784 ***********************************************************************
 AW2784  DESIGNATION -  R 1012
 AW2784  PID         -  AW2784
 AW2784  STATE/COUNTY-  TX/CHAMBERS
 AW2784  USGS QUAD   -  ANAHUAC (1993)
 AW2784
 AW2784                         *CURRENT SURVEY CONTROL
 AW2784  ___________________________________________________________________
 AW2784* NAD 83(1986)-  29 47 17.     (N)    094 37 57.     (W)     SCALED    
 AW2784* NAVD 88     -         6.22   (+/-2cm)      20.4    (feet)  VERTCON   
 AW2784  ___________________________________________________________________
 AW2784  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2784
 AW2784  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2784
 AW2784.The horizontal coordinates were scaled from a topographic map and have
 AW2784.an estimated accuracy of +/- 6 seconds.
 AW2784
 AW2784.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2784.The vertical order pertains to the NGVD 29 superseded value.
 AW2784
 AW2784.The geoid height was determined by GEOID03.
 AW2784
 AW2784;                    North         East    Units  Estimated Accuracy
 AW2784;SPC TXSC     - 4,224,520.    1,022,150.      MT  (+/- 180 meters Scaled)
 AW2784
 AW2784                          SUPERSEDED SURVEY CONTROL
 AW2784
 AW2784  NGVD 29 (??/??/92)    6.221  (m)           20.41   (f) ADJ UNCH    1 2
 AW2784
 AW2784.Superseded values are not recommended for survey control.
 AW2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2784.See file dsdata.txt to determine how the superseded data were derived.
 AW2784
 AW2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN422964(NAD 83)
 AW2784_MARKER: DB = BENCH MARK DISK
 AW2784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2784_SP_SET: CULVERT
 AW2784_STAMPING: R 1012 1953
 AW2784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2784+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2784
 AW2784  HISTORY     - Date     Condition        Report By
 AW2784  HISTORY     - 1953     MONUMENTED       CGS
 AW2784  HISTORY     - 1959     GOOD             NGS
 AW2784  HISTORY     - 1990     GOOD             USPSQD
 AW2784  HISTORY     - 19960923 GOOD             USPSQD
 AW2784  HISTORY     - 20010331 GOOD             NGS
 AW2784  HISTORY     - 20040220 GOOD             USPSQD
 AW2784  HISTORY     - 20060120 GOOD             USPSQD
 AW2784
 AW2784                          STATION DESCRIPTION
 AW2784
 AW2784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2784'2.75 MI W FROM MONROE CITY.
 AW2784'ABOUT 2.75 MILES WEST ALONG STATE HIGHWAY 73T FROM THE POSTOFFICE AT
 AW2784'MONROE CITY, ABOUT 0.5 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 61
 AW2784'AND FARM ROAD 562, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN
 AW2784'THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 3-CHANNEL CONCRETE
 AW2784'CULVERT, AND AOBUT LEVEL WITH THE HIGHWAY.
 AW2784
 AW2784                          STATION RECOVERY (1990)
 AW2784
 AW2784'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW2784'RECOVERED IN GOOD CONDITION.
 AW2784
 AW2784                          STATION RECOVERY (1996)
 AW2784
 AW2784'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2784'RECOVERED IN GOOD CONDITION.
 AW2784
 AW2784                          STATION RECOVERY (2001)
 AW2784
 AW2784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2784'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2784
 AW2784                          STATION RECOVERY (2004)
 AW2784
 AW2784'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2784'RECOVERED IN GOOD CONDITION.
 AW2784
 AW2784                          STATION RECOVERY (2006)
 AW2784
 AW2784'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2784'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1522 ***********************************************************************
 AW1522  DESIGNATION -  R 1013
 AW1522  PID         -  AW1522
 AW1522  STATE/COUNTY-  TX/CHAMBERS
 AW1522  USGS QUAD   -  MONT BELVIEU (1994)
 AW1522
 AW1522                         *CURRENT SURVEY CONTROL
 AW1522  ___________________________________________________________________
 AW1522* NAD 83(1986)-  29 46 14.     (N)    094 55 00.     (W)     SCALED    
 AW1522* NAVD 88     -         6.66   (+/-2cm)      21.9    (feet)  VERTCON   
 AW1522  ___________________________________________________________________
 AW1522  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW1522  OBS GRAVITY -     979,288.7   (mgal)                       GRAV_OBS
 AW1522
 AW1522  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1522
 AW1522.The horizontal coordinates were scaled from a topographic map and have
 AW1522.an estimated accuracy of +/- 6 seconds.
 AW1522
 AW1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1522.The vertical order pertains to the NGVD 29 superseded value.
 AW1522
 AW1522.The geoid height was determined by GEOID03.
 AW1522.The observed gravity was obtained from relative gravimeter ties
 AW1522.to the IGSN71 gravity network.
 AW1522
 AW1522;                    North         East    Units  Estimated Accuracy
 AW1522;SPC TXSC     - 4,221,590.      994,770.      MT  (+/- 180 meters Scaled)
 AW1522
 AW1522                          SUPERSEDED SURVEY CONTROL
 AW1522
 AW1522  NGVD 29 (??/??/92)    6.659  (m)           21.85   (f) ADJ UNCH    1 2
 AW1522
 AW1522.Superseded values are not recommended for survey control.
 AW1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1522.See file dsdata.txt to determine how the superseded data were derived.
 AW1522
 AW1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN147949(NAD 83)
 AW1522_MARKER: DB = BENCH MARK DISK
 AW1522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1522_SP_SET: BRIDGE
 AW1522_STAMPING: R 1013 1953
 AW1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1522
 AW1522  HISTORY     - Date     Condition        Report By
 AW1522  HISTORY     - 1953     MONUMENTED       CGS
 AW1522  HISTORY     - 1973     GOOD             NGS
 AW1522  HISTORY     - 1978     GOOD             NGS
 AW1522  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1522  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1522  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1522  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 AW1522  HISTORY     - 19960911 MARK NOT FOUND   USPSQD
 AW1522  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1522  HISTORY     - 20040204 GOOD             USPSQD
 AW1522  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW1522
 AW1522                          STATION DESCRIPTION
 AW1522
 AW1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1522'4.05 MI NE FROM BAYTOWN.
 AW1522'ABOUT 4.05 MILES NORTHEAST ALONG STATE HIGHWAY 146 FROM THE
 AW1522'INTERSECTION WITH EAST TEXAS AVE. IN BAYTOWN, SET IN THE TOP OF THE
 AW1522'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE BRIDGE OVER
 AW1522'CEDAR BAYOU, 16 1/2 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 AW1522'146, AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AW1522
 AW1522                          STATION RECOVERY (1978)
 AW1522
 AW1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1522'RECOVERED IN GOOD CONDITION.
 AW1522
 AW1522                          STATION RECOVERY (1987)
 AW1522
 AW1522'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1522'MARK NOT FOUND.
 AW1522
 AW1522                          STATION RECOVERY (1988)
 AW1522
 AW1522'RECOVERY NOTE BY US POWER SQUADRON 1988 (HR)
 AW1522'MARK NOT FOUND.
 AW1522
 AW1522                          STATION RECOVERY (1988)
 AW1522
 AW1522'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1522'MARK NOT FOUND.
 AW1522
 AW1522                          STATION RECOVERY (1991)
 AW1522
 AW1522'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1522'MARK NOT FOUND.
 AW1522
 AW1522                          STATION RECOVERY (1996)
 AW1522
 AW1522'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1522'MARK NOT FOUND.
 AW1522
 AW1522                          STATION RECOVERY (2001)
 AW1522
 AW1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1522'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1522
 AW1522                          STATION RECOVERY (2004)
 AW1522
 AW1522'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1522'FOUND
 AW1522'US DEP OF INTERIOR GAUGING STATION DISK. TOP OF RAILING NORTH EAST
 AW1522'CORNER. 3 FEET ABOVE THE ROAD.
 AW1522'N 29 46.281  W 094 54.924
 AW1522
 AW1522                          STATION RECOVERY (2005)
 AW1522
 AW1522'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2447 ***********************************************************************
 AW2447  DESIGNATION -  R 1014
 AW2447  PID         -  AW2447
 AW2447  STATE/COUNTY-  TX/JEFFERSON
 AW2447  USGS QUAD   -  STAR LAKE (1994)
 AW2447
 AW2447                         *CURRENT SURVEY CONTROL
 AW2447  ___________________________________________________________________
 AW2447* NAD 83(1986)-  29 37 50.     (N)    094 10 29.     (W)     SCALED    
 AW2447* NAVD 88     -         1.86   (+/-2cm)       6.1    (feet)  VERTCON   
 AW2447  ___________________________________________________________________
 AW2447  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2447
 AW2447  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2447
 AW2447.The horizontal coordinates were scaled from a topographic map and have
 AW2447.an estimated accuracy of +/- 6 seconds.
 AW2447
 AW2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2447.The vertical order pertains to the NGVD 29 superseded value.
 AW2447
 AW2447.The geoid height was determined by GEOID03.
 AW2447
 AW2447;                    North         East    Units  Estimated Accuracy
 AW2447;SPC TXSC     - 4,208,820.    1,067,100.      MT  (+/- 180 meters Scaled)
 AW2447
 AW2447                          SUPERSEDED SURVEY CONTROL
 AW2447
 AW2447  NGVD 29 (??/??/92)    1.858  (m)            6.10   (f) ADJ UNCH    1 2
 AW2447
 AW2447.Superseded values are not recommended for survey control.
 AW2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2447.See file dsdata.txt to determine how the superseded data were derived.
 AW2447
 AW2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN862784(NAD 83)
 AW2447_MARKER: DB = BENCH MARK DISK
 AW2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2447_STAMPING: R 1014 1953
 AW2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2447+STABILITY: SURFACE MOTION
 AW2447
 AW2447  HISTORY     - Date     Condition        Report By
 AW2447  HISTORY     - 1953     MONUMENTED       CGS
 AW2447  HISTORY     - 1958     GOOD             NGS
 AW2447  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2447  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2447
 AW2447                          STATION DESCRIPTION
 AW2447
 AW2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2447'15.2 MI NE FROM HIGH ISLAND.
 AW2447'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2447'AT HIGH ISLAND, THENCE ABOUT 14.3 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2447'87, 82 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 68 FEET
 AW2447'NORTHEAST OF A FENCE, 114 FEET SOUTHWEST OF A WOODEN GATE LEADING INTO
 AW2447'A WOODEN STOCK PEN, 2 FEET SOUTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A
 AW2447'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 AW2447'IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE SURFACE.
 AW2447
 AW2447                          STATION RECOVERY (1989)
 AW2447
 AW2447'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AW2447'MARK NOT FOUND.
 AW2447
 AW2447                          STATION RECOVERY (2002)
 AW2447
 AW2447'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2448 ***********************************************************************
 AW2448  DESIGNATION -  R 1014 RESET
 AW2448  PID         -  AW2448
 AW2448  STATE/COUNTY-  TX/JEFFERSON
 AW2448  USGS QUAD   -  STAR LAKE (1994)
 AW2448
 AW2448                         *CURRENT SURVEY CONTROL
 AW2448  ___________________________________________________________________
 AW2448* NAD 83(1986)-  29 37 50.     (N)    094 10 24.     (W)     SCALED    
 AW2448* NAVD 88     -         2.18   (+/-2cm)       7.2    (feet)  VERTCON   
 AW2448  ___________________________________________________________________
 AW2448  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2448
 AW2448  VERT ORDER  -  THIRD (See Below)
 AW2448
 AW2448.The horizontal coordinates were scaled from a topographic map and have
 AW2448.an estimated accuracy of +/- 6 seconds.
 AW2448
 AW2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2448.The vertical order pertains to the NGVD 29 superseded value.
 AW2448
 AW2448.The geoid height was determined by GEOID03.
 AW2448
 AW2448;                    North         East    Units  Estimated Accuracy
 AW2448;SPC TXSC     - 4,208,820.    1,067,230.      MT  (+/- 180 meters Scaled)
 AW2448
 AW2448                          SUPERSEDED SURVEY CONTROL
 AW2448
 AW2448  NGVD 29 (??/??/??)    2.17   (m)            7.1    (f) RESET       3  
 AW2448
 AW2448.Superseded values are not recommended for survey control.
 AW2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2448.See file dsdata.txt to determine how the superseded data were derived.
 AW2448
 AW2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN864784(NAD 83)
 AW2448_MARKER: DB = BENCH MARK DISK
 AW2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2448_STAMPING: R 1014 RESET 1962
 AW2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2448+STABILITY: SURFACE MOTION
 AW2448
 AW2448  HISTORY     - Date     Condition        Report By
 AW2448  HISTORY     - 1962     MONUMENTED       CGS
 AW2448  HISTORY     - 1971     GOOD             NGS
 AW2448  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2448  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2448
 AW2448                          STATION DESCRIPTION
 AW2448
 AW2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2448'0.9 MI SE FROM HIGH ISLAND.
 AW2448'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2448'IN HIGH ISLAND, THENCE 14.35 MILES NORTHEAST ON STATE HIGHWAY 87, 260
 AW2448'FEET SOUTHWEST FROM A NORTH-SOUTH FENCE LINE WHICH IS THE SOUTHWEST
 AW2448'SIDE OF A CATTLE LOT, 89 FEET NORTHWEST OF THE CENTER LINE OF STATE
 AW2448'HIGHWAY 87, 66 FEET NORTHWEST OF THE HIGHWAY RIGHT-OF-WAY, 1 FOOT
 AW2448'SOUTHWEST OF A METAL WITNESS POST, 1 FOOT NORTHEAST OF A 4 X 4 IN.
 AW2448'WOODEN WITNESS POST, AND ABOUT 4 FEET SOUTHEAST FROM THE RIM OF
 AW2448'HIGHGROUND WHERE IT BREAKS OFF AT THE MARSH.  A STANDARD DISK STAMPED
 AW2448'R 1014 RESET 1962, SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6
 AW2448'INCHES.
 AW2448
 AW2448                          STATION RECOVERY (1971)
 AW2448
 AW2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2448'RECOVERED IN GOOD CONDITION.
 AW2448
 AW2448                          STATION RECOVERY (1989)
 AW2448
 AW2448'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AW2448'MARK NOT FOUND.
 AW2448
 AW2448                          STATION RECOVERY (2002)
 AW2448
 AW2448'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2488 ***********************************************************************
 AW2488  DESIGNATION -  R 1015
 AW2488  PID         -  AW2488
 AW2488  STATE/COUNTY-  TX/JEFFERSON
 AW2488  USGS QUAD   -  PORT ACRES (1993)
 AW2488
 AW2488                         *CURRENT SURVEY CONTROL
 AW2488  ___________________________________________________________________
 AW2488* NAD 83(1986)-  29 53 53.     (N)    094 00 32.     (W)     SCALED    
 AW2488* NAVD 88     -         1.55   (+/-2cm)       5.1    (feet)  VERTCON   
 AW2488  ___________________________________________________________________
 AW2488  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2488
 AW2488  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2488
 AW2488.The horizontal coordinates were scaled from a topographic map and have
 AW2488.an estimated accuracy of +/- 6 seconds.
 AW2488
 AW2488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2488.The vertical order pertains to the NGVD 29 superseded value.
 AW2488
 AW2488.The geoid height was determined by GEOID03.
 AW2488
 AW2488;                    North         East    Units  Estimated Accuracy
 AW2488;SPC TXSC     - 4,239,110.    1,081,880.      MT  (+/- 180 meters Scaled)
 AW2488
 AW2488                          SUPERSEDED SURVEY CONTROL
 AW2488
 AW2488  NGVD 29 (??/??/92)    1.538  (m)            5.05   (f) ADJ UNCH    1 2
 AW2488
 AW2488.Superseded values are not recommended for survey control.
 AW2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2488.See file dsdata.txt to determine how the superseded data were derived.
 AW2488
 AW2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP025079(NAD 83)
 AW2488_MARKER: DB = BENCH MARK DISK
 AW2488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2488_SP_SET: FOOTING
 AW2488_STAMPING: R 1015 1953
 AW2488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2488
 AW2488  HISTORY     - Date     Condition        Report By
 AW2488  HISTORY     - 1953     MONUMENTED       CGS
 AW2488  HISTORY     - 1972     GOOD             NGS
 AW2488  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2488  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2488  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AW2488  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW2488  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2488  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 AW2488
 AW2488                          STATION DESCRIPTION
 AW2488
 AW2488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW2488'0.75 MI E FROM PORT ACRES.
 AW2488'0.6 MILES EAST ALONG 61ST STREET FROM THE STEPHEN F AUSTIN HIGH SCHOOL
 AW2488'AT PORT ACRES THENCE 0.1 MILE SOUTH EAST OF WEST PORT ARTHUR ROAD,
 AW2488'THENCE 0.05 MILES WEST ALONG NORMA STREET INSIDE OF A CHAIN LINK FENCE
 AW2488'SITE.  CITY WATER TOWER NOW GONE, 91.0 FEET SOUTH OF CENTER LINE OF
 AW2488'NORMA STREET 50.0 FEET SOUTH OF A CHAIN LINK FENCE, 30.0 FEET WEST OF
 AW2488'NORTHWEST CORNER OF A CONCRETE BUILDING (ABANDONED) 26.0 FEET NORTH OF
 AW2488'NORTHEAST CORNER OF A CONCRETE BUILDING (ABANDONED) SET IN TOP OF
 AW2488'SOUTH CORNER OF SOUTHEAST CONCRETE FOOTING OF WATER TOWER, 4 INCHES
 AW2488'BELOW GROUND LEVEL.
 AW2488
 AW2488                          STATION RECOVERY (1988)
 AW2488
 AW2488'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW2488'MARK NOT FOUND.
 AW2488
 AW2488                          STATION RECOVERY (1990)
 AW2488
 AW2488'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2488'MARK NOT FOUND.
 AW2488
 AW2488                          STATION RECOVERY (1995)
 AW2488
 AW2488'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2488'MARK NOT FOUND.
 AW2488
 AW2488                          STATION RECOVERY (2000)
 AW2488
 AW2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2488'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2488
 AW2488                          STATION RECOVERY (2001)
 AW2488
 AW2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2488'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2488
 AW2488                          STATION RECOVERY (2002)
 AW2488
 AW2488'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2472 ***********************************************************************
 AW2472  DESIGNATION -  R 1016
 AW2472  PID         -  AW2472
 AW2472  STATE/COUNTY-  TX/JEFFERSON
 AW2472  USGS QUAD   -  PORT ACRES (1993)
 AW2472
 AW2472                         *CURRENT SURVEY CONTROL
 AW2472  ___________________________________________________________________
 AW2472* NAD 83(1993)-  30 00 03.38794(N)    094 04 14.56906(W)     ADJUSTED  
 AW2472* NAVD 88     -         6.78   (+/-2cm)      22.2    (feet)  VERTCON   
 AW2472  ___________________________________________________________________
 AW2472  X           -    -392,432.690 (meters)                     COMP
 AW2472  Y           -  -5,514,239.997 (meters)                     COMP
 AW2472  Z           -   3,170,453.711 (meters)                     COMP
 AW2472  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW2472  ELLIP HEIGHT-         -20.74  (meters)          (02/16/96) GPS OBS
 AW2472  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW2472
 AW2472  HORZ ORDER  -  SECOND
 AW2472  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2472  ELLP ORDER  -  FIFTH     CLASS I
 AW2472
 AW2472.The horizontal coordinates were established by GPS observations
 AW2472.and adjusted by the National Geodetic Survey in February 1996..
 AW2472
 AW2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2472.The vertical order pertains to the NGVD 29 superseded value.
 AW2472
 AW2472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2472
 AW2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2472
 AW2472.The ellipsoidal height was determined by GPS observations
 AW2472.and is referenced to NAD 83.
 AW2472
 AW2472.The geoid height was determined by GEOID03.
 AW2472
 AW2472;                    North         East     Units Scale Factor Converg.
 AW2472;SPC TXSC     - 4,250,254.111 1,075,430.228   MT  0.99993062   +2 24 53.7
 AW2472;SPC TXSC     -13,944,375.36  3,528,307.34   sFT  0.99993062   +2 24 53.7
 AW2472;SPC TX C     - 3,054,062.526 1,303,951.912   MT  1.00003290   +3 13 32.2
 AW2472;SPC TX C     -10,019,870.14  4,278,048.90   sFT  1.00003290   +3 13 32.2
 AW2472;UTM  15      - 3,319,372.146   396,730.095   MT  0.99973158   -0 32 07.5
 AW2472
 AW2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2472!SPC TXSC     -   1.00000326  x   0.99993062  =   0.99993388
 AW2472!SPC TX C     -   1.00000326  x   1.00003290  =   1.00003616
 AW2472!UTM  15      -   1.00000326  x   0.99973158  =   0.99973484
 AW2472
 AW2472                          SUPERSEDED SURVEY CONTROL
 AW2472
 AW2472  NAD 83(1993)-  30 00 03.38736(N)    094 04 14.56925(W) AD(       ) 2
 AW2472  NGVD 29 (??/??/92)    6.776  (m)           22.23   (f) ADJ UNCH    1 2
 AW2472
 AW2472.Superseded values are not recommended for survey control.
 AW2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2472.See file dsdata.txt to determine how the superseded data were derived.
 AW2472
 AW2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9673019372(NAD 83)
 AW2472_MARKER: DB = BENCH MARK DISK
 AW2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2472_SP_SET: CONCRETE POST
 AW2472_STAMPING: R 1016-1954
 AW2472_MARK LOGO: CGS   
 AW2472_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2472+STABILITY: SURFACE MOTION
 AW2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2472+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1992
 AW2472
 AW2472  HISTORY     - Date     Condition        Report By
 AW2472  HISTORY     - 1954     MONUMENTED       CGS
 AW2472  HISTORY     - 1972     GOOD             NGS
 AW2472  HISTORY     - 1988     GOOD             USPSQD
 AW2472  HISTORY     - 19890506 GOOD             USPSQD
 AW2472  HISTORY     - 1990     GOOD             USPSQD
 AW2472  HISTORY     - 19921017 GOOD             NOS
 AW2472
 AW2472                          STATION DESCRIPTION
 AW2472
 AW2472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW2472'5.4 MI SE FROM BEAUMONT.
 AW2472'5.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW2472'CROSSING OF COLLEGE STREET AT BEAUMONT, AT ENTRANCE TO LUCAS STATION,
 AW2472'(GULF PETROLEUM CO. PUMPING STATION) 50.5 FEET NORTHEAST OF THE
 AW2472'NORTHEAST RAIL, 14.0 FEET SOUTHEAST OF CENTER LINE OF ENTRANCE AND
 AW2472'CATTLE GUARD, 3.6 FEET SOUTHWEST OF A CHAIN LINK FENCE, SET IN TOP AND
 AW2472'CENTER OF EAST CONCRETE WING WALL OF CATTLE GUARD, 2.0 FEET EAST OF A
 AW2472'CONCRETE POST, 10 INCHES ABOVE GROUND LEVEL.
 AW2472
 AW2472                          STATION RECOVERY (1988)
 AW2472
 AW2472'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 AW2472'RECOVERED IN GOOD CONDITION.
 AW2472
 AW2472                          STATION RECOVERY (1989)
 AW2472
 AW2472'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 AW2472'RECOVERED IN GOOD CONDITION.
 AW2472
 AW2472                          STATION RECOVERY (1990)
 AW2472
 AW2472'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2472'RECOVERED IN GOOD CONDITION.
 AW2472
 AW2472                          STATION RECOVERY (1992)
 AW2472
 AW2472'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW2472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2384 ***********************************************************************
 AW2384  DESIGNATION -  R 1017
 AW2384  PID         -  AW2384
 AW2384  STATE/COUNTY-  TX/JEFFERSON
 AW2384  USGS QUAD   -  FANNETT EAST (1964)
 AW2384
 AW2384                         *CURRENT SURVEY CONTROL
 AW2384  ___________________________________________________________________
 AW2384* NAD 83(1986)-  29 58 32.     (N)    094 12 38.     (W)     SCALED    
 AW2384* NAVD 88     -         6.29   (+/-2cm)      20.6    (feet)  VERTCON   
 AW2384  ___________________________________________________________________
 AW2384  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW2384
 AW2384  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2384
 AW2384.The horizontal coordinates were scaled from a topographic map and have
 AW2384.an estimated accuracy of +/- 6 seconds.
 AW2384
 AW2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2384.The vertical order pertains to the NGVD 29 superseded value.
 AW2384
 AW2384.The geoid height was determined by GEOID03.
 AW2384
 AW2384;                    North         East    Units  Estimated Accuracy
 AW2384;SPC TXSC     - 4,246,880.    1,062,070.      MT  (+/- 180 meters Scaled)
 AW2384
 AW2384                          SUPERSEDED SURVEY CONTROL
 AW2384
 AW2384  NGVD 29 (??/??/92)    6.299  (m)           20.67   (f) ADJ UNCH    1 2
 AW2384
 AW2384.Superseded values are not recommended for survey control.
 AW2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2384.See file dsdata.txt to determine how the superseded data were derived.
 AW2384
 AW2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP832166(NAD 83)
 AW2384_MARKER: DB = BENCH MARK DISK
 AW2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2384_STAMPING: R 1017 1954
 AW2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2384+STABILITY: SURFACE MOTION
 AW2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2384+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW2384
 AW2384  HISTORY     - Date     Condition        Report By
 AW2384  HISTORY     - 1954     MONUMENTED       CGS
 AW2384  HISTORY     - 1958     GOOD             NGS
 AW2384  HISTORY     - 1987     POOR             USPSQD
 AW2384  HISTORY     - 19870421 GOOD             USPSQD
 AW2384  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AW2384  HISTORY     - 20010331 GOOD             NGS
 AW2384  HISTORY     - 20040322 GOOD             USPSQD
 AW2384  HISTORY     - 20060305 GOOD             USPSQD
 AW2384
 AW2384                          STATION DESCRIPTION
 AW2384
 AW2384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2384'0.9 MI SW FROM CHEEK.
 AW2384'ABOUT 0.9 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE SCHOOLHOUSE
 AW2384'AT CHEEK, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 76 1/2
 AW2384'FEET SOUTHWEST OF POWER POLE 1192, 44 FEET SOUTHWEST OF A PRIVATE
 AW2384'DRIVEWAY LEADING TO A FARM HOUSE, 1 1/2 FEET NORTHWEST OF A FENCE, 20
 AW2384'FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A METAL WITNESS
 AW2384'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 AW2384'CONCRETE POST PROJECTING 4 INCHES.
 AW2384
 AW2384                          STATION RECOVERY (1987)
 AW2384
 AW2384'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2384'MARK RECOVERED IN POOR CONDITION.
 AW2384
 AW2384                          STATION RECOVERY (1987)
 AW2384
 AW2384'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 AW2384'RECOVERED IN GOOD CONDITION.
 AW2384
 AW2384                          STATION RECOVERY (1993)
 AW2384
 AW2384'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 AW2384'MARK NOT FOUND.
 AW2384
 AW2384                          STATION RECOVERY (2001)
 AW2384
 AW2384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2384'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2384
 AW2384                          STATION RECOVERY (2004)
 AW2384
 AW2384'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2384'RECOVERED IN GOOD CONDITION.
 AW2384
 AW2384                          STATION RECOVERY (2006)
 AW2384
 AW2384'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2384'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0390 ***********************************************************************
 BL0390  DESIGNATION -  R 1018
 BL0390  PID         -  BL0390
 BL0390  STATE/COUNTY-  TX/LIBERTY
 BL0390  USGS QUAD   -  LIBERTY (1984)
 BL0390
 BL0390                         *CURRENT SURVEY CONTROL
 BL0390  ___________________________________________________________________
 BL0390* NAD 83(1986)-  30 03 33.     (N)    094 47 00.     (W)     SCALED    
 BL0390* NAVD 88     -        12.206  (meters)      40.05   (feet)  ADJUSTED  
 BL0390  ___________________________________________________________________
 BL0390  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0390  DYNAMIC HT  -          12.189 (meters)      39.99  (feet)  COMP
 BL0390  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BL0390
 BL0390  VERT ORDER  -  FIRST     CLASS I
 BL0390
 BL0390.The horizontal coordinates were scaled from a topographic map and have
 BL0390.an estimated accuracy of +/- 6 seconds.
 BL0390
 BL0390.The orthometric height was determined by differential leveling
 BL0390.and adjusted by the National Geodetic Survey in June 1991..
 BL0390
 BL0390.The geoid height was determined by GEOID03.
 BL0390
 BL0390.The dynamic height is computed by dividing the NAVD 88
 BL0390.geopotential number by the normal gravity value computed on the
 BL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0390.degrees latitude (g = 980.6199 gals.).
 BL0390
 BL0390.The modeled gravity was interpolated from observed gravity values.
 BL0390
 BL0390;                    North         East    Units  Estimated Accuracy
 BL0390;SPC TX C     - 3,056,860.    1,234,970.      MT  (+/- 180 meters Scaled)
 BL0390
 BL0390                          SUPERSEDED SURVEY CONTROL
 BL0390
 BL0390  NGVD 29 (12/23/87)   12.209  (m)           40.06   (f) ADJUSTED    1 1
 BL0390
 BL0390.Superseded values are not recommended for survey control.
 BL0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0390.See file dsdata.txt to determine how the superseded data were derived.
 BL0390
 BL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP280266(NAD 83)
 BL0390_MARKER: DB = BENCH MARK DISK
 BL0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0390_SP_SET: CONCRETE POST
 BL0390_STAMPING: R 1018 1954
 BL0390_MARK LOGO: CGS   
 BL0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0390+STABILITY: SURFACE MOTION
 BL0390
 BL0390  HISTORY     - Date     Condition        Report By
 BL0390  HISTORY     - 1954     MONUMENTED       CGS
 BL0390  HISTORY     - 1972     GOOD             NGS
 BL0390  HISTORY     - 1987     GOOD             NGS
 BL0390  HISTORY     - 19960815 GOOD             USPSQD
 BL0390  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0390  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0390
 BL0390                          STATION DESCRIPTION
 BL0390
 BL0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0390'IN LIBERTY.
 BL0390'AT LIBERTY, ABOUT 0.8 MILE EAST ALONG US HIGHWAY 90 FROM THE JUNCTION
 BL0390'OF STATE HIGHWAY 146, IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 BL0390'US HIGHWAY 90, FARM ROAD 563 LEADING SOUTH AND A BLACKTOP ROAD LEADING
 BL0390'NORTH, 58 FEET WEST OF THE CENTER LINE OF THE BLACKTOP ROAD LEADING
 BL0390'NORTH, 50 FEET NORTH OF THE NORTH CURB LINE OF US HIGHWAY 90, 67 FEET
 BL0390'SOUTHWEST OF THE CENTER OF THE CROSSING OF THE ROAD NORTH AND THE
 BL0390'SOUTHERN PACIFIC RAILROAD TRACK, 24.2 FEET SOUTH OF THE SOUTH RAIL OF
 BL0390'THE TRACK, 5 FEET EAST OF THE SECOND TELEGRAPH POLE EAST OF MILE POST
 BL0390'320, IN LINE WITH THE ROW OF TELEGRAPH POLES, ABOUT LEVEL WITH THE
 BL0390'HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, 0.6 FOOT SOUTH OF
 BL0390'A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST 1 FOOT
 BL0390'BELOW THE SURFACE OF THE GROUND.
 BL0390
 BL0390                          STATION RECOVERY (1987)
 BL0390
 BL0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0390'RECOVERED IN GOOD CONDITION.
 BL0390
 BL0390                          STATION RECOVERY (1996)
 BL0390
 BL0390'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0390'RECOVERED IN GOOD CONDITION.
 BL0390
 BL0390                          STATION RECOVERY (2003)
 BL0390
 BL0390'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0390'MARK NOT FOUND.
 BL0390
 BL0390                          STATION RECOVERY (2004)
 BL0390
 BL0390'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0398 ***********************************************************************
 AW0398  DESIGNATION -  R 1019
 AW0398  PID         -  AW0398
 AW0398  STATE/COUNTY-  TX/HARRIS
 AW0398  USGS QUAD   -  CROSBY (1982)
 AW0398
 AW0398                         *CURRENT SURVEY CONTROL
 AW0398  ___________________________________________________________________
 AW0398* NAD 83(1986)-  29 54 09.     (N)    095 03 49.     (W)     SCALED    
 AW0398* NAVD 88     -        13.980  (meters)      45.87   (feet)  ADJUSTED  
 AW0398  ___________________________________________________________________
 AW0398  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0398  DYNAMIC HT  -          13.961 (meters)      45.80  (feet)  COMP
 AW0398  MODELED GRAV-     979,299.9   (mgal)                       NAVD 88
 AW0398
 AW0398  VERT ORDER  -  FIRST     CLASS II
 AW0398
 AW0398.The horizontal coordinates were scaled from a topographic map and have
 AW0398.an estimated accuracy of +/- 6 seconds.
 AW0398
 AW0398.The orthometric height was determined by differential leveling
 AW0398.and adjusted by the National Geodetic Survey in June 1991..
 AW0398
 AW0398.The geoid height was determined by GEOID03.
 AW0398
 AW0398.The dynamic height is computed by dividing the NAVD 88
 AW0398.geopotential number by the normal gravity value computed on the
 AW0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0398.degrees latitude (g = 980.6199 gals.).
 AW0398
 AW0398.The modeled gravity was interpolated from observed gravity values.
 AW0398
 AW0398;                    North         East    Units  Estimated Accuracy
 AW0398;SPC TXSC     - 4,235,720.      980,070.      MT  (+/- 180 meters Scaled)
 AW0398
 AW0398                          SUPERSEDED SURVEY CONTROL
 AW0398
 AW0398  NGVD 29 (12/23/87)   13.979  (m)           45.86   (f) ADJUSTED    1 2
 AW0398
 AW0398.Superseded values are not recommended for survey control.
 AW0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0398.See file dsdata.txt to determine how the superseded data were derived.
 AW0398
 AW0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP007097(NAD 83)
 AW0398_MARKER: DB = BENCH MARK DISK
 AW0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0398_SP_SET: CONCRETE POST
 AW0398_STAMPING: R 1019 1954
 AW0398_MARK LOGO: CGS   
 AW0398_PROJECTION: FLUSH
 AW0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0398+STABILITY: SURFACE MOTION
 AW0398
 AW0398  HISTORY     - Date     Condition        Report By
 AW0398  HISTORY     - 1954     MONUMENTED       CGS
 AW0398  HISTORY     - 1972     GOOD             NGS
 AW0398  HISTORY     - 1978     GOOD             NGS
 AW0398  HISTORY     - 1983     GOOD             NGS
 AW0398  HISTORY     - 1986     GOOD             NGS
 AW0398  HISTORY     - 1987     GOOD             USPSQD
 AW0398  HISTORY     - 1987     POOR             USPSQD
 AW0398  HISTORY     - 19941213 GOOD             USPSQD
 AW0398
 AW0398                          STATION DESCRIPTION
 AW0398
 AW0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0398'0.5 MI SE FROM CROSBY.
 AW0398'ABOUT 0.5 MILE SOUTHEAST ALONG FARM ROAD 2100 FROM THE POST OFFICE, 70
 AW0398'1/2 FEET EAST OF THE CENTER OF THE ROAD, 56 FEET SOUTH OF THE CENTER
 AW0398'LINE OF THE NORTH ENTRANCE TO THE FAIRGROUNDS, 7 1/2 FEET WEST OF A
 AW0398'POWER POLE AND IN LINE WITH THE EASTWEST POLE LINE, 19.2 FEET EAST OF
 AW0398'THE CHAIN LINK FENCE AT THE ENTRANCE TO THE GROUNDS, 1.1 FEET WEST OF
 AW0398'A METAL WITNESS POST AND LEVEL WITH THE ROAD, SET IN THE TOP OF A
 AW0398'CONCRETE POST FLUSH WITH THE GROUND.
 AW0398
 AW0398                          STATION RECOVERY (1978)
 AW0398
 AW0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0398'RECOVERED IN GOOD CONDITION.
 AW0398
 AW0398                          STATION RECOVERY (1983)
 AW0398
 AW0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0398'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0398'0.8 KM (0.5 MI) SOUTHEAST ALONG FARM ROAD 2100 FROM THE POST OFFICE IN
 AW0398'CROSBY, AT THE NORTH ENTRANCE LEADING EAST TO THE FAIRGROUNDS,
 AW0398'21.49 METERS (70.5 FT) EAST OF THE CENTER OF FARM ROAD 2100,
 AW0398'17.07 METERS (56.0 FT) SOUTH OF THE CENTER OF THE NORTH ENTRANCE TO
 AW0398'THE FAIRGROUNDS, 5.79 METERS (19.0 FT) EAST OF THE NORTH-SOUTH CHAIN
 AW0398'LINK FENCE AT THE FAIRGROUNDS, AND 2.29 METERS (7.5 FT) WEST OF A
 AW0398'POWERLINE POLE.
 AW0398'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AW0398'THE MARK IS 0.3 M BELOW ROAD.
 AW0398
 AW0398                          STATION RECOVERY (1986)
 AW0398
 AW0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0398'RECOVERED IN GOOD CONDITION.
 AW0398
 AW0398                          STATION RECOVERY (1987)
 AW0398
 AW0398'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW0398'RECOVERED IN GOOD CONDITION.
 AW0398
 AW0398                          STATION RECOVERY (1987)
 AW0398
 AW0398'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0398'MARK RECOVERED IN POOR CONDITION.
 AW0398
 AW0398                          STATION RECOVERY (1994)
 AW0398
 AW0398'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0560 ***********************************************************************
 BY0560  DESIGNATION -  R 102
 BY0560  PID         -  BY0560
 BY0560  STATE/COUNTY-  TX/JASPER
 BY0560  USGS QUAD   -  EBENEZER (1984)
 BY0560
 BY0560                         *CURRENT SURVEY CONTROL
 BY0560  ___________________________________________________________________
 BY0560* NAD 83(1986)-  31 05 46.     (N)    094 08 14.     (W)     SCALED    
 BY0560* NAVD 88     -        34.12   (+/-2cm)     111.9    (feet)  VERTCON   
 BY0560  ___________________________________________________________________
 BY0560  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BY0560
 BY0560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0560
 BY0560.The horizontal coordinates were scaled from a topographic map and have
 BY0560.an estimated accuracy of +/- 6 seconds.
 BY0560
 BY0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0560.The vertical order pertains to the NGVD 29 superseded value.
 BY0560
 BY0560.The geoid height was determined by GEOID03.
 BY0560
 BY0560;                    North         East    Units  Estimated Accuracy
 BY0560;SPC TX C     - 3,174,920.    1,290,790.      MT  (+/- 180 meters Scaled)
 BY0560
 BY0560                          SUPERSEDED SURVEY CONTROL
 BY0560
 BY0560  NGVD 29 (??/??/92)   34.135  (m)          111.99   (f) ADJ UNCH    2 0
 BY0560
 BY0560.Superseded values are not recommended for survey control.
 BY0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0560.See file dsdata.txt to determine how the superseded data were derived.
 BY0560
 BY0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ915408(NAD 83)
 BY0560_MARKER: DB = BENCH MARK DISK
 BY0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0560_STAMPING: R 102 1952
 BY0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0560+STABILITY: SURFACE MOTION
 BY0560
 BY0560  HISTORY     - Date     Condition        Report By
 BY0560  HISTORY     - 1952     MONUMENTED       CGS
 BY0560  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0560
 BY0560                          STATION DESCRIPTION
 BY0560
 BY0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0560'25.5 MI NW FROM JASPER.
 BY0560'20.5 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0560'JASPER, THENCE 3.1 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0
 BY0560'MILE NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTH ALONG A
 BY0560'GRADED DIRT ROAD, AT A CURVE IN THE ROAD, 37 FEET WEST OF THE CENTER
 BY0560'LINE OF THE ROAD, 14 FEET SOUTHWEST OF AN 18 INCH GUM TREE WITH A
 BY0560'TRIANGULAR BLAZE ON IT, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE
 BY0560'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BY0560
 BY0560                          STATION RECOVERY (1979)
 BY0560
 BY0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0839 ***********************************************************************
 AW0839  DESIGNATION -  R 1020
 AW0839  PID         -  AW0839
 AW0839  STATE/COUNTY-  TX/HARRIS
 AW0839  USGS QUAD   -  HARMASTON (1982)
 AW0839
 AW0839                         *CURRENT SURVEY CONTROL
 AW0839  ___________________________________________________________________
 AW0839* NAD 83(1986)-  29 59 09.     (N)    095 08 07.     (W)     SCALED    
 AW0839* NAVD 88     -        17.912  (meters)      58.77   (feet)  ADJUSTED  
 AW0839  ___________________________________________________________________
 AW0839  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW0839  DYNAMIC HT  -          17.888 (meters)      58.69  (feet)  COMP
 AW0839  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 AW0839
 AW0839  VERT ORDER  -  FIRST     CLASS II
 AW0839
 AW0839.The horizontal coordinates were scaled from a topographic map and have
 AW0839.an estimated accuracy of +/- 6 seconds.
 AW0839
 AW0839.The orthometric height was determined by differential leveling
 AW0839.and adjusted by the National Geodetic Survey in June 1991..
 AW0839
 AW0839.The geoid height was determined by GEOID03.
 AW0839
 AW0839.The dynamic height is computed by dividing the NAVD 88
 AW0839.geopotential number by the normal gravity value computed on the
 AW0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0839.degrees latitude (g = 980.6199 gals.).
 AW0839
 AW0839.The modeled gravity was interpolated from observed gravity values.
 AW0839
 AW0839;                    North         East    Units  Estimated Accuracy
 AW0839;SPC TXSC     - 4,244,720.      972,850.      MT  (+/- 180 meters Scaled)
 AW0839
 AW0839                          SUPERSEDED SURVEY CONTROL
 AW0839
 AW0839  NGVD 29 (12/23/87)   17.910  (m)           58.76   (f) ADJUSTED    1 2
 AW0839
 AW0839.Superseded values are not recommended for survey control.
 AW0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0839.See file dsdata.txt to determine how the superseded data were derived.
 AW0839
 AW0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP940191(NAD 83)
 AW0839_MARKER: DB = BENCH MARK DISK
 AW0839_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0839_SP_SET: BRIDGE ABUTMENT
 AW0839_STAMPING: R 1020 1954
 AW0839_MARK LOGO: CGS   
 AW0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0839
 AW0839  HISTORY     - Date     Condition        Report By
 AW0839  HISTORY     - 1954     MONUMENTED       CGS
 AW0839  HISTORY     - 1973     GOOD             NGS
 AW0839  HISTORY     - 1978     GOOD             NGS
 AW0839  HISTORY     - 1987     GOOD             NGS
 AW0839
 AW0839                          STATION DESCRIPTION
 AW0839
 AW0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0839'4.45 MI SW FROM HUFFMAN.
 AW0839'ABOUT 1.4 MILE SOUTH ALONG FARM ROAD 2100 FROM THE POST OFFICE AT
 AW0839'HUFFMAN, THENCE 0.9 MILE WEST ALONG ATASCOCITA ROAD, THENCE 2.15 MILES
 AW0839'SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, SET IN THE TOP OF THE
 AW0839'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE RAILROAD
 AW0839'BRIDGE OVER LAKE HOUSTON (BRIDGE NO. 394.8), 6 1/2 FEET NORTHWEST OF
 AW0839'THE NORTHWEST RAIL, 4 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 AW0839'ABUTMENT AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 AW0839
 AW0839                          STATION RECOVERY (1978)
 AW0839
 AW0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0839'RECOVERED IN GOOD CONDITION.
 AW0839
 AW0839                          STATION RECOVERY (1987)
 AW0839
 AW0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0041 ***********************************************************************
 CR0041  DESIGNATION -  R 1021
 CR0041  PID         -  CR0041
 CR0041  STATE/COUNTY-  TX/HARRISON
 CR0041  USGS QUAD   -  LATEX (1978)
 CR0041
 CR0041                         *CURRENT SURVEY CONTROL
 CR0041  ___________________________________________________________________
 CR0041* NAD 83(1986)-  32 33 04.     (N)    094 05 14.     (W)     SCALED    
 CR0041* NAVD 88     -        79.437  (meters)     260.62   (feet)  ADJUSTED  
 CR0041  ___________________________________________________________________
 CR0041  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR0041  DYNAMIC HT  -          79.348 (meters)     260.33  (feet)  COMP
 CR0041  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CR0041
 CR0041  VERT ORDER  -  FIRST     CLASS II
 CR0041
 CR0041.The horizontal coordinates were scaled from a topographic map and have
 CR0041.an estimated accuracy of +/- 6 seconds.
 CR0041
 CR0041.The orthometric height was determined by differential leveling
 CR0041.and adjusted by the National Geodetic Survey in June 1991..
 CR0041
 CR0041.The geoid height was determined by GEOID03.
 CR0041
 CR0041.The dynamic height is computed by dividing the NAVD 88
 CR0041.geopotential number by the normal gravity value computed on the
 CR0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0041.degrees latitude (g = 980.6199 gals.).
 CR0041
 CR0041.The modeled gravity was interpolated from observed gravity values.
 CR0041
 CR0041;                    North         East    Units  Estimated Accuracy
 CR0041;SPC TXNC     - 2,106,780.    1,014,310.      MT  (+/- 180 meters Scaled)
 CR0041
 CR0041                          SUPERSEDED SURVEY CONTROL
 CR0041
 CR0041  NGVD 29 (??/??/92)   79.504  (m)          260.84   (f) ADJ UNCH    1 2
 CR0041
 CR0041.Superseded values are not recommended for survey control.
 CR0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0041.See file dsdata.txt to determine how the superseded data were derived.
 CR0041
 CR0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS979020(NAD 83)
 CR0041_MARKER: DB = BENCH MARK DISK
 CR0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0041_STAMPING: R 1021 1954
 CR0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0041+STABILITY: SURFACE MOTION
 CR0041
 CR0041  HISTORY     - Date     Condition        Report By
 CR0041  HISTORY     - 1954     MONUMENTED       CGS
 CR0041  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0041
 CR0041                          STATION DESCRIPTION
 CR0041
 CR0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0041'5.3 MI NW FROM WASKOM.
 CR0041'5.3 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0041'STATION AT WASKOM, AT A DIRT ROAD CROSSING, 5 RAILS SOUTHEAST OF THE
 CR0041'SOUTHEAST END OF A SWITCH, 44 FEET NORTHEAST OF THE NORTHEAST RAIL, 80
 CR0041'FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 3.6 FEET SOUTHWEST
 CR0041'OF A FENCE CORNER, 1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 CR0041'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CR0041
 CR0041                          STATION RECOVERY (1998)
 CR0041
 CR0041'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0009 ***********************************************************************
 CR0009  DESIGNATION -  R 1022
 CR0009  PID         -  CR0009
 CR0009  STATE/COUNTY-  TX/MARION
 CR0009  USGS QUAD   -  KELLYVILLE (1962)
 CR0009
 CR0009                         *CURRENT SURVEY CONTROL
 CR0009  ___________________________________________________________________
 CR0009* NAD 83(1986)-  32 47 07.     (N)    094 22 54.     (W)     SCALED    
 CR0009* NAVD 88     -        65.027  (meters)     213.34   (feet)  ADJUSTED  
 CR0009  ___________________________________________________________________
 CR0009  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR0009  DYNAMIC HT  -          64.955 (meters)     213.11  (feet)  COMP
 CR0009  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 CR0009
 CR0009  VERT ORDER  -  FIRST     CLASS II
 CR0009
 CR0009.The horizontal coordinates were scaled from a topographic map and have
 CR0009.an estimated accuracy of +/- 6 seconds.
 CR0009
 CR0009.The orthometric height was determined by differential leveling
 CR0009.and adjusted by the National Geodetic Survey in June 1991..
 CR0009
 CR0009.The geoid height was determined by GEOID03.
 CR0009
 CR0009.The dynamic height is computed by dividing the NAVD 88
 CR0009.geopotential number by the normal gravity value computed on the
 CR0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0009.degrees latitude (g = 980.6199 gals.).
 CR0009
 CR0009.The modeled gravity was interpolated from observed gravity values.
 CR0009
 CR0009;                    North         East    Units  Estimated Accuracy
 CR0009;SPC TXNC     - 2,131,600.      985,660.      MT  (+/- 180 meters Scaled)
 CR0009
 CR0009                          SUPERSEDED SURVEY CONTROL
 CR0009
 CR0009  NGVD 29 (??/??/92)   65.084  (m)          213.53   (f) ADJ UNCH    1 2
 CR0009
 CR0009.Superseded values are not recommended for survey control.
 CR0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0009.See file dsdata.txt to determine how the superseded data were derived.
 CR0009
 CR0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS706283(NAD 83)
 CR0009_MARKER: DB = BENCH MARK DISK
 CR0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0009_STAMPING: R 1022 1954
 CR0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0009+STABILITY: SURFACE MOTION
 CR0009
 CR0009  HISTORY     - Date     Condition        Report By
 CR0009  HISTORY     - 1954     MONUMENTED       CGS
 CR0009
 CR0009                          STATION DESCRIPTION
 CR0009
 CR0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0009'3.1 MI NW FROM JEFFERSON.
 CR0009'3.1 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0009'STATION AT JEFFERSON, AT THE WEST END OF BURFORD SIDING, AT THE
 CR0009'CROSSING OF FARM ROAD 728, 140 FEET WEST OF THE CENTER LINE OF THE
 CR0009'FARM ROAD, 77.5 FEET SOUTH OF THE SOUTH RAIL, 76 FEET EAST OF THE
 CR0009'SOUTHEAST CORNER OF A VACANT HOUSE, 12.3 FEET SOUTHWEST OF A 26 INCH
 CR0009'OAK TREE, 2.5 FEET NORTH OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST,
 CR0009'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CR0009'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0410 ***********************************************************************
 DM0410  DESIGNATION -  R 1024
 DM0410  PID         -  DM0410
 DM0410  STATE/COUNTY-  TX/HOPKINS
 DM0410  USGS QUAD   -  SULPHUR SPRINGS SE (1964)
 DM0410
 DM0410                         *CURRENT SURVEY CONTROL
 DM0410  ___________________________________________________________________
 DM0410* NAD 83(1986)-  33 05 37.     (N)    095 30 20.     (W)     SCALED    
 DM0410* NAVD 88     -       161.608  (meters)     530.21   (feet)  ADJUSTED  
 DM0410  ___________________________________________________________________
 DM0410  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DM0410  DYNAMIC HT  -         161.430 (meters)     529.62  (feet)  COMP
 DM0410  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 DM0410
 DM0410  VERT ORDER  -  FIRST     CLASS II
 DM0410
 DM0410.The horizontal coordinates were scaled from a topographic map and have
 DM0410.an estimated accuracy of +/- 6 seconds.
 DM0410
 DM0410.The orthometric height was determined by differential leveling
 DM0410.and adjusted by the National Geodetic Survey in June 1991..
 DM0410
 DM0410.The geoid height was determined by GEOID03.
 DM0410
 DM0410.The dynamic height is computed by dividing the NAVD 88
 DM0410.geopotential number by the normal gravity value computed on the
 DM0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0410.degrees latitude (g = 980.6199 gals.).
 DM0410
 DM0410.The modeled gravity was interpolated from observed gravity values.
 DM0410
 DM0410;                    North         East    Units  Estimated Accuracy
 DM0410;SPC TXNC     - 2,162,220.      879,470.      MT  (+/- 180 meters Scaled)
 DM0410
 DM0410                          SUPERSEDED SURVEY CONTROL
 DM0410
 DM0410  NGVD 29 (??/??/92)  161.607  (m)          530.21   (f) ADJ UNCH    1 2
 DM0410
 DM0410.Superseded values are not recommended for survey control.
 DM0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0410.See file dsdata.txt to determine how the superseded data were derived.
 DM0410
 DM0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS661644(NAD 83)
 DM0410_MARKER: DB = BENCH MARK DISK
 DM0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0410_STAMPING: R 1024 1954
 DM0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0410+STABILITY: SURFACE MOTION
 DM0410
 DM0410  HISTORY     - Date     Condition        Report By
 DM0410  HISTORY     - 1954     MONUMENTED       CGS
 DM0410  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 DM0410
 DM0410                          STATION DESCRIPTION
 DM0410
 DM0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0410'6.2 MI SE FROM SULPHUR SPRINGS.
 DM0410'6.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0410'STATION AT SULPHUR SPRINGS, 2 1/2 POLES NORTHWEST OF MILEPOST T - 134,
 DM0410'192 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 50 YARDS WEST OF THE
 DM0410'SOUTHWEST CORNER OF A FARMHOUSE, 45 FEET NORTHEAST OF THE NORTHEAST
 DM0410'RAIL, 18 FEET NORTHWEST OF A 24 INCH OAK TREE, 2 FEET SOUTHWEST OF A
 DM0410'FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 DM0410'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DM0410
 DM0410                          STATION RECOVERY (1995)
 DM0410
 DM0410'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0282 ***********************************************************************
 CR0282  DESIGNATION -  R 1025
 CR0282  PID         -  CR0282
 CR0282  STATE/COUNTY-  TX/WOOD
 CR0282  USGS QUAD   -  WINNSBORO (1980)
 CR0282
 CR0282                         *CURRENT SURVEY CONTROL
 CR0282  ___________________________________________________________________
 CR0282* NAD 83(1993)-  32 56 35.11897(N)    095 16 31.77101(W)     ADJUSTED  
 CR0282* NAVD 88     -       153.496  (meters)     503.59   (feet)  ADJUSTED  
 CR0282  ___________________________________________________________________
 CR0282  X           -    -492,641.007 (meters)                     COMP
 CR0282  Y           -  -5,335,320.503 (meters)                     COMP
 CR0282  Z           -   3,448,732.622 (meters)                     COMP
 CR0282  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CR0282  ELLIP HEIGHT-         127.11  (meters)          (02/16/96) GPS OBS
 CR0282  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR0282  DYNAMIC HT  -         153.324 (meters)     503.03  (feet)  COMP
 CR0282  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 CR0282
 CR0282  HORZ ORDER  -  THIRD
 CR0282  VERT ORDER  -  FIRST     CLASS II
 CR0282  ELLP ORDER  -  FIFTH     CLASS I
 CR0282
 CR0282.The horizontal coordinates were established by GPS observations
 CR0282.and adjusted by the National Geodetic Survey in February 1996..
 CR0282
 CR0282.The orthometric height was determined by differential leveling
 CR0282.and adjusted by the National Geodetic Survey in June 1991..
 CR0282
 CR0282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR0282
 CR0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0282
 CR0282.The ellipsoidal height was determined by GPS observations
 CR0282.and is referenced to NAD 83.
 CR0282
 CR0282.The geoid height was determined by GEOID03.
 CR0282
 CR0282.The dynamic height is computed by dividing the NAVD 88
 CR0282.geopotential number by the normal gravity value computed on the
 CR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0282.degrees latitude (g = 980.6199 gals.).
 CR0282
 CR0282.The modeled gravity was interpolated from observed gravity values.
 CR0282
 CR0282;                    North         East     Units Scale Factor Converg.
 CR0282;SPC TXNC     - 2,146,168.675   901,448.749   MT  0.99987441   +1 45 31.1
 CR0282;SPC TXNC     - 7,041,221.73  2,957,503.10   sFT  0.99987441   +1 45 31.1
 CR0282;UTM  15      - 3,647,275.646   287,273.633   MT  1.00015800   -1 14 16.4
 CR0282
 CR0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0282!SPC TXNC     -   0.99998004  x   0.99987441  =   0.99985446
 CR0282!UTM  15      -   0.99998004  x   1.00015800  =   1.00013804
 CR0282
 CR0282|---------------------------------------------------------------------|
 CR0282| PID    Reference Object                     Distance      Geod. Az  |
 CR0282|                                                           dddmmss.s |
 CR0282| CR1383 WINPORT                             199.282 METERS 26357     |
 CR0282|---------------------------------------------------------------------|
 CR0282
 CR0282                          SUPERSEDED SURVEY CONTROL
 CR0282
 CR0282  NAD 83(1993)-  32 56 35.12207(N)    095 16 31.76754(W) AD(       ) 3
 CR0282  ELLIP H (01/21/93)  126.86   (m)                       GP(       ) 4 2
 CR0282  NAD 83(1986)-  32 56 35.12047(N)    095 16 31.75353(W) AD(       ) 3
 CR0282  NAD 27      -  32 56 34.64503(N)    095 16 30.93079(W) AD(       ) 3
 CR0282  NGVD 29 (??/??/92)  153.500  (m)          503.61   (f) ADJ UNCH    1 2
 CR0282
 CR0282.Superseded values are not recommended for survey control.
 CR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0282.See file dsdata.txt to determine how the superseded data were derived.
 CR0282
 CR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS8727447276(NAD 83)
 CR0282_MARKER: DB = BENCH MARK DISK
 CR0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0282_SP_SET: CONCRETE POST
 CR0282_STAMPING: R 1025 1954
 CR0282_MARK LOGO: CGS   
 CR0282_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0282+STABILITY: SURFACE MOTION
 CR0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0282+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1991
 CR0282
 CR0282  HISTORY     - Date     Condition        Report By
 CR0282  HISTORY     - 1954     MONUMENTED       CGS
 CR0282  HISTORY     - 19871015 GOOD             NGS
 CR0282  HISTORY     - 19880127 GOOD
 CR0282  HISTORY     - 19910317 GOOD             NGS
 CR0282  HISTORY     - 19950826 GOOD             USPSQD
 CR0282
 CR0282                          STATION DESCRIPTION
 CR0282
 CR0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0282'1.3 MI SE FROM WINNSBORO.
 CR0282'1.3 MILES SOUTHEAST ALONG FARM ROAD 852 FROM THE LOUISIANA AND
 CR0282'ARKANSAS RAILROAD STATION AT WINNSBORO, 2.4 FEET SOUTHEAST OF THE
 CR0282'SOUTH CORNER OF A CATTLE GUARD, 11 FEET SOUTHEAST OF THE CENTER OF THE
 CR0282'MAIN ENTRANCE TO THE MULINAX AIRPORT, 10 FEET SOUTHWEST OF THE NORTH
 CR0282'CORNER OF THE OFFICE BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0282'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CR0282
 CR0282                          STATION RECOVERY (1987)
 CR0282
 CR0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CR0282'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) NORTHEAST OF QUITMAN,
 CR0282'AND 2 KM (1.25 MI) SOUTHEAST OF WINNSBORO, NEAR THE NORTH EDGE OF THE
 CR0282'WINNSBORO MUNICIPAL AIRPORT. OWNERSHIP--CITY OF
 CR0282'WINNSBORO,WINNSBORO,TX.
 CR0282'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND FARM
 CR0282'ROAD 515 AT THE SOUTH SIDE OF WINNSBORO.  GO EAST ON FARM ROAD 515
 CR0282'FOR 1.4 KM (0.85 MI) TO FARM ROAD 852 ON THE RIGHT.  TURN RIGHT AND
 CR0282'GO SOUTHEAST ON FARM ROAD 852 FOR 0.5 KM (0.30 MI) TO WOOD COUNTY
 CR0282'ROAD 4068 ON THE RIGHT.  CONTINUE AHEAD, ON FARM ROAD 852, FOR 0.3 KM
 CR0282'(0.20 MI) TO A DIRT ROAD AND THE STATION ON THE RIGHT AT A
 CR0282'CATTLEGUARD WITH GATE.
 CR0282'THE MARK IS SET 1.1 M (3.6 FT) SOUTHWEST OF THE PIPE FENCE, 0.9 M
 CR0282'(3.0 FT) SOUTHEAST OF THE SOUTH CORNER OF THE CATTLE GUARD, AND 0.3 M
 CR0282'(1.0 FT) WEST OF A WITNESS POST.
 CR0282'DESCRIBED BY B.L.L.
 CR0282
 CR0282                          STATION RECOVERY (1988)
 CR0282
 CR0282'RECOVERED 1988
 CR0282'RECOVERED IN GOOD CONDITION.
 CR0282
 CR0282                          STATION RECOVERY (1991)
 CR0282
 CR0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CR0282'STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) NORTHEAST OF QUITMAN, 1.25
 CR0282'MI (2.01 KM) SOUTHEAST OF WINNSBORO, NEAR THE NORTHEAST CORNER OF
 CR0282'PROPERTY OF THE WINNSBORO MUNICIPAL AIRPORT, AT THE SOUTHEAST SIDE OF
 CR0282'FARM ROAD 852, AT A CATTLE GUARD AND IRON GATE ENTRANCE TO A PASTURE.
 CR0282'OWNERSHIP--CITY OF WINNSBORRO, WINNSBORO, TX.
 CR0282'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 37 AND FARM ROAD
 CR0282'515, LOCATED NEAR THE SOUTH EDGE OF WINNSBORRO, GO EAST ALONG FARM
 CR0282'ROAD 515 FOR 0.85 MI (1.37 KM) TO THE JUNCTION OF FARM ROAD 852 ON
 CR0282'THE RIGHT. TURN RIGHT, SOUTHEAST, ALONG FARM ROAD 852 FOR 0.35 MI
 CR0282'(0.56 KM) TO WOOD COUNTY ROAD 4068 (ENTRANCE ROAD TO AIRPORT) ON THE
 CR0282'RIGHT. CONTINUE SOUTHEAST ALONG FARM ROAD 852 FOR 0.2 MI (0.3 KM) TO
 CR0282'A DIRT ENTRANCE ROAD ON THE RIGHT LEADING TO A CATTLE GUARD AND IRON
 CR0282'GATE AND THE STATION JUST INSIDE GATE AT THE SOUTHEAST CORNER OF THE
 CR0282'CATTLE GUARD.
 CR0282'STATION IS 63.0 FT (19.2 M) SOUTHWEST OF THE CENTER OF THE FARM ROAD,
 CR0282'4.5 FT (1.4 M) SOUTHWEST OF A FENCELINE, 2.0 FT (0.6 M) EAST OF THE
 CR0282'SOUTHEAST CORNER OF THE CATTLE GUARD, 12.0 FT (3.7 M) EAST OF A DIRT
 CR0282'ENTRANCE ROAD, 0.5 FT (0.2 M) WEST OF A FIBERGLASS WITNESS POST, AND
 CR0282'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CR0282
 CR0282                          STATION RECOVERY (1995)
 CR0282
 CR0282'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0265 ***********************************************************************
 AX0265  DESIGNATION -  R 1026
 AX0265  PID         -  AX0265
 AX0265  STATE/COUNTY-  TX/WALLER
 AX0265  USGS QUAD   -  SUNNY SIDE (1980)
 AX0265
 AX0265                         *CURRENT SURVEY CONTROL
 AX0265  ___________________________________________________________________
 AX0265* NAD 83(1986)-  29 55 03.     (N)    096 00 49.     (W)     SCALED    
 AX0265* NAVD 88     -        50.62   (+/-2cm)     166.1    (feet)  VERTCON   
 AX0265  ___________________________________________________________________
 AX0265  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AX0265
 AX0265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0265
 AX0265.The horizontal coordinates were scaled from a topographic map and have
 AX0265.an estimated accuracy of +/- 6 seconds.
 AX0265
 AX0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0265.The vertical order pertains to the NGVD 29 superseded value.
 AX0265
 AX0265.The geoid height was determined by GEOID03.
 AX0265
 AX0265;                    North         East    Units  Estimated Accuracy
 AX0265;SPC TXSC     - 4,234,670.      888,330.      MT  (+/- 180 meters Scaled)
 AX0265
 AX0265                          SUPERSEDED SURVEY CONTROL
 AX0265
 AX0265  NGVD 29 (??/??/92)   50.602  (m)          166.02   (f) ADJ UNCH    2 0
 AX0265
 AX0265.Superseded values are not recommended for survey control.
 AX0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0265.See file dsdata.txt to determine how the superseded data were derived.
 AX0265
 AX0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU883133(NAD 83)
 AX0265_MARKER: DB = BENCH MARK DISK
 AX0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0265_STAMPING: R 1026 1954
 AX0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0265+STABILITY: SURFACE MOTION
 AX0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0265+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0265
 AX0265  HISTORY     - Date     Condition        Report By
 AX0265  HISTORY     - 1954     MONUMENTED       CGS
 AX0265  HISTORY     - 1967     GOOD             NGS
 AX0265  HISTORY     - 20041016 GOOD             USPSQD
 AX0265
 AX0265                          STATION DESCRIPTION
 AX0265
 AX0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AX0265'16.55 MI SW FROM WALLER.
 AX0265'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW
 AX0265'ORLEANS RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG
 AX0265'MATHIS ROAD, THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.1
 AX0265'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 AX0265'GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG FARM ROAD 362, THENCE 3.35
 AX0265'MILES WEST ALONG A FARM ROAD TO SITE OF MARK, 67 FEET WEST OF THE
 AX0265'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 200 FEET SOUTHWEST OF THE
 AX0265'CENTER LINE OF A DIRT ROAD LEADING NORTH, 40 FEET SOUTH OF CENTER LINE
 AX0265'OF THE FARM ROAD, 1 FOOT NORTH OF FENCE, AND 1 FOOT WEST OF A METAL
 AX0265'WITNESS POST.  A C AND GS BENCH MARK DISK SET IN A CONCRETE POST WHICH
 AX0265'PROJECTS 4 INCHES ABOVE SURFACE OF GROUND.
 AX0265
 AX0265                          STATION RECOVERY (2004)
 AX0265
 AX0265'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0265'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0255 ***********************************************************************
 AX0255  DESIGNATION -  R 1027
 AX0255  PID         -  AX0255
 AX0255  STATE/COUNTY-  TX/AUSTIN
 AX0255  USGS QUAD   -  BURLEIGH (1981)
 AX0255
 AX0255                         *CURRENT SURVEY CONTROL
 AX0255  ___________________________________________________________________
 AX0255* NAD 83(1986)-  29 59 16.     (N)    096 07 54.     (W)     SCALED    
 AX0255* NAVD 88     -        47.59   (+/-2cm)     156.1    (feet)  VERTCON   
 AX0255  ___________________________________________________________________
 AX0255  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0255
 AX0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0255
 AX0255.The horizontal coordinates were scaled from a topographic map and have
 AX0255.an estimated accuracy of +/- 6 seconds.
 AX0255
 AX0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0255.The vertical order pertains to the NGVD 29 superseded value.
 AX0255
 AX0255.The geoid height was determined by GEOID03.
 AX0255
 AX0255;                    North         East    Units  Estimated Accuracy
 AX0255;SPC TXSC     - 4,242,170.      876,740.      MT  (+/- 180 meters Scaled)
 AX0255
 AX0255                          SUPERSEDED SURVEY CONTROL
 AX0255
 AX0255  NGVD 29 (??/??/92)   47.577  (m)          156.09   (f) ADJ UNCH    2 0
 AX0255
 AX0255.Superseded values are not recommended for survey control.
 AX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0255.See file dsdata.txt to determine how the superseded data were derived.
 AX0255
 AX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU767208(NAD 83)
 AX0255_MARKER: DB = BENCH MARK DISK
 AX0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0255_STAMPING: R 1027 1954
 AX0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0255+STABILITY: SURFACE MOTION
 AX0255
 AX0255  HISTORY     - Date     Condition        Report By
 AX0255  HISTORY     - 1954     MONUMENTED       CGS
 AX0255  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 AX0255
 AX0255                          STATION DESCRIPTION
 AX0255
 AX0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0255'3.0 MI S FROM COCHRAN.
 AX0255'3.0 MILES SOUTH ALONG A PAVED ROAD FROM THE ELEMENTARY SCHOOL AT
 AX0255'COCHRAN, 53 FEET WEST OF THE CENTER LINE OF A PAVED ROAD, AT THE SOUTH
 AX0255'END OF THE PAVED ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE
 AX0255'GRAVELED ROAD 24 FEET WEST OF A POWER POLE, 2.2 FEET SOUTH OF A FENCE,
 AX0255'2.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AX0255'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AX0255
 AX0255                          STATION RECOVERY (1999)
 AX0255
 AX0255'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4641 ***********************************************************************
 AW4641  DESIGNATION -  R 1028
 AW4641  PID         -  AW4641
 AW4641  STATE/COUNTY-  TX/WALLER
 AW4641  USGS QUAD   -  BROOKSHIRE (1980)
 AW4641
 AW4641                         *CURRENT SURVEY CONTROL
 AW4641  ___________________________________________________________________
 AW4641* NAD 83(1986)-  29 51 55.     (N)    096 00 00.     (W)     SCALED    
 AW4641* NAVD 88     -        47.20   (+/-2cm)     154.9    (feet)  VERTCON   
 AW4641  ___________________________________________________________________
 AW4641  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW4641
 AW4641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4641
 AW4641.The horizontal coordinates were scaled from a topographic map and have
 AW4641.an estimated accuracy of +/- 6 seconds.
 AW4641
 AW4641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4641.The vertical order pertains to the NGVD 29 superseded value.
 AW4641
 AW4641.The geoid height was determined by GEOID03.
 AW4641
 AW4641;                    North         East    Units  Estimated Accuracy
 AW4641;SPC TXSC     - 4,228,910.      889,790.      MT  (+/- 180 meters Scaled)
 AW4641
 AW4641                          SUPERSEDED SURVEY CONTROL
 AW4641
 AW4641  NGVD 29 (??/??/92)   47.18   (m)          154.8    (f) COMPUTED    2 0
 AW4641
 AW4641.Superseded values are not recommended for survey control.
 AW4641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4641.See file dsdata.txt to determine how the superseded data were derived.
 AW4641
 AW4641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU898076(NAD 83)
 AW4641_MARKER: DB = BENCH MARK DISK
 AW4641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4641_SP_SET: CONCRETE POST
 AW4641_STAMPING: R 1028 1954
 AW4641_MARK LOGO: CGS   
 AW4641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4641+STABILITY: SURFACE MOTION
 AW4641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4641+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AW4641
 AW4641  HISTORY     - Date     Condition        Report By
 AW4641  HISTORY     - 1954     MONUMENTED       CGS
 AW4641  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AW4641  HISTORY     - 20041016 GOOD             USPSQD
 AW4641
 AW4641                          STATION DESCRIPTION
 AW4641
 AW4641'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW4641'6.7 MI NW FROM BROOKSHIRE.
 AW4641'0.2 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 AW4641'FROM THE STATION AT BROOKSHIRE, THENCE 6.5 MILES NORTHWEST ALONG FARM
 AW4641'ROAD 359, 0.15 MILE SOUTH OF A SMALL CONCRETE BRIDGE, 48 FEET EAST OF
 AW4641'THE CENTER LINE OF THE FARM ROAD, 1.8 FEET WEST OF A FENCE, 2.8 FEET
 AW4641'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW4641'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AW4641
 AW4641                          STATION RECOVERY (1992)
 AW4641
 AW4641'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW4641'MARK NOT FOUND.
 AW4641
 AW4641                          STATION RECOVERY (2004)
 AW4641
 AW4641'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4641'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0226 ***********************************************************************
 AX0226  DESIGNATION -  R 1029
 AX0226  PID         -  AX0226
 AX0226  STATE/COUNTY-  TX/AUSTIN
 AX0226  USGS QUAD   -  BURLEIGH (1981)
 AX0226
 AX0226                         *CURRENT SURVEY CONTROL
 AX0226  ___________________________________________________________________
 AX0226* NAD 83(1986)-  29 59 49.     (N)    096 11 32.     (W)     SCALED    
 AX0226* NAVD 88     -        51.43   (+/-2cm)     168.7    (feet)  VERTCON   
 AX0226  ___________________________________________________________________
 AX0226  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0226
 AX0226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0226
 AX0226.The horizontal coordinates were scaled from a topographic map and have
 AX0226.an estimated accuracy of +/- 6 seconds.
 AX0226
 AX0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0226.The vertical order pertains to the NGVD 29 superseded value.
 AX0226
 AX0226.The geoid height was determined by GEOID03.
 AX0226
 AX0226;                    North         East    Units  Estimated Accuracy
 AX0226;SPC TXSC     - 4,243,040.      870,880.      MT  (+/- 180 meters Scaled)
 AX0226
 AX0226                          SUPERSEDED SURVEY CONTROL
 AX0226
 AX0226  NGVD 29 (??/??/92)   51.409  (m)          168.66   (f) ADJ UNCH    2 0
 AX0226
 AX0226.Superseded values are not recommended for survey control.
 AX0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0226.See file dsdata.txt to determine how the superseded data were derived.
 AX0226
 AX0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU708217(NAD 83)
 AX0226_MARKER: DB = BENCH MARK DISK
 AX0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0226_STAMPING: R 1029 1954
 AX0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0226+STABILITY: SURFACE MOTION
 AX0226
 AX0226  HISTORY     - Date     Condition        Report By
 AX0226  HISTORY     - 1954     MONUMENTED       CGS
 AX0226  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AX0226
 AX0226                          STATION DESCRIPTION
 AX0226
 AX0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0226'4.95 MI NE FROM BELLVILLE.
 AX0226'4.95 MILES NORTHEAST ALONG STATE HIGHWAY 159 FROM THE GULF, COLORADO
 AX0226'AND SANTA FE RAILROAD STATION AT BELLVILLE, 59 FEET SOUTHEAST OF THE
 AX0226'CENTER LINE OF THE HIGHWAY, 2.4 FEET NORTHWEST OF A FENCE, 2.6 FEET
 AX0226'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AX0226'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AX0226
 AX0226                          STATION RECOVERY (1999)
 AX0226
 AX0226'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0018 ***********************************************************************
 BO0018  DESIGNATION -  R 103
 BO0018  PID         -  BO0018
 BO0018  STATE/COUNTY-  TX/SUTTON
 BO0018  USGS QUAD   -  LIVE OAK DRAW (1982)
 BO0018
 BO0018                         *CURRENT SURVEY CONTROL
 BO0018  ___________________________________________________________________
 BO0018* NAD 83(1986)-  30 29 21.     (N)    100 21 05.     (W)     SCALED    
 BO0018* NAVD 88     -       702.679  (meters)    2305.37   (feet)  POSTED    
 BO0018  ___________________________________________________________________
 BO0018  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 BO0018  DYNAMIC HT  -         701.670 (meters)    2302.06  (feet)  COMP
 BO0018  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 BO0018
 BO0018  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0018
 BO0018.The horizontal coordinates were scaled from a topographic map and have
 BO0018.an estimated accuracy of +/- 6 seconds.
 BO0018
 BO0018.The orthometric height was determined by differential leveling
 BO0018.and adjusted by the National Geodetic Survey in 1992..
 BO0018.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0018.rate of 1.1 thru 2.0 mm/km.
 BO0018
 BO0018.The geoid height was determined by GEOID03.
 BO0018
 BO0018.The dynamic height is computed by dividing the NAVD 88
 BO0018.geopotential number by the normal gravity value computed on the
 BO0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0018.degrees latitude (g = 980.6199 gals.).
 BO0018
 BO0018.The modeled gravity was interpolated from observed gravity values.
 BO0018
 BO0018;                    North         East    Units  Estimated Accuracy
 BO0018;SPC TX C     - 3,091,180.      698,270.      MT  (+/- 180 meters Scaled)
 BO0018
 BO0018                          SUPERSEDED SURVEY CONTROL
 BO0018
 BO0018  NGVD 29 (??/??/92)  702.551  (m)         2304.95   (f) ADJ UNCH    1 2
 BO0018
 BO0018.Superseded values are not recommended for survey control.
 BO0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0018.See file dsdata.txt to determine how the superseded data were derived.
 BO0018
 BO0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU703737(NAD 83)
 BO0018_MARKER: DB = BENCH MARK DISK
 BO0018_SETTING: 66 = SET IN ROCK OUTCROP
 BO0018_SP_SET: BEDROCK
 BO0018_STAMPING: R 103 1932
 BO0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0018+STABILITY: POSITION/ELEVATION WELL
 BO0018
 BO0018  HISTORY     - Date     Condition        Report By
 BO0018  HISTORY     - 1932     MONUMENTED       CGS
 BO0018  HISTORY     - 1958     GOOD             NGS
 BO0018
 BO0018                          STATION DESCRIPTION
 BO0018
 BO0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0018'19.5 MI E FROM SONORA.
 BO0018'ABOUT 19.5 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0018'3RD STREET AND CROCKETT AVENUE AT SONORA, IN TOP OF BEDROCK AND
 BO0018'SURROUNDED BY A CIRCLE OF LOOSE ROCK, 39 FEET NORTH OF THE CENTER LINE
 BO0018'OF THE HIGHWAY, 98 FEET NORTHWEST OF THE CENTER LINE OF THE
 BO0018'INTERSECTION OF A DIRT ROAD LEADING SOUTH, 74 FEET WEST OF THE CENTER
 BO0018'LINE OF A WOODEN GATE, 15 FEET SOUTH OF A FENCE LINE, AND ABOUT 2 FEET
 BO0018'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0180 ***********************************************************************
 BM0180  DESIGNATION -  R 1030
 BM0180  PID         -  BM0180
 BM0180  STATE/COUNTY-  TX/AUSTIN
 BM0180  USGS QUAD   -  KENNEY (1989)
 BM0180
 BM0180                         *CURRENT SURVEY CONTROL
 BM0180  ___________________________________________________________________
 BM0180* NAD 83(1986)-  30 03 01.     (N)    096 16 59.     (W)     SCALED    
 BM0180* NAVD 88     -        91.28   (+/-2cm)     299.5    (feet)  VERTCON   
 BM0180  ___________________________________________________________________
 BM0180  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BM0180
 BM0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0180
 BM0180.The horizontal coordinates were scaled from a topographic map and have
 BM0180.an estimated accuracy of +/- 6 seconds.
 BM0180
 BM0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0180.The vertical order pertains to the NGVD 29 superseded value.
 BM0180
 BM0180.The geoid height was determined by GEOID03.
 BM0180
 BM0180;                    North         East    Units  Estimated Accuracy
 BM0180;SPC TXSC     - 4,248,750.      861,980.      MT  (+/- 180 meters Scaled)
 BM0180
 BM0180                          SUPERSEDED SURVEY CONTROL
 BM0180
 BM0180  NGVD 29 (??/??/92)   91.255  (m)          299.39   (f) ADJ UNCH    2 0
 BM0180
 BM0180.Superseded values are not recommended for survey control.
 BM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0180.See file dsdata.txt to determine how the superseded data were derived.
 BM0180
 BM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU619274(NAD 83)
 BM0180_MARKER: DB = BENCH MARK DISK
 BM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0180_STAMPING: R 1030 1954
 BM0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0180+STABILITY: SURFACE MOTION
 BM0180
 BM0180  HISTORY     - Date     Condition        Report By
 BM0180  HISTORY     - 1954     MONUMENTED       CGS
 BM0180  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0180  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0180
 BM0180                          STATION DESCRIPTION
 BM0180
 BM0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0180'2.6 MI NE FROM KENNEY.
 BM0180'0.6 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BM0180'THE STATION AT KENNEY, THENCE 2.0 MILES NORTHEAST ALONG A GRADED DIRT
 BM0180'ROAD, 26 FEET NORTH OF THE CENTER LINE OF A ROAD, 1.4 FEET SOUTH OF A
 BM0180'FENCE, 2.4 FEET WEST OF A WITNESS POST, 0.1 MILE WEST OF A CHURCH, SET
 BM0180'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BM0180'GROUND.
 BM0180
 BM0180                          STATION RECOVERY (1991)
 BM0180
 BM0180'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0180'MARK NOT FOUND.
 BM0180
 BM0180                          STATION RECOVERY (1999)
 BM0180
 BM0180'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1534 ***********************************************************************
 BL1534  DESIGNATION -  R 1031
 BL1534  PID         -  BL1534
 BL1534  STATE/COUNTY-  TX/WALLER
 BL1534  USGS QUAD   -  WALLER NW (1980)
 BL1534
 BL1534                         *CURRENT SURVEY CONTROL
 BL1534  ___________________________________________________________________
 BL1534* NAD 83(1986)-  30 10 06.     (N)    095 55 57.     (W)     SCALED    
 BL1534* NAVD 88     -        97.73   (+/-2cm)     320.6    (feet)  VERTCON   
 BL1534  ___________________________________________________________________
 BL1534  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL1534
 BL1534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1534
 BL1534.The horizontal coordinates were scaled from a topographic map and have
 BL1534.an estimated accuracy of +/- 6 seconds.
 BL1534
 BL1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1534.The vertical order pertains to the NGVD 29 superseded value.
 BL1534
 BL1534.The geoid height was determined by GEOID03.
 BL1534
 BL1534;                    North         East    Units  Estimated Accuracy
 BL1534;SPC TXSC     - 4,262,660.      895,430.      MT  (+/- 180 meters Scaled)
 BL1534
 BL1534                          SUPERSEDED SURVEY CONTROL
 BL1534
 BL1534  NGVD 29 (??/??/92)   97.711  (m)          320.57   (f) ADJ UNCH    2 0
 BL1534
 BL1534.Superseded values are not recommended for survey control.
 BL1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1534.See file dsdata.txt to determine how the superseded data were derived.
 BL1534
 BL1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP175410(NAD 83)
 BL1534_MARKER: DB = BENCH MARK DISK
 BL1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1534_STAMPING: R 1031 1954
 BL1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1534+STABILITY: SURFACE MOTION
 BL1534
 BL1534  HISTORY     - Date     Condition        Report By
 BL1534  HISTORY     - 1954     MONUMENTED       CGS
 BL1534  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1534
 BL1534                          STATION DESCRIPTION
 BL1534
 BL1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1534'10.05 MI E FROM HOWTH.
 BL1534'0.35 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL1534'STATION SIGN AT HOWTH, THENCE 0.45 MILE EAST ALONG FARM ROAD 1736,
 BL1534'THENCE 4.4 MILES EAST ALONG GRAVELED ROAD, THENCE 0.25 MILE NORTH
 BL1534'ALONG A GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD,
 BL1534'THENCE 0.45 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.35 MILES
 BL1534'EAST ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE NORTH ALONG AN OILED
 BL1534'ROAD, THENCE 1.1 MILES EAST ALONG A GRADED DIRT RAOD, THENCE 0.2 MILE
 BL1534'SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRADED
 BL1534'DIRT ROAD, THENCE 0.15 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 BL1534'0.45 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.15 MILE SOUTH ALONG
 BL1534'GRADED DIRT ROAD, 19 FEET EAST OF THE CENTER LINE OF A ROAD, 0.25 MILE
 BL1534'NORTH OF FARM ROAD 1098, 1 FOOT WEST OF A FENCE, 2.4 FEET NORTH OF A
 BL1534'WINTESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BL1534'FOOT ABOVE THE GROUND.
 BL1534
 BL1534                          STATION RECOVERY (1987)
 BL1534
 BL1534'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0102 ***********************************************************************
 BM0102  DESIGNATION -  R 1032
 BM0102  PID         -  BM0102
 BM0102  STATE/COUNTY-  TX/WASHINGTON
 BM0102  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0102
 BM0102                         *CURRENT SURVEY CONTROL
 BM0102  ___________________________________________________________________
 BM0102* NAD 83(1986)-  30 08 03.     (N)    096 18 43.     (W)     SCALED    
 BM0102* NAVD 88     -        96.57   (+/-2cm)     316.8    (feet)  VERTCON   
 BM0102  ___________________________________________________________________
 BM0102  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BM0102
 BM0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0102
 BM0102.The horizontal coordinates were scaled from a topographic map and have
 BM0102.an estimated accuracy of +/- 6 seconds.
 BM0102
 BM0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0102.The vertical order pertains to the NGVD 29 superseded value.
 BM0102
 BM0102.The geoid height was determined by GEOID03.
 BM0102
 BM0102;                    North         East    Units  Estimated Accuracy
 BM0102;SPC TX C     - 3,058,830.    1,087,400.      MT  (+/- 180 meters Scaled)
 BM0102
 BM0102                          SUPERSEDED SURVEY CONTROL
 BM0102
 BM0102  NGVD 29 (??/??/92)   96.537  (m)          316.72   (f) ADJ UNCH    2 0
 BM0102
 BM0102.Superseded values are not recommended for survey control.
 BM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0102.See file dsdata.txt to determine how the superseded data were derived.
 BM0102
 BM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU589367(NAD 83)
 BM0102_MARKER: DB = BENCH MARK DISK
 BM0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0102_STAMPING: R 1032 1954
 BM0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0102+STABILITY: SURFACE MOTION
 BM0102
 BM0102  HISTORY     - Date     Condition        Report By
 BM0102  HISTORY     - 1954     MONUMENTED       CGS
 BM0102  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0102  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0102
 BM0102                          STATION DESCRIPTION
 BM0102
 BM0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0102'3.5 MI W FROM CHAPEL HILL.
 BM0102'3.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0102'STATION SIGN AT CHAPEL HILL, 102 FEET NORTHWEST OF MILEPOST 15, 40.4
 BM0102'FEET NORTH OF THE NORTH RAIL, 5.5 FEET WEST OF A TELEPHONE POLE, 2.4
 BM0102'FEET EAST OF A WITNESS POST, 3 FEET BELOW THE TOP OF THE RAILS, SET IN
 BM0102'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 BM0102
 BM0102                          STATION RECOVERY (1994)
 BM0102
 BM0102'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0102'MARK NOT FOUND.
 BM0102
 BM0102                          STATION RECOVERY (1994)
 BM0102
 BM0102'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1516 ***********************************************************************
 BL1516  DESIGNATION -  R 1033
 BL1516  PID         -  BL1516
 BL1516  STATE/COUNTY-  TX/GRIMES
 BL1516  USGS QUAD   -  STONEHAM (1961)
 BL1516
 BL1516                         *CURRENT SURVEY CONTROL
 BL1516  ___________________________________________________________________
 BL1516* NAD 83(1986)-  30 16 41.     (N)    095 53 31.     (W)     SCALED    
 BL1516* NAVD 88     -       100.18   (+/-2cm)     328.7    (feet)  VERTCON   
 BL1516  ___________________________________________________________________
 BL1516  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1516
 BL1516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1516
 BL1516.The horizontal coordinates were scaled from a topographic map and have
 BL1516.an estimated accuracy of +/- 6 seconds.
 BL1516
 BL1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1516.The vertical order pertains to the NGVD 29 superseded value.
 BL1516
 BL1516.The geoid height was determined by GEOID03.
 BL1516
 BL1516;                    North         East    Units  Estimated Accuracy
 BL1516;SPC TX C     - 3,076,310.    1,127,200.      MT  (+/- 180 meters Scaled)
 BL1516
 BL1516                          SUPERSEDED SURVEY CONTROL
 BL1516
 BL1516  NGVD 29 (??/??/92)  100.158  (m)          328.60   (f) ADJ UNCH    2 0
 BL1516
 BL1516.Superseded values are not recommended for survey control.
 BL1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1516.See file dsdata.txt to determine how the superseded data were derived.
 BL1516
 BL1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP218531(NAD 83)
 BL1516_MARKER: DB = BENCH MARK DISK
 BL1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1516_STAMPING: R 1033 1954
 BL1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1516+STABILITY: SURFACE MOTION
 BL1516
 BL1516  HISTORY     - Date     Condition        Report By
 BL1516  HISTORY     - 1954     MONUMENTED       CGS
 BL1516
 BL1516                          STATION DESCRIPTION
 BL1516
 BL1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1516'11.9 MI W FROM MAGNOLIA.
 BL1516'7.0 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1516'RAILROAD FROM THE STATION AT MAGNOLIA, THENCE 2.9 MILES WEST ALONG A
 BL1516'TRACK ROAD, THENCE 0.3 MILE NORTH ALONG A TRACK ROAD, THENCE 0.6 MILE
 BL1516'WEST ALONG A TRACK ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A TRACK
 BL1516'ROAD, 100 FEET WEST OF THE WEST BANK OF A CREE, 20 FEET SOUTH OF THE
 BL1516'CENTER LINE OF A TRACK ROAD, 3 FEET NORTH OF A WITNESS POST, SET IN
 BL1516'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0720 ***********************************************************************
 BM0720  DESIGNATION -  R 1034
 BM0720  PID         -  BM0720
 BM0720  STATE/COUNTY-  TX/WILLIAMSON
 BM0720  USGS QUAD   -  GEORGETOWN (1982)
 BM0720
 BM0720                         *CURRENT SURVEY CONTROL
 BM0720  ___________________________________________________________________
 BM0720* NAD 83(1986)-  30 39 31.     (N)    097 40 09.     (W)     SCALED    
 BM0720* NAVD 88     -       220.421  (meters)     723.16   (feet)  ADJUSTED  
 BM0720  ___________________________________________________________________
 BM0720  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0720  DYNAMIC HT  -         220.125 (meters)     722.19  (feet)  COMP
 BM0720  MODELED GRAV-     979,293.1   (mgal)                       NAVD 88
 BM0720
 BM0720  VERT ORDER  -  FIRST     CLASS II
 BM0720
 BM0720.The horizontal coordinates were scaled from a topographic map and have
 BM0720.an estimated accuracy of +/- 6 seconds.
 BM0720
 BM0720.The orthometric height was determined by differential leveling
 BM0720.and adjusted by the National Geodetic Survey in June 1991..
 BM0720
 BM0720.The geoid height was determined by GEOID03.
 BM0720
 BM0720.The dynamic height is computed by dividing the NAVD 88
 BM0720.geopotential number by the normal gravity value computed on the
 BM0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0720.degrees latitude (g = 980.6199 gals.).
 BM0720
 BM0720.The modeled gravity was interpolated from observed gravity values.
 BM0720
 BM0720;                    North         East    Units  Estimated Accuracy
 BM0720;SPC TX C     - 3,113,020.      955,290.      MT  (+/- 180 meters Scaled)
 BM0720
 BM0720                          SUPERSEDED SURVEY CONTROL
 BM0720
 BM0720  NGVD 29 (??/??/92)  220.327  (m)          722.86   (f) ADJ UNCH    1 2
 BM0720
 BM0720.Superseded values are not recommended for survey control.
 BM0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0720.See file dsdata.txt to determine how the superseded data were derived.
 BM0720
 BM0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU275925(NAD 83)
 BM0720_MARKER: DB = BENCH MARK DISK
 BM0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0720_STAMPING: R 1034 1954
 BM0720_MARK LOGO: CGS   
 BM0720_PROJECTION: PROJECTING 6 CENTIMETERS
 BM0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0720+STABILITY: SURFACE MOTION
 BM0720
 BM0720  HISTORY     - Date     Condition        Report By
 BM0720  HISTORY     - 1954     MONUMENTED       CGS
 BM0720  HISTORY     - 1980     POOR             NGS
 BM0720  HISTORY     - 1990     POOR             USPSQD
 BM0720  HISTORY     - 19991231 POOR             USPSQD
 BM0720
 BM0720                          STATION DESCRIPTION
 BM0720
 BM0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0720'1.8 MI N FROM GEORGETOWN.
 BM0720'0.2 MILE EAST ALONG A PAVED STREET FROM THE INTERNATIONAL AND GREAT
 BM0720'NORTHERN RAILROAD STATION AT GEORGETOWN, THENCE 1.6 MILES NORTH ALONG
 BM0720'U.S. HIGHWAY 81, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 120
 BM0720'FEET SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD LEADING TO THE
 BM0720'GEORGETOWN MUNICIPAL AIRPORT, 27 FEET SOUTH OF THE CENTER OF A WIRE
 BM0720'GATE, 2 FEET EAST OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, 4 FEET
 BM0720'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 BM0720'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0720
 BM0720                          STATION RECOVERY (1980)
 BM0720
 BM0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0720'2.7 KM (1.7 MI) NORTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0720'COURTHOUSE IN GEORGETOWN, AT THE JUNCTION OF A PAVED ROAD LEADING
 BM0720'NORTHWEST, 29.0 METERS (69.0 FT) WEST OF THE CENTERLINE OF THE
 BM0720'HIGHWAY, 36.6 METERS (120 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 BM0720'8.3 METERS (27.0 FT) SOUTH OF THE CENTER OF A METAL GATE, 0.6 METER
 BM0720'(2.0 FT) EAST OF A FENCE.
 BM0720'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 BM0720
 BM0720                          STATION RECOVERY (1990)
 BM0720
 BM0720'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0720'MARK RECOVERED IN POOR CONDITION.
 BM0720
 BM0720                          STATION RECOVERY (1999)
 BM0720
 BM0720'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0720'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0206 ***********************************************************************
 DN0206  DESIGNATION -  R 1035
 DN0206  PID         -  DN0206
 DN0206  STATE/COUNTY-  TX/HUNT
 DN0206  USGS QUAD   -  GREENVILLE NW (1962)
 DN0206
 DN0206                         *CURRENT SURVEY CONTROL
 DN0206  ___________________________________________________________________
 DN0206* NAD 83(1986)-  33 08 45.     (N)    096 13 01.     (W)     SCALED    
 DN0206* NAVD 88     -       184.137  (meters)     604.12   (feet)  ADJUSTED  
 DN0206  ___________________________________________________________________
 DN0206  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0206  DYNAMIC HT  -         183.937 (meters)     603.47  (feet)  COMP
 DN0206  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 DN0206
 DN0206  VERT ORDER  -  SECOND    CLASS 0
 DN0206
 DN0206.The horizontal coordinates were scaled from a topographic map and have
 DN0206.an estimated accuracy of +/- 6 seconds.
 DN0206
 DN0206.The orthometric height was determined by differential leveling
 DN0206.and adjusted by the National Geodetic Survey in June 1991..
 DN0206
 DN0206.The geoid height was determined by GEOID03.
 DN0206
 DN0206.The dynamic height is computed by dividing the NAVD 88
 DN0206.geopotential number by the normal gravity value computed on the
 DN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0206.degrees latitude (g = 980.6199 gals.).
 DN0206
 DN0206.The modeled gravity was interpolated from observed gravity values.
 DN0206
 DN0206;                    North         East    Units  Estimated Accuracy
 DN0206;SPC TXNC     - 2,166,340.      812,960.      MT  (+/- 180 meters Scaled)
 DN0206
 DN0206                          SUPERSEDED SURVEY CONTROL
 DN0206
 DN0206  NGVD 29 (??/??/92)  184.110  (m)          604.03   (f) ADJ UNCH    2 0
 DN0206
 DN0206.Superseded values are not recommended for survey control.
 DN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0206.See file dsdata.txt to determine how the superseded data were derived.
 DN0206
 DN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB595709(NAD 83)
 DN0206_MARKER: DB = BENCH MARK DISK
 DN0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0206_STAMPING: R 1035 1954
 DN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0206+STABILITY: SURFACE MOTION
 DN0206
 DN0206  HISTORY     - Date     Condition        Report By
 DN0206  HISTORY     - 1954     MONUMENTED       CGS
 DN0206  HISTORY     - 19940418 GOOD             USPSQD
 DN0206
 DN0206                          STATION DESCRIPTION
 DN0206
 DN0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0206'1.7 MI E FROM FLOYD.
 DN0206'1.7 MILES EAST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0206'THE STATION SIGN AT FLOYD, 7 POLES EAST OF MILEPOST 177, 73 FEET
 DN0206'SOUTHWEST OF THE CENTER OF THE CROSSING OF FARM ROAD 903, 45 FEET
 DN0206'SOUTH OF THE SOUTH RAIL, 4 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 DN0206'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 DN0206'FOOT ABOVE THE GROUND.
 DN0206
 DN0206                          STATION RECOVERY (1994)
 DN0206
 DN0206'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1775 ***********************************************************************
 BK1775  DESIGNATION -  R 1036
 BK1775  PID         -  BK1775
 BK1775  STATE/COUNTY-  TX/ORANGE
 BK1775  USGS QUAD   -  TERRY (1974)
 BK1775
 BK1775                         *CURRENT SURVEY CONTROL
 BK1775  ___________________________________________________________________
 BK1775* NAD 83(1986)-  30 06 01.     (N)    093 57 47.     (W)     SCALED    
 BK1775* NAVD 88     -         6.506  (meters)      21.35   (feet)  ADJUSTED  
 BK1775  ___________________________________________________________________
 BK1775  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1775  DYNAMIC HT  -           6.497 (meters)      21.32  (feet)  COMP
 BK1775  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 BK1775
 BK1775  VERT ORDER  -  FIRST     CLASS I
 BK1775
 BK1775.The horizontal coordinates were scaled from a topographic map and have
 BK1775.an estimated accuracy of +/- 6 seconds.
 BK1775
 BK1775.The orthometric height was determined by differential leveling
 BK1775.and adjusted by the National Geodetic Survey in June 1991..
 BK1775
 BK1775.The geoid height was determined by GEOID03.
 BK1775
 BK1775.The dynamic height is computed by dividing the NAVD 88
 BK1775.geopotential number by the normal gravity value computed on the
 BK1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1775.degrees latitude (g = 980.6199 gals.).
 BK1775
 BK1775.The modeled gravity was interpolated from observed gravity values.
 BK1775
 BK1775;                    North         East    Units  Estimated Accuracy
 BK1775;SPC TX C     - 3,065,650.    1,313,690.      MT  (+/- 180 meters Scaled)
 BK1775
 BK1775                          SUPERSEDED SURVEY CONTROL
 BK1775
 BK1775  NGVD 29 (??/??/??)    6.489  (m)           21.29   (f) ADJUSTED    1 1
 BK1775
 BK1775.Superseded values are not recommended for survey control.
 BK1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1775.See file dsdata.txt to determine how the superseded data were derived.
 BK1775
 BK1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP072302(NAD 83)
 BK1775_MARKER: DB = BENCH MARK DISK
 BK1775_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BK1775+WITH SETTING: PAVEMENT
 BK1775_SP_SET: FOUNDATION
 BK1775_STAMPING: R 1036 1955
 BK1775_MARK LOGO: CGS   
 BK1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1775+STABILITY: SURFACE MOTION
 BK1775
 BK1775  HISTORY     - Date     Condition        Report By
 BK1775  HISTORY     - 1955     MONUMENTED       CGS
 BK1775  HISTORY     - 1972     GOOD             NGS
 BK1775  HISTORY     - 1986     GOOD             NGS
 BK1775  HISTORY     - 20010331 GOOD             USPSQD
 BK1775
 BK1775                          STATION DESCRIPTION
 BK1775
 BK1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1775'8.1 MI E FROM BEAUMONT.
 BK1775'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BK1775'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BK1775'BEAUMONT, THENCE 7.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BK1775'0.15 MILE WEST OF THE CROSSING OF A PAVED ROAD, 39 FEET NORTHEAST OF
 BK1775'AND ACROSS THE TRACK FROM THE 1ST POLE WEST OF MILEPOST 270, 8 FEET
 BK1775'NORTH OF THE NORTH RAIL, 18 FEET SOUTH OF A TELEPHONE POLE, 14 1/2
 BK1775'FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF THE WEST SIDE OF
 BK1775'THE CONCRETE BASE FOR AN ABANDONED SEMAPHORE BASE AND 1 1/2 FEET BELOW
 BK1775'THE LEVEL OF THE TRACK.
 BK1775
 BK1775                          STATION RECOVERY (1986)
 BK1775
 BK1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1775'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 BK1775'TELEPHONE POLE HAS BEEN REMOVED.
 BK1775
 BK1775                          STATION RECOVERY (2001)
 BK1775
 BK1775'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRM)
 BK1775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0124 ***********************************************************************
 EO0124  DESIGNATION -  R 1037
 EO0124  PID         -  EO0124
 EO0124  STATE/COUNTY-  TX/PARMER
 EO0124  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0124
 EO0124                         *CURRENT SURVEY CONTROL
 EO0124  ___________________________________________________________________
 EO0124* NAD 83(1986)-  34 28 43.     (N)    102 54 47.     (W)     SCALED    
 EO0124* NAVD 88     -      1244.488  (meters)    4082.96   (feet)  ADJUSTED  
 EO0124  ___________________________________________________________________
 EO0124  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 EO0124  DYNAMIC HT  -        1242.870 (meters)    4077.65  (feet)  COMP
 EO0124  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 EO0124
 EO0124  VERT ORDER  -  FIRST     CLASS II
 EO0124
 EO0124.The horizontal coordinates were scaled from a topographic map and have
 EO0124.an estimated accuracy of +/- 6 seconds.
 EO0124
 EO0124.The orthometric height was determined by differential leveling
 EO0124.and adjusted by the National Geodetic Survey in June 1991..
 EO0124
 EO0124.The geoid height was determined by GEOID03.
 EO0124
 EO0124.The dynamic height is computed by dividing the NAVD 88
 EO0124.geopotential number by the normal gravity value computed on the
 EO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0124.degrees latitude (g = 980.6199 gals.).
 EO0124
 EO0124.The modeled gravity was interpolated from observed gravity values.
 EO0124
 EO0124;                    North         East    Units  Estimated Accuracy
 EO0124;SPC TX N     - 1,054,030.       70,190.      MT  (+/- 180 meters Scaled)
 EO0124
 EO0124                          SUPERSEDED SURVEY CONTROL
 EO0124
 EO0124  NGVD 29 (??/??/92) 1243.925  (m)         4081.11   (f) ADJ UNCH    1 2
 EO0124
 EO0124.Superseded values are not recommended for survey control.
 EO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0124.See file dsdata.txt to determine how the superseded data were derived.
 EO0124
 EO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU916172(NAD 83)
 EO0124_MARKER: DB = BENCH MARK DISK
 EO0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0124_STAMPING: R 1037 1958
 EO0124_MARK LOGO: CGS   
 EO0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0124+STABILITY: SURFACE MOTION
 EO0124
 EO0124  HISTORY     - Date     Condition        Report By
 EO0124  HISTORY     - 1958     MONUMENTED       CGS
 EO0124  HISTORY     - 1984     GOOD             NGS
 EO0124
 EO0124                          STATION DESCRIPTION
 EO0124
 EO0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0124'3.4 MI SW FROM BOVINA.
 EO0124'ABOUT 3.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0124'FROM THE STATION AT BOVINA, 14 TELEPHONE POLES NORTH-NORTHEAST OF MILE
 EO0124'POST 638, 84 1/2 FEET EAST-SOUTHEAST OF THE NEAR RAIL, 8 1/2 FEET
 EO0124'SOUTHEAST OF A TELEPHONE POLE, 49 FEET WEST-NORTHWEST OF THE CENTER
 EO0124'LINE OF A DIRT ROAD, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 EO0124'ABOUT 5 FEET ABOVE THE TRACK, ABOUT LEVEL WITH THE ROAD, AND IN THE
 EO0124'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0124
 EO0124                          STATION RECOVERY (1984)
 EO0124
 EO0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0124'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM
 EO0124'(9.75 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0124'RAILROAD FROM THE STATION IN TEXICO, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0202 ***********************************************************************
 EO0202  DESIGNATION -  R 1038
 EO0202  PID         -  EO0202
 EO0202  STATE/COUNTY-  TX/PARMER
 EO0202  USGS QUAD   -  FRIONA (1980)
 EO0202
 EO0202                         *CURRENT SURVEY CONTROL
 EO0202  ___________________________________________________________________
 EO0202* NAD 83(1986)-  34 37 59.     (N)    102 43 14.     (W)     SCALED    
 EO0202* NAVD 88     -      1222.321  (meters)    4010.23   (feet)  ADJUSTED  
 EO0202  ___________________________________________________________________
 EO0202  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 EO0202  DYNAMIC HT  -        1220.740 (meters)    4005.04  (feet)  COMP
 EO0202  MODELED GRAV-     979,299.9   (mgal)                       NAVD 88
 EO0202
 EO0202  VERT ORDER  -  FIRST     CLASS II
 EO0202
 EO0202.The horizontal coordinates were scaled from a topographic map and have
 EO0202.an estimated accuracy of +/- 6 seconds.
 EO0202
 EO0202.The orthometric height was determined by differential leveling
 EO0202.and adjusted by the National Geodetic Survey in June 1991..
 EO0202
 EO0202.The geoid height was determined by GEOID03.
 EO0202
 EO0202.The dynamic height is computed by dividing the NAVD 88
 EO0202.geopotential number by the normal gravity value computed on the
 EO0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0202.degrees latitude (g = 980.6199 gals.).
 EO0202
 EO0202.The modeled gravity was interpolated from observed gravity values.
 EO0202
 EO0202;                    North         East    Units  Estimated Accuracy
 EO0202;SPC TX N     - 1,070,920.       88,090.      MT  (+/- 180 meters Scaled)
 EO0202
 EO0202                          SUPERSEDED SURVEY CONTROL
 EO0202
 EO0202  NGVD 29 (??/??/92) 1221.760  (m)         4008.39   (f) ADJ UNCH    1 2
 EO0202
 EO0202.Superseded values are not recommended for survey control.
 EO0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0202.See file dsdata.txt to determine how the superseded data were derived.
 EO0202
 EO0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU089347(NAD 83)
 EO0202_MARKER: DB = BENCH MARK DISK
 EO0202_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EO0202_STAMPING: R 1038 1958
 EO0202_MARK LOGO: CGS   
 EO0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0202+STABILITY: SURFACE MOTION
 EO0202
 EO0202  HISTORY     - Date     Condition        Report By
 EO0202  HISTORY     - 1958     MONUMENTED       CGS
 EO0202  HISTORY     - 1984     GOOD             NGS
 EO0202
 EO0202                          STATION DESCRIPTION
 EO0202
 EO0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0202'IN FRIONA.
 EO0202'AT FRIONA, ABOUT 0.1 MILE SOUTHWEST OF THE PANHANDLE AND SANTA FE
 EO0202'RAILWAY STATION, 1 1/2 TELEPHONE POLES NORTHEAST OF MILE POST 622, 10
 EO0202'FEET NORTHWEST OF THE NEAR RAIL OF THE MAIN TRACK, 2 FEET BELOW THE
 EO0202'TRACK, AND IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL
 EO0202'OF A CONCRETE CULVERT.
 EO0202
 EO0202                          STATION RECOVERY (1984)
 EO0202
 EO0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0055 ***********************************************************************
 EO0055  DESIGNATION -  R 1039
 EO0055  PID         -  EO0055
 EO0055  STATE/COUNTY-  TX/DEAF SMITH
 EO0055  USGS QUAD   -  HEREFORD (1970)
 EO0055
 EO0055                         *CURRENT SURVEY CONTROL
 EO0055  ___________________________________________________________________
 EO0055* NAD 83(1986)-  34 48 32.     (N)    102 24 19.     (W)     SCALED    
 EO0055* NAVD 88     -      1161.525  (meters)    3810.77   (feet)  ADJUSTED  
 EO0055  ___________________________________________________________________
 EO0055  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 EO0055  DYNAMIC HT  -        1160.059 (meters)    3805.96  (feet)  COMP
 EO0055  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 EO0055
 EO0055  VERT ORDER  -  FIRST     CLASS II
 EO0055
 EO0055.The horizontal coordinates were scaled from a topographic map and have
 EO0055.an estimated accuracy of +/- 6 seconds.
 EO0055
 EO0055.The orthometric height was determined by differential leveling
 EO0055.and adjusted by the National Geodetic Survey in June 1991..
 EO0055
 EO0055.The geoid height was determined by GEOID03.
 EO0055
 EO0055.The dynamic height is computed by dividing the NAVD 88
 EO0055.geopotential number by the normal gravity value computed on the
 EO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0055.degrees latitude (g = 980.6199 gals.).
 EO0055
 EO0055.The modeled gravity was interpolated from observed gravity values.
 EO0055
 EO0055;                    North         East    Units  Estimated Accuracy
 EO0055;SPC TX N     - 1,090,120.      117,170.      MT  (+/- 180 meters Scaled)
 EO0055
 EO0055                          SUPERSEDED SURVEY CONTROL
 EO0055
 EO0055  NGVD 29 (??/??/92) 1161.021  (m)         3809.12   (f) ADJ UNCH    1 2
 EO0055
 EO0055.Superseded values are not recommended for survey control.
 EO0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0055.See file dsdata.txt to determine how the superseded data were derived.
 EO0055
 EO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU373549(NAD 83)
 EO0055_MARKER: DB = BENCH MARK DISK
 EO0055_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EO0055_SP_SET: UNDERPASS ABUTMENT
 EO0055_STAMPING: R 1039 1958
 EO0055_MARK LOGO: CGS   
 EO0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0055+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002
 EO0055
 EO0055  HISTORY     - Date     Condition        Report By
 EO0055  HISTORY     - 1958     MONUMENTED       CGS
 EO0055  HISTORY     - 1984     GOOD             NGS
 EO0055  HISTORY     - 20020123 GOOD             NGS
 EO0055
 EO0055                          STATION DESCRIPTION
 EO0055
 EO0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0055'0.7 MI SW FROM HEREFORD.
 EO0055'ABOUT 0.7 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0055'FROM THE STATION AT HEREFORD, 7 TELEPHONE POLES SOUTHWEST OF MILE POST
 EO0055'600, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE STATE
 EO0055'HIGHWAY 51 UNDERPASS, 22 FEET NORTHWEST OF THE NEAR RAIL OF THE MAIN
 EO0055'TRACK, AND ABOUT 1 FOOT ABOVE THE TRACK.
 EO0055
 EO0055                          STATION RECOVERY (1984)
 EO0055
 EO0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0055'RECOVERED IN GOOD CONDITION.
 EO0055
 EO0055                          STATION RECOVERY (2002)
 EO0055
 EO0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0055'RECOVERED AS DESCRIBED.   WITH THE FOLLOWING CHANGES. THE PANHADLE AND
 EO0055'SANTA FE
 EO0055'RAILWAY IS NOW THE BURLINGTON NORTHERN SANTA FE RAILROAD.  CHANGE THE
 EO0055'STATE HIGHWAY
 EO0055'51 UNDERPASS TO U.S. HIGHWAY 385 UNDERPASS.
 EO0055'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0592 ***********************************************************************
 EO0592  DESIGNATION -  R 1040 RESET 1983
 EO0592  PID         -  EO0592
 EO0592  STATE/COUNTY-  TX/DEAF SMITH
 EO0592  USGS QUAD   -  DAWN (1984)
 EO0592
 EO0592                         *CURRENT SURVEY CONTROL
 EO0592  ___________________________________________________________________
 EO0592* NAD 83(1986)-  34 56 47.     (N)    102 12 15.     (W)     SCALED    
 EO0592* NAVD 88     -      1158.74   (meters)    3801.6    (feet)  RESET     
 EO0592  ___________________________________________________________________
 EO0592  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 EO0592
 EO0592  VERT ORDER  -  THIRD
 EO0592
 EO0592.The horizontal coordinates were scaled from a topographic map and have
 EO0592.an estimated accuracy of +/- 6 seconds.
 EO0592
 EO0592.The orthometric height was computed from unverified reset data.
 EO0592
 EO0592.The geoid height was determined by GEOID03.
 EO0592
 EO0592;                    North         East    Units  Estimated Accuracy
 EO0592;SPC TX N     - 1,105,220.      135,680.      MT  (+/- 180 meters Scaled)
 EO0592
 EO0592                          SUPERSEDED SURVEY CONTROL
 EO0592
 EO0592  NGVD 29 (01/29/03) 1158.22   (m)         3799.9    (f) RESET       3  
 EO0592
 EO0592.Superseded values are not recommended for survey control.
 EO0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0592.See file dsdata.txt to determine how the superseded data were derived.
 EO0592
 EO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU553706(NAD 83)
 EO0592_MARKER: DB = BENCH MARK DISK
 EO0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0592_SP_SET: CONCRETE POST
 EO0592_STAMPING: R 1040 RESET 1983
 EO0592_MARK LOGO: NGS   
 EO0592_PROJECTION: FLUSH
 EO0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0592+STABILITY: SURFACE MOTION
 EO0592
 EO0592  HISTORY     - Date     Condition        Report By
 EO0592  HISTORY     - 1983     MONUMENTED       NGS
 EO0592  HISTORY     - 1984     GOOD             NGS
 EO0592  HISTORY     - 1984     GOOD             NGS
 EO0592
 EO0592                          STATION DESCRIPTION
 EO0592
 EO0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0592'24.8 KM (15.4 MI) NE FROM HEREFORD.
 EO0592'20.3 KM (12.6 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA F
 EO0592'RAILROAD FROM THE STATION IN HEREFORD, THENCE 4.5 KM (2.8 MI) NORTH
 EO0592'ALONG FARM ROAD 809, 18.7 M (61.4 FT) WEST OF THE WEST CORNER OF A
 EO0592'CONCRETE IRRIGATION WELL, 12.6 M (41.3 FT) EAST OF THE CENTERLINE OF
 EO0592'THE ROAD, AND 1.1 M (3.6 FT) WEST OF A UTILITY POLE.
 EO0592'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 EO0592'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EO0592
 EO0592                          STATION RECOVERY (1984)
 EO0592
 EO0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0592'20.3 KM (12.6 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA F
 EO0592'RAILROAD FROM THE STATION IN HEREFORD, THENCE 4.5 KM (2.8 MI) NORTH
 EO0592'ALONG FARM ROAD 809, 18.7 M (61.4 FT) WEST OF THE WEST CORNER OF A
 EO0592'CONCRETE IRRIGATION WELL, 12.6 M (41.3 FT) EAST OF THE CENTERLINE OF
 EO0592'THE ROAD, AND 1.1 M (3.6 FT) WEST OF A UTILITY POLE.
 EO0592'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 EO0592'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0246 ***********************************************************************
 DM0246  DESIGNATION -  R 1041
 DM0246  PID         -  DM0246
 DM0246  STATE/COUNTY-  TX/MORRIS
 DM0246  USGS QUAD   -  CASON (1980)
 DM0246
 DM0246                         *CURRENT SURVEY CONTROL
 DM0246  ___________________________________________________________________
 DM0246* NAD 83(1986)-  33 01 39.     (N)    094 46 03.     (W)     SCALED    
 DM0246* NAVD 88     -        88.934  (meters)     291.78   (feet)  ADJUSTED  
 DM0246  ___________________________________________________________________
 DM0246  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0246  DYNAMIC HT  -          88.835 (meters)     291.45  (feet)  COMP
 DM0246  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 DM0246
 DM0246  VERT ORDER  -  FIRST     CLASS II
 DM0246
 DM0246.The horizontal coordinates were scaled from a topographic map and have
 DM0246.an estimated accuracy of +/- 6 seconds.
 DM0246
 DM0246.The orthometric height was determined by differential leveling
 DM0246.and adjusted by the National Geodetic Survey in June 1991..
 DM0246
 DM0246.The geoid height was determined by GEOID03.
 DM0246
 DM0246.The dynamic height is computed by dividing the NAVD 88
 DM0246.geopotential number by the normal gravity value computed on the
 DM0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0246.degrees latitude (g = 980.6199 gals.).
 DM0246
 DM0246.The modeled gravity was interpolated from observed gravity values.
 DM0246
 DM0246;                    North         East    Units  Estimated Accuracy
 DM0246;SPC TXNC     - 2,157,100.      948,590.      MT  (+/- 180 meters Scaled)
 DM0246
 DM0246                          SUPERSEDED SURVEY CONTROL
 DM0246
 DM0246  NGVD 29 (??/??/92)   88.967  (m)          291.89   (f) ADJ UNCH    1 2
 DM0246
 DM0246.Superseded values are not recommended for survey control.
 DM0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0246.See file dsdata.txt to determine how the superseded data were derived.
 DM0246
 DM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS349557(NAD 83)
 DM0246_MARKER: DB = BENCH MARK DISK
 DM0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0246_STAMPING: R 1041 1954
 DM0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0246+STABILITY: SURFACE MOTION
 DM0246
 DM0246  HISTORY     - Date     Condition        Report By
 DM0246  HISTORY     - 1954     MONUMENTED       CGS
 DM0246
 DM0246                          STATION DESCRIPTION
 DM0246
 DM0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0246'3.0 MI W FROM DRINGERFIELD.
 DM0246'3.0 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0246'STATION AT DRINGERFIELD, 8 1/2 RAILS WEST OF BRIDGE T - 85.5, 8 1/2
 DM0246'RAILS WEST OF GILLIS SIDING, 44 FEET NORTH OF THE NORTH RAIL, 17 FEET
 DM0246'NORTH OF THE 15TH POLE EAST OF MILEPOST T - 84, 2 FEET SOUTH OF A
 DM0246'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DM0246'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0227 ***********************************************************************
 CR0227  DESIGNATION -  R 1042
 CR0227  PID         -  CR0227
 CR0227  STATE/COUNTY-  TX/CASS
 CR0227  USGS QUAD   -  AVINGER (1962)
 CR0227
 CR0227                         *CURRENT SURVEY CONTROL
 CR0227  ___________________________________________________________________
 CR0227* NAD 83(1986)-  32 54 01.     (N)    094 33 27.     (W)     SCALED    
 CR0227* NAVD 88     -       116.842  (meters)     383.34   (feet)  ADJUSTED  
 CR0227  ___________________________________________________________________
 CR0227  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CR0227  DYNAMIC HT  -         116.711 (meters)     382.91  (feet)  COMP
 CR0227  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CR0227
 CR0227  VERT ORDER  -  FIRST     CLASS II
 CR0227
 CR0227.The horizontal coordinates were scaled from a topographic map and have
 CR0227.an estimated accuracy of +/- 6 seconds.
 CR0227
 CR0227.The orthometric height was determined by differential leveling
 CR0227.and adjusted by the National Geodetic Survey in June 1991..
 CR0227
 CR0227.The geoid height was determined by GEOID03.
 CR0227
 CR0227.The dynamic height is computed by dividing the NAVD 88
 CR0227.geopotential number by the normal gravity value computed on the
 CR0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0227.degrees latitude (g = 980.6199 gals.).
 CR0227
 CR0227.The modeled gravity was interpolated from observed gravity values.
 CR0227
 CR0227;                    North         East    Units  Estimated Accuracy
 CR0227;SPC TXNC     - 2,143,710.      968,720.      MT  (+/- 180 meters Scaled)
 CR0227
 CR0227                          SUPERSEDED SURVEY CONTROL
 CR0227
 CR0227  NGVD 29 (??/??/92)  116.885  (m)          383.48   (f) ADJ UNCH    1 2
 CR0227
 CR0227.Superseded values are not recommended for survey control.
 CR0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0227.See file dsdata.txt to determine how the superseded data were derived.
 CR0227
 CR0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS543413(NAD 83)
 CR0227_MARKER: DB = BENCH MARK DISK
 CR0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0227_STAMPING: R 1042 1954
 CR0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0227+STABILITY: SURFACE MOTION
 CR0227
 CR0227  HISTORY     - Date     Condition        Report By
 CR0227  HISTORY     - 1954     MONUMENTED       CGS
 CR0227
 CR0227                          STATION DESCRIPTION
 CR0227
 CR0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0227'IN AVINGER.
 CR0227'AT AVINGER, 13.2 FEET NORTH OF THE WEST EDGE OF THE NORTH DOOR OF THE
 CR0227'LOUISIANA AND ARKANSAS RAILROAD STATION, 18.5 FEET EAST OF THE EAST
 CR0227'RAIL OF THE MAIN TRACK, 22.3 FEET WEST OF THE WEST RAIL OF A SIDE
 CR0227'TRACK, 4.4 FEET NORTH OF A TELEPHONE POLE, SET IN THE TOP OF A
 CR0227'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0112 ***********************************************************************
 DO0112  DESIGNATION -  R 1043
 DO0112  PID         -  DO0112
 DO0112  STATE/COUNTY-  TX/WICHITA
 DO0112  USGS QUAD   -  BURKBURNETT (1981)
 DO0112
 DO0112                         *CURRENT SURVEY CONTROL
 DO0112  ___________________________________________________________________
 DO0112* NAD 83(1986)-  34 00 34.     (N)    098 30 36.     (W)     SCALED    
 DO0112* NAVD 88     -       308.053  (meters)    1010.67   (feet)  ADJUSTED  
 DO0112  ___________________________________________________________________
 DO0112  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DO0112  DYNAMIC HT  -         307.717 (meters)    1009.57  (feet)  COMP
 DO0112  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 DO0112
 DO0112  VERT ORDER  -  SECOND    CLASS 0
 DO0112
 DO0112.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0112
 DO0112.The horizontal coordinates were scaled from a topographic map and have
 DO0112.an estimated accuracy of +/- 6 seconds.
 DO0112
 DO0112.The orthometric height was determined by differential leveling
 DO0112.and adjusted by the National Geodetic Survey in June 1991..
 DO0112
 DO0112.The geoid height was determined by GEOID03.
 DO0112
 DO0112.The dynamic height is computed by dividing the NAVD 88
 DO0112.geopotential number by the normal gravity value computed on the
 DO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0112.degrees latitude (g = 980.6199 gals.).
 DO0112
 DO0112.The modeled gravity was interpolated from observed gravity values.
 DO0112
 DO0112;                    North         East    Units  Estimated Accuracy
 DO0112;SPC TXNC     - 2,259,810.      599,080.      MT  (+/- 180 meters Scaled)
 DO0112
 DO0112                          SUPERSEDED SURVEY CONTROL
 DO0112
 DO0112  NGVD 29 (??/??/92)  307.956  (m)         1010.35   (f) ADJ UNCH    2 0
 DO0112
 DO0112.Superseded values are not recommended for survey control.
 DO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0112.See file dsdata.txt to determine how the superseded data were derived.
 DO0112
 DO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC452633(NAD 83)
 DO0112_MARKER: DB = BENCH MARK DISK
 DO0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0112_STAMPING: R 1043 1957
 DO0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0112+STABILITY: SURFACE MOTION
 DO0112
 DO0112  HISTORY     - Date     Condition        Report By
 DO0112  HISTORY     - 1957     MONUMENTED       CGS
 DO0112  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0112  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0112  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0112
 DO0112                          STATION DESCRIPTION
 DO0112
 DO0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0112'5 MI N FROM WICHITA FALLS.
 DO0112'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE,
 DO0112'3266.57 FEET NORTH NORTHWEST OF THE NORTH NORTHWEST END OF A PROPOSED
 DO0112'RUNWAY, 2254.5 FEET WEST SOUTHWEST OF THE CENTER LINE OF THE PROPOSED
 DO0112'RUNWAY, 400 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE ALERT
 DO0112'APRON, AT STATION - 32 + 66 57/.  2 FEET NORTHEAST OF A WITNESS POST,
 DO0112'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 DO0112
 DO0112                          STATION RECOVERY (1972)
 DO0112
 DO0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0112'MARK NOT FOUND.
 DO0112
 DO0112                          STATION RECOVERY (1984)
 DO0112
 DO0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0112'MARK NOT FOUND.
 DO0112
 DO0112                          STATION RECOVERY (2001)
 DO0112
 DO0112'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0014 ***********************************************************************
 CT0014  DESIGNATION -  R 1048
 CT0014  PID         -  CT0014
 CT0014  STATE/COUNTY-  TX/PALO PINTO
 CT0014  USGS QUAD   -  BRAZOS EAST (1984)
 CT0014
 CT0014                         *CURRENT SURVEY CONTROL
 CT0014  ___________________________________________________________________
 CT0014* NAD 83(1986)-  32 39 58.     (N)    098 06 52.     (W)     SCALED    
 CT0014* NAVD 88     -       239.332  (meters)     785.21   (feet)  ADJUSTED  
 CT0014  ___________________________________________________________________
 CT0014  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CT0014  DYNAMIC HT  -         239.039 (meters)     784.25  (feet)  COMP
 CT0014  MODELED GRAV-     979,408.0   (mgal)                       NAVD 88
 CT0014
 CT0014  VERT ORDER  -  FIRST     CLASS II
 CT0014
 CT0014.The horizontal coordinates were scaled from a topographic map and have
 CT0014.an estimated accuracy of +/- 6 seconds.
 CT0014
 CT0014.The orthometric height was determined by differential leveling
 CT0014.and adjusted by the National Geodetic Survey in June 1991..
 CT0014
 CT0014.The geoid height was determined by GEOID03.
 CT0014
 CT0014.The dynamic height is computed by dividing the NAVD 88
 CT0014.geopotential number by the normal gravity value computed on the
 CT0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0014.degrees latitude (g = 980.6199 gals.).
 CT0014
 CT0014.The modeled gravity was interpolated from observed gravity values.
 CT0014
 CT0014;                    North         East    Units  Estimated Accuracy
 CT0014;SPC TXNC     - 2,110,900.      636,160.      MT  (+/- 180 meters Scaled)
 CT0014
 CT0014                          SUPERSEDED SURVEY CONTROL
 CT0014
 CT0014  NGVD 29 (??/??/92)  239.249  (m)          784.94   (f) ADJ UNCH    1 2
 CT0014
 CT0014.Superseded values are not recommended for survey control.
 CT0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0014.See file dsdata.txt to determine how the superseded data were derived.
 CT0014
 CT0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB830146(NAD 83)
 CT0014_MARKER: DB = BENCH MARK DISK
 CT0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0014_SP_SET: BRIDGE ABUTMENT
 CT0014_STAMPING: R 1048 1955
 CT0014_MARK LOGO: CGS   
 CT0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0014
 CT0014  HISTORY     - Date     Condition        Report By
 CT0014  HISTORY     - 1955     MONUMENTED       CGS
 CT0014  HISTORY     - 1983     GOOD             NGS
 CT0014  HISTORY     - 20020316 GOOD             USPSQD
 CT0014
 CT0014                          STATION DESCRIPTION
 CT0014
 CT0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0014'0.75 MI NE FROM BRAZOS.
 CT0014'0.75 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THEE
 CT0014'STATION SIGN AT BRAZOS, 7.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET
 CT0014'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A BRIDGE
 CT0014'OVER THE BRAZOS RIVER.
 CT0014
 CT0014                          STATION RECOVERY (1983)
 CT0014
 CT0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0014'RECOVERED IN GOOD CONDITION.
 CT0014
 CT0014                          STATION RECOVERY (2002)
 CT0014
 CT0014'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0170 ***********************************************************************
 CT0170  DESIGNATION -  R 1049
 CT0170  PID         -  CT0170
 CT0170  STATE/COUNTY-  TX/EASTLAND
 CT0170  USGS QUAD   -  RANGER (1987)
 CT0170
 CT0170                         *CURRENT SURVEY CONTROL
 CT0170  ___________________________________________________________________
 CT0170* NAD 83(1986)-  32 26 20.     (N)    098 42 55.     (W)     SCALED    
 CT0170* NAVD 88     -       436.006  (meters)    1430.46   (feet)  ADJUSTED  
 CT0170  ___________________________________________________________________
 CT0170  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CT0170  DYNAMIC HT  -         435.446 (meters)    1428.63  (feet)  COMP
 CT0170  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 CT0170
 CT0170  VERT ORDER  -  FIRST     CLASS II
 CT0170
 CT0170.The horizontal coordinates were scaled from a topographic map and have
 CT0170.an estimated accuracy of +/- 6 seconds.
 CT0170
 CT0170.The orthometric height was determined by differential leveling
 CT0170.and adjusted by the National Geodetic Survey in June 1991..
 CT0170
 CT0170.The geoid height was determined by GEOID03.
 CT0170
 CT0170.The dynamic height is computed by dividing the NAVD 88
 CT0170.geopotential number by the normal gravity value computed on the
 CT0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0170.degrees latitude (g = 980.6199 gals.).
 CT0170
 CT0170.The modeled gravity was interpolated from observed gravity values.
 CT0170
 CT0170;                    North         East    Units  Estimated Accuracy
 CT0170;SPC TXNC     - 2,085,650.      579,760.      MT  (+/- 180 meters Scaled)
 CT0170
 CT0170                          SUPERSEDED SURVEY CONTROL
 CT0170
 CT0170  NGVD 29 (??/??/92)  435.867  (m)         1430.01   (f) ADJ UNCH    1 2
 CT0170
 CT0170.Superseded values are not recommended for survey control.
 CT0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0170.See file dsdata.txt to determine how the superseded data were derived.
 CT0170
 CT0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA267891(NAD 83)
 CT0170_MARKER: DB = BENCH MARK DISK
 CT0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0170_SP_SET: CULVERT
 CT0170_STAMPING: R 1049 1955
 CT0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0170
 CT0170  HISTORY     - Date     Condition        Report By
 CT0170  HISTORY     - 1955     MONUMENTED       CGS
 CT0170  HISTORY     - 20020316 GOOD             USPSQD
 CT0170
 CT0170                          STATION DESCRIPTION
 CT0170
 CT0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0170'3.2 MI SW FROM RANGER.
 CT0170'3.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0170'STATION AT RANGER, 5 POLES WEST OF MILEPOST 344, 9 FEET NORTH OF THE
 CT0170'NORTH RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CT0170'CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 CT0170
 CT0170                          STATION RECOVERY (2002)
 CT0170
 CT0170'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0346 ***********************************************************************
 BO0346  DESIGNATION -  R 105
 BO0346  PID         -  BO0346
 BO0346  STATE/COUNTY-  TX/PECOS
 BO0346  USGS QUAD   -  SHEFFIELD (1967)
 BO0346
 BO0346                         *CURRENT SURVEY CONTROL
 BO0346  ___________________________________________________________________
 BO0346* NAD 83(1986)-  30 40 32.     (N)    101 47 48.     (W)     SCALED    
 BO0346* NAVD 88     -       654.846  (meters)    2148.44   (feet)  ADJUSTED  
 BO0346  ___________________________________________________________________
 BO0346  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 BO0346  DYNAMIC HT  -         653.887 (meters)    2145.29  (feet)  COMP
 BO0346  MODELED GRAV-     979,155.8   (mgal)                       NAVD 88
 BO0346
 BO0346  VERT ORDER  -  FIRST     CLASS II
 BO0346
 BO0346.The horizontal coordinates were scaled from a topographic map and have
 BO0346.an estimated accuracy of +/- 6 seconds.
 BO0346
 BO0346.The orthometric height was determined by differential leveling
 BO0346.and adjusted by the National Geodetic Survey in June 1991..
 BO0346
 BO0346.The geoid height was determined by GEOID03.
 BO0346
 BO0346.The dynamic height is computed by dividing the NAVD 88
 BO0346.geopotential number by the normal gravity value computed on the
 BO0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0346.degrees latitude (g = 980.6199 gals.).
 BO0346
 BO0346.The modeled gravity was interpolated from observed gravity values.
 BO0346
 BO0346;                    North         East    Units  Estimated Accuracy
 BO0346;SPC TX C     - 3,112,760.      559,790.      MT  (+/- 180 meters Scaled)
 BO0346
 BO0346                          SUPERSEDED SURVEY CONTROL
 BO0346
 BO0346  NGVD 29 (??/??/92)  654.630  (m)         2147.73   (f) ADJ UNCH    1 2
 BO0346
 BO0346.Superseded values are not recommended for survey control.
 BO0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0346.See file dsdata.txt to determine how the superseded data were derived.
 BO0346
 BO0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU320969(NAD 83)
 BO0346_MARKER: DB = BENCH MARK DISK
 BO0346_SETTING: 66 = SET IN ROCK OUTCROP
 BO0346_SP_SET: OUTCROP
 BO0346_STAMPING: R 105 1933 2147.732
 BO0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0346+STABILITY: POSITION/ELEVATION WELL
 BO0346
 BO0346  HISTORY     - Date     Condition        Report By
 BO0346  HISTORY     - 1933     MONUMENTED       CGS
 BO0346  HISTORY     - 1958     GOOD             NGS
 BO0346
 BO0346                          STATION DESCRIPTION
 BO0346
 BO0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0346'2.0 MI E FROM SHEFFIELD.
 BO0346'ABOUT 2.0 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0346'SHEFFIELD, IN THE TOP OF A SMALL ROCK OUTCROP SURROUNDED BY A CIRCLE
 BO0346'OF LOOSE ROCK, 310 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 BO0346'HIGHWAY, ABOUT 0.1 MILE SOUTH OF A CONCRETE CULVERT, 360 FEET
 BO0346'SOUTHEAST OF THE SOUTHEAST LEG OF A WINDMILL, 256 FEET SOUTH-SOUTHWEST
 BO0346'OF A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0053 ***********************************************************************
 CT0053  DESIGNATION -  R 1050
 CT0053  PID         -  CT0053
 CT0053  STATE/COUNTY-  TX/ERATH
 CT0053  USGS QUAD   -  STRAWN EAST (1984)
 CT0053
 CT0053                         *CURRENT SURVEY CONTROL
 CT0053  ___________________________________________________________________
 CT0053* NAD 83(1986)-  32 30 33.     (N)    098 25 01.     (W)     SCALED    
 CT0053* NAVD 88     -       312.365  (meters)    1024.82   (feet)  ADJUSTED  
 CT0053  ___________________________________________________________________
 CT0053  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CT0053  DYNAMIC HT  -         311.975 (meters)    1023.54  (feet)  COMP
 CT0053  MODELED GRAV-     979,383.4   (mgal)                       NAVD 88
 CT0053
 CT0053  VERT ORDER  -  FIRST     CLASS II
 CT0053
 CT0053.The horizontal coordinates were scaled from a topographic map and have
 CT0053.an estimated accuracy of +/- 6 seconds.
 CT0053
 CT0053.The orthometric height was determined by differential leveling
 CT0053.and adjusted by the National Geodetic Survey in June 1991..
 CT0053
 CT0053.The geoid height was determined by GEOID03.
 CT0053
 CT0053.The dynamic height is computed by dividing the NAVD 88
 CT0053.geopotential number by the normal gravity value computed on the
 CT0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0053.degrees latitude (g = 980.6199 gals.).
 CT0053
 CT0053.The modeled gravity was interpolated from observed gravity values.
 CT0053
 CT0053;                    North         East    Units  Estimated Accuracy
 CT0053;SPC TXNC     - 2,093,430.      607,800.      MT  (+/- 180 meters Scaled)
 CT0053
 CT0053                          SUPERSEDED SURVEY CONTROL
 CT0053
 CT0053  NGVD 29 (??/??/92)  312.26   (m)         1024.5    (f) COMPUTED    1 2
 CT0053
 CT0053.Superseded values are not recommended for survey control.
 CT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0053.See file dsdata.txt to determine how the superseded data were derived.
 CT0053
 CT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA547970(NAD 83)
 CT0053_MARKER: DB = BENCH MARK DISK
 CT0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0053_SP_SET: CULVERT
 CT0053_STAMPING: R 1050 1956
 CT0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0053
 CT0053  HISTORY     - Date     Condition        Report By
 CT0053  HISTORY     - 1956     MONUMENTED       CGS
 CT0053  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CT0053  HISTORY     - 19990828 GOOD             USPSQD
 CT0053  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0053  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0053
 CT0053                          STATION DESCRIPTION
 CT0053
 CT0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0053'0.25 MI NW FROM THURBER.
 CT0053'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 108 FROM ITS JUNCTION WITH
 CT0053'U.S. HIGHWAY 80 AT THURBER, 228 FEET NORTHWEST OF THE CENTER LINE OF A
 CT0053'PRIVATE DRIVEWAY LEADING NORTHEAST, 37 FEET NORTHEAST OF THE CENTER
 CT0053'LINE OF THE HIGHWAY, 0.3 MILE SOUTHEAST OF THE PALO PINTO AND ERATH
 CT0053'COUNTY LINE, IN LINE WITH A ROW OF POWER POLES, SET IN THE TOP OF THE
 CT0053'CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
 CT0053
 CT0053                          STATION RECOVERY (1995)
 CT0053
 CT0053'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0053'MARK NOT FOUND.
 CT0053
 CT0053                          STATION RECOVERY (1999)
 CT0053
 CT0053'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0053'RECOVERED IN GOOD CONDITION.
 CT0053
 CT0053                          STATION RECOVERY (2002)
 CT0053
 CT0053'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CT0053'MARK NOT FOUND.
 CT0053
 CT0053                          STATION RECOVERY (2004)
 CT0053
 CT0053'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0509 ***********************************************************************
 CT0509  DESIGNATION -  R 1051
 CT0509  PID         -  CT0509
 CT0509  STATE/COUNTY-  TX/TAYLOR
 CT0509  USGS QUAD   -  ABILENE EAST (1987)
 CT0509
 CT0509                         *CURRENT SURVEY CONTROL
 CT0509  ___________________________________________________________________
 CT0509* NAD 83(1986)-  32 26 44.     (N)    099 42 09.     (W)     SCALED    
 CT0509* NAVD 88     -       530.413  (meters)    1740.20   (feet)  ADJUSTED  
 CT0509  ___________________________________________________________________
 CT0509  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CT0509  DYNAMIC HT  -         529.725 (meters)    1737.94  (feet)  COMP
 CT0509  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 CT0509
 CT0509  VERT ORDER  -  FIRST     CLASS II
 CT0509
 CT0509.The horizontal coordinates were scaled from a topographic map and have
 CT0509.an estimated accuracy of +/- 6 seconds.
 CT0509
 CT0509.The orthometric height was determined by differential leveling
 CT0509.and adjusted by the National Geodetic Survey in June 1991..
 CT0509
 CT0509.The geoid height was determined by GEOID03.
 CT0509
 CT0509.The dynamic height is computed by dividing the NAVD 88
 CT0509.geopotential number by the normal gravity value computed on the
 CT0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0509.degrees latitude (g = 980.6199 gals.).
 CT0509
 CT0509.The modeled gravity was interpolated from observed gravity values.
 CT0509
 CT0509;                    North         East    Units  Estimated Accuracy
 CT0509;SPC TXNC     - 2,087,020.      486,940.      MT  (+/- 180 meters Scaled)
 CT0509
 CT0509                          SUPERSEDED SURVEY CONTROL
 CT0509
 CT0509  NGVD 29 (??/??/92)  530.281  (m)         1739.76   (f) ADJ UNCH    1 2
 CT0509
 CT0509.Superseded values are not recommended for survey control.
 CT0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0509.See file dsdata.txt to determine how the superseded data were derived.
 CT0509
 CT0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA339900(NAD 83)
 CT0509_MARKER: DB = BENCH MARK DISK
 CT0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0509_STAMPING: R 1051 1956
 CT0509_MARK LOGO: CGS   
 CT0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0509+STABILITY: SURFACE MOTION
 CT0509
 CT0509  HISTORY     - Date     Condition        Report By
 CT0509  HISTORY     - 1956     MONUMENTED       CGS
 CT0509  HISTORY     - 1961     GOOD             NGS
 CT0509  HISTORY     - 1983     GOOD             NGS
 CT0509  HISTORY     - 19940617 GOOD             USPSQD
 CT0509  HISTORY     - 20011013 GOOD             USPSQD
 CT0509
 CT0509                          STATION DESCRIPTION
 CT0509
 CT0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0509'1.9 MI E FROM ABILENE.
 CT0509'1.9 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0509'AT ABILENE, 0.3 MILE EAST OF MILEPOST 405, 43.7 FEET NORTH OF THE
 CT0509'NORTH RAIL OF THE MAIN TRACK, 34 FEET SOUTH OF THE CENTER LINE OF A
 CT0509'GRAVELED ROAD, 58 FEET SOUTHWEST OF TELEPHONE POLE H 2177, 52 FEET
 CT0509'SOUTH OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CT0509'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CT0509
 CT0509                          STATION RECOVERY (1961)
 CT0509
 CT0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0509'RECOVERED IN GOOD CONDITION.
 CT0509
 CT0509                          STATION RECOVERY (1983)
 CT0509
 CT0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0509'RECOVERED IN GOOD CONDITION.
 CT0509
 CT0509                          STATION RECOVERY (1994)
 CT0509
 CT0509'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0509'RECOVERED IN GOOD CONDITION.
 CT0509
 CT0509                          STATION RECOVERY (2001)
 CT0509
 CT0509'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0405 ***********************************************************************
 CT0405  DESIGNATION -  R 1052
 CT0405  PID         -  CT0405
 CT0405  STATE/COUNTY-  TX/CALLAHAN
 CT0405  USGS QUAD   -  JAYELL (1966)
 CT0405
 CT0405                         *CURRENT SURVEY CONTROL
 CT0405  ___________________________________________________________________
 CT0405* NAD 83(1986)-  32 23 18.     (N)    099 20 56.     (W)     SCALED    
 CT0405* NAVD 88     -       481.818  (meters)    1580.76   (feet)  ADJUSTED  
 CT0405  ___________________________________________________________________
 CT0405  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CT0405  DYNAMIC HT  -         481.192 (meters)    1578.71  (feet)  COMP
 CT0405  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 CT0405
 CT0405  VERT ORDER  -  FIRST     CLASS II
 CT0405
 CT0405.The horizontal coordinates were scaled from a topographic map and have
 CT0405.an estimated accuracy of +/- 6 seconds.
 CT0405
 CT0405.The orthometric height was determined by differential leveling
 CT0405.and adjusted by the National Geodetic Survey in June 1991..
 CT0405
 CT0405.The geoid height was determined by GEOID03.
 CT0405
 CT0405.The dynamic height is computed by dividing the NAVD 88
 CT0405.geopotential number by the normal gravity value computed on the
 CT0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0405.degrees latitude (g = 980.6199 gals.).
 CT0405
 CT0405.The modeled gravity was interpolated from observed gravity values.
 CT0405
 CT0405;                    North         East    Units  Estimated Accuracy
 CT0405;SPC TXNC     - 2,080,350.      520,130.      MT  (+/- 180 meters Scaled)
 CT0405
 CT0405                          SUPERSEDED SURVEY CONTROL
 CT0405
 CT0405  NGVD 29 (??/??/92)  481.651  (m)         1580.22   (f) ADJ UNCH    1 2
 CT0405
 CT0405.Superseded values are not recommended for survey control.
 CT0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0405.See file dsdata.txt to determine how the superseded data were derived.
 CT0405
 CT0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA671835(NAD 83)
 CT0405_MARKER: DB = BENCH MARK DISK
 CT0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0405_STAMPING: R 1052 1956
 CT0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0405+STABILITY: SURFACE MOTION
 CT0405
 CT0405  HISTORY     - Date     Condition        Report By
 CT0405  HISTORY     - 1956     MONUMENTED       CGS
 CT0405
 CT0405                          STATION DESCRIPTION
 CT0405
 CT0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0405'2.8 MI E FROM BAIRD.
 CT0405'2.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0405'AT BAIRD, 116 FEET EAST OF A T FENCE CORNER, 13 FEET SOUTH OF MILEPOST
 CT0405'383, 45 FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF A FENCE, 2.8
 CT0405'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CT0405'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0374 ***********************************************************************
 CT0374  DESIGNATION -  R 1053
 CT0374  PID         -  CT0374
 CT0374  STATE/COUNTY-  TX/EASTLAND
 CT0374  USGS QUAD   -  BERNIE LAKE (1966)
 CT0374
 CT0374                         *CURRENT SURVEY CONTROL
 CT0374  ___________________________________________________________________
 CT0374* NAD 83(1986)-  32 23 10.     (N)    099 02 42.     (W)     SCALED    
 CT0374* NAVD 88     -       503.111  (meters)    1650.62   (feet)  ADJUSTED  
 CT0374  ___________________________________________________________________
 CT0374  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CT0374  DYNAMIC HT  -         502.461 (meters)    1648.49  (feet)  COMP
 CT0374  MODELED GRAV-     979,331.5   (mgal)                       NAVD 88
 CT0374
 CT0374  VERT ORDER  -  FIRST     CLASS II
 CT0374
 CT0374.The horizontal coordinates were scaled from a topographic map and have
 CT0374.an estimated accuracy of +/- 6 seconds.
 CT0374
 CT0374.The orthometric height was determined by differential leveling
 CT0374.and adjusted by the National Geodetic Survey in June 1991..
 CT0374
 CT0374.The geoid height was determined by GEOID03.
 CT0374
 CT0374.The dynamic height is computed by dividing the NAVD 88
 CT0374.geopotential number by the normal gravity value computed on the
 CT0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0374.degrees latitude (g = 980.6199 gals.).
 CT0374
 CT0374.The modeled gravity was interpolated from observed gravity values.
 CT0374
 CT0374;                    North         East    Units  Estimated Accuracy
 CT0374;SPC TXNC     - 2,079,910.      548,720.      MT  (+/- 180 meters Scaled)
 CT0374
 CT0374                          SUPERSEDED SURVEY CONTROL
 CT0374
 CT0374  NGVD 29 (??/??/92)  502.963  (m)         1650.14   (f) ADJ UNCH    1 2
 CT0374
 CT0374.Superseded values are not recommended for survey control.
 CT0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0374.See file dsdata.txt to determine how the superseded data were derived.
 CT0374
 CT0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA957832(NAD 83)
 CT0374_MARKER: DB = BENCH MARK DISK
 CT0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0374_SP_SET: BRIDGE ABUTMENT
 CT0374_STAMPING: R 1053 1956
 CT0374_MARK LOGO: CGS   
 CT0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0374
 CT0374  HISTORY     - Date     Condition        Report By
 CT0374  HISTORY     - 1956     MONUMENTED       CGS
 CT0374  HISTORY     - 1978     GOOD             DOD
 CT0374  HISTORY     - 1983     GOOD             NGS
 CT0374
 CT0374                          STATION DESCRIPTION
 CT0374
 CT0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0374'4.0 MI W FROM CISCO.
 CT0374'4.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0374'AT CISCO, 8 1/2 POLES EAST OF MILEPOST 365, 5 1/2 POLES EAST OF A ROAD
 CT0374'CROSSING, 7 FEET SOUTH OF THE SOUTH RAIL, 2 FEET BELOW THE TOP OF THE
 CT0374'RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF
 CT0374'CONCRETE BRIDGE 364.7.
 CT0374
 CT0374                          STATION RECOVERY (1978)
 CT0374
 CT0374'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CT0374'RECOVERED IN GOOD CONDITION.
 CT0374
 CT0374                          STATION RECOVERY (1983)
 CT0374
 CT0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0374'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0374'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0374'FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0374'CONRAD HILTON AVENUE, THENCE 6.6 KM (4.1 MI) WESTERLY ALONG THE
 CT0374'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0617 ***********************************************************************
 CU0617  DESIGNATION -  R 1054
 CU0617  PID         -  CU0617
 CU0617  STATE/COUNTY-  TX/MARTIN
 CU0617  USGS QUAD   -  STANTON (1966)
 CU0617
 CU0617                         *CURRENT SURVEY CONTROL
 CU0617  ___________________________________________________________________
 CU0617* NAD 83(1986)-  32 08 11.     (N)    101 46 07.     (W)     SCALED    
 CU0617* NAVD 88     -       820.914  (meters)    2693.28   (feet)  ADJUSTED  
 CU0617  ___________________________________________________________________
 CU0617  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 CU0617  DYNAMIC HT  -         819.779 (meters)    2689.56  (feet)  COMP
 CU0617  MODELED GRAV-     979,229.8   (mgal)                       NAVD 88
 CU0617
 CU0617  VERT ORDER  -  FIRST     CLASS II
 CU0617
 CU0617.The horizontal coordinates were scaled from a topographic map and have
 CU0617.an estimated accuracy of +/- 6 seconds.
 CU0617
 CU0617.The orthometric height was determined by differential leveling
 CU0617.and adjusted by the National Geodetic Survey in June 1991..
 CU0617
 CU0617.The geoid height was determined by GEOID03.
 CU0617
 CU0617.The dynamic height is computed by dividing the NAVD 88
 CU0617.geopotential number by the normal gravity value computed on the
 CU0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0617.degrees latitude (g = 980.6199 gals.).
 CU0617
 CU0617.The modeled gravity was interpolated from observed gravity values.
 CU0617
 CU0617;                    North         East    Units  Estimated Accuracy
 CU0617;SPC TXNC     - 2,056,890.      291,650.      MT  (+/- 180 meters Scaled)
 CU0617
 CU0617                          SUPERSEDED SURVEY CONTROL
 CU0617
 CU0617  NGVD 29 (??/??/92)  820.605  (m)         2692.27   (f) ADJ UNCH    1 2
 CU0617
 CU0617.Superseded values are not recommended for survey control.
 CU0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0617.See file dsdata.txt to determine how the superseded data were derived.
 CU0617
 CU0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA388589(NAD 83)
 CU0617_MARKER: DB = BENCH MARK DISK
 CU0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0617_STAMPING: R 1054 1956
 CU0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0617+STABILITY: SURFACE MOTION
 CU0617
 CU0617  HISTORY     - Date     Condition        Report By
 CU0617  HISTORY     - 1956     MONUMENTED       CGS
 CU0617  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0617
 CU0617                          STATION DESCRIPTION
 CU0617
 CU0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0617'1.3 MI NE FROM STANTON.
 CU0617'1.3 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0617'STATION AT STANTON, 11 RAILS NORTHEAST OF THE CENTER OF A ROAD
 CU0617'CROSSING, 3 1/2 POLES NORTHEAST OF MILEPOST 533, 40 FEET NORTHWEST OF
 CU0617'THE NORTHWEST RAIL, 47.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CU0617'SOUTHEAST TRAFFIC LANE OF U.S. HIGHWAY 80, 9 FEET NORTHEAST OF A
 CU0617'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 3 FEET
 CU0617'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CU0617'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CU0617
 CU0617                          STATION RECOVERY (1982)
 CU0617
 CU0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0572 ***********************************************************************
 CT0572  DESIGNATION -  R 1055
 CT0572  PID         -  CT0572
 CT0572  STATE/COUNTY-  TX/TAYLOR
 CT0572  USGS QUAD   -  MERKEL EAST (1984)
 CT0572
 CT0572                         *CURRENT SURVEY CONTROL
 CT0572  ___________________________________________________________________
 CT0572* NAD 83(1986)-  32 28 04.     (N)    099 59 37.     (W)     SCALED    
 CT0572* NAVD 88     -       563.921  (meters)    1850.13   (feet)  ADJUSTED  
 CT0572  ___________________________________________________________________
 CT0572  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CT0572  DYNAMIC HT  -         563.188 (meters)    1847.73  (feet)  COMP
 CT0572  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 CT0572
 CT0572  VERT ORDER  -  FIRST     CLASS II
 CT0572
 CT0572.The horizontal coordinates were scaled from a topographic map and have
 CT0572.an estimated accuracy of +/- 6 seconds.
 CT0572
 CT0572.The orthometric height was determined by differential leveling
 CT0572.and adjusted by the National Geodetic Survey in June 1991..
 CT0572
 CT0572.The geoid height was determined by GEOID03.
 CT0572
 CT0572.The dynamic height is computed by dividing the NAVD 88
 CT0572.geopotential number by the normal gravity value computed on the
 CT0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0572.degrees latitude (g = 980.6199 gals.).
 CT0572
 CT0572.The modeled gravity was interpolated from observed gravity values.
 CT0572
 CT0572;                    North         East    Units  Estimated Accuracy
 CT0572;SPC TXNC     - 2,089,830.      459,600.      MT  (+/- 180 meters Scaled)
 CT0572
 CT0572                          SUPERSEDED SURVEY CONTROL
 CT0572
 CT0572  NGVD 29 (??/??/92)  563.734  (m)         1849.52   (f) ADJ UNCH    1 2
 CT0572
 CT0572.Superseded values are not recommended for survey control.
 CT0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0572.See file dsdata.txt to determine how the superseded data were derived.
 CT0572
 CT0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA066927(NAD 83)
 CT0572_MARKER: DB = BENCH MARK DISK
 CT0572_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0572_SP_SET: 15 FEET
 CT0572_STAMPING: R 1055 1956
 CT0572_MARK LOGO: CGS   
 CT0572_PROJECTION: FLUSH
 CT0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0572_ROD/PIPE-DEPTH: 4.6  meters
 CT0572
 CT0572  HISTORY     - Date     Condition        Report By
 CT0572  HISTORY     - 1956     MONUMENTED       CGS
 CT0572  HISTORY     - 1982     GOOD             NGS
 CT0572  HISTORY     - 20011013 GOOD             USPSQD
 CT0572
 CT0572                          STATION DESCRIPTION
 CT0572
 CT0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0572'1.0 MI E FROM MERKEL.
 CT0572'1.0 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0572'MERKEL, 6 1/2 POLES EAST OF MILEPOST 422, IN LINE WITH A ROW OF
 CT0572'TELEPHONE POLES, 30.3 FEET NORTH OF THE NORTH RAIL, 98 FEET SOUTH OF
 CT0572'THE CENTER LINE OF U.S. HIGHWAY 80, 19 FEET WEST OF A TELEPHONE POLE,
 CT0572'2.6 FEET EAST OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH
 CT0572'COPPER COATED STEEL ROD WHICH IS DRIVEN 15 FEET IN THE GROUND, INCASED
 CT0572'IN A 6 INCH TILE PIPE WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 CT0572
 CT0572                          STATION RECOVERY (1982)
 CT0572
 CT0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0572'19.9 KM (12.35 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0572'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0572'ABILENE, 0.2 KM (0.1 MI) EAST OF MILEPOST 422, 29.9 METERS (98.1 FT)
 CT0572'SOUTH OF THE CENTERLINE OF STATE HIGHWAY LOOP 39, 9.2 METERS (30.2 FT)
 CT0572'NORTH OF THE NEAR RAIL AND 5.9 METERS (19.4 FT) WEST OF A UTILITY
 CT0572'POLE.
 CT0572'THE MARK IS 1.2 M BELOW THE TRACKS.
 CT0572
 CT0572                          STATION RECOVERY (2001)
 CT0572
 CT0572'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0280 ***********************************************************************
 CU0280  DESIGNATION -  R 1056
 CU0280  PID         -  CU0280
 CU0280  STATE/COUNTY-  TX/NOLAN
 CU0280  USGS QUAD   -  ROSCOE (1987)
 CU0280
 CU0280                         *CURRENT SURVEY CONTROL
 CU0280  ___________________________________________________________________
 CU0280* NAD 83(1986)-  32 26 12.     (N)    100 36 22.     (W)     SCALED    
 CU0280* NAVD 88     -       727.335  (meters)    2386.26   (feet)  ADJUSTED  
 CU0280  ___________________________________________________________________
 CU0280  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CU0280  DYNAMIC HT  -         726.355 (meters)    2383.05  (feet)  COMP
 CU0280  MODELED GRAV-     979,268.3   (mgal)                       NAVD 88
 CU0280
 CU0280  VERT ORDER  -  FIRST     CLASS II
 CU0280
 CU0280.The horizontal coordinates were scaled from a topographic map and have
 CU0280.an estimated accuracy of +/- 6 seconds.
 CU0280
 CU0280.The orthometric height was determined by differential leveling
 CU0280.and adjusted by the National Geodetic Survey in June 1991..
 CU0280
 CU0280.The geoid height was determined by GEOID03.
 CU0280
 CU0280.The dynamic height is computed by dividing the NAVD 88
 CU0280.geopotential number by the normal gravity value computed on the
 CU0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0280.degrees latitude (g = 980.6199 gals.).
 CU0280
 CU0280.The modeled gravity was interpolated from observed gravity values.
 CU0280
 CU0280;                    North         East    Units  Estimated Accuracy
 CU0280;SPC TXNC     - 2,087,370.      401,960.      MT  (+/- 180 meters Scaled)
 CU0280
 CU0280                          SUPERSEDED SURVEY CONTROL
 CU0280
 CU0280  NGVD 29 (??/??/92)  727.070  (m)         2385.40   (f) ADJ UNCH    1 2
 CU0280
 CU0280.Superseded values are not recommended for survey control.
 CU0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0280.See file dsdata.txt to determine how the superseded data were derived.
 CU0280
 CU0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA490899(NAD 83)
 CU0280_MARKER: DB = BENCH MARK DISK
 CU0280_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0280_SP_SET: 31.5 FT.
 CU0280_STAMPING: R 1056 1956
 CU0280_MARK LOGO: CGS   
 CU0280_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0280_ROD/PIPE-DEPTH: 9.6  meters
 CU0280
 CU0280  HISTORY     - Date     Condition        Report By
 CU0280  HISTORY     - 1956     MONUMENTED       CGS
 CU0280  HISTORY     - 1982     GOOD             NGS
 CU0280
 CU0280                          STATION DESCRIPTION
 CU0280
 CU0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0280'4.1 MI W FROM ROSCOE.
 CU0280'4.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0280'AT ROSCOE, 134 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 CU0280'42.6 FEET NORTH OF THE NORTH RAIL, 6.7 FEET EAST OF TELEPHONE POLE
 CU0280'0505, 5.5 FEET SOUTH OF A FENCE, 2.8 FEET SOUTH OF A WITNESS POST, 1
 CU0280'1/2 POLES EAST OF MILEPOST 460, AT A ROAD CROSSING, CLAMPED ON THE TOP
 CU0280'OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 31.5 FEET IN THE
 CU0280'GROUND, INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE
 CU0280'THE GROUND.
 CU0280
 CU0280                          STATION RECOVERY (1982)
 CU0280
 CU0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0280'6.5 KM (4.05 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0280'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, TWO POLES EAST OF
 CU0280'MILEPOST 460, 40.8 METERS (133.9 FT) WEST-SOUTHWEST OF A PAVED ROAD
 CU0280'CROSSING, 13.0 METERS (42.7 FT) NORTH-NORTHWEST OF THE NEAR RAIL, 2.1
 CU0280'METERS (7.0 FT) EAST OF UTILITY POLE NUMBER H 0505 AND 1.7 METERS (5.6
 CU0280'FT) SOUTH-SOUTHEAST OF A FENCE.
 CU0280'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CU0280'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0283 ***********************************************************************
 CU0283  DESIGNATION -  R 1057
 CU0283  PID         -  CU0283
 CU0283  STATE/COUNTY-  TX/NOLAN
 CU0283  USGS QUAD   -  LORAINE (1969)
 CU0283
 CU0283                         *CURRENT SURVEY CONTROL
 CU0283  ___________________________________________________________________
 CU0283* NAD 83(1986)-  32 25 53.     (N)    100 38 26.     (W)     SCALED    
 CU0283* NAVD 88     -       736.880  (meters)    2417.58   (feet)  ADJUSTED  
 CU0283  ___________________________________________________________________
 CU0283  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CU0283  DYNAMIC HT  -         735.887 (meters)    2414.32  (feet)  COMP
 CU0283  MODELED GRAV-     979,267.4   (mgal)                       NAVD 88
 CU0283
 CU0283  VERT ORDER  -  FIRST     CLASS II
 CU0283
 CU0283.The horizontal coordinates were scaled from a topographic map and have
 CU0283.an estimated accuracy of +/- 6 seconds.
 CU0283
 CU0283.The orthometric height was determined by differential leveling
 CU0283.and adjusted by the National Geodetic Survey in June 1991..
 CU0283
 CU0283.The geoid height was determined by GEOID03.
 CU0283
 CU0283.The dynamic height is computed by dividing the NAVD 88
 CU0283.geopotential number by the normal gravity value computed on the
 CU0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0283.degrees latitude (g = 980.6199 gals.).
 CU0283
 CU0283.The modeled gravity was interpolated from observed gravity values.
 CU0283
 CU0283;                    North         East    Units  Estimated Accuracy
 CU0283;SPC TXNC     - 2,086,850.      398,710.      MT  (+/- 180 meters Scaled)
 CU0283
 CU0283                          SUPERSEDED SURVEY CONTROL
 CU0283
 CU0283  NGVD 29 (??/??/92)  736.625  (m)         2416.74   (f) ADJ UNCH    1 2
 CU0283
 CU0283.Superseded values are not recommended for survey control.
 CU0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0283.See file dsdata.txt to determine how the superseded data were derived.
 CU0283
 CU0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA457894(NAD 83)
 CU0283_MARKER: DB = BENCH MARK DISK
 CU0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0283_STAMPING: R 1057 1956
 CU0283_MARK LOGO: CGS   
 CU0283_PROJECTION: PROJECTING 5 CENTIMETERS
 CU0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0283+STABILITY: SURFACE MOTION
 CU0283
 CU0283  HISTORY     - Date     Condition        Report By
 CU0283  HISTORY     - 1956     MONUMENTED       CGS
 CU0283  HISTORY     - 1982     GOOD             NGS
 CU0283
 CU0283                          STATION DESCRIPTION
 CU0283
 CU0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0283'4.6 MI NE FROM LORAINE.
 CU0283'4.6 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0283'STATION AT LORAINE, 3 1/2 POLES SOUTHWEST OF A ROAD CROSSING, 105.6
 CU0283'FEET NORTHWEST OF MILEPOST 462, 35 FEET SOUTHEAST OF THE CENTER LINE
 CU0283'OF A ROAD, 46.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 4 FEET NORTHWEST
 CU0283'OF A TELEPHONE POLE, 3.4 FEET SOUTHWEST OF A WITNESS POST, 1.0 MILE
 CU0283'SOUTHWEST OF BENCH MARK Q 1057.3 FEET BELOW THE TOP OF THE RAILS, SET
 CU0283'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CU0283'GROUND.
 CU0283
 CU0283                          STATION RECOVERY (1982)
 CU0283
 CU0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0283'9.9 KM (6.15 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0283'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, 0.2 KM (0.1 MI)
 CU0283'SOUTHWEST OF A PAVED ROAD CROSSING, 32.3 METERS (106.0 FT) WEST OF
 CU0283'MILEPOST 462, 14.2 METERS (46.6 FT) NORTH-NORTHWEST OF THE NEAR RAIL,
 CU0283'10.7 METERS (35.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVELED ROAD
 CU0283'AND 1.3 METERS (4.3 FT) NORTH OF A UTILITY POLE.
 CU0283'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 CU0283'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0353 ***********************************************************************
 CC0353  DESIGNATION -  R 1058
 CC0353  PID         -  CC0353
 CC0353  STATE/COUNTY-  TX/REEVES
 CC0353  USGS QUAD   -  TOYAH (1970)
 CC0353
 CC0353                         *CURRENT SURVEY CONTROL
 CC0353  ___________________________________________________________________
 CC0353* NAD 83(1986)-  31 19 50.     (N)    103 45 50.     (W)     SCALED    
 CC0353* NAVD 88     -       874.827  (meters)    2870.16   (feet)  ADJUSTED  
 CC0353  ___________________________________________________________________
 CC0353  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CC0353  DYNAMIC HT  -         873.533 (meters)    2865.92  (feet)  COMP
 CC0353  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 CC0353
 CC0353  VERT ORDER  -  FIRST     CLASS II
 CC0353
 CC0353.The horizontal coordinates were scaled from a topographic map and have
 CC0353.an estimated accuracy of +/- 6 seconds.
 CC0353
 CC0353.The orthometric height was determined by differential leveling
 CC0353.and adjusted by the National Geodetic Survey in June 1991..
 CC0353
 CC0353.The geoid height was determined by GEOID03.
 CC0353
 CC0353.The dynamic height is computed by dividing the NAVD 88
 CC0353.geopotential number by the normal gravity value computed on the
 CC0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0353.degrees latitude (g = 980.6199 gals.).
 CC0353
 CC0353.The modeled gravity was interpolated from observed gravity values.
 CC0353
 CC0353;                    North         East    Units  Estimated Accuracy
 CC0353;SPC TX C     - 3,189,490.      373,590.      MT  (+/- 180 meters Scaled)
 CC0353
 CC0353                          SUPERSEDED SURVEY CONTROL
 CC0353
 CC0353  NGVD 29 (??/??/92)  874.475  (m)         2869.01   (f) ADJ UNCH    1 2
 CC0353
 CC0353.Superseded values are not recommended for survey control.
 CC0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0353.See file dsdata.txt to determine how the superseded data were derived.
 CC0353
 CC0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ176668(NAD 83)
 CC0353_MARKER: DB = BENCH MARK DISK
 CC0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0353_STAMPING: R 1058 1956
 CC0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0353+STABILITY: SURFACE MOTION
 CC0353
 CC0353  HISTORY     - Date     Condition        Report By
 CC0353  HISTORY     - 1956     MONUMENTED       CGS
 CC0353
 CC0353                          STATION DESCRIPTION
 CC0353
 CC0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0353'2.0 MI NE FROM TOYAH.
 CC0353'2.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0353'STATION AT TOYAH, 7 1/2 RAILS SOUTHWEST OF A SEMAPHORE, 44.1 FEET
 CC0353'SOUTHEAST OF THE SOUTHEAST RAIL, 9.8 FEET NORTHEAST OF MILEPOST 664,
 CC0353'4.2 FEET NORTHWEST OF A FENCE, 1.9 FEET SOUTHWEST OF A WITNESS POST,
 CC0353'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CC0353'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0018 ***********************************************************************
 BP0018  DESIGNATION -  R 106
 BP0018  PID         -  BP0018
 BP0018  STATE/COUNTY-  TX/PECOS
 BP0018  USGS QUAD   -  BOOTLEG CANYON (1969)
 BP0018
 BP0018                         *CURRENT SURVEY CONTROL
 BP0018  ___________________________________________________________________
 BP0018* NAD 83(1986)-  30 52 44.     (N)    102 27 39.     (W)     SCALED    
 BP0018* NAVD 88     -       813.642  (meters)    2669.42   (feet)  ADJUSTED  
 BP0018  ___________________________________________________________________
 BP0018  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BP0018  DYNAMIC HT  -         812.438 (meters)    2665.47  (feet)  COMP
 BP0018  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 BP0018
 BP0018  VERT ORDER  -  FIRST     CLASS II
 BP0018
 BP0018.The horizontal coordinates were scaled from a topographic map and have
 BP0018.an estimated accuracy of +/- 6 seconds.
 BP0018
 BP0018.The orthometric height was determined by differential leveling
 BP0018.and adjusted by the National Geodetic Survey in June 1991..
 BP0018
 BP0018.The geoid height was determined by GEOID03.
 BP0018
 BP0018.The dynamic height is computed by dividing the NAVD 88
 BP0018.geopotential number by the normal gravity value computed on the
 BP0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0018.degrees latitude (g = 980.6199 gals.).
 BP0018
 BP0018.The modeled gravity was interpolated from observed gravity values.
 BP0018
 BP0018;                    North         East    Units  Estimated Accuracy
 BP0018;SPC TX C     - 3,136,330.      496,590.      MT  (+/- 180 meters Scaled)
 BP0018
 BP0018                          SUPERSEDED SURVEY CONTROL
 BP0018
 BP0018  NGVD 29 (??/??/92)  813.341  (m)         2668.44   (f) ADJ UNCH    1 2
 BP0018
 BP0018.Superseded values are not recommended for survey control.
 BP0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0018.See file dsdata.txt to determine how the superseded data were derived.
 BP0018
 BP0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ427189(NAD 83)
 BP0018_MARKER: DB = BENCH MARK DISK
 BP0018_SETTING: 66 = SET IN ROCK OUTCROP
 BP0018_SP_SET: ROCK OUTCROP
 BP0018_STAMPING: R 106 1933 2668.436
 BP0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0018+STABILITY: POSITION/ELEVATION WELL
 BP0018
 BP0018  HISTORY     - Date     Condition        Report By
 BP0018  HISTORY     - 1933     MONUMENTED       USGS
 BP0018  HISTORY     - 1958     GOOD             NGS
 BP0018
 BP0018                          STATION DESCRIPTION
 BP0018
 BP0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0018'25.25 MI E FROM FORT STOCKTON.
 BP0018'ABOUT 25.25 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0018'SANTA FE RAILWAY STATION AT FORT STOCKTON, IN THE TOP OF A SMALL ROCK
 BP0018'OUTCROP FLUSH WITH THE GROUND, 128 FEET NORTHWEST OF THE CENTER LINE
 BP0018'OF THE HIGHWAY, ABOUT 1.05 MILES NORTHEAST OF A PRIVATE ROAD LEADING
 BP0018'EAST, ABOUT 0.5 MILE SOUTHWEST OF THE SOUTHWEST END OF A CURVE, ON THE
 BP0018'SOUTH SLOPE OF A HILL, ABOUT 108 YARDS NORTH-NORTHEAST OF A CONCRETE
 BP0018'HEADWALL, 73 FEET NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT OF WAY
 BP0018'FENCE, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0316 ***********************************************************************
 CU0316  DESIGNATION -  R 1060
 CU0316  PID         -  CU0316
 CU0316  STATE/COUNTY-  TX/MITCHELL
 CU0316  USGS QUAD   -  CEDAR BEND (1979)
 CU0316
 CU0316                         *CURRENT SURVEY CONTROL
 CU0316  ___________________________________________________________________
 CU0316* NAD 83(1986)-  32 23 26.     (N)    100 55 45.     (W)     SCALED    
 CU0316* NAVD 88     -       652.901  (meters)    2142.06   (feet)  ADJUSTED  
 CU0316  ___________________________________________________________________
 CU0316  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CU0316  DYNAMIC HT  -         652.029 (meters)    2139.20  (feet)  COMP
 CU0316  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 CU0316
 CU0316  VERT ORDER  -  FIRST     CLASS II
 CU0316
 CU0316.The horizontal coordinates were scaled from a topographic map and have
 CU0316.an estimated accuracy of +/- 6 seconds.
 CU0316
 CU0316.The orthometric height was determined by differential leveling
 CU0316.and adjusted by the National Geodetic Survey in June 1991..
 CU0316
 CU0316.The geoid height was determined by GEOID03.
 CU0316
 CU0316.The dynamic height is computed by dividing the NAVD 88
 CU0316.geopotential number by the normal gravity value computed on the
 CU0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0316.degrees latitude (g = 980.6199 gals.).
 CU0316
 CU0316.The modeled gravity was interpolated from observed gravity values.
 CU0316
 CU0316;                    North         East    Units  Estimated Accuracy
 CU0316;SPC TXNC     - 2,082,920.      371,470.      MT  (+/- 180 meters Scaled)
 CU0316
 CU0316                          SUPERSEDED SURVEY CONTROL
 CU0316
 CU0316  NGVD 29 (??/??/92)  652.687  (m)         2141.36   (f) ADJ UNCH    1 2
 CU0316
 CU0316.Superseded values are not recommended for survey control.
 CU0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0316.See file dsdata.txt to determine how the superseded data were derived.
 CU0316
 CU0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA185853(NAD 83)
 CU0316_MARKER: DB = BENCH MARK DISK
 CU0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0316_STAMPING: R 1060 1956
 CU0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0316+STABILITY: SURFACE MOTION
 CU0316
 CU0316  HISTORY     - Date     Condition        Report By
 CU0316  HISTORY     - 1956     MONUMENTED       CGS
 CU0316  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0316
 CU0316                          STATION DESCRIPTION
 CU0316
 CU0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0316'3.8 MI W FROM COLORADO CITY.
 CU0316'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0316'AT COLORADO CITY, 0.1 MILE WEST OF A ROAD CROSSING, 33.5 FEET
 CU0316'SOUTHEAST OF THE SOUTHEAST RAIL, 34 FEET NORTHWEST OF THE CENTER LINE
 CU0316'OF A DIRT ROAD, 10.2 FEET WEST OF THE 16TH POLE NORTHEAST OF MILEPOST
 CU0316'480, 14 FEET NORTHWEST OF A FENCE, 2.4 FEET NORTHEAST OF A WITNESS
 CU0316'POST, 1.0 MILE NORTHEAST OF BENCH MARK C 14, SET IN THE TOP OF A
 CU0316'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0316
 CU0316                          STATION RECOVERY (1982)
 CU0316
 CU0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0035 ***********************************************************************
 CC0035  DESIGNATION -  R 1061
 CC0035  PID         -  CC0035
 CC0035  STATE/COUNTY-  TX/MIDLAND
 CC0035  USGS QUAD   -  ODESSA NE (1981)
 CC0035
 CC0035                         *CURRENT SURVEY CONTROL
 CC0035  ___________________________________________________________________
 CC0035* NAD 83(1986)-  31 53 48.     (N)    102 15 53.     (W)     SCALED    
 CC0035* NAVD 88     -       870.506  (meters)    2855.99   (feet)  ADJUSTED  
 CC0035  ___________________________________________________________________
 CC0035  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CC0035  DYNAMIC HT  -         869.271 (meters)    2851.93  (feet)  COMP
 CC0035  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 CC0035
 CC0035  VERT ORDER  -  FIRST     CLASS II
 CC0035
 CC0035.The horizontal coordinates were scaled from a topographic map and have
 CC0035.an estimated accuracy of +/- 6 seconds.
 CC0035
 CC0035.The orthometric height was determined by differential leveling
 CC0035.and adjusted by the National Geodetic Survey in June 1991..
 CC0035.WARNING-Repeat measurements at this control monument indicate possible
 CC0035.vertical movement.
 CC0035
 CC0035.The geoid height was determined by GEOID03.
 CC0035
 CC0035.The dynamic height is computed by dividing the NAVD 88
 CC0035.geopotential number by the normal gravity value computed on the
 CC0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0035.degrees latitude (g = 980.6199 gals.).
 CC0035
 CC0035.The modeled gravity was interpolated from observed gravity values.
 CC0035
 CC0035;                    North         East    Units  Estimated Accuracy
 CC0035;SPC TX C     - 3,248,810.      517,300.      MT  (+/- 180 meters Scaled)
 CC0035
 CC0035                          SUPERSEDED SURVEY CONTROL
 CC0035
 CC0035  NGVD 29 (??/??/92)  870.110  (m)         2854.69   (f) ADJ UNCH    1 2
 CC0035
 CC0035.Superseded values are not recommended for survey control.
 CC0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0035.See file dsdata.txt to determine how the superseded data were derived.
 CC0035
 CC0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR586322(NAD 83)
 CC0035_MARKER: DB = BENCH MARK DISK
 CC0035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0035_SP_SET: 12.5 FT
 CC0035_STAMPING: R 1061 1956
 CC0035_MARK LOGO: CGS   
 CC0035_PROJECTION: PROJECTING 4 CENTIMETERS
 CC0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0035_ROD/PIPE-DEPTH: 3.7  meters
 CC0035
 CC0035  HISTORY     - Date     Condition        Report By
 CC0035  HISTORY     - 1956     MONUMENTED       CGS
 CC0035  HISTORY     - 1982     GOOD             NGS
 CC0035
 CC0035                          STATION DESCRIPTION
 CC0035
 CC0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0035'7.1 MI NE FROM ODESSA.
 CC0035'7.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0035'STATION AT ODESSA, 20 POLES NORTHEAST OF MILEPOST 567, 81 FEET EAST OF
 CC0035'THE SOUTHEAST END OF A 30 INCH CONCRETE PIPE CULVERT, 44.5 FEET
 CC0035'SOUTHEAST OF THE SOUTHEAST RAIL, 33.2 FEET SOUTHWEST OF A FENCE
 CC0035'CORNER, 4.6 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A
 CC0035'FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST, 6 FEET BELOW THE TOP OF
 CC0035'THE RAILS, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD
 CC0035'WHICH IS DRIVEN 12.5 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE
 CC0035'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CC0035
 CC0035                          STATION RECOVERY (1982)
 CC0035
 CC0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0035'11.4 KM (7.1 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0035'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 24.7 METERS (81.0
 CC0035'FT) EAST OF THE SOUTHEAST END OF A PIPE CULVERT, 13.3 METERS (43.6 FT)
 CC0035'SOUTHEAST OF THE NEAR RAIL, 9.8 METERS (32.2 FT) SOUTHWEST OF A FENCE
 CC0035'CORNER AND 0.9 METER (3.0 FT) NORTHWEST OF A FENCE.
 CC0035'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CC0035'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0197 ***********************************************************************
 CC0197  DESIGNATION -  R 1062
 CC0197  PID         -  CC0197
 CC0197  STATE/COUNTY-  TX/ECTOR
 CC0197  USGS QUAD   -  DOURO (1981)
 CC0197
 CC0197                         *CURRENT SURVEY CONTROL
 CC0197  ___________________________________________________________________
 CC0197* NAD 83(1986)-  31 45 26.     (N)    102 32 05.     (W)     SCALED    
 CC0197* NAVD 88     -       939.463  (meters)    3082.22   (feet)  ADJUSTED  
 CC0197  ___________________________________________________________________
 CC0197  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CC0197  DYNAMIC HT  -         938.136 (meters)    3077.87  (feet)  COMP
 CC0197  MODELED GRAV-     979,194.2   (mgal)                       NAVD 88
 CC0197
 CC0197  VERT ORDER  -  FIRST     CLASS II
 CC0197
 CC0197.The horizontal coordinates were scaled from a topographic map and have
 CC0197.an estimated accuracy of +/- 6 seconds.
 CC0197
 CC0197.The orthometric height was determined by differential leveling
 CC0197.and adjusted by the National Geodetic Survey in June 1991..
 CC0197
 CC0197.The geoid height was determined by GEOID03.
 CC0197
 CC0197.The dynamic height is computed by dividing the NAVD 88
 CC0197.geopotential number by the normal gravity value computed on the
 CC0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0197.degrees latitude (g = 980.6199 gals.).
 CC0197
 CC0197.The modeled gravity was interpolated from observed gravity values.
 CC0197
 CC0197;                    North         East    Units  Estimated Accuracy
 CC0197;SPC TX C     - 3,233,820.      491,460.      MT  (+/- 180 meters Scaled)
 CC0197
 CC0197                          SUPERSEDED SURVEY CONTROL
 CC0197
 CC0197  NGVD 29 (??/??/92)  939.072  (m)         3080.94   (f) ADJ UNCH    1 2
 CC0197
 CC0197.Superseded values are not recommended for survey control.
 CC0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0197.See file dsdata.txt to determine how the superseded data were derived.
 CC0197
 CC0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR335161(NAD 83)
 CC0197_MARKER: DB = BENCH MARK DISK
 CC0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0197_STAMPING: R 1062 1956
 CC0197_MARK LOGO: CGS   
 CC0197_PROJECTION: PROJECTING 50 CENTIMETERS
 CC0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0197+STABILITY: SURFACE MOTION
 CC0197
 CC0197  HISTORY     - Date     Condition        Report By
 CC0197  HISTORY     - 1956     MONUMENTED       CGS
 CC0197  HISTORY     - 1978     GOOD             DOD
 CC0197  HISTORY     - 1982     GOOD             NGS
 CC0197  HISTORY     - 20030807 POOR             TXDOT
 CC0197
 CC0197                          STATION DESCRIPTION
 CC0197
 CC0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0197'11.5 MI SW FROM ODESSA.
 CC0197'11.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0197'STATION AT ODESSA, 40.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 40 FEET
 CC0197'NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 13.1 FEET NORTHEAST
 CC0197'OF MILEPOST 585, 3 FEET NORTHEAST OF A WITNESS POST, 204.6 FEET EAST
 CC0197'OF THE FENCE AROUND THE PHILLIPS CHEMICAL COMPANY LOADING DOCKS, SET
 CC0197'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CC0197'GROUND.
 CC0197
 CC0197                          STATION RECOVERY (1978)
 CC0197
 CC0197'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CC0197'RECOVERED IN GOOD CONDITION.
 CC0197
 CC0197                          STATION RECOVERY (1982)
 CC0197
 CC0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0197'18.9 KM (11.75 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0197'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 25.5 METERS (83.7
 CC0197'FT) SOUTH OF MILEPOST 585, 12.6 METERS (41.3 FT) SOUTHEAST OF THE NEAR
 CC0197'RAIL AND 11.2 METERS (36.7 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 CC0197'ROAD.
 CC0197'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CC0197'THE MARK IS 0.5 M BELOW THE TRACKS.
 CC0197
 CC0197                          STATION RECOVERY (2003)
 CC0197
 CC0197'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (JCW)
 CC0197'THE UPPER ONE-THIRD OF THE BENCHMARK WAS FOUND SPLIT OFF FROM THE
 CC0197'REMAINDER OF THE BENCHMARK AND LYING HORIZONTALLY ON TOP OF THE SOIL.
 CC0197'THE CONCRETE BASE OF THE MARK IS STILL EMBEDDED IN THE GROUND. THE
 CC0197'WITNESS POST HAS BEEN SHATTERED AND BROKEN OFF FLUSH WITH THE GROUND.
 CC0197'THE GRAVELED ROAD DESCRIBED IN 1982 IS NOW A PAVED ROAD KNOWN AS
 CC0197'MURPHY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0378 ***********************************************************************
 CC0378  DESIGNATION -  R 1063
 CC0378  PID         -  CC0378
 CC0378  STATE/COUNTY-  TX/REEVES
 CC0378  USGS QUAD   -  PECOS WEST (1981)
 CC0378
 CC0378                         *CURRENT SURVEY CONTROL
 CC0378  ___________________________________________________________________
 CC0378* NAD 83(1986)-  31 27 31.     (N)    103 31 04.     (W)     SCALED    
 CC0378* NAVD 88     -       790.880  (meters)    2594.75   (feet)  ADJUSTED  
 CC0378  ___________________________________________________________________
 CC0378  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 CC0378  DYNAMIC HT  -         789.725 (meters)    2590.96  (feet)  COMP
 CC0378  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 CC0378
 CC0378  VERT ORDER  -  FIRST     CLASS II
 CC0378
 CC0378.The horizontal coordinates were scaled from a topographic map and have
 CC0378.an estimated accuracy of +/- 6 seconds.
 CC0378
 CC0378.The orthometric height was determined by differential leveling
 CC0378.and adjusted by the National Geodetic Survey in June 1991..
 CC0378
 CC0378.The geoid height was determined by GEOID03.
 CC0378
 CC0378.The dynamic height is computed by dividing the NAVD 88
 CC0378.geopotential number by the normal gravity value computed on the
 CC0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0378.degrees latitude (g = 980.6199 gals.).
 CC0378
 CC0378.The modeled gravity was interpolated from observed gravity values.
 CC0378
 CC0378;                    North         East    Units  Estimated Accuracy
 CC0378;SPC TX C     - 3,202,980.      397,410.      MT  (+/- 180 meters Scaled)
 CC0378
 CC0378                          SUPERSEDED SURVEY CONTROL
 CC0378
 CC0378  NGVD 29 (??/??/92)  790.951  (m)         2594.98   (f) ADJ UNCH    1 2
 CC0378
 CC0378.Superseded values are not recommended for survey control.
 CC0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0378.See file dsdata.txt to determine how the superseded data were derived.
 CC0378
 CC0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ408813(NAD 83)
 CC0378_MARKER: DB = BENCH MARK DISK
 CC0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0378_STAMPING: R 1063 1956
 CC0378_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0378+STABILITY: SURFACE MOTION
 CC0378
 CC0378  HISTORY     - Date     Condition        Report By
 CC0378  HISTORY     - 1956     MONUMENTED       CGS
 CC0378  HISTORY     - 1981     GOOD             NGS
 CC0378
 CC0378                          STATION DESCRIPTION
 CC0378
 CC0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0378'2.6 MI N FROM PECOS.
 CC0378'2.6 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0378'STATION AT PECOS, 92.8 FEET SOUTHWEST OF THE 3RD POLE NORTH OF
 CC0378'MILEPOST 269, 95.1 FEET WEST OF THE WEST RAIL, 99 FEET WEST OF THE
 CC0378'CENTER OF A DIRT ROAD CROSSING, 31 FEET NORTHWEST OF THE CENTER LINE
 CC0378'OF A DIRT ROAD LEADING SOUTHWEST, 38.4 FEET SOUTH OF THE SOUTHEAST
 CC0378'CORNER OF A CATTLE GUARD, 46 FEET SOUTHWEST OF THE CENTER LINE OF A
 CC0378'DIRT ROAD LEADING NORTHWEST, 3.1 FEET NORTHEAST OF A VERTICAL SECTION
 CC0378'OF RAIL, 3.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CC0378'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CC0378
 CC0378                          STATION RECOVERY (1981)
 CC0378
 CC0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0378'4.0 KM (2.5 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0378'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0378'PECOS, AT A GRAVELED ROAD CROSSING, 30.2 METERS (99.0 FT) WEST OF
 CC0378'THE CENTER OF THE CROSSING, 29.0 METERS (95.1 FT) WEST-SOUTHWEST OF
 CC0378'THE NEAR RAIL, 9.5 METERS (31.0 FT) EAST-SOUTHEAST OF UTILITY POLE
 CC0378'NUMBER 4 WITH A GUY WIRE, 8.2 METERS (27.0 FT) SOUTH-SOUTHEAST OF A
 CC0378'FENCE CORNER, AND 5.5 METERS (18.0 FT) NORTH-NORTHWEST OF THE
 CC0378'CENTER OF THE GRAVELED ROAD.
 CC0378'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0378'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0045 ***********************************************************************
 CC0045  DESIGNATION -  R 1064
 CC0045  PID         -  CC0045
 CC0045  STATE/COUNTY-  TX/ECTOR
 CC0045  USGS QUAD   -  ODESSA SW (1981)
 CC0045
 CC0045                         *CURRENT SURVEY CONTROL
 CC0045  ___________________________________________________________________
 CC0045* NAD 83(1986)-  31 51 43.     (N)    102 22 43.     (W)     SCALED    
 CC0045* NAVD 88     -       889.010  (meters)    2916.69   (feet)  ADJUSTED  
 CC0045  ___________________________________________________________________
 CC0045  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0045  DYNAMIC HT  -         887.752 (meters)    2912.57  (feet)  COMP
 CC0045  MODELED GRAV-     979,195.1   (mgal)                       NAVD 88
 CC0045
 CC0045  VERT ORDER  -  FIRST     CLASS II
 CC0045
 CC0045.The horizontal coordinates were scaled from a topographic map and have
 CC0045.an estimated accuracy of +/- 6 seconds.
 CC0045
 CC0045.The orthometric height was determined by differential leveling
 CC0045.and adjusted by the National Geodetic Survey in June 1991..
 CC0045
 CC0045.The geoid height was determined by GEOID03.
 CC0045
 CC0045.The dynamic height is computed by dividing the NAVD 88
 CC0045.geopotential number by the normal gravity value computed on the
 CC0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0045.degrees latitude (g = 980.6199 gals.).
 CC0045
 CC0045.The modeled gravity was interpolated from observed gravity values.
 CC0045
 CC0045;                    North         East    Units  Estimated Accuracy
 CC0045;SPC TX C     - 3,245,150.      506,460.      MT  (+/- 180 meters Scaled)
 CC0045
 CC0045                          SUPERSEDED SURVEY CONTROL
 CC0045
 CC0045  NGVD 29 (??/??/92)  888.617  (m)         2915.40   (f) ADJ UNCH    1 2
 CC0045
 CC0045.Superseded values are not recommended for survey control.
 CC0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0045.See file dsdata.txt to determine how the superseded data were derived.
 CC0045
 CC0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR480281(NAD 83)
 CC0045_MARKER: DB = BENCH MARK DISK
 CC0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0045_SP_SET: BUILDING
 CC0045_STAMPING: R 1064 1956
 CC0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0045
 CC0045  HISTORY     - Date     Condition        Report By
 CC0045  HISTORY     - 1956     MONUMENTED       CGS
 CC0045
 CC0045                          STATION DESCRIPTION
 CC0045
 CC0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0045'1.2 MI N FROM ODESSA.
 CC0045'1.2 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COURTHOUSE AT ODESSA,
 CC0045'AT AN INTERSECTION WITH WEST 20TH STREET, 8.3 FEET SOUTH OF THE
 CC0045'NORTHEAST CORNER OF THE GARRISON GENERAL TIRE COMPANY BUILDING, 34
 CC0045'FEET NORTH OF THE CENTER OF THE EAST ENTRANCE, 4.4 FEET NORTH OF THE
 CC0045'NORTH EDGE OF A SHOW WINDOW, 2.8 FEET ABOVE THE SIDEWALK, SET
 CC0045'VERTICALLY IN THE EAST WALL OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0525 ***********************************************************************
 CC0525  DESIGNATION -  R 1065
 CC0525  PID         -  CC0525
 CC0525  STATE/COUNTY-  TX/REEVES
 CC0525  USGS QUAD   -  SAND LAKE (1981)
 CC0525
 CC0525                         *CURRENT SURVEY CONTROL
 CC0525  ___________________________________________________________________
 CC0525* NAD 83(1986)-  31 30 54.     (N)    103 31 30.     (W)     SCALED    
 CC0525* NAVD 88     -       794.075  (meters)    2605.23   (feet)  ADJUSTED  
 CC0525  ___________________________________________________________________
 CC0525  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 CC0525  DYNAMIC HT  -         792.913 (meters)    2601.42  (feet)  COMP
 CC0525  MODELED GRAV-     979,151.5   (mgal)                       NAVD 88
 CC0525
 CC0525  VERT ORDER  -  FIRST     CLASS II
 CC0525
 CC0525.The horizontal coordinates were scaled from a topographic map and have
 CC0525.an estimated accuracy of +/- 6 seconds.
 CC0525
 CC0525.The orthometric height was determined by differential leveling
 CC0525.and adjusted by the National Geodetic Survey in June 1991..
 CC0525
 CC0525.The geoid height was determined by GEOID03.
 CC0525
 CC0525.The dynamic height is computed by dividing the NAVD 88
 CC0525.geopotential number by the normal gravity value computed on the
 CC0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0525.degrees latitude (g = 980.6199 gals.).
 CC0525
 CC0525.The modeled gravity was interpolated from observed gravity values.
 CC0525
 CC0525;                    North         East    Units  Estimated Accuracy
 CC0525;SPC TX C     - 3,209,250.      396,900.      MT  (+/- 180 meters Scaled)
 CC0525
 CC0525                          SUPERSEDED SURVEY CONTROL
 CC0525
 CC0525  NGVD 29 (??/??/92)  793.742  (m)         2604.14   (f) ADJ UNCH    1 2
 CC0525
 CC0525.Superseded values are not recommended for survey control.
 CC0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0525.See file dsdata.txt to determine how the superseded data were derived.
 CC0525
 CC0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ400876(NAD 83)
 CC0525_MARKER: DB = BENCH MARK DISK
 CC0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0525_STAMPING: R 1065 1956
 CC0525_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0525+STABILITY: SURFACE MOTION
 CC0525
 CC0525  HISTORY     - Date     Condition        Report By
 CC0525  HISTORY     - 1956     MONUMENTED       CGS
 CC0525  HISTORY     - 1981     GOOD             NGS
 CC0525
 CC0525                          STATION DESCRIPTION
 CC0525
 CC0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0525'6.5 MI N FROM PECOS.
 CC0525'6.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0525'STATION AT PECOS, 19 FEET SOUTH OF THE 1ST POLE NORTH OF MILEPOST 265,
 CC0525'30.4 FEET WEST OF THE WEST RAIL, 77 FEET SOUTHWEST OF THE CENTER OF A
 CC0525'ROAD CROSSING, 73 FEET SOUTH OF THE CENTER LINE OF A ROAD, 88 FEET
 CC0525'EAST OF THE CENTER LINE OF FARM ROAD 1216, 2 FEET NORTH OF A WITNESS
 CC0525'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CC0525'THE GROUND.
 CC0525
 CC0525                          STATION RECOVERY (1981)
 CC0525
 CC0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0525'10.3 KM (6.4 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0525'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0525'PECOS, 0.8 KM (0.5 MI) NORTH OF THE CROSSING OF FARM ROAD 1216, 0.2
 CC0525'KM (0.1 MI) NORTH OF MILE POST 265, AT A DIRT ROAD CROSSING, 26.8
 CC0525'METERS (88.0 FT) EAST OF THE CENTER OF THE FARM ROAD, 23.5 METERS
 CC0525'(77.0 FT) SOUTHWEST OF THE CENTER OF THE DIRT ROAD CROSSING, 22.3
 CC0525'METERS (73.0 FT) SOUTH OF THE CENTER OF THE DIRT ROAD, AND 9.3 METERS
 CC0525'(30.4 FT) WEST OF THE NEAR RAIL.
 CC0525'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CC0525'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0573 ***********************************************************************
 CD0573  DESIGNATION -  R 1066
 CD0573  PID         -  CD0573
 CD0573  STATE/COUNTY-  TX/HUDSPETH
 CD0573  USGS QUAD   -  LASCA (1979)
 CD0573
 CD0573                         *CURRENT SURVEY CONTROL
 CD0573  ___________________________________________________________________
 CD0573* NAD 83(1986)-  31 13 26.     (N)    105 28 32.     (W)     SCALED    
 CD0573* NAVD 88     -      1369.956  (meters)    4494.60   (feet)  ADJUSTED  
 CD0573  ___________________________________________________________________
 CD0573  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CD0573  DYNAMIC HT  -        1367.777 (meters)    4487.45  (feet)  COMP
 CD0573  MODELED GRAV-     979,002.3   (mgal)                       NAVD 88
 CD0573
 CD0573  VERT ORDER  -  FIRST     CLASS II
 CD0573
 CD0573.The horizontal coordinates were scaled from a topographic map and have
 CD0573.an estimated accuracy of +/- 6 seconds.
 CD0573
 CD0573.The orthometric height was determined by differential leveling
 CD0573.and adjusted by the National Geodetic Survey in June 1991..
 CD0573
 CD0573.The geoid height was determined by GEOID03.
 CD0573
 CD0573.The dynamic height is computed by dividing the NAVD 88
 CD0573.geopotential number by the normal gravity value computed on the
 CD0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0573.degrees latitude (g = 980.6199 gals.).
 CD0573
 CD0573.The modeled gravity was interpolated from observed gravity values.
 CD0573
 CD0573;                    North         East    Units  Estimated Accuracy
 CD0573;SPC TX C     - 3,183,950.      210,280.      MT  (+/- 180 meters Scaled)
 CD0573
 CD0573                          SUPERSEDED SURVEY CONTROL
 CD0573
 CD0573  NGVD 29 (??/??/92) 1369.368  (m)         4492.67   (f) ADJ UNCH    1 2
 CD0573
 CD0573.Superseded values are not recommended for survey control.
 CD0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0573.See file dsdata.txt to determine how the superseded data were derived.
 CD0573
 CD0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ547545(NAD 83)
 CD0573_MARKER: DB = BENCH MARK DISK
 CD0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0573_STAMPING: R 1066 1956
 CD0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0573+STABILITY: SURFACE MOTION
 CD0573
 CD0573  HISTORY     - Date     Condition        Report By
 CD0573  HISTORY     - 1956     MONUMENTED       CGS
 CD0573
 CD0573                          STATION DESCRIPTION
 CD0573
 CD0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0573'8.0 MI W FROM SIERRA BLANCA.
 CD0573'8.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0573'STATION AT SIERRA BLANCA, 98.5 FEET EAST OF THE 5TH POLE EAST OF A
 CD0573'ROAD CROSSING, 177.4 FEET EAST OF THE NORTH END OF A STEEL PIPE
 CD0573'CULVERT, 90.9 FEET NORTH OF MILEPOST 745, 42.5 FEET NORTH OF THE NORTH
 CD0573'RAIL, 20 RAILS EAST OF THE EAST END OF A SIDE TRACK, 4.4 FEET SOUTH OF
 CD0573'A FENCE, 2.6 FEET EAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE
 CD0573'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CD0573'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0503 ***********************************************************************
 CC0503  DESIGNATION -  R 1067
 CC0503  PID         -  CC0503
 CC0503  STATE/COUNTY-  TX/REEVES
 CC0503  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0503
 CC0503                         *CURRENT SURVEY CONTROL
 CC0503  ___________________________________________________________________
 CC0503* NAD 83(1986)-  31 40 31.     (N)    103 39 15.     (W)     SCALED    
 CC0503* NAVD 88     -       814.196  (meters)    2671.24   (feet)  ADJUSTED  
 CC0503  ___________________________________________________________________
 CC0503  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CC0503  DYNAMIC HT  -         812.999 (meters)    2667.31  (feet)  COMP
 CC0503  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 CC0503
 CC0503  VERT ORDER  -  FIRST     CLASS II
 CC0503
 CC0503.The horizontal coordinates were scaled from a topographic map and have
 CC0503.an estimated accuracy of +/- 6 seconds.
 CC0503
 CC0503.The orthometric height was determined by differential leveling
 CC0503.and adjusted by the National Geodetic Survey in June 1991..
 CC0503
 CC0503.The geoid height was determined by GEOID03.
 CC0503
 CC0503.The dynamic height is computed by dividing the NAVD 88
 CC0503.geopotential number by the normal gravity value computed on the
 CC0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0503.degrees latitude (g = 980.6199 gals.).
 CC0503
 CC0503.The modeled gravity was interpolated from observed gravity values.
 CC0503
 CC0503;                    North         East    Units  Estimated Accuracy
 CC0503;SPC TX C     - 3,227,370.      385,170.      MT  (+/- 180 meters Scaled)
 CC0503
 CC0503                          SUPERSEDED SURVEY CONTROL
 CC0503
 CC0503  NGVD 29 (??/??/92)  813.787  (m)         2669.90   (f) ADJ UNCH    1 2
 CC0503
 CC0503.Superseded values are not recommended for survey control.
 CC0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0503.See file dsdata.txt to determine how the superseded data were derived.
 CC0503
 CC0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR275052(NAD 83)
 CC0503_MARKER: DB = BENCH MARK DISK
 CC0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0503_STAMPING: R 1067 1957
 CC0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0503+STABILITY: SURFACE MOTION
 CC0503
 CC0503  HISTORY     - Date     Condition        Report By
 CC0503  HISTORY     - 1957     MONUMENTED       CGS
 CC0503  HISTORY     - 1957     GOOD             NGS
 CC0503
 CC0503                          STATION DESCRIPTION
 CC0503
 CC0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0503'1.2 MI NW FROM ARNO.
 CC0503'ABOUT 1.2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0503'FROM THE SECTION FOREMANS HOUSE AT ARNO, 124 1/2 FEET NORTHEAST OF
 CC0503'MILEPOST 250, 85 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET
 CC0503'SOUTHEAST OF A WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 CC0503'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0094 ***********************************************************************
 CD0094  DESIGNATION -  R 1068
 CD0094  PID         -  CD0094
 CD0094  STATE/COUNTY-  TX/JEFF DAVIS
 CD0094  USGS QUAD   -  KENT (1970)
 CD0094
 CD0094                         *CURRENT SURVEY CONTROL
 CD0094  ___________________________________________________________________
 CD0094* NAD 83(1986)-  31 04 32.     (N)    104 08 20.     (W)     SCALED    
 CD0094* NAVD 88     -      1237.402  (meters)    4059.71   (feet)  ADJUSTED  
 CD0094  ___________________________________________________________________
 CD0094  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 CD0094  DYNAMIC HT  -        1235.492 (meters)    4053.44  (feet)  COMP
 CD0094  MODELED GRAV-     979,054.2   (mgal)                       NAVD 88
 CD0094
 CD0094  VERT ORDER  -  FIRST     CLASS II
 CD0094
 CD0094.The horizontal coordinates were scaled from a topographic map and have
 CD0094.an estimated accuracy of +/- 6 seconds.
 CD0094
 CD0094.The orthometric height was determined by differential leveling
 CD0094.and adjusted by the National Geodetic Survey in June 1991..
 CD0094
 CD0094.The geoid height was determined by GEOID03.
 CD0094
 CD0094.The dynamic height is computed by dividing the NAVD 88
 CD0094.geopotential number by the normal gravity value computed on the
 CD0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0094.degrees latitude (g = 980.6199 gals.).
 CD0094
 CD0094.The modeled gravity was interpolated from observed gravity values.
 CD0094
 CD0094;                    North         East    Units  Estimated Accuracy
 CD0094;SPC TX C     - 3,162,390.      336,950.      MT  (+/- 180 meters Scaled)
 CD0094
 CD0094                          SUPERSEDED SURVEY CONTROL
 CD0094
 CD0094  NGVD 29 (??/??/92) 1236.930  (m)         4058.16   (f) ADJ UNCH    1 2
 CD0094
 CD0094.Superseded values are not recommended for survey control.
 CD0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0094.See file dsdata.txt to determine how the superseded data were derived.
 CD0094
 CD0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ821382(NAD 83)
 CD0094_MARKER: DB = BENCH MARK DISK
 CD0094_SETTING: 66 = SET IN ROCK OUTCROP
 CD0094_SP_SET: OUTCROP
 CD0094_STAMPING: R 1068 1956
 CD0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0094+STABILITY: POSITION/ELEVATION WELL
 CD0094
 CD0094  HISTORY     - Date     Condition        Report By
 CD0094  HISTORY     - 1956     MONUMENTED       CGS
 CD0094
 CD0094                          STATION DESCRIPTION
 CD0094
 CD0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0094'5.15 MI NE FROM KENT.
 CD0094'5.15 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0094'STATION AT KENT, 70 FEET NORTH OF THE 13TH POLE SOUTHWEST OF MILEPOST
 CD0094'693, 19.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 3.5 FEET EAST OF A
 CD0094'TELEPHONE POLE, 29.5 FEET SOUTHEAST OF A FENCE, 2.7 FEET BELOW THE TOP
 CD0094'OF THE RAILS, FLUSH WITH THE GROUND, SET IN THE TOP OF A LIMESTONE
 CD0094'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0178 ***********************************************************************
 CD0178  DESIGNATION -  R 1069
 CD0178  PID         -  CD0178
 CD0178  STATE/COUNTY-  TX/CULBERSON
 CD0178  USGS QUAD   -  PLATEAU (1979)
 CD0178
 CD0178                         *CURRENT SURVEY CONTROL
 CD0178  ___________________________________________________________________
 CD0178* NAD 83(1986)-  31 03 48.     (N)    104 33 06.     (W)     SCALED    
 CD0178* NAVD 88     -      1206.504  (meters)    3958.34   (feet)  POSTED    
 CD0178  ___________________________________________________________________
 CD0178  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 CD0178  DYNAMIC HT  -        1204.630 (meters)    3952.19  (feet)  COMP
 CD0178  MODELED GRAV-     979,046.2   (mgal)                       NAVD 88
 CD0178
 CD0178  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0178
 CD0178.The horizontal coordinates were scaled from a topographic map and have
 CD0178.an estimated accuracy of +/- 6 seconds.
 CD0178
 CD0178.The orthometric height was determined by differential leveling
 CD0178.and adjusted by the National Geodetic Survey in 1992..
 CD0178.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0178.rate of 0.0 thru 1.0 mm/km.
 CD0178
 CD0178.The geoid height was determined by GEOID03.
 CD0178
 CD0178.The dynamic height is computed by dividing the NAVD 88
 CD0178.geopotential number by the normal gravity value computed on the
 CD0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0178.degrees latitude (g = 980.6199 gals.).
 CD0178
 CD0178.The modeled gravity was interpolated from observed gravity values.
 CD0178
 CD0178;                    North         East    Units  Estimated Accuracy
 CD0178;SPC TX C     - 3,162,460.      297,540.      MT  (+/- 180 meters Scaled)
 CD0178
 CD0178                          SUPERSEDED SURVEY CONTROL
 CD0178
 CD0178  NGVD 29 (??/??/92) 1206.017  (m)         3956.74   (f) ADJ UNCH    1 2
 CD0178
 CD0178.Superseded values are not recommended for survey control.
 CD0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0178.See file dsdata.txt to determine how the superseded data were derived.
 CD0178
 CD0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ427367(NAD 83)
 CD0178_MARKER: DB = BENCH MARK DISK
 CD0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0178_STAMPING: R 1069 1956
 CD0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0178+STABILITY: SURFACE MOTION
 CD0178
 CD0178  HISTORY     - Date     Condition        Report By
 CD0178  HISTORY     - 1956     MONUMENTED       CGS
 CD0178  HISTORY     - 1968     GOOD             NGS
 CD0178
 CD0178                          STATION DESCRIPTION
 CD0178
 CD0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CD0178'17 MI E FROM VAN HORN.
 CD0178'17.9 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN VAN HORN
 CD0178'TO A CATTLE GUARD, SIDE ROAD, AND SIGN PLATEAU ON THE LEFT, THENCE
 CD0178'0.35 MILE NORTH ALONG BLADED ROAD TO A GATE AND SIDE ROAD RIGHT,
 CD0178'THENCE 0.35 MILE EAST ON TRACK ROAD, 108 FEET SOUTH OF THE SOUTH RAIL
 CD0178'OF THE TEXAS AND PACIFIC RAILROAD TRACK, 59 FEET SOUTH OF THE SOUTH
 CD0178'RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WOODEN WITNESS POST, 2.5 FEET
 CD0178'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED, SET IN THE TOP OF A
 CD0178'10-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 6 INCHES ABOVE THE
 CD0178'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0174 ***********************************************************************
 CC0174  DESIGNATION -  R 107
 CC0174  PID         -  CC0174
 CC0174  STATE/COUNTY-  TX/WARD
 CC0174  USGS QUAD   -  GRANDFALLS (1981)
 CC0174
 CC0174                         *CURRENT SURVEY CONTROL
 CC0174  ___________________________________________________________________
 CC0174* NAD 83(1986)-  31 22 17.     (N)    102 52 01.     (W)     SCALED    
 CC0174* NAVD 88     -       752.306  (meters)    2468.19   (feet)  ADJUSTED  
 CC0174  ___________________________________________________________________
 CC0174  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CC0174  DYNAMIC HT  -         751.250 (meters)    2464.73  (feet)  COMP
 CC0174  MODELED GRAV-     979,210.5   (mgal)                       NAVD 88
 CC0174
 CC0174  VERT ORDER  -  FIRST     CLASS II
 CC0174
 CC0174.The horizontal coordinates were scaled from a topographic map and have
 CC0174.an estimated accuracy of +/- 6 seconds.
 CC0174
 CC0174.The orthometric height was determined by differential leveling
 CC0174.and adjusted by the National Geodetic Survey in June 1991..
 CC0174
 CC0174.The geoid height was determined by GEOID03.
 CC0174
 CC0174.The dynamic height is computed by dividing the NAVD 88
 CC0174.geopotential number by the normal gravity value computed on the
 CC0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0174.degrees latitude (g = 980.6199 gals.).
 CC0174
 CC0174.The modeled gravity was interpolated from observed gravity values.
 CC0174
 CC0174;                    North         East    Units  Estimated Accuracy
 CC0174;SPC TX C     - 3,191,720.      459,020.      MT  (+/- 180 meters Scaled)
 CC0174
 CC0174                          SUPERSEDED SURVEY CONTROL
 CC0174
 CC0174  NGVD 29 (??/??/92)  752.019  (m)         2467.25   (f) ADJ UNCH    1 2
 CC0174
 CC0174.Superseded values are not recommended for survey control.
 CC0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0174.See file dsdata.txt to determine how the superseded data were derived.
 CC0174
 CC0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ028727(NAD 83)
 CC0174_MARKER: DB = BENCH MARK DISK
 CC0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0174_SP_SET: BUILDING
 CC0174_STAMPING: R 107 1933 2467.249
 CC0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0174
 CC0174  HISTORY     - Date     Condition        Report By
 CC0174  HISTORY     - 1933     MONUMENTED       CGS
 CC0174  HISTORY     - 1958     GOOD             NGS
 CC0174  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0174
 CC0174                          STATION DESCRIPTION
 CC0174
 CC0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0174'2.4 MI N FROM GRANDFALLS.
 CC0174'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 82 FROM THE FIRST BAPTIST
 CC0174'CHURCH AT GRANDFALLS, ABOUT 0.1 MILE SOUTH OF THE POST OFFICE AT
 CC0174'ROYALITY, SET VERTICALLY IN THE SOUTH SIDE AT THE SOUTHEAST CORNER OF
 CC0174'A CONCRETE LANDING AT THE EAST SIDE OF A STOCCO BUILDING, 31 1/2 FEET
 CC0174'WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 103 YARDS SOUTH OF THE
 CC0174'CENTER LINE OF FARM ROAD 1219, 8 1/2 FEET EAST OF THE EAST FACE OF THE
 CC0174'BUILDING, AND ABOUT LEVEL WITH THE HIGHWAY.
 CC0174
 CC0174                          STATION RECOVERY (1981)
 CC0174
 CC0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0174'THE BUILDING HAS BEEN TORN DOWN AND THE MARK SHOULD BE CONSIDERED
 CC0174'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0207 ***********************************************************************
 CD0207  DESIGNATION -  R 1070
 CD0207  PID         -  CD0207
 CD0207  STATE/COUNTY-  TX/CULBERSON
 CD0207  USGS QUAD   -  VAN HORN (1979)
 CD0207
 CD0207                         *CURRENT SURVEY CONTROL
 CD0207  ___________________________________________________________________
 CD0207* NAD 83(1986)-  31 03 42.     (N)    104 47 07.     (W)     SCALED    
 CD0207* NAVD 88     -      1201.108  (meters)    3940.64   (feet)  ADJUSTED  
 CD0207  ___________________________________________________________________
 CD0207  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0207  DYNAMIC HT  -        1199.225 (meters)    3934.46  (feet)  COMP
 CD0207  MODELED GRAV-     979,031.9   (mgal)                       NAVD 88
 CD0207
 CD0207  VERT ORDER  -  FIRST     CLASS II
 CD0207
 CD0207.This mark is at Culberson Co (VHN) Airport (VHN)
 CD0207
 CD0207.The horizontal coordinates were scaled from a topographic map and have
 CD0207.an estimated accuracy of +/- 6 seconds.
 CD0207
 CD0207.The orthometric height was determined by differential leveling
 CD0207.and adjusted by the National Geodetic Survey in June 1991..
 CD0207
 CD0207.The geoid height was determined by GEOID03.
 CD0207
 CD0207.The dynamic height is computed by dividing the NAVD 88
 CD0207.geopotential number by the normal gravity value computed on the
 CD0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0207.degrees latitude (g = 980.6199 gals.).
 CD0207
 CD0207.The modeled gravity was interpolated from observed gravity values.
 CD0207
 CD0207;                    North         East    Units  Estimated Accuracy
 CD0207;SPC TX C     - 3,163,140.      275,260.      MT  (+/- 180 meters Scaled)
 CD0207
 CD0207                          SUPERSEDED SURVEY CONTROL
 CD0207
 CD0207  NGVD 29 (??/??/92) 1200.625  (m)         3939.05   (f) ADJ UNCH    1 2
 CD0207
 CD0207.Superseded values are not recommended for survey control.
 CD0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0207.See file dsdata.txt to determine how the superseded data were derived.
 CD0207
 CD0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ204364(NAD 83)
 CD0207_MARKER: DB = BENCH MARK DISK
 CD0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0207_STAMPING: R 1070 1956
 CD0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0207+STABILITY: SURFACE MOTION
 CD0207
 CD0207  HISTORY     - Date     Condition        Report By
 CD0207  HISTORY     - 1956     MONUMENTED       CGS
 CD0207  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0207
 CD0207                          STATION DESCRIPTION
 CD0207
 CD0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0207'3.5 MI NE FROM VAN HORN.
 CD0207'0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0207'AT VAN HORN, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 54, THENCE 2.4
 CD0207'MILES NORTHEAST ALONG FARM ROAD 2185, THENCE 0.45 MILE EAST ALONG AN
 CD0207'OILED ROAD, AT THE CULBERSON COUNTY AIRPORT, 55 FEET WEST OF THE
 CD0207'CENTER LINE OF AN OILED TAXI STRIP, 3 FEET NORTHEAST OF THE SOUTHEAST
 CD0207'CORNER OF THE ADMINISTRATION BUILDING, SET IN THE TOP OF A CONCRETE
 CD0207'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CD0207
 CD0207                          STATION RECOVERY (1981)
 CD0207
 CD0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0207'NOTE=AIRPORT PERSONNEL STATED THAT THE ADMINISTRATION BUILDING HAS
 CD0207'BEEN TORN DOWN AND THE AREA LEVELED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0549 ***********************************************************************
 CD0549  DESIGNATION -  R 1071
 CD0549  PID         -  CD0549
 CD0549  STATE/COUNTY-  TX/HUDSPETH
 CD0549  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0549
 CD0549                         *CURRENT SURVEY CONTROL
 CD0549  ___________________________________________________________________
 CD0549* NAD 83(1986)-  31 08 42.     (N)    105 15 13.     (W)     SCALED    
 CD0549* NAVD 88     -      1331.733  (meters)    4369.19   (feet)  ADJUSTED  
 CD0549  ___________________________________________________________________
 CD0549  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CD0549  DYNAMIC HT  -        1329.613 (meters)    4362.24  (feet)  COMP
 CD0549  MODELED GRAV-     979,002.0   (mgal)                       NAVD 88
 CD0549
 CD0549  VERT ORDER  -  FIRST     CLASS II
 CD0549
 CD0549.The horizontal coordinates were scaled from a topographic map and have
 CD0549.an estimated accuracy of +/- 6 seconds.
 CD0549
 CD0549.The orthometric height was determined by differential leveling
 CD0549.and adjusted by the National Geodetic Survey in June 1991..
 CD0549
 CD0549.The geoid height was determined by GEOID03.
 CD0549
 CD0549.The dynamic height is computed by dividing the NAVD 88
 CD0549.geopotential number by the normal gravity value computed on the
 CD0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0549.degrees latitude (g = 980.6199 gals.).
 CD0549
 CD0549.The modeled gravity was interpolated from observed gravity values.
 CD0549
 CD0549;                    North         East    Units  Estimated Accuracy
 CD0549;SPC TX C     - 3,174,250.      231,010.      MT  (+/- 180 meters Scaled)
 CD0549
 CD0549                          SUPERSEDED SURVEY CONTROL
 CD0549
 CD0549  NGVD 29 (??/??/92) 1331.144  (m)         4367.26   (f) ADJ UNCH    1 2
 CD0549
 CD0549.Superseded values are not recommended for survey control.
 CD0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0549.See file dsdata.txt to determine how the superseded data were derived.
 CD0549
 CD0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ758456(NAD 83)
 CD0549_MARKER: DB = BENCH MARK DISK
 CD0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0549_SP_SET: CULVERT
 CD0549_STAMPING: R 1071 1956
 CD0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0549
 CD0549  HISTORY     - Date     Condition        Report By
 CD0549  HISTORY     - 1956     MONUMENTED       CGS
 CD0549  HISTORY     - 1981     GOOD             NGS
 CD0549
 CD0549                          STATION DESCRIPTION
 CD0549
 CD0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0549'6.45 MI E FROM SIERRA BLANCA.
 CD0549'6.45 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0549'AT SIERRA BLANCA, 99.5 FEET SOUTH OF THE SOUTH RAIL, 18 FEET NORTH OF
 CD0549'THE CENTER LINE OF U.S. HIGHWAY 80, 110 FEET SOUTHEAST OF THE 2ND POLE
 CD0549'EAST OF MILEPOST 762, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 CD0549'TOP OF THE CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER
 CD0549'THE HIGHWAY.
 CD0549
 CD0549                          STATION RECOVERY (1981)
 CD0549
 CD0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0549'10.5 KM (6.5 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0549'FROM THE RAILROAD STATION IN SEIRRA BLANCA, 1-1/2 POLES SOUTHEAST
 CD0549'OF MILEPOST 762, IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF
 CD0549'A CONCRETE BOX CULVERT UNDER A FRONTAGE ROAD, 30.3 METERS (99.5 FT)
 CD0549'SOUTH-SOUTHWEST OF THE NEAR RAIL AND 5.5 METERS (18.0 FT)
 CD0549'NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CD0549'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0032 ***********************************************************************
 CE0032  DESIGNATION -  R 1072
 CE0032  PID         -  CE0032
 CE0032  STATE/COUNTY-  TX/EL PASO
 CE0032  USGS QUAD   -  YSLETA (1994)
 CE0032
 CE0032                         *CURRENT SURVEY CONTROL
 CE0032  ___________________________________________________________________
 CE0032* NAD 83(1986)-  31 42 02.     (N)    106 19 38.     (W)     SCALED    
 CE0032* NAVD 88     -      1119.473  (meters)    3672.80   (feet)  ADJUSTED  
 CE0032  ___________________________________________________________________
 CE0032  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0032  DYNAMIC HT  -        1117.772 (meters)    3667.22  (feet)  COMP
 CE0032  MODELED GRAV-     979,082.5   (mgal)                       NAVD 88
 CE0032
 CE0032  VERT ORDER  -  FIRST     CLASS I
 CE0032
 CE0032.The horizontal coordinates were scaled from a topographic map and have
 CE0032.an estimated accuracy of +/- 6 seconds.
 CE0032
 CE0032.The orthometric height was determined by differential leveling
 CE0032.and adjusted by the National Geodetic Survey in November 1996..
 CE0032
 CE0032.The geoid height was determined by GEOID03.
 CE0032
 CE0032.The dynamic height is computed by dividing the NAVD 88
 CE0032.geopotential number by the normal gravity value computed on the
 CE0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0032.degrees latitude (g = 980.6199 gals.).
 CE0032
 CE0032.The modeled gravity was interpolated from observed gravity values.
 CE0032
 CE0032;                    North         East    Units  Estimated Accuracy
 CE0032;SPC TX C     - 3,240,780.      132,090.      MT  (+/- 180 meters Scaled)
 CE0032
 CE0032                          SUPERSEDED SURVEY CONTROL
 CE0032
 CE0032  NAVD 88 (06/15/91) 1119.508  (m)         3672.92   (f) UNKNOWN     1 1
 CE0032  NGVD 29 (??/??/92) 1118.964  (m)         3671.13   (f) ADJ UNCH    1 1
 CE0032
 CE0032.Superseded values are not recommended for survey control.
 CE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0032.See file dsdata.txt to determine how the superseded data were derived.
 CE0032
 CE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR742080(NAD 83)
 CE0032_MARKER: DB = BENCH MARK DISK
 CE0032_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CE0032+WITH SETTING: PAVEMENT
 CE0032_SP_SET: FOOTING
 CE0032_STAMPING: R 1072 1956
 CE0032_MARK LOGO: CGS   
 CE0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0032+STABILITY: SURFACE MOTION
 CE0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0032+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1993
 CE0032
 CE0032  HISTORY     - Date     Condition        Report By
 CE0032  HISTORY     - 1956     MONUMENTED       CGS
 CE0032  HISTORY     - 1981     GOOD             NGS
 CE0032  HISTORY     - 19930125 GOOD             NGS
 CE0032
 CE0032                          STATION DESCRIPTION
 CE0032
 CE0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0032'0.3 MI NW FROM YSLETA.
 CE0032'0.3 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0032'STATION AT YSLETA, 25 FEET EAST OF MILEPOST 817, 44 FEET NORTHEAST OF
 CE0032'THE CENTER LINE OF SAN JOSE ROAD, 7.6 FEET SOUTHWEST OF THE SOUTHWEST
 CE0032'RAIL OF THE MAIN NORTHEAST TRACK, SET IN THE TOP OF THE SOUTHEAST END
 CE0032'OF AN ABANDONED CONCRETE SEMAPHORE BASE.
 CE0032
 CE0032                          STATION RECOVERY (1981)
 CE0032
 CE0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0032'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CE0032'IN YSLETA, AT THE JUNCTION OF ROSEWAY DRIVE AND DULCE CIRCLE AND
 CE0032'THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.3 METER (1.0 FT)
 CE0032'NORTHWEST OF THE SOUTHEAST END OF A CONCRETE RAILROAD SEMAPHORE
 CE0032'BASE, 13.4 METERS (44.0 FT) NORTHEAST OF THE CENTER OF THE DRIVE,
 CE0032'7.6 METERS (25.0 FT) EAST OF MILEPOST 817, 5.5 METERS (18.0 FT)
 CE0032'SOUTHEAST OF THE EXTENDED CENTER OF THE CIRCLE AND 2.3 METERS (7.6 FT)
 CE0032'SOUTHWEST OF THE NEAR RAIL.
 CE0032
 CE0032                          STATION RECOVERY (1993)
 CE0032
 CE0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0032'IN EL PASO, AT THE INTERSECTION OF DULCE CIRCLE AND ROSEWAY DRIVE, IN
 CE0032'TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF A
 CE0032'CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL REMOVED), 13.0 M
 CE0032'(42.7 FT) NORTHEAST OF THE CENTER OF THE DRIVE, 4.0 M (13.1 FT)
 CE0032'SOUTHEAST OF THE EXTENDED CENTER OF THE CIRCLE, AND 2.4 M (7.9 FT)
 CE0032'SOUTHWEST OF AND LEVEL WITH THE NEAR RAIL OF THE SOUTHERN PACIFIC
 CE0032'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0181 ***********************************************************************
 CE0181  DESIGNATION -  R 1073
 CE0181  PID         -  CE0181
 CE0181  STATE/COUNTY-  TX/EL PASO
 CE0181  USGS QUAD   -  TORNILLO (1972)
 CE0181
 CE0181                         *CURRENT SURVEY CONTROL
 CE0181  ___________________________________________________________________
 CE0181* NAD 83(1986)-  31 25 16.     (N)    106 02 32.     (W)     SCALED    
 CE0181* NAVD 88     -      1097.151  (meters)    3599.57   (feet)  ADJUSTED  
 CE0181  ___________________________________________________________________
 CE0181  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0181  DYNAMIC HT  -        1095.439 (meters)    3593.95  (feet)  COMP
 CE0181  MODELED GRAV-     979,043.4   (mgal)                       NAVD 88
 CE0181
 CE0181  VERT ORDER  -  FIRST     CLASS II
 CE0181
 CE0181.The horizontal coordinates were scaled from a topographic map and have
 CE0181.an estimated accuracy of +/- 6 seconds.
 CE0181
 CE0181.The orthometric height was determined by differential leveling
 CE0181.and adjusted by the National Geodetic Survey in June 1991..
 CE0181
 CE0181.The geoid height was determined by GEOID03.
 CE0181
 CE0181.The dynamic height is computed by dividing the NAVD 88
 CE0181.geopotential number by the normal gravity value computed on the
 CE0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0181.degrees latitude (g = 980.6199 gals.).
 CE0181
 CE0181.The modeled gravity was interpolated from observed gravity values.
 CE0181
 CE0181;                    North         East    Units  Estimated Accuracy
 CE0181;SPC TX C     - 3,208,420.      157,480.      MT  (+/- 180 meters Scaled)
 CE0181
 CE0181                          SUPERSEDED SURVEY CONTROL
 CE0181
 CE0181  NGVD 29 (??/??/92) 1096.577  (m)         3597.69   (f) ADJ UNCH    1 2
 CE0181
 CE0181.Superseded values are not recommended for survey control.
 CE0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0181.See file dsdata.txt to determine how the superseded data were derived.
 CE0181
 CE0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ009767(NAD 83)
 CE0181_MARKER: DB = BENCH MARK DISK
 CE0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0181_STAMPING: R 1073 1956
 CE0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0181+STABILITY: SURFACE MOTION
 CE0181
 CE0181  HISTORY     - Date     Condition        Report By
 CE0181  HISTORY     - 1956     MONUMENTED       CGS
 CE0181  HISTORY     - 1972     MARK NOT FOUND   USGS
 CE0181
 CE0181                          STATION DESCRIPTION
 CE0181
 CE0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0181'3.1 MI E FROM TORNILLO.
 CE0181'3.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0181'STATION AT TORNILLO, 39.5 FEET WEST OF THE 4TH POLE WEST OF MILEPOST
 CE0181'791, 56 FEET NORTH OF A FENCE, 41 FEET SOUTH OF THE SOUTH RAIL, IN
 CE0181'LINE WITH A ROW OF TELEPHONE POLES, 1.4 FEET SOUTH OF A WITNESS POST,
 CE0181'SET IN THE TOP OF A 4 INCH CONCRETE PIPE WHICH IS FILLED WITH CONCRETE
 CE0181'AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CE0181
 CE0181                          STATION RECOVERY (1972)
 CE0181
 CE0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CE0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0627 ***********************************************************************
 CD0627  DESIGNATION -  R 1074
 CD0627  PID         -  CD0627
 CD0627  STATE/COUNTY-  TX/HUDSPETH
 CD0627  USGS QUAD   -  CAMPO GRANDE MOUNTAIN (1972)
 CD0627
 CD0627                         *CURRENT SURVEY CONTROL
 CD0627  ___________________________________________________________________
 CD0627* NAD 83(1986)-  31 15 08.     (N)    105 41 35.     (W)     SCALED    
 CD0627* NAVD 88     -      1154.887  (meters)    3788.99   (feet)  ADJUSTED  
 CD0627  ___________________________________________________________________
 CD0627  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CD0627  DYNAMIC HT  -        1153.070 (meters)    3783.03  (feet)  COMP
 CD0627  MODELED GRAV-     979,028.4   (mgal)                       NAVD 88
 CD0627
 CD0627  VERT ORDER  -  FIRST     CLASS II
 CD0627
 CD0627.The horizontal coordinates were scaled from a topographic map and have
 CD0627.an estimated accuracy of +/- 6 seconds.
 CD0627
 CD0627.The orthometric height was determined by differential leveling
 CD0627.and adjusted by the National Geodetic Survey in June 1991..
 CD0627
 CD0627.The geoid height was determined by GEOID03.
 CD0627
 CD0627.The dynamic height is computed by dividing the NAVD 88
 CD0627.geopotential number by the normal gravity value computed on the
 CD0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0627.degrees latitude (g = 980.6199 gals.).
 CD0627
 CD0627.The modeled gravity was interpolated from observed gravity values.
 CD0627
 CD0627;                    North         East    Units  Estimated Accuracy
 CD0627;SPC TX C     - 3,188,060.      189,730.      MT  (+/- 180 meters Scaled)
 CD0627
 CD0627                          SUPERSEDED SURVEY CONTROL
 CD0627
 CD0627  NGVD 29 (??/??/92) 1154.311  (m)         3787.10   (f) ADJ UNCH    1 2
 CD0627
 CD0627.Superseded values are not recommended for survey control.
 CD0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0627.See file dsdata.txt to determine how the superseded data were derived.
 CD0627
 CD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ340577(NAD 83)
 CD0627_MARKER: DB = BENCH MARK DISK
 CD0627_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0627_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0627_STAMPING: R 1074 1956
 CD0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0627
 CD0627  HISTORY     - Date     Condition        Report By
 CD0627  HISTORY     - 1956     MONUMENTED       CGS
 CD0627
 CD0627                          STATION DESCRIPTION
 CD0627
 CD0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0627'4.45 MI W FROM FINLAY.
 CD0627'4.45 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0627'SECTION FOREMANS HOUSE AT FINLAY, 22 FEET NORTHEAST OF THE 2ND POLE
 CD0627'NORTHEAST OF MILEPOST 764, 32.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CD0627'15 FEET NORTHWEST OF A FENCE, 1 FOOT SOUTHWEST OF A WITNESS POST, SET
 CD0627'IN THE TOP OF A 4 INCH CONCRETE PIPE WHICH IS FILLED WITH CONCRETE,
 CD0627'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0854 ***********************************************************************
 AY0854  DESIGNATION -  R 1075
 AY0854  PID         -  AY0854
 AY0854  STATE/COUNTY-  TX/MEDINA
 AY0854  USGS QUAD   -  GHOST HILL (1982)
 AY0854
 AY0854                         *CURRENT SURVEY CONTROL
 AY0854  ___________________________________________________________________
 AY0854* NAD 83(1986)-  29 05 53.     (N)    098 56 38.     (W)     SCALED    
 AY0854* NAVD 88     -       195.408  (meters)     641.10   (feet)  ADJUSTED  
 AY0854  ___________________________________________________________________
 AY0854  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AY0854  DYNAMIC HT  -         195.128 (meters)     640.18  (feet)  COMP
 AY0854  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 AY0854
 AY0854  VERT ORDER  -  FIRST     CLASS II
 AY0854
 AY0854.The horizontal coordinates were scaled from a topographic map and have
 AY0854.an estimated accuracy of +/- 6 seconds.
 AY0854
 AY0854.The orthometric height was determined by differential leveling
 AY0854.and adjusted by the National Geodetic Survey in June 1991..
 AY0854
 AY0854.The geoid height was determined by GEOID03.
 AY0854
 AY0854.The dynamic height is computed by dividing the NAVD 88
 AY0854.geopotential number by the normal gravity value computed on the
 AY0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0854.degrees latitude (g = 980.6199 gals.).
 AY0854
 AY0854.The modeled gravity was interpolated from observed gravity values.
 AY0854
 AY0854;                    North         East    Units  Estimated Accuracy
 AY0854;SPC TXSC     - 4,140,170.      605,460.      MT  (+/- 180 meters Scaled)
 AY0854
 AY0854                          SUPERSEDED SURVEY CONTROL
 AY0854
 AY0854  NGVD 29 (??/??/92)  195.292  (m)          640.72   (f) ADJ UNCH    1 2
 AY0854
 AY0854.Superseded values are not recommended for survey control.
 AY0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0854.See file dsdata.txt to determine how the superseded data were derived.
 AY0854
 AY0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT054188(NAD 83)
 AY0854_MARKER: DB = BENCH MARK DISK
 AY0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0854_STAMPING: R 1075 1956
 AY0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0854+STABILITY: SURFACE MOTION
 AY0854
 AY0854  HISTORY     - Date     Condition        Report By
 AY0854  HISTORY     - 1956     MONUMENTED       CGS
 AY0854  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0854  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 AY0854  HISTORY     - 19970917 MARK NOT FOUND   USPSQD
 AY0854  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0854
 AY0854                          STATION DESCRIPTION
 AY0854
 AY0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0854'3.75 MI SW FROM DEVINE.
 AY0854'3.75 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0854'RAILROAD FROM THE STATION AT DEVINE, 105 FEET NORTHWEST OF MILEPOST
 AY0854'295, 57 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 59.5
 AY0854'FEET NORTHWEST OF THE NORTHWEST RAIL, 13 FEET NORTH OF A LONE 32 INCH
 AY0854'OAK TREE, 2.3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AY0854'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0854
 AY0854                          STATION RECOVERY (1989)
 AY0854
 AY0854'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY0854'MARK NOT FOUND.
 AY0854
 AY0854                          STATION RECOVERY (1995)
 AY0854
 AY0854'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0854'MARK NOT FOUND.
 AY0854
 AY0854                          STATION RECOVERY (1997)
 AY0854
 AY0854'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0854'MARK NOT FOUND.
 AY0854
 AY0854                          STATION RECOVERY (2002)
 AY0854
 AY0854'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0189 ***********************************************************************
 AO0189  DESIGNATION -  R 1076
 AO0189  PID         -  AO0189
 AO0189  STATE/COUNTY-  TX/FRIO
 AO0189  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0189
 AO0189                         *CURRENT SURVEY CONTROL
 AO0189  ___________________________________________________________________
 AO0189* NAD 83(1986)-  28 47 54.     (N)    099 07 25.     (W)     SCALED    
 AO0189* NAVD 88     -       159.321  (meters)     522.71   (feet)  ADJUSTED  
 AO0189  ___________________________________________________________________
 AO0189  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AO0189  DYNAMIC HT  -         159.087 (meters)     521.94  (feet)  COMP
 AO0189  MODELED GRAV-     979,177.8   (mgal)                       NAVD 88
 AO0189
 AO0189  VERT ORDER  -  FIRST     CLASS II
 AO0189
 AO0189.The horizontal coordinates were scaled from a topographic map and have
 AO0189.an estimated accuracy of +/- 6 seconds.
 AO0189
 AO0189.The orthometric height was determined by differential leveling
 AO0189.and adjusted by the National Geodetic Survey in June 1991..
 AO0189
 AO0189.The geoid height was determined by GEOID03.
 AO0189
 AO0189.The dynamic height is computed by dividing the NAVD 88
 AO0189.geopotential number by the normal gravity value computed on the
 AO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0189.degrees latitude (g = 980.6199 gals.).
 AO0189
 AO0189.The modeled gravity was interpolated from observed gravity values.
 AO0189
 AO0189;                    North         East    Units  Estimated Accuracy
 AO0189;SPC TXSC     - 4,106,960.      587,930.      MT  (+/- 180 meters Scaled)
 AO0189
 AO0189                          SUPERSEDED SURVEY CONTROL
 AO0189
 AO0189  NGVD 29 (??/??/92)  159.198  (m)          522.30   (f) ADJ UNCH    1 2
 AO0189
 AO0189.Superseded values are not recommended for survey control.
 AO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0189.See file dsdata.txt to determine how the superseded data were derived.
 AO0189
 AO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS879856(NAD 83)
 AO0189_MARKER: DB = BENCH MARK DISK
 AO0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0189_SP_SET: CULVERT
 AO0189_STAMPING: R 1076 1956
 AO0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0189+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 AO0189
 AO0189  HISTORY     - Date     Condition        Report By
 AO0189  HISTORY     - 1956     MONUMENTED       CGS
 AO0189  HISTORY     - 1988     POOR             USPSQD
 AO0189  HISTORY     - 19950724 GOOD             USPSQD
 AO0189  HISTORY     - 19960806 GOOD             USPSQD
 AO0189  HISTORY     - 20030524 GOOD             USPSQD
 AO0189  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AO0189
 AO0189                          STATION DESCRIPTION
 AO0189
 AO0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0189'6.85 MI S FROM PEARSALL.
 AO0189'6.85 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0189'FROM THE STATION AT PEARSALL, 112 FEET EAST OF THE EAST RAIL, 25 FEET
 AO0189'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 4 FEET BELOW THE TOP OF
 AO0189'THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 5
 AO0189'CHANNEL CONCRETE CULVERT.
 AO0189
 AO0189                          STATION RECOVERY (1988)
 AO0189
 AO0189'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0189'MARK RECOVERED IN POOR CONDITION.
 AO0189
 AO0189                          STATION RECOVERY (1995)
 AO0189
 AO0189'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0189'RECOVERED IN GOOD CONDITION.
 AO0189
 AO0189                          STATION RECOVERY (1996)
 AO0189
 AO0189'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0189'RECOVERED IN GOOD CONDITION.
 AO0189
 AO0189                          STATION RECOVERY (2003)
 AO0189
 AO0189'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0189'RECOVERED IN GOOD CONDITION.
 AO0189
 AO0189                          STATION RECOVERY (2005)
 AO0189
 AO0189'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AO0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0283 ***********************************************************************
 AO0283  DESIGNATION -  R 1078
 AO0283  PID         -  AO0283
 AO0283  STATE/COUNTY-  TX/LA SALLE
 AO0283  USGS QUAD   -  ATLEE (1982)
 AO0283
 AO0283                         *CURRENT SURVEY CONTROL
 AO0283  ___________________________________________________________________
 AO0283* NAD 83(1986)-  28 13 08.     (N)    099 18 08.     (W)     SCALED    
 AO0283* NAVD 88     -       151.478  (meters)     496.97   (feet)  ADJUSTED  
 AO0283  ___________________________________________________________________
 AO0283  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AO0283  DYNAMIC HT  -         151.247 (meters)     496.22  (feet)  COMP
 AO0283  MODELED GRAV-     979,119.7   (mgal)                       NAVD 88
 AO0283
 AO0283  VERT ORDER  -  FIRST     CLASS II
 AO0283
 AO0283.The horizontal coordinates were scaled from a topographic map and have
 AO0283.an estimated accuracy of +/- 6 seconds.
 AO0283
 AO0283.The orthometric height was determined by differential leveling
 AO0283.and adjusted by the National Geodetic Survey in June 1991..
 AO0283
 AO0283.The geoid height was determined by GEOID03.
 AO0283
 AO0283.The dynamic height is computed by dividing the NAVD 88
 AO0283.geopotential number by the normal gravity value computed on the
 AO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0283.degrees latitude (g = 980.6199 gals.).
 AO0283
 AO0283.The modeled gravity was interpolated from observed gravity values.
 AO0283
 AO0283;                    North         East    Units  Estimated Accuracy
 AO0283;SPC TXSC     - 4,042,770.      570,330.      MT  (+/- 180 meters Scaled)
 AO0283
 AO0283                          SUPERSEDED SURVEY CONTROL
 AO0283
 AO0283  NGVD 29 (??/??/92)  151.358  (m)          496.58   (f) ADJ UNCH    1 2
 AO0283
 AO0283.Superseded values are not recommended for survey control.
 AO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0283.See file dsdata.txt to determine how the superseded data were derived.
 AO0283
 AO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS703214(NAD 83)
 AO0283_MARKER: DB = BENCH MARK DISK
 AO0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0283_STAMPING: R 1078 1956
 AO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0283+STABILITY: SURFACE MOTION
 AO0283
 AO0283  HISTORY     - Date     Condition        Report By
 AO0283  HISTORY     - 1956     MONUMENTED       CGS
 AO0283  HISTORY     - 1958     GOOD             NGS
 AO0283
 AO0283                          STATION DESCRIPTION
 AO0283
 AO0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0283'12.7 MI N FROM ENCINAL.
 AO0283'12.7 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0283'FROM THE STATION AT ENCINAL, 70 FEET WEST OF THE CENTER LINE OF U.S.
 AO0283'HIGHWAY 81, 36 FEET EAST OF THE EAST RAIL, 36 FEET SOUTH OF THE 1ST
 AO0283'POLE NORTH OF MILEPOST 361, 1.7 FEET WEST OF A WITNESS POST, SET IN
 AO0283'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0283
 AO0283                          STATION RECOVERY (1958)
 AO0283
 AO0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0708 ***********************************************************************
 AJ0708  DESIGNATION -  R 1079
 AJ0708  PID         -  AJ0708
 AJ0708  STATE/COUNTY-  TX/WEBB
 AJ0708  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0708
 AJ0708                         *CURRENT SURVEY CONTROL
 AJ0708  ___________________________________________________________________
 AJ0708* NAD 83(1986)-  27 53 49.     (N)    099 23 50.     (W)     SCALED    
 AJ0708* NAVD 88     -       188.308  (meters)     617.81   (feet)  ADJUSTED  
 AJ0708  ___________________________________________________________________
 AJ0708  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AJ0708  DYNAMIC HT  -         188.015 (meters)     616.85  (feet)  COMP
 AJ0708  MODELED GRAV-     979,086.1   (mgal)                       NAVD 88
 AJ0708
 AJ0708  VERT ORDER  -  FIRST     CLASS II
 AJ0708
 AJ0708.The horizontal coordinates were scaled from a topographic map and have
 AJ0708.an estimated accuracy of +/- 6 seconds.
 AJ0708
 AJ0708.The orthometric height was determined by differential leveling
 AJ0708.and adjusted by the National Geodetic Survey in June 1991..
 AJ0708.WARNING-Repeat measurements at this control monument indicate possible
 AJ0708.vertical movement.
 AJ0708
 AJ0708.The geoid height was determined by GEOID03.
 AJ0708
 AJ0708.The dynamic height is computed by dividing the NAVD 88
 AJ0708.geopotential number by the normal gravity value computed on the
 AJ0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0708.degrees latitude (g = 980.6199 gals.).
 AJ0708
 AJ0708.The modeled gravity was interpolated from observed gravity values.
 AJ0708
 AJ0708;                    North         East    Units  Estimated Accuracy
 AJ0708;SPC TX S     - 5,247,420.      211,660.      MT  (+/- 180 meters Scaled)
 AJ0708
 AJ0708                          SUPERSEDED SURVEY CONTROL
 AJ0708
 AJ0708  NGVD 29 (??/??/92)  188.188  (m)          617.41   (f) ADJ UNCH    1 2
 AJ0708
 AJ0708.Superseded values are not recommended for survey control.
 AJ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0708.See file dsdata.txt to determine how the superseded data were derived.
 AJ0708
 AJ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR609858(NAD 83)
 AJ0708_MARKER: DB = BENCH MARK DISK
 AJ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0708_STAMPING: R 1079 1957
 AJ0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0708+STABILITY: SURFACE MOTION
 AJ0708
 AJ0708  HISTORY     - Date     Condition        Report By
 AJ0708  HISTORY     - 1957     MONUMENTED       CGS
 AJ0708  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0708
 AJ0708                          STATION DESCRIPTION
 AJ0708
 AJ0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0708'7.4 MI N FROM WEBB.
 AJ0708'7.4 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0708'FROM THE SECTION FOREMANS HOUSE AT WEBB, 55.5 FEET SOUTH OF MILEPOST
 AJ0708'384, IN LINE WITH A ROW OF TELEPHONE POLES, 49 FEET WEST OF THE CENTER
 AJ0708'LINE OF U.S. HIGHWAY 81, 35.4 FEET EAST OF THE EAST RAIL, 1.7 FEET
 AJ0708'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AJ0708'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AJ0708
 AJ0708                          STATION RECOVERY (1975)
 AJ0708
 AJ0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0028 ***********************************************************************
 BP0028  DESIGNATION -  R 108
 BP0028  PID         -  BP0028
 BP0028  STATE/COUNTY-  TX/PECOS
 BP0028  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0028
 BP0028                         *CURRENT SURVEY CONTROL
 BP0028  ___________________________________________________________________
 BP0028* NAD 83(1986)-  30 21 26.     (N)    102 26 32.     (W)     SCALED    
 BP0028* NAVD 88     -      1048.231  (meters)    3439.07   (feet)  POSTED    
 BP0028  ___________________________________________________________________
 BP0028  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 BP0028  DYNAMIC HT  -        1046.600 (meters)    3433.72  (feet)  COMP
 BP0028  MODELED GRAV-     979,050.3   (mgal)                       NAVD 88
 BP0028
 BP0028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0028
 BP0028.The horizontal coordinates were scaled from a topographic map and have
 BP0028.an estimated accuracy of +/- 6 seconds.
 BP0028
 BP0028.The orthometric height was determined by differential leveling
 BP0028.and adjusted by the National Geodetic Survey in 1992..
 BP0028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0028.rate of 0.0 thru 1.0 mm/km.
 BP0028
 BP0028.The geoid height was determined by GEOID03.
 BP0028
 BP0028.The dynamic height is computed by dividing the NAVD 88
 BP0028.geopotential number by the normal gravity value computed on the
 BP0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0028.degrees latitude (g = 980.6199 gals.).
 BP0028
 BP0028.The modeled gravity was interpolated from observed gravity values.
 BP0028
 BP0028;                    North         East    Units  Estimated Accuracy
 BP0028;SPC TX C     - 3,078,470.      497,280.      MT  (+/- 180 meters Scaled)
 BP0028
 BP0028                          SUPERSEDED SURVEY CONTROL
 BP0028
 BP0028  NGVD 29 (??/??/92) 1047.944  (m)         3438.13   (f) ADJ UNCH    1 2
 BP0028
 BP0028.Superseded values are not recommended for survey control.
 BP0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0028.See file dsdata.txt to determine how the superseded data were derived.
 BP0028
 BP0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP458611(NAD 83)
 BP0028_MARKER: DB = BENCH MARK DISK
 BP0028_SETTING: 66 = SET IN ROCK OUTCROP
 BP0028_SP_SET: ROCK OUTCROP
 BP0028_STAMPING: R 108 1933 3438.235
 BP0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0028+STABILITY: POSITION/ELEVATION WELL
 BP0028
 BP0028  HISTORY     - Date     Condition        Report By
 BP0028  HISTORY     - 1933     MONUMENTED       CGS
 BP0028  HISTORY     - 1958     GOOD             NGS
 BP0028  HISTORY     - 1968     MARK NOT FOUND   USGS
 BP0028  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0028
 BP0028                          STATION DESCRIPTION
 BP0028
 BP0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0028'16.3 MI N FROM SANDERSON.
 BP0028'ABOUT 16.3 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE JUNCTION WITH
 BP0028'U. S. HIGHWAY 90 AT SANDERSON, IN THE TOP OF A LARGE FLAT ROCK
 BP0028'OUTCROP, 32 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BP0028'500 FEET NORTHWEST OF THE TOP OF A HILL, 17 FEET SOUTHWEST OF THE
 BP0028'RIGHT OF WAY FENCE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0028
 BP0028                          STATION RECOVERY (1968)
 BP0028
 BP0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BP0028'MARK NOT FOUND.
 BP0028
 BP0028                          STATION RECOVERY (1981)
 BP0028
 BP0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0619 ***********************************************************************
 AE0619  DESIGNATION -  R 1080
 AE0619  PID         -  AE0619
 AE0619  STATE/COUNTY-  TX/STARR
 AE0619  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0619
 AE0619                         *CURRENT SURVEY CONTROL
 AE0619  ___________________________________________________________________
 AE0619* NAD 83(1993)-  26 23 30.58552(N)    098 49 30.21670(W)     ADJUSTED  
 AE0619* NAVD 88     -        80.926  (meters)     265.50   (feet)  ADJUSTED  
 AE0619  ___________________________________________________________________
 AE0619  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AE0619  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AE0619  DYNAMIC HT  -          80.793 (meters)     265.07  (feet)  COMP
 AE0619  MODELED GRAV-     979,000.6   (mgal)                       NAVD 88
 AE0619
 AE0619  HORZ ORDER  -  THIRD
 AE0619  VERT ORDER  -  SECOND    CLASS 0
 AE0619
 AE0619.The horizontal coordinates were established by classical geodetic methods
 AE0619.and adjusted by the National Geodetic Survey in February 1996..
 AE0619.No horizontal observational check was made to the station.
 AE0619
 AE0619.The orthometric height was determined by differential leveling
 AE0619.and adjusted by the National Geodetic Survey in June 1991..
 AE0619
 AE0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0619
 AE0619.The geoid height was determined by GEOID03.
 AE0619
 AE0619.The dynamic height is computed by dividing the NAVD 88
 AE0619.geopotential number by the normal gravity value computed on the
 AE0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0619.degrees latitude (g = 980.6199 gals.).
 AE0619
 AE0619.The modeled gravity was interpolated from observed gravity values.
 AE0619
 AE0619;                    North         East     Units Scale Factor Converg.
 AE0619;SPC TX S     - 5,080,384.954   267,566.066   MT  0.99995092   -0 08 51.3
 AE0619;SPC TX S     -16,667,896.30    877,839.67   sFT  0.99995092   -0 08 51.3
 AE0619;UTM  14      - 2,919,089.478   517,449.096   MT  0.99960376   +0 04 39.9
 AE0619
 AE0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0619!SPC TX S     -   0.99999100  x   0.99995092  =   0.99994192
 AE0619!UTM  14      -   0.99999100  x   0.99960376  =   0.99959476
 AE0619
 AE0619                          SUPERSEDED SURVEY CONTROL
 AE0619
 AE0619  NAD 83(1986)-  26 23 30.58732(N)    098 49 30.17559(W) AD(       ) 3
 AE0619  NAD 27      -  26 23 29.35194(N)    098 49 29.07674(W) AD(       ) 3
 AE0619  NGVD 29 (??/??/92)   80.955  (m)          265.60   (f) ADJ UNCH    2 0
 AE0619
 AE0619.Superseded values are not recommended for survey control.
 AE0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0619.See file dsdata.txt to determine how the superseded data were derived.
 AE0619
 AE0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1744919089(NAD 83)
 AE0619_MARKER: DB = BENCH MARK DISK
 AE0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0619_SP_SET: CONCRETE BASE
 AE0619_STAMPING: R 1080 1956
 AE0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0619
 AE0619  HISTORY     - Date     Condition        Report By
 AE0619  HISTORY     - 1956     MONUMENTED       CGS
 AE0619  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AE0619
 AE0619                          STATION DESCRIPTION
 AE0619
 AE0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0619'2.2 MI NW FROM RIO GRANDE CITY.
 AE0619'0.9 MILE WEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0619'CITY, THENCE 0.65 MILE NORTH ALONG AN OILED ROAD, THENCE 0.35 MILE
 AE0619'NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A GRAVELED
 AE0619'ROAD, AT A 260 FOOT RADIO TOWER, 0.8 FOOT ABOVE THE GROUND, SET
 AE0619'VERTICALLY IN THE NORTHWEST SIDE OF THE CONCRETE BASE OF THE TOWER.
 AE0619
 AE0619                          STATION RECOVERY (1969)
 AE0619
 AE0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE0619'THE SURFACE STATION MARK WITH THE DISK GONE WAS FOUND TO BE OVER THE
 AE0619'UNDERGROUND MARK (NAIL SET IN CONCRETE) AND THE MONUMENT OF
 AE0619'REFERENCE MARK 2 WAS FOUND WITH THE DISK GONE.  THE SURFACE STATION
 AE0619'MARK WEIGHTS ABOUT 7 TO 8 HUNDRED POUNDS AND WAS RAISED JUST ENOUGHT
 AE0619'TO BE SURE THAT IT WAS DIRECTLY OVER THE UNDERGROUND POINT.  AT
 AE0619'ANY TIME THIS MARK HAS TO BE MOVED IT WILL TAKE EITHER JACKS OR A
 AE0619'WINCH.  A NEW DISK WAS SET IN THE MONUMENT OF REFERENCE MARK 2 AND A
 AE0619'BENCH MARK FOUND IN THE BASE OF A RADIO TOWER WAS USED AS A
 AE0619'REFERENCE MARK.  LEVELS COULD NOT BE RAN FROM THIS BENCH MARK DUE TO
 AE0619'A LARGE METAL BOX DIRECTLY OVER IT.  A NEW DESCRIPTION FOLLOWS.
 AE0619'
 AE0619'THE STATION IS LOCATED ON A BRUSH COVERED HILL ABOUT 1 MILE NORTHWEST
 AE0619'OF RIO GRANDE CITY, 154 FEET NORTHWEST OF THE BORDER PATROL RADIO
 AE0619'MAST, 144 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL METAL
 AE0619'BUILDING, 77 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 67 FEET
 AE0619'EAST OF A FENCE, 2 FEET NORTH OF A METAL WITNESS POST.  THE MONUMENT
 AE0619'PROJECTS 8 INCHES AND THE DISK IS STAMPED GRANDE 1917 1969 (THE
 AE0619'UNDERGROUND MARK IS A NAIL SET IN CONCRETE).
 AE0619'
 AE0619'TO REACH THE STATION FROM THE INTERSECTION OF 3RD STREET AND BRITTON
 AE0619'AVE (1 BLOCK SOUTH OF THE STARR COUNTY COURTHOUSE), GO NORTHWEST ON
 AE0619'3RD STREET FOR 0.8 MILE TO A T-ROAD AND A CEMETERY.  TURN RIGHT AND
 AE0619'GO NORTH ON THE PAVED ROAD FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN
 AE0619'RIGHT ON THE GRAVELED ROAD AND GO EAST FOR 0.25 MILE TO A TRACK
 AE0619'ROAD RIGHT.  TURN RIGHT ON THE TRACK ROAD AND GO SOUTH FOR 0.1 MILE
 AE0619'TO THE STATION ON THE LEFT.
 AE0619'
 AE0619'REFERENCE MARK 3 IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 AE0619'PROJECTS 3 INCHES AND THE DISK IS STAMPED GRANDE 1917 NO 3 1969.  IT
 AE0619'IS 53 FEET EAST OF THE CENTERLINE OF THE ROAD, 43 FEET EAST OF THE
 AE0619'FENCE AND 32 FEET NORTHWEST OF THE WITNESS POST.
 AE0619'
 AE0619'A 1080 BM IS A STANDARD C AND GS BENCH MARK DISK STAMPED R 1080 1956
 AE0619'SET VERTICALLY IN THE CONCRETE BASE (NORTHWEST SIDE) OF THE BORDER
 AE0619'PATROL RADIO MAST.
 AE0619'
 AE0619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTHWEST OF
 AE0619'RIO GRANDE CITY.
 AE0619'
 AE0619'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0771 ***********************************************************************
 AJ0771  DESIGNATION -  R 1081
 AJ0771  PID         -  AJ0771
 AJ0771  STATE/COUNTY-  TX/WEBB
 AJ0771  USGS QUAD   -  LAREDO EAST (1980)
 AJ0771
 AJ0771                         *CURRENT SURVEY CONTROL
 AJ0771  ___________________________________________________________________
 AJ0771* NAD 83(1986)-  27 32 36.     (N)    099 28 06.     (W)     SCALED    
 AJ0771* NAVD 88     -       153.595  (meters)     503.92   (feet)  ADJUSTED  
 AJ0771  ___________________________________________________________________
 AJ0771  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AJ0771  DYNAMIC HT  -         153.352 (meters)     503.12  (feet)  COMP
 AJ0771  MODELED GRAV-     979,066.2   (mgal)                       NAVD 88
 AJ0771
 AJ0771  VERT ORDER  -  FIRST     CLASS II
 AJ0771
 AJ0771.This mark is at Laredo Intl (LRD) Airport (LRD)
 AJ0771
 AJ0771.The horizontal coordinates were scaled from a topographic map and have
 AJ0771.an estimated accuracy of +/- 6 seconds.
 AJ0771
 AJ0771.The orthometric height was determined by differential leveling
 AJ0771.and adjusted by the National Geodetic Survey in June 1991..
 AJ0771
 AJ0771.The geoid height was determined by GEOID03.
 AJ0771
 AJ0771.The dynamic height is computed by dividing the NAVD 88
 AJ0771.geopotential number by the normal gravity value computed on the
 AJ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0771.degrees latitude (g = 980.6199 gals.).
 AJ0771
 AJ0771.The modeled gravity was interpolated from observed gravity values.
 AJ0771
 AJ0771;                    North         East    Units  Estimated Accuracy
 AJ0771;SPC TX S     - 5,208,290.      204,360.      MT  (+/- 180 meters Scaled)
 AJ0771
 AJ0771                          SUPERSEDED SURVEY CONTROL
 AJ0771
 AJ0771  NGVD 29 (??/??/92)  153.646  (m)          504.09   (f) ADJ UNCH    1 2
 AJ0771
 AJ0771.Superseded values are not recommended for survey control.
 AJ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0771.See file dsdata.txt to determine how the superseded data were derived.
 AJ0771
 AJ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR537467(NAD 83)
 AJ0771_MARKER: DB = BENCH MARK DISK
 AJ0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0771_SP_SET: CONCRETE BASE
 AJ0771_STAMPING: R 1081 1957
 AJ0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0771+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AJ0771
 AJ0771  HISTORY     - Date     Condition        Report By
 AJ0771  HISTORY     - 1957     MONUMENTED       CGS
 AJ0771  HISTORY     - 20011203 GOOD             TXDOT
 AJ0771
 AJ0771                          STATION DESCRIPTION
 AJ0771
 AJ0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0771'4.7 MI NE FROM LAREDO.
 AJ0771'0.2 MILE EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0771'LAREDO, THENCE 1.5 MILES NORTH ALONG SAN BERNARDO AVENUE (U.S.
 AJ0771'HIGHWAYS 81 AND 83), THENCE 1.2 MILES EAST ALONG SAUNDERS STREET,
 AJ0771'THENCE 0.7 MILE NORTH ALONG AN OILED ROAD, THENCE 1.1 MILES NORTHEAST
 AJ0771'ALONG AN ACCESS ROAD OF THE LAREDO AIR FORCE BASE, 0.2 MILE NORTH OF
 AJ0771'THE CONTROL TOWER, 22 FEET WEST OF THE EAST END OF THE SOUTH DOOR
 AJ0771'TRACK OF THE NORTH HANGAR, SET IN THE TOP OF THE CONCRETE BASE OF THE
 AJ0771'DOOR TRACK.
 AJ0771
 AJ0771                          STATION RECOVERY (2001)
 AJ0771
 AJ0771'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 AJ0771'SINCE SEPTEMBER 11TH, 2001, ACCESS AND ESCORT ARE REQUIRED, FROM
 AJ0771'THE AIRPORT DIRECTOR'S OFFICE, 956-795-2000. CURRENT DIRECTOR IS
 AJ0771'JOSE FLORES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0842 ***********************************************************************
 AJ0842  DESIGNATION -  R 1082
 AJ0842  PID         -  AJ0842
 AJ0842  STATE/COUNTY-  TX/WEBB
 AJ0842  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0842
 AJ0842                         *CURRENT SURVEY CONTROL
 AJ0842  ___________________________________________________________________
 AJ0842* NAD 83(1986)-  27 18 51.     (N)    099 26 17.     (W)     SCALED    
 AJ0842* NAVD 88     -       142.431  (meters)     467.29   (feet)  ADJUSTED  
 AJ0842  ___________________________________________________________________
 AJ0842  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AJ0842  DYNAMIC HT  -         142.204 (meters)     466.55  (feet)  COMP
 AJ0842  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AJ0842
 AJ0842  VERT ORDER  -  FIRST     CLASS II
 AJ0842
 AJ0842.The horizontal coordinates were scaled from a topographic map and have
 AJ0842.an estimated accuracy of +/- 6 seconds.
 AJ0842
 AJ0842.The orthometric height was determined by differential leveling
 AJ0842.and adjusted by the National Geodetic Survey in June 1991..
 AJ0842
 AJ0842.The geoid height was determined by GEOID03.
 AJ0842
 AJ0842.The dynamic height is computed by dividing the NAVD 88
 AJ0842.geopotential number by the normal gravity value computed on the
 AJ0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0842.degrees latitude (g = 980.6199 gals.).
 AJ0842
 AJ0842.The modeled gravity was interpolated from observed gravity values.
 AJ0842
 AJ0842;                    North         East    Units  Estimated Accuracy
 AJ0842;SPC TX S     - 5,182,880.      207,160.      MT  (+/- 180 meters Scaled)
 AJ0842
 AJ0842                          SUPERSEDED SURVEY CONTROL
 AJ0842
 AJ0842  NGVD 29 (??/??/92)  142.477  (m)          467.44   (f) ADJ UNCH    1 2
 AJ0842
 AJ0842.Superseded values are not recommended for survey control.
 AJ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0842.See file dsdata.txt to determine how the superseded data were derived.
 AJ0842
 AJ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR566213(NAD 83)
 AJ0842_MARKER: DB = BENCH MARK DISK
 AJ0842_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ0842_SP_SET: 11 FT
 AJ0842_STAMPING: R 1082 1957
 AJ0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0842
 AJ0842  HISTORY     - Date     Condition        Report By
 AJ0842  HISTORY     - 1957     MONUMENTED       CGS
 AJ0842  HISTORY     - 1975     GOOD             NGS
 AJ0842  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0842  HISTORY     - 1988     GOOD             USPSQD
 AJ0842
 AJ0842                          STATION DESCRIPTION
 AJ0842
 AJ0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0842'16.7 MI S FROM LAREDO.
 AJ0842'2.8 MILES SOUTHEAST ALONG THE TEXAS AND MEXICAN RAILROAD FROM THE
 AJ0842'STATION AT LAREDO, THENCE 13.9 MILES SOUTH ALONG U.S. HIGHWAY 83, 68
 AJ0842'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET WEST OF A FENCE,
 AJ0842'3.6 FEET SOUTH OF A FENCE LEADING WEST, 7 FEET EAST OF A TELEPHONE
 AJ0842'POLE, 2 FEET EAST OF A WITNESS POST, CLAMPED ON THE TOP OF A 5/8 INCH
 AJ0842'COPPER COATED STEEL ROD WHICH IS DRIVEN 11 FEET IN THE GROUND, INCASED
 AJ0842'IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0842
 AJ0842                          STATION RECOVERY (1975)
 AJ0842
 AJ0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AJ0842'RECOVERED IN GOOD CONDITION.
 AJ0842
 AJ0842                          STATION RECOVERY (1981)
 AJ0842
 AJ0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0842'MARK NOT RECOVERED.
 AJ0842
 AJ0842                          STATION RECOVERY (1988)
 AJ0842
 AJ0842'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1042 ***********************************************************************
 AJ1042  DESIGNATION -  R 1083
 AJ1042  PID         -  AJ1042
 AJ1042  STATE/COUNTY-  TX/WEBB
 AJ1042  USGS QUAD   -  LAREDO WEST (1980)
 AJ1042
 AJ1042                         *CURRENT SURVEY CONTROL
 AJ1042  ___________________________________________________________________
 AJ1042* NAD 83(1986)-  27 36 32.     (N)    099 31 10.     (W)     SCALED    
 AJ1042* NAVD 88     -       150.400  (meters)     493.44   (feet)  POSTED    
 AJ1042  ___________________________________________________________________
 AJ1042  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ1042  DYNAMIC HT  -         150.160 (meters)     492.65  (feet)  COMP
 AJ1042  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 AJ1042
 AJ1042  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ1042
 AJ1042.The horizontal coordinates were scaled from a topographic map and have
 AJ1042.an estimated accuracy of +/- 6 seconds.
 AJ1042
 AJ1042.The orthometric height was determined by differential leveling
 AJ1042.and adjusted by the National Geodetic Survey in 1992..
 AJ1042.No vertical observational check was made to the station.
 AJ1042.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ1042.was located on a no-check spur therefore a value was not computed.
 AJ1042
 AJ1042.The geoid height was determined by GEOID03.
 AJ1042
 AJ1042.The dynamic height is computed by dividing the NAVD 88
 AJ1042.geopotential number by the normal gravity value computed on the
 AJ1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1042.degrees latitude (g = 980.6199 gals.).
 AJ1042
 AJ1042.The modeled gravity was interpolated from observed gravity values.
 AJ1042
 AJ1042;                    North         East    Units  Estimated Accuracy
 AJ1042;SPC TX S     - 5,215,590.      199,370.      MT  (+/- 180 meters Scaled)
 AJ1042
 AJ1042                          SUPERSEDED SURVEY CONTROL
 AJ1042
 AJ1042  NGVD 29 (??/??/92)  150.389  (m)          493.40   (f) ADJ UNCH    1 2
 AJ1042
 AJ1042.Superseded values are not recommended for survey control.
 AJ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1042.See file dsdata.txt to determine how the superseded data were derived.
 AJ1042
 AJ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR487539(NAD 83)
 AJ1042_MARKER: DB = BENCH MARK DISK
 AJ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1042_STAMPING: R 1083 1957
 AJ1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1042+STABILITY: SURFACE MOTION
 AJ1042
 AJ1042  HISTORY     - Date     Condition        Report By
 AJ1042  HISTORY     - 1957     MONUMENTED       CGS
 AJ1042  HISTORY     - 1970     GOOD             NGS
 AJ1042  HISTORY     - 1974     GOOD             NGS
 AJ1042
 AJ1042                          STATION DESCRIPTION
 AJ1042
 AJ1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AJ1042'7.3 MI N FROM LAREDO.
 AJ1042'4.6 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1042'FROM THE STATION AT LAREDO, THENCE 2.7 MILES NORTHWEST ALONG THE ROAD
 AJ1042'LEADING TO LAREDO INTERNATIONAL AIRPORT, AT THE AIRPORT IT IS 214.0 FT
 AJ1042'SOUTH OF SOUTH EDGE OF RAMP, 130.0 FT WEST OF WEST EDGE OF N-S
 AJ1042'TAXIWAY, 112.2 FT NORTH OF THE NORTH EDGE OF E-W TAXIWAY, 101.9 FT
 AJ1042'EAST OF THE EAST EDGE OF PARKING RAMP AND N-S TAXIWAY, 3.5 FT. EAST OF
 AJ1042'A WIND SOCK, SET IN THE TOP OF A CONCRETE POST WHICH IS 8 INCHES BELOW
 AJ1042'GROUND SURFACE.
 AJ1042
 AJ1042                          STATION RECOVERY (1974)
 AJ1042
 AJ1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AJ1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1033 ***********************************************************************
 AJ1033  DESIGNATION -  R 1084
 AJ1033  PID         -  AJ1033
 AJ1033  STATE/COUNTY-  TX/WEBB
 AJ1033  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1033
 AJ1033                         *CURRENT SURVEY CONTROL
 AJ1033  ___________________________________________________________________
 AJ1033* NAD 83(1986)-  27 59 04.     (N)    099 31 37.     (W)     SCALED    
 AJ1033* NAVD 88     -       230.311  (meters)     755.61   (feet)  POSTED    
 AJ1033  ___________________________________________________________________
 AJ1033  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AJ1033  DYNAMIC HT  -         229.950 (meters)     754.43  (feet)  COMP
 AJ1033  MODELED GRAV-     979,089.2   (mgal)                       NAVD 88
 AJ1033
 AJ1033  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ1033
 AJ1033.The horizontal coordinates were scaled from a topographic map and have
 AJ1033.an estimated accuracy of +/- 6 seconds.
 AJ1033
 AJ1033.The orthometric height was determined by differential leveling
 AJ1033.and adjusted by the National Geodetic Survey in 1992..
 AJ1033.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ1033.rate of 1.1 thru 2.0 mm/km.
 AJ1033
 AJ1033.The geoid height was determined by GEOID03.
 AJ1033
 AJ1033.The dynamic height is computed by dividing the NAVD 88
 AJ1033.geopotential number by the normal gravity value computed on the
 AJ1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1033.degrees latitude (g = 980.6199 gals.).
 AJ1033
 AJ1033.The modeled gravity was interpolated from observed gravity values.
 AJ1033
 AJ1033;                    North         East    Units  Estimated Accuracy
 AJ1033;SPC TX S     - 5,257,210.      198,970.      MT  (+/- 180 meters Scaled)
 AJ1033
 AJ1033                          SUPERSEDED SURVEY CONTROL
 AJ1033
 AJ1033  NGVD 29 (??/??/92)  230.322  (m)          755.65   (f) ADJ UNCH    1 2
 AJ1033
 AJ1033.Superseded values are not recommended for survey control.
 AJ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1033.See file dsdata.txt to determine how the superseded data were derived.
 AJ1033
 AJ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR481955(NAD 83)
 AJ1033_MARKER: DB = BENCH MARK DISK
 AJ1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1033_STAMPING: R 1084 1957
 AJ1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1033+STABILITY: SURFACE MOTION
 AJ1033
 AJ1033  HISTORY     - Date     Condition        Report By
 AJ1033  HISTORY     - 1957     MONUMENTED       CGS
 AJ1033  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ1033  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ1033
 AJ1033                          STATION DESCRIPTION
 AJ1033
 AJ1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ1033'16.2 MI NW FROM WEBB.
 AJ1033'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1033'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ1033'GRADED DIRT ROAD, THENCE 13.2 MILES NORTHWEST ALONG U.S. HIGHWAY 83,
 AJ1033'58 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTHEAST
 AJ1033'OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AJ1033'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AJ1033
 AJ1033                          STATION RECOVERY (1982)
 AJ1033
 AJ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1033'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ1033
 AJ1033                          STATION RECOVERY (2002)
 AJ1033
 AJ1033'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0403 ***********************************************************************
 AO0403  DESIGNATION -  R 1085
 AO0403  PID         -  AO0403
 AO0403  STATE/COUNTY-  TX/DIMMIT
 AO0403  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0403
 AO0403                         *CURRENT SURVEY CONTROL
 AO0403  ___________________________________________________________________
 AO0403* NAD 83(1986)-  28 30 32.     (N)    099 50 46.     (W)     SCALED    
 AO0403* NAVD 88     -       180.860  (meters)     593.37   (feet)  ADJUSTED  
 AO0403  ___________________________________________________________________
 AO0403  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AO0403  DYNAMIC HT  -         180.588 (meters)     592.48  (feet)  COMP
 AO0403  MODELED GRAV-     979,138.6   (mgal)                       NAVD 88
 AO0403
 AO0403  VERT ORDER  -  FIRST     CLASS II
 AO0403
 AO0403.The horizontal coordinates were scaled from a topographic map and have
 AO0403.an estimated accuracy of +/- 6 seconds.
 AO0403
 AO0403.The orthometric height was determined by differential leveling
 AO0403.and adjusted by the National Geodetic Survey in June 1991..
 AO0403
 AO0403.The geoid height was determined by GEOID03.
 AO0403
 AO0403.The dynamic height is computed by dividing the NAVD 88
 AO0403.geopotential number by the normal gravity value computed on the
 AO0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0403.degrees latitude (g = 980.6199 gals.).
 AO0403
 AO0403.The modeled gravity was interpolated from observed gravity values.
 AO0403
 AO0403;                    North         East    Units  Estimated Accuracy
 AO0403;SPC TXSC     - 4,075,170.      517,170.      MT  (+/- 180 meters Scaled)
 AO0403
 AO0403                          SUPERSEDED SURVEY CONTROL
 AO0403
 AO0403  NGVD 29 (??/??/92)  180.789  (m)          593.14   (f) ADJ UNCH    1 2
 AO0403
 AO0403.Superseded values are not recommended for survey control.
 AO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0403.See file dsdata.txt to determine how the superseded data were derived.
 AO0403
 AO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS172538(NAD 83)
 AO0403_MARKER: DB = BENCH MARK DISK
 AO0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0403_STAMPING: R 1085 1957
 AO0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0403+STABILITY: SURFACE MOTION
 AO0403
 AO0403  HISTORY     - Date     Condition        Report By
 AO0403  HISTORY     - 1957     MONUMENTED       CGS
 AO0403  HISTORY     - 1972     MARK NOT FOUND   USGS
 AO0403  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 AO0403
 AO0403                          STATION DESCRIPTION
 AO0403
 AO0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0403'1.3 MI SE FROM CARRIZO SPRINGS.
 AO0403'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE SAN ANTONIO, UVALDE
 AO0403'AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 118 YARDS SOUTHEAST OF
 AO0403'THE CENTER LINE OF A PRIVATE DRIVEWAY, 37 FEET SOUTHWEST OF THE CENTER
 AO0403'LINE OF THE HIGHWAY, 30 FEET EAST OF AN ORANGE TREE WHICH IS AT THE
 AO0403'EAST END OF A GROVE OF ORANGE TREES, 2.6 FEET NORTH OF A FENCE CORNER,
 AO0403'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AO0403'GROUND, 2.5 FEET NORTHWEST OF A WITNESS POST.
 AO0403
 AO0403                          STATION RECOVERY (1972)
 AO0403
 AO0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AO0403'MARK NOT FOUND.
 AO0403
 AO0403                          STATION RECOVERY (1997)
 AO0403
 AO0403'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0002 ***********************************************************************
 AP0002  DESIGNATION -  R 1086 RESET 1964
 AP0002  PID         -  AP0002
 AP0002  STATE/COUNTY-  TX/DIMMIT
 AP0002  USGS QUAD   -  COMETA (1974)
 AP0002
 AP0002                         *CURRENT SURVEY CONTROL
 AP0002  ___________________________________________________________________
 AP0002* NAD 83(1986)-  28 37 32.     (N)    100 01 13.     (W)     SCALED    
 AP0002* NAVD 88     -       211.388  (meters)     693.53   (feet)  ADJUSTED  
 AP0002  ___________________________________________________________________
 AP0002  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 AP0002  DYNAMIC HT  -         211.074 (meters)     692.50  (feet)  COMP
 AP0002  MODELED GRAV-     979,153.3   (mgal)                       NAVD 88
 AP0002
 AP0002  VERT ORDER  -  FIRST     CLASS II
 AP0002
 AP0002.The horizontal coordinates were scaled from a topographic map and have
 AP0002.an estimated accuracy of +/- 6 seconds.
 AP0002
 AP0002.The orthometric height was determined by differential leveling
 AP0002.and adjusted by the National Geodetic Survey in June 1991..
 AP0002
 AP0002.The geoid height was determined by GEOID03.
 AP0002
 AP0002.The dynamic height is computed by dividing the NAVD 88
 AP0002.geopotential number by the normal gravity value computed on the
 AP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0002.degrees latitude (g = 980.6199 gals.).
 AP0002
 AP0002.The modeled gravity was interpolated from observed gravity values.
 AP0002
 AP0002;                    North         East    Units  Estimated Accuracy
 AP0002;SPC TXSC     - 4,088,240.      500,240.      MT  (+/- 180 meters Scaled)
 AP0002
 AP0002                          SUPERSEDED SURVEY CONTROL
 AP0002
 AP0002  NGVD 29 (??/??/??)  211.28   (m)          693.2    (f) RESET       3  
 AP0002
 AP0002.Superseded values are not recommended for survey control.
 AP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0002.See file dsdata.txt to determine how the superseded data were derived.
 AP0002
 AP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS002669(NAD 83)
 AP0002_MARKER: DB = BENCH MARK DISK
 AP0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0002_STAMPING: R 1086 RESET 1964
 AP0002_MARK LOGO: CGS   
 AP0002_PROJECTION: PROJECTING 5 CENTIMETERS
 AP0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0002+STABILITY: SURFACE MOTION
 AP0002
 AP0002  HISTORY     - Date     Condition        Report By
 AP0002  HISTORY     - 1964     MONUMENTED       CGS
 AP0002  HISTORY     - 1982     GOOD             NGS
 AP0002
 AP0002                          STATION DESCRIPTION
 AP0002
 AP0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AP0002'13.3 MI NW FROM CARRIZO SPRINGS.
 AP0002'ABOUT 13.3 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN
 AP0002'ANTONIO, UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 76 FEET
 AP0002'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A METAL
 AP0002'WITNESS POST AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 304 +
 AP0002'72.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS
 AP0002'6 INCHES ABOVE THE SURFACE OF THE GROUND.
 AP0002
 AP0002                          STATION RECOVERY (1982)
 AP0002
 AP0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0002'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0002'SPRINGS, THENCE 21.8 KM (13.55 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AP0002'AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 304+72, 23.1 METERS
 AP0002'(76.0 FT) AND 0.6 METER (2.0 FT) NORTH OF A FENCE, NOTE, OLD
 AP0002'DESCRIPTION HAS MARK WEST OF WITNESS POST.
 AP0002'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 AP0002'THE MARK IS 2.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0046 ***********************************************************************
 AP0046  DESIGNATION -  R 1087 RESET 1961
 AP0046  PID         -  AP0046
 AP0046  STATE/COUNTY-  TX/MAVERICK
 AP0046  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0046
 AP0046                         *CURRENT SURVEY CONTROL
 AP0046  ___________________________________________________________________
 AP0046* NAD 83(1986)-  28 39 38.     (N)    100 15 45.     (W)     SCALED    
 AP0046* NAVD 88     -       249.977  (meters)     820.13   (feet)  ADJUSTED  
 AP0046  ___________________________________________________________________
 AP0046  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AP0046  DYNAMIC HT  -         249.604 (meters)     818.91  (feet)  COMP
 AP0046  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 AP0046
 AP0046  VERT ORDER  -  FIRST     CLASS II
 AP0046
 AP0046.The horizontal coordinates were scaled from a topographic map and have
 AP0046.an estimated accuracy of +/- 6 seconds.
 AP0046
 AP0046.The orthometric height was determined by differential leveling
 AP0046.and adjusted by the National Geodetic Survey in June 1991..
 AP0046
 AP0046.The geoid height was determined by GEOID03.
 AP0046
 AP0046.The dynamic height is computed by dividing the NAVD 88
 AP0046.geopotential number by the normal gravity value computed on the
 AP0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0046.degrees latitude (g = 980.6199 gals.).
 AP0046
 AP0046.The modeled gravity was interpolated from observed gravity values.
 AP0046
 AP0046;                    North         East    Units  Estimated Accuracy
 AP0046;SPC TXSC     - 4,092,350.      476,590.      MT  (+/- 180 meters Scaled)
 AP0046
 AP0046                          SUPERSEDED SURVEY CONTROL
 AP0046
 AP0046  NGVD 29 (??/??/??)  249.84   (m)          819.7    (f) RESET       3  
 AP0046
 AP0046.Superseded values are not recommended for survey control.
 AP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0046.See file dsdata.txt to determine how the superseded data were derived.
 AP0046
 AP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS766710(NAD 83)
 AP0046_MARKER: DB = BENCH MARK DISK
 AP0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0046_STAMPING: R 1087 RESET 1961
 AP0046_MARK LOGO: CGS   
 AP0046_PROJECTION: PROJECTING 8 CENTIMETERS
 AP0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0046+STABILITY: SURFACE MOTION
 AP0046
 AP0046  HISTORY     - Date     Condition        Report By
 AP0046  HISTORY     - 1961     MONUMENTED       CGS
 AP0046  HISTORY     - 1982     GOOD             NGS
 AP0046
 AP0046                          STATION DESCRIPTION
 AP0046
 AP0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0046'14.85 MI E FROM EAGLE PASS.
 AP0046'ABOUT 14.85 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE RAILROAD
 AP0046'CROSSING IN EAGLE PASS, UNDER THE SOUTH RIGHT-OF-WAY FENCE LINE, ABOUT
 AP0046'25 FEET WEST OF THE NORTHWEST CORNER OF A SMALL PEN AND 15 FEET EAST
 AP0046'OF THE END OF A METAL GATE, ALONG THE TOP OF A DIVIDE.  A STANDARD
 AP0046'DISK STAMPED R 1087 RESET 1961 IN A CONCRETE POST PROJECTING ABOUT 4
 AP0046'INCHES.
 AP0046
 AP0046                          STATION RECOVERY (1982)
 AP0046
 AP0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0046'24.5 KM (15.2 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0046'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0046'STREET AND MADISON STREET, AT A SMALL PEN ALONG THE TOP OF A DIVIDE,
 AP0046'22.8 METERS (75.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AP0046'7.6 METERS (25.0 FT) NORTHWEST OF NORTHWEST CORNER OF SMALL PEN,
 AP0046'7.6 METERS (25.0 FT) EAST OF A WIRE GATE, AND 0.3 METER (1.0 FT) NORTH
 AP0046'OF RIGHT OF WAY FENCE.
 AP0046'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AP0046'THE MARK IS 2.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0368 ***********************************************************************
 AO0368  DESIGNATION -  R 1088
 AO0368  PID         -  AO0368
 AO0368  STATE/COUNTY-  TX/DIMMIT
 AO0368  USGS QUAD   -  CATARINA (1982)
 AO0368
 AO0368                         *CURRENT SURVEY CONTROL
 AO0368  ___________________________________________________________________
 AO0368* NAD 83(1986)-  28 18 18.     (N)    099 36 50.     (W)     SCALED    
 AO0368* NAVD 88     -       149.265  (meters)     489.71   (feet)  ADJUSTED  
 AO0368  ___________________________________________________________________
 AO0368  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0368  DYNAMIC HT  -         149.038 (meters)     488.97  (feet)  COMP
 AO0368  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 AO0368
 AO0368  VERT ORDER  -  FIRST     CLASS II
 AO0368
 AO0368.The horizontal coordinates were scaled from a topographic map and have
 AO0368.an estimated accuracy of +/- 6 seconds.
 AO0368
 AO0368.The orthometric height was determined by differential leveling
 AO0368.and adjusted by the National Geodetic Survey in June 1991..
 AO0368
 AO0368.The geoid height was determined by GEOID03.
 AO0368
 AO0368.The dynamic height is computed by dividing the NAVD 88
 AO0368.geopotential number by the normal gravity value computed on the
 AO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0368.degrees latitude (g = 980.6199 gals.).
 AO0368
 AO0368.The modeled gravity was interpolated from observed gravity values.
 AO0368
 AO0368;                    North         East    Units  Estimated Accuracy
 AO0368;SPC TXSC     - 4,052,430.      539,790.      MT  (+/- 180 meters Scaled)
 AO0368
 AO0368                          SUPERSEDED SURVEY CONTROL
 AO0368
 AO0368  NGVD 29 (??/??/92)  149.106  (m)          489.19   (f) ADJ UNCH    1 2
 AO0368
 AO0368.Superseded values are not recommended for survey control.
 AO0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0368.See file dsdata.txt to determine how the superseded data were derived.
 AO0368
 AO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS398311(NAD 83)
 AO0368_MARKER: DB = BENCH MARK DISK
 AO0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0368_SP_SET: CULVERT
 AO0368_STAMPING: R 1088 1957
 AO0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0368
 AO0368  HISTORY     - Date     Condition        Report By
 AO0368  HISTORY     - 1957     MONUMENTED       CGS
 AO0368  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0368  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0368  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0368
 AO0368                          STATION DESCRIPTION
 AO0368
 AO0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0368'3.2 MI SE FROM CATARINA.
 AO0368'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0368'CATARINA, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AO0368'TOP OF THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT OVER SAN
 AO0368'ROQUE CREEK.
 AO0368
 AO0368                          STATION RECOVERY (1976)
 AO0368
 AO0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0368'MARK NOT FOUND.
 AO0368
 AO0368                          STATION RECOVERY (1982)
 AO0368
 AO0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0368'NOT RECOVERED, HEADWALL HAS BEEN REFINISHED.
 AO0368
 AO0368                          STATION RECOVERY (1997)
 AO0368
 AO0368'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0026 ***********************************************************************
 AP0026  DESIGNATION -  R 1089
 AP0026  PID         -  AP0026
 AP0026  STATE/COUNTY-  TX/MAVERICK
 AP0026  USGS QUAD   -  COMETA (1974)
 AP0026
 AP0026                         *CURRENT SURVEY CONTROL
 AP0026  ___________________________________________________________________
 AP0026* NAD 83(1986)-  28 40 09.     (N)    100 07 04.     (W)     SCALED    
 AP0026* NAVD 88     -       204.143  (meters)     669.76   (feet)  ADJUSTED  
 AP0026  ___________________________________________________________________
 AP0026  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AP0026  DYNAMIC HT  -         203.841 (meters)     668.77  (feet)  COMP
 AP0026  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 AP0026
 AP0026  VERT ORDER  -  FIRST     CLASS II
 AP0026
 AP0026.The horizontal coordinates were scaled from a topographic map and have
 AP0026.an estimated accuracy of +/- 6 seconds.
 AP0026
 AP0026.The orthometric height was determined by differential leveling
 AP0026.and adjusted by the National Geodetic Survey in June 1991..
 AP0026
 AP0026.The geoid height was determined by GEOID03.
 AP0026
 AP0026.The dynamic height is computed by dividing the NAVD 88
 AP0026.geopotential number by the normal gravity value computed on the
 AP0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0026.degrees latitude (g = 980.6199 gals.).
 AP0026
 AP0026.The modeled gravity was interpolated from observed gravity values.
 AP0026
 AP0026;                    North         East    Units  Estimated Accuracy
 AP0026;SPC TXSC     - 4,093,160.      490,750.      MT  (+/- 180 meters Scaled)
 AP0026
 AP0026                          SUPERSEDED SURVEY CONTROL
 AP0026
 AP0026  NGVD 29 (??/??/92)  204.044  (m)          669.43   (f) ADJ UNCH    1 2
 AP0026
 AP0026.Superseded values are not recommended for survey control.
 AP0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0026.See file dsdata.txt to determine how the superseded data were derived.
 AP0026
 AP0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS907718(NAD 83)
 AP0026_MARKER: DB = BENCH MARK DISK
 AP0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0026_STAMPING: R 1089 1957
 AP0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0026+STABILITY: SURFACE MOTION
 AP0026
 AP0026  HISTORY     - Date     Condition        Report By
 AP0026  HISTORY     - 1957     MONUMENTED       CGS
 AP0026
 AP0026                          STATION DESCRIPTION
 AP0026
 AP0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0026'25.15 MI E FROM EAGLE PASS.
 AP0026'21.1 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0026'RAILROAD STATION AT EAGLE PASS TO THE ENTRANCE TO THE FARIAS RANCH,
 AP0026'THENCE 1.55 MILES NORTHEAST ALONG A WINDING TRACK ROAD, THENCE 0.4
 AP0026'MILE EAST ALONG A TRACK ROAD, THENCE 0.45 MILE NORTH ALONG A TRACK
 AP0026'ROAD, THENCE 1.65 MILES NORTHEAST ALONG AN OLD ABANDONED ROAD WHICH
 AP0026'LEADS TO CARRIZO SPRINGS, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 AP0026'ABANDONED ROAD, 208 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE, 2.3
 AP0026'FEET SOUTHEAST OF A FENCE, 1.7 FEET NORTHEAST OF A WITNESS POST, SET
 AP0026'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 AP0026'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0106 ***********************************************************************
 CB0106  DESIGNATION -  R 109 RESET 1937
 CB0106  PID         -  CB0106
 CB0106  STATE/COUNTY-  TX/TOM GREEN
 CB0106  USGS QUAD   -  VANCOURT (1984)
 CB0106
 CB0106                         *CURRENT SURVEY CONTROL
 CB0106  ___________________________________________________________________
 CB0106* NAD 83(1986)-  31 20 35.     (N)    100 09 38.     (W)     SCALED    
 CB0106* NAVD 88     -       569.16   (meters)    1867.3    (feet)  RESET     
 CB0106  ___________________________________________________________________
 CB0106  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CB0106
 CB0106  VERT ORDER  -  THIRD
 CB0106
 CB0106.The horizontal coordinates were scaled from a topographic map and have
 CB0106.an estimated accuracy of +/- 6 seconds.
 CB0106
 CB0106.The orthometric height was computed from unverified reset data.
 CB0106
 CB0106.The geoid height was determined by GEOID03.
 CB0106
 CB0106;                    North         East    Units  Estimated Accuracy
 CB0106;SPC TX C     - 3,185,850.      716,440.      MT  (+/- 180 meters Scaled)
 CB0106
 CB0106                          SUPERSEDED SURVEY CONTROL
 CB0106
 CB0106.No superseded survey control is available for this station.
 CB0106
 CB0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV896682(NAD 83)
 CB0106_MARKER: DB = BENCH MARK DISK
 CB0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0106_STAMPING: R 109 RESET 1937
 CB0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0106+STABILITY: SURFACE MOTION
 CB0106
 CB0106  HISTORY     - Date     Condition        Report By
 CB0106  HISTORY     - 1937     MONUMENTED       TXHD
 CB0106  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0106
 CB0106                          STATION DESCRIPTION
 CB0106
 CB0106'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0106'9.4 MI SE FROM WALL.
 CB0106'9.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM WALL, TOM GREEN
 CB0106'COUNTY, 0.8 MILE EAST OF VAN COURT NORTH WEST OF A CULVERT, WEST OF A
 CB0106'ROAD LEADING NORTH, AND 48 FEET NORTH OF THE CENTER LINE OF THE
 CB0106'HIGHWAY.  A STANDARD DISK.  STAMPED R 109 RESET 1937 AND SET IN THE
 CB0106'TOP OF A CONCRETE POST.
 CB0106
 CB0106                          STATION RECOVERY (1981)
 CB0106
 CB0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0089 ***********************************************************************
 AZ0089  DESIGNATION -  R 1090
 AZ0089  PID         -  AZ0089
 AZ0089  STATE/COUNTY-  TX/UVALDE
 AZ0089  USGS QUAD   -  CLINE (1974)
 AZ0089
 AZ0089                         *CURRENT SURVEY CONTROL
 AZ0089  ___________________________________________________________________
 AZ0089* NAD 83(1986)-  29 14 43.     (N)    100 04 26.     (W)     SCALED    
 AZ0089* NAVD 88     -       304.128  (meters)     997.79   (feet)  ADJUSTED  
 AZ0089  ___________________________________________________________________
 AZ0089  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0089  DYNAMIC HT  -         303.684 (meters)     996.34  (feet)  COMP
 AZ0089  MODELED GRAV-     979,176.2   (mgal)                       NAVD 88
 AZ0089
 AZ0089  VERT ORDER  -  FIRST     CLASS II
 AZ0089
 AZ0089.The horizontal coordinates were scaled from a topographic map and have
 AZ0089.an estimated accuracy of +/- 6 seconds.
 AZ0089
 AZ0089.The orthometric height was determined by differential leveling
 AZ0089.and adjusted by the National Geodetic Survey in June 1991..
 AZ0089
 AZ0089.The geoid height was determined by GEOID03.
 AZ0089
 AZ0089.The dynamic height is computed by dividing the NAVD 88
 AZ0089.geopotential number by the normal gravity value computed on the
 AZ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0089.degrees latitude (g = 980.6199 gals.).
 AZ0089
 AZ0089.The modeled gravity was interpolated from observed gravity values.
 AZ0089
 AZ0089;                    North         East    Units  Estimated Accuracy
 AZ0089;SPC TXSC     - 4,156,960.      495,630.      MT  (+/- 180 meters Scaled)
 AZ0089
 AZ0089                          SUPERSEDED SURVEY CONTROL
 AZ0089
 AZ0089  NGVD 29 (??/??/92)  304.024  (m)          997.45   (f) ADJ UNCH    1 2
 AZ0089
 AZ0089.Superseded values are not recommended for survey control.
 AZ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0089.See file dsdata.txt to determine how the superseded data were derived.
 AZ0089
 AZ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT956356(NAD 83)
 AZ0089_MARKER: DB = BENCH MARK DISK
 AZ0089_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0089_SP_SET: OUTCROP
 AZ0089_STAMPING: R 1090 1957
 AZ0089_MARK LOGO: CGS   
 AZ0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0089+STABILITY: POSITION/ELEVATION WELL
 AZ0089
 AZ0089  HISTORY     - Date     Condition        Report By
 AZ0089  HISTORY     - 1957     MONUMENTED       CGS
 AZ0089  HISTORY     - 1982     GOOD             NGS
 AZ0089  HISTORY     - 1988     POOR             USPSQD
 AZ0089
 AZ0089                          STATION DESCRIPTION
 AZ0089
 AZ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0089'0.55 MI E FROM CLINE.
 AZ0089'0.55 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0089'STATION AT CLINE, 28.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16.4 FEET
 AZ0089'NORTHWEST OF A FENCE, 23.5 FEET WEST OF THE 7TH POLE EAST OF MILEPOST
 AZ0089'319, 3 RAILS SOUTHWEST OF THE SOUTHWEST END OF TRESTLE 318.76, 8 FEET
 AZ0089'BELOW THE TOP OF THE RAILS, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 AZ0089'ROCK OUTCROP.
 AZ0089
 AZ0089                          STATION RECOVERY (1982)
 AZ0089
 AZ0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0089'MARK RECOVERED THIS DATE, NOTE, RAILROAD STATION AT CLINE HAS BEEN
 AZ0089'REMOVED, 29.5 KM (18.3 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC
 AZ0089'RAILROAD SERVICE ROAD FROM THE STATION AT UVALDE, NOTE, SET IN TOP OF
 AZ0089'A (3 BY 3 FT) ROCK OUTCROP WHICH IS LOCATED IN THE CENTER OF THE
 AZ0089'SOUTHERN PACIFIC RAILROAD SOUTH SERVICE ROAD.
 AZ0089
 AZ0089                          STATION RECOVERY (1988)
 AZ0089
 AZ0089'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AZ0089'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1324 ***********************************************************************
 AY1324  DESIGNATION -  R 1091
 AY1324  PID         -  AY1324
 AY1324  STATE/COUNTY-  TX/UVALDE
 AY1324  USGS QUAD   -  KNIPPA (1971)
 AY1324
 AY1324                         *CURRENT SURVEY CONTROL
 AY1324  ___________________________________________________________________
 AY1324* NAD 83(1993)-  29 17 16.80966(N)    099 39 59.58196(W)     ADJUSTED  
 AY1324* NAVD 88     -       298.695  (meters)     979.97   (feet)  ADJUSTED  
 AY1324  ___________________________________________________________________
 AY1324  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AY1324  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AY1324  DYNAMIC HT  -         298.261 (meters)     978.54  (feet)  COMP
 AY1324  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY1324
 AY1324  HORZ ORDER  -  SECOND
 AY1324  VERT ORDER  -  FIRST     CLASS II
 AY1324
 AY1324.The horizontal coordinates were established by classical geodetic methods
 AY1324.and adjusted by the National Geodetic Survey in February 1996..
 AY1324
 AY1324.The orthometric height was determined by differential leveling
 AY1324.and adjusted by the National Geodetic Survey in June 1991..
 AY1324
 AY1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1324
 AY1324.The geoid height was determined by GEOID03.
 AY1324
 AY1324.The dynamic height is computed by dividing the NAVD 88
 AY1324.geopotential number by the normal gravity value computed on the
 AY1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1324.degrees latitude (g = 980.6199 gals.).
 AY1324
 AY1324.The modeled gravity was interpolated from observed gravity values.
 AY1324
 AY1324;                    North         East     Units Scale Factor Converg.
 AY1324;SPC TXSC     - 4,161,400.317   535,242.084   MT  0.99986358   -0 19 35.6
 AY1324;SPC TXSC     -13,652,860.87  1,756,040.07   sFT  0.99986358   -0 19 35.6
 AY1324;UTM  14      - 3,240,078.763   435,258.037   MT  0.99965172   -0 19 33.9
 AY1324
 AY1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1324!SPC TXSC     -   0.99995672  x   0.99986358  =   0.99982030
 AY1324!UTM  14      -   0.99995672  x   0.99965172  =   0.99960845
 AY1324
 AY1324                          SUPERSEDED SURVEY CONTROL
 AY1324
 AY1324  NAD 83(1986)-  29 17 16.80831(N)    099 39 59.56307(W) AD(       ) 2
 AY1324  NAD 27      -  29 17 15.96124(N)    099 39 58.37270(W) AD(       ) 2
 AY1324  NGVD 29 (??/??/92)  298.522  (m)          979.40   (f) ADJ UNCH    1 2
 AY1324
 AY1324.Superseded values are not recommended for survey control.
 AY1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1324.See file dsdata.txt to determine how the superseded data were derived.
 AY1324
 AY1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3525840079(NAD 83)
 AY1324_MARKER: DB = BENCH MARK DISK
 AY1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1324_STAMPING: R 1091 1957
 AY1324_MARK LOGO: CGS   
 AY1324_PROJECTION: PROJECTING 5 CENTIMETERS
 AY1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1324+STABILITY: SURFACE MOTION
 AY1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1324+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 AY1324
 AY1324  HISTORY     - Date     Condition        Report By
 AY1324  HISTORY     - 1957     MONUMENTED       CGS
 AY1324  HISTORY     - 1972     GOOD             NGS
 AY1324  HISTORY     - 1972     GOOD             NGS
 AY1324  HISTORY     - 1982     GOOD             NGS
 AY1324  HISTORY     - 1987     GOOD             USPSQD
 AY1324  HISTORY     - 1988     GOOD             USPSQD
 AY1324  HISTORY     - 20040923 GOOD             CTBG
 AY1324
 AY1324                          STATION DESCRIPTION
 AY1324
 AY1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1324'1.8 MI W FROM KNIPPA.
 AY1324'1.8 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1324'STATION AT KNIPPA, AT A PRIVATE ROAD CROSSING, 40.3 FEET SOUTHEAST OF
 AY1324'THE SOUTHEAST RAIL, 69 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 AY1324'CINDER ROAD, 88 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 90,
 AY1324'7.5 FEET NORTHWEST OF A POWER POLE, 12 FEET SOUTHWEST OF A TELEPHONE
 AY1324'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.7 FEET NORTHWEST OF A
 AY1324'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AY1324'FOOT ABOVE THE GROUND.
 AY1324
 AY1324                          STATION RECOVERY (1972)
 AY1324
 AY1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY1324'THE STATION, BENCH MARK R 1091, IS A STANDARD BENCH MARK DISK,
 AY1324'STAMPED R 1091 1957, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AY1324'MONUMENT, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 AY1324'88.0 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 90, 69.0 FEET
 AY1324'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 40.3 FEET SOUTHEAST
 AY1324'OF THE SOUTHEAST RAIL OF A RAILROAD TRACK AND 7.5 FEET NORTHWEST
 AY1324'OF A POWER LINE POLE.
 AY1324'
 AY1324'A GEODIMETER TRAVERSE WAS MADE FROM TRIANGULATION STATION BLUE 1924,
 AY1324'THE DISTANCE BEING 1,743.365METERS (5,719.69 FEET) SOUTH OF STATION
 AY1324'BLUE 1924.
 AY1324'
 AY1324'TO REACH THE STATION FROM THE POST OFFICE IN KNIPPA, GO WEST ON U.S.
 AY1324'HIGHWAY 90 FOR 0.6 MILE TO A BRIDGE OVER THE FRIO RIVER, CONTINUE
 AY1324'WEST ON THE HIGHWAY FOR 1.2 MILES TO A SIDE ROAD AND THE STATION ON
 AY1324'THE RIGHT.
 AY1324
 AY1324                          STATION RECOVERY (1972)
 AY1324
 AY1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AY1324'RECOVERED IN GOOD CONDITION.
 AY1324
 AY1324                          STATION RECOVERY (1982)
 AY1324
 AY1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1324'MARK RECOVERED THIS DATE, NOTE, 2.9 KM (1.8 MI) WEST SOUTHWEST ALONG
 AY1324'U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 1049 SOUTH IN KNIPPA.
 AY1324'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AY1324
 AY1324                          STATION RECOVERY (1987)
 AY1324
 AY1324'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1324'RECOVERED IN GOOD CONDITION.
 AY1324
 AY1324                          STATION RECOVERY (1988)
 AY1324
 AY1324'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1324'RECOVERED IN GOOD CONDITION.
 AY1324
 AY1324                          STATION RECOVERY (2004)
 AY1324
 AY1324'RECOVERY NOTE BY CARTER AND BURGESS INCORPORATED 2004 (JG)
 AY1324'GPS POSSIBLE - POWER POLE OBSTRUCTION 165 AZIMUTH 6 FEET AWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0054 ***********************************************************************
 AZ0054  DESIGNATION -  R 1092
 AZ0054  PID         -  AZ0054
 AZ0054  STATE/COUNTY-  TX/KINNEY
 AZ0054  USGS QUAD   -  SPOFFORD (1974)
 AZ0054
 AZ0054                         *CURRENT SURVEY CONTROL
 AZ0054  ___________________________________________________________________
 AZ0054* NAD 83(1986)-  29 11 36.     (N)    100 26 37.     (W)     SCALED    
 AZ0054* NAVD 88     -       311.854  (meters)    1023.14   (feet)  ADJUSTED  
 AZ0054  ___________________________________________________________________
 AZ0054  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0054  DYNAMIC HT  -         311.398 (meters)    1021.64  (feet)  COMP
 AZ0054  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 AZ0054
 AZ0054  VERT ORDER  -  FIRST     CLASS II
 AZ0054
 AZ0054.The horizontal coordinates were scaled from a topographic map and have
 AZ0054.an estimated accuracy of +/- 6 seconds.
 AZ0054
 AZ0054.The orthometric height was determined by differential leveling
 AZ0054.and adjusted by the National Geodetic Survey in June 1991..
 AZ0054
 AZ0054.The geoid height was determined by GEOID03.
 AZ0054
 AZ0054.The dynamic height is computed by dividing the NAVD 88
 AZ0054.geopotential number by the normal gravity value computed on the
 AZ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0054.degrees latitude (g = 980.6199 gals.).
 AZ0054
 AZ0054.The modeled gravity was interpolated from observed gravity values.
 AZ0054
 AZ0054;                    North         East    Units  Estimated Accuracy
 AZ0054;SPC TXSC     - 4,151,590.      459,620.      MT  (+/- 180 meters Scaled)
 AZ0054
 AZ0054                          SUPERSEDED SURVEY CONTROL
 AZ0054
 AZ0054  NGVD 29 (??/??/92)  311.772  (m)         1022.87   (f) ADJ UNCH    1 2
 AZ0054
 AZ0054.Superseded values are not recommended for survey control.
 AZ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0054.See file dsdata.txt to determine how the superseded data were derived.
 AZ0054
 AZ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT596302(NAD 83)
 AZ0054_MARKER: DB = BENCH MARK DISK
 AZ0054_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0054_SP_SET: OUT
 AZ0054_STAMPING: R 1092 1957
 AZ0054_MARK LOGO: CGS   
 AZ0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0054+STABILITY: POSITION/ELEVATION WELL
 AZ0054
 AZ0054  HISTORY     - Date     Condition        Report By
 AZ0054  HISTORY     - 1957     MONUMENTED       CGS
 AZ0054  HISTORY     - 1982     GOOD             NGS
 AZ0054  HISTORY     - 19960109 MARK NOT FOUND   USPSQD
 AZ0054
 AZ0054                          STATION DESCRIPTION
 AZ0054
 AZ0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0054'2.3 MI NW FROM SPOFFORD.
 AZ0054'ABOUT 2.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0054'FROM THE STATION AT SPOFFORD, 52 FEET NORTH-NORTHWEST OF MILE POST
 AZ0054'344, 20 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 48 FEET NORTHEAST OF
 AZ0054'THE CENTER LINE OF A DIRT ROAD, 2.8 FEET NORTHEAST OF A WHITE WOODEN
 AZ0054'WITNESS POST, ABOUT 4 FEET BELOW THE TOP OF THE RAIL AND IN THE TOP OF
 AZ0054'A FLAT ROCK OUTCROP ABOUT FLUSH WITH THE GROUND.
 AZ0054
 AZ0054                          STATION RECOVERY (1982)
 AZ0054
 AZ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0054'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0054'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 3.8 KM (2.4 MI) NORTHWEST
 AZ0054'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0054'RAILROAD TRACKS AT RAILROAD MILEPOST NUMBER 344 AND IS SET IN TOP OF A
 AZ0054'FLAT AREA OF BEDROCK, 14.6 METERS (48.0 FT) NORTHEAST OF THE CENTER OF
 AZ0054'THE GRAVELED ROAD, 6.1 METERS (20.5 FT) SOUTHWEST OF THE SOUTHWEST
 AZ0054'RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 16.1 METERS (53.0 FT) NORTH
 AZ0054'NORTHWEST OF RAILROAD MILEPOST NUMBER 344.
 AZ0054'THE MARK IS 5.6 METERS  NE FROM A WITNESS POST.
 AZ0054'THE MARK IS 1.2 M BELOW TOP OF RAIL.
 AZ0054
 AZ0054                          STATION RECOVERY (1996)
 AZ0054
 AZ0054'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0097 ***********************************************************************
 AZ0097  DESIGNATION -  R 1093
 AZ0097  PID         -  AZ0097
 AZ0097  STATE/COUNTY-  TX/MAVERICK
 AZ0097  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0097
 AZ0097                         *CURRENT SURVEY CONTROL
 AZ0097  ___________________________________________________________________
 AZ0097* NAD 83(1986)-  29 01 19.     (N)    100 23 59.     (W)     SCALED    
 AZ0097* NAVD 88     -       280.716  (meters)     920.98   (feet)  ADJUSTED  
 AZ0097  ___________________________________________________________________
 AZ0097  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0097  DYNAMIC HT  -         280.305 (meters)     919.63  (feet)  COMP
 AZ0097  MODELED GRAV-     979,170.4   (mgal)                       NAVD 88
 AZ0097
 AZ0097  VERT ORDER  -  FIRST     CLASS II
 AZ0097
 AZ0097.The horizontal coordinates were scaled from a topographic map and have
 AZ0097.an estimated accuracy of +/- 6 seconds.
 AZ0097
 AZ0097.The orthometric height was determined by differential leveling
 AZ0097.and adjusted by the National Geodetic Survey in June 1991..
 AZ0097
 AZ0097.The geoid height was determined by GEOID03.
 AZ0097
 AZ0097.The dynamic height is computed by dividing the NAVD 88
 AZ0097.geopotential number by the normal gravity value computed on the
 AZ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0097.degrees latitude (g = 980.6199 gals.).
 AZ0097
 AZ0097.The modeled gravity was interpolated from observed gravity values.
 AZ0097
 AZ0097;                    North         East    Units  Estimated Accuracy
 AZ0097;SPC TXSC     - 4,132,550.      463,660.      MT  (+/- 180 meters Scaled)
 AZ0097
 AZ0097                          SUPERSEDED SURVEY CONTROL
 AZ0097
 AZ0097  NGVD 29 (??/??/92)  280.564  (m)          920.48   (f) ADJ UNCH    1 2
 AZ0097
 AZ0097.Superseded values are not recommended for survey control.
 AZ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0097.See file dsdata.txt to determine how the superseded data were derived.
 AZ0097
 AZ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT636112(NAD 83)
 AZ0097_MARKER: DB = BENCH MARK DISK
 AZ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0097_STAMPING: R 1093 1957
 AZ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0097+STABILITY: SURFACE MOTION
 AZ0097
 AZ0097  HISTORY     - Date     Condition        Report By
 AZ0097  HISTORY     - 1957     MONUMENTED       CGS
 AZ0097
 AZ0097                          STATION DESCRIPTION
 AZ0097
 AZ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0097'10.7 MI S FROM SPOFFORD.
 AZ0097'10.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0097'STATION AT SPOFFORD, 9 1/2 RAILS SOUTH OF THE SOUTH END OF TRESTLE
 AZ0097'9.94, 20 FEET NORTHEAST OF MILEPOST 10, 43 FEET EAST OF THE EAST RAIL,
 AZ0097'4.3 FEET WEST OF A FENCE, 2.3 FEET EAST OF A WITNESS POST, 5 FEET
 AZ0097'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 AZ0097'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0886 ***********************************************************************
 AY0886  DESIGNATION -  R 1094
 AY0886  PID         -  AY0886
 AY0886  STATE/COUNTY-  TX/MEDINA
 AY0886  USGS QUAD   -  LA COSTE (1982)
 AY0886
 AY0886                         *CURRENT SURVEY CONTROL
 AY0886  ___________________________________________________________________
 AY0886* NAD 83(1986)-  29 20 59.     (N)    098 51 04.     (W)     SCALED    
 AY0886* NAVD 88     -       234.902  (meters)     770.67   (feet)  ADJUSTED  
 AY0886  ___________________________________________________________________
 AY0886  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AY0886  DYNAMIC HT  -         234.562 (meters)     769.56  (feet)  COMP
 AY0886  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 AY0886
 AY0886  VERT ORDER  -  FIRST     CLASS II
 AY0886
 AY0886.This mark is at Castroville Muni (T89) Airport (T89)
 AY0886
 AY0886.The horizontal coordinates were scaled from a topographic map and have
 AY0886.an estimated accuracy of +/- 6 seconds.
 AY0886
 AY0886.The orthometric height was determined by differential leveling
 AY0886.and adjusted by the National Geodetic Survey in June 1991..
 AY0886
 AY0886.The geoid height was determined by GEOID03.
 AY0886
 AY0886.The dynamic height is computed by dividing the NAVD 88
 AY0886.geopotential number by the normal gravity value computed on the
 AY0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0886.degrees latitude (g = 980.6199 gals.).
 AY0886
 AY0886.The modeled gravity was interpolated from observed gravity values.
 AY0886
 AY0886;                    North         East    Units  Estimated Accuracy
 AY0886;SPC TXSC     - 4,168,070.      614,460.      MT  (+/- 180 meters Scaled)
 AY0886
 AY0886                          SUPERSEDED SURVEY CONTROL
 AY0886
 AY0886  NGVD 29 (??/??/92)  234.768  (m)          770.23   (f) ADJ UNCH    1 2
 AY0886
 AY0886.Superseded values are not recommended for survey control.
 AY0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0886.See file dsdata.txt to determine how the superseded data were derived.
 AY0886
 AY0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT144467(NAD 83)
 AY0886_MARKER: DB = BENCH MARK DISK
 AY0886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0886_SP_SET: CULVERT
 AY0886_STAMPING: R 1094 1957
 AY0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0886
 AY0886  HISTORY     - Date     Condition        Report By
 AY0886  HISTORY     - 1957     MONUMENTED       CGS
 AY0886  HISTORY     - 19970210 GOOD             USPSQD
 AY0886  HISTORY     - 20020218 GOOD             USPSQD
 AY0886
 AY0886                          STATION DESCRIPTION
 AY0886
 AY0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0886'4.5 MI NW FROM LACOSTE.
 AY0886'4.3 MILES NORTHWEST ALONG FARM ROAD 471 FROM THE TEXAS AND NEW ORLEANS
 AY0886'RAILROAD STATION AT LACOSTE, THENCE 0.2 MILE SOUTH ALONG AN ACCESS
 AY0886'ROAD LEADING TO THE CASTROVILLE AIRPORT, 28 FEET NORTHWEST OF THE
 AY0886'INTERSECTION OF THE CENTER LINES OF THE ROAD LEADING TO THE AIRPORT
 AY0886'AND A DIRT ROAD LEADING WEST, 36 FEET NORTH OF THE WEST GATE POST AT
 AY0886'THE AIRPORT ENTRANCE, 17 FEET WEST OF THE CENTER LINE OF A NORTH AND
 AY0886'SOUTH ROAD, 22 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 AY0886'WEST, SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A TWIN
 AY0886'24 INCH PIPE CULVERT UNDER THE NORTH AND SOUTH ROAD.
 AY0886
 AY0886                          STATION RECOVERY (1997)
 AY0886
 AY0886'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0886'RECOVERED IN GOOD CONDITION.
 AY0886
 AY0886                          STATION RECOVERY (2002)
 AY0886
 AY0886'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0030 ***********************************************************************
 BB0030  DESIGNATION -  R 1095
 BB0030  PID         -  BB0030
 BB0030  STATE/COUNTY-  TX/PRESIDIO
 BB0030  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0030
 BB0030                         *CURRENT SURVEY CONTROL
 BB0030  ___________________________________________________________________
 BB0030* NAD 83(1993)-  29 31 42.21518(N)    104 20 55.35737(W)     ADJUSTED  
 BB0030* NAVD 88     -       777.960  (meters)    2552.36   (feet)  ADJUSTED  
 BB0030  ___________________________________________________________________
 BB0030  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 BB0030  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BB0030  DYNAMIC HT  -         776.701 (meters)    2548.23  (feet)  COMP
 BB0030  MODELED GRAV-     979,000.3   (mgal)                       NAVD 88
 BB0030
 BB0030  HORZ ORDER  -  SECOND
 BB0030  VERT ORDER  -  SECOND    CLASS 0
 BB0030
 BB0030.The horizontal coordinates were established by classical geodetic methods
 BB0030.and adjusted by the National Geodetic Survey in February 1996..
 BB0030
 BB0030.The orthometric height was determined by differential leveling
 BB0030.and adjusted by the National Geodetic Survey in June 1991..
 BB0030
 BB0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0030
 BB0030.The geoid height was determined by GEOID03.
 BB0030
 BB0030.The dynamic height is computed by dividing the NAVD 88
 BB0030.geopotential number by the normal gravity value computed on the
 BB0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0030.degrees latitude (g = 980.6199 gals.).
 BB0030
 BB0030.The modeled gravity was interpolated from observed gravity values.
 BB0030
 BB0030;                    North         East     Units Scale Factor Converg.
 BB0030;SPC TXSC     - 4,199,710.732    81,748.834   MT  0.99986892   -2 37 13.4
 BB0030;SPC TXSC     -13,778,550.96    268,204.30   sFT  0.99986892   -2 37 13.4
 BB0030;UTM  13      - 3,266,706.145   563,110.961   MT  0.99964914   +0 19 15.6
 BB0030
 BB0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0030!SPC TXSC     -   0.99988144  x   0.99986892  =   0.99975037
 BB0030!UTM  13      -   0.99988144  x   0.99964914  =   0.99953062
 BB0030
 BB0030|---------------------------------------------------------------------|
 BB0030| PID    Reference Object                     Distance      Geod. Az  |
 BB0030|                                                           dddmmss.s |
 BB0030| BB0275 M 19                                192.392 METERS 19113     |
 BB0030| BB0051 REACH 4 48+68 400LT                  71.391 METERS 30445     |
 BB0030| BB0049 DIKE                                APPROX. 0.5 KM 3053333.6 |
 BB0030|---------------------------------------------------------------------|
 BB0030
 BB0030                          SUPERSEDED SURVEY CONTROL
 BB0030
 BB0030  NAD 83(1986)-  29 31 42.20664(N)    104 20 55.35326(W) AD(       ) 2
 BB0030  NAD 27      -  29 31 41.54293(N)    104 20 53.62940(W) AD(       ) 2
 BB0030  NGVD 29 (??/??/92)  777.571  (m)         2551.08   (f) ADJ UNCH    2 0
 BB0030
 BB0030.Superseded values are not recommended for survey control.
 BB0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0030.See file dsdata.txt to determine how the superseded data were derived.
 BB0030
 BB0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6311166706(NAD 83)
 BB0030_MARKER: DB = BENCH MARK DISK
 BB0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0030_SP_SET: MONUMENT
 BB0030_STAMPING: R 1095 1974
 BB0030_MARK LOGO: NGS   
 BB0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0030
 BB0030  HISTORY     - Date     Condition        Report By
 BB0030  HISTORY     - 1974     MONUMENTED       NGS
 BB0030  HISTORY     - 1974     GOOD             NGS
 BB0030  HISTORY     - 20040204 POOR             NGS
 BB0030
 BB0030                          STATION DESCRIPTION
 BB0030
 BB0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0030'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF OJINAGA AND ON
 BB0030'THE SOUTH SIDE OF THE RIO GRANDE RIVER.
 BB0030'
 BB0030'TO REACH THE STATION FROM THE FERRO CARRIL DE CHIHUAHUA AL PACIFICO
 BB0030'(RAILROAD STATION 2.5 MILES SOUTHEAST OF OJINAGA) GO EAST AND
 BB0030'NORTHEAST ON MAIN GRAVEL ROAD, CROSSING OVER THREE TRACKS, FOR 0.55
 BB0030'MILE TO A WOODEN BRIDGE WHERE THE ROAD CURVES TO THE RIGHT, TURN
 BB0030'RIGHT AND GO SOUTH ON DIRT ROAD FOR 0.2 MILE TO A FENCE CORNER ON THE
 BB0030'LEFT, TURN LEFT AND GO SOUTHEAST ON MAIN TRACK ROAD FOR 1.55 MILE TO
 BB0030'WHERE THE ROAD GOES UNDER THE POWER POLE LINE, CONTINUE STRAIGHT
 BB0030'AHEAD SOUTHEAST ON MAIN TRACK ROAD FOR 0.35 MILE TO A WIRE GATE
 BB0030'ON THE LEFT, TURN LEFT PASSING THROUGH GATE AND GO NORTH ALONG
 BB0030'TRACK ROAD FOR 0.5 MILE TO A FORK, TAKE THE LEFT FORK (STRAIGHT
 BB0030'AHEAD) TO A WIRE GATE ABOUT 0.05 MILE, PASS THROUGH GATE AND
 BB0030'DRIVE ALONG THE SOUTH SIDE OF THE RIO GRANDE RIVER EAST FOR
 BB0030'0.15 MILE TO THE STATION.
 BB0030'
 BB0030'THE STATION MARK IS A STANDARD NGS BENCH MARK, STAMPED R 1095
 BB0030'1974.  IT IS 40 FEET SOUTH OF THE SOUTH EDGE OF THE RIO GRANDE
 BB0030'RIVER, 7.5 FEET WEST OF AN 8-INCH DIAMETER TREE, AND SET IN THE TOP
 BB0030'OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BB0030'GROUND.
 BB0030'
 BB0030'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0030
 BB0030                          STATION RECOVERY (1974)
 BB0030
 BB0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0030'5.5 MI SE FROM OJINAGA.
 BB0030'TO REACH FROM THE FERRO CARRIL DE CHIHUAHUA AL PACIFICO (RAILROAD
 BB0030'STATION 2.5 MILES SOUTHEAST OF OJINAGA) GO EAST AND NORTHEAST ON MAIN
 BB0030'GRAVEL ROAD, CROSSING OVER THREE TRACKS FOR 0.55 MILE TO A WOODEN
 BB0030'BRIDGE WHERE THE ROAD CURVES TO THE RIGHT, TURN RIGHT AND GO SOUTH ON
 BB0030'DIRT ROAD FOR 0.2 MILE TO A FENCE CORNER ON THE LEFT, TURN LEFT AND GO
 BB0030'SOUTHEAST ON MAIN TRACK ROAD FOR 1.55 MILE TO WHERE THE ROAD GOES
 BB0030'UNDER THE POWER POLE LINE, CONTINUE STRAIGHT AHEAD SOUTHEAST ON MAIN
 BB0030'TRACK ROAD FOR 0.35 MILE TO A WIRE GATE ON THE LEFT, TURN LEFT AND
 BB0030'PASS THROUGH GATE AND GO NORTH ALONG TRACK ROAD FOR 0.5 MILE TO A
 BB0030'FORK, TAKE THE LEFT FORK (STRAIGHT AHEAD) TO A WIRE GATE ABOUT 0.05
 BB0030'MILE, PASS THROUGH GATE AND DRIVE EAST ALONG THE SOUTH SIDE OF THE RIO
 BB0030'GRANDE RIVER FOR 0.15 MILE TO STATION.  IT IS 40 FEET SOUTH OF THE
 BB0030'SOUTH EDGE OF RIO GRANDE RIVER, 7.5 FEET WEST OF A 8-INCH DIAMETER
 BB0030'TREE, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT
 BB0030'IS FLUSH WITH THE GROUND.
 BB0030
 BB0030                          STATION RECOVERY (2004)
 BB0030
 BB0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0030'THE RIO GRANDE RIVER HAS BEEN RELOCATED.  THIS MARK IS NOW IN THE
 BB0030'STATE OF TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0557 ***********************************************************************
 BP0557  DESIGNATION -  R 1096
 BP0557  PID         -  BP0557
 BP0557  STATE/COUNTY-  TX/JEFF DAVIS
 BP0557  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0557
 BP0557                         *CURRENT SURVEY CONTROL
 BP0557  ___________________________________________________________________
 BP0557* NAD 83(1986)-  30 32 10.     (N)    103 47 26.     (W)     SCALED    
 BP0557* NAVD 88     -      1398.556  (meters)    4588.43   (feet)  ADJUSTED  
 BP0557  ___________________________________________________________________
 BP0557  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 BP0557  DYNAMIC HT  -        1396.303 (meters)    4581.04  (feet)  COMP
 BP0557  MODELED GRAV-     978,980.9   (mgal)                       NAVD 88
 BP0557  OBS GRAVITY -     978,982.3   (mgal)                       GRAV_OBS
 BP0557
 BP0557  VERT ORDER  -  FIRST     CLASS I
 BP0557
 BP0557.The horizontal coordinates were scaled from a topographic map and have
 BP0557.an estimated accuracy of +/- 6 seconds.
 BP0557
 BP0557.The orthometric height was determined by differential leveling
 BP0557.and adjusted by the National Geodetic Survey in June 1991..
 BP0557
 BP0557.The geoid height was determined by GEOID03.
 BP0557
 BP0557.The dynamic height is computed by dividing the NAVD 88
 BP0557.geopotential number by the normal gravity value computed on the
 BP0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0557.degrees latitude (g = 980.6199 gals.).
 BP0557
 BP0557.The modeled gravity was interpolated from observed gravity values.
 BP0557.The observed gravity was obtained from relative gravimeter ties
 BP0557.to the IGSN71 gravity network.
 BP0557
 BP0557;                    North         East    Units  Estimated Accuracy
 BP0557;SPC TX C     - 3,101,540.      368,320.      MT  (+/- 180 meters Scaled)
 BP0557
 BP0557                          SUPERSEDED SURVEY CONTROL
 BP0557
 BP0557  NGVD 29 (??/??/92) 1398.067  (m)         4586.82   (f) ADJ UNCH    1 1
 BP0557
 BP0557.Superseded values are not recommended for survey control.
 BP0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0557.See file dsdata.txt to determine how the superseded data were derived.
 BP0557
 BP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP160788(NAD 83)
 BP0557_MARKER: DB = BENCH MARK DISK
 BP0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0557_SP_SET: CULVERT
 BP0557_STAMPING: R 1096 1977
 BP0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0557
 BP0557  HISTORY     - Date     Condition        Report By
 BP0557  HISTORY     - 1977     MONUMENTED       NGS
 BP0557  HISTORY     - 1988     GOOD             USPSQD
 BP0557  HISTORY     - 1989     GOOD             USPSQD
 BP0557  HISTORY     - 19961007 GOOD             USPSQD
 BP0557  HISTORY     - 20030322 GOOD             USPSQD
 BP0557
 BP0557                          STATION DESCRIPTION
 BP0557
 BP0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0557'8.75 MI SE FROM FORT DAVIS.
 BP0557'ABOUT 8.75 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0557'COURTHOUSE AT FORT DAVIS, ON THE EAST END OF THE SOUTH CULVERT OVER
 BP0557'A CREEK BED, 31 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50
 BP0557'FT. NORTH OF A RIGHT-OF-WAY FENCE, 5 FT. SOUTH OF A STONE BRIDGE
 BP0557'GUARDRAIL.
 BP0557
 BP0557                          STATION RECOVERY (1988)
 BP0557
 BP0557'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0557'RECOVERED IN GOOD CONDITION.
 BP0557
 BP0557                          STATION RECOVERY (1989)
 BP0557
 BP0557'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0557'RECOVERED IN GOOD CONDITION.
 BP0557
 BP0557                          STATION RECOVERY (1996)
 BP0557
 BP0557'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0557'RECOVERED IN GOOD CONDITION.
 BP0557
 BP0557                          STATION RECOVERY (2003)
 BP0557
 BP0557'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0577 ***********************************************************************
 BP0577  DESIGNATION -  R 1097
 BP0577  PID         -  BP0577
 BP0577  STATE/COUNTY-  TX/JEFF DAVIS
 BP0577  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0577
 BP0577                         *CURRENT SURVEY CONTROL
 BP0577  ___________________________________________________________________
 BP0577* NAD 83(1986)-  30 37 41.     (N)    103 56 54.     (W)     SCALED    
 BP0577* NAVD 88     -      1613.451  (meters)    5293.46   (feet)  ADJUSTED  
 BP0577  ___________________________________________________________________
 BP0577  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0577  DYNAMIC HT  -        1610.781 (meters)    5284.70  (feet)  COMP
 BP0577  MODELED GRAV-     978,929.0   (mgal)                       NAVD 88
 BP0577  OBS GRAVITY -     978,924.3   (mgal)                       GRAV_OBS
 BP0577
 BP0577  VERT ORDER  -  FIRST     CLASS I
 BP0577
 BP0577.The horizontal coordinates were scaled from a topographic map and have
 BP0577.an estimated accuracy of +/- 6 seconds.
 BP0577
 BP0577.The orthometric height was determined by differential leveling
 BP0577.and adjusted by the National Geodetic Survey in June 1991..
 BP0577
 BP0577.The geoid height was determined by GEOID03.
 BP0577
 BP0577.The dynamic height is computed by dividing the NAVD 88
 BP0577.geopotential number by the normal gravity value computed on the
 BP0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0577.degrees latitude (g = 980.6199 gals.).
 BP0577
 BP0577.The modeled gravity was interpolated from observed gravity values.
 BP0577.The observed gravity was obtained from relative gravimeter ties
 BP0577.to the IGSN71 gravity network.
 BP0577
 BP0577;                    North         East    Units  Estimated Accuracy
 BP0577;SPC TX C     - 3,112,210.      353,510.      MT  (+/- 180 meters Scaled)
 BP0577
 BP0577                          SUPERSEDED SURVEY CONTROL
 BP0577
 BP0577  NGVD 29 (??/??/92) 1612.869  (m)         5291.55   (f) ADJ UNCH    1 1
 BP0577
 BP0577.Superseded values are not recommended for survey control.
 BP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0577.See file dsdata.txt to determine how the superseded data were derived.
 BP0577
 BP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP007888(NAD 83)
 BP0577_MARKER: DB = BENCH MARK DISK
 BP0577_SETTING: 66 = SET IN ROCK OUTCROP
 BP0577_SP_SET: ROCK OUTCROP
 BP0577_STAMPING: R 1097 1977
 BP0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0577+STABILITY: POSITION/ELEVATION WELL
 BP0577
 BP0577  HISTORY     - Date     Condition        Report By
 BP0577  HISTORY     - 1977     MONUMENTED       NGS
 BP0577  HISTORY     - 1988     GOOD             USPSQD
 BP0577  HISTORY     - 19961007 GOOD             USPSQD
 BP0577  HISTORY     - 20030322 GOOD             USPSQD
 BP0577
 BP0577                          STATION DESCRIPTION
 BP0577
 BP0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0577'8.15 MI NW FROM FORT DAVIS.
 BP0577'ABOUT 5.60 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0577'COURTHOUSE AT FORT DAVIS, THENCE 1.70 MILES NORTHEAST ALONG GRAVELED
 BP0577'ROAD LEADING TO THE HARVARD UNIVERSITY ASTRONOMY STATION, 75 FT.
 BP0577'EAST OF THE CENTER LINE OF ROAD, 12 FT. EAST OF A LONE CEDAR TREE,
 BP0577
 BP0577                          STATION RECOVERY (1988)
 BP0577
 BP0577'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0577'RECOVERED IN GOOD CONDITION.
 BP0577
 BP0577                          STATION RECOVERY (1996)
 BP0577
 BP0577'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0577'RECOVERED IN GOOD CONDITION.
 BP0577
 BP0577                          STATION RECOVERY (2003)
 BP0577
 BP0577'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0328 ***********************************************************************
 BQ0328  DESIGNATION -  R 1098
 BQ0328  PID         -  BQ0328
 BQ0328  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0328  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0328
 BQ0328                         *CURRENT SURVEY CONTROL
 BQ0328  ___________________________________________________________________
 BQ0328* NAD 83(1986)-  30 40 23.     (N)    104 01 18.     (W)     SCALED    
 BQ0328* NAVD 88     -      2024.731  (meters)    6642.81   (feet)  ADJUSTED  
 BQ0328  ___________________________________________________________________
 BQ0328  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0328  DYNAMIC HT  -        2021.206 (meters)    6631.24  (feet)  COMP
 BQ0328  MODELED GRAV-     978,826.8   (mgal)                       NAVD 88
 BQ0328  OBS GRAVITY -     978,830.7   (mgal)                       GRAV_OBS
 BQ0328
 BQ0328  VERT ORDER  -  FIRST     CLASS I
 BQ0328
 BQ0328.The horizontal coordinates were scaled from a topographic map and have
 BQ0328.an estimated accuracy of +/- 6 seconds.
 BQ0328
 BQ0328.The orthometric height was determined by differential leveling
 BQ0328.and adjusted by the National Geodetic Survey in June 1991..
 BQ0328
 BQ0328.The geoid height was determined by GEOID03.
 BQ0328
 BQ0328.The dynamic height is computed by dividing the NAVD 88
 BQ0328.geopotential number by the normal gravity value computed on the
 BQ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0328.degrees latitude (g = 980.6199 gals.).
 BQ0328
 BQ0328.The modeled gravity was interpolated from observed gravity values.
 BQ0328.The observed gravity was obtained from relative gravimeter ties
 BQ0328.to the IGSN71 gravity network.
 BQ0328
 BQ0328;                    North         East    Units  Estimated Accuracy
 BQ0328;SPC TX C     - 3,117,420.      346,650.      MT  (+/- 180 meters Scaled)
 BQ0328
 BQ0328                          SUPERSEDED SURVEY CONTROL
 BQ0328
 BQ0328  NGVD 29 (??/??/92) 2024.000  (m)         6640.41   (f) ADJ UNCH    1 1
 BQ0328
 BQ0328.Superseded values are not recommended for survey control.
 BQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0328.See file dsdata.txt to determine how the superseded data were derived.
 BQ0328
 BQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP937937(NAD 83)
 BQ0328_MARKER: DB = BENCH MARK DISK
 BQ0328_SETTING: 80 = SET IN A BOULDER
 BQ0328_SP_SET: BOULDER
 BQ0328_STAMPING: R 1098 1977
 BQ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0328+STABILITY: SURFACE MOTION
 BQ0328
 BQ0328  HISTORY     - Date     Condition        Report By
 BQ0328  HISTORY     - 1977     MONUMENTED       NGS
 BQ0328  HISTORY     - 1988     GOOD             USPSQD
 BQ0328  HISTORY     - 1989     GOOD             USPSQD
 BQ0328  HISTORY     - 19961007 GOOD             USPSQD
 BQ0328  HISTORY     - 20030322 GOOD             USPSQD
 BQ0328
 BQ0328                          STATION DESCRIPTION
 BQ0328
 BQ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0328'16.65 MI NW FROM FORT DAVIS.
 BQ0328'ABOUT 15.05 MILES NORTHEAST ALONG STATE HIGHWAY 118 FROM THE
 BQ0328'COUNTY COURTHOUSE AT FORT DAVIS, THENCE 1.60 MILES SOUTHEAST ALONG
 BQ0328'SPUR 78 FROM ITS JUNCTION WITH 118, 41 FT. SOUTHEAST OF THE CENTER
 BQ0328'LINE OF THE HIGHWAY, 118 FT. NORTH OF A PRIVATE DRIVE, 77 FT. SOUTH
 BQ0328'OF A 1-PIPE CULVERT.
 BQ0328
 BQ0328                          STATION RECOVERY (1988)
 BQ0328
 BQ0328'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0328'RECOVERED IN GOOD CONDITION.
 BQ0328
 BQ0328                          STATION RECOVERY (1989)
 BQ0328
 BQ0328'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0328'RECOVERED IN GOOD CONDITION.
 BQ0328
 BQ0328                          STATION RECOVERY (1996)
 BQ0328
 BQ0328'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0328'RECOVERED IN GOOD CONDITION.
 BQ0328
 BQ0328                          STATION RECOVERY (2003)
 BQ0328
 BQ0328'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0134 ***********************************************************************
 AZ0134  DESIGNATION -  R 1099
 AZ0134  PID         -  AZ0134
 AZ0134  STATE/COUNTY-  TX/VAL VERDE
 AZ0134  USGS QUAD   -  DEL RIO SE (1972)
 AZ0134
 AZ0134                         *CURRENT SURVEY CONTROL
 AZ0134  ___________________________________________________________________
 AZ0134* NAD 83(1986)-  29 21 18.     (N)    100 47 26.     (W)     SCALED    
 AZ0134* NAVD 88     -       342.907  (meters)    1125.02   (feet)  ADJUSTED  
 AZ0134  ___________________________________________________________________
 AZ0134  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0134  DYNAMIC HT  -         342.406 (meters)    1123.38  (feet)  COMP
 AZ0134  MODELED GRAV-     979,173.4   (mgal)                       NAVD 88
 AZ0134
 AZ0134  VERT ORDER  -  FIRST     CLASS II
 AZ0134
 AZ0134.The horizontal coordinates were scaled from a topographic map and have
 AZ0134.an estimated accuracy of +/- 6 seconds.
 AZ0134
 AZ0134.The orthometric height was determined by differential leveling
 AZ0134.and adjusted by the National Geodetic Survey in June 1991..
 AZ0134
 AZ0134.The geoid height was determined by GEOID03.
 AZ0134
 AZ0134.The dynamic height is computed by dividing the NAVD 88
 AZ0134.geopotential number by the normal gravity value computed on the
 AZ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0134.degrees latitude (g = 980.6199 gals.).
 AZ0134
 AZ0134.The modeled gravity was interpolated from observed gravity values.
 AZ0134
 AZ0134;                    North         East    Units  Estimated Accuracy
 AZ0134;SPC TXSC     - 4,169,970.      426,160.      MT  (+/- 180 meters Scaled)
 AZ0134
 AZ0134                          SUPERSEDED SURVEY CONTROL
 AZ0134
 AZ0134  NGVD 29 (??/??/92)  342.845  (m)         1124.82   (f) ADJ UNCH    1 2
 AZ0134
 AZ0134.Superseded values are not recommended for survey control.
 AZ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0134.See file dsdata.txt to determine how the superseded data were derived.
 AZ0134
 AZ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT261486(NAD 83)
 AZ0134_MARKER: DB = BENCH MARK DISK
 AZ0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0134_SP_SET: FOUNDATION
 AZ0134_STAMPING: R 1099 1957
 AZ0134_MARK LOGO: CGS   
 AZ0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0134
 AZ0134  HISTORY     - Date     Condition        Report By
 AZ0134  HISTORY     - 1957     MONUMENTED       CGS
 AZ0134  HISTORY     - 1982     GOOD             NGS
 AZ0134  HISTORY     - 19980805 GOOD             USPSQD
 AZ0134
 AZ0134                          STATION DESCRIPTION
 AZ0134
 AZ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0134'7.7 MI E FROM DEL RIO.
 AZ0134'ABOUT 6.55 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0134'THE STATION AT DEL RIO, THENCE 0.9 MILE SOUTHEAST ALONG THE MAIN
 AZ0134'ENTRANCE ROAD (THIRD STREET) TO LAUGHLIN AIR FORCE BASE, THENCE 0.25
 AZ0134'MILE SOUTHWEST ALONG MITCHEL BOULEVARD TO THE WATER TOWER, 51 FEET
 AZ0134'NORTHWEST OF THE CENTER LINE OF MITCHEL BOULEVARD, IN THE TOP OF THE
 AZ0134'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE EAST LEG OF THE
 AZ0134'WATER TOWER AND ABOUT 0.7 FOOT ABOVE THE GROUND.
 AZ0134
 AZ0134                          STATION RECOVERY (1982)
 AZ0134
 AZ0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0134'A NEW DESCRIPTION FOLLOWS, 1.4 KM (0.9 MI) SOUTHEAST ALONG LIBERTY
 AZ0134'DRIVE FROM THE GUARD STAND AT THE NORTHWEST ENTRANCE TO LAUGHLIN AIR
 AZ0134'FORCE BASE, THENCE 0.4 KM (0.25 MI) SOUTHWEST ALONG MITCHELL STREET AT
 AZ0134'THE SOUTHWEST 1 OF 2 WATER TOWERS, THE MARK IS SET IN TOP OF THE
 AZ0134'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE EAST LEG OF THE
 AZ0134'WATER TOWER, 15.4 METERS (51.0 FT) NORTHWEST OF THE CENTERLINE
 AZ0134'MITCHELL STREET.
 AZ0134'THE MARK IS 0.7 M ABOVE THE GROUND.
 AZ0134
 AZ0134                          STATION RECOVERY (1998)
 AZ0134
 AZ0134'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0018 ***********************************************************************
 AB0018  DESIGNATION -  R 11 C CO
 AB0018  PID         -  AB0018
 AB0018  STATE/COUNTY-  TX/CAMERON
 AB0018  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0018
 AB0018                         *CURRENT SURVEY CONTROL
 AB0018  ___________________________________________________________________
 AB0018* NAD 83(1986)-  25 58 13.     (N)    097 26 59.     (W)     SCALED    
 AB0018* NAVD 88     -         8.993  (meters)      29.50   (feet)  ADJUSTED  
 AB0018  ___________________________________________________________________
 AB0018  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 AB0018  DYNAMIC HT  -           8.978 (meters)      29.46  (feet)  COMP
 AB0018  MODELED GRAV-     979,036.3   (mgal)                       NAVD 88
 AB0018
 AB0018  VERT ORDER  -  FIRST     CLASS II
 AB0018
 AB0018.The horizontal coordinates were scaled from a topographic map and have
 AB0018.an estimated accuracy of +/- 6 seconds.
 AB0018
 AB0018.The orthometric height was determined by differential leveling
 AB0018.and adjusted by the National Geodetic Survey in June 1991..
 AB0018.WARNING-Repeat measurements at this control monument indicate possible
 AB0018.vertical movement.
 AB0018
 AB0018.The geoid height was determined by GEOID03.
 AB0018
 AB0018.The dynamic height is computed by dividing the NAVD 88
 AB0018.geopotential number by the normal gravity value computed on the
 AB0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0018.degrees latitude (g = 980.6199 gals.).
 AB0018
 AB0018.The modeled gravity was interpolated from observed gravity values.
 AB0018
 AB0018;                    North         East    Units  Estimated Accuracy
 AB0018;SPC TX S     - 5,034,080.      405,180.      MT  (+/- 180 meters Scaled)
 AB0018
 AB0018                          SUPERSEDED SURVEY CONTROL
 AB0018
 AB0018  NGVD 29 (??/??/92)    9.090  (m)           29.82   (f) ADJ UNCH    1 2
 AB0018
 AB0018.Superseded values are not recommended for survey control.
 AB0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0018.See file dsdata.txt to determine how the superseded data were derived.
 AB0018
 AB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP551733(NAD 83)
 AB0018_MARKER: DD = SURVEY DISK
 AB0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0018_SP_SET: SIPHON
 AB0018_STAMPING: 29.47 R 11
 AB0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0018
 AB0018  HISTORY     - Date     Condition        Report By
 AB0018  HISTORY     - UNK      MONUMENTED
 AB0018  HISTORY     - 1951     GOOD             NGS
 AB0018  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0018  HISTORY     - 1990     GOOD             USPSQD
 AB0018
 AB0018                          STATION DESCRIPTION
 AB0018
 AB0018'DESCRIBED UNK
 AB0018'6.1 MI NE FROM BROWNSVILLE.
 AB0018'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION OF U.
 AB0018'S. HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE 0.6 MILE
 AB0018'NORTHEAST ALONG STATE HIGHWAY 48, 2.5 MILES NORTH ALONG A GRADED DIRT
 AB0018'ROAD, 0.6 MILE NORTH-NORTHEAST ALONG THE PORT ISABEL ROAD, AT A
 AB0018'CONCRETE SIPHON, IN THE CENTER OF THE TOP OF THE NORTHWEST HEADWALL,
 AB0018'15 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET HIGHER
 AB0018'THAN THE ROAD.  A CAMERON COUNTY STANDARD DISK.
 AB0018
 AB0018                          STATION RECOVERY (1951)
 AB0018
 AB0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0018'RECOVERED IN GOOD CONDITION.
 AB0018
 AB0018                          STATION RECOVERY (1982)
 AB0018
 AB0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0018'SEARCHED FOR AND NOT RECOVERED THIS DATE, CULVERT GONE, DISK LOST.
 AB0018
 AB0018                          STATION RECOVERY (1990)
 AB0018
 AB0018'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0721 ***********************************************************************
 BZ0721  DESIGNATION -  R 11 USGS
 BZ0721  PID         -  BZ0721
 BZ0721  STATE/COUNTY-  TX/MCLENNAN
 BZ0721  USGS QUAD   -  WACO WEST (1975)
 BZ0721
 BZ0721                         *CURRENT SURVEY CONTROL
 BZ0721  ___________________________________________________________________
 BZ0721* NAD 83(1986)-  31 33 27.     (N)    097 08 01.     (W)     SCALED    
 BZ0721* NAVD 88     -       128.770  (meters)     422.47   (feet)  ADJUSTED  
 BZ0721  ___________________________________________________________________
 BZ0721  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BZ0721  DYNAMIC HT  -         128.609 (meters)     421.94  (feet)  COMP
 BZ0721  MODELED GRAV-     979,386.0   (mgal)                       NAVD 88
 BZ0721  OBS GRAVITY -     979,384.1   (mgal)                       GRAV_OBS
 BZ0721
 BZ0721  VERT ORDER  -  FIRST     CLASS II
 BZ0721
 BZ0721.The horizontal coordinates were scaled from a topographic map and have
 BZ0721.an estimated accuracy of +/- 6 seconds.
 BZ0721
 BZ0721.The orthometric height was determined by differential leveling
 BZ0721.and adjusted by the National Geodetic Survey in June 1991..
 BZ0721.WARNING-Repeat measurements at this control monument indicate possible
 BZ0721.vertical movement.
 BZ0721
 BZ0721.The geoid height was determined by GEOID03.
 BZ0721
 BZ0721.The dynamic height is computed by dividing the NAVD 88
 BZ0721.geopotential number by the normal gravity value computed on the
 BZ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0721.degrees latitude (g = 980.6199 gals.).
 BZ0721
 BZ0721.The modeled gravity was interpolated from observed gravity values.
 BZ0721.The observed gravity was obtained from relative gravimeter ties
 BZ0721.to the IGSN71 gravity network.
 BZ0721
 BZ0721;                    North         East    Units  Estimated Accuracy
 BZ0721;SPC TX C     - 3,213,980.    1,003,730.      MT  (+/- 180 meters Scaled)
 BZ0721
 BZ0721                          SUPERSEDED SURVEY CONTROL
 BZ0721
 BZ0721  NGVD 29 (??/??/92)  128.748  (m)          422.40   (f) ADJ UNCH    1 2
 BZ0721
 BZ0721.Superseded values are not recommended for survey control.
 BZ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0721.See file dsdata.txt to determine how the superseded data were derived.
 BZ0721
 BZ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV771929(NAD 83)
 BZ0721_MARKER: DD = SURVEY DISK
 BZ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0721_STAMPING: R 11 TEX 1923
 BZ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0721+STABILITY: SURFACE MOTION
 BZ0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0721+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 BZ0721
 BZ0721  HISTORY     - Date     Condition        Report By
 BZ0721  HISTORY     - 1923     MONUMENTED       USGS
 BZ0721  HISTORY     - 1944     GOOD             NGS
 BZ0721  HISTORY     - 1980     GOOD             NGS
 BZ0721  HISTORY     - 19910424 GOOD             USPSQD
 BZ0721  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0721  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0721  HISTORY     - 20031012 GOOD             USPSQD
 BZ0721
 BZ0721                          STATION DESCRIPTION
 BZ0721
 BZ0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BZ0721'IN WACO.
 BZ0721'AT WACO, MCLENNAN COUNTY, AT THE COUNTY COURTHOUSE, 39 FEET WEST OF
 BZ0721'THE SOUTHEAST CORNER OF THE BUILDING, 1.5 FEET SOUTH OF THE SOUTH
 BZ0721'WALL, AND SET IN THE TOP OF A CONCRETE POST.
 BZ0721
 BZ0721                          STATION RECOVERY (1980)
 BZ0721
 BZ0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0721'RECOVERED IN GOOD CONDITION.
 BZ0721
 BZ0721                          STATION RECOVERY (1991)
 BZ0721
 BZ0721'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0721'RECOVERED IN GOOD CONDITION.
 BZ0721
 BZ0721                          STATION RECOVERY (1995)
 BZ0721
 BZ0721'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0721'MARK NOT FOUND.
 BZ0721
 BZ0721                          STATION RECOVERY (2001)
 BZ0721
 BZ0721'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ0721'MARK NOT FOUND.
 BZ0721
 BZ0721                          STATION RECOVERY (2003)
 BZ0721
 BZ0721'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ0721'ON THE FRONT SIDE OF THE BUILDING, NORTH OF THE STAIRS AND ABOUT 39
 BZ0721'FEET SOUTH OF THE NORTHEAST CORNER. IT IS ABOUT 1.5 FEET FROM THE
 BZ0721'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0207 ***********************************************************************
 CB0207  DESIGNATION -  R 110
 CB0207  PID         -  CB0207
 CB0207  STATE/COUNTY-  TX/TOM GREEN
 CB0207  USGS QUAD   -  CARLSBAD (1984)
 CB0207
 CB0207                         *CURRENT SURVEY CONTROL
 CB0207  ___________________________________________________________________
 CB0207* NAD 83(1986)-  31 36 11.     (N)    100 38 26.     (W)     SCALED    
 CB0207* NAVD 88     -       614.994  (meters)    2017.69   (feet)  ADJUSTED  
 CB0207  ___________________________________________________________________
 CB0207  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0207  DYNAMIC HT  -         614.162 (meters)    2014.96  (feet)  COMP
 CB0207  MODELED GRAV-     979,267.3   (mgal)                       NAVD 88
 CB0207
 CB0207  VERT ORDER  -  FIRST     CLASS II
 CB0207
 CB0207.The horizontal coordinates were scaled from a topographic map and have
 CB0207.an estimated accuracy of +/- 6 seconds.
 CB0207
 CB0207.The orthometric height was determined by differential leveling
 CB0207.and adjusted by the National Geodetic Survey in June 1991..
 CB0207
 CB0207.The geoid height was determined by GEOID03.
 CB0207
 CB0207.The dynamic height is computed by dividing the NAVD 88
 CB0207.geopotential number by the normal gravity value computed on the
 CB0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0207.degrees latitude (g = 980.6199 gals.).
 CB0207
 CB0207.The modeled gravity was interpolated from observed gravity values.
 CB0207
 CB0207;                    North         East    Units  Estimated Accuracy
 CB0207;SPC TX C     - 3,214,700.      670,850.      MT  (+/- 180 meters Scaled)
 CB0207
 CB0207                          SUPERSEDED SURVEY CONTROL
 CB0207
 CB0207  NGVD 29 (??/??/92)  614.824  (m)         2017.14   (f) ADJ UNCH    1 2
 CB0207
 CB0207.Superseded values are not recommended for survey control.
 CB0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0207.See file dsdata.txt to determine how the superseded data were derived.
 CB0207
 CB0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV443976(NAD 83)
 CB0207_MARKER: DB = BENCH MARK DISK
 CB0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0207_SP_SET: STEP
 CB0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0207
 CB0207  HISTORY     - Date     Condition        Report By
 CB0207  HISTORY     - UNK      MONUMENTED       CGS
 CB0207  HISTORY     - 1933     GOOD             NGS
 CB0207  HISTORY     - 1935     GOOD             NGS
 CB0207
 CB0207                          STATION DESCRIPTION
 CB0207
 CB0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0207'IN CARLSBAD.
 CB0207'SET VERTICAL IN STEP LEADING TO WHITE WAITING ROOM OF R.R. DEPOT.
 CB0207
 CB0207                          STATION RECOVERY (1935)
 CB0207
 CB0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0172 ***********************************************************************
 AZ0172  DESIGNATION -  R 1100
 AZ0172  PID         -  AZ0172
 AZ0172  STATE/COUNTY-  TX/VAL VERDE
 AZ0172  USGS QUAD   -  DEL RIO NW (1972)
 AZ0172
 AZ0172                         *CURRENT SURVEY CONTROL
 AZ0172  ___________________________________________________________________
 AZ0172* NAD 83(1986)-  29 25 28.     (N)    100 54 24.     (W)     SCALED    
 AZ0172* NAVD 88     -       329.055  (meters)    1079.57   (feet)  POSTED    
 AZ0172  ___________________________________________________________________
 AZ0172  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0172  DYNAMIC HT  -         328.580 (meters)    1078.02  (feet)  COMP
 AZ0172  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0172
 AZ0172  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0172
 AZ0172.The horizontal coordinates were scaled from a topographic map and have
 AZ0172.an estimated accuracy of +/- 6 seconds.
 AZ0172
 AZ0172.The orthometric height was determined by differential leveling
 AZ0172.and adjusted by the National Geodetic Survey in 1992..
 AZ0172.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0172.rate of 1.1 thru 2.0 mm/km.
 AZ0172
 AZ0172.The geoid height was determined by GEOID03.
 AZ0172
 AZ0172.The dynamic height is computed by dividing the NAVD 88
 AZ0172.geopotential number by the normal gravity value computed on the
 AZ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0172.degrees latitude (g = 980.6199 gals.).
 AZ0172
 AZ0172.The modeled gravity was interpolated from observed gravity values.
 AZ0172
 AZ0172;                    North         East    Units  Estimated Accuracy
 AZ0172;SPC TXSC     - 4,177,850.      415,010.      MT  (+/- 180 meters Scaled)
 AZ0172
 AZ0172                          SUPERSEDED SURVEY CONTROL
 AZ0172
 AZ0172  NGVD 29 (??/??/92)  329.012  (m)         1079.43   (f) ADJ UNCH    1 2
 AZ0172
 AZ0172.Superseded values are not recommended for survey control.
 AZ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0172.See file dsdata.txt to determine how the superseded data were derived.
 AZ0172
 AZ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT150565(NAD 83)
 AZ0172_MARKER: DB = BENCH MARK DISK
 AZ0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0172_SP_SET: CULVERT
 AZ0172_STAMPING: R 1100 1957
 AZ0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0172
 AZ0172  HISTORY     - Date     Condition        Report By
 AZ0172  HISTORY     - 1957     MONUMENTED       CGS
 AZ0172  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0172  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0172
 AZ0172                          STATION DESCRIPTION
 AZ0172
 AZ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0172'4.1 MI N FROM DEL RIO.
 AZ0172'ABOUT 4.1 MILES NORTH ALONG U.S. HIGHWAY 277 FROM THE OVERPASS OVER
 AZ0172'THE TEXAS AND NEW ORLEANS RAILROAD AT DEL RIO, 0.25 MILE SOUTH OF THE
 AZ0172'JUNCTION OF U.S. HIGHWAY 90 WEST BOUND, IN THE CENTER OF THE TOP OF
 AZ0172'THE EAST HEAD WALL OF A CONCRETE CULVERT, 18 FEET EAST OF THE CENTER
 AZ0172'LINE OF THE HIGHWAY, 164 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 AZ0172'OF CONCRETE CURBING AROUND A SHADED PATIO OF A ROADSIDE PARK AND ABOUT
 AZ0172'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AZ0172
 AZ0172                          STATION RECOVERY (1972)
 AZ0172
 AZ0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0172'MARK NOT FOUND.
 AZ0172
 AZ0172                          STATION RECOVERY (1981)
 AZ0172
 AZ0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0172'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0467 ***********************************************************************
 CC0467  DESIGNATION -  R 1101
 CC0467  PID         -  CC0467
 CC0467  STATE/COUNTY-  TX/REEVES
 CC0467  USGS QUAD   -  RED BLUFF (1968)
 CC0467
 CC0467                         *CURRENT SURVEY CONTROL
 CC0467  ___________________________________________________________________
 CC0467* NAD 83(1986)-  31 53 46.     (N)    103 57 33.     (W)     SCALED    
 CC0467* NAVD 88     -       872.062  (meters)    2861.09   (feet)  ADJUSTED  
 CC0467  ___________________________________________________________________
 CC0467  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CC0467  DYNAMIC HT  -         870.774 (meters)    2856.86  (feet)  COMP
 CC0467  MODELED GRAV-     979,134.7   (mgal)                       NAVD 88
 CC0467
 CC0467  VERT ORDER  -  FIRST     CLASS II
 CC0467
 CC0467.The horizontal coordinates were scaled from a topographic map and have
 CC0467.an estimated accuracy of +/- 6 seconds.
 CC0467
 CC0467.The orthometric height was determined by differential leveling
 CC0467.and adjusted by the National Geodetic Survey in June 1991..
 CC0467
 CC0467.The geoid height was determined by GEOID03.
 CC0467
 CC0467.The dynamic height is computed by dividing the NAVD 88
 CC0467.geopotential number by the normal gravity value computed on the
 CC0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0467.degrees latitude (g = 980.6199 gals.).
 CC0467
 CC0467.The modeled gravity was interpolated from observed gravity values.
 CC0467
 CC0467;                    North         East    Units  Estimated Accuracy
 CC0467;SPC TX C     - 3,252,750.      357,060.      MT  (+/- 180 meters Scaled)
 CC0467
 CC0467                          SUPERSEDED SURVEY CONTROL
 CC0467
 CC0467  NGVD 29 (??/??/92)  871.584  (m)         2859.52   (f) ADJ UNCH    1 2
 CC0467
 CC0467.Superseded values are not recommended for survey control.
 CC0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0467.See file dsdata.txt to determine how the superseded data were derived.
 CC0467
 CC0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER984293(NAD 83)
 CC0467_MARKER: DB = BENCH MARK DISK
 CC0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0467_STAMPING: R 1101 1957
 CC0467_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0467+STABILITY: SURFACE MOTION
 CC0467
 CC0467  HISTORY     - Date     Condition        Report By
 CC0467  HISTORY     - 1957     MONUMENTED       CGS
 CC0467  HISTORY     - 1981     GOOD             NGS
 CC0467
 CC0467                          STATION DESCRIPTION
 CC0467
 CC0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0467'5.8 MI NW FROM ORLA.
 CC0467'ABOUT 5.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0467'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 64 FEET SOUTHWEST OF
 CC0467'MILEPOST 225, 95 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 53 FEET
 CC0467'NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 285, 1 1/2 FEET
 CC0467'SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, 2 FEET SOUTHEAST OF A
 CC0467'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP
 CC0467'OF A CONCRETE POST PROJECTING 1 FOOT.
 CC0467
 CC0467                          STATION RECOVERY (1981)
 CC0467
 CC0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0467'9.2 KM (5.7 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0467'WITH FARM ROAD 652 IN ORLA, 0.6 KM (0.4 MI) SOUTHWEST OF A GRAVELED
 CC0467'ROAD LEADING NORTHEAST, 16.2 METERS (53.0 FT) NORTHEAST OF THE
 CC0467'CENTERLINE OF THE HIGHWAY, 0.6 METER (2.0 FT) SOUTHEAST OF A 4X4
 CC0467'INCH WOODEN WITNESS POST, AND 0.5 METER (1.5 FT) SOUTHWEST OF A
 CC0467'FENCE.
 CC0467'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CC0467'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0295 ***********************************************************************
 BP0295  DESIGNATION -  R 1102
 BP0295  PID         -  BP0295
 BP0295  STATE/COUNTY-  TX/BREWSTER
 BP0295  USGS QUAD   -  MARATHON (1983)
 BP0295
 BP0295                         *CURRENT SURVEY CONTROL
 BP0295  ___________________________________________________________________
 BP0295* NAD 83(1986)-  30 12 23.     (N)    103 10 48.     (W)     SCALED    
 BP0295* NAVD 88     -      1263.222  (meters)    4144.42   (feet)  ADJUSTED  
 BP0295  ___________________________________________________________________
 BP0295  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BP0295  DYNAMIC HT  -        1261.156 (meters)    4137.64  (feet)  COMP
 BP0295  MODELED GRAV-     978,962.3   (mgal)                       NAVD 88
 BP0295
 BP0295  VERT ORDER  -  FIRST     CLASS II
 BP0295
 BP0295.The horizontal coordinates were scaled from a topographic map and have
 BP0295.an estimated accuracy of +/- 6 seconds.
 BP0295
 BP0295.The orthometric height was determined by differential leveling
 BP0295.and adjusted by the National Geodetic Survey in June 1991..
 BP0295
 BP0295.The geoid height was determined by GEOID03.
 BP0295
 BP0295.The dynamic height is computed by dividing the NAVD 88
 BP0295.geopotential number by the normal gravity value computed on the
 BP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0295.degrees latitude (g = 980.6199 gals.).
 BP0295
 BP0295.The modeled gravity was interpolated from observed gravity values.
 BP0295
 BP0295;                    North         East    Units  Estimated Accuracy
 BP0295;SPC TXSC     - 4,270,200.      197,620.      MT  (+/- 180 meters Scaled)
 BP0295
 BP0295                          SUPERSEDED SURVEY CONTROL
 BP0295
 BP0295  NGVD 29 (??/??/92) 1262.817  (m)         4143.09   (f) ADJ UNCH    1 2
 BP0295
 BP0295.Superseded values are not recommended for survey control.
 BP0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0295.See file dsdata.txt to determine how the superseded data were derived.
 BP0295
 BP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP751430(NAD 83)
 BP0295_MARKER: DB = BENCH MARK DISK
 BP0295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0295_SP_SET: 12 FEET
 BP0295_STAMPING: R 1102 1957
 BP0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0295
 BP0295  HISTORY     - Date     Condition        Report By
 BP0295  HISTORY     - 1957     MONUMENTED       CGS
 BP0295  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0295
 BP0295                          STATION DESCRIPTION
 BP0295
 BP0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0295'4.0 MI E FROM MARATHON.
 BP0295'ABOUT 4.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0295'STATION AT MARATHON, 102 FEET NORTH OF AND ACROSS THE TRACK FROM
 BP0295'MILEPOST 572, 54 FEET NORTH OF THE NORTH RAIL, 6 FEET NORTH OF THE
 BP0295'NORTH RIGHT OF WAY FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 BP0295'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 BP0295'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12 FEET AND
 BP0295'IS ENCASED IN A 8-INCH TILE PROJECTING 1 FOOT.
 BP0295
 BP0295                          STATION RECOVERY (2001)
 BP0295
 BP0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0295'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0364 ***********************************************************************
 BP0364  DESIGNATION -  R 1103
 BP0364  PID         -  BP0364
 BP0364  STATE/COUNTY-  TX/BREWSTER
 BP0364  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0364
 BP0364                         *CURRENT SURVEY CONTROL
 BP0364  ___________________________________________________________________
 BP0364* NAD 83(1986)-  30 21 42.     (N)    103 38 29.     (W)     SCALED    
 BP0364* NAVD 88     -      1366.619  (meters)    4483.65   (feet)  ADJUSTED  
 BP0364  ___________________________________________________________________
 BP0364  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 BP0364  DYNAMIC HT  -        1364.407 (meters)    4476.39  (feet)  COMP
 BP0364  MODELED GRAV-     978,974.6   (mgal)                       NAVD 88
 BP0364
 BP0364  VERT ORDER  -  FIRST     CLASS II
 BP0364
 BP0364.The horizontal coordinates were scaled from a topographic map and have
 BP0364.an estimated accuracy of +/- 6 seconds.
 BP0364
 BP0364.The orthometric height was determined by differential leveling
 BP0364.and adjusted by the National Geodetic Survey in June 1991..
 BP0364
 BP0364.The geoid height was determined by GEOID03.
 BP0364
 BP0364.The dynamic height is computed by dividing the NAVD 88
 BP0364.geopotential number by the normal gravity value computed on the
 BP0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0364.degrees latitude (g = 980.6199 gals.).
 BP0364
 BP0364.The modeled gravity was interpolated from observed gravity values.
 BP0364
 BP0364;                    North         East    Units  Estimated Accuracy
 BP0364;SPC TXSC     - 4,289,070.      153,910.      MT  (+/- 180 meters Scaled)
 BP0364
 BP0364                          SUPERSEDED SURVEY CONTROL
 BP0364
 BP0364  NGVD 29 (??/??/92) 1366.163  (m)         4482.15   (f) ADJ UNCH    1 2
 BP0364
 BP0364.Superseded values are not recommended for survey control.
 BP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0364.See file dsdata.txt to determine how the superseded data were derived.
 BP0364
 BP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP305596(NAD 83)
 BP0364_MARKER: DB = BENCH MARK DISK
 BP0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0364_SP_SET: CULVERT
 BP0364_STAMPING: R 1103 1957
 BP0364_MARK LOGO: CGS   
 BP0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0364
 BP0364  HISTORY     - Date     Condition        Report By
 BP0364  HISTORY     - 1957     MONUMENTED       CGS
 BP0364  HISTORY     - 1966     GOOD             NGS
 BP0364  HISTORY     - 1981     GOOD             NGS
 BP0364
 BP0364                          STATION DESCRIPTION
 BP0364
 BP0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0364'1.2 MI NE FROM ALPINE.
 BP0364'ABOUT 1.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0364'FROM THE STATION AT ALPINE, 151 FEET NORTHEAST OF AND ACROSS THE TRACK
 BP0364'FROM MILEPOST 606, IN THE TOP AND CENTER OF THE SOUTH CONCRETE
 BP0364'HEADWALL OF AN OLD U. S. HIGHWAY 90 CULVERT, 90 FEET NORTH OF THE
 BP0364'NORTH RAIL, 12 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, ABOUT
 BP0364'1 FOOT BELOW THE LEVEL OF THE TRACK, AND 11 PACES NORTHWEST OF A
 BP0364'WATERTANK.
 BP0364
 BP0364                          STATION RECOVERY (1981)
 BP0364
 BP0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0364'RECOVERED IN GOOD CONDITION IN L16713.  NOTE=THE RAILROAD IS NOW THE
 BP0364'SOUTHERN PACIFIC RAILROAD AND THE PAVED ROAD IS NO LONGER U.S. HIGHWAY
 BP0364'90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0094 ***********************************************************************
 BQ0094  DESIGNATION -  R 1104
 BQ0094  PID         -  BQ0094
 BQ0094  STATE/COUNTY-  TX/PRESIDIO
 BQ0094  USGS QUAD   -  BURRO DRAW (1983)
 BQ0094
 BQ0094                         *CURRENT SURVEY CONTROL
 BQ0094  ___________________________________________________________________
 BQ0094* NAD 83(1986)-  30 22 54.     (N)    104 14 16.     (W)     SCALED    
 BQ0094* NAVD 88     -      1493.389  (meters)    4899.56   (feet)  ADJUSTED  
 BQ0094  ___________________________________________________________________
 BQ0094  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BQ0094  DYNAMIC HT  -        1490.883 (meters)    4891.34  (feet)  COMP
 BQ0094  MODELED GRAV-     978,910.8   (mgal)                       NAVD 88
 BQ0094
 BQ0094  VERT ORDER  -  FIRST     CLASS II
 BQ0094
 BQ0094.The horizontal coordinates were scaled from a topographic map and have
 BQ0094.an estimated accuracy of +/- 6 seconds.
 BQ0094
 BQ0094.The orthometric height was determined by differential leveling
 BQ0094.and adjusted by the National Geodetic Survey in June 1991..
 BQ0094
 BQ0094.The geoid height was determined by GEOID03.
 BQ0094
 BQ0094.The dynamic height is computed by dividing the NAVD 88
 BQ0094.geopotential number by the normal gravity value computed on the
 BQ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0094.degrees latitude (g = 980.6199 gals.).
 BQ0094
 BQ0094.The modeled gravity was interpolated from observed gravity values.
 BQ0094
 BQ0094;                    North         East    Units  Estimated Accuracy
 BQ0094;SPC TXSC     - 4,293,710.       96,730.      MT  (+/- 180 meters Scaled)
 BQ0094
 BQ0094                          SUPERSEDED SURVEY CONTROL
 BQ0094
 BQ0094  NGVD 29 (??/??/92) 1492.762  (m)         4897.50   (f) ADJ UNCH    1 2
 BQ0094
 BQ0094.Superseded values are not recommended for survey control.
 BQ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0094.See file dsdata.txt to determine how the superseded data were derived.
 BQ0094
 BQ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP732613(NAD 83)
 BQ0094_MARKER: DB = BENCH MARK DISK
 BQ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0094_STAMPING: R 1104 1957
 BQ0094_MARK LOGO: CGS   
 BQ0094_PROJECTION: PROJECTING 15 CENTIMETERS
 BQ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0094+STABILITY: SURFACE MOTION
 BQ0094
 BQ0094  HISTORY     - Date     Condition        Report By
 BQ0094  HISTORY     - 1957     MONUMENTED       CGS
 BQ0094  HISTORY     - 1981     GOOD             NGS
 BQ0094  HISTORY     - 1989     GOOD             USPSQD
 BQ0094  HISTORY     - 19961009 GOOD             USPSQD
 BQ0094
 BQ0094                          STATION DESCRIPTION
 BQ0094
 BQ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0094'14.3 MI NW FROM MARFA.
 BQ0094'ABOUT 14.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0094'FROM THE STATION AT MARFA, 112 1/2 FEET NORTHWEST OF MILEPOST 647, 39
 BQ0094'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 106 FEET NORTHEAST OF THE CENTER
 BQ0094'LINE OF U.S. HIGHWAY 90, IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET
 BQ0094'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 BQ0094'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BQ0094
 BQ0094                          STATION RECOVERY (1981)
 BQ0094
 BQ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0094'23.0 KM (14.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0094'JUNCTION WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 34.3
 BQ0094'METERS (112.5 FT) NORTHWEST OF RAILROAD MILE POST 647, 32.3 METERS
 BQ0094'(106.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 11.9
 BQ0094'METERS (39.0 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 BQ0094'PACIFIC RAILROAD.
 BQ0094'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0094'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0094
 BQ0094                          STATION RECOVERY (1989)
 BQ0094
 BQ0094'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0094'RECOVERED IN GOOD CONDITION.
 BQ0094
 BQ0094                          STATION RECOVERY (1996)
 BQ0094
 BQ0094'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0135 ***********************************************************************
 BP0135  DESIGNATION -  R 1105
 BP0135  PID         -  BP0135
 BP0135  STATE/COUNTY-  TX/PECOS
 BP0135  USGS QUAD   -  LONGFELLOW (1968)
 BP0135
 BP0135                         *CURRENT SURVEY CONTROL
 BP0135  ___________________________________________________________________
 BP0135* NAD 83(1986)-  30 09 08.     (N)    102 40 56.     (W)     SCALED    
 BP0135* NAVD 88     -      1056.067  (meters)    3464.78   (feet)  ADJUSTED  
 BP0135  ___________________________________________________________________
 BP0135  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BP0135  DYNAMIC HT  -        1054.390 (meters)    3459.28  (feet)  COMP
 BP0135  MODELED GRAV-     979,017.4   (mgal)                       NAVD 88
 BP0135
 BP0135  VERT ORDER  -  FIRST     CLASS II
 BP0135
 BP0135.The horizontal coordinates were scaled from a topographic map and have
 BP0135.an estimated accuracy of +/- 6 seconds.
 BP0135
 BP0135.The orthometric height was determined by differential leveling
 BP0135.and adjusted by the National Geodetic Survey in June 1991..
 BP0135
 BP0135.The geoid height was determined by GEOID03.
 BP0135
 BP0135.The dynamic height is computed by dividing the NAVD 88
 BP0135.geopotential number by the normal gravity value computed on the
 BP0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0135.degrees latitude (g = 980.6199 gals.).
 BP0135
 BP0135.The modeled gravity was interpolated from observed gravity values.
 BP0135
 BP0135;                    North         East    Units  Estimated Accuracy
 BP0135;SPC TX C     - 3,056,220.      473,730.      MT  (+/- 180 meters Scaled)
 BP0135
 BP0135                          SUPERSEDED SURVEY CONTROL
 BP0135
 BP0135  NGVD 29 (??/??/92) 1055.747  (m)         3463.73   (f) ADJ UNCH    1 2
 BP0135
 BP0135.Superseded values are not recommended for survey control.
 BP0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0135.See file dsdata.txt to determine how the superseded data were derived.
 BP0135
 BP0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP232379(NAD 83)
 BP0135_MARKER: DB = BENCH MARK DISK
 BP0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0135_STAMPING: R 1105 1957
 BP0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0135+STABILITY: SURFACE MOTION
 BP0135
 BP0135  HISTORY     - Date     Condition        Report By
 BP0135  HISTORY     - 1957     MONUMENTED       CGS
 BP0135  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0135
 BP0135                          STATION DESCRIPTION
 BP0135
 BP0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0135'2.85 MI W FROM LONGFELLOW.
 BP0135'ABOUT 2.85 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0135'THE SECTION FOREMANS HOUSE AT LONGFELLOW, 79 1/2 FEET NORTHWEST OF AND
 BP0135'ACROSS THE TRACK FROM MILEPOST 535, 27 1/2 FEET NORTHWEST OF THE
 BP0135'NORTHWEST RAIL, 9 1/2 RAILS SOUTHWEST OF THE SOUTHWEST END OF A
 BP0135'TRESTLE, 84 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 20 FEET
 BP0135'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 BP0135'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 BP0135'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BP0135'INCHES.
 BP0135
 BP0135                          STATION RECOVERY (1981)
 BP0135
 BP0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0056 ***********************************************************************
 BP0056  DESIGNATION -  R 1106
 BP0056  PID         -  BP0056
 BP0056  STATE/COUNTY-  TX/TERRELL
 BP0056  USGS QUAD   -  SANDERSON SE (1969)
 BP0056
 BP0056                         *CURRENT SURVEY CONTROL
 BP0056  ___________________________________________________________________
 BP0056* NAD 83(1986)-  30 06 03.     (N)    102 18 38.     (W)     SCALED    
 BP0056* NAVD 88     -       749.646  (meters)    2459.46   (feet)  ADJUSTED  
 BP0056  ___________________________________________________________________
 BP0056  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BP0056  DYNAMIC HT  -         748.507 (meters)    2455.73  (feet)  COMP
 BP0056  MODELED GRAV-     979,097.7   (mgal)                       NAVD 88
 BP0056
 BP0056  VERT ORDER  -  FIRST     CLASS II
 BP0056
 BP0056.The horizontal coordinates were scaled from a topographic map and have
 BP0056.an estimated accuracy of +/- 6 seconds.
 BP0056
 BP0056.The orthometric height was determined by differential leveling
 BP0056.and adjusted by the National Geodetic Survey in June 1991..
 BP0056
 BP0056.The geoid height was determined by GEOID03.
 BP0056
 BP0056.The dynamic height is computed by dividing the NAVD 88
 BP0056.geopotential number by the normal gravity value computed on the
 BP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0056.degrees latitude (g = 980.6199 gals.).
 BP0056
 BP0056.The modeled gravity was interpolated from observed gravity values.
 BP0056
 BP0056;                    North         East    Units  Estimated Accuracy
 BP0056;SPC TXSC     - 4,255,820.      280,960.      MT  (+/- 180 meters Scaled)
 BP0056
 BP0056                          SUPERSEDED SURVEY CONTROL
 BP0056
 BP0056  NGVD 29 (??/??/92)  749.419  (m)         2458.72   (f) ADJ UNCH    1 2
 BP0056
 BP0056.Superseded values are not recommended for survey control.
 BP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0056.See file dsdata.txt to determine how the superseded data were derived.
 BP0056
 BP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP591330(NAD 83)
 BP0056_MARKER: DB = BENCH MARK DISK
 BP0056_SETTING: 66 = SET IN ROCK OUTCROP
 BP0056_SP_SET: ROCK OUTCROP
 BP0056_STAMPING: R 1106 1957
 BP0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0056+STABILITY: POSITION/ELEVATION WELL
 BP0056
 BP0056  HISTORY     - Date     Condition        Report By
 BP0056  HISTORY     - 1957     MONUMENTED       CGS
 BP0056  HISTORY     - 1958     GOOD             NGS
 BP0056
 BP0056                          STATION DESCRIPTION
 BP0056
 BP0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0056'8.7 MI SE FROM SANDERSON.
 BP0056'ABOUT 8.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0056'FROM THE STATION AT SANDERSON, 5 1/2 POLES WEST OF MILEPOST 498, IN
 BP0056'THE TOP OF A ROCK OUTCROP PROJECTING 2 FEET ON THE SOUTH SIDE, 194
 BP0056'FEET NORTH OF THE NORTH RAIL, 3 1/2 RAILS EAST OF THE EAST END OF A
 BP0056'SIDING, 172 FEET WEST OF A TEE FENCE CORNER, 147 FEET NORTH OF A STEEL
 BP0056'GATE IN THE NORTH RIGHT OF WAY FENCE, AND ABOUT 6 FEET ABOVE THE LEVEL
 BP0056'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0226 ***********************************************************************
 BQ0226  DESIGNATION -  R 1108
 BQ0226  PID         -  BQ0226
 BQ0226  STATE/COUNTY-  TX/CULBERSON
 BQ0226  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0226
 BQ0226                         *CURRENT SURVEY CONTROL
 BQ0226  ___________________________________________________________________
 BQ0226* NAD 83(1986)-  30 57 08.     (N)    104 52 31.     (W)     SCALED    
 BQ0226* NAVD 88     -      1256.225  (meters)    4121.46   (feet)  ADJUSTED  
 BQ0226  ___________________________________________________________________
 BQ0226  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0226  DYNAMIC HT  -        1254.237 (meters)    4114.94  (feet)  COMP
 BQ0226  MODELED GRAV-     979,014.9   (mgal)                       NAVD 88
 BQ0226
 BQ0226  VERT ORDER  -  FIRST     CLASS II
 BQ0226
 BQ0226.The horizontal coordinates were scaled from a topographic map and have
 BQ0226.an estimated accuracy of +/- 6 seconds.
 BQ0226
 BQ0226.The orthometric height was determined by differential leveling
 BQ0226.and adjusted by the National Geodetic Survey in June 1991..
 BQ0226
 BQ0226.The geoid height was determined by GEOID03.
 BQ0226
 BQ0226.The dynamic height is computed by dividing the NAVD 88
 BQ0226.geopotential number by the normal gravity value computed on the
 BQ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0226.degrees latitude (g = 980.6199 gals.).
 BQ0226
 BQ0226.The modeled gravity was interpolated from observed gravity values.
 BQ0226
 BQ0226;                    North         East    Units  Estimated Accuracy
 BQ0226;SPC TX C     - 3,151,370.      266,180.      MT  (+/- 180 meters Scaled)
 BQ0226
 BQ0226                          SUPERSEDED SURVEY CONTROL
 BQ0226
 BQ0226  NGVD 29 (??/??/92) 1255.703  (m)         4119.75   (f) ADJ UNCH    1 2
 BQ0226
 BQ0226.Superseded values are not recommended for survey control.
 BQ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0226.See file dsdata.txt to determine how the superseded data were derived.
 BQ0226
 BQ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ119243(NAD 83)
 BQ0226_MARKER: DB = BENCH MARK DISK
 BQ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0226_STAMPING: R 1108 1957
 BQ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0226+STABILITY: SURFACE MOTION
 BQ0226
 BQ0226  HISTORY     - Date     Condition        Report By
 BQ0226  HISTORY     - 1957     MONUMENTED       CGS
 BQ0226
 BQ0226                          STATION DESCRIPTION
 BQ0226
 BQ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0226'7.4 MI NW FROM LOBO.
 BQ0226'ABOUT 7.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0226'FROM THE COUNTY ROAD CROSSING AT LOBO, 104 FEET NORTHWEST OF AND
 BQ0226'ACROSS THE TRACK FROM MILEPOST 703, 48 FEET NORTHWEST OF THE NORTHWEST
 BQ0226'RAIL, 3 FEET NORTHWEST OF A FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN
 BQ0226'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 BQ0226'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0074 ***********************************************************************
 BQ0074  DESIGNATION -  R 1109 RESET 1958
 BQ0074  PID         -  BQ0074
 BQ0074  STATE/COUNTY-  TX/PRESIDIO
 BQ0074  USGS QUAD   -  RYAN (1983)
 BQ0074
 BQ0074                         *CURRENT SURVEY CONTROL
 BQ0074  ___________________________________________________________________
 BQ0074* NAD 83(1986)-  30 28 49.     (N)    104 21 43.     (W)     SCALED    
 BQ0074* NAVD 88     -      1425.293  (meters)    4676.15   (feet)  ADJUSTED  
 BQ0074  ___________________________________________________________________
 BQ0074  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 BQ0074  DYNAMIC HT  -        1422.914 (meters)    4668.34  (feet)  COMP
 BQ0074  MODELED GRAV-     978,922.4   (mgal)                       NAVD 88
 BQ0074
 BQ0074  VERT ORDER  -  FIRST     CLASS II
 BQ0074
 BQ0074.The horizontal coordinates were scaled from a topographic map and have
 BQ0074.an estimated accuracy of +/- 6 seconds.
 BQ0074
 BQ0074.The orthometric height was determined by differential leveling
 BQ0074.and adjusted by the National Geodetic Survey in June 1991..
 BQ0074
 BQ0074.The geoid height was determined by GEOID03.
 BQ0074
 BQ0074.The dynamic height is computed by dividing the NAVD 88
 BQ0074.geopotential number by the normal gravity value computed on the
 BQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0074.degrees latitude (g = 980.6199 gals.).
 BQ0074
 BQ0074.The modeled gravity was interpolated from observed gravity values.
 BQ0074
 BQ0074;                    North         East    Units  Estimated Accuracy
 BQ0074;SPC TXSC     - 4,305,170.       85,300.      MT  (+/- 180 meters Scaled)
 BQ0074
 BQ0074                          SUPERSEDED SURVEY CONTROL
 BQ0074
 BQ0074.No superseded survey control is available for this station.
 BQ0074
 BQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP612721(NAD 83)
 BQ0074_MARKER: DB = BENCH MARK DISK
 BQ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0074_STAMPING: R 1109 RESET 1958
 BQ0074_MARK LOGO: CGS   
 BQ0074_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0074+STABILITY: SURFACE MOTION
 BQ0074
 BQ0074  HISTORY     - Date     Condition        Report By
 BQ0074  HISTORY     - 1958     MONUMENTED       CGS
 BQ0074  HISTORY     - 1981     GOOD             NGS
 BQ0074  HISTORY     - 19961009 GOOD             USPSQD
 BQ0074
 BQ0074                          STATION DESCRIPTION
 BQ0074
 BQ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0074'10.7 MI SE FROM VALENTINE.
 BQ0074'ABOUT 10.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0074'FROM THE STATION AT VALENTINE, 5 1/2 FEET NORTHWEST OF THE 3RD POLE
 BQ0074'NORTHWEST OF MILEPOST 657, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 BQ0074'116 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90, 2 1/2 RAILS
 BQ0074'SOUTHEAST OF A WOODEN BRIDGE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 BQ0074'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BQ0074'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0074
 BQ0074                          STATION RECOVERY (1981)
 BQ0074
 BQ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0074'17.9 KM (11.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0074'IN VALENTINE, 0.2 KM (0.1 MI) NORTHWEST OF RAILROAD MILE POST 657,
 BQ0074'45.7 METERS (150.0 FT) EAST OF THE SOUTHEAST CORNER OF A 5-CHANNEL
 BQ0074'CONCRETE CULVERT, 39.0 METERS (128.0 FT) SOUTH-SOUTHEAST OF THE
 BQ0074'SOUTHWEST CORNER OF A WOODEN RAILROAD BRIDGE, 36.6 METERS (120.0 FT)
 BQ0074'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.1 METERS (43.0 FT)
 BQ0074'SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 0.6
 BQ0074'METER (2.0 FT) SOUTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 BQ0074'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0074'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0074
 BQ0074                          STATION RECOVERY (1996)
 BQ0074
 BQ0074'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0184 ***********************************************************************
 AZ0184  DESIGNATION -  R 1110
 AZ0184  PID         -  AZ0184
 AZ0184  STATE/COUNTY-  TX/VAL VERDE
 AZ0184  USGS QUAD   -  DEL RIO SW (1972)
 AZ0184
 AZ0184                         *CURRENT SURVEY CONTROL
 AZ0184  ___________________________________________________________________
 AZ0184* NAD 83(1986)-  29 21 25.     (N)    100 56 24.     (W)     SCALED    
 AZ0184* NAVD 88     -       279.174  (meters)     915.92   (feet)  POSTED    
 AZ0184  ___________________________________________________________________
 AZ0184  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AZ0184  DYNAMIC HT  -         278.770 (meters)     914.60  (feet)  COMP
 AZ0184  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 AZ0184
 AZ0184  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0184
 AZ0184.The horizontal coordinates were scaled from a topographic map and have
 AZ0184.an estimated accuracy of +/- 6 seconds.
 AZ0184
 AZ0184.The orthometric height was determined by differential leveling
 AZ0184.and adjusted by the National Geodetic Survey in 1992..
 AZ0184.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0184.rate of 0.0 thru 1.0 mm/km.
 AZ0184
 AZ0184.The geoid height was determined by GEOID03.
 AZ0184
 AZ0184.The dynamic height is computed by dividing the NAVD 88
 AZ0184.geopotential number by the normal gravity value computed on the
 AZ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0184.degrees latitude (g = 980.6199 gals.).
 AZ0184
 AZ0184.The modeled gravity was interpolated from observed gravity values.
 AZ0184
 AZ0184;                    North         East    Units  Estimated Accuracy
 AZ0184;SPC TXSC     - 4,170,420.      411,660.      MT  (+/- 180 meters Scaled)
 AZ0184
 AZ0184                          SUPERSEDED SURVEY CONTROL
 AZ0184
 AZ0184  NGVD 29 (??/??/92)  279.127  (m)          915.77   (f) ADJ UNCH    1 2
 AZ0184
 AZ0184.Superseded values are not recommended for survey control.
 AZ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0184.See file dsdata.txt to determine how the superseded data were derived.
 AZ0184
 AZ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT116490(NAD 83)
 AZ0184_MARKER: DB = BENCH MARK DISK
 AZ0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0184_SP_SET: ABUTMENT
 AZ0184_STAMPING: R 1110 1957
 AZ0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0184
 AZ0184  HISTORY     - Date     Condition        Report By
 AZ0184  HISTORY     - 1957     MONUMENTED       CGS
 AZ0184  HISTORY     - 1958     GOOD             NGS
 AZ0184  HISTORY     - 19980805 GOOD             USPSQD
 AZ0184
 AZ0184                          STATION DESCRIPTION
 AZ0184
 AZ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0184'2.4 MI W FROM DEL RIO.
 AZ0184'ABOUT 2.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0184'STATION AT DEL RIO, 21 FEET NORTH OF MILEPOST 381, IN THE TOP OF THE
 AZ0184'SOUTH END OF THE EAST CONCRETE ABUTMENT OF A LARGE STEEL GIRDER
 AZ0184'BRIDGE, 6 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 6 FEET BELOW THE
 AZ0184'LEVEL OF THE TRACK.
 AZ0184
 AZ0184                          STATION RECOVERY (1998)
 AZ0184
 AZ0184'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0250 ***********************************************************************
 AZ0250  DESIGNATION -  R 1111
 AZ0250  PID         -  AZ0250
 AZ0250  STATE/COUNTY-  TX/VAL VERDE
 AZ0250  USGS QUAD   -  SEMINOLE CANYON (1972)
 AZ0250
 AZ0250                         *CURRENT SURVEY CONTROL
 AZ0250  ___________________________________________________________________
 AZ0250* NAD 83(1986)-  29 44 33.     (N)    101 15 14.     (W)     SCALED    
 AZ0250* NAVD 88     -       491.453  (meters)    1612.38   (feet)  ADJUSTED  
 AZ0250  ___________________________________________________________________
 AZ0250  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AZ0250  DYNAMIC HT  -         490.733 (meters)    1610.01  (feet)  COMP
 AZ0250  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AZ0250
 AZ0250  VERT ORDER  -  FIRST     CLASS II
 AZ0250
 AZ0250.The horizontal coordinates were scaled from a topographic map and have
 AZ0250.an estimated accuracy of +/- 6 seconds.
 AZ0250
 AZ0250.The orthometric height was determined by differential leveling
 AZ0250.and adjusted by the National Geodetic Survey in June 1991..
 AZ0250
 AZ0250.The geoid height was determined by GEOID03.
 AZ0250
 AZ0250.The dynamic height is computed by dividing the NAVD 88
 AZ0250.geopotential number by the normal gravity value computed on the
 AZ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0250.degrees latitude (g = 980.6199 gals.).
 AZ0250
 AZ0250.The modeled gravity was interpolated from observed gravity values.
 AZ0250
 AZ0250;                    North         East    Units  Estimated Accuracy
 AZ0250;SPC TXSC     - 4,213,690.      382,010.      MT  (+/- 180 meters Scaled)
 AZ0250
 AZ0250                          SUPERSEDED SURVEY CONTROL
 AZ0250
 AZ0250  NGVD 29 (??/??/92)  491.332  (m)         1611.98   (f) ADJ UNCH    1 2
 AZ0250
 AZ0250.Superseded values are not recommended for survey control.
 AZ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0250.See file dsdata.txt to determine how the superseded data were derived.
 AZ0250
 AZ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT820923(NAD 83)
 AZ0250_MARKER: DB = BENCH MARK DISK
 AZ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0250_STAMPING: R 1111 1917
 AZ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0250+STABILITY: SURFACE MOTION
 AZ0250
 AZ0250  HISTORY     - Date     Condition        Report By
 AZ0250  HISTORY     - 1917     MONUMENTED       CGS
 AZ0250  HISTORY     - 1958     GOOD             NGS
 AZ0250  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0250
 AZ0250                          STATION DESCRIPTION
 AZ0250
 AZ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0250'7.3 MI NW FROM COMSTOCK.
 AZ0250'ABOUT 7.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0250'FROM THE STATION AT COMSTOCK, 8 FEET WEST-SOUTHWEST OF THE 3RD POLE
 AZ0250'SOUTH-SOUTHEAST OF MILEPOST 421, 48 FEET WEST-SOUTHWEST OF THE NEAR
 AZ0250'RAIL OF THE MAIN TRACK, 2 POLES NORTHWEST OF THE LULL SIDING SIGN, 2
 AZ0250'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 AZ0250'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AZ0250
 AZ0250                          STATION RECOVERY (1998)
 AZ0250
 AZ0250'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0283 ***********************************************************************
 AZ0283  DESIGNATION -  R 1112
 AZ0283  PID         -  AZ0283
 AZ0283  STATE/COUNTY-  TX/VAL VERDE
 AZ0283  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0283
 AZ0283                         *CURRENT SURVEY CONTROL
 AZ0283  ___________________________________________________________________
 AZ0283* NAD 83(1986)-  29 28 42.     (N)    101 02 46.     (W)     SCALED    
 AZ0283* NAVD 88     -       297.605  (meters)     976.39   (feet)  POSTED    
 AZ0283  ___________________________________________________________________
 AZ0283  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AZ0283  DYNAMIC HT  -         297.170 (meters)     974.97  (feet)  COMP
 AZ0283  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 AZ0283
 AZ0283  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0283
 AZ0283.The horizontal coordinates were scaled from a topographic map and have
 AZ0283.an estimated accuracy of +/- 6 seconds.
 AZ0283
 AZ0283.The orthometric height was determined by differential leveling
 AZ0283.and adjusted by the National Geodetic Survey in 1992..
 AZ0283.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0283.rate of 0.0 thru 1.0 mm/km.
 AZ0283
 AZ0283.The geoid height was determined by GEOID03.
 AZ0283
 AZ0283.The dynamic height is computed by dividing the NAVD 88
 AZ0283.geopotential number by the normal gravity value computed on the
 AZ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0283.degrees latitude (g = 980.6199 gals.).
 AZ0283
 AZ0283.The modeled gravity was interpolated from observed gravity values.
 AZ0283
 AZ0283;                    North         East    Units  Estimated Accuracy
 AZ0283;SPC TXSC     - 4,184,050.      401,590.      MT  (+/- 180 meters Scaled)
 AZ0283
 AZ0283                          SUPERSEDED SURVEY CONTROL
 AZ0283
 AZ0283  NGVD 29 (??/??/92)  297.535  (m)          976.16   (f) ADJ UNCH    1 2
 AZ0283
 AZ0283.Superseded values are not recommended for survey control.
 AZ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0283.See file dsdata.txt to determine how the superseded data were derived.
 AZ0283
 AZ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT016627(NAD 83)
 AZ0283_MARKER: DB = BENCH MARK DISK
 AZ0283_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0283_SP_SET: LEDGE
 AZ0283_STAMPING: R 1112 1957
 AZ0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0283+STABILITY: POSITION/ELEVATION WELL
 AZ0283
 AZ0283  HISTORY     - Date     Condition        Report By
 AZ0283  HISTORY     - 1957     MONUMENTED       CGS
 AZ0283  HISTORY     - 1958     GOOD             NGS
 AZ0283  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0283
 AZ0283                          STATION DESCRIPTION
 AZ0283
 AZ0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0283'15.4 MI NW FROM DEL RIO.
 AZ0283'ABOUT 15.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0283'FROM THE STATION AT DEL RIO, 28 1/2 FEET NORTH-NORTHEAST OF MILEPOST
 AZ0283'394, IN THE TOP OF THE NORTHEAST POINT OF A ROCK LEDGE, 14 FEET
 AZ0283'SOUTH-SOUTHEAST OF THE NEAR RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF
 AZ0283'THE TRACK.  NOTE-- AREA UNDER WATER.
 AZ0283
 AZ0283                          STATION RECOVERY (1972)
 AZ0283
 AZ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0349 ***********************************************************************
 AZ0349  DESIGNATION -  R 1113
 AZ0349  PID         -  AZ0349
 AZ0349  STATE/COUNTY-  TX/VAL VERDE
 AZ0349  USGS QUAD   -  PUMPVILLE (1980)
 AZ0349
 AZ0349                         *CURRENT SURVEY CONTROL
 AZ0349  ___________________________________________________________________
 AZ0349* NAD 83(1986)-  29 55 16.     (N)    101 41 34.     (W)     SCALED    
 AZ0349* NAVD 88     -       525.541  (meters)    1724.21   (feet)  ADJUSTED  
 AZ0349  ___________________________________________________________________
 AZ0349  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AZ0349  DYNAMIC HT  -         524.757 (meters)    1721.64  (feet)  COMP
 AZ0349  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 AZ0349
 AZ0349  VERT ORDER  -  FIRST     CLASS II
 AZ0349
 AZ0349.The horizontal coordinates were scaled from a topographic map and have
 AZ0349.an estimated accuracy of +/- 6 seconds.
 AZ0349
 AZ0349.The orthometric height was determined by differential leveling
 AZ0349.and adjusted by the National Geodetic Survey in June 1991..
 AZ0349
 AZ0349.The geoid height was determined by GEOID03.
 AZ0349
 AZ0349.The dynamic height is computed by dividing the NAVD 88
 AZ0349.geopotential number by the normal gravity value computed on the
 AZ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0349.degrees latitude (g = 980.6199 gals.).
 AZ0349
 AZ0349.The modeled gravity was interpolated from observed gravity values.
 AZ0349
 AZ0349;                    North         East    Units  Estimated Accuracy
 AZ0349;SPC TXSC     - 4,234,380.      340,020.      MT  (+/- 180 meters Scaled)
 AZ0349
 AZ0349                          SUPERSEDED SURVEY CONTROL
 AZ0349
 AZ0349  NGVD 29 (??/??/92)  525.396  (m)         1723.74   (f) ADJ UNCH    1 2
 AZ0349
 AZ0349.Superseded values are not recommended for survey control.
 AZ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0349.See file dsdata.txt to determine how the superseded data were derived.
 AZ0349
 AZ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU400130(NAD 83)
 AZ0349_MARKER: DB = BENCH MARK DISK
 AZ0349_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0349_SP_SET: OUTCROP
 AZ0349_STAMPING: R 1113 1957
 AZ0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0349+STABILITY: POSITION/ELEVATION WELL
 AZ0349
 AZ0349  HISTORY     - Date     Condition        Report By
 AZ0349  HISTORY     - 1957     MONUMENTED       CGS
 AZ0349  HISTORY     - 1958     GOOD             NGS
 AZ0349
 AZ0349                          STATION DESCRIPTION
 AZ0349
 AZ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0349'10.8 MI NW FROM LANGTRY.
 AZ0349'ABOUT 10.8 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0349'FROM THE STATION AT LANGTRY, 3 FEET SOUTHEAST OF THE 10TH POLE
 AZ0349'SOUTHEAST OF MILEPOST 454, IN THE TOP OF A FLAT ROCK OUTCROP, 76 1/2
 AZ0349'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 POLE SOUTHEAST OF A WASH, 21
 AZ0349'FEET NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE, AND ABOUT 2 1/2
 AZ0349'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0434 ***********************************************************************
 BP0434  DESIGNATION -  R 1114
 BP0434  PID         -  BP0434
 BP0434  STATE/COUNTY-  TX/JEFF DAVIS
 BP0434  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0434
 BP0434                         *CURRENT SURVEY CONTROL
 BP0434  ___________________________________________________________________
 BP0434* NAD 83(1986)-  30 31 40.     (N)    103 46 46.     (W)     SCALED    
 BP0434* NAVD 88     -      1380.890  (meters)    4530.47   (feet)  ADJUSTED  
 BP0434  ___________________________________________________________________
 BP0434  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 BP0434  DYNAMIC HT  -        1378.671 (meters)    4523.19  (feet)  COMP
 BP0434  MODELED GRAV-     978,985.6   (mgal)                       NAVD 88
 BP0434  OBS GRAVITY -     978,988.1   (mgal)                       GRAV_OBS
 BP0434
 BP0434  VERT ORDER  -  FIRST     CLASS I
 BP0434
 BP0434.The horizontal coordinates were scaled from a topographic map and have
 BP0434.an estimated accuracy of +/- 6 seconds.
 BP0434
 BP0434.The orthometric height was determined by differential leveling
 BP0434.and adjusted by the National Geodetic Survey in June 1991..
 BP0434
 BP0434.The geoid height was determined by GEOID03.
 BP0434
 BP0434.The dynamic height is computed by dividing the NAVD 88
 BP0434.geopotential number by the normal gravity value computed on the
 BP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0434.degrees latitude (g = 980.6199 gals.).
 BP0434
 BP0434.The modeled gravity was interpolated from observed gravity values.
 BP0434.The observed gravity was obtained from relative gravimeter ties
 BP0434.to the IGSN71 gravity network.
 BP0434
 BP0434;                    North         East    Units  Estimated Accuracy
 BP0434;SPC TX C     - 3,100,580.      369,350.      MT  (+/- 180 meters Scaled)
 BP0434
 BP0434                          SUPERSEDED SURVEY CONTROL
 BP0434
 BP0434  NGVD 29 (??/??/92) 1380.409  (m)         4528.89   (f) ADJ UNCH    1 1
 BP0434
 BP0434.Superseded values are not recommended for survey control.
 BP0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0434.See file dsdata.txt to determine how the superseded data were derived.
 BP0434
 BP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP170779(NAD 83)
 BP0434_MARKER: DB = BENCH MARK DISK
 BP0434_SETTING: 66 = SET IN ROCK OUTCROP
 BP0434_SP_SET: ROCK OUTCROP
 BP0434_STAMPING: R 1114 1958
 BP0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0434+STABILITY: POSITION/ELEVATION WELL
 BP0434
 BP0434  HISTORY     - Date     Condition        Report By
 BP0434  HISTORY     - 1958     MONUMENTED       CGS
 BP0434  HISTORY     - 1977     GOOD             NGS
 BP0434  HISTORY     - 1988     GOOD             USPSQD
 BP0434  HISTORY     - 1989     GOOD             USPSQD
 BP0434  HISTORY     - 19961007 GOOD             USPSQD
 BP0434  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0434
 BP0434                          STATION DESCRIPTION
 BP0434
 BP0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0434'9.65 MI SE FROM FORT DAVIS.
 BP0434'ABOUT 9.65 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0434'COURTHOUSE AT FORT DAVIS, IN THE TOP OF A ROCK OUTCROP, 82 FEET
 BP0434'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.25 MILE SOUTHEAST
 BP0434'OF A CURVE AND AT THE CREST OF A HILL, 105 YARDS WEST-NORTH-WEST OF
 BP0434'THE NORTHWEST END OF A CONCRETE BRIDGE, 155 FEET SOUTHEAST OF A POWER
 BP0434'POLE, 97 FEET SOUTH-SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE
 BP0434'NORTHWEST END OF A STONE GUARD RAIL, 32 FEET SOUTH-SOUTHWEST OF A
 BP0434'FENCE, 2 INCHES SOUTHEAST OF A HIGHER PORTION OF THE OUTCROP WHICH
 BP0434'PROJECTS 1 1/2 FEET ABOVE THE GROUND, ABOUT FLUSH WITH THE GROUND, AND
 BP0434'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0434
 BP0434                          STATION RECOVERY (1977)
 BP0434
 BP0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0434'RECOVERED IN GOOD CONDITION.
 BP0434
 BP0434                          STATION RECOVERY (1988)
 BP0434
 BP0434'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0434'RECOVERED IN GOOD CONDITION.
 BP0434
 BP0434                          STATION RECOVERY (1989)
 BP0434
 BP0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0434'RECOVERED IN GOOD CONDITION.
 BP0434
 BP0434                          STATION RECOVERY (1996)
 BP0434
 BP0434'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0434'RECOVERED IN GOOD CONDITION.
 BP0434
 BP0434                          STATION RECOVERY (2003)
 BP0434
 BP0434'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0482 ***********************************************************************
 BP0482  DESIGNATION -  R 1115
 BP0482  PID         -  BP0482
 BP0482  STATE/COUNTY-  TX/JEFF DAVIS
 BP0482  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0482
 BP0482                         *CURRENT SURVEY CONTROL
 BP0482  ___________________________________________________________________
 BP0482* NAD 83(1986)-  30 48 44.     (N)    103 45 29.     (W)     SCALED    
 BP0482* NAVD 88     -      1239.543  (meters)    4066.73   (feet)  POSTED    
 BP0482  ___________________________________________________________________
 BP0482  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BP0482  DYNAMIC HT  -        1237.590 (meters)    4060.33  (feet)  COMP
 BP0482  MODELED GRAV-     979,018.4   (mgal)                       NAVD 88
 BP0482
 BP0482  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0482
 BP0482.The horizontal coordinates were scaled from a topographic map and have
 BP0482.an estimated accuracy of +/- 6 seconds.
 BP0482
 BP0482.The orthometric height was determined by differential leveling
 BP0482.and adjusted by the National Geodetic Survey in 1992..
 BP0482.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0482.rate of 2.1 thru 3.0 mm/km.
 BP0482
 BP0482.The geoid height was determined by GEOID03.
 BP0482
 BP0482.The dynamic height is computed by dividing the NAVD 88
 BP0482.geopotential number by the normal gravity value computed on the
 BP0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0482.degrees latitude (g = 980.6199 gals.).
 BP0482
 BP0482.The modeled gravity was interpolated from observed gravity values.
 BP0482
 BP0482;                    North         East    Units  Estimated Accuracy
 BP0482;SPC TX C     - 3,132,030.      372,370.      MT  (+/- 180 meters Scaled)
 BP0482
 BP0482                          SUPERSEDED SURVEY CONTROL
 BP0482
 BP0482  NGVD 29 (??/??/92) 1239.114  (m)         4065.33   (f) ADJ UNCH    2 0
 BP0482
 BP0482.Superseded values are not recommended for survey control.
 BP0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0482.See file dsdata.txt to determine how the superseded data were derived.
 BP0482
 BP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ188094(NAD 83)
 BP0482_MARKER: DB = BENCH MARK DISK
 BP0482_SETTING: 66 = SET IN ROCK OUTCROP
 BP0482_SP_SET: ROCK OUTCROP
 BP0482_STAMPING: R 1115 1958
 BP0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0482+STABILITY: POSITION/ELEVATION WELL
 BP0482
 BP0482  HISTORY     - Date     Condition        Report By
 BP0482  HISTORY     - 1958     MONUMENTED       CGS
 BP0482  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0482  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0482
 BP0482                          STATION DESCRIPTION
 BP0482
 BP0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0482'10.55 MI S FROM TOYAHVALE.
 BP0482'ABOUT 10.55 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0482'TOYAHVALE, IN THE TOP OF A ROCK OUTCROP, 217 FEET NORTHEAST OF THE
 BP0482'CENTER LINE OF THE HIGHWAY, 0.5 MILE NORTHWEST OF THE CREST OF A LONG
 BP0482'HILL, 123 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED WASH, 161
 BP0482'FEET NORTH-NORTHEAST OF A TELEPHONE POLE NUMBER 515, 6 FEET NORTHWEST
 BP0482'OF A LARGE BOULDER ON WHICH B M IS PAINTED IN WHITE PAINT, 5 INCHES
 BP0482'ABOVE THE GROUND, AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BP0482
 BP0482                          STATION RECOVERY (1989)
 BP0482
 BP0482'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0482'MARK NOT FOUND.
 BP0482
 BP0482                          STATION RECOVERY (1996)
 BP0482
 BP0482'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0369 ***********************************************************************
 BO0369  DESIGNATION -  R 1116
 BO0369  PID         -  BO0369
 BO0369  STATE/COUNTY-  TX/TERRELL
 BO0369  USGS QUAD   -  HORSEHEAD CANYON (1967)
 BO0369
 BO0369                         *CURRENT SURVEY CONTROL
 BO0369  ___________________________________________________________________
 BO0369* NAD 83(1986)-  30 37 24.     (N)    101 55 31.     (W)     SCALED    
 BO0369* NAVD 88     -       825.898  (meters)    2709.63   (feet)  ADJUSTED  
 BO0369  ___________________________________________________________________
 BO0369  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BO0369  DYNAMIC HT  -         824.669 (meters)    2705.60  (feet)  COMP
 BO0369  MODELED GRAV-     979,125.5   (mgal)                       NAVD 88
 BO0369
 BO0369  VERT ORDER  -  SECOND    CLASS 0
 BO0369
 BO0369.The horizontal coordinates were scaled from a topographic map and have
 BO0369.an estimated accuracy of +/- 6 seconds.
 BO0369
 BO0369.The orthometric height was determined by differential leveling
 BO0369.and adjusted by the National Geodetic Survey in June 1991..
 BO0369
 BO0369.The geoid height was determined by GEOID03.
 BO0369
 BO0369.The dynamic height is computed by dividing the NAVD 88
 BO0369.geopotential number by the normal gravity value computed on the
 BO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0369.degrees latitude (g = 980.6199 gals.).
 BO0369
 BO0369.The modeled gravity was interpolated from observed gravity values.
 BO0369
 BO0369;                    North         East    Units  Estimated Accuracy
 BO0369;SPC TXSC     - 4,312,740.      319,530.      MT  (+/- 180 meters Scaled)
 BO0369
 BO0369                          SUPERSEDED SURVEY CONTROL
 BO0369
 BO0369  NGVD 29 (??/??/92)  825.652  (m)         2708.83   (f) ADJ UNCH    2 0
 BO0369
 BO0369.Superseded values are not recommended for survey control.
 BO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0369.See file dsdata.txt to determine how the superseded data were derived.
 BO0369
 BO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU195915(NAD 83)
 BO0369_MARKER: DB = BENCH MARK DISK
 BO0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0369_STAMPING: R 1116 1958
 BO0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0369+STABILITY: SURFACE MOTION
 BO0369
 BO0369  HISTORY     - Date     Condition        Report By
 BO0369  HISTORY     - 1958     MONUMENTED       CGS
 BO0369
 BO0369                          STATION DESCRIPTION
 BO0369
 BO0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0369'8.85 MI SW FROM SHEFFIELD.
 BO0369'ABOUT 8.85 MILES SOUTHWEST ALONG STATE HIGHWAY 349 FROM THE POST
 BO0369'OFFICE AT SHEFFIELD, 66 1/2 FEET WEST OF THE CENTER LINE OF THE
 BO0369'HIGHWAY, ABOUT 0.1 MILE NORTHWEST OF AND ACROSS THE HIGHWAY FROM A
 BO0369'LARGE PIT, 52 FEET WEST OF THE WEST END OF A CATTLE GUARD, 1 1/2 FEET
 BO0369'SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN
 BO0369'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0430 ***********************************************************************
 CD0430  DESIGNATION -  R 1117
 CD0430  PID         -  CD0430
 CD0430  STATE/COUNTY-  TX/HUDSPETH
 CD0430  USGS QUAD   -  SALT FLAT (1984)
 CD0430
 CD0430                         *CURRENT SURVEY CONTROL
 CD0430  ___________________________________________________________________
 CD0430* NAD 83(1986)-  31 44 42.     (N)    105 04 00.     (W)     SCALED    
 CD0430* NAVD 88     -      1114.146  (meters)    3655.33   (feet)  ADJUSTED  
 CD0430  ___________________________________________________________________
 CD0430  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 CD0430  DYNAMIC HT  -        1112.493 (meters)    3649.90  (feet)  COMP
 CD0430  MODELED GRAV-     979,118.0   (mgal)                       NAVD 88
 CD0430
 CD0430  VERT ORDER  -  FIRST     CLASS I
 CD0430
 CD0430.The horizontal coordinates were scaled from a topographic map and have
 CD0430.an estimated accuracy of +/- 6 seconds.
 CD0430
 CD0430.The orthometric height was determined by differential leveling
 CD0430.and adjusted by the National Geodetic Survey in June 1991..
 CD0430
 CD0430.The geoid height was determined by GEOID03.
 CD0430
 CD0430.The dynamic height is computed by dividing the NAVD 88
 CD0430.geopotential number by the normal gravity value computed on the
 CD0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0430.degrees latitude (g = 980.6199 gals.).
 CD0430
 CD0430.The modeled gravity was interpolated from observed gravity values.
 CD0430
 CD0430;                    North         East    Units  Estimated Accuracy
 CD0430;SPC TX C     - 3,239,940.      251,650.      MT  (+/- 180 meters Scaled)
 CD0430
 CD0430                          SUPERSEDED SURVEY CONTROL
 CD0430
 CD0430  NGVD 29 (??/??/92) 1113.639  (m)         3653.66   (f) ADJ UNCH    1 1
 CD0430
 CD0430.Superseded values are not recommended for survey control.
 CD0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0430.See file dsdata.txt to determine how the superseded data were derived.
 CD0430
 CD0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR936121(NAD 83)
 CD0430_MARKER: DB = BENCH MARK DISK
 CD0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0430_STAMPING: R 1117 1958
 CD0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0430+STABILITY: SURFACE MOTION
 CD0430
 CD0430  HISTORY     - Date     Condition        Report By
 CD0430  HISTORY     - 1958     MONUMENTED       CGS
 CD0430  HISTORY     - 1976     GOOD             NGS
 CD0430  HISTORY     - 1977     GOOD             NGS
 CD0430
 CD0430                          STATION DESCRIPTION
 CD0430
 CD0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0430'80.4 MI E FROM EL PASO.
 CD0430'ABOUT 80.4 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0430'OF LOOP 16 AT EL PASO, 75 FEET SOUTH OF THE CENTER LINE OF THE
 CD0430'HIGHWAY, ABOUT 0.95 MILES EAST OF THE SALT FLAT AIRPORT, 4 1/2 FEET
 CD0430'NORTHWEST OF THE NORTHWEST CORNER OF A BOARD FENCE AROUND 3 SHUTOFF
 CD0430'VALVES OF A PIPE LINE, 6 FEET WEST OF A TELEPHONE POLE AND IN LINE
 CD0430'WITH THE ROW OF POLES, 3 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 CD0430'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF
 CD0430'A CONCRETE POST PROJECTING 5 INCHES.
 CD0430
 CD0430                          STATION RECOVERY (1976)
 CD0430
 CD0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0430'RECOVERED IN GOOD CONDITION.
 CD0430
 CD0430                          STATION RECOVERY (1977)
 CD0430
 CD0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0430'22.6 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0430'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, ALSO 1.5 MILES
 CD0430'EAST OF THE POST OFFICE AT SALT FLAT, 75 FT. SOUTH OF THE CENTER
 CD0430'LINE OF THE HIGHWAY, 29 FT. NORTH OF THE RIGHT OF WAY FENCE, 7 FT.
 CD0430'WEST TELEPHONE POLE NUMBER 80-27, NOTE =WITNESS POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0058 ***********************************************************************
 CE0058  DESIGNATION -  R 1118
 CE0058  PID         -  CE0058
 CE0058  STATE/COUNTY-  TX/EL PASO
 CE0058  USGS QUAD   -  SMELTERTOWN (1994)
 CE0058
 CE0058                         *CURRENT SURVEY CONTROL
 CE0058  ___________________________________________________________________
 CE0058* NAD 83(1986)-  31 46 31.     (N)    106 30 15.     (W)     SCALED    
 CE0058* NAVD 88     -      1197.280  (meters)    3928.08   (feet)  ADJUSTED  
 CE0058  ___________________________________________________________________
 CE0058  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0058  DYNAMIC HT  -        1195.493 (meters)    3922.21  (feet)  COMP
 CE0058  MODELED GRAV-     979,105.9   (mgal)                       NAVD 88
 CE0058
 CE0058  VERT ORDER  -  FIRST     CLASS II
 CE0058
 CE0058.The horizontal coordinates were scaled from a topographic map and have
 CE0058.an estimated accuracy of +/- 6 seconds.
 CE0058
 CE0058.The orthometric height was determined by differential leveling
 CE0058.and adjusted by the National Geodetic Survey in June 1991..
 CE0058
 CE0058.The geoid height was determined by GEOID03.
 CE0058
 CE0058.The dynamic height is computed by dividing the NAVD 88
 CE0058.geopotential number by the normal gravity value computed on the
 CE0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0058.degrees latitude (g = 980.6199 gals.).
 CE0058
 CE0058.The modeled gravity was interpolated from observed gravity values.
 CE0058
 CE0058;                    North         East    Units  Estimated Accuracy
 CE0058;SPC TX C     - 3,249,970.      115,800.      MT  (+/- 180 meters Scaled)
 CE0058
 CE0058                          SUPERSEDED SURVEY CONTROL
 CE0058
 CE0058  NGVD 29 (??/??/92) 1196.745  (m)         3926.32   (f) ADJ UNCH    1 2
 CE0058
 CE0058.Superseded values are not recommended for survey control.
 CE0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0058.See file dsdata.txt to determine how the superseded data were derived.
 CE0058
 CE0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR575165(NAD 83)
 CE0058_MARKER: DB = BENCH MARK DISK
 CE0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0058_SP_SET: STONE
 CE0058_STAMPING: R 1118 1958
 CE0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0058+STABILITY: SURFACE MOTION
 CE0058
 CE0058  HISTORY     - Date     Condition        Report By
 CE0058  HISTORY     - 1958     MONUMENTED       CGS
 CE0058  HISTORY     - 19951227 MARK NOT FOUND   USPSQD
 CE0058
 CE0058                          STATION DESCRIPTION
 CE0058
 CE0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0058'IN EL PASO.
 CE0058'AT EL PASO, AT THE TEXAS WESTERN COLLEGE, SET VERTICALLY IN THE EAST
 CE0058'STONE FACE OF THE GYMNASIUM, 8 FEET SOUTH OF THE CENTER OF THE MOST
 CE0058'NORTHERLY ONE OF THE TWO EAST ENTRANCES TO THE BUILDING, 1 1/2 FEET
 CE0058'ABOVE THE LEVEL OF THE GROUND.
 CE0058
 CE0058                          STATION RECOVERY (1995)
 CE0058
 CE0058'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0470 ***********************************************************************
 CD0470  DESIGNATION -  R 1119
 CD0470  PID         -  CD0470
 CD0470  STATE/COUNTY-  TX/HUDSPETH
 CD0470  USGS QUAD   -  DELL CITY (1984)
 CD0470
 CD0470                         *CURRENT SURVEY CONTROL
 CD0470  ___________________________________________________________________
 CD0470* NAD 83(1986)-  31 52 37.     (N)    105 13 10.     (W)     SCALED    
 CD0470* NAVD 88     -      1139.893  (meters)    3739.80   (feet)  POSTED    
 CD0470  ___________________________________________________________________
 CD0470  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0470  DYNAMIC HT  -        1138.210 (meters)    3734.28  (feet)  COMP
 CD0470  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 CD0470
 CD0470  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CD0470
 CD0470.The horizontal coordinates were scaled from a topographic map and have
 CD0470.an estimated accuracy of +/- 6 seconds.
 CD0470
 CD0470.The orthometric height was determined by differential leveling
 CD0470.and adjusted by the National Geodetic Survey in 1992..
 CD0470.No vertical observational check was made to the station.
 CD0470.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CD0470.was located on a no-check spur therefore a value was not computed.
 CD0470
 CD0470.The geoid height was determined by GEOID03.
 CD0470
 CD0470.The dynamic height is computed by dividing the NAVD 88
 CD0470.geopotential number by the normal gravity value computed on the
 CD0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0470.degrees latitude (g = 980.6199 gals.).
 CD0470
 CD0470.The modeled gravity was interpolated from observed gravity values.
 CD0470
 CD0470;                    North         East    Units  Estimated Accuracy
 CD0470;SPC TX C     - 3,255,180.      237,830.      MT  (+/- 180 meters Scaled)
 CD0470
 CD0470                          SUPERSEDED SURVEY CONTROL
 CD0470
 CD0470  NGVD 29 (??/??/92) 1139.393  (m)         3738.16   (f) ADJ UNCH    2 0
 CD0470
 CD0470.Superseded values are not recommended for survey control.
 CD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0470.See file dsdata.txt to determine how the superseded data were derived.
 CD0470
 CD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR792268(NAD 83)
 CD0470_MARKER: DB = BENCH MARK DISK
 CD0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0470_STAMPING: R 1119 1958
 CD0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0470+STABILITY: SURFACE MOTION
 CD0470
 CD0470  HISTORY     - Date     Condition        Report By
 CD0470  HISTORY     - 1958     MONUMENTED       CGS
 CD0470  HISTORY     - 1980     MARK NOT FOUND   USGS
 CD0470
 CD0470                          STATION DESCRIPTION
 CD0470
 CD0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0470'5.35 MI SW FROM DELL CITY.
 CD0470'ABOUT 4.35 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0470'DELL CITY, THENCE 1.0 MILE WEST ALONG A DIRT ROAD TO THE LYNCH RANCH,
 CD0470'26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET EAST OF A
 CD0470'POWER POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CD0470'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0470'PROJECTING 4 INCHES.
 CD0470
 CD0470                          STATION RECOVERY (1980)
 CD0470
 CD0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CD0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0059 ***********************************************************************
 CU0059  DESIGNATION -  R 112
 CU0059  PID         -  CU0059
 CU0059  STATE/COUNTY-  TX/JONES
 CU0059  USGS QUAD   -  MC CAULLEY (1981)
 CU0059
 CU0059                         *CURRENT SURVEY CONTROL
 CU0059  ___________________________________________________________________
 CU0059* NAD 83(1986)-  32 51 29.     (N)    100 08 24.     (W)     SCALED    
 CU0059* NAVD 88     -       529.534  (meters)    1737.31   (feet)  ADJUSTED  
 CU0059  ___________________________________________________________________
 CU0059  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CU0059  DYNAMIC HT  -         528.851 (meters)    1735.07  (feet)  COMP
 CU0059  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 CU0059
 CU0059  VERT ORDER  -  FIRST     CLASS II
 CU0059
 CU0059.The horizontal coordinates were scaled from a topographic map and have
 CU0059.an estimated accuracy of +/- 6 seconds.
 CU0059
 CU0059.The orthometric height was determined by differential leveling
 CU0059.and adjusted by the National Geodetic Survey in June 1991..
 CU0059
 CU0059.The geoid height was determined by GEOID03.
 CU0059
 CU0059.The dynamic height is computed by dividing the NAVD 88
 CU0059.geopotential number by the normal gravity value computed on the
 CU0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0059.degrees latitude (g = 980.6199 gals.).
 CU0059
 CU0059.The modeled gravity was interpolated from observed gravity values.
 CU0059
 CU0059;                    North         East    Units  Estimated Accuracy
 CU0059;SPC TXNC     - 2,133,310.      446,520.      MT  (+/- 180 meters Scaled)
 CU0059
 CU0059                          SUPERSEDED SURVEY CONTROL
 CU0059
 CU0059  NGVD 29 (??/??/92)  529.339  (m)         1736.67   (f) ADJ UNCH    1 2
 CU0059
 CU0059.Superseded values are not recommended for survey control.
 CU0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0059.See file dsdata.txt to determine how the superseded data were derived.
 CU0059
 CU0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB933361(NAD 83)
 CU0059_MARKER: DB = BENCH MARK DISK
 CU0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0059_STAMPING: 1736.673 R 112 1933
 CU0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0059+STABILITY: SURFACE MOTION
 CU0059
 CU0059  HISTORY     - Date     Condition        Report By
 CU0059  HISTORY     - 1933     MONUMENTED       CGS
 CU0059  HISTORY     - 1958     GOOD             NGS
 CU0059
 CU0059                          STATION DESCRIPTION
 CU0059
 CU0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0059'1.6 MI S FROM HAMLIN.
 CU0059'1.6 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM HAMLIN,
 CU0059'JONES COUNTY, AT MILEAGE 607.5, EAST OF A PRIVATE-ROAD CROSSING, 42
 CU0059'FEET EAST OF THE CENTERLINE OF THE TRACK, AND 5 FEET NORTH OF A GATE.
 CU0059'A STANDARD DISK, STAMPED 1736.673 R 112 1933 AND SET IN THE TOP OF A
 CU0059'CONCRETE POST.  NOTE-- IT IS ABOUT 50 FEET NORTHWEST OF THE CENTERLINE
 CU0059'OF FARM ROAD 57 AND ABOUT 8 FEET EAST OF THE CENTERLINE OF A PRIVATE
 CU0059'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0149 ***********************************************************************
 CV0149  DESIGNATION -  R 1120
 CV0149  PID         -  CV0149
 CV0149  STATE/COUNTY-  TX/ANDREWS
 CV0149  USGS QUAD   -  SAND RANCH (1971)
 CV0149
 CV0149                         *CURRENT SURVEY CONTROL
 CV0149  ___________________________________________________________________
 CV0149* NAD 83(1986)-  32 09 15.     (N)    102 48 44.     (W)     SCALED    
 CV0149* NAVD 88     -      1020.021  (meters)    3346.52   (feet)  ADJUSTED  
 CV0149  ___________________________________________________________________
 CV0149  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CV0149  DYNAMIC HT  -        1018.604 (meters)    3341.87  (feet)  COMP
 CV0149  MODELED GRAV-     979,214.5   (mgal)                       NAVD 88
 CV0149
 CV0149  VERT ORDER  -  SECOND    CLASS 0
 CV0149
 CV0149.The horizontal coordinates were scaled from a topographic map and have
 CV0149.an estimated accuracy of +/- 6 seconds.
 CV0149
 CV0149.The orthometric height was determined by differential leveling
 CV0149.and adjusted by the National Geodetic Survey in June 1991..
 CV0149
 CV0149.The geoid height was determined by GEOID03.
 CV0149
 CV0149.The dynamic height is computed by dividing the NAVD 88
 CV0149.geopotential number by the normal gravity value computed on the
 CV0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0149.degrees latitude (g = 980.6199 gals.).
 CV0149
 CV0149.The modeled gravity was interpolated from observed gravity values.
 CV0149
 CV0149;                    North         East    Units  Estimated Accuracy
 CV0149;SPC TXNC     - 2,062,410.      193,320.      MT  (+/- 180 meters Scaled)
 CV0149
 CV0149                          SUPERSEDED SURVEY CONTROL
 CV0149
 CV0149  NGVD 29 (??/??/92) 1019.608  (m)         3345.16   (f) ADJ UNCH    2 0
 CV0149
 CV0149.Superseded values are not recommended for survey control.
 CV0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0149.See file dsdata.txt to determine how the superseded data were derived.
 CV0149
 CV0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR063596(NAD 83)
 CV0149_MARKER: DB = BENCH MARK DISK
 CV0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0149_STAMPING: R 1120 1958
 CV0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0149+STABILITY: SURFACE MOTION
 CV0149
 CV0149  HISTORY     - Date     Condition        Report By
 CV0149  HISTORY     - 1958     MONUMENTED       CGS
 CV0149
 CV0149                          STATION DESCRIPTION
 CV0149
 CV0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0149'19.55 MI SW FROM ANDREWS.
 CV0149'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0149'COURTHOUSE AT ANDREWS, THENCE 19.45 MILES SOUTHWEST ALONG STATE
 CV0149'HIGHWAY 115, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 65
 CV0149'FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING
 CV0149'SOUTHEAST, 10 FEET SOUTHWEST OF THE SOUTHWEST END OF A CATTLE GUARD,
 CV0149'16 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 2 1/2 FEET
 CV0149'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 CV0149'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0070 ***********************************************************************
 CV0070  DESIGNATION -  R 1125
 CV0070  PID         -  CV0070
 CV0070  STATE/COUNTY-  TX/ANDREWS
 CV0070  USGS QUAD   -  FIVE WELLS RANCH SW (1971)
 CV0070
 CV0070                         *CURRENT SURVEY CONTROL
 CV0070  ___________________________________________________________________
 CV0070* NAD 83(1986)-  32 19 29.     (N)    102 24 26.     (W)     SCALED    
 CV0070* NAVD 88     -       934.671  (meters)    3066.50   (feet)  POSTED    
 CV0070  ___________________________________________________________________
 CV0070  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CV0070  DYNAMIC HT  -         933.370 (meters)    3062.23  (feet)  COMP
 CV0070  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 CV0070
 CV0070  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0070
 CV0070.The horizontal coordinates were scaled from a topographic map and have
 CV0070.an estimated accuracy of +/- 6 seconds.
 CV0070
 CV0070.The orthometric height was determined by differential leveling
 CV0070.and adjusted by the National Geodetic Survey in 1992..
 CV0070.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0070.rate of 3.1 thru 4.0 mm/km.
 CV0070
 CV0070.The geoid height was determined by GEOID03.
 CV0070
 CV0070.The dynamic height is computed by dividing the NAVD 88
 CV0070.geopotential number by the normal gravity value computed on the
 CV0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0070.degrees latitude (g = 980.6199 gals.).
 CV0070
 CV0070.The modeled gravity was interpolated from observed gravity values.
 CV0070
 CV0070;                    North         East    Units  Estimated Accuracy
 CV0070;SPC TXNC     - 2,079,810.      232,200.      MT  (+/- 180 meters Scaled)
 CV0070
 CV0070                          SUPERSEDED SURVEY CONTROL
 CV0070
 CV0070  NGVD 29 (??/??/92)  934.264  (m)         3065.16   (f) ADJ UNCH    2 0
 CV0070
 CV0070.Superseded values are not recommended for survey control.
 CV0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0070.See file dsdata.txt to determine how the superseded data were derived.
 CV0070
 CV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR440793(NAD 83)
 CV0070_MARKER: DB = BENCH MARK DISK
 CV0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0070_STAMPING: R 1125 1958
 CV0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0070+STABILITY: SURFACE MOTION
 CV0070
 CV0070  HISTORY     - Date     Condition        Report By
 CV0070  HISTORY     - 1958     MONUMENTED       CGS
 CV0070  HISTORY     - 20030801 POOR             TXDOT
 CV0070
 CV0070                          STATION DESCRIPTION
 CV0070
 CV0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0070'8.25 MI E FROM ANDREWS.
 CV0070'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0070'COURTHOUSE AT ANDREWS, THENCE 8.15 MILES EAST ALONG STATE HIGHWAY 176,
 CV0070'58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF A
 CV0070'POWER POLE, 1 1/2 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 2 FEET
 CV0070'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 CV0070'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CV0070
 CV0070                          STATION RECOVERY (2003)
 CV0070
 CV0070'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0070'MARK HAS OBVIOUSLY BEEN DISTURBED, LEANING NOTICEABLY TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0086 ***********************************************************************
 CV0086  DESIGNATION -  R 1126
 CV0086  PID         -  CV0086
 CV0086  STATE/COUNTY-  TX/MARTIN
 CV0086  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0086
 CV0086                         *CURRENT SURVEY CONTROL
 CV0086  ___________________________________________________________________
 CV0086* NAD 83(1986)-  32 05 47.     (N)    102 05 47.     (W)     SCALED    
 CV0086* NAVD 88     -       866.892  (meters)    2844.13   (feet)  ADJUSTED  
 CV0086  ___________________________________________________________________
 CV0086  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CV0086  DYNAMIC HT  -         865.674 (meters)    2840.13  (feet)  COMP
 CV0086  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 CV0086
 CV0086  VERT ORDER  -  SECOND    CLASS 0
 CV0086
 CV0086.The horizontal coordinates were scaled from a topographic map and have
 CV0086.an estimated accuracy of +/- 6 seconds.
 CV0086
 CV0086.The orthometric height was determined by differential leveling
 CV0086.and adjusted by the National Geodetic Survey in June 1991..
 CV0086
 CV0086.The geoid height was determined by GEOID03.
 CV0086
 CV0086.The dynamic height is computed by dividing the NAVD 88
 CV0086.geopotential number by the normal gravity value computed on the
 CV0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0086.degrees latitude (g = 980.6199 gals.).
 CV0086
 CV0086.The modeled gravity was interpolated from observed gravity values.
 CV0086
 CV0086;                    North         East    Units  Estimated Accuracy
 CV0086;SPC TXNC     - 2,053,460.      260,590.      MT  (+/- 180 meters Scaled)
 CV0086
 CV0086                          SUPERSEDED SURVEY CONTROL
 CV0086
 CV0086  NGVD 29 (??/??/92)  866.523  (m)         2842.92   (f) ADJ UNCH    2 0
 CV0086
 CV0086.Superseded values are not recommended for survey control.
 CV0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0086.See file dsdata.txt to determine how the superseded data were derived.
 CV0086
 CV0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR740548(NAD 83)
 CV0086_MARKER: DB = BENCH MARK DISK
 CV0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0086_SP_SET: CULVERT
 CV0086_STAMPING: R 1126 1958
 CV0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0086+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2001
 CV0086
 CV0086  HISTORY     - Date     Condition        Report By
 CV0086  HISTORY     - 1958     MONUMENTED       CGS
 CV0086  HISTORY     - 20010210 GOOD             USPSQD
 CV0086  HISTORY     - 20010222 GOOD             TXDOT
 CV0086
 CV0086                          STATION DESCRIPTION
 CV0086
 CV0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0086'7.0 MI NW FROM MIDLAND.
 CV0086'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE IN
 CV0086'MIDLAND, THENCE 6.9 MILES NORTHWEST ALONG STATE HIGHWAY 349, IN THE
 CV0086'TOP AND CENTER OF THE NORTHEAST CONCRETE HEAD WALL OF A BOX CULVERT,
 CV0086'26 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.65 MILE
 CV0086'NORTHWEST OF THE MIDLAND-MARTIN COUNTY LINE, AND ABOUT 1 FOOT BELOW
 CV0086'THE LEVEL OF THE HIGHWAY.
 CV0086
 CV0086                          STATION RECOVERY (2001)
 CV0086
 CV0086'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CV0086'RECOVERED IN GOOD CONDITION.
 CV0086
 CV0086                          STATION RECOVERY (2001)
 CV0086
 CV0086'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 CV0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0118 ***********************************************************************
 CV0118  DESIGNATION -  R 1127
 CV0118  PID         -  CV0118
 CV0118  STATE/COUNTY-  TX/MARTIN
 CV0118  USGS QUAD   -  WOLCOTT RANCH (1966)
 CV0118
 CV0118                         *CURRENT SURVEY CONTROL
 CV0118  ___________________________________________________________________
 CV0118* NAD 83(1986)-  32 25 21.     (N)    102 06 30.     (W)     SCALED    
 CV0118* NAVD 88     -       887.408  (meters)    2911.44   (feet)  ADJUSTED  
 CV0118  ___________________________________________________________________
 CV0118  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CV0118  DYNAMIC HT  -         886.178 (meters)    2907.40  (feet)  COMP
 CV0118  MODELED GRAV-     979,223.1   (mgal)                       NAVD 88
 CV0118
 CV0118  VERT ORDER  -  SECOND    CLASS 0
 CV0118
 CV0118.The horizontal coordinates were scaled from a topographic map and have
 CV0118.an estimated accuracy of +/- 6 seconds.
 CV0118
 CV0118.The orthometric height was determined by differential leveling
 CV0118.and adjusted by the National Geodetic Survey in June 1991..
 CV0118
 CV0118.The geoid height was determined by GEOID03.
 CV0118
 CV0118.The dynamic height is computed by dividing the NAVD 88
 CV0118.geopotential number by the normal gravity value computed on the
 CV0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0118.degrees latitude (g = 980.6199 gals.).
 CV0118
 CV0118.The modeled gravity was interpolated from observed gravity values.
 CV0118
 CV0118;                    North         East    Units  Estimated Accuracy
 CV0118;SPC TXNC     - 2,089,640.      260,700.      MT  (+/- 180 meters Scaled)
 CV0118
 CV0118                          SUPERSEDED SURVEY CONTROL
 CV0118
 CV0118  NGVD 29 (??/??/92)  887.060  (m)         2910.30   (f) ADJ UNCH    2 0
 CV0118
 CV0118.Superseded values are not recommended for survey control.
 CV0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0118.See file dsdata.txt to determine how the superseded data were derived.
 CV0118
 CV0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR719909(NAD 83)
 CV0118_MARKER: DB = BENCH MARK DISK
 CV0118_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0118_SP_SET: 31 FT.
 CV0118_STAMPING: R 1127 1958
 CV0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0118
 CV0118  HISTORY     - Date     Condition        Report By
 CV0118  HISTORY     - 1958     MONUMENTED       CGS
 CV0118  HISTORY     - 20030106 MARK NOT FOUND   TXDOT
 CV0118
 CV0118                          STATION DESCRIPTION
 CV0118
 CV0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0118'23.8 MI SW FROM LAMESA.
 CV0118'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0118'AT LAMESA, THENCE 23.3 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 66
 CV0118'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTHEAST OF
 CV0118'THE CENTER LINE OF A GATE AND DIRT ROAD LEADING WEST, 6 FEET EAST OF A
 CV0118'FENCE CORNER, 2 FEET SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 1
 CV0118'1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 CV0118'THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 CV0118'DRIVEN TO A DEPTH OF 31 FEET AND IS ENCASED IN A 6-INCH TILE
 CV0118'PROJECTING 1 FOOT.
 CV0118
 CV0118                          STATION RECOVERY (2003)
 CV0118
 CV0118'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0712 ***********************************************************************
 CU0712  DESIGNATION -  R 1128
 CU0712  PID         -  CU0712
 CU0712  STATE/COUNTY-  TX/DAWSON
 CU0712  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0712
 CU0712                         *CURRENT SURVEY CONTROL
 CU0712  ___________________________________________________________________
 CU0712* NAD 83(1986)-  32 37 49.     (N)    101 59 13.     (W)     SCALED    
 CU0712* NAVD 88     -       894.055  (meters)    2933.25   (feet)  ADJUSTED  
 CU0712  ___________________________________________________________________
 CU0712  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CU0712  DYNAMIC HT  -         892.859 (meters)    2929.32  (feet)  COMP
 CU0712  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 CU0712
 CU0712  VERT ORDER  -  SECOND    CLASS 0
 CU0712
 CU0712.The horizontal coordinates were scaled from a topographic map and have
 CU0712.an estimated accuracy of +/- 6 seconds.
 CU0712
 CU0712.The orthometric height was determined by differential leveling
 CU0712.and adjusted by the National Geodetic Survey in June 1991..
 CU0712
 CU0712.The geoid height was determined by GEOID03.
 CU0712
 CU0712.The dynamic height is computed by dividing the NAVD 88
 CU0712.geopotential number by the normal gravity value computed on the
 CU0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0712.degrees latitude (g = 980.6199 gals.).
 CU0712
 CU0712.The modeled gravity was interpolated from observed gravity values.
 CU0712
 CU0712;                    North         East    Units  Estimated Accuracy
 CU0712;SPC TXNC     - 2,112,290.      272,870.      MT  (+/- 180 meters Scaled)
 CU0712
 CU0712                          SUPERSEDED SURVEY CONTROL
 CU0712
 CU0712  NGVD 29 (??/??/92)  893.732  (m)         2932.19   (f) ADJ UNCH    2 0
 CU0712
 CU0712.Superseded values are not recommended for survey control.
 CU0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0712.See file dsdata.txt to determine how the superseded data were derived.
 CU0712
 CU0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB197142(NAD 83)
 CU0712_MARKER: DB = BENCH MARK DISK
 CU0712_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0712_SP_SET: 26 FT
 CU0712_STAMPING: R 1128 1958
 CU0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0712
 CU0712  HISTORY     - Date     Condition        Report By
 CU0712  HISTORY     - 1958     MONUMENTED       CGS
 CU0712  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0712
 CU0712                          STATION DESCRIPTION
 CU0712
 CU0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CU0712'7.95 MI SW FROM LAMESA.
 CU0712'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CU0712'AT LAMESA, THENCE 7.45 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 47
 CU0712'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTH OF A
 CU0712'TELEPHONE POLE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CU0712'LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A COPPER COATED ROD WHICH IS
 CU0712'DRIVEN TO A DEPTH OF 26 FEET AND IS ENCASED IN A 6-INCH TILE
 CU0712'PROJECTING 1 FOOT.  NOTE-- RD. CONSTR. IN AREA.
 CU0712
 CU0712                          STATION RECOVERY (1970)
 CU0712
 CU0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1316 ***********************************************************************
 FL1316  DESIGNATION -  R 1129
 FL1316  PID         -  FL1316
 FL1316  STATE/COUNTY-  TX/CARSON
 FL1316  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1316
 FL1316                         *CURRENT SURVEY CONTROL
 FL1316  ___________________________________________________________________
 FL1316* NAD 83(1986)-  35 19 01.     (N)    101 33 26.     (W)     SCALED    
 FL1316* NAVD 88     -      1079.986  (meters)    3543.25   (feet)  ADJUSTED  
 FL1316  ___________________________________________________________________
 FL1316  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1316  DYNAMIC HT  -        1078.705 (meters)    3539.05  (feet)  COMP
 FL1316  MODELED GRAV-     979,410.9   (mgal)                       NAVD 88
 FL1316
 FL1316  VERT ORDER  -  SECOND    CLASS II
 FL1316
 FL1316.The horizontal coordinates were scaled from a topographic map and have
 FL1316.an estimated accuracy of +/- 6 seconds.
 FL1316
 FL1316.The orthometric height was determined by differential leveling
 FL1316.and adjusted by the National Geodetic Survey in June 1991..
 FL1316
 FL1316.The geoid height was determined by GEOID03.
 FL1316
 FL1316.The dynamic height is computed by dividing the NAVD 88
 FL1316.geopotential number by the normal gravity value computed on the
 FL1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1316.degrees latitude (g = 980.6199 gals.).
 FL1316
 FL1316.The modeled gravity was interpolated from observed gravity values.
 FL1316
 FL1316;                    North         East    Units  Estimated Accuracy
 FL1316;SPC TX N     - 1,146,100.      194,800.      MT  (+/- 180 meters Scaled)
 FL1316
 FL1316                          SUPERSEDED SURVEY CONTROL
 FL1316
 FL1316  NGVD 29 (??/??/92) 1079.482  (m)         3541.60   (f) ADJ UNCH    2 2
 FL1316
 FL1316.Superseded values are not recommended for survey control.
 FL1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1316.See file dsdata.txt to determine how the superseded data were derived.
 FL1316
 FL1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE675111(NAD 83)
 FL1316_MARKER: DB = BENCH MARK DISK
 FL1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1316_STAMPING: R 1129 1974
 FL1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1316+STABILITY: SURFACE MOTION
 FL1316
 FL1316  HISTORY     - Date     Condition        Report By
 FL1316  HISTORY     - 1974     MONUMENTED       NGS
 FL1316
 FL1316                          STATION DESCRIPTION
 FL1316
 FL1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1316'10.5 MI WNW FROM PANHANDLE.
 FL1316'FROM THE INTERSECTION OF U.S. HWY. 60 AND STATE HWY. 207, WHICH IS
 FL1316'LOCATED ON THE WEST EDGE OF PANHANDLE, GO WEST ON U.S. HWY. 60 FOR 9.5
 FL1316'MILES TO THE INTERSECTION OF FARM ROAD 2373.  TURN RIGHT CROSSING
 FL1316'RAILROAD TRACKS AND GO NORTH ON FARM ROAD 2373 FOR 2.1 MILES TO A SIDE
 FL1316'ROAD ON THE LEFT AND ENTRANCE TO U.S. ATOMIC ENERGY COMMISSION PAN-TEX
 FL1316'PLANT.  TURN LEFT AND GO WEST ON WASHINGTON DR. FOR 1.0 MILE TO
 FL1316'GUARD-GATE, CONTINUE SOUTH ON WASHINGTON DR. FOR 0.05 MILE TO
 FL1316'ADMINISTRATION BUILDING AND PARKING-LOT ON THE RIGHT AND MARK ON THE
 FL1316'RIGHT ON LAWN.  STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND
 FL1316'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED R 1129
 FL1316'1974.  IT IS 88 FEET EAST OF THE SOUTHEAST CORNER OF THE SOUTH WING OR
 FL1316'SOUTH ENTRANCE TO THE ADMINISTRATION BUILDING NO. 1236, 54 FEET SOUTH
 FL1316'OF THE SOUTH SIDE OF THE ADMINISTRATION BUILDING, 11 FEET NORTH OF THE
 FL1316'NORTH CURB OF PARKING-LOT AND 3 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FL1316'OF A CONCRETE FOUNDATION BASE OF ATOMIC ENERGY DISPLAY OF
 FL1316'DEFENSE-WEAPONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0392 ***********************************************************************
 EM0392  DESIGNATION -  R 113
 EM0392  PID         -  EM0392
 EM0392  STATE/COUNTY-  TX/FOARD
 EM0392  USGS QUAD   -  MARGARET (1990)
 EM0392
 EM0392                         *CURRENT SURVEY CONTROL
 EM0392  ___________________________________________________________________
 EM0392* NAD 83(1986)-  34 04 10.     (N)    099 37 37.     (W)     SCALED    
 EM0392* NAVD 88     -       411.192  (meters)    1349.05   (feet)  ADJUSTED  
 EM0392  ___________________________________________________________________
 EM0392  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 EM0392  DYNAMIC HT  -         410.723 (meters)    1347.51  (feet)  COMP
 EM0392  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 EM0392
 EM0392  VERT ORDER  -  FIRST     CLASS II
 EM0392
 EM0392.The horizontal coordinates were scaled from a topographic map and have
 EM0392.an estimated accuracy of +/- 6 seconds.
 EM0392
 EM0392.The orthometric height was determined by differential leveling
 EM0392.and adjusted by the National Geodetic Survey in June 1991..
 EM0392
 EM0392.The geoid height was determined by GEOID03.
 EM0392
 EM0392.The dynamic height is computed by dividing the NAVD 88
 EM0392.geopotential number by the normal gravity value computed on the
 EM0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0392.degrees latitude (g = 980.6199 gals.).
 EM0392
 EM0392.The modeled gravity was interpolated from observed gravity values.
 EM0392
 EM0392;                    North         East    Units  Estimated Accuracy
 EM0392;SPC TXNC     - 2,267,020.      495,970.      MT  (+/- 180 meters Scaled)
 EM0392
 EM0392                          SUPERSEDED SURVEY CONTROL
 EM0392
 EM0392  NGVD 29 (??/??/92)  411.039  (m)         1348.55   (f) ADJ UNCH    1 2
 EM0392
 EM0392.Superseded values are not recommended for survey control.
 EM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0392.See file dsdata.txt to determine how the superseded data were derived.
 EM0392
 EM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC421700(NAD 83)
 EM0392_MARKER: DB = BENCH MARK DISK
 EM0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0392_STAMPING: 1348.55 R 113 1933
 EM0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0392+STABILITY: SURFACE MOTION
 EM0392
 EM0392  HISTORY     - Date     Condition        Report By
 EM0392  HISTORY     - 1933     MONUMENTED       CGS
 EM0392  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0392  HISTORY     - 1980     MARK NOT FOUND   USGS
 EM0392
 EM0392                          STATION DESCRIPTION
 EM0392
 EM0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0392'1.9 MI N FROM MARGARET.
 EM0392'1.9 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EM0392'MARGARET, FOARD COUNTY, AT MILEAGE 512.9, 125 FEET SOUTHWEST OF A ROAD
 EM0392'CROSSING, AND 42 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 EM0392'DISK, STAMPED 1348.55 R 113 1933 AND SET IN THE TOP OF A CONCRETE
 EM0392'POST.
 EM0392
 EM0392                          STATION RECOVERY (1980)
 EM0392
 EM0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EM0392'A LARGE HOLE AT THE DESCRIBED SITE WAS DUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1114 ***********************************************************************
 FL1114  DESIGNATION -  R 1131
 FL1114  PID         -  FL1114
 FL1114  STATE/COUNTY-  TX/RANDALL
 FL1114  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1114
 FL1114                         *CURRENT SURVEY CONTROL
 FL1114  ___________________________________________________________________
 FL1114* NAD 83(1986)-  35 03 20.     (N)    101 53 09.     (W)     SCALED    
 FL1114* NAVD 88     -      1109.903  (meters)    3641.41   (feet)  ADJUSTED  
 FL1114  ___________________________________________________________________
 FL1114  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1114  DYNAMIC HT  -        1108.567 (meters)    3637.02  (feet)  COMP
 FL1114  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 FL1114
 FL1114  VERT ORDER  -  FIRST     CLASS II
 FL1114
 FL1114.The horizontal coordinates were scaled from a topographic map and have
 FL1114.an estimated accuracy of +/- 6 seconds.
 FL1114
 FL1114.The orthometric height was determined by differential leveling
 FL1114.and adjusted by the National Geodetic Survey in June 1991..
 FL1114.WARNING-Repeat measurements at this control monument indicate possible
 FL1114.vertical movement.
 FL1114
 FL1114.The geoid height was determined by GEOID03.
 FL1114
 FL1114.The dynamic height is computed by dividing the NAVD 88
 FL1114.geopotential number by the normal gravity value computed on the
 FL1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1114.degrees latitude (g = 980.6199 gals.).
 FL1114
 FL1114.The modeled gravity was interpolated from observed gravity values.
 FL1114
 FL1114;                    North         East    Units  Estimated Accuracy
 FL1114;SPC TX N     - 1,117,170.      164,800.      MT  (+/- 180 meters Scaled)
 FL1114
 FL1114                          SUPERSEDED SURVEY CONTROL
 FL1114
 FL1114  NGVD 29 (??/??/92) 1109.398  (m)         3639.75   (f) ADJ UNCH    1 2
 FL1114
 FL1114.Superseded values are not recommended for survey control.
 FL1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1114.See file dsdata.txt to determine how the superseded data were derived.
 FL1114
 FL1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD368830(NAD 83)
 FL1114_MARKER: DB = BENCH MARK DISK
 FL1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1114_STAMPING: R 1131 1958
 FL1114_MARK LOGO: CGS   
 FL1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1114+STABILITY: SURFACE MOTION
 FL1114
 FL1114  HISTORY     - Date     Condition        Report By
 FL1114  HISTORY     - 1958     MONUMENTED       CGS
 FL1114  HISTORY     - 1984     GOOD             NGS
 FL1114
 FL1114                          STATION DESCRIPTION
 FL1114
 FL1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1114'6.3 MI NE FROM CANYON.
 FL1114'ABOUT 6.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL1114'FROM THE STATION AT CANYON, 4 TELEPHONE POLES SOUTH OF MILE POST 564,
 FL1114'97 FEET WEST OF THE NEAR RAIL, 25 FEET WEST OF A TELEPHONE POLE, 2
 FL1114'FEET EAST OF A FENCE, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3
 FL1114'FEET BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 FL1114'INCHES.
 FL1114
 FL1114                          STATION RECOVERY (1984)
 FL1114
 FL1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1695 ***********************************************************************
 AW1695  DESIGNATION -  R 1134
 AW1695  PID         -  AW1695
 AW1695  STATE/COUNTY-  TX/GALVESTON
 AW1695  USGS QUAD   -  HIGH ISLAND (1994)
 AW1695
 AW1695                         *CURRENT SURVEY CONTROL
 AW1695  ___________________________________________________________________
 AW1695* NAD 83(1986)-  29 32 18.     (N)    094 25 04.     (W)     SCALED    
 AW1695* NAVD 88     -         1.85   (+/-2cm)       6.1    (feet)  VERTCON   
 AW1695  ___________________________________________________________________
 AW1695  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1695
 AW1695  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1695
 AW1695.The horizontal coordinates were scaled from a topographic map and have
 AW1695.an estimated accuracy of +/- 6 seconds.
 AW1695
 AW1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1695.The vertical order pertains to the NGVD 29 superseded value.
 AW1695
 AW1695.The geoid height was determined by GEOID03.
 AW1695
 AW1695;                    North         East    Units  Estimated Accuracy
 AW1695;SPC TXSC     - 4,197,660.    1,043,980.      MT  (+/- 180 meters Scaled)
 AW1695
 AW1695                          SUPERSEDED SURVEY CONTROL
 AW1695
 AW1695  NGVD 29 (??/??/92)    1.850  (m)            6.07   (f) ADJ UNCH    1 2
 AW1695
 AW1695.Superseded values are not recommended for survey control.
 AW1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1695.See file dsdata.txt to determine how the superseded data were derived.
 AW1695
 AW1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN626684(NAD 83)
 AW1695_MARKER: DB = BENCH MARK DISK
 AW1695_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1695_SP_SET: 48 FT.
 AW1695_STAMPING: R 1134 1958
 AW1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1695
 AW1695  HISTORY     - Date     Condition        Report By
 AW1695  HISTORY     - 1958     MONUMENTED       CGS
 AW1695  HISTORY     - 1963     GOOD             LOCENG
 AW1695  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1695  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1695  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1695  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 AW1695  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1695  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1695
 AW1695                          STATION DESCRIPTION
 AW1695
 AW1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1695'2.9 MI SW FROM HIGH ISLAND.
 AW1695'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW1695'AT HIGH ISLAND, THENCE ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 AW1695'87, OR ABOUT 4.55 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1695'OFFICE AT GILCHRIST, 165 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW1695'HIGHWAY, 49 FEET SOUTHWEST OF THE CENTER LINE OF A SHELL ROAD LEADING
 AW1695'SOUTHEAST, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AW1695'THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 AW1695'A DEPTH OF 48 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
 AW1695
 AW1695                          STATION RECOVERY (1963)
 AW1695
 AW1695'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 AW1695'RECOVERED IN GOOD CONDITION.
 AW1695
 AW1695                          STATION RECOVERY (1978)
 AW1695
 AW1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1695'NOT RECOVERED.
 AW1695
 AW1695                          STATION RECOVERY (1994)
 AW1695
 AW1695'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1695'MARK NOT FOUND.
 AW1695
 AW1695                          STATION RECOVERY (1995)
 AW1695
 AW1695'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1695'MARK NOT FOUND.
 AW1695
 AW1695                          STATION RECOVERY (2001)
 AW1695
 AW1695'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1695'MARK NOT FOUND.
 AW1695
 AW1695                          STATION RECOVERY (2002)
 AW1695
 AW1695'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1695'MARK NOT FOUND.
 AW1695
 AW1695                          STATION RECOVERY (2005)
 AW1695
 AW1695'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1424 ***********************************************************************
 AW1424  DESIGNATION -  R 1136
 AW1424  PID         -  AW1424
 AW1424  STATE/COUNTY-  TX/CHAMBERS
 AW1424  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1424
 AW1424                         *CURRENT SURVEY CONTROL
 AW1424  ___________________________________________________________________
 AW1424* NAD 83(1986)-  29 39 50.     (N)    094 37 26.     (W)     SCALED    
 AW1424* NAVD 88     -         5.70   (+/-2cm)      18.7    (feet)  VERTCON   
 AW1424  ___________________________________________________________________
 AW1424  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1424  OBS GRAVITY -     979,282.6   (mgal)                       GRAV_OBS
 AW1424
 AW1424  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1424
 AW1424.The horizontal coordinates were scaled from a topographic map and have
 AW1424.an estimated accuracy of +/- 6 seconds.
 AW1424
 AW1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1424.The vertical order pertains to the NGVD 29 superseded value.
 AW1424
 AW1424.The geoid height was determined by GEOID03.
 AW1424.The observed gravity was obtained from relative gravimeter ties
 AW1424.to the IGSN71 gravity network.
 AW1424
 AW1424;                    North         East    Units  Estimated Accuracy
 AW1424;SPC TXSC     - 4,210,800.    1,023,500.      MT  (+/- 180 meters Scaled)
 AW1424
 AW1424                          SUPERSEDED SURVEY CONTROL
 AW1424
 AW1424  NGVD 29 (??/??/92)    5.698  (m)           18.69   (f) ADJ UNCH    1 2
 AW1424
 AW1424.Superseded values are not recommended for survey control.
 AW1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1424.See file dsdata.txt to determine how the superseded data were derived.
 AW1424
 AW1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN428826(NAD 83)
 AW1424_MARKER: DB = BENCH MARK DISK
 AW1424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1424_SP_SET: BUILDING
 AW1424_STAMPING: R 1136 1959
 AW1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1424+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1424
 AW1424  HISTORY     - Date     Condition        Report By
 AW1424  HISTORY     - 1959     MONUMENTED       CGS
 AW1424  HISTORY     - 1973     GOOD             NGS
 AW1424  HISTORY     - 1978     GOOD             NGS
 AW1424  HISTORY     - 19970510 GOOD             USPSQD
 AW1424  HISTORY     - 20010331 GOOD             NGS
 AW1424  HISTORY     - 20040308 GOOD             USPSQD
 AW1424  HISTORY     - 20040308 GOOD             USPSQD
 AW1424  HISTORY     - 20050314 GOOD             USPSQD
 AW1424
 AW1424                          STATION DESCRIPTION
 AW1424
 AW1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1424'12.0 MI S FROM ANAHUAC.
 AW1424'ABOUT 6.8 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION OF STATE
 AW1424'HIGHWAY 61 AT ANAHUAC, THENCE 3.15 MILES EAST ALONG A PAVED ROAD,
 AW1424'THENCE 2.05 MILES SOUTH ALONG FARM ROAD 562, 126 FEET NORTHWEST OF THE
 AW1424'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 AW1424'BRICK WALL FOR THE PINE ISLAND SCHOOL BLDG (NOW UNOCCUPIED), 48 1/2
 AW1424'FEET NORTHEAST OF THE CENTER OF THE SOUTHEAST ENTRANCE TO BUILDING AND
 AW1424'2.8 FEET ABOVE THE LEVEL OF THE GROUND.
 AW1424
 AW1424                          STATION RECOVERY (1978)
 AW1424
 AW1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1424'RECOVERED IN GOOD CONDITION.
 AW1424
 AW1424                          STATION RECOVERY (1997)
 AW1424
 AW1424'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1424'RECOVERED IN GOOD CONDITION.
 AW1424
 AW1424                          STATION RECOVERY (2001)
 AW1424
 AW1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1424'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1424
 AW1424                          STATION RECOVERY (2004)
 AW1424
 AW1424'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1424'GO TO N29 3949.8 W094 37 27.2
 AW1424
 AW1424                          STATION RECOVERY (2004)
 AW1424
 AW1424'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1424'GO TO N29 39 49.8 W094 37 27.2    CORRECTED
 AW1424
 AW1424                          STATION RECOVERY (2005)
 AW1424
 AW1424'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0442 ***********************************************************************
 AW0442  DESIGNATION -  R 1137
 AW0442  PID         -  AW0442
 AW0442  STATE/COUNTY-  TX/GALVESTON
 AW0442  USGS QUAD   -  GALVESTON (1994)
 AW0442
 AW0442                         *CURRENT SURVEY CONTROL
 AW0442  ___________________________________________________________________
 AW0442* NAD 83(1986)-  29 18 24.     (N)    094 49 32.     (W)     SCALED    
 AW0442* NAVD 88     -         5.236  (meters)      17.18   (feet)  ADJUSTED  
 AW0442  ___________________________________________________________________
 AW0442  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0442  DYNAMIC HT  -           5.228 (meters)      17.15  (feet)  COMP
 AW0442  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 AW0442
 AW0442  VERT ORDER  -  FIRST     CLASS I
 AW0442
 AW0442.The horizontal coordinates were scaled from a topographic map and have
 AW0442.an estimated accuracy of +/- 6 seconds.
 AW0442
 AW0442.The orthometric height was determined by differential leveling
 AW0442.and adjusted by the National Geodetic Survey in June 1991..
 AW0442
 AW0442.The geoid height was determined by GEOID03.
 AW0442
 AW0442.The dynamic height is computed by dividing the NAVD 88
 AW0442.geopotential number by the normal gravity value computed on the
 AW0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0442.degrees latitude (g = 980.6199 gals.).
 AW0442
 AW0442.The modeled gravity was interpolated from observed gravity values.
 AW0442
 AW0442;                    North         East    Units  Estimated Accuracy
 AW0442;SPC TXSC     - 4,170,520.    1,005,410.      MT  (+/- 180 meters Scaled)
 AW0442
 AW0442                          SUPERSEDED SURVEY CONTROL
 AW0442
 AW0442  NGVD 29 (12/23/87)    5.232  (m)           17.17   (f) ADJUSTED    1 1
 AW0442
 AW0442.Superseded values are not recommended for survey control.
 AW0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0442.See file dsdata.txt to determine how the superseded data were derived.
 AW0442
 AW0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN227433(NAD 83)
 AW0442_MARKER: DB = BENCH MARK DISK
 AW0442_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0442_SP_SET: BRIDGE ABUTMENT
 AW0442_STAMPING: R 1137 1958
 AW0442_MARK LOGO: CGS   
 AW0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0442
 AW0442  HISTORY     - Date     Condition        Report By
 AW0442  HISTORY     - 1958     MONUMENTED       CGS
 AW0442  HISTORY     - 1964     GOOD             NGS
 AW0442  HISTORY     - 1978     GOOD             NGS
 AW0442  HISTORY     - 1987     GOOD             USPSQD
 AW0442  HISTORY     - 1987     GOOD             NGS
 AW0442  HISTORY     - 1988     GOOD             USPSQD
 AW0442  HISTORY     - 1988     GOOD             USPSQD
 AW0442  HISTORY     - 1988     GOOD             USPSQD
 AW0442  HISTORY     - 1990     POOR             USPSQD
 AW0442  HISTORY     - 19910525 POOR             USPSQD
 AW0442  HISTORY     - 19940917 GOOD             USPSQD
 AW0442
 AW0442                          STATION DESCRIPTION
 AW0442
 AW0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW0442'2.6 MI W FROM GALVESTON.
 AW0442'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF COLORADO AND SANTA FE
 AW0442'RAILROAD FROM THE UNION STATION AT GALVESTON, THENCE ABOUT 0.7 MILE
 AW0442'NORTHEAST ALONG 51ST STREET, AT THE SOUTHWEST END OF THE PELICAN
 AW0442'ISLAND CAUSEWAY, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0442'CAUSEWAY, 7 1/2 FEET NORTHWEST OF THE CENTER LINE OF A CONCRETE
 AW0442'CATWALK, AND SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 AW0442'CONCRETE ABUTMENT.
 AW0442
 AW0442                          STATION RECOVERY (1964)
 AW0442
 AW0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0442'RECOVERED IN GOOD CONDITION.
 AW0442
 AW0442                          STATION RECOVERY (1978)
 AW0442
 AW0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0442'RECOVERED IN GOOD CONDITION.
 AW0442
 AW0442                          STATION RECOVERY (1987)
 AW0442
 AW0442'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0442'RECOVERED IN GOOD CONDITION.
 AW0442
 AW0442                          STATION RECOVERY (1987)
 AW0442
 AW0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0442'RECOVERED IN GOOD CONDITION.
 AW0442
 AW0442                          STATION RECOVERY (1988)
 AW0442
 AW0442'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0442'RECOVERED IN GOOD CONDITION.
 AW0442
 AW0442                          STATION RECOVERY (1988)
 AW0442
 AW0442'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0442'RECOVERED IN GOOD CONDITION.
 AW0442
 AW0442                          STATION RECOVERY (1988)
 AW0442
 AW0442'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0442'RECOVERED IN GOOD CONDITION.
 AW0442
 AW0442                          STATION RECOVERY (1990)
 AW0442
 AW0442'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0442'MARK RECOVERED IN POOR CONDITION.
 AW0442
 AW0442                          STATION RECOVERY (1991)
 AW0442
 AW0442'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AW0442'MARK RECOVERED IN POOR CONDITION.
 AW0442
 AW0442                          STATION RECOVERY (1994)
 AW0442
 AW0442'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3492 ***********************************************************************
 AW3492  DESIGNATION -  R 1138
 AW3492  PID         -  AW3492
 AW3492  STATE/COUNTY-  TX/HARRIS
 AW3492  USGS QUAD   -  LA PORTE (1982)
 AW3492
 AW3492                         *CURRENT SURVEY CONTROL
 AW3492  ___________________________________________________________________
 AW3492* NAD 83(1986)-  29 42 21.     (N)    095 01 35.     (W)     SCALED    
 AW3492* NAVD 88     -         2.12   (+/-2cm)       7.0    (feet)  VERTCON   
 AW3492  ___________________________________________________________________
 AW3492  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3492
 AW3492  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3492
 AW3492.The horizontal coordinates were scaled from a topographic map and have
 AW3492.an estimated accuracy of +/- 6 seconds.
 AW3492
 AW3492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3492.The vertical order pertains to the NGVD 29 superseded value.
 AW3492
 AW3492.The geoid height was determined by GEOID03.
 AW3492
 AW3492;                    North         East    Units  Estimated Accuracy
 AW3492;SPC TXSC     - 4,214,060.      984,410.      MT  (+/- 180 meters Scaled)
 AW3492
 AW3492                          SUPERSEDED SURVEY CONTROL
 AW3492
 AW3492  NGVD 29 (??/??/92)    2.121  (m)            6.96   (f) ADJ UNCH    1 2
 AW3492
 AW3492.Superseded values are not recommended for survey control.
 AW3492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3492.See file dsdata.txt to determine how the superseded data were derived.
 AW3492
 AW3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN039879(NAD 83)
 AW3492_MARKER: DB = BENCH MARK DISK
 AW3492_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW3492_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW3492_STAMPING: R 1138 1958
 AW3492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3492
 AW3492  HISTORY     - Date     Condition        Report By
 AW3492  HISTORY     - 1958     MONUMENTED       CGS
 AW3492  HISTORY     - 1964     GOOD             NGS
 AW3492  HISTORY     - 19970114 MARK NOT FOUND   USPSQD
 AW3492
 AW3492                          STATION DESCRIPTION
 AW3492
 AW3492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3492'3.7 MI NW FROM MORGAN POINT.
 AW3492'ABOUT 3.7 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3492'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE SOUTH END
 AW3492'OF ALEXANDER ISLAND, ABOUT 0.45 MILE NORTHWEST OF THE SOUTHWEST END OF
 AW3492'THE BAYTOWN-LA PORTE TUNNEL, ABOUT 115 YARDS NORTH OF THE HIGH WATER
 AW3492'LINE AT THE SOUTH END OF THE ISLAND, 239 FEET EAST OF THE CENTER OF A
 AW3492'LEVEE, 215 FEET SOUTH OF THE CENTER OF A LEVEE, 51 FEET WEST OF THE
 AW3492'HIGH WATER LINE AT THE EAST EDGE OF THE ISLAND, 13 FEET SOUTH OF A
 AW3492'6-INCH HACKBERRY TREE, A DISK ON THE TOP OF A 3-INCH IRON PIPE
 AW3492'PROJECTING 1 FOOT.
 AW3492
 AW3492                          STATION RECOVERY (1997)
 AW3492
 AW3492'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0183 ***********************************************************************
 BL0183  DESIGNATION -  R 1139
 BL0183  PID         -  BL0183
 BL0183  STATE/COUNTY-  TX/JEFFERSON
 BL0183  USGS QUAD   -  NOME (1984)
 BL0183
 BL0183                         *CURRENT SURVEY CONTROL
 BL0183  ___________________________________________________________________
 BL0183* NAD 83(1986)-  30 02 18.     (N)    094 23 45.     (W)     SCALED    
 BL0183* NAVD 88     -        13.389  (meters)      43.93   (feet)  ADJUSTED  
 BL0183  ___________________________________________________________________
 BL0183  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0183  DYNAMIC HT  -          13.371 (meters)      43.87  (feet)  COMP
 BL0183  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 BL0183
 BL0183  VERT ORDER  -  FIRST     CLASS I
 BL0183
 BL0183.The horizontal coordinates were scaled from a topographic map and have
 BL0183.an estimated accuracy of +/- 6 seconds.
 BL0183
 BL0183.The orthometric height was determined by differential leveling
 BL0183.and adjusted by the National Geodetic Survey in June 1991..
 BL0183
 BL0183.The geoid height was determined by GEOID03.
 BL0183
 BL0183.The dynamic height is computed by dividing the NAVD 88
 BL0183.geopotential number by the normal gravity value computed on the
 BL0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0183.degrees latitude (g = 980.6199 gals.).
 BL0183
 BL0183.The modeled gravity was interpolated from observed gravity values.
 BL0183
 BL0183;                    North         East    Units  Estimated Accuracy
 BL0183;SPC TXSC     - 4,253,120.    1,043,930.      MT  (+/- 180 meters Scaled)
 BL0183
 BL0183                          SUPERSEDED SURVEY CONTROL
 BL0183
 BL0183  NGVD 29 (??/??/92)   13.400  (m)           43.96   (f) ADJ UNCH    1 1
 BL0183
 BL0183.Superseded values are not recommended for survey control.
 BL0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0183.See file dsdata.txt to determine how the superseded data were derived.
 BL0183
 BL0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP654238(NAD 83)
 BL0183_MARKER: DB = BENCH MARK DISK
 BL0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0183_SP_SET: PILLAR
 BL0183_STAMPING: R 1139 1959
 BL0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0183+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0183
 BL0183  HISTORY     - Date     Condition        Report By
 BL0183  HISTORY     - 1959     MONUMENTED       CGS
 BL0183  HISTORY     - 1972     GOOD             NGS
 BL0183  HISTORY     - 19870903 GOOD             USPSQD
 BL0183  HISTORY     - 1988     GOOD             USPSQD
 BL0183  HISTORY     - 19900412 GOOD             USPSQD
 BL0183  HISTORY     - 19940423 GOOD             USPSQD
 BL0183  HISTORY     - 20010331 GOOD             NGS
 BL0183  HISTORY     - 20010331 GOOD             NGS
 BL0183  HISTORY     - 20030310 GOOD             USPSQD
 BL0183  HISTORY     - 20041004 GOOD             USPSQD
 BL0183
 BL0183                          STATION DESCRIPTION
 BL0183
 BL0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0183'1.55 MI E FROM NOME.
 BL0183'ABOUT 1.55 MILES EAST ALONG US HIGHWAY 90 FROM THE POST OFFICE THENCE
 BL0183'AT THE JUNCTION OF THE DRIVE SOUTH TO THE FARM SERVICE AIRPORT, SET IN
 BL0183'THE TOP OF A CONCRETE PILLAR THAT WAS ONCE A PART OF THE FOUNDATION OF
 BL0183'A HANGAR, NOW LOCATED AT THE NORTHEAST CORNER OF A LARGE CONCRETE AREA
 BL0183'THAT WAS THE FLOOR OF THE HANGAR, 50.4 FEET SOUTH OF THE CENTER LINE
 BL0183'OF THE EASTBOUND LANE OF THE HIGHWAY, 20.5 FEET WEST OF THE CENTER
 BL0183'LINE OF THE DRIVE AND ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BL0183
 BL0183                          STATION RECOVERY (1987)
 BL0183
 BL0183'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0183'RECOVERED IN GOOD CONDITION.
 BL0183
 BL0183                          STATION RECOVERY (1988)
 BL0183
 BL0183'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0183'RECOVERED IN GOOD CONDITION.
 BL0183
 BL0183                          STATION RECOVERY (1990)
 BL0183
 BL0183'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0183'RECOVERED IN GOOD CONDITION.
 BL0183
 BL0183                          STATION RECOVERY (1994)
 BL0183
 BL0183'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0183'RECOVERED IN GOOD CONDITION.
 BL0183
 BL0183                          STATION RECOVERY (2001)
 BL0183
 BL0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0183
 BL0183                          STATION RECOVERY (2001)
 BL0183
 BL0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0183
 BL0183                          STATION RECOVERY (2003)
 BL0183
 BL0183'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0183'RECOVERED IN GOOD CONDITION.
 BL0183
 BL0183                          STATION RECOVERY (2004)
 BL0183
 BL0183'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0184 ***********************************************************************
 BL0184  DESIGNATION -  R 1139 RESET 1970
 BL0184  PID         -  BL0184
 BL0184  STATE/COUNTY-  TX/JEFFERSON
 BL0184  USGS QUAD   -  NOME (1984)
 BL0184
 BL0184                         *CURRENT SURVEY CONTROL
 BL0184  ___________________________________________________________________
 BL0184* NAD 83(1986)-  30 02 23.     (N)    094 23 51.     (W)     SCALED    
 BL0184* NAVD 88     -        13.631  (meters)      44.72   (feet)  ADJUSTED  
 BL0184  ___________________________________________________________________
 BL0184  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0184  DYNAMIC HT  -          13.612 (meters)      44.66  (feet)  COMP
 BL0184  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 BL0184  OBS GRAVITY -     979,305.2   (mgal)                       GRAV_OBS
 BL0184
 BL0184  VERT ORDER  -  FIRST     CLASS I
 BL0184
 BL0184.The horizontal coordinates were scaled from a topographic map and have
 BL0184.an estimated accuracy of +/- 6 seconds.
 BL0184
 BL0184.The orthometric height was determined by differential leveling
 BL0184.and adjusted by the National Geodetic Survey in June 1991..
 BL0184
 BL0184.The geoid height was determined by GEOID03.
 BL0184
 BL0184.The dynamic height is computed by dividing the NAVD 88
 BL0184.geopotential number by the normal gravity value computed on the
 BL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0184.degrees latitude (g = 980.6199 gals.).
 BL0184
 BL0184.The modeled gravity was interpolated from observed gravity values.
 BL0184.The observed gravity was obtained from relative gravimeter ties
 BL0184.to the IGSN71 gravity network.
 BL0184
 BL0184;                    North         East    Units  Estimated Accuracy
 BL0184;SPC TXSC     - 4,253,270.    1,043,760.      MT  (+/- 180 meters Scaled)
 BL0184
 BL0184                          SUPERSEDED SURVEY CONTROL
 BL0184
 BL0184  NGVD 29 (??/??/92)   13.641  (m)           44.75   (f) ADJ UNCH    1 1
 BL0184
 BL0184.Superseded values are not recommended for survey control.
 BL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0184.See file dsdata.txt to determine how the superseded data were derived.
 BL0184
 BL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP652240(NAD 83)
 BL0184_MARKER: DB = BENCH MARK DISK
 BL0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0184_STAMPING: R 1139 RESET 1970
 BL0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0184+STABILITY: SURFACE MOTION
 BL0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0184+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003
 BL0184
 BL0184  HISTORY     - Date     Condition        Report By
 BL0184  HISTORY     - 1970     MONUMENTED       NGS
 BL0184  HISTORY     - 1972     GOOD             NGS
 BL0184  HISTORY     - 19870903 GOOD             USPSQD
 BL0184  HISTORY     - 1988     GOOD             USPSQD
 BL0184  HISTORY     - 19900412 GOOD             USPSQD
 BL0184  HISTORY     - 19940423 GOOD             USPSQD
 BL0184  HISTORY     - 20010331 GOOD             NGS
 BL0184  HISTORY     - 20010331 GOOD             NGS
 BL0184  HISTORY     - 20030310 GOOD             USPSQD
 BL0184  HISTORY     - 20041004 GOOD             USPSQD
 BL0184
 BL0184                          STATION DESCRIPTION
 BL0184
 BL0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0184'1.6 MI E FROM NOME.
 BL0184'ABOUT 1.6 MILES EAST ALONG US HIGHWAY 90 FROM THE POST OFFICE, ABOUT
 BL0184'75 YARDS NORTH AND ACROSS THE SOUTHERN PACIFIC RAILROAD FROM THE
 BL0184'HIGHWAY, 110 FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF A RAILROAD
 BL0184'BRIDGE OVER A CANAL, 49.6 FEET NORTH OF THE NORTH RAIL, 79 FEET SOUTH
 BL0184'AND ACROSS OLD NOME ROAD FROM THE SOUTHEAST CORNER OF A PUMP HOUSE (A
 BL0184'SMALL BUILDING WITH METAL SIDING), 26 FEET SOUTH OF THE CENTER LINE OF
 BL0184'OLD NOME ROAD, 5 FEET EAST OF A POWER POLE WITH TWO GUY WIRES, 1.2
 BL0184'FEET WEST OF A METAL WITNESS POST AND ABOUT 2 FEET BELOW THE LEVEL OF
 BL0184'THE TRACK AND IS A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 BL0184'0.3 FOOT.
 BL0184
 BL0184                          STATION RECOVERY (1987)
 BL0184
 BL0184'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0184'RECOVERED IN GOOD CONDITION.
 BL0184
 BL0184                          STATION RECOVERY (1988)
 BL0184
 BL0184'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0184'RECOVERED IN GOOD CONDITION.
 BL0184
 BL0184                          STATION RECOVERY (1990)
 BL0184
 BL0184'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0184'RECOVERED IN GOOD CONDITION.
 BL0184
 BL0184                          STATION RECOVERY (1994)
 BL0184
 BL0184'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0184'RECOVERED IN GOOD CONDITION.
 BL0184
 BL0184                          STATION RECOVERY (2001)
 BL0184
 BL0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0184
 BL0184                          STATION RECOVERY (2001)
 BL0184
 BL0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0184
 BL0184                          STATION RECOVERY (2003)
 BL0184
 BL0184'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0184'RECOVERED IN GOOD CONDITION.
 BL0184
 BL0184                          STATION RECOVERY (2004)
 BL0184
 BL0184'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3124 ***********************************************************************
 AW3124  DESIGNATION -  R 1140
 AW3124  PID         -  AW3124
 AW3124  STATE/COUNTY-  TX/LIBERTY
 AW3124  USGS QUAD   -  WHITES BAYOU (1994)
 AW3124
 AW3124                         *CURRENT SURVEY CONTROL
 AW3124  ___________________________________________________________________
 AW3124* NAD 83(1986)-  29 55 54.     (N)    094 36 33.     (W)     SCALED    
 AW3124* NAVD 88     -        12.90   (+/-2cm)      42.3    (feet)  VERTCON   
 AW3124  ___________________________________________________________________
 AW3124  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW3124  OBS GRAVITY -     979,297.3   (mgal)                       GRAV_OBS
 AW3124
 AW3124  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3124
 AW3124.The horizontal coordinates were scaled from a topographic map and have
 AW3124.an estimated accuracy of +/- 6 seconds.
 AW3124
 AW3124.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3124.The vertical order pertains to the NGVD 29 superseded value.
 AW3124
 AW3124.The geoid height was determined by GEOID03.
 AW3124.The observed gravity was obtained from relative gravimeter ties
 AW3124.to the IGSN71 gravity network.
 AW3124
 AW3124;                    North         East    Units  Estimated Accuracy
 AW3124;SPC TX C     - 3,043,600.    1,252,470.      MT  (+/- 180 meters Scaled)
 AW3124
 AW3124                          SUPERSEDED SURVEY CONTROL
 AW3124
 AW3124  NGVD 29 (??/??/92)   12.908  (m)           42.35   (f) ADJ UNCH    1 2
 AW3124
 AW3124.Superseded values are not recommended for survey control.
 AW3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3124.See file dsdata.txt to determine how the superseded data were derived.
 AW3124
 AW3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP446123(NAD 83)
 AW3124_MARKER: DB = BENCH MARK DISK
 AW3124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3124_SP_SET: CULVERT
 AW3124_STAMPING: R 1140 1959
 AW3124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3124+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3124
 AW3124  HISTORY     - Date     Condition        Report By
 AW3124  HISTORY     - 1959     MONUMENTED       CGS
 AW3124  HISTORY     - 1973     GOOD             NGS
 AW3124  HISTORY     - 20060121 GOOD             USPSQD
 AW3124
 AW3124                          STATION DESCRIPTION
 AW3124
 AW3124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3124'5.25 MI N FROM HANKAMER.
 AW3124'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF
 AW3124'CHRISTT AT HANKAMER, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AW3124'SET IN THE TOP OF THE EAST HEADWALL OF A 4 X 4 FT. BOX CONCRETE
 AW3124'CULVERT, AND 1 FOOT BELOW THE LEVEL OF THE ROAD.
 AW3124
 AW3124                          STATION RECOVERY (2006)
 AW3124
 AW3124'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3124'FOUND AS DESCRIBED. FOUND 1 FOOT FROM SOUTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0135 ***********************************************************************
 AH0135  DESIGNATION -  R 1141
 AH0135  PID         -  AH0135
 AH0135  STATE/COUNTY-  TX/SAN PATRICIO
 AH0135  USGS QUAD   -  TAFT (1975)
 AH0135
 AH0135                         *CURRENT SURVEY CONTROL
 AH0135  ___________________________________________________________________
 AH0135* NAD 83(1986)-  27 58 58.     (N)    097 24 24.     (W)     SCALED    
 AH0135* NAVD 88     -        16.029  (meters)      52.59   (feet)  ADJUSTED  
 AH0135  ___________________________________________________________________
 AH0135  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AH0135  DYNAMIC HT  -          16.005 (meters)      52.51  (feet)  COMP
 AH0135  MODELED GRAV-     979,135.1   (mgal)                       NAVD 88
 AH0135
 AH0135  VERT ORDER  -  FIRST     CLASS I
 AH0135
 AH0135.The horizontal coordinates were scaled from a topographic map and have
 AH0135.an estimated accuracy of +/- 6 seconds.
 AH0135
 AH0135.The orthometric height was determined by differential leveling
 AH0135.and adjusted by the National Geodetic Survey in December 1997..
 AH0135.WARNING-Repeat measurements at this control monument indicate possible
 AH0135.vertical movement.
 AH0135
 AH0135.The geoid height was determined by GEOID03.
 AH0135
 AH0135.The dynamic height is computed by dividing the NAVD 88
 AH0135.geopotential number by the normal gravity value computed on the
 AH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0135.degrees latitude (g = 980.6199 gals.).
 AH0135
 AH0135.The modeled gravity was interpolated from observed gravity values.
 AH0135
 AH0135;                    North         East    Units  Estimated Accuracy
 AH0135;SPC TX S     - 5,257,090.      407,560.      MT  (+/- 180 meters Scaled)
 AH0135
 AH0135                          SUPERSEDED SURVEY CONTROL
 AH0135
 AH0135  NAVD 88 (06/15/91)   16.009  (m)           52.52   (f) UNKNOWN     1 1
 AH0135  NGVD 29 (??/??/92)   16.183  (m)           53.09   (f) ADJ UNCH    1 1
 AH0135
 AH0135.Superseded values are not recommended for survey control.
 AH0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0135.See file dsdata.txt to determine how the superseded data were derived.
 AH0135
 AH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR566963(NAD 83)
 AH0135_MARKER: DB = BENCH MARK DISK
 AH0135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH0135_SP_SET: 32 FT
 AH0135_STAMPING: R 1141 1959
 AH0135_MARK LOGO: CGS   
 AH0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0135+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0135
 AH0135  HISTORY     - Date     Condition        Report By
 AH0135  HISTORY     - 1959     MONUMENTED       CGS
 AH0135  HISTORY     - 1978     GOOD             NGS
 AH0135  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0135  HISTORY     - 19950610 GOOD             USPSQD
 AH0135  HISTORY     - 19970203 GOOD             NGS
 AH0135
 AH0135                          STATION DESCRIPTION
 AH0135
 AH0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0135'0.75 MI NW FROM TAFT.
 AH0135'ABOUT 0.75 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0135'FROM THE STATION AT TAFT, 34 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 AH0135'THE MAIN TRACK, 76 FEET SOUTH OF MILEPOST 130, 62 FEET WEST OF A
 AH0135'SWITCH STAND, 86 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD
 AH0135'CROSSING, 73 FEET NORTHEAST OF THE NORTH CORNER OF A METAL BUILDING, 3
 AH0135'FEET NORTHEAST OF A POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST,
 AH0135'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A
 AH0135'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 32 FEET AND
 AH0135'IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 AH0135
 AH0135                          STATION RECOVERY (1978)
 AH0135
 AH0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0135'RECOVERED IN GOOD CONDITION.
 AH0135
 AH0135                          STATION RECOVERY (1984)
 AH0135
 AH0135'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0135'MARK NOT FOUND.
 AH0135
 AH0135                          STATION RECOVERY (1995)
 AH0135
 AH0135'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0135'RECOVERED IN GOOD CONDITION.
 AH0135
 AH0135                          STATION RECOVERY (1997)
 AH0135
 AH0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0135'13.0 KM (8.05 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AH0135'JUNCTION OF U.S.  HIGHWAY 77 IN SINTON, 42.5 M (139.4 FT) SOUTHWEST OF
 AH0135'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 23.8 M (78.1
 AH0135'FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, 18.2 M (59.7 FT) SOUTH OF
 AH0135'RAILROAD MILEPOST 130, 10.4 M (34.1 FT) SOUTHWEST OF THE NEAR RAIL OF
 AH0135'THE SOUTHERN PACIFIC RAILROAD, 7.8 M (25.6 FT) NORTHEAST OF AND LEVEL
 AH0135'WITH THE CENTER OF A DRIVEWAY, AND 0.3 M (1.0 FT) NORTHWEST OF A
 AH0135'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 AH0135'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3630 ***********************************************************************
 AW3630  DESIGNATION -  R 1142
 AW3630  PID         -  AW3630
 AW3630  STATE/COUNTY-  TX/HARRIS
 AW3630  USGS QUAD   -  PASADENA (1995)
 AW3630
 AW3630                         *CURRENT SURVEY CONTROL
 AW3630  ___________________________________________________________________
 AW3630* NAD 83(1986)-  29 44 42.     (N)    095 11 29.     (W)     SCALED    
 AW3630* NAVD 88     -         2.09   (+/-2cm)       6.9    (feet)  VERTCON   
 AW3630  ___________________________________________________________________
 AW3630  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3630
 AW3630  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3630
 AW3630.The horizontal coordinates were scaled from a topographic map and have
 AW3630.an estimated accuracy of +/- 6 seconds.
 AW3630
 AW3630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3630.The vertical order pertains to the NGVD 29 superseded value.
 AW3630
 AW3630.The geoid height was determined by GEOID03.
 AW3630
 AW3630;                    North         East    Units  Estimated Accuracy
 AW3630;SPC TXSC     - 4,217,860.      968,310.      MT  (+/- 180 meters Scaled)
 AW3630
 AW3630                          SUPERSEDED SURVEY CONTROL
 AW3630
 AW3630  NGVD 29 (??/??/92)    2.088  (m)            6.85   (f) ADJ UNCH    1 2
 AW3630
 AW3630.Superseded values are not recommended for survey control.
 AW3630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3630.See file dsdata.txt to determine how the superseded data were derived.
 AW3630
 AW3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN880925(NAD 83)
 AW3630_MARKER: DB = BENCH MARK DISK
 AW3630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3630_SP_SET: BASIN
 AW3630_STAMPING: R 1142 1959
 AW3630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3630
 AW3630  HISTORY     - Date     Condition        Report By
 AW3630  HISTORY     - 1959     MONUMENTED       CGS
 AW3630  HISTORY     - 1964     GOOD             NGS
 AW3630
 AW3630                          STATION DESCRIPTION
 AW3630
 AW3630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3630'2.05 MI NE FROM PASADENA.
 AW3630'ABOUT 0.7 MILE NORTH ALONG FEDERAL ROAD FROM THE NORTH END OF THE
 AW3630'WASHBURN TUNNEL AT PASADENA, THENCE 1.1 MILES NORTHEAST ALONG A
 AW3630'PRIVATE PAVED ROAD, THENCE 0.25 MILE NORTHEAST ALONG THE NORTHWEST
 AW3630'SIDE OF THE HOUSTON SHIP CHANNEL, ON PROPERTY BELONGING TO THE
 AW3630'SHEFFIELD STEEL COMPANY, 73 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A
 AW3630'STEEL BULKHEAD ON THE EDGE OF THE SHIP CHANNEL, 62 1/2 FEET SOUTHWEST
 AW3630'OF THE WEST CORNER OF A SMALL BRICK BUILDING, AT THE MOST
 AW3630'SOUTHEASTERLY OF 3 ROUND FILTERING BASINS, SET IN THE TOP OF THE
 AW3630'SOUTHEAST SIDE OF THE ROUND CONCRETE WALL OF THE BASIN, AND ABOUT 3
 AW3630'FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3900 ***********************************************************************
 AW3900  DESIGNATION -  R 1143
 AW3900  PID         -  AW3900
 AW3900  STATE/COUNTY-  TX/BRAZORIA
 AW3900  USGS QUAD   -  DANBURY (1974)
 AW3900
 AW3900                         *CURRENT SURVEY CONTROL
 AW3900  ___________________________________________________________________
 AW3900* NAD 83(1986)-  29 14 30.     (N)    095 19 19.     (W)     SCALED    
 AW3900* NAVD 88     -         4.76   (+/-2cm)      15.6    (feet)  VERTCON   
 AW3900  ___________________________________________________________________
 AW3900  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW3900
 AW3900  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW3900
 AW3900.The horizontal coordinates were scaled from a topographic map and have
 AW3900.an estimated accuracy of +/- 6 seconds.
 AW3900
 AW3900.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3900.The vertical order pertains to the NGVD 29 superseded value.
 AW3900
 AW3900.The geoid height was determined by GEOID03.
 AW3900
 AW3900;                    North         East    Units  Estimated Accuracy
 AW3900;SPC TXSC     - 4,161,700.      957,440.      MT  (+/- 180 meters Scaled)
 AW3900
 AW3900                          SUPERSEDED SURVEY CONTROL
 AW3900
 AW3900  NGVD 29 (??/??/92)    4.77   (m)           15.6    (f) COMPUTED    1 1
 AW3900
 AW3900.Superseded values are not recommended for survey control.
 AW3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3900.See file dsdata.txt to determine how the superseded data were derived.
 AW3900
 AW3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN743369(NAD 83)
 AW3900_MARKER: DB = BENCH MARK DISK
 AW3900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3900_SP_SET: WILL CASING
 AW3900_STAMPING: R 1143 1959
 AW3900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3900
 AW3900  HISTORY     - Date     Condition        Report By
 AW3900  HISTORY     - 1959     MONUMENTED       CGS
 AW3900  HISTORY     - 1973     GOOD             NGS
 AW3900
 AW3900                          STATION DESCRIPTION
 AW3900
 AW3900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3900'2.65 MI NE FROM DANBURY.
 AW3900'1.95 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 AW3900'OFFICE AT DANBURY, THENCE 0.45 MILE SOUTHWEST ALONG A MACADUM ROAD TO
 AW3900'A TURN TO THE SOUTHEAST, THENCE 0.15 MILE SOUTHWEST ALONG A PRIVATE
 AW3900'SHELL ROAD, AT FLOWING GAS WELL 2 EMIL KORENEK ET AL B, ABOUT 0.25
 AW3900'MILE SOUTHWEST OF A GROUP OF SMALL STORAGE TANKS, ABOUT 0.2 MILE
 AW3900'SOUTHWEST OF A CATTLE BARN, AT THE DANBURY GAS UNIT WELL VI, WELL 1,
 AW3900'WHICH IS 3,509 FEET DEEP, IN THE TOP OF THE CONCRETE CAP ON THE TOP OF
 AW3900'A 9 5/8-INCH GAS WELL CASING, 317 FEET SOUTH OF THE FLOWING GAS WELL,
 AW3900'228 FEET NORTHEAST OF A FENCE CORNER, 176 FEET SOUTHWEST OF A 24-INCH
 AW3900'LIVE OAK TREE, 80 FEET NORTHWEST OF A FENCE AROUND A RESERVE PIT, AND
 AW3900'ABOUT 3 FEET BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0473 ***********************************************************************
 AW0473  DESIGNATION -  R 1144
 AW0473  PID         -  AW0473
 AW0473  STATE/COUNTY-  TX/GALVESTON
 AW0473  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0473
 AW0473                         *CURRENT SURVEY CONTROL
 AW0473  ___________________________________________________________________
 AW0473* NAD 83(1986)-  29 19 38.     (N)    094 57 37.     (W)     SCALED    
 AW0473* NAVD 88     -         2.00   (+/-2cm)       6.6    (feet)  VERTCON   
 AW0473  ___________________________________________________________________
 AW0473  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW0473
 AW0473  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0473
 AW0473.The horizontal coordinates were scaled from a topographic map and have
 AW0473.an estimated accuracy of +/- 6 seconds.
 AW0473
 AW0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0473.The vertical order pertains to the NGVD 29 superseded value.
 AW0473
 AW0473.The geoid height was determined by GEOID03.
 AW0473
 AW0473;                    North         East    Units  Estimated Accuracy
 AW0473;SPC TXSC     - 4,172,340.      992,250.      MT  (+/- 180 meters Scaled)
 AW0473
 AW0473                          SUPERSEDED SURVEY CONTROL
 AW0473
 AW0473  NGVD 29 (??/??/92)    1.997  (m)            6.55   (f) ADJ UNCH    1 1
 AW0473
 AW0473.Superseded values are not recommended for survey control.
 AW0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0473.See file dsdata.txt to determine how the superseded data were derived.
 AW0473
 AW0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN096458(NAD 83)
 AW0473_MARKER: DB = BENCH MARK DISK
 AW0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0473_SP_SET: CONCRETE BASE
 AW0473_STAMPING: R 1144 1959
 AW0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0473
 AW0473  HISTORY     - Date     Condition        Report By
 AW0473  HISTORY     - 1959     MONUMENTED       CGS
 AW0473  HISTORY     - 1973     GOOD             NGS
 AW0473  HISTORY     - 1978     GOOD             NGS
 AW0473  HISTORY     - 19891107 MARK NOT FOUND   USPSQD
 AW0473  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW0473
 AW0473                          STATION DESCRIPTION
 AW0473
 AW0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0473'4.0 MI E FROM HITCHCOCK.
 AW0473'4.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0473'THE STATION AT HITCHOCK, 13 POLES WEST OF MILEPOST 10, 7 RAILS NORTH
 AW0473'OF THE SOUTH END OF TEXAS CITY JUNCTION SIDING, IN THE TOP OF THE
 AW0473'SOUTHWEST CORNER OF THE CONCRETE BASE OF SEMAPHORE 101, 8.2 FEET SOUTH
 AW0473'OF THE SOUTH RAIL OF THE MAIN TRACK, 6.6 FEET NORTH OF THE NORTH RAIL
 AW0473'OF A SIDE TRACK, ABOUT 1 FOOT HIGHER THAN THE TRACK, AND 1.2 FEET
 AW0473'ABOVE THE GROUND.
 AW0473
 AW0473                          STATION RECOVERY (1978)
 AW0473
 AW0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0473'RECOVERED IN GOOD CONDITION.
 AW0473
 AW0473                          STATION RECOVERY (1989)
 AW0473
 AW0473'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 AW0473'MARK NOT FOUND.
 AW0473
 AW0473                          STATION RECOVERY (1995)
 AW0473
 AW0473'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1668 ***********************************************************************
 AW1668  DESIGNATION -  R 1145
 AW1668  PID         -  AW1668
 AW1668  STATE/COUNTY-  TX/CHAMBERS
 AW1668  USGS QUAD   -  COVE (1993)
 AW1668
 AW1668                         *CURRENT SURVEY CONTROL
 AW1668  ___________________________________________________________________
 AW1668* NAD 83(1986)-  29 50 17.     (N)    094 45 32.     (W)     SCALED    
 AW1668* NAVD 88     -         9.14   (+/-2cm)      30.0    (feet)  VERTCON   
 AW1668  ___________________________________________________________________
 AW1668  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW1668
 AW1668  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1668
 AW1668.The horizontal coordinates were scaled from a topographic map and have
 AW1668.an estimated accuracy of +/- 6 seconds.
 AW1668
 AW1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1668.The vertical order pertains to the NGVD 29 superseded value.
 AW1668
 AW1668.The geoid height was determined by GEOID03.
 AW1668
 AW1668;                    North         East    Units  Estimated Accuracy
 AW1668;SPC TXSC     - 4,229,610.    1,009,740.      MT  (+/- 180 meters Scaled)
 AW1668
 AW1668                          SUPERSEDED SURVEY CONTROL
 AW1668
 AW1668  NGVD 29 (??/??/92)    9.141  (m)           29.99   (f) ADJ UNCH    1 2
 AW1668
 AW1668.Superseded values are not recommended for survey control.
 AW1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1668.See file dsdata.txt to determine how the superseded data were derived.
 AW1668
 AW1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP300021(NAD 83)
 AW1668_MARKER: DB = BENCH MARK DISK
 AW1668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1668_SP_SET: BRIDGE
 AW1668_STAMPING: R 1145 1959
 AW1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1668
 AW1668  HISTORY     - Date     Condition        Report By
 AW1668  HISTORY     - 1959     MONUMENTED       CGS
 AW1668  HISTORY     - 1973     GOOD             NGS
 AW1668  HISTORY     - 1975     GOOD             NGS
 AW1668  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1668  HISTORY     - 19890424 MARK NOT FOUND   USPSQD
 AW1668  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW1668  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1668
 AW1668                          STATION DESCRIPTION
 AW1668
 AW1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1668'3.85 MI W FROM WALLISVILLE.
 AW1668'ABOUT 3.85 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE INTERSTATE
 AW1668'10 OVERPASS OVER FARM ROAD 563 AT WALLISVILLE, AT THE EAST END OF THE
 AW1668'CONCRETE BRIDGE OVER TRINITY RIVER, SET IN THE TOP OF AND CENTER OF
 AW1668'THE CONCRETE ISLAND DIVIDING THE TRAFFIC LANES OF THE HIGHWAY, 14.6
 AW1668'FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND LANES, ABOUT 1/2-FOOT
 AW1668'ABOVE THE LEVEL OF THE HIGHWAY.
 AW1668
 AW1668                          STATION RECOVERY (1975)
 AW1668
 AW1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AW1668'RECOVERED IN GOOD CONDITION.
 AW1668
 AW1668                          STATION RECOVERY (1978)
 AW1668
 AW1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1668'NOTE=THIS MARK IS COVERED OVER BY A NEW DIVIDER.
 AW1668
 AW1668                          STATION RECOVERY (1989)
 AW1668
 AW1668'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1668'MARK NOT FOUND.
 AW1668
 AW1668                          STATION RECOVERY (1996)
 AW1668
 AW1668'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1668'MARK NOT FOUND.
 AW1668
 AW1668                          STATION RECOVERY (2001)
 AW1668
 AW1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1668'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1739 ***********************************************************************
 AW1739  DESIGNATION -  R 1146 RESET
 AW1739  PID         -  AW1739
 AW1739  STATE/COUNTY-  TX/HARRIS
 AW1739  USGS QUAD   -  LA PORTE (1982)
 AW1739
 AW1739                         *CURRENT SURVEY CONTROL
 AW1739  ___________________________________________________________________
 AW1739* NAD 83(1986)-  29 41 45.     (N)    095 04 01.     (W)     SCALED    
 AW1739* NAVD 88     -         9.030  (meters)      29.63   (feet)  ADJUSTED  
 AW1739  ___________________________________________________________________
 AW1739  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1739  DYNAMIC HT  -           9.018 (meters)      29.59  (feet)  COMP
 AW1739  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 AW1739  OBS GRAVITY -     979,281.6   (mgal)                       GRAV_OBS
 AW1739
 AW1739  VERT ORDER  -  FIRST     CLASS I
 AW1739
 AW1739.The horizontal coordinates were scaled from a topographic map and have
 AW1739.an estimated accuracy of +/- 6 seconds.
 AW1739
 AW1739.The orthometric height was determined by differential leveling
 AW1739.and adjusted by the National Geodetic Survey in June 1991..
 AW1739
 AW1739.The geoid height was determined by GEOID03.
 AW1739
 AW1739.The dynamic height is computed by dividing the NAVD 88
 AW1739.geopotential number by the normal gravity value computed on the
 AW1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1739.degrees latitude (g = 980.6199 gals.).
 AW1739
 AW1739.The modeled gravity was interpolated from observed gravity values.
 AW1739.The observed gravity was obtained from relative gravimeter ties
 AW1739.to the IGSN71 gravity network.
 AW1739
 AW1739;                    North         East    Units  Estimated Accuracy
 AW1739;SPC TXSC     - 4,212,810.      980,520.      MT  (+/- 180 meters Scaled)
 AW1739
 AW1739                          SUPERSEDED SURVEY CONTROL
 AW1739
 AW1739  NGVD 29 (12/23/87)    9.027  (m)           29.62   (f) ADJUSTED    1 1
 AW1739
 AW1739.Superseded values are not recommended for survey control.
 AW1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1739.See file dsdata.txt to determine how the superseded data were derived.
 AW1739
 AW1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN000868(NAD 83)
 AW1739_MARKER: DB = BENCH MARK DISK
 AW1739_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1739+WITH SETTING: PAVEMENT
 AW1739_SP_SET: ABANDONED SEMAPHORE FOUNDATION
 AW1739_STAMPING: R 1146 RESET 1967
 AW1739_MARK LOGO: CGS   
 AW1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1739+STABILITY: SURFACE MOTION
 AW1739
 AW1739  HISTORY     - Date     Condition        Report By
 AW1739  HISTORY     - 1967     MONUMENTED       CGS
 AW1739  HISTORY     - 1973     GOOD             NGS
 AW1739  HISTORY     - 1976     GOOD             NGS
 AW1739  HISTORY     - 1976     GOOD             NGS
 AW1739  HISTORY     - 1978     GOOD             NGS
 AW1739  HISTORY     - 1983     GOOD             NGS
 AW1739  HISTORY     - 1986     GOOD             NGS
 AW1739  HISTORY     - 1987     GOOD             USPSQD
 AW1739  HISTORY     - 1987     GOOD             USPSQD
 AW1739  HISTORY     - 1987     GOOD             USPSQD
 AW1739  HISTORY     - 1987     GOOD             USPSQD
 AW1739  HISTORY     - 1987     GOOD             USPSQD
 AW1739  HISTORY     - 1988     GOOD             USPSQD
 AW1739  HISTORY     - 1988     GOOD             USPSQD
 AW1739  HISTORY     - 1989     GOOD             USPSQD
 AW1739  HISTORY     - 1989     GOOD             USPSQD
 AW1739  HISTORY     - 1989     GOOD             USPSQD
 AW1739  HISTORY     - 1989     GOOD             USPSQD
 AW1739  HISTORY     - 1990     GOOD             USPSQD
 AW1739  HISTORY     - 19970927 GOOD             USPSQD
 AW1739  HISTORY     - 19970929 GOOD             USPSQD
 AW1739  HISTORY     - 20010331 GOOD             NGS
 AW1739
 AW1739                          STATION DESCRIPTION
 AW1739
 AW1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1739'4.55 MI E FROM DEER PARK.
 AW1739'ABOUT 0.85 MILE NORTH ALONG CENTER ST. FROM THE CITY HALL AT DEER
 AW1739'PARK, THENCE 3.7 MILES EAST ALONG STATE HIGHWAY 225, AT THE JUNCTION
 AW1739'OF MILLER RD. CUTOFF, ABOUT 91 FEET SOUTH OF AND ACROSS FROM THE
 AW1739'SOUTHERN PACIFIC RAILROAD FROM THE CENTER LINE OF THE EASTBOUND
 AW1739'TRAFFIC LANE, ABOUT 93 FEET EAST OF A TELEPHONE POLE, 8 FEET SOUTH OF
 AW1739'THE SOUTH RAIL, SET IN THE TOP OF AN ABANDONED CONCRETE FOUNDATION OF
 AW1739'A SEMAPHORE AND PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AW1739
 AW1739                          STATION RECOVERY (1976)
 AW1739
 AW1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1976)
 AW1739
 AW1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1978)
 AW1739
 AW1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1983)
 AW1739
 AW1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1986)
 AW1739
 AW1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1739'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE WITH
 AW1739'THE FOLLOWING CHANGES.  DELETE 93 FEET EAST OF A TELEPHONE POLE.
 AW1739'ADD--22.1 METERS (72.5 FT) WEST OF THE EXTENDED CENTERLINE OF MILLER
 AW1739'CUTOFF ROAD.
 AW1739
 AW1739                          STATION RECOVERY (1987)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1987)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1987)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1987)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1987)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1988)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1988)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1989)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1989)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1989)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1989)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1990)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1997)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (1997)
 AW1739
 AW1739'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1739'RECOVERED IN GOOD CONDITION.
 AW1739
 AW1739                          STATION RECOVERY (2001)
 AW1739
 AW1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1739'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1719 ***********************************************************************
 AW1719  DESIGNATION -  R 1147
 AW1719  PID         -  AW1719
 AW1719  STATE/COUNTY-  TX/HARRIS
 AW1719  USGS QUAD   -  PASADENA (1995)
 AW1719
 AW1719                         *CURRENT SURVEY CONTROL
 AW1719  ___________________________________________________________________
 AW1719* NAD 83(1986)-  29 40 43.     (N)    095 10 21.     (W)     SCALED    
 AW1719* NAVD 88     -         9.956  (meters)      32.66   (feet)  ADJUSTED  
 AW1719  ___________________________________________________________________
 AW1719  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1719  DYNAMIC HT  -           9.943 (meters)      32.62  (feet)  COMP
 AW1719  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 AW1719
 AW1719  VERT ORDER  -  FIRST     CLASS II
 AW1719
 AW1719.The horizontal coordinates were scaled from a topographic map and have
 AW1719.an estimated accuracy of +/- 6 seconds.
 AW1719
 AW1719.The orthometric height was determined by differential leveling
 AW1719.and adjusted by the National Geodetic Survey in June 1991..
 AW1719
 AW1719.The geoid height was determined by GEOID03.
 AW1719
 AW1719.The dynamic height is computed by dividing the NAVD 88
 AW1719.geopotential number by the normal gravity value computed on the
 AW1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1719.degrees latitude (g = 980.6199 gals.).
 AW1719
 AW1719.The modeled gravity was interpolated from observed gravity values.
 AW1719
 AW1719;                    North         East    Units  Estimated Accuracy
 AW1719;SPC TXSC     - 4,210,570.      970,380.      MT  (+/- 180 meters Scaled)
 AW1719
 AW1719                          SUPERSEDED SURVEY CONTROL
 AW1719
 AW1719  NGVD 29 (12/23/87)    9.953  (m)           32.65   (f) ADJUSTED    1 2
 AW1719
 AW1719.Superseded values are not recommended for survey control.
 AW1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1719.See file dsdata.txt to determine how the superseded data were derived.
 AW1719
 AW1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN897851(NAD 83)
 AW1719_MARKER: DB = BENCH MARK DISK
 AW1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1719_SP_SET: CONCRETE POST
 AW1719_STAMPING: R 1147 1959
 AW1719_MARK LOGO: CGS   
 AW1719_PROJECTION: RECESSED 5 CENTIMETERS
 AW1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1719+STABILITY: SURFACE MOTION
 AW1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1719+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 AW1719
 AW1719  HISTORY     - Date     Condition        Report By
 AW1719  HISTORY     - 1959     MONUMENTED       CGS
 AW1719  HISTORY     - 1964     GOOD             NGS
 AW1719  HISTORY     - 1978     GOOD             NGS
 AW1719  HISTORY     - 1986     GOOD             NGS
 AW1719  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1719  HISTORY     - 1989     GOOD             USPSQD
 AW1719  HISTORY     - 1989     GOOD             USPSQD
 AW1719  HISTORY     - 19980307 GOOD             USPSQD
 AW1719  HISTORY     - 20041126 GOOD             USPSQD
 AW1719
 AW1719                          STATION DESCRIPTION
 AW1719
 AW1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1719'4.8 MI NE FROM DUMONT (SOUTH HOUSTON).
 AW1719'ABOUT 0.1 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1719'RAILROAD FROM THE STATION AT DUMONT, THENCE ABOUT 3.75 MILES EAST
 AW1719'ALONG SPENCER HIGHWAY, THENCE ABOUT 0.95 MILE NORTH ALONG PRESTON
 AW1719'AVENUE, 29 FEET EAST OF THE CENTER LINE OF THE AVENUE, 24 FEET NORTH
 AW1719'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 36 FEET SOUTH OF A POWER
 AW1719'POLE, 11 FEET NORTH OF A FENCE CORNER POST, 1 FOOT WEST OF A FENCE,
 AW1719'1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 AW1719'CONCRETE POST FLUSH WITH THE GROUND.
 AW1719
 AW1719                          STATION RECOVERY (1964)
 AW1719
 AW1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1719'RECOVERED IN GOOD CONDITION.
 AW1719
 AW1719                          STATION RECOVERY (1978)
 AW1719
 AW1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1719'RECOVERED IN GOOD CONDITION.
 AW1719
 AW1719                          STATION RECOVERY (1986)
 AW1719
 AW1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1719'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.4 KM (0.9 MI)
 AW1719'NORTH ALONG PRESTON AVENUE FROM THE JUNCTION OF SPENCER HIGHWAY IN
 AW1719'PASADENA TO THE MARK ON THE RIGHT, IN FRONT OF A LUMBER COMPANY, 5.0
 AW1719'METERS (16.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 AW1719'AVENUE, 11.49 METERS (37.7 FT) SOUTH OF UTILITY POLE NO. 2311 WITH AN
 AW1719'ELECTRIC METER, 7.74 METERS (37.7 FT) WEST OF A CHAIN LINK FENCE
 AW1719'AROUND THE LUMBER COMPANY, 7.31 METERS (24.0 FT) NORTH OF THE CENTER
 AW1719'OF A PRIVATE DRIVE LEADING TO A ONE-STORY FRAME HOUSE, 1.22 METERS
 AW1719'(4.0 FT) EAST OF THE EAST CURB OF THE AVENUE.
 AW1719'THE MARK IS 0.18 M ABOVE AVENUE.
 AW1719
 AW1719                          STATION RECOVERY (1987)
 AW1719
 AW1719'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1719'MARK NOT FOUND.
 AW1719
 AW1719                          STATION RECOVERY (1989)
 AW1719
 AW1719'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1719'RECOVERED IN GOOD CONDITION.
 AW1719
 AW1719                          STATION RECOVERY (1989)
 AW1719
 AW1719'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1719'RECOVERED IN GOOD CONDITION.
 AW1719
 AW1719                          STATION RECOVERY (1998)
 AW1719
 AW1719'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1719'RECOVERED IN GOOD CONDITION.
 AW1719
 AW1719                          STATION RECOVERY (2004)
 AW1719
 AW1719'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0120 ***********************************************************************
 AW0120  DESIGNATION -  R 1148 RESET
 AW0120  PID         -  AW0120
 AW0120  STATE/COUNTY-  TX/WALLER
 AW0120  USGS QUAD   -  BROOKSHIRE (1980)
 AW0120
 AW0120                         *CURRENT SURVEY CONTROL
 AW0120  ___________________________________________________________________
 AW0120* NAD 83(1986)-  29 46 53.     (N)    095 59 44.     (W)     SCALED    
 AW0120* NAVD 88     -        36.504  (meters)     119.76   (feet)  ADJUSTED  
 AW0120  ___________________________________________________________________
 AW0120  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0120  DYNAMIC HT  -          36.454 (meters)     119.60  (feet)  COMP
 AW0120  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 AW0120  OBS GRAVITY -     979,271.5   (mgal)                       GRAV_OBS
 AW0120
 AW0120  VERT ORDER  -  FIRST     CLASS I
 AW0120
 AW0120.The horizontal coordinates were scaled from a topographic map and have
 AW0120.an estimated accuracy of +/- 6 seconds.
 AW0120
 AW0120.The orthometric height was determined by differential leveling
 AW0120.and adjusted by the National Geodetic Survey in June 1991..
 AW0120
 AW0120.The geoid height was determined by GEOID03.
 AW0120
 AW0120.The dynamic height is computed by dividing the NAVD 88
 AW0120.geopotential number by the normal gravity value computed on the
 AW0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0120.degrees latitude (g = 980.6199 gals.).
 AW0120
 AW0120.The modeled gravity was interpolated from observed gravity values.
 AW0120.The observed gravity was obtained from relative gravimeter ties
 AW0120.to the IGSN71 gravity network.
 AW0120
 AW0120;                    North         East    Units  Estimated Accuracy
 AW0120;SPC TXSC     - 4,219,630.      890,460.      MT  (+/- 180 meters Scaled)
 AW0120
 AW0120                          SUPERSEDED SURVEY CONTROL
 AW0120
 AW0120  NGVD 29 (12/23/87)   36.486  (m)          119.70   (f) ADJUSTED    1 1
 AW0120
 AW0120.Superseded values are not recommended for survey control.
 AW0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0120.See file dsdata.txt to determine how the superseded data were derived.
 AW0120
 AW0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN103983(NAD 83)
 AW0120_MARKER: DB = BENCH MARK DISK
 AW0120_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0120_SP_SET: COPPER-CLAD STEEL ROD
 AW0120_STAMPING: R 1148 RESET 1973
 AW0120_MARK LOGO: NGS   
 AW0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0120
 AW0120  HISTORY     - Date     Condition        Report By
 AW0120  HISTORY     - 1973     MONUMENTED       NGS
 AW0120  HISTORY     - 1976     GOOD             NGS
 AW0120  HISTORY     - 1978     GOOD             NGS
 AW0120  HISTORY     - 1986     GOOD             NGS
 AW0120  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0120  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AW0120
 AW0120                          STATION DESCRIPTION
 AW0120
 AW0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0120'2.55 MI W FROM BROOKSHIRE.
 AW0120'ABOUT 2.55 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0120'THE STATION AT BROOKSHIRE, ABOUT 0.3 MILE EAST OF MILE POST 1045, 39.2
 AW0120'FEET SOUTH OF THE SOUTH RAIL, 113.2 FEET WEST OF THE CENTER LINE OF A
 AW0120'GRAVEL ROAD LEADING NORTH, 32.6 FEET NORTH OF THE CENTER LINE OF AN
 AW0120'ACCESS ROAD OF OLD U. S. HIGHWAY 90, 1 FOOT NORTH OF A METAL WITNESS
 AW0120'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND 6 FEET BELOW THE
 AW0120'LEVEL OF THE TRACKS, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER
 AW0120'COATED STEEL ROD AND PROTECTED BY A 5-INCH PLASTIC DRAINAGE TILE WHICH
 AW0120'PROJECTS 0.2 FOOT BELOW THE SURFACE OF THE GROUND.  THE ROD WAS DRIVEN
 AW0120'TO A DEPTH OF 31 1/2 FEET.
 AW0120
 AW0120                          STATION RECOVERY (1976)
 AW0120
 AW0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0120'RECOVERED IN GOOD CONDITION.
 AW0120
 AW0120                          STATION RECOVERY (1978)
 AW0120
 AW0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0120'RECOVERED IN GOOD CONDITION.
 AW0120
 AW0120                          STATION RECOVERY (1986)
 AW0120
 AW0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0120'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0120'ADD--4.3 KM (2.65 MI) WEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF FM
 AW0120'ROAD 359 SOUTH IN BROOKSHIRE.
 AW0120
 AW0120                          STATION RECOVERY (1990)
 AW0120
 AW0120'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0120'MARK NOT FOUND.
 AW0120
 AW0120                          STATION RECOVERY (2004)
 AW0120
 AW0120'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1174 ***********************************************************************
 BL1174  DESIGNATION -  R 1149
 BL1174  PID         -  BL1174
 BL1174  STATE/COUNTY-  TX/MONTGOMERY
 BL1174  USGS QUAD   -  TAMINA (1979)
 BL1174
 BL1174                         *CURRENT SURVEY CONTROL
 BL1174  ___________________________________________________________________
 BL1174* NAD 83(1986)-  30 09 59.     (N)    095 26 19.     (W)     SCALED    
 BL1174* NAVD 88     -        42.165  (meters)     138.34   (feet)  ADJUSTED  
 BL1174  ___________________________________________________________________
 BL1174  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1174  DYNAMIC HT  -          42.108 (meters)     138.15  (feet)  COMP
 BL1174  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 BL1174
 BL1174  VERT ORDER  -  FIRST     CLASS I
 BL1174
 BL1174.The horizontal coordinates were scaled from a topographic map and have
 BL1174.an estimated accuracy of +/- 6 seconds.
 BL1174
 BL1174.The orthometric height was determined by differential leveling
 BL1174.and adjusted by the National Geodetic Survey in June 1991..
 BL1174
 BL1174.The geoid height was determined by GEOID03.
 BL1174
 BL1174.The dynamic height is computed by dividing the NAVD 88
 BL1174.geopotential number by the normal gravity value computed on the
 BL1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1174.degrees latitude (g = 980.6199 gals.).
 BL1174
 BL1174.The modeled gravity was interpolated from observed gravity values.
 BL1174
 BL1174;                    North         East    Units  Estimated Accuracy
 BL1174;SPC TX C     - 3,065,770.    1,171,330.      MT  (+/- 180 meters Scaled)
 BL1174
 BL1174                          SUPERSEDED SURVEY CONTROL
 BL1174
 BL1174  NGVD 29 (12/23/87)   42.166  (m)          138.34   (f) ADJUSTED    1 1
 BL1174
 BL1174.Superseded values are not recommended for survey control.
 BL1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1174.See file dsdata.txt to determine how the superseded data were derived.
 BL1174
 BL1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP651397(NAD 83)
 BL1174_MARKER: DB = BENCH MARK DISK
 BL1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1174_SP_SET: CONCRETE POST
 BL1174_STAMPING: R 1149 1959
 BL1174_MARK LOGO: CGS   
 BL1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1174+STABILITY: SURFACE MOTION
 BL1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1174+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 BL1174
 BL1174  HISTORY     - Date     Condition        Report By
 BL1174  HISTORY     - 1959     MONUMENTED       CGS
 BL1174  HISTORY     - 1973     GOOD             NGS
 BL1174  HISTORY     - 1978     GOOD             NGS
 BL1174  HISTORY     - 1987     GOOD             NGS
 BL1174  HISTORY     - 20010709 GOOD             JCLS
 BL1174  HISTORY     - 20040918 GOOD             USPSQD
 BL1174
 BL1174                          STATION DESCRIPTION
 BL1174
 BL1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1174'6.2 MI N FROM SPRING.
 BL1174'ABOUT 6.2 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1174'CROSSING OF SPRING SCHOOL ROAD, ABOUT 143 FEET NORTH OF THE CROSSING
 BL1174'OF A PAVED ROAD LEADING EAST TO CHATEAU WOODS SUBDIVISION, 45.7 FEET
 BL1174'WEST OF THE WEST RAIL, 11.5 FEET SOUTHWEST OF A TELEPHONE POLE, 1.7
 BL1174'FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST, AND
 BL1174'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL, SET IN THE TOP OF A CONCRETE
 BL1174'POST PROJECTING 0.3 FOOT.
 BL1174
 BL1174                          STATION RECOVERY (1978)
 BL1174
 BL1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1174'RECOVERED IN GOOD CONDITION.
 BL1174
 BL1174                          STATION RECOVERY (1987)
 BL1174
 BL1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1174'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1174'DELETE--11.5 FEET SOUTHWEST OF A TELEPHONE POLE.
 BL1174
 BL1174                          STATION RECOVERY (2001)
 BL1174
 BL1174'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BL1174'RECOVERED IN GOOD CONDITION.
 BL1174
 BL1174                          STATION RECOVERY (2004)
 BL1174
 BL1174'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2182 ***********************************************************************
 CS2182  DESIGNATION -  R 115
 CS2182  PID         -  CS2182
 CS2182  STATE/COUNTY-  TX/HOOD
 CS2182  USGS QUAD   -  GRANBURY (1979)
 CS2182
 CS2182                         *CURRENT SURVEY CONTROL
 CS2182  ___________________________________________________________________
 CS2182* NAD 83(1986)-  32 24 32.     (N)    097 47 15.     (W)     SCALED    
 CS2182* NAVD 88     -       233.993  (meters)     767.69   (feet)  ADJUSTED  
 CS2182  ___________________________________________________________________
 CS2182  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CS2182  DYNAMIC HT  -         233.708 (meters)     766.76  (feet)  COMP
 CS2182  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 CS2182
 CS2182  VERT ORDER  -  SECOND    CLASS 0
 CS2182
 CS2182.The horizontal coordinates were scaled from a topographic map and have
 CS2182.an estimated accuracy of +/- 6 seconds.
 CS2182
 CS2182.The orthometric height was determined by differential leveling
 CS2182.and adjusted by the National Geodetic Survey in June 1991..
 CS2182
 CS2182.The geoid height was determined by GEOID03.
 CS2182
 CS2182.The dynamic height is computed by dividing the NAVD 88
 CS2182.geopotential number by the normal gravity value computed on the
 CS2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2182.degrees latitude (g = 980.6199 gals.).
 CS2182
 CS2182.The modeled gravity was interpolated from observed gravity values.
 CS2182
 CS2182;                    North         East    Units  Estimated Accuracy
 CS2182;SPC TXNC     - 2,082,530.      667,020.      MT  (+/- 180 meters Scaled)
 CS2182
 CS2182                          SUPERSEDED SURVEY CONTROL
 CS2182
 CS2182  NGVD 29 (??/??/92)  233.963  (m)          767.59   (f) ADJ UNCH    2 0
 CS2182
 CS2182.Superseded values are not recommended for survey control.
 CS2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2182.See file dsdata.txt to determine how the superseded data were derived.
 CS2182
 CS2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA140864(NAD 83)
 CS2182_MARKER: DB = BENCH MARK DISK
 CS2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2182_STAMPING: R 115 1933 767.594
 CS2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2182+STABILITY: SURFACE MOTION
 CS2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2182+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS2182
 CS2182  HISTORY     - Date     Condition        Report By
 CS2182  HISTORY     - 1933     MONUMENTED       CGS
 CS2182  HISTORY     - 1952     GOOD             NGS
 CS2182  HISTORY     - 20041023 GOOD             USPSQD
 CS2182  HISTORY     - 20051119 GOOD             USPSQD
 CS2182
 CS2182                          STATION DESCRIPTION
 CS2182
 CS2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2182'2.9 MI S FROM GRANBURY.
 CS2182'ABOUT 2.9 MILES SOUTH ALONG THE GRANBURY-GLEN ROSE HIGHWAY NO. 144,
 CS2182'FROM THE HOOD COUNTY COURT HOUSE, IN THE EAST PART OF A ROCKY FARM
 CS2182'YARD, ABOUT 125 YARDS EAST OF THE HIGHWAY, 85 YARDS EAST OF A SQUARE,
 CS2182'WHITE HOUSE, ON THE TOP OR WEST EDGE OF THE OLD ROAD BED WHICH HAS
 CS2182'BEEN FENCED IN AND ABANDONED.  A STANDARD DISK STAMPED AS ABOVE, IN A
 CS2182'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 CS2182
 CS2182                          STATION RECOVERY (2004)
 CS2182
 CS2182'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CS2182'OLD ABANDON HOUSE NOW PAINTED YELLOW LOCATED ON PRIVATE PROPETY GO ON
 CS2182'A LINE PARALLEL TO THE SOUTH WALL AND MEASURED FOR THE SE CORNER OF
 CS2182'THE HOUSE 249.5 FEET EAST THEN 22 FEET SOUTH THE MARK STAND IN
 CS2182'CONCRETE POST 10 INCHES ABOVE GROUND
 CS2182
 CS2182                          STATION RECOVERY (2005)
 CS2182
 CS2182'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CS2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2351 ***********************************************************************
 AW2351  DESIGNATION -  R 1150
 AW2351  PID         -  AW2351
 AW2351  STATE/COUNTY-  TX/HARRIS
 AW2351  USGS QUAD   -  BELLAIRE (1995)
 AW2351
 AW2351                         *CURRENT SURVEY CONTROL
 AW2351  ___________________________________________________________________
 AW2351* NAD 83(1986)-  29 43 31.     (N)    095 25 50.     (W)     SCALED    
 AW2351* NAVD 88     -        17.24   (+/-2cm)      56.6    (feet)  VERTCON   
 AW2351  ___________________________________________________________________
 AW2351  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW2351
 AW2351  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2351
 AW2351.The horizontal coordinates were scaled from a topographic map and have
 AW2351.an estimated accuracy of +/- 6 seconds.
 AW2351
 AW2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2351.The vertical order pertains to the NGVD 29 superseded value.
 AW2351
 AW2351.The geoid height was determined by GEOID03.
 AW2351
 AW2351;                    North         East    Units  Estimated Accuracy
 AW2351;SPC TXSC     - 4,214,950.      945,250.      MT  (+/- 180 meters Scaled)
 AW2351
 AW2351                          SUPERSEDED SURVEY CONTROL
 AW2351
 AW2351  NGVD 29 (??/??/92)   17.234  (m)           56.54   (f) ADJ UNCH    1 2
 AW2351
 AW2351.Superseded values are not recommended for survey control.
 AW2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2351.See file dsdata.txt to determine how the superseded data were derived.
 AW2351
 AW2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN648908(NAD 83)
 AW2351_MARKER: DB = BENCH MARK DISK
 AW2351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2351_SP_SET: ABUTMENT
 AW2351_STAMPING: R 1150 1959
 AW2351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2351
 AW2351  HISTORY     - Date     Condition        Report By
 AW2351  HISTORY     - 1959     MONUMENTED       CGS
 AW2351  HISTORY     - 1964     GOOD             NGS
 AW2351  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2351  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2351  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2351  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW2351
 AW2351                          STATION DESCRIPTION
 AW2351
 AW2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2351'6.3 MI SW FROM HOUSTON.
 AW2351'ABOUT 0.4 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2351'RAILROAD STATION AT HOUSTON, THENCE ABOUT 3.2 MILES SOUTH-SOUTHWEST
 AW2351'ALONG MAIN STREET, THENCE ABOUT 2.7 MILES WEST ALONG BISSONNET STREET,
 AW2351'OR ABOUT 0.05 MILE NORTH ALONG RICE AVENUE FROM THE POSTOFFICE AT
 AW2351'BELLAIRE, THENCE ABOUT 2.45 MILES NORTHEAST ALONG RICHMOND ROAD, AT
 AW2351'THE INTERSECTION OF EDLOE STREET, 17 1/2 FEET NORTH OF THE CENTER LINE
 AW2351'OF THE NORTH TRAFFIC LANE OF BISSONNET STREET, 30 FEET WEST OF THE
 AW2351'CENTER LINE OF THE EAST TRAFFIC LANE OF EDLOE STREET, IN THE TOP OF
 AW2351'THE NORTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE OVER A
 AW2351'DRAINAGE DITCH, AND ABOUT LEVEL WITH THE STREETS.
 AW2351
 AW2351                          STATION RECOVERY (1964)
 AW2351
 AW2351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2351'RECOVERED IN GOOD CONDITION.
 AW2351
 AW2351                          STATION RECOVERY (1978)
 AW2351
 AW2351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2351'NOT RECOVERED.  NOTE=MARK IS BELIEVED TO BE UNDER PAVEMENT.
 AW2351
 AW2351                          STATION RECOVERY (1983)
 AW2351
 AW2351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2351'NOT RECOVERED, MARK IS BELIEVED TO BE UNDER THE PAVEMENT.
 AW2351
 AW2351                          STATION RECOVERY (1987)
 AW2351
 AW2351'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2351'MARK NOT FOUND.
 AW2351
 AW2351                          STATION RECOVERY (1993)
 AW2351
 AW2351'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0687 ***********************************************************************
 CT0687  DESIGNATION -  R 1152
 CT0687  PID         -  CT0687
 CT0687  STATE/COUNTY-  TX/TAYLOR
 CT0687  USGS QUAD   -  LAKE ABILENE (1987)
 CT0687
 CT0687                         *CURRENT SURVEY CONTROL
 CT0687  ___________________________________________________________________
 CT0687* NAD 83(1986)-  32 14 58.     (N)    099 57 18.     (W)     SCALED    
 CT0687* NAVD 88     -       655.032  (meters)    2149.05   (feet)  ADJUSTED  
 CT0687  ___________________________________________________________________
 CT0687  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CT0687  DYNAMIC HT  -         654.167 (meters)    2146.21  (feet)  COMP
 CT0687  MODELED GRAV-     979,298.0   (mgal)                       NAVD 88
 CT0687
 CT0687  VERT ORDER  -  SECOND    CLASS 0
 CT0687
 CT0687.The horizontal coordinates were scaled from a topographic map and have
 CT0687.an estimated accuracy of +/- 6 seconds.
 CT0687
 CT0687.The orthometric height was determined by differential leveling
 CT0687.and adjusted by the National Geodetic Survey in June 1991..
 CT0687
 CT0687.The geoid height was determined by GEOID03.
 CT0687
 CT0687.The dynamic height is computed by dividing the NAVD 88
 CT0687.geopotential number by the normal gravity value computed on the
 CT0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0687.degrees latitude (g = 980.6199 gals.).
 CT0687
 CT0687.The modeled gravity was interpolated from observed gravity values.
 CT0687
 CT0687;                    North         East    Units  Estimated Accuracy
 CT0687;SPC TXNC     - 2,065,580.      462,900.      MT  (+/- 180 meters Scaled)
 CT0687
 CT0687                          SUPERSEDED SURVEY CONTROL
 CT0687
 CT0687  NGVD 29 (??/??/92)  654.856  (m)         2148.47   (f) ADJ UNCH    2 0
 CT0687
 CT0687.Superseded values are not recommended for survey control.
 CT0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0687.See file dsdata.txt to determine how the superseded data were derived.
 CT0687
 CT0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA100684(NAD 83)
 CT0687_MARKER: DB = BENCH MARK DISK
 CT0687_SETTING: 80 = SET IN A BOULDER
 CT0687_SP_SET: BOULDER
 CT0687_STAMPING: R 1152 1961
 CT0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0687+STABILITY: SURFACE MOTION
 CT0687
 CT0687  HISTORY     - Date     Condition        Report By
 CT0687  HISTORY     - 1961     MONUMENTED       CGS
 CT0687  HISTORY     - 19940707 GOOD             USPSQD
 CT0687
 CT0687                          STATION DESCRIPTION
 CT0687
 CT0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0687'10.1 MI SW FROM BUFFALO GAP.
 CT0687'0.4 MILES SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0687'GAP, THENCE 4.45 MILES WEST ALONG FARM ROAD 89, THENCE 5.25 MILES WEST
 CT0687'ALONG A GRAVEL ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4
 CT0687'FEET BELOW THE LEVEL OF THE ROAD, 1 FOOT NORTH OF A FENCE, 3.5 FEET
 CT0687'EAST OF A METAL WITNESS POST WITH SIGN, SET IN THE TOP OF THE CENTER
 CT0687'OF A BOULDER PROJECTING 1 FOOT ABOVE THE GROUND.
 CT0687
 CT0687                          STATION RECOVERY (1994)
 CT0687
 CT0687'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0467 ***********************************************************************
 CT0467  DESIGNATION -  R 1157
 CT0467  PID         -  CT0467
 CT0467  STATE/COUNTY-  TX/CALLAHAN
 CT0467  USGS QUAD   -  BAIRD (1966)
 CT0467
 CT0467                         *CURRENT SURVEY CONTROL
 CT0467  ___________________________________________________________________
 CT0467* NAD 83(1986)-  32 23 38.     (N)    099 29 58.     (W)     SCALED    
 CT0467* NAVD 88     -       605.904  (meters)    1987.87   (feet)  POSTED    
 CT0467  ___________________________________________________________________
 CT0467  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CT0467  DYNAMIC HT  -         605.110 (meters)    1985.27  (feet)  COMP
 CT0467  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 CT0467
 CT0467  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0467
 CT0467.The horizontal coordinates were scaled from a topographic map and have
 CT0467.an estimated accuracy of +/- 6 seconds.
 CT0467
 CT0467.The orthometric height was determined by differential leveling
 CT0467.and adjusted by the National Geodetic Survey in 1992..
 CT0467.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0467.rate of 1.1 thru 2.0 mm/km.
 CT0467
 CT0467.The geoid height was determined by GEOID03.
 CT0467
 CT0467.The dynamic height is computed by dividing the NAVD 88
 CT0467.geopotential number by the normal gravity value computed on the
 CT0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0467.degrees latitude (g = 980.6199 gals.).
 CT0467
 CT0467.The modeled gravity was interpolated from observed gravity values.
 CT0467
 CT0467;                    North         East    Units  Estimated Accuracy
 CT0467;SPC TXNC     - 2,081,090.      505,970.      MT  (+/- 180 meters Scaled)
 CT0467
 CT0467                          SUPERSEDED SURVEY CONTROL
 CT0467
 CT0467  NGVD 29 (??/??/92)  605.726  (m)         1987.29   (f) ADJ UNCH    1 2
 CT0467
 CT0467.Superseded values are not recommended for survey control.
 CT0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0467.See file dsdata.txt to determine how the superseded data were derived.
 CT0467
 CT0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA530842(NAD 83)
 CT0467_MARKER: DB = BENCH MARK DISK
 CT0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0467_STAMPING: R 1157 1961
 CT0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0467+STABILITY: SURFACE MOTION
 CT0467
 CT0467  HISTORY     - Date     Condition        Report By
 CT0467  HISTORY     - 1961     MONUMENTED       CGS
 CT0467  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0467
 CT0467                          STATION DESCRIPTION
 CT0467
 CT0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0467'0.95 MI S FROM CLYDE.
 CT0467'0.15 MILE WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE,
 CT0467'THENCE 0.8 MILE SOUTH ALONG FARM ROAD 604, 39 FEET EAST OF THE CENTER
 CT0467'LINE OF FARM ROAD 604, 36 FEET SOUTH OF THE CENTER OF A GATE, 4 FEET
 CT0467'NORTH OF A METAL WITNESS POST WITH SIGN, 1 FOOT WEST OF A FENCE, LEVEL
 CT0467'WITH THE ROAD, SET IN TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH
 CT0467'ABOVE GROUND.
 CT0467
 CT0467                          STATION RECOVERY (2001)
 CT0467
 CT0467'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0587 ***********************************************************************
 CT0587  DESIGNATION -  R 1158
 CT0587  PID         -  CT0587
 CT0587  STATE/COUNTY-  TX/CALLAHAN
 CT0587  USGS QUAD   -  EULA (1984)
 CT0587
 CT0587                         *CURRENT SURVEY CONTROL
 CT0587  ___________________________________________________________________
 CT0587* NAD 83(1986)-  32 20 49.     (N)    099 30 28.     (W)     SCALED    
 CT0587* NAVD 88     -       589.594  (meters)    1934.36   (feet)  POSTED    
 CT0587  ___________________________________________________________________
 CT0587  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CT0587  DYNAMIC HT  -         588.820 (meters)    1931.82  (feet)  COMP
 CT0587  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 CT0587
 CT0587  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0587
 CT0587.The horizontal coordinates were scaled from a topographic map and have
 CT0587.an estimated accuracy of +/- 6 seconds.
 CT0587
 CT0587.The orthometric height was determined by differential leveling
 CT0587.and adjusted by the National Geodetic Survey in 1992..
 CT0587.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0587.rate of 1.1 thru 2.0 mm/km.
 CT0587
 CT0587.The geoid height was determined by GEOID03.
 CT0587
 CT0587.The dynamic height is computed by dividing the NAVD 88
 CT0587.geopotential number by the normal gravity value computed on the
 CT0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0587.degrees latitude (g = 980.6199 gals.).
 CT0587
 CT0587.The modeled gravity was interpolated from observed gravity values.
 CT0587
 CT0587;                    North         East    Units  Estimated Accuracy
 CT0587;SPC TXNC     - 2,075,890.      505,140.      MT  (+/- 180 meters Scaled)
 CT0587
 CT0587                          SUPERSEDED SURVEY CONTROL
 CT0587
 CT0587  NGVD 29 (??/??/92)  589.423  (m)         1933.80   (f) ADJ UNCH    1 2
 CT0587
 CT0587.Superseded values are not recommended for survey control.
 CT0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0587.See file dsdata.txt to determine how the superseded data were derived.
 CT0587
 CT0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA522790(NAD 83)
 CT0587_MARKER: DB = BENCH MARK DISK
 CT0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0587_STAMPING: R 1158 1961
 CT0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0587+STABILITY: SURFACE MOTION
 CT0587
 CT0587  HISTORY     - Date     Condition        Report By
 CT0587  HISTORY     - 1961     MONUMENTED       CGS
 CT0587
 CT0587                          STATION DESCRIPTION
 CT0587
 CT0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0587'4.9 MI SW FROM CLYDE.
 CT0587'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0587'TO FARM ROAD 604, THENCE 4.7 MILES SOUTHWEST ALONG FARM ROAD 604, 40
 CT0587'FEET EAST OF THE CENTER LINE OF FARM ROAD 604, 9 FEET SOUTH OF SOUTH
 CT0587'GATE POST, 4.3 FEET NORTH OF A TELEPHONE POLE, 0.6 FEET WEST OF A
 CT0587'FENCE, 1.6 FEET BELOW THE LEVEL OF THE ROAD, 3.4 FEET SOUTH OF A METAL
 CT0587'WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST
 CT0587'1.6 FEET BELOW THE GROUND SURFACE, COVERED WITH BROKEN GLASS AND DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0623 ***********************************************************************
 CT0623  DESIGNATION -  R 1159
 CT0623  PID         -  CT0623
 CT0623  STATE/COUNTY-  TX/TAYLOR
 CT0623  USGS QUAD   -  LAWN (1967)
 CT0623
 CT0623                         *CURRENT SURVEY CONTROL
 CT0623  ___________________________________________________________________
 CT0623* NAD 83(1986)-  32 08 39.     (N)    099 41 09.     (W)     SCALED    
 CT0623* NAVD 88     -       590.439  (meters)    1937.13   (feet)  POSTED    
 CT0623  ___________________________________________________________________
 CT0623  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CT0623  DYNAMIC HT  -         589.660 (meters)    1934.58  (feet)  COMP
 CT0623  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 CT0623
 CT0623  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0623
 CT0623.The horizontal coordinates were scaled from a topographic map and have
 CT0623.an estimated accuracy of +/- 6 seconds.
 CT0623
 CT0623.The orthometric height was determined by differential leveling
 CT0623.and adjusted by the National Geodetic Survey in 1992..
 CT0623.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0623.rate of 1.1 thru 2.0 mm/km.
 CT0623
 CT0623.The geoid height was determined by GEOID03.
 CT0623
 CT0623.The dynamic height is computed by dividing the NAVD 88
 CT0623.geopotential number by the normal gravity value computed on the
 CT0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0623.degrees latitude (g = 980.6199 gals.).
 CT0623
 CT0623.The modeled gravity was interpolated from observed gravity values.
 CT0623
 CT0623;                    North         East    Units  Estimated Accuracy
 CT0623;SPC TXNC     - 2,053,580.      488,130.      MT  (+/- 180 meters Scaled)
 CT0623
 CT0623                          SUPERSEDED SURVEY CONTROL
 CT0623
 CT0623  NGVD 29 (??/??/92)  590.303  (m)         1936.69   (f) ADJ UNCH    1 2
 CT0623
 CT0623.Superseded values are not recommended for survey control.
 CT0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0623.See file dsdata.txt to determine how the superseded data were derived.
 CT0623
 CT0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA353566(NAD 83)
 CT0623_MARKER: DB = BENCH MARK DISK
 CT0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0623_STAMPING: R 1159 1961
 CT0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0623+STABILITY: SURFACE MOTION
 CT0623
 CT0623  HISTORY     - Date     Condition        Report By
 CT0623  HISTORY     - 1961     MONUMENTED       CGS
 CT0623  HISTORY     - 1982     GOOD             NGS
 CT0623  HISTORY     - 19940708 GOOD             USPSQD
 CT0623
 CT0623                          STATION DESCRIPTION
 CT0623
 CT0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0623'3.8 MI E FROM LAWN.
 CT0623'3.8 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0623'41 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF A
 CT0623'DRIVEWAY TO A HOUSE, 3 FEET EAST OF A FENCE CORNER, 1.6 FEET EAST OF A
 CT0623'METAL WITNESS POST WITH SIGN, SET IN TOP OF A CYLINDRICAL CONCRETE
 CT0623'POST FLUSH WITH THE GROUND.
 CT0623
 CT0623                          STATION RECOVERY (1982)
 CT0623
 CT0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0623'6.1 KM (3.8 MI) EAST ALONG FARM ROAD 604 FROM ITS JUNCTION WITH U.S.
 CT0623'HIGHWAY 84 IN LAWN, 13.2 M (43.3 FT) S OF THE CENTERLINE OF THE ROAD,
 CT0623'5.6 M. (18.4 FT) W OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO A
 CT0623'WHITE HOUSE, 1.0 M. (3.3 FT) E OF A FENCE CORNER, AND 0.3 M (1.0 FT)
 CT0623'N OF A FENCE.
 CT0623
 CT0623                          STATION RECOVERY (1994)
 CT0623
 CT0623'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1049 ***********************************************************************
 BZ1049  DESIGNATION -  R 116
 BZ1049  PID         -  BZ1049
 BZ1049  STATE/COUNTY-  TX/BOSQUE
 BZ1049  USGS QUAD   -  SPRING CREEK GAP (1979)
 BZ1049
 BZ1049                         *CURRENT SURVEY CONTROL
 BZ1049  ___________________________________________________________________
 BZ1049* NAD 83(1986)-  31 59 05.     (N)    097 57 03.     (W)     SCALED    
 BZ1049* NAVD 88     -       337.037  (meters)    1105.76   (feet)  ADJUSTED  
 BZ1049  ___________________________________________________________________
 BZ1049  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BZ1049  DYNAMIC HT  -         336.612 (meters)    1104.37  (feet)  COMP
 BZ1049  MODELED GRAV-     979,367.8   (mgal)                       NAVD 88
 BZ1049
 BZ1049  VERT ORDER  -  SECOND    CLASS 0
 BZ1049
 BZ1049.The horizontal coordinates were scaled from a topographic map and have
 BZ1049.an estimated accuracy of +/- 6 seconds.
 BZ1049
 BZ1049.The orthometric height was determined by differential leveling
 BZ1049.and adjusted by the National Geodetic Survey in June 1991..
 BZ1049
 BZ1049.The geoid height was determined by GEOID03.
 BZ1049
 BZ1049.The dynamic height is computed by dividing the NAVD 88
 BZ1049.geopotential number by the normal gravity value computed on the
 BZ1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1049.degrees latitude (g = 980.6199 gals.).
 BZ1049
 BZ1049.The modeled gravity was interpolated from observed gravity values.
 BZ1049
 BZ1049;                    North         East    Units  Estimated Accuracy
 BZ1049;SPC TX C     - 3,259,390.      925,160.      MT  (+/- 180 meters Scaled)
 BZ1049
 BZ1049                          SUPERSEDED SURVEY CONTROL
 BZ1049
 BZ1049  NGVD 29 (??/??/92)  336.980  (m)         1105.58   (f) ADJ UNCH    2 0
 BZ1049
 BZ1049.Superseded values are not recommended for survey control.
 BZ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1049.See file dsdata.txt to determine how the superseded data were derived.
 BZ1049
 BZ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA991392(NAD 83)
 BZ1049_MARKER: DB = BENCH MARK DISK
 BZ1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1049_STAMPING: 1105.706 R 116 1933
 BZ1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1049+STABILITY: SURFACE MOTION
 BZ1049
 BZ1049  HISTORY     - Date     Condition        Report By
 BZ1049  HISTORY     - 1933     MONUMENTED       CGS
 BZ1049  HISTORY     - 1935     GOOD             NGS
 BZ1049  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 BZ1049  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1049
 BZ1049                          STATION DESCRIPTION
 BZ1049
 BZ1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ1049'5.1 MI W FROM IREDELL.
 BZ1049'5.1 MILES WEST ALONG STATE HIGHWAY 6 FROM IREDELL, BOSQUE COUNTY, 2.4
 BZ1049'MILES EAST OF THE BOSQUE-HAMILTON COUNTY LINE, EAST OF THE SIDE ROAD
 BZ1049'LEADING TO THE S. H. KITCHEN FARM, ON THE SOUTH SIDE OF THE HIGHWAY,
 BZ1049'AND AT A FENCE CORNER AND SET IN THE TOP OF A CONCRETE POST.
 BZ1049
 BZ1049                          STATION RECOVERY (1935)
 BZ1049
 BZ1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BZ1049'RECOVERED IN GOOD CONDITION.
 BZ1049
 BZ1049                          STATION RECOVERY (1999)
 BZ1049
 BZ1049'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1049'MARK NOT FOUND.
 BZ1049
 BZ1049                          STATION RECOVERY (2001)
 BZ1049
 BZ1049'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0700 ***********************************************************************
 CT0700  DESIGNATION -  R 1160
 CT0700  PID         -  CT0700
 CT0700  STATE/COUNTY-  TX/TAYLOR
 CT0700  USGS QUAD   -  TUSCOLA (1967)
 CT0700
 CT0700                         *CURRENT SURVEY CONTROL
 CT0700  ___________________________________________________________________
 CT0700* NAD 83(1986)-  32 13 38.     (N)    099 52 12.     (W)     SCALED    
 CT0700* NAVD 88     -       629.920  (meters)    2066.66   (feet)  ADJUSTED  
 CT0700  ___________________________________________________________________
 CT0700  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CT0700  DYNAMIC HT  -         629.095 (meters)    2063.96  (feet)  COMP
 CT0700  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 CT0700
 CT0700  VERT ORDER  -  SECOND    CLASS 0
 CT0700
 CT0700.The horizontal coordinates were scaled from a topographic map and have
 CT0700.an estimated accuracy of +/- 6 seconds.
 CT0700
 CT0700.The orthometric height was determined by differential leveling
 CT0700.and adjusted by the National Geodetic Survey in June 1991..
 CT0700
 CT0700.The geoid height was determined by GEOID03.
 CT0700
 CT0700.The dynamic height is computed by dividing the NAVD 88
 CT0700.geopotential number by the normal gravity value computed on the
 CT0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0700.degrees latitude (g = 980.6199 gals.).
 CT0700
 CT0700.The modeled gravity was interpolated from observed gravity values.
 CT0700
 CT0700;                    North         East    Units  Estimated Accuracy
 CT0700;SPC TXNC     - 2,063,000.      470,870.      MT  (+/- 180 meters Scaled)
 CT0700
 CT0700                          SUPERSEDED SURVEY CONTROL
 CT0700
 CT0700  NGVD 29 (??/??/92)  629.754  (m)         2066.12   (f) ADJ UNCH    2 0
 CT0700
 CT0700.Superseded values are not recommended for survey control.
 CT0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0700.See file dsdata.txt to determine how the superseded data were derived.
 CT0700
 CT0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA180659(NAD 83)
 CT0700_MARKER: DB = BENCH MARK DISK
 CT0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0700_STAMPING: R 1160 1961
 CT0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0700+STABILITY: SURFACE MOTION
 CT0700
 CT0700  HISTORY     - Date     Condition        Report By
 CT0700  HISTORY     - 1961     MONUMENTED       CGS
 CT0700  HISTORY     - 1982     GOOD             NGS
 CT0700  HISTORY     - 19940706 GOOD             USPSQD
 CT0700
 CT0700                          STATION DESCRIPTION
 CT0700
 CT0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0700'5.5 MI NW FROM TUSCOLA.
 CT0700'3.15 MILES WEST ALONG FARM ROAD 613 FROM THE POST OFFICE AT TUSCOLA,
 CT0700'THENCE 0.9 MILES WEST ALONG FARM MARKET ROAD, THENCE 0.7 MILES NORTH
 CT0700'ALONG FARM MARKET ROAD, 0.75 MILES WEST ALONG A GRAVEL ROAD, ABOUT 100
 CT0700'FEET NORTHWEST OF OIL STORAGE TANKS, 41 FEET WEST OF THE CENTER LINE
 CT0700'OF A GRAVEL ROAD, 34 FEET NORTH OF THE CENTER LINE OF A ROAD INTO AN
 CT0700'OIL PUMP, 4.4 FEET WEST OF A FENCE, 4.2 FEET OF A METAL WITNESS POST
 CT0700'WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE
 CT0700'GROUND AND PROJECTING 4 INCHES ABOVE THE GROUND.
 CT0700
 CT0700                          STATION RECOVERY (1982)
 CT0700
 CT0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0700'RECOVERED IN GOOD CONDITION.
 CT0700
 CT0700                          STATION RECOVERY (1994)
 CT0700
 CT0700'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0443 ***********************************************************************
 CR0443  DESIGNATION -  R 1161
 CR0443  PID         -  CR0443
 CR0443  STATE/COUNTY-  TX/SMITH
 CR0443  USGS QUAD   -  TYLER NORTH (1973)
 CR0443
 CR0443                         *CURRENT SURVEY CONTROL
 CR0443  ___________________________________________________________________
 CR0443* NAD 83(1986)-  32 26 42.     (N)    095 22 16.     (W)     SCALED    
 CR0443* NAVD 88     -       143.054  (meters)     469.34   (feet)  ADJUSTED  
 CR0443  ___________________________________________________________________
 CR0443  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR0443  DYNAMIC HT  -         142.887 (meters)     468.79  (feet)  COMP
 CR0443  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 CR0443
 CR0443  VERT ORDER  -  FIRST     CLASS II
 CR0443
 CR0443.The horizontal coordinates were scaled from a topographic map and have
 CR0443.an estimated accuracy of +/- 6 seconds.
 CR0443
 CR0443.The orthometric height was determined by differential leveling
 CR0443.and adjusted by the National Geodetic Survey in June 1991..
 CR0443
 CR0443.The geoid height was determined by GEOID03.
 CR0443
 CR0443.The dynamic height is computed by dividing the NAVD 88
 CR0443.geopotential number by the normal gravity value computed on the
 CR0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0443.degrees latitude (g = 980.6199 gals.).
 CR0443
 CR0443.The modeled gravity was interpolated from observed gravity values.
 CR0443
 CR0443;                    North         East    Units  Estimated Accuracy
 CR0443;SPC TXNC     - 2,090,690.      894,160.      MT  (+/- 180 meters Scaled)
 CR0443
 CR0443                          SUPERSEDED SURVEY CONTROL
 CR0443
 CR0443  NGVD 29 (??/??/92)  143.083  (m)          469.43   (f) ADJ UNCH    1 2
 CR0443
 CR0443.Superseded values are not recommended for survey control.
 CR0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0443.See file dsdata.txt to determine how the superseded data were derived.
 CR0443
 CR0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR770922(NAD 83)
 CR0443_MARKER: DB = BENCH MARK DISK
 CR0443_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0443_SP_SET: 12.5 FT.
 CR0443_STAMPING: R 1161 1959
 CR0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0443
 CR0443  HISTORY     - Date     Condition        Report By
 CR0443  HISTORY     - 1959     MONUMENTED       CGS
 CR0443  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0443
 CR0443                          STATION DESCRIPTION
 CR0443
 CR0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0443'5.5 MI S FROM LINDALE.
 CR0443'ABOUT 5.5 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0443'FROM THE STATION AT LINDALE, OR ABOUT 7.8 MILES NORTH ALONG THE
 CR0443'INTERNATIONAL-GREAT NORTHERN RAILROAD FROM THE STATION AT TYLER, 2 1/2
 CR0443'POLES NORTHWEST OF MILEPOST 27, 67 FEET SOUTHWEST OF THE SOUTHWEST
 CR0443'RAIL, 84 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 69, 32 1/2
 CR0443'FEET EAST OF A LONE 14-INCH CEDAR TREE, 2 FEET NORTHEAST OF A FENCE,
 CR0443'1.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 CR0443'LEVEL OF THE TRACKS, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 CR0443'ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 CR0443'OF 12 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
 CR0443
 CR0443                          STATION RECOVERY (2004)
 CR0443
 CR0443'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0827 ***********************************************************************
 CR0827  DESIGNATION -  R 1162
 CR0827  PID         -  CR0827
 CR0827  STATE/COUNTY-  TX/WOOD
 CR0827  USGS QUAD   -  ALBA (1981)
 CR0827
 CR0827                         *CURRENT SURVEY CONTROL
 CR0827  ___________________________________________________________________
 CR0827* NAD 83(1986)-  32 49 26.     (N)    095 40 51.     (W)     SCALED    
 CR0827* NAVD 88     -       140.207  (meters)     460.00   (feet)  ADJUSTED  
 CR0827  ___________________________________________________________________
 CR0827  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CR0827  DYNAMIC HT  -         140.050 (meters)     459.48  (feet)  COMP
 CR0827  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 CR0827
 CR0827  VERT ORDER  -  FIRST     CLASS II
 CR0827
 CR0827.The horizontal coordinates were scaled from a topographic map and have
 CR0827.an estimated accuracy of +/- 6 seconds.
 CR0827
 CR0827.The orthometric height was determined by differential leveling
 CR0827.and adjusted by the National Geodetic Survey in June 1991..
 CR0827
 CR0827.The geoid height was determined by GEOID03.
 CR0827
 CR0827.The dynamic height is computed by dividing the NAVD 88
 CR0827.geopotential number by the normal gravity value computed on the
 CR0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0827.degrees latitude (g = 980.6199 gals.).
 CR0827
 CR0827.The modeled gravity was interpolated from observed gravity values.
 CR0827
 CR0827;                    North         East    Units  Estimated Accuracy
 CR0827;SPC TXNC     - 2,131,870.      863,920.      MT  (+/- 180 meters Scaled)
 CR0827
 CR0827                          SUPERSEDED SURVEY CONTROL
 CR0827
 CR0827  NGVD 29 (??/??/92)  140.226  (m)          460.06   (f) ADJ UNCH    1 2
 CR0827
 CR0827.Superseded values are not recommended for survey control.
 CR0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0827.See file dsdata.txt to determine how the superseded data were derived.
 CR0827
 CR0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS490349(NAD 83)
 CR0827_MARKER: DB = BENCH MARK DISK
 CR0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0827_STAMPING: R 1162 1959
 CR0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0827+STABILITY: SURFACE MOTION
 CR0827
 CR0827  HISTORY     - Date     Condition        Report By
 CR0827  HISTORY     - 1959     MONUMENTED       CGS
 CR0827  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0827
 CR0827                          STATION DESCRIPTION
 CR0827
 CR0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0827'3.4 MI NW FROM ALBA.
 CR0827'ABOUT 3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE
 CR0827'AT ALBA, 60 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 CR0827'0.35 MILE SOUTHEAST OF A CORRUGATED METAL BUILDING, ABOUT 100 YARDS
 CR0827'SOUTHEAST OF THE CREST OF A SLIGHT RISE, 20 FEET SOUTHWEST OF THE ROW
 CR0827'OF POWER POLES, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, AND IN THE
 CR0827'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CR0827
 CR0827                          STATION RECOVERY (1995)
 CR0827
 CR0827'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0864 ***********************************************************************
 CR0864  DESIGNATION -  R 1163
 CR0864  PID         -  CR0864
 CR0864  STATE/COUNTY-  TX/HUNT
 CR0864  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR0864
 CR0864                         *CURRENT SURVEY CONTROL
 CR0864  ___________________________________________________________________
 CR0864* NAD 83(1986)-  32 58 52.     (N)    095 55 29.     (W)     SCALED    
 CR0864* NAVD 88     -       163.270  (meters)     535.66   (feet)  ADJUSTED  
 CR0864  ___________________________________________________________________
 CR0864  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CR0864  DYNAMIC HT  -         163.090 (meters)     535.07  (feet)  COMP
 CR0864  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 CR0864
 CR0864  VERT ORDER  -  FIRST     CLASS II
 CR0864
 CR0864.The horizontal coordinates were scaled from a topographic map and have
 CR0864.an estimated accuracy of +/- 6 seconds.
 CR0864
 CR0864.The orthometric height was determined by differential leveling
 CR0864.and adjusted by the National Geodetic Survey in June 1991..
 CR0864
 CR0864.The geoid height was determined by GEOID03.
 CR0864
 CR0864.The dynamic height is computed by dividing the NAVD 88
 CR0864.geopotential number by the normal gravity value computed on the
 CR0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0864.degrees latitude (g = 980.6199 gals.).
 CR0864
 CR0864.The modeled gravity was interpolated from observed gravity values.
 CR0864
 CR0864;                    North         East    Units  Estimated Accuracy
 CR0864;SPC TXNC     - 2,148,710.      840,670.      MT  (+/- 180 meters Scaled)
 CR0864
 CR0864                          SUPERSEDED SURVEY CONTROL
 CR0864
 CR0864  NGVD 29 (??/??/92)  163.269  (m)          535.66   (f) ADJ UNCH    1 2
 CR0864
 CR0864.Superseded values are not recommended for survey control.
 CR0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0864.See file dsdata.txt to determine how the superseded data were derived.
 CR0864
 CR0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS266529(NAD 83)
 CR0864_MARKER: DB = BENCH MARK DISK
 CR0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0864_STAMPING: R 1163 1959
 CR0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0864+STABILITY: SURFACE MOTION
 CR0864
 CR0864  HISTORY     - Date     Condition        Report By
 CR0864  HISTORY     - 1959     MONUMENTED       CGS
 CR0864  HISTORY     - 1976     MARK NOT FOUND   USGS
 CR0864  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CR0864
 CR0864                          STATION DESCRIPTION
 CR0864
 CR0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0864'1.45 MI SE FROM LONE OAK.
 CR0864'ABOUT 1.45 MILES SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0864'FARM ROAD 1567 AT LONE OAK, ABOUT 0.1 MILE NORTHWEST OF THE HUNT-RAINS
 CR0864'COUNTY LINE, ABOUT 350 FEET NORTHEAST OF THE NORTHWEST END OF A CURVE
 CR0864'IN THE HIGHWAY, 90 FEET NORTHEAST OF THE CENTER LINE OF THE NEW U. S.
 CR0864'HIGHWAY 69, 35 1/2 FEET EAST OF A FENCE CORNER POST, 30 FEET NORTH OF
 CR0864'THE CENTER LINE OF A PRIVATE DIRT ROAD, 10 INCHES SOUTH OF A FENCE,
 CR0864'AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CR0864
 CR0864                          STATION RECOVERY (1976)
 CR0864
 CR0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CR0864'MARK NOT FOUND.
 CR0864
 CR0864                          STATION RECOVERY (1994)
 CR0864
 CR0864'RECOVERY NOTE BY US POWER SQUADRON 1994
 CR0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0797 ***********************************************************************
 BL0797  DESIGNATION -  R 1164
 BL0797  PID         -  BL0797
 BL0797  STATE/COUNTY-  TX/WALKER
 BL0797  USGS QUAD   -  RIVERSIDE (1997)
 BL0797
 BL0797                         *CURRENT SURVEY CONTROL
 BL0797  ___________________________________________________________________
 BL0797* NAD 83(1986)-  30 49 26.     (N)    095 24 20.     (W)     SCALED    
 BL0797* NAVD 88     -        65.840  (meters)     216.01   (feet)  ADJUSTED  
 BL0797  ___________________________________________________________________
 BL0797  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL0797  DYNAMIC HT  -          65.755 (meters)     215.73  (feet)  COMP
 BL0797  MODELED GRAV-     979,351.7   (mgal)                       NAVD 88
 BL0797
 BL0797  VERT ORDER  -  FIRST     CLASS I
 BL0797
 BL0797.The horizontal coordinates were scaled from a topographic map and have
 BL0797.an estimated accuracy of +/- 6 seconds.
 BL0797
 BL0797.The orthometric height was determined by differential leveling
 BL0797.and adjusted by the National Geodetic Survey in June 1991..
 BL0797
 BL0797.The geoid height was determined by GEOID03.
 BL0797
 BL0797.The dynamic height is computed by dividing the NAVD 88
 BL0797.geopotential number by the normal gravity value computed on the
 BL0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0797.degrees latitude (g = 980.6199 gals.).
 BL0797
 BL0797.The modeled gravity was interpolated from observed gravity values.
 BL0797
 BL0797;                    North         East    Units  Estimated Accuracy
 BL0797;SPC TX C     - 3,138,720.    1,171,280.      MT  (+/- 180 meters Scaled)
 BL0797
 BL0797                          SUPERSEDED SURVEY CONTROL
 BL0797
 BL0797  NGVD 29 (12/23/87)   65.850  (m)          216.04   (f) ADJUSTED    1 1
 BL0797
 BL0797.Superseded values are not recommended for survey control.
 BL0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0797.See file dsdata.txt to determine how the superseded data were derived.
 BL0797
 BL0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ698125(NAD 83)
 BL0797_MARKER: DB = BENCH MARK DISK
 BL0797_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0797_SP_SET: COPPER-CLAD STEEL ROD
 BL0797_STAMPING: R 1164 1959
 BL0797_MARK LOGO: CGS   
 BL0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0797
 BL0797  HISTORY     - Date     Condition        Report By
 BL0797  HISTORY     - 1959     MONUMENTED       CGS
 BL0797  HISTORY     - 1973     GOOD             NGS
 BL0797  HISTORY     - 1978     GOOD             NGS
 BL0797  HISTORY     - 1987     GOOD             USPSQD
 BL0797  HISTORY     - 1987     GOOD             NGS
 BL0797
 BL0797                          STATION DESCRIPTION
 BL0797
 BL0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0797'2.05 MI SWS FROM RIVERSIDE.
 BL0797'ABOUT 2.05 MILES SOUTHWEST AND SOUTH ALONG MISSOURI-PACIFIC RAILROAD
 BL0797'FROM THE CROSSING OF FARM ROAD 980, AT THE CROSSING OF FARM ROAD 405,
 BL0797'ABOUT 100 1/2 FEET NORTHEAST OF THE CENTER LINE OF A WOODEN CATTLE
 BL0797'GUARD, 82 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 405, 46.7 FEET
 BL0797'WEST OF THE WEST RAIL, 39.6 FEET SOUTH OF THE FOURTH POLE NORTH OF
 BL0797'MILE POST 74, 5.7 FEET NORTHWEST OF A FENCE CORNER POST, 1.8 FEET
 BL0797'SOUTH OF A METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF THE RAIL, AND
 BL0797'SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A
 BL0797'6-INCH METAL PIPE WHICH PROJECTS 0.8 FOOT.  THE ROD WAS DRIVEN TO A
 BL0797'DEPTH OF 20 1/2 FEET.
 BL0797
 BL0797                          STATION RECOVERY (1978)
 BL0797
 BL0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0797'RECOVERED IN GOOD CONDITION.
 BL0797
 BL0797                          STATION RECOVERY (1987)
 BL0797
 BL0797'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL0797'RECOVERED IN GOOD CONDITION.
 BL0797
 BL0797                          STATION RECOVERY (1987)
 BL0797
 BL0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0797'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 BL0797'DELETE--39.6 FEET SOUTH OF THE FOURTH POLE NORTH OF MILE POST 74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1232 ***********************************************************************
 BY1232  DESIGNATION -  R 1165
 BY1232  PID         -  BY1232
 BY1232  STATE/COUNTY-  TX/HOUSTON
 BY1232  USGS QUAD   -  PERCILLA (1982)
 BY1232
 BY1232                         *CURRENT SURVEY CONTROL
 BY1232  ___________________________________________________________________
 BY1232* NAD 83(1986)-  31 30 21.     (N)    095 28 45.     (W)     SCALED    
 BY1232* NAVD 88     -       159.494  (meters)     523.27   (feet)  ADJUSTED  
 BY1232  ___________________________________________________________________
 BY1232  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1232  DYNAMIC HT  -         159.295 (meters)     522.62  (feet)  COMP
 BY1232  MODELED GRAV-     979,391.9   (mgal)                       NAVD 88
 BY1232
 BY1232  VERT ORDER  -  FIRST     CLASS II
 BY1232
 BY1232.The horizontal coordinates were scaled from a topographic map and have
 BY1232.an estimated accuracy of +/- 6 seconds.
 BY1232
 BY1232.The orthometric height was determined by differential leveling
 BY1232.and adjusted by the National Geodetic Survey in June 1991..
 BY1232
 BY1232.The geoid height was determined by GEOID03.
 BY1232
 BY1232.The dynamic height is computed by dividing the NAVD 88
 BY1232.geopotential number by the normal gravity value computed on the
 BY1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1232.degrees latitude (g = 980.6199 gals.).
 BY1232
 BY1232.The modeled gravity was interpolated from observed gravity values.
 BY1232
 BY1232;                    North         East    Units  Estimated Accuracy
 BY1232;SPC TX C     - 3,213,940.    1,160,950.      MT  (+/- 180 meters Scaled)
 BY1232
 BY1232                          SUPERSEDED SURVEY CONTROL
 BY1232
 BY1232  NGVD 29 (??/??/92)  159.493  (m)          523.27   (f) ADJ UNCH    1 2
 BY1232
 BY1232.Superseded values are not recommended for survey control.
 BY1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1232.See file dsdata.txt to determine how the superseded data were derived.
 BY1232
 BY1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ645883(NAD 83)
 BY1232_MARKER: DB = BENCH MARK DISK
 BY1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1232_STAMPING: R 1165 1960
 BY1232_PROJECTION: PROJECTING 3 CENTIMETERS
 BY1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1232+STABILITY: SURFACE MOTION
 BY1232
 BY1232  HISTORY     - Date     Condition        Report By
 BY1232  HISTORY     - 1960     MONUMENTED       CGS
 BY1232  HISTORY     - 1980     GOOD             NGS
 BY1232
 BY1232                          STATION DESCRIPTION
 BY1232
 BY1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1232'1.4 MI N FROM GRAPELAND.
 BY1232'ABOUT 1.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1232'STATION AT GRAPELAND, 4 POLES SOUTH OF MILEPOST 23, 30 1/2 FEET
 BY1232'NORTHEAST OF THE NORTHEAST RAIL, 118 FEET WEST-SOUTHWEST OF THE CENTER
 BY1232'LINE OF U.S. HIGHWAY 287, 49 FEET NORTHEAST OF THE CENTER OF A DIRT
 BY1232'ROAD CROSSING, 33 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BY1232'IN LINE WITH A ROW OF TELEPHONE POLES, 9 1/2 FEET WEST-NORTHWEST OF A
 BY1232'BRACED TELEPHONE POLE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 BY1232'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BY1232'CONCRETE POST PROJECTING 4 INCHES.
 BY1232
 BY1232                          STATION RECOVERY (1980)
 BY1232
 BY1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1232'0.1 KM. (0.05 MI.) EAST ALONG FARM ROAD 227 FROM THE POST OFFICE IN
 BY1232'GRAPELAND, THENCE 2.1 KM. (1.3 MI.) NORTH ALONG MAIN STREET, AT THE
 BY1232'END OF THE PAVEMENT, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD,
 BY1232'36.0 M. (118 FT.) WEST-SOUTHWEST OF THE CENTERLINE OF THE STREET,
 BY1232'9.3 M. (30.6 FT.) NORTHEAST OF THE NORTHEAST RAIL, 14.9 M. (49.0 FT.)
 BY1232'NORTHEAST OF THE CENTER OF THE CROSSING, 10.1 M. (33.0 FT.)
 BY1232'NORTH-NORTHWEST OF THE CENTERLINE OF A DIRT ROAD.
 BY1232'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BY1232'THE MARK IS 0.6 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1408 ***********************************************************************
 BY1408  DESIGNATION -  R 1166
 BY1408  PID         -  BY1408
 BY1408  STATE/COUNTY-  TX/TRINITY
 BY1408  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1408
 BY1408                         *CURRENT SURVEY CONTROL
 BY1408  ___________________________________________________________________
 BY1408* NAD 83(1986)-  31 02 32.     (N)    095 25 16.     (W)     SCALED    
 BY1408* NAVD 88     -        59.34   (+/-2cm)     194.7    (feet)  VERTCON   
 BY1408  ___________________________________________________________________
 BY1408  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BY1408
 BY1408  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1408
 BY1408.The horizontal coordinates were scaled from a topographic map and have
 BY1408.an estimated accuracy of +/- 6 seconds.
 BY1408
 BY1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1408.The vertical order pertains to the NGVD 29 superseded value.
 BY1408
 BY1408.The geoid height was determined by GEOID03.
 BY1408
 BY1408;                    North         East    Units  Estimated Accuracy
 BY1408;SPC TX C     - 3,162,840.    1,168,720.      MT  (+/- 180 meters Scaled)
 BY1408
 BY1408                          SUPERSEDED SURVEY CONTROL
 BY1408
 BY1408  NGVD 29 (??/??/92)   59.342  (m)          194.69   (f) ADJ UNCH    1 2
 BY1408
 BY1408.Superseded values are not recommended for survey control.
 BY1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1408.See file dsdata.txt to determine how the superseded data were derived.
 BY1408
 BY1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ689368(NAD 83)
 BY1408_MARKER: DB = BENCH MARK DISK
 BY1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1408_SP_SET: CULVERT
 BY1408_STAMPING: R 1166 1960
 BY1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1408
 BY1408  HISTORY     - Date     Condition        Report By
 BY1408  HISTORY     - 1960     MONUMENTED       CGS
 BY1408  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1408
 BY1408                          STATION DESCRIPTION
 BY1408
 BY1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1408'7.5 MI SW FROM LOVELADY.
 BY1408'ABOUT 4.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1408'STATION AT LOVELADY, THENCE 1.1 MILE WEST ALONG A GRADED DIRT ROAD,
 BY1408'THENCE 1.6 MILE SOUTH ALONG STATE HIGHWAY 45, IN THE CENTER OF WEST
 BY1408'CONCRETE HEADWALL OF A 6-CHANNEL CONCRETE CULVERT HAVING STEEL GUARD
 BY1408'RAILS, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT
 BY1408'ABOVE THE LEVEL OF THE HIGHWAY.
 BY1408
 BY1408                          STATION RECOVERY (1979)
 BY1408
 BY1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0084 ***********************************************************************
 DO0084  DESIGNATION -  R 1167
 DO0084  PID         -  DO0084
 DO0084  STATE/COUNTY-  TX/CLAY
 DO0084  USGS QUAD   -  JOY (1964)
 DO0084
 DO0084                         *CURRENT SURVEY CONTROL
 DO0084  ___________________________________________________________________
 DO0084* NAD 83(1986)-  33 31 55.     (N)    098 11 51.     (W)     SCALED    
 DO0084* NAVD 88     -       331.056  (meters)    1086.14   (feet)  ADJUSTED  
 DO0084  ___________________________________________________________________
 DO0084  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DO0084  DYNAMIC HT  -         330.684 (meters)    1084.92  (feet)  COMP
 DO0084  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 DO0084
 DO0084  VERT ORDER  -  SECOND    CLASS 0
 DO0084
 DO0084.The horizontal coordinates were scaled from a topographic map and have
 DO0084.an estimated accuracy of +/- 6 seconds.
 DO0084
 DO0084.The orthometric height was determined by differential leveling
 DO0084.and adjusted by the National Geodetic Survey in June 1991..
 DO0084
 DO0084.The geoid height was determined by GEOID03.
 DO0084
 DO0084.The dynamic height is computed by dividing the NAVD 88
 DO0084.geopotential number by the normal gravity value computed on the
 DO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0084.degrees latitude (g = 980.6199 gals.).
 DO0084
 DO0084.The modeled gravity was interpolated from observed gravity values.
 DO0084
 DO0084;                    North         East    Units  Estimated Accuracy
 DO0084;SPC TXNC     - 2,206,880.      628,100.      MT  (+/- 180 meters Scaled)
 DO0084
 DO0084                          SUPERSEDED SURVEY CONTROL
 DO0084
 DO0084  NGVD 29 (??/??/92)  331.128  (m)         1086.38   (f) ADJ UNCH    2 0
 DO0084
 DO0084.Superseded values are not recommended for survey control.
 DO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0084.See file dsdata.txt to determine how the superseded data were derived.
 DO0084
 DO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC745105(NAD 83)
 DO0084_MARKER: DB = BENCH MARK DISK
 DO0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0084_SP_SET: CULVERT
 DO0084_STAMPING: R 1167 1961
 DO0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0084
 DO0084  HISTORY     - Date     Condition        Report By
 DO0084  HISTORY     - 1961     MONUMENTED       CGS
 DO0084
 DO0084                          STATION DESCRIPTION
 DO0084
 DO0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0084'5.4 MI SW FROM BUFFALO SPRINGS.
 DO0084'ABOUT 3.5 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0084'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, THENCE 1.9
 DO0084'MILE SOUTH ALONG STATE HIGHWAY 148, 22 FEET EAST OF THE CENTER LINE OF
 DO0084'THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF
 DO0084'A LARGE CONCRETE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0162 ***********************************************************************
 DO0162  DESIGNATION -  R 1168
 DO0162  PID         -  DO0162
 DO0162  STATE/COUNTY-  TX/JACK
 DO0162  USGS QUAD   -  JACKSBORO (1982)
 DO0162
 DO0162                         *CURRENT SURVEY CONTROL
 DO0162  ___________________________________________________________________
 DO0162* NAD 83(1986)-  33 13 50.     (N)    098 11 35.     (W)     SCALED    
 DO0162* NAVD 88     -       319.970  (meters)    1049.77   (feet)  ADJUSTED  
 DO0162  ___________________________________________________________________
 DO0162  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DO0162  DYNAMIC HT  -         319.604 (meters)    1048.57  (feet)  COMP
 DO0162  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 DO0162
 DO0162  VERT ORDER  -  SECOND    CLASS 0
 DO0162
 DO0162.The horizontal coordinates were scaled from a topographic map and have
 DO0162.an estimated accuracy of +/- 6 seconds.
 DO0162
 DO0162.The orthometric height was determined by differential leveling
 DO0162.and adjusted by the National Geodetic Survey in June 1991..
 DO0162
 DO0162.The geoid height was determined by GEOID03.
 DO0162
 DO0162.The dynamic height is computed by dividing the NAVD 88
 DO0162.geopotential number by the normal gravity value computed on the
 DO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0162.degrees latitude (g = 980.6199 gals.).
 DO0162
 DO0162.The modeled gravity was interpolated from observed gravity values.
 DO0162
 DO0162;                    North         East    Units  Estimated Accuracy
 DO0162;SPC TXNC     - 2,173,460.      628,610.      MT  (+/- 180 meters Scaled)
 DO0162
 DO0162                          SUPERSEDED SURVEY CONTROL
 DO0162
 DO0162  NGVD 29 (??/??/92)  319.899  (m)         1049.54   (f) ADJ UNCH    2 0
 DO0162
 DO0162.Superseded values are not recommended for survey control.
 DO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0162.See file dsdata.txt to determine how the superseded data were derived.
 DO0162
 DO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB751771(NAD 83)
 DO0162_MARKER: DB = BENCH MARK DISK
 DO0162_SETTING: 66 = SET IN ROCK OUTCROP
 DO0162_SP_SET: OUTCROP
 DO0162_STAMPING: R 1168 1961
 DO0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0162+STABILITY: POSITION/ELEVATION WELL
 DO0162
 DO0162  HISTORY     - Date     Condition        Report By
 DO0162  HISTORY     - 1961     MONUMENTED       CGS
 DO0162  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0162
 DO0162                          STATION DESCRIPTION
 DO0162
 DO0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0162'2.55 MI NW FROM JACKSBORO.
 DO0162'ABOUT 2.55 MILES NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0162'199 FROM THE COURTHOUSE AT JACKSBORO, 136 FEET SOUTH OF THE CENTER
 DO0162'LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP, 209 FEET NORTH
 DO0162'OF THE NORTHWEST CORNER OF N. D. JACOBS BRICK HOUSE, 215 FEET WEST OF
 DO0162'THE CENTER LINE OF A PRIVATE DRIVEWAY, 85 FEET SOUTH OF A FENCE, ABOUT
 DO0162'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND PROJECTING 12 INCHES.
 DO0162
 DO0162                          STATION RECOVERY (2001)
 DO0162
 DO0162'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0117 ***********************************************************************
 DO0117  DESIGNATION -  R 1169
 DO0117  PID         -  DO0117
 DO0117  STATE/COUNTY-  TX/ARCHER
 DO0117  USGS QUAD   -  DARNELL BRANCH (1964)
 DO0117
 DO0117                         *CURRENT SURVEY CONTROL
 DO0117  ___________________________________________________________________
 DO0117* NAD 83(1986)-  33 28 26.     (N)    098 26 34.     (W)     SCALED    
 DO0117* NAVD 88     -       324.016  (meters)    1063.04   (feet)  ADJUSTED  
 DO0117  ___________________________________________________________________
 DO0117  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DO0117  DYNAMIC HT  -         323.646 (meters)    1061.83  (feet)  COMP
 DO0117  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 DO0117
 DO0117  VERT ORDER  -  SECOND    CLASS 0
 DO0117
 DO0117.The horizontal coordinates were scaled from a topographic map and have
 DO0117.an estimated accuracy of +/- 6 seconds.
 DO0117
 DO0117.The orthometric height was determined by differential leveling
 DO0117.and adjusted by the National Geodetic Survey in June 1991..
 DO0117
 DO0117.The geoid height was determined by GEOID03.
 DO0117
 DO0117.The dynamic height is computed by dividing the NAVD 88
 DO0117.geopotential number by the normal gravity value computed on the
 DO0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0117.degrees latitude (g = 980.6199 gals.).
 DO0117
 DO0117.The modeled gravity was interpolated from observed gravity values.
 DO0117
 DO0117;                    North         East    Units  Estimated Accuracy
 DO0117;SPC TXNC     - 2,200,410.      605,320.      MT  (+/- 180 meters Scaled)
 DO0117
 DO0117                          SUPERSEDED SURVEY CONTROL
 DO0117
 DO0117  NGVD 29 (??/??/92)  323.944  (m)         1062.81   (f) ADJ UNCH    2 0
 DO0117
 DO0117.Superseded values are not recommended for survey control.
 DO0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0117.See file dsdata.txt to determine how the superseded data were derived.
 DO0117
 DO0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC517039(NAD 83)
 DO0117_MARKER: DB = BENCH MARK DISK
 DO0117_SETTING: 66 = SET IN ROCK OUTCROP
 DO0117_SP_SET: OUTCROP
 DO0117_STAMPING: R 1169 1961
 DO0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0117+STABILITY: POSITION/ELEVATION WELL
 DO0117
 DO0117  HISTORY     - Date     Condition        Report By
 DO0117  HISTORY     - 1961     MONUMENTED       CGS
 DO0117  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0117
 DO0117                          STATION DESCRIPTION
 DO0117
 DO0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0117'5.2 MI NW FROM ANTELOPE.
 DO0117'ABOUT 1.8 MILES NORTHWEST ALONG BUSINESS LOOP 187 FROM THE POST OFFICE
 DO0117'AT ANTELOPE, THENCE 3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 201, OR
 DO0117'7.35 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT
 DO0117'WINDTHORST, ABOUT 100 YARDS SOUTHEAST OF A CONCRETE CULVERT, 54 FEET
 DO0117'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK
 DO0117'OUTCROP, 3 1/2 FEET NORTHWEST OF A FENCE, ABOUT LEVEL WITH THE
 DO0117'HIGHWAY, AND PROJECTING 16 INCHES.
 DO0117
 DO0117                          STATION RECOVERY (2001)
 DO0117
 DO0117'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0048 ***********************************************************************
 CA0048  DESIGNATION -  R 117
 CA0048  PID         -  CA0048
 CA0048  STATE/COUNTY-  TX/HAMILTON
 CA0048  USGS QUAD   -  POTTSVILLE (1956)
 CA0048
 CA0048                         *CURRENT SURVEY CONTROL
 CA0048  ___________________________________________________________________
 CA0048* NAD 83(1986)-  31 40 44.     (N)    098 18 17.     (W)     SCALED    
 CA0048* NAVD 88     -       417.750  (meters)    1370.57   (feet)  ADJUSTED  
 CA0048  ___________________________________________________________________
 CA0048  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CA0048  DYNAMIC HT  -         417.206 (meters)    1368.78  (feet)  COMP
 CA0048  MODELED GRAV-     979,326.6   (mgal)                       NAVD 88
 CA0048
 CA0048  VERT ORDER  -  SECOND    CLASS 0
 CA0048
 CA0048.The horizontal coordinates were scaled from a topographic map and have
 CA0048.an estimated accuracy of +/- 6 seconds.
 CA0048
 CA0048.The orthometric height was determined by differential leveling
 CA0048.and adjusted by the National Geodetic Survey in June 1991..
 CA0048
 CA0048.The geoid height was determined by GEOID03.
 CA0048
 CA0048.The dynamic height is computed by dividing the NAVD 88
 CA0048.geopotential number by the normal gravity value computed on the
 CA0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0048.degrees latitude (g = 980.6199 gals.).
 CA0048
 CA0048.The modeled gravity was interpolated from observed gravity values.
 CA0048
 CA0048;                    North         East    Units  Estimated Accuracy
 CA0048;SPC TX C     - 3,224,830.      892,340.      MT  (+/- 180 meters Scaled)
 CA0048
 CA0048                          SUPERSEDED SURVEY CONTROL
 CA0048
 CA0048  NGVD 29 (??/??/92)  417.662  (m)         1370.28   (f) ADJ UNCH    2 0
 CA0048
 CA0048.Superseded values are not recommended for survey control.
 CA0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0048.See file dsdata.txt to determine how the superseded data were derived.
 CA0048
 CA0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA659050(NAD 83)
 CA0048_MARKER: DB = BENCH MARK DISK
 CA0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0048_STAMPING: 1370.434 R 117 1933
 CA0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0048+STABILITY: SURFACE MOTION
 CA0048
 CA0048  HISTORY     - Date     Condition        Report By
 CA0048  HISTORY     - 1933     MONUMENTED       CGS
 CA0048  HISTORY     - 1935     GOOD             NGS
 CA0048
 CA0048                          STATION DESCRIPTION
 CA0048
 CA0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0048'1.2 MI E FROM POTTSVILLE.
 CA0048'1.2 MILES EAST ALONG THE HAMILTON ROAD FROM POTTSVILLE, HAMILTON
 CA0048'COUNTY, ON THE NORTH SIDE OF THE ROAD, EAST OF THE ENTRANCE TO THE
 CA0048'PAUL NOACK FARMHOUSE, AND 40 FEET NORTH OF THE CORNER POST OF AN
 CA0048'EAST-AND-WEST DIVISION FENCE AND SET IN THE TOP OF A CONCRETE POST.
 CA0048
 CA0048                          STATION RECOVERY (1935)
 CA0048
 CA0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0061 ***********************************************************************
 CT0061  DESIGNATION -  R 1170
 CT0061  PID         -  CT0061
 CT0061  STATE/COUNTY-  TX/PALO PINTO
 CT0061  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0061
 CT0061                         *CURRENT SURVEY CONTROL
 CT0061  ___________________________________________________________________
 CT0061* NAD 83(1986)-  32 48 21.     (N)    098 03 59.     (W)     SCALED    
 CT0061* NAVD 88     -       258.197  (meters)     847.10   (feet)  ADJUSTED  
 CT0061  ___________________________________________________________________
 CT0061  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0061  DYNAMIC HT  -         257.882 (meters)     846.07  (feet)  COMP
 CT0061  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 CT0061
 CT0061  VERT ORDER  -  SECOND    CLASS 0
 CT0061
 CT0061.The horizontal coordinates were scaled from a topographic map and have
 CT0061.an estimated accuracy of +/- 6 seconds.
 CT0061
 CT0061.The orthometric height was determined by differential leveling
 CT0061.and adjusted by the National Geodetic Survey in June 1991..
 CT0061
 CT0061.The geoid height was determined by GEOID03.
 CT0061
 CT0061.The dynamic height is computed by dividing the NAVD 88
 CT0061.geopotential number by the normal gravity value computed on the
 CT0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0061.degrees latitude (g = 980.6199 gals.).
 CT0061
 CT0061.The modeled gravity was interpolated from observed gravity values.
 CT0061
 CT0061;                    North         East    Units  Estimated Accuracy
 CT0061;SPC TXNC     - 2,126,410.      640,610.      MT  (+/- 180 meters Scaled)
 CT0061
 CT0061                          SUPERSEDED SURVEY CONTROL
 CT0061
 CT0061  NGVD 29 (??/??/92)  258.097  (m)          846.77   (f) ADJ UNCH    2 0
 CT0061
 CT0061.Superseded values are not recommended for survey control.
 CT0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0061.See file dsdata.txt to determine how the superseded data were derived.
 CT0061
 CT0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB874301(NAD 83)
 CT0061_MARKER: DB = BENCH MARK DISK
 CT0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0061_SP_SET: CULVERT
 CT0061_STAMPING: R 1170 1961
 CT0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0061
 CT0061  HISTORY     - Date     Condition        Report By
 CT0061  HISTORY     - 1961     MONUMENTED       CGS
 CT0061  HISTORY     - 19980627 GOOD             USPSQD
 CT0061  HISTORY     - 20040327 GOOD             USPSQD
 CT0061
 CT0061                          STATION DESCRIPTION
 CT0061
 CT0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0061'3.05 MI E FROM MINERAL WELLS.
 CT0061'ABOUT 2.75 MILES EAST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0061'MINERAL WELLS, THENCE 0.3 MILE SOUTH ALONG FARM ROAD 1195, 297 FEET
 CT0061'SOUTH OF THE CENTER OF THE CROSSING OF THE ROAD AND THE WEATHERFORD,
 CT0061'MINERAL WELLS AND NORTHWESTERN RAILROAD, 21 FEET WEST OF THE CENTER
 CT0061'LINE OF THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 CT0061'HEAD WALL OF A CONCRETE CULVERT, AND ABOUT 6 BELOW THE LEVEL OF THE
 CT0061'ROAD.
 CT0061
 CT0061                          STATION RECOVERY (1998)
 CT0061
 CT0061'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0061'RECOVERED IN GOOD CONDITION.
 CT0061
 CT0061                          STATION RECOVERY (2004)
 CT0061
 CT0061'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0366 ***********************************************************************
 CU0366  DESIGNATION -  R 1171
 CU0366  PID         -  CU0366
 CU0366  STATE/COUNTY-  TX/MITCHELL
 CU0366  USGS QUAD   -  PECAN CROSSING (1959)
 CU0366
 CU0366                         *CURRENT SURVEY CONTROL
 CU0366  ___________________________________________________________________
 CU0366* NAD 83(1986)-  32 10 21.     (N)    100 45 27.     (W)     SCALED    
 CU0366* NAVD 88     -       630.703  (meters)    2069.23   (feet)  ADJUSTED  
 CU0366  ___________________________________________________________________
 CU0366  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CU0366  DYNAMIC HT  -         629.865 (meters)    2066.48  (feet)  COMP
 CU0366  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 CU0366
 CU0366  VERT ORDER  -  SECOND    CLASS 0
 CU0366
 CU0366.The horizontal coordinates were scaled from a topographic map and have
 CU0366.an estimated accuracy of +/- 6 seconds.
 CU0366
 CU0366.The orthometric height was determined by differential leveling
 CU0366.and adjusted by the National Geodetic Survey in June 1991..
 CU0366
 CU0366.The geoid height was determined by GEOID03.
 CU0366
 CU0366.The dynamic height is computed by dividing the NAVD 88
 CU0366.geopotential number by the normal gravity value computed on the
 CU0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0366.degrees latitude (g = 980.6199 gals.).
 CU0366
 CU0366.The modeled gravity was interpolated from observed gravity values.
 CU0366
 CU0366;                    North         East    Units  Estimated Accuracy
 CU0366;SPC TXNC     - 2,058,380.      387,100.      MT  (+/- 180 meters Scaled)
 CU0366
 CU0366                          SUPERSEDED SURVEY CONTROL
 CU0366
 CU0366  NGVD 29 (??/??/92)  630.505  (m)         2068.58   (f) ADJ UNCH    2 0
 CU0366
 CU0366.Superseded values are not recommended for survey control.
 CU0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0366.See file dsdata.txt to determine how the superseded data were derived.
 CU0366
 CU0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA342609(NAD 83)
 CU0366_MARKER: DB = BENCH MARK DISK
 CU0366_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0366_SP_SET: 14 FT
 CU0366_STAMPING: R 1171 1961
 CU0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0366
 CU0366  HISTORY     - Date     Condition        Report By
 CU0366  HISTORY     - 1961     MONUMENTED       CGS
 CU0366
 CU0366                          STATION DESCRIPTION
 CU0366
 CU0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0366'8.4 MI NW FROM SILVER.
 CU0366'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0366'AT SILVER, THENCE 7.8 MILE NORTHWEST ALONG STATE HIGHWAY 208, 1.4
 CU0366'MILES NORTHWEST OF A CONCRETE HIGHWAY BRIDGE OVER BIG SILVER CREEK, 49
 CU0366'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTHEAST OF
 CU0366'A CORNER POST FOR A TEE FENCE, 2 1/2 FEET NORTHEAST OF A FENCE, 2.0
 CU0366'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 CU0366'OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 CU0366'IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 CU0366'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0016 ***********************************************************************
 CB0016  DESIGNATION -  R 1172
 CB0016  PID         -  CB0016
 CB0016  STATE/COUNTY-  TX/COKE
 CB0016  USGS QUAD   -  SHAWVILLE (1987)
 CB0016
 CB0016                         *CURRENT SURVEY CONTROL
 CB0016  ___________________________________________________________________
 CB0016* NAD 83(1986)-  31 51 44.     (N)    100 18 02.     (W)     SCALED    
 CB0016* NAVD 88     -       542.829  (meters)    1780.93   (feet)  ADJUSTED  
 CB0016  ___________________________________________________________________
 CB0016  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CB0016  DYNAMIC HT  -         542.116 (meters)    1778.59  (feet)  COMP
 CB0016  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 CB0016
 CB0016  VERT ORDER  -  SECOND    CLASS 0
 CB0016
 CB0016.The horizontal coordinates were scaled from a topographic map and have
 CB0016.an estimated accuracy of +/- 6 seconds.
 CB0016
 CB0016.The orthometric height was determined by differential leveling
 CB0016.and adjusted by the National Geodetic Survey in June 1991..
 CB0016
 CB0016.The geoid height was determined by GEOID03.
 CB0016
 CB0016.The dynamic height is computed by dividing the NAVD 88
 CB0016.geopotential number by the normal gravity value computed on the
 CB0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0016.degrees latitude (g = 980.6199 gals.).
 CB0016
 CB0016.The modeled gravity was interpolated from observed gravity values.
 CB0016
 CB0016;                    North         East    Units  Estimated Accuracy
 CB0016;SPC TX C     - 3,243,400.      703,100.      MT  (+/- 180 meters Scaled)
 CB0016
 CB0016                          SUPERSEDED SURVEY CONTROL
 CB0016
 CB0016  NGVD 29 (??/??/92)  542.632  (m)         1780.29   (f) ADJ UNCH    2 0
 CB0016
 CB0016.Superseded values are not recommended for survey control.
 CB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0016.See file dsdata.txt to determine how the superseded data were derived.
 CB0016
 CB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA769259(NAD 83)
 CB0016_MARKER: DB = BENCH MARK DISK
 CB0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0016_STAMPING: R 1172 1961
 CB0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0016+STABILITY: SURFACE MOTION
 CB0016
 CB0016  HISTORY     - Date     Condition        Report By
 CB0016  HISTORY     - 1961     MONUMENTED       CGS
 CB0016
 CB0016                          STATION DESCRIPTION
 CB0016
 CB0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0016'1.8 MI S FROM BRONTE.
 CB0016'ABOUT 1.8 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM
 CB0016'THE STATION AT BRONTE, 3 POLES SOUTH OF A ROAD CROSSING, 61 FEET
 CB0016'NORTHEAST OF MILEPOST 687, 42 FEET EAST OF THE EAST RAIL, 36 FEET WEST
 CB0016'OF THE CENTER LINE OF A DIRT ROAD PARALLELING THE TRACK ON THE EAST
 CB0016'SIDE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CB0016'ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 CB0016'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0124 ***********************************************************************
 CU0124  DESIGNATION -  R 1173
 CU0124  PID         -  CU0124
 CU0124  STATE/COUNTY-  TX/FISHER
 CU0124  USGS QUAD   -  ROTAN (1981)
 CU0124
 CU0124                         *CURRENT SURVEY CONTROL
 CU0124  ___________________________________________________________________
 CU0124* NAD 83(1986)-  32 48 09.     (N)    100 23 50.     (W)     SCALED    
 CU0124* NAVD 88     -       584.401  (meters)    1917.32   (feet)  ADJUSTED  
 CU0124  ___________________________________________________________________
 CU0124  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CU0124  DYNAMIC HT  -         583.636 (meters)    1914.81  (feet)  COMP
 CU0124  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 CU0124
 CU0124  VERT ORDER  -  SECOND    CLASS 0
 CU0124
 CU0124.The horizontal coordinates were scaled from a topographic map and have
 CU0124.an estimated accuracy of +/- 6 seconds.
 CU0124
 CU0124.The orthometric height was determined by differential leveling
 CU0124.and adjusted by the National Geodetic Survey in June 1991..
 CU0124
 CU0124.The geoid height was determined by GEOID03.
 CU0124
 CU0124.The dynamic height is computed by dividing the NAVD 88
 CU0124.geopotential number by the normal gravity value computed on the
 CU0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0124.degrees latitude (g = 980.6199 gals.).
 CU0124
 CU0124.The modeled gravity was interpolated from observed gravity values.
 CU0124
 CU0124;                    North         East    Units  Estimated Accuracy
 CU0124;SPC TXNC     - 2,127,560.      422,340.      MT  (+/- 180 meters Scaled)
 CU0124
 CU0124                          SUPERSEDED SURVEY CONTROL
 CU0124
 CU0124  NGVD 29 (??/??/92)  584.15   (m)         1916.5    (f) COMPUTED    2 0
 CU0124
 CU0124.Superseded values are not recommended for survey control.
 CU0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0124.See file dsdata.txt to determine how the superseded data were derived.
 CU0124
 CU0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB691302(NAD 83)
 CU0124_MARKER: DB = BENCH MARK DISK
 CU0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0124_STAMPING: R 1173 1961
 CU0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0124+STABILITY: SURFACE MOTION
 CU0124
 CU0124  HISTORY     - Date     Condition        Report By
 CU0124  HISTORY     - 1961     MONUMENTED       CGS
 CU0124
 CU0124                          STATION DESCRIPTION
 CU0124
 CU0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0124'4.15 MI NW FROM ROBY.
 CU0124'ABOUT 4.15 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE COUNTY
 CU0124'COURTHOUSE AT ROBY, OR 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE
 CU0124'MOST SOUTHERLY OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 5.4
 CU0124'MILES SOUTHEAST ALONG STATE HIGHWAY 70, 49 FEET SOUTHWEST OF THE
 CU0124'CENTER LINE OF THE HIGHWAY, 116 FEET NORTHWEST OF THE CENTER LINE OF A
 CU0124'DIRT ROAD, 77 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 CU0124'TO A FARM BELONGING TO DEE SUMERLINS, 85 FEET NORTHWEST OF A PIPELINE
 CU0124'MARK, 69 FEET NORTHWEST OF A POLE USED AS A BRACE FOR A POWER LINE, 27
 CU0124'FEET SOUTH-SOUTHEAST OF A 14-INCH TREE, 2 1/2 FEET NORTHEAST OF A
 CU0124'BOARD FENCE, 2.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 CU0124'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0124'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0137 ***********************************************************************
 DP0137  DESIGNATION -  R 1174 RESET 1970
 DP0137  PID         -  DP0137
 DP0137  STATE/COUNTY-  TX/FISHER
 DP0137  USGS QUAD   -  A B C CREEK (1969)
 DP0137
 DP0137                         *CURRENT SURVEY CONTROL
 DP0137  ___________________________________________________________________
 DP0137* NAD 83(1986)-  33 05 43.     (N)    100 35 50.     (W)     SCALED    
 DP0137* NAVD 88     -       623.12   (+/-2cm)    2044.4    (feet)  VERTCON   
 DP0137  ___________________________________________________________________
 DP0137  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DP0137
 DP0137  VERT ORDER  -  THIRD (See Below)
 DP0137
 DP0137.The horizontal coordinates were scaled from a topographic map and have
 DP0137.an estimated accuracy of +/- 6 seconds.
 DP0137
 DP0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0137.The vertical order pertains to the NGVD 29 superseded value.
 DP0137
 DP0137.The geoid height was determined by GEOID03.
 DP0137
 DP0137;                    North         East    Units  Estimated Accuracy
 DP0137;SPC TXNC     - 2,160,370.      404,260.      MT  (+/- 180 meters Scaled)
 DP0137
 DP0137                          SUPERSEDED SURVEY CONTROL
 DP0137
 DP0137  NGVD 29 (01/29/03)  622.87   (m)         2043.5    (f) RESET       3  
 DP0137
 DP0137.Superseded values are not recommended for survey control.
 DP0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0137.See file dsdata.txt to determine how the superseded data were derived.
 DP0137
 DP0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB509629(NAD 83)
 DP0137_MARKER: DB = BENCH MARK DISK
 DP0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0137_STAMPING: R 1174 1961 RESET 1970
 DP0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0137+STABILITY: SURFACE MOTION
 DP0137
 DP0137  HISTORY     - Date     Condition        Report By
 DP0137  HISTORY     - 1970     MONUMENTED       TXHD
 DP0137  HISTORY     - 1971     GOOD             USGS
 DP0137
 DP0137                          STATION DESCRIPTION
 DP0137
 DP0137'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DP0137'11.6 MI SE FROM CLAIREMONT.
 DP0137'ABOUT 5.65 MILES EAST U.S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0137'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, THENCE 5.95 MILES
 DP0137'SOUTHEAST ALONG STATE HIGHWAY 70, 0.3 MILE NORTHWEST OF THE JUNCTION
 DP0137'OF THE HIGHWAY AND A DIRT ROAD LEADING NORTHEAST, SOUTH OF AND ON THE
 DP0137'INSIDE OF A LONG CURVE IN THE HIGHWAY, 710 FEET EAST OF THE EAST END
 DP0137'OF SOUTH HEAD WALL OF A CONCRETE CULVERT, 1.6 FEET SOUTH OF FENCE, 3.5
 DP0137'SOUTHEAST OF FENCE POST BEARING WITNESS SIGN, 3.8 FEET LOWER THAN
 DP0137'HIGHWAY, SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH GROUND
 DP0137'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0080 ***********************************************************************
 CB0080  DESIGNATION -  R 1175
 CB0080  PID         -  CB0080
 CB0080  STATE/COUNTY-  TX/COKE
 CB0080  USGS QUAD   -  ROBERT LEE (1987)
 CB0080
 CB0080                         *CURRENT SURVEY CONTROL
 CB0080  ___________________________________________________________________
 CB0080* NAD 83(1986)-  31 54 12.     (N)    100 24 04.     (W)     SCALED    
 CB0080* NAVD 88     -       596.021  (meters)    1955.45   (feet)  ADJUSTED  
 CB0080  ___________________________________________________________________
 CB0080  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CB0080  DYNAMIC HT  -         595.234 (meters)    1952.86  (feet)  COMP
 CB0080  MODELED GRAV-     979,300.1   (mgal)                       NAVD 88
 CB0080
 CB0080  VERT ORDER  -  SECOND    CLASS 0
 CB0080
 CB0080.The horizontal coordinates were scaled from a topographic map and have
 CB0080.an estimated accuracy of +/- 6 seconds.
 CB0080
 CB0080.The orthometric height was determined by differential leveling
 CB0080.and adjusted by the National Geodetic Survey in June 1991..
 CB0080
 CB0080.The geoid height was determined by GEOID03.
 CB0080
 CB0080.The dynamic height is computed by dividing the NAVD 88
 CB0080.geopotential number by the normal gravity value computed on the
 CB0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0080.degrees latitude (g = 980.6199 gals.).
 CB0080
 CB0080.The modeled gravity was interpolated from observed gravity values.
 CB0080
 CB0080;                    North         East    Units  Estimated Accuracy
 CB0080;SPC TX C     - 3,247,960.      693,590.      MT  (+/- 180 meters Scaled)
 CB0080
 CB0080                          SUPERSEDED SURVEY CONTROL
 CB0080
 CB0080  NGVD 29 (??/??/92)  595.827  (m)         1954.81   (f) ADJ UNCH    2 0
 CB0080
 CB0080.Superseded values are not recommended for survey control.
 CB0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0080.See file dsdata.txt to determine how the superseded data were derived.
 CB0080
 CB0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA675305(NAD 83)
 CB0080_MARKER: DB = BENCH MARK DISK
 CB0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0080_SP_SET: CULVERT
 CB0080_STAMPING: R 1175 1961
 CB0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0080
 CB0080  HISTORY     - Date     Condition        Report By
 CB0080  HISTORY     - 1961     MONUMENTED       CGS
 CB0080
 CB0080                          STATION DESCRIPTION
 CB0080
 CB0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0080'5.45 MI E FROM ROBERT LEE.
 CB0080'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0080'LEE, THENCE 5.2 MILES EAST ALONG STATE HIGHWAY 158, OR 6.7 MILES WEST
 CB0080'ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND SANTA FE RAILROAD
 CB0080'STATION AT BRONTE, 0.1 MILE WEST OF A CURVE IN THE HIGHWAY, 20 FEET
 CB0080'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST
 CB0080'END OF THE NORTH CONCRETE HEAD WALL OF A CONCRETE CULVERT, AND ABOUT 1
 CB0080'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0081 ***********************************************************************
 CB0081  DESIGNATION -  R 1175 RESET 1962
 CB0081  PID         -  CB0081
 CB0081  STATE/COUNTY-  TX/COKE
 CB0081  USGS QUAD   -  ROBERT LEE (1987)
 CB0081
 CB0081                         *CURRENT SURVEY CONTROL
 CB0081  ___________________________________________________________________
 CB0081* NAD 83(1986)-  31 54 12.     (N)    100 24 04.     (W)     SCALED    
 CB0081* NAVD 88     -       595.94   (+/-2cm)    1955.2    (feet)  VERTCON   
 CB0081  ___________________________________________________________________
 CB0081  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CB0081
 CB0081  VERT ORDER  -  THIRD (See Below)
 CB0081
 CB0081.The horizontal coordinates were scaled from a topographic map and have
 CB0081.an estimated accuracy of +/- 6 seconds.
 CB0081
 CB0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0081.The vertical order pertains to the NGVD 29 superseded value.
 CB0081
 CB0081.The geoid height was determined by GEOID03.
 CB0081
 CB0081;                    North         East    Units  Estimated Accuracy
 CB0081;SPC TX C     - 3,247,960.      693,590.      MT  (+/- 180 meters Scaled)
 CB0081
 CB0081                          SUPERSEDED SURVEY CONTROL
 CB0081
 CB0081  NGVD 29 (01/29/03)  595.75   (m)         1954.6    (f) RESET       3  
 CB0081
 CB0081.Superseded values are not recommended for survey control.
 CB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0081.See file dsdata.txt to determine how the superseded data were derived.
 CB0081
 CB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA675305(NAD 83)
 CB0081_MARKER: DB = BENCH MARK DISK
 CB0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0081_STAMPING: R 1175 RESET 1962
 CB0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0081+STABILITY: SURFACE MOTION
 CB0081
 CB0081  HISTORY     - Date     Condition        Report By
 CB0081  HISTORY     - 1962     MONUMENTED       CGS
 CB0081
 CB0081                          STATION DESCRIPTION
 CB0081
 CB0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CB0081'0.25 MI N FROM ROBERT LEE.
 CB0081'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0081'LEE, THENCE 5.2 MILES EAST ALONG STATE HIGHWAY 158, OR 6.7 MILES WEST
 CB0081'ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND SANTA FE RAILROAD
 CB0081'STATION AT BRONTE, 115 FEET SOUTHWEST OF A CONCRETE CULVERT, 60 FEET
 CB0081'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 158, 35 FEET WEST OF A
 CB0081'TELEPHONE POLE, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2 FEET
 CB0081'EAST OF A METAL WITNESS POST.  A STANDARD DISK STAMPED R 1175 RESET
 CB0081'1962, SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0247 ***********************************************************************
 CB0247  DESIGNATION -  R 1177
 CB0247  PID         -  CB0247
 CB0247  STATE/COUNTY-  TX/COKE
 CB0247  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0247
 CB0247                         *CURRENT SURVEY CONTROL
 CB0247  ___________________________________________________________________
 CB0247* NAD 83(1986)-  31 53 48.     (N)    100 45 16.     (W)     SCALED    
 CB0247* NAVD 88     -       702.928  (meters)    2306.19   (feet)  ADJUSTED  
 CB0247  ___________________________________________________________________
 CB0247  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0247  DYNAMIC HT  -         701.971 (meters)    2303.05  (feet)  COMP
 CB0247  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 CB0247
 CB0247  VERT ORDER  -  SECOND    CLASS 0
 CB0247
 CB0247.The horizontal coordinates were scaled from a topographic map and have
 CB0247.an estimated accuracy of +/- 6 seconds.
 CB0247
 CB0247.The orthometric height was determined by differential leveling
 CB0247.and adjusted by the National Geodetic Survey in June 1991..
 CB0247
 CB0247.The geoid height was determined by GEOID03.
 CB0247
 CB0247.The dynamic height is computed by dividing the NAVD 88
 CB0247.geopotential number by the normal gravity value computed on the
 CB0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0247.degrees latitude (g = 980.6199 gals.).
 CB0247
 CB0247.The modeled gravity was interpolated from observed gravity values.
 CB0247
 CB0247;                    North         East    Units  Estimated Accuracy
 CB0247;SPC TX C     - 3,247,290.      660,160.      MT  (+/- 180 meters Scaled)
 CB0247
 CB0247                          SUPERSEDED SURVEY CONTROL
 CB0247
 CB0247  NGVD 29 (??/??/92)  702.704  (m)         2305.45   (f) ADJ UNCH    2 0
 CB0247
 CB0247.Superseded values are not recommended for survey control.
 CB0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0247.See file dsdata.txt to determine how the superseded data were derived.
 CB0247
 CB0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA340303(NAD 83)
 CB0247_MARKER: DB = BENCH MARK DISK
 CB0247_SETTING: 66 = SET IN ROCK OUTCROP
 CB0247_SP_SET: ROCK OUTCROP
 CB0247_STAMPING: R 1177 1961
 CB0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0247+STABILITY: POSITION/ELEVATION WELL
 CB0247
 CB0247  HISTORY     - Date     Condition        Report By
 CB0247  HISTORY     - 1961     MONUMENTED       CGS
 CB0247
 CB0247                          STATION DESCRIPTION
 CB0247
 CB0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0247'17.05 MI W FROM ROBERT LEE.
 CB0247'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0247'ROBERT LEE, THENCE 16.8 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0247'ROAD 387, OR 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY
 CB0247'COURTHOUSE AT STERLING CITY, THENCE 17.2 MILES NORTHEAST ALONG STATE
 CB0247'HIGHWAY 158 AND FARM ROAD 387, 138 FEET SOUTH OF THE CENTER LINE OF
 CB0247'THE HIGHWAY, SET IN THE TOP OF A LARGE ROCK OUTCROP ON THE EAST SIDE
 CB0247'OF THE BED OF ROCK BOTTOM CREEK, 136 FEET SOUTHWEST OF THE SOUTHEAST
 CB0247'CORNER OF A CONCRETE BRIDGE OVER THE CREEK, ABOUT 8 FEET BELOW THE
 CB0247'LEVEL OF THE HIGHWAY, AND PROJECTING 30 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0099 ***********************************************************************
 CU0099  DESIGNATION -  R 1178
 CU0099  PID         -  CU0099
 CU0099  STATE/COUNTY-  TX/FISHER
 CU0099  USGS QUAD   -  ROTAN (1981)
 CU0099
 CU0099                         *CURRENT SURVEY CONTROL
 CU0099  ___________________________________________________________________
 CU0099* NAD 83(1986)-  32 50 12.     (N)    100 27 59.     (W)     SCALED    
 CU0099* NAVD 88     -       590.820  (meters)    1938.38   (feet)  ADJUSTED  
 CU0099  ___________________________________________________________________
 CU0099  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CU0099  DYNAMIC HT  -         590.049 (meters)    1935.85  (feet)  COMP
 CU0099  MODELED GRAV-     979,314.5   (mgal)                       NAVD 88
 CU0099
 CU0099  VERT ORDER  -  SECOND    CLASS 0
 CU0099
 CU0099.The horizontal coordinates were scaled from a topographic map and have
 CU0099.an estimated accuracy of +/- 6 seconds.
 CU0099
 CU0099.The orthometric height was determined by differential leveling
 CU0099.and adjusted by the National Geodetic Survey in June 1991..
 CU0099
 CU0099.The geoid height was determined by GEOID03.
 CU0099
 CU0099.The dynamic height is computed by dividing the NAVD 88
 CU0099.geopotential number by the normal gravity value computed on the
 CU0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0099.degrees latitude (g = 980.6199 gals.).
 CU0099
 CU0099.The modeled gravity was interpolated from observed gravity values.
 CU0099
 CU0099;                    North         East    Units  Estimated Accuracy
 CU0099;SPC TXNC     - 2,131,460.      415,930.      MT  (+/- 180 meters Scaled)
 CU0099
 CU0099                          SUPERSEDED SURVEY CONTROL
 CU0099
 CU0099  NGVD 29 (??/??/92)  590.572  (m)         1937.57   (f) ADJ UNCH    2 0
 CU0099
 CU0099.Superseded values are not recommended for survey control.
 CU0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0099.See file dsdata.txt to determine how the superseded data were derived.
 CU0099
 CU0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB627341(NAD 83)
 CU0099_MARKER: DB = BENCH MARK DISK
 CU0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0099_STAMPING: R 1178 1961
 CU0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0099+STABILITY: SURFACE MOTION
 CU0099
 CU0099  HISTORY     - Date     Condition        Report By
 CU0099  HISTORY     - 1961     MONUMENTED       CGS
 CU0099  HISTORY     - 1969     MARK NOT FOUND   USGS
 CU0099
 CU0099                          STATION DESCRIPTION
 CU0099
 CU0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0099'1.35 MI S FROM ROTAN.
 CU0099'ABOUT 0.35 MILE WEST ALONG FARM ROAD 611 FROM THE MOST SOUTHERLY OF A
 CU0099'GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 1.0 MILE SOUTH ALONG A
 CU0099'GRADED DIRT ROAD, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 43 FEET
 CU0099'NORTH OF THE CENTER LINE OF A DIRT ROAD, 53 FEET NORTHEAST OF THE
 CU0099'CENTER OF THE INTERSECTION OF THE TWO ROADS, 11 FEET NORTH OF A POWER
 CU0099'POLE WHICH IS BRACED BY A GUY WIRE, IN LINE WITH A ROW OF POWER POLES,
 CU0099'1.9 FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 CU0099'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CU0099'NOTE-- ROAD RECONSTRUCTED.
 CU0099
 CU0099                          STATION RECOVERY (1969)
 CU0099
 CU0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0432 ***********************************************************************
 CU0432  DESIGNATION -  R 1179
 CU0432  PID         -  CU0432
 CU0432  STATE/COUNTY-  TX/FISHER
 CU0432  USGS QUAD   -  BULL CREEK (1969)
 CU0432
 CU0432                         *CURRENT SURVEY CONTROL
 CU0432  ___________________________________________________________________
 CU0432* NAD 83(1986)-  32 44 00.     (N)    100 35 39.     (W)     SCALED    
 CU0432* NAVD 88     -       638.985  (meters)    2096.40   (feet)  ADJUSTED  
 CU0432  ___________________________________________________________________
 CU0432  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CU0432  DYNAMIC HT  -         638.140 (meters)    2093.63  (feet)  COMP
 CU0432  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 CU0432
 CU0432  VERT ORDER  -  SECOND    CLASS 0
 CU0432
 CU0432.The horizontal coordinates were scaled from a topographic map and have
 CU0432.an estimated accuracy of +/- 6 seconds.
 CU0432
 CU0432.The orthometric height was determined by differential leveling
 CU0432.and adjusted by the National Geodetic Survey in June 1991..
 CU0432
 CU0432.The geoid height was determined by GEOID03.
 CU0432
 CU0432.The dynamic height is computed by dividing the NAVD 88
 CU0432.geopotential number by the normal gravity value computed on the
 CU0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0432.degrees latitude (g = 980.6199 gals.).
 CU0432
 CU0432.The modeled gravity was interpolated from observed gravity values.
 CU0432
 CU0432;                    North         East    Units  Estimated Accuracy
 CU0432;SPC TXNC     - 2,120,240.      403,740.      MT  (+/- 180 meters Scaled)
 CU0432
 CU0432                          SUPERSEDED SURVEY CONTROL
 CU0432
 CU0432  NGVD 29 (??/??/92)  638.716  (m)         2095.52   (f) ADJ UNCH    2 0
 CU0432
 CU0432.Superseded values are not recommended for survey control.
 CU0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0432.See file dsdata.txt to determine how the superseded data were derived.
 CU0432
 CU0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB506228(NAD 83)
 CU0432_MARKER: DB = BENCH MARK DISK
 CU0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0432_STAMPING: R 1179 1961
 CU0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0432+STABILITY: SURFACE MOTION
 CU0432
 CU0432  HISTORY     - Date     Condition        Report By
 CU0432  HISTORY     - 1961     MONUMENTED       CGS
 CU0432
 CU0432                          STATION DESCRIPTION
 CU0432
 CU0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0432'4.45 MI SW FROM HOBBS.
 CU0432'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0432'HOBBS, THENCE 3.3 MILES SOUTH ALONG FARM ROAD 611, THENCE 0.95 MILE
 CU0432'WEST ALONG U. S. HIGHWAY 180, ABOUT 0.25 MILE NORTHWEST OF AND ACROSS
 CU0432'THE HIGHWAY FROM A SMALL PROMINENT HILL, 48 FEET NORTH OF THE CENTER
 CU0432'LINE OF THE HIGHWAY, 123 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 CU0432'A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET NORTHEAST OF A
 CU0432'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 CU0432'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0338 ***********************************************************************
 CU0338  DESIGNATION -  R 1180
 CU0338  PID         -  CU0338
 CU0338  STATE/COUNTY-  TX/MITCHELL
 CU0338  USGS QUAD   -  CUTHBERT (1956)
 CU0338
 CU0338                         *CURRENT SURVEY CONTROL
 CU0338  ___________________________________________________________________
 CU0338* NAD 83(1986)-  32 28 48.     (N)    101 00 24.     (W)     SCALED    
 CU0338* NAVD 88     -       675.723  (meters)    2216.93   (feet)  ADJUSTED  
 CU0338  ___________________________________________________________________
 CU0338  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CU0338  DYNAMIC HT  -         674.822 (meters)    2213.98  (feet)  COMP
 CU0338  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 CU0338
 CU0338  VERT ORDER  -  SECOND    CLASS 0
 CU0338
 CU0338.The horizontal coordinates were scaled from a topographic map and have
 CU0338.an estimated accuracy of +/- 6 seconds.
 CU0338
 CU0338.The orthometric height was determined by differential leveling
 CU0338.and adjusted by the National Geodetic Survey in June 1991..
 CU0338
 CU0338.The geoid height was determined by GEOID03.
 CU0338
 CU0338.The dynamic height is computed by dividing the NAVD 88
 CU0338.geopotential number by the normal gravity value computed on the
 CU0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0338.degrees latitude (g = 980.6199 gals.).
 CU0338
 CU0338.The modeled gravity was interpolated from observed gravity values.
 CU0338
 CU0338;                    North         East    Units  Estimated Accuracy
 CU0338;SPC TXNC     - 2,093,000.      364,420.      MT  (+/- 180 meters Scaled)
 CU0338
 CU0338                          SUPERSEDED SURVEY CONTROL
 CU0338
 CU0338  NGVD 29 (??/??/92)  675.475  (m)         2216.12   (f) ADJ UNCH    2 0
 CU0338
 CU0338.Superseded values are not recommended for survey control.
 CU0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0338.See file dsdata.txt to determine how the superseded data were derived.
 CU0338
 CU0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA114954(NAD 83)
 CU0338_MARKER: DB = BENCH MARK DISK
 CU0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0338_STAMPING: R 1180 1961
 CU0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0338+STABILITY: SURFACE MOTION
 CU0338
 CU0338  HISTORY     - Date     Condition        Report By
 CU0338  HISTORY     - 1961     MONUMENTED       CGS
 CU0338
 CU0338                          STATION DESCRIPTION
 CU0338
 CU0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0338'11.65 MI SE FROM IRA.
 CU0338'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0338'CHURCH AT IRA, THENCE 5.9 MILES SOUTHEAST ALONG FARM ROAD 1229, 85
 CU0338'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE FARM ROAD AND FARM
 CU0338'ROAD 1808, 64 FEET NORTH OF THE CENTER LINE OF FARM ROAD 1808 LEADING
 CU0338'EAST, 53 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 16
 CU0338'FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET SOUTHEAST OF A FENCE, 2.0
 CU0338'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CU0338'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0458 ***********************************************************************
 CU0458  DESIGNATION -  R 1181
 CU0458  PID         -  CU0458
 CU0458  STATE/COUNTY-  TX/SCURRY
 CU0458  USGS QUAD   -  SNYDER (1979)
 CU0458
 CU0458                         *CURRENT SURVEY CONTROL
 CU0458  ___________________________________________________________________
 CU0458* NAD 83(1986)-  32 42 03.     (N)    100 56 50.     (W)     SCALED    
 CU0458* NAVD 88     -       737.660  (meters)    2420.14   (feet)  ADJUSTED  
 CU0458  ___________________________________________________________________
 CU0458  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CU0458  DYNAMIC HT  -         736.688 (meters)    2416.95  (feet)  COMP
 CU0458  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 CU0458
 CU0458  VERT ORDER  -  SECOND    CLASS 0
 CU0458
 CU0458.This mark is at Winston Fld (SNK) Airport (SNK)
 CU0458
 CU0458.The horizontal coordinates were scaled from a topographic map and have
 CU0458.an estimated accuracy of +/- 6 seconds.
 CU0458
 CU0458.The orthometric height was determined by differential leveling
 CU0458.and adjusted by the National Geodetic Survey in June 1991..
 CU0458
 CU0458.The geoid height was determined by GEOID03.
 CU0458
 CU0458.The dynamic height is computed by dividing the NAVD 88
 CU0458.geopotential number by the normal gravity value computed on the
 CU0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0458.degrees latitude (g = 980.6199 gals.).
 CU0458
 CU0458.The modeled gravity was interpolated from observed gravity values.
 CU0458
 CU0458;                    North         East    Units  Estimated Accuracy
 CU0458;SPC TXNC     - 2,117,350.      370,580.      MT  (+/- 180 meters Scaled)
 CU0458
 CU0458                          SUPERSEDED SURVEY CONTROL
 CU0458
 CU0458  NGVD 29 (??/??/92)  737.367  (m)         2419.18   (f) ADJ UNCH    2 0
 CU0458
 CU0458.Superseded values are not recommended for survey control.
 CU0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0458.See file dsdata.txt to determine how the superseded data were derived.
 CU0458
 CU0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB174197(NAD 83)
 CU0458_MARKER: DB = BENCH MARK DISK
 CU0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0458_SP_SET: FOUNDATION
 CU0458_STAMPING: R 1181 1961
 CU0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0458
 CU0458  HISTORY     - Date     Condition        Report By
 CU0458  HISTORY     - 1961     MONUMENTED       CGS
 CU0458
 CU0458                          STATION DESCRIPTION
 CU0458
 CU0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0458'3.8 MI SW FROM SNYDER.
 CU0458'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0458'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0458'0.9 MILE WEST ALONG U. S. HIGHWAY 180, THENCE 0.8 MILE SOUTH ALONG EL
 CU0458'PASO AVENUE, THENCE 0.8 MILE WEST ALONG 37TH STREET, THENCE 0.2 MILE
 CU0458'SOUTH ALONG A PAVED ROAD TO AN ARCHED HANGAR AT THE WINSTON AIRPORT,
 CU0458'AT THE WEST ENTRANCE TO THE HANGAR, IN LINE WITH THE MIDDLE STEEL BEAM
 CU0458'OF THE ARCHED ROOF OF THE HANGAR, SET IN THE CENTER OF THE TOP OF A
 CU0458'CONCRETE FOUNDATION SUPPORTING THE STEEL TRACKS FOR THE SLIDING DOORS
 CU0458'AT THE WEST ENTRANCE, AND ABOUT FLUSH WITH THE CONCRETE FLOOR OF THE
 CU0458'HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1171 ***********************************************************************
 AW1171  DESIGNATION -  R 1182
 AW1171  PID         -  AW1171
 AW1171  STATE/COUNTY-  TX/BRAZORIA
 AW1171  USGS QUAD   -  ANGLETON (1974)
 AW1171
 AW1171                         *CURRENT SURVEY CONTROL
 AW1171  ___________________________________________________________________
 AW1171* NAD 83(1986)-  29 10 18.     (N)    095 24 41.     (W)     SCALED    
 AW1171* NAVD 88     -         8.01   (+/-2cm)      26.3    (feet)  VERTCON   
 AW1171  ___________________________________________________________________
 AW1171  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW1171
 AW1171  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1171
 AW1171.The horizontal coordinates were scaled from a topographic map and have
 AW1171.an estimated accuracy of +/- 6 seconds.
 AW1171
 AW1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1171.The vertical order pertains to the NGVD 29 superseded value.
 AW1171
 AW1171.The geoid height was determined by GEOID03.
 AW1171
 AW1171;                    North         East    Units  Estimated Accuracy
 AW1171;SPC TXSC     - 4,153,680.      948,990.      MT  (+/- 180 meters Scaled)
 AW1171
 AW1171                          SUPERSEDED SURVEY CONTROL
 AW1171
 AW1171  NGVD 29 (??/??/92)    8.018  (m)           26.31   (f) ADJ UNCH    1 1
 AW1171
 AW1171.Superseded values are not recommended for survey control.
 AW1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1171.See file dsdata.txt to determine how the superseded data were derived.
 AW1171
 AW1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN654294(NAD 83)
 AW1171_MARKER: DB = BENCH MARK DISK
 AW1171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1171_SP_SET: BRIDGE CURB
 AW1171_STAMPING: R 1182 1963
 AW1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1171
 AW1171  HISTORY     - Date     Condition        Report By
 AW1171  HISTORY     - 1963     MONUMENTED       CGS
 AW1171  HISTORY     - 1973     GOOD             NGS
 AW1171  HISTORY     - 1978     GOOD             NGS
 AW1171  HISTORY     - 1987     GOOD             USPSQD
 AW1171  HISTORY     - 1988     GOOD             USPSQD
 AW1171  HISTORY     - 19970628 GOOD             USPSQD
 AW1171  HISTORY     - 20030426 GOOD             USPSQD
 AW1171
 AW1171                          STATION DESCRIPTION
 AW1171
 AW1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1171'1.6 MI NE FROM ANGLETON.
 AW1171'1.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1171'STATION AT ANGLETON, 0.05 MILE SOUTHWEST OF THE CROSSING OF COUNTY
 AW1171'ROAD 428, 0.2 MILE SOUTHWEST OF MILEPOLE 322, DIRECTLY OPPOSITE WOODEN
 AW1171'RAILROAD BRIDGE 321.8, IN THE TOP AND 4.3 FEET SOUTHWEST OF THE
 AW1171'NORTHEAST END OF THE NORTHWEST CONCRETE CURB OF A BRIDGE UNDER COUNTY
 AW1171'ROAD 171, 14 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 68.0 FEET
 AW1171'SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 3 1/2 FEET LOWER THAN THE TRACK
 AW1171'AND 1 FOOT HIGHER THAN THE ROAD.
 AW1171
 AW1171                          STATION RECOVERY (1978)
 AW1171
 AW1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1171'RECOVERED IN GOOD CONDITION.
 AW1171
 AW1171                          STATION RECOVERY (1987)
 AW1171
 AW1171'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1171'RECOVERED IN GOOD CONDITION.
 AW1171
 AW1171                          STATION RECOVERY (1988)
 AW1171
 AW1171'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW1171'RECOVERED IN GOOD CONDITION.
 AW1171
 AW1171                          STATION RECOVERY (1997)
 AW1171
 AW1171'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1171'RECOVERED IN GOOD CONDITION.
 AW1171
 AW1171                          STATION RECOVERY (2003)
 AW1171
 AW1171'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3461 ***********************************************************************
 AW3461  DESIGNATION -  R 1183
 AW3461  PID         -  AW3461
 AW3461  STATE/COUNTY-  TX/HARRIS
 AW3461  USGS QUAD   -  HIGHLANDS (1995)
 AW3461
 AW3461                         *CURRENT SURVEY CONTROL
 AW3461  ___________________________________________________________________
 AW3461* NAD 83(1986)-  29 46 30.     (N)    095 03 56.     (W)     SCALED    
 AW3461* NAVD 88     -         1.13   (+/-2cm)       3.7    (feet)  VERTCON   
 AW3461  ___________________________________________________________________
 AW3461  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW3461
 AW3461  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3461
 AW3461.The horizontal coordinates were scaled from a topographic map and have
 AW3461.an estimated accuracy of +/- 6 seconds.
 AW3461
 AW3461.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3461.The vertical order pertains to the NGVD 29 superseded value.
 AW3461
 AW3461.The geoid height was determined by GEOID03.
 AW3461
 AW3461;                    North         East    Units  Estimated Accuracy
 AW3461;SPC TXSC     - 4,221,590.      980,360.      MT  (+/- 180 meters Scaled)
 AW3461
 AW3461                          SUPERSEDED SURVEY CONTROL
 AW3461
 AW3461  NGVD 29 (??/??/92)    1.124  (m)            3.69   (f) ADJ UNCH    1 2
 AW3461
 AW3461.Superseded values are not recommended for survey control.
 AW3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3461.See file dsdata.txt to determine how the superseded data were derived.
 AW3461
 AW3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN003956(NAD 83)
 AW3461_MARKER: DB = BENCH MARK DISK
 AW3461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3461_SP_SET: 48 FT.
 AW3461_STAMPING: R 1183 1963
 AW3461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3461
 AW3461  HISTORY     - Date     Condition        Report By
 AW3461  HISTORY     - 1963     MONUMENTED       CGS
 AW3461  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW3461  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW3461  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW3461
 AW3461                          STATION DESCRIPTION
 AW3461
 AW3461'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW3461'1.2 MI NE FROM LYNCHBURG.
 AW3461'ABOUT 1.2 MILES NORTHEAST ALONG THE CROSBY-LYNCHBURG ROAD FROM THE
 AW3461'NORTH FERRY LANDING AT LYNCHBURG, ABOUT 0.3 MILE NORTH OF A CONCRETE
 AW3461'BRIDGE, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF
 AW3461'THE CENTER OF A GATE, 2 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF
 AW3461'A FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AW3461'THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 AW3461'DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 6-INCH CONCRETE TILE
 AW3461'THAT PROJECTS 3 INCHES.
 AW3461
 AW3461                          STATION RECOVERY (1978)
 AW3461
 AW3461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3461'NOT RECOVERED.  NOTE=MARK NOW UNDERWATER.
 AW3461
 AW3461                          STATION RECOVERY (1997)
 AW3461
 AW3461'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3461'MARK NOT FOUND.
 AW3461
 AW3461                          STATION RECOVERY (2004)
 AW3461
 AW3461'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0993 ***********************************************************************
 AW0993  DESIGNATION -  R 1184
 AW0993  PID         -  AW0993
 AW0993  STATE/COUNTY-  TX/BRAZORIA
 AW0993  USGS QUAD   -  ALGOA (1974)
 AW0993
 AW0993                         *CURRENT SURVEY CONTROL
 AW0993  ___________________________________________________________________
 AW0993* NAD 83(1986)-  29 26 17.     (N)    095 14 42.     (W)     SCALED    
 AW0993* NAVD 88     -        12.060  (meters)      39.57   (feet)  ADJUSTED  
 AW0993  ___________________________________________________________________
 AW0993  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW0993  DYNAMIC HT  -          12.043 (meters)      39.51  (feet)  COMP
 AW0993  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 AW0993
 AW0993  VERT ORDER  -  FIRST     CLASS I
 AW0993
 AW0993.The horizontal coordinates were scaled from a topographic map and have
 AW0993.an estimated accuracy of +/- 6 seconds.
 AW0993
 AW0993.The orthometric height was determined by differential leveling
 AW0993.and adjusted by the National Geodetic Survey in June 1991..
 AW0993
 AW0993.The geoid height was determined by GEOID03.
 AW0993
 AW0993.The dynamic height is computed by dividing the NAVD 88
 AW0993.geopotential number by the normal gravity value computed on the
 AW0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0993.degrees latitude (g = 980.6199 gals.).
 AW0993
 AW0993.The modeled gravity was interpolated from observed gravity values.
 AW0993
 AW0993;                    North         East    Units  Estimated Accuracy
 AW0993;SPC TXSC     - 4,183,690.      964,220.      MT  (+/- 180 meters Scaled)
 AW0993
 AW0993                          SUPERSEDED SURVEY CONTROL
 AW0993
 AW0993  NGVD 29 (12/23/87)   12.057  (m)           39.56   (f) ADJUSTED    1 1
 AW0993
 AW0993.Superseded values are not recommended for survey control.
 AW0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0993.See file dsdata.txt to determine how the superseded data were derived.
 AW0993
 AW0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN822586(NAD 83)
 AW0993_MARKER: DB = BENCH MARK DISK
 AW0993_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0993_SP_SET: HEADWALL OF CULVERT
 AW0993_STAMPING: R 1184 1964
 AW0993_MARK LOGO: CGS   
 AW0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0993+STABILITY: SURFACE MOTION
 AW0993
 AW0993  HISTORY     - Date     Condition        Report By
 AW0993  HISTORY     - 1964     MONUMENTED       CGS
 AW0993  HISTORY     - 1973     GOOD             NGS
 AW0993  HISTORY     - 1978     GOOD             NGS
 AW0993  HISTORY     - 1987     GOOD             NGS
 AW0993  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW0993  HISTORY     - 20020109 MARK NOT FOUND   USPSQD
 AW0993  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 AW0993
 AW0993                          STATION DESCRIPTION
 AW0993
 AW0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0993'0.95 MI N FROM ALVIN.
 AW0993'AT ALVIN, 0.95 MILE NORTH ALONG STATE HIGHWAY 35 (BUSINESS ROUTE) FROM
 AW0993'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION, 0.05 MILE SOUTH OF
 AW0993'THE JUNCTION OF FARM ROAD 528, AT THE INTERSECTION OF PAUL STREET, 48
 AW0993'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTH OF THE
 AW0993'CENTER LINE OF PAUL STREET, SET IN THE TOP AND 6.5 FEET SOUTH OF THE
 AW0993'NORTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 37 FEET
 AW0993'NORTHEAST OF THE NORTHEAST CORNER OF A QUONSET TYPE BUILDING WITH
 AW0993'MASONRY FRONT, 15.5 FEET SOUTH OF A POWER POLE, AND ABOUT 0.5 FOOT
 AW0993'BELOW THE LEVEL OF THE HIGHWAY.
 AW0993
 AW0993                          STATION RECOVERY (1978)
 AW0993
 AW0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0993'RECOVERED IN GOOD CONDITION.
 AW0993
 AW0993                          STATION RECOVERY (1987)
 AW0993
 AW0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0993'RECOVERED IN GOOD CONDITION.
 AW0993
 AW0993                          STATION RECOVERY (1997)
 AW0993
 AW0993'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0993'MARK NOT FOUND.
 AW0993
 AW0993                          STATION RECOVERY (2002)
 AW0993
 AW0993'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0993'MARK NOT FOUND.
 AW0993
 AW0993                          STATION RECOVERY (2004)
 AW0993
 AW0993'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0896 ***********************************************************************
 AW0896  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0896  DESIGNATION -  R 1185
 AW0896  PID         -  AW0896
 AW0896  STATE/COUNTY-  TX/HARRIS
 AW0896  USGS QUAD   -  PASADENA (1995)
 AW0896
 AW0896                         *CURRENT SURVEY CONTROL
 AW0896  ___________________________________________________________________
 AW0896* NAD 83(1993)-  29 43 35.36414(N)    095 13 44.50837(W)     ADJUSTED  
 AW0896* NAVD 88     -         1.61   (meters)       5.3    (feet)  GPS OBS   
 AW0896  ___________________________________________________________________
 AW0896  X           -    -505,203.411 (meters)                     COMP
 AW0896  Y           -  -5,520,261.586 (meters)                     COMP
 AW0896  Z           -   3,144,068.265 (meters)                     COMP
 AW0896  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW0896  ELLIP HEIGHT-         -25.60  (meters)          (12/03/01) GPS OBS
 AW0896  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW0896  DYNAMIC HT  -           1.61  (meters)       5.3   (feet)  COMP
 AW0896  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 AW0896
 AW0896  HORZ ORDER  -  FIRST
 AW0896  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0896  ELLP ORDER  -  FOURTH    CLASS II
 AW0896
 AW0896.The horizontal coordinates were established by GPS observations
 AW0896.and adjusted by the National Geodetic Survey in December 2001..
 AW0896
 AW0896.The orthometric height was determined by GPS observations and a
 AW0896.high-resolution geoid model using precise GPS observation and
 AW0896.processing techniques. It supersedes the leveled height previously
 AW0896.determined for this station.
 AW0896.The vertical order pertains to the first NAVD 88 superseded value.
 AW0896
 AW0896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0896
 AW0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0896
 AW0896.The ellipsoidal height was determined by GPS observations
 AW0896.and is referenced to NAD 83.
 AW0896
 AW0896.The geoid height was determined by GEOID03.
 AW0896
 AW0896.The dynamic height is computed by dividing the NAVD 88
 AW0896.geopotential number by the normal gravity value computed on the
 AW0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0896.degrees latitude (g = 980.6199 gals.).
 AW0896
 AW0896.The modeled gravity was interpolated from observed gravity values.
 AW0896
 AW0896;                    North         East     Units Scale Factor Converg.
 AW0896;SPC TXSC     - 4,215,694.022   964,735.840   MT  0.99988652   +1 50 50.8
 AW0896;SPC TXSC     -13,830,989.47  3,165,137.50   sFT  0.99988652   +1 50 50.8
 AW0896;UTM  15      - 3,290,559.084   284,400.280   MT  1.00017356   -1 06 20.6
 AW0896
 AW0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0896!SPC TXSC     -   1.00000402  x   0.99988652  =   0.99989054
 AW0896!UTM  15      -   1.00000402  x   1.00017356  =   1.00017758
 AW0896
 AW0896                          SUPERSEDED SURVEY CONTROL
 AW0896
 AW0896  ELLIP H (10/25/00)  -25.66   (m)                       GP(       ) 4 1
 AW0896  NAD 83(1993)-  29 43 35.36448(N)    095 13 44.50748(W) AD(       ) 1
 AW0896  ELLIP H (10/17/96)  -25.53   (m)                       GP(       ) 3 1
 AW0896  NAVD 88 (06/15/91)    1.513  (m)            4.96   (f) ADJUSTED    1 2
 AW0896  NGVD 29 (12/23/87)    1.510  (m)            4.95   (f) ADJUSTED    1 2
 AW0896
 AW0896.Superseded values are not recommended for survey control.
 AW0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0896.See file dsdata.txt to determine how the superseded data were derived.
 AW0896
 AW0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8440090559(NAD 83)
 AW0896_MARKER: DB = BENCH MARK DISK
 AW0896_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0896_SP_SET: SHALLOW-SET PIPE
 AW0896_STAMPING: R 1185 1964
 AW0896_MARK LOGO: CGS   
 AW0896_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0896+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AW0896
 AW0896  HISTORY     - Date     Condition        Report By
 AW0896  HISTORY     - 1964     MONUMENTED       CGS
 AW0896  HISTORY     - 1973     GOOD             NGS
 AW0896  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW0896  HISTORY     - 1978     GOOD             NGS
 AW0896  HISTORY     - 1986     GOOD             NGS
 AW0896  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0896  HISTORY     - 1988     GOOD             USPSQD
 AW0896  HISTORY     - 1989     GOOD             USPSQD
 AW0896  HISTORY     - 19940712 GOOD             USPSQD
 AW0896  HISTORY     - 19950327 GOOD             HGCSD
 AW0896  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 AW0896
 AW0896                          STATION DESCRIPTION
 AW0896
 AW0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0896'1.1 MI SE FROM GALENA PARK.
 AW0896'ABOUT 0.7 MILE EAST ALONG CLINTON DR. FROM THE CITY HALL AT GALENA
 AW0896'PARK TO A CONCRETE BRIDGE, THENCE 0.4 MILE SOUTH ALONG A PRIVATE DRIVE
 AW0896'LEADING SOUTH ON THE PROPERTY OF SINCLAIR GAS CO, ABOUT 173 FEET NORTH
 AW0896'OF THE CENTER LINE OF THE NORTH EDGE OF THE SHIP CHANNEL, 56 FEET EAST
 AW0896'OF THE CENTER LINE OF A NARROW ASPHALT ROAD, 1 1/2 FEET SOUTHWEST OF
 AW0896'THE NORTHWEST PIPE CORNER POST IN A CHAIN LINK FENCE AROUND A
 AW0896'TRAP-VALVE FOR A 20-INCH GAS LINE PASSING UNDER THE CHANNEL, AND IS A
 AW0896'DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD 2 INCHES ABOVE
 AW0896'THE LEVEL OF THE ROAD, AND PROTECTED BY A 6-INCH CONCRETE PIPE WHICH
 AW0896'PROJECTS 5 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 AW0896
 AW0896                          STATION RECOVERY (1976)
 AW0896
 AW0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW0896'MARK NOT FOUND.
 AW0896
 AW0896                          STATION RECOVERY (1978)
 AW0896
 AW0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0896'RECOVERED IN GOOD CONDITION.
 AW0896
 AW0896                          STATION RECOVERY (1986)
 AW0896
 AW0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0896'RECOVERED IN GOOD CONDITION.
 AW0896
 AW0896                          STATION RECOVERY (1987)
 AW0896
 AW0896'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0896'MARK NOT FOUND.
 AW0896
 AW0896                          STATION RECOVERY (1988)
 AW0896
 AW0896'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0896'RECOVERED IN GOOD CONDITION.
 AW0896
 AW0896                          STATION RECOVERY (1989)
 AW0896
 AW0896'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0896'RECOVERED IN GOOD CONDITION.
 AW0896
 AW0896                          STATION RECOVERY (1994)
 AW0896
 AW0896'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0896'RECOVERED IN GOOD CONDITION.
 AW0896
 AW0896                          STATION RECOVERY (1995)
 AW0896
 AW0896'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0896'RECOVERED AS DESCRIBED.
 AW0896
 AW0896                          STATION RECOVERY (2003)
 AW0896
 AW0896'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0640 ***********************************************************************
 AW0640  DESIGNATION -  R 1186
 AW0640  PID         -  AW0640
 AW0640  STATE/COUNTY-  TX/GALVESTON
 AW0640  USGS QUAD   -  SEA ISLE (1974)
 AW0640
 AW0640                         *CURRENT SURVEY CONTROL
 AW0640  ___________________________________________________________________
 AW0640* NAD 83(1986)-  29 07 31.     (N)    095 03 52.     (W)     SCALED    
 AW0640* NAVD 88     -         2.16   (+/-2cm)       7.1    (feet)  VERTCON   
 AW0640  ___________________________________________________________________
 AW0640  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW0640
 AW0640  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0640
 AW0640.The horizontal coordinates were scaled from a topographic map and have
 AW0640.an estimated accuracy of +/- 6 seconds.
 AW0640
 AW0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0640.The vertical order pertains to the NGVD 29 superseded value.
 AW0640
 AW0640.The geoid height was determined by GEOID03.
 AW0640
 AW0640;                    North         East    Units  Estimated Accuracy
 AW0640;SPC TXSC     - 4,149,630.      982,890.      MT  (+/- 180 meters Scaled)
 AW0640
 AW0640                          SUPERSEDED SURVEY CONTROL
 AW0640
 AW0640  NGVD 29 (??/??/92)    2.153  (m)            7.06   (f) ADJ UNCH    1 1
 AW0640
 AW0640.Superseded values are not recommended for survey control.
 AW0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0640.See file dsdata.txt to determine how the superseded data were derived.
 AW0640
 AW0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN991236(NAD 83)
 AW0640_MARKER: DB = BENCH MARK DISK
 AW0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0640_STAMPING: R 1186 1964
 AW0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0640+STABILITY: SURFACE MOTION
 AW0640
 AW0640  HISTORY     - Date     Condition        Report By
 AW0640  HISTORY     - 1964     MONUMENTED       CGS
 AW0640  HISTORY     - 1971     GOOD             NGS
 AW0640  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0640  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0640  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 AW0640
 AW0640                          STATION DESCRIPTION
 AW0640
 AW0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0640'22.35 MI SW FROM GALVESTON.
 AW0640'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0640'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0640'NORTHWEST ALONG A PAVED ROAD, THENCE 15.6 MILES SOUTHWEST ALONG
 AW0640'STEWART ROAD, AT A DOUBLE ENTRANCE TO A GROUP OF BEACH HOUSES, 57 FEET
 AW0640'NORTHWEST OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTHWEST OF THE
 AW0640'CENTER LINE OF THE MORE SOUTHWESTERLY OF TWO PRIVATE ROADS, 1 1/2 FEET
 AW0640'SOUTHEAST OF A FENCE, 2.5 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT
 AW0640'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW0640'4 INCHES.
 AW0640
 AW0640                          STATION RECOVERY (1971)
 AW0640
 AW0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0640'RECOVERED IN GOOD CONDITION.
 AW0640
 AW0640                          STATION RECOVERY (1978)
 AW0640
 AW0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0640'SEARCHED FOR NOT RECOVERED.
 AW0640
 AW0640                          STATION RECOVERY (1987)
 AW0640
 AW0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0640'MARK NOT FOUND.
 AW0640
 AW0640                          STATION RECOVERY (1994)
 AW0640
 AW0640'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0661 ***********************************************************************
 AW0661  DESIGNATION -  R 1187
 AW0661  PID         -  AW0661
 AW0661  STATE/COUNTY-  TX/GALVESTON
 AW0661  USGS QUAD   -  GALVESTON (1994)
 AW0661
 AW0661                         *CURRENT SURVEY CONTROL
 AW0661  ___________________________________________________________________
 AW0661* NAD 83(1986)-  29 18 56.     (N)    094 46 13.     (W)     SCALED    
 AW0661* NAVD 88     -         3.35   (+/-2cm)      11.0    (feet)  VERTCON   
 AW0661  ___________________________________________________________________
 AW0661  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW0661
 AW0661  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0661
 AW0661.The horizontal coordinates were scaled from a topographic map and have
 AW0661.an estimated accuracy of +/- 6 seconds.
 AW0661
 AW0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0661.The vertical order pertains to the NGVD 29 superseded value.
 AW0661
 AW0661.The geoid height was determined by GEOID03.
 AW0661
 AW0661;                    North         East    Units  Estimated Accuracy
 AW0661;SPC TXSC     - 4,171,700.    1,010,740.      MT  (+/- 180 meters Scaled)
 AW0661
 AW0661                          SUPERSEDED SURVEY CONTROL
 AW0661
 AW0661  NGVD 29 (??/??/92)    3.349  (m)           10.99   (f) ADJ UNCH    1 2
 AW0661
 AW0661.Superseded values are not recommended for survey control.
 AW0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0661.See file dsdata.txt to determine how the superseded data were derived.
 AW0661
 AW0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN280442(NAD 83)
 AW0661_MARKER: DB = BENCH MARK DISK
 AW0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0661_SP_SET: CONCRETE BASE
 AW0661_STAMPING: R 1187 1964
 AW0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0661
 AW0661  HISTORY     - Date     Condition        Report By
 AW0661  HISTORY     - 1964     MONUMENTED       CGS
 AW0661  HISTORY     - 1973     GOOD             NGS
 AW0661  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0661  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW0661  HISTORY     - 19950722 GOOD             USPSQD
 AW0661  HISTORY     - 20031210 MARK NOT FOUND   USPSQD
 AW0661  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW0661
 AW0661                          STATION DESCRIPTION
 AW0661
 AW0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0661'2.2 MI NE FROM GALVESTON.
 AW0661'ABOUT 1.1 MILES NORTHEAST ALONG STRAND STREET FROM THE UNION STATION
 AW0661'AT GALVESTON, THENCE 0.15 MILE SOUTH ALONG 9TH STREET, THENCE 0.75
 AW0661'MILE NORTHEAST ALONG MARKET STREET, THENCE 0.2 MILE NORTH ALONG STATE
 AW0661'HIGHWAY 87, ABOUT 1.0 MILE SOUTH OF THE GALVESTON-PORT BOLIVAR FERRY
 AW0661'LANDING, SET IN THE TOP OF THE CONCRETE BASE OF THE NORTHEAST CORNER
 AW0661'FENCE POST OF A WIRE MESH FENCE AROUND A SMALL SEWER LIFT PLANT
 AW0661'BUILDING, 68 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET
 AW0661'SOUTH OF THE CENTER LINE OF MACKEREL AVENUE, 6 FEET WEST OF A POWER
 AW0661'POLE, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ABOUT FLUSH
 AW0661'WITH THE GROUND.
 AW0661
 AW0661                          STATION RECOVERY (1973)
 AW0661
 AW0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0661'RECOVERED IN GOOD CONDITION.
 AW0661
 AW0661                          STATION RECOVERY (1978)
 AW0661
 AW0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0661'SEARCHED FOR NOT RECOVERED, INADEQUATE DESCRIPTION.
 AW0661
 AW0661                          STATION RECOVERY (1994)
 AW0661
 AW0661'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0661'MARK NOT FOUND.
 AW0661
 AW0661                          STATION RECOVERY (1995)
 AW0661
 AW0661'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0661'RECOVERED IN GOOD CONDITION.
 AW0661
 AW0661                          STATION RECOVERY (2003)
 AW0661
 AW0661'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0661'MARK NOT FOUND.
 AW0661
 AW0661                          STATION RECOVERY (2004)
 AW0661
 AW0661'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3572 ***********************************************************************
 AW3572  DESIGNATION -  R 1188
 AW3572  PID         -  AW3572
 AW3572  STATE/COUNTY-  TX/HARRIS
 AW3572  USGS QUAD   -  LA PORTE (1982)
 AW3572
 AW3572                         *CURRENT SURVEY CONTROL
 AW3572  ___________________________________________________________________
 AW3572* NAD 83(1986)-  29 44 34.     (N)    095 06 46.     (W)     SCALED    
 AW3572* NAVD 88     -        10.26   (+/-2cm)      33.7    (feet)  VERTCON   
 AW3572  ___________________________________________________________________
 AW3572  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3572
 AW3572  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3572
 AW3572.The horizontal coordinates were scaled from a topographic map and have
 AW3572.an estimated accuracy of +/- 6 seconds.
 AW3572
 AW3572.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3572.The vertical order pertains to the NGVD 29 superseded value.
 AW3572
 AW3572.The geoid height was determined by GEOID03.
 AW3572
 AW3572;                    North         East    Units  Estimated Accuracy
 AW3572;SPC TXSC     - 4,217,870.      975,920.      MT  (+/- 180 meters Scaled)
 AW3572
 AW3572                          SUPERSEDED SURVEY CONTROL
 AW3572
 AW3572  NGVD 29 (??/??/92)   10.252  (m)           33.64   (f) ADJ UNCH    1 2
 AW3572
 AW3572.Superseded values are not recommended for survey control.
 AW3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3572.See file dsdata.txt to determine how the superseded data were derived.
 AW3572
 AW3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN956921(NAD 83)
 AW3572_MARKER: DB = BENCH MARK DISK
 AW3572_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3572_SP_SET: 40 FT.
 AW3572_STAMPING: R 1188 1964
 AW3572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3572
 AW3572  HISTORY     - Date     Condition        Report By
 AW3572  HISTORY     - 1964     MONUMENTED       CGS
 AW3572
 AW3572                          STATION DESCRIPTION
 AW3572
 AW3572'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3572'3.35 MI SW FROM LYNCHBURG.
 AW3572'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW3572'LANDING AT LYNCHBURG, THENCE 0.25 MILE WEST THROUGH THE SAN JACINTO
 AW3572'PARK, THENCE 0.35 MILE WEST ACROSS THE HOUSTON SHIP CHANNEL, THENCE
 AW3572'0.55 MILE SOUTHWEST ALONG THE BANK OF THE CHANNEL TO GATE NUMBER 5 IN
 AW3572'THE NORTHEAST BOUNDARY FENCE OF THE SAN JACINTO ORDNANCE DEPOT, THENCE
 AW3572'0.2 MILE NORTHWEST ALONG A SHELL ROAD, THENCE 0.3 MILE SOUTHWEST ALONG
 AW3572'A SHELL ROAD TO A CONCRETE DOCK, THENCE 0.3 MILE SOUTHWEST ACROSS THE
 AW3572'DOCK, THENCE 0.25 MILE SOUTHWEST ALONG A SHELL ROAD, THENCE 0.05 MILE
 AW3572'SOUTH ALONG A SHELL ROAD TO GATE NUMBER 6, THENCE 0.3 MILE SOUTHEAST
 AW3572'ALONG A DIM TRACK ROAD, ABOUT 0.15 MILE NORTHWEST OF THE SHORELINE OF
 AW3572'THE SHIP CHANNEL, ABOUT 0.15 MILE NORTHWEST OF 4 LARGE TREES, ABOUT
 AW3572'112 YARDS SOUTHEAST OF A CONCRETE INCINERATOR, 135 FEET SOUTHWEST OF
 AW3572'THE CENTER LINE OF THE TRACK ROAD, 2.0 FEET NORTHEAST OF A METAL
 AW3572'WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 AW3572'IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A CONCRETE TILE THAT
 AW3572'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3573 ***********************************************************************
 AW3573  DESIGNATION -  R 1188 RESET 1966
 AW3573  PID         -  AW3573
 AW3573  STATE/COUNTY-  TX/HARRIS
 AW3573  USGS QUAD   -  LA PORTE (1982)
 AW3573
 AW3573                         *CURRENT SURVEY CONTROL
 AW3573  ___________________________________________________________________
 AW3573* NAD 83(1986)-  29 44 34.     (N)    095 06 46.     (W)     SCALED    
 AW3573* NAVD 88     -         8.13   (+/-2cm)      26.7    (feet)  VERTCON   
 AW3573  ___________________________________________________________________
 AW3573  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3573
 AW3573  VERT ORDER  -  THIRD (See Below)
 AW3573
 AW3573.The horizontal coordinates were scaled from a topographic map and have
 AW3573.an estimated accuracy of +/- 6 seconds.
 AW3573
 AW3573.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3573.The vertical order pertains to the NGVD 29 superseded value.
 AW3573
 AW3573.The geoid height was determined by GEOID03.
 AW3573
 AW3573;                    North         East    Units  Estimated Accuracy
 AW3573;SPC TXSC     - 4,217,870.      975,920.      MT  (+/- 180 meters Scaled)
 AW3573
 AW3573                          SUPERSEDED SURVEY CONTROL
 AW3573
 AW3573  NGVD 29 (01/29/03)    8.13   (m)           26.7    (f) RESET       3  
 AW3573
 AW3573.Superseded values are not recommended for survey control.
 AW3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3573.See file dsdata.txt to determine how the superseded data were derived.
 AW3573
 AW3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN956921(NAD 83)
 AW3573_MARKER: DB = BENCH MARK DISK
 AW3573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3573_SP_SET: CONCRETE BASE
 AW3573_STAMPING: R 1188 RESET 1966
 AW3573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3573
 AW3573  HISTORY     - Date     Condition        Report By
 AW3573  HISTORY     - 1966     MONUMENTED       CGS
 AW3573
 AW3573                          STATION DESCRIPTION
 AW3573
 AW3573'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AW3573'3.35 MI SW FROM LYNCHBURG.
 AW3573'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW3573'LANDING AT LYNCHBURG, THENCE 0.25 MILE WEST THROUGH THE SAN JACINTO
 AW3573'PARK, THENCE 0.35 MILE WEST ACROSS THE HOUSTON SHIP CHANNEL, THENCE
 AW3573'0.55 MILE SOUTHWEST ALONG THE BANK OF THE CHANNEL TO GATE NUMBER 5 IN
 AW3573'THE NORTHEAST BOUNDARY FENCE OF THE SAN JACINTO ORDNANCE DEPOT, THENCE
 AW3573'0.20 MILE NORTHWEST ALONG A SHELL ROAD, THENCE 0.30 MILE SOUTHWEST
 AW3573'ALONG A SHELL ROAD TO A CONCRETE DOCK, THENCE 0.30 MILE SOUTHWEST
 AW3573'ACROSS THE DOCK, THENCE 0.25 MILE SOUTH ALONG A SHELL ROAD, THENCE
 AW3573'0.05 MILE SOUTH ALONG A SHELL ROAD TO GATE NUMBER 6, THENCE 0.30 MILE
 AW3573'SOUTHEAST ALONG A DIM TRACK ROAD, ABOUT 0.15 MILE NORTHWEST OF THE
 AW3573'SHORELINE OF THE SHIP CHANNEL, ABOUT 0.15 MILE NORTHWEST OF 4 LARGE
 AW3573'TREES, ABOUT 112 YARDS SOUTHWEST OF A CONCRETE INCINERATOR. NOTE-- IS
 AW3573'LOCATED 390 FEET SOUTH AND 27 DEGREES EAST OF THE ABOVE DESCRIBED
 AW3573'LOCATION, ON TOP OF CONCRETE BASE, 12 INCHES ABOVE THE GROUND SURFACE
 AW3573'IN THE CENTER LINE OF BENT NUMBER 2 FOR OVERHEAD CONVEYOR, 169 FEET
 AW3573'SOUTHERLY FROM HEAD HOUSE AT CARGILL, INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0107 ***********************************************************************
 CC0107  DESIGNATION -  R 1189
 CC0107  PID         -  CC0107
 CC0107  STATE/COUNTY-  TX/MIDLAND
 CC0107  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0107
 CC0107                         *CURRENT SURVEY CONTROL
 CC0107  ___________________________________________________________________
 CC0107* NAD 83(1986)-  31 55 06.     (N)    102 03 24.     (W)     SCALED    
 CC0107* NAVD 88     -       840.853  (meters)    2758.70   (feet)  ADJUSTED  
 CC0107  ___________________________________________________________________
 CC0107  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CC0107  DYNAMIC HT  -         839.671 (meters)    2754.82  (feet)  COMP
 CC0107  MODELED GRAV-     979,205.7   (mgal)                       NAVD 88
 CC0107
 CC0107  VERT ORDER  -  SECOND    CLASS 0
 CC0107
 CC0107.The horizontal coordinates were scaled from a topographic map and have
 CC0107.an estimated accuracy of +/- 6 seconds.
 CC0107
 CC0107.The orthometric height was determined by differential leveling
 CC0107.and adjusted by the National Geodetic Survey in June 1991..
 CC0107
 CC0107.The geoid height was determined by GEOID03.
 CC0107
 CC0107.The dynamic height is computed by dividing the NAVD 88
 CC0107.geopotential number by the normal gravity value computed on the
 CC0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0107.degrees latitude (g = 980.6199 gals.).
 CC0107
 CC0107.The modeled gravity was interpolated from observed gravity values.
 CC0107
 CC0107;                    North         East    Units  Estimated Accuracy
 CC0107;SPC TX C     - 3,250,880.      537,020.      MT  (+/- 180 meters Scaled)
 CC0107
 CC0107                          SUPERSEDED SURVEY CONTROL
 CC0107
 CC0107  NGVD 29 (??/??/92)  840.492  (m)         2757.51   (f) ADJ UNCH    2 0
 CC0107
 CC0107.Superseded values are not recommended for survey control.
 CC0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0107.See file dsdata.txt to determine how the superseded data were derived.
 CC0107
 CC0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR783351(NAD 83)
 CC0107_MARKER: DB = BENCH MARK DISK
 CC0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0107_SP_SET: CONCRETE POST
 CC0107_STAMPING: R 1189 1967
 CC0107_MARK LOGO: CGS   
 CC0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0107+STABILITY: SURFACE MOTION
 CC0107
 CC0107  HISTORY     - Date     Condition        Report By
 CC0107  HISTORY     - 1967     MONUMENTED       CGS
 CC0107  HISTORY     - 19931201 MARK NOT FOUND   LOCENG
 CC0107
 CC0107                          STATION DESCRIPTION
 CC0107
 CC0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0107'5.55 MI S FROM MIDLAND.
 CC0107'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0107'THE STATION AT MIDLAND, THENCE 5.4 MILES SOUTH ALONG STATE HIGHWAY
 CC0107'349, 0.25 MILE NORTH OF THE COTTON FLAT BAPTIST CHURCH, 61 FEET WEST
 CC0107'OF THE CENTER LINE OF THE HIGHWAY, 162 FEET NORTH OF A POWER POLE, 119
 CC0107'FEET SOUTH OF A FENCE CORNER POST, 2 FEET EAST OF A FENCE, 1.8 FEET
 CC0107'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CC0107'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 CC0107'INCHES.
 CC0107
 CC0107                          STATION RECOVERY (1993)
 CC0107
 CC0107'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 CC0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0188 ***********************************************************************
 BN0188  DESIGNATION -  R 119 RESET 1956
 BN0188  PID         -  BN0188
 BN0188  STATE/COUNTY-  TX/LLANO
 BN0188  USGS QUAD   -  CAP MOUNTAIN (1967)
 BN0188
 BN0188                         *CURRENT SURVEY CONTROL
 BN0188  ___________________________________________________________________
 BN0188* NAD 83(1986)-  30 43 31.     (N)    098 30 22.     (W)     SCALED    
 BN0188* NAVD 88     -       282.19   (meters)     925.8    (feet)  RESET     
 BN0188  ___________________________________________________________________
 BN0188  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 BN0188
 BN0188  VERT ORDER  -  THIRD
 BN0188
 BN0188.The horizontal coordinates were scaled from a topographic map and have
 BN0188.an estimated accuracy of +/- 6 seconds.
 BN0188
 BN0188.The orthometric height was computed from unverified reset data.
 BN0188
 BN0188.The geoid height was determined by GEOID03.
 BN0188
 BN0188;                    North         East    Units  Estimated Accuracy
 BN0188;SPC TX C     - 3,118,790.      874,980.      MT  (+/- 180 meters Scaled)
 BN0188
 BN0188                          SUPERSEDED SURVEY CONTROL
 BN0188
 BN0188.No superseded survey control is available for this station.
 BN0188
 BN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU472992(NAD 83)
 BN0188_MARKER: DB = BENCH MARK DISK
 BN0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0188_SP_SET: ABUTMENT
 BN0188_STAMPING: R 119 RESET 1956
 BN0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0188
 BN0188  HISTORY     - Date     Condition        Report By
 BN0188  HISTORY     - 1956     MONUMENTED       TXHD
 BN0188
 BN0188                          STATION DESCRIPTION
 BN0188
 BN0188'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1956
 BN0188'6.6 MI NW FROM KINGSLAND.
 BN0188'6.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BN0188'KINGSLAND, LLANO COUNTY, 15 POLES NORTHWEST OF MILEPOST 86, AT BRIDGE
 BN0188'85.74 OVER PENNINGTON CREEK, AND IN THE TOP OF THE SOUTHEAST CORNER OF
 BN0188'THE NORTHWEST GRANITE-BLOCK ABUTMENT.  A STANDARD DISK, STAMPED R 119
 BN0188'RESET 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0407 ***********************************************************************
 CB0407  DESIGNATION -  R 1190
 CB0407  PID         -  CB0407
 CB0407  STATE/COUNTY-  TX/UPTON
 CB0407  USGS QUAD   -  LINDSEY RANCH (1970)
 CB0407
 CB0407                         *CURRENT SURVEY CONTROL
 CB0407  ___________________________________________________________________
 CB0407* NAD 83(1986)-  31 25 31.     (N)    101 56 17.     (W)     SCALED    
 CB0407* NAVD 88     -       835.796  (meters)    2742.11   (feet)  ADJUSTED  
 CB0407  ___________________________________________________________________
 CB0407  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CB0407  DYNAMIC HT  -         834.588 (meters)    2738.14  (feet)  COMP
 CB0407  MODELED GRAV-     979,167.6   (mgal)                       NAVD 88
 CB0407
 CB0407  VERT ORDER  -  SECOND    CLASS 0
 CB0407
 CB0407.The horizontal coordinates were scaled from a topographic map and have
 CB0407.an estimated accuracy of +/- 6 seconds.
 CB0407
 CB0407.The orthometric height was determined by differential leveling
 CB0407.and adjusted by the National Geodetic Survey in June 1991..
 CB0407
 CB0407.The geoid height was determined by GEOID03.
 CB0407
 CB0407.The dynamic height is computed by dividing the NAVD 88
 CB0407.geopotential number by the normal gravity value computed on the
 CB0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0407.degrees latitude (g = 980.6199 gals.).
 CB0407
 CB0407.The modeled gravity was interpolated from observed gravity values.
 CB0407
 CB0407;                    North         East    Units  Estimated Accuracy
 CB0407;SPC TX C     - 3,196,050.      547,450.      MT  (+/- 180 meters Scaled)
 CB0407
 CB0407                          SUPERSEDED SURVEY CONTROL
 CB0407
 CB0407  NGVD 29 (??/??/92)  835.463  (m)         2741.01   (f) ADJ UNCH    2 0
 CB0407
 CB0407.Superseded values are not recommended for survey control.
 CB0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0407.See file dsdata.txt to determine how the superseded data were derived.
 CB0407
 CB0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV207804(NAD 83)
 CB0407_MARKER: DB = BENCH MARK DISK
 CB0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0407_STAMPING: R 1190 1967
 CB0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0407+STABILITY: SURFACE MOTION
 CB0407
 CB0407  HISTORY     - Date     Condition        Report By
 CB0407  HISTORY     - 1967     MONUMENTED       CGS
 CB0407
 CB0407                          STATION DESCRIPTION
 CB0407
 CB0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0407'14.0 MI N FROM RANKIN.
 CB0407'ABOUT 14.0 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0407'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.4 MILES NORTH
 CB0407'OF THE JUNCTION OF THE HIGHWAY AND A PAVED ROAD WHICH LEADS WEST, 59
 CB0407'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 243 FEET NORTH OF A POWER
 CB0407'POLE, 1 1/2 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS
 CB0407'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CB0407'OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0906 ***********************************************************************
 AX0906  DESIGNATION -  R 1193
 AX0906  PID         -  AX0906
 AX0906  STATE/COUNTY-  TX/JACKSON
 AX0906  USGS QUAD   -  CORDELE (1981)
 AX0906
 AX0906                         *CURRENT SURVEY CONTROL
 AX0906  ___________________________________________________________________
 AX0906* NAD 83(1986)-  29 08 29.     (N)    096 43 23.     (W)     SCALED    
 AX0906* NAVD 88     -        32.78   (+/-2cm)     107.5    (feet)  VERTCON   
 AX0906  ___________________________________________________________________
 AX0906  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0906
 AX0906  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0906
 AX0906.The horizontal coordinates were scaled from a topographic map and have
 AX0906.an estimated accuracy of +/- 6 seconds.
 AX0906
 AX0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0906.The vertical order pertains to the NGVD 29 superseded value.
 AX0906
 AX0906.The geoid height was determined by GEOID03.
 AX0906
 AX0906;                    North         East    Units  Estimated Accuracy
 AX0906;SPC TXSC     - 4,147,120.      821,520.      MT  (+/- 180 meters Scaled)
 AX0906
 AX0906                          SUPERSEDED SURVEY CONTROL
 AX0906
 AX0906  NGVD 29 (??/??/92)   32.800  (m)          107.61   (f) ADJ UNCH    2 0
 AX0906
 AX0906.Superseded values are not recommended for survey control.
 AX0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0906.See file dsdata.txt to determine how the superseded data were derived.
 AX0906
 AX0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT215257(NAD 83)
 AX0906_MARKER: DB = BENCH MARK DISK
 AX0906_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0906+WITH SETTING: INTO GROUND
 AX0906_STAMPING: R 1193 1972
 AX0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0906+STABILITY: SURFACE MOTION
 AX0906
 AX0906  HISTORY     - Date     Condition        Report By
 AX0906  HISTORY     - 1972     MONUMENTED       NGS
 AX0906
 AX0906                          STATION DESCRIPTION
 AX0906
 AX0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0906'2.9 MI NE FROM MORALES.
 AX0906'ABOUT 0.25 MILE EAST ALONG OLD MORALES ROAD FROM THE MORALES BAPTIST
 AX0906'CHURCH AT MORALES, THENCE 0.5 MILE NORTH ALONG A BLACK TOP ROAD,
 AX0906'THENCE 2.15 MILES EASTERLY ALONG UPPER CORDELE ROAD, 0.5 MILE
 AX0906'NORTHEAST OF THE JUNCTION OF SPEAKS ROAD LEADING NORTH, 0.3 MILE
 AX0906'SOUTHWEST OF A PIPE LINE CROSSING, 139 FEET WEST OF THE CENTER OF A
 AX0906'WOODEN BRIDGE OVER STEM BRANCH, 28 FEET NORTHWEST OF THE CENTER LINE
 AX0906'OF THE ROAD, 1 FOOT SOUTHEAST OF A FENCE LINE, 1.3 FEET NORTHEAST OF A
 AX0906'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK ON THE
 AX0906'TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 AX0906'BASE PLATE.  THE DISK PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND
 AX0906'AND ENCASED IN A 6-INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE
 AX0906'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0671 ***********************************************************************
 AX0671  DESIGNATION -  R 1194
 AX0671  PID         -  AX0671
 AX0671  STATE/COUNTY-  TX/JACKSON
 AX0671  USGS QUAD   -  GANADO (1981)
 AX0671
 AX0671                         *CURRENT SURVEY CONTROL
 AX0671  ___________________________________________________________________
 AX0671* NAD 83(1986)-  29 00 26.     (N)    096 35 20.     (W)     SCALED    
 AX0671* NAVD 88     -        18.637  (meters)      61.14   (feet)  ADJUSTED  
 AX0671  ___________________________________________________________________
 AX0671  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0671  DYNAMIC HT  -          18.611 (meters)      61.06  (feet)  COMP
 AX0671  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 AX0671
 AX0671  VERT ORDER  -  FIRST     CLASS I
 AX0671
 AX0671.The horizontal coordinates were scaled from a topographic map and have
 AX0671.an estimated accuracy of +/- 6 seconds.
 AX0671
 AX0671.The orthometric height was determined by differential leveling
 AX0671.and adjusted by the National Geodetic Survey in June 1991..
 AX0671
 AX0671.The geoid height was determined by GEOID03.
 AX0671
 AX0671.The dynamic height is computed by dividing the NAVD 88
 AX0671.geopotential number by the normal gravity value computed on the
 AX0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0671.degrees latitude (g = 980.6199 gals.).
 AX0671
 AX0671.The modeled gravity was interpolated from observed gravity values.
 AX0671
 AX0671;                    North         East    Units  Estimated Accuracy
 AX0671;SPC TXSC     - 4,132,520.      834,880.      MT  (+/- 180 meters Scaled)
 AX0671
 AX0671                          SUPERSEDED SURVEY CONTROL
 AX0671
 AX0671  NGVD 29 (12/23/87)   18.647  (m)           61.18   (f) ADJUSTED    1 1
 AX0671
 AX0671.Superseded values are not recommended for survey control.
 AX0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0671.See file dsdata.txt to determine how the superseded data were derived.
 AX0671
 AX0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT348111(NAD 83)
 AX0671_MARKER: DD = SURVEY DISK
 AX0671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0671_SP_SET: CULVERT HEADWALL
 AX0671_STAMPING: R 1194 1972
 AX0671_MARK LOGO: TXHD  
 AX0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0671+STABILITY: SURFACE MOTION
 AX0671
 AX0671  HISTORY     - Date     Condition        Report By
 AX0671  HISTORY     - 1972     MONUMENTED       TXHD
 AX0671  HISTORY     - 1972     GOOD             NGS
 AX0671  HISTORY     - 1987     GOOD             NGS
 AX0671  HISTORY     - 19980725 GOOD             USPSQD
 AX0671
 AX0671                          STATION DESCRIPTION
 AX0671
 AX0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0671'4.05 MI NE FROM EDNA.
 AX0671'ABOUT 4.05 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD AND US
 AX0671'HIGHWAY 59 FROM THE COURTHOUSE AT EDNA, 330 FEET SOUTHWEST OF THE
 AX0671'EXTENDED CENTER LINE OF A PAVED ROAD CROSSING, 46 1/2 FEET NORTHWEST
 AX0671'OF THE CENTER LINE OF THE HIGHWAY, 50 FEET SOUTHEAST OF THE CENTER
 AX0671'LINE OF THE NEW LANE OF THE HIGHWAY (UNDER CONSTRUCTION), SET IN THE
 AX0671'TOP OF THE CENTER OF THE SOUTHEAST CONCRETE HEADWALL FOR A DOUBLE 4-BY
 AX0671'10-FOOT BOX CULVERT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AX0671
 AX0671                          STATION RECOVERY (1987)
 AX0671
 AX0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0671'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.65 KM (1.64
 AX0671'MI) NORTHEAST ALONG HIGHWAY LOOP 521 FROM THE JUNCTION OF STATE
 AX0671'HIGHWAY 111 IN EDNA, THENCE 3.79 KM (2.37 MI) NORTHEAST ALONG US
 AX0671'HIGHWAY 59, 13.1 METERS (43.0 FT) SOUTHEAST OF THE CENTERLINE OF
 AX0671'HIGHWAY 59 NORTHBOUND, 100.6 METERS (330 FT) SOUTHWEST OF THE
 AX0671'CENTERLINE OF AIRPORT ROAD, IN TOP AND CENTER OF THE SOUTHEAST
 AX0671'HEADWALL OF A DOUBLE BOX CULVERT UNDER THE HIGHWAY.
 AX0671'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AX0671
 AX0671                          STATION RECOVERY (1998)
 AX0671
 AX0671'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0646 ***********************************************************************
 AN0646  DESIGNATION -  R 1195
 AN0646  PID         -  AN0646
 AN0646  STATE/COUNTY-  TX/JACKSON
 AN0646  USGS QUAD   -  LA SALLE (1995)
 AN0646
 AN0646                         *CURRENT SURVEY CONTROL
 AN0646  ___________________________________________________________________
 AN0646* NAD 83(1986)-  28 51 43.     (N)    096 38 43.     (W)     SCALED    
 AN0646* NAVD 88     -        13.40   (+/-2cm)      44.0    (feet)  VERTCON   
 AN0646  ___________________________________________________________________
 AN0646  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0646
 AN0646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0646
 AN0646.The horizontal coordinates were scaled from a topographic map and have
 AN0646.an estimated accuracy of +/- 6 seconds.
 AN0646
 AN0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0646.The vertical order pertains to the NGVD 29 superseded value.
 AN0646
 AN0646.The geoid height was determined by GEOID03.
 AN0646
 AN0646;                    North         East    Units  Estimated Accuracy
 AN0646;SPC TXSC     - 4,116,310.      829,710.      MT  (+/- 180 meters Scaled)
 AN0646
 AN0646                          SUPERSEDED SURVEY CONTROL
 AN0646
 AN0646  NGVD 29 (??/??/92)   13.494  (m)           44.27   (f) ADJ UNCH    2 0
 AN0646
 AN0646.Superseded values are not recommended for survey control.
 AN0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0646.See file dsdata.txt to determine how the superseded data were derived.
 AN0646
 AN0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS296949(NAD 83)
 AN0646_MARKER: DB = BENCH MARK DISK
 AN0646_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0646+WITH SETTING: INTO GROUND
 AN0646_STAMPING: R 1195 1972
 AN0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0646+STABILITY: SURFACE MOTION
 AN0646
 AN0646  HISTORY     - Date     Condition        Report By
 AN0646  HISTORY     - 1972     MONUMENTED       NGS
 AN0646
 AN0646                          STATION DESCRIPTION
 AN0646
 AN0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0646'3.1 MI NW FROM VANDERBILT.
 AN0646'ABOUT 3.1 MILES NORTHWEST ALONG FARM TO MARKET ROAD NO. 234 FROM THE
 AN0646'MISSOURI PACIFIC RAILROAD STATION AT VANDERBILT, 237 FEET SOUTHEAST OF
 AN0646'THE CENTER LINE OF A PRIVATE DRIVEWAY, 96 FEET NORTHWEST OF THE CENTER
 AN0646'LINE OF ANOTHER PRIVATE DRIVEWAY, 58 FEET NORTHEAST OF THE CENTER LINE
 AN0646'OF FARM ROAD 234, 7 1/2 FEET NORTHWEST OF A POWER LINE POLE IN
 AN0646'NORTHWEST-SOUTHEAST ROW OF POLES, 18 1/2 FEET WEST OF A POWER POLE
 AN0646'WITH LINE LEADING NORTHEAST TO THE MIDDLE ONE OF THREE HOUSES, 1.5
 AN0646'FEET SOUTHWEST OF A FENCE LINE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 AN0646'POST, 3 FEET BELOW THE LEVEL OF THE FARM ROAD, A DISK ON THE TOP OF A
 AN0646'4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AN0646'THE DISK IS LEVEL WITH THE GROUND AND ENCASED IN A 6 INCH IRON PIPE
 AN0646'THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0484 ***********************************************************************
 AN0484  DESIGNATION -  R 1196
 AN0484  PID         -  AN0484
 AN0484  STATE/COUNTY-  TX/VICTORIA
 AN0484  USGS QUAD   -  PLACEDO (1995)
 AN0484
 AN0484                         *CURRENT SURVEY CONTROL
 AN0484  ___________________________________________________________________
 AN0484* NAD 83(1986)-  28 41 38.     (N)    096 49 22.     (W)     SCALED    
 AN0484* NAVD 88     -        15.662  (meters)      51.38   (feet)  ADJUSTED  
 AN0484  ___________________________________________________________________
 AN0484  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0484  DYNAMIC HT  -          15.639 (meters)      51.31  (feet)  COMP
 AN0484  MODELED GRAV-     979,192.3   (mgal)                       NAVD 88
 AN0484
 AN0484  VERT ORDER  -  FIRST     CLASS I
 AN0484
 AN0484.The horizontal coordinates were scaled from a topographic map and have
 AN0484.an estimated accuracy of +/- 6 seconds.
 AN0484
 AN0484.The orthometric height was determined by differential leveling
 AN0484.and adjusted by the National Geodetic Survey in June 1991..
 AN0484
 AN0484.The geoid height was determined by GEOID03.
 AN0484
 AN0484.The dynamic height is computed by dividing the NAVD 88
 AN0484.geopotential number by the normal gravity value computed on the
 AN0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0484.degrees latitude (g = 980.6199 gals.).
 AN0484
 AN0484.The modeled gravity was interpolated from observed gravity values.
 AN0484
 AN0484;                    North         East    Units  Estimated Accuracy
 AN0484;SPC TXSC     - 4,097,360.      812,740.      MT  (+/- 180 meters Scaled)
 AN0484
 AN0484                          SUPERSEDED SURVEY CONTROL
 AN0484
 AN0484  NGVD 29 (??/??/92)   15.785  (m)           51.79   (f) ADJ UNCH    1 1
 AN0484
 AN0484.Superseded values are not recommended for survey control.
 AN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0484.See file dsdata.txt to determine how the superseded data were derived.
 AN0484
 AN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS127760(NAD 83)
 AN0484_MARKER: DB = BENCH MARK DISK
 AN0484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0484_SP_SET: 32 FEET
 AN0484_STAMPING: R 1196 1972
 AN0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0484
 AN0484  HISTORY     - Date     Condition        Report By
 AN0484  HISTORY     - 1972     MONUMENTED       NGS
 AN0484  HISTORY     - 1978     GOOD             NGS
 AN0484
 AN0484                          STATION DESCRIPTION
 AN0484
 AN0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0484'0.55 MI NE FROM PLACEDO.
 AN0484'ABOUT 0.55 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0484'CROSSING OF U.S. HIGHWAY 87 AT PLACEDO, ON THE PROPERTY OF MR. CHESTER
 AN0484'HANZELKA, 235 FEET SOUTHEAST OF THE CENTER LINE OF FARM-TO-MARKET ROAD
 AN0484'616, 158 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 85.5
 AN0484'FEET SOUTH OF THE SOUTH CORNER OF A BRICK HOUSE, 32 FEET NORTHWEST OF
 AN0484'THE CENTER LINE OF A GRAVELED ROAD, 17 FEET EAST OF THE EAST CORNER OF
 AN0484'A METAL BUILDING, 10 FEET SOUTHEAST OF THE CENTER OF A METAL GATE, 5
 AN0484'1/2 FEET WEST OF A CORNER FENCE POST, 310.0 FEET EAST OF BENCH MARK S
 AN0484'1196, AND ON THE TOP OF A COPPER COATED ROD WHICH WAS DRIVEN TO
 AN0484'REFUSAL AT A DEPTH OF 47 FEET, PROJECTING 0.5 FOOT AND PROJECTED BY A
 AN0484'4-INCH METAL PIPE WHICH WAS SET TO A DEPTH OF 32 FEET. ACCESS TO THE
 AN0484'MARK IS HAD BY REMOVING A 4-INCH METAL SCREW CAP WHICH PROJECTS 1.2
 AN0484'FEET.  NOTE-- THE SOIL IN WHICH THE PIPE WAS SET IS SURFACE SOIL AND
 AN0484'CLAY FROM 0 TO 14 FEET AND COARSE WHITE SAND FROM 14 TO 32 FEET.
 AN0484
 AN0484                          STATION RECOVERY (1978)
 AN0484
 AN0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0796 ***********************************************************************
 AN0796  DESIGNATION -  R 1197
 AN0796  PID         -  AN0796
 AN0796  STATE/COUNTY-  TX/JACKSON
 AN0796  USGS QUAD   -  MANSON (1995)
 AN0796
 AN0796                         *CURRENT SURVEY CONTROL
 AN0796  ___________________________________________________________________
 AN0796* NAD 83(1986)-  28 57 12.     (N)    096 34 04.     (W)     SCALED    
 AN0796* NAVD 88     -        15.86   (+/-2cm)      52.0    (feet)  VERTCON   
 AN0796  ___________________________________________________________________
 AN0796  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0796
 AN0796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0796
 AN0796.The horizontal coordinates were scaled from a topographic map and have
 AN0796.an estimated accuracy of +/- 6 seconds.
 AN0796
 AN0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0796.The vertical order pertains to the NGVD 29 superseded value.
 AN0796
 AN0796.The geoid height was determined by GEOID03.
 AN0796
 AN0796;                    North         East    Units  Estimated Accuracy
 AN0796;SPC TXSC     - 4,126,590.      837,060.      MT  (+/- 180 meters Scaled)
 AN0796
 AN0796                          SUPERSEDED SURVEY CONTROL
 AN0796
 AN0796  NGVD 29 (??/??/92)   15.869  (m)           52.06   (f) ADJ UNCH    2 0
 AN0796
 AN0796.Superseded values are not recommended for survey control.
 AN0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0796.See file dsdata.txt to determine how the superseded data were derived.
 AN0796
 AN0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT370052(NAD 83)
 AN0796_MARKER: DB = BENCH MARK DISK
 AN0796_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0796+WITH SETTING: INTO GROUND
 AN0796_STAMPING: R 1197 1972
 AN0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0796+STABILITY: SURFACE MOTION
 AN0796
 AN0796  HISTORY     - Date     Condition        Report By
 AN0796  HISTORY     - 1972     MONUMENTED       NGS
 AN0796
 AN0796                          STATION DESCRIPTION
 AN0796
 AN0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0796'5.3 MI SE FROM EDNA.
 AN0796'ABOUT 5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0796'AT EDNA, 0.2 MILE WEST OF THE JUNCTION OF A GRAVELED ROAD WHICH LEADS
 AN0796'SOUTH, 0.2 MILE EAST OF THE JUNCTION OF A GRAVELED ROAD WHICH LEADS
 AN0796'NORTH, 43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10 1/2 FEET
 AN0796'EAST OF A POWER POLE, 2 FEET NORTH OF A FENCE, 307 FEET WEST OF THE
 AN0796'WEST END OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT, 0.8 FOOT
 AN0796'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AN0796'HIGHWAY, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT
 AN0796'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1 INCH BELOW THE
 AN0796'SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH IS
 AN0796'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0965 ***********************************************************************
 AX0965  DESIGNATION -  R 1198
 AX0965  PID         -  AX0965
 AX0965  STATE/COUNTY-  TX/LAVACA
 AX0965  USGS QUAD   -  MORAVIA (1981)
 AX0965
 AX0965                         *CURRENT SURVEY CONTROL
 AX0965  ___________________________________________________________________
 AX0965* NAD 83(1986)-  29 31 03.     (N)    096 55 18.     (W)     SCALED    
 AX0965* NAVD 88     -        95.636  (meters)     313.77   (feet)  ADJUSTED  
 AX0965  ___________________________________________________________________
 AX0965  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0965  DYNAMIC HT  -          95.502 (meters)     313.33  (feet)  COMP
 AX0965  MODELED GRAV-     979,237.7   (mgal)                       NAVD 88
 AX0965  OBS GRAVITY -     979,235.8   (mgal)                       GRAV_OBS
 AX0965
 AX0965  VERT ORDER  -  FIRST     CLASS I
 AX0965
 AX0965.The horizontal coordinates were scaled from a topographic map and have
 AX0965.an estimated accuracy of +/- 6 seconds.
 AX0965
 AX0965.The orthometric height was determined by differential leveling
 AX0965.and adjusted by the National Geodetic Survey in June 1991..
 AX0965
 AX0965.The geoid height was determined by GEOID03.
 AX0965
 AX0965.The dynamic height is computed by dividing the NAVD 88
 AX0965.geopotential number by the normal gravity value computed on the
 AX0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0965.degrees latitude (g = 980.6199 gals.).
 AX0965
 AX0965.The modeled gravity was interpolated from observed gravity values.
 AX0965.The observed gravity was obtained from relative gravimeter ties
 AX0965.to the IGSN71 gravity network.
 AX0965
 AX0965;                    North         East    Units  Estimated Accuracy
 AX0965;SPC TXSC     - 4,188,440.      801,460.      MT  (+/- 180 meters Scaled)
 AX0965
 AX0965                          SUPERSEDED SURVEY CONTROL
 AX0965
 AX0965  NGVD 29 (??/??/92)   95.620  (m)          313.71   (f) ADJ UNCH    1 1
 AX0965
 AX0965.Superseded values are not recommended for survey control.
 AX0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0965.See file dsdata.txt to determine how the superseded data were derived.
 AX0965
 AX0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT014671(NAD 83)
 AX0965_MARKER: DB = BENCH MARK DISK
 AX0965_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0965_SP_SET: 17 FEET
 AX0965_STAMPING: R 1198 1972
 AX0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0965
 AX0965  HISTORY     - Date     Condition        Report By
 AX0965  HISTORY     - 1972     MONUMENTED       NGS
 AX0965  HISTORY     - 1990     GOOD             USPSQD
 AX0965  HISTORY     - 19970607 GOOD             USPSQD
 AX0965
 AX0965                          STATION DESCRIPTION
 AX0965
 AX0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0965'5.45 MI N FROM HALLETTSVILLE.
 AX0965'ABOUT 5.45 NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U. S.
 AX0965'HIGHWAY 90A AT HALLETTSVILLE, 0.2 MILE NORTHEAST OF THE CREST OF A
 AX0965'HILL, 166 YARDS SOUTHWEST OF A 27 FOOT TRIPLE CHANNEL BOX CULVERT
 AX0965'UNDER THE HIGHWAY, 69 FEET NORTHWEST OF THE CENTER LINE OF THE
 AX0965'HIGHWAY, 40 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE AT PASTURE
 AX0965'ENTRANCE, 110 FEET NORTHEAST OF A LONE 18 INCH OAK TREE, 1.7 FEET
 AX0965'SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT NORTH OF A METAL
 AX0965'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF
 AX0965'A COPPER COATED STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF
 AX0965'THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 2 INCHES
 AX0965'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 AX0965'DEPTH OF 17 FEET.
 AX0965
 AX0965                          STATION RECOVERY (1990)
 AX0965
 AX0965'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0965'RECOVERED IN GOOD CONDITION.
 AX0965
 AX0965                          STATION RECOVERY (1997)
 AX0965
 AX0965'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1746 ***********************************************************************
 BK1746  DESIGNATION -  R 1199
 BK1746  PID         -  BK1746
 BK1746  STATE/COUNTY-  TX/ORANGE
 BK1746  USGS QUAD   -  ORANGE (1996)
 BK1746
 BK1746                         *CURRENT SURVEY CONTROL
 BK1746  ___________________________________________________________________
 BK1746* NAD 83(1986)-  30 06 25.     (N)    093 44 37.     (W)     SCALED    
 BK1746* NAVD 88     -         2.733  (meters)       8.97   (feet)  ADJUSTED  
 BK1746  ___________________________________________________________________
 BK1746  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK1746  DYNAMIC HT  -           2.729 (meters)       8.95  (feet)  COMP
 BK1746  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 BK1746
 BK1746  VERT ORDER  -  FIRST     CLASS I
 BK1746
 BK1746.The horizontal coordinates were scaled from a topographic map and have
 BK1746.an estimated accuracy of +/- 6 seconds.
 BK1746
 BK1746.The orthometric height was determined by differential leveling
 BK1746.and adjusted by the National Geodetic Survey in June 1991..
 BK1746
 BK1746.The geoid height was determined by GEOID03.
 BK1746
 BK1746.The dynamic height is computed by dividing the NAVD 88
 BK1746.geopotential number by the normal gravity value computed on the
 BK1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1746.degrees latitude (g = 980.6199 gals.).
 BK1746
 BK1746.The modeled gravity was interpolated from observed gravity values.
 BK1746
 BK1746;                    North         East    Units  Estimated Accuracy
 BK1746;SPC TX C     - 3,067,620.    1,334,770.      MT  (+/- 180 meters Scaled)
 BK1746
 BK1746                          SUPERSEDED SURVEY CONTROL
 BK1746
 BK1746  NGVD 29 (??/??/??)    2.680  (m)            8.79   (f) ADJUSTED    1 1
 BK1746
 BK1746.Superseded values are not recommended for survey control.
 BK1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1746.See file dsdata.txt to determine how the superseded data were derived.
 BK1746
 BK1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP283308(NAD 83)
 BK1746_MARKER: DB = BENCH MARK DISK
 BK1746_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BK1746+WITH SETTING: INTO GROUND
 BK1746_SP_SET: METAL ROD WITH BASE PLATE
 BK1746_STAMPING: R 1199 1972
 BK1746_MARK LOGO: NGS   
 BK1746_PROJECTION: FLUSH
 BK1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1746+STABILITY: SURFACE MOTION
 BK1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1746+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 BK1746_ROD/PIPE-DEPTH: 1.2  meters
 BK1746
 BK1746  HISTORY     - Date     Condition        Report By
 BK1746  HISTORY     - 1972     MONUMENTED       NGS
 BK1746  HISTORY     - 1981     GOOD             NGS
 BK1746  HISTORY     - 1986     GOOD             NGS
 BK1746  HISTORY     - 1987     GOOD             USPSQD
 BK1746  HISTORY     - 1988     GOOD             USPSQD
 BK1746  HISTORY     - 1988     GOOD             USPSQD
 BK1746  HISTORY     - 1989     GOOD             USPSQD
 BK1746  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1746  HISTORY     - 20010331 GOOD             USPSQD
 BK1746  HISTORY     - 20020727 GOOD             USPSQD
 BK1746  HISTORY     - 20041009 GOOD             USPSQD
 BK1746
 BK1746                          STATION DESCRIPTION
 BK1746
 BK1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1746'1.0 MI N FROM ORANGE.
 BK1746'ABOUT 1.0 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1746'STATION AT ORANGE, 50 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 BK1746'228 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST WING FOR THE
 BK1746'GEORGE B. GONES ELEMENTARY SCHOOL, 100 FEET NORTHWEST OF THE CENTER OF
 BK1746'THE CROSSING OF WEST LINK AVENUE, 76 FEET NORTH OF THE CENTER LINE OF
 BK1746'THE AVENUE, 43 1/2 FEET SOUTHEAST OF A LONE 38-INCH OAK TREE, 12 1/2
 BK1746'FEET NORTH OF A POWER LINE POLE, 1.4 FEET WEST OF A CHAIN LINK FENCE
 BK1746'AND METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK
 BK1746'AND IS A DISK ON TOP OF A 4-FOOT SECTION OF COPPER COATED STEEL ROD
 BK1746'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1 INCH BELOW THE SURFACE
 BK1746'OF THE GROUND AND IS PROTECTED BY A 6-INCH IRON PIPE WHICH IS FLUSH
 BK1746'WITH THE GROUND.
 BK1746
 BK1746                          STATION RECOVERY (1981)
 BK1746
 BK1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1746'IN ORANGE, AT THE SOUTHERN PACIFIC RAILROAD CROSSING LINK AVENUE,
 BK1746'DIRECTLY ACROSS LINK AVENUE FROM THE ORANGE WATER PUMPING STATION,
 BK1746'69.49 METERS (228.0 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BK1746'GEORGE D. JONES ELEMENTARY SCHOOL, 30.48 METERS (100.0 FEET) NORTHWEST
 BK1746'OF THE CENTER OF THE RAILROAD CROSSING LINK AVENUE, 23.16 METERS (76.0
 BK1746'FEET) NORTH OF THE CENTERLINE OF THE AVENUE, 13.41 METERS (44.0 FEET)
 BK1746'SOUTHEAST OF A 38-INCH LONE OAK TREE, 6.70 METERS (22.0 FEET) NORTH OF
 BK1746'THE SOUTH END OF A CHAIN LINK FENCE, 0.42 METER (1.4 FEET) WEST OF THE
 BK1746'CHAIN LINK FENCE.
 BK1746'THE MARK IS 0.42 METERS  W FROM A WITNESS POST.
 BK1746'THE MARK IS 1.5 M BELOW TRACKS.
 BK1746
 BK1746                          STATION RECOVERY (1986)
 BK1746
 BK1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1746'RECOVERED IN GOOD CONDITION.
 BK1746
 BK1746                          STATION RECOVERY (1987)
 BK1746
 BK1746'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 BK1746'RECOVERED IN GOOD CONDITION.
 BK1746
 BK1746                          STATION RECOVERY (1988)
 BK1746
 BK1746'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHH)
 BK1746'RECOVERED IN GOOD CONDITION.
 BK1746
 BK1746                          STATION RECOVERY (1988)
 BK1746
 BK1746'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1746'RECOVERED IN GOOD CONDITION.
 BK1746
 BK1746                          STATION RECOVERY (1989)
 BK1746
 BK1746'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1746'RECOVERED IN GOOD CONDITION.
 BK1746
 BK1746                          STATION RECOVERY (1996)
 BK1746
 BK1746'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1746'MARK NOT FOUND.
 BK1746
 BK1746                          STATION RECOVERY (2001)
 BK1746
 BK1746'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1746'RECOVERED IN GOOD CONDITION.
 BK1746
 BK1746                          STATION RECOVERY (2002)
 BK1746
 BK1746'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1746'REVISION TO 1981 DESCRIPTION.  MARKER IS 26 FOOT NORTH OF THE SOUTH
 BK1746'END OF A CHAIN LINK FENCE AND 41 FEET SOUTHEAST OF A 46 INCH LONE OAK
 BK1746'TREE.
 BK1746
 BK1746                          STATION RECOVERY (2004)
 BK1746
 BK1746'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0412 ***********************************************************************
 CT0412  DESIGNATION -  R 12
 CT0412  PID         -  CT0412
 CT0412  STATE/COUNTY-  TX/CALLAHAN
 CT0412  USGS QUAD   -  BAIRD (1966)
 CT0412
 CT0412                         *CURRENT SURVEY CONTROL
 CT0412  ___________________________________________________________________
 CT0412* NAD 83(1986)-  32 23 26.     (N)    099 23 41.     (W)     SCALED    
 CT0412* NAVD 88     -       524.010  (meters)    1719.19   (feet)  POSTED    
 CT0412  ___________________________________________________________________
 CT0412  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CT0412  DYNAMIC HT  -         523.330 (meters)    1716.96  (feet)  COMP
 CT0412  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 CT0412
 CT0412  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0412
 CT0412.The horizontal coordinates were scaled from a topographic map and have
 CT0412.an estimated accuracy of +/- 6 seconds.
 CT0412
 CT0412.The orthometric height was determined by differential leveling
 CT0412.and adjusted by the National Geodetic Survey in 1992..
 CT0412.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0412.rate of 0.0 thru 1.0 mm/km.
 CT0412
 CT0412.The geoid height was determined by GEOID03.
 CT0412
 CT0412.The dynamic height is computed by dividing the NAVD 88
 CT0412.geopotential number by the normal gravity value computed on the
 CT0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0412.degrees latitude (g = 980.6199 gals.).
 CT0412
 CT0412.The modeled gravity was interpolated from observed gravity values.
 CT0412
 CT0412;                    North         East    Units  Estimated Accuracy
 CT0412;SPC TXNC     - 2,080,630.      515,820.      MT  (+/- 180 meters Scaled)
 CT0412
 CT0412                          SUPERSEDED SURVEY CONTROL
 CT0412
 CT0412.No superseded survey control is available for this station.
 CT0412
 CT0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA628837(NAD 83)
 CT0412_MARKER: Z = SEE DESCRIPTION
 CT0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0412_SP_SET: STONE
 CT0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0412+STABILITY: SURFACE MOTION
 CT0412
 CT0412  HISTORY     - Date     Condition        Report By
 CT0412  HISTORY     - UNK      MONUMENTED       CGS
 CT0412  HISTORY     - 1956     MARK NOT FOUND   NGS
 CT0412  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0412
 CT0412                          STATION DESCRIPTION
 CT0412
 CT0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0412'IN BAIRD.
 CT0412'AT BAIRD, CALLAHAN COUNTY, NEAR THE SOUTHWEST CORNER OF THE STATION
 CT0412'PART EAST OF THE DEPOT.  A STONE POST WITH SQUARE HOLE IN TOP. NOTE--
 CT0412'IT MAY BE COVERED OVER WITH GRAVEL.
 CT0412
 CT0412                          STATION RECOVERY (2001)
 CT0412
 CT0412'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0257 ***********************************************************************
 BN0257  DESIGNATION -  R 120
 BN0257  PID         -  BN0257
 BN0257  STATE/COUNTY-  TX/MASON
 BN0257  USGS QUAD   -  ART (1982)
 BN0257
 BN0257                         *CURRENT SURVEY CONTROL
 BN0257  ___________________________________________________________________
 BN0257* NAD 83(1986)-  30 44 18.     (N)    099 04 18.     (W)     SCALED    
 BN0257* NAVD 88     -       424.846  (meters)    1393.85   (feet)  ADJUSTED  
 BN0257  ___________________________________________________________________
 BN0257  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 BN0257  DYNAMIC HT  -         424.278 (meters)    1391.99  (feet)  COMP
 BN0257  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 BN0257
 BN0257  VERT ORDER  -  SECOND    CLASS 0
 BN0257
 BN0257.The horizontal coordinates were scaled from a topographic map and have
 BN0257.an estimated accuracy of +/- 6 seconds.
 BN0257
 BN0257.The orthometric height was determined by differential leveling
 BN0257.and adjusted by the National Geodetic Survey in June 1991..
 BN0257
 BN0257.The geoid height was determined by GEOID03.
 BN0257
 BN0257.The dynamic height is computed by dividing the NAVD 88
 BN0257.geopotential number by the normal gravity value computed on the
 BN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0257.degrees latitude (g = 980.6199 gals.).
 BN0257
 BN0257.The modeled gravity was interpolated from observed gravity values.
 BN0257
 BN0257;                    North         East    Units  Estimated Accuracy
 BN0257;SPC TX C     - 3,119,490.      820,810.      MT  (+/- 180 meters Scaled)
 BN0257
 BN0257                          SUPERSEDED SURVEY CONTROL
 BN0257
 BN0257  NGVD 29 (??/??/92)  424.798  (m)         1393.69   (f) ADJ UNCH    2 0
 BN0257
 BN0257.Superseded values are not recommended for survey control.
 BN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0257.See file dsdata.txt to determine how the superseded data were derived.
 BN0257
 BN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV931006(NAD 83)
 BN0257_MARKER: DB = BENCH MARK DISK
 BN0257_SETTING: 66 = SET IN ROCK OUTCROP
 BN0257_SP_SET: ROCK OUTCROP
 BN0257_STAMPING: R 120 1933
 BN0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0257+STABILITY: POSITION/ELEVATION WELL
 BN0257
 BN0257  HISTORY     - Date     Condition        Report By
 BN0257  HISTORY     - 1933     MONUMENTED       CGS
 BN0257
 BN0257                          STATION DESCRIPTION
 BN0257
 BN0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0257'7.9 MI W FROM CASTELL.
 BN0257'ALONG THE LLANO-MASON ROAD 2.6 MILES EAST OF ART AT THE
 BN0257'SUMMIT OF SMALL RISE AND 92 FEET NORTHEAST OF RIGHT OF WAY FENCE IN
 BN0257'THE WEST POINT OF SMALL OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0428 ***********************************************************************
 BL0428  DESIGNATION -  R 1200
 BL0428  PID         -  BL0428
 BL0428  STATE/COUNTY-  TX/LIBERTY
 BL0428  USGS QUAD   -  DEVERS (1984)
 BL0428
 BL0428                         *CURRENT SURVEY CONTROL
 BL0428  ___________________________________________________________________
 BL0428* NAD 83(1986)-  30 01 27.     (N)    094 33 29.     (W)     SCALED    
 BL0428* NAVD 88     -        17.493  (meters)      57.39   (feet)  ADJUSTED  
 BL0428  ___________________________________________________________________
 BL0428  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0428  DYNAMIC HT  -          17.469 (meters)      57.31  (feet)  COMP
 BL0428  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 BL0428
 BL0428  VERT ORDER  -  FIRST     CLASS I
 BL0428
 BL0428.The horizontal coordinates were scaled from a topographic map and have
 BL0428.an estimated accuracy of +/- 6 seconds.
 BL0428
 BL0428.The orthometric height was determined by differential leveling
 BL0428.and adjusted by the National Geodetic Survey in June 1991..
 BL0428
 BL0428.The geoid height was determined by GEOID03.
 BL0428
 BL0428.The dynamic height is computed by dividing the NAVD 88
 BL0428.geopotential number by the normal gravity value computed on the
 BL0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0428.degrees latitude (g = 980.6199 gals.).
 BL0428
 BL0428.The modeled gravity was interpolated from observed gravity values.
 BL0428
 BL0428;                    North         East    Units  Estimated Accuracy
 BL0428;SPC TX C     - 3,054,090.    1,256,860.      MT  (+/- 180 meters Scaled)
 BL0428
 BL0428                          SUPERSEDED SURVEY CONTROL
 BL0428
 BL0428  NGVD 29 (12/23/87)   17.498  (m)           57.41   (f) ADJUSTED    1 1
 BL0428
 BL0428.Superseded values are not recommended for survey control.
 BL0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0428.See file dsdata.txt to determine how the superseded data were derived.
 BL0428
 BL0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP497224(NAD 83)
 BL0428_MARKER: DB = BENCH MARK DISK
 BL0428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0428_SP_SET: BRIDGE WINGWALL
 BL0428_STAMPING: R 1200 1972
 BL0428_MARK LOGO: NGS   
 BL0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0428+STABILITY: SURFACE MOTION
 BL0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0428+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 BL0428
 BL0428  HISTORY     - Date     Condition        Report By
 BL0428  HISTORY     - 1972     MONUMENTED       NGS
 BL0428  HISTORY     - 1987     GOOD             NGS
 BL0428  HISTORY     - 1988     GOOD             USPSQD
 BL0428  HISTORY     - 19880312 GOOD             USPSQD
 BL0428  HISTORY     - 1989     GOOD             USPSQD
 BL0428  HISTORY     - 1990     GOOD             USPSQD
 BL0428  HISTORY     - 19950817 GOOD             USPSQD
 BL0428  HISTORY     - 20040221 GOOD             USPSQD
 BL0428
 BL0428                          STATION DESCRIPTION
 BL0428
 BL0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0428'2.05 MI E FROM DEVERS.
 BL0428'ABOUT 2.05 MILES EAST ALONG US HIGHWAY 90 FROM THE SCHOOL, SET IN THE
 BL0428'TOP OF THE WINGWALL AT THE NORTHEAST CORNER OF A 65-FOOT CONCRETE
 BL0428'HIGHWAY BRIDGE OVER A SWAMP, 23.5 FEET NORTH OF THE CENTER LINE OF THE
 BL0428'HIGHWAY, 3.5 FEET WEST OF THE EAST END OF THE WINGWALL AND ABOUT LEVEL
 BL0428'WITH THE HIGHWAY.
 BL0428
 BL0428                          STATION RECOVERY (1987)
 BL0428
 BL0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0428'RECOVERED IN GOOD CONDITION.
 BL0428
 BL0428                          STATION RECOVERY (1988)
 BL0428
 BL0428'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0428'RECOVERED IN GOOD CONDITION.
 BL0428
 BL0428                          STATION RECOVERY (1988)
 BL0428
 BL0428'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJB)
 BL0428'RECOVERED IN GOOD CONDITION.
 BL0428
 BL0428                          STATION RECOVERY (1989)
 BL0428
 BL0428'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0428'RECOVERED IN GOOD CONDITION.
 BL0428
 BL0428                          STATION RECOVERY (1990)
 BL0428
 BL0428'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0428'RECOVERED IN GOOD CONDITION.
 BL0428
 BL0428                          STATION RECOVERY (1995)
 BL0428
 BL0428'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0428'RECOVERED IN GOOD CONDITION.
 BL0428
 BL0428                          STATION RECOVERY (2004)
 BL0428
 BL0428'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1573 ***********************************************************************
 AW1573  DESIGNATION -  R 1201
 AW1573  PID         -  AW1573
 AW1573  STATE/COUNTY-  TX/HARRIS
 AW1573  USGS QUAD   -  LEAGUE CITY (1995)
 AW1573
 AW1573                         *CURRENT SURVEY CONTROL
 AW1573  ___________________________________________________________________
 AW1573* NAD 83(1986)-  29 35 20.     (N)    095 01 53.     (W)     SCALED    
 AW1573* NAVD 88     -         3.721  (meters)      12.21   (feet)  ADJUSTED  
 AW1573  ___________________________________________________________________
 AW1573  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW1573  DYNAMIC HT  -           3.716 (meters)      12.19  (feet)  COMP
 AW1573  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 AW1573
 AW1573  VERT ORDER  -  FIRST     CLASS II
 AW1573
 AW1573.The horizontal coordinates were scaled from a topographic map and have
 AW1573.an estimated accuracy of +/- 6 seconds.
 AW1573
 AW1573.The orthometric height was determined by differential leveling
 AW1573.and adjusted by the National Geodetic Survey in June 1991..
 AW1573
 AW1573.The geoid height was determined by GEOID03.
 AW1573
 AW1573.The dynamic height is computed by dividing the NAVD 88
 AW1573.geopotential number by the normal gravity value computed on the
 AW1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1573.degrees latitude (g = 980.6199 gals.).
 AW1573
 AW1573.The modeled gravity was interpolated from observed gravity values.
 AW1573
 AW1573;                    North         East    Units  Estimated Accuracy
 AW1573;SPC TXSC     - 4,201,090.      984,360.      MT  (+/- 180 meters Scaled)
 AW1573
 AW1573                          SUPERSEDED SURVEY CONTROL
 AW1573
 AW1573  NGVD 29 (12/23/87)    3.718  (m)           12.20   (f) ADJUSTED    1 2
 AW1573
 AW1573.Superseded values are not recommended for survey control.
 AW1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1573.See file dsdata.txt to determine how the superseded data were derived.
 AW1573
 AW1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN032749(NAD 83)
 AW1573_MARKER: DB = BENCH MARK DISK
 AW1573_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW1573+WITH SETTING: INFORMATION.
 AW1573_SP_SET: SHALLOW-SET METAL ROD
 AW1573_STAMPING: R 1201 1973
 AW1573_MARK LOGO: NGS   
 AW1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1573+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW1573
 AW1573  HISTORY     - Date     Condition        Report By
 AW1573  HISTORY     - 1973     MONUMENTED       NGS
 AW1573  HISTORY     - 1974     GOOD
 AW1573  HISTORY     - 1978     GOOD             DOD
 AW1573  HISTORY     - 1978     GOOD             NGS
 AW1573  HISTORY     - 1983     GOOD             NGS
 AW1573  HISTORY     - 1987     GOOD             USPSQD
 AW1573  HISTORY     - 1987     GOOD             USPSQD
 AW1573  HISTORY     - 1987     GOOD             USPSQD
 AW1573  HISTORY     - 1987     GOOD             USPSQD
 AW1573  HISTORY     - 1987     GOOD             USPSQD
 AW1573  HISTORY     - 1987     GOOD             USPSQD
 AW1573  HISTORY     - 1987     GOOD             USPSQD
 AW1573  HISTORY     - 1987     GOOD             USPSQD
 AW1573  HISTORY     - 1987     GOOD             USPSQD
 AW1573  HISTORY     - 1987     GOOD             USPSQD
 AW1573  HISTORY     - 1987     GOOD             USPSQD
 AW1573  HISTORY     - 1987     GOOD             NGS
 AW1573  HISTORY     - 1988     GOOD             USPSQD
 AW1573  HISTORY     - 1988     GOOD             USPSQD
 AW1573  HISTORY     - 1988     GOOD             USPSQD
 AW1573  HISTORY     - 1988     GOOD             USPSQD
 AW1573  HISTORY     - 1988     GOOD             USPSQD
 AW1573  HISTORY     - 1988     GOOD             USPSQD
 AW1573  HISTORY     - 1988     GOOD             USPSQD
 AW1573  HISTORY     - 1988     GOOD             USPSQD
 AW1573  HISTORY     - 1988     GOOD             USPSQD
 AW1573  HISTORY     - 1988     GOOD             USPSQD
 AW1573  HISTORY     - 1988     GOOD             USPSQD
 AW1573  HISTORY     - 1989     GOOD             USPSQD
 AW1573  HISTORY     - 1989     GOOD             USPSQD
 AW1573  HISTORY     - 1989     GOOD             USPSQD
 AW1573  HISTORY     - 1989     GOOD             USPSQD
 AW1573  HISTORY     - 1990     GOOD             USPSQD
 AW1573  HISTORY     - 1990     GOOD             USPSQD
 AW1573  HISTORY     - 19910216 GOOD             USPSQD
 AW1573  HISTORY     - 19931122 GOOD             USPSQD
 AW1573  HISTORY     - 20010128 GOOD             USPSQD
 AW1573  HISTORY     - 20010331 GOOD             USPSQD
 AW1573  HISTORY     - 20010331 GOOD             NGS
 AW1573  HISTORY     - 20031108 GOOD             USPSQD
 AW1573  HISTORY     - 20050116 GOOD             USPSQD
 AW1573
 AW1573                          STATION DESCRIPTION
 AW1573
 AW1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1573'1.8 MI N FROM SEABROOK.
 AW1573'ABOUT 1.7 MILES NORTH ALONG STATE HWY. 146 FROM THE INTERSECTION OF
 AW1573'NASA RD. 1 AT SEABROOK, THENCE 0.1 MILE WEST ALONG A PAVED ROAD, 173
 AW1573'FEET WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, ABOUT 66
 AW1573'FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD, 51 FEET WEST-SOUTHWEST
 AW1573'OF A MOBIL CHEMICAL CO. HIGH-PRESSURE GAS LINE, 21 FEET EAST OF THE
 AW1573'CENTER LINE OF A METAL GATE AND ENTRANCE TO A DOUBLE ROW OF POWER LINE
 AW1573'TOWERS, 1 FOOT NORTH OF A FENCE, ABOUT 0.5 FOOT WEST OF A METAL
 AW1573'WITNESS POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IS A
 AW1573'DISK SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD
 AW1573'WHICH PROJECTS 1 INCH BELOW THE SURFACE OF THE GROUND, AND IS
 AW1573'PROTECTED BY A 6-INCH IRON PIPE FLUSH WITH THE GROUND.
 AW1573
 AW1573                          STATION RECOVERY (1974)
 AW1573
 AW1573'RECOVERED 1974
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1978)
 AW1573
 AW1573'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1978)
 AW1573
 AW1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1983)
 AW1573
 AW1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBS)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (GPB)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1987)
 AW1573
 AW1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1573'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 AW1573'GATE MENTIONED THEREIN NO LONGER EXISTS, AND THE PAVED ROAD HAS BEEN
 AW1573'NAMED RED BLUFF ROAD.
 AW1573
 AW1573                          STATION RECOVERY (1988)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1988)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1988)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1988)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1988)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1988)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1988)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1988)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1988)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1988)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1988)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1989)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1989)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1989)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1989)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1990)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1990)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1991)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (1993)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (2001)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 2001 (EL)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (2001)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 2001 (WBS)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (2001)
 AW1573
 AW1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1573
 AW1573                          STATION RECOVERY (2003)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1573'RECOVERED IN GOOD CONDITION.
 AW1573
 AW1573                          STATION RECOVERY (2005)
 AW1573
 AW1573'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0404 ***********************************************************************
 AW0404  DESIGNATION -  R 1202
 AW0404  PID         -  AW0404
 AW0404  STATE/COUNTY-  TX/HARRIS
 AW0404  USGS QUAD   -  HIGHLANDS (1995)
 AW0404
 AW0404                         *CURRENT SURVEY CONTROL
 AW0404  ___________________________________________________________________
 AW0404* NAD 83(1986)-  29 51 17.     (N)    095 03 33.     (W)     SCALED    
 AW0404* NAVD 88     -        13.533  (meters)      44.40   (feet)  ADJUSTED  
 AW0404  ___________________________________________________________________
 AW0404  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0404  DYNAMIC HT  -          13.515 (meters)      44.34  (feet)  COMP
 AW0404  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 AW0404
 AW0404  VERT ORDER  -  FIRST     CLASS II
 AW0404
 AW0404.The horizontal coordinates were scaled from a topographic map and have
 AW0404.an estimated accuracy of +/- 6 seconds.
 AW0404
 AW0404.The orthometric height was determined by differential leveling
 AW0404.and adjusted by the National Geodetic Survey in June 1991..
 AW0404
 AW0404.The geoid height was determined by GEOID03.
 AW0404
 AW0404.The dynamic height is computed by dividing the NAVD 88
 AW0404.geopotential number by the normal gravity value computed on the
 AW0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0404.degrees latitude (g = 980.6199 gals.).
 AW0404
 AW0404.The modeled gravity was interpolated from observed gravity values.
 AW0404
 AW0404;                    North         East    Units  Estimated Accuracy
 AW0404;SPC TXSC     - 4,230,440.      980,680.      MT  (+/- 180 meters Scaled)
 AW0404
 AW0404                          SUPERSEDED SURVEY CONTROL
 AW0404
 AW0404  NGVD 29 (12/23/87)   13.531  (m)           44.39   (f) ADJUSTED    1 2
 AW0404
 AW0404.Superseded values are not recommended for survey control.
 AW0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0404.See file dsdata.txt to determine how the superseded data were derived.
 AW0404
 AW0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP010044(NAD 83)
 AW0404_MARKER: DB = BENCH MARK DISK
 AW0404_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0404_SP_SET: COPPER-CLAD STEEL ROD
 AW0404_STAMPING: R 1202 1972
 AW0404_MARK LOGO: NGS   
 AW0404_PROJECTION: PROJECTING 6 CENTIMETERS
 AW0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0404+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0404_ROD/PIPE-DEPTH: 17.1 meters
 AW0404
 AW0404  HISTORY     - Date     Condition        Report By
 AW0404  HISTORY     - 1972     MONUMENTED       NGS
 AW0404  HISTORY     - 1978     GOOD             NGS
 AW0404  HISTORY     - 1983     GOOD             NGS
 AW0404  HISTORY     - 1986     GOOD             NGS
 AW0404  HISTORY     - 1987     GOOD             USPSQD
 AW0404  HISTORY     - 19940818 GOOD             USPSQD
 AW0404  HISTORY     - 20040317 GOOD             USPSQD
 AW0404
 AW0404                          STATION DESCRIPTION
 AW0404
 AW0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0404'3.8 MI SE FROM CROSBY.
 AW0404'ABOUT 3.8 MILES SOUTHEAST ALONG FARM ROAD 1200 FROM THE POST OFFICE,
 AW0404'ALSO 3.15 MILES NORTH OF THE POST OFFICE AT HIGHLANDS, SET IN THE
 AW0404'SOUTH CORNER OF WHITE CEMETERY, INC., 125 FEET SOUTH OF THE SOUTH
 AW0404'CORNER OF THE CONCRETE CEMETERY NAME SIGN, 39 1/2 FEET WEST OF THE
 AW0404'CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTHEAST OF THE EAST END OF A
 AW0404'CHAIN LINK FENCE ON THE CEMETERY SIDES, RUNNING EAST-WEST, 84 FEET
 AW0404'SOUTH OF THE CENTER LINE OF THE SOUTH ENTRANCE TO THE CEMETERY, 2 FEET
 AW0404'SOUTH OF A POWER POLE, 1.4 FEET NORTH OF A METAL WITNESS POST, AND
 AW0404'ABOUT 1/2-FOOT BELOW THE LEVEL OF HIGHWAY, AND IS A DISK SET ON TOP OF
 AW0404'A 5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH METAL
 AW0404'PIPE WHICH PROJECTS 0.3 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 56
 AW0404'FEET.
 AW0404
 AW0404                          STATION RECOVERY (1978)
 AW0404
 AW0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0404'RECOVERED IN GOOD CONDITION.
 AW0404
 AW0404                          STATION RECOVERY (1983)
 AW0404
 AW0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0404'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0404'6.2 KM (3.8 MI) SOUTH ALONG FARM ROAD 2100 FROM THE POST OFFICE IN
 AW0404'CROSBY, ALSO 5.1 KM (3.2 MI) NORTH ALONG CROSBY-LYNCHBURG ROAD FROM
 AW0404'THE POST OFFICE IN HIGHLANDS, AT THE SOUTHEAST CORNER OF THE WHITE
 AW0404'CEMETERY INCORPORATED, 53.03 METERS (174.0 FT) NORTHWEST OF BENCH MARK
 AW0404'P 1019, 38.10 METERS (125.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 AW0404'CORNER OF THE CONCRETE CEMETERY NAME SIGN, 12.04 METERS (39.5 FT) WEST
 AW0404'OF THE CENTERLINE OF CROSBY-LYNCHBURG ROAD, 0.46 METERS (1.5 FT)
 AW0404'SOUTHEAST OF THE EAST END OF THE CHAIN LINK FENCE ON THE SOUTH SIDE OF
 AW0404'THE CEMETERY, 0.61 METERS (2.0 FT) SOUTH OF A POWER POLE, AND
 AW0404'25.60 METERS (84.0 FT) SOUTH OF THE CENTER OF THE SOUTH ENTRANCE TO
 AW0404'THE CEMETERY.
 AW0404'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 AW0404'THE MARK IS 0.3 M BELOW ROAD.
 AW0404
 AW0404                          STATION RECOVERY (1986)
 AW0404
 AW0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0404'RECOVERED IN GOOD CONDITION.
 AW0404
 AW0404                          STATION RECOVERY (1987)
 AW0404
 AW0404'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0404'RECOVERED IN GOOD CONDITION.
 AW0404
 AW0404                          STATION RECOVERY (1994)
 AW0404
 AW0404'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0404'RECOVERED IN GOOD CONDITION.
 AW0404
 AW0404                          STATION RECOVERY (2004)
 AW0404
 AW0404'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1160 ***********************************************************************
 BL1160  DESIGNATION -  R 1203
 BL1160  PID         -  BL1160
 BL1160  STATE/COUNTY-  TX/MONTGOMERY
 BL1160  USGS QUAD   -  CONROE (1976)
 BL1160
 BL1160                         *CURRENT SURVEY CONTROL
 BL1160  ___________________________________________________________________
 BL1160* NAD 83(1986)-  30 18 26.     (N)    095 27 22.     (W)     SCALED    
 BL1160* NAVD 88     -        63.712  (meters)     209.03   (feet)  ADJUSTED  
 BL1160  ___________________________________________________________________
 BL1160  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1160  DYNAMIC HT  -          63.627 (meters)     208.75  (feet)  COMP
 BL1160  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 BL1160
 BL1160  VERT ORDER  -  FIRST     CLASS I
 BL1160
 BL1160.The horizontal coordinates were scaled from a topographic map and have
 BL1160.an estimated accuracy of +/- 6 seconds.
 BL1160
 BL1160.The orthometric height was determined by differential leveling
 BL1160.and adjusted by the National Geodetic Survey in June 1991..
 BL1160
 BL1160.The geoid height was determined by GEOID03.
 BL1160
 BL1160.The dynamic height is computed by dividing the NAVD 88
 BL1160.geopotential number by the normal gravity value computed on the
 BL1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1160.degrees latitude (g = 980.6199 gals.).
 BL1160
 BL1160.The modeled gravity was interpolated from observed gravity values.
 BL1160
 BL1160;                    North         East    Units  Estimated Accuracy
 BL1160;SPC TX C     - 3,081,290.    1,168,960.      MT  (+/- 180 meters Scaled)
 BL1160
 BL1160                          SUPERSEDED SURVEY CONTROL
 BL1160
 BL1160  NGVD 29 (12/23/87)   63.714  (m)          209.03   (f) ADJUSTED    1 1
 BL1160
 BL1160.Superseded values are not recommended for survey control.
 BL1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1160.See file dsdata.txt to determine how the superseded data were derived.
 BL1160
 BL1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP638553(NAD 83)
 BL1160_MARKER: DB = BENCH MARK DISK
 BL1160_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1160_SP_SET: COPPER-CLAD STEEL ROD
 BL1160_STAMPING: R 1203 1973
 BL1160_MARK LOGO: NGS   
 BL1160_PROJECTION: PROJECTING 2 CENTIMETERS
 BL1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1160+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1160_ROD/PIPE-DEPTH: 12.2 meters
 BL1160
 BL1160  HISTORY     - Date     Condition        Report By
 BL1160  HISTORY     - 1973     MONUMENTED       NGS
 BL1160  HISTORY     - 1978     GOOD             NGS
 BL1160  HISTORY     - 1987     GOOD             NGS
 BL1160  HISTORY     - 20040918 GOOD             USPSQD
 BL1160  HISTORY     - 20050929 GOOD             USPSQD
 BL1160
 BL1160                          STATION DESCRIPTION
 BL1160
 BL1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1160'0.2 MI S FROM CONROE.
 BL1160'ABOUT 0.2 MILE SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1160'STATION AT CONROE, AT THE SOUTHEAST CORNER OF THE GULF STATE UTILITIES
 BL1160'- CONROE POWER CENTER, 56 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN
 BL1160'TRACK, 34.4 FEET NORTH OF THE CENTER LINE OF AVENUE G, 3.2 FEET NORTH
 BL1160'OF THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE AROUND THE PLANT, 58.4
 BL1160'FEET SOUTH OF THE MOST SOUTHERN ONE OF EIGHT POWER POLES IN A ROW,
 BL1160'SUPPORTING THE LINES OF THE PLANT, 1.1 FEET EAST OF THE FENCE AROUND
 BL1160'THE PLANT, 0.7 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BL1160'THE RAIL, AND SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD AND
 BL1160'PROTECTED BY A 6-INCH METAL PIPE PROJECTING 0.1 FOOT.  THE ROD WAS
 BL1160'DRIVEN TO A DEPTH OF 40 FEET.
 BL1160
 BL1160                          STATION RECOVERY (1978)
 BL1160
 BL1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1160'RECOVERED IN GOOD CONDITION.
 BL1160
 BL1160                          STATION RECOVERY (1987)
 BL1160
 BL1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1160'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CONROE,
 BL1160'AT THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD AND AVENUE G,
 BL1160'17.2 M (56.4 FT) WEST OF THE NEAR RAIL, 10.4 M (34.1 FT) NORTH OF THE
 BL1160'CENTER OF THE AVENUE, AND 5.4 M (17.7 FT) WEST OF THE CENTER OF SOUTH
 BL1160'PACIFIC STREET.  NOTE--ACCESS TO THE DISK IS THROUGH A 4-INCH PALSTIC
 BL1160'SCREW PLUG.
 BL1160'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 BL1160'THE MARK IS ABOVE LEVEL WITH THE STREET.
 BL1160
 BL1160                          STATION RECOVERY (2004)
 BL1160
 BL1160'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1160'RECOVERED IN GOOD CONDITION.
 BL1160
 BL1160                          STATION RECOVERY (2005)
 BL1160
 BL1160'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1160'FOUND AS DESCRIBED 1 FOOT NORTH OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1639 ***********************************************************************
 AW1639  DESIGNATION -  R 1204
 AW1639  PID         -  AW1639
 AW1639  STATE/COUNTY-  TX/GALVESTON
 AW1639  USGS QUAD   -  PORT BOLIVAR (1994)
 AW1639
 AW1639                         *CURRENT SURVEY CONTROL
 AW1639  ___________________________________________________________________
 AW1639* NAD 83(1986)-  29 22 45.     (N)    094 51 10.     (W)     SCALED    
 AW1639* NAVD 88     -         1.34   (+/-2cm)       4.4    (feet)  VERTCON   
 AW1639  ___________________________________________________________________
 AW1639  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW1639
 AW1639  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1639
 AW1639.The horizontal coordinates were scaled from a topographic map and have
 AW1639.an estimated accuracy of +/- 6 seconds.
 AW1639
 AW1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1639.The vertical order pertains to the NGVD 29 superseded value.
 AW1639
 AW1639.The geoid height was determined by GEOID03.
 AW1639
 AW1639;                    North         East    Units  Estimated Accuracy
 AW1639;SPC TXSC     - 4,178,460.    1,002,480.      MT  (+/- 180 meters Scaled)
 AW1639
 AW1639                          SUPERSEDED SURVEY CONTROL
 AW1639
 AW1639  NGVD 29 (??/??/92)    1.338  (m)            4.39   (f) ADJ UNCH    1 2
 AW1639
 AW1639.Superseded values are not recommended for survey control.
 AW1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1639.See file dsdata.txt to determine how the superseded data were derived.
 AW1639
 AW1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN201514(NAD 83)
 AW1639_MARKER: DB = BENCH MARK DISK
 AW1639_SETTING: 80 = SET IN A BOULDER
 AW1639_SP_SET: BOULDER
 AW1639_STAMPING: R 1204 1973
 AW1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1639+STABILITY: SURFACE MOTION
 AW1639
 AW1639  HISTORY     - Date     Condition        Report By
 AW1639  HISTORY     - 1973     MONUMENTED       NGS
 AW1639  HISTORY     - 1974     GOOD             NGS
 AW1639  HISTORY     - 1978     GOOD             NGS
 AW1639  HISTORY     - 1987     GOOD             USPSQD
 AW1639  HISTORY     - 1987     GOOD             USPSQD
 AW1639  HISTORY     - 1989     GOOD             USPSQD
 AW1639  HISTORY     - 1989     POOR             USPSQD
 AW1639  HISTORY     - 1990     GOOD             USPSQD
 AW1639  HISTORY     - 19940904 GOOD             USPSQD
 AW1639  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 AW1639  HISTORY     - 20041020 MARK NOT FOUND   USPSQD
 AW1639
 AW1639                          STATION DESCRIPTION
 AW1639
 AW1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1639'3.45 MI E FROM TEXAS CITY.
 AW1639'ABOUT 0.3 MILE NORTH ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW1639'CITY, THENCE 0.5 MILE EAST ALONG EIGHTH AVENUE NORTH, THENCE 2.65
 AW1639'MILES EAST ALONG TEXAS CITY DIKE, SOUTH OF AND ACROSS FROM THE PAVED
 AW1639'ROAD FROM A KNOLL, 98 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM POWER
 AW1639'POLE 31, ABOUT 30 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD ON
 AW1639'THE DIKE, SET IN THE TOP OF THE SOUTHWEST CORNER OF A 5 X 6 FT. FLAT
 AW1639'BOULDER ON THE NORTH SIDE OF RIP-RAP, AND EMBEDDED IN THE SOUTH
 AW1639'SHOULDER OF THE ROAD, ABOUT POST WEDGED IN THE ROCKS, AND ABOUT 1 FOOT
 AW1639'BELOW THE LEVEL OF THE ROAD.
 AW1639
 AW1639                          STATION RECOVERY (1974)
 AW1639
 AW1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1639'RECOVERED IN GOOD CONDITION.
 AW1639
 AW1639                          STATION RECOVERY (1978)
 AW1639
 AW1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1639'THE WITNESS POST IS NOW METAL AND 3 FEET SOUTHWEST OF THE MARK.
 AW1639
 AW1639                          STATION RECOVERY (1987)
 AW1639
 AW1639'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1639'RECOVERED IN GOOD CONDITION.
 AW1639
 AW1639                          STATION RECOVERY (1987)
 AW1639
 AW1639'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLA)
 AW1639'RECOVERED IN GOOD CONDITION.
 AW1639
 AW1639                          STATION RECOVERY (1989)
 AW1639
 AW1639'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1639'RECOVERED IN GOOD CONDITION.
 AW1639
 AW1639                          STATION RECOVERY (1989)
 AW1639
 AW1639'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1639'MARK RECOVERED IN POOR CONDITION.
 AW1639
 AW1639                          STATION RECOVERY (1990)
 AW1639
 AW1639'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1639'RECOVERED IN GOOD CONDITION.
 AW1639
 AW1639                          STATION RECOVERY (1994)
 AW1639
 AW1639'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1639'RECOVERED IN GOOD CONDITION.
 AW1639
 AW1639                          STATION RECOVERY (2002)
 AW1639
 AW1639'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1639'MARK NOT FOUND.
 AW1639
 AW1639                          STATION RECOVERY (2004)
 AW1639
 AW1639'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1713 ***********************************************************************
 AW1713  DESIGNATION -  R 1205
 AW1713  PID         -  AW1713
 AW1713  STATE/COUNTY-  TX/HARRIS
 AW1713  USGS QUAD   -  PASADENA (1995)
 AW1713
 AW1713                         *CURRENT SURVEY CONTROL
 AW1713  ___________________________________________________________________
 AW1713* NAD 83(1986)-  29 42 46.     (N)    095 11 52.     (W)     SCALED    
 AW1713* NAVD 88     -         7.477  (meters)      24.53   (feet)  ADJUSTED  
 AW1713  ___________________________________________________________________
 AW1713  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1713  DYNAMIC HT  -           7.467 (meters)      24.50  (feet)  COMP
 AW1713  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AW1713  OBS GRAVITY -     979,287.5   (mgal)                       GRAV_OBS
 AW1713
 AW1713  VERT ORDER  -  FIRST     CLASS I
 AW1713
 AW1713.The horizontal coordinates were scaled from a topographic map and have
 AW1713.an estimated accuracy of +/- 6 seconds.
 AW1713
 AW1713.The orthometric height was determined by differential leveling
 AW1713.and adjusted by the National Geodetic Survey in June 1991..
 AW1713
 AW1713.The geoid height was determined by GEOID03.
 AW1713
 AW1713.The dynamic height is computed by dividing the NAVD 88
 AW1713.geopotential number by the normal gravity value computed on the
 AW1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1713.degrees latitude (g = 980.6199 gals.).
 AW1713
 AW1713.The modeled gravity was interpolated from observed gravity values.
 AW1713.The observed gravity was obtained from relative gravimeter ties
 AW1713.to the IGSN71 gravity network.
 AW1713
 AW1713;                    North         East    Units  Estimated Accuracy
 AW1713;SPC TXSC     - 4,214,270.      967,810.      MT  (+/- 180 meters Scaled)
 AW1713
 AW1713                          SUPERSEDED SURVEY CONTROL
 AW1713
 AW1713  NGVD 29 (12/23/87)    7.474  (m)           24.52   (f) ADJUSTED    1 1
 AW1713
 AW1713.Superseded values are not recommended for survey control.
 AW1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1713.See file dsdata.txt to determine how the superseded data were derived.
 AW1713
 AW1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN873889(NAD 83)
 AW1713_MARKER: DB = BENCH MARK DISK
 AW1713_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1713+WITH SETTING: PAVEMENT
 AW1713_SP_SET: FOUNDATION
 AW1713_STAMPING: R 1205 1973
 AW1713_MARK LOGO: NGS   
 AW1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1713+STABILITY: SURFACE MOTION
 AW1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW1713+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 AW1713
 AW1713  HISTORY     - Date     Condition        Report By
 AW1713  HISTORY     - 1973     MONUMENTED       NGS
 AW1713  HISTORY     - 1976     GOOD             NGS
 AW1713  HISTORY     - 1976     GOOD             NGS
 AW1713  HISTORY     - 1978     GOOD             NGS
 AW1713  HISTORY     - 1983     GOOD             NGS
 AW1713  HISTORY     - 1986     GOOD             NGS
 AW1713  HISTORY     - 1987     GOOD             USPSQD
 AW1713  HISTORY     - 1987     GOOD             USPSQD
 AW1713  HISTORY     - 1987     GOOD             USPSQD
 AW1713  HISTORY     - 1987     GOOD             USPSQD
 AW1713  HISTORY     - 1987     GOOD             USPSQD
 AW1713  HISTORY     - 1987     GOOD             USPSQD
 AW1713  HISTORY     - 1987     GOOD             USPSQD
 AW1713  HISTORY     - 1987     GOOD             USPSQD
 AW1713  HISTORY     - 1988     GOOD             USPSQD
 AW1713  HISTORY     - 1988     GOOD             USPSQD
 AW1713  HISTORY     - 1988     GOOD             USPSQD
 AW1713  HISTORY     - 1988     GOOD             USPSQD
 AW1713  HISTORY     - 1988     GOOD             USPSQD
 AW1713  HISTORY     - 1988     GOOD             USPSQD
 AW1713  HISTORY     - 1988     GOOD             USPSQD
 AW1713  HISTORY     - 1988     GOOD             USPSQD
 AW1713  HISTORY     - 1989     GOOD             USPSQD
 AW1713  HISTORY     - 1989     GOOD             USPSQD
 AW1713  HISTORY     - 1989     GOOD             USPSQD
 AW1713  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1713  HISTORY     - 1990     GOOD             USPSQD
 AW1713  HISTORY     - 1990     GOOD             USPSQD
 AW1713  HISTORY     - 19980226 GOOD             USPSQD
 AW1713  HISTORY     - 19981017 GOOD             USPSQD
 AW1713  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW1713  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1713  HISTORY     - 20041126 GOOD             USPSQD
 AW1713
 AW1713                          STATION DESCRIPTION
 AW1713
 AW1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1713'1.45 MI E FROM PASADENA.
 AW1713'ABOUT 1.45 MILES EAST ALONG THE PASADENA FRWY. FROM THE SOUTH RICHEY
 AW1713'ST. OVERPASS AT PASADENA, AT THE PASADENA FWY. OVERPASS OVER RED BLUFF
 AW1713'RD., DIRECTLY BELOW AND NEAR THE CENTER OF THE OVERPASS, 16 FEET WEST
 AW1713'OF THE WEST CONCRETE CURB OF THE SOUTHBOUND LANE OF RED BLUFF RD.,
 AW1713'12.7 FEET EAST OF THE EAST CONCRETE CURBING OF THE U-TURN BELOW THE
 AW1713'OVERPASS, 1.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 AW1713'FOUNDATION OF 2 TRAFFIC SIGNAL BOXES, SET IN THE TOP OF THE SOUTHWEST
 AW1713'CORNER OF THE CONCRETE FOUNDATION OF A STEEL MANHOLE COVER, AND ABOUT
 AW1713'10 INCHES ABOVE THE LEVEL OF THE ROAD.
 AW1713
 AW1713                          STATION RECOVERY (1976)
 AW1713
 AW1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1976)
 AW1713
 AW1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1978)
 AW1713
 AW1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1983)
 AW1713
 AW1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1986)
 AW1713
 AW1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1987)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1987)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1987)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1987)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1987)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1987)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1987)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1987)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1988)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1988)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1988)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCA)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1988)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1988)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1988)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1988)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1988)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1989)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1989)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1989)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1990)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1713'MARK NOT FOUND.
 AW1713
 AW1713                          STATION RECOVERY (1990)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1990)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1998)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1998)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1713'RECOVERED IN GOOD CONDITION.
 AW1713
 AW1713                          STATION RECOVERY (1999)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1713'MARK NOT FOUND.
 AW1713
 AW1713                          STATION RECOVERY (2001)
 AW1713
 AW1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1713'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1713
 AW1713                          STATION RECOVERY (2004)
 AW1713
 AW1713'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1713'ORANGE PAINT AROUND THE MARK. 10 FOOT WEST OF SIGH SAYING BELTWAY 8
 AW1713'TOLL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1166 ***********************************************************************
 AW1166  DESIGNATION -  R 1206
 AW1166  PID         -  AW1166
 AW1166  STATE/COUNTY-  TX/BRAZORIA
 AW1166  USGS QUAD   -  DANBURY (1974)
 AW1166
 AW1166                         *CURRENT SURVEY CONTROL
 AW1166  ___________________________________________________________________
 AW1166* NAD 83(1986)-  29 12 35.     (N)    095 21 55.     (W)     SCALED    
 AW1166* NAVD 88     -         7.13   (+/-2cm)      23.4    (feet)  VERTCON   
 AW1166  ___________________________________________________________________
 AW1166  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW1166
 AW1166  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1166
 AW1166.The horizontal coordinates were scaled from a topographic map and have
 AW1166.an estimated accuracy of +/- 6 seconds.
 AW1166
 AW1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1166.The vertical order pertains to the NGVD 29 superseded value.
 AW1166
 AW1166.The geoid height was determined by GEOID03.
 AW1166
 AW1166;                    North         East    Units  Estimated Accuracy
 AW1166;SPC TXSC     - 4,158,030.      953,340.      MT  (+/- 180 meters Scaled)
 AW1166
 AW1166                          SUPERSEDED SURVEY CONTROL
 AW1166
 AW1166  NGVD 29 (??/??/92)    7.139  (m)           23.42   (f) ADJ UNCH    1 1
 AW1166
 AW1166.Superseded values are not recommended for survey control.
 AW1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1166.See file dsdata.txt to determine how the superseded data were derived.
 AW1166
 AW1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN700335(NAD 83)
 AW1166_MARKER: DB = BENCH MARK DISK
 AW1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1166_SP_SET: ABUTMENT
 AW1166_STAMPING: R 1206 1973
 AW1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1166
 AW1166  HISTORY     - Date     Condition        Report By
 AW1166  HISTORY     - 1973     MONUMENTED       NGS
 AW1166  HISTORY     - 1978     GOOD             NGS
 AW1166  HISTORY     - 1987     GOOD             USPSQD
 AW1166  HISTORY     - 1987     GOOD             USPSQD
 AW1166  HISTORY     - 1990     GOOD             USPSQD
 AW1166  HISTORY     - 1991     GOOD             USPSQD
 AW1166
 AW1166                          STATION DESCRIPTION
 AW1166
 AW1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1166'5.45 MI NE FROM ANGLETON.
 AW1166'5.45 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1166'STATION AT ANGLETON, 12 POLES SOUTHWEST OF MILEPOLE 326, 0.45 MILE
 AW1166'SOUTHWEST OF THE CROSSING OF COUNTY ROAD 366, IN THE TOP AND 0.9 FOOT
 AW1166'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 AW1166'BRIDGE 325.6, 6.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1
 AW1166'FOOT LOWER THAN THE TRACK.
 AW1166
 AW1166                          STATION RECOVERY (1978)
 AW1166
 AW1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1166'RECOVERED IN GOOD CONDITION.
 AW1166
 AW1166                          STATION RECOVERY (1987)
 AW1166
 AW1166'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1166'RECOVERED IN GOOD CONDITION.
 AW1166
 AW1166                          STATION RECOVERY (1987)
 AW1166
 AW1166'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1166'RECOVERED IN GOOD CONDITION.
 AW1166
 AW1166                          STATION RECOVERY (1990)
 AW1166
 AW1166'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1166'RECOVERED IN GOOD CONDITION.
 AW1166
 AW1166                          STATION RECOVERY (1991)
 AW1166
 AW1166'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1194 ***********************************************************************
 AW1194  DESIGNATION -  R 1207
 AW1194  PID         -  AW1194
 AW1194  STATE/COUNTY-  TX/BRAZORIA
 AW1194  USGS QUAD   -  SWEENY (1972)
 AW1194
 AW1194                         *CURRENT SURVEY CONTROL
 AW1194  ___________________________________________________________________
 AW1194* NAD 83(1986)-  29 02 25.     (N)    095 38 58.     (W)     SCALED    
 AW1194* NAVD 88     -         5.58   (+/-2cm)      18.3    (feet)  VERTCON   
 AW1194  ___________________________________________________________________
 AW1194  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW1194
 AW1194  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1194
 AW1194.The horizontal coordinates were scaled from a topographic map and have
 AW1194.an estimated accuracy of +/- 6 seconds.
 AW1194
 AW1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1194.The vertical order pertains to the NGVD 29 superseded value.
 AW1194
 AW1194.The geoid height was determined by GEOID03.
 AW1194
 AW1194;                    North         East    Units  Estimated Accuracy
 AW1194;SPC TXSC     - 4,138,440.      926,260.      MT  (+/- 180 meters Scaled)
 AW1194
 AW1194                          SUPERSEDED SURVEY CONTROL
 AW1194
 AW1194  NGVD 29 (??/??/92)    5.596  (m)           18.36   (f) ADJ UNCH    1 1
 AW1194
 AW1194.Superseded values are not recommended for survey control.
 AW1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1194.See file dsdata.txt to determine how the superseded data were derived.
 AW1194
 AW1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN419153(NAD 83)
 AW1194_MARKER: DB = BENCH MARK DISK
 AW1194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1194_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1194_STAMPING: R 1207 1972
 AW1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1194
 AW1194  HISTORY     - Date     Condition        Report By
 AW1194  HISTORY     - 1972     MONUMENTED       NGS
 AW1194  HISTORY     - 1973     GOOD             NGS
 AW1194  HISTORY     - 1978     GOOD             NGS
 AW1194  HISTORY     - 1988     GOOD             USPSQD
 AW1194
 AW1194                          STATION DESCRIPTION
 AW1194
 AW1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1194'3.0 MI E FROM SWEENY.
 AW1194'3.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW1194'SWEENY, 35.5 FEET SOUTH OF THE SOUTH RAIL, 39.0 FEET NORTH OF THE
 AW1194'CENTER LINE OF A ROAD, 40.9 FEET SOUTHEAST OF THE CENTER OF A SHELL
 AW1194'ROAD CROSSING NORTH, 1.4 FEET WEST OF A POWER POLE WITH TRANSFORMER,
 AW1194'1.1 FEET EAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, A
 AW1194'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD 4 FOOT LONG THAT IS
 AW1194'ATTACHED TO A METAL BASE PLATE, THE UPPER PORTION WHICH IS PROTECTED
 AW1194'BY A PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AW1194
 AW1194                          STATION RECOVERY (1978)
 AW1194
 AW1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1194'RECOVERED IN GOOD CONDITION.
 AW1194
 AW1194                          STATION RECOVERY (1988)
 AW1194
 AW1194'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0571 ***********************************************************************
 AW0571  DESIGNATION -  R 1208
 AW0571  PID         -  AW0571
 AW0571  STATE/COUNTY-  TX/GALVESTON
 AW0571  USGS QUAD   -  GALVESTON (1994)
 AW0571
 AW0571                         *CURRENT SURVEY CONTROL
 AW0571  ___________________________________________________________________
 AW0571* NAD 83(1986)-  29 18 38.     (N)    094 46 46.     (W)     SCALED    
 AW0571* NAVD 88     -         3.339  (meters)      10.95   (feet)  ADJUSTED  
 AW0571  ___________________________________________________________________
 AW0571  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW0571  DYNAMIC HT  -           3.335 (meters)      10.94  (feet)  COMP
 AW0571  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 AW0571
 AW0571  VERT ORDER  -  FIRST     CLASS I
 AW0571
 AW0571.The horizontal coordinates were scaled from a topographic map and have
 AW0571.an estimated accuracy of +/- 6 seconds.
 AW0571
 AW0571.The orthometric height was determined by differential leveling
 AW0571.and adjusted by the National Geodetic Survey in June 1991..
 AW0571
 AW0571.The geoid height was determined by GEOID03.
 AW0571
 AW0571.The dynamic height is computed by dividing the NAVD 88
 AW0571.geopotential number by the normal gravity value computed on the
 AW0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0571.degrees latitude (g = 980.6199 gals.).
 AW0571
 AW0571.The modeled gravity was interpolated from observed gravity values.
 AW0571
 AW0571;                    North         East    Units  Estimated Accuracy
 AW0571;SPC TXSC     - 4,171,110.    1,009,870.      MT  (+/- 180 meters Scaled)
 AW0571
 AW0571                          SUPERSEDED SURVEY CONTROL
 AW0571
 AW0571  NGVD 29 (12/23/87)    3.336  (m)           10.94   (f) ADJUSTED    1 1
 AW0571
 AW0571.Superseded values are not recommended for survey control.
 AW0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0571.See file dsdata.txt to determine how the superseded data were derived.
 AW0571
 AW0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN271437(NAD 83)
 AW0571_MARKER: DB = BENCH MARK DISK
 AW0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0571_SP_SET: MANHOLE
 AW0571_STAMPING: R 1208 1973
 AW0571_MARK LOGO: NGS   
 AW0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0571+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2003
 AW0571
 AW0571  HISTORY     - Date     Condition        Report By
 AW0571  HISTORY     - 1973     MONUMENTED       NGS
 AW0571  HISTORY     - 1978     GOOD             NGS
 AW0571  HISTORY     - 1987     GOOD             USPSQD
 AW0571  HISTORY     - 1987     GOOD             USPSQD
 AW0571  HISTORY     - 1987     GOOD             USPSQD
 AW0571  HISTORY     - 1987     GOOD             USPSQD
 AW0571  HISTORY     - 1987     GOOD             NGS
 AW0571  HISTORY     - 1988     GOOD             USPSQD
 AW0571  HISTORY     - 1988     GOOD             USPSQD
 AW0571  HISTORY     - 1988     GOOD             USPSQD
 AW0571  HISTORY     - 1988     GOOD             USPSQD
 AW0571  HISTORY     - 1988     GOOD             USPSQD
 AW0571  HISTORY     - 1989     GOOD             USPSQD
 AW0571  HISTORY     - 1989     GOOD             USPSQD
 AW0571  HISTORY     - 1990     GOOD             USPSQD
 AW0571  HISTORY     - 19910406 GOOD             USPSQD
 AW0571  HISTORY     - 19940917 GOOD             USPSQD
 AW0571  HISTORY     - 20010730 GOOD             NGS
 AW0571  HISTORY     - 20031211 GOOD             USPSQD
 AW0571  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW0571
 AW0571                          STATION DESCRIPTION
 AW0571
 AW0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0571'IN GALVESTON.
 AW0571'AT GALVESTON, ALONG TEXAS STREET BETWEEN 9TH AND 11TH STREETS, AT THE
 AW0571'UNIVERSITY OF TEXAS MEDICAL BRANCH, 13.6 FEET SOUTHWEST OF THE
 AW0571'NORTHWEST CORNER OF THE KEILLER BUILDING, IN THE NORTHEAST CORNER OF A
 AW0571'6-BY 6-FOOT CONCRETE MANHOLE FOR THE UTILITY STEAM AND CHILL LINE, 36
 AW0571'FEET SOUTH OF THE CENTER LINE OF THE STREET, ABOUT 3 FEET HIGHER THAN
 AW0571'THE STREET, AND 1/2 FOOT ABOVE THE GROUND.
 AW0571
 AW0571                          STATION RECOVERY (1978)
 AW0571
 AW0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1987)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1987)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1987)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1987 (PSM)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1987)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1987)
 AW0571
 AW0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1988)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1988)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1988)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1988)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1988)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1989)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1989)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1990)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1991)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (1994)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (2001)
 AW0571
 AW0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0571'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0571
 AW0571                          STATION RECOVERY (2003)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0571'RECOVERED IN GOOD CONDITION.
 AW0571
 AW0571                          STATION RECOVERY (2004)
 AW0571
 AW0571'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0050 ***********************************************************************
 AW0050  DESIGNATION -  R 1209
 AW0050  PID         -  AW0050
 AW0050  STATE/COUNTY-  TX/BRAZORIA
 AW0050  USGS QUAD   -  OYSTER CREEK (1974)
 AW0050
 AW0050                         *CURRENT SURVEY CONTROL
 AW0050  ___________________________________________________________________
 AW0050* NAD 83(1986)-  29 02 51.     (N)    095 20 28.     (W)     SCALED    
 AW0050* NAVD 88     -         2.66   (+/-2cm)       8.7    (feet)  VERTCON   
 AW0050  ___________________________________________________________________
 AW0050  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW0050
 AW0050  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0050
 AW0050.The horizontal coordinates were scaled from a topographic map and have
 AW0050.an estimated accuracy of +/- 6 seconds.
 AW0050
 AW0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0050.The vertical order pertains to the NGVD 29 superseded value.
 AW0050
 AW0050.The geoid height was determined by GEOID03.
 AW0050
 AW0050;                    North         East    Units  Estimated Accuracy
 AW0050;SPC TXSC     - 4,140,140.      956,250.      MT  (+/- 180 meters Scaled)
 AW0050
 AW0050                          SUPERSEDED SURVEY CONTROL
 AW0050
 AW0050  NGVD 29 (??/??/92)    2.671  (m)            8.76   (f) ADJ UNCH    1 1
 AW0050
 AW0050.Superseded values are not recommended for survey control.
 AW0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0050.See file dsdata.txt to determine how the superseded data were derived.
 AW0050
 AW0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN720155(NAD 83)
 AW0050_MARKER: DB = BENCH MARK DISK
 AW0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0050_SP_SET: CULVERT
 AW0050_STAMPING: R 1209 1973
 AW0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0050
 AW0050  HISTORY     - Date     Condition        Report By
 AW0050  HISTORY     - 1973     MONUMENTED       NGS
 AW0050  HISTORY     - 1978     GOOD             NGS
 AW0050  HISTORY     - 1990     GOOD             USPSQD
 AW0050  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0050
 AW0050                          STATION DESCRIPTION
 AW0050
 AW0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0050'6.75 MI N FROM FREEPORT.
 AW0050'6.75 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0050'BOULEVARD AT FREEPORT, 0.05 MILE SOUTHEAST OF THE JUNCTION OF COUNTY
 AW0050'ROAD 227, AT THE CROSSING OF AN ABANDONED RAILROAD, IN THE TOP AND 0.6
 AW0050'FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 AW0050'WALL OF A 36-INCH PIPE CULVERT, 34 FEET NORTHEAST OF THE CENTER LINE
 AW0050'OF THE ROAD, 31.7 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1
 AW0050'1/2 FEET LOWER THAN THE ROAD.
 AW0050
 AW0050                          STATION RECOVERY (1978)
 AW0050
 AW0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0050'RECOVERED IN GOOD CONDITION.
 AW0050
 AW0050                          STATION RECOVERY (1990)
 AW0050
 AW0050'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0050'RECOVERED IN GOOD CONDITION.
 AW0050
 AW0050                          STATION RECOVERY (2003)
 AW0050
 AW0050'RECOVERY NOTE BY US POWER SQUADRON 2003 (AB)
 AW0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1292 ***********************************************************************
 AX1292  DESIGNATION -  R 121
 AX1292  PID         -  AX1292
 AX1292  STATE/COUNTY-  TX/LAVACA
 AX1292  USGS QUAD   -  MOULTON (1981)
 AX1292
 AX1292                         *CURRENT SURVEY CONTROL
 AX1292  ___________________________________________________________________
 AX1292* NAD 83(1986)-  29 34 43.     (N)    097 08 53.     (W)     SCALED    
 AX1292* NAVD 88     -       131.05   (+/-2cm)     430.0    (feet)  VERTCON   
 AX1292  ___________________________________________________________________
 AX1292  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AX1292
 AX1292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1292
 AX1292.The horizontal coordinates were scaled from a topographic map and have
 AX1292.an estimated accuracy of +/- 6 seconds.
 AX1292
 AX1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1292.The vertical order pertains to the NGVD 29 superseded value.
 AX1292
 AX1292.The geoid height was determined by GEOID03.
 AX1292
 AX1292;                    North         East    Units  Estimated Accuracy
 AX1292;SPC TXSC     - 4,194,840.      779,410.      MT  (+/- 180 meters Scaled)
 AX1292
 AX1292                          SUPERSEDED SURVEY CONTROL
 AX1292
 AX1292  NGVD 29 (??/??/92)  131.019  (m)          429.85   (f) ADJ UNCH    2 0
 AX1292
 AX1292.Superseded values are not recommended for survey control.
 AX1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1292.See file dsdata.txt to determine how the superseded data were derived.
 AX1292
 AX1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT793735(NAD 83)
 AX1292_MARKER: DB = BENCH MARK DISK
 AX1292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1292_SP_SET: BUILDING
 AX1292_STAMPING: R 121 1933
 AX1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1292
 AX1292  HISTORY     - Date     Condition        Report By
 AX1292  HISTORY     - 1933     MONUMENTED       CGS
 AX1292  HISTORY     - 1943     GOOD             NGS
 AX1292  HISTORY     - 1987     GOOD             USPSQD
 AX1292  HISTORY     - 1988     GOOD             USPSQD
 AX1292  HISTORY     - 1989     GOOD             USPSQD
 AX1292  HISTORY     - 19970607 GOOD             USPSQD
 AX1292
 AX1292                          STATION DESCRIPTION
 AX1292
 AX1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1292'IN MOULTON.
 AX1292'BENCH MARK IS AT THE MOULTON HIGH SCHOOL AND SET
 AX1292'VERTICALLY IN THE SOUTHEAST CORNER OF THE SAM AND WILL MOORE INSTITUTE
 AX1292'JUST BELOW THE CORNER STONE.  A DISK SET IN A DRILL HOLE.
 AX1292
 AX1292                          STATION RECOVERY (1987)
 AX1292
 AX1292'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1292'RECOVERED IN GOOD CONDITION.
 AX1292
 AX1292                          STATION RECOVERY (1988)
 AX1292
 AX1292'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1292'RECOVERED IN GOOD CONDITION.
 AX1292
 AX1292                          STATION RECOVERY (1989)
 AX1292
 AX1292'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1292'RECOVERED IN GOOD CONDITION.
 AX1292
 AX1292                          STATION RECOVERY (1997)
 AX1292
 AX1292'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2299 ***********************************************************************
 AW2299  DESIGNATION -  R 1211
 AW2299  PID         -  AW2299
 AW2299  STATE/COUNTY-  TX/HARRIS
 AW2299  USGS QUAD   -  BELLAIRE (1995)
 AW2299
 AW2299                         *CURRENT SURVEY CONTROL
 AW2299  ___________________________________________________________________
 AW2299* NAD 83(1986)-  29 39 24.     (N)    095 26 28.     (W)     SCALED    
 AW2299* NAVD 88     -        20.557  (meters)      67.44   (feet)  ADJUSTED  
 AW2299  ___________________________________________________________________
 AW2299  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2299  DYNAMIC HT  -          20.529 (meters)      67.35  (feet)  COMP
 AW2299  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 AW2299
 AW2299  VERT ORDER  -  FIRST     CLASS II
 AW2299
 AW2299.The horizontal coordinates were scaled from a topographic map and have
 AW2299.an estimated accuracy of +/- 6 seconds.
 AW2299
 AW2299.The orthometric height was determined by differential leveling
 AW2299.and adjusted by the National Geodetic Survey in June 1991..
 AW2299
 AW2299.The geoid height was determined by GEOID03.
 AW2299
 AW2299.The dynamic height is computed by dividing the NAVD 88
 AW2299.geopotential number by the normal gravity value computed on the
 AW2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2299.degrees latitude (g = 980.6199 gals.).
 AW2299
 AW2299.The modeled gravity was interpolated from observed gravity values.
 AW2299
 AW2299;                    North         East    Units  Estimated Accuracy
 AW2299;SPC TXSC     - 4,207,320.      944,470.      MT  (+/- 180 meters Scaled)
 AW2299
 AW2299                          SUPERSEDED SURVEY CONTROL
 AW2299
 AW2299  NGVD 29 (12/23/87)   20.553  (m)           67.43   (f) ADJUSTED    1 2
 AW2299
 AW2299.Superseded values are not recommended for survey control.
 AW2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2299.See file dsdata.txt to determine how the superseded data were derived.
 AW2299
 AW2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN637832(NAD 83)
 AW2299_MARKER: DB = BENCH MARK DISK
 AW2299_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2299_SP_SET: OVERPASS PIER
 AW2299_STAMPING: R 1211 1973
 AW2299_MARK LOGO: NGS   
 AW2299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2299
 AW2299  HISTORY     - Date     Condition        Report By
 AW2299  HISTORY     - 1973     MONUMENTED       NGS
 AW2299  HISTORY     - 1978     GOOD             NGS
 AW2299  HISTORY     - 1986     GOOD             NGS
 AW2299  HISTORY     - 1987     GOOD             USPSQD
 AW2299  HISTORY     - 1987     GOOD             USPSQD
 AW2299  HISTORY     - 19940814 GOOD             USPSQD
 AW2299  HISTORY     - 20040324 GOOD             USPSQD
 AW2299
 AW2299                          STATION DESCRIPTION
 AW2299
 AW2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2299'6.45 MI SW FROM HOUSTON.
 AW2299'6.45 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2299'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, AT THE U.S. HIGHWAY
 AW2299'90 ALT. (S. MAIN STREET) WESTBOUND LANES OVERPASS OVER THE RAILROAD,
 AW2299'SET VERTICALLY IN THE NORTHWEST FACE OF THE NORTHEAST ONE OF THE FIRST
 AW2299'ROW OF PIERS SOUTHEAST OF THE RAILROAD, 7.8 FEET SOUTHEAST OF THE
 AW2299'SOUTHEAST RAIL, ABOUT 2 1/2 FEET HIGHER THAN THE TRACK, AND 4.0 FEET
 AW2299'ABOVE THE GROUND.
 AW2299
 AW2299                          STATION RECOVERY (1978)
 AW2299
 AW2299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2299'RECOVERED IN GOOD CONDITION.
 AW2299
 AW2299                          STATION RECOVERY (1986)
 AW2299
 AW2299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2299'RECOVERED IN GOOD CONDITION.
 AW2299
 AW2299                          STATION RECOVERY (1987)
 AW2299
 AW2299'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2299'RECOVERED IN GOOD CONDITION.
 AW2299
 AW2299                          STATION RECOVERY (1987)
 AW2299
 AW2299'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2299'RECOVERED IN GOOD CONDITION.
 AW2299
 AW2299                          STATION RECOVERY (1994)
 AW2299
 AW2299'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2299'RECOVERED IN GOOD CONDITION.
 AW2299
 AW2299                          STATION RECOVERY (2004)
 AW2299
 AW2299'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2169 ***********************************************************************
 AW2169  DESIGNATION -  R 1212
 AW2169  PID         -  AW2169
 AW2169  STATE/COUNTY-  TX/FORT BEND
 AW2169  USGS QUAD   -  KATY (1980)
 AW2169
 AW2169                         *CURRENT SURVEY CONTROL
 AW2169  ___________________________________________________________________
 AW2169* NAD 83(1986)-  29 46 37.     (N)    095 49 10.     (W)     SCALED    
 AW2169* NAVD 88     -        49.122  (meters)     161.16   (feet)  ADJUSTED  
 AW2169  ___________________________________________________________________
 AW2169  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW2169  DYNAMIC HT  -          49.055 (meters)     160.94  (feet)  COMP
 AW2169  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 AW2169
 AW2169  VERT ORDER  -  FIRST     CLASS II
 AW2169
 AW2169.The horizontal coordinates were scaled from a topographic map and have
 AW2169.an estimated accuracy of +/- 6 seconds.
 AW2169
 AW2169.The orthometric height was determined by differential leveling
 AW2169.and adjusted by the National Geodetic Survey in June 1991..
 AW2169
 AW2169.The geoid height was determined by GEOID03.
 AW2169
 AW2169.The dynamic height is computed by dividing the NAVD 88
 AW2169.geopotential number by the normal gravity value computed on the
 AW2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2169.degrees latitude (g = 980.6199 gals.).
 AW2169
 AW2169.The modeled gravity was interpolated from observed gravity values.
 AW2169
 AW2169;                    North         East    Units  Estimated Accuracy
 AW2169;SPC TXSC     - 4,219,590.      907,490.      MT  (+/- 180 meters Scaled)
 AW2169
 AW2169                          SUPERSEDED SURVEY CONTROL
 AW2169
 AW2169  NGVD 29 (12/23/87)   49.110  (m)          161.12   (f) ADJUSTED    1 2
 AW2169
 AW2169.Superseded values are not recommended for survey control.
 AW2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2169.See file dsdata.txt to determine how the superseded data were derived.
 AW2169
 AW2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN274974(NAD 83)
 AW2169_MARKER: DB = BENCH MARK DISK
 AW2169_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2169_SP_SET: OVERPASS ABUTMENT
 AW2169_STAMPING: R 1212 1973
 AW2169_MARK LOGO: NGS   
 AW2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2169
 AW2169  HISTORY     - Date     Condition        Report By
 AW2169  HISTORY     - 1973     MONUMENTED       NGS
 AW2169  HISTORY     - 1978     GOOD             NGS
 AW2169  HISTORY     - 1986     GOOD             NGS
 AW2169  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2169  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW2169  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AW2169
 AW2169                          STATION DESCRIPTION
 AW2169
 AW2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2169'0.65 MI S FROM KATY.
 AW2169'0.65 MILE SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI, KANSAS-TEXAS
 AW2169'RAILROAD STATION AT KATY, AT PIN OAK ROAD OVERPASS OVER INTERSTATE
 AW2169'HIGHWAY 10, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 AW2169'OF THE OVERPASS, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 AW2169'ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW2169
 AW2169                          STATION RECOVERY (1978)
 AW2169
 AW2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2169'RECOVERED IN GOOD CONDITION.
 AW2169
 AW2169                          STATION RECOVERY (1986)
 AW2169
 AW2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2169'RECOVERED IN GOOD CONDITION.
 AW2169
 AW2169                          STATION RECOVERY (1994)
 AW2169
 AW2169'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2169'MARK NOT FOUND.
 AW2169
 AW2169                          STATION RECOVERY (2004)
 AW2169
 AW2169'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2169'MARK NOT FOUND.
 AW2169
 AW2169                          STATION RECOVERY (2004)
 AW2169
 AW2169'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AW2169'OVERPASS HAS BEEN WIDENED TO ACCOMMODATE INCREASED TRAFFIC FLOW TO THE
 AW2169'KATY MILLS MALL AND MARKER PROBABLY NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4225 ***********************************************************************
 AW4225  DESIGNATION -  R 1213
 AW4225  PID         -  AW4225
 AW4225  STATE/COUNTY-  TX/FORT BEND
 AW4225  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4225
 AW4225                         *CURRENT SURVEY CONTROL
 AW4225  ___________________________________________________________________
 AW4225* NAD 83(1986)-  29 24 05.     (N)    095 43 18.     (W)     SCALED    
 AW4225* NAVD 88     -        19.598  (meters)      64.30   (feet)  ADJUSTED  
 AW4225  ___________________________________________________________________
 AW4225  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW4225  DYNAMIC HT  -          19.571 (meters)      64.21  (feet)  COMP
 AW4225  MODELED GRAV-     979,256.7   (mgal)                       NAVD 88
 AW4225
 AW4225  VERT ORDER  -  FIRST     CLASS II
 AW4225
 AW4225.The horizontal coordinates were scaled from a topographic map and have
 AW4225.an estimated accuracy of +/- 6 seconds.
 AW4225
 AW4225.The orthometric height was determined by differential leveling
 AW4225.and adjusted by the National Geodetic Survey in June 1991..
 AW4225
 AW4225.The geoid height was determined by GEOID03.
 AW4225
 AW4225.The dynamic height is computed by dividing the NAVD 88
 AW4225.geopotential number by the normal gravity value computed on the
 AW4225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4225.degrees latitude (g = 980.6199 gals.).
 AW4225
 AW4225.The modeled gravity was interpolated from observed gravity values.
 AW4225
 AW4225;                    North         East    Units  Estimated Accuracy
 AW4225;SPC TXSC     - 4,178,240.      918,110.      MT  (+/- 180 meters Scaled)
 AW4225
 AW4225                          SUPERSEDED SURVEY CONTROL
 AW4225
 AW4225  NGVD 29 (12/23/87)   19.594  (m)           64.28   (f) ADJUSTED    1 2
 AW4225
 AW4225.Superseded values are not recommended for survey control.
 AW4225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4225.See file dsdata.txt to determine how the superseded data were derived.
 AW4225
 AW4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN358555(NAD 83)
 AW4225_MARKER: DB = BENCH MARK DISK
 AW4225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4225_SP_SET: CULVERT HEADWALL
 AW4225_STAMPING: R 1213 1973
 AW4225_MARK LOGO: NGS   
 AW4225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4225+STABILITY: SURFACE MOTION
 AW4225
 AW4225  HISTORY     - Date     Condition        Report By
 AW4225  HISTORY     - 1973     MONUMENTED       NGS
 AW4225  HISTORY     - 1977     GOOD             USPSQD
 AW4225  HISTORY     - 1986     GOOD             NGS
 AW4225  HISTORY     - 1989     GOOD             USPSQD
 AW4225  HISTORY     - 19960622 GOOD             USPSQD
 AW4225  HISTORY     - 19980103 GOOD             USPSQD
 AW4225  HISTORY     - 19981121 GOOD             USPSQD
 AW4225
 AW4225                          STATION DESCRIPTION
 AW4225
 AW4225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4225'4.9 MI NE FROM GUY.
 AW4225'4.9 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4225'HIGHWAY 36 AT GUY, 0.4 MILE NORTHEAST OF THE JUNCTION OF DAVIS ESTATE
 AW4225'ROAD SOUTHEAST, IN THE TOP AND 0.9 FOOT SOUTHWEST OF THE NORTHEAST END
 AW4225'OF THE SOUTHEAST CONCRETE HEADWALL OF TRIPLE CONCRETE BOX CULVERTS, 19
 AW4225'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 AW4225'LOWER THAN THE ROAD.
 AW4225
 AW4225                          STATION RECOVERY (1977)
 AW4225
 AW4225'RECOVERY NOTE BY US POWER SQUADRON 1977 (JRM)
 AW4225'RECOVERED IN GOOD CONDITION.
 AW4225
 AW4225                          STATION RECOVERY (1986)
 AW4225
 AW4225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4225'RECOVERED IN GOOD CONDITION.
 AW4225
 AW4225                          STATION RECOVERY (1989)
 AW4225
 AW4225'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4225'RECOVERED IN GOOD CONDITION.
 AW4225
 AW4225                          STATION RECOVERY (1996)
 AW4225
 AW4225'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4225'RECOVERED IN GOOD CONDITION.
 AW4225
 AW4225                          STATION RECOVERY (1998)
 AW4225
 AW4225'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4225'RECOVERED IN GOOD CONDITION.
 AW4225
 AW4225                          STATION RECOVERY (1998)
 AW4225
 AW4225'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2039 ***********************************************************************
 AW2039  DESIGNATION -  R 1214
 AW2039  PID         -  AW2039
 AW2039  STATE/COUNTY-  TX/FORT BEND
 AW2039  USGS QUAD   -  ALMEDA (1995)
 AW2039
 AW2039                         *CURRENT SURVEY CONTROL
 AW2039  ___________________________________________________________________
 AW2039* NAD 83(1986)-  29 33 36.     (N)    095 26 25.     (W)     SCALED    
 AW2039* NAVD 88     -        19.376  (meters)      63.57   (feet)  ADJUSTED  
 AW2039  ___________________________________________________________________
 AW2039  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW2039  DYNAMIC HT  -          19.350 (meters)      63.48  (feet)  COMP
 AW2039  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 AW2039
 AW2039  VERT ORDER  -  FIRST     CLASS II
 AW2039
 AW2039.The horizontal coordinates were scaled from a topographic map and have
 AW2039.an estimated accuracy of +/- 6 seconds.
 AW2039
 AW2039.The orthometric height was determined by differential leveling
 AW2039.and adjusted by the National Geodetic Survey in June 1991..
 AW2039
 AW2039.The geoid height was determined by GEOID03.
 AW2039
 AW2039.The dynamic height is computed by dividing the NAVD 88
 AW2039.geopotential number by the normal gravity value computed on the
 AW2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2039.degrees latitude (g = 980.6199 gals.).
 AW2039
 AW2039.The modeled gravity was interpolated from observed gravity values.
 AW2039
 AW2039;                    North         East    Units  Estimated Accuracy
 AW2039;SPC TXSC     - 4,196,610.      944,870.      MT  (+/- 180 meters Scaled)
 AW2039
 AW2039                          SUPERSEDED SURVEY CONTROL
 AW2039
 AW2039  NGVD 29 (12/23/87)   19.372  (m)           63.56   (f) ADJUSTED    1 2
 AW2039
 AW2039.Superseded values are not recommended for survey control.
 AW2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2039.See file dsdata.txt to determine how the superseded data were derived.
 AW2039
 AW2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN635725(NAD 83)
 AW2039_MARKER: DB = BENCH MARK DISK
 AW2039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2039_STAMPING: R 1214 1973
 AW2039_MARK LOGO: NGS   
 AW2039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2039
 AW2039  HISTORY     - Date     Condition        Report By
 AW2039  HISTORY     - 1973     MONUMENTED       NGS
 AW2039  HISTORY     - 1978     GOOD             NGS
 AW2039  HISTORY     - 1987     GOOD             USPSQD
 AW2039  HISTORY     - 1987     GOOD             USPSQD
 AW2039  HISTORY     - 1987     GOOD             NGS
 AW2039  HISTORY     - 1988     GOOD             USPSQD
 AW2039  HISTORY     - 1988     GOOD             USPSQD
 AW2039  HISTORY     - 1988     GOOD             USPSQD
 AW2039  HISTORY     - 1989     GOOD             USPSQD
 AW2039  HISTORY     - 1989     GOOD             USPSQD
 AW2039  HISTORY     - 1989     GOOD             USPSQD
 AW2039  HISTORY     - 19900805 GOOD             USPSQD
 AW2039  HISTORY     - 19901208 GOOD             USPSQD
 AW2039  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW2039  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW2039
 AW2039                          STATION DESCRIPTION
 AW2039
 AW2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2039'3.85 MI N FROM ARCOLA.
 AW2039'3.85 MILES NORTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION OF
 AW2039'STATE HIGHWAY 6 AT ARCOLA, 3.3 MILES SOUTH OF ALMEDA, 0.2 MILE SOUTH
 AW2039'OF THE JUNCTION OF A SHORT ROAD WEST TO A SMALL BUILDING, IN THE TOP
 AW2039'OF THE EAST CONCRETE HEADWALL OF A CONCRETE PIPE CULVERT, 24 FEET EAST
 AW2039'OF THE CENTER LINE OF THE HIGHWAY, 5.3 FEET SOUTH OF THE NORTH END OF
 AW2039'THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2039
 AW2039                          STATION RECOVERY (1978)
 AW2039
 AW2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1987)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1987)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1987)
 AW2039
 AW2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1988)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1988)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1988)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1989)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1989)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1989)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1990)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1990)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2039'RECOVERED IN GOOD CONDITION.
 AW2039
 AW2039                          STATION RECOVERY (1994)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2039'MARK NOT FOUND.
 AW2039
 AW2039                          STATION RECOVERY (2005)
 AW2039
 AW2039'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1793 ***********************************************************************
 AW1793  DESIGNATION -  R 1215
 AW1793  PID         -  AW1793
 AW1793  STATE/COUNTY-  TX/HARRIS
 AW1793  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1793
 AW1793                         *CURRENT SURVEY CONTROL
 AW1793  ___________________________________________________________________
 AW1793* NAD 83(1986)-  29 48 01.     (N)    095 30 51.     (W)     SCALED    
 AW1793* NAVD 88     -        24.130  (meters)      79.17   (feet)  ADJUSTED  
 AW1793  ___________________________________________________________________
 AW1793  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW1793  DYNAMIC HT  -          24.097 (meters)      79.06  (feet)  COMP
 AW1793  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW1793
 AW1793  VERT ORDER  -  FIRST     CLASS II
 AW1793
 AW1793.The horizontal coordinates were scaled from a topographic map and have
 AW1793.an estimated accuracy of +/- 6 seconds.
 AW1793
 AW1793.The orthometric height was determined by differential leveling
 AW1793.and adjusted by the National Geodetic Survey in June 1991..
 AW1793
 AW1793.The geoid height was determined by GEOID03.
 AW1793
 AW1793.The dynamic height is computed by dividing the NAVD 88
 AW1793.geopotential number by the normal gravity value computed on the
 AW1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1793.degrees latitude (g = 980.6199 gals.).
 AW1793
 AW1793.The modeled gravity was interpolated from observed gravity values.
 AW1793
 AW1793;                    North         East    Units  Estimated Accuracy
 AW1793;SPC TXSC     - 4,223,010.      936,920.      MT  (+/- 180 meters Scaled)
 AW1793
 AW1793                          SUPERSEDED SURVEY CONTROL
 AW1793
 AW1793  NGVD 29 (12/23/87)   24.124  (m)           79.15   (f) ADJUSTED    1 2
 AW1793
 AW1793.Superseded values are not recommended for survey control.
 AW1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1793.See file dsdata.txt to determine how the superseded data were derived.
 AW1793
 AW1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN569993(NAD 83)
 AW1793_MARKER: DB = BENCH MARK DISK
 AW1793_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW1793+WITH SETTING: INFORMATION.
 AW1793_SP_SET: SHALLOW-SET METAL ROD
 AW1793_STAMPING: R 1215 1973
 AW1793_MARK LOGO: NGS   
 AW1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1793
 AW1793  HISTORY     - Date     Condition        Report By
 AW1793  HISTORY     - 1973     MONUMENTED       NGS
 AW1793  HISTORY     - 1978     GOOD             NGS
 AW1793  HISTORY     - 1986     GOOD             NGS
 AW1793  HISTORY     - 1987     GOOD             USPSQD
 AW1793  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1793  HISTORY     - 19941022 GOOD             USPSQD
 AW1793
 AW1793                          STATION DESCRIPTION
 AW1793
 AW1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1793'1.15 MI N FROM SPRING BRANCH.
 AW1793'ABOUT 1.15 MILES NORTH ALONG CAMPBELL RD. FROM THE I-10 OVERPASS AT
 AW1793'SPRING BRANCH, 100 FEET WEST OF THE EXTENDED CENTER LINE OF CAMPBELL
 AW1793'RD., 35.7 FEET NORTH OF THE CENTER LINE OF FOUR LANE OF THE LONG POINT
 AW1793'RD., 6.3 FEET NORTHWEST OF A POWER POLE WITH ONE TRANSFORMER, 0.6 FOOT
 AW1793'SOUTH OF A CHAIN LINK FENCE RUNNING EAST-WEST, 24 FEET NORTH-NORTHEAST
 AW1793'OF A LIGHT AND POWER POLE NO. 1908, 3 FEET WEST OF THE SOUTHEAST
 AW1793'CORNER OF THE CHAIN LINK FENCE, 0.6 FOOT WEST OF A METAL WITNESS POST,
 AW1793'0.6 FOOT ABOVE THE LEVEL OF THE ROAD, AND IS A DISK SET ON TOP OF A
 AW1793'4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A
 AW1793'6-INCH STEEL PIPE FLUSH WITH THE GROUND.
 AW1793
 AW1793                          STATION RECOVERY (1978)
 AW1793
 AW1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1793'DELETE=0.6 FOOT WEST OF A METAL WITNESS POST.
 AW1793
 AW1793                          STATION RECOVERY (1986)
 AW1793
 AW1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1793'RECOVERED IN GOOD CONDITION.
 AW1793
 AW1793                          STATION RECOVERY (1987)
 AW1793
 AW1793'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1793'RECOVERED IN GOOD CONDITION.
 AW1793
 AW1793                          STATION RECOVERY (1990)
 AW1793
 AW1793'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW1793'MARK NOT FOUND.
 AW1793
 AW1793                          STATION RECOVERY (1994)
 AW1793
 AW1793'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1479 ***********************************************************************
 BL1479  DESIGNATION -  R 1216
 BL1479  PID         -  BL1479
 BL1479  STATE/COUNTY-  TX/HARRIS
 BL1479  USGS QUAD   -  TOMBALL (1979)
 BL1479
 BL1479                         *CURRENT SURVEY CONTROL
 BL1479  ___________________________________________________________________
 BL1479* NAD 83(1986)-  30 06 38.     (N)    095 34 33.     (W)     SCALED    
 BL1479* NAVD 88     -        45.31   (+/-2cm)     148.7    (feet)  VERTCON   
 BL1479  ___________________________________________________________________
 BL1479  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1479  OBS GRAVITY -     979,296.2   (mgal)                       GRAV_OBS
 BL1479
 BL1479  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1479
 BL1479.The horizontal coordinates were scaled from a topographic map and have
 BL1479.an estimated accuracy of +/- 6 seconds.
 BL1479
 BL1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1479.The vertical order pertains to the NGVD 29 superseded value.
 BL1479
 BL1479.The geoid height was determined by GEOID03.
 BL1479.The observed gravity was obtained from relative gravimeter ties
 BL1479.to the IGSN71 gravity network.
 BL1479
 BL1479;                    North         East    Units  Estimated Accuracy
 BL1479;SPC TXSC     - 4,257,210.      929,960.      MT  (+/- 180 meters Scaled)
 BL1479
 BL1479                          SUPERSEDED SURVEY CONTROL
 BL1479
 BL1479  NGVD 29 (04/06/79)   45.303  (m)          148.63   (f) ADJUSTED    1 2
 BL1479
 BL1479.Superseded values are not recommended for survey control.
 BL1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1479.See file dsdata.txt to determine how the superseded data were derived.
 BL1479
 BL1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP518338(NAD 83)
 BL1479_MARKER: DB = BENCH MARK DISK
 BL1479_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1479_SP_SET: 0.1 FOOT
 BL1479_STAMPING: R 1216 1973
 BL1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1479
 BL1479  HISTORY     - Date     Condition        Report By
 BL1479  HISTORY     - 1973     MONUMENTED       NGS
 BL1479  HISTORY     - 1978     GOOD             NGS
 BL1479  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1479
 BL1479                          STATION DESCRIPTION
 BL1479
 BL1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1479'1.6 MI SE FROM HUFSMITH.
 BL1479'ABOUT 1.6 MILES SOUTHEAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1479'CROSSING OF STANOLIND RD., SIX POLES SOUTHEAST OF MILE POST 10, 56
 BL1479'FEET NORTHEAST OF THE CENTER LINE OF KUYKENDAHL-HUFSMITH RD., 32.2
 BL1479'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 1 1/2 FEET
 BL1479'SOUTHWEST OF A TELEPHONE POLE, 0.7 FOOT SOUTHEAST OF A METAL WITNESS
 BL1479'POST, 3 FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK SET ON TOP OF
 BL1479'A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY
 BL1479'A 6-INCH METAL PIPE WHICH PROJECTS 0.1 FOOT.
 BL1479
 BL1479                          STATION RECOVERY (1978)
 BL1479
 BL1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1479'RECOVERED IN GOOD CONDITION.
 BL1479
 BL1479                          STATION RECOVERY (1986)
 BL1479
 BL1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0830 ***********************************************************************
 AW0830  DESIGNATION -  R 1217
 AW0830  PID         -  AW0830
 AW0830  STATE/COUNTY-  TX/HARRIS
 AW0830  USGS QUAD   -  SETTEGAST (1995)
 AW0830
 AW0830                         *CURRENT SURVEY CONTROL
 AW0830  ___________________________________________________________________
 AW0830* NAD 83(1986)-  29 50 35.     (N)    095 15 46.     (W)     SCALED    
 AW0830* NAVD 88     -        12.620  (meters)      41.40   (feet)  ADJUSTED  
 AW0830  ___________________________________________________________________
 AW0830  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0830  DYNAMIC HT  -          12.603 (meters)      41.35  (feet)  COMP
 AW0830  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 AW0830
 AW0830  VERT ORDER  -  FIRST     CLASS II
 AW0830
 AW0830.The horizontal coordinates were scaled from a topographic map and have
 AW0830.an estimated accuracy of +/- 6 seconds.
 AW0830
 AW0830.The orthometric height was determined by differential leveling
 AW0830.and adjusted by the National Geodetic Survey in June 1991..
 AW0830
 AW0830.The geoid height was determined by GEOID03.
 AW0830
 AW0830.The dynamic height is computed by dividing the NAVD 88
 AW0830.geopotential number by the normal gravity value computed on the
 AW0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0830.degrees latitude (g = 980.6199 gals.).
 AW0830
 AW0830.The modeled gravity was interpolated from observed gravity values.
 AW0830
 AW0830;                    North         East    Units  Estimated Accuracy
 AW0830;SPC TXSC     - 4,228,500.      961,060.      MT  (+/- 180 meters Scaled)
 AW0830
 AW0830                          SUPERSEDED SURVEY CONTROL
 AW0830
 AW0830  NGVD 29 (12/23/87)   12.617  (m)           41.39   (f) ADJUSTED    1 2
 AW0830
 AW0830.Superseded values are not recommended for survey control.
 AW0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0830.See file dsdata.txt to determine how the superseded data were derived.
 AW0830
 AW0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP813035(NAD 83)
 AW0830_MARKER: DB = BENCH MARK DISK
 AW0830_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0830+WITH SETTING: INTO GROUND
 AW0830_SP_SET: METAL ROD WITH BASE PLATE
 AW0830_STAMPING: R 1217 1973
 AW0830_MARK LOGO: NGS   
 AW0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0830+STABILITY: SURFACE MOTION
 AW0830
 AW0830  HISTORY     - Date     Condition        Report By
 AW0830  HISTORY     - 1973     MONUMENTED       NGS
 AW0830  HISTORY     - 1978     GOOD             NGS
 AW0830  HISTORY     - 1987     GOOD             NGS
 AW0830
 AW0830                          STATION DESCRIPTION
 AW0830
 AW0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0830'1.15 MI N FROM EAST HOUSTON.
 AW0830'ABOUT 0.2 MILE NORTH ALONG EAST HOUSTON ROAD FROM THE HIBARD MEMORIAL
 AW0830'BAPTIST CHURCH AT EAST HOUSTON, THENCE 0.5 MILE EAST ALONG EAST
 AW0830'HOUSTON ROAD, THENCE 0.45 MILE NORTH ALONG THE EAST HOUSTON-DYERSDALE
 AW0830'ROAD, SET IN THE EAST LAWN OF THE STONEWALL PENTECOSTAL CHURCH, 38
 AW0830'FEET WEST OF THE CENTER LINE OF EAST HOUSTON-DYERSDALE ROAD, 2 FEET
 AW0830'EAST OF THE EAST WALL OF A 4-BY-14 FOOT BRICK FLOWER BOX, 52 FEET
 AW0830'NORTH OF THE CENTER LINE OF A PAVED DRIVEWAY LEADING WEST TO CHURCH
 AW0830'PARKING LOT, 61 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH,
 AW0830'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 4 FOOT COPPER COATED
 AW0830'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL
 AW0830'WITH THE SURFACE OF THE GROUND AND ENCASED IN A 6 INCH STEEL PIPE THAT
 AW0830'IS FLUSH WITH THE LEVEL OF THE GROUND.
 AW0830
 AW0830                          STATION RECOVERY (1978)
 AW0830
 AW0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0830'RECOVERED IN GOOD CONDITION.
 AW0830
 AW0830                          STATION RECOVERY (1987)
 AW0830
 AW0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0830'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 AW0830'CHANGE--EAST HOUSTON-DYERSDALE ROAD TO MESA ROAD, AND THE STONEWALL
 AW0830'PENTECOSTAL CHURCH TO THE NEW DAY DELIVERANCE HOLINESS CHURCH.
 AW0830'ADD--0.7 M (2.3 FT) SOUTH OF THE NORTHEAST CORNER OF A BRICK FLOWER
 AW0830'BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0971 ***********************************************************************
 AW0971  DESIGNATION -  R 1218
 AW0971  PID         -  AW0971
 AW0971  STATE/COUNTY-  TX/HARRIS
 AW0971  USGS QUAD   -  PASADENA (1995)
 AW0971
 AW0971                         *CURRENT SURVEY CONTROL
 AW0971  ___________________________________________________________________
 AW0971* NAD 83(1986)-  29 43 21.     (N)    095 12 42.     (W)     SCALED    
 AW0971* NAVD 88     -        -1.055  (meters)      -3.46   (feet)  ADJUSTED  
 AW0971  ___________________________________________________________________
 AW0971  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW0971  DYNAMIC HT  -          -1.053 (meters)      -3.45  (feet)  COMP
 AW0971  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 AW0971
 AW0971  VERT ORDER  -  FIRST     CLASS II
 AW0971
 AW0971.The horizontal coordinates were scaled from a topographic map and have
 AW0971.an estimated accuracy of +/- 6 seconds.
 AW0971
 AW0971.The orthometric height was determined by differential leveling
 AW0971.and adjusted by the National Geodetic Survey in June 1991..
 AW0971
 AW0971.The geoid height was determined by GEOID03.
 AW0971
 AW0971.The dynamic height is computed by dividing the NAVD 88
 AW0971.geopotential number by the normal gravity value computed on the
 AW0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0971.degrees latitude (g = 980.6199 gals.).
 AW0971
 AW0971.The modeled gravity was interpolated from observed gravity values.
 AW0971
 AW0971;                    North         East    Units  Estimated Accuracy
 AW0971;SPC TXSC     - 4,215,310.      966,430.      MT  (+/- 180 meters Scaled)
 AW0971
 AW0971                          SUPERSEDED SURVEY CONTROL
 AW0971
 AW0971  NGVD 29 (12/23/87)   -1.058  (m)           -3.47   (f) ADJUSTED    1 2
 AW0971
 AW0971.Superseded values are not recommended for survey control.
 AW0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0971.See file dsdata.txt to determine how the superseded data were derived.
 AW0971
 AW0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN860900(NAD 83)
 AW0971_MARKER: DB = BENCH MARK DISK
 AW0971_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0971_SP_SET: WALKWAY
 AW0971_STAMPING: R 1218 1973
 AW0971_MARK LOGO: NGS   
 AW0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0971+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 AW0971
 AW0971  HISTORY     - Date     Condition        Report By
 AW0971  HISTORY     - 1973     MONUMENTED       NGS
 AW0971  HISTORY     - 1978     GOOD             NGS
 AW0971  HISTORY     - 1986     GOOD             NGS
 AW0971  HISTORY     - 1987     GOOD             USPSQD
 AW0971  HISTORY     - 1987     GOOD             USPSQD
 AW0971  HISTORY     - 1987     GOOD             USPSQD
 AW0971  HISTORY     - 1987     GOOD             USPSQD
 AW0971  HISTORY     - 1987     GOOD             USPSQD
 AW0971  HISTORY     - 1987     GOOD             USPSQD
 AW0971  HISTORY     - 1987     GOOD             USPSQD
 AW0971  HISTORY     - 1987     GOOD             USPSQD
 AW0971  HISTORY     - 1987     GOOD             USPSQD
 AW0971  HISTORY     - 1987     GOOD             USPSQD
 AW0971  HISTORY     - 1988     GOOD             USPSQD
 AW0971  HISTORY     - 1988     GOOD             USPSQD
 AW0971  HISTORY     - 1988     GOOD             USPSQD
 AW0971  HISTORY     - 1988     GOOD             USPSQD
 AW0971  HISTORY     - 1988     GOOD             USPSQD
 AW0971  HISTORY     - 1988     GOOD             USPSQD
 AW0971  HISTORY     - 1989     GOOD             USPSQD
 AW0971  HISTORY     - 20031022 GOOD             USPSQD
 AW0971  HISTORY     - 20041126 GOOD             USPSQD
 AW0971
 AW0971                          STATION DESCRIPTION
 AW0971
 AW0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0971'IN PASADENA.
 AW0971'AT PASADENA, AT THE SOUTH END OF AND INSIDE OF THE ARCHWAY OF THE
 AW0971'WASHBURN TUNNEL, ABOUT 2 FEET WEST OF THE EAST WALL OF THE TUNNEL, 1
 AW0971'FOOT EAST OF A CONCRETE GUTTER, 0.3 FOOT SOUTH OF THE BOTTOM ONE OF
 AW0971'THE CONCRETE STEPS LEADING TO GUARD WALKWAY, SET IN THE TOP OF THE
 AW0971'CONCRETE WALKWAY, AND ABOUT 10 INCHES ABOVE THE FLOOR IN THE TUNNEL.
 AW0971
 AW0971                          STATION RECOVERY (1978)
 AW0971
 AW0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1986)
 AW0971
 AW0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1987)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1987)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1987)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1987)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1987)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1987)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1987)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1987)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (NVN)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1987)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1987)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1988)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1988)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1988)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1988)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1988)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1988)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (1989)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (2003)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0971'RECOVERED IN GOOD CONDITION.
 AW0971
 AW0971                          STATION RECOVERY (2004)
 AW0971
 AW0971'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1053 ***********************************************************************
 AW1053  DESIGNATION -  R 1219
 AW1053  PID         -  AW1053
 AW1053  STATE/COUNTY-  TX/GALVESTON
 AW1053  USGS QUAD   -  TEXAS CITY (1994)
 AW1053
 AW1053                         *CURRENT SURVEY CONTROL
 AW1053  ___________________________________________________________________
 AW1053* NAD 83(1986)-  29 22 49.     (N)    094 54 10.     (W)     SCALED    
 AW1053* NAVD 88     -         1.52   (+/-2cm)       5.0    (feet)  VERTCON   
 AW1053  ___________________________________________________________________
 AW1053  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1053  OBS GRAVITY -     979,266.2   (mgal)                       GRAV_OBS
 AW1053
 AW1053  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1053
 AW1053.The horizontal coordinates were scaled from a topographic map and have
 AW1053.an estimated accuracy of +/- 6 seconds.
 AW1053
 AW1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1053.The vertical order pertains to the NGVD 29 superseded value.
 AW1053
 AW1053.The geoid height was determined by GEOID03.
 AW1053.The observed gravity was obtained from relative gravimeter ties
 AW1053.to the IGSN71 gravity network.
 AW1053
 AW1053;                    North         East    Units  Estimated Accuracy
 AW1053;SPC TXSC     - 4,178,410.      997,620.      MT  (+/- 180 meters Scaled)
 AW1053
 AW1053                          SUPERSEDED SURVEY CONTROL
 AW1053
 AW1053  NGVD 29 (??/??/92)    1.515  (m)            4.97   (f) ADJ UNCH    1 1
 AW1053
 AW1053.Superseded values are not recommended for survey control.
 AW1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1053.See file dsdata.txt to determine how the superseded data were derived.
 AW1053
 AW1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN153516(NAD 83)
 AW1053_MARKER: DB = BENCH MARK DISK
 AW1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1053_SP_SET: CULVERT
 AW1053_STAMPING: R 1219 1973
 AW1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1053
 AW1053  HISTORY     - Date     Condition        Report By
 AW1053  HISTORY     - 1973     MONUMENTED       NGS
 AW1053  HISTORY     - 1976     GOOD             NGS
 AW1053  HISTORY     - 1976     GOOD             NGS
 AW1053  HISTORY     - 1978     GOOD             NGS
 AW1053  HISTORY     - 1987     GOOD             USPSQD
 AW1053  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1053  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1053  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1053  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1053  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1053  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1053  HISTORY     - 1988     GOOD             USPSQD
 AW1053  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1053  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1053  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1053  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1053
 AW1053                          STATION DESCRIPTION
 AW1053
 AW1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1053'0.5 MI S FROM TEXAS CITY.
 AW1053'0.5 MILE SOUTH ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE AT
 AW1053'TEXAS CITY, AT THE SOUTHWEST CORNER OF THE JUNCTION OF 4TH AVENUE
 AW1053'SOUTH, IN THE TOP AND 3.3 FEET EAST OF THE WEST END OF THE SOUTH
 AW1053'CONCRETE HEADWALL OF A 3- BY 9-FOOT CONCRETE BOX CULVERT, 47 FEET WEST
 AW1053'OF THE CENTER LINE OF THE STREET, 47 1/2 FEET SOUTH OF THE CENTER LINE
 AW1053'OF THE AVENUE, 5.1 FEET SOUTH OF THE NORTHEAST CORNER OF A CYCLONE
 AW1053'FENCE, AND ABOUT 1 FOOT LOWER THAN THE STREET.
 AW1053
 AW1053                          STATION RECOVERY (1976)
 AW1053
 AW1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1053'RECOVERED IN GOOD CONDITION.
 AW1053
 AW1053                          STATION RECOVERY (1976)
 AW1053
 AW1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1053'RECOVERED IN GOOD CONDITION.
 AW1053
 AW1053                          STATION RECOVERY (1978)
 AW1053
 AW1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1053'RECOVERED IN GOOD CONDITION.
 AW1053
 AW1053                          STATION RECOVERY (1987)
 AW1053
 AW1053'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1053'RECOVERED IN GOOD CONDITION.
 AW1053
 AW1053                          STATION RECOVERY (1987)
 AW1053
 AW1053'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1053'MARK NOT FOUND.
 AW1053
 AW1053                          STATION RECOVERY (1987)
 AW1053
 AW1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1053'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
 AW1053
 AW1053                          STATION RECOVERY (1988)
 AW1053
 AW1053'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1053'MARK NOT FOUND.
 AW1053
 AW1053                          STATION RECOVERY (1988)
 AW1053
 AW1053'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1053'MARK NOT FOUND.
 AW1053
 AW1053                          STATION RECOVERY (1988)
 AW1053
 AW1053'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1053'MARK NOT FOUND.
 AW1053
 AW1053                          STATION RECOVERY (1988)
 AW1053
 AW1053'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1053'MARK NOT FOUND.
 AW1053
 AW1053                          STATION RECOVERY (1988)
 AW1053
 AW1053'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1053'RECOVERED IN GOOD CONDITION.
 AW1053
 AW1053                          STATION RECOVERY (1988)
 AW1053
 AW1053'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1053'MARK NOT FOUND.
 AW1053
 AW1053                          STATION RECOVERY (1988)
 AW1053
 AW1053'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1053'MARK NOT FOUND.
 AW1053
 AW1053                          STATION RECOVERY (1988)
 AW1053
 AW1053'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1053'MARK NOT FOUND.
 AW1053
 AW1053                          STATION RECOVERY (1994)
 AW1053
 AW1053'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1052 ***********************************************************************
 AW1052  DESIGNATION -  R 1219 RESET
 AW1052  PID         -  AW1052
 AW1052  STATE/COUNTY-  TX/GALVESTON
 AW1052  USGS QUAD   -  TEXAS CITY (1994)
 AW1052
 AW1052                         *CURRENT SURVEY CONTROL
 AW1052  ___________________________________________________________________
 AW1052* NAD 83(1986)-  29 22 48.     (N)    094 54 10.     (W)     SCALED    
 AW1052* NAVD 88     -         1.679  (meters)       5.51   (feet)  ADJUSTED  
 AW1052  ___________________________________________________________________
 AW1052  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1052  DYNAMIC HT  -           1.677 (meters)       5.50  (feet)  COMP
 AW1052  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 AW1052  OBS GRAVITY -     979,266.2   (mgal)                       GRAV_OBS
 AW1052
 AW1052  VERT ORDER  -  FIRST     CLASS II
 AW1052
 AW1052.The horizontal coordinates were scaled from a topographic map and have
 AW1052.an estimated accuracy of +/- 6 seconds.
 AW1052
 AW1052.The orthometric height was determined by differential leveling
 AW1052.and adjusted by the National Geodetic Survey in June 1991..
 AW1052
 AW1052.The geoid height was determined by GEOID03.
 AW1052
 AW1052.The dynamic height is computed by dividing the NAVD 88
 AW1052.geopotential number by the normal gravity value computed on the
 AW1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1052.degrees latitude (g = 980.6199 gals.).
 AW1052
 AW1052.The modeled gravity was interpolated from observed gravity values.
 AW1052.The observed gravity was obtained from relative gravimeter ties
 AW1052.to the IGSN71 gravity network.
 AW1052
 AW1052;                    North         East    Units  Estimated Accuracy
 AW1052;SPC TXSC     - 4,178,380.      997,620.      MT  (+/- 180 meters Scaled)
 AW1052
 AW1052                          SUPERSEDED SURVEY CONTROL
 AW1052
 AW1052  NGVD 29 (12/23/87)    1.676  (m)            5.50   (f) ADJUSTED    1 2
 AW1052
 AW1052.Superseded values are not recommended for survey control.
 AW1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1052.See file dsdata.txt to determine how the superseded data were derived.
 AW1052
 AW1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN153515(NAD 83)
 AW1052_MARKER: DB = BENCH MARK DISK
 AW1052_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1052+WITH SETTING: PAVEMENT
 AW1052_SP_SET: MANHOLE BASE
 AW1052_STAMPING: R 1219 RESET 1977
 AW1052_MARK LOGO: NGS   
 AW1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1052+STABILITY: SURFACE MOTION
 AW1052
 AW1052  HISTORY     - Date     Condition        Report By
 AW1052  HISTORY     - 1977     MONUMENTED       TXHD
 AW1052  HISTORY     - 1978     GOOD             NGS
 AW1052  HISTORY     - 1983     GOOD             NGS
 AW1052  HISTORY     - 1987     GOOD             NGS
 AW1052  HISTORY     - 1989     GOOD             USPSQD
 AW1052  HISTORY     - 19910216 GOOD             USPSQD
 AW1052  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1052
 AW1052                          STATION DESCRIPTION
 AW1052
 AW1052'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1977
 AW1052'0.5 MI S FROM TEXAS CITY.
 AW1052'0.5 MILES SOUTH ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS CITY,
 AW1052'TEXAS, AT SOUTHWEST CORNER OF 4TH AVE. IN THE TOP OF MANHOLE IN ITS
 AW1052'SOUTHWEST CORNER CENTER OF DISK 9 FEET SOUTH AND 6.5 FEET EAST OF
 AW1052'CORNER CYCLONE FENCE POST.  42.8 FEET WEST OF CENTER LINE OF LOOP 197
 AW1052'APPROXIMATELY 1.6 FEET LOWER THAN FUTURE CURB ON LOOP 197.
 AW1052
 AW1052                          STATION RECOVERY (1978)
 AW1052
 AW1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1052'ABOUT 0.5 MILE SOUTH ALONG LOOP 197 (6TH STREET) FROM THE POST
 AW1052'OFFICE AT TEXAS CITY, AT THE SOUTHWEST CORNER OF THE JUNCTION OF
 AW1052'4TH AVENUE, SOUTH IN THE NORTHWEST CORNER OF A 4X4 SQUARE FOUNDATION
 AW1052'FOR A MANHOLE COVER.  43 FEET WEST OF THE CENTERLINE OF THE STREET,
 AW1052'51.5 FEET SOUTH OF THE CENTERLINE OF THE AVENUE AND 11.1 FEET EAST
 AW1052'OF NORTHEAST CORNER POST OF A CHAIN LINK FENCE.
 AW1052
 AW1052                          STATION RECOVERY (1983)
 AW1052
 AW1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1052'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1052'WHITNEY BUILDING.
 AW1052
 AW1052                          STATION RECOVERY (1987)
 AW1052
 AW1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1052'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN TEXAS CITY,
 AW1052'AT THE JUNCTION OF LOOP 197 (6TH STREET) AND 4TH STREET.
 AW1052
 AW1052                          STATION RECOVERY (1989)
 AW1052
 AW1052'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1052'RECOVERED IN GOOD CONDITION.
 AW1052
 AW1052                          STATION RECOVERY (1991)
 AW1052
 AW1052'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1052'RECOVERED IN GOOD CONDITION.
 AW1052
 AW1052                          STATION RECOVERY (1994)
 AW1052
 AW1052'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1620 ***********************************************************************
 AX1620  DESIGNATION -  R 122
 AX1620  PID         -  AX1620
 AX1620  STATE/COUNTY-  TX/DE WITT
 AX1620  USGS QUAD   -  CONCRETE (1987)
 AX1620
 AX1620                         *CURRENT SURVEY CONTROL
 AX1620  ___________________________________________________________________
 AX1620* NAD 83(1986)-  29 08 32.     (N)    097 16 34.     (W)     SCALED    
 AX1620* NAVD 88     -        73.80   (+/-2cm)     242.1    (feet)  VERTCON   
 AX1620  ___________________________________________________________________
 AX1620  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1620
 AX1620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1620
 AX1620.The horizontal coordinates were scaled from a topographic map and have
 AX1620.an estimated accuracy of +/- 6 seconds.
 AX1620
 AX1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1620.The vertical order pertains to the NGVD 29 superseded value.
 AX1620
 AX1620.The geoid height was determined by GEOID03.
 AX1620
 AX1620;                    North         East    Units  Estimated Accuracy
 AX1620;SPC TXSC     - 4,146,300.      767,720.      MT  (+/- 180 meters Scaled)
 AX1620
 AX1620                          SUPERSEDED SURVEY CONTROL
 AX1620
 AX1620  NGVD 29 (??/??/92)   73.806  (m)          242.15   (f) ADJ UNCH    2 0
 AX1620
 AX1620.Superseded values are not recommended for survey control.
 AX1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1620.See file dsdata.txt to determine how the superseded data were derived.
 AX1620
 AX1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT676249(NAD 83)
 AX1620_MARKER: DB = BENCH MARK DISK
 AX1620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1620_SP_SET: CULVERT
 AX1620_STAMPING: R-122 1933
 AX1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1620
 AX1620  HISTORY     - Date     Condition        Report By
 AX1620  HISTORY     - 1933     MONUMENTED       CGS
 AX1620
 AX1620                          STATION DESCRIPTION
 AX1620
 AX1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1620'4.0 MI N FROM CUERO.
 AX1620'ALONG THE TEXAS AND NEW ORLEANS R.R. 5.1 MILES SOUTH OF EDGAR AND 9
 AX1620'POLES NORTH OF M.P. 132 IN THE NORTH END OF THE WEST HEADWALL OF 36
 AX1620'IN. CONCRETE PIPE CULVERT NO. 131 D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4151 ***********************************************************************
 AW4151  DESIGNATION -  R 1220
 AW4151  PID         -  AW4151
 AW4151  STATE/COUNTY-  TX/BRAZORIA
 AW4151  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4151
 AW4151                         *CURRENT SURVEY CONTROL
 AW4151  ___________________________________________________________________
 AW4151* NAD 83(1986)-  29 13 02.     (N)    095 41 33.     (W)     SCALED    
 AW4151* NAVD 88     -        12.09   (+/-2cm)      39.7    (feet)  VERTCON   
 AW4151  ___________________________________________________________________
 AW4151  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW4151
 AW4151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4151
 AW4151.The horizontal coordinates were scaled from a topographic map and have
 AW4151.an estimated accuracy of +/- 6 seconds.
 AW4151
 AW4151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4151.The vertical order pertains to the NGVD 29 superseded value.
 AW4151
 AW4151.The geoid height was determined by GEOID03.
 AW4151
 AW4151;                    North         East    Units  Estimated Accuracy
 AW4151;SPC TXSC     - 4,157,920.      921,520.      MT  (+/- 180 meters Scaled)
 AW4151
 AW4151                          SUPERSEDED SURVEY CONTROL
 AW4151
 AW4151  NGVD 29 (??/??/92)   12.095  (m)           39.68   (f) ADJ UNCH    2 0
 AW4151
 AW4151.Superseded values are not recommended for survey control.
 AW4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4151.See file dsdata.txt to determine how the superseded data were derived.
 AW4151
 AW4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN382350(NAD 83)
 AW4151_MARKER: DB = BENCH MARK DISK
 AW4151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4151_SP_SET: CULVERT
 AW4151_STAMPING: R 1220 1973
 AW4151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4151
 AW4151  HISTORY     - Date     Condition        Report By
 AW4151  HISTORY     - 1973     MONUMENTED       NGS
 AW4151  HISTORY     - 1987     GOOD             USPSQD
 AW4151  HISTORY     - 1987     GOOD             USPSQD
 AW4151  HISTORY     - 1988     GOOD             USPSQD
 AW4151  HISTORY     - 1989     GOOD             USPSQD
 AW4151  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4151
 AW4151                          STATION DESCRIPTION
 AW4151
 AW4151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4151'6.0 MI NW FROM WEST COLUMBIA.
 AW4151'6.0 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4151'HIGHWAY 35 AT WEST COLUMBIA, 5.55 MILE SOUTHEAST OF DAMON, AT THE
 AW4151'JUNCTION OF COUNTY ROAD 23 EAST AND COUNTY ROAD 5 WEST, 25 FEET
 AW4151'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP AND 1.0 FOOT
 AW4151'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A
 AW4151'BOX CULVERT, 65 FEET SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD 5,
 AW4151'AND ABOUT 0.5 FOOT LOWER THAN THE HIGHWAY.
 AW4151
 AW4151                          STATION RECOVERY (1987)
 AW4151
 AW4151'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4151'RECOVERED IN GOOD CONDITION.
 AW4151
 AW4151                          STATION RECOVERY (1987)
 AW4151
 AW4151'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4151'RECOVERED IN GOOD CONDITION.
 AW4151
 AW4151                          STATION RECOVERY (1988)
 AW4151
 AW4151'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4151'RECOVERED IN GOOD CONDITION.
 AW4151
 AW4151                          STATION RECOVERY (1989)
 AW4151
 AW4151'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4151'RECOVERED IN GOOD CONDITION.
 AW4151
 AW4151                          STATION RECOVERY (1994)
 AW4151
 AW4151'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0679 ***********************************************************************
 BM0679  DESIGNATION -  R 1221
 BM0679  PID         -  BM0679
 BM0679  STATE/COUNTY-  TX/TRAVIS
 BM0679  USGS QUAD   -  MONTOPOLIS (1988)
 BM0679
 BM0679                         *CURRENT SURVEY CONTROL
 BM0679  ___________________________________________________________________
 BM0679* NAD 83(1986)-  30 12 53.     (N)    097 42 00.     (W)     SCALED    
 BM0679* NAVD 88     -       176.441  (meters)     578.87   (feet)  ADJUSTED  
 BM0679  ___________________________________________________________________
 BM0679  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BM0679  DYNAMIC HT  -         176.200 (meters)     578.08  (feet)  COMP
 BM0679  MODELED GRAV-     979,274.7   (mgal)                       NAVD 88
 BM0679
 BM0679  VERT ORDER  -  FIRST     CLASS I
 BM0679
 BM0679.The horizontal coordinates were scaled from a topographic map and have
 BM0679.an estimated accuracy of +/- 6 seconds.
 BM0679
 BM0679.The orthometric height was determined by differential leveling
 BM0679.and adjusted by the National Geodetic Survey in June 1991..
 BM0679.WARNING-Repeat measurements at this control monument indicate possible
 BM0679.vertical movement.
 BM0679
 BM0679.The geoid height was determined by GEOID03.
 BM0679
 BM0679.The dynamic height is computed by dividing the NAVD 88
 BM0679.geopotential number by the normal gravity value computed on the
 BM0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0679.degrees latitude (g = 980.6199 gals.).
 BM0679
 BM0679.The modeled gravity was interpolated from observed gravity values.
 BM0679
 BM0679;                    North         East    Units  Estimated Accuracy
 BM0679;SPC TX C     - 3,063,760.      953,500.      MT  (+/- 180 meters Scaled)
 BM0679
 BM0679                          SUPERSEDED SURVEY CONTROL
 BM0679
 BM0679  NGVD 29 (??/??/92)  176.359  (m)          578.60   (f) ADJ UNCH    1 1
 BM0679
 BM0679.Superseded values are not recommended for survey control.
 BM0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0679.See file dsdata.txt to determine how the superseded data were derived.
 BM0679
 BM0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU251432(NAD 83)
 BM0679_MARKER: DB = BENCH MARK DISK
 BM0679_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0679_SP_SET: 12.0 FT
 BM0679_STAMPING: R 1221 1973
 BM0679_MARK LOGO: NGS   
 BM0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0679
 BM0679  HISTORY     - Date     Condition        Report By
 BM0679  HISTORY     - 1973     MONUMENTED       NGS
 BM0679  HISTORY     - 1978     GOOD             NGS
 BM0679  HISTORY     - 1981     GOOD             NGS
 BM0679  HISTORY     - 1990     GOOD             USPSQD
 BM0679  HISTORY     - 19910402 GOOD             USPSQD
 BM0679  HISTORY     - 19980725 GOOD             USPSQD
 BM0679  HISTORY     - 20010224 GOOD             USPSQD
 BM0679  HISTORY     - 20030308 GOOD             USPSQD
 BM0679  HISTORY     - 20050226 MARK NOT FOUND   USPSQD
 BM0679
 BM0679                          STATION DESCRIPTION
 BM0679
 BM0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0679'2.75 MI W FROM DEL VALLE.
 BM0679'ABOUT 2.75 MILES WEST ALONG STATE HIGHWAY 71 FROM THE MAIN ENTRANCE
 BM0679'AND PRESIDENTIAL BLVD UNDERPASS TO THE BERGSTROM AIRFORCE BASE AT DEL
 BM0679'VALLE, 0.6 MILES WEST OF THE JUNCTION OF THE EAST RIVERSIDE DRIVE,
 BM0679'123.0 FEET NORTHWEST OF THE WEST CORNER OF A BRICK HOUSE WITH 2-CAR
 BM0679'GARAGE, 65.0 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANE
 BM0679'OF STATE HIGHWAY 71, 44.5 FEET SOUTHWEST OF A POWER POLE BEARING A
 BM0679'TRANSFORMER, 2.8 FEET SOUTHWEST OF A 5-INCH HACKBERRY TREE, 1.15 MILES
 BM0679'EAST OF THE BENCH MARK K 1222, THE GROUND WAS SO ROCKY NO WITNESS POST
 BM0679'COULD BE PUT IN, ABOUT 1.0 FEET ABOVE THE HIGHWAY AND IS A DISK ON TOP
 BM0679'OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND PROTECTED BY A
 BM0679'6-INCH IRON PIPE PROJECTING 1-INCH.  THE ROD WAS DRIVEN TO A REFUSAL
 BM0679'AT 12.0 FEET.
 BM0679
 BM0679                          STATION RECOVERY (1978)
 BM0679
 BM0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0679'RECOVERED IN GOOD CONDITION.
 BM0679
 BM0679                          STATION RECOVERY (1981)
 BM0679
 BM0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BM0679'RECOVERED IN GOOD CONDITION.
 BM0679
 BM0679                          STATION RECOVERY (1990)
 BM0679
 BM0679'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0679'RECOVERED IN GOOD CONDITION.
 BM0679
 BM0679                          STATION RECOVERY (1991)
 BM0679
 BM0679'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0679'RECOVERED IN GOOD CONDITION.
 BM0679
 BM0679                          STATION RECOVERY (1998)
 BM0679
 BM0679'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0679'RECOVERED IN GOOD CONDITION.
 BM0679
 BM0679                          STATION RECOVERY (2001)
 BM0679
 BM0679'RECOVERY NOTE BY US POWER SQUADRON 2001 (MJW)
 BM0679'RECOVERED IN GOOD CONDITION.
 BM0679
 BM0679                          STATION RECOVERY (2003)
 BM0679
 BM0679'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0679'RECOVERED IN GOOD CONDITION.
 BM0679
 BM0679                          STATION RECOVERY (2005)
 BM0679
 BM0679'RECOVERY NOTE BY US POWER SQUADRON 2005
 BM0679'MARK NOT FOUND, MAY EXIST UNDER WOOD AND SPOIL PILE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0640 ***********************************************************************
 BM0640  DESIGNATION -  R 1222
 BM0640  PID         -  BM0640
 BM0640  STATE/COUNTY-  TX/TRAVIS
 BM0640  USGS QUAD   -  OAK HILL (1988)
 BM0640
 BM0640                         *CURRENT SURVEY CONTROL
 BM0640  ___________________________________________________________________
 BM0640* NAD 83(1986)-  30 14 01.     (N)    097 47 47.     (W)     SCALED    
 BM0640* NAVD 88     -       215.320  (meters)     706.43   (feet)  ADJUSTED  
 BM0640  ___________________________________________________________________
 BM0640  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BM0640  DYNAMIC HT  -         215.024 (meters)     705.46  (feet)  COMP
 BM0640  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 BM0640
 BM0640  VERT ORDER  -  FIRST     CLASS I
 BM0640
 BM0640.The horizontal coordinates were scaled from a topographic map and have
 BM0640.an estimated accuracy of +/- 6 seconds.
 BM0640
 BM0640.The orthometric height was determined by differential leveling
 BM0640.and adjusted by the National Geodetic Survey in June 1991..
 BM0640
 BM0640.The geoid height was determined by GEOID03.
 BM0640
 BM0640.The dynamic height is computed by dividing the NAVD 88
 BM0640.geopotential number by the normal gravity value computed on the
 BM0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0640.degrees latitude (g = 980.6199 gals.).
 BM0640
 BM0640.The modeled gravity was interpolated from observed gravity values.
 BM0640
 BM0640;                    North         East    Units  Estimated Accuracy
 BM0640;SPC TX C     - 3,065,630.      944,180.      MT  (+/- 180 meters Scaled)
 BM0640
 BM0640                          SUPERSEDED SURVEY CONTROL
 BM0640
 BM0640  NGVD 29 (??/??/92)  215.239  (m)          706.16   (f) ADJ UNCH    1 1
 BM0640
 BM0640.Superseded values are not recommended for survey control.
 BM0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0640.See file dsdata.txt to determine how the superseded data were derived.
 BM0640
 BM0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU158452(NAD 83)
 BM0640_MARKER: DB = BENCH MARK DISK
 BM0640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0640_SP_SET: ABUTMENT
 BM0640_STAMPING: R 1222 1973
 BM0640_MARK LOGO: NGS   
 BM0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0640
 BM0640  HISTORY     - Date     Condition        Report By
 BM0640  HISTORY     - 1973     MONUMENTED       NGS
 BM0640  HISTORY     - 1980     GOOD             NGS
 BM0640  HISTORY     - 1983     GOOD             USPSQD
 BM0640  HISTORY     - 1989     GOOD             USPSQD
 BM0640  HISTORY     - 1989     GOOD             USPSQD
 BM0640  HISTORY     - 1989     GOOD             USPSQD
 BM0640  HISTORY     - 1990     GOOD             USPSQD
 BM0640  HISTORY     - 19910116 GOOD             USPSQD
 BM0640  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0640
 BM0640                          STATION DESCRIPTION
 BM0640
 BM0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0640'3.4 MI SW FROM AUSTIN.
 BM0640'ABOUT 3.4 MILES SOUTHWEST ALONG SOUTH LAMAR BLVD. FROM U.S. HIGHWAY
 BM0640'290 LOOP RD. 34 FROM THE SOUTH END OF A CONCRETE BRIDGE OVER THE
 BM0640'COLORADO RIVER AT AUSTIN, AT A CLOVER LEAF AND 2-OVERPASSES OF THE
 BM0640'INTERSECTION OF THE U.S. HIGHWAY 290 AND LOOP 360 AND 343 HIGHWAYS,
 BM0640'30.0 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST BOUND LANE OF
 BM0640'LOOP 360 LEADING NORTHWEST AT THE EAST CORNER OF THE MOST NORTHEAST
 BM0640'ONE OF THE TWO, 0.5 FEET SOUTHWEST OF A STEEL GUARD RAIL PROTECTING
 BM0640'THE OVERPASSES BANNISTER, SET IN TOP OF THE NORTHEAST END OF THE
 BM0640'SOUTHEAST CONCRETE FLOOR AND DIRECTLY OVER THE ABUTMENT, 0.55 MILES
 BM0640'NORTHWEST OF THE BENCH MARK Q 1222.
 BM0640
 BM0640                          STATION RECOVERY (1980)
 BM0640
 BM0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0640'RECOVERED IN GOOD CONDITION.
 BM0640
 BM0640                          STATION RECOVERY (1983)
 BM0640
 BM0640'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0640'RECOVERED IN GOOD CONDITION.
 BM0640
 BM0640                          STATION RECOVERY (1989)
 BM0640
 BM0640'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0640'RECOVERED IN GOOD CONDITION.
 BM0640
 BM0640                          STATION RECOVERY (1989)
 BM0640
 BM0640'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0640'RECOVERED IN GOOD CONDITION.
 BM0640
 BM0640                          STATION RECOVERY (1989)
 BM0640
 BM0640'RECOVERY NOTE BY US POWER SQUADRON 1989 (HWB)
 BM0640'RECOVERED IN GOOD CONDITION.
 BM0640
 BM0640                          STATION RECOVERY (1990)
 BM0640
 BM0640'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0640'RECOVERED IN GOOD CONDITION.
 BM0640
 BM0640                          STATION RECOVERY (1991)
 BM0640
 BM0640'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0640'RECOVERED IN GOOD CONDITION.
 BM0640
 BM0640                          STATION RECOVERY (1995)
 BM0640
 BM0640'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1010 ***********************************************************************
 AX1010  DESIGNATION -  R 1223
 AX1010  PID         -  AX1010
 AX1010  STATE/COUNTY-  TX/FAYETTE
 AX1010  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1010
 AX1010                         *CURRENT SURVEY CONTROL
 AX1010  ___________________________________________________________________
 AX1010* NAD 83(1986)-  29 54 07.     (N)    096 49 24.     (W)     SCALED    
 AX1010* NAVD 88     -        86.794  (meters)     284.76   (feet)  ADJUSTED  
 AX1010  ___________________________________________________________________
 AX1010  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AX1010  DYNAMIC HT  -          86.674 (meters)     284.36  (feet)  COMP
 AX1010  MODELED GRAV-     979,262.6   (mgal)                       NAVD 88
 AX1010
 AX1010  VERT ORDER  -  FIRST     CLASS I
 AX1010
 AX1010.The horizontal coordinates were scaled from a topographic map and have
 AX1010.an estimated accuracy of +/- 6 seconds.
 AX1010
 AX1010.The orthometric height was determined by differential leveling
 AX1010.and adjusted by the National Geodetic Survey in June 1991..
 AX1010
 AX1010.The geoid height was determined by GEOID03.
 AX1010
 AX1010.The dynamic height is computed by dividing the NAVD 88
 AX1010.geopotential number by the normal gravity value computed on the
 AX1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1010.degrees latitude (g = 980.6199 gals.).
 AX1010
 AX1010.The modeled gravity was interpolated from observed gravity values.
 AX1010
 AX1010;                    North         East    Units  Estimated Accuracy
 AX1010;SPC TXSC     - 4,231,220.      810,190.      MT  (+/- 180 meters Scaled)
 AX1010
 AX1010                          SUPERSEDED SURVEY CONTROL
 AX1010
 AX1010  NGVD 29 (??/??/92)   86.748  (m)          284.61   (f) ADJ UNCH    1 1
 AX1010
 AX1010.Superseded values are not recommended for survey control.
 AX1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1010.See file dsdata.txt to determine how the superseded data were derived.
 AX1010
 AX1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU101099(NAD 83)
 AX1010_MARKER: DB = BENCH MARK DISK
 AX1010_SETTING: 66 = SET IN ROCK OUTCROP
 AX1010_SP_SET: SAND STONE OUTCROP
 AX1010_STAMPING: R 1223 1973
 AX1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX1010+STABILITY: POSITION/ELEVATION WELL
 AX1010
 AX1010  HISTORY     - Date     Condition        Report By
 AX1010  HISTORY     - 1973     MONUMENTED       NGS
 AX1010  HISTORY     - 1976     GOOD             NGS
 AX1010  HISTORY     - 1976     GOOD             NGS
 AX1010  HISTORY     - 1978     GOOD             NGS
 AX1010  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX1010
 AX1010                          STATION DESCRIPTION
 AX1010
 AX1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1010'3.55 MI E FROM LA GRANGE.
 AX1010'2.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1010'STATION AT LA GRANGE, THENCE 0.75 MILE SOUTHEAST ALONG STATE HIGHWAY
 AX1010'71, 0.25 MILE SOUTHEAST OF THE JUNCTION OF AN ASPHALT ROAD NORTHEAST
 AX1010'TO STORE, 0.2 MILE NORTHWEST OF HIGHWAY BRIDGE OVER ROCKY CREEK, AT
 AX1010'THE CROSSING OF A POWER LINE AND AT A HIGHWAY CUT, IN THE TOP OF A
 AX1010'SAND-STONE OUTCROP, 54 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A
 AX1010'DRIVEWAY NORTHEAST, 46 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AX1010'HIGHWAY, 140.0 FEET SOUTHEAST OF BENCH MARK Q 1223, 58 FEET NORTHEAST
 AX1010'OF POWER POLE WITH TRANSFORMER, 52.0 FEET NORTHEAST OF A FENCE, 3.5
 AX1010'FEET SOUTHEAST OF A WITNESS POST THAT IS DRILLED IN THE OUTCROP, AND
 AX1010'ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
 AX1010
 AX1010                          STATION RECOVERY (1976)
 AX1010
 AX1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1010'RECOVERED IN GOOD CONDITION.
 AX1010
 AX1010                          STATION RECOVERY (1976)
 AX1010
 AX1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1010'RECOVERED IN GOOD CONDITION.
 AX1010
 AX1010                          STATION RECOVERY (1978)
 AX1010
 AX1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1010'RECOVERED IN GOOD CONDITION.
 AX1010
 AX1010                          STATION RECOVERY (1987)
 AX1010
 AX1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX1010'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0461 ***********************************************************************
 BM0461  DESIGNATION -  R 1224
 BM0461  PID         -  BM0461
 BM0461  STATE/COUNTY-  TX/BASTROP
 BM0461  USGS QUAD   -  SMITHVILLE (1982)
 BM0461
 BM0461                         *CURRENT SURVEY CONTROL
 BM0461  ___________________________________________________________________
 BM0461* NAD 83(1986)-  30 01 15.     (N)    097 11 02.     (W)     SCALED    
 BM0461* NAVD 88     -       102.828  (meters)     337.36   (feet)  ADJUSTED  
 BM0461  ___________________________________________________________________
 BM0461  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BM0461  DYNAMIC HT  -         102.690 (meters)     336.91  (feet)  COMP
 BM0461  MODELED GRAV-     979,297.6   (mgal)                       NAVD 88
 BM0461
 BM0461  VERT ORDER  -  FIRST     CLASS I
 BM0461
 BM0461.The horizontal coordinates were scaled from a topographic map and have
 BM0461.an estimated accuracy of +/- 6 seconds.
 BM0461
 BM0461.The orthometric height was determined by differential leveling
 BM0461.and adjusted by the National Geodetic Survey in June 1991..
 BM0461
 BM0461.The geoid height was determined by GEOID03.
 BM0461
 BM0461.The dynamic height is computed by dividing the NAVD 88
 BM0461.geopotential number by the normal gravity value computed on the
 BM0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0461.degrees latitude (g = 980.6199 gals.).
 BM0461
 BM0461.The modeled gravity was interpolated from observed gravity values.
 BM0461
 BM0461;                    North         East    Units  Estimated Accuracy
 BM0461;SPC TX C     - 3,043,560.    1,003,780.      MT  (+/- 180 meters Scaled)
 BM0461
 BM0461                          SUPERSEDED SURVEY CONTROL
 BM0461
 BM0461  NGVD 29 (??/??/92)  102.777  (m)          337.19   (f) ADJ UNCH    1 1
 BM0461
 BM0461.Superseded values are not recommended for survey control.
 BM0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0461.See file dsdata.txt to determine how the superseded data were derived.
 BM0461
 BM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU751224(NAD 83)
 BM0461_MARKER: DB = BENCH MARK DISK
 BM0461_SETTING: 66 = SET IN ROCK OUTCROP
 BM0461_SP_SET: OUTCROP
 BM0461_STAMPING: R 1224 1973
 BM0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0461+STABILITY: POSITION/ELEVATION WELL
 BM0461
 BM0461  HISTORY     - Date     Condition        Report By
 BM0461  HISTORY     - 1973     MONUMENTED       NGS
 BM0461  HISTORY     - 1978     GOOD             NGS
 BM0461  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0461  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 BM0461
 BM0461                          STATION DESCRIPTION
 BM0461
 BM0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0461'1.5 MI NW FROM SMITHVILLE.
 BM0461'1.5 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 BM0461'CROSSING OF STATE HIGHWAY 95 AT SMITHVILLE, 0.5 MILE SOUTHEAST OF
 BM0461'MILEPOLE 967, 0.05 MILE NORTHWEST OF THE CROSSING OF A PRIVATE ROAD,
 BM0461'IN THE TOP OF A 6- BY 7-FOOT OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT
 BM0461'ABOVE THE GROUND, 167.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 176 FEET
 BM0461'WEST OF THE NORTHWEST END OF A METAL GATE ACROSS THE ROAD, 36 1/2 FEET
 BM0461'NORTH OF THE CENTER LINE OF THE ROAD, 151 1/2 FEET SOUTH OF TELEPHONE
 BM0461'POLE 1995, 125.3 FEET SOUTHWEST OF A FENCE, 114 1/2 FEET
 BM0461'WEST-SOUTHWEST OF A TELEPHONE POLE WITH TWO GUY WIRES, 126.2 FEET
 BM0461'SOUTHWEST OF A WITNESS POST, ABOUT 8 FEET HIGHER THAN THE TRACK, AND
 BM0461'1/2 FOOT ABOVE THE GROUND.
 BM0461
 BM0461                          STATION RECOVERY (1978)
 BM0461
 BM0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0461'RECOVERED IN GOOD CONDITION.
 BM0461
 BM0461                          STATION RECOVERY (1999)
 BM0461
 BM0461'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0461'MARK NOT FOUND.
 BM0461
 BM0461                          STATION RECOVERY (2004)
 BM0461
 BM0461'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGG)
 BM0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0524 ***********************************************************************
 BM0524  DESIGNATION -  R 1225
 BM0524  PID         -  BM0524
 BM0524  STATE/COUNTY-  TX/BASTROP
 BM0524  USGS QUAD   -  BASTROP (1982)
 BM0524
 BM0524                         *CURRENT SURVEY CONTROL
 BM0524  ___________________________________________________________________
 BM0524* NAD 83(1986)-  30 06 38.     (N)    097 21 46.     (W)     SCALED    
 BM0524* NAVD 88     -       117.881  (meters)     386.75   (feet)  ADJUSTED  
 BM0524  ___________________________________________________________________
 BM0524  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0524  DYNAMIC HT  -         117.721 (meters)     386.22  (feet)  COMP
 BM0524  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 BM0524
 BM0524  VERT ORDER  -  FIRST     CLASS I
 BM0524
 BM0524.The horizontal coordinates were scaled from a topographic map and have
 BM0524.an estimated accuracy of +/- 6 seconds.
 BM0524
 BM0524.The orthometric height was determined by differential leveling
 BM0524.and adjusted by the National Geodetic Survey in June 1991..
 BM0524
 BM0524.The geoid height was determined by GEOID03.
 BM0524
 BM0524.The dynamic height is computed by dividing the NAVD 88
 BM0524.geopotential number by the normal gravity value computed on the
 BM0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0524.degrees latitude (g = 980.6199 gals.).
 BM0524
 BM0524.The modeled gravity was interpolated from observed gravity values.
 BM0524
 BM0524;                    North         East    Units  Estimated Accuracy
 BM0524;SPC TX C     - 3,053,030.      986,270.      MT  (+/- 180 meters Scaled)
 BM0524
 BM0524                          SUPERSEDED SURVEY CONTROL
 BM0524
 BM0524  NGVD 29 (??/??/92)  117.819  (m)          386.54   (f) ADJ UNCH    1 1
 BM0524
 BM0524.Superseded values are not recommended for survey control.
 BM0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0524.See file dsdata.txt to determine how the superseded data were derived.
 BM0524
 BM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU577321(NAD 83)
 BM0524_MARKER: DB = BENCH MARK DISK
 BM0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0524_SP_SET: CULVERT
 BM0524_STAMPING: R 1225 1973
 BM0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0524+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 BM0524
 BM0524  HISTORY     - Date     Condition        Report By
 BM0524  HISTORY     - 1973     MONUMENTED       NGS
 BM0524  HISTORY     - 1978     GOOD             NGS
 BM0524  HISTORY     - 1987     GOOD             USPSQD
 BM0524  HISTORY     - 1989     GOOD             USPSQD
 BM0524  HISTORY     - 1990     GOOD             USPSQD
 BM0524  HISTORY     - 1991     GOOD             USPSQD
 BM0524  HISTORY     - 19951226 GOOD             USPSQD
 BM0524  HISTORY     - 19990522 GOOD             USPSQD
 BM0524  HISTORY     - 20020917 GOOD             USPSQD
 BM0524  HISTORY     - 20041120 GOOD             USPSQD
 BM0524
 BM0524                          STATION DESCRIPTION
 BM0524
 BM0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0524'2.95 MI W FROM BASTROP.
 BM0524'ABOUT 0.3 MILES SOUTH ALONG PECAN ST. FROM THE COUNTY COURTHOUSE AT
 BM0524'BASTROP THENCE 2.65 MILES WEST ALONG STATE HIGHWAY 71, 0.5 MILES WEST
 BM0524'OF THE JUNCTION OF STATE HIGHWAY 304 LEADING SOUTH, 0.1 MILES WEST OF
 BM0524'A LARGE RANCH TYPE TAN BRICK HOUSE, 25.5 FEET SOUTH OF THE CENTER LINE
 BM0524'OF THE SOUTH LANE OF THE HIGHWAY, SET IN TOP OF AND CENTER OF SOUTH
 BM0524'CONCRETE HEADWALL OF A 3 X 10 FT. BOX CULVERT, 1.05 MILES EAST OF B.M.
 BM0524'Q 1225 ABOUT LEVEL WITH THE HIGHWAY.
 BM0524
 BM0524                          STATION RECOVERY (1978)
 BM0524
 BM0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0524'RECOVERED IN GOOD CONDITION.
 BM0524
 BM0524                          STATION RECOVERY (1987)
 BM0524
 BM0524'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 BM0524'RECOVERED IN GOOD CONDITION.
 BM0524
 BM0524                          STATION RECOVERY (1989)
 BM0524
 BM0524'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0524'RECOVERED IN GOOD CONDITION.
 BM0524
 BM0524                          STATION RECOVERY (1990)
 BM0524
 BM0524'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0524'RECOVERED IN GOOD CONDITION.
 BM0524
 BM0524                          STATION RECOVERY (1991)
 BM0524
 BM0524'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0524'RECOVERED IN GOOD CONDITION.
 BM0524
 BM0524                          STATION RECOVERY (1995)
 BM0524
 BM0524'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0524'RECOVERED IN GOOD CONDITION.
 BM0524
 BM0524                          STATION RECOVERY (1999)
 BM0524
 BM0524'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0524'RECOVERED IN GOOD CONDITION.
 BM0524
 BM0524                          STATION RECOVERY (2002)
 BM0524
 BM0524'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BM0524'RECOVERED IN GOOD CONDITION.
 BM0524
 BM0524                          STATION RECOVERY (2004)
 BM0524
 BM0524'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVS)
 BM0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1058 ***********************************************************************
 AW1058  DESIGNATION -  R 1226
 AW1058  PID         -  AW1058
 AW1058  STATE/COUNTY-  TX/GALVESTON
 AW1058  USGS QUAD   -  TEXAS CITY (1994)
 AW1058
 AW1058                         *CURRENT SURVEY CONTROL
 AW1058  ___________________________________________________________________
 AW1058* NAD 83(1986)-  29 23 13.     (N)    094 58 37.     (W)     SCALED    
 AW1058* NAVD 88     -         3.446  (meters)      11.31   (feet)  ADJUSTED  
 AW1058  ___________________________________________________________________
 AW1058  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1058  DYNAMIC HT  -           3.441 (meters)      11.29  (feet)  COMP
 AW1058  MODELED GRAV-     979,266.7   (mgal)                       NAVD 88
 AW1058
 AW1058  VERT ORDER  -  FIRST     CLASS I
 AW1058
 AW1058.The horizontal coordinates were scaled from a topographic map and have
 AW1058.an estimated accuracy of +/- 6 seconds.
 AW1058
 AW1058.The orthometric height was determined by differential leveling
 AW1058.and adjusted by the National Geodetic Survey in June 1991..
 AW1058
 AW1058.The geoid height was determined by GEOID03.
 AW1058
 AW1058.The dynamic height is computed by dividing the NAVD 88
 AW1058.geopotential number by the normal gravity value computed on the
 AW1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1058.degrees latitude (g = 980.6199 gals.).
 AW1058
 AW1058.The modeled gravity was interpolated from observed gravity values.
 AW1058
 AW1058;                    North         East    Units  Estimated Accuracy
 AW1058;SPC TXSC     - 4,178,900.      990,400.      MT  (+/- 180 meters Scaled)
 AW1058
 AW1058                          SUPERSEDED SURVEY CONTROL
 AW1058
 AW1058  NGVD 29 (12/23/87)    3.442  (m)           11.29   (f) ADJUSTED    1 1
 AW1058
 AW1058.Superseded values are not recommended for survey control.
 AW1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1058.See file dsdata.txt to determine how the superseded data were derived.
 AW1058
 AW1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN081524(NAD 83)
 AW1058_MARKER: DB = BENCH MARK DISK
 AW1058_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW1058+WITH SETTING: INTO GROUND
 AW1058_SP_SET: METAL ROD WITH BASE PLATE
 AW1058_STAMPING: R 1226 1976
 AW1058_MARK LOGO: NGS   
 AW1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1058+STABILITY: SURFACE MOTION
 AW1058
 AW1058  HISTORY     - Date     Condition        Report By
 AW1058  HISTORY     - 1976     MONUMENTED       NGS
 AW1058  HISTORY     - 1978     GOOD             NGS
 AW1058  HISTORY     - 1983     GOOD             NGS
 AW1058  HISTORY     - 1987     GOOD             NGS
 AW1058  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW1058  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1058
 AW1058                          STATION DESCRIPTION
 AW1058
 AW1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1058'0.65 MI NW FROM LAMARQUE.
 AW1058'AT LAMARQUE, 0.65 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE
 AW1058'JUNCTION OF FARM ROAD 1765, AT THE JUNCTION OF ANDERSON STREET, 74
 AW1058'FEET NORTH OF THE CENTER OF THE JUNCTION OF ANDERSON STREET AND THE
 AW1058'HIGHWAY, 49 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 38.6
 AW1058'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.9 FEET NORTHWEST
 AW1058'OF A POWER LINE POLE.
 AW1058
 AW1058                          STATION RECOVERY (1978)
 AW1058
 AW1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1058'RECOVERED IN GOOD CONDITION.
 AW1058
 AW1058                          STATION RECOVERY (1983)
 AW1058
 AW1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1058'RECOVERED IN GOOD CONDITION.
 AW1058
 AW1058                          STATION RECOVERY (1987)
 AW1058
 AW1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1058'RECOVERED IN GOOD CONDITION.
 AW1058
 AW1058                          STATION RECOVERY (1991)
 AW1058
 AW1058'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW1058'MARK NOT FOUND.
 AW1058
 AW1058                          STATION RECOVERY (1994)
 AW1058
 AW1058'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0429 ***********************************************************************
 EM0429  DESIGNATION -  R 123
 EM0429  PID         -  EM0429
 EM0429  STATE/COUNTY-  TX/HARDEMAN
 EM0429  USGS QUAD   -  CHILLICOTHE (1984)
 EM0429
 EM0429                         *CURRENT SURVEY CONTROL
 EM0429  ___________________________________________________________________
 EM0429* NAD 83(1986)-  34 16 45.     (N)    099 30 29.     (W)     SCALED    
 EM0429* NAVD 88     -       419.319  (meters)    1375.72   (feet)  ADJUSTED  
 EM0429  ___________________________________________________________________
 EM0429  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EM0429  DYNAMIC HT  -         418.847 (meters)    1374.17  (feet)  COMP
 EM0429  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 EM0429
 EM0429  VERT ORDER  -  SECOND    CLASS 0
 EM0429
 EM0429.The horizontal coordinates were scaled from a topographic map and have
 EM0429.an estimated accuracy of +/- 6 seconds.
 EM0429
 EM0429.The orthometric height was determined by differential leveling
 EM0429.and adjusted by the National Geodetic Survey in June 1991..
 EM0429
 EM0429.The geoid height was determined by GEOID03.
 EM0429
 EM0429.The dynamic height is computed by dividing the NAVD 88
 EM0429.geopotential number by the normal gravity value computed on the
 EM0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0429.degrees latitude (g = 980.6199 gals.).
 EM0429
 EM0429.The modeled gravity was interpolated from observed gravity values.
 EM0429
 EM0429;                    North         East    Units  Estimated Accuracy
 EM0429;SPC TXNC     - 2,290,170.      507,170.      MT  (+/- 180 meters Scaled)
 EM0429
 EM0429                          SUPERSEDED SURVEY CONTROL
 EM0429
 EM0429  NGVD 29 (??/??/92)  419.166  (m)         1375.21   (f) ADJ UNCH    2 0
 EM0429
 EM0429.Superseded values are not recommended for survey control.
 EM0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0429.See file dsdata.txt to determine how the superseded data were derived.
 EM0429
 EM0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC532932(NAD 83)
 EM0429_MARKER: DB = BENCH MARK DISK
 EM0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0429_SP_SET: BRIDGE
 EM0429_STAMPING: R 123 1961
 EM0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0429
 EM0429  HISTORY     - Date     Condition        Report By
 EM0429  HISTORY     - 1961     MONUMENTED       CGS
 EM0429  HISTORY     - 1984     GOOD             NGS
 EM0429
 EM0429                          STATION DESCRIPTION
 EM0429
 EM0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0429'2.0 MI N FROM CHILLICOTHE.
 EM0429'2.05 MILES NORTH AND EAST ALONG FARM ROAD 91 FROM THE JUNCTION OF U.S.
 EM0429'287 AND FARM ROAD 91 IN CHILLICOTHE, 12.6 FEET EAST OF THE CENTER OF
 EM0429'THE HIGHWAY, CEMENTED IN A DRILL HOLE 1 FOOT SOUTH OF THE NORTH END OF
 EM0429'THE EAST HEADWALL OF A LARGE CONCRETE BRIDGE AND ABOUT 2 FEET HIGHER
 EM0429'THAN THE HIGHWAY.
 EM0429
 EM0429                          STATION RECOVERY (1984)
 EM0429
 EM0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0664 ***********************************************************************
 AN0664  DESIGNATION -  R 123
 AN0664  PID         -  AN0664
 AN0664  STATE/COUNTY-  TX/VICTORIA
 AN0664  USGS QUAD   -  VICTORIA EAST (1995)
 AN0664
 AN0664                         *CURRENT SURVEY CONTROL
 AN0664  ___________________________________________________________________
 AN0664* NAD 83(1986)-  28 47 49.     (N)    096 59 41.     (W)     SCALED    
 AN0664* NAVD 88     -        26.40   (+/-2cm)      86.6    (feet)  VERTCON   
 AN0664  ___________________________________________________________________
 AN0664  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0664
 AN0664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0664
 AN0664.The horizontal coordinates were scaled from a topographic map and have
 AN0664.an estimated accuracy of +/- 6 seconds.
 AN0664
 AN0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0664.The vertical order pertains to the NGVD 29 superseded value.
 AN0664
 AN0664.The geoid height was determined by GEOID03.
 AN0664
 AN0664;                    North         East    Units  Estimated Accuracy
 AN0664;SPC TXSC     - 4,108,470.      795,750.      MT  (+/- 180 meters Scaled)
 AN0664
 AN0664                          SUPERSEDED SURVEY CONTROL
 AN0664
 AN0664  NGVD 29 (??/??/92)   26.49   (m)           86.9    (f) COMPUTED    2 0
 AN0664
 AN0664.Superseded values are not recommended for survey control.
 AN0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0664.See file dsdata.txt to determine how the superseded data were derived.
 AN0664
 AN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS957871(NAD 83)
 AN0664_MARKER: DB = BENCH MARK DISK
 AN0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0664_SP_SET: CULVERT
 AN0664_STAMPING: R-123 1933
 AN0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0664
 AN0664  HISTORY     - Date     Condition        Report By
 AN0664  HISTORY     - 1933     MONUMENTED       CGS
 AN0664  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0664
 AN0664                          STATION DESCRIPTION
 AN0664
 AN0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN0664'IN VICTORIA.
 AN0664'ALONG THE TEXAS AND NEW ORLEANS R.R.  0.4 MILE EAST OF THE DEPOT IN
 AN0664'THE EAST END OF THE NORTH HEADWALL OF TRIPLE 6 X 6 FT. CONCRETE BOX
 AN0664'HIGHWAY CULVERT OPPOSITE R.R. CULVERT 96 G.
 AN0664
 AN0664                          STATION RECOVERY (1990)
 AN0664
 AN0664'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0665 ***********************************************************************
 AN0665  DESIGNATION -  R 123 RESET 1959
 AN0665  PID         -  AN0665
 AN0665  STATE/COUNTY-  TX/VICTORIA
 AN0665  USGS QUAD   -  VICTORIA EAST (1995)
 AN0665
 AN0665                         *CURRENT SURVEY CONTROL
 AN0665  ___________________________________________________________________
 AN0665* NAD 83(1986)-  28 47 49.     (N)    096 59 41.     (W)     SCALED    
 AN0665* NAVD 88     -        25.74   (+/-2cm)      84.4    (feet)  VERTCON   
 AN0665  ___________________________________________________________________
 AN0665  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0665
 AN0665  VERT ORDER  -  THIRD (See Below)
 AN0665
 AN0665.The horizontal coordinates were scaled from a topographic map and have
 AN0665.an estimated accuracy of +/- 6 seconds.
 AN0665
 AN0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0665.The vertical order pertains to the NGVD 29 superseded value.
 AN0665
 AN0665.The geoid height was determined by GEOID03.
 AN0665
 AN0665;                    North         East    Units  Estimated Accuracy
 AN0665;SPC TXSC     - 4,108,470.      795,750.      MT  (+/- 180 meters Scaled)
 AN0665
 AN0665                          SUPERSEDED SURVEY CONTROL
 AN0665
 AN0665  NGVD 29 (??/??/??)   25.82   (m)           84.7    (f) RESET       3  
 AN0665
 AN0665.Superseded values are not recommended for survey control.
 AN0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0665.See file dsdata.txt to determine how the superseded data were derived.
 AN0665
 AN0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS957871(NAD 83)
 AN0665_MARKER: DB = BENCH MARK DISK
 AN0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0665_STAMPING: R 123 RESET 1959
 AN0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0665+STABILITY: SURFACE MOTION
 AN0665
 AN0665  HISTORY     - Date     Condition        Report By
 AN0665  HISTORY     - 1959     MONUMENTED       CGS
 AN0665
 AN0665                          STATION DESCRIPTION
 AN0665
 AN0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN0665'IN VICTORIA.
 AN0665'IN VICTORIA, VICTORIA COUNTY, ABOUT 0.4 MILES SOUTHEAST ALONG THE T.
 AN0665'AND NO. R.R. FROM THE STATION IN THE NORTH POINT OF THE INTERSECTION
 AN0665'OF NORTH HUMMEL AVE. AND EAST GOODWIN AVE.  IT IS ABOUT 25 FEET
 AN0665'NORTHWEST OF THE CENTERLINE OF HUMMEL, 5 FEET NORTHEAST OF THE EDGE OF
 AN0665'THE DITCH ALONG THE NORTHEAST SIDE OF GOODWIN AND 24 FEET WEST OF THE
 AN0665'CENTERLINE OF THE TRACKS.  IT IS ABOUT 50 YARDS SOUTHEAST OF A CULVERT
 AN0665'AND IS 4 FEET NORTH OF A TELEGRAPH POLE.  A STANDARD DISK STAMPED R
 AN0665'123 RESET 1959 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0725 ***********************************************************************
 CD0725  DESIGNATION -  R 1235
 CD0725  PID         -  CD0725
 CD0725  STATE/COUNTY-  TX/CULBERSON
 CD0725  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0725
 CD0725                         *CURRENT SURVEY CONTROL
 CD0725  ___________________________________________________________________
 CD0725* NAD 83(1986)-  31 53 24.     (N)    104 49 22.     (W)     SCALED    
 CD0725* NAVD 88     -      1735.444  (meters)    5693.70   (feet)  ADJUSTED  
 CD0725  ___________________________________________________________________
 CD0725  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 CD0725  DYNAMIC HT  -        1732.707 (meters)    5684.72  (feet)  COMP
 CD0725  MODELED GRAV-     978,999.4   (mgal)                       NAVD 88
 CD0725
 CD0725  VERT ORDER  -  FIRST     CLASS I
 CD0725
 CD0725.The horizontal coordinates were scaled from a topographic map and have
 CD0725.an estimated accuracy of +/- 6 seconds.
 CD0725
 CD0725.The orthometric height was determined by differential leveling
 CD0725.and adjusted by the National Geodetic Survey in June 1991..
 CD0725
 CD0725.The geoid height was determined by GEOID03.
 CD0725
 CD0725.The dynamic height is computed by dividing the NAVD 88
 CD0725.geopotential number by the normal gravity value computed on the
 CD0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0725.degrees latitude (g = 980.6199 gals.).
 CD0725
 CD0725.The modeled gravity was interpolated from observed gravity values.
 CD0725
 CD0725;                    North         East    Units  Estimated Accuracy
 CD0725;SPC TX C     - 3,255,050.      275,390.      MT  (+/- 180 meters Scaled)
 CD0725
 CD0725                          SUPERSEDED SURVEY CONTROL
 CD0725
 CD0725  NGVD 29 (??/??/92) 1734.801  (m)         5691.59   (f) ADJ UNCH    1 1
 CD0725
 CD0725.Superseded values are not recommended for survey control.
 CD0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0725.See file dsdata.txt to determine how the superseded data were derived.
 CD0725
 CD0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER167282(NAD 83)
 CD0725_MARKER: DB = BENCH MARK DISK
 CD0725_SETTING: 80 = SET IN A BOULDER
 CD0725_STAMPING: R 1235 1977
 CD0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0725+STABILITY: SURFACE MOTION
 CD0725
 CD0725  HISTORY     - Date     Condition        Report By
 CD0725  HISTORY     - 1977     MONUMENTED       NGS
 CD0725
 CD0725                          STATION DESCRIPTION
 CD0725
 CD0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0725'0.5 MI SW FROM PINE SPRINGS.
 CD0725'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0725'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, SET IN TOP OF AN
 CD0725'EMBEDDED BOULDER, 96 FT. WEST OF THE CENTER LINE OF THE HIGHWAY,
 CD0725'249 FT. SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST
 CD0725'THROUGH A GATE TO A STOCK PEN, 179 FT. SOUTH-SOUTHWEST OF THE
 CD0725'WEST END OF THE SOUTH ONE OF THREE 42-INCH CORRUGATED STEEL PIPE
 CD0725'CULVERTS UNDER THE HIGHWAY, 49 FT. WEST-SOUTHWEST OF A
 CD0725'TELEPHONE POLE, 33 FT. EAST OF THE BOUNDARY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0746 ***********************************************************************
 CD0746  DESIGNATION -  R 1236
 CD0746  PID         -  CD0746
 CD0746  STATE/COUNTY-  TX/HUDSPETH
 CD0746  USGS QUAD   -  MICKEY DRAW WEST (1984)
 CD0746
 CD0746                         *CURRENT SURVEY CONTROL
 CD0746  ___________________________________________________________________
 CD0746* NAD 83(1986)-  31 45 34.     (N)    105 21 21.     (W)     SCALED    
 CD0746* NAVD 88     -      1267.839  (meters)    4159.57   (feet)  ADJUSTED  
 CD0746  ___________________________________________________________________
 CD0746  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0746  DYNAMIC HT  -        1265.936 (meters)    4153.32  (feet)  COMP
 CD0746  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 CD0746
 CD0746  VERT ORDER  -  FIRST     CLASS I
 CD0746
 CD0746.The horizontal coordinates were scaled from a topographic map and have
 CD0746.an estimated accuracy of +/- 6 seconds.
 CD0746
 CD0746.The orthometric height was determined by differential leveling
 CD0746.and adjusted by the National Geodetic Survey in June 1991..
 CD0746
 CD0746.The geoid height was determined by GEOID03.
 CD0746
 CD0746.The dynamic height is computed by dividing the NAVD 88
 CD0746.geopotential number by the normal gravity value computed on the
 CD0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0746.degrees latitude (g = 980.6199 gals.).
 CD0746
 CD0746.The modeled gravity was interpolated from observed gravity values.
 CD0746
 CD0746;                    North         East    Units  Estimated Accuracy
 CD0746;SPC TX C     - 3,242,740.      224,350.      MT  (+/- 180 meters Scaled)
 CD0746
 CD0746                          SUPERSEDED SURVEY CONTROL
 CD0746
 CD0746  NGVD 29 (??/??/92) 1267.303  (m)         4157.81   (f) ADJ UNCH    1 1
 CD0746
 CD0746.Superseded values are not recommended for survey control.
 CD0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0746.See file dsdata.txt to determine how the superseded data were derived.
 CD0746
 CD0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR663138(NAD 83)
 CD0746_MARKER: DB = BENCH MARK DISK
 CD0746_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0746_SP_SET: 8 FT
 CD0746_STAMPING: R 1236 1977
 CD0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0746
 CD0746  HISTORY     - Date     Condition        Report By
 CD0746  HISTORY     - 1977     MONUMENTED       NGS
 CD0746  HISTORY     - 19970916 GOOD             USPSQD
 CD0746
 CD0746                          STATION DESCRIPTION
 CD0746
 CD0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0746'40.1 MI SW FROM PINE SPRINGS.
 CD0746'40.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0746'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.75 MILE EAST OF THE
 CD0746'JUNCTION OF RANCH ROAD 1111, 0.15 MILE WEST OF THE JUNCTION OF A
 CD0746'DIRT ROAD LEADING SOUTH TO A SMALL BUILDING, 51.5 FT. NORTH OF THE
 CD0746'CENTER LINE OF THE HIGHWAY, 27 FT. NORTHEAST OF THE NORTH END OF A
 CD0746'24-INCH CORRUGATED STEEL PIPE CULVERT UNDER THE HIGHWAY, 15.5 FT.
 CD0746'WEST OF THE JUNCTION OF TWO FENCES, 2 FT. SOUTH OF THE RIGHT OF WAY
 CD0746'FENCE, 2 FT. EAST OF A TELEPHONE POLE, DISK IS 0.8 FT. BELOW THE
 CD0746'GROUND LEVEL ACCESS TO WHICH IS HAD THOUGH A 4-INCH PLASTIC SCREW CAP.
 CD0746
 CD0746                          STATION RECOVERY (1997)
 CD0746
 CD0746'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0629 ***********************************************************************
 AW0629  DESIGNATION -  R 1237
 AW0629  PID         -  AW0629
 AW0629  STATE/COUNTY-  TX/GALVESTON
 AW0629  USGS QUAD   -  LAKE COMO (1994)
 AW0629
 AW0629                         *CURRENT SURVEY CONTROL
 AW0629  ___________________________________________________________________
 AW0629* NAD 83(1986)-  29 11 22.     (N)    094 57 47.     (W)     SCALED    
 AW0629* NAVD 88     -         1.945  (meters)       6.38   (feet)  ADJUSTED  
 AW0629  ___________________________________________________________________
 AW0629  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW0629  DYNAMIC HT  -           1.942 (meters)       6.37  (feet)  COMP
 AW0629  MODELED GRAV-     979,251.9   (mgal)                       NAVD 88
 AW0629
 AW0629  VERT ORDER  -  FIRST     CLASS I
 AW0629
 AW0629.The horizontal coordinates were scaled from a topographic map and have
 AW0629.an estimated accuracy of +/- 6 seconds.
 AW0629
 AW0629.The orthometric height was determined by differential leveling
 AW0629.and adjusted by the National Geodetic Survey in June 1991..
 AW0629
 AW0629.The geoid height was determined by GEOID03.
 AW0629
 AW0629.The dynamic height is computed by dividing the NAVD 88
 AW0629.geopotential number by the normal gravity value computed on the
 AW0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0629.degrees latitude (g = 980.6199 gals.).
 AW0629
 AW0629.The modeled gravity was interpolated from observed gravity values.
 AW0629
 AW0629;                    North         East    Units  Estimated Accuracy
 AW0629;SPC TXSC     - 4,157,070.      992,510.      MT  (+/- 180 meters Scaled)
 AW0629
 AW0629                          SUPERSEDED SURVEY CONTROL
 AW0629
 AW0629  NGVD 29 (12/23/87)    1.942  (m)            6.37   (f) ADJUSTED    1 1
 AW0629
 AW0629.Superseded values are not recommended for survey control.
 AW0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0629.See file dsdata.txt to determine how the superseded data were derived.
 AW0629
 AW0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN091305(NAD 83)
 AW0629_MARKER: DB = BENCH MARK DISK
 AW0629_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0629_SP_SET: GALVANIZED STEEL ROD
 AW0629_STAMPING: R 1237 1978
 AW0629_MARK LOGO: NGS   
 AW0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0629+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0629
 AW0629  HISTORY     - Date     Condition        Report By
 AW0629  HISTORY     - 1978     MONUMENTED       NGS
 AW0629  HISTORY     - 1987     GOOD             USPSQD
 AW0629  HISTORY     - 1987     GOOD             USPSQD
 AW0629  HISTORY     - 1987     GOOD             USPSQD
 AW0629  HISTORY     - 1987     GOOD             NGS
 AW0629  HISTORY     - 1988     GOOD             USPSQD
 AW0629  HISTORY     - 1988     GOOD             USPSQD
 AW0629  HISTORY     - 1988     GOOD             USPSQD
 AW0629  HISTORY     - 1989     POOR             USPSQD
 AW0629  HISTORY     - 19940915 GOOD             USPSQD
 AW0629  HISTORY     - 20031121 GOOD             USPSQD
 AW0629  HISTORY     - 20031125 GOOD             USPSQD
 AW0629  HISTORY     - 20050309 GOOD             USPSQD
 AW0629  HISTORY     - 20051215 GOOD             USPSQD
 AW0629
 AW0629                          STATION DESCRIPTION
 AW0629
 AW0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0629'0.8 MI NE FROM JAMAICA BEACH.
 AW0629'0.8 MILE NORTHEAST ALONG FM 3005 (STEWART ROAD) FROM THE JUNCTION
 AW0629'OF BUCCANEER DRIVE IN THE SMALL VILLAGE OF JAMAICA BEACH TO GRAVEL
 AW0629'ROAD LEADING NORTHWEST, 141 FT. NORTHEAST OF THE CENTERLINE OF FM
 AW0629'3005, 103 FT. WEST OF THE CENTER OF AN ALUMINUM GATE AND GRAVEL ROAD,
 AW0629'1 FT. SOUTHEAST OF A FENCELINE.
 AW0629
 AW0629                          STATION RECOVERY (1987)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0629'RECOVERED IN GOOD CONDITION.
 AW0629
 AW0629                          STATION RECOVERY (1987)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0629'RECOVERED IN GOOD CONDITION.
 AW0629
 AW0629                          STATION RECOVERY (1987)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGS)
 AW0629'RECOVERED IN GOOD CONDITION.
 AW0629
 AW0629                          STATION RECOVERY (1987)
 AW0629
 AW0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0629'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--AT
 AW0629'THE JUNCTION OF 13-MILE ROAD LEADING NORTH-NORTHWEST, 16.8 M (55.1 FT)
 AW0629'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF FARM
 AW0629'MARKET ROAD 3055, AND 21.0 M (68.9 FT) NORTHEAST OF A UTILITY POLE.
 AW0629
 AW0629                          STATION RECOVERY (1988)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0629'RECOVERED IN GOOD CONDITION.
 AW0629
 AW0629                          STATION RECOVERY (1988)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0629'RECOVERED IN GOOD CONDITION.
 AW0629
 AW0629                          STATION RECOVERY (1988)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0629'RECOVERED IN GOOD CONDITION.
 AW0629
 AW0629                          STATION RECOVERY (1989)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0629'MARK RECOVERED IN POOR CONDITION.
 AW0629
 AW0629                          STATION RECOVERY (1994)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0629'RECOVERED IN GOOD CONDITION.
 AW0629
 AW0629                          STATION RECOVERY (2003)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0629'RECOVERED IN GOOD CONDITION.
 AW0629
 AW0629                          STATION RECOVERY (2003)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AW0629'RECOVERED IN GOOD CONDITION.
 AW0629
 AW0629                          STATION RECOVERY (2005)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AW0629'RECOVERED IN GOOD CONDITION.
 AW0629
 AW0629                          STATION RECOVERY (2005)
 AW0629
 AW0629'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0629'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1669 ***********************************************************************
 AN1669  DESIGNATION -  R 124
 AN1669  PID         -  AN1669
 AN1669  STATE/COUNTY-  TX/DE WITT
 AN1669  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1669
 AN1669                         *CURRENT SURVEY CONTROL
 AN1669  ___________________________________________________________________
 AN1669* NAD 83(1986)-  28 55 20.     (N)    097 36 39.     (W)     SCALED    
 AN1669* NAVD 88     -       127.21   (+/-2cm)     417.4    (feet)  VERTCON   
 AN1669  ___________________________________________________________________
 AN1669  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN1669
 AN1669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1669
 AN1669.The horizontal coordinates were scaled from a topographic map and have
 AN1669.an estimated accuracy of +/- 6 seconds.
 AN1669
 AN1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1669.The vertical order pertains to the NGVD 29 superseded value.
 AN1669
 AN1669.The geoid height was determined by GEOID03.
 AN1669
 AN1669;                    North         East    Units  Estimated Accuracy
 AN1669;SPC TXSC     - 4,121,480.      735,440.      MT  (+/- 180 meters Scaled)
 AN1669
 AN1669                          SUPERSEDED SURVEY CONTROL
 AN1669
 AN1669  NGVD 29 (??/??/92)  127.203  (m)          417.33   (f) ADJ UNCH    2 0
 AN1669
 AN1669.Superseded values are not recommended for survey control.
 AN1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1669.See file dsdata.txt to determine how the superseded data were derived.
 AN1669
 AN1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT354001(NAD 83)
 AN1669_MARKER: DB = BENCH MARK DISK
 AN1669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1669_SP_SET: WALK
 AN1669_STAMPING: R 124 1933
 AN1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1669
 AN1669  HISTORY     - Date     Condition        Report By
 AN1669  HISTORY     - 1933     MONUMENTED       CGS
 AN1669
 AN1669                          STATION DESCRIPTION
 AN1669
 AN1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1669'IN NORDHEIM.
 AN1669'AT NORDHEIM, DE WITT COUNTY, AT THE FIRST NATIONAL BANK, AT THE SOUTH
 AN1669'CORNER OF THE BUILDING, 13.9 FEET SOUTHEAST OF THE SOUTHWEST ENTRANCE
 AN1669'DOOR, IN THE CENTER OF THE SOUTHWEST FACE OF A BRICK COLUMN, AND 5
 AN1669'FEET ABOVE THE CONCRETE WALK.  A STANDARD DISK, STAMPED R 124 1933 AND
 AN1669'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1520 ***********************************************************************
 AW1520  DESIGNATION -  R 1241
 AW1520  PID         -  AW1520
 AW1520  STATE/COUNTY-  TX/CHAMBERS
 AW1520  USGS QUAD   -  MONT BELVIEU (1994)
 AW1520
 AW1520                         *CURRENT SURVEY CONTROL
 AW1520  ___________________________________________________________________
 AW1520* NAD 83(1986)-  29 46 36.     (N)    094 53 56.     (W)     SCALED    
 AW1520* NAVD 88     -         6.42   (+/-2cm)      21.1    (feet)  VERTCON   
 AW1520  ___________________________________________________________________
 AW1520  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW1520
 AW1520  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1520
 AW1520.The horizontal coordinates were scaled from a topographic map and have
 AW1520.an estimated accuracy of +/- 6 seconds.
 AW1520
 AW1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1520.The vertical order pertains to the NGVD 29 superseded value.
 AW1520
 AW1520.The geoid height was determined by GEOID03.
 AW1520
 AW1520;                    North         East    Units  Estimated Accuracy
 AW1520;SPC TXSC     - 4,222,330.      996,460.      MT  (+/- 180 meters Scaled)
 AW1520
 AW1520                          SUPERSEDED SURVEY CONTROL
 AW1520
 AW1520  NGVD 29 (??/??/92)    6.421  (m)           21.07   (f) ADJ UNCH    1 2
 AW1520
 AW1520.Superseded values are not recommended for survey control.
 AW1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1520.See file dsdata.txt to determine how the superseded data were derived.
 AW1520
 AW1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN164955(NAD 83)
 AW1520_MARKER: DB = BENCH MARK DISK
 AW1520_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1520_SP_SET: DEEP ROD
 AW1520_STAMPING: R 1241 1978
 AW1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1520+STABILITY: SURFACE MOTION
 AW1520
 AW1520  HISTORY     - Date     Condition        Report By
 AW1520  HISTORY     - 1978     MONUMENTED       NGS
 AW1520  HISTORY     - 1990     GOOD             USPSQD
 AW1520  HISTORY     - 19910511 GOOD             USPSQD
 AW1520  HISTORY     - 19960911 GOOD             USPSQD
 AW1520  HISTORY     - 20010331 GOOD             NGS
 AW1520  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW1520  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW1520
 AW1520                          STATION DESCRIPTION
 AW1520
 AW1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1520'5.3 MI NE FROM BAYTOWN.
 AW1520'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 146 FROM THE INTER-
 AW1520'SECTION WITH TEXAS AVENUE IN BAYTOWN, THENCE 1.2 MILES ALONG STATE
 AW1520'FARM ROAD 565 TO THE MARK ON THE SOUTHERN PACIFIC RAILROAD RIGHT
 AW1520'OF WAY, 63 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 565, 51 FEET
 AW1520'SOUTHEAST OF AND ACROSS TRACKS FROM CROSSING SIGNAL LIGHT POLE,
 AW1520'18 FEET EAST OF EAST RAIL, 15 FEET WEST OF A GRAVEL ROAD, 4 FEET
 AW1520'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SIGNAL CONTROL BOX,
 AW1520'AND 1 FOOT SOUTH OF A RAIL GUARD RAIL AROUND SIGNAL CONTROL BOX.
 AW1520
 AW1520                          STATION RECOVERY (1990)
 AW1520
 AW1520'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1520'RECOVERED IN GOOD CONDITION.
 AW1520
 AW1520                          STATION RECOVERY (1991)
 AW1520
 AW1520'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1520'RECOVERED IN GOOD CONDITION.
 AW1520
 AW1520                          STATION RECOVERY (1996)
 AW1520
 AW1520'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1520'RECOVERED IN GOOD CONDITION.
 AW1520
 AW1520                          STATION RECOVERY (2001)
 AW1520
 AW1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1520'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1520
 AW1520                          STATION RECOVERY (2004)
 AW1520
 AW1520'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1520'MARK NOT FOUND.
 AW1520
 AW1520                          STATION RECOVERY (2005)
 AW1520
 AW1520'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1380 ***********************************************************************
 AW1380  DESIGNATION -  R 1242
 AW1380  PID         -  AW1380
 AW1380  STATE/COUNTY-  TX/GALVESTON
 AW1380  USGS QUAD   -  HIGH ISLAND (1994)
 AW1380
 AW1380                         *CURRENT SURVEY CONTROL
 AW1380  ___________________________________________________________________
 AW1380* NAD 83(1986)-  29 31 17.     (N)    094 27 54.     (W)     SCALED    
 AW1380* NAVD 88     -         1.38   (+/-2cm)       4.5    (feet)  VERTCON   
 AW1380  ___________________________________________________________________
 AW1380  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1380
 AW1380  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1380
 AW1380.The horizontal coordinates were scaled from a topographic map and have
 AW1380.an estimated accuracy of +/- 6 seconds.
 AW1380
 AW1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1380.The vertical order pertains to the NGVD 29 superseded value.
 AW1380
 AW1380.The geoid height was determined by GEOID03.
 AW1380
 AW1380;                    North         East    Units  Estimated Accuracy
 AW1380;SPC TXSC     - 4,195,600.    1,039,480.      MT  (+/- 180 meters Scaled)
 AW1380
 AW1380                          SUPERSEDED SURVEY CONTROL
 AW1380
 AW1380  NGVD 29 (??/??/92)    1.381  (m)            4.53   (f) ADJ UNCH    1 2
 AW1380
 AW1380.Superseded values are not recommended for survey control.
 AW1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1380.See file dsdata.txt to determine how the superseded data were derived.
 AW1380
 AW1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN580666(NAD 83)
 AW1380_MARKER: DB = BENCH MARK DISK
 AW1380_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1380_SP_SET: GALVANIZED STEEL ROD
 AW1380_STAMPING: R 1242 1978
 AW1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1380+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 AW1380
 AW1380  HISTORY     - Date     Condition        Report By
 AW1380  HISTORY     - 1978     MONUMENTED       NGS
 AW1380  HISTORY     - 19940903 GOOD             USPSQD
 AW1380  HISTORY     - 19950821 GOOD             USPSQD
 AW1380  HISTORY     - 20010411 GOOD             USPSQD
 AW1380  HISTORY     - 20020724 GOOD             USPSQD
 AW1380  HISTORY     - 20031104 GOOD             USPSQD
 AW1380  HISTORY     - 20050309 GOOD             USPSQD
 AW1380
 AW1380                          STATION DESCRIPTION
 AW1380
 AW1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1380'1.4 MI NE FROM GILCHRIST.
 AW1380'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1380'OFFICE AT GILCHRIST, 123 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 AW1380'OF A PRIVATE DRIVEWAY, 90 FEET SOUTH-SOUTHWEST OF A 10 FOOT
 AW1380'CONCRETE CORNER POST, 66 FEET SOUTHEAST OF THE CENTERLINE
 AW1380'OF HIGHWAY, AND 1.5 FEET NORTH OF POWER POLE NUMBER 175 123.
 AW1380
 AW1380                          STATION RECOVERY (1994)
 AW1380
 AW1380'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1380'RECOVERED IN GOOD CONDITION.
 AW1380
 AW1380                          STATION RECOVERY (1995)
 AW1380
 AW1380'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1380'RECOVERED IN GOOD CONDITION.
 AW1380
 AW1380                          STATION RECOVERY (2001)
 AW1380
 AW1380'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1380'RECOVERED IN GOOD CONDITION.
 AW1380
 AW1380                          STATION RECOVERY (2002)
 AW1380
 AW1380'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1380'RECOVERED IN GOOD CONDITION.
 AW1380
 AW1380                          STATION RECOVERY (2003)
 AW1380
 AW1380'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1380'RECOVERED IN GOOD CONDITION.
 AW1380
 AW1380                          STATION RECOVERY (2005)
 AW1380
 AW1380'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1439 ***********************************************************************
 AW1439  DESIGNATION -  R 1243
 AW1439  PID         -  AW1439
 AW1439  STATE/COUNTY-  TX/CHAMBERS
 AW1439  USGS QUAD   -  SMITH POINT (1993)
 AW1439
 AW1439                         *CURRENT SURVEY CONTROL
 AW1439  ___________________________________________________________________
 AW1439* NAD 83(1986)-  29 32 27.     (N)    094 45 05.     (W)     SCALED    
 AW1439* NAVD 88     -         2.59   (+/-2cm)       8.5    (feet)  VERTCON   
 AW1439  ___________________________________________________________________
 AW1439  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW1439
 AW1439  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1439
 AW1439.The horizontal coordinates were scaled from a topographic map and have
 AW1439.an estimated accuracy of +/- 6 seconds.
 AW1439
 AW1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1439.The vertical order pertains to the NGVD 29 superseded value.
 AW1439
 AW1439.The geoid height was determined by GEOID03.
 AW1439
 AW1439;                    North         East    Units  Estimated Accuracy
 AW1439;SPC TXSC     - 4,196,720.    1,011,660.      MT  (+/- 180 meters Scaled)
 AW1439
 AW1439                          SUPERSEDED SURVEY CONTROL
 AW1439
 AW1439  NGVD 29 (??/??/92)    2.587  (m)            8.49   (f) ADJ UNCH    1 2
 AW1439
 AW1439.Superseded values are not recommended for survey control.
 AW1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1439.See file dsdata.txt to determine how the superseded data were derived.
 AW1439
 AW1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN302691(NAD 83)
 AW1439_MARKER: DB = BENCH MARK DISK
 AW1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1439_SP_SET: HEADWALL
 AW1439_STAMPING: R 1243 1978
 AW1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1439
 AW1439  HISTORY     - Date     Condition        Report By
 AW1439  HISTORY     - 1978     MONUMENTED       NGS
 AW1439  HISTORY     - 1990     GOOD             USPSQD
 AW1439  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1439  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1439  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW1439
 AW1439                          STATION DESCRIPTION
 AW1439
 AW1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1439'0.6 MI NE FROM SMITH POINT.
 AW1439'ABOUT 0.6 MILE NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1439'GROCERY STORE AT SMITH POINT, SET IN THE SOUTHWEST END OF THE
 AW1439'NORTHWEST HEADWALL OF A 4X12 BOX CULVERT, 57 FEET SOUTHEAST OF A
 AW1439'POWER POLE WITH A LARGE TRANSFORMER AND SWITCH BOX WITH NUMBER
 AW1439'RG 50, 30 FEET SOUTH OF A FENCE, AND 21 FEET NORTHWEST OF THE
 AW1439'CENTERLINE OF THE ROAD.
 AW1439
 AW1439                          STATION RECOVERY (1990)
 AW1439
 AW1439'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1439'RECOVERED IN GOOD CONDITION.
 AW1439
 AW1439                          STATION RECOVERY (2001)
 AW1439
 AW1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1439'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1439
 AW1439                          STATION RECOVERY (2004)
 AW1439
 AW1439'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1439'MARK NOT FOUND.
 AW1439
 AW1439                          STATION RECOVERY (2005)
 AW1439
 AW1439'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1730 ***********************************************************************
 AW1730  DESIGNATION -  R 1244
 AW1730  PID         -  AW1730
 AW1730  STATE/COUNTY-  TX/HARRIS
 AW1730  USGS QUAD   -  LA PORTE (1982)
 AW1730
 AW1730                         *CURRENT SURVEY CONTROL
 AW1730  ___________________________________________________________________
 AW1730* NAD 83(1986)-  29 40 19.     (N)    095 07 24.     (W)     SCALED    
 AW1730* NAVD 88     -         9.380  (meters)      30.77   (feet)  ADJUSTED  
 AW1730  ___________________________________________________________________
 AW1730  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1730  DYNAMIC HT  -           9.367 (meters)      30.73  (feet)  COMP
 AW1730  MODELED GRAV-     979,280.4   (mgal)                       NAVD 88
 AW1730
 AW1730  VERT ORDER  -  FIRST     CLASS II
 AW1730
 AW1730.The horizontal coordinates were scaled from a topographic map and have
 AW1730.an estimated accuracy of +/- 6 seconds.
 AW1730
 AW1730.The orthometric height was determined by differential leveling
 AW1730.and adjusted by the National Geodetic Survey in June 1991..
 AW1730
 AW1730.The geoid height was determined by GEOID03.
 AW1730
 AW1730.The dynamic height is computed by dividing the NAVD 88
 AW1730.geopotential number by the normal gravity value computed on the
 AW1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1730.degrees latitude (g = 980.6199 gals.).
 AW1730
 AW1730.The modeled gravity was interpolated from observed gravity values.
 AW1730
 AW1730;                    North         East    Units  Estimated Accuracy
 AW1730;SPC TXSC     - 4,209,990.      975,160.      MT  (+/- 180 meters Scaled)
 AW1730
 AW1730                          SUPERSEDED SURVEY CONTROL
 AW1730
 AW1730  NGVD 29 (12/23/87)    9.377  (m)           30.76   (f) ADJUSTED    1 2
 AW1730
 AW1730.Superseded values are not recommended for survey control.
 AW1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1730.See file dsdata.txt to determine how the superseded data were derived.
 AW1730
 AW1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945843(NAD 83)
 AW1730_MARKER: DB = BENCH MARK DISK
 AW1730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1730_SP_SET: CATCH BASIN
 AW1730_STAMPING: R 1244 1978
 AW1730_MARK LOGO: NGS   
 AW1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1730+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1730
 AW1730  HISTORY     - Date     Condition        Report By
 AW1730  HISTORY     - 1978     MONUMENTED       NGS
 AW1730  HISTORY     - 1986     GOOD             NGS
 AW1730  HISTORY     - 1987     GOOD             USPSQD
 AW1730  HISTORY     - 1989     GOOD             USPSQD
 AW1730  HISTORY     - 1989     GOOD             USPSQD
 AW1730  HISTORY     - 19940219 POOR             USPSQD
 AW1730  HISTORY     - 19991113 GOOD             USPSQD
 AW1730  HISTORY     - 20010331 GOOD             NGS
 AW1730  HISTORY     - 20040505 GOOD             USPSQD
 AW1730  HISTORY     - 20050705 GOOD             USPSQD
 AW1730
 AW1730                          STATION DESCRIPTION
 AW1730
 AW1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1730'2.2 MI SOUTH FROM DEER PARK.
 AW1730'ABOUT 2.2 MILES SOUTH ALONG CENTER STREET FROM THE POST OFFICE IN
 AW1730'DEER PARK.  SET IN THE NORTHEAST CORNER OF THE SOUTHWEST CATCH
 AW1730'BASIN, 66 FEET SOUTHEAST AND ACROSS VALEDA STREET FROM POWER POLE
 AW1730'NUMBER 65, 36 FEET WEST OF THE CENTERLINE OF CENTER STREET, AND 36
 AW1730'FEET SOUTH OF THE CENTERLINE OF VALEDA STREET.
 AW1730
 AW1730                          STATION RECOVERY (1986)
 AW1730
 AW1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1730'RECOVERED IN GOOD CONDITION.
 AW1730
 AW1730                          STATION RECOVERY (1987)
 AW1730
 AW1730'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1730'RECOVERED IN GOOD CONDITION.
 AW1730
 AW1730                          STATION RECOVERY (1989)
 AW1730
 AW1730'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1730'RECOVERED IN GOOD CONDITION.
 AW1730
 AW1730                          STATION RECOVERY (1989)
 AW1730
 AW1730'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1730'RECOVERED IN GOOD CONDITION.
 AW1730
 AW1730                          STATION RECOVERY (1994)
 AW1730
 AW1730'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1730'MARK RECOVERED IN POOR CONDITION.
 AW1730
 AW1730                          STATION RECOVERY (1999)
 AW1730
 AW1730'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1730'RECOVERED IN GOOD CONDITION.
 AW1730
 AW1730                          STATION RECOVERY (2001)
 AW1730
 AW1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1730'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1730
 AW1730                          STATION RECOVERY (2004)
 AW1730
 AW1730'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1730'RECOVERED IN GOOD CONDITION.
 AW1730
 AW1730                          STATION RECOVERY (2005)
 AW1730
 AW1730'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1730'GP IS OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0916 ***********************************************************************
 AW0916  DESIGNATION -  R 1246
 AW0916  PID         -  AW0916
 AW0916  STATE/COUNTY-  TX/HARRIS
 AW0916  USGS QUAD   -  JACINTO CITY (1982)
 AW0916
 AW0916                         *CURRENT SURVEY CONTROL
 AW0916  ___________________________________________________________________
 AW0916* NAD 83(1986)-  29 46 02.     (N)    095 13 05.     (W)     SCALED    
 AW0916* NAVD 88     -         7.013  (meters)      23.01   (feet)  ADJUSTED  
 AW0916  ___________________________________________________________________
 AW0916  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW0916  DYNAMIC HT  -           7.004 (meters)      22.98  (feet)  COMP
 AW0916  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 AW0916
 AW0916  VERT ORDER  -  FIRST     CLASS II
 AW0916
 AW0916.The horizontal coordinates were scaled from a topographic map and have
 AW0916.an estimated accuracy of +/- 6 seconds.
 AW0916
 AW0916.The orthometric height was determined by differential leveling
 AW0916.and adjusted by the National Geodetic Survey in June 1991..
 AW0916
 AW0916.The geoid height was determined by GEOID03.
 AW0916
 AW0916.The dynamic height is computed by dividing the NAVD 88
 AW0916.geopotential number by the normal gravity value computed on the
 AW0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0916.degrees latitude (g = 980.6199 gals.).
 AW0916
 AW0916.The modeled gravity was interpolated from observed gravity values.
 AW0916
 AW0916;                    North         East    Units  Estimated Accuracy
 AW0916;SPC TXSC     - 4,220,240.      965,650.      MT  (+/- 180 meters Scaled)
 AW0916
 AW0916                          SUPERSEDED SURVEY CONTROL
 AW0916
 AW0916  NGVD 29 (12/23/87)    7.010  (m)           23.00   (f) ADJUSTED    1 2
 AW0916
 AW0916.Superseded values are not recommended for survey control.
 AW0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0916.See file dsdata.txt to determine how the superseded data were derived.
 AW0916
 AW0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN855950(NAD 83)
 AW0916_MARKER: DB = BENCH MARK DISK
 AW0916_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0916_SP_SET: STAINLESS STEEL ROD
 AW0916_STAMPING: R 1246 1978
 AW0916_MARK LOGO: NGS   
 AW0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0916
 AW0916  HISTORY     - Date     Condition        Report By
 AW0916  HISTORY     - 1978     MONUMENTED       NGS
 AW0916  HISTORY     - 1986     GOOD             NGS
 AW0916  HISTORY     - 1987     GOOD             USPSQD
 AW0916  HISTORY     - 1989     GOOD             USPSQD
 AW0916  HISTORY     - 19940625 GOOD             USPSQD
 AW0916  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW0916  HISTORY     - 20031005 MARK NOT FOUND   USPSQD
 AW0916
 AW0916                          STATION DESCRIPTION
 AW0916
 AW0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0916'0.3 MI WEST FROM GREENS BAYOU.
 AW0916'ABOUT 0.3 MILE WEST ALONG MARKET STREET FROM THE INTERSECTION WITH
 AW0916'FEDERAL ROAD IN GREENS BAYOU, AT THE INTERSECION OF MAXEY ROAD, 60.6
 AW0916'FEET NORTH OF THE NORTH EDGE OF THE STREET, 30.5 FEET SOUTHWEST OF
 AW0916'THE SOUTHWEST CORNER OF A STONE FRONTED HOUSE, 30 FEET EAST OF THE
 AW0916'CENTERLINE OF THE ROAD, AND 1 FOOT NORTH OF POWER POLE NUMBER 1105.
 AW0916
 AW0916                          STATION RECOVERY (1986)
 AW0916
 AW0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0916'RECOVERED IN GOOD CONDITION.
 AW0916
 AW0916                          STATION RECOVERY (1987)
 AW0916
 AW0916'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0916'RECOVERED IN GOOD CONDITION.
 AW0916
 AW0916                          STATION RECOVERY (1989)
 AW0916
 AW0916'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0916'RECOVERED IN GOOD CONDITION.
 AW0916
 AW0916                          STATION RECOVERY (1994)
 AW0916
 AW0916'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0916'RECOVERED IN GOOD CONDITION.
 AW0916
 AW0916                          STATION RECOVERY (1999)
 AW0916
 AW0916'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0916'MARK NOT FOUND.
 AW0916
 AW0916                          STATION RECOVERY (2003)
 AW0916
 AW0916'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0720 ***********************************************************************
 AW0720  DESIGNATION -  R 1247
 AW0720  PID         -  AW0720
 AW0720  STATE/COUNTY-  TX/LIBERTY
 AW0720  USGS QUAD   -  SHEEKS (1993)
 AW0720
 AW0720                         *CURRENT SURVEY CONTROL
 AW0720  ___________________________________________________________________
 AW0720* NAD 83(1986)-  29 58 03.     (N)    094 57 42.     (W)     SCALED    
 AW0720* NAVD 88     -        18.13   (+/-2cm)      59.5    (feet)  VERTCON   
 AW0720  ___________________________________________________________________
 AW0720  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0720
 AW0720  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0720
 AW0720.The horizontal coordinates were scaled from a topographic map and have
 AW0720.an estimated accuracy of +/- 6 seconds.
 AW0720
 AW0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0720.The vertical order pertains to the NGVD 29 superseded value.
 AW0720
 AW0720.The geoid height was determined by GEOID03.
 AW0720
 AW0720;                    North         East    Units  Estimated Accuracy
 AW0720;SPC TX C     - 3,045,870.    1,218,280.      MT  (+/- 180 meters Scaled)
 AW0720
 AW0720                          SUPERSEDED SURVEY CONTROL
 AW0720
 AW0720  NGVD 29 (??/??/92)   18.128  (m)           59.47   (f) ADJ UNCH    1 2
 AW0720
 AW0720.Superseded values are not recommended for survey control.
 AW0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0720.See file dsdata.txt to determine how the superseded data were derived.
 AW0720
 AW0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP107168(NAD 83)
 AW0720_MARKER: DB = BENCH MARK DISK
 AW0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0720_SP_SET: CONCRETE PAD
 AW0720_STAMPING: R 1247 1978
 AW0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0720
 AW0720  HISTORY     - Date     Condition        Report By
 AW0720  HISTORY     - 1978     MONUMENTED       NGS
 AW0720  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0720  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0720
 AW0720                          STATION DESCRIPTION
 AW0720
 AW0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0720'7.5 MI SW FROM DAYTON.
 AW0720'6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE WILSON JUNIOR
 AW0720'HIGH SCHOOL AT DAYTON, THENCE 1.5 MILES SOUTH ALONG FARM ROAD
 AW0720'1413, ACROSS THE FARM ROAD FROM THE GENERAL CRUDE OIL COMPANY OFFICE
 AW0720'AND SET IN TOP OF THE NORTHEAST CORNER CONCRETE PAD FOR AN OIL
 AW0720'WELL NUMBER X 202.  78 FEET WEST OF THE NORTHWEST CORNER OF THE
 AW0720'BRIDGE AT THE ENTRANCE TO THE GENERAL CRUDE OIL COMPANY OFFICE, 55
 AW0720'FEET WEST OF THE CENTERLINE OF FARM ROAD 1413 AND 18 FEET NORTH
 AW0720'OF THE CENTERLINE OF A DIRT ROAD LEADING WEST.
 AW0720
 AW0720                          STATION RECOVERY (1989)
 AW0720
 AW0720'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0720'MARK NOT FOUND.
 AW0720
 AW0720                          STATION RECOVERY (2004)
 AW0720
 AW0720'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0720'PHOENIX HYDROCARBON OPERATING CORP. IS THE NAME OF THE COMPANY NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1829 ***********************************************************************
 BL1829  DESIGNATION -  R 1248
 BL1829  PID         -  BL1829
 BL1829  STATE/COUNTY-  TX/LIBERTY
 BL1829  USGS QUAD   -  DAYTON (1984)
 BL1829
 BL1829                         *CURRENT SURVEY CONTROL
 BL1829  ___________________________________________________________________
 BL1829* NAD 83(1986)-  30 02 47.     (N)    094 53 37.     (W)     SCALED    
 BL1829* NAVD 88     -        24.27   (+/-2cm)      79.6    (feet)  VERTCON   
 BL1829  ___________________________________________________________________
 BL1829  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1829
 BL1829  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1829
 BL1829.The horizontal coordinates were scaled from a topographic map and have
 BL1829.an estimated accuracy of +/- 6 seconds.
 BL1829
 BL1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1829.The vertical order pertains to the NGVD 29 superseded value.
 BL1829
 BL1829.The geoid height was determined by GEOID03.
 BL1829
 BL1829;                    North         East    Units  Estimated Accuracy
 BL1829;SPC TX C     - 3,054,920.    1,224,420.      MT  (+/- 180 meters Scaled)
 BL1829
 BL1829                          SUPERSEDED SURVEY CONTROL
 BL1829
 BL1829  NGVD 29 (??/??/92)   24.266  (m)           79.61   (f) ADJ UNCH    1 2
 BL1829
 BL1829.Superseded values are not recommended for survey control.
 BL1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1829.See file dsdata.txt to determine how the superseded data were derived.
 BL1829
 BL1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP174254(NAD 83)
 BL1829_MARKER: DB = BENCH MARK DISK
 BL1829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1829_SP_SET: HEADWALL
 BL1829_STAMPING: R 1248 1978
 BL1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1829
 BL1829  HISTORY     - Date     Condition        Report By
 BL1829  HISTORY     - 1978     MONUMENTED       NGS
 BL1829  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL1829  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1829
 BL1829                          STATION DESCRIPTION
 BL1829
 BL1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1829'0.2 MI WEST FROM DAYTON.
 BL1829'0.2 MILE WEST ALONG HIGHWAY FARM ROAD 1960 FROM ITS INTERSECTION
 BL1829'WITH HIGHWAY 321 AT DAYTON, SET IN TOP EAST END OF THE NORTH
 BL1829'HEADWALL TO A 4X6 BOX CULVERT AT THE T JUNCTION OF FARM ROAD
 BL1829'1960 AND BEAUTY, AND ALSO AT THE SOUTHWEST CORNER OF THE GROUNDS
 BL1829'TO TRINITY BAPTIST CHURCH.  21 FEET NORTH OF THE CENTERLINE OF
 BL1829'FARM ROAD 1960, 31 FEET EAST OF THE CENTERLINE OF BEAUTY, AND
 BL1829'1 FOOT WEST OF THE EAST END OF THE HEADWALL.
 BL1829
 BL1829                          STATION RECOVERY (1996)
 BL1829
 BL1829'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1829'MARK NOT FOUND.
 BL1829
 BL1829                          STATION RECOVERY (2004)
 BL1829
 BL1829'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0235 ***********************************************************************
 AW0235  DESIGNATION -  R 1249
 AW0235  PID         -  AW0235
 AW0235  STATE/COUNTY-  TX/HARRIS
 AW0235  USGS QUAD   -  ALDINE (1995)
 AW0235
 AW0235                         *CURRENT SURVEY CONTROL
 AW0235  ___________________________________________________________________
 AW0235* NAD 83(1986)-  29 56 58.     (N)    095 23 02.     (W)     SCALED    
 AW0235* NAVD 88     -        24.591  (meters)      80.68   (feet)  ADJUSTED  
 AW0235  ___________________________________________________________________
 AW0235  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW0235  DYNAMIC HT  -          24.558 (meters)      80.57  (feet)  COMP
 AW0235  MODELED GRAV-     979,295.9   (mgal)                       NAVD 88
 AW0235
 AW0235  VERT ORDER  -  FIRST     CLASS II
 AW0235
 AW0235.The horizontal coordinates were scaled from a topographic map and have
 AW0235.an estimated accuracy of +/- 6 seconds.
 AW0235
 AW0235.The orthometric height was determined by differential leveling
 AW0235.and adjusted by the National Geodetic Survey in June 1991..
 AW0235
 AW0235.The geoid height was determined by GEOID03.
 AW0235
 AW0235.The dynamic height is computed by dividing the NAVD 88
 AW0235.geopotential number by the normal gravity value computed on the
 AW0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0235.degrees latitude (g = 980.6199 gals.).
 AW0235
 AW0235.The modeled gravity was interpolated from observed gravity values.
 AW0235
 AW0235;                    North         East    Units  Estimated Accuracy
 AW0235;SPC TXSC     - 4,239,920.      949,000.      MT  (+/- 180 meters Scaled)
 AW0235
 AW0235                          SUPERSEDED SURVEY CONTROL
 AW0235
 AW0235  NGVD 29 (12/23/87)   24.589  (m)           80.67   (f) ADJUSTED    1 2
 AW0235
 AW0235.Superseded values are not recommended for survey control.
 AW0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0235.See file dsdata.txt to determine how the superseded data were derived.
 AW0235
 AW0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP699155(NAD 83)
 AW0235_MARKER: DB = BENCH MARK DISK
 AW0235_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0235_SP_SET: BRIDGE ABUTMENT
 AW0235_STAMPING: R 1249 1978
 AW0235_MARK LOGO: NGS   
 AW0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0235+STABILITY: SURFACE MOTION
 AW0235
 AW0235  HISTORY     - Date     Condition        Report By
 AW0235  HISTORY     - 1978     MONUMENTED       NGS
 AW0235  HISTORY     - 1986     GOOD             NGS
 AW0235  HISTORY     - 19951007 MARK NOT FOUND   CHANCE
 AW0235
 AW0235                          STATION DESCRIPTION
 AW0235
 AW0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0235'9.0 MI SOUTH FROM SPRING.
 AW0235'9.0 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 AW0235'OF SPRING SCHOOL ROAD AT SPRING, IN THE TOP OF THE EAST END OF THE
 AW0235'SOUTH ABUTMENT OF BRIDGE OVER GREENS BAYOU, 13 FEET EAST OF THE
 AW0235'CENTERLINE OF HARDY ROAD.
 AW0235
 AW0235                          STATION RECOVERY (1986)
 AW0235
 AW0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0235'RECOVERED IN GOOD CONDITION.
 AW0235
 AW0235                          STATION RECOVERY (1995)
 AW0235
 AW0235'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1548 ***********************************************************************
 AN1548  DESIGNATION -  R 125
 AN1548  PID         -  AN1548
 AN1548  STATE/COUNTY-  TX/BEE
 AN1548  USGS QUAD   -  CADIZ (1979)
 AN1548
 AN1548                         *CURRENT SURVEY CONTROL
 AN1548  ___________________________________________________________________
 AN1548* NAD 83(1986)-  28 25 28.     (N)    097 53 13.     (W)     SCALED    
 AN1548* NAVD 88     -       113.041  (meters)     370.87   (feet)  ADJUSTED  
 AN1548  ___________________________________________________________________
 AN1548  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AN1548  DYNAMIC HT  -         112.873 (meters)     370.32  (feet)  COMP
 AN1548  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 AN1548
 AN1548  VERT ORDER  -  SECOND    CLASS 0
 AN1548
 AN1548.The horizontal coordinates were scaled from a topographic map and have
 AN1548.an estimated accuracy of +/- 6 seconds.
 AN1548
 AN1548.The orthometric height was determined by differential leveling
 AN1548.and adjusted by the National Geodetic Survey in June 1991..
 AN1548
 AN1548.The geoid height was determined by GEOID03.
 AN1548
 AN1548.The dynamic height is computed by dividing the NAVD 88
 AN1548.geopotential number by the normal gravity value computed on the
 AN1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1548.degrees latitude (g = 980.6199 gals.).
 AN1548
 AN1548.The modeled gravity was interpolated from observed gravity values.
 AN1548
 AN1548;                    North         East    Units  Estimated Accuracy
 AN1548;SPC TXSC     - 4,066,030.      709,050.      MT  (+/- 180 meters Scaled)
 AN1548
 AN1548                          SUPERSEDED SURVEY CONTROL
 AN1548
 AN1548  NGVD 29 (??/??/92)  113.022  (m)          370.81   (f) ADJ UNCH    2 0
 AN1548
 AN1548.Superseded values are not recommended for survey control.
 AN1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1548.See file dsdata.txt to determine how the superseded data were derived.
 AN1548
 AN1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS090447(NAD 83)
 AN1548_MARKER: DB = BENCH MARK DISK
 AN1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1548_STAMPING: R-125 1933
 AN1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1548+STABILITY: SURFACE MOTION
 AN1548
 AN1548  HISTORY     - Date     Condition        Report By
 AN1548  HISTORY     - 1933     MONUMENTED       CGS
 AN1548  HISTORY     - 1939     MARK NOT FOUND   LOCENG
 AN1548
 AN1548                          STATION DESCRIPTION
 AN1548
 AN1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1548'9.6 MI W FROM BEEVILLE.
 AN1548'ALONG THE BEEVILLE-GEORGE WEST ROAD 3.66 MILES EAST OF CADIZ SOUTH OF
 AN1548'ANGLE IN THE ROAD FROM WEST TO NORTHWEST AND 16 FT. SOUTHWEST OF THE
 AN1548'CORNER POST.
 AN1548
 AN1548                          STATION RECOVERY (1939)
 AN1548
 AN1548'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 AN1548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1549 ***********************************************************************
 AN1549  DESIGNATION -  R 125 RESET 1939
 AN1549  PID         -  AN1549
 AN1549  STATE/COUNTY-  TX/BEE
 AN1549  USGS QUAD   -  CADIZ (1979)
 AN1549
 AN1549                         *CURRENT SURVEY CONTROL
 AN1549  ___________________________________________________________________
 AN1549* NAD 83(1986)-  28 25 28.     (N)    097 53 13.     (W)     SCALED    
 AN1549* NAVD 88     -       112.71   (meters)     369.8    (feet)  RESET     
 AN1549  ___________________________________________________________________
 AN1549  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AN1549
 AN1549  VERT ORDER  -  THIRD
 AN1549
 AN1549.The horizontal coordinates were scaled from a topographic map and have
 AN1549.an estimated accuracy of +/- 6 seconds.
 AN1549
 AN1549.The orthometric height was computed from unverified reset data.
 AN1549
 AN1549.The geoid height was determined by GEOID03.
 AN1549
 AN1549;                    North         East    Units  Estimated Accuracy
 AN1549;SPC TXSC     - 4,066,030.      709,050.      MT  (+/- 180 meters Scaled)
 AN1549
 AN1549                          SUPERSEDED SURVEY CONTROL
 AN1549
 AN1549.No superseded survey control is available for this station.
 AN1549
 AN1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS090447(NAD 83)
 AN1549_MARKER: DB = BENCH MARK DISK
 AN1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1549_STAMPING: R 125 RESET 1939
 AN1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1549+STABILITY: SURFACE MOTION
 AN1549
 AN1549  HISTORY     - Date     Condition        Report By
 AN1549  HISTORY     - 1939     MONUMENTED       LOCENG
 AN1549  HISTORY     - 1942     GOOD             NGS
 AN1549  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1549
 AN1549                          STATION DESCRIPTION
 AN1549
 AN1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1549'8 MI W FROM BEEVILLE.
 AN1549'ABOUT 8 MILES WEST ALONG THE BEEVILLE-CADIZ ROAD FROM THE CITY LIMIT
 AN1549'OF BEEVILLE, BEE COUNTY, AT A CURVE, AT STATION 326+35, 62.4 FEET
 AN1549'SOUTH OF THE CENTERLINE OF THE ROAD, AND 12.4 FEET SOUTH OF THE
 AN1549'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 125 RESET 1939 AND SET
 AN1549'IN THE TOP OF A CONCRETE POST.
 AN1549
 AN1549                          STATION RECOVERY (1975)
 AN1549
 AN1549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1856 ***********************************************************************
 BL1856  DESIGNATION -  R 1250
 BL1856  PID         -  BL1856
 BL1856  STATE/COUNTY-  TX/WALLER
 BL1856  USGS QUAD   -  WALLER NW (1980)
 BL1856
 BL1856                         *CURRENT SURVEY CONTROL
 BL1856  ___________________________________________________________________
 BL1856* NAD 83(1986)-  30 09 09.     (N)    095 54 42.     (W)     SCALED    
 BL1856* NAVD 88     -        87.10   (+/-2cm)     285.8    (feet)  VERTCON   
 BL1856  ___________________________________________________________________
 BL1856  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL1856
 BL1856  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1856
 BL1856.The horizontal coordinates were scaled from a topographic map and have
 BL1856.an estimated accuracy of +/- 6 seconds.
 BL1856
 BL1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1856.The vertical order pertains to the NGVD 29 superseded value.
 BL1856
 BL1856.The geoid height was determined by GEOID03.
 BL1856
 BL1856;                    North         East    Units  Estimated Accuracy
 BL1856;SPC TXSC     - 4,260,960.      897,480.      MT  (+/- 180 meters Scaled)
 BL1856
 BL1856                          SUPERSEDED SURVEY CONTROL
 BL1856
 BL1856  NGVD 29 (04/06/79)   87.087  (m)          285.72   (f) ADJUSTED    1 2
 BL1856
 BL1856.Superseded values are not recommended for survey control.
 BL1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1856.See file dsdata.txt to determine how the superseded data were derived.
 BL1856
 BL1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP195392(NAD 83)
 BL1856_MARKER: DB = BENCH MARK DISK
 BL1856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1856_SP_SET: STAINLESS STEEL ROD
 BL1856_STAMPING: R 1250 1978
 BL1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1856
 BL1856  HISTORY     - Date     Condition        Report By
 BL1856  HISTORY     - 1978     MONUMENTED       NGS
 BL1856  HISTORY     - 1987     GOOD             USPSQD
 BL1856  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 BL1856  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1856
 BL1856                          STATION DESCRIPTION
 BL1856
 BL1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1856'7.5 MI NORTH FROM WALLER.
 BL1856'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 BL1856'ALLIANCE STREET IN WALLER, THENCE 0.05 MILE NORTH ALONG A PAVED ROAD,
 BL1856'THENCE 0.05 MILE EAST ALONG MILLS ROAD, THENCE ABOUT 5.1 MILES NORTH
 BL1856'ALONG FIELDS STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, AND
 BL1856'THENCE 2.0 MILES NORTH ALONG FIELDS STORE ROAD.  SET ON THE SOUTHEAST
 BL1856'CORNER OF THE T JUNCTION OF FIELDS STORE ROAD AND JOSEPH ROAD, 32
 BL1856'FEET SOUTH OF THE CENTERLINE OF JOSEPH ROAD, 34.5 FEET EAST OF THE
 BL1856'CENTERLINE OF FIELDS STORE ROAD, 6.5 FEET SOUTH OF THE FENCE CORNER
 BL1856'POST, AND 1 FOOT EAST OF THE NORTH AND SOUTH FENCE LINE.  DISK IS
 BL1856'LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC
 BL1856'SCREW PLUG.
 BL1856
 BL1856                          STATION RECOVERY (1987)
 BL1856
 BL1856'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1856'RECOVERED IN GOOD CONDITION.
 BL1856
 BL1856                          STATION RECOVERY (1999)
 BL1856
 BL1856'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1856'MARK NOT FOUND.
 BL1856
 BL1856                          STATION RECOVERY (2005)
 BL1856
 BL1856'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWB)
 BL1856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0331 ***********************************************************************
 AW0331  DESIGNATION -  R 1251
 AW0331  PID         -  AW0331
 AW0331  STATE/COUNTY-  TX/HARRIS
 AW0331  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0331
 AW0331                         *CURRENT SURVEY CONTROL
 AW0331  ___________________________________________________________________
 AW0331* NAD 83(1986)-  29 47 00.     (N)    095 23 57.     (W)     SCALED    
 AW0331* NAVD 88     -        16.378  (meters)      53.73   (feet)  ADJUSTED  
 AW0331  ___________________________________________________________________
 AW0331  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW0331  DYNAMIC HT  -          16.355 (meters)      53.66  (feet)  COMP
 AW0331  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 AW0331
 AW0331  VERT ORDER  -  FIRST     CLASS II
 AW0331
 AW0331.The horizontal coordinates were scaled from a topographic map and have
 AW0331.an estimated accuracy of +/- 6 seconds.
 AW0331
 AW0331.The orthometric height was determined by differential leveling
 AW0331.and adjusted by the National Geodetic Survey in July 2002..
 AW0331
 AW0331.The geoid height was determined by GEOID03.
 AW0331
 AW0331.The dynamic height is computed by dividing the NAVD 88
 AW0331.geopotential number by the normal gravity value computed on the
 AW0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0331.degrees latitude (g = 980.6199 gals.).
 AW0331
 AW0331.The modeled gravity was interpolated from observed gravity values.
 AW0331
 AW0331;                    North         East    Units  Estimated Accuracy
 AW0331;SPC TXSC     - 4,221,470.      948,090.      MT  (+/- 180 meters Scaled)
 AW0331
 AW0331                          SUPERSEDED SURVEY CONTROL
 AW0331
 AW0331  NAVD 88 (06/15/91)   16.497  (m)           54.12   (f) UNKNOWN     1 2
 AW0331  NGVD 29 (12/23/87)   16.492  (m)           54.11   (f) ADJUSTED    1 2
 AW0331
 AW0331.Superseded values are not recommended for survey control.
 AW0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0331.See file dsdata.txt to determine how the superseded data were derived.
 AW0331
 AW0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN680971(NAD 83)
 AW0331_MARKER: DV = VERTICAL CONTROL DISK
 AW0331_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0331_SP_SET: COPPER-CLAD STEEL ROD
 AW0331_STAMPING: R 1251 1978
 AW0331_MARK LOGO: NGS   
 AW0331_PROJECTION: RECESSED 2 CENTIMETERS
 AW0331_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0331+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0331_ROD/PIPE-DEPTH: 10.4 meters
 AW0331
 AW0331  HISTORY     - Date     Condition        Report By
 AW0331  HISTORY     - 1978     MONUMENTED       NGS
 AW0331  HISTORY     - 1983     GOOD             NGS
 AW0331  HISTORY     - 1986     GOOD             NGS
 AW0331  HISTORY     - 1990     GOOD             USPSQD
 AW0331  HISTORY     - 19960204 GOOD             NGS
 AW0331  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 AW0331
 AW0331                          STATION DESCRIPTION
 AW0331
 AW0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0331'2.8 MI WEST FROM HOUSTON.
 AW0331'2.3 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0331'SWITCH CONTROL BUILDING NUMBER 108 IN HOUSTON, LOCATED ON THE
 AW0331'SOUTHWEST CORNER OF THE INTERSECTION OF YALE STREET AND THE RAILROAD,
 AW0331'133.8 FEET WEST OF THE CENTER LINE OF YALE STREET, 71.5 FEET SOUTHWEST
 AW0331'OF A METAL SWITCH BOX, 12 FEET SOUTH OF THE SOUTH RAIL, 11.6 FEET
 AW0331'EAST OF THE EAST END OF THE SOUTH HEADWALL OF A TWO CHANNEL CULVERT
 AW0331'UNDER THE TRACKS AND 8.7 FEET NORTH OF A FENCE, ACCESS IS TO BE HAD
 AW0331'THROUGH A 4 INCH PLASTIC SCREW PLUG, DISK IS 4 INCHES BELOW THE
 AW0331'LEVEL OF THE GROUND.
 AW0331
 AW0331                          STATION RECOVERY (1983)
 AW0331
 AW0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0331'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0331'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0331'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0331'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0331'MISSOURI-KANSAS-TEXAS RALROAD, THENCE 4.9 KM (3.05 MI) NORTHWEST ALONG
 AW0331'THE RAILROAD, AT THE CROSSING OF YALE STREET, 40.78 METERS (133.8 FT)
 AW0331'WEST OF THE CENTERLINE OF YALE STREET, 21.79 METERS (71.5 FT)
 AW0331'SOUTHWEST OF A METAL SWITCH BOX, 3.66 METERS (12.0 FT) SOUTH OF THE
 AW0331'SOUTH RAIL OF THE TRACKS, 3.50 METERS (11.5 FT) EAST OF THE EAST END
 AW0331'OF THE SOUTH HEADWALL OF A TWO CHANNEL CULVERT UNDER THE TRACKS, AND
 AW0331'2.65 METERS (8.7 FT) NORTH OF A FENCE.
 AW0331'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AW0331'THE MARK IS 0.3 M BELOW TRACKS.
 AW0331
 AW0331                          STATION RECOVERY (1986)
 AW0331
 AW0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0331'RECOVERED IN GOOD CONDITION.
 AW0331
 AW0331                          STATION RECOVERY (1990)
 AW0331
 AW0331'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0331'RECOVERED IN GOOD CONDITION.
 AW0331
 AW0331                          STATION RECOVERY (1996)
 AW0331
 AW0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0331'IN HOUSTON, AT THE INTERSECTION OF YALE STREET AND THE UNION PACIFIC
 AW0331'RAILROAD, 40.8 M (133.9 FT) WEST OF THE STREET CENTER, 3.8 M (12.5 FT)
 AW0331'SOUTH OF THE NEAR RAIL, 3.5 M (11.5 FT) EAST OF THE EAST END OF THE
 AW0331'SOUTH HEADWALL OF A CULVERT UNDER THE TRACK, 0.5 M (1.6 FT) BELOW THE
 AW0331'LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 AW0331'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS RECESSED 0.02
 AW0331'M (0.07 FT) BELOW THE GROUND SURFACE.
 AW0331
 AW0331                          STATION RECOVERY (2004)
 AW0331
 AW0331'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1792 ***********************************************************************
 AW1792  DESIGNATION -  R 1252
 AW1792  PID         -  AW1792
 AW1792  STATE/COUNTY-  TX/HARRIS
 AW1792  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1792
 AW1792                         *CURRENT SURVEY CONTROL
 AW1792  ___________________________________________________________________
 AW1792* NAD 83(1986)-  29 47 22.     (N)    095 30 50.     (W)     SCALED    
 AW1792* NAVD 88     -        22.589  (meters)      74.11   (feet)  ADJUSTED  
 AW1792  ___________________________________________________________________
 AW1792  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW1792  DYNAMIC HT  -          22.559 (meters)      74.01  (feet)  COMP
 AW1792  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 AW1792
 AW1792  VERT ORDER  -  FIRST     CLASS II
 AW1792
 AW1792.The horizontal coordinates were scaled from a topographic map and have
 AW1792.an estimated accuracy of +/- 6 seconds.
 AW1792
 AW1792.The orthometric height was determined by differential leveling
 AW1792.and adjusted by the National Geodetic Survey in June 1991..
 AW1792
 AW1792.The geoid height was determined by GEOID03.
 AW1792
 AW1792.The dynamic height is computed by dividing the NAVD 88
 AW1792.geopotential number by the normal gravity value computed on the
 AW1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1792.degrees latitude (g = 980.6199 gals.).
 AW1792
 AW1792.The modeled gravity was interpolated from observed gravity values.
 AW1792
 AW1792;                    North         East    Units  Estimated Accuracy
 AW1792;SPC TXSC     - 4,221,810.      936,980.      MT  (+/- 180 meters Scaled)
 AW1792
 AW1792                          SUPERSEDED SURVEY CONTROL
 AW1792
 AW1792  NGVD 29 (12/23/87)   22.584  (m)           74.09   (f) ADJUSTED    1 2
 AW1792
 AW1792.Superseded values are not recommended for survey control.
 AW1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1792.See file dsdata.txt to determine how the superseded data were derived.
 AW1792
 AW1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN569981(NAD 83)
 AW1792_MARKER: DB = BENCH MARK DISK
 AW1792_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1792_SP_SET: BRIDGE ABUTMENT
 AW1792_STAMPING: R 1252 1978
 AW1792_MARK LOGO: NGS   
 AW1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1792
 AW1792  HISTORY     - Date     Condition        Report By
 AW1792  HISTORY     - 1978     MONUMENTED       NGS
 AW1792  HISTORY     - 1986     GOOD             NGS
 AW1792  HISTORY     - 1990     GOOD             USPSQD
 AW1792  HISTORY     - 19940625 GOOD             USPSQD
 AW1792  HISTORY     - 20020103 MARK NOT FOUND   USPSQD
 AW1792
 AW1792                          STATION DESCRIPTION
 AW1792
 AW1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1792'0.5 MI NORTH FROM SPRING BRANCH.
 AW1792'ABOUT 0.5 MILE NORTH ALONG CAMPBELL ROAD, FROM THE INTERSTATE HIGHWAY
 AW1792'10 OVERPASS IN SPRING BRANCH.  SET IN THE SOUTHEAST BRIDGE
 AW1792'ABUTMENT OVER BRIAR BRANCH, 77 FEET SOUTH OF THE CENTERLINE OF A
 AW1792'DRIVEWAY LEADING EAST, 52.5 FEET NORTH OF THE EXTENDED CENTERLINE OF
 AW1792'A DRIVEWAY LEADING WEST, 15.9 FEET EAST OF THE CENTERLINE OF THE
 AW1792'ROAD, AND 1.5 FEET SOUTHWEST OF THE SOUTH END OF THE EAST GUARD RAIL.
 AW1792
 AW1792                          STATION RECOVERY (1986)
 AW1792
 AW1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1792'RECOVERED IN GOOD CONDITION.
 AW1792
 AW1792                          STATION RECOVERY (1990)
 AW1792
 AW1792'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1792'RECOVERED IN GOOD CONDITION.
 AW1792
 AW1792                          STATION RECOVERY (1994)
 AW1792
 AW1792'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1792'RECOVERED IN GOOD CONDITION.
 AW1792
 AW1792                          STATION RECOVERY (2002)
 AW1792
 AW1792'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1792'NEW SIDEWALK AND GUARDRAIL INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0091 ***********************************************************************
 AM0091  DESIGNATION -  R 1255
 AM0091  PID         -  AM0091
 AM0091  STATE/COUNTY-  TX/BRAZORIA
 AM0091  USGS QUAD   -  FREEPORT (1974)
 AM0091
 AM0091                         *CURRENT SURVEY CONTROL
 AM0091  ___________________________________________________________________
 AM0091* NAD 83(1986)-  28 57 14.     (N)    095 17 25.     (W)     SCALED    
 AM0091* NAVD 88     -         7.53   (+/-2cm)      24.7    (feet)  VERTCON   
 AM0091  ___________________________________________________________________
 AM0091  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0091
 AM0091  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0091
 AM0091.The horizontal coordinates were scaled from a topographic map and have
 AM0091.an estimated accuracy of +/- 6 seconds.
 AM0091
 AM0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0091.The vertical order pertains to the NGVD 29 superseded value.
 AM0091
 AM0091.The geoid height was determined by GEOID03.
 AM0091
 AM0091;                    North         East    Units  Estimated Accuracy
 AM0091;SPC TXSC     - 4,129,920.      961,530.      MT  (+/- 180 meters Scaled)
 AM0091
 AM0091                          SUPERSEDED SURVEY CONTROL
 AM0091
 AM0091  NGVD 29 (??/??/92)    7.546  (m)           24.76   (f) ADJ UNCH    1 1
 AM0091
 AM0091.Superseded values are not recommended for survey control.
 AM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0091.See file dsdata.txt to determine how the superseded data were derived.
 AM0091
 AM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN767050(NAD 83)
 AM0091_MARKER: DB = BENCH MARK DISK
 AM0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0091_SP_SET: GUARD RAIL
 AM0091_STAMPING: R 1255 1978
 AM0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0091
 AM0091  HISTORY     - Date     Condition        Report By
 AM0091  HISTORY     - 1978     MONUMENTED       NGS
 AM0091  HISTORY     - 1988     GOOD             USPSQD
 AM0091  HISTORY     - 1989     GOOD             USPSQD
 AM0091  HISTORY     - 1989     GOOD             USPSQD
 AM0091  HISTORY     - 19940416 GOOD             USPSQD
 AM0091  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0091  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0091  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0091
 AM0091                          STATION DESCRIPTION
 AM0091
 AM0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0091'0.2 MI NW FROM SURFSIDE.
 AM0091'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 332 FROM THE JUNCTION
 AM0091'OF COUNTY ROAD 257 AT SURFSIDE, 15 FT NORTHEAST OF THE CENTERLINE
 AM0091'OF THE HIGHWAY, 7 FT SOUTHEAST OF THE SOUTHEAST END OF A METAL
 AM0091'HAND RAIL, 3 FT NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 AM0091'CONCRETE GUARD RAILING, SET IN THE TOP OF THE NORTHEAST CONCRETE
 AM0091'GUARDRAIL AT THE SOUTHEAST END OF THE BRIDGE OVER THE INTRACOASTAL
 AM0091'WATERWAY.
 AM0091
 AM0091                          STATION RECOVERY (1988)
 AM0091
 AM0091'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AM0091'RECOVERED IN GOOD CONDITION.
 AM0091
 AM0091                          STATION RECOVERY (1989)
 AM0091
 AM0091'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AM0091'RECOVERED IN GOOD CONDITION.
 AM0091
 AM0091                          STATION RECOVERY (1989)
 AM0091
 AM0091'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0091'RECOVERED IN GOOD CONDITION.
 AM0091
 AM0091                          STATION RECOVERY (1994)
 AM0091
 AM0091'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0091'RECOVERED IN GOOD CONDITION.
 AM0091
 AM0091                          STATION RECOVERY (1998)
 AM0091
 AM0091'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0091'MARK NOT FOUND.
 AM0091
 AM0091                          STATION RECOVERY (2004)
 AM0091
 AM0091'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0091'MARK NOT FOUND.
 AM0091
 AM0091                          STATION RECOVERY (2005)
 AM0091
 AM0091'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0134 ***********************************************************************
 AM0134  DESIGNATION -  R 1256
 AM0134  PID         -  AM0134
 AM0134  STATE/COUNTY-  TX/MATAGORDA
 AM0134  USGS QUAD   -  WADSWORTH (1972)
 AM0134
 AM0134                         *CURRENT SURVEY CONTROL
 AM0134  ___________________________________________________________________
 AM0134* NAD 83(1986)-  28 46 13.     (N)    095 56 27.     (W)     SCALED    
 AM0134* NAVD 88     -         5.69   (+/-2cm)      18.7    (feet)  VERTCON   
 AM0134  ___________________________________________________________________
 AM0134  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AM0134
 AM0134  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0134
 AM0134.The horizontal coordinates were scaled from a topographic map and have
 AM0134.an estimated accuracy of +/- 6 seconds.
 AM0134
 AM0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0134.The vertical order pertains to the NGVD 29 superseded value.
 AM0134
 AM0134.The geoid height was determined by GEOID03.
 AM0134
 AM0134;                    North         East    Units  Estimated Accuracy
 AM0134;SPC TXSC     - 4,107,750.      898,680.      MT  (+/- 180 meters Scaled)
 AM0134
 AM0134                          SUPERSEDED SURVEY CONTROL
 AM0134
 AM0134  NGVD 29 (??/??/92)    5.738  (m)           18.83   (f) ADJ UNCH    1 1
 AM0134
 AM0134.Superseded values are not recommended for survey control.
 AM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0134.See file dsdata.txt to determine how the superseded data were derived.
 AM0134
 AM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM128860(NAD 83)
 AM0134_MARKER: DB = BENCH MARK DISK
 AM0134_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0134_SP_SET: STAINLESS STEEL ROD
 AM0134_STAMPING: R 1256 1978
 AM0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0134+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0134
 AM0134  HISTORY     - Date     Condition        Report By
 AM0134  HISTORY     - 1978     MONUMENTED       NGS
 AM0134  HISTORY     - 20060316 GOOD             USPSQD
 AM0134
 AM0134                          STATION DESCRIPTION
 AM0134
 AM0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0134'4.55 MI SOUTH FROM WADSWORTH.
 AM0134'4.55 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AM0134'WADSWORTH, 50 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 40 FT. NORTH
 AM0134'OF A POWER LINE POLE NUMBER 299, 295 FT. SOUTH OF A POWERLINE POLE
 AM0134'BEARING 3 LARGE TRANSFORMERS, 30 FT. NORTH OF A PRIVATE DRIVE.
 AM0134
 AM0134                          STATION RECOVERY (2006)
 AM0134
 AM0134'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0134'FOUND AS DESCRIBED.  GO TO N28 46 12.6 W095 56 28.8.  THE MARK IS 2
 AM0134'FOOT NORTH OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1042 ***********************************************************************
 AH1042  DESIGNATION -  R 1257
 AH1042  PID         -  AH1042
 AH1042  STATE/COUNTY-  TX/NUECES
 AH1042  USGS QUAD   -  PORT ARANSAS (1975)
 AH1042
 AH1042                         *CURRENT SURVEY CONTROL
 AH1042  ___________________________________________________________________
 AH1042* NAD 83(1986)-  27 51 42.     (N)    097 04 54.     (W)     SCALED    
 AH1042* NAVD 88     -         3.814  (meters)      12.51   (feet)  ADJUSTED  
 AH1042  ___________________________________________________________________
 AH1042  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH1042  DYNAMIC HT  -           3.808 (meters)      12.49  (feet)  COMP
 AH1042  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 AH1042
 AH1042  VERT ORDER  -  FIRST     CLASS I
 AH1042
 AH1042.The horizontal coordinates were scaled from a topographic map and have
 AH1042.an estimated accuracy of +/- 6 seconds.
 AH1042
 AH1042.The orthometric height was determined by differential leveling
 AH1042.and adjusted by the National Geodetic Survey in June 1991..
 AH1042
 AH1042.The geoid height was determined by GEOID03.
 AH1042
 AH1042.The dynamic height is computed by dividing the NAVD 88
 AH1042.geopotential number by the normal gravity value computed on the
 AH1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1042.degrees latitude (g = 980.6199 gals.).
 AH1042
 AH1042.The modeled gravity was interpolated from observed gravity values.
 AH1042
 AH1042;                    North         East    Units  Estimated Accuracy
 AH1042;SPC TX S     - 5,243,980.      439,690.      MT  (+/- 180 meters Scaled)
 AH1042
 AH1042                          SUPERSEDED SURVEY CONTROL
 AH1042
 AH1042.No superseded survey control is available for this station.
 AH1042
 AH1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR888833(NAD 83)
 AH1042_MARKER: DV = VERTICAL CONTROL DISK
 AH1042_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH1042_SP_SET: BRIDGE ABUTMENT
 AH1042_STAMPING: R 1257 1978
 AH1042_MARK LOGO: NGS   
 AH1042_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1042+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH1042
 AH1042  HISTORY     - Date     Condition        Report By
 AH1042  HISTORY     - 1978     MONUMENTED       NGS
 AH1042  HISTORY     - 19970203 GOOD             NGS
 AH1042
 AH1042                          STATION DESCRIPTION
 AH1042
 AH1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH1042'4.4 MI SE FROM ARANSAS PASS.
 AH1042'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 361 FROM JUNCTION WITH
 AH1042'STATE HIGHWAY 35 BUSINESS IN ARANSAS PASS TO A BRIDGE AT HARBOR
 AH1042'ISLAND AND SITE OF BENCH MARK, SET IN THE TOP OF AND 2 FEET WEST
 AH1042'OF THE NORTHEAST END OF THE NORTHEAST BRIDGE ABUTMENT, 14 FEET
 AH1042'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 8 FEET NORTHWEST
 AH1042'OF THE NORTHWEST END OF A METAL GUARD RAIL.
 AH1042
 AH1042                          STATION RECOVERY (1997)
 AH1042
 AH1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1042'7.4 KM (4.60 MI) EASTERLY ALONG STATE HIGHWAY 361 FROM THE POST OFFICE
 AH1042'IN ARANSAS PASS, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE
 AH1042'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 AH1042'AT THE NORTH END OF HARBOR ISLAND, 4.0 M (13.1 FT) NORTHEAST OF THE
 AH1042'HIGHWAY CENTERLINE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 AH1042'0.2 M (0.7 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0057 ***********************************************************************
 AH0057  DESIGNATION -  R 1271
 AH0057  PID         -  AH0057
 AH0057  STATE/COUNTY-  TX/NUECES
 AH0057  USGS QUAD   -  ROBSTOWN (1975)
 AH0057
 AH0057                         *CURRENT SURVEY CONTROL
 AH0057  ___________________________________________________________________
 AH0057* NAD 83(1986)-  27 47 16.     (N)    097 39 42.     (W)     SCALED    
 AH0057* NAVD 88     -        22.341  (meters)      73.30   (feet)  ADJUSTED  
 AH0057  ___________________________________________________________________
 AH0057  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH0057  DYNAMIC HT  -          22.307 (meters)      73.19  (feet)  COMP
 AH0057  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 AH0057
 AH0057  VERT ORDER  -  FIRST     CLASS I
 AH0057
 AH0057.The horizontal coordinates were scaled from a topographic map and have
 AH0057.an estimated accuracy of +/- 6 seconds.
 AH0057
 AH0057.The orthometric height was determined by differential leveling
 AH0057.and adjusted by the National Geodetic Survey in June 1991..
 AH0057
 AH0057.The geoid height was determined by GEOID03.
 AH0057
 AH0057.The dynamic height is computed by dividing the NAVD 88
 AH0057.geopotential number by the normal gravity value computed on the
 AH0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0057.degrees latitude (g = 980.6199 gals.).
 AH0057
 AH0057.The modeled gravity was interpolated from observed gravity values.
 AH0057
 AH0057;                    North         East    Units  Estimated Accuracy
 AH0057;SPC TX S     - 5,235,280.      382,620.      MT  (+/- 180 meters Scaled)
 AH0057
 AH0057                          SUPERSEDED SURVEY CONTROL
 AH0057
 AH0057.No superseded survey control is available for this station.
 AH0057
 AH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR318744(NAD 83)
 AH0057_MARKER: DB = BENCH MARK DISK
 AH0057_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0057_SP_SET: STAINLESS STEEL ROD
 AH0057_STAMPING: R 1271 1978
 AH0057_MARK LOGO: NGS   
 AH0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0057
 AH0057  HISTORY     - Date     Condition        Report By
 AH0057  HISTORY     - 1978     MONUMENTED       NGS
 AH0057  HISTORY     - 1981     GOOD             NGS
 AH0057  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0057
 AH0057                          STATION DESCRIPTION
 AH0057
 AH0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0057'IN ROBSTOWN.
 AH0057'AT ROBSTOWN, AT THE JUNCTION OF STATE HIGHWAY 44 AND THE MISSOURI
 AH0057'PACIFIC RAILROAD, 150 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 AH0057'HOTEL BRENDLE, 39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36
 AH0057'FEET EAST OF THE CENTER OF THE RAILROAD, 33 FEET NORTH OF THE CENTER
 AH0057'OF THE PACIFIC SOUTHERN RAILROAD AND 1.5 FEET NORTH OF A UTILITY
 AH0057'POLE.
 AH0057
 AH0057                          STATION RECOVERY (1981)
 AH0057
 AH0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0057'RECOVERED IN GOOD CONDITION.  ROD CASING FLUSH WITH THE GROUND.
 AH0057
 AH0057                          STATION RECOVERY (2001)
 AH0057
 AH0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0057'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1856 ***********************************************************************
 AN1856  DESIGNATION -  R 1272
 AN1856  PID         -  AN1856
 AN1856  STATE/COUNTY-  TX/REFUGIO
 AN1856  USGS QUAD   -  WOODSBORO (1978)
 AN1856
 AN1856                         *CURRENT SURVEY CONTROL
 AN1856  ___________________________________________________________________
 AN1856* NAD 83(1986)-  28 12 17.     (N)    097 21 41.     (W)     SCALED    
 AN1856* NAVD 88     -        13.013  (meters)      42.69   (feet)  ADJUSTED  
 AN1856  ___________________________________________________________________
 AN1856  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1856  DYNAMIC HT  -          12.994 (meters)      42.63  (feet)  COMP
 AN1856  MODELED GRAV-     979,148.6   (mgal)                       NAVD 88
 AN1856
 AN1856  VERT ORDER  -  FIRST     CLASS I
 AN1856
 AN1856.The horizontal coordinates were scaled from a topographic map and have
 AN1856.an estimated accuracy of +/- 6 seconds.
 AN1856
 AN1856.The orthometric height was determined by differential leveling
 AN1856.and adjusted by the National Geodetic Survey in June 1991..
 AN1856
 AN1856.The geoid height was determined by GEOID03.
 AN1856
 AN1856.The dynamic height is computed by dividing the NAVD 88
 AN1856.geopotential number by the normal gravity value computed on the
 AN1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1856.degrees latitude (g = 980.6199 gals.).
 AN1856
 AN1856.The modeled gravity was interpolated from observed gravity values.
 AN1856
 AN1856;                    North         East    Units  Estimated Accuracy
 AN1856;SPC TXSC     - 4,042,290.      760,880.      MT  (+/- 180 meters Scaled)
 AN1856
 AN1856                          SUPERSEDED SURVEY CONTROL
 AN1856
 AN1856  NGVD 29 (??/??/92)   13.179  (m)           43.24   (f) ADJ UNCH    1 1
 AN1856
 AN1856.Superseded values are not recommended for survey control.
 AN1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1856.See file dsdata.txt to determine how the superseded data were derived.
 AN1856
 AN1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS608209(NAD 83)
 AN1856_MARKER: DB = BENCH MARK DISK
 AN1856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1856_SP_SET: STAINLESS STEEL ROD
 AN1856_STAMPING: R 1272 1978
 AN1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1856
 AN1856  HISTORY     - Date     Condition        Report By
 AN1856  HISTORY     - 1978     MONUMENTED       NGS
 AN1856  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1856  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1856
 AN1856                          STATION DESCRIPTION
 AN1856
 AN1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1856'3.0 MI SW FROM WOODSBORO.
 AN1856'3.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 77 FROM ITS JUNCTION WITH FARM
 AN1856'ROAD 136 IN WOODSBORO, 40 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 AN1856'27 FEET NORTHWEST OF THE CENTER OF THE MISSOURI PACIFIC RAILROAD TRACK
 AN1856'AND 1 FOOT SOUTHWEST OF MILE POLE 177.
 AN1856
 AN1856                          STATION RECOVERY (1990)
 AN1856
 AN1856'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1856'MARK NOT FOUND.
 AN1856
 AN1856                          STATION RECOVERY (1999)
 AN1856
 AN1856'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1852 ***********************************************************************
 AN1852  DESIGNATION -  R 1273
 AN1852  PID         -  AN1852
 AN1852  STATE/COUNTY-  TX/REFUGIO
 AN1852  USGS QUAD   -  REFUGIO (1979)
 AN1852
 AN1852                         *CURRENT SURVEY CONTROL
 AN1852  ___________________________________________________________________
 AN1852* NAD 83(1986)-  28 16 23.     (N)    097 18 13.     (W)     SCALED    
 AN1852* NAVD 88     -        13.879  (meters)      45.53   (feet)  ADJUSTED  
 AN1852  ___________________________________________________________________
 AN1852  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1852  DYNAMIC HT  -          13.859 (meters)      45.47  (feet)  COMP
 AN1852  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 AN1852
 AN1852  VERT ORDER  -  FIRST     CLASS I
 AN1852
 AN1852.The horizontal coordinates were scaled from a topographic map and have
 AN1852.an estimated accuracy of +/- 6 seconds.
 AN1852
 AN1852.The orthometric height was determined by differential leveling
 AN1852.and adjusted by the National Geodetic Survey in June 1991..
 AN1852
 AN1852.The geoid height was determined by GEOID03.
 AN1852
 AN1852.The dynamic height is computed by dividing the NAVD 88
 AN1852.geopotential number by the normal gravity value computed on the
 AN1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1852.degrees latitude (g = 980.6199 gals.).
 AN1852
 AN1852.The modeled gravity was interpolated from observed gravity values.
 AN1852
 AN1852;                    North         East    Units  Estimated Accuracy
 AN1852;SPC TXSC     - 4,049,940.      766,440.      MT  (+/- 180 meters Scaled)
 AN1852
 AN1852                          SUPERSEDED SURVEY CONTROL
 AN1852
 AN1852  NGVD 29 (??/??/92)   14.039  (m)           46.06   (f) ADJ UNCH    1 1
 AN1852
 AN1852.Superseded values are not recommended for survey control.
 AN1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1852.See file dsdata.txt to determine how the superseded data were derived.
 AN1852
 AN1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS663286(NAD 83)
 AN1852_MARKER: DB = BENCH MARK DISK
 AN1852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1852_SP_SET: STAINLESS STEEL ROD
 AN1852_STAMPING: R 1273 1978
 AN1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1852
 AN1852  HISTORY     - Date     Condition        Report By
 AN1852  HISTORY     - 1978     MONUMENTED       NGS
 AN1852  HISTORY     - 19940716 GOOD             USPSQD
 AN1852  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1852
 AN1852                          STATION DESCRIPTION
 AN1852
 AN1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1852'2.4 MI SW FROM REFUGIO.
 AN1852'2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1852'REFUGIO, AT A FIELD ROAD LEADING NORTHWEST, 61 FT NORTHWEST OF
 AN1852'THE CENTER LINE OF THE HIGHWAY, 9 FT NORTHEAST OF THE CENTER LINE OF
 AN1852'THE ROAD, 9 FT SOUTH OF A PIPELINE CROSSING MARKER, 1 FT SOUTHEAST
 AN1852'OF A FENCE.
 AN1852
 AN1852                          STATION RECOVERY (1994)
 AN1852
 AN1852'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1852'RECOVERED IN GOOD CONDITION.
 AN1852
 AN1852                          STATION RECOVERY (1999)
 AN1852
 AN1852'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1836 ***********************************************************************
 AN1836  DESIGNATION -  R 1274
 AN1836  PID         -  AN1836
 AN1836  STATE/COUNTY-  TX/REFUGIO
 AN1836  USGS QUAD   -  LAKE PASTURE (1979)
 AN1836
 AN1836                         *CURRENT SURVEY CONTROL
 AN1836  ___________________________________________________________________
 AN1836* NAD 83(1986)-  28 27 37.     (N)    097 06 49.     (W)     SCALED    
 AN1836* NAVD 88     -        22.212  (meters)      72.87   (feet)  ADJUSTED  
 AN1836  ___________________________________________________________________
 AN1836  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1836  DYNAMIC HT  -          22.179 (meters)      72.77  (feet)  COMP
 AN1836  MODELED GRAV-     979,167.5   (mgal)                       NAVD 88
 AN1836
 AN1836  VERT ORDER  -  FIRST     CLASS I
 AN1836
 AN1836.The horizontal coordinates were scaled from a topographic map and have
 AN1836.an estimated accuracy of +/- 6 seconds.
 AN1836
 AN1836.The orthometric height was determined by differential leveling
 AN1836.and adjusted by the National Geodetic Survey in June 1991..
 AN1836
 AN1836.The geoid height was determined by GEOID03.
 AN1836
 AN1836.The dynamic height is computed by dividing the NAVD 88
 AN1836.geopotential number by the normal gravity value computed on the
 AN1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1836.degrees latitude (g = 980.6199 gals.).
 AN1836
 AN1836.The modeled gravity was interpolated from observed gravity values.
 AN1836
 AN1836;                    North         East    Units  Estimated Accuracy
 AN1836;SPC TXSC     - 4,070,980.      784,740.      MT  (+/- 180 meters Scaled)
 AN1836
 AN1836                          SUPERSEDED SURVEY CONTROL
 AN1836
 AN1836  NGVD 29 (??/??/92)   22.357  (m)           73.35   (f) ADJ UNCH    1 1
 AN1836
 AN1836.Superseded values are not recommended for survey control.
 AN1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1836.See file dsdata.txt to determine how the superseded data were derived.
 AN1836
 AN1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS846496(NAD 83)
 AN1836_MARKER: DB = BENCH MARK DISK
 AN1836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1836_SP_SET: HEADWALL
 AN1836_STAMPING: R 1274 1978
 AN1836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1836
 AN1836  HISTORY     - Date     Condition        Report By
 AN1836  HISTORY     - 1978     MONUMENTED       NGS
 AN1836  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1836  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1836
 AN1836                          STATION DESCRIPTION
 AN1836
 AN1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1836'16.3 MI NE FROM REFUGIO.
 AN1836'16.3 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1836'REFUGIO, SET IN THE TOP AND 0.5 FT SOUTHWEST OF THE NORTHEAST END
 AN1836'OF THE NORTHWEST HEADWALL OF A MULTI-BOX CULVERT, 20 FT NORTHWEST
 AN1836'OF THE CENTER LINE OF THE HIGHWAY.
 AN1836
 AN1836                          STATION RECOVERY (1994)
 AN1836
 AN1836'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1836'MARK NOT FOUND.
 AN1836
 AN1836                          STATION RECOVERY (1999)
 AN1836
 AN1836'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2433 ***********************************************************************
 AN2433  DESIGNATION -  R 1274 RESET
 AN2433  PID         -  AN2433
 AN2433  STATE/COUNTY-  TX/REFUGIO
 AN2433  USGS QUAD   -  LAKE PASTURE (1979)
 AN2433
 AN2433                         *CURRENT SURVEY CONTROL
 AN2433  ___________________________________________________________________
 AN2433* NAD 83(1986)-  28 27 37.     (N)    097 06 49.     (W)     SCALED    
 AN2433* NAVD 88     -        22.22   (meters)      72.9    (feet)  RESET     
 AN2433  ___________________________________________________________________
 AN2433  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN2433
 AN2433  VERT ORDER  -  THIRD
 AN2433
 AN2433.The horizontal coordinates were scaled from a topographic map and have
 AN2433.an estimated accuracy of +/- 6 seconds.
 AN2433
 AN2433.The orthometric height was computed from unverified reset data.
 AN2433
 AN2433.The geoid height was determined by GEOID03.
 AN2433
 AN2433;                    North         East    Units  Estimated Accuracy
 AN2433;SPC TXSC     - 4,070,980.      784,740.      MT  (+/- 180 meters Scaled)
 AN2433
 AN2433                          SUPERSEDED SURVEY CONTROL
 AN2433
 AN2433  NGVD 29 (01/29/03)   22.36   (m)           73.4    (f) RESET       3  
 AN2433
 AN2433.Superseded values are not recommended for survey control.
 AN2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2433.See file dsdata.txt to determine how the superseded data were derived.
 AN2433
 AN2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS846496(NAD 83)
 AN2433_MARKER: DV = VERTICAL CONTROL DISK
 AN2433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2433_SP_SET: HEADWALL
 AN2433_STAMPING: R 1274 RESET 1985
 AN2433_MARK LOGO: NGS   
 AN2433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2433+STABILITY: SURFACE MOTION
 AN2433
 AN2433  HISTORY     - Date     Condition        Report By
 AN2433  HISTORY     - 1985     MONUMENTED       TXHD
 AN2433  HISTORY     - 19940716 GOOD             USPSQD
 AN2433  HISTORY     - 19990726 GOOD             USPSQD
 AN2433
 AN2433                          STATION DESCRIPTION
 AN2433
 AN2433'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1985
 AN2433'16.3 MILES (26.2 KM) NORTHEAST ALONG US HIGHWAY 77 FROM THE COURTHOUSE
 AN2433'AT REFUGIO, IN THE TOP AND 1.0 FOOT (0.3 M) SOUTHWEST OF THE
 AN2433'NORTHWEST CORNER OF THE LEFT HEADWALL OF A MULTI-BOX CULVERT, 25.5
 AN2433'FEET (7.8 M) NORTHWEST OF SOUTHBOUND LANE STATION 1624+59, 1 FOOT
 AN2433'(0.3 M) BELOW HIGHWAY.
 AN2433
 AN2433                          STATION RECOVERY (1994)
 AN2433
 AN2433'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2433'RECOVERED IN GOOD CONDITION.
 AN2433
 AN2433                          STATION RECOVERY (1999)
 AN2433
 AN2433'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1935 ***********************************************************************
 AW1935  DESIGNATION -  R 1276
 AW1935  PID         -  AW1935
 AW1935  STATE/COUNTY-  TX/HARRIS
 AW1935  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1935
 AW1935                         *CURRENT SURVEY CONTROL
 AW1935  ___________________________________________________________________
 AW1935* NAD 83(1986)-  29 34 46.     (N)    095 09 26.     (W)     SCALED    
 AW1935* NAVD 88     -         7.187  (meters)      23.58   (feet)  ADJUSTED  
 AW1935  ___________________________________________________________________
 AW1935  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW1935  DYNAMIC HT  -           7.177 (meters)      23.55  (feet)  COMP
 AW1935  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AW1935
 AW1935  VERT ORDER  -  FIRST     CLASS II
 AW1935
 AW1935.The horizontal coordinates were scaled from a topographic map and have
 AW1935.an estimated accuracy of +/- 6 seconds.
 AW1935
 AW1935.The orthometric height was determined by differential leveling
 AW1935.and adjusted by the National Geodetic Survey in June 1991..
 AW1935
 AW1935.The geoid height was determined by GEOID03.
 AW1935
 AW1935.The dynamic height is computed by dividing the NAVD 88
 AW1935.geopotential number by the normal gravity value computed on the
 AW1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1935.degrees latitude (g = 980.6199 gals.).
 AW1935
 AW1935.The modeled gravity was interpolated from observed gravity values.
 AW1935
 AW1935;                    North         East    Units  Estimated Accuracy
 AW1935;SPC TXSC     - 4,199,630.      972,210.      MT  (+/- 180 meters Scaled)
 AW1935
 AW1935                          SUPERSEDED SURVEY CONTROL
 AW1935
 AW1935  NGVD 29 (12/23/87)    7.184  (m)           23.57   (f) ADJUSTED    1 2
 AW1935
 AW1935.Superseded values are not recommended for survey control.
 AW1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1935.See file dsdata.txt to determine how the superseded data were derived.
 AW1935
 AW1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN910741(NAD 83)
 AW1935_MARKER: I = METAL ROD
 AW1935_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1935_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1935_STAMPING: R 1276 1978
 AW1935_MARK LOGO: NGS   
 AW1935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1935+STABILITY: POSITION/ELEVATION WELL
 AW1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1935+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AW1935
 AW1935  HISTORY     - Date     Condition        Report By
 AW1935  HISTORY     - 1978     MONUMENTED       NGS
 AW1935  HISTORY     - 1981     GOOD             NGS
 AW1935  HISTORY     - 1985     GOOD             USPSQD
 AW1935  HISTORY     - 1986     GOOD             NGS
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1987     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1988     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     GOOD             USPSQD
 AW1935  HISTORY     - 1989     POOR             USPSQD
 AW1935  HISTORY     - 1990     GOOD             USPSQD
 AW1935  HISTORY     - 1990     GOOD             USPSQD
 AW1935  HISTORY     - 19940219 GOOD             USPSQD
 AW1935  HISTORY     - 20000124 GOOD             USPSQD
 AW1935  HISTORY     - 20010331 GOOD             NGS
 AW1935  HISTORY     - 20050829 GOOD             USPSQD
 AW1935
 AW1935                          STATION DESCRIPTION
 AW1935
 AW1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1935'3.6 MI NW FROM WEBSTER.
 AW1935'ABOUT 3.6 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1935'NASA 1 HIGHWAY IN WEBSTER, 305 FEET NORTHWEST OF S 1277, 345 FEET
 AW1935'SOUTHEAST OF THE EXTENDED CENTERLINE OF FARM ROAD (FM) 2351, 54.5
 AW1935'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE HIGHWAY, 65 FEET SOUTHEAST
 AW1935'OF A SIGN, FRIENDSWOOD 5, 120 FEET NORTH-NORTHEAST OF A WHITE TELE-
 AW1935'PHONE CONTROL BOX, AND 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AW1935'GALVESTON, HOUSTON AND HENDERSON RAILROAD.  THE SLEEVE IS 20 FEET
 AW1935'DEEP, -2 INCHES BELOW THE GROUND.
 AW1935
 AW1935                          STATION RECOVERY (1981)
 AW1935
 AW1935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1985)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1986)
 AW1935
 AW1935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1935'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 AW1935'ADD--10.6 M (34.8 FT) NORTH OF A STEEL BASE OF BILLBOARD NUMBER 22.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1987)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1988)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1989)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1989 (NS)
 AW1935'MARK RECOVERED IN POOR CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1990)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1990)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (1994)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (2000)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1935'RECOVERED IN GOOD CONDITION.
 AW1935
 AW1935                          STATION RECOVERY (2001)
 AW1935
 AW1935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1935'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1935
 AW1935                          STATION RECOVERY (2005)
 AW1935
 AW1935'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1935'GOOD CONDITION. FOUND AS DESCRIBED. N29 34 47.7 W095 09 25.0. LEFT A
 AW1935'12 INCH WIDE HOLE 8 INCHES DEEP IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2073 ***********************************************************************
 AW2073  DESIGNATION -  R 1277
 AW2073  PID         -  AW2073
 AW2073  STATE/COUNTY-  TX/HARRIS
 AW2073  USGS QUAD   -  LA PORTE (1982)
 AW2073
 AW2073                         *CURRENT SURVEY CONTROL
 AW2073  ___________________________________________________________________
 AW2073* NAD 83(1986)-  29 37 32.     (N)    095 06 01.     (W)     SCALED    
 AW2073* NAVD 88     -         4.257  (meters)      13.97   (feet)  ADJUSTED  
 AW2073  ___________________________________________________________________
 AW2073  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW2073  DYNAMIC HT  -           4.251 (meters)      13.95  (feet)  COMP
 AW2073  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 AW2073
 AW2073  VERT ORDER  -  FIRST     CLASS II
 AW2073
 AW2073.The horizontal coordinates were scaled from a topographic map and have
 AW2073.an estimated accuracy of +/- 6 seconds.
 AW2073
 AW2073.The orthometric height was determined by differential leveling
 AW2073.and adjusted by the National Geodetic Survey in June 1991..
 AW2073
 AW2073.The geoid height was determined by GEOID03.
 AW2073
 AW2073.The dynamic height is computed by dividing the NAVD 88
 AW2073.geopotential number by the normal gravity value computed on the
 AW2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2073.degrees latitude (g = 980.6199 gals.).
 AW2073
 AW2073.The modeled gravity was interpolated from observed gravity values.
 AW2073
 AW2073;                    North         East    Units  Estimated Accuracy
 AW2073;SPC TXSC     - 4,204,920.      977,560.      MT  (+/- 180 meters Scaled)
 AW2073
 AW2073                          SUPERSEDED SURVEY CONTROL
 AW2073
 AW2073  NGVD 29 (12/23/87)    4.254  (m)           13.96   (f) ADJUSTED    1 2
 AW2073
 AW2073.Superseded values are not recommended for survey control.
 AW2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2073.See file dsdata.txt to determine how the superseded data were derived.
 AW2073
 AW2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN966791(NAD 83)
 AW2073_MARKER: DB = BENCH MARK DISK
 AW2073_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2073_SP_SET: STAINLESS STEEL ROD
 AW2073_STAMPING: R 1277 1978
 AW2073_MARK LOGO: NGS   
 AW2073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2073+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW2073
 AW2073  HISTORY     - Date     Condition        Report By
 AW2073  HISTORY     - 1978     MONUMENTED       NGS
 AW2073  HISTORY     - 1987     GOOD             USPSQD
 AW2073  HISTORY     - 1987     GOOD             NGS
 AW2073  HISTORY     - 1989     GOOD             USPSQD
 AW2073  HISTORY     - 1990     GOOD             USPSQD
 AW2073  HISTORY     - 1990     GOOD             USPSQD
 AW2073  HISTORY     - 19940326 GOOD             USPSQD
 AW2073  HISTORY     - 20050116 GOOD             USPSQD
 AW2073
 AW2073                          STATION DESCRIPTION
 AW2073
 AW2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2073'6.5 MI SE FROM GENOA.
 AW2073'ABOUT 5.7 MILES EAST ALONG GENOA-RED BLUFF ROAD FROM ITS JUNCTION WITH
 AW2073'STATE HIGHWAY 3 IN GENOA, AND THENCE 0.8 MILE SOUTHEAST ALONG RED
 AW2073'BLUFF ROAD TO ITS JUNCTION WITH A SHELL ROAD LEADING SOUTHWEST, 41.5
 AW2073'FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE SOUTH LANES OF THE ROAD,
 AW2073'18 FEET SOUTH OF THE CENTERLINE OF A SHELL ROAD WITH A GATE, 12 FEET
 AW2073'SOUTHEAST OF A 5 INCH STEEL GATE POST, AND 1 FOOT NORTHEAST OF A
 AW2073'FENCE.
 AW2073
 AW2073                          STATION RECOVERY (1987)
 AW2073
 AW2073'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2073'RECOVERED IN GOOD CONDITION.
 AW2073
 AW2073                          STATION RECOVERY (1987)
 AW2073
 AW2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2073'RECOVERED IN GOOD CONDITION.
 AW2073
 AW2073                          STATION RECOVERY (1989)
 AW2073
 AW2073'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW2073'RECOVERED IN GOOD CONDITION.
 AW2073
 AW2073                          STATION RECOVERY (1990)
 AW2073
 AW2073'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW2073'RECOVERED IN GOOD CONDITION.
 AW2073
 AW2073                          STATION RECOVERY (1990)
 AW2073
 AW2073'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW2073'RECOVERED IN GOOD CONDITION.
 AW2073
 AW2073                          STATION RECOVERY (1994)
 AW2073
 AW2073'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2073'RECOVERED IN GOOD CONDITION.
 AW2073
 AW2073                          STATION RECOVERY (2005)
 AW2073
 AW2073'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1976 ***********************************************************************
 AW1976  DESIGNATION -  R 1278
 AW1976  PID         -  AW1976
 AW1976  STATE/COUNTY-  TX/HARRIS
 AW1976  USGS QUAD   -  HARMASTON (1982)
 AW1976
 AW1976                         *CURRENT SURVEY CONTROL
 AW1976  ___________________________________________________________________
 AW1976* NAD 83(1986)-  29 53 21.     (N)    095 09 27.     (W)     SCALED    
 AW1976* NAVD 88     -        15.339  (meters)      50.32   (feet)  ADJUSTED  
 AW1976  ___________________________________________________________________
 AW1976  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW1976  DYNAMIC HT  -          15.319 (meters)      50.26  (feet)  COMP
 AW1976  MODELED GRAV-     979,298.0   (mgal)                       NAVD 88
 AW1976
 AW1976  VERT ORDER  -  FIRST     CLASS II
 AW1976
 AW1976.The horizontal coordinates were scaled from a topographic map and have
 AW1976.an estimated accuracy of +/- 6 seconds.
 AW1976
 AW1976.The orthometric height was determined by differential leveling
 AW1976.and adjusted by the National Geodetic Survey in June 1991..
 AW1976
 AW1976.The geoid height was determined by GEOID03.
 AW1976
 AW1976.The dynamic height is computed by dividing the NAVD 88
 AW1976.geopotential number by the normal gravity value computed on the
 AW1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1976.degrees latitude (g = 980.6199 gals.).
 AW1976
 AW1976.The modeled gravity was interpolated from observed gravity values.
 AW1976
 AW1976;                    North         East    Units  Estimated Accuracy
 AW1976;SPC TXSC     - 4,233,940.      971,060.      MT  (+/- 180 meters Scaled)
 AW1976
 AW1976                          SUPERSEDED SURVEY CONTROL
 AW1976
 AW1976  NGVD 29 (12/23/87)   15.338  (m)           50.32   (f) ADJUSTED    1 2
 AW1976
 AW1976.Superseded values are not recommended for survey control.
 AW1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1976.See file dsdata.txt to determine how the superseded data were derived.
 AW1976
 AW1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP916084(NAD 83)
 AW1976_MARKER: DB = BENCH MARK DISK
 AW1976_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1976_SP_SET: STAINLESS STEEL ROD
 AW1976_STAMPING: R 1278 1978
 AW1976_MARK LOGO: NGS   
 AW1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1976
 AW1976  HISTORY     - Date     Condition        Report By
 AW1976  HISTORY     - 1978     MONUMENTED       NGS
 AW1976  HISTORY     - 1983     GOOD             NGS
 AW1976  HISTORY     - 1986     GOOD             NGS
 AW1976
 AW1976                          STATION DESCRIPTION
 AW1976
 AW1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1976'3.4 MI NW FROM SHELDON.
 AW1976'ABOUT 1.0 MILE NORTH ALONG SHELDON ROAD FROM THE INTERSECTION OF
 AW1976'SHELDON ROAD AND U.S. HIGHWAY 90 IN SHELDON, THENCE 2.0 MILES WEST
 AW1976'ALONG A PAVED ROAD, AND THENCE 0.4 MILE NORTH ALONG A SHELL ROAD,
 AW1976'28 FEET EAST OF THE CENTERLINE OF THE SHELL ROAD, 3 FEET SOUTH OF A
 AW1976'POWER POLE, AND 2 FEET WEST OF A FENCE.
 AW1976
 AW1976                          STATION RECOVERY (1983)
 AW1976
 AW1976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1976'RECOVERED IN GOOD CONDITION.
 AW1976
 AW1976                          STATION RECOVERY (1986)
 AW1976
 AW1976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1976'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--85.9 M
 AW1976'(281.8 FT) NORTH OF THE CENTER OF THE DRIVEWAY LEADING EAST TO THE
 AW1976'J.A. NORWOOD RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2260 ***********************************************************************
 AW2260  DESIGNATION -  R 1279
 AW2260  PID         -  AW2260
 AW2260  STATE/COUNTY-  TX/HARRIS
 AW2260  USGS QUAD   -  ALIEF (1995)
 AW2260
 AW2260                         *CURRENT SURVEY CONTROL
 AW2260  ___________________________________________________________________
 AW2260* NAD 83(1986)-  29 42 44.     (N)    095 37 27.     (W)     SCALED    
 AW2260* NAVD 88     -        24.32   (+/-2cm)      79.8    (feet)  VERTCON   
 AW2260  ___________________________________________________________________
 AW2260  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2260
 AW2260  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2260
 AW2260.The horizontal coordinates were scaled from a topographic map and have
 AW2260.an estimated accuracy of +/- 6 seconds.
 AW2260
 AW2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2260.The vertical order pertains to the NGVD 29 superseded value.
 AW2260
 AW2260.The geoid height was determined by GEOID03.
 AW2260
 AW2260;                    North         East    Units  Estimated Accuracy
 AW2260;SPC TXSC     - 4,212,950.      926,570.      MT  (+/- 180 meters Scaled)
 AW2260
 AW2260                          SUPERSEDED SURVEY CONTROL
 AW2260
 AW2260  NGVD 29 (??/??/??)   24.315  (m)           79.77   (f) ADJUSTED    1 2
 AW2260
 AW2260.Superseded values are not recommended for survey control.
 AW2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2260.See file dsdata.txt to determine how the superseded data were derived.
 AW2260
 AW2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN461897(NAD 83)
 AW2260_MARKER: DB = BENCH MARK DISK
 AW2260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2260_SP_SET: STAINLESS STEEL ROD
 AW2260_STAMPING: R 1279 1978
 AW2260_MARK LOGO: NGS   
 AW2260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2260
 AW2260  HISTORY     - Date     Condition        Report By
 AW2260  HISTORY     - 1978     MONUMENTED       NGS
 AW2260  HISTORY     - 1983     GOOD             NGS
 AW2260  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2260  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 AW2260  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2260
 AW2260                          STATION DESCRIPTION
 AW2260
 AW2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2260'2.0 MI WEST FROM ALIEF.
 AW2260'ABOUT 2.0 MILES WEST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION
 AW2260'OF OLD WESTHIEMER ROAD, IN ALIEF.  40 FEET SOUTH OF THE CENTER-
 AW2260'LINE OF THE ROAD, 18 FEET WEST OF THE CENTERLINE OF A SHELL ROAD
 AW2260'LEADING SOUTH, 9 FEET SOUTHWEST OF THE SOUTH END OF A
 AW2260'4X4 FEET CONCRETE CULVERT, AND 1.5 FEET WEST OF POWER
 AW2260'POLE NUMBER 13601.
 AW2260
 AW2260                          STATION RECOVERY (1983)
 AW2260
 AW2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2260'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 18 FEET WEST OF THE
 AW2260'CENTERLINE OF A SHELL ROAD, ADD 21.48 METERS (70.5 FT) WEST OF A
 AW2260'STREET SIGN (ALIEF-CLODINE AND ELDRIDGE ROAD), ADD 14.02 METERS
 AW2260'(46.0 FT) NORTH OF A POWERLINE POLE WITH 3 GUY WIRES ANCHORED TO THE
 AW2260'NORTH AT ONE POINT, ADD 8.08 METERS (26.5 FT) WEST-NORTHWEST OF THE
 AW2260'NORTH END OF A SIGN (PHEASANT RUN).
 AW2260
 AW2260                          STATION RECOVERY (1986)
 AW2260
 AW2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2260'NOT RECOVERED.
 AW2260
 AW2260                          STATION RECOVERY (1996)
 AW2260
 AW2260'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2260'MARK NOT FOUND.
 AW2260
 AW2260                          STATION RECOVERY (2004)
 AW2260
 AW2260'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0533 ***********************************************************************
 AJ0533  DESIGNATION -  R 128
 AJ0533  PID         -  AJ0533
 AJ0533  STATE/COUNTY-  TX/JIM HOGG
 AJ0533  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0533
 AJ0533                         *CURRENT SURVEY CONTROL
 AJ0533  ___________________________________________________________________
 AJ0533* NAD 83(1986)-  27 06 44.     (N)    098 35 24.     (W)     SCALED    
 AJ0533* NAVD 88     -       138.623  (meters)     454.80   (feet)  ADJUSTED  
 AJ0533  ___________________________________________________________________
 AJ0533  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AJ0533  DYNAMIC HT  -         138.400 (meters)     454.07  (feet)  COMP
 AJ0533  MODELED GRAV-     979,036.9   (mgal)                       NAVD 88
 AJ0533
 AJ0533  VERT ORDER  -  SECOND    CLASS 0
 AJ0533
 AJ0533.The horizontal coordinates were scaled from a topographic map and have
 AJ0533.an estimated accuracy of +/- 6 seconds.
 AJ0533
 AJ0533.The orthometric height was determined by differential leveling
 AJ0533.and adjusted by the National Geodetic Survey in June 1991..
 AJ0533
 AJ0533.The geoid height was determined by GEOID03.
 AJ0533
 AJ0533.The dynamic height is computed by dividing the NAVD 88
 AJ0533.geopotential number by the normal gravity value computed on the
 AJ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0533.degrees latitude (g = 980.6199 gals.).
 AJ0533
 AJ0533.The modeled gravity was interpolated from observed gravity values.
 AJ0533
 AJ0533;                    North         East    Units  Estimated Accuracy
 AJ0533;SPC TX S     - 5,160,160.      291,080.      MT  (+/- 180 meters Scaled)
 AJ0533
 AJ0533                          SUPERSEDED SURVEY CONTROL
 AJ0533
 AJ0533  NGVD 29 (??/??/92)  138.652  (m)          454.89   (f) ADJ UNCH    2 0
 AJ0533
 AJ0533.Superseded values are not recommended for survey control.
 AJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0533.See file dsdata.txt to determine how the superseded data were derived.
 AJ0533
 AJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ406989(NAD 83)
 AJ0533_MARKER: DB = BENCH MARK DISK
 AJ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0533_STAMPING: R 128 1933
 AJ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0533+STABILITY: SURFACE MOTION
 AJ0533
 AJ0533  HISTORY     - Date     Condition        Report By
 AJ0533  HISTORY     - 1933     MONUMENTED       CGS
 AJ0533  HISTORY     - 1943     GOOD             NGS
 AJ0533  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0533
 AJ0533                          STATION DESCRIPTION
 AJ0533
 AJ0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0533'15.8 MI SE FROM HEBBRONVILLE.
 AJ0533'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0533'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 1.2
 AJ0533'MILES.  TURN SOUTHEASTERLY (RIGHT) ONTO THE ROAD TO AGUA NUEVA AND GO
 AJ0533'14.6 MILES TO THE INTERSECTION OF THE OLD ROAD TO ALTA VISTA AND SITE
 AJ0533'OF BENCH MARK.  BENCH MARK IS 24 FEET WEST OF AND ABOUT THE SAME
 AJ0533'ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4
 AJ0533'INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF THE RIGHT OF WAY FENCE.
 AJ0533'A DISK SET IN CONCRETE POST.  PROJECTING 0.8 FOOT.
 AJ0533
 AJ0533                          STATION RECOVERY (1972)
 AJ0533
 AJ0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1885 ***********************************************************************
 AW1885  DESIGNATION -  R 1281
 AW1885  PID         -  AW1885
 AW1885  STATE/COUNTY-  TX/HARRIS
 AW1885  USGS QUAD   -  CYPRESS (1995)
 AW1885
 AW1885                         *CURRENT SURVEY CONTROL
 AW1885  ___________________________________________________________________
 AW1885* NAD 83(1986)-  29 52 48.     (N)    095 41 12.     (W)     SCALED    
 AW1885* NAVD 88     -        40.572  (meters)     133.11   (feet)  ADJUSTED  
 AW1885  ___________________________________________________________________
 AW1885  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1885  DYNAMIC HT  -          40.517 (meters)     132.93  (feet)  COMP
 AW1885  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 AW1885
 AW1885  VERT ORDER  -  FIRST     CLASS II
 AW1885
 AW1885.The horizontal coordinates were scaled from a topographic map and have
 AW1885.an estimated accuracy of +/- 6 seconds.
 AW1885
 AW1885.The orthometric height was determined by differential leveling
 AW1885.and adjusted by the National Geodetic Survey in June 1991..
 AW1885
 AW1885.The geoid height was determined by GEOID03.
 AW1885
 AW1885.The dynamic height is computed by dividing the NAVD 88
 AW1885.geopotential number by the normal gravity value computed on the
 AW1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1885.degrees latitude (g = 980.6199 gals.).
 AW1885
 AW1885.The modeled gravity was interpolated from observed gravity values.
 AW1885
 AW1885;                    North         East    Units  Estimated Accuracy
 AW1885;SPC TXSC     - 4,231,360.      920,000.      MT  (+/- 180 meters Scaled)
 AW1885
 AW1885                          SUPERSEDED SURVEY CONTROL
 AW1885
 AW1885  NGVD 29 (12/23/87)   40.565  (m)          133.09   (f) ADJUSTED    1 2
 AW1885
 AW1885.Superseded values are not recommended for survey control.
 AW1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1885.See file dsdata.txt to determine how the superseded data were derived.
 AW1885
 AW1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP405085(NAD 83)
 AW1885_MARKER: DB = BENCH MARK DISK
 AW1885_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1885_SP_SET: GUARD RAIL
 AW1885_STAMPING: R 1281 1978
 AW1885_MARK LOGO: NGS   
 AW1885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1885+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 AW1885
 AW1885  HISTORY     - Date     Condition        Report By
 AW1885  HISTORY     - 1978     MONUMENTED       NGS
 AW1885  HISTORY     - 1986     GOOD             NGS
 AW1885  HISTORY     - 1987     GOOD             USPSQD
 AW1885  HISTORY     - 19931106 GOOD             USPSQD
 AW1885  HISTORY     - 20030729 GOOD             LJA
 AW1885  HISTORY     - 20041011 GOOD             USPSQD
 AW1885
 AW1885                          STATION DESCRIPTION
 AW1885
 AW1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1885'7.1 MI SOUTH FROM CYPRESS.
 AW1885'ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE
 AW1885'IN CYPRESS, THENCE 5.2 MILES SOUTH ALONG BARKER CYPRESS ROAD, AND
 AW1885'THENCE 0.2 MILE WEST ALONG FARM ROAD 529.  DISK IS SET IN TOP OF THE
 AW1885'NORTHWEST CONCRETE GUARD RAIL OVER THE NORTHWEST CORNER OF THE
 AW1885'BRIDGE ABUTMENT, FOR A BRIDGE OVER LANGHAM CREEK, 18 FEET NOTH OF
 AW1885'THE CENTERLINE OF FARM ROAD 529, AND 0.6 FOOT WEST OF THE EAST END
 AW1885'OF THE NORTHWEST CONCRETE GUARD RAIL.
 AW1885
 AW1885                          STATION RECOVERY (1986)
 AW1885
 AW1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1885'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.1 KM (1.95
 AW1885'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1885'SPRING-CYPRESS ROAD IN CYPRESS.
 AW1885
 AW1885                          STATION RECOVERY (1987)
 AW1885
 AW1885'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1885'RECOVERED IN GOOD CONDITION.
 AW1885
 AW1885                          STATION RECOVERY (1993)
 AW1885
 AW1885'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1885'RECOVERED IN GOOD CONDITION.
 AW1885
 AW1885                          STATION RECOVERY (2003)
 AW1885
 AW1885'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW1885'RECOVERED IN GOOD CONDITION.
 AW1885
 AW1885                          STATION RECOVERY (2004)
 AW1885
 AW1885'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1885'ROAD IS BEING MADE INTO A 6 LANE ROAD INSTEAD OF A 2 LANE.  THIS MARK
 AW1885'WILL BE LOST BY NEXT YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1831 ***********************************************************************
 BL1831  DESIGNATION -  R 1282
 BL1831  PID         -  BL1831
 BL1831  STATE/COUNTY-  TX/HARRIS
 BL1831  USGS QUAD   -  TOMBALL (1979)
 BL1831
 BL1831                         *CURRENT SURVEY CONTROL
 BL1831  ___________________________________________________________________
 BL1831* NAD 83(1986)-  30 00 32.     (N)    095 33 45.     (W)     SCALED    
 BL1831* NAVD 88     -        41.74   (+/-2cm)     136.9    (feet)  VERTCON   
 BL1831  ___________________________________________________________________
 BL1831  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1831
 BL1831  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1831
 BL1831.The horizontal coordinates were scaled from a topographic map and have
 BL1831.an estimated accuracy of +/- 6 seconds.
 BL1831
 BL1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1831.The vertical order pertains to the NGVD 29 superseded value.
 BL1831
 BL1831.The geoid height was determined by GEOID03.
 BL1831
 BL1831;                    North         East    Units  Estimated Accuracy
 BL1831;SPC TXSC     - 4,245,990.      931,570.      MT  (+/- 180 meters Scaled)
 BL1831
 BL1831                          SUPERSEDED SURVEY CONTROL
 BL1831
 BL1831  NGVD 29 (??/??/92)   41.731  (m)          136.91   (f) ADJ UNCH    1 2
 BL1831
 BL1831.Superseded values are not recommended for survey control.
 BL1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1831.See file dsdata.txt to determine how the superseded data were derived.
 BL1831
 BL1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP528225(NAD 83)
 BL1831_MARKER: DB = BENCH MARK DISK
 BL1831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1831_SP_SET: STAINLESS STEEL ROD
 BL1831_STAMPING: R 1282 1978
 BL1831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1831
 BL1831  HISTORY     - Date     Condition        Report By
 BL1831  HISTORY     - 1978     MONUMENTED       NGS
 BL1831  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1831  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 BL1831
 BL1831                          STATION DESCRIPTION
 BL1831
 BL1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1831'6.8 MI SE FROM TOMBALL.
 BL1831'6.8 MILES SOUTHEAST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD, FROM
 BL1831'THE RAILROAD STATION IN TOMBALL.  AT THE SITE OF THREE LARGE TRANS-
 BL1831'FORMERS SUPPORTED BY FOUR POLES.  MARK IS SET BETWEEN THE CENTER
 BL1831'POLES, 47.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACKS,
 BL1831'29.5 FEET NORTHEAST OF THE CENTERLINE OF LOUETTA ROAD, AND 3 FEET
 BL1831'NORTHWEST OF THE MOST SOUTHERLY OF THE TWO CENTER POLES.  DISK IS
 BL1831'SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A 4
 BL1831'INCH PLASTIC SCREW PLUG.
 BL1831
 BL1831                          STATION RECOVERY (1986)
 BL1831
 BL1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1831'THERE HAS BEEN GRADING AT THIS LOCATION.
 BL1831
 BL1831                          STATION RECOVERY (2004)
 BL1831
 BL1831'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2385 ***********************************************************************
 BY2385  DESIGNATION -  R 1283
 BY2385  PID         -  BY2385
 BY2385  STATE/COUNTY-  TX/SHELBY
 BY2385  USGS QUAD   -  CENTER (1984)
 BY2385
 BY2385                         *CURRENT SURVEY CONTROL
 BY2385  ___________________________________________________________________
 BY2385* NAD 83(1986)-  31 48 44.     (N)    094 11 39.     (W)     SCALED    
 BY2385* NAVD 88     -       112.889  (meters)     370.37   (feet)  ADJUSTED  
 BY2385  ___________________________________________________________________
 BY2385  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BY2385  DYNAMIC HT  -         112.754 (meters)     369.93  (feet)  COMP
 BY2385  MODELED GRAV-     979,447.8   (mgal)                       NAVD 88
 BY2385
 BY2385  VERT ORDER  -  FIRST     CLASS II
 BY2385
 BY2385.The horizontal coordinates were scaled from a topographic map and have
 BY2385.an estimated accuracy of +/- 6 seconds.
 BY2385
 BY2385.The orthometric height was determined by differential leveling
 BY2385.and adjusted by the National Geodetic Survey in June 1991..
 BY2385
 BY2385.The geoid height was determined by GEOID03.
 BY2385
 BY2385.The dynamic height is computed by dividing the NAVD 88
 BY2385.geopotential number by the normal gravity value computed on the
 BY2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2385.degrees latitude (g = 980.6199 gals.).
 BY2385
 BY2385.The modeled gravity was interpolated from observed gravity values.
 BY2385
 BY2385;                    North         East    Units  Estimated Accuracy
 BY2385;SPC TX C     - 3,253,890.    1,280,980.      MT  (+/- 180 meters Scaled)
 BY2385
 BY2385                          SUPERSEDED SURVEY CONTROL
 BY2385
 BY2385  NGVD 29 (??/??/??)  112.930  (m)          370.50   (f) ADJUSTED    1 2
 BY2385
 BY2385.Superseded values are not recommended for survey control.
 BY2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2385.See file dsdata.txt to determine how the superseded data were derived.
 BY2385
 BY2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR869202(NAD 83)
 BY2385_MARKER: DB = BENCH MARK DISK
 BY2385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2385_SP_SET: STAINLESS STEEL ROD
 BY2385_STAMPING: R 1283 1979
 BY2385_PROJECTION: RECESSED 3 CENTIMETERS
 BY2385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2385_ROD/PIPE-DEPTH: 3.81 meters
 BY2385
 BY2385  HISTORY     - Date     Condition        Report By
 BY2385  HISTORY     - 1979     MONUMENTED       NGS
 BY2385
 BY2385                          STATION DESCRIPTION
 BY2385
 BY2385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2385'0.15 MI NW FROM CENTER.
 BY2385'0.15 MILE NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2385'HIGHWAY 87 IN CENTER, AT AN ALUMINUM GATE IN A WHITE BOARD FENCE
 BY2385'LINE, 100.0 FT. NORTHWEST OF POWERLINE POLE NUMBER 15493, 45.0 FT.
 BY2385'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.0 FT. SOUTHEAST OF A
 BY2385'FENCE CORNER, 14.0 FT. SOUTHEAST OF THE CENTER OF THE ALUMINUM GATE,
 BY2385'1.0 FT. SOUTHWEST OF THE FENCE LINE.  DISK IS 4 INCHES BELOW GROUND,
 BY2385'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2385'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 BY2385'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1978 ***********************************************************************
 BK1978  DESIGNATION -  R 1284
 BK1978  PID         -  BK1978
 BK1978  STATE/COUNTY-  TX/ORANGE
 BK1978  USGS QUAD   -  MAURICEVILLE (1974)
 BK1978
 BK1978                         *CURRENT SURVEY CONTROL
 BK1978  ___________________________________________________________________
 BK1978* NAD 83(1986)-  30 12 01.     (N)    093 52 25.     (W)     SCALED    
 BK1978* NAVD 88     -         6.998  (meters)      22.96   (feet)  ADJUSTED  
 BK1978  ___________________________________________________________________
 BK1978  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK1978  DYNAMIC HT  -           6.989 (meters)      22.93  (feet)  COMP
 BK1978  MODELED GRAV-     979,317.8   (mgal)                       NAVD 88
 BK1978  OBS GRAVITY -     979,316.3   (mgal)                       GRAV_OBS
 BK1978
 BK1978  VERT ORDER  -  FIRST     CLASS II
 BK1978
 BK1978.The horizontal coordinates were scaled from a topographic map and have
 BK1978.an estimated accuracy of +/- 6 seconds.
 BK1978
 BK1978.The orthometric height was determined by differential leveling
 BK1978.and adjusted by the National Geodetic Survey in June 1991..
 BK1978
 BK1978.The geoid height was determined by GEOID03.
 BK1978
 BK1978.The dynamic height is computed by dividing the NAVD 88
 BK1978.geopotential number by the normal gravity value computed on the
 BK1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1978.degrees latitude (g = 980.6199 gals.).
 BK1978
 BK1978.The modeled gravity was interpolated from observed gravity values.
 BK1978.The observed gravity was obtained from relative gravimeter ties
 BK1978.to the IGSN71 gravity network.
 BK1978
 BK1978;                    North         East    Units  Estimated Accuracy
 BK1978;SPC TX C     - 3,077,210.    1,321,660.      MT  (+/- 180 meters Scaled)
 BK1978
 BK1978                          SUPERSEDED SURVEY CONTROL
 BK1978
 BK1978  NGVD 29 (??/??/??)    6.959  (m)           22.83   (f) ADJUSTED    1 2
 BK1978
 BK1978.Superseded values are not recommended for survey control.
 BK1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1978.See file dsdata.txt to determine how the superseded data were derived.
 BK1978
 BK1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP159413(NAD 83)
 BK1978_MARKER: I = METAL ROD
 BK1978_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1978_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK1978_STAMPING: R 1284 1979
 BK1978_PROJECTION: FLUSH
 BK1978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1978+STABILITY: POSITION/ELEVATION WELL
 BK1978_ROD/PIPE-DEPTH: 15.2 meters
 BK1978_SLEEVE-DEPTH  : 12.5 meters
 BK1978
 BK1978  HISTORY     - Date     Condition        Report By
 BK1978  HISTORY     - 1979     MONUMENTED       NGS
 BK1978  HISTORY     - 1988     GOOD             USPSQD
 BK1978  HISTORY     - 1990     GOOD             USPSQD
 BK1978  HISTORY     - 19960427 GOOD             USPSQD
 BK1978  HISTORY     - 20010331 GOOD             USPSQD
 BK1978  HISTORY     - 20041009 GOOD             USPSQD
 BK1978
 BK1978                          STATION DESCRIPTION
 BK1978
 BK1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1978'IN MAURICEVILLE.
 BK1978'IN MAURICEVILLE, AT THE JUNCTION OF STATE HIGHWAY 62 AND FARM ROAD
 BK1978'1130, AT THE MAURICEVILLE SCHOOL, 44.6 FT. NORTHWEST OF THE CENTERLINE
 BK1978'OF THE ROAD, 156.0 FT. SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE BRICK
 BK1978'SCHOOL, 3.7 FT. NORTHEAST OF THE EAST FACE OF A 5-FT. HIGH ENTRANCE
 BK1978'WALL, 11.3 FT. SOUTHEAST OF A FLAGPOLE, 49.5 FT. WEST-NORTHWEST OF
 BK1978'THE EAST END OF A 30-INCH CORRUGATED PIPE CULVERT.  DATUM POINT IS 4
 BK1978'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BK1978'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BK1978
 BK1978                          STATION RECOVERY (1988)
 BK1978
 BK1978'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAF)
 BK1978'RECOVERED IN GOOD CONDITION.
 BK1978
 BK1978                          STATION RECOVERY (1990)
 BK1978
 BK1978'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 BK1978'RECOVERED IN GOOD CONDITION.
 BK1978
 BK1978                          STATION RECOVERY (1996)
 BK1978
 BK1978'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1978'RECOVERED IN GOOD CONDITION.
 BK1978
 BK1978                          STATION RECOVERY (2001)
 BK1978
 BK1978'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1978'RECOVERED IN GOOD CONDITION.
 BK1978
 BK1978                          STATION RECOVERY (2004)
 BK1978
 BK1978'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1968 ***********************************************************************
 BK1968  DESIGNATION -  R 1285
 BK1968  PID         -  BK1968
 BK1968  STATE/COUNTY-  TX/JASPER
 BK1968  USGS QUAD   -  GIST (1984)
 BK1968
 BK1968                         *CURRENT SURVEY CONTROL
 BK1968  ___________________________________________________________________
 BK1968* NAD 83(1986)-  30 20 43.     (N)    093 55 37.     (W)     SCALED    
 BK1968* NAVD 88     -        14.690  (meters)      48.20   (feet)  ADJUSTED  
 BK1968  ___________________________________________________________________
 BK1968  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BK1968  DYNAMIC HT  -          14.671 (meters)      48.13  (feet)  COMP
 BK1968  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 BK1968
 BK1968  VERT ORDER  -  FIRST     CLASS II
 BK1968
 BK1968.The horizontal coordinates were scaled from a topographic map and have
 BK1968.an estimated accuracy of +/- 6 seconds.
 BK1968
 BK1968.The orthometric height was determined by differential leveling
 BK1968.and adjusted by the National Geodetic Survey in June 1991..
 BK1968
 BK1968.The geoid height was determined by GEOID03.
 BK1968
 BK1968.The dynamic height is computed by dividing the NAVD 88
 BK1968.geopotential number by the normal gravity value computed on the
 BK1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1968.degrees latitude (g = 980.6199 gals.).
 BK1968
 BK1968.The modeled gravity was interpolated from observed gravity values.
 BK1968
 BK1968;                    North         East    Units  Estimated Accuracy
 BK1968;SPC TX C     - 3,092,960.    1,315,600.      MT  (+/- 180 meters Scaled)
 BK1968
 BK1968                          SUPERSEDED SURVEY CONTROL
 BK1968
 BK1968  NGVD 29 (??/??/??)   14.660  (m)           48.10   (f) ADJUSTED    1 2
 BK1968
 BK1968.Superseded values are not recommended for survey control.
 BK1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1968.See file dsdata.txt to determine how the superseded data were derived.
 BK1968
 BK1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP109574(NAD 83)
 BK1968_MARKER: I = METAL ROD
 BK1968_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1968_SP_SET: STAINLESS STEEL ROD
 BK1968_STAMPING: R 1285 1979
 BK1968_PROJECTION: FLUSH
 BK1968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1968+STABILITY: POSITION/ELEVATION WELL
 BK1968_ROD/PIPE-DEPTH: 7.62 meters
 BK1968
 BK1968  HISTORY     - Date     Condition        Report By
 BK1968  HISTORY     - 1979     MONUMENTED       NGS
 BK1968
 BK1968                          STATION DESCRIPTION
 BK1968
 BK1968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1968'6.9 MI SE FROM BUNA.
 BK1968'6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 BK1968'HIGHWAY 96 IN BUNA, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST
 BK1968'ACROSS THE MISSOURI PACIFIC RAILROAD TRACKS, 138.0 FT. EAST OF THE
 BK1968'CENTERLINE OF THE HIGHWAY, 46.0 FT. EAST OF THE EAST RAIL OF THE
 BK1968'TRACKS, 21.0 FT. NORTHWEST OF THE CENTERLINE OF A PRIVATE ENTRANCE
 BK1968'ROAD LEADING EAST TO A PASTURE AND FARM HOUSE, 21.0 FT. NORTHWEST OF
 BK1968'THE CENTER OF A METAL GATE, 3.0 FT. WEST-SOUTHWEST OF A POWERLINE
 BK1968'POLE, 46.8 FT. NORTHWEST OF THE NORTHWEST FACE OF A 2-FT. CEMENT WALL
 BK1968'OF AN OLD FOUNDATION, 1.0 FT. WEST OF A FENCE LINE.  DISK IS 4 INCHES
 BK1968'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BK1968'PLUG.
 BK1968'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BK1968'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2412 ***********************************************************************
 BY2412  DESIGNATION -  R 1286
 BY2412  PID         -  BY2412
 BY2412  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2412  USGS QUAD   -  CHINQUAPIN (1984)
 BY2412
 BY2412                         *CURRENT SURVEY CONTROL
 BY2412  ___________________________________________________________________
 BY2412* NAD 83(1986)-  31 24 59.     (N)    094 03 56.     (W)     SCALED    
 BY2412* NAVD 88     -       110.630  (meters)     362.96   (feet)  ADJUSTED  
 BY2412  ___________________________________________________________________
 BY2412  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BY2412  DYNAMIC HT  -         110.493 (meters)     362.51  (feet)  COMP
 BY2412  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 BY2412
 BY2412  VERT ORDER  -  FIRST     CLASS II
 BY2412
 BY2412.The horizontal coordinates were scaled from a topographic map and have
 BY2412.an estimated accuracy of +/- 6 seconds.
 BY2412
 BY2412.The orthometric height was determined by differential leveling
 BY2412.and adjusted by the National Geodetic Survey in June 1991..
 BY2412
 BY2412.The geoid height was determined by GEOID03.
 BY2412
 BY2412.The dynamic height is computed by dividing the NAVD 88
 BY2412.geopotential number by the normal gravity value computed on the
 BY2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2412.degrees latitude (g = 980.6199 gals.).
 BY2412
 BY2412.The modeled gravity was interpolated from observed gravity values.
 BY2412
 BY2412;                    North         East    Units  Estimated Accuracy
 BY2412;SPC TX C     - 3,210,750.    1,295,610.      MT  (+/- 180 meters Scaled)
 BY2412
 BY2412                          SUPERSEDED SURVEY CONTROL
 BY2412
 BY2412  NGVD 29 (??/??/??)  110.654  (m)          363.04   (f) ADJUSTED    1 2
 BY2412
 BY2412.Superseded values are not recommended for survey control.
 BY2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2412.See file dsdata.txt to determine how the superseded data were derived.
 BY2412
 BY2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ987762(NAD 83)
 BY2412_MARKER: DB = BENCH MARK DISK
 BY2412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2412_SP_SET: STAINLESS STEEL ROD
 BY2412_STAMPING: R 1286 1979
 BY2412_PROJECTION: FLUSH
 BY2412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2412_ROD/PIPE-DEPTH: 6.10 meters
 BY2412
 BY2412  HISTORY     - Date     Condition        Report By
 BY2412  HISTORY     - 1979     MONUMENTED       NGS
 BY2412
 BY2412                          STATION DESCRIPTION
 BY2412
 BY2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2412'5.9 MI NW FROM BRONSON.
 BY2412'5.9 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2412'HIGHWAY 184 IN BRONSON, AT THE RESIDENCE OF MRS. BILLIE PASCHAL,
 BY2412'250.0 FT. WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 136.0 FT.
 BY2412'EAST-NORTHEAST OF POWERLINE POLE NUMBER 11827 WITH TRANSFORMER,
 BY2412'67.5 FT. EAST-SOUTHEAST OF THE SOUTH-SOUTHWEST CORNER OF THE BRICK
 BY2412'HOUSE, 57.5 FT. SOUTHEAST OF THE EAST-SOUTHEAST CORNER OF THE HOUSE,
 BY2412'2.0 FT. SOUTH OF A LIGHT POLE.  DISK IS 3 INCHES BELOW GROUND, ACCESS
 BY2412'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2412'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2529 ***********************************************************************
 BY2529  DESIGNATION -  R 1287
 BY2529  PID         -  BY2529
 BY2529  STATE/COUNTY-  TX/NACOGDOCHES
 BY2529  USGS QUAD   -  GARRISON WEST (1984)
 BY2529
 BY2529                         *CURRENT SURVEY CONTROL
 BY2529  ___________________________________________________________________
 BY2529* NAD 83(1986)-  31 47 22.     (N)    094 32 24.     (W)     SCALED    
 BY2529* NAVD 88     -       152.689  (meters)     500.95   (feet)  ADJUSTED  
 BY2529  ___________________________________________________________________
 BY2529  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY2529  DYNAMIC HT  -         152.503 (meters)     500.34  (feet)  COMP
 BY2529  MODELED GRAV-     979,416.4   (mgal)                       NAVD 88
 BY2529
 BY2529  VERT ORDER  -  FIRST     CLASS II
 BY2529
 BY2529.The horizontal coordinates were scaled from a topographic map and have
 BY2529.an estimated accuracy of +/- 6 seconds.
 BY2529
 BY2529.The orthometric height was determined by differential leveling
 BY2529.and adjusted by the National Geodetic Survey in June 1991..
 BY2529
 BY2529.The geoid height was determined by GEOID03.
 BY2529
 BY2529.The dynamic height is computed by dividing the NAVD 88
 BY2529.geopotential number by the normal gravity value computed on the
 BY2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2529.degrees latitude (g = 980.6199 gals.).
 BY2529
 BY2529.The modeled gravity was interpolated from observed gravity values.
 BY2529
 BY2529;                    North         East    Units  Estimated Accuracy
 BY2529;SPC TX C     - 3,249,610.    1,248,420.      MT  (+/- 180 meters Scaled)
 BY2529
 BY2529                          SUPERSEDED SURVEY CONTROL
 BY2529
 BY2529.No superseded survey control is available for this station.
 BY2529
 BY2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR541181(NAD 83)
 BY2529_MARKER: DB = BENCH MARK DISK
 BY2529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2529_SP_SET: STAINLESS STEEL ROD
 BY2529_STAMPING: R 1287 1979
 BY2529_PROJECTION: RECESSED 3 CENTIMETERS
 BY2529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2529_ROD/PIPE-DEPTH: 7.62 meters
 BY2529
 BY2529  HISTORY     - Date     Condition        Report By
 BY2529  HISTORY     - 1979     MONUMENTED       NGS
 BY2529  HISTORY     - 19980919 GOOD             USPSQD
 BY2529
 BY2529                          STATION DESCRIPTION
 BY2529
 BY2529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2529'3.95 MI SW FROM GARRISON.
 BY2529'3.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY2529'ROAD 95 NORTH IN GARRISON, AT THE JUNCTION OF FARM ROAD 2476 LEADING
 BY2529'SOUTH, 70.0 FT. EAST-SOUTHEAST OF THE NORTHEAST END OF A DOUBLE 2-FT.
 BY2529'ROUND CONCRETE CULVERT, 106 FT. SOUTH-SOUTHEAST OF THE CENTERLINE OF
 BY2529'THE ROAD, 2.0 FT. SOUTH OF A RIGHT-OF-WAY MARKER.  DISK IS 4 INCHES
 BY2529'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BY2529'PLUG.
 BY2529'THE MARK IS 3 FT  SSE FROM A WITNESS POST.
 BY2529'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2529
 BY2529                          STATION RECOVERY (1998)
 BY2529
 BY2529'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1941 ***********************************************************************
 BK1941  DESIGNATION -  R 1288
 BK1941  PID         -  BK1941
 BK1941  STATE/COUNTY-  TX/JASPER
 BK1941  USGS QUAD   -  KIRBYVILLE (1984)
 BK1941
 BK1941                         *CURRENT SURVEY CONTROL
 BK1941  ___________________________________________________________________
 BK1941* NAD 83(1986)-  30 44 35.     (N)    093 56 01.     (W)     SCALED    
 BK1941* NAVD 88     -        57.101  (meters)     187.34   (feet)  ADJUSTED  
 BK1941  ___________________________________________________________________
 BK1941  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BK1941  DYNAMIC HT  -          57.028 (meters)     187.10  (feet)  COMP
 BK1941  MODELED GRAV-     979,350.6   (mgal)                       NAVD 88
 BK1941
 BK1941  VERT ORDER  -  FIRST     CLASS II
 BK1941
 BK1941.The horizontal coordinates were scaled from a topographic map and have
 BK1941.an estimated accuracy of +/- 6 seconds.
 BK1941
 BK1941.The orthometric height was determined by differential leveling
 BK1941.and adjusted by the National Geodetic Survey in June 1991..
 BK1941
 BK1941.The geoid height was determined by GEOID03.
 BK1941
 BK1941.The dynamic height is computed by dividing the NAVD 88
 BK1941.geopotential number by the normal gravity value computed on the
 BK1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1941.degrees latitude (g = 980.6199 gals.).
 BK1941
 BK1941.The modeled gravity was interpolated from observed gravity values.
 BK1941
 BK1941;                    North         East    Units  Estimated Accuracy
 BK1941;SPC TX C     - 3,136,950.    1,312,430.      MT  (+/- 180 meters Scaled)
 BK1941
 BK1941                          SUPERSEDED SURVEY CONTROL
 BK1941
 BK1941  NGVD 29 (??/??/??)   57.090  (m)          187.30   (f) ADJUSTED    1 2
 BK1941
 BK1941.Superseded values are not recommended for survey control.
 BK1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1941.See file dsdata.txt to determine how the superseded data were derived.
 BK1941
 BK1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ106014(NAD 83)
 BK1941_MARKER: I = METAL ROD
 BK1941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1941_SP_SET: STAINLESS STEEL ROD
 BK1941_STAMPING: R 1288 1979
 BK1941_PROJECTION: RECESSED 5 CENTIMETERS
 BK1941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1941+STABILITY: POSITION/ELEVATION WELL
 BK1941_ROD/PIPE-DEPTH: 4.27 meters
 BK1941
 BK1941  HISTORY     - Date     Condition        Report By
 BK1941  HISTORY     - 1979     MONUMENTED       NGS
 BK1941  HISTORY     - 20040725 GOOD             USPSQD
 BK1941
 BK1941                          STATION DESCRIPTION
 BK1941
 BK1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1941'5.95 MI NW FROM KIRBYVILLE.
 BK1941'5.95 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BK1941'ROAD 1013 IN KIRBYVILLE, 70.0 FT. SOUTHWEST OF THE CENTERLINE OF THE
 BK1941'HIGHWAY, 11.4 FT. WEST-SOUTHWEST OF A CYCLONE FENCE CORNER POST, 1.0
 BK1941'FT. SOUTH-SOUTHEAST OF A CYCLONE FENCE, 15.5 FT. WEST-NORTHWEST OF
 BK1941'GUYED POWERLINE POLE NUMBER 66-1 WITH TRANSFORMER, 60.7 FT. NORTHWEST
 BK1941'OF A TWIN-TRUNKED 40-INCH OAK TREE, 32.0 FT. WEST-SOUTHWEST OF A
 BK1941'TWIN-TRUNKED 12-INCH MAGNOLIA TREE.  DISK IS 4 INCHES BELOW GROUND,
 BK1941'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1941'THE MARK IS 1 FT  ESE FROM A WITNESS POST.
 BK1941'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 BK1941
 BK1941                          STATION RECOVERY (2004)
 BK1941
 BK1941'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2389 ***********************************************************************
 BX2389  DESIGNATION -  R 1289
 BX2389  PID         -  BX2389
 BX2389  STATE/COUNTY-  TX/SABINE
 BX2389  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2389
 BX2389                         *CURRENT SURVEY CONTROL
 BX2389  ___________________________________________________________________
 BX2389* NAD 83(1986)-  31 11 51.     (N)    093 58 41.     (W)     SCALED    
 BX2389* NAVD 88     -        57.506  (meters)     188.67   (feet)  ADJUSTED  
 BX2389  ___________________________________________________________________
 BX2389  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BX2389  DYNAMIC HT  -          57.432 (meters)     188.42  (feet)  COMP
 BX2389  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 BX2389
 BX2389  VERT ORDER  -  FIRST     CLASS II
 BX2389
 BX2389.The horizontal coordinates were scaled from a topographic map and have
 BX2389.an estimated accuracy of +/- 6 seconds.
 BX2389
 BX2389.The orthometric height was determined by differential leveling
 BX2389.and adjusted by the National Geodetic Survey in June 1991..
 BX2389
 BX2389.The geoid height was determined by GEOID03.
 BX2389
 BX2389.The dynamic height is computed by dividing the NAVD 88
 BX2389.geopotential number by the normal gravity value computed on the
 BX2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2389.degrees latitude (g = 980.6199 gals.).
 BX2389
 BX2389.The modeled gravity was interpolated from observed gravity values.
 BX2389
 BX2389;                    North         East    Units  Estimated Accuracy
 BX2389;SPC TX C     - 3,187,000.    1,305,300.      MT  (+/- 180 meters Scaled)
 BX2389
 BX2389                          SUPERSEDED SURVEY CONTROL
 BX2389
 BX2389  NGVD 29 (??/??/??)   57.515  (m)          188.70   (f) ADJUSTED    1 2
 BX2389
 BX2389.Superseded values are not recommended for survey control.
 BX2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2389.See file dsdata.txt to determine how the superseded data were derived.
 BX2389
 BX2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ068519(NAD 83)
 BX2389_MARKER: DB = BENCH MARK DISK
 BX2389_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2389_SP_SET: STAINLESS STEEL ROD
 BX2389_STAMPING: R 1289 1979
 BX2389_PROJECTION: FLUSH
 BX2389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2389+STABILITY: POSITION/ELEVATION WELL
 BX2389_ROD/PIPE-DEPTH: 7.62 meters
 BX2389
 BX2389  HISTORY     - Date     Condition        Report By
 BX2389  HISTORY     - 1979     MONUMENTED       NGS
 BX2389
 BX2389                          STATION DESCRIPTION
 BX2389
 BX2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2389'3.6 MI SOUTH FROM PINELAND.
 BX2389'3.6 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2389'ROAD 83 IN PINELAND, AT THE JUNCTION OF A DIRT ROAD LEADING
 BX2389'NORTHEAST, 76.0 FT. EAST OF CENTERLINE OF THE HIGHWAY, 44.0 FT.
 BX2389'NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 14.0 FT. NORTHWEST
 BX2389'OF A CORNER FENCE POST, 1.0 FT. WEST-SOUTHWEST OF A FENCE LINE,
 BX2389'77.0 FT. NORTH OF THE NORTH END OF A 24-INCH PIPE CULVERT, 6.0
 BX2389'FT. NORTHWEST OF A 12-INCH PINE TREE.  DISK IS 4 INCHES BELOW
 BX2389'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2389'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BX2389'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2501 ***********************************************************************
 BY2501  DESIGNATION -  R 1289 A
 BY2501  PID         -  BY2501
 BY2501  STATE/COUNTY-  TX/NACOGDOCHES
 BY2501  USGS QUAD   -  REKLAW (1973)
 BY2501
 BY2501                         *CURRENT SURVEY CONTROL
 BY2501  ___________________________________________________________________
 BY2501* NAD 83(1986)-  31 49 28.     (N)    094 55 54.     (W)     SCALED    
 BY2501* NAVD 88     -        96.050  (meters)     315.12   (feet)  ADJUSTED  
 BY2501  ___________________________________________________________________
 BY2501  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY2501  DYNAMIC HT  -          95.934 (meters)     314.74  (feet)  COMP
 BY2501  MODELED GRAV-     979,437.8   (mgal)                       NAVD 88
 BY2501
 BY2501  VERT ORDER  -  FIRST     CLASS II
 BY2501
 BY2501.The horizontal coordinates were scaled from a topographic map and have
 BY2501.an estimated accuracy of +/- 6 seconds.
 BY2501
 BY2501.The orthometric height was determined by differential leveling
 BY2501.and adjusted by the National Geodetic Survey in June 1991..
 BY2501
 BY2501.The geoid height was determined by GEOID03.
 BY2501
 BY2501.The dynamic height is computed by dividing the NAVD 88
 BY2501.geopotential number by the normal gravity value computed on the
 BY2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2501.degrees latitude (g = 980.6199 gals.).
 BY2501
 BY2501.The modeled gravity was interpolated from observed gravity values.
 BY2501
 BY2501;                    North         East    Units  Estimated Accuracy
 BY2501;SPC TX C     - 3,251,620.    1,211,180.      MT  (+/- 180 meters Scaled)
 BY2501
 BY2501                          SUPERSEDED SURVEY CONTROL
 BY2501
 BY2501.No superseded survey control is available for this station.
 BY2501
 BY2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR171226(NAD 83)
 BY2501_MARKER: DB = BENCH MARK DISK
 BY2501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2501_SP_SET: STAINLESS STEEL ROD
 BY2501_STAMPING: R 1289 A 1979
 BY2501_PROJECTION: FLUSH
 BY2501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2501_ROD/PIPE-DEPTH: 6.10 meters
 BY2501
 BY2501  HISTORY     - Date     Condition        Report By
 BY2501  HISTORY     - 1979     MONUMENTED       NGS
 BY2501  HISTORY     - 19980919 GOOD             USPSQD
 BY2501
 BY2501                          STATION DESCRIPTION
 BY2501
 BY2501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2501'4.4 MI SE FROM REKLAW.
 BY2501'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF U.S.
 BY2501'HIGHWAY 84 IN REKLAW, AT A METAL GATE AND A FARM ROAD LEADING NORTH
 BY2501'INTO A PASTURE. 126 FT. NORTH AND ACROSS THE HIGHWAY FROM A WOOD GATE,
 BY2501'86.0 FT. EAST OF A POWERLINE POLE, 74.0 FT. NORTH OF THE CENTERLINE OF
 BY2501'THE HIGHWAY, 9.0 FT. WEST OF THE CENTER OF THE METAL GATE, 0.8 FT.
 BY2501'SOUTH OF A FENCE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS
 BY2501'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2501'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BY2501'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2501
 BY2501                          STATION RECOVERY (1998)
 BY2501
 BY2501'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2474 ***********************************************************************
 BY2474  DESIGNATION -  R 1290
 BY2474  PID         -  BY2474
 BY2474  STATE/COUNTY-  TX/CHEROKEE
 BY2474  USGS QUAD   -  TODD CITY (1982)
 BY2474
 BY2474                         *CURRENT SURVEY CONTROL
 BY2474  ___________________________________________________________________
 BY2474* NAD 83(1986)-  31 53 37.     (N)    095 25 44.     (W)     SCALED    
 BY2474* NAVD 88     -        87.472  (meters)     286.98   (feet)  ADJUSTED  
 BY2474  ___________________________________________________________________
 BY2474  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2474  DYNAMIC HT  -          87.367 (meters)     286.64  (feet)  COMP
 BY2474  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 BY2474
 BY2474  VERT ORDER  -  FIRST     CLASS II
 BY2474
 BY2474.The horizontal coordinates were scaled from a topographic map and have
 BY2474.an estimated accuracy of +/- 6 seconds.
 BY2474
 BY2474.The orthometric height was determined by differential leveling
 BY2474.and adjusted by the National Geodetic Survey in June 1991..
 BY2474
 BY2474.The geoid height was determined by GEOID03.
 BY2474
 BY2474.The dynamic height is computed by dividing the NAVD 88
 BY2474.geopotential number by the normal gravity value computed on the
 BY2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2474.degrees latitude (g = 980.6199 gals.).
 BY2474
 BY2474.The modeled gravity was interpolated from observed gravity values.
 BY2474
 BY2474;                    North         East    Units  Estimated Accuracy
 BY2474;SPC TX C     - 3,257,110.    1,163,820.      MT  (+/- 180 meters Scaled)
 BY2474
 BY2474                          SUPERSEDED SURVEY CONTROL
 BY2474
 BY2474.No superseded survey control is available for this station.
 BY2474
 BY2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR702312(NAD 83)
 BY2474_MARKER: DB = BENCH MARK DISK
 BY2474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2474_SP_SET: STAINLESS STEEL ROD
 BY2474_STAMPING: R 1290 1980
 BY2474_PROJECTION: FLUSH
 BY2474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2474+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 BY2474_ROD/PIPE-DEPTH: 9.1  meters
 BY2474
 BY2474  HISTORY     - Date     Condition        Report By
 BY2474  HISTORY     - 1980     MONUMENTED       NGS
 BY2474  HISTORY     - 19910420 GOOD             USPSQD
 BY2474  HISTORY     - 19960420 GOOD             USPSQD
 BY2474  HISTORY     - 20040610 GOOD             USPSQD
 BY2474
 BY2474                          STATION DESCRIPTION
 BY2474
 BY2474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2474'7.6 KM NE FROM NECHES.
 BY2474'3.9 KM. (2.45 MI.) NORTHEAST ALONG FARM ROAD 2574 FROM THE POST OFFICE
 BY2474'IN NECHES, THENCE 3.7 KM. (2.3 MI.) NORTHEAST ALONG U.S. HIGHWAY 79,
 BY2474'AT THE CIRCLE C RANCH ENTRANCE, 0.15 KM. (0.1 MI.) EAST OF THE NECHES
 BY2474'RIVER, 23.5 M. (77.0 FT.) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BY2474'0.2 M. (0.5 FT.) NORTH OF A FENCE.  DISK IS 9 CM. BELOW GROUND, ACCESS
 BY2474'TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2474'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 BY2474'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BY2474
 BY2474                          STATION RECOVERY (1991)
 BY2474
 BY2474'RECOVERY NOTE BY US POWER SQUADRON 1991 (BA)
 BY2474'RECOVERED IN GOOD CONDITION.
 BY2474
 BY2474                          STATION RECOVERY (1996)
 BY2474
 BY2474'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2474'RECOVERED IN GOOD CONDITION.
 BY2474
 BY2474                          STATION RECOVERY (2004)
 BY2474
 BY2474'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY2474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2458 ***********************************************************************
 BY2458  DESIGNATION -  R 1291
 BY2458  PID         -  BY2458
 BY2458  STATE/COUNTY-  TX/ANDERSON
 BY2458  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2458
 BY2458                         *CURRENT SURVEY CONTROL
 BY2458  ___________________________________________________________________
 BY2458* NAD 83(1986)-  31 39 15.     (N)    095 38 55.     (W)     SCALED    
 BY2458* NAVD 88     -       109.438  (meters)     359.05   (feet)  ADJUSTED  
 BY2458  ___________________________________________________________________
 BY2458  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BY2458  DYNAMIC HT  -         109.304 (meters)     358.61  (feet)  COMP
 BY2458  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 BY2458  OBS GRAVITY -     979,416.0   (mgal)                       GRAV_OBS
 BY2458
 BY2458  VERT ORDER  -  FIRST     CLASS II
 BY2458
 BY2458.The horizontal coordinates were scaled from a topographic map and have
 BY2458.an estimated accuracy of +/- 6 seconds.
 BY2458
 BY2458.The orthometric height was determined by differential leveling
 BY2458.and adjusted by the National Geodetic Survey in June 1991..
 BY2458
 BY2458.The geoid height was determined by GEOID03.
 BY2458
 BY2458.The dynamic height is computed by dividing the NAVD 88
 BY2458.geopotential number by the normal gravity value computed on the
 BY2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2458.degrees latitude (g = 980.6199 gals.).
 BY2458
 BY2458.The modeled gravity was interpolated from observed gravity values.
 BY2458.The observed gravity was obtained from relative gravimeter ties
 BY2458.to the IGSN71 gravity network.
 BY2458
 BY2458;                    North         East    Units  Estimated Accuracy
 BY2458;SPC TX C     - 3,229,690.    1,144,170.      MT  (+/- 180 meters Scaled)
 BY2458
 BY2458                          SUPERSEDED SURVEY CONTROL
 BY2458
 BY2458.No superseded survey control is available for this station.
 BY2458
 BY2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR488051(NAD 83)
 BY2458_MARKER: I = METAL ROD
 BY2458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2458_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2458_STAMPING: R 1291 1980
 BY2458_PROJECTION: FLUSH
 BY2458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2458+STABILITY: POSITION/ELEVATION WELL
 BY2458_ROD/PIPE-DEPTH: 11.5 meters
 BY2458_SLEEVE-DEPTH  : 9.5 meters
 BY2458
 BY2458  HISTORY     - Date     Condition        Report By
 BY2458  HISTORY     - 1980     MONUMENTED       NGS
 BY2458
 BY2458                          STATION DESCRIPTION
 BY2458
 BY2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2458'9.3 KM NW FROM ELKHART.
 BY2458'7.7 KM. (4.8 KM) WEST ALONG STATE HIGHWAY 294 FROM THE CROSSING OF THE
 BY2458'MISSOURI PACIFIC RAILROAD IN ELKHART, THENCE 1.6 KM. (1.0 MI.) NORTH
 BY2458'ALONG FARM ROAD 322, ALSO 9.0 KM. (5.6 MI.) SOUTH ALONG FARM ROAD 322
 BY2458'FROM SOUTH LOOP 256 IN PALESTINE, AT THE SOUTHEAST CORNER OF THE CEDAR
 BY2458'CREEK MISSIONARY BAPTIST CHURCH, 54.9 M. (180 FT.) EAST OF THE
 BY2458'CENTERLINE OF THE ROAD, 11.3 M. (37.0 FT.) NORTH OF A FENCE, 7.2 M.
 BY2458'(23.5 FT.) WEST OF THE WEST FACE OF THE FELLOWSHIP HALL, 1.3 M.
 BY2458'(4.2 FT.) SOUTH OF THE SOUTHEAST CORNER AND ABOUT IN LINE WITH THE
 BY2458'EAST FACE OF THE CHURCH.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO
 BY2458'WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BY2458'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1137 ***********************************************************************
 BZ1137  CBN         -  This is a Cooperative Base Network Control Station.
 BZ1137  DESIGNATION -  R 1294
 BZ1137  PID         -  BZ1137
 BZ1137  STATE/COUNTY-  TX/LEON
 BZ1137  USGS QUAD   -  DONIE (1982)
 BZ1137
 BZ1137                         *CURRENT SURVEY CONTROL
 BZ1137  ___________________________________________________________________
 BZ1137* NAD 83(1993)-  31 23 01.31059(N)    096 07 41.23492(W)     ADJUSTED  
 BZ1137* NAVD 88     -       145.533  (meters)     477.47   (feet)  ADJUSTED  
 BZ1137  ___________________________________________________________________
 BZ1137  X           -    -581,805.322 (meters)                     COMP
 BZ1137  Y           -  -5,418,917.296 (meters)                     COMP
 BZ1137  Z           -   3,302,347.398 (meters)                     COMP
 BZ1137  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 BZ1137  ELLIP HEIGHT-         119.55  (meters)          (10/24/00) GPS OBS
 BZ1137  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BZ1137  DYNAMIC HT  -         145.353 (meters)     476.88  (feet)  COMP
 BZ1137  MODELED GRAV-     979,400.5   (mgal)                       NAVD 88
 BZ1137
 BZ1137  HORZ ORDER  -  B
 BZ1137  VERT ORDER  -  FIRST     CLASS II
 BZ1137  ELLP ORDER  -  FOURTH    CLASS II
 BZ1137
 BZ1137.The horizontal coordinates were established by GPS observations
 BZ1137.and adjusted by the National Geodetic Survey in May 1994..
 BZ1137
 BZ1137.The orthometric height was determined by differential leveling
 BZ1137.and adjusted by the National Geodetic Survey in June 1991..
 BZ1137
 BZ1137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1137
 BZ1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1137
 BZ1137.The ellipsoidal height was determined by GPS observations
 BZ1137.and is referenced to NAD 83.
 BZ1137
 BZ1137.The geoid height was determined by GEOID03.
 BZ1137
 BZ1137.The dynamic height is computed by dividing the NAVD 88
 BZ1137.geopotential number by the normal gravity value computed on the
 BZ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1137.degrees latitude (g = 980.6199 gals.).
 BZ1137
 BZ1137.The modeled gravity was interpolated from observed gravity values.
 BZ1137
 BZ1137;                    North         East     Units Scale Factor Converg.
 BZ1137;SPC TX C     - 3,197,902.347 1,099,864.967   MT  0.99990392   +2 09 57.4
 BZ1137;SPC TX C     -10,491,784.62  3,608,473.65   sFT  0.99990392   +2 09 57.4
 BZ1137;UTM  14      - 3,475,692.904   773,115.804   MT  1.00052014   +1 29 47.4
 BZ1137
 BZ1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1137!SPC TX C     -   0.99998123  x   0.99990392  =   0.99988515
 BZ1137!UTM  14      -   0.99998123  x   1.00052014  =   1.00050136
 BZ1137
 BZ1137                          SUPERSEDED SURVEY CONTROL
 BZ1137
 BZ1137  ELLIP H (05/09/94)  119.72   (m)                       GP(       ) 4 2
 BZ1137  NAVD 88 (05/09/94)  145.53   (m)          477.5    (f) LEVELING    3  
 BZ1137
 BZ1137.Superseded values are not recommended for survey control.
 BZ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1137.See file dsdata.txt to determine how the superseded data were derived.
 BZ1137
 BZ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV7311675693(NAD 83)
 BZ1137_MARKER: I = METAL ROD
 BZ1137_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1137_SP_SET: STAINLESS STEEL ROD
 BZ1137_STAMPING: R 1294 1980
 BZ1137_MARK LOGO: NGS   
 BZ1137_PROJECTION: PROJECTING 2 CENTIMETERS
 BZ1137_MAGNETIC: I = MARKER IS A STEEL ROD
 BZ1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1137+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2005
 BZ1137_ROD/PIPE-DEPTH: 4.6  meters
 BZ1137
 BZ1137  HISTORY     - Date     Condition        Report By
 BZ1137  HISTORY     - 1980     MONUMENTED       NGS
 BZ1137  HISTORY     - 1990     GOOD             USPSQD
 BZ1137  HISTORY     - 19930322 GOOD             NGS
 BZ1137  HISTORY     - 19950213 GOOD             NGS
 BZ1137  HISTORY     - 20050213 GOOD             JCLS
 BZ1137
 BZ1137                          STATION DESCRIPTION
 BZ1137
 BZ1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1137'4.3 KM NE FROM JEWETT.
 BZ1137'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BZ1137'4.3 KM. (2.65 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BZ1137'OF FARM ROAD 39 IN JEWETT, 0.1 KM. (0.05 MI.) NORTHEAST OF A HIGH
 BZ1137'TENSION POWERLINE CROSSING, AT A FIELD ROAD LEADING NORTHWEST TO DOW
 BZ1137'CHEMICAL ACREAGE, 16.2 M. (53.0 FT.) EAST-SOUTHEAST OF THE CENTERLINE
 BZ1137'OF THE HIGHWAY, 10.1 M. (33.0 FT.) SOUTHWEST OF THE CENTER OF THE
 BZ1137'SOUTHWEST END OF A CONCRETE CULVERT UNDER THE FIELD ROAD, 13.7 M.
 BZ1137'(45.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE FIELD ROAD, 25.0 M.
 BZ1137'(82.0 FT.) SOUTHWEST OF A POWERLINE POLE, 16.8 M. (55.0 FT.) WEST OF A
 BZ1137'CHAIN LINK FENCE AND CATTLE GUARD, 1.1 M. (3.5 FT.) NORTHEAST OF SAWED
 BZ1137'OFF TELEPHONE POLE NUMBER 27 WITH WARNING SIGN, 0.6 M. (2.0 FT.)
 BZ1137'NORTHEAST OF A CORNER FENCE POST, 0.2 M. (0.5 FT.) NORTH OF A FENCE.
 BZ1137'DISK IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BZ1137'PLASTIC SCREW PLUG.
 BZ1137'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BZ1137
 BZ1137                          STATION RECOVERY (1990)
 BZ1137
 BZ1137'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ1137'RECOVERED IN GOOD CONDITION.
 BZ1137
 BZ1137                          STATION RECOVERY (1993)
 BZ1137
 BZ1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BZ1137'STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF JEWETT, ALONG
 BZ1137'U.S. HIGHWAY 79, 1.46 KM (0.90 MI) NORTHEAST OF MILEPOST 446, JUST
 BZ1137'OFF OF THE RIGHT-OF-WAY BUT INSIDE THE FENCE, AT DIRT LANE LEADING TO
 BZ1137'THE JEWETT FIELD-M.G. CLUTE LEASE, ADJACENT TO A PASTURE, IN THICK
 BZ1137'WEEDS. OWNERSHIP--UNKNOWN.
 BZ1137'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S. HIGHWAY 79 AND
 BZ1137'STATE HIGHWAY 39, ABOUT 1 KM (0.60 MI) SOUTHWEST OF JEWETT, GO
 BZ1137'NORTHEAST ON HIGHWAY 79 FOR 1.17 KM (0.70 MI) TO THE BLINKER LIGHT AT
 BZ1137'DIVISION STREET IN JEWETT.  CONTINUE AHEAD ON HIGHWAY 79 FOR 2.83 KM
 BZ1137'(1.75 MI) TO A CINDERBLOCK HOUSE ON THE RIGHT AT TOP OF RISE.
 BZ1137'CONTINUE AHEAD ON HIGHWAY 79 FOR 0.20 KM (0.10 MI) TO A DIRT LANE
 BZ1137'RIGHT AND THE STATION ON THE RIGHT.
 BZ1137'STATION MARK IS A DISK ON A STEEL ROD ENCASED IN A PVC PIPE WITH A
 BZ1137'SCREW-ON WHITE LID RECESSED 1 CM BELOW GROUND.  IT IS 16.4 M
 BZ1137'(53.8 FT) SOUTHEAST OF AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY
 BZ1137'CENTER, 13.5 M (44.3 FT) SOUTHWEST OF THE LANE CENTER, 0.9 M
 BZ1137'(3.0 FT) EAST OF A FENCE CORNER, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.4
 BZ1137'M (1.3 FT) NORTHWEST OF A METAL WITNESS POST, AND 15.2 M (49.9 FT)
 BZ1137'WEST OF THE WEST CORNER OF A CATTLE GUARD.
 BZ1137
 BZ1137                          STATION RECOVERY (1995)
 BZ1137
 BZ1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ1137'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF JEWETT, ALONG
 BZ1137'U.S.  HIGHWAY 79, 1.46 KM (0.90 MI) NORTHEAST OF MILE POST 446, JUST
 BZ1137'OFF OF THE RIGHT-OF-WAY, BUT INSIDE THE FENCE, AT A DIRT LANE LEADING
 BZ1137'TO THE JEWETT FIELD-M.G.  CLUTE LEASE, ADJACENT TO A PASTURE, IN THICK
 BZ1137'WEEDS.  OWNERSHIP--UNKNOWN.  TO REACH FROM THE UNDERPASS AT THE
 BZ1137'JUNCTION OF U.S.  HIGHWAY 79 AND FARM ROAD 39 (1 KM SOUTHWEST OF
 BZ1137'JEWETT) , GO NORTHEAST ON HIGHWAY 79 FOR 1.17 KM (0.70 MI) TO THE
 BZ1137'BLINKER LIGHT AT DIVISION STREET AT JEWETT.  CONTINUE AHEAD FOR 2.83
 BZ1137'KM (1.75 MI) TO A CINDERBLOCK HOUSE ON THE RIGHT AT TOP OF RISE.
 BZ1137'CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO A DIRT LANE RIGHT AND STATION
 BZ1137'ON RIGHT.  STATION MARK IS A DISK ON A STEEL ROD ENCASED IN A PVC PIPE
 BZ1137'WITH A SCREW-ON LID 1 CM BELOW GROUND.  IT IS 16.4 M (53.8 FT)
 BZ1137'SOUTHEAST OF, AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, 13.5 M
 BZ1137'(44.3 FT) SOUTHWEST OF THE LANE CENTER, 0.9 M (3.0 FT) EAST OF A FENCE
 BZ1137'CORNER, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) NORTHWEST OF A
 BZ1137'METAL WITNESS POST, AND 15.2 M (49.9 FT) WEST OF THE WEST CORNER OF A
 BZ1137'CATTLE GUARD.  DESCRIBED BY M.L.B., TYPED BY D.G.A. NOTE--ACTUAL ROD
 BZ1137'DEPTH UNKNOWN.
 BZ1137
 BZ1137                          STATION RECOVERY (2005)
 BZ1137
 BZ1137'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 BZ1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1173 ***********************************************************************
 BZ1173  DESIGNATION -  R 1295
 BZ1173  PID         -  BZ1173
 BZ1173  STATE/COUNTY-  TX/HILL
 BZ1173  USGS QUAD   -  IRENE (1978)
 BZ1173
 BZ1173                         *CURRENT SURVEY CONTROL
 BZ1173  ___________________________________________________________________
 BZ1173* NAD 83(1986)-  31 54 16.     (N)    096 51 58.     (W)     SCALED    
 BZ1173* NAVD 88     -       151.439  (meters)     496.85   (feet)  ADJUSTED  
 BZ1173  ___________________________________________________________________
 BZ1173  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BZ1173  DYNAMIC HT  -         151.256 (meters)     496.25  (feet)  COMP
 BZ1173  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 BZ1173
 BZ1173  VERT ORDER  -  FIRST     CLASS II
 BZ1173
 BZ1173.The horizontal coordinates were scaled from a topographic map and have
 BZ1173.an estimated accuracy of +/- 6 seconds.
 BZ1173
 BZ1173.The orthometric height was determined by differential leveling
 BZ1173.and adjusted by the National Geodetic Survey in June 1991..
 BZ1173
 BZ1173.The geoid height was determined by GEOID03.
 BZ1173
 BZ1173.The dynamic height is computed by dividing the NAVD 88
 BZ1173.geopotential number by the normal gravity value computed on the
 BZ1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1173.degrees latitude (g = 980.6199 gals.).
 BZ1173
 BZ1173.The modeled gravity was interpolated from observed gravity values.
 BZ1173
 BZ1173;                    North         East    Units  Estimated Accuracy
 BZ1173;SPC TXNC     - 2,027,570.      754,560.      MT  (+/- 180 meters Scaled)
 BZ1173
 BZ1173                          SUPERSEDED SURVEY CONTROL
 BZ1173
 BZ1173.No superseded survey control is available for this station.
 BZ1173
 BZ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA017318(NAD 83)
 BZ1173_MARKER: I = METAL ROD
 BZ1173_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1173_SP_SET: STAINLESS STEEL ROD
 BZ1173_STAMPING: R 1295 1980
 BZ1173_PROJECTION: FLUSH
 BZ1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1173_ROD/PIPE-DEPTH: 4.9  meters
 BZ1173
 BZ1173  HISTORY     - Date     Condition        Report By
 BZ1173  HISTORY     - 1980     MONUMENTED       NGS
 BZ1173  HISTORY     - 19990220 GOOD             USPSQD
 BZ1173  HISTORY     - 20031011 GOOD             USPSQD
 BZ1173
 BZ1173                          STATION DESCRIPTION
 BZ1173
 BZ1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1173'3.3 KM SE FROM MALONE.
 BZ1173'9.3 KM. (5.75 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1173'OF STATE HIGHWAY 31 IN HUBBARD, ALSO 3.3 KM. (2.05 MI.) SOUTHEAST
 BZ1173'ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF FARM ROAD 308 IN MALONE,
 BZ1173'AT THE JUNCTION OF A DIRT ROAD, 18.0 M. (59.0 FT.) SOUTH-SOUTHWEST OF
 BZ1173'THE CENTERLINE OF THE HIGHWAY, 5.5 M. (18.0 FT.) NORTHWEST OF THE
 BZ1173'CENTERLINE OF THE DIRT ROAD, 12.2 M. (40.0 FT.) WEST-SOUTHWEST OF THE
 BZ1173'CENTER OF THE WEST END OF A 30-CM. CONCRETE CULVERT UNDER THE DIRT
 BZ1173'ROAD, 2.7 M. (9.0 FT.) SOUTHWEST OF A CORNER FENCE POST, 0.3 M.
 BZ1173'(1.0 FT.) SOUTH-SOUTHEAST OF A FENCE.  DATUM POINT IS 3 CM. BELOW
 BZ1173'GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1173'THE MARK IS 0.4 METERS  ENE FROM A WITNESS POST.
 BZ1173'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BZ1173
 BZ1173                          STATION RECOVERY (1999)
 BZ1173
 BZ1173'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1173'RECOVERED IN GOOD CONDITION.
 BZ1173
 BZ1173                          STATION RECOVERY (2003)
 BZ1173
 BZ1173'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 BZ1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2426 ***********************************************************************
 BY2426  DESIGNATION -  R 1296
 BY2426  PID         -  BY2426
 BY2426  STATE/COUNTY-  TX/HOUSTON
 BY2426  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY2426
 BY2426                         *CURRENT SURVEY CONTROL
 BY2426  ___________________________________________________________________
 BY2426* NAD 83(1986)-  31 06 57.     (N)    095 26 29.     (W)     SCALED    
 BY2426* NAVD 88     -        90.298  (meters)     296.25   (feet)  ADJUSTED  
 BY2426  ___________________________________________________________________
 BY2426  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BY2426  DYNAMIC HT  -          90.184 (meters)     295.88  (feet)  COMP
 BY2426  MODELED GRAV-     979,376.1   (mgal)                       NAVD 88
 BY2426
 BY2426  VERT ORDER  -  FIRST     CLASS II
 BY2426
 BY2426.The horizontal coordinates were scaled from a topographic map and have
 BY2426.an estimated accuracy of +/- 6 seconds.
 BY2426
 BY2426.The orthometric height was determined by differential leveling
 BY2426.and adjusted by the National Geodetic Survey in June 1991..
 BY2426
 BY2426.The geoid height was determined by GEOID03.
 BY2426
 BY2426.The dynamic height is computed by dividing the NAVD 88
 BY2426.geopotential number by the normal gravity value computed on the
 BY2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2426.degrees latitude (g = 980.6199 gals.).
 BY2426
 BY2426.The modeled gravity was interpolated from observed gravity values.
 BY2426
 BY2426;                    North         East    Units  Estimated Accuracy
 BY2426;SPC TX C     - 3,170,910.    1,166,430.      MT  (+/- 180 meters Scaled)
 BY2426
 BY2426                          SUPERSEDED SURVEY CONTROL
 BY2426
 BY2426.No superseded survey control is available for this station.
 BY2426
 BY2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ671450(NAD 83)
 BY2426_MARKER: DB = BENCH MARK DISK
 BY2426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2426_SP_SET: STAINLESS STEEL ROD
 BY2426_STAMPING: R 1296 1980
 BY2426_PROJECTION: PROJECTING 3 CENTIMETERS
 BY2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2426_ROD/PIPE-DEPTH: 6.1  meters
 BY2426
 BY2426  HISTORY     - Date     Condition        Report By
 BY2426  HISTORY     - 1980     MONUMENTED       NGS
 BY2426
 BY2426                          STATION DESCRIPTION
 BY2426
 BY2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2426'1.2 KM SOUTH FROM LOVELADY.
 BY2426'1.2 KM. (0.75 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY2426'FARM ROADS 1280 AND 230 IN LOVELADY, AT A TRACK ROAD LEADING EAST TO
 BY2426'AN ABANDONED WOOD HOUSE, 22.1 M. (72.4 FT.) EAST OF THE CENTERLINE OF
 BY2426'THE HIGHWAY, 4.9 M. (16.0 FT.) SOUTH OF THE CENTERLINE OF A PRIVATE
 BY2426'TRACK ROAD, 0.3 M. (1.0 FT.) NORTH OF A FENCE, 7.0 M. (23.0 FT.) EAST
 BY2426'OF A CORNER FENCE POST, 11.6 M. (38.0 FT.) EAST OF THE SOUTH END OF A
 BY2426'50-CM. CONCRETE PIPE CULVERT.  DISK IS 12 CM. BELOW GROUND, ACCESS TO
 BY2426'WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2426'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BY2426'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2436 ***********************************************************************
 BY2436  DESIGNATION -  R 1297
 BY2436  PID         -  BY2436
 BY2436  STATE/COUNTY-  TX/HOUSTON
 BY2436  USGS QUAD   -  CROCKETT (1950)
 BY2436
 BY2436                         *CURRENT SURVEY CONTROL
 BY2436  ___________________________________________________________________
 BY2436* NAD 83(1986)-  31 22 10.     (N)    095 28 34.     (W)     SCALED    
 BY2436* NAVD 88     -       107.914  (meters)     354.05   (feet)  ADJUSTED  
 BY2436  ___________________________________________________________________
 BY2436  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY2436  DYNAMIC HT  -         107.779 (meters)     353.60  (feet)  COMP
 BY2436  MODELED GRAV-     979,389.8   (mgal)                       NAVD 88
 BY2436
 BY2436  VERT ORDER  -  FIRST     CLASS II
 BY2436
 BY2436.The horizontal coordinates were scaled from a topographic map and have
 BY2436.an estimated accuracy of +/- 6 seconds.
 BY2436
 BY2436.The orthometric height was determined by differential leveling
 BY2436.and adjusted by the National Geodetic Survey in June 1991..
 BY2436
 BY2436.The geoid height was determined by GEOID03.
 BY2436
 BY2436.The dynamic height is computed by dividing the NAVD 88
 BY2436.geopotential number by the normal gravity value computed on the
 BY2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2436.degrees latitude (g = 980.6199 gals.).
 BY2436
 BY2436.The modeled gravity was interpolated from observed gravity values.
 BY2436
 BY2436;                    North         East    Units  Estimated Accuracy
 BY2436;SPC TX C     - 3,198,850.    1,161,900.      MT  (+/- 180 meters Scaled)
 BY2436
 BY2436                          SUPERSEDED SURVEY CONTROL
 BY2436
 BY2436.No superseded survey control is available for this station.
 BY2436
 BY2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ644731(NAD 83)
 BY2436_MARKER: DB = BENCH MARK DISK
 BY2436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2436_SP_SET: STAINLESS STEEL ROD
 BY2436_STAMPING: R 1297 1980
 BY2436_PROJECTION: PROJECTING 5 CENTIMETERS
 BY2436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2436_ROD/PIPE-DEPTH: 9.1  meters
 BY2436
 BY2436  HISTORY     - Date     Condition        Report By
 BY2436  HISTORY     - 1980     MONUMENTED       NGS
 BY2436
 BY2436                          STATION DESCRIPTION
 BY2436
 BY2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2436'6.4 KM NORTH FROM CROCKETT.
 BY2436'6.4 KM. (4.0 MI.) NORTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY2436'FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, AT A DIRT ROAD LEADING
 BY2436'WEST ACROSS THE MISSOURI PACIFIC RAILROAD TO A TEXAS POWER AND LIGHT
 BY2436'POWER DISTRIBUTION CENTER, 14.2 M. (46.6 FT.) WEST OF THE WEST RAIL,
 BY2436'19.2 M. (63.0 FT.) SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 13.2 M.
 BY2436'(43.2 FT.) NORTHWEST OF A RAILROAD SIGNAL LIGHT, 6.4 M. (21.0 FT.)
 BY2436'NORTHWEST OF A POWERLINE POLE, 14.4 M. (47.4 FT.) NORTH OF A 1-M. OAK
 BY2436'TREE, 5.8 M. (18.9 FT.) SOUTH OF A 1-M. OAK TREE, 0.3 M. (1.0 FT.)
 BY2436'WEST OF A FENCE.  DISK IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2436'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2436'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 BY2436'THE MARK IS 0.3 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0177 ***********************************************************************
 CU0177  DESIGNATION -  R 13
 CU0177  PID         -  CU0177
 CU0177  STATE/COUNTY-  TX/NOLAN
 CU0177  USGS QUAD   -  SWEETWATER (1987)
 CU0177
 CU0177                         *CURRENT SURVEY CONTROL
 CU0177  ___________________________________________________________________
 CU0177* NAD 83(1986)-  32 27 21.     (N)    100 27 54.     (W)     SCALED    
 CU0177* NAVD 88     -       720.152  (meters)    2362.70   (feet)  ADJUSTED  
 CU0177  ___________________________________________________________________
 CU0177  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CU0177  DYNAMIC HT  -         719.189 (meters)    2359.54  (feet)  COMP
 CU0177  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 CU0177
 CU0177  VERT ORDER  -  FIRST     CLASS II
 CU0177
 CU0177.The horizontal coordinates were scaled from a topographic map and have
 CU0177.an estimated accuracy of +/- 6 seconds.
 CU0177
 CU0177.The orthometric height was determined by differential leveling
 CU0177.and adjusted by the National Geodetic Survey in June 1991..
 CU0177.WARNING-Repeat measurements at this control monument indicate possible
 CU0177.vertical movement.
 CU0177
 CU0177.The geoid height was determined by GEOID03.
 CU0177
 CU0177.The dynamic height is computed by dividing the NAVD 88
 CU0177.geopotential number by the normal gravity value computed on the
 CU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0177.degrees latitude (g = 980.6199 gals.).
 CU0177
 CU0177.The modeled gravity was interpolated from observed gravity values.
 CU0177
 CU0177;                    North         East    Units  Estimated Accuracy
 CU0177;SPC TXNC     - 2,089,240.      415,270.      MT  (+/- 180 meters Scaled)
 CU0177
 CU0177                          SUPERSEDED SURVEY CONTROL
 CU0177
 CU0177  NGVD 29 (??/??/92)  719.888  (m)         2361.83   (f) ADJ UNCH    1 2
 CU0177
 CU0177.Superseded values are not recommended for survey control.
 CU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0177.See file dsdata.txt to determine how the superseded data were derived.
 CU0177
 CU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA623919(NAD 83)
 CU0177_MARKER: P = PIPE CAP
 CU0177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0177_STAMPING: R 13 ELEV 2361.892 FT
 CU0177_MARK LOGO: CGS   
 CU0177_PROJECTION: PROJECTING 40 CENTIMETERS
 CU0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0177_ROD/PIPE-DEPTH: 3.0  meters
 CU0177
 CU0177  HISTORY     - Date     Condition        Report By
 CU0177  HISTORY     - UNK      MONUMENTED       CGS
 CU0177  HISTORY     - 1956     GOOD             NGS
 CU0177  HISTORY     - 1982     GOOD             NGS
 CU0177
 CU0177                          STATION DESCRIPTION
 CU0177
 CU0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0177'3.8 MI SW FROM SWEETWATER.
 CU0177'3.8 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0177'STATION AT SWEETWATER, 10 POLES WEST OF THE OVERPASS OF U.S. HIGHWAY
 CU0177'80, 12 POLES EAST OF MILEPOST 452, 32.2 FEET SOUTH OF THE SOUTH RAIL,
 CU0177'22 FEET NORTH OF A FENCE, 9.2 FEET NORTH OF A TELEPHONE POLE, 2 FEET
 CU0177'NORTH OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 CU0177'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CU0177
 CU0177                          STATION RECOVERY (1982)
 CU0177
 CU0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0177'5.7 KM (3.55 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0177'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, 0.5 KM (0.3 MI)
 CU0177'WEST OF THE U.S. HIGHWAY 80 BUSINESS OVERPASS, 0.5 KM (0.3 MI) EAST OF
 CU0177'THE STATE HIGHWAY LOOP 170 OVERPASS, 9.8 METERS (32.2 FT) SOUTH OF THE
 CU0177'NEAR RAIL AND 6.8 METERS (22.3 FT) NORTH OF A FENCE.
 CU0177'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CU0177'THE MARK IS 0.6 M ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2263 ***********************************************************************
 CS2263  DESIGNATION -  R 130
 CS2263  PID         -  CS2263
 CS2263  STATE/COUNTY-  TX/PARKER
 CS2263  USGS QUAD   -  ALEDO (1981)
 CS2263
 CS2263                         *CURRENT SURVEY CONTROL
 CS2263  ___________________________________________________________________
 CS2263* NAD 83(1986)-  32 42 59.     (N)    097 35 58.     (W)     SCALED    
 CS2263* NAVD 88     -       301.987  (meters)     990.77   (feet)  ADJUSTED  
 CS2263  ___________________________________________________________________
 CS2263  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CS2263  DYNAMIC HT  -         301.623 (meters)     989.57  (feet)  COMP
 CS2263  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 CS2263
 CS2263  VERT ORDER  -  FIRST     CLASS II
 CS2263
 CS2263.The horizontal coordinates were scaled from a topographic map and have
 CS2263.an estimated accuracy of +/- 6 seconds.
 CS2263
 CS2263.The orthometric height was determined by differential leveling
 CS2263.and adjusted by the National Geodetic Survey in June 1991..
 CS2263
 CS2263.The geoid height was determined by GEOID03.
 CS2263
 CS2263.The dynamic height is computed by dividing the NAVD 88
 CS2263.geopotential number by the normal gravity value computed on the
 CS2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2263.degrees latitude (g = 980.6199 gals.).
 CS2263
 CS2263.The modeled gravity was interpolated from observed gravity values.
 CS2263
 CS2263;                    North         East    Units  Estimated Accuracy
 CS2263;SPC TXNC     - 2,116,770.      684,420.      MT  (+/- 180 meters Scaled)
 CS2263
 CS2263                          SUPERSEDED SURVEY CONTROL
 CS2263
 CS2263  NGVD 29 (??/??/92)  301.932  (m)          990.59   (f) ADJ UNCH    1 2
 CS2263
 CS2263.Superseded values are not recommended for survey control.
 CS2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2263.See file dsdata.txt to determine how the superseded data were derived.
 CS2263
 CS2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB312207(NAD 83)
 CS2263_MARKER: DB = BENCH MARK DISK
 CS2263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2263_SP_SET: CULVERT
 CS2263_STAMPING: R 130 1952
 CS2263_MARK LOGO: CGS   
 CS2263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2263
 CS2263  HISTORY     - Date     Condition        Report By
 CS2263  HISTORY     - 1952     MONUMENTED       CGS
 CS2263  HISTORY     - 1964     GOOD             NGS
 CS2263  HISTORY     - 1983     GOOD             NGS
 CS2263  HISTORY     - 19970524 GOOD             USPSQD
 CS2263  HISTORY     - 20041023 GOOD             USPSQD
 CS2263  HISTORY     - 20051119 GOOD             USPSQD
 CS2263
 CS2263                          STATION DESCRIPTION
 CS2263
 CS2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2263'1.3 MI N FROM ALEDO.
 CS2263'1.3 MILES NORTH ALONG FARM ROAD 5 FROM THE TEXAS AND PACIFIC RAILROAD
 CS2263'STATION AT ALEDO, 0.1 MILE NORTH OF AN EAST AND WEST GRAVELED ROAD, 27
 CS2263'FEET WEST OF A FENCE, SET IN THE TOP OF THE CENTER OF THE EAST
 CS2263'HEADWALL OF A 6 X 6 FOOT CONCRETE CULVERT.  NOTE-- THE BENCH MARK IS
 CS2263'0.9 MILE SOUTH ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF U. S.
 CS2263'HIGHWAYS 80, 180 AND STATE HIGHWAY 5.
 CS2263
 CS2263                          STATION RECOVERY (1983)
 CS2263
 CS2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2263'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.8 KM (11.7
 CS2263'MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH STATE
 CS2263'HIGHWAY 171 IN WEATHERFORD, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG
 CS2263'FARM ROAD 5.
 CS2263
 CS2263                          STATION RECOVERY (1997)
 CS2263
 CS2263'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2263'RECOVERED IN GOOD CONDITION.
 CS2263
 CS2263                          STATION RECOVERY (2004)
 CS2263
 CS2263'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS2263'RECOVERED IN GOOD CONDITION.
 CS2263
 CS2263                          STATION RECOVERY (2005)
 CS2263
 CS2263'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS2263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1118 ***********************************************************************
 BZ1118  DESIGNATION -  R 1300
 BZ1118  PID         -  BZ1118
 BZ1118  STATE/COUNTY-  TX/BELL
 BZ1118  USGS QUAD   -  TROY (1993)
 BZ1118
 BZ1118                         *CURRENT SURVEY CONTROL
 BZ1118  ___________________________________________________________________
 BZ1118* NAD 83(1986)-  31 10 42.     (N)    097 18 50.     (W)     SCALED    
 BZ1118* NAVD 88     -       227.632  (meters)     746.82   (feet)  ADJUSTED  
 BZ1118  ___________________________________________________________________
 BZ1118  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BZ1118  DYNAMIC HT  -         227.333 (meters)     745.84  (feet)  COMP
 BZ1118  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 BZ1118
 BZ1118  VERT ORDER  -  FIRST     CLASS II
 BZ1118
 BZ1118.The horizontal coordinates were scaled from a topographic map and have
 BZ1118.an estimated accuracy of +/- 6 seconds.
 BZ1118
 BZ1118.The orthometric height was determined by differential leveling
 BZ1118.and adjusted by the National Geodetic Survey in June 1991..
 BZ1118
 BZ1118.The geoid height was determined by GEOID03.
 BZ1118
 BZ1118.The dynamic height is computed by dividing the NAVD 88
 BZ1118.geopotential number by the normal gravity value computed on the
 BZ1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1118.degrees latitude (g = 980.6199 gals.).
 BZ1118
 BZ1118.The modeled gravity was interpolated from observed gravity values.
 BZ1118
 BZ1118;                    North         East    Units  Estimated Accuracy
 BZ1118;SPC TX C     - 3,171,480.      987,760.      MT  (+/- 180 meters Scaled)
 BZ1118
 BZ1118                          SUPERSEDED SURVEY CONTROL
 BZ1118
 BZ1118.No superseded survey control is available for this station.
 BZ1118
 BZ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV606505(NAD 83)
 BZ1118_MARKER: I = METAL ROD
 BZ1118_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1118_SP_SET: STAINLESS STEEL ROD
 BZ1118_STAMPING: R 1300 1980
 BZ1118_PROJECTION: FLUSH
 BZ1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1118_ROD/PIPE-DEPTH: 3.7  meters
 BZ1118
 BZ1118  HISTORY     - Date     Condition        Report By
 BZ1118  HISTORY     - 1980     MONUMENTED       NGS
 BZ1118  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 BZ1118  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1118  HISTORY     - 20010317 GOOD             USPSQD
 BZ1118  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1118
 BZ1118                          STATION DESCRIPTION
 BZ1118
 BZ1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1118'3.1 KM SW FROM TROY.
 BZ1118'3.1 KM. (1.9 MI.) SOUTHWEST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BZ1118'35 FROM THE JUNCTION OF FARM ROAD 935 IN TROY, ABOUT IN LINE WITH THE
 BZ1118'EXTENDED CENTERLINE OF FARM ROAD 1237, 10.8 M. (35.5 FT.) EAST OF THE
 BZ1118'CENTERLINE OF THE FRONTAGE ROAD, 13.3 M. (43.7 FT.) WEST OF THE WEST
 BZ1118'RAIL OF THE MISSOURI KANSAS TEXAS RAILROAD, 56.4 M. (185 FT.) NORTH OF
 BZ1118'THE SOUTH END OF A CONCRETE DRAINAGE DITCH, 52.2 M. (171.3 FT.) SOUTH
 BZ1118'OF THE NORTH END OF A CONCRETE DRAINAGE DITCH.  DATUM POINT IS 10 CM.
 BZ1118'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1118'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 BZ1118'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 BZ1118
 BZ1118                          STATION RECOVERY (1991)
 BZ1118
 BZ1118'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1118'MARK NOT FOUND.
 BZ1118
 BZ1118                          STATION RECOVERY (1995)
 BZ1118
 BZ1118'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1118'MARK NOT FOUND.
 BZ1118
 BZ1118                          STATION RECOVERY (2001)
 BZ1118
 BZ1118'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ1118'RECOVERED IN GOOD CONDITION.
 BZ1118
 BZ1118                          STATION RECOVERY (2003)
 BZ1118
 BZ1118'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1068 ***********************************************************************
 BZ1068  DESIGNATION -  R 1301
 BZ1068  PID         -  BZ1068
 BZ1068  STATE/COUNTY-  TX/MCLENNAN
 BZ1068  USGS QUAD   -  WEST (1979)
 BZ1068
 BZ1068                         *CURRENT SURVEY CONTROL
 BZ1068  ___________________________________________________________________
 BZ1068* NAD 83(1986)-  31 46 28.     (N)    097 06 14.     (W)     SCALED    
 BZ1068* NAVD 88     -       180.617  (meters)     592.57   (feet)  ADJUSTED  
 BZ1068  ___________________________________________________________________
 BZ1068  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BZ1068  DYNAMIC HT  -         180.392 (meters)     591.84  (feet)  COMP
 BZ1068  MODELED GRAV-     979,387.6   (mgal)                       NAVD 88
 BZ1068
 BZ1068  VERT ORDER  -  FIRST     CLASS II
 BZ1068
 BZ1068.The horizontal coordinates were scaled from a topographic map and have
 BZ1068.an estimated accuracy of +/- 6 seconds.
 BZ1068
 BZ1068.The orthometric height was determined by differential leveling
 BZ1068.and adjusted by the National Geodetic Survey in June 1991..
 BZ1068
 BZ1068.The geoid height was determined by GEOID03.
 BZ1068
 BZ1068.The dynamic height is computed by dividing the NAVD 88
 BZ1068.geopotential number by the normal gravity value computed on the
 BZ1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1068.degrees latitude (g = 980.6199 gals.).
 BZ1068
 BZ1068.The modeled gravity was interpolated from observed gravity values.
 BZ1068
 BZ1068;                    North         East    Units  Estimated Accuracy
 BZ1068;SPC TX C     - 3,238,110.    1,005,850.      MT  (+/- 180 meters Scaled)
 BZ1068
 BZ1068                          SUPERSEDED SURVEY CONTROL
 BZ1068
 BZ1068.No superseded survey control is available for this station.
 BZ1068
 BZ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA795170(NAD 83)
 BZ1068_MARKER: I = METAL ROD
 BZ1068_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1068_SP_SET: STAINLESS STEEL ROD
 BZ1068_STAMPING: R 1301 1980
 BZ1068_PROJECTION: FLUSH
 BZ1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1068_ROD/PIPE-DEPTH: 7.6  meters
 BZ1068
 BZ1068  HISTORY     - Date     Condition        Report By
 BZ1068  HISTORY     - 1980     MONUMENTED       NGS
 BZ1068  HISTORY     - 19910511 GOOD             USPSQD
 BZ1068  HISTORY     - 19950715 GOOD             USPSQD
 BZ1068  HISTORY     - 20010317 GOOD             USPSQD
 BZ1068  HISTORY     - 20040110 GOOD             USPSQD
 BZ1068
 BZ1068                          STATION DESCRIPTION
 BZ1068
 BZ1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1068'3.5 KM SOUTH FROM WEST.
 BZ1068'3.5 KM. (2.15 MI.) SOUTH ALONG THE FRONTAGE ROAD WHICH PARALLELS
 BZ1068'INTERSTATE 35 ON THE WEST SIDE FROM THE JUNCTION OF FARM ROAD 2114 IN
 BZ1068'WEST, AT A PRIVATE GRAVEL ROAD LEADING SOUTHWEST, AT MILE MARKER 351,
 BZ1068'14.4 M. (47.4 FT.) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 BZ1068'17.4 M. (57.0 FT.) SOUTH OF THE CENTER OF THE GRAVEL ROAD, 0.3 M.
 BZ1068'(1.0 FT.) EAST OF A FENCE, 1.2 M. (4.0 FT.) SOUTH OF A CORNER FENCE
 BZ1068'POST, 48.5 M. (159 FT.) NORTH OF A POWERLINE POLE AND THE EAST END OF
 BZ1068'A BILLBOARD, 6.1 M. (20.0 FT.) NORTH OF AN UNDERGROUND TELEPHONE CABLE
 BZ1068'JUNCTION BOX, 30.5 M. (100 FT.) SOUTH OF A POWERLINE POLE.  DATUM
 BZ1068'POINT IS 4 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM.
 BZ1068'LOGO CAP.
 BZ1068'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BZ1068'THE MARK IS 0.3 M BELOW THE ROAD.
 BZ1068
 BZ1068                          STATION RECOVERY (1991)
 BZ1068
 BZ1068'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1068'RECOVERED IN GOOD CONDITION.
 BZ1068
 BZ1068                          STATION RECOVERY (1995)
 BZ1068
 BZ1068'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1068'RECOVERED IN GOOD CONDITION.
 BZ1068
 BZ1068                          STATION RECOVERY (2001)
 BZ1068
 BZ1068'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1068'RECOVERED IN GOOD CONDITION.
 BZ1068
 BZ1068                          STATION RECOVERY (2004)
 BZ1068
 BZ1068'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1095 ***********************************************************************
 BZ1095  DESIGNATION -  R 1302
 BZ1095  PID         -  BZ1095
 BZ1095  STATE/COUNTY-  TX/MCLENNAN
 BZ1095  USGS QUAD   -  LORENA (1993)
 BZ1095
 BZ1095                         *CURRENT SURVEY CONTROL
 BZ1095  ___________________________________________________________________
 BZ1095* NAD 83(1986)-  31 28 10.     (N)    097 09 57.     (W)     SCALED    
 BZ1095* NAVD 88     -       169.206  (meters)     555.14   (feet)  ADJUSTED  
 BZ1095  ___________________________________________________________________
 BZ1095  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BZ1095  DYNAMIC HT  -         168.991 (meters)     554.43  (feet)  COMP
 BZ1095  MODELED GRAV-     979,366.2   (mgal)                       NAVD 88
 BZ1095
 BZ1095  VERT ORDER  -  FIRST     CLASS II
 BZ1095
 BZ1095.The horizontal coordinates were scaled from a topographic map and have
 BZ1095.an estimated accuracy of +/- 6 seconds.
 BZ1095
 BZ1095.The orthometric height was determined by differential leveling
 BZ1095.and adjusted by the National Geodetic Survey in June 1991..
 BZ1095
 BZ1095.The geoid height was determined by GEOID03.
 BZ1095
 BZ1095.The dynamic height is computed by dividing the NAVD 88
 BZ1095.geopotential number by the normal gravity value computed on the
 BZ1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1095.degrees latitude (g = 980.6199 gals.).
 BZ1095
 BZ1095.The modeled gravity was interpolated from observed gravity values.
 BZ1095
 BZ1095;                    North         East    Units  Estimated Accuracy
 BZ1095;SPC TX C     - 3,204,140.    1,000,950.      MT  (+/- 180 meters Scaled)
 BZ1095
 BZ1095                          SUPERSEDED SURVEY CONTROL
 BZ1095
 BZ1095.No superseded survey control is available for this station.
 BZ1095
 BZ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV742830(NAD 83)
 BZ1095_MARKER: I = METAL ROD
 BZ1095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1095_SP_SET: STAINLESS STEEL ROD
 BZ1095_STAMPING: R 1302 1980
 BZ1095_PROJECTION: FLUSH
 BZ1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1095_ROD/PIPE-DEPTH: 3.6  meters
 BZ1095
 BZ1095  HISTORY     - Date     Condition        Report By
 BZ1095  HISTORY     - 1980     MONUMENTED       NGS
 BZ1095  HISTORY     - 19910424 GOOD             USPSQD
 BZ1095  HISTORY     - 19950715 GOOD             USPSQD
 BZ1095  HISTORY     - 20010317 GOOD             USPSQD
 BZ1095  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1095
 BZ1095                          STATION DESCRIPTION
 BZ1095
 BZ1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1095'7.0 KM SOUTH FROM WACO.
 BZ1095'7.0 KM. (4.35 MI.) SOUTH ALONG THE J. H. KULTGEN EXPRESSWAY WHICH
 BZ1095'PARALLELS THE WEST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF VALLEY
 BZ1095'MILLS DRIVE AT THE SOUTH SIDE OF WACO, AT THE CHRIS ART AND
 BZ1095'PHOTOGRAPHY SHOP, 15.2 M. (50.0 FT.) WEST-SOUTHWEST OF THE CENTERLINE
 BZ1095'OF THE FRONTAGE ROAD, 4.6 M. (15.0 FT.) SOUTH-SOUTHWEST OF A DRIVEWAY
 BZ1095'LEADING WEST, 0.3 M. (1.0 FT.) EAST OF 0.6-M.  WHITE PICKET FENCE,
 BZ1095'0.7 M. (2.3 FT.) WEST OF A POWERLINE POLE, 19.2 M. (63.0 FT.) NORTH OF
 BZ1095'A DRIVEWAY LEADING WEST.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO
 BZ1095'WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1095'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 BZ1095'THE MARK IS 0.3 M BELOW THE ROAD.
 BZ1095
 BZ1095                          STATION RECOVERY (1991)
 BZ1095
 BZ1095'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1095'RECOVERED IN GOOD CONDITION.
 BZ1095
 BZ1095                          STATION RECOVERY (1995)
 BZ1095
 BZ1095'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1095'RECOVERED IN GOOD CONDITION.
 BZ1095
 BZ1095                          STATION RECOVERY (2001)
 BZ1095
 BZ1095'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1095'RECOVERED IN GOOD CONDITION.
 BZ1095
 BZ1095                          STATION RECOVERY (2003)
 BZ1095
 BZ1095'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0776 ***********************************************************************
 BM0776  DESIGNATION -  R 1303
 BM0776  PID         -  BM0776
 BM0776  STATE/COUNTY-  TX/BELL
 BM0776  USGS QUAD   -  BARTLETT (1989)
 BM0776
 BM0776                         *CURRENT SURVEY CONTROL
 BM0776  ___________________________________________________________________
 BM0776* NAD 83(1986)-  30 49 56.     (N)    097 24 36.     (W)     SCALED    
 BM0776* NAVD 88     -       176.100  (meters)     577.75   (feet)  ADJUSTED  
 BM0776  ___________________________________________________________________
 BM0776  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BM0776  DYNAMIC HT  -         175.867 (meters)     576.99  (feet)  COMP
 BM0776  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 BM0776
 BM0776  VERT ORDER  -  FIRST     CLASS II
 BM0776
 BM0776.The horizontal coordinates were scaled from a topographic map and have
 BM0776.an estimated accuracy of +/- 6 seconds.
 BM0776
 BM0776.The orthometric height was determined by differential leveling
 BM0776.and adjusted by the National Geodetic Survey in June 1991..
 BM0776
 BM0776.The geoid height was determined by GEOID03.
 BM0776
 BM0776.The dynamic height is computed by dividing the NAVD 88
 BM0776.geopotential number by the normal gravity value computed on the
 BM0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0776.degrees latitude (g = 980.6199 gals.).
 BM0776
 BM0776.The modeled gravity was interpolated from observed gravity values.
 BM0776
 BM0776;                    North         East    Units  Estimated Accuracy
 BM0776;SPC TX C     - 3,132,880.      979,610.      MT  (+/- 180 meters Scaled)
 BM0776
 BM0776                          SUPERSEDED SURVEY CONTROL
 BM0776
 BM0776.No superseded survey control is available for this station.
 BM0776
 BM0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV520120(NAD 83)
 BM0776_MARKER: I = METAL ROD
 BM0776_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0776_SP_SET: STAINLESS STEEL ROD
 BM0776_STAMPING: R 1303 1980
 BM0776_MARK LOGO: NGS   
 BM0776_PROJECTION: RECESSED 2 CENTIMETERS
 BM0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0776+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0776_ROD/PIPE-DEPTH: 7.3  meters
 BM0776
 BM0776  HISTORY     - Date     Condition        Report By
 BM0776  HISTORY     - 1980     MONUMENTED       NGS
 BM0776  HISTORY     - 1990     GOOD             USPSQD
 BM0776  HISTORY     - 20010317 GOOD             USPSQD
 BM0776  HISTORY     - 20050725 GOOD             USPSQD
 BM0776
 BM0776                          STATION DESCRIPTION
 BM0776
 BM0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0776'5.4 KM (3.35 MI) SOUTH FROM HOLLAND.
 BM0776'5.4 KM (3.35 MI) SOUTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0776'FARM ROAD 1123 IN HOLLAND, ALSO 4.5 KM (2.8 MI) NORTH ALONG STATE
 BM0776'HIGHWAY 95 FROM THE JUNCTION OF FARM ROAD 487 IN BARTLETT, AT THE
 BM0776'JUNCTION OF A DIRT ROAD LEADING EAST TO THE WHITMORE BROTHERS FARM
 BM0776'HOUSE, 20.7 METERS (68.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE
 BM0776'HIGHWAY, 6.4 METERS (21.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 BM0776'5.8 METERS (19.0 FT) SOUTHWEST OF THE WEST CORNER OF THE SOUTH
 BM0776'HEADWALL OF A CONCRETE CULVERT UNDER THE ROAD, 3.0 METERS (10.0 FT)
 BM0776'SOUTH OF A CORNER FENCE POST, 2.3 METERS (7.5 FT) SOUTH OF A TELEPHONE
 BM0776'JUNCTION BOX AND AN UNDERGROUND TELEPHONE CABLE WARNING SIGN,
 BM0776'7.3 METERS (24.0 FT) SOUTHEAST AND ACROSS A FENCE FROM A POWERLINE
 BM0776'POLE WITH 2 GUY WIRES.
 BM0776'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 BM0776'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BM0776
 BM0776                          STATION RECOVERY (1990)
 BM0776
 BM0776'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0776'RECOVERED IN GOOD CONDITION.
 BM0776
 BM0776                          STATION RECOVERY (2001)
 BM0776
 BM0776'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0776'RECOVERED IN GOOD CONDITION.
 BM0776
 BM0776                          STATION RECOVERY (2005)
 BM0776
 BM0776'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0776'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0799 ***********************************************************************
 BM0799  DESIGNATION -  R 1304
 BM0799  PID         -  BM0799
 BM0799  STATE/COUNTY-  TX/WILLIAMSON
 BM0799  USGS QUAD   -  ROUND ROCK (1987)
 BM0799
 BM0799                         *CURRENT SURVEY CONTROL
 BM0799  ___________________________________________________________________
 BM0799* NAD 83(1986)-  30 34 35.     (N)    097 41 32.     (W)     SCALED    
 BM0799* NAVD 88     -       248.469  (meters)     815.19   (feet)  ADJUSTED  
 BM0799  ___________________________________________________________________
 BM0799  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BM0799  DYNAMIC HT  -         248.133 (meters)     814.08  (feet)  COMP
 BM0799  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 BM0799
 BM0799  VERT ORDER  -  FIRST     CLASS II
 BM0799
 BM0799.The horizontal coordinates were scaled from a topographic map and have
 BM0799.an estimated accuracy of +/- 6 seconds.
 BM0799
 BM0799.The orthometric height was determined by differential leveling
 BM0799.and adjusted by the National Geodetic Survey in June 1991..
 BM0799
 BM0799.The geoid height was determined by GEOID03.
 BM0799
 BM0799.The dynamic height is computed by dividing the NAVD 88
 BM0799.geopotential number by the normal gravity value computed on the
 BM0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0799.degrees latitude (g = 980.6199 gals.).
 BM0799
 BM0799.The modeled gravity was interpolated from observed gravity values.
 BM0799
 BM0799;                    North         East    Units  Estimated Accuracy
 BM0799;SPC TX C     - 3,103,860.      953,300.      MT  (+/- 180 meters Scaled)
 BM0799
 BM0799                          SUPERSEDED SURVEY CONTROL
 BM0799
 BM0799.No superseded survey control is available for this station.
 BM0799
 BM0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU254833(NAD 83)
 BM0799_MARKER: I = METAL ROD
 BM0799_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0799_SP_SET: STAINLESS STEEL ROD
 BM0799_STAMPING: R 1304 1980
 BM0799_MARK LOGO: NGS   
 BM0799_PROJECTION: FLUSH
 BM0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0799+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0799_ROD/PIPE-DEPTH: 2.1  meters
 BM0799
 BM0799  HISTORY     - Date     Condition        Report By
 BM0799  HISTORY     - 1980     MONUMENTED       NGS
 BM0799  HISTORY     - 1990     GOOD             USPSQD
 BM0799  HISTORY     - 20050724 GOOD             USPSQD
 BM0799
 BM0799                          STATION DESCRIPTION
 BM0799
 BM0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0799'7.0 KM (4.35 MI) SOUTH FROM GEORGETOWN.
 BM0799'3.3 KM (2.05 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0799'COURTHOUSE IN GEORGETOWN, THENCE 3.7 KM (2.3 MI) SOUTH ALONG THE EAST
 BM0799'FRONTAGE ROAD OF INTERSTATE 35, ALSO 3.35 KM (2.1 MI) NORTH-NORTHWEST
 BM0799'ALONG U.S. HIGHWAY 81 BUSINESS FROM THE JUNCTION OF RANCH ROAD 620 IN
 BM0799'ROUND ROCK, THENCE 4.7 KM (2.9 MI) NORTH-NORTHWEST ALONG THE EAST
 BM0799'FRONTAGE ROAD OF INTERSTATE 35, AT THE JUNCTION OF WESTINGHOUSE ROAD,
 BM0799'41.7 METERS (137 FT) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 BM0799'9.7 METERS (32.0 FT) SOUTH OF THE CENTERLINE OF WESTINGHOUSE ROAD,
 BM0799'14.0 METERS (46.0 FT) EAST OF THE EAST END OF THE SOUTH CONCRETE
 BM0799'HEADWALL OF A BRIDGE UNDER WESTINGHOUSE ROAD, 11.3 METERS (37.0 FT)
 BM0799'WEST-SOUTHWEST OF A TELEPHONE POLE, 0.9 METER (3.0 FT) SOUTH-SOUTHEAST
 BM0799'OF A 2.4-METER BLACK CREOSOTED POLE WITH A TELEPHONE WARNING SIGN,
 BM0799'0.3 METER (1.0 FT) WEST OF A WOVEN WIRE FENCE.
 BM0799'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 BM0799'THE MARK IS 0.3 M ABOVE WESTINGHOUSE ROAD.
 BM0799
 BM0799                          STATION RECOVERY (1990)
 BM0799
 BM0799'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0799'RECOVERED IN GOOD CONDITION.
 BM0799
 BM0799                          STATION RECOVERY (2005)
 BM0799
 BM0799'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0799'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0753 ***********************************************************************
 BM0753  DESIGNATION -  R 1305
 BM0753  PID         -  BM0753
 BM0753  STATE/COUNTY-  TX/TRAVIS
 BM0753  USGS QUAD   -  BUDA (1994)
 BM0753
 BM0753                         *CURRENT SURVEY CONTROL
 BM0753  ___________________________________________________________________
 BM0753* NAD 83(1986)-  30 06 45.     (N)    097 48 25.     (W)     SCALED    
 BM0753* NAVD 88     -       224.595  (meters)     736.86   (feet)  ADJUSTED  
 BM0753  ___________________________________________________________________
 BM0753  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0753  DYNAMIC HT  -         224.283 (meters)     735.84  (feet)  COMP
 BM0753  MODELED GRAV-     979,246.1   (mgal)                       NAVD 88
 BM0753
 BM0753  VERT ORDER  -  FIRST     CLASS II
 BM0753
 BM0753.The horizontal coordinates were scaled from a topographic map and have
 BM0753.an estimated accuracy of +/- 6 seconds.
 BM0753
 BM0753.The orthometric height was determined by differential leveling
 BM0753.and adjusted by the National Geodetic Survey in June 1991..
 BM0753
 BM0753.The geoid height was determined by GEOID03.
 BM0753
 BM0753.The dynamic height is computed by dividing the NAVD 88
 BM0753.geopotential number by the normal gravity value computed on the
 BM0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0753.degrees latitude (g = 980.6199 gals.).
 BM0753
 BM0753.The modeled gravity was interpolated from observed gravity values.
 BM0753
 BM0753;                    North         East    Units  Estimated Accuracy
 BM0753;SPC TX C     - 3,052,190.      943,470.      MT  (+/- 180 meters Scaled)
 BM0753
 BM0753                          SUPERSEDED SURVEY CONTROL
 BM0753
 BM0753.No superseded survey control is available for this station.
 BM0753
 BM0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU149318(NAD 83)
 BM0753_MARKER: DB = BENCH MARK DISK
 BM0753_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0753_SP_SET: OVERPASS PIER
 BM0753_STAMPING: R 1305 1980
 BM0753_MARK LOGO: NGS   
 BM0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0753
 BM0753  HISTORY     - Date     Condition        Report By
 BM0753  HISTORY     - 1980     MONUMENTED       NGS
 BM0753  HISTORY     - 1990     GOOD             USPSQD
 BM0753  HISTORY     - 19950725 MARK NOT FOUND   USPSQD
 BM0753  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0753
 BM0753                          STATION DESCRIPTION
 BM0753
 BM0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0753'15.6 KM (9.7 MI) NE FROM KYLE.
 BM0753'15.6 KM (9.7 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BM0753'35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE, AT THE FARM ROAD 1327
 BM0753'OVERPASS, SET VERTICALLY IN THE NORTH FACE OF THE NORTHERNMOST ONE OF
 BM0753'TWO PIERS OF THE EASTERNMOST ONE OF THREE SETS OF PIERS SUPPORTING THE
 BM0753'OVERPASS.
 BM0753'THE MARK IS 1.2 M ABOVE THE GROUND.
 BM0753
 BM0753                          STATION RECOVERY (1990)
 BM0753
 BM0753'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0753'RECOVERED IN GOOD CONDITION.
 BM0753
 BM0753                          STATION RECOVERY (1995)
 BM0753
 BM0753'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0753'MARK NOT FOUND.
 BM0753
 BM0753                          STATION RECOVERY (2003)
 BM0753
 BM0753'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0822 ***********************************************************************
 BM0822  DESIGNATION -  R 1306
 BM0822  PID         -  BM0822
 BM0822  STATE/COUNTY-  TX/TRAVIS
 BM0822  USGS QUAD   -  AUSTIN EAST (1988)
 BM0822
 BM0822                         *CURRENT SURVEY CONTROL
 BM0822  ___________________________________________________________________
 BM0822* NAD 83(1986)-  30 18 07.     (N)    097 42 55.     (W)     SCALED    
 BM0822* NAVD 88     -       185.940  (meters)     610.04   (feet)  ADJUSTED  
 BM0822  ___________________________________________________________________
 BM0822  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BM0822  DYNAMIC HT  -         185.687 (meters)     609.21  (feet)  COMP
 BM0822  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 BM0822
 BM0822  VERT ORDER  -  FIRST     CLASS II
 BM0822
 BM0822.The horizontal coordinates were scaled from a topographic map and have
 BM0822.an estimated accuracy of +/- 6 seconds.
 BM0822
 BM0822.The orthometric height was determined by differential leveling
 BM0822.and adjusted by the National Geodetic Survey in June 1991..
 BM0822
 BM0822.The geoid height was determined by GEOID03.
 BM0822
 BM0822.The dynamic height is computed by dividing the NAVD 88
 BM0822.geopotential number by the normal gravity value computed on the
 BM0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0822.degrees latitude (g = 980.6199 gals.).
 BM0822
 BM0822.The modeled gravity was interpolated from observed gravity values.
 BM0822
 BM0822;                    North         East    Units  Estimated Accuracy
 BM0822;SPC TX C     - 3,073,390.      951,800.      MT  (+/- 180 meters Scaled)
 BM0822
 BM0822                          SUPERSEDED SURVEY CONTROL
 BM0822
 BM0822.No superseded survey control is available for this station.
 BM0822
 BM0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU235529(NAD 83)
 BM0822_MARKER: DV = VERTICAL CONTROL DISK
 BM0822_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0822_SP_SET: OVERPASS PIER
 BM0822_STAMPING: R 1306 1980
 BM0822_MARK LOGO: NGS   
 BM0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0822+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 BM0822
 BM0822  HISTORY     - Date     Condition        Report By
 BM0822  HISTORY     - 1980     MONUMENTED       NGS
 BM0822  HISTORY     - 1990     GOOD             USPSQD
 BM0822  HISTORY     - 19910719 GOOD             USPSQD
 BM0822  HISTORY     - 19961120 GOOD             NGS
 BM0822  HISTORY     - 20030308 GOOD             USPSQD
 BM0822
 BM0822                          STATION DESCRIPTION
 BM0822
 BM0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0822'IN AUSTIN.
 BM0822'IN AUSTIN, AT THE JUNCTION OF INTERSTATE 35 SOUTHBOUND AND AIRPORT
 BM0822'BOULEVARD, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 BM0822'NORTHWESTERNMOST PIER OF THE FIRST ROW OF PIERS SOUTH OF AIRPORT
 BM0822'BOULEVARD WHICH SUPPORT THE INTERSTATE 35 SOUTHBOUND OVERPASS,
 BM0822'7.8 METERS (25.7 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 BM0822'THE BOULEVARD, 9.3 METERS (30.6 FT) SOUTHEAST OF A HIGHWAY SIGN FOR
 BM0822'INTERSTATE 35, LOOP 111 AND U.S. HIGHWAY 290 EAST.  NOTE-BRIDGE PIERS
 BM0822'ARE DRILLED INTO AUSTIN CHALK.
 BM0822'THE MARK IS 1.5 M ABOVE THE GROUND.
 BM0822
 BM0822                          STATION RECOVERY (1990)
 BM0822
 BM0822'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0822'RECOVERED IN GOOD CONDITION.
 BM0822
 BM0822                          STATION RECOVERY (1991)
 BM0822
 BM0822'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0822'RECOVERED IN GOOD CONDITION.
 BM0822
 BM0822                          STATION RECOVERY (1996)
 BM0822
 BM0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BM0822'IN AUSTIN, AT THE INTERSECTION OF INTERSTATE HIGHWAY 35 AND AIRPORT
 BM0822'BOULEVARD, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHWESTERLY
 BM0822'OF 2 CONCRETE COLUMNS OF THE CENTER PIER OF THE HIGHWAY SOUTHBOUND OFF
 BM0822'RAMP OVERPASS OF THE BOULEVARD, 7.8 M (25.6 FT) EAST OF THE CENTERLINE
 BM0822'OF THE EASTBOUND LANES OF THE BOULEVARD, 3.6 M (11.8 FT) WEST OF THE
 BM0822'CENTER OF THE HIGHWAY, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 BM0822'BOULEVARD.
 BM0822
 BM0822                          STATION RECOVERY (2003)
 BM0822
 BM0822'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2446 ***********************************************************************
 AX2446  DESIGNATION -  R 1307
 AX2446  PID         -  AX2446
 AX2446  STATE/COUNTY-  TX/HAYS
 AX2446  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2446
 AX2446                         *CURRENT SURVEY CONTROL
 AX2446  ___________________________________________________________________
 AX2446* NAD 83(1986)-  29 55 05.     (N)    097 54 32.     (W)     SCALED    
 AX2446* NAVD 88     -       204.579  (meters)     671.19   (feet)  ADJUSTED  
 AX2446  ___________________________________________________________________
 AX2446  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AX2446  DYNAMIC HT  -         204.290 (meters)     670.24  (feet)  COMP
 AX2446  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 AX2446
 AX2446  VERT ORDER  -  FIRST     CLASS II
 AX2446
 AX2446.The horizontal coordinates were scaled from a topographic map and have
 AX2446.an estimated accuracy of +/- 6 seconds.
 AX2446
 AX2446.The orthometric height was determined by differential leveling
 AX2446.and adjusted by the National Geodetic Survey in June 1991..
 AX2446
 AX2446.The geoid height was determined by GEOID03.
 AX2446
 AX2446.The dynamic height is computed by dividing the NAVD 88
 AX2446.geopotential number by the normal gravity value computed on the
 AX2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2446.degrees latitude (g = 980.6199 gals.).
 AX2446
 AX2446.The modeled gravity was interpolated from observed gravity values.
 AX2446
 AX2446;                    North         East    Units  Estimated Accuracy
 AX2446;SPC TXSC     - 4,231,540.      705,350.      MT  (+/- 180 meters Scaled)
 AX2446
 AX2446                          SUPERSEDED SURVEY CONTROL
 AX2446
 AX2446.No superseded survey control is available for this station.
 AX2446
 AX2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU053102(NAD 83)
 AX2446_MARKER: I = METAL ROD
 AX2446_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AX2446+WITH SETTING: INFORMATION.
 AX2446_SP_SET: SHALLOW SET METAL ROD
 AX2446_STAMPING: R 1307 1980
 AX2446_MARK LOGO: NGS   
 AX2446_PROJECTION: RECESSED 3 CENTIMETERS
 AX2446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2446+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 AX2446_ROD/PIPE-DEPTH: 1.2  meters
 AX2446
 AX2446  HISTORY     - Date     Condition        Report By
 AX2446  HISTORY     - 1980     MONUMENTED       NGS
 AX2446  HISTORY     - 19910828 GOOD             USPSQD
 AX2446  HISTORY     - 19930808 GOOD             USPSQD
 AX2446  HISTORY     - 19990925 GOOD             USPSQD
 AX2446  HISTORY     - 20020314 GOOD             TXDOT
 AX2446  HISTORY     - 20030517 GOOD             USPSQD
 AX2446
 AX2446                          STATION DESCRIPTION
 AX2446
 AX2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2446'5.6 KM (3.45 MI) NE FROM SAN MARCOS.
 AX2446'0.3 KM (0.2 MI) NORTH ALONG LYNDON B JOHNSON DRIVE FROM THE COURTHOUSE
 AX2446'IN SAN MARCOS, THENCE 1.7 KM (1.05 MI) NORTHEAST ALONG LOOP 82, THENCE
 AX2446'3.5 KM (2.2 MI) NORTHEAST ALONG POST ROAD, AT A METAL CATTLE GUARD AND
 AX2446'DRIVE LEADING NORTHWEST TO THE BRUCE INGRAM RESIDENCE, 6.4 METERS
 AX2446'(21.0 FT) NORTHWEST OF THE CENTERLINE OF POST ROAD, 21.6 METERS
 AX2446'(71.0 FT) NORTHEAST OF THE CENTER OF THE METAL CATTLE GUARD,
 AX2446'28.7 METERS (94.0 FT) NORTH-NORTHWEST AND ACROSS POST ROAD FROM THE
 AX2446'CENTER OF A METAL CATTLE GUARD ACROSS A ROAD LEADING SOUTHEAST,
 AX2446'0.6 METER (2.0 FT) SOUTHWEST OF A CHAIN LINK FENCE CORNER WITH A
 AX2446'CONCRETE CURB, 0.4 METER (1.3 FT) SOUTH OF THE FENCE.  NOTE-ROD DRIVEN
 AX2446'TO REFUSAL.
 AX2446'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 AX2446'THE MARK IS ABOVE LEVEL WITH POST ROAD.
 AX2446
 AX2446                          STATION RECOVERY (1991)
 AX2446
 AX2446'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2446'RECOVERED IN GOOD CONDITION.
 AX2446
 AX2446                          STATION RECOVERY (1993)
 AX2446
 AX2446'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2446'RECOVERED IN GOOD CONDITION.
 AX2446
 AX2446                          STATION RECOVERY (1999)
 AX2446
 AX2446'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2446'RECOVERED IN GOOD CONDITION.
 AX2446
 AX2446                          STATION RECOVERY (2002)
 AX2446
 AX2446'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (WEH)
 AX2446'LESS THAN OPTIMAL FOR SATELLITE OBSERVATIONS, SOME TREES AND CHAIN
 AX2446'LINK FENCE, TWO METER ANTENNA HEIGHT WILL CLEAR FENCE.
 AX2446
 AX2446                          STATION RECOVERY (2003)
 AX2446
 AX2446'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1556 ***********************************************************************
 AY1556  DESIGNATION -  R 1308
 AY1556  PID         -  AY1556
 AY1556  STATE/COUNTY-  TX/COMAL
 AY1556  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1556
 AY1556                         *CURRENT SURVEY CONTROL
 AY1556  ___________________________________________________________________
 AY1556* NAD 83(1986)-  29 38 32.     (N)    098 12 29.     (W)     SCALED    
 AY1556* NAVD 88     -       226.568  (meters)     743.33   (feet)  ADJUSTED  
 AY1556  ___________________________________________________________________
 AY1556  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AY1556  DYNAMIC HT  -         226.240 (meters)     742.26  (feet)  COMP
 AY1556  MODELED GRAV-     979,190.3   (mgal)                       NAVD 88
 AY1556
 AY1556  VERT ORDER  -  FIRST     CLASS II
 AY1556
 AY1556.The horizontal coordinates were scaled from a topographic map and have
 AY1556.an estimated accuracy of +/- 6 seconds.
 AY1556
 AY1556.The orthometric height was determined by differential leveling
 AY1556.and adjusted by the National Geodetic Survey in June 1991..
 AY1556
 AY1556.The geoid height was determined by GEOID03.
 AY1556
 AY1556.The dynamic height is computed by dividing the NAVD 88
 AY1556.geopotential number by the normal gravity value computed on the
 AY1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1556.degrees latitude (g = 980.6199 gals.).
 AY1556
 AY1556.The modeled gravity was interpolated from observed gravity values.
 AY1556
 AY1556;                    North         East    Units  Estimated Accuracy
 AY1556;SPC TXSC     - 4,200,730.      676,670.      MT  (+/- 180 meters Scaled)
 AY1556
 AY1556                          SUPERSEDED SURVEY CONTROL
 AY1556
 AY1556.No superseded survey control is available for this station.
 AY1556
 AY1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT766794(NAD 83)
 AY1556_MARKER: DB = BENCH MARK DISK
 AY1556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1556_SP_SET: HEADWALL
 AY1556_STAMPING: R 1308 1980
 AY1556_MARK LOGO: NGS   
 AY1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1556+STABILITY: SURFACE MOTION
 AY1556
 AY1556  HISTORY     - Date     Condition        Report By
 AY1556  HISTORY     - 1980     MONUMENTED       NGS
 AY1556  HISTORY     - 1989     GOOD             USPSQD
 AY1556  HISTORY     - 1990     GOOD             USPSQD
 AY1556  HISTORY     - 1990     GOOD             USPSQD
 AY1556  HISTORY     - 1991     GOOD             USPSQD
 AY1556  HISTORY     - 19930808 GOOD             USPSQD
 AY1556  HISTORY     - 19990925 GOOD             USPSQD
 AY1556  HISTORY     - 20060719 MARK NOT FOUND   USPSQD
 AY1556
 AY1556                          STATION DESCRIPTION
 AY1556
 AY1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1556'8.5 KM (5.3 MI) SW FROM NEW BRAUNFELS.
 AY1556'8.5 KM (5.3 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1556'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, ON TOP
 AY1556'AND 0.3 METER (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF A 2.0 BY
 AY1556'2.0-METER CONCRETE BOX CULVERT UNDER THE FRONTAGE ROAD, 6.1 METERS
 AY1556'(20.1 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 7.6 METERS
 AY1556'(25.0 FT) SOUTHEAST OF THE CENTER OF A METAL GATE LEADING TO A FIELD.
 AY1556'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AY1556
 AY1556                          STATION RECOVERY (1989)
 AY1556
 AY1556'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1556'RECOVERED IN GOOD CONDITION.
 AY1556
 AY1556                          STATION RECOVERY (1990)
 AY1556
 AY1556'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1556'RECOVERED IN GOOD CONDITION.
 AY1556
 AY1556                          STATION RECOVERY (1990)
 AY1556
 AY1556'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1556'RECOVERED IN GOOD CONDITION.
 AY1556
 AY1556                          STATION RECOVERY (1991)
 AY1556
 AY1556'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1556'RECOVERED IN GOOD CONDITION.
 AY1556
 AY1556                          STATION RECOVERY (1993)
 AY1556
 AY1556'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1556'RECOVERED IN GOOD CONDITION.
 AY1556
 AY1556                          STATION RECOVERY (1999)
 AY1556
 AY1556'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1556'RECOVERED IN GOOD CONDITION.
 AY1556
 AY1556                          STATION RECOVERY (2006)
 AY1556
 AY1556'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1556'NEW ACCESS ROAD WITH CURB AND BOX CULVERTS.  HEADWALL IS NEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0755 ***********************************************************************
 DN0755  DESIGNATION -  R 132
 DN0755  PID         -  DN0755
 DN0755  STATE/COUNTY-  TX/WISE
 DN0755  USGS QUAD   -  ALVORD (1976)
 DN0755
 DN0755                         *CURRENT SURVEY CONTROL
 DN0755  ___________________________________________________________________
 DN0755* NAD 83(1986)-  33 17 45.     (N)    097 38 26.     (W)     SCALED    
 DN0755* NAVD 88     -       265.203  (meters)     870.09   (feet)  ADJUSTED  
 DN0755  ___________________________________________________________________
 DN0755  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DN0755  DYNAMIC HT  -         264.902 (meters)     869.10  (feet)  COMP
 DN0755  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 DN0755
 DN0755  VERT ORDER  -  FIRST     CLASS II
 DN0755
 DN0755.The horizontal coordinates were scaled from a topographic map and have
 DN0755.an estimated accuracy of +/- 6 seconds.
 DN0755
 DN0755.The orthometric height was determined by differential leveling
 DN0755.and adjusted by the National Geodetic Survey in June 1991..
 DN0755
 DN0755.The geoid height was determined by GEOID03.
 DN0755
 DN0755.The dynamic height is computed by dividing the NAVD 88
 DN0755.geopotential number by the normal gravity value computed on the
 DN0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0755.degrees latitude (g = 980.6199 gals.).
 DN0755
 DN0755.The modeled gravity was interpolated from observed gravity values.
 DN0755
 DN0755;                    North         East    Units  Estimated Accuracy
 DN0755;SPC TXNC     - 2,180,990.      680,040.      MT  (+/- 180 meters Scaled)
 DN0755
 DN0755                          SUPERSEDED SURVEY CONTROL
 DN0755
 DN0755  NGVD 29 (??/??/92)  265.136  (m)          869.87   (f) ADJ UNCH    1 2
 DN0755
 DN0755.Superseded values are not recommended for survey control.
 DN0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0755.See file dsdata.txt to determine how the superseded data were derived.
 DN0755
 DN0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB265849(NAD 83)
 DN0755_MARKER: DB = BENCH MARK DISK
 DN0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0755_STAMPING: R 132 1952
 DN0755_MARK LOGO: CGS   
 DN0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0755+STABILITY: SURFACE MOTION
 DN0755
 DN0755  HISTORY     - Date     Condition        Report By
 DN0755  HISTORY     - 1952     MONUMENTED       CGS
 DN0755  HISTORY     - 1984     GOOD             NGS
 DN0755
 DN0755                          STATION DESCRIPTION
 DN0755
 DN0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0755'5.8 MI NW FROM DECATUR.
 DN0755'5.8 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0755'THE STATION AT DECATUR, 124 FEET NORTHWEST OF MILEPOST 46, 52 FEET
 DN0755'NORTHEAST OF THE NORTHEAST RAIL, 4.2 FEET NORTHWEST OF THE 1ST POLE
 DN0755'NORTHWEST OF MILEPOST 46, 7.6 FEET SOUTHWEST OF A FENCE, 3.3 FEET
 DN0755'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0755'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0755
 DN0755                          STATION RECOVERY (1984)
 DN0755
 DN0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0755'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0755'TO REACH FOLLOWS.  1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE
 DN0755'BURLINGTON NORTHERN RAILROAD STATION IN DECATUR, THENCE 7.9 KM
 DN0755'(4.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAYS 287 AND 81, ADD=125.6 M
 DN0755'(412.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 DN0755'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0055 ***********************************************************************
 DO0055  DESIGNATION -  R 133
 DO0055  PID         -  DO0055
 DO0055  STATE/COUNTY-  TX/CLAY
 DO0055  USGS QUAD   -  BELLEVUE (1968)
 DO0055
 DO0055                         *CURRENT SURVEY CONTROL
 DO0055  ___________________________________________________________________
 DO0055* NAD 83(1986)-  33 41 45.     (N)    098 05 11.     (W)     SCALED    
 DO0055* NAVD 88     -       290.749  (meters)     953.90   (feet)  ADJUSTED  
 DO0055  ___________________________________________________________________
 DO0055  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DO0055  DYNAMIC HT  -         290.426 (meters)     952.84  (feet)  COMP
 DO0055  MODELED GRAV-     979,517.2   (mgal)                       NAVD 88
 DO0055
 DO0055  VERT ORDER  -  FIRST     CLASS II
 DO0055
 DO0055.The horizontal coordinates were scaled from a topographic map and have
 DO0055.an estimated accuracy of +/- 6 seconds.
 DO0055
 DO0055.The orthometric height was determined by differential leveling
 DO0055.and adjusted by the National Geodetic Survey in June 1991..
 DO0055.WARNING-Repeat measurements at this control monument indicate possible
 DO0055.vertical movement.
 DO0055
 DO0055.The geoid height was determined by GEOID03.
 DO0055
 DO0055.The dynamic height is computed by dividing the NAVD 88
 DO0055.geopotential number by the normal gravity value computed on the
 DO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0055.degrees latitude (g = 980.6199 gals.).
 DO0055
 DO0055.The modeled gravity was interpolated from observed gravity values.
 DO0055
 DO0055;                    North         East    Units  Estimated Accuracy
 DO0055;SPC TXNC     - 2,225,100.      638,340.      MT  (+/- 180 meters Scaled)
 DO0055
 DO0055                          SUPERSEDED SURVEY CONTROL
 DO0055
 DO0055  NGVD 29 (??/??/92)  290.595  (m)          953.39   (f) ADJ UNCH    1 2
 DO0055
 DO0055.Superseded values are not recommended for survey control.
 DO0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0055.See file dsdata.txt to determine how the superseded data were derived.
 DO0055
 DO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC846288(NAD 83)
 DO0055_MARKER: DB = BENCH MARK DISK
 DO0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0055_STAMPING: 953.394 R 133 1933
 DO0055_MARK LOGO: CGS   
 DO0055_PROJECTION: PROJECTING 10 CENTIMETERS
 DO0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0055+STABILITY: SURFACE MOTION
 DO0055
 DO0055  HISTORY     - Date     Condition        Report By
 DO0055  HISTORY     - 1933     MONUMENTED       CGS
 DO0055  HISTORY     - 1950     GOOD             NGS
 DO0055  HISTORY     - 1984     GOOD             NGS
 DO0055
 DO0055                          STATION DESCRIPTION
 DO0055
 DO0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0055'6.0 MI NW FROM BELLEVUE.
 DO0055'6.0 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0055'BELLEVUE, CLAY COUNTY, AT MILEAGE 85.4, SOUTHEAST OF A SMALL CUT, 42
 DO0055'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 13 FEET SOUTHEAST
 DO0055'OF A PRIVATE ROAD.  A STANDARD DISK, STAMPED 953.394 R 133 1933 AND
 DO0055'SET IN THE TOP OF A CONCRETE POST.
 DO0055
 DO0055                          STATION RECOVERY (1984)
 DO0055
 DO0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0055'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  27.1 KM (16.85
 DO0055'MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 DO0055'STATION IN BOWIE, 0.6 KM (0.35 MI) NORTHWEST OF MILEPOST 85,
 DO0055'13.3 METERS (43.6 FT) NORTHEAST OF THE NEAR RAIL, 7.6 METERS (24.9 FT)
 DO0055'NORTHWEST OF UTILITY POLE NUMBER 1135, 4.6 METERS (15.1 FT) SOUTHEAST
 DO0055'OF THE CENTER OF A DIRT ROAD LEADING NORTHEAST, AND 1.0 METER (3.3 FT)
 DO0055'SOUTHWEST OF A FENCE.
 DO0055'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DO0055'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0068 ***********************************************************************
 EN0068  DESIGNATION -  R 134
 EN0068  PID         -  EN0068
 EN0068  STATE/COUNTY-  TX/CHILDRESS
 EN0068  USGS QUAD   -  KIRKLAND NORTH (1981)
 EN0068
 EN0068                         *CURRENT SURVEY CONTROL
 EN0068  ___________________________________________________________________
 EN0068* NAD 83(1986)-  34 22 31.     (N)    100 03 39.     (W)     SCALED    
 EN0068* NAVD 88     -       514.728  (meters)    1688.74   (feet)  ADJUSTED  
 EN0068  ___________________________________________________________________
 EN0068  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EN0068  DYNAMIC HT  -         514.145 (meters)    1686.82  (feet)  COMP
 EN0068  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 EN0068
 EN0068  VERT ORDER  -  FIRST     CLASS II
 EN0068
 EN0068.The horizontal coordinates were scaled from a topographic map and have
 EN0068.an estimated accuracy of +/- 6 seconds.
 EN0068
 EN0068.The orthometric height was determined by differential leveling
 EN0068.and adjusted by the National Geodetic Survey in June 1991..
 EN0068
 EN0068.The geoid height was determined by GEOID03.
 EN0068
 EN0068.The dynamic height is computed by dividing the NAVD 88
 EN0068.geopotential number by the normal gravity value computed on the
 EN0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0068.degrees latitude (g = 980.6199 gals.).
 EN0068
 EN0068.The modeled gravity was interpolated from observed gravity values.
 EN0068
 EN0068;                    North         East    Units  Estimated Accuracy
 EN0068;SPC TX N     - 1,042,600.      332,380.      MT  (+/- 180 meters Scaled)
 EN0068
 EN0068                          SUPERSEDED SURVEY CONTROL
 EN0068
 EN0068  NGVD 29 (??/??/92)  514.514  (m)         1688.03   (f) ADJ UNCH    1 2
 EN0068
 EN0068.Superseded values are not recommended for survey control.
 EN0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0068.See file dsdata.txt to determine how the superseded data were derived.
 EN0068
 EN0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD024042(NAD 83)
 EN0068_MARKER: DB = BENCH MARK DISK
 EN0068_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EN0068+WITH SETTING: PAVEMENT
 EN0068_STAMPING: 1688.035 R 134 1933
 EN0068_MARK LOGO: CGS   
 EN0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0068+STABILITY: SURFACE MOTION
 EN0068
 EN0068  HISTORY     - Date     Condition        Report By
 EN0068  HISTORY     - 1933     MONUMENTED       CGS
 EN0068  HISTORY     - 1966     GOOD             USGS
 EN0068  HISTORY     - 1984     GOOD             NGS
 EN0068
 EN0068                          STATION DESCRIPTION
 EN0068
 EN0068'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EN0068'IN KIRKLAND.
 EN0068'AT KIRKLAND, CHILDRESS COUNTY, AT THE WEST SIDE OF THE FOUNDATION
 EN0068'REMAINS OF OLD HIGH SCHOOL BUILDING.  150 FEET NORTH ALONG CENTER OF
 EN0068'STREET FROM X-RDS. SE. OF BAPTIST CHURCH, THENCE 48 FEET ESE. PERP. TO
 EN0068'STREET.  ON THE SOUTH SIDE OF THE 2ND STEP DOWN FROM TOP OF OLD
 EN0068'CONCRETE STEPS.  A STANDARD DISK STAMPED 1688.035 R 134 1933.
 EN0068
 EN0068                          STATION RECOVERY (1984)
 EN0068
 EN0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0068'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN KIRKLAND,
 EN0068'AT 104 FARM ROAD 1083, IN TOP OF THE SOUTH END OF THE TOP STEP OF THE
 EN0068'FOUNDATION TO THE OLD KIRKLAND SCHOOL, NOW DISMANTLED, 38.1 M
 EN0068'(125.0 FT) EAST OF THE NORTHEAST CORNER OF THE KIRKLAND BAPTIST CHURCH
 EN0068'AT 104 FARM ROAD 1083, AND 14.1 M (46.3 FT) EAST OF THE CENTER OF A
 EN0068'DIRT ROAD.
 EN0068'THE MARK IS 1.1 METERS  E FROM A WITNESS POST.
 EN0068'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0176 ***********************************************************************
 EN0176  DESIGNATION -  R 135
 EN0176  PID         -  EN0176
 EN0176  STATE/COUNTY-  TX/DONLEY
 EN0176  USGS QUAD   -  HEDLEY (1982)
 EN0176
 EN0176                         *CURRENT SURVEY CONTROL
 EN0176  ___________________________________________________________________
 EN0176* NAD 83(1986)-  34 52 08.     (N)    100 39 46.     (W)     SCALED    
 EN0176* NAVD 88     -       801.048  (meters)    2628.11   (feet)  ADJUSTED  
 EN0176  ___________________________________________________________________
 EN0176  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EN0176  DYNAMIC HT  -         800.137 (meters)    2625.12  (feet)  COMP
 EN0176  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 EN0176
 EN0176  VERT ORDER  -  FIRST     CLASS II
 EN0176
 EN0176.The horizontal coordinates were scaled from a topographic map and have
 EN0176.an estimated accuracy of +/- 6 seconds.
 EN0176
 EN0176.The orthometric height was determined by differential leveling
 EN0176.and adjusted by the National Geodetic Survey in June 1991..
 EN0176.WARNING-Repeat measurements at this control monument indicate possible
 EN0176.vertical movement.
 EN0176
 EN0176.The geoid height was determined by GEOID03.
 EN0176
 EN0176.The dynamic height is computed by dividing the NAVD 88
 EN0176.geopotential number by the normal gravity value computed on the
 EN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0176.degrees latitude (g = 980.6199 gals.).
 EN0176
 EN0176.The modeled gravity was interpolated from observed gravity values.
 EN0176
 EN0176;                    North         East    Units  Estimated Accuracy
 EN0176;SPC TX N     - 1,096,720.      276,550.      MT  (+/- 180 meters Scaled)
 EN0176
 EN0176                          SUPERSEDED SURVEY CONTROL
 EN0176
 EN0176  NGVD 29 (??/??/92)  800.710  (m)         2627.00   (f) ADJ UNCH    1 2
 EN0176
 EN0176.Superseded values are not recommended for survey control.
 EN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0176.See file dsdata.txt to determine how the superseded data were derived.
 EN0176
 EN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD480597(NAD 83)
 EN0176_MARKER: DB = BENCH MARK DISK
 EN0176_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EN0176+WITH SETTING: PAVEMENT
 EN0176_STAMPING: R 135 1933 2626.996
 EN0176_MARK LOGO: CGS   
 EN0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0176+STABILITY: SURFACE MOTION
 EN0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0176+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0176
 EN0176  HISTORY     - Date     Condition        Report By
 EN0176  HISTORY     - 1933     MONUMENTED       CGS
 EN0176  HISTORY     - 1933     GOOD             NGS
 EN0176  HISTORY     - 1934     GOOD             NGS
 EN0176  HISTORY     - 1984     GOOD             NGS
 EN0176  HISTORY     - 20040803 GOOD             USPSQD
 EN0176  HISTORY     - 20050804 GOOD             USPSQD
 EN0176
 EN0176                          STATION DESCRIPTION
 EN0176
 EN0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0176'IN HEDLEY.
 EN0176'SET IN EAST CORNER OF NORTHEAST PIER OF TOWN WATER TOWER SOUTHWEST
 EN0176'CORNER WEST HEADWALL OF BRIDGE 264.13.
 EN0176
 EN0176                          STATION RECOVERY (1934)
 EN0176
 EN0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0176'RECOVERED IN GOOD CONDITION.
 EN0176
 EN0176                          STATION RECOVERY (1984)
 EN0176
 EN0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0176'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  20.0 KM
 EN0176'(12.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EN0176'STATE HIGHWAY 256 IN MEMPHIS, THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG
 EN0176'FARM ROAD 203, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG A DIRT STREET,
 EN0176'IN THE EAST CORNER OF THE CONCRETE BASE OF THE NORTHEAST LEG OF THE
 EN0176'HEDLEY WATER TANK, AND 11.2 M (36.7 FT) SOUTHWEST OF THE CENTER OF THE
 EN0176'ROAD.
 EN0176'THE MARK IS 0.3 M ABOVE THE GROUND.
 EN0176
 EN0176                          STATION RECOVERY (2004)
 EN0176
 EN0176'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0176'RECOVERED IN GOOD CONDITION.
 EN0176
 EN0176                          STATION RECOVERY (2005)
 EN0176
 EN0176'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0176'MARK FOUND AS DESCRIBED.  VERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0076 ***********************************************************************
 GK0076  DESIGNATION -  R 136
 GK0076  PID         -  GK0076
 GK0076  STATE/COUNTY-  TX/OCHILTREE
 GK0076  USGS QUAD   -  PERRYTON SE (1973)
 GK0076
 GK0076                         *CURRENT SURVEY CONTROL
 GK0076  ___________________________________________________________________
 GK0076* NAD 83(1986)-  36 20 00.     (N)    100 48 08.     (W)     SCALED    
 GK0076* NAVD 88     -       898.147  (meters)    2946.67   (feet)  ADJUSTED  
 GK0076  ___________________________________________________________________
 GK0076  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GK0076  DYNAMIC HT  -         897.204 (meters)    2943.58  (feet)  COMP
 GK0076  MODELED GRAV-     979,552.8   (mgal)                       NAVD 88
 GK0076
 GK0076  VERT ORDER  -  FIRST     CLASS II
 GK0076
 GK0076.The horizontal coordinates were scaled from a topographic map and have
 GK0076.an estimated accuracy of +/- 6 seconds.
 GK0076
 GK0076.The orthometric height was determined by differential leveling
 GK0076.and adjusted by the National Geodetic Survey in June 1991..
 GK0076
 GK0076.The geoid height was determined by GEOID03.
 GK0076
 GK0076.The dynamic height is computed by dividing the NAVD 88
 GK0076.geopotential number by the normal gravity value computed on the
 GK0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0076.degrees latitude (g = 980.6199 gals.).
 GK0076
 GK0076.The modeled gravity was interpolated from observed gravity values.
 GK0076
 GK0076;                    North         East    Units  Estimated Accuracy
 GK0076;SPC TX N     - 1,259,090.      262,650.      MT  (+/- 180 meters Scaled)
 GK0076
 GK0076                          SUPERSEDED SURVEY CONTROL
 GK0076
 GK0076  NGVD 29 (??/??/92)  897.771  (m)         2945.44   (f) ADJ UNCH    1 2
 GK0076
 GK0076.Superseded values are not recommended for survey control.
 GK0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0076.See file dsdata.txt to determine how the superseded data were derived.
 GK0076
 GK0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF382224(NAD 83)
 GK0076_MARKER: DB = BENCH MARK DISK
 GK0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0076_STAMPING: R-136 1934
 GK0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0076+STABILITY: SURFACE MOTION
 GK0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0076+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 GK0076
 GK0076  HISTORY     - Date     Condition        Report By
 GK0076  HISTORY     - 1934     MONUMENTED       CGS
 GK0076  HISTORY     - 20040927 GOOD             LOCENG
 GK0076
 GK0076                          STATION DESCRIPTION
 GK0076
 GK0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0076'4.2 MI SE FROM PERRYTON.
 GK0076'4.2 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 210 FEET NORTH
 GK0076'OF LARGE WHITE FARM HOUSE.  63 FEET EAST OF THE CENTERLINE OF U.S.
 GK0076'HIGHWAY 83.  48 FEET NORTH OF EAST AND WEST COUNTY ROAD.  6 FEET EAST
 GK0076'OF THE FENCE CORNER.
 GK0076
 GK0076                          STATION RECOVERY (2004)
 GK0076
 GK0076'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2004 (MFM)
 GK0076'RECOVERED IN GOOD CONDITION. NOTE THAT REFERENCES TO THE FARMHOUSE AND
 GK0076'FENCE CORNER ARE NO LONGER VALID. MARK IS 4 FEET EAST OF TELEPHONE
 GK0076'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0004 ***********************************************************************
 FL0004  DESIGNATION -  R 137
 FL0004  PID         -  FL0004
 FL0004  STATE/COUNTY-  TX/HEMPHILL
 FL0004  USGS QUAD   -  CANADIAN WEST (1972)
 FL0004
 FL0004                         *CURRENT SURVEY CONTROL
 FL0004  ___________________________________________________________________
 FL0004* NAD 83(1986)-  35 56 56.     (N)    100 26 22.     (W)     SCALED    
 FL0004* NAVD 88     -       714.153  (meters)    2343.02   (feet)  ADJUSTED  
 FL0004  ___________________________________________________________________
 FL0004  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FL0004  DYNAMIC HT  -         713.392 (meters)    2340.52  (feet)  COMP
 FL0004  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 FL0004
 FL0004  VERT ORDER  -  FIRST     CLASS II
 FL0004
 FL0004.The horizontal coordinates were scaled from a topographic map and have
 FL0004.an estimated accuracy of +/- 6 seconds.
 FL0004
 FL0004.The orthometric height was determined by differential leveling
 FL0004.and adjusted by the National Geodetic Survey in June 1991..
 FL0004
 FL0004.The geoid height was determined by GEOID03.
 FL0004
 FL0004.The dynamic height is computed by dividing the NAVD 88
 FL0004.geopotential number by the normal gravity value computed on the
 FL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0004.degrees latitude (g = 980.6199 gals.).
 FL0004
 FL0004.The modeled gravity was interpolated from observed gravity values.
 FL0004
 FL0004;                    North         East    Units  Estimated Accuracy
 FL0004;SPC TX N     - 1,216,720.      295,680.      MT  (+/- 180 meters Scaled)
 FL0004
 FL0004                          SUPERSEDED SURVEY CONTROL
 FL0004
 FL0004  NGVD 29 (??/??/92)  713.807  (m)         2341.88   (f) ADJ UNCH    1 2
 FL0004
 FL0004.Superseded values are not recommended for survey control.
 FL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0004.See file dsdata.txt to determine how the superseded data were derived.
 FL0004
 FL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE701792(NAD 83)
 FL0004_MARKER: DB = BENCH MARK DISK
 FL0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0004_STAMPING: R 137 1934
 FL0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0004+STABILITY: SURFACE MOTION
 FL0004
 FL0004  HISTORY     - Date     Condition        Report By
 FL0004  HISTORY     - 1934     MONUMENTED       CGS
 FL0004  HISTORY     - 1972     GOOD             USGS
 FL0004
 FL0004                          STATION DESCRIPTION
 FL0004
 FL0004'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0004'6.1 MI NW FROM CANADIAN.
 FL0004'2.2 MI. NE ALONG HWY. 60 AND 83 FROM THE POST OFFICE AT CANADIAN,
 FL0004'TEXAS, HEMPHILL CO., THENCE 3.9 MI. NW ALONG HWY. 83 FROM THE JUNCTION
 FL0004'OF HWYS. 60 AND 83, TO A GATE ON THE S. SIDE OF HWY. LEADING TO A
 FL0004'BARN.  515 FT. SW OF THE CENTER-LINE OF HWY. 83, 131 FT. S. AND 63 FT.
 FL0004'W. OF THE SW CORNER OF A BARN, 2 FT. S. OF A METAL WITNESS SIGN, A
 FL0004'STANDARD DISK STAMPED R 137 1934 AND SET IN THE TOP OF A CONCRETE
 FL0004'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1496 ***********************************************************************
 AY1496  DESIGNATION -  R 1377
 AY1496  PID         -  AY1496
 AY1496  STATE/COUNTY-  TX/WILSON
 AY1496  USGS QUAD   -  FLORESVILLE (1973)
 AY1496
 AY1496                         *CURRENT SURVEY CONTROL
 AY1496  ___________________________________________________________________
 AY1496* NAD 83(1986)-  29 13 00.     (N)    098 14 45.     (W)     SCALED    
 AY1496* NAVD 88     -       135.347  (meters)     444.05   (feet)  ADJUSTED  
 AY1496  ___________________________________________________________________
 AY1496  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY1496  DYNAMIC HT  -         135.153 (meters)     443.41  (feet)  COMP
 AY1496  MODELED GRAV-     979,208.9   (mgal)                       NAVD 88
 AY1496
 AY1496  VERT ORDER  -  FIRST     CLASS II
 AY1496
 AY1496.The horizontal coordinates were scaled from a topographic map and have
 AY1496.an estimated accuracy of +/- 6 seconds.
 AY1496
 AY1496.The orthometric height was determined by differential leveling
 AY1496.and adjusted by the National Geodetic Survey in June 1991..
 AY1496
 AY1496.The geoid height was determined by GEOID03.
 AY1496
 AY1496.The dynamic height is computed by dividing the NAVD 88
 AY1496.geopotential number by the normal gravity value computed on the
 AY1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1496.degrees latitude (g = 980.6199 gals.).
 AY1496
 AY1496.The modeled gravity was interpolated from observed gravity values.
 AY1496
 AY1496;                    North         East    Units  Estimated Accuracy
 AY1496;SPC TXSC     - 4,153,550.      673,320.      MT  (+/- 180 meters Scaled)
 AY1496
 AY1496                          SUPERSEDED SURVEY CONTROL
 AY1496
 AY1496.No superseded survey control is available for this station.
 AY1496
 AY1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT733322(NAD 83)
 AY1496_MARKER: I = METAL ROD
 AY1496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1496_SP_SET: STAINLESS STEEL ROD
 AY1496_STAMPING: R 1377 1981
 AY1496_MARK LOGO: NGS   
 AY1496_PROJECTION: FLUSH
 AY1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1496_ROD/PIPE-DEPTH: 9.8  meters
 AY1496
 AY1496  HISTORY     - Date     Condition        Report By
 AY1496  HISTORY     - 1981     MONUMENTED       NGS
 AY1496  HISTORY     - 19951021 GOOD             USPSQD
 AY1496
 AY1496                          STATION DESCRIPTION
 AY1496
 AY1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1496'10.1 KM (6.3 MI) SE FROM ELMENDORF.
 AY1496'10.1 KM (6.3 MI) SOUTHEAST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1496'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT A GRAVEL ROAD LEADING
 AY1496'SOUTHWEST, 43.6 METERS (143 FT) SOUTHWEST OF THE CENTER OF OLD CORPUS
 AY1496'CHRISTI ROAD, 9.8 METERS (32.0 FT) NORTHWEST OF THE CENTER OF THE
 AY1496'GRAVEL ROAD, 0.7 METER (2.3 FT) NORTHEAST OF POWERLINE POLE NUMBER
 AY1496'14-10-2 WITH TRANSFORMER, 0.9 METER (3.0 FT) NORTH-NORTHEAST OF A
 AY1496'TELEPHONE JUNCTION BOX, 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE,
 AY1496'31.7 METERS (104 FT) SOUTHWEST OF A CORNER FENCE POST.
 AY1496'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 AY1496
 AY1496                          STATION RECOVERY (1995)
 AY1496
 AY1496'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1959 ***********************************************************************
 AN1959  DESIGNATION -  R 1378
 AN1959  PID         -  AN1959
 AN1959  STATE/COUNTY-  TX/KARNES
 AN1959  USGS QUAD   -  KARNES CITY (1987)
 AN1959
 AN1959                         *CURRENT SURVEY CONTROL
 AN1959  ___________________________________________________________________
 AN1959* NAD 83(1986)-  28 54 56.     (N)    097 56 31.     (W)     SCALED    
 AN1959* NAVD 88     -        91.833  (meters)     301.29   (feet)  ADJUSTED  
 AN1959  ___________________________________________________________________
 AN1959  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AN1959  DYNAMIC HT  -          91.700 (meters)     300.85  (feet)  COMP
 AN1959  MODELED GRAV-     979,190.3   (mgal)                       NAVD 88
 AN1959
 AN1959  VERT ORDER  -  FIRST     CLASS II
 AN1959
 AN1959.The horizontal coordinates were scaled from a topographic map and have
 AN1959.an estimated accuracy of +/- 6 seconds.
 AN1959
 AN1959.The orthometric height was determined by differential leveling
 AN1959.and adjusted by the National Geodetic Survey in June 1991..
 AN1959
 AN1959.The geoid height was determined by GEOID03.
 AN1959
 AN1959.The dynamic height is computed by dividing the NAVD 88
 AN1959.geopotential number by the normal gravity value computed on the
 AN1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1959.degrees latitude (g = 980.6199 gals.).
 AN1959
 AN1959.The modeled gravity was interpolated from observed gravity values.
 AN1959
 AN1959;                    North         East    Units  Estimated Accuracy
 AN1959;SPC TXSC     - 4,120,410.      703,170.      MT  (+/- 180 meters Scaled)
 AN1959
 AN1959                          SUPERSEDED SURVEY CONTROL
 AN1959
 AN1959.No superseded survey control is available for this station.
 AN1959
 AN1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS031990(NAD 83)
 AN1959_MARKER: I = METAL ROD
 AN1959_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1959_SP_SET: STAINLESS STEEL ROD
 AN1959_STAMPING: R 1378 1981
 AN1959_MARK LOGO: NGS   
 AN1959_PROJECTION: RECESSED 5 CENTIMETERS
 AN1959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1959_ROD/PIPE-DEPTH: 6.4  meters
 AN1959
 AN1959  HISTORY     - Date     Condition        Report By
 AN1959  HISTORY     - 1981     MONUMENTED       NGS
 AN1959
 AN1959                          STATION DESCRIPTION
 AN1959
 AN1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1959'5.5 KM (3.45 MI) NW FROM KARNES CITY.
 AN1959'1.0 KM (0.6 MI) WEST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1959'COURTHOUSE IN KARNES CITY, THENCE 4.6 KM (2.85 MI) NORTHWEST ALONG
 AN1959'U.S. HIGHWAY 181, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST,
 AN1959'18.2 METERS (60.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AN1959'20.1 METERS (66.0 FT) NORTHWEST OF THE EXTENDED CENTER OF THE ROAD,
 AN1959'36.8 METERS (121 FT) NORTH AND ACROSS THE HIGHWAY FROM A TELEPHONE
 AN1959'JUNCTION BOX, 5.7 METERS (19.0 FT) SOUTHEAST OF THE CENTER OF A PIPE
 AN1959'AND WIRE GATE, 0.3 METER (1.0 FT) SOUTHWEST OF A WIRE FENCE.
 AN1959'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 AN1959'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1523 ***********************************************************************
 AY1523  DESIGNATION -  R 1379
 AY1523  PID         -  AY1523
 AY1523  STATE/COUNTY-  TX/BEXAR
 AY1523  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1523
 AY1523                         *CURRENT SURVEY CONTROL
 AY1523  ___________________________________________________________________
 AY1523* NAD 83(1986)-  29 26 21.     (N)    098 27 02.     (W)     SCALED    
 AY1523* NAVD 88     -       221.139  (meters)     725.52   (feet)  ADJUSTED  
 AY1523  ___________________________________________________________________
 AY1523  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY1523  DYNAMIC HT  -         220.817 (meters)     724.46  (feet)  COMP
 AY1523  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1523
 AY1523  VERT ORDER  -  FIRST     CLASS II
 AY1523
 AY1523.The horizontal coordinates were scaled from a topographic map and have
 AY1523.an estimated accuracy of +/- 6 seconds.
 AY1523
 AY1523.The orthometric height was determined by differential leveling
 AY1523.and adjusted by the National Geodetic Survey in June 1991..
 AY1523
 AY1523.The geoid height was determined by GEOID03.
 AY1523
 AY1523.The dynamic height is computed by dividing the NAVD 88
 AY1523.geopotential number by the normal gravity value computed on the
 AY1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1523.degrees latitude (g = 980.6199 gals.).
 AY1523
 AY1523.The modeled gravity was interpolated from observed gravity values.
 AY1523
 AY1523;                    North         East    Units  Estimated Accuracy
 AY1523;SPC TXSC     - 4,178,090.      653,300.      MT  (+/- 180 meters Scaled)
 AY1523
 AY1523                          SUPERSEDED SURVEY CONTROL
 AY1523
 AY1523.No superseded survey control is available for this station.
 AY1523
 AY1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT532567(NAD 83)
 AY1523_MARKER: DB = BENCH MARK DISK
 AY1523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1523_SP_SET: BRIDGE HEADWALL
 AY1523_STAMPING: R 1379 1980
 AY1523_MARK LOGO: NGS   
 AY1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1523
 AY1523  HISTORY     - Date     Condition        Report By
 AY1523  HISTORY     - 1980     MONUMENTED       NGS
 AY1523  HISTORY     - 1989     GOOD             USPSQD
 AY1523  HISTORY     - 19990213 GOOD             USPSQD
 AY1523
 AY1523                          STATION DESCRIPTION
 AY1523
 AY1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1523'IN SAN ANTONIO.
 AY1523'IN SAN ANTONIO, AT THE JUNCTION OF INTERSTATE 35 SOUTHBOUND AND NORTH
 AY1523'WALTERS STREET, 1.0 KM (0.65 MI) EAST ALONG INTERSTATE HIGHWAY 35 FROM
 AY1523'THE NEW BRAUNFELS AVENUE EXIT, IN TOP OF THE NORTHEAST END OF THE
 AY1523'NORTHEAST WINGWALL OF THE WALTERS STREET OVERPASS, 8.6 METERS
 AY1523'(28.1 FT) SOUTH OF THE CENTERLINE OF THE FRONTAGE ROAD, 7.2 METERS
 AY1523'(23.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE STREET.
 AY1523'NOTE-THE OVERPASS PIERS ARE DRILLED INTO HARD BLUE SHALE.
 AY1523'THE MARK IS ABOVE LEVEL WITH THE STREET.
 AY1523
 AY1523                          STATION RECOVERY (1989)
 AY1523
 AY1523'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1523'RECOVERED IN GOOD CONDITION.
 AY1523
 AY1523                          STATION RECOVERY (1999)
 AY1523
 AY1523'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0409 ***********************************************************************
 FM0409  DESIGNATION -  R 138
 FM0409  PID         -  FM0409
 FM0409  STATE/COUNTY-  TX/OLDHAM
 FM0409  USGS QUAD   -  BOISE (1966)
 FM0409
 FM0409                         *CURRENT SURVEY CONTROL
 FM0409  ___________________________________________________________________
 FM0409* NAD 83(1986)-  35 13 02.     (N)    102 51 17.     (W)     SCALED    
 FM0409* NAVD 88     -      1217.292  (meters)    3993.73   (feet)  ADJUSTED  
 FM0409  ___________________________________________________________________
 FM0409  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 FM0409  DYNAMIC HT  -        1215.802 (meters)    3988.84  (feet)  COMP
 FM0409  MODELED GRAV-     979,367.8   (mgal)                       NAVD 88
 FM0409
 FM0409  VERT ORDER  -  SECOND    CLASS 0
 FM0409
 FM0409.The horizontal coordinates were scaled from a topographic map and have
 FM0409.an estimated accuracy of +/- 6 seconds.
 FM0409
 FM0409.The orthometric height was determined by differential leveling
 FM0409.and adjusted by the National Geodetic Survey in June 1991..
 FM0409
 FM0409.The geoid height was determined by GEOID03.
 FM0409
 FM0409.The dynamic height is computed by dividing the NAVD 88
 FM0409.geopotential number by the normal gravity value computed on the
 FM0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0409.degrees latitude (g = 980.6199 gals.).
 FM0409
 FM0409.The modeled gravity was interpolated from observed gravity values.
 FM0409
 FM0409;                    North         East    Units  Estimated Accuracy
 FM0409;SPC TX N     - 1,135,880.       76,670.      MT  (+/- 180 meters Scaled)
 FM0409
 FM0409                          SUPERSEDED SURVEY CONTROL
 FM0409
 FM0409  NGVD 29 (??/??/92) 1216.725  (m)         3991.87   (f) ADJ UNCH    2 0
 FM0409
 FM0409.Superseded values are not recommended for survey control.
 FM0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0409.See file dsdata.txt to determine how the superseded data were derived.
 FM0409
 FM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU952992(NAD 83)
 FM0409_MARKER: DB = BENCH MARK DISK
 FM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0409_STAMPING: R-138 1934
 FM0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0409+STABILITY: SURFACE MOTION
 FM0409
 FM0409  HISTORY     - Date     Condition        Report By
 FM0409  HISTORY     - 1934     MONUMENTED       CGS
 FM0409  HISTORY     - 1966     GOOD             NGS
 FM0409
 FM0409                          STATION DESCRIPTION
 FM0409
 FM0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0409'11.1 MI E FROM GLENRIO.
 FM0409'11.1 MILES EAST OF ROCK ISLAND RR DEPOT AT GLENRIO 3 FEET EAST OF
 FM0409'SEVENTH TELEGRAPH POLE SOUTHWEST OF MILE POST 821.  240 FEET SOUTHEAST
 FM0409'OF CENTERLINE OF U. S. HIGHWAY 66.  44 FEET NORTHWEST OF CENTERLINE OF
 FM0409'ROCK ISLAND RAILROAD.
 FM0409
 FM0409                          STATION RECOVERY (1966)
 FM0409
 FM0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FM0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1069 ***********************************************************************
 AH1069  DESIGNATION -  R 1380
 AH1069  PID         -  AH1069
 AH1069  STATE/COUNTY-  TX/KLEBERG
 AH1069  USGS QUAD   -  RICARDO (1979)
 AH1069
 AH1069                         *CURRENT SURVEY CONTROL
 AH1069  ___________________________________________________________________
 AH1069* NAD 83(1986)-  27 23 52.     (N)    097 50 37.     (W)     SCALED    
 AH1069* NAVD 88     -        13.759  (meters)      45.14   (feet)  ADJUSTED  
 AH1069  ___________________________________________________________________
 AH1069  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AH1069  DYNAMIC HT  -          13.738 (meters)      45.07  (feet)  COMP
 AH1069  MODELED GRAV-     979,094.6   (mgal)                       NAVD 88
 AH1069
 AH1069  VERT ORDER  -  FIRST     CLASS II
 AH1069
 AH1069.The horizontal coordinates were scaled from a topographic map and have
 AH1069.an estimated accuracy of +/- 6 seconds.
 AH1069
 AH1069.The orthometric height was determined by differential leveling
 AH1069.and adjusted by the National Geodetic Survey in June 1991..
 AH1069
 AH1069.The geoid height was determined by GEOID03.
 AH1069
 AH1069.The dynamic height is computed by dividing the NAVD 88
 AH1069.geopotential number by the normal gravity value computed on the
 AH1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1069.degrees latitude (g = 980.6199 gals.).
 AH1069
 AH1069.The modeled gravity was interpolated from observed gravity values.
 AH1069
 AH1069;                    North         East    Units  Estimated Accuracy
 AH1069;SPC TX S     - 5,191,960.      364,910.      MT  (+/- 180 meters Scaled)
 AH1069
 AH1069                          SUPERSEDED SURVEY CONTROL
 AH1069
 AH1069.No superseded survey control is available for this station.
 AH1069
 AH1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR143310(NAD 83)
 AH1069_MARKER: I = METAL ROD
 AH1069_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1069_SP_SET: STAINLESS STEEL ROD
 AH1069_STAMPING: R 1380 1981
 AH1069_MARK LOGO: NGS   
 AH1069_PROJECTION: RECESSED 5 CENTIMETERS
 AH1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1069_ROD/PIPE-DEPTH: 8.5  meters
 AH1069
 AH1069  HISTORY     - Date     Condition        Report By
 AH1069  HISTORY     - 1981     MONUMENTED       NGS
 AH1069
 AH1069                          STATION DESCRIPTION
 AH1069
 AH1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1069'12.7 KM (7.85 MI) NNW FROM RIVIERA.
 AH1069'12.7 KM (7.85 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND
 AH1069'FROM THE JUNCTION OF STATE HIGHWAY 285 AND FARM ROAD 771 IN RIVIERA,
 AH1069'AT A BRICK ENTRANCE AND DRIVE LEADING EAST-NORTHEAST TO A RANCH HOUSE,
 AH1069'32.0 METERS (105 FT) EAST OF THE CENTERLINE OF HIGHWAY 77 NORTHBOUND,
 AH1069'30.8 METERS (101 FT) NORTH-NORTHWEST OF A PRIVATE ENTRANCE DRIVE
 AH1069'LEADING EAST-NORTHEAST, 36.3 METERS (119 FT) SOUTH-SOUTHEAST OF A
 AH1069'POWERLINE POLE, 23.2 METERS (76.0 FT) SOUTHEAST OF THE SOUTHERN END OF
 AH1069'A DOUBLE PIPE CULVERT CONCRETE HEADWALL, 22.3 METERS (73.0 FT)
 AH1069'NORTH-NORTHWEST OF THE WEST EDGE OF A BRICK ENTRANCE PILLAR, 0.3 METER
 AH1069'(1.0 FT) WEST OF A FENCE.
 AH1069'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 AH1069'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1939 ***********************************************************************
 AN1939  DESIGNATION -  R 1381
 AN1939  PID         -  AN1939
 AN1939  STATE/COUNTY-  TX/BEE
 AN1939  USGS QUAD   -  TULSITA (1987)
 AN1939
 AN1939                         *CURRENT SURVEY CONTROL
 AN1939  ___________________________________________________________________
 AN1939* NAD 83(1986)-  28 40 12.     (N)    097 49 23.     (W)     SCALED    
 AN1939* NAVD 88     -       100.819  (meters)     330.77   (feet)  ADJUSTED  
 AN1939  ___________________________________________________________________
 AN1939  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AN1939  DYNAMIC HT  -         100.669 (meters)     330.28  (feet)  COMP
 AN1939  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 AN1939
 AN1939  VERT ORDER  -  FIRST     CLASS II
 AN1939
 AN1939.The horizontal coordinates were scaled from a topographic map and have
 AN1939.an estimated accuracy of +/- 6 seconds.
 AN1939
 AN1939.The orthometric height was determined by differential leveling
 AN1939.and adjusted by the National Geodetic Survey in June 1991..
 AN1939
 AN1939.The geoid height was determined by GEOID03.
 AN1939
 AN1939.The dynamic height is computed by dividing the NAVD 88
 AN1939.geopotential number by the normal gravity value computed on the
 AN1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1939.degrees latitude (g = 980.6199 gals.).
 AN1939
 AN1939.The modeled gravity was interpolated from observed gravity values.
 AN1939
 AN1939;                    North         East    Units  Estimated Accuracy
 AN1939;SPC TXSC     - 4,093,310.      715,030.      MT  (+/- 180 meters Scaled)
 AN1939
 AN1939                          SUPERSEDED SURVEY CONTROL
 AN1939
 AN1939.No superseded survey control is available for this station.
 AN1939
 AN1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS150719(NAD 83)
 AN1939_MARKER: I = METAL ROD
 AN1939_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1939_SP_SET: STAINLESS STEEL ROD
 AN1939_STAMPING: R 1381 1981
 AN1939_MARK LOGO: NGS   
 AN1939_PROJECTION: RECESSED 7 CENTIMETERS
 AN1939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1939_ROD/PIPE-DEPTH: 6.8  meters
 AN1939
 AN1939  HISTORY     - Date     Condition        Report By
 AN1939  HISTORY     - 1981     MONUMENTED       NGS
 AN1939
 AN1939                          STATION DESCRIPTION
 AN1939
 AN1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1939'6.4 KM (4.0 MI) NORTH FROM PETTUS.
 AN1939'6.4 KM (4.0 MI) NORTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF FARM
 AN1939'ROAD 623 IN PETTUS, AT THE BEE-KARNES COUNTY LINE AND THE JUNCTION OF
 AN1939'FARM ROAD 743, 17.6 METERS (58.0 FT) WEST OF THE CENTERLINE OF THE
 AN1939'HIGHWAY, 30.7 METERS (101 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF
 AN1939'THE FARM ROAD, 45.1 METERS (148 FT) SOUTHEAST OF A CORNER FENCE POST,
 AN1939'1.8 METERS (6.0 FT) SOUTH-SOUTHWEST OF A CONCRETE POST WITH A TEXAS
 AN1939'BRONZE PLAQUE STAMPED F.A.P. 151-ABC ST A. 0+00 AND BUILT IN 1938,
 AN1939'0.6 METER (2.0 FT) SOUTH-SOUTHEAST OF THE COUNTY LINE MARKER,
 AN1939'0.3 METER (1.0 FT) NORTHEAST OF A FENCE.  ROD WAS DRIVEN TO REFUSAL.
 AN1939'THE MARK IS 0.43 METERS  NNW FROM A WITNESS POST.
 AN1939'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1907 ***********************************************************************
 AN1907  DESIGNATION -  R 1382
 AN1907  PID         -  AN1907
 AN1907  STATE/COUNTY-  TX/BEE
 AN1907  USGS QUAD   -  SKIDMORE (1979)
 AN1907
 AN1907                         *CURRENT SURVEY CONTROL
 AN1907  ___________________________________________________________________
 AN1907* NAD 83(1986)-  28 15 55.     (N)    097 41 21.     (W)     SCALED    
 AN1907* NAVD 88     -        44.166  (meters)     144.90   (feet)  ADJUSTED  
 AN1907  ___________________________________________________________________
 AN1907  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1907  DYNAMIC HT  -          44.099 (meters)     144.68  (feet)  COMP
 AN1907  MODELED GRAV-     979,142.9   (mgal)                       NAVD 88
 AN1907
 AN1907  VERT ORDER  -  FIRST     CLASS II
 AN1907
 AN1907.The horizontal coordinates were scaled from a topographic map and have
 AN1907.an estimated accuracy of +/- 6 seconds.
 AN1907
 AN1907.The orthometric height was determined by differential leveling
 AN1907.and adjusted by the National Geodetic Survey in June 1991..
 AN1907
 AN1907.The geoid height was determined by GEOID03.
 AN1907
 AN1907.The dynamic height is computed by dividing the NAVD 88
 AN1907.geopotential number by the normal gravity value computed on the
 AN1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1907.degrees latitude (g = 980.6199 gals.).
 AN1907
 AN1907.The modeled gravity was interpolated from observed gravity values.
 AN1907
 AN1907;                    North         East    Units  Estimated Accuracy
 AN1907;SPC TXSC     - 4,048,600.      728,620.      MT  (+/- 180 meters Scaled)
 AN1907
 AN1907                          SUPERSEDED SURVEY CONTROL
 AN1907
 AN1907.No superseded survey control is available for this station.
 AN1907
 AN1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS285272(NAD 83)
 AN1907_MARKER: I = METAL ROD
 AN1907_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1907_SP_SET: STAINLESS STEEL ROD
 AN1907_STAMPING: R 1382 1981
 AN1907_MARK LOGO: NGS   
 AN1907_PROJECTION: RECESSED 4 CENTIMETERS
 AN1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1907+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 AN1907_ROD/PIPE-DEPTH: 4.5  meters
 AN1907
 AN1907  HISTORY     - Date     Condition        Report By
 AN1907  HISTORY     - 1981     MONUMENTED       NGS
 AN1907  HISTORY     - 19970725 GOOD             USPSQD
 AN1907  HISTORY     - 20050611 GOOD             USPSQD
 AN1907
 AN1907                          STATION DESCRIPTION
 AN1907
 AN1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1907'1.7 KM (1.05 MI) NW FROM SKIDMORE.
 AN1907'1.7 KM (1.05 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE
 AN1907'JUNCTION OF STATE HIGHWAY 359 IN SKIDMORE, APPROXIMATELY 100 METERS
 AN1907'NORTH-NORTHWEST OF A HIGHWAY CROSSOVER, 20.1 METERS (66.0 FT)
 AN1907'EAST-NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 AN1907'HIGHWAY, 46.0 METERS (151 FT) NORTH-NORTHWEST OF THE CENTER OF A DRIVE
 AN1907'LEADING EAST THROUGH A METAL GATE TO A HOUSE, 1.7 METERS (5.5 FT)
 AN1907'NORTH-NORTHWEST OF A POWERLINE POLE, 0.2 METER (0.5 FT) SOUTHWEST OF
 AN1907'THE RIGHT-OF-WAY FENCE.  ROD WAS DRIVEN TO REFUSAL.
 AN1907'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 AN1907'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1907
 AN1907                          STATION RECOVERY (1997)
 AN1907
 AN1907'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1907'RECOVERED IN GOOD CONDITION.
 AN1907
 AN1907                          STATION RECOVERY (2005)
 AN1907
 AN1907'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AN1907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0435 ***********************************************************************
 CE0435  DESIGNATION -  R 1383
 CE0435  PID         -  CE0435
 CE0435  STATE/COUNTY-  TX/EL PASO
 CE0435  USGS QUAD   -  SMELTERTOWN (1994)
 CE0435
 CE0435                         *CURRENT SURVEY CONTROL
 CE0435  ___________________________________________________________________
 CE0435* NAD 83(1986)-  31 49 03.     (N)    106 33 44.     (W)     SCALED    
 CE0435* NAVD 88     -      1139.191  (meters)    3737.50   (feet)  ADJUSTED  
 CE0435  ___________________________________________________________________
 CE0435  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0435  DYNAMIC HT  -        1137.502 (meters)    3731.95  (feet)  COMP
 CE0435  MODELED GRAV-     979,116.9   (mgal)                       NAVD 88
 CE0435
 CE0435  VERT ORDER  -  FIRST     CLASS II
 CE0435
 CE0435.The horizontal coordinates were scaled from a topographic map and have
 CE0435.an estimated accuracy of +/- 6 seconds.
 CE0435
 CE0435.The orthometric height was determined by differential leveling
 CE0435.and adjusted by the National Geodetic Survey in June 1991..
 CE0435
 CE0435.The geoid height was determined by GEOID03.
 CE0435
 CE0435.The dynamic height is computed by dividing the NAVD 88
 CE0435.geopotential number by the normal gravity value computed on the
 CE0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0435.degrees latitude (g = 980.6199 gals.).
 CE0435
 CE0435.The modeled gravity was interpolated from observed gravity values.
 CE0435
 CE0435;                    North         East    Units  Estimated Accuracy
 CE0435;SPC TX C     - 3,254,950.      110,570.      MT  (+/- 180 meters Scaled)
 CE0435
 CE0435                          SUPERSEDED SURVEY CONTROL
 CE0435
 CE0435.No superseded survey control is available for this station.
 CE0435
 CE0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR521212(NAD 83)
 CE0435_MARKER: I = METAL ROD
 CE0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0435_SP_SET: STAINLESS STEEL ROD
 CE0435_STAMPING: R 1383 1981
 CE0435_MARK LOGO: NGS   
 CE0435_PROJECTION: FLUSH
 CE0435_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0435+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0435_ROD/PIPE-DEPTH: 7.3  meters
 CE0435
 CE0435  HISTORY     - Date     Condition        Report By
 CE0435  HISTORY     - 1981     MONUMENTED       NGS
 CE0435  HISTORY     - 19940418 GOOD             NGS
 CE0435  HISTORY     - 19951226 GOOD             USPSQD
 CE0435  HISTORY     - 20030622 GOOD             NGS
 CE0435  HISTORY     - 20050401 GOOD             USPSQD
 CE0435
 CE0435                          STATION DESCRIPTION
 CE0435
 CE0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0435'IN EL PASO.
 CE0435'THE MARK IS 0.1 M ABOVE THE ROAD.
 CE0435'IN EL PASO, AT THE JUNCTION OF DONIPHAN ROAD AND FRONTERA ROAD,
 CE0435'18.1 METERS (59.5 FT) SOUTHEAST OF THE CENTER OF FRONTERA ROAD,
 CE0435'17.8 METERS (58.3 FT) SOUTHWEST OF THE CENTER OF DONIPHAN ROAD,
 CE0435'5.2 METERS (17.2 FT) NORTHEAST OF THE NEAR RAIL OF THE ATCHISON,
 CE0435'TOPEKA AND SANTA FE RAILROAD, 3.0 METERS (10.0 FT) SOUTHEAST OF
 CE0435'A 4 BY 6 FT METAL BUILDING AND 1.2 METERS (4.0 FT) SOUTHWEST OF A
 CE0435'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CE0435'LOGO CAP.
 CE0435'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CE0435
 CE0435                          STATION RECOVERY (1994)
 CE0435
 CE0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0435'IN EL PASO, AT THE INTERSECTION OF DONIPHAN AND FRONTERA ROADS, 20.6 M
 CE0435'(67.6 FT) SOUTHEAST OF THE CENTERLINE OF FRONTERA ROAD, 17.8 M
 CE0435'(58.4 FT) SOUTHWEST OF THE CENTERLINE OF DONIPHAN ROAD, 5.2 M
 CE0435'(17.1 FT) NORTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 3.3 M
 CE0435'(10.8 FT) SOUTHEAST OF THE SOUTH CORNER OF A METAL RAILROAD SIGNAL
 CE0435'CONTROL BUILDING, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST, AND 0.5
 CE0435'M (1.6 FT) ABOVE THE LEVEL OF DONIPHAN ROAD. NOTE--ACCESS TO THE
 CE0435'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0435
 CE0435                          STATION RECOVERY (1995)
 CE0435
 CE0435'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0435'RECOVERED IN GOOD CONDITION.
 CE0435
 CE0435                          STATION RECOVERY (2003)
 CE0435
 CE0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0435'STATION IS 2 FEET BELOW GRADE.  LOGO CAP IS GONE.  MARK GETS COVERED
 CE0435'IN GRAVEL EASILY.  STAMPING APPEARS TO BE 'R 21383 1981.'
 CE0435
 CE0435                          STATION RECOVERY (2005)
 CE0435
 CE0435'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1055 ***********************************************************************
 AH1055  DESIGNATION -  R 1385
 AH1055  PID         -  AH1055
 AH1055  STATE/COUNTY-  TX/NUECES
 AH1055  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1055
 AH1055                         *CURRENT SURVEY CONTROL
 AH1055  ___________________________________________________________________
 AH1055* NAD 83(1986)-  27 35 03.     (N)    097 47 49.     (W)     SCALED    
 AH1055* NAVD 88     -        17.707  (meters)      58.09   (feet)  ADJUSTED  
 AH1055  ___________________________________________________________________
 AH1055  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AH1055  DYNAMIC HT  -          17.679 (meters)      58.00  (feet)  COMP
 AH1055  MODELED GRAV-     979,102.4   (mgal)                       NAVD 88
 AH1055
 AH1055  VERT ORDER  -  FIRST     CLASS II
 AH1055
 AH1055.The horizontal coordinates were scaled from a topographic map and have
 AH1055.an estimated accuracy of +/- 6 seconds.
 AH1055
 AH1055.The orthometric height was determined by differential leveling
 AH1055.and adjusted by the National Geodetic Survey in June 1991..
 AH1055
 AH1055.The geoid height was determined by GEOID03.
 AH1055
 AH1055.The dynamic height is computed by dividing the NAVD 88
 AH1055.geopotential number by the normal gravity value computed on the
 AH1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1055.degrees latitude (g = 980.6199 gals.).
 AH1055
 AH1055.The modeled gravity was interpolated from observed gravity values.
 AH1055
 AH1055;                    North         East    Units  Estimated Accuracy
 AH1055;SPC TX S     - 5,212,640.      369,410.      MT  (+/- 180 meters Scaled)
 AH1055
 AH1055                          SUPERSEDED SURVEY CONTROL
 AH1055
 AH1055.No superseded survey control is available for this station.
 AH1055
 AH1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR187517(NAD 83)
 AH1055_MARKER: I = METAL ROD
 AH1055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH1055_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AH1055_STAMPING: R 1385 1981
 AH1055_MARK LOGO: NGS   
 AH1055_PROJECTION: FLUSH
 AH1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1055+STABILITY: POSITION/ELEVATION WELL
 AH1055_ROD/PIPE-DEPTH: 14.9 meters
 AH1055_SLEEVE-DEPTH  : 13.4 meters
 AH1055
 AH1055  HISTORY     - Date     Condition        Report By
 AH1055  HISTORY     - 1981     MONUMENTED       NGS
 AH1055  HISTORY     - 19970726 GOOD             USPSQD
 AH1055  HISTORY     - 20010331 GOOD             NGS
 AH1055
 AH1055                          STATION DESCRIPTION
 AH1055
 AH1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1055'IN BISHOP.
 AH1055'AT THE ST. JOHN LUTHERAN CHURCH, IN THE LAWN BY THE CHURCH SIGN AT THE
 AH1055'SOUTHWEST CORNER OF THE CHURCH THAT IS LOCATED AT THE JUNCTION OF EAST
 AH1055'MAIN STREET AND NORTH CEDAR STREET, 9.1 METERS (30.0 FT) SOUTHWEST OF
 AH1055'THE SOUTHWEST CORNER OF THE CHURCH, 6.7 METERS (22.0 FT)
 AH1055'EAST-SOUTHEAST OF THE EAST CURB OF CEDAR STREET, 8.5 METERS (28.0 FT)
 AH1055'NORTH-NORTHEAST OF THE NORTH CURB OF MAIN STREET, 14.6 METERS
 AH1055'(48.0 FT) WEST OF THE EXTENDED CENTER OF TWO DOORS, AT THE MAIN
 AH1055'ENTRANCE TO THE CHURCH, 8.0 METERS (26.5 FT) NORTH-NORTHEAST OF THE
 AH1055'CENTER OF A ROUND MANHOLE COVER, 2.7 METERS (9.0 FT) NORTHWEST OF THE
 AH1055'NORTHEAST CORNER OF THE CHURCH SIGN AND 7.0 METERS (23.0 FT) SOUTH OF
 AH1055'THE SOUTH EDGE OF AN EAST-WEST SIDEWALK LEADING TO THE CHURCH.
 AH1055'THE MARK IS 0.16 M ABOVE THE STREETS.
 AH1055
 AH1055                          STATION RECOVERY (1997)
 AH1055
 AH1055'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1055'RECOVERED IN GOOD CONDITION.
 AH1055
 AH1055                          STATION RECOVERY (2001)
 AH1055
 AH1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1055'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1593 ***********************************************************************
 AY1593  DESIGNATION -  R 1387
 AY1593  PID         -  AY1593
 AY1593  STATE/COUNTY-  TX/UVALDE
 AY1593  USGS QUAD   -  KNIPPA (1971)
 AY1593
 AY1593                         *CURRENT SURVEY CONTROL
 AY1593  ___________________________________________________________________
 AY1593* NAD 83(1986)-  29 17 06.     (N)    099 40 35.     (W)     SCALED    
 AY1593* NAVD 88     -       296.556  (meters)     972.95   (feet)  ADJUSTED  
 AY1593  ___________________________________________________________________
 AY1593  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AY1593  DYNAMIC HT  -         296.125 (meters)     971.54  (feet)  COMP
 AY1593  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY1593
 AY1593  VERT ORDER  -  FIRST     CLASS II
 AY1593
 AY1593.The horizontal coordinates were scaled from a topographic map and have
 AY1593.an estimated accuracy of +/- 6 seconds.
 AY1593
 AY1593.The orthometric height was determined by differential leveling
 AY1593.and adjusted by the National Geodetic Survey in June 1991..
 AY1593
 AY1593.The geoid height was determined by GEOID03.
 AY1593
 AY1593.The dynamic height is computed by dividing the NAVD 88
 AY1593.geopotential number by the normal gravity value computed on the
 AY1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1593.degrees latitude (g = 980.6199 gals.).
 AY1593
 AY1593.The modeled gravity was interpolated from observed gravity values.
 AY1593
 AY1593;                    North         East    Units  Estimated Accuracy
 AY1593;SPC TXSC     - 4,161,070.      534,280.      MT  (+/- 180 meters Scaled)
 AY1593
 AY1593                          SUPERSEDED SURVEY CONTROL
 AY1593
 AY1593.No superseded survey control is available for this station.
 AY1593
 AY1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT343397(NAD 83)
 AY1593_MARKER: I = METAL ROD
 AY1593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1593_SP_SET: STAINLESS STEEL ROD
 AY1593_STAMPING: R 1387 1982
 AY1593_MARK LOGO: NGS   
 AY1593_PROJECTION: FLUSH
 AY1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1593+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AY1593_ROD/PIPE-DEPTH: 8.5  meters
 AY1593
 AY1593  HISTORY     - Date     Condition        Report By
 AY1593  HISTORY     - 1982     MONUMENTED       NGS
 AY1593  HISTORY     - 1988     GOOD             USPSQD
 AY1593  HISTORY     - 20041007 GOOD             USPSQD
 AY1593
 AY1593                          STATION DESCRIPTION
 AY1593
 AY1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1593'4.2 KM (2.6 MI) SW FROM KNIPPA.
 AY1593'4.2 KM (2.6 MI) WEST SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION
 AY1593'OF FARM ROAD 1049 SOUTH IN KNIPPA, ACROSS RAILROAD TRACKS AND SOUTH OF
 AY1593'THE SOUTHERN PACIFIC RAILROAD SIGNAL NUMBER 2929, 28.5 METERS
 AY1593'(93.6 FT) NORTHWEST OF CENTERLINE OF HIGHWAY, 10.7 METERS (35.0 FT)
 AY1593'SOUTHEAST OF SOUTHEAST RAIL (SLOPE MEASUREMENT), 10.1 METERS (33.0 FT)
 AY1593'WEST SOUTHWEST OF APPROXIMATE EXTENDED CENTER OF A GRAVELED ROAD
 AY1593'LEADING SOUTH, 13.1 METERS (43.0 FT) WEST NORTHWEST OF A HIGH VOLTAGE
 AY1593'LINE SUPPORT POLE, AND 0.79 METERS (2.6 FT) WEST SOUTHWEST OF A HIGH
 AY1593'VOLTAGE LINE SUPPORT POLE.
 AY1593'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AY1593'THE MARK IS 0.91 M BELOW RAILROAD TRACKS.
 AY1593
 AY1593                          STATION RECOVERY (1988)
 AY1593
 AY1593'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1593'RECOVERED IN GOOD CONDITION.
 AY1593
 AY1593                          STATION RECOVERY (2004)
 AY1593
 AY1593'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0807 ***********************************************************************
 CD0807  DESIGNATION -  R 1389
 CD0807  PID         -  CD0807
 CD0807  STATE/COUNTY-  TX/HUDSPETH
 CD0807  USGS QUAD   -  ALLAMOORE (1964)
 CD0807
 CD0807                         *CURRENT SURVEY CONTROL
 CD0807  ___________________________________________________________________
 CD0807* NAD 83(1986)-  31 04 40.     (N)    105 00 12.     (W)     SCALED    
 CD0807* NAVD 88     -      1387.165  (meters)    4551.06   (feet)  ADJUSTED  
 CD0807  ___________________________________________________________________
 CD0807  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0807  DYNAMIC HT  -        1384.955 (meters)    4543.81  (feet)  COMP
 CD0807  MODELED GRAV-     978,998.6   (mgal)                       NAVD 88
 CD0807
 CD0807  VERT ORDER  -  FIRST     CLASS II
 CD0807
 CD0807.The horizontal coordinates were scaled from a topographic map and have
 CD0807.an estimated accuracy of +/- 6 seconds.
 CD0807
 CD0807.The orthometric height was determined by differential leveling
 CD0807.and adjusted by the National Geodetic Survey in June 1991..
 CD0807
 CD0807.The geoid height was determined by GEOID03.
 CD0807
 CD0807.The dynamic height is computed by dividing the NAVD 88
 CD0807.geopotential number by the normal gravity value computed on the
 CD0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0807.degrees latitude (g = 980.6199 gals.).
 CD0807
 CD0807.The modeled gravity was interpolated from observed gravity values.
 CD0807
 CD0807;                    North         East    Units  Estimated Accuracy
 CD0807;SPC TX C     - 3,165,780.      254,540.      MT  (+/- 180 meters Scaled)
 CD0807
 CD0807                          SUPERSEDED SURVEY CONTROL
 CD0807
 CD0807.No superseded survey control is available for this station.
 CD0807
 CD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ996382(NAD 83)
 CD0807_MARKER: I = METAL ROD
 CD0807_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0807_SP_SET: STAINLESS STEEL ROD
 CD0807_STAMPING: R 1389 1981
 CD0807_MARK LOGO: NGS   
 CD0807_PROJECTION: FLUSH
 CD0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0807+STABILITY: POSITION/ELEVATION WELL
 CD0807_ROD/PIPE-DEPTH: 5.8  meters
 CD0807
 CD0807  HISTORY     - Date     Condition        Report By
 CD0807  HISTORY     - 1981     MONUMENTED       NGS
 CD0807
 CD0807                          STATION DESCRIPTION
 CD0807
 CD0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0807'18.1 KM (11.25 MI) WEST FROM VAN HORN.
 CD0807'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0807'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI)
 CD0807'NORTH ALONG A PAVED ROAD TURNING TO GRAVELED, THENCE 0.2 KM (0.1 MI)
 CD0807'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, 43.9 METERS (144.0 FT)
 CD0807'EAST-SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 11.7 METERS (38.5 FT)
 CD0807'NORTH-NORTHWEST OF THE NEAR RAIL AND 2.2 METERS (7.3 FT)
 CD0807'WEST-NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 CD0807'IS THROUGH A 5-INCH LOGO CAP.
 CD0807'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 CD0807'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0330 ***********************************************************************
 BQ0330  DESIGNATION -  R 1390
 BQ0330  PID         -  BQ0330
 BQ0330  STATE/COUNTY-  TX/CULBERSON
 BQ0330  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0330
 BQ0330                         *CURRENT SURVEY CONTROL
 BQ0330  ___________________________________________________________________
 BQ0330* NAD 83(1986)-  30 55 06.     (N)    104 48 26.     (W)     SCALED    
 BQ0330* NAVD 88     -      1223.295  (meters)    4013.43   (feet)  ADJUSTED  
 BQ0330  ___________________________________________________________________
 BQ0330  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BQ0330  DYNAMIC HT  -        1221.353 (meters)    4007.06  (feet)  COMP
 BQ0330  MODELED GRAV-     979,011.6   (mgal)                       NAVD 88
 BQ0330
 BQ0330  VERT ORDER  -  FIRST     CLASS II
 BQ0330
 BQ0330.The horizontal coordinates were scaled from a topographic map and have
 BQ0330.an estimated accuracy of +/- 6 seconds.
 BQ0330
 BQ0330.The orthometric height was determined by differential leveling
 BQ0330.and adjusted by the National Geodetic Survey in June 1991..
 BQ0330
 BQ0330.The geoid height was determined by GEOID03.
 BQ0330
 BQ0330.The dynamic height is computed by dividing the NAVD 88
 BQ0330.geopotential number by the normal gravity value computed on the
 BQ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0330.degrees latitude (g = 980.6199 gals.).
 BQ0330
 BQ0330.The modeled gravity was interpolated from observed gravity values.
 BQ0330
 BQ0330;                    North         East    Units  Estimated Accuracy
 BQ0330;SPC TX C     - 3,147,350.      272,530.      MT  (+/- 180 meters Scaled)
 BQ0330
 BQ0330                          SUPERSEDED SURVEY CONTROL
 BQ0330
 BQ0330.No superseded survey control is available for this station.
 BQ0330
 BQ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ184205(NAD 83)
 BQ0330_MARKER: I = METAL ROD
 BQ0330_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0330_SP_SET: STAINLESS STEEL ROD
 BQ0330_STAMPING: R 1390 1981
 BQ0330_MARK LOGO: NGS   
 BQ0330_PROJECTION: FLUSH
 BQ0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0330+STABILITY: POSITION/ELEVATION WELL
 BQ0330_ROD/PIPE-DEPTH: 7.3  meters
 BQ0330
 BQ0330  HISTORY     - Date     Condition        Report By
 BQ0330  HISTORY     - 1981     MONUMENTED       NGS
 BQ0330
 BQ0330                          STATION DESCRIPTION
 BQ0330
 BQ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0330'13.2 KM (8.2 MI) SE FROM VAN HORN.
 BQ0330'13.2 KM (8.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0330'WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 1.1 KM (0.7 MI) SOUTHEAST OF A
 BQ0330'RAILROAD OVERPASS, 24.8 METERS (81.5 FT) SOUTH OF THE WEST POST OF A
 BQ0330'HIGHWAY SIGN (VALENTINE 30 MARFA 65), 18.3 METERS (59.9 FT)
 BQ0330'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 BQ0330'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 24.0
 BQ0330'FT.
 BQ0330'THE MARK IS 0.6 METERS  ENE FROM  A WITNESS POST AND FENCE
 BQ0330'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0551 ***********************************************************************
 CC0551  DESIGNATION -  R 1391
 CC0551  PID         -  CC0551
 CC0551  STATE/COUNTY-  TX/REEVES
 CC0551  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0551
 CC0551                         *CURRENT SURVEY CONTROL
 CC0551  ___________________________________________________________________
 CC0551* NAD 83(1986)-  31 44 43.     (N)    103 50 24.     (W)     SCALED    
 CC0551* NAVD 88     -       861.757  (meters)    2827.28   (feet)  ADJUSTED  
 CC0551  ___________________________________________________________________
 CC0551  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CC0551  DYNAMIC HT  -         860.476 (meters)    2823.08  (feet)  COMP
 CC0551  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 CC0551
 CC0551  VERT ORDER  -  FIRST     CLASS II
 CC0551
 CC0551.The horizontal coordinates were scaled from a topographic map and have
 CC0551.an estimated accuracy of +/- 6 seconds.
 CC0551
 CC0551.The orthometric height was determined by differential leveling
 CC0551.and adjusted by the National Geodetic Survey in June 1991..
 CC0551
 CC0551.The geoid height was determined by GEOID03.
 CC0551
 CC0551.The dynamic height is computed by dividing the NAVD 88
 CC0551.geopotential number by the normal gravity value computed on the
 CC0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0551.degrees latitude (g = 980.6199 gals.).
 CC0551
 CC0551.The modeled gravity was interpolated from observed gravity values.
 CC0551
 CC0551;                    North         East    Units  Estimated Accuracy
 CC0551;SPC TX C     - 3,235,670.      367,800.      MT  (+/- 180 meters Scaled)
 CC0551
 CC0551                          SUPERSEDED SURVEY CONTROL
 CC0551
 CC0551.No superseded survey control is available for this station.
 CC0551
 CC0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR098127(NAD 83)
 CC0551_MARKER: I = METAL ROD
 CC0551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0551_SP_SET: STAINLESS STEEL ROD
 CC0551_STAMPING: R 1391 1981
 CC0551_MARK LOGO: NGS   
 CC0551_PROJECTION: FLUSH
 CC0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0551+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 CC0551_ROD/PIPE-DEPTH: 3.4  meters
 CC0551
 CC0551  HISTORY     - Date     Condition        Report By
 CC0551  HISTORY     - 1981     MONUMENTED       NGS
 CC0551  HISTORY     - 20050702 GOOD             USPSQD
 CC0551
 CC0551                          STATION DESCRIPTION
 CC0551
 CC0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0551'10.8 KM (6.7 MI) SE FROM ORLA.
 CC0551'10.8 KM (6.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0551'WITH FARM ROAD 652 IN ORLA, 0.6 KM (0.4 MI) NORTHWEST OF A GRAVELED
 CC0551'ROAD LEADING SOUTHWEST, 27.7 METERS (90.8 FT) SOUTHWEST OF THE
 CC0551'CENTERLINE OF THE HIGHWAY, AND 4.5 METERS (14.7 FT) SOUTH-SOUTHEAST
 CC0551'OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 3.3 METERS (11.0 FT).
 CC0551'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0551'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 CC0551'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CC0551
 CC0551                          STATION RECOVERY (2005)
 CC0551
 CC0551'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CC0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0830 ***********************************************************************
 CD0830  DESIGNATION -  R 1392
 CD0830  PID         -  CD0830
 CD0830  STATE/COUNTY-  TX/HUDSPETH
 CD0830  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0830
 CD0830                         *CURRENT SURVEY CONTROL
 CD0830  ___________________________________________________________________
 CD0830* NAD 83(1986)-  31 49 57.     (N)    105 51 37.     (W)     SCALED    
 CD0830* NAVD 88     -      1588.676  (meters)    5212.18   (feet)  ADJUSTED  
 CD0830  ___________________________________________________________________
 CD0830  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CD0830  DYNAMIC HT  -        1586.185 (meters)    5204.01  (feet)  COMP
 CD0830  MODELED GRAV-     979,014.8   (mgal)                       NAVD 88
 CD0830
 CD0830  VERT ORDER  -  FIRST     CLASS II
 CD0830
 CD0830.The horizontal coordinates were scaled from a topographic map and have
 CD0830.an estimated accuracy of +/- 6 seconds.
 CD0830
 CD0830.The orthometric height was determined by differential leveling
 CD0830.and adjusted by the National Geodetic Survey in June 1991..
 CD0830
 CD0830.The geoid height was determined by GEOID03.
 CD0830
 CD0830.The dynamic height is computed by dividing the NAVD 88
 CD0830.geopotential number by the normal gravity value computed on the
 CD0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0830.degrees latitude (g = 980.6199 gals.).
 CD0830
 CD0830.The modeled gravity was interpolated from observed gravity values.
 CD0830
 CD0830;                    North         East    Units  Estimated Accuracy
 CD0830;SPC TX C     - 3,253,100.      177,020.      MT  (+/- 180 meters Scaled)
 CD0830
 CD0830                          SUPERSEDED SURVEY CONTROL
 CD0830
 CD0830.No superseded survey control is available for this station.
 CD0830
 CD0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR185221(NAD 83)
 CD0830_MARKER: I = METAL ROD
 CD0830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0830_SP_SET: STAINLESS STEEL ROD
 CD0830_STAMPING: R 1392 1981
 CD0830_MARK LOGO: NGS   
 CD0830_PROJECTION: FLUSH
 CD0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0830_ROD/PIPE-DEPTH: 4.9  meters
 CD0830
 CD0830  HISTORY     - Date     Condition        Report By
 CD0830  HISTORY     - 1981     MONUMENTED       NGS
 CD0830
 CD0830                          STATION DESCRIPTION
 CD0830
 CD0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0830'55.9 KM (34.75 MI) EAST FROM EL PASO.
 CD0830'55.9 KM (34.75 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0830'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0830'AT A FIELD ENTRANCE ROAD, 22.9 METERS (75.0 FT) NORTHWEST OF THE
 CD0830'CENTERLINE OF THE HIGHWAY, 4.9 METERS (16.2 FT) NORTHEAST OF THE
 CD0830'CENTER OF THE ROAD AND A WIRE GATE AND 0.4 METER (1.3 FT) SOUTHEAST
 CD0830'OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CD0830'CAP.
 CD0830'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 CD0830'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0761 ***********************************************************************
 CD0761  DESIGNATION -  R 1393
 CD0761  PID         -  CD0761
 CD0761  STATE/COUNTY-  TX/HUDSPETH
 CD0761  USGS QUAD   -  ACALA (1972)
 CD0761
 CD0761                         *CURRENT SURVEY CONTROL
 CD0761  ___________________________________________________________________
 CD0761* NAD 83(1986)-  31 18 31.     (N)    105 53 06.     (W)     SCALED    
 CD0761* NAVD 88     -      1077.583  (meters)    3535.37   (feet)  ADJUSTED  
 CD0761  ___________________________________________________________________
 CD0761  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CD0761  DYNAMIC HT  -        1075.894 (meters)    3529.83  (feet)  COMP
 CD0761  MODELED GRAV-     979,037.2   (mgal)                       NAVD 88
 CD0761
 CD0761  VERT ORDER  -  FIRST     CLASS II
 CD0761
 CD0761.The horizontal coordinates were scaled from a topographic map and have
 CD0761.an estimated accuracy of +/- 6 seconds.
 CD0761
 CD0761.The orthometric height was determined by differential leveling
 CD0761.and adjusted by the National Geodetic Survey in June 1991..
 CD0761
 CD0761.The geoid height was determined by GEOID03.
 CD0761
 CD0761.The dynamic height is computed by dividing the NAVD 88
 CD0761.geopotential number by the normal gravity value computed on the
 CD0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0761.degrees latitude (g = 980.6199 gals.).
 CD0761
 CD0761.The modeled gravity was interpolated from observed gravity values.
 CD0761
 CD0761;                    North         East    Units  Estimated Accuracy
 CD0761;SPC TX C     - 3,195,200.      171,780.      MT  (+/- 180 meters Scaled)
 CD0761
 CD0761                          SUPERSEDED SURVEY CONTROL
 CD0761
 CD0761.No superseded survey control is available for this station.
 CD0761
 CD0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ157641(NAD 83)
 CD0761_MARKER: I = METAL ROD
 CD0761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0761_SP_SET: STAINLESS STEEL ROD
 CD0761_STAMPING: R 1393 1981
 CD0761_MARK LOGO: NGS   
 CD0761_PROJECTION: FLUSH
 CD0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0761_ROD/PIPE-DEPTH: 14.9 meters
 CD0761
 CD0761  HISTORY     - Date     Condition        Report By
 CD0761  HISTORY     - 1981     MONUMENTED       NGS
 CD0761
 CD0761                          STATION DESCRIPTION
 CD0761
 CD0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0761'33.8 KM (21.0 FT) SE FROM FABENS.
 CD0761'33.8 KM (21.0 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CD0761'OFFICE IN FABENS, 15.0 METERS (49.2 FT) NORTHEAST OF THE CENTERLINE
 CD0761'OF THE HIGHWAY AND 6.3 METERS (20.7 FT) NORTH OF A UTILITY POLE.
 CD0761'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0761'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 CD0761'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0790 ***********************************************************************
 CD0790  DESIGNATION -  R 1394
 CD0790  PID         -  CD0790
 CD0790  STATE/COUNTY-  TX/HUDSPETH
 CD0790  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0790
 CD0790                         *CURRENT SURVEY CONTROL
 CD0790  ___________________________________________________________________
 CD0790* NAD 83(1986)-  31 11 53.     (N)    105 31 12.     (W)     SCALED    
 CD0790* NAVD 88     -      1369.302  (meters)    4492.45   (feet)  ADJUSTED  
 CD0790  ___________________________________________________________________
 CD0790  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CD0790  DYNAMIC HT  -        1367.139 (meters)    4485.36  (feet)  COMP
 CD0790  MODELED GRAV-     979,012.8   (mgal)                       NAVD 88
 CD0790
 CD0790  VERT ORDER  -  FIRST     CLASS II
 CD0790
 CD0790.The horizontal coordinates were scaled from a topographic map and have
 CD0790.an estimated accuracy of +/- 6 seconds.
 CD0790
 CD0790.The orthometric height was determined by differential leveling
 CD0790.and adjusted by the National Geodetic Survey in June 1991..
 CD0790
 CD0790.The geoid height was determined by GEOID03.
 CD0790
 CD0790.The dynamic height is computed by dividing the NAVD 88
 CD0790.geopotential number by the normal gravity value computed on the
 CD0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0790.degrees latitude (g = 980.6199 gals.).
 CD0790
 CD0790.The modeled gravity was interpolated from observed gravity values.
 CD0790
 CD0790;                    North         East    Units  Estimated Accuracy
 CD0790;SPC TX C     - 3,181,280.      205,910.      MT  (+/- 180 meters Scaled)
 CD0790
 CD0790                          SUPERSEDED SURVEY CONTROL
 CD0790
 CD0790.No superseded survey control is available for this station.
 CD0790
 CD0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ504516(NAD 83)
 CD0790_MARKER: I = METAL ROD
 CD0790_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0790_SP_SET: STAINLESS STEEL ROD
 CD0790_STAMPING: R 1394 1981
 CD0790_MARK LOGO: NGS   
 CD0790_PROJECTION: FLUSH
 CD0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0790+STABILITY: POSITION/ELEVATION WELL
 CD0790_ROD/PIPE-DEPTH: 7.6  meters
 CD0790
 CD0790  HISTORY     - Date     Condition        Report By
 CD0790  HISTORY     - 1981     MONUMENTED       NGS
 CD0790  HISTORY     - 1990     GOOD             USPSQD
 CD0790
 CD0790                          STATION DESCRIPTION
 CD0790
 CD0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0790'17.7 KM (11.0 MI) NW FROM SIERRA BLANCA.
 CD0790'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0790'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0790'SOUTH ALONG A GRAVELED ROAD, THENCE 11.3 KM (7.0 MI) NORTHWESTERLY
 CD0790'ALONG INTERSTATE HIGHWAY 10, 1.4 KM (0.85 MI) EAST OF A TEXACO
 CD0790'SERVICE STATION, 0.6 KM (0.4 MI) EAST OF MILEPOST 96 AND 18.5 METERS
 CD0790'(60.8 FT) SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD.  NOTE=ACCESS
 CD0790'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0790'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CD0790'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CD0790
 CD0790                          STATION RECOVERY (1990)
 CD0790
 CD0790'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0872 ***********************************************************************
 CD0872  DESIGNATION -  R 1395
 CD0872  PID         -  CD0872
 CD0872  STATE/COUNTY-  TX/CULBERSON
 CD0872  USGS QUAD   -  BORACHO (1970)
 CD0872
 CD0872                         *CURRENT SURVEY CONTROL
 CD0872  ___________________________________________________________________
 CD0872* NAD 83(1986)-  31 03 59.     (N)    104 28 07.     (W)     SCALED    
 CD0872* NAVD 88     -      1277.679  (meters)    4191.85   (feet)  ADJUSTED  
 CD0872  ___________________________________________________________________
 CD0872  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 CD0872  DYNAMIC HT  -        1275.690 (meters)    4185.33  (feet)  COMP
 CD0872  MODELED GRAV-     979,039.4   (mgal)                       NAVD 88
 CD0872
 CD0872  VERT ORDER  -  FIRST     CLASS II
 CD0872
 CD0872.The horizontal coordinates were scaled from a topographic map and have
 CD0872.an estimated accuracy of +/- 6 seconds.
 CD0872
 CD0872.The orthometric height was determined by differential leveling
 CD0872.and adjusted by the National Geodetic Survey in June 1991..
 CD0872
 CD0872.The geoid height was determined by GEOID03.
 CD0872
 CD0872.The dynamic height is computed by dividing the NAVD 88
 CD0872.geopotential number by the normal gravity value computed on the
 CD0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0872.degrees latitude (g = 980.6199 gals.).
 CD0872
 CD0872.The modeled gravity was interpolated from observed gravity values.
 CD0872
 CD0872;                    North         East    Units  Estimated Accuracy
 CD0872;SPC TX C     - 3,162,500.      305,480.      MT  (+/- 180 meters Scaled)
 CD0872
 CD0872                          SUPERSEDED SURVEY CONTROL
 CD0872
 CD0872.No superseded survey control is available for this station.
 CD0872
 CD0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ506370(NAD 83)
 CD0872_MARKER: I = METAL ROD
 CD0872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0872_SP_SET: STAINLESS STEEL ROD
 CD0872_STAMPING: R 1395 1981
 CD0872_MARK LOGO: NGS   
 CD0872_PROJECTION: FLUSH
 CD0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0872_ROD/PIPE-DEPTH: 5.2  meters
 CD0872
 CD0872  HISTORY     - Date     Condition        Report By
 CD0872  HISTORY     - 1981     MONUMENTED       NGS
 CD0872
 CD0872                          STATION DESCRIPTION
 CD0872
 CD0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0872'23.9 KM (14.85 MI) WEST FROM KENT.
 CD0872'23.9 KM (14.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0872'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 1.1 KM
 CD0872'(0.7 MI) EAST OF MILE POST 161, 0.5 KM (0.3 MI) WEST OF MILE POST
 CD0872'162, AND 37.8 METERS (124.0 FT) SOUTH OF THE CENTERLINE OF THE
 CD0872'EAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT
 CD0872'IS THROUGH A 5-INCH LOGO CAP.
 CD0872'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST AND FENCE
 CD0872'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0896 ***********************************************************************
 CD0896  DESIGNATION -  R 1396
 CD0896  PID         -  CD0896
 CD0896  STATE/COUNTY-  TX/REEVES
 CD0896  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0896
 CD0896                         *CURRENT SURVEY CONTROL
 CD0896  ___________________________________________________________________
 CD0896* NAD 83(1986)-  31 06 09.     (N)    104 02 43.     (W)     SCALED    
 CD0896* NAVD 88     -      1185.406  (meters)    3889.12   (feet)  ADJUSTED  
 CD0896  ___________________________________________________________________
 CD0896  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 CD0896  DYNAMIC HT  -        1183.590 (meters)    3883.16  (feet)  COMP
 CD0896  MODELED GRAV-     979,068.0   (mgal)                       NAVD 88
 CD0896
 CD0896  VERT ORDER  -  FIRST     CLASS II
 CD0896
 CD0896.The horizontal coordinates were scaled from a topographic map and have
 CD0896.an estimated accuracy of +/- 6 seconds.
 CD0896
 CD0896.The orthometric height was determined by differential leveling
 CD0896.and adjusted by the National Geodetic Survey in June 1991..
 CD0896
 CD0896.The geoid height was determined by GEOID03.
 CD0896
 CD0896.The dynamic height is computed by dividing the NAVD 88
 CD0896.geopotential number by the normal gravity value computed on the
 CD0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0896.degrees latitude (g = 980.6199 gals.).
 CD0896
 CD0896.The modeled gravity was interpolated from observed gravity values.
 CD0896
 CD0896;                    North         East    Units  Estimated Accuracy
 CD0896;SPC TX C     - 3,165,080.      345,980.      MT  (+/- 180 meters Scaled)
 CD0896
 CD0896                          SUPERSEDED SURVEY CONTROL
 CD0896
 CD0896.No superseded survey control is available for this station.
 CD0896
 CD0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ910413(NAD 83)
 CD0896_MARKER: I = METAL ROD
 CD0896_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0896+WITH SETTING: INFORMATION.
 CD0896_SP_SET: SHALLOW SET METAL ROD
 CD0896_STAMPING: R 1396 1981
 CD0896_MARK LOGO: NGS   
 CD0896_PROJECTION: FLUSH
 CD0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0896_ROD/PIPE-DEPTH: 2.4  meters
 CD0896
 CD0896  HISTORY     - Date     Condition        Report By
 CD0896  HISTORY     - 1981     MONUMENTED       NGS
 CD0896
 CD0896                          STATION DESCRIPTION
 CD0896
 CD0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0896'18.0 KM (11.2 MI) EAST FROM KENT.
 CD0896'16.1 KM (10.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0896'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, THENCE
 CD0896'1.9 KM (1.2 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20, 0.6 KM
 CD0896'(0.4 MI) NORTHEAST OF MILE POST 1, AND 46.6 METERS (153.0 FT)
 CD0896'EAST-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CD0896'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CD0896'CAP.
 CD0896'THE MARK IS 0.4 METERS  WNW FROM  A WITNESS POST AND FENCE
 CD0896'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0599 ***********************************************************************
 CC0599  DESIGNATION -  R 1397
 CC0599  PID         -  CC0599
 CC0599  STATE/COUNTY-  TX/REEVES
 CC0599  USGS QUAD   -  HERMOSA SW (1970)
 CC0599
 CC0599                         *CURRENT SURVEY CONTROL
 CC0599  ___________________________________________________________________
 CC0599* NAD 83(1986)-  31 21 40.     (N)    103 41 11.     (W)     SCALED    
 CC0599* NAVD 88     -       849.307  (meters)    2786.43   (feet)  ADJUSTED  
 CC0599  ___________________________________________________________________
 CC0599  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CC0599  DYNAMIC HT  -         848.055 (meters)    2782.33  (feet)  COMP
 CC0599  MODELED GRAV-     979,137.8   (mgal)                       NAVD 88
 CC0599
 CC0599  VERT ORDER  -  FIRST     CLASS II
 CC0599
 CC0599.The horizontal coordinates were scaled from a topographic map and have
 CC0599.an estimated accuracy of +/- 6 seconds.
 CC0599
 CC0599.The orthometric height was determined by differential leveling
 CC0599.and adjusted by the National Geodetic Survey in June 1991..
 CC0599
 CC0599.The geoid height was determined by GEOID03.
 CC0599
 CC0599.The dynamic height is computed by dividing the NAVD 88
 CC0599.geopotential number by the normal gravity value computed on the
 CC0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0599.degrees latitude (g = 980.6199 gals.).
 CC0599
 CC0599.The modeled gravity was interpolated from observed gravity values.
 CC0599
 CC0599;                    North         East    Units  Estimated Accuracy
 CC0599;SPC TX C     - 3,192,650.      381,060.      MT  (+/- 180 meters Scaled)
 CC0599
 CC0599                          SUPERSEDED SURVEY CONTROL
 CC0599
 CC0599.No superseded survey control is available for this station.
 CC0599
 CC0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ249703(NAD 83)
 CC0599_MARKER: DB = BENCH MARK DISK
 CC0599_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0599_SP_SET: BRIDGE PIER
 CC0599_STAMPING: R 1397 1981
 CC0599_MARK LOGO: NGS   
 CC0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0599+STABILITY: POSITION/ELEVATION WELL
 CC0599
 CC0599  HISTORY     - Date     Condition        Report By
 CC0599  HISTORY     - 1981     MONUMENTED       NGS
 CC0599
 CC0599                          STATION DESCRIPTION
 CC0599
 CC0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0599'11.3 KM (7.0 MI) NE FROM TOYAH.
 CC0599'11.3 KM (7.0 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0599'JUNCTION WITH FARM ROAD 2903 IN TOYAH, SET VERTICALLY IN THE SOUTH
 CC0599'FACE OF THE MOST SOUTHERLY ONE OF THREE PIERS OF THE EAST BOUND
 CC0599'LANES OF THE HIGHWAY, AT THE SHAW ROAD (EXIT 29) OVERPASS, AND
 CC0599'7.6 METERS (24.9 FT) EAST OF THE CENTER OF THE ROAD.
 CC0599'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0355 ***********************************************************************
 BQ0355  DESIGNATION -  R 1398
 BQ0355  PID         -  BQ0355
 BQ0355  STATE/COUNTY-  TX/PRESIDIO
 BQ0355  USGS QUAD   -  BURRO DRAW (1983)
 BQ0355
 BQ0355                         *CURRENT SURVEY CONTROL
 BQ0355  ___________________________________________________________________
 BQ0355* NAD 83(1986)-  30 23 13.     (N)    104 14 43.     (W)     SCALED    
 BQ0355* NAVD 88     -      1494.078  (meters)    4901.82   (feet)  ADJUSTED  
 BQ0355  ___________________________________________________________________
 BQ0355  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 BQ0355  DYNAMIC HT  -        1491.572 (meters)    4893.60  (feet)  COMP
 BQ0355  MODELED GRAV-     978,911.4   (mgal)                       NAVD 88
 BQ0355
 BQ0355  VERT ORDER  -  FIRST     CLASS II
 BQ0355
 BQ0355.The horizontal coordinates were scaled from a topographic map and have
 BQ0355.an estimated accuracy of +/- 6 seconds.
 BQ0355
 BQ0355.The orthometric height was determined by differential leveling
 BQ0355.and adjusted by the National Geodetic Survey in June 1991..
 BQ0355
 BQ0355.The geoid height was determined by GEOID03.
 BQ0355
 BQ0355.The dynamic height is computed by dividing the NAVD 88
 BQ0355.geopotential number by the normal gravity value computed on the
 BQ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0355.degrees latitude (g = 980.6199 gals.).
 BQ0355
 BQ0355.The modeled gravity was interpolated from observed gravity values.
 BQ0355
 BQ0355;                    North         East    Units  Estimated Accuracy
 BQ0355;SPC TXSC     - 4,294,330.       96,030.      MT  (+/- 180 meters Scaled)
 BQ0355
 BQ0355                          SUPERSEDED SURVEY CONTROL
 BQ0355
 BQ0355.No superseded survey control is available for this station.
 BQ0355
 BQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP725619(NAD 83)
 BQ0355_MARKER: I = METAL ROD
 BQ0355_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0355+WITH SETTING: INFORMATION.
 BQ0355_SP_SET: SHALLOW SET METAL ROD
 BQ0355_STAMPING: R 1398 1981
 BQ0355_MARK LOGO: NGS   
 BQ0355_PROJECTION: FLUSH
 BQ0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0355_ROD/PIPE-DEPTH: 3.0  meters
 BQ0355
 BQ0355  HISTORY     - Date     Condition        Report By
 BQ0355  HISTORY     - 1981     MONUMENTED       NGS
 BQ0355  HISTORY     - 1989     GOOD             USPSQD
 BQ0355  HISTORY     - 19961009 GOOD             USPSQD
 BQ0355
 BQ0355                          STATION DESCRIPTION
 BQ0355
 BQ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0355'23.9 KM (14.85 MI) NW FROM MARFA.
 BQ0355'23.9 KM (14.85 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0355'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 0.6 KM (0.4 MI)
 BQ0355'SOUTHEAST OF RAILROAD MILE POST 648, 0.1 KM (0.05 MI) NORTHWEST OF A
 BQ0355'GRAVELED ROAD LEADING NORTHEAST, 58.5 METERS (192.0 FT) SOUTHEAST OF A
 BQ0355'DEER CROSSING SIGN AND POST, 18.0 METERS (59.0 FT) SOUTHWEST OF THE
 BQ0355'CENTERLINE OF THE HIGHWAY, 14.2 METERS (46.6 FT) SOUTHEAST OF A
 BQ0355'UTILITY POLE, AND 5.9 METERS (19.2 FT) NORTHWEST OF THE CENTER OF A
 BQ0355'FIELD ENTRANCE AND WOODEN GATE.  NOTE=ACCESS TO THE DATUM POINT IS
 BQ0355'THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 10.0 FT.
 BQ0355'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0355'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0355
 BQ0355                          STATION RECOVERY (1989)
 BQ0355
 BQ0355'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0355'RECOVERED IN GOOD CONDITION.
 BQ0355
 BQ0355                          STATION RECOVERY (1996)
 BQ0355
 BQ0355'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0388 ***********************************************************************
 BQ0388  DESIGNATION -  R 1399
 BQ0388  PID         -  BQ0388
 BQ0388  STATE/COUNTY-  TX/PRESIDIO
 BQ0388  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0388
 BQ0388                         *CURRENT SURVEY CONTROL
 BQ0388  ___________________________________________________________________
 BQ0388* NAD 83(1986)-  30 06 16.     (N)    104 08 58.     (W)     SCALED    
 BQ0388* NAVD 88     -      1448.161  (meters)    4751.17   (feet)  ADJUSTED  
 BQ0388  ___________________________________________________________________
 BQ0388  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BQ0388  DYNAMIC HT  -        1445.720 (meters)    4743.17  (feet)  COMP
 BQ0388  MODELED GRAV-     978,905.9   (mgal)                       NAVD 88
 BQ0388
 BQ0388  VERT ORDER  -  FIRST     CLASS II
 BQ0388
 BQ0388.The horizontal coordinates were scaled from a topographic map and have
 BQ0388.an estimated accuracy of +/- 6 seconds.
 BQ0388
 BQ0388.The orthometric height was determined by differential leveling
 BQ0388.and adjusted by the National Geodetic Survey in June 1991..
 BQ0388
 BQ0388.The geoid height was determined by GEOID03.
 BQ0388
 BQ0388.The dynamic height is computed by dividing the NAVD 88
 BQ0388.geopotential number by the normal gravity value computed on the
 BQ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0388.degrees latitude (g = 980.6199 gals.).
 BQ0388
 BQ0388.The modeled gravity was interpolated from observed gravity values.
 BQ0388
 BQ0388;                    North         East    Units  Estimated Accuracy
 BQ0388;SPC TXSC     - 4,262,630.      103,850.      MT  (+/- 180 meters Scaled)
 BQ0388
 BQ0388                          SUPERSEDED SURVEY CONTROL
 BQ0388
 BQ0388.No superseded survey control is available for this station.
 BQ0388
 BQ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP819306(NAD 83)
 BQ0388_MARKER: DB = BENCH MARK DISK
 BQ0388_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0388_SP_SET: ROCK OUTCROP
 BQ0388_STAMPING: R 1399 1981
 BQ0388_MARK LOGO: NGS   
 BQ0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0388+STABILITY: POSITION/ELEVATION WELL
 BQ0388
 BQ0388  HISTORY     - Date     Condition        Report By
 BQ0388  HISTORY     - 1981     MONUMENTED       NGS
 BQ0388  HISTORY     - 1989     GOOD             USPSQD
 BQ0388  HISTORY     - 19961010 GOOD             USPSQD
 BQ0388
 BQ0388                          STATION DESCRIPTION
 BQ0388
 BQ0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0388'25.9 KM (16.1 MI) SOUTH FROM MRFA.
 BQ0388'25.9 KM (16.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0388'WITH U.S. HIGHWAY 90 IN MARFA, IN TOP OF A 4X8 FOOT EXPOSED AREA
 BQ0388'OF ROCK OUTCROPPING, IN THE MIDDLE OF A SMALL HILL, 10.3 METERS
 BQ0388'(33.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 5.2 METERS
 BQ0388'(17.0 FT) NORTHWEST OF A FENCE.
 BQ0388'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BQ0388'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0388
 BQ0388                          STATION RECOVERY (1989)
 BQ0388
 BQ0388'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0388'RECOVERED IN GOOD CONDITION.
 BQ0388
 BQ0388                          STATION RECOVERY (1996)
 BQ0388
 BQ0388'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0260 ***********************************************************************
 EN0260  DESIGNATION -  R 140
 EN0260  PID         -  EN0260
 EN0260  STATE/COUNTY-  TX/BRISCOE
 EN0260  USGS QUAD   -  LAKE THEO (1967)
 EN0260
 EN0260                         *CURRENT SURVEY CONTROL
 EN0260  ___________________________________________________________________
 EN0260* NAD 83(1986)-  34 23 15.     (N)    101 01 58.     (W)     SCALED    
 EN0260* NAVD 88     -       768.975  (meters)    2522.88   (feet)  ADJUSTED  
 EN0260  ___________________________________________________________________
 EN0260  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EN0260  DYNAMIC HT  -         768.044 (meters)    2519.82  (feet)  COMP
 EN0260  MODELED GRAV-     979,399.6   (mgal)                       NAVD 88
 EN0260
 EN0260  VERT ORDER  -  FIRST     CLASS II
 EN0260
 EN0260.The horizontal coordinates were scaled from a topographic map and have
 EN0260.an estimated accuracy of +/- 6 seconds.
 EN0260
 EN0260.The orthometric height was determined by differential leveling
 EN0260.and adjusted by the National Geodetic Survey in June 1991..
 EN0260
 EN0260.The geoid height was determined by GEOID03.
 EN0260
 EN0260.The dynamic height is computed by dividing the NAVD 88
 EN0260.geopotential number by the normal gravity value computed on the
 EN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0260.degrees latitude (g = 980.6199 gals.).
 EN0260
 EN0260.The modeled gravity was interpolated from observed gravity values.
 EN0260
 EN0260;                    North         East    Units  Estimated Accuracy
 EN0260;SPC TX N     - 1,043,090.      242,970.      MT  (+/- 180 meters Scaled)
 EN0260
 EN0260                          SUPERSEDED SURVEY CONTROL
 EN0260
 EN0260  NGVD 29 (??/??/92)  768.650  (m)         2521.81   (f) ADJ UNCH    1 2
 EN0260
 EN0260.Superseded values are not recommended for survey control.
 EN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0260.See file dsdata.txt to determine how the superseded data were derived.
 EN0260
 EN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD131069(NAD 83)
 EN0260_MARKER: DB = BENCH MARK DISK
 EN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0260_STAMPING: 2521.813 R 140 1933
 EN0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0260+STABILITY: SURFACE MOTION
 EN0260
 EN0260  HISTORY     - Date     Condition        Report By
 EN0260  HISTORY     - 1933     MONUMENTED       CGS
 EN0260  HISTORY     - 1934     GOOD             NGS
 EN0260
 EN0260                          STATION DESCRIPTION
 EN0260
 EN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0260'2.4 MI NE FROM QUITAQUE.
 EN0260'2.4 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0260'THE STATION AT QUITAQUE, BRISCOE COUNTY, AT STATION 2101+00 (MILEAGE
 EN0260'276.84), 65 FEET WEST OF THE NORTHWEST CORNER OF THE GLENN WISE
 EN0260'FARMYARD, 15 FEET WEST OF A PRIVATE-ROAD CROSSING, 34 FEET SOUTHEAST
 EN0260'OF THE TRACK, AND ABOUT 3 FEET HIGHER THAN THE GRADE.  A STANDARD
 EN0260'DISK, STAMPED 2521.813 R 140 1933 AND SET IN THE TOP OF A CONCRETE
 EN0260'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 EN0260
 EN0260                          STATION RECOVERY (1934)
 EN0260
 EN0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0229 ***********************************************************************
 BB0229  DESIGNATION -  R 1400
 BB0229  PID         -  BB0229
 BB0229  STATE/COUNTY-  TX/PRESIDIO
 BB0229  USGS QUAD   -  SHAFTER (1983)
 BB0229
 BB0229                         *CURRENT SURVEY CONTROL
 BB0229  ___________________________________________________________________
 BB0229* NAD 83(1986)-  29 52 18.     (N)    104 17 13.     (W)     SCALED    
 BB0229* NAVD 88     -      1290.080  (meters)    4232.54   (feet)  ADJUSTED  
 BB0229  ___________________________________________________________________
 BB0229  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 BB0229  DYNAMIC HT  -        1287.905 (meters)    4225.40  (feet)  COMP
 BB0229  MODELED GRAV-     978,912.0   (mgal)                       NAVD 88
 BB0229
 BB0229  VERT ORDER  -  FIRST     CLASS II
 BB0229
 BB0229.The horizontal coordinates were scaled from a topographic map and have
 BB0229.an estimated accuracy of +/- 6 seconds.
 BB0229
 BB0229.The orthometric height was determined by differential leveling
 BB0229.and adjusted by the National Geodetic Survey in June 1991..
 BB0229
 BB0229.The geoid height was determined by GEOID03.
 BB0229
 BB0229.The dynamic height is computed by dividing the NAVD 88
 BB0229.geopotential number by the normal gravity value computed on the
 BB0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0229.degrees latitude (g = 980.6199 gals.).
 BB0229
 BB0229.The modeled gravity was interpolated from observed gravity values.
 BB0229
 BB0229;                    North         East    Units  Estimated Accuracy
 BB0229;SPC TXSC     - 4,237,450.       89,450.      MT  (+/- 180 meters Scaled)
 BB0229
 BB0229                          SUPERSEDED SURVEY CONTROL
 BB0229
 BB0229.No superseded survey control is available for this station.
 BB0229
 BB0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP688047(NAD 83)
 BB0229_MARKER: DB = BENCH MARK DISK
 BB0229_SETTING: 66 = SET IN ROCK OUTCROP
 BB0229_SP_SET: ROCK OUTCROP
 BB0229_STAMPING: R 1400 1981
 BB0229_MARK LOGO: NGS   
 BB0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0229+STABILITY: POSITION/ELEVATION WELL
 BB0229
 BB0229  HISTORY     - Date     Condition        Report By
 BB0229  HISTORY     - 1981     MONUMENTED       NGS
 BB0229  HISTORY     - 19961010 GOOD             USPSQD
 BB0229
 BB0229                          STATION DESCRIPTION
 BB0229
 BB0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0229'6.9 KM (4.3 MI) NE FROM SHAFTER.
 BB0229'6.9 KM (4.3 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0229'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, AT A POWERLINE
 BB0229'CROSSING, IN THE TOP CENTER OF A 5X20 FOOT EXPOSED AREA OF ROCK
 BB0229'OUTCROPPING WHICH PROJECTS 0.6 METER (2.0 FT), 21.8 METERS (71.5 FT)
 BB0229'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.9 METERS (19.5 FT)
 BB0229'NORTHWEST OF A FENCE.
 BB0229'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 BB0229'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 BB0229
 BB0229                          STATION RECOVERY (1996)
 BB0229
 BB0229'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0699 ***********************************************************************
 BP0699  DESIGNATION -  R 1401
 BP0699  PID         -  BP0699
 BP0699  STATE/COUNTY-  TX/BREWSTER
 BP0699  USGS QUAD   -  PAISANO (1972)
 BP0699
 BP0699                         *CURRENT SURVEY CONTROL
 BP0699  ___________________________________________________________________
 BP0699* NAD 83(1986)-  30 18 43.     (N)    103 47 48.     (W)     SCALED    
 BP0699* NAVD 88     -      1498.214  (meters)    4915.39   (feet)  ADJUSTED  
 BP0699  ___________________________________________________________________
 BP0699  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 BP0699  DYNAMIC HT  -        1495.732 (meters)    4907.25  (feet)  COMP
 BP0699  MODELED GRAV-     978,931.7   (mgal)                       NAVD 88
 BP0699
 BP0699  VERT ORDER  -  FIRST     CLASS II
 BP0699
 BP0699.The horizontal coordinates were scaled from a topographic map and have
 BP0699.an estimated accuracy of +/- 6 seconds.
 BP0699
 BP0699.The orthometric height was determined by differential leveling
 BP0699.and adjusted by the National Geodetic Survey in June 1991..
 BP0699
 BP0699.The geoid height was determined by GEOID03.
 BP0699
 BP0699.The dynamic height is computed by dividing the NAVD 88
 BP0699.geopotential number by the normal gravity value computed on the
 BP0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0699.degrees latitude (g = 980.6199 gals.).
 BP0699
 BP0699.The modeled gravity was interpolated from observed gravity values.
 BP0699
 BP0699;                    North         East    Units  Estimated Accuracy
 BP0699;SPC TXSC     - 4,284,170.      138,770.      MT  (+/- 180 meters Scaled)
 BP0699
 BP0699                          SUPERSEDED SURVEY CONTROL
 BP0699
 BP0699.No superseded survey control is available for this station.
 BP0699
 BP0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP156539(NAD 83)
 BP0699_MARKER: I = METAL ROD
 BP0699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0699_SP_SET: STAINLESS STEEL ROD
 BP0699_STAMPING: R 1401 1981
 BP0699_MARK LOGO: NGS   
 BP0699_PROJECTION: FLUSH
 BP0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0699_ROD/PIPE-DEPTH: 6.1  meters
 BP0699
 BP0699  HISTORY     - Date     Condition        Report By
 BP0699  HISTORY     - 1981     MONUMENTED       NGS
 BP0699
 BP0699                          STATION DESCRIPTION
 BP0699
 BP0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0699'15.0 KM (9.3 MI) SW FROM ALPINE.
 BP0699'2.9 KM (1.8 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0699'RAILROAD STATION IN ALPINE, THENCE 12.1 KM (7.5 MI) WESTERLY ALONG
 BP0699'U.S. HIGHWAYS 67 AND 90, 0.2 KM (0.1 MI) NORTHEAST OF THE
 BP0699'BREWSTER-PRESIDIO COUNTY LINE, 38.4 METERS (126.0 FT) SOUTH-SOUTHWEST
 BP0699'OF THE SOUTH CORNER OF A CULVERT AND 19.8 METERS (65.0 FT) SOUTHEAST
 BP0699'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 BP0699'THROUGH A 5-INCH LOGO CAP.
 BP0699'THE MARK IS 0.3 METERS  NW FROM  A FENCE AND WITNESS POST
 BP0699'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0723 ***********************************************************************
 BP0723  DESIGNATION -  R 1402
 BP0723  PID         -  BP0723
 BP0723  STATE/COUNTY-  TX/BREWSTER
 BP0723  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0723
 BP0723                         *CURRENT SURVEY CONTROL
 BP0723  ___________________________________________________________________
 BP0723* NAD 83(1986)-  30 14 00.     (N)    103 22 01.     (W)     SCALED    
 BP0723* NAVD 88     -      1312.466  (meters)    4305.98   (feet)  ADJUSTED  
 BP0723  ___________________________________________________________________
 BP0723  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 BP0723  DYNAMIC HT  -        1310.312 (meters)    4298.92  (feet)  COMP
 BP0723  MODELED GRAV-     978,955.0   (mgal)                       NAVD 88
 BP0723
 BP0723  VERT ORDER  -  FIRST     CLASS II
 BP0723
 BP0723.The horizontal coordinates were scaled from a topographic map and have
 BP0723.an estimated accuracy of +/- 6 seconds.
 BP0723
 BP0723.The orthometric height was determined by differential leveling
 BP0723.and adjusted by the National Geodetic Survey in June 1991..
 BP0723
 BP0723.The geoid height was determined by GEOID03.
 BP0723
 BP0723.The dynamic height is computed by dividing the NAVD 88
 BP0723.geopotential number by the normal gravity value computed on the
 BP0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0723.degrees latitude (g = 980.6199 gals.).
 BP0723
 BP0723.The modeled gravity was interpolated from observed gravity values.
 BP0723
 BP0723;                    North         East    Units  Estimated Accuracy
 BP0723;SPC TXSC     - 4,273,840.      179,740.      MT  (+/- 180 meters Scaled)
 BP0723
 BP0723                          SUPERSEDED SURVEY CONTROL
 BP0723
 BP0723.No superseded survey control is available for this station.
 BP0723
 BP0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP571457(NAD 83)
 BP0723_MARKER: DB = BENCH MARK DISK
 BP0723_SETTING: 66 = SET IN ROCK OUTCROP
 BP0723_SP_SET: ROCK OUTCROP
 BP0723_STAMPING: R 1402 1981
 BP0723_MARK LOGO: NGS   
 BP0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0723+STABILITY: POSITION/ELEVATION WELL
 BP0723
 BP0723  HISTORY     - Date     Condition        Report By
 BP0723  HISTORY     - 1981     MONUMENTED       NGS
 BP0723
 BP0723                          STATION DESCRIPTION
 BP0723
 BP0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0723'12.4 KM (7.7 MI) NW FROM MARATHON.
 BP0723'12.4 KM (7.7 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0723'IN MARATHON, 1.3 KM (0.8 MI) SOUTHEAST OF A GRAVELED ROAD LEADING
 BP0723'SOUTH, 0.5 KM (0.3 MI) SOUTHEAST OF RAILROAD MILEPOST 584, IN THE
 BP0723'NORTHWEST END OF A 4 BY 12 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 BP0723'48.8 METERS (160.1 FT) EAST OF THE NORTHEAST END OF A 4-FOOT CONCRETE
 BP0723'PIPE CULVERT, 20.3 METERS (66.6 FT) NORTH-NORTHEAST OF THE CENTERLINE
 BP0723'OF THE HIGHWAY, 5.3 METERS (17.4 FT) EAST-SOUTHEAST OF A FIELD
 BP0723'ENTRANCE ROAD AND 3.0 METERS (9.8 FT) SOUTH-SOUTHWEST OF A FENCE.
 BP0723'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BP0723'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0747 ***********************************************************************
 BP0747  DESIGNATION -  R 1403
 BP0747  PID         -  BP0747
 BP0747  STATE/COUNTY-  TX/BREWSTER
 BP0747  USGS QUAD   -  HOUSETOP MOUNTAINS (1968)
 BP0747
 BP0747                         *CURRENT SURVEY CONTROL
 BP0747  ___________________________________________________________________
 BP0747* NAD 83(1986)-  30 12 05.     (N)    102 54 54.     (W)     SCALED    
 BP0747* NAVD 88     -      1310.107  (meters)    4298.24   (feet)  ADJUSTED  
 BP0747  ___________________________________________________________________
 BP0747  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BP0747  DYNAMIC HT  -        1307.961 (meters)    4291.20  (feet)  COMP
 BP0747  MODELED GRAV-     978,957.8   (mgal)                       NAVD 88
 BP0747
 BP0747  VERT ORDER  -  FIRST     CLASS II
 BP0747
 BP0747.The horizontal coordinates were scaled from a topographic map and have
 BP0747.an estimated accuracy of +/- 6 seconds.
 BP0747
 BP0747.The orthometric height was determined by differential leveling
 BP0747.and adjusted by the National Geodetic Survey in June 1991..
 BP0747
 BP0747.The geoid height was determined by GEOID03.
 BP0747
 BP0747.The dynamic height is computed by dividing the NAVD 88
 BP0747.geopotential number by the normal gravity value computed on the
 BP0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0747.degrees latitude (g = 980.6199 gals.).
 BP0747
 BP0747.The modeled gravity was interpolated from observed gravity values.
 BP0747
 BP0747;                    North         East    Units  Estimated Accuracy
 BP0747;SPC TXSC     - 4,268,760.      223,100.      MT  (+/- 180 meters Scaled)
 BP0747
 BP0747                          SUPERSEDED SURVEY CONTROL
 BP0747
 BP0747.No superseded survey control is available for this station.
 BP0747
 BP0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP007429(NAD 83)
 BP0747_MARKER: I = METAL ROD
 BP0747_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0747_SP_SET: STAINLESS STEEL ROD
 BP0747_STAMPING: R 1403 1981
 BP0747_MARK LOGO: NGS   
 BP0747_PROJECTION: FLUSH
 BP0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0747+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2001
 BP0747_ROD/PIPE-DEPTH: 4.6  meters
 BP0747
 BP0747  HISTORY     - Date     Condition        Report By
 BP0747  HISTORY     - 1981     MONUMENTED       NGS
 BP0747  HISTORY     - 20010331 GOOD             NGS
 BP0747
 BP0747                          STATION DESCRIPTION
 BP0747
 BP0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0747'32.9 KM (20.45 MI) EAST FROM MARATHON.
 BP0747'32.9 KM (20.45 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0747'IN MARATHON, 0.2 KM (0.1 MI) WEST OF THE WEST ENTRANCE TO A REST AREA
 BP0747'AND 32.0 METERS (105.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 BP0747'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0747'THE MARK IS 0.3 METERS  NNE FROM  A FENCE AND WITNESS POST
 BP0747'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0747
 BP0747                          STATION RECOVERY (2001)
 BP0747
 BP0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0747'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1065 ***********************************************************************
 AJ1065  DESIGNATION -  R 1404
 AJ1065  PID         -  AJ1065
 AJ1065  STATE/COUNTY-  TX/ZAPATA
 AJ1065  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1065
 AJ1065                         *CURRENT SURVEY CONTROL
 AJ1065  ___________________________________________________________________
 AJ1065* NAD 83(1986)-  27 02 04.     (N)    099 25 45.     (W)     SCALED    
 AJ1065* NAVD 88     -       101.086  (meters)     331.65   (feet)  ADJUSTED  
 AJ1065  ___________________________________________________________________
 AJ1065  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AJ1065  DYNAMIC HT  -         100.924 (meters)     331.11  (feet)  COMP
 AJ1065  MODELED GRAV-     979,043.3   (mgal)                       NAVD 88
 AJ1065
 AJ1065  VERT ORDER  -  FIRST     CLASS II
 AJ1065
 AJ1065.The horizontal coordinates were scaled from a topographic map and have
 AJ1065.an estimated accuracy of +/- 6 seconds.
 AJ1065
 AJ1065.The orthometric height was determined by differential leveling
 AJ1065.and adjusted by the National Geodetic Survey in June 1991..
 AJ1065
 AJ1065.The geoid height was determined by GEOID03.
 AJ1065
 AJ1065.The dynamic height is computed by dividing the NAVD 88
 AJ1065.geopotential number by the normal gravity value computed on the
 AJ1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1065.degrees latitude (g = 980.6199 gals.).
 AJ1065
 AJ1065.The modeled gravity was interpolated from observed gravity values.
 AJ1065
 AJ1065;                    North         East    Units  Estimated Accuracy
 AJ1065;SPC TX S     - 5,151,880.      207,810.      MT  (+/- 180 meters Scaled)
 AJ1065
 AJ1065                          SUPERSEDED SURVEY CONTROL
 AJ1065
 AJ1065.No superseded survey control is available for this station.
 AJ1065
 AJ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ574903(NAD 83)
 AJ1065_MARKER: I = METAL ROD
 AJ1065_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1065_SP_SET: STAINLESS STEEL ROD
 AJ1065_STAMPING: R 1404 1981
 AJ1065_MARK LOGO: NGS   
 AJ1065_PROJECTION: FLUSH
 AJ1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1065_ROD/PIPE-DEPTH: 4.9  meters
 AJ1065
 AJ1065  HISTORY     - Date     Condition        Report By
 AJ1065  HISTORY     - 1981     MONUMENTED       NGS
 AJ1065
 AJ1065                          STATION DESCRIPTION
 AJ1065
 AJ1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1065'1.4 KM (0.85 MI) SE FROM SAN YGNACIO.
 AJ1065'1.4 KM (0.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1065'FARM ROAD 3169 IN SAN YGNACIO, AT AN IRON GATE AND FIELD ROAD LEADING
 AJ1065'SOUTHWEST, ACROSS HIGHWAY FROM A SINGLE GRAVE HEADSTONE, 15.3 METERS
 AJ1065'(50.10 FT) SOUTHWEST OF CENTER OF HIGHWAY, 3.7 METERS (12.0 FT)
 AJ1065'SOUTHEAST OF CENTER OF AN IRON GATE AND FIELD ROAD, 31.4 METERS
 AJ1065'(103.0 FT) SOUTHWEST OF AN IRRIGATION WATER VALVE, 29.6 METERS
 AJ1065'(97.0 FT) NORTHWEST OF A POWERLINE POLE, 41.2 METERS (135.0 FT) SOUTH
 AJ1065'SOUTHWEST OF AND ACROSS HIGHWAY FROM A HEADSTONE WITH, MARCOS,
 AJ1065'INSCRIBED, AND 0.30 METERS (1.0 FT) NORTHEAST OF A FENCE LINE.
 AJ1065'THE MARK IS 0.15 M ABOVE HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1069 ***********************************************************************
 AJ1069  DESIGNATION -  R 1405
 AJ1069  PID         -  AJ1069
 AJ1069  STATE/COUNTY-  TX/ZAPATA
 AJ1069  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1069
 AJ1069                         *CURRENT SURVEY CONTROL
 AJ1069  ___________________________________________________________________
 AJ1069* NAD 83(1986)-  27 06 18.     (N)    099 25 28.     (W)     SCALED    
 AJ1069* NAVD 88     -       103.353  (meters)     339.08   (feet)  ADJUSTED  
 AJ1069  ___________________________________________________________________
 AJ1069  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AJ1069  DYNAMIC HT  -         103.187 (meters)     338.54  (feet)  COMP
 AJ1069  MODELED GRAV-     979,040.1   (mgal)                       NAVD 88
 AJ1069
 AJ1069  VERT ORDER  -  FIRST     CLASS II
 AJ1069
 AJ1069.The horizontal coordinates were scaled from a topographic map and have
 AJ1069.an estimated accuracy of +/- 6 seconds.
 AJ1069
 AJ1069.The orthometric height was determined by differential leveling
 AJ1069.and adjusted by the National Geodetic Survey in June 1991..
 AJ1069
 AJ1069.The geoid height was determined by GEOID03.
 AJ1069
 AJ1069.The dynamic height is computed by dividing the NAVD 88
 AJ1069.geopotential number by the normal gravity value computed on the
 AJ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1069.degrees latitude (g = 980.6199 gals.).
 AJ1069
 AJ1069.The modeled gravity was interpolated from observed gravity values.
 AJ1069
 AJ1069;                    North         East    Units  Estimated Accuracy
 AJ1069;SPC TX S     - 5,159,690.      208,340.      MT  (+/- 180 meters Scaled)
 AJ1069
 AJ1069                          SUPERSEDED SURVEY CONTROL
 AJ1069
 AJ1069.No superseded survey control is available for this station.
 AJ1069
 AJ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ579981(NAD 83)
 AJ1069_MARKER: I = METAL ROD
 AJ1069_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1069_SP_SET: STAINLESS STEEL ROD
 AJ1069_STAMPING: R 1405 1981
 AJ1069_MARK LOGO: NGS   
 AJ1069_PROJECTION: FLUSH
 AJ1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1069_ROD/PIPE-DEPTH: 9.14 meters
 AJ1069
 AJ1069  HISTORY     - Date     Condition        Report By
 AJ1069  HISTORY     - 1981     MONUMENTED       NGS
 AJ1069  HISTORY     - 1988     GOOD             USPSQD
 AJ1069
 AJ1069                          STATION DESCRIPTION
 AJ1069
 AJ1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1069'7.4 KM (4.6 MI) NORTH FROM SAN YGNACIO.
 AJ1069'7.4 KM (4.6 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AJ1069'ROAD 3169 AT SAN YGNACIO, 14.7 METERS (48.1 FT) WEST OF THE CENTER OF
 AJ1069'THE HIGHWAY, 14.5 METERS (47.5 FT) SOUTHWEST OF THE CENTER OF THE WEST
 AJ1069'HEADWALL OF CONCRETE CULVERT UNDER THE HIGHWAY, 0.61 METERS (2.0 FT)
 AJ1069'NORTH OF A POWERLINE POLE, AND 0.91 METERS (3.0 FT) EAST OF A WOOD
 AJ1069'BOARD FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1069'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 AJ1069'THE MARK IS 0.30 M BELOW HIGHWAY.
 AJ1069
 AJ1069                          STATION RECOVERY (1988)
 AJ1069
 AJ1069'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1222 ***********************************************************************
 AB1222  DESIGNATION -  R 1406
 AB1222  PID         -  AB1222
 AB1222  STATE/COUNTY-  TX/CAMERON
 AB1222  USGS QUAD   -  PORT ISABEL (1983)
 AB1222
 AB1222                         *CURRENT SURVEY CONTROL
 AB1222  ___________________________________________________________________
 AB1222* NAD 83(1986)-  26 04 14.     (N)    097 13 10.     (W)     SCALED    
 AB1222* NAVD 88     -         4.736  (meters)      15.54   (feet)  ADJUSTED  
 AB1222  ___________________________________________________________________
 AB1222  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 AB1222  DYNAMIC HT  -           4.729 (meters)      15.52  (feet)  COMP
 AB1222  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AB1222
 AB1222  VERT ORDER  -  FIRST     CLASS II
 AB1222
 AB1222.The horizontal coordinates were scaled from a topographic map and have
 AB1222.an estimated accuracy of +/- 6 seconds.
 AB1222
 AB1222.The orthometric height was determined by differential leveling
 AB1222.and adjusted by the National Geodetic Survey in June 1991..
 AB1222
 AB1222.The geoid height was determined by GEOID03.
 AB1222
 AB1222.The dynamic height is computed by dividing the NAVD 88
 AB1222.geopotential number by the normal gravity value computed on the
 AB1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1222.degrees latitude (g = 980.6199 gals.).
 AB1222
 AB1222.The modeled gravity was interpolated from observed gravity values.
 AB1222
 AB1222;                    North         East    Units  Estimated Accuracy
 AB1222;SPC TX S     - 5,045,400.      428,130.      MT  (+/- 180 meters Scaled)
 AB1222
 AB1222                          SUPERSEDED SURVEY CONTROL
 AB1222
 AB1222.No superseded survey control is available for this station.
 AB1222
 AB1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP781847(NAD 83)
 AB1222_MARKER: I = METAL ROD
 AB1222_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1222_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1222_STAMPING: R 1406 1981
 AB1222_MARK LOGO: NGS   
 AB1222_PROJECTION: FLUSH
 AB1222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1222+STABILITY: POSITION/ELEVATION WELL
 AB1222_ROD/PIPE-DEPTH: 19.5 meters
 AB1222_SLEEVE-DEPTH  : 9.7 meters
 AB1222
 AB1222  HISTORY     - Date     Condition        Report By
 AB1222  HISTORY     - 1981     MONUMENTED       NGS
 AB1222  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 AB1222  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB1222
 AB1222                          STATION DESCRIPTION
 AB1222
 AB1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1222'IN PORT ISABEL.
 AB1222'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD
 AB1222'LIGHTHOUSE IN PORT ISABEL TO THE JUNCTION OF PORT ROAD, AND SET IN THE
 AB1222'FRONT LAWN OF THE ADMINISTRATION AND TAX OFFICE BUILDING FOR THE POINT
 AB1222'ISABEL INDEPENDENT SCHOOL DISTRICT LOCATED AT 202 PORT ROAD, AND ABOUT
 AB1222'91.4 METERS (300 FT) NORTH OF THE CITY WATER TOWER, 9.4 METERS
 AB1222'(31.0 FT) SOUTH OF THE NORTHWEST CORNER OF OFFICE BUILDING,
 AB1222'11.2 METERS (37.0 FT) NORTHWEST OF THE SOUTHEAST CORNER, 10.5 METERS
 AB1222'(34.5 FT) SOUTHWEST OF THE CENTER OF THE MAIN DOOR TO THE
 AB1222'ADMINISTRATION OFFICE, 7.9 METERS (26.0 FT) NORTHWEST OF THE NORTHWEST
 AB1222'EDGE OF A SIDEWALK RUNNING NORTHEAST TO SOUTHWEST, 13.2 METERS
 AB1222'(43.5 FT) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK BY PORT ROAD,
 AB1222'AND 16.1 METERS (53.0 FT) SOUTH SOUTHEAST OF A LONE PINE TREE IN THE
 AB1222'FRONT LAWN.
 AB1222'THE MARK IS ABOVE LEVEL WITH STREET.
 AB1222
 AB1222                          STATION RECOVERY (1991)
 AB1222
 AB1222'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1222'MARK NOT FOUND.
 AB1222
 AB1222                          STATION RECOVERY (1993)
 AB1222
 AB1222'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1273 ***********************************************************************
 AB1273  DESIGNATION -  R 1407
 AB1273  PID         -  AB1273
 AB1273  STATE/COUNTY-  TX/KENEDY
 AB1273  USGS QUAD   -  RUDOLPH (1982)
 AB1273
 AB1273                         *CURRENT SURVEY CONTROL
 AB1273  ___________________________________________________________________
 AB1273* NAD 83(1986)-  26 43 23.     (N)    097 46 11.     (W)     SCALED    
 AB1273* NAVD 88     -         6.473  (meters)      21.24   (feet)  ADJUSTED  
 AB1273  ___________________________________________________________________
 AB1273  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AB1273  DYNAMIC HT  -           6.462 (meters)      21.20  (feet)  COMP
 AB1273  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 AB1273
 AB1273  VERT ORDER  -  FIRST     CLASS II
 AB1273
 AB1273.The horizontal coordinates were scaled from a topographic map and have
 AB1273.an estimated accuracy of +/- 6 seconds.
 AB1273
 AB1273.The orthometric height was determined by differential leveling
 AB1273.and adjusted by the National Geodetic Survey in June 1991..
 AB1273
 AB1273.The geoid height was determined by GEOID03.
 AB1273
 AB1273.The dynamic height is computed by dividing the NAVD 88
 AB1273.geopotential number by the normal gravity value computed on the
 AB1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1273.degrees latitude (g = 980.6199 gals.).
 AB1273
 AB1273.The modeled gravity was interpolated from observed gravity values.
 AB1273
 AB1273;                    North         East    Units  Estimated Accuracy
 AB1273;SPC TX S     - 5,117,250.      372,650.      MT  (+/- 180 meters Scaled)
 AB1273
 AB1273                          SUPERSEDED SURVEY CONTROL
 AB1273
 AB1273.No superseded survey control is available for this station.
 AB1273
 AB1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ223563(NAD 83)
 AB1273_MARKER: I = METAL ROD
 AB1273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1273_SP_SET: STAINLESS STEEL ROD
 AB1273_STAMPING: R 1407 1981
 AB1273_MARK LOGO: NGS   
 AB1273_PROJECTION: RECESSED 2 CENTIMETERS
 AB1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1273+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1273_ROD/PIPE-DEPTH: 9.7  meters
 AB1273
 AB1273  HISTORY     - Date     Condition        Report By
 AB1273  HISTORY     - 1981     MONUMENTED       NGS
 AB1273  HISTORY     - 1987     GOOD             USPSQD
 AB1273  HISTORY     - 20040204 GOOD             USPSQD
 AB1273
 AB1273                          STATION DESCRIPTION
 AB1273
 AB1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1273'27.5 KM (17.15 MI) NORT FROM RAYMONDVILLE.
 AB1273'5.1 KM (3.2 MI) NORTH ALONG U.S. BUSINESS HIGHWAY 77 FROM THE JUNCTION
 AB1273'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 22.4 KM (13.95 MI) NORTH
 AB1273'ALONG U.S. HIGHWAY 77 AT A POINT 0.3 KM (0.2 MI) NORTH OF THE MISSOURI
 AB1273'PACIFIC RAILROAD MILEPOST NUMBER 63 AND BETWEEN HIGHWAY 77 AND THE
 AB1273'TRACKS, 18.5 METERS (61.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 AB1273'14.4 METERS (47.5 FT) EAST OF THE EAST RAIL OF THE TRACKS, 25.9 METERS
 AB1273'(85.0 FT) NORTH OF AN 0.3 METER (1.0 FT) DIAMETER MESQUITE TREE WHICH
 AB1273'IS LEANING TO THE EAST, AND 42.3 METERS (139.0 FT) EASTSOUTHEAST OF A
 AB1273'GAS AERIAL PIPELINE MARKER NUMBER 66.  NOTE, ROD ANCHORED AT THIS
 AB1273'DEPTH.
 AB1273'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB1273'THE MARK IS 0.7 M BELOW HIGHWAY.
 AB1273
 AB1273                          STATION RECOVERY (1987)
 AB1273
 AB1273'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB1273'RECOVERED IN GOOD CONDITION.
 AB1273
 AB1273                          STATION RECOVERY (2004)
 AB1273
 AB1273'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1297 ***********************************************************************
 AB1297  DESIGNATION -  R 1408
 AB1297  PID         -  AB1297
 AB1297  STATE/COUNTY-  TX/CAMERON
 AB1297  USGS QUAD   -  SANTA ROSA (1982)
 AB1297
 AB1297                         *CURRENT SURVEY CONTROL
 AB1297  ___________________________________________________________________
 AB1297* NAD 83(1986)-  26 16 58.     (N)    097 45 21.     (W)     SCALED    
 AB1297* NAVD 88     -        12.527  (meters)      41.10   (feet)  ADJUSTED  
 AB1297  ___________________________________________________________________
 AB1297  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AB1297  DYNAMIC HT  -          12.507 (meters)      41.03  (feet)  COMP
 AB1297  MODELED GRAV-     979,037.8   (mgal)                       NAVD 88
 AB1297
 AB1297  VERT ORDER  -  FIRST     CLASS II
 AB1297
 AB1297.The horizontal coordinates were scaled from a topographic map and have
 AB1297.an estimated accuracy of +/- 6 seconds.
 AB1297
 AB1297.The orthometric height was determined by differential leveling
 AB1297.and adjusted by the National Geodetic Survey in June 1991..
 AB1297
 AB1297.The geoid height was determined by GEOID03.
 AB1297
 AB1297.The dynamic height is computed by dividing the NAVD 88
 AB1297.geopotential number by the normal gravity value computed on the
 AB1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1297.degrees latitude (g = 980.6199 gals.).
 AB1297
 AB1297.The modeled gravity was interpolated from observed gravity values.
 AB1297
 AB1297;                    North         East    Units  Estimated Accuracy
 AB1297;SPC TX S     - 5,068,480.      374,320.      MT  (+/- 180 meters Scaled)
 AB1297
 AB1297                          SUPERSEDED SURVEY CONTROL
 AB1297
 AB1297.No superseded survey control is available for this station.
 AB1297
 AB1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ242075(NAD 83)
 AB1297_MARKER: I = METAL ROD
 AB1297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1297_SP_SET: STAINLESS STEEL ROD
 AB1297_STAMPING: R 1408 1981
 AB1297_MARK LOGO: NGS   
 AB1297_PROJECTION: RECESSED 2 CENTIMETERS
 AB1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1297_ROD/PIPE-DEPTH: 9.7  meters
 AB1297
 AB1297  HISTORY     - Date     Condition        Report By
 AB1297  HISTORY     - 1981     MONUMENTED       NGS
 AB1297  HISTORY     - 19910416 GOOD             USPSQD
 AB1297
 AB1297                          STATION DESCRIPTION
 AB1297
 AB1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1297'4.5 KM (2.80 MI) NNW FROM COMBES.
 AB1297'2.8 KM (1.75 MI) NORTH NORTHWEST ALONG BUSINESS U.S. HIGHWAY 77 FROM
 AB1297'THE JUNCTION OF STATE HIGHWAY 107 IN COMBES, THENCE 1.7 KM (1.05 MI)
 AB1297'NORTH NORTHWEST ALONG THE EAST FRONTAGE ROAD AT A FIELD ROAD ENTRANCE
 AB1297'LEADING NORTHEAST TO TWO METAL MACHINE SHEDS, ABOUT 64.0 METERS
 AB1297'(210.0 FT) SOUTH SOUTHEAST OF A 3 WIRE HIGH TENSION POWERLINE CROSSING
 AB1297'U.S. HIGHWAY 77, 12.0 METERS (39.5 FT) EAST NORTHEAST OF THE
 AB1297'CENTERLINE OF THE FRONTAGE ROAD, 5.3 METERS (17.5 FT) NORTH NORTHWEST
 AB1297'OF A POWERLINE POLE WITH A TRANSFORMER, 18.2 METERS (60.0 FT) NORTH
 AB1297'NORTHWEST OF THE CENTER OF THE FIELD ROAD ENTRANCE, 101.4 METERS
 AB1297'(333.0 FT) SOUTH SOUTHEAST OF THE CENTER OF MR. D. KILBOUNES PRIVATE
 AB1297'DRIVEWAY, AND 0.3 METER (1.0 FT) WEST SOUTHWEST OF A WOVEN WIRE FENCE
 AB1297'WITH 5 STRANDS OF BARBED WIRE.
 AB1297'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB1297'THE MARK IS 0.46 M BELOW FRONTAGE ROAD.
 AB1297
 AB1297                          STATION RECOVERY (1991)
 AB1297
 AB1297'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1256 ***********************************************************************
 AE1256  DESIGNATION -  R 1409
 AE1256  PID         -  AE1256
 AE1256  STATE/COUNTY-  TX/HIDALGO
 AE1256  USGS QUAD   -  LA JOYA (1982)
 AE1256
 AE1256                         *CURRENT SURVEY CONTROL
 AE1256  ___________________________________________________________________
 AE1256* NAD 83(1986)-  26 13 55.     (N)    098 28 38.     (W)     SCALED    
 AE1256* NAVD 88     -        39.739  (meters)     130.38   (feet)  ADJUSTED  
 AE1256  ___________________________________________________________________
 AE1256  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE1256  DYNAMIC HT  -          39.673 (meters)     130.16  (feet)  COMP
 AE1256  MODELED GRAV-     978,987.5   (mgal)                       NAVD 88
 AE1256
 AE1256  VERT ORDER  -  FIRST     CLASS II
 AE1256
 AE1256.The horizontal coordinates were scaled from a topographic map and have
 AE1256.an estimated accuracy of +/- 6 seconds.
 AE1256
 AE1256.The orthometric height was determined by differential leveling
 AE1256.and adjusted by the National Geodetic Survey in June 1991..
 AE1256
 AE1256.The geoid height was determined by GEOID03.
 AE1256
 AE1256.The dynamic height is computed by dividing the NAVD 88
 AE1256.geopotential number by the normal gravity value computed on the
 AE1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1256.degrees latitude (g = 980.6199 gals.).
 AE1256
 AE1256.The modeled gravity was interpolated from observed gravity values.
 AE1256
 AE1256;                    North         East    Units  Estimated Accuracy
 AE1256;SPC TX S     - 5,062,630.      302,280.      MT  (+/- 180 meters Scaled)
 AE1256
 AE1256                          SUPERSEDED SURVEY CONTROL
 AE1256
 AE1256.No superseded survey control is available for this station.
 AE1256
 AE1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ522014(NAD 83)
 AE1256_MARKER: I = METAL ROD
 AE1256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1256_SP_SET: STAINLESS STEEL ROD
 AE1256_STAMPING: R 1409 1981
 AE1256_MARK LOGO: NGS   
 AE1256_PROJECTION: RECESSED 2 CENTIMETERS
 AE1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1256_ROD/PIPE-DEPTH: 4.27 meters
 AE1256
 AE1256  HISTORY     - Date     Condition        Report By
 AE1256  HISTORY     - 1981     MONUMENTED       NGS
 AE1256
 AE1256                          STATION DESCRIPTION
 AE1256
 AE1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1256'2.3 KM (1.4 MI) SE FROM LA JOYA.
 AE1256'1.8 KM (1.1 MI) SOUTH ALONG ROAD 2521 FROM THE JUNCTION OF U.S.
 AE1256'HIGHWAY 83 AT LA JOYA, THENCE 0.5 KM (0.3 MI) EAST ALONG A DIRT ROAD,
 AE1256'AT A FIELD ROAD LEADING NORTH, 111.63 METERS (366.0 FT) EAST OF A DIRT
 AE1256'ROAD LEADING NORTH (VELA, JACKSON AVENUE AT LA JOYA), 8.0 METERS
 AE1256'(26.2 FT) NORTH OF THE DIRT ROAD, 17.3 METERS (56.6 FT) EAST OF THE
 AE1256'FIELD ROAD, 10.9 METERS (35.9 FT) SOUTHWEST OF A POWERLINE POLE WITH
 AE1256'ONE GUY WIRE, 3.0 METERS (10.1 FT) SOUTHWEST OF THE GUY WIRE ANCHOR,
 AE1256'0.8 METER (2.6 FT) WEST OF A POWERLINE POLE WITH A TRANSFORMER, AND
 AE1256'0.3 METER (1.0 FT) SOUTH OF A FENCE LINE.  NOTE, ROD DRIVEN TO
 AE1256'REFUSAL.
 AE1256'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 AE1256'THE MARK IS 0.45 M ABOVE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0344 ***********************************************************************
 DP0344  DESIGNATION -  R 141
 DP0344  PID         -  DP0344
 DP0344  STATE/COUNTY-  TX/HALE
 DP0344  USGS QUAD   -  BARWISE (1968)
 DP0344
 DP0344                         *CURRENT SURVEY CONTROL
 DP0344  ___________________________________________________________________
 DP0344* NAD 83(1986)-  33 52 35.     (N)    101 35 51.     (W)     SCALED    
 DP0344* NAVD 88     -       992.661  (meters)    3256.76   (feet)  POSTED    
 DP0344  ___________________________________________________________________
 DP0344  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DP0344  DYNAMIC HT  -         991.390 (meters)    3252.59  (feet)  COMP
 DP0344  MODELED GRAV-     979,321.2   (mgal)                       NAVD 88
 DP0344
 DP0344  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0344
 DP0344.The horizontal coordinates were scaled from a topographic map and have
 DP0344.an estimated accuracy of +/- 6 seconds.
 DP0344
 DP0344.The orthometric height was determined by differential leveling
 DP0344.and adjusted by the National Geodetic Survey in 1992..
 DP0344.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0344.rate of 1.1 thru 2.0 mm/km.
 DP0344
 DP0344.The geoid height was determined by GEOID03.
 DP0344
 DP0344.The dynamic height is computed by dividing the NAVD 88
 DP0344.geopotential number by the normal gravity value computed on the
 DP0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0344.degrees latitude (g = 980.6199 gals.).
 DP0344
 DP0344.The modeled gravity was interpolated from observed gravity values.
 DP0344
 DP0344;                    North         East    Units  Estimated Accuracy
 DP0344;SPC TXNC     - 2,249,270.      313,470.      MT  (+/- 180 meters Scaled)
 DP0344
 DP0344                          SUPERSEDED SURVEY CONTROL
 DP0344
 DP0344  NGVD 29 (??/??/92)  992.284  (m)         3255.52   (f) ADJ UNCH    1 2
 DP0344
 DP0344.Superseded values are not recommended for survey control.
 DP0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0344.See file dsdata.txt to determine how the superseded data were derived.
 DP0344
 DP0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC597514(NAD 83)
 DP0344_MARKER: DB = BENCH MARK DISK
 DP0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0344_SP_SET: FOUNDATION
 DP0344_STAMPING: 3255.518 R 141 1933
 DP0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0344
 DP0344  HISTORY     - Date     Condition        Report By
 DP0344  HISTORY     - 1933     MONUMENTED       CGS
 DP0344  HISTORY     - 1955     GOOD             NGS
 DP0344
 DP0344                          STATION DESCRIPTION
 DP0344
 DP0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DP0344'IN PETERSBURG.
 DP0344'AT PETERSBURG, HALE COUNTY, IN THE SOUTHWEST CORNER OF THE CONCRETE
 DP0344'FOUNDATION OF THE FORT WORTH AND DENVER CITY RAILWAY STATION, 21 FEET
 DP0344'EAST OF THE TRACK, 18 INCHES NORTH OF THE SOUTHWEST CORNER OF THE
 DP0344'STATION, AND ABOUT 1/2 FOOT HIGHER THAN THE GRAVEL PLATFORM.  A
 DP0344'STANDARD DISK STAMPED 3255.518 R 141 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0631 ***********************************************************************
 CC0631  DESIGNATION -  R 1410
 CC0631  PID         -  CC0631
 CC0631  STATE/COUNTY-  TX/PECOS
 CC0631  USGS QUAD   -  DIAMOND Y SPRING NW (1974)
 CC0631
 CC0631                         *CURRENT SURVEY CONTROL
 CC0631  ___________________________________________________________________
 CC0631* NAD 83(1986)-  31 10 45.     (N)    102 53 30.     (W)     SCALED    
 CC0631* NAVD 88     -       773.586  (meters)    2538.01   (feet)  ADJUSTED  
 CC0631  ___________________________________________________________________
 CC0631  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CC0631  DYNAMIC HT  -         772.476 (meters)    2534.36  (feet)  COMP
 CC0631  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 CC0631
 CC0631  VERT ORDER  -  FIRST     CLASS II
 CC0631
 CC0631.The horizontal coordinates were scaled from a topographic map and have
 CC0631.an estimated accuracy of +/- 6 seconds.
 CC0631
 CC0631.The orthometric height was determined by differential leveling
 CC0631.and adjusted by the National Geodetic Survey in June 1991..
 CC0631
 CC0631.The geoid height was determined by GEOID03.
 CC0631
 CC0631.The dynamic height is computed by dividing the NAVD 88
 CC0631.geopotential number by the normal gravity value computed on the
 CC0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0631.degrees latitude (g = 980.6199 gals.).
 CC0631
 CC0631.The modeled gravity was interpolated from observed gravity values.
 CC0631
 CC0631;                    North         East    Units  Estimated Accuracy
 CC0631;SPC TX C     - 3,170,470.      456,180.      MT  (+/- 180 meters Scaled)
 CC0631
 CC0631                          SUPERSEDED SURVEY CONTROL
 CC0631
 CC0631.No superseded survey control is available for this station.
 CC0631
 CC0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ009513(NAD 83)
 CC0631_MARKER: I = METAL ROD
 CC0631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0631_SP_SET: STAINLESS STEEL ROD
 CC0631_STAMPING: R 1410 1981
 CC0631_MARK LOGO: NGS   
 CC0631_PROJECTION: FLUSH
 CC0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0631_ROD/PIPE-DEPTH: 4.3  meters
 CC0631
 CC0631  HISTORY     - Date     Condition        Report By
 CC0631  HISTORY     - 1981     MONUMENTED       NGS
 CC0631
 CC0631                          STATION DESCRIPTION
 CC0631
 CC0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0631'19.4 KM (12.05 MI) SOUT FROM GRANDFALLS.
 CC0631'19.4 KM (12.05 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0631'WITH STATE HIGHWAY 329 IN GRANDFALLS, 22.8 METERS (74.8 FT) NORTHWEST
 CC0631'OF A HIGHWAY SIGN (FORT STOCKTON 20 SANDERSON 85) AND 17.9 METERS
 CC0631'(58.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CC0631'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0631'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 CC0631'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0602 ***********************************************************************
 BP0602  DESIGNATION -  R 1411
 BP0602  PID         -  BP0602
 BP0602  STATE/COUNTY-  TX/PECOS
 BP0602  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0602
 BP0602                         *CURRENT SURVEY CONTROL
 BP0602  ___________________________________________________________________
 BP0602* NAD 83(1986)-  30 46 16.     (N)    102 47 32.     (W)     SCALED    
 BP0602* NAVD 88     -       952.158  (meters)    3123.87   (feet)  ADJUSTED  
 BP0602  ___________________________________________________________________
 BP0602  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 BP0602  DYNAMIC HT  -         950.682 (meters)    3119.03  (feet)  COMP
 BP0602  MODELED GRAV-     979,059.5   (mgal)                       NAVD 88
 BP0602
 BP0602  VERT ORDER  -  FIRST     CLASS II
 BP0602
 BP0602.The horizontal coordinates were scaled from a topographic map and have
 BP0602.an estimated accuracy of +/- 6 seconds.
 BP0602
 BP0602.The orthometric height was determined by differential leveling
 BP0602.and adjusted by the National Geodetic Survey in June 1991..
 BP0602
 BP0602.The geoid height was determined by GEOID03.
 BP0602
 BP0602.The dynamic height is computed by dividing the NAVD 88
 BP0602.geopotential number by the normal gravity value computed on the
 BP0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0602.degrees latitude (g = 980.6199 gals.).
 BP0602
 BP0602.The modeled gravity was interpolated from observed gravity values.
 BP0602
 BP0602;                    North         East    Units  Estimated Accuracy
 BP0602;SPC TX C     - 3,125,030.      464,650.      MT  (+/- 180 meters Scaled)
 BP0602
 BP0602                          SUPERSEDED SURVEY CONTROL
 BP0602
 BP0602.No superseded survey control is available for this station.
 BP0602
 BP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ112063(NAD 83)
 BP0602_MARKER: I = METAL ROD
 BP0602_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0602_SP_SET: STAINLESS STEEL ROD
 BP0602_STAMPING: R 1411 1981
 BP0602_MARK LOGO: NGS   
 BP0602_PROJECTION: FLUSH
 BP0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0602_ROD/PIPE-DEPTH: 4.9  meters
 BP0602
 BP0602  HISTORY     - Date     Condition        Report By
 BP0602  HISTORY     - 1981     MONUMENTED       NGS
 BP0602
 BP0602                          STATION DESCRIPTION
 BP0602
 BP0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0602'15.9 KM (9.85 MI) SE FROM FORT STOCKTON.
 BP0602'15.9 KM (9.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0602'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON AND 18.0 METERS
 BP0602'(59.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE= ACCESS TO
 BP0602'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0602'THE MARK IS 0.5 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0602'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0669 ***********************************************************************
 BP0669  DESIGNATION -  R 1412
 BP0669  PID         -  BP0669
 BP0669  STATE/COUNTY-  TX/TERRELL
 BP0669  USGS QUAD   -  DRYDEN (1968)
 BP0669
 BP0669                         *CURRENT SURVEY CONTROL
 BP0669  ___________________________________________________________________
 BP0669* NAD 83(1986)-  30 00 24.     (N)    102 02 49.     (W)     SCALED    
 BP0669* NAVD 88     -       633.725  (meters)    2079.15   (feet)  ADJUSTED  
 BP0669  ___________________________________________________________________
 BP0669  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BP0669  DYNAMIC HT  -         632.774 (meters)    2076.03  (feet)  COMP
 BP0669  MODELED GRAV-     979,121.8   (mgal)                       NAVD 88
 BP0669
 BP0669  VERT ORDER  -  FIRST     CLASS II
 BP0669
 BP0669.The horizontal coordinates were scaled from a topographic map and have
 BP0669.an estimated accuracy of +/- 6 seconds.
 BP0669
 BP0669.The orthometric height was determined by differential leveling
 BP0669.and adjusted by the National Geodetic Survey in June 1991..
 BP0669
 BP0669.The geoid height was determined by GEOID03.
 BP0669
 BP0669.The dynamic height is computed by dividing the NAVD 88
 BP0669.geopotential number by the normal gravity value computed on the
 BP0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0669.degrees latitude (g = 980.6199 gals.).
 BP0669
 BP0669.The modeled gravity was interpolated from observed gravity values.
 BP0669
 BP0669;                    North         East    Units  Estimated Accuracy
 BP0669;SPC TXSC     - 4,244,700.      306,090.      MT  (+/- 180 meters Scaled)
 BP0669
 BP0669                          SUPERSEDED SURVEY CONTROL
 BP0669
 BP0669.No superseded survey control is available for this station.
 BP0669
 BP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP848231(NAD 83)
 BP0669_MARKER: DB = BENCH MARK DISK
 BP0669_SETTING: 66 = SET IN ROCK OUTCROP
 BP0669_SP_SET: ROCK OUTCROP
 BP0669_STAMPING: R 1412 1981
 BP0669_MARK LOGO: NGS   
 BP0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0669
 BP0669  HISTORY     - Date     Condition        Report By
 BP0669  HISTORY     - 1981     MONUMENTED       NGS
 BP0669
 BP0669                          STATION DESCRIPTION
 BP0669
 BP0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0669'8.0 KM (4.95 MI) SE FROM DRYDEN.
 BP0669'8.0 KM (4.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0669'IN DRYDEN, 0.5 KM (0.3 MI) SOUTHEAST OF A TRACK ROAD LEADING NORTH, IN
 BP0669'A 3 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 10.4 METERS (34.1 FT)
 BP0669'SOUTHWEST OF A FENCE AND 9.1 METERS (29.9 FT) NORTHEAST OF THE
 BP0669'CENTERLINE OF THE HIGHWAY.
 BP0669'THE MARK IS 10.4 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0669'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0626 ***********************************************************************
 BP0626  DESIGNATION -  R 1414
 BP0626  PID         -  BP0626
 BP0626  STATE/COUNTY-  TX/PECOS
 BP0626  USGS QUAD   -  BUSHER CANYON (1968)
 BP0626
 BP0626                         *CURRENT SURVEY CONTROL
 BP0626  ___________________________________________________________________
 BP0626* NAD 83(1986)-  30 28 13.     (N)    102 30 25.     (W)     SCALED    
 BP0626* NAVD 88     -      1004.361  (meters)    3295.14   (feet)  ADJUSTED  
 BP0626  ___________________________________________________________________
 BP0626  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 BP0626  DYNAMIC HT  -        1002.795 (meters)    3290.00  (feet)  COMP
 BP0626  MODELED GRAV-     979,048.8   (mgal)                       NAVD 88
 BP0626
 BP0626  VERT ORDER  -  FIRST     CLASS II
 BP0626
 BP0626.The horizontal coordinates were scaled from a topographic map and have
 BP0626.an estimated accuracy of +/- 6 seconds.
 BP0626
 BP0626.The orthometric height was determined by differential leveling
 BP0626.and adjusted by the National Geodetic Survey in June 1991..
 BP0626
 BP0626.The geoid height was determined by GEOID03.
 BP0626
 BP0626.The dynamic height is computed by dividing the NAVD 88
 BP0626.geopotential number by the normal gravity value computed on the
 BP0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0626.degrees latitude (g = 980.6199 gals.).
 BP0626
 BP0626.The modeled gravity was interpolated from observed gravity values.
 BP0626
 BP0626;                    North         East    Units  Estimated Accuracy
 BP0626;SPC TX C     - 3,091,120.      491,300.      MT  (+/- 180 meters Scaled)
 BP0626
 BP0626                          SUPERSEDED SURVEY CONTROL
 BP0626
 BP0626.No superseded survey control is available for this station.
 BP0626
 BP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP393735(NAD 83)
 BP0626_MARKER: I = METAL ROD
 BP0626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0626_SP_SET: STAINLESS STEEL ROD
 BP0626_STAMPING: R 1414 1981
 BP0626_MARK LOGO: NGS   
 BP0626_PROJECTION: FLUSH
 BP0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0626_ROD/PIPE-DEPTH: 5.5  meters
 BP0626
 BP0626  HISTORY     - Date     Condition        Report By
 BP0626  HISTORY     - 1981     MONUMENTED       NGS
 BP0626
 BP0626                          STATION DESCRIPTION
 BP0626
 BP0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0626'41.8 KM (25.95 MI) NW FROM SANDERSON.
 BP0626'41.8 KM (25.95 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0626'WITH U.S. HIGHWAY 90 IN SANDERSON, 29.7 METERS (97.4 FT) NORTHEAST
 BP0626'OF UTILITY POLE NUMBER 1415 AND 17.6 METERS (57.7 FT) SOUTHWEST OF
 BP0626'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 BP0626'THROUGH A 5-INCH LOGO CAP.
 BP0626'THE MARK IS 0.4 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0626'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0427 ***********************************************************************
 AZ0427  DESIGNATION -  R 1415
 AZ0427  PID         -  AZ0427
 AZ0427  STATE/COUNTY-  TX/VAL VERDE
 AZ0427  USGS QUAD   -  COMSTOCK (1972)
 AZ0427
 AZ0427                         *CURRENT SURVEY CONTROL
 AZ0427  ___________________________________________________________________
 AZ0427* NAD 83(1986)-  29 38 11.     (N)    101 07 40.     (W)     SCALED    
 AZ0427* NAVD 88     -       432.458  (meters)    1418.82   (feet)  ADJUSTED  
 AZ0427  ___________________________________________________________________
 AZ0427  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0427  DYNAMIC HT  -         431.827 (meters)    1416.75  (feet)  COMP
 AZ0427  MODELED GRAV-     979,170.5   (mgal)                       NAVD 88
 AZ0427
 AZ0427  VERT ORDER  -  FIRST     CLASS II
 AZ0427
 AZ0427.The horizontal coordinates were scaled from a topographic map and have
 AZ0427.an estimated accuracy of +/- 6 seconds.
 AZ0427
 AZ0427.The orthometric height was determined by differential leveling
 AZ0427.and adjusted by the National Geodetic Survey in June 1991..
 AZ0427
 AZ0427.The geoid height was determined by GEOID03.
 AZ0427
 AZ0427.The dynamic height is computed by dividing the NAVD 88
 AZ0427.geopotential number by the normal gravity value computed on the
 AZ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0427.degrees latitude (g = 980.6199 gals.).
 AZ0427
 AZ0427.The modeled gravity was interpolated from observed gravity values.
 AZ0427
 AZ0427;                    North         East    Units  Estimated Accuracy
 AZ0427;SPC TXSC     - 4,201,700.      393,990.      MT  (+/- 180 meters Scaled)
 AZ0427
 AZ0427                          SUPERSEDED SURVEY CONTROL
 AZ0427
 AZ0427.No superseded survey control is available for this station.
 AZ0427
 AZ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT940803(NAD 83)
 AZ0427_MARKER: DB = BENCH MARK DISK
 AZ0427_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0427_SP_SET: ROCK OUTCROP
 AZ0427_STAMPING: R 1415 1981
 AZ0427_MARK LOGO: NGS   
 AZ0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0427+STABILITY: POSITION/ELEVATION WELL
 AZ0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0427+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0427
 AZ0427  HISTORY     - Date     Condition        Report By
 AZ0427  HISTORY     - 1981     MONUMENTED       NGS
 AZ0427  HISTORY     - 19990119 GOOD             USPSQD
 AZ0427  HISTORY     - 20030425 GOOD             USPSQD
 AZ0427
 AZ0427                          STATION DESCRIPTION
 AZ0427
 AZ0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0427'7.3 KM (4.55 MI) SE FROM COMSTOCK.
 AZ0427'7.3 KM (4.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0427'WITH STATE HIGHWAY 163 IN COMSTOCK, IN A 4 BY 10 FT EXPOSED AREA OF
 AZ0427'BEDROCK IN A DRY CREEK BED, 36.0 METERS (118.1 FT) EAST-NORTHEAST OF A
 AZ0427'UTILITY POLE, 14.9 METERS (48.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 AZ0427'HIGHWAY, 6.3 METERS (20.7 FT) NORTHEAST OF THE NORTH END OF A CULVERT
 AZ0427'AND 12.6 METERS (41.3 FT) SOUTHWEST OF A FENCE.
 AZ0427'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 AZ0427'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 AZ0427
 AZ0427                          STATION RECOVERY (1999)
 AZ0427
 AZ0427'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0427'RECOVERED IN GOOD CONDITION.
 AZ0427
 AZ0427                          STATION RECOVERY (2003)
 AZ0427
 AZ0427'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0404 ***********************************************************************
 AZ0404  DESIGNATION -  R 1416
 AZ0404  PID         -  AZ0404
 AZ0404  STATE/COUNTY-  TX/VAL VERDE
 AZ0404  USGS QUAD   -  LANGTRY (1973)
 AZ0404
 AZ0404                         *CURRENT SURVEY CONTROL
 AZ0404  ___________________________________________________________________
 AZ0404* NAD 83(1986)-  29 48 39.     (N)    101 31 01.     (W)     SCALED    
 AZ0404* NAVD 88     -       414.999  (meters)    1361.54   (feet)  ADJUSTED  
 AZ0404  ___________________________________________________________________
 AZ0404  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AZ0404  DYNAMIC HT  -         414.398 (meters)    1359.57  (feet)  COMP
 AZ0404  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AZ0404
 AZ0404  VERT ORDER  -  FIRST     CLASS II
 AZ0404
 AZ0404.The horizontal coordinates were scaled from a topographic map and have
 AZ0404.an estimated accuracy of +/- 6 seconds.
 AZ0404
 AZ0404.The orthometric height was determined by differential leveling
 AZ0404.and adjusted by the National Geodetic Survey in June 1991..
 AZ0404
 AZ0404.The geoid height was determined by GEOID03.
 AZ0404
 AZ0404.The dynamic height is computed by dividing the NAVD 88
 AZ0404.geopotential number by the normal gravity value computed on the
 AZ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0404.degrees latitude (g = 980.6199 gals.).
 AZ0404
 AZ0404.The modeled gravity was interpolated from observed gravity values.
 AZ0404
 AZ0404;                    North         East    Units  Estimated Accuracy
 AZ0404;SPC TXSC     - 4,221,780.      356,730.      MT  (+/- 180 meters Scaled)
 AZ0404
 AZ0404                          SUPERSEDED SURVEY CONTROL
 AZ0404
 AZ0404.No superseded survey control is available for this station.
 AZ0404
 AZ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU567004(NAD 83)
 AZ0404_MARKER: DB = BENCH MARK DISK
 AZ0404_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0404_SP_SET: ROCK OUTCROP
 AZ0404_STAMPING: R 1416 1981
 AZ0404_MARK LOGO: NGS   
 AZ0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0404+STABILITY: POSITION/ELEVATION WELL
 AZ0404
 AZ0404  HISTORY     - Date     Condition        Report By
 AZ0404  HISTORY     - 1981     MONUMENTED       NGS
 AZ0404  HISTORY     - 19990120 GOOD             USPSQD
 AZ0404
 AZ0404                          STATION DESCRIPTION
 AZ0404
 AZ0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0404'6.5 KM (4.05 MI) SE FROM LANGTRY.
 AZ0404'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0404'OFFICE IN LANGTRY, THENCE 5.2 KM (3.25 MI) SOUTHEAST ALONG U.S.
 AZ0404'HIGHWAY 90, IN THE CENTER OF A 6 BY 20 FT EXPOSED AREA OF OUTCROPPING
 AZ0404'BEDROCK, 25.4 METERS (83.3 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AZ0404'THE HIGHWAY, 12.2 METERS (40.0 FT) WEST-NORTHWEST OF THE CENTER OF A
 AZ0404'METAL GATE AND FIELD ROAD LEADING SOUTH AND 4.6 METERS
 AZ0404'(15.1 FT) NORTH-NORTHEAST OF A FENCE.
 AZ0404'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AZ0404'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 AZ0404
 AZ0404                          STATION RECOVERY (1999)
 AZ0404
 AZ0404'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0632 ***********************************************************************
 BP0632  DESIGNATION -  R 1417
 BP0632  PID         -  BP0632
 BP0632  STATE/COUNTY-  TX/PECOS
 BP0632  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0632
 BP0632                         *CURRENT SURVEY CONTROL
 BP0632  ___________________________________________________________________
 BP0632* NAD 83(1986)-  30 21 29.     (N)    102 26 37.     (W)     SCALED    
 BP0632* NAVD 88     -      1039.044  (meters)    3408.93   (feet)  ADJUSTED  
 BP0632  ___________________________________________________________________
 BP0632  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 BP0632  DYNAMIC HT  -        1037.428 (meters)    3403.63  (feet)  COMP
 BP0632  MODELED GRAV-     979,050.0   (mgal)                       NAVD 88
 BP0632
 BP0632  VERT ORDER  -  FIRST     CLASS II
 BP0632
 BP0632.The horizontal coordinates were scaled from a topographic map and have
 BP0632.an estimated accuracy of +/- 6 seconds.
 BP0632
 BP0632.The orthometric height was determined by differential leveling
 BP0632.and adjusted by the National Geodetic Survey in June 1991..
 BP0632
 BP0632.The geoid height was determined by GEOID03.
 BP0632
 BP0632.The dynamic height is computed by dividing the NAVD 88
 BP0632.geopotential number by the normal gravity value computed on the
 BP0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0632.degrees latitude (g = 980.6199 gals.).
 BP0632
 BP0632.The modeled gravity was interpolated from observed gravity values.
 BP0632
 BP0632;                    North         East    Units  Estimated Accuracy
 BP0632;SPC TX C     - 3,078,570.      497,150.      MT  (+/- 180 meters Scaled)
 BP0632
 BP0632                          SUPERSEDED SURVEY CONTROL
 BP0632
 BP0632.No superseded survey control is available for this station.
 BP0632
 BP0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP457612(NAD 83)
 BP0632_MARKER: DB = BENCH MARK DISK
 BP0632_SETTING: 66 = SET IN ROCK OUTCROP
 BP0632_SP_SET: ROCK OUTCROP
 BP0632_STAMPING: R 1417 1981
 BP0632_MARK LOGO: NGS   
 BP0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0632+STABILITY: POSITION/ELEVATION WELL
 BP0632
 BP0632  HISTORY     - Date     Condition        Report By
 BP0632  HISTORY     - 1981     MONUMENTED       NGS
 BP0632
 BP0632                          STATION DESCRIPTION
 BP0632
 BP0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0632'26.4 KM (16.4 MI) NORTH FROM SANDERSON.
 BP0632'26.4 KM (16.4 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0632'WITH U.S. HIGHWAY 90 IN SANDERSON, IN A 4 BY 20 FT EXPOSED AREA OF
 BP0632'OUTCROPPING BEDROCK AT A SMALL HIGHWAY CUT, 18.0 METERS (59.1 FT)
 BP0632'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS (44.9 FT)
 BP0632'SOUTHEAST OF THE NORTHWEST END OF THE CUT BANK AND 5.4 METERS
 BP0632'(17.7 FT) SOUTHWEST OF A FENCE.
 BP0632'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BP0632'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0389 ***********************************************************************
 AZ0389  DESIGNATION -  R 1418
 AZ0389  PID         -  AZ0389
 AZ0389  STATE/COUNTY-  TX/VAL VERDE
 AZ0389  USGS QUAD   -  PUMPVILLE (1980)
 AZ0389
 AZ0389                         *CURRENT SURVEY CONTROL
 AZ0389  ___________________________________________________________________
 AZ0389* NAD 83(1986)-  29 54 10.     (N)    101 45 00.     (W)     SCALED    
 AZ0389* NAVD 88     -       518.602  (meters)    1701.45   (feet)  ADJUSTED  
 AZ0389  ___________________________________________________________________
 AZ0389  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AZ0389  DYNAMIC HT  -         517.831 (meters)    1698.92  (feet)  COMP
 AZ0389  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 AZ0389
 AZ0389  VERT ORDER  -  FIRST     CLASS II
 AZ0389
 AZ0389.The horizontal coordinates were scaled from a topographic map and have
 AZ0389.an estimated accuracy of +/- 6 seconds.
 AZ0389
 AZ0389.The orthometric height was determined by differential leveling
 AZ0389.and adjusted by the National Geodetic Survey in June 1991..
 AZ0389
 AZ0389.The geoid height was determined by GEOID03.
 AZ0389
 AZ0389.The dynamic height is computed by dividing the NAVD 88
 AZ0389.geopotential number by the normal gravity value computed on the
 AZ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0389.degrees latitude (g = 980.6199 gals.).
 AZ0389
 AZ0389.The modeled gravity was interpolated from observed gravity values.
 AZ0389
 AZ0389;                    North         East    Units  Estimated Accuracy
 AZ0389;SPC TXSC     - 4,232,480.      334,450.      MT  (+/- 180 meters Scaled)
 AZ0389
 AZ0389                          SUPERSEDED SURVEY CONTROL
 AZ0389
 AZ0389.No superseded survey control is available for this station.
 AZ0389
 AZ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU344111(NAD 83)
 AZ0389_MARKER: DB = BENCH MARK DISK
 AZ0389_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0389_SP_SET: ROCK OUTCROP
 AZ0389_STAMPING: R 1418 1981
 AZ0389_MARK LOGO: NGS   
 AZ0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0389+STABILITY: POSITION/ELEVATION WELL
 AZ0389
 AZ0389  HISTORY     - Date     Condition        Report By
 AZ0389  HISTORY     - 1981     MONUMENTED       NGS
 AZ0389  HISTORY     - 19990120 GOOD             USPSQD
 AZ0389
 AZ0389                          STATION DESCRIPTION
 AZ0389
 AZ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0389'23.6 KM (14.65 MI) NW FROM LANGTRY.
 AZ0389'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0389'OFFICE IN LANGTRY, THENCE 22.3 KM (13.85 MI) WESTERLY ALONG U.S.
 AZ0389'HIGHWAY 90, 0.2 KM (0.1 MI) SOUTHEAST OF THE SOUTHEAST END OF
 AZ0389'A BRIDGE, 20.1 METERS (65.9 FT) SOUTHEAST OF THE SOUTHWEST END OF A
 AZ0389'HIGHWAY CUT AND 14.5 METERS (47.6 FT) SOUTHWEST OF THE CENTERLINE OF
 AZ0389'THE HIGHWAY.
 AZ0389'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 AZ0389'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0389
 AZ0389                          STATION RECOVERY (1999)
 AZ0389
 AZ0389'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0757 ***********************************************************************
 BP0757  DESIGNATION -  R 1419
 BP0757  PID         -  BP0757
 BP0757  STATE/COUNTY-  TX/PECOS
 BP0757  USGS QUAD   -  LONGFELLOW (1968)
 BP0757
 BP0757                         *CURRENT SURVEY CONTROL
 BP0757  ___________________________________________________________________
 BP0757* NAD 83(1986)-  30 10 27.     (N)    102 43 58.     (W)     SCALED    
 BP0757* NAVD 88     -      1120.290  (meters)    3675.48   (feet)  ADJUSTED  
 BP0757  ___________________________________________________________________
 BP0757  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BP0757  DYNAMIC HT  -        1118.500 (meters)    3669.61  (feet)  COMP
 BP0757  MODELED GRAV-     979,005.2   (mgal)                       NAVD 88
 BP0757
 BP0757  VERT ORDER  -  FIRST     CLASS II
 BP0757
 BP0757.The horizontal coordinates were scaled from a topographic map and have
 BP0757.an estimated accuracy of +/- 6 seconds.
 BP0757
 BP0757.The orthometric height was determined by differential leveling
 BP0757.and adjusted by the National Geodetic Survey in June 1991..
 BP0757
 BP0757.The geoid height was determined by GEOID03.
 BP0757
 BP0757.The dynamic height is computed by dividing the NAVD 88
 BP0757.geopotential number by the normal gravity value computed on the
 BP0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0757.degrees latitude (g = 980.6199 gals.).
 BP0757
 BP0757.The modeled gravity was interpolated from observed gravity values.
 BP0757
 BP0757;                    North         East    Units  Estimated Accuracy
 BP0757;SPC TX C     - 3,058,750.      468,910.      MT  (+/- 180 meters Scaled)
 BP0757
 BP0757                          SUPERSEDED SURVEY CONTROL
 BP0757
 BP0757.No superseded survey control is available for this station.
 BP0757
 BP0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP183402(NAD 83)
 BP0757_MARKER: DB = BENCH MARK DISK
 BP0757_SETTING: 66 = SET IN ROCK OUTCROP
 BP0757_SP_SET: ROCK OUTCROP
 BP0757_STAMPING: R 1419 1981
 BP0757_MARK LOGO: NGS   
 BP0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0757+STABILITY: POSITION/ELEVATION WELL
 BP0757
 BP0757  HISTORY     - Date     Condition        Report By
 BP0757  HISTORY     - 1981     MONUMENTED       NGS
 BP0757
 BP0757                          STATION DESCRIPTION
 BP0757
 BP0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0757'35.9 KM (22.25 MI) WEST FROM SANDERSON.
 BP0757'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0757'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 35.7 KM (22.15 MI)
 BP0757'WESTERLY ALONG U.S. HIGHWAY 90, 0.8 KM (0.5 MI) WEST OF A ROAD LEADING
 BP0757'NORTH, 0.1 KM (0.05 MI) EAST OF THE PECOS-BREWSTER COUNTY LINE, IN AN
 BP0757'EXPOSED AREA OF BEDROCK AT A SMALL HIGHWAY CUT, 12.2 METERS (40.0 FT)
 BP0757'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 11.3 METERS (37.1 FT) NORTH
 BP0757'OF A FENCE.
 BP0757'THE MARK IS 0.2 METERS  WSW FROM A WITNESS POST.
 BP0757'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0071 ***********************************************************************
 DQ0071  DESIGNATION -  R 142
 DQ0071  PID         -  DQ0071
 DQ0071  STATE/COUNTY-  TX/TERRY
 DQ0071  USGS QUAD   -  MEADOW (1985)
 DQ0071
 DQ0071                         *CURRENT SURVEY CONTROL
 DQ0071  ___________________________________________________________________
 DQ0071* NAD 83(1986)-  33 18 39.     (N)    102 13 08.     (W)     SCALED    
 DQ0071* NAVD 88     -      1011.739  (meters)    3319.35   (feet)  ADJUSTED  
 DQ0071  ___________________________________________________________________
 DQ0071  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 DQ0071  DYNAMIC HT  -        1010.400 (meters)    3314.95  (feet)  COMP
 DQ0071  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 DQ0071
 DQ0071  VERT ORDER  -  FIRST     CLASS II
 DQ0071
 DQ0071.The horizontal coordinates were scaled from a topographic map and have
 DQ0071.an estimated accuracy of +/- 6 seconds.
 DQ0071
 DQ0071.The orthometric height was determined by differential leveling
 DQ0071.and adjusted by the National Geodetic Survey in June 1991..
 DQ0071
 DQ0071.The geoid height was determined by GEOID03.
 DQ0071
 DQ0071.The dynamic height is computed by dividing the NAVD 88
 DQ0071.geopotential number by the normal gravity value computed on the
 DQ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0071.degrees latitude (g = 980.6199 gals.).
 DQ0071
 DQ0071.The modeled gravity was interpolated from observed gravity values.
 DQ0071
 DQ0071;                    North         East    Units  Estimated Accuracy
 DQ0071;SPC TXNC     - 2,188,450.      253,800.      MT  (+/- 180 meters Scaled)
 DQ0071
 DQ0071                          SUPERSEDED SURVEY CONTROL
 DQ0071
 DQ0071  NGVD 29 (??/??/92) 1011.373  (m)         3318.15   (f) ADJ UNCH    1 2
 DQ0071
 DQ0071.Superseded values are not recommended for survey control.
 DQ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0071.See file dsdata.txt to determine how the superseded data were derived.
 DQ0071
 DQ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS589892(NAD 83)
 DQ0071_MARKER: DB = BENCH MARK DISK
 DQ0071_SETTING: 0 = UNSPECIFIED SETTING
 DQ0071_STAMPING: R 142 1934
 DQ0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0071
 DQ0071  HISTORY     - Date     Condition        Report By
 DQ0071  HISTORY     - 1934     MONUMENTED       CGS
 DQ0071  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0071
 DQ0071                          STATION DESCRIPTION
 DQ0071
 DQ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0071'2.0 MI S FROM MEADOW.
 DQ0071'2.0 MI. SOUTH ALONG P. AND S. F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0071'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0071'RAILROAD, 20 RAIL LENGTHS, APPROXIMATELY 220 YARDS NORTH OF MILE POLE
 DQ0071'30, 2 RAIL LENGTHS SOUTH OF PUBLIC RAILROAD CROSSING, 47 FEET EAST OF
 DQ0071'TRACK, 1 FOOT WEST OF RIGHT OF WAY FENCE.
 DQ0071
 DQ0071                          STATION RECOVERY (1963)
 DQ0071
 DQ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1286 ***********************************************************************
 AE1286  DESIGNATION -  R 1420
 AE1286  PID         -  AE1286
 AE1286  STATE/COUNTY-  TX/STARR
 AE1286  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1286
 AE1286                         *CURRENT SURVEY CONTROL
 AE1286  ___________________________________________________________________
 AE1286* NAD 83(1986)-  26 25 13.     (N)    098 55 59.     (W)     SCALED    
 AE1286* NAVD 88     -        78.232  (meters)     256.67   (feet)  ADJUSTED  
 AE1286  ___________________________________________________________________
 AE1286  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AE1286  DYNAMIC HT  -          78.103 (meters)     256.24  (feet)  COMP
 AE1286  MODELED GRAV-     979,006.0   (mgal)                       NAVD 88
 AE1286
 AE1286  VERT ORDER  -  FIRST     CLASS II
 AE1286
 AE1286.The horizontal coordinates were scaled from a topographic map and have
 AE1286.an estimated accuracy of +/- 6 seconds.
 AE1286
 AE1286.The orthometric height was determined by differential leveling
 AE1286.and adjusted by the National Geodetic Survey in June 1991..
 AE1286
 AE1286.The geoid height was determined by GEOID03.
 AE1286
 AE1286.The dynamic height is computed by dividing the NAVD 88
 AE1286.geopotential number by the normal gravity value computed on the
 AE1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1286.degrees latitude (g = 980.6199 gals.).
 AE1286
 AE1286.The modeled gravity was interpolated from observed gravity values.
 AE1286
 AE1286;                    North         East    Units  Estimated Accuracy
 AE1286;SPC TX S     - 5,083,570.      256,800.      MT  (+/- 180 meters Scaled)
 AE1286
 AE1286                          SUPERSEDED SURVEY CONTROL
 AE1286
 AE1286.No superseded survey control is available for this station.
 AE1286
 AE1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ066222(NAD 83)
 AE1286_MARKER: I = METAL ROD
 AE1286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1286_SP_SET: STAINLESS STEEL ROD
 AE1286_STAMPING: R 1420 1981
 AE1286_MARK LOGO: NGS   
 AE1286_PROJECTION: FLUSH
 AE1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1286_ROD/PIPE-DEPTH: 6.6  meters
 AE1286
 AE1286  HISTORY     - Date     Condition        Report By
 AE1286  HISTORY     - 1981     MONUMENTED       NGS
 AE1286
 AE1286                          STATION DESCRIPTION
 AE1286
 AE1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1286'11.0 KM (6.85 MI) ENE FROM ROMA.
 AE1286'9.3 KM (5.75 MI) EASTERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE1286'IN ROMA, THENCE NORTH ON FARM ROAD 649 FOR 1.8 KM (1.1 MI) ACROSS ROAD
 AE1286'AND WEST OF A CREAM COLOR BRICK RANCH TYPE HOUSE, 10.0 METERS
 AE1286'(32.0 FT) WEST OF CENTER OF FARM ROAD, 40.5 METERS (133.0 FT) SOUTH OF
 AE1286'A GRAVEL ROAD LEADING WEST ACROSS FIELD, 1.1 METERS (3.7 FT) SOUTH OF
 AE1286'A POWERLINE POLE WITH TRANSFORMER, 0.30 METERS (1.0 FT) EAST OF A
 AE1286'FENCE, AND 2.1 METERS (7.0 FT) SOUTHWEST OF A GUYED POWERLINE POLE
 AE1286'WITH TELEPHONE CABLE BOX ATTACHED.
 AE1286'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AE1286'THE MARK IS ABOVE LEVEL WITH ROAD..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1239 ***********************************************************************
 AE1239  DESIGNATION -  R 1421
 AE1239  PID         -  AE1239
 AE1239  STATE/COUNTY-  TX/HIDALGO
 AE1239  USGS QUAD   -  HIDALGO (1983)
 AE1239
 AE1239                         *CURRENT SURVEY CONTROL
 AE1239  ___________________________________________________________________
 AE1239* NAD 83(1986)-  26 05 48.     (N)    098 16 18.     (W)     SCALED    
 AE1239* NAVD 88     -        32.943  (meters)     108.08   (feet)  ADJUSTED  
 AE1239  ___________________________________________________________________
 AE1239  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE1239  DYNAMIC HT  -          32.888 (meters)     107.90  (feet)  COMP
 AE1239  MODELED GRAV-     978,972.4   (mgal)                       NAVD 88
 AE1239
 AE1239  VERT ORDER  -  FIRST     CLASS II
 AE1239
 AE1239.The horizontal coordinates were scaled from a topographic map and have
 AE1239.an estimated accuracy of +/- 6 seconds.
 AE1239
 AE1239.The orthometric height was determined by differential leveling
 AE1239.and adjusted by the National Geodetic Survey in June 1991..
 AE1239
 AE1239.The geoid height was determined by GEOID03.
 AE1239
 AE1239.The dynamic height is computed by dividing the NAVD 88
 AE1239.geopotential number by the normal gravity value computed on the
 AE1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1239.degrees latitude (g = 980.6199 gals.).
 AE1239
 AE1239.The modeled gravity was interpolated from observed gravity values.
 AE1239
 AE1239;                    North         East    Units  Estimated Accuracy
 AE1239;SPC TX S     - 5,047,660.      322,840.      MT  (+/- 180 meters Scaled)
 AE1239
 AE1239                          SUPERSEDED SURVEY CONTROL
 AE1239
 AE1239.No superseded survey control is available for this station.
 AE1239
 AE1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP728865(NAD 83)
 AE1239_MARKER: DB = BENCH MARK DISK
 AE1239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1239_SP_SET: RETAINING WALL
 AE1239_STAMPING: R 1421 1981
 AE1239_MARK LOGO: NGS   
 AE1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1239
 AE1239  HISTORY     - Date     Condition        Report By
 AE1239  HISTORY     - 1981     MONUMENTED       NGS
 AE1239
 AE1239                          STATION DESCRIPTION
 AE1239
 AE1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1239'IN HIDALGO.
 AE1239'IN HIDALGO, AT THE CITY OF MCALLEN INTERNATIONAL TOLL BRIDGE
 AE1239'ADMINISTRATION BUILDING AND TOLL FACILITY, SET IN THE TOP OF A
 AE1239'CONCRETE LEVEE WALL, 32.0 METERS (105.0 FT) WEST OF THE SOUTHWEST
 AE1239'CORNER OF THE FACILITY, 4.6 METERS (15.0 FT) SOUTHWEST OF NORTH ANGLE
 AE1239'IN THE WALL, AND 0.61 (2.0 FT) NORTH OF A LIGHT POLE.
 AE1239'THE MARK IS 1.0 M ABOVE PARKING LOT..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1105 ***********************************************************************
 AJ1105  DESIGNATION -  R 1422
 AJ1105  PID         -  AJ1105
 AJ1105  STATE/COUNTY-  TX/WEBB
 AJ1105  USGS QUAD   -  ORVIL (1980)
 AJ1105
 AJ1105                         *CURRENT SURVEY CONTROL
 AJ1105  ___________________________________________________________________
 AJ1105* NAD 83(1986)-  27 39 03.     (N)    099 28 55.     (W)     SCALED    
 AJ1105* NAVD 88     -       181.964  (meters)     596.99   (feet)  ADJUSTED  
 AJ1105  ___________________________________________________________________
 AJ1105  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AJ1105  DYNAMIC HT  -         181.678 (meters)     596.06  (feet)  COMP
 AJ1105  MODELED GRAV-     979,073.1   (mgal)                       NAVD 88
 AJ1105
 AJ1105  VERT ORDER  -  FIRST     CLASS II
 AJ1105
 AJ1105.The horizontal coordinates were scaled from a topographic map and have
 AJ1105.an estimated accuracy of +/- 6 seconds.
 AJ1105
 AJ1105.The orthometric height was determined by differential leveling
 AJ1105.and adjusted by the National Geodetic Survey in June 1991..
 AJ1105
 AJ1105.The geoid height was determined by GEOID03.
 AJ1105
 AJ1105.The dynamic height is computed by dividing the NAVD 88
 AJ1105.geopotential number by the normal gravity value computed on the
 AJ1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1105.degrees latitude (g = 980.6199 gals.).
 AJ1105
 AJ1105.The modeled gravity was interpolated from observed gravity values.
 AJ1105
 AJ1105;                    North         East    Units  Estimated Accuracy
 AJ1105;SPC TX S     - 5,220,210.      203,110.      MT  (+/- 180 meters Scaled)
 AJ1105
 AJ1105                          SUPERSEDED SURVEY CONTROL
 AJ1105
 AJ1105.No superseded survey control is available for this station.
 AJ1105
 AJ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR524586(NAD 83)
 AJ1105_MARKER: I = METAL ROD
 AJ1105_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1105_SP_SET: STAINLESS STEEL ROD
 AJ1105_STAMPING: R 1422 1981
 AJ1105_MARK LOGO: NGS   
 AJ1105_PROJECTION: RECESSED 3 CENTIMETERS
 AJ1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1105+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1105_ROD/PIPE-DEPTH: 1.5  meters
 AJ1105
 AJ1105  HISTORY     - Date     Condition        Report By
 AJ1105  HISTORY     - 1981     MONUMENTED       NGS
 AJ1105  HISTORY     - 20020409 GOOD             USPSQD
 AJ1105
 AJ1105                          STATION DESCRIPTION
 AJ1105
 AJ1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1105'16.8 KM (10.4 MI) NORTH FROM LAREDO.
 AJ1105'ONE AND ONE HALF BLOCKS (0.1 MI) WEST ALONG MATAMOROS STREET FROM THE
 AJ1105'POST OFFICE AT LAREDO, THENCE 9.7 KM (6.0 MI) NORTH ALONG SANTA MARIA
 AJ1105'AVENUE AND INTERSTATE HIGHWAY 35 WEST FRONTAGE ROAD, THENCE 1.9 KM
 AJ1105'(1.2 MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD, THENCE 5.0 KM
 AJ1105'(3.1 MI) NORTH ALONG THE INTERSTATE HIGHWAY 35 EAST FRONTAGE ROAD ALSO
 AJ1105'13.0 KM (8.1 MI) SOUTH ALONG THE INTERSTATE HIGHWAY 35 EAST FRONTAGE
 AJ1105'ROAD FROM THE JUNCTION OF U.S. HIGHWAY 83 NEAR WEBB, 14.0 METERS
 AJ1105'(46.0 FT) EAST OF THE CENTER OF THE FRONTAGE ROAD, 13.1 METERS
 AJ1105'(43.0 FT) WEST OF THE WEST RAIL, 43.0 METERS (141.0 FT) SOUTHEAST OF A
 AJ1105'24 INCH CULVERT UNDER INTERSTATE HIGHWAY NORTHBOUND LANES, AND
 AJ1105'1.1 METERS (3.5 FT) SOUTH OF A TELEPHONE POLE.  NOTE, ROD DRIVEN TO
 AJ1105'REFUSAL.
 AJ1105'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 AJ1105'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 AJ1105
 AJ1105                          STATION RECOVERY (2002)
 AJ1105
 AJ1105'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0691 ***********************************************************************
 BP0691  DESIGNATION -  R 1426
 BP0691  PID         -  BP0691
 BP0691  STATE/COUNTY-  TX/PECOS
 BP0691  USGS QUAD   -  SADDLE BUTTE (1970)
 BP0691
 BP0691                         *CURRENT SURVEY CONTROL
 BP0691  ___________________________________________________________________
 BP0691* NAD 83(1986)-  30 59 37.     (N)    102 30 56.     (W)     SCALED    
 BP0691* NAVD 88     -       774.009  (meters)    2539.39   (feet)  ADJUSTED  
 BP0691  ___________________________________________________________________
 BP0691  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 BP0691  DYNAMIC HT  -         772.900 (meters)    2535.76  (feet)  COMP
 BP0691  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 BP0691
 BP0691  VERT ORDER  -  FIRST     CLASS II
 BP0691
 BP0691.The horizontal coordinates were scaled from a topographic map and have
 BP0691.an estimated accuracy of +/- 6 seconds.
 BP0691
 BP0691.The orthometric height was determined by differential leveling
 BP0691.and adjusted by the National Geodetic Survey in June 1991..
 BP0691
 BP0691.The geoid height was determined by GEOID03.
 BP0691
 BP0691.The dynamic height is computed by dividing the NAVD 88
 BP0691.geopotential number by the normal gravity value computed on the
 BP0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0691.degrees latitude (g = 980.6199 gals.).
 BP0691
 BP0691.The modeled gravity was interpolated from observed gravity values.
 BP0691
 BP0691;                    North         East    Units  Estimated Accuracy
 BP0691;SPC TX C     - 3,149,140.      491,610.      MT  (+/- 180 meters Scaled)
 BP0691
 BP0691                          SUPERSEDED SURVEY CONTROL
 BP0691
 BP0691.No superseded survey control is available for this station.
 BP0691
 BP0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ372315(NAD 83)
 BP0691_MARKER: DB = BENCH MARK DISK
 BP0691_SETTING: 66 = SET IN ROCK OUTCROP
 BP0691_SP_SET: ROCK OUTCROP
 BP0691_STAMPING: R 1426 1981
 BP0691_MARK LOGO: NGS   
 BP0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0691+STABILITY: POSITION/ELEVATION WELL
 BP0691
 BP0691  HISTORY     - Date     Condition        Report By
 BP0691  HISTORY     - 1981     MONUMENTED       NGS
 BP0691
 BP0691                          STATION DESCRIPTION
 BP0691
 BP0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0691'14.5 KM (9.0 MI) SW FROM GIRVIN.
 BP0691'14.5 KM (9.0 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 BP0691'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, IN A 4 BY 7 FT EXPOSED AREA
 BP0691'OF OUTCROPPING BEDROCK, 1.4 KM (0.85 MI) NORTHEAST OF A SIDE ROAD
 BP0691'LEADING EAST, 32.0 METERS (105.0 FT) NORTHEAST OF THE NORTHEAST END OF
 BP0691'A SMALL BOX CULVERT, 12.7 METERS (41.7 FT) NORTH-NORTHWEST OF THE
 BP0691'CENTERLINE OF THE HIGHWAY AND 10.4 METERS (34.1 FT) SOUTH-SOUTHEAST OF
 BP0691'A FENCE.
 BP0691'THE MARK IS 0.4 METERS  WSW FROM A WITNESS POST.
 BP0691'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0668 ***********************************************************************
 CC0668  DESIGNATION -  R 1427
 CC0668  PID         -  CC0668
 CC0668  STATE/COUNTY-  TX/UPTON
 CC0668  USGS QUAD   -  SQUARE TOP MOUNTAIN (1972)
 CC0668
 CC0668                         *CURRENT SURVEY CONTROL
 CC0668  ___________________________________________________________________
 CC0668* NAD 83(1986)-  31 09 09.     (N)    102 05 27.     (W)     SCALED    
 CC0668* NAVD 88     -       756.586  (meters)    2482.23   (feet)  ADJUSTED  
 CC0668  ___________________________________________________________________
 CC0668  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CC0668  DYNAMIC HT  -         755.496 (meters)    2478.66  (feet)  COMP
 CC0668  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 CC0668
 CC0668  VERT ORDER  -  FIRST     CLASS II
 CC0668
 CC0668.The horizontal coordinates were scaled from a topographic map and have
 CC0668.an estimated accuracy of +/- 6 seconds.
 CC0668
 CC0668.The orthometric height was determined by differential leveling
 CC0668.and adjusted by the National Geodetic Survey in June 1991..
 CC0668
 CC0668.The geoid height was determined by GEOID03.
 CC0668
 CC0668.The dynamic height is computed by dividing the NAVD 88
 CC0668.geopotential number by the normal gravity value computed on the
 CC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0668.degrees latitude (g = 980.6199 gals.).
 CC0668
 CC0668.The modeled gravity was interpolated from observed gravity values.
 CC0668
 CC0668;                    North         East    Units  Estimated Accuracy
 CC0668;SPC TX C     - 3,166,040.      532,450.      MT  (+/- 180 meters Scaled)
 CC0668
 CC0668                          SUPERSEDED SURVEY CONTROL
 CC0668
 CC0668.No superseded survey control is available for this station.
 CC0668
 CC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ773501(NAD 83)
 CC0668_MARKER: I = METAL ROD
 CC0668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0668_SP_SET: STAINLESS STEEL ROD
 CC0668_STAMPING: R 1427 1981
 CC0668_MARK LOGO: NGS   
 CC0668_PROJECTION: FLUSH
 CC0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0668_ROD/PIPE-DEPTH: 5.2  meters
 CC0668
 CC0668  HISTORY     - Date     Condition        Report By
 CC0668  HISTORY     - 1981     MONUMENTED       NGS
 CC0668
 CC0668                          STATION DESCRIPTION
 CC0668
 CC0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0668'12.8 KM (7.95 MI) NE FROM MCCAMEY.
 CC0668'12.8 KM (7.95 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CC0668'WITH U.S. HIGHWAY 385 AND FARM ROAD 305 IN MCCAMEY, 17.1 METERS (56.1
 CC0668'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.9 METERS (42.3 FT)
 CC0668'NORTH OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CC0668'AND 1.6 METERS (5.2 FT) EAST OF A UTILITY POLE.
 CC0668'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 CC0668'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0686 ***********************************************************************
 CB0686  DESIGNATION -  R 1428
 CB0686  PID         -  CB0686
 CB0686  STATE/COUNTY-  TX/REAGAN
 CB0686  USGS QUAD   -  BEST (1970)
 CB0686
 CB0686                         *CURRENT SURVEY CONTROL
 CB0686  ___________________________________________________________________
 CB0686* NAD 83(1986)-  31 12 47.     (N)    101 34 02.     (W)     SCALED    
 CB0686* NAVD 88     -       837.182  (meters)    2746.65   (feet)  ADJUSTED  
 CB0686  ___________________________________________________________________
 CB0686  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0686  DYNAMIC HT  -         835.960 (meters)    2742.65  (feet)  COMP
 CB0686  MODELED GRAV-     979,153.3   (mgal)                       NAVD 88
 CB0686
 CB0686  VERT ORDER  -  FIRST     CLASS II
 CB0686
 CB0686.The horizontal coordinates were scaled from a topographic map and have
 CB0686.an estimated accuracy of +/- 6 seconds.
 CB0686
 CB0686.The orthometric height was determined by differential leveling
 CB0686.and adjusted by the National Geodetic Survey in June 1991..
 CB0686
 CB0686.The geoid height was determined by GEOID03.
 CB0686
 CB0686.The dynamic height is computed by dividing the NAVD 88
 CB0686.geopotential number by the normal gravity value computed on the
 CB0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0686.degrees latitude (g = 980.6199 gals.).
 CB0686
 CB0686.The modeled gravity was interpolated from observed gravity values.
 CB0686
 CB0686;                    North         East    Units  Estimated Accuracy
 CB0686;SPC TX C     - 3,172,080.      582,440.      MT  (+/- 180 meters Scaled)
 CB0686
 CB0686                          SUPERSEDED SURVEY CONTROL
 CB0686
 CB0686.No superseded survey control is available for this station.
 CB0686
 CB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV554560(NAD 83)
 CB0686_MARKER: I = METAL ROD
 CB0686_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0686+WITH SETTING: INFORMATION.
 CB0686_SP_SET: SHALLOW SET METAL ROD
 CB0686_STAMPING: R 1428 1981
 CB0686_MARK LOGO: NGS   
 CB0686_PROJECTION: FLUSH
 CB0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0686_ROD/PIPE-DEPTH: 2.1  meters
 CB0686
 CB0686  HISTORY     - Date     Condition        Report By
 CB0686  HISTORY     - 1981     MONUMENTED       NGS
 CB0686
 CB0686                          STATION DESCRIPTION
 CB0686
 CB0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0686'9.7 KM (6.0 MI) WEST FROM BIG LAKE.
 CB0686'9.7 KM (6.0 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0686'STATE HIGHWAY 137 IN BIG LAKE AND 27.0 METERS (88.6 FT)
 CB0686'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CB0686'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0686'THE MARK IS 0.4 METERS  SSW FROM  A FENCE AND WITNESS POST
 CB0686'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0746 ***********************************************************************
 CA0746  DESIGNATION -  R 1429
 CA0746  PID         -  CA0746
 CA0746  STATE/COUNTY-  TX/CONCHO
 CA0746  USGS QUAD   -  PASCHE (1970)
 CA0746
 CA0746                         *CURRENT SURVEY CONTROL
 CA0746  ___________________________________________________________________
 CA0746* NAD 83(1986)-  31 13 44.     (N)    099 38 15.     (W)     SCALED    
 CA0746* NAVD 88     -       575.787  (meters)    1889.06   (feet)  ADJUSTED  
 CA0746  ___________________________________________________________________
 CA0746  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CA0746  DYNAMIC HT  -         575.001 (meters)    1886.48  (feet)  COMP
 CA0746  MODELED GRAV-     979,255.8   (mgal)                       NAVD 88
 CA0746
 CA0746  VERT ORDER  -  FIRST     CLASS II
 CA0746
 CA0746.The horizontal coordinates were scaled from a topographic map and have
 CA0746.an estimated accuracy of +/- 6 seconds.
 CA0746
 CA0746.The orthometric height was determined by differential leveling
 CA0746.and adjusted by the National Geodetic Survey in June 1991..
 CA0746
 CA0746.The geoid height was determined by GEOID03.
 CA0746
 CA0746.The dynamic height is computed by dividing the NAVD 88
 CA0746.geopotential number by the normal gravity value computed on the
 CA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0746.degrees latitude (g = 980.6199 gals.).
 CA0746
 CA0746.The modeled gravity was interpolated from observed gravity values.
 CA0746
 CA0746;                    North         East    Units  Estimated Accuracy
 CA0746;SPC TX C     - 3,173,390.      766,290.      MT  (+/- 180 meters Scaled)
 CA0746
 CA0746                          SUPERSEDED SURVEY CONTROL
 CA0746
 CA0746.No superseded survey control is available for this station.
 CA0746
 CA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV392551(NAD 83)
 CA0746_MARKER: I = METAL ROD
 CA0746_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0746+WITH SETTING: INFORMATION.
 CA0746_SP_SET: SHALLOW SET METAL ROD
 CA0746_STAMPING: R 1429 1981
 CA0746_MARK LOGO: NGS   
 CA0746_PROJECTION: FLUSH
 CA0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0746_ROD/PIPE-DEPTH: 2.4  meters
 CA0746
 CA0746  HISTORY     - Date     Condition        Report By
 CA0746  HISTORY     - 1981     MONUMENTED       NGS
 CA0746  HISTORY     - 19991231 GOOD             USPSQD
 CA0746  HISTORY     - 20010219 GOOD             USPSQD
 CA0746
 CA0746                          STATION DESCRIPTION
 CA0746
 CA0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0746'20.2 KM (12.55 MI) SE FROM EDEN.
 CA0746'20.2 KM (12.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CA0746'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 0.3 KM (0.2 MI) WEST OF A
 CA0746'GRAVELED ROAD LEADING NORTH AND 14.8 METERS (48.6 FT) SOUTH OF THE
 CA0746'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CA0746'A 5-INCH LOGO CAP.
 CA0746'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CA0746'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0746
 CA0746                          STATION RECOVERY (1999)
 CA0746
 CA0746'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0746'RECOVERED IN GOOD CONDITION.
 CA0746
 CA0746                          STATION RECOVERY (2001)
 CA0746
 CA0746'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0211 ***********************************************************************
 CV0211  DESIGNATION -  R 143
 CV0211  PID         -  CV0211
 CV0211  STATE/COUNTY-  TX/GAINES
 CV0211  USGS QUAD   -  SEMINOLE SW (1969)
 CV0211
 CV0211                         *CURRENT SURVEY CONTROL
 CV0211  ___________________________________________________________________
 CV0211* NAD 83(1986)-  32 35 46.     (N)    102 38 15.     (W)     SCALED    
 CV0211* NAVD 88     -       989.172  (meters)    3245.31   (feet)  POSTED    
 CV0211  ___________________________________________________________________
 CV0211  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 CV0211  DYNAMIC HT  -         987.830 (meters)    3240.91  (feet)  COMP
 CV0211  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 CV0211
 CV0211  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0211
 CV0211.The horizontal coordinates were scaled from a topographic map and have
 CV0211.an estimated accuracy of +/- 6 seconds.
 CV0211
 CV0211.The orthometric height was determined by differential leveling
 CV0211.and adjusted by the National Geodetic Survey in 1992..
 CV0211.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0211.rate of 3.1 thru 4.0 mm/km.
 CV0211
 CV0211.The geoid height was determined by GEOID03.
 CV0211
 CV0211.The dynamic height is computed by dividing the NAVD 88
 CV0211.geopotential number by the normal gravity value computed on the
 CV0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0211.degrees latitude (g = 980.6199 gals.).
 CV0211
 CV0211.The modeled gravity was interpolated from observed gravity values.
 CV0211
 CV0211;                    North         East    Units  Estimated Accuracy
 CV0211;SPC TXNC     - 2,110,710.      211,720.      MT  (+/- 180 meters Scaled)
 CV0211
 CV0211                          SUPERSEDED SURVEY CONTROL
 CV0211
 CV0211  NGVD 29 (??/??/92)  988.831  (m)         3244.19   (f) ADJ UNCH    1 2
 CV0211
 CV0211.Superseded values are not recommended for survey control.
 CV0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0211.See file dsdata.txt to determine how the superseded data were derived.
 CV0211
 CV0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS217089(NAD 83)
 CV0211_MARKER: DB = BENCH MARK DISK
 CV0211_SETTING: 0 = UNSPECIFIED SETTING
 CV0211_STAMPING: R 143 1934
 CV0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0211
 CV0211  HISTORY     - Date     Condition        Report By
 CV0211  HISTORY     - 1934     MONUMENTED       CGS
 CV0211  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0211
 CV0211                          STATION DESCRIPTION
 CV0211
 CV0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0211'8.5 MI S FROM SEMINOLE.
 CV0211'8.5 MI. S. ALONG STATE HWY NO. 137 FROM COURTHOUSE ON THE RIGHT OF WAY
 CV0211'OF STATE HWY NO. 137, 175 YARDS S.E. OF ROAD LEADING TO W.H. KIRKS
 CV0211'FARM, 66 FT. EAST OF CENTER LINE OF ROAD, AND 56 FEET NORTH OF
 CV0211'TELEPHONE POLE.
 CV0211
 CV0211                          STATION RECOVERY (1969)
 CV0211
 CV0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0788 ***********************************************************************
 CB0788  DESIGNATION -  R 1430
 CB0788  PID         -  CB0788
 CB0788  STATE/COUNTY-  TX/CONCHO
 CB0788  USGS QUAD   -  VICK (1984)
 CB0788
 CB0788                         *CURRENT SURVEY CONTROL
 CB0788  ___________________________________________________________________
 CB0788* NAD 83(1986)-  31 18 56.     (N)    100 04 07.     (W)     SCALED    
 CB0788* NAVD 88     -       560.462  (meters)    1838.78   (feet)  ADJUSTED  
 CB0788  ___________________________________________________________________
 CB0788  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CB0788  DYNAMIC HT  -         559.693 (meters)    1836.26  (feet)  COMP
 CB0788  MODELED GRAV-     979,251.8   (mgal)                       NAVD 88
 CB0788
 CB0788  VERT ORDER  -  FIRST     CLASS II
 CB0788
 CB0788.The horizontal coordinates were scaled from a topographic map and have
 CB0788.an estimated accuracy of +/- 6 seconds.
 CB0788
 CB0788.The orthometric height was determined by differential leveling
 CB0788.and adjusted by the National Geodetic Survey in June 1991..
 CB0788
 CB0788.The geoid height was determined by GEOID03.
 CB0788
 CB0788.The dynamic height is computed by dividing the NAVD 88
 CB0788.geopotential number by the normal gravity value computed on the
 CB0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0788.degrees latitude (g = 980.6199 gals.).
 CB0788
 CB0788.The modeled gravity was interpolated from observed gravity values.
 CB0788
 CB0788;                    North         East    Units  Estimated Accuracy
 CB0788;SPC TX C     - 3,182,820.      725,200.      MT  (+/- 180 meters Scaled)
 CB0788
 CB0788                          SUPERSEDED SURVEY CONTROL
 CB0788
 CB0788.No superseded survey control is available for this station.
 CB0788
 CB0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV983650(NAD 83)
 CB0788_MARKER: DB = BENCH MARK DISK
 CB0788_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0788_SP_SET: ABUTMENT
 CB0788_STAMPING: R 1430 1981
 CB0788_MARK LOGO: NGS   
 CB0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0788+STABILITY: POSITION/ELEVATION WELL
 CB0788
 CB0788  HISTORY     - Date     Condition        Report By
 CB0788  HISTORY     - 1981     MONUMENTED       NGS
 CB0788  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CB0788
 CB0788                          STATION DESCRIPTION
 CB0788
 CB0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0788'26.2 KM (16.3 MI) NW FROM EDEN.
 CB0788'26.2 KM (16.3 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 87 FROM ITS
 CB0788'JUNCTION WITH U. S. HIGHWAY 83 IN EDEN, IN TOP OF AND 0.6 METER (2.0
 CB0788'FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF A
 CB0788'HIGHWAY BRIDGE OVER THE KICKAPOO RIVER AND 7.7 METERS (25.3 FT)
 CB0788'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CB0788'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CB0788
 CB0788                          STATION RECOVERY (1999)
 CB0788
 CB0788'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0767 ***********************************************************************
 CB0767  DESIGNATION -  R 1431
 CB0767  PID         -  CB0767
 CB0767  STATE/COUNTY-  TX/TOM GREEN
 CB0767  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0767
 CB0767                         *CURRENT SURVEY CONTROL
 CB0767  ___________________________________________________________________
 CB0767* NAD 83(1986)-  31 26 46.     (N)    100 25 31.     (W)     SCALED    
 CB0767* NAVD 88     -       557.282  (meters)    1828.35   (feet)  ADJUSTED  
 CB0767  ___________________________________________________________________
 CB0767  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CB0767  DYNAMIC HT  -         556.520 (meters)    1825.85  (feet)  COMP
 CB0767  MODELED GRAV-     979,254.7   (mgal)                       NAVD 88
 CB0767
 CB0767  VERT ORDER  -  FIRST     CLASS II
 CB0767
 CB0767.The horizontal coordinates were scaled from a topographic map and have
 CB0767.an estimated accuracy of +/- 6 seconds.
 CB0767
 CB0767.The orthometric height was determined by differential leveling
 CB0767.and adjusted by the National Geodetic Survey in June 1991..
 CB0767
 CB0767.The geoid height was determined by GEOID03.
 CB0767
 CB0767.The dynamic height is computed by dividing the NAVD 88
 CB0767.geopotential number by the normal gravity value computed on the
 CB0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0767.degrees latitude (g = 980.6199 gals.).
 CB0767
 CB0767.The modeled gravity was interpolated from observed gravity values.
 CB0767
 CB0767;                    North         East    Units  Estimated Accuracy
 CB0767;SPC TX C     - 3,197,270.      691,260.      MT  (+/- 180 meters Scaled)
 CB0767
 CB0767                          SUPERSEDED SURVEY CONTROL
 CB0767
 CB0767.No superseded survey control is available for this station.
 CB0767
 CB0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV645799(NAD 83)
 CB0767_MARKER: DB = BENCH MARK DISK
 CB0767_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0767_SP_SET: ABUTMENT
 CB0767_STAMPING: R 1431 1981
 CB0767_MARK LOGO: NGS   
 CB0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0767
 CB0767  HISTORY     - Date     Condition        Report By
 CB0767  HISTORY     - 1981     MONUMENTED       NGS
 CB0767  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 CB0767
 CB0767                          STATION DESCRIPTION
 CB0767
 CB0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0767'IN SAN ANGELO.
 CB0767'IN SAN ANGELO, IN TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT
 CB0767'OF THE EAST AVENUE K BRIDGE (LONE WOLF BRIDGE) OVER THE CONCHO RIVER
 CB0767'AND 3.5 METERS (11.5 FT) NORTH OF THE CENTERLINE OF THE ROAD.
 CB0767'THE MARK IS 1.3 M BELOW THE ROAD.
 CB0767
 CB0767                          STATION RECOVERY (2003)
 CB0767
 CB0767'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0504 ***********************************************************************
 AZ0504  DESIGNATION -  R 1432
 AZ0504  PID         -  AZ0504
 AZ0504  STATE/COUNTY-  TX/KINNEY
 AZ0504  USGS QUAD   -  ODLAW (1974)
 AZ0504
 AZ0504                         *CURRENT SURVEY CONTROL
 AZ0504  ___________________________________________________________________
 AZ0504* NAD 83(1986)-  29 14 48.     (N)    100 11 53.     (W)     SCALED    
 AZ0504* NAVD 88     -       359.101  (meters)    1178.15   (feet)  ADJUSTED  
 AZ0504  ___________________________________________________________________
 AZ0504  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0504  DYNAMIC HT  -         358.579 (meters)    1176.44  (feet)  COMP
 AZ0504  MODELED GRAV-     979,177.5   (mgal)                       NAVD 88
 AZ0504
 AZ0504  VERT ORDER  -  FIRST     CLASS II
 AZ0504
 AZ0504.The horizontal coordinates were scaled from a topographic map and have
 AZ0504.an estimated accuracy of +/- 6 seconds.
 AZ0504
 AZ0504.The orthometric height was determined by differential leveling
 AZ0504.and adjusted by the National Geodetic Survey in June 1991..
 AZ0504
 AZ0504.The geoid height was determined by GEOID03.
 AZ0504
 AZ0504.The dynamic height is computed by dividing the NAVD 88
 AZ0504.geopotential number by the normal gravity value computed on the
 AZ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0504.degrees latitude (g = 980.6199 gals.).
 AZ0504
 AZ0504.The modeled gravity was interpolated from observed gravity values.
 AZ0504
 AZ0504;                    North         East    Units  Estimated Accuracy
 AZ0504;SPC TXSC     - 4,157,230.      483,560.      MT  (+/- 180 meters Scaled)
 AZ0504
 AZ0504                          SUPERSEDED SURVEY CONTROL
 AZ0504
 AZ0504.No superseded survey control is available for this station.
 AZ0504
 AZ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT835359(NAD 83)
 AZ0504_MARKER: DB = BENCH MARK DISK
 AZ0504_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0504_SP_SET: ROCK OUTCROP
 AZ0504_STAMPING: R 1432 1982
 AZ0504_MARK LOGO: NGS   
 AZ0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0504+STABILITY: POSITION/ELEVATION WELL
 AZ0504
 AZ0504  HISTORY     - Date     Condition        Report By
 AZ0504  HISTORY     - 1982     MONUMENTED       NGS
 AZ0504  HISTORY     - 19960223 GOOD             USPSQD
 AZ0504
 AZ0504                          STATION DESCRIPTION
 AZ0504
 AZ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0504'26.5 KM (16.4 MI) ENE FROM SPOFFORD.
 AZ0504'26.3 KM (16.3 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM THE
 AZ0504'JUNCTION OF STATE ROUTE 131 IN SPOFFORD, THENCE EAST SOUTHEAST ALONG
 AZ0504'U.S. HIGHWAY 90 FOR 0.16 KM (0.1 MI), ABOUT 30.5 METERS (100.0 FT)
 AZ0504'NORTHWEST OF THE SOUTHEAST END OF A ROCKY CUT BANK, AT THE EXTREME
 AZ0504'NORTHEAST EDGE OF THE CUT, SET IN TOP OF A 0.91 X 1.5 METERS (3 BY
 AZ0504'5 FT) FLAT OUTCROP OF ROCK, 16.8 METERS (55.0 FT) SOUTH SOUTHWEST OF
 AZ0504'CENTERLINE OF HIGHWAY, AND 6.6 METERS (21.5 FT) NORTH NORTHEAST OF A
 AZ0504'FENCE LINE.
 AZ0504'THE MARK IS 6.4 METERS  NNE FROM A WITNESS POST.
 AZ0504'THE MARK IS 1.4 M ABOVE HIGHWAY.
 AZ0504
 AZ0504                          STATION RECOVERY (1996)
 AZ0504
 AZ0504'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0521 ***********************************************************************
 AZ0521  DESIGNATION -  R 1433
 AZ0521  PID         -  AZ0521
 AZ0521  STATE/COUNTY-  TX/KINNEY
 AZ0521  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0521
 AZ0521                         *CURRENT SURVEY CONTROL
 AZ0521  ___________________________________________________________________
 AZ0521* NAD 83(1986)-  29 07 18.     (N)    100 26 47.     (W)     SCALED    
 AZ0521* NAVD 88     -       293.061  (meters)     961.48   (feet)  ADJUSTED  
 AZ0521  ___________________________________________________________________
 AZ0521  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0521  DYNAMIC HT  -         292.631 (meters)     960.07  (feet)  COMP
 AZ0521  MODELED GRAV-     979,170.9   (mgal)                       NAVD 88
 AZ0521
 AZ0521  VERT ORDER  -  FIRST     CLASS II
 AZ0521
 AZ0521.The horizontal coordinates were scaled from a topographic map and have
 AZ0521.an estimated accuracy of +/- 6 seconds.
 AZ0521
 AZ0521.The orthometric height was determined by differential leveling
 AZ0521.and adjusted by the National Geodetic Survey in June 1991..
 AZ0521
 AZ0521.The geoid height was determined by GEOID03.
 AZ0521
 AZ0521.The dynamic height is computed by dividing the NAVD 88
 AZ0521.geopotential number by the normal gravity value computed on the
 AZ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0521.degrees latitude (g = 980.6199 gals.).
 AZ0521
 AZ0521.The modeled gravity was interpolated from observed gravity values.
 AZ0521
 AZ0521;                    North         East    Units  Estimated Accuracy
 AZ0521;SPC TXSC     - 4,143,650.      459,250.      MT  (+/- 180 meters Scaled)
 AZ0521
 AZ0521                          SUPERSEDED SURVEY CONTROL
 AZ0521
 AZ0521.No superseded survey control is available for this station.
 AZ0521
 AZ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT592223(NAD 83)
 AZ0521_MARKER: I = METAL ROD
 AZ0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0521_SP_SET: STAINLESS STEEL ROD
 AZ0521_STAMPING: R 1433 1982
 AZ0521_MARK LOGO: NGS   
 AZ0521_PROJECTION: FLUSH
 AZ0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0521_ROD/PIPE-DEPTH: 4.9  meters
 AZ0521
 AZ0521  HISTORY     - Date     Condition        Report By
 AZ0521  HISTORY     - 1982     MONUMENTED       NGS
 AZ0521  HISTORY     - 19960223 MARK NOT FOUND   USPSQD
 AZ0521
 AZ0521                          STATION DESCRIPTION
 AZ0521
 AZ0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0521'6.9 KM (4.25 MI) SSW FROM SPOFFORD.
 AZ0521'6.9 KM (4.25 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AZ0521'JUNCTION OF FARM ROAD 1572 IN SPOFFORD, 18.0 METERS (59.1 FT)
 AZ0521'SOUTHEAST OF CENTERLINE OF THE HIGHWAY, 13.4 METERS (44.0 FT)
 AZ0521'SOUTHWEST OF AN EXTENDED LINE OF A NORTHWEST SOUTHEAST FENCE LINE, AND
 AZ0521'0.3 METER (1.0 FT) NORTHWEST OF A FENCE LINE, NOTE, ROD DRIVEN TO
 AZ0521'REFUSAL.
 AZ0521'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AZ0521'THE MARK IS 0.15 M BELOW HIGHWAY.
 AZ0521
 AZ0521                          STATION RECOVERY (1996)
 AZ0521
 AZ0521'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1621 ***********************************************************************
 AY1621  DESIGNATION -  R 1434
 AY1621  PID         -  AY1621
 AY1621  STATE/COUNTY-  TX/MEDINA
 AY1621  USGS QUAD   -  CASTROVILLE (1982)
 AY1621
 AY1621                         *CURRENT SURVEY CONTROL
 AY1621  ___________________________________________________________________
 AY1621* NAD 83(1986)-  29 20 55.     (N)    098 57 59.     (W)     SCALED    
 AY1621* NAVD 88     -       300.257  (meters)     985.09   (feet)  ADJUSTED  
 AY1621  ___________________________________________________________________
 AY1621  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AY1621  DYNAMIC HT  -         299.822 (meters)     983.67  (feet)  COMP
 AY1621  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AY1621
 AY1621  VERT ORDER  -  FIRST     CLASS II
 AY1621
 AY1621.The horizontal coordinates were scaled from a topographic map and have
 AY1621.an estimated accuracy of +/- 6 seconds.
 AY1621
 AY1621.The orthometric height was determined by differential leveling
 AY1621.and adjusted by the National Geodetic Survey in June 1991..
 AY1621
 AY1621.The geoid height was determined by GEOID03.
 AY1621
 AY1621.The dynamic height is computed by dividing the NAVD 88
 AY1621.geopotential number by the normal gravity value computed on the
 AY1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1621.degrees latitude (g = 980.6199 gals.).
 AY1621
 AY1621.The modeled gravity was interpolated from observed gravity values.
 AY1621
 AY1621;                    North         East    Units  Estimated Accuracy
 AY1621;SPC TXSC     - 4,167,930.      603,260.      MT  (+/- 180 meters Scaled)
 AY1621
 AY1621                          SUPERSEDED SURVEY CONTROL
 AY1621
 AY1621.No superseded survey control is available for this station.
 AY1621
 AY1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT032466(NAD 83)
 AY1621_MARKER: I = METAL ROD
 AY1621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1621_SP_SET: STAINLESS STEEL ROD
 AY1621_STAMPING: R 1434 1982
 AY1621_MARK LOGO: NGS   
 AY1621_PROJECTION: FLUSH
 AY1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1621_ROD/PIPE-DEPTH: 4.6  meters
 AY1621
 AY1621  HISTORY     - Date     Condition        Report By
 AY1621  HISTORY     - 1982     MONUMENTED       NGS
 AY1621  HISTORY     - 19970211 GOOD             USPSQD
 AY1621  HISTORY     - 20020913 GOOD             USPSQD
 AY1621  HISTORY     - 20050521 GOOD             USPSQD
 AY1621
 AY1621                          STATION DESCRIPTION
 AY1621
 AY1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1621'9.8 KM (6.1 MI) WEST FROM CASTROVILLE.
 AY1621'9.8 KM (6.1 MI) WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1621'ROAD 471 NORTH IN CASTROVILLE, ABOUT 61 METERS (200.0 FT) EAST OF THE
 AY1621'WEST END OF A CUT BANK, AND AT THE TOP OF A LOW HILL, AT A NORTH
 AY1621'SOUTH, EAST WEST FENCE LINE INTERSECTION, 23.2 METERS (76.0 FT) NORTH
 AY1621'OF CENTERLINE OF HIGHWAY (SLOPE MEASUREMENT), 0.30 METERS (1.0 FT)
 AY1621'SOUTH OF A FENCE LINE, 9.3 METERS (30.5 FT) EAST OF A 4 BY 4 INCH
 AY1621'WOODEN WITNESS POST, 0.85 METERS (2.8 FT) WEST OF A NORTH SOUTH, EAST
 AY1621'WEST FENCE LINE INTERSECTION POST, 0.61 METERS (2.0 FT) EAST OF A
 AY1621'METAL RIGHT OF WAY POST.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1621'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1621'THE MARK IS 1.8 M ABOVE HIGHWAY.
 AY1621
 AY1621                          STATION RECOVERY (1997)
 AY1621
 AY1621'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1621'RECOVERED IN GOOD CONDITION.
 AY1621
 AY1621                          STATION RECOVERY (2002)
 AY1621
 AY1621'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1621'RECOVERED IN GOOD CONDITION.
 AY1621
 AY1621                          STATION RECOVERY (2005)
 AY1621
 AY1621'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY1621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1210 ***********************************************************************
 AB1210  DESIGNATION -  R 1435
 AB1210  PID         -  AB1210
 AB1210  STATE/COUNTY-  TX/CAMERON
 AB1210  USGS QUAD   -  LOS FRESNOS (1983)
 AB1210
 AB1210                         *CURRENT SURVEY CONTROL
 AB1210  ___________________________________________________________________
 AB1210* NAD 83(1986)-  26 01 47.     (N)    097 24 25.     (W)     SCALED    
 AB1210* NAVD 88     -         2.315  (meters)       7.60   (feet)  ADJUSTED  
 AB1210  ___________________________________________________________________
 AB1210  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB1210  DYNAMIC HT  -           2.312 (meters)       7.59  (feet)  COMP
 AB1210  MODELED GRAV-     979,047.1   (mgal)                       NAVD 88
 AB1210
 AB1210  VERT ORDER  -  FIRST     CLASS II
 AB1210
 AB1210.The horizontal coordinates were scaled from a topographic map and have
 AB1210.an estimated accuracy of +/- 6 seconds.
 AB1210
 AB1210.The orthometric height was determined by differential leveling
 AB1210.and adjusted by the National Geodetic Survey in June 1991..
 AB1210
 AB1210.The geoid height was determined by GEOID03.
 AB1210
 AB1210.The dynamic height is computed by dividing the NAVD 88
 AB1210.geopotential number by the normal gravity value computed on the
 AB1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1210.degrees latitude (g = 980.6199 gals.).
 AB1210
 AB1210.The modeled gravity was interpolated from observed gravity values.
 AB1210
 AB1210;                    North         East    Units  Estimated Accuracy
 AB1210;SPC TX S     - 5,040,700.      409,410.      MT  (+/- 180 meters Scaled)
 AB1210
 AB1210                          SUPERSEDED SURVEY CONTROL
 AB1210
 AB1210.No superseded survey control is available for this station.
 AB1210
 AB1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP594799(NAD 83)
 AB1210_MARKER: I = METAL ROD
 AB1210_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1210_SP_SET: STAINLESS STEEL ROD
 AB1210_STAMPING: R 1435 1982
 AB1210_MARK LOGO: NGS   
 AB1210_PROJECTION: FLUSH
 AB1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1210_ROD/PIPE-DEPTH: 9.7  meters
 AB1210
 AB1210  HISTORY     - Date     Condition        Report By
 AB1210  HISTORY     - 1982     MONUMENTED       NGS
 AB1210  HISTORY     - 19910306 GOOD             USPSQD
 AB1210
 AB1210                          STATION DESCRIPTION
 AB1210
 AB1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1210'19.2 KM (11.95 MI) NE FROM BROWNSVILLE.
 AB1210'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1210'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB1210'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB1210'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE 4.0 KM
 AB1210'(2.5 MI) NORTH ALONG ROBINDALE ROAD, THENCE 2.6 KM (1.6 MI) NORTH
 AB1210'NORTHEAST ALONG OLD PORT ISABEL ROAD TO THE JUNCTION OF STATE HIGHWAY
 AB1210'511, THENCE 7.0 KM (4.35 MI) NORTH NORTHEAST ALONG OLD PORT ISABEL
 AB1210'ROAD AT A POWERLINE POLE ON THE EAST SOUTHEAST SIDE OF THE ROAD,
 AB1210'0.7 KM (0.45 MI) SOUTH SOUTHWEST OF A SEIDRIFT PIPELINE CROSSING, SET
 AB1210'AT THE FIFTH POWERLINE POLE SOUTH SOUTHWEST OF A POWERLINE POLE WITH
 AB1210'A TRANSFORMER, 0.5 KM (0.3 MI) NORTH NORTHEAST OF A CONCRETE CULVERT
 AB1210'UNDER OLD PORT ISABEL ROAD, 45.7 METERS (150.0 FT) SOUTH SOUTHWEST OF
 AB1210'THE CENTER OF A TRACK ROAD LEADING SOUTH SOUTHEAST, 8.2 METERS
 AB1210'(27.0 FT) EAST SOUTHEAST OF THE CENTER OF THE DIRT ROAD, AND
 AB1210'0.76 METERS (2.5 FT) NORTH NORTHEAST OF A POWERLINE POLE.
 AB1210'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 AB1210'THE MARK IS ABOVE LEVEL WITH DIRT ROAD.
 AB1210
 AB1210                          STATION RECOVERY (1991)
 AB1210
 AB1210'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0535 ***********************************************************************
 AZ0535  DESIGNATION -  R 1436
 AZ0535  PID         -  AZ0535
 AZ0535  STATE/COUNTY-  TX/KINNEY
 AZ0535  USGS QUAD   -  MUD CREEK NORTH (1978)
 AZ0535
 AZ0535                         *CURRENT SURVEY CONTROL
 AZ0535  ___________________________________________________________________
 AZ0535* NAD 83(1986)-  29 23 07.     (N)    100 40 59.     (W)     SCALED    
 AZ0535* NAVD 88     -       331.995  (meters)    1089.22   (feet)  ADJUSTED  
 AZ0535  ___________________________________________________________________
 AZ0535  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0535  DYNAMIC HT  -         331.507 (meters)    1087.62  (feet)  COMP
 AZ0535  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 AZ0535
 AZ0535  VERT ORDER  -  FIRST     CLASS II
 AZ0535
 AZ0535.The horizontal coordinates were scaled from a topographic map and have
 AZ0535.an estimated accuracy of +/- 6 seconds.
 AZ0535
 AZ0535.The orthometric height was determined by differential leveling
 AZ0535.and adjusted by the National Geodetic Survey in June 1991..
 AZ0535
 AZ0535.The geoid height was determined by GEOID03.
 AZ0535
 AZ0535.The dynamic height is computed by dividing the NAVD 88
 AZ0535.geopotential number by the normal gravity value computed on the
 AZ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0535.degrees latitude (g = 980.6199 gals.).
 AZ0535
 AZ0535.The modeled gravity was interpolated from observed gravity values.
 AZ0535
 AZ0535;                    North         East    Units  Estimated Accuracy
 AZ0535;SPC TXSC     - 4,173,170.      436,650.      MT  (+/- 180 meters Scaled)
 AZ0535
 AZ0535                          SUPERSEDED SURVEY CONTROL
 AZ0535
 AZ0535.No superseded survey control is available for this station.
 AZ0535
 AZ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT366518(NAD 83)
 AZ0535_MARKER: DB = BENCH MARK DISK
 AZ0535_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0535_SP_SET: ROCK OUTCROP
 AZ0535_STAMPING: R 1436 1982
 AZ0535_MARK LOGO: NGS   
 AZ0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0535+STABILITY: POSITION/ELEVATION WELL
 AZ0535
 AZ0535  HISTORY     - Date     Condition        Report By
 AZ0535  HISTORY     - 1982     MONUMENTED       NGS
 AZ0535  HISTORY     - 19960524 GOOD             USPSQD
 AZ0535
 AZ0535                          STATION DESCRIPTION
 AZ0535
 AZ0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0535'24.5 KM (15.25 MI) EAST FROM DEL RIO.
 AZ0535'2.2 KM (1.4 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 90 AND 277 (AVENUE
 AZ0535'F STREET) FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF U.S.
 AZ0535'HIGHWAY 90 EAST, THENCE 22.3 KM (13.85 MI) EAST ALONG U.S. HIGHWAY
 AZ0535'90, AT A SMALL ROCKY KNOLL BETWEEN THE SOUTHERN PACIFIC RAILROAD AND
 AZ0535'U.S. HIGHWAY 90, THE DISK IS CEMENTED IN THE TOP OF A 4X4 FT OUT-CROP
 AZ0535'OF ROCK PROJECTING ABOUT 2-INCHES, 102.1 METERS (335.9 FT) EAST
 AZ0535'SOUTHEAST OF AN EXTENDED CENTERLINE OF A CALICHI ROAD LEADING
 AZ0535'NORTHEAST, 16.1 METERS (53.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AZ0535'HIGHWAY 90, 40.2 METERS (132.0 FT) NORTH-NORTHEAST OF THE NORTH
 AZ0535'NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACKS, 39.0 METERS
 AZ0535'(128.9 FT) NORTHWEST OF A TELEPHONE POLE, 35.0 METERS (115 .0 FT)
 AZ0535'NORTHEAST OF A TELEPHONE POLE.
 AZ0535'THE MARK IS 2.35 METERS  N FROM A WITNESS POST.
 AZ0535'THE MARK IS ABOVE LEVEL WITH HIGHWAY 90.
 AZ0535
 AZ0535                          STATION RECOVERY (1996)
 AZ0535
 AZ0535'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1667 ***********************************************************************
 AY1667  DESIGNATION -  R 1437
 AY1667  PID         -  AY1667
 AY1667  STATE/COUNTY-  TX/BEXAR
 AY1667  USGS QUAD   -  VAN RAUB (1991)
 AY1667
 AY1667                         *CURRENT SURVEY CONTROL
 AY1667  ___________________________________________________________________
 AY1667* NAD 83(1986)-  29 39 50.     (N)    098 37 43.     (W)     SCALED    
 AY1667* NAVD 88     -       344.166  (meters)    1129.15   (feet)  ADJUSTED  
 AY1667  ___________________________________________________________________
 AY1667  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AY1667  DYNAMIC HT  -         343.663 (meters)    1127.50  (feet)  COMP
 AY1667  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 AY1667
 AY1667  VERT ORDER  -  FIRST     CLASS II
 AY1667
 AY1667.The horizontal coordinates were scaled from a topographic map and have
 AY1667.an estimated accuracy of +/- 6 seconds.
 AY1667
 AY1667.The orthometric height was determined by differential leveling
 AY1667.and adjusted by the National Geodetic Survey in June 1991..
 AY1667
 AY1667.The geoid height was determined by GEOID03.
 AY1667
 AY1667.The dynamic height is computed by dividing the NAVD 88
 AY1667.geopotential number by the normal gravity value computed on the
 AY1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1667.degrees latitude (g = 980.6199 gals.).
 AY1667
 AY1667.The modeled gravity was interpolated from observed gravity values.
 AY1667
 AY1667;                    North         East    Units  Estimated Accuracy
 AY1667;SPC TXSC     - 4,202,930.      635,950.      MT  (+/- 180 meters Scaled)
 AY1667
 AY1667                          SUPERSEDED SURVEY CONTROL
 AY1667
 AY1667.No superseded survey control is available for this station.
 AY1667
 AY1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT359816(NAD 83)
 AY1667_MARKER: I = METAL ROD
 AY1667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1667_SP_SET: STAINLESS STEEL ROD
 AY1667_STAMPING: R 1437 1982
 AY1667_MARK LOGO: NGS   
 AY1667_PROJECTION: FLUSH
 AY1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1667_ROD/PIPE-DEPTH: 1.9  meters
 AY1667
 AY1667  HISTORY     - Date     Condition        Report By
 AY1667  HISTORY     - 1982     MONUMENTED       NGS
 AY1667  HISTORY     - 1990     GOOD             USPSQD
 AY1667
 AY1667                          STATION DESCRIPTION
 AY1667
 AY1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1667'19.6 KM (12.25 MI) SE FROM BOERNE.
 AY1667'2.6 KM (1.65 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1667'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 17.0 KM (10.6 MI)
 AY1667'SOUTHEAST ALONG THE EAST FRONTAGE ROAD, AT THE LEON SPRINGS
 AY1667'PRESBYTERIAN CHURCH, 17.6 METERS (58.0 FT) WEST SOUTHWEST OF THE
 AY1667'CENTERLINE OF FRONTAGE ROAD, 9.7 METERS (32.0 FT) SOUTH SOUTHEAST OF A
 AY1667'POWERLINE POLE NUMBER N 1820, 10.0 METERS (33.0 FT) SOUTH SOUTHEAST OF
 AY1667'THE SOUTHWEST CORNER OF THE ASPHALT CHURCH PARKING LOT, 32.3 METERS
 AY1667'(106.0 FT) NORTH NORTHWEST OF THE CENTER OF A GRAVELED DRIVEWAY,
 AY1667'0.15 METERS (0.5 FT) EAST NORTHEAST OF A FENCE LINE.  NOTE, 3
 AY1667'DIFFERENT SITES WERE SELECTED IN THIS AREA, ALL HIT ROCK.  ROD WAS
 AY1667'DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 AY1667'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 AY1667'THE MARK IS 0.6 M BELOW BFRONTAGE ROAD.
 AY1667
 AY1667                          STATION RECOVERY (1990)
 AY1667
 AY1667'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0516 ***********************************************************************
 AO0516  DESIGNATION -  R 1438
 AO0516  PID         -  AO0516
 AO0516  STATE/COUNTY-  TX/DIMMIT
 AO0516  USGS QUAD   -  ASHERTON (1982)
 AO0516
 AO0516                         *CURRENT SURVEY CONTROL
 AO0516  ___________________________________________________________________
 AO0516* NAD 83(1986)-  28 27 43.     (N)    099 47 31.     (W)     SCALED    
 AO0516* NAVD 88     -       176.185  (meters)     578.03   (feet)  ADJUSTED  
 AO0516  ___________________________________________________________________
 AO0516  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AO0516  DYNAMIC HT  -         175.920 (meters)     577.16  (feet)  COMP
 AO0516  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 AO0516
 AO0516  VERT ORDER  -  FIRST     CLASS II
 AO0516
 AO0516.The horizontal coordinates were scaled from a topographic map and have
 AO0516.an estimated accuracy of +/- 6 seconds.
 AO0516
 AO0516.The orthometric height was determined by differential leveling
 AO0516.and adjusted by the National Geodetic Survey in June 1991..
 AO0516
 AO0516.The geoid height was determined by GEOID03.
 AO0516
 AO0516.The dynamic height is computed by dividing the NAVD 88
 AO0516.geopotential number by the normal gravity value computed on the
 AO0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0516.degrees latitude (g = 980.6199 gals.).
 AO0516
 AO0516.The modeled gravity was interpolated from observed gravity values.
 AO0516
 AO0516;                    North         East    Units  Estimated Accuracy
 AO0516;SPC TXSC     - 4,069,930.      522,440.      MT  (+/- 180 meters Scaled)
 AO0516
 AO0516                          SUPERSEDED SURVEY CONTROL
 AO0516
 AO0516.No superseded survey control is available for this station.
 AO0516
 AO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS224486(NAD 83)
 AO0516_MARKER: I = METAL ROD
 AO0516_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0516+WITH SETTING: INFORMATION.
 AO0516_SP_SET: SHALLOW SET METAL ROD
 AO0516_STAMPING: R 1438 1982
 AO0516_MARK LOGO: NGS   
 AO0516_PROJECTION: FLUSH
 AO0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0516_ROD/PIPE-DEPTH: 3.6  meters
 AO0516
 AO0516  HISTORY     - Date     Condition        Report By
 AO0516  HISTORY     - 1982     MONUMENTED       NGS
 AO0516  HISTORY     - 19970621 GOOD             USPSQD
 AO0516
 AO0516                          STATION DESCRIPTION
 AO0516
 AO0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0516'4.6 KM (2.85 MI) NW FROM ASHERTON.
 AO0516'2.95 KM (1.85 MI) NORTHWEST ALONG FARM ROAD 190 (FORMERLY U.S. HIGHWAY
 AO0516'83) FROM THE POST OFFICE IN ASHERTON, TO THE JUNCTION OF FARM ROAD 190
 AO0516'AND U.S. HIGHWAY 83, THENCE 1.6 KM (1.0 MI) NORTHWEST ALONG U.S.
 AO0516'HIGHWAY 83 AT A PRIVATE DRIVEWAY LEADING TO A BRICK HOUSE, 25.0 METERS
 AO0516'(82.0 FT) NORTH NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.9 METERS
 AO0516'(28.5 FT) EAST SOUTHEAST OF THE CENTERLINE OF PRIVATE DRIVEWAY,
 AO0516'1.2 METERS (4.0 FT) EAST SOUTHEAST OF A TELEPHONE POLE, 0.4 METER
 AO0516'(1.6 FT) WEST SOUTHWEST OF A FENCE.
 AO0516'THE MARK IS 0.4 METERS  NNW FROM A WITNESS POST.
 AO0516'THE MARK IS 0.3 M ABOVE HIGHWAY.
 AO0516
 AO0516                          STATION RECOVERY (1997)
 AO0516
 AO0516'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0139 ***********************************************************************
 AP0139  DESIGNATION -  R 1439
 AP0139  PID         -  AP0139
 AP0139  STATE/COUNTY-  TX/MAVERICK
 AP0139  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0139
 AP0139                         *CURRENT SURVEY CONTROL
 AP0139  ___________________________________________________________________
 AP0139* NAD 83(1986)-  28 41 26.     (N)    100 22 22.     (W)     SCALED    
 AP0139* NAVD 88     -       252.360  (meters)     827.95   (feet)  ADJUSTED  
 AP0139  ___________________________________________________________________
 AP0139  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AP0139  DYNAMIC HT  -         251.983 (meters)     826.71  (feet)  COMP
 AP0139  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 AP0139
 AP0139  VERT ORDER  -  FIRST     CLASS II
 AP0139
 AP0139.The horizontal coordinates were scaled from a topographic map and have
 AP0139.an estimated accuracy of +/- 6 seconds.
 AP0139
 AP0139.The orthometric height was determined by differential leveling
 AP0139.and adjusted by the National Geodetic Survey in June 1991..
 AP0139
 AP0139.The geoid height was determined by GEOID03.
 AP0139
 AP0139.The dynamic height is computed by dividing the NAVD 88
 AP0139.geopotential number by the normal gravity value computed on the
 AP0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0139.degrees latitude (g = 980.6199 gals.).
 AP0139
 AP0139.The modeled gravity was interpolated from observed gravity values.
 AP0139
 AP0139;                    North         East    Units  Estimated Accuracy
 AP0139;SPC TXSC     - 4,095,790.      465,860.      MT  (+/- 180 meters Scaled)
 AP0139
 AP0139                          SUPERSEDED SURVEY CONTROL
 AP0139
 AP0139.No superseded survey control is available for this station.
 AP0139
 AP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS658744(NAD 83)
 AP0139_MARKER: I = METAL ROD
 AP0139_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0139_SP_SET: STAINLESS STEEL ROD
 AP0139_STAMPING: R 1439 1982
 AP0139_MARK LOGO: NGS   
 AP0139_PROJECTION: FLUSH
 AP0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0139
 AP0139  HISTORY     - Date     Condition        Report By
 AP0139  HISTORY     - 1982     MONUMENTED       NGS
 AP0139
 AP0139                          STATION DESCRIPTION
 AP0139
 AP0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0139'13.3 KM (8.25 MI) EAST FROM EAGLE PASS.
 AP0139'13.3 KM (8.25 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0139'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0139'STREET AND MADISON STREET, NEAR A SMALL CONCRETE CULVERT, 46.0 METERS
 AP0139'(151.0 FT) SOUTH OF A TELEPHONE JUNCTION BOX NUMBER 23 1/2, 24.0
 AP0139'METERS (79.0 FT) SOUTHEAST OF THE CENTER OF THE SOUTH HEADWALL OF A
 AP0139'SMALL CONCRETE CULVERT, 22.4 METERS (74.0 FT) SOUTH OF CENTERLINE OF
 AP0139'THE HIGHWAY, 0.4 METER (1.4 FT) NORTH OF RIGHT OF WAY FENCE.
 AP0139'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 AP0139'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0066 ***********************************************************************
 CC0066  SACS        -  This is a Secondary Airport Control Station.
 CC0066  DESIGNATION -  R 144
 CC0066  PID         -  CC0066
 CC0066  STATE/COUNTY-  TX/ECTOR
 CC0066  USGS QUAD   -  ODESSA NW (1981)
 CC0066
 CC0066                         *CURRENT SURVEY CONTROL
 CC0066  ___________________________________________________________________
 CC0066* NAD 83(1993)-  31 54 44.37804(N)    102 23 40.85583(W)     ADJUSTED  
 CC0066* NAVD 88     -       898.922  (meters)    2949.21   (feet)  ADJUSTED  
 CC0066  ___________________________________________________________________
 CC0066  X           -  -1,163,362.648 (meters)                     COMP
 CC0066  Y           -  -5,293,619.392 (meters)                     COMP
 CC0066  Z           -   3,352,645.598 (meters)                     COMP
 CC0066  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CC0066  ELLIP HEIGHT-         875.03  (meters)          (02/14/01) GPS OBS
 CC0066  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CC0066  DYNAMIC HT  -         897.649 (meters)    2945.04  (feet)  COMP
 CC0066  MODELED GRAV-     979,193.3   (mgal)                       NAVD 88
 CC0066
 CC0066  HORZ ORDER  -  FIRST
 CC0066  VERT ORDER  -  FIRST     CLASS II
 CC0066  ELLP ORDER  -  FIFTH     CLASS I
 CC0066
 CC0066.This mark is at Odessa-Schlemeyer Fld (E02) Airport (E02)
 CC0066
 CC0066.The horizontal coordinates were established by GPS observations
 CC0066.and adjusted by the National Geodetic Survey in July 1997..
 CC0066
 CC0066.The orthometric height was determined by differential leveling
 CC0066.and adjusted by the National Geodetic Survey in June 1991..
 CC0066
 CC0066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0066
 CC0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0066
 CC0066.The ellipsoidal height was determined by GPS observations
 CC0066.and is referenced to NAD 83.
 CC0066
 CC0066.The geoid height was determined by GEOID03.
 CC0066
 CC0066.The dynamic height is computed by dividing the NAVD 88
 CC0066.geopotential number by the normal gravity value computed on the
 CC0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0066.degrees latitude (g = 980.6199 gals.).
 CC0066
 CC0066.The modeled gravity was interpolated from observed gravity values.
 CC0066
 CC0066;                    North         East     Units Scale Factor Converg.
 CC0066;SPC TX C     - 3,250,761.690   505,041.168   MT  1.00000792   -1 03 42.2
 CC0066;SPC TX C     -10,665,207.31  1,656,955.90   sFT  1.00000792   -1 03 42.2
 CC0066;UTM  13      - 3,533,680.021   746,357.800   MT  1.00034857   +1 22 40.5
 CC0066
 CC0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0066!SPC TX C     -   0.99986262  x   1.00000792  =   0.99987054
 CC0066!UTM  13      -   0.99986262  x   1.00034857  =   1.00021114
 CC0066
 CC0066                          SUPERSEDED SURVEY CONTROL
 CC0066
 CC0066  ELLIP H (07/15/97)  875.00   (m)                       GP(       ) 5 1
 CC0066  NAVD 88 (07/15/97)  898.92   (m)         2949.2    (f) LEVELING    3  
 CC0066  NGVD 29 (??/??/92)  898.526  (m)         2947.91   (f) ADJ UNCH    1 2
 CC0066
 CC0066.Superseded values are not recommended for survey control.
 CC0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0066.See file dsdata.txt to determine how the superseded data were derived.
 CC0066
 CC0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR4635833680(NAD 83)
 CC0066_MARKER: DB = BENCH MARK DISK
 CC0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0066_STAMPING: R 144 1934
 CC0066_MARK LOGO: CGS   
 CC0066_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0066+STABILITY: SURFACE MOTION
 CC0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0066+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1995
 CC0066
 CC0066  HISTORY     - Date     Condition        Report By
 CC0066  HISTORY     - 1934     MONUMENTED       CGS
 CC0066  HISTORY     - 1957     GOOD             NGS
 CC0066  HISTORY     - 1978     GOOD             DOD
 CC0066  HISTORY     - 19950517 GOOD             NGS
 CC0066  HISTORY     - 20000212 GOOD             LOCSUR
 CC0066
 CC0066                          STATION DESCRIPTION
 CC0066
 CC0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0066'4.8 MI NW FROM ODESSA.
 CC0066'THIS MARK IS NEAR THE NORTH LIMITS OF THE CITY OF ODESSA, 4.8 MILES
 CC0066'NORTHWEST ALONG STATE HIGHWAY NO. 51.  IT IS 1 FOOT EAST OF THE WEST
 CC0066'RIGHT-OF-WAY LINE OF THE HIGHWAY, 5 FEET NORTH OF THE NORTHEAST CORNER
 CC0066'OF THE BONNELL COMPANY, OIL FIELD SUPPLY YARD AND IS ACROSS THE
 CC0066'HIGHWAY WEST FROM THE SOUTH END OF THE ODESSA AIRPORT.  A STANDARD
 CC0066'DISK STAMPED R 144 1943 IN A CONCRETE POST WHICH PROJECTS ABOUT 3
 CC0066'INCHES.  TO REACH FROM THE COURT HOUSE IN ODESSA.  GO NORTH AND
 CC0066'NORTHWEST ON HIGHWAY NO. 51, 04.8 MILES TO THE MARK ON THE LEFT AS
 CC0066'DESCRIBED.
 CC0066
 CC0066                          STATION RECOVERY (1978)
 CC0066
 CC0066'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CC0066'ON FRONTAGE ROAD NEXT TO US 385, (A DEAD END ROAD).
 CC0066
 CC0066                          STATION RECOVERY (1995)
 CC0066
 CC0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CC0066'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTH-NORTHWEST OF
 CC0066'ODESSA, WEST OF THE SOUTH END OF THE AIRPORT, ON THE WEST SIDE OF
 CC0066'HIGHWAY 385 AND A DEAD END ACCESS ROAD, IN FRONT OF A HOUSE AT 1103.
 CC0066'OWNERSHIP--STATE HIGHWAY DEPARTMENT.  TO REACH THE STATION FROM THE
 CC0066'JUNCTION OF INTERSTATE HIGHWAY 20 AND U.S.  HIGHWAY 385 IN ODESSA, GO
 CC0066'10.93 KM (6.80 MI) NORTH ALONG HIGHWAY 385 TO THE AIRPORT ENTRANCE ON
 CC0066'THE RIGHT.  TURN LEFT TO THE ACCESS ROAD PARALLELING THE HIGHWAY,
 CC0066'SOUTH, GO SOUTH 0.77 KM (0.45 MI) TO THE FIRST HOUSE NORTH OF A
 CC0066'HIGHWAY INTERSECTION AND THE STATION ON THE RIGHT.  THE STATION IS
 CC0066'18.3 M (60.0 FT) SOUTHEAST OF THE CENTER OF THE DRIVEWAY TO THE HOUSE
 CC0066'AT 1103, 14.8 M (48.6 FT) WEST OF THE CENTERLINE OF THE ACCESS ROAD,
 CC0066'2.0 M (6.6 FT) NORTH OF A FENCE CORNER, AND 0.3 M (1.0 FT) BELOW THE
 CC0066'LEVEL OF THE ROAD.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 CC0066
 CC0066                          STATION RECOVERY (2000)
 CC0066
 CC0066'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CC0066'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE--MARK MAY BE IN DANGER
 CC0066'FROM PROPOSED CONSTRUCTION OF SW BELL TELEPHONE SWITCHGEAR BUILDING TO
 CC0066'BE LOCATED SW OF BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1607 ***********************************************************************
 AY1607  DESIGNATION -  R 1440
 AY1607  PID         -  AY1607
 AY1607  STATE/COUNTY-  TX/MEDINA
 AY1607  USGS QUAD   -  D'HANIS (1970)
 AY1607
 AY1607                         *CURRENT SURVEY CONTROL
 AY1607  ___________________________________________________________________
 AY1607* NAD 83(1986)-  29 19 56.     (N)    099 16 46.     (W)     SCALED    
 AY1607* NAVD 88     -       269.431  (meters)     883.96   (feet)  ADJUSTED  
 AY1607  ___________________________________________________________________
 AY1607  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AY1607  DYNAMIC HT  -         269.039 (meters)     882.67  (feet)  COMP
 AY1607  MODELED GRAV-     979,182.6   (mgal)                       NAVD 88
 AY1607
 AY1607  VERT ORDER  -  FIRST     CLASS II
 AY1607
 AY1607.The horizontal coordinates were scaled from a topographic map and have
 AY1607.an estimated accuracy of +/- 6 seconds.
 AY1607
 AY1607.The orthometric height was determined by differential leveling
 AY1607.and adjusted by the National Geodetic Survey in June 1991..
 AY1607
 AY1607.The geoid height was determined by GEOID03.
 AY1607
 AY1607.The dynamic height is computed by dividing the NAVD 88
 AY1607.geopotential number by the normal gravity value computed on the
 AY1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1607.degrees latitude (g = 980.6199 gals.).
 AY1607
 AY1607.The modeled gravity was interpolated from observed gravity values.
 AY1607
 AY1607;                    North         East    Units  Estimated Accuracy
 AY1607;SPC TXSC     - 4,166,150.      572,860.      MT  (+/- 180 meters Scaled)
 AY1607
 AY1607                          SUPERSEDED SURVEY CONTROL
 AY1607
 AY1607.No superseded survey control is available for this station.
 AY1607
 AY1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT728448(NAD 83)
 AY1607_MARKER: I = METAL ROD
 AY1607_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1607_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1607_STAMPING: R 1440 1982
 AY1607_MARK LOGO: NGS   
 AY1607_PROJECTION: RECESSED 3 CENTIMETERS
 AY1607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1607+STABILITY: POSITION/ELEVATION WELL
 AY1607_ROD/PIPE-DEPTH: 14.0 meters
 AY1607_SLEEVE-DEPTH  : 9.1 meters
 AY1607
 AY1607  HISTORY     - Date     Condition        Report By
 AY1607  HISTORY     - 1982     MONUMENTED       NGS
 AY1607  HISTORY     - 19950519 GOOD             USPSQD
 AY1607  HISTORY     - 20021029 GOOD             USPSQD
 AY1607
 AY1607                          STATION DESCRIPTION
 AY1607
 AY1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1607'IN D HANIS.
 AY1607'SET ABOUT HALFWAY BETWEEN THE NORTHEAST AND THE SOUTHEAST LEGS OF THE
 AY1607'D HANIS WATER TOWER IN D HANIS, LOCATED IN THE NORTHEAST PART OF TOWN,
 AY1607'12.6 METERS (41.5 FT) NORTHWEST OF THE TOP CENTER OF THE WATER PUMP
 AY1607'FOR WELL, 4.5 METERS (15.0 FT) EAST NORTHEAST OF THE EAST FACE OF THE
 AY1607'STAND PIPE, 5.0 METERS (16.5 FT) SOUTHEAST OF SOUTHEAST CORNER OF
 AY1607'FOUNDATION FOR THE NORTHEAST LEG OF WATER TOWER, 4.8 METERS (16.0 FT)
 AY1607'NORTH NORTHWEST OF THE NORTHWEST CORNER OF FOUNDATION  FOR THE
 AY1607'SOUTHEAST LEG OF WATER TOWER, AND 9.6 METERS (31.5 FT) WEST OF A CHAIN
 AY1607'LINK FENCE ON THE EAST SIDE OF THE TOWER.
 AY1607'THE MARK IS ABOVE LEVEL WITH LAWN.
 AY1607
 AY1607                          STATION RECOVERY (1995)
 AY1607
 AY1607'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1607'RECOVERED IN GOOD CONDITION.
 AY1607
 AY1607                          STATION RECOVERY (2002)
 AY1607
 AY1607'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0566 ***********************************************************************
 BN0566  DESIGNATION -  R 1441
 BN0566  PID         -  BN0566
 BN0566  STATE/COUNTY-  TX/MASON
 BN0566  USGS QUAD   -  GRIT (1970)
 BN0566
 BN0566                         *CURRENT SURVEY CONTROL
 BN0566  ___________________________________________________________________
 BN0566* NAD 83(1986)-  30 51 04.     (N)    099 16 28.     (W)     SCALED    
 BN0566* NAVD 88     -       560.031  (meters)    1837.37   (feet)  ADJUSTED  
 BN0566  ___________________________________________________________________
 BN0566  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BN0566  DYNAMIC HT  -         559.254 (meters)    1834.82  (feet)  COMP
 BN0566  MODELED GRAV-     979,235.7   (mgal)                       NAVD 88
 BN0566
 BN0566  VERT ORDER  -  FIRST     CLASS II
 BN0566
 BN0566.The horizontal coordinates were scaled from a topographic map and have
 BN0566.an estimated accuracy of +/- 6 seconds.
 BN0566
 BN0566.The orthometric height was determined by differential leveling
 BN0566.and adjusted by the National Geodetic Survey in June 1991..
 BN0566
 BN0566.The geoid height was determined by GEOID03.
 BN0566
 BN0566.The dynamic height is computed by dividing the NAVD 88
 BN0566.geopotential number by the normal gravity value computed on the
 BN0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0566.degrees latitude (g = 980.6199 gals.).
 BN0566
 BN0566.The modeled gravity was interpolated from observed gravity values.
 BN0566
 BN0566;                    North         East    Units  Estimated Accuracy
 BN0566;SPC TX C     - 3,131,780.      801,270.      MT  (+/- 180 meters Scaled)
 BN0566
 BN0566                          SUPERSEDED SURVEY CONTROL
 BN0566
 BN0566.No superseded survey control is available for this station.
 BN0566
 BN0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV737131(NAD 83)
 BN0566_MARKER: DB = BENCH MARK DISK
 BN0566_SETTING: 66 = SET IN ROCK OUTCROP
 BN0566_SP_SET: ROCK OUTCROP
 BN0566_STAMPING: R 1441 1982
 BN0566_MARK LOGO: NGS   
 BN0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0566+STABILITY: POSITION/ELEVATION WELL
 BN0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0566+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0566
 BN0566  HISTORY     - Date     Condition        Report By
 BN0566  HISTORY     - 1982     MONUMENTED       NGS
 BN0566  HISTORY     - 19960213 GOOD             USPSQD
 BN0566  HISTORY     - 20060318 GOOD             USPSQD
 BN0566
 BN0566                          STATION DESCRIPTION
 BN0566
 BN0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0566'12.95 KM (8.05 MI) NORT FROM MASON.
 BN0566'12.95 KM (8.05 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 BN0566'MASON, SET IN TOP OF LARGE GRANITE OUTCROP, 23.7 METERS (78.0 FT)
 BN0566'NORTHEAST OF A POWER POLE, 17.3 METERS (57.0 FT) WEST SOUTHWEST OF THE
 BN0566'CENTERLINE OF HIGHWAY, AND 3.9 METERS (13.0 FT) WEST SOUTHWEST OF
 BN0566'RIGHT OF WAY FENCE.
 BN0566'THE MARK IS 3.9 METERS  WSW FROM A WITNESS POST.
 BN0566'THE MARK IS 1.2 M BELOW HIGHWAY.
 BN0566
 BN0566                          STATION RECOVERY (1996)
 BN0566
 BN0566'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0566'RECOVERED IN GOOD CONDITION.
 BN0566
 BN0566                          STATION RECOVERY (2006)
 BN0566
 BN0566'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0566'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0714 ***********************************************************************
 CB0714  DESIGNATION -  R 1442
 CB0714  PID         -  CB0714
 CB0714  STATE/COUNTY-  TX/IRION
 CB0714  USGS QUAD   -  BARNHART (1971)
 CB0714
 CB0714                         *CURRENT SURVEY CONTROL
 CB0714  ___________________________________________________________________
 CB0714* NAD 83(1986)-  31 07 56.     (N)    101 09 20.     (W)     SCALED    
 CB0714* NAVD 88     -       775.078  (meters)    2542.90   (feet)  ADJUSTED  
 CB0714  ___________________________________________________________________
 CB0714  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CB0714  DYNAMIC HT  -         773.958 (meters)    2539.23  (feet)  COMP
 CB0714  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 CB0714
 CB0714  VERT ORDER  -  FIRST     CLASS II
 CB0714
 CB0714.The horizontal coordinates were scaled from a topographic map and have
 CB0714.an estimated accuracy of +/- 6 seconds.
 CB0714
 CB0714.The orthometric height was determined by differential leveling
 CB0714.and adjusted by the National Geodetic Survey in June 1991..
 CB0714
 CB0714.The geoid height was determined by GEOID03.
 CB0714
 CB0714.The dynamic height is computed by dividing the NAVD 88
 CB0714.geopotential number by the normal gravity value computed on the
 CB0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0714.degrees latitude (g = 980.6199 gals.).
 CB0714
 CB0714.The modeled gravity was interpolated from observed gravity values.
 CB0714
 CB0714;                    North         East    Units  Estimated Accuracy
 CB0714;SPC TX C     - 3,162,750.      621,590.      MT  (+/- 180 meters Scaled)
 CB0714
 CB0714                          SUPERSEDED SURVEY CONTROL
 CB0714
 CB0714.No superseded survey control is available for this station.
 CB0714
 CB0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV944462(NAD 83)
 CB0714_MARKER: I = METAL ROD
 CB0714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0714_SP_SET: STAINLESS STEEL ROD
 CB0714_STAMPING: R 1442 1981
 CB0714_MARK LOGO: NGS   
 CB0714_PROJECTION: FLUSH
 CB0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0714_ROD/PIPE-DEPTH: 3.7  meters
 CB0714
 CB0714  HISTORY     - Date     Condition        Report By
 CB0714  HISTORY     - 1981     MONUMENTED       NGS
 CB0714
 CB0714                          STATION DESCRIPTION
 CB0714
 CB0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0714'31.3 KM (19.45 MI) EAST FROM BIG LAKE.
 CB0714'30.2 KM (18.75 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0714'WITH STATE HIGHWAY 137 IN BIG LAKE, THENCE 1.1 KM (0.7 MI) EASTERLY
 CB0714'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 14.2 METERS (46.6
 CB0714'FT) NORTH OF THE NEAR RAIL AND 1.5 METERS (4.9 FT) NORTHWEST OF
 CB0714'UTILITY POLE NUMBER E 60.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CB0714'5-INCH LOGO CAP.
 CB0714'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 CB0714'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0460 ***********************************************************************
 AZ0460  DESIGNATION -  R 1443
 AZ0460  PID         -  AZ0460
 AZ0460  STATE/COUNTY-  TX/VAL VERDE
 AZ0460  USGS QUAD   -  MIERS RANCH (1972)
 AZ0460
 AZ0460                         *CURRENT SURVEY CONTROL
 AZ0460  ___________________________________________________________________
 AZ0460* NAD 83(1986)-  29 37 49.     (N)    100 51 58.     (W)     SCALED    
 AZ0460* NAVD 88     -       436.658  (meters)    1432.60   (feet)  ADJUSTED  
 AZ0460  ___________________________________________________________________
 AZ0460  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0460  DYNAMIC HT  -         436.018 (meters)    1430.50  (feet)  COMP
 AZ0460  MODELED GRAV-     979,164.1   (mgal)                       NAVD 88
 AZ0460
 AZ0460  VERT ORDER  -  FIRST     CLASS II
 AZ0460
 AZ0460.The horizontal coordinates were scaled from a topographic map and have
 AZ0460.an estimated accuracy of +/- 6 seconds.
 AZ0460
 AZ0460.The orthometric height was determined by differential leveling
 AZ0460.and adjusted by the National Geodetic Survey in June 1991..
 AZ0460
 AZ0460.The geoid height was determined by GEOID03.
 AZ0460
 AZ0460.The dynamic height is computed by dividing the NAVD 88
 AZ0460.geopotential number by the normal gravity value computed on the
 AZ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0460.degrees latitude (g = 980.6199 gals.).
 AZ0460
 AZ0460.The modeled gravity was interpolated from observed gravity values.
 AZ0460
 AZ0460;                    North         East    Units  Estimated Accuracy
 AZ0460;SPC TXSC     - 4,200,590.      419,310.      MT  (+/- 180 meters Scaled)
 AZ0460
 AZ0460                          SUPERSEDED SURVEY CONTROL
 AZ0460
 AZ0460.No superseded survey control is available for this station.
 AZ0460
 AZ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT193792(NAD 83)
 AZ0460_MARKER: DB = BENCH MARK DISK
 AZ0460_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0460_SP_SET: ROCK OUTCROP
 AZ0460_STAMPING: R 1443 1981
 AZ0460_MARK LOGO: NGS   
 AZ0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0460+STABILITY: POSITION/ELEVATION WELL
 AZ0460
 AZ0460  HISTORY     - Date     Condition        Report By
 AZ0460  HISTORY     - 1981     MONUMENTED       NGS
 AZ0460  HISTORY     - 19990525 GOOD             USPSQD
 AZ0460
 AZ0460                          STATION DESCRIPTION
 AZ0460
 AZ0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0460'23.9 KM (14.85 MI) NORT FROM DEL RIO.
 AZ0460'23.9 KM (14.85 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0460'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN THE TOP
 AZ0460'OF A 16 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 60.0 METERS
 AZ0460'(196.8 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 13.4 METERS (44.0 FT)
 AZ0460'EAST OF A FENCE AND 9.3 METERS (30.5 FT) WEST OF THE CENTERLINE OF THE
 AZ0460'HIGHWAY.
 AZ0460'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AZ0460'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AZ0460
 AZ0460                          STATION RECOVERY (1999)
 AZ0460
 AZ0460'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0487 ***********************************************************************
 AZ0487  DESIGNATION -  R 1444
 AZ0487  PID         -  AZ0487
 AZ0487  STATE/COUNTY-  TX/EDWARDS
 AZ0487  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0487
 AZ0487                         *CURRENT SURVEY CONTROL
 AZ0487  ___________________________________________________________________
 AZ0487* NAD 83(1986)-  29 58 22.     (N)    100 31 43.     (W)     SCALED    
 AZ0487* NAVD 88     -       658.629  (meters)    2160.85   (feet)  ADJUSTED  
 AZ0487  ___________________________________________________________________
 AZ0487  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 AZ0487  DYNAMIC HT  -         657.651 (meters)    2157.64  (feet)  COMP
 AZ0487  MODELED GRAV-     979,135.6   (mgal)                       NAVD 88
 AZ0487
 AZ0487  VERT ORDER  -  FIRST     CLASS II
 AZ0487
 AZ0487.The horizontal coordinates were scaled from a topographic map and have
 AZ0487.an estimated accuracy of +/- 6 seconds.
 AZ0487
 AZ0487.The orthometric height was determined by differential leveling
 AZ0487.and adjusted by the National Geodetic Survey in June 1991..
 AZ0487
 AZ0487.The geoid height was determined by GEOID03.
 AZ0487
 AZ0487.The dynamic height is computed by dividing the NAVD 88
 AZ0487.geopotential number by the normal gravity value computed on the
 AZ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0487.degrees latitude (g = 980.6199 gals.).
 AZ0487
 AZ0487.The modeled gravity was interpolated from observed gravity values.
 AZ0487
 AZ0487;                    North         East    Units  Estimated Accuracy
 AZ0487;SPC TXSC     - 4,238,080.      452,490.      MT  (+/- 180 meters Scaled)
 AZ0487
 AZ0487                          SUPERSEDED SURVEY CONTROL
 AZ0487
 AZ0487.No superseded survey control is available for this station.
 AZ0487
 AZ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU525167(NAD 83)
 AZ0487_MARKER: DB = BENCH MARK DISK
 AZ0487_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0487_SP_SET: ROCK OUTCROP
 AZ0487_STAMPING: R 1444 1981
 AZ0487_MARK LOGO: NGS   
 AZ0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0487+STABILITY: POSITION/ELEVATION WELL
 AZ0487
 AZ0487  HISTORY     - Date     Condition        Report By
 AZ0487  HISTORY     - 1981     MONUMENTED       NGS
 AZ0487
 AZ0487                          STATION DESCRIPTION
 AZ0487
 AZ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0487'33.6 KM (20.9 MI) SW FROM ROCKSPRINGS.
 AZ0487'33.6 KM (20.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0487'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 4 FT EXPOSED
 AZ0487'AREA OF OUTCROPPING BEDROCK, 10.3 METERS (33.8 FT) EAST OF THE
 AZ0487'CENTERLINE OF THE HIGHWAY, 9.4 METERS (30.8 FT) WEST OF A FENCE AND
 AZ0487'6.5 METERS (21.3 FT) SOUTH-SOUTHEAST OF THE EAST END OF A DRAINAGE
 AZ0487'PIPE.
 AZ0487'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AZ0487'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0426 ***********************************************************************
 BO0426  DESIGNATION -  R 1445
 BO0426  PID         -  BO0426
 BO0426  STATE/COUNTY-  TX/EDWARDS
 BO0426  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0426
 BO0426                         *CURRENT SURVEY CONTROL
 BO0426  ___________________________________________________________________
 BO0426* NAD 83(1986)-  30 12 05.     (N)    100 01 51.     (W)     SCALED    
 BO0426* NAVD 88     -       653.441  (meters)    2143.83   (feet)  ADJUSTED  
 BO0426  ___________________________________________________________________
 BO0426  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0426  DYNAMIC HT  -         652.487 (meters)    2140.70  (feet)  COMP
 BO0426  MODELED GRAV-     979,159.6   (mgal)                       NAVD 88
 BO0426
 BO0426  VERT ORDER  -  FIRST     CLASS II
 BO0426
 BO0426.The horizontal coordinates were scaled from a topographic map and have
 BO0426.an estimated accuracy of +/- 6 seconds.
 BO0426
 BO0426.The orthometric height was determined by differential leveling
 BO0426.and adjusted by the National Geodetic Survey in June 1991..
 BO0426
 BO0426.The geoid height was determined by GEOID03.
 BO0426
 BO0426.The dynamic height is computed by dividing the NAVD 88
 BO0426.geopotential number by the normal gravity value computed on the
 BO0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0426.degrees latitude (g = 980.6199 gals.).
 BO0426
 BO0426.The modeled gravity was interpolated from observed gravity values.
 BO0426
 BO0426;                    North         East    Units  Estimated Accuracy
 BO0426;SPC TXSC     - 4,262,890.      500,740.      MT  (+/- 180 meters Scaled)
 BO0426
 BO0426                          SUPERSEDED SURVEY CONTROL
 BO0426
 BO0426.No superseded survey control is available for this station.
 BO0426
 BO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU007415(NAD 83)
 BO0426_MARKER: DB = BENCH MARK DISK
 BO0426_SETTING: 66 = SET IN ROCK OUTCROP
 BO0426_SP_SET: ROCK OUTCROP
 BO0426_STAMPING: R 1445 1981
 BO0426_MARK LOGO: NGS   
 BO0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0426+STABILITY: POSITION/ELEVATION WELL
 BO0426
 BO0426  HISTORY     - Date     Condition        Report By
 BO0426  HISTORY     - 1981     MONUMENTED       NGS
 BO0426
 BO0426                          STATION DESCRIPTION
 BO0426
 BO0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0426'28.6 KM (17.75 MI) NE FROM ROCKSPRINGS.
 BO0426'28.6 KM (17.75 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0426'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN AN 8 BY 50 FT
 BO0426'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) SOUTHWEST OF A
 BO0426'SIDE ROAD LEADING EAST, 15.2 METERS (49.9 FT) EAST-NORTHEAST OF THE
 BO0426'CENTERLINE OF THE HIGHWAY AND 3.6 METERS (11.8 FT) WEST-SOUTHWEST OF A
 BO0426'FENCE.
 BO0426'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 BO0426'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0743 ***********************************************************************
 CB0743  FBN         -  This is a Federal Base Network Control Station.
 CB0743  DESIGNATION -  R 1446
 CB0743  PID         -  CB0743
 CB0743  STATE/COUNTY-  TX/TOM GREEN
 CB0743  USGS QUAD   -  TANKERSLEY (1984)
 CB0743
 CB0743                         *CURRENT SURVEY CONTROL
 CB0743  ___________________________________________________________________
 CB0743* NAD 83(1993)-  31 21 28.50608(N)    100 38 08.27066(W)     ADJUSTED  
 CB0743* NAVD 88     -       616.597  (meters)    2022.95   (feet)  ADJUSTED  
 CB0743  ___________________________________________________________________
 CB0743  X           -  -1,006,226.454 (meters)                     COMP
 CB0743  Y           -  -5,358,292.407 (meters)                     COMP
 CB0743  Z           -   3,300,153.153 (meters)                     COMP
 CB0743  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 CB0743  ELLIP HEIGHT-         592.74  (meters)          (05/01/00) GPS OBS
 CB0743  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CB0743  DYNAMIC HT  -         615.751 (meters)    2020.18  (feet)  COMP
 CB0743  MODELED GRAV-     979,248.6   (mgal)                       NAVD 88
 CB0743
 CB0743  HORZ ORDER  -  A
 CB0743  VERT ORDER  -  FIRST     CLASS II
 CB0743  ELLP ORDER  -  THIRD     CLASS I
 CB0743
 CB0743.The horizontal coordinates were established by GPS observations
 CB0743.and adjusted by the National Geodetic Survey in April 1994..
 CB0743
 CB0743.The orthometric height was determined by differential leveling
 CB0743.and adjusted by the National Geodetic Survey in June 1991..
 CB0743
 CB0743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CB0743
 CB0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0743
 CB0743.The ellipsoidal height was determined by GPS observations
 CB0743.and is referenced to NAD 83.
 CB0743
 CB0743.The geoid height was determined by GEOID03.
 CB0743
 CB0743.The dynamic height is computed by dividing the NAVD 88
 CB0743.geopotential number by the normal gravity value computed on the
 CB0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0743.degrees latitude (g = 980.6199 gals.).
 CB0743
 CB0743.The modeled gravity was interpolated from observed gravity values.
 CB0743
 CB0743;                    North         East     Units Scale Factor Converg.
 CB0743;SPC TX C     - 3,187,524.553   671,240.586   MT  0.99990103   -0 09 20.5
 CB0743;SPC TX C     -10,457,736.80  2,202,228.49   sFT  0.99990103   -0 09 20.5
 CB0743;UTM  14      - 3,470,425.110   344,429.269   MT  0.99989852   -0 51 04.8
 CB0743
 CB0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0743!SPC TX C     -   0.99990693  x   0.99990103  =   0.99980797
 CB0743!UTM  14      -   0.99990693  x   0.99989852  =   0.99980546
 CB0743
 CB0743                          SUPERSEDED SURVEY CONTROL
 CB0743
 CB0743  ELLIP H (05/09/94)  592.76   (m)                       GP(       ) 4 2
 CB0743  ELLIP H (04/21/94)  592.76   (m)                       GP(       ) 3 1
 CB0743  NAVD 88 (04/21/94)  616.60   (m)         2023.0    (f) LEVELING    3  
 CB0743
 CB0743.Superseded values are not recommended for survey control.
 CB0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0743.See file dsdata.txt to determine how the superseded data were derived.
 CB0743
 CB0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4442970425(NAD 83)
 CB0743_MARKER: F = FLANGE-ENCASED ROD
 CB0743_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0743_SP_SET: STAINLESS STEEL ROD
 CB0743_STAMPING: R 1446 1981
 CB0743_MARK LOGO: NGS   
 CB0743_PROJECTION: FLUSH
 CB0743_MAGNETIC: I = MARKER IS A STEEL ROD
 CB0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0743+STABILITY: POSITION/ELEVATION WELL
 CB0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0743+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 CB0743_ROD/PIPE-DEPTH: 4.0  meters
 CB0743
 CB0743  HISTORY     - Date     Condition        Report By
 CB0743  HISTORY     - 1981     MONUMENTED       NGS
 CB0743  HISTORY     - 19921206 GOOD             NGS
 CB0743  HISTORY     - 19930520 GOOD
 CB0743  HISTORY     - 19980218 GOOD             NGS
 CB0743  HISTORY     - 19990615 GOOD             NGS
 CB0743
 CB0743                          STATION DESCRIPTION
 CB0743
 CB0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0743'22.7 KM (14.05 MI) NE FROM MERTZON.
 CB0743'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CB0743'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0743'MERTZON, THENCE 22.6 KM (14.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 67,
 CB0743'OR 1.0 KM (0.6 MI) NORTH ALONG CHADBOURNE STREET FROM THE ATCHISON,
 CB0743'TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE 22.3 KM
 CB0743'(13.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 67 (BEAUREGARD AVENUE), 0.6
 CB0743'KM (0.35 MI) NORTHEAST OF FARM ROAD 2335 AND 15.0 METERS (49.2 FT)
 CB0743'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 CB0743'POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0743'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CB0743
 CB0743                          STATION RECOVERY (1992)
 CB0743
 CB0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CB0743'STATION IS LOCATED ABOUT 20 KM (12.40 MI) SOUTHWEST OF SAN ANGELO, 5
 CB0743'KM (3.10 MI) EAST OF THE TOM GREEN-IRION COUNTY LINE, ALONG U.S.
 CB0743'HIGHWAY 67, 0.7 KM (0.45 MI) NORTHEAST OF ITS JUNCTION WITH FARM ROAD
 CB0743'2335, ON THE RIGHT-OF-WAY, AT MILE 686.2, ACROSS THE HIGHWAY FROM
 CB0743'SEVERAL BLACK OIL TANKS.  OWNERSHIP--TEXAS DEPARTMENT OF
 CB0743'TRANSPORTATION.
 CB0743'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S. HIGHWAY 67 AND
 CB0743'STATE LOOP 306 ON THE SOUTHWEST SIDE OF SAN ANGELO, GO SOUTHWEST ON
 CB0743'HIGHWAY 67 FOR 11.94 KM (7.40 MI) TO THE CENTER OF THE BRIDGE OVER
 CB0743'THE MIDDLE CONCHO RIVER.  CONTINUE AHEAD FOR 2.90 KM (1.80 MI) TO THE
 CB0743'OIL TANKS ON THE RIGHT AND THE STATION ON THE LEFT.
 CB0743'STATION IS A PUNCH MARK TOP CENTER OF A DATUM POINT ON A STAINLESS
 CB0743'STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH LOGO CAP SURROUNDED BY
 CB0743'CONCRETE FLUSH WITH THE GROUND.  IT IS DIRECTLY ACROSS HIGHWAY FROM
 CB0743'THE TALLEST OIL TANK, 14.9 M (48.9 FT) SOUTHEAST OF AND SLIGHTLY
 CB0743'LOWER THAN THE HIGHWAY CENTER, 0.4 M (1.3 FT) NORTHWEST OF A
 CB0743'FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY FENCE, 55.1 M (180.8 FT)
 CB0743'NORTHEAST OF A UTILITY POLE, AND 39.3 M (128.9 FT) SOUTHWEST OF A
 CB0743'UTILITY POLE WITH THREE TRANSFORMERS, GUY WIRES AND LINE ACROSS THE
 CB0743'HIGHWAY.
 CB0743
 CB0743                          STATION RECOVERY (1993)
 CB0743
 CB0743'RECOVERED 1993
 CB0743'RECOVERED IN GOOD CONDITION.
 CB0743
 CB0743                          STATION RECOVERY (1998)
 CB0743
 CB0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CB0743'THE STATION IS LOCATED ABOUT 20 KM (12.40 MI) SOUTHWEST OF SAN ANGELO,
 CB0743'5 KM (3.10 MI) EAST OF THE TOM GREEN-IRION COUNTY LINE, 0.56 KM (0.35
 CB0743'MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 67 AND FARM ROAD 2335 IN
 CB0743'TANKERSLEY, ALONG THE SOUTHEAST SIDE OF HIGHWAY 67, SOUTHEAST OF AND
 CB0743'ACROSS HIGHWAY 67 FROM SEVERAL BLACK OIL TANKS. OWNERSHIP--TEXAS
 CB0743'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 CB0743'OF U.S. HIGHWAY 67 AND FARM ROAD 2335 NEAR THE CENTER OF TANKERSLEY,
 CB0743'GO NORTHEAST, FOR 0.56 KM (0.35 MI) ALONG HIGHWAY 67 TO THE OIL TANKS
 CB0743'ON THE LEFT AND THE STATION ON THE RIGHT, JUST NORTHWEST OF THE
 CB0743'RIGHT-OF-WAY FENCE AND WITNESS POST.  NOTE--THE DATUM POINT IS A PUNCH
 CB0743'MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD CAP CRIMPED TO THE TOP
 CB0743'OF A STAINLESS STEEL ROD WITHOUT SLEEVE RECESSED ABOUT 10-CM BELOW THE
 CB0743'GROUND SURFACE AND DRIVEN TO A DEPTH OF 4.0 M, (13.1 FT) ENCASED IN A
 CB0743'5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH
 CB0743'THE GROUND SURFACE.  STATION IS 55.1 M (180.8 FT) NORTH-NORTHEAST OF A
 CB0743'UTILITY POLE, 39.3 M (128.9 FT) SOUTH-SOUTHWEST OF A UTILITY POLE WITH
 CB0743'3 GUY WIRES AND LINE ACROSS HIGHWAY, 14.9 M (48.9 FT) EAST-SOUTHEAST
 CB0743'OF THE HIGHWAY CENTER, 0.4 M (1.3 FT) WEST-NORTHWEST OF A FIBERGLASS
 CB0743'WITNESS POST AND RIGHT-OF-WAY FENCE, AND ABOUT 0.3 M (1.0 FT) BELOW
 CB0743'THE HIGHWAY LEVEL.  BY R.G. HAYES
 CB0743
 CB0743                          STATION RECOVERY (1999)
 CB0743
 CB0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CB0743'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0775 ***********************************************************************
 CA0775  DESIGNATION -  R 1447
 CA0775  PID         -  CA0775
 CA0775  STATE/COUNTY-  TX/MCCULLOCH
 CA0775  USGS QUAD   -  BRADY SW (1987)
 CA0775
 CA0775                         *CURRENT SURVEY CONTROL
 CA0775  ___________________________________________________________________
 CA0775* NAD 83(1986)-  31 01 04.     (N)    099 29 14.     (W)     SCALED    
 CA0775* NAVD 88     -       612.000  (meters)    2007.87   (feet)  ADJUSTED  
 CA0775  ___________________________________________________________________
 CA0775  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 CA0775  DYNAMIC HT  -         611.166 (meters)    2005.13  (feet)  COMP
 CA0775  MODELED GRAV-     979,257.4   (mgal)                       NAVD 88
 CA0775
 CA0775  VERT ORDER  -  FIRST     CLASS II
 CA0775
 CA0775.The horizontal coordinates were scaled from a topographic map and have
 CA0775.an estimated accuracy of +/- 6 seconds.
 CA0775
 CA0775.The orthometric height was determined by differential leveling
 CA0775.and adjusted by the National Geodetic Survey in June 1991..
 CA0775
 CA0775.The geoid height was determined by GEOID03.
 CA0775
 CA0775.The dynamic height is computed by dividing the NAVD 88
 CA0775.geopotential number by the normal gravity value computed on the
 CA0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0775.degrees latitude (g = 980.6199 gals.).
 CA0775
 CA0775.The modeled gravity was interpolated from observed gravity values.
 CA0775
 CA0775;                    North         East    Units  Estimated Accuracy
 CA0775;SPC TX C     - 3,150,090.      780,780.      MT  (+/- 180 meters Scaled)
 CA0775
 CA0775                          SUPERSEDED SURVEY CONTROL
 CA0775
 CA0775.No superseded survey control is available for this station.
 CA0775
 CA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV534316(NAD 83)
 CA0775_MARKER: I = METAL ROD
 CA0775_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0775+WITH SETTING: INFORMATION.
 CA0775_SP_SET: SHALLOW SET METAL ROD
 CA0775_STAMPING: R 1447 1981
 CA0775_MARK LOGO: NGS   
 CA0775_PROJECTION: FLUSH
 CA0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0775_ROD/PIPE-DEPTH: 1.5  meters
 CA0775
 CA0775  HISTORY     - Date     Condition        Report By
 CA0775  HISTORY     - 1981     MONUMENTED       NGS
 CA0775  HISTORY     - 19990108 MARK NOT FOUND   USPSQD
 CA0775
 CA0775                          STATION DESCRIPTION
 CA0775
 CA0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0775'22.0 KM (13.7 MI) SW FROM BRADY.
 CA0775'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0775'THE COURTHOUSE IN BRADY, THENCE 19.7 KM (12.25 MI) SOUTHWESTERLY ALONG
 CA0775'U.S. HIGHWAY 190, 18.2 METERS (59.7 FT) NORTH-NORTHWEST OF THE
 CA0775'CENTERLINE OF THE HIGHWAY, 5.8 METERS (19.0 FT) WEST-SOUTHWEST OF THE
 CA0775'CENTER OF A FIELD ENTRANCE AND 0.3 METER (1.0 FT) SOUTH-SOUTHEAST OF A
 CA0775'FENCE.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT
 CA0775'IS THROUGH A 5-INCH LOGO CAP.
 CA0775'THE MARK IS 0.4 METERS  WSW FROM A WITNESS POST.
 CA0775'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0775
 CA0775                          STATION RECOVERY (1999)
 CA0775
 CA0775'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0475 ***********************************************************************
 BN0475  DESIGNATION -  R 1448
 BN0475  PID         -  BN0475
 BN0475  STATE/COUNTY-  TX/MENARD
 BN0475  USGS QUAD   -  MENARD (1987)
 BN0475
 BN0475                         *CURRENT SURVEY CONTROL
 BN0475  ___________________________________________________________________
 BN0475* NAD 83(1986)-  30 55 06.     (N)    099 47 10.     (W)     SCALED    
 BN0475* NAVD 88     -       574.233  (meters)    1883.96   (feet)  ADJUSTED  
 BN0475  ___________________________________________________________________
 BN0475  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 BN0475  DYNAMIC HT  -         573.429 (meters)    1881.33  (feet)  COMP
 BN0475  MODELED GRAV-     979,223.2   (mgal)                       NAVD 88
 BN0475
 BN0475  VERT ORDER  -  FIRST     CLASS II
 BN0475
 BN0475.The horizontal coordinates were scaled from a topographic map and have
 BN0475.an estimated accuracy of +/- 6 seconds.
 BN0475
 BN0475.The orthometric height was determined by differential leveling
 BN0475.and adjusted by the National Geodetic Survey in June 1991..
 BN0475
 BN0475.The geoid height was determined by GEOID03.
 BN0475
 BN0475.The dynamic height is computed by dividing the NAVD 88
 BN0475.geopotential number by the normal gravity value computed on the
 BN0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0475.degrees latitude (g = 980.6199 gals.).
 BN0475
 BN0475.The modeled gravity was interpolated from observed gravity values.
 BN0475
 BN0475;                    North         East    Units  Estimated Accuracy
 BN0475;SPC TX C     - 3,138,880.      752,300.      MT  (+/- 180 meters Scaled)
 BN0475
 BN0475                          SUPERSEDED SURVEY CONTROL
 BN0475
 BN0475.No superseded survey control is available for this station.
 BN0475
 BN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV248208(NAD 83)
 BN0475_MARKER: DB = BENCH MARK DISK
 BN0475_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BN0475_SP_SET: ABUTMENT
 BN0475_STAMPING: R 1448 1981
 BN0475_MARK LOGO: NGS   
 BN0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0475+STABILITY: POSITION/ELEVATION WELL
 BN0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0475+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 BN0475
 BN0475  HISTORY     - Date     Condition        Report By
 BN0475  HISTORY     - 1981     MONUMENTED       NGS
 BN0475  HISTORY     - 1991     GOOD             USPSQD
 BN0475  HISTORY     - 19951104 GOOD             USPSQD
 BN0475  HISTORY     - 20031126 GOOD             USPSQD
 BN0475
 BN0475                          STATION DESCRIPTION
 BN0475
 BN0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0475'IN MENARD.
 BN0475'IN MENARD, IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF THE U.S.
 BN0475'HIGHWAY 83 BRIDGE OVER THE SAN SABA RIVER, 9.3 METERS (30.5 FT) WEST
 BN0475'OF THE CENTERLINE OF THE HIGHWAY AND 2.2 METERS (7.2 FT) EAST OF THE
 BN0475'WEST END OF THE ABUTMENT.
 BN0475'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BN0475
 BN0475                          STATION RECOVERY (1991)
 BN0475
 BN0475'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0475'RECOVERED IN GOOD CONDITION.
 BN0475
 BN0475                          STATION RECOVERY (1995)
 BN0475
 BN0475'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0475'RECOVERED IN GOOD CONDITION.
 BN0475
 BN0475                          STATION RECOVERY (2003)
 BN0475
 BN0475'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BN0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0452 ***********************************************************************
 BN0452  DESIGNATION -  R 1449
 BN0452  PID         -  BN0452
 BN0452  STATE/COUNTY-  TX/KIMBLE
 BN0452  USGS QUAD   -  ELM SLOUGH (1987)
 BN0452
 BN0452                         *CURRENT SURVEY CONTROL
 BN0452  ___________________________________________________________________
 BN0452* NAD 83(1986)-  30 36 44.     (N)    099 47 18.     (W)     SCALED    
 BN0452* NAVD 88     -       638.399  (meters)    2094.48   (feet)  ADJUSTED  
 BN0452  ___________________________________________________________________
 BN0452  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 BN0452  DYNAMIC HT  -         637.495 (meters)    2091.51  (feet)  COMP
 BN0452  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 BN0452
 BN0452  VERT ORDER  -  FIRST     CLASS II
 BN0452
 BN0452.The horizontal coordinates were scaled from a topographic map and have
 BN0452.an estimated accuracy of +/- 6 seconds.
 BN0452
 BN0452.The orthometric height was determined by differential leveling
 BN0452.and adjusted by the National Geodetic Survey in June 1991..
 BN0452
 BN0452.The geoid height was determined by GEOID03.
 BN0452
 BN0452.The dynamic height is computed by dividing the NAVD 88
 BN0452.geopotential number by the normal gravity value computed on the
 BN0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0452.degrees latitude (g = 980.6199 gals.).
 BN0452
 BN0452.The modeled gravity was interpolated from observed gravity values.
 BN0452
 BN0452;                    North         East    Units  Estimated Accuracy
 BN0452;SPC TX C     - 3,104,950.      752,250.      MT  (+/- 180 meters Scaled)
 BN0452
 BN0452                          SUPERSEDED SURVEY CONTROL
 BN0452
 BN0452.No superseded survey control is available for this station.
 BN0452
 BN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU244868(NAD 83)
 BN0452_MARKER: DB = BENCH MARK DISK
 BN0452_SETTING: 66 = SET IN ROCK OUTCROP
 BN0452_SP_SET: ROCK OUTCROP
 BN0452_STAMPING: R 1449 1982
 BN0452_MARK LOGO: NGS   
 BN0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0452+STABILITY: POSITION/ELEVATION WELL
 BN0452
 BN0452  HISTORY     - Date     Condition        Report By
 BN0452  HISTORY     - 1982     MONUMENTED       NGS
 BN0452  HISTORY     - 1990     GOOD             USPSQD
 BN0452  HISTORY     - 1991     GOOD             USPSQD
 BN0452  HISTORY     - 19950731 GOOD             USPSQD
 BN0452
 BN0452                          STATION DESCRIPTION
 BN0452
 BN0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0452'14.6 KM (9.05 MI) NORTH FROM JUNCTION.
 BN0452'14.6 KM (9.05 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0452'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, IN AN
 BN0452'EXPOSED AREA OF BEDROCK AT A HIGHWAY CUT, 33.9 METERS (111.2 FT) NORTH
 BN0452'OF A UTILITY POLE, 15.0 METERS (49.2 FT) WEST OF THE CENTERLINE OF THE
 BN0452'HIGHWAY AND 3.4 METERS (11.2 FT) EAST OF A FENCE.
 BN0452'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0452'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
 BN0452
 BN0452                          STATION RECOVERY (1990)
 BN0452
 BN0452'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0452'RECOVERED IN GOOD CONDITION.
 BN0452
 BN0452                          STATION RECOVERY (1991)
 BN0452
 BN0452'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0452'RECOVERED IN GOOD CONDITION.
 BN0452
 BN0452                          STATION RECOVERY (1995)
 BN0452
 BN0452'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0167 ***********************************************************************
 DP0167  DESIGNATION -  R 145
 DP0167  PID         -  DP0167
 DP0167  STATE/COUNTY-  TX/DICKENS
 DP0167  USGS QUAD   -  DICKENS NORTH (1981)
 DP0167
 DP0167                         *CURRENT SURVEY CONTROL
 DP0167  ___________________________________________________________________
 DP0167* NAD 83(1986)-  33 44 15.     (N)    100 50 28.     (W)     SCALED    
 DP0167* NAVD 88     -       803.921  (meters)    2637.53   (feet)  ADJUSTED  
 DP0167  ___________________________________________________________________
 DP0167  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DP0167  DYNAMIC HT  -         802.930 (meters)    2634.28  (feet)  COMP
 DP0167  MODELED GRAV-     979,376.9   (mgal)                       NAVD 88
 DP0167
 DP0167  VERT ORDER  -  SECOND    CLASS 0
 DP0167
 DP0167.The horizontal coordinates were scaled from a topographic map and have
 DP0167.an estimated accuracy of +/- 6 seconds.
 DP0167
 DP0167.The orthometric height was determined by differential leveling
 DP0167.and adjusted by the National Geodetic Survey in June 1991..
 DP0167
 DP0167.The geoid height was determined by GEOID03.
 DP0167
 DP0167.The dynamic height is computed by dividing the NAVD 88
 DP0167.geopotential number by the normal gravity value computed on the
 DP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0167.degrees latitude (g = 980.6199 gals.).
 DP0167
 DP0167.The modeled gravity was interpolated from observed gravity values.
 DP0167
 DP0167;                    North         East    Units  Estimated Accuracy
 DP0167;SPC TXNC     - 2,232,060.      383,080.      MT  (+/- 180 meters Scaled)
 DP0167
 DP0167                          SUPERSEDED SURVEY CONTROL
 DP0167
 DP0167  NGVD 29 (??/??/92)  803.634  (m)         2636.59   (f) ADJ UNCH    2 0
 DP0167
 DP0167.Superseded values are not recommended for survey control.
 DP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0167.See file dsdata.txt to determine how the superseded data were derived.
 DP0167
 DP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC294345(NAD 83)
 DP0167_MARKER: DB = BENCH MARK DISK
 DP0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0167_SP_SET: CULVERT
 DP0167_STAMPING: R 145 1938
 DP0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0167
 DP0167  HISTORY     - Date     Condition        Report By
 DP0167  HISTORY     - 1938     MONUMENTED       CGS
 DP0167  HISTORY     - 1956     GOOD             NGS
 DP0167
 DP0167                          STATION DESCRIPTION
 DP0167
 DP0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DP0167'8.4 MI N FROM DICKENS.
 DP0167'8.4 MILES NORTH BY HIGHWAY.  ALONG HIGHWAY U.S. NO. 62.  12 FT. EAST
 DP0167'OF CENTER-LINE OF HIGHWAY.  SET HORIZONTALLY IN CENTER OF TOP OF EAST
 DP0167'HEADWALL OF A CONCRETE HIGHWAY CULVERT (4 CHANNEL) NO. S33T50.
 DP0167
 DP0167                          STATION RECOVERY (1956)
 DP0167
 DP0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 DP0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0168 ***********************************************************************
 DP0168  DESIGNATION -  R 145 RESET 1956
 DP0168  PID         -  DP0168
 DP0168  STATE/COUNTY-  TX/DICKENS
 DP0168  USGS QUAD   -  DICKENS NORTH (1981)
 DP0168
 DP0168                         *CURRENT SURVEY CONTROL
 DP0168  ___________________________________________________________________
 DP0168* NAD 83(1986)-  33 44 15.     (N)    100 50 28.     (W)     SCALED    
 DP0168* NAVD 88     -       803.96   (meters)    2637.7    (feet)  RESET     
 DP0168  ___________________________________________________________________
 DP0168  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DP0168
 DP0168  VERT ORDER  -  THIRD
 DP0168
 DP0168.The horizontal coordinates were scaled from a topographic map and have
 DP0168.an estimated accuracy of +/- 6 seconds.
 DP0168
 DP0168.The orthometric height was computed from unverified reset data.
 DP0168
 DP0168.The geoid height was determined by GEOID03.
 DP0168
 DP0168;                    North         East    Units  Estimated Accuracy
 DP0168;SPC TXNC     - 2,232,060.      383,080.      MT  (+/- 180 meters Scaled)
 DP0168
 DP0168                          SUPERSEDED SURVEY CONTROL
 DP0168
 DP0168.No superseded survey control is available for this station.
 DP0168
 DP0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC294345(NAD 83)
 DP0168_MARKER: DB = BENCH MARK DISK
 DP0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0168_STAMPING: R 145 RESET 1956
 DP0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0168+STABILITY: SURFACE MOTION
 DP0168
 DP0168  HISTORY     - Date     Condition        Report By
 DP0168  HISTORY     - 1956     MONUMENTED       CGS
 DP0168
 DP0168                          STATION DESCRIPTION
 DP0168
 DP0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DP0168'8.4 MI N FROM DICKENS.
 DP0168'ABOUT 8.4 MILES NORTH ALONG U.S. HIGHWAY NO. 70 FROM THE COURT HOUSE
 DP0168'IN DICKENS, 30 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 2 FEET EAST
 DP0168'OF A BRACED POWER POLE AND ABOUT 5 FEET NORTH OF THE ENTRANCE ROAD TO
 DP0168'A STONE FARM HOUSE.  IT IS ABOUT 75 YARDS SOUTH OF A CONCRETE CULVERT,
 DP0168'A STANDARD DISK STAMPED R 145 RESET 1956 IN A CONCRETE POST PROJECTING
 DP0168'ABOUT 2 INCHES.  ELEV. 2636.724 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0817 ***********************************************************************
 CT0817  DESIGNATION -  R 1450
 CT0817  PID         -  CT0817
 CT0817  STATE/COUNTY-  TX/COLEMAN
 CT0817  USGS QUAD   -  GOLDSBORO (1967)
 CT0817
 CT0817                         *CURRENT SURVEY CONTROL
 CT0817  ___________________________________________________________________
 CT0817* NAD 83(1986)-  32 04 15.     (N)    099 41 14.     (W)     SCALED    
 CT0817* NAVD 88     -       591.281  (meters)    1939.89   (feet)  ADJUSTED  
 CT0817  ___________________________________________________________________
 CT0817  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CT0817  DYNAMIC HT  -         590.504 (meters)    1937.35  (feet)  COMP
 CT0817  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 CT0817
 CT0817  VERT ORDER  -  FIRST     CLASS II
 CT0817
 CT0817.The horizontal coordinates were scaled from a topographic map and have
 CT0817.an estimated accuracy of +/- 6 seconds.
 CT0817
 CT0817.The orthometric height was determined by differential leveling
 CT0817.and adjusted by the National Geodetic Survey in June 1991..
 CT0817
 CT0817.The geoid height was determined by GEOID03.
 CT0817
 CT0817.The dynamic height is computed by dividing the NAVD 88
 CT0817.geopotential number by the normal gravity value computed on the
 CT0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0817.degrees latitude (g = 980.6199 gals.).
 CT0817
 CT0817.The modeled gravity was interpolated from observed gravity values.
 CT0817
 CT0817;                    North         East    Units  Estimated Accuracy
 CT0817;SPC TX C     - 3,266,710.      761,010.      MT  (+/- 180 meters Scaled)
 CT0817
 CT0817                          SUPERSEDED SURVEY CONTROL
 CT0817
 CT0817.No superseded survey control is available for this station.
 CT0817
 CT0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA351484(NAD 83)
 CT0817_MARKER: I = METAL ROD
 CT0817_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0817_SP_SET: STAINLESS STEEL ROD
 CT0817_STAMPING: R 1450 1982
 CT0817_MARK LOGO: NGS   
 CT0817_PROJECTION: FLUSH
 CT0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0817_ROD/PIPE-DEPTH: 6.4  meters
 CT0817
 CT0817  HISTORY     - Date     Condition        Report By
 CT0817  HISTORY     - 1982     MONUMENTED       NGS
 CT0817
 CT0817                          STATION DESCRIPTION
 CT0817
 CT0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0817'8.9 KM (5.55 MI) SE FROM LAWN.
 CT0817'8.9 KM (5.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0817'WITH FARM ROAD 604 IN LAWN, 0.8 KM (0.5 MI) SOUTHEAST OF A SIDE ROAD
 CT0817'LEADING EAST, 17.4 METERS (57.1 FT) EAST-NORTHEAST OF THE CENTERLINE
 CT0817'OF THE HIGHWAY AND 9.6 METERS (31.5 FT) NORTH-NORTHWEST OF THE CENTER
 CT0817'OF A FIELD ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CT0817'5-INCH LOGO CAP.
 CT0817'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 CT0817'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0686 ***********************************************************************
 CC0686  DESIGNATION -  R 1451
 CC0686  PID         -  CC0686
 CC0686  STATE/COUNTY-  TX/ECTOR
 CC0686  USGS QUAD   -  ODESSA SW (1981)
 CC0686
 CC0686                         *CURRENT SURVEY CONTROL
 CC0686  ___________________________________________________________________
 CC0686* NAD 83(1986)-  31 48 10.     (N)    102 26 51.     (W)     SCALED    
 CC0686* NAVD 88     -       902.034  (meters)    2959.42   (feet)  ADJUSTED  
 CC0686  ___________________________________________________________________
 CC0686  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CC0686  DYNAMIC HT  -         900.759 (meters)    2955.24  (feet)  COMP
 CC0686  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 CC0686
 CC0686  VERT ORDER  -  FIRST     CLASS II
 CC0686
 CC0686.The horizontal coordinates were scaled from a topographic map and have
 CC0686.an estimated accuracy of +/- 6 seconds.
 CC0686
 CC0686.The orthometric height was determined by differential leveling
 CC0686.and adjusted by the National Geodetic Survey in June 1991..
 CC0686
 CC0686.The geoid height was determined by GEOID03.
 CC0686
 CC0686.The dynamic height is computed by dividing the NAVD 88
 CC0686.geopotential number by the normal gravity value computed on the
 CC0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0686.degrees latitude (g = 980.6199 gals.).
 CC0686
 CC0686.The modeled gravity was interpolated from observed gravity values.
 CC0686
 CC0686;                    North         East    Units  Estimated Accuracy
 CC0686;SPC TX C     - 3,238,710.      499,820.      MT  (+/- 180 meters Scaled)
 CC0686
 CC0686                          SUPERSEDED SURVEY CONTROL
 CC0686
 CC0686.No superseded survey control is available for this station.
 CC0686
 CC0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR416214(NAD 83)
 CC0686_MARKER: I = METAL ROD
 CC0686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0686_SP_SET: STAINLESS STEEL ROD
 CC0686_STAMPING: R 1451 1982
 CC0686_MARK LOGO: NGS   
 CC0686_PROJECTION: FLUSH
 CC0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0686_ROD/PIPE-DEPTH: 3.4  meters
 CC0686
 CC0686  HISTORY     - Date     Condition        Report By
 CC0686  HISTORY     - 1982     MONUMENTED       NGS
 CC0686
 CC0686                          STATION DESCRIPTION
 CC0686
 CC0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0686'9.1 KM (5.65 MI) SW FROM ODESSA.
 CC0686'9.1 KM (5.65 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0686'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 24.0 METERS (78.7
 CC0686'FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 CC0686'HIGHWAY 20, 9.2 METERS (30.2 FT) NORTHWEST OF THE NEAR RAIL AND 1.1
 CC0686'METERS (3.6 FT) NORTHEAST OF RAILROAD MILEPOST 579.  NOTE=ACCESS TO
 CC0686'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0686'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CC0686'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0817 ***********************************************************************
 CU0817  DESIGNATION -  R 1452
 CU0817  PID         -  CU0817
 CU0817  STATE/COUNTY-  TX/MARTIN
 CU0817  USGS QUAD   -  STANTON SE (1966)
 CU0817
 CU0817                         *CURRENT SURVEY CONTROL
 CU0817  ___________________________________________________________________
 CU0817* NAD 83(1986)-  32 06 51.     (N)    101 49 47.     (W)     SCALED    
 CU0817* NAVD 88     -       821.523  (meters)    2695.28   (feet)  ADJUSTED  
 CU0817  ___________________________________________________________________
 CU0817  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 CU0817  DYNAMIC HT  -         820.383 (meters)    2691.54  (feet)  COMP
 CU0817  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 CU0817
 CU0817  VERT ORDER  -  FIRST     CLASS II
 CU0817
 CU0817.The horizontal coordinates were scaled from a topographic map and have
 CU0817.an estimated accuracy of +/- 6 seconds.
 CU0817
 CU0817.The orthometric height was determined by differential leveling
 CU0817.and adjusted by the National Geodetic Survey in June 1991..
 CU0817
 CU0817.The geoid height was determined by GEOID03.
 CU0817
 CU0817.The dynamic height is computed by dividing the NAVD 88
 CU0817.geopotential number by the normal gravity value computed on the
 CU0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0817.degrees latitude (g = 980.6199 gals.).
 CU0817
 CU0817.The modeled gravity was interpolated from observed gravity values.
 CU0817
 CU0817;                    North         East    Units  Estimated Accuracy
 CU0817;SPC TXNC     - 2,054,610.      285,810.      MT  (+/- 180 meters Scaled)
 CU0817
 CU0817                          SUPERSEDED SURVEY CONTROL
 CU0817
 CU0817.No superseded survey control is available for this station.
 CU0817
 CU0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA330565(NAD 83)
 CU0817_MARKER: I = METAL ROD
 CU0817_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0817_SP_SET: STAINLESS STEEL ROD
 CU0817_STAMPING: R 1452 1982
 CU0817_MARK LOGO: NGS   
 CU0817_PROJECTION: FLUSH
 CU0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0817_ROD/PIPE-DEPTH: 7.3  meters
 CU0817
 CU0817  HISTORY     - Date     Condition        Report By
 CU0817  HISTORY     - 1982     MONUMENTED       NGS
 CU0817
 CU0817                          STATION DESCRIPTION
 CU0817
 CU0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0817'26.6 KM (16.5 MI) NE FROM MIDLAND.
 CU0817'26.6 KM (16.5 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0817'FROM THE POST OFFICE IN MIDLAND, 0.5 KM (0.3 MI) SOUTHWEST OF A SIDE
 CU0817'ROAD LEADING SOUTHEAST, 25.8 METERS (84.6 FT) SOUTHEAST OF THE
 CU0817'CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 80, 12.1 METERS
 CU0817'(39.7 FT) EAST-NORTHEAST OF A UTILITY POLE, 8.0 METERS (26.2 FT)
 CU0817'NORTHWEST OF THE NEAR RAIL AND 1.3 METERS (4.3 FT) NORTHEAST OF A
 CU0817'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CU0817'CAP.
 CU0817'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CU0817'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0790 ***********************************************************************
 CU0790  DESIGNATION -  R 1453
 CU0790  PID         -  CU0790
 CU0790  STATE/COUNTY-  TX/HOWARD
 CU0790  USGS QUAD   -  COAHOMA (1971)
 CU0790
 CU0790                         *CURRENT SURVEY CONTROL
 CU0790  ___________________________________________________________________
 CU0790* NAD 83(1986)-  32 16 51.     (N)    101 21 15.     (W)     SCALED    
 CU0790* NAVD 88     -       744.681  (meters)    2443.17   (feet)  ADJUSTED  
 CU0790  ___________________________________________________________________
 CU0790  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CU0790  DYNAMIC HT  -         743.665 (meters)    2439.84  (feet)  COMP
 CU0790  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 CU0790
 CU0790  VERT ORDER  -  FIRST     CLASS II
 CU0790
 CU0790.The horizontal coordinates were scaled from a topographic map and have
 CU0790.an estimated accuracy of +/- 6 seconds.
 CU0790
 CU0790.The orthometric height was determined by differential leveling
 CU0790.and adjusted by the National Geodetic Survey in June 1991..
 CU0790
 CU0790.The geoid height was determined by GEOID03.
 CU0790
 CU0790.The dynamic height is computed by dividing the NAVD 88
 CU0790.geopotential number by the normal gravity value computed on the
 CU0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0790.degrees latitude (g = 980.6199 gals.).
 CU0790
 CU0790.The modeled gravity was interpolated from observed gravity values.
 CU0790
 CU0790;                    North         East    Units  Estimated Accuracy
 CU0790;SPC TXNC     - 2,071,760.      331,170.      MT  (+/- 180 meters Scaled)
 CU0790
 CU0790                          SUPERSEDED SURVEY CONTROL
 CU0790
 CU0790.No superseded survey control is available for this station.
 CU0790
 CU0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA782739(NAD 83)
 CU0790_MARKER: DB = BENCH MARK DISK
 CU0790_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0790_SP_SET: PIER
 CU0790_STAMPING: R 1453 1982
 CU0790_MARK LOGO: NGS   
 CU0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0790+STABILITY: POSITION/ELEVATION WELL
 CU0790
 CU0790  HISTORY     - Date     Condition        Report By
 CU0790  HISTORY     - 1982     MONUMENTED       NGS
 CU0790
 CU0790                          STATION DESCRIPTION
 CU0790
 CU0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0790'13.5 KM (8.4 MI) NE FROM BIG SPRING.
 CU0790'13.5 KM (8.4 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0790'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0790'SOUTHWEST FACE OF THE MOST SOUTHEASTERLY 1 OF 4 PIERS OF THE EAST
 CU0790'BOUND LANES OF A HIGHWAY OVERPASS, 0.2 KM (0.1 MI) SOUTHWEST OF
 CU0790'MILEPOST 186 AND 7.0 METERS (23.0 FT) NORTHEAST OF THE CENTER OF A
 CU0790'PAVED ROAD.
 CU0790'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0424 ***********************************************************************
 BN0424  DESIGNATION -  R 1454
 BN0424  PID         -  BN0424
 BN0424  STATE/COUNTY-  TX/EDWARDS
 BN0424  USGS QUAD   -  TELEGRAPH (1974)
 BN0424
 BN0424                         *CURRENT SURVEY CONTROL
 BN0424  ___________________________________________________________________
 BN0424* NAD 83(1986)-  30 16 52.     (N)    099 55 07.     (W)     SCALED    
 BN0424* NAVD 88     -       590.378  (meters)    1936.93   (feet)  ADJUSTED  
 BN0424  ___________________________________________________________________
 BN0424  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0424  DYNAMIC HT  -         589.515 (meters)    1934.10  (feet)  COMP
 BN0424  MODELED GRAV-     979,162.2   (mgal)                       NAVD 88
 BN0424
 BN0424  VERT ORDER  -  FIRST     CLASS II
 BN0424
 BN0424.The horizontal coordinates were scaled from a topographic map and have
 BN0424.an estimated accuracy of +/- 6 seconds.
 BN0424
 BN0424.The orthometric height was determined by differential leveling
 BN0424.and adjusted by the National Geodetic Survey in June 1991..
 BN0424
 BN0424.The geoid height was determined by GEOID03.
 BN0424
 BN0424.The dynamic height is computed by dividing the NAVD 88
 BN0424.geopotential number by the normal gravity value computed on the
 BN0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0424.degrees latitude (g = 980.6199 gals.).
 BN0424
 BN0424.The modeled gravity was interpolated from observed gravity values.
 BN0424
 BN0424;                    North         East    Units  Estimated Accuracy
 BN0424;SPC TXSC     - 4,271,640.      511,620.      MT  (+/- 180 meters Scaled)
 BN0424
 BN0424                          SUPERSEDED SURVEY CONTROL
 BN0424
 BN0424.No superseded survey control is available for this station.
 BN0424
 BN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU116502(NAD 83)
 BN0424_MARKER: DB = BENCH MARK DISK
 BN0424_SETTING: 66 = SET IN ROCK OUTCROP
 BN0424_SP_SET: ROCK OUTCROP
 BN0424_STAMPING: R 1454 1982
 BN0424_MARK LOGO: NGS   
 BN0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0424+STABILITY: POSITION/ELEVATION WELL
 BN0424
 BN0424  HISTORY     - Date     Condition        Report By
 BN0424  HISTORY     - 1982     MONUMENTED       NGS
 BN0424
 BN0424                          STATION DESCRIPTION
 BN0424
 BN0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0424'31.8 KM (19.8 MI) SW FROM JUNCTION.
 BN0424'31.8 KM (19.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0424'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT THE SOUTHEAST
 BN0424'END OF A CUT BANK, IN A 10 BY 20 FT EXPOSED AREA OF OUTCROPPING
 BN0424'BEDROCK, 0.2 KM (0.1 MI) SOUTH OF A TRACK CROSSROADS, 20.0 METERS
 BN0424'(65.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.2 METER
 BN0424'(0.7 FT) SOUTHEAST OF A FENCE.
 BN0424'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BN0424'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0829 ***********************************************************************
 CA0829  DESIGNATION -  R 1455
 CA0829  PID         -  CA0829
 CA0829  STATE/COUNTY-  TX/MCCULLOCH
 CA0829  USGS QUAD   -  MERCURY (1987)
 CA0829
 CA0829                         *CURRENT SURVEY CONTROL
 CA0829  ___________________________________________________________________
 CA0829* NAD 83(1986)-  31 26 30.     (N)    099 10 18.     (W)     SCALED    
 CA0829* NAVD 88     -       420.971  (meters)    1381.14   (feet)  ADJUSTED  
 CA0829  ___________________________________________________________________
 CA0829  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 CA0829  DYNAMIC HT  -         420.412 (meters)    1379.30  (feet)  COMP
 CA0829  MODELED GRAV-     979,299.5   (mgal)                       NAVD 88
 CA0829
 CA0829  VERT ORDER  -  FIRST     CLASS II
 CA0829
 CA0829.The horizontal coordinates were scaled from a topographic map and have
 CA0829.an estimated accuracy of +/- 6 seconds.
 CA0829
 CA0829.The orthometric height was determined by differential leveling
 CA0829.and adjusted by the National Geodetic Survey in June 1991..
 CA0829
 CA0829.The geoid height was determined by GEOID03.
 CA0829
 CA0829.The dynamic height is computed by dividing the NAVD 88
 CA0829.geopotential number by the normal gravity value computed on the
 CA0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0829.degrees latitude (g = 980.6199 gals.).
 CA0829
 CA0829.The modeled gravity was interpolated from observed gravity values.
 CA0829
 CA0829;                    North         East    Units  Estimated Accuracy
 CA0829;SPC TX C     - 3,197,350.      810,420.      MT  (+/- 180 meters Scaled)
 CA0829
 CA0829                          SUPERSEDED SURVEY CONTROL
 CA0829
 CA0829.No superseded survey control is available for this station.
 CA0829
 CA0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV836785(NAD 83)
 CA0829_MARKER: I = METAL ROD
 CA0829_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0829_SP_SET: STAINLESS STEEL ROD
 CA0829_STAMPING: R 1455 1982
 CA0829_MARK LOGO: NGS   
 CA0829_PROJECTION: FLUSH
 CA0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0829+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0829_ROD/PIPE-DEPTH: 3.7  meters
 CA0829
 CA0829  HISTORY     - Date     Condition        Report By
 CA0829  HISTORY     - 1982     MONUMENTED       NGS
 CA0829  HISTORY     - 19950827 GOOD             USPSQD
 CA0829  HISTORY     - 20060319 GOOD             USPSQD
 CA0829
 CA0829                          STATION DESCRIPTION
 CA0829
 CA0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0829'37.4 KM (23.25 MI) SW FROM BROWNWOOD.
 CA0829'37.4 KM (23.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0829'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, OR 38.4 KM (23.85
 CA0829'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE COURTHOUSE IN BRADY,
 CA0829'AT A POWERLINE CROSSING, 0.8 KM (0.5 MI) SOUTH OF A GRAVELED ROAD
 CA0829'LEADING TO MILBURN, 17.8 METERS (58.4 FT) EAST-SOUTHEAST OF THE
 CA0829'CENTERLINE OF THE HIGHWAY AND 6.9 METERS (22.6 FT) NORTH-NORTHEAST OF
 CA0829'THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS
 CA0829'THROUGH A 5-INCH LOGO CAP.
 CA0829'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 CA0829'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 CA0829
 CA0829                          STATION RECOVERY (1995)
 CA0829
 CA0829'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0829'RECOVERED IN GOOD CONDITION.
 CA0829
 CA0829                          STATION RECOVERY (2006)
 CA0829
 CA0829'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0829'THE GP IS WRONG.  IT SHOULD BE N31 25 30.2  W099 10 06.3  IT APPEARS
 CA0829'THAT IT WAS RECORDED AS 17 INSTEAD OF 07. CAN YOU CORRECT THIS.  FOUND
 CA0829'AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0853 ***********************************************************************
 CA0853  DESIGNATION -  R 1456
 CA0853  PID         -  CA0853
 CA0853  STATE/COUNTY-  TX/BROWN
 CA0853  USGS QUAD   -  BANGS EAST (1987)
 CA0853
 CA0853                         *CURRENT SURVEY CONTROL
 CA0853  ___________________________________________________________________
 CA0853* NAD 83(1986)-  31 43 18.     (N)    099 00 53.     (W)     SCALED    
 CA0853* NAVD 88     -       469.429  (meters)    1540.12   (feet)  ADJUSTED  
 CA0853  ___________________________________________________________________
 CA0853  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CA0853  DYNAMIC HT  -         468.817 (meters)    1538.11  (feet)  COMP
 CA0853  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 CA0853
 CA0853  VERT ORDER  -  FIRST     CLASS II
 CA0853
 CA0853.The horizontal coordinates were scaled from a topographic map and have
 CA0853.an estimated accuracy of +/- 6 seconds.
 CA0853
 CA0853.The orthometric height was determined by differential leveling
 CA0853.and adjusted by the National Geodetic Survey in June 1991..
 CA0853
 CA0853.The geoid height was determined by GEOID03.
 CA0853
 CA0853.The dynamic height is computed by dividing the NAVD 88
 CA0853.geopotential number by the normal gravity value computed on the
 CA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0853.degrees latitude (g = 980.6199 gals.).
 CA0853
 CA0853.The modeled gravity was interpolated from observed gravity values.
 CA0853
 CA0853;                    North         East    Units  Estimated Accuracy
 CA0853;SPC TX C     - 3,228,560.      824,970.      MT  (+/- 180 meters Scaled)
 CA0853
 CA0853                          SUPERSEDED SURVEY CONTROL
 CA0853
 CA0853.No superseded survey control is available for this station.
 CA0853
 CA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA986095(NAD 83)
 CA0853_MARKER: DB = BENCH MARK DISK
 CA0853_SETTING: 66 = SET IN ROCK OUTCROP
 CA0853_SP_SET: ROCK OUTCROP
 CA0853_STAMPING: R 1456 1982
 CA0853_MARK LOGO: NGS   
 CA0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0853+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0853
 CA0853  HISTORY     - Date     Condition        Report By
 CA0853  HISTORY     - 1982     MONUMENTED       NGS
 CA0853  HISTORY     - 1983     GOOD             NGS
 CA0853  HISTORY     - 20060320 GOOD             USPSQD
 CA0853
 CA0853                          STATION DESCRIPTION
 CA0853
 CA0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0853'3.7 KM (2.3 MI) WEST FROM BROWNWOOD.
 CA0853'3.7 KM (2.3 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0853'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, IN THE CENTER OF A 2 BY 2
 CA0853'FT EXPOSED AREA OF OUTCROPPING BEDROCK AT THE CREST OF A SMALL HILL,
 CA0853'39.9 METERS (130.9 FT) EAST-NORTHEAST OF THE CENTER OF A PRIVATE ROAD,
 CA0853'26.0 METERS (85.3 FT) EAST-NORTHEAST OF THE SOUTHWEST END OF A HIGHWAY
 CA0853'CUT, 14.5 METERS (47.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 CA0853'HIGHWAY, 5.6 METERS (18.4 FT) SOUTH-SOUTHEAST OF A FENCE AND 3.0
 CA0853'METERS (9.8 FT) NORTH-NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY.
 CA0853'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CA0853'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 CA0853
 CA0853                          STATION RECOVERY (1983)
 CA0853
 CA0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0853'RECOVERED IN GOOD CONDITION.
 CA0853
 CA0853                          STATION RECOVERY (2006)
 CA0853
 CA0853'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0853'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0878 ***********************************************************************
 CA0878  DESIGNATION -  R 1457
 CA0878  PID         -  CA0878
 CA0878  STATE/COUNTY-  TX/COLEMAN
 CA0878  USGS QUAD   -  COLEMAN (1987)
 CA0878
 CA0878                         *CURRENT SURVEY CONTROL
 CA0878  ___________________________________________________________________
 CA0878* NAD 83(1986)-  31 50 55.     (N)    099 24 37.     (W)     SCALED    
 CA0878* NAVD 88     -       518.792  (meters)    1702.07   (feet)  ADJUSTED  
 CA0878  ___________________________________________________________________
 CA0878  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CA0878  DYNAMIC HT  -         518.109 (meters)    1699.83  (feet)  COMP
 CA0878  MODELED GRAV-     979,306.3   (mgal)                       NAVD 88
 CA0878
 CA0878  VERT ORDER  -  FIRST     CLASS II
 CA0878
 CA0878.The horizontal coordinates were scaled from a topographic map and have
 CA0878.an estimated accuracy of +/- 6 seconds.
 CA0878
 CA0878.The orthometric height was determined by differential leveling
 CA0878.and adjusted by the National Geodetic Survey in June 1991..
 CA0878
 CA0878.The geoid height was determined by GEOID03.
 CA0878
 CA0878.The dynamic height is computed by dividing the NAVD 88
 CA0878.geopotential number by the normal gravity value computed on the
 CA0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0878.degrees latitude (g = 980.6199 gals.).
 CA0878
 CA0878.The modeled gravity was interpolated from observed gravity values.
 CA0878
 CA0878;                    North         East    Units  Estimated Accuracy
 CA0878;SPC TX C     - 3,242,250.      787,360.      MT  (+/- 180 meters Scaled)
 CA0878
 CA0878                          SUPERSEDED SURVEY CONTROL
 CA0878
 CA0878.No superseded survey control is available for this station.
 CA0878
 CA0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA611237(NAD 83)
 CA0878_MARKER: I = METAL ROD
 CA0878_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0878+WITH SETTING: INFORMATION.
 CA0878_SP_SET: SHALLOW SET METAL ROD
 CA0878_STAMPING: R 1457 1982
 CA0878_MARK LOGO: NGS   
 CA0878_PROJECTION: FLUSH
 CA0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0878_ROD/PIPE-DEPTH: 3.0  meters
 CA0878
 CA0878  HISTORY     - Date     Condition        Report By
 CA0878  HISTORY     - 1982     MONUMENTED       NGS
 CA0878
 CA0878                          STATION DESCRIPTION
 CA0878
 CA0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0878'3.2 KM (1.95 MI) SE FROM COLEMAN.
 CA0878'1.7 KM (1.05 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0878'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, THENCE
 CA0878'1.0 KM (0.6 MI) NORTHEASTERLY ALONG AIRPORT ROAD, THENCE 0.5 KM (0.3
 CA0878'MI) EASTERLY ALONG A PAVED ROAD, 8.0 METERS (26.2 FT) NORTH OF THE
 CA0878'CENTER OF THE ROAD AND 0.5 METER (1.6 FT) SOUTH OF A UTILITY POLE.
 CA0878'NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS
 CA0878'THROUGH A 5-INCH LOGO CAP.
 CA0878'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CA0878'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0741 ***********************************************************************
 CU0741  DESIGNATION -  R 1458
 CU0741  PID         -  CU0741
 CU0741  STATE/COUNTY-  TX/NOLAN
 CU0741  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0741
 CU0741                         *CURRENT SURVEY CONTROL
 CU0741  ___________________________________________________________________
 CU0741* NAD 83(1986)-  32 29 43.     (N)    100 17 01.     (W)     SCALED    
 CU0741* NAVD 88     -       603.639  (meters)    1980.44   (feet)  ADJUSTED  
 CU0741  ___________________________________________________________________
 CU0741  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CU0741  DYNAMIC HT  -         602.841 (meters)    1977.82  (feet)  COMP
 CU0741  MODELED GRAV-     979,298.3   (mgal)                       NAVD 88
 CU0741
 CU0741  VERT ORDER  -  FIRST     CLASS II
 CU0741
 CU0741.The horizontal coordinates were scaled from a topographic map and have
 CU0741.an estimated accuracy of +/- 6 seconds.
 CU0741
 CU0741.The orthometric height was determined by differential leveling
 CU0741.and adjusted by the National Geodetic Survey in June 1991..
 CU0741
 CU0741.The geoid height was determined by GEOID03.
 CU0741
 CU0741.The dynamic height is computed by dividing the NAVD 88
 CU0741.geopotential number by the normal gravity value computed on the
 CU0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0741.degrees latitude (g = 980.6199 gals.).
 CU0741
 CU0741.The modeled gravity was interpolated from observed gravity values.
 CU0741
 CU0741;                    North         East    Units  Estimated Accuracy
 CU0741;SPC TXNC     - 2,093,310.      432,400.      MT  (+/- 180 meters Scaled)
 CU0741
 CU0741                          SUPERSEDED SURVEY CONTROL
 CU0741
 CU0741.No superseded survey control is available for this station.
 CU0741
 CU0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA794960(NAD 83)
 CU0741_MARKER: I = METAL ROD
 CU0741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0741_SP_SET: STAINLESS STEEL ROD
 CU0741_STAMPING: R 1458 1982
 CU0741_MARK LOGO: NGS   
 CU0741_PROJECTION: FLUSH
 CU0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0741_ROD/PIPE-DEPTH: 9.1  meters
 CU0741
 CU0741  HISTORY     - Date     Condition        Report By
 CU0741  HISTORY     - 1982     MONUMENTED       NGS
 CU0741
 CU0741                          STATION DESCRIPTION
 CU0741
 CU0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0741'12.2 KM (7.6 MI) EAST FROM SWEETWATER.
 CU0741'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0741'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0741'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0741'7.8 KM (4.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.3 KM (0.2 MI)
 CU0741'WEST OF MILEPOST 253, 0.2 KM (0.1 MI) WEST OF A BRIDGE OVER A DRY
 CU0741'WASH, 29.9 METERS (98.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 CU0741'LANES OF THE HIGHWAY, 9.8 METERS (32.2 FT) NORTH OF THE CENTER OF A
 CU0741'FRONTAGE ROAD AND 2.3 METERS (7.5 FT) WEST OF UTILITY POLE NUMBER 37.
 CU0741'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0741'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CU0741'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0767 ***********************************************************************
 CU0767  DESIGNATION -  R 1459
 CU0767  PID         -  CU0767
 CU0767  STATE/COUNTY-  TX/MITCHELL
 CU0767  USGS QUAD   -  CEDAR BEND (1979)
 CU0767
 CU0767                         *CURRENT SURVEY CONTROL
 CU0767  ___________________________________________________________________
 CU0767* NAD 83(1986)-  32 23 34.     (N)    100 54 25.     (W)     SCALED    
 CU0767* NAVD 88     -       661.736  (meters)    2171.05   (feet)  ADJUSTED  
 CU0767  ___________________________________________________________________
 CU0767  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CU0767  DYNAMIC HT  -         660.854 (meters)    2168.15  (feet)  COMP
 CU0767  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 CU0767
 CU0767  VERT ORDER  -  FIRST     CLASS II
 CU0767
 CU0767.The horizontal coordinates were scaled from a topographic map and have
 CU0767.an estimated accuracy of +/- 6 seconds.
 CU0767
 CU0767.The orthometric height was determined by differential leveling
 CU0767.and adjusted by the National Geodetic Survey in June 1991..
 CU0767
 CU0767.The geoid height was determined by GEOID03.
 CU0767
 CU0767.The dynamic height is computed by dividing the NAVD 88
 CU0767.geopotential number by the normal gravity value computed on the
 CU0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0767.degrees latitude (g = 980.6199 gals.).
 CU0767
 CU0767.The modeled gravity was interpolated from observed gravity values.
 CU0767
 CU0767;                    North         East    Units  Estimated Accuracy
 CU0767;SPC TXNC     - 2,083,110.      373,570.      MT  (+/- 180 meters Scaled)
 CU0767
 CU0767                          SUPERSEDED SURVEY CONTROL
 CU0767
 CU0767.No superseded survey control is available for this station.
 CU0767
 CU0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA206855(NAD 83)
 CU0767_MARKER: DB = BENCH MARK DISK
 CU0767_SETTING: 66 = SET IN ROCK OUTCROP
 CU0767_SP_SET: ROCK OUTCROP
 CU0767_STAMPING: R 1459 1982
 CU0767_MARK LOGO: NGS   
 CU0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0767+STABILITY: POSITION/ELEVATION WELL
 CU0767
 CU0767  HISTORY     - Date     Condition        Report By
 CU0767  HISTORY     - 1982     MONUMENTED       NGS
 CU0767
 CU0767                          STATION DESCRIPTION
 CU0767
 CU0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0767'4.8 KM (3.0 MI) SW FROM COLORADO CITY.
 CU0767'4.8 KM (3.0 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0767'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, AT THE JUNCTION WITH
 CU0767'BUSINESS U. S. HIGHWAY 80, IN THE CENTER OF THE WESTERN TWO THIRDS OF
 CU0767'A 4 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK UNDER THE INTERSTATE
 CU0767'HIGHWAY 20 OVERPASS, 14.4 METERS (47.2 FT) NORTH-NORTHWEST OF THE
 CU0767'CENTERLINE OF THE WEST BOUND LANES OF THE INTERSTATE, 6.2 METERS (20.3
 CU0767'FT) NORTH-NORTHEAST OF THE MOST WESTERLY 1 OF 3 PIERS AND 3.3 METERS
 CU0767'(10.8 FT) NORTHEAST OF THE CENTER OF BUSINESS U. S.  HIGHWAY 80.
 CU0767'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0767'THE MARK IS ABOVE LEVEL WITH THE INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0426 ***********************************************************************
 CE0426  DESIGNATION -  R 146 RESET
 CE0426  PID         -  CE0426
 CE0426  STATE/COUNTY-  TX/EL PASO
 CE0426  USGS QUAD   -  EL PASO (1997)
 CE0426
 CE0426                         *CURRENT SURVEY CONTROL
 CE0426  ___________________________________________________________________
 CE0426* NAD 83(1986)-  31 47 13.     (N)    106 27 31.     (W)     SCALED    
 CE0426* NAVD 88     -      1148.917  (meters)    3769.41   (feet)  ADJUSTED  
 CE0426  ___________________________________________________________________
 CE0426  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0426  DYNAMIC HT  -        1147.179 (meters)    3763.70  (feet)  COMP
 CE0426  MODELED GRAV-     979,087.7   (mgal)                       NAVD 88
 CE0426
 CE0426  VERT ORDER  -  FIRST     CLASS I
 CE0426
 CE0426.The horizontal coordinates were scaled from a topographic map and have
 CE0426.an estimated accuracy of +/- 6 seconds.
 CE0426
 CE0426.The orthometric height was determined by differential leveling
 CE0426.and adjusted by the National Geodetic Survey in November 1996..
 CE0426
 CE0426.The geoid height was determined by GEOID03.
 CE0426
 CE0426.The dynamic height is computed by dividing the NAVD 88
 CE0426.geopotential number by the normal gravity value computed on the
 CE0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0426.degrees latitude (g = 980.6199 gals.).
 CE0426
 CE0426.The modeled gravity was interpolated from observed gravity values.
 CE0426
 CE0426;                    North         East    Units  Estimated Accuracy
 CE0426;SPC TX C     - 3,251,020.      120,180.      MT  (+/- 180 meters Scaled)
 CE0426
 CE0426                          SUPERSEDED SURVEY CONTROL
 CE0426
 CE0426  NAVD 88 (06/15/91) 1148.949  (m)         3769.51   (f) UNKNOWN     1 1
 CE0426
 CE0426.Superseded values are not recommended for survey control.
 CE0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0426.See file dsdata.txt to determine how the superseded data were derived.
 CE0426
 CE0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR619177(NAD 83)
 CE0426_MARKER: DV = VERTICAL CONTROL DISK
 CE0426_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0426_SP_SET: HEADWALL
 CE0426_STAMPING: R 146 1954 RESET 1978
 CE0426_MARK LOGO: NGS   
 CE0426_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0426+STABILITY: SURFACE MOTION
 CE0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0426+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0426
 CE0426  HISTORY     - Date     Condition        Report By
 CE0426  HISTORY     - 1978     MONUMENTED       USGS
 CE0426  HISTORY     - 1981     GOOD             NGS
 CE0426  HISTORY     - 19921119 GOOD             NGS
 CE0426
 CE0426                          STATION DESCRIPTION
 CE0426
 CE0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0426'5.0 KM (3.1 MI) NE FROM EL PASO.
 CE0426'THE MARK IS 1.5 M BELOW THE TRACKS.
 CE0426'5.0 KM (3.1 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CE0426'THE UNION STATION IN EL PASO, 1-1/2 POLES NORTHEAST OF MILE POST
 CE0426'1299, 0.3 KM (0.2 MI) NORTHEAST OF THE PIEDRAS STREET CROSSING, AT
 CE0426'THE SOUTHWEST CORNER OF MEMORIAL PARK, IN TOP OF THE SOUTHWEST END
 CE0426'OF THE NORTHWEST HEADWALL OF A 6 BY 8 FT CONCRETE BOX CULVERT,
 CE0426'6.8 METERS (22.5 FT) NORTHWEST OF THE NEAR RAIL AND 0.3 METER (1.0 FT)
 CE0426'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 CE0426
 CE0426                          STATION RECOVERY (1992)
 CE0426
 CE0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0426'5.0 KM (3.10 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0426'FROM THE UNION PASSENGER STATION IN EL PASO, IN TOP OF AND 0.3 M
 CE0426'(1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 CE0426'HEADWALLOF A BOX CULVERT, 0.3 KM (0.20 MI) NORTHEAST OF THE
 CE0426'INTERSECTION OF PIEDRAS STREET, NEAR THE SOUTHWEST CORNER OF MEMORIAL
 CE0426'PARK, 6.8 M (22.3 FT) NORTHWEST OF THE NEAR RAIL, AND 2.0 M (6.6 FT)
 CE0426'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0859 ***********************************************************************
 CU0859  DESIGNATION -  R 1460
 CU0859  PID         -  CU0859
 CU0859  STATE/COUNTY-  TX/SCURRY
 CU0859  USGS QUAD   -  CHINA GROVE (1979)
 CU0859
 CU0859                         *CURRENT SURVEY CONTROL
 CU0859  ___________________________________________________________________
 CU0859* NAD 83(1986)-  32 36 52.     (N)    100 45 01.     (W)     SCALED    
 CU0859* NAVD 88     -       741.827  (meters)    2433.81   (feet)  ADJUSTED  
 CU0859  ___________________________________________________________________
 CU0859  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CU0859  DYNAMIC HT  -         740.832 (meters)    2430.55  (feet)  COMP
 CU0859  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 CU0859
 CU0859  VERT ORDER  -  FIRST     CLASS II
 CU0859
 CU0859.The horizontal coordinates were scaled from a topographic map and have
 CU0859.an estimated accuracy of +/- 6 seconds.
 CU0859
 CU0859.The orthometric height was determined by differential leveling
 CU0859.and adjusted by the National Geodetic Survey in June 1991..
 CU0859
 CU0859.The geoid height was determined by GEOID03.
 CU0859
 CU0859.The dynamic height is computed by dividing the NAVD 88
 CU0859.geopotential number by the normal gravity value computed on the
 CU0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0859.degrees latitude (g = 980.6199 gals.).
 CU0859
 CU0859.The modeled gravity was interpolated from observed gravity values.
 CU0859
 CU0859;                    North         East    Units  Estimated Accuracy
 CU0859;SPC TXNC     - 2,107,360.      388,830.      MT  (+/- 180 meters Scaled)
 CU0859
 CU0859                          SUPERSEDED SURVEY CONTROL
 CU0859
 CU0859.No superseded survey control is available for this station.
 CU0859
 CU0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB357098(NAD 83)
 CU0859_MARKER: I = METAL ROD
 CU0859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0859_SP_SET: STAINLESS STEEL ROD
 CU0859_STAMPING: R 1460 1982
 CU0859_MARK LOGO: NGS   
 CU0859_PROJECTION: FLUSH
 CU0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0859_ROD/PIPE-DEPTH: 8.5  meters
 CU0859
 CU0859  HISTORY     - Date     Condition        Report By
 CU0859  HISTORY     - 1982     MONUMENTED       NGS
 CU0859
 CU0859                          STATION DESCRIPTION
 CU0859
 CU0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0859'15.6 KM (9.7 MI) SE FROM SNYDER.
 CU0859'15.6 KM (9.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0859'JUNCTION WITH U.S. HIGHWAY 180 IN SNYDER, 42.1 METERS (138.1 FT)
 CU0859'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CU0859'HIGHWAY, 15.7 METERS (51.5 FT) NORTH OF THE NORTHEAST CORNER OF A
 CU0859'CHAIN LINK FENCE AROUND A 12 BY 12 FT WHITE CONCRETE BLOCK BUILDING,
 CU0859'11.3 METERS (37.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE ROSCOE, SNYDER
 CU0859'AND PACIFIC RAILROAD, 8.1 METERS (26.6 FT) NORTH-NORTHWEST OF THE
 CU0859'CENTER OF A GRAVELED ROAD LEADING WEST AND 0.8 METER (2.6 FT)
 CU0859'NORTH-NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0859'THROUGH A 5-INCH LOGO CAP.
 CU0859'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CU0859'THE MARK IS ABOVE LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0842 ***********************************************************************
 CU0842  DESIGNATION -  R 1461
 CU0842  PID         -  CU0842
 CU0842  STATE/COUNTY-  TX/SCURRY
 CU0842  USGS QUAD   -  BRAND (1954)
 CU0842
 CU0842                         *CURRENT SURVEY CONTROL
 CU0842  ___________________________________________________________________
 CU0842* NAD 83(1986)-  32 49 12.     (N)    100 58 44.     (W)     SCALED    
 CU0842* NAVD 88     -       744.650  (meters)    2443.07   (feet)  ADJUSTED  
 CU0842  ___________________________________________________________________
 CU0842  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CU0842  DYNAMIC HT  -         743.676 (meters)    2439.88  (feet)  COMP
 CU0842  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 CU0842
 CU0842  VERT ORDER  -  FIRST     CLASS II
 CU0842
 CU0842.The horizontal coordinates were scaled from a topographic map and have
 CU0842.an estimated accuracy of +/- 6 seconds.
 CU0842
 CU0842.The orthometric height was determined by differential leveling
 CU0842.and adjusted by the National Geodetic Survey in June 1991..
 CU0842
 CU0842.The geoid height was determined by GEOID03.
 CU0842
 CU0842.The dynamic height is computed by dividing the NAVD 88
 CU0842.geopotential number by the normal gravity value computed on the
 CU0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0842.degrees latitude (g = 980.6199 gals.).
 CU0842
 CU0842.The modeled gravity was interpolated from observed gravity values.
 CU0842
 CU0842;                    North         East    Units  Estimated Accuracy
 CU0842;SPC TXNC     - 2,130,630.      367,920.      MT  (+/- 180 meters Scaled)
 CU0842
 CU0842                          SUPERSEDED SURVEY CONTROL
 CU0842
 CU0842.No superseded survey control is available for this station.
 CU0842
 CU0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB147330(NAD 83)
 CU0842_MARKER: I = METAL ROD
 CU0842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0842_SP_SET: STAINLESS STEEL ROD
 CU0842_STAMPING: R 1461 1982
 CU0842_MARK LOGO: NGS   
 CU0842_PROJECTION: FLUSH
 CU0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0842_ROD/PIPE-DEPTH: 6.1  meters
 CU0842
 CU0842  HISTORY     - Date     Condition        Report By
 CU0842  HISTORY     - 1982     MONUMENTED       NGS
 CU0842
 CU0842                          STATION DESCRIPTION
 CU0842
 CU0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0842'17.3 KM (10.65 MI) NW FROM SNYDER.
 CU0842'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0842'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0842'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0842'NORTH ALONG FARM ROAD 1611, THENCE 3.5 KM (2.15 MI) NORTHWESTERLY
 CU0842'ALONG U.S. HIGHWAY 84, 0.3 KM (0.2 MI) NORTHWEST OF THE JUNCTION OF
 CU0842'FARM ROAD 1142, 20.5 METERS (67.3 FT) SOUTHWEST OF THE CENTERLINE OF
 CU0842'THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 18.6 METERS (61.0 FT)
 CU0842'NORTHEAST OF THE NEAR RAIL, 3.6 METERS (11.8 FT) WEST OF THE EAST LEG
 CU0842'OF A BILLBOARD AND 1.3 METERS (4.3 FT) SOUTH-SOUTHEAST OF A UTILITY
 CU0842'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0842'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 CU0842'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0482 ***********************************************************************
 DP0482  DESIGNATION -  R 1462
 DP0482  PID         -  DP0482
 DP0482  STATE/COUNTY-  TX/GARZA
 DP0482  USGS QUAD   -  JUSTICEBURG (1969)
 DP0482
 DP0482                         *CURRENT SURVEY CONTROL
 DP0482  ___________________________________________________________________
 DP0482* NAD 83(1986)-  33 02 16.     (N)    101 11 54.     (W)     SCALED    
 DP0482* NAVD 88     -       685.626  (meters)    2249.42   (feet)  ADJUSTED  
 DP0482  ___________________________________________________________________
 DP0482  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DP0482  DYNAMIC HT  -         684.761 (meters)    2246.59  (feet)  COMP
 DP0482  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 DP0482
 DP0482  VERT ORDER  -  FIRST     CLASS II
 DP0482
 DP0482.The horizontal coordinates were scaled from a topographic map and have
 DP0482.an estimated accuracy of +/- 6 seconds.
 DP0482
 DP0482.The orthometric height was determined by differential leveling
 DP0482.and adjusted by the National Geodetic Survey in June 1991..
 DP0482
 DP0482.The geoid height was determined by GEOID03.
 DP0482
 DP0482.The dynamic height is computed by dividing the NAVD 88
 DP0482.geopotential number by the normal gravity value computed on the
 DP0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0482.degrees latitude (g = 980.6199 gals.).
 DP0482
 DP0482.The modeled gravity was interpolated from observed gravity values.
 DP0482
 DP0482;                    North         East    Units  Estimated Accuracy
 DP0482;SPC TXNC     - 2,155,280.      348,000.      MT  (+/- 180 meters Scaled)
 DP0482
 DP0482                          SUPERSEDED SURVEY CONTROL
 DP0482
 DP0482.No superseded survey control is available for this station.
 DP0482
 DP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB947576(NAD 83)
 DP0482_MARKER: DB = BENCH MARK DISK
 DP0482_SETTING: 66 = SET IN ROCK OUTCROP
 DP0482_SP_SET: ROCK OUTCROP
 DP0482_STAMPING: R 1462 1982
 DP0482_MARK LOGO: NGS   
 DP0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP0482+STABILITY: POSITION/ELEVATION WELL
 DP0482
 DP0482  HISTORY     - Date     Condition        Report By
 DP0482  HISTORY     - 1982     MONUMENTED       NGS
 DP0482
 DP0482                          STATION DESCRIPTION
 DP0482
 DP0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0482'24.6 KM (15.3 MI) SE FROM POST.
 DP0482'24.6 KM (15.3 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0482'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, IN THE NORTH
 DP0482'END OF A 2 BY 30 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 13.1 METERS
 DP0482'(43.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 DP0482'THE HIGHWAY AND 9.4 METERS (30.8 FT) SOUTH OF THE SOUTHWEST END OF THE
 DP0482'HIGHWAY BRIDGE OVER DOUBLE MOUNTAIN CREEK.
 DP0482'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DP0482'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0446 ***********************************************************************
 DP0446  DESIGNATION -  R 1463
 DP0446  PID         -  DP0446
 DP0446  STATE/COUNTY-  TX/GARZA
 DP0446  USGS QUAD   -  SOUTHLAND (1965)
 DP0446
 DP0446                         *CURRENT SURVEY CONTROL
 DP0446  ___________________________________________________________________
 DP0446* NAD 83(1986)-  33 17 33.     (N)    101 30 16.     (W)     SCALED    
 DP0446* NAVD 88     -       908.527  (meters)    2980.73   (feet)  ADJUSTED  
 DP0446  ___________________________________________________________________
 DP0446  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 DP0446  DYNAMIC HT  -         907.343 (meters)    2976.84  (feet)  COMP
 DP0446  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 DP0446
 DP0446  VERT ORDER  -  FIRST     CLASS II
 DP0446
 DP0446.The horizontal coordinates were scaled from a topographic map and have
 DP0446.an estimated accuracy of +/- 6 seconds.
 DP0446
 DP0446.The orthometric height was determined by differential leveling
 DP0446.and adjusted by the National Geodetic Survey in June 1991..
 DP0446
 DP0446.The geoid height was determined by GEOID03.
 DP0446
 DP0446.The dynamic height is computed by dividing the NAVD 88
 DP0446.geopotential number by the normal gravity value computed on the
 DP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0446.degrees latitude (g = 980.6199 gals.).
 DP0446
 DP0446.The modeled gravity was interpolated from observed gravity values.
 DP0446
 DP0446;                    North         East    Units  Estimated Accuracy
 DP0446;SPC TXNC     - 2,184,290.      320,230.      MT  (+/- 180 meters Scaled)
 DP0446
 DP0446                          SUPERSEDED SURVEY CONTROL
 DP0446
 DP0446.No superseded survey control is available for this station.
 DP0446
 DP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB667865(NAD 83)
 DP0446_MARKER: I = METAL ROD
 DP0446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0446_SP_SET: STAINLESS STEEL ROD
 DP0446_STAMPING: R 1463 1982
 DP0446_MARK LOGO: NGS   
 DP0446_PROJECTION: FLUSH
 DP0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0446+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0446_ROD/PIPE-DEPTH: 6.1  meters
 DP0446
 DP0446  HISTORY     - Date     Condition        Report By
 DP0446  HISTORY     - 1982     MONUMENTED       NGS
 DP0446  HISTORY     - 19890630 GOOD             NGS
 DP0446
 DP0446                          STATION DESCRIPTION
 DP0446
 DP0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0446'17.0 KM (10.55 MI) NW FROM POST.
 DP0446'17.0 KM (10.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0446'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 18.6 METERS
 DP0446'(61.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 17.3
 DP0446'METERS (56.8 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND
 DP0446'LANES OF THE HIGHWAY, 4.9 METERS (16.1 FT) NORTHWEST OF A UTILITY
 DP0446'POLE, 1.0 METER (3.3 FT) NORTHEAST OF A UTILITY POLE WITH 2
 DP0446'TRANSFORMERS AND 0.5 METER (1.6 FT) SOUTHEAST OF A WOODEN RIGHT-OF-WAY
 DP0446'MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0446'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0446'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0446
 DP0446                          STATION RECOVERY (1989)
 DP0446
 DP0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1647 ***********************************************************************
 AY1647  DESIGNATION -  R 1464
 AY1647  PID         -  AY1647
 AY1647  STATE/COUNTY-  TX/BEXAR
 AY1647  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1647
 AY1647                         *CURRENT SURVEY CONTROL
 AY1647  ___________________________________________________________________
 AY1647* NAD 83(1986)-  29 25 54.     (N)    098 33 14.     (W)     SCALED    
 AY1647* NAVD 88     -       209.778  (meters)     688.25   (feet)  ADJUSTED  
 AY1647  ___________________________________________________________________
 AY1647  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AY1647  DYNAMIC HT  -         209.473 (meters)     687.25  (feet)  COMP
 AY1647  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 AY1647
 AY1647  VERT ORDER  -  FIRST     CLASS II
 AY1647
 AY1647.The horizontal coordinates were scaled from a topographic map and have
 AY1647.an estimated accuracy of +/- 6 seconds.
 AY1647
 AY1647.The orthometric height was determined by differential leveling
 AY1647.and adjusted by the National Geodetic Survey in June 1991..
 AY1647
 AY1647.The geoid height was determined by GEOID03.
 AY1647
 AY1647.The dynamic height is computed by dividing the NAVD 88
 AY1647.geopotential number by the normal gravity value computed on the
 AY1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1647.degrees latitude (g = 980.6199 gals.).
 AY1647
 AY1647.The modeled gravity was interpolated from observed gravity values.
 AY1647
 AY1647;                    North         East    Units  Estimated Accuracy
 AY1647;SPC TXSC     - 4,177,220.      643,280.      MT  (+/- 180 meters Scaled)
 AY1647
 AY1647                          SUPERSEDED SURVEY CONTROL
 AY1647
 AY1647.No superseded survey control is available for this station.
 AY1647
 AY1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT432558(NAD 83)
 AY1647_MARKER: I = METAL ROD
 AY1647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1647_SP_SET: STAINLESS STEEL ROD
 AY1647_STAMPING: R 1464 1982
 AY1647_MARK LOGO: NGS   
 AY1647_PROJECTION: FLUSH
 AY1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1647_ROD/PIPE-DEPTH: 4.0  meters
 AY1647
 AY1647  HISTORY     - Date     Condition        Report By
 AY1647  HISTORY     - 1982     MONUMENTED       NGS
 AY1647  HISTORY     - 19950510 GOOD             USPSQD
 AY1647
 AY1647                          STATION DESCRIPTION
 AY1647
 AY1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1647'IN SAN ANTONIO.
 AY1647'IN SAN ANTONIO, 1 BLOCK NORTH OF THE JUNCTION OF WEST COMMERCE STREET
 AY1647'AND NORTH GENERAL MCMULLEN DRIVE, AT THE JUNCTION OF NORTH GENERAL
 AY1647'MCMULLEN DRIVE AND WILMONT STREET, ACROSS STREET AND NORTH OF THE JACK
 AY1647'IN THE BOX RESTAURANT, 26.9 METERS (88.10 FT) EAST OF CENTER OF DRIVE,
 AY1647'5.5 METERS (17.9 FT) NORTH OF CENTER OF STREET, 0.58 METERS (1.9 FT)
 AY1647'EAST OF A GUYED POWERLINE POLE, 0.30 METERS (1.0 FT) NORTH OF THE
 AY1647'NORTHEDGE OF AN EAST WEST SIDEWALK, AND 13.4 METERS (44.0 FT) NORTH OF
 AY1647'THE NORTHWEST CORNER OF JACK IN THE BOX RESTAURANT BUILDING.  NOTE,
 AY1647'ROD DRIVEN TO REFUSAL.
 AY1647'THE MARK IS 0.15 M ABOVE STREET.
 AY1647
 AY1647                          STATION RECOVERY (1995)
 AY1647
 AY1647'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1691 ***********************************************************************
 AY1691  DESIGNATION -  R 1465
 AY1691  PID         -  AY1691
 AY1691  STATE/COUNTY-  TX/KENDALL
 AY1691  USGS QUAD   -  WARING (1982)
 AY1691
 AY1691                         *CURRENT SURVEY CONTROL
 AY1691  ___________________________________________________________________
 AY1691* NAD 83(1986)-  29 55 38.     (N)    098 51 39.     (W)     SCALED    
 AY1691* NAVD 88     -       465.047  (meters)    1525.74   (feet)  ADJUSTED  
 AY1691  ___________________________________________________________________
 AY1691  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AY1691  DYNAMIC HT  -         464.380 (meters)    1523.55  (feet)  COMP
 AY1691  MODELED GRAV-     979,193.9   (mgal)                       NAVD 88
 AY1691
 AY1691  VERT ORDER  -  FIRST     CLASS II
 AY1691
 AY1691.The horizontal coordinates were scaled from a topographic map and have
 AY1691.an estimated accuracy of +/- 6 seconds.
 AY1691
 AY1691.The orthometric height was determined by differential leveling
 AY1691.and adjusted by the National Geodetic Survey in June 1991..
 AY1691
 AY1691.The geoid height was determined by GEOID03.
 AY1691
 AY1691.The dynamic height is computed by dividing the NAVD 88
 AY1691.geopotential number by the normal gravity value computed on the
 AY1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1691.degrees latitude (g = 980.6199 gals.).
 AY1691
 AY1691.The modeled gravity was interpolated from observed gravity values.
 AY1691
 AY1691;                    North         East    Units  Estimated Accuracy
 AY1691;SPC TXSC     - 4,232,070.      613,440.      MT  (+/- 180 meters Scaled)
 AY1691
 AY1691                          SUPERSEDED SURVEY CONTROL
 AY1691
 AY1691.No superseded survey control is available for this station.
 AY1691
 AY1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU134107(NAD 83)
 AY1691_MARKER: I = METAL ROD
 AY1691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1691_SP_SET: STAINLESS STEEL ROD
 AY1691_STAMPING: R 1465 1982
 AY1691_MARK LOGO: NGS   
 AY1691_PROJECTION: FLUSH
 AY1691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1691_ROD/PIPE-DEPTH: 3.14 meters
 AY1691
 AY1691  HISTORY     - Date     Condition        Report By
 AY1691  HISTORY     - 1982     MONUMENTED       NGS
 AY1691  HISTORY     - 1990     GOOD             USPSQD
 AY1691  HISTORY     - 19940309 GOOD             USPSQD
 AY1691  HISTORY     - 20050521 GOOD             USPSQD
 AY1691
 AY1691                          STATION DESCRIPTION
 AY1691
 AY1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1691'7.6 KM (4.75 MI) SE FROM COMFORT.
 AY1691'2.7 KM (1.7 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1691'JUNCTION OF INTERSTATE HIGHWAY 10 AT THE NORTH EDGE OF COMFORT, THENCE
 AY1691'4.9 KM (3.05 MI) SOUTHEAST ALONG THE SOUTHWEST FRONTAGE ROAD, AT A
 AY1691'CATTLE GUARD AND PRIVATE ENTRANCE LEADING SOUTHWEST, 15.2 METERS
 AY1691'(50.0 FT) SOUTH SOUTHWEST OF THE CENTER OF FRONTAGE ROAD, 6.0 METERS
 AY1691'(20.0 FT) EAST SOUTHEAST OF THE CENTER OF THE IRON PIPE CATTLE GUARD,
 AY1691'10.6 METERS (35.0 FT) WEST NORTHWEST OF AN EXTENDED CENTER OF A METAL
 AY1691'GATE ACROSS THE FRONTAGE ROAD, 0.15 METERS (0.5 FT) EAST NORTHEAST OF
 AY1691'A FENCE LINE.  NOTE, ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT THIS
 AY1691'DEPTH.
 AY1691'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 AY1691'THE MARK IS 0.3 M BELOW FRONTAGE ROAD.
 AY1691
 AY1691                          STATION RECOVERY (1990)
 AY1691
 AY1691'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1691'RECOVERED IN GOOD CONDITION.
 AY1691
 AY1691                          STATION RECOVERY (1994)
 AY1691
 AY1691'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1691'RECOVERED IN GOOD CONDITION.
 AY1691
 AY1691                          STATION RECOVERY (2005)
 AY1691
 AY1691'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY1691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0517 ***********************************************************************
 BN0517  DESIGNATION -  R 1466
 BN0517  PID         -  BN0517
 BN0517  STATE/COUNTY-  TX/GILLESPIE
 BN0517  USGS QUAD   -  CAIN CITY (1963)
 BN0517
 BN0517                         *CURRENT SURVEY CONTROL
 BN0517  ___________________________________________________________________
 BN0517* NAD 83(1986)-  30 12 42.     (N)    098 52 11.     (W)     SCALED    
 BN0517* NAVD 88     -       490.092  (meters)    1607.91   (feet)  ADJUSTED  
 BN0517  ___________________________________________________________________
 BN0517  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 BN0517  DYNAMIC HT  -         489.405 (meters)    1605.66  (feet)  COMP
 BN0517  MODELED GRAV-     979,226.2   (mgal)                       NAVD 88
 BN0517
 BN0517  VERT ORDER  -  FIRST     CLASS II
 BN0517
 BN0517.The horizontal coordinates were scaled from a topographic map and have
 BN0517.an estimated accuracy of +/- 6 seconds.
 BN0517
 BN0517.The orthometric height was determined by differential leveling
 BN0517.and adjusted by the National Geodetic Survey in June 1991..
 BN0517
 BN0517.The geoid height was determined by GEOID03.
 BN0517
 BN0517.The dynamic height is computed by dividing the NAVD 88
 BN0517.geopotential number by the normal gravity value computed on the
 BN0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0517.degrees latitude (g = 980.6199 gals.).
 BN0517
 BN0517.The modeled gravity was interpolated from observed gravity values.
 BN0517
 BN0517;                    North         East    Units  Estimated Accuracy
 BN0517;SPC TX C     - 3,061,340.      840,910.      MT  (+/- 180 meters Scaled)
 BN0517
 BN0517                          SUPERSEDED SURVEY CONTROL
 BN0517
 BN0517.No superseded survey control is available for this station.
 BN0517
 BN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU125422(NAD 83)
 BN0517_MARKER: I = METAL ROD
 BN0517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0517_SP_SET: STAINLESS STEEL ROD
 BN0517_STAMPING: R 1466 1982
 BN0517_MARK LOGO: NGS   
 BN0517_PROJECTION: FLUSH
 BN0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0517+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0517_ROD/PIPE-DEPTH: 4.17 meters
 BN0517
 BN0517  HISTORY     - Date     Condition        Report By
 BN0517  HISTORY     - 1982     MONUMENTED       NGS
 BN0517  HISTORY     - 19930721 GOOD             USPSQD
 BN0517  HISTORY     - 19960309 GOOD             USPSQD
 BN0517  HISTORY     - 20040325 GOOD             USPSQD
 BN0517  HISTORY     - 20051102 GOOD             USPSQD
 BN0517
 BN0517                          STATION DESCRIPTION
 BN0517
 BN0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0517'7.0 KM (4.35 MI) SOUTH FROM FREDERICKSBURG.
 BN0517'7.0 KM (4.35 MI) SOUTH ALONG U.S. HIGHWAY 87 (WASHINGTON STREET) FROM
 BN0517'THE JUNCTION OF U.S. HIGHWAY 290 IN FREDERICKSBURG, AT A PRIVATE ROAD
 BN0517'LEADING EAST THROUGH A METAL GATE, 0.2 KM (0.1 MI) SOUTH OF SALT
 BN0517'CREEK, 30.4 METERS (100.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 87,
 BN0517'3.1 METERS (10.5 FT) NORTH OF THE CENTER OF THE PRIVATE ROAD AND METAL
 BN0517'GATE, 11.5 METERS (28.0 FT) SOUTH SOUTHWEST OF A DOUBLE TRUNK CEDAR
 BN0517'TREE MEASURED AT GROUND LEVEL, 11.8 METERS (29.0 FT) NORTH NORTHWEST
 BN0517'OF A 0.7 METER (2.5 FT) IN DIAMETER OAK TREE, 0.9 METER (3.0 FT) NORTH
 BN0517'OF A 0.33 METERS (1.1 FT) IN DIAMETER NORTH GATE POST, 0.15 METERS
 BN0517'(0.5 FT) WEST OF THE FENCE LINE.  NOTE, ROD WAS DRIVEN TO REFUSAL AND
 BN0517'ANCHORED.
 BN0517'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BN0517'THE MARK IS 0.46 M ABOVE HIGHWAY 87.
 BN0517
 BN0517                          STATION RECOVERY (1993)
 BN0517
 BN0517'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0517'RECOVERED IN GOOD CONDITION.
 BN0517
 BN0517                          STATION RECOVERY (1996)
 BN0517
 BN0517'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0517'RECOVERED IN GOOD CONDITION.
 BN0517
 BN0517                          STATION RECOVERY (2004)
 BN0517
 BN0517'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0517'RECOVERED IN GOOD CONDITION.
 BN0517
 BN0517                          STATION RECOVERY (2005)
 BN0517
 BN0517'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0545 ***********************************************************************
 BN0545  DESIGNATION -  R 1467
 BN0545  PID         -  BN0545
 BN0545  STATE/COUNTY-  TX/MASON
 BN0545  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0545
 BN0545                         *CURRENT SURVEY CONTROL
 BN0545  ___________________________________________________________________
 BN0545* NAD 83(1986)-  30 33 33.     (N)    099 00 36.     (W)     SCALED    
 BN0545* NAVD 88     -       477.413  (meters)    1566.31   (feet)  ADJUSTED  
 BN0545  ___________________________________________________________________
 BN0545  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 BN0545  DYNAMIC HT  -         476.760 (meters)    1564.17  (feet)  COMP
 BN0545  MODELED GRAV-     979,258.4   (mgal)                       NAVD 88
 BN0545
 BN0545  VERT ORDER  -  FIRST     CLASS II
 BN0545
 BN0545.The horizontal coordinates were scaled from a topographic map and have
 BN0545.an estimated accuracy of +/- 6 seconds.
 BN0545
 BN0545.The orthometric height was determined by differential leveling
 BN0545.and adjusted by the National Geodetic Survey in June 1991..
 BN0545
 BN0545.The geoid height was determined by GEOID03.
 BN0545
 BN0545.The dynamic height is computed by dividing the NAVD 88
 BN0545.geopotential number by the normal gravity value computed on the
 BN0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0545.degrees latitude (g = 980.6199 gals.).
 BN0545
 BN0545.The modeled gravity was interpolated from observed gravity values.
 BN0545
 BN0545;                    North         East    Units  Estimated Accuracy
 BN0545;SPC TX C     - 3,099,690.      826,950.      MT  (+/- 180 meters Scaled)
 BN0545
 BN0545                          SUPERSEDED SURVEY CONTROL
 BN0545
 BN0545.No superseded survey control is available for this station.
 BN0545
 BN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU990807(NAD 83)
 BN0545_MARKER: I = METAL ROD
 BN0545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0545_SP_SET: STAINLESS STEEL ROD
 BN0545_STAMPING: R 1467 1982
 BN0545_MARK LOGO: NGS   
 BN0545_PROJECTION: RECESSED 3 CENTIMETERS
 BN0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0545+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0545_ROD/PIPE-DEPTH: 4.5  meters
 BN0545
 BN0545  HISTORY     - Date     Condition        Report By
 BN0545  HISTORY     - 1982     MONUMENTED       NGS
 BN0545  HISTORY     - 19910618 GOOD             USPSQD
 BN0545  HISTORY     - 19960212 GOOD             USPSQD
 BN0545  HISTORY     - 20030120 GOOD             USPSQD
 BN0545  HISTORY     - 20051123 GOOD             USPSQD
 BN0545
 BN0545                          STATION DESCRIPTION
 BN0545
 BN0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0545'0.8 KM (0.5 MI) SOUTH FROM LOYAL VALLEY.
 BN0545'0.8 KM (0.5 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION OF
 BN0545'RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, AT A POINT
 BN0545'WHERE A HIGH TENSION POWERLINE CROSSES THE HIGHWAY AT A T JUNCTION
 BN0545'FENCE CORNER, 18.2 METERS (60.0 FT) WEST OF THE CENTERLINE OF THE
 BN0545'HIGHWAY, 35.9 METERS (118.0 FT) WEST AND ACROSS HIGHWAY FROM A METAL
 BN0545'GATE, 63.3 METERS (208.0 FT) SOUTH OF THE CENTER OF A METAL GATE ON
 BN0545'THE WEST SIDE OF THE HIGHWAY, AND 0.46 METERS (1.5 FT) EAST OF A T
 BN0545'JUNCTION CORNER FENCE POST AND FENCE.
 BN0545'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BN0545'THE MARK IS 0.6 M ABOVE HIGHWAY.
 BN0545
 BN0545                          STATION RECOVERY (1991)
 BN0545
 BN0545'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0545'RECOVERED IN GOOD CONDITION.
 BN0545
 BN0545                          STATION RECOVERY (1996)
 BN0545
 BN0545'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0545'RECOVERED IN GOOD CONDITION.
 BN0545
 BN0545                          STATION RECOVERY (2003)
 BN0545
 BN0545'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0545'RECOVERED IN GOOD CONDITION.
 BN0545
 BN0545                          STATION RECOVERY (2005)
 BN0545
 BN0545'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0545'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0422 ***********************************************************************
 DP0422  DESIGNATION -  R 1468
 DP0422  PID         -  DP0422
 DP0422  STATE/COUNTY-  TX/LUBBOCK
 DP0422  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0422
 DP0422                         *CURRENT SURVEY CONTROL
 DP0422  ___________________________________________________________________
 DP0422* NAD 83(1986)-  33 33 49.     (N)    101 49 06.     (W)     SCALED    
 DP0422* NAVD 88     -       969.132  (meters)    3179.56   (feet)  ADJUSTED  
 DP0422  ___________________________________________________________________
 DP0422  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DP0422  DYNAMIC HT  -         967.880 (meters)    3175.45  (feet)  COMP
 DP0422  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 DP0422
 DP0422  VERT ORDER  -  FIRST     CLASS II
 DP0422
 DP0422.The horizontal coordinates were scaled from a topographic map and have
 DP0422.an estimated accuracy of +/- 6 seconds.
 DP0422
 DP0422.The orthometric height was determined by differential leveling
 DP0422.and adjusted by the National Geodetic Survey in June 1991..
 DP0422
 DP0422.The geoid height was determined by GEOID03.
 DP0422
 DP0422.The dynamic height is computed by dividing the NAVD 88
 DP0422.geopotential number by the normal gravity value computed on the
 DP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0422.degrees latitude (g = 980.6199 gals.).
 DP0422
 DP0422.The modeled gravity was interpolated from observed gravity values.
 DP0422
 DP0422;                    North         East    Units  Estimated Accuracy
 DP0422;SPC TXNC     - 2,215,220.      291,960.      MT  (+/- 180 meters Scaled)
 DP0422
 DP0422                          SUPERSEDED SURVEY CONTROL
 DP0422
 DP0422.No superseded survey control is available for this station.
 DP0422
 DP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC383173(NAD 83)
 DP0422_MARKER: I = METAL ROD
 DP0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0422_SP_SET: STAINLESS STEEL ROD
 DP0422_STAMPING: R 1468 1982
 DP0422_MARK LOGO: NGS   
 DP0422_PROJECTION: FLUSH
 DP0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0422_ROD/PIPE-DEPTH: 7.3  meters
 DP0422
 DP0422  HISTORY     - Date     Condition        Report By
 DP0422  HISTORY     - 1982     MONUMENTED       NGS
 DP0422  HISTORY     - 19961004 MARK NOT FOUND   NGS
 DP0422  HISTORY     - 19970327 MARK NOT FOUND   NGS
 DP0422
 DP0422                          STATION DESCRIPTION
 DP0422
 DP0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0422'IN LUBBOCK.
 DP0422'IN LUBBOCK, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND 34TH
 DP0422'STREET, 35.4 METERS (116.1 FT) NORTH OF THE CENTERLINE OF THE STREET,
 DP0422'29.0 METERS (95.1 FT) SOUTHWEST OF THE NEAR RAIL, 1.2 METERS (3.9 FT)
 DP0422'EAST-SOUTHEAST OF A UTILITY POLE WITH 12 GUY WIRES AND 0.7 METER (2.3
 DP0422'FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER 3310 WITH A BRACE.
 DP0422'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0422'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0422'THE MARK IS 1.5 M BELOW THE TRACKS.
 DP0422
 DP0422                          STATION RECOVERY (1996)
 DP0422
 DP0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 DP0422'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 DP0422'DESTROYED.
 DP0422
 DP0422                          STATION RECOVERY (1997)
 DP0422
 DP0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0422'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0662 ***********************************************************************
 DQ0662  DESIGNATION -  R 1469
 DQ0662  PID         -  DQ0662
 DQ0662  STATE/COUNTY-  TX/LAMB
 DQ0662  USGS QUAD   -  ANTON (1985)
 DQ0662
 DQ0662                         *CURRENT SURVEY CONTROL
 DQ0662  ___________________________________________________________________
 DQ0662* NAD 83(1986)-  33 50 18.     (N)    102 12 28.     (W)     SCALED    
 DQ0662* NAVD 88     -      1038.547  (meters)    3407.30   (feet)  ADJUSTED  
 DQ0662  ___________________________________________________________________
 DQ0662  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 DQ0662  DYNAMIC HT  -        1037.206 (meters)    3402.90  (feet)  COMP
 DQ0662  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 DQ0662
 DQ0662  VERT ORDER  -  FIRST     CLASS II
 DQ0662
 DQ0662.The horizontal coordinates were scaled from a topographic map and have
 DQ0662.an estimated accuracy of +/- 6 seconds.
 DQ0662
 DQ0662.The orthometric height was determined by differential leveling
 DQ0662.and adjusted by the National Geodetic Survey in June 1991..
 DQ0662
 DQ0662.The geoid height was determined by GEOID03.
 DQ0662
 DQ0662.The dynamic height is computed by dividing the NAVD 88
 DQ0662.geopotential number by the normal gravity value computed on the
 DQ0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0662.degrees latitude (g = 980.6199 gals.).
 DQ0662
 DQ0662.The modeled gravity was interpolated from observed gravity values.
 DQ0662
 DQ0662;                    North         East    Units  Estimated Accuracy
 DQ0662;SPC TXNC     - 2,246,880.      256,890.      MT  (+/- 180 meters Scaled)
 DQ0662
 DQ0662                          SUPERSEDED SURVEY CONTROL
 DQ0662
 DQ0662.No superseded survey control is available for this station.
 DQ0662
 DQ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT583477(NAD 83)
 DQ0662_MARKER: I = METAL ROD
 DQ0662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0662_SP_SET: STAINLESS STEEL ROD
 DQ0662_STAMPING: R 1469 1982
 DQ0662_MARK LOGO: NGS   
 DQ0662_PROJECTION: FLUSH
 DQ0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0662_ROD/PIPE-DEPTH: 3.7  meters
 DQ0662
 DQ0662  HISTORY     - Date     Condition        Report By
 DQ0662  HISTORY     - 1982     MONUMENTED       NGS
 DQ0662
 DQ0662                          STATION DESCRIPTION
 DQ0662
 DQ0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0662'13.8 KM (8.55 MI) SE FROM LITTLEFIELD.
 DQ0662'13.8 KM (8.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0662'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 53.6 METERS (175.9 FT)
 DQ0662'EAST-SOUTHEAST OF RAILROAD SIGNAL NUMBER 622, 46.3 METERS (151.9 FT)
 DQ0662'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DQ0662'HIGHWAY, 24.2 METERS (79.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD
 DQ0662'LEADING NORTH, 12.2 METERS (40.0 FT) NORTHEAST OF THE NEAR RAIL OF THE
 DQ0662'SANTA FE RAILROAD AND 1.3 METERS (4.3 FT) NORTHWEST OF UTILITY POLE
 DQ0662'NUMBER 12K.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DQ0662'CAP
 DQ0662'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DQ0662'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0097 ***********************************************************************
 BY0097  DESIGNATION -  R 147
 BY0097  PID         -  BY0097
 BY0097  STATE/COUNTY-  TX/SHELBY
 BY0097  USGS QUAD   -  TIMPSON (1984)
 BY0097
 BY0097                         *CURRENT SURVEY CONTROL
 BY0097  ___________________________________________________________________
 BY0097* NAD 83(1986)-  31 54 51.     (N)    094 26 34.     (W)     SCALED    
 BY0097* NAVD 88     -       118.765  (meters)     389.65   (feet)  ADJUSTED  
 BY0097  ___________________________________________________________________
 BY0097  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY0097  DYNAMIC HT  -         118.622 (meters)     389.18  (feet)  COMP
 BY0097  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 BY0097
 BY0097  VERT ORDER  -  SECOND    CLASS 0
 BY0097
 BY0097.The horizontal coordinates were scaled from a topographic map and have
 BY0097.an estimated accuracy of +/- 6 seconds.
 BY0097
 BY0097.The orthometric height was determined by differential leveling
 BY0097.and adjusted by the National Geodetic Survey in June 1991..
 BY0097
 BY0097.The geoid height was determined by GEOID03.
 BY0097
 BY0097.The dynamic height is computed by dividing the NAVD 88
 BY0097.geopotential number by the normal gravity value computed on the
 BY0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0097.degrees latitude (g = 980.6199 gals.).
 BY0097
 BY0097.The modeled gravity was interpolated from observed gravity values.
 BY0097
 BY0097;                    North         East    Units  Estimated Accuracy
 BY0097;SPC TX C     - 3,263,910.    1,256,880.      MT  (+/- 180 meters Scaled)
 BY0097
 BY0097                          SUPERSEDED SURVEY CONTROL
 BY0097
 BY0097  NGVD 29 (??/??/92)  118.773  (m)          389.67   (f) ADJ UNCH    2 0
 BY0097
 BY0097.Superseded values are not recommended for survey control.
 BY0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0097.See file dsdata.txt to determine how the superseded data were derived.
 BY0097
 BY0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR635318(NAD 83)
 BY0097_MARKER: DB = BENCH MARK DISK
 BY0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0097_SP_SET: CULVERT
 BY0097_STAMPING: R 147 1938
 BY0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0097
 BY0097  HISTORY     - Date     Condition        Report By
 BY0097  HISTORY     - 1938     MONUMENTED       CGS
 BY0097
 BY0097                          STATION DESCRIPTION
 BY0097
 BY0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BY0097'3.2 MI NW FROM TIMPSON.
 BY0097'3.2 MILES NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE TEXAS AND NEW
 BY0097'ORLEANS RAILROAD STATION AT TIMPSON, SHELBY COUNTY, 140 FEET WEST OF
 BY0097'THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, AT A 5-FOOT
 BY0097'BOX CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 BY0097'HEADWALL, 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1
 BY0097'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED R 147 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0098 ***********************************************************************
 BY0098  DESIGNATION -  R 147 RESET 1973
 BY0098  PID         -  BY0098
 BY0098  STATE/COUNTY-  TX/SHELBY
 BY0098  USGS QUAD   -  TIMPSON (1984)
 BY0098
 BY0098                         *CURRENT SURVEY CONTROL
 BY0098  ___________________________________________________________________
 BY0098* NAD 83(1986)-  31 54 51.     (N)    094 26 33.     (W)     SCALED    
 BY0098* NAVD 88     -       119.786  (meters)     393.00   (feet)  ADJUSTED  
 BY0098  ___________________________________________________________________
 BY0098  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY0098  DYNAMIC HT  -         119.642 (meters)     392.53  (feet)  COMP
 BY0098  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 BY0098
 BY0098  VERT ORDER  -  FIRST     CLASS II
 BY0098
 BY0098.The horizontal coordinates were scaled from a topographic map and have
 BY0098.an estimated accuracy of +/- 6 seconds.
 BY0098
 BY0098.The orthometric height was determined by differential leveling
 BY0098.and adjusted by the National Geodetic Survey in June 1991..
 BY0098
 BY0098.The geoid height was determined by GEOID03.
 BY0098
 BY0098.The dynamic height is computed by dividing the NAVD 88
 BY0098.geopotential number by the normal gravity value computed on the
 BY0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0098.degrees latitude (g = 980.6199 gals.).
 BY0098
 BY0098.The modeled gravity was interpolated from observed gravity values.
 BY0098
 BY0098;                    North         East    Units  Estimated Accuracy
 BY0098;SPC TX C     - 3,263,910.    1,256,910.      MT  (+/- 180 meters Scaled)
 BY0098
 BY0098                          SUPERSEDED SURVEY CONTROL
 BY0098
 BY0098.No superseded survey control is available for this station.
 BY0098
 BY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR636318(NAD 83)
 BY0098_MARKER: DB = BENCH MARK DISK
 BY0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0098_STAMPING: R 147 RESET 1973
 BY0098_PROJECTION: FLUSH
 BY0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0098+STABILITY: SURFACE MOTION
 BY0098
 BY0098  HISTORY     - Date     Condition        Report By
 BY0098  HISTORY     - 1973     MONUMENTED       NGS
 BY0098  HISTORY     - 1979     GOOD             NGS
 BY0098
 BY0098                          STATION DESCRIPTION
 BY0098
 BY0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BY0098'2 MI WNW FROM TIMPSON.
 BY0098'FROM THE INTERSECTION OF U.S. HIGHWAYS 59 AND 84, WHICH IS LOCATED ON
 BY0098'THE WEST EDGE OF TIMPSON.  GO WEST-NORTHWEST ON U.S. HWY. 84 FOR 1.2
 BY0098'MILES TO THE JUNCTION OF FARM ROAD 1970 ON THE RIGHT, CONTINUE
 BY0098'WESTERLY ON U.S. HWY. 84 FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT AND
 BY0098'MARK ON THE LEFT, AT THE SOUTH EDGE OF ROAD RIGHT-OF-WAY.  STANDARD
 BY0098'BENCH MARK DISK, CEMENTED IN THE TOP OF A 3-INCH IRON PIPE, THAT
 BY0098'PROJECTS ABOUT 8-INCHES AND IS STAMPED R 147 RESET 1973.  IT IS 250
 BY0098'EAST OF A CREEK, 1-FOOT NORTH OF THE FENCE-LINE AND 1-FOOT EAST OF A
 BY0098'METAL WITNESS POST.
 BY0098
 BY0098                          STATION RECOVERY (1979)
 BY0098
 BY0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0098'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 BY0098'HIGHWAY 87 IN TIMPSON, THENCE 2.95 MILES NORTHWEST ALONG U.S. HIGHWAY
 BY0098'84, 82.0 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY, 76.0 FT. WEST OF
 BY0098'THE EXTENDED CENTERLINE OF A DIRT ROAD LEADING NORTH, 70.5 FT. SOUTH
 BY0098'OF A HIGHWAY RIGHT-OF-WAY MARKER, 1.0 FT. NORTH OF A FENCE.
 BY0098'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BY0098'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0540 ***********************************************************************
 EO0540  DESIGNATION -  R 1470
 EO0540  PID         -  EO0540
 EO0540  STATE/COUNTY-  TX/BAILEY
 EO0540  USGS QUAD   -  MULESHOE (1980)
 EO0540
 EO0540                         *CURRENT SURVEY CONTROL
 EO0540  ___________________________________________________________________
 EO0540* NAD 83(1986)-  34 12 54.     (N)    102 42 23.     (W)     SCALED    
 EO0540* NAVD 88     -      1151.860  (meters)    3779.06   (feet)  ADJUSTED  
 EO0540  ___________________________________________________________________
 EO0540  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 EO0540  DYNAMIC HT  -        1150.371 (meters)    3774.18  (feet)  COMP
 EO0540  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 EO0540
 EO0540  VERT ORDER  -  FIRST     CLASS II
 EO0540
 EO0540.The horizontal coordinates were scaled from a topographic map and have
 EO0540.an estimated accuracy of +/- 6 seconds.
 EO0540
 EO0540.The orthometric height was determined by differential leveling
 EO0540.and adjusted by the National Geodetic Survey in June 1991..
 EO0540
 EO0540.The geoid height was determined by GEOID03.
 EO0540
 EO0540.The dynamic height is computed by dividing the NAVD 88
 EO0540.geopotential number by the normal gravity value computed on the
 EO0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0540.degrees latitude (g = 980.6199 gals.).
 EO0540
 EO0540.The modeled gravity was interpolated from observed gravity values.
 EO0540
 EO0540;                    North         East    Units  Estimated Accuracy
 EO0540;SPC TXNC     - 2,290,370.      212,450.      MT  (+/- 180 meters Scaled)
 EO0540
 EO0540                          SUPERSEDED SURVEY CONTROL
 EO0540
 EO0540.No superseded survey control is available for this station.
 EO0540
 EO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT112883(NAD 83)
 EO0540_MARKER: I = METAL ROD
 EO0540_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0540_SP_SET: STAINLESS STEEL ROD
 EO0540_STAMPING: R 1470 1982
 EO0540_MARK LOGO: NGS   
 EO0540_PROJECTION: FLUSH
 EO0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0540_ROD/PIPE-DEPTH: 3.4  meters
 EO0540
 EO0540  HISTORY     - Date     Condition        Report By
 EO0540  HISTORY     - 1982     MONUMENTED       NGS
 EO0540
 EO0540                          STATION DESCRIPTION
 EO0540
 EO0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0540'2.0 KM (1.25 MI) SE FROM MULESHOE.
 EO0540'2.0 KM (1.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0540'JUNCTION WITH U.S. HIGHWAY 70 IN MULESHOE, 33.8 METERS (110.9 FT)
 EO0540'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EO0540'HIGHWAY, 23.5 METERS (77.1 FT) SOUTHEAST OF THE CENTER OF A GRAVELED
 EO0540'ROAD LEADING SOUTHWEST TO BARRETT PRODUCE COMPANY AND 5.5 METERS (18.0
 EO0540'FT) SOUTHEAST OF UTILITY POLE NUMBER 7.  NOTE=ACCESS TO THE DATUM
 EO0540'POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0540'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EO0540'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0547 ***********************************************************************
 EO0547  DESIGNATION -  R 1471
 EO0547  PID         -  EO0547
 EO0547  STATE/COUNTY-  TX/LAMB
 EO0547  USGS QUAD   -  MULESHOE NE (1980)
 EO0547
 EO0547                         *CURRENT SURVEY CONTROL
 EO0547  ___________________________________________________________________
 EO0547* NAD 83(1986)-  34 07 45.     (N)    102 36 18.     (W)     SCALED    
 EO0547* NAVD 88     -      1167.236  (meters)    3829.51   (feet)  ADJUSTED  
 EO0547  ___________________________________________________________________
 EO0547  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 EO0547  DYNAMIC HT  -        1165.719 (meters)    3824.53  (feet)  COMP
 EO0547  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 EO0547
 EO0547  VERT ORDER  -  FIRST     CLASS II
 EO0547
 EO0547.The horizontal coordinates were scaled from a topographic map and have
 EO0547.an estimated accuracy of +/- 6 seconds.
 EO0547
 EO0547.The orthometric height was determined by differential leveling
 EO0547.and adjusted by the National Geodetic Survey in June 1991..
 EO0547
 EO0547.The geoid height was determined by GEOID03.
 EO0547
 EO0547.The dynamic height is computed by dividing the NAVD 88
 EO0547.geopotential number by the normal gravity value computed on the
 EO0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0547.degrees latitude (g = 980.6199 gals.).
 EO0547
 EO0547.The modeled gravity was interpolated from observed gravity values.
 EO0547
 EO0547;                    North         East    Units  Estimated Accuracy
 EO0547;SPC TXNC     - 2,280,480.      221,410.      MT  (+/- 180 meters Scaled)
 EO0547
 EO0547                          SUPERSEDED SURVEY CONTROL
 EO0547
 EO0547.No superseded survey control is available for this station.
 EO0547
 EO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT208790(NAD 83)
 EO0547_MARKER: I = METAL ROD
 EO0547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0547_SP_SET: STAINLESS STEEL ROD
 EO0547_STAMPING: R 1471 1982
 EO0547_MARK LOGO: NGS   
 EO0547_PROJECTION: FLUSH
 EO0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0547_ROD/PIPE-DEPTH: 8.5  meters
 EO0547
 EO0547  HISTORY     - Date     Condition        Report By
 EO0547  HISTORY     - 1982     MONUMENTED       NGS
 EO0547
 EO0547                          STATION DESCRIPTION
 EO0547
 EO0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0547'15.2 KM (9.45 MI) SE FROM MULESHOE.
 EO0547'15.2 KM (9.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0547'JUNCTION WITH U.S. HIGHWAY 70 IN MULESHOE, 23.5 METERS (77.1 FT)
 EO0547'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EO0547'HIGHWAY AND 1.9 METERS (6.2 FT) SOUTHEAST OF UTILITY POLE NUMBER 3.
 EO0547'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0547'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EO0547'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4848 ***********************************************************************
 AW4848  DESIGNATION -  R 1472
 AW4848  PID         -  AW4848
 AW4848  STATE/COUNTY-  TX/GALVESTON
 AW4848  USGS QUAD   -  DICKINSON (1997)
 AW4848
 AW4848                         *CURRENT SURVEY CONTROL
 AW4848  ___________________________________________________________________
 AW4848* NAD 83(1986)-  29 29 11.     (N)    095 04 12.     (W)     SCALED    
 AW4848* NAVD 88     -         5.406  (meters)      17.74   (feet)  ADJUSTED  
 AW4848  ___________________________________________________________________
 AW4848  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW4848  DYNAMIC HT  -           5.399 (meters)      17.71  (feet)  COMP
 AW4848  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 AW4848
 AW4848  VERT ORDER  -  FIRST     CLASS II
 AW4848
 AW4848.The horizontal coordinates were scaled from a topographic map and have
 AW4848.an estimated accuracy of +/- 6 seconds.
 AW4848
 AW4848.The orthometric height was determined by differential leveling
 AW4848.and adjusted by the National Geodetic Survey in March 1997..
 AW4848
 AW4848.The geoid height was determined by GEOID03.
 AW4848
 AW4848.The dynamic height is computed by dividing the NAVD 88
 AW4848.geopotential number by the normal gravity value computed on the
 AW4848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4848.degrees latitude (g = 980.6199 gals.).
 AW4848
 AW4848.The modeled gravity was interpolated from observed gravity values.
 AW4848
 AW4848;                    North         East    Units  Estimated Accuracy
 AW4848;SPC TXSC     - 4,189,610.      981,010.      MT  (+/- 180 meters Scaled)
 AW4848
 AW4848                          SUPERSEDED SURVEY CONTROL
 AW4848
 AW4848  NAVD 88 (06/15/91)    5.442  (m)           17.85   (f) UNKNOWN     1 2
 AW4848  NGVD 29 (12/23/87)    5.439  (m)           17.84   (f) ADJUSTED    1 2
 AW4848
 AW4848.Superseded values are not recommended for survey control.
 AW4848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4848.See file dsdata.txt to determine how the superseded data were derived.
 AW4848
 AW4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN993636(NAD 83)
 AW4848_MARKER: I = METAL ROD
 AW4848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4848_SP_SET: STAINLESS STEEL ROD
 AW4848_STAMPING: R 1472 1983
 AW4848_MARK LOGO: NGS   
 AW4848_PROJECTION: FLUSH
 AW4848_MAGNETIC: I = MARKER IS A STEEL ROD
 AW4848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4848+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW4848_ROD/PIPE-DEPTH: 6.1  meters
 AW4848
 AW4848  HISTORY     - Date     Condition        Report By
 AW4848  HISTORY     - 1983     MONUMENTED       NGS
 AW4848  HISTORY     - 1987     GOOD             USPSQD
 AW4848  HISTORY     - 1987     GOOD             NGS
 AW4848  HISTORY     - 1989     GOOD             USPSQD
 AW4848  HISTORY     - 1989     GOOD             USPSQD
 AW4848  HISTORY     - 1989     GOOD             USPSQD
 AW4848  HISTORY     - 1990     GOOD             USPSQD
 AW4848  HISTORY     - 19950527 GOOD             USPSQD
 AW4848  HISTORY     - 19961203 GOOD             NGS
 AW4848  HISTORY     - 20030531 GOOD             USPSQD
 AW4848  HISTORY     - 20040628 GOOD             USPSQD
 AW4848  HISTORY     - 20050629 GOOD             USPSQD
 AW4848
 AW4848                          STATION DESCRIPTION
 AW4848
 AW4848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4848'3.5 KM (2.2 MI) SE FROM LEAGUE CITY.
 AW4848'0.16 KM (0.1 MI) NORTHEAST ALONG FARM ROAD 518 (FIRST STREET) FROM THE
 AW4848'POST OFFICE IN LEAGUE CITY, THENCE 3.4 KM (2.1 MI) SOUTHEAST ALONG THE
 AW4848'GALVESTON HOUSTON AND HENDERSON RAILROAD, AT A DIRT AND SHELL ROAD
 AW4848'CROSSING IN THE SOUTH QUADRANT OF THE ROAD INTERSECTION AND SET
 AW4848'BETWEEN TWO WITNESS POSTS, 7.0 METERS (23.0 FT) SOUTHEAST OF CENTER OF
 AW4848'A DIRT AND GRAVEL ROAD, 12.8 METERS (42.0 FT) SOUTHWEST OF THE CENTER
 AW4848'OF A DIRT AND GRAVEL ROAD, 34.1 METERS (112.0 FT) SOUTHWEST OF THE
 AW4848'SOUTHWEST RAIL, 0.3 METER (1.0 FT) NORTHWEST OF A FENCE LINE,
 AW4848'5.1 METERS (16.8 FT) SOUTHWEST OF A CORNER FENCE POST AND POWERLINE
 AW4848'POLE SUPPORT POLE, AND 23.3 METERS (76.5 FT) SOUTHWEST OF A GAS LINE
 AW4848'VERTICAL VENT PIPE.
 AW4848'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AW4848'THE MARK IS 0.15 M BELOW ROAD.
 AW4848
 AW4848                          STATION RECOVERY (1987)
 AW4848
 AW4848'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4848'RECOVERED IN GOOD CONDITION.
 AW4848
 AW4848                          STATION RECOVERY (1987)
 AW4848
 AW4848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4848'RECOVERED IN GOOD CONDITION.
 AW4848
 AW4848                          STATION RECOVERY (1989)
 AW4848
 AW4848'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AW4848'RECOVERED IN GOOD CONDITION.
 AW4848
 AW4848                          STATION RECOVERY (1989)
 AW4848
 AW4848'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW4848'RECOVERED IN GOOD CONDITION.
 AW4848
 AW4848                          STATION RECOVERY (1989)
 AW4848
 AW4848'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW4848'RECOVERED IN GOOD CONDITION.
 AW4848
 AW4848                          STATION RECOVERY (1990)
 AW4848
 AW4848'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW4848'RECOVERED IN GOOD CONDITION.
 AW4848
 AW4848                          STATION RECOVERY (1995)
 AW4848
 AW4848'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4848'RECOVERED IN GOOD CONDITION.
 AW4848
 AW4848                          STATION RECOVERY (1996)
 AW4848
 AW4848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW4848'IN LEAGUE CITY, AT THE INTERSECTION OF HILL AVENUE AND OLIVE STREET,
 AW4848'34.3 M (112.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON
 AW4848'NORTHERN RAILROAD, 13.7 M (44.9 FT) SOUTHWEST OF THE AVENUE CENTER,
 AW4848'7.4 M (24.3 FT) SOUTHEAST OF AND LEVEL WITH THE STREET CENTER, 0.4 M
 AW4848'(1.3 FT) WEST OF A WITNESS POST, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS
 AW4848'POST, AND 0.3 M (1.0 FT) NORTHWEST OF A FENCE.  NOTE--ACCESS TO THE
 AW4848'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AW4848
 AW4848                          STATION RECOVERY (2003)
 AW4848
 AW4848'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AW4848'RECOVERED IN GOOD CONDITION.
 AW4848
 AW4848                          STATION RECOVERY (2004)
 AW4848
 AW4848'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4848'RECOVERED IN GOOD CONDITION.
 AW4848
 AW4848                          STATION RECOVERY (2005)
 AW4848
 AW4848'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW4848'GO TO N29 29 11.8  W095 04 13.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0926 ***********************************************************************
 CA0926  DESIGNATION -  R 1473
 CA0926  PID         -  CA0926
 CA0926  STATE/COUNTY-  TX/MILLS
 CA0926  USGS QUAD   -  MULLIN (1980)
 CA0926
 CA0926                         *CURRENT SURVEY CONTROL
 CA0926  ___________________________________________________________________
 CA0926* NAD 83(1986)-  31 37 16.     (N)    098 43 02.     (W)     SCALED    
 CA0926* NAVD 88     -       436.471  (meters)    1431.99   (feet)  ADJUSTED  
 CA0926  ___________________________________________________________________
 CA0926  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CA0926  DYNAMIC HT  -         435.902 (meters)    1430.12  (feet)  COMP
 CA0926  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 CA0926
 CA0926  VERT ORDER  -  FIRST     CLASS II
 CA0926
 CA0926.The horizontal coordinates were scaled from a topographic map and have
 CA0926.an estimated accuracy of +/- 6 seconds.
 CA0926
 CA0926.The orthometric height was determined by differential leveling
 CA0926.and adjusted by the National Geodetic Survey in June 1991..
 CA0926
 CA0926.The geoid height was determined by GEOID03.
 CA0926
 CA0926.The dynamic height is computed by dividing the NAVD 88
 CA0926.geopotential number by the normal gravity value computed on the
 CA0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0926.degrees latitude (g = 980.6199 gals.).
 CA0926
 CA0926.The modeled gravity was interpolated from observed gravity values.
 CA0926
 CA0926;                    North         East    Units  Estimated Accuracy
 CA0926;SPC TX C     - 3,217,780.      853,320.      MT  (+/- 180 meters Scaled)
 CA0926
 CA0926                          SUPERSEDED SURVEY CONTROL
 CA0926
 CA0926.No superseded survey control is available for this station.
 CA0926
 CA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV268984(NAD 83)
 CA0926_MARKER: I = METAL ROD
 CA0926_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0926+WITH SETTING: INFORMATION.
 CA0926_SP_SET: SHALLOW SET METAL ROD
 CA0926_STAMPING: R 1473 1983
 CA0926_MARK LOGO: NGS   
 CA0926_PROJECTION: FLUSH
 CA0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0926_ROD/PIPE-DEPTH: 2.4  meters
 CA0926
 CA0926  HISTORY     - Date     Condition        Report By
 CA0926  HISTORY     - 1983     MONUMENTED       NGS
 CA0926
 CA0926                          STATION DESCRIPTION
 CA0926
 CA0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0926'25.3 KM (15.7 MI) NW FROM GOLDTHWAITE.
 CA0926'25.3 KM (15.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0926'COURTHOUSE IN GOLDTHWAITE, 0R 25.8 KM (16.0 MI) SOUTHEASTERLY ALONG
 CA0926'U.S. HIGHWAY 183 FROM ITS JUNCTION WITH U.S. HIGHWAYS 67 AND 377 IN
 CA0926'EARLY, 0.4 KM (0.25 MI) SOUTHEAST OF A UTILITY LINE CROSSING, 62.2
 CA0926'METERS (204.1 FT) SOUTHEAST OF THE EAST END OF A BOX CULVERT, 19.5
 CA0926'METERS (64.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 3.2
 CA0926'METERS (10.5 FT) SOUTHWEST OF A UTILITY POLE.  NOTE, REFUSAL WAS
 CA0926'REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CA0926'CAP.
 CA0926'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0926'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0950 ***********************************************************************
 CA0950  DESIGNATION -  R 1474
 CA0950  PID         -  CA0950
 CA0950  STATE/COUNTY-  TX/LAMPASAS
 CA0950  USGS QUAD   -  OGLES (1959)
 CA0950
 CA0950                         *CURRENT SURVEY CONTROL
 CA0950  ___________________________________________________________________
 CA0950* NAD 83(1986)-  31 09 30.     (N)    098 19 39.     (W)     SCALED    
 CA0950* NAVD 88     -       443.057  (meters)    1453.60   (feet)  ADJUSTED  
 CA0950  ___________________________________________________________________
 CA0950  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CA0950  DYNAMIC HT  -         442.461 (meters)    1451.64  (feet)  COMP
 CA0950  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 CA0950
 CA0950  VERT ORDER  -  FIRST     CLASS II
 CA0950
 CA0950.The horizontal coordinates were scaled from a topographic map and have
 CA0950.an estimated accuracy of +/- 6 seconds.
 CA0950
 CA0950.The orthometric height was determined by differential leveling
 CA0950.and adjusted by the National Geodetic Survey in June 1991..
 CA0950
 CA0950.The geoid height was determined by GEOID03.
 CA0950
 CA0950.The dynamic height is computed by dividing the NAVD 88
 CA0950.geopotential number by the normal gravity value computed on the
 CA0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0950.degrees latitude (g = 980.6199 gals.).
 CA0950
 CA0950.The modeled gravity was interpolated from observed gravity values.
 CA0950
 CA0950;                    North         East    Units  Estimated Accuracy
 CA0950;SPC TX C     - 3,167,080.      891,220.      MT  (+/- 180 meters Scaled)
 CA0950
 CA0950                          SUPERSEDED SURVEY CONTROL
 CA0950
 CA0950.No superseded survey control is available for this station.
 CA0950
 CA0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV640473(NAD 83)
 CA0950_MARKER: I = METAL ROD
 CA0950_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0950+WITH SETTING: INFORMATION.
 CA0950_SP_SET: SHALLOW SET METAL ROD
 CA0950_STAMPING: R 1474 1983
 CA0950_MARK LOGO: NGS   
 CA0950_PROJECTION: FLUSH
 CA0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0950_ROD/PIPE-DEPTH: 1.2  meters
 CA0950
 CA0950  HISTORY     - Date     Condition        Report By
 CA0950  HISTORY     - 1983     MONUMENTED       NGS
 CA0950  HISTORY     - 20020420 GOOD             USPSQD
 CA0950
 CA0950                          STATION DESCRIPTION
 CA0950
 CA0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0950'9.1 KM (5.65 MI) SE FROM LOMETA.
 CA0950'9.1 KM (5.65 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0950'RAILROAD STATION IN LOMETA, 82.2 METERS (269.7 FT) SOUTHEAST OF
 CA0950'MILEPOST 286, 12.8 METERS (42.0 FT) SOUTHWEST OF THE NEAR RAIL AND
 CA0950'14.0 METERS (45.9 FT) SOUTH-SOUTHEAST OF UTILITY POLE 20-G.  NOTE,
 CA0950'REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 CA0950'5-INCH LOGO CAP.
 CA0950'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0950'THE MARK IS 0.5 M ABOVE THE TRACKS.
 CA0950
 CA0950                          STATION RECOVERY (2002)
 CA0950
 CA0950'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1228 ***********************************************************************
 BZ1228  DESIGNATION -  R 1475
 BZ1228  PID         -  BZ1228
 BZ1228  STATE/COUNTY-  TX/CORYELL
 BZ1228  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ1228
 BZ1228                         *CURRENT SURVEY CONTROL
 BZ1228  ___________________________________________________________________
 BZ1228* NAD 83(1986)-  31 07 21.     (N)    097 48 49.     (W)     SCALED    
 BZ1228* NAVD 88     -       276.878  (meters)     908.39   (feet)  ADJUSTED  
 BZ1228  ___________________________________________________________________
 BZ1228  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BZ1228  DYNAMIC HT  -         276.507 (meters)     907.17  (feet)  COMP
 BZ1228  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 BZ1228
 BZ1228  VERT ORDER  -  FIRST     CLASS II
 BZ1228
 BZ1228.The horizontal coordinates were scaled from a topographic map and have
 BZ1228.an estimated accuracy of +/- 6 seconds.
 BZ1228
 BZ1228.The orthometric height was determined by differential leveling
 BZ1228.and adjusted by the National Geodetic Survey in June 1991..
 BZ1228
 BZ1228.The geoid height was determined by GEOID03.
 BZ1228
 BZ1228.The dynamic height is computed by dividing the NAVD 88
 BZ1228.geopotential number by the normal gravity value computed on the
 BZ1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1228.degrees latitude (g = 980.6199 gals.).
 BZ1228
 BZ1228.The modeled gravity was interpolated from observed gravity values.
 BZ1228
 BZ1228;                    North         East    Units  Estimated Accuracy
 BZ1228;SPC TX C     - 3,164,110.      940,290.      MT  (+/- 180 meters Scaled)
 BZ1228
 BZ1228                          SUPERSEDED SURVEY CONTROL
 BZ1228
 BZ1228.No superseded survey control is available for this station.
 BZ1228
 BZ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV131437(NAD 83)
 BZ1228_MARKER: DB = BENCH MARK DISK
 BZ1228_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1228_SP_SET: PIER
 BZ1228_STAMPING: R 1475 1983
 BZ1228_MARK LOGO: NGS   
 BZ1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1228
 BZ1228  HISTORY     - Date     Condition        Report By
 BZ1228  HISTORY     - 1983     MONUMENTED       NGS
 BZ1228
 BZ1228                          STATION DESCRIPTION
 BZ1228
 BZ1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1228'8.2 KM (5.1 MI) WEST FROM KILLEEN.
 BZ1228'7.1 KM (4.4 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ1228'STATION IN KILLEEN, THENCE 1.1 KM (0.7 MI) WESTERLY ALONG U.S. 190,
 BZ1228'SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 3 PIERS OF
 BZ1228'AN OVERPASS OF A HIGHWAY LEADING SOUTH TO THE AMERICAN EDUCATIONAL
 BZ1228'COMPLEX AND 13.3 METERS (43.6 FT) NORTH OF THE CENTERLINE OF THE WEST
 BZ1228'BOUND LANES OF THE HIGHWAY.
 BZ1228'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2467 ***********************************************************************
 CS2467  DESIGNATION -  R 1476
 CS2467  PID         -  CS2467
 CS2467  STATE/COUNTY-  TX/JOHNSON
 CS2467  USGS QUAD   -  ALVARADO (1978)
 CS2467
 CS2467                         *CURRENT SURVEY CONTROL
 CS2467  ___________________________________________________________________
 CS2467* NAD 83(1986)-  32 22 49.     (N)    097 12 19.     (W)     SCALED    
 CS2467* NAVD 88     -       224.251  (meters)     735.73   (feet)  ADJUSTED  
 CS2467  ___________________________________________________________________
 CS2467  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CS2467  DYNAMIC HT  -         223.982 (meters)     734.85  (feet)  COMP
 CS2467  MODELED GRAV-     979,434.8   (mgal)                       NAVD 88
 CS2467
 CS2467  VERT ORDER  -  FIRST     CLASS II
 CS2467
 CS2467.The horizontal coordinates were scaled from a topographic map and have
 CS2467.an estimated accuracy of +/- 6 seconds.
 CS2467
 CS2467.The orthometric height was determined by differential leveling
 CS2467.and adjusted by the National Geodetic Survey in June 1991..
 CS2467
 CS2467.The geoid height was determined by GEOID03.
 CS2467
 CS2467.The dynamic height is computed by dividing the NAVD 88
 CS2467.geopotential number by the normal gravity value computed on the
 CS2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2467.degrees latitude (g = 980.6199 gals.).
 CS2467
 CS2467.The modeled gravity was interpolated from observed gravity values.
 CS2467
 CS2467;                    North         East    Units  Estimated Accuracy
 CS2467;SPC TXNC     - 2,079,880.      721,820.      MT  (+/- 180 meters Scaled)
 CS2467
 CS2467                          SUPERSEDED SURVEY CONTROL
 CS2467
 CS2467.No superseded survey control is available for this station.
 CS2467
 CS2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA688840(NAD 83)
 CS2467_MARKER: DB = BENCH MARK DISK
 CS2467_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2467_SP_SET: ABUTMENT
 CS2467_STAMPING: R 1476 1983
 CS2467_MARK LOGO: NGS   
 CS2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2467
 CS2467  HISTORY     - Date     Condition        Report By
 CS2467  HISTORY     - 1983     MONUMENTED       NGS
 CS2467  HISTORY     - 19910413 GOOD             USPSQD
 CS2467  HISTORY     - 19940324 GOOD             USPSQD
 CS2467  HISTORY     - 19990608 GOOD             USPSQD
 CS2467
 CS2467                          STATION DESCRIPTION
 CS2467
 CS2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2467'12.8 KM (7.95 MI) NORTH FROM GRANDVIEW.
 CS2467'0.2 KM (0.1 MI) EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE
 CS2467'MISSOURI, KANSAS AND TEXAS RAILROAD IN GRANDVIEW, THENCE 12.6 KM (7.85
 CS2467'MI) NORTHERLY ALONG U.S. HIGHWAY 81, IN TOP OF AND 0.1 METER (0.3 FT)
 CS2467'NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A PAVED ROAD
 CS2467'OVERPASS AND 22.4 METERS (73.5 FT) EAST OF THE CENTERLINE OF THE NORTH
 CS2467'BOUND LANES OF THE HIGHWAY.
 CS2467'THE MARK IS 1.0 M BELOW THE ROAD.
 CS2467
 CS2467                          STATION RECOVERY (1991)
 CS2467
 CS2467'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2467'RECOVERED IN GOOD CONDITION.
 CS2467
 CS2467                          STATION RECOVERY (1994)
 CS2467
 CS2467'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2467'RECOVERED IN GOOD CONDITION.
 CS2467
 CS2467                          STATION RECOVERY (1999)
 CS2467
 CS2467'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2437 ***********************************************************************
 CS2437  DESIGNATION -  R 1477
 CS2437  PID         -  CS2437
 CS2437  STATE/COUNTY-  TX/PARKER
 CS2437  USGS QUAD   -  ANNETA (1979)
 CS2437
 CS2437                         *CURRENT SURVEY CONTROL
 CS2437  ___________________________________________________________________
 CS2437* NAD 83(1986)-  32 44 53.     (N)    097 43 43.     (W)     SCALED    
 CS2437* NAVD 88     -       278.386  (meters)     913.34   (feet)  ADJUSTED  
 CS2437  ___________________________________________________________________
 CS2437  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CS2437  DYNAMIC HT  -         278.047 (meters)     912.23  (feet)  COMP
 CS2437  MODELED GRAV-     979,414.7   (mgal)                       NAVD 88
 CS2437
 CS2437  VERT ORDER  -  FIRST     CLASS II
 CS2437
 CS2437.The horizontal coordinates were scaled from a topographic map and have
 CS2437.an estimated accuracy of +/- 6 seconds.
 CS2437
 CS2437.The orthometric height was determined by differential leveling
 CS2437.and adjusted by the National Geodetic Survey in June 1991..
 CS2437
 CS2437.The geoid height was determined by GEOID03.
 CS2437
 CS2437.The dynamic height is computed by dividing the NAVD 88
 CS2437.geopotential number by the normal gravity value computed on the
 CS2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2437.degrees latitude (g = 980.6199 gals.).
 CS2437
 CS2437.The modeled gravity was interpolated from observed gravity values.
 CS2437
 CS2437;                    North         East    Units  Estimated Accuracy
 CS2437;SPC TXNC     - 2,120,180.      672,280.      MT  (+/- 180 meters Scaled)
 CS2437
 CS2437                          SUPERSEDED SURVEY CONTROL
 CS2437
 CS2437.No superseded survey control is available for this station.
 CS2437
 CS2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB191240(NAD 83)
 CS2437_MARKER: DB = BENCH MARK DISK
 CS2437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2437_SP_SET: PIER
 CS2437_STAMPING: R 1477 1983
 CS2437_MARK LOGO: NGS   
 CS2437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2437+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CS2437
 CS2437  HISTORY     - Date     Condition        Report By
 CS2437  HISTORY     - 1983     MONUMENTED       NGS
 CS2437  HISTORY     - 19910522 GOOD             USPSQD
 CS2437  HISTORY     - 19950820 GOOD             USPSQD
 CS2437  HISTORY     - 19970524 GOOD             USPSQD
 CS2437  HISTORY     - 20041023 GOOD             USPSQD
 CS2437  HISTORY     - 20051029 GOOD             USPSQD
 CS2437
 CS2437                          STATION DESCRIPTION
 CS2437
 CS2437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2437'6.1 KM (3.8 MI) EAST FROM WEATHERFORD.
 CS2437'6.1 KM (3.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION
 CS2437'WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE NORTHEAST
 CS2437'FACE OF THE MOST NORTHEASTERLY 1 OF 2 PIERS OF A PAVED ROAD OVERPASS
 CS2437'AND 8.8 METERS (28.9 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND
 CS2437'LANES OF THE HIGHWAY.
 CS2437'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2437
 CS2437                          STATION RECOVERY (1991)
 CS2437
 CS2437'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2437'RECOVERED IN GOOD CONDITION.
 CS2437
 CS2437                          STATION RECOVERY (1995)
 CS2437
 CS2437'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2437'RECOVERED IN GOOD CONDITION.
 CS2437
 CS2437                          STATION RECOVERY (1997)
 CS2437
 CS2437'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2437'RECOVERED IN GOOD CONDITION.
 CS2437
 CS2437                          STATION RECOVERY (2004)
 CS2437
 CS2437'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMF)
 CS2437'RECOVERED IN GOOD CONDITION.
 CS2437
 CS2437                          STATION RECOVERY (2005)
 CS2437
 CS2437'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0897 ***********************************************************************
 CT0897  DESIGNATION -  R 1478
 CT0897  PID         -  CT0897
 CT0897  STATE/COUNTY-  TX/PARKER
 CT0897  USGS QUAD   -  BRAZOS EAST (1984)
 CT0897
 CT0897                         *CURRENT SURVEY CONTROL
 CT0897  ___________________________________________________________________
 CT0897* NAD 83(1986)-  32 38 28.     (N)    098 03 45.     (W)     SCALED    
 CT0897* NAVD 88     -       246.595  (meters)     809.04   (feet)  ADJUSTED  
 CT0897  ___________________________________________________________________
 CT0897  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CT0897  DYNAMIC HT  -         246.293 (meters)     808.05  (feet)  COMP
 CT0897  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 CT0897
 CT0897  VERT ORDER  -  FIRST     CLASS II
 CT0897
 CT0897.The horizontal coordinates were scaled from a topographic map and have
 CT0897.an estimated accuracy of +/- 6 seconds.
 CT0897
 CT0897.The orthometric height was determined by differential leveling
 CT0897.and adjusted by the National Geodetic Survey in June 1991..
 CT0897
 CT0897.The geoid height was determined by GEOID03.
 CT0897
 CT0897.The dynamic height is computed by dividing the NAVD 88
 CT0897.geopotential number by the normal gravity value computed on the
 CT0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0897.degrees latitude (g = 980.6199 gals.).
 CT0897
 CT0897.The modeled gravity was interpolated from observed gravity values.
 CT0897
 CT0897;                    North         East    Units  Estimated Accuracy
 CT0897;SPC TXNC     - 2,108,140.      641,050.      MT  (+/- 180 meters Scaled)
 CT0897
 CT0897                          SUPERSEDED SURVEY CONTROL
 CT0897
 CT0897.No superseded survey control is available for this station.
 CT0897
 CT0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB879118(NAD 83)
 CT0897_MARKER: I = METAL ROD
 CT0897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0897_SP_SET: STAINLESS STEEL ROD
 CT0897_STAMPING: R 1478 1983
 CT0897_MARK LOGO: NGS   
 CT0897_PROJECTION: FLUSH
 CT0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0897_ROD/PIPE-DEPTH: 6.7  meters
 CT0897
 CT0897  HISTORY     - Date     Condition        Report By
 CT0897  HISTORY     - 1983     MONUMENTED       NGS
 CT0897  HISTORY     - 19950820 GOOD             USPSQD
 CT0897  HISTORY     - 19970524 GOOD             USPSQD
 CT0897  HISTORY     - 20020316 GOOD             USPSQD
 CT0897
 CT0897                          STATION DESCRIPTION
 CT0897
 CT0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0897'28.4 KM (17.65 MI) WEST FROM WEATHERFORD.
 CT0897'28.4 KM (17.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0897'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 0.8 KM (0.5 MI)
 CT0897'SOUTHWEST OF MILEPOST 391, 0.2 KM (0.1 MI) NORTHEAST OF THE
 CT0897'PARKER-PALO PINTO COUNTY LINE, 53.9 METERS (176.8 FT) NORTHWEST OF THE
 CT0897'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 15.2 METERS
 CT0897'(49.9 FT) NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD AND 0.5 METER
 CT0897'(1.6 FT) SOUTHWEST OF A T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 CT0897'POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0897'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CT0897'THE MARK IS 0.5 M ABOVE THE ROAD.
 CT0897
 CT0897                          STATION RECOVERY (1995)
 CT0897
 CT0897'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0897'RECOVERED IN GOOD CONDITION.
 CT0897
 CT0897                          STATION RECOVERY (1997)
 CT0897
 CT0897'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0897'RECOVERED IN GOOD CONDITION.
 CT0897
 CT0897                          STATION RECOVERY (2002)
 CT0897
 CT0897'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2487 ***********************************************************************
 CS2487  DESIGNATION -  R 1479
 CS2487  PID         -  CS2487
 CS2487  STATE/COUNTY-  TX/TARRANT
 CS2487  USGS QUAD   -  FORT WORTH (1981)
 CS2487
 CS2487                         *CURRENT SURVEY CONTROL
 CS2487  ___________________________________________________________________
 CS2487* NAD 83(1986)-  32 39 12.     (N)    097 19 18.     (W)     SCALED    
 CS2487* NAVD 88     -       208.563  (meters)     684.26   (feet)  ADJUSTED  
 CS2487  ___________________________________________________________________
 CS2487  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CS2487  DYNAMIC HT  -         208.316 (meters)     683.45  (feet)  COMP
 CS2487  MODELED GRAV-     979,452.3   (mgal)                       NAVD 88
 CS2487
 CS2487  VERT ORDER  -  FIRST     CLASS II
 CS2487
 CS2487.The horizontal coordinates were scaled from a topographic map and have
 CS2487.an estimated accuracy of +/- 6 seconds.
 CS2487
 CS2487.The orthometric height was determined by differential leveling
 CS2487.and adjusted by the National Geodetic Survey in June 1991..
 CS2487
 CS2487.The geoid height was determined by GEOID03.
 CS2487
 CS2487.The dynamic height is computed by dividing the NAVD 88
 CS2487.geopotential number by the normal gravity value computed on the
 CS2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2487.degrees latitude (g = 980.6199 gals.).
 CS2487
 CS2487.The modeled gravity was interpolated from observed gravity values.
 CS2487
 CS2487;                    North         East    Units  Estimated Accuracy
 CS2487;SPC TXNC     - 2,110,030.      710,530.      MT  (+/- 180 meters Scaled)
 CS2487
 CS2487                          SUPERSEDED SURVEY CONTROL
 CS2487
 CS2487.No superseded survey control is available for this station.
 CS2487
 CS2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB574141(NAD 83)
 CS2487_MARKER: DB = BENCH MARK DISK
 CS2487_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2487_SP_SET: PIER
 CS2487_STAMPING: R 1479 1983
 CS2487_MARK LOGO: NGS   
 CS2487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2487
 CS2487  HISTORY     - Date     Condition        Report By
 CS2487  HISTORY     - 1983     MONUMENTED       NGS
 CS2487  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS2487
 CS2487                          STATION DESCRIPTION
 CS2487
 CS2487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2487'1.5 KM (0.95 MI) SOUTH FROM FORT WORTH.
 CS2487'1.5 KM (0.95 MI) SOUTH ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH
 CS2487'INTERSTATE HIGHWAY 20 IN FORT WORTH, SET VERTICALLY IN THE SOUTH FACE
 CS2487'OF THE MOST WESTERLY 1 OF 7 PIERS OF THE HIGHWAY OVERPASS OF HIGHLAND
 CS2487'TERRACE NORTH, 16.2 METERS (53.1 FT) WEST OF THE CENTER OF THE HIGHWAY
 CS2487'AND 9.5 METERS (31.2 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 CS2487'LANES OF THE TERRACE.
 CS2487'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2487
 CS2487                          STATION RECOVERY (1990)
 CS2487
 CS2487'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS2487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1364 ***********************************************************************
 AY1364  DESIGNATION -  R 148
 AY1364  PID         -  AY1364
 AY1364  STATE/COUNTY-  TX/UVALDE
 AY1364  USGS QUAD   -  UVALDE (1971)
 AY1364
 AY1364                         *CURRENT SURVEY CONTROL
 AY1364  ___________________________________________________________________
 AY1364* NAD 83(1986)-  29 14 36.     (N)    099 48 45.     (W)     SCALED    
 AY1364* NAVD 88     -       283.496  (meters)     930.10   (feet)  POSTED    
 AY1364  ___________________________________________________________________
 AY1364  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AY1364  DYNAMIC HT  -         283.080 (meters)     928.74  (feet)  COMP
 AY1364  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AY1364
 AY1364  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1364
 AY1364.The horizontal coordinates were scaled from a topographic map and have
 AY1364.an estimated accuracy of +/- 6 seconds.
 AY1364
 AY1364.The orthometric height was determined by differential leveling
 AY1364.and adjusted by the National Geodetic Survey in 1992..
 AY1364.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1364.rate of 1.1 thru 2.0 mm/km.
 AY1364
 AY1364.The geoid height was determined by GEOID03.
 AY1364
 AY1364.The dynamic height is computed by dividing the NAVD 88
 AY1364.geopotential number by the normal gravity value computed on the
 AY1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1364.degrees latitude (g = 980.6199 gals.).
 AY1364
 AY1364.The modeled gravity was interpolated from observed gravity values.
 AY1364
 AY1364;                    North         East    Units  Estimated Accuracy
 AY1364;SPC TXSC     - 4,156,540.      521,030.      MT  (+/- 180 meters Scaled)
 AY1364
 AY1364                          SUPERSEDED SURVEY CONTROL
 AY1364
 AY1364  NGVD 29 (??/??/92)  283.362  (m)          929.66   (f) ADJ UNCH    2 0
 AY1364
 AY1364.Superseded values are not recommended for survey control.
 AY1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1364.See file dsdata.txt to determine how the superseded data were derived.
 AY1364
 AY1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT210352(NAD 83)
 AY1364_MARKER: DB = BENCH MARK DISK
 AY1364_SETTING: 66 = SET IN ROCK OUTCROP
 AY1364_SP_SET: ROCK OUTCROP
 AY1364_STAMPING: R 148 1939
 AY1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1364+STABILITY: POSITION/ELEVATION WELL
 AY1364
 AY1364  HISTORY     - Date     Condition        Report By
 AY1364  HISTORY     - 1939     MONUMENTED       CGS
 AY1364  HISTORY     - 1957     MARK NOT FOUND   NGS
 AY1364  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 AY1364
 AY1364                          STATION DESCRIPTION
 AY1364
 AY1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1364'1.0 MI NW FROM UVALDE JUNCTION.
 AY1364'ABOUT 1.0 MILE NORTHWEST ALONG THE UVALDE AND NORTHERN RAILWAY FROM
 AY1364'THE STATION AT UVALDE JUNCTION, UVALDE COUNTY, ABOUT 110 YARDS
 AY1364'SOUTHEAST OF MILEPOST 1, ABOUT 175 YARDS NORTHWEST OF A CATTLE GUARD,
 AY1364'ABOUT 150 YARDS SOUTHEAST OF A POWER-TRANSMISSION LINE CROSSING, ABOUT
 AY1364'75 YARDS NORTHWEST OF A LANE CROSSING, 21 FEET EAST OF THE CENTER LINE
 AY1364'OF THE TRACK, IN A ROCK OUTCROP, AND ABOUT 2 FEET LOWER THAN THE
 AY1364'TRACK.  A STANDARD DISK, STAMPED R 148 1939.  NOTE-- THE RAILROAD HAS
 AY1364'BEEN ABANDONED.  THE MARK HAS PROBABLY BEEN COVERED WITH DIRT OR TORN
 AY1364'OUT BY A GRADER.
 AY1364
 AY1364                          STATION RECOVERY (2002)
 AY1364
 AY1364'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0939 ***********************************************************************
 CT0939  DESIGNATION -  R 1480
 CT0939  PID         -  CT0939
 CT0939  STATE/COUNTY-  TX/EASTLAND
 CT0939  USGS QUAD   -  EASTLAND (1987)
 CT0939
 CT0939                         *CURRENT SURVEY CONTROL
 CT0939  ___________________________________________________________________
 CT0939* NAD 83(1986)-  32 23 17.     (N)    098 48 06.     (W)     SCALED    
 CT0939* NAVD 88     -       443.892  (meters)    1456.34   (feet)  ADJUSTED  
 CT0939  ___________________________________________________________________
 CT0939  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CT0939  DYNAMIC HT  -         443.323 (meters)    1454.47  (feet)  COMP
 CT0939  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 CT0939
 CT0939  VERT ORDER  -  FIRST     CLASS II
 CT0939
 CT0939.The horizontal coordinates were scaled from a topographic map and have
 CT0939.an estimated accuracy of +/- 6 seconds.
 CT0939
 CT0939.The orthometric height was determined by differential leveling
 CT0939.and adjusted by the National Geodetic Survey in June 1991..
 CT0939
 CT0939.The geoid height was determined by GEOID03.
 CT0939
 CT0939.The dynamic height is computed by dividing the NAVD 88
 CT0939.geopotential number by the normal gravity value computed on the
 CT0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0939.degrees latitude (g = 980.6199 gals.).
 CT0939
 CT0939.The modeled gravity was interpolated from observed gravity values.
 CT0939
 CT0939;                    North         East    Units  Estimated Accuracy
 CT0939;SPC TXNC     - 2,080,040.      571,620.      MT  (+/- 180 meters Scaled)
 CT0939
 CT0939                          SUPERSEDED SURVEY CONTROL
 CT0939
 CT0939.No superseded survey control is available for this station.
 CT0939
 CT0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA186834(NAD 83)
 CT0939_MARKER: DB = BENCH MARK DISK
 CT0939_SETTING: 66 = SET IN ROCK OUTCROP
 CT0939_SP_SET: ROCK OUTCROP
 CT0939_STAMPING: R 1480 1983
 CT0939_MARK LOGO: NGS   
 CT0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0939
 CT0939  HISTORY     - Date     Condition        Report By
 CT0939  HISTORY     - 1983     MONUMENTED       NGS
 CT0939  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0939
 CT0939                          STATION DESCRIPTION
 CT0939
 CT0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0939'11.7 KM (7.25 MI) WEST FROM RANGER.
 CT0939'11.7 KM (7.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0939'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE CENTER OF THE NORTHWEST
 CT0939'EDGE OF A 6- BY 6-FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM
 CT0939'(0.2 MI) SOUTHWEST OF THE LEON RIVER, 100.0 METERS (328.1 FT)
 CT0939'SOUTHWEST OF THE SOUTHWEST END OF A GUARD RAIL AND 18.6 METERS (61.0
 CT0939'FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CT0939'HIGHWAY.
 CT0939'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 CT0939
 CT0939                          STATION RECOVERY (2002)
 CT0939
 CT0939'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0966 ***********************************************************************
 CT0966  DESIGNATION -  R 1481
 CT0966  PID         -  CT0966
 CT0966  STATE/COUNTY-  TX/TAYLOR
 CT0966  USGS QUAD   -  ABILENE EAST (1987)
 CT0966
 CT0966                         *CURRENT SURVEY CONTROL
 CT0966  ___________________________________________________________________
 CT0966* NAD 83(1986)-  32 26 10.     (N)    099 39 22.     (W)     SCALED    
 CT0966* NAVD 88     -       532.928  (meters)    1748.45   (feet)  ADJUSTED  
 CT0966  ___________________________________________________________________
 CT0966  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CT0966  DYNAMIC HT  -         532.234 (meters)    1746.17  (feet)  COMP
 CT0966  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 CT0966
 CT0966  VERT ORDER  -  FIRST     CLASS II
 CT0966
 CT0966.The horizontal coordinates were scaled from a topographic map and have
 CT0966.an estimated accuracy of +/- 6 seconds.
 CT0966
 CT0966.The orthometric height was determined by differential leveling
 CT0966.and adjusted by the National Geodetic Survey in June 1991..
 CT0966
 CT0966.The geoid height was determined by GEOID03.
 CT0966
 CT0966.The dynamic height is computed by dividing the NAVD 88
 CT0966.geopotential number by the normal gravity value computed on the
 CT0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0966.degrees latitude (g = 980.6199 gals.).
 CT0966
 CT0966.The modeled gravity was interpolated from observed gravity values.
 CT0966
 CT0966;                    North         East    Units  Estimated Accuracy
 CT0966;SPC TXNC     - 2,085,920.      491,290.      MT  (+/- 180 meters Scaled)
 CT0966
 CT0966                          SUPERSEDED SURVEY CONTROL
 CT0966
 CT0966.No superseded survey control is available for this station.
 CT0966
 CT0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA383889(NAD 83)
 CT0966_MARKER: I = METAL ROD
 CT0966_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CT0966+WITH SETTING: INFORMATION.
 CT0966_SP_SET: SHALLOW SET METAL ROD
 CT0966_STAMPING: R 1481 1983
 CT0966_MARK LOGO: NGS   
 CT0966_PROJECTION: FLUSH
 CT0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0966_ROD/PIPE-DEPTH: 1.8  meters
 CT0966
 CT0966  HISTORY     - Date     Condition        Report By
 CT0966  HISTORY     - 1983     MONUMENTED       NGS
 CT0966  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0966
 CT0966                          STATION DESCRIPTION
 CT0966
 CT0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0966'7.6 KM (4.7 MI) EAST FROM ABILENE.
 CT0966'7.6 KM (4.7 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0966'RAILROAD STATION IN ABILENE, 0.2 KM (0.1 MI) EAST OF MILEPOST 402,
 CT0966'14.1 METERS (46.3 FT) NORTH OF THE NEAR RAIL AND 2.7 METERS (8.9 FT)
 CT0966'NORTHEAST OF UTILITY POLE NUMBER 8005.  NOTE=ACCESS TO THE DATUM POINT
 CT0966'IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 6.0 FT.
 CT0966'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CT0966'THE MARK IS 3.0 M BELOW THE TRACKS.
 CT0966
 CT0966                          STATION RECOVERY (2001)
 CT0966
 CT0966'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0643 ***********************************************************************
 DO0643  DESIGNATION -  R 1482
 DO0643  PID         -  DO0643
 DO0643  STATE/COUNTY-  TX/WICHITA
 DO0643  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0643
 DO0643                         *CURRENT SURVEY CONTROL
 DO0643  ___________________________________________________________________
 DO0643* NAD 83(1986)-  33 56 20.     (N)    098 30 41.     (W)     SCALED    
 DO0643* NAVD 88     -       293.012  (meters)     961.32   (feet)  ADJUSTED  
 DO0643  ___________________________________________________________________
 DO0643  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DO0643  DYNAMIC HT  -         292.691 (meters)     960.27  (feet)  COMP
 DO0643  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 DO0643
 DO0643  VERT ORDER  -  FIRST     CLASS II
 DO0643
 DO0643.The horizontal coordinates were scaled from a topographic map and have
 DO0643.an estimated accuracy of +/- 6 seconds.
 DO0643
 DO0643.The orthometric height was determined by differential leveling
 DO0643.and adjusted by the National Geodetic Survey in June 1991..
 DO0643
 DO0643.The geoid height was determined by GEOID03.
 DO0643
 DO0643.The dynamic height is computed by dividing the NAVD 88
 DO0643.geopotential number by the normal gravity value computed on the
 DO0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0643.degrees latitude (g = 980.6199 gals.).
 DO0643
 DO0643.The modeled gravity was interpolated from observed gravity values.
 DO0643
 DO0643;                    North         East    Units  Estimated Accuracy
 DO0643;SPC TXNC     - 2,251,980.      598,950.      MT  (+/- 180 meters Scaled)
 DO0643
 DO0643                          SUPERSEDED SURVEY CONTROL
 DO0643
 DO0643.No superseded survey control is available for this station.
 DO0643
 DO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC451554(NAD 83)
 DO0643_MARKER: I = METAL ROD
 DO0643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0643_SP_SET: STAINLESS STEEL ROD
 DO0643_STAMPING: R 1482 1984
 DO0643_MARK LOGO: NGS   
 DO0643_PROJECTION: FLUSH
 DO0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0643_ROD/PIPE-DEPTH: 11.0 meters
 DO0643
 DO0643  HISTORY     - Date     Condition        Report By
 DO0643  HISTORY     - 1984     MONUMENTED       NGS
 DO0643
 DO0643                          STATION DESCRIPTION
 DO0643
 DO0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0643'IN WICHITA FALLS.
 DO0643'IN WICHITA FALLS, AT THE INTERSECTION OF SHEPPARD ACCESS RD AND
 DO0643'PLEASANTVIEW, 18.6 METERS (61.0 FT) EAST OF THE CENTERLINE OF THE
 DO0643'NORTH BOUND LANES OF THE ROAD, 11.9 METERS (39.0 FT) NORTH OF THE
 DO0643'CENTER OF PLEASENTVIEW, 2.0 METERS (6.6 FT) EAST OF A FENCE CORNER,
 DO0643'AND 0.9 METER (3.0 FT) WEST OF THE EAST 1 OF 2 UTILITY  POLES.
 DO0643'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DO0643'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 DO0643'THE MARK IS 1.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0532 ***********************************************************************
 EM0532  DESIGNATION -  R 1483
 EM0532  PID         -  EM0532
 EM0532  STATE/COUNTY-  TX/WILBARGER
 EM0532  USGS QUAD   -  HARROLD (1990)
 EM0532
 EM0532                         *CURRENT SURVEY CONTROL
 EM0532  ___________________________________________________________________
 EM0532* NAD 83(1986)-  34 06 10.     (N)    099 05 01.     (W)     SCALED    
 EM0532* NAVD 88     -       378.101  (meters)    1240.49   (feet)  ADJUSTED  
 EM0532  ___________________________________________________________________
 EM0532  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 EM0532  DYNAMIC HT  -         377.679 (meters)    1239.10  (feet)  COMP
 EM0532  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 EM0532
 EM0532  VERT ORDER  -  FIRST     CLASS II
 EM0532
 EM0532.The horizontal coordinates were scaled from a topographic map and have
 EM0532.an estimated accuracy of +/- 6 seconds.
 EM0532
 EM0532.The orthometric height was determined by differential leveling
 EM0532.and adjusted by the National Geodetic Survey in June 1991..
 EM0532
 EM0532.The geoid height was determined by GEOID03.
 EM0532
 EM0532.The dynamic height is computed by dividing the NAVD 88
 EM0532.geopotential number by the normal gravity value computed on the
 EM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0532.degrees latitude (g = 980.6199 gals.).
 EM0532
 EM0532.The modeled gravity was interpolated from observed gravity values.
 EM0532
 EM0532;                    North         East    Units  Estimated Accuracy
 EM0532;SPC TXNC     - 2,270,310.      546,150.      MT  (+/- 180 meters Scaled)
 EM0532
 EM0532                          SUPERSEDED SURVEY CONTROL
 EM0532
 EM0532.No superseded survey control is available for this station.
 EM0532
 EM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC922735(NAD 83)
 EM0532_MARKER: I = METAL ROD
 EM0532_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EM0532+WITH SETTING: INFORMATION.
 EM0532_SP_SET: SHALLOW SET METAL ROD
 EM0532_STAMPING: R 1483 1984
 EM0532_MARK LOGO: NGS   
 EM0532_PROJECTION: FLUSH
 EM0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0532_ROD/PIPE-DEPTH: 2.1  meters
 EM0532
 EM0532  HISTORY     - Date     Condition        Report By
 EM0532  HISTORY     - 1984     MONUMENTED       NGS
 EM0532
 EM0532                          STATION DESCRIPTION
 EM0532
 EM0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0532'19.9 KM (12.35 MI) SE FROM VERNON.
 EM0532'19.9 KM (12.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 EM0532'RAILROAD FROM THE STATION IN VERNON, 0.2 KM (0.1 MI) NORTHWEST OF
 EM0532'MILEPOST 151, 0.3 KM (0.2 MI) SOUTHEAST OF THE INTERSECTION OF A DIRT
 EM0532'ROAD, 17.3 METERS (56.8 FT) NORTHEAST OF A T-FENCE, AND 12.7 METERS
 EM0532'(41.7 FT) SOUTHWEST OF THE NEAR RAIL, AND 1.1 METERS (3.6 FT)
 EM0532'NORTHWEST OF UTILITY POLE NUMBER G.  NOTE=REFUSAL WAS REACHED AT 7.0
 EM0532'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0532'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EM0532'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0592 ***********************************************************************
 EN0592  DESIGNATION -  R 1484
 EN0592  PID         -  EN0592
 EN0592  STATE/COUNTY-  TX/CHILDRESS
 EN0592  USGS QUAD   -  ESTELLINE (1985)
 EN0592
 EN0592                         *CURRENT SURVEY CONTROL
 EN0592  ___________________________________________________________________
 EN0592* NAD 83(1986)-  34 31 44.     (N)    100 24 53.     (W)     SCALED    
 EN0592* NAVD 88     -       557.215  (meters)    1828.13   (feet)  ADJUSTED  
 EN0592  ___________________________________________________________________
 EN0592  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 EN0592  DYNAMIC HT  -         556.583 (meters)    1826.06  (feet)  COMP
 EN0592  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 EN0592
 EN0592  VERT ORDER  -  FIRST     CLASS II
 EN0592
 EN0592.The horizontal coordinates were scaled from a topographic map and have
 EN0592.an estimated accuracy of +/- 6 seconds.
 EN0592
 EN0592.The orthometric height was determined by differential leveling
 EN0592.and adjusted by the National Geodetic Survey in June 1991..
 EN0592
 EN0592.The geoid height was determined by GEOID03.
 EN0592
 EN0592.The dynamic height is computed by dividing the NAVD 88
 EN0592.geopotential number by the normal gravity value computed on the
 EN0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0592.degrees latitude (g = 980.6199 gals.).
 EN0592
 EN0592.The modeled gravity was interpolated from observed gravity values.
 EN0592
 EN0592;                    North         East    Units  Estimated Accuracy
 EN0592;SPC TX N     - 1,059,220.      299,640.      MT  (+/- 180 meters Scaled)
 EN0592
 EN0592                          SUPERSEDED SURVEY CONTROL
 EN0592
 EN0592.No superseded survey control is available for this station.
 EN0592
 EN0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD701217(NAD 83)
 EN0592_MARKER: I = METAL ROD
 EN0592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0592_SP_SET: STAINLESS STEEL ROD
 EN0592_STAMPING: R 1484 1984
 EN0592_MARK LOGO: NGS   
 EN0592_PROJECTION: FLUSH
 EN0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0592_ROD/PIPE-DEPTH: 10.4 meters
 EN0592
 EN0592  HISTORY     - Date     Condition        Report By
 EN0592  HISTORY     - 1984     MONUMENTED       NGS
 EN0592
 EN0592                          STATION DESCRIPTION
 EN0592
 EN0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0592'20.4 KM (12.65 MI) NW FROM CHILDRESS.
 EN0592'20.4 KM (12.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0592'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 0.2 KM (0.1 MI) SOUTHEAST
 EN0592'OF THE CHILDRESS-HALL COUNTY LINE, 22.1 M (72.5 FT) NORTHEAST OF THE
 EN0592'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND 0.9 M
 EN0592'(3.0 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 EN0592'IS THROUGH A 5-INCH LOGO CAP.
 EN0592'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EN0592'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0929 ***********************************************************************
 DN0929  DESIGNATION -  R 1485
 DN0929  PID         -  DN0929
 DN0929  STATE/COUNTY-  TX/WISE
 DN0929  USGS QUAD   -  PECAN CREEK (1978)
 DN0929
 DN0929                         *CURRENT SURVEY CONTROL
 DN0929  ___________________________________________________________________
 DN0929* NAD 83(1986)-  33 16 16.     (N)    097 37 15.     (W)     SCALED    
 DN0929* NAVD 88     -       275.391  (meters)     903.51   (feet)  ADJUSTED  
 DN0929  ___________________________________________________________________
 DN0929  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DN0929  DYNAMIC HT  -         275.076 (meters)     902.48  (feet)  COMP
 DN0929  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 DN0929
 DN0929  VERT ORDER  -  FIRST     CLASS II
 DN0929
 DN0929.The horizontal coordinates were scaled from a topographic map and have
 DN0929.an estimated accuracy of +/- 6 seconds.
 DN0929
 DN0929.The orthometric height was determined by differential leveling
 DN0929.and adjusted by the National Geodetic Survey in June 1991..
 DN0929
 DN0929.The geoid height was determined by GEOID03.
 DN0929
 DN0929.The dynamic height is computed by dividing the NAVD 88
 DN0929.geopotential number by the normal gravity value computed on the
 DN0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0929.degrees latitude (g = 980.6199 gals.).
 DN0929
 DN0929.The modeled gravity was interpolated from observed gravity values.
 DN0929
 DN0929;                    North         East    Units  Estimated Accuracy
 DN0929;SPC TXNC     - 2,178,260.      681,900.      MT  (+/- 180 meters Scaled)
 DN0929
 DN0929                          SUPERSEDED SURVEY CONTROL
 DN0929
 DN0929.No superseded survey control is available for this station.
 DN0929
 DN0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB284821(NAD 83)
 DN0929_MARKER: I = METAL ROD
 DN0929_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0929_SP_SET: STAINLESS STEEL ROD
 DN0929_STAMPING: R 1485 1984
 DN0929_MARK LOGO: NGS   
 DN0929_PROJECTION: FLUSH
 DN0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0929_ROD/PIPE-DEPTH: 3.7  meters
 DN0929
 DN0929  HISTORY     - Date     Condition        Report By
 DN0929  HISTORY     - 1984     MONUMENTED       NGS
 DN0929  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0929
 DN0929                          STATION DESCRIPTION
 DN0929
 DN0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0929'6.2 KM (3.8 MI) NW FROM DECATUR.
 DN0929'1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE BURLINGTON NORTHERN
 DN0929'RAILROAD STATION IN DECATUR, THENCE 4.7 KM (2.85 MI) NORTHWESTERLY
 DN0929'ALONG U.S. HIGHWAYS 287 AND 81, 15.0 METERS (49.2 FT) SOUTHWEST OF THE
 DN0929'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 0.6 METER
 DN0929'(2.0 FT) SOUTHEASY OF A T-FENCE CORNER, AND 0.3 METER (1.0 FT)
 DN0929'NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 DN0929'5-INCH LOGO CAP.
 DN0929'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DN0929'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN0929
 DN0929                          STATION RECOVERY (1997)
 DN0929
 DN0929'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0621 ***********************************************************************
 DO0621  DESIGNATION -  R 1486
 DO0621  PID         -  DO0621
 DO0621  STATE/COUNTY-  TX/CLAY
 DO0621  USGS QUAD   -  BELLEVUE (1968)
 DO0621
 DO0621                         *CURRENT SURVEY CONTROL
 DO0621  ___________________________________________________________________
 DO0621* NAD 83(1986)-  33 44 47.     (N)    098 06 59.     (W)     SCALED    
 DO0621* NAVD 88     -       286.729  (meters)     940.71   (feet)  ADJUSTED  
 DO0621  ___________________________________________________________________
 DO0621  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DO0621  DYNAMIC HT  -         286.411 (meters)     939.67  (feet)  COMP
 DO0621  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 DO0621
 DO0621  VERT ORDER  -  FIRST     CLASS II
 DO0621
 DO0621.The horizontal coordinates were scaled from a topographic map and have
 DO0621.an estimated accuracy of +/- 6 seconds.
 DO0621
 DO0621.The orthometric height was determined by differential leveling
 DO0621.and adjusted by the National Geodetic Survey in June 1991..
 DO0621
 DO0621.The geoid height was determined by GEOID03.
 DO0621
 DO0621.The dynamic height is computed by dividing the NAVD 88
 DO0621.geopotential number by the normal gravity value computed on the
 DO0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0621.degrees latitude (g = 980.6199 gals.).
 DO0621
 DO0621.The modeled gravity was interpolated from observed gravity values.
 DO0621
 DO0621;                    North         East    Units  Estimated Accuracy
 DO0621;SPC TXNC     - 2,230,690.      635,540.      MT  (+/- 180 meters Scaled)
 DO0621
 DO0621                          SUPERSEDED SURVEY CONTROL
 DO0621
 DO0621.No superseded survey control is available for this station.
 DO0621
 DO0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC818343(NAD 83)
 DO0621_MARKER: DB = BENCH MARK DISK
 DO0621_SETTING: 66 = SET IN ROCK OUTCROP
 DO0621_SP_SET: ROCK OUTCROP
 DO0621_STAMPING: R 1486 1984
 DO0621_MARK LOGO: NGS   
 DO0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0621+STABILITY: POSITION/ELEVATION WELL
 DO0621
 DO0621  HISTORY     - Date     Condition        Report By
 DO0621  HISTORY     - 1984     MONUMENTED       NGS
 DO0621
 DO0621                          STATION DESCRIPTION
 DO0621
 DO0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0621'33.5 KM (20.8 MI) NW FROM BOWIE.
 DO0621'31.9 KM (19.8 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0621'FROM THE STATION IN BOWIE, THENCE 1.6 KM (1.0 MI) NORTHWEST ALONG U.S.
 DO0621'HIGHWAY 287, IN TOP OF THE NORTHWEST END OF A 4- BY-6 FT EXPOSED AREA
 DO0621'OF BEDROCK, 0.2 KM (0.1 MI) NORTHWEST OF THE NORTHWEST END OF A REST
 DO0621'AREA, 10.5 METERS (34.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 DO0621'HIGHWAY, AND 3.1 METERS (10.2 FT) SOUTHWEST OF A FENCE.
 DO0621'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DO0621'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0565 ***********************************************************************
 EM0565  DESIGNATION -  R 1487
 EM0565  PID         -  EM0565
 EM0565  STATE/COUNTY-  TX/HARDEMAN
 EM0565  USGS QUAD   -  QUANAH WEST (1990)
 EM0565
 EM0565                         *CURRENT SURVEY CONTROL
 EM0565  ___________________________________________________________________
 EM0565* NAD 83(1986)-  34 17 36.     (N)    099 45 36.     (W)     SCALED    
 EM0565* NAVD 88     -       475.703  (meters)    1560.70   (feet)  ADJUSTED  
 EM0565  ___________________________________________________________________
 EM0565  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EM0565  DYNAMIC HT  -         475.166 (meters)    1558.94  (feet)  COMP
 EM0565  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 EM0565
 EM0565  VERT ORDER  -  FIRST     CLASS II
 EM0565
 EM0565.The horizontal coordinates were scaled from a topographic map and have
 EM0565.an estimated accuracy of +/- 6 seconds.
 EM0565
 EM0565.The orthometric height was determined by differential leveling
 EM0565.and adjusted by the National Geodetic Survey in June 1991..
 EM0565
 EM0565.The geoid height was determined by GEOID03.
 EM0565
 EM0565.The dynamic height is computed by dividing the NAVD 88
 EM0565.geopotential number by the normal gravity value computed on the
 EM0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0565.degrees latitude (g = 980.6199 gals.).
 EM0565
 EM0565.The modeled gravity was interpolated from observed gravity values.
 EM0565
 EM0565;                    North         East    Units  Estimated Accuracy
 EM0565;SPC TXNC     - 2,291,990.      483,990.      MT  (+/- 180 meters Scaled)
 EM0565
 EM0565                          SUPERSEDED SURVEY CONTROL
 EM0565
 EM0565.No superseded survey control is available for this station.
 EM0565
 EM0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC300949(NAD 83)
 EM0565_MARKER: I = METAL ROD
 EM0565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0565_SP_SET: STAINLESS STEEL ROD
 EM0565_STAMPING: R 1487 1984
 EM0565_MARK LOGO: NGS   
 EM0565_PROJECTION: FLUSH
 EM0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0565_ROD/PIPE-DEPTH: 8.5  meters
 EM0565
 EM0565  HISTORY     - Date     Condition        Report By
 EM0565  HISTORY     - 1984     MONUMENTED       NGS
 EM0565  HISTORY     - 20050519 GOOD             USPSQD
 EM0565
 EM0565                          STATION DESCRIPTION
 EM0565
 EM0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0565'IN QUANAH.
 EM0565'IN QUANAH, AT THE JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY LOOP
 EM0565'285, 43.6 M (143.0 FT) WEST OF THE CENTERLINE OF THE STATE HIGHWAY,
 EM0565'24.5 M (80.4 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 EM0565'THE U.S. HIGHWAY, AND 1.9 M (6.2 FT) WEST OF A FENCE CORNER.
 EM0565'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0565'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EM0565'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 EM0565
 EM0565                          STATION RECOVERY (2005)
 EM0565
 EM0565'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EM0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1296 ***********************************************************************
 GL1296  DESIGNATION -  R 1488
 GL1296  PID         -  GL1296
 GL1296  STATE/COUNTY-  TX/DALLAM
 GL1296  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL1296
 GL1296                         *CURRENT SURVEY CONTROL
 GL1296  ___________________________________________________________________
 GL1296* NAD 83(1986)-  36 17 54.     (N)    102 32 14.     (W)     SCALED    
 GL1296* NAVD 88     -      1256.577  (meters)    4122.62   (feet)  ADJUSTED  
 GL1296  ___________________________________________________________________
 GL1296  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 GL1296  DYNAMIC HT  -        1255.141 (meters)    4117.91  (feet)  COMP
 GL1296  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 GL1296
 GL1296  VERT ORDER  -  FIRST     CLASS II
 GL1296
 GL1296.The horizontal coordinates were scaled from a topographic map and have
 GL1296.an estimated accuracy of +/- 6 seconds.
 GL1296
 GL1296.The orthometric height was determined by differential leveling
 GL1296.and adjusted by the National Geodetic Survey in June 1991..
 GL1296
 GL1296.The geoid height was determined by GEOID03.
 GL1296
 GL1296.The dynamic height is computed by dividing the NAVD 88
 GL1296.geopotential number by the normal gravity value computed on the
 GL1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1296.degrees latitude (g = 980.6199 gals.).
 GL1296
 GL1296.The modeled gravity was interpolated from observed gravity values.
 GL1296
 GL1296;                    North         East    Units  Estimated Accuracy
 GL1296;SPC TX N     - 1,255,470.      106,830.      MT  (+/- 180 meters Scaled)
 GL1296
 GL1296                          SUPERSEDED SURVEY CONTROL
 GL1296
 GL1296.No superseded survey control is available for this station.
 GL1296
 GL1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA211198(NAD 83)
 GL1296_MARKER: I = METAL ROD
 GL1296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1296_SP_SET: STAINLESS STEEL ROD
 GL1296_STAMPING: R 1488 1985
 GL1296_MARK LOGO: NGS   
 GL1296_PROJECTION: FLUSH
 GL1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1296_ROD/PIPE-DEPTH: 6.4  meters
 GL1296
 GL1296  HISTORY     - Date     Condition        Report By
 GL1296  HISTORY     - 1985     MONUMENTED       NGS
 GL1296
 GL1296                          STATION DESCRIPTION
 GL1296
 GL1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1296'26.8 KM (16.65 MI) NORT FROM DALHART.
 GL1296'26.8 KM (16.65 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1296'WITH U.S. HIGHWAY 54 IN DALHART, 22.5 M (73.8 FT) WEST OF THE
 GL1296'CENTERLINE OF THE HIGHWAY, 13.4 M (44.0 FT) SOUTH OF THE CENTER OF A
 GL1296'CATTLE GUARD AND A DIRT ROAD LEADING WEST TO PRITCHARD RANCH, AND 4.9
 GL1296'M (16.1 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 GL1296'HAD THROUGH A 5-INCH LOGO CAP.
 GL1296'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GL1296'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0608 ***********************************************************************
 EN0608  DESIGNATION -  R 1489
 EN0608  PID         -  EN0608
 EN0608  STATE/COUNTY-  TX/HALL
 EN0608  USGS QUAD   -  MEMPHIS (1985)
 EN0608
 EN0608                         *CURRENT SURVEY CONTROL
 EN0608  ___________________________________________________________________
 EN0608* NAD 83(1986)-  34 44 57.     (N)    100 33 27.     (W)     SCALED    
 EN0608* NAVD 88     -       653.102  (meters)    2142.72   (feet)  ADJUSTED  
 EN0608  ___________________________________________________________________
 EN0608  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EN0608  DYNAMIC HT  -         652.372 (meters)    2140.32  (feet)  COMP
 EN0608  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 EN0608
 EN0608  VERT ORDER  -  FIRST     CLASS II
 EN0608
 EN0608.The horizontal coordinates were scaled from a topographic map and have
 EN0608.an estimated accuracy of +/- 6 seconds.
 EN0608
 EN0608.The orthometric height was determined by differential leveling
 EN0608.and adjusted by the National Geodetic Survey in June 1991..
 EN0608
 EN0608.The geoid height was determined by GEOID03.
 EN0608
 EN0608.The dynamic height is computed by dividing the NAVD 88
 EN0608.geopotential number by the normal gravity value computed on the
 EN0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0608.degrees latitude (g = 980.6199 gals.).
 EN0608
 EN0608.The modeled gravity was interpolated from observed gravity values.
 EN0608
 EN0608;                    North         East    Units  Estimated Accuracy
 EN0608;SPC TX N     - 1,083,520.      286,300.      MT  (+/- 180 meters Scaled)
 EN0608
 EN0608                          SUPERSEDED SURVEY CONTROL
 EN0608
 EN0608.No superseded survey control is available for this station.
 EN0608
 EN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD574463(NAD 83)
 EN0608_MARKER: I = METAL ROD
 EN0608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0608_SP_SET: STAINLESS STEEL ROD
 EN0608_STAMPING: R 1489 1984
 EN0608_MARK LOGO: NGS   
 EN0608_PROJECTION: FLUSH
 EN0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0608_ROD/PIPE-DEPTH: 7.3  meters
 EN0608
 EN0608  HISTORY     - Date     Condition        Report By
 EN0608  HISTORY     - 1984     MONUMENTED       NGS
 EN0608
 EN0608                          STATION DESCRIPTION
 EN0608
 EN0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0608'3.5 KM (2.15 MI) NW FROM MEMPHIS.
 EN0608'3.5 KM (2.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0608'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 23.0 M (75.5 FT) SOUTH OF
 EN0608'RAILROAD MILEPOST 253, 18.9 M (62.0 FT) NORTHEAST OF THE CENTERLINE OF
 EN0608'THE NORTHWEST BOUND LANES OF THE HIGHWAY, 11.8 M (38.7 FT) SOUTHWEST
 EN0608'OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 1.4 M
 EN0608'(4.6 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 EN0608'IS THROUGH A 5-INCH LOGO CAP.
 EN0608'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EN0608'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1122 ***********************************************************************
 CS1122  DESIGNATION -  R 149
 CS1122  PID         -  CS1122
 CS1122  STATE/COUNTY-  TX/DALLAS
 CS1122  USGS QUAD   -  ROWLETT (1973)
 CS1122
 CS1122                         *CURRENT SURVEY CONTROL
 CS1122  ___________________________________________________________________
 CS1122* NAD 83(1986)-  32 54 17.     (N)    096 35 50.     (W)     SCALED    
 CS1122* NAVD 88     -       137.846  (meters)     452.25   (feet)  ADJUSTED  
 CS1122  ___________________________________________________________________
 CS1122  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CS1122  DYNAMIC HT  -         137.695 (meters)     451.75  (feet)  COMP
 CS1122  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 CS1122
 CS1122  VERT ORDER  -  FIRST     CLASS II
 CS1122
 CS1122.The horizontal coordinates were scaled from a topographic map and have
 CS1122.an estimated accuracy of +/- 6 seconds.
 CS1122
 CS1122.The orthometric height was determined by differential leveling
 CS1122.and adjusted by the National Geodetic Survey in June 1991..
 CS1122
 CS1122.The geoid height was determined by GEOID03.
 CS1122
 CS1122.The dynamic height is computed by dividing the NAVD 88
 CS1122.geopotential number by the normal gravity value computed on the
 CS1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1122.degrees latitude (g = 980.6199 gals.).
 CS1122
 CS1122.The modeled gravity was interpolated from observed gravity values.
 CS1122
 CS1122;                    North         East    Units  Estimated Accuracy
 CS1122;SPC TXNC     - 2,138,900.      777,980.      MT  (+/- 180 meters Scaled)
 CS1122
 CS1122                          SUPERSEDED SURVEY CONTROL
 CS1122
 CS1122  NGVD 29 (??/??/92)  137.862  (m)          452.30   (f) ADJ UNCH    1 2
 CS1122
 CS1122.Superseded values are not recommended for survey control.
 CS1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1122.See file dsdata.txt to determine how the superseded data were derived.
 CS1122
 CS1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB247432(NAD 83)
 CS1122_MARKER: DB = BENCH MARK DISK
 CS1122_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1122_SP_SET: ABUTMENT
 CS1122_STAMPING: R 149 1939
 CS1122_MARK LOGO: CGS   
 CS1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1122
 CS1122  HISTORY     - Date     Condition        Report By
 CS1122  HISTORY     - 1939     MONUMENTED       CGS
 CS1122  HISTORY     - 1986     GOOD             NGS
 CS1122
 CS1122                          STATION DESCRIPTION
 CS1122
 CS1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CS1122'2.0 MI SW FROM ROWLETT.
 CS1122'ON THE KATY RAILROAD 2.0 MILES SOUTHWEST OF DEPOT.  ABOUT 1200 FT.
 CS1122'NORTHEAST OF A ROAD CROSSING.  ON TOP OF THE SOUTHEAST END OF THE
 CS1122'SOUTHWEST CONCRETE ABUTMENT OF A CONCRETE RAILROAD BRIDGE NO. 748.3.
 CS1122'9.0 FT. SOUTHEAST OF THE CENTERLINE OF TRACK.  6 INCHES BELOW THE TOP
 CS1122'OF RAIL.
 CS1122
 CS1122                          STATION RECOVERY (1986)
 CS1122
 CS1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1122'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.2 KM (2.6 MI)
 CS1122'EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD FROM THE STATION IN
 CS1122'GARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1574 ***********************************************************************
 FL1574  DESIGNATION -  R 1490
 FL1574  PID         -  FL1574
 FL1574  STATE/COUNTY-  TX/DONLEY
 FL1574  USGS QUAD   -  JERICHO (1964)
 FL1574
 FL1574                         *CURRENT SURVEY CONTROL
 FL1574  ___________________________________________________________________
 FL1574* NAD 83(1986)-  35 10 57.     (N)    100 54 28.     (W)     SCALED    
 FL1574* NAVD 88     -       969.562  (meters)    3180.97   (feet)  ADJUSTED  
 FL1574  ___________________________________________________________________
 FL1574  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL1574  DYNAMIC HT  -         968.452 (meters)    3177.33  (feet)  COMP
 FL1574  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 FL1574
 FL1574  VERT ORDER  -  FIRST     CLASS II
 FL1574
 FL1574.The horizontal coordinates were scaled from a topographic map and have
 FL1574.an estimated accuracy of +/- 6 seconds.
 FL1574
 FL1574.The orthometric height was determined by differential leveling
 FL1574.and adjusted by the National Geodetic Survey in June 1991..
 FL1574
 FL1574.The geoid height was determined by GEOID03.
 FL1574
 FL1574.The dynamic height is computed by dividing the NAVD 88
 FL1574.geopotential number by the normal gravity value computed on the
 FL1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1574.degrees latitude (g = 980.6199 gals.).
 FL1574
 FL1574.The modeled gravity was interpolated from observed gravity values.
 FL1574
 FL1574;                    North         East    Units  Estimated Accuracy
 FL1574;SPC TX N     - 1,131,340.      253,940.      MT  (+/- 180 meters Scaled)
 FL1574
 FL1574                          SUPERSEDED SURVEY CONTROL
 FL1574
 FL1574.No superseded survey control is available for this station.
 FL1574
 FL1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD262949(NAD 83)
 FL1574_MARKER: DB = BENCH MARK DISK
 FL1574_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1574_SP_SET: PIER
 FL1574_STAMPING: R 1490 1984
 FL1574_MARK LOGO: NGS   
 FL1574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1574+STABILITY: POSITION/ELEVATION WELL
 FL1574
 FL1574  HISTORY     - Date     Condition        Report By
 FL1574  HISTORY     - 1984     MONUMENTED       NGS
 FL1574  HISTORY     - 1984     GOOD             NGS
 FL1574
 FL1574                          STATION DESCRIPTION
 FL1574
 FL1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1574'1.0 KM (0.6 MI) NORTH FROM JERICHO.
 FL1574'AT THE JUNCTION OF STATE HIGHWAY 70 AND INTERSTATE HIGHWAY 40 AT THE
 FL1574'JERICHO EXIT, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1
 FL1574'OF 4 COLUMNS OF THE FIRST PIER NORTH OF THE SOUTH CONCRETE ABUTMENT OF
 FL1574'THE STATE HIGHWAY OVERPASS OVER THE INTERSTATE HIGHWAY (EXIT 124),
 FL1574'13.6 M (44.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 FL1574'THE INTERSTATE HIGHWAY, AND 9.2 M (30.2 FT) EAST OF THE CENTER OF THE
 FL1574'STATE HIGHWAY.
 FL1574'THE MARK IS 1.2 M ABOVE THE GROUND.
 FL1574
 FL1574                          STATION RECOVERY (1984)
 FL1574
 FL1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1577 ***********************************************************************
 FL1577  DESIGNATION -  R 1491
 FL1577  PID         -  FL1577
 FL1577  STATE/COUNTY-  TX/RANDALL
 FL1577  USGS QUAD   -  AMARILLO EAST (1973)
 FL1577
 FL1577                         *CURRENT SURVEY CONTROL
 FL1577  ___________________________________________________________________
 FL1577* NAD 83(1986)-  35 09 37.     (N)    101 50 39.     (W)     SCALED    
 FL1577* NAVD 88     -      1109.204  (meters)    3639.11   (feet)  ADJUSTED  
 FL1577  ___________________________________________________________________
 FL1577  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL1577  DYNAMIC HT  -        1107.881 (meters)    3634.77  (feet)  COMP
 FL1577  MODELED GRAV-     979,403.2   (mgal)                       NAVD 88
 FL1577
 FL1577  VERT ORDER  -  FIRST     CLASS II
 FL1577
 FL1577.The horizontal coordinates were scaled from a topographic map and have
 FL1577.an estimated accuracy of +/- 6 seconds.
 FL1577
 FL1577.The orthometric height was determined by differential leveling
 FL1577.and adjusted by the National Geodetic Survey in June 1991..
 FL1577
 FL1577.The geoid height was determined by GEOID03.
 FL1577
 FL1577.The dynamic height is computed by dividing the NAVD 88
 FL1577.geopotential number by the normal gravity value computed on the
 FL1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1577.degrees latitude (g = 980.6199 gals.).
 FL1577
 FL1577.The modeled gravity was interpolated from observed gravity values.
 FL1577
 FL1577;                    North         East    Units  Estimated Accuracy
 FL1577;SPC TX N     - 1,128,770.      168,650.      MT  (+/- 180 meters Scaled)
 FL1577
 FL1577                          SUPERSEDED SURVEY CONTROL
 FL1577
 FL1577.No superseded survey control is available for this station.
 FL1577
 FL1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD409945(NAD 83)
 FL1577_MARKER: I = METAL ROD
 FL1577_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1577_SP_SET: STAINLESS STEEL ROD
 FL1577_STAMPING: R 1491 1984
 FL1577_MARK LOGO: NGS   
 FL1577_PROJECTION: FLUSH
 FL1577_MAGNETIC: I = MARKER IS A STEEL ROD
 FL1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1577+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1577_ROD/PIPE-DEPTH: 17.7 meters
 FL1577
 FL1577  HISTORY     - Date     Condition        Report By
 FL1577  HISTORY     - 1984     MONUMENTED       NGS
 FL1577  HISTORY     - 19960929 GOOD             NGS
 FL1577  HISTORY     - 20030502 GOOD             GEOCAC
 FL1577  HISTORY     - 20050805 GOOD             USPSQD
 FL1577
 FL1577                          STATION DESCRIPTION
 FL1577
 FL1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1577'5.6 KM (3.5 MI) SW FROM AMARILLO.
 FL1577'5.6 KM (3.5 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FL1577'RAILROAD FROM THE STATION IN AMARILLO, 0.4 KM (0.25 MI) SOUTHWEST OF A
 FL1577'PAVED ROAD LEADING EAST, 25.3 METERS (83.0 FT) WEST OF THE NEAR RAIL,
 FL1577'6.7 METERS (22.0 FT) SOUTHWEST OF A UTILITY POLE, AND 0.7 METER
 FL1577'(2.3 FT) NORTH-NORTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 FL1577'POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1577'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FL1577'THE MARK IS ABOVE LEVEL WITH THE RAILROAD.
 FL1577
 FL1577                          STATION RECOVERY (1996)
 FL1577
 FL1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 FL1577'5.6 KM (3.45 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 FL1577'RAILROAD STATION IN AMARILLO, 54.0 M (177.2 FT) SOUTH OF THE EXTENDED
 FL1577'CENTER OF WEST 48TH AVENUE, 25.3 M (83.0 FT) WEST OF THE NEAR RAIL,
 FL1577'18.5 M (60.7 FT) SOUTHWEST OF A UTILITY POLE, 4.5 M (14.8 FT) SOUTH OF
 FL1577'AN UNDERGROUND CABLE JUNCTION BOX, 2.3 M (7.5 FT) EAST OF THE CENTER
 FL1577'OF A MANHOLE COVER, 0.9 M (3.0 FT) NORTHEAST OF THE SOUTHEAST CORNER
 FL1577'OF A CHAIN-LINK FENCE, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND
 FL1577'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1577
 FL1577                          STATION RECOVERY (2003)
 FL1577
 FL1577'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 FL1577'RECOVERED IN GOOD CONDITION.
 FL1577
 FL1577                          STATION RECOVERY (2005)
 FL1577
 FL1577'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1577'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0821 ***********************************************************************
 FM0821  DESIGNATION -  R 1492
 FM0821  PID         -  FM0821
 FM0821  STATE/COUNTY-  TX/POTTER
 FM0821  USGS QUAD   -  ADY (1966)
 FM0821
 FM0821                         *CURRENT SURVEY CONTROL
 FM0821  ___________________________________________________________________
 FM0821* NAD 83(1986)-  35 28 43.     (N)    102 09 52.     (W)     SCALED    
 FM0821* NAVD 88     -      1029.710  (meters)    3378.31   (feet)  ADJUSTED  
 FM0821  ___________________________________________________________________
 FM0821  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FM0821  DYNAMIC HT  -        1028.513 (meters)    3374.38  (feet)  COMP
 FM0821  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 FM0821
 FM0821  VERT ORDER  -  FIRST     CLASS II
 FM0821
 FM0821.The horizontal coordinates were scaled from a topographic map and have
 FM0821.an estimated accuracy of +/- 6 seconds.
 FM0821
 FM0821.The orthometric height was determined by differential leveling
 FM0821.and adjusted by the National Geodetic Survey in June 1991..
 FM0821
 FM0821.The geoid height was determined by GEOID03.
 FM0821
 FM0821.The dynamic height is computed by dividing the NAVD 88
 FM0821.geopotential number by the normal gravity value computed on the
 FM0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0821.degrees latitude (g = 980.6199 gals.).
 FM0821
 FM0821.The modeled gravity was interpolated from observed gravity values.
 FM0821
 FM0821;                    North         East    Units  Estimated Accuracy
 FM0821;SPC TX N     - 1,164,240.      139,710.      MT  (+/- 180 meters Scaled)
 FM0821
 FM0821                          SUPERSEDED SURVEY CONTROL
 FM0821
 FM0821.No superseded survey control is available for this station.
 FM0821
 FM0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV572298(NAD 83)
 FM0821_MARKER: I = METAL ROD
 FM0821_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0821_SP_SET: STAINLESS STEEL ROD
 FM0821_STAMPING: R 1492 1985
 FM0821_MARK LOGO: NGS   
 FM0821_PROJECTION: FLUSH
 FM0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0821_ROD/PIPE-DEPTH: 8.2  meters
 FM0821
 FM0821  HISTORY     - Date     Condition        Report By
 FM0821  HISTORY     - 1985     MONUMENTED       NGS
 FM0821
 FM0821                          STATION DESCRIPTION
 FM0821
 FM0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0821'44.6 KM (27.7 MI) NW FROM AMARILLO.
 FM0821'44.6 KM (27.7 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0821'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 15.1 M (49.5 FT) NORTHWEST
 FM0821'OF THE CENTERLINE OF THE ROAD, AND 2.7 KM (8.9 FT) SOUTHWEST OF THE
 FM0821'POTTER AND OLDHAM COUNTY LINE.  NOTE--ACCESS TO DATUM POINT IS HAD
 FM0821'THROUGH A 5-INCH LOGO CAP.
 FM0821'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 FM0821'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1544 ***********************************************************************
 FL1544  DESIGNATION -  R 1493
 FL1544  PID         -  FL1544
 FL1544  STATE/COUNTY-  TX/POTTER
 FL1544  USGS QUAD   -  AMARILLO EAST (1973)
 FL1544
 FL1544                         *CURRENT SURVEY CONTROL
 FL1544  ___________________________________________________________________
 FL1544* NAD 83(1986)-  35 13 18.     (N)    101 49 54.     (W)     SCALED    
 FL1544* NAVD 88     -      1118.532  (meters)    3669.72   (feet)  ADJUSTED  
 FL1544  ___________________________________________________________________
 FL1544  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FL1544  DYNAMIC HT  -        1117.207 (meters)    3665.37  (feet)  COMP
 FL1544  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 FL1544
 FL1544  VERT ORDER  -  FIRST     CLASS II
 FL1544
 FL1544.The horizontal coordinates were scaled from a topographic map and have
 FL1544.an estimated accuracy of +/- 6 seconds.
 FL1544
 FL1544.The orthometric height was determined by differential leveling
 FL1544.and adjusted by the National Geodetic Survey in June 1991..
 FL1544
 FL1544.The geoid height was determined by GEOID03.
 FL1544
 FL1544.The dynamic height is computed by dividing the NAVD 88
 FL1544.geopotential number by the normal gravity value computed on the
 FL1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1544.degrees latitude (g = 980.6199 gals.).
 FL1544
 FL1544.The modeled gravity was interpolated from observed gravity values.
 FL1544
 FL1544;                    North         East    Units  Estimated Accuracy
 FL1544;SPC TX N     - 1,135,580.      169,810.      MT  (+/- 180 meters Scaled)
 FL1544
 FL1544                          SUPERSEDED SURVEY CONTROL
 FL1544
 FL1544.No superseded survey control is available for this station.
 FL1544
 FL1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE422013(NAD 83)
 FL1544_MARKER: I = METAL ROD
 FL1544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1544_SP_SET: STAINLESS STEEL ROD
 FL1544_STAMPING: R 1493 1985
 FL1544_MARK LOGO: NGS   
 FL1544_PROJECTION: FLUSH
 FL1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1544_ROD/PIPE-DEPTH: 7.3  meters
 FL1544
 FL1544  HISTORY     - Date     Condition        Report By
 FL1544  HISTORY     - 1985     MONUMENTED       NGS
 FL1544
 FL1544                          STATION DESCRIPTION
 FL1544
 FL1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1544'IN AMARILLO.
 FL1544'IN AMARILLO, AT THE INTERSECTION OF AMARILLO BOULEVARD AND NORTH
 FL1544'FILLMORE STREET, 28.1 M (92.2 FT) NORTH OF THE NORTHWEST CORNER OF THE
 FL1544'TACO VILLA BUILDING, 14.5 M (47.6 FT) EAST OF THE CENTER OF THE
 FL1544'STREET, AND 7.4 M (24.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 FL1544'LANES OF THE BOULEVARD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FL1544'5-INCH LOGO CAP.
 FL1544'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0843 ***********************************************************************
 FM0843  DESIGNATION -  R 1494
 FM0843  PID         -  FM0843
 FM0843  STATE/COUNTY-  TX/HARTLEY
 FM0843  USGS QUAD   -  HARTLEY SE (1963)
 FM0843
 FM0843                         *CURRENT SURVEY CONTROL
 FM0843  ___________________________________________________________________
 FM0843* NAD 83(1986)-  35 46 22.     (N)    102 19 56.     (W)     SCALED    
 FM0843* NAVD 88     -      1190.564  (meters)    3906.04   (feet)  ADJUSTED  
 FM0843  ___________________________________________________________________
 FM0843  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 FM0843  DYNAMIC HT  -        1189.157 (meters)    3901.43  (feet)  COMP
 FM0843  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 FM0843
 FM0843  VERT ORDER  -  FIRST     CLASS II
 FM0843
 FM0843.The horizontal coordinates were scaled from a topographic map and have
 FM0843.an estimated accuracy of +/- 6 seconds.
 FM0843
 FM0843.The orthometric height was determined by differential leveling
 FM0843.and adjusted by the National Geodetic Survey in June 1991..
 FM0843
 FM0843.The geoid height was determined by GEOID03.
 FM0843
 FM0843.The dynamic height is computed by dividing the NAVD 88
 FM0843.geopotential number by the normal gravity value computed on the
 FM0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0843.degrees latitude (g = 980.6199 gals.).
 FM0843
 FM0843.The modeled gravity was interpolated from observed gravity values.
 FM0843
 FM0843;                    North         East    Units  Estimated Accuracy
 FM0843;SPC TX N     - 1,196,990.      124,760.      MT  (+/- 180 meters Scaled)
 FM0843
 FM0843                          SUPERSEDED SURVEY CONTROL
 FM0843
 FM0843.No superseded survey control is available for this station.
 FM0843
 FM0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV411620(NAD 83)
 FM0843_MARKER: I = METAL ROD
 FM0843_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0843_SP_SET: STAINLESS STEEL ROD
 FM0843_STAMPING: R 1494 1985
 FM0843_MARK LOGO: NGS   
 FM0843_PROJECTION: FLUSH
 FM0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0843_ROD/PIPE-DEPTH: 4.0  meters
 FM0843
 FM0843  HISTORY     - Date     Condition        Report By
 FM0843  HISTORY     - 1985     MONUMENTED       NGS
 FM0843
 FM0843                          STATION DESCRIPTION
 FM0843
 FM0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0843'36.8 KM (22.85 MI) SOUT FROM DALHART.
 FM0843'36.8 KM (22.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0843'WITH U.S. HIGHWAY 54 IN DALHART, 17.6 M (57.7 FT) SOUTHEAST OF THE
 FM0843'EXTENDED CENTER OF A DIRT ROAD LEADING WEST, 15.5 M (50.9 FT)
 FM0843'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.3 M (4.3 FT)
 FM0843'NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 FM0843'THROUGH A 5-INCH LOGO CAP.
 FM0843'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0843'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2533 ***********************************************************************
 CS2533  DESIGNATION -  R 1495
 CS2533  PID         -  CS2533
 CS2533  STATE/COUNTY-  TX/DALLAS
 CS2533  USGS QUAD   -  DALLAS (1981)
 CS2533
 CS2533                         *CURRENT SURVEY CONTROL
 CS2533  ___________________________________________________________________
 CS2533* NAD 83(1986)-  32 50 11.     (N)    096 46 54.     (W)     SCALED    
 CS2533* NAVD 88     -       173.931  (meters)     570.64   (feet)  ADJUSTED  
 CS2533  ___________________________________________________________________
 CS2533  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CS2533  DYNAMIC HT  -         173.734 (meters)     569.99  (feet)  COMP
 CS2533  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CS2533
 CS2533  VERT ORDER  -  FIRST     CLASS II
 CS2533
 CS2533.The horizontal coordinates were scaled from a topographic map and have
 CS2533.an estimated accuracy of +/- 6 seconds.
 CS2533
 CS2533.The orthometric height was determined by differential leveling
 CS2533.and adjusted by the National Geodetic Survey in June 1991..
 CS2533
 CS2533.The geoid height was determined by GEOID03.
 CS2533
 CS2533.The dynamic height is computed by dividing the NAVD 88
 CS2533.geopotential number by the normal gravity value computed on the
 CS2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2533.degrees latitude (g = 980.6199 gals.).
 CS2533
 CS2533.The modeled gravity was interpolated from observed gravity values.
 CS2533
 CS2533;                    North         East    Units  Estimated Accuracy
 CS2533;SPC TXNC     - 2,131,030.      760,850.      MT  (+/- 180 meters Scaled)
 CS2533
 CS2533                          SUPERSEDED SURVEY CONTROL
 CS2533
 CS2533.No superseded survey control is available for this station.
 CS2533
 CS2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB076353(NAD 83)
 CS2533_MARKER: I = METAL ROD
 CS2533_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2533+WITH SETTING: INFORMATION.
 CS2533_SP_SET: SHALLOW-SET METAL ROD
 CS2533_STAMPING: R 1495 1986
 CS2533_MARK LOGO: NGS   
 CS2533_PROJECTION: RECESSED 2 CENTIMETERS
 CS2533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2533_ROD/PIPE-DEPTH: 2.7  meters
 CS2533
 CS2533  HISTORY     - Date     Condition        Report By
 CS2533  HISTORY     - 1986     MONUMENTED       NGS
 CS2533
 CS2533                          STATION DESCRIPTION
 CS2533
 CS2533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2533'IN DALLAS.
 CS2533'IN DALLAS, AT THE INTERSECTION OF MOCKINGBIRD LANE AND AIRLINE ROAD,
 CS2533'13.6 M (44.6 FT) NORTH OF THE CENTERLINE OF THE LANE, 11.9 M (39.0 FT)
 CS2533'WEST OF THE CENTER OF THE ROAD, 2.8 M (9.2 FT) NORTH OF A FENCE
 CS2533'CORNER, AND 0.4 M (1.3 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM
 CS2533'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2533'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2555 ***********************************************************************
 CS2555  DESIGNATION -  R 1496
 CS2555  PID         -  CS2555
 CS2555  STATE/COUNTY-  TX/TARRANT
 CS2555  USGS QUAD   -  ARLINGTON (1981)
 CS2555
 CS2555                         *CURRENT SURVEY CONTROL
 CS2555  ___________________________________________________________________
 CS2555* NAD 83(1986)-  32 44 09.     (N)    097 03 44.     (W)     SCALED    
 CS2555* NAVD 88     -       184.410  (meters)     605.02   (feet)  ADJUSTED  
 CS2555  ___________________________________________________________________
 CS2555  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CS2555  DYNAMIC HT  -         184.196 (meters)     604.32  (feet)  COMP
 CS2555  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 CS2555
 CS2555  VERT ORDER  -  FIRST     CLASS II
 CS2555
 CS2555.The horizontal coordinates were scaled from a topographic map and have
 CS2555.an estimated accuracy of +/- 6 seconds.
 CS2555
 CS2555.The orthometric height was determined by differential leveling
 CS2555.and adjusted by the National Geodetic Survey in June 1991..
 CS2555
 CS2555.The geoid height was determined by GEOID03.
 CS2555
 CS2555.The dynamic height is computed by dividing the NAVD 88
 CS2555.geopotential number by the normal gravity value computed on the
 CS2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2555.degrees latitude (g = 980.6199 gals.).
 CS2555
 CS2555.The modeled gravity was interpolated from observed gravity values.
 CS2555
 CS2555;                    North         East    Units  Estimated Accuracy
 CS2555;SPC TXNC     - 2,119,480.      734,750.      MT  (+/- 180 meters Scaled)
 CS2555
 CS2555                          SUPERSEDED SURVEY CONTROL
 CS2555
 CS2555.No superseded survey control is available for this station.
 CS2555
 CS2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB815236(NAD 83)
 CS2555_MARKER: DV = VERTICAL CONTROL DISK
 CS2555_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2555_SP_SET: PIER
 CS2555_STAMPING: R 1496 1986
 CS2555_MARK LOGO: NGS   
 CS2555_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS2555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2555+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 CS2555
 CS2555  HISTORY     - Date     Condition        Report By
 CS2555  HISTORY     - 1986     MONUMENTED       NGS
 CS2555  HISTORY     - 19941003 GOOD             NGS
 CS2555  HISTORY     - 19960921 GOOD             USPSQD
 CS2555
 CS2555                          STATION DESCRIPTION
 CS2555
 CS2555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2555'IN ARLINGTON.
 CS2555'IN ARLINGTON, AT THE INTERSECTION OF ABRAM STREET AND STATE HIGHWAY
 CS2555'360, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY 1 OF 3
 CS2555'COLUMNS OF THE SECOND PIER SOUTH OF THE NORTH ABUTMENT OF THE SOUTH
 CS2555'BOUND HIGHWAY OVERPASS OF THE STREET, 42.4 M (139.1 FT) EAST OF THE
 CS2555'CENTER OF WATSON ROAD, 9.5 M (31.2 FT) NORTH OF THE CENTERLINE OF THE
 CS2555'WEST BOUND LANES OF THE STREET, AND 4.8 M (15.7 FT) WEST OF THE CENTER
 CS2555'OF THE SOUTH BOUND LANES OF THE STREET.
 CS2555'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2555
 CS2555                          STATION RECOVERY (1994)
 CS2555
 CS2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS2555'IN ARLINGTON, AT THE INTERSECTION OF STATE HIGHWAY 360 AND EAST ABRAM
 CS2555'STREET, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY OF 5
 CS2555'CONCRETE COLUMNS OF THE 2ND PIER SOUTH OF THE NORTH ABUTMENT OF THE
 CS2555'SOUTHBOUND HIGHWAY OVERPASS OF THE STREET, 41.0 M (134.5 FT) EAST OF
 CS2555'THE CENTER OF THE SOUTHBOUND LANES OF WATSON ROAD, 20.4 M (66.9 FT)
 CS2555'SOUTH OF THE CENTER OF AN ACCESS ROAD TO THE STREET, 9.7 M (31.8 FT)
 CS2555'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 8.3 M
 CS2555'(27.2 FT) WEST OF THE CENTER OF THE OVERPASS, AND 1.0 M (3.3 FT) ABOVE
 CS2555'THE LEVEL OF THE ROAD.
 CS2555
 CS2555                          STATION RECOVERY (1996)
 CS2555
 CS2555'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1008 ***********************************************************************
 DN1008  DESIGNATION -  R 1497
 DN1008  PID         -  DN1008
 DN1008  STATE/COUNTY-  TX/HUNT
 DN1008  USGS QUAD   -  GREENVILLE NW (1962)
 DN1008
 DN1008                         *CURRENT SURVEY CONTROL
 DN1008  ___________________________________________________________________
 DN1008* NAD 83(1986)-  33 12 15.     (N)    096 08 53.     (W)     SCALED    
 DN1008* NAVD 88     -       171.690  (meters)     563.29   (feet)  ADJUSTED  
 DN1008  ___________________________________________________________________
 DN1008  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN1008  DYNAMIC HT  -         171.504 (meters)     562.68  (feet)  COMP
 DN1008  MODELED GRAV-     979,551.3   (mgal)                       NAVD 88
 DN1008
 DN1008  VERT ORDER  -  FIRST     CLASS II
 DN1008
 DN1008.The horizontal coordinates were scaled from a topographic map and have
 DN1008.an estimated accuracy of +/- 6 seconds.
 DN1008
 DN1008.The orthometric height was determined by differential leveling
 DN1008.and adjusted by the National Geodetic Survey in June 1991..
 DN1008
 DN1008.The geoid height was determined by GEOID03.
 DN1008
 DN1008.The dynamic height is computed by dividing the NAVD 88
 DN1008.geopotential number by the normal gravity value computed on the
 DN1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1008.degrees latitude (g = 980.6199 gals.).
 DN1008
 DN1008.The modeled gravity was interpolated from observed gravity values.
 DN1008
 DN1008;                    North         East    Units  Estimated Accuracy
 DN1008;SPC TXNC     - 2,172,950.      819,240.      MT  (+/- 180 meters Scaled)
 DN1008
 DN1008                          SUPERSEDED SURVEY CONTROL
 DN1008
 DN1008.No superseded survey control is available for this station.
 DN1008
 DN1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB658775(NAD 83)
 DN1008_MARKER: I = METAL ROD
 DN1008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1008_SP_SET: STAINLESS STEEL ROD
 DN1008_STAMPING: R 1497 1986
 DN1008_MARK LOGO: NGS   
 DN1008_PROJECTION: FLUSH
 DN1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1008_ROD/PIPE-DEPTH: 8.5  meters
 DN1008
 DN1008  HISTORY     - Date     Condition        Report By
 DN1008  HISTORY     - 1986     MONUMENTED       NGS
 DN1008  HISTORY     - 19940418 GOOD             USPSQD
 DN1008
 DN1008                          STATION DESCRIPTION
 DN1008
 DN1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1008'9.1 KM (5.65 MI) NW FROM GREENVILLE.
 DN1008'9.1 KM (5.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE
 DN1008'COURTHOUSE IN GREENVILLE, 19.1 M (62.7 FT) NORTHEAST OF THE CENTERLINE
 DN1008'OF THE HIGHWAY, 10.9 M (35.8 FT) SOUTHWEST OF THE CENTER OF A GRAVELED
 DN1008'ROAD LEADING SOUTHEAST, 2.7 M (8.9 FT) NORTHEAST OF A FENCE CORNER,
 DN1008'2.3 M (7.5 FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.9 M (3.0
 DN1008'FT) SOUTH OF A UTILITY POLE, AND 0.8 M (2.6 FT) SOUTHWEST OF A FENCE
 DN1008'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1008'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST AND FENCE
 DN1008'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN1008
 DN1008                          STATION RECOVERY (1994)
 DN1008
 DN1008'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2518 ***********************************************************************
 CS2518  DESIGNATION -  R 1498
 CS2518  PID         -  CS2518
 CS2518  STATE/COUNTY-  TX/ROCKWALL
 CS2518  USGS QUAD   -  ROCKWALL (1973)
 CS2518
 CS2518                         *CURRENT SURVEY CONTROL
 CS2518  ___________________________________________________________________
 CS2518* NAD 83(1986)-  32 53 21.     (N)    096 29 28.     (W)     SCALED    
 CS2518* NAVD 88     -       135.747  (meters)     445.36   (feet)  ADJUSTED  
 CS2518  ___________________________________________________________________
 CS2518  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS2518  DYNAMIC HT  -         135.599 (meters)     444.88  (feet)  COMP
 CS2518  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 CS2518
 CS2518  VERT ORDER  -  FIRST     CLASS II
 CS2518
 CS2518.The horizontal coordinates were scaled from a topographic map and have
 CS2518.an estimated accuracy of +/- 6 seconds.
 CS2518
 CS2518.The orthometric height was determined by differential leveling
 CS2518.and adjusted by the National Geodetic Survey in June 1991..
 CS2518
 CS2518.The geoid height was determined by GEOID03.
 CS2518
 CS2518.The dynamic height is computed by dividing the NAVD 88
 CS2518.geopotential number by the normal gravity value computed on the
 CS2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2518.degrees latitude (g = 980.6199 gals.).
 CS2518
 CS2518.The modeled gravity was interpolated from observed gravity values.
 CS2518
 CS2518;                    North         East    Units  Estimated Accuracy
 CS2518;SPC TXNC     - 2,137,360.      787,940.      MT  (+/- 180 meters Scaled)
 CS2518
 CS2518                          SUPERSEDED SURVEY CONTROL
 CS2518
 CS2518.No superseded survey control is available for this station.
 CS2518
 CS2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB346417(NAD 83)
 CS2518_MARKER: DB = BENCH MARK DISK
 CS2518_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2518_SP_SET: BRIDGE ABUTMENT
 CS2518_STAMPING: R 1498 1986
 CS2518_MARK LOGO: NGS   
 CS2518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2518+STABILITY: POSITION/ELEVATION WELL
 CS2518
 CS2518  HISTORY     - Date     Condition        Report By
 CS2518  HISTORY     - 1986     MONUMENTED       NGS
 CS2518
 CS2518                          STATION DESCRIPTION
 CS2518
 CS2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2518'5.0 KM (3.1 MI) SW FROM ROCKWALL.
 CS2518'2.7 KM (1.7 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 205 FROM ITS
 CS2518'JUNCTION WITH STATE HIGHWAY 66 IN ROCKWALL, THENCE 4.6 KM (2.85 MI)
 CS2518'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 30, IN TOP OF AND 0.1 M (0.3
 CS2518'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 CS2518'OF THE MISSOURI KANSAS TEXAS RAILROAD BRIDGE SPANNING THE EAST FORK OF
 CS2518'THE TRINITY RIVER, 17.3 M (56.8 FT) NORTHWEST OF THE CENTERLINE OF THE
 CS2518'SOUTHWEST BOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) SOUTHEAST OF
 CS2518'THE NEAR RAIL.
 CS2518'THE MARK IS 5.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5448 ***********************************************************************
 AW5448  PACS        -  This is a Primary Airport Control Station.
 AW5448  DESIGNATION -  R 1499
 AW5448  PID         -  AW5448
 AW5448  STATE/COUNTY-  TX/HARRIS
 AW5448  USGS QUAD   -  ADDICKS (1995)
 AW5448
 AW5448                         *CURRENT SURVEY CONTROL
 AW5448  ___________________________________________________________________
 AW5448* NAD 83(1993)-  29 48 51.88281(N)    095 40 10.85460(W)     ADJUSTED  
 AW5448* NAVD 88     -        32.717  (meters)     107.34   (feet)  ADJUSTED  
 AW5448  ___________________________________________________________________
 AW5448  X           -    -547,167.963 (meters)                     COMP
 AW5448  Y           -  -5,511,423.940 (meters)                     COMP
 AW5448  Z           -   3,152,543.219 (meters)                     COMP
 AW5448  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW5448  ELLIP HEIGHT-           5.05  (meters)          (10/24/00) GPS OBS
 AW5448  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW5448  DYNAMIC HT  -          32.673 (meters)     107.19  (feet)  COMP
 AW5448  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 AW5448
 AW5448  HORZ ORDER  -  B
 AW5448  VERT ORDER  -  FIRST     CLASS II
 AW5448  ELLP ORDER  -  FOURTH    CLASS II
 AW5448
 AW5448.This mark is at West Houston (IWS) Airport (IWS)
 AW5448
 AW5448.The horizontal coordinates were established by GPS observations
 AW5448.and adjusted by the National Geodetic Survey in February 1996..
 AW5448
 AW5448.The orthometric height was determined by differential leveling
 AW5448.and adjusted by the National Geodetic Survey in June 1991..
 AW5448.WARNING-GPS observations at this control monument resulted in a GPS
 AW5448.derived orthometric height which differed from the leveled height by
 AW5448.more than one decimeter (0.1 meter).
 AW5448
 AW5448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5448
 AW5448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5448
 AW5448.The ellipsoidal height was determined by GPS observations
 AW5448.and is referenced to NAD 83.
 AW5448
 AW5448.The geoid height was determined by GEOID03.
 AW5448
 AW5448.The dynamic height is computed by dividing the NAVD 88
 AW5448.geopotential number by the normal gravity value computed on the
 AW5448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5448.degrees latitude (g = 980.6199 gals.).
 AW5448
 AW5448.The modeled gravity was interpolated from observed gravity values.
 AW5448
 AW5448;                    North         East     Units Scale Factor Converg.
 AW5448;SPC TXSC     - 4,224,141.038   921,849.934   MT  0.99989815   +1 37 53.6
 AW5448;SPC TXSC     -13,858,702.72  3,024,435.99   sFT  0.99989815   +1 37 53.6
 AW5448;UTM  15      - 3,301,210.945   241,990.069   MT  1.00042142   -1 19 41.1
 AW5448
 AW5448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5448!SPC TXSC     -   0.99999921  x   0.99989815  =   0.99989736
 AW5448!UTM  15      -   0.99999921  x   1.00042142  =   1.00042063
 AW5448
 AW5448:                Primary Azimuth Mark                     Grid Az
 AW5448:SPC TXSC     -  IWS D                                    313 04 56.2
 AW5448:UTM  15      -  IWS D                                    316 02 30.9
 AW5448
 AW5448|---------------------------------------------------------------------|
 AW5448| PID    Reference Object                     Distance      Geod. Az  |
 AW5448|                                                           dddmmss.s |
 AW5448| AW7100 IWS D                               476.838 METERS 3144249.8 |
 AW5448|---------------------------------------------------------------------|
 AW5448
 AW5448                          SUPERSEDED SURVEY CONTROL
 AW5448
 AW5448  ELLIP H (02/20/96)    5.21   (m)                       GP(       ) 3 2
 AW5448  NAD 83(1993)-  29 48 51.88213(N)    095 40 10.85588(W) AD(       ) 2
 AW5448  ELLIP H (02/16/96)    5.12   (m)                       GP(       ) 5 1
 AW5448  NAD 83(1986)-  29 48 51.89689(N)    095 40 10.83783(W) AD(       ) 2
 AW5448  NAVD 88 (02/21/97)   32.72   (m)          107.3    (f) LEVELING    3  
 AW5448  NGVD 29 (12/23/87)   32.710  (m)          107.32   (f) ADJUSTED    1 2
 AW5448
 AW5448.Superseded values are not recommended for survey control.
 AW5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5448.See file dsdata.txt to determine how the superseded data were derived.
 AW5448
 AW5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4199001211(NAD 83)
 AW5448_MARKER: DD = SURVEY DISK
 AW5448_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 AW5448_SP_SET: STAINLESS STEEL ROD
 AW5448_STAMPING: R 1499 1986
 AW5448_MARK LOGO: NGS   
 AW5448_PROJECTION: FLUSH
 AW5448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5448+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AW5448_ROD/PIPE-DEPTH: 6.0  meters
 AW5448
 AW5448  HISTORY     - Date     Condition        Report By
 AW5448  HISTORY     - 1986     MONUMENTED       NGS
 AW5448  HISTORY     - 19920615 GOOD             NGS
 AW5448  HISTORY     - 19921025 GOOD             NOS
 AW5448  HISTORY     - 19941203 GOOD             NGS
 AW5448  HISTORY     - 20000508 GOOD             TXDOT
 AW5448  HISTORY     - 20040714 GOOD             USPSQD
 AW5448
 AW5448                          STATION DESCRIPTION
 AW5448
 AW5448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5448'6.1 KM (3.8 MI) NW FROM ADDICKS.
 AW5448'3.3 KM (2.05 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5448'WITH U.S. HIGHWAY 90 IN ADDICKS, THENCE 2.8 KM (1.75 MI) WESTERLY
 AW5448'ALONG GROSCHKERD ROAD, 30.9 M (101.3 FT) NORTHEAST OF THE CENTER OF A
 AW5448'TAXI RUNWAY OF THE LAKESIDE AIRPORT, 18.2 M (59.7 FT) WEST OF THE
 AW5448'CENTERLINE OF THE ROAD, 9.6 M (31.5 FT) SOUTHEAST OF THE CORNER OF A
 AW5448'FENCE SURROUNDING A FUEL STORAGE AREA, AND 8.7 M (28.5 FT) SOUTHWEST
 AW5448'OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5448'5-INCH LOGO CAP.
 AW5448'THE MARK IS 5.1 METERS  S FROM  A WITNESS POST AND FENCE
 AW5448'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5448
 AW5448                          STATION RECOVERY (1992)
 AW5448
 AW5448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AW5448'THE STATION IS LOCATED ON THE WEST SIDE OF HOUSTON AT THE WEST HOUSTON
 AW5448'AIRPORT ON THE SOUTHEAST SIDE OF THE AIRFIELD NEAR THE APPROACH END OF
 AW5448'RUNWAY 33 ON THE EAST SIDE OF THE RUNWAY AND PARLLEL TAXIWAY JUST
 AW5448'SOUTH OF A CHAIN LINK FENCE ENCLOSED FUEL FARM ON A SMALL GRASSY RISE
 AW5448'BETWEEN THE MAIN AIRPORT ACCESS ROAD (GROESHKE RD) AND A DRAINAGE
 AW5448'SWALE.  THE STATION IS CLASS A TYPE MARK WITH A CENTER PUNCHED STEEL
 AW5448'ROD IN A SLEEVE THAT OPENS AT GROUND LEVEL.  THE LOGO CAP IS STAMPED
 AW5448'R1499 1986.  IT IS 31.0 M (101.7 FT) NE OF THE C/L OF THE PARALLEL
 AW5448'NW-SE TAXIWAY, 8.40 M (27.56 FT) NE OF THE APPROXIMATE C/L OF A
 AW5448'DRAINAGE SWALE, 5.0 M (16.4 FT) SOUTH OF AN ORANGE CAROSINE WITNESS
 AW5448'POST AT THE EDGE OF THE FUEL FARM FENCE, AND 18.35 M (60.20 FT) WEST
 AW5448'OF THE C/L OF GROESHKE RD.
 AW5448
 AW5448                          STATION RECOVERY (1992)
 AW5448
 AW5448'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5448'RECOVERED IN GOOD CONDITION.
 AW5448
 AW5448                          STATION RECOVERY (1994)
 AW5448
 AW5448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW5448'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENTS.  STATION IS LOCATED
 AW5448'AT THE WEST HOUSTON AIRPORT.  FOR ACCESS TO STATION, CONTACT MR. WOODY
 AW5448'LESIKAR, AIRPORT MANAGER, P.O.  BOX 218056 (18000 GROSCHKE) HOUSTON,
 AW5448'TEXAS 77218-8056, PHONE 713-492-2130.  THIS IS A PAC STATION.
 AW5448
 AW5448                          STATION RECOVERY (2000)
 AW5448
 AW5448'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW5448'GOOD CONDITION.
 AW5448
 AW5448                          STATION RECOVERY (2004)
 AW5448
 AW5448'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0229 ***********************************************************************
 CC0229  DESIGNATION -  R 15
 CC0229  PID         -  CC0229
 CC0229  STATE/COUNTY-  TX/WARD
 CC0229  USGS QUAD   -  MONAHANS (1981)
 CC0229
 CC0229                         *CURRENT SURVEY CONTROL
 CC0229  ___________________________________________________________________
 CC0229* NAD 83(1986)-  31 35 32.     (N)    102 54 07.     (W)     SCALED    
 CC0229* NAVD 88     -       796.333  (meters)    2612.64   (feet)  ADJUSTED  
 CC0229  ___________________________________________________________________
 CC0229  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CC0229  DYNAMIC HT  -         795.227 (meters)    2609.01  (feet)  COMP
 CC0229  MODELED GRAV-     979,224.2   (mgal)                       NAVD 88
 CC0229
 CC0229  VERT ORDER  -  FIRST     CLASS II
 CC0229
 CC0229.The horizontal coordinates were scaled from a topographic map and have
 CC0229.an estimated accuracy of +/- 6 seconds.
 CC0229
 CC0229.The orthometric height was determined by differential leveling
 CC0229.and adjusted by the National Geodetic Survey in June 1991..
 CC0229.WARNING-Repeat measurements at this control monument indicate possible
 CC0229.vertical movement.
 CC0229
 CC0229.The geoid height was determined by GEOID03.
 CC0229
 CC0229.The dynamic height is computed by dividing the NAVD 88
 CC0229.geopotential number by the normal gravity value computed on the
 CC0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0229.degrees latitude (g = 980.6199 gals.).
 CC0229
 CC0229.The modeled gravity was interpolated from observed gravity values.
 CC0229
 CC0229;                    North         East    Units  Estimated Accuracy
 CC0229;SPC TX C     - 3,216,280.      456,250.      MT  (+/- 180 meters Scaled)
 CC0229
 CC0229                          SUPERSEDED SURVEY CONTROL
 CC0229
 CC0229  NGVD 29 (??/??/92)  796.002  (m)         2611.55   (f) ADJ UNCH    1 2
 CC0229
 CC0229.Superseded values are not recommended for survey control.
 CC0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0229.See file dsdata.txt to determine how the superseded data were derived.
 CC0229
 CC0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ990971(NAD 83)
 CC0229_MARKER: P = PIPE CAP
 CC0229_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0229_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0229_STAMPING: R 15 ELEV 2611.606 FT
 CC0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0229
 CC0229  HISTORY     - Date     Condition        Report By
 CC0229  HISTORY     - UNK      MONUMENTED       CGS
 CC0229  HISTORY     - 1956     GOOD             NGS
 CC0229  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0229
 CC0229                          STATION DESCRIPTION
 CC0229
 CC0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0229'0.6 MI W FROM MONAHANS.
 CC0229'0.6 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CC0229'MONAHANS, 2 1/2 POLES EAST OF MILEPOST 610, 45 FEET SOUTH OF THE SOUTH
 CC0229'RAIL OF THE MAIN TRACK, 48 FEET NORTH OF THE CENTER LINE OF U.S.
 CC0229'HIGHWAY 80, 1 FOOT WEST OF A WITNESS POST, SCREWED ON THE TOP OF A 3
 CC0229'1/2 INCH IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0229
 CC0229                          STATION RECOVERY (1981)
 CC0229
 CC0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0566 ***********************************************************************
 CS0566  DESIGNATION -  R 150
 CS0566  PID         -  CS0566
 CS0566  STATE/COUNTY-  TX/NAVARRO
 CS0566  USGS QUAD   -  CHATFIELD (1961)
 CS0566
 CS0566                         *CURRENT SURVEY CONTROL
 CS0566  ___________________________________________________________________
 CS0566* NAD 83(1986)-  32 10 46.     (N)    096 28 46.     (W)     SCALED    
 CS0566* NAVD 88     -       106.795  (meters)     350.38   (feet)  ADJUSTED  
 CS0566  ___________________________________________________________________
 CS0566  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CS0566  DYNAMIC HT  -         106.671 (meters)     349.97  (feet)  COMP
 CS0566  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CS0566
 CS0566  VERT ORDER  -  SECOND    CLASS 0
 CS0566
 CS0566.The horizontal coordinates were scaled from a topographic map and have
 CS0566.an estimated accuracy of +/- 6 seconds.
 CS0566
 CS0566.The orthometric height was determined by differential leveling
 CS0566.and adjusted by the National Geodetic Survey in June 1991..
 CS0566
 CS0566.The geoid height was determined by GEOID03.
 CS0566
 CS0566.The dynamic height is computed by dividing the NAVD 88
 CS0566.geopotential number by the normal gravity value computed on the
 CS0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0566.degrees latitude (g = 980.6199 gals.).
 CS0566
 CS0566.The modeled gravity was interpolated from observed gravity values.
 CS0566
 CS0566;                    North         East    Units  Estimated Accuracy
 CS0566;SPC TXNC     - 2,058,700.      790,540.      MT  (+/- 180 meters Scaled)
 CS0566
 CS0566                          SUPERSEDED SURVEY CONTROL
 CS0566
 CS0566  NGVD 29 (??/??/92)  106.83   (m)          350.5    (f) COMPUTED    2 0
 CS0566
 CS0566.Superseded values are not recommended for survey control.
 CS0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0566.See file dsdata.txt to determine how the superseded data were derived.
 CS0566
 CS0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA376631(NAD 83)
 CS0566_MARKER: DB = BENCH MARK DISK
 CS0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0566_SP_SET: ABUTMENT
 CS0566_STAMPING: R 150 1933
 CS0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0566
 CS0566  HISTORY     - Date     Condition        Report By
 CS0566  HISTORY     - 1933     MONUMENTED       CGS
 CS0566  HISTORY     - 1947     MARK NOT FOUND   NGS
 CS0566
 CS0566                          STATION DESCRIPTION
 CS0566
 CS0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0566'6.3 MI N FROM CORSICANA.
 CS0566'6.3 MILES NORTH OF, ALONG TEXAS AND NEW ORLEANS RR. AT CARL, 13 RAIL
 CS0566'LENGHTS SOUTH OF SOUTH SIDING SWITCHPOINT.  19 TELEGRAPH POSTS SOUTH
 CS0566'OF MILEPOST 217.  ABOUT 50 FEET SOUTH OF DIRT ROAD CROSSING TRACK. AT
 CS0566'NORTH ABUTEMENT OF BRIDGE NO. 216 D.  TABLET SET IN TOP OF CONCRETE
 CS0566'WING WALL, 8 FEET WEST OF TRACK C.L.
 CS0566
 CS0566                          STATION RECOVERY (1947)
 CS0566
 CS0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5503 ***********************************************************************
 AW5503  DESIGNATION -  R 1500
 AW5503  PID         -  AW5503
 AW5503  STATE/COUNTY-  TX/HARRIS
 AW5503  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW5503
 AW5503                         *CURRENT SURVEY CONTROL
 AW5503  ___________________________________________________________________
 AW5503* NAD 83(1986)-  29 49 33.     (N)    095 27 33.     (W)     SCALED    
 AW5503* NAVD 88     -        20.389  (meters)      66.89   (feet)  ADJUSTED  
 AW5503  ___________________________________________________________________
 AW5503  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW5503  DYNAMIC HT  -          20.361 (meters)      66.80  (feet)  COMP
 AW5503  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AW5503
 AW5503  VERT ORDER  -  FIRST     CLASS II
 AW5503
 AW5503.The horizontal coordinates were scaled from a topographic map and have
 AW5503.an estimated accuracy of +/- 6 seconds.
 AW5503
 AW5503.The orthometric height was determined by differential leveling
 AW5503.and adjusted by the National Geodetic Survey in June 1991..
 AW5503
 AW5503.The geoid height was determined by GEOID03.
 AW5503
 AW5503.The dynamic height is computed by dividing the NAVD 88
 AW5503.geopotential number by the normal gravity value computed on the
 AW5503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5503.degrees latitude (g = 980.6199 gals.).
 AW5503
 AW5503.The modeled gravity was interpolated from observed gravity values.
 AW5503
 AW5503;                    North         East    Units  Estimated Accuracy
 AW5503;SPC TXSC     - 4,226,000.      942,150.      MT  (+/- 180 meters Scaled)
 AW5503
 AW5503                          SUPERSEDED SURVEY CONTROL
 AW5503
 AW5503  NGVD 29 (12/23/87)   20.384  (m)           66.88   (f) ADJUSTED    1 2
 AW5503
 AW5503.Superseded values are not recommended for survey control.
 AW5503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5503.See file dsdata.txt to determine how the superseded data were derived.
 AW5503
 AW5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP623020(NAD 83)
 AW5503_MARKER: DB = BENCH MARK DISK
 AW5503_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW5503+WITH SETTING: PAVEMENT
 AW5503_SP_SET: TOWER FOUNDATION
 AW5503_STAMPING: R 1500 1986
 AW5503_MARK LOGO: NGS   
 AW5503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5503+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW5503
 AW5503  HISTORY     - Date     Condition        Report By
 AW5503  HISTORY     - 1986     MONUMENTED       NGS
 AW5503  HISTORY     - 20040712 GOOD             USPSQD
 AW5503  HISTORY     - 20051014 GOOD             USPSQD
 AW5503
 AW5503                          STATION DESCRIPTION
 AW5503
 AW5503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5503'IN HOUSTON.
 AW5503'IN HOUSTON, AT THE INTERSECTION OF WATONGA BOULEVARD AND THE
 AW5503'BURLINGTON NORTHERN RAILROAD, NEAR THE CENTER OF THE SOUTHWEST SIDE OF
 AW5503'THE CONCRETE FOUNDATION OF A LARGE UTILITY TOWER, 106.0 M (347.8 FT)
 AW5503'SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE BOULEVARD,
 AW5503'12.3 M (40.4 FT) NORTHEAST OF THE NEAR RAIL, 0.5 M (1.6 FT) SOUTHEAST
 AW5503'OF THE NORTHWEST CORNER OF THE FOUNDATION, AND 0.1 M (0.3 FT)
 AW5503'SOUTHWEST OF THE SOUTHWEST EDGE OF THE TOWER.
 AW5503'THE MARK IS 2.1 M BELOW THE TRACKS.
 AW5503
 AW5503                          STATION RECOVERY (2004)
 AW5503
 AW5503'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5503'RECOVERED IN GOOD CONDITION.
 AW5503
 AW5503                          STATION RECOVERY (2005)
 AW5503
 AW5503'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5503'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0989 ***********************************************************************
 DN0989  DESIGNATION -  R 1501
 DN0989  PID         -  DN0989
 DN0989  STATE/COUNTY-  TX/GRAYSON
 DN0989  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0989
 DN0989                         *CURRENT SURVEY CONTROL
 DN0989  ___________________________________________________________________
 DN0989* NAD 83(1986)-  33 33 12.     (N)    096 24 21.     (W)     SCALED    
 DN0989* NAVD 88     -       239.242  (meters)     784.91   (feet)  ADJUSTED  
 DN0989  ___________________________________________________________________
 DN0989  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DN0989  DYNAMIC HT  -         238.985 (meters)     784.07  (feet)  COMP
 DN0989  MODELED GRAV-     979,555.3   (mgal)                       NAVD 88
 DN0989
 DN0989  VERT ORDER  -  FIRST     CLASS II
 DN0989
 DN0989.The horizontal coordinates were scaled from a topographic map and have
 DN0989.an estimated accuracy of +/- 6 seconds.
 DN0989
 DN0989.The orthometric height was determined by differential leveling
 DN0989.and adjusted by the National Geodetic Survey in June 1991..
 DN0989
 DN0989.The geoid height was determined by GEOID03.
 DN0989
 DN0989.The dynamic height is computed by dividing the NAVD 88
 DN0989.geopotential number by the normal gravity value computed on the
 DN0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0989.degrees latitude (g = 980.6199 gals.).
 DN0989
 DN0989.The modeled gravity was interpolated from observed gravity values.
 DN0989
 DN0989;                    North         East    Units  Estimated Accuracy
 DN0989;SPC TXNC     - 2,211,150.      794,450.      MT  (+/- 180 meters Scaled)
 DN0989
 DN0989                          SUPERSEDED SURVEY CONTROL
 DN0989
 DN0989.No superseded survey control is available for this station.
 DN0989
 DN0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC408156(NAD 83)
 DN0989_MARKER: I = METAL ROD
 DN0989_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0989_SP_SET: STAINLESS STEEL ROD
 DN0989_STAMPING: R 1501 1986
 DN0989_MARK LOGO: NGS   
 DN0989_PROJECTION: FLUSH
 DN0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0989_ROD/PIPE-DEPTH: 4.9  meters
 DN0989
 DN0989  HISTORY     - Date     Condition        Report By
 DN0989  HISTORY     - 1986     MONUMENTED       NGS
 DN0989  HISTORY     - 20060520 GOOD             USPSQD
 DN0989
 DN0989                          STATION DESCRIPTION
 DN0989
 DN0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0989'27.7 KM (17.2 MI) SE FROM DENISON.
 DN0989'27.7 KM (17.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS
 DN0989'JUNCTION WITH FARM ROAD 120 IN DENISON, 87.2 M (286.1 FT) SOUTH OF THE
 DN0989'CENTER OF A GRAVELED ROAD LEADING EAST, 16.1 M (52.8 FT) EAST OF THE
 DN0989'CENTERLINE OF THE HIGHWAY, 6.7 M (22.0 FT) SOUTH OF A TELEPHONE
 DN0989'JUNCTION BOX, AND 0.3 M (1.0 FT) SOUTHWEST OF UTILITY POLE NUMBER
 DN0989'3611.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0989'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DN0989'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DN0989
 DN0989                          STATION RECOVERY (2006)
 DN0989
 DN0989'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBM)
 DN0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5435 ***********************************************************************
 AW5435  DESIGNATION -  R 1502
 AW5435  PID         -  AW5435
 AW5435  STATE/COUNTY-  TX/HARRIS
 AW5435  USGS QUAD   -  ADDICKS (1995)
 AW5435
 AW5435                         *CURRENT SURVEY CONTROL
 AW5435  ___________________________________________________________________
 AW5435* NAD 83(1986)-  29 52 03.     (N)    095 41 01.     (W)     SCALED    
 AW5435* NAVD 88     -        38.805  (meters)     127.31   (feet)  ADJUSTED  
 AW5435  ___________________________________________________________________
 AW5435  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW5435  DYNAMIC HT  -          38.752 (meters)     127.14  (feet)  COMP
 AW5435  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 AW5435
 AW5435  VERT ORDER  -  FIRST     CLASS II
 AW5435
 AW5435.The horizontal coordinates were scaled from a topographic map and have
 AW5435.an estimated accuracy of +/- 6 seconds.
 AW5435
 AW5435.The orthometric height was determined by differential leveling
 AW5435.and adjusted by the National Geodetic Survey in June 1991..
 AW5435
 AW5435.The geoid height was determined by GEOID03.
 AW5435
 AW5435.The dynamic height is computed by dividing the NAVD 88
 AW5435.geopotential number by the normal gravity value computed on the
 AW5435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5435.degrees latitude (g = 980.6199 gals.).
 AW5435
 AW5435.The modeled gravity was interpolated from observed gravity values.
 AW5435
 AW5435;                    North         East    Units  Estimated Accuracy
 AW5435;SPC TXSC     - 4,229,990.      920,340.      MT  (+/- 180 meters Scaled)
 AW5435
 AW5435                          SUPERSEDED SURVEY CONTROL
 AW5435
 AW5435  NGVD 29 (12/23/87)   38.797  (m)          127.29   (f) ADJUSTED    1 2
 AW5435
 AW5435.Superseded values are not recommended for survey control.
 AW5435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5435.See file dsdata.txt to determine how the superseded data were derived.
 AW5435
 AW5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP407071(NAD 83)
 AW5435_MARKER: I = METAL ROD
 AW5435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5435_SP_SET: STAINLESS STEEL ROD
 AW5435_STAMPING: R 1502 1986
 AW5435_MARK LOGO: NGS   
 AW5435_PROJECTION: FLUSH
 AW5435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5435_ROD/PIPE-DEPTH: 8.5  meters
 AW5435
 AW5435  HISTORY     - Date     Condition        Report By
 AW5435  HISTORY     - 1986     MONUMENTED       NGS
 AW5435  HISTORY     - 19950905 GOOD             USPSQD
 AW5435  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW5435
 AW5435                          STATION DESCRIPTION
 AW5435
 AW5435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5435'12.8 KM (7.95 MI) SOUTH FROM CYPRESS.
 AW5435'3.1 KM (1.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS
 AW5435'JUNCTION WITH-SPRING CYPRESS ROAD IN CYPRESS, THENCE 9.7 KM (6.0 MI)
 AW5435'SOUTHERLY ALONG BARKER-CYPRESS ROAD, 25.5 M (83.7 FT) WEST OF THE
 AW5435'CENTER OF THE ROAD, 6.5 M (21.3 FT) NORTH OF THE CENTER OF A CATTLE
 AW5435'GUARD AND DIRT ROAD LEADING WEST, AND 1.7 M (5.6 FT) EAST OF A UTILITY
 AW5435'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5435'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 AW5435'THE MARK IS ABOVE LEVEL WITH THE R0AD.
 AW5435
 AW5435                          STATION RECOVERY (1995)
 AW5435
 AW5435'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5435'RECOVERED IN GOOD CONDITION.
 AW5435
 AW5435                          STATION RECOVERY (2004)
 AW5435
 AW5435'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5526 ***********************************************************************
 AW5526  DESIGNATION -  R 1503
 AW5526  PID         -  AW5526
 AW5526  STATE/COUNTY-  TX/HARRIS
 AW5526  USGS QUAD   -  PARK PLACE (1995)
 AW5526
 AW5526                         *CURRENT SURVEY CONTROL
 AW5526  ___________________________________________________________________
 AW5526* NAD 83(1986)-  29 43 36.     (N)    095 16 13.     (W)     SCALED    
 AW5526* NAVD 88     -         8.783  (meters)      28.82   (feet)  ADJUSTED  
 AW5526  ___________________________________________________________________
 AW5526  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW5526  DYNAMIC HT  -           8.771 (meters)      28.78  (feet)  COMP
 AW5526  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 AW5526
 AW5526  VERT ORDER  -  FIRST     CLASS II
 AW5526
 AW5526.The horizontal coordinates were scaled from a topographic map and have
 AW5526.an estimated accuracy of +/- 6 seconds.
 AW5526
 AW5526.The orthometric height was determined by differential leveling
 AW5526.and adjusted by the National Geodetic Survey in June 1991..
 AW5526
 AW5526.The geoid height was determined by GEOID03.
 AW5526
 AW5526.The dynamic height is computed by dividing the NAVD 88
 AW5526.geopotential number by the normal gravity value computed on the
 AW5526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5526.degrees latitude (g = 980.6199 gals.).
 AW5526
 AW5526.The modeled gravity was interpolated from observed gravity values.
 AW5526
 AW5526;                    North         East    Units  Estimated Accuracy
 AW5526;SPC TXSC     - 4,215,590.      960,750.      MT  (+/- 180 meters Scaled)
 AW5526
 AW5526                          SUPERSEDED SURVEY CONTROL
 AW5526
 AW5526  NGVD 29 (12/23/87)    8.780  (m)           28.81   (f) ADJUSTED    1 2
 AW5526
 AW5526.Superseded values are not recommended for survey control.
 AW5526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5526.See file dsdata.txt to determine how the superseded data were derived.
 AW5526
 AW5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN804906(NAD 83)
 AW5526_MARKER: DB = BENCH MARK DISK
 AW5526_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5526_SP_SET: BRIDGE PIER
 AW5526_STAMPING: R 1503 1987
 AW5526_MARK LOGO: NGS   
 AW5526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5526+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2003
 AW5526
 AW5526  HISTORY     - Date     Condition        Report By
 AW5526  HISTORY     - 1987     MONUMENTED       NGS
 AW5526  HISTORY     - 19950624 GOOD             USPSQD
 AW5526  HISTORY     - 20031005 GOOD             USPSQD
 AW5526
 AW5526                          STATION DESCRIPTION
 AW5526
 AW5526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5526'IN HOUSTON.
 AW5526'IN HOUSTON, 0.1 KM (0.05 MI) SOUTH OF THE SOUTH GATE OF THE PORT OF
 AW5526'HOUSTON, SET VERTICALLY ON THE SOUTHEAST SIDE OF THE SOUTHEAST ONE OF
 AW5526'FOUR PIERS BETWEEN THE LANES OF INTERSTATE 610 OVERPASS, 6.25 METERS
 AW5526'(20.5 FT) NORTHEAST OF THE CENTER OF THE PAVED ROAD LEADING FROM THE
 AW5526'GATE, 12.92 METERS (42.4 FT) NORTHEAST OF AND ACROSS THE ROAD FROM THE
 AW5526'NORTHWEST GATE POST OF A GATE IN A CHAIN LINK FENCE WITH A U.S.
 AW5526'COSTOMS SIGN.
 AW5526'THE MARK IS 1.2 M ABOVE ROAD.
 AW5526
 AW5526                          STATION RECOVERY (1995)
 AW5526
 AW5526'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5526'RECOVERED IN GOOD CONDITION.
 AW5526
 AW5526                          STATION RECOVERY (2003)
 AW5526
 AW5526'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5419 ***********************************************************************
 AW5419  DESIGNATION -  R 1504
 AW5419  PID         -  AW5419
 AW5419  STATE/COUNTY-  TX/HARRIS
 AW5419  USGS QUAD   -  BELLAIRE (1995)
 AW5419
 AW5419                         *CURRENT SURVEY CONTROL
 AW5419  ___________________________________________________________________
 AW5419* NAD 83(1986)-  29 44 15.     (N)    095 29 05.     (W)     SCALED    
 AW5419* NAVD 88     -        18.469  (meters)      60.59   (feet)  ADJUSTED  
 AW5419  ___________________________________________________________________
 AW5419  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW5419  DYNAMIC HT  -          18.444 (meters)      60.51  (feet)  COMP
 AW5419  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 AW5419
 AW5419  VERT ORDER  -  FIRST     CLASS II
 AW5419
 AW5419.The horizontal coordinates were scaled from a topographic map and have
 AW5419.an estimated accuracy of +/- 6 seconds.
 AW5419
 AW5419.The orthometric height was determined by differential leveling
 AW5419.and adjusted by the National Geodetic Survey in June 1991..
 AW5419
 AW5419.The geoid height was determined by GEOID03.
 AW5419
 AW5419.The dynamic height is computed by dividing the NAVD 88
 AW5419.geopotential number by the normal gravity value computed on the
 AW5419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5419.degrees latitude (g = 980.6199 gals.).
 AW5419
 AW5419.The modeled gravity was interpolated from observed gravity values.
 AW5419
 AW5419;                    North         East    Units  Estimated Accuracy
 AW5419;SPC TXSC     - 4,216,140.      939,980.      MT  (+/- 180 meters Scaled)
 AW5419
 AW5419                          SUPERSEDED SURVEY CONTROL
 AW5419
 AW5419  NGVD 29 (12/23/87)   18.464  (m)           60.58   (f) ADJUSTED    1 2
 AW5419
 AW5419.Superseded values are not recommended for survey control.
 AW5419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5419.See file dsdata.txt to determine how the superseded data were derived.
 AW5419
 AW5419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN596922(NAD 83)
 AW5419_MARKER: DB = BENCH MARK DISK
 AW5419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW5419_SP_SET: STORM DRAIN
 AW5419_STAMPING: R 1504 1986
 AW5419_MARK LOGO: NGS   
 AW5419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5419
 AW5419  HISTORY     - Date     Condition        Report By
 AW5419  HISTORY     - 1986     MONUMENTED       NGS
 AW5419  HISTORY     - 1990     POOR             USPSQD
 AW5419  HISTORY     - 19931123 GOOD             USPSQD
 AW5419  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW5419
 AW5419                          STATION DESCRIPTION
 AW5419
 AW5419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5419'IN HOUSTON.
 AW5419'IN HOUSTON, AT THE JUNCTION OF WESTHEIMER ROAD AND FOUNTAIN VIEW DRIVE
 AW5419'SOUTHBOUND, ALSO 1.1 KM (0.7 MI) WEST OF BENCH MARK F 1211, IN TOP OF
 AW5419'THE SOUTHWEST CORNER OF A CITY STORM DRAIN, AT THE WEST CURB OF
 AW5419'FOUNTAIN VIEW DRIVE, 9.5 METERS (31.2 FT) SOUTH OF THE SOUTH CURB OF
 AW5419'WESTHEIMER ROAD EASTBOUND, 4.1 METERS (13.5 FT) NORTHEAST OF A
 AW5419'POWERLINE POLE, 0.3 METER (1.0 FT) WEST OF THE WEST CURB OF THE DRIVE
 AW5419'SOUTHBOUND, 0.6 METER (2.0 FT) EAST OF THE EAST EDGE OF THE SIDEWALK.
 AW5419'THE MARK IS 0.3 M ABOVE THE DRIVE.
 AW5419
 AW5419                          STATION RECOVERY (1990)
 AW5419
 AW5419'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW5419'MARK RECOVERED IN POOR CONDITION.
 AW5419
 AW5419                          STATION RECOVERY (1993)
 AW5419
 AW5419'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5419'RECOVERED IN GOOD CONDITION.
 AW5419
 AW5419                          STATION RECOVERY (2004)
 AW5419
 AW5419'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5487 ***********************************************************************
 AW5487  DESIGNATION -  R 1505
 AW5487  PID         -  AW5487
 AW5487  STATE/COUNTY-  TX/FORT BEND
 AW5487  USGS QUAD   -  FULSHEAR (1980)
 AW5487
 AW5487                         *CURRENT SURVEY CONTROL
 AW5487  ___________________________________________________________________
 AW5487* NAD 83(1986)-  29 39 25.     (N)    095 58 37.     (W)     SCALED    
 AW5487* NAVD 88     -        33.151  (meters)     108.76   (feet)  ADJUSTED  
 AW5487  ___________________________________________________________________
 AW5487  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW5487  DYNAMIC HT  -          33.105 (meters)     108.61  (feet)  COMP
 AW5487  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 AW5487
 AW5487  VERT ORDER  -  FIRST     CLASS II
 AW5487
 AW5487.The horizontal coordinates were scaled from a topographic map and have
 AW5487.an estimated accuracy of +/- 6 seconds.
 AW5487
 AW5487.The orthometric height was determined by differential leveling
 AW5487.and adjusted by the National Geodetic Survey in June 1991..
 AW5487
 AW5487.The geoid height was determined by GEOID03.
 AW5487
 AW5487.The dynamic height is computed by dividing the NAVD 88
 AW5487.geopotential number by the normal gravity value computed on the
 AW5487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5487.degrees latitude (g = 980.6199 gals.).
 AW5487
 AW5487.The modeled gravity was interpolated from observed gravity values.
 AW5487
 AW5487;                    North         East    Units  Estimated Accuracy
 AW5487;SPC TXSC     - 4,205,890.      892,610.      MT  (+/- 180 meters Scaled)
 AW5487
 AW5487                          SUPERSEDED SURVEY CONTROL
 AW5487
 AW5487  NGVD 29 (12/23/87)   33.146  (m)          108.75   (f) ADJUSTED    1 2
 AW5487
 AW5487.Superseded values are not recommended for survey control.
 AW5487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5487.See file dsdata.txt to determine how the superseded data were derived.
 AW5487
 AW5487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN118844(NAD 83)
 AW5487_MARKER: I = METAL ROD
 AW5487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5487_SP_SET: STAINLESS STEEL ROD
 AW5487_STAMPING: R 1505 1987
 AW5487_MARK LOGO: NGS   
 AW5487_PROJECTION: FLUSH
 AW5487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5487_ROD/PIPE-DEPTH: 14.6 meters
 AW5487
 AW5487  HISTORY     - Date     Condition        Report By
 AW5487  HISTORY     - 1987     MONUMENTED       NGS
 AW5487  HISTORY     - 19980208 GOOD             USPSQD
 AW5487  HISTORY     - 19981121 GOOD             USPSQD
 AW5487
 AW5487                          STATION DESCRIPTION
 AW5487
 AW5487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5487'2.5 KM (1.55 MI) SOUTH FROM SIMONTON.
 AW5487'2.55 KM (1.58 MI) SOUTH ALONG FM ROAD 1489 FROM THE JUNCTION OF FM
 AW5487'ROAD 1093 IN SIMONTON, 17.7 METERS (58.0 FT) WEST OF THE CENTERLINE OF
 AW5487'THE ROAD, 7.6 METERS (25.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD,
 AW5487'4.7 METERS (15.5 FT) WEST-NORTHWEST OF THE NORTH END OF A CONCRETE
 AW5487'CULVERT, 1.8 METERS (6.0 FT) SOUTHWEST OF A FENCE CORNER, 0.9 METER
 AW5487'(3.0 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 AW5487'A 5-INCH LOGO CAP.
 AW5487'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AW5487'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5487
 AW5487                          STATION RECOVERY (1998)
 AW5487
 AW5487'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5487'RECOVERED IN GOOD CONDITION.
 AW5487
 AW5487                          STATION RECOVERY (1998)
 AW5487
 AW5487'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2550 ***********************************************************************
 AX2550  DESIGNATION -  R 1506
 AX2550  PID         -  AX2550
 AX2550  STATE/COUNTY-  TX/WHARTON
 AX2550  USGS QUAD   -  WHARTON (1980)
 AX2550
 AX2550                         *CURRENT SURVEY CONTROL
 AX2550  ___________________________________________________________________
 AX2550* NAD 83(1986)-  29 18 07.     (N)    096 06 25.     (W)     SCALED    
 AX2550* NAVD 88     -        30.983  (meters)     101.65   (feet)  ADJUSTED  
 AX2550  ___________________________________________________________________
 AX2550  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2550  DYNAMIC HT  -          30.939 (meters)     101.51  (feet)  COMP
 AX2550  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 AX2550
 AX2550  VERT ORDER  -  FIRST     CLASS I
 AX2550
 AX2550.The horizontal coordinates were scaled from a topographic map and have
 AX2550.an estimated accuracy of +/- 6 seconds.
 AX2550
 AX2550.The orthometric height was determined by differential leveling
 AX2550.and adjusted by the National Geodetic Survey in June 1991..
 AX2550
 AX2550.The geoid height was determined by GEOID03.
 AX2550
 AX2550.The dynamic height is computed by dividing the NAVD 88
 AX2550.geopotential number by the normal gravity value computed on the
 AX2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2550.degrees latitude (g = 980.6199 gals.).
 AX2550
 AX2550.The modeled gravity was interpolated from observed gravity values.
 AX2550
 AX2550;                    North         East    Units  Estimated Accuracy
 AX2550;SPC TXSC     - 4,166,240.      881,010.      MT  (+/- 180 meters Scaled)
 AX2550
 AX2550                          SUPERSEDED SURVEY CONTROL
 AX2550
 AX2550  NGVD 29 (12/23/87)   30.985  (m)          101.66   (f) ADJUSTED    1 1
 AX2550
 AX2550.Superseded values are not recommended for survey control.
 AX2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2550.See file dsdata.txt to determine how the superseded data were derived.
 AX2550
 AX2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT810449(NAD 83)
 AX2550_MARKER: I = METAL ROD
 AX2550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2550_SP_SET: STAINLESS STEEL ROD
 AX2550_STAMPING: R 1506 1987
 AX2550_MARK LOGO: NGS   
 AX2550_PROJECTION: FLUSH
 AX2550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2550_ROD/PIPE-DEPTH: 18.3 meters
 AX2550
 AX2550  HISTORY     - Date     Condition        Report By
 AX2550  HISTORY     - 1987     MONUMENTED       NGS
 AX2550
 AX2550                          STATION DESCRIPTION
 AX2550
 AX2550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2550'1.1 KM (0.7 MI) SW FROM WHARTON.
 AX2550'1.09 KM (0.67 MI) SOUTHWEST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION
 AX2550'OF STATE HIGHWAY 60 IN WHARTON, 0.32 KM (0.2 MI) SOUTHWEST OF THE
 AX2550'UNDERPASS OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.13 KM (0.08 MI)
 AX2550'NORTHEAST OF A HIGH TENSION POWERLINE CROSSING, 18.0 METERS (59.0 FT)
 AX2550'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF LOOP 183,
 AX2550'1.5 METERS (5.0 FT) NORTHEAST OF A POWER POLE.  NOTE--ACCESS TO DATUM
 AX2550'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2550'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AX2550'THE MARK IS 0.9 M BELOW LOOP 183.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5454 ***********************************************************************
 AW5454  DESIGNATION -  R 1509
 AW5454  PID         -  AW5454
 AW5454  STATE/COUNTY-  TX/HARRIS
 AW5454  USGS QUAD   -  CYPRESS (1995)
 AW5454
 AW5454                         *CURRENT SURVEY CONTROL
 AW5454  ___________________________________________________________________
 AW5454* NAD 83(1986)-  29 52 44.     (N)    095 38 42.     (W)     SCALED    
 AW5454* NAVD 88     -        38.057  (meters)     124.86   (feet)  ADJUSTED  
 AW5454  ___________________________________________________________________
 AW5454  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW5454  DYNAMIC HT  -          38.006 (meters)     124.69  (feet)  COMP
 AW5454  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AW5454
 AW5454  VERT ORDER  -  FIRST     CLASS II
 AW5454
 AW5454.The horizontal coordinates were scaled from a topographic map and have
 AW5454.an estimated accuracy of +/- 6 seconds.
 AW5454
 AW5454.The orthometric height was determined by differential leveling
 AW5454.and adjusted by the National Geodetic Survey in June 1991..
 AW5454
 AW5454.The geoid height was determined by GEOID03.
 AW5454
 AW5454.The dynamic height is computed by dividing the NAVD 88
 AW5454.geopotential number by the normal gravity value computed on the
 AW5454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5454.degrees latitude (g = 980.6199 gals.).
 AW5454
 AW5454.The modeled gravity was interpolated from observed gravity values.
 AW5454
 AW5454;                    North         East    Units  Estimated Accuracy
 AW5454;SPC TXSC     - 4,231,350.      924,030.      MT  (+/- 180 meters Scaled)
 AW5454
 AW5454                          SUPERSEDED SURVEY CONTROL
 AW5454
 AW5454  NGVD 29 (12/23/87)   38.051  (m)          124.84   (f) ADJUSTED    1 2
 AW5454
 AW5454.Superseded values are not recommended for survey control.
 AW5454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5454.See file dsdata.txt to determine how the superseded data were derived.
 AW5454
 AW5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP445083(NAD 83)
 AW5454_MARKER: I = METAL ROD
 AW5454_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5454_SP_SET: STAINLESS STEEL ROD
 AW5454_STAMPING: R 1509 1986
 AW5454_MARK LOGO: NGS   
 AW5454_PROJECTION: FLUSH
 AW5454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5454_ROD/PIPE-DEPTH: 10.9 meters
 AW5454
 AW5454  HISTORY     - Date     Condition        Report By
 AW5454  HISTORY     - 1986     MONUMENTED       NGS
 AW5454  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 AW5454  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW5454
 AW5454                          STATION DESCRIPTION
 AW5454
 AW5454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5454'10.6 KM (6.6 MI) NORTH FROM ADDICKS.
 AW5454'10.6 KM (6.6 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5454'WITH U.S. HIGHWAY 90 IN ADDICKS, 77.7 M (254.9 FT) EAST OF THE
 AW5454'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 16.3 M (53.5 FT)
 AW5454'SOUTH OF THE CENTER OF FARM ROAD 529, 5.3 M (17.4 FT) SOUTH-SOUTHEAST
 AW5454'OF THE SOUTHEAST CORNER OF A STORM DRAIN, 1.0 M (3.3 FT) EAST OF A
 AW5454'FENCE CORNER, AND 0.3 M (1.0 FT) NORTH OF A FENCE.  NOTE--ACCESS TO
 AW5454'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5454'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5454
 AW5454                          STATION RECOVERY (2004)
 AW5454
 AW5454'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5454'NEW BANK BUILDING HERE.
 AW5454
 AW5454                          STATION RECOVERY (2004)
 AW5454
 AW5454'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5454'NEW ROAD HAS BEEN WIDCENED TO 44 FEET CENTER TO EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0619 ***********************************************************************
 CS0619  DESIGNATION -  R 151
 CS0619  PID         -  CS0619
 CS0619  STATE/COUNTY-  TX/NAVARRO
 CS0619  USGS QUAD   -  KERENS (1981)
 CS0619
 CS0619                         *CURRENT SURVEY CONTROL
 CS0619  ___________________________________________________________________
 CS0619* NAD 83(1986)-  32 08 15.     (N)    096 11 22.     (W)     SCALED    
 CS0619* NAVD 88     -       106.251  (meters)     348.59   (feet)  ADJUSTED  
 CS0619  ___________________________________________________________________
 CS0619  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0619  DYNAMIC HT  -         106.128 (meters)     348.19  (feet)  COMP
 CS0619  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 CS0619
 CS0619  VERT ORDER  -  SECOND    CLASS 0
 CS0619
 CS0619.The horizontal coordinates were scaled from a topographic map and have
 CS0619.an estimated accuracy of +/- 6 seconds.
 CS0619
 CS0619.The orthometric height was determined by differential leveling
 CS0619.and adjusted by the National Geodetic Survey in June 1991..
 CS0619
 CS0619.The geoid height was determined by GEOID03.
 CS0619
 CS0619.The dynamic height is computed by dividing the NAVD 88
 CS0619.geopotential number by the normal gravity value computed on the
 CS0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0619.degrees latitude (g = 980.6199 gals.).
 CS0619
 CS0619.The modeled gravity was interpolated from observed gravity values.
 CS0619
 CS0619;                    North         East    Units  Estimated Accuracy
 CS0619;SPC TXNC     - 2,054,610.      817,990.      MT  (+/- 180 meters Scaled)
 CS0619
 CS0619                          SUPERSEDED SURVEY CONTROL
 CS0619
 CS0619  NGVD 29 (??/??/92)  106.258  (m)          348.61   (f) ADJ UNCH    2 0
 CS0619
 CS0619.Superseded values are not recommended for survey control.
 CS0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0619.See file dsdata.txt to determine how the superseded data were derived.
 CS0619
 CS0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA651591(NAD 83)
 CS0619_MARKER: DB = BENCH MARK DISK
 CS0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0619_SP_SET: RETAINING WALL
 CS0619_STAMPING: R 151 1933
 CS0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0619
 CS0619  HISTORY     - Date     Condition        Report By
 CS0619  HISTORY     - 1933     MONUMENTED       CGS
 CS0619  HISTORY     - 1942     GOOD             NGS
 CS0619
 CS0619                          STATION DESCRIPTION
 CS0619
 CS0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0619'2.3 MI E FROM KERENS.
 CS0619'2.3 MILES EAST OF, ALONG ST.L.S.W.RY. 1.0 MILES WEST OF HALSEY SIDING,
 CS0619'MILEPOST 604 PLUS 28 POLES, AT SOUTH END OF ARTIFICIAL POND, ON TOP OF
 CS0619'SOUTH CORNER OF BRICK RETAINING WALL WHICH IS PROBABLY PART OF HEAD
 CS0619'GATE, 30 FEET NORTH OF RAILROAD CENTER-LINE.  TABLET CEMENTED IN
 CS0619'BRICK.
 CS0619
 CS0619                          STATION RECOVERY (1942)
 CS0619
 CS0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5643 ***********************************************************************
 AW5643  DESIGNATION -  R 1510
 AW5643  PID         -  AW5643
 AW5643  STATE/COUNTY-  TX/HARRIS
 AW5643  USGS QUAD   -  HARMASTON (1982)
 AW5643
 AW5643                         *CURRENT SURVEY CONTROL
 AW5643  ___________________________________________________________________
 AW5643* NAD 83(1986)-  29 55 35.     (N)    095 12 42.     (W)     SCALED    
 AW5643* NAVD 88     -        16.865  (meters)      55.33   (feet)  ADJUSTED  
 AW5643  ___________________________________________________________________
 AW5643  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW5643  DYNAMIC HT  -          16.842 (meters)      55.26  (feet)  COMP
 AW5643  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 AW5643
 AW5643  VERT ORDER  -  FIRST     CLASS II
 AW5643
 AW5643.The horizontal coordinates were scaled from a topographic map and have
 AW5643.an estimated accuracy of +/- 6 seconds.
 AW5643
 AW5643.The orthometric height was determined by differential leveling
 AW5643.and adjusted by the National Geodetic Survey in June 1991..
 AW5643
 AW5643.The geoid height was determined by GEOID03.
 AW5643
 AW5643.The dynamic height is computed by dividing the NAVD 88
 AW5643.geopotential number by the normal gravity value computed on the
 AW5643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5643.degrees latitude (g = 980.6199 gals.).
 AW5643
 AW5643.The modeled gravity was interpolated from observed gravity values.
 AW5643
 AW5643;                    North         East    Units  Estimated Accuracy
 AW5643;SPC TXSC     - 4,237,890.      965,700.      MT  (+/- 180 meters Scaled)
 AW5643
 AW5643                          SUPERSEDED SURVEY CONTROL
 AW5643
 AW5643  NGVD 29 (12/23/87)   16.863  (m)           55.32   (f) ADJUSTED    1 2
 AW5643
 AW5643.Superseded values are not recommended for survey control.
 AW5643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5643.See file dsdata.txt to determine how the superseded data were derived.
 AW5643
 AW5643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP865126(NAD 83)
 AW5643_MARKER: I = METAL ROD
 AW5643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5643_SP_SET: STAINLESS STEEL ROD
 AW5643_STAMPING: R 1510 1987
 AW5643_MARK LOGO: NGS   
 AW5643_PROJECTION: PROJECTING 2 CENTIMETERS
 AW5643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5643_ROD/PIPE-DEPTH: 7.6  meters
 AW5643
 AW5643  HISTORY     - Date     Condition        Report By
 AW5643  HISTORY     - 1987     MONUMENTED       NGS
 AW5643
 AW5643                          STATION DESCRIPTION
 AW5643
 AW5643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5643'5.2 KM (3.25 MI) NE FROM DYERSDALE.
 AW5643'5.2 KM (3.25 MI) NORTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 AW5643'FROM ITS JUNCTION WITH LAKE HOUSTON PARKWAY IN DYERSDALE, 13.7 M (44.9
 AW5643'FT) WEST OF THE CENTERLINE OF LOCKWOOD ROAD, 10.8 M (35.4 FT) NORTH OF
 AW5643'A TELEPHONE PEDESTAL, 5.7 M (18.7 FT) SOUTHEAST OF THE NEAR RAIL, AND
 AW5643'3.7 M (12.1 FT) SOUTHWEST OF THE SOUTH CORNER OF A METAL RAILROAD
 AW5643'SHED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5643'THE MARK IS 0.2 METERS  ENE FROM  A WITNESS POST
 AW5643'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5623 ***********************************************************************
 AW5623  DESIGNATION -  R 1511
 AW5623  PID         -  AW5623
 AW5623  STATE/COUNTY-  TX/HARRIS
 AW5623  USGS QUAD   -  ALDINE (1995)
 AW5623
 AW5623                         *CURRENT SURVEY CONTROL
 AW5623  ___________________________________________________________________
 AW5623* NAD 83(1986)-  29 58 19.     (N)    095 29 11.     (W)     SCALED    
 AW5623* NAVD 88     -        34.028  (meters)     111.64   (feet)  ADJUSTED  
 AW5623  ___________________________________________________________________
 AW5623  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW5623  DYNAMIC HT  -          33.982 (meters)     111.49  (feet)  COMP
 AW5623  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 AW5623
 AW5623  VERT ORDER  -  FIRST     CLASS II
 AW5623
 AW5623.The horizontal coordinates were scaled from a topographic map and have
 AW5623.an estimated accuracy of +/- 6 seconds.
 AW5623
 AW5623.The orthometric height was determined by differential leveling
 AW5623.and adjusted by the National Geodetic Survey in June 1991..
 AW5623
 AW5623.The geoid height was determined by GEOID03.
 AW5623
 AW5623.The dynamic height is computed by dividing the NAVD 88
 AW5623.geopotential number by the normal gravity value computed on the
 AW5623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5623.degrees latitude (g = 980.6199 gals.).
 AW5623
 AW5623.The modeled gravity was interpolated from observed gravity values.
 AW5623
 AW5623;                    North         East    Units  Estimated Accuracy
 AW5623;SPC TXSC     - 4,242,110.      939,030.      MT  (+/- 180 meters Scaled)
 AW5623
 AW5623                          SUPERSEDED SURVEY CONTROL
 AW5623
 AW5623  NGVD 29 (12/23/87)   34.023  (m)          111.62   (f) ADJUSTED    1 2
 AW5623
 AW5623.Superseded values are not recommended for survey control.
 AW5623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5623.See file dsdata.txt to determine how the superseded data were derived.
 AW5623
 AW5623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP600182(NAD 83)
 AW5623_MARKER: I = METAL ROD
 AW5623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5623_SP_SET: STAINLESS STEEL ROD
 AW5623_STAMPING: R 1511 1987
 AW5623_MARK LOGO: NGS   
 AW5623_PROJECTION: FLUSH
 AW5623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5623+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5623_ROD/PIPE-DEPTH: 7.3  meters
 AW5623
 AW5623  HISTORY     - Date     Condition        Report By
 AW5623  HISTORY     - 1987     MONUMENTED       NGS
 AW5623  HISTORY     - 20051012 GOOD             USPSQD
 AW5623
 AW5623                          STATION DESCRIPTION
 AW5623
 AW5623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5623'7.7 KM (4.8 MI) NE FROM NORTH HOUSTON.
 AW5623'0.4 KM (0.25 MI) SOUTHEAST ALONG STATE HIGHWAY 149 FROM ITS JUNCTION
 AW5623'WITH FAIRBANKS-NORTH HOUSTON ROAD IN NORTH HOUSTON, THENCE 6.4 KM (4.0
 AW5623'MI) NORTHERLY ALONG BAMMEL-NORTH HOUSTON ROAD, THENCE 0.9 KM (0.55 MI)
 AW5623'SOUTHEASTERLY ALONG VETERANS MEMORIAL DRIVE, 44.0 M (144.4 FT)
 AW5623'NORTHEAST OF THE CENTER OF THE NORTHWEST BOUND LANES OF VETERANS
 AW5623'MEMORIAL DRIVE, 9.1 M (29.9 FT) NORTHWEST OF THE CENTER OF THE
 AW5623'SOUTHWEST BOUND LANES OF SABLERIDGE DRIVE, 6.6 M (21.7 FT) SOUTHWEST
 AW5623'OF THE CENTER OF THE MOST SOUTHWESTERLY 1 OF 2 DRIVEWAYS LEADING TO
 AW5623'LOEHMANNS PLAZA, AND 0.8 M (2.6 FT) SOUTHEAST OF THE EAST CORNER OF A
 AW5623'PARKING LOT CURB.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5623'LOGO CAP.
 AW5623'THE MARK IS 0.3 M ABOVE SABLERIDGE DRIVE.
 AW5623
 AW5623                          STATION RECOVERY (2005)
 AW5623
 AW5623'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5623'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5688 ***********************************************************************
 AW5688  DESIGNATION -  R 1512
 AW5688  PID         -  AW5688
 AW5688  STATE/COUNTY-  TX/HARRIS
 AW5688  USGS QUAD   -  PEARLAND (1995)
 AW5688
 AW5688                         *CURRENT SURVEY CONTROL
 AW5688  ___________________________________________________________________
 AW5688* NAD 83(1986)-  29 37 02.     (N)    095 17 03.     (W)     SCALED    
 AW5688* NAVD 88     -        14.548  (meters)      47.73   (feet)  ADJUSTED  
 AW5688  ___________________________________________________________________
 AW5688  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW5688  DYNAMIC HT  -          14.528 (meters)      47.66  (feet)  COMP
 AW5688  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 AW5688
 AW5688  VERT ORDER  -  FIRST     CLASS II
 AW5688
 AW5688.The horizontal coordinates were scaled from a topographic map and have
 AW5688.an estimated accuracy of +/- 6 seconds.
 AW5688
 AW5688.The orthometric height was determined by differential leveling
 AW5688.and adjusted by the National Geodetic Survey in June 1991..
 AW5688
 AW5688.The geoid height was determined by GEOID03.
 AW5688
 AW5688.The dynamic height is computed by dividing the NAVD 88
 AW5688.geopotential number by the normal gravity value computed on the
 AW5688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5688.degrees latitude (g = 980.6199 gals.).
 AW5688
 AW5688.The modeled gravity was interpolated from observed gravity values.
 AW5688
 AW5688;                    North         East    Units  Estimated Accuracy
 AW5688;SPC TXSC     - 4,203,420.      959,790.      MT  (+/- 180 meters Scaled)
 AW5688
 AW5688                          SUPERSEDED SURVEY CONTROL
 AW5688
 AW5688  NGVD 29 (12/23/87)   14.544  (m)           47.72   (f) ADJUSTED    1 2
 AW5688
 AW5688.Superseded values are not recommended for survey control.
 AW5688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5688.See file dsdata.txt to determine how the superseded data were derived.
 AW5688
 AW5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN788785(NAD 83)
 AW5688_MARKER: I = METAL ROD
 AW5688_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5688_SP_SET: STAINLESS STEEL ROD
 AW5688_STAMPING: R 1512 1987
 AW5688_MARK LOGO: NGS   
 AW5688_PROJECTION: FLUSH
 AW5688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5688_ROD/PIPE-DEPTH: 8.5  meters
 AW5688
 AW5688  HISTORY     - Date     Condition        Report By
 AW5688  HISTORY     - 1987     MONUMENTED       NGS
 AW5688  HISTORY     - 20040211 MARK NOT FOUND   USPSQD
 AW5688
 AW5688                          STATION DESCRIPTION
 AW5688
 AW5688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5688'IN HOUSTON.
 AW5688'IN HOUSTON, AT THE JUNCTION OF TELEPHONE ROAD AND ALMEDA GENOA ROAD
 AW5688'EASTBOUND, 31.7 METERS (104.0 FT) EAST OF THE CENTERLINE OF THE
 AW5688'NORTHBOUND LANES OF TELEPHONE ROAD, 8.5 METERS (27.9 FT) NORTH OF THE
 AW5688'CENTERLINE OF THE WESTBOUND LANES OF ALMEDA GENOA ROAD, 5.6 METERS
 AW5688'(19.0 FT) SOUTHEAST OF A UTILITY POLE WITH A METER, 2.6 METERS
 AW5688'(8.5 FT) SOUTH OF THE CENTER OF A CHAIN LINK FENCE GATE, 0.75 METER
 AW5688'(2.5 FT) NORTH OF A FENCE CORNER POST.  NOTE--ACCESS TO DATUM POINT IS
 AW5688'HAD THROUGH A 5-INCH LOGO CAP.
 AW5688'THE MARK IS 0.3 METERS  W FROM  AWITNESS POST AND FENCE
 AW5688'THE MARK IS 0.2 M ABOVE ALMEDA GENOA ROAD.
 AW5688
 AW5688                          STATION RECOVERY (2004)
 AW5688
 AW5688'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5688'DESCRIPTION DOES NOT MATCH THE LAT. LA FOR THE AREA SHOULD BE
 AW5688'SOMETHING LIKE N 29 37 32.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2052 ***********************************************************************
 AN2052  DESIGNATION -  R 1515
 AN2052  PID         -  AN2052
 AN2052  STATE/COUNTY-  TX/JACKSON
 AN2052  USGS QUAD   -  EDNA (1995)
 AN2052
 AN2052                         *CURRENT SURVEY CONTROL
 AN2052  ___________________________________________________________________
 AN2052* NAD 83(1986)-  28 59 12.     (N)    096 37 45.     (W)     SCALED    
 AN2052* NAVD 88     -        20.367  (meters)      66.82   (feet)  ADJUSTED  
 AN2052  ___________________________________________________________________
 AN2052  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2052  DYNAMIC HT  -          20.338 (meters)      66.73  (feet)  COMP
 AN2052  MODELED GRAV-     979,216.1   (mgal)                       NAVD 88
 AN2052
 AN2052  VERT ORDER  -  FIRST     CLASS I
 AN2052
 AN2052.The horizontal coordinates were scaled from a topographic map and have
 AN2052.an estimated accuracy of +/- 6 seconds.
 AN2052
 AN2052.The orthometric height was determined by differential leveling
 AN2052.and adjusted by the National Geodetic Survey in June 1991..
 AN2052
 AN2052.The geoid height was determined by GEOID03.
 AN2052
 AN2052.The dynamic height is computed by dividing the NAVD 88
 AN2052.geopotential number by the normal gravity value computed on the
 AN2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN2052.degrees latitude (g = 980.6199 gals.).
 AN2052
 AN2052.The modeled gravity was interpolated from observed gravity values.
 AN2052
 AN2052;                    North         East    Units  Estimated Accuracy
 AN2052;SPC TXSC     - 4,130,160.      831,000.      MT  (+/- 180 meters Scaled)
 AN2052
 AN2052                          SUPERSEDED SURVEY CONTROL
 AN2052
 AN2052  NGVD 29 (12/23/87)   20.377  (m)           66.85   (f) ADJUSTED    1 1
 AN2052
 AN2052.Superseded values are not recommended for survey control.
 AN2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2052.See file dsdata.txt to determine how the superseded data were derived.
 AN2052
 AN2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT309088(NAD 83)
 AN2052_MARKER: I = METAL ROD
 AN2052_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN2052_SP_SET: STAINLESS STEEL ROD
 AN2052_STAMPING: R 1515 1987
 AN2052_MARK LOGO: NGS   
 AN2052_PROJECTION: FLUSH
 AN2052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2052_ROD/PIPE-DEPTH: 8.5  meters
 AN2052
 AN2052  HISTORY     - Date     Condition        Report By
 AN2052  HISTORY     - 1987     MONUMENTED       NGS
 AN2052
 AN2052                          STATION DESCRIPTION
 AN2052
 AN2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AN2052'1.9 KM (1.2 MI) NE FROM EDNA.
 AN2052'1.94 KM (1.21 MI) NORTHEAST ALONG HIGHWAY LOOP 521 FROM THE JUNCTION
 AN2052'OF STATE HIGHWAY 111 IN EDNA, 15.7 METERS (51.5 FT) NORTHWEST OF THE
 AN2052'CENTERLINE OF LOOP 521, 1.5 METERS (5.0 FT) SOUTHWEST OF A POWER POLE,
 AN2052'0.4 METER (1.5 FT) SOUTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT
 AN2052'IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2052'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AN2052'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6336 ***********************************************************************
 AC6336  DESIGNATION -  R 1516
 AC6336  PID         -  AC6336
 AC6336  STATE/COUNTY-  TX/HARRIS
 AC6336  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AC6336
 AC6336                         *CURRENT SURVEY CONTROL
 AC6336  ___________________________________________________________________
 AC6336* NAD 83(1986)-  29 46 33.     (N)    095 22 46.     (W)     SCALED    
 AC6336* NAVD 88     -        15.648  (meters)      51.34   (feet)  ADJUSTED  
 AC6336  ___________________________________________________________________
 AC6336  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AC6336  DYNAMIC HT  -          15.627 (meters)      51.27  (feet)  COMP
 AC6336  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AC6336
 AC6336  VERT ORDER  -  FIRST     CLASS II
 AC6336
 AC6336.The horizontal coordinates were scaled from a topographic map and have
 AC6336.an estimated accuracy of +/- 6 seconds.
 AC6336
 AC6336.The orthometric height was determined by differential leveling
 AC6336.and adjusted by the National Geodetic Survey in July 2002..
 AC6336
 AC6336.The geoid height was determined by GEOID03.
 AC6336
 AC6336.The dynamic height is computed by dividing the NAVD 88
 AC6336.geopotential number by the normal gravity value computed on the
 AC6336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6336.degrees latitude (g = 980.6199 gals.).
 AC6336
 AC6336.The modeled gravity was interpolated from observed gravity values.
 AC6336
 AC6336;                    North         East    Units  Estimated Accuracy
 AC6336;SPC TXSC     - 4,220,700.      950,020.      MT  (+/- 180 meters Scaled)
 AC6336
 AC6336                          SUPERSEDED SURVEY CONTROL
 AC6336
 AC6336.No superseded survey control is available for this station.
 AC6336
 AC6336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN699963(NAD 83)
 AC6336_MARKER: I = METAL ROD
 AC6336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6336_STAMPING: R 1516 1996
 AC6336_MARK LOGO: NGS   
 AC6336_PROJECTION: FLUSH
 AC6336_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6336+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6336_ROD/PIPE-DEPTH: 7.8  meters
 AC6336
 AC6336  HISTORY     - Date     Condition        Report By
 AC6336  HISTORY     - 1996     MONUMENTED       NGS
 AC6336
 AC6336                          STATION DESCRIPTION
 AC6336
 AC6336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6336'IN HOUSTON, AT THE INTERSECTION OF SPRING AND HENDERSON STREETS, 53.6
 AC6336'M (175.9 FT) NORTH OF THE CENTER OF SPRING STREET, 8.8 M (28.9 FT)
 AC6336'NORTHEAST OF A UTILITY POLE, 8.7 M (28.5 FT) WEST OF THE EXTENDED
 AC6336'CENTER OF HENDERSON STREET, 7.2 M (23.6 FT) WEST OF THE SOUTHEAST LEG
 AC6336'OF A HIGH LINE TOWER, 1.6 M (5.2 FT) EAST OF THE SOUTHWEST LEG OF THE
 AC6336'TOWER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREETS, AND 0.3 M (1.0
 AC6336'FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AC6336'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0774 ***********************************************************************
 CE0774  DESIGNATION -  R 1517
 CE0774  PID         -  CE0774
 CE0774  STATE/COUNTY-  TX/EL PASO
 CE0774  USGS QUAD   -  EL PASO (1997)
 CE0774
 CE0774                         *CURRENT SURVEY CONTROL
 CE0774  ___________________________________________________________________
 CE0774* NAD 83(1986)-  31 46 26.     (N)    106 25 58.     (W)     SCALED    
 CE0774* NAVD 88     -      1128.463  (meters)    3702.30   (feet)  ADJUSTED  
 CE0774  ___________________________________________________________________
 CE0774  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0774  DYNAMIC HT  -        1126.745 (meters)    3696.66  (feet)  COMP
 CE0774  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 CE0774
 CE0774  VERT ORDER  -  FIRST     CLASS I
 CE0774
 CE0774.The horizontal coordinates were scaled from a topographic map and have
 CE0774.an estimated accuracy of +/- 6 seconds.
 CE0774
 CE0774.The orthometric height was determined by differential leveling
 CE0774.and adjusted by the National Geodetic Survey in November 1996..
 CE0774
 CE0774.The geoid height was determined by GEOID03.
 CE0774
 CE0774.The dynamic height is computed by dividing the NAVD 88
 CE0774.geopotential number by the normal gravity value computed on the
 CE0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0774.degrees latitude (g = 980.6199 gals.).
 CE0774
 CE0774.The modeled gravity was interpolated from observed gravity values.
 CE0774
 CE0774;                    North         East    Units  Estimated Accuracy
 CE0774;SPC TX C     - 3,249,440.      122,540.      MT  (+/- 180 meters Scaled)
 CE0774
 CE0774                          SUPERSEDED SURVEY CONTROL
 CE0774
 CE0774.No superseded survey control is available for this station.
 CE0774
 CE0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR643162(NAD 83)
 CE0774_MARKER: DV = VERTICAL CONTROL DISK
 CE0774_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0774_SP_SET: PIER
 CE0774_STAMPING: R 1517 1993
 CE0774_MARK LOGO: NGS   
 CE0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0774+STABILITY: POSITION/ELEVATION WELL
 CE0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0774+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1996
 CE0774
 CE0774  HISTORY     - Date     Condition        Report By
 CE0774  HISTORY     - 1993     MONUMENTED       NGS
 CE0774  HISTORY     - 19960206 GOOD             NGS
 CE0774
 CE0774                          STATION DESCRIPTION
 CE0774
 CE0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0774'EL PASO, AT THE INTERSECTION OF RAYNOLDS STREET AND THE SOUTHERN
 CE0774'PACIFIC RAILROAD, SET VERTICALLY IN THE WEST FACE OF THE MOST
 CE0774'WESTERLY OF 4 CONCRETE COLUMNS OF THE 4TH PIER SOUTH OF THE NORTH
 CE0774'ABUTMENT OF THE STREET OVERPASS OF THE RAILROAD, 13.3 M (43.6 FT)
 CE0774'SOUTH OF THE NEAR RAIL, 10.3 M (33.8 FT) WEST OF THE STREET, AND 1.5 M
 CE0774'(4.9 FT) ABOVE THE GROUND SURFACE.
 CE0774
 CE0774                          STATION RECOVERY (1996)
 CE0774
 CE0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CE0774'IN EL PASO, AT THE INTERSECTION OF RAYNOLDS STREET AND THE SOUTHERN
 CE0774'PACIFIC RAILROAD, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY
 CE0774'OF 4 CONCRETE COLUMNS OF THE 4TH PIER SOUTH OF THE NORTH ABUTMENT OF
 CE0774'THE STREET OVERPASS OF THE RAILROAD, 13.3 M (43.6 FT) SOUTH OF THE
 CE0774'NEAR RAIL, 10.3 M (33.8 FT) WEST OF THE STREET CENTER, AND 1.5 M (4.9
 CE0774'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8449 ***********************************************************************
 AC8449  DESIGNATION -  R 1518
 AC8449  PID         -  AC8449
 AC8449  STATE/COUNTY-  TX/NUECES
 AC8449  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8449
 AC8449                         *CURRENT SURVEY CONTROL
 AC8449  ___________________________________________________________________
 AC8449* NAD 83(1986)-  27 40 40.     (N)    097 10 18.     (W)     SCALED    
 AC8449* NAVD 88     -         2.798  (meters)       9.18   (feet)  ADJUSTED  
 AC8449  ___________________________________________________________________
 AC8449  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AC8449  DYNAMIC HT  -           2.794 (meters)       9.17  (feet)  COMP
 AC8449  MODELED GRAV-     979,132.5   (mgal)                       NAVD 88
 AC8449
 AC8449  VERT ORDER  -  FIRST     CLASS II
 AC8449
 AC8449.The horizontal coordinates were scaled from a topographic map and have
 AC8449.an estimated accuracy of +/- 6 seconds.
 AC8449
 AC8449.The orthometric height was determined by differential leveling
 AC8449.and adjusted by the National Geodetic Survey in December 1997..
 AC8449
 AC8449.The geoid height was determined by GEOID03.
 AC8449
 AC8449.The dynamic height is computed by dividing the NAVD 88
 AC8449.geopotential number by the normal gravity value computed on the
 AC8449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8449.degrees latitude (g = 980.6199 gals.).
 AC8449
 AC8449.The modeled gravity was interpolated from observed gravity values.
 AC8449
 AC8449;                    North         East    Units  Estimated Accuracy
 AC8449;SPC TX S     - 5,223,510.      431,040.      MT  (+/- 180 meters Scaled)
 AC8449
 AC8449                          SUPERSEDED SURVEY CONTROL
 AC8449
 AC8449.No superseded survey control is available for this station.
 AC8449
 AC8449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR803628(NAD 83)
 AC8449_MARKER: DV = VERTICAL CONTROL DISK
 AC8449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8449_SP_SET: BRIDGE ABUTMENT
 AC8449_STAMPING: R 1518 1996
 AC8449_MARK LOGO: NGS   
 AC8449_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8449+STABILITY: POSITION/ELEVATION WELL
 AC8449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8449+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8449
 AC8449  HISTORY     - Date     Condition        Report By
 AC8449  HISTORY     - 1996     MONUMENTED       NGS
 AC8449
 AC8449                          STATION DESCRIPTION
 AC8449
 AC8449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8449'19.6 KM (12.15 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY
 AC8449'361 FROM THE POST OFFICE IN PORT ARANSAS, IN TOP OF AND 0.9 M (3.0 FT)
 AC8449'WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY
 AC8449'BRIDGE, 8.1 M (26.6 FT) EAST OF THE HIGHWAY CENTER, 1.8 M (5.9 FT)
 AC8449'SOUTHWEST OF THE NORTH END OF THE EAST BRIDGE RAIL, 0.7 M (2.3 FT)
 AC8449'WEST OF A WITNESS POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 AC8449'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8417 ***********************************************************************
 AC8417  DESIGNATION -  R 1519
 AC8417  PID         -  AC8417
 AC8417  STATE/COUNTY-  TX/SAN PATRICIO
 AC8417  USGS QUAD   -  GREGORY (1975)
 AC8417
 AC8417                         *CURRENT SURVEY CONTROL
 AC8417  ___________________________________________________________________
 AC8417* NAD 83(1986)-  27 53 50.     (N)    097 18 29.     (W)     SCALED    
 AC8417* NAVD 88     -        16.820  (meters)      55.18   (feet)  ADJUSTED  
 AC8417  ___________________________________________________________________
 AC8417  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AC8417  DYNAMIC HT  -          16.794 (meters)      55.10  (feet)  COMP
 AC8417  MODELED GRAV-     979,136.1   (mgal)                       NAVD 88
 AC8417
 AC8417  VERT ORDER  -  FIRST     CLASS II
 AC8417
 AC8417.The horizontal coordinates were scaled from a topographic map and have
 AC8417.an estimated accuracy of +/- 6 seconds.
 AC8417
 AC8417.The orthometric height was determined by differential leveling
 AC8417.and adjusted by the National Geodetic Survey in December 1997..
 AC8417
 AC8417.The geoid height was determined by GEOID03.
 AC8417
 AC8417.The dynamic height is computed by dividing the NAVD 88
 AC8417.geopotential number by the normal gravity value computed on the
 AC8417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8417.degrees latitude (g = 980.6199 gals.).
 AC8417
 AC8417.The modeled gravity was interpolated from observed gravity values.
 AC8417
 AC8417;                    North         East    Units  Estimated Accuracy
 AC8417;SPC TX S     - 5,247,690.      417,350.      MT  (+/- 180 meters Scaled)
 AC8417
 AC8417                          SUPERSEDED SURVEY CONTROL
 AC8417
 AC8417.No superseded survey control is available for this station.
 AC8417
 AC8417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR665869(NAD 83)
 AC8417_MARKER: DV = VERTICAL CONTROL DISK
 AC8417_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8417_SP_SET: OVERPASS ABUTMENT
 AC8417_STAMPING: R 1519 1997
 AC8417_MARK LOGO: NGS   
 AC8417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8417+STABILITY: POSITION/ELEVATION WELL
 AC8417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8417+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8417
 AC8417  HISTORY     - Date     Condition        Report By
 AC8417  HISTORY     - 1997     MONUMENTED       NGS
 AC8417
 AC8417                          STATION DESCRIPTION
 AC8417
 AC8417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8417'3.3 KM (2.05 MI) SOUTHWESTERLY ALONG GREGORY STREET AND U.S.  HIGHWAY
 AC8417'181 FROM THE POST OFFICE IN GREGORY, IN TOP OF AND 1.1 M (3.6 FT)
 AC8417'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 AC8417'THE HIGHWAY OVERPASS OF FARM ROAD 3239, 6.2 M (20.3 FT) SOUTHEAST OF
 AC8417'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0
 AC8417'FT) NORTHWEST OF THE NORTHWEST EDGE OF A BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0115 ***********************************************************************
 CS0115  DESIGNATION -  R 152
 CS0115  PID         -  CS0115
 CS0115  STATE/COUNTY-  TX/KAUFMAN
 CS0115  USGS QUAD   -  KAUFMAN (1963)
 CS0115
 CS0115                         *CURRENT SURVEY CONTROL
 CS0115  ___________________________________________________________________
 CS0115* NAD 83(1986)-  32 36 51.     (N)    096 17 36.     (W)     SCALED    
 CS0115* NAVD 88     -       124.226  (meters)     407.56   (feet)  ADJUSTED  
 CS0115  ___________________________________________________________________
 CS0115  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0115  DYNAMIC HT  -         124.087 (meters)     407.11  (feet)  COMP
 CS0115  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 CS0115
 CS0115  VERT ORDER  -  SECOND    CLASS 0
 CS0115
 CS0115.The horizontal coordinates were scaled from a topographic map and have
 CS0115.an estimated accuracy of +/- 6 seconds.
 CS0115
 CS0115.The orthometric height was determined by differential leveling
 CS0115.and adjusted by the National Geodetic Survey in June 1991..
 CS0115
 CS0115.The geoid height was determined by GEOID03.
 CS0115
 CS0115.The dynamic height is computed by dividing the NAVD 88
 CS0115.geopotential number by the normal gravity value computed on the
 CS0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0115.degrees latitude (g = 980.6199 gals.).
 CS0115
 CS0115.The modeled gravity was interpolated from observed gravity values.
 CS0115
 CS0115;                    North         East    Units  Estimated Accuracy
 CS0115;SPC TXNC     - 2,107,240.      807,080.      MT  (+/- 180 meters Scaled)
 CS0115
 CS0115                          SUPERSEDED SURVEY CONTROL
 CS0115
 CS0115  NGVD 29 (??/??/92)  124.228  (m)          407.57   (f) ADJ UNCH    2 0
 CS0115
 CS0115.Superseded values are not recommended for survey control.
 CS0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0115.See file dsdata.txt to determine how the superseded data were derived.
 CS0115
 CS0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB539117(NAD 83)
 CS0115_MARKER: DB = BENCH MARK DISK
 CS0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0115_STAMPING: R 152 1933
 CS0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0115+STABILITY: SURFACE MOTION
 CS0115
 CS0115  HISTORY     - Date     Condition        Report By
 CS0115  HISTORY     - 1933     MONUMENTED       CGS
 CS0115  HISTORY     - 1959     GOOD             NGS
 CS0115
 CS0115                          STATION DESCRIPTION
 CS0115
 CS0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0115'1.9 MI N FROM KAUFMAN.
 CS0115'1.9 MILES NORTH OF, ALONG TEXAS AND NEW ORLEANS RR 8 FEET NORTH OF 7TH
 CS0115'POST NORTH OF MILEPOST 32.  200 YARDS SOUTH OF RURAL DIRT ROAD
 CS0115'CROSSING TRACK AND CATTLE GUARD NO. 32 C.  35 FEET WEST OF TRACK C.L.
 CS0115'TABLET SET IN TOP OF CONCRETE POST.
 CS0115
 CS0115                          STATION RECOVERY (1959)
 CS0115
 CS0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CS0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8515 ***********************************************************************
 AC8515  DESIGNATION -  R 1520
 AC8515  PID         -  AC8515
 AC8515  STATE/COUNTY-  TX/NUECES
 AC8515  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8515
 AC8515                         *CURRENT SURVEY CONTROL
 AC8515  ___________________________________________________________________
 AC8515* NAD 83(1986)-  27 38 10.     (N)    097 14 28.     (W)     SCALED    
 AC8515* NAVD 88     -         1.556  (meters)       5.11   (feet)  ADJUSTED  
 AC8515  ___________________________________________________________________
 AC8515  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AC8515  DYNAMIC HT  -           1.554 (meters)       5.10  (feet)  COMP
 AC8515  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AC8515
 AC8515  VERT ORDER  -  FIRST     CLASS II
 AC8515
 AC8515.The horizontal coordinates were scaled from a topographic map and have
 AC8515.an estimated accuracy of +/- 6 seconds.
 AC8515
 AC8515.The orthometric height was determined by differential leveling
 AC8515.and adjusted by the National Geodetic Survey in December 1997..
 AC8515
 AC8515.The geoid height was determined by GEOID03.
 AC8515
 AC8515.The dynamic height is computed by dividing the NAVD 88
 AC8515.geopotential number by the normal gravity value computed on the
 AC8515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8515.degrees latitude (g = 980.6199 gals.).
 AC8515
 AC8515.The modeled gravity was interpolated from observed gravity values.
 AC8515
 AC8515;                    North         East    Units  Estimated Accuracy
 AC8515;SPC TX S     - 5,218,820.      424,230.      MT  (+/- 180 meters Scaled)
 AC8515
 AC8515                          SUPERSEDED SURVEY CONTROL
 AC8515
 AC8515.No superseded survey control is available for this station.
 AC8515
 AC8515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR735581(NAD 83)
 AC8515_MARKER: DV = VERTICAL CONTROL DISK
 AC8515_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8515_SP_SET: PIER
 AC8515_STAMPING: R 1520 1997
 AC8515_MARK LOGO: NGS   
 AC8515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8515+STABILITY: POSITION/ELEVATION WELL
 AC8515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8515+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8515
 AC8515  HISTORY     - Date     Condition        Report By
 AC8515  HISTORY     - 1997     MONUMENTED       NGS
 AC8515
 AC8515                          STATION DESCRIPTION
 AC8515
 AC8515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8515'15.8 KM (9.80 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8515'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 5.7 KM (3.55 MI)
 AC8515'EASTERLY ALONG PARK ROAD 22, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG
 AC8515'THE INTRACOASTAL WATERWAY TURN-A-ROUND, IN TOP OF AND 1.5 M (4.9 FT)
 AC8515'SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE PILE CAP OF THE 3RD
 AC8515'PIER WEST OF THE WATERS EDGE OF THE HIGHWAY BRIDGE SPANNING THE
 AC8515'INTRACOASTAL WATERWAY, 12.7 M (41.7 FT) SOUTHWEST OF THE CENTER OF AN
 AC8515'ABANDONED HIGHWAY, 5.6 M (18.4 FT) NORTHEAST OF THE HIGHWAY CENTER,
 AC8515'0.7 M (2.3 FT) ABOVE THE GROUND SURFACE, 0.3 M (1.0 FT) NORTHWEST OF
 AC8515'THE SOUTHEAST END OF THE PIER, AND 0.3 M (1.0 FT) SOUTH OF THE
 AC8515'NORTHEAST COLUMN OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0568 ***********************************************************************
 DM0568  DESIGNATION -  R 154
 DM0568  PID         -  DM0568
 DM0568  STATE/COUNTY-  TX/LAMAR
 DM0568  USGS QUAD   -  PARIS (1984)
 DM0568
 DM0568                         *CURRENT SURVEY CONTROL
 DM0568  ___________________________________________________________________
 DM0568* NAD 83(1986)-  33 39 41.     (N)    095 33 14.     (W)     SCALED    
 DM0568* NAVD 88     -       183.492  (meters)     602.01   (feet)  ADJUSTED  
 DM0568  ___________________________________________________________________
 DM0568  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DM0568  DYNAMIC HT  -         183.300 (meters)     601.38  (feet)  COMP
 DM0568  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 DM0568
 DM0568  VERT ORDER  -  SECOND    CLASS 0
 DM0568
 DM0568.The horizontal coordinates were scaled from a topographic map and have
 DM0568.an estimated accuracy of +/- 6 seconds.
 DM0568
 DM0568.The orthometric height was determined by differential leveling
 DM0568.and adjusted by the National Geodetic Survey in June 1991..
 DM0568
 DM0568.The geoid height was determined by GEOID03.
 DM0568
 DM0568.The dynamic height is computed by dividing the NAVD 88
 DM0568.geopotential number by the normal gravity value computed on the
 DM0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0568.degrees latitude (g = 980.6199 gals.).
 DM0568
 DM0568.The modeled gravity was interpolated from observed gravity values.
 DM0568
 DM0568;                    North         East    Units  Estimated Accuracy
 DM0568;SPC TXNC     - 2,225,030.      873,200.      MT  (+/- 180 meters Scaled)
 DM0568
 DM0568                          SUPERSEDED SURVEY CONTROL
 DM0568
 DM0568  NGVD 29 (??/??/92)  183.471  (m)          601.94   (f) ADJ UNCH    2 0
 DM0568
 DM0568.Superseded values are not recommended for survey control.
 DM0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0568.See file dsdata.txt to determine how the superseded data were derived.
 DM0568
 DM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT631275(NAD 83)
 DM0568_MARKER: DB = BENCH MARK DISK
 DM0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0568_SP_SET: BUILDING
 DM0568_STAMPING: R 154 1933
 DM0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0568
 DM0568  HISTORY     - Date     Condition        Report By
 DM0568  HISTORY     - 1933     MONUMENTED       CGS
 DM0568  HISTORY     - 1952     GOOD             NGS
 DM0568  HISTORY     - 19950608 GOOD             USPSQD
 DM0568
 DM0568                          STATION DESCRIPTION
 DM0568
 DM0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0568'IN PARIS.
 DM0568'IN TOWN OF PARIS, AT POST OFFICE, AT INTERSECTION OF 23RD. STREET AND
 DM0568'LAMAR AVE., 16 YARDS WEST OF THE 23RD. STREET ENTRANCE, 2 FEET SOUTH
 DM0568'OF POST OFFICE WALL, 5 FEET EAST OF SOUTHWEST CORNER OF BUILDING.
 DM0568'TABLET CEMENTED ON TOP OF MASONERY WINDOW WELL.  NOTE-- CORRECT NAME
 DM0568'OF STREET IS BONHAM ST INSTEAD OF SOUTH 23RD ST.
 DM0568
 DM0568                          STATION RECOVERY (1952)
 DM0568
 DM0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DM0568'RECOVERED IN GOOD CONDITION.
 DM0568
 DM0568                          STATION RECOVERY (1995)
 DM0568
 DM0568'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0453 ***********************************************************************
 DM0453  DESIGNATION -  R 155 RESET 1961
 DM0453  PID         -  DM0453
 DM0453  STATE/COUNTY-  TX/RED RIVER
 DM0453  USGS QUAD   -  BOGATA (1964)
 DM0453
 DM0453                         *CURRENT SURVEY CONTROL
 DM0453  ___________________________________________________________________
 DM0453* NAD 83(1986)-  33 26 56.     (N)    095 11 31.     (W)     SCALED    
 DM0453* NAVD 88     -       114.64   (meters)     376.1    (feet)  RESET     
 DM0453  ___________________________________________________________________
 DM0453  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0453
 DM0453  VERT ORDER  -  THIRD
 DM0453
 DM0453.The horizontal coordinates were scaled from a topographic map and have
 DM0453.an estimated accuracy of +/- 6 seconds.
 DM0453
 DM0453.The orthometric height was computed from unverified reset data.
 DM0453
 DM0453.The geoid height was determined by GEOID03.
 DM0453
 DM0453;                    North         East    Units  Estimated Accuracy
 DM0453;SPC TXNC     - 2,202,470.      907,490.      MT  (+/- 180 meters Scaled)
 DM0453
 DM0453                          SUPERSEDED SURVEY CONTROL
 DM0453
 DM0453.No superseded survey control is available for this station.
 DM0453
 DM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT962032(NAD 83)
 DM0453_MARKER: DB = BENCH MARK DISK
 DM0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0453_STAMPING: R 155 RESET 1961
 DM0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0453+STABILITY: SURFACE MOTION
 DM0453
 DM0453  HISTORY     - Date     Condition        Report By
 DM0453  HISTORY     - 1961     MONUMENTED       CGS
 DM0453
 DM0453                          STATION DESCRIPTION
 DM0453
 DM0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DM0453'1.9 MI SE FROM BOGATA.
 DM0453'ABOUT 1.9 MILES SOUTHEAST FROM THE SITE OF THE OLD DEPOT, ALONG U.S.
 DM0453'HIGHWAY NO. 271 IN BOGATA, TO A SMALL LANE TO THE RIGHT AND A SMALL
 DM0453'FARM COTTAGE ON THE NORTH SIDE OF THE LANE AND THE MARK ON THE LEFT OF
 DM0453'THE LANE.  THE MARK IS 2 FEET SOUTHEAST OF THE SOUTHEAST FENCE LINE OF
 DM0453'THE LANE, AND ACROSS THE LANE FROM A SMALL COTTAGE, 20 FEET WEST OF A
 DM0453'TELEGRAPH POLE WHICH IS IN THE SOUTHWEST RIGHT-OF-WAY LINE OF THE OLD
 DM0453'RAILROAD WHICH HAS BEEN ABANDONED AND ABOUT 100 FEET SOUTHWEST OF THE
 DM0453'HIGHWAY.  A STANDARD DISK STAMPED R 155 RESET 1961 IN A CONCRETE POST
 DM0453'WHICH PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3491 ***********************************************************************
 AI3491  DESIGNATION -  R 156 RESET
 AI3491  PID         -  AI3491
 AI3491  STATE/COUNTY-  TX/CAMP
 AI3491  USGS QUAD   -  PITTSBURG (1960)
 AI3491
 AI3491                         *CURRENT SURVEY CONTROL
 AI3491  ___________________________________________________________________
 AI3491* NAD 83(1986)-  32 59 41.     (N)    094 57 58.     (W)     SCALED    
 AI3491* NAVD 88     -       121.48   (meters)     398.6    (feet)  RESET     
 AI3491  ___________________________________________________________________
 AI3491  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AI3491
 AI3491  VERT ORDER  -  THIRD
 AI3491
 AI3491.The horizontal coordinates were scaled from a topographic map and have
 AI3491.an estimated accuracy of +/- 6 seconds.
 AI3491
 AI3491.The orthometric height was computed from unverified reset data.
 AI3491.No vertical observational check was made to the station.
 AI3491
 AI3491.The geoid height was determined by GEOID03.
 AI3491
 AI3491;                    North         East    Units  Estimated Accuracy
 AI3491;SPC TXNC     - 2,152,820.      930,170.      MT  (+/- 180 meters Scaled)
 AI3491
 AI3491                          SUPERSEDED SURVEY CONTROL
 AI3491
 AI3491.No superseded survey control is available for this station.
 AI3491
 AI3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS163524(NAD 83)
 AI3491_MARKER: DB = BENCH MARK DISK
 AI3491_SETTING: 0 = UNSPECIFIED SETTING
 AI3491_STAMPING: R 156 RESET 1966
 AI3491_MARK LOGO: CGS   
 AI3491_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3491
 AI3491  HISTORY     - Date     Condition        Report By
 AI3491  HISTORY     - 1966     MONUMENTED       CGS
 AI3491
 AI3491                          STATION DESCRIPTION
 AI3491
 AI3491'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WWM)
 AI3491'AT PITTSBURG, AT THE POST OFFICE, 6 INCHES NORTH OF WEST SIDE OF MAIN
 AI3491'ENTRANCE AND 45 1/2 INCHES WEST OF THE CENTER OF THE MAIN ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0178 ***********************************************************************
 DM0178  DESIGNATION -  R 157
 DM0178  PID         -  DM0178
 DM0178  STATE/COUNTY-  TX/BOWIE
 DM0178  USGS QUAD   -  CORLEY (1970)
 DM0178
 DM0178                         *CURRENT SURVEY CONTROL
 DM0178  ___________________________________________________________________
 DM0178* NAD 83(1986)-  33 19 34.     (N)    094 23 35.     (W)     SCALED    
 DM0178* NAVD 88     -        92.092  (meters)     302.14   (feet)  ADJUSTED  
 DM0178  ___________________________________________________________________
 DM0178  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0178  DYNAMIC HT  -          91.993 (meters)     301.81  (feet)  COMP
 DM0178  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 DM0178
 DM0178  VERT ORDER  -  SECOND    CLASS 0
 DM0178
 DM0178.The horizontal coordinates were scaled from a topographic map and have
 DM0178.an estimated accuracy of +/- 6 seconds.
 DM0178
 DM0178.The orthometric height was determined by differential leveling
 DM0178.and adjusted by the National Geodetic Survey in June 1991..
 DM0178
 DM0178.The geoid height was determined by GEOID03.
 DM0178
 DM0178.The dynamic height is computed by dividing the NAVD 88
 DM0178.geopotential number by the normal gravity value computed on the
 DM0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0178.degrees latitude (g = 980.6199 gals.).
 DM0178
 DM0178.The modeled gravity was interpolated from observed gravity values.
 DM0178
 DM0178;                    North         East    Units  Estimated Accuracy
 DM0178;SPC TXNC     - 2,191,490.      982,250.      MT  (+/- 180 meters Scaled)
 DM0178
 DM0178                          SUPERSEDED SURVEY CONTROL
 DM0178
 DM0178  NGVD 29 (??/??/92)   92.106  (m)          302.18   (f) ADJ UNCH    2 0
 DM0178
 DM0178.Superseded values are not recommended for survey control.
 DM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0178.See file dsdata.txt to determine how the superseded data were derived.
 DM0178
 DM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS703883(NAD 83)
 DM0178_MARKER: DB = BENCH MARK DISK
 DM0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0178_SP_SET: CULVERT
 DM0178_STAMPING: R 157 1934
 DM0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0178
 DM0178  HISTORY     - Date     Condition        Report By
 DM0178  HISTORY     - 1934     MONUMENTED       CGS
 DM0178  HISTORY     - 1935     GOOD             NGS
 DM0178  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0178
 DM0178                          STATION DESCRIPTION
 DM0178
 DM0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0178'3.0 MI W FROM MAUD.
 DM0178'3.0 MILES WEST OF, ALONG ST.L.-S.W.RY.  ABOUT 300 FEET SOUTH OF RR
 DM0178'STATION AT CORLEY.  BETWEEN 5TH AND 6TH TELEGRAPH POLE WEST OF
 DM0178'MILEPOST 440.  JUST WEST OF INTERSECTION OF STATE HIGHWAY 8 TO NEW
 DM0178'BOSTON WITH U.S. 67.  81 FEET NORTH OF MAIN LINE TRACK C.L.  17.5 FEET
 DM0178'SOUTH OF HIGHWAY U.S. 67 CENTER LINE.  AT SOUTH END OF HIGHWAY
 DM0178'CULVERT.  TABLET CEMENTED IN TOP OF CONCRETE HEADWALL.
 DM0178
 DM0178                          STATION RECOVERY (1935)
 DM0178
 DM0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0178'RECOVERED IN GOOD CONDITION.
 DM0178
 DM0178                          STATION RECOVERY (1997)
 DM0178
 DM0178'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0228 ***********************************************************************
 DM0228  DESIGNATION -  R 158
 DM0228  PID         -  DM0228
 DM0228  STATE/COUNTY-  TX/CASS
 DM0228  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM0228
 DM0228                         *CURRENT SURVEY CONTROL
 DM0228  ___________________________________________________________________
 DM0228* NAD 83(1986)-  33 01 11.     (N)    094 11 56.     (W)     SCALED    
 DM0228* NAVD 88     -        92.461  (meters)     303.35   (feet)  ADJUSTED  
 DM0228  ___________________________________________________________________
 DM0228  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DM0228  DYNAMIC HT  -          92.360 (meters)     303.02  (feet)  COMP
 DM0228  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 DM0228
 DM0228  VERT ORDER  -  SECOND    CLASS 0
 DM0228
 DM0228.The horizontal coordinates were scaled from a topographic map and have
 DM0228.an estimated accuracy of +/- 6 seconds.
 DM0228
 DM0228.The orthometric height was determined by differential leveling
 DM0228.and adjusted by the National Geodetic Survey in June 1991..
 DM0228
 DM0228.The geoid height was determined by GEOID03.
 DM0228
 DM0228.The dynamic height is computed by dividing the NAVD 88
 DM0228.geopotential number by the normal gravity value computed on the
 DM0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0228.degrees latitude (g = 980.6199 gals.).
 DM0228
 DM0228.The modeled gravity was interpolated from observed gravity values.
 DM0228
 DM0228;                    North         East    Units  Estimated Accuracy
 DM0228;SPC TXNC     - 2,158,260.    1,001,700.      MT  (+/- 180 meters Scaled)
 DM0228
 DM0228                          SUPERSEDED SURVEY CONTROL
 DM0228
 DM0228  NGVD 29 (??/??/92)   92.496  (m)          303.46   (f) ADJ UNCH    2 0
 DM0228
 DM0228.Superseded values are not recommended for survey control.
 DM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0228.See file dsdata.txt to determine how the superseded data were derived.
 DM0228
 DM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS880541(NAD 83)
 DM0228_MARKER: DB = BENCH MARK DISK
 DM0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0228_STAMPING: 303.464 R 158 1934
 DM0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0228+STABILITY: SURFACE MOTION
 DM0228
 DM0228  HISTORY     - Date     Condition        Report By
 DM0228  HISTORY     - 1934     MONUMENTED       CGS
 DM0228
 DM0228                          STATION DESCRIPTION
 DM0228
 DM0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0228'6.9 MI S FROM ATLANTA.
 DM0228'ABOUT 6.9 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 DM0228'ATLANTA, CASS COUNTY, 69 FEET NORTH OF THE STATION AT BIVINS, AT THE
 DM0228'TENTH POLE NORTH OF MILEPOST 31, ABOUT 10 FEET WEST OF THE TOE OF A
 DM0228'CUT, AND 39 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK.  A
 DM0228'STANDARD DISK, STAMPED 303.464 R 158 1934 AND SET IN THE TOP OF A
 DM0228'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0071 ***********************************************************************
 CR0071  DESIGNATION -  R 159
 CR0071  PID         -  CR0071
 CR0071  STATE/COUNTY-  TX/HARRISON
 CR0071  USGS QUAD   -  MARSHALL WEST (1978)
 CR0071
 CR0071                         *CURRENT SURVEY CONTROL
 CR0071  ___________________________________________________________________
 CR0071* NAD 83(1986)-  32 32 33.     (N)    094 23 43.     (W)     SCALED    
 CR0071* NAVD 88     -       115.811  (meters)     379.96   (feet)  ADJUSTED  
 CR0071  ___________________________________________________________________
 CR0071  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR0071  DYNAMIC HT  -         115.679 (meters)     379.52  (feet)  COMP
 CR0071  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 CR0071
 CR0071  VERT ORDER  -  SECOND    CLASS 0
 CR0071
 CR0071.The horizontal coordinates were scaled from a topographic map and have
 CR0071.an estimated accuracy of +/- 6 seconds.
 CR0071
 CR0071.The orthometric height was determined by differential leveling
 CR0071.and adjusted by the National Geodetic Survey in June 1991..
 CR0071
 CR0071.The geoid height was determined by GEOID03.
 CR0071
 CR0071.The dynamic height is computed by dividing the NAVD 88
 CR0071.geopotential number by the normal gravity value computed on the
 CR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0071.degrees latitude (g = 980.6199 gals.).
 CR0071
 CR0071.The modeled gravity was interpolated from observed gravity values.
 CR0071
 CR0071;                    North         East    Units  Estimated Accuracy
 CR0071;SPC TXNC     - 2,104,650.      985,440.      MT  (+/- 180 meters Scaled)
 CR0071
 CR0071                          SUPERSEDED SURVEY CONTROL
 CR0071
 CR0071  NGVD 29 (??/??/92)  115.846  (m)          380.07   (f) ADJ UNCH    2 0
 CR0071
 CR0071.Superseded values are not recommended for survey control.
 CR0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0071.See file dsdata.txt to determine how the superseded data were derived.
 CR0071
 CR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS689014(NAD 83)
 CR0071_MARKER: DB = BENCH MARK DISK
 CR0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0071_STAMPING: R 159 1934
 CR0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0071+STABILITY: SURFACE MOTION
 CR0071
 CR0071  HISTORY     - Date     Condition        Report By
 CR0071  HISTORY     - 1934     MONUMENTED       CGS
 CR0071  HISTORY     - 1960     MARK NOT FOUND   USGS
 CR0071  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0071  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR0071
 CR0071                          STATION DESCRIPTION
 CR0071
 CR0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0071'1.8 MI W FROM MARSHALL.
 CR0071'1.8 MILES WEST OF RY STATION (MILEPOST 66.7), ALONG TEXAS AND PACIFIC
 CR0071'R.R. TO LONGVIEW.  AT HOUSTON STREET AND TEXAS AND PACIFIC R.R.
 CR0071'CROSSING JUST NORTH OF CENTRAL EAST TEXAS FAIR GROUNDS.  150 YARDS
 CR0071'EAST OF SIGNAL TOWER 68.5.  39 FEET NORTH OF TRACK C.L., IN NORTHEAST
 CR0071'CORNER OF CROSSING.  25 YARDS EAST OF U.S. HIGHWAY TO LONGVIEW
 CR0071'(U.S.80).  4 FEET EAST OF TELEPHONE POST.  10 FEET SOUTH OF RIGHT OF
 CR0071'WAY FENCE.  TABLET SET IN TOP OF CONCRETE POST.
 CR0071
 CR0071                          STATION RECOVERY (1960)
 CR0071
 CR0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CR0071'MARK NOT FOUND.
 CR0071
 CR0071                          STATION RECOVERY (1990)
 CR0071
 CR0071'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CR0071'MARK NOT FOUND.
 CR0071
 CR0071                          STATION RECOVERY (1998)
 CR0071
 CR0071'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0356 ***********************************************************************
 CC0356  DESIGNATION -  R 16
 CC0356  PID         -  CC0356
 CC0356  STATE/COUNTY-  TX/REEVES
 CC0356  USGS QUAD   -  TOYAH (1970)
 CC0356
 CC0356                         *CURRENT SURVEY CONTROL
 CC0356  ___________________________________________________________________
 CC0356* NAD 83(1986)-  31 18 30.     (N)    103 47 51.     (W)     SCALED    
 CC0356* NAVD 88     -       891.741  (meters)    2925.65   (feet)  ADJUSTED  
 CC0356  ___________________________________________________________________
 CC0356  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CC0356  DYNAMIC HT  -         890.424 (meters)    2921.33  (feet)  COMP
 CC0356  MODELED GRAV-     979,133.6   (mgal)                       NAVD 88
 CC0356
 CC0356  VERT ORDER  -  FIRST     CLASS II
 CC0356
 CC0356.The horizontal coordinates were scaled from a topographic map and have
 CC0356.an estimated accuracy of +/- 6 seconds.
 CC0356
 CC0356.The orthometric height was determined by differential leveling
 CC0356.and adjusted by the National Geodetic Survey in June 1991..
 CC0356.WARNING-Repeat measurements at this control monument indicate possible
 CC0356.vertical movement.
 CC0356
 CC0356.The geoid height was determined by GEOID03.
 CC0356
 CC0356.The dynamic height is computed by dividing the NAVD 88
 CC0356.geopotential number by the normal gravity value computed on the
 CC0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0356.degrees latitude (g = 980.6199 gals.).
 CC0356
 CC0356.The modeled gravity was interpolated from observed gravity values.
 CC0356
 CC0356;                    North         East    Units  Estimated Accuracy
 CC0356;SPC TX C     - 3,187,120.      370,310.      MT  (+/- 180 meters Scaled)
 CC0356
 CC0356                          SUPERSEDED SURVEY CONTROL
 CC0356
 CC0356  NGVD 29 (??/??/92)  891.379  (m)         2924.47   (f) ADJ UNCH    1 2
 CC0356
 CC0356.Superseded values are not recommended for survey control.
 CC0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0356.See file dsdata.txt to determine how the superseded data were derived.
 CC0356
 CC0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ144643(NAD 83)
 CC0356_MARKER: B = BOLT
 CC0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0356_SP_SET: FOUNDATION
 CC0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0356
 CC0356  HISTORY     - Date     Condition        Report By
 CC0356  HISTORY     - UNK      MONUMENTED       CGS
 CC0356  HISTORY     - 1956     GOOD             NGS
 CC0356  HISTORY     - 1981     GOOD             NGS
 CC0356
 CC0356                          STATION DESCRIPTION
 CC0356
 CC0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0356'0.5 MI SW FROM TOYAH.
 CC0356'0.5 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0356'STATION AT TOYAH, 22.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CC0356'MAIN TRACK, SET IN THE TOP OF THE NORTH SIDE OF THE CIRCULAR CONCRETE
 CC0356'FOUNDATION OF AN OLD WATER TOWER.
 CC0356
 CC0356                          STATION RECOVERY (1981)
 CC0356
 CC0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0356'IN TOYAH, AT THE WATER TANK, 0.8 KM (0.5 MI) SOUTHEAST OF THE FARM
 CC0356'ROAD 2903 CROSSING OF THE MISSOURI PACIFIC RAILROAD, THE TOP OF A
 CC0356'COPPER BOLT ON THE NORTH SIDE OF A CIRCULAR CONCRETE FOUNDATION OF
 CC0356'AN OLD WATER TOWER, 6.9 METERS (22.6 FT) SOUTHWEST OF THE NEAR RAIL,
 CC0356'5.9 METERS (19.4 FT) NORTH OF THE SOUTHEAST CORNER OF THE SOUTH
 CC0356'ONE OF TWO PIERS ON THE EAST SIDE OF THE TANK, AND 5.0 METERS
 CC0356'(16.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH ONE OF TWO
 CC0356'PIERS ON THE EAST SIDE OF THE TANK.
 CC0356'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0177 ***********************************************************************
 CR0177  DESIGNATION -  R 160
 CR0177  PID         -  CR0177
 CR0177  STATE/COUNTY-  TX/RUSK
 CR0177  USGS QUAD   -  KILGORE SW (1971)
 CR0177
 CR0177                         *CURRENT SURVEY CONTROL
 CR0177  ___________________________________________________________________
 CR0177* NAD 83(1986)-  32 21 15.     (N)    094 55 10.     (W)     SCALED    
 CR0177* NAVD 88     -       111.855  (meters)     366.98   (feet)  ADJUSTED  
 CR0177  ___________________________________________________________________
 CR0177  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0177  DYNAMIC HT  -         111.726 (meters)     366.55  (feet)  COMP
 CR0177  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 CR0177
 CR0177  VERT ORDER  -  SECOND    CLASS 0
 CR0177
 CR0177.The horizontal coordinates were scaled from a topographic map and have
 CR0177.an estimated accuracy of +/- 6 seconds.
 CR0177
 CR0177.The orthometric height was determined by differential leveling
 CR0177.and adjusted by the National Geodetic Survey in June 1991..
 CR0177
 CR0177.The geoid height was determined by GEOID03.
 CR0177
 CR0177.The dynamic height is computed by dividing the NAVD 88
 CR0177.geopotential number by the normal gravity value computed on the
 CR0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0177.degrees latitude (g = 980.6199 gals.).
 CR0177
 CR0177.The modeled gravity was interpolated from observed gravity values.
 CR0177
 CR0177;                    North         East    Units  Estimated Accuracy
 CR0177;SPC TXNC     - 2,081,980.      936,950.      MT  (+/- 180 meters Scaled)
 CR0177
 CR0177                          SUPERSEDED SURVEY CONTROL
 CR0177
 CR0177  NGVD 29 (??/??/92)  111.880  (m)          367.06   (f) ADJ UNCH    2 0
 CR0177
 CR0177.Superseded values are not recommended for survey control.
 CR0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0177.See file dsdata.txt to determine how the superseded data were derived.
 CR0177
 CR0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR193813(NAD 83)
 CR0177_MARKER: DB = BENCH MARK DISK
 CR0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0177_STAMPING: R-160 1934
 CR0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0177+STABILITY: SURFACE MOTION
 CR0177
 CR0177  HISTORY     - Date     Condition        Report By
 CR0177  HISTORY     - 1934     MONUMENTED       CGS
 CR0177  HISTORY     - 1971     MARK NOT FOUND   USGS
 CR0177  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0177
 CR0177                          STATION DESCRIPTION
 CR0177
 CR0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0177'15.7 MI SW FROM LONGVIEW.
 CR0177'15.7 MILES SOUTHWEST OF, ALONG I. AND G.N.R.R.  600 FEET EAST OF ROAD
 CR0177'CROSSING, 90 FEET NORTHWEST OF POLE 65/20, 50 FEET WEST OF DRAINAGE
 CR0177'CREEK, 40 FEET NORTH OF MAIN LINE TRACK AND 8 FEET SOUTH OF RIGHT OF
 CR0177'WAY FENCE.  TABLET SET IN A PRECAST POST STAMPED, R-160, 1934. NOTE--
 CR0177'RR CONSTR. IN AREA.
 CR0177
 CR0177                          STATION RECOVERY (1971)
 CR0177
 CR0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CR0177'MARK NOT FOUND.
 CR0177
 CR0177                          STATION RECOVERY (2004)
 CR0177
 CR0177'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1219 ***********************************************************************
 BY1219  DESIGNATION -  R 161
 BY1219  PID         -  BY1219
 BY1219  STATE/COUNTY-  TX/NACOGDOCHES
 BY1219  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1219
 BY1219                         *CURRENT SURVEY CONTROL
 BY1219  ___________________________________________________________________
 BY1219* NAD 83(1986)-  31 34 19.     (N)    094 39 28.     (W)     SCALED    
 BY1219* NAVD 88     -        76.83   (+/-2cm)     252.1    (feet)  VERTCON   
 BY1219  ___________________________________________________________________
 BY1219  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1219
 BY1219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1219
 BY1219.The horizontal coordinates were scaled from a topographic map and have
 BY1219.an estimated accuracy of +/- 6 seconds.
 BY1219
 BY1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1219.The vertical order pertains to the NGVD 29 superseded value.
 BY1219
 BY1219.The geoid height was determined by GEOID03.
 BY1219
 BY1219;                    North         East    Units  Estimated Accuracy
 BY1219;SPC TX C     - 3,224,950.    1,238,510.      MT  (+/- 180 meters Scaled)
 BY1219
 BY1219                          SUPERSEDED SURVEY CONTROL
 BY1219
 BY1219  NGVD 29 (??/??/92)   76.932  (m)          252.40   (f) ADJ UNCH    2 0
 BY1219
 BY1219.Superseded values are not recommended for survey control.
 BY1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1219.See file dsdata.txt to determine how the superseded data were derived.
 BY1219
 BY1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ426941(NAD 83)
 BY1219_MARKER: DB = BENCH MARK DISK
 BY1219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1219_SP_SET: CULVERT
 BY1219_STAMPING: 252.536 R 161 1934
 BY1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1219
 BY1219  HISTORY     - Date     Condition        Report By
 BY1219  HISTORY     - 1934     MONUMENTED       CGS
 BY1219  HISTORY     - 1935     GOOD             NGS
 BY1219  HISTORY     - 19980919 GOOD             USPSQD
 BY1219
 BY1219                          STATION DESCRIPTION
 BY1219
 BY1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BY1219'2.3 MI S FROM NACOGDOCHES.
 BY1219'2.3 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BY1219'NACOGDOCHES, NACOGDOCHES COUNTY, 180 FEET SOUTH OF MILEPOST 136, 30
 BY1219'FEET EAST OF A ROAD, 10 FEET WEST OF THE TRACK, AT CULVERT 135 D, AND
 BY1219'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL.  A STANDARD
 BY1219'DISK, STAMPED 252.536 R 161 1934.
 BY1219
 BY1219                          STATION RECOVERY (1998)
 BY1219
 BY1219'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0516 ***********************************************************************
 CR0516  DESIGNATION -  R 162
 CR0516  PID         -  CR0516
 CR0516  STATE/COUNTY-  TX/HENDERSON
 CR0516  USGS QUAD   -  LA RUE (1984)
 CR0516
 CR0516                         *CURRENT SURVEY CONTROL
 CR0516  ___________________________________________________________________
 CR0516* NAD 83(1986)-  32 06 58.     (N)    095 40 28.     (W)     SCALED    
 CR0516* NAVD 88     -       144.742  (meters)     474.87   (feet)  ADJUSTED  
 CR0516  ___________________________________________________________________
 CR0516  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CR0516  DYNAMIC HT  -         144.571 (meters)     474.31  (feet)  COMP
 CR0516  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 CR0516
 CR0516  VERT ORDER  -  SECOND    CLASS 0
 CR0516
 CR0516.The horizontal coordinates were scaled from a topographic map and have
 CR0516.an estimated accuracy of +/- 6 seconds.
 CR0516
 CR0516.The orthometric height was determined by differential leveling
 CR0516.and adjusted by the National Geodetic Survey in June 1991..
 CR0516
 CR0516.The geoid height was determined by GEOID03.
 CR0516
 CR0516.The dynamic height is computed by dividing the NAVD 88
 CR0516.geopotential number by the normal gravity value computed on the
 CR0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0516.degrees latitude (g = 980.6199 gals.).
 CR0516
 CR0516.The modeled gravity was interpolated from observed gravity values.
 CR0516
 CR0516;                    North         East    Units  Estimated Accuracy
 CR0516;SPC TXNC     - 2,053,430.      866,630.      MT  (+/- 180 meters Scaled)
 CR0516
 CR0516                          SUPERSEDED SURVEY CONTROL
 CR0516
 CR0516  NGVD 29 (??/??/92)  144.758  (m)          474.93   (f) ADJ UNCH    2 0
 CR0516
 CR0516.Superseded values are not recommended for survey control.
 CR0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0516.See file dsdata.txt to determine how the superseded data were derived.
 CR0516
 CR0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR476564(NAD 83)
 CR0516_MARKER: DB = BENCH MARK DISK
 CR0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0516_STAMPING: R-162 1934
 CR0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0516+STABILITY: SURFACE MOTION
 CR0516
 CR0516  HISTORY     - Date     Condition        Report By
 CR0516  HISTORY     - 1934     MONUMENTED       CGS
 CR0516  HISTORY     - 1978     MARK NOT FOUND   USGS
 CR0516
 CR0516                          STATION DESCRIPTION
 CR0516
 CR0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0516'13.2 MI SE FROM ATHENS.
 CR0516'13.2 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  IN STATION YARD EAST
 CR0516'OF STATION AT LARUE, 153 FEET SOUTHEAST OF ROAD CROSSING, 25 FEET
 CR0516'NORTHEAST OF MAIN LINE TRACK, 23 FEET SOUTHEAST OF EAST END OF THE
 CR0516'STATION AND 1/2 FOOT NORTH OF STATION PROPERTY LINE.  TABLET SET IN A
 CR0516'PRECASTED POST STAMPED, R-162, 1934.
 CR0516
 CR0516                          STATION RECOVERY (1978)
 CR0516
 CR0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0529 ***********************************************************************
 BL0529  DESIGNATION -  R 163
 BL0529  PID         -  BL0529
 BL0529  STATE/COUNTY-  TX/POLK
 BL0529  USGS QUAD   -  CORRIGAN (1984)
 BL0529
 BL0529                         *CURRENT SURVEY CONTROL
 BL0529  ___________________________________________________________________
 BL0529* NAD 83(1986)-  30 56 41.     (N)    094 49 40.     (W)     SCALED    
 BL0529* NAVD 88     -        91.84   (+/-2cm)     301.3    (feet)  VERTCON   
 BL0529  ___________________________________________________________________
 BL0529  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0529
 BL0529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0529
 BL0529.The horizontal coordinates were scaled from a topographic map and have
 BL0529.an estimated accuracy of +/- 6 seconds.
 BL0529
 BL0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0529.The vertical order pertains to the NGVD 29 superseded value.
 BL0529
 BL0529.The geoid height was determined by GEOID03.
 BL0529
 BL0529;                    North         East    Units  Estimated Accuracy
 BL0529;SPC TX C     - 3,154,690.    1,225,830.      MT  (+/- 180 meters Scaled)
 BL0529
 BL0529                          SUPERSEDED SURVEY CONTROL
 BL0529
 BL0529  NGVD 29 (??/??/92)   91.851  (m)          301.35   (f) ADJ UNCH    2 0
 BL0529
 BL0529.Superseded values are not recommended for survey control.
 BL0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0529.See file dsdata.txt to determine how the superseded data were derived.
 BL0529
 BL0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ253249(NAD 83)
 BL0529_MARKER: DB = BENCH MARK DISK
 BL0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0529_STAMPING: R 163 1934 301.463
 BL0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0529+STABILITY: SURFACE MOTION
 BL0529
 BL0529  HISTORY     - Date     Condition        Report By
 BL0529  HISTORY     - 1934     MONUMENTED       CGS
 BL0529  HISTORY     - 1949     GOOD             NGS
 BL0529  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0529
 BL0529                          STATION DESCRIPTION
 BL0529
 BL0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0529'1.7 MI N FROM MOSCOW.
 BL0529'1.7 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BL0529'STATION AT MOSCOW, ABOUT MIDWAY BETWEEN THE 6TH. AND 7TH. POLES NORTH
 BL0529'OF MILEPOST NO. 89, AT A ROAD CROSSING, 69.3 FEET EAST OF THE EAST
 BL0529'RAIL OF THE TRACK, 14.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BL0529'35.0 FEET NORTHEAST OF POLE NO. 1787, 3.2 FEET WEST OF THE EAST
 BL0529'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BL0529'FOOT ABOVE THE GROUND.
 BL0529
 BL0529                          STATION RECOVERY (1997)
 BL0529
 BL0529'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0048 ***********************************************************************
 BL0048  DESIGNATION -  R 165
 BL0048  PID         -  BL0048
 BL0048  STATE/COUNTY-  TX/TYLER
 BL0048  USGS QUAD   -  TOWN BLUFF (1984)
 BL0048
 BL0048                         *CURRENT SURVEY CONTROL
 BL0048  ___________________________________________________________________
 BL0048* NAD 83(1986)-  30 47 16.     (N)    094 12 33.     (W)     SCALED    
 BL0048* NAVD 88     -        62.50   (+/-2cm)     205.1    (feet)  VERTCON   
 BL0048  ___________________________________________________________________
 BL0048  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BL0048
 BL0048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0048
 BL0048.The horizontal coordinates were scaled from a topographic map and have
 BL0048.an estimated accuracy of +/- 6 seconds.
 BL0048
 BL0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0048.The vertical order pertains to the NGVD 29 superseded value.
 BL0048
 BL0048.The geoid height was determined by GEOID03.
 BL0048
 BL0048;                    North         East    Units  Estimated Accuracy
 BL0048;SPC TX C     - 3,140,410.    1,285,810.      MT  (+/- 180 meters Scaled)
 BL0048
 BL0048                          SUPERSEDED SURVEY CONTROL
 BL0048
 BL0048  NGVD 29 (??/??/92)   62.50   (m)          205.1    (f) COMPUTED    2 0
 BL0048
 BL0048.Superseded values are not recommended for survey control.
 BL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0048.See file dsdata.txt to determine how the superseded data were derived.
 BL0048
 BL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ843067(NAD 83)
 BL0048_MARKER: DB = BENCH MARK DISK
 BL0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0048_STAMPING: R 165 1934
 BL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0048+STABILITY: SURFACE MOTION
 BL0048
 BL0048  HISTORY     - Date     Condition        Report By
 BL0048  HISTORY     - 1934     MONUMENTED       CGS
 BL0048  HISTORY     - 1949     GOOD             NGS
 BL0048  HISTORY     - 1955     MARK NOT FOUND   USGS
 BL0048
 BL0048                          STATION DESCRIPTION
 BL0048
 BL0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0048'1.7 MI W FROM TOWN BLUFF.
 BL0048'1.7 MILES WEST ALONG OLD STATE HIGHWAY 45 FROM ITS JUNCTION WITH FARM
 BL0048'ROAD 92 AT TOWN BLUFF, 0.15 MILE EAST OF A WOODEN BRIDGE, 140 FEET
 BL0048'WEST OF THE CENTER OF A ROAD CROSSING, 31 FEET NORTH OF THE CENTER
 BL0048'LINE OF THE ROAD, 11 FEET EAST OF A TELEPHONE POLE, 0.7 FOOT WEST OF A
 BL0048'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BL0048'FOOT ABOVE THE GROUND.
 BL0048
 BL0048                          STATION RECOVERY (1955)
 BL0048
 BL0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BL0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1321 ***********************************************************************
 BL1321  DESIGNATION -  R 166
 BL1321  PID         -  BL1321
 BL1321  STATE/COUNTY-  TX/LIBERTY
 BL1321  USGS QUAD   -  WESTCOTT (1976)
 BL1321
 BL1321                         *CURRENT SURVEY CONTROL
 BL1321  ___________________________________________________________________
 BL1321* NAD 83(1986)-  30 23 29.     (N)    095 03 38.     (W)     SCALED    
 BL1321* NAVD 88     -        49.42   (+/-2cm)     162.1    (feet)  VERTCON   
 BL1321  ___________________________________________________________________
 BL1321  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1321
 BL1321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1321
 BL1321.The horizontal coordinates were scaled from a topographic map and have
 BL1321.an estimated accuracy of +/- 6 seconds.
 BL1321
 BL1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1321.The vertical order pertains to the NGVD 29 superseded value.
 BL1321
 BL1321.The geoid height was determined by GEOID03.
 BL1321
 BL1321;                    North         East    Units  Estimated Accuracy
 BL1321;SPC TX C     - 3,092,350.    1,206,520.      MT  (+/- 180 meters Scaled)
 BL1321
 BL1321                          SUPERSEDED SURVEY CONTROL
 BL1321
 BL1321  NGVD 29 (??/??/92)   49.427  (m)          162.16   (f) ADJ UNCH    2 0
 BL1321
 BL1321.Superseded values are not recommended for survey control.
 BL1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1321.See file dsdata.txt to determine how the superseded data were derived.
 BL1321
 BL1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP020639(NAD 83)
 BL1321_MARKER: DB = BENCH MARK DISK
 BL1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1321_STAMPING: R 166 1934
 BL1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1321+STABILITY: SURFACE MOTION
 BL1321
 BL1321  HISTORY     - Date     Condition        Report By
 BL1321  HISTORY     - 1934     MONUMENTED       CGS
 BL1321  HISTORY     - 1947     GOOD             NGS
 BL1321
 BL1321                          STATION DESCRIPTION
 BL1321
 BL1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1321'3.8 MI N FROM CLEVELAND.
 BL1321'3.8 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL1321'STATION AT CLEVELAND, 63.0 FEET EAST OF THE CENTER LINE OF U.S.
 BL1321'HIGHWAY 59, 47.5 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1321'RAILROAD, 10.2 FEET WEST OF MILEPOST 47, 1.0 FOOT NORTH OF A WITNESS
 BL1321'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 BL1321'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0467 ***********************************************************************
 BL0467  DESIGNATION -  R 167
 BL0467  PID         -  BL0467
 BL0467  STATE/COUNTY-  TX/LIBERTY
 BL0467  USGS QUAD   -  HARDIN (1984)
 BL0467
 BL0467                         *CURRENT SURVEY CONTROL
 BL0467  ___________________________________________________________________
 BL0467* NAD 83(1986)-  30 09 01.     (N)    094 44 06.     (W)     SCALED    
 BL0467* NAVD 88     -        24.55   (+/-2cm)      80.5    (feet)  VERTCON   
 BL0467  ___________________________________________________________________
 BL0467  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0467
 BL0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0467
 BL0467.The horizontal coordinates were scaled from a topographic map and have
 BL0467.an estimated accuracy of +/- 6 seconds.
 BL0467
 BL0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0467.The vertical order pertains to the NGVD 29 superseded value.
 BL0467
 BL0467.The geoid height was determined by GEOID03.
 BL0467
 BL0467;                    North         East    Units  Estimated Accuracy
 BL0467;SPC TX C     - 3,067,180.    1,239,110.      MT  (+/- 180 meters Scaled)
 BL0467
 BL0467                          SUPERSEDED SURVEY CONTROL
 BL0467
 BL0467  NGVD 29 (??/??/92)   24.558  (m)           80.57   (f) ADJ UNCH    2 0
 BL0467
 BL0467.Superseded values are not recommended for survey control.
 BL0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0467.See file dsdata.txt to determine how the superseded data were derived.
 BL0467
 BL0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP329367(NAD 83)
 BL0467_MARKER: DB = BENCH MARK DISK
 BL0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0467_STAMPING: 80.702 R 167 1934
 BL0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0467+STABILITY: SURFACE MOTION
 BL0467
 BL0467  HISTORY     - Date     Condition        Report By
 BL0467  HISTORY     - 1934     MONUMENTED       CGS
 BL0467  HISTORY     - 1938     GOOD             NGS
 BL0467  HISTORY     - 1964     GOOD             NGS
 BL0467  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL0467
 BL0467                          STATION DESCRIPTION
 BL0467
 BL0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BL0467'7.9 MI N FROM LIBERTY.
 BL0467'7.9 MILES NORTH ALONG STATE HIGHWAY 146 (OLD LOCATION) FROM LIBERTY,
 BL0467'LIBERTY COUNTY, AT HARDIN, 190 FEET NORTH OF THE BEAUMONT, SOUR LAKE
 BL0467'AND WESTERN RAILWAY TRACK, 27 FEET EAST OF THE CENTERLINE OF THE
 BL0467'HIGHWAY, AND 4 FEET NORTH OF THE SOUTHWEST CORNER OF THE PROPERTY OF
 BL0467'J.M. NEAL.  A STANDARD DISK, STAMPED 80.702 R 167 1934 AND SET IN THE
 BL0467'TOP OF A CONCRETE POST.
 BL0467
 BL0467                          STATION RECOVERY (1964)
 BL0467
 BL0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BL0467'RECOVERED IN GOOD CONDITION.
 BL0467
 BL0467                          STATION RECOVERY (2005)
 BL0467
 BL0467'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0528 ***********************************************************************
 CD0528  DESIGNATION -  R 17
 CD0528  PID         -  CD0528
 CD0528  STATE/COUNTY-  TX/HUDSPETH
 CD0528  USGS QUAD   -  ALLAMOORE (1964)
 CD0528
 CD0528                         *CURRENT SURVEY CONTROL
 CD0528  ___________________________________________________________________
 CD0528* NAD 83(1986)-  31 05 37.     (N)    105 04 03.     (W)     SCALED    
 CD0528* NAVD 88     -      1359.384  (meters)    4459.91   (feet)  ADJUSTED  
 CD0528  ___________________________________________________________________
 CD0528  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CD0528  DYNAMIC HT  -        1357.229 (meters)    4452.84  (feet)  COMP
 CD0528  MODELED GRAV-     979,007.7   (mgal)                       NAVD 88
 CD0528
 CD0528  VERT ORDER  -  FIRST     CLASS II
 CD0528
 CD0528.The horizontal coordinates were scaled from a topographic map and have
 CD0528.an estimated accuracy of +/- 6 seconds.
 CD0528
 CD0528.The orthometric height was determined by differential leveling
 CD0528.and adjusted by the National Geodetic Survey in June 1991..
 CD0528.WARNING-Repeat measurements at this control monument indicate possible
 CD0528.vertical movement.
 CD0528
 CD0528.The geoid height was determined by GEOID03.
 CD0528
 CD0528.The dynamic height is computed by dividing the NAVD 88
 CD0528.geopotential number by the normal gravity value computed on the
 CD0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0528.degrees latitude (g = 980.6199 gals.).
 CD0528
 CD0528.The modeled gravity was interpolated from observed gravity values.
 CD0528
 CD0528;                    North         East    Units  Estimated Accuracy
 CD0528;SPC TX C     - 3,167,790.      248,500.      MT  (+/- 180 meters Scaled)
 CD0528
 CD0528                          SUPERSEDED SURVEY CONTROL
 CD0528
 CD0528  NGVD 29 (??/??/92) 1358.817  (m)         4458.05   (f) ADJ UNCH    1 2
 CD0528
 CD0528.Superseded values are not recommended for survey control.
 CD0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0528.See file dsdata.txt to determine how the superseded data were derived.
 CD0528
 CD0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ935399(NAD 83)
 CD0528_MARKER: P = PIPE CAP
 CD0528_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0528_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0528_STAMPING: R 17 ELEV 4458.147 FT
 CD0528_PROJECTION: PROJECTING 60 CENTIMETERS
 CD0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0528
 CD0528  HISTORY     - Date     Condition        Report By
 CD0528  HISTORY     - UNK      MONUMENTED       CGS
 CD0528  HISTORY     - 1956     GOOD             NGS
 CD0528  HISTORY     - 1981     GOOD             NGS
 CD0528
 CD0528                          STATION DESCRIPTION
 CD0528
 CD0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0528'4.0 MI W FROM ALLAMORE.
 CD0528'4.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0528'FOREMANS HOUSE AT ALLAMORE, 82 FEET NORTHEAST OF TRESTLE 750.4, 152
 CD0528'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 39 FEET NORTH OF THE
 CD0528'NORTH RAIL, 8.5 FEET SOUTH OF A FENCE, SCREWED ON THE TOP OF A 3 1/2
 CD0528'INCH IRON PIPE WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
 CD0528
 CD0528                          STATION RECOVERY (1981)
 CD0528
 CD0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0528'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0528'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI)
 CD0528'NORTH ALONG A PAVED ROAD TURNING TO GRAVELED, THENCE 6.4 KM (4.0 MI)
 CD0528'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, 0.5 KM (0.3 MI)
 CD0528'NORTHWEST OF MILEPOST 750, 0.2 KM (0.1 MI) NORTHWEST OF RAILROAD
 CD0528'SIGNAL NUMBER 750.2, 46.3 METERS (152.0 FT) NORTH OF THE CENTERLINE
 CD0528'OF A FRONTAGE ROAD, 25.0 METERS (82.0 FT) NORTHEAST OF THE NORTHEAST
 CD0528'CORNER OF RAILROAD TRESSEL NUMBER 750.4 AND 11.9 METERS (39.0 FT)
 CD0528'NORTH OF THE NEAR RAIL.
 CD0528'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CD0528'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1357 ***********************************************************************
 AW1357  DESIGNATION -  R 171 RESET 1956
 AW1357  PID         -  AW1357
 AW1357  STATE/COUNTY-  TX/GALVESTON
 AW1357  USGS QUAD   -  FLAKE (1994)
 AW1357
 AW1357                         *CURRENT SURVEY CONTROL
 AW1357  ___________________________________________________________________
 AW1357* NAD 83(1986)-  29 27 40.     (N)    094 37 58.     (W)     SCALED    
 AW1357* NAVD 88     -         1.59   (+/-2cm)       5.2    (feet)  VERTCON   
 AW1357  ___________________________________________________________________
 AW1357  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1357
 AW1357  VERT ORDER  -  THIRD (See Below)
 AW1357
 AW1357.The horizontal coordinates were scaled from a topographic map and have
 AW1357.an estimated accuracy of +/- 6 seconds.
 AW1357
 AW1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1357.The vertical order pertains to the NGVD 29 superseded value.
 AW1357
 AW1357.The geoid height was determined by GEOID03.
 AW1357
 AW1357;                    North         East    Units  Estimated Accuracy
 AW1357;SPC TXSC     - 4,188,310.    1,023,480.      MT  (+/- 180 meters Scaled)
 AW1357
 AW1357                          SUPERSEDED SURVEY CONTROL
 AW1357
 AW1357  NGVD 29 (??/??/??)    1.59   (m)            5.2    (f) RESET       3  
 AW1357
 AW1357.Superseded values are not recommended for survey control.
 AW1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1357.See file dsdata.txt to determine how the superseded data were derived.
 AW1357
 AW1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN416601(NAD 83)
 AW1357_MARKER: DB = BENCH MARK DISK
 AW1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1357_STAMPING: R 171 RESET 1956
 AW1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1357+STABILITY: SURFACE MOTION
 AW1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1357+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1357
 AW1357  HISTORY     - Date     Condition        Report By
 AW1357  HISTORY     - 1956     MONUMENTED       CGS
 AW1357  HISTORY     - 1958     GOOD             NGS
 AW1357  HISTORY     - 1977     GOOD             NGS
 AW1357  HISTORY     - 1978     GOOD             NGS
 AW1357  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1357  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW1357  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 AW1357  HISTORY     - 20020708 MARK NOT FOUND   USPSQD
 AW1357  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 AW1357  HISTORY     - 20041023 GOOD             USPSQD
 AW1357
 AW1357                          STATION DESCRIPTION
 AW1357
 AW1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1357'9.5 MI SW FROM GILCHRIST.
 AW1357'ABOUT 9.5 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1357'AT GILCHRIST, 61 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AW1357'ABOUT 0.3 MILE SOUTHWEST OF A RADAR TOWER, 75 YARDS SOUTHWEST OF THE
 AW1357'CENTER LINE OF A SHELL ROAD LEADING WEST, 1 FOOT NORTHWEST OF A FENCE,
 AW1357'1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 AW1357'OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW1357'GROUND.
 AW1357
 AW1357                          STATION RECOVERY (1977)
 AW1357
 AW1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1357'RECOVERED IN GOOD CONDITION.
 AW1357
 AW1357                          STATION RECOVERY (1978)
 AW1357
 AW1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1357'ADD=186 FEET WEST AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER
 AW1357'75 335.
 AW1357'DELETE=1 FOOT NORTHWEST OF A FENCE.
 AW1357
 AW1357                          STATION RECOVERY (1989)
 AW1357
 AW1357'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW1357'MARK NOT FOUND.
 AW1357
 AW1357                          STATION RECOVERY (1999)
 AW1357
 AW1357'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1357'MARK NOT FOUND.
 AW1357
 AW1357                          STATION RECOVERY (2001)
 AW1357
 AW1357'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1357'MARK NOT FOUND.
 AW1357
 AW1357                          STATION RECOVERY (2002)
 AW1357
 AW1357'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1357'MARK NOT FOUND.
 AW1357
 AW1357                          STATION RECOVERY (2003)
 AW1357
 AW1357'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1357'MARK NOT FOUND.
 AW1357
 AW1357                          STATION RECOVERY (2004)
 AW1357
 AW1357'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2767 ***********************************************************************
 AW2767  DESIGNATION -  R 172
 AW2767  PID         -  AW2767
 AW2767  STATE/COUNTY-  TX/CHAMBERS
 AW2767  USGS QUAD   -  MONROE CITY (1994)
 AW2767
 AW2767                         *CURRENT SURVEY CONTROL
 AW2767  ___________________________________________________________________
 AW2767* NAD 83(1986)-  29 47 26.     (N)    094 30 43.     (W)     SCALED    
 AW2767* NAVD 88     -         7.28   (+/-2cm)      23.9    (feet)  VERTCON   
 AW2767  ___________________________________________________________________
 AW2767  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2767
 AW2767  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2767
 AW2767.The horizontal coordinates were scaled from a topographic map and have
 AW2767.an estimated accuracy of +/- 6 seconds.
 AW2767
 AW2767.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2767.The vertical order pertains to the NGVD 29 superseded value.
 AW2767
 AW2767.The geoid height was determined by GEOID03.
 AW2767
 AW2767;                    North         East    Units  Estimated Accuracy
 AW2767;SPC TXSC     - 4,225,240.    1,033,790.      MT  (+/- 180 meters Scaled)
 AW2767
 AW2767                          SUPERSEDED SURVEY CONTROL
 AW2767
 AW2767  NGVD 29 (??/??/92)    7.284  (m)           23.90   (f) ADJ UNCH    1 2
 AW2767
 AW2767.Superseded values are not recommended for survey control.
 AW2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2767.See file dsdata.txt to determine how the superseded data were derived.
 AW2767
 AW2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN538965(NAD 83)
 AW2767_MARKER: DB = BENCH MARK DISK
 AW2767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2767_SP_SET: CULVERT
 AW2767_STAMPING: R 172 1936 ELEV 24.429 FT
 AW2767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2767+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2767
 AW2767  HISTORY     - Date     Condition        Report By
 AW2767  HISTORY     - 1936     MONUMENTED       CGS
 AW2767  HISTORY     - 1959     GOOD             NGS
 AW2767  HISTORY     - 1990     GOOD             USPSQD
 AW2767  HISTORY     - 19961014 GOOD             USPSQD
 AW2767  HISTORY     - 20010331 GOOD             NGS
 AW2767  HISTORY     - 20040220 GOOD             USPSQD
 AW2767  HISTORY     - 20060120 GOOD             USPSQD
 AW2767
 AW2767                          STATION DESCRIPTION
 AW2767
 AW2767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2767'4.7 MI E FROM MONROE CITY.
 AW2767'ABOUT 4.7 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POSTOFFICE AT
 AW2767'MONROE CITY, ABOUT 0.2 MILE EAST OF A DRAINAGE DITCH, 12 FEET NORTH OF
 AW2767'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE WEST END OF THE
 AW2767'NORTH HEAD WALL OF A 6-CHANNEL CULVERT, AND ABOUT 1 FOOT ABOVE THE
 AW2767'HIGHWAY.
 AW2767
 AW2767                          STATION RECOVERY (1990)
 AW2767
 AW2767'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW2767'RECOVERED IN GOOD CONDITION.
 AW2767
 AW2767                          STATION RECOVERY (1996)
 AW2767
 AW2767'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2767'RECOVERED IN GOOD CONDITION.
 AW2767
 AW2767                          STATION RECOVERY (2001)
 AW2767
 AW2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2767'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2767
 AW2767                          STATION RECOVERY (2004)
 AW2767
 AW2767'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2767'RECOVERED IN GOOD CONDITION.
 AW2767
 AW2767                          STATION RECOVERY (2006)
 AW2767
 AW2767'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2767'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0878 ***********************************************************************
 AW0878  DESIGNATION -  R 174
 AW0878  PID         -  AW0878
 AW0878  STATE/COUNTY-  TX/HARRIS
 AW0878  USGS QUAD   -  SETTEGAST (1995)
 AW0878
 AW0878                         *CURRENT SURVEY CONTROL
 AW0878  ___________________________________________________________________
 AW0878* NAD 83(1986)-  29 45 13.     (N)    095 18 13.     (W)     SCALED    
 AW0878* NAVD 88     -        10.269  (meters)      33.69   (feet)  ADJUSTED  
 AW0878  ___________________________________________________________________
 AW0878  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW0878  DYNAMIC HT  -          10.255 (meters)      33.64  (feet)  COMP
 AW0878  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 AW0878
 AW0878  VERT ORDER  -  FIRST     CLASS II
 AW0878
 AW0878.The horizontal coordinates were scaled from a topographic map and have
 AW0878.an estimated accuracy of +/- 6 seconds.
 AW0878
 AW0878.The orthometric height was determined by differential leveling
 AW0878.and adjusted by the National Geodetic Survey in June 1991..
 AW0878
 AW0878.The geoid height was determined by GEOID03.
 AW0878
 AW0878.The dynamic height is computed by dividing the NAVD 88
 AW0878.geopotential number by the normal gravity value computed on the
 AW0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0878.degrees latitude (g = 980.6199 gals.).
 AW0878
 AW0878.The modeled gravity was interpolated from observed gravity values.
 AW0878
 AW0878;                    North         East    Units  Estimated Accuracy
 AW0878;SPC TXSC     - 4,218,470.      957,430.      MT  (+/- 180 meters Scaled)
 AW0878
 AW0878                          SUPERSEDED SURVEY CONTROL
 AW0878
 AW0878  NGVD 29 (12/23/87)   10.266  (m)           33.68   (f) ADJUSTED    1 2
 AW0878
 AW0878.Superseded values are not recommended for survey control.
 AW0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0878.See file dsdata.txt to determine how the superseded data were derived.
 AW0878
 AW0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN772937(NAD 83)
 AW0878_MARKER: DB = BENCH MARK DISK
 AW0878_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0878_SP_SET: BRIDGE ABUTMENT
 AW0878_STAMPING: R 174 1936 38.396
 AW0878_MARK LOGO: CGS   
 AW0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0878+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 AW0878
 AW0878  HISTORY     - Date     Condition        Report By
 AW0878  HISTORY     - 1936     MONUMENTED       CGS
 AW0878  HISTORY     - 1973     GOOD             NGS
 AW0878  HISTORY     - 1978     GOOD             NGS
 AW0878  HISTORY     - 1986     GOOD             NGS
 AW0878  HISTORY     - 1987     GOOD             USPSQD
 AW0878  HISTORY     - 1987     GOOD             USPSQD
 AW0878  HISTORY     - 1987     GOOD             USPSQD
 AW0878  HISTORY     - 1988     GOOD             USPSQD
 AW0878  HISTORY     - 1989     GOOD             USPSQD
 AW0878  HISTORY     - 19910902 GOOD             USPSQD
 AW0878  HISTORY     - 20040707 GOOD             USPSQD
 AW0878  HISTORY     - 20050721 GOOD             USPSQD
 AW0878
 AW0878                          STATION DESCRIPTION
 AW0878
 AW0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0878'IN HOUSTON.
 AW0878'AT HOUSTON, ABOUT 0.55 MILE NORTH ALONG HOUSTON BELT TERMINAL RAILROAD
 AW0878'FROM THE REED TOOL CO. BUILDING ON NAVIGATION BLVD., ABOUT 4 FEET EAST
 AW0878'OF THE EAST RAIL, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 AW0878'ABUTMENT OF A STEEL BRIDGE OVER BUFFALO BAYOU, AND 1 FOOT BELOW THE
 AW0878'LEVEL OF THE RAILS.
 AW0878
 AW0878                          STATION RECOVERY (1978)
 AW0878
 AW0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0878'RECOVERED IN GOOD CONDITION.
 AW0878
 AW0878                          STATION RECOVERY (1986)
 AW0878
 AW0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0878'RECOVERED IN GOOD CONDITION.
 AW0878
 AW0878                          STATION RECOVERY (1987)
 AW0878
 AW0878'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0878'RECOVERED IN GOOD CONDITION.
 AW0878
 AW0878                          STATION RECOVERY (1987)
 AW0878
 AW0878'RECOVERY NOTE BY US POWER SQUADRON 1987 (GLB)
 AW0878'RECOVERED IN GOOD CONDITION.
 AW0878
 AW0878                          STATION RECOVERY (1987)
 AW0878
 AW0878'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0878'RECOVERED IN GOOD CONDITION.
 AW0878
 AW0878                          STATION RECOVERY (1988)
 AW0878
 AW0878'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0878'RECOVERED IN GOOD CONDITION.
 AW0878
 AW0878                          STATION RECOVERY (1989)
 AW0878
 AW0878'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0878'RECOVERED IN GOOD CONDITION.
 AW0878
 AW0878                          STATION RECOVERY (1991)
 AW0878
 AW0878'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW0878'RECOVERED IN GOOD CONDITION.
 AW0878
 AW0878                          STATION RECOVERY (2004)
 AW0878
 AW0878'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0878'RECOVERED IN GOOD CONDITION.
 AW0878
 AW0878                          STATION RECOVERY (2005)
 AW0878
 AW0878'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1520 ***********************************************************************
 AN1520  SACS        -  This is a Secondary Airport Control Station.
 AN1520  DESIGNATION -  R 175
 AN1520  PID         -  AN1520
 AN1520  STATE/COUNTY-  TX/SAN PATRICIO
 AN1520  USGS QUAD   -  SINTON WEST (1979)
 AN1520
 AN1520                         *CURRENT SURVEY CONTROL
 AN1520  ___________________________________________________________________
 AN1520* NAD 83(1993)-  28 02 39.00229(N)    097 32 40.30879(W)     ADJUSTED  
 AN1520* NAVD 88     -        14.548  (meters)      47.73   (feet)  ADJUSTED  
 AN1520  ___________________________________________________________________
 AN1520  X           -    -739,648.079 (meters)                     COMP
 AN1520  Y           -  -5,584,641.635 (meters)                     COMP
 AN1520  Z           -   2,980,820.242 (meters)                     COMP
 AN1520  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AN1520  ELLIP HEIGHT-         -12.41  (meters)          (10/23/00) GPS OBS
 AN1520  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1520  DYNAMIC HT  -          14.526 (meters)      47.66  (feet)  COMP
 AN1520  MODELED GRAV-     979,132.9   (mgal)                       NAVD 88
 AN1520
 AN1520  HORZ ORDER  -  FIRST
 AN1520  VERT ORDER  -  FIRST     CLASS II
 AN1520  ELLP ORDER  -  FOURTH    CLASS II
 AN1520
 AN1520.This mark is at San Patricio Co (T69) Airport (T69)
 AN1520
 AN1520.The horizontal coordinates were established by GPS observations
 AN1520.and adjusted by the National Geodetic Survey in February 1996..
 AN1520
 AN1520.The orthometric height was determined by differential leveling
 AN1520.and adjusted by the National Geodetic Survey in June 1991..
 AN1520.WARNING-GPS observations at this control monument resulted in a GPS
 AN1520.derived orthometric height which differed from the leveled height by
 AN1520.more than one decimeter (0.1 meter).
 AN1520
 AN1520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN1520
 AN1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1520
 AN1520.The ellipsoidal height was determined by GPS observations
 AN1520.and is referenced to NAD 83.
 AN1520
 AN1520.The geoid height was determined by GEOID03.
 AN1520
 AN1520.The dynamic height is computed by dividing the NAVD 88
 AN1520.geopotential number by the normal gravity value computed on the
 AN1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1520.degrees latitude (g = 980.6199 gals.).
 AN1520
 AN1520.The modeled gravity was interpolated from observed gravity values.
 AN1520
 AN1520;                    North         East     Units Scale Factor Converg.
 AN1520;SPC TX S     - 5,263,777.820   393,948.200   MT  1.00006017   +0 26 01.6
 AN1520;SPC TX S     -17,269,577.73  1,292,478.39   sFT  1.00006017   +0 26 01.6
 AN1520;UTM  14      - 3,102,949.412   643,055.716   MT  0.99985259   +0 41 03.9
 AN1520
 AN1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1520!SPC TX S     -   1.00000195  x   1.00006017  =   1.00006212
 AN1520!UTM  14      -   1.00000195  x   0.99985259  =   0.99985454
 AN1520
 AN1520|---------------------------------------------------------------------|
 AN1520| PID    Reference Object                     Distance      Geod. Az  |
 AN1520|                                                           dddmmss.s |
 AN1520| AN2409 SINPORT                             306.269 METERS 16812     |
 AN1520|---------------------------------------------------------------------|
 AN1520
 AN1520                          SUPERSEDED SURVEY CONTROL
 AN1520
 AN1520  ELLIP H (02/20/96)  -12.28   (m)                       GP(       ) 1 1
 AN1520  NAD 83(1993)-  28 02 39.00261(N)    097 32 40.30868(W) AD(       ) 1
 AN1520  ELLIP H (10/20/95)  -12.28   (m)                       GP(       ) 1 1
 AN1520  NAVD 88 (10/20/95)   14.55   (m)           47.7    (f) LEVELING    3  
 AN1520  NGVD 29 (??/??/92)   14.72   (m)           48.3    (f) COMPUTED    1 2
 AN1520
 AN1520.Superseded values are not recommended for survey control.
 AN1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1520.See file dsdata.txt to determine how the superseded data were derived.
 AN1520
 AN1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4305602949(NAD 83)
 AN1520_MARKER: DB = BENCH MARK DISK
 AN1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1520_STAMPING: R 175 1950
 AN1520_MARK LOGO: CGS   
 AN1520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AN1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1520+STABILITY: SURFACE MOTION
 AN1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1520+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AN1520
 AN1520  HISTORY     - Date     Condition        Report By
 AN1520  HISTORY     - 1950     MONUMENTED       CGS
 AN1520  HISTORY     - 1989     GOOD             USPSQD
 AN1520  HISTORY     - 19950501 GOOD             NGS
 AN1520  HISTORY     - 19950501 GOOD             NGS
 AN1520  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1520
 AN1520                          STATION DESCRIPTION
 AN1520
 AN1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN1520'1.9 MI NW FROM SINTON.
 AN1520'0.15 MILE WEST ALONG U.S. HIGHWAYS 77 AND 181 FROM THE COURTHOUSE AT
 AN1520'SINTON, THENCE 1.75 MILES NORTHWEST ALONG FARM ROAD 630, AT THE
 AN1520'COMMUNITY AIRPORT, 22 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE, 41
 AN1520'FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 14 FEET EAST OF THE
 AN1520'SOUTHEAST CORNER OF A CATTLE GUARD, 5.6 FEET SOUTH OF A FENCE POST, 5
 AN1520'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AN1520'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AN1520
 AN1520                          STATION RECOVERY (1989)
 AN1520
 AN1520'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AN1520'RECOVERED IN GOOD CONDITION.
 AN1520
 AN1520                          STATION RECOVERY (1995)
 AN1520
 AN1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AN1520'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTHWEST OF CORPUS
 AN1520'CHRISTI, 1.25 MI (2.01 KM) WEST OF SINTON AND NEAR THE SINTON-SAN
 AN1520'PATRICIO COUNTY AIRPORT.  OWNERSHIP--COUNTY OF SAN PATRICIO, MANAGER
 AN1520'ROBERT ROBINSON, BOX 428, SINTON, TX 78387.  PHONE (512) 364-3200. TO
 AN1520'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 77 AND FARM ROAD 188
 AN1520'JUST WEST OF SINTON, GO WEST ON FARM ROAD 188 FOR 0.75 MI (1.21 KM) TO
 AN1520'THE AIRPORT ENTRANCE ROAD LEFT, CONTIUE AHEAD AND GO NORTHWEST ON FARM
 AN1520'ROAD 188 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.  THE
 AN1520'STATION PROJECTS 0.1 FT (3.0 CM) ABOVE GROUND LEVEL, 42.2 FT (12.9 M)
 AN1520'SOUTHWEST OF THE ROAD CENTER, 17.5 FT (5.3 M) EAST OF THE EAST CORNER
 AN1520'OF A CATTLE GUARD, 3.0 FT (0.9 M) NORTHWEST OF A WITNESS POST AND 2.0
 AN1520'FT (0.6 M) EAST OF A FENCELINE CORNER POST. DRL.
 AN1520
 AN1520                          STATION RECOVERY (1995)
 AN1520
 AN1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AN1520'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTHWEST OF CORPUS
 AN1520'CHRISTI, 1.25 MI (2.01 KM) WEST OF SINTON AND NEAR THE SINTON-SAN
 AN1520'PATRICIO COUNTY AIRPORT.  OWNERSHIP--COUNTY OF SAN PATRICIO, MANAGER
 AN1520'ROBERT ROBINSON, BOX 428, SINTON, TX 78387.  PHONE (512) 364-3200. TO
 AN1520'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 77 AND FARM ROAD 188
 AN1520'JUST WEST OF SINTON, GO WEST ON FARM ROAD 188 FOR 0.75 MI (1.21 KM) TO
 AN1520'THE AIRPORT ENTRANCE ROAD LEFT, CONTIUE AHEAD AND GO NORTHWEST ON FARM
 AN1520'ROAD 188 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.  THE
 AN1520'STATION PROJECTS 0.1 FT (3.0 CM) ABOVE GROUND LEVEL, 42.2 FT (12.9 M)
 AN1520'SOUTHWEST OF THE ROAD CENTER, 17.5 FT (5.3 M) EAST OF THE EAST CORNER
 AN1520'OF A CATTLE GUARD, 3.0 FT (0.9 M) NORTHWEST OF A WITNESS POST AND 2.0
 AN1520'FT (0.6 M) EAST OF A FENCELINE CORNER POST. DRL.
 AN1520
 AN1520                          STATION RECOVERY (1995)
 AN1520
 AN1520'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0014 ***********************************************************************
 AH0014  DESIGNATION -  R 176
 AH0014  PID         -  AH0014
 AH0014  STATE/COUNTY-  TX/NUECES
 AH0014  USGS QUAD   -  ANNAVILLE (1975)
 AH0014
 AH0014                         *CURRENT SURVEY CONTROL
 AH0014  ___________________________________________________________________
 AH0014* NAD 83(1986)-  27 51 42.     (N)    097 37 00.     (W)     SCALED    
 AH0014* NAVD 88     -        13.994  (meters)      45.91   (feet)  ADJUSTED  
 AH0014  ___________________________________________________________________
 AH0014  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH0014  DYNAMIC HT  -          13.973 (meters)      45.84  (feet)  COMP
 AH0014  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 AH0014
 AH0014  VERT ORDER  -  FIRST     CLASS I
 AH0014
 AH0014.The horizontal coordinates were scaled from a topographic map and have
 AH0014.an estimated accuracy of +/- 6 seconds.
 AH0014
 AH0014.The orthometric height was determined by differential leveling
 AH0014.and adjusted by the National Geodetic Survey in June 1991..
 AH0014.WARNING-Repeat measurements at this control monument indicate possible
 AH0014.vertical movement.
 AH0014
 AH0014.The geoid height was determined by GEOID03.
 AH0014
 AH0014.The dynamic height is computed by dividing the NAVD 88
 AH0014.geopotential number by the normal gravity value computed on the
 AH0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0014.degrees latitude (g = 980.6199 gals.).
 AH0014
 AH0014.The modeled gravity was interpolated from observed gravity values.
 AH0014
 AH0014;                    North         East    Units  Estimated Accuracy
 AH0014;SPC TX S     - 5,243,500.      387,000.      MT  (+/- 180 meters Scaled)
 AH0014
 AH0014                          SUPERSEDED SURVEY CONTROL
 AH0014
 AH0014  NGVD 29 (??/??/92)   14.142  (m)           46.40   (f) ADJ UNCH    1 1
 AH0014
 AH0014.Superseded values are not recommended for survey control.
 AH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0014.See file dsdata.txt to determine how the superseded data were derived.
 AH0014
 AH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR361826(NAD 83)
 AH0014_MARKER: DB = BENCH MARK DISK
 AH0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0014_SP_SET: ABUTMENT
 AH0014_STAMPING: R 176 1950
 AH0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0014
 AH0014  HISTORY     - Date     Condition        Report By
 AH0014  HISTORY     - 1950     MONUMENTED       CGS
 AH0014  HISTORY     - 1978     GOOD             NGS
 AH0014  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0014
 AH0014                          STATION DESCRIPTION
 AH0014
 AH0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0014'0.7 MI S FROM CALALLEN.
 AH0014'0.7 MILE SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0014'FROM THE STATION AT CALALLEN, 21 FEET EAST OF THE EAST RAIL, 1 FOOT
 AH0014'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE
 AH0014'SOUTH ABUTMENT OF AN UNDERPASS UNDER STATE HIGHWAY 9.  NOTE-- NOW THE
 AH0014'SOUTHERN PACIFIC LINES.
 AH0014
 AH0014                          STATION RECOVERY (1978)
 AH0014
 AH0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0014'RECOVERED IN GOOD CONDITION.
 AH0014
 AH0014                          STATION RECOVERY (2001)
 AH0014
 AH0014'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0985 ***********************************************************************
 AB0985  DESIGNATION -  R 177
 AB0985  PID         -  AB0985
 AB0985  STATE/COUNTY-  TX/KENEDY
 AB0985  USGS QUAD   -  RUDOLPH (1982)
 AB0985
 AB0985                         *CURRENT SURVEY CONTROL
 AB0985  ___________________________________________________________________
 AB0985* NAD 83(1986)-  26 38 53.     (N)    097 46 05.     (W)     SCALED    
 AB0985* NAVD 88     -         9.093  (meters)      29.83   (feet)  ADJUSTED  
 AB0985  ___________________________________________________________________
 AB0985  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AB0985  DYNAMIC HT  -           9.078 (meters)      29.78  (feet)  COMP
 AB0985  MODELED GRAV-     979,058.4   (mgal)                       NAVD 88
 AB0985
 AB0985  VERT ORDER  -  FIRST     CLASS II
 AB0985
 AB0985.The horizontal coordinates were scaled from a topographic map and have
 AB0985.an estimated accuracy of +/- 6 seconds.
 AB0985
 AB0985.The orthometric height was determined by differential leveling
 AB0985.and adjusted by the National Geodetic Survey in June 1991..
 AB0985
 AB0985.The geoid height was determined by GEOID03.
 AB0985
 AB0985.The dynamic height is computed by dividing the NAVD 88
 AB0985.geopotential number by the normal gravity value computed on the
 AB0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0985.degrees latitude (g = 980.6199 gals.).
 AB0985
 AB0985.The modeled gravity was interpolated from observed gravity values.
 AB0985
 AB0985;                    North         East    Units  Estimated Accuracy
 AB0985;SPC TX S     - 5,108,940.      372,870.      MT  (+/- 180 meters Scaled)
 AB0985
 AB0985                          SUPERSEDED SURVEY CONTROL
 AB0985
 AB0985.No superseded survey control is available for this station.
 AB0985
 AB0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ226480(NAD 83)
 AB0985_MARKER: DB = BENCH MARK DISK
 AB0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0985_STAMPING: R 177 1951
 AB0985_MARK LOGO: CGS   
 AB0985_PROJECTION: PROJECTING 8 CENTIMETERS
 AB0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0985+STABILITY: SURFACE MOTION
 AB0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0985+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AB0985
 AB0985  HISTORY     - Date     Condition        Report By
 AB0985  HISTORY     - 1951     MONUMENTED       CGS
 AB0985  HISTORY     - 1981     GOOD             NGS
 AB0985  HISTORY     - 1988     GOOD             USPSQD
 AB0985  HISTORY     - 1988     GOOD             USPSQD
 AB0985  HISTORY     - 20040203 GOOD             USPSQD
 AB0985
 AB0985                          STATION DESCRIPTION
 AB0985
 AB0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0985'9.6 MI S FROM NORIAS.
 AB0985'9.6 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0985'FROM THE STATION AT NORIAS, 2 POLES NORTH OF A GATE AND A PRIVATE ROAD
 AB0985'CROSSING, 86 FEET EAST OF AND ACROSS THE TRACK FROM MILEPOST 58, 62
 AB0985'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 46 FEET EAST OF THE
 AB0985'EAST RAIL, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AB0985'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- NOW
 AB0985'THE SOUTHERN PACIFIC LINES.
 AB0985
 AB0985                          STATION RECOVERY (1981)
 AB0985
 AB0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0985'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB0985'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 13.8 KM (8.6 MI) NORTH
 AB0985'ALONG U.S. HIGHWAY 77, 26.2 METERS (86.0 FT) EAST OF AND ACROSS THE
 AB0985'TRACKS FROM MILEPOST 58, 18.8 METERS (62.0 FT) WEST OF THE CENTERLINE
 AB0985'OF THE HIGHWAY, AND 14.0 METERS (46.0 FT) EAST OF THE EAST RAIL OF THE
 AB0985'MISSOURI PACIFIC RAILROAD.
 AB0985'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 AB0985'THE MARK IS 0.6 M BELOW HIGHWAY.
 AB0985
 AB0985                          STATION RECOVERY (1988)
 AB0985
 AB0985'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0985'RECOVERED IN GOOD CONDITION.
 AB0985
 AB0985                          STATION RECOVERY (1988)
 AB0985
 AB0985'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0985'RECOVERED IN GOOD CONDITION.
 AB0985
 AB0985                          STATION RECOVERY (2004)
 AB0985
 AB0985'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0017 ***********************************************************************
 AJ0017  DESIGNATION -  R 178 RESET 1963
 AJ0017  PID         -  AJ0017
 AJ0017  STATE/COUNTY-  TX/JIM WELLS
 AJ0017  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0017
 AJ0017                         *CURRENT SURVEY CONTROL
 AJ0017  ___________________________________________________________________
 AJ0017* NAD 83(1986)-  27 44 47.     (N)    098 05 15.     (W)     SCALED    
 AJ0017* NAVD 88     -        64.34   (meters)     211.1    (feet)  RESET     
 AJ0017  ___________________________________________________________________
 AJ0017  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AJ0017
 AJ0017  VERT ORDER  -  THIRD
 AJ0017
 AJ0017.The horizontal coordinates were scaled from a topographic map and have
 AJ0017.an estimated accuracy of +/- 6 seconds.
 AJ0017
 AJ0017.The orthometric height was computed from unverified reset data.
 AJ0017
 AJ0017.The geoid height was determined by GEOID03.
 AJ0017
 AJ0017;                    North         East    Units  Estimated Accuracy
 AJ0017;SPC TX S     - 5,230,490.      340,670.      MT  (+/- 180 meters Scaled)
 AJ0017
 AJ0017                          SUPERSEDED SURVEY CONTROL
 AJ0017
 AJ0017.No superseded survey control is available for this station.
 AJ0017
 AJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR899694(NAD 83)
 AJ0017_MARKER: DB = BENCH MARK DISK
 AJ0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0017_SP_SET: CULVERT
 AJ0017_STAMPING: R 178 1963
 AJ0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0017
 AJ0017  HISTORY     - Date     Condition        Report By
 AJ0017  HISTORY     - 1963     MONUMENTED       TXHD
 AJ0017  HISTORY     - 1964     GOOD             TXHD
 AJ0017
 AJ0017                          STATION DESCRIPTION
 AJ0017
 AJ0017'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1964
 AJ0017'0.8 MI W FROM ALICE.
 AJ0017'0.8 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE STATION AT
 AJ0017'ALICE, JIM WELLS COUNTY, 0.2 MILE WEST OF THE OVERPASS ON U.S. HIGHWAY
 AJ0017'281, 27.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 34 FEET
 AJ0017'NORTH OF THE CENTERLINE OF STATE HIGHWAY 44 AND 359, 44 FEET WEST OF
 AJ0017'THE CENTERLINE OF NORTH GULF STREET, IN THE NORTHEAST CORNER OF THE
 AJ0017'NORTH HEADWALL OF 3-48 IN. X64.44 R. C. PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0179 ***********************************************************************
 CE0179  DESIGNATION -  R 18
 CE0179  PID         -  CE0179
 CE0179  STATE/COUNTY-  TX/EL PASO
 CE0179  USGS QUAD   -  TORNILLO (1972)
 CE0179
 CE0179                         *CURRENT SURVEY CONTROL
 CE0179  ___________________________________________________________________
 CE0179* NAD 83(1986)-  31 25 08.     (N)    106 01 17.     (W)     SCALED    
 CE0179* NAVD 88     -      1113.574  (meters)    3653.45   (feet)  ADJUSTED  
 CE0179  ___________________________________________________________________
 CE0179  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0179  DYNAMIC HT  -        1111.834 (meters)    3647.74  (feet)  COMP
 CE0179  MODELED GRAV-     979,040.6   (mgal)                       NAVD 88
 CE0179
 CE0179  VERT ORDER  -  FIRST     CLASS II
 CE0179
 CE0179.The horizontal coordinates were scaled from a topographic map and have
 CE0179.an estimated accuracy of +/- 6 seconds.
 CE0179
 CE0179.The orthometric height was determined by differential leveling
 CE0179.and adjusted by the National Geodetic Survey in June 1991..
 CE0179
 CE0179.The geoid height was determined by GEOID03.
 CE0179
 CE0179.The dynamic height is computed by dividing the NAVD 88
 CE0179.geopotential number by the normal gravity value computed on the
 CE0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0179.degrees latitude (g = 980.6199 gals.).
 CE0179
 CE0179.The modeled gravity was interpolated from observed gravity values.
 CE0179
 CE0179;                    North         East    Units  Estimated Accuracy
 CE0179;SPC TX C     - 3,208,070.      159,440.      MT  (+/- 180 meters Scaled)
 CE0179
 CE0179                          SUPERSEDED SURVEY CONTROL
 CE0179
 CE0179  NGVD 29 (??/??/92) 1112.992  (m)         3651.54   (f) ADJ UNCH    1 2
 CE0179
 CE0179.Superseded values are not recommended for survey control.
 CE0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0179.See file dsdata.txt to determine how the superseded data were derived.
 CE0179
 CE0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ029764(NAD 83)
 CE0179_MARKER: Z = SEE DESCRIPTION
 CE0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0179+STABILITY: SURFACE MOTION
 CE0179
 CE0179  HISTORY     - Date     Condition        Report By
 CE0179  HISTORY     - UNK      MONUMENTED       CGS
 CE0179  HISTORY     - 1956     GOOD             NGS
 CE0179
 CE0179                          STATION DESCRIPTION
 CE0179
 CE0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0179'4.25 MI E FROM TORNILLO.
 CE0179'4.25 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0179'STATION AT TORNILLO, 5 RAILS WEST OF THE STATION SIGN AT POLVO, 12
 CE0179'FEET SOUTHEAST OF THE 3RD POLE EAST OF MILEPOST 790, 43 FEET SOUTH OF
 CE0179'THE SOUTH RAIL OF THE MAIN TRACK, 4.6 FEET NORTH OF A FENCE, 1 FOOT
 CE0179'SOUTH OF A WITNESS POST, IN THE TOP OF A LIMESTONE POST WHICH PROJECTS
 CE0179'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0411 ***********************************************************************
 CD0411  DESIGNATION -  R 181
 CD0411  PID         -  CD0411
 CD0411  STATE/COUNTY-  TX/HUDSPETH
 CD0411  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0411
 CD0411                         *CURRENT SURVEY CONTROL
 CD0411  ___________________________________________________________________
 CD0411* NAD 83(1986)-  31 44 49.     (N)    105 13 14.     (W)     SCALED    
 CD0411* NAVD 88     -      1225.306  (meters)    4020.02   (feet)  ADJUSTED  
 CD0411  ___________________________________________________________________
 CD0411  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0411  DYNAMIC HT  -        1223.479 (meters)    4014.03  (feet)  COMP
 CD0411  MODELED GRAV-     979,105.8   (mgal)                       NAVD 88
 CD0411
 CD0411  VERT ORDER  -  FIRST     CLASS II
 CD0411
 CD0411.The horizontal coordinates were scaled from a topographic map and have
 CD0411.an estimated accuracy of +/- 6 seconds.
 CD0411
 CD0411.The orthometric height was determined by differential leveling
 CD0411.and adjusted by the National Geodetic Survey in June 1991..
 CD0411
 CD0411.The geoid height was determined by GEOID03.
 CD0411
 CD0411.The dynamic height is computed by dividing the NAVD 88
 CD0411.geopotential number by the normal gravity value computed on the
 CD0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0411.degrees latitude (g = 980.6199 gals.).
 CD0411
 CD0411.The modeled gravity was interpolated from observed gravity values.
 CD0411
 CD0411;                    North         East    Units  Estimated Accuracy
 CD0411;SPC TX C     - 3,240,790.      237,090.      MT  (+/- 180 meters Scaled)
 CD0411
 CD0411                          SUPERSEDED SURVEY CONTROL
 CD0411
 CD0411  NGVD 29 (??/??/92) 1224.79   (m)         4018.3    (f) COMPUTED    1 2
 CD0411
 CD0411.Superseded values are not recommended for survey control.
 CD0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0411.See file dsdata.txt to determine how the superseded data were derived.
 CD0411
 CD0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR791124(NAD 83)
 CD0411_MARKER: DB = BENCH MARK DISK
 CD0411_SETTING: 66 = SET IN ROCK OUTCROP
 CD0411_SP_SET: OUTCROP
 CD0411_STAMPING: R 181 1933
 CD0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0411+STABILITY: POSITION/ELEVATION WELL
 CD0411
 CD0411  HISTORY     - Date     Condition        Report By
 CD0411  HISTORY     - 1933     MONUMENTED       CGS
 CD0411  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0411  HISTORY     - 1976     GOOD             NGS
 CD0411  HISTORY     - 1977     MARK NOT FOUND   NGS
 CD0411
 CD0411                          STATION DESCRIPTION
 CD0411
 CD0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0411'78.0 MI E FROM EL PASO.
 CD0411'0.9 MILE EAST OF A CATTLEGUARD, 225 FEET EAST OF AN IRON CULVERT, IN A
 CD0411'DITCH, 22 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP
 CD0411'OF A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED R 181 1933. NOTE--
 CD0411'IT IS BELIEVED TO HAVE BEEN DESTROYED IN THE WIDENING OF THE HIGHWAY.
 CD0411'70.9 MILES EAST OF THE JUNCTION OF LOOP 16.
 CD0411
 CD0411                          STATION RECOVERY (1976)
 CD0411
 CD0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0411'RECOVERED IN GOOD CONDITION.
 CD0411
 CD0411                          STATION RECOVERY (1977)
 CD0411
 CD0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0411'NOT RECOVERED THIS DATE, REPORTED AS NOT RECOVERED IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0191 ***********************************************************************
 CV0191  DESIGNATION -  R 182
 CV0191  PID         -  CV0191
 CV0191  STATE/COUNTY-  TX/GAINES
 CV0191  USGS QUAD   -  PAYNES CORNER NW (1971)
 CV0191
 CV0191                         *CURRENT SURVEY CONTROL
 CV0191  ___________________________________________________________________
 CV0191* NAD 83(1993)-  32 43 31.55344(N)    102 53 16.40795(W)     ADJUSTED  
 CV0191* NAVD 88     -      1064.006  (meters)    3490.83   (feet)  ADJUSTED  
 CV0191  ___________________________________________________________________
 CV0191  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 CV0191  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 CV0191  DYNAMIC HT  -        1062.576 (meters)    3486.13  (feet)  COMP
 CV0191  MODELED GRAV-     979,257.1   (mgal)                       NAVD 88
 CV0191
 CV0191  HORZ ORDER  -  FIRST
 CV0191  VERT ORDER  -  FIRST     CLASS II
 CV0191
 CV0191.The horizontal coordinates were established by classical geodetic methods
 CV0191.and adjusted by the National Geodetic Survey in February 1996..
 CV0191
 CV0191.The orthometric height was determined by differential leveling
 CV0191.and adjusted by the National Geodetic Survey in June 1991..
 CV0191
 CV0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0191
 CV0191.The geoid height was determined by GEOID03.
 CV0191
 CV0191.The dynamic height is computed by dividing the NAVD 88
 CV0191.geopotential number by the normal gravity value computed on the
 CV0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0191.degrees latitude (g = 980.6199 gals.).
 CV0191
 CV0191.The modeled gravity was interpolated from observed gravity values.
 CV0191
 CV0191;                    North         East     Units Scale Factor Converg.
 CV0191;SPC TXNC     - 2,125,994.358   188,837.422   MT  0.99988873   -2 23 35.3
 CV0191;SPC TXNC     - 6,975,033.16    619,544.11   sFT  0.99988873   -2 23 35.3
 CV0191;UTM  13      - 3,622,821.742   697,932.037   MT  1.00008310   +1 08 31.9
 CV0191
 CV0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0191!SPC TXNC     -   0.99983641  x   0.99988873  =   0.99972516
 CV0191!UTM  13      -   0.99983641  x   1.00008310  =   0.99991950
 CV0191
 CV0191|---------------------------------------------------------------------|
 CV0191| PID    Reference Object                     Distance      Geod. Az  |
 CV0191|                                                           dddmmss.s |
 CV0191| CH7954 R 182 RM 1 RESET                                   03046     |
 CV0191| CV0833 RACHEL                              APPROX. 5.7 KM 0485210.9 |
 CV0191| CH7953 R 182 AZ MK RESET                                  0871409.2 |
 CV0191| CH7955 R 182 RM 2                                         27244     |
 CV0191|---------------------------------------------------------------------|
 CV0191
 CV0191                          SUPERSEDED SURVEY CONTROL
 CV0191
 CV0191  NAD 83(1993)-  32 43 31.55476(N)    102 53 16.40691(W) AD(       ) 1
 CV0191  NAD 83(1986)-  32 43 31.55841(N)    102 53 16.40457(W) AD(       ) 1
 CV0191  NAD 27      -  32 43 31.18100(N)    102 53 14.68300(W) AD(       ) 1
 CV0191  NGVD 29 (??/??/92) 1063.686  (m)         3489.78   (f) ADJ UNCH    1 2
 CV0191
 CV0191.Superseded values are not recommended for survey control.
 CV0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0191.See file dsdata.txt to determine how the superseded data were derived.
 CV0191
 CV0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS9793222822(NAD 83)
 CV0191_MARKER: DB = BENCH MARK DISK
 CV0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0191_STAMPING: R-182 1933
 CV0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0191+STABILITY: SURFACE MOTION
 CV0191
 CV0191  HISTORY     - Date     Condition        Report By
 CV0191  HISTORY     - 1935     MONUMENTED       CGS
 CV0191  HISTORY     - 1934     GOOD             NGS
 CV0191  HISTORY     - 1938     GOOD             CGS
 CV0191  HISTORY     - 1940     GOOD             TXHD
 CV0191  HISTORY     - 1947     GOOD             PHILIP
 CV0191  HISTORY     - 1951     SEE DESCRIPTION  LOCENG
 CV0191  HISTORY     - 1951     POOR             LOCSUR
 CV0191  HISTORY     - 1952     POOR             PHILIP
 CV0191  HISTORY     - 1968     MARK NOT FOUND   CGS
 CV0191  HISTORY     - 1969     MARK NOT FOUND   CGS
 CV0191
 CV0191                          STATION DESCRIPTION
 CV0191
 CV0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0191'14.5 MI W FROM SEMINOLE.
 CV0191'14.5 MILES WEST OF SEMINOLE COURTHOUSE ON STATE HIGHWAY NO. 83.  10
 CV0191'MILES EAST OF THE NEW MEXICO STATE LINE, 60 FEET SOUTH OF THE
 CV0191'CENTERLINE OF THE HIGHWAY, ON TOP OF A RISE IN THE HIGHWAY ABOUT 300
 CV0191'FEET SOUTH OF AN OLD ORCHARD AND WINDMILL.  75 FEET EAST OF A GATE AND
 CV0191'A ROAD TO THE SOUTH, 6 FEET NORTH OF A FENCELINE.
 CV0191
 CV0191                          STATION RECOVERY (1938)
 CV0191
 CV0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 CV0191'ABOUT 14 MILES AIR LINE WEST OF SEMINOLE, TEXAS, IN SECTION
 CV0191'31, BLOCK G, 55 FEET SOUTH OF THE CENTER LINE OF TEXAS STATE
 CV0191'HIGHWAY 15, 5 YARDS NORTH OF A WIRE FENCE, AND SOUTH OF TREES,
 CV0191'EARTH TANK, AND WINDMILL ON THE NORTH SIDE OF THE HIGHWAY.
 CV0191'TO REACH FROM SEMINOLE FROM THE INTERSECTION OF THE HIGHWAY
 CV0191'AND MAIN STREET, GO WEST 14.4 MILES ON STATE HIGHWAY 15 TO THE
 CV0191'GROUP OF TREES, WINDMILL AND EARTH TANK.  THE MARK IS A
 CV0191'STANDARD BENCH MARK DISK SET IN CONCRETE.  THE REFERENCE
 CV0191'AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CV0191'REFERENCE MARK NO. 1 IS 55 FEET NORTH
 CV0191'OF THE CENTER LINE OF THE HIGHWAY AND 141.65 FEET (SLOPE
 CV0191'DISTANCE) FROM THE STATION N 30 DEG 46 MIN E, AND
 CV0191'NO. 2 IS 50 FEET SOUTH OF THE CENTER LINE OF THE
 CV0191'HIGHWAY AND 124.60 FEET (SLOPE DISTANCE) FROM STATION
 CV0191'N 87 DEG 16 MIN W.  THE AZIMUTH MARK IS 30 FEET
 CV0191'NORTH OF THE CENTER LINE OF THE HIGHWAY AND 0.4 MILE
 CV0191'FROM STATION N 87 DEG 14 MIN E.
 CV0191
 CV0191                          STATION RECOVERY (1940)
 CV0191
 CV0191'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1940
 CV0191'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO MOVE THE
 CV0191'AZIMUTH MARK AND REFERENCE MARK NO. 1 FOR THIS STATION.
 CV0191'THE STATION MARK AND REFERENCE MARK NO. 2 WERE NOT DISTURBED.
 CV0191'
 CV0191'REFERENCE MARK NO. 1 WAS RESET ON LINE OF OLD LOCATION AND
 CV0191'STATION MARK, 50 FEET S OF CENTER LINE OF STATE HIGHWAY 15,
 CV0191'108.47 FEET FROM STATION, AND 209.94 FEET FROM REFERENCE MARK
 CV0191'NO. 2.
 CV0191'
 CV0191'THE AZIMUTH MARK WAS MOVED TOWARDS THE STATION ON THE LINE
 CV0191'TO THE OLD LOCATION.  IT IS 0.37 MILE (SPEEDOMETER) FROM
 CV0191'BENCH MARK R-182 AND 49 FEET S OF CENTER LINE OF STATE HIGHWAY
 CV0191'15.
 CV0191
 CV0191                          STATION RECOVERY (1947)
 CV0191
 CV0191'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0191'STATION AND BOTH REFERENCE MARKS ARE IN PERFECT CONDITION
 CV0191'AS DESCRIBED.  STATION MARK IS STAMPED BM R 182 1935.
 CV0191'
 CV0191'THE AZIMUTH MARK COULD NOT BE LOCATED AND IS EVIDENTLY DESTROYED
 CV0191'AS HIGHWAY HAS BEEN REBUILT AND WIDENED.  THE PROPER ANGLE
 CV0191'WAS TURNED AND THE DISK WAS MEASURED BY SPEEDOMETER.  NO
 CV0191'EVIDENCE WAS FOUND.
 CV0191
 CV0191                          STATION RECOVERY (1951)
 CV0191
 CV0191'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951 (GED)
 CV0191'STATION RECOVERED BY, G.E. DAWSON OF GULF RESEARCH AND
 CV0191'DEVELOPMENT CO.
 CV0191'
 CV0191'REPORT BY G.E. DAWSON OF GULF RESEARCH AND DEVELOPMENT COMPANY.
 CV0191'
 CV0191'MR. DAWSON REPORTED THAT HE FOUND THE STATION MARK AND
 CV0191'REFERENCE MARK 2 LYING ABOVE GROUND NEXT TO A PLOWED FIELD.
 CV0191'HE REMOVED THE DISKS AND FORWARDED THEM TO THE SECTION OF
 CV0191'LEVELING.  THE DISKS HAVE BEEN RECEIVED.  BENCH MARK DISK IS
 CV0191'STAMPED R 1802 1933.  REFERENCE DISK IS STAMPED B M R NO
 CV0191'182 NO 2.
 CV0191
 CV0191                          STATION RECOVERY (1951)
 CV0191
 CV0191'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951
 CV0191'MARK RECOVERED IN POOR CONDITION.
 CV0191
 CV0191                          STATION RECOVERY (1952)
 CV0191
 CV0191'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1952 (CTA)
 CV0191'STATION WAS RECOVERED BROKEN OFF FLUSH WITH THE GROUND.
 CV0191'
 CV0191'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE ALL
 CV0191'DESTROYED IN THE WIDENING OF HIGHWAY NO. 180.
 CV0191'
 CV0191'THE STATION IS 14 MILES W OF SEMINOLE.
 CV0191
 CV0191                          STATION RECOVERY (1968)
 CV0191
 CV0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0191'IT WAS REPORTED THIS STATION WAS DESTROYED IN 1952.  ALL MARKS
 CV0191'WERE LOST WHEN ROAD IMPROVEMENTS WERE MADE ALONG U.S. HIGHWAY
 CV0191'180.
 CV0191'
 CV0191'THE SITE WAS VISITED BUT NO MARKS WERE FOUND.
 CV0191'
 CV0191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14
 CV0191'MILES WEST OF SEMINOLE.  IN SECTION 31, BLOCK G.
 CV0191
 CV0191                          STATION RECOVERY (1969)
 CV0191
 CV0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0191'THE STATION MARK, REFERENCE MARK NO. 2 HAVE BEEN DESTROYED.
 CV0191'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CV0191'THE AZIMUTH MARK WAS RECOVERED BUT WAS FOUND DISPLACED AND
 CV0191'THE DISK WAS RECOVERED.
 CV0191'
 CV0191'REFERENCE MARK NO. 1 IS 50.5 FEET SOUTH OF THE CENTERLNE OF
 CV0191'U.S. 180 AND 62, 29 FEET NORTH OF A FENCE, 68 FEET NORTHEAST
 CV0191'OF A POWERLINE POLE, 1 FOOT NORTH OF A METAL WITNESS POST,
 CV0191'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 CV0191'
 CV0191'TO REACH THE STATION SITE FROM THE COURTHOUSE IN SEMINOLE,
 CV0191'GO WEST ON U.S. HIGHWAY 180 TO 11.85 MILES TO A FERTILIZER
 CV0191'PLANT ON THE RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 2.4 MILES
 CV0191'TO REFERENCE MARK NO. 1 ON THE LEFT.
 CV0191'
 CV0191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14
 CV0191'MILES WEST OF SEMINOLE.  IN SECTION 31, BLOCK G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1993 ***********************************************************************
 CS1993  DESIGNATION -  R 183
 CS1993  PID         -  CS1993
 CS1993  STATE/COUNTY-  TX/TARRANT
 CS1993  USGS QUAD   -  EULESS (1981)
 CS1993
 CS1993                         *CURRENT SURVEY CONTROL
 CS1993  ___________________________________________________________________
 CS1993* NAD 83(1986)-  32 49 54.     (N)    097 03 23.     (W)     SCALED    
 CS1993* NAVD 88     -       169.440  (meters)     555.90   (feet)  ADJUSTED  
 CS1993  ___________________________________________________________________
 CS1993  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CS1993  DYNAMIC HT  -         169.245 (meters)     555.26  (feet)  COMP
 CS1993  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 CS1993
 CS1993  VERT ORDER  -  SECOND    CLASS 0
 CS1993
 CS1993.The horizontal coordinates were scaled from a topographic map and have
 CS1993.an estimated accuracy of +/- 6 seconds.
 CS1993
 CS1993.The orthometric height was determined by differential leveling
 CS1993.and adjusted by the National Geodetic Survey in June 1991..
 CS1993
 CS1993.The geoid height was determined by GEOID03.
 CS1993
 CS1993.The dynamic height is computed by dividing the NAVD 88
 CS1993.geopotential number by the normal gravity value computed on the
 CS1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1993.degrees latitude (g = 980.6199 gals.).
 CS1993
 CS1993.The modeled gravity was interpolated from observed gravity values.
 CS1993
 CS1993;                    North         East    Units  Estimated Accuracy
 CS1993;SPC TXNC     - 2,130,120.      735,150.      MT  (+/- 180 meters Scaled)
 CS1993
 CS1993                          SUPERSEDED SURVEY CONTROL
 CS1993
 CS1993  NGVD 29 (??/??/92)  169.448  (m)          555.93   (f) ADJ UNCH    2 0
 CS1993
 CS1993.Superseded values are not recommended for survey control.
 CS1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1993.See file dsdata.txt to determine how the superseded data were derived.
 CS1993
 CS1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB819342(NAD 83)
 CS1993_MARKER: DB = BENCH MARK DISK
 CS1993_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1993_SP_SET: FOUNDATION
 CS1993_STAMPING: R 183 1952
 CS1993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1993
 CS1993  HISTORY     - Date     Condition        Report By
 CS1993  HISTORY     - 1952     MONUMENTED       CGS
 CS1993  HISTORY     - 1958     GOOD             NGS
 CS1993
 CS1993                          STATION DESCRIPTION
 CS1993
 CS1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1993'1.15 MI E FROM EULESS.
 CS1993'AT GREATER FORT WORTH INTERNATIONAL AIRPORT, TARRANT COUNTY, AT THE
 CS1993'NORTHEAST CORNER OF THE MAIN HANGAR AND REPAIR SHOP, 24 FEET EAST OF
 CS1993'THE NORTHWEST CORNER OF THE HANGAR, 1 FOOT EAST OF THE WEST EDGE OF
 CS1993'THE DOOR AT THE NORTH MAIN ENTRANCE TO THE HANGAR, AND IN THE TOP OF
 CS1993'THE CONCRETE FOUNDATION OF THE HANGAR.  A STANDARD DISK, STAMPED R 183
 CS1993'1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1410 ***********************************************************************
 CS1410  DESIGNATION -  R 184
 CS1410  PID         -  CS1410
 CS1410  STATE/COUNTY-  TX/DALLAS
 CS1410  USGS QUAD   -  SEAGOVILLE (1973)
 CS1410
 CS1410                         *CURRENT SURVEY CONTROL
 CS1410  ___________________________________________________________________
 CS1410* NAD 83(1986)-  32 44 53.     (N)    096 35 25.     (W)     SCALED    
 CS1410* NAVD 88     -       138.292  (meters)     453.71   (feet)  ADJUSTED  
 CS1410  ___________________________________________________________________
 CS1410  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS1410  DYNAMIC HT  -         138.137 (meters)     453.20  (feet)  COMP
 CS1410  MODELED GRAV-     979,519.9   (mgal)                       NAVD 88
 CS1410
 CS1410  VERT ORDER  -  SECOND    CLASS 0
 CS1410
 CS1410.The horizontal coordinates were scaled from a topographic map and have
 CS1410.an estimated accuracy of +/- 6 seconds.
 CS1410
 CS1410.The orthometric height was determined by differential leveling
 CS1410.and adjusted by the National Geodetic Survey in June 1991..
 CS1410
 CS1410.The geoid height was determined by GEOID03.
 CS1410
 CS1410.The dynamic height is computed by dividing the NAVD 88
 CS1410.geopotential number by the normal gravity value computed on the
 CS1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1410.degrees latitude (g = 980.6199 gals.).
 CS1410
 CS1410.The modeled gravity was interpolated from observed gravity values.
 CS1410
 CS1410;                    North         East    Units  Estimated Accuracy
 CS1410;SPC TXNC     - 2,121,540.      778,950.      MT  (+/- 180 meters Scaled)
 CS1410
 CS1410                          SUPERSEDED SURVEY CONTROL
 CS1410
 CS1410  NGVD 29 (??/??/92)  138.302  (m)          453.75   (f) ADJ UNCH    2 0
 CS1410
 CS1410.Superseded values are not recommended for survey control.
 CS1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1410.See file dsdata.txt to determine how the superseded data were derived.
 CS1410
 CS1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB257259(NAD 83)
 CS1410_MARKER: DB = BENCH MARK DISK
 CS1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1410_STAMPING: R 184 1952
 CS1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1410+STABILITY: SURFACE MOTION
 CS1410
 CS1410  HISTORY     - Date     Condition        Report By
 CS1410  HISTORY     - 1952     MONUMENTED       CGS
 CS1410  HISTORY     - 1959     GOOD             NGS
 CS1410
 CS1410                          STATION DESCRIPTION
 CS1410
 CS1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1410'1.5 MI S FROM MESQUITE.
 CS1410'1.5 MI S OF MESQUITE, ALONG BELT LINE RD., THENCE 0.4 MI. E ALONG LAKE
 CS1410'JUNE RD., TO A PRIVATE AIR STRIP, ABOUT 1810 FT. E OF BELT LINE RD.,
 CS1410'1340 FT. N OF LAKE JUNE RD., 60 FT. W. OF A SMALL DRAIN, 150 FT. E OF
 CS1410'CENTERLINE OF RUNWAY.  A STANDARD DISK, STAMPED R 184 1952 AND SET IN
 CS1410'THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0290 ***********************************************************************
 DN0290  DESIGNATION -  R 185
 DN0290  PID         -  DN0290
 DN0290  STATE/COUNTY-  TX/COLLIN
 DN0290  USGS QUAD   -  CELINA (1960)
 DN0290
 DN0290                         *CURRENT SURVEY CONTROL
 DN0290  ___________________________________________________________________
 DN0290* NAD 83(1986)-  33 19 36.     (N)    096 46 58.     (W)     SCALED    
 DN0290* NAVD 88     -       212.467  (meters)     697.07   (feet)  ADJUSTED  
 DN0290  ___________________________________________________________________
 DN0290  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN0290  DYNAMIC HT  -         212.241 (meters)     696.33  (feet)  COMP
 DN0290  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DN0290
 DN0290  VERT ORDER  -  SECOND    CLASS 0
 DN0290
 DN0290.The horizontal coordinates were scaled from a topographic map and have
 DN0290.an estimated accuracy of +/- 6 seconds.
 DN0290
 DN0290.The orthometric height was determined by differential leveling
 DN0290.and adjusted by the National Geodetic Survey in June 1991..
 DN0290
 DN0290.The geoid height was determined by GEOID03.
 DN0290
 DN0290.The dynamic height is computed by dividing the NAVD 88
 DN0290.geopotential number by the normal gravity value computed on the
 DN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0290.degrees latitude (g = 980.6199 gals.).
 DN0290
 DN0290.The modeled gravity was interpolated from observed gravity values.
 DN0290
 DN0290;                    North         East    Units  Estimated Accuracy
 DN0290;SPC TXNC     - 2,185,390.      759,860.      MT  (+/- 180 meters Scaled)
 DN0290
 DN0290                          SUPERSEDED SURVEY CONTROL
 DN0290
 DN0290  NGVD 29 (??/??/92)  212.473  (m)          697.09   (f) ADJ UNCH    2 0
 DN0290
 DN0290.Superseded values are not recommended for survey control.
 DN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0290.See file dsdata.txt to determine how the superseded data were derived.
 DN0290
 DN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB063896(NAD 83)
 DN0290_MARKER: DB = BENCH MARK DISK
 DN0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0290_STAMPING: R 185 1952
 DN0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0290+STABILITY: SURFACE MOTION
 DN0290
 DN0290  HISTORY     - Date     Condition        Report By
 DN0290  HISTORY     - 1952     MONUMENTED       CGS
 DN0290  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0290
 DN0290                          STATION DESCRIPTION
 DN0290
 DN0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0290'0.2 MI N FROM CELINA.
 DN0290'0.2 MILE NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0290'FROM THE STATION AT CELINA, 56 FEET SOUTHEAST OF THE MALLONE STREET
 DN0290'CROSSING, 58 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 48 X 100 FOOT
 DN0290'SLAT CORN GRAINERY, 47.6 FEET EAST OF THE EAST RAIL, 5 FEET SOUTHEAST
 DN0290'OF A TELEPHONE POLE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 DN0290'A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DN0290
 DN0290                          STATION RECOVERY (1994)
 DN0290
 DN0290'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0254 ***********************************************************************
 DO0254  DESIGNATION -  R 186
 DO0254  PID         -  DO0254
 DO0254  STATE/COUNTY-  TX/ARCHER
 DO0254  USGS QUAD   -  BOBCAT BLUFF (1964)
 DO0254
 DO0254                         *CURRENT SURVEY CONTROL
 DO0254  ___________________________________________________________________
 DO0254* NAD 83(1986)-  33 26 57.     (N)    098 40 57.     (W)     SCALED    
 DO0254* NAVD 88     -       351.992  (meters)    1154.83   (feet)  ADJUSTED  
 DO0254  ___________________________________________________________________
 DO0254  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0254  DYNAMIC HT  -         351.588 (meters)    1153.50  (feet)  COMP
 DO0254  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 DO0254
 DO0254  VERT ORDER  -  SECOND    CLASS 0
 DO0254
 DO0254.The horizontal coordinates were scaled from a topographic map and have
 DO0254.an estimated accuracy of +/- 6 seconds.
 DO0254
 DO0254.The orthometric height was determined by differential leveling
 DO0254.and adjusted by the National Geodetic Survey in June 1991..
 DO0254
 DO0254.The geoid height was determined by GEOID03.
 DO0254
 DO0254.The dynamic height is computed by dividing the NAVD 88
 DO0254.geopotential number by the normal gravity value computed on the
 DO0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0254.degrees latitude (g = 980.6199 gals.).
 DO0254
 DO0254.The modeled gravity was interpolated from observed gravity values.
 DO0254
 DO0254;                    North         East    Units  Estimated Accuracy
 DO0254;SPC TXNC     - 2,197,680.      583,030.      MT  (+/- 180 meters Scaled)
 DO0254
 DO0254                          SUPERSEDED SURVEY CONTROL
 DO0254
 DO0254  NGVD 29 (??/??/92)  351.893  (m)         1154.50   (f) ADJ UNCH    2 0
 DO0254
 DO0254.Superseded values are not recommended for survey control.
 DO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0254.See file dsdata.txt to determine how the superseded data were derived.
 DO0254
 DO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC295011(NAD 83)
 DO0254_MARKER: DB = BENCH MARK DISK
 DO0254_SETTING: 80 = SET IN A BOULDER
 DO0254_SP_SET: BOULDER
 DO0254_STAMPING: R-186 1933
 DO0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0254+STABILITY: SURFACE MOTION
 DO0254
 DO0254  HISTORY     - Date     Condition        Report By
 DO0254  HISTORY     - 1933     MONUMENTED       CGS
 DO0254  HISTORY     - 1964     MARK NOT FOUND   USGS
 DO0254  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0254
 DO0254                          STATION DESCRIPTION
 DO0254
 DO0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0254'7.1 MI N FROM OLNEY.
 DO0254'7.1 MILES NORTH OF, ALONG W.F. AND S.R.R. 0.2 MILES SOUTH OF MILE POST
 DO0254'NO 36 AND 30 FEET WEST OF CENTER OF TRACK, 60 FEET EAST OF CENTER OF
 DO0254'HIGHWAY NO 79.  NOTE-- RD. WORK IN AREA.
 DO0254
 DO0254                          STATION RECOVERY (1964)
 DO0254
 DO0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DO0254'MARK NOT FOUND.
 DO0254
 DO0254                          STATION RECOVERY (2001)
 DO0254
 DO0254'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0200 ***********************************************************************
 DO0200  DESIGNATION -  R 189
 DO0200  PID         -  DO0200
 DO0200  STATE/COUNTY-  TX/JACK
 DO0200  USGS QUAD   -  BRYSON (1981)
 DO0200
 DO0200                         *CURRENT SURVEY CONTROL
 DO0200  ___________________________________________________________________
 DO0200* NAD 83(1986)-  33 09 17.     (N)    098 23 54.     (W)     SCALED    
 DO0200* NAVD 88     -       369.303  (meters)    1211.62   (feet)  ADJUSTED  
 DO0200  ___________________________________________________________________
 DO0200  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DO0200  DYNAMIC HT  -         368.864 (meters)    1210.18  (feet)  COMP
 DO0200  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 DO0200
 DO0200  VERT ORDER  -  SECOND    CLASS 0
 DO0200
 DO0200.The horizontal coordinates were scaled from a topographic map and have
 DO0200.an estimated accuracy of +/- 6 seconds.
 DO0200
 DO0200.The orthometric height was determined by differential leveling
 DO0200.and adjusted by the National Geodetic Survey in June 1991..
 DO0200
 DO0200.The geoid height was determined by GEOID03.
 DO0200
 DO0200.The dynamic height is computed by dividing the NAVD 88
 DO0200.geopotential number by the normal gravity value computed on the
 DO0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0200.degrees latitude (g = 980.6199 gals.).
 DO0200
 DO0200.The modeled gravity was interpolated from observed gravity values.
 DO0200
 DO0200;                    North         East    Units  Estimated Accuracy
 DO0200;SPC TXNC     - 2,165,020.      609,480.      MT  (+/- 180 meters Scaled)
 DO0200
 DO0200                          SUPERSEDED SURVEY CONTROL
 DO0200
 DO0200  NGVD 29 (??/??/92)  369.210  (m)         1211.32   (f) ADJ UNCH    2 0
 DO0200
 DO0200.Superseded values are not recommended for survey control.
 DO0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0200.See file dsdata.txt to determine how the superseded data were derived.
 DO0200
 DO0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB561686(NAD 83)
 DO0200_MARKER: DB = BENCH MARK DISK
 DO0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0200_SP_SET: BRIDGE
 DO0200_STAMPING: 1211.316 R189 1933
 DO0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0200
 DO0200  HISTORY     - Date     Condition        Report By
 DO0200  HISTORY     - 1933     MONUMENTED       CGS
 DO0200  HISTORY     - 1950     GOOD             NGS
 DO0200  HISTORY     - 20010325 GOOD             USPSQD
 DO0200
 DO0200                          STATION DESCRIPTION
 DO0200
 DO0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0200'1 MI W FROM BRYSON.
 DO0200'ABOUT 1 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND GULF RAILWAY FROM
 DO0200'BRYSON, JACK COUNTY, IN THE SECOND STEP BELOW THE TOP OF THE NORTHWEST
 DO0200'HEADWALL OF A STONE ARCH BRIDGE, 100 YARDS WEST OF A DIRT ROAD
 DO0200'CROSSING, ABOUT 0.2 MILE SOUTH OF HIGHWAY NO. 24, 1/4 MILE SOUTHWEST
 DO0200'OF THE OFFICE OF BRYSON REFINING CO.  IT IS ABOUT 4 FEET BELOW THE
 DO0200'LEVEL OF THE TRACKS.  TO REACH FROM BRYSON-- GO WEST ON HIGHWAY NO.
 DO0200'24, 1 MILE.  THEN GO SOUTH ON A DIRT ROAD 0.2 MILE TO THE RAILROAD.
 DO0200'THEN WEST 100 YARDS TO THE BRIDGE AND THE MARK.
 DO0200
 DO0200                          STATION RECOVERY (2001)
 DO0200
 DO0200'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1052 ***********************************************************************
 FL1052  DESIGNATION -  R 19
 FL1052  PID         -  FL1052
 FL1052  STATE/COUNTY-  TX/CARSON
 FL1052  USGS QUAD   -  WASHBURN (1973)
 FL1052
 FL1052                         *CURRENT SURVEY CONTROL
 FL1052  ___________________________________________________________________
 FL1052* NAD 83(1986)-  35 12 35.     (N)    101 31 45.     (W)     SCALED    
 FL1052* NAVD 88     -      1074.766  (meters)    3526.13   (feet)  ADJUSTED  
 FL1052  ___________________________________________________________________
 FL1052  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL1052  DYNAMIC HT  -        1073.488 (meters)    3521.94  (feet)  COMP
 FL1052  MODELED GRAV-     979,408.1   (mgal)                       NAVD 88
 FL1052
 FL1052  VERT ORDER  -  FIRST     CLASS II
 FL1052
 FL1052.The horizontal coordinates were scaled from a topographic map and have
 FL1052.an estimated accuracy of +/- 6 seconds.
 FL1052
 FL1052.The orthometric height was determined by differential leveling
 FL1052.and adjusted by the National Geodetic Survey in June 1991..
 FL1052.WARNING-Repeat measurements at this control monument indicate possible
 FL1052.vertical movement.
 FL1052
 FL1052.The geoid height was determined by GEOID03.
 FL1052
 FL1052.The dynamic height is computed by dividing the NAVD 88
 FL1052.geopotential number by the normal gravity value computed on the
 FL1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1052.degrees latitude (g = 980.6199 gals.).
 FL1052
 FL1052.The modeled gravity was interpolated from observed gravity values.
 FL1052
 FL1052;                    North         East    Units  Estimated Accuracy
 FL1052;SPC TX N     - 1,134,200.      197,340.      MT  (+/- 180 meters Scaled)
 FL1052
 FL1052                          SUPERSEDED SURVEY CONTROL
 FL1052
 FL1052  NGVD 29 (??/??/92) 1074.270  (m)         3524.50   (f) ADJ UNCH    1 2
 FL1052
 FL1052.Superseded values are not recommended for survey control.
 FL1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1052.See file dsdata.txt to determine how the superseded data were derived.
 FL1052
 FL1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD697992(NAD 83)
 FL1052_MARKER: Q = CHISELED SQUARE
 FL1052_SETTING: 0 = UNSPECIFIED SETTING
 FL1052_SP_SET: GRANITE POST
 FL1052_MARK LOGO: NONE  
 FL1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1052
 FL1052  HISTORY     - Date     Condition        Report By
 FL1052  HISTORY     - 1911     MONUMENTED       CGS
 FL1052  HISTORY     - 1943     GOOD             NGS
 FL1052  HISTORY     - 1984     GOOD             NGS
 FL1052
 FL1052                          STATION DESCRIPTION
 FL1052
 FL1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1052'IN YARNALL.
 FL1052'AT YARNALL, CARSON COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL1052'RAILROAD, 0.4 MILE EAST OF THE SECTIONHOUSE, AT POLE 743/10, DIRECTLY
 FL1052'SOUTH OF A SWITCH SIGNAL (SWITCH STAND), AT A JOG IN THE RIGHT-OF-WAY
 FL1052'FENCE, 55 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, ONE YARD WEST OF
 FL1052'THE NORTH-AND-SOUTH FENCE, AND ONE YARD NORTH OF THE EAST-AND-WEST
 FL1052'FENCE.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A STONE POST
 FL1052'LETTERED USBM AND PROJECTING 6 INCHES ABOVE GROUND.
 FL1052
 FL1052                          STATION RECOVERY (1984)
 FL1052
 FL1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1052'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.5 KM
 FL1052'(13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION
 FL1052'WITH INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 7.4 KM (4.6 MI)
 FL1052'EASTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, NEAR THE
 FL1052'CORNER OF A JOG IN A FENCE LINE, 32.0 M (105.0 FT) SOUTH OF THE NEAR
 FL1052'RAIL, 1.2 M (3.9 FT) WEST OF THE FENCE, AND 0.9 M (3.0 FT) NORTH OF
 FL1052'THE FENCE.  NOTE=THE MARK IS THE BOTTOM OF A SQUARE HOLE IN TOP OF A
 FL1052'GRANITE POST PROJECTING 10 CENTIMETERS, WITH THE LETTERS USBM.
 FL1052'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FL1052'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0797 ***********************************************************************
 DN0797  DESIGNATION -  R 190
 DN0797  PID         -  DN0797
 DN0797  STATE/COUNTY-  TX/WISE
 DN0797  USGS QUAD   -  BRIDGEPORT EAST (1978)
 DN0797
 DN0797                         *CURRENT SURVEY CONTROL
 DN0797  ___________________________________________________________________
 DN0797* NAD 83(1986)-  33 13 19.     (N)    097 44 17.     (W)     SCALED    
 DN0797* NAVD 88     -       233.988  (meters)     767.68   (feet)  ADJUSTED  
 DN0797  ___________________________________________________________________
 DN0797  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DN0797  DYNAMIC HT  -         233.720 (meters)     766.80  (feet)  COMP
 DN0797  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 DN0797
 DN0797  VERT ORDER  -  SECOND    CLASS 0
 DN0797
 DN0797.The horizontal coordinates were scaled from a topographic map and have
 DN0797.an estimated accuracy of +/- 6 seconds.
 DN0797
 DN0797.The orthometric height was determined by differential leveling
 DN0797.and adjusted by the National Geodetic Survey in June 1991..
 DN0797
 DN0797.The geoid height was determined by GEOID03.
 DN0797
 DN0797.The dynamic height is computed by dividing the NAVD 88
 DN0797.geopotential number by the normal gravity value computed on the
 DN0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0797.degrees latitude (g = 980.6199 gals.).
 DN0797
 DN0797.The modeled gravity was interpolated from observed gravity values.
 DN0797
 DN0797;                    North         East    Units  Estimated Accuracy
 DN0797;SPC TXNC     - 2,172,720.      671,020.      MT  (+/- 180 meters Scaled)
 DN0797
 DN0797                          SUPERSEDED SURVEY CONTROL
 DN0797
 DN0797  NGVD 29 (??/??/92)  233.886  (m)          767.34   (f) ADJ UNCH    2 0
 DN0797
 DN0797.Superseded values are not recommended for survey control.
 DN0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0797.See file dsdata.txt to determine how the superseded data were derived.
 DN0797
 DN0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB175766(NAD 83)
 DN0797_MARKER: DB = BENCH MARK DISK
 DN0797_SETTING: 66 = SET IN ROCK OUTCROP
 DN0797_SP_SET: BEDROCK
 DN0797_STAMPING: R 190 767.472 1933
 DN0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0797+STABILITY: POSITION/ELEVATION WELL
 DN0797
 DN0797  HISTORY     - Date     Condition        Report By
 DN0797  HISTORY     - 1933     MONUMENTED       CGS
 DN0797  HISTORY     - 1949     GOOD             NGS
 DN0797  HISTORY     - 1968     GOOD             NGS
 DN0797  HISTORY     - 19970927 GOOD             USPSQD
 DN0797
 DN0797                          STATION DESCRIPTION
 DN0797
 DN0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DN0797'2.1 MI E FROM BRIDGEPORT.
 DN0797'ABOUT 2.1 MILES EAST ALONG HIGHWAY 24 FROM BRIDGEPORT, WISE COUNTY,
 DN0797'ABOUT 33 YARDS SOUTH FROM THE CENTERLINE OF THE HIGHWAY, ALONG THE
 DN0797'WEST SLOPE OF A HILL AND NEAR THE EAST END OF A HIGHWAY FILL ACROSS A
 DN0797'CREEK.  IT IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DN0797
 DN0797                          STATION RECOVERY (1968)
 DN0797
 DN0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DN0797'RECOVERED IN GOOD CONDITION.
 DN0797
 DN0797                          STATION RECOVERY (1997)
 DN0797
 DN0797'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0302 ***********************************************************************
 CT0302  DESIGNATION -  R 191
 CT0302  PID         -  CT0302
 CT0302  STATE/COUNTY-  TX/STEPHENS
 CT0302  USGS QUAD   -  BRECKENRIDGE (1958)
 CT0302
 CT0302                         *CURRENT SURVEY CONTROL
 CT0302  ___________________________________________________________________
 CT0302* NAD 83(1986)-  32 52 00.     (N)    098 53 11.     (W)     SCALED    
 CT0302* NAVD 88     -       339.078  (meters)    1112.46   (feet)  ADJUSTED  
 CT0302  ___________________________________________________________________
 CT0302  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CT0302  DYNAMIC HT  -         338.661 (meters)    1111.09  (feet)  COMP
 CT0302  MODELED GRAV-     979,397.8   (mgal)                       NAVD 88
 CT0302
 CT0302  VERT ORDER  -  SECOND    CLASS 0
 CT0302
 CT0302.The horizontal coordinates were scaled from a topographic map and have
 CT0302.an estimated accuracy of +/- 6 seconds.
 CT0302
 CT0302.The orthometric height was determined by differential leveling
 CT0302.and adjusted by the National Geodetic Survey in June 1991..
 CT0302
 CT0302.The geoid height was determined by GEOID03.
 CT0302
 CT0302.The dynamic height is computed by dividing the NAVD 88
 CT0302.geopotential number by the normal gravity value computed on the
 CT0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0302.degrees latitude (g = 980.6199 gals.).
 CT0302
 CT0302.The modeled gravity was interpolated from observed gravity values.
 CT0302
 CT0302;                    North         East    Units  Estimated Accuracy
 CT0302;SPC TXNC     - 2,133,130.      563,840.      MT  (+/- 180 meters Scaled)
 CT0302
 CT0302                          SUPERSEDED SURVEY CONTROL
 CT0302
 CT0302  NGVD 29 (??/??/92)  338.984  (m)         1112.15   (f) ADJ UNCH    2 0
 CT0302
 CT0302.Superseded values are not recommended for survey control.
 CT0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0302.See file dsdata.txt to determine how the superseded data were derived.
 CT0302
 CT0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB106365(NAD 83)
 CT0302_MARKER: DB = BENCH MARK DISK
 CT0302_SETTING: 66 = SET IN ROCK OUTCROP
 CT0302_SP_SET: ROCK OUTCROP
 CT0302_STAMPING: R 191 1933
 CT0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0302+STABILITY: POSITION/ELEVATION WELL
 CT0302
 CT0302  HISTORY     - Date     Condition        Report By
 CT0302  HISTORY     - 1933     MONUMENTED       CGS
 CT0302  HISTORY     - 1957     GOOD             NGS
 CT0302  HISTORY     - 1984     MARK NOT FOUND   NGS
 CT0302
 CT0302                          STATION DESCRIPTION
 CT0302
 CT0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0302'8.5 MI N FROM BRECKENRIDGE.
 CT0302'8.5 MILES NORTH ALONG THE WICHITA FALLS AND SOUTHERN RAILROAD FROM
 CT0302'BRECKENRIDGE, STEPHENS COUNTY, 40 FEET SOUTH OF TRESTLE 95.2, 58 FEET
 CT0302'EAST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF A LIMESTONE
 CT0302'OUTCROP.  A STANDARD DISK, STAMPED R 191 1933.
 CT0302
 CT0302                          STATION RECOVERY (1984)
 CT0302
 CT0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0784 ***********************************************************************
 CT0784  DESIGNATION -  R 192
 CT0784  PID         -  CT0784
 CT0784  STATE/COUNTY-  TX/SHACKELFORD
 CT0784  USGS QUAD   -  LUEDERS EAST (1987)
 CT0784
 CT0784                         *CURRENT SURVEY CONTROL
 CT0784  ___________________________________________________________________
 CT0784* NAD 83(1986)-  32 45 46.     (N)    099 34 34.     (W)     SCALED    
 CT0784* NAVD 88     -       496.812  (meters)    1629.96   (feet)  ADJUSTED  
 CT0784  ___________________________________________________________________
 CT0784  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CT0784  DYNAMIC HT  -         496.175 (meters)    1627.87  (feet)  COMP
 CT0784  MODELED GRAV-     979,339.6   (mgal)                       NAVD 88
 CT0784
 CT0784  VERT ORDER  -  SECOND    CLASS 0
 CT0784
 CT0784.The horizontal coordinates were scaled from a topographic map and have
 CT0784.an estimated accuracy of +/- 6 seconds.
 CT0784
 CT0784.The orthometric height was determined by differential leveling
 CT0784.and adjusted by the National Geodetic Survey in June 1991..
 CT0784
 CT0784.The geoid height was determined by GEOID03.
 CT0784
 CT0784.The dynamic height is computed by dividing the NAVD 88
 CT0784.geopotential number by the normal gravity value computed on the
 CT0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0784.degrees latitude (g = 980.6199 gals.).
 CT0784
 CT0784.The modeled gravity was interpolated from observed gravity values.
 CT0784
 CT0784;                    North         East    Units  Estimated Accuracy
 CT0784;SPC TXNC     - 2,122,060.      499,180.      MT  (+/- 180 meters Scaled)
 CT0784
 CT0784                          SUPERSEDED SURVEY CONTROL
 CT0784
 CT0784  NGVD 29 (??/??/92)  496.666  (m)         1629.48   (f) ADJ UNCH    2 0
 CT0784
 CT0784.Superseded values are not recommended for survey control.
 CT0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0784.See file dsdata.txt to determine how the superseded data were derived.
 CT0784
 CT0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB460251(NAD 83)
 CT0784_MARKER: DB = BENCH MARK DISK
 CT0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0784_SP_SET: CULVERT
 CT0784_STAMPING: R 192 1933
 CT0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0784
 CT0784  HISTORY     - Date     Condition        Report By
 CT0784  HISTORY     - 1933     MONUMENTED       CGS
 CT0784  HISTORY     - 1957     GOOD             NGS
 CT0784
 CT0784                          STATION DESCRIPTION
 CT0784
 CT0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0784'4.9 MI E FROM LUEDERS.
 CT0784'IN SHACKELFORD COUNTY, 4.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS
 CT0784'RAILROAD OF TEXAS FROM LUEDERS, JONES COUNTY, 0.3 MILE WEST OF
 CT0784'MILEPOST 207, AT A CULVERT, IN THE TOP OF THE EAST END OF THE CONCRETE
 CT0784'HEAD WALL, AND 15 FEET SOUTH OF THE CENTER LINE OF THE TRACK. A
 CT0784'STANDARD DISK, STAMPED R 192 1933.  NOTE-- THE MARK WAS RECOVERED IN
 CT0784'THE SOUTHWEST END OF A FOUR-TUBE CULVERT INSTEAD OF THE EAST END AS
 CT0784'DESCRIBED.  THIS IS JUST SOUTH OF A CULVERT UNDER U.S. HIGHWAY 180 AND
 CT0784'380.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0392 ***********************************************************************
 CT0392  DESIGNATION -  R 193
 CT0392  PID         -  CT0392
 CT0392  STATE/COUNTY-  TX/CALLAHAN
 CT0392  USGS QUAD   -  PUTNAM SOUTH (1987)
 CT0392
 CT0392                         *CURRENT SURVEY CONTROL
 CT0392  ___________________________________________________________________
 CT0392* NAD 83(1986)-  32 22 11.     (N)    099 12 13.     (W)     SCALED    
 CT0392* NAVD 88     -       488.363  (meters)    1602.24   (feet)  ADJUSTED  
 CT0392  ___________________________________________________________________
 CT0392  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 CT0392  DYNAMIC HT  -         487.730 (meters)    1600.16  (feet)  COMP
 CT0392  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 CT0392
 CT0392  VERT ORDER  -  FIRST     CLASS II
 CT0392
 CT0392.The horizontal coordinates were scaled from a topographic map and have
 CT0392.an estimated accuracy of +/- 6 seconds.
 CT0392
 CT0392.The orthometric height was determined by differential leveling
 CT0392.and adjusted by the National Geodetic Survey in June 1991..
 CT0392.WARNING-Repeat measurements at this control monument indicate possible
 CT0392.vertical movement.
 CT0392
 CT0392.The geoid height was determined by GEOID03.
 CT0392
 CT0392.The dynamic height is computed by dividing the NAVD 88
 CT0392.geopotential number by the normal gravity value computed on the
 CT0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0392.degrees latitude (g = 980.6199 gals.).
 CT0392
 CT0392.The modeled gravity was interpolated from observed gravity values.
 CT0392
 CT0392;                    North         East    Units  Estimated Accuracy
 CT0392;SPC TXNC     - 2,078,190.      533,790.      MT  (+/- 180 meters Scaled)
 CT0392
 CT0392                          SUPERSEDED SURVEY CONTROL
 CT0392
 CT0392  NGVD 29 (??/??/92)  488.280  (m)         1601.97   (f) ADJ UNCH    1 2
 CT0392
 CT0392.Superseded values are not recommended for survey control.
 CT0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0392.See file dsdata.txt to determine how the superseded data were derived.
 CT0392
 CT0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA808814(NAD 83)
 CT0392_MARKER: DB = BENCH MARK DISK
 CT0392_SETTING: 66 = SET IN ROCK OUTCROP
 CT0392_SP_SET: ROCK FLAT
 CT0392_STAMPING: R 193 1933
 CT0392_MARK LOGO: CGS   
 CT0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0392+STABILITY: POSITION/ELEVATION WELL
 CT0392
 CT0392  HISTORY     - Date     Condition        Report By
 CT0392  HISTORY     - 1933     MONUMENTED       CGS
 CT0392  HISTORY     - 1956     GOOD             NGS
 CT0392  HISTORY     - 1983     GOOD             NGS
 CT0392
 CT0392                          STATION DESCRIPTION
 CT0392
 CT0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0392'0.5 MI W FROM PUTNAM.
 CT0392'0.5 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0392'PUTNAM, 61.6 FEET SOUTH OF THE SOUTH RAIL, 32.5 FEET SOUTHEAST OF THE
 CT0392'8TH POLE WEST OF MILEPOST 374, 40 FEET NORTH OF A FENCE, 6 FEET BELOW
 CT0392'THE TOP OF THE RAILS, SET IN THE TOP OF A LARGE FLAT ROCK.
 CT0392
 CT0392                          STATION RECOVERY (1983)
 CT0392
 CT0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0392'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  51.8 KM
 CT0392'(32.15 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0392'RAILROAD STATION IN ABILENE, OR 28.1 KM (17.45 MI) WESTERLY ALONG
 CT0392'INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH FARM ROAD 2461 IN RANGER,
 CT0392'THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG CONRAD HILTON AVENUE, THENCE
 CT0392'22.0 KM (13.65 MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0143 ***********************************************************************
 CT0143  DESIGNATION -  R 194
 CT0143  PID         -  CT0143
 CT0143  STATE/COUNTY-  TX/ERATH
 CT0143  USGS QUAD   -  ALEXANDER (1979)
 CT0143
 CT0143                         *CURRENT SURVEY CONTROL
 CT0143  ___________________________________________________________________
 CT0143* NAD 83(1986)-  32 02 57.     (N)    098 10 14.     (W)     SCALED    
 CT0143* NAVD 88     -       344.021  (meters)    1128.68   (feet)  ADJUSTED  
 CT0143  ___________________________________________________________________
 CT0143  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CT0143  DYNAMIC HT  -         343.586 (meters)    1127.25  (feet)  COMP
 CT0143  MODELED GRAV-     979,363.9   (mgal)                       NAVD 88
 CT0143
 CT0143  VERT ORDER  -  SECOND    CLASS 0
 CT0143
 CT0143.The horizontal coordinates were scaled from a topographic map and have
 CT0143.an estimated accuracy of +/- 6 seconds.
 CT0143
 CT0143.The orthometric height was determined by differential leveling
 CT0143.and adjusted by the National Geodetic Survey in June 1991..
 CT0143
 CT0143.The geoid height was determined by GEOID03.
 CT0143
 CT0143.The dynamic height is computed by dividing the NAVD 88
 CT0143.geopotential number by the normal gravity value computed on the
 CT0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0143.degrees latitude (g = 980.6199 gals.).
 CT0143
 CT0143.The modeled gravity was interpolated from observed gravity values.
 CT0143
 CT0143;                    North         East    Units  Estimated Accuracy
 CT0143;SPC TXNC     - 2,042,470.      631,110.      MT  (+/- 180 meters Scaled)
 CT0143
 CT0143                          SUPERSEDED SURVEY CONTROL
 CT0143
 CT0143  NGVD 29 (??/??/92)  343.943  (m)         1128.42   (f) ADJ UNCH    2 0
 CT0143
 CT0143.Superseded values are not recommended for survey control.
 CT0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0143.See file dsdata.txt to determine how the superseded data were derived.
 CT0143
 CT0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA783461(NAD 83)
 CT0143_MARKER: DB = BENCH MARK DISK
 CT0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0143_STAMPING: R 194 1933 1128.420
 CT0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0143+STABILITY: SURFACE MOTION
 CT0143
 CT0143  HISTORY     - Date     Condition        Report By
 CT0143  HISTORY     - 1933     MONUMENTED       CGS
 CT0143  HISTORY     - 1954     GOOD             NGS
 CT0143  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0143
 CT0143                          STATION DESCRIPTION
 CT0143
 CT0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0143'2.4 MI E FROM ALEXANDER.
 CT0143'ABOUT 2.4 MILES EAST ALONG THE M.K.T.R.R. FROM THE RAILROAD CROSSING
 CT0143'AT ALEXANDER, ERATH COUNTY, ABOUT 6 POLES EAST OF M.P. NO. 95, AT A
 CT0143'FARM ROAD CROSSING, 100 YARDS SOUTH OF THE FARM HOUSE, 1/4 MILE SOUTH
 CT0143'OF HIGHWAY NO. 6, 48 FEET EAST OF THE ROAD CROSSING THE TRACKS, 45
 CT0143'FEET SOUTH OF THE CENTERLINE OF THE TRACKS AND 2 FEET NORTH OF THE
 CT0143'RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED AS ABOVE AND SET IN A
 CT0143'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.
 CT0143
 CT0143                          STATION RECOVERY (1995)
 CT0143
 CT0143'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0760 ***********************************************************************
 BZ0760  DESIGNATION -  R 195
 BZ0760  PID         -  BZ0760
 BZ0760  STATE/COUNTY-  TX/HILL
 BZ0760  USGS QUAD   -  WHITNEY (1979)
 BZ0760
 BZ0760                         *CURRENT SURVEY CONTROL
 BZ0760  ___________________________________________________________________
 BZ0760* NAD 83(1986)-  31 56 45.     (N)    097 21 20.     (W)     SCALED    
 BZ0760* NAVD 88     -       171.470  (meters)     562.56   (feet)  ADJUSTED  
 BZ0760  ___________________________________________________________________
 BZ0760  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BZ0760  DYNAMIC HT  -         171.258 (meters)     561.87  (feet)  COMP
 BZ0760  MODELED GRAV-     979,400.9   (mgal)                       NAVD 88
 BZ0760
 BZ0760  VERT ORDER  -  SECOND    CLASS 0
 BZ0760
 BZ0760.The horizontal coordinates were scaled from a topographic map and have
 BZ0760.an estimated accuracy of +/- 6 seconds.
 BZ0760
 BZ0760.The orthometric height was determined by differential leveling
 BZ0760.and adjusted by the National Geodetic Survey in June 1991..
 BZ0760
 BZ0760.The geoid height was determined by GEOID03.
 BZ0760
 BZ0760.The dynamic height is computed by dividing the NAVD 88
 BZ0760.geopotential number by the normal gravity value computed on the
 BZ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0760.degrees latitude (g = 980.6199 gals.).
 BZ0760
 BZ0760.The modeled gravity was interpolated from observed gravity values.
 BZ0760
 BZ0760;                    North         East    Units  Estimated Accuracy
 BZ0760;SPC TXNC     - 2,031,550.      708,210.      MT  (+/- 180 meters Scaled)
 BZ0760
 BZ0760                          SUPERSEDED SURVEY CONTROL
 BZ0760
 BZ0760  NGVD 29 (??/??/92)  171.434  (m)          562.45   (f) ADJ UNCH    2 0
 BZ0760
 BZ0760.Superseded values are not recommended for survey control.
 BZ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0760.See file dsdata.txt to determine how the superseded data were derived.
 BZ0760
 BZ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA554356(NAD 83)
 BZ0760_MARKER: DB = BENCH MARK DISK
 BZ0760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0760_SP_SET: ABUTMENT
 BZ0760_STAMPING: R 195 1933 562.446
 BZ0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0760
 BZ0760  HISTORY     - Date     Condition        Report By
 BZ0760  HISTORY     - 1933     MONUMENTED       CGS
 BZ0760  HISTORY     - 1951     GOOD             NGS
 BZ0760
 BZ0760                          STATION DESCRIPTION
 BZ0760
 BZ0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ0760'2 MI W FROM WHITNEY.
 BZ0760'ABOUT 02.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 BZ0760'WHITNEY, HILL COUNTY, AT BRIDGE 35.9, AND IN THE TOP OF THE SOUTH END
 BZ0760'OF THE EAST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED R 195 1933
 BZ0760'562.446.  NOTE-- THE M.K.T.R.R. IS BEING REBUILT TO CLEAR LAKE
 BZ0760'WHITNEY.  THE PRESENT RIGHT-OF-WAY WILL BE ABANDONED AND THE STEEL
 BZ0760'REMOVED.  THE MAXIMUM LAKE LEVEL IS 570 FEET WHICH WILL COVER THE AREA
 BZ0760'AT THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0387 ***********************************************************************
 BM0387  DESIGNATION -  R 196
 BM0387  PID         -  BM0387
 BM0387  STATE/COUNTY-  TX/MILAM
 BM0387  USGS QUAD   -  SAN GABRIEL (1989)
 BM0387
 BM0387                         *CURRENT SURVEY CONTROL
 BM0387  ___________________________________________________________________
 BM0387* NAD 83(1986)-  30 37 38.     (N)    097 08 10.     (W)     SCALED    
 BM0387* NAVD 88     -       134.30   (+/-2cm)     440.6    (feet)  VERTCON   
 BM0387  ___________________________________________________________________
 BM0387  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0387
 BM0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0387
 BM0387.The horizontal coordinates were scaled from a topographic map and have
 BM0387.an estimated accuracy of +/- 6 seconds.
 BM0387
 BM0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0387.The vertical order pertains to the NGVD 29 superseded value.
 BM0387
 BM0387.The geoid height was determined by GEOID03.
 BM0387
 BM0387;                    North         East    Units  Estimated Accuracy
 BM0387;SPC TX C     - 3,110,890.    1,006,460.      MT  (+/- 180 meters Scaled)
 BM0387
 BM0387                          SUPERSEDED SURVEY CONTROL
 BM0387
 BM0387  NGVD 29 (??/??/92)  134.24   (m)          440.4    (f) COMPUTED    2 0
 BM0387
 BM0387.Superseded values are not recommended for survey control.
 BM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0387.See file dsdata.txt to determine how the superseded data were derived.
 BM0387
 BM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU786897(NAD 83)
 BM0387_MARKER: DB = BENCH MARK DISK
 BM0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0387_SP_SET: CULVERT
 BM0387_STAMPING: R-196 1933
 BM0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0387
 BM0387  HISTORY     - Date     Condition        Report By
 BM0387  HISTORY     - 1933     MONUMENTED       CGS
 BM0387  HISTORY     - 1952     GOOD             MPRR
 BM0387  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0387
 BM0387                          STATION DESCRIPTION
 BM0387
 BM0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0387'4.3 MI E FROM THORNEDALE.
 BM0387'4.3 MILES EAST OF, ALONG INTERNATIONAL AND GREAT NORTHERN R.R. AT
 BM0387'MILEPOST 128, SET HORIZONTAL IN TOP OF SOUTHEAST END OF CONCRETE
 BM0387'CULVERT.
 BM0387
 BM0387                          STATION RECOVERY (1952)
 BM0387
 BM0387'RECOVERY NOTE BY MISSOURI PACIFIC RAILROAD 1952
 BM0387'RECOVERED IN GOOD CONDITION.
 BM0387
 BM0387                          STATION RECOVERY (1999)
 BM0387
 BM0387'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0388 ***********************************************************************
 BM0388  DESIGNATION -  R 196 RESET 1952
 BM0388  PID         -  BM0388
 BM0388  STATE/COUNTY-  TX/MILAM
 BM0388  USGS QUAD   -  SAN GABRIEL (1989)
 BM0388
 BM0388                         *CURRENT SURVEY CONTROL
 BM0388  ___________________________________________________________________
 BM0388* NAD 83(1986)-  30 37 38.     (N)    097 08 10.     (W)     SCALED    
 BM0388* NAVD 88     -       132.60   (+/-2cm)     435.0    (feet)  VERTCON   
 BM0388  ___________________________________________________________________
 BM0388  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0388
 BM0388  VERT ORDER  -  THIRD (See Below)
 BM0388
 BM0388.The horizontal coordinates were scaled from a topographic map and have
 BM0388.an estimated accuracy of +/- 6 seconds.
 BM0388
 BM0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0388.The vertical order pertains to the NGVD 29 superseded value.
 BM0388
 BM0388.The geoid height was determined by GEOID03.
 BM0388
 BM0388;                    North         East    Units  Estimated Accuracy
 BM0388;SPC TX C     - 3,110,890.    1,006,460.      MT  (+/- 180 meters Scaled)
 BM0388
 BM0388                          SUPERSEDED SURVEY CONTROL
 BM0388
 BM0388  NGVD 29 (??/??/??)  132.53   (m)          434.8    (f) RESET       3  
 BM0388
 BM0388.Superseded values are not recommended for survey control.
 BM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0388.See file dsdata.txt to determine how the superseded data were derived.
 BM0388
 BM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU786897(NAD 83)
 BM0388_MARKER: DB = BENCH MARK DISK
 BM0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0388_SP_SET: CULVERT
 BM0388_STAMPING: R 196 RESET 1952
 BM0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0388
 BM0388  HISTORY     - Date     Condition        Report By
 BM0388  HISTORY     - 1952     MONUMENTED       MPRR
 BM0388  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 BM0388
 BM0388                          STATION DESCRIPTION
 BM0388
 BM0388'DESCRIBED BY MISSOURI PACIFIC RAILROAD 1952
 BM0388'4.3 MI E FROM THORNDALE.
 BM0388'4.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0388'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THORNDALE, MILAM COUNTY,
 BM0388'ON U.S. HIGHWAY 79, OPPOSITE RAILROAD MILEPOST 128, AT A CONCRETE
 BM0388'CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE SOUTHEAST CORNER OF
 BM0388'THE SOUTH HEADWALL.
 BM0388
 BM0388                          STATION RECOVERY (1991)
 BM0388
 BM0388'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0392 ***********************************************************************
 BZ0392  DESIGNATION -  R 197
 BZ0392  PID         -  BZ0392
 BZ0392  STATE/COUNTY-  TX/ROBERTSON
 BZ0392  USGS QUAD   -  OWENSVILLE (1978)
 BZ0392
 BZ0392                         *CURRENT SURVEY CONTROL
 BZ0392  ___________________________________________________________________
 BZ0392* NAD 83(1986)-  31 00 32.     (N)    096 30 41.     (W)     SCALED    
 BZ0392* NAVD 88     -       125.13   (+/-2cm)     410.5    (feet)  VERTCON   
 BZ0392  ___________________________________________________________________
 BZ0392  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BZ0392
 BZ0392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0392
 BZ0392.The horizontal coordinates were scaled from a topographic map and have
 BZ0392.an estimated accuracy of +/- 6 seconds.
 BZ0392
 BZ0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0392.The vertical order pertains to the NGVD 29 superseded value.
 BZ0392
 BZ0392.The geoid height was determined by GEOID03.
 BZ0392
 BZ0392;                    North         East    Units  Estimated Accuracy
 BZ0392;SPC TX C     - 3,155,060.    1,064,860.      MT  (+/- 180 meters Scaled)
 BZ0392
 BZ0392                          SUPERSEDED SURVEY CONTROL
 BZ0392
 BZ0392  NGVD 29 (??/??/92)  125.092  (m)          410.41   (f) ADJ UNCH    2 0
 BZ0392
 BZ0392.Superseded values are not recommended for survey control.
 BZ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0392.See file dsdata.txt to determine how the superseded data were derived.
 BZ0392
 BZ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV375332(NAD 83)
 BZ0392_MARKER: DB = BENCH MARK DISK
 BZ0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0392_SP_SET: CULVERT
 BZ0392_STAMPING: 410.416 R 197 1933
 BZ0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0392
 BZ0392  HISTORY     - Date     Condition        Report By
 BZ0392  HISTORY     - 1933     MONUMENTED       CGS
 BZ0392
 BZ0392                          STATION DESCRIPTION
 BZ0392
 BZ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0392'2.1 MI SW FROM FRANKLIN.
 BZ0392'2.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0392'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM FRANKLIN, ROBERTSON
 BZ0392'COUNTY, NEAR POLE 78/21, AND IN THE TOP OF THE NORTHWEST CORNER OF A
 BZ0392'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0987 ***********************************************************************
 BZ0987  DESIGNATION -  R 198
 BZ0987  PID         -  BZ0987
 BZ0987  STATE/COUNTY-  TX/CORYELL
 BZ0987  USGS QUAD   -  GATESVILLE EAST (1994)
 BZ0987
 BZ0987                         *CURRENT SURVEY CONTROL
 BZ0987  ___________________________________________________________________
 BZ0987* NAD 83(1986)-  31 26 04.     (N)    097 43 50.     (W)     SCALED    
 BZ0987* NAVD 88     -       251.589  (meters)     825.42   (feet)  ADJUSTED  
 BZ0987  ___________________________________________________________________
 BZ0987  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BZ0987  DYNAMIC HT  -         251.258 (meters)     824.34  (feet)  COMP
 BZ0987  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 BZ0987
 BZ0987  VERT ORDER  -  SECOND    CLASS 0
 BZ0987
 BZ0987.The horizontal coordinates were scaled from a topographic map and have
 BZ0987.an estimated accuracy of +/- 6 seconds.
 BZ0987
 BZ0987.The orthometric height was determined by differential leveling
 BZ0987.and adjusted by the National Geodetic Survey in June 1991..
 BZ0987
 BZ0987.The geoid height was determined by GEOID03.
 BZ0987
 BZ0987.The dynamic height is computed by dividing the NAVD 88
 BZ0987.geopotential number by the normal gravity value computed on the
 BZ0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0987.degrees latitude (g = 980.6199 gals.).
 BZ0987
 BZ0987.The modeled gravity was interpolated from observed gravity values.
 BZ0987
 BZ0987;                    North         East    Units  Estimated Accuracy
 BZ0987;SPC TX C     - 3,198,860.      947,400.      MT  (+/- 180 meters Scaled)
 BZ0987
 BZ0987                          SUPERSEDED SURVEY CONTROL
 BZ0987
 BZ0987  NGVD 29 (??/??/92)  251.527  (m)          825.22   (f) ADJ UNCH    2 0
 BZ0987
 BZ0987.Superseded values are not recommended for survey control.
 BZ0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0987.See file dsdata.txt to determine how the superseded data were derived.
 BZ0987
 BZ0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV206784(NAD 83)
 BZ0987_MARKER: DB = BENCH MARK DISK
 BZ0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0987_SP_SET: BUILDING FOUNDATION
 BZ0987_STAMPING: R 198 1933
 BZ0987_MARK LOGO: CGS   
 BZ0987_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0987
 BZ0987  HISTORY     - Date     Condition        Report By
 BZ0987  HISTORY     - 1933     MONUMENTED       CGS
 BZ0987  HISTORY     - 1957     GOOD             DOD
 BZ0987  HISTORY     - 19910220 GOOD             USGS
 BZ0987  HISTORY     - 20010317 GOOD             USPSQD
 BZ0987
 BZ0987                          STATION DESCRIPTION
 BZ0987
 BZ0987'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0987'IN GATESVILLE.
 BZ0987'AT GATESVILLE, CORYELL COUNTY, AT THE MAIN ENTRANCE TO THE ST. LOUIS
 BZ0987'SOUTHWESTERN RAILWAY STATION, IN THE EAST CONCRETE FOUNDATION, AND 1/2
 BZ0987'FOOT ABOVE GROUND, AND SET VERTICALLY.
 BZ0987
 BZ0987                          STATION RECOVERY (1991)
 BZ0987
 BZ0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ0987'IN GATESVILLE, AT THE OLD RAILROAD DEPOT WHICH NOW HOUSES THE CHAMBER
 BZ0987'OF COMMERCE, 1 FOOT (0.3 M) NORTHWEST OF THE MOST NORTHWEST DOOR ON
 BZ0987'THE NORTHEAST SIDE OF THE BUILDING, IN THE CONCRETE FOUNDATION, AND
 BZ0987'ABOUT FLUSH WITH THE CONCRETE WALK.  A STANDARD DISK SET VERTICALLY.
 BZ0987
 BZ0987                          STATION RECOVERY (2001)
 BZ0987
 BZ0987'RECOVERY NOTE BY US POWER SQUADRON 2001 (GMF)
 BZ0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0903 ***********************************************************************
 BZ0903  DESIGNATION -  R 199
 BZ0903  PID         -  BZ0903
 BZ0903  STATE/COUNTY-  TX/BELL
 BZ0903  USGS QUAD   -  TROY (1993)
 BZ0903
 BZ0903                         *CURRENT SURVEY CONTROL
 BZ0903  ___________________________________________________________________
 BZ0903* NAD 83(1986)-  31 08 12.     (N)    097 20 22.     (W)     SCALED    
 BZ0903* NAVD 88     -       214.284  (meters)     703.03   (feet)  ADJUSTED  
 BZ0903  ___________________________________________________________________
 BZ0903  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BZ0903  DYNAMIC HT  -         214.001 (meters)     702.10  (feet)  COMP
 BZ0903  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 BZ0903
 BZ0903  VERT ORDER  -  FIRST     CLASS II
 BZ0903
 BZ0903.The horizontal coordinates were scaled from a topographic map and have
 BZ0903.an estimated accuracy of +/- 6 seconds.
 BZ0903
 BZ0903.The orthometric height was determined by differential leveling
 BZ0903.and adjusted by the National Geodetic Survey in June 1991..
 BZ0903
 BZ0903.The geoid height was determined by GEOID03.
 BZ0903
 BZ0903.The dynamic height is computed by dividing the NAVD 88
 BZ0903.geopotential number by the normal gravity value computed on the
 BZ0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0903.degrees latitude (g = 980.6199 gals.).
 BZ0903
 BZ0903.The modeled gravity was interpolated from observed gravity values.
 BZ0903
 BZ0903;                    North         East    Units  Estimated Accuracy
 BZ0903;SPC TX C     - 3,166,800.      985,450.      MT  (+/- 180 meters Scaled)
 BZ0903
 BZ0903                          SUPERSEDED SURVEY CONTROL
 BZ0903
 BZ0903  NGVD 29 (??/??/92)  214.236  (m)          702.87   (f) ADJ UNCH    1 2
 BZ0903
 BZ0903.Superseded values are not recommended for survey control.
 BZ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0903.See file dsdata.txt to determine how the superseded data were derived.
 BZ0903
 BZ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV583459(NAD 83)
 BZ0903_MARKER: DB = BENCH MARK DISK
 BZ0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0903_SP_SET: CULVERT
 BZ0903_STAMPING: R 199 1933
 BZ0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0903
 BZ0903  HISTORY     - Date     Condition        Report By
 BZ0903  HISTORY     - 1933     MONUMENTED       CGS
 BZ0903  HISTORY     - 1980     GOOD             NGS
 BZ0903  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0903  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0903
 BZ0903                          STATION DESCRIPTION
 BZ0903
 BZ0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0903'2.9 MI N FROM TEMPLE.
 BZ0903'2.9 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0903'TEMPLE, BELL COUNTY, 985 FEET NORTH OF MILEPOST 221, IN THE TOP OF THE
 BZ0903'EAST HEADWALL OF STONE CULVERT 221 A, AND 50 FEET EAST OF THE
 BZ0903'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED R 199 1933.
 BZ0903
 BZ0903                          STATION RECOVERY (1980)
 BZ0903
 BZ0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0903'RECOVERED IN GOOD CONDITION.
 BZ0903
 BZ0903                          STATION RECOVERY (1995)
 BZ0903
 BZ0903'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0903'MARK NOT FOUND.
 BZ0903
 BZ0903                          STATION RECOVERY (2003)
 BZ0903
 BZ0903'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0059 ***********************************************************************
 EO0059  DESIGNATION -  R 20
 EO0059  PID         -  EO0059
 EO0059  STATE/COUNTY-  TX/DEAF SMITH
 EO0059  USGS QUAD   -  HEREFORD (1970)
 EO0059
 EO0059                         *CURRENT SURVEY CONTROL
 EO0059  ___________________________________________________________________
 EO0059* NAD 83(1986)-  34 46 42.     (N)    102 26 37.     (W)     SCALED    
 EO0059* NAVD 88     -      1178.029  (meters)    3864.92   (feet)  POSTED    
 EO0059  ___________________________________________________________________
 EO0059  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 EO0059  DYNAMIC HT  -        1176.540 (meters)    3860.03  (feet)  COMP
 EO0059  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 EO0059
 EO0059  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0059
 EO0059.The horizontal coordinates were scaled from a topographic map and have
 EO0059.an estimated accuracy of +/- 6 seconds.
 EO0059
 EO0059.The orthometric height was determined by differential leveling
 EO0059.and adjusted by the National Geodetic Survey in 1992..
 EO0059.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0059.rate of 2.1 thru 3.0 mm/km.
 EO0059
 EO0059.The geoid height was determined by GEOID03.
 EO0059
 EO0059.The dynamic height is computed by dividing the NAVD 88
 EO0059.geopotential number by the normal gravity value computed on the
 EO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0059.degrees latitude (g = 980.6199 gals.).
 EO0059
 EO0059.The modeled gravity was interpolated from observed gravity values.
 EO0059
 EO0059;                    North         East    Units  Estimated Accuracy
 EO0059;SPC TX N     - 1,086,760.      113,630.      MT  (+/- 180 meters Scaled)
 EO0059
 EO0059                          SUPERSEDED SURVEY CONTROL
 EO0059
 EO0059  NGVD 29 (??/??/92) 1177.507  (m)         3863.20   (f) ADJ UNCH    1 2
 EO0059
 EO0059.Superseded values are not recommended for survey control.
 EO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0059.See file dsdata.txt to determine how the superseded data were derived.
 EO0059
 EO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU339514(NAD 83)
 EO0059_MARKER: P = PIPE CAP
 EO0059_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0059_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0059_STAMPING: R 20 1911 ELEV. 3863.204 FT.
 EO0059_MARK LOGO: CGS   
 EO0059_MAGNETIC: P = MARKER IS A STEEL PIPE
 EO0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0059+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 EO0059
 EO0059  HISTORY     - Date     Condition        Report By
 EO0059  HISTORY     - 1911     MONUMENTED       CGS
 EO0059  HISTORY     - 1958     GOOD             NGS
 EO0059  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0059  HISTORY     - 20020314 POOR             NGS
 EO0059
 EO0059                          STATION DESCRIPTION
 EO0059
 EO0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0059'3.7 MI SW FROM HEREFORD.
 EO0059'ABOUT 3.7 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0059'FROM THE STATION AT HEREFORD, 8 TELEPHONE POLES SOUTHWEST OF MILE POST
 EO0059'603, 91 1/2 FEET SOUTHEAST OF THE NEAR RAIL, 33 FEET EAST OF A
 EO0059'TELEPHONE POLE, 7 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 4 FEET
 EO0059'NORTHWEST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT
 EO0059'4 FEET BELOW THE TRACK, AND ON THE TOP OF AN IRON PIPE PROJECTING 4
 EO0059'INCHES.  NOTE-- 1911 WAS STAMPED ON THE MARK BY THIS PARTY.
 EO0059
 EO0059                          STATION RECOVERY (1984)
 EO0059
 EO0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0059'MARK NOT FOUND.
 EO0059
 EO0059                          STATION RECOVERY (2002)
 EO0059
 EO0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0059'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS, THE RAILROAD IS
 EO0059'NOW THE
 EO0059'BURLINGTON NORTHERN SANTE FE,  DELETE BOTH REFERENCES TO TELEPHONE
 EO0059'POLES AND A
 EO0059'WITNESS POST, ADD 1.6 M NORTHWEST OF A WITNESS POST AND FENCE.
 EO0059'NOTE--THE MARK HAS
 EO0059'BEEN HIT AND IS LEANING.
 EO0059' 
 EO0059' 
 EO0059' 
 EO0059' 
 EO0059' 
 EO0059' 
 EO0059' 
 EO0059' 
 EO0059'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0694 ***********************************************************************
 BM0694  DESIGNATION -  R 200
 BM0694  PID         -  BM0694
 BM0694  STATE/COUNTY-  TX/WILLIAMSON
 BM0694  USGS QUAD   -  LIBERTY HILL (1979)
 BM0694
 BM0694                         *CURRENT SURVEY CONTROL
 BM0694  ___________________________________________________________________
 BM0694* NAD 83(1986)-  30 38 09.     (N)    097 52 34.     (W)     SCALED    
 BM0694* NAVD 88     -       282.302  (meters)     926.19   (feet)  ADJUSTED  
 BM0694  ___________________________________________________________________
 BM0694  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BM0694  DYNAMIC HT  -         281.918 (meters)     924.93  (feet)  COMP
 BM0694  MODELED GRAV-     979,275.8   (mgal)                       NAVD 88
 BM0694
 BM0694  VERT ORDER  -  SECOND    CLASS 0
 BM0694
 BM0694.The horizontal coordinates were scaled from a topographic map and have
 BM0694.an estimated accuracy of +/- 6 seconds.
 BM0694
 BM0694.The orthometric height was determined by differential leveling
 BM0694.and adjusted by the National Geodetic Survey in June 1991..
 BM0694
 BM0694.The geoid height was determined by GEOID03.
 BM0694
 BM0694.The dynamic height is computed by dividing the NAVD 88
 BM0694.geopotential number by the normal gravity value computed on the
 BM0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0694.degrees latitude (g = 980.6199 gals.).
 BM0694
 BM0694.The modeled gravity was interpolated from observed gravity values.
 BM0694
 BM0694;                    North         East    Units  Estimated Accuracy
 BM0694;SPC TX C     - 3,110,040.      935,520.      MT  (+/- 180 meters Scaled)
 BM0694
 BM0694                          SUPERSEDED SURVEY CONTROL
 BM0694
 BM0694  NGVD 29 (??/??/92)  282.228  (m)          925.94   (f) ADJ UNCH    2 0
 BM0694
 BM0694.Superseded values are not recommended for survey control.
 BM0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0694.See file dsdata.txt to determine how the superseded data were derived.
 BM0694
 BM0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU077897(NAD 83)
 BM0694_MARKER: DB = BENCH MARK DISK
 BM0694_SETTING: 66 = SET IN ROCK OUTCROP
 BM0694_SP_SET: LEDGE
 BM0694_STAMPING: R-200 1933
 BM0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0694+STABILITY: POSITION/ELEVATION WELL
 BM0694
 BM0694  HISTORY     - Date     Condition        Report By
 BM0694  HISTORY     - 1933     MONUMENTED       CGS
 BM0694  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0694
 BM0694                          STATION DESCRIPTION
 BM0694
 BM0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0694'3.2 MI SE FROM LIBERTY HILL.
 BM0694'ALONG TEXAS AND NEW ORLEANS RAILROAD, APPROXIMATELY 350 SOUTHWEST OF
 BM0694'CENTER OF TRACK FROM A POINT 35 FEET NORTHWEST OF MILEPOST 36, 33 FEET
 BM0694'NORTHWEST OF 36 IN. BLACK OAK TREE AND 46 FEET WEST OF ANOTHER BLACK
 BM0694'OAK TREE, IN LIMESTONE LEDGE.
 BM0694
 BM0694                          STATION RECOVERY (1990)
 BM0694
 BM0694'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0634 ***********************************************************************
 BM0634  DESIGNATION -  R 201
 BM0634  PID         -  BM0634
 BM0634  STATE/COUNTY-  TX/TRAVIS
 BM0634  USGS QUAD   -  AUSTIN EAST (1988)
 BM0634
 BM0634                         *CURRENT SURVEY CONTROL
 BM0634  ___________________________________________________________________
 BM0634* NAD 83(1986)-  30 15 46.     (N)    097 44 41.     (W)     SCALED    
 BM0634* NAVD 88     -       144.477  (meters)     474.00   (feet)  ADJUSTED  
 BM0634  ___________________________________________________________________
 BM0634  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BM0634  DYNAMIC HT  -         144.280 (meters)     473.36  (feet)  COMP
 BM0634  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 BM0634
 BM0634  VERT ORDER  -  FIRST     CLASS II
 BM0634
 BM0634.The horizontal coordinates were scaled from a topographic map and have
 BM0634.an estimated accuracy of +/- 6 seconds.
 BM0634
 BM0634.The orthometric height was determined by differential leveling
 BM0634.and adjusted by the National Geodetic Survey in June 1991..
 BM0634
 BM0634.The geoid height was determined by GEOID03.
 BM0634
 BM0634.The dynamic height is computed by dividing the NAVD 88
 BM0634.geopotential number by the normal gravity value computed on the
 BM0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0634.degrees latitude (g = 980.6199 gals.).
 BM0634
 BM0634.The modeled gravity was interpolated from observed gravity values.
 BM0634
 BM0634;                    North         East    Units  Estimated Accuracy
 BM0634;SPC TX C     - 3,068,980.      949,070.      MT  (+/- 180 meters Scaled)
 BM0634
 BM0634                          SUPERSEDED SURVEY CONTROL
 BM0634
 BM0634  NGVD 29 (??/??/92)  144.408  (m)          473.78   (f) ADJ UNCH    1 2
 BM0634
 BM0634.Superseded values are not recommended for survey control.
 BM0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0634.See file dsdata.txt to determine how the superseded data were derived.
 BM0634
 BM0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU207485(NAD 83)
 BM0634_MARKER: DB = BENCH MARK DISK
 BM0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0634_SP_SET: WALL
 BM0634_STAMPING: R 201 1933
 BM0634_MARK LOGO: CGS   
 BM0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0634
 BM0634  HISTORY     - Date     Condition        Report By
 BM0634  HISTORY     - 1933     MONUMENTED       CGS
 BM0634  HISTORY     - 1973     GOOD             NGS
 BM0634  HISTORY     - 1980     GOOD             NGS
 BM0634  HISTORY     - 1983     GOOD             USPSQD
 BM0634  HISTORY     - 1990     GOOD             USPSQD
 BM0634  HISTORY     - 19980730 GOOD             USPSQD
 BM0634  HISTORY     - 20010224 GOOD             USPSQD
 BM0634  HISTORY     - 20030308 GOOD             USPSQD
 BM0634  HISTORY     - 20050226 GOOD             USPSQD
 BM0634
 BM0634                          STATION DESCRIPTION
 BM0634
 BM0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0634'IN AUSTIN.
 BM0634'AT THE NORTH END OF THE CONGRESS AVENUE BRIDGE OVER THE COLORADO
 BM0634'RIVER, AT AUSTIN, 60.6 FEET WEST OF THE CENTER LINE OF CONGRESS AVE,
 BM0634'SET IN TOP OF THE SOUTHWEST END OF A CONCRETE WALL, 3.3 FEET ABOVE THE
 BM0634'GROUND.  NOTE-- THE RETAINING WALL IS CRACKED AND OLD BUT THE DISK WAS
 BM0634'STILL SOLID.
 BM0634
 BM0634                          STATION RECOVERY (1980)
 BM0634
 BM0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0634'RECOVERED IN GOOD CONDITION.
 BM0634
 BM0634                          STATION RECOVERY (1983)
 BM0634
 BM0634'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0634'RECOVERED IN GOOD CONDITION.
 BM0634
 BM0634                          STATION RECOVERY (1990)
 BM0634
 BM0634'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0634'RECOVERED IN GOOD CONDITION.
 BM0634
 BM0634                          STATION RECOVERY (1998)
 BM0634
 BM0634'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0634'RECOVERED IN GOOD CONDITION.
 BM0634
 BM0634                          STATION RECOVERY (2001)
 BM0634
 BM0634'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM0634'RECOVERED IN GOOD CONDITION.
 BM0634
 BM0634                          STATION RECOVERY (2003)
 BM0634
 BM0634'RECOVERY NOTE BY US POWER SQUADRON 2003 (TSC)
 BM0634'RECOVERED IN GOOD CONDITION.
 BM0634
 BM0634                          STATION RECOVERY (2005)
 BM0634
 BM0634'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 BM0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0090 ***********************************************************************
 BN0090  DESIGNATION -  R 202
 BN0090  PID         -  BN0090
 BN0090  STATE/COUNTY-  TX/BLANCO
 BN0090  USGS QUAD   -  MONUMENT HILL (1963)
 BN0090
 BN0090                         *CURRENT SURVEY CONTROL
 BN0090  ___________________________________________________________________
 BN0090* NAD 83(1986)-  30 14 59.     (N)    098 23 15.     (W)     SCALED    
 BN0090* NAVD 88     -       393.118  (meters)    1289.75   (feet)  ADJUSTED  
 BN0090  ___________________________________________________________________
 BN0090  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 BN0090  DYNAMIC HT  -         392.576 (meters)    1287.98  (feet)  COMP
 BN0090  MODELED GRAV-     979,251.1   (mgal)                       NAVD 88
 BN0090
 BN0090  VERT ORDER  -  SECOND    CLASS 0
 BN0090
 BN0090.The horizontal coordinates were scaled from a topographic map and have
 BN0090.an estimated accuracy of +/- 6 seconds.
 BN0090
 BN0090.The orthometric height was determined by differential leveling
 BN0090.and adjusted by the National Geodetic Survey in June 1991..
 BN0090
 BN0090.The geoid height was determined by GEOID03.
 BN0090
 BN0090.The dynamic height is computed by dividing the NAVD 88
 BN0090.geopotential number by the normal gravity value computed on the
 BN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0090.degrees latitude (g = 980.6199 gals.).
 BN0090
 BN0090.The modeled gravity was interpolated from observed gravity values.
 BN0090
 BN0090;                    North         East    Units  Estimated Accuracy
 BN0090;SPC TX C     - 3,066,270.      887,260.      MT  (+/- 180 meters Scaled)
 BN0090
 BN0090                          SUPERSEDED SURVEY CONTROL
 BN0090
 BN0090  NGVD 29 (??/??/92)  393.031  (m)         1289.47   (f) ADJ UNCH    2 0
 BN0090
 BN0090.Superseded values are not recommended for survey control.
 BN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0090.See file dsdata.txt to determine how the superseded data were derived.
 BN0090
 BN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU589466(NAD 83)
 BN0090_MARKER: DB = BENCH MARK DISK
 BN0090_SETTING: 66 = SET IN ROCK OUTCROP
 BN0090_SP_SET: ROCK OUTCROP
 BN0090_STAMPING: R 202 1933
 BN0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0090+STABILITY: POSITION/ELEVATION WELL
 BN0090
 BN0090  HISTORY     - Date     Condition        Report By
 BN0090  HISTORY     - 1933     MONUMENTED       CGS
 BN0090  HISTORY     - 1963     GOOD             USGS
 BN0090  HISTORY     - 19910318 MARK NOT FOUND   USPSQD
 BN0090
 BN0090                          STATION DESCRIPTION
 BN0090
 BN0090'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BN0090'2.5 MI SE FROM JOHNSON CITY.
 BN0090'JOHNSON CITY, COURT HOUSE.  1 BLOCK SOUTH TO U.S. HWY. 290.  2.6 MI.
 BN0090'SE ALONG HWY 290.  570 FT. N OF CENTER LINE OF N BOUND LANE AT T-RD.
 BN0090'E.  143 FT. ENE OF N. BOUND LANE.  IN ROCK OUTCROP A STANDARD TABLET
 BN0090'STAMPED R 202 1933.
 BN0090
 BN0090                          STATION RECOVERY (1991)
 BN0090
 BN0090'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0428 ***********************************************************************
 BZ0428  DESIGNATION -  R 204
 BZ0428  PID         -  BZ0428
 BZ0428  STATE/COUNTY-  TX/LEON
 BZ0428  USGS QUAD   -  NORMANGEE (1982)
 BZ0428
 BZ0428                         *CURRENT SURVEY CONTROL
 BZ0428  ___________________________________________________________________
 BZ0428* NAD 83(1986)-  31 06 08.     (N)    096 07 27.     (W)     SCALED    
 BZ0428* NAVD 88     -       142.79   (+/-2cm)     468.5    (feet)  VERTCON   
 BZ0428  ___________________________________________________________________
 BZ0428  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BZ0428
 BZ0428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0428
 BZ0428.The horizontal coordinates were scaled from a topographic map and have
 BZ0428.an estimated accuracy of +/- 6 seconds.
 BZ0428
 BZ0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0428.The vertical order pertains to the NGVD 29 superseded value.
 BZ0428
 BZ0428.The geoid height was determined by GEOID03.
 BZ0428
 BZ0428;                    North         East    Units  Estimated Accuracy
 BZ0428;SPC TX C     - 3,166,730.    1,101,420.      MT  (+/- 180 meters Scaled)
 BZ0428
 BZ0428                          SUPERSEDED SURVEY CONTROL
 BZ0428
 BZ0428  NGVD 29 (??/??/92)  142.761  (m)          468.38   (f) ADJ UNCH    2 0
 BZ0428
 BZ0428.Superseded values are not recommended for survey control.
 BZ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0428.See file dsdata.txt to determine how the superseded data were derived.
 BZ0428
 BZ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV743444(NAD 83)
 BZ0428_MARKER: DB = BENCH MARK DISK
 BZ0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0428_STAMPING: 468.451 R 204 1933
 BZ0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0428+STABILITY: SURFACE MOTION
 BZ0428
 BZ0428  HISTORY     - Date     Condition        Report By
 BZ0428  HISTORY     - 1933     MONUMENTED       CGS
 BZ0428  HISTORY     - 1947     GOOD             NGS
 BZ0428
 BZ0428                          STATION DESCRIPTION
 BZ0428
 BZ0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0428'3.3 MI S FROM FLYNN.
 BZ0428'ABOUT 3.3 MILES SOUTH ALONG THE BURLINGTON ROCK ISLAND RAILROAD FROM
 BZ0428'THE STATION AT FLYNN, ABOUT 137 YARDS NORTH OF A ROAD CROSSING, 51.0
 BZ0428'FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK, 11.0
 BZ0428'FEET NORTHWEST OF MILE POST 165, 3.0 FEET EAST OF THE RIGHT OF WAY
 BZ0428'FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST. A BRONZE DISK SET
 BZ0428'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 BZ0428'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1677 ***********************************************************************
 BL1677  DESIGNATION -  R 205
 BL1677  PID         -  BL1677
 BL1677  STATE/COUNTY-  TX/WALKER
 BL1677  USGS QUAD   -  HUNTSVILLE (1976)
 BL1677
 BL1677                         *CURRENT SURVEY CONTROL
 BL1677  ___________________________________________________________________
 BL1677* NAD 83(1986)-  30 44 25.     (N)    095 35 54.     (W)     SCALED    
 BL1677* NAVD 88     -       110.05   (+/-2cm)     361.1    (feet)  VERTCON   
 BL1677  ___________________________________________________________________
 BL1677  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BL1677
 BL1677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1677
 BL1677.The horizontal coordinates were scaled from a topographic map and have
 BL1677.an estimated accuracy of +/- 6 seconds.
 BL1677
 BL1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1677.The vertical order pertains to the NGVD 29 superseded value.
 BL1677
 BL1677.The geoid height was determined by GEOID03.
 BL1677
 BL1677;                    North         East    Units  Estimated Accuracy
 BL1677;SPC TX C     - 3,128,660.    1,153,250.      MT  (+/- 180 meters Scaled)
 BL1677
 BL1677                          SUPERSEDED SURVEY CONTROL
 BL1677
 BL1677  NGVD 29 (??/??/92)  110.050  (m)          361.06   (f) ADJ UNCH    2 0
 BL1677
 BL1677.Superseded values are not recommended for survey control.
 BL1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1677.See file dsdata.txt to determine how the superseded data were derived.
 BL1677
 BL1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ512037(NAD 83)
 BL1677_MARKER: DB = BENCH MARK DISK
 BL1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1677_STAMPING: R 205 1933 361.105
 BL1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1677+STABILITY: SURFACE MOTION
 BL1677
 BL1677  HISTORY     - Date     Condition        Report By
 BL1677  HISTORY     - 1933     MONUMENTED       CGS
 BL1677  HISTORY     - 1947     GOOD             NGS
 BL1677  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1677
 BL1677                          STATION DESCRIPTION
 BL1677
 BL1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1677'3.2 MI NW FROM HUNTSVILLE.
 BL1677'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE COURT HOUSE AT
 BL1677'HUNTSVILLE, 0.9 MILE WEST OF THE ENTRANCE TO THE SAM HOUSTON STATE
 BL1677'COLLEGE AIRPORT, AT THE TOP OF A SMALL HILL, 35.0 FEET SOUTH OF THE
 BL1677'CENTER OF THE HIGHWAY, 13.5 FEET EAST OF THE CENTER OF A WOODEN GATE
 BL1677'IN THE SOUTH RIGHT OF WAY FENCE, 1.2 FOOT NORTH OF THE SOUTH RIGHT OF
 BL1677'WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE HIGHWAY AND
 BL1677'PROJECTING 0.3 FOOT.
 BL1677
 BL1677                          STATION RECOVERY (1996)
 BL1677
 BL1677'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0061 ***********************************************************************
 BM0061  DESIGNATION -  R 206
 BM0061  PID         -  BM0061
 BM0061  STATE/COUNTY-  TX/GRIMES
 BM0061  USGS QUAD   -  NAVASOTA (1989)
 BM0061
 BM0061                         *CURRENT SURVEY CONTROL
 BM0061  ___________________________________________________________________
 BM0061* NAD 83(1986)-  30 25 36.     (N)    096 04 36.     (W)     SCALED    
 BM0061* NAVD 88     -        60.03   (+/-2cm)     196.9    (feet)  VERTCON   
 BM0061  ___________________________________________________________________
 BM0061  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BM0061
 BM0061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0061
 BM0061.The horizontal coordinates were scaled from a topographic map and have
 BM0061.an estimated accuracy of +/- 6 seconds.
 BM0061
 BM0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0061.The vertical order pertains to the NGVD 29 superseded value.
 BM0061
 BM0061.The geoid height was determined by GEOID03.
 BM0061
 BM0061;                    North         East    Units  Estimated Accuracy
 BM0061;SPC TX C     - 3,092,070.    1,108,810.      MT  (+/- 180 meters Scaled)
 BM0061
 BM0061                          SUPERSEDED SURVEY CONTROL
 BM0061
 BM0061  NGVD 29 (??/??/92)   60.014  (m)          196.90   (f) ADJ UNCH    2 0
 BM0061
 BM0061.Superseded values are not recommended for survey control.
 BM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0061.See file dsdata.txt to determine how the superseded data were derived.
 BM0061
 BM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU807696(NAD 83)
 BM0061_MARKER: DB = BENCH MARK DISK
 BM0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0061_SP_SET: MONUMENT
 BM0061_STAMPING: R-206 1933
 BM0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0061
 BM0061  HISTORY     - Date     Condition        Report By
 BM0061  HISTORY     - 1933     MONUMENTED       CGS
 BM0061  HISTORY     - 1958     MARK NOT FOUND   USGS
 BM0061
 BM0061                          STATION DESCRIPTION
 BM0061
 BM0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0061'3.0 MI NE FROM NAVASOTA.
 BM0061'3.0 MILES NORTHEAST OF, ALONG INTERNATIONAL AND GREAT NORTHERN
 BM0061'RAILROAD.  90 FEET NORTH OF SOUTHWEST END OF RAILROAD BRIDGE MARKED
 BM0061'3/12.  50 FEET NORTHWEST OF CENTER OF TRACK.
 BM0061
 BM0061                          STATION RECOVERY (1958)
 BM0061
 BM0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BM0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0117 ***********************************************************************
 BM0117  DESIGNATION -  R 207
 BM0117  PID         -  BM0117
 BM0117  STATE/COUNTY-  TX/WASHINGTON
 BM0117  USGS QUAD   -  BRENHAM (1989)
 BM0117
 BM0117                         *CURRENT SURVEY CONTROL
 BM0117  ___________________________________________________________________
 BM0117* NAD 83(1993)-  30 12 33.91974(N)    096 26 25.86346(W)     ADJUSTED  
 BM0117* NAVD 88     -        99.77   (+/-2cm)     327.3    (feet)  VERTCON   
 BM0117  ___________________________________________________________________
 BM0117  X           -    -618,814.626 (meters)                     COMP
 BM0117  Y           -  -5,481,858.546 (meters)                     COMP
 BM0117  Z           -   3,190,494.155 (meters)                     COMP
 BM0117  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BM0117  ELLIP HEIGHT-          72.77  (meters)          (02/16/96) GPS OBS
 BM0117  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BM0117
 BM0117  HORZ ORDER  -  THIRD
 BM0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0117  ELLP ORDER  -  FIFTH     CLASS I
 BM0117
 BM0117.The horizontal coordinates were established by GPS observations
 BM0117.and adjusted by the National Geodetic Survey in February 1996..
 BM0117
 BM0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0117.The vertical order pertains to the NGVD 29 superseded value.
 BM0117
 BM0117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM0117
 BM0117.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0117
 BM0117.The ellipsoidal height was determined by GPS observations
 BM0117.and is referenced to NAD 83.
 BM0117
 BM0117.The geoid height was determined by GEOID03.
 BM0117
 BM0117;                    North         East     Units Scale Factor Converg.
 BM0117;SPC TX C     - 3,066,725.919 1,074,726.871   MT  0.99997653   +2 00 18.1
 BM0117;SPC TX C     -10,061,416.62  3,525,999.74   sFT  0.99997653   +2 00 18.1
 BM0117;UTM  14      - 3,344,761.455   746,376.937   MT  1.00034895   +1 17 18.5
 BM0117
 BM0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0117!SPC TX C     -   0.99998857  x   0.99997653  =   0.99996510
 BM0117!UTM  14      -   0.99998857  x   1.00034895  =   1.00033752
 BM0117
 BM0117                          SUPERSEDED SURVEY CONTROL
 BM0117
 BM0117  ELLIP H (01/21/93)   72.58   (m)                       GP(       ) 4 2
 BM0117  NAD 83(1986)-  30 12 33.93640(N)    096 26 25.84325(W) AD(       ) 3
 BM0117  NAD 83(1986)-  30 12 33.93785(N)    096 26 25.84576(W) AD(       ) 3
 BM0117  NGVD 29 (??/??/92)   99.736  (m)          327.22   (f) ADJ UNCH    2 0
 BM0117
 BM0117.Superseded values are not recommended for survey control.
 BM0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0117.See file dsdata.txt to determine how the superseded data were derived.
 BM0117
 BM0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU4637744761(NAD 83)
 BM0117_MARKER: DB = BENCH MARK DISK
 BM0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0117_STAMPING: 327.296 R 207 1933
 BM0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0117+STABILITY: SURFACE MOTION
 BM0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0117+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BM0117
 BM0117  HISTORY     - Date     Condition        Report By
 BM0117  HISTORY     - 1987     MONUMENTED       NGS
 BM0117  HISTORY     - 1963     GOOD             USGS
 BM0117  HISTORY     - 19910624 GOOD             USPSQD
 BM0117  HISTORY     - 19991009 GOOD             USPSQD
 BM0117
 BM0117                          STATION DESCRIPTION
 BM0117
 BM0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BM0117'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI)
 BM0117'SOUTHEAST OF SOMERVILLE, 14.5 KM (9.0 MI) EAST-NORTHEAST OF BURTON,
 BM0117'8.0 KM (5.0 MI) NORTHWEST OF BRENHAM AND IN THE SOUTH ANGLE OF
 BM0117'RAILROAD AND A ROAD CROSSING ON RAILROAD RIGHT-OF-WAY.
 BM0117'OWNERSHIP--SANTE FE RAILWAY COMPANY, 1310 HOUSTON CLUB BUILDING,
 BM0117'HOUSTON TX 7707, PHONE 713-229-7600.
 BM0117'
 BM0117'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 36 AND
 BM0117'BUSINESS 36, ABOUT 4.8 KM (3.0 MI) NORTHWEST OF BRENHAM.  GO
 BM0117'NORTHWEST ON STATE HIGHWAY 36 FOR 4.0 KM (2.5 MI) TO COUNTY ROAD
 BM0117'56A ON THE LEFT, TURN LEFT AND GO SOUTHWEST ON A DIRT ROAD FOR 1.2
 BM0117'KM (0.75 MI) TO A ROAD ON THE LEFT.  BEAR RIGHT, CONTINUING
 BM0117'SOUTHWESTERLY FOR 1.1 KM (0.7 MI) TO A RAILROAD CROSSING AND
 BM0117'THE STATION.
 BM0117'
 BM0117'THE STATION IS A STANDARD CGS  DISK
 BM0117'STAMPED---327.296 R 207 1933---,
 BM0117'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BM0117'25 CM ON SIDE PROJECTING 15 CM ABOVE GROUND.  LOCATED
 BM0117'24.4 METERS (80.1 FT) SOUTH FROM THE CENTER OF ROAD AND RAILROAD
 BM0117'CROSSING,
 BM0117'21.6 METERS (70.9 FT) SOUTHWEST FROM THE CENTER OF THE TRACKS,
 BM0117'10.7 METERS (35.1 FT) SOUTHEAST FROM THE CENTER OF THE DIRT ROAD,
 BM0117'0.4 METERS (1.3 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST AND
 BM0117'0.6 METERS (2.0 FT) NORTHEAST FROM A RIGHT-OF-WAY FENCELINE.
 BM0117'
 BM0117'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 BM0117'
 BM0117'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BM0117'
 BM0117'DESCRIBED BY B.L. LAMBERT.
 BM0117
 BM0117                          STATION RECOVERY (1963)
 BM0117
 BM0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BM0117'3.9 MI NW FROM BRENHAM.
 BM0117'3.9 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BM0117'THE STATION AT BRENHAM, WASHINGTON COUNTY, THREE POLES NORTHWEST OF
 BM0117'MILE POST 130 AT A GRAVEL-ROAD CROSSING, 80 FEET SOUTH OF THE CENTER
 BM0117'OF THE CROSSING, 71 FEET SOUTHWEST OF THE CENTERLINE OF THE RAILROAD,
 BM0117'36 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET
 BM0117'NORTHEAST OF A FENCE.  A STANDARD DISK STAMPED 327.296 R 207 1933 AND
 BM0117'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 BM0117
 BM0117                          STATION RECOVERY (1991)
 BM0117
 BM0117'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0117'RECOVERED IN GOOD CONDITION.
 BM0117
 BM0117                          STATION RECOVERY (1999)
 BM0117
 BM0117'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0197 ***********************************************************************
 BM0197  DESIGNATION -  R 208
 BM0197  PID         -  BM0197
 BM0197  STATE/COUNTY-  TX/WASHINGTON
 BM0197  USGS QUAD   -  WELCOME (1989)
 BM0197
 BM0197                         *CURRENT SURVEY CONTROL
 BM0197  ___________________________________________________________________
 BM0197* NAD 83(1986)-  30 06 47.     (N)    096 23 10.     (W)     SCALED    
 BM0197* NAVD 88     -       117.99   (+/-2cm)     387.1    (feet)  VERTCON   
 BM0197  ___________________________________________________________________
 BM0197  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BM0197
 BM0197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0197
 BM0197.The horizontal coordinates were scaled from a topographic map and have
 BM0197.an estimated accuracy of +/- 6 seconds.
 BM0197
 BM0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0197.The vertical order pertains to the NGVD 29 superseded value.
 BM0197
 BM0197.The geoid height was determined by GEOID03.
 BM0197
 BM0197;                    North         East    Units  Estimated Accuracy
 BM0197;SPC TX C     - 3,056,240.    1,080,340.      MT  (+/- 180 meters Scaled)
 BM0197
 BM0197                          SUPERSEDED SURVEY CONTROL
 BM0197
 BM0197  NGVD 29 (??/??/92)  117.959  (m)          387.00   (f) ADJ UNCH    2 0
 BM0197
 BM0197.Superseded values are not recommended for survey control.
 BM0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0197.See file dsdata.txt to determine how the superseded data were derived.
 BM0197
 BM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU518341(NAD 83)
 BM0197_MARKER: DB = BENCH MARK DISK
 BM0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0197_STAMPING: R 208 1933 387.066
 BM0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0197+STABILITY: SURFACE MOTION
 BM0197
 BM0197  HISTORY     - Date     Condition        Report By
 BM0197  HISTORY     - 1933     MONUMENTED       CGS
 BM0197  HISTORY     - 1954     GOOD             NGS
 BM0197  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0197  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0197
 BM0197                          STATION DESCRIPTION
 BM0197
 BM0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0197'3.7 MI SE FROM BRENHAM.
 BM0197'3.7 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BM0197'FROM THE STATION AT BRENHAM, 2 POLES SOUTHEAST OF MILEPOST 122, 72
 BM0197'FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 31 FEET
 BM0197'NORTHEAST OF THE NORTHEAST RAIL, 3 FEET SOUTHEAST OF A WITNESS POST,
 BM0197'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 BM0197'GROUND.
 BM0197
 BM0197                          STATION RECOVERY (1991)
 BM0197
 BM0197'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0197'MARK NOT FOUND.
 BM0197
 BM0197                          STATION RECOVERY (1999)
 BM0197
 BM0197'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0487 ***********************************************************************
 CC0487  DESIGNATION -  R 21
 CC0487  PID         -  CC0487
 CC0487  STATE/COUNTY-  TX/REEVES
 CC0487  USGS QUAD   -  ORLA SE (1961)
 CC0487
 CC0487                         *CURRENT SURVEY CONTROL
 CC0487  ___________________________________________________________________
 CC0487* NAD 83(1986)-  31 46 17.     (N)    103 47 57.     (W)     SCALED    
 CC0487* NAVD 88     -       832.673  (meters)    2731.86   (feet)  ADJUSTED  
 CC0487  ___________________________________________________________________
 CC0487  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CC0487  DYNAMIC HT  -         831.437 (meters)    2727.81  (feet)  COMP
 CC0487  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 CC0487
 CC0487  VERT ORDER  -  FIRST     CLASS II
 CC0487
 CC0487.The horizontal coordinates were scaled from a topographic map and have
 CC0487.an estimated accuracy of +/- 6 seconds.
 CC0487
 CC0487.The orthometric height was determined by differential leveling
 CC0487.and adjusted by the National Geodetic Survey in June 1991..
 CC0487
 CC0487.The geoid height was determined by GEOID03.
 CC0487
 CC0487.The dynamic height is computed by dividing the NAVD 88
 CC0487.geopotential number by the normal gravity value computed on the
 CC0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0487.degrees latitude (g = 980.6199 gals.).
 CC0487
 CC0487.The modeled gravity was interpolated from observed gravity values.
 CC0487
 CC0487;                    North         East    Units  Estimated Accuracy
 CC0487;SPC TX C     - 3,238,440.      371,760.      MT  (+/- 180 meters Scaled)
 CC0487
 CC0487                          SUPERSEDED SURVEY CONTROL
 CC0487
 CC0487  NGVD 29 (??/??/92)  832.229  (m)         2730.40   (f) ADJ UNCH    1 2
 CC0487
 CC0487.Superseded values are not recommended for survey control.
 CC0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0487.See file dsdata.txt to determine how the superseded data were derived.
 CC0487
 CC0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR137157(NAD 83)
 CC0487_MARKER: X = CHISELED CROSS
 CC0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0487_SP_SET: SECTION RAIL
 CC0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0487
 CC0487  HISTORY     - Date     Condition        Report By
 CC0487  HISTORY     - UNK      MONUMENTED       CGS
 CC0487  HISTORY     - 1957     GOOD             NGS
 CC0487
 CC0487                          STATION DESCRIPTION
 CC0487
 CC0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0487'8.2 MI SE FROM ORLA.
 CC0487'ABOUT 8.2 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0487'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 49 1/2 FEET NORTH OF
 CC0487'MILEPOST 239, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ON THE TOP
 CC0487'OF A VERTICAL SECTION OF RAIL WHICH IS OLD MILEPOST 239 AND WHICH
 CC0487'PROJECTS 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1244 ***********************************************************************
 AX1244  DESIGNATION -  R 210
 AX1244  PID         -  AX1244
 AX1244  STATE/COUNTY-  TX/COLORADO
 AX1244  USGS QUAD   -  ROCK ISLAND (1981)
 AX1244
 AX1244                         *CURRENT SURVEY CONTROL
 AX1244  ___________________________________________________________________
 AX1244* NAD 83(1986)-  29 33 13.     (N)    096 31 40.     (W)     SCALED    
 AX1244* NAVD 88     -        66.85   (+/-2cm)     219.3    (feet)  VERTCON   
 AX1244  ___________________________________________________________________
 AX1244  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX1244
 AX1244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1244
 AX1244.The horizontal coordinates were scaled from a topographic map and have
 AX1244.an estimated accuracy of +/- 6 seconds.
 AX1244
 AX1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1244.The vertical order pertains to the NGVD 29 superseded value.
 AX1244
 AX1244.The geoid height was determined by GEOID03.
 AX1244
 AX1244;                    North         East    Units  Estimated Accuracy
 AX1244;SPC TXSC     - 4,193,190.      839,550.      MT  (+/- 180 meters Scaled)
 AX1244
 AX1244                          SUPERSEDED SURVEY CONTROL
 AX1244
 AX1244  NGVD 29 (??/??/92)   66.837  (m)          219.28   (f) ADJ UNCH    2 0
 AX1244
 AX1244.Superseded values are not recommended for survey control.
 AX1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1244.See file dsdata.txt to determine how the superseded data were derived.
 AX1244
 AX1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT395718(NAD 83)
 AX1244_MARKER: DB = BENCH MARK DISK
 AX1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1244_SP_SET: MONUMENT
 AX1244_STAMPING: R-210 1934
 AX1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1244
 AX1244  HISTORY     - Date     Condition        Report By
 AX1244  HISTORY     - 1934     MONUMENTED       CGS
 AX1244  HISTORY     - 1963     GOOD             NGS
 AX1244  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1244
 AX1244                          STATION DESCRIPTION
 AX1244
 AX1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX1244'3.2 MI E FROM ROCK ISLAND.
 AX1244'3.2 MILES EAST OF ALONG TEXAS, AND NEW ORLEANS RAILROAD.  80 FEET WEST
 AX1244'OF MILE POST 74, 45 FEET NORTH OF CENTER OF TRACK.
 AX1244
 AX1244                          STATION RECOVERY (1963)
 AX1244
 AX1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AX1244'RECOVERED IN GOOD CONDITION.
 AX1244
 AX1244                          STATION RECOVERY (1991)
 AX1244
 AX1244'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0031 ***********************************************************************
 CB0031  DESIGNATION -  R 211
 CB0031  PID         -  CB0031
 CB0031  STATE/COUNTY-  TX/TOM GREEN
 CB0031  USGS QUAD   -  SAN ANGELO NORTH (1978)
 CB0031
 CB0031                         *CURRENT SURVEY CONTROL
 CB0031  ___________________________________________________________________
 CB0031* NAD 83(1986)-  31 30 19.     (N)    100 22 48.     (W)     SCALED    
 CB0031* NAVD 88     -       569.570  (meters)    1868.66   (feet)  ADJUSTED  
 CB0031  ___________________________________________________________________
 CB0031  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CB0031  DYNAMIC HT  -         568.793 (meters)    1866.12  (feet)  COMP
 CB0031  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 CB0031
 CB0031  VERT ORDER  -  SECOND    CLASS 0
 CB0031
 CB0031.The horizontal coordinates were scaled from a topographic map and have
 CB0031.an estimated accuracy of +/- 6 seconds.
 CB0031
 CB0031.The orthometric height was determined by differential leveling
 CB0031.and adjusted by the National Geodetic Survey in June 1991..
 CB0031
 CB0031.The geoid height was determined by GEOID03.
 CB0031
 CB0031.The dynamic height is computed by dividing the NAVD 88
 CB0031.geopotential number by the normal gravity value computed on the
 CB0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0031.degrees latitude (g = 980.6199 gals.).
 CB0031
 CB0031.The modeled gravity was interpolated from observed gravity values.
 CB0031
 CB0031;                    North         East    Units  Estimated Accuracy
 CB0031;SPC TX C     - 3,203,820.      695,570.      MT  (+/- 180 meters Scaled)
 CB0031
 CB0031                          SUPERSEDED SURVEY CONTROL
 CB0031
 CB0031  NGVD 29 (??/??/92)  569.414  (m)         1868.15   (f) ADJ UNCH    2 0
 CB0031
 CB0031.Superseded values are not recommended for survey control.
 CB0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0031.See file dsdata.txt to determine how the superseded data were derived.
 CB0031
 CB0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV689864(NAD 83)
 CB0031_MARKER: DB = BENCH MARK DISK
 CB0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0031_STAMPING: 1868.133 R 211 1934
 CB0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0031+STABILITY: SURFACE MOTION
 CB0031
 CB0031  HISTORY     - Date     Condition        Report By
 CB0031  HISTORY     - 1934     MONUMENTED       CGS
 CB0031  HISTORY     - 1940     GOOD             NGS
 CB0031
 CB0031                          STATION DESCRIPTION
 CB0031
 CB0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0031'4.0 MI NE FROM SAN ANGELO.
 CB0031'4.0 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0031'SAN ANGELO, TOM GREEN COUNTY, 24 FEET NORTH OF MILEPOST 68, 39 FEET
 CB0031'EAST OF THE CENTERLINE OF THE TRACK, AND 12 FEET WEST OF THE
 CB0031'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1868.133 R 211 1934 AND
 CB0031'SET IN THE TOP OF A CONCRETE POST.
 CB0031
 CB0031                          STATION RECOVERY (1940)
 CB0031
 CB0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0669 ***********************************************************************
 CA0669  DESIGNATION -  R 212
 CA0669  PID         -  CA0669
 CA0669  STATE/COUNTY-  TX/RUNNELS
 CA0669  USGS QUAD   -  WINTERS (1987)
 CA0669
 CA0669                         *CURRENT SURVEY CONTROL
 CA0669  ___________________________________________________________________
 CA0669* NAD 83(1986)-  31 59 17.     (N)    099 57 39.     (W)     SCALED    
 CA0669* NAVD 88     -       565.501  (meters)    1855.31   (feet)  ADJUSTED  
 CA0669  ___________________________________________________________________
 CA0669  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CA0669  DYNAMIC HT  -         564.763 (meters)    1852.89  (feet)  COMP
 CA0669  MODELED GRAV-     979,315.3   (mgal)                       NAVD 88
 CA0669
 CA0669  VERT ORDER  -  SECOND    CLASS 0
 CA0669
 CA0669.The horizontal coordinates were scaled from a topographic map and have
 CA0669.an estimated accuracy of +/- 6 seconds.
 CA0669
 CA0669.The orthometric height was determined by differential leveling
 CA0669.and adjusted by the National Geodetic Survey in June 1991..
 CA0669
 CA0669.The geoid height was determined by GEOID03.
 CA0669
 CA0669.The dynamic height is computed by dividing the NAVD 88
 CA0669.geopotential number by the normal gravity value computed on the
 CA0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0669.degrees latitude (g = 980.6199 gals.).
 CA0669
 CA0669.The modeled gravity was interpolated from observed gravity values.
 CA0669
 CA0669;                    North         East    Units  Estimated Accuracy
 CA0669;SPC TX C     - 3,257,410.      735,200.      MT  (+/- 180 meters Scaled)
 CA0669
 CA0669                          SUPERSEDED SURVEY CONTROL
 CA0669
 CA0669  NGVD 29 (??/??/92)  565.388  (m)         1854.94   (f) ADJ UNCH    2 0
 CA0669
 CA0669.Superseded values are not recommended for survey control.
 CA0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0669.See file dsdata.txt to determine how the superseded data were derived.
 CA0669
 CA0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA092395(NAD 83)
 CA0669_MARKER: DB = BENCH MARK DISK
 CA0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0669_SP_SET: ABUTMENT
 CA0669_STAMPING: R 212 1934
 CA0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0669
 CA0669  HISTORY     - Date     Condition        Report By
 CA0669  HISTORY     - 1934     MONUMENTED       CGS
 CA0669  HISTORY     - 1961     GOOD             NGS
 CA0669  HISTORY     - 1971     GOOD             NGS
 CA0669
 CA0669                          STATION DESCRIPTION
 CA0669
 CA0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CA0669'2.35 MI N FROM WINTERS.
 CA0669'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0669'THENCE 2.25 MILES NORTH ALONG U.S. HIGHWAY 83, 120 FEET EAST OF
 CA0669'RAILROAD BRIDGE 179, 12 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CA0669'SET IN TOP OF THE NORTHEAST END OF A CONCRETE BRIDGE ABUTMENT.
 CA0669
 CA0669                          STATION RECOVERY (1971)
 CA0669
 CA0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CA0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0076 ***********************************************************************
 AX0076  DESIGNATION -  R 212
 AX0076  PID         -  AX0076
 AX0076  STATE/COUNTY-  TX/COLORADO
 AX0076  USGS QUAD   -  EAGLE LAKE (1981)
 AX0076
 AX0076                         *CURRENT SURVEY CONTROL
 AX0076  ___________________________________________________________________
 AX0076* NAD 83(1986)-  29 35 20.     (N)    096 20 01.     (W)     SCALED    
 AX0076* NAVD 88     -        52.51   (+/-2cm)     172.3    (feet)  VERTCON   
 AX0076  ___________________________________________________________________
 AX0076  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0076
 AX0076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0076
 AX0076.The horizontal coordinates were scaled from a topographic map and have
 AX0076.an estimated accuracy of +/- 6 seconds.
 AX0076
 AX0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0076.The vertical order pertains to the NGVD 29 superseded value.
 AX0076
 AX0076.The geoid height was determined by GEOID03.
 AX0076
 AX0076;                    North         East    Units  Estimated Accuracy
 AX0076;SPC TXSC     - 4,197,510.      858,270.      MT  (+/- 180 meters Scaled)
 AX0076
 AX0076                          SUPERSEDED SURVEY CONTROL
 AX0076
 AX0076  NGVD 29 (??/??/92)   52.500  (m)          172.24   (f) ADJ UNCH    2 0
 AX0076
 AX0076.Superseded values are not recommended for survey control.
 AX0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0076.See file dsdata.txt to determine how the superseded data were derived.
 AX0076
 AX0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT582762(NAD 83)
 AX0076_MARKER: DB = BENCH MARK DISK
 AX0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0076_STAMPING: 172.237 R 212 1934
 AX0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0076+STABILITY: SURFACE MOTION
 AX0076
 AX0076  HISTORY     - Date     Condition        Report By
 AX0076  HISTORY     - 1934     MONUMENTED       CGS
 AX0076  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0076
 AX0076                          STATION DESCRIPTION
 AX0076
 AX0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0076'IN EAGLE LAKE.
 AX0076'AT EAGLE LAKE, COLORADO COUNTY, AT THE NORTH CORNER OF THE TOWN
 AX0076'SQUARE, 106.4 FEET WEST OF THE WEST CORNER OF THE TEXAS AND NEW
 AX0076'ORLEANS RAILROAD FREIGHT STATION, 84 FEET SOUTHEAST ACROSS U. S.
 AX0076'HIGHWAY 90 A FROM THE EAST CORNER OF THE MASONIC TEMPLE, 39.9 FEET
 AX0076'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET SOUTH OF THE
 AX0076'NORTH EDGE OF THE CONCRETE CURB AROUND THE TOWN SQUARE.  A STANDARD
 AX0076'DISK, STAMPED 172.237 R 212 1934 AND SET IN THE TOP OF A CONCRETE POST
 AX0076'ABOUT FLUSH WITH THE GROUND.
 AX0076
 AX0076                          STATION RECOVERY (1991)
 AX0076
 AX0076'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0670 ***********************************************************************
 CA0670  DESIGNATION -  R 212 RESET 1971
 CA0670  PID         -  CA0670
 CA0670  STATE/COUNTY-  TX/RUNNELS
 CA0670  USGS QUAD   -  WINTERS (1987)
 CA0670
 CA0670                         *CURRENT SURVEY CONTROL
 CA0670  ___________________________________________________________________
 CA0670* NAD 83(1986)-  31 59 14.     (N)    099 57 39.     (W)     SCALED    
 CA0670* NAVD 88     -       566.40   (+/-2cm)    1858.3    (feet)  VERTCON   
 CA0670  ___________________________________________________________________
 CA0670  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CA0670
 CA0670  VERT ORDER  -  THIRD (See Below)
 CA0670
 CA0670.The horizontal coordinates were scaled from a topographic map and have
 CA0670.an estimated accuracy of +/- 6 seconds.
 CA0670
 CA0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0670.The vertical order pertains to the NGVD 29 superseded value.
 CA0670
 CA0670.The geoid height was determined by GEOID03.
 CA0670
 CA0670;                    North         East    Units  Estimated Accuracy
 CA0670;SPC TX C     - 3,257,320.      735,210.      MT  (+/- 180 meters Scaled)
 CA0670
 CA0670                          SUPERSEDED SURVEY CONTROL
 CA0670
 CA0670  NGVD 29 (??/??/??)  566.28   (m)         1857.9    (f) RESET       3  
 CA0670
 CA0670.Superseded values are not recommended for survey control.
 CA0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0670.See file dsdata.txt to determine how the superseded data were derived.
 CA0670
 CA0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA092394(NAD 83)
 CA0670_MARKER: DB = BENCH MARK DISK
 CA0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0670_SP_SET: CONCRETE BASE
 CA0670_STAMPING: R 212 RESET 1971
 CA0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0670
 CA0670  HISTORY     - Date     Condition        Report By
 CA0670  HISTORY     - 1971     MONUMENTED       NGS
 CA0670
 CA0670                          STATION DESCRIPTION
 CA0670
 CA0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CA0670'2.25 MI N FROM WINTERS.
 CA0670'FROM THE POST OFFICE IN WINTERS, GO EAST ON STATE STREET FOR 0.1 MILE
 CA0670'TO U.S. HIGHWAY 83.  TURN LEFT AND GO NORTH ON U.S. HWY. 83 FOR 2.2
 CA0670'MILES TO THE JUNCTION OF FARM ROAD 2405 ON THE LEFT AND MARK ON THE
 CA0670'LEFT.  A STANDARD BENCH MARK DISK, SET IN A DRILL HOLE OF A 2 X 2 FT.
 CA0670'SQUARE CONCRETE BASE OF RAILROAD CROSSING SIGNAL LIGHT, AND STAMPED R
 CA0670'212 RESET 1971.  IT IS SET AT THE NORTHEAST CORNER OF THE SQUARE BASE,
 CA0670'84 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 83, 23 FEET NORTH OF THE
 CA0670'CENTER-LINE OF FARM ROAD 2405 AND 14 FEET EAST OF THE EAST TRACK OF
 CA0670'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4450 ***********************************************************************
 AW4450  DESIGNATION -  R 213
 AW4450  PID         -  AW4450
 AW4450  STATE/COUNTY-  TX/MATAGORDA
 AW4450  USGS QUAD   -  VAN VLECK (1980)
 AW4450
 AW4450                         *CURRENT SURVEY CONTROL
 AW4450  ___________________________________________________________________
 AW4450* NAD 83(1986)-  29 04 42.     (N)    095 57 40.     (W)     SCALED    
 AW4450* NAVD 88     -        18.94   (+/-2cm)      62.1    (feet)  VERTCON   
 AW4450  ___________________________________________________________________
 AW4450  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW4450
 AW4450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4450
 AW4450.The horizontal coordinates were scaled from a topographic map and have
 AW4450.an estimated accuracy of +/- 6 seconds.
 AW4450
 AW4450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4450.The vertical order pertains to the NGVD 29 superseded value.
 AW4450
 AW4450.The geoid height was determined by GEOID03.
 AW4450
 AW4450;                    North         East    Units  Estimated Accuracy
 AW4450;SPC TXSC     - 4,141,820.      895,810.      MT  (+/- 180 meters Scaled)
 AW4450
 AW4450                          SUPERSEDED SURVEY CONTROL
 AW4450
 AW4450  NGVD 29 (??/??/92)   18.95   (m)           62.2    (f) COMPUTED    2 0
 AW4450
 AW4450.Superseded values are not recommended for survey control.
 AW4450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4450.See file dsdata.txt to determine how the superseded data were derived.
 AW4450
 AW4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN117202(NAD 83)
 AW4450_MARKER: DB = BENCH MARK DISK
 AW4450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4450_STAMPING: R 213 1934
 AW4450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4450+STABILITY: SURFACE MOTION
 AW4450
 AW4450  HISTORY     - Date     Condition        Report By
 AW4450  HISTORY     - 1934     MONUMENTED       CGS
 AW4450  HISTORY     - 1942     GOOD             NGS
 AW4450  HISTORY     - 1962     GOOD             NGS
 AW4450  HISTORY     - 19961119 MARK NOT FOUND   USPSQD
 AW4450
 AW4450                          STATION DESCRIPTION
 AW4450
 AW4450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW4450'1.5 MI SE FROM MCCROSKEY.
 AW4450'TO REACH FROM MCCROSKEY SIGN POST.  PROCEED 1.5 MILES SOUTHEASTERLY
 AW4450'ALONG SANTA FE RAILROAD TRACKS TO SITE OF BENCH MARK.  BENCH MARK IS
 AW4450'ABOUT 30 FEET EAST OF CENTERLINE OF ROAD, 50 FEET WEST OF THE
 AW4450'CENTERLINE OF THE TRACK, ACROSS THE TRACK FROM MILE POST 62, AND 3
 AW4450'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  A STD. DISK SET IN
 AW4450'CONCRETE POST.
 AW4450
 AW4450                          STATION RECOVERY (1962)
 AW4450
 AW4450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AW4450'RECOVERED IN GOOD CONDITION.
 AW4450
 AW4450                          STATION RECOVERY (1996)
 AW4450
 AW4450'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1443 ***********************************************************************
 AY1443  DESIGNATION -  R 214
 AY1443  PID         -  AY1443
 AY1443  STATE/COUNTY-  TX/REAL
 AY1443  USGS QUAD   -  OWL HOLLOW (1971)
 AY1443
 AY1443                         *CURRENT SURVEY CONTROL
 AY1443  ___________________________________________________________________
 AY1443* NAD 83(1986)-  29 50 07.     (N)    099 46 39.     (W)     SCALED    
 AY1443* NAVD 88     -       538.685  (meters)    1767.34   (feet)  ADJUSTED  
 AY1443  ___________________________________________________________________
 AY1443  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 AY1443  DYNAMIC HT  -         537.888 (meters)    1764.72  (feet)  COMP
 AY1443  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 AY1443
 AY1443  VERT ORDER  -  SECOND    CLASS 0
 AY1443
 AY1443.The horizontal coordinates were scaled from a topographic map and have
 AY1443.an estimated accuracy of +/- 6 seconds.
 AY1443
 AY1443.The orthometric height was determined by differential leveling
 AY1443.and adjusted by the National Geodetic Survey in June 1991..
 AY1443
 AY1443.The geoid height was determined by GEOID03.
 AY1443
 AY1443.The dynamic height is computed by dividing the NAVD 88
 AY1443.geopotential number by the normal gravity value computed on the
 AY1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1443.degrees latitude (g = 980.6199 gals.).
 AY1443
 AY1443.The modeled gravity was interpolated from observed gravity values.
 AY1443
 AY1443;                    North         East    Units  Estimated Accuracy
 AY1443;SPC TXSC     - 4,222,120.      524,870.      MT  (+/- 180 meters Scaled)
 AY1443
 AY1443                          SUPERSEDED SURVEY CONTROL
 AY1443
 AY1443  NGVD 29 (??/??/92)  538.585  (m)         1767.01   (f) ADJ UNCH    2 0
 AY1443
 AY1443.Superseded values are not recommended for survey control.
 AY1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1443.See file dsdata.txt to determine how the superseded data were derived.
 AY1443
 AY1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU248007(NAD 83)
 AY1443_MARKER: DB = BENCH MARK DISK
 AY1443_SETTING: 66 = SET IN ROCK OUTCROP
 AY1443_SP_SET: ROCK
 AY1443_STAMPING: R 214 1934
 AY1443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1443+STABILITY: POSITION/ELEVATION WELL
 AY1443
 AY1443  HISTORY     - Date     Condition        Report By
 AY1443  HISTORY     - 1934     MONUMENTED       CGS
 AY1443  HISTORY     - 1953     GOOD             NGS
 AY1443  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1443  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1443
 AY1443                          STATION DESCRIPTION
 AY1443
 AY1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1443'9.2 MI N FROM LEAKEY.
 AY1443'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1443'COURTHOUSE AT LEAKEY, THENCE 7.8 MILES NORTH ALONG RANCH ROAD 336,
 AY1443'THENCE 0.4 MILE NORTH ALONG A WINDING ROCKY ROAD, THENCE ACROSS THE
 AY1443'FRIO RIVER, THENCE 0.2 MILE SOUTHWEST ALONG THE RIVER, 19 FEET SOUTH
 AY1443'OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHWEST OF A FENCE, 5.8 FEET
 AY1443'SOUTH OF A WITNESS POST, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF A
 AY1443'ROCK.
 AY1443
 AY1443                          STATION RECOVERY (2001)
 AY1443
 AY1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1443'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1443
 AY1443                          STATION RECOVERY (2001)
 AY1443
 AY1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1443'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0487 ***********************************************************************
 AO0487  DESIGNATION -  R 216
 AO0487  PID         -  AO0487
 AO0487  STATE/COUNTY-  TX/DIMMIT
 AO0487  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0487
 AO0487                         *CURRENT SURVEY CONTROL
 AO0487  ___________________________________________________________________
 AO0487* NAD 83(1986)-  28 37 59.     (N)    099 49 56.     (W)     SCALED    
 AO0487* NAVD 88     -       167.339  (meters)     549.01   (feet)  POSTED    
 AO0487  ___________________________________________________________________
 AO0487  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AO0487  DYNAMIC HT  -         167.090 (meters)     548.19  (feet)  COMP
 AO0487  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 AO0487
 AO0487  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AO0487
 AO0487.The horizontal coordinates were scaled from a topographic map and have
 AO0487.an estimated accuracy of +/- 6 seconds.
 AO0487
 AO0487.The orthometric height was determined by differential leveling
 AO0487.and adjusted by the National Geodetic Survey in 1992..
 AO0487.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AO0487.rate of 4.1 thru 8.0 mm/km.
 AO0487
 AO0487.The geoid height was determined by GEOID03.
 AO0487
 AO0487.The dynamic height is computed by dividing the NAVD 88
 AO0487.geopotential number by the normal gravity value computed on the
 AO0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0487.degrees latitude (g = 980.6199 gals.).
 AO0487
 AO0487.The modeled gravity was interpolated from observed gravity values.
 AO0487
 AO0487;                    North         East    Units  Estimated Accuracy
 AO0487;SPC TXSC     - 4,088,920.      518,630.      MT  (+/- 180 meters Scaled)
 AO0487
 AO0487                          SUPERSEDED SURVEY CONTROL
 AO0487
 AO0487  NGVD 29 (??/??/92)  167.270  (m)          548.78   (f) ADJ UNCH    2 0
 AO0487
 AO0487.Superseded values are not recommended for survey control.
 AO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0487.See file dsdata.txt to determine how the superseded data were derived.
 AO0487
 AO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS186676(NAD 83)
 AO0487_MARKER: DB = BENCH MARK DISK
 AO0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0487_STAMPING: 548.785 R 216 1934
 AO0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0487+STABILITY: SURFACE MOTION
 AO0487
 AO0487  HISTORY     - Date     Condition        Report By
 AO0487  HISTORY     - 1934     MONUMENTED       CGS
 AO0487  HISTORY     - 1972     GOOD             USGS
 AO0487
 AO0487                          STATION DESCRIPTION
 AO0487
 AO0487'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AO0487'4 MI S FROM CRYSTAL CITY.
 AO0487'CRYSTAL CITY, 4.2 MILES SOUTH OF ALONG THE MISSOURI-PACIFIC RAILROAD
 AO0487'TO CARRIZO SPRINGS, 0.4 MILES NORTHEAST OF MILEPOST 148, AT A PRIVATE
 AO0487'ROAD CROSSING, 94 FEET EAST AND 49 FEET N. OF THE CROSSING AND UNDER
 AO0487'THE R. O. W. FENCE.  A STANDARD DISK STAMPED 548.785 R 216 1934 AND
 AO0487'SET IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0216 ***********************************************************************
 AZ0216  DESIGNATION -  R 217
 AZ0216  PID         -  AZ0216
 AZ0216  STATE/COUNTY-  TX/VAL VERDE
 AZ0216  USGS QUAD   -  CARRUTHERS DRAW (1979)
 AZ0216
 AZ0216                         *CURRENT SURVEY CONTROL
 AZ0216  ___________________________________________________________________
 AZ0216* NAD 83(1986)-  29 45 40.     (N)    100 48 58.     (W)     SCALED    
 AZ0216* NAVD 88     -       506.849  (meters)    1662.89   (feet)  ADJUSTED  
 AZ0216  ___________________________________________________________________
 AZ0216  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0216  DYNAMIC HT  -         506.099 (meters)    1660.43  (feet)  COMP
 AZ0216  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 AZ0216
 AZ0216  VERT ORDER  -  SECOND    CLASS 0
 AZ0216
 AZ0216.The horizontal coordinates were scaled from a topographic map and have
 AZ0216.an estimated accuracy of +/- 6 seconds.
 AZ0216
 AZ0216.The orthometric height was determined by differential leveling
 AZ0216.and adjusted by the National Geodetic Survey in June 1991..
 AZ0216
 AZ0216.The geoid height was determined by GEOID03.
 AZ0216
 AZ0216.The dynamic height is computed by dividing the NAVD 88
 AZ0216.geopotential number by the normal gravity value computed on the
 AZ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0216.degrees latitude (g = 980.6199 gals.).
 AZ0216
 AZ0216.The modeled gravity was interpolated from observed gravity values.
 AZ0216
 AZ0216;                    North         East    Units  Estimated Accuracy
 AZ0216;SPC TXSC     - 4,215,010.      424,380.      MT  (+/- 180 meters Scaled)
 AZ0216
 AZ0216                          SUPERSEDED SURVEY CONTROL
 AZ0216
 AZ0216  NGVD 29 (??/??/92)  506.775  (m)         1662.64   (f) ADJ UNCH    2 0
 AZ0216
 AZ0216.Superseded values are not recommended for survey control.
 AZ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0216.See file dsdata.txt to determine how the superseded data were derived.
 AZ0216
 AZ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT244936(NAD 83)
 AZ0216_MARKER: DB = BENCH MARK DISK
 AZ0216_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0216_SP_SET: LEDGE
 AZ0216_STAMPING: R 217 1934 1662.644
 AZ0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0216+STABILITY: POSITION/ELEVATION WELL
 AZ0216
 AZ0216  HISTORY     - Date     Condition        Report By
 AZ0216  HISTORY     - 1934     MONUMENTED       CGS
 AZ0216  HISTORY     - 1958     GOOD             NGS
 AZ0216
 AZ0216                          STATION DESCRIPTION
 AZ0216
 AZ0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0216'12.8 MI SW FROM CARTA VALLEY.
 AZ0216'ABOUT 10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE POST OFFICE
 AZ0216'AT CARTA VALLEY, THENCE ABOUT 2.5 MILES NORTH ALONG U.S. HIGHWAY 277.
 AZ0216'IN THE TOP OF A ROCK LEDGE, 209 FEET WEST OF THE CENTER LINE OF THE
 AZ0216'HIGHWAY, 49 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, ON THE
 AZ0216'SOUTHWEST SLOPE OF A ROCK HILL, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 AZ0216'THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0069 ***********************************************************************
 BO0069  DESIGNATION -  R 218
 BO0069  PID         -  BO0069
 BO0069  STATE/COUNTY-  TX/SUTTON
 BO0069  USGS QUAD   -  DUNBAR DRAW NW (1982)
 BO0069
 BO0069                         *CURRENT SURVEY CONTROL
 BO0069  ___________________________________________________________________
 BO0069* NAD 83(1986)-  30 24 16.     (N)    100 41 24.     (W)     SCALED    
 BO0069* NAVD 88     -       621.284  (meters)    2038.33   (feet)  ADJUSTED  
 BO0069  ___________________________________________________________________
 BO0069  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BO0069  DYNAMIC HT  -         620.379 (meters)    2035.36  (feet)  COMP
 BO0069  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 BO0069
 BO0069  VERT ORDER  -  SECOND    CLASS 0
 BO0069
 BO0069.The horizontal coordinates were scaled from a topographic map and have
 BO0069.an estimated accuracy of +/- 6 seconds.
 BO0069
 BO0069.The orthometric height was determined by differential leveling
 BO0069.and adjusted by the National Geodetic Survey in June 1991..
 BO0069
 BO0069.The geoid height was determined by GEOID03.
 BO0069
 BO0069.The dynamic height is computed by dividing the NAVD 88
 BO0069.geopotential number by the normal gravity value computed on the
 BO0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0069.degrees latitude (g = 980.6199 gals.).
 BO0069
 BO0069.The modeled gravity was interpolated from observed gravity values.
 BO0069
 BO0069;                    North         East    Units  Estimated Accuracy
 BO0069;SPC TX C     - 3,081,840.      665,730.      MT  (+/- 180 meters Scaled)
 BO0069
 BO0069                          SUPERSEDED SURVEY CONTROL
 BO0069
 BO0069  NGVD 29 (??/??/92)  621.123  (m)         2037.80   (f) ADJ UNCH    2 0
 BO0069
 BO0069.Superseded values are not recommended for survey control.
 BO0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0069.See file dsdata.txt to determine how the superseded data were derived.
 BO0069
 BO0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU376648(NAD 83)
 BO0069_MARKER: DB = BENCH MARK DISK
 BO0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0069_SP_SET: CULVERT
 BO0069_STAMPING: 2037.801 R 218 1934
 BO0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0069
 BO0069  HISTORY     - Date     Condition        Report By
 BO0069  HISTORY     - 1934     MONUMENTED       CGS
 BO0069  HISTORY     - 1958     MARK NOT FOUND   NGS
 BO0069
 BO0069                          STATION DESCRIPTION
 BO0069
 BO0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0069'13.6 MI S FROM SONORA.
 BO0069'13.6 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM SONORA, ABOUT 130 YARDS
 BO0069'NORTHWEST OF THE JUNCTION OF THE ROAD LEADING TO ROCK SPRINGS, AT A
 BO0069'6-BY 6-FOOT TRIPLE BOX-CULVERT, AND IN THE CENTER OF THE TOP OF THE
 BO0069'SOUTHWEST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED 2037.801 R 218
 BO0069'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0299 ***********************************************************************
 BN0299  DESIGNATION -  R 219
 BN0299  PID         -  BN0299
 BN0299  STATE/COUNTY-  TX/KERR
 BN0299  USGS QUAD   -  KERRVILLE (1982)
 BN0299
 BN0299                         *CURRENT SURVEY CONTROL
 BN0299  ___________________________________________________________________
 BN0299* NAD 83(1986)-  30 04 06.     (N)    099 13 04.     (W)     SCALED    
 BN0299* NAVD 88     -       507.086  (meters)    1663.66   (feet)  ADJUSTED  
 BN0299  ___________________________________________________________________
 BN0299  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 BN0299  DYNAMIC HT  -         506.365 (meters)    1661.30  (feet)  COMP
 BN0299  MODELED GRAV-     979,205.1   (mgal)                       NAVD 88
 BN0299
 BN0299  VERT ORDER  -  SECOND    CLASS 0
 BN0299
 BN0299.The horizontal coordinates were scaled from a topographic map and have
 BN0299.an estimated accuracy of +/- 6 seconds.
 BN0299
 BN0299.The orthometric height was determined by differential leveling
 BN0299.and adjusted by the National Geodetic Survey in June 1991..
 BN0299
 BN0299.The geoid height was determined by GEOID03.
 BN0299
 BN0299.The dynamic height is computed by dividing the NAVD 88
 BN0299.geopotential number by the normal gravity value computed on the
 BN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0299.degrees latitude (g = 980.6199 gals.).
 BN0299
 BN0299.The modeled gravity was interpolated from observed gravity values.
 BN0299
 BN0299;                    North         East    Units  Estimated Accuracy
 BN0299;SPC TXSC     - 4,247,720.      579,000.      MT  (+/- 180 meters Scaled)
 BN0299
 BN0299                          SUPERSEDED SURVEY CONTROL
 BN0299
 BN0299  NGVD 29 (??/??/92)  507.022  (m)         1663.45   (f) ADJ UNCH    2 0
 BN0299
 BN0299.Superseded values are not recommended for survey control.
 BN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0299.See file dsdata.txt to determine how the superseded data were derived.
 BN0299
 BN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU790263(NAD 83)
 BN0299_MARKER: DB = BENCH MARK DISK
 BN0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0299_SP_SET: BRIDGE ABUTMENT
 BN0299_STAMPING: R 219 1934
 BN0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0299
 BN0299  HISTORY     - Date     Condition        Report By
 BN0299  HISTORY     - 1934     MONUMENTED       CGS
 BN0299  HISTORY     - 1953     GOOD             NGS
 BN0299  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 BN0299
 BN0299                          STATION DESCRIPTION
 BN0299
 BN0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0299'1.5 MI E FROM INGRAM.
 BN0299'1.2 MILES EAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT INGRAM,
 BN0299'THENCE 0.3 MILE SOUTHWEST ALONG AN OILED ROAD, 98 YARDS SOUTH OF THE
 BN0299'HIGHWAY, 58 YARDS WEST OF AN ABANDONED ROAD, SET IN THE TOP OF THE
 BN0299'CENTER OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE ON THE OLD ROAD.
 BN0299
 BN0299                          STATION RECOVERY (2004)
 BN0299
 BN0299'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0348 ***********************************************************************
 BN0348  DESIGNATION -  R 220
 BN0348  PID         -  BN0348
 BN0348  STATE/COUNTY-  TX/KERR
 BN0348  USGS QUAD   -  GARVEN STORE (1963)
 BN0348
 BN0348                         *CURRENT SURVEY CONTROL
 BN0348  ___________________________________________________________________
 BN0348* NAD 83(1986)-  30 04 05.     (N)    099 38 05.     (W)     SCALED    
 BN0348* NAVD 88     -       669.950  (meters)    2197.99   (feet)  ADJUSTED  
 BN0348  ___________________________________________________________________
 BN0348  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 BN0348  DYNAMIC HT  -         668.966 (meters)    2194.77  (feet)  COMP
 BN0348  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 BN0348
 BN0348  VERT ORDER  -  SECOND    CLASS 0
 BN0348
 BN0348.The horizontal coordinates were scaled from a topographic map and have
 BN0348.an estimated accuracy of +/- 6 seconds.
 BN0348
 BN0348.The orthometric height was determined by differential leveling
 BN0348.and adjusted by the National Geodetic Survey in June 1991..
 BN0348
 BN0348.The geoid height was determined by GEOID03.
 BN0348
 BN0348.The dynamic height is computed by dividing the NAVD 88
 BN0348.geopotential number by the normal gravity value computed on the
 BN0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0348.degrees latitude (g = 980.6199 gals.).
 BN0348
 BN0348.The modeled gravity was interpolated from observed gravity values.
 BN0348
 BN0348;                    North         East    Units  Estimated Accuracy
 BN0348;SPC TXSC     - 4,247,840.      538,800.      MT  (+/- 180 meters Scaled)
 BN0348
 BN0348                          SUPERSEDED SURVEY CONTROL
 BN0348
 BN0348  NGVD 29 (??/??/92)  669.870  (m)         2197.73   (f) ADJ UNCH    2 0
 BN0348
 BN0348.Superseded values are not recommended for survey control.
 BN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0348.See file dsdata.txt to determine how the superseded data were derived.
 BN0348
 BN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU388264(NAD 83)
 BN0348_MARKER: DB = BENCH MARK DISK
 BN0348_SETTING: 66 = SET IN ROCK OUTCROP
 BN0348_SP_SET: ROCK OUTCROP
 BN0348_STAMPING: R 220 1934
 BN0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0348+STABILITY: POSITION/ELEVATION WELL
 BN0348
 BN0348  HISTORY     - Date     Condition        Report By
 BN0348  HISTORY     - 1934     MONUMENTED       CGS
 BN0348  HISTORY     - 1963     GOOD             USGS
 BN0348
 BN0348                          STATION DESCRIPTION
 BN0348
 BN0348'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BN0348'22.5 MI W FROM HUNT.
 BN0348'IN KERR COUNTY, ABOUT 17.7 MILES SOUTHWEST ALONG STATE HIGHWAY 41 FROM
 BN0348'MOUNTAIN HOME, 2.7 MILES SOUTH OF HIGHWAY FROM BM S220, ALONG THE ROAD
 BN0348'TO THE OLD D.H. HUGHS RANCH, ABOUT 450 FT. NE OF THE RANCH HOUSE, 50
 BN0348'FT. NW OF AN 18 INCH LIVE OAK, 55 FT. E OF THE CENTER LINE OF ROAD.
 BN0348'CEMENTED IN TOP OF A ROCK OUTCROP.  STANDARD TABLET STAMPED R220 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0153 ***********************************************************************
 CC0153  DESIGNATION -  R 221
 CC0153  PID         -  CC0153
 CC0153  STATE/COUNTY-  TX/UPTON
 CC0153  USGS QUAD   -  SQUARE TOP MOUNTAIN (1972)
 CC0153
 CC0153                         *CURRENT SURVEY CONTROL
 CC0153  ___________________________________________________________________
 CC0153* NAD 83(1986)-  31 10 58.     (N)    102 00 41.     (W)     SCALED    
 CC0153* NAVD 88     -       736.915  (meters)    2417.70   (feet)  ADJUSTED  
 CC0153  ___________________________________________________________________
 CC0153  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CC0153  DYNAMIC HT  -         735.849 (meters)    2414.20  (feet)  COMP
 CC0153  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 CC0153
 CC0153  VERT ORDER  -  FIRST     CLASS II
 CC0153
 CC0153.The horizontal coordinates were scaled from a topographic map and have
 CC0153.an estimated accuracy of +/- 6 seconds.
 CC0153
 CC0153.The orthometric height was determined by differential leveling
 CC0153.and adjusted by the National Geodetic Survey in June 1991..
 CC0153
 CC0153.The geoid height was determined by GEOID03.
 CC0153
 CC0153.The dynamic height is computed by dividing the NAVD 88
 CC0153.geopotential number by the normal gravity value computed on the
 CC0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0153.degrees latitude (g = 980.6199 gals.).
 CC0153
 CC0153.The modeled gravity was interpolated from observed gravity values.
 CC0153
 CC0153;                    North         East    Units  Estimated Accuracy
 CC0153;SPC TX C     - 3,169,280.      540,070.      MT  (+/- 180 meters Scaled)
 CC0153
 CC0153                          SUPERSEDED SURVEY CONTROL
 CC0153
 CC0153  NGVD 29 (??/??/92)  736.618  (m)         2416.72   (f) ADJ UNCH    1 2
 CC0153
 CC0153.Superseded values are not recommended for survey control.
 CC0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0153.See file dsdata.txt to determine how the superseded data were derived.
 CC0153
 CC0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ848537(NAD 83)
 CC0153_MARKER: DB = BENCH MARK DISK
 CC0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0153_SP_SET: ABUTMENT
 CC0153_STAMPING: R-221 1934
 CC0153_MARK LOGO: CGS   
 CC0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0153
 CC0153  HISTORY     - Date     Condition        Report By
 CC0153  HISTORY     - 1934     MONUMENTED       CGS
 CC0153  HISTORY     - 1940     GOOD             NGS
 CC0153  HISTORY     - 1981     GOOD             NGS
 CC0153
 CC0153                          STATION DESCRIPTION
 CC0153
 CC0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0153'4.9 MI W FROM RANKIN.
 CC0153'4.9 MILES W OF AND ALONG THE PANHANDLE AND S F R R.  SET IN S END OF W
 CC0153'ABUTMENT OF CONCRETE BRIDGE ON U. S. HWY NO. 67 AND STATE HWY NO. 99.
 CC0153'100 FT. N OF TRACKS AT MILE POST 825.
 CC0153
 CC0153                          STATION RECOVERY (1940)
 CC0153
 CC0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CC0153'RECOVERED IN GOOD CONDITION.
 CC0153
 CC0153                          STATION RECOVERY (1981)
 CC0153
 CC0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0153'8.1 KM (5.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CC0153'WITH STATE HIGHWAY 349 IN RANKIN, IN TOP OF THE SOUTHEAST END OF THE
 CC0153'SOUTHWEST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE AND 4.6 METERS (15.1
 CC0153'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CC0153'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0167 ***********************************************************************
 CB0167  DESIGNATION -  R 222
 CB0167  PID         -  CB0167
 CB0167  STATE/COUNTY-  TX/TOM GREEN
 CB0167  USGS QUAD   -  TWIN BUTTES (1978)
 CB0167
 CB0167                         *CURRENT SURVEY CONTROL
 CB0167  ___________________________________________________________________
 CB0167* NAD 83(1986)-  31 23 35.     (N)    100 30 04.     (W)     SCALED    
 CB0167* NAVD 88     -       576.484  (meters)    1891.35   (feet)  ADJUSTED  
 CB0167  ___________________________________________________________________
 CB0167  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0167  DYNAMIC HT  -         575.692 (meters)    1888.75  (feet)  COMP
 CB0167  MODELED GRAV-     979,247.7   (mgal)                       NAVD 88
 CB0167
 CB0167  VERT ORDER  -  SECOND    CLASS 0
 CB0167
 CB0167.The horizontal coordinates were scaled from a topographic map and have
 CB0167.an estimated accuracy of +/- 6 seconds.
 CB0167
 CB0167.The orthometric height was determined by differential leveling
 CB0167.and adjusted by the National Geodetic Survey in June 1991..
 CB0167
 CB0167.The geoid height was determined by GEOID03.
 CB0167
 CB0167.The dynamic height is computed by dividing the NAVD 88
 CB0167.geopotential number by the normal gravity value computed on the
 CB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0167.degrees latitude (g = 980.6199 gals.).
 CB0167
 CB0167.The modeled gravity was interpolated from observed gravity values.
 CB0167
 CB0167;                    North         East    Units  Estimated Accuracy
 CB0167;SPC TX C     - 3,191,390.      684,040.      MT  (+/- 180 meters Scaled)
 CB0167
 CB0167                          SUPERSEDED SURVEY CONTROL
 CB0167
 CB0167  NGVD 29 (??/??/92)  576.313  (m)         1890.79   (f) ADJ UNCH    2 0
 CB0167
 CB0167.Superseded values are not recommended for survey control.
 CB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0167.See file dsdata.txt to determine how the superseded data were derived.
 CB0167
 CB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV572741(NAD 83)
 CB0167_MARKER: DB = BENCH MARK DISK
 CB0167_SETTING: 66 = SET IN ROCK OUTCROP
 CB0167_SP_SET: SANDSTONE LEDGE
 CB0167_STAMPING: R-222 1934
 CB0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0167+STABILITY: POSITION/ELEVATION WELL
 CB0167
 CB0167  HISTORY     - Date     Condition        Report By
 CB0167  HISTORY     - 1934     MONUMENTED       CGS
 CB0167  HISTORY     - 1940     GOOD             NGS
 CB0167  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 CB0167
 CB0167                          STATION DESCRIPTION
 CB0167
 CB0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0167'5.7 MI SW FROM SAN ANGEL.
 CB0167'5.7 MILES SW OF AND ALONG THE PANHANDLE AND S. F. R. R. 0.2 MILE SW OF
 CB0167'MILE POST 723.  DISK IS SET IN SANDSTONE LEDGE ON NW SIDE OF HILL. 61
 CB0167'FT. SE OF CENTER OF TRACK.  25 FT. NE OF CENTER OF DRY WASH AND 12 FT.
 CB0167'SE OF R/W FENCE.
 CB0167
 CB0167                          STATION RECOVERY (1940)
 CB0167
 CB0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0167'RECOVERED IN GOOD CONDITION.
 CB0167
 CB0167                          STATION RECOVERY (2005)
 CB0167
 CB0167'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CB0167'THE MARK MOST LIKELY IS STILL IN PLACE.  THE RAILROAD BED FROM THE
 CB0167'LONG ABANDONED RAILROAD LINE IS STILL DISCERNABLE BUT NO REFERENCES
 CB0167'ALONG THE TRACK STILL EXIST OR CAN BE IDENTIFIED.  AN EXTENSIVE SEARCH
 CB0167'THROUGH THE BRUSH MAY STILL REVEAL THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0366 ***********************************************************************
 CB0366  DESIGNATION -  R 223
 CB0366  PID         -  CB0366
 CB0366  STATE/COUNTY-  TX/REAGAN
 CB0366  USGS QUAD   -  BIG LAKE (1971)
 CB0366
 CB0366                         *CURRENT SURVEY CONTROL
 CB0366  ___________________________________________________________________
 CB0366* NAD 83(1986)-  31 11 04.     (N)    101 25 27.     (W)     SCALED    
 CB0366* NAVD 88     -       810.206  (meters)    2658.15   (feet)  POSTED    
 CB0366  ___________________________________________________________________
 CB0366  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CB0366  DYNAMIC HT  -         809.020 (meters)    2654.26  (feet)  COMP
 CB0366  MODELED GRAV-     979,155.2   (mgal)                       NAVD 88
 CB0366
 CB0366  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CB0366
 CB0366.The horizontal coordinates were scaled from a topographic map and have
 CB0366.an estimated accuracy of +/- 6 seconds.
 CB0366
 CB0366.The orthometric height was determined by differential leveling
 CB0366.and adjusted by the National Geodetic Survey in 1992..
 CB0366.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CB0366.rate of 1.1 thru 2.0 mm/km.
 CB0366
 CB0366.The geoid height was determined by GEOID03.
 CB0366
 CB0366.The dynamic height is computed by dividing the NAVD 88
 CB0366.geopotential number by the normal gravity value computed on the
 CB0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0366.degrees latitude (g = 980.6199 gals.).
 CB0366
 CB0366.The modeled gravity was interpolated from observed gravity values.
 CB0366
 CB0366;                    North         East    Units  Estimated Accuracy
 CB0366;SPC TX C     - 3,168,760.      596,040.      MT  (+/- 180 meters Scaled)
 CB0366
 CB0366                          SUPERSEDED SURVEY CONTROL
 CB0366
 CB0366  NGVD 29 (??/??/92)  809.882  (m)         2657.09   (f) ADJ UNCH    2 0
 CB0366
 CB0366.Superseded values are not recommended for survey control.
 CB0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0366.See file dsdata.txt to determine how the superseded data were derived.
 CB0366
 CB0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV689525(NAD 83)
 CB0366_MARKER: DB = BENCH MARK DISK
 CB0366_SETTING: 66 = SET IN ROCK OUTCROP
 CB0366_SP_SET: LIMESTONE OUTCROP
 CB0366_STAMPING: R-223 1934
 CB0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0366+STABILITY: POSITION/ELEVATION WELL
 CB0366
 CB0366  HISTORY     - Date     Condition        Report By
 CB0366  HISTORY     - 1934     MONUMENTED       CGS
 CB0366  HISTORY     - 1940     GOOD             NGS
 CB0366
 CB0366                          STATION DESCRIPTION
 CB0366
 CB0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0366'2.2 MI E FROM BIG LAKE.
 CB0366'2.2 MILES E OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.4 MILE NW OF
 CB0366'MILE POST 788.  0.2 MILE E OF BRIDGE 788.6 AT SE END OF PROMINENT
 CB0366'CURVE.  65 FT. NE OF CENTER OF TRACK AND 15 FT. NE OF R/W FENCE. DISK
 CB0366'SET IN LIME-STONE OUTCROP.
 CB0366
 CB0366                          STATION RECOVERY (1940)
 CB0366
 CB0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0020 ***********************************************************************
 BP0020  DESIGNATION -  R 224
 BP0020  PID         -  BP0020
 BP0020  STATE/COUNTY-  TX/PECOS
 BP0020  USGS QUAD   -  INDIAN MESA NE (1969)
 BP0020
 BP0020                         *CURRENT SURVEY CONTROL
 BP0020  ___________________________________________________________________
 BP0020* NAD 83(1986)-  30 54 54.     (N)    102 01 29.     (W)     SCALED    
 BP0020* NAVD 88     -       742.872  (meters)    2437.24   (feet)  ADJUSTED  
 BP0020  ___________________________________________________________________
 BP0020  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BP0020  DYNAMIC HT  -         741.795 (meters)    2433.71  (feet)  COMP
 BP0020  MODELED GRAV-     979,166.9   (mgal)                       NAVD 88
 BP0020
 BP0020  VERT ORDER  -  SECOND    CLASS 0
 BP0020
 BP0020.The horizontal coordinates were scaled from a topographic map and have
 BP0020.an estimated accuracy of +/- 6 seconds.
 BP0020
 BP0020.The orthometric height was determined by differential leveling
 BP0020.and adjusted by the National Geodetic Survey in June 1991..
 BP0020
 BP0020.The geoid height was determined by GEOID03.
 BP0020
 BP0020.The dynamic height is computed by dividing the NAVD 88
 BP0020.geopotential number by the normal gravity value computed on the
 BP0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0020.degrees latitude (g = 980.6199 gals.).
 BP0020
 BP0020.The modeled gravity was interpolated from observed gravity values.
 BP0020
 BP0020;                    North         East    Units  Estimated Accuracy
 BP0020;SPC TX C     - 3,139,610.      538,350.      MT  (+/- 180 meters Scaled)
 BP0020
 BP0020                          SUPERSEDED SURVEY CONTROL
 BP0020
 BP0020  NGVD 29 (??/??/92)  742.616  (m)         2436.40   (f) ADJ UNCH    2 0
 BP0020
 BP0020.Superseded values are not recommended for survey control.
 BP0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0020.See file dsdata.txt to determine how the superseded data were derived.
 BP0020
 BP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ843239(NAD 83)
 BP0020_MARKER: DB = BENCH MARK DISK
 BP0020_SETTING: 66 = SET IN ROCK OUTCROP
 BP0020_SP_SET: BEDROCK
 BP0020_STAMPING: R-224 1934
 BP0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0020+STABILITY: POSITION/ELEVATION WELL
 BP0020
 BP0020  HISTORY     - Date     Condition        Report By
 BP0020  HISTORY     - 1934     MONUMENTED       CGS
 BP0020  HISTORY     - 1947     GOOD             NGS
 BP0020
 BP0020                          STATION DESCRIPTION
 BP0020
 BP0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BP0020'9.0 MI W FROM IRAAN.
 BP0020'9.0 MILES W OF AND ALONG THE MCCAMEY-IRAAN HWY.  300 FT. NE OF CATTLE
 BP0020'GUARD ACROSS HIGHWAY.  DISK IS IN OUT CROP OF BED ROCK, ON THE SLOPE
 BP0020'OF A HILL.  155 FT. SE OF CENTER OF HIGHWAY.  75 FT.       SE OF FENCE
 BP0020'LINE.
 BP0020
 BP0020                          STATION RECOVERY (1947)
 BP0020
 BP0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BP0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0137 ***********************************************************************
 FM0137  DESIGNATION -  R 225 RESET 1935
 FM0137  PID         -  FM0137
 FM0137  STATE/COUNTY-  TX/HARTLEY
 FM0137  USGS QUAD   -  HARTLEY SE (1963)
 FM0137
 FM0137                         *CURRENT SURVEY CONTROL
 FM0137  ___________________________________________________________________
 FM0137* NAD 83(1986)-  35 52 01.     (N)    102 19 57.     (W)     SCALED    
 FM0137* NAVD 88     -      1188.493  (meters)    3899.25   (feet)  ADJUSTED  
 FM0137  ___________________________________________________________________
 FM0137  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 FM0137  DYNAMIC HT  -        1187.095 (meters)    3894.66  (feet)  COMP
 FM0137  MODELED GRAV-     979,416.2   (mgal)                       NAVD 88
 FM0137
 FM0137  VERT ORDER  -  SECOND    CLASS 0
 FM0137
 FM0137.The horizontal coordinates were scaled from a topographic map and have
 FM0137.an estimated accuracy of +/- 6 seconds.
 FM0137
 FM0137.The orthometric height was determined by differential leveling
 FM0137.and adjusted by the National Geodetic Survey in June 1991..
 FM0137
 FM0137.The geoid height was determined by GEOID03.
 FM0137
 FM0137.The dynamic height is computed by dividing the NAVD 88
 FM0137.geopotential number by the normal gravity value computed on the
 FM0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0137.degrees latitude (g = 980.6199 gals.).
 FM0137
 FM0137.The modeled gravity was interpolated from observed gravity values.
 FM0137
 FM0137;                    North         East    Units  Estimated Accuracy
 FM0137;SPC TX N     - 1,207,430.      124,820.      MT  (+/- 180 meters Scaled)
 FM0137
 FM0137                          SUPERSEDED SURVEY CONTROL
 FM0137
 FM0137  NGVD 29 (??/??/92) 1187.922  (m)         3897.37   (f) ADJ UNCH    2 0
 FM0137
 FM0137.Superseded values are not recommended for survey control.
 FM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0137.See file dsdata.txt to determine how the superseded data were derived.
 FM0137
 FM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV408724(NAD 83)
 FM0137_MARKER: DB = BENCH MARK DISK
 FM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0137_STAMPING: R 225 RESET 1935
 FM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0137+STABILITY: SURFACE MOTION
 FM0137
 FM0137  HISTORY     - Date     Condition        Report By
 FM0137  HISTORY     - 1935     MONUMENTED       CGS
 FM0137  HISTORY     - 1952     MARK NOT FOUND   NGS
 FM0137
 FM0137                          STATION DESCRIPTION
 FM0137
 FM0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0137'4.1 MI E FROM HARTLEY.
 FM0137'4.1 MILES EAST ALONG U.S. HIGHWAY 87 FROM HARTLEY, HARTLEY COUNTY, AND
 FM0137'86 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 FM0137'STAMPED R 225 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0508 ***********************************************************************
 FL0508  DESIGNATION -  R 227
 FL0508  PID         -  FL0508
 FL0508  STATE/COUNTY-  TX/GRAY
 FL0508  USGS QUAD   -  LEFORS (1967)
 FL0508
 FL0508                         *CURRENT SURVEY CONTROL
 FL0508  ___________________________________________________________________
 FL0508* NAD 83(1986)-  35 26 01.     (N)    100 46 28.     (W)     SCALED    
 FL0508* NAVD 88     -       853.850  (meters)    2801.34   (feet)  ADJUSTED  
 FL0508  ___________________________________________________________________
 FL0508  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL0508  DYNAMIC HT  -         852.938 (meters)    2798.35  (feet)  COMP
 FL0508  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 FL0508
 FL0508  VERT ORDER  -  SECOND    CLASS 0
 FL0508
 FL0508.The horizontal coordinates were scaled from a topographic map and have
 FL0508.an estimated accuracy of +/- 6 seconds.
 FL0508
 FL0508.The orthometric height was determined by differential leveling
 FL0508.and adjusted by the National Geodetic Survey in June 1991..
 FL0508
 FL0508.The geoid height was determined by GEOID03.
 FL0508
 FL0508.The dynamic height is computed by dividing the NAVD 88
 FL0508.geopotential number by the normal gravity value computed on the
 FL0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0508.degrees latitude (g = 980.6199 gals.).
 FL0508
 FL0508.The modeled gravity was interpolated from observed gravity values.
 FL0508
 FL0508;                    North         East    Units  Estimated Accuracy
 FL0508;SPC TX N     - 1,159,280.      265,880.      MT  (+/- 180 meters Scaled)
 FL0508
 FL0508                          SUPERSEDED SURVEY CONTROL
 FL0508
 FL0508  NGVD 29 (??/??/92)  853.492  (m)         2800.16   (f) ADJ UNCH    2 0
 FL0508
 FL0508.Superseded values are not recommended for survey control.
 FL0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0508.See file dsdata.txt to determine how the superseded data were derived.
 FL0508
 FL0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE389225(NAD 83)
 FL0508_MARKER: DB = BENCH MARK DISK
 FL0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0508_STAMPING: R 227 1934
 FL0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0508+STABILITY: SURFACE MOTION
 FL0508
 FL0508  HISTORY     - Date     Condition        Report By
 FL0508  HISTORY     - 1934     MONUMENTED       CGS
 FL0508  HISTORY     - 1961     GOOD             USGS
 FL0508
 FL0508                          STATION DESCRIPTION
 FL0508
 FL0508'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FL0508'1.7 MI SE FROM LEFORS.
 FL0508'1.7 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER RAILWAY FROM THE
 FL0508'STATION OF LEFORS, GRAY COUNTY.  455 FT. E. ALONG R.R. FROM CENTER
 FL0508'LINE 316.32 66 FEET NORTH OF THE CENTERLINE OF THE TRACK, 8 FEET WEST
 FL0508'OF A POLE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISC, STAMPED
 FL0508'R 227-934 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0798 ***********************************************************************
 FL0798  DESIGNATION -  R 228
 FL0798  PID         -  FL0798
 FL0798  STATE/COUNTY-  TX/CARSON
 FL0798  USGS QUAD   -  PHILLIPS (1978)
 FL0798
 FL0798                         *CURRENT SURVEY CONTROL
 FL0798  ___________________________________________________________________
 FL0798* NAD 83(1986)-  35 39 37.     (N)    101 20 24.     (W)     SCALED    
 FL0798* NAVD 88     -       899.698  (meters)    2951.76   (feet)  ADJUSTED  
 FL0798  ___________________________________________________________________
 FL0798  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 FL0798  DYNAMIC HT  -         898.693 (meters)    2948.46  (feet)  COMP
 FL0798  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 FL0798
 FL0798  VERT ORDER  -  SECOND    CLASS 0
 FL0798
 FL0798.The horizontal coordinates were scaled from a topographic map and have
 FL0798.an estimated accuracy of +/- 6 seconds.
 FL0798
 FL0798.The orthometric height was determined by differential leveling
 FL0798.and adjusted by the National Geodetic Survey in June 1991..
 FL0798
 FL0798.The geoid height was determined by GEOID03.
 FL0798
 FL0798.The dynamic height is computed by dividing the NAVD 88
 FL0798.geopotential number by the normal gravity value computed on the
 FL0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0798.degrees latitude (g = 980.6199 gals.).
 FL0798
 FL0798.The modeled gravity was interpolated from observed gravity values.
 FL0798
 FL0798;                    North         East    Units  Estimated Accuracy
 FL0798;SPC TX N     - 1,184,200.      214,490.      MT  (+/- 180 meters Scaled)
 FL0798
 FL0798                          SUPERSEDED SURVEY CONTROL
 FL0798
 FL0798  NGVD 29 (??/??/92)  899.257  (m)         2950.31   (f) ADJ UNCH    2 0
 FL0798
 FL0798.Superseded values are not recommended for survey control.
 FL0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0798.See file dsdata.txt to determine how the superseded data were derived.
 FL0798
 FL0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE881487(NAD 83)
 FL0798_MARKER: DB = BENCH MARK DISK
 FL0798_SETTING: 0 = UNSPECIFIED SETTING
 FL0798_STAMPING: R 228 1934
 FL0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0798
 FL0798  HISTORY     - Date     Condition        Report By
 FL0798  HISTORY     - 1934     MONUMENTED       CGS
 FL0798  HISTORY     - 1953     GOOD             USGS
 FL0798
 FL0798                          STATION DESCRIPTION
 FL0798
 FL0798'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0798'3.0 MI E FROM BORGER.
 FL0798'3.0 MILES EAST OF BORGER, HUTCHINSON COUNTY, TWO BLOCKS SOUTH OF THE
 FL0798'POST OFFICE TO THIRD STREET (STATE HIGHWAY 152), THENCE EAST AND
 FL0798'SOUTHEAST FOR 3.0 MILES ALONG HIGHWAY 152, 600 FEET NORTH OF THE
 FL0798'HIGHWAY, 45 FEET NORTH OF AN EAST-AND-WEST FIELD ROAD, AND 310 FEET
 FL0798'SOUTHWEST OF A SMALL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0905 ***********************************************************************
 FL0905  DESIGNATION -  R 229
 FL0905  PID         -  FL0905
 FL0905  STATE/COUNTY-  TX/CARSON
 FL0905  USGS QUAD   -  ABELL (1965)
 FL0905
 FL0905                         *CURRENT SURVEY CONTROL
 FL0905  ___________________________________________________________________
 FL0905* NAD 83(1986)-  35 26 41.     (N)    101 22 51.     (W)     SCALED    
 FL0905* NAVD 88     -      1037.915  (meters)    3405.23   (feet)  ADJUSTED  
 FL0905  ___________________________________________________________________
 FL0905  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 FL0905  DYNAMIC HT  -        1036.719 (meters)    3401.30  (feet)  COMP
 FL0905  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 FL0905
 FL0905  VERT ORDER  -  SECOND    CLASS 0
 FL0905
 FL0905.The horizontal coordinates were scaled from a topographic map and have
 FL0905.an estimated accuracy of +/- 6 seconds.
 FL0905
 FL0905.The orthometric height was determined by differential leveling
 FL0905.and adjusted by the National Geodetic Survey in June 1991..
 FL0905
 FL0905.The geoid height was determined by GEOID03.
 FL0905
 FL0905.The dynamic height is computed by dividing the NAVD 88
 FL0905.geopotential number by the normal gravity value computed on the
 FL0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0905.degrees latitude (g = 980.6199 gals.).
 FL0905
 FL0905.The modeled gravity was interpolated from observed gravity values.
 FL0905
 FL0905;                    North         East    Units  Estimated Accuracy
 FL0905;SPC TX N     - 1,160,280.      210,820.      MT  (+/- 180 meters Scaled)
 FL0905
 FL0905                          SUPERSEDED SURVEY CONTROL
 FL0905
 FL0905  NGVD 29 (??/??/92) 1037.428  (m)         3403.63   (f) ADJ UNCH    2 0
 FL0905
 FL0905.Superseded values are not recommended for survey control.
 FL0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0905.See file dsdata.txt to determine how the superseded data were derived.
 FL0905
 FL0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE839249(NAD 83)
 FL0905_MARKER: DB = BENCH MARK DISK
 FL0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0905_STAMPING: R 229 1934
 FL0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0905+STABILITY: SURFACE MOTION
 FL0905
 FL0905  HISTORY     - Date     Condition        Report By
 FL0905  HISTORY     - 1934     MONUMENTED       CGS
 FL0905  HISTORY     - 1943     GOOD             NGS
 FL0905
 FL0905                          STATION DESCRIPTION
 FL0905
 FL0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0905'7.1 MI N FROM PANHANDLE.
 FL0905'7.1 MILES NORTH ALONG STATE HIGHWAY 117 FROM PANHANDLE, CARSON COUNTY,
 FL0905'42 YARDS SOUTHWEST OF A FARMHOUSE WITH THREE BRICK PORCH-ROOF SUPPORTS
 FL0905'AND A BRICK FIREPLACE CHIMNEY, 68 FEET EAST OF THE CENTERLINE OF THE
 FL0905'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
 FL0905
 FL0905                          STATION RECOVERY (1943)
 FL0905
 FL0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0723 ***********************************************************************
 CA0723  DESIGNATION -  R 23
 CA0723  PID         -  CA0723
 CA0723  STATE/COUNTY-  TX/CONCHO
 CA0723  USGS QUAD   -  PAINT ROCK (1967)
 CA0723
 CA0723                         *CURRENT SURVEY CONTROL
 CA0723  ___________________________________________________________________
 CA0723* NAD 83(1986)-  31 30 31.     (N)    099 55 10.     (W)     SCALED    
 CA0723* NAVD 88     -       497.207  (meters)    1631.25   (feet)  ADJUSTED  
 CA0723  ___________________________________________________________________
 CA0723  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CA0723  DYNAMIC HT  -         496.535 (meters)    1629.05  (feet)  COMP
 CA0723  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 CA0723
 CA0723  VERT ORDER  -  SECOND    CLASS 0
 CA0723
 CA0723.The horizontal coordinates were scaled from a topographic map and have
 CA0723.an estimated accuracy of +/- 6 seconds.
 CA0723
 CA0723.The orthometric height was determined by differential leveling
 CA0723.and adjusted by the National Geodetic Survey in June 1991..
 CA0723
 CA0723.The geoid height was determined by GEOID03.
 CA0723
 CA0723.The dynamic height is computed by dividing the NAVD 88
 CA0723.geopotential number by the normal gravity value computed on the
 CA0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0723.degrees latitude (g = 980.6199 gals.).
 CA0723
 CA0723.The modeled gravity was interpolated from observed gravity values.
 CA0723
 CA0723;                    North         East    Units  Estimated Accuracy
 CA0723;SPC TX C     - 3,204,270.      739,310.      MT  (+/- 180 meters Scaled)
 CA0723
 CA0723                          SUPERSEDED SURVEY CONTROL
 CA0723
 CA0723  NGVD 29 (??/??/92)  497.093  (m)         1630.88   (f) ADJ UNCH    2 0
 CA0723
 CA0723.Superseded values are not recommended for survey control.
 CA0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0723.See file dsdata.txt to determine how the superseded data were derived.
 CA0723
 CA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV126863(NAD 83)
 CA0723_MARKER: DD = SURVEY DISK
 CA0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0723_SP_SET: BUILDING
 CA0723_STAMPING: R 23 TEX 1923 NO C 9 PRIM TRAV STA
 CA0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA0723+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 CA0723
 CA0723  HISTORY     - Date     Condition        Report By
 CA0723  HISTORY     - 1923     MONUMENTED       USGS
 CA0723  HISTORY     - 1955     GOOD             NGS
 CA0723  HISTORY     - 19991231 GOOD             USPSQD
 CA0723  HISTORY     - 20031128 GOOD             USPSQD
 CA0723  HISTORY     - 20050727 GOOD             USPSQD
 CA0723
 CA0723                          STATION DESCRIPTION
 CA0723
 CA0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CA0723'IN PAINT ROCK.
 CA0723'AT PAINT ROCK, IN THE WEST WALL OF THE COUNTY COURTHOUSE, 5.0 FEET
 CA0723'SOUTH OF THE CENTERLINE OF THE WEST MAIN ENTRANCE, AND 16 INCHES ABOVE
 CA0723'THE SIDEWALK.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED R 23
 CA0723'TEX 1923 NO C 9 PRIM TRAV STA AND SET VERTICALLY.
 CA0723
 CA0723                          STATION RECOVERY (1999)
 CA0723
 CA0723'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0723'RECOVERED IN GOOD CONDITION.
 CA0723
 CA0723                          STATION RECOVERY (2003)
 CA0723
 CA0723'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CA0723'RECOVERED IN GOOD CONDITION.
 CA0723
 CA0723                          STATION RECOVERY (2005)
 CA0723
 CA0723'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CA0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0138 ***********************************************************************
 BL0138  DESIGNATION -  R 23
 BL0138  PID         -  BL0138
 BL0138  STATE/COUNTY-  TX/TYLER
 BL0138  USGS QUAD   -  TOWN BLUFF (1984)
 BL0138
 BL0138                         *CURRENT SURVEY CONTROL
 BL0138  ___________________________________________________________________
 BL0138* NAD 83(1986)-  30 50 57.     (N)    094 14 26.     (W)     SCALED    
 BL0138* NAVD 88     -        63.30   (+/-2cm)     207.7    (feet)  VERTCON   
 BL0138  ___________________________________________________________________
 BL0138  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BL0138
 BL0138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0138
 BL0138.The horizontal coordinates were scaled from a topographic map and have
 BL0138.an estimated accuracy of +/- 6 seconds.
 BL0138
 BL0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0138.The vertical order pertains to the NGVD 29 superseded value.
 BL0138
 BL0138.The geoid height was determined by GEOID03.
 BL0138
 BL0138;                    North         East    Units  Estimated Accuracy
 BL0138;SPC TX C     - 3,147,040.    1,282,440.      MT  (+/- 180 meters Scaled)
 BL0138
 BL0138                          SUPERSEDED SURVEY CONTROL
 BL0138
 BL0138  NGVD 29 (??/??/92)   63.300  (m)          207.68   (f) ADJ UNCH    2 0
 BL0138
 BL0138.Superseded values are not recommended for survey control.
 BL0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0138.See file dsdata.txt to determine how the superseded data were derived.
 BL0138
 BL0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ813135(NAD 83)
 BL0138_MARKER: DB = BENCH MARK DISK
 BL0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0138_STAMPING: R 23
 BL0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0138+STABILITY: SURFACE MOTION
 BL0138
 BL0138  HISTORY     - Date     Condition        Report By
 BL0138  HISTORY     - UNK      MONUMENTED       DOD
 BL0138  HISTORY     - 1949     GOOD             NGS
 BL0138
 BL0138                          STATION DESCRIPTION
 BL0138
 BL0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0138'6.0 MI NW FROM TOWN BLUFF.
 BL0138'5.2 MILES NORTHWEST ALONG FARM ROAD NO. 92 FROM THE JUNCTION OF NO. 92
 BL0138'AND OLD STATE HIGHWAY NO. 45 AT TOWN BLUFF, THENCE 0.8 MILE WEST ALONG
 BL0138'U.S. HIGHWAY NO. 190, AT THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD
 BL0138'LEADING NORTH, 62.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BL0138'ABOUT 250.0 FEET EAST OF THE ROAD JUNCTION 22.0 FEET SOUTH OF THE
 BL0138'CENTER LINE OF THE DIRT ROAD, ON THE TOP OF A DEEP CUT IN THE HIGHWAY,
 BL0138'ABOUT 10.0 FEET ABOVE THE HIGHWAY, 1.5 FEET WEST OF A REFERENCE POST,
 BL0138'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0498 ***********************************************************************
 FL0498  DESIGNATION -  R 230
 FL0498  PID         -  FL0498
 FL0498  STATE/COUNTY-  TX/GRAY
 FL0498  USGS QUAD   -  JERICHO (1964)
 FL0498
 FL0498                         *CURRENT SURVEY CONTROL
 FL0498  ___________________________________________________________________
 FL0498* NAD 83(1986)-  35 12 41.     (N)    100 58 29.     (W)     SCALED    
 FL0498* NAVD 88     -       978.102  (meters)    3208.99   (feet)  ADJUSTED  
 FL0498  ___________________________________________________________________
 FL0498  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL0498  DYNAMIC HT  -         976.982 (meters)    3205.32  (feet)  COMP
 FL0498  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 FL0498
 FL0498  VERT ORDER  -  SECOND    CLASS 0
 FL0498
 FL0498.The horizontal coordinates were scaled from a topographic map and have
 FL0498.an estimated accuracy of +/- 6 seconds.
 FL0498
 FL0498.The orthometric height was determined by differential leveling
 FL0498.and adjusted by the National Geodetic Survey in June 1991..
 FL0498
 FL0498.The geoid height was determined by GEOID03.
 FL0498
 FL0498.The dynamic height is computed by dividing the NAVD 88
 FL0498.geopotential number by the normal gravity value computed on the
 FL0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0498.degrees latitude (g = 980.6199 gals.).
 FL0498
 FL0498.The modeled gravity was interpolated from observed gravity values.
 FL0498
 FL0498;                    North         East    Units  Estimated Accuracy
 FL0498;SPC TX N     - 1,134,510.      247,820.      MT  (+/- 180 meters Scaled)
 FL0498
 FL0498                          SUPERSEDED SURVEY CONTROL
 FL0498
 FL0498  NGVD 29 (??/??/92)  977.668  (m)         3207.57   (f) ADJ UNCH    2 0
 FL0498
 FL0498.Superseded values are not recommended for survey control.
 FL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0498.See file dsdata.txt to determine how the superseded data were derived.
 FL0498
 FL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD202982(NAD 83)
 FL0498_MARKER: DB = BENCH MARK DISK
 FL0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0498_STAMPING: R-230 1934
 FL0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0498+STABILITY: SURFACE MOTION
 FL0498
 FL0498  HISTORY     - Date     Condition        Report By
 FL0498  HISTORY     - 1934     MONUMENTED       CGS
 FL0498  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0498
 FL0498                          STATION DESCRIPTION
 FL0498
 FL0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0498'5.8 MI NW FROM JERICHO.
 FL0498'5.8 MILES NW OF AND ALONG STATE HWY NO. 88.  MARK IS 2 FT. S OF
 FL0498'SECTION FENCE RUNNING E.  40 FT. E OF CENTER OF HIGHWAY. MARK IS NEAR
 FL0498'TOP OF A LONG GRADE.
 FL0498
 FL0498                          STATION RECOVERY (1966)
 FL0498
 FL0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0804 ***********************************************************************
 DN0804  DESIGNATION -  R 231
 DN0804  PID         -  DN0804
 DN0804  STATE/COUNTY-  TX/MONTAGUE
 DN0804  USGS QUAD   -  BOWIE (1978)
 DN0804
 DN0804                         *CURRENT SURVEY CONTROL
 DN0804  ___________________________________________________________________
 DN0804* NAD 83(1986)-  33 34 00.     (N)    097 51 52.     (W)     SCALED    
 DN0804* NAVD 88     -       329.513  (meters)    1081.08   (feet)  ADJUSTED  
 DN0804  ___________________________________________________________________
 DN0804  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0804  DYNAMIC HT  -         329.149 (meters)    1079.88  (feet)  COMP
 DN0804  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 DN0804
 DN0804  VERT ORDER  -  FIRST     CLASS II
 DN0804
 DN0804.The horizontal coordinates were scaled from a topographic map and have
 DN0804.an estimated accuracy of +/- 6 seconds.
 DN0804
 DN0804.The orthometric height was determined by differential leveling
 DN0804.and adjusted by the National Geodetic Survey in June 1991..
 DN0804.WARNING-Repeat measurements at this control monument indicate possible
 DN0804.vertical movement.
 DN0804
 DN0804.The geoid height was determined by GEOID03.
 DN0804
 DN0804.The dynamic height is computed by dividing the NAVD 88
 DN0804.geopotential number by the normal gravity value computed on the
 DN0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0804.degrees latitude (g = 980.6199 gals.).
 DN0804
 DN0804.The modeled gravity was interpolated from observed gravity values.
 DN0804
 DN0804;                    North         East    Units  Estimated Accuracy
 DN0804;SPC TXNC     - 2,210,870.      659,010.      MT  (+/- 180 meters Scaled)
 DN0804
 DN0804                          SUPERSEDED SURVEY CONTROL
 DN0804
 DN0804  NGVD 29 (??/??/92)  329.392  (m)         1080.68   (f) ADJ UNCH    1 2
 DN0804
 DN0804.Superseded values are not recommended for survey control.
 DN0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0804.See file dsdata.txt to determine how the superseded data were derived.
 DN0804
 DN0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC053146(NAD 83)
 DN0804_MARKER: DB = BENCH MARK DISK
 DN0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0804_SP_SET: ABUTMENT
 DN0804_STAMPING: R 231 1952
 DN0804_MARK LOGO: CGS   
 DN0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0804
 DN0804  HISTORY     - Date     Condition        Report By
 DN0804  HISTORY     - 1952     MONUMENTED       CGS
 DN0804  HISTORY     - 1984     GOOD             NGS
 DN0804  HISTORY     - 19961130 GOOD             USPSQD
 DN0804
 DN0804                          STATION DESCRIPTION
 DN0804
 DN0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0804'0.7 MI N FROM BOWIE.
 DN0804'0.7 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0804'FROM THE STATION AT BOWIE, 0.2 MILE NORTHWEST OF THE CROSSING OF THE
 DN0804'FORT WORTH AND DENVER CITY RAILROAD, 4 POLES SOUTHEAST OF MILEPOST
 DN0804'543, 6.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.6 FOOT BELOW THE TOP
 DN0804'OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 DN0804'ABUTMENT OF THE UNDERPASS OF U.S. HIGHWAY 287.
 DN0804
 DN0804                          STATION RECOVERY (1984)
 DN0804
 DN0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0804'RECOVERED IN GOOD CONDITION.
 DN0804
 DN0804                          STATION RECOVERY (1996)
 DN0804
 DN0804'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1044 ***********************************************************************
 CS1044  DESIGNATION -  R 232
 CS1044  PID         -  CS1044
 CS1044  STATE/COUNTY-  TX/DALLAS
 CS1044  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1044
 CS1044                         *CURRENT SURVEY CONTROL
 CS1044  ___________________________________________________________________
 CS1044* NAD 83(1986)-  32 51 29.     (N)    096 42 57.     (W)     SCALED    
 CS1044* NAVD 88     -       141.785  (meters)     465.17   (feet)  ADJUSTED  
 CS1044  ___________________________________________________________________
 CS1044  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CS1044  DYNAMIC HT  -         141.626 (meters)     464.65  (feet)  COMP
 CS1044  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CS1044
 CS1044  VERT ORDER  -  SECOND    CLASS 0
 CS1044
 CS1044.The horizontal coordinates were scaled from a topographic map and have
 CS1044.an estimated accuracy of +/- 6 seconds.
 CS1044
 CS1044.The orthometric height was determined by differential leveling
 CS1044.and adjusted by the National Geodetic Survey in June 1991..
 CS1044
 CS1044.The geoid height was determined by GEOID03.
 CS1044
 CS1044.The dynamic height is computed by dividing the NAVD 88
 CS1044.geopotential number by the normal gravity value computed on the
 CS1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1044.degrees latitude (g = 980.6199 gals.).
 CS1044
 CS1044.The modeled gravity was interpolated from observed gravity values.
 CS1044
 CS1044;                    North         East    Units  Estimated Accuracy
 CS1044;SPC TXNC     - 2,133,530.      766,970.      MT  (+/- 180 meters Scaled)
 CS1044
 CS1044                          SUPERSEDED SURVEY CONTROL
 CS1044
 CS1044  NGVD 29 (??/??/92)  141.790  (m)          465.19   (f) ADJ UNCH    2 0
 CS1044
 CS1044.Superseded values are not recommended for survey control.
 CS1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1044.See file dsdata.txt to determine how the superseded data were derived.
 CS1044
 CS1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB137378(NAD 83)
 CS1044_MARKER: DB = BENCH MARK DISK
 CS1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1044_SP_SET: CULVERT
 CS1044_STAMPING: R 232 1952
 CS1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1044
 CS1044  HISTORY     - Date     Condition        Report By
 CS1044  HISTORY     - 1952     MONUMENTED       CGS
 CS1044  HISTORY     - 1958     GOOD             NGS
 CS1044  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1044
 CS1044                          STATION DESCRIPTION
 CS1044
 CS1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1044'2.0 MI NW FROM DALLAS.
 CS1044'2.0 MILES NORTHWEST ALONG BUCKNER BOULEVARD FROM ITS INTERSECTION WITH
 CS1044'GARLAND ROAD AT DALLAS, 0.25 MILE SOUTHEAST OF AN INTERSECTION WITH
 CS1044'SPUR 244, 31 FEET SOUTHWEST OF THE CENTER LINE OF BUCKNER BOULEVARD,
 CS1044'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 CS1044'CONCRETE CULVERT.
 CS1044
 CS1044                          STATION RECOVERY (1958)
 CS1044
 CS1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1044'RECOVERED IN GOOD CONDITION.
 CS1044
 CS1044                          STATION RECOVERY (1984)
 CS1044
 CS1044'RECOVERY NOTE BY US POWER SQUADRON 1984
 CS1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0529 ***********************************************************************
 DN0529  DESIGNATION -  R 233
 DN0529  PID         -  DN0529
 DN0529  STATE/COUNTY-  TX/GRAYSON
 DN0529  USGS QUAD   -  DENISON DAM (1973)
 DN0529
 DN0529                         *CURRENT SURVEY CONTROL
 DN0529  ___________________________________________________________________
 DN0529* NAD 83(1986)-  33 45 02.     (N)    096 30 04.     (W)     SCALED    
 DN0529* NAVD 88     -       214.268  (meters)     702.98   (feet)  ADJUSTED  
 DN0529  ___________________________________________________________________
 DN0529  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DN0529  DYNAMIC HT  -         214.040 (meters)     702.23  (feet)  COMP
 DN0529  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 DN0529
 DN0529  VERT ORDER  -  SECOND    CLASS 0
 DN0529
 DN0529.The horizontal coordinates were scaled from a topographic map and have
 DN0529.an estimated accuracy of +/- 6 seconds.
 DN0529
 DN0529.The orthometric height was determined by differential leveling
 DN0529.and adjusted by the National Geodetic Survey in June 1991..
 DN0529
 DN0529.The geoid height was determined by GEOID03.
 DN0529
 DN0529.The dynamic height is computed by dividing the NAVD 88
 DN0529.geopotential number by the normal gravity value computed on the
 DN0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0529.degrees latitude (g = 980.6199 gals.).
 DN0529
 DN0529.The modeled gravity was interpolated from observed gravity values.
 DN0529
 DN0529;                    North         East    Units  Estimated Accuracy
 DN0529;SPC TXNC     - 2,232,850.      785,180.      MT  (+/- 180 meters Scaled)
 DN0529
 DN0529                          SUPERSEDED SURVEY CONTROL
 DN0529
 DN0529  NGVD 29 (??/??/92)  214.242  (m)          702.89   (f) ADJ UNCH    2 0
 DN0529
 DN0529.Superseded values are not recommended for survey control.
 DN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0529.See file dsdata.txt to determine how the superseded data were derived.
 DN0529
 DN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC314373(NAD 83)
 DN0529_MARKER: DB = BENCH MARK DISK
 DN0529_SETTING: 80 = SET IN A BOULDER
 DN0529_SP_SET: BOULDER
 DN0529_STAMPING: R 233 1952
 DN0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0529+STABILITY: SURFACE MOTION
 DN0529
 DN0529  HISTORY     - Date     Condition        Report By
 DN0529  HISTORY     - 1952     MONUMENTED       CGS
 DN0529  HISTORY     - 19990213 GOOD             USPSQD
 DN0529
 DN0529                          STATION DESCRIPTION
 DN0529
 DN0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0529'2.15 MI E FROM DENISON.
 DN0529'1.45 MILES EAST ALONG FARM ROAD 120 FROM THE UNION STATION AT DENISON,
 DN0529'THENCE 0.5 MILE SOUTHEAST ALONG AN OILED ROAD, THENCE 0.2 MILE EAST TO
 DN0529'THE HANGARS AT THE GRAY AIRPORT, 186 FEET EAST OF THE SOUTHEAST CORNER
 DN0529'OF THE EAST MAIN HANGAR, 19 FEET WEST OF THE WEST EDGE OF THE NORTH
 DN0529'AND SOUTH RUNWAY, SET IN THE TOP OF THE EAST END OF A 3X7 FOOT
 DN0529'LIMESTONE BOULDER, FLUSH WITH THE GROUND.
 DN0529
 DN0529                          STATION RECOVERY (1999)
 DN0529
 DN0529'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0427 ***********************************************************************
 FM0427  DESIGNATION -  R 234
 FM0427  PID         -  FM0427
 FM0427  STATE/COUNTY-  TX/HARTLEY
 FM0427  USGS QUAD   -  KING (1973)
 FM0427
 FM0427                         *CURRENT SURVEY CONTROL
 FM0427  ___________________________________________________________________
 FM0427* NAD 83(1986)-  35 54 03.     (N)    102 43 28.     (W)     SCALED    
 FM0427* NAVD 88     -      1234.658  (meters)    4050.71   (feet)  ADJUSTED  
 FM0427  ___________________________________________________________________
 FM0427  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 FM0427  DYNAMIC HT  -        1233.201 (meters)    4045.93  (feet)  COMP
 FM0427  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 FM0427
 FM0427  VERT ORDER  -  FIRST     CLASS II
 FM0427
 FM0427.The horizontal coordinates were scaled from a topographic map and have
 FM0427.an estimated accuracy of +/- 6 seconds.
 FM0427
 FM0427.The orthometric height was determined by differential leveling
 FM0427.and adjusted by the National Geodetic Survey in June 1991..
 FM0427
 FM0427.The geoid height was determined by GEOID03.
 FM0427
 FM0427.The dynamic height is computed by dividing the NAVD 88
 FM0427.geopotential number by the normal gravity value computed on the
 FM0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0427.degrees latitude (g = 980.6199 gals.).
 FM0427
 FM0427.The modeled gravity was interpolated from observed gravity values.
 FM0427
 FM0427;                    North         East    Units  Estimated Accuracy
 FM0427;SPC TX N     - 1,211,560.       89,470.      MT  (+/- 180 meters Scaled)
 FM0427
 FM0427                          SUPERSEDED SURVEY CONTROL
 FM0427
 FM0427  NGVD 29 (??/??/92) 1234.101  (m)         4048.88   (f) ADJ UNCH    1 2
 FM0427
 FM0427.Superseded values are not recommended for survey control.
 FM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0427.See file dsdata.txt to determine how the superseded data were derived.
 FM0427
 FM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV053753(NAD 83)
 FM0427_MARKER: DB = BENCH MARK DISK
 FM0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0427_STAMPING: R-234 1933
 FM0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0427+STABILITY: SURFACE MOTION
 FM0427
 FM0427  HISTORY     - Date     Condition        Report By
 FM0427  HISTORY     - 1933     MONUMENTED       CGS
 FM0427  HISTORY     - 1973     MARK NOT FOUND   USGS
 FM0427
 FM0427                          STATION DESCRIPTION
 FM0427
 FM0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0427'5.1 MI NE FROM MIDDLEWATER.
 FM0427'5.1 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. 20
 FM0427'POLES SOUTH WEST OF MILE POLE NO. 561.  SET IN POST, 100 FEET SOUTH
 FM0427'EAST OF THE CENTER LINE OF THE TRACKS AND 2 FEET NORTH WEST OF THE
 FM0427'RIGHT-OF-WAY FENCE.
 FM0427
 FM0427                          STATION RECOVERY (1973)
 FM0427
 FM0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0011 ***********************************************************************
 FM0011  DESIGNATION -  R 235
 FM0011  PID         -  FM0011
 FM0011  STATE/COUNTY-  TX/HARTLEY
 FM0011  USGS QUAD   -  HARTLEY SE (1963)
 FM0011
 FM0011                         *CURRENT SURVEY CONTROL
 FM0011  ___________________________________________________________________
 FM0011* NAD 83(1986)-  35 50 44.     (N)    102 22 30.     (W)     SCALED    
 FM0011* NAVD 88     -      1193.691  (meters)    3916.30   (feet)  ADJUSTED  
 FM0011  ___________________________________________________________________
 FM0011  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 FM0011  DYNAMIC HT  -        1192.286 (meters)    3911.69  (feet)  COMP
 FM0011  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 FM0011
 FM0011  VERT ORDER  -  FIRST     CLASS II
 FM0011
 FM0011.The horizontal coordinates were scaled from a topographic map and have
 FM0011.an estimated accuracy of +/- 6 seconds.
 FM0011
 FM0011.The orthometric height was determined by differential leveling
 FM0011.and adjusted by the National Geodetic Survey in June 1991..
 FM0011
 FM0011.The geoid height was determined by GEOID03.
 FM0011
 FM0011.The dynamic height is computed by dividing the NAVD 88
 FM0011.geopotential number by the normal gravity value computed on the
 FM0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0011.degrees latitude (g = 980.6199 gals.).
 FM0011
 FM0011.The modeled gravity was interpolated from observed gravity values.
 FM0011
 FM0011;                    North         East    Units  Estimated Accuracy
 FM0011;SPC TX N     - 1,205,090.      120,960.      MT  (+/- 180 meters Scaled)
 FM0011
 FM0011                          SUPERSEDED SURVEY CONTROL
 FM0011
 FM0011  NGVD 29 (??/??/92) 1193.117  (m)         3914.42   (f) ADJ UNCH    1 2
 FM0011
 FM0011.Superseded values are not recommended for survey control.
 FM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0011.See file dsdata.txt to determine how the superseded data were derived.
 FM0011
 FM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV370700(NAD 83)
 FM0011_MARKER: DB = BENCH MARK DISK
 FM0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0011_STAMPING: R-235 1933
 FM0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0011+STABILITY: SURFACE MOTION
 FM0011
 FM0011  HISTORY     - Date     Condition        Report By
 FM0011  HISTORY     - 1933     MONUMENTED       CGS
 FM0011  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0011  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0011
 FM0011                          STATION DESCRIPTION
 FM0011
 FM0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0011'3.4 MI SE FROM HARTLEY.
 FM0011'3.4 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0011'CITY RAILROAD.  AT MILE POLE NO. 400, ONE POLE SOUTH EAST OF ROAD
 FM0011'CROSSING.  SET IN POST, 37 FEET SOUTH WEST OF THE CENTERLINE OF THE
 FM0011'TRACKS AND 4 FEET SOUTH EAST OF POLE.
 FM0011
 FM0011                          STATION RECOVERY (1963)
 FM0011
 FM0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0011'MARK NOT FOUND.
 FM0011
 FM0011                          STATION RECOVERY (1985)
 FM0011
 FM0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0011'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0234 ***********************************************************************
 FM0234  DESIGNATION -  R 236
 FM0234  PID         -  FM0234
 FM0234  STATE/COUNTY-  TX/POTTER
 FM0234  USGS QUAD   -  BODEN (1966)
 FM0234
 FM0234                         *CURRENT SURVEY CONTROL
 FM0234  ___________________________________________________________________
 FM0234* NAD 83(1986)-  35 27 30.     (N)    102 06 26.     (W)     SCALED    
 FM0234* NAVD 88     -       953.624  (meters)    3128.68   (feet)  ADJUSTED  
 FM0234  ___________________________________________________________________
 FM0234  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FM0234  DYNAMIC HT  -         952.512 (meters)    3125.03  (feet)  COMP
 FM0234  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 FM0234
 FM0234  VERT ORDER  -  FIRST     CLASS II
 FM0234
 FM0234.The horizontal coordinates were scaled from a topographic map and have
 FM0234.an estimated accuracy of +/- 6 seconds.
 FM0234
 FM0234.The orthometric height was determined by differential leveling
 FM0234.and adjusted by the National Geodetic Survey in June 1991..
 FM0234
 FM0234.The geoid height was determined by GEOID03.
 FM0234
 FM0234.The dynamic height is computed by dividing the NAVD 88
 FM0234.geopotential number by the normal gravity value computed on the
 FM0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0234.degrees latitude (g = 980.6199 gals.).
 FM0234
 FM0234.The modeled gravity was interpolated from observed gravity values.
 FM0234
 FM0234;                    North         East    Units  Estimated Accuracy
 FM0234;SPC TX N     - 1,161,950.      144,880.      MT  (+/- 180 meters Scaled)
 FM0234
 FM0234                          SUPERSEDED SURVEY CONTROL
 FM0234
 FM0234  NGVD 29 (??/??/92)  953.170  (m)         3127.19   (f) ADJ UNCH    1 2
 FM0234
 FM0234.Superseded values are not recommended for survey control.
 FM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0234.See file dsdata.txt to determine how the superseded data were derived.
 FM0234
 FM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV625277(NAD 83)
 FM0234_MARKER: DB = BENCH MARK DISK
 FM0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0234_SP_SET: CULVERT
 FM0234_STAMPING: R-236 1933
 FM0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0234
 FM0234  HISTORY     - Date     Condition        Report By
 FM0234  HISTORY     - 1933     MONUMENTED       CGS
 FM0234  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0234  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0234
 FM0234                          STATION DESCRIPTION
 FM0234
 FM0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0234'4.9 MI NW FROM BODEN.
 FM0234'4.9 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0234'CITY RAILROAD.  AT 24 INCH CULVERT NO. 362-78.  9 1/2 POLES SOUTH EAST
 FM0234'OF MILE POLE NO. 363.  SET IN SOUTH EAST END OF THE SOUTH WEST
 FM0234'HEADWALL 15 FEET SOUTH WEST OF THE CENTERLINE OF THE TRACKS.
 FM0234
 FM0234                          STATION RECOVERY (1966)
 FM0234
 FM0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0234'MARK NOT FOUND.
 FM0234
 FM0234                          STATION RECOVERY (1985)
 FM0234
 FM0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0234'THERE NO LONGER IS A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0028 ***********************************************************************
 GL0028  DESIGNATION -  R 237
 GL0028  PID         -  GL0028
 GL0028  STATE/COUNTY-  TX/DALLAM
 GL0028  USGS QUAD   -  WILCO NE (1965)
 GL0028
 GL0028                         *CURRENT SURVEY CONTROL
 GL0028  ___________________________________________________________________
 GL0028* NAD 83(1986)-  36 10 25.     (N)    102 20 32.     (W)     SCALED    
 GL0028* NAVD 88     -      1195.473  (meters)    3922.15   (feet)  ADJUSTED  
 GL0028  ___________________________________________________________________
 GL0028  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 GL0028  DYNAMIC HT  -        1194.110 (meters)    3917.68  (feet)  COMP
 GL0028  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 GL0028
 GL0028  VERT ORDER  -  FIRST     CLASS II
 GL0028
 GL0028.The horizontal coordinates were scaled from a topographic map and have
 GL0028.an estimated accuracy of +/- 6 seconds.
 GL0028
 GL0028.The orthometric height was determined by differential leveling
 GL0028.and adjusted by the National Geodetic Survey in June 1991..
 GL0028
 GL0028.The geoid height was determined by GEOID03.
 GL0028
 GL0028.The dynamic height is computed by dividing the NAVD 88
 GL0028.geopotential number by the normal gravity value computed on the
 GL0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0028.degrees latitude (g = 980.6199 gals.).
 GL0028
 GL0028.The modeled gravity was interpolated from observed gravity values.
 GL0028
 GL0028;                    North         East    Units  Estimated Accuracy
 GL0028;SPC TX N     - 1,241,470.      124,230.      MT  (+/- 180 meters Scaled)
 GL0028
 GL0028                          SUPERSEDED SURVEY CONTROL
 GL0028
 GL0028.No superseded survey control is available for this station.
 GL0028
 GL0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA390064(NAD 83)
 GL0028_MARKER: DB = BENCH MARK DISK
 GL0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0028_STAMPING: R-237, 1933
 GL0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0028+STABILITY: SURFACE MOTION
 GL0028
 GL0028  HISTORY     - Date     Condition        Report By
 GL0028  HISTORY     - 1933     MONUMENTED       CGS
 GL0028  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0028
 GL0028                          STATION DESCRIPTION
 GL0028
 GL0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0028'7.1 MI SW FROM CONLEN.
 GL0028'7.1 MILES SOUTH WEST OF CONLEN DEPOT ALONG THE ROCK ISLAND RAILROAD. 3
 GL0028'POLES SOUTH WEST OF MILE POLE NO. 533.  OPPOSITE FARM HOUSE, AT
 GL0028'PRIVATE ROAD CROSSING.  SET IN POST, 45 FEET NORTH WEST OF THE
 GL0028'CENTERLINE OF THE TRACKS AND 4 FEET NORTH EAST OF POLE.
 GL0028
 GL0028                          STATION RECOVERY (1965)
 GL0028
 GL0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0433 ***********************************************************************
 GK0433  DESIGNATION -  R 238
 GK0433  PID         -  GK0433
 GK0433  STATE/COUNTY-  TX/SHERMAN
 GK0433  USGS QUAD   -  TEXHOMA SOUTH (1974)
 GK0433
 GK0433                         *CURRENT SURVEY CONTROL
 GK0433  ___________________________________________________________________
 GK0433* NAD 83(1986)-  36 28 25.     (N)    101 49 57.     (W)     SCALED    
 GK0433* NAVD 88     -      1060.965  (meters)    3480.85   (feet)  ADJUSTED  
 GK0433  ___________________________________________________________________
 GK0433  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 GK0433  DYNAMIC HT  -        1059.819 (meters)    3477.09  (feet)  COMP
 GK0433  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 GK0433
 GK0433  VERT ORDER  -  FIRST     CLASS II
 GK0433
 GK0433.The horizontal coordinates were scaled from a topographic map and have
 GK0433.an estimated accuracy of +/- 6 seconds.
 GK0433
 GK0433.The orthometric height was determined by differential leveling
 GK0433.and adjusted by the National Geodetic Survey in June 1991..
 GK0433
 GK0433.The geoid height was determined by GEOID03.
 GK0433
 GK0433.The dynamic height is computed by dividing the NAVD 88
 GK0433.geopotential number by the normal gravity value computed on the
 GK0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0433.degrees latitude (g = 980.6199 gals.).
 GK0433
 GK0433.The modeled gravity was interpolated from observed gravity values.
 GK0433
 GK0433;                    North         East    Units  Estimated Accuracy
 GK0433;SPC TX N     - 1,274,480.      170,200.      MT  (+/- 180 meters Scaled)
 GK0433
 GK0433                          SUPERSEDED SURVEY CONTROL
 GK0433
 GK0433  NGVD 29 (??/??/92) 1060.479  (m)         3479.25   (f) ADJ UNCH    1 2
 GK0433
 GK0433.Superseded values are not recommended for survey control.
 GK0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0433.See file dsdata.txt to determine how the superseded data were derived.
 GK0433
 GK0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF462402(NAD 83)
 GK0433_MARKER: DB = BENCH MARK DISK
 GK0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0433_STAMPING: R-238 1933
 GK0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0433+STABILITY: SURFACE MOTION
 GK0433
 GK0433  HISTORY     - Date     Condition        Report By
 GK0433  HISTORY     - 1933     MONUMENTED       CGS
 GK0433
 GK0433                          STATION DESCRIPTION
 GK0433
 GK0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0433'16.3 MI NE FROM STRATFORD.
 GK0433'16.3 MILES NORTH EAST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GK0433'RAILROAD.  AT MILE POLE NO. 498. 3 POLES NORTH EAST OF ROAD CROSSING.
 GK0433'SET IN POST, 103 FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS AND 2
 GK0433'FEET NORTH WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0935 ***********************************************************************
 BZ0935  DESIGNATION -  R 239
 BZ0935  PID         -  BZ0935
 BZ0935  STATE/COUNTY-  TX/BELL
 BZ0935  USGS QUAD   -  POST OAK MOUNTAIN (1994)
 BZ0935
 BZ0935                         *CURRENT SURVEY CONTROL
 BZ0935  ___________________________________________________________________
 BZ0935* NAD 83(1986)-  31 08 43.     (N)    097 43 23.     (W)     SCALED    
 BZ0935* NAVD 88     -       281.342  (meters)     923.04   (feet)  ADJUSTED  
 BZ0935  ___________________________________________________________________
 BZ0935  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ0935  DYNAMIC HT  -         280.966 (meters)     921.80  (feet)  COMP
 BZ0935  MODELED GRAV-     979,298.3   (mgal)                       NAVD 88
 BZ0935
 BZ0935  VERT ORDER  -  FIRST     CLASS II
 BZ0935
 BZ0935.The horizontal coordinates were scaled from a topographic map and have
 BZ0935.an estimated accuracy of +/- 6 seconds.
 BZ0935
 BZ0935.The orthometric height was determined by differential leveling
 BZ0935.and adjusted by the National Geodetic Survey in June 1991..
 BZ0935
 BZ0935.The geoid height was determined by GEOID03.
 BZ0935
 BZ0935.The dynamic height is computed by dividing the NAVD 88
 BZ0935.geopotential number by the normal gravity value computed on the
 BZ0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0935.degrees latitude (g = 980.6199 gals.).
 BZ0935
 BZ0935.The modeled gravity was interpolated from observed gravity values.
 BZ0935
 BZ0935;                    North         East    Units  Estimated Accuracy
 BZ0935;SPC TX C     - 3,166,830.      948,860.      MT  (+/- 180 meters Scaled)
 BZ0935
 BZ0935                          SUPERSEDED SURVEY CONTROL
 BZ0935
 BZ0935  NGVD 29 (??/??/92)  281.259  (m)          922.76   (f) ADJ UNCH    1 2
 BZ0935
 BZ0935.Superseded values are not recommended for survey control.
 BZ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0935.See file dsdata.txt to determine how the superseded data were derived.
 BZ0935
 BZ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV217464(NAD 83)
 BZ0935_MARKER: DB = BENCH MARK DISK
 BZ0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0935_STAMPING: R 239 1953
 BZ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0935+STABILITY: SURFACE MOTION
 BZ0935
 BZ0935  HISTORY     - Date     Condition        Report By
 BZ0935  HISTORY     - 1953     MONUMENTED       CGS
 BZ0935  HISTORY     - 1957     GOOD             DOD
 BZ0935  HISTORY     - 1976     GOOD
 BZ0935  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0935
 BZ0935                          STATION DESCRIPTION
 BZ0935
 BZ0935'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0935'2.2 MI N FROM KILLEEN.
 BZ0935'2.2 MILES NORTH OF KILLEEN, BELL COUNTY, 0.3 MILE WEST ALONG THE GULF,
 BZ0935'COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.7 MILE NORTH ALONG
 BZ0935'COLLEGE STREET, 0.1 MILE WEST ALONG DEAN STREET, 0.3 MILE NORTH ALONG
 BZ0935'GARTH STREET, 0.8 MILE NORTH ALONG THE AIRPORT ROAD, AT THE ENTRANCE
 BZ0935'TO HOOD A. A. F., 53 FEET SOUTH OF THE CENTER OF A CATTLE GUARD AT THE
 BZ0935'ENTRANCE, 125 FEET SOUTHEAST OF THE CENTERLINE OF A ROAD, 2 FEET WEST
 BZ0935'OF A FENCE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND SET IN
 BZ0935'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 BZ0935
 BZ0935                          STATION RECOVERY (1976)
 BZ0935
 BZ0935'RECOVERED 1976
 BZ0935'RECOVERED IN GOOD CONDITION.
 BZ0935
 BZ0935                          STATION RECOVERY (2001)
 BZ0935
 BZ0935'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0139 ***********************************************************************
 BL0139  DESIGNATION -  R 24
 BL0139  PID         -  BL0139
 BL0139  STATE/COUNTY-  TX/TYLER
 BL0139  USGS QUAD   -  TOWN BLUFF (1984)
 BL0139
 BL0139                         *CURRENT SURVEY CONTROL
 BL0139  ___________________________________________________________________
 BL0139* NAD 83(1986)-  30 50 59.     (N)    094 14 25.     (W)     SCALED    
 BL0139* NAVD 88     -        61.91   (+/-2cm)     203.1    (feet)  VERTCON   
 BL0139  ___________________________________________________________________
 BL0139  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BL0139
 BL0139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0139
 BL0139.The horizontal coordinates were scaled from a topographic map and have
 BL0139.an estimated accuracy of +/- 6 seconds.
 BL0139
 BL0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0139.The vertical order pertains to the NGVD 29 superseded value.
 BL0139
 BL0139.The geoid height was determined by GEOID03.
 BL0139
 BL0139;                    North         East    Units  Estimated Accuracy
 BL0139;SPC TX C     - 3,147,100.    1,282,470.      MT  (+/- 180 meters Scaled)
 BL0139
 BL0139                          SUPERSEDED SURVEY CONTROL
 BL0139
 BL0139  NGVD 29 (??/??/92)   61.914  (m)          203.13   (f) ADJ UNCH    2 0
 BL0139
 BL0139.Superseded values are not recommended for survey control.
 BL0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0139.See file dsdata.txt to determine how the superseded data were derived.
 BL0139
 BL0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ814136(NAD 83)
 BL0139_MARKER: DD = SURVEY DISK
 BL0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0139_STAMPING: R 24
 BL0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0139+STABILITY: SURFACE MOTION
 BL0139
 BL0139  HISTORY     - Date     Condition        Report By
 BL0139  HISTORY     - UNK      MONUMENTED       DOD
 BL0139  HISTORY     - 1949     GOOD             NGS
 BL0139
 BL0139                          STATION DESCRIPTION
 BL0139
 BL0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0139'6.1 MI NW FROM TOWN BLUFF.
 BL0139'5.2 MILES NORTHWEST ALONG FARM ROAD 92 FROM ITS JUNCTION WITH OLD
 BL0139'STATE HIGHWAY 45 AT TOWN BLUFF, THENCE 0.8 MILE WEST ALONG U.S.
 BL0139'HIGHWAY 190, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD, 563 FEET
 BL0139'NORTHEAST OF BENCH MARK R 23 (C. OF E.), 110 FEET NORTHEAST OF THE TOP
 BL0139'OF A HILL, 30 FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 11
 BL0139'FEET SOUTHWEST OF A 4 INCH TRIANGULAR BLAZED PINE TREE, 5 FEET
 BL0139'SOUTHEAST OF THE CENTER LINE OF AN OLD ROAD, 1.5 FEET SOUTHWEST OF A
 BL0139'WITNESS POST, 69.6 FEET NORTHEAST OF A POWER POLE, SET IN THE TOP OF A
 BL0139'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0540 ***********************************************************************
 BM0540  DESIGNATION -  R 240
 BM0540  PID         -  BM0540
 BM0540  STATE/COUNTY-  TX/TRAVIS
 BM0540  USGS QUAD   -  MANOR (1988)
 BM0540
 BM0540                         *CURRENT SURVEY CONTROL
 BM0540  ___________________________________________________________________
 BM0540* NAD 83(1986)-  30 20 36.     (N)    097 32 37.     (W)     SCALED    
 BM0540* NAVD 88     -       154.54   (+/-2cm)     507.0    (feet)  VERTCON   
 BM0540  ___________________________________________________________________
 BM0540  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BM0540
 BM0540  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0540
 BM0540.The horizontal coordinates were scaled from a topographic map and have
 BM0540.an estimated accuracy of +/- 6 seconds.
 BM0540
 BM0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0540.The vertical order pertains to the NGVD 29 superseded value.
 BM0540
 BM0540.The geoid height was determined by GEOID03.
 BM0540
 BM0540;                    North         East    Units  Estimated Accuracy
 BM0540;SPC TX C     - 3,078,380.      968,200.      MT  (+/- 180 meters Scaled)
 BM0540
 BM0540                          SUPERSEDED SURVEY CONTROL
 BM0540
 BM0540  NGVD 29 (??/??/92)  154.457  (m)          506.75   (f) ADJ UNCH    1 2
 BM0540
 BM0540.Superseded values are not recommended for survey control.
 BM0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0540.See file dsdata.txt to determine how the superseded data were derived.
 BM0540
 BM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU399577(NAD 83)
 BM0540_MARKER: DB = BENCH MARK DISK
 BM0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0540_SP_SET: BRIDGE
 BM0540_STAMPING: R 240 1953
 BM0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0540
 BM0540  HISTORY     - Date     Condition        Report By
 BM0540  HISTORY     - 1953     MONUMENTED       CGS
 BM0540  HISTORY     - 19860716 MARK NOT FOUND   USGS
 BM0540  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0540  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 BM0540
 BM0540                          STATION DESCRIPTION
 BM0540
 BM0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0540'11.4 MI W FROM ELGIN.
 BM0540'11.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0540'STATION AT ELGIN, 1 1/2 POLES WEST OF MILEPOST 99, 64.9 FEET NORTH OF
 BM0540'THE NORTH RAIL, 12 FEET SOUTH OF THE CENTER LINE OF LOOP 212, SET IN
 BM0540'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A 385 FOOT CONCRETE
 BM0540'BRIDGE OVER WILBARGER CREEK.
 BM0540
 BM0540                          STATION RECOVERY (1986)
 BM0540
 BM0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0540'MARK NOT FOUND.
 BM0540
 BM0540                          STATION RECOVERY (1990)
 BM0540
 BM0540'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BM0540'MARK NOT FOUND.
 BM0540
 BM0540                          STATION RECOVERY (1991)
 BM0540
 BM0540'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0247 ***********************************************************************
 GL0247  DESIGNATION -  R 241
 GL0247  PID         -  GL0247
 GL0247  STATE/COUNTY-  TX/DALLAM
 GL0247  USGS QUAD   -  DALHART WEST (1973)
 GL0247
 GL0247                         *CURRENT SURVEY CONTROL
 GL0247  ___________________________________________________________________
 GL0247* NAD 83(1986)-  36 05 51.     (N)    102 34 14.     (W)     SCALED    
 GL0247* NAVD 88     -      1232.527  (meters)    4043.72   (feet)  ADJUSTED  
 GL0247  ___________________________________________________________________
 GL0247  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 GL0247  DYNAMIC HT  -        1231.098 (meters)    4039.03  (feet)  COMP
 GL0247  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 GL0247
 GL0247  VERT ORDER  -  FIRST     CLASS II
 GL0247
 GL0247.The horizontal coordinates were scaled from a topographic map and have
 GL0247.an estimated accuracy of +/- 6 seconds.
 GL0247
 GL0247.The orthometric height was determined by differential leveling
 GL0247.and adjusted by the National Geodetic Survey in June 1991..
 GL0247
 GL0247.The geoid height was determined by GEOID03.
 GL0247
 GL0247.The dynamic height is computed by dividing the NAVD 88
 GL0247.geopotential number by the normal gravity value computed on the
 GL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0247.degrees latitude (g = 980.6199 gals.).
 GL0247
 GL0247.The modeled gravity was interpolated from observed gravity values.
 GL0247
 GL0247;                    North         East    Units  Estimated Accuracy
 GL0247;SPC TX N     - 1,233,220.      103,600.      MT  (+/- 180 meters Scaled)
 GL0247
 GL0247                          SUPERSEDED SURVEY CONTROL
 GL0247
 GL0247.No superseded survey control is available for this station.
 GL0247
 GL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV187974(NAD 83)
 GL0247_MARKER: DB = BENCH MARK DISK
 GL0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0247+STABILITY: SURFACE MOTION
 GL0247
 GL0247  HISTORY     - Date     Condition        Report By
 GL0247  HISTORY     - UNK      MONUMENTED       CGS
 GL0247  HISTORY     - 1934     GOOD             NGS
 GL0247  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0247
 GL0247                          STATION DESCRIPTION
 GL0247
 GL0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0247'3.78 MI NW FROM DALHART.
 GL0247'3.78 MILES NORTH-WEST BY RAIL FROM DALHART ON RIGHT OF WAY OF FORT
 GL0247'WORTH AND DENVER R.R. OPPOSITE M.P. 421.  18 FT. WEST OF TRACK.  124
 GL0247'FT. WEST OF TEXAS (U.S.) HWY NO. 385.
 GL0247
 GL0247                          STATION RECOVERY (1973)
 GL0247
 GL0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0345 ***********************************************************************
 FM0345  DESIGNATION -  R 243
 FM0345  PID         -  FM0345
 FM0345  STATE/COUNTY-  TX/OLDHAM
 FM0345  USGS QUAD   -  VEGA NORTH (1966)
 FM0345
 FM0345                         *CURRENT SURVEY CONTROL
 FM0345  ___________________________________________________________________
 FM0345* NAD 83(1986)-  35 15 06.     (N)    102 27 45.     (W)     SCALED    
 FM0345* NAVD 88     -      1229.778  (meters)    4034.70   (feet)  ADJUSTED  
 FM0345  ___________________________________________________________________
 FM0345  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 FM0345  DYNAMIC HT  -        1228.295 (meters)    4029.83  (feet)  COMP
 FM0345  MODELED GRAV-     979,385.0   (mgal)                       NAVD 88
 FM0345
 FM0345  VERT ORDER  -  SECOND    CLASS 0
 FM0345
 FM0345.The horizontal coordinates were scaled from a topographic map and have
 FM0345.an estimated accuracy of +/- 6 seconds.
 FM0345
 FM0345.The orthometric height was determined by differential leveling
 FM0345.and adjusted by the National Geodetic Survey in June 1991..
 FM0345
 FM0345.The geoid height was determined by GEOID03.
 FM0345
 FM0345.The dynamic height is computed by dividing the NAVD 88
 FM0345.geopotential number by the normal gravity value computed on the
 FM0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0345.degrees latitude (g = 980.6199 gals.).
 FM0345
 FM0345.The modeled gravity was interpolated from observed gravity values.
 FM0345
 FM0345;                    North         East    Units  Estimated Accuracy
 FM0345;SPC TX N     - 1,139,280.      112,410.      MT  (+/- 180 meters Scaled)
 FM0345
 FM0345                          SUPERSEDED SURVEY CONTROL
 FM0345
 FM0345  NGVD 29 (??/??/92) 1229.249  (m)         4032.96   (f) ADJ UNCH    2 0
 FM0345
 FM0345.Superseded values are not recommended for survey control.
 FM0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0345.See file dsdata.txt to determine how the superseded data were derived.
 FM0345
 FM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV308039(NAD 83)
 FM0345_MARKER: DB = BENCH MARK DISK
 FM0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0345_STAMPING: R-243 1934
 FM0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0345+STABILITY: SURFACE MOTION
 FM0345
 FM0345  HISTORY     - Date     Condition        Report By
 FM0345  HISTORY     - 1934     MONUMENTED       CGS
 FM0345
 FM0345                          STATION DESCRIPTION
 FM0345
 FM0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0345'2.1 MI W FROM VEGA.
 FM0345'2.1 MILES WEST OF ROCK ISLAND RR DEPOT AT VEGA 87 FEET NORTH OF MILE
 FM0345'POST 797.  168 FEET SOUTH OF RIGHT-OF-WAY FENCE.  42 FEET NORTH OF
 FM0345'CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0588 ***********************************************************************
 DN0588  DESIGNATION -  R 245
 DN0588  PID         -  DN0588
 DN0588  STATE/COUNTY-  TX/COOKE
 DN0588  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN0588
 DN0588                         *CURRENT SURVEY CONTROL
 DN0588  ___________________________________________________________________
 DN0588* NAD 83(1986)-  33 37 20.     (N)    097 14 49.     (W)     SCALED    
 DN0588* NAVD 88     -       242.945  (meters)     797.06   (feet)  ADJUSTED  
 DN0588  ___________________________________________________________________
 DN0588  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DN0588  DYNAMIC HT  -         242.690 (meters)     796.23  (feet)  COMP
 DN0588  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 DN0588
 DN0588  VERT ORDER  -  SECOND    CLASS 0
 DN0588
 DN0588.The horizontal coordinates were scaled from a topographic map and have
 DN0588.an estimated accuracy of +/- 6 seconds.
 DN0588
 DN0588.The orthometric height was determined by differential leveling
 DN0588.and adjusted by the National Geodetic Survey in June 1991..
 DN0588
 DN0588.The geoid height was determined by GEOID03.
 DN0588
 DN0588.The dynamic height is computed by dividing the NAVD 88
 DN0588.geopotential number by the normal gravity value computed on the
 DN0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0588.degrees latitude (g = 980.6199 gals.).
 DN0588
 DN0588.The modeled gravity was interpolated from observed gravity values.
 DN0588
 DN0588;                    North         East    Units  Estimated Accuracy
 DN0588;SPC TXNC     - 2,217,550.      716,260.      MT  (+/- 180 meters Scaled)
 DN0588
 DN0588                          SUPERSEDED SURVEY CONTROL
 DN0588
 DN0588  NGVD 29 (??/??/92)  242.898  (m)          796.91   (f) ADJ UNCH    2 0
 DN0588
 DN0588.Superseded values are not recommended for survey control.
 DN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0588.See file dsdata.txt to determine how the superseded data were derived.
 DN0588
 DN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC626216(NAD 83)
 DN0588_MARKER: DB = BENCH MARK DISK
 DN0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0588_SP_SET: PIER
 DN0588_STAMPING: R 245 1934
 DN0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0588
 DN0588  HISTORY     - Date     Condition        Report By
 DN0588  HISTORY     - 1934     MONUMENTED       CGS
 DN0588  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN0588
 DN0588                          STATION DESCRIPTION
 DN0588
 DN0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0588'1.7 MI SW FROM LINDSAY.
 DN0588'ABOUT 1.7 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0588'TEXAS FROM THE STATION AT LINDSAY, COOKE COUNTY, ABOUT 1 POLE EAST OF
 DN0588'MILEPOST 708, AT THE BRIDGE OVER DRY ELM CREEK, IN THE TOP OF THE EAST
 DN0588'END OF THE NORTH CONCRETE PIER, AND ABOUT 1 FOOT LOWER THAN THE RAIL.
 DN0588'A STANDARD DISK, STAMPED R 245 1934.
 DN0588
 DN0588                          STATION RECOVERY (1995)
 DN0588
 DN0588'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1860 ***********************************************************************
 CS1860  DESIGNATION -  R 246
 CS1860  PID         -  CS1860
 CS1860  STATE/COUNTY-  TX/TARRANT
 CS1860  USGS QUAD   -  HALTOM CITY (1981)
 CS1860
 CS1860                         *CURRENT SURVEY CONTROL
 CS1860  ___________________________________________________________________
 CS1860* NAD 83(1986)-  32 51 19.     (N)    097 21 38.     (W)     SCALED    
 CS1860* NAVD 88     -       219.895  (meters)     721.44   (feet)  ADJUSTED  
 CS1860  ___________________________________________________________________
 CS1860  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1860  DYNAMIC HT  -         219.636 (meters)     720.59  (feet)  COMP
 CS1860  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 CS1860
 CS1860  VERT ORDER  -  SECOND    CLASS 0
 CS1860
 CS1860.The horizontal coordinates were scaled from a topographic map and have
 CS1860.an estimated accuracy of +/- 6 seconds.
 CS1860
 CS1860.The orthometric height was determined by differential leveling
 CS1860.and adjusted by the National Geodetic Survey in June 1991..
 CS1860
 CS1860.The geoid height was determined by GEOID03.
 CS1860
 CS1860.The dynamic height is computed by dividing the NAVD 88
 CS1860.geopotential number by the normal gravity value computed on the
 CS1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1860.degrees latitude (g = 980.6199 gals.).
 CS1860
 CS1860.The modeled gravity was interpolated from observed gravity values.
 CS1860
 CS1860;                    North         East    Units  Estimated Accuracy
 CS1860;SPC TXNC     - 2,132,380.      706,640.      MT  (+/- 180 meters Scaled)
 CS1860
 CS1860                          SUPERSEDED SURVEY CONTROL
 CS1860
 CS1860  NGVD 29 (??/??/92)  219.878  (m)          721.38   (f) ADJ UNCH    2 0
 CS1860
 CS1860.Superseded values are not recommended for survey control.
 CS1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1860.See file dsdata.txt to determine how the superseded data were derived.
 CS1860
 CS1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB534364(NAD 83)
 CS1860_MARKER: DB = BENCH MARK DISK
 CS1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1860_STAMPING: R-246 1934
 CS1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1860+STABILITY: SURFACE MOTION
 CS1860
 CS1860  HISTORY     - Date     Condition        Report By
 CS1860  HISTORY     - 1934     MONUMENTED       CGS
 CS1860  HISTORY     - 1946     MARK NOT FOUND   NGS
 CS1860
 CS1860                          STATION DESCRIPTION
 CS1860
 CS1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS1860'7.8 MI N FROM FT WORTH.
 CS1860'7.8 MILES NORTH OF FT. WORTH G.C. AND S.F. DEPOT.  ON GULF COLORADO
 CS1860'AND SANTA FE RAILROAD AT PRIVATE CROSSING.  BOUNDED ON THE WEST BY U.
 CS1860'S. 81 IN SOUTH EDGE OF SMALL TOWN.  3 FEET SOUTH OF GATE.  50 FEET
 CS1860'WEST OF TRACK AND 40 FEET EAST OF CENTERLINE OF U. S. HIGHWAY 81.
 CS1860
 CS1860                          STATION RECOVERY (1946)
 CS1860
 CS1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS1860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0545 ***********************************************************************
 DN0545  DESIGNATION -  R 247
 DN0545  PID         -  DN0545
 DN0545  STATE/COUNTY-  TX/COOKE
 DN0545  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN0545
 DN0545                         *CURRENT SURVEY CONTROL
 DN0545  ___________________________________________________________________
 DN0545* NAD 83(1986)-  33 34 16.     (N)    097 08 21.     (W)     SCALED    
 DN0545* NAVD 88     -       226.971  (meters)     744.65   (feet)  ADJUSTED  
 DN0545  ___________________________________________________________________
 DN0545  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN0545  DYNAMIC HT  -         226.734 (meters)     743.88  (feet)  COMP
 DN0545  MODELED GRAV-     979,584.3   (mgal)                       NAVD 88
 DN0545
 DN0545  VERT ORDER  -  SECOND    CLASS 0
 DN0545
 DN0545.The horizontal coordinates were scaled from a topographic map and have
 DN0545.an estimated accuracy of +/- 6 seconds.
 DN0545
 DN0545.The orthometric height was determined by differential leveling
 DN0545.and adjusted by the National Geodetic Survey in June 1991..
 DN0545
 DN0545.The geoid height was determined by GEOID03.
 DN0545
 DN0545.The dynamic height is computed by dividing the NAVD 88
 DN0545.geopotential number by the normal gravity value computed on the
 DN0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0545.degrees latitude (g = 980.6199 gals.).
 DN0545
 DN0545.The modeled gravity was interpolated from observed gravity values.
 DN0545
 DN0545;                    North         East    Units  Estimated Accuracy
 DN0545;SPC TXNC     - 2,212,010.      726,330.      MT  (+/- 180 meters Scaled)
 DN0545
 DN0545                          SUPERSEDED SURVEY CONTROL
 DN0545
 DN0545  NGVD 29 (??/??/92)  226.940  (m)          744.55   (f) ADJ UNCH    2 0
 DN0545
 DN0545.Superseded values are not recommended for survey control.
 DN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0545.See file dsdata.txt to determine how the superseded data were derived.
 DN0545
 DN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC727161(NAD 83)
 DN0545_MARKER: DB = BENCH MARK DISK
 DN0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0545_STAMPING: R-247 1934
 DN0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0545+STABILITY: SURFACE MOTION
 DN0545
 DN0545  HISTORY     - Date     Condition        Report By
 DN0545  HISTORY     - 1934     MONUMENTED       CGS
 DN0545  HISTORY     - 1958     MARK NOT FOUND   USGS
 DN0545  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 DN0545
 DN0545                          STATION DESCRIPTION
 DN0545
 DN0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0545'3.8 MI S FROM GAINESVILLE.
 DN0545'3.8 MILES SOUTH OF GAINESVILLE G.C. AND S.F. DEPOT.  AT GULF COLORADO
 DN0545'AND SANTA FE RR CROSSING.  1 POLE NORTH OF MILE POST 407.  20 FEET
 DN0545'EAST OF TRACK.  30 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 DN0545
 DN0545                          STATION RECOVERY (1958)
 DN0545
 DN0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN0545'MARK NOT FOUND.
 DN0545
 DN0545                          STATION RECOVERY (1995)
 DN0545
 DN0545'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1239 ***********************************************************************
 BY1239  DESIGNATION -  R 248
 BY1239  PID         -  BY1239
 BY1239  STATE/COUNTY-  TX/ANDERSON
 BY1239  USGS QUAD   -  TODD CITY (1982)
 BY1239
 BY1239                         *CURRENT SURVEY CONTROL
 BY1239  ___________________________________________________________________
 BY1239* NAD 83(1986)-  31 52 46.     (N)    095 28 21.     (W)     SCALED    
 BY1239* NAVD 88     -       106.506  (meters)     349.43   (feet)  ADJUSTED  
 BY1239  ___________________________________________________________________
 BY1239  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BY1239  DYNAMIC HT  -         106.378 (meters)     349.01  (feet)  COMP
 BY1239  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 BY1239
 BY1239  VERT ORDER  -  FIRST     CLASS II
 BY1239
 BY1239.The horizontal coordinates were scaled from a topographic map and have
 BY1239.an estimated accuracy of +/- 6 seconds.
 BY1239
 BY1239.The orthometric height was determined by differential leveling
 BY1239.and adjusted by the National Geodetic Survey in June 1991..
 BY1239
 BY1239.The geoid height was determined by GEOID03.
 BY1239
 BY1239.The dynamic height is computed by dividing the NAVD 88
 BY1239.geopotential number by the normal gravity value computed on the
 BY1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1239.degrees latitude (g = 980.6199 gals.).
 BY1239
 BY1239.The modeled gravity was interpolated from observed gravity values.
 BY1239
 BY1239;                    North         East    Units  Estimated Accuracy
 BY1239;SPC TX C     - 3,255,360.    1,159,770.      MT  (+/- 180 meters Scaled)
 BY1239
 BY1239                          SUPERSEDED SURVEY CONTROL
 BY1239
 BY1239  NGVD 29 (??/??/92)  106.524  (m)          349.49   (f) ADJ UNCH    1 2
 BY1239
 BY1239.Superseded values are not recommended for survey control.
 BY1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1239.See file dsdata.txt to determine how the superseded data were derived.
 BY1239
 BY1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR661297(NAD 83)
 BY1239_MARKER: DB = BENCH MARK DISK
 BY1239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1239_SP_SET: ABUTMENT
 BY1239_STAMPING: R 248 1952
 BY1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1239+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 BY1239
 BY1239  HISTORY     - Date     Condition        Report By
 BY1239  HISTORY     - 1952     MONUMENTED       CGS
 BY1239  HISTORY     - 1980     POOR             NGS
 BY1239  HISTORY     - 1990     POOR             USPSQD
 BY1239  HISTORY     - 20040610 GOOD             USPSQD
 BY1239
 BY1239                          STATION DESCRIPTION
 BY1239
 BY1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1239'1.7 MI NE FROM NECHES.
 BY1239'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1239'NECHES, 3 POLES SOUTHWEST OF MILEPOST 13-10 OF THE INTERNATIONAL AND
 BY1239'GREAT NORTHERN RAILROAD, 6.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 0.6
 BY1239'FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END
 BY1239'OF THE SOUTHWEST CONCRETE ABUTMENT OF THE OVERPASS OVER U.S. HIGHWAY
 BY1239'79.
 BY1239
 BY1239                          STATION RECOVERY (1980)
 BY1239
 BY1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1239'2.7 KM. (1.7 MI.) NORTHEAST ALONG FARM ROAD 2574 FROM THE POST OFFICE
 BY1239'IN NECHES, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF
 BY1239'THE MISSOURI PACIFIC RAILROAD OVERPASS, 2.0 M. (6.6 FT.) SOUTHEAST OF
 BY1239'THE SOUTHEAST RAIL.
 BY1239'THE MARK IS 0.2 M BELOW THE RAILROAD TRACKS.
 BY1239
 BY1239                          STATION RECOVERY (1990)
 BY1239
 BY1239'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY1239'MARK RECOVERED IN POOR CONDITION.
 BY1239
 BY1239                          STATION RECOVERY (2004)
 BY1239
 BY1239'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2047 ***********************************************************************
 BY2047  DESIGNATION -  R 249 RESET 1960
 BY2047  PID         -  BY2047
 BY2047  STATE/COUNTY-  TX/ANDERSON
 BY2047  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2047
 BY2047                         *CURRENT SURVEY CONTROL
 BY2047  ___________________________________________________________________
 BY2047* NAD 83(1986)-  31 41 15.     (N)    095 43 55.     (W)     SCALED    
 BY2047* NAVD 88     -        93.95   (+/-2cm)     308.2    (feet)  VERTCON   
 BY2047  ___________________________________________________________________
 BY2047  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2047
 BY2047  VERT ORDER  -  THIRD (See Below)
 BY2047
 BY2047.The horizontal coordinates were scaled from a topographic map and have
 BY2047.an estimated accuracy of +/- 6 seconds.
 BY2047
 BY2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2047.The vertical order pertains to the NGVD 29 superseded value.
 BY2047
 BY2047.The geoid height was determined by GEOID03.
 BY2047
 BY2047;                    North         East    Units  Estimated Accuracy
 BY2047;SPC TX C     - 3,233,050.    1,136,120.      MT  (+/- 180 meters Scaled)
 BY2047
 BY2047                          SUPERSEDED SURVEY CONTROL
 BY2047
 BY2047  NGVD 29 (??/??/??)   93.92   (m)          308.1    (f) RESET       3  
 BY2047
 BY2047.Superseded values are not recommended for survey control.
 BY2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2047.See file dsdata.txt to determine how the superseded data were derived.
 BY2047
 BY2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR410090(NAD 83)
 BY2047_MARKER: DB = BENCH MARK DISK
 BY2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2047_STAMPING: R 249 RESET 1960
 BY2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2047+STABILITY: SURFACE MOTION
 BY2047
 BY2047  HISTORY     - Date     Condition        Report By
 BY2047  HISTORY     - 1960     MONUMENTED       CGS
 BY2047  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2047  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2047
 BY2047                          STATION DESCRIPTION
 BY2047
 BY2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2047'7.9 MI SW FROM PALESTINE.
 BY2047'ABOUT 7.9 MILES SOUTHWEST OF PALESTINE ALONG THE NORTHWEST SIDE OF
 BY2047'U.S. HIGHWAY NOS. 79 AND 84, AT A RAILROAD SPUR, ABOUT 0.5 MILE
 BY2047'NORTHEAST OF TUCKER, 1 FOOT NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 BY2047'FENCE OF THE RAILROAD SPUR LINE, 40 FEET SOUTHWEST OF THE SOUTHWEST
 BY2047'RAIL, 6 FEET NORTH OF A FENCE CORNER AND THE HIGHWAY RIGHT-OF-WAY
 BY2047'FENCE LINE.  A STANDARD DISK STAMPED R 249 RESET 1960 IN A CONCRETE
 BY2047'POST PROJECTING ABOUT 2 INCHES, 2 FEET WEST OF A 4 X 4 POST.
 BY2047
 BY2047                          STATION RECOVERY (1977)
 BY2047
 BY2047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2047'MARK NOT FOUND.
 BY2047
 BY2047                          STATION RECOVERY (1980)
 BY2047
 BY2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0070 ***********************************************************************
 CB0070  DESIGNATION -  R 25
 CB0070  PID         -  CB0070
 CB0070  STATE/COUNTY-  TX/CONCHO
 CB0070  USGS QUAD   -  LOWAKE (1984)
 CB0070
 CB0070                         *CURRENT SURVEY CONTROL
 CB0070  ___________________________________________________________________
 CB0070* NAD 83(1986)-  31 32 24.     (N)    100 00 49.     (W)     SCALED    
 CB0070* NAVD 88     -       513.048  (meters)    1683.22   (feet)  ADJUSTED  
 CB0070  ___________________________________________________________________
 CB0070  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 CB0070  DYNAMIC HT  -         512.358 (meters)    1680.96  (feet)  COMP
 CB0070  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 CB0070
 CB0070  VERT ORDER  -  SECOND    CLASS 0
 CB0070
 CB0070.The horizontal coordinates were scaled from a topographic map and have
 CB0070.an estimated accuracy of +/- 6 seconds.
 CB0070
 CB0070.The orthometric height was determined by differential leveling
 CB0070.and adjusted by the National Geodetic Survey in June 1991..
 CB0070
 CB0070.The geoid height was determined by GEOID03.
 CB0070
 CB0070.The dynamic height is computed by dividing the NAVD 88
 CB0070.geopotential number by the normal gravity value computed on the
 CB0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0070.degrees latitude (g = 980.6199 gals.).
 CB0070
 CB0070.The modeled gravity was interpolated from observed gravity values.
 CB0070
 CB0070;                    North         East    Units  Estimated Accuracy
 CB0070;SPC TX C     - 3,207,720.      730,360.      MT  (+/- 180 meters Scaled)
 CB0070
 CB0070                          SUPERSEDED SURVEY CONTROL
 CB0070
 CB0070  NGVD 29 (??/??/92)  512.933  (m)         1682.85   (f) ADJ UNCH    2 0
 CB0070
 CB0070.Superseded values are not recommended for survey control.
 CB0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0070.See file dsdata.txt to determine how the superseded data were derived.
 CB0070
 CB0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV037898(NAD 83)
 CB0070_MARKER: DD = SURVEY DISK
 CB0070_SETTING: 66 = SET IN ROCK OUTCROP
 CB0070_SP_SET: SANDSTONE OUTCROP
 CB0070_STAMPING: R 25 TEX 1923
 CB0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0070+STABILITY: POSITION/ELEVATION WELL
 CB0070
 CB0070  HISTORY     - Date     Condition        Report By
 CB0070  HISTORY     - 1923     MONUMENTED       USGS
 CB0070  HISTORY     - 1940     GOOD             NGS
 CB0070
 CB0070                          STATION DESCRIPTION
 CB0070
 CB0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CB0070'4.3 MI SE FROM LOWAKE.
 CB0070'4.3 MILES SOUTHEAST ALONG THE ABANDONED GULF, COLORADO AND SANTA FE
 CB0070'RAILWAY FROM THE POST OFFCIE AT LOWAKE, ABOUT 875 YARDS EAST OF A
 CB0070'WHITE FRAME FARMHOUSE, 17 YARDS NORTH OF THE CENTERLINE OF THE OLD
 CB0070'RAILROAD ROADBED, AT A 12-FOOT WESTERLY OFFSET FROM THE LOCATION OF AN
 CB0070'ABANDONED RAILROAD CULVERT, 1.5 FEET SOUTH OF A WIRE FENCE, IN THE TOP
 CB0070'OF A SANDSTONE OUTCROP, AND ABOUT 3 FEET LOWER THAN THE OLD ROADBED. A
 CB0070'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED R 25 TEX 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0062 ***********************************************************************
 BY0062  DESIGNATION -  R 250
 BY0062  PID         -  BY0062
 BY0062  STATE/COUNTY-  TX/SHELBY
 BY0062  USGS QUAD   -  TENAHA EAST (1984)
 BY0062
 BY0062                         *CURRENT SURVEY CONTROL
 BY0062  ___________________________________________________________________
 BY0062* NAD 83(1986)-  31 57 32.     (N)    094 11 39.     (W)     SCALED    
 BY0062* NAVD 88     -        95.104  (meters)     312.02   (feet)  ADJUSTED  
 BY0062  ___________________________________________________________________
 BY0062  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BY0062  DYNAMIC HT  -          94.993 (meters)     311.66  (feet)  COMP
 BY0062  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 BY0062
 BY0062  VERT ORDER  -  FIRST     CLASS II
 BY0062
 BY0062.The horizontal coordinates were scaled from a topographic map and have
 BY0062.an estimated accuracy of +/- 6 seconds.
 BY0062
 BY0062.The orthometric height was determined by differential leveling
 BY0062.and adjusted by the National Geodetic Survey in June 1991..
 BY0062
 BY0062.The geoid height was determined by GEOID03.
 BY0062
 BY0062.The dynamic height is computed by dividing the NAVD 88
 BY0062.geopotential number by the normal gravity value computed on the
 BY0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0062.degrees latitude (g = 980.6199 gals.).
 BY0062
 BY0062.The modeled gravity was interpolated from observed gravity values.
 BY0062
 BY0062;                    North         East    Units  Estimated Accuracy
 BY0062;SPC TX C     - 3,270,130.    1,280,090.      MT  (+/- 180 meters Scaled)
 BY0062
 BY0062                          SUPERSEDED SURVEY CONTROL
 BY0062
 BY0062  NGVD 29 (??/??/92)   95.146  (m)          312.16   (f) ADJ UNCH    1 2
 BY0062
 BY0062.Superseded values are not recommended for survey control.
 BY0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0062.See file dsdata.txt to determine how the superseded data were derived.
 BY0062
 BY0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR871365(NAD 83)
 BY0062_MARKER: DB = BENCH MARK DISK
 BY0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0062_STAMPING: R 250 1952
 BY0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0062+STABILITY: SURFACE MOTION
 BY0062
 BY0062  HISTORY     - Date     Condition        Report By
 BY0062  HISTORY     - 1952     MONUMENTED       CGS
 BY0062  HISTORY     - 1958     GOOD             NGS
 BY0062  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0062  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0062
 BY0062                          STATION DESCRIPTION
 BY0062
 BY0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0062'2.85 MI NE FROM TENAHA.
 BY0062'1.85 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0062'STATION AT TENAHA, THENCE 1.0 MILE EAST ALONG U.S. HIGHWAY 84, 44.6
 BY0062'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTHEAST OF
 BY0062'THE NORTHEAST CORNER OF A 4 FOOT CONCRETE HEADWALL, 32 FEET NORTHEAST
 BY0062'OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 15 FEET SOUTHWEST
 BY0062'OF AN 18 INCH OAK TREE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 BY0062'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0062
 BY0062                          STATION RECOVERY (1958)
 BY0062
 BY0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BY0062'RECOVERED IN GOOD CONDITION.
 BY0062
 BY0062                          STATION RECOVERY (1979)
 BY0062
 BY0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0062'MARK NOT FOUND.
 BY0062
 BY0062                          STATION RECOVERY (1979)
 BY0062
 BY0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0062'PROBABLY DESTROYED BY HIGHWAY IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1063 ***********************************************************************
 BY1063  DESIGNATION -  R 251
 BY1063  PID         -  BY1063
 BY1063  STATE/COUNTY-  TX/CHEROKEE
 BY1063  USGS QUAD   -  REKLAW (1973)
 BY1063
 BY1063                         *CURRENT SURVEY CONTROL
 BY1063  ___________________________________________________________________
 BY1063* NAD 83(1986)-  31 50 41.     (N)    094 58 13.     (W)     SCALED    
 BY1063* NAVD 88     -        93.453  (meters)     306.60   (feet)  ADJUSTED  
 BY1063  ___________________________________________________________________
 BY1063  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY1063  DYNAMIC HT  -          93.341 (meters)     306.24  (feet)  COMP
 BY1063  MODELED GRAV-     979,441.1   (mgal)                       NAVD 88
 BY1063
 BY1063  VERT ORDER  -  FIRST     CLASS II
 BY1063
 BY1063.The horizontal coordinates were scaled from a topographic map and have
 BY1063.an estimated accuracy of +/- 6 seconds.
 BY1063
 BY1063.The orthometric height was determined by differential leveling
 BY1063.and adjusted by the National Geodetic Survey in June 1991..
 BY1063.WARNING-Repeat measurements at this control monument indicate possible
 BY1063.vertical movement.
 BY1063
 BY1063.The geoid height was determined by GEOID03.
 BY1063
 BY1063.The dynamic height is computed by dividing the NAVD 88
 BY1063.geopotential number by the normal gravity value computed on the
 BY1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1063.degrees latitude (g = 980.6199 gals.).
 BY1063
 BY1063.The modeled gravity was interpolated from observed gravity values.
 BY1063
 BY1063;                    North         East    Units  Estimated Accuracy
 BY1063;SPC TX C     - 3,253,690.    1,207,420.      MT  (+/- 180 meters Scaled)
 BY1063
 BY1063                          SUPERSEDED SURVEY CONTROL
 BY1063
 BY1063  NGVD 29 (??/??/92)   93.473  (m)          306.67   (f) ADJ UNCH    1 2
 BY1063
 BY1063.Superseded values are not recommended for survey control.
 BY1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1063.See file dsdata.txt to determine how the superseded data were derived.
 BY1063
 BY1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR135249(NAD 83)
 BY1063_MARKER: DB = BENCH MARK DISK
 BY1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1063_STAMPING: R 251 1952
 BY1063_PROJECTION: FLUSH
 BY1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1063+STABILITY: SURFACE MOTION
 BY1063
 BY1063  HISTORY     - Date     Condition        Report By
 BY1063  HISTORY     - 1952     MONUMENTED       CGS
 BY1063  HISTORY     - 1979     GOOD             NGS
 BY1063  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 BY1063  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1063
 BY1063                          STATION DESCRIPTION
 BY1063
 BY1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1063'1.8 MI SE FROM REKLAW.
 BY1063'1.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1063'STATION AT REKLAW, 2 1/2 POLES SOUTHEAST OF MILEPOST 181, 27 FEET
 BY1063'SOUTH OF THE SOUTH CORNER OF A HOUSE, 48 FEET NORTHEAST OF THE
 BY1063'NORTHEAST RAIL, 2 FEET SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST OF A
 BY1063'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BY1063'FOOT ABOVE THE GROUND.
 BY1063
 BY1063                          STATION RECOVERY (1979)
 BY1063
 BY1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1063'1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF U.S.
 BY1063'HIGHWAY 84 IN REKLAW, AT THE R.I. MARTIN RESIDENCE, 400 FT. SOUTHWEST
 BY1063'OF THE CENTERLINE OF THE HIGHWAY, 167 FT. SOUTHWEST OF THE SOUTH
 BY1063'CORNER OF A BRICK HOUSE, 128.5 FT. WEST-NORTHWEST OF THE NORTH CORNER
 BY1063'OF A RED BARN, 45.0 FT. NORTHEAST OF THE NORTHEAST RAIL OF THE
 BY1063'SOUTHERN PACIFIC RAILROAD.
 BY1063
 BY1063                          STATION RECOVERY (1991)
 BY1063
 BY1063'RECOVERY NOTE BY US POWER SQUADRON 1991 (BA)
 BY1063'MARK NOT FOUND.
 BY1063
 BY1063                          STATION RECOVERY (1996)
 BY1063
 BY1063'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1311 ***********************************************************************
 BY1311  DESIGNATION -  R 252
 BY1311  PID         -  BY1311
 BY1311  STATE/COUNTY-  TX/CHEROKEE
 BY1311  USGS QUAD   -  RUSK (1973)
 BY1311
 BY1311                         *CURRENT SURVEY CONTROL
 BY1311  ___________________________________________________________________
 BY1311* NAD 83(1986)-  31 48 56.     (N)    095 08 47.     (W)     SCALED    
 BY1311* NAVD 88     -       175.69   (+/-2cm)     576.4    (feet)  VERTCON   
 BY1311  ___________________________________________________________________
 BY1311  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY1311
 BY1311  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1311
 BY1311.The horizontal coordinates were scaled from a topographic map and have
 BY1311.an estimated accuracy of +/- 6 seconds.
 BY1311
 BY1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1311.The vertical order pertains to the NGVD 29 superseded value.
 BY1311
 BY1311.The geoid height was determined by GEOID03.
 BY1311
 BY1311;                    North         East    Units  Estimated Accuracy
 BY1311;SPC TX C     - 3,249,670.    1,190,920.      MT  (+/- 180 meters Scaled)
 BY1311
 BY1311                          SUPERSEDED SURVEY CONTROL
 BY1311
 BY1311  NGVD 29 (??/??/92)  175.702  (m)          576.45   (f) ADJ UNCH    1 2
 BY1311
 BY1311.Superseded values are not recommended for survey control.
 BY1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1311.See file dsdata.txt to determine how the superseded data were derived.
 BY1311
 BY1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR968219(NAD 83)
 BY1311_MARKER: DB = BENCH MARK DISK
 BY1311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1311_SP_SET: CULVERT
 BY1311_STAMPING: R 252 1952
 BY1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1311+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY1311
 BY1311  HISTORY     - Date     Condition        Report By
 BY1311  HISTORY     - 1952     MONUMENTED       CGS
 BY1311  HISTORY     - 19910420 GOOD             USPSQD
 BY1311  HISTORY     - 19960420 GOOD             USPSQD
 BY1311  HISTORY     - 20050710 GOOD             USPSQD
 BY1311
 BY1311                          STATION DESCRIPTION
 BY1311
 BY1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1311'1.65 MI N FROM RUSK.
 BY1311'0.75 MILE NORTH ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 110 FROM THE
 BY1311'COURTHOUSE AT RUSK, THENCE 0.9 MILE NORTH ALONG FARM ROAD 854, 15 FEET
 BY1311'NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE
 BY1311'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
 BY1311
 BY1311                          STATION RECOVERY (1991)
 BY1311
 BY1311'RECOVERY NOTE BY US POWER SQUADRON 1991 (BA)
 BY1311'RECOVERED IN GOOD CONDITION.
 BY1311
 BY1311                          STATION RECOVERY (1996)
 BY1311
 BY1311'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1311'RECOVERED IN GOOD CONDITION.
 BY1311
 BY1311                          STATION RECOVERY (2005)
 BY1311
 BY1311'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0477 ***********************************************************************
 GK0477  DESIGNATION -  R 254
 GK0477  PID         -  GK0477
 GK0477  STATE/COUNTY-  TX/HANSFORD
 GK0477  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0477
 GK0477                         *CURRENT SURVEY CONTROL
 GK0477  ___________________________________________________________________
 GK0477* NAD 83(1986)-  36 18 39.     (N)    101 32 58.     (W)     SCALED    
 GK0477* NAVD 88     -      1003.854  (meters)    3293.48   (feet)  ADJUSTED  
 GK0477  ___________________________________________________________________
 GK0477  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 GK0477  DYNAMIC HT  -        1002.763 (meters)    3289.90  (feet)  COMP
 GK0477  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 GK0477
 GK0477  VERT ORDER  -  SECOND    CLASS 0
 GK0477
 GK0477.The horizontal coordinates were scaled from a topographic map and have
 GK0477.an estimated accuracy of +/- 6 seconds.
 GK0477
 GK0477.The orthometric height was determined by differential leveling
 GK0477.and adjusted by the National Geodetic Survey in June 1991..
 GK0477
 GK0477.The geoid height was determined by GEOID03.
 GK0477
 GK0477.The dynamic height is computed by dividing the NAVD 88
 GK0477.geopotential number by the normal gravity value computed on the
 GK0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0477.degrees latitude (g = 980.6199 gals.).
 GK0477
 GK0477.The modeled gravity was interpolated from observed gravity values.
 GK0477
 GK0477;                    North         East    Units  Estimated Accuracy
 GK0477;SPC TX N     - 1,256,370.      195,560.      MT  (+/- 180 meters Scaled)
 GK0477
 GK0477                          SUPERSEDED SURVEY CONTROL
 GK0477
 GK0477  NGVD 29 (??/??/92) 1003.396  (m)         3291.97   (f) ADJ UNCH    2 0
 GK0477
 GK0477.Superseded values are not recommended for survey control.
 GK0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0477.See file dsdata.txt to determine how the superseded data were derived.
 GK0477
 GK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF711214(NAD 83)
 GK0477_MARKER: DB = BENCH MARK DISK
 GK0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0477_STAMPING: R 254 1934
 GK0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0477+STABILITY: SURFACE MOTION
 GK0477
 GK0477  HISTORY     - Date     Condition        Report By
 GK0477  HISTORY     - 1934     MONUMENTED       CGS
 GK0477  HISTORY     - 1952     GOOD             NGS
 GK0477  HISTORY     - 1974     MARK NOT FOUND   USGS
 GK0477
 GK0477                          STATION DESCRIPTION
 GK0477
 GK0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0477'11.15 MI NW FROM GRUVER.
 GK0477'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0477'THENCE 6.0 MILES WEST ALONG FARM ROAD 289, THENCE 1.0 MILE NORTH ALONG
 GK0477'FARM ROAD 1262, THENCE 2.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 GK0477'1.8 MILES NORTH ALONG A GRADED DIRT ROAD, 0.35 MILE NORTH OF THE
 GK0477'LAKESIDE SCHOOLHOUSE WHICH IS NOW ABANDONED, 42 FEET EAST OF THE
 GK0477'CENTER LINE OF THE ROAD, 4.5 FEET WEST OF A FENCE, 88 FEET SOUTHEAST
 GK0477'OF A POWER POLE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GK0477'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GK0477
 GK0477                          STATION RECOVERY (1974)
 GK0477
 GK0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GK0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0120 ***********************************************************************
 GK0120  DESIGNATION -  R 255
 GK0120  PID         -  GK0120
 GK0120  STATE/COUNTY-  TX/OCHILTREE
 GK0120  USGS QUAD   -  HUNTOON (1973)
 GK0120
 GK0120                         *CURRENT SURVEY CONTROL
 GK0120  ___________________________________________________________________
 GK0120* NAD 83(1986)-  36 26 27.     (N)    100 42 45.     (W)     SCALED    
 GK0120* NAVD 88     -       886.667  (meters)    2909.01   (feet)  ADJUSTED  
 GK0120  ___________________________________________________________________
 GK0120  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 GK0120  DYNAMIC HT  -         885.746 (meters)    2905.99  (feet)  COMP
 GK0120  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 GK0120
 GK0120  VERT ORDER  -  SECOND    CLASS 0
 GK0120
 GK0120.The horizontal coordinates were scaled from a topographic map and have
 GK0120.an estimated accuracy of +/- 6 seconds.
 GK0120
 GK0120.The orthometric height was determined by differential leveling
 GK0120.and adjusted by the National Geodetic Survey in June 1991..
 GK0120
 GK0120.The geoid height was determined by GEOID03.
 GK0120
 GK0120.The dynamic height is computed by dividing the NAVD 88
 GK0120.geopotential number by the normal gravity value computed on the
 GK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0120.degrees latitude (g = 980.6199 gals.).
 GK0120
 GK0120.The modeled gravity was interpolated from observed gravity values.
 GK0120
 GK0120;                    North         East    Units  Estimated Accuracy
 GK0120;SPC TX N     - 1,271,080.      270,610.      MT  (+/- 180 meters Scaled)
 GK0120
 GK0120                          SUPERSEDED SURVEY CONTROL
 GK0120
 GK0120  NGVD 29 (??/??/92)  886.294  (m)         2907.78   (f) ADJ UNCH    2 0
 GK0120
 GK0120.Superseded values are not recommended for survey control.
 GK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0120.See file dsdata.txt to determine how the superseded data were derived.
 GK0120
 GK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF465342(NAD 83)
 GK0120_MARKER: DB = BENCH MARK DISK
 GK0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0120_SP_SET: CULVERT
 GK0120_STAMPING: R-255 1934
 GK0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0120
 GK0120  HISTORY     - Date     Condition        Report By
 GK0120  HISTORY     - 1934     MONUMENTED       CGS
 GK0120
 GK0120                          STATION DESCRIPTION
 GK0120
 GK0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0120'5.7 MI E FROM PERRYTON.
 GK0120'5.7 MILES EAST OF PERRYTON P. AND SF. RR. STATION 0.1 MILE WEST OF
 GK0120'MILEPOST 52, 65 FEET WEST OF SECTION LINE ROAD CROSSING, 9 FEET SOUTH
 GK0120'OF TRACK, SET IN SOUTH HEAD WALL OF PANHANDLE AND SANTA FE RAILROAD
 GK0120'CONCRETE CULVERT NO. 52 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0616 ***********************************************************************
 FL0616  DESIGNATION -  R 256
 FL0616  PID         -  FL0616
 FL0616  STATE/COUNTY-  TX/ROBERTS
 FL0616  USGS QUAD   -  MIAMI (1972)
 FL0616
 FL0616                         *CURRENT SURVEY CONTROL
 FL0616  ___________________________________________________________________
 FL0616* NAD 83(1986)-  35 41 56.     (N)    100 37 37.     (W)     SCALED    
 FL0616* NAVD 88     -       835.083  (meters)    2739.77   (feet)  ADJUSTED  
 FL0616  ___________________________________________________________________
 FL0616  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FL0616  DYNAMIC HT  -         834.162 (meters)    2736.75  (feet)  COMP
 FL0616  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 FL0616
 FL0616  VERT ORDER  -  SECOND    CLASS 0
 FL0616
 FL0616.The horizontal coordinates were scaled from a topographic map and have
 FL0616.an estimated accuracy of +/- 6 seconds.
 FL0616
 FL0616.The orthometric height was determined by differential leveling
 FL0616.and adjusted by the National Geodetic Survey in June 1991..
 FL0616
 FL0616.The geoid height was determined by GEOID03.
 FL0616
 FL0616.The dynamic height is computed by dividing the NAVD 88
 FL0616.geopotential number by the normal gravity value computed on the
 FL0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0616.degrees latitude (g = 980.6199 gals.).
 FL0616
 FL0616.The modeled gravity was interpolated from observed gravity values.
 FL0616
 FL0616;                    North         East    Units  Estimated Accuracy
 FL0616;SPC TX N     - 1,188,820.      279,010.      MT  (+/- 180 meters Scaled)
 FL0616
 FL0616                          SUPERSEDED SURVEY CONTROL
 FL0616
 FL0616  NGVD 29 (??/??/92)  834.697  (m)         2738.50   (f) ADJ UNCH    2 0
 FL0616
 FL0616.Superseded values are not recommended for survey control.
 FL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0616.See file dsdata.txt to determine how the superseded data were derived.
 FL0616
 FL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE528517(NAD 83)
 FL0616_MARKER: DB = BENCH MARK DISK
 FL0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0616_STAMPING: R-256 1934
 FL0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0616+STABILITY: SURFACE MOTION
 FL0616
 FL0616  HISTORY     - Date     Condition        Report By
 FL0616  HISTORY     - 1934     MONUMENTED       CGS
 FL0616
 FL0616                          STATION DESCRIPTION
 FL0616
 FL0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0616'0.8 MI NE FROM MIAMA.
 FL0616'0.8 MILES NORTHEAST OF MIAMI P. AND S.F. RR. STATION 0.1 MILE WEST OF
 FL0616'MILE POLE 476.  85 FEET SOUTH OF NEAREST RAIL OF PANHANDLE AND SANTA
 FL0616'FE RAILWAY TRACK.  20 FEET SOUTH OF FOURTH POLE WEST OF MILE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0066 ***********************************************************************
 GK0066  DESIGNATION -  R 257
 GK0066  PID         -  GK0066
 GK0066  STATE/COUNTY-  TX/LIPSCOMB
 GK0066  USGS QUAD   -  FOLLETT SE (1972)
 GK0066
 GK0066                         *CURRENT SURVEY CONTROL
 GK0066  ___________________________________________________________________
 GK0066* NAD 83(1986)-  36 22 08.     (N)    100 00 13.     (W)     SCALED    
 GK0066* NAVD 88     -       720.399  (meters)    2363.51   (feet)  ADJUSTED  
 GK0066  ___________________________________________________________________
 GK0066  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GK0066  DYNAMIC HT  -         719.674 (meters)    2361.13  (feet)  COMP
 GK0066  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 GK0066
 GK0066  VERT ORDER  -  SECOND    CLASS 0
 GK0066
 GK0066.The horizontal coordinates were scaled from a topographic map and have
 GK0066.an estimated accuracy of +/- 6 seconds.
 GK0066
 GK0066.The orthometric height was determined by differential leveling
 GK0066.and adjusted by the National Geodetic Survey in June 1991..
 GK0066
 GK0066.The geoid height was determined by GEOID03.
 GK0066
 GK0066.The dynamic height is computed by dividing the NAVD 88
 GK0066.geopotential number by the normal gravity value computed on the
 GK0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0066.degrees latitude (g = 980.6199 gals.).
 GK0066
 GK0066.The modeled gravity was interpolated from observed gravity values.
 GK0066
 GK0066;                    North         East    Units  Estimated Accuracy
 GK0066;SPC TX N     - 1,263,830.      334,290.      MT  (+/- 180 meters Scaled)
 GK0066
 GK0066                          SUPERSEDED SURVEY CONTROL
 GK0066
 GK0066  NGVD 29 (??/??/92)  720.089  (m)         2362.49   (f) ADJ UNCH    2 0
 GK0066
 GK0066.Superseded values are not recommended for survey control.
 GK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0066.See file dsdata.txt to determine how the superseded data were derived.
 GK0066
 GK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF099253(NAD 83)
 GK0066_MARKER: DB = BENCH MARK DISK
 GK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0066_STAMPING: R-257 1934
 GK0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0066+STABILITY: SURFACE MOTION
 GK0066
 GK0066  HISTORY     - Date     Condition        Report By
 GK0066  HISTORY     - 1934     MONUMENTED       CGS
 GK0066  HISTORY     - 1973     GOOD             USGS
 GK0066
 GK0066                          STATION DESCRIPTION
 GK0066
 GK0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0066'9.2 MI NW FROM SHATTUCK.
 GK0066'9.2 MILES NORTHWEST OF SHATTUCK P. AND SF. RR. STATION 72 FEET NORTH
 GK0066'OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILROAD TRACK, 65 FEET
 GK0066'NORTHWEST OF OKLAHOMA AND TEXAS BOUNDRY MARK 12 FEET WEST OF MARKER
 GK0066'DIVIDING ELLIS AND LIPSCOMB COUNTIES.
 GK0066
 GK0066                          STATION RECOVERY (1973)
 GK0066
 GK0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0546 ***********************************************************************
 BZ0546  DESIGNATION -  R 258
 BZ0546  PID         -  BZ0546
 BZ0546  STATE/COUNTY-  TX/HILL
 BZ0546  USGS QUAD   -  MALONE (1978)
 BZ0546
 BZ0546                         *CURRENT SURVEY CONTROL
 BZ0546  ___________________________________________________________________
 BZ0546* NAD 83(1986)-  31 58 05.     (N)    097 00 00.     (W)     SCALED    
 BZ0546* NAVD 88     -       196.160  (meters)     643.57   (feet)  ADJUSTED  
 BZ0546  ___________________________________________________________________
 BZ0546  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BZ0546  DYNAMIC HT  -         195.919 (meters)     642.78  (feet)  COMP
 BZ0546  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 BZ0546
 BZ0546  VERT ORDER  -  FIRST     CLASS II
 BZ0546
 BZ0546.The horizontal coordinates were scaled from a topographic map and have
 BZ0546.an estimated accuracy of +/- 6 seconds.
 BZ0546
 BZ0546.The orthometric height was determined by differential leveling
 BZ0546.and adjusted by the National Geodetic Survey in June 1991..
 BZ0546.WARNING-Repeat measurements at this control monument indicate possible
 BZ0546.vertical movement.
 BZ0546
 BZ0546.The geoid height was determined by GEOID03.
 BZ0546
 BZ0546.The dynamic height is computed by dividing the NAVD 88
 BZ0546.geopotential number by the normal gravity value computed on the
 BZ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0546.degrees latitude (g = 980.6199 gals.).
 BZ0546
 BZ0546.The modeled gravity was interpolated from observed gravity values.
 BZ0546
 BZ0546;                    North         East    Units  Estimated Accuracy
 BZ0546;SPC TXNC     - 2,034,440.      741,790.      MT  (+/- 180 meters Scaled)
 BZ0546
 BZ0546                          SUPERSEDED SURVEY CONTROL
 BZ0546
 BZ0546  NGVD 29 (??/??/92)  196.123  (m)          643.45   (f) ADJ UNCH    1 2
 BZ0546
 BZ0546.Superseded values are not recommended for survey control.
 BZ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0546.See file dsdata.txt to determine how the superseded data were derived.
 BZ0546
 BZ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA889386(NAD 83)
 BZ0546_MARKER: DB = BENCH MARK DISK
 BZ0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0546_SP_SET: BASE
 BZ0546_STAMPING: R 258 1952
 BZ0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0546
 BZ0546  HISTORY     - Date     Condition        Report By
 BZ0546  HISTORY     - 1952     MONUMENTED       CGS
 BZ0546  HISTORY     - 1980     GOOD             NGS
 BZ0546  HISTORY     - 19950408 GOOD             USPSQD
 BZ0546  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0546
 BZ0546                          STATION DESCRIPTION
 BZ0546
 BZ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0546'IN BYNUM.
 BZ0546'AT BYNUM, AT THE HIGH SCHOOL, SET IN THE TOP OF THE NORTHEAST EDGE OF
 BZ0546'THE CONCRETE BASE OF THE FLAGPOLE, 28.7 FEET NORTHEAST OF THE
 BZ0546'NORTHEAST WALL OF THE SCHOOL BUILDING, 1.3 FEET NORTHEAST OF THE
 BZ0546'FLAGPOLE, 0.8 FOOT ABOVE THE GROUND.
 BZ0546
 BZ0546                          STATION RECOVERY (1980)
 BZ0546
 BZ0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0546'RECOVERED IN GOOD CONDITION.
 BZ0546
 BZ0546                          STATION RECOVERY (1995)
 BZ0546
 BZ0546'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0546'RECOVERED IN GOOD CONDITION.
 BZ0546
 BZ0546                          STATION RECOVERY (2003)
 BZ0546
 BZ0546'RECOVERY NOTE BY US POWER SQUADRON 2003 (KW)
 BZ0546'THE ROAD HAS BEEN WIDEND, MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0552 ***********************************************************************
 GK0552  DESIGNATION -  R 259
 GK0552  PID         -  GK0552
 GK0552  STATE/COUNTY-  TX/SHERMAN
 GK0552  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0552
 GK0552                         *CURRENT SURVEY CONTROL
 GK0552  ___________________________________________________________________
 GK0552* NAD 83(1986)-  36 08 23.     (N)    101 59 25.     (W)     SCALED    
 GK0552* NAVD 88     -      1086.331  (meters)    3564.07   (feet)  ADJUSTED  
 GK0552  ___________________________________________________________________
 GK0552  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 GK0552  DYNAMIC HT  -        1085.108 (meters)    3560.06  (feet)  COMP
 GK0552  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 GK0552
 GK0552  VERT ORDER  -  SECOND    CLASS 0
 GK0552
 GK0552.The horizontal coordinates were scaled from a topographic map and have
 GK0552.an estimated accuracy of +/- 6 seconds.
 GK0552
 GK0552.The orthometric height was determined by differential leveling
 GK0552.and adjusted by the National Geodetic Survey in June 1991..
 GK0552
 GK0552.The geoid height was determined by GEOID03.
 GK0552
 GK0552.The dynamic height is computed by dividing the NAVD 88
 GK0552.geopotential number by the normal gravity value computed on the
 GK0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0552.degrees latitude (g = 980.6199 gals.).
 GK0552
 GK0552.The modeled gravity was interpolated from observed gravity values.
 GK0552
 GK0552;                    North         East    Units  Estimated Accuracy
 GK0552;SPC TX N     - 1,237,490.      155,870.      MT  (+/- 180 meters Scaled)
 GK0552
 GK0552                          SUPERSEDED SURVEY CONTROL
 GK0552
 GK0552  NGVD 29 (??/??/92) 1085.815  (m)         3562.38   (f) ADJ UNCH    2 0
 GK0552
 GK0552.Superseded values are not recommended for survey control.
 GK0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0552.See file dsdata.txt to determine how the superseded data were derived.
 GK0552
 GK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF309035(NAD 83)
 GK0552_MARKER: DB = BENCH MARK DISK
 GK0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0552_STAMPING: R 259 1952
 GK0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0552+STABILITY: SURFACE MOTION
 GK0552
 GK0552  HISTORY     - Date     Condition        Report By
 GK0552  HISTORY     - 1952     MONUMENTED       CGS
 GK0552
 GK0552                          STATION DESCRIPTION
 GK0552
 GK0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0552'9.7 MI NE FROM ETTER.
 GK0552'7.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT ETTER,
 GK0552'THENCE 1.9 MILES EAST ALONG A NEW FARM TO MARKET ROAD, 56 FEET SOUTH
 GK0552'OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A FENCE, 1.8 FEET
 GK0552'WEST OF A FENCE LEADING SOUTH, 2 FEET SOUTH OF A WITNESS POST, SET IN
 GK0552'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0665 ***********************************************************************
 CB0665  DESIGNATION -  R 26
 CB0665  PID         -  CB0665
 CB0665  STATE/COUNTY-  TX/CONCHO
 CB0665  USGS QUAD   -  LOWAKE (1984)
 CB0665
 CB0665                         *CURRENT SURVEY CONTROL
 CB0665  ___________________________________________________________________
 CB0665* NAD 83(1986)-  31 33 59.     (N)    100 04 37.     (W)     SCALED    
 CB0665* NAVD 88     -       533.343  (meters)    1749.81   (feet)  ADJUSTED  
 CB0665  ___________________________________________________________________
 CB0665  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 CB0665  DYNAMIC HT  -         532.627 (meters)    1747.46  (feet)  COMP
 CB0665  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 CB0665
 CB0665  VERT ORDER  -  SECOND    CLASS 0
 CB0665
 CB0665.The horizontal coordinates were scaled from a topographic map and have
 CB0665.an estimated accuracy of +/- 6 seconds.
 CB0665
 CB0665.The orthometric height was determined by differential leveling
 CB0665.and adjusted by the National Geodetic Survey in June 1991..
 CB0665
 CB0665.The geoid height was determined by GEOID03.
 CB0665
 CB0665.The dynamic height is computed by dividing the NAVD 88
 CB0665.geopotential number by the normal gravity value computed on the
 CB0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0665.degrees latitude (g = 980.6199 gals.).
 CB0665
 CB0665.The modeled gravity was interpolated from observed gravity values.
 CB0665
 CB0665;                    North         East    Units  Estimated Accuracy
 CB0665;SPC TX C     - 3,210,630.      724,340.      MT  (+/- 180 meters Scaled)
 CB0665
 CB0665                          SUPERSEDED SURVEY CONTROL
 CB0665
 CB0665  NGVD 29 (??/??/92)  533.224  (m)         1749.42   (f) ADJ UNCH    2 0
 CB0665
 CB0665.Superseded values are not recommended for survey control.
 CB0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0665.See file dsdata.txt to determine how the superseded data were derived.
 CB0665
 CB0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV977928(NAD 83)
 CB0665_MARKER: DD = SURVEY DISK
 CB0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0665_SP_SET: FOUNDATION
 CB0665_STAMPING: R 26 TEX 1923 STA-C-7-1924 PRIM TRAV
 CB0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0665
 CB0665  HISTORY     - Date     Condition        Report By
 CB0665  HISTORY     - 1924     MONUMENTED       USGS
 CB0665  HISTORY     - 1939     GOOD             NGS
 CB0665  HISTORY     - 1940     GOOD             NGS
 CB0665
 CB0665                          STATION DESCRIPTION
 CB0665
 CB0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CB0665'IN LOWAKE.
 CB0665'AT LOWAKE, 100 FEET SOUTHWEST OF THE CENTERLINE OF THE ABANDONED GULF,
 CB0665'COLORADO AND SANTA FE RAILWAY, AT THE POST OFFICE, IN THE NORTH FACE
 CB0665'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION, AND 1 FOOT ABOVE
 CB0665'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 CB0665'R 26 TEX 1923 STA C 7 1924 PRIM TRAV AND SET VERTICALLY.
 CB0665
 CB0665                          STATION RECOVERY (1940)
 CB0665
 CB0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0302 ***********************************************************************
 EM0302  DESIGNATION -  R 26 USGS
 EM0302  PID         -  EM0302
 EM0302  STATE/COUNTY-  TX/WILBARGER
 EM0302  USGS QUAD   -  HARROLD (1990)
 EM0302
 EM0302                         *CURRENT SURVEY CONTROL
 EM0302  ___________________________________________________________________
 EM0302* NAD 83(1986)-  34 06 29.     (N)    099 05 35.     (W)     SCALED    
 EM0302* NAVD 88     -       380.980  (meters)    1249.93   (feet)  POSTED    
 EM0302  ___________________________________________________________________
 EM0302  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 EM0302  DYNAMIC HT  -         380.550 (meters)    1248.52  (feet)  COMP
 EM0302  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 EM0302
 EM0302  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EM0302
 EM0302.The horizontal coordinates were scaled from a topographic map and have
 EM0302.an estimated accuracy of +/- 6 seconds.
 EM0302
 EM0302.The orthometric height was determined by differential leveling
 EM0302.and adjusted by the National Geodetic Survey in 1992..
 EM0302.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EM0302.rate of 2.1 thru 3.0 mm/km.
 EM0302
 EM0302.The geoid height was determined by GEOID03.
 EM0302
 EM0302.The dynamic height is computed by dividing the NAVD 88
 EM0302.geopotential number by the normal gravity value computed on the
 EM0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0302.degrees latitude (g = 980.6199 gals.).
 EM0302
 EM0302.The modeled gravity was interpolated from observed gravity values.
 EM0302
 EM0302;                    North         East    Units  Estimated Accuracy
 EM0302;SPC TXNC     - 2,270,900.      545,280.      MT  (+/- 180 meters Scaled)
 EM0302
 EM0302                          SUPERSEDED SURVEY CONTROL
 EM0302
 EM0302  NGVD 29 (??/??/92)  380.854  (m)         1249.52   (f) ADJ UNCH    1 2
 EM0302
 EM0302.Superseded values are not recommended for survey control.
 EM0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0302.See file dsdata.txt to determine how the superseded data were derived.
 EM0302
 EM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC914741(NAD 83)
 EM0302_MARKER: P = PIPE CAP
 EM0302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0302_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EM0302_STAMPING: 1249.518 R 26 TEX 1925
 EM0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0302
 EM0302  HISTORY     - Date     Condition        Report By
 EM0302  HISTORY     - 1925     MONUMENTED       USGS
 EM0302  HISTORY     - 1957     GOOD             NGS
 EM0302  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0302
 EM0302                          STATION DESCRIPTION
 EM0302
 EM0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0302'3.1 MI SE FROM OKLAUNION.
 EM0302'3.1 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0302'OKLAUNION, WILBARGER COUNTY, 1/4 MILE SOUTHEAST OF MILEPOST 152, IN
 EM0302'THE NORTHEAST CORNER OF A ROAD CROSSING, AND 40 FEET NORTH OF THE
 EM0302'CENTERLINE OF THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 EM0302'CAP,STAMPED 1249.518 R 26 TEX 1925 AND RIVETED ON THE TOP OF A 3-1.2
 EM0302'INCH IRON PIPE.
 EM0302
 EM0302                          STATION RECOVERY (1984)
 EM0302
 EM0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0396 ***********************************************************************
 DO0396  DESIGNATION -  R 261
 DO0396  PID         -  DO0396
 DO0396  STATE/COUNTY-  TX/BAYLOR
 DO0396  USGS QUAD   -  SOUTHEAST LAKE KEMP (1966)
 DO0396
 DO0396                         *CURRENT SURVEY CONTROL
 DO0396  ___________________________________________________________________
 DO0396* NAD 83(1986)-  33 40 13.     (N)    099 08 20.     (W)     SCALED    
 DO0396* NAVD 88     -       392.574  (meters)    1287.97   (feet)  ADJUSTED  
 DO0396  ___________________________________________________________________
 DO0396  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DO0396  DYNAMIC HT  -         392.126 (meters)    1286.50  (feet)  COMP
 DO0396  MODELED GRAV-     979,483.8   (mgal)                       NAVD 88
 DO0396
 DO0396  VERT ORDER  -  SECOND    CLASS 0
 DO0396
 DO0396.The horizontal coordinates were scaled from a topographic map and have
 DO0396.an estimated accuracy of +/- 6 seconds.
 DO0396
 DO0396.The orthometric height was determined by differential leveling
 DO0396.and adjusted by the National Geodetic Survey in June 1991..
 DO0396
 DO0396.The geoid height was determined by GEOID03.
 DO0396
 DO0396.The dynamic height is computed by dividing the NAVD 88
 DO0396.geopotential number by the normal gravity value computed on the
 DO0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0396.degrees latitude (g = 980.6199 gals.).
 DO0396
 DO0396.The modeled gravity was interpolated from observed gravity values.
 DO0396
 DO0396;                    North         East    Units  Estimated Accuracy
 DO0396;SPC TXNC     - 2,222,370.      540,750.      MT  (+/- 180 meters Scaled)
 DO0396
 DO0396                          SUPERSEDED SURVEY CONTROL
 DO0396
 DO0396  NGVD 29 (??/??/92)  392.45   (m)         1287.6    (f) COMPUTED    2 0
 DO0396
 DO0396.Superseded values are not recommended for survey control.
 DO0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0396.See file dsdata.txt to determine how the superseded data were derived.
 DO0396
 DO0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC871256(NAD 83)
 DO0396_MARKER: DB = BENCH MARK DISK
 DO0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0396_STAMPING: R 261 1934
 DO0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0396+STABILITY: SURFACE MOTION
 DO0396
 DO0396  HISTORY     - Date     Condition        Report By
 DO0396  HISTORY     - 1934     MONUMENTED       CGS
 DO0396
 DO0396                          STATION DESCRIPTION
 DO0396
 DO0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0396'IN MABELLE.
 DO0396'AT JUNCTION OF US HIGHWAYS 283 AND 277.  IN N CORNER OF AN IRON FENCED
 DO0396'TRIANGULAR FLOWER BED.  19 YARDS N OF CENTER OF HIGHWAY 277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0397 ***********************************************************************
 DO0397  CBN         -  This is a Cooperative Base Network Control Station.
 DO0397  DESIGNATION -  R 261 RESET
 DO0397  PID         -  DO0397
 DO0397  STATE/COUNTY-  TX/BAYLOR
 DO0397  USGS QUAD   -  SOUTHEAST LAKE KEMP (1966)
 DO0397
 DO0397                         *CURRENT SURVEY CONTROL
 DO0397  ___________________________________________________________________
 DO0397* NAD 83(1993)-  33 40 13.36632(N)    099 08 20.96526(W)     ADJUSTED  
 DO0397* NAVD 88     -       393.01   (meters)    1289.4    (feet)  RESET     
 DO0397  ___________________________________________________________________
 DO0397  X           -    -844,024.932 (meters)                     COMP
 DO0397  Y           -  -5,246,461.674 (meters)                     COMP
 DO0397  Z           -   3,516,279.357 (meters)                     COMP
 DO0397  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DO0397  ELLIP HEIGHT-         364.59  (meters)          (10/24/00) GPS OBS
 DO0397  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DO0397
 DO0397  HORZ ORDER  -  B
 DO0397  VERT ORDER  -  THIRD
 DO0397  ELLP ORDER  -  FOURTH    CLASS II
 DO0397
 DO0397.The horizontal coordinates were established by GPS observations
 DO0397.and adjusted by the National Geodetic Survey in May 1994..
 DO0397
 DO0397.The orthometric height was computed from unverified reset data.
 DO0397.WARNING-GPS observations at this control monument resulted in a GPS
 DO0397.derived orthometric height which differed from the leveled height by
 DO0397.more than one decimeter (0.1 meter).
 DO0397
 DO0397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0397
 DO0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0397
 DO0397.The ellipsoidal height was determined by GPS observations
 DO0397.and is referenced to NAD 83.
 DO0397
 DO0397.The geoid height was determined by GEOID03.
 DO0397
 DO0397;                    North         East     Units Scale Factor Converg.
 DO0397;SPC TXNC     - 2,222,377.155   540,728.987   MT  0.99993080   -0 20 54.9
 DO0397;SPC TXNC     - 7,291,249.05  1,774,041.68   sFT  0.99993080   -0 20 54.9
 DO0397;UTM  14      - 3,725,617.978   487,099.723   MT  0.99960205   -0 04 37.7
 DO0397
 DO0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0397!SPC TXNC     -   0.99994277  x   0.99993080  =   0.99987357
 DO0397!UTM  14      -   0.99994277  x   0.99960205  =   0.99954484
 DO0397
 DO0397                          SUPERSEDED SURVEY CONTROL
 DO0397
 DO0397  ELLIP H (05/09/94)  364.66   (m)                       GP(       ) 4 2
 DO0397  NAD 83(1986)-  33 40 13.37532(N)    099 08 20.95757(W) AD(       ) 3
 DO0397  NAVD 88 (02/20/96)  392.89   (m)         1289.0    (f) LEVELING    3  
 DO0397  NGVD 29 (10/18/91)  392.74   (m)         1288.5    (f) LEVELING    3  
 DO0397
 DO0397.Superseded values are not recommended for survey control.
 DO0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0397.See file dsdata.txt to determine how the superseded data were derived.
 DO0397
 DO0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8710025618(NAD 83)
 DO0397_MARKER: DB = BENCH MARK DISK
 DO0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0397_SP_SET: SQUARE CONCRETE MONUMENT
 DO0397_STAMPING: R 261 RESET 1953
 DO0397_MARK LOGO: CGS   
 DO0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0397+STABILITY: SURFACE MOTION
 DO0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0397+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1993
 DO0397
 DO0397  HISTORY     - Date     Condition        Report By
 DO0397  HISTORY     - 1953     MONUMENTED       TXHD
 DO0397  HISTORY     - 1957     GOOD             NGS
 DO0397  HISTORY     - 19910312 GOOD             NGS
 DO0397  HISTORY     - 19930308 GOOD             NGS
 DO0397
 DO0397                          STATION DESCRIPTION
 DO0397
 DO0397'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 DO0397'IN MABELLE.
 DO0397'AT MABELLE, BAYLOR COUNTY, AT THE JUNCTION OF U.S. HIGHWAYS 283 AND
 DO0397'277 AND FARM-TO-MARKET HIGHWAY 1790, APPROXIMATELY 50 FEET EAST OF THE
 DO0397'CENTER LINE OF U.S. 283, AND 100 FEET NORTH OF THE CENTER LINE OF U.S.
 DO0397'277.  A STANDARD DISK, STAMPED R 261 RESET 1953 AND SET IN THE TOP OF
 DO0397'A CONCRETE POST.
 DO0397
 DO0397                          STATION RECOVERY (1957)
 DO0397
 DO0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0397'RECOVERED IN GOOD CONDITION.
 DO0397
 DO0397                          STATION RECOVERY (1991)
 DO0397
 DO0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DO0397'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF SEYMOUR, IN THE
 DO0397'NORTHEAST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAYS 283, 183, AND
 DO0397'82, 277, AT MABELLE. OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 DO0397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183, 283, 277
 DO0397'AND 82 AND RANCH ROAD 1919, LOCATED ABOUT 0.5 MI (0.8 KM) NORTHEAST
 DO0397'OF SEYMOUR, GO NORTHEAST ALONG U.S. HIGHWAY 183, 283, 277 AND 82 FOR
 DO0397'8.3 MI (13.4 KM) TO THE JUNCTION OF U.S. HIGHWAYS 283, 183 NORTH AND
 DO0397'FARM ROAD 1790 LEADING SOUTH AND THE STATION ON THE LEFT IN THE
 DO0397'NORTHEAST QUADRANT OF THE INTERSECTION.
 DO0397'STATION IS 5.0 FT (1.5 M) SOUTH-SOUTHWEST OF A FENCE CORNER POST, 6.0
 DO0397'FT (1.8 M) NORTHWEST OF A 4X4-INCH WOODEN R-O-W POST, 18.0 FT
 DO0397'(5.5 M) NORTHWEST OF A SUPPORT POLE, 100.0 FT (30.5 M) NORTH OF THE
 DO0397'CENTER OF U.S. HIGHWAY 82 AND 277, 50.0 FT (15.2 M) EAST OF THE
 DO0397'CENTER OF U.S. HIGHWAY 283 AND 183, 12.0 FT (3.7 M) NORTH-NORTHWEST
 DO0397'OF A BURIED OPTICAL CABLE WARNING SIGN POST, 4.0 FT (1.2 M) WEST OF A
 DO0397'FENCELINE AND FIBERGLASS WITNESS POST, AND ABOUT FLUSH WITH THE
 DO0397'GROUND SURFACE.
 DO0397
 DO0397                          STATION RECOVERY (1993)
 DO0397
 DO0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DO0397'STATION IS LOCATED ABOUT 14 KM (8.70 MI) NORTHEAST OF SEYMOUR, 18 KM
 DO0397'(11.20 MI) SOUTH OF THE BAYLOR-WILBARGER COUNTY LINE, IN THE
 DO0397'NORTHEAST ANGLE OF THE JUNCTION OF US HIGHWAYS 82, 183, 277, 283 AND
 DO0397'FARM ROAD 1790, ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--TEXAS DEPARTMENT
 DO0397'OF TRANSPORTATION.
 DO0397'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 DO0397'WITH THE GROUND.  IT IS 19.7 M (64.6 FT) EAST OF THE CENTER OF
 DO0397'HIGHWAYS 183 AND 283, 45.0 M (147.6 FT) NORTH OF THE CENTER OF
 DO0397'HIGHWAYS 82 AND 177, 1.6 M (5.2 FT) SOUTH OF A PIPE FENCE CORNER, 1.0
 DO0397'M (3.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST, AND 18.3 M
 DO0397'(60.0 FT) NORTH OF THE NORTHWEST END OF A SMALL CONCRETE CULVERT
 DO0397'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0307 ***********************************************************************
 DN0307  DESIGNATION -  R 263
 DN0307  PID         -  DN0307
 DN0307  STATE/COUNTY-  TX/GRAYSON
 DN0307  USGS QUAD   -  GUNTER (1974)
 DN0307
 DN0307                         *CURRENT SURVEY CONTROL
 DN0307  ___________________________________________________________________
 DN0307* NAD 83(1986)-  33 28 59.     (N)    096 44 21.     (W)     SCALED    
 DN0307* NAVD 88     -       225.564  (meters)     740.04   (feet)  ADJUSTED  
 DN0307  ___________________________________________________________________
 DN0307  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 DN0307  DYNAMIC HT  -         225.327 (meters)     739.26  (feet)  COMP
 DN0307  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 DN0307
 DN0307  VERT ORDER  -  SECOND    CLASS 0
 DN0307
 DN0307.The horizontal coordinates were scaled from a topographic map and have
 DN0307.an estimated accuracy of +/- 6 seconds.
 DN0307
 DN0307.The orthometric height was determined by differential leveling
 DN0307.and adjusted by the National Geodetic Survey in June 1991..
 DN0307.WARNING-Repeat measurements at this control monument indicate possible
 DN0307.vertical movement.
 DN0307
 DN0307.The geoid height was determined by GEOID03.
 DN0307
 DN0307.The dynamic height is computed by dividing the NAVD 88
 DN0307.geopotential number by the normal gravity value computed on the
 DN0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0307.degrees latitude (g = 980.6199 gals.).
 DN0307
 DN0307.The modeled gravity was interpolated from observed gravity values.
 DN0307
 DN0307;                    North         East    Units  Estimated Accuracy
 DN0307;SPC TXNC     - 2,202,790.      763,630.      MT  (+/- 180 meters Scaled)
 DN0307
 DN0307                          SUPERSEDED SURVEY CONTROL
 DN0307
 DN0307  NGVD 29 (??/??/92)  225.564  (m)          740.04   (f) ADJ UNCH    2 0
 DN0307
 DN0307.Superseded values are not recommended for survey control.
 DN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0307.See file dsdata.txt to determine how the superseded data were derived.
 DN0307
 DN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC100071(NAD 83)
 DN0307_MARKER: DB = BENCH MARK DISK
 DN0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0307_STAMPING: R 263 1934
 DN0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0307+STABILITY: SURFACE MOTION
 DN0307
 DN0307  HISTORY     - Date     Condition        Report By
 DN0307  HISTORY     - 1934     MONUMENTED       CGS
 DN0307  HISTORY     - 1952     GOOD             NGS
 DN0307  HISTORY     - 19990213 GOOD             USPSQD
 DN0307
 DN0307                          STATION DESCRIPTION
 DN0307
 DN0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0307'2.3 MI N FROM GUNTER.
 DN0307'2.3 MILES NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0307'FROM THE STATION AT GUNTER, 142 FEET SOUTH OF MILEPOST 662-10, 1 1/2
 DN0307'POLES NORTH OF RAILROAD TRESTLE 662-4, 43 FEET WEST OF THE WEST RAIL,
 DN0307'3 FEET EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 DN0307'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 DN0307
 DN0307                          STATION RECOVERY (1999)
 DN0307
 DN0307'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0387 ***********************************************************************
 DN0387  DESIGNATION -  R 264
 DN0387  PID         -  DN0387
 DN0387  STATE/COUNTY-  TX/COLLIN
 DN0387  USGS QUAD   -  MC KINNEY EAST (1973)
 DN0387
 DN0387                         *CURRENT SURVEY CONTROL
 DN0387  ___________________________________________________________________
 DN0387* NAD 83(1986)-  33 11 56.     (N)    096 36 52.     (W)     SCALED    
 DN0387* NAVD 88     -       186.737  (meters)     612.65   (feet)  ADJUSTED  
 DN0387  ___________________________________________________________________
 DN0387  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DN0387  DYNAMIC HT  -         186.535 (meters)     611.99  (feet)  COMP
 DN0387  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 DN0387
 DN0387  VERT ORDER  -  SECOND    CLASS 0
 DN0387
 DN0387.The horizontal coordinates were scaled from a topographic map and have
 DN0387.an estimated accuracy of +/- 6 seconds.
 DN0387
 DN0387.The orthometric height was determined by differential leveling
 DN0387.and adjusted by the National Geodetic Survey in June 1991..
 DN0387
 DN0387.The geoid height was determined by GEOID03.
 DN0387
 DN0387.The dynamic height is computed by dividing the NAVD 88
 DN0387.geopotential number by the normal gravity value computed on the
 DN0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0387.degrees latitude (g = 980.6199 gals.).
 DN0387
 DN0387.The modeled gravity was interpolated from observed gravity values.
 DN0387
 DN0387;                    North         East    Units  Estimated Accuracy
 DN0387;SPC TXNC     - 2,171,490.      775,780.      MT  (+/- 180 meters Scaled)
 DN0387
 DN0387                          SUPERSEDED SURVEY CONTROL
 DN0387
 DN0387  NGVD 29 (??/??/92)  186.752  (m)          612.70   (f) ADJ UNCH    2 0
 DN0387
 DN0387.Superseded values are not recommended for survey control.
 DN0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0387.See file dsdata.txt to determine how the superseded data were derived.
 DN0387
 DN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB223758(NAD 83)
 DN0387_MARKER: DB = BENCH MARK DISK
 DN0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0387_SP_SET: BUILDING
 DN0387_STAMPING: R 264 1934
 DN0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0387
 DN0387  HISTORY     - Date     Condition        Report By
 DN0387  HISTORY     - 1934     MONUMENTED       CGS
 DN0387  HISTORY     - 1954     GOOD             NGS
 DN0387  HISTORY     - 19910707 GOOD             USPSQD
 DN0387  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0387
 DN0387                          STATION DESCRIPTION
 DN0387
 DN0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0387'IN MCKINNEY.
 DN0387'AT MCKINNEY, AT THE POST OFFICE, IN THE CONCRETE WING WALL AT THE
 DN0387'NORTH ENTRANCE, 12 FEET NORTH OF THE MAIN WALL OF THE BUILDING, AND
 DN0387'WEST OF A STEP.
 DN0387
 DN0387                          STATION RECOVERY (1991)
 DN0387
 DN0387'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0387'RECOVERED IN GOOD CONDITION.
 DN0387
 DN0387                          STATION RECOVERY (2005)
 DN0387
 DN0387'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1155 ***********************************************************************
 CS1155  DESIGNATION -  R 265
 CS1155  PID         -  CS1155
 CS1155  STATE/COUNTY-  TX/DALLAS
 CS1155  USGS QUAD   -  LANCASTER (1981)
 CS1155
 CS1155                         *CURRENT SURVEY CONTROL
 CS1155  ___________________________________________________________________
 CS1155* NAD 83(1986)-  32 33 12.     (N)    096 46 42.     (W)     SCALED    
 CS1155* NAVD 88     -       174.575  (meters)     572.75   (feet)  ADJUSTED  
 CS1155  ___________________________________________________________________
 CS1155  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CS1155  DYNAMIC HT  -         174.372 (meters)     572.09  (feet)  COMP
 CS1155  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 CS1155
 CS1155  VERT ORDER  -  SECOND    CLASS 0
 CS1155
 CS1155.The horizontal coordinates were scaled from a topographic map and have
 CS1155.an estimated accuracy of +/- 6 seconds.
 CS1155
 CS1155.The orthometric height was determined by differential leveling
 CS1155.and adjusted by the National Geodetic Survey in June 1991..
 CS1155
 CS1155.The geoid height was determined by GEOID03.
 CS1155
 CS1155.The dynamic height is computed by dividing the NAVD 88
 CS1155.geopotential number by the normal gravity value computed on the
 CS1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1155.degrees latitude (g = 980.6199 gals.).
 CS1155
 CS1155.The modeled gravity was interpolated from observed gravity values.
 CS1155
 CS1155;                    North         East    Units  Estimated Accuracy
 CS1155;SPC TXNC     - 2,099,650.      761,680.      MT  (+/- 180 meters Scaled)
 CS1155
 CS1155                          SUPERSEDED SURVEY CONTROL
 CS1155
 CS1155  NGVD 29 (??/??/92)  174.574  (m)          572.75   (f) ADJ UNCH    2 0
 CS1155
 CS1155.Superseded values are not recommended for survey control.
 CS1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1155.See file dsdata.txt to determine how the superseded data were derived.
 CS1155
 CS1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB086039(NAD 83)
 CS1155_MARKER: DB = BENCH MARK DISK
 CS1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1155_STAMPING: R 265 1934
 CS1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1155+STABILITY: SURFACE MOTION
 CS1155
 CS1155  HISTORY     - Date     Condition        Report By
 CS1155  HISTORY     - 1934     MONUMENTED       CGS
 CS1155  HISTORY     - 1958     GOOD             NGS
 CS1155
 CS1155                          STATION DESCRIPTION
 CS1155
 CS1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1155'3.2 MI S FROM LANCASTER.
 CS1155'ABOUT 3.2 MILES SOUTH ALONG THE M K T R.R. FROM THE STATION IN
 CS1155'LANCASTER, 110 YARDS NORTH OF MP 785, 15 YARDS SOUTH OF THE CENTER
 CS1155'LINE OF RAINDEER ROAD, 16 YARDS WEST OF THE CENTERLINE OF THE TRACKS,
 CS1155'AND 10 YARDS SOUTHWEST OF A POLE IN THE SOUTHWEST POINT OF THE
 CS1155'INTERSECTION OF THE TRACKS AND RAINDEER ROAD.  THIS POLE IS THE 3RD
 CS1155'POLE NORTH OF MP 785.  ABOUT 0.1 MILE WEST OF STATE HIGHWAY NO. 342. A
 CS1155'STANDARD DISK STAMPED R 265 1934 IN A CONCRETE POST WHICH PROJECTS
 CS1155'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2143 ***********************************************************************
 BY2143  DESIGNATION -  R 266
 BY2143  PID         -  BY2143
 BY2143  STATE/COUNTY-  TX/ANDERSON
 BY2143  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2143
 BY2143                         *CURRENT SURVEY CONTROL
 BY2143  ___________________________________________________________________
 BY2143* NAD 83(1986)-  31 47 37.     (N)    095 40 29.     (W)     SCALED    
 BY2143* NAVD 88     -       142.285  (meters)     466.81   (feet)  ADJUSTED  
 BY2143  ___________________________________________________________________
 BY2143  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BY2143  DYNAMIC HT  -         142.113 (meters)     466.25  (feet)  COMP
 BY2143  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BY2143
 BY2143  VERT ORDER  -  SECOND    CLASS 0
 BY2143
 BY2143.The horizontal coordinates were scaled from a topographic map and have
 BY2143.an estimated accuracy of +/- 6 seconds.
 BY2143
 BY2143.The orthometric height was determined by differential leveling
 BY2143.and adjusted by the National Geodetic Survey in June 1991..
 BY2143
 BY2143.The geoid height was determined by GEOID03.
 BY2143
 BY2143.The dynamic height is computed by dividing the NAVD 88
 BY2143.geopotential number by the normal gravity value computed on the
 BY2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2143.degrees latitude (g = 980.6199 gals.).
 BY2143
 BY2143.The modeled gravity was interpolated from observed gravity values.
 BY2143
 BY2143;                    North         East    Units  Estimated Accuracy
 BY2143;SPC TX C     - 3,245,030.    1,141,050.      MT  (+/- 180 meters Scaled)
 BY2143
 BY2143                          SUPERSEDED SURVEY CONTROL
 BY2143
 BY2143  NGVD 29 (??/??/92)  142.261  (m)          466.73   (f) ADJ UNCH    2 0
 BY2143
 BY2143.Superseded values are not recommended for survey control.
 BY2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2143.See file dsdata.txt to determine how the superseded data were derived.
 BY2143
 BY2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR467206(NAD 83)
 BY2143_MARKER: DB = BENCH MARK DISK
 BY2143_SETTING: 0 = UNSPECIFIED SETTING
 BY2143_STAMPING: R 266 1934
 BY2143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2143
 BY2143  HISTORY     - Date     Condition        Report By
 BY2143  HISTORY     - 1934     MONUMENTED       CGS
 BY2143  HISTORY     - 1939     GOOD             NGS
 BY2143  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2143  HISTORY     - 19971016 MARK NOT FOUND   NGS
 BY2143  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2143
 BY2143                          STATION DESCRIPTION
 BY2143
 BY2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BY2143'4.0 MI NW FROM PALESTINE.
 BY2143'4.0 MILES NORTHWEST OF PALESTINE FROM POST OFFICE BY HWY. 775 FT.
 BY2143'NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 19 AND 22.  280 FT.
 BY2143'SOUTHEAST OF THE CENTER OF DRIVEWAY TO THE FARM OF C. BOHART.  1.0 FT.
 BY2143'SOUTHWEST OF A WIRE FENCE.  2.0 FT. BELOW THE SURFACE OF HIGHWAY NO.
 BY2143'19.
 BY2143
 BY2143                          STATION RECOVERY (1977)
 BY2143
 BY2143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2143'MARK NOT FOUND.
 BY2143
 BY2143                          STATION RECOVERY (1997)
 BY2143
 BY2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2143'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 BY2143
 BY2143                          STATION RECOVERY (2002)
 BY2143
 BY2143'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0341 ***********************************************************************
 CS0341  DESIGNATION -  R 267
 CS0341  PID         -  CS0341
 CS0341  STATE/COUNTY-  TX/KAUFMAN
 CS0341  USGS QUAD   -  MABANK (1981)
 CS0341
 CS0341                         *CURRENT SURVEY CONTROL
 CS0341  ___________________________________________________________________
 CS0341* NAD 83(1986)-  32 22 00.     (N)    096 05 58.     (W)     SCALED    
 CS0341* NAVD 88     -       121.273  (meters)     397.88   (feet)  ADJUSTED  
 CS0341  ___________________________________________________________________
 CS0341  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0341  DYNAMIC HT  -         121.135 (meters)     397.42  (feet)  COMP
 CS0341  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 CS0341
 CS0341  VERT ORDER  -  SECOND    CLASS 0
 CS0341
 CS0341.The horizontal coordinates were scaled from a topographic map and have
 CS0341.an estimated accuracy of +/- 6 seconds.
 CS0341
 CS0341.The orthometric height was determined by differential leveling
 CS0341.and adjusted by the National Geodetic Survey in June 1991..
 CS0341.WARNING-Repeat measurements at this control monument indicate possible
 CS0341.vertical movement.
 CS0341
 CS0341.The geoid height was determined by GEOID03.
 CS0341
 CS0341.The dynamic height is computed by dividing the NAVD 88
 CS0341.geopotential number by the normal gravity value computed on the
 CS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0341.degrees latitude (g = 980.6199 gals.).
 CS0341
 CS0341.The modeled gravity was interpolated from observed gravity values.
 CS0341
 CS0341;                    North         East    Units  Estimated Accuracy
 CS0341;SPC TXNC     - 2,080,210.      825,900.      MT  (+/- 180 meters Scaled)
 CS0341
 CS0341                          SUPERSEDED SURVEY CONTROL
 CS0341
 CS0341  NGVD 29 (??/??/92)  121.280  (m)          397.90   (f) ADJ UNCH    2 0
 CS0341
 CS0341.Superseded values are not recommended for survey control.
 CS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0341.See file dsdata.txt to determine how the superseded data were derived.
 CS0341
 CS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA729847(NAD 83)
 CS0341_MARKER: DB = BENCH MARK DISK
 CS0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0341_SP_SET: CONCRETE BASE
 CS0341_STAMPING: R 267 1934
 CS0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0341
 CS0341  HISTORY     - Date     Condition        Report By
 CS0341  HISTORY     - 1934     MONUMENTED       CGS
 CS0341  HISTORY     - 1947     GOOD             NGS
 CS0341
 CS0341                          STATION DESCRIPTION
 CS0341
 CS0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0341'IN MABANK.
 CS0341'AT MABANK, BRONZE DISK SET IN TOP OF THE NORTHWEST CORNER OF THE
 CS0341'CONCRETE BASE FOR THE NORTHWEST LEG OF THE STEEL WATER TOWER, ABOUT
 CS0341'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0476 ***********************************************************************
 CR0476  DESIGNATION -  R 268
 CR0476  PID         -  CR0476
 CR0476  STATE/COUNTY-  TX/SMITH
 CR0476  USGS QUAD   -  CHANDLER (1973)
 CR0476
 CR0476                         *CURRENT SURVEY CONTROL
 CR0476  ___________________________________________________________________
 CR0476* NAD 83(1986)-  32 18 33.     (N)    095 25 12.     (W)     SCALED    
 CR0476* NAVD 88     -       111.047  (meters)     364.33   (feet)  ADJUSTED  
 CR0476  ___________________________________________________________________
 CR0476  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CR0476  DYNAMIC HT  -         110.917 (meters)     363.90  (feet)  COMP
 CR0476  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 CR0476
 CR0476  VERT ORDER  -  SECOND    CLASS 0
 CR0476
 CR0476.The horizontal coordinates were scaled from a topographic map and have
 CR0476.an estimated accuracy of +/- 6 seconds.
 CR0476
 CR0476.The orthometric height was determined by differential leveling
 CR0476.and adjusted by the National Geodetic Survey in June 1991..
 CR0476
 CR0476.The geoid height was determined by GEOID03.
 CR0476
 CR0476.The dynamic height is computed by dividing the NAVD 88
 CR0476.geopotential number by the normal gravity value computed on the
 CR0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0476.degrees latitude (g = 980.6199 gals.).
 CR0476
 CR0476.The modeled gravity was interpolated from observed gravity values.
 CR0476
 CR0476;                    North         East    Units  Estimated Accuracy
 CR0476;SPC TXNC     - 2,075,500.      890,000.      MT  (+/- 180 meters Scaled)
 CR0476
 CR0476                          SUPERSEDED SURVEY CONTROL
 CR0476
 CR0476  NGVD 29 (??/??/92)  111.075  (m)          364.42   (f) ADJ UNCH    2 0
 CR0476
 CR0476.Superseded values are not recommended for survey control.
 CR0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0476.See file dsdata.txt to determine how the superseded data were derived.
 CR0476
 CR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR721772(NAD 83)
 CR0476_MARKER: DB = BENCH MARK DISK
 CR0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0476_STAMPING: R 268 1934
 CR0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0476+STABILITY: SURFACE MOTION
 CR0476
 CR0476  HISTORY     - Date     Condition        Report By
 CR0476  HISTORY     - 1934     MONUMENTED       CGS
 CR0476  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 CR0476
 CR0476                          STATION DESCRIPTION
 CR0476
 CR0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0476'3.5 MI E FROM CHANDLER.
 CR0476'3.5 MILES E OF AND ALONG THE ST L AND SW R R 26 YARDS N OF TRACK.  45
 CR0476'YARDS E OF RAILROAD CROSSING.  80 YARDS W OF MILE POST 555.
 CR0476
 CR0476                          STATION RECOVERY (2004)
 CR0476
 CR0476'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0643 ***********************************************************************
 CS0643  DESIGNATION -  R 269
 CS0643  PID         -  CS0643
 CS0643  STATE/COUNTY-  TX/NAVARRO
 CS0643  USGS QUAD   -  CORSICANA (1978)
 CS0643
 CS0643                         *CURRENT SURVEY CONTROL
 CS0643  ___________________________________________________________________
 CS0643* NAD 83(1986)-  32 00 20.     (N)    096 22 59.     (W)     SCALED    
 CS0643* NAVD 88     -       123.338  (meters)     404.65   (feet)  ADJUSTED  
 CS0643  ___________________________________________________________________
 CS0643  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0643  DYNAMIC HT  -         123.193 (meters)     404.18  (feet)  COMP
 CS0643  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 CS0643
 CS0643  VERT ORDER  -  SECOND    CLASS 0
 CS0643
 CS0643.The horizontal coordinates were scaled from a topographic map and have
 CS0643.an estimated accuracy of +/- 6 seconds.
 CS0643
 CS0643.The orthometric height was determined by differential leveling
 CS0643.and adjusted by the National Geodetic Survey in June 1991..
 CS0643
 CS0643.The geoid height was determined by GEOID03.
 CS0643
 CS0643.The dynamic height is computed by dividing the NAVD 88
 CS0643.geopotential number by the normal gravity value computed on the
 CS0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0643.degrees latitude (g = 980.6199 gals.).
 CS0643
 CS0643.The modeled gravity was interpolated from observed gravity values.
 CS0643
 CS0643;                    North         East    Units  Estimated Accuracy
 CS0643;SPC TXNC     - 2,039,600.      800,020.      MT  (+/- 180 meters Scaled)
 CS0643
 CS0643                          SUPERSEDED SURVEY CONTROL
 CS0643
 CS0643  NGVD 29 (??/??/92)  123.327  (m)          404.62   (f) ADJ UNCH    2 0
 CS0643
 CS0643.Superseded values are not recommended for survey control.
 CS0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0643.See file dsdata.txt to determine how the superseded data were derived.
 CS0643
 CS0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA472440(NAD 83)
 CS0643_MARKER: DB = BENCH MARK DISK
 CS0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0643_STAMPING: R 269 1934
 CS0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0643+STABILITY: SURFACE MOTION
 CS0643
 CS0643  HISTORY     - Date     Condition        Report By
 CS0643  HISTORY     - 1934     MONUMENTED       CGS
 CS0643  HISTORY     - 1958     POOR             USGS
 CS0643
 CS0643                          STATION DESCRIPTION
 CS0643
 CS0643'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0643'0.5 MI W FROM NAVARRO.
 CS0643'0.5 MILE WEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 CS0643'NAVARRO, 56 YARDS EAST OF MILEPOST 232, 9 YARDS SOUTH AND 4 YARDS WEST
 CS0643'OF THE FIRST POLE EAST OF THE MILEPOST, 22 YARDS SOUTH OF THE TRACK,
 CS0643'AND 40 FEET NORTH OF A ROAD.  A STANDARD DISK, STAMPED R 269 1934 AND
 CS0643'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE-- THIS
 CS0643'MARK WAS FOUND AS DESCRIBED BUT THE TOP OF THE POST HAS BEEN CRACKED
 CS0643'AND ONE CORNER BROKEN.  THE DISK APPEARS TO BE INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0439 ***********************************************************************
 DO0439  DESIGNATION -  R 271
 DO0439  PID         -  DO0439
 DO0439  STATE/COUNTY-  TX/THROCKMORTON
 DO0439  USGS QUAD   -  SIBLEY CREEK (1981)
 DO0439
 DO0439                         *CURRENT SURVEY CONTROL
 DO0439  ___________________________________________________________________
 DO0439* NAD 83(1986)-  33 03 28.     (N)    099 10 42.     (W)     SCALED    
 DO0439* NAVD 88     -       422.390  (meters)    1385.79   (feet)  ADJUSTED  
 DO0439  ___________________________________________________________________
 DO0439  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DO0439  DYNAMIC HT  -         421.872 (meters)    1384.09  (feet)  COMP
 DO0439  MODELED GRAV-     979,398.7   (mgal)                       NAVD 88
 DO0439
 DO0439  VERT ORDER  -  SECOND    CLASS 0
 DO0439
 DO0439.The horizontal coordinates were scaled from a topographic map and have
 DO0439.an estimated accuracy of +/- 6 seconds.
 DO0439
 DO0439.The orthometric height was determined by differential leveling
 DO0439.and adjusted by the National Geodetic Survey in June 1991..
 DO0439
 DO0439.The geoid height was determined by GEOID03.
 DO0439
 DO0439.The dynamic height is computed by dividing the NAVD 88
 DO0439.geopotential number by the normal gravity value computed on the
 DO0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0439.degrees latitude (g = 980.6199 gals.).
 DO0439
 DO0439.The modeled gravity was interpolated from observed gravity values.
 DO0439
 DO0439;                    North         East    Units  Estimated Accuracy
 DO0439;SPC TXNC     - 2,154,460.      536,660.      MT  (+/- 180 meters Scaled)
 DO0439
 DO0439                          SUPERSEDED SURVEY CONTROL
 DO0439
 DO0439  NGVD 29 (??/??/92)  422.269  (m)         1385.39   (f) ADJ UNCH    2 0
 DO0439
 DO0439.Superseded values are not recommended for survey control.
 DO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0439.See file dsdata.txt to determine how the superseded data were derived.
 DO0439
 DO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB833577(NAD 83)
 DO0439_MARKER: DB = BENCH MARK DISK
 DO0439_SETTING: 66 = SET IN ROCK OUTCROP
 DO0439_SP_SET: OUTCROP
 DO0439_STAMPING: R 271 1934
 DO0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0439+STABILITY: POSITION/ELEVATION WELL
 DO0439
 DO0439  HISTORY     - Date     Condition        Report By
 DO0439  HISTORY     - 1934     MONUMENTED       CGS
 DO0439  HISTORY     - 1957     GOOD             NGS
 DO0439
 DO0439                          STATION DESCRIPTION
 DO0439
 DO0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0439'8.5 MI S FROM THROCKMORTON.
 DO0439'8.5 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THROCKMORTON, THROCKMORTON
 DO0439'COUNTY, 1.85 MILES SOUTH OF THE JUNCTION WITH STATE HIGHWAY 157, 42
 DO0439'YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 24 YARDS WEST OF A
 DO0439'RIGHT-OF-WAY FENCE, MARKED BY A CIRCLE OF ROCKS ABOUT 2 FEET HIGH, AND
 DO0439'IN THE TOP OF A ROCK OUTCROP.  NOTE -- THE MARK IS NEAR THE CENTER OF
 DO0439'THE SOUTH SLOPE OF A RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0078 ***********************************************************************
 CT0078  DESIGNATION -  R 272
 CT0078  PID         -  CT0078
 CT0078  STATE/COUNTY-  TX/PALO PINTO
 CT0078  USGS QUAD   -  PALO PINTO (1984)
 CT0078
 CT0078                         *CURRENT SURVEY CONTROL
 CT0078  ___________________________________________________________________
 CT0078* NAD 83(1986)-  32 45 29.     (N)    098 19 56.     (W)     SCALED    
 CT0078* NAVD 88     -       310.301  (meters)    1018.05   (feet)  ADJUSTED  
 CT0078  ___________________________________________________________________
 CT0078  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CT0078  DYNAMIC HT  -         309.917 (meters)    1016.79  (feet)  COMP
 CT0078  MODELED GRAV-     979,392.8   (mgal)                       NAVD 88
 CT0078
 CT0078  VERT ORDER  -  SECOND    CLASS 0
 CT0078
 CT0078.The horizontal coordinates were scaled from a topographic map and have
 CT0078.an estimated accuracy of +/- 6 seconds.
 CT0078
 CT0078.The orthometric height was determined by differential leveling
 CT0078.and adjusted by the National Geodetic Survey in June 1991..
 CT0078
 CT0078.The geoid height was determined by GEOID03.
 CT0078
 CT0078.The dynamic height is computed by dividing the NAVD 88
 CT0078.geopotential number by the normal gravity value computed on the
 CT0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0078.degrees latitude (g = 980.6199 gals.).
 CT0078
 CT0078.The modeled gravity was interpolated from observed gravity values.
 CT0078
 CT0078;                    North         East    Units  Estimated Accuracy
 CT0078;SPC TXNC     - 2,121,040.      615,720.      MT  (+/- 180 meters Scaled)
 CT0078
 CT0078                          SUPERSEDED SURVEY CONTROL
 CT0078
 CT0078  NGVD 29 (??/??/92)  310.226  (m)         1017.80   (f) ADJ UNCH    2 0
 CT0078
 CT0078.Superseded values are not recommended for survey control.
 CT0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0078.See file dsdata.txt to determine how the superseded data were derived.
 CT0078
 CT0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB625246(NAD 83)
 CT0078_MARKER: DB = BENCH MARK DISK
 CT0078_SETTING: 66 = SET IN ROCK OUTCROP
 CT0078_SP_SET: ROCK OUTCROP
 CT0078_STAMPING: R 272 1934
 CT0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0078+STABILITY: POSITION/ELEVATION WELL
 CT0078
 CT0078  HISTORY     - Date     Condition        Report By
 CT0078  HISTORY     - 1934     MONUMENTED       CGS
 CT0078  HISTORY     - 1959     GOOD             USGS
 CT0078  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0078
 CT0078                          STATION DESCRIPTION
 CT0078
 CT0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0078'2.1 MI SW FROM PALO PINTO.
 CT0078'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 180 FROM PALO PINTO, PALO PINTO
 CT0078'COUNTY, 0.05 MILE SOUTH OF A T. P. SERVICE STATION AT A CURVE, 42 FEET
 CT0078'EAST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET WEST OF THE
 CT0078'RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP MARKED WITH A
 CT0078'PYRAMID OF ROCKS.  A STANDARD DISK, STAMPED R 272 1934.
 CT0078
 CT0078                          STATION RECOVERY (1959)
 CT0078
 CT0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CT0078'RECOVERED IN GOOD CONDITION.
 CT0078
 CT0078                          STATION RECOVERY (2004)
 CT0078
 CT0078'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0272 ***********************************************************************
 CT0272  DESIGNATION -  R 273
 CT0272  PID         -  CT0272
 CT0272  STATE/COUNTY-  TX/STEPHENS
 CT0272  USGS QUAD   -  LA CASA (1967)
 CT0272
 CT0272                         *CURRENT SURVEY CONTROL
 CT0272  ___________________________________________________________________
 CT0272* NAD 83(1986)-  32 37 26.     (N)    098 43 09.     (W)     SCALED    
 CT0272* NAVD 88     -       481.765  (meters)    1580.59   (feet)  ADJUSTED  
 CT0272  ___________________________________________________________________
 CT0272  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0272  DYNAMIC HT  -         481.150 (meters)    1578.57  (feet)  COMP
 CT0272  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 CT0272
 CT0272  VERT ORDER  -  SECOND    CLASS 0
 CT0272
 CT0272.The horizontal coordinates were scaled from a topographic map and have
 CT0272.an estimated accuracy of +/- 6 seconds.
 CT0272
 CT0272.The orthometric height was determined by differential leveling
 CT0272.and adjusted by the National Geodetic Survey in June 1991..
 CT0272
 CT0272.The geoid height was determined by GEOID03.
 CT0272
 CT0272.The dynamic height is computed by dividing the NAVD 88
 CT0272.geopotential number by the normal gravity value computed on the
 CT0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0272.degrees latitude (g = 980.6199 gals.).
 CT0272
 CT0272.The modeled gravity was interpolated from observed gravity values.
 CT0272
 CT0272;                    North         East    Units  Estimated Accuracy
 CT0272;SPC TXNC     - 2,106,170.      579,430.      MT  (+/- 180 meters Scaled)
 CT0272
 CT0272                          SUPERSEDED SURVEY CONTROL
 CT0272
 CT0272  NGVD 29 (??/??/92)  481.618  (m)         1580.11   (f) ADJ UNCH    2 0
 CT0272
 CT0272.Superseded values are not recommended for survey control.
 CT0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0272.See file dsdata.txt to determine how the superseded data were derived.
 CT0272
 CT0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB263096(NAD 83)
 CT0272_MARKER: DB = BENCH MARK DISK
 CT0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0272_SP_SET: FOUNDATION
 CT0272_STAMPING: R 273 1934
 CT0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0272
 CT0272  HISTORY     - Date     Condition        Report By
 CT0272  HISTORY     - 1934     MONUMENTED       CGS
 CT0272  HISTORY     - 1957     GOOD             NGS
 CT0272
 CT0272                          STATION DESCRIPTION
 CT0272
 CT0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0272'IN FRANKELL.
 CT0272'AT FRANKELL 0.35 MILES N OF MILE POST 120.  150 FEET N OF THE R.R.
 CT0272'DEPOT.  12 FEET SW OF THE CENTER OF THE MAIN TRACK.  DISK SET
 CT0272'HORIZONTALLY IN NW FOUNDATION (CONCRETE) OF WHAT ORIGINALLY WAS USED
 CT0272'FOR THE FOUNDATION OF THE R.R. WATER TOWER.  NOTE-- THE RAILROAD IS
 CT0272'GONE BUT THE CONCRETE FOUNDATION FOR WATER TANK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0446 ***********************************************************************
 CT0446  DESIGNATION -  R 274
 CT0446  PID         -  CT0446
 CT0446  STATE/COUNTY-  TX/CALLAHAN
 CT0446  USGS QUAD   -  CROSS PLAINS NORTH (1968)
 CT0446
 CT0446                         *CURRENT SURVEY CONTROL
 CT0446  ___________________________________________________________________
 CT0446* NAD 83(1986)-  32 07 53.     (N)    099 09 53.     (W)     SCALED    
 CT0446* NAVD 88     -       533.294  (meters)    1749.65   (feet)  ADJUSTED  
 CT0446  ___________________________________________________________________
 CT0446  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CT0446  DYNAMIC HT  -         532.598 (meters)    1747.37  (feet)  COMP
 CT0446  MODELED GRAV-     979,317.2   (mgal)                       NAVD 88
 CT0446
 CT0446  VERT ORDER  -  SECOND    CLASS 0
 CT0446
 CT0446.The horizontal coordinates were scaled from a topographic map and have
 CT0446.an estimated accuracy of +/- 6 seconds.
 CT0446
 CT0446.The orthometric height was determined by differential leveling
 CT0446.and adjusted by the National Geodetic Survey in June 1991..
 CT0446
 CT0446.The geoid height was determined by GEOID03.
 CT0446
 CT0446.The dynamic height is computed by dividing the NAVD 88
 CT0446.geopotential number by the normal gravity value computed on the
 CT0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0446.degrees latitude (g = 980.6199 gals.).
 CT0446
 CT0446.The modeled gravity was interpolated from observed gravity values.
 CT0446
 CT0446;                    North         East    Units  Estimated Accuracy
 CT0446;SPC TXNC     - 2,051,730.      537,280.      MT  (+/- 180 meters Scaled)
 CT0446
 CT0446                          SUPERSEDED SURVEY CONTROL
 CT0446
 CT0446  NGVD 29 (??/??/92)  533.154  (m)         1749.19   (f) ADJ UNCH    2 0
 CT0446
 CT0446.Superseded values are not recommended for survey control.
 CT0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0446.See file dsdata.txt to determine how the superseded data were derived.
 CT0446
 CT0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA844550(NAD 83)
 CT0446_MARKER: DB = BENCH MARK DISK
 CT0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0446_SP_SET: STEP
 CT0446_STAMPING: R 274 1934
 CT0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0446
 CT0446  HISTORY     - Date     Condition        Report By
 CT0446  HISTORY     - 1934     MONUMENTED       CGS
 CT0446  HISTORY     - 1957     GOOD             NGS
 CT0446
 CT0446                          STATION DESCRIPTION
 CT0446
 CT0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0446'IN CROSS PLAINS.
 CT0446'AT CROSS PLAINS, CALLAHAN COUNTY, AT THE NORTH FRONT ENTRANCE TO THE
 CT0446'SOUTH HIGH SCHOOL BUILDING, AND IN THE TOP OF THE NORTH END OF THE
 CT0446'FIRST CONCRETE STEP.  A STANDARD DISK, STAMPED R 274 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0242 ***********************************************************************
 CR0242  DESIGNATION -  R 275
 CR0242  PID         -  CR0242
 CR0242  STATE/COUNTY-  TX/CAMP
 CR0242  USGS QUAD   -  PITTSBURG (1960)
 CR0242
 CR0242                         *CURRENT SURVEY CONTROL
 CR0242  ___________________________________________________________________
 CR0242* NAD 83(1986)-  32 54 25.     (N)    094 58 07.     (W)     SCALED    
 CR0242* NAVD 88     -       115.183  (meters)     377.90   (feet)  ADJUSTED  
 CR0242  ___________________________________________________________________
 CR0242  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CR0242  DYNAMIC HT  -         115.054 (meters)     377.47  (feet)  COMP
 CR0242  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CR0242
 CR0242  VERT ORDER  -  SECOND    CLASS 0
 CR0242
 CR0242.The horizontal coordinates were scaled from a topographic map and have
 CR0242.an estimated accuracy of +/- 6 seconds.
 CR0242
 CR0242.The orthometric height was determined by differential leveling
 CR0242.and adjusted by the National Geodetic Survey in June 1991..
 CR0242
 CR0242.The geoid height was determined by GEOID03.
 CR0242
 CR0242.The dynamic height is computed by dividing the NAVD 88
 CR0242.geopotential number by the normal gravity value computed on the
 CR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0242.degrees latitude (g = 980.6199 gals.).
 CR0242
 CR0242.The modeled gravity was interpolated from observed gravity values.
 CR0242
 CR0242;                    North         East    Units  Estimated Accuracy
 CR0242;SPC TXNC     - 2,143,090.      930,260.      MT  (+/- 180 meters Scaled)
 CR0242
 CR0242                          SUPERSEDED SURVEY CONTROL
 CR0242
 CR0242  NGVD 29 (??/??/92)  115.199  (m)          377.95   (f) ADJ UNCH    2 0
 CR0242
 CR0242.Superseded values are not recommended for survey control.
 CR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0242.See file dsdata.txt to determine how the superseded data were derived.
 CR0242
 CR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS158426(NAD 83)
 CR0242_MARKER: DB = BENCH MARK DISK
 CR0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0242_SP_SET: CULVERT
 CR0242_STAMPING: R 275 1934
 CR0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0242
 CR0242  HISTORY     - Date     Condition        Report By
 CR0242  HISTORY     - 1934     MONUMENTED       CGS
 CR0242  HISTORY     - 1954     GOOD             NGS
 CR0242
 CR0242                          STATION DESCRIPTION
 CR0242
 CR0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0242'6.2 MI S FROM PITTSBURG.
 CR0242'6.2 MILES SOUTH ALONG THE ST LOUIS AND SOUTHWESTERN RAILROAD OF TEXAS
 CR0242'FROM THE STATION AT PITTSBURG, 18.5 FEET NORTHEAST OF MILEPOST 497 +
 CR0242'16, 30.5 FEET WEST OF THE WEST RAIL, 6 FEET BELOW THE TOP OF THE
 CR0242'RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 CR0242'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0266 ***********************************************************************
 CR0266  DESIGNATION -  R 278
 CR0266  PID         -  CR0266
 CR0266  STATE/COUNTY-  TX/UPSHUR
 CR0266  USGS QUAD   -  BIG SANDY (1981)
 CR0266
 CR0266                         *CURRENT SURVEY CONTROL
 CR0266  ___________________________________________________________________
 CR0266* NAD 83(1986)-  32 33 23.     (N)    095 00 22.     (W)     SCALED    
 CR0266* NAVD 88     -        95.813  (meters)     314.35   (feet)  ADJUSTED  
 CR0266  ___________________________________________________________________
 CR0266  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR0266  DYNAMIC HT  -          95.703 (meters)     313.99  (feet)  COMP
 CR0266  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CR0266
 CR0266  VERT ORDER  -  SECOND    CLASS 0
 CR0266
 CR0266.The horizontal coordinates were scaled from a topographic map and have
 CR0266.an estimated accuracy of +/- 6 seconds.
 CR0266
 CR0266.The orthometric height was determined by differential leveling
 CR0266.and adjusted by the National Geodetic Survey in June 1991..
 CR0266
 CR0266.The geoid height was determined by GEOID03.
 CR0266
 CR0266.The dynamic height is computed by dividing the NAVD 88
 CR0266.geopotential number by the normal gravity value computed on the
 CR0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0266.degrees latitude (g = 980.6199 gals.).
 CR0266
 CR0266.The modeled gravity was interpolated from observed gravity values.
 CR0266
 CR0266;                    North         East    Units  Estimated Accuracy
 CR0266;SPC TXNC     - 2,104,120.      928,050.      MT  (+/- 180 meters Scaled)
 CR0266
 CR0266                          SUPERSEDED SURVEY CONTROL
 CR0266
 CR0266  NGVD 29 (??/??/92)   95.842  (m)          314.44   (f) ADJ UNCH    2 0
 CR0266
 CR0266.Superseded values are not recommended for survey control.
 CR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0266.See file dsdata.txt to determine how the superseded data were derived.
 CR0266
 CR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS116038(NAD 83)
 CR0266_MARKER: DB = BENCH MARK DISK
 CR0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0266_SP_SET: CULVERT
 CR0266_STAMPING: R 278 1934
 CR0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0266
 CR0266  HISTORY     - Date     Condition        Report By
 CR0266  HISTORY     - 1934     MONUMENTED       CGS
 CR0266  HISTORY     - 20040606 GOOD             USPSQD
 CR0266
 CR0266                          STATION DESCRIPTION
 CR0266
 CR0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0266'3.8 MI NW FROM GLADEWATER.
 CR0266'3.8 MI NW OF AND ALONG THE T P R R 0.2 MILE E OF MILE POST 107.  DISK
 CR0266'SET HORIZONTALLY ON E END OF ABUTMENT OF A CONCRETE CULVERT.  12 FEET
 CR0266'N OF CENTER OF MAIN TRACK.
 CR0266
 CR0266                          STATION RECOVERY (2004)
 CR0266
 CR0266'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1422 ***********************************************************************
 BL1422  DESIGNATION -  R 279
 BL1422  PID         -  BL1422
 BL1422  STATE/COUNTY-  TX/MONTGOMERY
 BL1422  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1422
 BL1422                         *CURRENT SURVEY CONTROL
 BL1422  ___________________________________________________________________
 BL1422* NAD 83(1986)-  30 08 45.     (N)    095 38 15.     (W)     SCALED    
 BL1422* NAVD 88     -        53.89   (+/-2cm)     176.8    (feet)  VERTCON   
 BL1422  ___________________________________________________________________
 BL1422  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL1422
 BL1422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1422
 BL1422.The horizontal coordinates were scaled from a topographic map and have
 BL1422.an estimated accuracy of +/- 6 seconds.
 BL1422
 BL1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1422.The vertical order pertains to the NGVD 29 superseded value.
 BL1422
 BL1422.The geoid height was determined by GEOID03.
 BL1422
 BL1422;                    North         East    Units  Estimated Accuracy
 BL1422;SPC TX C     - 3,062,670.    1,152,280.      MT  (+/- 180 meters Scaled)
 BL1422
 BL1422                          SUPERSEDED SURVEY CONTROL
 BL1422
 BL1422  NGVD 29 (??/??/92)   53.889  (m)          176.80   (f) ADJ UNCH    2 0
 BL1422
 BL1422.Superseded values are not recommended for survey control.
 BL1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1422.See file dsdata.txt to determine how the superseded data were derived.
 BL1422
 BL1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP459378(NAD 83)
 BL1422_MARKER: DB = BENCH MARK DISK
 BL1422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1422_SP_SET: ABUTMENT
 BL1422_STAMPING: R 279 1935
 BL1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1422
 BL1422  HISTORY     - Date     Condition        Report By
 BL1422  HISTORY     - 1935     MONUMENTED       CGS
 BL1422  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1422
 BL1422                          STATION DESCRIPTION
 BL1422
 BL1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL1422'3.4 MI NW FROM TOMBALL.
 BL1422'IN MONTGOMERY COUNTY, 3.4 MILES NORTHWEST ALONG THE BURLINGTON-ROCK
 BL1422'ISLAND RAILROAD FROM THE STATION AT TOMBALL, HARRIS COUNTY, AT THE
 BL1422'INTERNATIONAL-GREAT NORTHERN RAILROAD VIADUCT 14.20, AND IN THE TOP OF
 BL1422'THE NORTHWEST END OF THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED R
 BL1422'279 1935.  NOTE-- THE INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE
 BL1422'MISSOURI PACIFIC.
 BL1422
 BL1422                          STATION RECOVERY (1973)
 BL1422
 BL1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0443 ***********************************************************************
 DO0443  DESIGNATION -  R 280
 DO0443  PID         -  DO0443
 DO0443  STATE/COUNTY-  TX/THROCKMORTON
 DO0443  USGS QUAD   -  REYNOLDS BEND NW (1965)
 DO0443
 DO0443                         *CURRENT SURVEY CONTROL
 DO0443  ___________________________________________________________________
 DO0443* NAD 83(1986)-  33 11 01.     (N)    099 25 54.     (W)     SCALED    
 DO0443* NAVD 88     -       471.744  (meters)    1547.71   (feet)  ADJUSTED  
 DO0443  ___________________________________________________________________
 DO0443  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DO0443  DYNAMIC HT  -         471.163 (meters)    1545.81  (feet)  COMP
 DO0443  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 DO0443
 DO0443  VERT ORDER  -  SECOND    CLASS 0
 DO0443
 DO0443.The horizontal coordinates were scaled from a topographic map and have
 DO0443.an estimated accuracy of +/- 6 seconds.
 DO0443
 DO0443.The orthometric height was determined by differential leveling
 DO0443.and adjusted by the National Geodetic Survey in June 1991..
 DO0443
 DO0443.The geoid height was determined by GEOID03.
 DO0443
 DO0443.The dynamic height is computed by dividing the NAVD 88
 DO0443.geopotential number by the normal gravity value computed on the
 DO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0443.degrees latitude (g = 980.6199 gals.).
 DO0443
 DO0443.The modeled gravity was interpolated from observed gravity values.
 DO0443
 DO0443;                    North         East    Units  Estimated Accuracy
 DO0443;SPC TXNC     - 2,168,600.      513,130.      MT  (+/- 180 meters Scaled)
 DO0443
 DO0443                          SUPERSEDED SURVEY CONTROL
 DO0443
 DO0443  NGVD 29 (??/??/92)  471.592  (m)         1547.21   (f) ADJ UNCH    2 0
 DO0443
 DO0443.Superseded values are not recommended for survey control.
 DO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0443.See file dsdata.txt to determine how the superseded data were derived.
 DO0443
 DO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB597717(NAD 83)
 DO0443_MARKER: DB = BENCH MARK DISK
 DO0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0443_SP_SET: FOUNDATION
 DO0443_STAMPING: R 280 1934
 DO0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0443
 DO0443  HISTORY     - Date     Condition        Report By
 DO0443  HISTORY     - 1934     MONUMENTED       CGS
 DO0443  HISTORY     - 1957     GOOD             NGS
 DO0443
 DO0443                          STATION DESCRIPTION
 DO0443
 DO0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0443'14.4 MI W FROM THROCKMORTON.
 DO0443'14.4 MILES W OF AND ALONG STATE HIGHWAY NO. 120 DISK SET HORIZONTALLY
 DO0443'IN THE W END OF THE S HEADWALL OF A LARGE CONCRETE CULVERT. CULVERT
 DO0443'HAS THREE BOXES.
 DO0443
 DO0443                          STATION RECOVERY (1957)
 DO0443
 DO0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0295 ***********************************************************************
 CA0295  DESIGNATION -  R 281
 CA0295  PID         -  CA0295
 CA0295  STATE/COUNTY-  TX/BROWN
 CA0295  USGS QUAD   -  OWENS (1978)
 CA0295
 CA0295                         *CURRENT SURVEY CONTROL
 CA0295  ___________________________________________________________________
 CA0295* NAD 83(1986)-  31 45 46.     (N)    098 55 10.     (W)     SCALED    
 CA0295* NAVD 88     -       435.775  (meters)    1429.71   (feet)  ADJUSTED  
 CA0295  ___________________________________________________________________
 CA0295  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CA0295  DYNAMIC HT  -         435.208 (meters)    1427.84  (feet)  COMP
 CA0295  MODELED GRAV-     979,325.7   (mgal)                       NAVD 88
 CA0295
 CA0295  VERT ORDER  -  SECOND    CLASS 0
 CA0295
 CA0295.The horizontal coordinates were scaled from a topographic map and have
 CA0295.an estimated accuracy of +/- 6 seconds.
 CA0295
 CA0295.The orthometric height was determined by differential leveling
 CA0295.and adjusted by the National Geodetic Survey in June 1991..
 CA0295
 CA0295.The geoid height was determined by GEOID03.
 CA0295
 CA0295.The dynamic height is computed by dividing the NAVD 88
 CA0295.geopotential number by the normal gravity value computed on the
 CA0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0295.degrees latitude (g = 980.6199 gals.).
 CA0295
 CA0295.The modeled gravity was interpolated from observed gravity values.
 CA0295
 CA0295;                    North         East    Units  Estimated Accuracy
 CA0295;SPC TX C     - 3,233,220.      833,940.      MT  (+/- 180 meters Scaled)
 CA0295
 CA0295                          SUPERSEDED SURVEY CONTROL
 CA0295
 CA0295  NGVD 29 (??/??/92)  435.682  (m)         1429.40   (f) ADJ UNCH    2 0
 CA0295
 CA0295.Superseded values are not recommended for survey control.
 CA0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0295.See file dsdata.txt to determine how the superseded data were derived.
 CA0295
 CA0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA076141(NAD 83)
 CA0295_MARKER: DB = BENCH MARK DISK
 CA0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0295_STAMPING: R 281 1934
 CA0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0295+STABILITY: SURFACE MOTION
 CA0295
 CA0295  HISTORY     - Date     Condition        Report By
 CA0295  HISTORY     - 1934     MONUMENTED       CGS
 CA0295  HISTORY     - 1967     MARK NOT FOUND   NGS
 CA0295
 CA0295                          STATION DESCRIPTION
 CA0295
 CA0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CA0295'6.1 MI NE FROM BROWNWOOD.
 CA0295'ABOUT 6.1 MILES NORTHEAST ALONG THE FORT WORTH, AND RIO GRANDE RAILWAY
 CA0295'FROM THE STATION AT BROWNWOOD, BROWN COUNTY, ABOUT 87 YARDS WEST OF
 CA0295'CULVERT 870 + 1, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 6
 CA0295'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 281
 CA0295'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD HAS
 CA0295'BEEN RE-ROUTED AND THE TRACKS REMOVED.  THE OLD BRIDGES HAVE BEEN TORE
 CA0295'OUT AND THE FENCE LINE IS GONE.  THIS MARK MAY STILL EXIST BUT WILL BE
 CA0295'DIFFICULT TO FIND AS ALL REFERENCES AS DESCRIBED IN THE ORIGINAL
 CA0295'DESCRIPTION ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0110 ***********************************************************************
 CT0110  DESIGNATION -  R 282
 CT0110  PID         -  CT0110
 CT0110  STATE/COUNTY-  TX/ERATH
 CT0110  USGS QUAD   -  DUBLIN (1965)
 CT0110
 CT0110                         *CURRENT SURVEY CONTROL
 CT0110  ___________________________________________________________________
 CT0110* NAD 83(1986)-  32 04 32.     (N)    098 20 22.     (W)     SCALED    
 CT0110* NAVD 88     -       440.655  (meters)    1445.72   (feet)  ADJUSTED  
 CT0110  ___________________________________________________________________
 CT0110  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CT0110  DYNAMIC HT  -         440.090 (meters)    1443.86  (feet)  COMP
 CT0110  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 CT0110
 CT0110  VERT ORDER  -  SECOND    CLASS 0
 CT0110
 CT0110.The horizontal coordinates were scaled from a topographic map and have
 CT0110.an estimated accuracy of +/- 6 seconds.
 CT0110
 CT0110.The orthometric height was determined by differential leveling
 CT0110.and adjusted by the National Geodetic Survey in June 1991..
 CT0110
 CT0110.The geoid height was determined by GEOID03.
 CT0110
 CT0110.The dynamic height is computed by dividing the NAVD 88
 CT0110.geopotential number by the normal gravity value computed on the
 CT0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0110.degrees latitude (g = 980.6199 gals.).
 CT0110
 CT0110.The modeled gravity was interpolated from observed gravity values.
 CT0110
 CT0110;                    North         East    Units  Estimated Accuracy
 CT0110;SPC TXNC     - 2,045,360.      615,160.      MT  (+/- 180 meters Scaled)
 CT0110
 CT0110                          SUPERSEDED SURVEY CONTROL
 CT0110
 CT0110  NGVD 29 (??/??/92)  440.557  (m)         1445.39   (f) ADJ UNCH    2 0
 CT0110
 CT0110.Superseded values are not recommended for survey control.
 CT0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0110.See file dsdata.txt to determine how the superseded data were derived.
 CT0110
 CT0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA623490(NAD 83)
 CT0110_MARKER: DB = BENCH MARK DISK
 CT0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0110_STAMPING: R 282 1934
 CT0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0110+STABILITY: SURFACE MOTION
 CT0110
 CT0110  HISTORY     - Date     Condition        Report By
 CT0110  HISTORY     - 1934     MONUMENTED       CGS
 CT0110  HISTORY     - 1966     GOOD             NGS
 CT0110  HISTORY     - 19950405 GOOD             USPSQD
 CT0110
 CT0110                          STATION DESCRIPTION
 CT0110
 CT0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0110'0.6 MI S FROM DUBLIN.
 CT0110'ABOUT 0.6 MILE SOUTH ALONG THE A.T. AND SANTA FE RAILWAY FROM THE
 CT0110'STATION AT DUBLIN, 44 FEET WEST OF THE WEST RAIL ROAD TRACK, 100 FEET
 CT0110'SOUTH OF THE CENTER OF ROAD, 24 FEET NORTHWEST OF A TELEGRAPH POLE, 2
 CT0110'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A METAL
 CT0110'WITNESS POST.  A C AND GS DISK SET IN A 10 X 10 IN. CONCRETE POST
 CT0110'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF GROUND.
 CT0110
 CT0110                          STATION RECOVERY (1995)
 CT0110
 CT0110'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0012 ***********************************************************************
 CA0012  DESIGNATION -  R 284
 CA0012  PID         -  CA0012
 CA0012  STATE/COUNTY-  TX/COMANCHE
 CA0012  USGS QUAD   -  GUSTINE (1956)
 CA0012
 CA0012                         *CURRENT SURVEY CONTROL
 CA0012  ___________________________________________________________________
 CA0012* NAD 83(1986)-  31 46 39.     (N)    098 23 38.     (W)     SCALED    
 CA0012* NAVD 88     -       390.782  (meters)    1282.09   (feet)  ADJUSTED  
 CA0012  ___________________________________________________________________
 CA0012  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CA0012  DYNAMIC HT  -         390.278 (meters)    1280.44  (feet)  COMP
 CA0012  MODELED GRAV-     979,339.9   (mgal)                       NAVD 88
 CA0012
 CA0012  VERT ORDER  -  SECOND    CLASS 0
 CA0012
 CA0012.The horizontal coordinates were scaled from a topographic map and have
 CA0012.an estimated accuracy of +/- 6 seconds.
 CA0012
 CA0012.The orthometric height was determined by differential leveling
 CA0012.and adjusted by the National Geodetic Survey in June 1991..
 CA0012
 CA0012.The geoid height was determined by GEOID03.
 CA0012
 CA0012.The dynamic height is computed by dividing the NAVD 88
 CA0012.geopotential number by the normal gravity value computed on the
 CA0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0012.degrees latitude (g = 980.6199 gals.).
 CA0012
 CA0012.The modeled gravity was interpolated from observed gravity values.
 CA0012
 CA0012;                    North         East    Units  Estimated Accuracy
 CA0012;SPC TX C     - 3,235,610.      883,690.      MT  (+/- 180 meters Scaled)
 CA0012
 CA0012                          SUPERSEDED SURVEY CONTROL
 CA0012
 CA0012  NGVD 29 (??/??/92)  390.702  (m)         1281.83   (f) ADJ UNCH    2 0
 CA0012
 CA0012.Superseded values are not recommended for survey control.
 CA0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0012.See file dsdata.txt to determine how the superseded data were derived.
 CA0012
 CA0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA573159(NAD 83)
 CA0012_MARKER: DB = BENCH MARK DISK
 CA0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0012_STAMPING: R 284 1934
 CA0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0012+STABILITY: SURFACE MOTION
 CA0012
 CA0012  HISTORY     - Date     Condition        Report By
 CA0012  HISTORY     - 1934     MONUMENTED       CGS
 CA0012
 CA0012                          STATION DESCRIPTION
 CA0012
 CA0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0012'17.7 MI NW FROM HAMILTON.
 CA0012'17.7 MI NW OF AND ALONG STATE HWY 36 2 MILES W OF ENERGY.  43 FEET N
 CA0012'OF CENTER OF HIGHWAY.  3 FEET N OF R/W FENCE.  PILE OF ROCKS PAINTED
 CA0012'WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0136 ***********************************************************************
 CA0136  DESIGNATION -  R 285 RESET 1962
 CA0136  PID         -  CA0136
 CA0136  STATE/COUNTY-  TX/LAMPASAS
 CA0136  USGS QUAD   -  FLAT TOP PEAK (1979)
 CA0136
 CA0136                         *CURRENT SURVEY CONTROL
 CA0136  ___________________________________________________________________
 CA0136* NAD 83(1986)-  31 14 45.     (N)    098 10 37.     (W)     SCALED    
 CA0136* NAVD 88     -       325.88   (meters)    1069.2    (feet)  RESET     
 CA0136  ___________________________________________________________________
 CA0136  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CA0136
 CA0136  VERT ORDER  -  THIRD
 CA0136
 CA0136.The horizontal coordinates were scaled from a topographic map and have
 CA0136.an estimated accuracy of +/- 6 seconds.
 CA0136
 CA0136.The orthometric height was computed from unverified reset data.
 CA0136
 CA0136.The geoid height was determined by GEOID03.
 CA0136
 CA0136;                    North         East    Units  Estimated Accuracy
 CA0136;SPC TX C     - 3,177,050.      905,380.      MT  (+/- 180 meters Scaled)
 CA0136
 CA0136                          SUPERSEDED SURVEY CONTROL
 CA0136
 CA0136.No superseded survey control is available for this station.
 CA0136
 CA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV783571(NAD 83)
 CA0136_MARKER: DB = BENCH MARK DISK
 CA0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0136_STAMPING: R 285 RESET 1962
 CA0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0136+STABILITY: SURFACE MOTION
 CA0136
 CA0136  HISTORY     - Date     Condition        Report By
 CA0136  HISTORY     - 1962     MONUMENTED       CGS
 CA0136  HISTORY     - 1969     GOOD             NGS
 CA0136  HISTORY     - 20020420 GOOD             USPSQD
 CA0136
 CA0136                          STATION DESCRIPTION
 CA0136
 CA0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CA0136'3.8 MI S FROM ADAMSVILLE.
 CA0136'TO REACH FROM THE POST OFFICE IN ADAMSVILLE, LAMPASAS COUNTY, GO SOUTH
 CA0136'ON U.S. HIGHWAY 281 FOR 3.8 MILES.  OR 12.8 MILES NORTH ALONG U.S.
 CA0136'HIGHWAY 281 FROM THE JUNCTION OF FARM ROAD 580 AND U.S. HIGHWAY 281 IN
 CA0136'LAMPASAS TO BENCH MARK, 135 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 CA0136'BRIDGE ACROSS PATTERSON CREEK, 76 FEET EAST OF THE CENTER LINE OF U.S.
 CA0136'HIGHWAY 281, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH
 CA0136'OF A METAL WITNESS POST.  A STANDARD DISK STAMPED R 285 RESET 1962 IS
 CA0136'SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 5 INCHES.
 CA0136
 CA0136                          STATION RECOVERY (1969)
 CA0136
 CA0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CA0136'RECOVERED IN GOOD CONDITION.
 CA0136
 CA0136                          STATION RECOVERY (2002)
 CA0136
 CA0136'RECOVERY NOTE BY US POWER SQUADRON 2002 (HY)
 CA0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0364 ***********************************************************************
 DM0364  DESIGNATION -  R 286
 DM0364  PID         -  DM0364
 DM0364  STATE/COUNTY-  TX/BOWIE
 DM0364  USGS QUAD   -  OAK GROVE (1975)
 DM0364
 DM0364                         *CURRENT SURVEY CONTROL
 DM0364  ___________________________________________________________________
 DM0364* NAD 83(1986)-  33 31 49.     (N)    094 40 32.     (W)     SCALED    
 DM0364* NAVD 88     -       125.458  (meters)     411.61   (feet)  ADJUSTED  
 DM0364  ___________________________________________________________________
 DM0364  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DM0364  DYNAMIC HT  -         125.326 (meters)     411.17  (feet)  COMP
 DM0364  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 DM0364
 DM0364  VERT ORDER  -  SECOND    CLASS 0
 DM0364
 DM0364.The horizontal coordinates were scaled from a topographic map and have
 DM0364.an estimated accuracy of +/- 6 seconds.
 DM0364
 DM0364.The orthometric height was determined by differential leveling
 DM0364.and adjusted by the National Geodetic Survey in June 1991..
 DM0364
 DM0364.The geoid height was determined by GEOID03.
 DM0364
 DM0364.The dynamic height is computed by dividing the NAVD 88
 DM0364.geopotential number by the normal gravity value computed on the
 DM0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0364.degrees latitude (g = 980.6199 gals.).
 DM0364
 DM0364.The modeled gravity was interpolated from observed gravity values.
 DM0364
 DM0364;                    North         East    Units  Estimated Accuracy
 DM0364;SPC TXNC     - 2,213,120.      955,140.      MT  (+/- 180 meters Scaled)
 DM0364
 DM0364                          SUPERSEDED SURVEY CONTROL
 DM0364
 DM0364  NGVD 29 (??/??/92)  125.459  (m)          411.61   (f) ADJ UNCH    2 0
 DM0364
 DM0364.Superseded values are not recommended for survey control.
 DM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0364.See file dsdata.txt to determine how the superseded data were derived.
 DM0364
 DM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT444113(NAD 83)
 DM0364_MARKER: DB = BENCH MARK DISK
 DM0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0364_STAMPING: R 286 1934
 DM0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0364+STABILITY: SURFACE MOTION
 DM0364
 DM0364  HISTORY     - Date     Condition        Report By
 DM0364  HISTORY     - 1934     MONUMENTED       CGS
 DM0364  HISTORY     - 1949     GOOD             USGS
 DM0364
 DM0364                          STATION DESCRIPTION
 DM0364
 DM0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0364'3.7 MI W FROM DE KALB.
 DM0364'3.7 MI W OF AND ALONG THE T P R R 109 SE OF AND ACROSS TRACK FROM MILE
 DM0364'POST 38.  40 FEET N OF CENTER OF TRACK.  5 FEET S OF R/W FENCE. NOTE--
 DM0364'MILEPOST NO 38 HAS BEEN CHANGED SINCE ORIGINAL DESCRIPTION. BM IS NOW
 DM0364'85 FT NE OF CENTERLINE ACROSS THE TRACK FROM MILEPOST NO. 38.
 DM0364
 DM0364                          STATION RECOVERY (1949)
 DM0364
 DM0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DM0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0878 ***********************************************************************
 CR0878  DESIGNATION -  R 287
 CR0878  PID         -  CR0878
 CR0878  STATE/COUNTY-  TX/VAN ZANDT
 CR0878  USGS QUAD   -  GRAND SALINE (1981)
 CR0878
 CR0878                         *CURRENT SURVEY CONTROL
 CR0878  ___________________________________________________________________
 CR0878* NAD 83(1986)-  32 40 19.     (N)    095 42 04.     (W)     SCALED    
 CR0878* NAVD 88     -       115.453  (meters)     378.78   (feet)  ADJUSTED  
 CR0878  ___________________________________________________________________
 CR0878  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CR0878  DYNAMIC HT  -         115.323 (meters)     378.36  (feet)  COMP
 CR0878  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 CR0878
 CR0878  VERT ORDER  -  SECOND    CLASS 0
 CR0878
 CR0878.The horizontal coordinates were scaled from a topographic map and have
 CR0878.an estimated accuracy of +/- 6 seconds.
 CR0878
 CR0878.The orthometric height was determined by differential leveling
 CR0878.and adjusted by the National Geodetic Survey in June 1991..
 CR0878.WARNING-Repeat measurements at this control monument indicate possible
 CR0878.vertical movement.
 CR0878
 CR0878.The geoid height was determined by GEOID03.
 CR0878
 CR0878.The dynamic height is computed by dividing the NAVD 88
 CR0878.geopotential number by the normal gravity value computed on the
 CR0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0878.degrees latitude (g = 980.6199 gals.).
 CR0878
 CR0878.The modeled gravity was interpolated from observed gravity values.
 CR0878
 CR0878;                    North         East    Units  Estimated Accuracy
 CR0878;SPC TXNC     - 2,114,970.      862,470.      MT  (+/- 180 meters Scaled)
 CR0878
 CR0878                          SUPERSEDED SURVEY CONTROL
 CR0878
 CR0878  NGVD 29 (??/??/92)  115.475  (m)          378.85   (f) ADJ UNCH    2 0
 CR0878
 CR0878.Superseded values are not recommended for survey control.
 CR0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0878.See file dsdata.txt to determine how the superseded data were derived.
 CR0878
 CR0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS467181(NAD 83)
 CR0878_MARKER: DB = BENCH MARK DISK
 CR0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0878_SP_SET: ABUTMENT
 CR0878_STAMPING: R 287 1934
 CR0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0878+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CR0878
 CR0878  HISTORY     - Date     Condition        Report By
 CR0878  HISTORY     - 1934     MONUMENTED       CGS
 CR0878  HISTORY     - 19950901 GOOD             USPSQD
 CR0878  HISTORY     - 20040608 GOOD             USPSQD
 CR0878
 CR0878                          STATION DESCRIPTION
 CR0878
 CR0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0878'0.5 MI E FROM GRAND SALINE.
 CR0878'0.5 MI E OF AND ALONG THE T P R R DISK IS SET HORIZONTALLY IN S END OF
 CR0878'E ABUTMENT OF BRIDGE 148.7.
 CR0878
 CR0878                          STATION RECOVERY (1995)
 CR0878
 CR0878'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0878'RECOVERED IN GOOD CONDITION.
 CR0878
 CR0878                          STATION RECOVERY (2004)
 CR0878
 CR0878'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0154 ***********************************************************************
 CS0154  DESIGNATION -  R 288
 CS0154  PID         -  CS0154
 CS0154  STATE/COUNTY-  TX/VAN ZANDT
 CS0154  USGS QUAD   -  WILLS POINT (1981)
 CS0154
 CS0154                         *CURRENT SURVEY CONTROL
 CS0154  ___________________________________________________________________
 CS0154* NAD 83(1986)-  32 42 35.     (N)    096 02 28.     (W)     SCALED    
 CS0154* NAVD 88     -       157.645  (meters)     517.21   (feet)  ADJUSTED  
 CS0154  ___________________________________________________________________
 CS0154  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0154  DYNAMIC HT  -         157.468 (meters)     516.63  (feet)  COMP
 CS0154  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 CS0154
 CS0154  VERT ORDER  -  SECOND    CLASS 0
 CS0154
 CS0154.The horizontal coordinates were scaled from a topographic map and have
 CS0154.an estimated accuracy of +/- 6 seconds.
 CS0154
 CS0154.The orthometric height was determined by differential leveling
 CS0154.and adjusted by the National Geodetic Survey in June 1991..
 CS0154
 CS0154.The geoid height was determined by GEOID03.
 CS0154
 CS0154.The dynamic height is computed by dividing the NAVD 88
 CS0154.geopotential number by the normal gravity value computed on the
 CS0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0154.degrees latitude (g = 980.6199 gals.).
 CS0154
 CS0154.The modeled gravity was interpolated from observed gravity values.
 CS0154
 CS0154;                    North         East    Units  Estimated Accuracy
 CS0154;SPC TXNC     - 2,118,360.      830,490.      MT  (+/- 180 meters Scaled)
 CS0154
 CS0154                          SUPERSEDED SURVEY CONTROL
 CS0154
 CS0154  NGVD 29 (??/??/92)  157.656  (m)          517.24   (f) ADJ UNCH    2 0
 CS0154
 CS0154.Superseded values are not recommended for survey control.
 CS0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0154.See file dsdata.txt to determine how the superseded data were derived.
 CS0154
 CS0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB773229(NAD 83)
 CS0154_MARKER: DB = BENCH MARK DISK
 CS0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0154_STAMPING: R 288 1934
 CS0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0154+STABILITY: SURFACE MOTION
 CS0154
 CS0154  HISTORY     - Date     Condition        Report By
 CS0154  HISTORY     - 1934     MONUMENTED       CGS
 CS0154  HISTORY     - 1952     GOOD             NGS
 CS0154  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CS0154  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0154  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 CS0154  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 CS0154
 CS0154                          STATION DESCRIPTION
 CS0154
 CS0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0154'1.75 MI W FROM WILLS POINT.
 CS0154'1.75 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0154'AT WILLS POINT, 23 FEET EAST OF THE 10TH POLE EAST OF MILEPOST 169, 63
 CS0154'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 30.2 FEET SOUTH OF
 CS0154'THE SOUTH RAIL, 3 FEET WEST OF A WITNESS POST, 3 FEET BELOW THE TOP OF
 CS0154'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 CS0154'ABOVE THE GROUND.
 CS0154
 CS0154                          STATION RECOVERY (1988)
 CS0154
 CS0154'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0154'MARK NOT FOUND.
 CS0154
 CS0154                          STATION RECOVERY (1988)
 CS0154
 CS0154'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0154'MARK NOT FOUND.
 CS0154
 CS0154                          STATION RECOVERY (1993)
 CS0154
 CS0154'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0154'MARK NOT FOUND.
 CS0154
 CS0154                          STATION RECOVERY (1995)
 CS0154
 CS0154'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1799 ***********************************************************************
 CS1799  DESIGNATION -  R 289
 CS1799  PID         -  CS1799
 CS1799  STATE/COUNTY-  TX/TARRANT
 CS1799  USGS QUAD   -  FORT WORTH (1981)
 CS1799
 CS1799                         *CURRENT SURVEY CONTROL
 CS1799  ___________________________________________________________________
 CS1799* NAD 83(1986)-  32 38 05.     (N)    097 20 02.     (W)     SCALED    
 CS1799* NAVD 88     -       214.315  (meters)     703.13   (feet)  ADJUSTED  
 CS1799  ___________________________________________________________________
 CS1799  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CS1799  DYNAMIC HT  -         214.061 (meters)     702.30  (feet)  COMP
 CS1799  MODELED GRAV-     979,448.4   (mgal)                       NAVD 88
 CS1799
 CS1799  VERT ORDER  -  FIRST     CLASS II
 CS1799
 CS1799.The horizontal coordinates were scaled from a topographic map and have
 CS1799.an estimated accuracy of +/- 6 seconds.
 CS1799
 CS1799.The orthometric height was determined by differential leveling
 CS1799.and adjusted by the National Geodetic Survey in June 1991..
 CS1799
 CS1799.The geoid height was determined by GEOID03.
 CS1799
 CS1799.The dynamic height is computed by dividing the NAVD 88
 CS1799.geopotential number by the normal gravity value computed on the
 CS1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1799.degrees latitude (g = 980.6199 gals.).
 CS1799
 CS1799.The modeled gravity was interpolated from observed gravity values.
 CS1799
 CS1799;                    North         East    Units  Estimated Accuracy
 CS1799;SPC TXNC     - 2,107,960.      709,410.      MT  (+/- 180 meters Scaled)
 CS1799
 CS1799                          SUPERSEDED SURVEY CONTROL
 CS1799
 CS1799  NGVD 29 (??/??/92)  214.294  (m)          703.06   (f) ADJ UNCH    1 2
 CS1799
 CS1799.Superseded values are not recommended for survey control.
 CS1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1799.See file dsdata.txt to determine how the superseded data were derived.
 CS1799
 CS1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB562120(NAD 83)
 CS1799_MARKER: DB = BENCH MARK DISK
 CS1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1799_STAMPING: R 289 1934
 CS1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1799+STABILITY: SURFACE MOTION
 CS1799
 CS1799  HISTORY     - Date     Condition        Report By
 CS1799  HISTORY     - 1934     MONUMENTED       CGS
 CS1799  HISTORY     - 1964     GOOD             NGS
 CS1799  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1799  HISTORY     - 1990     GOOD             USPSQD
 CS1799  HISTORY     - 19950301 MARK NOT FOUND   USPSQD
 CS1799  HISTORY     - 19960301 MARK NOT FOUND   USPSQD
 CS1799  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS1799
 CS1799                          STATION DESCRIPTION
 CS1799
 CS1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1799'6.4 MI N FROM BURLESON.
 CS1799'6.4 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS1799'THE STATION AT BURLESON, JOHNSON COUNTY, 118 YARDS NORTH OF BRIDGE
 CS1799'764.8, AT A ROAD CROSSING, 43 FEET WEST OF THE CENTER LINE OF THE
 CS1799'TRACK, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND IN THE
 CS1799'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED R 289 1934 AND
 CS1799'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE BENCH MARK IS ABOUT 0.3
 CS1799'MILE WEST ALONG THE SYCAMORE SCHOOL ROAD FROM ITS JUNCTION WITH U. S.
 CS1799'HIGHWAY 81, 42 FEET WEST OF THE WEST RAIL OF THE MISSOURI-KANSAS-TEXAS
 CS1799'RAILROAD TRACKS, 28 FEET SOUTH OF THE CENTER LINE OF SYCAMORE SCHOOL
 CS1799'ROAD, ABOUT 30 YARDS SOUTHWEST OF A RAILROAD CROSSING SIGNAL NO. 7648,
 CS1799'AND 3 FEET SOUTHEAST OF A CORNER FENCE POST. A STANDARD DISK SET IN A
 CS1799'6 X 6 IN. CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS1799
 CS1799                          STATION RECOVERY (1983)
 CS1799
 CS1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1799'MARK NOT FOUND.
 CS1799
 CS1799                          STATION RECOVERY (1990)
 CS1799
 CS1799'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS1799'RECOVERED IN GOOD CONDITION.
 CS1799
 CS1799                          STATION RECOVERY (1995)
 CS1799
 CS1799'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1799'MARK NOT FOUND.
 CS1799
 CS1799                          STATION RECOVERY (1996)
 CS1799
 CS1799'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1799'MARK NOT FOUND.
 CS1799
 CS1799                          STATION RECOVERY (2001)
 CS1799
 CS1799'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS1799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0363 ***********************************************************************
 AZ0363  DESIGNATION -  R 29
 AZ0363  PID         -  AZ0363
 AZ0363  STATE/COUNTY-  TX/VAL VERDE
 AZ0363  USGS QUAD   -  LANGTRY (1973)
 AZ0363
 AZ0363                         *CURRENT SURVEY CONTROL
 AZ0363  ___________________________________________________________________
 AZ0363* NAD 83(1986)-  29 48 34.     (N)    101 35 52.     (W)     SCALED    
 AZ0363* NAVD 88     -       401.036  (meters)    1315.73   (feet)  POSTED    
 AZ0363  ___________________________________________________________________
 AZ0363  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AZ0363  DYNAMIC HT  -         400.440 (meters)    1313.78  (feet)  COMP
 AZ0363  MODELED GRAV-     979,142.7   (mgal)                       NAVD 88
 AZ0363
 AZ0363  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0363
 AZ0363.The horizontal coordinates were scaled from a topographic map and have
 AZ0363.an estimated accuracy of +/- 6 seconds.
 AZ0363
 AZ0363.The orthometric height was determined by differential leveling
 AZ0363.and adjusted by the National Geodetic Survey in 1992..
 AZ0363.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0363.rate of 0.0 thru 1.0 mm/km.
 AZ0363
 AZ0363.The geoid height was determined by GEOID03.
 AZ0363
 AZ0363.The dynamic height is computed by dividing the NAVD 88
 AZ0363.geopotential number by the normal gravity value computed on the
 AZ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0363.degrees latitude (g = 980.6199 gals.).
 AZ0363
 AZ0363.The modeled gravity was interpolated from observed gravity values.
 AZ0363
 AZ0363;                    North         East    Units  Estimated Accuracy
 AZ0363;SPC TXSC     - 4,221,800.      348,920.      MT  (+/- 180 meters Scaled)
 AZ0363
 AZ0363                          SUPERSEDED SURVEY CONTROL
 AZ0363
 AZ0363.No superseded survey control is available for this station.
 AZ0363
 AZ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU489005(NAD 83)
 AZ0363_MARKER: DB = BENCH MARK DISK
 AZ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0363_STAMPING: ELEV. 1315.41 FT R 29 1917
 AZ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0363+STABILITY: SURFACE MOTION
 AZ0363
 AZ0363  HISTORY     - Date     Condition        Report By
 AZ0363  HISTORY     - 1917     MONUMENTED       CGS
 AZ0363  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0363
 AZ0363                          STATION DESCRIPTION
 AZ0363
 AZ0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0363'3.1 MI W FROM LANGTRY.
 AZ0363'ABOUT 3.1 MILES WEST ALONG THE ABANDONED TEXAS AND NEW ORLEANS
 AZ0363'RAILROAD FROM LANGTRY, VAL VERDE COUNTY, AT MILEPOST 446, AND 50 FEET
 AZ0363'SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED ELEV. 1,315.41 FT R 29
 AZ0363'1917 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0136 ***********************************************************************
 DO0136  DESIGNATION -  R 290 RESET 1957
 DO0136  PID         -  DO0136
 DO0136  STATE/COUNTY-  TX/JACK
 DO0136  USGS QUAD   -  LYNN CREEK (1981)
 DO0136
 DO0136                         *CURRENT SURVEY CONTROL
 DO0136  ___________________________________________________________________
 DO0136* NAD 83(1986)-  33 20 03.     (N)    098 21 20.     (W)     SCALED    
 DO0136* NAVD 88     -       312.910  (meters)    1026.61   (feet)  ADJUSTED  
 DO0136  ___________________________________________________________________
 DO0136  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DO0136  DYNAMIC HT  -         312.552 (meters)    1025.43  (feet)  COMP
 DO0136  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 DO0136
 DO0136  VERT ORDER  -  SECOND    CLASS 0
 DO0136
 DO0136.The horizontal coordinates were scaled from a topographic map and have
 DO0136.an estimated accuracy of +/- 6 seconds.
 DO0136
 DO0136.The orthometric height was determined by differential leveling
 DO0136.and adjusted by the National Geodetic Survey in June 1991..
 DO0136
 DO0136.The geoid height was determined by GEOID03.
 DO0136
 DO0136.The dynamic height is computed by dividing the NAVD 88
 DO0136.geopotential number by the normal gravity value computed on the
 DO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0136.degrees latitude (g = 980.6199 gals.).
 DO0136
 DO0136.The modeled gravity was interpolated from observed gravity values.
 DO0136
 DO0136;                    North         East    Units  Estimated Accuracy
 DO0136;SPC TXNC     - 2,184,920.      613,450.      MT  (+/- 180 meters Scaled)
 DO0136
 DO0136                          SUPERSEDED SURVEY CONTROL
 DO0136
 DO0136  NGVD 29 (??/??/92)  312.844  (m)         1026.39   (f) ADJ UNCH    2 0
 DO0136
 DO0136.Superseded values are not recommended for survey control.
 DO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0136.See file dsdata.txt to determine how the superseded data were derived.
 DO0136
 DO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB599885(NAD 83)
 DO0136_MARKER: DB = BENCH MARK DISK
 DO0136_SETTING: 66 = SET IN ROCK OUTCROP
 DO0136_SP_SET: OUTCROP
 DO0136_STAMPING: R 290 RESET 1957
 DO0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0136+STABILITY: POSITION/ELEVATION WELL
 DO0136
 DO0136  HISTORY     - Date     Condition        Report By
 DO0136  HISTORY     - 1957     MONUMENTED       CGS
 DO0136  HISTORY     - 1961     GOOD             NGS
 DO0136  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0136  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0136
 DO0136                          STATION DESCRIPTION
 DO0136
 DO0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0136'7.7 MI S FROM ANTELOPE.
 DO0136'ABOUT 1.95 MILES SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0136'ANTELOPE, THENCE 5.75 MILES SOUTH ALONG  U. S. HIGHWAY 281, 222 FEET
 DO0136'NORTH OF THE NORTH CORNER OF THE CAMERON CREEK BRIDGE, ABOUT 100 YARDS
 DO0136'SOUTHEAST OF A CATTLE GUARD AT THE JUNCTION OF THE HIGHWAY AND A
 DO0136'PRIVATE ROAD LEADING EAST, 162 FEET NORTHEAST OF THE CENTER LINE OF
 DO0136'THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP ON THE SOUTH SLOPE OF A
 DO0136'ROCKY HILL, 98 FEET NORTHEAST OF A FENCE, AND ABOUT 3 FEET ABOVE THE
 DO0136'LEVEL OF THE HIGHWAY.
 DO0136
 DO0136                          STATION RECOVERY (2001)
 DO0136
 DO0136'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0136'MARK NOT FOUND.
 DO0136
 DO0136                          STATION RECOVERY (2005)
 DO0136
 DO0136'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0066 ***********************************************************************
 CT0066  DESIGNATION -  R 291
 CT0066  PID         -  CT0066
 CT0066  STATE/COUNTY-  TX/PALO PINTO
 CT0066  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0066
 CT0066                         *CURRENT SURVEY CONTROL
 CT0066  ___________________________________________________________________
 CT0066* NAD 83(1986)-  32 48 22.     (N)    098 06 43.     (W)     SCALED    
 CT0066* NAVD 88     -       267.496  (meters)     877.61   (feet)  ADJUSTED  
 CT0066  ___________________________________________________________________
 CT0066  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CT0066  DYNAMIC HT  -         267.169 (meters)     876.54  (feet)  COMP
 CT0066  MODELED GRAV-     979,407.6   (mgal)                       NAVD 88
 CT0066
 CT0066  VERT ORDER  -  SECOND    CLASS 0
 CT0066
 CT0066.The horizontal coordinates were scaled from a topographic map and have
 CT0066.an estimated accuracy of +/- 6 seconds.
 CT0066
 CT0066.The orthometric height was determined by differential leveling
 CT0066.and adjusted by the National Geodetic Survey in June 1991..
 CT0066
 CT0066.The geoid height was determined by GEOID03.
 CT0066
 CT0066.The dynamic height is computed by dividing the NAVD 88
 CT0066.geopotential number by the normal gravity value computed on the
 CT0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0066.degrees latitude (g = 980.6199 gals.).
 CT0066
 CT0066.The modeled gravity was interpolated from observed gravity values.
 CT0066
 CT0066;                    North         East    Units  Estimated Accuracy
 CT0066;SPC TXNC     - 2,126,420.      636,340.      MT  (+/- 180 meters Scaled)
 CT0066
 CT0066                          SUPERSEDED SURVEY CONTROL
 CT0066
 CT0066  NGVD 29 (??/??/92)  267.394  (m)          877.28   (f) ADJ UNCH    2 0
 CT0066
 CT0066.Superseded values are not recommended for survey control.
 CT0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0066.See file dsdata.txt to determine how the superseded data were derived.
 CT0066
 CT0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB831301(NAD 83)
 CT0066_MARKER: DB = BENCH MARK DISK
 CT0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0066_SP_SET: STEP
 CT0066_STAMPING: R 291 1934 877.275
 CT0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0066
 CT0066  HISTORY     - Date     Condition        Report By
 CT0066  HISTORY     - 1934     MONUMENTED       CGS
 CT0066  HISTORY     - 1961     GOOD             NGS
 CT0066  HISTORY     - 19980627 GOOD             USPSQD
 CT0066  HISTORY     - 20040327 GOOD             USPSQD
 CT0066
 CT0066                          STATION DESCRIPTION
 CT0066
 CT0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0066'0.3 MI S FROM MINERAL WELLS.
 CT0066'ABOUT 0.3 MILE SOUTH ALONG FIRST AVENUE FROM THE BAKER HOTEL AT
 CT0066'MINERAL WELLS, 0.2 FOOT ABOVE A BRICK PLATFORM AT THE SOUTH ENTRANCE
 CT0066'TO THE WAITING ROOM OF THE WEATHERFORD, MINERAL WELLS AND NORTHWESTERN
 CT0066'RAILROAD STATION, SET IN THE TOP OF THE EAST END OF THE FIRST STEP
 CT0066'LEADING TO THE WAITING ROOM, AND ABOUT LEVEL WITH THE TRACK.
 CT0066
 CT0066                          STATION RECOVERY (1998)
 CT0066
 CT0066'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0066'RECOVERED IN GOOD CONDITION.
 CT0066
 CT0066                          STATION RECOVERY (2004)
 CT0066
 CT0066'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1028 ***********************************************************************
 BZ1028  DESIGNATION -  R 292 RESET 1956
 BZ1028  PID         -  BZ1028
 BZ1028  STATE/COUNTY-  TX/BOSQUE
 BZ1028  USGS QUAD   -  MERIDIAN (1979)
 BZ1028
 BZ1028                         *CURRENT SURVEY CONTROL
 BZ1028  ___________________________________________________________________
 BZ1028* NAD 83(1986)-  31 57 59.     (N)    097 38 00.     (W)     SCALED    
 BZ1028* NAVD 88     -       272.33   (meters)     893.5    (feet)  RESET     
 BZ1028  ___________________________________________________________________
 BZ1028  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BZ1028
 BZ1028  VERT ORDER  -  THIRD
 BZ1028
 BZ1028.The horizontal coordinates were scaled from a topographic map and have
 BZ1028.an estimated accuracy of +/- 6 seconds.
 BZ1028
 BZ1028.The orthometric height was computed from unverified reset data.
 BZ1028
 BZ1028.The geoid height was determined by GEOID03.
 BZ1028
 BZ1028;                    North         East    Units  Estimated Accuracy
 BZ1028;SPC TX C     - 3,258,050.      955,210.      MT  (+/- 180 meters Scaled)
 BZ1028
 BZ1028                          SUPERSEDED SURVEY CONTROL
 BZ1028
 BZ1028.No superseded survey control is available for this station.
 BZ1028
 BZ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA291375(NAD 83)
 BZ1028_MARKER: DB = BENCH MARK DISK
 BZ1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ1028_SP_SET: BASE
 BZ1028_STAMPING: R 292 RESET 1956
 BZ1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1028
 BZ1028  HISTORY     - Date     Condition        Report By
 BZ1028  HISTORY     - 1956     MONUMENTED       SLSWRR
 BZ1028  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1028
 BZ1028                          STATION DESCRIPTION
 BZ1028
 BZ1028'DESCRIBED BY ST LOUIS SOUTHWESTERN RAILROAD 1956
 BZ1028'3.2 MI N FROM MERIDIAN.
 BZ1028'3.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ1028'STATION AT MERIDIAN, BOSQUE COUNTY, 0.8 MILE NORTH OF MILEPOST 283, AT
 BZ1028'SIGNAL 2832, IN THE TOP OF THE CONCRETE BASE, AND 10.8 FEET EAST OF
 BZ1028'THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED R 292
 BZ1028'RESET 1956.
 BZ1028
 BZ1028                          STATION RECOVERY (2001)
 BZ1028
 BZ1028'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2110 ***********************************************************************
 CS2110  DESIGNATION -  R 293
 CS2110  PID         -  CS2110
 CS2110  STATE/COUNTY-  TX/JOHNSON
 CS2110  USGS QUAD   -  ALVARADO (1978)
 CS2110
 CS2110                         *CURRENT SURVEY CONTROL
 CS2110  ___________________________________________________________________
 CS2110* NAD 83(1986)-  32 24 07.     (N)    097 12 50.     (W)     SCALED    
 CS2110* NAVD 88     -       221.826  (meters)     727.77   (feet)  ADJUSTED  
 CS2110  ___________________________________________________________________
 CS2110  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CS2110  DYNAMIC HT  -         221.561 (meters)     726.90  (feet)  COMP
 CS2110  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 CS2110
 CS2110  VERT ORDER  -  FIRST     CLASS II
 CS2110
 CS2110.The horizontal coordinates were scaled from a topographic map and have
 CS2110.an estimated accuracy of +/- 6 seconds.
 CS2110
 CS2110.The orthometric height was determined by differential leveling
 CS2110.and adjusted by the National Geodetic Survey in June 1991..
 CS2110
 CS2110.The geoid height was determined by GEOID03.
 CS2110
 CS2110.The dynamic height is computed by dividing the NAVD 88
 CS2110.geopotential number by the normal gravity value computed on the
 CS2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2110.degrees latitude (g = 980.6199 gals.).
 CS2110
 CS2110.The modeled gravity was interpolated from observed gravity values.
 CS2110
 CS2110;                    North         East    Units  Estimated Accuracy
 CS2110;SPC TXNC     - 2,082,280.      720,990.      MT  (+/- 180 meters Scaled)
 CS2110
 CS2110                          SUPERSEDED SURVEY CONTROL
 CS2110
 CS2110  NGVD 29 (??/??/92)  221.799  (m)          727.69   (f) ADJ UNCH    1 2
 CS2110
 CS2110.Superseded values are not recommended for survey control.
 CS2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2110.See file dsdata.txt to determine how the superseded data were derived.
 CS2110
 CS2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA679863(NAD 83)
 CS2110_MARKER: DB = BENCH MARK DISK
 CS2110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2110_SP_SET: ABUTMENT
 CS2110_STAMPING: R 293 1934
 CS2110_MARK LOGO: CGS   
 CS2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2110
 CS2110  HISTORY     - Date     Condition        Report By
 CS2110  HISTORY     - 1934     MONUMENTED       CGS
 CS2110  HISTORY     - 1965     MARK NOT FOUND   NGS
 CS2110  HISTORY     - 1983     GOOD             NGS
 CS2110  HISTORY     - 19910413 GOOD             USPSQD
 CS2110  HISTORY     - 19940324 GOOD             USPSQD
 CS2110  HISTORY     - 19990608 GOOD             USPSQD
 CS2110
 CS2110                          STATION DESCRIPTION
 CS2110
 CS2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2110'0.3 MI W FROM ALVARADO.
 CS2110'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS2110'STATION AT ALVARADO, JOHNSON COUNTY, 0.1 MILE EAST OF THE U. S.
 CS2110'HIGHWAY UNDERPASS, 100 YARDS EAST OF MILEPOST 12, AT BRIDGE 12 A, AND
 CS2110'IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE ABUTMENT.  A STANDARD
 CS2110'DISK, STAMPED 727.715 R 293 1934.  NOTE-- IT WAS REPORTED THE RAIL
 CS2110'ROAD TRACKS HAVE BEEN CHANGED AT THE SITE OF BENCH MARK AND THE OLD
 CS2110'BRIDGES WERE DESTROYED.  IT IS SUGGESTED THIS MARK SHOULD BE
 CS2110'CONSIDERED AS LOST.  ALSO THIS SHOULD APPLY TO BENCH MARK 12 A (G.C.
 CS2110'AND S. F. RY.) AS IT WAS IN THE SOUTHWEST CORNER OF THE BRIDGE
 CS2110'CONCRETE ABUTMENT.
 CS2110
 CS2110                          STATION RECOVERY (1983)
 CS2110
 CS2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2110'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1 MI)
 CS2110'EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE MISSOURI, KANSAS
 CS2110'AND TEXAS RAILROAD IN GRANDVIEW, THENCE 15.6 KM (9.7 MI) NORTHERLY
 CS2110'ALONG U.S. HIGHWAY 81, THENCE 0.8 KM (0.5 MI) EAST ALONG THE SANTA FE
 CS2110'RAILROAD, IN THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A BOX
 CS2110'CULVERT, 3.4 METERS (11.2 FT) SOUTH OF THE NEAR RAIL AND 0.3 METER
 CS2110'(1.0 FT) WEST OF THE EAST END OF THE HEADWALL.
 CS2110'THE MARK IS 0.6 M BELOW THE TRACKS.
 CS2110
 CS2110                          STATION RECOVERY (1991)
 CS2110
 CS2110'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS2110'RECOVERED IN GOOD CONDITION.
 CS2110
 CS2110                          STATION RECOVERY (1994)
 CS2110
 CS2110'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2110'RECOVERED IN GOOD CONDITION.
 CS2110
 CS2110                          STATION RECOVERY (1999)
 CS2110
 CS2110'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0547 ***********************************************************************
 DM0547  DESIGNATION -  R 294
 DM0547  PID         -  DM0547
 DM0547  STATE/COUNTY-  TX/FANNIN
 DM0547  USGS QUAD   -  HONEY GROVE (1984)
 DM0547
 DM0547                         *CURRENT SURVEY CONTROL
 DM0547  ___________________________________________________________________
 DM0547* NAD 83(1986)-  33 34 54.     (N)    095 54 31.     (W)     SCALED    
 DM0547* NAVD 88     -       207.115  (meters)     679.51   (feet)  ADJUSTED  
 DM0547  ___________________________________________________________________
 DM0547  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DM0547  DYNAMIC HT  -         206.894 (meters)     678.78  (feet)  COMP
 DM0547  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DM0547
 DM0547  VERT ORDER  -  SECOND    CLASS 0
 DM0547
 DM0547.The horizontal coordinates were scaled from a topographic map and have
 DM0547.an estimated accuracy of +/- 6 seconds.
 DM0547
 DM0547.The orthometric height was determined by differential leveling
 DM0547.and adjusted by the National Geodetic Survey in June 1991..
 DM0547
 DM0547.The geoid height was determined by GEOID03.
 DM0547
 DM0547.The dynamic height is computed by dividing the NAVD 88
 DM0547.geopotential number by the normal gravity value computed on the
 DM0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0547.degrees latitude (g = 980.6199 gals.).
 DM0547
 DM0547.The modeled gravity was interpolated from observed gravity values.
 DM0547
 DM0547;                    North         East    Units  Estimated Accuracy
 DM0547;SPC TXNC     - 2,215,330.      840,530.      MT  (+/- 180 meters Scaled)
 DM0547
 DM0547                          SUPERSEDED SURVEY CONTROL
 DM0547
 DM0547  NGVD 29 (??/??/92)  207.099  (m)          679.46   (f) ADJ UNCH    2 0
 DM0547
 DM0547.Superseded values are not recommended for survey control.
 DM0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0547.See file dsdata.txt to determine how the superseded data were derived.
 DM0547
 DM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT300195(NAD 83)
 DM0547_MARKER: DB = BENCH MARK DISK
 DM0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0547_SP_SET: FOUNDATION
 DM0547_STAMPING: R 294 1934
 DM0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM0547+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2002
 DM0547
 DM0547  HISTORY     - Date     Condition        Report By
 DM0547  HISTORY     - 1934     MONUMENTED       CGS
 DM0547  HISTORY     - 1944     GOOD             NGS
 DM0547  HISTORY     - 19940402 GOOD             USPSQD
 DM0547  HISTORY     - 20020901 GOOD             INDIV
 DM0547
 DM0547                          STATION DESCRIPTION
 DM0547
 DM0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0547'IN HONEY GROVE.
 DM0547'DISK SET HORIZONTALLY ON TOP STEP OF N ENTRANCE TO POST OFFICE
 DM0547'BUILDING.  9 FEET W OF THE MAIN DOOR.
 DM0547
 DM0547                          STATION RECOVERY (1944)
 DM0547
 DM0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DM0547'RECOVERED IN GOOD CONDITION.
 DM0547
 DM0547                          STATION RECOVERY (1994)
 DM0547
 DM0547'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0547'RECOVERED IN GOOD CONDITION.
 DM0547
 DM0547                          STATION RECOVERY (2002)
 DM0547
 DM0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DM0547'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0065 ***********************************************************************
 DN0065  DESIGNATION -  R 295
 DN0065  PID         -  DN0065
 DN0065  STATE/COUNTY-  TX/FANNIN
 DN0065  USGS QUAD   -  BONHAM (1984)
 DN0065
 DN0065                         *CURRENT SURVEY CONTROL
 DN0065  ___________________________________________________________________
 DN0065* NAD 83(1986)-  33 34 41.     (N)    096 10 37.     (W)     SCALED    
 DN0065* NAVD 88     -       184.485  (meters)     605.26   (feet)  ADJUSTED  
 DN0065  ___________________________________________________________________
 DN0065  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DN0065  DYNAMIC HT  -         184.288 (meters)     604.62  (feet)  COMP
 DN0065  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 DN0065
 DN0065  VERT ORDER  -  SECOND    CLASS 0
 DN0065
 DN0065.The horizontal coordinates were scaled from a topographic map and have
 DN0065.an estimated accuracy of +/- 6 seconds.
 DN0065
 DN0065.The orthometric height was determined by differential leveling
 DN0065.and adjusted by the National Geodetic Survey in June 1991..
 DN0065
 DN0065.The geoid height was determined by GEOID03.
 DN0065
 DN0065.The dynamic height is computed by dividing the NAVD 88
 DN0065.geopotential number by the normal gravity value computed on the
 DN0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0065.degrees latitude (g = 980.6199 gals.).
 DN0065
 DN0065.The modeled gravity was interpolated from observed gravity values.
 DN0065
 DN0065;                    North         East    Units  Estimated Accuracy
 DN0065;SPC TXNC     - 2,214,340.      815,630.      MT  (+/- 180 meters Scaled)
 DN0065
 DN0065                          SUPERSEDED SURVEY CONTROL
 DN0065
 DN0065  NGVD 29 (??/??/92)  184.481  (m)          605.25   (f) ADJ UNCH    2 0
 DN0065
 DN0065.Superseded values are not recommended for survey control.
 DN0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0065.See file dsdata.txt to determine how the superseded data were derived.
 DN0065
 DN0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC620189(NAD 83)
 DN0065_MARKER: DB = BENCH MARK DISK
 DN0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0065_SP_SET: FOUNDATION
 DN0065_STAMPING: R 295 1934
 DN0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0065+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 DN0065
 DN0065  HISTORY     - Date     Condition        Report By
 DN0065  HISTORY     - 1934     MONUMENTED       CGS
 DN0065  HISTORY     - 19940413 GOOD             USPSQD
 DN0065  HISTORY     - 20020801 GOOD             INDIV
 DN0065
 DN0065                          STATION DESCRIPTION
 DN0065
 DN0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0065'IN BONHAM.
 DN0065'DISK SET HORIZONTALLY IN THE SW PIER OF THE CITY WATER TOWER JUST E OF
 DN0065'THE CITY SQUARE..
 DN0065
 DN0065                          STATION RECOVERY (1994)
 DN0065
 DN0065'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0065'RECOVERED IN GOOD CONDITION.
 DN0065
 DN0065                          STATION RECOVERY (2002)
 DN0065
 DN0065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0065'RECOVERED AS DESCRIBED AND DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0141 ***********************************************************************
 CR0141  DESIGNATION -  R 296
 CR0141  PID         -  CR0141
 CR0141  STATE/COUNTY-  TX/RUSK
 CR0141  USGS QUAD   -  HENDERSON (1973)
 CR0141
 CR0141                         *CURRENT SURVEY CONTROL
 CR0141  ___________________________________________________________________
 CR0141* NAD 83(1986)-  32 09 13.     (N)    094 48 00.     (W)     SCALED    
 CR0141* NAVD 88     -       156.122  (meters)     512.21   (feet)  ADJUSTED  
 CR0141  ___________________________________________________________________
 CR0141  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR0141  DYNAMIC HT  -         155.938 (meters)     511.61  (feet)  COMP
 CR0141  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 CR0141
 CR0141  VERT ORDER  -  SECOND    CLASS 0
 CR0141
 CR0141.The horizontal coordinates were scaled from a topographic map and have
 CR0141.an estimated accuracy of +/- 6 seconds.
 CR0141
 CR0141.The orthometric height was determined by differential leveling
 CR0141.and adjusted by the National Geodetic Survey in June 1991..
 CR0141
 CR0141.The geoid height was determined by GEOID03.
 CR0141
 CR0141.The dynamic height is computed by dividing the NAVD 88
 CR0141.geopotential number by the normal gravity value computed on the
 CR0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0141.degrees latitude (g = 980.6199 gals.).
 CR0141
 CR0141.The modeled gravity was interpolated from observed gravity values.
 CR0141
 CR0141;                    North         East    Units  Estimated Accuracy
 CR0141;SPC TXNC     - 2,060,150.      948,970.      MT  (+/- 180 meters Scaled)
 CR0141
 CR0141                          SUPERSEDED SURVEY CONTROL
 CR0141
 CR0141  NGVD 29 (??/??/92)  156.138  (m)          512.26   (f) ADJ UNCH    2 0
 CR0141
 CR0141.Superseded values are not recommended for survey control.
 CR0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0141.See file dsdata.txt to determine how the superseded data were derived.
 CR0141
 CR0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR302588(NAD 83)
 CR0141_MARKER: DB = BENCH MARK DISK
 CR0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0141_SP_SET: PIER
 CR0141_STAMPING: R 296 1934
 CR0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0141
 CR0141  HISTORY     - Date     Condition        Report By
 CR0141  HISTORY     - 1934     MONUMENTED       CGS
 CR0141  HISTORY     - 1938     GOOD             NGS
 CR0141  HISTORY     - 1990     GOOD             USPSQD
 CR0141  HISTORY     - 20050517 GOOD             USPSQD
 CR0141
 CR0141                          STATION DESCRIPTION
 CR0141
 CR0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0141'IN HENDERSON.
 CR0141'AT HENDERSON, RUSK COUNTY, AT THE CITY WATERWORKS, AT THE SOUTHWEST
 CR0141'ONE OF TWO LARGE WATER TOWERS, IN THE TOP OF THE SOUTH CORNER OF THE
 CR0141'SOUTH CONCRETE PIER, AND ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD
 CR0141'DISK, STAMPED R 296 1934.
 CR0141
 CR0141                          STATION RECOVERY (1990)
 CR0141
 CR0141'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CR0141'RECOVERED IN GOOD CONDITION.
 CR0141
 CR0141                          STATION RECOVERY (2005)
 CR0141
 CR0141'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CR0141'MARKER IS LOCATED IN THE PIER UNDER TANK DESCRIBED IN PID CR1159.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1320 ***********************************************************************
 BY1320  DESIGNATION -  R 297 RESET 1940
 BY1320  PID         -  BY1320
 BY1320  STATE/COUNTY-  TX/CHEROKEE
 BY1320  USGS QUAD   -  RUSK (1973)
 BY1320
 BY1320                         *CURRENT SURVEY CONTROL
 BY1320  ___________________________________________________________________
 BY1320* NAD 83(1986)-  31 47 43.     (N)    095 08 59.     (W)     SCALED    
 BY1320* NAVD 88     -       157.37   (+/-2cm)     516.3    (feet)  VERTCON   
 BY1320  ___________________________________________________________________
 BY1320  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY1320
 BY1320  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1320
 BY1320.The horizontal coordinates were scaled from a topographic map and have
 BY1320.an estimated accuracy of +/- 6 seconds.
 BY1320
 BY1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1320.The vertical order pertains to the NGVD 29 superseded value.
 BY1320
 BY1320.The geoid height was determined by GEOID03.
 BY1320
 BY1320;                    North         East    Units  Estimated Accuracy
 BY1320;SPC TX C     - 3,247,410.    1,190,710.      MT  (+/- 180 meters Scaled)
 BY1320
 BY1320                          SUPERSEDED SURVEY CONTROL
 BY1320
 BY1320  NGVD 29 (??/??/92)  157.380  (m)          516.34   (f) ADJ UNCH    1 2
 BY1320
 BY1320.Superseded values are not recommended for survey control.
 BY1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1320.See file dsdata.txt to determine how the superseded data were derived.
 BY1320
 BY1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR964197(NAD 83)
 BY1320_MARKER: DB = BENCH MARK DISK
 BY1320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1320_SP_SET: BUILDING
 BY1320_STAMPING: R 297 RESET 1940
 BY1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY1320+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 BY1320
 BY1320  HISTORY     - Date     Condition        Report By
 BY1320  HISTORY     - 1940     MONUMENTED       CGS
 BY1320  HISTORY     - 1952     GOOD             NGS
 BY1320  HISTORY     - 19960420 GOOD             USPSQD
 BY1320  HISTORY     - 20040216 GOOD             USPSQD
 BY1320
 BY1320                          STATION DESCRIPTION
 BY1320
 BY1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1320'IN RUSK.
 BY1320'AT RUSK, SET VERTICALLY IN THE SOUTH STONE FACE OF THE COURTHOUSE,
 BY1320'19.3 FEET WEST OF THE WEST EDGE OF THE SOUTH DOOR OF THE MAIN ENTRANCE
 BY1320'TO THE COURTHOUSE, 8.4 FEET EAST OF THE CENTER OF THE WEST DOOR OF THE
 BY1320'ENTRANCE TO THE BASEMENT ON THE SOUTH SIDE OF THE COURTHOUSE, 2.7 FEET
 BY1320'ABOVE THE GROUND.
 BY1320
 BY1320                          STATION RECOVERY (1996)
 BY1320
 BY1320'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1320'RECOVERED IN GOOD CONDITION.
 BY1320
 BY1320                          STATION RECOVERY (2004)
 BY1320
 BY1320'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1005 ***********************************************************************
 BY1005  DESIGNATION -  R 298
 BY1005  PID         -  BY1005
 BY1005  STATE/COUNTY-  TX/ANGELINA
 BY1005  USGS QUAD   -  LUFKIN (1980)
 BY1005
 BY1005                         *CURRENT SURVEY CONTROL
 BY1005  ___________________________________________________________________
 BY1005* NAD 83(1986)-  31 22 06.     (N)    094 42 52.     (W)     SCALED    
 BY1005* NAVD 88     -        90.25   (+/-2cm)     296.1    (feet)  VERTCON   
 BY1005  ___________________________________________________________________
 BY1005  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY1005
 BY1005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1005
 BY1005.The horizontal coordinates were scaled from a topographic map and have
 BY1005.an estimated accuracy of +/- 6 seconds.
 BY1005
 BY1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1005.The vertical order pertains to the NGVD 29 superseded value.
 BY1005
 BY1005.The geoid height was determined by GEOID03.
 BY1005
 BY1005;                    North         East    Units  Estimated Accuracy
 BY1005;SPC TX C     - 3,202,140.    1,234,280.      MT  (+/- 180 meters Scaled)
 BY1005
 BY1005                          SUPERSEDED SURVEY CONTROL
 BY1005
 BY1005  NGVD 29 (??/??/92)   90.307  (m)          296.28   (f) ADJ UNCH    2 0
 BY1005
 BY1005.Superseded values are not recommended for survey control.
 BY1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1005.See file dsdata.txt to determine how the superseded data were derived.
 BY1005
 BY1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ369716(NAD 83)
 BY1005_MARKER: DB = BENCH MARK DISK
 BY1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1005_STAMPING: R 298 1934
 BY1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1005+STABILITY: SURFACE MOTION
 BY1005
 BY1005  HISTORY     - Date     Condition        Report By
 BY1005  HISTORY     - 1934     MONUMENTED       CGS
 BY1005
 BY1005                          STATION DESCRIPTION
 BY1005
 BY1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1005'IN PROSSER.
 BY1005'AT PROSSER, ANGELINA COUNTY, ON THE SOUTHERN PACIFIC LINES, 120 YARDS
 BY1005'NORTH OF THE CROSSING OF THE ANGELINA AND NECHES RIVER RAILROAD, 60
 BY1005'FEET SOUTHWEST OF THE STATION SIGN, AND 72 FEET WEST OF THE CENTERLINE
 BY1005'OF THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 BY1005'BENCH MARK IS 0.5 MILE WEST OF THE ANGELINA AND NECHES RIVER RAILROAD
 BY1005'MILEPOST 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0279 ***********************************************************************
 AZ0279  DESIGNATION -  R 30
 AZ0279  PID         -  AZ0279
 AZ0279  STATE/COUNTY-  TX/VAL VERDE
 AZ0279  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0279
 AZ0279                         *CURRENT SURVEY CONTROL
 AZ0279  ___________________________________________________________________
 AZ0279* NAD 83(1986)-  29 29 41.     (N)    101 01 36.     (W)     SCALED    
 AZ0279* NAVD 88     -       301.820  (meters)     990.22   (feet)  POSTED    
 AZ0279  ___________________________________________________________________
 AZ0279  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0279  DYNAMIC HT  -         301.380 (meters)     988.78  (feet)  COMP
 AZ0279  MODELED GRAV-     979,179.5   (mgal)                       NAVD 88
 AZ0279
 AZ0279  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AZ0279
 AZ0279.The horizontal coordinates were scaled from a topographic map and have
 AZ0279.an estimated accuracy of +/- 6 seconds.
 AZ0279
 AZ0279.The orthometric height was determined by differential leveling
 AZ0279.and adjusted by the National Geodetic Survey in 1992..
 AZ0279.No vertical observational check was made to the station.
 AZ0279.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AZ0279.was located on a no-check spur therefore a value was not computed.
 AZ0279
 AZ0279.The geoid height was determined by GEOID03.
 AZ0279
 AZ0279.The dynamic height is computed by dividing the NAVD 88
 AZ0279.geopotential number by the normal gravity value computed on the
 AZ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0279.degrees latitude (g = 980.6199 gals.).
 AZ0279
 AZ0279.The modeled gravity was interpolated from observed gravity values.
 AZ0279
 AZ0279;                    North         East    Units  Estimated Accuracy
 AZ0279;SPC TXSC     - 4,185,830.      403,510.      MT  (+/- 180 meters Scaled)
 AZ0279
 AZ0279                          SUPERSEDED SURVEY CONTROL
 AZ0279
 AZ0279  NGVD 29 (??/??/92)  301.748  (m)          989.98   (f) ADJ UNCH    1 2
 AZ0279
 AZ0279.Superseded values are not recommended for survey control.
 AZ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0279.See file dsdata.txt to determine how the superseded data were derived.
 AZ0279
 AZ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT035645(NAD 83)
 AZ0279_MARKER: DB = BENCH MARK DISK
 AZ0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0279_SP_SET: ABUTMENT
 AZ0279_STAMPING: R 30 1917 ELEV. 990.38 FT
 AZ0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0279
 AZ0279  HISTORY     - Date     Condition        Report By
 AZ0279  HISTORY     - 1917     MONUMENTED       CGS
 AZ0279  HISTORY     - 1958     GOOD             NGS
 AZ0279  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0279
 AZ0279                          STATION DESCRIPTION
 AZ0279
 AZ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0279'18.0 MI SE FROM COMSTOCK.
 AZ0279'ABOUT 16.2 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0279'FROM THE STATION AT COMSTOCK, THENCE 1.0 MILE EAST ALONG A DIRT ROAD,
 AZ0279'THENCE 0.8 MILE SOUTH ALONG THE OLD RAILROAD GRADE, IN THE TOP OF THE
 AZ0279'NORTH END OF THE EAST CONCRETE ABUTMENT OF THE CASTLE CANYON BRIDGE
 AZ0279'WHICH HAS BEEN DESTROYED, AND 12 FEET NORTH OF THE CENTER LINE OF THE
 AZ0279'OLD GRADE.  NOTE-- AREA UNDER WATER.
 AZ0279
 AZ0279                          STATION RECOVERY (1972)
 AZ0279
 AZ0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0284 ***********************************************************************
 EM0284  DESIGNATION -  R 30 USGS
 EM0284  PID         -  EM0284
 EM0284  STATE/COUNTY-  TX/WILBARGER
 EM0284  USGS QUAD   -  VERNON (1983)
 EM0284
 EM0284                         *CURRENT SURVEY CONTROL
 EM0284  ___________________________________________________________________
 EM0284* NAD 83(1986)-  34 10 12.     (N)    099 19 06.     (W)     SCALED    
 EM0284* NAVD 88     -       365.379  (meters)    1198.75   (feet)  ADJUSTED  
 EM0284  ___________________________________________________________________
 EM0284  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0284  DYNAMIC HT  -         364.968 (meters)    1197.40  (feet)  COMP
 EM0284  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 EM0284
 EM0284  VERT ORDER  -  FIRST     CLASS II
 EM0284
 EM0284.The horizontal coordinates were scaled from a topographic map and have
 EM0284.an estimated accuracy of +/- 6 seconds.
 EM0284
 EM0284.The orthometric height was determined by differential leveling
 EM0284.and adjusted by the National Geodetic Survey in June 1991..
 EM0284
 EM0284.The geoid height was determined by GEOID03.
 EM0284
 EM0284.The dynamic height is computed by dividing the NAVD 88
 EM0284.geopotential number by the normal gravity value computed on the
 EM0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0284.degrees latitude (g = 980.6199 gals.).
 EM0284
 EM0284.The modeled gravity was interpolated from observed gravity values.
 EM0284
 EM0284;                    North         East    Units  Estimated Accuracy
 EM0284;SPC TXNC     - 2,277,910.      524,550.      MT  (+/- 180 meters Scaled)
 EM0284
 EM0284                          SUPERSEDED SURVEY CONTROL
 EM0284
 EM0284  NGVD 29 (??/??/92)  365.246  (m)         1198.31   (f) ADJ UNCH    1 2
 EM0284
 EM0284.Superseded values are not recommended for survey control.
 EM0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0284.See file dsdata.txt to determine how the superseded data were derived.
 EM0284
 EM0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC706810(NAD 83)
 EM0284_MARKER: DD = SURVEY DISK
 EM0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0284_STAMPING: 1198.311 R 30 TEX 1925
 EM0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0284+STABILITY: SURFACE MOTION
 EM0284
 EM0284  HISTORY     - Date     Condition        Report By
 EM0284  HISTORY     - 1925     MONUMENTED       USGS
 EM0284  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0284
 EM0284                          STATION DESCRIPTION
 EM0284
 EM0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0284'2.1 MI NW FROM VERNON.
 EM0284'2.1 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0284'VERNON, WILBARGER COUNTY, AT MILEAGE 165.4, AT THE SOUTHEAST CORNER OF
 EM0284'A HIGHWAY CROSSING, AND 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 EM0284'A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1198.311 R 30 TEX
 EM0284'1925 AND SET IN  THE TOP OF A MARBLE POST.  NOTE-- AN OVER PASS HAS
 EM0284'BEEN BUILT OVER THE RAILROAD AT FORMER SITE OF MARK SO IT WAS PROBABLY
 EM0284'DESTROYED WHEN THIS WAS DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2136 ***********************************************************************
 BY2136  DESIGNATION -  R 300 RESET 1958
 BY2136  PID         -  BY2136
 BY2136  STATE/COUNTY-  TX/FREESTONE
 BY2136  USGS QUAD   -  LONG LAKE (1964)
 BY2136
 BY2136                         *CURRENT SURVEY CONTROL
 BY2136  ___________________________________________________________________
 BY2136* NAD 83(1986)-  31 38 51.     (N)    095 49 50.     (W)     SCALED    
 BY2136* NAVD 88     -        76.07   (+/-2cm)     249.6    (feet)  VERTCON   
 BY2136  ___________________________________________________________________
 BY2136  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BY2136
 BY2136  VERT ORDER  -  THIRD (See Below)
 BY2136
 BY2136.The horizontal coordinates were scaled from a topographic map and have
 BY2136.an estimated accuracy of +/- 6 seconds.
 BY2136
 BY2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2136.The vertical order pertains to the NGVD 29 superseded value.
 BY2136
 BY2136.The geoid height was determined by GEOID03.
 BY2136
 BY2136;                    North         East    Units  Estimated Accuracy
 BY2136;SPC TX C     - 3,228,230.    1,126,960.      MT  (+/- 180 meters Scaled)
 BY2136
 BY2136                          SUPERSEDED SURVEY CONTROL
 BY2136
 BY2136  NGVD 29 (??/??/??)   76.05   (m)          249.5    (f) RESET       3  
 BY2136
 BY2136.Superseded values are not recommended for survey control.
 BY2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2136.See file dsdata.txt to determine how the superseded data were derived.
 BY2136
 BY2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR315048(NAD 83)
 BY2136_MARKER: DB = BENCH MARK DISK
 BY2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2136_STAMPING: R 300 RESET 1958
 BY2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2136+STABILITY: SURFACE MOTION
 BY2136
 BY2136  HISTORY     - Date     Condition        Report By
 BY2136  HISTORY     - 1958     MONUMENTED       CGS
 BY2136  HISTORY     - 1980     GOOD             NGS
 BY2136
 BY2136                          STATION DESCRIPTION
 BY2136
 BY2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2136'19.9 MI SE FROM FAIRFIELD.
 BY2136'19.9 MILES SOUTHEAST OF THE COURT HOUSE IN FAIRFIELD, ALONG U.S.
 BY2136'HIGHWAY NO. 84, 1.6 MILES WEST ALONG HIGHWAY NO. 84 FROM THE JUNCTION
 BY2136'WITH U.S. HIGHWAY NO. 79, ABOUT 78 FEET NORTH OF THE CENTERLINE OF THE
 BY2136'HIGHWAY AND HIGHWAY SURVEY STA. NO. 2168+67, IT IS 3 FEET WEST OF A
 BY2136'POWER POLE, ABOUT 75 FEET EAST OF A FIELD ROAD AND 0.1 MILE EAST OF A
 BY2136'STORE ON THE SOUTH SIDE OF THE HIGHWAY.  A STANDARD DISK STAMPED R 300
 BY2136'RESET 1958 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 BY2136
 BY2136                          STATION RECOVERY (1980)
 BY2136
 BY2136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2136'NOTE-NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0655 ***********************************************************************
 BY0655  DESIGNATION -  R 301
 BY0655  PID         -  BY0655
 BY0655  STATE/COUNTY-  TX/CHEROKEE
 BY0655  USGS QUAD   -  WELLS (1980)
 BY0655
 BY0655                         *CURRENT SURVEY CONTROL
 BY0655  ___________________________________________________________________
 BY0655* NAD 83(1986)-  31 28 49.     (N)    094 58 12.     (W)     SCALED    
 BY0655* NAVD 88     -        90.04   (+/-2cm)     295.4    (feet)  VERTCON   
 BY0655  ___________________________________________________________________
 BY0655  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY0655
 BY0655  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0655
 BY0655.The horizontal coordinates were scaled from a topographic map and have
 BY0655.an estimated accuracy of +/- 6 seconds.
 BY0655
 BY0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0655.The vertical order pertains to the NGVD 29 superseded value.
 BY0655
 BY0655.The geoid height was determined by GEOID03.
 BY0655
 BY0655;                    North         East    Units  Estimated Accuracy
 BY0655;SPC TX C     - 3,213,330.    1,209,400.      MT  (+/- 180 meters Scaled)
 BY0655
 BY0655                          SUPERSEDED SURVEY CONTROL
 BY0655
 BY0655  NGVD 29 (??/??/92)   90.090  (m)          295.57   (f) ADJ UNCH    2 0
 BY0655
 BY0655.Superseded values are not recommended for survey control.
 BY0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0655.See file dsdata.txt to determine how the superseded data were derived.
 BY0655
 BY0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ128845(NAD 83)
 BY0655_MARKER: DB = BENCH MARK DISK
 BY0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0655_STAMPING: R 301 1935
 BY0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0655+STABILITY: SURFACE MOTION
 BY0655
 BY0655  HISTORY     - Date     Condition        Report By
 BY0655  HISTORY     - 1935     MONUMENTED       CGS
 BY0655  HISTORY     - 1938     GOOD             NGS
 BY0655
 BY0655                          STATION DESCRIPTION
 BY0655
 BY0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY0655'1.9 MI W FROM WELLS.
 BY0655'1.9 MILES WEST ALONG THE WELLS-RATCLIFF ROAD FROM THE WATER TOWER AT
 BY0655'WELLS, CHEROKEE COUNTY, AT THE L.L. SIMPSON FARMHOUSE, 40 YARDS
 BY0655'NORTHWEST OF THE NORTHWEST CORNER OF THE FRAME HOUSE, 15 FEET
 BY0655'NORTHEAST OF THE CENTER OF THE GATE, 33 FEET SOUTHEAST OF THE
 BY0655'CENTERLINE OF THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD
 BY0655'DISK, STAMPED R 301 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1904 ***********************************************************************
 BK1904  DESIGNATION -  R 302
 BK1904  PID         -  BK1904
 BK1904  STATE/COUNTY-  TX/JASPER
 BK1904  USGS QUAD   -  JAMESTOWN (1984)
 BK1904
 BK1904                         *CURRENT SURVEY CONTROL
 BK1904  ___________________________________________________________________
 BK1904* NAD 83(1986)-  30 58 39.     (N)    093 51 12.     (W)     SCALED    
 BK1904* NAVD 88     -        89.31   (+/-2cm)     293.0    (feet)  VERTCON   
 BK1904  ___________________________________________________________________
 BK1904  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BK1904
 BK1904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1904
 BK1904.The horizontal coordinates were scaled from a topographic map and have
 BK1904.an estimated accuracy of +/- 6 seconds.
 BK1904
 BK1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1904.The vertical order pertains to the NGVD 29 superseded value.
 BK1904
 BK1904.The geoid height was determined by GEOID03.
 BK1904
 BK1904;                    North         East    Units  Estimated Accuracy
 BK1904;SPC TX C     - 3,163,330.    1,318,590.      MT  (+/- 180 meters Scaled)
 BK1904
 BK1904                          SUPERSEDED SURVEY CONTROL
 BK1904
 BK1904  NGVD 29 (??/??/??)   89.322  (m)          293.05   (f) ADJUSTED    2 0
 BK1904
 BK1904.Superseded values are not recommended for survey control.
 BK1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1904.See file dsdata.txt to determine how the superseded data were derived.
 BK1904
 BK1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ185274(NAD 83)
 BK1904_MARKER: DB = BENCH MARK DISK
 BK1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1904_STAMPING: R 302 1935
 BK1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1904+STABILITY: SURFACE MOTION
 BK1904
 BK1904  HISTORY     - Date     Condition        Report By
 BK1904  HISTORY     - 1935     MONUMENTED       CGS
 BK1904  HISTORY     - 1954     GOOD             CGS
 BK1904
 BK1904                          STATION DESCRIPTION
 BK1904
 BK1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BK1904'8.7 MI NE FROM JASPER.
 BK1904'8.7 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE COUNTY COURTHOUSE
 BK1904'AT JASPER, JASPER COUNTY, 2.6 MILES WEST OF A COUNTY SCHOOL, AT THE
 BK1904'TOP OF A SMALL HILL, BETWEEN TWO CURVES, AND 43 FEET NORTHWEST OF THE
 BK1904'CENTERLINE OF A FOREST ROAD.  A STANDARD DISK, STAMPED R 302 1935 AND
 BK1904'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0620 ***********************************************************************
 BY0620  DESIGNATION -  R 303
 BY0620  PID         -  BY0620
 BY0620  STATE/COUNTY-  TX/ANGELINA
 BY0620  USGS QUAD   -  ZAVALLA (1984)
 BY0620
 BY0620                         *CURRENT SURVEY CONTROL
 BY0620  ___________________________________________________________________
 BY0620* NAD 83(1986)-  31 10 04.     (N)    094 25 41.     (W)     SCALED    
 BY0620* NAVD 88     -        72.16   (+/-2cm)     236.7    (feet)  VERTCON   
 BY0620  ___________________________________________________________________
 BY0620  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY0620
 BY0620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0620
 BY0620.The horizontal coordinates were scaled from a topographic map and have
 BY0620.an estimated accuracy of +/- 6 seconds.
 BY0620
 BY0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0620.The vertical order pertains to the NGVD 29 superseded value.
 BY0620
 BY0620.The geoid height was determined by GEOID03.
 BY0620
 BY0620;                    North         East    Units  Estimated Accuracy
 BY0620;SPC TX C     - 3,181,340.    1,262,660.      MT  (+/- 180 meters Scaled)
 BY0620
 BY0620                          SUPERSEDED SURVEY CONTROL
 BY0620
 BY0620  NGVD 29 (??/??/92)   72.180  (m)          236.81   (f) ADJ UNCH    2 0
 BY0620
 BY0620.Superseded values are not recommended for survey control.
 BY0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0620.See file dsdata.txt to determine how the superseded data were derived.
 BY0620
 BY0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ639490(NAD 83)
 BY0620_MARKER: DB = BENCH MARK DISK
 BY0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0620_STAMPING: R 303 1934
 BY0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0620+STABILITY: SURFACE MOTION
 BY0620
 BY0620  HISTORY     - Date     Condition        Report By
 BY0620  HISTORY     - 1934     MONUMENTED       CGS
 BY0620  HISTORY     - 1949     GOOD             NGS
 BY0620  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0620
 BY0620                          STATION DESCRIPTION
 BY0620
 BY0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0620'0.6 MI N FROM ZAVALLA.
 BY0620'0.6 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0620'STATION AT ZAVALLA, AT A CROSS ROAD, 70.0 FEET EAST OF THE
 BY0620'INTERSECTION OF THE CENTER LINES OF THE TRACK AND THE ROAD CROSSING,
 BY0620'44.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 19.0 FEET SOUTHWEST OF THE
 BY0620'CENTER LINE OF THE ROAD, 1.0 FOOT NORTHEAST OF A REFERENCE POST, AND
 BY0620'SET IN THE TOP OF A CONCRETE POST 0.2 FOOT BELOW THE GROUND.
 BY0620
 BY0620                          STATION RECOVERY (1979)
 BY0620
 BY0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0285 ***********************************************************************
 BL0285  DESIGNATION -  R 304
 BL0285  PID         -  BL0285
 BL0285  STATE/COUNTY-  TX/HARDIN
 BL0285  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0285
 BL0285                         *CURRENT SURVEY CONTROL
 BL0285  ___________________________________________________________________
 BL0285* NAD 83(1986)-  30 27 25.     (N)    094 23 18.     (W)     SCALED    
 BL0285* NAVD 88     -        32.83   (+/-2cm)     107.7    (feet)  VERTCON   
 BL0285  ___________________________________________________________________
 BL0285  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL0285
 BL0285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0285
 BL0285.The horizontal coordinates were scaled from a topographic map and have
 BL0285.an estimated accuracy of +/- 6 seconds.
 BL0285
 BL0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0285.The vertical order pertains to the NGVD 29 superseded value.
 BL0285
 BL0285.The geoid height was determined by GEOID03.
 BL0285
 BL0285;                    North         East    Units  Estimated Accuracy
 BL0285;SPC TX C     - 3,102,860.    1,270,650.      MT  (+/- 180 meters Scaled)
 BL0285
 BL0285                          SUPERSEDED SURVEY CONTROL
 BL0285
 BL0285  NGVD 29 (??/??/92)   32.826  (m)          107.70   (f) ADJ UNCH    2 0
 BL0285
 BL0285.Superseded values are not recommended for survey control.
 BL0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0285.See file dsdata.txt to determine how the superseded data were derived.
 BL0285
 BL0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP667702(NAD 83)
 BL0285_MARKER: DB = BENCH MARK DISK
 BL0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0285_STAMPING: R 304 1934
 BL0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0285+STABILITY: SURFACE MOTION
 BL0285
 BL0285  HISTORY     - Date     Condition        Report By
 BL0285  HISTORY     - 1934     MONUMENTED       CGS
 BL0285  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0285
 BL0285                          STATION DESCRIPTION
 BL0285
 BL0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0285'3.7 MI S FROM VILLAGE MILLS.
 BL0285'3.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM VILLAGE
 BL0285'MILLS, HARDIN COUNTY, 0.3 MILE SOUTH OF MILEPOST 62, 105 FEET
 BL0285'NORTHWEST OF THE CENTER OF A ROAD CROSSING, 33 FEET NORTHEAST OF THE
 BL0285'CENTERLINE OF THE TRACK, AND 102 FEET WEST OF THE CENTERLINE OF U.S.
 BL0285'HIGHWAY 69.  A STANDARD DISK, STAMPED R 304 1934 AND SET IN THE TOP OF
 BL0285'A CONCRETE POST.
 BL0285
 BL0285                          STATION RECOVERY (1998)
 BL0285
 BL0285'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0507 ***********************************************************************
 AW0507  DESIGNATION -  R 305
 AW0507  PID         -  AW0507
 AW0507  STATE/COUNTY-  TX/GALVESTON
 AW0507  USGS QUAD   -  HITCHCOCK (1974)
 AW0507
 AW0507                         *CURRENT SURVEY CONTROL
 AW0507  ___________________________________________________________________
 AW0507* NAD 83(1986)-  29 20 54.     (N)    095 01 10.     (W)     SCALED    
 AW0507* NAVD 88     -         5.76   (+/-2cm)      18.9    (feet)  VERTCON   
 AW0507  ___________________________________________________________________
 AW0507  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW0507
 AW0507  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0507
 AW0507.The horizontal coordinates were scaled from a topographic map and have
 AW0507.an estimated accuracy of +/- 6 seconds.
 AW0507
 AW0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0507.The vertical order pertains to the NGVD 29 superseded value.
 AW0507
 AW0507.The geoid height was determined by GEOID03.
 AW0507
 AW0507;                    North         East    Units  Estimated Accuracy
 AW0507;SPC TXSC     - 4,174,480.      986,430.      MT  (+/- 180 meters Scaled)
 AW0507
 AW0507                          SUPERSEDED SURVEY CONTROL
 AW0507
 AW0507  NGVD 29 (??/??/92)    5.753  (m)           18.87   (f) ADJ UNCH    1 2
 AW0507
 AW0507.Superseded values are not recommended for survey control.
 AW0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0507.See file dsdata.txt to determine how the superseded data were derived.
 AW0507
 AW0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN039482(NAD 83)
 AW0507_MARKER: DB = BENCH MARK DISK
 AW0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0507_SP_SET: FOUNDATION
 AW0507_STAMPING: R 305 1935 ELEV 20 236 FT
 AW0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0507
 AW0507  HISTORY     - Date     Condition        Report By
 AW0507  HISTORY     - 1935     MONUMENTED       CGS
 AW0507  HISTORY     - 1973     GOOD             NGS
 AW0507  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0507  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0507  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0507  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0507  HISTORY     - 1987     POOR             USPSQD
 AW0507  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0507  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0507  HISTORY     - 1988     GOOD             USPSQD
 AW0507  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0507  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0507  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0507  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0507  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0507  HISTORY     - 20030719 MARK NOT FOUND   USPSQD
 AW0507  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 AW0507
 AW0507                          STATION DESCRIPTION
 AW0507
 AW0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0507'IN HITCHCOCK.
 AW0507'AT HITCHCOCK, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 5 RAILS
 AW0507'WEST OF THE CROSSING OF 2ND STREET, AT THE ATCHISON, TOPEKA AND SANTA
 AW0507'FE RAILWAY STATION, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 AW0507'FOUNDATION OF THE STATION BUILDING, 2.3 FEET BELOW BOTTOM OF THE
 AW0507'TICKET OFFICE WINDOW SILL, AND ABOUT 1/2 FEET ABOVE THE GROUND.
 AW0507
 AW0507                          STATION RECOVERY (1978)
 AW0507
 AW0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0507'THE ATCHINSON, TOPEKA AND SANTA FE RAILWAY STATION WAS FOUND
 AW0507'RAZED. FOUNDATION STILL INTACT BUT DISK NOT RECOVERED.
 AW0507
 AW0507                          STATION RECOVERY (1987)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0507'MARK NOT FOUND.
 AW0507
 AW0507                          STATION RECOVERY (1987)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0507'MARK NOT FOUND.
 AW0507
 AW0507                          STATION RECOVERY (1987)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0507'MARK NOT FOUND.
 AW0507
 AW0507                          STATION RECOVERY (1987)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0507'MARK RECOVERED IN POOR CONDITION.
 AW0507
 AW0507                          STATION RECOVERY (1987)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0507'MARK NOT FOUND.
 AW0507
 AW0507                          STATION RECOVERY (1988)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0507'MARK NOT FOUND.
 AW0507
 AW0507                          STATION RECOVERY (1988)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0507'RECOVERED IN GOOD CONDITION.
 AW0507
 AW0507                          STATION RECOVERY (1988)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0507'MARK NOT FOUND.
 AW0507
 AW0507                          STATION RECOVERY (1988)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0507'MARK NOT FOUND.
 AW0507
 AW0507                          STATION RECOVERY (1988)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0507'MARK NOT FOUND.
 AW0507
 AW0507                          STATION RECOVERY (1988)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0507'MARK NOT FOUND.
 AW0507
 AW0507                          STATION RECOVERY (1990)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0507'MARK NOT FOUND.
 AW0507
 AW0507                          STATION RECOVERY (2003)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0507'MARK NOT FOUND.
 AW0507
 AW0507                          STATION RECOVERY (2004)
 AW0507
 AW0507'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4751 ***********************************************************************
 AW4751  DESIGNATION -  R 306
 AW4751  PID         -  AW4751
 AW4751  STATE/COUNTY-  TX/FORT BEND
 AW4751  USGS QUAD   -  SUGAR LAND (1995)
 AW4751
 AW4751                         *CURRENT SURVEY CONTROL
 AW4751  ___________________________________________________________________
 AW4751* NAD 83(1986)-  29 32 06.     (N)    095 41 04.     (W)     SCALED    
 AW4751* NAVD 88     -        24.20   (+/-2cm)      79.4    (feet)  VERTCON   
 AW4751  ___________________________________________________________________
 AW4751  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW4751
 AW4751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4751
 AW4751.The horizontal coordinates were scaled from a topographic map and have
 AW4751.an estimated accuracy of +/- 6 seconds.
 AW4751
 AW4751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4751.The vertical order pertains to the NGVD 29 superseded value.
 AW4751
 AW4751.The geoid height was determined by GEOID03.
 AW4751
 AW4751;                    North         East    Units  Estimated Accuracy
 AW4751;SPC TXSC     - 4,193,150.      921,300.      MT  (+/- 180 meters Scaled)
 AW4751
 AW4751                          SUPERSEDED SURVEY CONTROL
 AW4751
 AW4751  NGVD 29 (??/??/92)   24.201  (m)           79.40   (f) ADJ UNCH    2 0
 AW4751
 AW4751.Superseded values are not recommended for survey control.
 AW4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4751.See file dsdata.txt to determine how the superseded data were derived.
 AW4751
 AW4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN398702(NAD 83)
 AW4751_MARKER: DB = BENCH MARK DISK
 AW4751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4751_STAMPING: R 306 1935
 AW4751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4751+STABILITY: SURFACE MOTION
 AW4751
 AW4751  HISTORY     - Date     Condition        Report By
 AW4751  HISTORY     - 1935     MONUMENTED       CGS
 AW4751  HISTORY     - 1943     GOOD             NGS
 AW4751  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4751  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4751
 AW4751                          STATION DESCRIPTION
 AW4751
 AW4751'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW4751'1.6 MI SE FROM CRABB.
 AW4751'1.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AW4751'THE STATION AT CRABB, FORT BEND COUNTY, 24 FEET WEST OF A POINT
 AW4751'OPPOSITE MILEPOST 57, 41 FEET NORTH OF THE NORTH RAIL, 45 FEET SOUTH
 AW4751'OF THE CENTERLINE OF A PAVED ROAD, 1.6 FEET EAST OF A WHITE WOODEN
 AW4751'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 AW4751'0.2 FOOT ABOVE GROUND.
 AW4751
 AW4751                          STATION RECOVERY (1943)
 AW4751
 AW4751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4751'RECOVERED IN GOOD CONDITION.
 AW4751
 AW4751                          STATION RECOVERY (1993)
 AW4751
 AW4751'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4751'MARK NOT FOUND.
 AW4751
 AW4751                          STATION RECOVERY (1998)
 AW4751
 AW4751'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0344 ***********************************************************************
 AX0344  DESIGNATION -  R 307 RESET
 AX0344  PID         -  AX0344
 AX0344  STATE/COUNTY-  TX/WHARTON
 AX0344  USGS QUAD   -  EL CAMPO (1981)
 AX0344
 AX0344                         *CURRENT SURVEY CONTROL
 AX0344  ___________________________________________________________________
 AX0344* NAD 83(1986)-  29 09 33.     (N)    096 19 35.     (W)     SCALED    
 AX0344* NAVD 88     -        30.35   (+/-2cm)      99.6    (feet)  VERTCON   
 AX0344  ___________________________________________________________________
 AX0344  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0344
 AX0344  VERT ORDER  -  THIRD (See Below)
 AX0344
 AX0344.The horizontal coordinates were scaled from a topographic map and have
 AX0344.an estimated accuracy of +/- 6 seconds.
 AX0344
 AX0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0344.The vertical order pertains to the NGVD 29 superseded value.
 AX0344
 AX0344.The geoid height was determined by GEOID03.
 AX0344
 AX0344;                    North         East    Units  Estimated Accuracy
 AX0344;SPC TXSC     - 4,149,910.      860,060.      MT  (+/- 180 meters Scaled)
 AX0344
 AX0344                          SUPERSEDED SURVEY CONTROL
 AX0344
 AX0344  NGVD 29 (01/29/03)   30.35   (m)           99.6    (f) RESET       3  
 AX0344
 AX0344.Superseded values are not recommended for survey control.
 AX0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0344.See file dsdata.txt to determine how the superseded data were derived.
 AX0344
 AX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT600285(NAD 83)
 AX0344_MARKER: DB = BENCH MARK DISK
 AX0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0344_STAMPING: R 307 1935 RESET 1947
 AX0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0344+STABILITY: SURFACE MOTION
 AX0344
 AX0344  HISTORY     - Date     Condition        Report By
 AX0344  HISTORY     - 1947     MONUMENTED       CGS
 AX0344  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0344
 AX0344                          STATION DESCRIPTION
 AX0344
 AX0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0344'4.1 MI SW FROM EL CAMPO.
 AX0344'4.1 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0344'STATION AT EL CAMPO, WHARTON COUNTY, 116 FEET SOUTHWEST OF THE THIRD
 AX0344'POLE SOUTHWEST OF MILEPOST 43, AT A ROAD CROSSING, 47 FEET SOUTHEAST
 AX0344'OF THE SOUTHEAST RAIL, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 AX0344'ROAD, 3.5 FEET NORTH OF A FENCE CORNER, 1.2 FEET NORTHWEST OF A FENCE,
 AX0344'2.1 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 AX0344'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED R 307 1935 RESET 1947
 AX0344'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AX0344'GROUND.
 AX0344
 AX0344                          STATION RECOVERY (1987)
 AX0344
 AX0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0344'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0330 ***********************************************************************
 BL0330  DESIGNATION -  R 308
 BL0330  PID         -  BL0330
 BL0330  STATE/COUNTY-  TX/HARDIN
 BL0330  USGS QUAD   -  DESERTER BAYGALL (1984)
 BL0330
 BL0330                         *CURRENT SURVEY CONTROL
 BL0330  ___________________________________________________________________
 BL0330* NAD 83(1986)-  30 22 35.     (N)    094 14 23.     (W)     SCALED    
 BL0330* NAVD 88     -        20.40   (+/-2cm)      66.9    (feet)  VERTCON   
 BL0330  ___________________________________________________________________
 BL0330  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0330
 BL0330  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0330
 BL0330.The horizontal coordinates were scaled from a topographic map and have
 BL0330.an estimated accuracy of +/- 6 seconds.
 BL0330
 BL0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0330.The vertical order pertains to the NGVD 29 superseded value.
 BL0330
 BL0330.The geoid height was determined by GEOID03.
 BL0330
 BL0330;                    North         East    Units  Estimated Accuracy
 BL0330;SPC TX C     - 3,094,720.    1,285,390.      MT  (+/- 180 meters Scaled)
 BL0330
 BL0330                          SUPERSEDED SURVEY CONTROL
 BL0330
 BL0330  NGVD 29 (??/??/92)   20.397  (m)           66.92   (f) ADJ UNCH    2 0
 BL0330
 BL0330.Superseded values are not recommended for survey control.
 BL0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0330.See file dsdata.txt to determine how the superseded data were derived.
 BL0330
 BL0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP808611(NAD 83)
 BL0330_MARKER: DB = BENCH MARK DISK
 BL0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0330_STAMPING: R 308 1935
 BL0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0330+STABILITY: SURFACE MOTION
 BL0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0330+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BL0330
 BL0330  HISTORY     - Date     Condition        Report By
 BL0330  HISTORY     - 1935     MONUMENTED       CGS
 BL0330  HISTORY     - 1976     GOOD             USGS
 BL0330  HISTORY     - 20041009 GOOD             USPSQD
 BL0330
 BL0330                          STATION DESCRIPTION
 BL0330
 BL0330'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 BL0330'3.7 MI W FROM SILSBEE.
 BL0330'3.7 MILES WEST ALONG THE SANTA FE RAILWAY FROM THE STATION AT SILSBEE,
 BL0330'HARDIN COUNTY, 140 FEET NORTHWEST OF MILEPOST 148, AT AN OLD ROAD
 BL0330'CROSSING, ABOUT 1100 FEET WEST OF A ROAD CROSSING, 102 FEET NORTH OF
 BL0330'CENTERLINE OF THE TRACK, 60 FEET NORTH OF CENTERLINE OF A TRACK ROAD.
 BL0330'A STANDARD DISK, STAMPED R 308 1935 AND SET IN THE TOP OF A CONCRETE
 BL0330'POST.
 BL0330
 BL0330                          STATION RECOVERY (2004)
 BL0330
 BL0330'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2402 ***********************************************************************
 AW2402  DESIGNATION -  R 309
 AW2402  PID         -  AW2402
 AW2402  STATE/COUNTY-  TX/JEFFERSON
 AW2402  USGS QUAD   -  FANNETT WEST (1993)
 AW2402
 AW2402                         *CURRENT SURVEY CONTROL
 AW2402  ___________________________________________________________________
 AW2402* NAD 83(1986)-  29 52 49.     (N)    094 17 00.     (W)     SCALED    
 AW2402* NAVD 88     -         4.29   (+/-2cm)      14.1    (feet)  VERTCON   
 AW2402  ___________________________________________________________________
 AW2402  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2402
 AW2402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2402
 AW2402.The horizontal coordinates were scaled from a topographic map and have
 AW2402.an estimated accuracy of +/- 6 seconds.
 AW2402
 AW2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2402.The vertical order pertains to the NGVD 29 superseded value.
 AW2402
 AW2402.The geoid height was determined by GEOID03.
 AW2402
 AW2402;                    North         East    Units  Estimated Accuracy
 AW2402;SPC TXSC     - 4,236,050.    1,055,470.      MT  (+/- 180 meters Scaled)
 AW2402
 AW2402                          SUPERSEDED SURVEY CONTROL
 AW2402
 AW2402  NGVD 29 (??/??/92)    4.294  (m)           14.09   (f) ADJ UNCH    2 0
 AW2402
 AW2402.Superseded values are not recommended for survey control.
 AW2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2402.See file dsdata.txt to determine how the superseded data were derived.
 AW2402
 AW2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP760062(NAD 83)
 AW2402_MARKER: DB = BENCH MARK DISK
 AW2402_SETTING: 0 = UNSPECIFIED SETTING
 AW2402_STAMPING: R 309 1935
 AW2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2402
 AW2402  HISTORY     - Date     Condition        Report By
 AW2402  HISTORY     - 1935     MONUMENTED       CGS
 AW2402  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW2402  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 AW2402  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2402
 AW2402                          STATION DESCRIPTION
 AW2402
 AW2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2402'2.4 MI NE FROM HAMSHIRE.
 AW2402'AT MOREY SIDING, 0.3 MILE N.E. OF MILEPOST 59, 66 YARDS SOUTH OF A
 AW2402'ROAD CROSSING, 84 FEET EAST OF CENTER OF THE MAIN TRACK.
 AW2402
 AW2402                          STATION RECOVERY (2001)
 AW2402
 AW2402'RECOVERY NOTE BY US POWER SQUADRON 2001 (WF)
 AW2402'RR TRACKS ARE GONE.  MARK AREA IS NOW A SITE FOR GRAVEL STORAGE.
 AW2402
 AW2402                          STATION RECOVERY (2004)
 AW2402
 AW2402'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2463 ***********************************************************************
 AW2463  DESIGNATION -  R 310
 AW2463  PID         -  AW2463
 AW2463  STATE/COUNTY-  TX/JEFFERSON
 AW2463  USGS QUAD   -  CLAM LAKE (1993)
 AW2463
 AW2463                         *CURRENT SURVEY CONTROL
 AW2463  ___________________________________________________________________
 AW2463* NAD 83(1986)-  29 40 05.     (N)    094 04 12.     (W)     SCALED    
 AW2463* NAVD 88     -         1.87   (+/-2cm)       6.1    (feet)  VERTCON   
 AW2463  ___________________________________________________________________
 AW2463  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2463
 AW2463  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2463
 AW2463.The horizontal coordinates were scaled from a topographic map and have
 AW2463.an estimated accuracy of +/- 6 seconds.
 AW2463
 AW2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2463.The vertical order pertains to the NGVD 29 superseded value.
 AW2463
 AW2463.The geoid height was determined by GEOID03.
 AW2463
 AW2463;                    North         East    Units  Estimated Accuracy
 AW2463;SPC TXSC     - 4,213,390.    1,077,050.      MT  (+/- 180 meters Scaled)
 AW2463
 AW2463                          SUPERSEDED SURVEY CONTROL
 AW2463
 AW2463  NGVD 29 (??/??/92)    1.862  (m)            6.11   (f) ADJ UNCH    1 2
 AW2463
 AW2463.Superseded values are not recommended for survey control.
 AW2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2463.See file dsdata.txt to determine how the superseded data were derived.
 AW2463
 AW2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN964824(NAD 83)
 AW2463_MARKER: DB = BENCH MARK DISK
 AW2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2463_STAMPING: R 310 1935
 AW2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2463+STABILITY: SURFACE MOTION
 AW2463
 AW2463  HISTORY     - Date     Condition        Report By
 AW2463  HISTORY     - 1935     MONUMENTED       CGS
 AW2463  HISTORY     - 1958     GOOD             NGS
 AW2463  HISTORY     - 1963     GOOD             NGS
 AW2463  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2463  HISTORY     - 20010314 MARK NOT FOUND   USPSQD
 AW2463  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2463
 AW2463                          STATION DESCRIPTION
 AW2463
 AW2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2463'11.8 MI SW FROM SABINE PASS.
 AW2463'ABOUT 11.8 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AW2463'DOWLING MONUMENT AT SABINE PASS, 43 FEET SOUTHEAST OF THE CENTER LINE
 AW2463'OF THE HIGHWAY, ABOUT 0.1 MILE NORTHEAST OF THE ROAD LEADING NORTHWEST
 AW2463'TO THE SHELL CLAM LAKE FIELD, 80 FEET WEST OF THE WEST CORNER OF THE
 AW2463'BREEZE INN CLUB, 111 FEET SOUTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A
 AW2463'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 AW2463'CONCRETE POST FLUSH WITH THE GROUND.
 AW2463
 AW2463                          STATION RECOVERY (1963)
 AW2463
 AW2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW2463'RECOVERED IN GOOD CONDITION.
 AW2463
 AW2463                          STATION RECOVERY (1989)
 AW2463
 AW2463'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAF)
 AW2463'MARK NOT FOUND.
 AW2463
 AW2463                          STATION RECOVERY (2001)
 AW2463
 AW2463'RECOVERY NOTE BY US POWER SQUADRON 2001 (WF)
 AW2463'USING A GARMIN GPS12 AND GBR21 BEACON RECIEVER THE MARK WOULD BE ABOUT
 AW2463'.2 MILES NORTHEAST INSTEAD OF .1 MILE.  ALSO THE LATITUDE PLACES THE
 AW2463'MARK HUNDREDS OF FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 AW2463'INSTESD OF THE 43 FEET.  THE PREEZE INN CLUB HAS BEEN GONE FOR 30 YRS.
 AW2463'THE PRESENT STATION DESCRIPTION IS INADEQUATE.
 AW2463
 AW2463                          STATION RECOVERY (2002)
 AW2463
 AW2463'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0133 ***********************************************************************
 BM0133  DESIGNATION -  R 313
 BM0133  PID         -  BM0133
 BM0133  STATE/COUNTY-  TX/BRAZOS
 BM0133  USGS QUAD   -  MILLICAN (1980)
 BM0133
 BM0133                         *CURRENT SURVEY CONTROL
 BM0133  ___________________________________________________________________
 BM0133* NAD 83(1986)-  30 28 25.     (N)    096 13 37.     (W)     SCALED    
 BM0133* NAVD 88     -        99.18   (+/-2cm)     325.4    (feet)  VERTCON   
 BM0133  ___________________________________________________________________
 BM0133  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BM0133
 BM0133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0133
 BM0133.The horizontal coordinates were scaled from a topographic map and have
 BM0133.an estimated accuracy of +/- 6 seconds.
 BM0133
 BM0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0133.The vertical order pertains to the NGVD 29 superseded value.
 BM0133
 BM0133.The geoid height was determined by GEOID03.
 BM0133
 BM0133;                    North         East    Units  Estimated Accuracy
 BM0133;SPC TX C     - 3,096,730.    1,094,200.      MT  (+/- 180 meters Scaled)
 BM0133
 BM0133                          SUPERSEDED SURVEY CONTROL
 BM0133
 BM0133  NGVD 29 (??/??/92)   99.160  (m)          325.33   (f) ADJ UNCH    2 0
 BM0133
 BM0133.Superseded values are not recommended for survey control.
 BM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0133.See file dsdata.txt to determine how the superseded data were derived.
 BM0133
 BM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU662745(NAD 83)
 BM0133_MARKER: DB = BENCH MARK DISK
 BM0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0133_STAMPING: R 313 1935
 BM0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0133+STABILITY: SURFACE MOTION
 BM0133
 BM0133  HISTORY     - Date     Condition        Report By
 BM0133  HISTORY     - 1935     MONUMENTED       CGS
 BM0133  HISTORY     - 1939     GOOD             NGS
 BM0133  HISTORY     - 1944     GOOD             NGS
 BM0133  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0133
 BM0133                          STATION DESCRIPTION
 BM0133
 BM0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BM0133'6.6 MI SE FROM WELLBORN.
 BM0133'6.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0133'STATION AT WELLBORN, BRAZOS COUNTY, 30 YARDS EAST OF MILEPOST 82, 15
 BM0133'YARDS NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 9 YARDS SOUTHWEST
 BM0133'OF THE CENTERLINE OF MILLICAN ROAD.  A STANDARD DISK, STAMPED R 313
 BM0133'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BM0133
 BM0133                          STATION RECOVERY (1944)
 BM0133
 BM0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BM0133'RECOVERED IN GOOD CONDITION.
 BM0133
 BM0133                          STATION RECOVERY (1991)
 BM0133
 BM0133'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAL)
 BM0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0542 ***********************************************************************
 AY0542  DESIGNATION -  R 314
 AY0542  PID         -  AY0542
 AY0542  STATE/COUNTY-  TX/BEXAR
 AY0542  USGS QUAD   -  MARTINEZ (1992)
 AY0542
 AY0542                         *CURRENT SURVEY CONTROL
 AY0542  ___________________________________________________________________
 AY0542* NAD 83(1986)-  29 23 50.     (N)    098 15 38.     (W)     SCALED    
 AY0542* NAVD 88     -       181.96   (+/-2cm)     597.0    (feet)  VERTCON   
 AY0542  ___________________________________________________________________
 AY0542  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AY0542
 AY0542  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0542
 AY0542.The horizontal coordinates were scaled from a topographic map and have
 AY0542.an estimated accuracy of +/- 6 seconds.
 AY0542
 AY0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0542.The vertical order pertains to the NGVD 29 superseded value.
 AY0542
 AY0542.The geoid height was determined by GEOID03.
 AY0542
 AY0542;                    North         East    Units  Estimated Accuracy
 AY0542;SPC TXSC     - 4,173,550.      671,760.      MT  (+/- 180 meters Scaled)
 AY0542
 AY0542                          SUPERSEDED SURVEY CONTROL
 AY0542
 AY0542  NGVD 29 (??/??/92)  181.86   (m)          596.7    (f) COMPUTED    2 0
 AY0542
 AY0542.Superseded values are not recommended for survey control.
 AY0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0542.See file dsdata.txt to determine how the superseded data were derived.
 AY0542
 AY0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT717522(NAD 83)
 AY0542_MARKER: DB = BENCH MARK DISK
 AY0542_SETTING: 0 = UNSPECIFIED SETTING
 AY0542_STAMPING: R 314 1935
 AY0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0542
 AY0542  HISTORY     - Date     Condition        Report By
 AY0542  HISTORY     - 1935     MONUMENTED       CGS
 AY0542  HISTORY     - 1967     GOOD             USGS
 AY0542  HISTORY     - 1987     MARK NOT FOUND   USGS
 AY0542  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0542
 AY0542                          STATION DESCRIPTION
 AY0542
 AY0542'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0542'1.6 MI W FROM ADKINS.
 AY0542'ABOUT 5.0 MILES SOUTHEAST OF MARTINEZ ALONG OLD RAILROAD GRADE.  FROM
 AY0542'THE CROSS ROADS AT MARTINEZ GO SOUTH ON FARM ROAD 1516 0.6 MILE TO
 AY0542'JUNCTION OF REAL ROAD, TURN LEFT AND FOLLOW ROADS NEAR OLD RAILROAD
 AY0542'GRADE ABOUT 3.5 MILES TO JUNCTION OF MACAWAY AND STUART ROADS,
 AY0542'CONTINUE ON MACAWAY ROAD ABOUT 1.2 MILES TO JUNCTION OF MACAWAY AND
 AY0542'RAKOWITZ ROADS, TURN LEFT 0.1 MILE TO OLD RAILROAD GRADE, GO EAST ON
 AY0542'OLD RAILROAD GRADE ABOUT 0.2 MILE TO FENCE CORNER ON NORTH RIGHT OF
 AY0542'WAY FENCE, BENCH MARK IS 21 FEET WEST ALONG RIGHT OF WAY FENCE FROM
 AY0542'CORNER.  A STANDARD DISK STAMPED R 314 1935.
 AY0542
 AY0542                          STATION RECOVERY (1987)
 AY0542
 AY0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0542'MARK NOT FOUND.
 AY0542
 AY0542                          STATION RECOVERY (1999)
 AY0542
 AY0542'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2011 ***********************************************************************
 AX2011  DESIGNATION -  R 315
 AX2011  PID         -  AX2011
 AX2011  STATE/COUNTY-  TX/GONZALES
 AX2011  USGS QUAD   -  PILGRIM (1987)
 AX2011
 AX2011                         *CURRENT SURVEY CONTROL
 AX2011  ___________________________________________________________________
 AX2011* NAD 83(1986)-  29 15 54.     (N)    097 36 35.     (W)     SCALED    
 AX2011* NAVD 88     -        92.06   (+/-2cm)     302.0    (feet)  VERTCON   
 AX2011  ___________________________________________________________________
 AX2011  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AX2011
 AX2011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2011
 AX2011.The horizontal coordinates were scaled from a topographic map and have
 AX2011.an estimated accuracy of +/- 6 seconds.
 AX2011
 AX2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2011.The vertical order pertains to the NGVD 29 superseded value.
 AX2011
 AX2011.The geoid height was determined by GEOID03.
 AX2011
 AX2011;                    North         East    Units  Estimated Accuracy
 AX2011;SPC TXSC     - 4,159,470.      735,100.      MT  (+/- 180 meters Scaled)
 AX2011
 AX2011                          SUPERSEDED SURVEY CONTROL
 AX2011
 AX2011  NGVD 29 (??/??/92)   92.040  (m)          301.97   (f) ADJ UNCH    2 0
 AX2011
 AX2011.Superseded values are not recommended for survey control.
 AX2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2011.See file dsdata.txt to determine how the superseded data were derived.
 AX2011
 AX2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT350381(NAD 83)
 AX2011_MARKER: DB = BENCH MARK DISK
 AX2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2011_STAMPING: R 315 1935
 AX2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2011+STABILITY: SURFACE MOTION
 AX2011
 AX2011  HISTORY     - Date     Condition        Report By
 AX2011  HISTORY     - 1935     MONUMENTED       CGS
 AX2011  HISTORY     - 1943     GOOD             NGS
 AX2011
 AX2011                          STATION DESCRIPTION
 AX2011
 AX2011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2011'1.75 MI E FROM SMILEY.
 AX2011'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX2011'STATION AT SMILEY, PROCEED 1.75 MILES EASTERLY ALONG THE TRACK TO A
 AX2011'DIRT GRADE CROSSING AND SITE OF BENCH MARK.  BENCH MARK IS 83.0 YARDS
 AX2011'EAST OF MILE POST NO.80.  IT IS 49.4 FEET SOUTH OF AND ABOUT THE SAME
 AX2011'ELEVATION AS THE CENTERLINE OF THE TRACK, 15.0 FEET EAST OF A DIRT
 AX2011'ROAD, 2.3 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND 1.2
 AX2011'FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.2
 AX2011'FOOT.  A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1861 ***********************************************************************
 AX1861  DESIGNATION -  R 316
 AX1861  PID         -  AX1861
 AX1861  STATE/COUNTY-  TX/WILSON
 AX1861  USGS QUAD   -  ALUM (1987)
 AX1861
 AX1861                         *CURRENT SURVEY CONTROL
 AX1861  ___________________________________________________________________
 AX1861* NAD 83(1986)-  29 20 04.     (N)    097 57 39.     (W)     SCALED    
 AX1861* NAVD 88     -       168.61   (+/-2cm)     553.2    (feet)  VERTCON   
 AX1861  ___________________________________________________________________
 AX1861  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AX1861
 AX1861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1861
 AX1861.The horizontal coordinates were scaled from a topographic map and have
 AX1861.an estimated accuracy of +/- 6 seconds.
 AX1861
 AX1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1861.The vertical order pertains to the NGVD 29 superseded value.
 AX1861
 AX1861.The geoid height was determined by GEOID03.
 AX1861
 AX1861;                    North         East    Units  Estimated Accuracy
 AX1861;SPC TXSC     - 4,166,810.      700,910.      MT  (+/- 180 meters Scaled)
 AX1861
 AX1861                          SUPERSEDED SURVEY CONTROL
 AX1861
 AX1861  NGVD 29 (??/??/92)  168.539  (m)          552.95   (f) ADJ UNCH    2 0
 AX1861
 AX1861.Superseded values are not recommended for survey control.
 AX1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1861.See file dsdata.txt to determine how the superseded data were derived.
 AX1861
 AX1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT008454(NAD 83)
 AX1861_MARKER: DB = BENCH MARK DISK
 AX1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1861_STAMPING: R 316 1935
 AX1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1861+STABILITY: SURFACE MOTION
 AX1861
 AX1861  HISTORY     - Date     Condition        Report By
 AX1861  HISTORY     - 1935     MONUMENTED       CGS
 AX1861  HISTORY     - 1957     GOOD             NGS
 AX1861  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1861  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1861
 AX1861                          STATION DESCRIPTION
 AX1861
 AX1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AX1861'6.8 MI N FROM STOCKDALE.
 AX1861'6.8 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE INTERSECTION OF U.S.
 AX1861'HIGHWAY 87 AT STOCKDALE, WILSON COUNTY, ABOUT 70 YARDS SOUTH OF A
 AX1861'THREE-WAY CONCRETE BOX CULVERT, 51.8 FEET WEST OF THE CENTER LINE OF
 AX1861'THE HIGHWAY, 1.4 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2.3 FEET NORTH
 AX1861'OF A WHITE WOODEN WINESS POST, AND ABOUT 3 FEET LOWER THAN THE
 AX1861'HIGHWAY.  A STANDARD DISK, STAMPED R 316 1935 AND SET IN THE TOP OF A
 AX1861'CONCRETE POST PROJECTING ABOUT 0.1 FOOT ABOVE GROUND.
 AX1861
 AX1861                          STATION RECOVERY (1996)
 AX1861
 AX1861'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1861'MARK NOT FOUND.
 AX1861
 AX1861                          STATION RECOVERY (2003)
 AX1861
 AX1861'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX1861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0343 ***********************************************************************
 AH0343  DESIGNATION -  R 317
 AH0343  PID         -  AH0343
 AH0343  STATE/COUNTY-  TX/NUECES
 AH0343  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0343
 AH0343                         *CURRENT SURVEY CONTROL
 AH0343  ___________________________________________________________________
 AH0343* NAD 83(1986)-  27 48 41.     (N)    097 23 46.     (W)     SCALED    
 AH0343* NAVD 88     -         4.364  (meters)      14.32   (feet)  ADJUSTED  
 AH0343  ___________________________________________________________________
 AH0343  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0343  DYNAMIC HT  -           4.357 (meters)      14.29  (feet)  COMP
 AH0343  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 AH0343
 AH0343  VERT ORDER  -  FIRST     CLASS II
 AH0343
 AH0343.The horizontal coordinates were scaled from a topographic map and have
 AH0343.an estimated accuracy of +/- 6 seconds.
 AH0343
 AH0343.The orthometric height was determined by differential leveling
 AH0343.and adjusted by the National Geodetic Survey in June 1991..
 AH0343
 AH0343.The geoid height was determined by GEOID03.
 AH0343
 AH0343.The dynamic height is computed by dividing the NAVD 88
 AH0343.geopotential number by the normal gravity value computed on the
 AH0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0343.degrees latitude (g = 980.6199 gals.).
 AH0343
 AH0343.The modeled gravity was interpolated from observed gravity values.
 AH0343
 AH0343;                    North         East    Units  Estimated Accuracy
 AH0343;SPC TX S     - 5,238,100.      408,770.      MT  (+/- 180 meters Scaled)
 AH0343
 AH0343                          SUPERSEDED SURVEY CONTROL
 AH0343
 AH0343  NGVD 29 (??/??/92)    4.55   (m)           14.9    (f) COMPUTED    1 2
 AH0343
 AH0343.Superseded values are not recommended for survey control.
 AH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0343.See file dsdata.txt to determine how the superseded data were derived.
 AH0343
 AH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR579773(NAD 83)
 AH0343_MARKER: DB = BENCH MARK DISK
 AH0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0343_SP_SET: PIER
 AH0343_STAMPING: R 317 1935
 AH0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0343
 AH0343  HISTORY     - Date     Condition        Report By
 AH0343  HISTORY     - 1935     MONUMENTED       CGS
 AH0343  HISTORY     - 1950     GOOD             NGS
 AH0343  HISTORY     - 1984     GOOD             USPSQD
 AH0343
 AH0343                          STATION DESCRIPTION
 AH0343
 AH0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0343'0.8 MI NE FROM CORPUS CHRISTI.
 AH0343'0.8 MILE NORTHEAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE SOUTHERN
 AH0343'PACIFIC RAILROAD STATION AT CORPUS CHRISTI, 13.3 FEET NORTHWEST OF THE
 AH0343'NORTHWEST RAIL, 9 FEET NORTH OF THE WEST CORNER OF A DRAWBRIDGE. SET
 AH0343'IN THE TOP OF THE NORTH CORNER OF THE NORTHWEST PIER AT THE SOUTHWEST
 AH0343'END OF THE DRAWBRIDGE ON U.S. HIGHWAY 181, STATE HIGHWAY 286 AND THE
 AH0343'RAILROAD.
 AH0343
 AH0343                          STATION RECOVERY (1984)
 AH0343
 AH0343'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0343'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0083 ***********************************************************************
 AH0083  DESIGNATION -  R 317 RESET
 AH0083  PID         -  AH0083
 AH0083  STATE/COUNTY-  TX/NUECES
 AH0083  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0083
 AH0083                         *CURRENT SURVEY CONTROL
 AH0083  ___________________________________________________________________
 AH0083* NAD 83(1986)-  27 48 44.     (N)    097 23 44.     (W)     SCALED    
 AH0083* NAVD 88     -         4.730  (meters)      15.52   (feet)  ADJUSTED  
 AH0083  ___________________________________________________________________
 AH0083  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0083  DYNAMIC HT  -           4.722 (meters)      15.49  (feet)  COMP
 AH0083  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 AH0083
 AH0083  VERT ORDER  -  FIRST     CLASS I
 AH0083
 AH0083.The horizontal coordinates were scaled from a topographic map and have
 AH0083.an estimated accuracy of +/- 6 seconds.
 AH0083
 AH0083.The orthometric height was determined by differential leveling
 AH0083.and adjusted by the National Geodetic Survey in June 1991..
 AH0083
 AH0083.The geoid height was determined by GEOID03.
 AH0083
 AH0083.The dynamic height is computed by dividing the NAVD 88
 AH0083.geopotential number by the normal gravity value computed on the
 AH0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0083.degrees latitude (g = 980.6199 gals.).
 AH0083
 AH0083.The modeled gravity was interpolated from observed gravity values.
 AH0083
 AH0083;                    North         East    Units  Estimated Accuracy
 AH0083;SPC TX S     - 5,238,190.      408,820.      MT  (+/- 180 meters Scaled)
 AH0083
 AH0083                          SUPERSEDED SURVEY CONTROL
 AH0083
 AH0083.No superseded survey control is available for this station.
 AH0083
 AH0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR580774(NAD 83)
 AH0083_MARKER: DB = BENCH MARK DISK
 AH0083_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH0083_SP_SET: PILE CAP
 AH0083_STAMPING: R 317 RESET 1959
 AH0083_MARK LOGO: CGS   
 AH0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0083+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997
 AH0083
 AH0083  HISTORY     - Date     Condition        Report By
 AH0083  HISTORY     - 1962     MONUMENTED       TXHD
 AH0083  HISTORY     - 1962     GOOD             NGS
 AH0083  HISTORY     - 1978     GOOD             NGS
 AH0083  HISTORY     - 19910709 GOOD             USPSQD
 AH0083  HISTORY     - 19970220 GOOD             NGS
 AH0083
 AH0083                          STATION DESCRIPTION
 AH0083
 AH0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AH0083'IN CORPUS CHRISTI.
 AH0083'AT CORPUS CHRISTI, ON THE SOUTH SIDE OF THE CORPUS CHRISTI SHIP
 AH0083'CHANNEL, AT THE NEW HIGH BRIDGE OVER THE CHANNEL, IN THE SOUTHEAST
 AH0083'CORNER OF THE CONCRETE BASE OF THE EAST PIER OF THE FIRST SET OF PIERS
 AH0083'SOUTH OF THE CHANNEL.  A STANDARD U. S. C AND GS DISK STAMPED R 317
 AH0083'1959 (RESET), IMBEDDED IN THE TOP OF THE CONCRETE BASE OF PIER, IN THE
 AH0083'SOUTHEAST CORNER.  NOTE-- THE BASE OF THE PIER IS ENCLOSED BY A
 AH0083'CYCLONE FENCE WITH A LOCKED GATE.  TO OBTAIN ACCESS TO THIS BENCH
 AH0083'MARK, THE CORPUS CHRISTI OFFICE OF THE TEXAS STATE HIGHWAY DEPARTMENT
 AH0083'SHOULD BE CONTACTED.  THIS LOOP RAN TO CHECK ON INITIAL SETTLING AFTER
 AH0083'WEIGHT OF SUPERSTRUCTURE WAS PLACED ON CONCRETE BASE OF PIER.
 AH0083
 AH0083                          STATION RECOVERY (1978)
 AH0083
 AH0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0083'RECOVERED IN GOOD CONDITION.
 AH0083
 AH0083                          STATION RECOVERY (1991)
 AH0083
 AH0083'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0083'RECOVERED IN GOOD CONDITION.
 AH0083
 AH0083                          STATION RECOVERY (1997)
 AH0083
 AH0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0083'IN CORPUS CHRISTI, NEAR THE SOUTH CORNER OF THE MOST SOUTHEASTERLY OF
 AH0083'2 CONCRETE PILE CAPS OF THE FIRST PIER SOUTH OF THE CORPUS CHRISTI
 AH0083'SHIP CHANNEL OF THE U.S.  181 HIGHWAY HIGH RISE BRIDGE SPANNING THE
 AH0083'CHANNEL, 14.7 M (48.2 FT) EAST OF THE HIGHWAY CENTER, AND 0.9 M (3.0
 AH0083'FT) SOUTH OF THE SOUTH BANK OF THE CHANNEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1947 ***********************************************************************
 BY1947  DESIGNATION -  R 318
 BY1947  PID         -  BY1947
 BY1947  STATE/COUNTY-  TX/HOUSTON
 BY1947  USGS QUAD   -  AUSTONIO (1972)
 BY1947
 BY1947                         *CURRENT SURVEY CONTROL
 BY1947  ___________________________________________________________________
 BY1947* NAD 83(1986)-  31 09 54.     (N)    095 39 06.     (W)     SCALED    
 BY1947* NAVD 88     -        68.77   (+/-2cm)     225.6    (feet)  VERTCON   
 BY1947  ___________________________________________________________________
 BY1947  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1947
 BY1947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1947
 BY1947.The horizontal coordinates were scaled from a topographic map and have
 BY1947.an estimated accuracy of +/- 6 seconds.
 BY1947
 BY1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1947.The vertical order pertains to the NGVD 29 superseded value.
 BY1947
 BY1947.The geoid height was determined by GEOID03.
 BY1947
 BY1947;                    North         East    Units  Estimated Accuracy
 BY1947;SPC TX C     - 3,175,490.    1,146,170.      MT  (+/- 180 meters Scaled)
 BY1947
 BY1947                          SUPERSEDED SURVEY CONTROL
 BY1947
 BY1947  NGVD 29 (??/??/92)   68.773  (m)          225.63   (f) ADJ UNCH    2 0
 BY1947
 BY1947.Superseded values are not recommended for survey control.
 BY1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1947.See file dsdata.txt to determine how the superseded data were derived.
 BY1947
 BY1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ472509(NAD 83)
 BY1947_MARKER: DB = BENCH MARK DISK
 BY1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1947_STAMPING: R 318 1935
 BY1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1947+STABILITY: SURFACE MOTION
 BY1947
 BY1947  HISTORY     - Date     Condition        Report By
 BY1947  HISTORY     - 1935     MONUMENTED       CGS
 BY1947  HISTORY     - 1947     GOOD             NGS
 BY1947
 BY1947                          STATION DESCRIPTION
 BY1947
 BY1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1947'1.7 MI SW FROM AUSTONIA.
 BY1947'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE HIGH SCHOOL AT
 BY1947'AUSTONIA, AT THE TOP OF A HILL, AT THE JUNCTION WITH A DIM LOGGING
 BY1947'ROAD LEADING NORTHWEST, 54 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY1947'HIGHWAY, 8 FEET SOUTHWEST OF THE CENTER LINE OF A DIM ROAD LEADING
 BY1947'NORTHWEST, 10 FEET NORTHWEST OF A LONE 15 INCH OAK TREE, 5 FEET
 BY1947'NORTHWEST OF A 4X4 MARKER POST, 2 FEET NORTHWEST OF THE NORTHWEST
 BY1947'RIGHT OF WAY FENCE, A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 BY1947'WHICH PROJECTS 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0514 ***********************************************************************
 BZ0514  DESIGNATION -  R 319
 BZ0514  PID         -  BZ0514
 BZ0514  STATE/COUNTY-  TX/FALLS
 BZ0514  USGS QUAD   -  BREMOND (1978)
 BZ0514
 BZ0514                         *CURRENT SURVEY CONTROL
 BZ0514  ___________________________________________________________________
 BZ0514* NAD 83(1986)-  31 12 11.     (N)    096 45 00.     (W)     SCALED    
 BZ0514* NAVD 88     -       115.43   (+/-2cm)     378.7    (feet)  VERTCON   
 BZ0514  ___________________________________________________________________
 BZ0514  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BZ0514
 BZ0514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0514
 BZ0514.The horizontal coordinates were scaled from a topographic map and have
 BZ0514.an estimated accuracy of +/- 6 seconds.
 BZ0514
 BZ0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0514.The vertical order pertains to the NGVD 29 superseded value.
 BZ0514
 BZ0514.The geoid height was determined by GEOID03.
 BZ0514
 BZ0514;                    North         East    Units  Estimated Accuracy
 BZ0514;SPC TX C     - 3,175,820.    1,041,400.      MT  (+/- 180 meters Scaled)
 BZ0514
 BZ0514                          SUPERSEDED SURVEY CONTROL
 BZ0514
 BZ0514  NGVD 29 (??/??/92)  115.386  (m)          378.56   (f) ADJ UNCH    2 0
 BZ0514
 BZ0514.Superseded values are not recommended for survey control.
 BZ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0514.See file dsdata.txt to determine how the superseded data were derived.
 BZ0514
 BZ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV143542(NAD 83)
 BZ0514_MARKER: DB = BENCH MARK DISK
 BZ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0514_STAMPING: R 319 1935
 BZ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0514+STABILITY: SURFACE MOTION
 BZ0514
 BZ0514  HISTORY     - Date     Condition        Report By
 BZ0514  HISTORY     - 1935     MONUMENTED       CGS
 BZ0514
 BZ0514                          STATION DESCRIPTION
 BZ0514
 BZ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0514'2.5 MI S FROM REAGAN.
 BZ0514'2.5 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0514'STATION AT REAGAN, FALLS COUNTY, AT MILEPOST 6, AT A ROAD CROSSING, 43
 BZ0514'FEET EAST OF THE CENTERLINE OF THE TRACK, 34 FEET NORTHWEST OF THE
 BZ0514'CENTERLINE OF THE ROAD, AND 7 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE
 BZ0514'CORNER.  A STANDARD DISK, STAMPED R 319 1935 AND SET IN THE TOP OF A
 BZ0514'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0274 ***********************************************************************
 EM0274  DESIGNATION -  R 32
 EM0274  PID         -  EM0274
 EM0274  STATE/COUNTY-  TX/WILBARGER
 EM0274  USGS QUAD   -  TOLBERT (1983)
 EM0274
 EM0274                         *CURRENT SURVEY CONTROL
 EM0274  ___________________________________________________________________
 EM0274* NAD 83(1986)-  34 13 10.     (N)    099 23 47.     (W)     SCALED    
 EM0274* NAVD 88     -       392.898  (meters)    1289.03   (feet)  ADJUSTED  
 EM0274  ___________________________________________________________________
 EM0274  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0274  DYNAMIC HT  -         392.455 (meters)    1287.58  (feet)  COMP
 EM0274  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 EM0274
 EM0274  VERT ORDER  -  FIRST     CLASS II
 EM0274
 EM0274.The horizontal coordinates were scaled from a topographic map and have
 EM0274.an estimated accuracy of +/- 6 seconds.
 EM0274
 EM0274.The orthometric height was determined by differential leveling
 EM0274.and adjusted by the National Geodetic Survey in June 1991..
 EM0274
 EM0274.The geoid height was determined by GEOID03.
 EM0274
 EM0274.The dynamic height is computed by dividing the NAVD 88
 EM0274.geopotential number by the normal gravity value computed on the
 EM0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0274.degrees latitude (g = 980.6199 gals.).
 EM0274
 EM0274.The modeled gravity was interpolated from observed gravity values.
 EM0274
 EM0274;                    North         East    Units  Estimated Accuracy
 EM0274;SPC TXNC     - 2,283,450.      517,400.      MT  (+/- 180 meters Scaled)
 EM0274
 EM0274                          SUPERSEDED SURVEY CONTROL
 EM0274
 EM0274  NGVD 29 (??/??/92)  392.760  (m)         1288.58   (f) ADJ UNCH    1 2
 EM0274
 EM0274.Superseded values are not recommended for survey control.
 EM0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0274.See file dsdata.txt to determine how the superseded data were derived.
 EM0274
 EM0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC634865(NAD 83)
 EM0274_MARKER: DD = SURVEY DISK
 EM0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0274_STAMPING: 1288.58 R 32 TEX. 1925
 EM0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0274+STABILITY: SURFACE MOTION
 EM0274
 EM0274  HISTORY     - Date     Condition        Report By
 EM0274  HISTORY     - 1925     MONUMENTED       USGS
 EM0274  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0274
 EM0274                          STATION DESCRIPTION
 EM0274
 EM0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0274'IN TOLBERT.
 EM0274'AT TOLBERT, WILBARGER COUNTY, ON THE FORT WORTH AND DENVER CITY
 EM0274'RAILWAY, AT MILEAGE 171.5, 240 FEET SOUTHWEST OF THE STATION, AND 40
 EM0274'FEET SOUTH OF THE CENTRLINE OF THE HIGHWAY.  A U. S. GEOLOGICAL SURVEY
 EM0274'STANDARD DISK, STAMPED 1288.58 R 32 TEX. 1925 AND SET IN THE TOP OF A
 EM0274'CONCRETE POST.  NOTE -- A 1-FOOT  SECTION OF A CONCRETE POST, SIMILAR
 EM0274'TO U.S.G.S. MONUMENT, WAS FOUND BUT THE DISK COULD NOT BE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0533 ***********************************************************************
 BZ0533  DESIGNATION -  R 320
 BZ0533  PID         -  BZ0533
 BZ0533  STATE/COUNTY-  TX/LIMESTONE
 BZ0533  USGS QUAD   -  KOSSE WEST (1965)
 BZ0533
 BZ0533                         *CURRENT SURVEY CONTROL
 BZ0533  ___________________________________________________________________
 BZ0533* NAD 83(1986)-  31 16 50.     (N)    096 38 12.     (W)     SCALED    
 BZ0533* NAVD 88     -       132.08   (+/-2cm)     433.3    (feet)  VERTCON   
 BZ0533  ___________________________________________________________________
 BZ0533  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BZ0533
 BZ0533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0533
 BZ0533.The horizontal coordinates were scaled from a topographic map and have
 BZ0533.an estimated accuracy of +/- 6 seconds.
 BZ0533
 BZ0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0533.The vertical order pertains to the NGVD 29 superseded value.
 BZ0533
 BZ0533.The geoid height was determined by GEOID03.
 BZ0533
 BZ0533;                    North         East    Units  Estimated Accuracy
 BZ0533;SPC TX C     - 3,184,760.    1,051,910.      MT  (+/- 180 meters Scaled)
 BZ0533
 BZ0533                          SUPERSEDED SURVEY CONTROL
 BZ0533
 BZ0533  NGVD 29 (??/??/92)  132.033  (m)          433.18   (f) ADJ UNCH    2 0
 BZ0533
 BZ0533.Superseded values are not recommended for survey control.
 BZ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0533.See file dsdata.txt to determine how the superseded data were derived.
 BZ0533
 BZ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV249631(NAD 83)
 BZ0533_MARKER: DB = BENCH MARK DISK
 BZ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0533_STAMPING: R 320 1935
 BZ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0533+STABILITY: SURFACE MOTION
 BZ0533
 BZ0533  HISTORY     - Date     Condition        Report By
 BZ0533  HISTORY     - 1935     MONUMENTED       CGS
 BZ0533
 BZ0533                          STATION DESCRIPTION
 BZ0533
 BZ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0533'2.1 MI S FROM KOSSE.
 BZ0533'2.1 MI S OF AND ALONG THE SOUTHERN PACIFIC R R AT A PRIVATE ROAD
 BZ0533'CROSSING.  18 FEET S OF E GATE TO CROSSING.  ABOUT 76 YARDS NE OF
 BZ0533'FALLS-LIMESTONE COUNTY LINE MARK.  47 FEET E OF CENTER OF TRACK.  4
 BZ0533'FEET E OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0707 ***********************************************************************
 BZ0707  DESIGNATION -  R 321
 BZ0707  PID         -  BZ0707
 BZ0707  STATE/COUNTY-  TX/MCLENNAN
 BZ0707  USGS QUAD   -  ELM MOTT (1975)
 BZ0707
 BZ0707                         *CURRENT SURVEY CONTROL
 BZ0707  ___________________________________________________________________
 BZ0707* NAD 83(1986)-  31 41 57.     (N)    097 05 52.     (W)     SCALED    
 BZ0707* NAVD 88     -       165.046  (meters)     541.49   (feet)  ADJUSTED  
 BZ0707  ___________________________________________________________________
 BZ0707  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BZ0707  DYNAMIC HT  -         164.840 (meters)     540.81  (feet)  COMP
 BZ0707  MODELED GRAV-     979,389.6   (mgal)                       NAVD 88
 BZ0707
 BZ0707  VERT ORDER  -  FIRST     CLASS II
 BZ0707
 BZ0707.The horizontal coordinates were scaled from a topographic map and have
 BZ0707.an estimated accuracy of +/- 6 seconds.
 BZ0707
 BZ0707.The orthometric height was determined by differential leveling
 BZ0707.and adjusted by the National Geodetic Survey in June 1991..
 BZ0707
 BZ0707.The geoid height was determined by GEOID03.
 BZ0707
 BZ0707.The dynamic height is computed by dividing the NAVD 88
 BZ0707.geopotential number by the normal gravity value computed on the
 BZ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0707.degrees latitude (g = 980.6199 gals.).
 BZ0707
 BZ0707.The modeled gravity was interpolated from observed gravity values.
 BZ0707
 BZ0707;                    North         East    Units  Estimated Accuracy
 BZ0707;SPC TX C     - 3,229,780.    1,006,680.      MT  (+/- 180 meters Scaled)
 BZ0707
 BZ0707                          SUPERSEDED SURVEY CONTROL
 BZ0707
 BZ0707  NGVD 29 (??/??/92)  164.974  (m)          541.25   (f) ADJ UNCH    1 2
 BZ0707
 BZ0707.Superseded values are not recommended for survey control.
 BZ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0707.See file dsdata.txt to determine how the superseded data were derived.
 BZ0707
 BZ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA802086(NAD 83)
 BZ0707_MARKER: DB = BENCH MARK DISK
 BZ0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0707_SP_SET: BASE
 BZ0707_STAMPING: R 321 1935
 BZ0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0707+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ0707
 BZ0707  HISTORY     - Date     Condition        Report By
 BZ0707  HISTORY     - 1935     MONUMENTED       CGS
 BZ0707  HISTORY     - 1980     GOOD             NGS
 BZ0707  HISTORY     - 19950715 GOOD             USPSQD
 BZ0707  HISTORY     - 20010317 GOOD             USPSQD
 BZ0707  HISTORY     - 20031011 GOOD             USPSQD
 BZ0707
 BZ0707                          STATION DESCRIPTION
 BZ0707
 BZ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0707'1.9 MI N FROM ELM MOTT.
 BZ0707'1.9 MILES NORTH OF AND ALONG THE M.K.T.R.R. SET HORIZONTAL IN THE WEST
 BZ0707'END OF THE SOUTH ABUTMENT OF A CONCRETE OVERPASS WHERE THE R.R.
 BZ0707'CROSSES OVER THE OLD HIGHWAY.
 BZ0707
 BZ0707                          STATION RECOVERY (1980)
 BZ0707
 BZ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0707'11.8 KM. (7.35 MI.) SOUTH ALONG MAIN STREET AND A PARTIALLY PAVED ROAD
 BZ0707'FROM THE JUNCTION OF EAST PINE STREET IN WEST, AT A CONCRETE RAILROAD
 BZ0707'BRIDGE IN TOP OF THE EAST END OF THE SOUTHWEST WINGWALL OF THE BRIDGE
 BZ0707'OF THE MISSOURI KANSAS TEXAS RAILROAD, 3.7 M. (12.0 FT.) WEST OF THE
 BZ0707'WEST RAIL.
 BZ0707'THE MARK IS 4.0 M ABOVE THE ROAD.
 BZ0707
 BZ0707                          STATION RECOVERY (1995)
 BZ0707
 BZ0707'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0707'RECOVERED IN GOOD CONDITION.
 BZ0707
 BZ0707                          STATION RECOVERY (2001)
 BZ0707
 BZ0707'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ0707'RECOVERED IN GOOD CONDITION.
 BZ0707
 BZ0707                          STATION RECOVERY (2003)
 BZ0707
 BZ0707'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0067 ***********************************************************************
 BN0067  DESIGNATION -  R 322
 BN0067  PID         -  BN0067
 BN0067  STATE/COUNTY-  TX/BURNET
 BN0067  USGS QUAD   -  MARBLE FALLS (1967)
 BN0067
 BN0067                         *CURRENT SURVEY CONTROL
 BN0067  ___________________________________________________________________
 BN0067* NAD 83(1986)-  30 30 54.     (N)    098 17 29.     (W)     SCALED    
 BN0067* NAVD 88     -       324.933  (meters)    1066.05   (feet)  ADJUSTED  
 BN0067  ___________________________________________________________________
 BN0067  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 BN0067  DYNAMIC HT  -         324.496 (meters)    1064.62  (feet)  COMP
 BN0067  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 BN0067
 BN0067  VERT ORDER  -  SECOND    CLASS 0
 BN0067
 BN0067.The horizontal coordinates were scaled from a topographic map and have
 BN0067.an estimated accuracy of +/- 6 seconds.
 BN0067
 BN0067.The orthometric height was determined by differential leveling
 BN0067.and adjusted by the National Geodetic Survey in June 1991..
 BN0067
 BN0067.The geoid height was determined by GEOID03.
 BN0067
 BN0067.The dynamic height is computed by dividing the NAVD 88
 BN0067.geopotential number by the normal gravity value computed on the
 BN0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0067.degrees latitude (g = 980.6199 gals.).
 BN0067
 BN0067.The modeled gravity was interpolated from observed gravity values.
 BN0067
 BN0067;                    North         East    Units  Estimated Accuracy
 BN0067;SPC TX C     - 3,095,840.      895,970.      MT  (+/- 180 meters Scaled)
 BN0067
 BN0067                          SUPERSEDED SURVEY CONTROL
 BN0067
 BN0067  NGVD 29 (??/??/92)  324.871  (m)         1065.85   (f) ADJ UNCH    2 0
 BN0067
 BN0067.Superseded values are not recommended for survey control.
 BN0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0067.See file dsdata.txt to determine how the superseded data were derived.
 BN0067
 BN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU679760(NAD 83)
 BN0067_MARKER: DB = BENCH MARK DISK
 BN0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0067_STAMPING: R 322 1935
 BN0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0067+STABILITY: SURFACE MOTION
 BN0067
 BN0067  HISTORY     - Date     Condition        Report By
 BN0067  HISTORY     - 1935     MONUMENTED       CGS
 BN0067  HISTORY     - 1953     GOOD             NGS
 BN0067  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0067  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 BN0067
 BN0067                          STATION DESCRIPTION
 BN0067
 BN0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0067'4.15 MI S FROM MARBLE FALLS.
 BN0067'0.1 MILE EAST ALONG AN OILED STREET FROM THE POST OFFICE AT MARBLE
 BN0067'FALLS, THENCE 4.05 MILES SOUTH ALONG U.S. HIGHWAY 281, 94 FEET
 BN0067'SOUTHEAST OF THE CENTER OF THE EAST END OF A 4X4 FOOT CONCRETE
 BN0067'CULVERT, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST
 BN0067'OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BN0067'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BN0067
 BN0067                          STATION RECOVERY (1967)
 BN0067
 BN0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0067'MARK NOT FOUND.
 BN0067
 BN0067                          STATION RECOVERY (2005)
 BN0067
 BN0067'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMW)
 BN0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0209 ***********************************************************************
 AY0209  DESIGNATION -  R 323
 AY0209  PID         -  AY0209
 AY0209  STATE/COUNTY-  TX/COMAL
 AY0209  USGS QUAD   -  SATTLER (1994)
 AY0209
 AY0209                         *CURRENT SURVEY CONTROL
 AY0209  ___________________________________________________________________
 AY0209* NAD 83(1986)-  29 45 03.     (N)    098 14 04.     (W)     SCALED    
 AY0209* NAVD 88     -       297.316  (meters)     975.44   (feet)  ADJUSTED  
 AY0209  ___________________________________________________________________
 AY0209  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AY0209  DYNAMIC HT  -         296.888 (meters)     974.04  (feet)  COMP
 AY0209  MODELED GRAV-     979,195.1   (mgal)                       NAVD 88
 AY0209
 AY0209  VERT ORDER  -  SECOND    CLASS 0
 AY0209
 AY0209.The horizontal coordinates were scaled from a topographic map and have
 AY0209.an estimated accuracy of +/- 6 seconds.
 AY0209
 AY0209.The orthometric height was determined by differential leveling
 AY0209.and adjusted by the National Geodetic Survey in June 1991..
 AY0209
 AY0209.The geoid height was determined by GEOID03.
 AY0209
 AY0209.The dynamic height is computed by dividing the NAVD 88
 AY0209.geopotential number by the normal gravity value computed on the
 AY0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0209.degrees latitude (g = 980.6199 gals.).
 AY0209
 AY0209.The modeled gravity was interpolated from observed gravity values.
 AY0209
 AY0209;                    North         East    Units  Estimated Accuracy
 AY0209;SPC TXSC     - 4,212,750.      674,040.      MT  (+/- 180 meters Scaled)
 AY0209
 AY0209                          SUPERSEDED SURVEY CONTROL
 AY0209
 AY0209  NGVD 29 (??/??/92)  297.210  (m)          975.10   (f) ADJ UNCH    2 0
 AY0209
 AY0209.Superseded values are not recommended for survey control.
 AY0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0209.See file dsdata.txt to determine how the superseded data were derived.
 AY0209
 AY0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT740914(NAD 83)
 AY0209_MARKER: DB = BENCH MARK DISK
 AY0209_SETTING: 66 = SET IN ROCK OUTCROP
 AY0209_SP_SET: ROCK OUTCROP
 AY0209_STAMPING: R 323 1935
 AY0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0209+STABILITY: POSITION/ELEVATION WELL
 AY0209
 AY0209  HISTORY     - Date     Condition        Report By
 AY0209  HISTORY     - 1935     MONUMENTED       CGS
 AY0209  HISTORY     - 1953     GOOD             NGS
 AY0209  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY0209  HISTORY     - 1989     GOOD             USPSQD
 AY0209  HISTORY     - 19930808 GOOD             USPSQD
 AY0209  HISTORY     - 19990925 GOOD             USPSQD
 AY0209  HISTORY     - 20060707 MARK NOT FOUND   USPSQD
 AY0209
 AY0209                          STATION DESCRIPTION
 AY0209
 AY0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0209'7.7 MI NW FROM NEW BRAUNFELS.
 AY0209'7.7 MILES NORTHWEST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT NEW
 AY0209'BRAUNFELS, 102 FEET EAST OF THE SOUTHEAST END OF THE NORTHEAST
 AY0209'HEADWALL OF A CONCRETE CULVERT, 66 FEET NORTHEAST OF THE CENTER LINE
 AY0209'OF THE HIGHWAY, 16 FEET NORTHEAST OF A FENCE, 17 FEET NORTHEAST OF A
 AY0209'WITNESS POST, SET IN THE TOP OF A LARGE FLAT ROCK OUTCROP.
 AY0209
 AY0209                          STATION RECOVERY (1987)
 AY0209
 AY0209'RECOVERY NOTE BY US POWER SQUADRON 1987 (RB)
 AY0209'MARK NOT FOUND.
 AY0209
 AY0209                          STATION RECOVERY (1989)
 AY0209
 AY0209'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0209'RECOVERED IN GOOD CONDITION.
 AY0209
 AY0209                          STATION RECOVERY (1993)
 AY0209
 AY0209'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0209'RECOVERED IN GOOD CONDITION.
 AY0209
 AY0209                          STATION RECOVERY (1999)
 AY0209
 AY0209'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0209'RECOVERED IN GOOD CONDITION.
 AY0209
 AY0209                          STATION RECOVERY (2006)
 AY0209
 AY0209'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY0209'PHYSICAL DESCRIPTION WOULD PUT THE MARK ON PRIVATE PROPERTY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0160 ***********************************************************************
 AO0160  DESIGNATION -  R 324
 AO0160  PID         -  AO0160
 AO0160  STATE/COUNTY-  TX/ATASCOSA
 AO0160  USGS QUAD   -  JOURDANTON (1968)
 AO0160
 AO0160                         *CURRENT SURVEY CONTROL
 AO0160  ___________________________________________________________________
 AO0160* NAD 83(1986)-  28 56 14.     (N)    098 33 18.     (W)     SCALED    
 AO0160* NAVD 88     -       150.850  (meters)     494.91   (feet)  ADJUSTED  
 AO0160  ___________________________________________________________________
 AO0160  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AO0160  DYNAMIC HT  -         150.632 (meters)     494.20  (feet)  COMP
 AO0160  MODELED GRAV-     979,196.2   (mgal)                       NAVD 88
 AO0160
 AO0160  VERT ORDER  -  SECOND    CLASS 0
 AO0160
 AO0160.The horizontal coordinates were scaled from a topographic map and have
 AO0160.an estimated accuracy of +/- 6 seconds.
 AO0160
 AO0160.The orthometric height was determined by differential leveling
 AO0160.and adjusted by the National Geodetic Survey in June 1991..
 AO0160
 AO0160.The geoid height was determined by GEOID03.
 AO0160
 AO0160.The dynamic height is computed by dividing the NAVD 88
 AO0160.geopotential number by the normal gravity value computed on the
 AO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0160.degrees latitude (g = 980.6199 gals.).
 AO0160
 AO0160.The modeled gravity was interpolated from observed gravity values.
 AO0160
 AO0160;                    North         East    Units  Estimated Accuracy
 AO0160;SPC TXSC     - 4,122,420.      643,380.      MT  (+/- 180 meters Scaled)
 AO0160
 AO0160                          SUPERSEDED SURVEY CONTROL
 AO0160
 AO0160  NGVD 29 (??/??/92)  150.790  (m)          494.72   (f) ADJ UNCH    2 0
 AO0160
 AO0160.Superseded values are not recommended for survey control.
 AO0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0160.See file dsdata.txt to determine how the superseded data were derived.
 AO0160
 AO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT433011(NAD 83)
 AO0160_MARKER: DB = BENCH MARK DISK
 AO0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0160_STAMPING: R 324 1935
 AO0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0160+STABILITY: SURFACE MOTION
 AO0160
 AO0160  HISTORY     - Date     Condition        Report By
 AO0160  HISTORY     - 1935     MONUMENTED       CGS
 AO0160  HISTORY     - 1968     GOOD             USGS
 AO0160  HISTORY     - 19970418 POOR             USPSQD
 AO0160  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AO0160
 AO0160                          STATION DESCRIPTION
 AO0160
 AO0160'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0160'IN JOURDANTON JUNCTION.
 AO0160'1.55 MILES NORTH ON STATE HIGHWAY 16 FROM THE JUNCTION OF STATE
 AO0160'HIGHWAY 16 AND STATE HIGHWAY 97 AT JOURDANTON TO A PUBLIC ROAD
 AO0160'SOUTHEAST.  0.3 MILES SOUTHEAST ON PUBLIC ROAD TO T ROAD NORTHEAST.
 AO0160'0.1 MILE NORTHEAST ON PUBLIC ROAD TO OLD RAILROAD GRADE.  0.05 MILE
 AO0160'NORTH ON OLD RAILROAD GRADE TO JUNCTION OF OLD RAILROAD GRADES.  30
 AO0160'FEET SOUTH AND 36 FEET WEST OF OLD RAILROAD JUNCTION.  A STANDARD
 AO0160'BRONZE DISK, STAMPED R 324 1935, SET IN A CONCRETE POST PROJECTING 0.3
 AO0160'FEET ABOVE THE GROUND.
 AO0160
 AO0160                          STATION RECOVERY (1997)
 AO0160
 AO0160'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0160'MARK RECOVERED IN POOR CONDITION.
 AO0160
 AO0160                          STATION RECOVERY (2005)
 AO0160
 AO0160'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AO0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0205 ***********************************************************************
 BM0205  DESIGNATION -  R 325
 BM0205  PID         -  BM0205
 BM0205  STATE/COUNTY-  TX/WASHINGTON
 BM0205  USGS QUAD   -  BRENHAM (1989)
 BM0205
 BM0205                         *CURRENT SURVEY CONTROL
 BM0205  ___________________________________________________________________
 BM0205* NAD 83(1986)-  30 09 37.     (N)    096 27 48.     (W)     SCALED    
 BM0205* NAVD 88     -       106.68   (+/-2cm)     350.0    (feet)  VERTCON   
 BM0205  ___________________________________________________________________
 BM0205  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BM0205
 BM0205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0205
 BM0205.The horizontal coordinates were scaled from a topographic map and have
 BM0205.an estimated accuracy of +/- 6 seconds.
 BM0205
 BM0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0205.The vertical order pertains to the NGVD 29 superseded value.
 BM0205
 BM0205.The geoid height was determined by GEOID03.
 BM0205
 BM0205;                    North         East    Units  Estimated Accuracy
 BM0205;SPC TX C     - 3,061,210.    1,072,720.      MT  (+/- 180 meters Scaled)
 BM0205
 BM0205                          SUPERSEDED SURVEY CONTROL
 BM0205
 BM0205  NGVD 29 (??/??/92)  106.641  (m)          349.87   (f) ADJ UNCH    2 0
 BM0205
 BM0205.Superseded values are not recommended for survey control.
 BM0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0205.See file dsdata.txt to determine how the superseded data were derived.
 BM0205
 BM0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU443392(NAD 83)
 BM0205_MARKER: DB = BENCH MARK DISK
 BM0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0205_STAMPING: R 325 1935
 BM0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0205+STABILITY: SURFACE MOTION
 BM0205
 BM0205  HISTORY     - Date     Condition        Report By
 BM0205  HISTORY     - 1935     MONUMENTED       CGS
 BM0205  HISTORY     - 1954     GOOD             NGS
 BM0205  HISTORY     - 1963     MARK NOT FOUND   USGS
 BM0205  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0205
 BM0205                          STATION DESCRIPTION
 BM0205
 BM0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0205'1.8 MI E FROM MILL CREEK.
 BM0205'1.8 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0205'MILL CREEK, WASHINGTON COUNTY, 0.4 MILE WEST OF MILEPOST 25, AT A
 BM0205'CROSSING, AT CATTLE GUARD 25 C, 48 FEET NORTH OF THE CENTERLINE OF THE
 BM0205'TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED R 325 1935 AND
 BM0205'SET IN THE TOP OF A CONCRETE POST.  NOTE-- CATTLE GUARD HAS BEEN
 BM0205'REMOVED.
 BM0205
 BM0205                          STATION RECOVERY (1963)
 BM0205
 BM0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BM0205'MARK NOT FOUND.
 BM0205
 BM0205                          STATION RECOVERY (1999)
 BM0205
 BM0205'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0239 ***********************************************************************
 BM0239  DESIGNATION -  R 326
 BM0239  PID         -  BM0239
 BM0239  STATE/COUNTY-  TX/LEE
 BM0239  USGS QUAD   -  LEDBETTER (1988)
 BM0239
 BM0239                         *CURRENT SURVEY CONTROL
 BM0239  ___________________________________________________________________
 BM0239* NAD 83(1986)-  30 10 14.     (N)    096 51 48.     (W)     SCALED    
 BM0239* NAVD 88     -       141.13   (+/-2cm)     463.0    (feet)  VERTCON   
 BM0239  ___________________________________________________________________
 BM0239  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BM0239
 BM0239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0239
 BM0239.The horizontal coordinates were scaled from a topographic map and have
 BM0239.an estimated accuracy of +/- 6 seconds.
 BM0239
 BM0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0239.The vertical order pertains to the NGVD 29 superseded value.
 BM0239
 BM0239.The geoid height was determined by GEOID03.
 BM0239
 BM0239;                    North         East    Units  Estimated Accuracy
 BM0239;SPC TX C     - 3,061,070.    1,034,180.      MT  (+/- 180 meters Scaled)
 BM0239
 BM0239                          SUPERSEDED SURVEY CONTROL
 BM0239
 BM0239  NGVD 29 (??/??/92)  141.074  (m)          462.84   (f) ADJ UNCH    2 0
 BM0239
 BM0239.Superseded values are not recommended for survey control.
 BM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0239.See file dsdata.txt to determine how the superseded data were derived.
 BM0239
 BM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU057396(NAD 83)
 BM0239_MARKER: DB = BENCH MARK DISK
 BM0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0239_STAMPING: R 326 1935
 BM0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0239+STABILITY: SURFACE MOTION
 BM0239
 BM0239  HISTORY     - Date     Condition        Report By
 BM0239  HISTORY     - 1935     MONUMENTED       CGS
 BM0239  HISTORY     - 1957     GOOD             NGS
 BM0239
 BM0239                          STATION DESCRIPTION
 BM0239
 BM0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BM0239'4.0 MI E FROM GIDDINGS.
 BM0239'4.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0239'GIDDINGS, LEE COUNTY, 105 YARDS WEST OF MILEPOST 51, 72 FEET NORTH OF
 BM0239'U.S. HIGHWAY 290, 47 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 25
 BM0239'FEET WEST OF A GRAVELED ROAD NORTH AND 6 FEET SOUTH OF A POWER POLE. A
 BM0239'STANDARD DISK, STAMPED R 326 1935 AND SET IN THE TOP OF A CONCRETE
 BM0239'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0367 ***********************************************************************
 BM0367  DESIGNATION -  R 327
 BM0367  PID         -  BM0367
 BM0367  STATE/COUNTY-  TX/MILAM
 BM0367  USGS QUAD   -  PETTIBONE (1989)
 BM0367
 BM0367                         *CURRENT SURVEY CONTROL
 BM0367  ___________________________________________________________________
 BM0367* NAD 83(1986)-  30 50 54.     (N)    097 03 01.     (W)     SCALED    
 BM0367* NAVD 88     -       149.44   (+/-2cm)     490.3    (feet)  VERTCON   
 BM0367  ___________________________________________________________________
 BM0367  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BM0367
 BM0367  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0367
 BM0367.The horizontal coordinates were scaled from a topographic map and have
 BM0367.an estimated accuracy of +/- 6 seconds.
 BM0367
 BM0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0367.The vertical order pertains to the NGVD 29 superseded value.
 BM0367
 BM0367.The geoid height was determined by GEOID03.
 BM0367
 BM0367;                    North         East    Units  Estimated Accuracy
 BM0367;SPC TX C     - 3,135,630.    1,013,960.      MT  (+/- 180 meters Scaled)
 BM0367
 BM0367                          SUPERSEDED SURVEY CONTROL
 BM0367
 BM0367  NGVD 29 (??/??/92)  149.377  (m)          490.08   (f) ADJ UNCH    2 0
 BM0367
 BM0367.Superseded values are not recommended for survey control.
 BM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0367.See file dsdata.txt to determine how the superseded data were derived.
 BM0367
 BM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV864144(NAD 83)
 BM0367_MARKER: DB = BENCH MARK DISK
 BM0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0367_STAMPING: R 327 1935
 BM0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0367+STABILITY: SURFACE MOTION
 BM0367
 BM0367  HISTORY     - Date     Condition        Report By
 BM0367  HISTORY     - 1935     MONUMENTED       CGS
 BM0367  HISTORY     - 19991112 GOOD             USPSQD
 BM0367
 BM0367                          STATION DESCRIPTION
 BM0367
 BM0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0367'3.8 MI W FROM CAMERON.
 BM0367'3.8 MILES W OF AND ALONG THE SANTE FE RR 0.4 MILE W OF MILEPOST 192.
 BM0367'52 FEET S OF CENTER OF TRACK.  19 FEET E OF A GRAVEL ROAD.  IN A FENCE
 BM0367'CORNER AT A CROSSING.
 BM0367
 BM0367                          STATION RECOVERY (1999)
 BM0367
 BM0367'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0033 ***********************************************************************
 AY0033  DESIGNATION -  R 329
 AY0033  PID         -  AY0033
 AY0033  STATE/COUNTY-  TX/COMAL
 AY0033  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0033
 AY0033                         *CURRENT SURVEY CONTROL
 AY0033  ___________________________________________________________________
 AY0033* NAD 83(1986)-  29 41 56.     (N)    098 06 23.     (W)     SCALED    
 AY0033* NAVD 88     -       191.199  (meters)     627.29   (feet)  ADJUSTED  
 AY0033  ___________________________________________________________________
 AY0033  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY0033  DYNAMIC HT  -         190.925 (meters)     626.39  (feet)  COMP
 AY0033  MODELED GRAV-     979,206.5   (mgal)                       NAVD 88
 AY0033
 AY0033  VERT ORDER  -  FIRST     CLASS II
 AY0033
 AY0033.The horizontal coordinates were scaled from a topographic map and have
 AY0033.an estimated accuracy of +/- 6 seconds.
 AY0033
 AY0033.The orthometric height was determined by differential leveling
 AY0033.and adjusted by the National Geodetic Survey in June 1991..
 AY0033
 AY0033.The geoid height was determined by GEOID03.
 AY0033
 AY0033.The dynamic height is computed by dividing the NAVD 88
 AY0033.geopotential number by the normal gravity value computed on the
 AY0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0033.degrees latitude (g = 980.6199 gals.).
 AY0033
 AY0033.The modeled gravity was interpolated from observed gravity values.
 AY0033
 AY0033;                    North         East    Units  Estimated Accuracy
 AY0033;SPC TXSC     - 4,207,080.      686,470.      MT  (+/- 180 meters Scaled)
 AY0033
 AY0033                          SUPERSEDED SURVEY CONTROL
 AY0033
 AY0033  NGVD 29 (??/??/92)  191.103  (m)          626.98   (f) ADJ UNCH    1 2
 AY0033
 AY0033.Superseded values are not recommended for survey control.
 AY0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0033.See file dsdata.txt to determine how the superseded data were derived.
 AY0033
 AY0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT864857(NAD 83)
 AY0033_MARKER: DB = BENCH MARK DISK
 AY0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0033_SP_SET: ABUTMENT
 AY0033_STAMPING: R 329 1935
 AY0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0033
 AY0033  HISTORY     - Date     Condition        Report By
 AY0033  HISTORY     - 1935     MONUMENTED       CGS
 AY0033  HISTORY     - 1943     GOOD             NGS
 AY0033  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0033  HISTORY     - 19880412 GOOD             USPSQD
 AY0033  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0033  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0033
 AY0033                          STATION DESCRIPTION
 AY0033
 AY0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0033'0.6 MI E FROM NEW BRAUNFELS.
 AY0033'BENCH MARK IS 0.6 MILE EASTERLY ALONG THE INTERNATIONAL AND GREAT
 AY0033'NORTHERN RAILROAD, FROM THE STATION AT NEW BRAUNFELS.  AT THE RR.
 AY0033'BRIDGE OVER THE GUADALUPE RIVER.  9.0 FEET NORTH OF, AND ABOUT THE
 AY0033'SAME ELEVATION AS, THE CENTERLINE OF THE RR., AND SET HORIZONTALLY IN
 AY0033'THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE.
 AY0033'A DISK SET IN A DRILL HOLE.
 AY0033
 AY0033                          STATION RECOVERY (1980)
 AY0033
 AY0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0033'SEARCHED FOR, NOT RECOVERED.
 AY0033
 AY0033                          STATION RECOVERY (1988)
 AY0033
 AY0033'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0033'RECOVERED IN GOOD CONDITION.
 AY0033
 AY0033                          STATION RECOVERY (1999)
 AY0033
 AY0033'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0033'MARK NOT FOUND.
 AY0033
 AY0033                          STATION RECOVERY (2003)
 AY0033
 AY0033'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AY0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0034 ***********************************************************************
 AY0034  DESIGNATION -  R 329 RESET 1943
 AY0034  PID         -  AY0034
 AY0034  STATE/COUNTY-  TX/COMAL
 AY0034  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0034
 AY0034                         *CURRENT SURVEY CONTROL
 AY0034  ___________________________________________________________________
 AY0034* NAD 83(1986)-  29 41 56.     (N)    098 06 23.     (W)     SCALED    
 AY0034* NAVD 88     -       189.07   (meters)     620.3    (feet)  RESET     
 AY0034  ___________________________________________________________________
 AY0034  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY0034
 AY0034  VERT ORDER  -  THIRD
 AY0034
 AY0034.The horizontal coordinates were scaled from a topographic map and have
 AY0034.an estimated accuracy of +/- 6 seconds.
 AY0034
 AY0034.The orthometric height was computed from unverified reset data.
 AY0034
 AY0034.The geoid height was determined by GEOID03.
 AY0034
 AY0034;                    North         East    Units  Estimated Accuracy
 AY0034;SPC TXSC     - 4,207,080.      686,470.      MT  (+/- 180 meters Scaled)
 AY0034
 AY0034                          SUPERSEDED SURVEY CONTROL
 AY0034
 AY0034.No superseded survey control is available for this station.
 AY0034
 AY0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT864857(NAD 83)
 AY0034_MARKER: DB = BENCH MARK DISK
 AY0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0034_SP_SET: PIER
 AY0034_STAMPING: R 329 RESET 1943
 AY0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0034
 AY0034  HISTORY     - Date     Condition        Report By
 AY0034  HISTORY     - 1943     MONUMENTED       MPRR
 AY0034  HISTORY     - 1943     GOOD             NGS
 AY0034  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0034  HISTORY     - 19990925 GOOD             USPSQD
 AY0034  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0034
 AY0034                          STATION DESCRIPTION
 AY0034
 AY0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0034'0.5 MI E FROM NEW BRAUNFELS.
 AY0034'0.5 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AY0034'NEW BRAUNFELS, COMAL COUNTY, AT BRIDGE 226.5 OVER GUADALUPE RIVER, IN
 AY0034'THE TOP OF THE NORTH END OF THE THIRD PIER FROM THE EAST END, AND 10
 AY0034'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED R
 AY0034'329 RESET 1943.
 AY0034
 AY0034                          STATION RECOVERY (1990)
 AY0034
 AY0034'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0034'MARK NOT FOUND.
 AY0034
 AY0034                          STATION RECOVERY (1999)
 AY0034
 AY0034'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0034'RECOVERED IN GOOD CONDITION.
 AY0034
 AY0034                          STATION RECOVERY (2003)
 AY0034
 AY0034'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AY0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1326 ***********************************************************************
 AY1326  DESIGNATION -  R 33
 AY1326  PID         -  AY1326
 AY1326  STATE/COUNTY-  TX/UVALDE
 AY1326  USGS QUAD   -  KNIPPA (1971)
 AY1326
 AY1326                         *CURRENT SURVEY CONTROL
 AY1326  ___________________________________________________________________
 AY1326* NAD 83(1986)-  29 17 33.     (N)    099 38 59.     (W)     SCALED    
 AY1326* NAVD 88     -       299.002  (meters)     980.98   (feet)  ADJUSTED  
 AY1326  ___________________________________________________________________
 AY1326  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AY1326  DYNAMIC HT  -         298.568 (meters)     979.55  (feet)  COMP
 AY1326  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AY1326
 AY1326  VERT ORDER  -  FIRST     CLASS II
 AY1326
 AY1326.The horizontal coordinates were scaled from a topographic map and have
 AY1326.an estimated accuracy of +/- 6 seconds.
 AY1326
 AY1326.The orthometric height was determined by differential leveling
 AY1326.and adjusted by the National Geodetic Survey in June 1991..
 AY1326
 AY1326.The geoid height was determined by GEOID03.
 AY1326
 AY1326.The dynamic height is computed by dividing the NAVD 88
 AY1326.geopotential number by the normal gravity value computed on the
 AY1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1326.degrees latitude (g = 980.6199 gals.).
 AY1326
 AY1326.The modeled gravity was interpolated from observed gravity values.
 AY1326
 AY1326;                    North         East    Units  Estimated Accuracy
 AY1326;SPC TXSC     - 4,161,890.      536,880.      MT  (+/- 180 meters Scaled)
 AY1326
 AY1326                          SUPERSEDED SURVEY CONTROL
 AY1326
 AY1326  NGVD 29 (??/??/92)  298.872  (m)          980.55   (f) ADJ UNCH    1 2
 AY1326
 AY1326.Superseded values are not recommended for survey control.
 AY1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1326.See file dsdata.txt to determine how the superseded data were derived.
 AY1326
 AY1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT368405(NAD 83)
 AY1326_MARKER: DB = BENCH MARK DISK
 AY1326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1326_SP_SET: BRIDGE
 AY1326_STAMPING: R 33 1917 ELEV 980.595 FT
 AY1326_MARK LOGO: CGS   
 AY1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1326+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2004
 AY1326
 AY1326  HISTORY     - Date     Condition        Report By
 AY1326  HISTORY     - 1917     MONUMENTED       CGS
 AY1326  HISTORY     - 1957     GOOD             NGS
 AY1326  HISTORY     - 1982     GOOD             NGS
 AY1326  HISTORY     - 1988     POOR             USPSQD
 AY1326  HISTORY     - 20040924 GOOD             CTBG
 AY1326
 AY1326                          STATION DESCRIPTION
 AY1326
 AY1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1326'0.7 MI W FROM KNIPPA.
 AY1326'0.7 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1326'STATION AT KNIPPA, 1 POLE EAST OF MILEPOST 291, 7.4 FEET SOUTH OF THE
 AY1326'SOUTH RAIL, 1.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 AY1326'SOUTH END OF THE WEST STONE ABUTMENT OF A STEEL BRIDGE OVER THE EAST
 AY1326'FRIO RIVER.
 AY1326
 AY1326                          STATION RECOVERY (1982)
 AY1326
 AY1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1326'MARK RECOVERED THIS DATE, NOTE, 1.2 KM (0.75 MI) WEST SOUTHWEST ALONG
 AY1326'U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 1049 SOUTH IN KNIPPA.
 AY1326
 AY1326                          STATION RECOVERY (1988)
 AY1326
 AY1326'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1326'MARK RECOVERED IN POOR CONDITION.
 AY1326
 AY1326                          STATION RECOVERY (2004)
 AY1326
 AY1326'RECOVERY NOTE BY CARTER AND BURGESS INCORPORATED 2004 (JG)
 AY1326'TOO CLOSE TO MAINLINE RR TRACKS FOR STABLE GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0723 ***********************************************************************
 AN0723  DESIGNATION -  R 331
 AN0723  PID         -  AN0723
 AN0723  STATE/COUNTY-  TX/JACKSON
 AN0723  USGS QUAD   -  EDNA (1995)
 AN0723
 AN0723                         *CURRENT SURVEY CONTROL
 AN0723  ___________________________________________________________________
 AN0723* NAD 83(1986)-  28 56 36.     (N)    096 42 55.     (W)     SCALED    
 AN0723* NAVD 88     -        19.86   (+/-2cm)      65.2    (feet)  VERTCON   
 AN0723  ___________________________________________________________________
 AN0723  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0723
 AN0723  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0723
 AN0723.The horizontal coordinates were scaled from a topographic map and have
 AN0723.an estimated accuracy of +/- 6 seconds.
 AN0723
 AN0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0723.The vertical order pertains to the NGVD 29 superseded value.
 AN0723
 AN0723.The geoid height was determined by GEOID03.
 AN0723
 AN0723;                    North         East    Units  Estimated Accuracy
 AN0723;SPC TXSC     - 4,125,190.      822,700.      MT  (+/- 180 meters Scaled)
 AN0723
 AN0723                          SUPERSEDED SURVEY CONTROL
 AN0723
 AN0723  NGVD 29 (??/??/92)   19.901  (m)           65.29   (f) ADJ UNCH    2 0
 AN0723
 AN0723.Superseded values are not recommended for survey control.
 AN0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0723.See file dsdata.txt to determine how the superseded data were derived.
 AN0723
 AN0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT226038(NAD 83)
 AN0723_MARKER: DB = BENCH MARK DISK
 AN0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0723_STAMPING: R 331 1935
 AN0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0723+STABILITY: SURFACE MOTION
 AN0723
 AN0723  HISTORY     - Date     Condition        Report By
 AN0723  HISTORY     - 1935     MONUMENTED       CGS
 AN0723  HISTORY     - 1972     GOOD             NGS
 AN0723
 AN0723                          STATION DESCRIPTION
 AN0723
 AN0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0723'5.35 MI NE FROM INEZ.
 AN0723'ABOUT 5.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AN0723'THE CROSSING OF FARM ROAD 444 AT INEZ, ABOUT 0.65 MILE SOUTHWEST OF
 AN0723'THE CROSSING OF STATE HIGHWAY 234 AT EL TORO, 95 1/2 FEET WEST OF AND
 AN0723'ACROSS THE TRACK FROM MILEPOST 71, 45.3 FEET NORTHWEST OF THE
 AN0723'NORTHWEST RAIL, 49 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AN0723'SOUTHEAST LANE OF THE US HIGHWAY 59, 21 1/2 FEET SOUTHWEST OF A
 AN0723'TELEPHONE POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW
 AN0723'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 AN0723'ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK IS CHIPPED BUT SOLID IN
 AN0723'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1019 ***********************************************************************
 AN1019  DESIGNATION -  R 332
 AN1019  PID         -  AN1019
 AN1019  STATE/COUNTY-  TX/GOLIAD
 AN1019  USGS QUAD   -  MELO (1987)
 AN1019
 AN1019                         *CURRENT SURVEY CONTROL
 AN1019  ___________________________________________________________________
 AN1019* NAD 83(1986)-  28 35 59.     (N)    097 27 06.     (W)     SCALED    
 AN1019* NAVD 88     -        62.63   (+/-2cm)     205.5    (feet)  VERTCON   
 AN1019  ___________________________________________________________________
 AN1019  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1019
 AN1019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1019
 AN1019.The horizontal coordinates were scaled from a topographic map and have
 AN1019.an estimated accuracy of +/- 6 seconds.
 AN1019
 AN1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1019.The vertical order pertains to the NGVD 29 superseded value.
 AN1019
 AN1019.The geoid height was determined by GEOID03.
 AN1019
 AN1019;                    North         East    Units  Estimated Accuracy
 AN1019;SPC TXSC     - 4,085,940.      751,430.      MT  (+/- 180 meters Scaled)
 AN1019
 AN1019                          SUPERSEDED SURVEY CONTROL
 AN1019
 AN1019  NGVD 29 (??/??/92)   62.68   (m)          205.6    (f) COMPUTED    2 0
 AN1019
 AN1019.Superseded values are not recommended for survey control.
 AN1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1019.See file dsdata.txt to determine how the superseded data were derived.
 AN1019
 AN1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS513646(NAD 83)
 AN1019_MARKER: DB = BENCH MARK DISK
 AN1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1019_STAMPING: R 332 1935
 AN1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1019+STABILITY: SURFACE MOTION
 AN1019
 AN1019  HISTORY     - Date     Condition        Report By
 AN1019  HISTORY     - 1935     MONUMENTED       CGS
 AN1019
 AN1019                          STATION DESCRIPTION
 AN1019
 AN1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1019'6.4 MI SW FROM GOLIAD.
 AN1019'6.4 MILES SW OF COUNTY COURTHOUSE AND ALONG THE S P R R 400 FEET N OF
 AN1019'MILEPOST 123.  45 FEET W OF CENTER OF TRACK AND CLOSE TO R/W FENCE. 15
 AN1019'FEET N OF A FARM SIDE ROAD CROSSING.  RAILWAY STARTS S OVER HIGH FILL
 AN1019'AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1054 ***********************************************************************
 AX1054  DESIGNATION -  R 333
 AX1054  PID         -  AX1054
 AX1054  STATE/COUNTY-  TX/COLORADO
 AX1054  USGS QUAD   -  ELLINGER (1981)
 AX1054
 AX1054                         *CURRENT SURVEY CONTROL
 AX1054  ___________________________________________________________________
 AX1054* NAD 83(1986)-  29 48 23.     (N)    096 39 19.     (W)     SCALED    
 AX1054* NAVD 88     -        92.27   (+/-2cm)     302.7    (feet)  VERTCON   
 AX1054  ___________________________________________________________________
 AX1054  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1054
 AX1054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1054
 AX1054.The horizontal coordinates were scaled from a topographic map and have
 AX1054.an estimated accuracy of +/- 6 seconds.
 AX1054
 AX1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1054.The vertical order pertains to the NGVD 29 superseded value.
 AX1054
 AX1054.The geoid height was determined by GEOID03.
 AX1054
 AX1054;                    North         East    Units  Estimated Accuracy
 AX1054;SPC TXSC     - 4,220,940.      826,630.      MT  (+/- 180 meters Scaled)
 AX1054
 AX1054                          SUPERSEDED SURVEY CONTROL
 AX1054
 AX1054  NGVD 29 (??/??/92)   92.233  (m)          302.60   (f) ADJ UNCH    2 0
 AX1054
 AX1054.Superseded values are not recommended for survey control.
 AX1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1054.See file dsdata.txt to determine how the superseded data were derived.
 AX1054
 AX1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT266996(NAD 83)
 AX1054_MARKER: DB = BENCH MARK DISK
 AX1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1054_STAMPING: R 333 1935
 AX1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1054+STABILITY: SURFACE MOTION
 AX1054
 AX1054  HISTORY     - Date     Condition        Report By
 AX1054  HISTORY     - 1935     MONUMENTED       CGS
 AX1054
 AX1054                          STATION DESCRIPTION
 AX1054
 AX1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1054'3.8 MI SE FROM ELLINGER.
 AX1054'IN COLORADO COUNTY, 3.8 MILES SOUTHEAST ALONG THE ABANDONED LA GRANGE
 AX1054'BRANCH OF THE SOUTHERN PACIFIC RAILROAD FROM ELLINGER, FAYETTE COUNTY,
 AX1054'200 FEET SOUTHEAST OF MILEPOST 9 AT A DIRT ROAD CROSSING, 12 FEET
 AX1054'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 40 FEET NORTHEAST OF THE
 AX1054'CENTERLINE OF THE RAILROAD BED A STANDARD DISK, STAMPED R 333 1935 AND
 AX1054'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1564 ***********************************************************************
 AN1564  DESIGNATION -  R 334
 AN1564  PID         -  AN1564
 AN1564  STATE/COUNTY-  TX/BEE
 AN1564  USGS QUAD   -  TYNAN (1979)
 AN1564
 AN1564                         *CURRENT SURVEY CONTROL
 AN1564  ___________________________________________________________________
 AN1564* NAD 83(1986)-  28 10 00.     (N)    097 45 33.     (W)     SCALED    
 AN1564* NAVD 88     -        49.837  (meters)     163.51   (feet)  POSTED    
 AN1564  ___________________________________________________________________
 AN1564  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN1564  DYNAMIC HT  -          49.760 (meters)     163.25  (feet)  COMP
 AN1564  MODELED GRAV-     979,135.7   (mgal)                       NAVD 88
 AN1564
 AN1564  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AN1564
 AN1564.The horizontal coordinates were scaled from a topographic map and have
 AN1564.an estimated accuracy of +/- 6 seconds.
 AN1564
 AN1564.The orthometric height was determined by differential leveling
 AN1564.and adjusted by the National Geodetic Survey in 1992..
 AN1564.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AN1564.rate of 1.1 thru 2.0 mm/km.
 AN1564
 AN1564.The geoid height was determined by GEOID03.
 AN1564
 AN1564.The dynamic height is computed by dividing the NAVD 88
 AN1564.geopotential number by the normal gravity value computed on the
 AN1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1564.degrees latitude (g = 980.6199 gals.).
 AN1564
 AN1564.The modeled gravity was interpolated from observed gravity values.
 AN1564
 AN1564;                    North         East    Units  Estimated Accuracy
 AN1564;SPC TXSC     - 4,037,590.      721,870.      MT  (+/- 180 meters Scaled)
 AN1564
 AN1564                          SUPERSEDED SURVEY CONTROL
 AN1564
 AN1564  NGVD 29 (??/??/92)   49.871  (m)          163.62   (f) ADJ UNCH    2 0
 AN1564
 AN1564.Superseded values are not recommended for survey control.
 AN1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1564.See file dsdata.txt to determine how the superseded data were derived.
 AN1564
 AN1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS218162(NAD 83)
 AN1564_MARKER: DB = BENCH MARK DISK
 AN1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1564_STAMPING: R-334 1935
 AN1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1564+STABILITY: SURFACE MOTION
 AN1564
 AN1564  HISTORY     - Date     Condition        Report By
 AN1564  HISTORY     - 1935     MONUMENTED       CGS
 AN1564  HISTORY     - 1975     GOOD             USGS
 AN1564
 AN1564                          STATION DESCRIPTION
 AN1564
 AN1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1564'IN TYNAN.
 AN1564'ALONG S.P.R.R. 45 FEET WEST OF THE TRACK.  IN LINE WITH A ROW OF
 AN1564'POLES.  160 YDS. SOUTH OF S.P. DEPOT.  42 FEET NORTH OF FENCE AROUND
 AN1564'SECTION HOUSE YARD.
 AN1564
 AN1564                          STATION RECOVERY (1975)
 AN1564
 AN1564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1564'AT TYNAN, BEE COUNTY, ON THE SOUTHERN PACIFIC RAILROAD. ABOUT 1090
 AN1564'FT. SOUTHWEST OF THE CROSSING OF FARM TO MARKET ROAD 796. 32 FT. NW
 AN1564'OF THE CENTERLINE OF THE RR TRACK, 38 FT. NE OF THE CENTERLINE OF A
 AN1564'ROAD TO THE NW. IN A CONCRETE POST PROJECTING 0.2 FT ABOVE GROUND. A
 AN1564'STANDARD TABLET STAMPED R 334 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0089 ***********************************************************************
 BL0089  SACS        -  This is a Secondary Airport Control Station.
 BL0089  DESIGNATION -  R 335
 BL0089  PID         -  BL0089
 BL0089  STATE/COUNTY-  TX/JASPER
 BL0089  USGS QUAD   -  JASPER WEST (1984)
 BL0089
 BL0089                         *CURRENT SURVEY CONTROL
 BL0089  ___________________________________________________________________
 BL0089* NAD 83(1993)-  30 54 00.59240(N)    094 02 04.98804(W)     ADJUSTED  
 BL0089* NAVD 88     -        68.58   (meters)     225.0    (feet)  GPS OBS   
 BL0089  ___________________________________________________________________
 BL0089  X           -    -385,417.449 (meters)                     COMP
 BL0089  Y           -  -5,464,142.573 (meters)                     COMP
 BL0089  Z           -   3,256,421.795 (meters)                     COMP
 BL0089  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 BL0089  ELLIP HEIGHT-          40.69  (meters)          (09/06/01) GPS OBS
 BL0089  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BL0089
 BL0089  HORZ ORDER  -  FIRST
 BL0089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0089  ELLP ORDER  -  FOURTH    CLASS II
 BL0089
 BL0089.This mark is at Jasper Co-Bell Fld (JAS) Airport (JAS)
 BL0089
 BL0089.The horizontal coordinates were established by GPS observations
 BL0089.and adjusted by the National Geodetic Survey in March 1998..
 BL0089
 BL0089.The orthometric height was determined by GPS observations and a
 BL0089.high-resolution geoid model.
 BL0089
 BL0089.GPS derived orthometric heights for airport stations designated as
 BL0089.PACS or SACS are published to 2 decimal places.  This maintains
 BL0089.centimeter relative accuracy between the PACS and SACS.  It does
 BL0089.not indicate centimeter accuracy relative to other marks which are
 BL0089.part of the NAVD 88 network.
 BL0089.The vertical order pertains to the NGVD 29 superseded value.
 BL0089
 BL0089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL0089
 BL0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0089
 BL0089.The ellipsoidal height was determined by GPS observations
 BL0089.and is referenced to NAD 83.
 BL0089
 BL0089.The geoid height was determined by GEOID03.
 BL0089
 BL0089;                    North         East     Units Scale Factor Converg.
 BL0089;SPC TX C     - 3,153,780.549 1,301,778.367   MT  0.99988330   +3 14 39.0
 BL0089;SPC TX C     -10,347,028.35  4,270,917.86   sFT  0.99988330   +3 14 39.0
 BL0089;UTM  15      - 3,418,996.320   401,114.142   MT  0.99972062   -0 31 53.1
 BL0089
 BL0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0089!SPC TX C     -   0.99999361  x   0.99988330  =   0.99987691
 BL0089!UTM  15      -   0.99999361  x   0.99972062  =   0.99971423
 BL0089
 BL0089                          SUPERSEDED SURVEY CONTROL
 BL0089
 BL0089  ELLIP H (03/06/98)   40.83   (m)                       GP(       ) 4 2
 BL0089  NGVD 29 (??/??/92)   68.681  (m)          225.33   (f) ADJ UNCH    2 0
 BL0089
 BL0089.Superseded values are not recommended for survey control.
 BL0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0089.See file dsdata.txt to determine how the superseded data were derived.
 BL0089
 BL0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0111418996(NAD 83)
 BL0089_MARKER: DB = BENCH MARK DISK
 BL0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0089_STAMPING: R 335 1952
 BL0089_MARK LOGO: CGS   
 BL0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0089+STABILITY: SURFACE MOTION
 BL0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0089+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1997
 BL0089
 BL0089  HISTORY     - Date     Condition        Report By
 BL0089  HISTORY     - 1952     MONUMENTED       CGS
 BL0089  HISTORY     - 1978     MARK NOT FOUND   USGS
 BL0089  HISTORY     - 19970331 GOOD             NGS
 BL0089
 BL0089                          STATION DESCRIPTION
 BL0089
 BL0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0089'2.65 MI SW FROM JASPER.
 BL0089'1.5 MILES WEST ALONG U.S. HIGHWAY 190 AND STATE HIGHWAY 63 FROM THE
 BL0089'COURTHOUSE AT JASPER, THENCE 1.15 MILES SOUTHWEST ALONG FARM ROAD 777,
 BL0089'AT A JUNCTION WITH A DIRT ROAD LEADING EAST, ACROSS THE ROAD FROM THE
 BL0089'H.E. WARNER FARM HOME, 65 FEET EAST OF A POWER POLE, 43 FEET EAST OF
 BL0089'THE CENTER LINE OF THE FARM ROAD, 26 FEET SOUTH OF THE CENTER LINE OF
 BL0089'THE DIRT ROAD, 2.4 FEET NORTH OF A FENCE CORNER, 1.4 FEET EAST OF A
 BL0089'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BL0089'FOOT ABOVE THE GROUND.
 BL0089
 BL0089                          STATION RECOVERY (1978)
 BL0089
 BL0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0089'MARK NOT FOUND.
 BL0089
 BL0089                          STATION RECOVERY (1997)
 BL0089
 BL0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BL0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 26 MAR 1997 (WCW) .
 BL0089'RECOVERED WITH SUSPECT CONDITION--NEARBY TREES BELIEVED TO HAVE CAUSED
 BL0089'LATERAL SURFACE MOTION-- WITH NEW DESCRIPTION AS FOLLOWS.  THE STATION
 BL0089'IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF JASPER, JUST NORTH OF THE
 BL0089'JASPER COUNTY AIRPORT.  OWNERSHIP--CHARLES W.  JONES, C/O JONES
 BL0089'ENTERPRISES, P.O.  BOX 3883, JASPER TX 75951.  TO REACH THE STATION
 BL0089'FROM THE JUNCTION OF COMBINED U.S.  HIGHWAY 190 AND STATE HIGHWAY 63
 BL0089'(GIBSON) WITH U.S.  HIGHWAY 96 (WHEELER) IN JASPER, GO SOUTHWESTERLY
 BL0089'ON U.S.  HIGHWAY 190 FOR A TOTAL OF 4.3 KM (2.65 MI) , PASSING THE
 BL0089'JUNCTION FOR STATE HIGHWAY 63 WEST AT 2.6 KM (1.60 MI) , TO FARM ROAD
 BL0089'777.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) TO A DIRT ROAD ON
 BL0089'RIGHT AND THE STATION ON RIGHT IN A GROVE OF PINE TREES.  THE MARK IS
 BL0089'A CGS BENCHMARK IN A ROUND CONCRETE MONUMENT. THE MARK IS LOCATED
 BL0089'ABOUT 91.5 M (300.2 FT) SOUTH FROM COUNTY ROAD 136 CENTER, 25.9 M
 BL0089'(85.0 FT) NORTHERLY FROM A MAILBOX --BOX 74 HOLLIE WARNER--, 20.1 M
 BL0089'(65.9 FT) EAST FROM A UTILITY POLE WITH ONE TRANSFORMER AND TELEPHONE
 BL0089'JUNCTION BOX, 12.5 M (41.0 FT) EAST FROM FARM ROAD 777 CENTER, 9.1 M
 BL0089'(29.9 FT) SOUTH FROM THE DIRT ROAD CENTER, 6.6 M (21.7 FT) SOUTHEAST
 BL0089'FROM THE SOUTH END OF AN EIGHTEEN INCH CONCRETE CULVERT, 2.0 M (6.6
 BL0089'FT) SOUTH SOUTHEAST FROM A TWO TRUNKED PINE TREE, 1.0 M (3.3 FT)
 BL0089'SOUTHEAST FROM A 25 CM (10 IN) PINE TREE, AND 0.6 M (2.0 FT) NORTH
 BL0089'FROM A STANDARD ORANGE FIBERGLASS WITNESS POST.  THE MARK IS 15 CM (6
 BL0089'IN) BELOW GRADE, AND 0.3 M (1.0 FT) BELOW THE FARM ROAD.  NOTE--THIS
 BL0089'IS A SECONDARY AIRPORT CONTROL STATION (SACS) .  DESC 31MAR1997 WC
 BL0089'WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0409 ***********************************************************************
 BY0409  DESIGNATION -  R 336
 BY0409  PID         -  BY0409
 BY0409  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0409  USGS QUAD   -  CHINQUAPIN (1984)
 BY0409
 BY0409                         *CURRENT SURVEY CONTROL
 BY0409  ___________________________________________________________________
 BY0409* NAD 83(1986)-  31 24 12.     (N)    094 05 38.     (W)     SCALED    
 BY0409* NAVD 88     -        78.03   (+/-2cm)     256.0    (feet)  VERTCON   
 BY0409  ___________________________________________________________________
 BY0409  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY0409
 BY0409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0409
 BY0409.The horizontal coordinates were scaled from a topographic map and have
 BY0409.an estimated accuracy of +/- 6 seconds.
 BY0409
 BY0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0409.The vertical order pertains to the NGVD 29 superseded value.
 BY0409
 BY0409.The geoid height was determined by GEOID03.
 BY0409
 BY0409;                    North         East    Units  Estimated Accuracy
 BY0409;SPC TX C     - 3,209,160.    1,293,000.      MT  (+/- 180 meters Scaled)
 BY0409
 BY0409                          SUPERSEDED SURVEY CONTROL
 BY0409
 BY0409  NGVD 29 (??/??/92)   78.052  (m)          256.08   (f) ADJ UNCH    2 0
 BY0409
 BY0409.Superseded values are not recommended for survey control.
 BY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0409.See file dsdata.txt to determine how the superseded data were derived.
 BY0409
 BY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ960748(NAD 83)
 BY0409_MARKER: DB = BENCH MARK DISK
 BY0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0409_STAMPING: R 336 1952
 BY0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0409+STABILITY: SURFACE MOTION
 BY0409
 BY0409  HISTORY     - Date     Condition        Report By
 BY0409  HISTORY     - 1952     MONUMENTED       CGS
 BY0409
 BY0409                          STATION DESCRIPTION
 BY0409
 BY0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0409'8.15 MI NW FROM BRONSON.
 BY0409'2.8 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0409'HIGHWAY 96 AT BRONSON, THENCE 0.4 MILE SOUTHWEST ALONG A CLAY ROAD,
 BY0409'THENCE 1.35 MILE NORTHWEST ALONG A CLAY ROAD, THENCE 0.75 MILE WEST
 BY0409'ALONG A DIRT ROAD, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 BY0409'THENCE 0.75 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.35 MILE
 BY0409'NORTH ALONG A GRADED DIRT ROAD, 75 FEET NORTH OF THE NORTHWEST CORNER
 BY0409'OF A SMALL BUILDING, JUST NORTH OF THE J.T. AINSWORTH STORE, 68 FEET
 BY0409'NORTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING NORTHWEST,
 BY0409'52 FEET SOUTHEAST OF A 14 INCH PINE TREE, 38 FEET SOUTH OF THE CENTER
 BY0409'LINE OF A DIRT ROAD LEADING EAST, 18.5 FEET SOUTH OF A FENCE CORNER,
 BY0409'4.4 FEET SOUTHWEST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET
 BY0409'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BY0409'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2098 ***********************************************************************
 BY2098  DESIGNATION -  R 337
 BY2098  PID         -  BY2098
 BY2098  STATE/COUNTY-  TX/ANDERSON
 BY2098  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2098
 BY2098                         *CURRENT SURVEY CONTROL
 BY2098  ___________________________________________________________________
 BY2098* NAD 83(1986)-  31 43 35.     (N)    095 36 40.     (W)     SCALED    
 BY2098* NAVD 88     -       129.838  (meters)     425.98   (feet)  ADJUSTED  
 BY2098  ___________________________________________________________________
 BY2098  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2098  DYNAMIC HT  -         129.679 (meters)     425.46  (feet)  COMP
 BY2098  MODELED GRAV-     979,412.8   (mgal)                       NAVD 88
 BY2098
 BY2098  VERT ORDER  -  FIRST     CLASS II
 BY2098
 BY2098.The horizontal coordinates were scaled from a topographic map and have
 BY2098.an estimated accuracy of +/- 6 seconds.
 BY2098
 BY2098.The orthometric height was determined by differential leveling
 BY2098.and adjusted by the National Geodetic Survey in June 1991..
 BY2098
 BY2098.The geoid height was determined by GEOID03.
 BY2098
 BY2098.The dynamic height is computed by dividing the NAVD 88
 BY2098.geopotential number by the normal gravity value computed on the
 BY2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2098.degrees latitude (g = 980.6199 gals.).
 BY2098
 BY2098.The modeled gravity was interpolated from observed gravity values.
 BY2098
 BY2098;                    North         East    Units  Estimated Accuracy
 BY2098;SPC TX C     - 3,237,840.    1,147,390.      MT  (+/- 180 meters Scaled)
 BY2098
 BY2098                          SUPERSEDED SURVEY CONTROL
 BY2098
 BY2098  NGVD 29 (??/??/92)  129.809  (m)          425.88   (f) ADJ UNCH    1 2
 BY2098
 BY2098.Superseded values are not recommended for survey control.
 BY2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2098.See file dsdata.txt to determine how the superseded data were derived.
 BY2098
 BY2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR525130(NAD 83)
 BY2098_MARKER: DB = BENCH MARK DISK
 BY2098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2098_SP_SET: CULVERT
 BY2098_STAMPING: R 337 1952
 BY2098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2098
 BY2098  HISTORY     - Date     Condition        Report By
 BY2098  HISTORY     - 1952     MONUMENTED       CGS
 BY2098  HISTORY     - 1960     GOOD             NGS
 BY2098
 BY2098                          STATION DESCRIPTION
 BY2098
 BY2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2098'4.2 MI S FROM PALESTINE.
 BY2098'ABOUT 4.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2098'STATION AT PALESTINE, 3 POLES SOUTH OF MILEPOST 3, 30 FEET EAST OF THE
 BY2098'EAST RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 19 FEET NORTH OF A
 BY2098'TELEPHONE POLE, SET IN THE TOP AT THE NORTH END OF THE EAST CONCRETE
 BY2098'HEADWALL OF A CULVERT, AND ABOUT 12 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0619 ***********************************************************************
 GK0619  DESIGNATION -  R 338
 GK0619  PID         -  GK0619
 GK0619  STATE/COUNTY-  TX/SHERMAN
 GK0619  USGS QUAD   -  SUNRAY (1972)
 GK0619
 GK0619                         *CURRENT SURVEY CONTROL
 GK0619  ___________________________________________________________________
 GK0619* NAD 83(1986)-  36 03 48.     (N)    101 49 44.     (W)     SCALED    
 GK0619* NAVD 88     -      1047.287  (meters)    3435.97   (feet)  ADJUSTED  
 GK0619  ___________________________________________________________________
 GK0619  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 GK0619  DYNAMIC HT  -        1046.105 (meters)    3432.10  (feet)  COMP
 GK0619  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 GK0619
 GK0619  VERT ORDER  -  SECOND    CLASS 0
 GK0619
 GK0619.The horizontal coordinates were scaled from a topographic map and have
 GK0619.an estimated accuracy of +/- 6 seconds.
 GK0619
 GK0619.The orthometric height was determined by differential leveling
 GK0619.and adjusted by the National Geodetic Survey in June 1991..
 GK0619
 GK0619.The geoid height was determined by GEOID03.
 GK0619
 GK0619.The dynamic height is computed by dividing the NAVD 88
 GK0619.geopotential number by the normal gravity value computed on the
 GK0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0619.degrees latitude (g = 980.6199 gals.).
 GK0619
 GK0619.The modeled gravity was interpolated from observed gravity values.
 GK0619
 GK0619;                    North         East    Units  Estimated Accuracy
 GK0619;SPC TX N     - 1,228,960.      170,370.      MT  (+/- 180 meters Scaled)
 GK0619
 GK0619                          SUPERSEDED SURVEY CONTROL
 GK0619
 GK0619  NGVD 29 (??/??/92) 1046.786  (m)         3434.33   (f) ADJ UNCH    2 0
 GK0619
 GK0619.Superseded values are not recommended for survey control.
 GK0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0619.See file dsdata.txt to determine how the superseded data were derived.
 GK0619
 GK0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE452946(NAD 83)
 GK0619_MARKER: DB = BENCH MARK DISK
 GK0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0619_SP_SET: CULVERT
 GK0619_STAMPING: R 338 1952
 GK0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0619
 GK0619  HISTORY     - Date     Condition        Report By
 GK0619  HISTORY     - 1952     MONUMENTED       CGS
 GK0619
 GK0619                          STATION DESCRIPTION
 GK0619
 GK0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0619'2.9 MI N FROM SUNRAY.
 GK0619'2.9 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0619'PACIFIC RAILROAD STATION AT SUNRAY, 14 FEET NORTHWEST OF THE CENTER
 GK0619'LINE OF THE FARM ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE
 GK0619'NORTHWEST HEADWALL OF A CONCRETE BRIDGE OVER A DRY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0130 ***********************************************************************
 GL0130  DESIGNATION -  R 339
 GL0130  PID         -  GL0130
 GL0130  STATE/COUNTY-  TX/SHERMAN
 GL0130  USGS QUAD   -  LAUTZ (1965)
 GL0130
 GL0130                         *CURRENT SURVEY CONTROL
 GL0130  ___________________________________________________________________
 GL0130* NAD 83(1986)-  36 09 14.     (N)    102 05 51.     (W)     SCALED    
 GL0130* NAVD 88     -      1125.534  (meters)    3692.69   (feet)  ADJUSTED  
 GL0130  ___________________________________________________________________
 GL0130  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 GL0130  DYNAMIC HT  -        1124.268 (meters)    3688.54  (feet)  COMP
 GL0130  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 GL0130
 GL0130  VERT ORDER  -  SECOND    CLASS 0
 GL0130
 GL0130.The horizontal coordinates were scaled from a topographic map and have
 GL0130.an estimated accuracy of +/- 6 seconds.
 GL0130
 GL0130.The orthometric height was determined by differential leveling
 GL0130.and adjusted by the National Geodetic Survey in June 1991..
 GL0130
 GL0130.The geoid height was determined by GEOID03.
 GL0130
 GL0130.The dynamic height is computed by dividing the NAVD 88
 GL0130.geopotential number by the normal gravity value computed on the
 GL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0130.degrees latitude (g = 980.6199 gals.).
 GL0130
 GL0130.The modeled gravity was interpolated from observed gravity values.
 GL0130
 GL0130;                    North         East    Units  Estimated Accuracy
 GL0130;SPC TX N     - 1,239,120.      146,230.      MT  (+/- 180 meters Scaled)
 GL0130
 GL0130                          SUPERSEDED SURVEY CONTROL
 GL0130
 GL0130.No superseded survey control is available for this station.
 GL0130
 GL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA611049(NAD 83)
 GL0130_MARKER: DB = BENCH MARK DISK
 GL0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0130_STAMPING: R 339 1952
 GL0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0130+STABILITY: SURFACE MOTION
 GL0130
 GL0130  HISTORY     - Date     Condition        Report By
 GL0130  HISTORY     - 1952     MONUMENTED       CGS
 GL0130  HISTORY     - 1962     MARK NOT FOUND   USGS
 GL0130
 GL0130                          STATION DESCRIPTION
 GL0130
 GL0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0130'13.5 MI SE FROM CONLEN.
 GL0130'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0130'HIGHWAY 54 AT CONLEN, THENCE 8.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0130'43 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 9.7 FEET
 GL0130'SOUTH OF A FENCE, 1 FOOT WEST OF A FENCE LEADING SOUTH, 2 FEET SOUTH
 GL0130'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0130'0.5 FOOT ABOVE THE GROUND.  NOTE-- THE ROAD HAS BEEN RESURFACED.
 GL0130
 GL0130                          STATION RECOVERY (1962)
 GL0130
 GL0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1238 ***********************************************************************
 AY1238  DESIGNATION -  R 34
 AY1238  PID         -  AY1238
 AY1238  STATE/COUNTY-  TX/MEDINA
 AY1238  USGS QUAD   -  D'HANIS (1970)
 AY1238
 AY1238                         *CURRENT SURVEY CONTROL
 AY1238  ___________________________________________________________________
 AY1238* NAD 83(1986)-  29 19 54.     (N)    099 16 22.     (W)     SCALED    
 AY1238* NAVD 88     -       270.390  (meters)     887.10   (feet)  ADJUSTED  
 AY1238  ___________________________________________________________________
 AY1238  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AY1238  DYNAMIC HT  -         269.997 (meters)     885.82  (feet)  COMP
 AY1238  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 AY1238
 AY1238  VERT ORDER  -  FIRST     CLASS II
 AY1238
 AY1238.The horizontal coordinates were scaled from a topographic map and have
 AY1238.an estimated accuracy of +/- 6 seconds.
 AY1238
 AY1238.The orthometric height was determined by differential leveling
 AY1238.and adjusted by the National Geodetic Survey in June 1991..
 AY1238
 AY1238.The geoid height was determined by GEOID03.
 AY1238
 AY1238.The dynamic height is computed by dividing the NAVD 88
 AY1238.geopotential number by the normal gravity value computed on the
 AY1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1238.degrees latitude (g = 980.6199 gals.).
 AY1238
 AY1238.The modeled gravity was interpolated from observed gravity values.
 AY1238
 AY1238;                    North         East    Units  Estimated Accuracy
 AY1238;SPC TXSC     - 4,166,090.      573,510.      MT  (+/- 180 meters Scaled)
 AY1238
 AY1238                          SUPERSEDED SURVEY CONTROL
 AY1238
 AY1238  NGVD 29 (??/??/92)  270.260  (m)          886.68   (f) ADJ UNCH    1 2
 AY1238
 AY1238.Superseded values are not recommended for survey control.
 AY1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1238.See file dsdata.txt to determine how the superseded data were derived.
 AY1238
 AY1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT735447(NAD 83)
 AY1238_MARKER: DB = BENCH MARK DISK
 AY1238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1238_SP_SET: BUILDING
 AY1238_STAMPING: R 34 1917 ELEV. 886.583 FT.
 AY1238_MARK LOGO: CGS   
 AY1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1238
 AY1238  HISTORY     - Date     Condition        Report By
 AY1238  HISTORY     - 1917     MONUMENTED       CGS
 AY1238  HISTORY     - 1957     GOOD             NGS
 AY1238  HISTORY     - 1982     GOOD             NGS
 AY1238  HISTORY     - 1988     GOOD             USPSQD
 AY1238  HISTORY     - 19950519 GOOD             USPSQD
 AY1238  HISTORY     - 20011113 GOOD             USPSQD
 AY1238
 AY1238                          STATION DESCRIPTION
 AY1238
 AY1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1238'0.5 MI E FROM DHANIS.
 AY1238'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1238'STATION AT DHANIS, THENCE 0.1 MILE SOUTH ACROSS U.S. HIGHWAY 90, 161
 AY1238'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE
 AY1238'NORTH WALL OF THE ORIGINAL BRICK BUILDING OF DHANIS SCHOOL, 3.9 FEET
 AY1238'EAST OF THE NORTHWEST CORNER OF THE BUILDING AND ABOUT 4 FEET ABOVE
 AY1238'THE GROUND.
 AY1238
 AY1238                          STATION RECOVERY (1982)
 AY1238
 AY1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1238'RECOVERED THIS DATE.  NOTE, LOCATED IN NORTH WALL OF 8TH GRADE AND
 AY1238'SPECIAL EDUCATION BUILDING OF D HANIS SCHOOL.
 AY1238
 AY1238                          STATION RECOVERY (1988)
 AY1238
 AY1238'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1238'RECOVERED IN GOOD CONDITION.
 AY1238
 AY1238                          STATION RECOVERY (1995)
 AY1238
 AY1238'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1238'RECOVERED IN GOOD CONDITION.
 AY1238
 AY1238                          STATION RECOVERY (2001)
 AY1238
 AY1238'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1297 ***********************************************************************
 CS1297  DESIGNATION -  R 34
 CS1297  PID         -  CS1297
 CS1297  STATE/COUNTY-  TX/DALLAS
 CS1297  USGS QUAD   -  CARROLLTON (1981)
 CS1297
 CS1297                         *CURRENT SURVEY CONTROL
 CS1297  ___________________________________________________________________
 CS1297* NAD 83(1986)-  32 55 25.     (N)    096 53 49.     (W)     SCALED    
 CS1297* NAVD 88     -       141.557  (meters)     464.42   (feet)  ADJUSTED  
 CS1297  ___________________________________________________________________
 CS1297  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CS1297  DYNAMIC HT  -         141.396 (meters)     463.90  (feet)  COMP
 CS1297  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 CS1297
 CS1297  VERT ORDER  -  SECOND    CLASS 0
 CS1297
 CS1297.The horizontal coordinates were scaled from a topographic map and have
 CS1297.an estimated accuracy of +/- 6 seconds.
 CS1297
 CS1297.The orthometric height was determined by differential leveling
 CS1297.and adjusted by the National Geodetic Survey in June 1991..
 CS1297.WARNING-Repeat measurements at this control monument indicate possible
 CS1297.vertical movement.
 CS1297
 CS1297.The geoid height was determined by GEOID03.
 CS1297
 CS1297.The dynamic height is computed by dividing the NAVD 88
 CS1297.geopotential number by the normal gravity value computed on the
 CS1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1297.degrees latitude (g = 980.6199 gals.).
 CS1297
 CS1297.The modeled gravity was interpolated from observed gravity values.
 CS1297
 CS1297;                    North         East    Units  Estimated Accuracy
 CS1297;SPC TXNC     - 2,140,530.      749,920.      MT  (+/- 180 meters Scaled)
 CS1297
 CS1297                          SUPERSEDED SURVEY CONTROL
 CS1297
 CS1297  NGVD 29 (??/??/92)  141.562  (m)          464.44   (f) ADJ UNCH    2 0
 CS1297
 CS1297.Superseded values are not recommended for survey control.
 CS1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1297.See file dsdata.txt to determine how the superseded data were derived.
 CS1297
 CS1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB966447(NAD 83)
 CS1297_MARKER: P = PIPE CAP
 CS1297_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS1297_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CS1297_MARK LOGO: USGS  
 CS1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1297
 CS1297  HISTORY     - Date     Condition        Report By
 CS1297  HISTORY     - UNK      MONUMENTED       USGS
 CS1297  HISTORY     - 1934     GOOD             NGS
 CS1297  HISTORY     - 1946     GOOD             NGS
 CS1297  HISTORY     - 19910316 MARK NOT FOUND   LOCENG
 CS1297
 CS1297                          STATION DESCRIPTION
 CS1297
 CS1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CS1297'IN FARMERS BRANCH.
 CS1297'AT FARMERS BRANCH AND ALONG THE M.K.T. R.R. 27 FEET W OF TICKET OFFICE
 CS1297'OF M.K.T. R.R.  12 FEET W OF THE CENTER OF THE TRACK.  23 FEET E OF
 CS1297'THE CENTER OF THE HIGHWAY.  200 YARDS N OF MILE POST 747.
 CS1297
 CS1297                          STATION RECOVERY (1946)
 CS1297
 CS1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS1297'RECOVERED IN GOOD CONDITION.
 CS1297
 CS1297                          STATION RECOVERY (1991)
 CS1297
 CS1297'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 CS1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0272 ***********************************************************************
 EM0272  DESIGNATION -  R 34
 EM0272  PID         -  EM0272
 EM0272  STATE/COUNTY-  TX/HARDEMAN
 EM0272  USGS QUAD   -  ODELL (1985)
 EM0272
 EM0272                         *CURRENT SURVEY CONTROL
 EM0272  ___________________________________________________________________
 EM0272* NAD 83(1986)-  34 15 02.     (N)    099 28 39.     (W)     SCALED    
 EM0272* NAVD 88     -       432.098  (meters)    1417.64   (feet)  ADJUSTED  
 EM0272  ___________________________________________________________________
 EM0272  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0272  DYNAMIC HT  -         431.612 (meters)    1416.05  (feet)  COMP
 EM0272  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 EM0272
 EM0272  VERT ORDER  -  FIRST     CLASS II
 EM0272
 EM0272.The horizontal coordinates were scaled from a topographic map and have
 EM0272.an estimated accuracy of +/- 6 seconds.
 EM0272
 EM0272.The orthometric height was determined by differential leveling
 EM0272.and adjusted by the National Geodetic Survey in June 1991..
 EM0272
 EM0272.The geoid height was determined by GEOID03.
 EM0272
 EM0272.The dynamic height is computed by dividing the NAVD 88
 EM0272.geopotential number by the normal gravity value computed on the
 EM0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0272.degrees latitude (g = 980.6199 gals.).
 EM0272
 EM0272.The modeled gravity was interpolated from observed gravity values.
 EM0272
 EM0272;                    North         East    Units  Estimated Accuracy
 EM0272;SPC TXNC     - 2,286,970.      509,950.      MT  (+/- 180 meters Scaled)
 EM0272
 EM0272                          SUPERSEDED SURVEY CONTROL
 EM0272
 EM0272  NGVD 29 (??/??/92)  431.946  (m)         1417.14   (f) ADJ UNCH    1 2
 EM0272
 EM0272.Superseded values are not recommended for survey control.
 EM0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0272.See file dsdata.txt to determine how the superseded data were derived.
 EM0272
 EM0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC560900(NAD 83)
 EM0272_MARKER: DD = SURVEY DISK
 EM0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0272_STAMPING: R 34 TEX 1925
 EM0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0272+STABILITY: SURFACE MOTION
 EM0272
 EM0272  HISTORY     - Date     Condition        Report By
 EM0272  HISTORY     - 1925     MONUMENTED       USGS
 EM0272  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0272
 EM0272                          STATION DESCRIPTION
 EM0272
 EM0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0272'2.1 MI E FROM CHILLICOTHE.
 EM0272'2.1 MILES EAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0272'CHILLICOTHE, HARDEMAN COUNTY, AT MILEAGE 176.6, 300 FEET NORTHWEST OF
 EM0272'A ROAD CROSSING, 48 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND
 EM0272'2 FEET INSIDE OF THE FENCE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK,
 EM0272'STAMPED R 34 TEX 1925 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0199 ***********************************************************************
 CA0199  DESIGNATION -  R 340
 CA0199  PID         -  CA0199
 CA0199  STATE/COUNTY-  TX/SAN SABA
 CA0199  USGS QUAD   -  SAN SABA (1976)
 CA0199
 CA0199                         *CURRENT SURVEY CONTROL
 CA0199  ___________________________________________________________________
 CA0199* NAD 83(1986)-  31 11 42.     (N)    098 42 57.     (W)     SCALED    
 CA0199* NAVD 88     -       367.551  (meters)    1205.87   (feet)  ADJUSTED  
 CA0199  ___________________________________________________________________
 CA0199  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CA0199  DYNAMIC HT  -         367.063 (meters)    1204.27  (feet)  COMP
 CA0199  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 CA0199
 CA0199  VERT ORDER  -  SECOND    CLASS 0
 CA0199
 CA0199.The horizontal coordinates were scaled from a topographic map and have
 CA0199.an estimated accuracy of +/- 6 seconds.
 CA0199
 CA0199.The orthometric height was determined by differential leveling
 CA0199.and adjusted by the National Geodetic Survey in June 1991..
 CA0199
 CA0199.The geoid height was determined by GEOID03.
 CA0199
 CA0199.The dynamic height is computed by dividing the NAVD 88
 CA0199.geopotential number by the normal gravity value computed on the
 CA0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0199.degrees latitude (g = 980.6199 gals.).
 CA0199
 CA0199.The modeled gravity was interpolated from observed gravity values.
 CA0199
 CA0199;                    North         East    Units  Estimated Accuracy
 CA0199;SPC TX C     - 3,170,550.      854,140.      MT  (+/- 180 meters Scaled)
 CA0199
 CA0199                          SUPERSEDED SURVEY CONTROL
 CA0199
 CA0199  NGVD 29 (??/??/92)  367.494  (m)         1205.69   (f) ADJ UNCH    2 0
 CA0199
 CA0199.Superseded values are not recommended for survey control.
 CA0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0199.See file dsdata.txt to determine how the superseded data were derived.
 CA0199
 CA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV270512(NAD 83)
 CA0199_MARKER: DB = BENCH MARK DISK
 CA0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0199_SP_SET: CONCRETE BASE
 CA0199_STAMPING: R 340 1935
 CA0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0199
 CA0199  HISTORY     - Date     Condition        Report By
 CA0199  HISTORY     - 1935     MONUMENTED       CGS
 CA0199
 CA0199                          STATION DESCRIPTION
 CA0199
 CA0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0199'IN SAN SABA.
 CA0199'SET HORIZONTAL IN THE WEST CORNER OF THE CONCRETE FOUNDATION OF THE
 CA0199'N.W. LEG OF THE CITY WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0019 ***********************************************************************
 AO0019  DESIGNATION -  R 342
 AO0019  PID         -  AO0019
 AO0019  STATE/COUNTY-  TX/ATASCOSA
 AO0019  USGS QUAD   -  WHITSETT (1984)
 AO0019
 AO0019                         *CURRENT SURVEY CONTROL
 AO0019  ___________________________________________________________________
 AO0019* NAD 83(1986)-  28 44 50.     (N)    098 18 15.     (W)     SCALED    
 AO0019* NAVD 88     -        73.392  (meters)     240.79   (feet)  ADJUSTED  
 AO0019  ___________________________________________________________________
 AO0019  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AO0019  DYNAMIC HT  -          73.285 (meters)     240.44  (feet)  COMP
 AO0019  MODELED GRAV-     979,182.9   (mgal)                       NAVD 88
 AO0019
 AO0019  VERT ORDER  -  SECOND    CLASS 0
 AO0019
 AO0019.The horizontal coordinates were scaled from a topographic map and have
 AO0019.an estimated accuracy of +/- 6 seconds.
 AO0019
 AO0019.The orthometric height was determined by differential leveling
 AO0019.and adjusted by the National Geodetic Survey in June 1991..
 AO0019
 AO0019.The geoid height was determined by GEOID03.
 AO0019
 AO0019.The dynamic height is computed by dividing the NAVD 88
 AO0019.geopotential number by the normal gravity value computed on the
 AO0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0019.degrees latitude (g = 980.6199 gals.).
 AO0019
 AO0019.The modeled gravity was interpolated from observed gravity values.
 AO0019
 AO0019;                    North         East    Units  Estimated Accuracy
 AO0019;SPC TXSC     - 4,101,490.      667,960.      MT  (+/- 180 meters Scaled)
 AO0019
 AO0019                          SUPERSEDED SURVEY CONTROL
 AO0019
 AO0019  NGVD 29 (??/??/92)   73.359  (m)          240.68   (f) ADJ UNCH    2 0
 AO0019
 AO0019.Superseded values are not recommended for survey control.
 AO0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0019.See file dsdata.txt to determine how the superseded data were derived.
 AO0019
 AO0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS679801(NAD 83)
 AO0019_MARKER: DB = BENCH MARK DISK
 AO0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0019_STAMPING: R-342-1935
 AO0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0019+STABILITY: SURFACE MOTION
 AO0019
 AO0019  HISTORY     - Date     Condition        Report By
 AO0019  HISTORY     - 1935     MONUMENTED       CGS
 AO0019  HISTORY     - 1952     GOOD             USGS
 AO0019
 AO0019                          STATION DESCRIPTION
 AO0019
 AO0019'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0019'0.4 MI N FROM CAMPBELLTON.
 AO0019'ABOUT 0.5 MI. NW. ALONG THE MISSOURI PACIFIC RR. TRACK FROM THE
 AO0019'STATION AT CAMPBELLTON, ATASCOSA COUNTY.  315 FT. NW. OF CENTERLINE OF
 AO0019'RD. CROSSING, 464 FT. SE. OF MILEPOST 545 (AT SE. END OF RR. BRIDGE
 AO0019'OVER ATASCOSA RIVER), 13 FT. E. OF TRACK.  IN NW. CORNER OF 18 IN.
 AO0019'SQUARE CONCRETE POST (FORMER WATER-TANK FOOTING), 0.3 FT. ABOVE
 AO0019'GROUND, A STD. DISK STAMPED R-342-1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0043 ***********************************************************************
 AO0043  DESIGNATION -  R 343
 AO0043  PID         -  AO0043
 AO0043  STATE/COUNTY-  TX/ATASCOSA
 AO0043  USGS QUAD   -  PLEASANTON (1985)
 AO0043
 AO0043                         *CURRENT SURVEY CONTROL
 AO0043  ___________________________________________________________________
 AO0043* NAD 83(1986)-  28 59 09.     (N)    098 28 47.     (W)     SCALED    
 AO0043* NAVD 88     -       114.806  (meters)     376.66   (feet)  ADJUSTED  
 AO0043  ___________________________________________________________________
 AO0043  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AO0043  DYNAMIC HT  -         114.641 (meters)     376.12  (feet)  COMP
 AO0043  MODELED GRAV-     979,201.6   (mgal)                       NAVD 88
 AO0043
 AO0043  VERT ORDER  -  SECOND    CLASS 0
 AO0043
 AO0043.The horizontal coordinates were scaled from a topographic map and have
 AO0043.an estimated accuracy of +/- 6 seconds.
 AO0043
 AO0043.The orthometric height was determined by differential leveling
 AO0043.and adjusted by the National Geodetic Survey in June 1991..
 AO0043
 AO0043.The geoid height was determined by GEOID03.
 AO0043
 AO0043.The dynamic height is computed by dividing the NAVD 88
 AO0043.geopotential number by the normal gravity value computed on the
 AO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0043.degrees latitude (g = 980.6199 gals.).
 AO0043
 AO0043.The modeled gravity was interpolated from observed gravity values.
 AO0043
 AO0043;                    North         East    Units  Estimated Accuracy
 AO0043;SPC TXSC     - 4,127,840.      650,700.      MT  (+/- 180 meters Scaled)
 AO0043
 AO0043                          SUPERSEDED SURVEY CONTROL
 AO0043
 AO0043  NGVD 29 (??/??/92)  114.770  (m)          376.54   (f) ADJ UNCH    2 0
 AO0043
 AO0043.Superseded values are not recommended for survey control.
 AO0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0043.See file dsdata.txt to determine how the superseded data were derived.
 AO0043
 AO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT506065(NAD 83)
 AO0043_MARKER: DB = BENCH MARK DISK
 AO0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0043_STAMPING: R 343 1935
 AO0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0043+STABILITY: SURFACE MOTION
 AO0043
 AO0043  HISTORY     - Date     Condition        Report By
 AO0043  HISTORY     - 1935     MONUMENTED       CGS
 AO0043  HISTORY     - 1968     MARK NOT FOUND   USGS
 AO0043  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AO0043
 AO0043                          STATION DESCRIPTION
 AO0043
 AO0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0043'1.0 MI N FROM NORTH PLEASANTON.
 AO0043'1.0 MILE N OF AND ALONG THE M P R R AT PLEASANTON JUNCTION.  35 YARDS
 AO0043'S OF SWITCH.  16 YARDS E OF CENTER OF MAIN TRACK.
 AO0043
 AO0043                          STATION RECOVERY (1968)
 AO0043
 AO0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AO0043'MARK NOT FOUND.
 AO0043
 AO0043                          STATION RECOVERY (1997)
 AO0043
 AO0043'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1420 ***********************************************************************
 FL1420  DESIGNATION -  R 347
 FL1420  PID         -  FL1420
 FL1420  STATE/COUNTY-  TX/HUTCHINSON
 FL1420  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1420
 FL1420                         *CURRENT SURVEY CONTROL
 FL1420  ___________________________________________________________________
 FL1420* NAD 83(1986)-  35 57 55.     (N)    101 35 05.     (W)     SCALED    
 FL1420* NAVD 88     -      1019.170  (meters)    3343.73   (feet)  ADJUSTED  
 FL1420  ___________________________________________________________________
 FL1420  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 FL1420  DYNAMIC HT  -        1018.029 (meters)    3339.98  (feet)  COMP
 FL1420  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 FL1420
 FL1420  VERT ORDER  -  SECOND    CLASS 0
 FL1420
 FL1420.The horizontal coordinates were scaled from a topographic map and have
 FL1420.an estimated accuracy of +/- 6 seconds.
 FL1420
 FL1420.The orthometric height was determined by differential leveling
 FL1420.and adjusted by the National Geodetic Survey in June 1991..
 FL1420
 FL1420.The geoid height was determined by GEOID03.
 FL1420
 FL1420.The dynamic height is computed by dividing the NAVD 88
 FL1420.geopotential number by the normal gravity value computed on the
 FL1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1420.degrees latitude (g = 980.6199 gals.).
 FL1420
 FL1420.The modeled gravity was interpolated from observed gravity values.
 FL1420
 FL1420;                    North         East    Units  Estimated Accuracy
 FL1420;SPC TX N     - 1,218,030.      192,360.      MT  (+/- 180 meters Scaled)
 FL1420
 FL1420                          SUPERSEDED SURVEY CONTROL
 FL1420
 FL1420  NGVD 29 (??/??/92) 1018.686  (m)         3342.14   (f) ADJ UNCH    2 0
 FL1420
 FL1420.Superseded values are not recommended for survey control.
 FL1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1420.See file dsdata.txt to determine how the superseded data were derived.
 FL1420
 FL1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE669831(NAD 83)
 FL1420_MARKER: DB = BENCH MARK DISK
 FL1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1420_SP_SET: CULVERT
 FL1420_STAMPING: R 347 1952
 FL1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1420
 FL1420  HISTORY     - Date     Condition        Report By
 FL1420  HISTORY     - 1952     MONUMENTED       CGS
 FL1420
 FL1420                          STATION DESCRIPTION
 FL1420
 FL1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1420'8.2 MI W FROM PRINGLE.
 FL1420'8.2 MILES WEST ALONG FARM ROAD 1958 FROM ITS JUNCTION WITH FARM ROAD
 FL1420'278 AT PRINGLE, 0.1 MILE NORTHWEST OF AN OIL WELL, 16 FEET SOUTH OF
 FL1420'THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE EAST END OF
 FL1420'THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0172 ***********************************************************************
 GL0172  DESIGNATION -  R 348
 GL0172  PID         -  GL0172
 GL0172  STATE/COUNTY-  TX/MOORE
 GL0172  USGS QUAD   -  CACTUS WEST (1965)
 GL0172
 GL0172                         *CURRENT SURVEY CONTROL
 GL0172  ___________________________________________________________________
 GL0172* NAD 83(1986)-  36 02 24.     (N)    102 07 22.     (W)     SCALED    
 GL0172* NAVD 88     -      1136.406  (meters)    3728.36   (feet)  ADJUSTED  
 GL0172  ___________________________________________________________________
 GL0172  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 GL0172  DYNAMIC HT  -        1135.104 (meters)    3724.09  (feet)  COMP
 GL0172  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 GL0172
 GL0172  VERT ORDER  -  SECOND    CLASS 0
 GL0172
 GL0172.The horizontal coordinates were scaled from a topographic map and have
 GL0172.an estimated accuracy of +/- 6 seconds.
 GL0172
 GL0172.The orthometric height was determined by differential leveling
 GL0172.and adjusted by the National Geodetic Survey in June 1991..
 GL0172
 GL0172.The geoid height was determined by GEOID03.
 GL0172
 GL0172.The dynamic height is computed by dividing the NAVD 88
 GL0172.geopotential number by the normal gravity value computed on the
 GL0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0172.degrees latitude (g = 980.6199 gals.).
 GL0172
 GL0172.The modeled gravity was interpolated from observed gravity values.
 GL0172
 GL0172;                    North         East    Units  Estimated Accuracy
 GL0172;SPC TX N     - 1,226,490.      143,880.      MT  (+/- 180 meters Scaled)
 GL0172
 GL0172                          SUPERSEDED SURVEY CONTROL
 GL0172
 GL0172.No superseded survey control is available for this station.
 GL0172
 GL0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV592922(NAD 83)
 GL0172_MARKER: DB = BENCH MARK DISK
 GL0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0172_STAMPING: R 348 1952
 GL0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0172+STABILITY: SURFACE MOTION
 GL0172
 GL0172  HISTORY     - Date     Condition        Report By
 GL0172  HISTORY     - 1952     MONUMENTED       CGS
 GL0172  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0172
 GL0172                          STATION DESCRIPTION
 GL0172
 GL0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0172'7.8 MI NW FROM ETTER.
 GL0172'6.8 MILES WEST ALONG A GRADED DIRT ROAD FROM THE CHICAGO, ROCK ISLAND
 GL0172'AND PACIFIC RAILROAD STATION AT ETTER, THENCE 1.0 MILE NORTH ALONG A
 GL0172'TRACK ROAD, AT THE SOUTHEAST CORNER OF A PASTURE, 37 FEET NORTH OF A
 GL0172'FENCE CORNER, 1 FOOT WEST OF A FENCE LEADING NORTH, 2 FEET NORTH OF A
 GL0172'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL0172'FOOT ABOVE THE GROUND.
 GL0172
 GL0172                          STATION RECOVERY (1965)
 GL0172
 GL0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0879 ***********************************************************************
 AY0879  DESIGNATION -  R 35
 AY0879  PID         -  AY0879
 AY0879  STATE/COUNTY-  TX/MEDINA
 AY0879  USGS QUAD   -  LA COSTE (1982)
 AY0879
 AY0879                         *CURRENT SURVEY CONTROL
 AY0879  ___________________________________________________________________
 AY0879* NAD 83(1986)-  29 17 52.     (N)    098 50 35.     (W)     SCALED    
 AY0879* NAVD 88     -       238.969  (meters)     784.02   (feet)  ADJUSTED  
 AY0879  ___________________________________________________________________
 AY0879  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AY0879  DYNAMIC HT  -         238.625 (meters)     782.89  (feet)  COMP
 AY0879  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 AY0879
 AY0879  VERT ORDER  -  FIRST     CLASS II
 AY0879
 AY0879.The horizontal coordinates were scaled from a topographic map and have
 AY0879.an estimated accuracy of +/- 6 seconds.
 AY0879
 AY0879.The orthometric height was determined by differential leveling
 AY0879.and adjusted by the National Geodetic Survey in June 1991..
 AY0879
 AY0879.The geoid height was determined by GEOID03.
 AY0879
 AY0879.The dynamic height is computed by dividing the NAVD 88
 AY0879.geopotential number by the normal gravity value computed on the
 AY0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0879.degrees latitude (g = 980.6199 gals.).
 AY0879
 AY0879.The modeled gravity was interpolated from observed gravity values.
 AY0879
 AY0879;                    North         East    Units  Estimated Accuracy
 AY0879;SPC TXSC     - 4,162,310.      615,250.      MT  (+/- 180 meters Scaled)
 AY0879
 AY0879                          SUPERSEDED SURVEY CONTROL
 AY0879
 AY0879  NGVD 29 (??/??/92)  238.839  (m)          783.59   (f) ADJ UNCH    1 2
 AY0879
 AY0879.Superseded values are not recommended for survey control.
 AY0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0879.See file dsdata.txt to determine how the superseded data were derived.
 AY0879
 AY0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT152409(NAD 83)
 AY0879_MARKER: DB = BENCH MARK DISK
 AY0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0879_STAMPING: R 35 1917 ELEV 783.591 FT
 AY0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0879+STABILITY: SURFACE MOTION
 AY0879
 AY0879  HISTORY     - Date     Condition        Report By
 AY0879  HISTORY     - 1917     MONUMENTED       CGS
 AY0879  HISTORY     - 1957     GOOD             NGS
 AY0879  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 AY0879  HISTORY     - 19970210 GOOD             USPSQD
 AY0879  HISTORY     - 20020218 GOOD             USPSQD
 AY0879
 AY0879                          STATION DESCRIPTION
 AY0879
 AY0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0879'1.9 MI SW FROM LACOSTE.
 AY0879'1.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0879'STATION AT LACOSTE, 141 FEET WEST OF MILEPOST 236, 36 FEET NORTH OF
 AY0879'THE CENTER OF A PRIVATE ROAD CROSSING, 23.5 FEET NORTHWEST OF THE
 AY0879'NORTHWEST RAIL, 26 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTH OF A
 AY0879'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AY0879'FOOT ABOVE THE GROUND.
 AY0879
 AY0879                          STATION RECOVERY (1995)
 AY0879
 AY0879'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0879'MARK NOT FOUND.
 AY0879
 AY0879                          STATION RECOVERY (1997)
 AY0879
 AY0879'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0879'RECOVERED IN GOOD CONDITION.
 AY0879
 AY0879                          STATION RECOVERY (2002)
 AY0879
 AY0879'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0415 ***********************************************************************
 EM0415  DESIGNATION -  R 35 USGS
 EM0415  PID         -  EM0415
 EM0415  STATE/COUNTY-  TX/HARDEMAN
 EM0415  USGS QUAD   -  CHILLICOTHE (1984)
 EM0415
 EM0415                         *CURRENT SURVEY CONTROL
 EM0415  ___________________________________________________________________
 EM0415* NAD 83(1986)-  34 15 33.     (N)    099 31 12.     (W)     SCALED    
 EM0415* NAVD 88     -       424.082  (meters)    1391.34   (feet)  ADJUSTED  
 EM0415  ___________________________________________________________________
 EM0415  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0415  DYNAMIC HT  -         423.603 (meters)    1389.77  (feet)  COMP
 EM0415  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EM0415
 EM0415  VERT ORDER  -  FIRST     CLASS II
 EM0415
 EM0415.The horizontal coordinates were scaled from a topographic map and have
 EM0415.an estimated accuracy of +/- 6 seconds.
 EM0415
 EM0415.The orthometric height was determined by differential leveling
 EM0415.and adjusted by the National Geodetic Survey in June 1991..
 EM0415
 EM0415.The geoid height was determined by GEOID03.
 EM0415
 EM0415.The dynamic height is computed by dividing the NAVD 88
 EM0415.geopotential number by the normal gravity value computed on the
 EM0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0415.degrees latitude (g = 980.6199 gals.).
 EM0415
 EM0415.The modeled gravity was interpolated from observed gravity values.
 EM0415
 EM0415;                    North         East    Units  Estimated Accuracy
 EM0415;SPC TXNC     - 2,287,960.      506,050.      MT  (+/- 180 meters Scaled)
 EM0415
 EM0415                          SUPERSEDED SURVEY CONTROL
 EM0415
 EM0415  NGVD 29 (??/??/92)  423.928  (m)         1390.84   (f) ADJ UNCH    1 2
 EM0415
 EM0415.Superseded values are not recommended for survey control.
 EM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0415.See file dsdata.txt to determine how the superseded data were derived.
 EM0415
 EM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC521910(NAD 83)
 EM0415_MARKER: DD = SURVEY DISK
 EM0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0415_STAMPING: 1390.837 R 35 TEX. 1925
 EM0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0415+STABILITY: SURFACE MOTION
 EM0415
 EM0415  HISTORY     - Date     Condition        Report By
 EM0415  HISTORY     - 1925     MONUMENTED       USGS
 EM0415  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0415  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0415
 EM0415                          STATION DESCRIPTION
 EM0415
 EM0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0415'IN CHILLICOTHE.
 EM0415'AT CHILLICOTHE, HARDEMAN COUNTY, AT THE NORTHWEST CORNER OF THE
 EM0415'CROSSING OF THE PANHANDLE AND SANTA FE RAILWAY AND THE FORT WORTH AND
 EM0415'DENVER CITY RAILWAY TRACKS, AND 110 FEET NORTHWEST OF THE CROSSING. A
 EM0415'U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1390.837 R 35 TEX. 1925
 EM0415'AND SET IN THE TOP OF A CONCRETE POST.
 EM0415
 EM0415                          STATION RECOVERY (1984)
 EM0415
 EM0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0415'A CONCRETE POST WAS FOUND AT THIS LOCATION WITH THE TOP BROKE OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1794 ***********************************************************************
 AX1794  DESIGNATION -  R 350 RESET 1958
 AX1794  PID         -  AX1794
 AX1794  STATE/COUNTY-  TX/GONZALES
 AX1794  USGS QUAD   -  GONZALES SOUTH (1987)
 AX1794
 AX1794                         *CURRENT SURVEY CONTROL
 AX1794  ___________________________________________________________________
 AX1794* NAD 83(1986)-  29 25 30.     (N)    097 24 09.     (W)     SCALED    
 AX1794* NAVD 88     -        81.65   (+/-2cm)     267.9    (feet)  VERTCON   
 AX1794  ___________________________________________________________________
 AX1794  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AX1794
 AX1794  VERT ORDER  -  THIRD (See Below)
 AX1794
 AX1794.The horizontal coordinates were scaled from a topographic map and have
 AX1794.an estimated accuracy of +/- 6 seconds.
 AX1794
 AX1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1794.The vertical order pertains to the NGVD 29 superseded value.
 AX1794
 AX1794.The geoid height was determined by GEOID03.
 AX1794
 AX1794;                    North         East    Units  Estimated Accuracy
 AX1794;SPC TXSC     - 4,177,460.      754,990.      MT  (+/- 180 meters Scaled)
 AX1794
 AX1794                          SUPERSEDED SURVEY CONTROL
 AX1794
 AX1794  NGVD 29 (??/??/??)   81.62   (m)          267.8    (f) RESET       3  
 AX1794
 AX1794.Superseded values are not recommended for survey control.
 AX1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1794.See file dsdata.txt to determine how the superseded data were derived.
 AX1794
 AX1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT549561(NAD 83)
 AX1794_MARKER: DB = BENCH MARK DISK
 AX1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1794_STAMPING: R 350 RESET 1958
 AX1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1794+STABILITY: SURFACE MOTION
 AX1794
 AX1794  HISTORY     - Date     Condition        Report By
 AX1794  HISTORY     - 1958     MONUMENTED       TXHD
 AX1794  HISTORY     - 1959     GOOD             TXHD
 AX1794  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1794
 AX1794                          STATION DESCRIPTION
 AX1794
 AX1794'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX1794'6.3 MI SE FROM GONZALES.
 AX1794'ABOUT 6.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 183 FROM THE COUNTY
 AX1794'COURTHOUSE AT GONZALES, GONZALES COUNTY, 60 FEET NORTH OF THE
 AX1794'CENTERLINE OF THE HIGHWAY, AND 13 FEET WEST OF A PASTURE GATE.  A
 AX1794'STANDARD DISK, STAMPED R 350 RESET 1958 AND SET IN THE TOP OF A
 AX1794'CONCRETE POST ABOUT 0.5 FOOT ABOVE THE NATURAL GROUND LEVEL.
 AX1794
 AX1794                          STATION RECOVERY (1988)
 AX1794
 AX1794'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0196 ***********************************************************************
 AE0196  DESIGNATION -  R 351
 AE0196  PID         -  AE0196
 AE0196  STATE/COUNTY-  TX/HIDALGO
 AE0196  USGS QUAD   -  LINN NE (1982)
 AE0196
 AE0196                         *CURRENT SURVEY CONTROL
 AE0196  ___________________________________________________________________
 AE0196* NAD 83(1986)-  26 38 38.     (N)    098 06 33.     (W)     SCALED    
 AE0196* NAVD 88     -        22.760  (meters)      74.67   (feet)  ADJUSTED  
 AE0196  ___________________________________________________________________
 AE0196  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AE0196  DYNAMIC HT  -          22.723 (meters)      74.55  (feet)  COMP
 AE0196  MODELED GRAV-     979,042.0   (mgal)                       NAVD 88
 AE0196
 AE0196  VERT ORDER  -  SECOND    CLASS 0
 AE0196
 AE0196.The horizontal coordinates were scaled from a topographic map and have
 AE0196.an estimated accuracy of +/- 6 seconds.
 AE0196
 AE0196.The orthometric height was determined by differential leveling
 AE0196.and adjusted by the National Geodetic Survey in June 1991..
 AE0196
 AE0196.The geoid height was determined by GEOID03.
 AE0196
 AE0196.The dynamic height is computed by dividing the NAVD 88
 AE0196.geopotential number by the normal gravity value computed on the
 AE0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0196.degrees latitude (g = 980.6199 gals.).
 AE0196
 AE0196.The modeled gravity was interpolated from observed gravity values.
 AE0196
 AE0196;                    North         East    Units  Estimated Accuracy
 AE0196;SPC TX S     - 5,108,330.      338,910.      MT  (+/- 180 meters Scaled)
 AE0196
 AE0196                          SUPERSEDED SURVEY CONTROL
 AE0196
 AE0196  NGVD 29 (??/??/92)   22.872  (m)           75.04   (f) ADJ UNCH    2 0
 AE0196
 AE0196.Superseded values are not recommended for survey control.
 AE0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0196.See file dsdata.txt to determine how the superseded data were derived.
 AE0196
 AE0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ886473(NAD 83)
 AE0196_MARKER: DD = SURVEY DISK
 AE0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0196_STAMPING: R 351
 AE0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0196+STABILITY: SURFACE MOTION
 AE0196
 AE0196  HISTORY     - Date     Condition        Report By
 AE0196  HISTORY     - UNK      MONUMENTED       TXGS
 AE0196  HISTORY     - 1942     GOOD             NGS
 AE0196
 AE0196                          STATION DESCRIPTION
 AE0196
 AE0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0196'6.9 MI NE FROM LINN.
 AE0196'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT LINN-- PROCEED
 AE0196'1.1 MILES EASTERLY ALONG TRACK ROAD TO INTERSECTION OF STATE HIGHWAY
 AE0196'NO. 281.  THENCE, GO 5.8 MILES NORTHERLY ALONG STATE HIGHWAY NO. 281
 AE0196'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 68.0 FEET WEST OF AND
 AE0196'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 18.0 FEET
 AE0196'WEST OF FENCE CORNER AND 7.0 FEET SOUTH OF SECTION FENCE.  IT IS 3.0
 AE0196'FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AE0196'0.5 FOOT.  A STANDARD STATE SURVEY DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0112 ***********************************************************************
 FL0112  DESIGNATION -  R 352
 FL0112  PID         -  FL0112
 FL0112  STATE/COUNTY-  TX/WHEELER
 FL0112  USGS QUAD   -  FULLER (1963)
 FL0112
 FL0112                         *CURRENT SURVEY CONTROL
 FL0112  ___________________________________________________________________
 FL0112* NAD 83(1986)-  35 13 28.     (N)    100 00 02.     (W)     SCALED    
 FL0112* NAVD 88     -       653.911  (meters)    2145.37   (feet)  ADJUSTED  
 FL0112  ___________________________________________________________________
 FL0112  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL0112  DYNAMIC HT  -         653.245 (meters)    2143.19  (feet)  COMP
 FL0112  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 FL0112
 FL0112  VERT ORDER  -  FIRST     CLASS II
 FL0112
 FL0112.The horizontal coordinates were scaled from a topographic map and have
 FL0112.an estimated accuracy of +/- 6 seconds.
 FL0112
 FL0112.The orthometric height was determined by differential leveling
 FL0112.and adjusted by the National Geodetic Survey in June 1991..
 FL0112
 FL0112.The geoid height was determined by GEOID03.
 FL0112
 FL0112.The dynamic height is computed by dividing the NAVD 88
 FL0112.geopotential number by the normal gravity value computed on the
 FL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0112.degrees latitude (g = 980.6199 gals.).
 FL0112
 FL0112.The modeled gravity was interpolated from observed gravity values.
 FL0112
 FL0112;                    North         East    Units  Estimated Accuracy
 FL0112;SPC TX N     - 1,136,870.      336,490.      MT  (+/- 180 meters Scaled)
 FL0112
 FL0112                          SUPERSEDED SURVEY CONTROL
 FL0112
 FL0112  NGVD 29 (??/??/92)  653.67   (m)         2144.6    (f) COMPUTED    1 2
 FL0112
 FL0112.Superseded values are not recommended for survey control.
 FL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0112.See file dsdata.txt to determine how the superseded data were derived.
 FL0112
 FL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD089983(NAD 83)
 FL0112_MARKER: DB = BENCH MARK DISK
 FL0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0112_STAMPING: R 352 1953
 FL0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0112+STABILITY: SURFACE MOTION
 FL0112
 FL0112  HISTORY     - Date     Condition        Report By
 FL0112  HISTORY     - 1953     MONUMENTED       CGS
 FL0112
 FL0112                          STATION DESCRIPTION
 FL0112
 FL0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0112'1.15 MI E FROM BENONINE.
 FL0112'1.15 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0112'FROM THE STATION SIGN AT BENONINE, 0.5 MILE WEST OF BENCH MARK E 177,
 FL0112'142 FEET WEST OF AN OKLAHOMA AND TEXAS STATE LINE MARKER, 184 FEET
 FL0112'SOUTHWEST OF A ROAD CROSSING, 2 POLES WEST OF MILEPOST 649, 42 FEET
 FL0112'SOUTH OF THE SOUTH RAIL, 6 FEET NORTH OF A FENCE, 2.3 FEET EAST OF A
 FL0112'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 FL0112'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0138 ***********************************************************************
 FL0138  DESIGNATION -  R 353
 FL0138  PID         -  FL0138
 FL0138  STATE/COUNTY-  TX/WHEELER
 FL0138  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0138
 FL0138                         *CURRENT SURVEY CONTROL
 FL0138  ___________________________________________________________________
 FL0138* NAD 83(1986)-  35 12 52.     (N)    100 12 08.     (W)     SCALED    
 FL0138* NAVD 88     -       705.224  (meters)    2313.72   (feet)  ADJUSTED  
 FL0138  ___________________________________________________________________
 FL0138  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL0138  DYNAMIC HT  -         704.494 (meters)    2311.33  (feet)  COMP
 FL0138  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 FL0138
 FL0138  VERT ORDER  -  FIRST     CLASS II
 FL0138
 FL0138.The horizontal coordinates were scaled from a topographic map and have
 FL0138.an estimated accuracy of +/- 6 seconds.
 FL0138
 FL0138.The orthometric height was determined by differential leveling
 FL0138.and adjusted by the National Geodetic Survey in June 1991..
 FL0138
 FL0138.The geoid height was determined by GEOID03.
 FL0138
 FL0138.The dynamic height is computed by dividing the NAVD 88
 FL0138.geopotential number by the normal gravity value computed on the
 FL0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0138.degrees latitude (g = 980.6199 gals.).
 FL0138
 FL0138.The modeled gravity was interpolated from observed gravity values.
 FL0138
 FL0138;                    North         East    Units  Estimated Accuracy
 FL0138;SPC TX N     - 1,135,500.      318,150.      MT  (+/- 180 meters Scaled)
 FL0138
 FL0138                          SUPERSEDED SURVEY CONTROL
 FL0138
 FL0138  NGVD 29 (??/??/92)  704.943  (m)         2312.80   (f) ADJ UNCH    1 2
 FL0138
 FL0138.Superseded values are not recommended for survey control.
 FL0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0138.See file dsdata.txt to determine how the superseded data were derived.
 FL0138
 FL0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD905974(NAD 83)
 FL0138_MARKER: DB = BENCH MARK DISK
 FL0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0138_STAMPING: R 353 1953
 FL0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0138+STABILITY: SURFACE MOTION
 FL0138
 FL0138  HISTORY     - Date     Condition        Report By
 FL0138  HISTORY     - 1953     MONUMENTED       CGS
 FL0138
 FL0138                          STATION DESCRIPTION
 FL0138
 FL0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0138'2.45 MI E FROM SHAMROCK.
 FL0138'2.45 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0138'FROM THE STATION AT SHAMROCK, 95 FEET SOUTHEAST OF MILEPOST 662, 46.3
 FL0138'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.3 FEET NORTHWEST OF A FENCE,
 FL0138'2.8 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL0138'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0143 ***********************************************************************
 FL0143  DESIGNATION -  R 354
 FL0143  PID         -  FL0143
 FL0143  STATE/COUNTY-  TX/WHEELER
 FL0143  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0143
 FL0143                         *CURRENT SURVEY CONTROL
 FL0143  ___________________________________________________________________
 FL0143* NAD 83(1986)-  35 14 17.     (N)    100 14 57.     (W)     SCALED    
 FL0143* NAVD 88     -       696.360  (meters)    2284.64   (feet)  ADJUSTED  
 FL0143  ___________________________________________________________________
 FL0143  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0143  DYNAMIC HT  -         695.638 (meters)    2282.27  (feet)  COMP
 FL0143  MODELED GRAV-     979,574.0   (mgal)                       NAVD 88
 FL0143
 FL0143  VERT ORDER  -  FIRST     CLASS II
 FL0143
 FL0143.The horizontal coordinates were scaled from a topographic map and have
 FL0143.an estimated accuracy of +/- 6 seconds.
 FL0143
 FL0143.The orthometric height was determined by differential leveling
 FL0143.and adjusted by the National Geodetic Survey in June 1991..
 FL0143
 FL0143.The geoid height was determined by GEOID03.
 FL0143
 FL0143.The dynamic height is computed by dividing the NAVD 88
 FL0143.geopotential number by the normal gravity value computed on the
 FL0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0143.degrees latitude (g = 980.6199 gals.).
 FL0143
 FL0143.The modeled gravity was interpolated from observed gravity values.
 FL0143
 FL0143;                    North         East    Units  Estimated Accuracy
 FL0143;SPC TX N     - 1,138,070.      313,840.      MT  (+/- 180 meters Scaled)
 FL0143
 FL0143                          SUPERSEDED SURVEY CONTROL
 FL0143
 FL0143  NGVD 29 (??/??/92)  696.08   (m)         2283.7    (f) COMPUTED    1 2
 FL0143
 FL0143.Superseded values are not recommended for survey control.
 FL0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0143.See file dsdata.txt to determine how the superseded data were derived.
 FL0143
 FL0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE863001(NAD 83)
 FL0143_MARKER: DB = BENCH MARK DISK
 FL0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0143_SP_SET: CULVERT
 FL0143_STAMPING: R 354 1953
 FL0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0143
 FL0143  HISTORY     - Date     Condition        Report By
 FL0143  HISTORY     - 1953     MONUMENTED       CGS
 FL0143
 FL0143                          STATION DESCRIPTION
 FL0143
 FL0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0143'0.95 MI N FROM SHAMROCK.
 FL0143'0.95 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE HIGH SCHOOL AT
 FL0143'SHAMROCK, 17.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 FL0143'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0129 ***********************************************************************
 AO0129  DESIGNATION -  R 356
 AO0129  PID         -  AO0129
 AO0129  STATE/COUNTY-  TX/LA SALLE
 AO0129  USGS QUAD   -  PIEDRA CREEK SW (1974)
 AO0129
 AO0129                         *CURRENT SURVEY CONTROL
 AO0129  ___________________________________________________________________
 AO0129* NAD 83(1986)-  28 06 03.     (N)    098 57 49.     (W)     SCALED    
 AO0129* NAVD 88     -        86.280  (meters)     283.07   (feet)  POSTED    
 AO0129  ___________________________________________________________________
 AO0129  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AO0129  DYNAMIC HT  -          86.150 (meters)     282.64  (feet)  COMP
 AO0129  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 AO0129
 AO0129  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0129
 AO0129.The horizontal coordinates were scaled from a topographic map and have
 AO0129.an estimated accuracy of +/- 6 seconds.
 AO0129
 AO0129.The orthometric height was determined by differential leveling
 AO0129.and adjusted by the National Geodetic Survey in 1992..
 AO0129.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0129.rate of 1.1 thru 2.0 mm/km.
 AO0129
 AO0129.The geoid height was determined by GEOID03.
 AO0129
 AO0129.The dynamic height is computed by dividing the NAVD 88
 AO0129.geopotential number by the normal gravity value computed on the
 AO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0129.degrees latitude (g = 980.6199 gals.).
 AO0129
 AO0129.The modeled gravity was interpolated from observed gravity values.
 AO0129
 AO0129;                    North         East    Units  Estimated Accuracy
 AO0129;SPC TXSC     - 4,029,650.      603,580.      MT  (+/- 180 meters Scaled)
 AO0129
 AO0129                          SUPERSEDED SURVEY CONTROL
 AO0129
 AO0129  NGVD 29 (??/??/92)   86.242  (m)          282.95   (f) ADJ UNCH    2 0
 AO0129
 AO0129.Superseded values are not recommended for survey control.
 AO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0129.See file dsdata.txt to determine how the superseded data were derived.
 AO0129
 AO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS035083(NAD 83)
 AO0129_MARKER: DB = BENCH MARK DISK
 AO0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0129_STAMPING: R-356 1935
 AO0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0129+STABILITY: SURFACE MOTION
 AO0129
 AO0129  HISTORY     - Date     Condition        Report By
 AO0129  HISTORY     - 1935     MONUMENTED       CGS
 AO0129  HISTORY     - 1973     MARK NOT FOUND   USGS
 AO0129
 AO0129                          STATION DESCRIPTION
 AO0129
 AO0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0129'32.6 MI SE FROM COTULLA.
 AO0129'32.6 MILES SOUTHEAST OF AND ALONG RIVER ROAD.  ABOUT 1 MILE S. E. OF
 AO0129'LOS OLMOS RANCH HOUSE.  204 FT. S. W. OF A CREEK.  44 FT. S. E. OF A
 AO0129'FENCE LINE RUNNING N. E. AND S. W.  SET IN TOP OF A CONCRETE POST.
 AO0129
 AO0129                          STATION RECOVERY (1973)
 AO0129
 AO0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AO0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0620 ***********************************************************************
 GK0620  DESIGNATION -  R 358
 GK0620  PID         -  GK0620
 GK0620  STATE/COUNTY-  TX/SHERMAN
 GK0620  USGS QUAD   -  SUNRAY (1972)
 GK0620
 GK0620                         *CURRENT SURVEY CONTROL
 GK0620  ___________________________________________________________________
 GK0620* NAD 83(1986)-  36 04 35.     (N)    101 49 43.     (W)     SCALED    
 GK0620* NAVD 88     -      1071.843  (meters)    3516.54   (feet)  ADJUSTED  
 GK0620  ___________________________________________________________________
 GK0620  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 GK0620  DYNAMIC HT  -        1070.636 (meters)    3512.58  (feet)  COMP
 GK0620  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 GK0620
 GK0620  VERT ORDER  -  SECOND    CLASS 0
 GK0620
 GK0620.The horizontal coordinates were scaled from a topographic map and have
 GK0620.an estimated accuracy of +/- 6 seconds.
 GK0620
 GK0620.The orthometric height was determined by differential leveling
 GK0620.and adjusted by the National Geodetic Survey in June 1991..
 GK0620.WARNING-Repeat measurements at this control monument indicate possible
 GK0620.vertical movement.
 GK0620
 GK0620.The geoid height was determined by GEOID03.
 GK0620
 GK0620.The dynamic height is computed by dividing the NAVD 88
 GK0620.geopotential number by the normal gravity value computed on the
 GK0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0620.degrees latitude (g = 980.6199 gals.).
 GK0620
 GK0620.The modeled gravity was interpolated from observed gravity values.
 GK0620
 GK0620;                    North         East    Units  Estimated Accuracy
 GK0620;SPC TX N     - 1,230,400.      170,400.      MT  (+/- 180 meters Scaled)
 GK0620
 GK0620                          SUPERSEDED SURVEY CONTROL
 GK0620
 GK0620  NGVD 29 (??/??/92) 1071.342  (m)         3514.89   (f) ADJ UNCH    2 0
 GK0620
 GK0620.Superseded values are not recommended for survey control.
 GK0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0620.See file dsdata.txt to determine how the superseded data were derived.
 GK0620
 GK0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE452961(NAD 83)
 GK0620_MARKER: DB = BENCH MARK DISK
 GK0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0620_STAMPING: R 358 1943
 GK0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0620+STABILITY: SURFACE MOTION
 GK0620
 GK0620  HISTORY     - Date     Condition        Report By
 GK0620  HISTORY     - 1943     MONUMENTED       CGS
 GK0620  HISTORY     - 1952     GOOD             NGS
 GK0620  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0620
 GK0620                          STATION DESCRIPTION
 GK0620
 GK0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0620'3.75 MI N FROM SUNRAY.
 GK0620'3.75 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0620'PACIFIC RAILROAD STATION AT SUNRAY, 0.4 MILE NORTH OF A ROAD LEADING
 GK0620'EAST 0.85 MILE NORTH OF A BRIDGE OVER A DRY CREEK, 42 FEET EAST OF THE
 GK0620'CENTER LINE OF THE FARM ROAD, 10.4 FEET NORTH OF A TELEPHONE POLE, 2.5
 GK0620'FEET WEST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 GK0620'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 GK0620
 GK0620                          STATION RECOVERY (1971)
 GK0620
 GK0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0703 ***********************************************************************
 CD0703  DESIGNATION -  R 359 RESET 1956
 CD0703  PID         -  CD0703
 CD0703  STATE/COUNTY-  TX/HUDSPETH
 CD0703  USGS QUAD   -  MOLESWORTH MESA NORTH (1979)
 CD0703
 CD0703                         *CURRENT SURVEY CONTROL
 CD0703  ___________________________________________________________________
 CD0703* NAD 83(1986)-  31 47 30.     (N)    105 32 26.     (W)     SCALED    
 CD0703* NAVD 88     -      1342.60   (meters)    4404.8    (feet)  RESET     
 CD0703  ___________________________________________________________________
 CD0703  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0703
 CD0703  VERT ORDER  -  THIRD
 CD0703
 CD0703.The horizontal coordinates were scaled from a topographic map and have
 CD0703.an estimated accuracy of +/- 6 seconds.
 CD0703
 CD0703.The orthometric height was computed from unverified reset data.
 CD0703
 CD0703.The geoid height was determined by GEOID03.
 CD0703
 CD0703;                    North         East    Units  Estimated Accuracy
 CD0703;SPC TX C     - 3,247,120.      207,040.      MT  (+/- 180 meters Scaled)
 CD0703
 CD0703                          SUPERSEDED SURVEY CONTROL
 CD0703
 CD0703.No superseded survey control is available for this station.
 CD0703
 CD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR488174(NAD 83)
 CD0703_MARKER: DB = BENCH MARK DISK
 CD0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0703_STAMPING: R 359 RESET 1956
 CD0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0703+STABILITY: SURFACE MOTION
 CD0703
 CD0703  HISTORY     - Date     Condition        Report By
 CD0703  HISTORY     - 1956     MONUMENTED       CGS
 CD0703  HISTORY     - 1976     GOOD             USGS
 CD0703  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0703
 CD0703                          STATION DESCRIPTION
 CD0703
 CD0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0703'59.2 MI E FROM EL PASO.
 CD0703'IN HUDSPETH COUNTY, 59.2 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0703'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 0.5 MILE WEST OF A
 CD0703'STATE HIGHWAY MAINTENANCE STATION, ABOUT 150 YARDS NORTHEAST OF A GATE
 CD0703'IN THE SOUTH RIGHT-OF-WAY FENCE, AND 17 YARDS NORTH OF THE NORTH
 CD0703'RIGHT-OF-WAY LINE OF THE HIGHWAY.  PROJECTS 5 INCHES ABOVE GROUND.
 CD0703
 CD0703                          STATION RECOVERY (1976)
 CD0703
 CD0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0703'IN HUDSPETH COUNTY, 44.7 MI. EAST ALONG U.S. HWY. 62-180 FROM THE
 CD0703'JCT. WITH LOOP 375 AT EL PASO, EL PASO COUNTY. 0.6 MI. WEST OF A
 CD0703'STATE HIGHWAY DEPARTMENT MAINTAINANCE STATION, ABOUT 122 YARDS
 CD0703'NORTHEAST OF A CONCRETE CULVERT, 131 FT. NORTH OF THE C/L OF THE
 CD0703'HIGHWAY, 54 FT. NORTH OF THE R.O.W. FENCE. A STANDARD DISK STAMPED R
 CD0703'359 RESET 1956, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CD0703'FT. ABOVE THE GROUND.
 CD0703
 CD0703                          STATION RECOVERY (1981)
 CD0703
 CD0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0833 ***********************************************************************
 AY0833  DESIGNATION -  R 36
 AY0833  PID         -  AY0833
 AY0833  STATE/COUNTY-  TX/ATASCOSA
 AY0833  USGS QUAD   -  LYTLE (1982)
 AY0833
 AY0833                         *CURRENT SURVEY CONTROL
 AY0833  ___________________________________________________________________
 AY0833* NAD 83(1986)-  29 13 59.     (N)    098 47 53.     (W)     SCALED    
 AY0833* NAVD 88     -       221.024  (meters)     725.14   (feet)  ADJUSTED  
 AY0833  ___________________________________________________________________
 AY0833  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AY0833  DYNAMIC HT  -         220.707 (meters)     724.10  (feet)  COMP
 AY0833  MODELED GRAV-     979,203.7   (mgal)                       NAVD 88
 AY0833
 AY0833  VERT ORDER  -  FIRST     CLASS II
 AY0833
 AY0833.The horizontal coordinates were scaled from a topographic map and have
 AY0833.an estimated accuracy of +/- 6 seconds.
 AY0833
 AY0833.The orthometric height was determined by differential leveling
 AY0833.and adjusted by the National Geodetic Survey in June 1991..
 AY0833
 AY0833.The geoid height was determined by GEOID03.
 AY0833
 AY0833.The dynamic height is computed by dividing the NAVD 88
 AY0833.geopotential number by the normal gravity value computed on the
 AY0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0833.degrees latitude (g = 980.6199 gals.).
 AY0833
 AY0833.The modeled gravity was interpolated from observed gravity values.
 AY0833
 AY0833;                    North         East    Units  Estimated Accuracy
 AY0833;SPC TXSC     - 4,155,140.      619,630.      MT  (+/- 180 meters Scaled)
 AY0833
 AY0833                          SUPERSEDED SURVEY CONTROL
 AY0833
 AY0833  NGVD 29 (??/??/92)  220.903  (m)          724.75   (f) ADJ UNCH    1 2
 AY0833
 AY0833.Superseded values are not recommended for survey control.
 AY0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0833.See file dsdata.txt to determine how the superseded data were derived.
 AY0833
 AY0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT196338(NAD 83)
 AY0833_MARKER: DB = BENCH MARK DISK
 AY0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0833_SP_SET: WALL
 AY0833_STAMPING: R 36 ELEV 724.68 FT
 AY0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0833
 AY0833  HISTORY     - Date     Condition        Report By
 AY0833  HISTORY     - UNK      MONUMENTED       CGS
 AY0833  HISTORY     - 1956     GOOD             NGS
 AY0833  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0833
 AY0833                          STATION DESCRIPTION
 AY0833
 AY0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0833'IN LYTLE.
 AY0833'AT LYTLE, 2 1/2 POLES NORTHEAST OF THE INTERNATIONAL AND GREAT
 AY0833'NORTHERN RAILROAD STATION, 90 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 AY0833'THE MAIN TRACK, 19.3 FEET NORTHEAST OF THE NORTH CORNER OF THE LYTLE
 AY0833'STATE BANK BUILDING, 3.7 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN
 AY0833'THE NORTHWEST WALL OF AN ABANDONED BRICK BUILDING.
 AY0833
 AY0833                          STATION RECOVERY (2002)
 AY0833
 AY0833'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0417 ***********************************************************************
 EM0417  DESIGNATION -  R 36 USGS
 EM0417  PID         -  EM0417
 EM0417  STATE/COUNTY-  TX/HARDEMAN
 EM0417  USGS QUAD   -  CHILLICOTHE (1984)
 EM0417
 EM0417                         *CURRENT SURVEY CONTROL
 EM0417  ___________________________________________________________________
 EM0417* NAD 83(1986)-  34 15 25.     (N)    099 30 59.     (W)     SCALED    
 EM0417* NAVD 88     -       427.165  (meters)    1401.46   (feet)  ADJUSTED  
 EM0417  ___________________________________________________________________
 EM0417  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0417  DYNAMIC HT  -         426.682 (meters)    1399.87  (feet)  COMP
 EM0417  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 EM0417
 EM0417  VERT ORDER  -  FIRST     CLASS II
 EM0417
 EM0417.The horizontal coordinates were scaled from a topographic map and have
 EM0417.an estimated accuracy of +/- 6 seconds.
 EM0417
 EM0417.The orthometric height was determined by differential leveling
 EM0417.and adjusted by the National Geodetic Survey in June 1991..
 EM0417.WARNING-Repeat measurements at this control monument indicate possible
 EM0417.vertical movement.
 EM0417
 EM0417.The geoid height was determined by GEOID03.
 EM0417
 EM0417.The dynamic height is computed by dividing the NAVD 88
 EM0417.geopotential number by the normal gravity value computed on the
 EM0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0417.degrees latitude (g = 980.6199 gals.).
 EM0417
 EM0417.The modeled gravity was interpolated from observed gravity values.
 EM0417
 EM0417;                    North         East    Units  Estimated Accuracy
 EM0417;SPC TXNC     - 2,287,710.      506,380.      MT  (+/- 180 meters Scaled)
 EM0417
 EM0417                          SUPERSEDED SURVEY CONTROL
 EM0417
 EM0417  NGVD 29 (??/??/92)  427.006  (m)         1400.94   (f) ADJ UNCH    1 2
 EM0417
 EM0417.Superseded values are not recommended for survey control.
 EM0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0417.See file dsdata.txt to determine how the superseded data were derived.
 EM0417
 EM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC524907(NAD 83)
 EM0417_MARKER: DD = SURVEY DISK
 EM0417_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EM0417+WITH SETTING: PAVEMENT
 EM0417_STAMPING: 1401 R 36 TEX. 1925
 EM0417_MARK LOGO: USGS  
 EM0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0417+STABILITY: SURFACE MOTION
 EM0417
 EM0417  HISTORY     - Date     Condition        Report By
 EM0417  HISTORY     - 1925     MONUMENTED       USGS
 EM0417  HISTORY     - 1958     GOOD             NGS
 EM0417  HISTORY     - 1961     GOOD             NGS
 EM0417  HISTORY     - 1984     GOOD             NGS
 EM0417
 EM0417                          STATION DESCRIPTION
 EM0417
 EM0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0417'IN CHILLICOTHE.
 EM0417'AT CHILLICOTHE, HARDEMAN COUNTY, 2 FEET SOUTH OF THE MAIN STREET
 EM0417'ENTRANCE TO THE BANK OF CHILLICOTHE, AND IN THE WEST END OF THE FRONT
 EM0417'STONE STEP.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1401 R
 EM0417'36 TEX 1925.  NOTE-- THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS
 EM0417'AT THE NORTHWEST CORNER OF THE MAIN INTERSECTION AT ENTRANCE TO A
 EM0417'BUILDING.  THE BUILDING IS NOW USED FOR AN APPLIANCE STORE.
 EM0417
 EM0417                          STATION RECOVERY (1961)
 EM0417
 EM0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EM0417'RECOVERED IN GOOD CONDITION.
 EM0417
 EM0417                          STATION RECOVERY (1984)
 EM0417
 EM0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0417'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 EM0417'CHILLICOTHE, IN THE WEST EDGE OF THE STEP OF THE SOUTHEAST ENTRANCE TO
 EM0417'THE MASONIC LODGE BUILDING AT THE INTERSECTION OF 2ND STREET AND
 EM0417'AVENUE H, 14.7 M (48.2 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 12.8
 EM0417'M (42.0 FT) WEST OF THE CENTERLINE OF THE STREET, AND 1.3 M (4.3 FT)
 EM0417'SOUTHWEST OF THE CENTER OF THE ENTRANCE.
 EM0417'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0425 ***********************************************************************
 EN0425  DESIGNATION -  R 360
 EN0425  PID         -  EN0425
 EN0425  STATE/COUNTY-  TX/RANDALL
 EN0425  USGS QUAD   -  OGG (1984)
 EN0425
 EN0425                         *CURRENT SURVEY CONTROL
 EN0425  ___________________________________________________________________
 EN0425* NAD 83(1986)-  34 50 08.     (N)    101 53 22.     (W)     SCALED    
 EN0425* NAVD 88     -      1118.322  (meters)    3669.03   (feet)  ADJUSTED  
 EN0425  ___________________________________________________________________
 EN0425  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 EN0425  DYNAMIC HT  -        1116.941 (meters)    3664.50  (feet)  COMP
 EN0425  MODELED GRAV-     979,360.9   (mgal)                       NAVD 88
 EN0425
 EN0425  VERT ORDER  -  SECOND    CLASS 0
 EN0425
 EN0425.The horizontal coordinates were scaled from a topographic map and have
 EN0425.an estimated accuracy of +/- 6 seconds.
 EN0425
 EN0425.The orthometric height was determined by differential leveling
 EN0425.and adjusted by the National Geodetic Survey in June 1991..
 EN0425
 EN0425.The geoid height was determined by GEOID03.
 EN0425
 EN0425.The dynamic height is computed by dividing the NAVD 88
 EN0425.geopotential number by the normal gravity value computed on the
 EN0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0425.degrees latitude (g = 980.6199 gals.).
 EN0425
 EN0425.The modeled gravity was interpolated from observed gravity values.
 EN0425
 EN0425;                    North         East    Units  Estimated Accuracy
 EN0425;SPC TX N     - 1,092,770.      164,380.      MT  (+/- 180 meters Scaled)
 EN0425
 EN0425                          SUPERSEDED SURVEY CONTROL
 EN0425
 EN0425  NGVD 29 (??/??/92) 1117.837  (m)         3667.44   (f) ADJ UNCH    2 0
 EN0425
 EN0425.Superseded values are not recommended for survey control.
 EN0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0425.See file dsdata.txt to determine how the superseded data were derived.
 EN0425
 EN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD357586(NAD 83)
 EN0425_MARKER: DB = BENCH MARK DISK
 EN0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0425_STAMPING: R 360 1943
 EN0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0425+STABILITY: SURFACE MOTION
 EN0425
 EN0425  HISTORY     - Date     Condition        Report By
 EN0425  HISTORY     - 1943     MONUMENTED       CGS
 EN0425  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0425
 EN0425                          STATION DESCRIPTION
 EN0425
 EN0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0425'6.6 MI N FROM HAPPY.
 EN0425'IN RANDALL COUNTY, ABOUT 6.6 MILES NORTH ALONG THE PANHANDLE AND SANTA
 EN0425'FE RAILROAD FROM THE STATION AT HAPPY, SWISHER COUNTY, AT RALPH,
 EN0425'RANDALL COUNTY, 3 1/2 POLES SOUTH OF THE RALPH ELEVATOR COMPANY, 96
 EN0425'FEET EAST OF THE RAIL OF THE MAIN TRACK, 152 FEET SOUTHWEST OF THE
 EN0425'CENTER LINE OF HIGHWAY 87, 10 FEET NORTH OF A POLE, 2.5 FEET SOUTHWEST
 EN0425'OF A WHITE REFERENCE POST, A BENCH MARK DISK SET IN THE TOP OF A
 EN0425'CONCRETE POST.
 EN0425
 EN0425                          STATION RECOVERY (1980)
 EN0425
 EN0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0454 ***********************************************************************
 EN0454  DESIGNATION -  R 361
 EN0454  PID         -  EN0454
 EN0454  STATE/COUNTY-  TX/RANDALL
 EN0454  USGS QUAD   -  NANCE RANCH (1984)
 EN0454
 EN0454                         *CURRENT SURVEY CONTROL
 EN0454  ___________________________________________________________________
 EN0454* NAD 83(1986)-  34 58 47.     (N)    101 52 06.     (W)     SCALED    
 EN0454* NAVD 88     -      1097.136  (meters)    3599.52   (feet)  ADJUSTED  
 EN0454  ___________________________________________________________________
 EN0454  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 EN0454  DYNAMIC HT  -        1095.811 (meters)    3595.17  (feet)  COMP
 EN0454  MODELED GRAV-     979,389.4   (mgal)                       NAVD 88
 EN0454
 EN0454  VERT ORDER  -  SECOND    CLASS 0
 EN0454
 EN0454.The horizontal coordinates were scaled from a topographic map and have
 EN0454.an estimated accuracy of +/- 6 seconds.
 EN0454
 EN0454.The orthometric height was determined by differential leveling
 EN0454.and adjusted by the National Geodetic Survey in June 1991..
 EN0454
 EN0454.The geoid height was determined by GEOID03.
 EN0454
 EN0454.The dynamic height is computed by dividing the NAVD 88
 EN0454.geopotential number by the normal gravity value computed on the
 EN0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0454.degrees latitude (g = 980.6199 gals.).
 EN0454
 EN0454.The modeled gravity was interpolated from observed gravity values.
 EN0454
 EN0454;                    North         East    Units  Estimated Accuracy
 EN0454;SPC TX N     - 1,108,750.      166,370.      MT  (+/- 180 meters Scaled)
 EN0454
 EN0454                          SUPERSEDED SURVEY CONTROL
 EN0454
 EN0454  NGVD 29 (??/??/92) 1096.667  (m)         3597.98   (f) ADJ UNCH    2 0
 EN0454
 EN0454.Superseded values are not recommended for survey control.
 EN0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0454.See file dsdata.txt to determine how the superseded data were derived.
 EN0454
 EN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD381745(NAD 83)
 EN0454_MARKER: DB = BENCH MARK DISK
 EN0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0454_SP_SET: CULVERT
 EN0454_STAMPING: R 361 1943
 EN0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0454
 EN0454  HISTORY     - Date     Condition        Report By
 EN0454  HISTORY     - 1943     MONUMENTED       CGS
 EN0454  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0454  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0454
 EN0454                          STATION DESCRIPTION
 EN0454
 EN0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0454'3.5 MI E FROM CANYON.
 EN0454'3.5 MILES EAST ALONG PALO DURO DRIVE (STATE HIGHWAY 217) FROM THE
 EN0454'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, 15 FEET WEST OF THE
 EN0454'JUNCTION OF A ROAD LEADING NORTH, AT A CONCRETE-BOX CULVERT, IN THE
 EN0454'TOP OF THE SOUTH HEADWALL, AND 18 FEET SOUTH OF THE CENTERLINE OF THE
 EN0454'HIGHWAY.  A STANDARD DISK, STAMPED R 361 1943.
 EN0454
 EN0454                          STATION RECOVERY (1980)
 EN0454
 EN0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0454'PROBABLY DESTROYED WHEN ROAD WAS WIDENED
 EN0454
 EN0454                          STATION RECOVERY (1984)
 EN0454
 EN0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0492 ***********************************************************************
 EN0492  DESIGNATION -  R 362
 EN0492  PID         -  EN0492
 EN0492  STATE/COUNTY-  TX/ARMSTRONG
 EN0492  USGS QUAD   -  WAYSIDE (1984)
 EN0492
 EN0492                         *CURRENT SURVEY CONTROL
 EN0492  ___________________________________________________________________
 EN0492* NAD 83(1986)-  34 51 42.     (N)    101 31 34.     (W)     SCALED    
 EN0492* NAVD 88     -       788.786  (meters)    2587.88   (feet)  ADJUSTED  
 EN0492  ___________________________________________________________________
 EN0492  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EN0492  DYNAMIC HT  -         787.833 (meters)    2584.75  (feet)  COMP
 EN0492  MODELED GRAV-     979,401.2   (mgal)                       NAVD 88
 EN0492
 EN0492  VERT ORDER  -  SECOND    CLASS 0
 EN0492
 EN0492.The horizontal coordinates were scaled from a topographic map and have
 EN0492.an estimated accuracy of +/- 6 seconds.
 EN0492
 EN0492.The orthometric height was determined by differential leveling
 EN0492.and adjusted by the National Geodetic Survey in June 1991..
 EN0492
 EN0492.The geoid height was determined by GEOID03.
 EN0492
 EN0492.The dynamic height is computed by dividing the NAVD 88
 EN0492.geopotential number by the normal gravity value computed on the
 EN0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0492.degrees latitude (g = 980.6199 gals.).
 EN0492
 EN0492.The modeled gravity was interpolated from observed gravity values.
 EN0492
 EN0492;                    North         East    Units  Estimated Accuracy
 EN0492;SPC TX N     - 1,095,590.      197,610.      MT  (+/- 180 meters Scaled)
 EN0492
 EN0492                          SUPERSEDED SURVEY CONTROL
 EN0492
 EN0492  NGVD 29 (??/??/92)  788.332  (m)         2586.39   (f) ADJ UNCH    2 0
 EN0492
 EN0492.Superseded values are not recommended for survey control.
 EN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0492.See file dsdata.txt to determine how the superseded data were derived.
 EN0492
 EN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD690606(NAD 83)
 EN0492_MARKER: DB = BENCH MARK DISK
 EN0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0492_SP_SET: TREE
 EN0492_STAMPING: R 362 1943
 EN0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0492
 EN0492  HISTORY     - Date     Condition        Report By
 EN0492  HISTORY     - 1943     MONUMENTED       CGS
 EN0492
 EN0492                          STATION DESCRIPTION
 EN0492
 EN0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0492'30.8 MI SE FROM CANYON.
 EN0492'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0492'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 10.8 MILES EAST
 EN0492'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  1.8 MILES
 EN0492'EAST OF OLD HOME RANCH CAMP, OPPOSITE THE EAST END OF A 35-FOOT RED
 EN0492'BLUFF, 30 YARDS SOUTH OF THE SOUTH BANK OF THE RIVER, IN THE SOUTH
 EN0492'SIDE OF THE TRUNK OF AN 18-INCH COTTONWOOD TREE, 3 FEET BELOW A
 EN0492'TRIANGULAR BLAZE, AND 1.4 FEET ABOVE THE GROUND.  A STANDARD DISK,
 EN0492'STAMPED R 362 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0381 ***********************************************************************
 FL0381  DESIGNATION -  R 363
 FL0381  PID         -  FL0381
 FL0381  STATE/COUNTY-  TX/GRAY
 FL0381  USGS QUAD   -  MC LEAN (1978)
 FL0381
 FL0381                         *CURRENT SURVEY CONTROL
 FL0381  ___________________________________________________________________
 FL0381* NAD 83(1986)-  35 14 40.     (N)    100 35 37.     (W)     SCALED    
 FL0381* NAVD 88     -       879.525  (meters)    2885.57   (feet)  ADJUSTED  
 FL0381  ___________________________________________________________________
 FL0381  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL0381  DYNAMIC HT  -         878.570 (meters)    2882.44  (feet)  COMP
 FL0381  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 FL0381
 FL0381  VERT ORDER  -  FIRST     CLASS II
 FL0381
 FL0381.The horizontal coordinates were scaled from a topographic map and have
 FL0381.an estimated accuracy of +/- 6 seconds.
 FL0381
 FL0381.The orthometric height was determined by differential leveling
 FL0381.and adjusted by the National Geodetic Survey in June 1991..
 FL0381
 FL0381.The geoid height was determined by GEOID03.
 FL0381
 FL0381.The dynamic height is computed by dividing the NAVD 88
 FL0381.geopotential number by the normal gravity value computed on the
 FL0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0381.degrees latitude (g = 980.6199 gals.).
 FL0381
 FL0381.The modeled gravity was interpolated from observed gravity values.
 FL0381
 FL0381;                    North         East    Units  Estimated Accuracy
 FL0381;SPC TX N     - 1,138,430.      282,490.      MT  (+/- 180 meters Scaled)
 FL0381
 FL0381                          SUPERSEDED SURVEY CONTROL
 FL0381
 FL0381  NGVD 29 (??/??/92)  879.175  (m)         2884.43   (f) ADJ UNCH    1 2
 FL0381
 FL0381.Superseded values are not recommended for survey control.
 FL0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0381.See file dsdata.txt to determine how the superseded data were derived.
 FL0381
 FL0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE550013(NAD 83)
 FL0381_MARKER: DB = BENCH MARK DISK
 FL0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0381_STAMPING: R 363 1943
 FL0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0381+STABILITY: SURFACE MOTION
 FL0381
 FL0381  HISTORY     - Date     Condition        Report By
 FL0381  HISTORY     - 1943     MONUMENTED       CGS
 FL0381  HISTORY     - 1955     GOOD             NGS
 FL0381
 FL0381                          STATION DESCRIPTION
 FL0381
 FL0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0381'1.0 MI N FROM MCLEAN.
 FL0381'1.0 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 FL0381'MCLEAN, GRAY COUNTY, ON THE INSIDE OF A CURVE IN THE ROAD, 90 FEET
 FL0381'NORTHEAST OF A TELEPHONE POLE, 48 FEET EAST OF THE EAST END OF A FENCE
 FL0381'GATE, 29 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF AN
 FL0381'EAST-AND-WEST FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 FL0381'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK,
 FL0381'STAMPED R 363 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FL0381'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0240 ***********************************************************************
 CV0240  DESIGNATION -  R 364
 CV0240  PID         -  CV0240
 CV0240  STATE/COUNTY-  TX/YOAKUM
 CV0240  USGS QUAD   -  DENVER CITY (1971)
 CV0240
 CV0240                         *CURRENT SURVEY CONTROL
 CV0240  ___________________________________________________________________
 CV0240* NAD 83(1986)-  32 57 52.     (N)    102 49 55.     (W)     SCALED    
 CV0240* NAVD 88     -      1088.731  (meters)    3571.95   (feet)  ADJUSTED  
 CV0240  ___________________________________________________________________
 CV0240  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 CV0240  DYNAMIC HT  -        1087.281 (meters)    3567.19  (feet)  COMP
 CV0240  MODELED GRAV-     979,267.8   (mgal)                       NAVD 88
 CV0240
 CV0240  VERT ORDER  -  SECOND    CLASS 0
 CV0240
 CV0240.The horizontal coordinates were scaled from a topographic map and have
 CV0240.an estimated accuracy of +/- 6 seconds.
 CV0240
 CV0240.The orthometric height was determined by differential leveling
 CV0240.and adjusted by the National Geodetic Survey in June 1991..
 CV0240
 CV0240.The geoid height was determined by GEOID03.
 CV0240
 CV0240.The dynamic height is computed by dividing the NAVD 88
 CV0240.geopotential number by the normal gravity value computed on the
 CV0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0240.degrees latitude (g = 980.6199 gals.).
 CV0240
 CV0240.The modeled gravity was interpolated from observed gravity values.
 CV0240
 CV0240;                    North         East    Units  Estimated Accuracy
 CV0240;SPC TXNC     - 2,152,260.      195,170.      MT  (+/- 180 meters Scaled)
 CV0240
 CV0240                          SUPERSEDED SURVEY CONTROL
 CV0240
 CV0240  NGVD 29 (??/??/92) 1088.368  (m)         3570.75   (f) ADJ UNCH    2 0
 CV0240
 CV0240.Superseded values are not recommended for survey control.
 CV0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0240.See file dsdata.txt to determine how the superseded data were derived.
 CV0240
 CV0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS026494(NAD 83)
 CV0240_MARKER: DB = BENCH MARK DISK
 CV0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0240_SP_SET: BUILDING
 CV0240_STAMPING: R 364 1943
 CV0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0240
 CV0240  HISTORY     - Date     Condition        Report By
 CV0240  HISTORY     - 1943     MONUMENTED       CGS
 CV0240  HISTORY     - 1973     GOOD             NGS
 CV0240
 CV0240                          STATION DESCRIPTION
 CV0240
 CV0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0240'IN DENVER CITY.
 CV0240'THIS MARK IS AT DENVER CITY, YOAKUM COUNTY, ABOUT 0.2 MILE SOUTH OF
 CV0240'THE POST OFFICE, SET ON THE ROAD RUNNING WEST TO ALLRED, SET IN THE
 CV0240'CONCRETE FOUNDATION OF THE SOUTH SIDE OF THE CONOCO SERVICE STATION,
 CV0240'2.0 FEET WEST OF THE WEST EDGE OF THE EAST DOOR, ABOUT 71.0 FEET NORTH
 CV0240'OF THE CENTER LINE OF THE ROAD, ABOUT 2.0 FEET HIGHER THAN ROAD.
 CV0240
 CV0240                          STATION RECOVERY (1973)
 CV0240
 CV0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CV0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0144 ***********************************************************************
 DQ0144  DESIGNATION -  R 366
 DQ0144  PID         -  DQ0144
 DQ0144  STATE/COUNTY-  TX/COCHRAN
 DQ0144  USGS QUAD   -  WEST OF SUNDOWN (1965)
 DQ0144
 DQ0144                         *CURRENT SURVEY CONTROL
 DQ0144  ___________________________________________________________________
 DQ0144* NAD 83(1986)-  33 28 50.     (N)    102 36 42.     (W)     SCALED    
 DQ0144* NAVD 88     -      1111.947  (meters)    3648.11   (feet)  ADJUSTED  
 DQ0144  ___________________________________________________________________
 DQ0144  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 DQ0144  DYNAMIC HT  -        1110.489 (meters)    3643.33  (feet)  COMP
 DQ0144  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 DQ0144
 DQ0144  VERT ORDER  -  SECOND    CLASS 0
 DQ0144
 DQ0144.The horizontal coordinates were scaled from a topographic map and have
 DQ0144.an estimated accuracy of +/- 6 seconds.
 DQ0144
 DQ0144.The orthometric height was determined by differential leveling
 DQ0144.and adjusted by the National Geodetic Survey in June 1991..
 DQ0144
 DQ0144.The geoid height was determined by GEOID03.
 DQ0144
 DQ0144.The dynamic height is computed by dividing the NAVD 88
 DQ0144.geopotential number by the normal gravity value computed on the
 DQ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0144.degrees latitude (g = 980.6199 gals.).
 DQ0144
 DQ0144.The modeled gravity was interpolated from observed gravity values.
 DQ0144
 DQ0144;                    North         East    Units  Estimated Accuracy
 DQ0144;SPC TXNC     - 2,208,620.      217,980.      MT  (+/- 180 meters Scaled)
 DQ0144
 DQ0144                          SUPERSEDED SURVEY CONTROL
 DQ0144
 DQ0144  NGVD 29 (??/??/92) 1111.550  (m)         3646.81   (f) ADJ UNCH    2 0
 DQ0144
 DQ0144.Superseded values are not recommended for survey control.
 DQ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0144.See file dsdata.txt to determine how the superseded data were derived.
 DQ0144
 DQ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT219071(NAD 83)
 DQ0144_MARKER: DB = BENCH MARK DISK
 DQ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0144_STAMPING: R 366 1943
 DQ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0144+STABILITY: SURFACE MOTION
 DQ0144
 DQ0144  HISTORY     - Date     Condition        Report By
 DQ0144  HISTORY     - 1943     MONUMENTED       CGS
 DQ0144  HISTORY     - 1965     MARK NOT FOUND   USGS
 DQ0144
 DQ0144                          STATION DESCRIPTION
 DQ0144
 DQ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0144'8.1 MI S FROM WHITEFACE.
 DQ0144'THIS MARK IS ABOUT 8.1 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0144'RAILWAY STATION AT WHITEFACE, COCHRAN COUNTY, 0.15 MILE NORTH OF A
 DQ0144'ROAD RUNNING WEST, 12.3 FEET WEST OF A FENCE RUNNING PARALLEL WITH THE
 DQ0144'ROAD, 38.0 FEET EAST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 DQ0144'4-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
 DQ0144
 DQ0144                          STATION RECOVERY (1965)
 DQ0144
 DQ0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DQ0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0077 ***********************************************************************
 GL0077  DESIGNATION -  R 369
 GL0077  PID         -  GL0077
 GL0077  STATE/COUNTY-  TX/MOORE
 GL0077  USGS QUAD   -  CACTUS WEST (1965)
 GL0077
 GL0077                         *CURRENT SURVEY CONTROL
 GL0077  ___________________________________________________________________
 GL0077* NAD 83(1986)-  36 01 30.     (N)    102 06 40.     (W)     SCALED    
 GL0077* NAVD 88     -      1136.994  (meters)    3730.29   (feet)  ADJUSTED  
 GL0077  ___________________________________________________________________
 GL0077  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 GL0077  DYNAMIC HT  -        1135.690 (meters)    3726.01  (feet)  COMP
 GL0077  MODELED GRAV-     979,446.8   (mgal)                       NAVD 88
 GL0077
 GL0077  VERT ORDER  -  SECOND    CLASS 0
 GL0077
 GL0077.The horizontal coordinates were scaled from a topographic map and have
 GL0077.an estimated accuracy of +/- 6 seconds.
 GL0077
 GL0077.The orthometric height was determined by differential leveling
 GL0077.and adjusted by the National Geodetic Survey in June 1991..
 GL0077.WARNING-Repeat measurements at this control monument indicate possible
 GL0077.vertical movement.
 GL0077
 GL0077.The geoid height was determined by GEOID03.
 GL0077
 GL0077.The dynamic height is computed by dividing the NAVD 88
 GL0077.geopotential number by the normal gravity value computed on the
 GL0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0077.degrees latitude (g = 980.6199 gals.).
 GL0077
 GL0077.The modeled gravity was interpolated from observed gravity values.
 GL0077
 GL0077;                    North         East    Units  Estimated Accuracy
 GL0077;SPC TX N     - 1,224,820.      144,920.      MT  (+/- 180 meters Scaled)
 GL0077
 GL0077                          SUPERSEDED SURVEY CONTROL
 GL0077
 GL0077  NGVD 29 (??/??/92) 1136.45   (m)         3728.5    (f) COMPUTED    2 0
 GL0077
 GL0077.Superseded values are not recommended for survey control.
 GL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0077.See file dsdata.txt to determine how the superseded data were derived.
 GL0077
 GL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV603905(NAD 83)
 GL0077_MARKER: DB = BENCH MARK DISK
 GL0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0077_STAMPING: R 369 1943
 GL0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0077+STABILITY: SURFACE MOTION
 GL0077
 GL0077  HISTORY     - Date     Condition        Report By
 GL0077  HISTORY     - 1943     MONUMENTED       CGS
 GL0077  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0077
 GL0077                          STATION DESCRIPTION
 GL0077
 GL0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0077'6.4 MI W FROM ETTER.
 GL0077'6.4 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0077'ETTER.  SET BY MILE POST NUMBER 36.  30.5 FEET SOUTH OF THE SOUTH RAIL
 GL0077'OF THE TRACK, 7.0 FEET NORTH OF THE MILE POST, 2.0 FEET NORTH OF THE
 GL0077'REFERENCE POST.
 GL0077
 GL0077                          STATION RECOVERY (1965)
 GL0077
 GL0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0201 ***********************************************************************
 AO0201  DESIGNATION -  R 37
 AO0201  PID         -  AO0201
 AO0201  STATE/COUNTY-  TX/FRIO
 AO0201  USGS QUAD   -  DILLEY (1974)
 AO0201
 AO0201                         *CURRENT SURVEY CONTROL
 AO0201  ___________________________________________________________________
 AO0201* NAD 83(1986)-  28 42 31.     (N)    099 09 26.     (W)     SCALED    
 AO0201* NAVD 88     -       151.716  (meters)     497.75   (feet)  POSTED    
 AO0201  ___________________________________________________________________
 AO0201  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AO0201  DYNAMIC HT  -         151.490 (meters)     497.01  (feet)  COMP
 AO0201  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 AO0201
 AO0201  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AO0201
 AO0201.The horizontal coordinates were scaled from a topographic map and have
 AO0201.an estimated accuracy of +/- 6 seconds.
 AO0201
 AO0201.The orthometric height was determined by differential leveling
 AO0201.and adjusted by the National Geodetic Survey in 1992..
 AO0201.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AO0201.rate of 0.0 thru 1.0 mm/km.
 AO0201
 AO0201.The geoid height was determined by GEOID03.
 AO0201
 AO0201.The dynamic height is computed by dividing the NAVD 88
 AO0201.geopotential number by the normal gravity value computed on the
 AO0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0201.degrees latitude (g = 980.6199 gals.).
 AO0201
 AO0201.The modeled gravity was interpolated from observed gravity values.
 AO0201
 AO0201;                    North         East    Units  Estimated Accuracy
 AO0201;SPC TXSC     - 4,097,020.      584,640.      MT  (+/- 180 meters Scaled)
 AO0201
 AO0201                          SUPERSEDED SURVEY CONTROL
 AO0201
 AO0201.No superseded survey control is available for this station.
 AO0201
 AO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS846757(NAD 83)
 AO0201_MARKER: Z = SEE DESCRIPTION
 AO0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0201_SP_SET: STONE POST
 AO0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0201
 AO0201  HISTORY     - Date     Condition        Report By
 AO0201  HISTORY     - UNK      MONUMENTED       CGS
 AO0201  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0201  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 AO0201  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 AO0201
 AO0201                          STATION DESCRIPTION
 AO0201
 AO0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0201'2.7 MI N FROM DILLEY.
 AO0201'2.7 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0201'DILLEY, FRIO COUNTY, ABOUT 2 MILES SOUTH OF FRIO RIVER, AT MILEPOST
 AO0201'326, AND 40 FEET EAST OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE,
 AO0201'FLANKED BY THE LETTERS USBM IN THE TOP OF A STONE POST.
 AO0201
 AO0201                          STATION RECOVERY (1996)
 AO0201
 AO0201'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0201'MARK NOT FOUND.
 AO0201
 AO0201                          STATION RECOVERY (2003)
 AO0201
 AO0201'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0086 ***********************************************************************
 FM0086  DESIGNATION -  R 370
 FM0086  PID         -  FM0086
 FM0086  STATE/COUNTY-  TX/HARTLEY
 FM0086  USGS QUAD   -  HARTLEY (1973)
 FM0086
 FM0086                         *CURRENT SURVEY CONTROL
 FM0086  ___________________________________________________________________
 FM0086* NAD 83(1986)-  35 55 14.     (N)    102 24 22.     (W)     SCALED    
 FM0086* NAVD 88     -      1196.868  (meters)    3926.72   (feet)  ADJUSTED  
 FM0086  ___________________________________________________________________
 FM0086  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 FM0086  DYNAMIC HT  -        1195.465 (meters)    3922.12  (feet)  COMP
 FM0086  MODELED GRAV-     979,419.5   (mgal)                       NAVD 88
 FM0086
 FM0086  VERT ORDER  -  SECOND    CLASS 0
 FM0086
 FM0086.The horizontal coordinates were scaled from a topographic map and have
 FM0086.an estimated accuracy of +/- 6 seconds.
 FM0086
 FM0086.The orthometric height was determined by differential leveling
 FM0086.and adjusted by the National Geodetic Survey in June 1991..
 FM0086
 FM0086.The geoid height was determined by GEOID03.
 FM0086
 FM0086.The dynamic height is computed by dividing the NAVD 88
 FM0086.geopotential number by the normal gravity value computed on the
 FM0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0086.degrees latitude (g = 980.6199 gals.).
 FM0086
 FM0086.The modeled gravity was interpolated from observed gravity values.
 FM0086
 FM0086;                    North         East    Units  Estimated Accuracy
 FM0086;SPC TX N     - 1,213,440.      118,230.      MT  (+/- 180 meters Scaled)
 FM0086
 FM0086                          SUPERSEDED SURVEY CONTROL
 FM0086
 FM0086  NGVD 29 (??/??/92) 1196.297  (m)         3924.85   (f) ADJ UNCH    2 0
 FM0086
 FM0086.Superseded values are not recommended for survey control.
 FM0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0086.See file dsdata.txt to determine how the superseded data were derived.
 FM0086
 FM0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV340782(NAD 83)
 FM0086_MARKER: DB = BENCH MARK DISK
 FM0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0086_STAMPING: R 370 1943
 FM0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0086+STABILITY: SURFACE MOTION
 FM0086
 FM0086  HISTORY     - Date     Condition        Report By
 FM0086  HISTORY     - 1943     MONUMENTED       CGS
 FM0086  HISTORY     - 1952     GOOD             NGS
 FM0086  HISTORY     - 1973     MARK NOT FOUND   USGS
 FM0086
 FM0086                          STATION DESCRIPTION
 FM0086
 FM0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0086'2.4 MI NW FROM HARTLEY.
 FM0086'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 FM0086'HARTLEY, THENCE 1.2 MILES NORTH ALONG A GRADED DIRT ROAD, 24 FEET EAST
 FM0086'OF THE CENTER LINE OF THE ROAD, 3.5 FEET SOUTH OF A FENCE LEADING
 FM0086'EAST, 1.6 FEET EAST OF A NORTH AND SOUTH FENCE, 2 FEET WEST OF A
 FM0086'WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
 FM0086
 FM0086                          STATION RECOVERY (1973)
 FM0086
 FM0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1516 ***********************************************************************
 FL1516  DESIGNATION -  R 371
 FL1516  PID         -  FL1516
 FL1516  STATE/COUNTY-  TX/MOORE
 FL1516  USGS QUAD   -  DUMAS NORTH (1965)
 FL1516
 FL1516                         *CURRENT SURVEY CONTROL
 FL1516  ___________________________________________________________________
 FL1516* NAD 83(1986)-  35 54 00.     (N)    101 58 51.     (W)     SCALED    
 FL1516* NAVD 88     -      1113.496  (meters)    3653.19   (feet)  ADJUSTED  
 FL1516  ___________________________________________________________________
 FL1516  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FL1516  DYNAMIC HT  -        1112.209 (meters)    3648.97  (feet)  COMP
 FL1516  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
 FL1516
 FL1516  VERT ORDER  -  SECOND    CLASS 0
 FL1516
 FL1516.The horizontal coordinates were scaled from a topographic map and have
 FL1516.an estimated accuracy of +/- 6 seconds.
 FL1516
 FL1516.The orthometric height was determined by differential leveling
 FL1516.and adjusted by the National Geodetic Survey in June 1991..
 FL1516
 FL1516.The geoid height was determined by GEOID03.
 FL1516
 FL1516.The dynamic height is computed by dividing the NAVD 88
 FL1516.geopotential number by the normal gravity value computed on the
 FL1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1516.degrees latitude (g = 980.6199 gals.).
 FL1516
 FL1516.The modeled gravity was interpolated from observed gravity values.
 FL1516
 FL1516;                    North         East    Units  Estimated Accuracy
 FL1516;SPC TX N     - 1,210,890.      156,590.      MT  (+/- 180 meters Scaled)
 FL1516
 FL1516                          SUPERSEDED SURVEY CONTROL
 FL1516
 FL1516  NGVD 29 (??/??/92) 1112.951  (m)         3651.41   (f) ADJ UNCH    2 0
 FL1516
 FL1516.Superseded values are not recommended for survey control.
 FL1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1516.See file dsdata.txt to determine how the superseded data were derived.
 FL1516
 FL1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE309769(NAD 83)
 FL1516_MARKER: DB = BENCH MARK DISK
 FL1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1516_STAMPING: R 371 1943
 FL1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1516+STABILITY: SURFACE MOTION
 FL1516
 FL1516  HISTORY     - Date     Condition        Report By
 FL1516  HISTORY     - 1943     MONUMENTED       CGS
 FL1516  HISTORY     - 1962     GOOD             USGS
 FL1516
 FL1516                          STATION DESCRIPTION
 FL1516
 FL1516'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FL1516'2.7 MI N FROM DUMAS.
 FL1516'2.7 MILES NORTH ALONG THE PANHANDLE AND SANTE FE RAILWAY FROM THE
 FL1516'STATION AT DUMAS, MOORE COUNTY, 4.7 FEET WEST OF A TELEPHONE POLE
 FL1516'PAINTED  WHITE-FORMALLY A MILE POST-WHICH IS DIRECTLY OPPOSITE THE NEW
 FL1516'MILE POST 55, 65.6 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 8.7
 FL1516'FEET EAST OF THE RIGHT-OF-WAY FENCE, 234 FEET NORTH OF AN EAST-WEST
 FL1516'FENCE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FL1516'DISK, STAMPED R 371 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0572 ***********************************************************************
 GK0572  DESIGNATION -  R 372
 GK0572  PID         -  GK0572
 GK0572  STATE/COUNTY-  TX/SHERMAN
 GK0572  USGS QUAD   -  PLEASURE POND (1974)
 GK0572
 GK0572                         *CURRENT SURVEY CONTROL
 GK0572  ___________________________________________________________________
 GK0572* NAD 83(1986)-  36 08 21.     (N)    101 48 38.     (W)     SCALED    
 GK0572* NAVD 88     -      1068.817  (meters)    3506.61   (feet)  ADJUSTED  
 GK0572  ___________________________________________________________________
 GK0572  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 GK0572  DYNAMIC HT  -        1067.622 (meters)    3502.69  (feet)  COMP
 GK0572  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 GK0572
 GK0572  VERT ORDER  -  SECOND    CLASS 0
 GK0572
 GK0572.The horizontal coordinates were scaled from a topographic map and have
 GK0572.an estimated accuracy of +/- 6 seconds.
 GK0572
 GK0572.The orthometric height was determined by differential leveling
 GK0572.and adjusted by the National Geodetic Survey in June 1991..
 GK0572
 GK0572.The geoid height was determined by GEOID03.
 GK0572
 GK0572.The dynamic height is computed by dividing the NAVD 88
 GK0572.geopotential number by the normal gravity value computed on the
 GK0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0572.degrees latitude (g = 980.6199 gals.).
 GK0572
 GK0572.The modeled gravity was interpolated from observed gravity values.
 GK0572
 GK0572;                    North         East    Units  Estimated Accuracy
 GK0572;SPC TX N     - 1,237,360.      172,050.      MT  (+/- 180 meters Scaled)
 GK0572
 GK0572                          SUPERSEDED SURVEY CONTROL
 GK0572
 GK0572  NGVD 29 (??/??/92) 1068.324  (m)         3504.99   (f) ADJ UNCH    2 0
 GK0572
 GK0572.Superseded values are not recommended for survey control.
 GK0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0572.See file dsdata.txt to determine how the superseded data were derived.
 GK0572
 GK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF471030(NAD 83)
 GK0572_MARKER: DB = BENCH MARK DISK
 GK0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0572_STAMPING: R 372 1943
 GK0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0572+STABILITY: SURFACE MOTION
 GK0572
 GK0572  HISTORY     - Date     Condition        Report By
 GK0572  HISTORY     - 1943     MONUMENTED       CGS
 GK0572  HISTORY     - 1952     GOOD             NGS
 GK0572  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0572
 GK0572                          STATION DESCRIPTION
 GK0572
 GK0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0572'9.0 MI NE FROM SUNRAY.
 GK0572'8.0 MILES NORTH ALONG FARM ROAD 11. FROM THE CHICAGO, ROCK ISLAND AND
 GK0572'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 1.0 MILE EAST ALONG FARM
 GK0572'ROAD 1573, 53 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 28 FEET
 GK0572'EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 24 FEET SOUTH OF A
 GK0572'FENCE CORNER, 1.2 FEET WEST OF A FENCE, 3.4 FEET NORTH OF A WITNESS
 GK0572'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 GK0572'GROUND.
 GK0572
 GK0572                          STATION RECOVERY (1973)
 GK0572
 GK0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0633 ***********************************************************************
 GK0633  DESIGNATION -  R 374
 GK0633  PID         -  GK0633
 GK0633  STATE/COUNTY-  TX/SHERMAN
 GK0633  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0633
 GK0633                         *CURRENT SURVEY CONTROL
 GK0633  ___________________________________________________________________
 GK0633* NAD 83(1986)-  36 05 45.     (N)    101 39 02.     (W)     SCALED    
 GK0633* NAVD 88     -      1030.439  (meters)    3380.70   (feet)  ADJUSTED  
 GK0633  ___________________________________________________________________
 GK0633  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 GK0633  DYNAMIC HT  -        1029.291 (meters)    3376.93  (feet)  COMP
 GK0633  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 GK0633
 GK0633  VERT ORDER  -  SECOND    CLASS 0
 GK0633
 GK0633.The horizontal coordinates were scaled from a topographic map and have
 GK0633.an estimated accuracy of +/- 6 seconds.
 GK0633
 GK0633.The orthometric height was determined by differential leveling
 GK0633.and adjusted by the National Geodetic Survey in June 1991..
 GK0633
 GK0633.The geoid height was determined by GEOID03.
 GK0633
 GK0633.The dynamic height is computed by dividing the NAVD 88
 GK0633.geopotential number by the normal gravity value computed on the
 GK0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0633.degrees latitude (g = 980.6199 gals.).
 GK0633
 GK0633.The modeled gravity was interpolated from observed gravity values.
 GK0633
 GK0633;                    North         East    Units  Estimated Accuracy
 GK0633;SPC TX N     - 1,232,520.      186,440.      MT  (+/- 180 meters Scaled)
 GK0633
 GK0633                          SUPERSEDED SURVEY CONTROL
 GK0633
 GK0633  NGVD 29 (??/??/92) 1029.959  (m)         3379.12   (f) ADJ UNCH    2 0
 GK0633
 GK0633.Superseded values are not recommended for survey control.
 GK0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0633.See file dsdata.txt to determine how the superseded data were derived.
 GK0633
 GK0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE613978(NAD 83)
 GK0633_MARKER: DB = BENCH MARK DISK
 GK0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0633_STAMPING: R 374 1943
 GK0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0633+STABILITY: SURFACE MOTION
 GK0633
 GK0633  HISTORY     - Date     Condition        Report By
 GK0633  HISTORY     - 1943     MONUMENTED       CGS
 GK0633  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0633
 GK0633                          STATION DESCRIPTION
 GK0633
 GK0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0633'13.8 MI NW FROM MORSE.
 GK0633'THIS MARK IS ABOUT 10.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0633'GULF RAILWAY AND ABOUT 3.8 MILES NORTH ALONG A GRADED ROAD FROM THE
 GK0633'RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY, SET AT THE T JUNCTION OF
 GK0633'A ROAD RUNNING EAST, 6.0 FEET SOUTH OF A CORNER FENCE POST, 2.0 FEET
 GK0633'WEST OF A FENCE RUNNING NORTHSOUTH, 26.0 FEET SOUTH OF THE CENTERLINE
 GK0633'OF THE ROAD RUNNING EAST, 31.0 FEET EAST OF THE CENTER LINE OF THE
 GK0633'ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST
 GK0633'OF A WHITE REFERENCE POST.
 GK0633
 GK0633                          STATION RECOVERY (1971)
 GK0633
 GK0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0448 ***********************************************************************
 FM0448  DESIGNATION -  R 376
 FM0448  PID         -  FM0448
 FM0448  STATE/COUNTY-  TX/HARTLEY
 FM0448  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0448
 FM0448                         *CURRENT SURVEY CONTROL
 FM0448  ___________________________________________________________________
 FM0448* NAD 83(1986)-  35 41 53.     (N)    102 40 33.     (W)     SCALED    
 FM0448* NAVD 88     -      1176.877  (meters)    3861.14   (feet)  ADJUSTED  
 FM0448  ___________________________________________________________________
 FM0448  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 FM0448  DYNAMIC HT  -        1175.501 (meters)    3856.62  (feet)  COMP
 FM0448  MODELED GRAV-     979,422.8   (mgal)                       NAVD 88
 FM0448
 FM0448  VERT ORDER  -  SECOND    CLASS 0
 FM0448
 FM0448.The horizontal coordinates were scaled from a topographic map and have
 FM0448.an estimated accuracy of +/- 6 seconds.
 FM0448
 FM0448.The orthometric height was determined by differential leveling
 FM0448.and adjusted by the National Geodetic Survey in June 1991..
 FM0448
 FM0448.The geoid height was determined by GEOID03.
 FM0448
 FM0448.The dynamic height is computed by dividing the NAVD 88
 FM0448.geopotential number by the normal gravity value computed on the
 FM0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0448.degrees latitude (g = 980.6199 gals.).
 FM0448
 FM0448.The modeled gravity was interpolated from observed gravity values.
 FM0448
 FM0448;                    North         East    Units  Estimated Accuracy
 FM0448;SPC TX N     - 1,189,010.       93,590.      MT  (+/- 180 meters Scaled)
 FM0448
 FM0448                          SUPERSEDED SURVEY CONTROL
 FM0448
 FM0448  NGVD 29 (??/??/92) 1176.360  (m)         3859.44   (f) ADJ UNCH    2 0
 FM0448
 FM0448.Superseded values are not recommended for survey control.
 FM0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0448.See file dsdata.txt to determine how the superseded data were derived.
 FM0448
 FM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV102529(NAD 83)
 FM0448_MARKER: DB = BENCH MARK DISK
 FM0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0448_STAMPING: R 376 1943
 FM0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0448+STABILITY: SURFACE MOTION
 FM0448
 FM0448  HISTORY     - Date     Condition        Report By
 FM0448  HISTORY     - 1943     MONUMENTED       CGS
 FM0448  HISTORY     - 1971     GOOD             USGS
 FM0448
 FM0448                          STATION DESCRIPTION
 FM0448
 FM0448'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0448'17.8 MI E FROM ROMERO.
 FM0448'TO REACH MARK FROM ROMERO, HARTLEY COUNTY, GO NE FOR 1.2 MI. ON US HWY
 FM0448'54 TO JUNCTION OF TEXAS FM 767.  THENCE SE ALONG FM 767 FOR 5.1 MI TO
 FM0448'JUNCTION OF FM 767 AND OLD ABANDONED GRADED ROAD.  TAKE OLD GRADED
 FM0448'ROAD AND CONTINUE FOR 9.8 MI.  MARK IS ON INSIDE OF CENTER LINE CURVE,
 FM0448'50 FEET SW OF CENTER LINE OF ROAD.  A STANDARD DISK, STAMPED R 376
 FM0448'1943 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1362 ***********************************************************************
 FL1362  DESIGNATION -  R 377 RESET 1952
 FL1362  PID         -  FL1362
 FL1362  STATE/COUNTY-  TX/MOORE
 FL1362  USGS QUAD   -  MASTERSON (1953)
 FL1362
 FL1362                         *CURRENT SURVEY CONTROL
 FL1362  ___________________________________________________________________
 FL1362* NAD 83(1986)-  35 41 23.     (N)    101 52 35.     (W)     SCALED    
 FL1362* NAVD 88     -      1062.13   (meters)    3484.7    (feet)  RESET     
 FL1362  ___________________________________________________________________
 FL1362  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1362
 FL1362  VERT ORDER  -  THIRD
 FL1362
 FL1362.The horizontal coordinates were scaled from a topographic map and have
 FL1362.an estimated accuracy of +/- 6 seconds.
 FL1362
 FL1362.The orthometric height was computed from unverified reset data.
 FL1362
 FL1362.The geoid height was determined by GEOID03.
 FL1362
 FL1362;                    North         East    Units  Estimated Accuracy
 FL1362;SPC TX N     - 1,187,520.      165,930.      MT  (+/- 180 meters Scaled)
 FL1362
 FL1362                          SUPERSEDED SURVEY CONTROL
 FL1362
 FL1362.No superseded survey control is available for this station.
 FL1362
 FL1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE397533(NAD 83)
 FL1362_MARKER: DB = BENCH MARK DISK
 FL1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1362_STAMPING: R 377 1943 RESET 1952
 FL1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1362+STABILITY: SURFACE MOTION
 FL1362
 FL1362  HISTORY     - Date     Condition        Report By
 FL1362  HISTORY     - 1952     MONUMENTED       CGS
 FL1362
 FL1362                          STATION DESCRIPTION
 FL1362
 FL1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1362'17.1 MI SE FROM DUMAS.
 FL1362'12.0 MILES SOUTH ALONG U.S. HIGHWAYS 287 AND 87 FROM THE COURTHOUSE AT
 FL1362'DUMAS, THENCE 5.1 MILES EAST ALONG AN OILED ROAD, 49 FEET SOUTH OF THE
 FL1362'CENTER LINE OF THE OILED ROAD, 3 FEET SOUTHWEST OF A FENCE CORNER, 2
 FL1362'FEET WEST OF A FENCE, 2 FEET SOUTH OF A FENCE, 3 FEET EAST OF A
 FL1362'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 FL1362'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0482 ***********************************************************************
 FL0482  DESIGNATION -  R 379
 FL0482  PID         -  FL0482
 FL0482  STATE/COUNTY-  TX/GRAY
 FL0482  USGS QUAD   -  LEFORS (1967)
 FL0482
 FL0482                         *CURRENT SURVEY CONTROL
 FL0482  ___________________________________________________________________
 FL0482* NAD 83(1986)-  35 27 49.     (N)    100 45 09.     (W)     SCALED    
 FL0482* NAVD 88     -       873.062  (meters)    2864.37   (feet)  ADJUSTED  
 FL0482  ___________________________________________________________________
 FL0482  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL0482  DYNAMIC HT  -         872.124 (meters)    2861.29  (feet)  COMP
 FL0482  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 FL0482
 FL0482  VERT ORDER  -  SECOND    CLASS 0
 FL0482
 FL0482.The horizontal coordinates were scaled from a topographic map and have
 FL0482.an estimated accuracy of +/- 6 seconds.
 FL0482
 FL0482.The orthometric height was determined by differential leveling
 FL0482.and adjusted by the National Geodetic Survey in June 1991..
 FL0482
 FL0482.The geoid height was determined by GEOID03.
 FL0482
 FL0482.The dynamic height is computed by dividing the NAVD 88
 FL0482.geopotential number by the normal gravity value computed on the
 FL0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0482.degrees latitude (g = 980.6199 gals.).
 FL0482
 FL0482.The modeled gravity was interpolated from observed gravity values.
 FL0482
 FL0482;                    North         East    Units  Estimated Accuracy
 FL0482;SPC TX N     - 1,162,630.      267,840.      MT  (+/- 180 meters Scaled)
 FL0482
 FL0482                          SUPERSEDED SURVEY CONTROL
 FL0482
 FL0482  NGVD 29 (??/??/92)  872.693  (m)         2863.16   (f) ADJ UNCH    2 0
 FL0482
 FL0482.Superseded values are not recommended for survey control.
 FL0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0482.See file dsdata.txt to determine how the superseded data were derived.
 FL0482
 FL0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE409258(NAD 83)
 FL0482_MARKER: DB = BENCH MARK DISK
 FL0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0482_SP_SET: FOUNDATION
 FL0482_STAMPING: R 379 1943
 FL0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0482
 FL0482  HISTORY     - Date     Condition        Report By
 FL0482  HISTORY     - 1943     MONUMENTED       CGS
 FL0482  HISTORY     - 1968     GOOD             USGS
 FL0482
 FL0482                          STATION DESCRIPTION
 FL0482
 FL0482'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FL0482'4.3 MI NE FROM LEFORS.
 FL0482'2.0 MILES EAST AND 2.3 MILES NORTH ALONG GRADED ROADS FROM THE POST
 FL0482'OFFICE AT LEFORS, GRAY COUNTY, 300 FEET WEST OF THE LEFORS CARBON
 FL0482'BLACK PLANT 115 FEET EAST OF THE CENTERLINE OF THE ROAD, AT THE
 FL0482'SOUTHWEST LEG OF OLD WATER TOWER, AND IN THE TOP OF THE NORTHWEST
 FL0482'CORNER OF THE CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED R 379
 FL0482'1943.  NOTE-- WATER TOWER NO LONGER USED, TANK ON TOP IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1449 ***********************************************************************
 FL1449  DESIGNATION -  R 380
 FL1449  PID         -  FL1449
 FL1449  STATE/COUNTY-  TX/MOORE
 FL1449  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1449
 FL1449                         *CURRENT SURVEY CONTROL
 FL1449  ___________________________________________________________________
 FL1449* NAD 83(1986)-  35 57 56.     (N)    101 39 03.     (W)     SCALED    
 FL1449* NAVD 88     -      1016.221  (meters)    3334.05   (feet)  ADJUSTED  
 FL1449  ___________________________________________________________________
 FL1449  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL1449  DYNAMIC HT  -        1015.078 (meters)    3330.30  (feet)  COMP
 FL1449  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 FL1449
 FL1449  VERT ORDER  -  SECOND    CLASS 0
 FL1449
 FL1449.The horizontal coordinates were scaled from a topographic map and have
 FL1449.an estimated accuracy of +/- 6 seconds.
 FL1449
 FL1449.The orthometric height was determined by differential leveling
 FL1449.and adjusted by the National Geodetic Survey in June 1991..
 FL1449
 FL1449.The geoid height was determined by GEOID03.
 FL1449
 FL1449.The dynamic height is computed by dividing the NAVD 88
 FL1449.geopotential number by the normal gravity value computed on the
 FL1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1449.degrees latitude (g = 980.6199 gals.).
 FL1449
 FL1449.The modeled gravity was interpolated from observed gravity values.
 FL1449
 FL1449;                    North         East    Units  Estimated Accuracy
 FL1449;SPC TX N     - 1,218,070.      186,400.      MT  (+/- 180 meters Scaled)
 FL1449
 FL1449                          SUPERSEDED SURVEY CONTROL
 FL1449
 FL1449  NGVD 29 (??/??/92) 1015.722  (m)         3332.41   (f) ADJ UNCH    2 0
 FL1449
 FL1449.Superseded values are not recommended for survey control.
 FL1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1449.See file dsdata.txt to determine how the superseded data were derived.
 FL1449
 FL1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE609833(NAD 83)
 FL1449_MARKER: DB = BENCH MARK DISK
 FL1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1449_STAMPING: R 380 1943
 FL1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1449+STABILITY: SURFACE MOTION
 FL1449
 FL1449  HISTORY     - Date     Condition        Report By
 FL1449  HISTORY     - 1943     MONUMENTED       CGS
 FL1449  HISTORY     - 1952     GOOD             NGS
 FL1449
 FL1449                          STATION DESCRIPTION
 FL1449
 FL1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1449'14.3 MI SE FROM SUNRAY.
 FL1449'1.1 MILES SOUTHWEST ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND
 FL1449'AND PACIFIC RAILROAD STATION AT SUNRAY, THENCE 10.1 MILES EAST ALONG
 FL1449'FARM ROAD 281, THENCE 3.1 MILES SOUTH ALONG FARM ROAD 1060, 0.35 MILE
 FL1449'NORTHWEST OF A BRIDGE, 77 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FL1449'FARM ROAD, 29 FEET EAST OF THE CENTER LINE OF AN OLD NORTH AND SOUTH
 FL1449'ROAD, 83 FEET NORTHWEST OF THE SOUTHWEST END OF A SMALL CONCRETE
 FL1449'CULVERT, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL1449'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0334 ***********************************************************************
 CA0334  DESIGNATION -  R 381
 CA0334  PID         -  CA0334
 CA0334  STATE/COUNTY-  TX/BROWN
 CA0334  USGS QUAD   -  OWENS (1978)
 CA0334
 CA0334                         *CURRENT SURVEY CONTROL
 CA0334  ___________________________________________________________________
 CA0334* NAD 83(1986)-  31 48 05.     (N)    098 59 31.     (W)     SCALED    
 CA0334* NAVD 88     -       415.988  (meters)    1364.79   (feet)  ADJUSTED  
 CA0334  ___________________________________________________________________
 CA0334  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CA0334  DYNAMIC HT  -         415.446 (meters)    1363.01  (feet)  COMP
 CA0334  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 CA0334
 CA0334  VERT ORDER  -  SECOND    CLASS 0
 CA0334
 CA0334.The horizontal coordinates were scaled from a topographic map and have
 CA0334.an estimated accuracy of +/- 6 seconds.
 CA0334
 CA0334.The orthometric height was determined by differential leveling
 CA0334.and adjusted by the National Geodetic Survey in June 1991..
 CA0334
 CA0334.The geoid height was determined by GEOID03.
 CA0334
 CA0334.The dynamic height is computed by dividing the NAVD 88
 CA0334.geopotential number by the normal gravity value computed on the
 CA0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0334.degrees latitude (g = 980.6199 gals.).
 CA0334
 CA0334.The modeled gravity was interpolated from observed gravity values.
 CA0334
 CA0334;                    North         East    Units  Estimated Accuracy
 CA0334;SPC TX C     - 3,237,420.      827,020.      MT  (+/- 180 meters Scaled)
 CA0334
 CA0334                          SUPERSEDED SURVEY CONTROL
 CA0334
 CA0334  NGVD 29 (??/??/92)  415.900  (m)         1364.50   (f) ADJ UNCH    2 0
 CA0334
 CA0334.Superseded values are not recommended for survey control.
 CA0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0334.See file dsdata.txt to determine how the superseded data were derived.
 CA0334
 CA0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA007184(NAD 83)
 CA0334_MARKER: DB = BENCH MARK DISK
 CA0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0334_STAMPING: R 381 1943
 CA0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0334+STABILITY: SURFACE MOTION
 CA0334
 CA0334  HISTORY     - Date     Condition        Report By
 CA0334  HISTORY     - 1943     MONUMENTED       CGS
 CA0334  HISTORY     - 1966     MARK NOT FOUND   USGS
 CA0334
 CA0334                          STATION DESCRIPTION
 CA0334
 CA0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0334'5.5 MI N FROM BROWNWOOD.
 CA0334'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF 279
 CA0334'WITH U. S. HIGHWAYS 67 AND 84, THENCE 4.9 MILES NORTH ALONG A
 CA0334'BITUMINOUS SURFACED ROAD, AT A JUNCTION OF THE BITUMINOUS SURFACED
 CA0334'ROAD AND A PRIVATE DIRT ROAD LEADING SOUTHWEST TO A FARMHOUSE, 30 FEET
 CA0334'WEST OF THE CENTER LINE OF THE BITUMINOUS SURFACED ROAD, 30 FEET SOUTH
 CA0334'OF THE CENTER LINE OF THE PRIVATE ROAD, 2 FEET EAST OF THE RIGHT OF
 CA0334'WAY FENCE, AND 2 FEET SOUTH OF A WHITE REFERENCE POST.  A DISK, SET IN
 CA0334'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.
 CA0334
 CA0334                          STATION RECOVERY (1966)
 CA0334
 CA0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CA0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0504 ***********************************************************************
 CA0504  DESIGNATION -  R 383
 CA0504  PID         -  CA0504
 CA0504  STATE/COUNTY-  TX/BROWN
 CA0504  USGS QUAD   -  BYRDS (1987)
 CA0504
 CA0504                         *CURRENT SURVEY CONTROL
 CA0504  ___________________________________________________________________
 CA0504* NAD 83(1986)-  31 55 10.     (N)    099 00 31.     (W)     SCALED    
 CA0504* NAVD 88     -       453.038  (meters)    1486.34   (feet)  ADJUSTED  
 CA0504  ___________________________________________________________________
 CA0504  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CA0504  DYNAMIC HT  -         452.448 (meters)    1484.41  (feet)  COMP
 CA0504  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 CA0504
 CA0504  VERT ORDER  -  SECOND    CLASS 0
 CA0504
 CA0504.The horizontal coordinates were scaled from a topographic map and have
 CA0504.an estimated accuracy of +/- 6 seconds.
 CA0504
 CA0504.The orthometric height was determined by differential leveling
 CA0504.and adjusted by the National Geodetic Survey in June 1991..
 CA0504
 CA0504.The geoid height was determined by GEOID03.
 CA0504
 CA0504.The dynamic height is computed by dividing the NAVD 88
 CA0504.geopotential number by the normal gravity value computed on the
 CA0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0504.degrees latitude (g = 980.6199 gals.).
 CA0504
 CA0504.The modeled gravity was interpolated from observed gravity values.
 CA0504
 CA0504;                    North         East    Units  Estimated Accuracy
 CA0504;SPC TX C     - 3,250,490.      825,290.      MT  (+/- 180 meters Scaled)
 CA0504
 CA0504                          SUPERSEDED SURVEY CONTROL
 CA0504
 CA0504  NGVD 29 (??/??/92)  452.933  (m)         1486.00   (f) ADJ UNCH    2 0
 CA0504
 CA0504.Superseded values are not recommended for survey control.
 CA0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0504.See file dsdata.txt to determine how the superseded data were derived.
 CA0504
 CA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA991315(NAD 83)
 CA0504_MARKER: DB = BENCH MARK DISK
 CA0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0504_SP_SET: BRIDGE
 CA0504_STAMPING: R 383 1943
 CA0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0504
 CA0504  HISTORY     - Date     Condition        Report By
 CA0504  HISTORY     - 1943     MONUMENTED       CGS
 CA0504  HISTORY     - 1969     GOOD             USGS
 CA0504
 CA0504                          STATION DESCRIPTION
 CA0504
 CA0504'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CA0504'3.0 MI NE FROM BYRD.
 CA0504'BYRD STORE AND CEMETERY, 0.7 MI. NO. TO A T-RD. EAST, THEN EAST ON
 CA0504'STATE FARM ROAD 2273 FOR 2.3 MI. TO A NEW BRIDGE, THEN 300 FT. EAST
 CA0504'(AFOOT) TO THE OLD BRIDGE, IN THE TOP OF THE SE WINGWALL, 12 1/2 FT.
 CA0504'EAST OF THE OLD ROAD CENTER-LINE, STD. DISK STAMPED R 383 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2236 ***********************************************************************
 CS2236  DESIGNATION -  R 384
 CS2236  PID         -  CS2236
 CS2236  STATE/COUNTY-  TX/SOMERVELL
 CS2236  USGS QUAD   -  NEMO (1979)
 CS2236
 CS2236                         *CURRENT SURVEY CONTROL
 CS2236  ___________________________________________________________________
 CS2236* NAD 83(1986)-  32 15 30.     (N)    097 42 08.     (W)     SCALED    
 CS2236* NAVD 88     -       183.391  (meters)     601.68   (feet)  ADJUSTED  
 CS2236  ___________________________________________________________________
 CS2236  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS2236  DYNAMIC HT  -         183.168 (meters)     600.94  (feet)  COMP
 CS2236  MODELED GRAV-     979,417.3   (mgal)                       NAVD 88
 CS2236
 CS2236  VERT ORDER  -  SECOND    CLASS 0
 CS2236
 CS2236.The horizontal coordinates were scaled from a topographic map and have
 CS2236.an estimated accuracy of +/- 6 seconds.
 CS2236
 CS2236.The orthometric height was determined by differential leveling
 CS2236.and adjusted by the National Geodetic Survey in June 1991..
 CS2236
 CS2236.The geoid height was determined by GEOID03.
 CS2236
 CS2236.The dynamic height is computed by dividing the NAVD 88
 CS2236.geopotential number by the normal gravity value computed on the
 CS2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2236.degrees latitude (g = 980.6199 gals.).
 CS2236
 CS2236.The modeled gravity was interpolated from observed gravity values.
 CS2236
 CS2236;                    North         East    Units  Estimated Accuracy
 CS2236;SPC TXNC     - 2,065,900.      675,170.      MT  (+/- 180 meters Scaled)
 CS2236
 CS2236                          SUPERSEDED SURVEY CONTROL
 CS2236
 CS2236  NGVD 29 (??/??/92)  183.363  (m)          601.58   (f) ADJ UNCH    2 0
 CS2236
 CS2236.Superseded values are not recommended for survey control.
 CS2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2236.See file dsdata.txt to determine how the superseded data were derived.
 CS2236
 CS2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA222698(NAD 83)
 CS2236_MARKER: DB = BENCH MARK DISK
 CS2236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2236_SP_SET: BRIDGE SEAT
 CS2236_STAMPING: R 384 1943
 CS2236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2236
 CS2236  HISTORY     - Date     Condition        Report By
 CS2236  HISTORY     - 1943     MONUMENTED       CGS
 CS2236  HISTORY     - 1961     MARK NOT FOUND   NGS
 CS2236  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2236  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2236
 CS2236                          STATION DESCRIPTION
 CS2236
 CS2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CS2236'4.0 MI NE FROM GLEN ROSE.
 CS2236'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE COUNTY COURTHOUSE
 CS2236'AT GLEN ROSE, AT THE STEEL BRIDGE OVER THE BRAZOS RIVER.  A DISK, SET
 CS2236'IN THE TOP OF THE EAST CORNER OF THE SOUTHEAST CONCRETE BRIDGE SEAT,
 CS2236'AND 10 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE-- BRIDGE
 CS2236'HAS BEEN TORN DOWN AND BENCH MARK HAS EITHER BEEN DESTROYED OR IS ON
 CS2236'AN PILLAR WHICH CANNOT BE REACHED.
 CS2236
 CS2236                          STATION RECOVERY (1999)
 CS2236
 CS2236'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2236'MARK NOT FOUND.
 CS2236
 CS2236                          STATION RECOVERY (2004)
 CS2236
 CS2236'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS2236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0313 ***********************************************************************
 AY0313  DESIGNATION -  R 385
 AY0313  PID         -  AY0313
 AY0313  STATE/COUNTY-  TX/BEXAR
 AY0313  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0313
 AY0313                         *CURRENT SURVEY CONTROL
 AY0313  ___________________________________________________________________
 AY0313* NAD 83(1986)-  29 26 07.     (N)    098 26 28.     (W)     SCALED    
 AY0313* NAVD 88     -       201.184  (meters)     660.05   (feet)  ADJUSTED  
 AY0313  ___________________________________________________________________
 AY0313  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AY0313  DYNAMIC HT  -         200.891 (meters)     659.09  (feet)  COMP
 AY0313  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AY0313
 AY0313  VERT ORDER  -  FIRST     CLASS II
 AY0313
 AY0313.The horizontal coordinates were scaled from a topographic map and have
 AY0313.an estimated accuracy of +/- 6 seconds.
 AY0313
 AY0313.The orthometric height was determined by differential leveling
 AY0313.and adjusted by the National Geodetic Survey in June 1991..
 AY0313
 AY0313.The geoid height was determined by GEOID03.
 AY0313
 AY0313.The dynamic height is computed by dividing the NAVD 88
 AY0313.geopotential number by the normal gravity value computed on the
 AY0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0313.degrees latitude (g = 980.6199 gals.).
 AY0313
 AY0313.The modeled gravity was interpolated from observed gravity values.
 AY0313
 AY0313;                    North         East    Units  Estimated Accuracy
 AY0313;SPC TXSC     - 4,177,670.      654,220.      MT  (+/- 180 meters Scaled)
 AY0313
 AY0313                          SUPERSEDED SURVEY CONTROL
 AY0313
 AY0313  NGVD 29 (??/??/92)  201.066  (m)          659.66   (f) ADJ UNCH    1 2
 AY0313
 AY0313.Superseded values are not recommended for survey control.
 AY0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0313.See file dsdata.txt to determine how the superseded data were derived.
 AY0313
 AY0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT542563(NAD 83)
 AY0313_MARKER: DB = BENCH MARK DISK
 AY0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0313_SP_SET: ABUTMENT
 AY0313_STAMPING: R 385 1946
 AY0313_MARK LOGO: CGS   
 AY0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0313
 AY0313  HISTORY     - Date     Condition        Report By
 AY0313  HISTORY     - 1946     MONUMENTED       CGS
 AY0313  HISTORY     - 1970     POOR             LOCENG
 AY0313  HISTORY     - 1980     POOR             NGS
 AY0313  HISTORY     - 19861217 MARK NOT FOUND   USGS
 AY0313  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY0313  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY0313
 AY0313                          STATION DESCRIPTION
 AY0313
 AY0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0313'IN SAN ANTONIO.
 AY0313'AT SAN ANTONIO, 0.35 MILE SOUTH OF THE CROSSING OF THE MISSOURI,
 AY0313'KANSAS AND TEXAS RAILWAY AND OLD SEGUIN ROAD, AT THE TEXAS AND NEW
 AY0313'ORLEANS RAILROAD BRIDGE OVER THE MISSOURI, KANSAS AND TEXAS RAILROAD,
 AY0313'SET VERTICALLY IN THE WEST FACE OF THE EAST ABUTMENT, DIRECTLY
 AY0313'UNDERNEATH THE TEXAS AND NEW ORLEANS RAILROAD TRACKS, 3.0 FEET ABOVE
 AY0313'THE GROUND.
 AY0313
 AY0313                          STATION RECOVERY (1970)
 AY0313
 AY0313'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AY0313'MARK RECOVERED IN POOR CONDITION.
 AY0313
 AY0313                          STATION RECOVERY (1980)
 AY0313
 AY0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0313'MARK RECOVERED IN POOR CONDITION.
 AY0313
 AY0313                          STATION RECOVERY (1986)
 AY0313
 AY0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0313'MARK NOT FOUND.
 AY0313
 AY0313                          STATION RECOVERY (1987)
 AY0313
 AY0313'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0313'MARK NOT FOUND.
 AY0313
 AY0313                          STATION RECOVERY (1995)
 AY0313
 AY0313'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0520 ***********************************************************************
 CS0520  DESIGNATION -  R 386
 CS0520  PID         -  CS0520
 CS0520  STATE/COUNTY-  TX/NAVARRO
 CS0520  USGS QUAD   -  BAZETTE (1976)
 CS0520
 CS0520                         *CURRENT SURVEY CONTROL
 CS0520  ___________________________________________________________________
 CS0520* NAD 83(1986)-  32 13 20.     (N)    096 22 24.     (W)     SCALED    
 CS0520* NAVD 88     -       117.121  (meters)     384.25   (feet)  ADJUSTED  
 CS0520  ___________________________________________________________________
 CS0520  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0520  DYNAMIC HT  -         116.986 (meters)     383.81  (feet)  COMP
 CS0520  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CS0520
 CS0520  VERT ORDER  -  SECOND    CLASS 0
 CS0520
 CS0520.The horizontal coordinates were scaled from a topographic map and have
 CS0520.an estimated accuracy of +/- 6 seconds.
 CS0520
 CS0520.The orthometric height was determined by differential leveling
 CS0520.and adjusted by the National Geodetic Survey in June 1991..
 CS0520
 CS0520.The geoid height was determined by GEOID03.
 CS0520
 CS0520.The dynamic height is computed by dividing the NAVD 88
 CS0520.geopotential number by the normal gravity value computed on the
 CS0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0520.degrees latitude (g = 980.6199 gals.).
 CS0520
 CS0520.The modeled gravity was interpolated from observed gravity values.
 CS0520
 CS0520;                    North         East    Units  Estimated Accuracy
 CS0520;SPC TXNC     - 2,063,640.      800,450.      MT  (+/- 180 meters Scaled)
 CS0520
 CS0520                          SUPERSEDED SURVEY CONTROL
 CS0520
 CS0520  NGVD 29 (??/??/92)  117.123  (m)          384.26   (f) ADJ UNCH    2 0
 CS0520
 CS0520.Superseded values are not recommended for survey control.
 CS0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0520.See file dsdata.txt to determine how the superseded data were derived.
 CS0520
 CS0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA475680(NAD 83)
 CS0520_MARKER: DB = BENCH MARK DISK
 CS0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0520_STAMPING: R 386 1946
 CS0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0520+STABILITY: SURFACE MOTION
 CS0520
 CS0520  HISTORY     - Date     Condition        Report By
 CS0520  HISTORY     - 1946     MONUMENTED       CGS
 CS0520  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0520
 CS0520                          STATION DESCRIPTION
 CS0520
 CS0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0520'2.9 MI SE FROM CHATFIELD.
 CS0520'1.7 MILES EAST ALONG A COUNTY DIRT ROAD FROM THE CHATFIELD METHODIST
 CS0520'CHURCH AT CHATFIELD, THENCE 1.2 MILES SOUTHEAST ALONG A COUNTY DIRT
 CS0520'ROAD TO THE SITE OF THE MARK, 0.3 MILE NORTHWEST OF A LARGE FRAME FARM
 CS0520'HOUSE, ABOUT MIDWAY BETWEEN THE JUNCTIONS WITH TWO DIRT ROADS, ONE
 CS0520'LEADING SOUTHWEST AND THE OTHER LEADING NORTHEAST, 26 FEET NORTHEAST
 CS0520'OF THE CENTER LINE OF THE MAIN ROAD, 19 FEET SOUTHEAST OF A POWER
 CS0520'POLE, 2 FEET NORTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE
 CS0520'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0520
 CS0520                          STATION RECOVERY (1961)
 CS0520
 CS0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0425 ***********************************************************************
 CS0425  DESIGNATION -  R 387 RESET 1953
 CS0425  PID         -  CS0425
 CS0425  STATE/COUNTY-  TX/HENDERSON
 CS0425  USGS QUAD   -  STYX (1962)
 CS0425
 CS0425                         *CURRENT SURVEY CONTROL
 CS0425  ___________________________________________________________________
 CS0425* NAD 83(1986)-  32 19 22.     (N)    096 17 45.     (W)     SCALED    
 CS0425* NAVD 88     -       109.81   (meters)     360.3    (feet)  RESET     
 CS0425  ___________________________________________________________________
 CS0425  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0425
 CS0425  VERT ORDER  -  THIRD
 CS0425
 CS0425.The horizontal coordinates were scaled from a topographic map and have
 CS0425.an estimated accuracy of +/- 6 seconds.
 CS0425
 CS0425.The orthometric height was computed from unverified reset data.
 CS0425
 CS0425.The geoid height was determined by GEOID03.
 CS0425
 CS0425;                    North         East    Units  Estimated Accuracy
 CS0425;SPC TXNC     - 2,074,940.      807,520.      MT  (+/- 180 meters Scaled)
 CS0425
 CS0425                          SUPERSEDED SURVEY CONTROL
 CS0425
 CS0425.No superseded survey control is available for this station.
 CS0425
 CS0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA545794(NAD 83)
 CS0425_MARKER: DB = BENCH MARK DISK
 CS0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0425_STAMPING: R 387 RESET 1953
 CS0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0425+STABILITY: SURFACE MOTION
 CS0425
 CS0425  HISTORY     - Date     Condition        Report By
 CS0425  HISTORY     - 1953     MONUMENTED       CGS
 CS0425
 CS0425                          STATION DESCRIPTION
 CS0425
 CS0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CS0425'4.5 MI SE FROM STYX.
 CS0425'BENCH MARK IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF STYX, ALONG THE
 CS0425'FARM-MARK ROAD, A BLACK-TOP HIGHWAY LEADING FROM STYX TO ALEY, 1 FOOT
 CS0425'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1 FOOT EAST OF AN OLD FENCE
 CS0425'LEADING SOUTH, AT THE EAST SIDE OF AN OLD FIELD AND ABOUT 300 FEET
 CS0425'EAST OF A HOUSE.  IT IS AT THE WEST SIDE OF A CREEK AND BRUSHY AREA,
 CS0425'AND PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0491 ***********************************************************************
 BZ0491  DESIGNATION -  R 388
 BZ0491  PID         -  BZ0491
 BZ0491  STATE/COUNTY-  TX/MADISON
 BZ0491  USGS QUAD   -  NORMANGEE (1982)
 BZ0491
 BZ0491                         *CURRENT SURVEY CONTROL
 BZ0491  ___________________________________________________________________
 BZ0491* NAD 83(1986)-  31 04 06.     (N)    096 02 53.     (W)     SCALED    
 BZ0491* NAVD 88     -       101.73   (+/-2cm)     333.8    (feet)  VERTCON   
 BZ0491  ___________________________________________________________________
 BZ0491  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BZ0491
 BZ0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0491
 BZ0491.The horizontal coordinates were scaled from a topographic map and have
 BZ0491.an estimated accuracy of +/- 6 seconds.
 BZ0491
 BZ0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0491.The vertical order pertains to the NGVD 29 superseded value.
 BZ0491
 BZ0491.The geoid height was determined by GEOID03.
 BZ0491
 BZ0491;                    North         East    Units  Estimated Accuracy
 BZ0491;SPC TX C     - 3,163,260.    1,108,820.      MT  (+/- 180 meters Scaled)
 BZ0491
 BZ0491                          SUPERSEDED SURVEY CONTROL
 BZ0491
 BZ0491  NGVD 29 (??/??/92)  101.712  (m)          333.70   (f) ADJ UNCH    2 0
 BZ0491
 BZ0491.Superseded values are not recommended for survey control.
 BZ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0491.See file dsdata.txt to determine how the superseded data were derived.
 BZ0491
 BZ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV816409(NAD 83)
 BZ0491_MARKER: DB = BENCH MARK DISK
 BZ0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0491_STAMPING: R 388 1947
 BZ0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0491+STABILITY: SURFACE MOTION
 BZ0491
 BZ0491  HISTORY     - Date     Condition        Report By
 BZ0491  HISTORY     - 1947     MONUMENTED       CGS
 BZ0491
 BZ0491                          STATION DESCRIPTION
 BZ0491
 BZ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0491'5.0 MI NE FROM NORMANGEE.
 BZ0491'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BZ0491'GO EAST 0.3 MILE ALONG A GRAVLED ROAD, THENCE NORTHEAST 4.7 MILES
 BZ0491'ALONG STATE OSR HIGHWAY TO SITE OF MARK, BENCH MARK IS 51.0 FEET
 BZ0491'SOUTHEAST OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BZ0491'HIGHWAY, 14.6 FEET NORTHEAST OF THE NORTHEAST END OF A BOARD GATE, 2.0
 BZ0491'FEET NORTHWEST OF A FENCE AND 1.5 FEET SOUTHWEST OF A 4 X 4 IN. MARKER
 BZ0491'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BZ0491'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1907 ***********************************************************************
 BY1907  DESIGNATION -  R 389 RESET 1961
 BY1907  PID         -  BY1907
 BY1907  STATE/COUNTY-  TX/LEON
 BY1907  USGS QUAD   -  ELWOOD (1972)
 BY1907
 BY1907                         *CURRENT SURVEY CONTROL
 BY1907  ___________________________________________________________________
 BY1907* NAD 83(1986)-  31 07 30.     (N)    095 50 30.     (W)     SCALED    
 BY1907* NAVD 88     -        79.53   (+/-2cm)     260.9    (feet)  VERTCON   
 BY1907  ___________________________________________________________________
 BY1907  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY1907
 BY1907  VERT ORDER  -  THIRD (See Below)
 BY1907
 BY1907.The horizontal coordinates were scaled from a topographic map and have
 BY1907.an estimated accuracy of +/- 6 seconds.
 BY1907
 BY1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1907.The vertical order pertains to the NGVD 29 superseded value.
 BY1907
 BY1907.The geoid height was determined by GEOID03.
 BY1907
 BY1907;                    North         East    Units  Estimated Accuracy
 BY1907;SPC TX C     - 3,170,310.    1,128,250.      MT  (+/- 180 meters Scaled)
 BY1907
 BY1907                          SUPERSEDED SURVEY CONTROL
 BY1907
 BY1907  NGVD 29 (??/??/??)   79.52   (m)          260.9    (f) RESET       3  
 BY1907
 BY1907.Superseded values are not recommended for survey control.
 BY1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1907.See file dsdata.txt to determine how the superseded data were derived.
 BY1907
 BY1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ290469(NAD 83)
 BY1907_MARKER: DB = BENCH MARK DISK
 BY1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1907_STAMPING: R 389 RESET 1961
 BY1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1907+STABILITY: SURFACE MOTION
 BY1907
 BY1907  HISTORY     - Date     Condition        Report By
 BY1907  HISTORY     - 1961     MONUMENTED       CGS
 BY1907
 BY1907                          STATION DESCRIPTION
 BY1907
 BY1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BY1907'15 MI ESE FROM LEONA.
 BY1907'REACH FROM THE POST OFFICE IN LEONA, GO SOUTH ON U.S. HIGHWAY 75, FOR
 BY1907'5.6 MILES TO JUNCTION OF TEXAS HIGHWAY OSR, TURN LEFT, GO EASTERLY ON
 BY1907'HIGHWAY OSR FOR 7.8 MILES TO FARM ROAD 2036.  TURN LEFT, ON 2036 FOR
 BY1907'3.1 MILES TO THE LEON-MADISON COUNTY LINE.  CONTINUE ON FARM ROAD 2036
 BY1907'FOR 2.2 MILES TO A CHURCH ON RIGHT SIDE OF ROAD AND A SIDE ROAD ON THE
 BY1907'LEFT.  KEEP STRAIGHT AHEAD ON BLACK TOP ROAD FOR 0.85 MILE TO BENCH
 BY1907'MARK ON THE RIGHT.  54 FEET EAST OF THE CENTER OF FARM ROAD 2036, 45
 BY1907'FEET NORTH OF A CORRAL, 32 FEET NORTH OF A 20-INCH OAK TREE, AND 22
 BY1907'FEET EAST OF A TELEPHONE LINE.  A STANDARD DISK STAMPED R 389 RESET
 BY1907'1961 IN A CONCRETE POST 10 X 10 IN. WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1908 ***********************************************************************
 BY1908  DESIGNATION -  R 389 RESET 2 1961
 BY1908  PID         -  BY1908
 BY1908  STATE/COUNTY-  TX/LEON
 BY1908  USGS QUAD   -  ELWOOD (1972)
 BY1908
 BY1908                         *CURRENT SURVEY CONTROL
 BY1908  ___________________________________________________________________
 BY1908* NAD 83(1986)-  31 07 30.     (N)    095 50 30.     (W)     SCALED    
 BY1908* NAVD 88     -        79.11   (+/-2cm)     259.5    (feet)  VERTCON   
 BY1908  ___________________________________________________________________
 BY1908  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY1908
 BY1908  VERT ORDER  -  THIRD (See Below)
 BY1908
 BY1908.The horizontal coordinates were scaled from a topographic map and have
 BY1908.an estimated accuracy of +/- 6 seconds.
 BY1908
 BY1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1908.The vertical order pertains to the NGVD 29 superseded value.
 BY1908
 BY1908.The geoid height was determined by GEOID03.
 BY1908
 BY1908;                    North         East    Units  Estimated Accuracy
 BY1908;SPC TX C     - 3,170,310.    1,128,250.      MT  (+/- 180 meters Scaled)
 BY1908
 BY1908                          SUPERSEDED SURVEY CONTROL
 BY1908
 BY1908  NGVD 29 (01/29/03)   79.10   (m)          259.5    (f) RESET       3  
 BY1908
 BY1908.Superseded values are not recommended for survey control.
 BY1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1908.See file dsdata.txt to determine how the superseded data were derived.
 BY1908
 BY1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ290469(NAD 83)
 BY1908_MARKER: DB = BENCH MARK DISK
 BY1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1908_STAMPING: R 389 RESET 1961
 BY1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1908+STABILITY: SURFACE MOTION
 BY1908
 BY1908  HISTORY     - Date     Condition        Report By
 BY1908  HISTORY     - 1961     MONUMENTED       CGS
 BY1908
 BY1908                          STATION DESCRIPTION
 BY1908
 BY1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BY1908'15 MI ESE FROM LEONA.
 BY1908'TO REACH FROM THE POST OFFICE IN LEONA, GO SOUTH ON U.S. HIGHWAY 75
 BY1908'FOR 5.6 MILES TO THE JUNCTION OF TEXAS HIGHWAY OSR.  TURN LEFT, GO
 BY1908'EASTERLY ON HIGHWAY OSR FOR 7.8 MILES TO FARM ROAD 2036, TURN LEFT, ON
 BY1908'2036 AND GO 3.1 MILES TO THE LEON-MADISON COUNTY LINE.  CONTINUE ON
 BY1908'FARM ROAD 2036 FOR 2.2 MILES TO A CHURCH ON RIGHT AND A SIDE ROAD ON
 BY1908'THE LEFT.  KEEP STRAIGHT AHEAD, BLACK TOP ROAD, GO 0.85 MILE TO BENCH
 BY1908'MARK ON THE RIGHT.  53 FEET NORTHEAST OF THE CENTER LINE OF FARM ROAD
 BY1908'2036, 4 FEET SOUTHEAST OF A TELEPHONE POLE, AND 2 FEET WEST OF A METAL
 BY1908'WITNESS POST.  A STANDARD DISK STAMPED R 389 RESET 1961, IS SET IN A
 BY1908'12 X 12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1203 ***********************************************************************
 AN1203  DESIGNATION -  R 39
 AN1203  PID         -  AN1203
 AN1203  STATE/COUNTY-  TX/SAN PATRICIO
 AN1203  USGS QUAD   -  SINTON EAST (1979)
 AN1203
 AN1203                         *CURRENT SURVEY CONTROL
 AN1203  ___________________________________________________________________
 AN1203* NAD 83(1986)-  28 04 25.     (N)    097 29 05.     (W)     SCALED    
 AN1203* NAVD 88     -        17.533  (meters)      57.52   (feet)  ADJUSTED  
 AN1203  ___________________________________________________________________
 AN1203  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1203  DYNAMIC HT  -          17.506 (meters)      57.43  (feet)  COMP
 AN1203  MODELED GRAV-     979,136.5   (mgal)                       NAVD 88
 AN1203
 AN1203  VERT ORDER  -  FIRST     CLASS I
 AN1203
 AN1203.The horizontal coordinates were scaled from a topographic map and have
 AN1203.an estimated accuracy of +/- 6 seconds.
 AN1203
 AN1203.The orthometric height was determined by differential leveling
 AN1203.and adjusted by the National Geodetic Survey in June 1991..
 AN1203.WARNING-Repeat measurements at this control monument indicate possible
 AN1203.vertical movement.
 AN1203
 AN1203.The geoid height was determined by GEOID03.
 AN1203
 AN1203.The dynamic height is computed by dividing the NAVD 88
 AN1203.geopotential number by the normal gravity value computed on the
 AN1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1203.degrees latitude (g = 980.6199 gals.).
 AN1203
 AN1203.The modeled gravity was interpolated from observed gravity values.
 AN1203
 AN1203;                    North         East    Units  Estimated Accuracy
 AN1203;SPC TX S     - 5,267,090.      399,800.      MT  (+/- 180 meters Scaled)
 AN1203
 AN1203                          SUPERSEDED SURVEY CONTROL
 AN1203
 AN1203  NGVD 29 (??/??/92)   17.679  (m)           58.00   (f) ADJ UNCH    1 1
 AN1203
 AN1203.Superseded values are not recommended for survey control.
 AN1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1203.See file dsdata.txt to determine how the superseded data were derived.
 AN1203
 AN1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS488062(NAD 83)
 AN1203_MARKER: DB = BENCH MARK DISK
 AN1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1203_STAMPING: R 39 1918 ELEV. 58.104 FT.
 AN1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1203+STABILITY: SURFACE MOTION
 AN1203
 AN1203  HISTORY     - Date     Condition        Report By
 AN1203  HISTORY     - 1918     MONUMENTED       CGS
 AN1203  HISTORY     - 1942     GOOD             NGS
 AN1203  HISTORY     - 1978     GOOD             NGS
 AN1203  HISTORY     - 1990     GOOD             USPSQD
 AN1203  HISTORY     - 19950610 POOR             USPSQD
 AN1203
 AN1203                          STATION DESCRIPTION
 AN1203
 AN1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1203'2.9 MI NE FROM SINTON.
 AN1203'TO REACH FROM THE RAILROAD STATION AT SINTON, PROCEED 2.9 MILES
 AN1203'NORTHEAST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN1203'POST NO. 165 AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 52.0 FEET
 AN1203'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY NO.77.  IT IS 40.0 FEET
 AN1203'NORTHWEST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF TRACK, 14.0
 AN1203'FEET SOUTHWEST OF MILE POST.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4
 AN1203'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.8 FOOT.  A DISK SET IN
 AN1203'CONCRETE POST.
 AN1203
 AN1203                          STATION RECOVERY (1978)
 AN1203
 AN1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1203'RECOVERED IN GOOD CONDITION.
 AN1203
 AN1203                          STATION RECOVERY (1990)
 AN1203
 AN1203'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1203'RECOVERED IN GOOD CONDITION.
 AN1203
 AN1203                          STATION RECOVERY (1995)
 AN1203
 AN1203'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1203'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0446 ***********************************************************************
 CS0446  DESIGNATION -  R 390
 CS0446  PID         -  CS0446
 CS0446  STATE/COUNTY-  TX/HENDERSON
 CS0446  USGS QUAD   -  KERENS (1981)
 CS0446
 CS0446                         *CURRENT SURVEY CONTROL
 CS0446  ___________________________________________________________________
 CS0446* NAD 83(1986)-  32 14 26.     (N)    096 08 43.     (W)     SCALED    
 CS0446* NAVD 88     -        91.969  (meters)     301.74   (feet)  ADJUSTED  
 CS0446  ___________________________________________________________________
 CS0446  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0446  DYNAMIC HT  -          91.863 (meters)     301.39  (feet)  COMP
 CS0446  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 CS0446
 CS0446  VERT ORDER  -  SECOND    CLASS 0
 CS0446
 CS0446.The horizontal coordinates were scaled from a topographic map and have
 CS0446.an estimated accuracy of +/- 6 seconds.
 CS0446
 CS0446.The orthometric height was determined by differential leveling
 CS0446.and adjusted by the National Geodetic Survey in June 1991..
 CS0446
 CS0446.The geoid height was determined by GEOID03.
 CS0446
 CS0446.The dynamic height is computed by dividing the NAVD 88
 CS0446.geopotential number by the normal gravity value computed on the
 CS0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0446.degrees latitude (g = 980.6199 gals.).
 CS0446
 CS0446.The modeled gravity was interpolated from observed gravity values.
 CS0446
 CS0446;                    North         East    Units  Estimated Accuracy
 CS0446;SPC TXNC     - 2,066,130.      821,900.      MT  (+/- 180 meters Scaled)
 CS0446
 CS0446                          SUPERSEDED SURVEY CONTROL
 CS0446
 CS0446  NGVD 29 (??/??/92)   91.976  (m)          301.76   (f) ADJ UNCH    2 0
 CS0446
 CS0446.Superseded values are not recommended for survey control.
 CS0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0446.See file dsdata.txt to determine how the superseded data were derived.
 CS0446
 CS0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA689706(NAD 83)
 CS0446_MARKER: DB = BENCH MARK DISK
 CS0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0446_SP_SET: CULVERT
 CS0446_STAMPING: R 390 1947
 CS0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0446
 CS0446  HISTORY     - Date     Condition        Report By
 CS0446  HISTORY     - 1947     MONUMENTED       CGS
 CS0446  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 CS0446
 CS0446                          STATION DESCRIPTION
 CS0446
 CS0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0446'7.5 MI NW FROM TRINIDAD.
 CS0446'7.5 MILES NORTHWEST ALONG STATE HIGHWAY NO.274 FROM THE ST. LOUIS
 CS0446'SOUTHWESTERN RAILWAY STATION AT TRINIDAD, ALONG A LONG WOODED LOW
 CS0446'LAND, 18.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, SET IN TOP OF
 CS0446'THE NORTHWEST END OF THE NORTHEAST HEAD-WALL OF A 4X4 FOOT CONCRETE
 CS0446'CULVERT UNDER THE HIGHWAY, ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 CS0446
 CS0446                          STATION RECOVERY (1972)
 CS0446
 CS0446'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0447 ***********************************************************************
 CS0447  DESIGNATION -  R 390 RESET 1963
 CS0447  PID         -  CS0447
 CS0447  STATE/COUNTY-  TX/HENDERSON
 CS0447  USGS QUAD   -  KERENS (1981)
 CS0447
 CS0447                         *CURRENT SURVEY CONTROL
 CS0447  ___________________________________________________________________
 CS0447* NAD 83(1986)-  32 14 26.     (N)    096 08 42.     (W)     SCALED    
 CS0447* NAVD 88     -        93.42   (meters)     306.5    (feet)  RESET     
 CS0447  ___________________________________________________________________
 CS0447  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0447
 CS0447  VERT ORDER  -  THIRD
 CS0447
 CS0447.The horizontal coordinates were scaled from a topographic map and have
 CS0447.an estimated accuracy of +/- 6 seconds.
 CS0447
 CS0447.The orthometric height was computed from unverified reset data.
 CS0447
 CS0447.The geoid height was determined by GEOID03.
 CS0447
 CS0447;                    North         East    Units  Estimated Accuracy
 CS0447;SPC TXNC     - 2,066,130.      821,920.      MT  (+/- 180 meters Scaled)
 CS0447
 CS0447                          SUPERSEDED SURVEY CONTROL
 CS0447
 CS0447.No superseded survey control is available for this station.
 CS0447
 CS0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA690706(NAD 83)
 CS0447_MARKER: DB = BENCH MARK DISK
 CS0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0447_STAMPING: R 390 RESET 1963
 CS0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0447+STABILITY: SURFACE MOTION
 CS0447
 CS0447  HISTORY     - Date     Condition        Report By
 CS0447  HISTORY     - 1963     MONUMENTED       CGS
 CS0447
 CS0447                          STATION DESCRIPTION
 CS0447
 CS0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CS0447'7.6 MI NW FROM TRINIDAD.
 CS0447'ABOUT 0.3 MILE NORTH FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION
 CS0447'AT TRINIDAD TO THE JUNCTION OF STATE HIGHWAYS 31 AND 274, THENCE ABOUT
 CS0447'7.3 MILES NORTHWEST ALONG STATE HIGHWAY 274 TO BENCH MARK, 101 FEET
 CS0447'NORTHEAST OF THE CENTER LINE OF HIGHWAY, ABOUT 300 FEET SOUTHEAST OF A
 CS0447'LEVY, 17 FEET NORTHWEST OF A POWERLINE POLE AND 1 FOOT SOUTH OF A
 CS0447'METAL WITNESS POST, AT TEXAS HIGHWAY STATION 377.  A STANDARD DISK
 CS0447'STAMPED R 390 RESET 1963, IS SET IN A 12 X 12 IN. CONCRETE POST WHICH
 CS0447'PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0605 ***********************************************************************
 DN0605  DESIGNATION -  R 391
 DN0605  PID         -  DN0605
 DN0605  STATE/COUNTY-  TX/WISE
 DN0605  USGS QUAD   -  RHOME (1972)
 DN0605
 DN0605                         *CURRENT SURVEY CONTROL
 DN0605  ___________________________________________________________________
 DN0605* NAD 83(1986)-  33 02 43.     (N)    097 27 40.     (W)     SCALED    
 DN0605* NAVD 88     -       279.200  (meters)     916.01   (feet)  ADJUSTED  
 DN0605  ___________________________________________________________________
 DN0605  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DN0605  DYNAMIC HT  -         278.871 (meters)     914.93  (feet)  COMP
 DN0605  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 DN0605
 DN0605  VERT ORDER  -  FIRST     CLASS II
 DN0605
 DN0605.The horizontal coordinates were scaled from a topographic map and have
 DN0605.an estimated accuracy of +/- 6 seconds.
 DN0605
 DN0605.The orthometric height was determined by differential leveling
 DN0605.and adjusted by the National Geodetic Survey in June 1991..
 DN0605
 DN0605.The geoid height was determined by GEOID03.
 DN0605
 DN0605.The dynamic height is computed by dividing the NAVD 88
 DN0605.geopotential number by the normal gravity value computed on the
 DN0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0605.degrees latitude (g = 980.6199 gals.).
 DN0605
 DN0605.The modeled gravity was interpolated from observed gravity values.
 DN0605
 DN0605;                    North         East    Units  Estimated Accuracy
 DN0605;SPC TXNC     - 2,153,350.      697,020.      MT  (+/- 180 meters Scaled)
 DN0605
 DN0605                          SUPERSEDED SURVEY CONTROL
 DN0605
 DN0605  NGVD 29 (??/??/92)  279.140  (m)          915.81   (f) ADJ UNCH    1 2
 DN0605
 DN0605.Superseded values are not recommended for survey control.
 DN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0605.See file dsdata.txt to determine how the superseded data were derived.
 DN0605
 DN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB436573(NAD 83)
 DN0605_MARKER: DB = BENCH MARK DISK
 DN0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0605_SP_SET: ABUTMENT
 DN0605_STAMPING: R 391 1947
 DN0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0605
 DN0605  HISTORY     - Date     Condition        Report By
 DN0605  HISTORY     - 1947     MONUMENTED       CGS
 DN0605  HISTORY     - 1952     GOOD             NGS
 DN0605  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0605  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0605
 DN0605                          STATION DESCRIPTION
 DN0605
 DN0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DN0605'0.8 MI SE FROM RHOME.
 DN0605'ABOUT 0.8 MILE SOUTHEAST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 DN0605'FROM THE STATION AT RHOME, 8.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT
 DN0605'LOWER THAN THE CENTER LINE OF THE TRACK, ON TOP OF THE SOUTHWEST END
 DN0605'OF THE SOUTHEAST CONCRETE ABUTMENT OF THE OVERPASS FOR STATE HIGHWAY
 DN0605'NO. 114.  A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 DN0605
 DN0605                          STATION RECOVERY (1952)
 DN0605
 DN0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DN0605'RECOVERED IN GOOD CONDITION.
 DN0605
 DN0605                          STATION RECOVERY (1984)
 DN0605
 DN0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0605'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
 DN0605
 DN0605                          STATION RECOVERY (1997)
 DN0605
 DN0605'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0685 ***********************************************************************
 CS0685  DESIGNATION -  R 393
 CS0685  PID         -  CS0685
 CS0685  STATE/COUNTY-  TX/NAVARRO
 CS0685  USGS QUAD   -  POWELL (1959)
 CS0685
 CS0685                         *CURRENT SURVEY CONTROL
 CS0685  ___________________________________________________________________
 CS0685* NAD 83(1986)-  32 01 02.     (N)    096 15 51.     (W)     SCALED    
 CS0685* NAVD 88     -       112.742  (meters)     369.89   (feet)  ADJUSTED  
 CS0685  ___________________________________________________________________
 CS0685  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0685  DYNAMIC HT  -         112.610 (meters)     369.45  (feet)  COMP
 CS0685  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 CS0685
 CS0685  VERT ORDER  -  SECOND    CLASS 0
 CS0685
 CS0685.The horizontal coordinates were scaled from a topographic map and have
 CS0685.an estimated accuracy of +/- 6 seconds.
 CS0685
 CS0685.The orthometric height was determined by differential leveling
 CS0685.and adjusted by the National Geodetic Survey in June 1991..
 CS0685
 CS0685.The geoid height was determined by GEOID03.
 CS0685
 CS0685.The dynamic height is computed by dividing the NAVD 88
 CS0685.geopotential number by the normal gravity value computed on the
 CS0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0685.degrees latitude (g = 980.6199 gals.).
 CS0685
 CS0685.The modeled gravity was interpolated from observed gravity values.
 CS0685
 CS0685;                    North         East    Units  Estimated Accuracy
 CS0685;SPC TXNC     - 2,041,120.      811,220.      MT  (+/- 180 meters Scaled)
 CS0685
 CS0685                          SUPERSEDED SURVEY CONTROL
 CS0685
 CS0685  NGVD 29 (??/??/92)  112.737  (m)          369.87   (f) ADJ UNCH    2 0
 CS0685
 CS0685.Superseded values are not recommended for survey control.
 CS0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0685.See file dsdata.txt to determine how the superseded data were derived.
 CS0685
 CS0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA584456(NAD 83)
 CS0685_MARKER: DB = BENCH MARK DISK
 CS0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0685_STAMPING: R 393 1947
 CS0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0685+STABILITY: SURFACE MOTION
 CS0685
 CS0685  HISTORY     - Date     Condition        Report By
 CS0685  HISTORY     - 1947     MONUMENTED       CGS
 CS0685  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0685
 CS0685                          STATION DESCRIPTION
 CS0685
 CS0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0685'2.3 MI SE FROM EUREKA.
 CS0685'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 CS0685'EUREKA, THENCE 1.5 MILES EAST ALONG A GRADED DIRT ROAD TO A JUNCTION
 CS0685'WITH A ROAD LEADING SOUTH AND THE SITE OF THE MARK, 1.0 MILE NORTH OF
 CS0685'DON CHAMBERS STORE ON U.S. HIGHWAY 287, 39 FEET SOUTHEAST OF THE
 CS0685'CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 36 FEET NORTH OF THE
 CS0685'CENTER LINE OF AN EAST AND WEST ROAD, 2 FEET EAST OF A 4X4 MARKER
 CS0685'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS0685
 CS0685                          STATION RECOVERY (2002)
 CS0685
 CS0685'RECOVERY NOTE BY US POWER SQUADRON 2002 (KL)
 CS0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1023 ***********************************************************************
 CS1023  DESIGNATION -  R 394
 CS1023  PID         -  CS1023
 CS1023  STATE/COUNTY-  TX/DALLAS
 CS1023  USGS QUAD   -  DALLAS (1981)
 CS1023
 CS1023                         *CURRENT SURVEY CONTROL
 CS1023  ___________________________________________________________________
 CS1023* NAD 83(1986)-  32 51 56.     (N)    096 48 38.     (W)     SCALED    
 CS1023* NAVD 88     -       167.188  (meters)     548.52   (feet)  ADJUSTED  
 CS1023  ___________________________________________________________________
 CS1023  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CS1023  DYNAMIC HT  -         166.999 (meters)     547.90  (feet)  COMP
 CS1023  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 CS1023
 CS1023  VERT ORDER  -  FIRST     CLASS II
 CS1023
 CS1023.The horizontal coordinates were scaled from a topographic map and have
 CS1023.an estimated accuracy of +/- 6 seconds.
 CS1023
 CS1023.The orthometric height was determined by differential leveling
 CS1023.and adjusted by the National Geodetic Survey in June 1991..
 CS1023
 CS1023.The geoid height was determined by GEOID03.
 CS1023
 CS1023.The dynamic height is computed by dividing the NAVD 88
 CS1023.geopotential number by the normal gravity value computed on the
 CS1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1023.degrees latitude (g = 980.6199 gals.).
 CS1023
 CS1023.The modeled gravity was interpolated from observed gravity values.
 CS1023
 CS1023;                    North         East    Units  Estimated Accuracy
 CS1023;SPC TXNC     - 2,134,220.      758,100.      MT  (+/- 180 meters Scaled)
 CS1023
 CS1023                          SUPERSEDED SURVEY CONTROL
 CS1023
 CS1023  NGVD 29 (??/??/92)  167.199  (m)          548.55   (f) ADJ UNCH    1 2
 CS1023
 CS1023.Superseded values are not recommended for survey control.
 CS1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1023.See file dsdata.txt to determine how the superseded data were derived.
 CS1023
 CS1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB048385(NAD 83)
 CS1023_MARKER: DD = SURVEY DISK
 CS1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1023_STAMPING: R 394 1947 3 D
 CS1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1023+STABILITY: SURFACE MOTION
 CS1023
 CS1023  HISTORY     - Date     Condition        Report By
 CS1023  HISTORY     - 1947     MONUMENTED       TX1730
 CS1023  HISTORY     - 1958     GOOD             NGS
 CS1023
 CS1023                          STATION DESCRIPTION
 CS1023
 CS1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1023'6.1 MI N FROM DALLAS.
 CS1023'THIS IS AT THE CROSSING OF NORTHWEST HIGHWAY (LOOP 12) AND THE
 CS1023'ST.LOUIS SOUTHWESTERN RAILWAY, 28.9 FEET NORTH OF THE CENTERLINE OF
 CS1023'THE HIGHWAY AND 6.3 FEET EAST OF THE CENTERLINE OF THE TRACKS, 16
 CS1023'INCHES EAST OF THE CORNER OF THE CONCRETE PIER AND 18 INCHES SOUTH OF
 CS1023'THE SOUTH EDGE OF THE CONCRETE RETAINING WALL.  IT IS 7.5 FEET
 CS1023'NORTHEAST OF THE NORTH STEEL PIER OF THE UNDERPASS AND ABOUT LEVEL
 CS1023'WITH THE CENTER OF THE HIGHWAY.  A CITY OF DALLAS DISK IN A CONCRETE
 CS1023'POST ABOUT 3 INCHES UNDER THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0571 ***********************************************************************
 CR0571  DESIGNATION -  R 396
 CR0571  PID         -  CR0571
 CR0571  STATE/COUNTY-  TX/HENDERSON
 CR0571  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0571
 CR0571                         *CURRENT SURVEY CONTROL
 CR0571  ___________________________________________________________________
 CR0571* NAD 83(1986)-  32 04 56.     (N)    095 49 59.     (W)     SCALED    
 CR0571* NAVD 88     -        98.466  (meters)     323.05   (feet)  ADJUSTED  
 CR0571  ___________________________________________________________________
 CR0571  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CR0571  DYNAMIC HT  -          98.351 (meters)     322.67  (feet)  COMP
 CR0571  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 CR0571
 CR0571  VERT ORDER  -  SECOND    CLASS 0
 CR0571
 CR0571.The horizontal coordinates were scaled from a topographic map and have
 CR0571.an estimated accuracy of +/- 6 seconds.
 CR0571
 CR0571.The orthometric height was determined by differential leveling
 CR0571.and adjusted by the National Geodetic Survey in June 1991..
 CR0571
 CR0571.The geoid height was determined by GEOID03.
 CR0571
 CR0571.The dynamic height is computed by dividing the NAVD 88
 CR0571.geopotential number by the normal gravity value computed on the
 CR0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0571.degrees latitude (g = 980.6199 gals.).
 CR0571
 CR0571.The modeled gravity was interpolated from observed gravity values.
 CR0571
 CR0571;                    North         East    Units  Estimated Accuracy
 CR0571;SPC TXNC     - 2,049,280.      851,760.      MT  (+/- 180 meters Scaled)
 CR0571
 CR0571                          SUPERSEDED SURVEY CONTROL
 CR0571
 CR0571  NGVD 29 (??/??/92)   98.467  (m)          323.05   (f) ADJ UNCH    2 0
 CR0571
 CR0571.Superseded values are not recommended for survey control.
 CR0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0571.See file dsdata.txt to determine how the superseded data were derived.
 CR0571
 CR0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR325530(NAD 83)
 CR0571_MARKER: DB = BENCH MARK DISK
 CR0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0571_STAMPING: R 396 1947
 CR0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0571+STABILITY: SURFACE MOTION
 CR0571
 CR0571  HISTORY     - Date     Condition        Report By
 CR0571  HISTORY     - 1947     MONUMENTED       CGS
 CR0571  HISTORY     - 1978     GOOD             USGS
 CR0571
 CR0571                          STATION DESCRIPTION
 CR0571
 CR0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0571'10.0 MI SW FROM ATHENS.
 CR0571'8.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT ATHENS,
 CR0571'THENCE 1.8 MILES WEST ALONG A DIRT ROAD LEADING TO KOON KREEK KLUB,
 CR0571'0.9 MILE EAST OF KOON KREEK KLUB, ABOUT 0.1 MILE SOUTHWEST OF A FARM
 CR0571'HOUSE, 52 FEET NORTH OF A POWER LINE, 36 FEET NORTH OF THE CENTER LINE
 CR0571'OF THE ROAD, 3 FEET SOUTH OF A FENCE, 2 FEET WEST OF A 4X4 MARKER
 CR0571'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CR0571'4 INCHES ABOVE THE GROUND.
 CR0571
 CR0571                          STATION RECOVERY (1978)
 CR0571
 CR0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0571'0.7 MI. EAST, ALONG THE ENTRANCE ROAD TO THE KOON KREEK KLUB, OF THE
 CR0571'CLUBHOUSE. 2.0 MI. WEST AND SOUTH, ALONG THE ENTRANCE ROAD TO THE
 CR0571'CLUB, FROM HWY. 19 TO A T-RD. 0.1 MI. WEST OF A HOUSE. THE BENCH MARK
 CR0571'IS 192 FEET WEST OF A NORTH/SOUTH ROAD, 33 FEET NORTH OF AN EAST/WEST
 CR0571'ROAD AND 50 FEET NORTH OF A POWER LINE. SET IN A CONCRETE POST
 CR0571'PROJECTING ABOUT 2 INCHES, A STANDARD TABLET STAMPED R 396 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0515 ***********************************************************************
 CS0515  DESIGNATION -  R 397
 CS0515  PID         -  CS0515
 CS0515  STATE/COUNTY-  TX/NAVARRO
 CS0515  USGS QUAD   -  BAZETTE (1976)
 CS0515
 CS0515                         *CURRENT SURVEY CONTROL
 CS0515  ___________________________________________________________________
 CS0515* NAD 83(1986)-  32 13 52.     (N)    096 20 20.     (W)     SCALED    
 CS0515* NAVD 88     -        98.513  (meters)     323.20   (feet)  ADJUSTED  
 CS0515  ___________________________________________________________________
 CS0515  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0515  DYNAMIC HT  -          98.400 (meters)     322.83  (feet)  COMP
 CS0515  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 CS0515
 CS0515  VERT ORDER  -  SECOND    CLASS 0
 CS0515
 CS0515.The horizontal coordinates were scaled from a topographic map and have
 CS0515.an estimated accuracy of +/- 6 seconds.
 CS0515
 CS0515.The orthometric height was determined by differential leveling
 CS0515.and adjusted by the National Geodetic Survey in June 1991..
 CS0515
 CS0515.The geoid height was determined by GEOID03.
 CS0515
 CS0515.The dynamic height is computed by dividing the NAVD 88
 CS0515.geopotential number by the normal gravity value computed on the
 CS0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0515.degrees latitude (g = 980.6199 gals.).
 CS0515
 CS0515.The modeled gravity was interpolated from observed gravity values.
 CS0515
 CS0515;                    North         East    Units  Estimated Accuracy
 CS0515;SPC TXNC     - 2,064,690.      803,680.      MT  (+/- 180 meters Scaled)
 CS0515
 CS0515                          SUPERSEDED SURVEY CONTROL
 CS0515
 CS0515  NGVD 29 (??/??/92)   98.518  (m)          323.22   (f) ADJ UNCH    2 0
 CS0515
 CS0515.Superseded values are not recommended for survey control.
 CS0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0515.See file dsdata.txt to determine how the superseded data were derived.
 CS0515
 CS0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA507691(NAD 83)
 CS0515_MARKER: DB = BENCH MARK DISK
 CS0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0515_STAMPING: R 397 1947
 CS0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0515+STABILITY: SURFACE MOTION
 CS0515
 CS0515  HISTORY     - Date     Condition        Report By
 CS0515  HISTORY     - 1947     MONUMENTED       CGS
 CS0515  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0515
 CS0515                          STATION DESCRIPTION
 CS0515
 CS0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0515'1.0 MI NE FROM MONTFORT.
 CS0515'0.2 MILE NORTHWEST AND 0.8 MILE NORTHEAST ALONG THE MONTFORT-BAZETTE
 CS0515'ROAD FROM THE GENERAL STORE AT MONTFORT, AT THE JUNCTION OF A DIRT
 CS0515'ROAD LEADING NORTHWEST, 65.5 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 CS0515'FRAME FARM HOUSE, 23.0 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD
 CS0515'LEADING NORTHWEST, 17.0 FEET NORTHWEST OF THE CENTER OF THE MAIN ROAD,
 CS0515'20.0 FEET NORTHEAST OF A GUY WIRE BRACED POWER LINE POLE, 7.0 FEET
 CS0515'SOUTHWEST OF A FENCE CORNER POST, 4.0 FEET NORTHEAST OF A REFERENCE
 CS0515'POST, 1.0 FOOT SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, SET IN A
 CS0515'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2
 CS0515'FOOT.
 CS0515
 CS0515                          STATION RECOVERY (1961)
 CS0515
 CS0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2294 ***********************************************************************
 BY2294  DESIGNATION -  R 398
 BY2294  PID         -  BY2294
 BY2294  STATE/COUNTY-  TX/ANDERSON
 BY2294  USGS QUAD   -  BLACKFOOT (1982)
 BY2294
 BY2294                         *CURRENT SURVEY CONTROL
 BY2294  ___________________________________________________________________
 BY2294* NAD 83(1986)-  31 55 30.     (N)    095 51 09.     (W)     SCALED    
 BY2294* NAVD 88     -       119.048  (meters)     390.58   (feet)  ADJUSTED  
 BY2294  ___________________________________________________________________
 BY2294  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BY2294  DYNAMIC HT  -         118.907 (meters)     390.11  (feet)  COMP
 BY2294  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 BY2294
 BY2294  VERT ORDER  -  SECOND    CLASS 0
 BY2294
 BY2294.The horizontal coordinates were scaled from a topographic map and have
 BY2294.an estimated accuracy of +/- 6 seconds.
 BY2294
 BY2294.The orthometric height was determined by differential leveling
 BY2294.and adjusted by the National Geodetic Survey in June 1991..
 BY2294
 BY2294.The geoid height was determined by GEOID03.
 BY2294
 BY2294.The dynamic height is computed by dividing the NAVD 88
 BY2294.geopotential number by the normal gravity value computed on the
 BY2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2294.degrees latitude (g = 980.6199 gals.).
 BY2294
 BY2294.The modeled gravity was interpolated from observed gravity values.
 BY2294
 BY2294;                    North         East    Units  Estimated Accuracy
 BY2294;SPC TX C     - 3,258,890.    1,123,640.      MT  (+/- 180 meters Scaled)
 BY2294
 BY2294                          SUPERSEDED SURVEY CONTROL
 BY2294
 BY2294  NGVD 29 (??/??/92)  119.034  (m)          390.53   (f) ADJ UNCH    2 0
 BY2294
 BY2294.Superseded values are not recommended for survey control.
 BY2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2294.See file dsdata.txt to determine how the superseded data were derived.
 BY2294
 BY2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR302356(NAD 83)
 BY2294_MARKER: DB = BENCH MARK DISK
 BY2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2294_STAMPING: R 398 1947
 BY2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2294+STABILITY: SURFACE MOTION
 BY2294
 BY2294  HISTORY     - Date     Condition        Report By
 BY2294  HISTORY     - 1947     MONUMENTED       CGS
 BY2294
 BY2294                          STATION DESCRIPTION
 BY2294
 BY2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2294'6.9 MI NW FROM TENNESSEE COLONY.
 BY2294'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2294'TENNESSEE COLONY, THENCE 4.3 MILES NORTH ALONG A NARROW OILED ROAD TO
 BY2294'THE FRIENDSHIP BAPTIST CHURCH AND THE SITE OF THE MARK, 83 FEET
 BY2294'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 40 FEET WEST OF THE
 BY2294'CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE NORTH END OF A WOODEN
 BY2294'GATE WHICH IS THE ENTRANCE TO A CEMETERY, 2 FEET EAST OF A WIRE FENCE,
 BY2294'2 FEET SOUTH OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 BY2294'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0604 ***********************************************************************
 CR0604  DESIGNATION -  R 399
 CR0604  PID         -  CR0604
 CR0604  STATE/COUNTY-  TX/HENDERSON
 CR0604  USGS QUAD   -  CROSS ROADS (1984)
 CR0604
 CR0604                         *CURRENT SURVEY CONTROL
 CR0604  ___________________________________________________________________
 CR0604* NAD 83(1986)-  32 01 52.     (N)    095 57 53.     (W)     SCALED    
 CR0604* NAVD 88     -       106.914  (meters)     350.77   (feet)  ADJUSTED  
 CR0604  ___________________________________________________________________
 CR0604  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0604  DYNAMIC HT  -         106.789 (meters)     350.36  (feet)  COMP
 CR0604  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 CR0604
 CR0604  VERT ORDER  -  SECOND    CLASS 0
 CR0604
 CR0604.The horizontal coordinates were scaled from a topographic map and have
 CR0604.an estimated accuracy of +/- 6 seconds.
 CR0604
 CR0604.The orthometric height was determined by differential leveling
 CR0604.and adjusted by the National Geodetic Survey in June 1991..
 CR0604
 CR0604.The geoid height was determined by GEOID03.
 CR0604
 CR0604.The dynamic height is computed by dividing the NAVD 88
 CR0604.geopotential number by the normal gravity value computed on the
 CR0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0604.degrees latitude (g = 980.6199 gals.).
 CR0604
 CR0604.The modeled gravity was interpolated from observed gravity values.
 CR0604
 CR0604;                    North         East    Units  Estimated Accuracy
 CR0604;SPC TXNC     - 2,043,310.      839,470.      MT  (+/- 180 meters Scaled)
 CR0604
 CR0604                          SUPERSEDED SURVEY CONTROL
 CR0604
 CR0604  NGVD 29 (??/??/92)  106.915  (m)          350.77   (f) ADJ UNCH    2 0
 CR0604
 CR0604.Superseded values are not recommended for survey control.
 CR0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0604.See file dsdata.txt to determine how the superseded data were derived.
 CR0604
 CR0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR200477(NAD 83)
 CR0604_MARKER: DB = BENCH MARK DISK
 CR0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0604_STAMPING: R 399 1947
 CR0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0604+STABILITY: SURFACE MOTION
 CR0604
 CR0604  HISTORY     - Date     Condition        Report By
 CR0604  HISTORY     - 1947     MONUMENTED       CGS
 CR0604  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0604
 CR0604                          STATION DESCRIPTION
 CR0604
 CR0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0604'1.4 MI S FROM CROSS ROAD.
 CR0604'ALONG A NARROW OIL ROAD, 1.4 MILES SOUTH OF CROSS ROAD SCHOOL, 4.0
 CR0604'MILES NORTH OF CAYUGA SCHOOL, NEAR A STEEL GATE AND ENTRANCE TO A
 CR0604'FIELD, 53 FEET EAST OF THE CENTER OF THE ROAD, 15 FEET SOUTH OF THE
 CR0604'SOUTH END OF THE STEEL GATE, 2 FEET WEST OF A WIRE FENCE, 2 FEET NORTH
 CR0604'OF WITNESS POST.
 CR0604
 CR0604                          STATION RECOVERY (1977)
 CR0604
 CR0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0961 ***********************************************************************
 BZ0961  DESIGNATION -  R 4
 BZ0961  PID         -  BZ0961
 BZ0961  STATE/COUNTY-  TX/CORYELL
 BZ0961  USGS QUAD   -  FORT HOOD (1995)
 BZ0961
 BZ0961                         *CURRENT SURVEY CONTROL
 BZ0961  ___________________________________________________________________
 BZ0961* NAD 83(1986)-  31 07 48.     (N)    097 50 40.     (W)     SCALED    
 BZ0961* NAVD 88     -       286.569  (meters)     940.19   (feet)  POSTED    
 BZ0961  ___________________________________________________________________
 BZ0961  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BZ0961  DYNAMIC HT  -         286.180 (meters)     938.91  (feet)  COMP
 BZ0961  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 BZ0961
 BZ0961  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BZ0961
 BZ0961.The horizontal coordinates were scaled from a topographic map and have
 BZ0961.an estimated accuracy of +/- 6 seconds.
 BZ0961
 BZ0961.The orthometric height was determined by differential leveling
 BZ0961.and adjusted by the National Geodetic Survey in 1992..
 BZ0961.No vertical observational check was made to the station.
 BZ0961.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BZ0961.was located on a no-check spur therefore a value was not computed.
 BZ0961
 BZ0961.The geoid height was determined by GEOID03.
 BZ0961
 BZ0961.The dynamic height is computed by dividing the NAVD 88
 BZ0961.geopotential number by the normal gravity value computed on the
 BZ0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0961.degrees latitude (g = 980.6199 gals.).
 BZ0961
 BZ0961.The modeled gravity was interpolated from observed gravity values.
 BZ0961
 BZ0961;                    North         East    Units  Estimated Accuracy
 BZ0961;SPC TX C     - 3,164,870.      937,330.      MT  (+/- 180 meters Scaled)
 BZ0961
 BZ0961                          SUPERSEDED SURVEY CONTROL
 BZ0961
 BZ0961.No superseded survey control is available for this station.
 BZ0961
 BZ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV101445(NAD 83)
 BZ0961_MARKER: Z = SEE DESCRIPTION
 BZ0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0961_SP_SET: MILEPOST
 BZ0961_STAMPING: B.M. 937.59
 BZ0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0961
 BZ0961  HISTORY     - Date     Condition        Report By
 BZ0961  HISTORY     - UNK      MONUMENTED       CGS
 BZ0961  HISTORY     - 1953     MARK NOT FOUND   NGS
 BZ0961
 BZ0961                          STATION DESCRIPTION
 BZ0961
 BZ0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BZ0961'IN COPPERAS COVE.
 BZ0961'NEAR COPPERAS COVE, CORYELL COUNTY, ON THE GULF, COLORADO AND SANTA FE
 BZ0961'RAILWAY, 10 FEET SOUTH OF THE FIRST POLE EAST OF MILE POST 250, AND 40
 BZ0961'FEET SOUTH OF THE TRACK.  NOTE-- A SECTION OF RAIL, STAMPED B.M.
 BZ0961'937.59, WAS FOUND IN THE DESCRIBED LOCATION OF THIS MARK, SET
 BZ0961'VERTICALLY AND PROJECTING ABOUT 14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0467 ***********************************************************************
 AN0467  DESIGNATION -  R 40
 AN0467  PID         -  AN0467
 AN0467  STATE/COUNTY-  TX/VICTORIA
 AN0467  USGS QUAD   -  BLOOMINGTON (1995)
 AN0467
 AN0467                         *CURRENT SURVEY CONTROL
 AN0467  ___________________________________________________________________
 AN0467* NAD 83(1986)-  28 37 45.     (N)    096 55 22.     (W)     SCALED    
 AN0467* NAVD 88     -         7.720  (meters)      25.33   (feet)  ADJUSTED  
 AN0467  ___________________________________________________________________
 AN0467  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0467  DYNAMIC HT  -           7.709 (meters)      25.29  (feet)  COMP
 AN0467  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 AN0467
 AN0467  VERT ORDER  -  FIRST     CLASS I
 AN0467
 AN0467.The horizontal coordinates were scaled from a topographic map and have
 AN0467.an estimated accuracy of +/- 6 seconds.
 AN0467
 AN0467.The orthometric height was determined by differential leveling
 AN0467.and adjusted by the National Geodetic Survey in June 1991..
 AN0467
 AN0467.The geoid height was determined by GEOID03.
 AN0467
 AN0467.The dynamic height is computed by dividing the NAVD 88
 AN0467.geopotential number by the normal gravity value computed on the
 AN0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0467.degrees latitude (g = 980.6199 gals.).
 AN0467
 AN0467.The modeled gravity was interpolated from observed gravity values.
 AN0467
 AN0467;                    North         East    Units  Estimated Accuracy
 AN0467;SPC TXSC     - 4,090,010.      803,100.      MT  (+/- 180 meters Scaled)
 AN0467
 AN0467                          SUPERSEDED SURVEY CONTROL
 AN0467
 AN0467  NGVD 29 (??/??/92)    7.849  (m)           25.75   (f) ADJ UNCH    1 1
 AN0467
 AN0467.Superseded values are not recommended for survey control.
 AN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0467.See file dsdata.txt to determine how the superseded data were derived.
 AN0467
 AN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS030686(NAD 83)
 AN0467_MARKER: DB = BENCH MARK DISK
 AN0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0467_STAMPING: R 40 1918 ELEV 25.932 FT
 AN0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0467+STABILITY: SURFACE MOTION
 AN0467
 AN0467  HISTORY     - Date     Condition        Report By
 AN0467  HISTORY     - 1918     MONUMENTED       CGS
 AN0467  HISTORY     - 1950     GOOD             NGS
 AN0467  HISTORY     - 1978     GOOD             NGS
 AN0467
 AN0467                          STATION DESCRIPTION
 AN0467
 AN0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0467'2.1 MI SW FROM BLOOMINGTON.
 AN0467'2.1 MILES SOUTHWEST ALONG THE ST LOUIS, BROWNSVILLE AND MEXICO
 AN0467'RAILROAD FROM THE STATION AT BLOOMINGTON, 0.2 MILE SOUTHWEST OF A ROAD
 AN0467'CROSSING, AT THE NORTHEAST END OF A SMALL CUT, 3 POLES SOUTHWEST OF
 AN0467'MILEPOST 217-10, 43 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 22 FEET
 AN0467'NORTHWEST OF THE CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 4.8
 AN0467'FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN
 AN0467'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AN0467
 AN0467                          STATION RECOVERY (1978)
 AN0467
 AN0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2343 ***********************************************************************
 BY2343  DESIGNATION -  R 400
 BY2343  PID         -  BY2343
 BY2343  STATE/COUNTY-  TX/ANDERSON
 BY2343  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2343
 BY2343                         *CURRENT SURVEY CONTROL
 BY2343  ___________________________________________________________________
 BY2343* NAD 83(1986)-  31 47 23.     (N)    095 51 49.     (W)     SCALED    
 BY2343* NAVD 88     -        68.980  (meters)     226.31   (feet)  ADJUSTED  
 BY2343  ___________________________________________________________________
 BY2343  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BY2343  DYNAMIC HT  -          68.898 (meters)     226.04  (feet)  COMP
 BY2343  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 BY2343
 BY2343  VERT ORDER  -  SECOND    CLASS 0
 BY2343
 BY2343.The horizontal coordinates were scaled from a topographic map and have
 BY2343.an estimated accuracy of +/- 6 seconds.
 BY2343
 BY2343.The orthometric height was determined by differential leveling
 BY2343.and adjusted by the National Geodetic Survey in June 1991..
 BY2343
 BY2343.The geoid height was determined by GEOID03.
 BY2343
 BY2343.The dynamic height is computed by dividing the NAVD 88
 BY2343.geopotential number by the normal gravity value computed on the
 BY2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2343.degrees latitude (g = 980.6199 gals.).
 BY2343
 BY2343.The modeled gravity was interpolated from observed gravity values.
 BY2343
 BY2343;                    North         East    Units  Estimated Accuracy
 BY2343;SPC TX C     - 3,243,860.    1,123,200.      MT  (+/- 180 meters Scaled)
 BY2343
 BY2343                          SUPERSEDED SURVEY CONTROL
 BY2343
 BY2343  NGVD 29 (??/??/92)   68.963  (m)          226.26   (f) ADJ UNCH    2 0
 BY2343
 BY2343.Superseded values are not recommended for survey control.
 BY2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2343.See file dsdata.txt to determine how the superseded data were derived.
 BY2343
 BY2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR288207(NAD 83)
 BY2343_MARKER: DB = BENCH MARK DISK
 BY2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2343_STAMPING: R 400
 BY2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2343+STABILITY: SURFACE MOTION
 BY2343
 BY2343  HISTORY     - Date     Condition        Report By
 BY2343  HISTORY     - UNK      MONUMENTED
 BY2343  HISTORY     - 1947     GOOD             NGS
 BY2343
 BY2343                          STATION DESCRIPTION
 BY2343
 BY2343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2343'5.9 MI S FROM TENNESSEE COLONY.
 BY2343'3.2 MILES SOUTHEAST ALONG A COUNTY ROAD LEADING TO TUCKER FROM THE
 BY2343'SCHOOL AT TENNESSEE COLONY, THENCE 2.0 MILES WEST ALONG A NARROW ROAD,
 BY2343'THENCE 0.7 MILE SOUTHWEST ALONG A FARM ROAD TO A LARGE BARN AND THE
 BY2343'SITE OF THE MARK, 138 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BY2343'LARGE BARN, 54 FEET EAST OF THE CENTER LINE OF THE ROAD, 6 FEET
 BY2343'SOUTHWEST OF A 36 INCH OAK TREE, 1 FOOT NORTHEAST OF A 4X4 MARKER
 BY2343'POST.  A BRONZE TEXAS RECLAMATION DEPARTMENT DISK SET IN THE TOP OF A
 BY2343'CONCRETE POST.  THE MARK WAS STAMPED R 400 BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1762 ***********************************************************************
 BL1762  DESIGNATION -  R 400
 BL1762  PID         -  BL1762
 BL1762  STATE/COUNTY-  TX/MADISON
 BL1762  USGS QUAD   -  BAKER LAKE (1972)
 BL1762
 BL1762                         *CURRENT SURVEY CONTROL
 BL1762  ___________________________________________________________________
 BL1762* NAD 83(1986)-  30 55 04.     (N)    095 41 19.     (W)     SCALED    
 BL1762* NAVD 88     -        55.99   (+/-2cm)     183.7    (feet)  VERTCON   
 BL1762  ___________________________________________________________________
 BL1762  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BL1762
 BL1762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1762
 BL1762.The horizontal coordinates were scaled from a topographic map and have
 BL1762.an estimated accuracy of +/- 6 seconds.
 BL1762
 BL1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1762.The vertical order pertains to the NGVD 29 superseded value.
 BL1762
 BL1762.The geoid height was determined by GEOID03.
 BL1762
 BL1762;                    North         East    Units  Estimated Accuracy
 BL1762;SPC TX C     - 3,147,960.    1,143,790.      MT  (+/- 180 meters Scaled)
 BL1762
 BL1762                          SUPERSEDED SURVEY CONTROL
 BL1762
 BL1762  NGVD 29 (??/??/92)   55.996  (m)          183.71   (f) ADJ UNCH    2 0
 BL1762
 BL1762.Superseded values are not recommended for survey control.
 BL1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1762.See file dsdata.txt to determine how the superseded data were derived.
 BL1762
 BL1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ430235(NAD 83)
 BL1762_MARKER: DB = BENCH MARK DISK
 BL1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1762_STAMPING: R 400 1947
 BL1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1762+STABILITY: SURFACE MOTION
 BL1762
 BL1762  HISTORY     - Date     Condition        Report By
 BL1762  HISTORY     - 1947     MONUMENTED       CGS
 BL1762  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1762
 BL1762                          STATION DESCRIPTION
 BL1762
 BL1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1762'8.85 MI SE FROM MIDWAY.
 BL1762'8.85 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1762'AT MIDWAY, 1.45 MILE SOUTH OF THE HOPEWELL SCHOOL, 0.9 MILE NORTH OF
 BL1762'THE NORTH END OF A CONCRETE BRIDGE OVER BEDIAS CREEK, DIRECTLY ACROSS
 BL1762'THE ROAD FROM A FARM HOUSE, 44.0 FEET EAST OF THE CENTER OF THE ROAD,
 BL1762'31.5 FEET NORTH OF A 2-FOOT OAK TREE WHICH IS BEING USED FOR A GATE
 BL1762'POST, 25.0 FEET NORTH OF THE CENTER OF A PRIVATE ROAD LEADING EAST TO
 BL1762'A FARM HOUSE, 2.8 FEET NORTH OF A REFERENCE POST, 0.8 FOOT WEST OF THE
 BL1762'EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 BL1762'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 BL1762
 BL1762                          STATION RECOVERY (1996)
 BL1762
 BL1762'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2179 ***********************************************************************
 BY2179  DESIGNATION -  R 401
 BY2179  PID         -  BY2179
 BY2179  STATE/COUNTY-  TX/ANDERSON
 BY2179  USGS QUAD   -  INDIAN LAKE (1982)
 BY2179
 BY2179                         *CURRENT SURVEY CONTROL
 BY2179  ___________________________________________________________________
 BY2179* NAD 83(1986)-  31 34 58.     (N)    095 38 57.     (W)     SCALED    
 BY2179* NAVD 88     -       106.27   (+/-2cm)     348.7    (feet)  VERTCON   
 BY2179  ___________________________________________________________________
 BY2179  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY2179
 BY2179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2179
 BY2179.The horizontal coordinates were scaled from a topographic map and have
 BY2179.an estimated accuracy of +/- 6 seconds.
 BY2179
 BY2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2179.The vertical order pertains to the NGVD 29 superseded value.
 BY2179
 BY2179.The geoid height was determined by GEOID03.
 BY2179
 BY2179;                    North         East    Units  Estimated Accuracy
 BY2179;SPC TX C     - 3,221,770.    1,144,450.      MT  (+/- 180 meters Scaled)
 BY2179
 BY2179                          SUPERSEDED SURVEY CONTROL
 BY2179
 BY2179  NGVD 29 (??/??/92)  106.256  (m)          348.61   (f) ADJ UNCH    2 0
 BY2179
 BY2179.Superseded values are not recommended for survey control.
 BY2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2179.See file dsdata.txt to determine how the superseded data were derived.
 BY2179
 BY2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ486972(NAD 83)
 BY2179_MARKER: DB = BENCH MARK DISK
 BY2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2179_STAMPING: R 401 1947
 BY2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2179+STABILITY: SURFACE MOTION
 BY2179
 BY2179  HISTORY     - Date     Condition        Report By
 BY2179  HISTORY     - 1947     MONUMENTED       CGS
 BY2179  HISTORY     - 1963     GOOD             NGS
 BY2179
 BY2179                          STATION DESCRIPTION
 BY2179
 BY2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BY2179'10.8 MI SW FROM ELKHART.
 BY2179'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY2179'ALONG STATE HIGHWAY 294, THENCE SOUTH 4.6 MILES ALONG A GRADED DIRT
 BY2179'ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY2179'BENCH MARK IS AT THE INTERSECTION OF THE DIRT ROAD AND AN ASPHALT
 BY2179'ROAD, 23.8 FEET NORTH OF THE EXTENDED CENTER LINE OF THE DIRT ROAD,
 BY2179'84.7 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 41.5
 BY2179'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ASPHALT ROAD,
 BY2179'43.0 FEET NORTHEAST OF A FENCE CORNER AND 1.0 FOOT SOUTH OF A 4 X 4
 BY2179'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY2179'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1856 ***********************************************************************
 BY1856  DESIGNATION -  R 403
 BY1856  PID         -  BY1856
 BY1856  STATE/COUNTY-  TX/LEON
 BY1856  USGS QUAD   -  CENTERVILLE (1964)
 BY1856
 BY1856                         *CURRENT SURVEY CONTROL
 BY1856  ___________________________________________________________________
 BY1856* NAD 83(1986)-  31 15 31.     (N)    095 58 45.     (W)     SCALED    
 BY1856* NAVD 88     -       107.46   (+/-2cm)     352.6    (feet)  VERTCON   
 BY1856  ___________________________________________________________________
 BY1856  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY1856
 BY1856  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1856
 BY1856.The horizontal coordinates were scaled from a topographic map and have
 BY1856.an estimated accuracy of +/- 6 seconds.
 BY1856
 BY1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1856.The vertical order pertains to the NGVD 29 superseded value.
 BY1856
 BY1856.The geoid height was determined by GEOID03.
 BY1856
 BY1856;                    North         East    Units  Estimated Accuracy
 BY1856;SPC TX C     - 3,184,590.    1,114,560.      MT  (+/- 180 meters Scaled)
 BY1856
 BY1856                          SUPERSEDED SURVEY CONTROL
 BY1856
 BY1856  NGVD 29 (??/??/92)  107.434  (m)          352.47   (f) ADJ UNCH    2 0
 BY1856
 BY1856.Superseded values are not recommended for survey control.
 BY1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1856.See file dsdata.txt to determine how the superseded data were derived.
 BY1856
 BY1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ163620(NAD 83)
 BY1856_MARKER: DB = BENCH MARK DISK
 BY1856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1856_SP_SET: CONCRETE BASE
 BY1856_STAMPING: R 403 1947
 BY1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1856
 BY1856  HISTORY     - Date     Condition        Report By
 BY1856  HISTORY     - 1947     MONUMENTED       CGS
 BY1856  HISTORY     - 20050527 MARK NOT FOUND   USPSQD
 BY1856
 BY1856                          STATION DESCRIPTION
 BY1856
 BY1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1856'IN CENTERVILLE.
 BY1856'AT CENTERVILLE, ON TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST
 BY1856'CONCRETE BASE FOR THE CITY WATER TOWER.  A BRONZE BENCH MARK DISK SET
 BY1856'IN A DRILL HOLE IN CONCRETE.
 BY1856
 BY1856                          STATION RECOVERY (2005)
 BY1856
 BY1856'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BY1856'TANK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1620 ***********************************************************************
 CS1620  DESIGNATION -  R 404
 CS1620  PID         -  CS1620
 CS1620  STATE/COUNTY-  TX/TARRANT
 CS1620  USGS QUAD   -  BENBROOK (1981)
 CS1620
 CS1620                         *CURRENT SURVEY CONTROL
 CS1620  ___________________________________________________________________
 CS1620* NAD 83(1986)-  32 40 49.     (N)    097 28 27.     (W)     SCALED    
 CS1620* NAVD 88     -       221.784  (meters)     727.64   (feet)  POSTED    
 CS1620  ___________________________________________________________________
 CS1620  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CS1620  DYNAMIC HT  -         221.520 (meters)     726.77  (feet)  COMP
 CS1620  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 CS1620
 CS1620  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CS1620
 CS1620.The horizontal coordinates were scaled from a topographic map and have
 CS1620.an estimated accuracy of +/- 6 seconds.
 CS1620
 CS1620.The orthometric height was determined by differential leveling
 CS1620.and adjusted by the National Geodetic Survey in 1992..
 CS1620.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CS1620.rate greater than 8.0 mm/km.
 CS1620
 CS1620.The geoid height was determined by GEOID03.
 CS1620
 CS1620.The dynamic height is computed by dividing the NAVD 88
 CS1620.geopotential number by the normal gravity value computed on the
 CS1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1620.degrees latitude (g = 980.6199 gals.).
 CS1620
 CS1620.The modeled gravity was interpolated from observed gravity values.
 CS1620
 CS1620;                    North         East    Units  Estimated Accuracy
 CS1620;SPC TXNC     - 2,112,870.      696,200.      MT  (+/- 180 meters Scaled)
 CS1620
 CS1620                          SUPERSEDED SURVEY CONTROL
 CS1620
 CS1620  NGVD 29 (??/??/92)  221.775  (m)          727.61   (f) ADJ UNCH    1 2
 CS1620
 CS1620.Superseded values are not recommended for survey control.
 CS1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1620.See file dsdata.txt to determine how the superseded data were derived.
 CS1620
 CS1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB430168(NAD 83)
 CS1620_MARKER: DB = BENCH MARK DISK
 CS1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1620_STAMPING: R 404 1947
 CS1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1620+STABILITY: SURFACE MOTION
 CS1620
 CS1620  HISTORY     - Date     Condition        Report By
 CS1620  HISTORY     - 1947     MONUMENTED       CGS
 CS1620  HISTORY     - 1962     GOOD             NGS
 CS1620  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1620  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1620  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1620  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1620
 CS1620                          STATION DESCRIPTION
 CS1620
 CS1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1620'8.4 MI E FROM ALEDO.
 CS1620'8.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1620'AT ALEDO, ABOUT 1.0 MILE WEST OF BENBROOK SIDING, ABOUT THIRTEEN POLES
 CS1620'EAST OF MILE POST 256, 38.4 FEET NORTH OF AND ABOUT 1.0 FOOT HIGHER
 CS1620'THAN THE CENTER LINE OF THE TRACK, 34.8 FEET SOUTH OF THE CENTER LINE
 CS1620'OF A ROAD PARALLELING THE TRACK, 14.3 FEET EAST OF A TELEPHONE POLE
 CS1620'AND IN LINE WITH THE FIRST ROW OF POLES NORTH OF THE TRACK AND 1.0
 CS1620'FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK SET IN THE TOP OF
 CS1620'A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND. NOTE-- THE
 CS1620'MARKER POST IS GONE.  THE THE BENCH MARK MAY BE REACHED FROM THE
 CS1620'JUNCTION OF U.S. HIGHWAY 377 AND THE ALEDO ROAD IN BENBROOK, BY GOING
 CS1620'1.1 MILES ALONG THE BLACK TOP ROAD LEADING NORTH THROUGH THE BENBROOK
 CS1620'LUMBER COMPANY AREA THENCE WEST ALONG THE TEXAS AND PACIFIC RAILROAD.
 CS1620
 CS1620                          STATION RECOVERY (1983)
 CS1620
 CS1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1620'MARK NOT FOUND.
 CS1620
 CS1620                          STATION RECOVERY (1989)
 CS1620
 CS1620'RECOVERY NOTE BY US POWER SQUADRON 1989 (JSB)
 CS1620'MARK NOT FOUND.
 CS1620
 CS1620                          STATION RECOVERY (1996)
 CS1620
 CS1620'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1620'MARK NOT FOUND.
 CS1620
 CS1620                          STATION RECOVERY (2004)
 CS1620
 CS1620'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2170 ***********************************************************************
 BY2170  DESIGNATION -  R 406
 BY2170  PID         -  BY2170
 BY2170  STATE/COUNTY-  TX/ANDERSON
 BY2170  USGS QUAD   -  LONG LAKE (1964)
 BY2170
 BY2170                         *CURRENT SURVEY CONTROL
 BY2170  ___________________________________________________________________
 BY2170* NAD 83(1986)-  31 39 35.     (N)    095 45 10.     (W)     SCALED    
 BY2170* NAVD 88     -        85.74   (+/-2cm)     281.3    (feet)  VERTCON   
 BY2170  ___________________________________________________________________
 BY2170  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2170
 BY2170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2170
 BY2170.The horizontal coordinates were scaled from a topographic map and have
 BY2170.an estimated accuracy of +/- 6 seconds.
 BY2170
 BY2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2170.The vertical order pertains to the NGVD 29 superseded value.
 BY2170
 BY2170.The geoid height was determined by GEOID03.
 BY2170
 BY2170;                    North         East    Units  Estimated Accuracy
 BY2170;SPC TX C     - 3,229,890.    1,134,280.      MT  (+/- 180 meters Scaled)
 BY2170
 BY2170                          SUPERSEDED SURVEY CONTROL
 BY2170
 BY2170  NGVD 29 (??/??/92)   85.718  (m)          281.23   (f) ADJ UNCH    2 0
 BY2170
 BY2170.Superseded values are not recommended for survey control.
 BY2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2170.See file dsdata.txt to determine how the superseded data were derived.
 BY2170
 BY2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR389060(NAD 83)
 BY2170_MARKER: DB = BENCH MARK DISK
 BY2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2170_STAMPING: R 406 1947
 BY2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2170+STABILITY: SURFACE MOTION
 BY2170
 BY2170  HISTORY     - Date     Condition        Report By
 BY2170  HISTORY     - 1947     MONUMENTED       CGS
 BY2170  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2170
 BY2170                          STATION DESCRIPTION
 BY2170
 BY2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2170'11.5 MI W FROM ELKHART.
 BY2170'ABOUT 11.5 MILES WEST ALONG STATE HIGHWAY NO.294 FROM THE ELKHART
 BY2170'STATE BANK AT ELKHART, ABOUT 80 YARDS NORTH OF AND ACROSS THE HIGHWAY
 BY2170'FROM A FARMHOUSE, 81.7 FEET WEST OF THE SOUTHWEST END OF THE NORTHWEST
 BY2170'HEADWALL OF A CONCRETE CULVERT, 70.0 FEET SOUTHWEST OF A FENCE CORNER,
 BY2170'47.5 FEET NORTHWEST OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE
 BY2170'OF THE HIGHWAY, 37.0 FEET SOUTH OF A THIRTY INCH OAK TREE, 1.0 FOOT
 BY2170'SOUTHEAST OF A FENCE AND 1.0 FOOT NORTHEAST OF A 4 X 4 IN. MARKER
 BY2170'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY2170'WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
 BY2170
 BY2170                          STATION RECOVERY (1980)
 BY2170
 BY2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1808 ***********************************************************************
 BY1808  DESIGNATION -  R 407
 BY1808  PID         -  BY1808
 BY1808  STATE/COUNTY-  TX/HOUSTON
 BY1808  USGS QUAD   -  HAYS SPRING (1964)
 BY1808
 BY1808                         *CURRENT SURVEY CONTROL
 BY1808  ___________________________________________________________________
 BY1808* NAD 83(1986)-  31 23 21.     (N)    095 34 45.     (W)     SCALED    
 BY1808* NAVD 88     -       109.72   (+/-2cm)     360.0    (feet)  VERTCON   
 BY1808  ___________________________________________________________________
 BY1808  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY1808
 BY1808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1808
 BY1808.The horizontal coordinates were scaled from a topographic map and have
 BY1808.an estimated accuracy of +/- 6 seconds.
 BY1808
 BY1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1808.The vertical order pertains to the NGVD 29 superseded value.
 BY1808
 BY1808.The geoid height was determined by GEOID03.
 BY1808
 BY1808;                    North         East    Units  Estimated Accuracy
 BY1808;SPC TX C     - 3,200,610.    1,152,010.      MT  (+/- 180 meters Scaled)
 BY1808
 BY1808                          SUPERSEDED SURVEY CONTROL
 BY1808
 BY1808  NGVD 29 (??/??/92)  109.704  (m)          359.92   (f) ADJ UNCH    2 0
 BY1808
 BY1808.Superseded values are not recommended for survey control.
 BY1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1808.See file dsdata.txt to determine how the superseded data were derived.
 BY1808
 BY1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ547756(NAD 83)
 BY1808_MARKER: DB = BENCH MARK DISK
 BY1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1808_STAMPING: R 407 1947
 BY1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1808+STABILITY: SURFACE MOTION
 BY1808
 BY1808  HISTORY     - Date     Condition        Report By
 BY1808  HISTORY     - 1947     MONUMENTED       CGS
 BY1808
 BY1808                          STATION DESCRIPTION
 BY1808
 BY1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1808'9.7 MI NW FROM CROCKETT.
 BY1808'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1808'HIGHWAY NO. 287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1808'NORTHWESTERLY 9.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, 71.8
 BY1808'FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST TO
 BY1808'WHEELER SPRING SCHOOL, 38.7 FEET NORTH OF AND ABOUT 2.5 FEET HIGHER
 BY1808'THAN THE CENTER LINE OF THE ROAD, 19.2 FEET SOUTH OF A TEN INCH OAK
 BY1808'TREE AND 2.0 FEET EAST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY1808'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BY1808'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0438 ***********************************************************************
 CS0438  DESIGNATION -  R 408
 CS0438  PID         -  CS0438
 CS0438  STATE/COUNTY-  TX/HENDERSON
 CS0438  USGS QUAD   -  STYX (1962)
 CS0438
 CS0438                         *CURRENT SURVEY CONTROL
 CS0438  ___________________________________________________________________
 CS0438* NAD 83(1986)-  32 19 56.     (N)    096 20 37.     (W)     SCALED    
 CS0438* NAVD 88     -       112.677  (meters)     369.67   (feet)  ADJUSTED  
 CS0438  ___________________________________________________________________
 CS0438  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0438  DYNAMIC HT  -         112.549 (meters)     369.25  (feet)  COMP
 CS0438  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 CS0438
 CS0438  VERT ORDER  -  SECOND    CLASS 0
 CS0438
 CS0438.The horizontal coordinates were scaled from a topographic map and have
 CS0438.an estimated accuracy of +/- 6 seconds.
 CS0438
 CS0438.The orthometric height was determined by differential leveling
 CS0438.and adjusted by the National Geodetic Survey in June 1991..
 CS0438
 CS0438.The geoid height was determined by GEOID03.
 CS0438
 CS0438.The dynamic height is computed by dividing the NAVD 88
 CS0438.geopotential number by the normal gravity value computed on the
 CS0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0438.degrees latitude (g = 980.6199 gals.).
 CS0438
 CS0438.The modeled gravity was interpolated from observed gravity values.
 CS0438
 CS0438;                    North         East    Units  Estimated Accuracy
 CS0438;SPC TXNC     - 2,075,890.      803,000.      MT  (+/- 180 meters Scaled)
 CS0438
 CS0438                          SUPERSEDED SURVEY CONTROL
 CS0438
 CS0438  NGVD 29 (??/??/92)  112.684  (m)          369.70   (f) ADJ UNCH    2 0
 CS0438
 CS0438.Superseded values are not recommended for survey control.
 CS0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0438.See file dsdata.txt to determine how the superseded data were derived.
 CS0438
 CS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA500803(NAD 83)
 CS0438_MARKER: DB = BENCH MARK DISK
 CS0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0438_STAMPING: R 408 1947
 CS0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0438+STABILITY: SURFACE MOTION
 CS0438
 CS0438  HISTORY     - Date     Condition        Report By
 CS0438  HISTORY     - 1947     MONUMENTED       CGS
 CS0438  HISTORY     - 1959     GOOD             NGS
 CS0438
 CS0438                          STATION DESCRIPTION
 CS0438
 CS0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0438'2.5 MI SW FROM STYX.
 CS0438'TO REACH FROM THE SCHOOL AT STYX, PROCEED 1.7 MILE SOUTH ALONG A
 CS0438'GRAVEL AND DIRT ROAD TO A DIRT CROSS ROAD, THENCE 0.8 MILE WEST ALONG
 CS0438'A DIRT ROAD, BENCH MARK IS 0.1 MILE WEST OF THE JUNCTION OF A DIRT
 CS0438'ROAD LEADING NORTH, 105.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 CS0438'PORTION OF THE ROAD AT A RIGHT ANGLE TURN, 112.0 FEET EAST OF THE EAST
 CS0438'EDGE OF A SMALL POND, 18.0 FEET NORTH OF THE EAST-WEST PORTION OF THE
 CS0438'ROAD, 7.5 FEET WEST OF A FENCE CORNER POST, 4.0 FEET EAST OF A
 CS0438'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 CS0438'ROAD AND PROJECTING 0.2 FOOT.
 CS0438
 CS0438                          STATION RECOVERY (1959)
 CS0438
 CS0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CS0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2332 ***********************************************************************
 BY2332  DESIGNATION -  R 409
 BY2332  PID         -  BY2332
 BY2332  STATE/COUNTY-  TX/FREESTONE
 BY2332  USGS QUAD   -  BUTLER (1964)
 BY2332
 BY2332                         *CURRENT SURVEY CONTROL
 BY2332  ___________________________________________________________________
 BY2332* NAD 83(1986)-  31 42 34.     (N)    095 54 17.     (W)     SCALED    
 BY2332* NAVD 88     -       110.889  (meters)     363.81   (feet)  ADJUSTED  
 BY2332  ___________________________________________________________________
 BY2332  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BY2332  DYNAMIC HT  -         110.756 (meters)     363.37  (feet)  COMP
 BY2332  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 BY2332
 BY2332  VERT ORDER  -  SECOND    CLASS 0
 BY2332
 BY2332.The horizontal coordinates were scaled from a topographic map and have
 BY2332.an estimated accuracy of +/- 6 seconds.
 BY2332
 BY2332.The orthometric height was determined by differential leveling
 BY2332.and adjusted by the National Geodetic Survey in June 1991..
 BY2332
 BY2332.The geoid height was determined by GEOID03.
 BY2332
 BY2332.The dynamic height is computed by dividing the NAVD 88
 BY2332.geopotential number by the normal gravity value computed on the
 BY2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2332.degrees latitude (g = 980.6199 gals.).
 BY2332
 BY2332.The modeled gravity was interpolated from observed gravity values.
 BY2332
 BY2332;                    North         East    Units  Estimated Accuracy
 BY2332;SPC TX C     - 3,234,810.    1,119,660.      MT  (+/- 180 meters Scaled)
 BY2332
 BY2332                          SUPERSEDED SURVEY CONTROL
 BY2332
 BY2332  NGVD 29 (??/??/92)  110.873  (m)          363.76   (f) ADJ UNCH    2 0
 BY2332
 BY2332.Superseded values are not recommended for survey control.
 BY2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2332.See file dsdata.txt to determine how the superseded data were derived.
 BY2332
 BY2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR247119(NAD 83)
 BY2332_MARKER: DB = BENCH MARK DISK
 BY2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2332_STAMPING: R 409 1947
 BY2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2332+STABILITY: SURFACE MOTION
 BY2332
 BY2332  HISTORY     - Date     Condition        Report By
 BY2332  HISTORY     - 1947     MONUMENTED       CGS
 BY2332
 BY2332                          STATION DESCRIPTION
 BY2332
 BY2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2332'8.0 MI N FROM BUTLER.
 BY2332'2.8 MILES EAST ALONG U.S. HIGHWAY NO.84 AND 5.2 MILES NORTHWEST ALONG
 BY2332'A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER, AT THE
 BY2332'NORTHEAST END OF A SHORT PROMINENT DOUBLE TURN IN THE ROAD, 59.0 FEET
 BY2332'SOUTH OF ONE 3 FOOT OAK TREE AND 38.0 FEET SOUTHWEST OF ANOTHER 3 FOOT
 BY2332'OAK TREE, 41.5 FEET SOUTHWEST OF THE CENTER OF THE NORTHWEST-SOUTHEAST
 BY2332'SECTION OF THE ROAD AND 21.0 FEET NORTHWEST OF THE CENTER OF THE
 BY2332'NORTHEAST-SOUTHWEST SECTION OF THE ROAD, 4.0 FEET NORTHWEST OF THE
 BY2332'NORTHWEST RIGHT-OF-WAY FENCE, 2.2 FEET NORTHEAST OF A REFERENCE POST,
 BY2332'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BY2332'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0342 ***********************************************************************
 BZ0342  DESIGNATION -  R 410
 BZ0342  PID         -  BZ0342
 BZ0342  STATE/COUNTY-  TX/FREESTONE
 BZ0342  USGS QUAD   -  TURLINGTON (1982)
 BZ0342
 BZ0342                         *CURRENT SURVEY CONTROL
 BZ0342  ___________________________________________________________________
 BZ0342* NAD 83(1986)-  31 44 57.     (N)    096 01 40.     (W)     SCALED    
 BZ0342* NAVD 88     -       148.495  (meters)     487.19   (feet)  ADJUSTED  
 BZ0342  ___________________________________________________________________
 BZ0342  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BZ0342  DYNAMIC HT  -         148.317 (meters)     486.60  (feet)  COMP
 BZ0342  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 BZ0342
 BZ0342  VERT ORDER  -  SECOND    CLASS 0
 BZ0342
 BZ0342.The horizontal coordinates were scaled from a topographic map and have
 BZ0342.an estimated accuracy of +/- 6 seconds.
 BZ0342
 BZ0342.The orthometric height was determined by differential leveling
 BZ0342.and adjusted by the National Geodetic Survey in June 1991..
 BZ0342
 BZ0342.The geoid height was determined by GEOID03.
 BZ0342
 BZ0342.The dynamic height is computed by dividing the NAVD 88
 BZ0342.geopotential number by the normal gravity value computed on the
 BZ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0342.degrees latitude (g = 980.6199 gals.).
 BZ0342
 BZ0342.The modeled gravity was interpolated from observed gravity values.
 BZ0342
 BZ0342;                    North         East    Units  Estimated Accuracy
 BZ0342;SPC TX C     - 3,238,760.    1,107,830.      MT  (+/- 180 meters Scaled)
 BZ0342
 BZ0342                          SUPERSEDED SURVEY CONTROL
 BZ0342
 BZ0342  NGVD 29 (??/??/92)  148.482  (m)          487.14   (f) ADJ UNCH    2 0
 BZ0342
 BZ0342.Superseded values are not recommended for survey control.
 BZ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0342.See file dsdata.txt to determine how the superseded data were derived.
 BZ0342
 BZ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA815164(NAD 83)
 BZ0342_MARKER: DB = BENCH MARK DISK
 BZ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0342_STAMPING: R 410 1947
 BZ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0342+STABILITY: SURFACE MOTION
 BZ0342
 BZ0342  HISTORY     - Date     Condition        Report By
 BZ0342  HISTORY     - 1947     MONUMENTED       CGS
 BZ0342
 BZ0342                          STATION DESCRIPTION
 BZ0342
 BZ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0342'5.2 MI NE FROM TURLINGTON.
 BZ0342'TO REACH FROM THE TURLINGTON GROCERY STORE AT TURLINGTON, PROCEED 0.2
 BZ0342'MILE EAST ALONG U.S. HIGHWAY NO. 84, THENCE 5.0 MILES NORTHEAST ALONG
 BZ0342'A DIRT ROAD, BENCH MARK IS IN THE Y FORMED BY THE JUNCTION OF A DIRT
 BZ0342'ROAD LEADING NORTH, 43.0 FEET SOUTHWEST OF THE SOUTHWEST WALL OF A
 BZ0342'SMALL FARM HOUSE, 40.0 FEET NORTHWEST OF THE CENTER OF THE
 BZ0342'NORTHEAST-SOUTHWEST ROAD, 30.0 FEET EAST OF THE CENTER OF THE
 BZ0342'NORTH-SOUTH ROAD, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN A
 BZ0342'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1
 BZ0342'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0260 ***********************************************************************
 BZ0260  DESIGNATION -  R 411
 BZ0260  PID         -  BZ0260
 BZ0260  STATE/COUNTY-  TX/NAVARRO
 BZ0260  USGS QUAD   -  WINKLER (1982)
 BZ0260
 BZ0260                         *CURRENT SURVEY CONTROL
 BZ0260  ___________________________________________________________________
 BZ0260* NAD 83(1986)-  31 58 49.     (N)    096 14 46.     (W)     SCALED    
 BZ0260* NAVD 88     -        94.130  (meters)     308.82   (feet)  ADJUSTED  
 BZ0260  ___________________________________________________________________
 BZ0260  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 BZ0260  DYNAMIC HT  -          94.020 (meters)     308.46  (feet)  COMP
 BZ0260  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 BZ0260
 BZ0260  VERT ORDER  -  SECOND    CLASS 0
 BZ0260
 BZ0260.The horizontal coordinates were scaled from a topographic map and have
 BZ0260.an estimated accuracy of +/- 6 seconds.
 BZ0260
 BZ0260.The orthometric height was determined by differential leveling
 BZ0260.and adjusted by the National Geodetic Survey in June 1991..
 BZ0260
 BZ0260.The geoid height was determined by GEOID03.
 BZ0260
 BZ0260.The dynamic height is computed by dividing the NAVD 88
 BZ0260.geopotential number by the normal gravity value computed on the
 BZ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0260.degrees latitude (g = 980.6199 gals.).
 BZ0260
 BZ0260.The modeled gravity was interpolated from observed gravity values.
 BZ0260
 BZ0260;                    North         East    Units  Estimated Accuracy
 BZ0260;SPC TXNC     - 2,037,060.      813,020.      MT  (+/- 180 meters Scaled)
 BZ0260
 BZ0260                          SUPERSEDED SURVEY CONTROL
 BZ0260
 BZ0260  NGVD 29 (??/??/92)   94.126  (m)          308.81   (f) ADJ UNCH    2 0
 BZ0260
 BZ0260.Superseded values are not recommended for survey control.
 BZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0260.See file dsdata.txt to determine how the superseded data were derived.
 BZ0260
 BZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA602415(NAD 83)
 BZ0260_MARKER: DB = BENCH MARK DISK
 BZ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0260_STAMPING: R 411 1947
 BZ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0260+STABILITY: SURFACE MOTION
 BZ0260
 BZ0260  HISTORY     - Date     Condition        Report By
 BZ0260  HISTORY     - 1947     MONUMENTED       CGS
 BZ0260
 BZ0260                          STATION DESCRIPTION
 BZ0260
 BZ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0260'4.75 MI SE FROM EUREKA.
 BZ0260'TO REACH FROM THE POST OFFICE AT EUREKA, PROCEED 2.7 MILES EAST ALONG
 BZ0260'U.S. HIGHWAY NO.287 TO A DIRT ROAD LEADING TOWARD WINKLER, THENCE 0.8
 BZ0260'MILE SOUTHWEST AND 1.25 MILE SOUTHEAST ALONG A DIRT ROAD, BENCH MARK
 BZ0260'IS AT THE TOP OF A PROMINENT HILL BETWEEN A SMALL CREEK AND THE EDGE
 BZ0260'OF THE RICHLAND CREEK BOTTOM, 0.45 MILE NORTHWEST OF A STEEL BRIDGE
 BZ0260'OVER RICHLAND CREEK, 0.2 MILE NORTHWEST OF THE NORTH END OF A ONE LANE
 BZ0260'CONCRETE SLAB ACROSS THE RICHLAND CREEK BOTTOM, 360.0 FEET SOUTHEAST
 BZ0260'OF THE CENTER OF A SHORT CONCRETE SLAB ACROSS A SMALL CREEK, 28.5 FEET
 BZ0260'NORTHEAST OF THE CENTER OF THE ROAD, 3.0 FEET NORTHEAST OF THE
 BZ0260'NORTHEAST RIGHT-OF-WAY FENCE, 2.0 FEET SOUTHEAST OF A REFERENCE POST,
 BZ0260'SET IN A CONCRETE POST ABOUT 3 FEET ABOVE THE ROAD AND PROJECTING 0.2
 BZ0260'FOOT.  NOTE-- THIS BENCH MARK IS ALSO 0.7 MILE WEST AND 3.8 MILES
 BZ0260'NORTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WINKLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1342 ***********************************************************************
 BL1342  DESIGNATION -  R 412
 BL1342  PID         -  BL1342
 BL1342  STATE/COUNTY-  TX/SAN JACINTO
 BL1342  USGS QUAD   -  BEAR CREEK (1976)
 BL1342
 BL1342                         *CURRENT SURVEY CONTROL
 BL1342  ___________________________________________________________________
 BL1342* NAD 83(1986)-  30 27 25.     (N)    095 10 48.     (W)     SCALED    
 BL1342* NAVD 88     -        79.11   (+/-2cm)     259.5    (feet)  VERTCON   
 BL1342  ___________________________________________________________________
 BL1342  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL1342
 BL1342  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1342
 BL1342.The horizontal coordinates were scaled from a topographic map and have
 BL1342.an estimated accuracy of +/- 6 seconds.
 BL1342
 BL1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1342.The vertical order pertains to the NGVD 29 superseded value.
 BL1342
 BL1342.The geoid height was determined by GEOID03.
 BL1342
 BL1342;                    North         East    Units  Estimated Accuracy
 BL1342;SPC TX C     - 3,099,070.    1,194,720.      MT  (+/- 180 meters Scaled)
 BL1342
 BL1342                          SUPERSEDED SURVEY CONTROL
 BL1342
 BL1342  NGVD 29 (??/??/92)   79.121  (m)          259.58   (f) ADJ UNCH    2 0
 BL1342
 BL1342.Superseded values are not recommended for survey control.
 BL1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1342.See file dsdata.txt to determine how the superseded data were derived.
 BL1342
 BL1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP906714(NAD 83)
 BL1342_MARKER: DB = BENCH MARK DISK
 BL1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1342_STAMPING: R 412 1947
 BL1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1342+STABILITY: SURFACE MOTION
 BL1342
 BL1342  HISTORY     - Date     Condition        Report By
 BL1342  HISTORY     - 1947     MONUMENTED       CGS
 BL1342
 BL1342                          STATION DESCRIPTION
 BL1342
 BL1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1342'8.3 MI S FROM EVERGREEN.
 BL1342'8.3 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1342'POST OFFICE AT EVERGREEN, 27.0 FEET NORTHEAST OF AND LEVEL WITH THE
 BL1342'CENTER LINE OF THE HIGHWAY, 15.1 FEET NORTHWEST OF A TRIANGULAR BLAZED
 BL1342'14 INCH PINE TREE, 12.3 FEET SOUTHEAST OF A 10 INCH PINE TREE, 1.7
 BL1342'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BL1342'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0946 ***********************************************************************
 CS0946  DESIGNATION -  R 413
 CS0946  PID         -  CS0946
 CS0946  STATE/COUNTY-  TX/NAVARRO
 CS0946  USGS QUAD   -  CORBET (1978)
 CS0946
 CS0946                         *CURRENT SURVEY CONTROL
 CS0946  ___________________________________________________________________
 CS0946* NAD 83(1986)-  32 02 45.     (N)    096 30 39.     (W)     SCALED    
 CS0946* NAVD 88     -       129.665  (meters)     425.41   (feet)  ADJUSTED  
 CS0946  ___________________________________________________________________
 CS0946  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0946  DYNAMIC HT  -         129.514 (meters)     424.91  (feet)  COMP
 CS0946  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 CS0946
 CS0946  VERT ORDER  -  SECOND    CLASS 0
 CS0946
 CS0946.The horizontal coordinates were scaled from a topographic map and have
 CS0946.an estimated accuracy of +/- 6 seconds.
 CS0946
 CS0946.The orthometric height was determined by differential leveling
 CS0946.and adjusted by the National Geodetic Survey in June 1991..
 CS0946
 CS0946.The geoid height was determined by GEOID03.
 CS0946
 CS0946.The dynamic height is computed by dividing the NAVD 88
 CS0946.geopotential number by the normal gravity value computed on the
 CS0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0946.degrees latitude (g = 980.6199 gals.).
 CS0946
 CS0946.The modeled gravity was interpolated from observed gravity values.
 CS0946
 CS0946;                    North         East    Units  Estimated Accuracy
 CS0946;SPC TXNC     - 2,043,830.      787,860.      MT  (+/- 180 meters Scaled)
 CS0946
 CS0946                          SUPERSEDED SURVEY CONTROL
 CS0946
 CS0946  NGVD 29 (??/??/92)  129.655  (m)          425.38   (f) ADJ UNCH    2 0
 CS0946
 CS0946.Superseded values are not recommended for survey control.
 CS0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0946.See file dsdata.txt to determine how the superseded data were derived.
 CS0946
 CS0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA350482(NAD 83)
 CS0946_MARKER: DB = BENCH MARK DISK
 CS0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0946_STAMPING: R 413 1947
 CS0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0946+STABILITY: SURFACE MOTION
 CS0946
 CS0946  HISTORY     - Date     Condition        Report By
 CS0946  HISTORY     - 1947     MONUMENTED       CGS
 CS0946
 CS0946                          STATION DESCRIPTION
 CS0946
 CS0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0946'4.3 MI SW FROM CORSICANA.
 CS0946'4.3 MILES SOUTHWEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 CS0946'THE UNION STATION AT CORSICANA, AT THE TOP OF A HILL, 108 FEET
 CS0946'NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 38 FEET NORTHWEST
 CS0946'OF THE NORTHWEST RAIL, 8 FEET NORTHWEST OF THE SECOND POLE SOUTHWEST
 CS0946'OF POLE 625/20, 2 FEET NORTHEAST OF A 4X4 MARKER POST.  A BRONZE DISK
 CS0946'SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT THE SAME ELEVATION AS
 CS0946'THE TRACK AND PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1979 ***********************************************************************
 BY1979  DESIGNATION -  R 414
 BY1979  PID         -  BY1979
 BY1979  STATE/COUNTY-  TX/HOUSTON
 BY1979  USGS QUAD   -  WELDON (1972)
 BY1979
 BY1979                         *CURRENT SURVEY CONTROL
 BY1979  ___________________________________________________________________
 BY1979* NAD 83(1986)-  31 05 47.     (N)    095 31 48.     (W)     SCALED    
 BY1979* NAVD 88     -        98.18   (+/-2cm)     322.1    (feet)  VERTCON   
 BY1979  ___________________________________________________________________
 BY1979  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1979
 BY1979  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1979
 BY1979.The horizontal coordinates were scaled from a topographic map and have
 BY1979.an estimated accuracy of +/- 6 seconds.
 BY1979
 BY1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1979.The vertical order pertains to the NGVD 29 superseded value.
 BY1979
 BY1979.The geoid height was determined by GEOID03.
 BY1979
 BY1979;                    North         East    Units  Estimated Accuracy
 BY1979;SPC TX C     - 3,168,380.    1,158,080.      MT  (+/- 180 meters Scaled)
 BY1979
 BY1979                          SUPERSEDED SURVEY CONTROL
 BY1979
 BY1979  NGVD 29 (??/??/92)   98.190  (m)          322.14   (f) ADJ UNCH    2 0
 BY1979
 BY1979.Superseded values are not recommended for survey control.
 BY1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1979.See file dsdata.txt to determine how the superseded data were derived.
 BY1979
 BY1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ586430(NAD 83)
 BY1979_MARKER: DB = BENCH MARK DISK
 BY1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1979_STAMPING: R 414 1947
 BY1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1979+STABILITY: SURFACE MOTION
 BY1979
 BY1979  HISTORY     - Date     Condition        Report By
 BY1979  HISTORY     - 1947     MONUMENTED       CGS
 BY1979
 BY1979                          STATION DESCRIPTION
 BY1979
 BY1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1979'4.1 MI S FROM POST OAK.
 BY1979'4.1 MILES SOUTH ALONG A DIRT ROAD WHICH LEADS TO WELDON FROM PEARSONS
 BY1979'CHAPEL SCHOOL AT POST OAK, AT THE TOP OF A HILL AND 0.7 MILE NORTH OF
 BY1979'THE CENTER HILL SCHOOL, 77.0 FEET SOUTHWEST OF THE CENTER OF THE
 BY1979'INTERSECTION OF A DIRT ROAD LEADING SOUTHEAST, 39.0 FEET WEST OF THE
 BY1979'CENTER OF THE NORTH-SOUTH ROAD, 3.0 FEET NORTH OF A REFERENCE POST,
 BY1979'SET IN A CONCRETE POST DIRECTLY UNDER AN R E A CO-OP POWER LINE, ABOUT
 BY1979'THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1688 ***********************************************************************
 BY1688  DESIGNATION -  R 416 RESET 1954
 BY1688  PID         -  BY1688
 BY1688  STATE/COUNTY-  TX/LEON
 BY1688  USGS QUAD   -  CENTERVILLE (1964)
 BY1688
 BY1688                         *CURRENT SURVEY CONTROL
 BY1688  ___________________________________________________________________
 BY1688* NAD 83(1986)-  31 22 05.     (N)    095 57 23.     (W)     SCALED    
 BY1688* NAVD 88     -       134.62   (+/-2cm)     441.7    (feet)  VERTCON   
 BY1688  ___________________________________________________________________
 BY1688  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY1688
 BY1688  VERT ORDER  -  THIRD (See Below)
 BY1688
 BY1688.The horizontal coordinates were scaled from a topographic map and have
 BY1688.an estimated accuracy of +/- 6 seconds.
 BY1688
 BY1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1688.The vertical order pertains to the NGVD 29 superseded value.
 BY1688
 BY1688.The geoid height was determined by GEOID03.
 BY1688
 BY1688;                    North         East    Units  Estimated Accuracy
 BY1688;SPC TX C     - 3,196,800.    1,116,260.      MT  (+/- 180 meters Scaled)
 BY1688
 BY1688                          SUPERSEDED SURVEY CONTROL
 BY1688
 BY1688  NGVD 29 (??/??/??)  134.59   (m)          441.6    (f) RESET       3  
 BY1688
 BY1688.Superseded values are not recommended for survey control.
 BY1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1688.See file dsdata.txt to determine how the superseded data were derived.
 BY1688
 BY1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ187741(NAD 83)
 BY1688_MARKER: DB = BENCH MARK DISK
 BY1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1688_STAMPING: R 416 RESET 1954
 BY1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1688+STABILITY: SURFACE MOTION
 BY1688
 BY1688  HISTORY     - Date     Condition        Report By
 BY1688  HISTORY     - 1954     MONUMENTED       CGS
 BY1688
 BY1688                          STATION DESCRIPTION
 BY1688
 BY1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BY1688'10.7 MI SE FROM BUFFALO.
 BY1688'AT THE SITE OF OLD MIDWAY SCHOOL, NOW VACATED, IN THE TIMBERED SAND
 BY1688'HILLS SOUTHEAST OF BUFFALO, REACHED BY GOING SOUTH FROM BUFFALO ON
 BY1688'HIGHWAY NO. 75, 8.0 MILES, THEN EAST ON F.M.NO. 1618, 02.7 MILES TO
 BY1688'THE MARK ON THE LEFT OR NORTH.  A STANDARD DISK STAMPED AS ABOVE AND
 BY1688'SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES, 2 FEET EAST
 BY1688'OF A 4 X 4 WITNESS POST, 2 FEET NORTH OF THE NORTH RIGHT-OF-WAY LINE
 BY1688'OF HIGHWAY NO. 1618 AND 26 YARDS WEST OF THE CENTERLINE OF A
 BY1688'NORTH-SOUTH ROAD.  IT IS ABOUT 100 YARDS EAST, SOUTHEAST OF A WHITE
 BY1688'HOUSE AND IN THE SOUTHEAST CORNER OF THE OLD SCHOOL YARD AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1733 ***********************************************************************
 BY1733  DESIGNATION -  R 417
 BY1733  PID         -  BY1733
 BY1733  STATE/COUNTY-  TX/LEON
 BY1733  USGS QUAD   -  EUNICE (1964)
 BY1733
 BY1733                         *CURRENT SURVEY CONTROL
 BY1733  ___________________________________________________________________
 BY1733* NAD 83(1986)-  31 22 26.     (N)    095 51 53.     (W)     SCALED    
 BY1733* NAVD 88     -       156.94   (+/-2cm)     514.9    (feet)  VERTCON   
 BY1733  ___________________________________________________________________
 BY1733  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY1733
 BY1733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1733
 BY1733.The horizontal coordinates were scaled from a topographic map and have
 BY1733.an estimated accuracy of +/- 6 seconds.
 BY1733
 BY1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1733.The vertical order pertains to the NGVD 29 superseded value.
 BY1733
 BY1733.The geoid height was determined by GEOID03.
 BY1733
 BY1733;                    North         East    Units  Estimated Accuracy
 BY1733;SPC TX C     - 3,197,790.    1,124,940.      MT  (+/- 180 meters Scaled)
 BY1733
 BY1733                          SUPERSEDED SURVEY CONTROL
 BY1733
 BY1733  NGVD 29 (??/??/92)  156.913  (m)          514.81   (f) ADJ UNCH    2 0
 BY1733
 BY1733.Superseded values are not recommended for survey control.
 BY1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1733.See file dsdata.txt to determine how the superseded data were derived.
 BY1733
 BY1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ275745(NAD 83)
 BY1733_MARKER: DB = BENCH MARK DISK
 BY1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1733_STAMPING: R 417 1947
 BY1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1733+STABILITY: SURFACE MOTION
 BY1733
 BY1733  HISTORY     - Date     Condition        Report By
 BY1733  HISTORY     - 1947     MONUMENTED       CGS
 BY1733
 BY1733                          STATION DESCRIPTION
 BY1733
 BY1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1733'1.0 MI SW FROM RUSSELL.
 BY1733'TO REACH FROM THE POST OFFICE AT RUSSELL GO SOUTHWEST 1.0 MILE ALONG A
 BY1733'DIRT ROAD TO SITE OF MARK, BENCH MARK IS 27.8 FEET SOUTHWEST OF THE
 BY1733'SOUTHWEST END OF A WOVEN WIRE GATE, 17.5 FEET SOUTHWEST OF A FOURTEEN
 BY1733'INCH HICKORY TREE, 14.0 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE
 BY1733'CENTER LINE OF THE ROAD, 1.0 FOOT NORTHWEST OF A SOUTHWEST-NORTHEAST
 BY1733'FENCE LINE AND 1.0 FOOT NORTHEAST OF A 4 X 4 IN. MARKER POST.  A
 BY1733'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1733'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0384 ***********************************************************************
 BZ0384  DESIGNATION -  R 418 RESET 1966
 BZ0384  PID         -  BZ0384
 BZ0384  STATE/COUNTY-  TX/LEON
 BZ0384  USGS QUAD   -  BUFFALO (1982)
 BZ0384
 BZ0384                         *CURRENT SURVEY CONTROL
 BZ0384  ___________________________________________________________________
 BZ0384* NAD 83(1986)-  31 27 06.     (N)    096 04 26.     (W)     SCALED    
 BZ0384* NAVD 88     -       119.122  (meters)     390.82   (feet)  ADJUSTED  
 BZ0384  ___________________________________________________________________
 BZ0384  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BZ0384  DYNAMIC HT  -         118.976 (meters)     390.34  (feet)  COMP
 BZ0384  MODELED GRAV-     979,407.6   (mgal)                       NAVD 88
 BZ0384
 BZ0384  VERT ORDER  -  FIRST     CLASS II
 BZ0384
 BZ0384.The horizontal coordinates were scaled from a topographic map and have
 BZ0384.an estimated accuracy of +/- 6 seconds.
 BZ0384
 BZ0384.The orthometric height was determined by differential leveling
 BZ0384.and adjusted by the National Geodetic Survey in June 1991..
 BZ0384
 BZ0384.The geoid height was determined by GEOID03.
 BZ0384
 BZ0384.The dynamic height is computed by dividing the NAVD 88
 BZ0384.geopotential number by the normal gravity value computed on the
 BZ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0384.degrees latitude (g = 980.6199 gals.).
 BZ0384
 BZ0384.The modeled gravity was interpolated from observed gravity values.
 BZ0384
 BZ0384;                    North         East    Units  Estimated Accuracy
 BZ0384;SPC TX C     - 3,205,630.    1,104,730.      MT  (+/- 180 meters Scaled)
 BZ0384
 BZ0384                          SUPERSEDED SURVEY CONTROL
 BZ0384
 BZ0384  NGVD 29 (??/??/??)  119.08   (m)          390.7    (f) RESET       3  
 BZ0384
 BZ0384.Superseded values are not recommended for survey control.
 BZ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0384.See file dsdata.txt to determine how the superseded data were derived.
 BZ0384
 BZ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV780833(NAD 83)
 BZ0384_MARKER: DB = BENCH MARK DISK
 BZ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0384_STAMPING: R 418 RESET 1966
 BZ0384_PROJECTION: PROJECTING 6 CENTIMETERS
 BZ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0384+STABILITY: SURFACE MOTION
 BZ0384
 BZ0384  HISTORY     - Date     Condition        Report By
 BZ0384  HISTORY     - 1966     MONUMENTED       CGS
 BZ0384  HISTORY     - 1980     GOOD             NGS
 BZ0384  HISTORY     - 1990     GOOD             USPSQD
 BZ0384
 BZ0384                          STATION DESCRIPTION
 BZ0384
 BZ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BZ0384'0.8 MI W FROM BUFFALO.
 BZ0384'ABOUT 0.8 MILE WEST ALONG U. S. HIGHWAY 79 FROM THE JUNCTION OF U. S.
 BZ0384'HIGHWAYS 75 AND 79 IN BUFFALO TO INTERSTATE HIGHWAY 45 AND THE SITE OF
 BZ0384'BENCH MARK, ABOUT 0.1 MILE SOUTH OF U.S. HIGHWAY 79, AT THE SOUTHEAST
 BZ0384'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 45, AND 1 FOOT WEST OF A METAL
 BZ0384'WITNESS POST.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST
 BZ0384'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BZ0384
 BZ0384                          STATION RECOVERY (1980)
 BZ0384
 BZ0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0384'1.3 KM. (0.8 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF
 BZ0384'U.S. HIGHWAY 75 IN BUFFALO, THENCE 0.25 KM. (0.15 MI.) SOUTHEAST
 BZ0384'ALONG A PAVED ROAD LEADING UP A HILL, AT THE FIRST BRICK HOUSE,
 BZ0384'18.0 M. (59.0 FT.) SOUTH OF THE SOUTH CORNER OF THE HOUSE, 20.7 M.
 BZ0384'(68.0 FT.) EAST OF THE CENTERLINE OF THE ROAD, 5.5 M. (18.0 FT.)
 BZ0384'SOUTH OF THE CENTERLINE OF A DRIVE LEADING TO THE HOUSE, 35.0 M.
 BZ0384'(115 FT.) NORTH OF A FIRE HYDRANT, 9.4 M. (31.0 FT.) WEST OF A
 BZ0384'POWERLINE POLE WITH TRANSFORMER, 2.7 M. (9.0 FT.) NORTH OF TELEPHONE
 BZ0384'POLE NUMBER 4-455 WITH WARNING SIGN, 0.5 M. (1.5 FT.) NORTH-NORTHWEST
 BZ0384'OF A FENCE CORNER.
 BZ0384'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BZ0384'THE MARK IS 0.9 M ABOVE THE ROAD.
 BZ0384
 BZ0384                          STATION RECOVERY (1990)
 BZ0384
 BZ0384'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1747 ***********************************************************************
 BY1747  DESIGNATION -  R 419
 BY1747  PID         -  BY1747
 BY1747  STATE/COUNTY-  TX/LEON
 BY1747  USGS QUAD   -  EUNICE (1964)
 BY1747
 BY1747                         *CURRENT SURVEY CONTROL
 BY1747  ___________________________________________________________________
 BY1747* NAD 83(1986)-  31 16 07.     (N)    095 49 50.     (W)     SCALED    
 BY1747* NAVD 88     -       106.94   (+/-2cm)     350.9    (feet)  VERTCON   
 BY1747  ___________________________________________________________________
 BY1747  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY1747
 BY1747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1747
 BY1747.The horizontal coordinates were scaled from a topographic map and have
 BY1747.an estimated accuracy of +/- 6 seconds.
 BY1747
 BY1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1747.The vertical order pertains to the NGVD 29 superseded value.
 BY1747
 BY1747.The geoid height was determined by GEOID03.
 BY1747
 BY1747;                    North         East    Units  Estimated Accuracy
 BY1747;SPC TX C     - 3,186,260.    1,128,660.      MT  (+/- 180 meters Scaled)
 BY1747
 BY1747                          SUPERSEDED SURVEY CONTROL
 BY1747
 BY1747  NGVD 29 (??/??/92)  106.926  (m)          350.81   (f) ADJ UNCH    2 0
 BY1747
 BY1747.Superseded values are not recommended for survey control.
 BY1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1747.See file dsdata.txt to determine how the superseded data were derived.
 BY1747
 BY1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ304628(NAD 83)
 BY1747_MARKER: DB = BENCH MARK DISK
 BY1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1747_STAMPING: R 419 1947
 BY1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1747+STABILITY: SURFACE MOTION
 BY1747
 BY1747  HISTORY     - Date     Condition        Report By
 BY1747  HISTORY     - 1947     MONUMENTED       CGS
 BY1747
 BY1747                          STATION DESCRIPTION
 BY1747
 BY1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1747'1.5 MI NW FROM CENTERVIEW.
 BY1747'TO REACH FROM THE CENTERVIEW HIGH SCHOOL AT CENTERVIEW GO NORTHWEST
 BY1747'1.5 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS
 BY1747'ABOUT 40.0 FEET WEST OF THE CENTER LINE OF TRACK ROAD LEADING SOUTH,
 BY1747'39.0 FEET EAST OF A SIXTEEN INCH OAK TREE, 36.6 FEET SOUTH OF AND
 BY1747'ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 13.6 FEET
 BY1747'SOUTHEAST OF A SEVEN INCH PINE TREE AND FENCE CORNER, 2.0 FEET
 BY1747'NORTHEAST OF A FENCE AND 1.5 FEET NORTHWEST OF A 4X4 IN. MARKER POST.
 BY1747'A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1747'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1887 ***********************************************************************
 BY1887  DESIGNATION -  R 420
 BY1887  PID         -  BY1887
 BY1887  STATE/COUNTY-  TX/LEON
 BY1887  USGS QUAD   -  LEONA (1964)
 BY1887
 BY1887                         *CURRENT SURVEY CONTROL
 BY1887  ___________________________________________________________________
 BY1887* NAD 83(1986)-  31 09 02.     (N)    095 55 25.     (W)     SCALED    
 BY1887* NAVD 88     -        94.49   (+/-2cm)     310.0    (feet)  VERTCON   
 BY1887  ___________________________________________________________________
 BY1887  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BY1887
 BY1887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1887
 BY1887.The horizontal coordinates were scaled from a topographic map and have
 BY1887.an estimated accuracy of +/- 6 seconds.
 BY1887
 BY1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1887.The vertical order pertains to the NGVD 29 superseded value.
 BY1887
 BY1887.The geoid height was determined by GEOID03.
 BY1887
 BY1887;                    North         East    Units  Estimated Accuracy
 BY1887;SPC TX C     - 3,172,830.    1,120,330.      MT  (+/- 180 meters Scaled)
 BY1887
 BY1887                          SUPERSEDED SURVEY CONTROL
 BY1887
 BY1887  NGVD 29 (??/??/92)   94.478  (m)          309.97   (f) ADJ UNCH    2 0
 BY1887
 BY1887.Superseded values are not recommended for survey control.
 BY1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1887.See file dsdata.txt to determine how the superseded data were derived.
 BY1887
 BY1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ212499(NAD 83)
 BY1887_MARKER: DB = BENCH MARK DISK
 BY1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1887_STAMPING: R 420 1947
 BY1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1887+STABILITY: SURFACE MOTION
 BY1887
 BY1887  HISTORY     - Date     Condition        Report By
 BY1887  HISTORY     - 1947     MONUMENTED       CGS
 BY1887  HISTORY     - 1961     GOOD             NGS
 BY1887
 BY1887                          STATION DESCRIPTION
 BY1887
 BY1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1887'3.4 MI E FROM LEONA.
 BY1887'TO REACH FROM THE POST OFFICE AT LEONA GO EASTERLY 2.9 MILES ALONG A
 BY1887'GRADED DIRT ROAD, THENCE SOUTH 0.5 MILE ALONG A GRADED DIRT ROAD TO
 BY1887'SITE OF MARK, BENCH MARK IS AT A T ROAD INTERSECTION, 55.0 FEET EAST
 BY1887'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 40.0 FEET WEST OF THE WEST
 BY1887'END OF A WIRE GATE, 31.1 FEET NORTHEAST OF A FENCE CORNER, 22.4 FEET
 BY1887'SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD LEADING
 BY1887'EAST, 1.5 FEET NORTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4 IN.
 BY1887'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1887'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1887
 BY1887                          STATION RECOVERY (1961)
 BY1887
 BY1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BY1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0302 ***********************************************************************
 BZ0302  DESIGNATION -  R 421
 BZ0302  PID         -  BZ0302
 BZ0302  STATE/COUNTY-  TX/FREESTONE
 BZ0302  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0302
 BZ0302                         *CURRENT SURVEY CONTROL
 BZ0302  ___________________________________________________________________
 BZ0302* NAD 83(1986)-  31 55 05.     (N)    096 01 19.     (W)     SCALED    
 BZ0302* NAVD 88     -        79.012  (meters)     259.23   (feet)  ADJUSTED  
 BZ0302  ___________________________________________________________________
 BZ0302  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BZ0302  DYNAMIC HT  -          78.919 (meters)     258.92  (feet)  COMP
 BZ0302  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 BZ0302
 BZ0302  VERT ORDER  -  SECOND    CLASS 0
 BZ0302
 BZ0302.The horizontal coordinates were scaled from a topographic map and have
 BZ0302.an estimated accuracy of +/- 6 seconds.
 BZ0302
 BZ0302.The orthometric height was determined by differential leveling
 BZ0302.and adjusted by the National Geodetic Survey in June 1991..
 BZ0302
 BZ0302.The geoid height was determined by GEOID03.
 BZ0302
 BZ0302.The dynamic height is computed by dividing the NAVD 88
 BZ0302.geopotential number by the normal gravity value computed on the
 BZ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0302.degrees latitude (g = 980.6199 gals.).
 BZ0302
 BZ0302.The modeled gravity was interpolated from observed gravity values.
 BZ0302
 BZ0302;                    North         East    Units  Estimated Accuracy
 BZ0302;SPC TX C     - 3,257,490.    1,107,660.      MT  (+/- 180 meters Scaled)
 BZ0302
 BZ0302                          SUPERSEDED SURVEY CONTROL
 BZ0302
 BZ0302  NGVD 29 (??/??/92)   79.010  (m)          259.22   (f) ADJ UNCH    2 0
 BZ0302
 BZ0302.Superseded values are not recommended for survey control.
 BZ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0302.See file dsdata.txt to determine how the superseded data were derived.
 BZ0302
 BZ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA815352(NAD 83)
 BZ0302_MARKER: DB = BENCH MARK DISK
 BZ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0302_STAMPING: R 421 1947
 BZ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0302+STABILITY: SURFACE MOTION
 BZ0302
 BZ0302  HISTORY     - Date     Condition        Report By
 BZ0302  HISTORY     - 1947     MONUMENTED       CGS
 BZ0302
 BZ0302                          STATION DESCRIPTION
 BZ0302
 BZ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0302'7.0 MI N FROM YOUNG.
 BZ0302'7.0 MILES NORTH ALONG A DIRT ROAD FROM THE GENERAL STORE AT YOUNG, 3.6
 BZ0302'MILES NORTHEAST ALONG A DIRT ROAD FROM THE AMERADA OIL COMPANY
 BZ0302'HEADQUARTERS, ABOUT 250 FEET NORTHEAST OF THE TOP OF HIGH RIDGE (A
 BZ0302'LARGE PROMINENT SAND HILL LOCALLY KNOWN AS HIGH RIDGE AND IS IN THE
 BZ0302'TEHUACANA CREEK AND THE TRINITY RIVER BOTTOMS), 141.0 FEET WEST OF THE
 BZ0302'WEST CORNER OF THE FRAME HOUSE AT THE STORAGE HEADQUARTERS FOR THE
 BZ0302'WHEELOCH AND COLLINS OIL COMPANY, 44.0 FEET SOUTHEAST OF THE CENTER OF
 BZ0302'THE ROAD, 16.0 FEET NORTHEAST OF A GARDEN FENCE CORNER POST, 2.2 FEET
 BZ0302'NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FEET
 BZ0302'ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0695 ***********************************************************************
 CS0695  DESIGNATION -  R 422
 CS0695  PID         -  CS0695
 CS0695  STATE/COUNTY-  TX/NAVARRO
 CS0695  USGS QUAD   -  GOODLOW PARK (1978)
 CS0695
 CS0695                         *CURRENT SURVEY CONTROL
 CS0695  ___________________________________________________________________
 CS0695* NAD 83(1986)-  32 05 16.     (N)    096 09 20.     (W)     SCALED    
 CS0695* NAVD 88     -        85.094  (meters)     279.18   (feet)  ADJUSTED  
 CS0695  ___________________________________________________________________
 CS0695  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0695  DYNAMIC HT  -          84.996 (meters)     278.86  (feet)  COMP
 CS0695  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 CS0695
 CS0695  VERT ORDER  -  SECOND    CLASS 0
 CS0695
 CS0695.The horizontal coordinates were scaled from a topographic map and have
 CS0695.an estimated accuracy of +/- 6 seconds.
 CS0695
 CS0695.The orthometric height was determined by differential leveling
 CS0695.and adjusted by the National Geodetic Survey in June 1991..
 CS0695
 CS0695.The geoid height was determined by GEOID03.
 CS0695
 CS0695.The dynamic height is computed by dividing the NAVD 88
 CS0695.geopotential number by the normal gravity value computed on the
 CS0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0695.degrees latitude (g = 980.6199 gals.).
 CS0695
 CS0695.The modeled gravity was interpolated from observed gravity values.
 CS0695
 CS0695;                    North         East    Units  Estimated Accuracy
 CS0695;SPC TXNC     - 2,049,170.      821,310.      MT  (+/- 180 meters Scaled)
 CS0695
 CS0695                          SUPERSEDED SURVEY CONTROL
 CS0695
 CS0695  NGVD 29 (??/??/92)   85.098  (m)          279.19   (f) ADJ UNCH    2 0
 CS0695
 CS0695.Superseded values are not recommended for survey control.
 CS0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0695.See file dsdata.txt to determine how the superseded data were derived.
 CS0695
 CS0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA684537(NAD 83)
 CS0695_MARKER: DB = BENCH MARK DISK
 CS0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0695_STAMPING: R 422 1947
 CS0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0695+STABILITY: SURFACE MOTION
 CS0695
 CS0695  HISTORY     - Date     Condition        Report By
 CS0695  HISTORY     - 1947     MONUMENTED       CGS
 CS0695  HISTORY     - 1958     GOOD             USGS
 CS0695
 CS0695                          STATION DESCRIPTION
 CS0695
 CS0695'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0695'2.4 MI S FROM GOODNIGHT.
 CS0695'GOODNIGHT, ABOUT 2.4 MILES SOUTH OF, TO REACH FROM THE SAMARIA BAPTIST
 CS0695'CHURCH AT GOODNIGHT, GO SOUTHWEST ALONG A GRADED DIRT ROAD FOR 1.0
 CS0695'MILE TO A E-JCT.  TURN LEFT (SOUTHEAST) AND PROCEED 1.7 MILES TO AN
 CS0695'ALUMINUM GATE.  CONTINUE SOUTHEAST FOR 0.1 MILE TO SMALL DAM, THENCE
 CS0695'SOUTH FOR 0.1 MILE TO FIELD CORNER AT TIMBER LINE.  BENCH MARK IS 53
 CS0695'FEET SOUTH OF SOUTH END OF FIELD, 30 FEET NORTHEAST OF CENTERLINE OF
 CS0695'ABANDONED ROAD, 18 FEET SOUTHEAST OF A 24 INCH BLAZED OAK. IN A
 CS0695'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND, A STANDARD
 CS0695'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0818 ***********************************************************************
 GL0818  DESIGNATION -  R 423
 GL0818  PID         -  GL0818
 GL0818  STATE/COUNTY-  TX/DALLAM
 GL0818  USGS QUAD   -  SEDAN NE (1970)
 GL0818
 GL0818                         *CURRENT SURVEY CONTROL
 GL0818  ___________________________________________________________________
 GL0818* NAD 83(1986)-  36 07 48.     (N)    103 02 27.     (W)     SCALED    
 GL0818* NAVD 88     -      1366.222  (meters)    4482.35   (feet)  ADJUSTED  
 GL0818  ___________________________________________________________________
 GL0818  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 GL0818  DYNAMIC HT  -        1364.601 (meters)    4477.03  (feet)  COMP
 GL0818  MODELED GRAV-     979,398.6   (mgal)                       NAVD 88
 GL0818
 GL0818  VERT ORDER  -  SECOND    CLASS 0
 GL0818
 GL0818.The horizontal coordinates were scaled from a topographic map and have
 GL0818.an estimated accuracy of +/- 6 seconds.
 GL0818
 GL0818.The orthometric height was determined by differential leveling
 GL0818.and adjusted by the National Geodetic Survey in June 1991..
 GL0818
 GL0818.The geoid height was determined by GEOID03.
 GL0818
 GL0818.The dynamic height is computed by dividing the NAVD 88
 GL0818.geopotential number by the normal gravity value computed on the
 GL0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0818.degrees latitude (g = 980.6199 gals.).
 GL0818
 GL0818.The modeled gravity was interpolated from observed gravity values.
 GL0818
 GL0818;                    North         East    Units  Estimated Accuracy
 GL0818;SPC TX N     - 1,237,380.       61,310.      MT  (+/- 180 meters Scaled)
 GL0818
 GL0818                          SUPERSEDED SURVEY CONTROL
 GL0818
 GL0818  NGVD 29 (??/??/92) 1365.553  (m)         4480.15   (f) ADJ UNCH    2 0
 GL0818
 GL0818.Superseded values are not recommended for survey control.
 GL0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0818.See file dsdata.txt to determine how the superseded data were derived.
 GL0818
 GL0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA762001(NAD 83)
 GL0818_MARKER: DB = BENCH MARK DISK
 GL0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0818_STAMPING: R 423 1955
 GL0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0818+STABILITY: SURFACE MOTION
 GL0818
 GL0818  HISTORY     - Date     Condition        Report By
 GL0818  HISTORY     - 1955     MONUMENTED       CGS
 GL0818  HISTORY     - 1970     MARK NOT FOUND   USGS
 GL0818
 GL0818                          STATION DESCRIPTION
 GL0818
 GL0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0818'17.7 MI S FROM TEXLINE.
 GL0818'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0818'CITY RAILROAD STATION AT TEXLINE, THENCE 0.9 MILE SOUTH ALONG A GRADED
 GL0818'DIRT ROAD, 30 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 GL0818'15 FEET NORTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING WEST,
 GL0818'12 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, 2.5 FEET NORTH
 GL0818'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0818'0.4 FOOT ABOVE THE GROUND.
 GL0818
 GL0818                          STATION RECOVERY (1970)
 GL0818
 GL0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GL0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0045 ***********************************************************************
 EN0045  DESIGNATION -  R 425 RESET 1937
 EN0045  PID         -  EN0045
 EN0045  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0045  USGS QUAD   -  WELLINGTON NW (1982)
 EN0045
 EN0045                         *CURRENT SURVEY CONTROL
 EN0045  ___________________________________________________________________
 EN0045* NAD 83(1986)-  34 53 32.     (N)    100 13 20.     (W)     SCALED    
 EN0045* NAVD 88     -       648.97   (+/-2cm)    2129.2    (feet)  VERTCON   
 EN0045  ___________________________________________________________________
 EN0045  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EN0045
 EN0045  VERT ORDER  -  THIRD (See Below)
 EN0045
 EN0045.The horizontal coordinates were scaled from a topographic map and have
 EN0045.an estimated accuracy of +/- 6 seconds.
 EN0045
 EN0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0045.The vertical order pertains to the NGVD 29 superseded value.
 EN0045
 EN0045.The geoid height was determined by GEOID03.
 EN0045
 EN0045;                    North         East    Units  Estimated Accuracy
 EN0045;SPC TX N     - 1,099,740.      316,790.      MT  (+/- 180 meters Scaled)
 EN0045
 EN0045                          SUPERSEDED SURVEY CONTROL
 EN0045
 EN0045  NGVD 29 (01/29/03)  648.65   (m)         2128.1    (f) RESET       3  
 EN0045
 EN0045.Superseded values are not recommended for survey control.
 EN0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0045.See file dsdata.txt to determine how the superseded data were derived.
 EN0045
 EN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD883617(NAD 83)
 EN0045_MARKER: DB = BENCH MARK DISK
 EN0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0045_STAMPING: R 425 RESET 1937
 EN0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0045+STABILITY: SURFACE MOTION
 EN0045
 EN0045  HISTORY     - Date     Condition        Report By
 EN0045  HISTORY     - 1937     MONUMENTED       TXHD
 EN0045  HISTORY     - 1959     MARK NOT FOUND   NGS
 EN0045
 EN0045                          STATION DESCRIPTION
 EN0045
 EN0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EN0045'2.9 MI NW FROM WELLINGTON.
 EN0045'2.9 MILES NORTHWEST ALONG STATE HIGHWAY 203 FROM THE COUNTY COURTHOUSE
 EN0045'AT WELLINGTON, COLLINGSWORTH COUNTY, 113 FEET SOUTH AND 103 FEET EAST
 EN0045'OF THE SOUTHEAST CORNER OF A WHITE HOUSE, AT THE INTERSECTION OF A
 EN0045'COUNTY ROAD, 60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 35 FEET
 EN0045'WEST OF THE CENTERLINE OF THE COUNTY ROAD, 15 FEET WEST OF A FENCE
 EN0045'CORNER, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0209 ***********************************************************************
 FL0209  DESIGNATION -  R 426
 FL0209  PID         -  FL0209
 FL0209  STATE/COUNTY-  TX/COLLINGSWORTH
 FL0209  USGS QUAD   -  LUTIE (1964)
 FL0209
 FL0209                         *CURRENT SURVEY CONTROL
 FL0209  ___________________________________________________________________
 FL0209* NAD 83(1986)-  35 04 57.     (N)    100 14 15.     (W)     SCALED    
 FL0209* NAVD 88     -       690.818  (meters)    2266.46   (feet)  ADJUSTED  
 FL0209  ___________________________________________________________________
 FL0209  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 FL0209  DYNAMIC HT  -         690.087 (meters)    2264.06  (feet)  COMP
 FL0209  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 FL0209
 FL0209  VERT ORDER  -  SECOND    CLASS 0
 FL0209
 FL0209.The horizontal coordinates were scaled from a topographic map and have
 FL0209.an estimated accuracy of +/- 6 seconds.
 FL0209
 FL0209.The orthometric height was determined by differential leveling
 FL0209.and adjusted by the National Geodetic Survey in June 1991..
 FL0209
 FL0209.The geoid height was determined by GEOID03.
 FL0209
 FL0209.The dynamic height is computed by dividing the NAVD 88
 FL0209.geopotential number by the normal gravity value computed on the
 FL0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0209.degrees latitude (g = 980.6199 gals.).
 FL0209
 FL0209.The modeled gravity was interpolated from observed gravity values.
 FL0209
 FL0209;                    North         East    Units  Estimated Accuracy
 FL0209;SPC TX N     - 1,120,820.      315,120.      MT  (+/- 180 meters Scaled)
 FL0209
 FL0209                          SUPERSEDED SURVEY CONTROL
 FL0209
 FL0209  NGVD 29 (??/??/92)  690.530  (m)         2265.51   (f) ADJ UNCH    2 0
 FL0209
 FL0209.Superseded values are not recommended for survey control.
 FL0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0209.See file dsdata.txt to determine how the superseded data were derived.
 FL0209
 FL0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD871828(NAD 83)
 FL0209_MARKER: DB = BENCH MARK DISK
 FL0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0209_STAMPING: R-426 1934
 FL0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0209+STABILITY: SURFACE MOTION
 FL0209
 FL0209  HISTORY     - Date     Condition        Report By
 FL0209  HISTORY     - 1934     MONUMENTED       CGS
 FL0209  HISTORY     - 1975     GOOD             NGS
 FL0209  HISTORY     - 1975     GOOD             NGS
 FL0209
 FL0209                          STATION DESCRIPTION
 FL0209
 FL0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0209'4.2 MI N FROM LUTIE.
 FL0209'4.2 MI. N. OF ALONG U.S. NO. 83 ABOUT 100 YDS. N. OF A CONC. POST, 50
 FL0209'FT. E. CENTER LINE OF HWY., AND 2 FT. N. OF A TELEGRAPH POLE.
 FL0209
 FL0209                          STATION RECOVERY (1975)
 FL0209
 FL0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0209'RECOVERED IN GOOD CONDITION.
 FL0209
 FL0209                          STATION RECOVERY (1975)
 FL0209
 FL0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0210 ***********************************************************************
 FL0210  DESIGNATION -  R 426 RESET 1975
 FL0210  PID         -  FL0210
 FL0210  STATE/COUNTY-  TX/COLLINGSWORTH
 FL0210  USGS QUAD   -  LUTIE (1964)
 FL0210
 FL0210                         *CURRENT SURVEY CONTROL
 FL0210  ___________________________________________________________________
 FL0210* NAD 83(1986)-  35 04 53.     (N)    100 14 14.     (W)     SCALED    
 FL0210* NAVD 88     -       689.98   (+/-2cm)    2263.7    (feet)  VERTCON   
 FL0210  ___________________________________________________________________
 FL0210  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 FL0210
 FL0210  VERT ORDER  -  THIRD (See Below)
 FL0210
 FL0210.The horizontal coordinates were scaled from a topographic map and have
 FL0210.an estimated accuracy of +/- 6 seconds.
 FL0210
 FL0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0210.The vertical order pertains to the NGVD 29 superseded value.
 FL0210
 FL0210.The geoid height was determined by GEOID03.
 FL0210
 FL0210;                    North         East    Units  Estimated Accuracy
 FL0210;SPC TX N     - 1,120,700.      315,150.      MT  (+/- 180 meters Scaled)
 FL0210
 FL0210                          SUPERSEDED SURVEY CONTROL
 FL0210
 FL0210  NGVD 29 (01/29/03)  689.69   (m)         2262.8    (f) RESET       3  
 FL0210
 FL0210.Superseded values are not recommended for survey control.
 FL0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0210.See file dsdata.txt to determine how the superseded data were derived.
 FL0210
 FL0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD872827(NAD 83)
 FL0210_MARKER: Z = SEE DESCRIPTION
 FL0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0210_SP_SET: MONUMENT
 FL0210_STAMPING: R 426 RESET 1975
 FL0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0210
 FL0210  HISTORY     - Date     Condition        Report By
 FL0210  HISTORY     - 1975     MONUMENTED       NGS
 FL0210
 FL0210                          STATION DESCRIPTION
 FL0210
 FL0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FL0210'10.5 MI S FROM SHAMROCK.
 FL0210'FROM THE INTERSECTION OF CITY ROUTES OF U.S. HIGHWAYS 66 AND 83, IN
 FL0210'SHAMROCK.  GO SOUTH ON U.S. HIGHWAY 83 FOR 6.5 MILES TO BRIDGE,
 FL0210'CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 4.15 MILES TO MARK ON THE LEFT.
 FL0210'MARK IS A CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT 4-INCHES, ITS 79
 FL0210'FEET EAST OF THE CENTER OF HIGHWAY, 28 FEET NORTH OF A SMALL CREEKBED,
 FL0210'1.0 FEET SOUTH OF A METAL WITNESS POST, 1.6 FEET NORTH OF A BRACED
 FL0210'FENCE-POST AND IN FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0881 ***********************************************************************
 FL0881  DESIGNATION -  R 427
 FL0881  PID         -  FL0881
 FL0881  STATE/COUNTY-  TX/CARSON
 FL0881  USGS QUAD   -  CLAUDE NE (1983)
 FL0881
 FL0881                         *CURRENT SURVEY CONTROL
 FL0881  ___________________________________________________________________
 FL0881* NAD 83(1986)-  35 12 25.     (N)    101 21 43.     (W)     SCALED    
 FL0881* NAVD 88     -      1050.742  (meters)    3447.31   (feet)  ADJUSTED  
 FL0881  ___________________________________________________________________
 FL0881  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0881  DYNAMIC HT  -        1049.504 (meters)    3443.25  (feet)  COMP
 FL0881  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 FL0881
 FL0881  VERT ORDER  -  FIRST     CLASS II
 FL0881
 FL0881.The horizontal coordinates were scaled from a topographic map and have
 FL0881.an estimated accuracy of +/- 6 seconds.
 FL0881
 FL0881.The orthometric height was determined by differential leveling
 FL0881.and adjusted by the National Geodetic Survey in June 1991..
 FL0881
 FL0881.The geoid height was determined by GEOID03.
 FL0881
 FL0881.The dynamic height is computed by dividing the NAVD 88
 FL0881.geopotential number by the normal gravity value computed on the
 FL0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0881.degrees latitude (g = 980.6199 gals.).
 FL0881
 FL0881.The modeled gravity was interpolated from observed gravity values.
 FL0881
 FL0881;                    North         East    Units  Estimated Accuracy
 FL0881;SPC TX N     - 1,133,900.      212,570.      MT  (+/- 180 meters Scaled)
 FL0881
 FL0881                          SUPERSEDED SURVEY CONTROL
 FL0881
 FL0881  NGVD 29 (??/??/92) 1050.237  (m)         3445.65   (f) ADJ UNCH    1 2
 FL0881
 FL0881.Superseded values are not recommended for survey control.
 FL0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0881.See file dsdata.txt to determine how the superseded data were derived.
 FL0881
 FL0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD849985(NAD 83)
 FL0881_MARKER: DB = BENCH MARK DISK
 FL0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0881_SP_SET: CONCRETE POST
 FL0881_STAMPING: R 427 1934
 FL0881_MARK LOGO: CGS   
 FL0881_PROJECTION: PROJECTING 9 CENTIMETERS
 FL0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0881+STABILITY: SURFACE MOTION
 FL0881
 FL0881  HISTORY     - Date     Condition        Report By
 FL0881  HISTORY     - 1934     MONUMENTED       CGS
 FL0881  HISTORY     - 1968     GOOD             NGS
 FL0881  HISTORY     - 1984     GOOD             NGS
 FL0881
 FL0881                          STATION DESCRIPTION
 FL0881
 FL0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FL0881'0.9 MI E FROM CONWAY.
 FL0881'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY AND THE CHICAGO, ROCK ISLAND
 FL0881'AND PACIFIC RAILROAD FROM THE POST OFFICE IN CONWAY TO SITE OF BENCH
 FL0881'MARK, 50 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 207, 49 FEET
 FL0881'SOUTH OF THE CENTER OF THE RAILROAD TRACKS, AND 2 FEET NORTHEAST OF A
 FL0881'CORNER FENCE POST.  A STANDARD C AND GS BENCH MARK DISK SET IN A 10 X
 FL0881'10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE GROUND.
 FL0881
 FL0881                          STATION RECOVERY (1984)
 FL0881
 FL0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0881'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 FL0881'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0881'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 42.1 KM (26.15 MI)
 FL0881'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, OR 21.5
 FL0881'KM (13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION
 FL0881'WITH INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 22.7 KM (14.1 MI)
 FL0881'EASTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 42.4 M
 FL0881'(139.1 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 15.9 M (52.2
 FL0881'FT) EAST OF THE CENTER OF STATE HIGHWAY 207, 14.9 M (48.9 FT) SOUTH
 FL0881'OF THE NEAR RAIL, AND 0.6 M (2.0 FT) NORTHEAST OF A FENCE CORNER.
 FL0881'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FL0881'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0212 ***********************************************************************
 EN0212  DESIGNATION -  R 428
 EN0212  PID         -  EN0212
 EN0212  STATE/COUNTY-  TX/DONLEY
 EN0212  USGS QUAD   -  CLARENDON SW (1963)
 EN0212
 EN0212                         *CURRENT SURVEY CONTROL
 EN0212  ___________________________________________________________________
 EN0212* NAD 83(1986)-  34 49 15.     (N)    100 53 21.     (W)     SCALED    
 EN0212* NAVD 88     -       848.017  (meters)    2782.20   (feet)  ADJUSTED  
 EN0212  ___________________________________________________________________
 EN0212  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EN0212  DYNAMIC HT  -         847.029 (meters)    2778.96  (feet)  COMP
 EN0212  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 EN0212
 EN0212  VERT ORDER  -  SECOND    CLASS 0
 EN0212
 EN0212.The horizontal coordinates were scaled from a topographic map and have
 EN0212.an estimated accuracy of +/- 6 seconds.
 EN0212
 EN0212.The orthometric height was determined by differential leveling
 EN0212.and adjusted by the National Geodetic Survey in June 1991..
 EN0212
 EN0212.The geoid height was determined by GEOID03.
 EN0212
 EN0212.The dynamic height is computed by dividing the NAVD 88
 EN0212.geopotential number by the normal gravity value computed on the
 EN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0212.degrees latitude (g = 980.6199 gals.).
 EN0212
 EN0212.The modeled gravity was interpolated from observed gravity values.
 EN0212
 EN0212;                    North         East    Units  Estimated Accuracy
 EN0212;SPC TX N     - 1,091,230.      255,880.      MT  (+/- 180 meters Scaled)
 EN0212
 EN0212                          SUPERSEDED SURVEY CONTROL
 EN0212
 EN0212  NGVD 29 (??/??/92)  847.618  (m)         2780.89   (f) ADJ UNCH    2 0
 EN0212
 EN0212.Superseded values are not recommended for survey control.
 EN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0212.See file dsdata.txt to determine how the superseded data were derived.
 EN0212
 EN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD272548(NAD 83)
 EN0212_MARKER: DB = BENCH MARK DISK
 EN0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0212_STAMPING: R 428 1934
 EN0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0212+STABILITY: SURFACE MOTION
 EN0212
 EN0212  HISTORY     - Date     Condition        Report By
 EN0212  HISTORY     - 1934     MONUMENTED       CGS
 EN0212  HISTORY     - 1941     GOOD             LOCENG
 EN0212
 EN0212                          STATION DESCRIPTION
 EN0212
 EN0212'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 EN0212'8.1 MI S FROM CLARENDON.
 EN0212'8.1 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF U.S.
 EN0212'HIGHWAY 287 AT CLARENDON, DONLEY COUNTY, 265 FEET SOUTH OF THE END OF
 EN0212'A ONE-DEGREE CURVE WHICH IS 150 FEET SOUTH OF THE END OF A CUT IN THE
 EN0212'HIGHWAY (THE CUT IS 25 FEET DEEP AT THE MID-POINT), 124 FEET EAST OF
 EN0212'THE CENTERLINE OF THE HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0232 ***********************************************************************
 EO0232  DESIGNATION -  R 429
 EO0232  PID         -  EO0232
 EO0232  STATE/COUNTY-  TX/PARMER
 EO0232  USGS QUAD   -  HUB (1965)
 EO0232
 EO0232                         *CURRENT SURVEY CONTROL
 EO0232  ___________________________________________________________________
 EO0232* NAD 83(1986)-  34 31 30.     (N)    102 45 01.     (W)     SCALED    
 EO0232* NAVD 88     -      1235.113  (meters)    4052.20   (feet)  ADJUSTED  
 EO0232  ___________________________________________________________________
 EO0232  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 EO0232  DYNAMIC HT  -        1233.508 (meters)    4046.93  (feet)  COMP
 EO0232  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 EO0232
 EO0232  VERT ORDER  -  FIRST     CLASS II
 EO0232
 EO0232.The horizontal coordinates were scaled from a topographic map and have
 EO0232.an estimated accuracy of +/- 6 seconds.
 EO0232
 EO0232.The orthometric height was determined by differential leveling
 EO0232.and adjusted by the National Geodetic Survey in June 1991..
 EO0232
 EO0232.The geoid height was determined by GEOID03.
 EO0232
 EO0232.The dynamic height is computed by dividing the NAVD 88
 EO0232.geopotential number by the normal gravity value computed on the
 EO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0232.degrees latitude (g = 980.6199 gals.).
 EO0232
 EO0232.The modeled gravity was interpolated from observed gravity values.
 EO0232
 EO0232;                    North         East    Units  Estimated Accuracy
 EO0232;SPC TX N     - 1,058,970.       85,210.      MT  (+/- 180 meters Scaled)
 EO0232
 EO0232                          SUPERSEDED SURVEY CONTROL
 EO0232
 EO0232  NGVD 29 (??/??/92) 1234.563  (m)         4050.40   (f) ADJ UNCH    1 2
 EO0232
 EO0232.Superseded values are not recommended for survey control.
 EO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0232.See file dsdata.txt to determine how the superseded data were derived.
 EO0232
 EO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU064226(NAD 83)
 EO0232_MARKER: DB = BENCH MARK DISK
 EO0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0232_STAMPING: R 429 1934
 EO0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0232+STABILITY: SURFACE MOTION
 EO0232
 EO0232  HISTORY     - Date     Condition        Report By
 EO0232  HISTORY     - 1934     MONUMENTED       CGS
 EO0232  HISTORY     - 1958     GOOD             NGS
 EO0232  HISTORY     - 1984     GOOD             NGS
 EO0232
 EO0232                          STATION DESCRIPTION
 EO0232
 EO0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0232'8.55 MI E FROM BOVINA.
 EO0232'ABOUT 0.2 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0232'THE STATION AT BOVINA, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG FARM
 EO0232'ROAD 1731, THENCE ABOUT 7.7 MILES EAST ALONG STATE HIGHWAY 86, 63 FEET
 EO0232'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST OF A POWER POLE,
 EO0232'1 1/2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 EO0232'AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EO0232
 EO0232                          STATION RECOVERY (1984)
 EO0232
 EO0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0307 ***********************************************************************
 AY0307  DESIGNATION -  R 43
 AY0307  PID         -  AY0307
 AY0307  STATE/COUNTY-  TX/BEXAR
 AY0307  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0307
 AY0307                         *CURRENT SURVEY CONTROL
 AY0307  ___________________________________________________________________
 AY0307* NAD 83(1986)-  29 25 10.     (N)    098 29 46.     (W)     SCALED    
 AY0307* NAVD 88     -       195.948  (meters)     642.87   (feet)  POSTED    
 AY0307  ___________________________________________________________________
 AY0307  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY0307  DYNAMIC HT  -         195.660 (meters)     641.93  (feet)  COMP
 AY0307  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 AY0307
 AY0307  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0307
 AY0307.The horizontal coordinates were scaled from a topographic map and have
 AY0307.an estimated accuracy of +/- 6 seconds.
 AY0307
 AY0307.The orthometric height was determined by differential leveling
 AY0307.and adjusted by the National Geodetic Survey in 1992..
 AY0307.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0307.rate of 2.1 thru 3.0 mm/km.
 AY0307
 AY0307.The geoid height was determined by GEOID03.
 AY0307
 AY0307.The dynamic height is computed by dividing the NAVD 88
 AY0307.geopotential number by the normal gravity value computed on the
 AY0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0307.degrees latitude (g = 980.6199 gals.).
 AY0307
 AY0307.The modeled gravity was interpolated from observed gravity values.
 AY0307
 AY0307;                    North         East    Units  Estimated Accuracy
 AY0307;SPC TXSC     - 4,175,890.      648,890.      MT  (+/- 180 meters Scaled)
 AY0307
 AY0307                          SUPERSEDED SURVEY CONTROL
 AY0307
 AY0307  NGVD 29 (??/??/92)  195.824  (m)          642.47   (f) ADJ UNCH    1 2
 AY0307
 AY0307.Superseded values are not recommended for survey control.
 AY0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0307.See file dsdata.txt to determine how the superseded data were derived.
 AY0307
 AY0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT488545(NAD 83)
 AY0307_MARKER: DB = BENCH MARK DISK
 AY0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0307_SP_SET: FLOOR
 AY0307_STAMPING: R 43 1917 ELEV. 642.46 FT.
 AY0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0307
 AY0307  HISTORY     - Date     Condition        Report By
 AY0307  HISTORY     - 1917     MONUMENTED       CGS
 AY0307  HISTORY     - 1943     GOOD             NGS
 AY0307  HISTORY     - 1953     GOOD             DOD
 AY0307  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0307  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY0307
 AY0307                          STATION DESCRIPTION
 AY0307
 AY0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0307'IN SAN ANTONIO.
 AY0307'TO REACH FROM THE COURT HOUSE AT SAN ANTONIO, PROCEED TWO BLOCKS WEST
 AY0307'ALONG BUENA VISTA ST. TO FLORES STREET, THENCE FOUR BLOCKS SOUTH ALONG
 AY0307'FLORES STREET TO THE MISSOURI, KANSAS, AND TEXAS RAILROAD STATION AND
 AY0307'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CONCRETE
 AY0307'FLOOR AT THE SIXTH IRON POST SOUTH OF THE EXPRESS OFFICE. IT IS 63.0
 AY0307'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE DEPOT, 14.0 FEET WEST OF
 AY0307'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF TRACK NO.3.
 AY0307
 AY0307                          STATION RECOVERY (1953)
 AY0307
 AY0307'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1953
 AY0307'RECOVERED IN GOOD CONDITION.
 AY0307
 AY0307                          STATION RECOVERY (1980)
 AY0307
 AY0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0307'NOT RECOVERED, THE RAILROAD STATION HAS BEEN TORN DOWN.
 AY0307
 AY0307                          STATION RECOVERY (1995)
 AY0307
 AY0307'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0316 ***********************************************************************
 EN0316  DESIGNATION -  R 431
 EN0316  PID         -  EN0316
 EN0316  STATE/COUNTY-  TX/BRISCOE
 EN0316  USGS QUAD   -  SILVERTON (1965)
 EN0316
 EN0316                         *CURRENT SURVEY CONTROL
 EN0316  ___________________________________________________________________
 EN0316* NAD 83(1986)-  34 27 50.     (N)    101 16 38.     (W)     SCALED    
 EN0316* NAVD 88     -       992.045  (meters)    3254.73   (feet)  ADJUSTED  
 EN0316  ___________________________________________________________________
 EN0316  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EN0316  DYNAMIC HT  -         990.810 (meters)    3250.68  (feet)  COMP
 EN0316  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 EN0316
 EN0316  VERT ORDER  -  SECOND    CLASS 0
 EN0316
 EN0316.The horizontal coordinates were scaled from a topographic map and have
 EN0316.an estimated accuracy of +/- 6 seconds.
 EN0316
 EN0316.The orthometric height was determined by differential leveling
 EN0316.and adjusted by the National Geodetic Survey in June 1991..
 EN0316
 EN0316.The geoid height was determined by GEOID03.
 EN0316
 EN0316.The dynamic height is computed by dividing the NAVD 88
 EN0316.geopotential number by the normal gravity value computed on the
 EN0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0316.degrees latitude (g = 980.6199 gals.).
 EN0316
 EN0316.The modeled gravity was interpolated from observed gravity values.
 EN0316
 EN0316;                    North         East    Units  Estimated Accuracy
 EN0316;SPC TX N     - 1,051,490.      220,470.      MT  (+/- 180 meters Scaled)
 EN0316
 EN0316                          SUPERSEDED SURVEY CONTROL
 EN0316
 EN0316  NGVD 29 (??/??/92)  991.670  (m)         3253.50   (f) ADJ UNCH    2 0
 EN0316
 EN0316.Superseded values are not recommended for survey control.
 EN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0316.See file dsdata.txt to determine how the superseded data were derived.
 EN0316
 EN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD908159(NAD 83)
 EN0316_MARKER: DB = BENCH MARK DISK
 EN0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0316_STAMPING: R 431 1934
 EN0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0316+STABILITY: SURFACE MOTION
 EN0316
 EN0316  HISTORY     - Date     Condition        Report By
 EN0316  HISTORY     - 1934     MONUMENTED       CGS
 EN0316  HISTORY     - 1958     GOOD             NGS
 EN0316  HISTORY     - 1971     GOOD             NGS
 EN0316
 EN0316                          STATION DESCRIPTION
 EN0316
 EN0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0316'2.2 MI E FROM SILVERTON.
 EN0316'2.2 MILES EAST ALONG STATE HIGHWAY 86 FROM THE COUNTY COURTHOUSE AT
 EN0316'SILVERTON, 0.75 MILES SOUTH TO A T-INTERSECTION, TURN LEFT AND PROCEED
 EN0316'EAST FOR 1.5 MILES TO MARK ON THE RIGHT, 13 FEET SOUTH OF THE EAST END
 EN0316'OF A CONCRETE CULVERT AND WEST OF A DEEP-WATER WELL.  A STANDARD DISK,
 EN0316'STAMPED R 431 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- ST.
 EN0316'HWY 86 GOES DIRECTLY EAST FROM THE COURTHOUSE IN SILVERTON.
 EN0316
 EN0316                          STATION RECOVERY (1971)
 EN0316
 EN0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EN0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0413 ***********************************************************************
 EN0413  DESIGNATION -  R 432
 EN0413  PID         -  EN0413
 EN0413  STATE/COUNTY-  TX/SWISHER
 EN0413  USGS QUAD   -  HAPPY (1965)
 EN0413
 EN0413                         *CURRENT SURVEY CONTROL
 EN0413  ___________________________________________________________________
 EN0413* NAD 83(1986)-  34 39 53.     (N)    101 49 56.     (W)     SCALED    
 EN0413* NAVD 88     -      1087.193  (meters)    3566.90   (feet)  ADJUSTED  
 EN0413  ___________________________________________________________________
 EN0413  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EN0413  DYNAMIC HT  -        1085.840 (meters)    3562.46  (feet)  COMP
 EN0413  MODELED GRAV-     979,353.3   (mgal)                       NAVD 88
 EN0413
 EN0413  VERT ORDER  -  SECOND    CLASS 0
 EN0413
 EN0413.The horizontal coordinates were scaled from a topographic map and have
 EN0413.an estimated accuracy of +/- 6 seconds.
 EN0413
 EN0413.The orthometric height was determined by differential leveling
 EN0413.and adjusted by the National Geodetic Survey in June 1991..
 EN0413
 EN0413.The geoid height was determined by GEOID03.
 EN0413
 EN0413.The dynamic height is computed by dividing the NAVD 88
 EN0413.geopotential number by the normal gravity value computed on the
 EN0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0413.degrees latitude (g = 980.6199 gals.).
 EN0413
 EN0413.The modeled gravity was interpolated from observed gravity values.
 EN0413
 EN0413;                    North         East    Units  Estimated Accuracy
 EN0413;SPC TX N     - 1,073,800.      169,550.      MT  (+/- 180 meters Scaled)
 EN0413
 EN0413                          SUPERSEDED SURVEY CONTROL
 EN0413
 EN0413  NGVD 29 (??/??/92) 1086.742  (m)         3565.42   (f) ADJ UNCH    2 0
 EN0413
 EN0413.Superseded values are not recommended for survey control.
 EN0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0413.See file dsdata.txt to determine how the superseded data were derived.
 EN0413
 EN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD404395(NAD 83)
 EN0413_MARKER: DB = BENCH MARK DISK
 EN0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0413_STAMPING: R-432 1934
 EN0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0413+STABILITY: SURFACE MOTION
 EN0413
 EN0413  HISTORY     - Date     Condition        Report By
 EN0413  HISTORY     - 1934     MONUMENTED       CGS
 EN0413  HISTORY     - 1943     GOOD             NGS
 EN0413
 EN0413                          STATION DESCRIPTION
 EN0413
 EN0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0413'5.5 MI S FROM HAPPY.
 EN0413'5.5 MI. S. ALONG P. AND S.F.RY. AT THE S. END OF A CUT, 9 FT. E. OF
 EN0413'MI. POST NO. 594, 51 FT. S. OF THE CENTER LINE OF HWY., 44 FT. E. OF
 EN0413'THE CENTER LINE OF TRACK, AND 1 FT. W. OF THE FENCE LINE. NOTE-- FENCE
 EN0413'REMOVED, A WHITE REF. POST WAS SET 2 FT E OF BM.
 EN0413
 EN0413                          STATION RECOVERY (1943)
 EN0413
 EN0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EN0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0088 ***********************************************************************
 DP0088  DESIGNATION -  R 433
 DP0088  PID         -  DP0088
 DP0088  STATE/COUNTY-  TX/DICKENS
 DP0088  USGS QUAD   -  SPUR (1967)
 DP0088
 DP0088                         *CURRENT SURVEY CONTROL
 DP0088  ___________________________________________________________________
 DP0088* NAD 83(1986)-  33 28 22.     (N)    100 51 24.     (W)     SCALED    
 DP0088* NAVD 88     -       691.611  (meters)    2269.06   (feet)  ADJUSTED  
 DP0088  ___________________________________________________________________
 DP0088  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DP0088  DYNAMIC HT  -         690.772 (meters)    2266.31  (feet)  COMP
 DP0088  MODELED GRAV-     979,401.6   (mgal)                       NAVD 88
 DP0088
 DP0088  VERT ORDER  -  SECOND    CLASS 0
 DP0088
 DP0088.The horizontal coordinates were scaled from a topographic map and have
 DP0088.an estimated accuracy of +/- 6 seconds.
 DP0088
 DP0088.The orthometric height was determined by differential leveling
 DP0088.and adjusted by the National Geodetic Survey in June 1991..
 DP0088
 DP0088.The geoid height was determined by GEOID03.
 DP0088
 DP0088.The dynamic height is computed by dividing the NAVD 88
 DP0088.geopotential number by the normal gravity value computed on the
 DP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0088.degrees latitude (g = 980.6199 gals.).
 DP0088
 DP0088.The modeled gravity was interpolated from observed gravity values.
 DP0088
 DP0088;                    North         East    Units  Estimated Accuracy
 DP0088;SPC TXNC     - 2,202,740.      380,980.      MT  (+/- 180 meters Scaled)
 DP0088
 DP0088                          SUPERSEDED SURVEY CONTROL
 DP0088
 DP0088  NGVD 29 (??/??/92)  691.355  (m)         2268.22   (f) ADJ UNCH    2 0
 DP0088
 DP0088.Superseded values are not recommended for survey control.
 DP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0088.See file dsdata.txt to determine how the superseded data were derived.
 DP0088
 DP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC274052(NAD 83)
 DP0088_MARKER: DB = BENCH MARK DISK
 DP0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0088_STAMPING: R-433 1934
 DP0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0088+STABILITY: SURFACE MOTION
 DP0088
 DP0088  HISTORY     - Date     Condition        Report By
 DP0088  HISTORY     - 1934     MONUMENTED       CGS
 DP0088  HISTORY     - 1935     GOOD             NGS
 DP0088  HISTORY     - 1953     GOOD             NGS
 DP0088
 DP0088                          STATION DESCRIPTION
 DP0088
 DP0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0088'IN SPUR.
 DP0088'AT THE E. END OF F.W. AND D. DEPOT, 33 FT. N. OF THE CENTER LINE OF
 DP0088'TRACK, 12 FT. E. OF E. WAITING ROOM, 1 FT. S. OF TELEGRAPH POLE.
 DP0088
 DP0088                          STATION RECOVERY (1953)
 DP0088
 DP0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 DP0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0151 ***********************************************************************
 EN0151  DESIGNATION -  R 434
 EN0151  PID         -  EN0151
 EN0151  STATE/COUNTY-  TX/MOTLEY
 EN0151  USGS QUAD   -  MATADOR (1981)
 EN0151
 EN0151                         *CURRENT SURVEY CONTROL
 EN0151  ___________________________________________________________________
 EN0151* NAD 83(1986)-  34 03 47.     (N)    100 52 05.     (W)     SCALED    
 EN0151* NAVD 88     -       722.817  (meters)    2371.44   (feet)  ADJUSTED  
 EN0151  ___________________________________________________________________
 EN0151  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EN0151  DYNAMIC HT  -         721.934 (meters)    2368.55  (feet)  COMP
 EN0151  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 EN0151
 EN0151  VERT ORDER  -  SECOND    CLASS 0
 EN0151
 EN0151.The horizontal coordinates were scaled from a topographic map and have
 EN0151.an estimated accuracy of +/- 6 seconds.
 EN0151
 EN0151.The orthometric height was determined by differential leveling
 EN0151.and adjusted by the National Geodetic Survey in June 1991..
 EN0151
 EN0151.The geoid height was determined by GEOID03.
 EN0151
 EN0151.The dynamic height is computed by dividing the NAVD 88
 EN0151.geopotential number by the normal gravity value computed on the
 EN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0151.degrees latitude (g = 980.6199 gals.).
 EN0151
 EN0151.The modeled gravity was interpolated from observed gravity values.
 EN0151
 EN0151;                    North         East    Units  Estimated Accuracy
 EN0151;SPC TXNC     - 2,268,220.      381,400.      MT  (+/- 180 meters Scaled)
 EN0151
 EN0151                          SUPERSEDED SURVEY CONTROL
 EN0151
 EN0151  NGVD 29 (??/??/92)  722.521  (m)         2370.47   (f) ADJ UNCH    2 0
 EN0151
 EN0151.Superseded values are not recommended for survey control.
 EN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0151.See file dsdata.txt to determine how the superseded data were derived.
 EN0151
 EN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC276707(NAD 83)
 EN0151_MARKER: DB = BENCH MARK DISK
 EN0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0151_SP_SET: BRIDGE
 EN0151_STAMPING: R-434 1934
 EN0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0151
 EN0151  HISTORY     - Date     Condition        Report By
 EN0151  HISTORY     - 1934     MONUMENTED       CGS
 EN0151  HISTORY     - 1935     GOOD             NGS
 EN0151  HISTORY     - 1965     GOOD             USGS
 EN0151
 EN0151                          STATION DESCRIPTION
 EN0151
 EN0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0151'4.7 MI N FROM MATADOR.
 EN0151'4.7 MI. N. ALONG STATE NO. 18 FROM CITY HALL AT A LARGE CONC. BRIDGE
 EN0151'OVER MIDDLE PEASE RIVER, AND SET IN THE S.  END IN THE CENTER OF W.
 EN0151'WINGWALL.  NOTE-- ST. HWY 18 IS NOW ST.HWY 70.
 EN0151
 EN0151                          STATION RECOVERY (1965)
 EN0151
 EN0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0425 ***********************************************************************
 EM0425  DESIGNATION -  R 435 RESET 1959
 EM0425  PID         -  EM0425
 EM0425  STATE/COUNTY-  TX/FOARD
 EM0425  USGS QUAD   -  VIVIAN (1990)
 EM0425
 EM0425                         *CURRENT SURVEY CONTROL
 EM0425  ___________________________________________________________________
 EM0425* NAD 83(1986)-  34 01 02.     (N)    099 54 23.     (W)     SCALED    
 EM0425* NAVD 88     -       518.09   (meters)    1699.8    (feet)  RESET     
 EM0425  ___________________________________________________________________
 EM0425  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EM0425
 EM0425  VERT ORDER  -  THIRD
 EM0425
 EM0425.The horizontal coordinates were scaled from a topographic map and have
 EM0425.an estimated accuracy of +/- 6 seconds.
 EM0425
 EM0425.The orthometric height was computed from unverified reset data.
 EM0425
 EM0425.The geoid height was determined by GEOID03.
 EM0425
 EM0425;                    North         East    Units  Estimated Accuracy
 EM0425;SPC TXNC     - 2,261,540.      470,100.      MT  (+/- 180 meters Scaled)
 EM0425
 EM0425                          SUPERSEDED SURVEY CONTROL
 EM0425
 EM0425.No superseded survey control is available for this station.
 EM0425
 EM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC163644(NAD 83)
 EM0425_MARKER: DB = BENCH MARK DISK
 EM0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0425_STAMPING: R 435 RESET 1959
 EM0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0425+STABILITY: SURFACE MOTION
 EM0425
 EM0425  HISTORY     - Date     Condition        Report By
 EM0425  HISTORY     - 1959     MONUMENTED       CGS
 EM0425
 EM0425                          STATION DESCRIPTION
 EM0425
 EM0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EM0425'10.8 MI W FROM CROWELL.
 EM0425'ABOUT 10.8 MILES WEST ALONG U.S. HIGHWAY NO. 70 FROM CROWELL, FOARD
 EM0425'COUNTY, 60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE SOUTH
 EM0425'RIGHT-OF-WAY FENCE OF THE HIGHWAY AND ABOUT 0.1 MILE EAST OF THE
 EM0425'SUMMIT OF A DIVIDE, ALONG THE EDGE OF A BRUSHY PASTURE AREA.  A
 EM0425'STANDARD DISK STAMPED R 435 RESET 1959 IN A CONCRETE POST WHICH
 EM0425'PROJECTS ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0035 ***********************************************************************
 DP0035  DESIGNATION -  R 436
 DP0035  PID         -  DP0035
 DP0035  STATE/COUNTY-  TX/KING
 DP0035  USGS QUAD   -  GUTHRIE (1981)
 DP0035
 DP0035                         *CURRENT SURVEY CONTROL
 DP0035  ___________________________________________________________________
 DP0035* NAD 83(1986)-  33 30 56.     (N)    100 17 59.     (W)     SCALED    
 DP0035* NAVD 88     -       529.692  (meters)    1737.83   (feet)  ADJUSTED  
 DP0035  ___________________________________________________________________
 DP0035  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DP0035  DYNAMIC HT  -         529.064 (meters)    1735.77  (feet)  COMP
 DP0035  MODELED GRAV-     979,433.4   (mgal)                       NAVD 88
 DP0035
 DP0035  VERT ORDER  -  SECOND    CLASS 0
 DP0035
 DP0035.The horizontal coordinates were scaled from a topographic map and have
 DP0035.an estimated accuracy of +/- 6 seconds.
 DP0035
 DP0035.The orthometric height was determined by differential leveling
 DP0035.and adjusted by the National Geodetic Survey in June 1991..
 DP0035
 DP0035.The geoid height was determined by GEOID03.
 DP0035
 DP0035.The dynamic height is computed by dividing the NAVD 88
 DP0035.geopotential number by the normal gravity value computed on the
 DP0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0035.degrees latitude (g = 980.6199 gals.).
 DP0035
 DP0035.The modeled gravity was interpolated from observed gravity values.
 DP0035
 DP0035;                    North         East    Units  Estimated Accuracy
 DP0035;SPC TXNC     - 2,206,460.      432,820.      MT  (+/- 180 meters Scaled)
 DP0035
 DP0035                          SUPERSEDED SURVEY CONTROL
 DP0035
 DP0035  NGVD 29 (??/??/92)  529.510  (m)         1737.23   (f) ADJ UNCH    2 0
 DP0035
 DP0035.Superseded values are not recommended for survey control.
 DP0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0035.See file dsdata.txt to determine how the superseded data were derived.
 DP0035
 DP0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC792092(NAD 83)
 DP0035_MARKER: DB = BENCH MARK DISK
 DP0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0035_SP_SET: BRIDGE
 DP0035_STAMPING: R-436 1935
 DP0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0035
 DP0035  HISTORY     - Date     Condition        Report By
 DP0035  HISTORY     - 1935     MONUMENTED       CGS
 DP0035
 DP0035                          STATION DESCRIPTION
 DP0035
 DP0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0035'7.3 MI S FROM GUTHRIE.
 DP0035'7.3 MI. S. ALONG U.S. NO. 83 15 FT. E. OF THE CENTER LINE OF HWY., AND
 DP0035'SET IN THE END. OF E. WINGWALL IN N.E. CORNER OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0036 ***********************************************************************
 DP0036  DESIGNATION -  R 436 RESET 1972
 DP0036  PID         -  DP0036
 DP0036  STATE/COUNTY-  TX/KING
 DP0036  USGS QUAD   -  GUTHRIE (1981)
 DP0036
 DP0036                         *CURRENT SURVEY CONTROL
 DP0036  ___________________________________________________________________
 DP0036* NAD 83(1986)-  33 30 56.     (N)    100 17 59.     (W)     SCALED    
 DP0036* NAVD 88     -       529.66   (meters)    1737.7    (feet)  RESET     
 DP0036  ___________________________________________________________________
 DP0036  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DP0036
 DP0036  VERT ORDER  -  THIRD
 DP0036
 DP0036.The horizontal coordinates were scaled from a topographic map and have
 DP0036.an estimated accuracy of +/- 6 seconds.
 DP0036
 DP0036.The orthometric height was computed from unverified reset data.
 DP0036
 DP0036.The geoid height was determined by GEOID03.
 DP0036
 DP0036;                    North         East    Units  Estimated Accuracy
 DP0036;SPC TXNC     - 2,206,460.      432,820.      MT  (+/- 180 meters Scaled)
 DP0036
 DP0036                          SUPERSEDED SURVEY CONTROL
 DP0036
 DP0036.No superseded survey control is available for this station.
 DP0036
 DP0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC792092(NAD 83)
 DP0036_MARKER: DB = BENCH MARK DISK
 DP0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0036_SP_SET: BRIDGE
 DP0036_STAMPING: R 436 RESET 1972
 DP0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0036
 DP0036  HISTORY     - Date     Condition        Report By
 DP0036  HISTORY     - 1972     MONUMENTED       TXHD
 DP0036
 DP0036                          STATION DESCRIPTION
 DP0036
 DP0036'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 DP0036'7.3 MI S FROM GUTHRIE.
 DP0036'ABOUT 7.3 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE COUNTY COURT
 DP0036'HOUSE AT GUTHRIE, SET IN THE TOP OF THE EAST WING WALL AT THE
 DP0036'NORTHEAST CORNER OF A BRIDGE AND 24 FEET EAST OF THE CENTER LINE OF
 DP0036'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0103 ***********************************************************************
 EN0103  DESIGNATION -  R 437
 EN0103  PID         -  EN0103
 EN0103  STATE/COUNTY-  TX/COTTLE
 EN0103  USGS QUAD   -  PADUCAH (1981)
 EN0103
 EN0103                         *CURRENT SURVEY CONTROL
 EN0103  ___________________________________________________________________
 EN0103* NAD 83(1986)-  34 00 15.     (N)    100 21 03.     (W)     SCALED    
 EN0103* NAVD 88     -       598.197  (meters)    1962.58   (feet)  ADJUSTED  
 EN0103  ___________________________________________________________________
 EN0103  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EN0103  DYNAMIC HT  -         597.506 (meters)    1960.32  (feet)  COMP
 EN0103  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 EN0103
 EN0103  VERT ORDER  -  SECOND    CLASS 0
 EN0103
 EN0103.The horizontal coordinates were scaled from a topographic map and have
 EN0103.an estimated accuracy of +/- 6 seconds.
 EN0103
 EN0103.The orthometric height was determined by differential leveling
 EN0103.and adjusted by the National Geodetic Survey in June 1991..
 EN0103
 EN0103.The geoid height was determined by GEOID03.
 EN0103
 EN0103.The dynamic height is computed by dividing the NAVD 88
 EN0103.geopotential number by the normal gravity value computed on the
 EN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0103.degrees latitude (g = 980.6199 gals.).
 EN0103
 EN0103.The modeled gravity was interpolated from observed gravity values.
 EN0103
 EN0103;                    North         East    Units  Estimated Accuracy
 EN0103;SPC TXNC     - 2,260,730.      429,030.      MT  (+/- 180 meters Scaled)
 EN0103
 EN0103                          SUPERSEDED SURVEY CONTROL
 EN0103
 EN0103  NGVD 29 (??/??/92)  597.999  (m)         1961.94   (f) ADJ UNCH    2 0
 EN0103
 EN0103.Superseded values are not recommended for survey control.
 EN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0103.See file dsdata.txt to determine how the superseded data were derived.
 EN0103
 EN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC752634(NAD 83)
 EN0103_MARKER: DB = BENCH MARK DISK
 EN0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0103_STAMPING: R 437  1934
 EN0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0103+STABILITY: SURFACE MOTION
 EN0103
 EN0103  HISTORY     - Date     Condition        Report By
 EN0103  HISTORY     - 1934     MONUMENTED       CGS
 EN0103  HISTORY     - 1958     MARK NOT FOUND   NGS
 EN0103  HISTORY     - 1967     MARK NOT FOUND   USGS
 EN0103
 EN0103                          STATION DESCRIPTION
 EN0103
 EN0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0103'3.0 MI W FROM PADUCAH.
 EN0103'3.0 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM THE
 EN0103'STATION AT PADUCAH, COTTLE COUNTY, 4 POLES EAST OF MILEPOST 46, AT THE
 EN0103'WEST END OF A CUT, AT THE EAST END OF A FILL, 45 FEET NORTH OF THE
 EN0103'CENTER LINE OF THE TRACK, 10 FEET SOUTH OF THE FENCE, AND 2 FEET EAST
 EN0103'OF A POLE.  A STANDARD DISK, STAMPED R 437 1934 AND SET IN THE TOP OF
 EN0103'A CONCRETE POST.
 EN0103
 EN0103                          STATION RECOVERY (1967)
 EN0103
 EN0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0230 ***********************************************************************
 DP0230  DESIGNATION -  R 438
 DP0230  PID         -  DP0230
 DP0230  STATE/COUNTY-  TX/MOTLEY
 DP0230  USGS QUAD   -  DOUGHERTY (1968)
 DP0230
 DP0230                         *CURRENT SURVEY CONTROL
 DP0230  ___________________________________________________________________
 DP0230* NAD 83(1986)-  33 55 31.     (N)    101 01 45.     (W)     SCALED    
 DP0230* NAVD 88     -       928.082  (meters)    3044.88   (feet)  ADJUSTED  
 DP0230  ___________________________________________________________________
 DP0230  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DP0230  DYNAMIC HT  -         926.911 (meters)    3041.04  (feet)  COMP
 DP0230  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 DP0230
 DP0230  VERT ORDER  -  SECOND    CLASS 0
 DP0230
 DP0230.The horizontal coordinates were scaled from a topographic map and have
 DP0230.an estimated accuracy of +/- 6 seconds.
 DP0230
 DP0230.The orthometric height was determined by differential leveling
 DP0230.and adjusted by the National Geodetic Survey in June 1991..
 DP0230
 DP0230.The geoid height was determined by GEOID03.
 DP0230
 DP0230.The dynamic height is computed by dividing the NAVD 88
 DP0230.geopotential number by the normal gravity value computed on the
 DP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0230.degrees latitude (g = 980.6199 gals.).
 DP0230
 DP0230.The modeled gravity was interpolated from observed gravity values.
 DP0230
 DP0230;                    North         East    Units  Estimated Accuracy
 DP0230;SPC TXNC     - 2,253,280.      366,160.      MT  (+/- 180 meters Scaled)
 DP0230
 DP0230                          SUPERSEDED SURVEY CONTROL
 DP0230
 DP0230  NGVD 29 (??/??/92)  927.734  (m)         3043.74   (f) ADJ UNCH    2 0
 DP0230
 DP0230.Superseded values are not recommended for survey control.
 DP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0230.See file dsdata.txt to determine how the superseded data were derived.
 DP0230
 DP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC124557(NAD 83)
 DP0230_MARKER: DB = BENCH MARK DISK
 DP0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0230_SP_SET: BRIDGE
 DP0230_STAMPING: R 438 1934
 DP0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0230
 DP0230  HISTORY     - Date     Condition        Report By
 DP0230  HISTORY     - 1934     MONUMENTED       CGS
 DP0230  HISTORY     - 1958     GOOD             NGS
 DP0230
 DP0230                          STATION DESCRIPTION
 DP0230
 DP0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0230'3.8 MI E FROM DOUGHERTY.
 DP0230'3.8 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM THE
 DP0230'STATION AT DOUGHERTY, FLOYD COUNTY, 1 POLE EAST OF MILEPOST 91+5, AT A
 DP0230'12-BY 13-FOOT CONCRETE BRIDGE, IN THE TOP OF THE WEST END OF THE SOUTH
 DP0230'ABUTMENT, AND 12 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A
 DP0230'STANDARD DISK, STAMPED R 438 1934.  NOTE-- THIS MARK IS IN MOTLEY
 DP0230'COUNTY AND IS ONE POLE EAST OF MILEPOST 91+25 INSTEAD OF MILEPOST 91+5
 DP0230'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0348 ***********************************************************************
 EN0348  DESIGNATION -  R 439
 EN0348  PID         -  EN0348
 EN0348  STATE/COUNTY-  TX/HALE
 EN0348  USGS QUAD   -  PLAINVIEW (1965)
 EN0348
 EN0348                         *CURRENT SURVEY CONTROL
 EN0348  ___________________________________________________________________
 EN0348* NAD 83(1986)-  34 11 17.     (N)    101 42 06.     (W)     SCALED    
 EN0348* NAVD 88     -      1027.072  (meters)    3369.65   (feet)  ADJUSTED  
 EN0348  ___________________________________________________________________
 EN0348  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EN0348  DYNAMIC HT  -        1025.763 (meters)    3365.36  (feet)  COMP
 EN0348  MODELED GRAV-     979,326.2   (mgal)                       NAVD 88
 EN0348
 EN0348  VERT ORDER  -  SECOND    CLASS 0
 EN0348
 EN0348.The horizontal coordinates were scaled from a topographic map and have
 EN0348.an estimated accuracy of +/- 6 seconds.
 EN0348
 EN0348.The orthometric height was determined by differential leveling
 EN0348.and adjusted by the National Geodetic Survey in June 1991..
 EN0348.WARNING-Repeat measurements at this control monument indicate possible
 EN0348.vertical movement.
 EN0348
 EN0348.The geoid height was determined by GEOID03.
 EN0348
 EN0348.The dynamic height is computed by dividing the NAVD 88
 EN0348.geopotential number by the normal gravity value computed on the
 EN0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0348.degrees latitude (g = 980.6199 gals.).
 EN0348
 EN0348.The modeled gravity was interpolated from observed gravity values.
 EN0348
 EN0348;                    North         East    Units  Estimated Accuracy
 EN0348;SPC TXNC     - 2,284,120.      304,890.      MT  (+/- 180 meters Scaled)
 EN0348
 EN0348                          SUPERSEDED SURVEY CONTROL
 EN0348
 EN0348  NGVD 29 (??/??/92) 1026.663  (m)         3368.31   (f) ADJ UNCH    2 0
 EN0348
 EN0348.Superseded values are not recommended for survey control.
 EN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0348.See file dsdata.txt to determine how the superseded data were derived.
 EN0348
 EN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC510863(NAD 83)
 EN0348_MARKER: DB = BENCH MARK DISK
 EN0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0348_SP_SET: BANNISTER
 EN0348_STAMPING: R 439 1934
 EN0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0348
 EN0348  HISTORY     - Date     Condition        Report By
 EN0348  HISTORY     - 1934     MONUMENTED       CGS
 EN0348  HISTORY     - 1963     GOOD             NGS
 EN0348  HISTORY     - 1971     GOOD             NGS
 EN0348
 EN0348                          STATION DESCRIPTION
 EN0348
 EN0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EN0348'IN PLAINVIEW.
 EN0348'AT PLAINVIEW, HALE COUNTY, AT THE POST OFFICE, AT THE NORTH SIDE OF
 EN0348'THE MAIN ENTRANCE STEPS, AND IN THE TOP OF THE CENTER OF THE CONCRETE
 EN0348'BANNISTER.  A STANDARD DISK, STAMPED R 439 1934.
 EN0348
 EN0348                          STATION RECOVERY (1971)
 EN0348
 EN0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EN0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1575 ***********************************************************************
 AN1575  DESIGNATION -  R 44
 AN1575  PID         -  AN1575
 AN1575  STATE/COUNTY-  TX/KARNES
 AN1575  USGS QUAD   -  KARNES CITY (1987)
 AN1575
 AN1575                         *CURRENT SURVEY CONTROL
 AN1575  ___________________________________________________________________
 AN1575* NAD 83(1986)-  28 57 05.     (N)    097 58 47.     (W)     SCALED    
 AN1575* NAVD 88     -        88.108  (meters)     289.07   (feet)  ADJUSTED  
 AN1575  ___________________________________________________________________
 AN1575  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AN1575  DYNAMIC HT  -          87.980 (meters)     288.65  (feet)  COMP
 AN1575  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 AN1575
 AN1575  VERT ORDER  -  FIRST     CLASS II
 AN1575
 AN1575.The horizontal coordinates were scaled from a topographic map and have
 AN1575.an estimated accuracy of +/- 6 seconds.
 AN1575
 AN1575.The orthometric height was determined by differential leveling
 AN1575.and adjusted by the National Geodetic Survey in June 1991..
 AN1575
 AN1575.The geoid height was determined by GEOID03.
 AN1575
 AN1575.The dynamic height is computed by dividing the NAVD 88
 AN1575.geopotential number by the normal gravity value computed on the
 AN1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1575.degrees latitude (g = 980.6199 gals.).
 AN1575
 AN1575.The modeled gravity was interpolated from observed gravity values.
 AN1575
 AN1575;                    North         East    Units  Estimated Accuracy
 AN1575;SPC TXSC     - 4,124,350.      699,450.      MT  (+/- 180 meters Scaled)
 AN1575
 AN1575                          SUPERSEDED SURVEY CONTROL
 AN1575
 AN1575  NGVD 29 (??/??/92)   88.052  (m)          288.88   (f) ADJ UNCH    1 2
 AN1575
 AN1575.Superseded values are not recommended for survey control.
 AN1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1575.See file dsdata.txt to determine how the superseded data were derived.
 AN1575
 AN1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT994030(NAD 83)
 AN1575_MARKER: DB = BENCH MARK DISK
 AN1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1575_STAMPING: ELEV 288.969 FT R 44 1917
 AN1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1575+STABILITY: SURFACE MOTION
 AN1575
 AN1575  HISTORY     - Date     Condition        Report By
 AN1575  HISTORY     - 1917     MONUMENTED       CGS
 AN1575  HISTORY     - 1943     GOOD             NGS
 AN1575  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1575
 AN1575                          STATION DESCRIPTION
 AN1575
 AN1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AN1575'3.4 MI SE FROM FALLS CITY.
 AN1575'3.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AN1575'AT FALLS CITY, KARNES COUNTY, 0.4 MILE SOUTHWEST OF HOBSON, 84 FEET
 AN1575'NORTHWEST OF THE FIFTEENTH POLE NORTHWEST OF MILEPOST 48, 360 FEET
 AN1575'SOUTHEAST OF A DIRT-ROAD CROSSING, 33.5 FEET NORTHWEST OF POLE
 AN1575'JIA-101, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 3 FEET
 AN1575'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHWEST OF A WHITE
 AN1575'WOODEN WITNESS POST, AND 1.5 FEET HIGHER THAN THE TRACK.  A STANDARD
 AN1575'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 AN1575'GROUND.
 AN1575
 AN1575                          STATION RECOVERY (1943)
 AN1575
 AN1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AN1575'RECOVERED IN GOOD CONDITION.
 AN1575
 AN1575                          STATION RECOVERY (1981)
 AN1575
 AN1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1575'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0122 ***********************************************************************
 EO0122  DESIGNATION -  R 440
 EO0122  PID         -  EO0122
 EO0122  STATE/COUNTY-  TX/LAMB
 EO0122  USGS QUAD   -  EARTH (1980)
 EO0122
 EO0122                         *CURRENT SURVEY CONTROL
 EO0122  ___________________________________________________________________
 EO0122* NAD 83(1986)-  34 13 59.     (N)    102 26 24.     (W)     SCALED    
 EO0122* NAVD 88     -      1129.648  (meters)    3706.19   (feet)  ADJUSTED  
 EO0122  ___________________________________________________________________
 EO0122  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 EO0122  DYNAMIC HT  -        1128.193 (meters)    3701.41  (feet)  COMP
 EO0122  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 EO0122
 EO0122  VERT ORDER  -  SECOND    CLASS 0
 EO0122
 EO0122.The horizontal coordinates were scaled from a topographic map and have
 EO0122.an estimated accuracy of +/- 6 seconds.
 EO0122
 EO0122.The orthometric height was determined by differential leveling
 EO0122.and adjusted by the National Geodetic Survey in June 1991..
 EO0122
 EO0122.The geoid height was determined by GEOID03.
 EO0122
 EO0122.The dynamic height is computed by dividing the NAVD 88
 EO0122.geopotential number by the normal gravity value computed on the
 EO0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0122.degrees latitude (g = 980.6199 gals.).
 EO0122
 EO0122.The modeled gravity was interpolated from observed gravity values.
 EO0122
 EO0122;                    North         East    Units  Estimated Accuracy
 EO0122;SPC TXNC     - 2,291,420.      237,060.      MT  (+/- 180 meters Scaled)
 EO0122
 EO0122                          SUPERSEDED SURVEY CONTROL
 EO0122
 EO0122  NGVD 29 (??/??/92) 1129.128  (m)         3704.48   (f) ADJ UNCH    2 0
 EO0122
 EO0122.Superseded values are not recommended for survey control.
 EO0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0122.See file dsdata.txt to determine how the superseded data were derived.
 EO0122
 EO0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT357909(NAD 83)
 EO0122_MARKER: DB = BENCH MARK DISK
 EO0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0122_STAMPING: R-440 1934
 EO0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0122+STABILITY: SURFACE MOTION
 EO0122
 EO0122  HISTORY     - Date     Condition        Report By
 EO0122  HISTORY     - 1934     MONUMENTED       CGS
 EO0122  HISTORY     - 1963     MARK NOT FOUND   USGS
 EO0122
 EO0122                          STATION DESCRIPTION
 EO0122
 EO0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0122'1.3 MI W FROM EARTH.
 EO0122'1.3 MI. W. ALONG U.S. NO. 70 58 FT. S. OF THE CENTER LINE OF HWY., 30
 EO0122'FT S. OF A TELEGRAPH POLE, 12 FT. W. OF THE CENTER LINE OF A GATE IN
 EO0122'R.O.W. FENCE, 2 FT. W. OF A FENCE CORNER, AND 1 FT. N. OF R.O.W.
 EO0122'FENCE.
 EO0122
 EO0122                          STATION RECOVERY (1963)
 EO0122
 EO0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EO0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0688 ***********************************************************************
 CU0688  DESIGNATION -  R 444 RESET 1964
 CU0688  PID         -  CU0688
 CU0688  STATE/COUNTY-  TX/DAWSON
 CU0688  USGS QUAD   -  KEY (1970)
 CU0688
 CU0688                         *CURRENT SURVEY CONTROL
 CU0688  ___________________________________________________________________
 CU0688* NAD 83(1986)-  32 39 03.     (N)    101 51 15.     (W)     SCALED    
 CU0688* NAVD 88     -       888.44   (meters)    2914.8    (feet)  RESET     
 CU0688  ___________________________________________________________________
 CU0688  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CU0688
 CU0688  VERT ORDER  -  THIRD
 CU0688
 CU0688.The horizontal coordinates were scaled from a topographic map and have
 CU0688.an estimated accuracy of +/- 6 seconds.
 CU0688
 CU0688.The orthometric height was computed from unverified reset data.
 CU0688
 CU0688.The geoid height was determined by GEOID03.
 CU0688
 CU0688;                    North         East    Units  Estimated Accuracy
 CU0688;SPC TXNC     - 2,114,160.      285,400.      MT  (+/- 180 meters Scaled)
 CU0688
 CU0688                          SUPERSEDED SURVEY CONTROL
 CU0688
 CU0688.No superseded survey control is available for this station.
 CU0688
 CU0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB322161(NAD 83)
 CU0688_MARKER: DB = BENCH MARK DISK
 CU0688_SETTING: 0 = UNSPECIFIED SETTING
 CU0688_STAMPING: R 444 RESET 1964
 CU0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0688
 CU0688  HISTORY     - Date     Condition        Report By
 CU0688  HISTORY     - 1964     MONUMENTED       TXHD
 CU0688
 CU0688                          STATION DESCRIPTION
 CU0688
 CU0688'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1964
 CU0688'8.2 MI SE FROM LAMESA.
 CU0688'ABOUT 8.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY
 CU0688'COURTHOUSE AT LAMESA, 0.3 MILES SOUTH OF A ROAD INTERSECTION, 57 FEET
 CU0688'EAST OF THE CENTERLINE OF NORTH BOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0706 ***********************************************************************
 CU0706  DESIGNATION -  R 445
 CU0706  PID         -  CU0706
 CU0706  STATE/COUNTY-  TX/DAWSON
 CU0706  USGS QUAD   -  O'DONNELL (1969)
 CU0706
 CU0706                         *CURRENT SURVEY CONTROL
 CU0706  ___________________________________________________________________
 CU0706* NAD 83(1986)-  32 55 18.     (N)    101 51 47.     (W)     SCALED    
 CU0706* NAVD 88     -       922.966  (meters)    3028.10   (feet)  ADJUSTED  
 CU0706  ___________________________________________________________________
 CU0706  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CU0706  DYNAMIC HT  -         921.745 (meters)    3024.09  (feet)  COMP
 CU0706  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 CU0706
 CU0706  VERT ORDER  -  SECOND    CLASS 0
 CU0706
 CU0706.The horizontal coordinates were scaled from a topographic map and have
 CU0706.an estimated accuracy of +/- 6 seconds.
 CU0706
 CU0706.The orthometric height was determined by differential leveling
 CU0706.and adjusted by the National Geodetic Survey in June 1991..
 CU0706
 CU0706.The geoid height was determined by GEOID03.
 CU0706
 CU0706.The dynamic height is computed by dividing the NAVD 88
 CU0706.geopotential number by the normal gravity value computed on the
 CU0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0706.degrees latitude (g = 980.6199 gals.).
 CU0706
 CU0706.The modeled gravity was interpolated from observed gravity values.
 CU0706
 CU0706;                    North         East    Units  Estimated Accuracy
 CU0706;SPC TXNC     - 2,144,200.      285,530.      MT  (+/- 180 meters Scaled)
 CU0706
 CU0706                          SUPERSEDED SURVEY CONTROL
 CU0706
 CU0706  NGVD 29 (??/??/92)  922.613  (m)         3026.94   (f) ADJ UNCH    2 0
 CU0706
 CU0706.Superseded values are not recommended for survey control.
 CU0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0706.See file dsdata.txt to determine how the superseded data were derived.
 CU0706
 CU0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB322462(NAD 83)
 CU0706_MARKER: DB = BENCH MARK DISK
 CU0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0706_STAMPING: R 445 1934
 CU0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0706+STABILITY: SURFACE MOTION
 CU0706
 CU0706  HISTORY     - Date     Condition        Report By
 CU0706  HISTORY     - 1934     MONUMENTED       CGS
 CU0706  HISTORY     - 1961     GOOD             NGS
 CU0706
 CU0706                          STATION DESCRIPTION
 CU0706
 CU0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0706'3.4 MI SW FROM ODONNELL.
 CU0706'IN DAWSON COUNTY, 3.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE
 CU0706'RAILWAY FROM THE STATION AT ODONNELL, LYNN COUNTY, 0.5 MILE NORTH OF
 CU0706'MILEPOST 40, 48 FEET EAST OF THE CENTERLINE OF THE TRACK, 40 FEET WEST
 CU0706'OF THE CENTERLINE OF U.S. HIGHWAY 87, AND 2 FEET WEST OF THE
 CU0706'RIGHT-OF-WAY FENCE.  NOTE-- IT IS 4 YARDS EAST OF A TELEGRAPH POLE.
 CU0706'THE OLD HIGHWAY IS NOW IN CULTIVATED AREAS AND THE HIGHWAY IS NOW A
 CU0706'DIVIDED EXPRESSWAY WEST OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0486 ***********************************************************************
 CU0486  DESIGNATION -  R 446
 CU0486  PID         -  CU0486
 CU0486  STATE/COUNTY-  TX/BORDEN
 CU0486  USGS QUAD   -  GAIL (1969)
 CU0486
 CU0486                         *CURRENT SURVEY CONTROL
 CU0486  ___________________________________________________________________
 CU0486* NAD 83(1986)-  32 46 08.     (N)    101 28 54.     (W)     SCALED    
 CU0486* NAVD 88     -       789.643  (meters)    2590.69   (feet)  ADJUSTED  
 CU0486  ___________________________________________________________________
 CU0486  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CU0486  DYNAMIC HT  -         788.606 (meters)    2587.28  (feet)  COMP
 CU0486  MODELED GRAV-     979,298.7   (mgal)                       NAVD 88
 CU0486
 CU0486  VERT ORDER  -  SECOND    CLASS 0
 CU0486
 CU0486.The horizontal coordinates were scaled from a topographic map and have
 CU0486.an estimated accuracy of +/- 6 seconds.
 CU0486
 CU0486.The orthometric height was determined by differential leveling
 CU0486.and adjusted by the National Geodetic Survey in June 1991..
 CU0486
 CU0486.The geoid height was determined by GEOID03.
 CU0486
 CU0486.The dynamic height is computed by dividing the NAVD 88
 CU0486.geopotential number by the normal gravity value computed on the
 CU0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0486.degrees latitude (g = 980.6199 gals.).
 CU0486
 CU0486.The modeled gravity was interpolated from observed gravity values.
 CU0486
 CU0486;                    North         East    Units  Estimated Accuracy
 CU0486;SPC TXNC     - 2,126,190.      320,700.      MT  (+/- 180 meters Scaled)
 CU0486
 CU0486                          SUPERSEDED SURVEY CONTROL
 CU0486
 CU0486  NGVD 29 (??/??/92)  789.326  (m)         2589.65   (f) ADJ UNCH    2 0
 CU0486
 CU0486.Superseded values are not recommended for survey control.
 CU0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0486.See file dsdata.txt to determine how the superseded data were derived.
 CU0486
 CU0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB675283(NAD 83)
 CU0486_MARKER: DB = BENCH MARK DISK
 CU0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0486_STAMPING: R 446 1934
 CU0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0486+STABILITY: SURFACE MOTION
 CU0486
 CU0486  HISTORY     - Date     Condition        Report By
 CU0486  HISTORY     - 1934     MONUMENTED       CGS
 CU0486
 CU0486                          STATION DESCRIPTION
 CU0486
 CU0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0486'2.7 MI W FROM GAIL.
 CU0486'2.7 MILES WEST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CU0486'GAIL, BORDEN COUNTY, AT THE EDGE OF SMALL MOUNTAINS, 0.4 MILE EAST OF
 CU0486'A DIP, 0.1 MILE WEST OF A CURVE, 36 FEET SOUTH OF THE CENTERLINE OF
 CU0486'THE HIGHWAY, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 CU0486'DISK, STAMPED R 446 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CU0486'THIS MARK IS ON THE OLD HIGHWAY AND SOUTH OF THE PRESENT PAVED
 CU0486'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0275 ***********************************************************************
 CC0275  DESIGNATION -  R 447
 CC0275  PID         -  CC0275
 CC0275  STATE/COUNTY-  TX/WINKLER
 CC0275  USGS QUAD   -  VESRUE (1970)
 CC0275
 CC0275                         *CURRENT SURVEY CONTROL
 CC0275  ___________________________________________________________________
 CC0275* NAD 83(1986)-  31 56 37.     (N)    103 06 44.     (W)     SCALED    
 CC0275* NAVD 88     -       892.911  (meters)    2929.49   (feet)  ADJUSTED  
 CC0275  ___________________________________________________________________
 CC0275  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CC0275  DYNAMIC HT  -         891.653 (meters)    2925.36  (feet)  COMP
 CC0275  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 CC0275
 CC0275  VERT ORDER  -  SECOND    CLASS 0
 CC0275
 CC0275.The horizontal coordinates were scaled from a topographic map and have
 CC0275.an estimated accuracy of +/- 6 seconds.
 CC0275
 CC0275.The orthometric height was determined by differential leveling
 CC0275.and adjusted by the National Geodetic Survey in June 1991..
 CC0275
 CC0275.The geoid height was determined by GEOID03.
 CC0275
 CC0275.The dynamic height is computed by dividing the NAVD 88
 CC0275.geopotential number by the normal gravity value computed on the
 CC0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0275.degrees latitude (g = 980.6199 gals.).
 CC0275
 CC0275.The modeled gravity was interpolated from observed gravity values.
 CC0275
 CC0275;                    North         East    Units  Estimated Accuracy
 CC0275;SPC TX C     - 3,255,710.      437,280.      MT  (+/- 180 meters Scaled)
 CC0275
 CC0275                          SUPERSEDED SURVEY CONTROL
 CC0275
 CC0275  NGVD 29 (??/??/92)  892.518  (m)         2928.20   (f) ADJ UNCH    2 0
 CC0275
 CC0275.Superseded values are not recommended for survey control.
 CC0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0275.See file dsdata.txt to determine how the superseded data were derived.
 CC0275
 CC0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR784357(NAD 83)
 CC0275_MARKER: DB = BENCH MARK DISK
 CC0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0275_STAMPING: R-447 1935
 CC0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0275+STABILITY: SURFACE MOTION
 CC0275
 CC0275  HISTORY     - Date     Condition        Report By
 CC0275  HISTORY     - 1935     MONUMENTED       CGS
 CC0275
 CC0275                          STATION DESCRIPTION
 CC0275
 CC0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0275'2.2 MI S FROM CHEYENNE.
 CC0275'2.2 MI. S. ALONG T AND NM RY. 161 FT. E. OF MILE POST NO. 30, 101 FT.
 CC0275'E. OF THE CENTER LINE OF TRACK, 57 FT. W. OF THE CENTER LINE OF HWY.,
 CC0275'AND 1 FT. W. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0399 ***********************************************************************
 BN0399  DESIGNATION -  R 448
 BN0399  PID         -  BN0399
 BN0399  STATE/COUNTY-  TX/KIMBLE
 BN0399  USGS QUAD   -  LONDON (1968)
 BN0399
 BN0399                         *CURRENT SURVEY CONTROL
 BN0399  ___________________________________________________________________
 BN0399* NAD 83(1986)-  30 41 51.     (N)    099 33 00.     (W)     SCALED    
 BN0399* NAVD 88     -       537.912  (meters)    1764.80   (feet)  ADJUSTED  
 BN0399  ___________________________________________________________________
 BN0399  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 BN0399  DYNAMIC HT  -         537.159 (meters)    1762.33  (feet)  COMP
 BN0399  MODELED GRAV-     979,223.8   (mgal)                       NAVD 88
 BN0399
 BN0399  VERT ORDER  -  SECOND    CLASS 0
 BN0399
 BN0399.The horizontal coordinates were scaled from a topographic map and have
 BN0399.an estimated accuracy of +/- 6 seconds.
 BN0399
 BN0399.The orthometric height was determined by differential leveling
 BN0399.and adjusted by the National Geodetic Survey in June 1991..
 BN0399
 BN0399.The geoid height was determined by GEOID03.
 BN0399
 BN0399.The dynamic height is computed by dividing the NAVD 88
 BN0399.geopotential number by the normal gravity value computed on the
 BN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0399.degrees latitude (g = 980.6199 gals.).
 BN0399
 BN0399.The modeled gravity was interpolated from observed gravity values.
 BN0399
 BN0399;                    North         East    Units  Estimated Accuracy
 BN0399;SPC TX C     - 3,114,540.      775,040.      MT  (+/- 180 meters Scaled)
 BN0399
 BN0399                          SUPERSEDED SURVEY CONTROL
 BN0399
 BN0399  NGVD 29 (??/??/92)  537.861  (m)         1764.63   (f) ADJ UNCH    2 0
 BN0399
 BN0399.Superseded values are not recommended for survey control.
 BN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0399.See file dsdata.txt to determine how the superseded data were derived.
 BN0399
 BN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU473962(NAD 83)
 BN0399_MARKER: DB = BENCH MARK DISK
 BN0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0399_STAMPING: R-448 1935
 BN0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0399+STABILITY: SURFACE MOTION
 BN0399
 BN0399  HISTORY     - Date     Condition        Report By
 BN0399  HISTORY     - 1935     MONUMENTED       CGS
 BN0399  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0399  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 BN0399
 BN0399                          STATION DESCRIPTION
 BN0399
 BN0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0399'23.8 MI SW FROM MASON.
 BN0399'23.8 MI. S.W. OF COURTHOUSE ALONG STATE NO. 29 0.1 MI. S. OF RANCH
 BN0399'HOUSE ON THE E. SIDE OF THE HWY., 425 FT. N. OF T ANGLE IN E. FENCE,
 BN0399'31 FT. W. OF THE CENTER LINE OF HWY., AND 1 FT. E. OF FENCE.
 BN0399
 BN0399                          STATION RECOVERY (1953)
 BN0399
 BN0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BN0399'MARK NOT FOUND.
 BN0399
 BN0399                          STATION RECOVERY (1999)
 BN0399
 BN0399'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0272 ***********************************************************************
 BN0272  DESIGNATION -  R 449
 BN0272  PID         -  BN0272
 BN0272  STATE/COUNTY-  TX/KERR
 BN0272  USGS QUAD   -  CONTRARY CREEK (1964)
 BN0272
 BN0272                         *CURRENT SURVEY CONTROL
 BN0272  ___________________________________________________________________
 BN0272* NAD 83(1986)-  30 14 56.     (N)    099 27 07.     (W)     SCALED    
 BN0272* NAVD 88     -       676.942  (meters)    2220.93   (feet)  ADJUSTED  
 BN0272  ___________________________________________________________________
 BN0272  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BN0272  DYNAMIC HT  -         675.969 (meters)    2217.74  (feet)  COMP
 BN0272  MODELED GRAV-     979,180.8   (mgal)                       NAVD 88
 BN0272
 BN0272  VERT ORDER  -  SECOND    CLASS 0
 BN0272
 BN0272.The horizontal coordinates were scaled from a topographic map and have
 BN0272.an estimated accuracy of +/- 6 seconds.
 BN0272
 BN0272.The orthometric height was determined by differential leveling
 BN0272.and adjusted by the National Geodetic Survey in June 1991..
 BN0272
 BN0272.The geoid height was determined by GEOID03.
 BN0272
 BN0272.The dynamic height is computed by dividing the NAVD 88
 BN0272.geopotential number by the normal gravity value computed on the
 BN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0272.degrees latitude (g = 980.6199 gals.).
 BN0272
 BN0272.The modeled gravity was interpolated from observed gravity values.
 BN0272
 BN0272;                    North         East    Units  Estimated Accuracy
 BN0272;SPC TXSC     - 4,267,800.      556,500.      MT  (+/- 180 meters Scaled)
 BN0272
 BN0272                          SUPERSEDED SURVEY CONTROL
 BN0272
 BN0272  NGVD 29 (??/??/92)  676.878  (m)         2220.72   (f) ADJ UNCH    2 0
 BN0272
 BN0272.Superseded values are not recommended for survey control.
 BN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0272.See file dsdata.txt to determine how the superseded data were derived.
 BN0272
 BN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU565464(NAD 83)
 BN0272_MARKER: DB = BENCH MARK DISK
 BN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0272_STAMPING: R 449 1935
 BN0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0272+STABILITY: SURFACE MOTION
 BN0272
 BN0272  HISTORY     - Date     Condition        Report By
 BN0272  HISTORY     - 1935     MONUMENTED       CGS
 BN0272  HISTORY     - 1963     GOOD             USGS
 BN0272
 BN0272                          STATION DESCRIPTION
 BN0272
 BN0272'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BN0272'19.0 MI NW FROM INGRAM.
 BN0272'IN KERR COUNTY, 17.6 MILES SOUTHEAST ALONG STATE HWY. 27 FROM THE POST
 BN0272'OFFICE AT SEGOVIA, KIMBLE COUNTY, 19.0 MILES NORTHWEST OF INGRAM, KERR
 BN0272'COUNTY, 375 FEET SOUTHEAST OF A CONCRETE CULVERT, 495 FEET SOUTHEAST
 BN0272'OF A DIRT ROAD LEADING NORTHEAST, 88 FEET SOUTHWEST OF THE CENTERLINE
 BN0272'OF THE HIGHWAY, AT THE TOP OF A SMALL HILL, AND 1 FOOT NORTHEAST OF A
 BN0272'FENCE.  A STANDARD DISK, STAMPED R 449 1935 AND SET IN THE TOP OF A
 BN0272'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1476 ***********************************************************************
 AN1476  DESIGNATION -  R 45
 AN1476  PID         -  AN1476
 AN1476  STATE/COUNTY-  TX/BEE
 AN1476  USGS QUAD   -  SKIDMORE (1979)
 AN1476
 AN1476                         *CURRENT SURVEY CONTROL
 AN1476  ___________________________________________________________________
 AN1476* NAD 83(1986)-  28 21 16.     (N)    097 43 24.     (W)     SCALED    
 AN1476* NAVD 88     -        60.212  (meters)     197.55   (feet)  ADJUSTED  
 AN1476  ___________________________________________________________________
 AN1476  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN1476  DYNAMIC HT  -          60.122 (meters)     197.25  (feet)  COMP
 AN1476  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 AN1476
 AN1476  VERT ORDER  -  FIRST     CLASS II
 AN1476
 AN1476.The horizontal coordinates were scaled from a topographic map and have
 AN1476.an estimated accuracy of +/- 6 seconds.
 AN1476
 AN1476.The orthometric height was determined by differential leveling
 AN1476.and adjusted by the National Geodetic Survey in June 1991..
 AN1476
 AN1476.The geoid height was determined by GEOID03.
 AN1476
 AN1476.The dynamic height is computed by dividing the NAVD 88
 AN1476.geopotential number by the normal gravity value computed on the
 AN1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1476.degrees latitude (g = 980.6199 gals.).
 AN1476
 AN1476.The modeled gravity was interpolated from observed gravity values.
 AN1476
 AN1476;                    North         East    Units  Estimated Accuracy
 AN1476;SPC TXSC     - 4,058,440.      725,160.      MT  (+/- 180 meters Scaled)
 AN1476
 AN1476                          SUPERSEDED SURVEY CONTROL
 AN1476
 AN1476  NGVD 29 (??/??/92)   60.206  (m)          197.53   (f) ADJ UNCH    1 2
 AN1476
 AN1476.Superseded values are not recommended for survey control.
 AN1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1476.See file dsdata.txt to determine how the superseded data were derived.
 AN1476
 AN1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS251371(NAD 83)
 AN1476_MARKER: DB = BENCH MARK DISK
 AN1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1476_STAMPING: R-45 1917 ELEV. 197.565 FT.
 AN1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1476+STABILITY: SURFACE MOTION
 AN1476
 AN1476  HISTORY     - Date     Condition        Report By
 AN1476  HISTORY     - 1917     MONUMENTED       CGS
 AN1476  HISTORY     - 1943     GOOD             NGS
 AN1476  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1476  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1476  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN1476
 AN1476                          STATION DESCRIPTION
 AN1476
 AN1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1476'3.8 MI SE FROM BEEVILLE.
 AN1476'3.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1476'STATION AT BEEVILLE, NEAR A ROAD CROSSING, 71 FEET NORTHWEST OF A
 AN1476'POINT ON THE SOUTHWEST SIDE OF THE TRACK FROM THE 6TH. POLE NORTHWEST
 AN1476'OF MILEPOST NO. 97, 40 FEET NORTHEAST OF THE CENTER-LINE OF U.S.
 AN1476'HIGHWAY NO. 181, 39.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AN1476'TRACK, 1.7 FEET SOUTHEAST OF REFERENCE POST.  BENCH MARK DISK SET IN
 AN1476'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 AN1476
 AN1476                          STATION RECOVERY (1975)
 AN1476
 AN1476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1476'MARK NOT FOUND.
 AN1476
 AN1476                          STATION RECOVERY (1981)
 AN1476
 AN1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1476'SEARCHED FOR, NOT RECOVERED.
 AN1476
 AN1476                          STATION RECOVERY (1997)
 AN1476
 AN1476'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0252 ***********************************************************************
 CD0252  DESIGNATION -  R 451
 CD0252  PID         -  CD0252
 CD0252  STATE/COUNTY-  TX/CULBERSON
 CD0252  USGS QUAD   -  FIGURE TWO RANCH (1973)
 CD0252
 CD0252                         *CURRENT SURVEY CONTROL
 CD0252  ___________________________________________________________________
 CD0252* NAD 83(1986)-  31 28 08.     (N)    104 50 58.     (W)     SCALED    
 CD0252* NAVD 88     -      1100.906  (meters)    3611.89   (feet)  ADJUSTED  
 CD0252  ___________________________________________________________________
 CD0252  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CD0252  DYNAMIC HT  -        1099.212 (meters)    3606.33  (feet)  COMP
 CD0252  MODELED GRAV-     979,064.4   (mgal)                       NAVD 88
 CD0252
 CD0252  VERT ORDER  -  SECOND    CLASS 0
 CD0252
 CD0252.The horizontal coordinates were scaled from a topographic map and have
 CD0252.an estimated accuracy of +/- 6 seconds.
 CD0252
 CD0252.The orthometric height was determined by differential leveling
 CD0252.and adjusted by the National Geodetic Survey in June 1991..
 CD0252
 CD0252.The geoid height was determined by GEOID03.
 CD0252
 CD0252.The dynamic height is computed by dividing the NAVD 88
 CD0252.geopotential number by the normal gravity value computed on the
 CD0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0252.degrees latitude (g = 980.6199 gals.).
 CD0252
 CD0252.The modeled gravity was interpolated from observed gravity values.
 CD0252
 CD0252;                    North         East    Units  Estimated Accuracy
 CD0252;SPC TX C     - 3,208,500.      270,970.      MT  (+/- 180 meters Scaled)
 CD0252
 CD0252                          SUPERSEDED SURVEY CONTROL
 CD0252
 CD0252  NGVD 29 (??/??/92) 1100.418  (m)         3610.29   (f) ADJ UNCH    2 0
 CD0252
 CD0252.Superseded values are not recommended for survey control.
 CD0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0252.See file dsdata.txt to determine how the superseded data were derived.
 CD0252
 CD0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ143815(NAD 83)
 CD0252_MARKER: DB = BENCH MARK DISK
 CD0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0252_STAMPING: R 451 1934
 CD0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0252+STABILITY: SURFACE MOTION
 CD0252
 CD0252  HISTORY     - Date     Condition        Report By
 CD0252  HISTORY     - 1934     MONUMENTED       CGS
 CD0252  HISTORY     - 1958     GOOD             NGS
 CD0252
 CD0252                          STATION DESCRIPTION
 CD0252
 CD0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0252'33.1 MI N FROM VAN HORN.
 CD0252'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0252'STATION AT VAN HORN, THENCE ABOUT 31.6 MILES NORTH ALONG STATE HIGHWAY
 CD0252'54, THENCE ABOUT 0.75 MILE WEST ALONG A PRIVATE ROAD, TO THE JUNCTION
 CD0252'WITH THE OLD HIGHWAY, THENCE ABOUT 0.6 MILE NORTH ALONG THE OLD
 CD0252'HIGHWAY.  71 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT
 CD0252'0.5 MILE NORTH-NORTHWEST OF THE FIGURE 2 RANCH BUILDINGS, 3 FEET
 CD0252'SOUTHWEST OF THE NORTH-WEST AND SOUTH-EAST FENCE, 2 FEET WEST OF A
 CD0252'WHITE WOODEN WITNESS POST, 2 FEET LOWER THAN THE LEVEL OF THE OLD
 CD0252'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0259 ***********************************************************************
 BP0259  DESIGNATION -  R 453
 BP0259  PID         -  BP0259
 BP0259  STATE/COUNTY-  TX/PECOS
 BP0259  USGS QUAD   -  BELDING NE (1970)
 BP0259
 BP0259                         *CURRENT SURVEY CONTROL
 BP0259  ___________________________________________________________________
 BP0259* NAD 83(1986)-  30 54 14.     (N)    103 04 38.     (W)     SCALED    
 BP0259* NAVD 88     -       945.610  (meters)    3102.39   (feet)  POSTED    
 BP0259  ___________________________________________________________________
 BP0259  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 BP0259  DYNAMIC HT  -         944.170 (meters)    3097.66  (feet)  COMP
 BP0259  MODELED GRAV-     979,086.7   (mgal)                       NAVD 88
 BP0259
 BP0259  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0259
 BP0259.The horizontal coordinates were scaled from a topographic map and have
 BP0259.an estimated accuracy of +/- 6 seconds.
 BP0259
 BP0259.The orthometric height was determined by differential leveling
 BP0259.and adjusted by the National Geodetic Survey in 1992..
 BP0259.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0259.rate of 1.1 thru 2.0 mm/km.
 BP0259
 BP0259.The geoid height was determined by GEOID03.
 BP0259
 BP0259.The dynamic height is computed by dividing the NAVD 88
 BP0259.geopotential number by the normal gravity value computed on the
 BP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0259.degrees latitude (g = 980.6199 gals.).
 BP0259
 BP0259.The modeled gravity was interpolated from observed gravity values.
 BP0259
 BP0259;                    North         East    Units  Estimated Accuracy
 BP0259;SPC TX C     - 3,140,390.      437,740.      MT  (+/- 180 meters Scaled)
 BP0259
 BP0259                          SUPERSEDED SURVEY CONTROL
 BP0259
 BP0259  NGVD 29 (??/??/92)  945.254  (m)         3101.22   (f) ADJ UNCH    2 0
 BP0259
 BP0259.Superseded values are not recommended for survey control.
 BP0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0259.See file dsdata.txt to determine how the superseded data were derived.
 BP0259
 BP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ837205(NAD 83)
 BP0259_MARKER: DB = BENCH MARK DISK
 BP0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0259_STAMPING: R 453 1935 3101.221
 BP0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0259+STABILITY: SURFACE MOTION
 BP0259
 BP0259  HISTORY     - Date     Condition        Report By
 BP0259  HISTORY     - 1935     MONUMENTED       CGS
 BP0259  HISTORY     - 1958     GOOD             NGS
 BP0259  HISTORY     - 19961005 GOOD             USPSQD
 BP0259
 BP0259                          STATION DESCRIPTION
 BP0259
 BP0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0259'11.6 MI W FROM FORT STOCKTON.
 BP0259'ABOUT 11.6 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0259'SANTA FE RAILWAY STATION AT FORT STOCKTON, 81 FEET NORTH OF THE CENTER
 BP0259'LINE OF THE HIGHWAY, ABOUT 0.3 MILE WEST OF THE CREST OF A SLIGHT
 BP0259'HILL, 290 FEET EAST OF CONCRETE RIGHT OF WAY MARKER NUMBER 630, 83 1/2
 BP0259'FEET EAST-NORTHEAST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE, 1 FOOT
 BP0259'EAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 BP0259'POST PROJECTING 7 INCHES.
 BP0259
 BP0259                          STATION RECOVERY (1996)
 BP0259
 BP0259'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0007 ***********************************************************************
 BB0007  DESIGNATION -  R 454
 BB0007  PID         -  BB0007
 BB0007  STATE/COUNTY-  TX/PRESIDIO
 BB0007  USGS QUAD   -  SHAFTER (1983)
 BB0007
 BB0007                         *CURRENT SURVEY CONTROL
 BB0007  ___________________________________________________________________
 BB0007* NAD 83(1986)-  29 50 53.     (N)    104 17 34.     (W)     SCALED    
 BB0007* NAVD 88     -      1330.459  (meters)    4365.01   (feet)  ADJUSTED  
 BB0007  ___________________________________________________________________
 BB0007  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BB0007  DYNAMIC HT  -        1328.243 (meters)    4357.74  (feet)  COMP
 BB0007  MODELED GRAV-     978,930.2   (mgal)                       NAVD 88
 BB0007
 BB0007  VERT ORDER  -  FIRST     CLASS II
 BB0007
 BB0007.The horizontal coordinates were scaled from a topographic map and have
 BB0007.an estimated accuracy of +/- 6 seconds.
 BB0007
 BB0007.The orthometric height was determined by differential leveling
 BB0007.and adjusted by the National Geodetic Survey in June 1991..
 BB0007
 BB0007.The geoid height was determined by GEOID03.
 BB0007
 BB0007.The dynamic height is computed by dividing the NAVD 88
 BB0007.geopotential number by the normal gravity value computed on the
 BB0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0007.degrees latitude (g = 980.6199 gals.).
 BB0007
 BB0007.The modeled gravity was interpolated from observed gravity values.
 BB0007
 BB0007;                    North         East    Units  Estimated Accuracy
 BB0007;SPC TXSC     - 4,234,860.       88,770.      MT  (+/- 180 meters Scaled)
 BB0007
 BB0007                          SUPERSEDED SURVEY CONTROL
 BB0007
 BB0007  NGVD 29 (??/??/92) 1330.012  (m)         4363.55   (f) ADJ UNCH    1 2
 BB0007
 BB0007.Superseded values are not recommended for survey control.
 BB0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0007.See file dsdata.txt to determine how the superseded data were derived.
 BB0007
 BB0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP683021(NAD 83)
 BB0007_MARKER: DB = BENCH MARK DISK
 BB0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0007_STAMPING: R 454 1935
 BB0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0007+STABILITY: SURFACE MOTION
 BB0007
 BB0007  HISTORY     - Date     Condition        Report By
 BB0007  HISTORY     - 1935     MONUMENTED       CGS
 BB0007  HISTORY     - 1958     MARK NOT FOUND   NGS
 BB0007  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0007  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0007
 BB0007                          STATION DESCRIPTION
 BB0007
 BB0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0007'3.2 MI NE FROM SHAFTER.
 BB0007'THIS MARK IS ON THE OLD ABANDONED U. S. HIGHWAY 67.  0.8 MILE NORTH OF
 BB0007'A CATTLEGUARD, 0.2 MILE NORTH OF A CURVE AT THE CROSSING OVER THE
 BB0007'SOUTH END OF A RAVINE, 0.2 MILE EAST OF THE JUNCTION OF TWO RAVINES,
 BB0007'AT THE TOP OF A RIDGE, AND 46 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BB0007'HIGHWAY.  A STANDARD DISK, STAMPED R 454 1935 AND SET IN THE TOP OF A
 BB0007'CONCRETE POST.
 BB0007
 BB0007                          STATION RECOVERY (1966)
 BB0007
 BB0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0007'MARK NOT FOUND.
 BB0007
 BB0007                          STATION RECOVERY (1996)
 BB0007
 BB0007'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1132 ***********************************************************************
 AW1132  DESIGNATION -  R 458
 AW1132  PID         -  AW1132
 AW1132  STATE/COUNTY-  TX/HARRIS
 AW1132  USGS QUAD   -  PARK PLACE (1995)
 AW1132
 AW1132                         *CURRENT SURVEY CONTROL
 AW1132  ___________________________________________________________________
 AW1132* NAD 83(1986)-  29 43 48.     (N)    095 17 35.     (W)     SCALED    
 AW1132* NAVD 88     -         9.273  (meters)      30.42   (feet)  ADJUSTED  
 AW1132  ___________________________________________________________________
 AW1132  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW1132  DYNAMIC HT  -           9.260 (meters)      30.38  (feet)  COMP
 AW1132  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 AW1132  OBS GRAVITY -     979,287.7   (mgal)                       GRAV_OBS
 AW1132
 AW1132  VERT ORDER  -  FIRST     CLASS I
 AW1132
 AW1132.The horizontal coordinates were scaled from a topographic map and have
 AW1132.an estimated accuracy of +/- 6 seconds.
 AW1132
 AW1132.The orthometric height was determined by differential leveling
 AW1132.and adjusted by the National Geodetic Survey in June 1991..
 AW1132
 AW1132.The geoid height was determined by GEOID03.
 AW1132
 AW1132.The dynamic height is computed by dividing the NAVD 88
 AW1132.geopotential number by the normal gravity value computed on the
 AW1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1132.degrees latitude (g = 980.6199 gals.).
 AW1132
 AW1132.The modeled gravity was interpolated from observed gravity values.
 AW1132.The observed gravity was obtained from relative gravimeter ties
 AW1132.to the IGSN71 gravity network.
 AW1132
 AW1132;                    North         East    Units  Estimated Accuracy
 AW1132;SPC TXSC     - 4,215,890.      958,530.      MT  (+/- 180 meters Scaled)
 AW1132
 AW1132                          SUPERSEDED SURVEY CONTROL
 AW1132
 AW1132  NGVD 29 (12/23/87)    9.270  (m)           30.41   (f) ADJUSTED    1 1
 AW1132
 AW1132.Superseded values are not recommended for survey control.
 AW1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1132.See file dsdata.txt to determine how the superseded data were derived.
 AW1132
 AW1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN782910(NAD 83)
 AW1132_MARKER: DB = BENCH MARK DISK
 AW1132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1132_SP_SET: WINGWALL
 AW1132_STAMPING: R 458 1951
 AW1132_MARK LOGO: CGS   
 AW1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1132+STABILITY: SURFACE MOTION
 AW1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1132+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1132
 AW1132  HISTORY     - Date     Condition        Report By
 AW1132  HISTORY     - 1951     MONUMENTED       CGS
 AW1132  HISTORY     - 1973     GOOD             NGS
 AW1132  HISTORY     - 1976     GOOD             NGS
 AW1132  HISTORY     - 1976     GOOD             NGS
 AW1132  HISTORY     - 1978     GOOD             NGS
 AW1132  HISTORY     - 1983     GOOD             NGS
 AW1132  HISTORY     - 1987     GOOD             USPSQD
 AW1132  HISTORY     - 1987     GOOD             USPSQD
 AW1132  HISTORY     - 1987     GOOD             NGS
 AW1132  HISTORY     - 1989     GOOD             USPSQD
 AW1132  HISTORY     - 1989     GOOD             USPSQD
 AW1132  HISTORY     - 19950624 GOOD             USPSQD
 AW1132  HISTORY     - 20040510 GOOD             USPSQD
 AW1132  HISTORY     - 20050705 GOOD             USPSQD
 AW1132
 AW1132                          STATION DESCRIPTION
 AW1132
 AW1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1132'4.4 MI SE FROM HOUSTON.
 AW1132'0.75 MILE SOUTHEAST ALONG CONGRESS STREET FROM THE COUNTY COURTHOUSE
 AW1132'AT HOUSTON, THENCE 3.65 MILES SOUTHEAST ALONG THE GALVESTON, HOUSTON
 AW1132'AND HENDERSON RAILROAD, 5 1/2 POLES NORTHWEST OF MILEPOLE 5, AT 75TH
 AW1132'STREET UNDERPASS, IN THE TOP AND 0.4 FOOT SOUTHWEST OF THE NORTHEAST
 AW1132'END OF THE SOUTH CONCRETE WINGWALL OF THE UNDERPASS, 7.1 FEET
 AW1132'SOUTHWEST OF THE SOUTHWEST RAIL, 1.2 FEET SOUTH OF THE SOUTH CORNER OF
 AW1132'A CONCRETE GUARDRAIL POST, AND ABOUT LEVEL WITH THE TRACK.
 AW1132
 AW1132                          STATION RECOVERY (1976)
 AW1132
 AW1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1132'RECOVERED IN GOOD CONDITION.
 AW1132
 AW1132                          STATION RECOVERY (1976)
 AW1132
 AW1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1132'RECOVERED IN GOOD CONDITION.
 AW1132
 AW1132                          STATION RECOVERY (1978)
 AW1132
 AW1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1132'RECOVERED IN GOOD CONDITION.
 AW1132
 AW1132                          STATION RECOVERY (1983)
 AW1132
 AW1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1132'RECOVERED IN GOOD CONDITION.
 AW1132
 AW1132                          STATION RECOVERY (1987)
 AW1132
 AW1132'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1132'RECOVERED IN GOOD CONDITION.
 AW1132
 AW1132                          STATION RECOVERY (1987)
 AW1132
 AW1132'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW1132'RECOVERED IN GOOD CONDITION.
 AW1132
 AW1132                          STATION RECOVERY (1987)
 AW1132
 AW1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1132'RECOVERED IN GOOD CONDITION.
 AW1132
 AW1132                          STATION RECOVERY (1989)
 AW1132
 AW1132'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1132'RECOVERED IN GOOD CONDITION.
 AW1132
 AW1132                          STATION RECOVERY (1989)
 AW1132
 AW1132'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1132'RECOVERED IN GOOD CONDITION.
 AW1132
 AW1132                          STATION RECOVERY (1995)
 AW1132
 AW1132'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1132'RECOVERED IN GOOD CONDITION.
 AW1132
 AW1132                          STATION RECOVERY (2004)
 AW1132
 AW1132'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1132'RECOVERED IN GOOD CONDITION.
 AW1132
 AW1132                          STATION RECOVERY (2005)
 AW1132
 AW1132'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0230 ***********************************************************************
 CE0230  DESIGNATION -  R 460
 CE0230  PID         -  CE0230
 CE0230  STATE/COUNTY-  TX/EL PASO
 CE0230  USGS QUAD   -  SMELTERTOWN (1994)
 CE0230
 CE0230                         *CURRENT SURVEY CONTROL
 CE0230  ___________________________________________________________________
 CE0230* NAD 83(1986)-  31 46 34.     (N)    106 31 23.     (W)     SCALED    
 CE0230* NAVD 88     -      1136.566  (meters)    3728.88   (feet)  ADJUSTED  
 CE0230  ___________________________________________________________________
 CE0230  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0230  DYNAMIC HT  -        1134.879 (meters)    3723.35  (feet)  COMP
 CE0230  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 CE0230
 CE0230  VERT ORDER  -  FIRST     CLASS II
 CE0230
 CE0230.The horizontal coordinates were scaled from a topographic map and have
 CE0230.an estimated accuracy of +/- 6 seconds.
 CE0230
 CE0230.The orthometric height was determined by differential leveling
 CE0230.and adjusted by the National Geodetic Survey in June 1991..
 CE0230
 CE0230.The geoid height was determined by GEOID03.
 CE0230
 CE0230.The dynamic height is computed by dividing the NAVD 88
 CE0230.geopotential number by the normal gravity value computed on the
 CE0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0230.degrees latitude (g = 980.6199 gals.).
 CE0230
 CE0230.The modeled gravity was interpolated from observed gravity values.
 CE0230
 CE0230;                    North         East    Units  Estimated Accuracy
 CE0230;SPC TX C     - 3,250,160.      114,020.      MT  (+/- 180 meters Scaled)
 CE0230
 CE0230                          SUPERSEDED SURVEY CONTROL
 CE0230
 CE0230  NGVD 29 (??/??/92) 1136.039  (m)         3727.15   (f) ADJ UNCH    1 2
 CE0230
 CE0230.Superseded values are not recommended for survey control.
 CE0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0230.See file dsdata.txt to determine how the superseded data were derived.
 CE0230
 CE0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR557166(NAD 83)
 CE0230_MARKER: DB = BENCH MARK DISK
 CE0230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0230_SP_SET: CULVERT HEADWALL
 CE0230_STAMPING: R 460 1952
 CE0230_MARK LOGO: CGS   
 CE0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0230+STABILITY: SURFACE MOTION
 CE0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0230+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 CE0230
 CE0230  HISTORY     - Date     Condition        Report By
 CE0230  HISTORY     - 1952     MONUMENTED       CGS
 CE0230  HISTORY     - 1954     GOOD             NGS
 CE0230  HISTORY     - 1981     GOOD             NGS
 CE0230  HISTORY     - 19940415 GOOD             NGS
 CE0230  HISTORY     - 20030622 GOOD             NGS
 CE0230  HISTORY     - 20050403 GOOD             USPSQD
 CE0230
 CE0230                          STATION DESCRIPTION
 CE0230
 CE0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CE0230'2.15 MI NW FROM EL PASO.
 CE0230'2.15 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CE0230'FROM THE UNION STATION AT EL PASO, 66.2 FEET SOUTHWEST OF THE
 CE0230'SOUTHWEST RAIL, 350 FEET SOUTH OF THE HIGHEST SMOKE STACK AT THE
 CE0230'AMERICAN SMELTING AND REFINING COMPANY, 37.5 FEET NORTHEAST OF THE
 CE0230'CENTER LINE OF U.S. HIGHWAY 80 A, 9.8 FEET SOUTHEAST OF A FENCE, 4.6
 CE0230'FEET NORTHEAST OF ANOTHER FENCE, 2.2 FEET ABOVE THE GROUND, SET IN THE
 CE0230'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF THE FRANKLIN
 CE0230'IRRIGATIN DITCH SYPHON.
 CE0230
 CE0230                          STATION RECOVERY (1954)
 CE0230
 CE0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0230'RECOVERED IN GOOD CONDITION.
 CE0230
 CE0230                          STATION RECOVERY (1981)
 CE0230
 CE0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0230'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0230'3.5 KM (2.2 MI) NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 CE0230'RAILROAD FROM UNION STATION IN EL PASO, AT THE AMERICAN SMELTERING AND
 CE0230'REFINING COMPANY, 0.5 KM (0.3 MI) SOUTHEAST OF MILE POST 1153,
 CE0230'IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A CANAL
 CE0230'CHECK OF THE FRANKLIN IRRIGATION CANAL, 106.7 METERS (350 FT) SOUTH
 CE0230'OF A SMOKE STACK, 20.2 METERS (66.2 FT) SOUTHWEST OF THE NEAR RAIL,
 CE0230'11.4 METERS (37.5 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 CE0230'16 (PAISANO DRIVE), 3.3 METERS (11.0 FT) EAST OF THE SOUTHWEST
 CE0230'CORNER OF A FENCE, 3.0 METERS (9.8 FT) SOUTHEAST OF A FENCE, 1.4
 CE0230'METERS (4.6 FT) NORTHEAST OF A FENCE AND 0.3 METER (1.0 FT)
 CE0230'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 CE0230
 CE0230                          STATION RECOVERY (1994)
 CE0230
 CE0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0230'0.2 KM (0.10 MI) SOUTHERLY ALONG SOUTH KANSAS STREET FROM THE
 CE0230'COURTHOUSE IN EL PASO, THENCE 4.6 KM (2.85 MI) NORTHWESTERLY ALONG
 CE0230'PAISANO DRIVE, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE
 CE0230'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A BOX CULVERT OF
 CE0230'THE FRANKLIN IRRIGATION CANAL, 19.8 M (65.0 FT) SOUTHWEST OF THE NEAR
 CE0230'RAIL OF THE SANTA FE RAILROAD, 7.8 M (25.6 FT) NORTHEAST OF THE
 CE0230'CENTERLINE OF THE NORTHBOUND LANES OF THE DRIVE, 4.1 M (13.5 FT) EAST
 CE0230'OF A CHAIN-LINK FENCE CORNER, 3.4 M (11.2 FT) SOUTHEAST OF THE FENCE,
 CE0230'AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE DRIVE. NOTE--THE DISK HAS
 CE0230'BEEN MUTILATED AND ALL THAT REMAINS OF THE STAMPING IS AS ABOVE.
 CE0230
 CE0230                          STATION RECOVERY (2003)
 CE0230
 CE0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0230'ROAD IS NOW US 85 AND RR IS NOW BNSF.  MARK IS DEFACED, BUT IS SOLID.
 CE0230'IT WAS RESTAMPED AT THIS TIME
 CE0230
 CE0230                          STATION RECOVERY (2005)
 CE0230
 CE0230'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1394 ***********************************************************************
 AY1394  DESIGNATION -  R 461
 AY1394  PID         -  AY1394
 AY1394  STATE/COUNTY-  TX/REAL
 AY1394  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1394
 AY1394                         *CURRENT SURVEY CONTROL
 AY1394  ___________________________________________________________________
 AY1394* NAD 83(1986)-  29 39 18.     (N)    099 57 28.     (W)     SCALED    
 AY1394* NAVD 88     -       470.554  (meters)    1543.81   (feet)  ADJUSTED  
 AY1394  ___________________________________________________________________
 AY1394  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 AY1394  DYNAMIC HT  -         469.856 (meters)    1541.52  (feet)  COMP
 AY1394  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 AY1394
 AY1394  VERT ORDER  -  SECOND    CLASS 0
 AY1394
 AY1394.The horizontal coordinates were scaled from a topographic map and have
 AY1394.an estimated accuracy of +/- 6 seconds.
 AY1394
 AY1394.The orthometric height was determined by differential leveling
 AY1394.and adjusted by the National Geodetic Survey in June 1991..
 AY1394
 AY1394.The geoid height was determined by GEOID03.
 AY1394
 AY1394.The dynamic height is computed by dividing the NAVD 88
 AY1394.geopotential number by the normal gravity value computed on the
 AY1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1394.degrees latitude (g = 980.6199 gals.).
 AY1394
 AY1394.The modeled gravity was interpolated from observed gravity values.
 AY1394
 AY1394;                    North         East    Units  Estimated Accuracy
 AY1394;SPC TXSC     - 4,202,270.      507,280.      MT  (+/- 180 meters Scaled)
 AY1394
 AY1394                          SUPERSEDED SURVEY CONTROL
 AY1394
 AY1394  NGVD 29 (??/??/92)  470.454  (m)         1543.48   (f) ADJ UNCH    2 0
 AY1394
 AY1394.Superseded values are not recommended for survey control.
 AY1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1394.See file dsdata.txt to determine how the superseded data were derived.
 AY1394
 AY1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT073809(NAD 83)
 AY1394_MARKER: DB = BENCH MARK DISK
 AY1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1394_STAMPING: R 461 1953
 AY1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1394+STABILITY: SURFACE MOTION
 AY1394
 AY1394  HISTORY     - Date     Condition        Report By
 AY1394  HISTORY     - 1953     MONUMENTED       CGS
 AY1394  HISTORY     - 20010331 GOOD             NGS
 AY1394  HISTORY     - 20010801 GOOD             NGS
 AY1394
 AY1394                          STATION DESCRIPTION
 AY1394
 AY1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1394'5.0 MI SE FROM CAMP WOOD.
 AY1394'1.8 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP
 AY1394'WOOD, THENCE 3.0 MILES EAST ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH
 AY1394'ALONG A DIRT ROAD, 131 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 AY1394'SOUTH RUNWAY AT THE SHIELD RANCH AIRPORT, 23 FEET NORTH OF THE
 AY1394'NORTHWEST CORNER OF THE HANGAR, 17 FEET SOUTHEAST OF THE CENTER OF A
 AY1394'SMALL DRAINAGE DITCH, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1394'0.3 FOOT ABOVE THE GROUND.
 AY1394
 AY1394                          STATION RECOVERY (2001)
 AY1394
 AY1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1394'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1394
 AY1394                          STATION RECOVERY (2001)
 AY1394
 AY1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1394'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1398 ***********************************************************************
 AY1398  DESIGNATION -  R 462
 AY1398  PID         -  AY1398
 AY1398  STATE/COUNTY-  TX/REAL
 AY1398  USGS QUAD   -  LEAKEY (1971)
 AY1398
 AY1398                         *CURRENT SURVEY CONTROL
 AY1398  ___________________________________________________________________
 AY1398* NAD 83(1986)-  29 44 12.     (N)    099 48 01.     (W)     SCALED    
 AY1398* NAVD 88     -       524.051  (meters)    1719.32   (feet)  ADJUSTED  
 AY1398  ___________________________________________________________________
 AY1398  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 AY1398  DYNAMIC HT  -         523.273 (meters)    1716.77  (feet)  COMP
 AY1398  MODELED GRAV-     979,142.6   (mgal)                       NAVD 88
 AY1398
 AY1398  VERT ORDER  -  SECOND    CLASS 0
 AY1398
 AY1398.The horizontal coordinates were scaled from a topographic map and have
 AY1398.an estimated accuracy of +/- 6 seconds.
 AY1398
 AY1398.The orthometric height was determined by differential leveling
 AY1398.and adjusted by the National Geodetic Survey in June 1991..
 AY1398
 AY1398.The geoid height was determined by GEOID03.
 AY1398
 AY1398.The dynamic height is computed by dividing the NAVD 88
 AY1398.geopotential number by the normal gravity value computed on the
 AY1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1398.degrees latitude (g = 980.6199 gals.).
 AY1398
 AY1398.The modeled gravity was interpolated from observed gravity values.
 AY1398
 AY1398;                    North         East    Units  Estimated Accuracy
 AY1398;SPC TXSC     - 4,211,210.      522,590.      MT  (+/- 180 meters Scaled)
 AY1398
 AY1398                          SUPERSEDED SURVEY CONTROL
 AY1398
 AY1398  NGVD 29 (??/??/92)  523.958  (m)         1719.02   (f) ADJ UNCH    2 0
 AY1398
 AY1398.Superseded values are not recommended for survey control.
 AY1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1398.See file dsdata.txt to determine how the superseded data were derived.
 AY1398
 AY1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT226898(NAD 83)
 AY1398_MARKER: DB = BENCH MARK DISK
 AY1398_SETTING: 66 = SET IN ROCK OUTCROP
 AY1398_SP_SET: ROCK OUTCROP
 AY1398_STAMPING: R 462 1953
 AY1398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1398+STABILITY: POSITION/ELEVATION WELL
 AY1398
 AY1398  HISTORY     - Date     Condition        Report By
 AY1398  HISTORY     - 1953     MONUMENTED       CGS
 AY1398  HISTORY     - 20010331 GOOD             NGS
 AY1398  HISTORY     - 20010801 GOOD             NGS
 AY1398  HISTORY     - 20020331 GOOD             NGS
 AY1398
 AY1398                          STATION DESCRIPTION
 AY1398
 AY1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1398'2.7 MI W FROM LEAKEY.
 AY1398'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1398'THENCE 2.6 MILES WEST ALONG RANCH ROAD 337, 0.15 MILE EAST OF A
 AY1398'FARMHOUSE, 154 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ALONG THE
 AY1398'NORTH SIDE OF A DRY ROCKY WASH, 6 FEET BELOW THE BANK OF THE WASH,
 AY1398'40.5 FEET SOUTH OF A FENCE, 7 FEET NORTH OF A 12 INCH OAK TREE, 3.0
 AY1398'FEET ABOVE THE GROUND, SET IN THE TOP OF A 4X7 FOOT ROCK OUTCROP.
 AY1398
 AY1398                          STATION RECOVERY (2001)
 AY1398
 AY1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1398'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1398
 AY1398                          STATION RECOVERY (2001)
 AY1398
 AY1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1398'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1398
 AY1398                          STATION RECOVERY (2002)
 AY1398
 AY1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AY1398'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1160 ***********************************************************************
 AY1160  DESIGNATION -  R 463
 AY1160  PID         -  AY1160
 AY1160  STATE/COUNTY-  TX/BANDERA
 AY1160  USGS QUAD   -  BANDERA PASS (1982)
 AY1160
 AY1160                         *CURRENT SURVEY CONTROL
 AY1160  ___________________________________________________________________
 AY1160* NAD 83(1986)-  29 45 22.     (N)    099 01 52.     (W)     SCALED    
 AY1160* NAVD 88     -       414.754  (meters)    1360.74   (feet)  ADJUSTED  
 AY1160  ___________________________________________________________________
 AY1160  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AY1160  DYNAMIC HT  -         414.155 (meters)    1358.77  (feet)  COMP
 AY1160  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 AY1160
 AY1160  VERT ORDER  -  SECOND    CLASS 0
 AY1160
 AY1160.The horizontal coordinates were scaled from a topographic map and have
 AY1160.an estimated accuracy of +/- 6 seconds.
 AY1160
 AY1160.The orthometric height was determined by differential leveling
 AY1160.and adjusted by the National Geodetic Survey in June 1991..
 AY1160
 AY1160.The geoid height was determined by GEOID03.
 AY1160
 AY1160.The dynamic height is computed by dividing the NAVD 88
 AY1160.geopotential number by the normal gravity value computed on the
 AY1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1160.degrees latitude (g = 980.6199 gals.).
 AY1160
 AY1160.The modeled gravity was interpolated from observed gravity values.
 AY1160
 AY1160;                    North         East    Units  Estimated Accuracy
 AY1160;SPC TXSC     - 4,213,100.      596,990.      MT  (+/- 180 meters Scaled)
 AY1160
 AY1160                          SUPERSEDED SURVEY CONTROL
 AY1160
 AY1160  NGVD 29 (??/??/92)  414.650  (m)         1360.40   (f) ADJ UNCH    2 0
 AY1160
 AY1160.Superseded values are not recommended for survey control.
 AY1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1160.See file dsdata.txt to determine how the superseded data were derived.
 AY1160
 AY1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT969917(NAD 83)
 AY1160_MARKER: DB = BENCH MARK DISK
 AY1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1160_STAMPING: R 463 1953
 AY1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1160+STABILITY: SURFACE MOTION
 AY1160
 AY1160  HISTORY     - Date     Condition        Report By
 AY1160  HISTORY     - 1953     MONUMENTED       CGS
 AY1160  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1160  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1160
 AY1160                          STATION DESCRIPTION
 AY1160
 AY1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1160'4.5 MI SE FROM BANDERA.
 AY1160'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1160'BANDERA, THENCE 0.65 MILE NORTHWEST ALONG AN OILED ROAD, THENCE 0.55
 AY1160'MILE NORTH ALONG THE WEST EDGE OF THE NORTH AND SOUTH RUNWAY AT THE
 AY1160'PURPLE SAGE AIRPORT, 0.25 MILE SOUTH OF THE NORTH END OF THE NORTH AND
 AY1160'SOUTH RUNWAY, 117 FEET WEST OF THE CENTER LINE OF THE RUNWAY, 47 FEET
 AY1160'SOUTH OF THE CENTER OF A WOODEN GATE, 1.8 FEET EAST OF A WIRE FENCE,
 AY1160'2.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1160'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AY1160
 AY1160                          STATION RECOVERY (1993)
 AY1160
 AY1160'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1160'MARK NOT FOUND.
 AY1160
 AY1160                          STATION RECOVERY (2005)
 AY1160
 AY1160'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AY1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0140 ***********************************************************************
 BN0140  DESIGNATION -  R 464
 BN0140  PID         -  BN0140
 BN0140  STATE/COUNTY-  TX/BLANCO
 BN0140  USGS QUAD   -  HYE (1961)
 BN0140
 BN0140                         *CURRENT SURVEY CONTROL
 BN0140  ___________________________________________________________________
 BN0140* NAD 83(1986)-  30 14 46.     (N)    098 32 47.     (W)     SCALED    
 BN0140* NAVD 88     -       450.850  (meters)    1479.16   (feet)  POSTED    
 BN0140  ___________________________________________________________________
 BN0140  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 BN0140  DYNAMIC HT  -         450.230 (meters)    1477.13  (feet)  COMP
 BN0140  MODELED GRAV-     979,246.6   (mgal)                       NAVD 88
 BN0140
 BN0140  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0140
 BN0140.The horizontal coordinates were scaled from a topographic map and have
 BN0140.an estimated accuracy of +/- 6 seconds.
 BN0140
 BN0140.The orthometric height was determined by differential leveling
 BN0140.and adjusted by the National Geodetic Survey in 1992..
 BN0140.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0140.rate of 0.0 thru 1.0 mm/km.
 BN0140
 BN0140.The geoid height was determined by GEOID03.
 BN0140
 BN0140.The dynamic height is computed by dividing the NAVD 88
 BN0140.geopotential number by the normal gravity value computed on the
 BN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0140.degrees latitude (g = 980.6199 gals.).
 BN0140
 BN0140.The modeled gravity was interpolated from observed gravity values.
 BN0140
 BN0140;                    North         East    Units  Estimated Accuracy
 BN0140;SPC TX C     - 3,065,620.      871,980.      MT  (+/- 180 meters Scaled)
 BN0140
 BN0140                          SUPERSEDED SURVEY CONTROL
 BN0140
 BN0140  NGVD 29 (??/??/92)  450.793  (m)         1478.98   (f) ADJ UNCH    2 0
 BN0140
 BN0140.Superseded values are not recommended for survey control.
 BN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0140.See file dsdata.txt to determine how the superseded data were derived.
 BN0140
 BN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU436461(NAD 83)
 BN0140_MARKER: DB = BENCH MARK DISK
 BN0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0140_STAMPING: R 464 1953
 BN0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0140+STABILITY: SURFACE MOTION
 BN0140
 BN0140  HISTORY     - Date     Condition        Report By
 BN0140  HISTORY     - 1953     MONUMENTED       CGS
 BN0140
 BN0140                          STATION DESCRIPTION
 BN0140
 BN0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0140'7.65 MI E FROM STONEWALL.
 BN0140'7.65 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0140'STONEWALL, AT A JUNCTION WITH FARM ROAD 1320, 122 FEET SOUTH OF A
 BN0140'POWER POLE, 84 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 58 FEET
 BN0140'WEST OF THE CENTER LINE OF THE FARM ROAD, 2.5 FEET SOUTHEAST OF A
 BN0140'FENCE, 2.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BN0140'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0435 ***********************************************************************
 AY0435  DESIGNATION -  R 465
 AY0435  PID         -  AY0435
 AY0435  STATE/COUNTY-  TX/BEXAR
 AY0435  USGS QUAD   -  TERRELL WELLS (1992)
 AY0435
 AY0435                         *CURRENT SURVEY CONTROL
 AY0435  ___________________________________________________________________
 AY0435* NAD 83(1986)-  29 19 13.     (N)    098 30 35.     (W)     SCALED    
 AY0435* NAVD 88     -       183.346  (meters)     601.53   (feet)  ADJUSTED  
 AY0435  ___________________________________________________________________
 AY0435  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AY0435  DYNAMIC HT  -         183.080 (meters)     600.65  (feet)  COMP
 AY0435  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 AY0435
 AY0435  VERT ORDER  -  FIRST     CLASS II
 AY0435
 AY0435.The horizontal coordinates were scaled from a topographic map and have
 AY0435.an estimated accuracy of +/- 6 seconds.
 AY0435
 AY0435.The orthometric height was determined by differential leveling
 AY0435.and adjusted by the National Geodetic Survey in June 1991..
 AY0435
 AY0435.The geoid height was determined by GEOID03.
 AY0435
 AY0435.The dynamic height is computed by dividing the NAVD 88
 AY0435.geopotential number by the normal gravity value computed on the
 AY0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0435.degrees latitude (g = 980.6199 gals.).
 AY0435
 AY0435.The modeled gravity was interpolated from observed gravity values.
 AY0435
 AY0435;                    North         East    Units  Estimated Accuracy
 AY0435;SPC TXSC     - 4,164,890.      647,620.      MT  (+/- 180 meters Scaled)
 AY0435
 AY0435                          SUPERSEDED SURVEY CONTROL
 AY0435
 AY0435  NGVD 29 (??/??/92)  183.252  (m)          601.22   (f) ADJ UNCH    1 2
 AY0435
 AY0435.Superseded values are not recommended for survey control.
 AY0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0435.See file dsdata.txt to determine how the superseded data were derived.
 AY0435
 AY0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT476435(NAD 83)
 AY0435_MARKER: DB = BENCH MARK DISK
 AY0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0435_STAMPING: R 465 1952
 AY0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0435+STABILITY: SURFACE MOTION
 AY0435
 AY0435  HISTORY     - Date     Condition        Report By
 AY0435  HISTORY     - 1952     MONUMENTED       CGS
 AY0435  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0435  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0435  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0435
 AY0435                          STATION DESCRIPTION
 AY0435
 AY0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0435'IN SAN ANTONIO.
 AY0435'AT SAN ANTONIO, 2.0 MILES WEST ALONG CHAVANAUX ROAD FROM ITS JUNCTION
 AY0435'WITH U.S. HIGHWAY 281, AT THE SOUTH END OF GARNETT AVENUE, 179 FEET
 AY0435'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 109 FEET EAST OF
 AY0435'THE NORTHEAST CORNER OF A HOUSE, 21 FEET EAST OF THE CENTER LINE OF A
 AY0435'PRIVATE DRIVEWAY, 2 FEET WEST OF A NORTH AND SOUTH FENCE, SET IN THE
 AY0435'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0435
 AY0435                          STATION RECOVERY (1966)
 AY0435
 AY0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0435'MARK NOT FOUND.
 AY0435
 AY0435                          STATION RECOVERY (1989)
 AY0435
 AY0435'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0435'MARK NOT FOUND.
 AY0435
 AY0435                          STATION RECOVERY (1999)
 AY0435
 AY0435'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0436 ***********************************************************************
 AY0436  DESIGNATION -  R 465 RESET 1961
 AY0436  PID         -  AY0436
 AY0436  STATE/COUNTY-  TX/BEXAR
 AY0436  USGS QUAD   -  TERRELL WELLS (1992)
 AY0436
 AY0436                         *CURRENT SURVEY CONTROL
 AY0436  ___________________________________________________________________
 AY0436* NAD 83(1986)-  29 19 13.     (N)    098 30 35.     (W)     SCALED    
 AY0436* NAVD 88     -       182.85   (meters)     599.9    (feet)  RESET     
 AY0436  ___________________________________________________________________
 AY0436  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AY0436
 AY0436  VERT ORDER  -  THIRD
 AY0436
 AY0436.The horizontal coordinates were scaled from a topographic map and have
 AY0436.an estimated accuracy of +/- 6 seconds.
 AY0436
 AY0436.The orthometric height was computed from unverified reset data.
 AY0436
 AY0436.The geoid height was determined by GEOID03.
 AY0436
 AY0436;                    North         East    Units  Estimated Accuracy
 AY0436;SPC TXSC     - 4,164,890.      647,620.      MT  (+/- 180 meters Scaled)
 AY0436
 AY0436                          SUPERSEDED SURVEY CONTROL
 AY0436
 AY0436.No superseded survey control is available for this station.
 AY0436
 AY0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT476435(NAD 83)
 AY0436_MARKER: DB = BENCH MARK DISK
 AY0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0436_STAMPING: Q 465 RESET 1961
 AY0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0436+STABILITY: SURFACE MOTION
 AY0436
 AY0436  HISTORY     - Date     Condition        Report By
 AY0436  HISTORY     - 1961     MONUMENTED       CGS
 AY0436  HISTORY     - 19991103 GOOD             USPSQD
 AY0436
 AY0436                          STATION DESCRIPTION
 AY0436
 AY0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AY0436'IN SAN ANTONIO.
 AY0436'2.0 MILES WEST FROM THE JUNCTION OF U.S. HIGHWAY 281 AND CHAVANAUX
 AY0436'ROAD, WHICH IS AT THE SOUTH CITY LIMITS OF SAN ANTONIO, ON CHAVANAUX
 AY0436'ROAD TO GARNETT AVENUE.  THENCE SOUTH ON TIMBER LAKE FARM ROAD FOR 0.1
 AY0436'MILE TO MARK, 425 FEET SOUTH OF CHAVANAUX ROAD AND GARNETT AVENUE
 AY0436'INTERSECTION, 211 FEET SOUTH OF THE CENTER LINE OF TEXAS HIGHWAY 410,
 AY0436'39 FEET EAST OF THE TIMBER LAKE FARM ROAD, 11 FEET SOUTH OF THE SOUTH
 AY0436'HIGHWAY RIGHT-OF-WAY, AND 2 FEET SOUTH OF A METAL WITNESS POST.  A
 AY0436'STANDARD DISK STAMPED R 465 RESET 1961, SET IN A 12 X 12 IN. CONCRETE
 AY0436'POST WHICH PROJECTS 6 INCHES.
 AY0436
 AY0436                          STATION RECOVERY (1999)
 AY0436
 AY0436'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0666 ***********************************************************************
 AY0666  DESIGNATION -  R 466 RESET 1956
 AY0666  PID         -  AY0666
 AY0666  STATE/COUNTY-  TX/BEXAR
 AY0666  USGS QUAD   -  CULEBRA HILL (1993)
 AY0666
 AY0666                         *CURRENT SURVEY CONTROL
 AY0666  ___________________________________________________________________
 AY0666* NAD 83(1986)-  29 23 23.     (N)    098 39 18.     (W)     SCALED    
 AY0666* NAVD 88     -       227.90   (meters)     747.7    (feet)  RESET     
 AY0666  ___________________________________________________________________
 AY0666  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AY0666
 AY0666  VERT ORDER  -  THIRD
 AY0666
 AY0666.The horizontal coordinates were scaled from a topographic map and have
 AY0666.an estimated accuracy of +/- 6 seconds.
 AY0666
 AY0666.The orthometric height was computed from unverified reset data.
 AY0666
 AY0666.The geoid height was determined by GEOID03.
 AY0666
 AY0666;                    North         East    Units  Estimated Accuracy
 AY0666;SPC TXSC     - 4,172,540.      633,490.      MT  (+/- 180 meters Scaled)
 AY0666
 AY0666                          SUPERSEDED SURVEY CONTROL
 AY0666
 AY0666.No superseded survey control is available for this station.
 AY0666
 AY0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT334512(NAD 83)
 AY0666_MARKER: DB = BENCH MARK DISK
 AY0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0666_STAMPING: R 466 RESET 1956
 AY0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0666+STABILITY: SURFACE MOTION
 AY0666
 AY0666  HISTORY     - Date     Condition        Report By
 AY0666  HISTORY     - 1956     MONUMENTED       CGS
 AY0666  HISTORY     - 1966     POOR             USGS
 AY0666  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0666
 AY0666                          STATION DESCRIPTION
 AY0666
 AY0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0666'15 MI W FROM SAN ANTONIO.
 AY0666'ABOUT 15 MILES WEST OF THE CENTER OF SAN ANTONIO,. 55 MILE SOUTH ALONG
 AY0666'DWYER ROAD FROM ITS INTERSECTION WITH U.S. HIGHWAY NO. 90, 1 FOOT EAST
 AY0666'OF THE WEST RIGHT-OF-WAY FENCE OF DWYER ROAD WHICH LEADS FROM NO. 90
 AY0666'ALONG THE EAST SIDE OF THE MEDINA PLANT OF THE U.S. NAVY DEPOT. IT IS
 AY0666'A STANDARD DISK STAMPED R 466 RESET 1956 IN A CONCRETE POST WHICH
 AY0666'PROJECTS ABOUT 4 INCHES.  IT IS ABOUT MIDWAY BETWEEN TWO POWER POLES.
 AY0666
 AY0666                          STATION RECOVERY (1966)
 AY0666
 AY0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0666'MARK RECOVERED IN POOR CONDITION.
 AY0666
 AY0666                          STATION RECOVERY (1999)
 AY0666
 AY0666'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0205 ***********************************************************************
 BP0205  DESIGNATION -  R 467
 BP0205  PID         -  BP0205
 BP0205  STATE/COUNTY-  TX/PECOS
 BP0205  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0205
 BP0205                         *CURRENT SURVEY CONTROL
 BP0205  ___________________________________________________________________
 BP0205* NAD 83(1986)-  30 56 51.     (N)    102 48 08.     (W)     SCALED    
 BP0205* NAVD 88     -       863.100  (meters)    2831.69   (feet)  ADJUSTED  
 BP0205  ___________________________________________________________________
 BP0205  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0205  DYNAMIC HT  -         861.803 (meters)    2827.43  (feet)  COMP
 BP0205  MODELED GRAV-     979,110.3   (mgal)                       NAVD 88
 BP0205
 BP0205  VERT ORDER  -  SECOND    CLASS 0
 BP0205
 BP0205.The horizontal coordinates were scaled from a topographic map and have
 BP0205.an estimated accuracy of +/- 6 seconds.
 BP0205
 BP0205.The orthometric height was determined by differential leveling
 BP0205.and adjusted by the National Geodetic Survey in June 1991..
 BP0205
 BP0205.The geoid height was determined by GEOID03.
 BP0205
 BP0205.The dynamic height is computed by dividing the NAVD 88
 BP0205.geopotential number by the normal gravity value computed on the
 BP0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0205.degrees latitude (g = 980.6199 gals.).
 BP0205
 BP0205.The modeled gravity was interpolated from observed gravity values.
 BP0205
 BP0205;                    North         East    Units  Estimated Accuracy
 BP0205;SPC TX C     - 3,144,600.      464,130.      MT  (+/- 180 meters Scaled)
 BP0205
 BP0205                          SUPERSEDED SURVEY CONTROL
 BP0205
 BP0205  NGVD 29 (??/??/92)  862.793  (m)         2830.68   (f) ADJ UNCH    2 0
 BP0205
 BP0205.Superseded values are not recommended for survey control.
 BP0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0205.See file dsdata.txt to determine how the superseded data were derived.
 BP0205
 BP0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ099258(NAD 83)
 BP0205_MARKER: DB = BENCH MARK DISK
 BP0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0205_STAMPING: R 467 1935 2830.680
 BP0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0205+STABILITY: SURFACE MOTION
 BP0205
 BP0205  HISTORY     - Date     Condition        Report By
 BP0205  HISTORY     - 1935     MONUMENTED       CGS
 BP0205  HISTORY     - 1958     GOOD             NGS
 BP0205
 BP0205                          STATION DESCRIPTION
 BP0205
 BP0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0205'5.7 MI NE FROM FORT STOCKTON.
 BP0205'ABOUT 5.7 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0205'FROM THE STATION AT FORT STOCKTON, 60 1/2 FEET SOUTHWEST OF MILEPOST
 BP0205'876, 48 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT NORTHWEST OF
 BP0205'A WOVEN WIRE FENCE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 BP0205'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0205'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0235 ***********************************************************************
 BP0235  DESIGNATION -  R 468
 BP0235  PID         -  BP0235
 BP0235  STATE/COUNTY-  TX/BREWSTER
 BP0235  USGS QUAD   -  HOVEY SW (1980)
 BP0235
 BP0235                         *CURRENT SURVEY CONTROL
 BP0235  ___________________________________________________________________
 BP0235* NAD 83(1986)-  30 34 10.     (N)    103 29 10.     (W)     SCALED    
 BP0235* NAVD 88     -      1182.266  (meters)    3878.82   (feet)  ADJUSTED  
 BP0235  ___________________________________________________________________
 BP0235  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BP0235  DYNAMIC HT  -        1180.386 (meters)    3872.65  (feet)  COMP
 BP0235  MODELED GRAV-     979,010.7   (mgal)                       NAVD 88
 BP0235
 BP0235  VERT ORDER  -  SECOND    CLASS 0
 BP0235
 BP0235.The horizontal coordinates were scaled from a topographic map and have
 BP0235.an estimated accuracy of +/- 6 seconds.
 BP0235
 BP0235.The orthometric height was determined by differential leveling
 BP0235.and adjusted by the National Geodetic Survey in June 1991..
 BP0235
 BP0235.The geoid height was determined by GEOID03.
 BP0235
 BP0235.The dynamic height is computed by dividing the NAVD 88
 BP0235.geopotential number by the normal gravity value computed on the
 BP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0235.degrees latitude (g = 980.6199 gals.).
 BP0235
 BP0235.The modeled gravity was interpolated from observed gravity values.
 BP0235
 BP0235;                    North         East    Units  Estimated Accuracy
 BP0235;SPC TXSC     - 4,311,510.      169,710.      MT  (+/- 180 meters Scaled)
 BP0235
 BP0235                          SUPERSEDED SURVEY CONTROL
 BP0235
 BP0235  NGVD 29 (??/??/92) 1181.850  (m)         3877.45   (f) ADJ UNCH    2 0
 BP0235
 BP0235.Superseded values are not recommended for survey control.
 BP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0235.See file dsdata.txt to determine how the superseded data were derived.
 BP0235
 BP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP451828(NAD 83)
 BP0235_MARKER: DB = BENCH MARK DISK
 BP0235_SETTING: 66 = SET IN ROCK OUTCROP
 BP0235_SP_SET: RED ROCK OUTCROP
 BP0235_STAMPING: R 468 1935 3877.453
 BP0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0235+STABILITY: POSITION/ELEVATION WELL
 BP0235
 BP0235  HISTORY     - Date     Condition        Report By
 BP0235  HISTORY     - 1935     MONUMENTED       CGS
 BP0235  HISTORY     - 1958     GOOD             NGS
 BP0235  HISTORY     - 1975     MARK NOT FOUND   USGS
 BP0235
 BP0235                          STATION DESCRIPTION
 BP0235
 BP0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0235'19.25 MI NE FROM ALPINE.
 BP0235'ABOUT 19.25 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0235'FROM THE STATION AT ALPINE, 130 FEET SOUTHEAST OF AND ACROSS THE TRACK
 BP0235'FROM THE 1ST POLE SOUTH OF MILEPOST 925, IN THE TOP OF A REDDISH ROCK
 BP0235'OUTCROP AND FLUSH WITH THE GROUND, 58 FEET EAST OF THE EAST RAIL, 2
 BP0235'RAILS SOUTH OF THE SOUTH END OF A CUT, 16 FEET WEST OF WOVEN WIRE
 BP0235'FENCE, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
 BP0235
 BP0235                          STATION RECOVERY (1975)
 BP0235
 BP0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BP0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0455 ***********************************************************************
 BP0455  DESIGNATION -  R 469
 BP0455  PID         -  BP0455
 BP0455  STATE/COUNTY-  TX/JEFF DAVIS
 BP0455  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0455
 BP0455                         *CURRENT SURVEY CONTROL
 BP0455  ___________________________________________________________________
 BP0455* NAD 83(1986)-  30 37 29.     (N)    103 51 56.     (W)     SCALED    
 BP0455* NAVD 88     -      1454.311  (meters)    4771.35   (feet)  ADJUSTED  
 BP0455  ___________________________________________________________________
 BP0455  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0455  DYNAMIC HT  -        1451.954 (meters)    4763.62  (feet)  COMP
 BP0455  MODELED GRAV-     978,968.9   (mgal)                       NAVD 88
 BP0455
 BP0455  VERT ORDER  -  FIRST     CLASS I
 BP0455
 BP0455.The horizontal coordinates were scaled from a topographic map and have
 BP0455.an estimated accuracy of +/- 6 seconds.
 BP0455
 BP0455.The orthometric height was determined by differential leveling
 BP0455.and adjusted by the National Geodetic Survey in June 1991..
 BP0455
 BP0455.The geoid height was determined by GEOID03.
 BP0455
 BP0455.The dynamic height is computed by dividing the NAVD 88
 BP0455.geopotential number by the normal gravity value computed on the
 BP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0455.degrees latitude (g = 980.6199 gals.).
 BP0455
 BP0455.The modeled gravity was interpolated from observed gravity values.
 BP0455
 BP0455;                    North         East    Units  Estimated Accuracy
 BP0455;SPC TX C     - 3,111,580.      361,430.      MT  (+/- 180 meters Scaled)
 BP0455
 BP0455                          SUPERSEDED SURVEY CONTROL
 BP0455
 BP0455  NGVD 29 (??/??/92) 1453.774  (m)         4769.59   (f) ADJ UNCH    1 1
 BP0455
 BP0455.Superseded values are not recommended for survey control.
 BP0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0455.See file dsdata.txt to determine how the superseded data were derived.
 BP0455
 BP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP087885(NAD 83)
 BP0455_MARKER: DB = BENCH MARK DISK
 BP0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0455_SP_SET: CURB
 BP0455_STAMPING: R 469 1934 4769.849
 BP0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0455
 BP0455  HISTORY     - Date     Condition        Report By
 BP0455  HISTORY     - 1934     MONUMENTED       CGS
 BP0455  HISTORY     - 1958     GOOD             NGS
 BP0455  HISTORY     - 1977     GOOD             NGS
 BP0455  HISTORY     - 1988     GOOD             USPSQD
 BP0455  HISTORY     - 1989     GOOD             USPSQD
 BP0455  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0455  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0455
 BP0455                          STATION DESCRIPTION
 BP0455
 BP0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0455'3.1 MI NE FROM FORT DAVIS.
 BP0455'ABOUT 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0455'COURTHOUSE AT FORT DAVIS, 12.5 FEET WEST OF THE CENTER LINE OF THE
 BP0455'HIGHWAY, IN THE TOP OF THE WEST CONCRETE CURB AT THE SOUTH END OF A
 BP0455'CONCRETE BRIDGE OVER LIMPIA CREEK, 5 FEET NORTH OF THE SOUTH END OF
 BP0455'THE BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BP0455
 BP0455                          STATION RECOVERY (1977)
 BP0455
 BP0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0455'RECOVERED IN GOOD CONDITION.
 BP0455
 BP0455                          STATION RECOVERY (1988)
 BP0455
 BP0455'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0455'RECOVERED IN GOOD CONDITION.
 BP0455
 BP0455                          STATION RECOVERY (1989)
 BP0455
 BP0455'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0455'RECOVERED IN GOOD CONDITION.
 BP0455
 BP0455                          STATION RECOVERY (1996)
 BP0455
 BP0455'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0455'MARK NOT FOUND.
 BP0455
 BP0455                          STATION RECOVERY (2003)
 BP0455
 BP0455'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0429 ***********************************************************************
 CC0429  DESIGNATION -  R 470
 CC0429  PID         -  CC0429
 CC0429  STATE/COUNTY-  TX/REEVES
 CC0429  USGS QUAD   -  VERHALEN NORTH (1971)
 CC0429
 CC0429                         *CURRENT SURVEY CONTROL
 CC0429  ___________________________________________________________________
 CC0429* NAD 83(1986)-  31 11 55.     (N)    103 34 33.     (W)     SCALED    
 CC0429* NAVD 88     -       825.667  (meters)    2708.88   (feet)  POSTED    
 CC0429  ___________________________________________________________________
 CC0429  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CC0429  DYNAMIC HT  -         824.460 (meters)    2704.92  (feet)  COMP
 CC0429  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 CC0429
 CC0429  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0429
 CC0429.The horizontal coordinates were scaled from a topographic map and have
 CC0429.an estimated accuracy of +/- 6 seconds.
 CC0429
 CC0429.The orthometric height was determined by differential leveling
 CC0429.and adjusted by the National Geodetic Survey in 1992..
 CC0429.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0429.rate of 1.1 thru 2.0 mm/km.
 CC0429
 CC0429.The geoid height was determined by GEOID03.
 CC0429
 CC0429.The dynamic height is computed by dividing the NAVD 88
 CC0429.geopotential number by the normal gravity value computed on the
 CC0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0429.degrees latitude (g = 980.6199 gals.).
 CC0429
 CC0429.The modeled gravity was interpolated from observed gravity values.
 CC0429
 CC0429;                    North         East    Units  Estimated Accuracy
 CC0429;SPC TX C     - 3,174,330.      391,050.      MT  (+/- 180 meters Scaled)
 CC0429
 CC0429                          SUPERSEDED SURVEY CONTROL
 CC0429
 CC0429  NGVD 29 (??/??/92)  825.513  (m)         2708.37   (f) ADJ UNCH    1 2
 CC0429
 CC0429.Superseded values are not recommended for survey control.
 CC0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0429.See file dsdata.txt to determine how the superseded data were derived.
 CC0429
 CC0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ356524(NAD 83)
 CC0429_MARKER: DB = BENCH MARK DISK
 CC0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0429_STAMPING: R 470 1934 2709.306
 CC0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0429+STABILITY: SURFACE MOTION
 CC0429
 CC0429  HISTORY     - Date     Condition        Report By
 CC0429  HISTORY     - 1934     MONUMENTED       CGS
 CC0429  HISTORY     - 1966     GOOD             NGS
 CC0429
 CC0429                          STATION DESCRIPTION
 CC0429
 CC0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CC0429'12.35 MI NE FROM SARAGOSA.
 CC0429'ABOUT 12.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILWAY
 CC0429'FROM THE STATION AT SARAGOSA, 43 FEET EAST OF THE EAST RAIL, 54 FEET
 CC0429'WEST OF THE CENTERLINE OF STATE HIGHWAY 17, 0.2 MILES NORTH OF THE
 CC0429'HOBAN SIDING SIGN, 2 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 CC0429'NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 CC0429'POST PROJECTING 18 INCHES, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0010 ***********************************************************************
 DP0010  DESIGNATION -  R 471
 DP0010  PID         -  DP0010
 DP0010  STATE/COUNTY-  TX/KING
 DP0010  USGS QUAD   -  GUTHRIE (1981)
 DP0010
 DP0010                         *CURRENT SURVEY CONTROL
 DP0010  ___________________________________________________________________
 DP0010* NAD 83(1986)-  33 35 49.     (N)    100 18 21.     (W)     SCALED    
 DP0010* NAVD 88     -       538.560  (meters)    1766.93   (feet)  ADJUSTED  
 DP0010  ___________________________________________________________________
 DP0010  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DP0010  DYNAMIC HT  -         537.925 (meters)    1764.84  (feet)  COMP
 DP0010  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 DP0010
 DP0010  VERT ORDER  -  SECOND    CLASS 0
 DP0010
 DP0010.The horizontal coordinates were scaled from a topographic map and have
 DP0010.an estimated accuracy of +/- 6 seconds.
 DP0010
 DP0010.The orthometric height was determined by differential leveling
 DP0010.and adjusted by the National Geodetic Survey in June 1991..
 DP0010
 DP0010.The geoid height was determined by GEOID03.
 DP0010
 DP0010.The dynamic height is computed by dividing the NAVD 88
 DP0010.geopotential number by the normal gravity value computed on the
 DP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0010.degrees latitude (g = 980.6199 gals.).
 DP0010
 DP0010.The modeled gravity was interpolated from observed gravity values.
 DP0010
 DP0010;                    North         East    Units  Estimated Accuracy
 DP0010;SPC TXNC     - 2,215,490.      432,410.      MT  (+/- 180 meters Scaled)
 DP0010
 DP0010                          SUPERSEDED SURVEY CONTROL
 DP0010
 DP0010  NGVD 29 (??/??/92)  538.375  (m)         1766.32   (f) ADJ UNCH    2 0
 DP0010
 DP0010.Superseded values are not recommended for survey control.
 DP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0010.See file dsdata.txt to determine how the superseded data were derived.
 DP0010
 DP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC788182(NAD 83)
 DP0010_MARKER: DB = BENCH MARK DISK
 DP0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0010_STAMPING: R 471 1934
 DP0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0010+STABILITY: SURFACE MOTION
 DP0010
 DP0010  HISTORY     - Date     Condition        Report By
 DP0010  HISTORY     - 1934     MONUMENTED       CGS
 DP0010  HISTORY     - 1958     GOOD             NGS
 DP0010
 DP0010                          STATION DESCRIPTION
 DP0010
 DP0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0010'2.1 MI E FROM GUTHRIE.
 DP0010'2.1 MILES EAST ALONG U.S. HIGHWAY 82 FROM GUTHRIE, KING COUNTY, AT A
 DP0010'ROAD CROSSING, 44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET
 DP0010'WEST OF THE CENTER OF A GATE, AND 1 FOOT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0070 ***********************************************************************
 DP0070  DESIGNATION -  R 472 RESET 1941
 DP0070  PID         -  DP0070
 DP0070  STATE/COUNTY-  TX/STONEWALL
 DP0070  USGS QUAD   -  KIOWA PEAK SW (1981)
 DP0070
 DP0070                         *CURRENT SURVEY CONTROL
 DP0070  ___________________________________________________________________
 DP0070* NAD 83(1986)-  33 16 35.     (N)    100 14 51.     (W)     SCALED    
 DP0070* NAVD 88     -       552.45   (meters)    1812.5    (feet)  RESET     
 DP0070  ___________________________________________________________________
 DP0070  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DP0070
 DP0070  VERT ORDER  -  THIRD
 DP0070
 DP0070.The horizontal coordinates were scaled from a topographic map and have
 DP0070.an estimated accuracy of +/- 6 seconds.
 DP0070
 DP0070.The orthometric height was computed from unverified reset data.
 DP0070
 DP0070.The geoid height was determined by GEOID03.
 DP0070
 DP0070;                    North         East    Units  Estimated Accuracy
 DP0070;SPC TXNC     - 2,179,860.      437,230.      MT  (+/- 180 meters Scaled)
 DP0070
 DP0070                          SUPERSEDED SURVEY CONTROL
 DP0070
 DP0070.No superseded survey control is available for this station.
 DP0070
 DP0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB838826(NAD 83)
 DP0070_MARKER: DB = BENCH MARK DISK
 DP0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0070_STAMPING: R 472 RESET 1941
 DP0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0070+STABILITY: SURFACE MOTION
 DP0070
 DP0070  HISTORY     - Date     Condition        Report By
 DP0070  HISTORY     - 1941     MONUMENTED       TXHD
 DP0070  HISTORY     - 1958     GOOD             NGS
 DP0070
 DP0070                          STATION DESCRIPTION
 DP0070
 DP0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0070'9.8 MI N FROM ASPERMONT.
 DP0070'ABOUT 9.8 MILES NORTH ALONG U.S. HIGHWAY 83 FROM ASPERMONT, STONEWALL
 DP0070'COUNTY, ABOUT 100 YARDS SOUTH OF A SMALL HOUSE, 70 FEET WEST OF THE
 DP0070'CENTER LINE OF THE HIGHWAY, AND 1 FOOT EAST OF A FENCE.  A STANDARD
 DP0070'DISK, STAMPED R 472 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST.
 DP0070'NOTE-- THIS MARK IS ABOUT 40 PACES SOUTH OF THE SOUTHEAST CORNER OF A
 DP0070'YARD, 6 INCHES EAST OF WEST RIGHT OF WAY FENCE AND ABOUT 6 INCHES
 DP0070'BELOW SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0096 ***********************************************************************
 DP0096  DESIGNATION -  R 474
 DP0096  PID         -  DP0096
 DP0096  STATE/COUNTY-  TX/KENT
 DP0096  USGS QUAD   -  CLAIREMONT WEST (1969)
 DP0096
 DP0096                         *CURRENT SURVEY CONTROL
 DP0096  ___________________________________________________________________
 DP0096* NAD 83(1986)-  33 09 32.     (N)    100 50 30.     (W)     SCALED    
 DP0096* NAVD 88     -       645.259  (meters)    2116.99   (feet)  ADJUSTED  
 DP0096  ___________________________________________________________________
 DP0096  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DP0096  DYNAMIC HT  -         644.458 (meters)    2114.36  (feet)  COMP
 DP0096  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 DP0096
 DP0096  VERT ORDER  -  SECOND    CLASS 0
 DP0096
 DP0096.The horizontal coordinates were scaled from a topographic map and have
 DP0096.an estimated accuracy of +/- 6 seconds.
 DP0096
 DP0096.The orthometric height was determined by differential leveling
 DP0096.and adjusted by the National Geodetic Survey in June 1991..
 DP0096
 DP0096.The geoid height was determined by GEOID03.
 DP0096
 DP0096.The dynamic height is computed by dividing the NAVD 88
 DP0096.geopotential number by the normal gravity value computed on the
 DP0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0096.degrees latitude (g = 980.6199 gals.).
 DP0096
 DP0096.The modeled gravity was interpolated from observed gravity values.
 DP0096
 DP0096;                    North         East    Units  Estimated Accuracy
 DP0096;SPC TXNC     - 2,167,910.      381,600.      MT  (+/- 180 meters Scaled)
 DP0096
 DP0096                          SUPERSEDED SURVEY CONTROL
 DP0096
 DP0096  NGVD 29 (??/??/92)  644.979  (m)         2116.07   (f) ADJ UNCH    2 0
 DP0096
 DP0096.Superseded values are not recommended for survey control.
 DP0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0096.See file dsdata.txt to determine how the superseded data were derived.
 DP0096
 DP0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB282704(NAD 83)
 DP0096_MARKER: DB = BENCH MARK DISK
 DP0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0096_STAMPING: R 474 1935
 DP0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0096+STABILITY: SURFACE MOTION
 DP0096
 DP0096  HISTORY     - Date     Condition        Report By
 DP0096  HISTORY     - 1935     MONUMENTED       CGS
 DP0096  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0096
 DP0096                          STATION DESCRIPTION
 DP0096
 DP0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0096'7.1 MI W FROM CLAIREMONT.
 DP0096'7.1 MILES WEST ALONG U. S. HIGHWAY 380 FROM CLAIREMONT, KENT COUNTY,
 DP0096'100 YARDS NORTHWEST OF A DIP, ON THE INSIDE OF A CURVE, 21 FEET SOUTH
 DP0096'OF A HIGHWAY MARKER, 36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DP0096'AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED R 474 1935 AND
 DP0096'SET IN THE TOP OF A CONCRETE POST.  NOTE-- RD. CONSTR. IN AREA.
 DP0096
 DP0096                          STATION RECOVERY (1968)
 DP0096
 DP0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0047 ***********************************************************************
 DP0047  DESIGNATION -  R 475
 DP0047  PID         -  DP0047
 DP0047  STATE/COUNTY-  TX/STONEWALL
 DP0047  USGS QUAD   -  SWENSON (1968)
 DP0047
 DP0047                         *CURRENT SURVEY CONTROL
 DP0047  ___________________________________________________________________
 DP0047* NAD 83(1986)-  33 12 18.     (N)    100 18 42.     (W)     SCALED    
 DP0047* NAVD 88     -       540.270  (meters)    1772.54   (feet)  ADJUSTED  
 DP0047  ___________________________________________________________________
 DP0047  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DP0047  DYNAMIC HT  -         539.600 (meters)    1770.34  (feet)  COMP
 DP0047  MODELED GRAV-     979,380.6   (mgal)                       NAVD 88
 DP0047
 DP0047  VERT ORDER  -  SECOND    CLASS 0
 DP0047
 DP0047.The horizontal coordinates were scaled from a topographic map and have
 DP0047.an estimated accuracy of +/- 6 seconds.
 DP0047
 DP0047.The orthometric height was determined by differential leveling
 DP0047.and adjusted by the National Geodetic Survey in June 1991..
 DP0047
 DP0047.The geoid height was determined by GEOID03.
 DP0047
 DP0047.The dynamic height is computed by dividing the NAVD 88
 DP0047.geopotential number by the normal gravity value computed on the
 DP0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0047.degrees latitude (g = 980.6199 gals.).
 DP0047
 DP0047.The modeled gravity was interpolated from observed gravity values.
 DP0047
 DP0047;                    North         East    Units  Estimated Accuracy
 DP0047;SPC TXNC     - 2,172,040.      431,120.      MT  (+/- 180 meters Scaled)
 DP0047
 DP0047                          SUPERSEDED SURVEY CONTROL
 DP0047
 DP0047  NGVD 29 (??/??/92)  540.064  (m)         1771.86   (f) ADJ UNCH    2 0
 DP0047
 DP0047.Superseded values are not recommended for survey control.
 DP0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0047.See file dsdata.txt to determine how the superseded data were derived.
 DP0047
 DP0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB777747(NAD 83)
 DP0047_MARKER: DB = BENCH MARK DISK
 DP0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0047_STAMPING: R 475 1935
 DP0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0047+STABILITY: SURFACE MOTION
 DP0047
 DP0047  HISTORY     - Date     Condition        Report By
 DP0047  HISTORY     - 1935     MONUMENTED       CGS
 DP0047  HISTORY     - 1968     GOOD             USGS
 DP0047
 DP0047                          STATION DESCRIPTION
 DP0047
 DP0047'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0047'IN SWENSON.
 DP0047'AT SWENSON, STONEWALL COUNTY, ON THE DISMANTLED FORT WORTH AND DENVER
 DP0047'RAILWAY, AT A NORTH-SOUTH ROAD CROSSING, 80 FEET WEST OF THE ROAD, 50
 DP0047'FEET SOUTH OF THE OLD RR GRADE, 45 FEET WEST OF A FENCE CORNER AND 1
 DP0047'FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED R 475 1935 AND SET IN
 DP0047'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0015 ***********************************************************************
 CB0015  DESIGNATION -  R 476
 CB0015  PID         -  CB0015
 CB0015  STATE/COUNTY-  TX/COKE
 CB0015  USGS QUAD   -  SHAWVILLE (1987)
 CB0015
 CB0015                         *CURRENT SURVEY CONTROL
 CB0015  ___________________________________________________________________
 CB0015* NAD 83(1986)-  31 51 50.     (N)    100 18 01.     (W)     SCALED    
 CB0015* NAVD 88     -       543.078  (meters)    1781.75   (feet)  ADJUSTED  
 CB0015  ___________________________________________________________________
 CB0015  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 CB0015  DYNAMIC HT  -         542.365 (meters)    1779.41  (feet)  COMP
 CB0015  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 CB0015
 CB0015  VERT ORDER  -  SECOND    CLASS 0
 CB0015
 CB0015.The horizontal coordinates were scaled from a topographic map and have
 CB0015.an estimated accuracy of +/- 6 seconds.
 CB0015
 CB0015.The orthometric height was determined by differential leveling
 CB0015.and adjusted by the National Geodetic Survey in June 1991..
 CB0015
 CB0015.The geoid height was determined by GEOID03.
 CB0015
 CB0015.The dynamic height is computed by dividing the NAVD 88
 CB0015.geopotential number by the normal gravity value computed on the
 CB0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0015.degrees latitude (g = 980.6199 gals.).
 CB0015
 CB0015.The modeled gravity was interpolated from observed gravity values.
 CB0015
 CB0015;                    North         East    Units  Estimated Accuracy
 CB0015;SPC TX C     - 3,243,590.      703,130.      MT  (+/- 180 meters Scaled)
 CB0015
 CB0015                          SUPERSEDED SURVEY CONTROL
 CB0015
 CB0015  NGVD 29 (??/??/92)  542.915  (m)         1781.21   (f) ADJ UNCH    2 0
 CB0015
 CB0015.Superseded values are not recommended for survey control.
 CB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0015.See file dsdata.txt to determine how the superseded data were derived.
 CB0015
 CB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA769260(NAD 83)
 CB0015_MARKER: DB = BENCH MARK DISK
 CB0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0015_STAMPING: 1781.214 R 476 1935
 CB0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0015+STABILITY: SURFACE MOTION
 CB0015
 CB0015  HISTORY     - Date     Condition        Report By
 CB0015  HISTORY     - 1935     MONUMENTED       CGS
 CB0015  HISTORY     - 1961     MARK NOT FOUND   NGS
 CB0015
 CB0015                          STATION DESCRIPTION
 CB0015
 CB0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0015'1.6 MI S FROM BRONTE.
 CB0015'1.6 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0015'STATION AT BRONTE, COKE COUNTY, 2-1/2 POLES NORTH OF MILEPOST 687, AT
 CB0015'A ROAD CROSSING, 50 FEET EAST OF THE CENTERLINE OF THE TRACK, 12 FEET
 CB0015'SOUTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET NORTH OF FENCE.  A
 CB0015'STANDARD DISK, STAMPED 1781.214 R 476 1935 AND SET IN THE TOP OF A
 CB0015'CONCRETE POST.  NOTE-- THE ROAD HAS BEEN WIDENED AND RAISED AT THE
 CB0015'RAILROAD CROSSING AND THE BENCH MARK PROBABLY DESTROYED.  SEARCHED FOR
 CB0015'AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0612 ***********************************************************************
 CA0612  DESIGNATION -  R 477
 CA0612  PID         -  CA0612
 CA0612  STATE/COUNTY-  TX/CONCHO
 CA0612  USGS QUAD   -  MILLERSVIEW SE (1987)
 CA0612
 CA0612                         *CURRENT SURVEY CONTROL
 CA0612  ___________________________________________________________________
 CA0612* NAD 83(1986)-  31 22 18.     (N)    099 52 26.     (W)     SCALED    
 CA0612* NAVD 88     -       564.128  (meters)    1850.81   (feet)  ADJUSTED  
 CA0612  ___________________________________________________________________
 CA0612  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CA0612  DYNAMIC HT  -         563.353 (meters)    1848.27  (feet)  COMP
 CA0612  MODELED GRAV-     979,250.3   (mgal)                       NAVD 88
 CA0612
 CA0612  VERT ORDER  -  SECOND    CLASS 0
 CA0612
 CA0612.The horizontal coordinates were scaled from a topographic map and have
 CA0612.an estimated accuracy of +/- 6 seconds.
 CA0612
 CA0612.The orthometric height was determined by differential leveling
 CA0612.and adjusted by the National Geodetic Survey in June 1991..
 CA0612
 CA0612.The geoid height was determined by GEOID03.
 CA0612
 CA0612.The dynamic height is computed by dividing the NAVD 88
 CA0612.geopotential number by the normal gravity value computed on the
 CA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0612.degrees latitude (g = 980.6199 gals.).
 CA0612
 CA0612.The modeled gravity was interpolated from observed gravity values.
 CA0612
 CA0612;                    North         East    Units  Estimated Accuracy
 CA0612;SPC TX C     - 3,189,100.      743,700.      MT  (+/- 180 meters Scaled)
 CA0612
 CA0612                          SUPERSEDED SURVEY CONTROL
 CA0612
 CA0612  NGVD 29 (??/??/92)  564.005  (m)         1850.41   (f) ADJ UNCH    2 0
 CA0612
 CA0612.Superseded values are not recommended for survey control.
 CA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0612.See file dsdata.txt to determine how the superseded data were derived.
 CA0612
 CA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV168711(NAD 83)
 CA0612_MARKER: DB = BENCH MARK DISK
 CA0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0612_SP_SET: ABUTMENT
 CA0612_STAMPING: R 477 1935
 CA0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0612
 CA0612  HISTORY     - Date     Condition        Report By
 CA0612  HISTORY     - 1935     MONUMENTED       CGS
 CA0612  HISTORY     - 1940     GOOD             NGS
 CA0612  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0612
 CA0612                          STATION DESCRIPTION
 CA0612
 CA0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0612'10.0 MI S FROM PAINT ROCK.
 CA0612'10.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COUNTY COURTHOUSE AT
 CA0612'PAINT ROCK, 100 YARDS SOUTH OF THE CENTER OF THE JUNCTION OF A SIDE
 CA0612'ROAD LEADING WEST, AT A 3-BY 3-FOOT CONCRETE CULVERT, IN THE TOP OF
 CA0612'THE CENTER OF THE WEST ABUTMENT, AND 16 FEET WEST OF THE CENTERLINE OF
 CA0612'THE HIGHWAY.  A STANDARD DISK, STAMPED R 477 1935.
 CA0612
 CA0612                          STATION RECOVERY (1999)
 CA0612
 CA0612'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0285 ***********************************************************************
 CS0285  DESIGNATION -  R 479
 CS0285  PID         -  CS0285
 CS0285  STATE/COUNTY-  TX/KAUFMAN
 CS0285  USGS QUAD   -  OLA (1981)
 CS0285
 CS0285                         *CURRENT SURVEY CONTROL
 CS0285  ___________________________________________________________________
 CS0285* NAD 83(1986)-  32 34 32.     (N)    096 11 57.     (W)     SCALED    
 CS0285* NAVD 88     -       134.833  (meters)     442.36   (feet)  ADJUSTED  
 CS0285  ___________________________________________________________________
 CS0285  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS0285  DYNAMIC HT  -         134.681 (meters)     441.87  (feet)  COMP
 CS0285  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 CS0285
 CS0285  VERT ORDER  -  SECOND    CLASS 0
 CS0285
 CS0285.The horizontal coordinates were scaled from a topographic map and have
 CS0285.an estimated accuracy of +/- 6 seconds.
 CS0285
 CS0285.The orthometric height was determined by differential leveling
 CS0285.and adjusted by the National Geodetic Survey in June 1991..
 CS0285
 CS0285.The geoid height was determined by GEOID03.
 CS0285
 CS0285.The dynamic height is computed by dividing the NAVD 88
 CS0285.geopotential number by the normal gravity value computed on the
 CS0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0285.degrees latitude (g = 980.6199 gals.).
 CS0285
 CS0285.The modeled gravity was interpolated from observed gravity values.
 CS0285
 CS0285;                    North         East    Units  Estimated Accuracy
 CS0285;SPC TXNC     - 2,103,150.      816,010.      MT  (+/- 180 meters Scaled)
 CS0285
 CS0285                          SUPERSEDED SURVEY CONTROL
 CS0285
 CS0285  NGVD 29 (??/??/92)  134.842  (m)          442.39   (f) ADJ UNCH    2 0
 CS0285
 CS0285.Superseded values are not recommended for survey control.
 CS0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0285.See file dsdata.txt to determine how the superseded data were derived.
 CS0285
 CS0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB629076(NAD 83)
 CS0285_MARKER: DB = BENCH MARK DISK
 CS0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0285_SP_SET: CURB
 CS0285_STAMPING: R 479 1948
 CS0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0285
 CS0285  HISTORY     - Date     Condition        Report By
 CS0285  HISTORY     - 1948     MONUMENTED       CGS
 CS0285
 CS0285                          STATION DESCRIPTION
 CS0285
 CS0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0285'1.3 MI W FROM OLA.
 CS0285'1.3 MILES WEST ALONG STATE HIGHWAY 243 FROM THE CHURCH OF CHRIST AT
 CS0285'OLA, 18.0 FEET SOUTH OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF
 CS0285'THE HIGHWAY, 5.0 FEET EAST OF THE WEST END OF THE SOUTH CONCRETE CURB
 CS0285'OF A 50-FOOT CONCRETE BRIDGE, 0.5 FOOT NORTH OF THE SOUTH FACE OF AND
 CS0285'SET IN THE TOP OF THE CONCRETE CURB OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0461 ***********************************************************************
 AB0461  DESIGNATION -  R 48
 AB0461  PID         -  AB0461
 AB0461  STATE/COUNTY-  TX/CAMERON
 AB0461  USGS QUAD   -  HARLINGEN (1983)
 AB0461
 AB0461                         *CURRENT SURVEY CONTROL
 AB0461  ___________________________________________________________________
 AB0461* NAD 83(1986)-  26 07 56.     (N)    097 37 54.     (W)     SCALED    
 AB0461* NAVD 88     -        12.175  (meters)      39.94   (feet)  ADJUSTED  
 AB0461  ___________________________________________________________________
 AB0461  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 AB0461  DYNAMIC HT  -          12.155 (meters)      39.88  (feet)  COMP
 AB0461  MODELED GRAV-     979,033.6   (mgal)                       NAVD 88
 AB0461
 AB0461  VERT ORDER  -  FIRST     CLASS II
 AB0461
 AB0461.The horizontal coordinates were scaled from a topographic map and have
 AB0461.an estimated accuracy of +/- 6 seconds.
 AB0461
 AB0461.The orthometric height was determined by differential leveling
 AB0461.and adjusted by the National Geodetic Survey in June 1991..
 AB0461
 AB0461.The geoid height was determined by GEOID03.
 AB0461
 AB0461.The dynamic height is computed by dividing the NAVD 88
 AB0461.geopotential number by the normal gravity value computed on the
 AB0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0461.degrees latitude (g = 980.6199 gals.).
 AB0461
 AB0461.The modeled gravity was interpolated from observed gravity values.
 AB0461
 AB0461;                    North         East    Units  Estimated Accuracy
 AB0461;SPC TX S     - 5,051,880.      386,840.      MT  (+/- 180 meters Scaled)
 AB0461
 AB0461                          SUPERSEDED SURVEY CONTROL
 AB0461
 AB0461.No superseded survey control is available for this station.
 AB0461
 AB0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP367910(NAD 83)
 AB0461_MARKER: DB = BENCH MARK DISK
 AB0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0461_SP_SET: BUILDING WALL
 AB0461_STAMPING: ELEV 40.276 FT R 48 1918
 AB0461_MARK LOGO: CGS   
 AB0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0461+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2004
 AB0461
 AB0461  HISTORY     - Date     Condition        Report By
 AB0461  HISTORY     - 1918     MONUMENTED       CGS
 AB0461  HISTORY     - 1951     GOOD             NGS
 AB0461  HISTORY     - 1981     GOOD             NGS
 AB0461  HISTORY     - 1987     GOOD             USPSQD
 AB0461  HISTORY     - 1988     GOOD             USPSQD
 AB0461  HISTORY     - 1988     GOOD             USPSQD
 AB0461  HISTORY     - 19910313 GOOD             USPSQD
 AB0461  HISTORY     - 20040112 GOOD             GEOCAC
 AB0461
 AB0461                          STATION DESCRIPTION
 AB0461
 AB0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 AB0461'IN SAN BENITO.
 AB0461'AT SAN BENITO, CAMERON COUNTY, AT THE CORNER OF HOUSTON AND BATTS
 AB0461'STREETS, AT A BUILDING OCCUPIED BY THE CENTRAL POWER AND LIGHT CO., IN
 AB0461'THE SOUTHEAST BRICK WALL, 3 FEET NORTHEAST OF THE SOUTH DOOR, 1.6 FEET
 AB0461'SOUTHWEST OF THE SOUTHWEST END OF A PLATE-GLASS WINDOW, AND 4.3 FEET
 AB0461'HIGHER THAN THE SIDEWALK.  A STANDARD DISK, SET VERTICALLY.
 AB0461
 AB0461                          STATION RECOVERY (1951)
 AB0461
 AB0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0461'RECOVERED IN GOOD CONDITION.
 AB0461
 AB0461                          STATION RECOVERY (1981)
 AB0461
 AB0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0461'AT THE CORNER OF THE JUNCTION OF NORTH SAM HOUSTON BOULEVARD AND WEST
 AB0461'BATTS STREET, AT A BUILDING OCCUPIED BY THE MARTINEZ SHOE STORE,
 AB0461'ADDRESS IS 101 NORTH SAM HOUSTON, SET VERTICALLY IN THE SOUTHEAST FACE
 AB0461'OF THE BUILDING, 2.1 KM (7.0 FT) NORTHEAST OF THE SOUTH DOOR,
 AB0461'0.46 METERS (1.5 FT) SOUTHWEST OF THE SOUTHWEST END OF A PLATE GLASS
 AB0461'WINDOW.
 AB0461'THE MARK IS 1.3 M ABOVE SIDEWALK.
 AB0461
 AB0461                          STATION RECOVERY (1987)
 AB0461
 AB0461'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0461'RECOVERED IN GOOD CONDITION.
 AB0461
 AB0461                          STATION RECOVERY (1988)
 AB0461
 AB0461'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0461'RECOVERED IN GOOD CONDITION.
 AB0461
 AB0461                          STATION RECOVERY (1988)
 AB0461
 AB0461'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0461'RECOVERED IN GOOD CONDITION.
 AB0461
 AB0461                          STATION RECOVERY (1991)
 AB0461
 AB0461'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0461'RECOVERED IN GOOD CONDITION.
 AB0461
 AB0461                          STATION RECOVERY (2004)
 AB0461
 AB0461'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0980 ***********************************************************************
 CR0980  DESIGNATION -  R 480 RESET 1951
 CR0980  PID         -  CR0980
 CR0980  STATE/COUNTY-  TX/VAN ZANDT
 CR0980  USGS QUAD   -  EDGEWOOD (1981)
 CR0980
 CR0980                         *CURRENT SURVEY CONTROL
 CR0980  ___________________________________________________________________
 CR0980* NAD 83(1986)-  32 42 04.     (N)    095 59 37.     (W)     SCALED    
 CR0980* NAVD 88     -       166.768  (meters)     547.14   (feet)  ADJUSTED  
 CR0980  ___________________________________________________________________
 CR0980  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0980  DYNAMIC HT  -         166.580 (meters)     546.52  (feet)  COMP
 CR0980  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 CR0980
 CR0980  VERT ORDER  -  SECOND    CLASS 0
 CR0980
 CR0980.The horizontal coordinates were scaled from a topographic map and have
 CR0980.an estimated accuracy of +/- 6 seconds.
 CR0980
 CR0980.The orthometric height was determined by differential leveling
 CR0980.and adjusted by the National Geodetic Survey in June 1991..
 CR0980
 CR0980.The geoid height was determined by GEOID03.
 CR0980
 CR0980.The dynamic height is computed by dividing the NAVD 88
 CR0980.geopotential number by the normal gravity value computed on the
 CR0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0980.degrees latitude (g = 980.6199 gals.).
 CR0980
 CR0980.The modeled gravity was interpolated from observed gravity values.
 CR0980
 CR0980;                    North         East    Units  Estimated Accuracy
 CR0980;SPC TXNC     - 2,117,510.      834,970.      MT  (+/- 180 meters Scaled)
 CR0980
 CR0980                          SUPERSEDED SURVEY CONTROL
 CR0980
 CR0980  NGVD 29 (??/??/92)  166.778  (m)          547.17   (f) ADJ UNCH    2 0
 CR0980
 CR0980.Superseded values are not recommended for survey control.
 CR0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0980.See file dsdata.txt to determine how the superseded data were derived.
 CR0980
 CR0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS193221(NAD 83)
 CR0980_MARKER: DB = BENCH MARK DISK
 CR0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0980_STAMPING: R 480 RESET 1951
 CR0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0980+STABILITY: SURFACE MOTION
 CR0980
 CR0980  HISTORY     - Date     Condition        Report By
 CR0980  HISTORY     - 1951     MONUMENTED       CGS
 CR0980  HISTORY     - 1952     GOOD             NGS
 CR0980  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CR0980  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CR0980  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 CR0980  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0980
 CR0980                          STATION DESCRIPTION
 CR0980
 CR0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CR0980'1.1 MI E FROM WILLS POINT.
 CR0980'1.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE TEXAS AND PACIFIC
 CR0980'RAILROAD STATION AT WILLS POINT, AT A JUNCTION WITH STATE HIGHWAY 64,
 CR0980'61.4 FEET SOUTHEAST OF TRIANGULATION STATION PIONEER 1949, 32.6 FEET
 CR0980'NORTH OF THE CENTER LINE OF STATE HIGHWAY 64, 2 FEET NORTH OF A ROW OF
 CR0980'EVERGREEN BUSHES, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CR0980'FOOT ABOVE THE GROUND.
 CR0980
 CR0980                          STATION RECOVERY (1988)
 CR0980
 CR0980'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CR0980'MARK NOT FOUND.
 CR0980
 CR0980                          STATION RECOVERY (1988)
 CR0980
 CR0980'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR0980'MARK NOT FOUND.
 CR0980
 CR0980                          STATION RECOVERY (1993)
 CR0980
 CR0980'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0980'MARK NOT FOUND.
 CR0980
 CR0980                          STATION RECOVERY (1995)
 CR0980
 CR0980'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1053 ***********************************************************************
 AY1053  DESIGNATION -  R 481
 AY1053  PID         -  AY1053
 AY1053  STATE/COUNTY-  TX/BEXAR
 AY1053  USGS QUAD   -  HELOTES (1992)
 AY1053
 AY1053                         *CURRENT SURVEY CONTROL
 AY1053  ___________________________________________________________________
 AY1053* NAD 83(1986)-  29 32 43.     (N)    098 39 34.     (W)     SCALED    
 AY1053* NAVD 88     -       296.903  (meters)     974.09   (feet)  ADJUSTED  
 AY1053  ___________________________________________________________________
 AY1053  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AY1053  DYNAMIC HT  -         296.468 (meters)     972.66  (feet)  COMP
 AY1053  MODELED GRAV-     979,169.8   (mgal)                       NAVD 88
 AY1053
 AY1053  VERT ORDER  -  SECOND    CLASS 0
 AY1053
 AY1053.The horizontal coordinates were scaled from a topographic map and have
 AY1053.an estimated accuracy of +/- 6 seconds.
 AY1053
 AY1053.The orthometric height was determined by differential leveling
 AY1053.and adjusted by the National Geodetic Survey in June 1991..
 AY1053
 AY1053.The geoid height was determined by GEOID03.
 AY1053
 AY1053.The dynamic height is computed by dividing the NAVD 88
 AY1053.geopotential number by the normal gravity value computed on the
 AY1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1053.degrees latitude (g = 980.6199 gals.).
 AY1053
 AY1053.The modeled gravity was interpolated from observed gravity values.
 AY1053
 AY1053;                    North         East    Units  Estimated Accuracy
 AY1053;SPC TXSC     - 4,189,780.      633,000.      MT  (+/- 180 meters Scaled)
 AY1053
 AY1053                          SUPERSEDED SURVEY CONTROL
 AY1053
 AY1053  NGVD 29 (??/??/92)  296.795  (m)          973.73   (f) ADJ UNCH    2 0
 AY1053
 AY1053.Superseded values are not recommended for survey control.
 AY1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1053.See file dsdata.txt to determine how the superseded data were derived.
 AY1053
 AY1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT329684(NAD 83)
 AY1053_MARKER: DB = BENCH MARK DISK
 AY1053_SETTING: 66 = SET IN ROCK OUTCROP
 AY1053_SP_SET: ROCK OUTCROP
 AY1053_STAMPING: R-481 1935
 AY1053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1053+STABILITY: POSITION/ELEVATION WELL
 AY1053
 AY1053  HISTORY     - Date     Condition        Report By
 AY1053  HISTORY     - 1935     MONUMENTED       CGS
 AY1053  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1053  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY1053
 AY1053                          STATION DESCRIPTION
 AY1053
 AY1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY1053'14.4 MI NW FROM SAN ANTONIO.
 AY1053'14.4 MI. N.W. OF COURTHOUSE, ALONG STATE HWY NO. 81 27 FT. WEST OF THE
 AY1053'CENTER LINE OF THE HIGHWAY.  9 FT. EAST OF FENCE, 60 FT. NORTH OF
 AY1053'POWER LINE, 0.2 MI. SOUTH OF TOP OF GRADE, 0.2 MI. NORTH OF A SIDE
 AY1053'ROAD TO THE EAST.
 AY1053
 AY1053                          STATION RECOVERY (1953)
 AY1053
 AY1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1053'MARK NOT FOUND.
 AY1053
 AY1053                          STATION RECOVERY (1995)
 AY1053
 AY1053'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1355 ***********************************************************************
 AY1355  DESIGNATION -  R 482
 AY1355  PID         -  AY1355
 AY1355  STATE/COUNTY-  TX/UVALDE
 AY1355  USGS QUAD   -  CHALK BLUFF (1960)
 AY1355
 AY1355                         *CURRENT SURVEY CONTROL
 AY1355  ___________________________________________________________________
 AY1355* NAD 83(1986)-  29 21 11.     (N)    099 57 15.     (W)     SCALED    
 AY1355* NAVD 88     -       320.239  (meters)    1050.65   (feet)  POSTED    
 AY1355  ___________________________________________________________________
 AY1355  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AY1355  DYNAMIC HT  -         319.770 (meters)    1049.11  (feet)  COMP
 AY1355  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 AY1355
 AY1355  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1355
 AY1355.The horizontal coordinates were scaled from a topographic map and have
 AY1355.an estimated accuracy of +/- 6 seconds.
 AY1355
 AY1355.The orthometric height was determined by differential leveling
 AY1355.and adjusted by the National Geodetic Survey in 1992..
 AY1355.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1355.rate of 0.0 thru 1.0 mm/km.
 AY1355
 AY1355.The geoid height was determined by GEOID03.
 AY1355
 AY1355.The dynamic height is computed by dividing the NAVD 88
 AY1355.geopotential number by the normal gravity value computed on the
 AY1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1355.degrees latitude (g = 980.6199 gals.).
 AY1355
 AY1355.The modeled gravity was interpolated from observed gravity values.
 AY1355
 AY1355;                    North         East    Units  Estimated Accuracy
 AY1355;SPC TXSC     - 4,168,800.      507,360.      MT  (+/- 180 meters Scaled)
 AY1355
 AY1355                          SUPERSEDED SURVEY CONTROL
 AY1355
 AY1355  NGVD 29 (??/??/92)  320.126  (m)         1050.28   (f) ADJ UNCH    2 0
 AY1355
 AY1355.Superseded values are not recommended for survey control.
 AY1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1355.See file dsdata.txt to determine how the superseded data were derived.
 AY1355
 AY1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT073474(NAD 83)
 AY1355_MARKER: DB = BENCH MARK DISK
 AY1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1355_STAMPING: R 482 1935
 AY1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1355+STABILITY: SURFACE MOTION
 AY1355
 AY1355  HISTORY     - Date     Condition        Report By
 AY1355  HISTORY     - 1935     MONUMENTED       CGS
 AY1355  HISTORY     - 1971     GOOD             USGS
 AY1355  HISTORY     - 20021109 GOOD             USPSQD
 AY1355
 AY1355                          STATION DESCRIPTION
 AY1355
 AY1355'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1355'13.0 MI NW FROM UVALDE.
 AY1355'UVALDE, JUNCTION OF STATE HIGHWAY 55 AND U. S. HIGHWAY 83.  12.8 MILES
 AY1355'NORTHWEST OF ALONG HIGHWAY 55 TO ROAD SOUTHWEST.  (UVALDE MOBILE GUEST
 AY1355'RANCH) THENCE 0.2 MILE SOUTHWEST TO OLD R. R. GRADE CROSSING. 130 FEET
 AY1355'NORTHWEST AND 30 FEET NORTHEAST OF THE CENTERLINE OF ROAD AT CROSSING.
 AY1355'A STANDARD DISK, STAMPED R 482 1935 AND SET IN THE TOP OF A CONCRETE
 AY1355'POST.
 AY1355
 AY1355                          STATION RECOVERY (2002)
 AY1355
 AY1355'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1216 ***********************************************************************
 BY1216  DESIGNATION -  R 483
 BY1216  PID         -  BY1216
 BY1216  STATE/COUNTY-  TX/NACOGDOCHES
 BY1216  USGS QUAD   -  WODEN (1983)
 BY1216
 BY1216                         *CURRENT SURVEY CONTROL
 BY1216  ___________________________________________________________________
 BY1216* NAD 83(1986)-  31 30 24.     (N)    094 36 08.     (W)     SCALED    
 BY1216* NAVD 88     -        91.10   (+/-2cm)     298.9    (feet)  VERTCON   
 BY1216  ___________________________________________________________________
 BY1216  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY1216
 BY1216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1216
 BY1216.The horizontal coordinates were scaled from a topographic map and have
 BY1216.an estimated accuracy of +/- 6 seconds.
 BY1216
 BY1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1216.The vertical order pertains to the NGVD 29 superseded value.
 BY1216
 BY1216.The geoid height was determined by GEOID03.
 BY1216
 BY1216;                    North         East    Units  Estimated Accuracy
 BY1216;SPC TX C     - 3,218,000.    1,244,150.      MT  (+/- 180 meters Scaled)
 BY1216
 BY1216                          SUPERSEDED SURVEY CONTROL
 BY1216
 BY1216  NGVD 29 (??/??/92)   91.173  (m)          299.12   (f) ADJ UNCH    2 0
 BY1216
 BY1216.Superseded values are not recommended for survey control.
 BY1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1216.See file dsdata.txt to determine how the superseded data were derived.
 BY1216
 BY1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ478868(NAD 83)
 BY1216_MARKER: DB = BENCH MARK DISK
 BY1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1216_STAMPING: R 483 1948
 BY1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1216+STABILITY: SURFACE MOTION
 BY1216
 BY1216  HISTORY     - Date     Condition        Report By
 BY1216  HISTORY     - 1948     MONUMENTED       CGS
 BY1216  HISTORY     - 1963     GOOD             NGS
 BY1216  HISTORY     - 19980919 GOOD             USPSQD
 BY1216
 BY1216                          STATION DESCRIPTION
 BY1216
 BY1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BY1216'0.25 MI E FROM LACYVILLE.
 BY1216'0.25 MILE EAST ALONG A GRADED DIRT ROAD FROM THE CROSSING OF A DIRT
 BY1216'ROAD AND THE TEXAS AND NEW ORLEANS RAILWAY AT LACYVILLE, AT A ROAD
 BY1216'JUNCTION, 104.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 BY1216'104.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE, 64.0 FEET
 BY1216'NORTHWEST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST, 5.2 FEET
 BY1216'EAST OF A 14-INCH PINE TREE, 2.2 FEET SOUTH OF A REFERENCE POST, AND
 BY1216'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 BY1216'GROUND.  NOTE-- THE ABOVE DISTANCES STILL APPLY FROM THE ROADS AND
 BY1216'FARMHOUSE AND REFERENCE POST.  THE 14-INCH PINE TREE HAS BEEN GRUBBED
 BY1216'OUT.  THE MARK IS NOW IN A GARDEN.  NOTE-- TO REACH FROM THE POST
 BY1216'OFFICE IN NACOGDOCHES, GO EASTERLY ON STATE HIGHWAY 21 FOR 0.55 MILE
 BY1216'TO THE JUNCTION OF FARM ROAD 1275, TURN RIGHT, THENCE 0.95 MILE ALONG
 BY1216'FARM ROAD 1275 TO THE JUNCTION OF FARM ROAD 2259, THENCE 3.0 MILES
 BY1216'ALONG FARM ROAD 1275 TO A DIRT ROAD ON THE RIGHT, THENCE 3.6 MILES
 BY1216'ALONG FARM ROAD 1275 TO BENCH MARK ON THE RIGHT.
 BY1216
 BY1216                          STATION RECOVERY (1998)
 BY1216
 BY1216'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0245 ***********************************************************************
 BY0245  DESIGNATION -  R 484
 BY0245  PID         -  BY0245
 BY0245  STATE/COUNTY-  TX/SHELBY
 BY0245  USGS QUAD   -  NEUVILLE (1984)
 BY0245
 BY0245                         *CURRENT SURVEY CONTROL
 BY0245  ___________________________________________________________________
 BY0245* NAD 83(1986)-  31 40 09.     (N)    094 09 52.     (W)     SCALED    
 BY0245* NAVD 88     -       142.56   (+/-2cm)     467.7    (feet)  VERTCON   
 BY0245  ___________________________________________________________________
 BY0245  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BY0245
 BY0245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0245
 BY0245.The horizontal coordinates were scaled from a topographic map and have
 BY0245.an estimated accuracy of +/- 6 seconds.
 BY0245
 BY0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0245.The vertical order pertains to the NGVD 29 superseded value.
 BY0245
 BY0245.The geoid height was determined by GEOID03.
 BY0245
 BY0245;                    North         East    Units  Estimated Accuracy
 BY0245;SPC TX C     - 3,238,210.    1,284,670.      MT  (+/- 180 meters Scaled)
 BY0245
 BY0245                          SUPERSEDED SURVEY CONTROL
 BY0245
 BY0245  NGVD 29 (??/??/92)  142.598  (m)          467.84   (f) ADJ UNCH    2 0
 BY0245
 BY0245.Superseded values are not recommended for survey control.
 BY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0245.See file dsdata.txt to determine how the superseded data were derived.
 BY0245
 BY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR896043(NAD 83)
 BY0245_MARKER: DB = BENCH MARK DISK
 BY0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0245_STAMPING: R 484 1949
 BY0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0245+STABILITY: SURFACE MOTION
 BY0245
 BY0245  HISTORY     - Date     Condition        Report By
 BY0245  HISTORY     - 1949     MONUMENTED       CGS
 BY0245  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0245
 BY0245                          STATION DESCRIPTION
 BY0245
 BY0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0245'1.1 MI SW FROM NEUVILLE.
 BY0245'1.1 MILES SOUTHWEST ALONG THE NEUVILLE-BRADY SCHOOL ROAD FROM THE
 BY0245'PUBLIC SCHOOL AT NEUVILLE, 0.15 MILE NORTH OF A ROAD JUNCTION AND
 BY0245'POINT WHERE THE NEUVILLE-BRADY SCHOOL ROAD TURNS WEST, 27.0 FEET EAST
 BY0245'OF THE CENTER LINE OF THE ROAD, 7.0 FEET SOUTH OF A 16-INCH PINE TREE,
 BY0245'6.7 FEET WEST OF A 14-INCH PINE TREE, 1.7 FEET NORTH OF A REFERENCE
 BY0245'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 BY0245'THE GROUND.
 BY0245
 BY0245                          STATION RECOVERY (1979)
 BY0245
 BY0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0265 ***********************************************************************
 BY0265  DESIGNATION -  R 485
 BY0265  PID         -  BY0265
 BY0265  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0265  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0265
 BY0265                         *CURRENT SURVEY CONTROL
 BY0265  ___________________________________________________________________
 BY0265* NAD 83(1986)-  31 37 06.     (N)    094 15 03.     (W)     SCALED    
 BY0265* NAVD 88     -        89.92   (+/-2cm)     295.0    (feet)  VERTCON   
 BY0265  ___________________________________________________________________
 BY0265  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY0265
 BY0265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0265
 BY0265.The horizontal coordinates were scaled from a topographic map and have
 BY0265.an estimated accuracy of +/- 6 seconds.
 BY0265
 BY0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0265.The vertical order pertains to the NGVD 29 superseded value.
 BY0265
 BY0265.The geoid height was determined by GEOID03.
 BY0265
 BY0265;                    North         East    Units  Estimated Accuracy
 BY0265;SPC TX C     - 3,232,130.    1,276,800.      MT  (+/- 180 meters Scaled)
 BY0265
 BY0265                          SUPERSEDED SURVEY CONTROL
 BY0265
 BY0265  NGVD 29 (??/??/92)   89.950  (m)          295.11   (f) ADJ UNCH    2 0
 BY0265
 BY0265.Superseded values are not recommended for survey control.
 BY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0265.See file dsdata.txt to determine how the superseded data were derived.
 BY0265
 BY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ813988(NAD 83)
 BY0265_MARKER: DB = BENCH MARK DISK
 BY0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0265_STAMPING: R 485 1949
 BY0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0265+STABILITY: SURFACE MOTION
 BY0265
 BY0265  HISTORY     - Date     Condition        Report By
 BY0265  HISTORY     - 1949     MONUMENTED       CGS
 BY0265  HISTORY     - 1980     GOOD             USGS
 BY0265
 BY0265                          STATION DESCRIPTION
 BY0265
 BY0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0265'1.7 MI NE FROM CAMP WORTH.
 BY0265'1.7 MILES NORTHEAST ALONG THE JERICHO-CAMP WORTH ROAD FROM THE HIGH
 BY0265'SCHOOL AT CAMP WORTH, AT A JUNCTION WITH A TRAIL LEADING NORTHEAST,
 BY0265'41.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 37.0 FEET
 BY0265'SOUTHEAST OF THE CENTER LINE OF THE TRAIL, 2.0 FEET NORTHWEST OF A
 BY0265'FENCE, 1.7 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0265'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0265
 BY0265                          STATION RECOVERY (1980)
 BY0265
 BY0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0265'6.35 MILE SOUTH ALONG THE FM ROAD 711 FROM THE BYFORD GROCERY STORE
 BY0265'AT JERICHO TO A DIRT ROAD WEST (RIGHT), THENCE 0.3 MILE WEST ALONG
 BY0265'THE ROAD TO THE JUNCTION OF THE ROAD BENDING SOUTH (LEFT) AND A TRAIL
 BY0265'NORTH (RIGHT), 41 FEET EAST AT THE CENTERLINE OF THE ROAD SOUTH, 37
 BY0265'FEET SOUTH OF THE CENTERLINE OF THE ROAD EAST, AND SET IN THE TOP OF
 BY0265'A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1165 ***********************************************************************
 BY1165  DESIGNATION -  R 486
 BY1165  PID         -  BY1165
 BY1165  STATE/COUNTY-  TX/NACOGDOCHES
 BY1165  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1165
 BY1165                         *CURRENT SURVEY CONTROL
 BY1165  ___________________________________________________________________
 BY1165* NAD 83(1986)-  31 35 08.     (N)    094 40 28.     (W)     SCALED    
 BY1165* NAVD 88     -        96.30   (+/-2cm)     315.9    (feet)  VERTCON   
 BY1165  ___________________________________________________________________
 BY1165  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1165
 BY1165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1165
 BY1165.The horizontal coordinates were scaled from a topographic map and have
 BY1165.an estimated accuracy of +/- 6 seconds.
 BY1165
 BY1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1165.The vertical order pertains to the NGVD 29 superseded value.
 BY1165
 BY1165.The geoid height was determined by GEOID03.
 BY1165
 BY1165;                    North         East    Units  Estimated Accuracy
 BY1165;SPC TX C     - 3,226,380.    1,236,850.      MT  (+/- 180 meters Scaled)
 BY1165
 BY1165                          SUPERSEDED SURVEY CONTROL
 BY1165
 BY1165  NGVD 29 (??/??/92)   96.397  (m)          316.26   (f) ADJ UNCH    2 0
 BY1165
 BY1165.Superseded values are not recommended for survey control.
 BY1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1165.See file dsdata.txt to determine how the superseded data were derived.
 BY1165
 BY1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ411957(NAD 83)
 BY1165_MARKER: DB = BENCH MARK DISK
 BY1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1165_STAMPING: R-486 1949
 BY1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1165+STABILITY: SURFACE MOTION
 BY1165
 BY1165  HISTORY     - Date     Condition        Report By
 BY1165  HISTORY     - 1949     MONUMENTED       CGS
 BY1165  HISTORY     - 1977     GOOD             USGS
 BY1165  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1165
 BY1165                          STATION DESCRIPTION
 BY1165
 BY1165'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY1165'3.85 MI NW FROM NACOGDOCHES.
 BY1165'1.0 MI SOUTH ALONG U.S. HWY. 59 FROM THE COURTHOUSE AT NACOGDOCHES,
 BY1165'THENCE 0.85 MI WEST ALONG HWY. 7 (SPANISH BLUFF RD.), AT THE HOME OF
 BY1165'A. RODRIGUES, 64 FT NORTH OF THE NE POINT OF A HOME OWNED BY A.
 BY1165'RODRIGUES, 47 FT NW OF THE NW CORNER OF THE C.E. CAIN HOUSE, 85 FT SE
 BY1165'OF THE CENTER LINE OF HWY. 7, 61 FT SE OF CURB, 1.7 FT NW OF A 5 INCH
 BY1165'CEDAR TREE, AND SET IN THE TOP OF A CONCRETE POST 0.3 FT BELOW THE
 BY1165'SURFACE OF THE GROUND.
 BY1165
 BY1165                          STATION RECOVERY (1998)
 BY1165
 BY1165'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0130 ***********************************************************************
 BY0130  DESIGNATION -  R 487
 BY0130  PID         -  BY0130
 BY0130  STATE/COUNTY-  TX/SHELBY
 BY0130  USGS QUAD   -  CENTER (1984)
 BY0130
 BY0130                         *CURRENT SURVEY CONTROL
 BY0130  ___________________________________________________________________
 BY0130* NAD 83(1986)-  31 48 39.     (N)    094 14 27.     (W)     SCALED    
 BY0130* NAVD 88     -       116.81   (+/-2cm)     383.2    (feet)  VERTCON   
 BY0130  ___________________________________________________________________
 BY0130  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BY0130
 BY0130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0130
 BY0130.The horizontal coordinates were scaled from a topographic map and have
 BY0130.an estimated accuracy of +/- 6 seconds.
 BY0130
 BY0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0130.The vertical order pertains to the NGVD 29 superseded value.
 BY0130
 BY0130.The geoid height was determined by GEOID03.
 BY0130
 BY0130;                    North         East    Units  Estimated Accuracy
 BY0130;SPC TX C     - 3,253,490.    1,276,580.      MT  (+/- 180 meters Scaled)
 BY0130
 BY0130                          SUPERSEDED SURVEY CONTROL
 BY0130
 BY0130  NGVD 29 (??/??/92)  116.845  (m)          383.35   (f) ADJ UNCH    2 0
 BY0130
 BY0130.Superseded values are not recommended for survey control.
 BY0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0130.See file dsdata.txt to determine how the superseded data were derived.
 BY0130
 BY0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR825201(NAD 83)
 BY0130_MARKER: DB = BENCH MARK DISK
 BY0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0130_STAMPING: R 487 1949
 BY0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0130+STABILITY: SURFACE MOTION
 BY0130
 BY0130  HISTORY     - Date     Condition        Report By
 BY0130  HISTORY     - 1949     MONUMENTED       CGS
 BY0130
 BY0130                          STATION DESCRIPTION
 BY0130
 BY0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0130'4.15 MI W FROM CENTER.
 BY0130'1.25 MILES NORTH ALONG U. S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0130'COURTHOUSE AT CENTER, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 87,
 BY0130'0.75 MILE EAST OF A ROAD JUNCTION AND TURN IN THE HIGHWAY, 95.0 FEET
 BY0130'WEST OF A 30-INCH OAK TREE WHICH IS IN THE FRONT YARD AT THE HOME OF
 BY0130'C. R. IRISH (AN IMITATION BRICK BUILDING), 73.0 FEET SOUTH OF THE
 BY0130'CENTER LINE OF THE HIGHWAY, 24.6 FEET EAST OF A T-FENCE CORNER, 22.5
 BY0130'FEET SOUTH OF A POWER POLE, 16.0 FEET SOUTH OF THE CENTER LINE OF A
 BY0130'DIRT ROAD PARALLELING THE HIGHWAY, 4.0 FEET WEST OF A 15-INCH WHITE
 BY0130'OAK TREE, 1.3 FEET WEST OF A REFERENCE POST, 1.0 FOOT NORTH OF A
 BY0130'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 BY0130'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0997 ***********************************************************************
 BY0997  DESIGNATION -  R 488
 BY0997  PID         -  BY0997
 BY0997  STATE/COUNTY-  TX/NACOGDOCHES
 BY0997  USGS QUAD   -  HUNTINGTON (1980)
 BY0997
 BY0997                         *CURRENT SURVEY CONTROL
 BY0997  ___________________________________________________________________
 BY0997* NAD 83(1986)-  31 16 33.     (N)    094 31 27.     (W)     SCALED    
 BY0997* NAVD 88     -        93.60   (+/-2cm)     307.1    (feet)  VERTCON   
 BY0997  ___________________________________________________________________
 BY0997  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0997
 BY0997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0997
 BY0997.The horizontal coordinates were scaled from a topographic map and have
 BY0997.an estimated accuracy of +/- 6 seconds.
 BY0997
 BY0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0997.The vertical order pertains to the NGVD 29 superseded value.
 BY0997
 BY0997.The geoid height was determined by GEOID03.
 BY0997
 BY0997;                    North         East    Units  Estimated Accuracy
 BY0997;SPC TX C     - 3,192,830.    1,252,890.      MT  (+/- 180 meters Scaled)
 BY0997
 BY0997                          SUPERSEDED SURVEY CONTROL
 BY0997
 BY0997  NGVD 29 (??/??/92)   93.633  (m)          307.19   (f) ADJ UNCH    2 0
 BY0997
 BY0997.Superseded values are not recommended for survey control.
 BY0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0997.See file dsdata.txt to determine how the superseded data were derived.
 BY0997
 BY0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ549611(NAD 83)
 BY0997_MARKER: DB = BENCH MARK DISK
 BY0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0997_STAMPING: R 488 1949
 BY0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0997+STABILITY: SURFACE MOTION
 BY0997
 BY0997  HISTORY     - Date     Condition        Report By
 BY0997  HISTORY     - 1949     MONUMENTED       CGS
 BY0997  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0997
 BY0997                          STATION DESCRIPTION
 BY0997
 BY0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0997'3.15 MI NE FROM HUNTINGTON.
 BY0997'0.45 MILE NORTHEAST ALONG FARM ROAD 328 FROM THE TEXAS AND NEW ORLEANS
 BY0997'RAILROAD STATION AT HUNTINGTON, THENCE 2.7 MILES EAST ALONG A GRADED
 BY0997'DIRT ROAD, AT THE W.M. FOREST FARM HOME, 280.0 FEET NORTH OF AND
 BY0997'ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE HOUSE, 100.0 FEET
 BY0997'NORTH OF THE CENTER LINE OF THE ROAD, 85.0 FEET NORTHWEST OF A POWER
 BY0997'LINE POLE BEARING A TRANSFORMER, 19.0 FEET EAST OF THE CENTER LINE OF
 BY0997'A WOODS ROAD, 9.0 FEET SOUTHEAST OF A 14-INCH GUM TREE, 1.7 FEET WEST
 BY0997'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0997'0.7 FOOT ABOVE THE GROUND.
 BY0997
 BY0997                          STATION RECOVERY (1998)
 BY0997
 BY0997'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0918 ***********************************************************************
 BY0918  DESIGNATION -  R 489
 BY0918  PID         -  BY0918
 BY0918  STATE/COUNTY-  TX/ANGELINA
 BY0918  USGS QUAD   -  MANNING (1980)
 BY0918
 BY0918                         *CURRENT SURVEY CONTROL
 BY0918  ___________________________________________________________________
 BY0918* NAD 83(1986)-  31 08 28.     (N)    094 36 00.     (W)     SCALED    
 BY0918* NAVD 88     -        46.89   (+/-2cm)     153.8    (feet)  VERTCON   
 BY0918  ___________________________________________________________________
 BY0918  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BY0918
 BY0918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0918
 BY0918.The horizontal coordinates were scaled from a topographic map and have
 BY0918.an estimated accuracy of +/- 6 seconds.
 BY0918
 BY0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0918.The vertical order pertains to the NGVD 29 superseded value.
 BY0918
 BY0918.The geoid height was determined by GEOID03.
 BY0918
 BY0918;                    North         East    Units  Estimated Accuracy
 BY0918;SPC TX C     - 3,177,540.    1,246,450.      MT  (+/- 180 meters Scaled)
 BY0918
 BY0918                          SUPERSEDED SURVEY CONTROL
 BY0918
 BY0918  NGVD 29 (??/??/92)   46.924  (m)          153.95   (f) ADJ UNCH    2 0
 BY0918
 BY0918.Superseded values are not recommended for survey control.
 BY0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0918.See file dsdata.txt to determine how the superseded data were derived.
 BY0918
 BY0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ474463(NAD 83)
 BY0918_MARKER: DB = BENCH MARK DISK
 BY0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0918_STAMPING: R 489 1949
 BY0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0918+STABILITY: SURFACE MOTION
 BY0918
 BY0918  HISTORY     - Date     Condition        Report By
 BY0918  HISTORY     - 1949     MONUMENTED       CGS
 BY0918
 BY0918                          STATION DESCRIPTION
 BY0918
 BY0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0918'7.3 MI W FROM SHAWNEE PRAIRIE.
 BY0918'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0918'SHAWNEE PRAIRIE, THENCE 3.6 MILES WEST ALONG A GRADED DIRT ROAD,
 BY0918'THENCE 0.8 MILE WEST ALONG AN OLD C.C.C. ROAD, AT THE EAST BANK OF
 BY0918'BUCK CREEK, 114.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN
 BY0918'BRIDGE OVER BUCK CREEK, 77.0 FEET EAST OF A 30-INCH TWIN OAK TREE,
 BY0918'57.0 FEET NORTH OF A 30-INCH PINE TREE, 37.0 FEET NORTHWEST OF A
 BY0918'24-INCH OAK TREE, 29.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.8
 BY0918'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0918'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0970 ***********************************************************************
 BZ0970  DESIGNATION -  R 49
 BZ0970  PID         -  BZ0970
 BZ0970  STATE/COUNTY-  TX/CORYELL
 BZ0970  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0970
 BZ0970                         *CURRENT SURVEY CONTROL
 BZ0970  ___________________________________________________________________
 BZ0970* NAD 83(1986)-  31 07 30.     (N)    097 51 37.     (W)     SCALED    
 BZ0970* NAVD 88     -       301.649  (meters)     989.66   (feet)  ADJUSTED  
 BZ0970  ___________________________________________________________________
 BZ0970  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BZ0970  DYNAMIC HT  -         301.244 (meters)     988.33  (feet)  COMP
 BZ0970  MODELED GRAV-     979,292.2   (mgal)                       NAVD 88
 BZ0970
 BZ0970  VERT ORDER  -  FIRST     CLASS II
 BZ0970
 BZ0970.The horizontal coordinates were scaled from a topographic map and have
 BZ0970.an estimated accuracy of +/- 6 seconds.
 BZ0970
 BZ0970.The orthometric height was determined by differential leveling
 BZ0970.and adjusted by the National Geodetic Survey in June 1991..
 BZ0970
 BZ0970.The geoid height was determined by GEOID03.
 BZ0970
 BZ0970.The dynamic height is computed by dividing the NAVD 88
 BZ0970.geopotential number by the normal gravity value computed on the
 BZ0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0970.degrees latitude (g = 980.6199 gals.).
 BZ0970
 BZ0970.The modeled gravity was interpolated from observed gravity values.
 BZ0970
 BZ0970;                    North         East    Units  Estimated Accuracy
 BZ0970;SPC TX C     - 3,164,290.      935,830.      MT  (+/- 180 meters Scaled)
 BZ0970
 BZ0970                          SUPERSEDED SURVEY CONTROL
 BZ0970
 BZ0970  NGVD 29 (??/??/92)  301.562  (m)          989.37   (f) ADJ UNCH    1 2
 BZ0970
 BZ0970.Superseded values are not recommended for survey control.
 BZ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0970.See file dsdata.txt to determine how the superseded data were derived.
 BZ0970
 BZ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV086440(NAD 83)
 BZ0970_MARKER: DB = BENCH MARK DISK
 BZ0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0970_STAMPING: R 49 1953
 BZ0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0970+STABILITY: SURFACE MOTION
 BZ0970
 BZ0970  HISTORY     - Date     Condition        Report By
 BZ0970  HISTORY     - 1953     MONUMENTED       CGS
 BZ0970  HISTORY     - 1957     GOOD             DOD
 BZ0970  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0970
 BZ0970                          STATION DESCRIPTION
 BZ0970
 BZ0970'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0970'2.4 MI E FROM COPPERAS COVE.
 BZ0970'2.4 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0970'STATION AT COPPERAS COVE, CORYELL COUNTY, 9-1/2 POLES EAST OF MILEPOST
 BZ0970'252, 43 FEET SOUTH OF THE SOUTH RAIL, 6.3 FEET NORTH OF A FENCE, 3.3
 BZ0970'FEET WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 BZ0970'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 BZ0970
 BZ0970                          STATION RECOVERY (1983)
 BZ0970
 BZ0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0973 ***********************************************************************
 BY0973  DESIGNATION -  R 490
 BY0973  PID         -  BY0973
 BY0973  STATE/COUNTY-  TX/ANGELINA
 BY0973  USGS QUAD   -  WOLF HILL (1980)
 BY0973
 BY0973                         *CURRENT SURVEY CONTROL
 BY0973  ___________________________________________________________________
 BY0973* NAD 83(1986)-  31 06 18.     (N)    094 30 24.     (W)     SCALED    
 BY0973* NAVD 88     -        89.59   (+/-2cm)     293.9    (feet)  VERTCON   
 BY0973  ___________________________________________________________________
 BY0973  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BY0973
 BY0973  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0973
 BY0973.The horizontal coordinates were scaled from a topographic map and have
 BY0973.an estimated accuracy of +/- 6 seconds.
 BY0973
 BY0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0973.The vertical order pertains to the NGVD 29 superseded value.
 BY0973
 BY0973.The geoid height was determined by GEOID03.
 BY0973
 BY0973;                    North         East    Units  Estimated Accuracy
 BY0973;SPC TX C     - 3,174,000.    1,255,540.      MT  (+/- 180 meters Scaled)
 BY0973
 BY0973                          SUPERSEDED SURVEY CONTROL
 BY0973
 BY0973  NGVD 29 (??/??/92)   89.610  (m)          294.00   (f) ADJ UNCH    2 0
 BY0973
 BY0973.Superseded values are not recommended for survey control.
 BY0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0973.See file dsdata.txt to determine how the superseded data were derived.
 BY0973
 BY0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ563422(NAD 83)
 BY0973_MARKER: DB = BENCH MARK DISK
 BY0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0973_STAMPING: R 490 1949
 BY0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0973+STABILITY: SURFACE MOTION
 BY0973
 BY0973  HISTORY     - Date     Condition        Report By
 BY0973  HISTORY     - 1949     MONUMENTED       CGS
 BY0973
 BY0973                          STATION DESCRIPTION
 BY0973
 BY0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0973'10.25 MI NW FROM ZAVALLA.
 BY0973'3.65 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0973'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.25 MILES
 BY0973'NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.2 MILES SOUTHWEST ALONG A
 BY0973'GRADED DIRT ROAD, THENCE 1.15 MILES NORTHWEST ALONG A GRADED DIRT
 BY0973'ROAD, AT A JUNCTION WITH A TRAIL LEADING SOUTHWEST, 109.0 FEET
 BY0973'SOUTHEAST OF THE CENTER LINE OF THE TRAIL, 35.0 FEET SOUTHWEST OF THE
 BY0973'CENTER LINE OF THE GRADED DIRT ROAD, 4.0 FEET SOUTHEAST OF A 12-INCH
 BY0973'PINE TREE, 3.5 FEET NORTHWEST OF A 12-INCH PINE TREE, 2.0 FEET
 BY0973'NORTHEAST OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY0973'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0391 ***********************************************************************
 BY0391  DESIGNATION -  R 491
 BY0391  PID         -  BY0391
 BY0391  STATE/COUNTY-  TX/ANGELINA
 BY0391  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0391
 BY0391                         *CURRENT SURVEY CONTROL
 BY0391  ___________________________________________________________________
 BY0391* NAD 83(1986)-  31 12 05.     (N)    094 20 27.     (W)     SCALED    
 BY0391* NAVD 88     -        52.52   (+/-2cm)     172.3    (feet)  VERTCON   
 BY0391  ___________________________________________________________________
 BY0391  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY0391
 BY0391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0391
 BY0391.The horizontal coordinates were scaled from a topographic map and have
 BY0391.an estimated accuracy of +/- 6 seconds.
 BY0391
 BY0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0391.The vertical order pertains to the NGVD 29 superseded value.
 BY0391
 BY0391.The geoid height was determined by GEOID03.
 BY0391
 BY0391;                    North         East    Units  Estimated Accuracy
 BY0391;SPC TX C     - 3,185,510.    1,270,760.      MT  (+/- 180 meters Scaled)
 BY0391
 BY0391                          SUPERSEDED SURVEY CONTROL
 BY0391
 BY0391  NGVD 29 (??/??/92)   52.545  (m)          172.39   (f) ADJ UNCH    2 0
 BY0391
 BY0391.Superseded values are not recommended for survey control.
 BY0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0391.See file dsdata.txt to determine how the superseded data were derived.
 BY0391
 BY0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ722526(NAD 83)
 BY0391_MARKER: DB = BENCH MARK DISK
 BY0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0391_SP_SET: CULVERT
 BY0391_STAMPING: R 491 1949
 BY0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0391
 BY0391  HISTORY     - Date     Condition        Report By
 BY0391  HISTORY     - 1949     MONUMENTED       CGS
 BY0391  HISTORY     - 1979     GOOD             USGS
 BY0391
 BY0391                          STATION DESCRIPTION
 BY0391
 BY0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0391'6.2 MI NE FROM ZAVALLA.
 BY0391'0.6 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0391'RAILROAD STATION AT ZAVALLA, THENCE 5.6 MILES NORTHEAST ALONG STATE
 BY0391'HIGHWAY 147, AT Y JUNCTION OF DIRT ROAD LEADING NORTHEAST, 61.0 FEET
 BY0391'WEST OF THE CENTER LINE OF DIRT ROAD, 42.0 FEET NORTHWEST OF THE
 BY0391'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE NORTHWEST
 BY0391'HEADWALL OF A 2.0 FOOT BY 3.0 FOOT CONCRETE BOX CULVERT, 3.0 FEET
 BY0391'BELOW THE LEVEL OF THE HIGHWAY.
 BY0391
 BY0391                          STATION RECOVERY (1979)
 BY0391
 BY0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0391'0.6 MILES EAST ALONG STATE HWY. 63 FROM THE RAILROAD CROSSING IN
 BY0391'ZAVALLA, THENCE 5.7 MILES NORTHEAST ALONG STATE HWY. 147 TO A ROAD
 BY0391'CROSSING, THENCE 0.1 MILES SOUTHWEST ALONG THE OLD HWY TO A CULVERT,
 BY0391'42.0 FT. NORTHWEST OF THE CENTERLINE OF THE OLD HWY., SET IN THE
 BY0391'CENTER OF THE NORTHWEST HEADWALL OF A 2.0 FT. BY 3.0 FT. CONCRETE BOX
 BY0391'CULVERT, 3.0 FEET BELOW THE LEVEL OF THE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0384 ***********************************************************************
 BY0384  DESIGNATION -  R 493
 BY0384  PID         -  BY0384
 BY0384  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0384  USGS QUAD   -  BROADDUS (1984)
 BY0384
 BY0384                         *CURRENT SURVEY CONTROL
 BY0384  ___________________________________________________________________
 BY0384* NAD 83(1986)-  31 16 46.     (N)    094 16 26.     (W)     SCALED    
 BY0384* NAVD 88     -        64.76   (+/-2cm)     212.5    (feet)  VERTCON   
 BY0384  ___________________________________________________________________
 BY0384  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BY0384
 BY0384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0384
 BY0384.The horizontal coordinates were scaled from a topographic map and have
 BY0384.an estimated accuracy of +/- 6 seconds.
 BY0384
 BY0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0384.The vertical order pertains to the NGVD 29 superseded value.
 BY0384
 BY0384.The geoid height was determined by GEOID03.
 BY0384
 BY0384;                    North         East    Units  Estimated Accuracy
 BY0384;SPC TX C     - 3,194,500.    1,276,660.      MT  (+/- 180 meters Scaled)
 BY0384
 BY0384                          SUPERSEDED SURVEY CONTROL
 BY0384
 BY0384  NGVD 29 (??/??/92)   64.788  (m)          212.56   (f) ADJ UNCH    2 0
 BY0384
 BY0384.Superseded values are not recommended for survey control.
 BY0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0384.See file dsdata.txt to determine how the superseded data were derived.
 BY0384
 BY0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ787612(NAD 83)
 BY0384_MARKER: DB = BENCH MARK DISK
 BY0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0384_STAMPING: R 493 1949
 BY0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0384+STABILITY: SURFACE MOTION
 BY0384
 BY0384  HISTORY     - Date     Condition        Report By
 BY0384  HISTORY     - 1949     MONUMENTED       CGS
 BY0384
 BY0384                          STATION DESCRIPTION
 BY0384
 BY0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0384'2.15 MI SW FROM BROADDUS.
 BY0384'2.15 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0384'BROADDUS, AT THE HOME OF J.B. SIMS, AT THE NORTHEAST CORNER OF THE
 BY0384'FRONT YARD, 99.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 55.0
 BY0384'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 36.6 FEET NORTH
 BY0384'OF THE CENTER OF THE FRONT YARD GATE, 3.0 FEET SOUTH OF THE NORTHEAST
 BY0384'CORNER POST OF THE YARD FENCE, 1.0 FOOT EAST OF THE FENCE, AND SET IN
 BY0384'THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0328 ***********************************************************************
 BY0328  DESIGNATION -  R 494
 BY0328  PID         -  BY0328
 BY0328  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0328  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0328
 BY0328                         *CURRENT SURVEY CONTROL
 BY0328  ___________________________________________________________________
 BY0328* NAD 83(1986)-  31 27 33.     (N)    094 18 05.     (W)     SCALED    
 BY0328* NAVD 88     -        67.87   (+/-2cm)     222.7    (feet)  VERTCON   
 BY0328  ___________________________________________________________________
 BY0328  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY0328
 BY0328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0328
 BY0328.The horizontal coordinates were scaled from a topographic map and have
 BY0328.an estimated accuracy of +/- 6 seconds.
 BY0328
 BY0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0328.The vertical order pertains to the NGVD 29 superseded value.
 BY0328
 BY0328.The geoid height was determined by GEOID03.
 BY0328
 BY0328;                    North         East    Units  Estimated Accuracy
 BY0328;SPC TX C     - 3,214,250.    1,272,970.      MT  (+/- 180 meters Scaled)
 BY0328
 BY0328                          SUPERSEDED SURVEY CONTROL
 BY0328
 BY0328  NGVD 29 (??/??/92)   67.908  (m)          222.79   (f) ADJ UNCH    2 0
 BY0328
 BY0328.Superseded values are not recommended for survey control.
 BY0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0328.See file dsdata.txt to determine how the superseded data were derived.
 BY0328
 BY0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ763812(NAD 83)
 BY0328_MARKER: DB = BENCH MARK DISK
 BY0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0328_STAMPING: R 494 1949
 BY0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0328+STABILITY: SURFACE MOTION
 BY0328
 BY0328  HISTORY     - Date     Condition        Report By
 BY0328  HISTORY     - 1949     MONUMENTED       CGS
 BY0328  HISTORY     - 19980919 GOOD             USPSQD
 BY0328
 BY0328                          STATION DESCRIPTION
 BY0328
 BY0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0328'6.95 MI SE FROM CHIRENO.
 BY0328'3.5 MILES EAST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH THE
 BY0328'BUSINESS ROUTE OF STATE HIGHWAY 21 AT CHIRENO, THENCE 3.45 MILES SOUTH
 BY0328'ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF FOX COLEANS, 115 FEET
 BY0328'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 103 FEET WEST OF THE
 BY0328'CENTER LINE OF THE ROAD, 19 FEET NORTHWEST OF THE CENTER LINE OF A
 BY0328'PRIVATE DRIVEWAY, 10 FEET NORTH OF A 24 INCH TRIANGULAR BLAZED OAK
 BY0328'TREE, 11 FEET SOUTH OF A 24 INCH TRIANGULAR BLAZED OAK TREE, 1.8 FEET
 BY0328'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0328'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 BY0328
 BY0328                          STATION RECOVERY (1998)
 BY0328
 BY0328'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0677 ***********************************************************************
 AY0677  DESIGNATION -  R 495
 AY0677  PID         -  AY0677
 AY0677  STATE/COUNTY-  TX/BEXAR
 AY0677  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0677
 AY0677                         *CURRENT SURVEY CONTROL
 AY0677  ___________________________________________________________________
 AY0677* NAD 83(1986)-  29 26 10.     (N)    098 37 13.     (W)     SCALED    
 AY0677* NAVD 88     -       228.037  (meters)     748.15   (feet)  ADJUSTED  
 AY0677  ___________________________________________________________________
 AY0677  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AY0677  DYNAMIC HT  -         227.705 (meters)     747.06  (feet)  COMP
 AY0677  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AY0677
 AY0677  VERT ORDER  -  FIRST     CLASS II
 AY0677
 AY0677.The horizontal coordinates were scaled from a topographic map and have
 AY0677.an estimated accuracy of +/- 6 seconds.
 AY0677
 AY0677.The orthometric height was determined by differential leveling
 AY0677.and adjusted by the National Geodetic Survey in June 1991..
 AY0677
 AY0677.The geoid height was determined by GEOID03.
 AY0677
 AY0677.The dynamic height is computed by dividing the NAVD 88
 AY0677.geopotential number by the normal gravity value computed on the
 AY0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0677.degrees latitude (g = 980.6199 gals.).
 AY0677
 AY0677.The modeled gravity was interpolated from observed gravity values.
 AY0677
 AY0677;                    North         East    Units  Estimated Accuracy
 AY0677;SPC TXSC     - 4,177,690.      636,840.      MT  (+/- 180 meters Scaled)
 AY0677
 AY0677                          SUPERSEDED SURVEY CONTROL
 AY0677
 AY0677  NGVD 29 (??/??/92)  227.922  (m)          747.77   (f) ADJ UNCH    1 2
 AY0677
 AY0677.Superseded values are not recommended for survey control.
 AY0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0677.See file dsdata.txt to determine how the superseded data were derived.
 AY0677
 AY0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT368563(NAD 83)
 AY0677_MARKER: DB = BENCH MARK DISK
 AY0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0677_STAMPING: R 495 1952
 AY0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0677+STABILITY: SURFACE MOTION
 AY0677
 AY0677  HISTORY     - Date     Condition        Report By
 AY0677  HISTORY     - 1952     MONUMENTED       CGS
 AY0677  HISTORY     - 19861001 MARK NOT FOUND   USGS
 AY0677  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY0677
 AY0677                          STATION DESCRIPTION
 AY0677
 AY0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0677'IN SAN ANTONIO.
 AY0677'AT SAN ANTONIO, 1.2 MILES WEST ALONG WEST COMMERCE STREET FROM ITS
 AY0677'JUNCTION WITH CALLAGHAN ROAD, 0.15 MILE EAST OF AN INTERSECTION WITH
 AY0677'PINN ROAD, 56 FEET NORTH OF THE CENTER LINE OF WEST COMMERCE STREET,
 AY0677'1.6 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0677'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0677
 AY0677                          STATION RECOVERY (1986)
 AY0677
 AY0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0677'MARK NOT FOUND.
 AY0677
 AY0677                          STATION RECOVERY (1995)
 AY0677
 AY0677'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0989 ***********************************************************************
 AY0989  DESIGNATION -  R 496
 AY0989  PID         -  AY0989
 AY0989  STATE/COUNTY-  TX/BEXAR
 AY0989  USGS QUAD   -  CASTLE HILLS (1992)
 AY0989
 AY0989                         *CURRENT SURVEY CONTROL
 AY0989  ___________________________________________________________________
 AY0989* NAD 83(1986)-  29 32 09.     (N)    098 35 16.     (W)     SCALED    
 AY0989* NAVD 88     -       282.968  (meters)     928.37   (feet)  ADJUSTED  
 AY0989  ___________________________________________________________________
 AY0989  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AY0989  DYNAMIC HT  -         282.553 (meters)     927.01  (feet)  COMP
 AY0989  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 AY0989
 AY0989  VERT ORDER  -  FIRST     CLASS II
 AY0989
 AY0989.The horizontal coordinates were scaled from a topographic map and have
 AY0989.an estimated accuracy of +/- 6 seconds.
 AY0989
 AY0989.The orthometric height was determined by differential leveling
 AY0989.and adjusted by the National Geodetic Survey in June 1991..
 AY0989
 AY0989.The geoid height was determined by GEOID03.
 AY0989
 AY0989.The dynamic height is computed by dividing the NAVD 88
 AY0989.geopotential number by the normal gravity value computed on the
 AY0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0989.degrees latitude (g = 980.6199 gals.).
 AY0989
 AY0989.The modeled gravity was interpolated from observed gravity values.
 AY0989
 AY0989;                    North         East    Units  Estimated Accuracy
 AY0989;SPC TXSC     - 4,188,750.      639,950.      MT  (+/- 180 meters Scaled)
 AY0989
 AY0989                          SUPERSEDED SURVEY CONTROL
 AY0989
 AY0989.No superseded survey control is available for this station.
 AY0989
 AY0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT399674(NAD 83)
 AY0989_MARKER: DB = BENCH MARK DISK
 AY0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0989_STAMPING: R 496 1952
 AY0989_MARK LOGO: CGS   
 AY0989_PROJECTION: PROJECTING 25 CENTIMETERS
 AY0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0989+STABILITY: SURFACE MOTION
 AY0989
 AY0989  HISTORY     - Date     Condition        Report By
 AY0989  HISTORY     - 1952     MONUMENTED       CGS
 AY0989  HISTORY     - 1982     GOOD             NGS
 AY0989  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0989  HISTORY     - 1990     GOOD             USPSQD
 AY0989
 AY0989                          STATION DESCRIPTION
 AY0989
 AY0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0989'IN SAN ANTONIO.
 AY0989'AT SAN ANTONIO, 1.1 MILES NORTHEAST ALONG HUEBNER ROAD FROM ITS
 AY0989'JUNCTION WITH BABCOCK ROAD, 0.1 MILE NORTHEAST OF A LARGE STONE HOUSE,
 AY0989'31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 5 FEET NORTHEAST OF
 AY0989'A POWER POLE, 20 FEET NORTHEAST OF THE CENTER OF A STEEL GATE, 1.4
 AY0989'FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0989'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0989
 AY0989                          STATION RECOVERY (1982)
 AY0989
 AY0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0989'RECOVERED IN GOOD CONDITION.
 AY0989'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 AY0989
 AY0989                          STATION RECOVERY (1989)
 AY0989
 AY0989'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0989'MARK NOT FOUND.
 AY0989
 AY0989                          STATION RECOVERY (1990)
 AY0989
 AY0989'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0929 ***********************************************************************
 BZ0929  DESIGNATION -  R 50
 BZ0929  PID         -  BZ0929
 BZ0929  STATE/COUNTY-  TX/BELL
 BZ0929  USGS QUAD   -  KILLEEN (1995)
 BZ0929
 BZ0929                         *CURRENT SURVEY CONTROL
 BZ0929  ___________________________________________________________________
 BZ0929* NAD 83(1986)-  31 06 25.     (N)    097 41 20.     (W)     SCALED    
 BZ0929* NAVD 88     -       236.006  (meters)     774.30   (feet)  ADJUSTED  
 BZ0929  ___________________________________________________________________
 BZ0929  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ0929  DYNAMIC HT  -         235.690 (meters)     773.26  (feet)  COMP
 BZ0929  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 BZ0929
 BZ0929  VERT ORDER  -  FIRST     CLASS II
 BZ0929
 BZ0929.The horizontal coordinates were scaled from a topographic map and have
 BZ0929.an estimated accuracy of +/- 6 seconds.
 BZ0929
 BZ0929.The orthometric height was determined by differential leveling
 BZ0929.and adjusted by the National Geodetic Survey in June 1991..
 BZ0929.WARNING-Repeat measurements at this control monument indicate possible
 BZ0929.vertical movement.
 BZ0929
 BZ0929.The geoid height was determined by GEOID03.
 BZ0929
 BZ0929.The dynamic height is computed by dividing the NAVD 88
 BZ0929.geopotential number by the normal gravity value computed on the
 BZ0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0929.degrees latitude (g = 980.6199 gals.).
 BZ0929
 BZ0929.The modeled gravity was interpolated from observed gravity values.
 BZ0929
 BZ0929;                    North         East    Units  Estimated Accuracy
 BZ0929;SPC TX C     - 3,162,660.      952,220.      MT  (+/- 180 meters Scaled)
 BZ0929
 BZ0929                          SUPERSEDED SURVEY CONTROL
 BZ0929
 BZ0929  NGVD 29 (??/??/92)  235.938  (m)          774.07   (f) ADJ UNCH    1 2
 BZ0929
 BZ0929.Superseded values are not recommended for survey control.
 BZ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0929.See file dsdata.txt to determine how the superseded data were derived.
 BZ0929
 BZ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV250421(NAD 83)
 BZ0929_MARKER: DB = BENCH MARK DISK
 BZ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0929_STAMPING: R 50 1953
 BZ0929_MARK LOGO: CGS   
 BZ0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0929+STABILITY: SURFACE MOTION
 BZ0929
 BZ0929  HISTORY     - Date     Condition        Report By
 BZ0929  HISTORY     - 1953     MONUMENTED       CGS
 BZ0929  HISTORY     - 1957     GOOD             DOD
 BZ0929  HISTORY     - 1976     GOOD
 BZ0929  HISTORY     - 1983     GOOD             NGS
 BZ0929  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0929  HISTORY     - 20010317 GOOD             USPSQD
 BZ0929
 BZ0929                          STATION DESCRIPTION
 BZ0929
 BZ0929'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0929'2.3 MI E FROM KILLEEN.
 BZ0929'2.3 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0929'STATION AT KILLEEN, BELL COUNTY, 88 FEET NORTHEAST OF MILEPOST 241,
 BZ0929'115 YARDS SOUTHEAST OF A FARMHOUSE, 45 FEET NORTH OF THE NORTH RAIL, 2
 BZ0929'FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A WHITE WOODEN WITNESS POST,
 BZ0929'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 BZ0929'GROUND.
 BZ0929
 BZ0929                          STATION RECOVERY (1976)
 BZ0929
 BZ0929'RECOVERED 1976
 BZ0929'RECOVERED IN GOOD CONDITION.
 BZ0929
 BZ0929                          STATION RECOVERY (1983)
 BZ0929
 BZ0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0929'RECOVERED THIS DATE.  ADD, 0.3 METER (1.0 FT) NORTHWEST OF A WITNESS
 BZ0929'POST.
 BZ0929
 BZ0929                          STATION RECOVERY (1995)
 BZ0929
 BZ0929'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0929'MARK NOT FOUND.
 BZ0929
 BZ0929                          STATION RECOVERY (2001)
 BZ0929
 BZ0929'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0961 ***********************************************************************
 BY0961  DESIGNATION -  R 500
 BY0961  PID         -  BY0961
 BY0961  STATE/COUNTY-  TX/POLK
 BY0961  USGS QUAD   -  PLUCK (1980)
 BY0961
 BY0961                         *CURRENT SURVEY CONTROL
 BY0961  ___________________________________________________________________
 BY0961* NAD 83(1986)-  31 05 00.     (N)    094 43 56.     (W)     SCALED    
 BY0961* NAVD 88     -        74.72   (+/-2cm)     245.1    (feet)  VERTCON   
 BY0961  ___________________________________________________________________
 BY0961  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0961
 BY0961  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0961
 BY0961.The horizontal coordinates were scaled from a topographic map and have
 BY0961.an estimated accuracy of +/- 6 seconds.
 BY0961
 BY0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0961.The vertical order pertains to the NGVD 29 superseded value.
 BY0961
 BY0961.The geoid height was determined by GEOID03.
 BY0961
 BY0961;                    North         East    Units  Estimated Accuracy
 BY0961;SPC TX C     - 3,170,500.    1,234,180.      MT  (+/- 180 meters Scaled)
 BY0961
 BY0961                          SUPERSEDED SURVEY CONTROL
 BY0961
 BY0961  NGVD 29 (??/??/92)   74.746  (m)          245.23   (f) ADJ UNCH    2 0
 BY0961
 BY0961.Superseded values are not recommended for survey control.
 BY0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0961.See file dsdata.txt to determine how the superseded data were derived.
 BY0961
 BY0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ347401(NAD 83)
 BY0961_MARKER: DB = BENCH MARK DISK
 BY0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0961_STAMPING: R 500 1949
 BY0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0961+STABILITY: SURFACE MOTION
 BY0961
 BY0961  HISTORY     - Date     Condition        Report By
 BY0961  HISTORY     - 1949     MONUMENTED       CGS
 BY0961  HISTORY     - 19970426 GOOD             USPSQD
 BY0961
 BY0961                          STATION DESCRIPTION
 BY0961
 BY0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0961'5.2 MI N FROM PLUCK.
 BY0961'5.2 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, AT A
 BY0961'Y-JUNCTION OF DIRT ROADS, 56.0 FEET SOUTHEAST OF THE CENTER LINE OF
 BY0961'THE DIRT ROAD LEADING NORTHEAST, 45.0 FEET EAST OF THE CENTER LINE OF
 BY0961'THE NORTH-SOUTH DIRT ROAD, 23.0 FEET EAST OF AN 18-INCH PINE TREE WITH
 BY0961'A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.6 FEET WEST OF A
 BY0961'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BY0961'ABOVE THE GROUND.
 BY0961
 BY0961                          STATION RECOVERY (1997)
 BY0961
 BY0961'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0720 ***********************************************************************
 BL0720  DESIGNATION -  R 501
 BL0720  PID         -  BL0720
 BL0720  STATE/COUNTY-  TX/POLK
 BL0720  USGS QUAD   -  HORTENSE (1984)
 BL0720
 BL0720                         *CURRENT SURVEY CONTROL
 BL0720  ___________________________________________________________________
 BL0720* NAD 83(1986)-  30 52 15.     (N)    094 42 29.     (W)     SCALED    
 BL0720* NAVD 88     -       120.91   (+/-2cm)     396.7    (feet)  VERTCON   
 BL0720  ___________________________________________________________________
 BL0720  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0720
 BL0720  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0720
 BL0720.The horizontal coordinates were scaled from a topographic map and have
 BL0720.an estimated accuracy of +/- 6 seconds.
 BL0720
 BL0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0720.The vertical order pertains to the NGVD 29 superseded value.
 BL0720
 BL0720.The geoid height was determined by GEOID03.
 BL0720
 BL0720;                    North         East    Units  Estimated Accuracy
 BL0720;SPC TX C     - 3,147,090.    1,237,670.      MT  (+/- 180 meters Scaled)
 BL0720
 BL0720                          SUPERSEDED SURVEY CONTROL
 BL0720
 BL0720  NGVD 29 (??/??/92)  120.913  (m)          396.70   (f) ADJ UNCH    2 0
 BL0720
 BL0720.Superseded values are not recommended for survey control.
 BL0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0720.See file dsdata.txt to determine how the superseded data were derived.
 BL0720
 BL0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ367165(NAD 83)
 BL0720_MARKER: DB = BENCH MARK DISK
 BL0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0720_STAMPING: R 501 1949
 BL0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0720+STABILITY: SURFACE MOTION
 BL0720
 BL0720  HISTORY     - Date     Condition        Report By
 BL0720  HISTORY     - 1949     MONUMENTED       CGS
 BL0720  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0720
 BL0720                          STATION DESCRIPTION
 BL0720
 BL0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0720'4.4 MI SE FROM CAMDEN.
 BL0720'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0720'EXPRESS CO. OFFICE AT CAMDEN, THENCE 1.7 MILES SOUTH ALONG A DIRT
 BL0720'ROAD, AT THE CROSSING OF THE ROAD AND THE MOSCOW, CAMDEN AND SAN
 BL0720'AUGUSTINE RAILROAD, 181.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BL0720'55.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 33.0 FEET NORTH OF THE
 BL0720'CENTER LINE OF A WOODS ROAD LEADING NORTHWEST AND CURVING TO THE
 BL0720'SOUTHWEST, 11.3 FEET NORTHEAST OF AN 8-INCH PINE TREE WITH TRIANGULAR
 BL0720'BLAZES CUT ON THE NORTHEAST AND SOUTH SIDES, 1.3 FEET EAST OF A
 BL0720'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BL0720'ABOVE THE GROUND.
 BL0720
 BL0720                          STATION RECOVERY (1997)
 BL0720
 BL0720'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0752 ***********************************************************************
 BL0752  DESIGNATION -  R 502
 BL0752  PID         -  BL0752
 BL0752  STATE/COUNTY-  TX/POLK
 BL0752  USGS QUAD   -  SODA (1984)
 BL0752
 BL0752                         *CURRENT SURVEY CONTROL
 BL0752  ___________________________________________________________________
 BL0752* NAD 83(1986)-  30 42 01.     (N)    094 48 18.     (W)     SCALED    
 BL0752* NAVD 88     -        90.67   (+/-2cm)     297.5    (feet)  VERTCON   
 BL0752  ___________________________________________________________________
 BL0752  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0752
 BL0752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0752
 BL0752.The horizontal coordinates were scaled from a topographic map and have
 BL0752.an estimated accuracy of +/- 6 seconds.
 BL0752
 BL0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0752.The vertical order pertains to the NGVD 29 superseded value.
 BL0752
 BL0752.The geoid height was determined by GEOID03.
 BL0752
 BL0752;                    North         East    Units  Estimated Accuracy
 BL0752;SPC TX C     - 3,127,740.    1,229,350.      MT  (+/- 180 meters Scaled)
 BL0752
 BL0752                          SUPERSEDED SURVEY CONTROL
 BL0752
 BL0752  NGVD 29 (??/??/92)   90.669  (m)          297.47   (f) ADJ UNCH    2 0
 BL0752
 BL0752.Superseded values are not recommended for survey control.
 BL0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0752.See file dsdata.txt to determine how the superseded data were derived.
 BL0752
 BL0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP271977(NAD 83)
 BL0752_MARKER: DB = BENCH MARK DISK
 BL0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0752_STAMPING: R 502 1949
 BL0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0752+STABILITY: SURFACE MOTION
 BL0752
 BL0752  HISTORY     - Date     Condition        Report By
 BL0752  HISTORY     - 1949     MONUMENTED       CGS
 BL0752  HISTORY     - 1990     GOOD             USPSQD
 BL0752
 BL0752                          STATION DESCRIPTION
 BL0752
 BL0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0752'7.7 MI E FROM LIVINGSTON.
 BL0752'7.7 MILES EAST ALONG U. S. HIGHWAY NO. 190 FROM THE POST OFFICE AT
 BL0752'LIVINGSTON, AT A T-JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING
 BL0752'NORTH, 89.0 FEET WEST OF THE PROJECTED CENTER LINE OF THE DIRT ROAD,
 BL0752'74.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44.0 FEET WEST OF
 BL0752'THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO THE FARMHOUSE OF
 BL0752'FRANK ANGEL, 17.4 FEET NORTHEAST OF A POWER LINE TRANSFORMER POLE, 1.6
 BL0752'FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER POST, SET IN THE TOP OF A
 BL0752'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BL0752
 BL0752                          STATION RECOVERY (1990)
 BL0752
 BL0752'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BL0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0066 ***********************************************************************
 BL0066  DESIGNATION -  R 503
 BL0066  PID         -  BL0066
 BL0066  STATE/COUNTY-  TX/TYLER
 BL0066  USGS QUAD   -  COLMESNEIL (1984)
 BL0066
 BL0066                         *CURRENT SURVEY CONTROL
 BL0066  ___________________________________________________________________
 BL0066* NAD 83(1986)-  30 56 20.     (N)    094 28 07.     (W)     SCALED    
 BL0066* NAVD 88     -        80.15   (+/-2cm)     263.0    (feet)  VERTCON   
 BL0066  ___________________________________________________________________
 BL0066  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BL0066
 BL0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0066
 BL0066.The horizontal coordinates were scaled from a topographic map and have
 BL0066.an estimated accuracy of +/- 6 seconds.
 BL0066
 BL0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0066.The vertical order pertains to the NGVD 29 superseded value.
 BL0066
 BL0066.The geoid height was determined by GEOID03.
 BL0066
 BL0066;                    North         East    Units  Estimated Accuracy
 BL0066;SPC TX C     - 3,155,800.    1,260,140.      MT  (+/- 180 meters Scaled)
 BL0066
 BL0066                          SUPERSEDED SURVEY CONTROL
 BL0066
 BL0066  NGVD 29 (??/??/92)   80.163  (m)          263.00   (f) ADJ UNCH    2 0
 BL0066
 BL0066.Superseded values are not recommended for survey control.
 BL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0066.See file dsdata.txt to determine how the superseded data were derived.
 BL0066
 BL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ597237(NAD 83)
 BL0066_MARKER: DB = BENCH MARK DISK
 BL0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0066_STAMPING: R 503 1949
 BL0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0066+STABILITY: SURFACE MOTION
 BL0066
 BL0066  HISTORY     - Date     Condition        Report By
 BL0066  HISTORY     - 1949     MONUMENTED       CGS
 BL0066
 BL0066                          STATION DESCRIPTION
 BL0066
 BL0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0066'4.1 MI NW FROM COLMESNEIL.
 BL0066'0.6 MILE WEST ALONG FARM ROAD NO. 256 FROM THE JUNCTION OF NO. 256 AND
 BL0066'U.S. HIGHWAY NO. 69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG A DIRT
 BL0066'ROAD, THENCE 3.1 MILES NORTHWEST ALONG A DIRT ROAD, AT THE SUMMIT OF A
 BL0066'HILL SLOPING DOWN AND TO THE EAST, ABOUT 300.0 FEET WEST OF A
 BL0066'T-JUNCTION OF DIRT ROADS, 40.0 FEET SOUTH OF THE CENTER LINE OF THE
 BL0066'ROAD, 1.0 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST,
 BL0066'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0066'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0135 ***********************************************************************
 BL0135  DESIGNATION -  R 504
 BL0135  PID         -  BL0135
 BL0135  STATE/COUNTY-  TX/TYLER
 BL0135  USGS QUAD   -  TOWN BLUFF (1984)
 BL0135
 BL0135                         *CURRENT SURVEY CONTROL
 BL0135  ___________________________________________________________________
 BL0135* NAD 83(1986)-  30 49 40.     (N)    094 13 00.     (W)     SCALED    
 BL0135* NAVD 88     -        38.65   (+/-2cm)     126.8    (feet)  VERTCON   
 BL0135  ___________________________________________________________________
 BL0135  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BL0135
 BL0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0135
 BL0135.The horizontal coordinates were scaled from a topographic map and have
 BL0135.an estimated accuracy of +/- 6 seconds.
 BL0135
 BL0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0135.The vertical order pertains to the NGVD 29 superseded value.
 BL0135
 BL0135.The geoid height was determined by GEOID03.
 BL0135
 BL0135;                    North         East    Units  Estimated Accuracy
 BL0135;SPC TX C     - 3,144,800.    1,284,850.      MT  (+/- 180 meters Scaled)
 BL0135
 BL0135                          SUPERSEDED SURVEY CONTROL
 BL0135
 BL0135  NGVD 29 (??/??/92)   38.652  (m)          126.81   (f) ADJ UNCH    2 0
 BL0135
 BL0135.Superseded values are not recommended for survey control.
 BL0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0135.See file dsdata.txt to determine how the superseded data were derived.
 BL0135
 BL0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ836111(NAD 83)
 BL0135_MARKER: DB = BENCH MARK DISK
 BL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0135_STAMPING: R 504 1949
 BL0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0135+STABILITY: SURFACE MOTION
 BL0135
 BL0135  HISTORY     - Date     Condition        Report By
 BL0135  HISTORY     - 1949     MONUMENTED       CGS
 BL0135
 BL0135                          STATION DESCRIPTION
 BL0135
 BL0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0135'3.4 MI NW FROM TOWN BLUFF.
 BL0135'3.4 MILES NORTHWEST ALONG FARM ROAD NO. 92 FROM THE JUNCTION OF NO. 92
 BL0135'AND OLD STATE HIGHWAY NO. 45 AT TOWN BLUFF, 0.8 MILE SOUTHEAST OF THE
 BL0135'STEEL BRIDGE OVER RUSH CREEK, ON THE NORTHWEST SLOPE OF HILL IN THE
 BL0135'ROAD, ON THE NORTHEAST SLOPE OF HILL FROM ROAD, 310.0 FEET SOUTHEAST
 BL0135'OF THE INTERSECTION OF THE ROAD AND A DIRT ROAD LEADING SOUTH, 50.0
 BL0135'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 52.0 FEET SOUTHEAST OF
 BL0135'A RIGHT-OF-WAY MARKER NO. 95, 1.2 FEET SOUTHWEST OF A FENCE, 1.5 FEET
 BL0135'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0135'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0697 ***********************************************************************
 BL0697  DESIGNATION -  R 505
 BL0697  PID         -  BL0697
 BL0697  STATE/COUNTY-  TX/TYLER
 BL0697  USGS QUAD   -  CHESTER (1984)
 BL0697
 BL0697                         *CURRENT SURVEY CONTROL
 BL0697  ___________________________________________________________________
 BL0697* NAD 83(1986)-  30 53 11.     (N)    094 30 44.     (W)     SCALED    
 BL0697* NAVD 88     -        87.93   (+/-2cm)     288.5    (feet)  VERTCON   
 BL0697  ___________________________________________________________________
 BL0697  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL0697
 BL0697  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0697
 BL0697.The horizontal coordinates were scaled from a topographic map and have
 BL0697.an estimated accuracy of +/- 6 seconds.
 BL0697
 BL0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0697.The vertical order pertains to the NGVD 29 superseded value.
 BL0697
 BL0697.The geoid height was determined by GEOID03.
 BL0697
 BL0697;                    North         East    Units  Estimated Accuracy
 BL0697;SPC TX C     - 3,149,770.    1,256,280.      MT  (+/- 180 meters Scaled)
 BL0697
 BL0697                          SUPERSEDED SURVEY CONTROL
 BL0697
 BL0697  NGVD 29 (??/??/92)   87.938  (m)          288.51   (f) ADJ UNCH    2 0
 BL0697
 BL0697.Superseded values are not recommended for survey control.
 BL0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0697.See file dsdata.txt to determine how the superseded data were derived.
 BL0697
 BL0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ554179(NAD 83)
 BL0697_MARKER: DB = BENCH MARK DISK
 BL0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0697_STAMPING: R 505 1949
 BL0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0697+STABILITY: SURFACE MOTION
 BL0697
 BL0697  HISTORY     - Date     Condition        Report By
 BL0697  HISTORY     - 1949     MONUMENTED       CGS
 BL0697
 BL0697                          STATION DESCRIPTION
 BL0697
 BL0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0697'6.3 MI SW FROM COLMESNEIL.
 BL0697'0.6 MILE WEST ALONG FARM ROAD NO. 256 FROM THE JUNCTION OF NO. 256 AND
 BL0697'U.S. HIGHWAY NO. 69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG A DIRT
 BL0697'ROAD, THENCE 5.3 MILES SOUTHWEST ALONG A DIRT ROAD, AT A T-JUNCTION OF
 BL0697'DIRT ROADS, ABOUT ON THE PROJECTED CENTER LINE OF THE ROAD LEADING
 BL0697'SOUTH, ABOUT 200.0 FEET WEST OF A PRIVATE ROAD LEADING NORTH TO AN
 BL0697'ABANDONED FARMHOUSE, 41.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BL0697'7.6 FEET EAST OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTH
 BL0697'SIDE OF THE TREE, 2.2 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF
 BL0697'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0081 ***********************************************************************
 BL0081  DESIGNATION -  R 506
 BL0081  PID         -  BL0081
 BL0081  STATE/COUNTY-  TX/TYLER
 BL0081  USGS QUAD   -  WOODVILLE (1984)
 BL0081
 BL0081                         *CURRENT SURVEY CONTROL
 BL0081  ___________________________________________________________________
 BL0081* NAD 83(1986)-  30 49 05.     (N)    094 28 34.     (W)     SCALED    
 BL0081* NAVD 88     -       115.36   (+/-2cm)     378.5    (feet)  VERTCON   
 BL0081  ___________________________________________________________________
 BL0081  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL0081
 BL0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0081
 BL0081.The horizontal coordinates were scaled from a topographic map and have
 BL0081.an estimated accuracy of +/- 6 seconds.
 BL0081
 BL0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0081.The vertical order pertains to the NGVD 29 superseded value.
 BL0081
 BL0081.The geoid height was determined by GEOID03.
 BL0081
 BL0081;                    North         East    Units  Estimated Accuracy
 BL0081;SPC TX C     - 3,142,390.    1,260,130.      MT  (+/- 180 meters Scaled)
 BL0081
 BL0081                          SUPERSEDED SURVEY CONTROL
 BL0081
 BL0081  NGVD 29 (??/??/92)  115.356  (m)          378.46   (f) ADJ UNCH    2 0
 BL0081
 BL0081.Superseded values are not recommended for survey control.
 BL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0081.See file dsdata.txt to determine how the superseded data were derived.
 BL0081
 BL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ588103(NAD 83)
 BL0081_MARKER: DB = BENCH MARK DISK
 BL0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0081_STAMPING: R 506 1949
 BL0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0081+STABILITY: SURFACE MOTION
 BL0081
 BL0081  HISTORY     - Date     Condition        Report By
 BL0081  HISTORY     - 1949     MONUMENTED       CGS
 BL0081
 BL0081                          STATION DESCRIPTION
 BL0081
 BL0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0081'5.0 MI NW FROM WOODVILLE.
 BL0081'5.0 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 287 FROM THE COURT HOUSE AT
 BL0081'WOODVILLE, 0.5 MILE SOUTHEAST OF A ROADSIDE SPRING AT A PARK, AT THE
 BL0081'SUMMIT OF A HILL, ON THE NORTHEAST SLOPE OF HILL, IN LINE WITH A ROW
 BL0081'OF TELEPHONE POLES, 49.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 BL0081'HIGHWAY, ABOUT 300.0 FEET SOUTHEAST OF A ROADSIDE PARK SIGN, 0.3 MILE
 BL0081'NORTHWEST OF A NORTH-SOUTH DIRT ROAD CROSSING, 30.7 FEET SOUTHEAST OF
 BL0081'A TELEPHONE POLE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 BL0081'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0015 ***********************************************************************
 BL0015  DESIGNATION -  R 507
 BL0015  PID         -  BL0015
 BL0015  STATE/COUNTY-  TX/TYLER
 BL0015  USGS QUAD   -  WOODVILLE (1984)
 BL0015
 BL0015                         *CURRENT SURVEY CONTROL
 BL0015  ___________________________________________________________________
 BL0015* NAD 83(1986)-  30 47 33.     (N)    094 25 34.     (W)     SCALED    
 BL0015* NAVD 88     -        73.26   (+/-2cm)     240.4    (feet)  VERTCON   
 BL0015  ___________________________________________________________________
 BL0015  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL0015
 BL0015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0015
 BL0015.The horizontal coordinates were scaled from a topographic map and have
 BL0015.an estimated accuracy of +/- 6 seconds.
 BL0015
 BL0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0015.The vertical order pertains to the NGVD 29 superseded value.
 BL0015
 BL0015.The geoid height was determined by GEOID03.
 BL0015
 BL0015;                    North         East    Units  Estimated Accuracy
 BL0015;SPC TX C     - 3,139,810.    1,265,050.      MT  (+/- 180 meters Scaled)
 BL0015
 BL0015                          SUPERSEDED SURVEY CONTROL
 BL0015
 BL0015  NGVD 29 (??/??/92)   73.257  (m)          240.34   (f) ADJ UNCH    2 0
 BL0015
 BL0015.Superseded values are not recommended for survey control.
 BL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0015.See file dsdata.txt to determine how the superseded data were derived.
 BL0015
 BL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ635074(NAD 83)
 BL0015_MARKER: DB = BENCH MARK DISK
 BL0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0015_STAMPING: R 507 1949
 BL0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0015+STABILITY: SURFACE MOTION
 BL0015
 BL0015  HISTORY     - Date     Condition        Report By
 BL0015  HISTORY     - 1949     MONUMENTED       CGS
 BL0015
 BL0015                          STATION DESCRIPTION
 BL0015
 BL0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0015'1.5 MI N FROM WOODVILLE.
 BL0015'1.5 MILES NORTH ALONG U. S. HIGHWAY NO. 69 FROM THE COURT HOUSE AT
 BL0015'WOODVILLE, 2.1 MILES SOUTH OF THE TEXAS AND NEW ORLEANS RAILWAY
 BL0015'STATION AT DOUCETTE, 0.1 MILE SOUTH OF A LARGE CONCRETE BRIDGE OVER
 BL0015'TURKEY CREEK, AT THE NORTH END OF A CURVE WITH TANGENTS LEADING NORTH
 BL0015'AND SOUTHEAST, 75.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11.0
 BL0015'FEET NORTH OF THE CENTER LINE OF AN OLD WOODS ROAD LEADING EAST, 7.7
 BL0015'FEET WEST OF A FENCE, 1.4 FEET SOUTHWEST OF A REFERENCE POST, SET IN
 BL0015'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0443 ***********************************************************************
 BY0443  DESIGNATION -  R 508
 BY0443  PID         -  BY0443
 BY0443  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0443  USGS QUAD   -  NORWOOD (1984)
 BY0443
 BY0443                         *CURRENT SURVEY CONTROL
 BY0443  ___________________________________________________________________
 BY0443* NAD 83(1986)-  31 24 29.     (N)    094 09 27.     (W)     SCALED    
 BY0443* NAVD 88     -        76.22   (+/-2cm)     250.1    (feet)  VERTCON   
 BY0443  ___________________________________________________________________
 BY0443  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0443
 BY0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0443
 BY0443.The horizontal coordinates were scaled from a topographic map and have
 BY0443.an estimated accuracy of +/- 6 seconds.
 BY0443
 BY0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0443.The vertical order pertains to the NGVD 29 superseded value.
 BY0443
 BY0443.The geoid height was determined by GEOID03.
 BY0443
 BY0443;                    North         East    Units  Estimated Accuracy
 BY0443;SPC TX C     - 3,209,340.    1,286,940.      MT  (+/- 180 meters Scaled)
 BY0443
 BY0443                          SUPERSEDED SURVEY CONTROL
 BY0443
 BY0443  NGVD 29 (??/??/92)   76.250  (m)          250.16   (f) ADJ UNCH    2 0
 BY0443
 BY0443.Superseded values are not recommended for survey control.
 BY0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0443.See file dsdata.txt to determine how the superseded data were derived.
 BY0443
 BY0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ899754(NAD 83)
 BY0443_MARKER: DB = BENCH MARK DISK
 BY0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0443_STAMPING: R 508 1949
 BY0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0443+STABILITY: SURFACE MOTION
 BY0443
 BY0443  HISTORY     - Date     Condition        Report By
 BY0443  HISTORY     - 1949     MONUMENTED       CGS
 BY0443
 BY0443                          STATION DESCRIPTION
 BY0443
 BY0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0443'9.45 MI S FROM SAN AUGUSTINE.
 BY0443'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURT HOUSE AT
 BY0443'SAN AUGUSTINE, THENCE 0.8 MILE SOUTH ALONG FARM ROAD 705, AT THE FARM
 BY0443'HOME OF W.M. ROGERS, 48.0 FEET EAST OF THE NORTHEAST CORNER OF THE
 BY0443'HOUSE, 38.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT EAST OF
 BY0443'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY0443'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0355 ***********************************************************************
 BY0355  DESIGNATION -  R 509
 BY0355  PID         -  BY0355
 BY0355  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0355  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0355
 BY0355                         *CURRENT SURVEY CONTROL
 BY0355  ___________________________________________________________________
 BY0355* NAD 83(1986)-  31 26 09.     (N)    094 15 03.     (W)     SCALED    
 BY0355* NAVD 88     -        80.71   (+/-2cm)     264.8    (feet)  VERTCON   
 BY0355  ___________________________________________________________________
 BY0355  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BY0355
 BY0355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0355
 BY0355.The horizontal coordinates were scaled from a topographic map and have
 BY0355.an estimated accuracy of +/- 6 seconds.
 BY0355
 BY0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0355.The vertical order pertains to the NGVD 29 superseded value.
 BY0355
 BY0355.The geoid height was determined by GEOID03.
 BY0355
 BY0355;                    North         East    Units  Estimated Accuracy
 BY0355;SPC TX C     - 3,211,930.    1,277,910.      MT  (+/- 180 meters Scaled)
 BY0355
 BY0355                          SUPERSEDED SURVEY CONTROL
 BY0355
 BY0355  NGVD 29 (??/??/92)   80.736  (m)          264.88   (f) ADJ UNCH    2 0
 BY0355
 BY0355.Superseded values are not recommended for survey control.
 BY0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0355.See file dsdata.txt to determine how the superseded data were derived.
 BY0355
 BY0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ811785(NAD 83)
 BY0355_MARKER: DB = BENCH MARK DISK
 BY0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0355_STAMPING: R 509 1949
 BY0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0355+STABILITY: SURFACE MOTION
 BY0355
 BY0355  HISTORY     - Date     Condition        Report By
 BY0355  HISTORY     - 1949     MONUMENTED       CGS
 BY0355  HISTORY     - 1952     GOOD             NGS
 BY0355  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0355
 BY0355                          STATION DESCRIPTION
 BY0355
 BY0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0355'12.1 MI N FROM BROADDUS.
 BY0355'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0355'BROADDUS, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BY0355'0.7 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 3.2 MILES NORTHWEST
 BY0355'ALONG A DIRT ROAD, 345 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD
 BY0355'LEADING EAST, 70 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 BY0355'GRADED DIRT ROAD, 286 FEET EAST OF THE FARMHOUSE OF ROSS FOX, 1.5 FEET
 BY0355'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0355'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BY0355
 BY0355                          STATION RECOVERY (1998)
 BY0355
 BY0355'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0153 ***********************************************************************
 AM0153  DESIGNATION -  R 51
 AM0153  PID         -  AM0153
 AM0153  STATE/COUNTY-  TX/MATAGORDA
 AM0153  USGS QUAD   -  WADSWORTH (1972)
 AM0153
 AM0153                         *CURRENT SURVEY CONTROL
 AM0153  ___________________________________________________________________
 AM0153* NAD 83(1986)-  28 46 51.     (N)    095 55 50.     (W)     SCALED    
 AM0153* NAVD 88     -         6.86   (+/-2cm)      22.5    (feet)  VERTCON   
 AM0153  ___________________________________________________________________
 AM0153  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AM0153
 AM0153  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0153
 AM0153.The horizontal coordinates were scaled from a topographic map and have
 AM0153.an estimated accuracy of +/- 6 seconds.
 AM0153
 AM0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0153.The vertical order pertains to the NGVD 29 superseded value.
 AM0153
 AM0153.The geoid height was determined by GEOID03.
 AM0153
 AM0153;                    North         East    Units  Estimated Accuracy
 AM0153;SPC TXSC     - 4,108,940.      899,650.      MT  (+/- 180 meters Scaled)
 AM0153
 AM0153                          SUPERSEDED SURVEY CONTROL
 AM0153
 AM0153  NGVD 29 (??/??/92)    6.903  (m)           22.65   (f) ADJ UNCH    1 2
 AM0153
 AM0153.Superseded values are not recommended for survey control.
 AM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0153.See file dsdata.txt to determine how the superseded data were derived.
 AM0153
 AM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM138872(NAD 83)
 AM0153_MARKER: DB = BENCH MARK DISK
 AM0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0153_STAMPING: R 51 1918 ELEV. 22.490 FT.
 AM0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0153+STABILITY: SURFACE MOTION
 AM0153
 AM0153  HISTORY     - Date     Condition        Report By
 AM0153  HISTORY     - 1918     MONUMENTED       CGS
 AM0153  HISTORY     - 1943     GOOD             NGS
 AM0153
 AM0153                          STATION DESCRIPTION
 AM0153
 AM0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0153'3.7 MI S FROM WADSWORTH.
 AM0153'TO REACH FROM THE SANTA FE RAILROAD STATION AT WADSWORTH.  PROCEED
 AM0153'SOUTHERLY 3.7 MILES ALONG RAILROAD TO SITE OF BENCH MARK.  BENCH MARK
 AM0153'IS ABOUT MIDWAY BETWEEN TWO CATTLE GUARDS ON THE RAILROAD.  IT IS 9
 AM0153'POLES SOUTH OF MILE POST NO. 83, 41.0 FEET EAST OF AND ABOUT 2.0 FEET
 AM0153'BELOW THE CENTERLINE OF THE TRACK, 15.0 FEET NORTH OF A POLE, 4.0 FEET
 AM0153'WEST OF THE RIGHT-OF-WAY FENCE AND 2.0 FEET WEST OF A 4 BY 4 INCH
 AM0153'WOODEN MARKER POST.  MONUMENT PROJECTS 0.7 FOOT.  A DISK SET IN
 AM0153'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0465 ***********************************************************************
 AY0465  DESIGNATION -  R 510
 AY0465  PID         -  AY0465
 AY0465  STATE/COUNTY-  TX/BEXAR
 AY0465  USGS QUAD   -  SOUTHTON (1992)
 AY0465
 AY0465                         *CURRENT SURVEY CONTROL
 AY0465  ___________________________________________________________________
 AY0465* NAD 83(1986)-  29 15 46.     (N)    098 29 26.     (W)     SCALED    
 AY0465* NAVD 88     -       164.164  (meters)     538.59   (feet)  ADJUSTED  
 AY0465  ___________________________________________________________________
 AY0465  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AY0465  DYNAMIC HT  -         163.926 (meters)     537.81  (feet)  COMP
 AY0465  MODELED GRAV-     979,190.3   (mgal)                       NAVD 88
 AY0465
 AY0465  VERT ORDER  -  FIRST     CLASS II
 AY0465
 AY0465.The horizontal coordinates were scaled from a topographic map and have
 AY0465.an estimated accuracy of +/- 6 seconds.
 AY0465
 AY0465.The orthometric height was determined by differential leveling
 AY0465.and adjusted by the National Geodetic Survey in June 1991..
 AY0465
 AY0465.The geoid height was determined by GEOID03.
 AY0465
 AY0465.The dynamic height is computed by dividing the NAVD 88
 AY0465.geopotential number by the normal gravity value computed on the
 AY0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0465.degrees latitude (g = 980.6199 gals.).
 AY0465
 AY0465.The modeled gravity was interpolated from observed gravity values.
 AY0465
 AY0465;                    North         East    Units  Estimated Accuracy
 AY0465;SPC TXSC     - 4,158,530.      649,510.      MT  (+/- 180 meters Scaled)
 AY0465
 AY0465                          SUPERSEDED SURVEY CONTROL
 AY0465
 AY0465  NGVD 29 (??/??/92)  164.069  (m)          538.28   (f) ADJ UNCH    1 2
 AY0465
 AY0465.Superseded values are not recommended for survey control.
 AY0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0465.See file dsdata.txt to determine how the superseded data were derived.
 AY0465
 AY0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT494372(NAD 83)
 AY0465_MARKER: DB = BENCH MARK DISK
 AY0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0465_SP_SET: ABUTMENT
 AY0465_STAMPING: R 510 1953
 AY0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0465
 AY0465  HISTORY     - Date     Condition        Report By
 AY0465  HISTORY     - 1953     MONUMENTED       CGS
 AY0465  HISTORY     - 1957     GOOD             DOD
 AY0465  HISTORY     - 19860105 MARK NOT FOUND   USGS
 AY0465  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0465
 AY0465                          STATION DESCRIPTION
 AY0465
 AY0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0465'4.1 MI S FROM SAN ANTONIO.
 AY0465'4.1 MILES SOUTH ALONG PLEASANTON ROAD FROM ITS INTERSECTION WITH
 AY0465'CHAVANAUX ROAD AT SAN ANTONIO, 10 FEET EAST OF THE CENTER LINE OF THE
 AY0465'ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTH ABUTMENT OF AN
 AY0465'OVERPASS OVER A RAILROAD.
 AY0465
 AY0465                          STATION RECOVERY (1957)
 AY0465
 AY0465'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0465'RECOVERED IN GOOD CONDITION.
 AY0465
 AY0465                          STATION RECOVERY (1986)
 AY0465
 AY0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0465'MARK NOT FOUND.
 AY0465
 AY0465                          STATION RECOVERY (1995)
 AY0465
 AY0465'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0162 ***********************************************************************
 GL0162  DESIGNATION -  R 512
 GL0162  PID         -  GL0162
 GL0162  STATE/COUNTY-  TX/DALLAM
 GL0162  USGS QUAD   -  CONLEN (1965)
 GL0162
 GL0162                         *CURRENT SURVEY CONTROL
 GL0162  ___________________________________________________________________
 GL0162* NAD 83(1986)-  36 11 10.     (N)    102 14 27.     (W)     SCALED    
 GL0162* NAVD 88     -      1175.775  (meters)    3857.52   (feet)  POSTED    
 GL0162  ___________________________________________________________________
 GL0162  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 GL0162  DYNAMIC HT  -        1174.450 (meters)    3853.17  (feet)  COMP
 GL0162  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 GL0162
 GL0162  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GL0162
 GL0162.The horizontal coordinates were scaled from a topographic map and have
 GL0162.an estimated accuracy of +/- 6 seconds.
 GL0162
 GL0162.The orthometric height was determined by differential leveling
 GL0162.and adjusted by the National Geodetic Survey in 1992..
 GL0162.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GL0162.rate of 4.1 thru 8.0 mm/km.
 GL0162
 GL0162.The geoid height was determined by GEOID03.
 GL0162
 GL0162.The dynamic height is computed by dividing the NAVD 88
 GL0162.geopotential number by the normal gravity value computed on the
 GL0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0162.degrees latitude (g = 980.6199 gals.).
 GL0162
 GL0162.The modeled gravity was interpolated from observed gravity values.
 GL0162
 GL0162;                    North         East    Units  Estimated Accuracy
 GL0162;SPC TX N     - 1,242,780.      133,360.      MT  (+/- 180 meters Scaled)
 GL0162
 GL0162                          SUPERSEDED SURVEY CONTROL
 GL0162
 GL0162.No superseded survey control is available for this station.
 GL0162
 GL0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA481081(NAD 83)
 GL0162_MARKER: DB = BENCH MARK DISK
 GL0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0162_STAMPING: R 512 1935
 GL0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0162+STABILITY: SURFACE MOTION
 GL0162
 GL0162  HISTORY     - Date     Condition        Report By
 GL0162  HISTORY     - 1935     MONUMENTED       CGS
 GL0162  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0162
 GL0162                          STATION DESCRIPTION
 GL0162
 GL0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0162'2.9 MI S FROM CONLEN.
 GL0162'2.9 MILES SOUTH OF POST OFFICE BY ROAD.  IN SANDY GROUND, 2.2 MILES
 GL0162'NORTH OF ROAD INTERSECTION, AND ABOUT 1/2 MILE SOUTHEAST OF RANCH
 GL0162'HOUSE.  32.4 FEET EAST OF CENTERLINE OF GRADED ROAD, AND 2.3 FEET EAST
 GL0162'OF FENCE RUNNING NORTH AND SOUTH.  NOTE-- MAY HAVE BEEN DESTROYED
 GL0162'DURING THE CONSTRUCTION OF FARM ROAD 807.
 GL0162
 GL0162                          STATION RECOVERY (1952)
 GL0162
 GL0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0644 ***********************************************************************
 GK0644  DESIGNATION -  R 513
 GK0644  PID         -  GK0644
 GK0644  STATE/COUNTY-  TX/MOORE
 GK0644  USGS QUAD   -  CACTUS EAST (1963)
 GK0644
 GK0644                         *CURRENT SURVEY CONTROL
 GK0644  ___________________________________________________________________
 GK0644* NAD 83(1986)-  36 01 26.     (N)    101 52 33.     (W)     SCALED    
 GK0644* NAVD 88     -      1078.933  (meters)    3539.80   (feet)  ADJUSTED  
 GK0644  ___________________________________________________________________
 GK0644  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 GK0644  DYNAMIC HT  -        1077.708 (meters)    3535.78  (feet)  COMP
 GK0644  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 GK0644
 GK0644  VERT ORDER  -  SECOND    CLASS 0
 GK0644
 GK0644.The horizontal coordinates were scaled from a topographic map and have
 GK0644.an estimated accuracy of +/- 6 seconds.
 GK0644
 GK0644.The orthometric height was determined by differential leveling
 GK0644.and adjusted by the National Geodetic Survey in June 1991..
 GK0644
 GK0644.The geoid height was determined by GEOID03.
 GK0644
 GK0644.The dynamic height is computed by dividing the NAVD 88
 GK0644.geopotential number by the normal gravity value computed on the
 GK0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0644.degrees latitude (g = 980.6199 gals.).
 GK0644
 GK0644.The modeled gravity was interpolated from observed gravity values.
 GK0644
 GK0644;                    North         East    Units  Estimated Accuracy
 GK0644;SPC TX N     - 1,224,590.      166,130.      MT  (+/- 180 meters Scaled)
 GK0644
 GK0644                          SUPERSEDED SURVEY CONTROL
 GK0644
 GK0644  NGVD 29 (??/??/92) 1078.422  (m)         3538.12   (f) ADJ UNCH    2 0
 GK0644
 GK0644.Superseded values are not recommended for survey control.
 GK0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0644.See file dsdata.txt to determine how the superseded data were derived.
 GK0644
 GK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE408904(NAD 83)
 GK0644_MARKER: DB = BENCH MARK DISK
 GK0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0644_STAMPING: R 513 1935
 GK0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0644+STABILITY: SURFACE MOTION
 GK0644
 GK0644  HISTORY     - Date     Condition        Report By
 GK0644  HISTORY     - 1935     MONUMENTED       CGS
 GK0644  HISTORY     - 1943     GOOD             NGS
 GK0644
 GK0644                          STATION DESCRIPTION
 GK0644
 GK0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0644'2.7 MI W FROM SUNRAY.
 GK0644'THIS MARK IS ABOUT 2.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0644'GULF RAILWAY FROM THE STATION AT SUNRAY, MOORE COUNTY, 2.0 FEET EAST
 GK0644'OF POWER POLE NUMBER 58, 89.0 FEET NORTH NORTHWEST OF MILEPOST 22-30,
 GK0644'38.5 FEET NORTH OF THE NORTH RAIL, PROJECTING ABOUT 4-INCHES ABOVE THE
 GK0644'GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0153 ***********************************************************************
 GK0153  DESIGNATION -  R 515
 GK0153  PID         -  GK0153
 GK0153  STATE/COUNTY-  TX/OCHILTREE
 GK0153  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK0153
 GK0153                         *CURRENT SURVEY CONTROL
 GK0153  ___________________________________________________________________
 GK0153* NAD 83(1986)-  36 11 15.     (N)    100 49 07.     (W)     SCALED    
 GK0153* NAVD 88     -       906.366  (meters)    2973.64   (feet)  ADJUSTED  
 GK0153  ___________________________________________________________________
 GK0153  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GK0153  DYNAMIC HT  -         905.403 (meters)    2970.48  (feet)  COMP
 GK0153  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 GK0153
 GK0153  VERT ORDER  -  SECOND    CLASS 0
 GK0153
 GK0153.The horizontal coordinates were scaled from a topographic map and have
 GK0153.an estimated accuracy of +/- 6 seconds.
 GK0153
 GK0153.The orthometric height was determined by differential leveling
 GK0153.and adjusted by the National Geodetic Survey in June 1991..
 GK0153
 GK0153.The geoid height was determined by GEOID03.
 GK0153
 GK0153.The dynamic height is computed by dividing the NAVD 88
 GK0153.geopotential number by the normal gravity value computed on the
 GK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0153.degrees latitude (g = 980.6199 gals.).
 GK0153
 GK0153.The modeled gravity was interpolated from observed gravity values.
 GK0153
 GK0153;                    North         East    Units  Estimated Accuracy
 GK0153;SPC TX N     - 1,242,890.      261,290.      MT  (+/- 180 meters Scaled)
 GK0153
 GK0153                          SUPERSEDED SURVEY CONTROL
 GK0153
 GK0153  NGVD 29 (??/??/92)  905.982  (m)         2972.38   (f) ADJ UNCH    2 0
 GK0153
 GK0153.Superseded values are not recommended for survey control.
 GK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0153.See file dsdata.txt to determine how the superseded data were derived.
 GK0153
 GK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF364062(NAD 83)
 GK0153_MARKER: DB = BENCH MARK DISK
 GK0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0153_STAMPING: R 515 1935
 GK0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0153+STABILITY: SURFACE MOTION
 GK0153
 GK0153  HISTORY     - Date     Condition        Report By
 GK0153  HISTORY     - 1935     MONUMENTED       CGS
 GK0153  HISTORY     - 1943     GOOD             NGS
 GK0153  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0153
 GK0153                          STATION DESCRIPTION
 GK0153
 GK0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0153'3.4 MI N FROM BULER.
 GK0153'3.4 MILES NORTH AND 0.1 MILE EAST ALONG GRADED ROADS FROM THE OLD
 GK0153'STORE AND POST OFFICE AT BULER, 0.1 MILE EAST OF A WHITE RANCH HOUSE,
 GK0153'26 FEET NORTH OF THE CENTERLINE OF THE ROAD, 22.9 FEET SOUTHEAST OF A
 GK0153'BARBED-WIRE FENCE CORNER, AND AT THE NORTH EDGE OF A GRADED DRAINAGE
 GK0153'DITCH ON THE NORTH SIDE OF THE ROAD.  A STANDARD DISK, STAMPED R 515
 GK0153'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RD. WORK IN AREA.
 GK0153
 GK0153                          STATION RECOVERY (1973)
 GK0153
 GK0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1512 ***********************************************************************
 FL1512  DESIGNATION -  R 516
 FL1512  PID         -  FL1512
 FL1512  STATE/COUNTY-  TX/MOORE
 FL1512  USGS QUAD   -  DUMAS NORTH (1965)
 FL1512
 FL1512                         *CURRENT SURVEY CONTROL
 FL1512  ___________________________________________________________________
 FL1512* NAD 83(1986)-  35 56 34.     (N)    101 59 11.     (W)     SCALED    
 FL1512* NAVD 88     -      1104.521  (meters)    3623.75   (feet)  ADJUSTED  
 FL1512  ___________________________________________________________________
 FL1512  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL1512  DYNAMIC HT  -        1103.249 (meters)    3619.58  (feet)  COMP
 FL1512  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 FL1512
 FL1512  VERT ORDER  -  SECOND    CLASS 0
 FL1512
 FL1512.The horizontal coordinates were scaled from a topographic map and have
 FL1512.an estimated accuracy of +/- 6 seconds.
 FL1512
 FL1512.The orthometric height was determined by differential leveling
 FL1512.and adjusted by the National Geodetic Survey in June 1991..
 FL1512
 FL1512.The geoid height was determined by GEOID03.
 FL1512
 FL1512.The dynamic height is computed by dividing the NAVD 88
 FL1512.geopotential number by the normal gravity value computed on the
 FL1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1512.degrees latitude (g = 980.6199 gals.).
 FL1512
 FL1512.The modeled gravity was interpolated from observed gravity values.
 FL1512
 FL1512;                    North         East    Units  Estimated Accuracy
 FL1512;SPC TX N     - 1,215,640.      156,120.      MT  (+/- 180 meters Scaled)
 FL1512
 FL1512                          SUPERSEDED SURVEY CONTROL
 FL1512
 FL1512  NGVD 29 (??/??/92) 1103.980  (m)         3621.97   (f) ADJ UNCH    2 0
 FL1512
 FL1512.Superseded values are not recommended for survey control.
 FL1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1512.See file dsdata.txt to determine how the superseded data were derived.
 FL1512
 FL1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE306817(NAD 83)
 FL1512_MARKER: DB = BENCH MARK DISK
 FL1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1512_STAMPING: R 516 1935
 FL1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1512+STABILITY: SURFACE MOTION
 FL1512
 FL1512  HISTORY     - Date     Condition        Report By
 FL1512  HISTORY     - 1935     MONUMENTED       CGS
 FL1512  HISTORY     - 1943     GOOD             NGS
 FL1512  HISTORY     - 1952     GOOD             NGS
 FL1512
 FL1512                          STATION DESCRIPTION
 FL1512
 FL1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1512'5.5 MI S FROM ETTER.
 FL1512'5.5 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM THE JUNCTION AT
 FL1512'ETTER.  AT MILE POST NUMBER 58.  96 FEET EAST OF THE EAST RAIL OF THE
 FL1512'MAIN TRACK, ABOUT 1 3/4 RAIL N OF THE MILE POST, 92 FEET SOUTH OF THE
 FL1512'CORNER FENCE POST, 1.0 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1.0 FOOT
 FL1512'SOUTH OF THE REFERENCE POST.
 FL1512
 FL1512                          STATION RECOVERY (1952)
 FL1512
 FL1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FL1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0353 ***********************************************************************
 GK0353  DESIGNATION -  R 518
 GK0353  PID         -  GK0353
 GK0353  STATE/COUNTY-  TX/HUTCHINSON
 GK0353  USGS QUAD   -  SPEARMAN SE (1973)
 GK0353
 GK0353                         *CURRENT SURVEY CONTROL
 GK0353  ___________________________________________________________________
 GK0353* NAD 83(1986)-  36 03 15.     (N)    101 06 17.     (W)     SCALED    
 GK0353* NAVD 88     -       950.929  (meters)    3119.84   (feet)  ADJUSTED  
 GK0353  ___________________________________________________________________
 GK0353  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GK0353  DYNAMIC HT  -         949.891 (meters)    3116.43  (feet)  COMP
 GK0353  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 GK0353
 GK0353  VERT ORDER  -  SECOND    CLASS 0
 GK0353
 GK0353.The horizontal coordinates were scaled from a topographic map and have
 GK0353.an estimated accuracy of +/- 6 seconds.
 GK0353
 GK0353.The orthometric height was determined by differential leveling
 GK0353.and adjusted by the National Geodetic Survey in June 1991..
 GK0353
 GK0353.The geoid height was determined by GEOID03.
 GK0353
 GK0353.The dynamic height is computed by dividing the NAVD 88
 GK0353.geopotential number by the normal gravity value computed on the
 GK0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0353.degrees latitude (g = 980.6199 gals.).
 GK0353
 GK0353.The modeled gravity was interpolated from observed gravity values.
 GK0353
 GK0353;                    North         East    Units  Estimated Accuracy
 GK0353;SPC TX N     - 1,227,960.      235,610.      MT  (+/- 180 meters Scaled)
 GK0353
 GK0353                          SUPERSEDED SURVEY CONTROL
 GK0353
 GK0353  NGVD 29 (??/??/92)  950.496  (m)         3118.42   (f) ADJ UNCH    2 0
 GK0353
 GK0353.Superseded values are not recommended for survey control.
 GK0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0353.See file dsdata.txt to determine how the superseded data were derived.
 GK0353
 GK0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE104920(NAD 83)
 GK0353_MARKER: DB = BENCH MARK DISK
 GK0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0353_STAMPING: R 518 1935
 GK0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0353+STABILITY: SURFACE MOTION
 GK0353
 GK0353  HISTORY     - Date     Condition        Report By
 GK0353  HISTORY     - 1935     MONUMENTED       CGS
 GK0353  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0353
 GK0353                          STATION DESCRIPTION
 GK0353
 GK0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0353'15.0 MI SE FROM SPEARMAN.
 GK0353'IN HUTCHINSON COUNTY, 15.0 MILES SOUTHEAST OF SPEARMAN, HANSFORD
 GK0353'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE
 GK0353'GOING 5 BLOCKS WEST ALONG STATE HIGHWAY 282, THENCE 11.2 MILES SOUTH
 GK0353'AND 0.7 MILE EAST ALONG GRADED ROADS, AND THENCE 2.7 MILES EAST ALONG
 GK0353'A FIELD ROAD.  0.1 MILE NORTH OF THE POOL RANCH HOUSE, 123 FEET NORTH
 GK0353'OF A PANHANDLE PIPE LINE CROSSING OF THE TRAIL AND A FENCE, AND 27
 GK0353'FEET NORTH OF A CATTLE GUARD.  A STANDARD DISK, STAMPED R 518 1935 AND
 GK0353'SET IN THE TOP OF A CONCRETE POST.
 GK0353
 GK0353                          STATION RECOVERY (1973)
 GK0353
 GK0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0400 ***********************************************************************
 GK0400  DESIGNATION -  R 519
 GK0400  PID         -  GK0400
 GK0400  STATE/COUNTY-  TX/HANSFORD
 GK0400  USGS QUAD   -  MORSE (1974)
 GK0400
 GK0400                         *CURRENT SURVEY CONTROL
 GK0400  ___________________________________________________________________
 GK0400* NAD 83(1986)-  36 04 28.     (N)    101 27 31.     (W)     SCALED    
 GK0400* NAVD 88     -       958.244  (meters)    3143.84   (feet)  ADJUSTED  
 GK0400  ___________________________________________________________________
 GK0400  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0400  DYNAMIC HT  -         957.194 (meters)    3140.39  (feet)  COMP
 GK0400  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 GK0400
 GK0400  VERT ORDER  -  SECOND    CLASS 0
 GK0400
 GK0400.The horizontal coordinates were scaled from a topographic map and have
 GK0400.an estimated accuracy of +/- 6 seconds.
 GK0400
 GK0400.The orthometric height was determined by differential leveling
 GK0400.and adjusted by the National Geodetic Survey in June 1991..
 GK0400
 GK0400.The geoid height was determined by GEOID03.
 GK0400
 GK0400.The dynamic height is computed by dividing the NAVD 88
 GK0400.geopotential number by the normal gravity value computed on the
 GK0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0400.degrees latitude (g = 980.6199 gals.).
 GK0400
 GK0400.The modeled gravity was interpolated from observed gravity values.
 GK0400
 GK0400;                    North         East    Units  Estimated Accuracy
 GK0400;SPC TX N     - 1,230,140.      203,730.      MT  (+/- 180 meters Scaled)
 GK0400
 GK0400                          SUPERSEDED SURVEY CONTROL
 GK0400
 GK0400  NGVD 29 (??/??/92)  957.799  (m)         3142.38   (f) ADJ UNCH    2 0
 GK0400
 GK0400.Superseded values are not recommended for survey control.
 GK0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0400.See file dsdata.txt to determine how the superseded data were derived.
 GK0400
 GK0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE785950(NAD 83)
 GK0400_MARKER: DB = BENCH MARK DISK
 GK0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0400_STAMPING: R 519 1935
 GK0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0400+STABILITY: SURFACE MOTION
 GK0400
 GK0400  HISTORY     - Date     Condition        Report By
 GK0400  HISTORY     - 1935     MONUMENTED       CGS
 GK0400
 GK0400                          STATION DESCRIPTION
 GK0400
 GK0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0400'1.4 MI NE FROM MORSE.
 GK0400'1.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0400'STATION AT MORSE, 201 FEET SOUTHWEST OF MILEPOST 101, 24 RAILS EAST OF
 GK0400'A TIMBER BRIDGE, 103 FEET SOUTH OF THE SOUTH RAIL, 21 FEET WEST OF THE
 GK0400'WEST END OF A GATE IN THE RIGHT-OF-WAY FENCE, AND 2.2 FEET NORTH OF
 GK0400'THE FENCE.  A STANDARD DISK, STAMPED R 519 1935 AND SET IN THE TOP OF
 GK0400'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1270 ***********************************************************************
 AY1270  DESIGNATION -  R 520
 AY1270  PID         -  AY1270
 AY1270  STATE/COUNTY-  TX/MEDINA
 AY1270  USGS QUAD   -  MUSTANG VALLEY (1969)
 AY1270
 AY1270                         *CURRENT SURVEY CONTROL
 AY1270  ___________________________________________________________________
 AY1270* NAD 83(1986)-  29 28 04.     (N)    099 11 51.     (W)     SCALED    
 AY1270* NAVD 88     -       319.635  (meters)    1048.67   (feet)  POSTED    
 AY1270  ___________________________________________________________________
 AY1270  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AY1270  DYNAMIC HT  -         319.170 (meters)    1047.14  (feet)  COMP
 AY1270  MODELED GRAV-     979,166.8   (mgal)                       NAVD 88
 AY1270
 AY1270  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1270
 AY1270.The horizontal coordinates were scaled from a topographic map and have
 AY1270.an estimated accuracy of +/- 6 seconds.
 AY1270
 AY1270.The orthometric height was determined by differential leveling
 AY1270.and adjusted by the National Geodetic Survey in 1992..
 AY1270.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1270.rate of 0.0 thru 1.0 mm/km.
 AY1270
 AY1270.The geoid height was determined by GEOID03.
 AY1270
 AY1270.The dynamic height is computed by dividing the NAVD 88
 AY1270.geopotential number by the normal gravity value computed on the
 AY1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1270.degrees latitude (g = 980.6199 gals.).
 AY1270
 AY1270.The modeled gravity was interpolated from observed gravity values.
 AY1270
 AY1270;                    North         East    Units  Estimated Accuracy
 AY1270;SPC TXSC     - 4,181,160.      580,850.      MT  (+/- 180 meters Scaled)
 AY1270
 AY1270                          SUPERSEDED SURVEY CONTROL
 AY1270
 AY1270  NGVD 29 (??/??/92)  319.495  (m)         1048.21   (f) ADJ UNCH    2 0
 AY1270
 AY1270.Superseded values are not recommended for survey control.
 AY1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1270.See file dsdata.txt to determine how the superseded data were derived.
 AY1270
 AY1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT808598(NAD 83)
 AY1270_MARKER: DB = BENCH MARK DISK
 AY1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1270_STAMPING: R 520 1953
 AY1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1270+STABILITY: SURFACE MOTION
 AY1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1270+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AY1270
 AY1270  HISTORY     - Date     Condition        Report By
 AY1270  HISTORY     - 1953     MONUMENTED       CGS
 AY1270  HISTORY     - 1968     GOOD             USGS
 AY1270  HISTORY     - 19950420 MARK NOT FOUND   USPSQD
 AY1270  HISTORY     - 19970430 GOOD             USPSQD
 AY1270  HISTORY     - 20050809 GOOD             USPSQD
 AY1270
 AY1270                          STATION DESCRIPTION
 AY1270
 AY1270'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AY1270'10.3 MI NW FROM HONDO.
 AY1270'10.3 MILES NORTHWEST ALONG FARM ROAD 462 FROM THE COURTHOUSE IN HONDO,
 AY1270'ABOUT 0.125 MILE SOUTH OF A ROAD BEND AND DRIVE EAST, 113 FEET
 AY1270'SOUTHWEST OF TWO LARGE OAK TREES ON THE EAST ROW OF THE HIGHWAY, 38
 AY1270'FEET WEST OF THE CENTER LINE OF FARM ROAD 462, 2 FEET EAST OF THE WEST
 AY1270'ROW FENCE.  A STANDARD DISK SET IN TOP OF A CONCRETE POST WHICH
 AY1270'PROJECTS ABOUT 0.2 FOOT ABOVE GROUND.
 AY1270
 AY1270                          STATION RECOVERY (1995)
 AY1270
 AY1270'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1270'MARK NOT FOUND.
 AY1270
 AY1270                          STATION RECOVERY (1997)
 AY1270
 AY1270'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1270'RECOVERED IN GOOD CONDITION.
 AY1270
 AY1270                          STATION RECOVERY (2005)
 AY1270
 AY1270'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0602 ***********************************************************************
 GK0602  DESIGNATION -  R 523
 GK0602  PID         -  GK0602
 GK0602  STATE/COUNTY-  TX/HANSFORD
 GK0602  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0602
 GK0602                         *CURRENT SURVEY CONTROL
 GK0602  ___________________________________________________________________
 GK0602* NAD 83(1986)-  36 07 30.     (N)    101 35 48.     (W)     SCALED    
 GK0602* NAVD 88     -      1020.437  (meters)    3347.88   (feet)  ADJUSTED  
 GK0602  ___________________________________________________________________
 GK0602  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GK0602  DYNAMIC HT  -        1019.308 (meters)    3344.18  (feet)  COMP
 GK0602  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 GK0602
 GK0602  VERT ORDER  -  SECOND    CLASS 0
 GK0602
 GK0602.The horizontal coordinates were scaled from a topographic map and have
 GK0602.an estimated accuracy of +/- 6 seconds.
 GK0602
 GK0602.The orthometric height was determined by differential leveling
 GK0602.and adjusted by the National Geodetic Survey in June 1991..
 GK0602
 GK0602.The geoid height was determined by GEOID03.
 GK0602
 GK0602.The dynamic height is computed by dividing the NAVD 88
 GK0602.geopotential number by the normal gravity value computed on the
 GK0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0602.degrees latitude (g = 980.6199 gals.).
 GK0602
 GK0602.The modeled gravity was interpolated from observed gravity values.
 GK0602
 GK0602;                    North         East    Units  Estimated Accuracy
 GK0602;SPC TX N     - 1,235,750.      191,300.      MT  (+/- 180 meters Scaled)
 GK0602
 GK0602                          SUPERSEDED SURVEY CONTROL
 GK0602
 GK0602  NGVD 29 (??/??/92) 1019.979  (m)         3346.38   (f) ADJ UNCH    2 0
 GK0602
 GK0602.Superseded values are not recommended for survey control.
 GK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0602.See file dsdata.txt to determine how the superseded data were derived.
 GK0602
 GK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF663009(NAD 83)
 GK0602_MARKER: DB = BENCH MARK DISK
 GK0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0602_STAMPING: R 523 1935
 GK0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0602+STABILITY: SURFACE MOTION
 GK0602
 GK0602  HISTORY     - Date     Condition        Report By
 GK0602  HISTORY     - 1935     MONUMENTED       CGS
 GK0602  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0602
 GK0602                          STATION DESCRIPTION
 GK0602
 GK0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0602'11.6 MI NW FROM MORSE.
 GK0602'THIS MARK IS ABOUT 5.0 MILES NORTH ALONG THE CRI AND G RAILROAD AND
 GK0602'ABOUT 6.6 MILES WEST ALONG A DIRT ROAD FROM THE DEPOT AT MORSE,
 GK0602'HANSFORD COUNTY, ABOUT 1.6 MILES EAST OF THE HANSFORD-SHERMAN COUNTY
 GK0602'LINE, AT A POINT WHERE A ROAD TURNS NORTH TO GRUVER, 6.0 FEET EAST OF
 GK0602'A FENCE RUNNING NORTH-SOUTH, 48.0 FEET NORTH OF THE CENTER OF THE
 GK0602'ROAD, 23.0 FEET WEST OF THE CENTER LINE OF THE ROAD RUNNING NORTH,
 GK0602'19.0 FEET NORTH OF A CORNER FENCE POST, PROJECTING ABOUT 2-INCHES
 GK0602'ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
 GK0602
 GK0602                          STATION RECOVERY (1973)
 GK0602
 GK0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0821 ***********************************************************************
 AY0821  DESIGNATION -  R 524
 AY0821  PID         -  AY0821
 AY0821  STATE/COUNTY-  TX/BEXAR
 AY0821  USGS QUAD   -  MACDONA (1991)
 AY0821
 AY0821                         *CURRENT SURVEY CONTROL
 AY0821  ___________________________________________________________________
 AY0821* NAD 83(1986)-  29 17 19.     (N)    098 39 12.     (W)     SCALED    
 AY0821* NAVD 88     -       181.989  (meters)     597.08   (feet)  ADJUSTED  
 AY0821  ___________________________________________________________________
 AY0821  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AY0821  DYNAMIC HT  -         181.727 (meters)     596.22  (feet)  COMP
 AY0821  MODELED GRAV-     979,200.0   (mgal)                       NAVD 88
 AY0821
 AY0821  VERT ORDER  -  FIRST     CLASS II
 AY0821
 AY0821.The horizontal coordinates were scaled from a topographic map and have
 AY0821.an estimated accuracy of +/- 6 seconds.
 AY0821
 AY0821.The orthometric height was determined by differential leveling
 AY0821.and adjusted by the National Geodetic Survey in June 1991..
 AY0821
 AY0821.The geoid height was determined by GEOID03.
 AY0821
 AY0821.The dynamic height is computed by dividing the NAVD 88
 AY0821.geopotential number by the normal gravity value computed on the
 AY0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0821.degrees latitude (g = 980.6199 gals.).
 AY0821
 AY0821.The modeled gravity was interpolated from observed gravity values.
 AY0821
 AY0821;                    North         East    Units  Estimated Accuracy
 AY0821;SPC TXSC     - 4,161,330.      633,680.      MT  (+/- 180 meters Scaled)
 AY0821
 AY0821                          SUPERSEDED SURVEY CONTROL
 AY0821
 AY0821  NGVD 29 (??/??/92)  181.889  (m)          596.75   (f) ADJ UNCH    1 2
 AY0821
 AY0821.Superseded values are not recommended for survey control.
 AY0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0821.See file dsdata.txt to determine how the superseded data were derived.
 AY0821
 AY0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT336400(NAD 83)
 AY0821_MARKER: DB = BENCH MARK DISK
 AY0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0821_STAMPING: R 524 1953
 AY0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0821+STABILITY: SURFACE MOTION
 AY0821
 AY0821  HISTORY     - Date     Condition        Report By
 AY0821  HISTORY     - 1953     MONUMENTED       CGS
 AY0821  HISTORY     - 1966     GOOD             USGS
 AY0821  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0821  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0821
 AY0821                          STATION DESCRIPTION
 AY0821
 AY0821'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AY0821'3.5 MI SW FROM SAN ANTONIO.
 AY0821'3.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AY0821'OVERPASS ON INTERSTATE HWY 410, AT SAN ANTONIO, BEXAR COUNTY, 1 MILE
 AY0821'SOUTHWEST OF THE MEDINA RIVER BRIDGE CROSSING AT VON GRAY, 2 POLES
 AY0821'NORTHEAST OF BRIDGE NO. 272.3, 46 FEET NORTHWEST OF THE NORTHWEST
 AY0821'RAIL, 30 FEET SOUTHEAST OF THE CENTERLINE OF QUINTANA ROAD, 3.6 FEET
 AY0821'NORTHWEST OF A TELEGRAPH POLE, 3.6 FEET NORTHWEST OF A WHITE WOODEN
 AY0821'WITNESS POST, AND 2 FEET NORTHWEST OF A FENCE.  A STANDARD DISK,
 AY0821'STAMPED R 524 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AY0821'0.4 FOOT ABOVE THE GROUND.
 AY0821
 AY0821                          STATION RECOVERY (1986)
 AY0821
 AY0821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0821'MARK NOT FOUND.
 AY0821
 AY0821                          STATION RECOVERY (1999)
 AY0821
 AY0821'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0643 ***********************************************************************
 AY0643  DESIGNATION -  R 525
 AY0643  PID         -  AY0643
 AY0643  STATE/COUNTY-  TX/BEXAR
 AY0643  USGS QUAD   -  CULEBRA HILL (1993)
 AY0643
 AY0643                         *CURRENT SURVEY CONTROL
 AY0643  ___________________________________________________________________
 AY0643* NAD 83(1986)-  29 29 06.     (N)    098 40 03.     (W)     SCALED    
 AY0643* NAVD 88     -       252.744  (meters)     829.21   (feet)  POSTED    
 AY0643  ___________________________________________________________________
 AY0643  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AY0643  DYNAMIC HT  -         252.370 (meters)     827.98  (feet)  COMP
 AY0643  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 AY0643
 AY0643  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0643
 AY0643.The horizontal coordinates were scaled from a topographic map and have
 AY0643.an estimated accuracy of +/- 6 seconds.
 AY0643
 AY0643.The orthometric height was determined by differential leveling
 AY0643.and adjusted by the National Geodetic Survey in 1992..
 AY0643.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0643.rate of 0.0 thru 1.0 mm/km.
 AY0643
 AY0643.The geoid height was determined by GEOID03.
 AY0643
 AY0643.The dynamic height is computed by dividing the NAVD 88
 AY0643.geopotential number by the normal gravity value computed on the
 AY0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0643.degrees latitude (g = 980.6199 gals.).
 AY0643
 AY0643.The modeled gravity was interpolated from observed gravity values.
 AY0643
 AY0643;                    North         East    Units  Estimated Accuracy
 AY0643;SPC TXSC     - 4,183,090.      632,240.      MT  (+/- 180 meters Scaled)
 AY0643
 AY0643                          SUPERSEDED SURVEY CONTROL
 AY0643
 AY0643  NGVD 29 (??/??/92)  252.630  (m)          828.84   (f) ADJ UNCH    1 2
 AY0643
 AY0643.Superseded values are not recommended for survey control.
 AY0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0643.See file dsdata.txt to determine how the superseded data were derived.
 AY0643
 AY0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT322617(NAD 83)
 AY0643_MARKER: DB = BENCH MARK DISK
 AY0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0643_STAMPING: R 525 1953
 AY0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0643+STABILITY: SURFACE MOTION
 AY0643
 AY0643  HISTORY     - Date     Condition        Report By
 AY0643  HISTORY     - 1953     MONUMENTED       CGS
 AY0643  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0643  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0643
 AY0643                          STATION DESCRIPTION
 AY0643
 AY0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0643'2.9 MI NW FROM SAN ANTONIO.
 AY0643'2.9 MILES NORTHWEST ALONG CULEBRA ROAD FROM ITS JUNCTION WITH POTRANCO
 AY0643'ROAD AT SAN ANTONIO, AT A JUNCTION WITH TEZEL ROAD, 104 FEET NORTHEAST
 AY0643'OF THE CENTER LINE OF CULEBRA ROAD, 17 FEET SOUTHEAST OF THE CENTER
 AY0643'LINE OF TEZEL ROAD, 4.6 FEET SOUTHWEST OF A POWER POLE, 2 FEET
 AY0643'NORTHEAST OF A WITNESS POST, 2 FEET NORTHWEST OF A FENCE, SET IN THE
 AY0643'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0643
 AY0643                          STATION RECOVERY (1986)
 AY0643
 AY0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0643'MARK NOT FOUND.
 AY0643
 AY0643                          STATION RECOVERY (1999)
 AY0643
 AY0643'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0168 ***********************************************************************
 GK0168  DESIGNATION -  R 526
 GK0168  PID         -  GK0168
 GK0168  STATE/COUNTY-  TX/OCHILTREE
 GK0168  USGS QUAD   -  SOURDOUGH CREEK (1973)
 GK0168
 GK0168                         *CURRENT SURVEY CONTROL
 GK0168  ___________________________________________________________________
 GK0168* NAD 83(1986)-  36 06 02.     (N)    100 49 10.     (W)     SCALED    
 GK0168* NAVD 88     -       915.635  (meters)    3004.05   (feet)  ADJUSTED  
 GK0168  ___________________________________________________________________
 GK0168  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GK0168  DYNAMIC HT  -         914.653 (meters)    3000.82  (feet)  COMP
 GK0168  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 GK0168
 GK0168  VERT ORDER  -  SECOND    CLASS 0
 GK0168
 GK0168.The horizontal coordinates were scaled from a topographic map and have
 GK0168.an estimated accuracy of +/- 6 seconds.
 GK0168
 GK0168.The orthometric height was determined by differential leveling
 GK0168.and adjusted by the National Geodetic Survey in June 1991..
 GK0168
 GK0168.The geoid height was determined by GEOID03.
 GK0168
 GK0168.The dynamic height is computed by dividing the NAVD 88
 GK0168.geopotential number by the normal gravity value computed on the
 GK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0168.degrees latitude (g = 980.6199 gals.).
 GK0168
 GK0168.The modeled gravity was interpolated from observed gravity values.
 GK0168
 GK0168;                    North         East    Units  Estimated Accuracy
 GK0168;SPC TX N     - 1,233,250.      261,280.      MT  (+/- 180 meters Scaled)
 GK0168
 GK0168                          SUPERSEDED SURVEY CONTROL
 GK0168
 GK0168  NGVD 29 (??/??/92)  915.250  (m)         3002.78   (f) ADJ UNCH    2 0
 GK0168
 GK0168.Superseded values are not recommended for survey control.
 GK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0168.See file dsdata.txt to determine how the superseded data were derived.
 GK0168
 GK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE362966(NAD 83)
 GK0168_MARKER: DB = BENCH MARK DISK
 GK0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0168_STAMPING: R 526 1935
 GK0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0168+STABILITY: SURFACE MOTION
 GK0168
 GK0168  HISTORY     - Date     Condition        Report By
 GK0168  HISTORY     - 1935     MONUMENTED       CGS
 GK0168
 GK0168                          STATION DESCRIPTION
 GK0168
 GK0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0168'2.2 MI S FROM BULER.
 GK0168'2.2 MILES SOUTH OF POST OFFICE BY ROAD.  TO REACH FROM BULER GO 2.2
 GK0168'MILES SOUTH ALONG STATE HIGHWAY NO. 4.  AT T ROAD INTERSECTION, AT
 GK0168'POINT WHERE HIGHWAY CURVES EAST AND GRADED ROAD FROM THE WEST
 GK0168'INTERSECTS.  INSIDE THE TRIANGLE FORMED BY ROADS.  92.6 FEET NORTH OF
 GK0168'CENTERLINE OF EAST-WEST ROAD, 67.4 FEET SOUTHWEST OF CENTERLINE OF
 GK0168'HIGHWAY TAKEN FROM CENTER OF CURVE, 52.7 FEET EAST OF CENTERLINE OF
 GK0168'NORTH-SOUTH CUT-OFF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0169 ***********************************************************************
 GK0169  DESIGNATION -  R 526 RESET 1957
 GK0169  PID         -  GK0169
 GK0169  STATE/COUNTY-  TX/OCHILTREE
 GK0169  USGS QUAD   -  SOURDOUGH CREEK (1973)
 GK0169
 GK0169                         *CURRENT SURVEY CONTROL
 GK0169  ___________________________________________________________________
 GK0169* NAD 83(1986)-  36 06 03.     (N)    100 49 11.     (W)     SCALED    
 GK0169* NAVD 88     -       915.75   (+/-2cm)    3004.4    (feet)  VERTCON   
 GK0169  ___________________________________________________________________
 GK0169  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GK0169
 GK0169  VERT ORDER  -  THIRD (See Below)
 GK0169
 GK0169.The horizontal coordinates were scaled from a topographic map and have
 GK0169.an estimated accuracy of +/- 6 seconds.
 GK0169
 GK0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0169.The vertical order pertains to the NGVD 29 superseded value.
 GK0169
 GK0169.The geoid height was determined by GEOID03.
 GK0169
 GK0169;                    North         East    Units  Estimated Accuracy
 GK0169;SPC TX N     - 1,233,280.      261,260.      MT  (+/- 180 meters Scaled)
 GK0169
 GK0169                          SUPERSEDED SURVEY CONTROL
 GK0169
 GK0169  NGVD 29 (??/??/??)  915.36   (m)         3003.1    (f) RESET       3  
 GK0169
 GK0169.Superseded values are not recommended for survey control.
 GK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0169.See file dsdata.txt to determine how the superseded data were derived.
 GK0169
 GK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE361966(NAD 83)
 GK0169_MARKER: DB = BENCH MARK DISK
 GK0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0169_STAMPING: R 256 RESET 1957
 GK0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0169+STABILITY: SURFACE MOTION
 GK0169
 GK0169  HISTORY     - Date     Condition        Report By
 GK0169  HISTORY     - 1957     MONUMENTED       CGS
 GK0169
 GK0169                          STATION DESCRIPTION
 GK0169
 GK0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GK0169'2.5 MI S FROM BULER.
 GK0169'ABOUT 2.5 MILES SOUTH ALONG PAVED HIGHWAY NO. 70 AT THE JUNCTION WITH
 GK0169'F.M. HIGHWAY NO. 2389 LEADING EAST, IN THE SOUTHEAST POINT OF THE
 GK0169'INTERSECTION, 5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 30 FEET
 GK0169'EAST OF A PIPE CATTLE GUARD AND 2 FEET SOUTHWEST OF A BRACED POWER
 GK0169'POLE AND ABOUT 100 YARDS NORTHWEST OF A SMALL WHITE HOUSE.  A STANDARD
 GK0169'DISK STAMPED R 526 RESET 1957 IN A CONCRETE POST WHICH PROJECTS ABOUT
 GK0169'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0199 ***********************************************************************
 GK0199  DESIGNATION -  R 527
 GK0199  PID         -  GK0199
 GK0199  STATE/COUNTY-  TX/OCHILTREE
 GK0199  USGS QUAD   -  PICKETT RANCH CREEK (1973)
 GK0199
 GK0199                         *CURRENT SURVEY CONTROL
 GK0199  ___________________________________________________________________
 GK0199* NAD 83(1986)-  36 02 38.     (N)    100 41 01.     (W)     SCALED    
 GK0199* NAVD 88     -       857.207  (meters)    2812.35   (feet)  ADJUSTED  
 GK0199  ___________________________________________________________________
 GK0199  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GK0199  DYNAMIC HT  -         856.289 (meters)    2809.34  (feet)  COMP
 GK0199  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 GK0199
 GK0199  VERT ORDER  -  SECOND    CLASS 0
 GK0199
 GK0199.The horizontal coordinates were scaled from a topographic map and have
 GK0199.an estimated accuracy of +/- 6 seconds.
 GK0199
 GK0199.The orthometric height was determined by differential leveling
 GK0199.and adjusted by the National Geodetic Survey in June 1991..
 GK0199
 GK0199.The geoid height was determined by GEOID03.
 GK0199
 GK0199.The dynamic height is computed by dividing the NAVD 88
 GK0199.geopotential number by the normal gravity value computed on the
 GK0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0199.degrees latitude (g = 980.6199 gals.).
 GK0199
 GK0199.The modeled gravity was interpolated from observed gravity values.
 GK0199
 GK0199;                    North         East    Units  Estimated Accuracy
 GK0199;SPC TX N     - 1,227,050.      273,570.      MT  (+/- 180 meters Scaled)
 GK0199
 GK0199                          SUPERSEDED SURVEY CONTROL
 GK0199
 GK0199  NGVD 29 (??/??/92)  856.846  (m)         2811.17   (f) ADJ UNCH    2 0
 GK0199
 GK0199.Superseded values are not recommended for survey control.
 GK0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0199.See file dsdata.txt to determine how the superseded data were derived.
 GK0199
 GK0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE483901(NAD 83)
 GK0199_MARKER: DB = BENCH MARK DISK
 GK0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0199_STAMPING: R 527 1935
 GK0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0199+STABILITY: SURFACE MOTION
 GK0199
 GK0199  HISTORY     - Date     Condition        Report By
 GK0199  HISTORY     - 1935     MONUMENTED       CGS
 GK0199  HISTORY     - 1941     GOOD             NGS
 GK0199  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0199
 GK0199                          STATION DESCRIPTION
 GK0199
 GK0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GK0199'5.5 MI W FROM NOTLA.
 GK0199'5.5 MILES WEST ALONG A GRADED HIGHWAY FROM THE OLD STORE BUILDING AT
 GK0199'NOTLA, THENCE 4.2 MILES SOUTH ALONG A TRAIL.  ON A HILL, NEAR A CATTLE
 GK0199'GUARD, ABOUT 800 FEET NORTHWEST OF THE TOP OF A STEEP GRADE, 34.3 FEET
 GK0199'NORTH OF THE CENTERLINE OF THE TRAIL, AND 2.2 FEET WEST OF
 GK0199'THE NORTH-AND-SOUTH SECTION-LINE FENCE.  A STANDARD DISK, STAMPED R
 GK0199'527 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0199
 GK0199                          STATION RECOVERY (1973)
 GK0199
 GK0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0290 ***********************************************************************
 FM0290  DESIGNATION -  R 528
 FM0290  PID         -  FM0290
 FM0290  STATE/COUNTY-  TX/OLDHAM
 FM0290  USGS QUAD   -  ROTTEN HILL (1966)
 FM0290
 FM0290                         *CURRENT SURVEY CONTROL
 FM0290  ___________________________________________________________________
 FM0290* NAD 83(1986)-  35 22 27.     (N)    102 14 50.     (W)     SCALED    
 FM0290* NAVD 88     -      1063.989  (meters)    3490.77   (feet)  ADJUSTED  
 FM0290  ___________________________________________________________________
 FM0290  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 FM0290  DYNAMIC HT  -        1062.731 (meters)    3486.64  (feet)  COMP
 FM0290  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 FM0290
 FM0290  VERT ORDER  -  SECOND    CLASS 0
 FM0290
 FM0290.The horizontal coordinates were scaled from a topographic map and have
 FM0290.an estimated accuracy of +/- 6 seconds.
 FM0290
 FM0290.The orthometric height was determined by differential leveling
 FM0290.and adjusted by the National Geodetic Survey in June 1991..
 FM0290
 FM0290.The geoid height was determined by GEOID03.
 FM0290
 FM0290.The dynamic height is computed by dividing the NAVD 88
 FM0290.geopotential number by the normal gravity value computed on the
 FM0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0290.degrees latitude (g = 980.6199 gals.).
 FM0290
 FM0290.The modeled gravity was interpolated from observed gravity values.
 FM0290
 FM0290;                    North         East    Units  Estimated Accuracy
 FM0290;SPC TX N     - 1,152,700.      132,110.      MT  (+/- 180 meters Scaled)
 FM0290
 FM0290                          SUPERSEDED SURVEY CONTROL
 FM0290
 FM0290  NGVD 29 (??/??/92) 1063.513  (m)         3489.21   (f) ADJ UNCH    2 0
 FM0290
 FM0290.Superseded values are not recommended for survey control.
 FM0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0290.See file dsdata.txt to determine how the superseded data were derived.
 FM0290
 FM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV500180(NAD 83)
 FM0290_MARKER: DB = BENCH MARK DISK
 FM0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0290_STAMPING: R-528 1935
 FM0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0290+STABILITY: SURFACE MOTION
 FM0290
 FM0290  HISTORY     - Date     Condition        Report By
 FM0290  HISTORY     - 1935     MONUMENTED       CGS
 FM0290  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0290
 FM0290                          STATION DESCRIPTION
 FM0290
 FM0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0290'16.4 MI NE FROM WILDORADO.
 FM0290'TO REACH BENCHMARK GO 0.5 MILE NORTH FROM POST-OFFICE ALONG GOOD
 FM0290'GRADED ROAD, THENCE 0.1 MILE EAST, THENCE 0.7 MILE NORTH TO WIRE GATE,
 FM0290'THENCE 1.0 MILE NORTHEAST TO RANCH HOUSE, THENCE 12.3 MILES NORTHEAST
 FM0290'ALONG IMPROVED TRAIL TO CATTLE GUARD AND JUNCTION OF THREE TRAILS.
 FM0290'PAINTED ON THE NORTH GATE-POST IS USBM 3561.7.  THENCE ALONG
 FM0290'UNIMPROVED TRAIL 1.8 MILES EAST.  BENCHMARK IS SET ON TOP OF HILL
 FM0290'APPROXIMATELY 400 FEET SOUTHWEST OF WEST END OF CANYON.  BEING 27.0
 FM0290'FEET NORTH OF CENTER-LINE OF TRAIL, AND 22.0 FEET SOUTHEAST OF SMALL
 FM0290'COTTONWOOD TREE.
 FM0290
 FM0290                          STATION RECOVERY (1966)
 FM0290
 FM0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0710 ***********************************************************************
 FL0710  DESIGNATION -  R 529
 FL0710  PID         -  FL0710
 FL0710  STATE/COUNTY-  TX/HUTCHINSON
 FL0710  USGS QUAD   -  PLEMONS (1978)
 FL0710
 FL0710                         *CURRENT SURVEY CONTROL
 FL0710  ___________________________________________________________________
 FL0710* NAD 83(1986)-  35 48 54.     (N)    101 16 35.     (W)     SCALED    
 FL0710* NAVD 88     -       827.909  (meters)    2716.23   (feet)  ADJUSTED  
 FL0710  ___________________________________________________________________
 FL0710  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FL0710  DYNAMIC HT  -         826.985 (meters)    2713.20  (feet)  COMP
 FL0710  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 FL0710
 FL0710  VERT ORDER  -  SECOND    CLASS 0
 FL0710
 FL0710.The horizontal coordinates were scaled from a topographic map and have
 FL0710.an estimated accuracy of +/- 6 seconds.
 FL0710
 FL0710.The orthometric height was determined by differential leveling
 FL0710.and adjusted by the National Geodetic Survey in June 1991..
 FL0710
 FL0710.The geoid height was determined by GEOID03.
 FL0710
 FL0710.The dynamic height is computed by dividing the NAVD 88
 FL0710.geopotential number by the normal gravity value computed on the
 FL0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0710.degrees latitude (g = 980.6199 gals.).
 FL0710
 FL0710.The modeled gravity was interpolated from observed gravity values.
 FL0710
 FL0710;                    North         East    Units  Estimated Accuracy
 FL0710;SPC TX N     - 1,201,380.      220,210.      MT  (+/- 180 meters Scaled)
 FL0710
 FL0710                          SUPERSEDED SURVEY CONTROL
 FL0710
 FL0710  NGVD 29 (??/??/92)  827.473  (m)         2714.80   (f) ADJ UNCH    2 0
 FL0710
 FL0710.Superseded values are not recommended for survey control.
 FL0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0710.See file dsdata.txt to determine how the superseded data were derived.
 FL0710
 FL0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE943658(NAD 83)
 FL0710_MARKER: DB = BENCH MARK DISK
 FL0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0710_STAMPING: R 529 1935
 FL0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0710+STABILITY: SURFACE MOTION
 FL0710
 FL0710  HISTORY     - Date     Condition        Report By
 FL0710  HISTORY     - 1935     MONUMENTED       CGS
 FL0710  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0710  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0710
 FL0710                          STATION DESCRIPTION
 FL0710
 FL0710'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0710'2.7 MI NE FROM PLEMONS.
 FL0710'2.7 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM THE POST OFFICE AT
 FL0710'PLEMONS, 0.3 MILE SOUTH OF TWO POINTED HILLS, 147 FEET WEST OF A
 FL0710'CROSSING OVER MOORES CREEK, AND 63 FEET EAST OF THE CENTERLINE OF THE
 FL0710'ROAD.  A STANDARD DISK, STAMPED R 529 1935 AND SET IN THE TOP OF A
 FL0710'CONCRETE POST.  NOTE-- THE AREA WAS SEARCHED NEAR THE MOORES CREEK
 FL0710'CROSSING.
 FL0710
 FL0710                          STATION RECOVERY (1971)
 FL0710
 FL0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1145 ***********************************************************************
 AW1145  DESIGNATION -  R 53
 AW1145  PID         -  AW1145
 AW1145  STATE/COUNTY-  TX/BRAZORIA
 AW1145  USGS QUAD   -  MUSTANG BAYOU (1974)
 AW1145
 AW1145                         *CURRENT SURVEY CONTROL
 AW1145  ___________________________________________________________________
 AW1145* NAD 83(1986)-  29 22 01.     (N)    095 12 30.     (W)     SCALED    
 AW1145* NAVD 88     -         9.59   (+/-2cm)      31.5    (feet)  VERTCON   
 AW1145  ___________________________________________________________________
 AW1145  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW1145
 AW1145  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1145
 AW1145.The horizontal coordinates were scaled from a topographic map and have
 AW1145.an estimated accuracy of +/- 6 seconds.
 AW1145
 AW1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1145.The vertical order pertains to the NGVD 29 superseded value.
 AW1145
 AW1145.The geoid height was determined by GEOID03.
 AW1145
 AW1145;                    North         East    Units  Estimated Accuracy
 AW1145;SPC TXSC     - 4,175,930.      968,030.      MT  (+/- 180 meters Scaled)
 AW1145
 AW1145                          SUPERSEDED SURVEY CONTROL
 AW1145
 AW1145  NGVD 29 (??/??/92)    9.589  (m)           31.46   (f) ADJ UNCH    1 1
 AW1145
 AW1145.Superseded values are not recommended for survey control.
 AW1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1145.See file dsdata.txt to determine how the superseded data were derived.
 AW1145
 AW1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN856506(NAD 83)
 AW1145_MARKER: DB = BENCH MARK DISK
 AW1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1145_STAMPING: R 53 1918 ELEV 33.32 FT.
 AW1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1145+STABILITY: SURFACE MOTION
 AW1145
 AW1145  HISTORY     - Date     Condition        Report By
 AW1145  HISTORY     - 1918     MONUMENTED       CGS
 AW1145  HISTORY     - 1973     GOOD             NGS
 AW1145  HISTORY     - 1978     GOOD             NGS
 AW1145
 AW1145                          STATION DESCRIPTION
 AW1145
 AW1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1145'3.3 MI SW FROM ALGOA.
 AW1145'3.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1145'NORTHWEST APEX OF A TRIANGLE FORMED BY THE JUNCTION OF THE ATCHISON,
 AW1145'TOPEKA AND SANTA FE RAILWAY AT ALGOA, 0.15 MILE SOUTHWEST OF THE
 AW1145'CROSSING OF A PRIVATE ROAD, 37.0 FEET NORTHWEST OF THE NORTHWEST RAIL,
 AW1145'123 FEET NORTHEAST OF A 4-INCH IRON POST BEARING A HIGH PRESSURE GAS
 AW1145'LINE SIGN, 5 1/2 FEET SOUTH OF MILEPOLE 340, 8.6 FEET SOUTHEAST OF A
 AW1145'FENCE, 0.5 FOOT NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 AW1145'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 AW1145'ABOVE THE GROUND.
 AW1145
 AW1145                          STATION RECOVERY (1978)
 AW1145
 AW1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0524 ***********************************************************************
 FL0524  DESIGNATION -  R 530
 FL0524  PID         -  FL0524
 FL0524  STATE/COUNTY-  TX/ROBERTS
 FL0524  USGS QUAD   -  HORSE CREEK NORTH (1972)
 FL0524
 FL0524                         *CURRENT SURVEY CONTROL
 FL0524  ___________________________________________________________________
 FL0524* NAD 83(1986)-  35 58 59.     (N)    100 41 44.     (W)     SCALED    
 FL0524* NAVD 88     -       745.017  (meters)    2444.28   (feet)  ADJUSTED  
 FL0524  ___________________________________________________________________
 FL0524  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FL0524  DYNAMIC HT  -         744.228 (meters)    2441.69  (feet)  COMP
 FL0524  MODELED GRAV-     979,549.7   (mgal)                       NAVD 88
 FL0524
 FL0524  VERT ORDER  -  SECOND    CLASS 0
 FL0524
 FL0524.The horizontal coordinates were scaled from a topographic map and have
 FL0524.an estimated accuracy of +/- 6 seconds.
 FL0524
 FL0524.The orthometric height was determined by differential leveling
 FL0524.and adjusted by the National Geodetic Survey in June 1991..
 FL0524
 FL0524.The geoid height was determined by GEOID03.
 FL0524
 FL0524.The dynamic height is computed by dividing the NAVD 88
 FL0524.geopotential number by the normal gravity value computed on the
 FL0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0524.degrees latitude (g = 980.6199 gals.).
 FL0524
 FL0524.The modeled gravity was interpolated from observed gravity values.
 FL0524
 FL0524;                    North         East    Units  Estimated Accuracy
 FL0524;SPC TX N     - 1,220,290.      272,540.      MT  (+/- 180 meters Scaled)
 FL0524
 FL0524                          SUPERSEDED SURVEY CONTROL
 FL0524
 FL0524  NGVD 29 (??/??/92)  744.667  (m)         2443.13   (f) ADJ UNCH    2 0
 FL0524
 FL0524.Superseded values are not recommended for survey control.
 FL0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0524.See file dsdata.txt to determine how the superseded data were derived.
 FL0524
 FL0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE471833(NAD 83)
 FL0524_MARKER: DB = BENCH MARK DISK
 FL0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0524_STAMPING: R 530 1935
 FL0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0524+STABILITY: SURFACE MOTION
 FL0524
 FL0524  HISTORY     - Date     Condition        Report By
 FL0524  HISTORY     - 1935     MONUMENTED       CGS
 FL0524  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0524
 FL0524                          STATION DESCRIPTION
 FL0524
 FL0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0524'22.9 MI NW FROM CANADIAN.
 FL0524'IN ROBERTS COUNTY, 9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE
 FL0524'POST OFFICE AT CANADIAN, HEMPHILL COUNTY, THENCE 13.9 MILES WEST ALONG
 FL0524'A ROAD.  2.3 MILES WEST OF THE JUNCTION OF A ROAD LEADING TO THE J.W.
 FL0524'BOWEN RANCH, 21.4 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 3.7
 FL0524'FEET NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED R 530
 FL0524'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0524
 FL0524                          STATION RECOVERY (1971)
 FL0524
 FL0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0387 ***********************************************************************
 FM0387  DESIGNATION -  R 532
 FM0387  PID         -  FM0387
 FM0387  STATE/COUNTY-  TX/OLDHAM
 FM0387  USGS QUAD   -  LANDERGIN (1966)
 FM0387
 FM0387                         *CURRENT SURVEY CONTROL
 FM0387  ___________________________________________________________________
 FM0387* NAD 83(1986)-  35 17 04.     (N)    102 31 58.     (W)     SCALED    
 FM0387* NAVD 88     -      1231.028  (meters)    4038.80   (feet)  ADJUSTED  
 FM0387  ___________________________________________________________________
 FM0387  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 FM0387  DYNAMIC HT  -        1229.546 (meters)    4033.94  (feet)  COMP
 FM0387  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 FM0387
 FM0387  VERT ORDER  -  SECOND    CLASS 0
 FM0387
 FM0387.The horizontal coordinates were scaled from a topographic map and have
 FM0387.an estimated accuracy of +/- 6 seconds.
 FM0387
 FM0387.The orthometric height was determined by differential leveling
 FM0387.and adjusted by the National Geodetic Survey in June 1991..
 FM0387
 FM0387.The geoid height was determined by GEOID03.
 FM0387
 FM0387.The dynamic height is computed by dividing the NAVD 88
 FM0387.geopotential number by the normal gravity value computed on the
 FM0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0387.degrees latitude (g = 980.6199 gals.).
 FM0387
 FM0387.The modeled gravity was interpolated from observed gravity values.
 FM0387
 FM0387;                    North         East    Units  Estimated Accuracy
 FM0387;SPC TX N     - 1,142,980.      106,060.      MT  (+/- 180 meters Scaled)
 FM0387
 FM0387                          SUPERSEDED SURVEY CONTROL
 FM0387
 FM0387  NGVD 29 (??/??/92) 1230.492  (m)         4037.04   (f) ADJ UNCH    2 0
 FM0387
 FM0387.Superseded values are not recommended for survey control.
 FM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0387.See file dsdata.txt to determine how the superseded data were derived.
 FM0387
 FM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV243073(NAD 83)
 FM0387_MARKER: DB = BENCH MARK DISK
 FM0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0387_STAMPING: R 532 1935
 FM0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0387+STABILITY: SURFACE MOTION
 FM0387
 FM0387  HISTORY     - Date     Condition        Report By
 FM0387  HISTORY     - 1935     MONUMENTED       CGS
 FM0387  HISTORY     - 1966     GOOD             USGS
 FM0387
 FM0387                          STATION DESCRIPTION
 FM0387
 FM0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0387'7.8 MI NW FROM VEGA.
 FM0387'TO REACH FROM VEGA POST OFFICE GO 6.3 MILES WEST ALONG U.S. HIGHWAY
 FM0387'NO. 66 TO ABOUT MILE POST 801.2 ON ROCK ISLAND RAILROAD, THENCE NORTH
 FM0387'ALONG TRAIL FOR 1.5 MILES.  1.2 MILES NORTHEAST OF SMALL STUCCO RANCH
 FM0387'HOUSE, ON THE WEST EDGE OF SMALL VALLEY, AT POINT WHERE TRAIL PASSES
 FM0387'THROUGH FENCE INTO LARGE PASTURE.  54 FEET EAST OF CENTERLINE OF
 FM0387'TRAIL, 45 FEET EAST OF EAST GATE POST, AND 3 FEET NORTH OF EAST AND
 FM0387'WEST FENCE LINE.
 FM0387
 FM0387                          STATION RECOVERY (1966)
 FM0387
 FM0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1375 ***********************************************************************
 FL1375  DESIGNATION -  R 533
 FL1375  PID         -  FL1375
 FL1375  STATE/COUNTY-  TX/CARSON
 FL1375  USGS QUAD   -  SANFORD (1970)
 FL1375
 FL1375                         *CURRENT SURVEY CONTROL
 FL1375  ___________________________________________________________________
 FL1375* NAD 83(1986)-  35 40 06.     (N)    101 35 35.     (W)     SCALED    
 FL1375* NAVD 88     -       959.726  (meters)    3148.70   (feet)  ADJUSTED  
 FL1375  ___________________________________________________________________
 FL1375  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 FL1375  DYNAMIC HT  -         958.632 (meters)    3145.11  (feet)  COMP
 FL1375  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 FL1375
 FL1375  VERT ORDER  -  SECOND    CLASS 0
 FL1375
 FL1375.The horizontal coordinates were scaled from a topographic map and have
 FL1375.an estimated accuracy of +/- 6 seconds.
 FL1375
 FL1375.The orthometric height was determined by differential leveling
 FL1375.and adjusted by the National Geodetic Survey in June 1991..
 FL1375
 FL1375.The geoid height was determined by GEOID03.
 FL1375
 FL1375.The dynamic height is computed by dividing the NAVD 88
 FL1375.geopotential number by the normal gravity value computed on the
 FL1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1375.degrees latitude (g = 980.6199 gals.).
 FL1375
 FL1375.The modeled gravity was interpolated from observed gravity values.
 FL1375
 FL1375;                    North         East    Units  Estimated Accuracy
 FL1375;SPC TX N     - 1,185,080.      191,580.      MT  (+/- 180 meters Scaled)
 FL1375
 FL1375                          SUPERSEDED SURVEY CONTROL
 FL1375
 FL1375  NGVD 29 (??/??/92)  959.271  (m)         3147.21   (f) ADJ UNCH    2 0
 FL1375
 FL1375.Superseded values are not recommended for survey control.
 FL1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1375.See file dsdata.txt to determine how the superseded data were derived.
 FL1375
 FL1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE652502(NAD 83)
 FL1375_MARKER: DB = BENCH MARK DISK
 FL1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1375_STAMPING: R-533 1935
 FL1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1375+STABILITY: SURFACE MOTION
 FL1375
 FL1375  HISTORY     - Date     Condition        Report By
 FL1375  HISTORY     - 1935     MONUMENTED       CGS
 FL1375
 FL1375                          STATION DESCRIPTION
 FL1375
 FL1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1375'1.7 MI N FROM FRITCH.
 FL1375'1.7 MILES NORTH OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED
 FL1375'BETWEEN TWO LONG CUTS AT END OF DEEP CANYON.  5 RAIL LENGTHS SOUTH OF
 FL1375'MILE POST NO. 39.  APPROXIMATELY 0.1 MILE NORTHEAST OF PIPE LINE
 FL1375'BOOSTER STATION.  103 FEET EAST OF EAST RAIL.  3.3 FEET EAST OF
 FL1375'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0223 ***********************************************************************
 FM0223  DESIGNATION -  R 534
 FM0223  PID         -  FM0223
 FM0223  STATE/COUNTY-  TX/OLDHAM
 FM0223  USGS QUAD   -  TORREY HOUSE (1971)
 FM0223
 FM0223                         *CURRENT SURVEY CONTROL
 FM0223  ___________________________________________________________________
 FM0223* NAD 83(1986)-  35 35 12.     (N)    102 29 58.     (W)     SCALED    
 FM0223* NAVD 88     -      1039.161  (meters)    3409.31   (feet)  POSTED    
 FM0223  ___________________________________________________________________
 FM0223  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 FM0223  DYNAMIC HT  -        1037.940 (meters)    3405.31  (feet)  COMP
 FM0223  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 FM0223
 FM0223  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FM0223
 FM0223.The horizontal coordinates were scaled from a topographic map and have
 FM0223.an estimated accuracy of +/- 6 seconds.
 FM0223
 FM0223.The orthometric height was determined by differential leveling
 FM0223.and adjusted by the National Geodetic Survey in 1992..
 FM0223.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FM0223.rate of 0.0 thru 1.0 mm/km.
 FM0223
 FM0223.The geoid height was determined by GEOID03.
 FM0223
 FM0223.The dynamic height is computed by dividing the NAVD 88
 FM0223.geopotential number by the normal gravity value computed on the
 FM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0223.degrees latitude (g = 980.6199 gals.).
 FM0223
 FM0223.The modeled gravity was interpolated from observed gravity values.
 FM0223
 FM0223;                    North         East    Units  Estimated Accuracy
 FM0223;SPC TX N     - 1,176,480.      109,430.      MT  (+/- 180 meters Scaled)
 FM0223
 FM0223                          SUPERSEDED SURVEY CONTROL
 FM0223
 FM0223  NGVD 29 (??/??/92) 1038.658  (m)         3407.66   (f) ADJ UNCH    2 0
 FM0223
 FM0223.Superseded values are not recommended for survey control.
 FM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0223.See file dsdata.txt to determine how the superseded data were derived.
 FM0223
 FM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV265409(NAD 83)
 FM0223_MARKER: DB = BENCH MARK DISK
 FM0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0223_STAMPING: R 534 1935
 FM0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0223+STABILITY: SURFACE MOTION
 FM0223
 FM0223  HISTORY     - Date     Condition        Report By
 FM0223  HISTORY     - 1935     MONUMENTED       CGS
 FM0223  HISTORY     - 1971     GOOD             USGS
 FM0223
 FM0223                          STATION DESCRIPTION
 FM0223
 FM0223'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0223'26.7 MI NE FROM ADRIAN.
 FM0223'TO REACH FROM THE JCT OF US HWY 385 AND TEXAS 354 IN CHANNING GO S ON
 FM0223'US HWY 385 FOR 2.0 MI TO THE JCT WITH A GRADED DIRT ROAD SOUTH, TURN
 FM0223'RIGHT AND FOLLOW ROAD AND RR SOUTH FOR 3.7 MI, THENCE WEST ACROSS RR
 FM0223'FOR 1.2 MI TO THE RH FULTON RANCH HEADQUARTERS, CONTINUE WESTERLY ON
 FM0223'PRIVATE RANCH ROAD, AT 1.3 MI CROSS CATTLEGUARD AT 2.6 MI CROSS
 FM0223'ANOTHER CG, AT 3.5 MI PASS BY A WINDMILL ON THE LEFT, AT 4.0 MI CROSS
 FM0223'A WIDE SAND WASH. AT 4.3 MI X-RD, MAKE 30 DEGREE TURN TO RIGHT ON FORK
 FM0223'LEADING NW, AT 5.2 MI CROSS CG, CONTINUE NORTHWESTERLY, AT 7.2 MI
 FM0223'CROSS CG ABOUT 600 FT SOUTH OF A CORRAL KNOWN AS THE RED PENS,
 FM0223'CONTINUE ON MAIN RD SW FOR 0.35 MI TO AN OLD ABANDONED ROAD ON LEFT
 FM0223'RUNNING S-SW AND DIVERGING FROM PRESENT RD AT ABOUT A 10 DEGREE ANGLE,
 FM0223'TAKE ABANDONED RD S-SW FOR 1.1 MI TO THE BM ON THE RIGHT.  BM IS 530
 FM0223'FT N OF A SAND WASH AND 9 FT W. OF ABD ROAD.  A STD DISK STAMPED R 534
 FM0223'1935 SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1023 ***********************************************************************
 FL1023  DESIGNATION -  R 536
 FL1023  PID         -  FL1023
 FL1023  STATE/COUNTY-  TX/CARSON
 FL1023  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1023
 FL1023                         *CURRENT SURVEY CONTROL
 FL1023  ___________________________________________________________________
 FL1023* NAD 83(1986)-  35 19 02.     (N)    101 26 32.     (W)     SCALED    
 FL1023* NAVD 88     -      1063.801  (meters)    3490.15   (feet)  ADJUSTED  
 FL1023  ___________________________________________________________________
 FL1023  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1023  DYNAMIC HT  -        1062.546 (meters)    3486.04  (feet)  COMP
 FL1023  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 FL1023
 FL1023  VERT ORDER  -  SECOND    CLASS 0
 FL1023
 FL1023.The horizontal coordinates were scaled from a topographic map and have
 FL1023.an estimated accuracy of +/- 6 seconds.
 FL1023
 FL1023.The orthometric height was determined by differential leveling
 FL1023.and adjusted by the National Geodetic Survey in June 1991..
 FL1023
 FL1023.The geoid height was determined by GEOID03.
 FL1023
 FL1023.The dynamic height is computed by dividing the NAVD 88
 FL1023.geopotential number by the normal gravity value computed on the
 FL1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1023.degrees latitude (g = 980.6199 gals.).
 FL1023
 FL1023.The modeled gravity was interpolated from observed gravity values.
 FL1023
 FL1023;                    North         East    Units  Estimated Accuracy
 FL1023;SPC TX N     - 1,146,130.      205,250.      MT  (+/- 180 meters Scaled)
 FL1023
 FL1023                          SUPERSEDED SURVEY CONTROL
 FL1023
 FL1023  NGVD 29 (??/??/92) 1063.290  (m)         3488.48   (f) ADJ UNCH    2 0
 FL1023
 FL1023.Superseded values are not recommended for survey control.
 FL1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1023.See file dsdata.txt to determine how the superseded data were derived.
 FL1023
 FL1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE779109(NAD 83)
 FL1023_MARKER: DB = BENCH MARK DISK
 FL1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1023_STAMPING: R 536 1935
 FL1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1023+STABILITY: SURFACE MOTION
 FL1023
 FL1023  HISTORY     - Date     Condition        Report By
 FL1023  HISTORY     - 1935     MONUMENTED       CGS
 FL1023
 FL1023                          STATION DESCRIPTION
 FL1023
 FL1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1023'4.1 MI W FROM PANHANDLE.
 FL1023'ALONG THE SANTE FE RAILROAD BETWEEN PANHANDLE AND LEE.  5 1/2 RAILS
 FL1023'WEST OF MILE POST 530, BETWEEN THE RAILROAD TRACKS AND STATE HIGHWAY
 FL1023'NO 33.  59 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 41 FEET NORTH OF
 FL1023'CENTERLINE OF HIGHWAY.  IN TELEGRAPH POLE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0157 ***********************************************************************
 FM0157  DESIGNATION -  R 538
 FM0157  PID         -  FM0157
 FM0157  STATE/COUNTY-  TX/MOORE
 FM0157  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0157
 FM0157                         *CURRENT SURVEY CONTROL
 FM0157  ___________________________________________________________________
 FM0157* NAD 83(1986)-  35 45 53.     (N)    102 07 30.     (W)     SCALED    
 FM0157* NAVD 88     -      1149.805  (meters)    3772.32   (feet)  ADJUSTED  
 FM0157  ___________________________________________________________________
 FM0157  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FM0157  DYNAMIC HT  -        1148.451 (meters)    3767.88  (feet)  COMP
 FM0157  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 FM0157
 FM0157  VERT ORDER  -  SECOND    CLASS 0
 FM0157
 FM0157.The horizontal coordinates were scaled from a topographic map and have
 FM0157.an estimated accuracy of +/- 6 seconds.
 FM0157
 FM0157.The orthometric height was determined by differential leveling
 FM0157.and adjusted by the National Geodetic Survey in June 1991..
 FM0157
 FM0157.The geoid height was determined by GEOID03.
 FM0157
 FM0157.The dynamic height is computed by dividing the NAVD 88
 FM0157.geopotential number by the normal gravity value computed on the
 FM0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0157.degrees latitude (g = 980.6199 gals.).
 FM0157
 FM0157.The modeled gravity was interpolated from observed gravity values.
 FM0157
 FM0157;                    North         East    Units  Estimated Accuracy
 FM0157;SPC TX N     - 1,195,950.      143,490.      MT  (+/- 180 meters Scaled)
 FM0157
 FM0157                          SUPERSEDED SURVEY CONTROL
 FM0157
 FM0157  NGVD 29 (??/??/92) 1149.245  (m)         3770.48   (f) ADJ UNCH    2 0
 FM0157
 FM0157.Superseded values are not recommended for survey control.
 FM0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0157.See file dsdata.txt to determine how the superseded data were derived.
 FM0157
 FM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV599616(NAD 83)
 FM0157_MARKER: DB = BENCH MARK DISK
 FM0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0157_SP_SET: BUILDING
 FM0157_STAMPING: R-538 1935
 FM0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0157
 FM0157  HISTORY     - Date     Condition        Report By
 FM0157  HISTORY     - 1935     MONUMENTED       CGS
 FM0157
 FM0157                          STATION DESCRIPTION
 FM0157
 FM0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0157'14.8 MI SW FROM DUMAS.
 FM0157'TO REACH BENCHMARK FROM COURT HOUSE GO 0.5 MILE SOUTH ALONG HIGHWAY
 FM0157'NO. 9, THENCE 2.4 MILES WEST TO SOUTH TURN IN ROAD, CONTINUE THENCE
 FM0157'WEST 1.0 MILE ALONG TRAIL AND POLE LINE, THENCE SOUTH ALONG FENCE AND
 FM0157'POLE LINE 1.9 MILES TO JUNCTION OF TRAIL AND ROAD, CONTINUE THENCE
 FM0157'SOUTH ALONG GRADED ROAD 1.1 MILES TO ROAD JUNCTION, THENCE WEST 4.9
 FM0157'MILES TO FENCE CROSSING ROAD, THENCE SOUTH ALONG TRAIL 3.0 MILES.
 FM0157'BENCHMARK IS SET VERTICALLY IN THE FRONT FACE OF MIDDLE WELLS SCHOOL
 FM0157'BUILDING DISTRICT NO. 3.  BEING 23.7 FEET SOUTH OF EAST ENTRANCE TO
 FM0157'BUILDING, 5.4 FEET ABOVE LEVEL OF GROUND, AND 2.1 FEET NORTH OF THE
 FM0157'SOUTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0351 ***********************************************************************
 AW0351  DESIGNATION -  R 54
 AW0351  PID         -  AW0351
 AW0351  STATE/COUNTY-  TX/HARRIS
 AW0351  USGS QUAD   -  SETTEGAST (1995)
 AW0351
 AW0351                         *CURRENT SURVEY CONTROL
 AW0351  ___________________________________________________________________
 AW0351* NAD 83(1986)-  29 46 34.     (N)    095 20 37.     (W)     SCALED    
 AW0351* NAVD 88     -        14.172  (meters)      46.50   (feet)  ADJUSTED  
 AW0351  ___________________________________________________________________
 AW0351  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0351  DYNAMIC HT  -          14.153 (meters)      46.43  (feet)  COMP
 AW0351  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 AW0351
 AW0351  VERT ORDER  -  FIRST     CLASS II
 AW0351
 AW0351.The horizontal coordinates were scaled from a topographic map and have
 AW0351.an estimated accuracy of +/- 6 seconds.
 AW0351
 AW0351.The orthometric height was determined by differential leveling
 AW0351.and adjusted by the National Geodetic Survey in June 1991..
 AW0351
 AW0351.The geoid height was determined by GEOID03.
 AW0351
 AW0351.The dynamic height is computed by dividing the NAVD 88
 AW0351.geopotential number by the normal gravity value computed on the
 AW0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0351.degrees latitude (g = 980.6199 gals.).
 AW0351
 AW0351.The modeled gravity was interpolated from observed gravity values.
 AW0351
 AW0351;                    North         East    Units  Estimated Accuracy
 AW0351;SPC TXSC     - 4,220,840.      953,490.      MT  (+/- 180 meters Scaled)
 AW0351
 AW0351                          SUPERSEDED SURVEY CONTROL
 AW0351
 AW0351  NGVD 29 (12/23/87)   14.168  (m)           46.48   (f) ADJUSTED    1 2
 AW0351
 AW0351.Superseded values are not recommended for survey control.
 AW0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0351.See file dsdata.txt to determine how the superseded data were derived.
 AW0351
 AW0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN734962(NAD 83)
 AW0351_MARKER: DB = BENCH MARK DISK
 AW0351_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0351+WITH SETTING: PAVEMENT
 AW0351_SP_SET: BATTERY BOX FOUNDATION
 AW0351_STAMPING: R 54 1918 ELEV 52.86 FT
 AW0351_MARK LOGO: CGS   
 AW0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0351+STABILITY: SURFACE MOTION
 AW0351
 AW0351  HISTORY     - Date     Condition        Report By
 AW0351  HISTORY     - 1918     MONUMENTED       CGS
 AW0351  HISTORY     - 1972     GOOD             NGS
 AW0351  HISTORY     - 1978     GOOD             NGS
 AW0351  HISTORY     - 1983     GOOD             NGS
 AW0351  HISTORY     - 1986     GOOD             NGS
 AW0351  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0351  HISTORY     - 19910316 GOOD             USPSQD
 AW0351  HISTORY     - 19960921 GOOD             USPSQD
 AW0351
 AW0351                          STATION DESCRIPTION
 AW0351
 AW0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0351'1.85 MI NE FROM HOUSTON.
 AW0351'ABOUT 1.85 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0351'SOUTHERN PACIFIC RAILROAD STATION, SET IN THE TOP OF A 2 1/2 FOOT BY
 AW0351'10 FOOT CONCRETE FOUNDATION, ABOUT 217 YARDS SOUTHWEST OF THE JENSEN
 AW0351'DRIVE UNDERPASS, 121.7 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF
 AW0351'STEVENS ST., 20 FEET NORTHWEST OF THE NORTHWEST RAIL, 3.7 FEET EAST OF
 AW0351'THE EAST CORNER OF THE CONCRETE FOUNDATION OF A BATTERY BOX, 0.4 FOOT
 AW0351'NORTHWEST OF THE SOUTHEAST SIDE OF THE FOUNDATION, AND ABOUT 1 FOOT
 AW0351'BELOW THE LEVEL OF THE RAIL.
 AW0351
 AW0351                          STATION RECOVERY (1978)
 AW0351
 AW0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0351'RECOVERED IN GOOD CONDITION.
 AW0351
 AW0351                          STATION RECOVERY (1983)
 AW0351
 AW0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0351'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0351'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0351'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0351'SOUTHERN PACIFIC RAILROAD, THENCE 2.2 KM (1.4 MI) NORTHEAST ALONG THE
 AW0351'RAILROAD, SET IN THE TOP OF A 0.76 METERS (2.5 FT) BY 3.0 METERS
 AW0351'(10.0 FT) DIMENSION CONCRETE FOUNDATION OF AN OLD BATTERY BOX, ABOUT
 AW0351'217 YARDS SOUTHWEST OF THE JENSEN DRIVE UNDERPASS, 37.09 METERS
 AW0351'(121.7 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF STEVENS STREET,
 AW0351'6.09 METERS (20.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS,
 AW0351'1.13 METERS (3.7 FT) EAST OF THE EAST CORNER OF THE CONCRETE
 AW0351'FOUNDATION, AND 0.12 METERS (0.4 FT) NORTHWEST OF THE SOUTHEAST SIDE
 AW0351'OF THE CONCRETE FOUNDATION.
 AW0351'THE MARK IS 0.3 M BELOW RAILROAD TRACKS.
 AW0351
 AW0351                          STATION RECOVERY (1986)
 AW0351
 AW0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0351'RECOVERED IN GOOD CONDITION.
 AW0351
 AW0351                          STATION RECOVERY (1990)
 AW0351
 AW0351'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0351'MARK NOT FOUND.
 AW0351
 AW0351                          STATION RECOVERY (1991)
 AW0351
 AW0351'RECOVERY NOTE BY US POWER SQUADRON 1991 (GCM)
 AW0351'RECOVERED IN GOOD CONDITION.
 AW0351
 AW0351                          STATION RECOVERY (1996)
 AW0351
 AW0351'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0365 ***********************************************************************
 FM0365  DESIGNATION -  R 540
 FM0365  PID         -  FM0365
 FM0365  STATE/COUNTY-  TX/RANDALL
 FM0365  USGS QUAD   -  BIVINS LAKE (1984)
 FM0365
 FM0365                         *CURRENT SURVEY CONTROL
 FM0365  ___________________________________________________________________
 FM0365* NAD 83(1986)-  35 00 52.     (N)    102 05 47.     (W)     SCALED    
 FM0365* NAVD 88     -      1140.180  (meters)    3740.74   (feet)  ADJUSTED  
 FM0365  ___________________________________________________________________
 FM0365  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 FM0365  DYNAMIC HT  -        1138.783 (meters)    3736.16  (feet)  COMP
 FM0365  MODELED GRAV-     979,369.7   (mgal)                       NAVD 88
 FM0365
 FM0365  VERT ORDER  -  SECOND    CLASS 0
 FM0365
 FM0365.The horizontal coordinates were scaled from a topographic map and have
 FM0365.an estimated accuracy of +/- 6 seconds.
 FM0365
 FM0365.The orthometric height was determined by differential leveling
 FM0365.and adjusted by the National Geodetic Survey in June 1991..
 FM0365
 FM0365.The geoid height was determined by GEOID03.
 FM0365
 FM0365.The dynamic height is computed by dividing the NAVD 88
 FM0365.geopotential number by the normal gravity value computed on the
 FM0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0365.degrees latitude (g = 980.6199 gals.).
 FM0365
 FM0365.The modeled gravity was interpolated from observed gravity values.
 FM0365
 FM0365;                    North         East    Units  Estimated Accuracy
 FM0365;SPC TX N     - 1,112,700.      145,570.      MT  (+/- 180 meters Scaled)
 FM0365
 FM0365                          SUPERSEDED SURVEY CONTROL
 FM0365
 FM0365  NGVD 29 (??/??/92) 1139.674  (m)         3739.08   (f) ADJ UNCH    2 0
 FM0365
 FM0365.Superseded values are not recommended for survey control.
 FM0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0365.See file dsdata.txt to determine how the superseded data were derived.
 FM0365
 FM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU649784(NAD 83)
 FM0365_MARKER: DB = BENCH MARK DISK
 FM0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0365_STAMPING: R 540 1935
 FM0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0365+STABILITY: SURFACE MOTION
 FM0365
 FM0365  HISTORY     - Date     Condition        Report By
 FM0365  HISTORY     - 1935     MONUMENTED       CGS
 FM0365  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0365  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0365  HISTORY     - 1984     MARK NOT FOUND   NGS
 FM0365
 FM0365                          STATION DESCRIPTION
 FM0365
 FM0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0365'4.5 MI NE FROM UMBARGER.
 FM0365'4.5 MILES NORTHEAST OF UMBARGER, RANDALL COUNTY, FROM THE POST OFFICE
 FM0365'0.6 MILE EAST ALONG U. S. HIGHWAY 60, THENCE 3.9 MILES NORTH ALONG A
 FM0365'GRADED ROAD, 0.8 MILE SOUTH OF A CREEK AND AN IRON BRIDGE, 0.2 MILE
 FM0365'SOUTH OF THE SOUTH END OF A CUT, AT THE SOUTH END OF A SMALL VALLEY
 FM0365'SLOPING NORTH TO THE CREEK, IN A FENCE CORNER AT THE TOP OF A HILL, AT
 FM0365'THE INTERSECTION OF A GRADED ROAD, 44 FEET EAST OF THE CENTERLINE OF
 FM0365'THE NORTH-AND-SOUTH ROAD, 21.9 FEET SOUTH OF THE CENTERLINE OF THE
 FM0365'EAST-AND-WEST ROAD, 29 FEET SOUTHEAST OF THE FENCE CORNER, AND SET IN
 FM0365'THE TOP OF A CONCRETE POST.
 FM0365
 FM0365                          STATION RECOVERY (1961)
 FM0365
 FM0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0365'MARK NOT FOUND.
 FM0365
 FM0365                          STATION RECOVERY (1980)
 FM0365
 FM0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0365'MARK NOT FOUND.
 FM0365
 FM0365                          STATION RECOVERY (1984)
 FM0365
 FM0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FM0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0732 ***********************************************************************
 FL0732  DESIGNATION -  R 541
 FL0732  PID         -  FL0732
 FL0732  STATE/COUNTY-  TX/DEAF SMITH
 FL0732  USGS QUAD   -  GARDEN SPRINGS (1971)
 FL0732
 FL0732                         *CURRENT SURVEY CONTROL
 FL0732  ___________________________________________________________________
 FL0732* NAD 83(1986)-  35 52 46.     (N)    101 04 26.     (W)     SCALED    
 FL0732* NAVD 88     -       810.429  (meters)    2658.88   (feet)  ADJUSTED  
 FL0732  ___________________________________________________________________
 FL0732  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FL0732  DYNAMIC HT  -         809.552 (meters)    2656.01  (feet)  COMP
 FL0732  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 FL0732
 FL0732  VERT ORDER  -  SECOND    CLASS 0
 FL0732
 FL0732.The horizontal coordinates were scaled from a topographic map and have
 FL0732.an estimated accuracy of +/- 6 seconds.
 FL0732
 FL0732.The orthometric height was determined by differential leveling
 FL0732.and adjusted by the National Geodetic Survey in June 1991..
 FL0732
 FL0732.The geoid height was determined by GEOID03.
 FL0732
 FL0732.The dynamic height is computed by dividing the NAVD 88
 FL0732.geopotential number by the normal gravity value computed on the
 FL0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0732.degrees latitude (g = 980.6199 gals.).
 FL0732
 FL0732.The modeled gravity was interpolated from observed gravity values.
 FL0732
 FL0732;                    North         East    Units  Estimated Accuracy
 FL0732;SPC TX N     - 1,208,590.      238,480.      MT  (+/- 180 meters Scaled)
 FL0732
 FL0732                          SUPERSEDED SURVEY CONTROL
 FL0732
 FL0732  NGVD 29 (??/??/92)  810.035  (m)         2657.59   (f) ADJ UNCH    2 0
 FL0732
 FL0732.Superseded values are not recommended for survey control.
 FL0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0732.See file dsdata.txt to determine how the superseded data were derived.
 FL0732
 FL0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE127725(NAD 83)
 FL0732_MARKER: DB = BENCH MARK DISK
 FL0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0732_STAMPING: R 541 1935
 FL0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0732+STABILITY: SURFACE MOTION
 FL0732
 FL0732  HISTORY     - Date     Condition        Report By
 FL0732  HISTORY     - 1935     MONUMENTED       CGS
 FL0732  HISTORY     - 1961     GOOD             USGS
 FL0732
 FL0732                          STATION DESCRIPTION
 FL0732
 FL0732'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FL0732'6.0 MI S FROM WILDORADO.
 FL0732'IN DEAF SMITH COUNTY, 6.0 MILES SOUTH ALONG R R ROAD 809 FROM THE
 FL0732'CHICAGO, ROCK ISLAND AND PACIFIC STATION WILDORADO, OLDHAM COUNTY. 0.4
 FL0732'MILES NORTH OF THE PALO DURO BAPTISH CHURCH.  59 FEET EAST OF THE
 FL0732'CENTER LINE OF R.R. ROAD 809 AND 1.4 FEET NORTH OF AN EAST-WEST FENCE,
 FL0732'AND 20 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST. A
 FL0732'STANDARD DISK. STAMPED R 541 1935 AND SET IN THE TOP OF A CONCRETE
 FL0732'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0578 ***********************************************************************
 FL0578  DESIGNATION -  R 543
 FL0578  PID         -  FL0578
 FL0578  STATE/COUNTY-  TX/ROBERTS
 FL0578  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL0578
 FL0578                         *CURRENT SURVEY CONTROL
 FL0578  ___________________________________________________________________
 FL0578* NAD 83(1986)-  35 47 51.     (N)    100 36 40.     (W)     SCALED    
 FL0578* NAVD 88     -       901.846  (meters)    2958.81   (feet)  ADJUSTED  
 FL0578  ___________________________________________________________________
 FL0578  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FL0578  DYNAMIC HT  -         900.855 (meters)    2955.56  (feet)  COMP
 FL0578  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 FL0578
 FL0578  VERT ORDER  -  SECOND    CLASS 0
 FL0578
 FL0578.The horizontal coordinates were scaled from a topographic map and have
 FL0578.an estimated accuracy of +/- 6 seconds.
 FL0578
 FL0578.The orthometric height was determined by differential leveling
 FL0578.and adjusted by the National Geodetic Survey in June 1991..
 FL0578
 FL0578.The geoid height was determined by GEOID03.
 FL0578
 FL0578.The dynamic height is computed by dividing the NAVD 88
 FL0578.geopotential number by the normal gravity value computed on the
 FL0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0578.degrees latitude (g = 980.6199 gals.).
 FL0578
 FL0578.The modeled gravity was interpolated from observed gravity values.
 FL0578
 FL0578;                    North         East    Units  Estimated Accuracy
 FL0578;SPC TX N     - 1,199,770.      280,340.      MT  (+/- 180 meters Scaled)
 FL0578
 FL0578                          SUPERSEDED SURVEY CONTROL
 FL0578
 FL0578  NGVD 29 (??/??/92)  901.456  (m)         2957.53   (f) ADJ UNCH    2 0
 FL0578
 FL0578.Superseded values are not recommended for survey control.
 FL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0578.See file dsdata.txt to determine how the superseded data were derived.
 FL0578
 FL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE544626(NAD 83)
 FL0578_MARKER: DB = BENCH MARK DISK
 FL0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0578_STAMPING: R 543 1935
 FL0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0578+STABILITY: SURFACE MOTION
 FL0578
 FL0578  HISTORY     - Date     Condition        Report By
 FL0578  HISTORY     - 1935     MONUMENTED       CGS
 FL0578  HISTORY     - 1972     GOOD             USGS
 FL0578
 FL0578                          STATION DESCRIPTION
 FL0578
 FL0578'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0578'12.0 MI NE FROM MIAMI.
 FL0578'4.9 MILES NW ALONG STATE HWY.  283, THENCE 7.1 MILES NE ALONG GRADED
 FL0578'RD., FROM THE POST OFFICE AT MIAMI, 70.4 FT. E OF T-FE. S., 43.5 FT.
 FL0578'W. OF THE CENTERLINE OF ROAD AND CATTLE GUARD, 33.0 FT. W. OF THE W.
 FL0578'END OF THE CATTLE GUARD, AND 3.5 FT. S. OF THE E-W FE.  A STANDARD
 FL0578'DISK STAMPED R 543 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0555 ***********************************************************************
 FL0555  DESIGNATION -  R 544
 FL0555  PID         -  FL0555
 FL0555  STATE/COUNTY-  TX/ROBERTS
 FL0555  USGS QUAD   -  HORSE CREEK NORTH (1972)
 FL0555
 FL0555                         *CURRENT SURVEY CONTROL
 FL0555  ___________________________________________________________________
 FL0555* NAD 83(1986)-  35 57 10.     (N)    100 43 10.     (W)     SCALED    
 FL0555* NAVD 88     -       764.751  (meters)    2509.02   (feet)  ADJUSTED  
 FL0555  ___________________________________________________________________
 FL0555  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FL0555  DYNAMIC HT  -         763.939 (meters)    2506.36  (feet)  COMP
 FL0555  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 FL0555
 FL0555  VERT ORDER  -  SECOND    CLASS 0
 FL0555
 FL0555.The horizontal coordinates were scaled from a topographic map and have
 FL0555.an estimated accuracy of +/- 6 seconds.
 FL0555
 FL0555.The orthometric height was determined by differential leveling
 FL0555.and adjusted by the National Geodetic Survey in June 1991..
 FL0555
 FL0555.The geoid height was determined by GEOID03.
 FL0555
 FL0555.The dynamic height is computed by dividing the NAVD 88
 FL0555.geopotential number by the normal gravity value computed on the
 FL0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0555.degrees latitude (g = 980.6199 gals.).
 FL0555
 FL0555.The modeled gravity was interpolated from observed gravity values.
 FL0555
 FL0555;                    North         East    Units  Estimated Accuracy
 FL0555;SPC TX N     - 1,216,920.      270,420.      MT  (+/- 180 meters Scaled)
 FL0555
 FL0555                          SUPERSEDED SURVEY CONTROL
 FL0555
 FL0555  NGVD 29 (??/??/92)  764.393  (m)         2507.85   (f) ADJ UNCH    2 0
 FL0555
 FL0555.Superseded values are not recommended for survey control.
 FL0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0555.See file dsdata.txt to determine how the superseded data were derived.
 FL0555
 FL0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE449800(NAD 83)
 FL0555_MARKER: DB = BENCH MARK DISK
 FL0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0555_STAMPING: R 544 1935
 FL0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0555+STABILITY: SURFACE MOTION
 FL0555
 FL0555  HISTORY     - Date     Condition        Report By
 FL0555  HISTORY     - 1935     MONUMENTED       CGS
 FL0555  HISTORY     - 1972     GOOD             USGS
 FL0555
 FL0555                          STATION DESCRIPTION
 FL0555
 FL0555'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0555'24.0 MI NW FROM MIAMI.
 FL0555'11.0 MI. NW ALONG FARM ROAD 283, FROM THE POST OFFICE AT MIAMI,
 FL0555'ROBERTS, CO., THENCE 12.6 MI. N ALONG A GRADED RD., 231 FT. W. AND 31
 FL0555'FT. N. OF RD. AT CATTLE GUARD, 31 FT. N AND 3.8 FT. E. OF T-FE. N.,
 FL0555'3.8 FT. E. OF A METAL WITNESS SIGN.  A STANDARD DISK STAMPED R 544
 FL0555'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0971 ***********************************************************************
 FL0971  DESIGNATION -  R 545
 FL0971  PID         -  FL0971
 FL0971  STATE/COUNTY-  TX/CARSON
 FL0971  USGS QUAD   -  CUYLER (1978)
 FL0971
 FL0971                         *CURRENT SURVEY CONTROL
 FL0971  ___________________________________________________________________
 FL0971* NAD 83(1986)-  35 26 21.     (N)    101 15 26.     (W)     SCALED    
 FL0971* NAVD 88     -      1039.000  (meters)    3408.79   (feet)  ADJUSTED  
 FL0971  ___________________________________________________________________
 FL0971  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL0971  DYNAMIC HT  -        1037.811 (meters)    3404.88  (feet)  COMP
 FL0971  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 FL0971
 FL0971  VERT ORDER  -  SECOND    CLASS 0
 FL0971
 FL0971.The horizontal coordinates were scaled from a topographic map and have
 FL0971.an estimated accuracy of +/- 6 seconds.
 FL0971
 FL0971.The orthometric height was determined by differential leveling
 FL0971.and adjusted by the National Geodetic Survey in June 1991..
 FL0971
 FL0971.The geoid height was determined by GEOID03.
 FL0971
 FL0971.The dynamic height is computed by dividing the NAVD 88
 FL0971.geopotential number by the normal gravity value computed on the
 FL0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0971.degrees latitude (g = 980.6199 gals.).
 FL0971
 FL0971.The modeled gravity was interpolated from observed gravity values.
 FL0971
 FL0971;                    North         East    Units  Estimated Accuracy
 FL0971;SPC TX N     - 1,159,680.      222,040.      MT  (+/- 180 meters Scaled)
 FL0971
 FL0971                          SUPERSEDED SURVEY CONTROL
 FL0971
 FL0971  NGVD 29 (??/??/92) 1038.53   (m)         3407.2    (f) COMPUTED    2 0
 FL0971
 FL0971.Superseded values are not recommended for survey control.
 FL0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0971.See file dsdata.txt to determine how the superseded data were derived.
 FL0971
 FL0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE951240(NAD 83)
 FL0971_MARKER: DB = BENCH MARK DISK
 FL0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0971_STAMPING: R 545 1935
 FL0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0971+STABILITY: SURFACE MOTION
 FL0971
 FL0971  HISTORY     - Date     Condition        Report By
 FL0971  HISTORY     - 1935     MONUMENTED       CGS
 FL0971  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0971
 FL0971                          STATION DESCRIPTION
 FL0971
 FL0971'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0971'5.7 MI SW FROM WHITE DEER.
 FL0971'5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 FL0971'WHITE DEER, CARSON COUNTY, 3.2 MILES NORTH ALONG A GRADED ROAD.  0.8
 FL0971'MILE NORTH OF A RANCH HOUSE, 0.3 MILE SOUTH OF A ROAD JUNCTION, 25.3
 FL0971'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1.2 FEET WEST OF THE
 FL0971'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 545 1935 AND SET IN
 FL0971'THE TOP OF A CONCRETE POST.  NOTE-- MARK WAS PROBABLY DESTROYED BY
 FL0971'FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0691 ***********************************************************************
 FL0691  DESIGNATION -  R 546
 FL0691  PID         -  FL0691
 FL0691  STATE/COUNTY-  TX/ROBERTS
 FL0691  USGS QUAD   -  MIAMI (1972)
 FL0691
 FL0691                         *CURRENT SURVEY CONTROL
 FL0691  ___________________________________________________________________
 FL0691* NAD 83(1986)-  35 41 02.     (N)    100 37 55.     (W)     SCALED    
 FL0691* NAVD 88     -       852.839  (meters)    2798.02   (feet)  ADJUSTED  
 FL0691  ___________________________________________________________________
 FL0691  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FL0691  DYNAMIC HT  -         851.898 (meters)    2794.94  (feet)  COMP
 FL0691  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 FL0691
 FL0691  VERT ORDER  -  SECOND    CLASS 0
 FL0691
 FL0691.The horizontal coordinates were scaled from a topographic map and have
 FL0691.an estimated accuracy of +/- 6 seconds.
 FL0691
 FL0691.The orthometric height was determined by differential leveling
 FL0691.and adjusted by the National Geodetic Survey in June 1991..
 FL0691
 FL0691.The geoid height was determined by GEOID03.
 FL0691
 FL0691.The dynamic height is computed by dividing the NAVD 88
 FL0691.geopotential number by the normal gravity value computed on the
 FL0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0691.degrees latitude (g = 980.6199 gals.).
 FL0691
 FL0691.The modeled gravity was interpolated from observed gravity values.
 FL0691
 FL0691;                    North         East    Units  Estimated Accuracy
 FL0691;SPC TX N     - 1,187,150.      278,570.      MT  (+/- 180 meters Scaled)
 FL0691
 FL0691                          SUPERSEDED SURVEY CONTROL
 FL0691
 FL0691  NGVD 29 (??/??/92)  852.455  (m)         2796.76   (f) ADJ UNCH    2 0
 FL0691
 FL0691.Superseded values are not recommended for survey control.
 FL0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0691.See file dsdata.txt to determine how the superseded data were derived.
 FL0691
 FL0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE523501(NAD 83)
 FL0691_MARKER: DB = BENCH MARK DISK
 FL0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0691_STAMPING: R 546 1935
 FL0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0691+STABILITY: SURFACE MOTION
 FL0691
 FL0691  HISTORY     - Date     Condition        Report By
 FL0691  HISTORY     - 1935     MONUMENTED       CGS
 FL0691  HISTORY     - 1972     GOOD             USGS
 FL0691
 FL0691                          STATION DESCRIPTION
 FL0691
 FL0691'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0691'0.6 MI S FROM MIAMI.
 FL0691'0.6 MI. S. ALONG FARM ROAD 748 FROM THE PO AT MIAMI, ROBERTS CO. 68
 FL0691'FT. E. OF THE CENTERLINE OF FR 748, 23 FT. E. OF E. ROW FE., 78 FT. SW
 FL0691'OF ANGLE FE. COR., 41 FT. W. OF W. ROW FE. OF OLD RD., 340 FT. NE OF
 FL0691'THE NE COR. YARD FE. A STANDARD DISK, STAMPED R 546 1935 AND SET IN
 FL0691'THE TOP OF A CONCRETE POST.  23 FT. E. OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0649 ***********************************************************************
 FL0649  DESIGNATION -  R 547
 FL0649  PID         -  FL0649
 FL0649  STATE/COUNTY-  TX/GRAY
 FL0649  USGS QUAD   -  HOOVER (1967)
 FL0649
 FL0649                         *CURRENT SURVEY CONTROL
 FL0649  ___________________________________________________________________
 FL0649* NAD 83(1986)-  35 32 56.     (N)    100 52 11.     (W)     SCALED    
 FL0649* NAVD 88     -       971.123  (meters)    3186.09   (feet)  ADJUSTED  
 FL0649  ___________________________________________________________________
 FL0649  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0649  DYNAMIC HT  -         970.053 (meters)    3182.58  (feet)  COMP
 FL0649  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 FL0649
 FL0649  VERT ORDER  -  SECOND    CLASS 0
 FL0649
 FL0649.The horizontal coordinates were scaled from a topographic map and have
 FL0649.an estimated accuracy of +/- 6 seconds.
 FL0649
 FL0649.The orthometric height was determined by differential leveling
 FL0649.and adjusted by the National Geodetic Survey in June 1991..
 FL0649
 FL0649.The geoid height was determined by GEOID03.
 FL0649
 FL0649.The dynamic height is computed by dividing the NAVD 88
 FL0649.geopotential number by the normal gravity value computed on the
 FL0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0649.degrees latitude (g = 980.6199 gals.).
 FL0649
 FL0649.The modeled gravity was interpolated from observed gravity values.
 FL0649
 FL0649;                    North         East    Units  Estimated Accuracy
 FL0649;SPC TX N     - 1,172,010.      257,150.      MT  (+/- 180 meters Scaled)
 FL0649
 FL0649                          SUPERSEDED SURVEY CONTROL
 FL0649
 FL0649  NGVD 29 (??/??/92)  970.708  (m)         3184.73   (f) ADJ UNCH    2 0
 FL0649
 FL0649.Superseded values are not recommended for survey control.
 FL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0649.See file dsdata.txt to determine how the superseded data were derived.
 FL0649
 FL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE305355(NAD 83)
 FL0649_MARKER: B = BOLT
 FL0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0649_STAMPING: R 547 1935
 FL0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0649+STABILITY: SURFACE MOTION
 FL0649
 FL0649  HISTORY     - Date     Condition        Report By
 FL0649  HISTORY     - 1935     MONUMENTED       CGS
 FL0649  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0649
 FL0649                          STATION DESCRIPTION
 FL0649
 FL0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0649'5.0 MI E FROM PAMPA.
 FL0649'5.0 MILES EAST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0649'S.F. RAILROAD BETWEEN PAMPA AND LAKETON, AT MILE POST NO. 5.  0.6 MILE
 FL0649'WEST OF LARGE GRAY HOUSE WHICH IS LOCATED ON TOP OF HILL, AT EAST END
 FL0649'OF R.R. CUT.  72.6 FEET SOUTHEAST OF MILE POST 5, 32.1 FEET SOUTH OF
 FL0649'SOUTH RAIL, 24.8 FEET NORTH OF RIGHT OF WAY FENCE.
 FL0649
 FL0649                          STATION RECOVERY (1963)
 FL0649
 FL0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0095 ***********************************************************************
 FL0095  DESIGNATION -  R 548
 FL0095  PID         -  FL0095
 FL0095  STATE/COUNTY-  TX/WHEELER
 FL0095  USGS QUAD   -  MOBEETIE (1963)
 FL0095
 FL0095                         *CURRENT SURVEY CONTROL
 FL0095  ___________________________________________________________________
 FL0095* NAD 83(1986)-  35 35 24.     (N)    100 27 03.     (W)     SCALED    
 FL0095* NAVD 88     -       848.644  (meters)    2784.26   (feet)  ADJUSTED  
 FL0095  ___________________________________________________________________
 FL0095  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FL0095  DYNAMIC HT  -         847.717 (meters)    2781.22  (feet)  COMP
 FL0095  MODELED GRAV-     979,512.9   (mgal)                       NAVD 88
 FL0095
 FL0095  VERT ORDER  -  SECOND    CLASS 0
 FL0095
 FL0095.The horizontal coordinates were scaled from a topographic map and have
 FL0095.an estimated accuracy of +/- 6 seconds.
 FL0095
 FL0095.The orthometric height was determined by differential leveling
 FL0095.and adjusted by the National Geodetic Survey in June 1991..
 FL0095
 FL0095.The geoid height was determined by GEOID03.
 FL0095
 FL0095.The dynamic height is computed by dividing the NAVD 88
 FL0095.geopotential number by the normal gravity value computed on the
 FL0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0095.degrees latitude (g = 980.6199 gals.).
 FL0095
 FL0095.The modeled gravity was interpolated from observed gravity values.
 FL0095
 FL0095;                    North         East    Units  Estimated Accuracy
 FL0095;SPC TX N     - 1,176,890.      295,070.      MT  (+/- 180 meters Scaled)
 FL0095
 FL0095                          SUPERSEDED SURVEY CONTROL
 FL0095
 FL0095  NGVD 29 (??/??/92)  848.289  (m)         2783.09   (f) ADJ UNCH    2 0
 FL0095
 FL0095.Superseded values are not recommended for survey control.
 FL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0095.See file dsdata.txt to determine how the superseded data were derived.
 FL0095
 FL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE685394(NAD 83)
 FL0095_MARKER: DB = BENCH MARK DISK
 FL0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0095_STAMPING: R 548 1935
 FL0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0095+STABILITY: SURFACE MOTION
 FL0095
 FL0095  HISTORY     - Date     Condition        Report By
 FL0095  HISTORY     - 1935     MONUMENTED       CGS
 FL0095  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0095
 FL0095                          STATION DESCRIPTION
 FL0095
 FL0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0095'4.0 MI N FROM MOBEETIE.
 FL0095'TO REACH FROM MOBEETIE POST OFFICE GO 1.0 MILES NORTH, THENCE 1.0
 FL0095'MILES WEST, THENCE 2.0 MILES NORTH, ALONG GRADED ROADS.  AT TOP OF
 FL0095'HILL.  37.6 FEET SOUTHWEST OF CENTER OF ROAD INTERSECTION, 31.7 FEET
 FL0095'WEST OF CENTERLINE OF GRADED ROAD, 19.2 FEET SOUTH OF CENTERLINE OF
 FL0095'EAST-WEST ROAD, AND 1.9 FEET EAST OF RIGHT OF WAY FENCE.
 FL0095
 FL0095                          STATION RECOVERY (1963)
 FL0095
 FL0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0438 ***********************************************************************
 FL0438  DESIGNATION -  R 550
 FL0438  PID         -  FL0438
 FL0438  STATE/COUNTY-  TX/GRAY
 FL0438  USGS QUAD   -  DEEP LAKE (1968)
 FL0438
 FL0438                         *CURRENT SURVEY CONTROL
 FL0438  ___________________________________________________________________
 FL0438* NAD 83(1986)-  35 20 35.     (N)    100 57 21.     (W)     SCALED    
 FL0438* NAVD 88     -       990.063  (meters)    3248.23   (feet)  ADJUSTED  
 FL0438  ___________________________________________________________________
 FL0438  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL0438  DYNAMIC HT  -         988.965 (meters)    3244.63  (feet)  COMP
 FL0438  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 FL0438
 FL0438  VERT ORDER  -  SECOND    CLASS 0
 FL0438
 FL0438.The horizontal coordinates were scaled from a topographic map and have
 FL0438.an estimated accuracy of +/- 6 seconds.
 FL0438
 FL0438.The orthometric height was determined by differential leveling
 FL0438.and adjusted by the National Geodetic Survey in June 1991..
 FL0438
 FL0438.The geoid height was determined by GEOID03.
 FL0438
 FL0438.The dynamic height is computed by dividing the NAVD 88
 FL0438.geopotential number by the normal gravity value computed on the
 FL0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0438.degrees latitude (g = 980.6199 gals.).
 FL0438
 FL0438.The modeled gravity was interpolated from observed gravity values.
 FL0438
 FL0438;                    North         East    Units  Estimated Accuracy
 FL0438;SPC TX N     - 1,149,130.      249,460.      MT  (+/- 180 meters Scaled)
 FL0438
 FL0438                          SUPERSEDED SURVEY CONTROL
 FL0438
 FL0438  NGVD 29 (??/??/92)  989.647  (m)         3246.87   (f) ADJ UNCH    2 0
 FL0438
 FL0438.Superseded values are not recommended for survey control.
 FL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0438.See file dsdata.txt to determine how the superseded data were derived.
 FL0438
 FL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE222128(NAD 83)
 FL0438_MARKER: DB = BENCH MARK DISK
 FL0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0438_STAMPING: R 550 1935
 FL0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0438+STABILITY: SURFACE MOTION
 FL0438
 FL0438  HISTORY     - Date     Condition        Report By
 FL0438  HISTORY     - 1935     MONUMENTED       CGS
 FL0438  HISTORY     - 1943     GOOD             NGS
 FL0438
 FL0438                          STATION DESCRIPTION
 FL0438
 FL0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0438'13.0 MI N FROM JERICHO.
 FL0438'IN GRAY COUNTY, 12.0 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE POST
 FL0438'OFFICE AT JERICHO, THENCE 1.0 MILE EAST ALONG A GRADED ROAD.  79.5
 FL0438'FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 72.6 FEET WEST OF
 FL0438'THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 28.4 FEET NORTH OF THE
 FL0438'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 2.3 FEET SOUTH OF THE
 FL0438'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 550 1935 AND SET IN
 FL0438'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0942 ***********************************************************************
 FL0942  DESIGNATION -  R 551
 FL0942  PID         -  FL0942
 FL0942  STATE/COUNTY-  TX/GRAY
 FL0942  USGS QUAD   -  KINGSMILL (1966)
 FL0942
 FL0942                         *CURRENT SURVEY CONTROL
 FL0942  ___________________________________________________________________
 FL0942* NAD 83(1986)-  35 23 11.     (N)    101 00 14.     (W)     SCALED    
 FL0942* NAVD 88     -       995.734  (meters)    3266.84   (feet)  ADJUSTED  
 FL0942  ___________________________________________________________________
 FL0942  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL0942  DYNAMIC HT  -         994.627 (meters)    3263.21  (feet)  COMP
 FL0942  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 FL0942
 FL0942  VERT ORDER  -  SECOND    CLASS 0
 FL0942
 FL0942.The horizontal coordinates were scaled from a topographic map and have
 FL0942.an estimated accuracy of +/- 6 seconds.
 FL0942
 FL0942.The orthometric height was determined by differential leveling
 FL0942.and adjusted by the National Geodetic Survey in June 1991..
 FL0942
 FL0942.The geoid height was determined by GEOID03.
 FL0942
 FL0942.The dynamic height is computed by dividing the NAVD 88
 FL0942.geopotential number by the normal gravity value computed on the
 FL0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0942.degrees latitude (g = 980.6199 gals.).
 FL0942
 FL0942.The modeled gravity was interpolated from observed gravity values.
 FL0942
 FL0942;                    North         East    Units  Estimated Accuracy
 FL0942;SPC TX N     - 1,153,910.      245,070.      MT  (+/- 180 meters Scaled)
 FL0942
 FL0942                          SUPERSEDED SURVEY CONTROL
 FL0942
 FL0942  NGVD 29 (??/??/92)  995.311  (m)         3265.45   (f) ADJ UNCH    2 0
 FL0942
 FL0942.Superseded values are not recommended for survey control.
 FL0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0942.See file dsdata.txt to determine how the superseded data were derived.
 FL0942
 FL0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE179177(NAD 83)
 FL0942_MARKER: DB = BENCH MARK DISK
 FL0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0942_STAMPING: R 551 1935
 FL0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0942+STABILITY: SURFACE MOTION
 FL0942
 FL0942  HISTORY     - Date     Condition        Report By
 FL0942  HISTORY     - 1935     MONUMENTED       CGS
 FL0942  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0942
 FL0942                          STATION DESCRIPTION
 FL0942
 FL0942'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0942'0.3 MI E FROM KINGS MILL.
 FL0942'0.3 MILE EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT KINGS MILL,
 FL0942'GRAY COUNTY, 7.0 MILES SOUTH AND 2.9 MILES EAST ALONG OTHER GRADED
 FL0942'ROADS.  1.8 MILES WEST OF STATE HIGHWAY 18, 35.8 FEET NORTH OF THE
 FL0942'CENTERLINE OF THE ROAD, AND 1.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FL0942'A STANDARD DISK, STAMPED R 551 1935 AND SET IN THE TOP OF A CONCRETE
 FL0942'POST.  NOTE-- PROBABLEY DESTROYED BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0849 ***********************************************************************
 FL0849  DESIGNATION -  R 552
 FL0849  PID         -  FL0849
 FL0849  STATE/COUNTY-  TX/CARSON
 FL0849  USGS QUAD   -  SKELLYTOWN (1978)
 FL0849
 FL0849                         *CURRENT SURVEY CONTROL
 FL0849  ___________________________________________________________________
 FL0849* NAD 83(1986)-  35 31 07.     (N)    101 10 32.     (W)     SCALED    
 FL0849* NAVD 88     -      1017.881  (meters)    3339.50   (feet)  ADJUSTED  
 FL0849  ___________________________________________________________________
 FL0849  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL0849  DYNAMIC HT  -        1016.749 (meters)    3335.78  (feet)  COMP
 FL0849  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 FL0849
 FL0849  VERT ORDER  -  SECOND    CLASS 0
 FL0849
 FL0849.The horizontal coordinates were scaled from a topographic map and have
 FL0849.an estimated accuracy of +/- 6 seconds.
 FL0849
 FL0849.The orthometric height was determined by differential leveling
 FL0849.and adjusted by the National Geodetic Survey in June 1991..
 FL0849
 FL0849.The geoid height was determined by GEOID03.
 FL0849
 FL0849.The dynamic height is computed by dividing the NAVD 88
 FL0849.geopotential number by the normal gravity value computed on the
 FL0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0849.degrees latitude (g = 980.6199 gals.).
 FL0849
 FL0849.The modeled gravity was interpolated from observed gravity values.
 FL0849
 FL0849;                    North         East    Units  Estimated Accuracy
 FL0849;SPC TX N     - 1,168,520.      229,430.      MT  (+/- 180 meters Scaled)
 FL0849
 FL0849                          SUPERSEDED SURVEY CONTROL
 FL0849
 FL0849  NGVD 29 (??/??/92) 1017.449  (m)         3338.08   (f) ADJ UNCH    2 0
 FL0849
 FL0849.Superseded values are not recommended for survey control.
 FL0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0849.See file dsdata.txt to determine how the superseded data were derived.
 FL0849
 FL0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE027327(NAD 83)
 FL0849_MARKER: DB = BENCH MARK DISK
 FL0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0849_STAMPING: R 552 1935
 FL0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0849+STABILITY: SURFACE MOTION
 FL0849
 FL0849  HISTORY     - Date     Condition        Report By
 FL0849  HISTORY     - 1935     MONUMENTED       CGS
 FL0849
 FL0849                          STATION DESCRIPTION
 FL0849
 FL0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0849'3.5 MI S FROM SKELLYTOWN.
 FL0849'3.5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0849'STATION AT SKELLYTOWN, CARSON COUNTY, 0.6 MILE NORTH OF MILEPOST 6, 21
 FL0849'RAILS NORTH OF A ROAD CROSSING, 45 FEET WEST OF THE WEST RAIL, 16 FEET
 FL0849'SOUTH OF A POLE, AND 4.5 FEET EAST OF THE RIGHT-OF-WAY FENCE. A
 FL0849'STANDARD DISK, STAMPED R 552 1935 AND SET IN THE TOP OF A CONCRETE
 FL0849'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0420 ***********************************************************************
 FL0420  DESIGNATION -  R 553
 FL0420  PID         -  FL0420
 FL0420  STATE/COUNTY-  TX/GRAY
 FL0420  USGS QUAD   -  ALANREED (1976)
 FL0420
 FL0420                         *CURRENT SURVEY CONTROL
 FL0420  ___________________________________________________________________
 FL0420* NAD 83(1986)-  35 14 29.     (N)    100 42 30.     (W)     SCALED    
 FL0420* NAVD 88     -       873.834  (meters)    2866.90   (feet)  ADJUSTED  
 FL0420  ___________________________________________________________________
 FL0420  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL0420  DYNAMIC HT  -         872.884 (meters)    2863.79  (feet)  COMP
 FL0420  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 FL0420
 FL0420  VERT ORDER  -  SECOND    CLASS 0
 FL0420
 FL0420.The horizontal coordinates were scaled from a topographic map and have
 FL0420.an estimated accuracy of +/- 6 seconds.
 FL0420
 FL0420.The orthometric height was determined by differential leveling
 FL0420.and adjusted by the National Geodetic Survey in June 1991..
 FL0420
 FL0420.The geoid height was determined by GEOID03.
 FL0420
 FL0420.The dynamic height is computed by dividing the NAVD 88
 FL0420.geopotential number by the normal gravity value computed on the
 FL0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0420.degrees latitude (g = 980.6199 gals.).
 FL0420
 FL0420.The modeled gravity was interpolated from observed gravity values.
 FL0420
 FL0420;                    North         East    Units  Estimated Accuracy
 FL0420;SPC TX N     - 1,138,000.      272,050.      MT  (+/- 180 meters Scaled)
 FL0420
 FL0420                          SUPERSEDED SURVEY CONTROL
 FL0420
 FL0420  NGVD 29 (??/??/92)  873.473  (m)         2865.72   (f) ADJ UNCH    2 0
 FL0420
 FL0420.Superseded values are not recommended for survey control.
 FL0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0420.See file dsdata.txt to determine how the superseded data were derived.
 FL0420
 FL0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE445011(NAD 83)
 FL0420_MARKER: DB = BENCH MARK DISK
 FL0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0420_STAMPING: R 553 1943
 FL0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0420+STABILITY: SURFACE MOTION
 FL0420
 FL0420  HISTORY     - Date     Condition        Report By
 FL0420  HISTORY     - 1943     MONUMENTED       CGS
 FL0420
 FL0420                          STATION DESCRIPTION
 FL0420
 FL0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0420'5.6 MI NE FROM ALANREED.
 FL0420'5.6 MILES NORTHEAST OF ALANREED, GRAY COUNTY.  THIS BENCH MARK MAY BE
 FL0420'REACHED FROM THE POST OFFICE BY GOING 2.6 MILES EAST ALONG U.S.
 FL0420'HIGHWAY 66, THENCE 2.0 MILES NORTH AND 1.0 MILE WEST ALONG GRADED
 FL0420'ROADS.  IT IS 107 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FL0420'FARMHOUSE, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 35 FEET WEST
 FL0420'OF A ROW OF SMALL TREES, AND IN THE CORNER OF A CULTIVATED FIELD.  A
 FL0420'STANDARD DISK STAMPED R 553 1935 AND SET IN THE TOP OF A CONCRETE
 FL0420'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1252 ***********************************************************************
 BL1252  DESIGNATION -  R 555
 BL1252  PID         -  BL1252
 BL1252  STATE/COUNTY-  TX/MONTGOMERY
 BL1252  USGS QUAD   -  CONROE (1976)
 BL1252
 BL1252                         *CURRENT SURVEY CONTROL
 BL1252  ___________________________________________________________________
 BL1252* NAD 83(1993)-  30 21 08.56538(N)    095 25 18.16445(W)     ADJUSTED  
 BL1252* NAVD 88     -        74.458  (meters)     244.28   (feet)  ADJUSTED  
 BL1252  ___________________________________________________________________
 BL1252  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BL1252  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1252  DYNAMIC HT  -          74.359 (meters)     243.96  (feet)  COMP
 BL1252  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 BL1252
 BL1252  HORZ ORDER  -  SECOND
 BL1252  VERT ORDER  -  FIRST     CLASS I
 BL1252
 BL1252.This mark is at Montgomery Co (CXO) Airport (CXO)
 BL1252
 BL1252.The horizontal coordinates were established by classical geodetic methods
 BL1252.and adjusted by the National Geodetic Survey in February 1996..
 BL1252
 BL1252.The orthometric height was determined by differential leveling
 BL1252.and adjusted by the National Geodetic Survey in June 1991..
 BL1252
 BL1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1252
 BL1252.The geoid height was determined by GEOID03.
 BL1252
 BL1252.The dynamic height is computed by dividing the NAVD 88
 BL1252.geopotential number by the normal gravity value computed on the
 BL1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1252.degrees latitude (g = 980.6199 gals.).
 BL1252
 BL1252.The modeled gravity was interpolated from observed gravity values.
 BL1252
 BL1252;                    North         East     Units Scale Factor Converg.
 BL1252;SPC TX C     - 3,086,438.477 1,172,041.632   MT  0.99994543   +2 31 47.2
 BL1252;SPC TX C     -10,126,090.24  3,845,273.25   sFT  0.99994543   +2 31 47.2
 BL1252;UTM  15      - 3,360,319.612   267,226.883   MT  1.00026850   -1 13 27.4
 BL1252
 BL1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1252!SPC TX C     -   0.99999263  x   0.99994543  =   0.99993806
 BL1252!UTM  15      -   0.99999263  x   1.00026850  =   1.00026113
 BL1252
 BL1252                          SUPERSEDED SURVEY CONTROL
 BL1252
 BL1252  NAD 83(1986)-  30 21 08.57842(N)    095 25 18.14813(W) AD(       ) 2
 BL1252  NAD 27      -  30 21 07.83000(N)    095 25 17.36600(W) AD(       ) 2
 BL1252  NGVD 29 (12/23/87)   74.461  (m)          244.29   (f) ADJUSTED    1 1
 BL1252
 BL1252.Superseded values are not recommended for survey control.
 BL1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1252.See file dsdata.txt to determine how the superseded data were derived.
 BL1252
 BL1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6722760320(NAD 83)
 BL1252_MARKER: DB = BENCH MARK DISK
 BL1252_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL1252_SP_SET: WATER TANK FOOTING
 BL1252_STAMPING: R 555 1947
 BL1252_MARK LOGO: CGS   
 BL1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1252+STABILITY: SURFACE MOTION
 BL1252
 BL1252  HISTORY     - Date     Condition        Report By
 BL1252  HISTORY     - 1947     MONUMENTED       CGS
 BL1252  HISTORY     - 1960     GOOD             NGS
 BL1252  HISTORY     - 1987     GOOD             NGS
 BL1252
 BL1252                          STATION DESCRIPTION
 BL1252
 BL1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1252'THE STATION IS LOCATED AT THE MONTGOMERY COUNTY AIRPORT ABOUT
 BL1252'3.0 MILES NORTHEAST OF CONROE.
 BL1252'
 BL1252'REFERENCE MARK NO. 2 (BENCH MARK R 555) IS ABOUT 1.5 FEET
 BL1252'ABOVE THE ELEVATION OF THE STATION.  IT IS A STANDARD BENCH
 BL1252'MARK DISK CEMENTED IN A DRILL HOLE NEAR THE NORTHEAST CORNER
 BL1252'OF THE CEMENT FOOTING SUPPORTING THE NORTHEAST LEG OF THE
 BL1252'WATER TANK AND IS STAMPED R 555 1947.
 BL1252
 BL1252                          STATION RECOVERY (1960)
 BL1252
 BL1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BL1252'5.05 MI NE FROM CONROE.
 BL1252'ABOUT 0.15 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL1252'STATION AT CONROE, THENCE 0.7 MILE EAST-NORTHEAST ALONG STATE HIGHWAY
 BL1252'105, THENCE 4.0 MILES NORTHEAST ALONG FARM ROAD 1484 TO THE NORTHWEST
 BL1252'ENTRANCE TO THE MONTGOMERY COUNTY AIRPORT, THENCE 0.2 MILE SOUTHEAST
 BL1252'ALONG A PAVED ROAD, SET IN THE TOP AT THE NORTHEAST CORNER OF THE EAST
 BL1252'CONCRETE FOOTING OF A STEEL WATER TANK (ELEVATED), 167 YARDS SOUTHWEST
 BL1252'OF THE PAVED ROAD, ABOUT 0.1 MILE WEST OF A CONCRETE ARCH HANGER, 72.7
 BL1252'FEET EAST-SOUTHEAST OF TRIANGULATION STATION MONGOMERY 1952 AND ABOUT
 BL1252'2 FEET ABOVE THE GROUND.
 BL1252
 BL1252                          STATION RECOVERY (1987)
 BL1252
 BL1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1463 ***********************************************************************
 BY1463  DESIGNATION -  R 556
 BY1463  PID         -  BY1463
 BY1463  STATE/COUNTY-  TX/HOUSTON
 BY1463  USGS QUAD   -  KENNARD NE (1950)
 BY1463
 BY1463                         *CURRENT SURVEY CONTROL
 BY1463  ___________________________________________________________________
 BY1463* NAD 83(1986)-  31 23 21.     (N)    095 02 22.     (W)     SCALED    
 BY1463* NAVD 88     -        92.05   (+/-2cm)     302.0    (feet)  VERTCON   
 BY1463  ___________________________________________________________________
 BY1463  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BY1463
 BY1463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1463
 BY1463.The horizontal coordinates were scaled from a topographic map and have
 BY1463.an estimated accuracy of +/- 6 seconds.
 BY1463
 BY1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1463.The vertical order pertains to the NGVD 29 superseded value.
 BY1463
 BY1463.The geoid height was determined by GEOID03.
 BY1463
 BY1463;                    North         East    Units  Estimated Accuracy
 BY1463;SPC TX C     - 3,202,930.    1,203,290.      MT  (+/- 180 meters Scaled)
 BY1463
 BY1463                          SUPERSEDED SURVEY CONTROL
 BY1463
 BY1463  NGVD 29 (??/??/92)   92.096  (m)          302.15   (f) ADJ UNCH    2 0
 BY1463
 BY1463.Superseded values are not recommended for survey control.
 BY1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1463.See file dsdata.txt to determine how the superseded data were derived.
 BY1463
 BY1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ060745(NAD 83)
 BY1463_MARKER: DB = BENCH MARK DISK
 BY1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1463_STAMPING: R 556 1947
 BY1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1463+STABILITY: SURFACE MOTION
 BY1463
 BY1463  HISTORY     - Date     Condition        Report By
 BY1463  HISTORY     - 1947     MONUMENTED       CGS
 BY1463
 BY1463                          STATION DESCRIPTION
 BY1463
 BY1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1463'5.9 MI E FROM RATCLIFF.
 BY1463'5.9 MILES EAST ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 BY1463'RATCLIFF, AT AN INTERSECTION WITH DAVY CROCKETT NATIONAL FOREST ROAD
 BY1463'11, 56.6 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 103, 52.0 FEET
 BY1463'EAST OF THE CENTER LINE OF DAVY CROCKETT NATIONAL FOREST ROAD 11,
 BY1463'136.0 FEET NORTHWEST OF T.B.M. BY 8 (U.S.E.D.), 1.0 MILE SOUTHEAST OF
 BY1463'BENCH MARK Q 556, 1.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 BY1463'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0785 ***********************************************************************
 BY0785  DESIGNATION -  R 558
 BY0785  PID         -  BY0785
 BY0785  STATE/COUNTY-  TX/TRINITY
 BY0785  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0785
 BY0785                         *CURRENT SURVEY CONTROL
 BY0785  ___________________________________________________________________
 BY0785* NAD 83(1986)-  31 08 07.     (N)    094 56 15.     (W)     SCALED    
 BY0785* NAVD 88     -        71.39   (+/-2cm)     234.2    (feet)  VERTCON   
 BY0785  ___________________________________________________________________
 BY0785  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY0785
 BY0785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0785
 BY0785.The horizontal coordinates were scaled from a topographic map and have
 BY0785.an estimated accuracy of +/- 6 seconds.
 BY0785
 BY0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0785.The vertical order pertains to the NGVD 29 superseded value.
 BY0785
 BY0785.The geoid height was determined by GEOID03.
 BY0785
 BY0785;                    North         East    Units  Estimated Accuracy
 BY0785;SPC TX C     - 3,175,280.    1,214,340.      MT  (+/- 180 meters Scaled)
 BY0785
 BY0785                          SUPERSEDED SURVEY CONTROL
 BY0785
 BY0785  NGVD 29 (??/??/92)   71.419  (m)          234.31   (f) ADJ UNCH    2 0
 BY0785
 BY0785.Superseded values are not recommended for survey control.
 BY0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0785.See file dsdata.txt to determine how the superseded data were derived.
 BY0785
 BY0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ152462(NAD 83)
 BY0785_MARKER: DB = BENCH MARK DISK
 BY0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0785_STAMPING: R 558 1948
 BY0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0785+STABILITY: SURFACE MOTION
 BY0785
 BY0785  HISTORY     - Date     Condition        Report By
 BY0785  HISTORY     - 1948     MONUMENTED       CGS
 BY0785
 BY0785                          STATION DESCRIPTION
 BY0785
 BY0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0785'13.7 MI SE FROM APPLE SPRINGS.
 BY0785'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY0785'LODGE AT APPLE SPRINGS, THENCE 4.5 MILES EAST ALONG A GRADED DIRT
 BY0785'ROAD, THENCE 4.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 246.0 FEET
 BY0785'NORTHWEST OF AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A
 BY0785'FARMHOUSE, APPROXIMATELY 48 YARDS NORTHEAST OF THE NORTHEAST EDGE OF A
 BY0785'SMALL STOCK POND, 43.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5.0
 BY0785'FEET NORTH OF A 22-INCH OAK TREE, 1.9 FEET EAST OF A REFERENCE POST,
 BY0785'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 BY0785'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0775 ***********************************************************************
 BY0775  DESIGNATION -  R 559
 BY0775  PID         -  BY0775
 BY0775  STATE/COUNTY-  TX/ANGELINA
 BY0775  USGS QUAD   -  KELTYS (1980)
 BY0775
 BY0775                         *CURRENT SURVEY CONTROL
 BY0775  ___________________________________________________________________
 BY0775* NAD 83(1986)-  31 15 35.     (N)    094 51 46.     (W)     SCALED    
 BY0775* NAVD 88     -        50.19   (+/-2cm)     164.7    (feet)  VERTCON   
 BY0775  ___________________________________________________________________
 BY0775  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BY0775
 BY0775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0775
 BY0775.The horizontal coordinates were scaled from a topographic map and have
 BY0775.an estimated accuracy of +/- 6 seconds.
 BY0775
 BY0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0775.The vertical order pertains to the NGVD 29 superseded value.
 BY0775
 BY0775.The geoid height was determined by GEOID03.
 BY0775
 BY0775;                    North         East    Units  Estimated Accuracy
 BY0775;SPC TX C     - 3,189,410.    1,220,770.      MT  (+/- 180 meters Scaled)
 BY0775
 BY0775                          SUPERSEDED SURVEY CONTROL
 BY0775
 BY0775  NGVD 29 (??/??/92)   50.238  (m)          164.82   (f) ADJ UNCH    2 0
 BY0775
 BY0775.Superseded values are not recommended for survey control.
 BY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0775.See file dsdata.txt to determine how the superseded data were derived.
 BY0775
 BY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ226598(NAD 83)
 BY0775_MARKER: DB = BENCH MARK DISK
 BY0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0775_STAMPING: R 559 1948
 BY0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0775+STABILITY: SURFACE MOTION
 BY0775
 BY0775  HISTORY     - Date     Condition        Report By
 BY0775  HISTORY     - 1948     MONUMENTED       CGS
 BY0775
 BY0775                          STATION DESCRIPTION
 BY0775
 BY0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0775'7.0 MI NW FROM DIBOLL.
 BY0775'7.0 MILES NORTHWEST ALONG THE TEXAS AND SOUTHEASTERN RAILWAY FROM THE
 BY0775'STATION AT DIBOLL, 116.4 FEET WEST OF A RAILWAY SWITCH AT THE
 BY0775'SOUTHEAST END OF A Y RAILWAY JUNCTION, 60.1 FEET SOUTHWEST OF THE
 BY0775'SOUTHWEST RAIL OF THE MAIN TRACK AT A POINT OPPOSITE MILEPOST 7, 16.0
 BY0775'FEET EAST NORTHEAST OF AN 18-INCH PINE TREE, 2.1 FEET NORTHWEST OF A
 BY0775'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BY0775'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0198 ***********************************************************************
 BL0198  DESIGNATION -  R 56
 BL0198  PID         -  BL0198
 BL0198  STATE/COUNTY-  TX/JEFFERSON
 BL0198  USGS QUAD   -  CHINA (1985)
 BL0198
 BL0198                         *CURRENT SURVEY CONTROL
 BL0198  ___________________________________________________________________
 BL0198* NAD 83(1986)-  30 02 54.     (N)    094 20 09.     (W)     SCALED    
 BL0198* NAVD 88     -        12.445  (meters)      40.83   (feet)  ADJUSTED  
 BL0198  ___________________________________________________________________
 BL0198  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0198  DYNAMIC HT  -          12.429 (meters)      40.78  (feet)  COMP
 BL0198  MODELED GRAV-     979,305.1   (mgal)                       NAVD 88
 BL0198
 BL0198  VERT ORDER  -  FIRST     CLASS I
 BL0198
 BL0198.The horizontal coordinates were scaled from a topographic map and have
 BL0198.an estimated accuracy of +/- 6 seconds.
 BL0198
 BL0198.The orthometric height was determined by differential leveling
 BL0198.and adjusted by the National Geodetic Survey in June 1991..
 BL0198
 BL0198.The geoid height was determined by GEOID03.
 BL0198
 BL0198.The dynamic height is computed by dividing the NAVD 88
 BL0198.geopotential number by the normal gravity value computed on the
 BL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0198.degrees latitude (g = 980.6199 gals.).
 BL0198
 BL0198.The modeled gravity was interpolated from observed gravity values.
 BL0198
 BL0198;                    North         East    Units  Estimated Accuracy
 BL0198;SPC TXSC     - 4,254,450.    1,049,660.      MT  (+/- 180 meters Scaled)
 BL0198
 BL0198                          SUPERSEDED SURVEY CONTROL
 BL0198
 BL0198  NGVD 29 (??/??/92)   12.458  (m)           40.87   (f) ADJ UNCH    1 1
 BL0198
 BL0198.Superseded values are not recommended for survey control.
 BL0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0198.See file dsdata.txt to determine how the superseded data were derived.
 BL0198
 BL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP712248(NAD 83)
 BL0198_MARKER: DB = BENCH MARK DISK
 BL0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0198_STAMPING: ELEV. 41. 450 FT. R 56 1918
 BL0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0198+STABILITY: SURFACE MOTION
 BL0198
 BL0198  HISTORY     - Date     Condition        Report By
 BL0198  HISTORY     - 1918     MONUMENTED       CGS
 BL0198  HISTORY     - 1972     GOOD             NGS
 BL0198  HISTORY     - 19870829 MARK NOT FOUND   USPSQD
 BL0198  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0198  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 BL0198  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 BL0198  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0198  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0198  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 BL0198
 BL0198                          STATION DESCRIPTION
 BL0198
 BL0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0198'IN CHINA.
 BL0198'AT CHINA, ABOUT 75 YARDS NORTHWEST OF THE INTERSECTION OF A PAVED ROAD
 BL0198'WITH US HIGHWAY 90 (BROADWAY NORTH AND SOUTH CHINA AVENUE) TO THE
 BL0198'SOUTH ON THE RIGHT-OF-WAY OF THE SOUTHERN PACIFIC RAILROAD, 156 FEET
 BL0198'WEST SOUTHWEST OF THE CENTER OF THE CROSSING OF BROADWAY AND THE MAIN
 BL0198'TRACK.  51 FEET EAST SOUTHEAST OF THE EAST FACE OF A ROUND CONCRETE
 BL0198'RAILROAD TELEPHONE BOOTH, 28.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 BL0198'MAIN TRACK, 5.2 FEET NORTHWEST OF THE SECOND TELEPHONE POLE WEST OF
 BL0198'THE CROSSING, 0.7 FOOT NORTH OF A METAL WITNESS POST AND ABOUT 2 FEET
 BL0198'BELOW THE LEVEL OF THE TRACK AND IS A DISK SET IN THE TOP OF A
 BL0198'CONCRETE POST PROJECTING 0.3 FOOT.
 BL0198
 BL0198                          STATION RECOVERY (1987)
 BL0198
 BL0198'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0198'MARK NOT FOUND.
 BL0198
 BL0198                          STATION RECOVERY (1988)
 BL0198
 BL0198'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0198'MARK NOT FOUND.
 BL0198
 BL0198                          STATION RECOVERY (1994)
 BL0198
 BL0198'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0198'MARK NOT FOUND.
 BL0198
 BL0198                          STATION RECOVERY (1999)
 BL0198
 BL0198'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0198'MARK NOT FOUND.
 BL0198
 BL0198                          STATION RECOVERY (2001)
 BL0198
 BL0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0198'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0198
 BL0198                          STATION RECOVERY (2001)
 BL0198
 BL0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0198'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0198
 BL0198                          STATION RECOVERY (2003)
 BL0198
 BL0198'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1539 ***********************************************************************
 BY1539  DESIGNATION -  R 560
 BY1539  PID         -  BY1539
 BY1539  STATE/COUNTY-  TX/TRINITY
 BY1539  USGS QUAD   -  CRECY (1963)
 BY1539
 BY1539                         *CURRENT SURVEY CONTROL
 BY1539  ___________________________________________________________________
 BY1539* NAD 83(1986)-  31 12 11.     (N)    095 07 27.     (W)     SCALED    
 BY1539* NAVD 88     -        90.76   (+/-2cm)     297.8    (feet)  VERTCON   
 BY1539  ___________________________________________________________________
 BY1539  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY1539
 BY1539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1539
 BY1539.The horizontal coordinates were scaled from a topographic map and have
 BY1539.an estimated accuracy of +/- 6 seconds.
 BY1539
 BY1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1539.The vertical order pertains to the NGVD 29 superseded value.
 BY1539
 BY1539.The geoid height was determined by GEOID03.
 BY1539
 BY1539;                    North         East    Units  Estimated Accuracy
 BY1539;SPC TX C     - 3,181,940.    1,196,200.      MT  (+/- 180 meters Scaled)
 BY1539
 BY1539                          SUPERSEDED SURVEY CONTROL
 BY1539
 BY1539  NGVD 29 (??/??/92)   90.782  (m)          297.84   (f) ADJ UNCH    2 0
 BY1539
 BY1539.Superseded values are not recommended for survey control.
 BY1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1539.See file dsdata.txt to determine how the superseded data were derived.
 BY1539
 BY1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ976540(NAD 83)
 BY1539_MARKER: DB = BENCH MARK DISK
 BY1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1539_STAMPING: R 560 1948
 BY1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1539+STABILITY: SURFACE MOTION
 BY1539
 BY1539  HISTORY     - Date     Condition        Report By
 BY1539  HISTORY     - 1948     MONUMENTED       CGS
 BY1539
 BY1539                          STATION DESCRIPTION
 BY1539
 BY1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1539'6.8 MI E FROM PENNINGTON.
 BY1539'6.8 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1539'PENNINGTON, AT A Y ROAD JUNCTION, ON TOP OF A RISE, 150.0 FEET
 BY1539'SOUTHWEST OF THE SOUTHWEST CORNER OF A TRIANGULAR PLOT OF GROUND AT
 BY1539'THE ROAD JUNCTION, 32.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BY1539'NORTHEAST-SOUTHWEST ROAD, 12.4 FEET WEST SOUTHWEST OF A 26-INCH OAK
 BY1539'TREE WITH A TRIANGULAR BLAZE, 1.4 FEET NORTHEAST OF A REFERENCE POST,
 BY1539'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY1539'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1006 ***********************************************************************
 FL1006  DESIGNATION -  R 561 RESET 1943
 FL1006  PID         -  FL1006
 FL1006  STATE/COUNTY-  TX/ARMSTRONG
 FL1006  USGS QUAD   -  CLAUDE SW (1983)
 FL1006
 FL1006                         *CURRENT SURVEY CONTROL
 FL1006  ___________________________________________________________________
 FL1006* NAD 83(1986)-  35 06 13.     (N)    101 29 17.     (W)     SCALED    
 FL1006* NAVD 88     -      1052.991  (meters)    3454.69   (feet)  ADJUSTED  
 FL1006  ___________________________________________________________________
 FL1006  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL1006  DYNAMIC HT  -        1051.738 (meters)    3450.58  (feet)  COMP
 FL1006  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 FL1006
 FL1006  VERT ORDER  -  SECOND    CLASS 0
 FL1006
 FL1006.The horizontal coordinates were scaled from a topographic map and have
 FL1006.an estimated accuracy of +/- 6 seconds.
 FL1006
 FL1006.The orthometric height was determined by differential leveling
 FL1006.and adjusted by the National Geodetic Survey in June 1991..
 FL1006
 FL1006.The geoid height was determined by GEOID03.
 FL1006
 FL1006.The dynamic height is computed by dividing the NAVD 88
 FL1006.geopotential number by the normal gravity value computed on the
 FL1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1006.degrees latitude (g = 980.6199 gals.).
 FL1006
 FL1006.The modeled gravity was interpolated from observed gravity values.
 FL1006
 FL1006;                    North         East    Units  Estimated Accuracy
 FL1006;SPC TX N     - 1,122,430.      201,090.      MT  (+/- 180 meters Scaled)
 FL1006
 FL1006                          SUPERSEDED SURVEY CONTROL
 FL1006
 FL1006  NGVD 29 (??/??/92) 1052.508  (m)         3453.10   (f) ADJ UNCH    2 0
 FL1006
 FL1006.Superseded values are not recommended for survey control.
 FL1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1006.See file dsdata.txt to determine how the superseded data were derived.
 FL1006
 FL1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD732873(NAD 83)
 FL1006_MARKER: DB = BENCH MARK DISK
 FL1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1006_STAMPING: R 561 RESET 1943
 FL1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1006+STABILITY: SURFACE MOTION
 FL1006
 FL1006  HISTORY     - Date     Condition        Report By
 FL1006  HISTORY     - 1943     MONUMENTED       CGS
 FL1006  HISTORY     - 1954     MARK NOT FOUND   NGS
 FL1006
 FL1006                          STATION DESCRIPTION
 FL1006
 FL1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FL1006'7.4 MI W FROM CLAUDE.
 FL1006'0.4 MILE SOUTH ALONG A CITY STREET FROM THE COURTHOUSE AT CLAUDE,
 FL1006'ARMSTRONG COUNTY, THENCE 7.0 MILES WEST ALONG A GRADED SECTION-LINE
 FL1006'ROAD.  AT A ROAD INTERSECTION, 37 FEET WEST OF THE CENTERLINE OF THE
 FL1006'NORTH-AND-SOUTH ROAD, 35 FEET SOUTH OF THE CENTERLINE OF THE
 FL1006'EAST-AND-WEST ROAD, AND 5 FEET NORTHWEST OF A FENCE CORNER.  A
 FL1006'STANDARD DISK, STAMPED R 561 RESET 1943 AND SET IN THE TOP OF A
 FL1006'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0458 ***********************************************************************
 EN0458  DESIGNATION -  R 562
 EN0458  PID         -  EN0458
 EN0458  STATE/COUNTY-  TX/RANDALL
 EN0458  USGS QUAD   -  NANCE RANCH (1984)
 EN0458
 EN0458                         *CURRENT SURVEY CONTROL
 EN0458  ___________________________________________________________________
 EN0458* NAD 83(1986)-  34 59 08.     (N)    101 48 27.     (W)     SCALED    
 EN0458* NAVD 88     -      1098.884  (meters)    3605.26   (feet)  ADJUSTED  
 EN0458  ___________________________________________________________________
 EN0458  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EN0458  DYNAMIC HT  -        1097.555 (meters)    3600.89  (feet)  COMP
 EN0458  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 EN0458
 EN0458  VERT ORDER  -  SECOND    CLASS 0
 EN0458
 EN0458.The horizontal coordinates were scaled from a topographic map and have
 EN0458.an estimated accuracy of +/- 6 seconds.
 EN0458
 EN0458.The orthometric height was determined by differential leveling
 EN0458.and adjusted by the National Geodetic Survey in June 1991..
 EN0458
 EN0458.The geoid height was determined by GEOID03.
 EN0458
 EN0458.The dynamic height is computed by dividing the NAVD 88
 EN0458.geopotential number by the normal gravity value computed on the
 EN0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0458.degrees latitude (g = 980.6199 gals.).
 EN0458
 EN0458.The modeled gravity was interpolated from observed gravity values.
 EN0458
 EN0458;                    North         East    Units  Estimated Accuracy
 EN0458;SPC TX N     - 1,109,380.      171,930.      MT  (+/- 180 meters Scaled)
 EN0458
 EN0458                          SUPERSEDED SURVEY CONTROL
 EN0458
 EN0458  NGVD 29 (??/??/92) 1098.412  (m)         3603.71   (f) ADJ UNCH    2 0
 EN0458
 EN0458.Superseded values are not recommended for survey control.
 EN0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0458.See file dsdata.txt to determine how the superseded data were derived.
 EN0458
 EN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD437750(NAD 83)
 EN0458_MARKER: DB = BENCH MARK DISK
 EN0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0458_SP_SET: BUILDING
 EN0458_STAMPING: R 562 1935
 EN0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0458
 EN0458  HISTORY     - Date     Condition        Report By
 EN0458  HISTORY     - 1935     MONUMENTED       CGS
 EN0458  HISTORY     - 1943     GOOD             NGS
 EN0458
 EN0458                          STATION DESCRIPTION
 EN0458
 EN0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0458'6.9 MI E FROM CANYON.
 EN0458'6.9 MILES EAST ALONG PALO DURO DRIVE (STATE HIGHWAY 217) FROM THE
 EN0458'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, AT DISTRICT SCHOOL 25, IN
 EN0458'THE WEST WALL OF THE BUIKDING, 11 INCHES NORTH OF THE SOUTHWEST
 EN0458'CORNER, AND 3.9 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED R 562
 EN0458'1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0249 ***********************************************************************
 EN0249  DESIGNATION -  R 563
 EN0249  PID         -  EN0249
 EN0249  STATE/COUNTY-  TX/ARMSTRONG
 EN0249  USGS QUAD   -  LUTTRELL SPRINGS (1963)
 EN0249
 EN0249                         *CURRENT SURVEY CONTROL
 EN0249  ___________________________________________________________________
 EN0249* NAD 83(1986)-  34 59 15.     (N)    101 22 46.     (W)     SCALED    
 EN0249* NAVD 88     -      1035.908  (meters)    3398.64   (feet)  ADJUSTED  
 EN0249  ___________________________________________________________________
 EN0249  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EN0249  DYNAMIC HT  -        1034.671 (meters)    3394.58  (feet)  COMP
 EN0249  MODELED GRAV-     979,405.3   (mgal)                       NAVD 88
 EN0249
 EN0249  VERT ORDER  -  SECOND    CLASS 0
 EN0249
 EN0249.The horizontal coordinates were scaled from a topographic map and have
 EN0249.an estimated accuracy of +/- 6 seconds.
 EN0249
 EN0249.The orthometric height was determined by differential leveling
 EN0249.and adjusted by the National Geodetic Survey in June 1991..
 EN0249
 EN0249.The geoid height was determined by GEOID03.
 EN0249
 EN0249.The dynamic height is computed by dividing the NAVD 88
 EN0249.geopotential number by the normal gravity value computed on the
 EN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0249.degrees latitude (g = 980.6199 gals.).
 EN0249
 EN0249.The modeled gravity was interpolated from observed gravity values.
 EN0249
 EN0249;                    North         East    Units  Estimated Accuracy
 EN0249;SPC TX N     - 1,109,560.      211,010.      MT  (+/- 180 meters Scaled)
 EN0249
 EN0249                          SUPERSEDED SURVEY CONTROL
 EN0249
 EN0249  NGVD 29 (??/??/92) 1035.42   (m)         3397.0    (f) COMPUTED    2 0
 EN0249
 EN0249.Superseded values are not recommended for survey control.
 EN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0249.See file dsdata.txt to determine how the superseded data were derived.
 EN0249
 EN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD828742(NAD 83)
 EN0249_MARKER: DB = BENCH MARK DISK
 EN0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0249_STAMPING: R-563 1935
 EN0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0249+STABILITY: SURFACE MOTION
 EN0249
 EN0249  HISTORY     - Date     Condition        Report By
 EN0249  HISTORY     - 1935     MONUMENTED       CGS
 EN0249  HISTORY     - 1942     MARK NOT FOUND   LOCSUR
 EN0249
 EN0249                          STATION DESCRIPTION
 EN0249
 EN0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0249'11.3 MI SE FROM CLAUDE.
 EN0249'11.3 MILES SOUTH EAST ALONG GRADED ROAD BETWEEN LLANO AND LAKEVIEW
 EN0249'SCHOOLS.  TO REACH BENCH MARK FROM COURTHOUSE GO 9.4 MILES SOUTH ALONG
 EN0249'GRADED ROAD TO LAKEVIEW SCHOOL, THEN GO WEST 1.9 MILES.  MARK IS
 EN0249'LOCATED AT CROSS ROADS IN FLAT COUNTRY APPROXIMATELY 1.9 MILE WEST OF
 EN0249'LAKEVIEW SCHOOL, 263 FEET EAST OF CROSS ROAD.  26 FEET NORTH OF CENTER
 EN0249'LINE OF ROAD, 1 FEET NORTH OF NORTH RIGHT OF WAY FENCE.
 EN0249
 EN0249                          STATION RECOVERY (1942)
 EN0249
 EN0249'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 EN0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1177 ***********************************************************************
 AY1177  DESIGNATION -  R 564
 AY1177  PID         -  AY1177
 AY1177  STATE/COUNTY-  TX/BANDERA
 AY1177  USGS QUAD   -  TARPLEY (1964)
 AY1177
 AY1177                         *CURRENT SURVEY CONTROL
 AY1177  ___________________________________________________________________
 AY1177* NAD 83(1986)-  29 39 22.     (N)    099 19 17.     (W)     SCALED    
 AY1177* NAVD 88     -       419.355  (meters)    1375.83   (feet)  ADJUSTED  
 AY1177  ___________________________________________________________________
 AY1177  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AY1177  DYNAMIC HT  -         418.740 (meters)    1373.82  (feet)  COMP
 AY1177  MODELED GRAV-     979,162.8   (mgal)                       NAVD 88
 AY1177
 AY1177  VERT ORDER  -  SECOND    CLASS 0
 AY1177
 AY1177.The horizontal coordinates were scaled from a topographic map and have
 AY1177.an estimated accuracy of +/- 6 seconds.
 AY1177
 AY1177.The orthometric height was determined by differential leveling
 AY1177.and adjusted by the National Geodetic Survey in June 1991..
 AY1177
 AY1177.The geoid height was determined by GEOID03.
 AY1177
 AY1177.The dynamic height is computed by dividing the NAVD 88
 AY1177.geopotential number by the normal gravity value computed on the
 AY1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1177.degrees latitude (g = 980.6199 gals.).
 AY1177
 AY1177.The modeled gravity was interpolated from observed gravity values.
 AY1177
 AY1177;                    North         East    Units  Estimated Accuracy
 AY1177;SPC TXSC     - 4,202,060.      568,890.      MT  (+/- 180 meters Scaled)
 AY1177
 AY1177                          SUPERSEDED SURVEY CONTROL
 AY1177
 AY1177  NGVD 29 (??/??/92)  419.220  (m)         1375.39   (f) ADJ UNCH    2 0
 AY1177
 AY1177.Superseded values are not recommended for survey control.
 AY1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1177.See file dsdata.txt to determine how the superseded data were derived.
 AY1177
 AY1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT688807(NAD 83)
 AY1177_MARKER: DB = BENCH MARK DISK
 AY1177_SETTING: 66 = SET IN ROCK OUTCROP
 AY1177_SP_SET: ROCK LEDGE
 AY1177_STAMPING: R 564 1953
 AY1177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1177+STABILITY: POSITION/ELEVATION WELL
 AY1177
 AY1177  HISTORY     - Date     Condition        Report By
 AY1177  HISTORY     - 1953     MONUMENTED       CGS
 AY1177  HISTORY     - 19931201 GOOD             USPSQD
 AY1177
 AY1177                          STATION DESCRIPTION
 AY1177
 AY1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1177'2.95 MI SW FROM TARPLEY.
 AY1177'2.95 MILES SOUTHWEST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1177'TARPLEY, 0.25 MILE WEST OF A SMALL CONCRETE BRIDGE, 94 YARDS WEST OF A
 AY1177'FENCE LEADING SOUTH, 113 FEET SOUTH OF THE CENTER LINE OF THE FARM
 AY1177'ROAD, 80 FEET SOUTH OF A FENCE, 78.6 FEET SOUTH OF A WITNESS POST, 43
 AY1177'FEET WEST OF A LARGE SANDSTONE BOULDER, 1 FOOT NORTH OF THE SOUTH EDGE
 AY1177'OF A ROCK LEDGE, 0.1 MILE EAST OF A PRIVATE ROAD LEADING TO HONDO
 AY1177'CREEK, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF A FLAT ROCK LEDGE.
 AY1177
 AY1177                          STATION RECOVERY (1993)
 AY1177
 AY1177'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0011 ***********************************************************************
 EO0011  DESIGNATION -  R 566
 EO0011  PID         -  EO0011
 EO0011  STATE/COUNTY-  TX/RANDALL
 EO0011  USGS QUAD   -  UMBARGER (1984)
 EO0011
 EO0011                         *CURRENT SURVEY CONTROL
 EO0011  ___________________________________________________________________
 EO0011* NAD 83(1986)-  34 55 13.     (N)    102 06 54.     (W)     SCALED    
 EO0011* NAVD 88     -      1137.629  (meters)    3732.37   (feet)  ADJUSTED  
 EO0011  ___________________________________________________________________
 EO0011  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 EO0011  DYNAMIC HT  -        1136.230 (meters)    3727.78  (feet)  COMP
 EO0011  MODELED GRAV-     979,365.8   (mgal)                       NAVD 88
 EO0011
 EO0011  VERT ORDER  -  FIRST     CLASS II
 EO0011
 EO0011.The horizontal coordinates were scaled from a topographic map and have
 EO0011.an estimated accuracy of +/- 6 seconds.
 EO0011
 EO0011.The orthometric height was determined by differential leveling
 EO0011.and adjusted by the National Geodetic Survey in June 1991..
 EO0011
 EO0011.The geoid height was determined by GEOID03.
 EO0011
 EO0011.The dynamic height is computed by dividing the NAVD 88
 EO0011.geopotential number by the normal gravity value computed on the
 EO0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0011.degrees latitude (g = 980.6199 gals.).
 EO0011
 EO0011.The modeled gravity was interpolated from observed gravity values.
 EO0011
 EO0011;                    North         East    Units  Estimated Accuracy
 EO0011;SPC TX N     - 1,102,270.      143,810.      MT  (+/- 180 meters Scaled)
 EO0011
 EO0011                          SUPERSEDED SURVEY CONTROL
 EO0011
 EO0011  NGVD 29 (??/??/92) 1137.111  (m)         3730.67   (f) ADJ UNCH    1 2
 EO0011
 EO0011.Superseded values are not recommended for survey control.
 EO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0011.See file dsdata.txt to determine how the superseded data were derived.
 EO0011
 EO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU635680(NAD 83)
 EO0011_MARKER: DB = BENCH MARK DISK
 EO0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0011_STAMPING: R 566 1935
 EO0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0011+STABILITY: SURFACE MOTION
 EO0011
 EO0011  HISTORY     - Date     Condition        Report By
 EO0011  HISTORY     - 1935     MONUMENTED       CGS
 EO0011  HISTORY     - 1958     GOOD             NGS
 EO0011  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0011
 EO0011                          STATION DESCRIPTION
 EO0011
 EO0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0011'2.6 MI S FROM UMBARGER.
 EO0011'ABOUT 0.5 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0011'FROM THE STATION AT UMBARGER, THENCE ABOUT 1.85 MILES SOUTH ALONG A
 EO0011'GRADED DIRT ROAD, THENCE ABOUT 0.25 MILE SOUTH ALONG AN ABANDONED
 EO0011'ROAD, 31 FEET WEST OF THE CENTER LINE OF THE ABANDONED ROAD, ABOUT 0.5
 EO0011'MILE NORTH OF THE NEAR EDGE OF A LAKE, ABOUT 0.35 MILE SOUTHEAST OF A
 EO0011'FARM HOUSE, 28 FEET WEST OF A FENCE, 7 FEET NORTH OF A TEE FENCE, AND
 EO0011'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EO0011
 EO0011                          STATION RECOVERY (1984)
 EO0011
 EO0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0505 ***********************************************************************
 EN0505  DESIGNATION -  R 567 RESET 1958
 EN0505  PID         -  EN0505
 EN0505  STATE/COUNTY-  TX/RANDALL
 EN0505  USGS QUAD   -  NANCE RANCH (1984)
 EN0505
 EN0505                         *CURRENT SURVEY CONTROL
 EN0505  ___________________________________________________________________
 EN0505* NAD 83(1986)-  34 56 53.     (N)    101 50 48.     (W)     SCALED    
 EN0505* NAVD 88     -      1115.33   (+/-2cm)    3659.2    (feet)  VERTCON   
 EN0505  ___________________________________________________________________
 EN0505  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EN0505
 EN0505  VERT ORDER  -  THIRD (See Below)
 EN0505
 EN0505.The horizontal coordinates were scaled from a topographic map and have
 EN0505.an estimated accuracy of +/- 6 seconds.
 EN0505
 EN0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0505.The vertical order pertains to the NGVD 29 superseded value.
 EN0505
 EN0505.The geoid height was determined by GEOID03.
 EN0505
 EN0505;                    North         East    Units  Estimated Accuracy
 EN0505;SPC TX N     - 1,105,230.      168,340.      MT  (+/- 180 meters Scaled)
 EN0505
 EN0505                          SUPERSEDED SURVEY CONTROL
 EN0505
 EN0505  NGVD 29 (??/??/??) 1114.88   (m)         3657.7    (f) RESET       3  
 EN0505
 EN0505.Superseded values are not recommended for survey control.
 EN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0505.See file dsdata.txt to determine how the superseded data were derived.
 EN0505
 EN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD400709(NAD 83)
 EN0505_MARKER: DB = BENCH MARK DISK
 EN0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0505_STAMPING: R 567 RESET 1958
 EN0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0505+STABILITY: SURFACE MOTION
 EN0505
 EN0505  HISTORY     - Date     Condition        Report By
 EN0505  HISTORY     - 1958     MONUMENTED       CGS
 EN0505
 EN0505                          STATION DESCRIPTION
 EN0505
 EN0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EN0505'6.7 MI SE FROM CANYON.
 EN0505'ABOUT 4.6 MILES EAST ALONG STATE HIGHWAY NO. 217 FROM THE COUNTY COURT
 EN0505'HOUSE IN CANYON, THEN SOUTH ALONG F.M. HIGHWAY 1541, 02.1 MILES TO THE
 EN0505'MARK ON THE EAST SIDE OF THE HIGHWAY.  IT IS ABOUT 1 FOOT NORTH OF A
 EN0505'FIELD FENCE LINE, 5 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE LINE OF
 EN0505'THE HIGHWAY AND 2 FEET WEST OF A 4 X 4 WITNESS POST.  A STANDARD DISK
 EN0505'STAMPED R 567 RESET 1958 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1050 ***********************************************************************
 FL1050  DESIGNATION -  R 568
 FL1050  PID         -  FL1050
 FL1050  STATE/COUNTY-  TX/ARMSTRONG
 FL1050  USGS QUAD   -  CLAUDE (1983)
 FL1050
 FL1050                         *CURRENT SURVEY CONTROL
 FL1050  ___________________________________________________________________
 FL1050* NAD 83(1986)-  35 00 26.     (N)    101 21 43.     (W)     SCALED    
 FL1050* NAVD 88     -      1035.063  (meters)    3395.87   (feet)  ADJUSTED  
 FL1050  ___________________________________________________________________
 FL1050  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FL1050  DYNAMIC HT  -        1033.835 (meters)    3391.84  (feet)  COMP
 FL1050  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 FL1050
 FL1050  VERT ORDER  -  SECOND    CLASS 0
 FL1050
 FL1050.The horizontal coordinates were scaled from a topographic map and have
 FL1050.an estimated accuracy of +/- 6 seconds.
 FL1050
 FL1050.The orthometric height was determined by differential leveling
 FL1050.and adjusted by the National Geodetic Survey in June 1991..
 FL1050
 FL1050.The geoid height was determined by GEOID03.
 FL1050
 FL1050.The dynamic height is computed by dividing the NAVD 88
 FL1050.geopotential number by the normal gravity value computed on the
 FL1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1050.degrees latitude (g = 980.6199 gals.).
 FL1050
 FL1050.The modeled gravity was interpolated from observed gravity values.
 FL1050
 FL1050;                    North         East    Units  Estimated Accuracy
 FL1050;SPC TX N     - 1,111,750.      212,600.      MT  (+/- 180 meters Scaled)
 FL1050
 FL1050                          SUPERSEDED SURVEY CONTROL
 FL1050
 FL1050  NGVD 29 (??/??/92) 1034.595  (m)         3394.33   (f) ADJ UNCH    2 0
 FL1050
 FL1050.Superseded values are not recommended for survey control.
 FL1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1050.See file dsdata.txt to determine how the superseded data were derived.
 FL1050
 FL1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD844763(NAD 83)
 FL1050_MARKER: DB = BENCH MARK DISK
 FL1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1050_STAMPING: R 568 1935
 FL1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1050+STABILITY: SURFACE MOTION
 FL1050
 FL1050  HISTORY     - Date     Condition        Report By
 FL1050  HISTORY     - 1935     MONUMENTED       CGS
 FL1050  HISTORY     - 1954     POOR             USGS
 FL1050
 FL1050                          STATION DESCRIPTION
 FL1050
 FL1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1050'6.9 MI S FROM CLAUDE.
 FL1050'0.5 MILE SOUTHWEST ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 FL1050'CLAUDE, ARMSTRONG COUNTY, THENCE 6.4 MILES SOUTH ALONG THE HAPPY ROAD.
 FL1050'0.1 MILE SOUTH OF THE G.M. DAY RANCH HOUSE, 0.1 MILE NORTH OF THE
 FL1050'E.J. BANK RANCH HOUSE, AT A ROAD JUNCTION, AND 42 FEET WEST OF THE
 FL1050'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED R 568 195 AND SET IN
 FL1050'THE TOP OF A CONCRETE POST.
 FL1050
 FL1050                          STATION RECOVERY (1954)
 FL1050
 FL1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FL1050'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0555 ***********************************************************************
 EN0555  DESIGNATION -  R 569
 EN0555  PID         -  EN0555
 EN0555  STATE/COUNTY-  TX/SWISHER
 EN0555  USGS QUAD   -  TULE LAKE NW (1969)
 EN0555
 EN0555                         *CURRENT SURVEY CONTROL
 EN0555  ___________________________________________________________________
 EN0555* NAD 83(1986)-  34 42 20.     (N)    101 39 07.     (W)     SCALED    
 EN0555* NAVD 88     -      1050.256  (meters)    3445.71   (feet)  ADJUSTED  
 EN0555  ___________________________________________________________________
 EN0555  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EN0555  DYNAMIC HT  -        1048.965 (meters)    3441.48  (feet)  COMP
 EN0555  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 EN0555
 EN0555  VERT ORDER  -  SECOND    CLASS 0
 EN0555
 EN0555.The horizontal coordinates were scaled from a topographic map and have
 EN0555.an estimated accuracy of +/- 6 seconds.
 EN0555
 EN0555.The orthometric height was determined by differential leveling
 EN0555.and adjusted by the National Geodetic Survey in June 1991..
 EN0555
 EN0555.The geoid height was determined by GEOID03.
 EN0555
 EN0555.The dynamic height is computed by dividing the NAVD 88
 EN0555.geopotential number by the normal gravity value computed on the
 EN0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0555.degrees latitude (g = 980.6199 gals.).
 EN0555
 EN0555.The modeled gravity was interpolated from observed gravity values.
 EN0555
 EN0555;                    North         East    Units  Estimated Accuracy
 EN0555;SPC TX N     - 1,078,280.      186,080.      MT  (+/- 180 meters Scaled)
 EN0555
 EN0555                          SUPERSEDED SURVEY CONTROL
 EN0555
 EN0555  NGVD 29 (??/??/92) 1049.819  (m)         3444.28   (f) ADJ UNCH    2 0
 EN0555
 EN0555.Superseded values are not recommended for survey control.
 EN0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0555.See file dsdata.txt to determine how the superseded data were derived.
 EN0555
 EN0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD571435(NAD 83)
 EN0555_MARKER: DB = BENCH MARK DISK
 EN0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0555_STAMPING: R 569 1935
 EN0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0555+STABILITY: SURFACE MOTION
 EN0555
 EN0555  HISTORY     - Date     Condition        Report By
 EN0555  HISTORY     - 1935     MONUMENTED       CGS
 EN0555  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0555
 EN0555                          STATION DESCRIPTION
 EN0555
 EN0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0555'13.6 MI E FROM HAPPY.
 EN0555'13.6 MILES EAST OF HAPPY, SWISHER COUNTY. THIS BENCH MARK MAY BE
 EN0555'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0555'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 4.9 MILES
 EN0555'EAST TO A DRY LAKE BED, AND THENCE ALONG ROADS 0.1 MILE NORTHEAST, 0.7
 EN0555'MILE SOUTH, AND 2.9 MILES EAST.  IT IS 0.5 MILE WEST OF A RANCH HOUSE
 EN0555'AND A WINDMILL, 225 FEET NORTHEAST OF THE NORTHEAST EDGE OF A DRY
 EN0555'LAKE, AND 53 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 EN0555'DISK, STAMPED R 569 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EN0555
 EN0555                          STATION RECOVERY (1968)
 EN0555
 EN0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0474 ***********************************************************************
 AV0474  DESIGNATION -  R 57
 AV0474  PID         -  AV0474
 AV0474  STATE/COUNTY-  TX/JEFFERSON
 AV0474  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0474
 AV0474                         *CURRENT SURVEY CONTROL
 AV0474  ___________________________________________________________________
 AV0474* NAD 83(1986)-  29 51 31.     (N)    093 58 13.     (W)     SCALED    
 AV0474* NAVD 88     -         1.67   (+/-2cm)       5.5    (feet)  VERTCON   
 AV0474  ___________________________________________________________________
 AV0474  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AV0474
 AV0474  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0474
 AV0474.The horizontal coordinates were scaled from a topographic map and have
 AV0474.an estimated accuracy of +/- 6 seconds.
 AV0474
 AV0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0474.The vertical order pertains to the NGVD 29 superseded value.
 AV0474
 AV0474.The geoid height was determined by GEOID03.
 AV0474
 AV0474;                    North         East    Units  Estimated Accuracy
 AV0474;SPC TXSC     - 4,234,910.    1,085,790.      MT  (+/- 180 meters Scaled)
 AV0474
 AV0474                          SUPERSEDED SURVEY CONTROL
 AV0474
 AV0474  NGVD 29 (??/??/??)    1.655  (m)            5.43   (f) ADJUSTED    1 2
 AV0474
 AV0474.Superseded values are not recommended for survey control.
 AV0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0474.See file dsdata.txt to determine how the superseded data were derived.
 AV0474
 AV0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP062035(NAD 83)
 AV0474_MARKER: DB = BENCH MARK DISK
 AV0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0474_SP_SET: BUILDING
 AV0474_STAMPING: R 57 1918 ELEV 5.720 5.872
 AV0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0474
 AV0474  HISTORY     - Date     Condition        Report By
 AV0474  HISTORY     - 1918     MONUMENTED       CGS
 AV0474  HISTORY     - 1959     GOOD             CGS
 AV0474  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0474  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0474  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0474  HISTORY     - 19970205 MARK NOT FOUND   USPSQD
 AV0474  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0474  HISTORY     - 20020128 MARK NOT FOUND   NGS
 AV0474  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0474
 AV0474                          STATION DESCRIPTION
 AV0474
 AV0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0474'0.45 MI NE FROM WEST PORT ARTHUR.
 AV0474'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND
 AV0474'NEW ORLEANS RAILROAD STATION AT WEST PORT ARTHUR, ABOUT 250 FEET
 AV0474'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE
 AV0474'SOUTHWEST FACE OF THE WHITE OIL BUILDING OF THE GULF REFINING COMPANY,
 AV0474'1 FOOT NORTHWEST OF THE SOUTH CORNER, AND ABOUT 3 FEET ABOVE THE
 AV0474'GROUND.
 AV0474
 AV0474                          STATION RECOVERY (1987)
 AV0474
 AV0474'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AV0474'MARK NOT FOUND.
 AV0474
 AV0474                          STATION RECOVERY (1989)
 AV0474
 AV0474'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0474'MARK NOT FOUND.
 AV0474
 AV0474                          STATION RECOVERY (1989)
 AV0474
 AV0474'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0474'MARK NOT FOUND.
 AV0474
 AV0474                          STATION RECOVERY (1997)
 AV0474
 AV0474'RECOVERY NOTE BY US POWER SQUADRON 1997
 AV0474'MARK NOT FOUND.
 AV0474
 AV0474                          STATION RECOVERY (2001)
 AV0474
 AV0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0474'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0474
 AV0474                          STATION RECOVERY (2002)
 AV0474
 AV0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AV0474'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0474
 AV0474                          STATION RECOVERY (2002)
 AV0474
 AV0474'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0347 ***********************************************************************
 AM0347  DESIGNATION -  R 571
 AM0347  PID         -  AM0347
 AM0347  STATE/COUNTY-  TX/MATAGORDA
 AM0347  USGS QUAD   -  CEDAR LANE (1972)
 AM0347
 AM0347                         *CURRENT SURVEY CONTROL
 AM0347  ___________________________________________________________________
 AM0347* NAD 83(1986)-  28 55 45.     (N)    095 42 58.     (W)     SCALED    
 AM0347* NAVD 88     -         6.27   (+/-2cm)      20.6    (feet)  VERTCON   
 AM0347  ___________________________________________________________________
 AM0347  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AM0347
 AM0347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0347
 AM0347.The horizontal coordinates were scaled from a topographic map and have
 AM0347.an estimated accuracy of +/- 6 seconds.
 AM0347
 AM0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0347.The vertical order pertains to the NGVD 29 superseded value.
 AM0347
 AM0347.The geoid height was determined by GEOID03.
 AM0347
 AM0347;                    North         East    Units  Estimated Accuracy
 AM0347;SPC TXSC     - 4,125,940.      920,120.      MT  (+/- 180 meters Scaled)
 AM0347
 AM0347                          SUPERSEDED SURVEY CONTROL
 AM0347
 AM0347  NGVD 29 (??/??/92)    6.299  (m)           20.67   (f) ADJ UNCH    2 0
 AM0347
 AM0347.Superseded values are not recommended for survey control.
 AM0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0347.See file dsdata.txt to determine how the superseded data were derived.
 AM0347
 AM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN352031(NAD 83)
 AM0347_MARKER: DB = BENCH MARK DISK
 AM0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0347_STAMPING: R 571 1941
 AM0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0347+STABILITY: SURFACE MOTION
 AM0347
 AM0347  HISTORY     - Date     Condition        Report By
 AM0347  HISTORY     - 1941     MONUMENTED       CGS
 AM0347  HISTORY     - 1961     GOOD             NGS
 AM0347  HISTORY     - 19961116 GOOD             USPSQD
 AM0347
 AM0347                          STATION DESCRIPTION
 AM0347
 AM0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AM0347'1.6 MI SE FROM CEDAR LANE.
 AM0347'1.6 MILES SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0347'OFFICE AT CEDAR LANE, MATAGORDA COUNTY, 1.0 MILE SOUTHEAST OF THE
 AM0347'JUNCTION OF A COUNTY ROAD LEADING NORTHEAST, 116 FEET NORTHEAST OF A
 AM0347'HOUSE ON THE WEST SIDE OF THE ROAD, 44 FEET NORTHWEST OF THE CENTER OF
 AM0347'THE DRIVE WAY GATE TO THE HOUSE, 59 FEET WEST OF THE JUNCTION OF A
 AM0347'DIRT ROAD LEADING NORTHEAST, 38 FEET WEST OF THE CENTERLINE OF THE
 AM0347'CONCRETE ROAD, 17 FEET SOUTHEAST OF A FENCE CORNER, 6 FEET NORTHWEST
 AM0347'OF THE POWER-LINE POLE AT THE JUNCTION OF A NORTH-AND-SOUTH LINE AND A
 AM0347'LINE FROM THE EAST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AM0347'LEVEL WITH THE CONCRETE ROAD.  A STANDARD DISK, STAMPED R 571 1941 AND
 AM0347'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AM0347
 AM0347                          STATION RECOVERY (1996)
 AM0347
 AM0347'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0387 ***********************************************************************
 AM0387  DESIGNATION -  R 572
 AM0387  PID         -  AM0387
 AM0387  STATE/COUNTY-  TX/MATAGORDA
 AM0387  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0387
 AM0387                         *CURRENT SURVEY CONTROL
 AM0387  ___________________________________________________________________
 AM0387* NAD 83(1986)-  28 51 32.     (N)    095 49 47.     (W)     SCALED    
 AM0387* NAVD 88     -         4.66   (+/-2cm)      15.3    (feet)  VERTCON   
 AM0387  ___________________________________________________________________
 AM0387  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AM0387
 AM0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0387
 AM0387.The horizontal coordinates were scaled from a topographic map and have
 AM0387.an estimated accuracy of +/- 6 seconds.
 AM0387
 AM0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0387.The vertical order pertains to the NGVD 29 superseded value.
 AM0387
 AM0387.The geoid height was determined by GEOID03.
 AM0387
 AM0387;                    North         East    Units  Estimated Accuracy
 AM0387;SPC TXSC     - 4,117,850.      909,260.      MT  (+/- 180 meters Scaled)
 AM0387
 AM0387                          SUPERSEDED SURVEY CONTROL
 AM0387
 AM0387  NGVD 29 (??/??/92)    4.693  (m)           15.40   (f) ADJ UNCH    2 0
 AM0387
 AM0387.Superseded values are not recommended for survey control.
 AM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0387.See file dsdata.txt to determine how the superseded data were derived.
 AM0387
 AM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM239956(NAD 83)
 AM0387_MARKER: DB = BENCH MARK DISK
 AM0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0387_STAMPING: R 572 1941
 AM0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0387+STABILITY: SURFACE MOTION
 AM0387
 AM0387  HISTORY     - Date     Condition        Report By
 AM0387  HISTORY     - 1941     MONUMENTED       CGS
 AM0387
 AM0387                          STATION DESCRIPTION
 AM0387
 AM0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0387'6.1 MI E FROM WADSWORTH.
 AM0387'6.1 MILES EAST ALONG A SHELL ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0387'RAILWAY STATION AT WADSWORTH, THENCE 1.25 MILES NORTHEAST ALONG THE
 AM0387'CEDAR LANE ROAD.  48 FEET WEST OF THE CENTERLINE OF THE ROAD, AT A
 AM0387'WOODEN GATE IN AN EAST-AND-WEST FENCE, 1.2 FEET SOUTH OF THE FENCE, 3
 AM0387'FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 AM0387'STANDARD DISK, STAMPED R 572 1941 AND SET IN THE TOP OF A CONCRETE
 AM0387'POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0233 ***********************************************************************
 AM0233  DESIGNATION -  R 573
 AM0233  PID         -  AM0233
 AM0233  STATE/COUNTY-  TX/BRAZORIA
 AM0233  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0233
 AM0233                         *CURRENT SURVEY CONTROL
 AM0233  ___________________________________________________________________
 AM0233* NAD 83(1986)-  28 55 21.     (N)    095 37 11.     (W)     SCALED    
 AM0233* NAVD 88     -         3.45   (+/-2cm)      11.3    (feet)  VERTCON   
 AM0233  ___________________________________________________________________
 AM0233  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AM0233
 AM0233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0233
 AM0233.The horizontal coordinates were scaled from a topographic map and have
 AM0233.an estimated accuracy of +/- 6 seconds.
 AM0233
 AM0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0233.The vertical order pertains to the NGVD 29 superseded value.
 AM0233
 AM0233.The geoid height was determined by GEOID03.
 AM0233
 AM0233;                    North         East    Units  Estimated Accuracy
 AM0233;SPC TXSC     - 4,125,470.      929,530.      MT  (+/- 180 meters Scaled)
 AM0233
 AM0233                          SUPERSEDED SURVEY CONTROL
 AM0233
 AM0233  NGVD 29 (??/??/92)    3.478  (m)           11.41   (f) ADJ UNCH    2 0
 AM0233
 AM0233.Superseded values are not recommended for survey control.
 AM0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0233.See file dsdata.txt to determine how the superseded data were derived.
 AM0233
 AM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN446022(NAD 83)
 AM0233_MARKER: DB = BENCH MARK DISK
 AM0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0233_STAMPING: R 573 1941
 AM0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0233+STABILITY: SURFACE MOTION
 AM0233
 AM0233  HISTORY     - Date     Condition        Report By
 AM0233  HISTORY     - 1941     MONUMENTED       CGS
 AM0233
 AM0233                          STATION DESCRIPTION
 AM0233
 AM0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0233'1.8 MI NE FROM CEDAR LAKE.
 AM0233'IN BRAZORIA COUNTY, 1.8 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE
 AM0233'POST OFFICE AT CEDAR LAKE, MATAGORDA COUNTY, 0.45 MILE NORTHEAST OF
 AM0233'THE CROSSING OF A TELEPHONE LINE, AT A CATTLE GUARD, 46 FEET SOUTH OF
 AM0233'THE CENTERLINE OF THE ROAD, 1.5 FEET NORTHEAST OF A T-FENCE CORNER, 3
 AM0233'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 AM0233'STANDARD DISK, STAMPED R 573 1941 AND SET IN THE TOP OF A CONCRETE
 AM0233'POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0513 ***********************************************************************
 AX0513  DESIGNATION -  R 574
 AX0513  PID         -  AX0513
 AX0513  STATE/COUNTY-  TX/WHARTON
 AX0513  USGS QUAD   -  PIERCE (1980)
 AX0513
 AX0513                         *CURRENT SURVEY CONTROL
 AX0513  ___________________________________________________________________
 AX0513* NAD 83(1986)-  29 08 53.     (N)    096 08 45.     (W)     SCALED    
 AX0513* NAVD 88     -        24.31   (+/-2cm)      79.8    (feet)  VERTCON   
 AX0513  ___________________________________________________________________
 AX0513  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0513
 AX0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0513
 AX0513.The horizontal coordinates were scaled from a topographic map and have
 AX0513.an estimated accuracy of +/- 6 seconds.
 AX0513
 AX0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0513.The vertical order pertains to the NGVD 29 superseded value.
 AX0513
 AX0513.The geoid height was determined by GEOID03.
 AX0513
 AX0513;                    North         East    Units  Estimated Accuracy
 AX0513;SPC TXSC     - 4,149,090.      877,650.      MT  (+/- 180 meters Scaled)
 AX0513
 AX0513                          SUPERSEDED SURVEY CONTROL
 AX0513
 AX0513  NGVD 29 (??/??/92)   24.317  (m)           79.78   (f) ADJ UNCH    2 0
 AX0513
 AX0513.Superseded values are not recommended for survey control.
 AX0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0513.See file dsdata.txt to determine how the superseded data were derived.
 AX0513
 AX0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT776277(NAD 83)
 AX0513_MARKER: DB = BENCH MARK DISK
 AX0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0513_SP_SET: CULVERT
 AX0513_STAMPING: R 574 1941
 AX0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0513
 AX0513  HISTORY     - Date     Condition        Report By
 AX0513  HISTORY     - 1941     MONUMENTED       CGS
 AX0513  HISTORY     - 1943     GOOD             NGS
 AX0513  HISTORY     - 1952     GOOD             USGS
 AX0513
 AX0513                          STATION DESCRIPTION
 AX0513
 AX0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0513'7.5 MI SE FROM PIERCE.
 AX0513'BENCH MARK IS ABOUT 7.5 MILES SOUTHEAST OF PIERCE, ALONG THE
 AX0513'PIERCE-MARKHAM GRAVELED ROAD AND ABOUT 120.0 FEET NORTH OF THE
 AX0513'INTERSECTION OF A ROAD. IT IS 13.0 FEET SOUTHWEST OF AND ABOUT 1.0
 AX0513'FOOT BELOW THE CENTERLINE OF THE ROAD AND SET HORIZONTALLY IN THE
 AX0513'SOUTHWEST WINGWALL AT THE SOUTHWEST END OF A CONCRETE BOX CULVERT
 AX0513'UNDER THE ROAD.  A DISK SET IN DRILL HOLE.
 AX0513
 AX0513                          STATION RECOVERY (1952)
 AX0513
 AX0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AX0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2470 ***********************************************************************
 AX2470  DESIGNATION -  R 575
 AX2470  PID         -  AX2470
 AX2470  STATE/COUNTY-  TX/MATAGORDA
 AX2470  USGS QUAD   -  DANEVANG (1951)
 AX2470
 AX2470                         *CURRENT SURVEY CONTROL
 AX2470  ___________________________________________________________________
 AX2470* NAD 83(1986)-  29 00 18.     (N)    096 12 30.     (W)     SCALED    
 AX2470* NAVD 88     -        18.79   (+/-2cm)      61.6    (feet)  VERTCON   
 AX2470  ___________________________________________________________________
 AX2470  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX2470
 AX2470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2470
 AX2470.The horizontal coordinates were scaled from a topographic map and have
 AX2470.an estimated accuracy of +/- 6 seconds.
 AX2470
 AX2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2470.The vertical order pertains to the NGVD 29 superseded value.
 AX2470
 AX2470.The geoid height was determined by GEOID03.
 AX2470
 AX2470;                    North         East    Units  Estimated Accuracy
 AX2470;SPC TXSC     - 4,133,100.      871,950.      MT  (+/- 180 meters Scaled)
 AX2470
 AX2470                          SUPERSEDED SURVEY CONTROL
 AX2470
 AX2470  NGVD 29 (??/??/92)   18.818  (m)           61.74   (f) ADJ UNCH    2 0
 AX2470
 AX2470.Superseded values are not recommended for survey control.
 AX2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2470.See file dsdata.txt to determine how the superseded data were derived.
 AX2470
 AX2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT719117(NAD 83)
 AX2470_MARKER: DB = BENCH MARK DISK
 AX2470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2470_SP_SET: CULVERT
 AX2470_STAMPING: R 575 1941
 AX2470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2470
 AX2470  HISTORY     - Date     Condition        Report By
 AX2470  HISTORY     - 1941     MONUMENTED       CGS
 AX2470  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AX2470
 AX2470                          STATION DESCRIPTION
 AX2470
 AX2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX2470'4.5 MI N FROM MIDFIELD.
 AX2470'ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF
 AX2470'STATE HIGHWAY 111 AT MIDFIELD, MATAGORDA COUNTY, AT THE JUNCTION OF A
 AX2470'ROAD LEADING EAST, AT A 4- BY 4-FOOT CONCRETE BOX CULVERT, IN THE TOP
 AX2470'OF THE SOUTHWEST WING WALL, 15.5 FEET WEST OF THE CENTER LINE OF THE
 AX2470'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED R
 AX2470'575 1941.
 AX2470
 AX2470                          STATION RECOVERY (1999)
 AX2470
 AX2470'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2471 ***********************************************************************
 AX2471  DESIGNATION -  R 575 RESET 1973
 AX2471  PID         -  AX2471
 AX2471  STATE/COUNTY-  TX/MATAGORDA
 AX2471  USGS QUAD   -  DANEVANG (1951)
 AX2471
 AX2471                         *CURRENT SURVEY CONTROL
 AX2471  ___________________________________________________________________
 AX2471* NAD 83(1986)-  29 00 17.     (N)    096 12 28.     (W)     SCALED    
 AX2471* NAVD 88     -        17.95   (+/-2cm)      58.9    (feet)  VERTCON   
 AX2471  ___________________________________________________________________
 AX2471  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX2471
 AX2471  VERT ORDER  -  THIRD (See Below)
 AX2471
 AX2471.The horizontal coordinates were scaled from a topographic map and have
 AX2471.an estimated accuracy of +/- 6 seconds.
 AX2471
 AX2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2471.The vertical order pertains to the NGVD 29 superseded value.
 AX2471
 AX2471.The geoid height was determined by GEOID03.
 AX2471
 AX2471;                    North         East    Units  Estimated Accuracy
 AX2471;SPC TXSC     - 4,133,070.      872,000.      MT  (+/- 180 meters Scaled)
 AX2471
 AX2471                          SUPERSEDED SURVEY CONTROL
 AX2471
 AX2471  NGVD 29 (01/29/03)   17.97   (m)           59.0    (f) RESET       3  
 AX2471
 AX2471.Superseded values are not recommended for survey control.
 AX2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2471.See file dsdata.txt to determine how the superseded data were derived.
 AX2471
 AX2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT720117(NAD 83)
 AX2471_MARKER: DB = BENCH MARK DISK
 AX2471_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX2471_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX2471_STAMPING: R 575 RESET 1973
 AX2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2471
 AX2471  HISTORY     - Date     Condition        Report By
 AX2471  HISTORY     - 1973     MONUMENTED       NGS
 AX2471  HISTORY     - 19991015 GOOD             USPSQD
 AX2471
 AX2471                          STATION DESCRIPTION
 AX2471
 AX2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX2471'4.5 MI N FROM MIDFIELD.
 AX2471'FROM THE INTERSECTION OF STATE HIGHWAY 71 AND FARM ROAD 111 IN
 AX2471'MIDFIELD, GO NORTH ON STATE HIGHWAY 71 FOR 4.5 MILES TO MARK ON THE
 AX2471'RIGHT, THIS IS JUST BEFORE REACHING A SHELL ROAD ON THE RIGHT.
 AX2471'STANDARD BENCH MARK DISK, BRAZED TO THE TOP OF A 3-INCH IRON PIPE,
 AX2471'THAT PROJECTS ABOUT 3-INCHES AND IS STAMPED R 575 RESET 1973.  IT IS
 AX2471'ABOUT 75 PACES SOUTH OF A DRAINAGE DITCH, 74 FEET EAST OF THE
 AX2471'CENTERLINE OF STATE HIGHWAY 71, 1-FOOT WEST OF THE FENCE-LINE AND
 AX2471'1-FOOT NORTH OF A METAL WITNESS POST.
 AX2471
 AX2471                          STATION RECOVERY (1999)
 AX2471
 AX2471'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0234 ***********************************************************************
 AN0234  DESIGNATION -  R 576
 AN0234  PID         -  AN0234
 AN0234  STATE/COUNTY-  TX/MATAGORDA
 AN0234  USGS QUAD   -  MARKHAM (1995)
 AN0234
 AN0234                         *CURRENT SURVEY CONTROL
 AN0234  ___________________________________________________________________
 AN0234* NAD 83(1986)-  28 57 32.     (N)    096 03 51.     (W)     SCALED    
 AN0234* NAVD 88     -        16.67   (+/-2cm)      54.7    (feet)  VERTCON   
 AN0234  ___________________________________________________________________
 AN0234  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0234
 AN0234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0234
 AN0234.The horizontal coordinates were scaled from a topographic map and have
 AN0234.an estimated accuracy of +/- 6 seconds.
 AN0234
 AN0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0234.The vertical order pertains to the NGVD 29 superseded value.
 AN0234
 AN0234.The geoid height was determined by GEOID03.
 AN0234
 AN0234;                    North         East    Units  Estimated Accuracy
 AN0234;SPC TXSC     - 4,128,330.      886,110.      MT  (+/- 180 meters Scaled)
 AN0234
 AN0234                          SUPERSEDED SURVEY CONTROL
 AN0234
 AN0234  NGVD 29 (??/??/92)   16.701  (m)           54.79   (f) ADJ UNCH    2 0
 AN0234
 AN0234.Superseded values are not recommended for survey control.
 AN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0234.See file dsdata.txt to determine how the superseded data were derived.
 AN0234
 AN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT861069(NAD 83)
 AN0234_MARKER: DB = BENCH MARK DISK
 AN0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0234_SP_SET: CULVERT
 AN0234_STAMPING: R 576 1941
 AN0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0234
 AN0234  HISTORY     - Date     Condition        Report By
 AN0234  HISTORY     - 1941     MONUMENTED       CGS
 AN0234  HISTORY     - 1943     GOOD             NGS
 AN0234  HISTORY     - 1953     GOOD             NGS
 AN0234  HISTORY     - 1991     GOOD             USPSQD
 AN0234
 AN0234                          STATION DESCRIPTION
 AN0234
 AN0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0234'IN MARKHAM.
 AN0234'AT MARKHAM, MATAGORDA COUNTY, ON A PAVED ROAD, ABOUT 280 FEET SOUTH OF
 AN0234'THE CROSSING OF THE TEXAS AND NEW ORLEANS RAILROAD, AT A CONCRETE
 AN0234'CULVERT UNDER THE DRIVEWAY TO A COTTON GIN, IN THE TOP OF THE EAST END
 AN0234'OF THE SOUTH HEAD WALL, 27 FEET EAST OF THE CENTER LINE OF THE PAVED
 AN0234'ROAD, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED R 576
 AN0234'1941.
 AN0234
 AN0234                          STATION RECOVERY (1953)
 AN0234
 AN0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AN0234'RECOVERED IN GOOD CONDITION.
 AN0234
 AN0234                          STATION RECOVERY (1991)
 AN0234
 AN0234'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0565 ***********************************************************************
 AX0565  DESIGNATION -  R 577
 AX0565  PID         -  AX0565
 AX0565  STATE/COUNTY-  TX/WHARTON
 AX0565  USGS QUAD   -  LOUISE (1981)
 AX0565
 AX0565                         *CURRENT SURVEY CONTROL
 AX0565  ___________________________________________________________________
 AX0565* NAD 83(1986)-  29 05 06.     (N)    096 25 19.     (W)     SCALED    
 AX0565* NAVD 88     -        22.99   (+/-2cm)      75.4    (feet)  VERTCON   
 AX0565  ___________________________________________________________________
 AX0565  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0565
 AX0565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0565
 AX0565.The horizontal coordinates were scaled from a topographic map and have
 AX0565.an estimated accuracy of +/- 6 seconds.
 AX0565
 AX0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0565.The vertical order pertains to the NGVD 29 superseded value.
 AX0565
 AX0565.The geoid height was determined by GEOID03.
 AX0565
 AX0565;                    North         East    Units  Estimated Accuracy
 AX0565;SPC TXSC     - 4,141,480.      850,950.      MT  (+/- 180 meters Scaled)
 AX0565
 AX0565                          SUPERSEDED SURVEY CONTROL
 AX0565
 AX0565  NGVD 29 (??/??/92)   22.996  (m)           75.45   (f) ADJ UNCH    2 0
 AX0565
 AX0565.Superseded values are not recommended for survey control.
 AX0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0565.See file dsdata.txt to determine how the superseded data were derived.
 AX0565
 AX0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT509201(NAD 83)
 AX0565_MARKER: DB = BENCH MARK DISK
 AX0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0565_STAMPING: R 577 1941
 AX0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0565+STABILITY: SURFACE MOTION
 AX0565
 AX0565  HISTORY     - Date     Condition        Report By
 AX0565  HISTORY     - 1941     MONUMENTED       CGS
 AX0565  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0565  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0565
 AX0565                          STATION DESCRIPTION
 AX0565
 AX0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0565'2.1 MI SW FROM LOUISE.
 AX0565'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AX0565'LOUISE-- GO SOUTHWEST ON STATE HIGHWAY NO. 59, 1.1 MILES TO
 AX0565'INTERSECTION OF ROAD TO FRANCITAS.  THENCE TURN LEFT (SOUTHEASTERLY)
 AX0565'AND GO 1.0 MILE TO CURVE IN ROAD AND SITE OF MARK.  BENCH MARK IS
 AX0565'ABOUT 200.0 FEET SOUTH OF THE CENTER OF THE CURVE IN THE ROAD, 43.0
 AX0565'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX0565'ROAD, 3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST AND 1.0 FOOT
 AX0565'WEST OF THE RIGHT-OF-WAY.  MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AX0565
 AX0565                          STATION RECOVERY (1965)
 AX0565
 AX0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0565'MARK NOT FOUND.
 AX0565
 AX0565                          STATION RECOVERY (1998)
 AX0565
 AX0565'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0564 ***********************************************************************
 AX0564  DESIGNATION -  R 578
 AX0564  PID         -  AX0564
 AX0564  STATE/COUNTY-  TX/WHARTON
 AX0564  USGS QUAD   -  EL CAMPO SE (1981)
 AX0564
 AX0564                         *CURRENT SURVEY CONTROL
 AX0564  ___________________________________________________________________
 AX0564* NAD 83(1986)-  29 01 44.     (N)    096 20 23.     (W)     SCALED    
 AX0564* NAVD 88     -        20.12   (+/-2cm)      66.0    (feet)  VERTCON   
 AX0564  ___________________________________________________________________
 AX0564  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0564
 AX0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0564
 AX0564.The horizontal coordinates were scaled from a topographic map and have
 AX0564.an estimated accuracy of +/- 6 seconds.
 AX0564
 AX0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0564.The vertical order pertains to the NGVD 29 superseded value.
 AX0564
 AX0564.The geoid height was determined by GEOID03.
 AX0564
 AX0564;                    North         East    Units  Estimated Accuracy
 AX0564;SPC TXSC     - 4,135,450.      859,090.      MT  (+/- 180 meters Scaled)
 AX0564
 AX0564                          SUPERSEDED SURVEY CONTROL
 AX0564
 AX0564  NGVD 29 (??/??/92)   20.140  (m)           66.08   (f) ADJ UNCH    2 0
 AX0564
 AX0564.Superseded values are not recommended for survey control.
 AX0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0564.See file dsdata.txt to determine how the superseded data were derived.
 AX0564
 AX0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT590141(NAD 83)
 AX0564_MARKER: DB = BENCH MARK DISK
 AX0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0564_STAMPING: R 578 1941
 AX0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0564+STABILITY: SURFACE MOTION
 AX0564
 AX0564  HISTORY     - Date     Condition        Report By
 AX0564  HISTORY     - 1941     MONUMENTED       CGS
 AX0564
 AX0564                          STATION DESCRIPTION
 AX0564
 AX0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0564'9.8 MI SW FROM DANEVANG.
 AX0564'TO REACH THE BENCH MARK FROM THE CROSSROAD IN DANEVANG-- PROCEED WEST
 AX0564'ON GRADED ROAD, 8.0 MILES TO INTERSECTION WITH NORTH-SOUTH ROAD,
 AX0564'THENCE TURN LEFT (SOUTH) AND GO 1.8 MILES TO A FENCE CORNER AND SITE
 AX0564'OF MARK.  MARK IS STAMPED R 578 1941.  BENCH MARK IS AT A FENCE CORNER
 AX0564'ABOUT 0.1 MILE SOUTH OF A SMALL CULVERT, 31.0 FEET WEST OF AND ABOUT
 AX0564'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A
 AX0564'4X4 INCH WOODEN MARKER POST, 3.0 FEET WEST OF THE RIGHT-OF-WAY FENCE
 AX0564'AND 1.0 FOOT NORTH OF THE EAST-WEST FENCE.  MONUMENT PROJECTS ABOUT
 AX0564'0.6 FOOT.  STANDARD DISK IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0079 ***********************************************************************
 AN0079  DESIGNATION -  R 579
 AN0079  PID         -  AN0079
 AN0079  STATE/COUNTY-  TX/JACKSON
 AN0079  USGS QUAD   -  FRANCITAS NW (1995)
 AN0079
 AN0079                         *CURRENT SURVEY CONTROL
 AN0079  ___________________________________________________________________
 AN0079* NAD 83(1986)-  28 57 59.     (N)    096 29 13.     (W)     SCALED    
 AN0079* NAVD 88     -        17.02   (+/-2cm)      55.8    (feet)  VERTCON   
 AN0079  ___________________________________________________________________
 AN0079  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0079
 AN0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0079
 AN0079.The horizontal coordinates were scaled from a topographic map and have
 AN0079.an estimated accuracy of +/- 6 seconds.
 AN0079
 AN0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0079.The vertical order pertains to the NGVD 29 superseded value.
 AN0079
 AN0079.The geoid height was determined by GEOID03.
 AN0079
 AN0079;                    North         East    Units  Estimated Accuracy
 AN0079;SPC TXSC     - 4,128,210.      844,900.      MT  (+/- 180 meters Scaled)
 AN0079
 AN0079                          SUPERSEDED SURVEY CONTROL
 AN0079
 AN0079  NGVD 29 (??/??/92)   17.037  (m)           55.90   (f) ADJ UNCH    2 0
 AN0079
 AN0079.Superseded values are not recommended for survey control.
 AN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0079.See file dsdata.txt to determine how the superseded data were derived.
 AN0079
 AN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT448068(NAD 83)
 AN0079_MARKER: DB = BENCH MARK DISK
 AN0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0079_SP_SET: CULVERT
 AN0079_STAMPING: R 579 1941
 AN0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0079
 AN0079  HISTORY     - Date     Condition        Report By
 AN0079  HISTORY     - 1941     MONUMENTED       CGS
 AN0079  HISTORY     - 1972     GOOD             NGS
 AN0079  HISTORY     - 19910629 GOOD             USPSQD
 AN0079
 AN0079                          STATION DESCRIPTION
 AN0079
 AN0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0079'5.5 MI SE FROM GANADO.
 AN0079'ABOUT 5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE
 AN0079'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, SET IN THE TOP AND 1.5 FEET
 AN0079'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF
 AN0079'AN 18- X 4-FOOT CULVERT WITH WINGWALLS AND UNDER THE HIGHWAY, 17 1/2
 AN0079'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET NORTHWEST OF
 AN0079'THE CENTER LINE OF AN EAST-WEST SHELL ROAD, AND ABOUT 1/2 FOOT ABOVE
 AN0079'THE LEVEL OF THE HIGHWAY.
 AN0079
 AN0079                          STATION RECOVERY (1991)
 AN0079
 AN0079'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0434 ***********************************************************************
 AN0434  DESIGNATION -  R 580 RESET 1955
 AN0434  PID         -  AN0434
 AN0434  STATE/COUNTY-  TX/CALHOUN
 AN0434  USGS QUAD   -  SEADRIFT (1973)
 AN0434
 AN0434                         *CURRENT SURVEY CONTROL
 AN0434  ___________________________________________________________________
 AN0434* NAD 83(1986)-  28 27 57.     (N)    096 41 02.     (W)     SCALED    
 AN0434* NAVD 88     -         4.16   (+/-2cm)      13.6    (feet)  VERTCON   
 AN0434  ___________________________________________________________________
 AN0434  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0434
 AN0434  VERT ORDER  -  THIRD (See Below)
 AN0434
 AN0434.The horizontal coordinates were scaled from a topographic map and have
 AN0434.an estimated accuracy of +/- 6 seconds.
 AN0434
 AN0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0434.The vertical order pertains to the NGVD 29 superseded value.
 AN0434
 AN0434.The geoid height was determined by GEOID03.
 AN0434
 AN0434;                    North         East    Units  Estimated Accuracy
 AN0434;SPC TXSC     - 4,072,350.      826,810.      MT  (+/- 180 meters Scaled)
 AN0434
 AN0434                          SUPERSEDED SURVEY CONTROL
 AN0434
 AN0434  NGVD 29 (01/29/03)    4.28   (m)           14.0    (f) RESET       3  
 AN0434
 AN0434.Superseded values are not recommended for survey control.
 AN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0434.See file dsdata.txt to determine how the superseded data were derived.
 AN0434
 AN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS267509(NAD 83)
 AN0434_MARKER: DD = SURVEY DISK
 AN0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0434_SP_SET: CULVERT
 AN0434_STAMPING: R 580 RESET 1955
 AN0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0434
 AN0434  HISTORY     - Date     Condition        Report By
 AN0434  HISTORY     - 1955     MONUMENTED       TXHD
 AN0434  HISTORY     - 1961     GOOD             TXHD
 AN0434  HISTORY     - 1988     GOOD             USPSQD
 AN0434  HISTORY     - 1990     GOOD             USPSQD
 AN0434  HISTORY     - 19920809 GOOD             USPSQD
 AN0434
 AN0434                          STATION DESCRIPTION
 AN0434
 AN0434'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN0434'5.3 MI N FROM SEADRIFT.
 AN0434'2.2 MILES NORTH ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS,
 AN0434'BROWNSVILLE AND MEXICO RAILWAY STATION AT SEADRIFT, THENCE 3.1 MILES
 AN0434'NORTHEAST ALONG STATE HIGHWAY 238.  AT A 8- BY 4- BY 42-FOOT CONCRETE
 AN0434'BOX CULVERT, 21.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 1
 AN0434'FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF THE EAST END OF THE
 AN0434'SOUTH HEAD WALL.
 AN0434
 AN0434                          STATION RECOVERY (1988)
 AN0434
 AN0434'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0434'RECOVERED IN GOOD CONDITION.
 AN0434
 AN0434                          STATION RECOVERY (1990)
 AN0434
 AN0434'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0434'RECOVERED IN GOOD CONDITION.
 AN0434
 AN0434                          STATION RECOVERY (1992)
 AN0434
 AN0434'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0273 ***********************************************************************
 AN0273  DESIGNATION -  R 581
 AN0273  PID         -  AN0273
 AN0273  STATE/COUNTY-  TX/MATAGORDA
 AN0273  USGS QUAD   -  BLESSING SE (1995)
 AN0273
 AN0273                         *CURRENT SURVEY CONTROL
 AN0273  ___________________________________________________________________
 AN0273* NAD 83(1986)-  28 47 13.     (N)    096 00 16.     (W)     SCALED    
 AN0273* NAVD 88     -         5.87   (+/-2cm)      19.3    (feet)  VERTCON   
 AN0273  ___________________________________________________________________
 AN0273  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN0273
 AN0273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0273
 AN0273.The horizontal coordinates were scaled from a topographic map and have
 AN0273.an estimated accuracy of +/- 6 seconds.
 AN0273
 AN0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0273.The vertical order pertains to the NGVD 29 superseded value.
 AN0273
 AN0273.The geoid height was determined by GEOID03.
 AN0273
 AN0273;                    North         East    Units  Estimated Accuracy
 AN0273;SPC TXSC     - 4,109,430.      892,420.      MT  (+/- 180 meters Scaled)
 AN0273
 AN0273                          SUPERSEDED SURVEY CONTROL
 AN0273
 AN0273  NGVD 29 (??/??/92)    5.917  (m)           19.41   (f) ADJ UNCH    2 0
 AN0273
 AN0273.Superseded values are not recommended for survey control.
 AN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0273.See file dsdata.txt to determine how the superseded data were derived.
 AN0273
 AN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS924880(NAD 83)
 AN0273_MARKER: DB = BENCH MARK DISK
 AN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0273_STAMPING: R 581 1941
 AN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0273+STABILITY: SURFACE MOTION
 AN0273
 AN0273  HISTORY     - Date     Condition        Report By
 AN0273  HISTORY     - 1941     MONUMENTED       CGS
 AN0273  HISTORY     - 1960     GOOD             NGS
 AN0273  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0273
 AN0273                          STATION DESCRIPTION
 AN0273
 AN0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AN0273'4.9 MI W FROM GULF HILL.
 AN0273'4.9 MILES WEST ALONG AN OILED ROAD FROM GULF HILL SIDING ON THE
 AN0273'ATCHISON, TOPEKA AND SANTA FE RAILWAY, MATAGORDA COUNTY, 0.1 MILE EAST
 AN0273'OF A LARGE WOODEN BRIDGE, 60 FEET SOUTH OF THE CENTER LINE OF THE
 AN0273'ROAD, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, 2 FEET SOUTH OF A
 AN0273'FENCE, AND ABOUT 3 FEET LOWER THAN THE OF A CONCRETE POST PROJECTING
 AN0273'0.5 FOOT ABOVE GROUND.  NOTE-- IT THE SOUTH RIGHT-OF-WAY FENCE LINE,
 AN0273'20 FEET EAST OF A BRACED POST AND ABOUT 0.1 MILE EAST OF A NEW BRIDGE.
 AN0273
 AN0273                          STATION RECOVERY (1991)
 AN0273
 AN0273'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0288 ***********************************************************************
 AN0288  DESIGNATION -  R 582
 AN0288  PID         -  AN0288
 AN0288  STATE/COUNTY-  TX/MATAGORDA
 AN0288  USGS QUAD   -  PALACIOS (1995)
 AN0288
 AN0288                         *CURRENT SURVEY CONTROL
 AN0288  ___________________________________________________________________
 AN0288* NAD 83(1986)-  28 39 59.     (N)    096 11 04.     (W)     SCALED    
 AN0288* NAVD 88     -         4.73   (+/-2cm)      15.5    (feet)  VERTCON   
 AN0288  ___________________________________________________________________
 AN0288  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN0288
 AN0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0288
 AN0288.The horizontal coordinates were scaled from a topographic map and have
 AN0288.an estimated accuracy of +/- 6 seconds.
 AN0288
 AN0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0288.The vertical order pertains to the NGVD 29 superseded value.
 AN0288
 AN0288.The geoid height was determined by GEOID03.
 AN0288
 AN0288;                    North         East    Units  Estimated Accuracy
 AN0288;SPC TXSC     - 4,095,640.      875,180.      MT  (+/- 180 meters Scaled)
 AN0288
 AN0288                          SUPERSEDED SURVEY CONTROL
 AN0288
 AN0288  NGVD 29 (??/??/92)    4.799  (m)           15.74   (f) ADJ UNCH    2 0
 AN0288
 AN0288.Superseded values are not recommended for survey control.
 AN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0288.See file dsdata.txt to determine how the superseded data were derived.
 AN0288
 AN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS751742(NAD 83)
 AN0288_MARKER: DB = BENCH MARK DISK
 AN0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0288_STAMPING: R 582 1941
 AN0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0288+STABILITY: SURFACE MOTION
 AN0288
 AN0288  HISTORY     - Date     Condition        Report By
 AN0288  HISTORY     - 1941     MONUMENTED       CGS
 AN0288
 AN0288                          STATION DESCRIPTION
 AN0288
 AN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0288'5.2 MI SE FROM COLLEGEPORT.
 AN0288'5.2 MILES SOUTHEAST OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH MARK
 AN0288'MAY BE REACHED FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A PAVED
 AN0288'COUNTY ROAD, THENCE 4.6 MILES SOUTH ALONG THE OYSTER LAKE ROAD. IT IS
 AN0288'50 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, IN LINE WITH A LOW
 AN0288'MOUND OF DIRT ABOUT 125 FEET NORTH OF THE ROAD, 4 FEET WEST OF A WHITE
 AN0288'WOODEN WITNESS POST, 0.6 FOOT SOUTH OF A FENCE, AND ABOUT 1 FOOT LOWER
 AN0288'THAN THE ROAD.  A STANDARD DISK, STAMPED R 582 1941 AND SET IN THE TOP
 AN0288'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0207 ***********************************************************************
 AN0207  DESIGNATION -  R 583
 AN0207  PID         -  AN0207
 AN0207  STATE/COUNTY-  TX/MATAGORDA
 AN0207  USGS QUAD   -  BLESSING (1995)
 AN0207
 AN0207                         *CURRENT SURVEY CONTROL
 AN0207  ___________________________________________________________________
 AN0207* NAD 83(1986)-  28 45 24.     (N)    096 12 37.     (W)     SCALED    
 AN0207* NAVD 88     -         6.35   (+/-2cm)      20.8    (feet)  VERTCON   
 AN0207  ___________________________________________________________________
 AN0207  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0207
 AN0207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0207
 AN0207.The horizontal coordinates were scaled from a topographic map and have
 AN0207.an estimated accuracy of +/- 6 seconds.
 AN0207
 AN0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0207.The vertical order pertains to the NGVD 29 superseded value.
 AN0207
 AN0207.The geoid height was determined by GEOID03.
 AN0207
 AN0207;                    North         East    Units  Estimated Accuracy
 AN0207;SPC TXSC     - 4,105,580.      872,410.      MT  (+/- 180 meters Scaled)
 AN0207
 AN0207                          SUPERSEDED SURVEY CONTROL
 AN0207
 AN0207  NGVD 29 (??/??/92)    6.42   (m)           21.1    (f) COMPUTED    2 0
 AN0207
 AN0207.Superseded values are not recommended for survey control.
 AN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0207.See file dsdata.txt to determine how the superseded data were derived.
 AN0207
 AN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS724842(NAD 83)
 AN0207_MARKER: DB = BENCH MARK DISK
 AN0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0207_SP_SET: CULVERT
 AN0207_STAMPING: R 583 1941
 AN0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0207
 AN0207  HISTORY     - Date     Condition        Report By
 AN0207  HISTORY     - 1941     MONUMENTED       CGS
 AN0207
 AN0207                          STATION DESCRIPTION
 AN0207
 AN0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0207'4.0 MI NE FROM PALACIOS.
 AN0207'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. AT PALACIOS--
 AN0207'GO 4.0 MILES NORTHEASTERLY ALONG STATE HIWAY NO. 35 TO THE SITE OF THE
 AN0207'MARK, AND CROSS ROAD.  BENCH MARK IS IN THE SOUTH WING WALL AT WEST
 AN0207'END OF A 3X3 BOX CULVERT UNDER HIWAY NO. 35, AND 42.0 FEET SOUTH OF
 AN0207'THE CENTERLINE OF THE CROSSROAD.  A MONEL METAL DISK SET HORIZONTALLY
 AN0207'IN A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0208 ***********************************************************************
 AN0208  DESIGNATION -  R 583 RESET 1963
 AN0208  PID         -  AN0208
 AN0208  STATE/COUNTY-  TX/MATAGORDA
 AN0208  USGS QUAD   -  BLESSING (1995)
 AN0208
 AN0208                         *CURRENT SURVEY CONTROL
 AN0208  ___________________________________________________________________
 AN0208* NAD 83(1986)-  28 45 25.     (N)    096 12 37.     (W)     SCALED    
 AN0208* NAVD 88     -         6.09   (+/-2cm)      20.0    (feet)  VERTCON   
 AN0208  ___________________________________________________________________
 AN0208  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0208
 AN0208  VERT ORDER  -  THIRD (See Below)
 AN0208
 AN0208.The horizontal coordinates were scaled from a topographic map and have
 AN0208.an estimated accuracy of +/- 6 seconds.
 AN0208
 AN0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0208.The vertical order pertains to the NGVD 29 superseded value.
 AN0208
 AN0208.The geoid height was determined by GEOID03.
 AN0208
 AN0208;                    North         East    Units  Estimated Accuracy
 AN0208;SPC TXSC     - 4,105,610.      872,410.      MT  (+/- 180 meters Scaled)
 AN0208
 AN0208                          SUPERSEDED SURVEY CONTROL
 AN0208
 AN0208  NGVD 29 (??/??/??)    6.15   (m)           20.2    (f) RESET       3  
 AN0208
 AN0208.Superseded values are not recommended for survey control.
 AN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0208.See file dsdata.txt to determine how the superseded data were derived.
 AN0208
 AN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS724842(NAD 83)
 AN0208_MARKER: DB = BENCH MARK DISK
 AN0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0208_STAMPING: R 583 RESET 1963
 AN0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0208+STABILITY: SURFACE MOTION
 AN0208
 AN0208  HISTORY     - Date     Condition        Report By
 AN0208  HISTORY     - 1963     MONUMENTED       CGS
 AN0208  HISTORY     - 1991     GOOD             USPSQD
 AN0208
 AN0208                          STATION DESCRIPTION
 AN0208
 AN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0208'3.4 MI NE FROM PALACIOS.
 AN0208'2.9 MILES NORTH ALONG HIGHWAY 35 FROM THE INTERSECTION WITH LOOP 141
 AN0208'AT PALACIOS, MATAGORDA COUNTY, 333 FEET SOUTH OF CROSSROAD
 AN0208'INTERSECTION, 48 FEET WEST OF CENTER LINE OF HIGHWAY 35, 17.5 FEET
 AN0208'NORTH OF POWERLINE POLE, 2 FEET SOUTH-SOUTHEAST OF STEEL WITNESS POST,
 AN0208'2 FEET NORTHEAST OF FENCE-CORNER-POST, 1 FOOT EAST OF RIGHT-OF-WAY
 AN0208'FENCE.  A STANDARD DISK, STAMPED R 583 RESET 1963 SET IN TOP OF 10- BY
 AN0208'10-INCH CONCRETE POST WHICH PROJECTS 6-INCHES.
 AN0208
 AN0208                          STATION RECOVERY (1991)
 AN0208
 AN0208'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0121 ***********************************************************************
 AN0121  DESIGNATION -  R 584
 AN0121  PID         -  AN0121
 AN0121  STATE/COUNTY-  TX/JACKSON
 AN0121  USGS QUAD   -  FRANCITAS (1995)
 AN0121
 AN0121                         *CURRENT SURVEY CONTROL
 AN0121  ___________________________________________________________________
 AN0121* NAD 83(1986)-  28 50 38.     (N)    096 20 21.     (W)     SCALED    
 AN0121* NAVD 88     -         8.85   (+/-2cm)      29.0    (feet)  VERTCON   
 AN0121  ___________________________________________________________________
 AN0121  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0121
 AN0121  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0121
 AN0121.The horizontal coordinates were scaled from a topographic map and have
 AN0121.an estimated accuracy of +/- 6 seconds.
 AN0121
 AN0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0121.The vertical order pertains to the NGVD 29 superseded value.
 AN0121
 AN0121.The geoid height was determined by GEOID03.
 AN0121
 AN0121;                    North         East    Units  Estimated Accuracy
 AN0121;SPC TXSC     - 4,114,950.      859,610.      MT  (+/- 180 meters Scaled)
 AN0121
 AN0121                          SUPERSEDED SURVEY CONTROL
 AN0121
 AN0121  NGVD 29 (??/??/92)    8.907  (m)           29.22   (f) ADJ UNCH    1 2
 AN0121
 AN0121.Superseded values are not recommended for survey control.
 AN0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0121.See file dsdata.txt to determine how the superseded data were derived.
 AN0121
 AN0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS596935(NAD 83)
 AN0121_MARKER: DB = BENCH MARK DISK
 AN0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0121_STAMPING: R 584 1941
 AN0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0121+STABILITY: SURFACE MOTION
 AN0121
 AN0121  HISTORY     - Date     Condition        Report By
 AN0121  HISTORY     - 1941     MONUMENTED       CGS
 AN0121  HISTORY     - 1951     GOOD             NGS
 AN0121  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0121
 AN0121                          STATION DESCRIPTION
 AN0121
 AN0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0121'1.0 MI S FROM FRANCITAS.
 AN0121'1.0 MILE SOUTH ALONG A SHELL ROAD FROM THE ST. LOUIS, BROWNSVILLE AND
 AN0121'MEXICO RAILROAD STATION AT FRANCITAS, 430 FEET NORTH OF A WOODEN
 AN0121'BRIDGE, 21 FEET EAST OF THE CENTER LINE OF A SHELL ROAD, 9 FEET SOUTH
 AN0121'OF THE CENTER OF A WIRE GATE, 4 FEET NORTH OF A WITNESS POST, SET IN
 AN0121'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AN0121
 AN0121                          STATION RECOVERY (1978)
 AN0121
 AN0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0121'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0222 ***********************************************************************
 AM0222  DESIGNATION -  R 585
 AM0222  PID         -  AM0222
 AM0222  STATE/COUNTY-  TX/BRAZORIA
 AM0222  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0222
 AM0222                         *CURRENT SURVEY CONTROL
 AM0222  ___________________________________________________________________
 AM0222* NAD 83(1986)-  28 56 57.     (N)    095 32 28.     (W)     SCALED    
 AM0222* NAVD 88     -         3.66   (+/-2cm)      12.0    (feet)  VERTCON   
 AM0222  ___________________________________________________________________
 AM0222  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AM0222
 AM0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0222
 AM0222.The horizontal coordinates were scaled from a topographic map and have
 AM0222.an estimated accuracy of +/- 6 seconds.
 AM0222
 AM0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0222.The vertical order pertains to the NGVD 29 superseded value.
 AM0222
 AM0222.The geoid height was determined by GEOID03.
 AM0222
 AM0222;                    North         East    Units  Estimated Accuracy
 AM0222;SPC TXSC     - 4,128,650.      937,110.      MT  (+/- 180 meters Scaled)
 AM0222
 AM0222                          SUPERSEDED SURVEY CONTROL
 AM0222
 AM0222  NGVD 29 (??/??/92)    3.69   (m)           12.1    (f) COMPUTED    2 0
 AM0222
 AM0222.Superseded values are not recommended for survey control.
 AM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0222.See file dsdata.txt to determine how the superseded data were derived.
 AM0222
 AM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN523050(NAD 83)
 AM0222_MARKER: DB = BENCH MARK DISK
 AM0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0222_STAMPING: R 585 1941
 AM0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0222+STABILITY: SURFACE MOTION
 AM0222
 AM0222  HISTORY     - Date     Condition        Report By
 AM0222  HISTORY     - 1941     MONUMENTED       CGS
 AM0222  HISTORY     - 1951     MARK NOT FOUND   USGS
 AM0222  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0222
 AM0222                          STATION DESCRIPTION
 AM0222
 AM0222'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AM0222'5.4 MI SE FROM BRAZORIA.
 AM0222'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE MISSOURI PACIFIC
 AM0222'RAILROAD STATION AT BRAZORIA, THENCE 3.05 MILES SOUTHWEST ALONG A
 AM0222'COUNTY ROAD.  1.1 MILES NORTHEAST OF CHURCHILL BRIDGE OVER SAN BERNARD
 AM0222'RIVER, 0.6 MILE SOUTH OF THE CATTLE GUARD AT THE SOUTHWEST EDGE OF
 AM0222'CLEMENS STATE (PRISON) FARM, 0.3 MILE NORTH OF A CURVE IN THE ROAD, 40
 AM0222'FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A POLE, 3 FEET
 AM0222'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 AM0222'STANDARD DISK, STAMPED R 585 1941 AND SET IN THE TOP OF A CONCRETE
 AM0222'POST PROJECTING 0.9 FOOT ABOVE GROUND.
 AM0222
 AM0222                          STATION RECOVERY (2003)
 AM0222
 AM0222'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0299 ***********************************************************************
 AM0299  DESIGNATION -  R 586
 AM0299  PID         -  AM0299
 AM0299  STATE/COUNTY-  TX/BRAZORIA
 AM0299  USGS QUAD   -  JONES CREEK (1974)
 AM0299
 AM0299                         *CURRENT SURVEY CONTROL
 AM0299  ___________________________________________________________________
 AM0299* NAD 83(1986)-  28 59 05.     (N)    095 29 22.     (W)     SCALED    
 AM0299* NAVD 88     -         5.89   (+/-2cm)      19.3    (feet)  VERTCON   
 AM0299  ___________________________________________________________________
 AM0299  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AM0299
 AM0299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0299
 AM0299.The horizontal coordinates were scaled from a topographic map and have
 AM0299.an estimated accuracy of +/- 6 seconds.
 AM0299
 AM0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0299.The vertical order pertains to the NGVD 29 superseded value.
 AM0299
 AM0299.The geoid height was determined by GEOID03.
 AM0299
 AM0299;                    North         East    Units  Estimated Accuracy
 AM0299;SPC TXSC     - 4,132,740.      942,020.      MT  (+/- 180 meters Scaled)
 AM0299
 AM0299                          SUPERSEDED SURVEY CONTROL
 AM0299
 AM0299  NGVD 29 (??/??/92)    5.915  (m)           19.41   (f) ADJ UNCH    2 0
 AM0299
 AM0299.Superseded values are not recommended for survey control.
 AM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0299.See file dsdata.txt to determine how the superseded data were derived.
 AM0299
 AM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN574088(NAD 83)
 AM0299_MARKER: DB = BENCH MARK DISK
 AM0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0299_SP_SET: CULVERT
 AM0299_STAMPING: R 586 1942
 AM0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0299
 AM0299  HISTORY     - Date     Condition        Report By
 AM0299  HISTORY     - 1942     MONUMENTED       CGS
 AM0299  HISTORY     - 1943     GOOD             NGS
 AM0299  HISTORY     - 1987     GOOD             USPSQD
 AM0299  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0299
 AM0299                          STATION DESCRIPTION
 AM0299
 AM0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0299'6.9 MI SE FROM BRAZORIA.
 AM0299'6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE MISSOURI PACIFIC
 AM0299'RAILROAD STATION AT BRAZORIA, 1.6 MILES EAST OF A CATTLE GUARD ACROSS
 AM0299'THE HIGHWAY, AT THE JUNCTION OF A ROAD LEADING SOUTH TO PERRY LANDING,
 AM0299'50 FEET WEST OF THE CENTERLINE OF THE ROAD, 14 FEET SOUTH OF THE
 AM0299'CENTERLINE OF THE HIGHWAY, AT A CONCRETE DOUBLE-BOX CULVERT UNDER THE
 AM0299'HIGHWAY, IN THE TOP OF THE SOUTH HEADWALL, AND LEVEL WITH THE HIGHWAY.
 AM0299'A STANDARD DISK, STAMPED R 586 1942.
 AM0299
 AM0299                          STATION RECOVERY (1987)
 AM0299
 AM0299'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AM0299'RECOVERED IN GOOD CONDITION.
 AM0299
 AM0299                          STATION RECOVERY (1994)
 AM0299
 AM0299'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0046 ***********************************************************************
 AM0046  DESIGNATION -  R 586 RESET 1961
 AM0046  PID         -  AM0046
 AM0046  STATE/COUNTY-  TX/BRAZORIA
 AM0046  USGS QUAD   -  JONES CREEK (1974)
 AM0046
 AM0046                         *CURRENT SURVEY CONTROL
 AM0046  ___________________________________________________________________
 AM0046* NAD 83(1986)-  28 59 04.     (N)    095 29 22.     (W)     SCALED    
 AM0046* NAVD 88     -         5.54   (+/-2cm)      18.2    (feet)  VERTCON   
 AM0046  ___________________________________________________________________
 AM0046  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AM0046
 AM0046  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0046
 AM0046.The horizontal coordinates were scaled from a topographic map and have
 AM0046.an estimated accuracy of +/- 6 seconds.
 AM0046
 AM0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0046.The vertical order pertains to the NGVD 29 superseded value.
 AM0046
 AM0046.The geoid height was determined by GEOID03.
 AM0046
 AM0046;                    North         East    Units  Estimated Accuracy
 AM0046;SPC TXSC     - 4,132,710.      942,020.      MT  (+/- 180 meters Scaled)
 AM0046
 AM0046                          SUPERSEDED SURVEY CONTROL
 AM0046
 AM0046  NGVD 29 (??/??/92)    5.559  (m)           18.24   (f) ADJ UNCH    1 1
 AM0046
 AM0046.Superseded values are not recommended for survey control.
 AM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0046.See file dsdata.txt to determine how the superseded data were derived.
 AM0046
 AM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN574088(NAD 83)
 AM0046_MARKER: DB = BENCH MARK DISK
 AM0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0046_SP_SET: CULVERT
 AM0046_STAMPING: R 586 RESET 1961
 AM0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0046
 AM0046  HISTORY     - Date     Condition        Report By
 AM0046  HISTORY     - 1961     MONUMENTED       TXHD
 AM0046  HISTORY     - 1962     GOOD             NGS
 AM0046  HISTORY     - 1978     GOOD             NGS
 AM0046  HISTORY     - 19940416 GOOD             USPSQD
 AM0046
 AM0046                          STATION DESCRIPTION
 AM0046
 AM0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AM0046'6.6 MI SE FROM BRAZORIA.
 AM0046'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BRAZORIA--
 AM0046'PROCEED SOUTHEASTERLY 6.6 MILES ALONG STATE HIGHWAY NO. 36 TO SITE OF
 AM0046'BENCH MARK.  BENCH MARK IS ABOUT 50 FEET WEST OF THE CENTERLINE OF A
 AM0046'ROAD LEADING SOUTH, 27.0 FEET SOUTH OF AND ABOUT 1.7 FEET BELOW THE
 AM0046'CENTERLINE OF STATE HIGHWAY 36 AND IS SET HORIZONTALLY IN THE SOUTH
 AM0046'HEADWALL OF A DOUBLE-BOX CONCRETE CULVERT UNDER HIGHWAY.  NOTE--
 AM0046'STANDARD DISK SET IN CENTER OF SOUTH HEADWALL OF DOUBLE BOX CULVERT
 AM0046'UNDER HIGHWAY 36, AT JUNCTION OF T-ROAD LEADING SOUTH, 27.3 FEET SOUTH
 AM0046'OF CENTERLINE OF HIGHWAY 36.
 AM0046
 AM0046                          STATION RECOVERY (1978)
 AM0046
 AM0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0046'RECOVERED IN GOOD CONDITION.
 AM0046
 AM0046                          STATION RECOVERY (1994)
 AM0046
 AM0046'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0277 ***********************************************************************
 AH0277  DESIGNATION -  R 587
 AH0277  PID         -  AH0277
 AH0277  STATE/COUNTY-  TX/SAN PATRICIO
 AH0277  USGS QUAD   -  GREGORY (1975)
 AH0277
 AH0277                         *CURRENT SURVEY CONTROL
 AH0277  ___________________________________________________________________
 AH0277* NAD 83(1986)-  27 53 27.     (N)    097 20 35.     (W)     SCALED    
 AH0277* NAVD 88     -        10.664  (meters)      34.99   (feet)  ADJUSTED  
 AH0277  ___________________________________________________________________
 AH0277  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH0277  DYNAMIC HT  -          10.648 (meters)      34.93  (feet)  COMP
 AH0277  MODELED GRAV-     979,134.4   (mgal)                       NAVD 88
 AH0277
 AH0277  VERT ORDER  -  FIRST     CLASS II
 AH0277
 AH0277.The horizontal coordinates were scaled from a topographic map and have
 AH0277.an estimated accuracy of +/- 6 seconds.
 AH0277
 AH0277.The orthometric height was determined by differential leveling
 AH0277.and adjusted by the National Geodetic Survey in June 1991..
 AH0277
 AH0277.The geoid height was determined by GEOID03.
 AH0277
 AH0277.The dynamic height is computed by dividing the NAVD 88
 AH0277.geopotential number by the normal gravity value computed on the
 AH0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0277.degrees latitude (g = 980.6199 gals.).
 AH0277
 AH0277.The modeled gravity was interpolated from observed gravity values.
 AH0277
 AH0277;                    North         East    Units  Estimated Accuracy
 AH0277;SPC TX S     - 5,246,950.      413,910.      MT  (+/- 180 meters Scaled)
 AH0277
 AH0277                          SUPERSEDED SURVEY CONTROL
 AH0277
 AH0277  NGVD 29 (??/??/92)   10.854  (m)           35.61   (f) ADJ UNCH    1 2
 AH0277
 AH0277.Superseded values are not recommended for survey control.
 AH0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0277.See file dsdata.txt to determine how the superseded data were derived.
 AH0277
 AH0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR630862(NAD 83)
 AH0277_MARKER: DB = BENCH MARK DISK
 AH0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0277_STAMPING: R 587 1942
 AH0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0277+STABILITY: SURFACE MOTION
 AH0277
 AH0277  HISTORY     - Date     Condition        Report By
 AH0277  HISTORY     - 1942     MONUMENTED       CGS
 AH0277  HISTORY     - 1959     GOOD             NGS
 AH0277  HISTORY     - 19950610 GOOD             USPSQD
 AH0277
 AH0277                          STATION DESCRIPTION
 AH0277
 AH0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0277'2.2 MI NW FROM PORTLAND.
 AH0277'ABOUT 0.25 MILE NORTH ALONG HOUSTON STREET FROM THE POSTOFFICE AT
 AH0277'PORTLAND, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG U. S. HIGHWAY 181,
 AH0277'THENCE ABOUT 1.75 MILES NORTHWEST ALONG FARM ROAD 893, ABOUT 0.2 MILE
 AH0277'EAST OF THE JUNCTION OF THE HUNT AIRPORT ROAD, 72 FEET NORTH OF THE
 AH0277'CENTER LINE OF THE ROAD, 97 FEET EAST OF THE SOUTHEAST CORNER OF A
 AH0277'LARGE WHITE HOUSE, 32 FEET EAST OF THE CENTER LINE OF A PRIVATE
 AH0277'DRIVEWAY, 35 FEET NORTH OF A POWER POLE, 2 FEET SOUTH OF A FENCE, 0.8
 AH0277'FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN
 AH0277'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AH0277
 AH0277                          STATION RECOVERY (1995)
 AH0277
 AH0277'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0768 ***********************************************************************
 AH0768  DESIGNATION -  R 588
 AH0768  PID         -  AH0768
 AH0768  STATE/COUNTY-  TX/SAN PATRICIO
 AH0768  USGS QUAD   -  ODEM (1975)
 AH0768
 AH0768                         *CURRENT SURVEY CONTROL
 AH0768  ___________________________________________________________________
 AH0768* NAD 83(1986)-  27 55 33.     (N)    097 34 28.     (W)     SCALED    
 AH0768* NAVD 88     -        11.792  (meters)      38.69   (feet)  ADJUSTED  
 AH0768  ___________________________________________________________________
 AH0768  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AH0768  DYNAMIC HT  -          11.774 (meters)      38.63  (feet)  COMP
 AH0768  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 AH0768
 AH0768  VERT ORDER  -  FIRST     CLASS II
 AH0768
 AH0768.The horizontal coordinates were scaled from a topographic map and have
 AH0768.an estimated accuracy of +/- 6 seconds.
 AH0768
 AH0768.The orthometric height was determined by differential leveling
 AH0768.and adjusted by the National Geodetic Survey in June 1991..
 AH0768
 AH0768.The geoid height was determined by GEOID03.
 AH0768
 AH0768.The dynamic height is computed by dividing the NAVD 88
 AH0768.geopotential number by the normal gravity value computed on the
 AH0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0768.degrees latitude (g = 980.6199 gals.).
 AH0768
 AH0768.The modeled gravity was interpolated from observed gravity values.
 AH0768
 AH0768;                    North         East    Units  Estimated Accuracy
 AH0768;SPC TX S     - 5,250,640.      391,100.      MT  (+/- 180 meters Scaled)
 AH0768
 AH0768                          SUPERSEDED SURVEY CONTROL
 AH0768
 AH0768  NGVD 29 (??/??/92)   11.942  (m)           39.18   (f) ADJ UNCH    1 2
 AH0768
 AH0768.Superseded values are not recommended for survey control.
 AH0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0768.See file dsdata.txt to determine how the superseded data were derived.
 AH0768
 AH0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR402898(NAD 83)
 AH0768_MARKER: DB = BENCH MARK DISK
 AH0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0768_STAMPING: R 588 1942
 AH0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0768+STABILITY: SURFACE MOTION
 AH0768
 AH0768  HISTORY     - Date     Condition        Report By
 AH0768  HISTORY     - 1942     MONUMENTED       CGS
 AH0768  HISTORY     - 1951     GOOD             NGS
 AH0768
 AH0768                          STATION DESCRIPTION
 AH0768
 AH0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0768'1.9 MI SE FROM ODEM.
 AH0768'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ODEM-- PROCEED
 AH0768'1.9 MILES SOUTHEAST ALONG MISSOURI PACIFIC BRANCH LINE(S.A.U. AND G.)
 AH0768'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE NORTH OF
 AH0768'LOADING PENS ON THE EAST SIDE OF TRACKS, 29.0 FEET WEST OF MILE POLE
 AH0768'NO.134 AND AT THE SOUTHERLY END OF RAILROAD CUT.  IT IS 48.0 FEET WEST
 AH0768'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE TRACKS, 3.0
 AH0768'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.2 FEET EAST OF
 AH0768'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
 AH0768
 AH0768                          STATION RECOVERY (1951)
 AH0768
 AH0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0775 ***********************************************************************
 AH0775  DESIGNATION -  R 589
 AH0775  PID         -  AH0775
 AH0775  STATE/COUNTY-  TX/NUECES
 AH0775  USGS QUAD   -  ANNAVILLE (1975)
 AH0775
 AH0775                         *CURRENT SURVEY CONTROL
 AH0775  ___________________________________________________________________
 AH0775* NAD 83(1986)-  27 50 33.     (N)    097 31 28.     (W)     SCALED    
 AH0775* NAVD 88     -         1.50   (+/-2cm)       4.9    (feet)  VERTCON   
 AH0775  ___________________________________________________________________
 AH0775  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AH0775
 AH0775  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0775
 AH0775.The horizontal coordinates were scaled from a topographic map and have
 AH0775.an estimated accuracy of +/- 6 seconds.
 AH0775
 AH0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0775.The vertical order pertains to the NGVD 29 superseded value.
 AH0775
 AH0775.The geoid height was determined by GEOID03.
 AH0775
 AH0775;                    North         East    Units  Estimated Accuracy
 AH0775;SPC TX S     - 5,241,440.      396,100.      MT  (+/- 180 meters Scaled)
 AH0775
 AH0775                          SUPERSEDED SURVEY CONTROL
 AH0775
 AH0775  NGVD 29 (??/??/92)    1.675  (m)            5.50   (f) ADJ UNCH    1 2
 AH0775
 AH0775.Superseded values are not recommended for survey control.
 AH0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0775.See file dsdata.txt to determine how the superseded data were derived.
 AH0775
 AH0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR453806(NAD 83)
 AH0775_MARKER: DB = BENCH MARK DISK
 AH0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0775_STAMPING: R 589 1942
 AH0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0775+STABILITY: SURFACE MOTION
 AH0775
 AH0775  HISTORY     - Date     Condition        Report By
 AH0775  HISTORY     - 1942     MONUMENTED       CGS
 AH0775  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0775  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH0775
 AH0775                          STATION DESCRIPTION
 AH0775
 AH0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0775'8.5 MI NW FROM CORPUS CHRISTI.
 AH0775'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT CORPUS
 AH0775'CHRISTI-- PROCEED 8.5 MILES NORTHWESTERLY ALONG MISSOURI PACIFIC
 AH0775'RAILROAD BRANCH LINE (S.A.U. AND G.) TO THE SITE OF THE BENCH MARK.
 AH0775'BENCH MARK IS ABOUT 8.9 MILES SOUTHEAST OF ODEM, ABOUT 410.0 FEET EAST
 AH0775'OF A WOODEN BRIDGE NO.140-8 AND ABOUT 216.0 FEET EAST OF SIDING SWITCH
 AH0775'AT VIOLA.  IT IS 61.0 SOUTH OF AND ACROSS THE TRACKS FROM MILE POLE
 AH0775'NO.141, 16.5 FEET SOUTH OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF
 AH0775'TRACKS AND 30 FEET NORTH OF RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS
 AH0775'0.5 FOOT.
 AH0775
 AH0775                          STATION RECOVERY (1969)
 AH0775
 AH0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0775'MARK NOT FOUND.
 AH0775
 AH0775                          STATION RECOVERY (2001)
 AH0775
 AH0775'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0349 ***********************************************************************
 AE0349  DESIGNATION -  R 59
 AE0349  PID         -  AE0349
 AE0349  STATE/COUNTY-  TX/HIDALGO
 AE0349  USGS QUAD   -  PHARR (1983)
 AE0349
 AE0349                         *CURRENT SURVEY CONTROL
 AE0349  ___________________________________________________________________
 AE0349* NAD 83(1986)-  26 11 39.     (N)    098 11 07.     (W)     SCALED    
 AE0349* NAVD 88     -        34.912  (meters)     114.54   (feet)  ADJUSTED  
 AE0349  ___________________________________________________________________
 AE0349  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE0349  DYNAMIC HT  -          34.855 (meters)     114.35  (feet)  COMP
 AE0349  MODELED GRAV-     978,995.5   (mgal)                       NAVD 88
 AE0349
 AE0349  VERT ORDER  -  FIRST     CLASS II
 AE0349
 AE0349.The horizontal coordinates were scaled from a topographic map and have
 AE0349.an estimated accuracy of +/- 6 seconds.
 AE0349
 AE0349.The orthometric height was determined by differential leveling
 AE0349.and adjusted by the National Geodetic Survey in June 1991..
 AE0349.WARNING-Repeat measurements at this control monument indicate possible
 AE0349.vertical movement.
 AE0349
 AE0349.The geoid height was determined by GEOID03.
 AE0349
 AE0349.The dynamic height is computed by dividing the NAVD 88
 AE0349.geopotential number by the normal gravity value computed on the
 AE0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0349.degrees latitude (g = 980.6199 gals.).
 AE0349
 AE0349.The modeled gravity was interpolated from observed gravity values.
 AE0349
 AE0349;                    North         East    Units  Estimated Accuracy
 AE0349;SPC TX S     - 5,058,480.      331,460.      MT  (+/- 180 meters Scaled)
 AE0349
 AE0349                          SUPERSEDED SURVEY CONTROL
 AE0349
 AE0349.No superseded survey control is available for this station.
 AE0349
 AE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP814974(NAD 83)
 AE0349_MARKER: DB = BENCH MARK DISK
 AE0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0349_SP_SET: BUILDING
 AE0349_STAMPING: R 59 1918 ELEV. 114.964 FT.
 AE0349_MARK LOGO: CGS   
 AE0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE0349+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 AE0349
 AE0349  HISTORY     - Date     Condition        Report By
 AE0349  HISTORY     - 1918     MONUMENTED       CGS
 AE0349  HISTORY     - 1942     GOOD             NGS
 AE0349  HISTORY     - 1943     GOOD             USGS
 AE0349  HISTORY     - 1981     GOOD             NGS
 AE0349  HISTORY     - 1987     GOOD             USPSQD
 AE0349  HISTORY     - 1987     GOOD             USPSQD
 AE0349  HISTORY     - 20011113 GOOD             TXDOT
 AE0349  HISTORY     - 20040310 GOOD             GEOCAC
 AE0349
 AE0349                          STATION DESCRIPTION
 AE0349
 AE0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0349'IN PHARR.
 AE0349'BENCH MARK IS SET VERTICALLY IN THE NORTHWEST CORNER OF THE NORTH WALL
 AE0349'OF A BRICK BUILDING OCCUPIED BY THE PARK FRONT PHARMACY.  IT IS ONE
 AE0349'BLOCK SOUTHWEST OF AND ACROSS THE PARK AND ACROSS PARK AVENUE FROM THE
 AE0349'MISSOURI PACIFIC RAILROAD STATION, 51.5 FEET SOUTH OF AND ABOUT 3.0
 AE0349'FEET ABOVE THE CENTERLINE OF PARK AVENUE, 11.6 FEET WEST OF THE
 AE0349'CENTERLINE OF THE NORTH ENTRANCE DOOR TO THE PARK FRONT PHARMACY. IT
 AE0349'IS IN THE CENTER OF A 2.0 FOOT BRICK COLUMN AND 2.8 FEET ABOVE THE
 AE0349'CONCRETE WALK.
 AE0349
 AE0349                          STATION RECOVERY (1943)
 AE0349
 AE0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0349'BENCH MARK IS ONE BLOCK SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD
 AE0349'STATION AT PHARR, ONE HALF BLOCK WEST OF U.S. HIGHWAY NO 83 AND IS
 AE0349'SET VERTICALLY IN THE NORTH WALL OF A BRICK BUILDING (OCCUPIED BY THE
 AE0349'PARK FRONT PHARMACY IN 1943), ABOUT 51.0 FEET SOUTH OF THE CENTERLINE
 AE0349'OF PARK AVENUE. IT IS 11.6 FEET WEST OF THE CENTER OF THE ENTRANCE TO
 AE0349'THE BUILDING. 2.8 FEET ABOVE THE CONCRETE SIDE- WALK AND IN THE
 AE0349'CENTER OF A 2-FOOT BRICK COLUMN. A DISK SET IN A DRILL HOLE.
 AE0349
 AE0349                          STATION RECOVERY (1981)
 AE0349
 AE0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0349'IN PHARR, SET VERTICALLY IN THE NORTH FACE OF THE NECOMBE PHARMACY
 AE0349'BUILDING, NEAR THE INTERSECTION OF PARK AVENUE AND ASTER STREET,
 AE0349'0.9 METER (2.9 FT) ABOVE THE SIDEWALK, 9.1 METERS (30.0 FT) SOUTH OF
 AE0349'THE CENTER OF THE EASTBOUND TRAFFIC LANE OF PARK AVENUE, 29.3 METERS
 AE0349'(96.0 FT) EAST OF THE CENTER OF ASTER STREET, 2.3 METERS (7.5 FT) WEST
 AE0349'OF THE ENTRANCE TO THE STORE, 3.7 METERS (12.0 FT) EAST OF THE
 AE0349'CENTER OF A LAUNDRYS MAIN ENTRANCE, 0.46 METERS (1.5 FT) WEST OF THE
 AE0349'EAST EDGE ON A COLUMN, NOTE, BUILDING FACE IS NOW COVERED WITH A
 AE0349'STUCCO FACADE, A DRILL HOLE WAS BORED AND CENTER OF MARK IS
 AE0349'ACCESSIBLE, MARK IS ONE INCH INSIDE WALL.
 AE0349'THE MARK IS 0.9 M ABOVE SIDEWALK.
 AE0349
 AE0349                          STATION RECOVERY (1987)
 AE0349
 AE0349'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0349'RECOVERED IN GOOD CONDITION.
 AE0349
 AE0349                          STATION RECOVERY (1987)
 AE0349
 AE0349'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0349'RECOVERED IN GOOD CONDITION.
 AE0349
 AE0349                          STATION RECOVERY (2001)
 AE0349
 AE0349'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 AE0349'STAMPED ELEVATION ILLEGIBLE-DATUM POINT OK-1981 RECOVERY NOTE AND
 AE0349'DESCRIPTION STILL HOLDS.
 AE0349
 AE0349                          STATION RECOVERY (2004)
 AE0349
 AE0349'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AE0349'RECOVERED IN GOOD CONDITION.  RECESSED ABOUT TWO INCHES INTO WALL.
 AE0349'HANDHELD GPS COORDINATES- N26 11 39.7    W098 11 06.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0408 ***********************************************************************
 AN0408  DESIGNATION -  R 591
 AN0408  PID         -  AN0408
 AN0408  STATE/COUNTY-  TX/CALHOUN
 AN0408  USGS QUAD   -  AUSTWELL (1973)
 AN0408
 AN0408                         *CURRENT SURVEY CONTROL
 AN0408  ___________________________________________________________________
 AN0408* NAD 83(1986)-  28 28 58.     (N)    096 45 41.     (W)     SCALED    
 AN0408* NAVD 88     -         8.00   (+/-2cm)      26.2    (feet)  VERTCON   
 AN0408  ___________________________________________________________________
 AN0408  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0408
 AN0408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0408
 AN0408.The horizontal coordinates were scaled from a topographic map and have
 AN0408.an estimated accuracy of +/- 6 seconds.
 AN0408
 AN0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0408.The vertical order pertains to the NGVD 29 superseded value.
 AN0408
 AN0408.The geoid height was determined by GEOID03.
 AN0408
 AN0408;                    North         East    Units  Estimated Accuracy
 AN0408;SPC TXSC     - 4,074,080.      819,190.      MT  (+/- 180 meters Scaled)
 AN0408
 AN0408                          SUPERSEDED SURVEY CONTROL
 AN0408
 AN0408  NGVD 29 (??/??/92)    8.13   (m)           26.7    (f) COMPUTED    2 0
 AN0408
 AN0408.Superseded values are not recommended for survey control.
 AN0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0408.See file dsdata.txt to determine how the superseded data were derived.
 AN0408
 AN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS191527(NAD 83)
 AN0408_MARKER: DB = BENCH MARK DISK
 AN0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0408_SP_SET: CULVERT
 AN0408_STAMPING: R 591 1942
 AN0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0408
 AN0408  HISTORY     - Date     Condition        Report By
 AN0408  HISTORY     - 1942     MONUMENTED       CGS
 AN0408  HISTORY     - 1988     GOOD             USPSQD
 AN0408  HISTORY     - 1990     GOOD             USPSQD
 AN0408
 AN0408                          STATION DESCRIPTION
 AN0408
 AN0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0408'IN LONGMOTT.
 AN0408'AT LONGMOTT, CALHOUN COUNTY, AT THE BRICK HIGH SCHOOL BUILDING, IN THE
 AN0408'SOUTH WALL, 4 FEET EAST OF THE CENTER OF THE EAST ENTRANCE, AND 4 FEET
 AN0408'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED R 591 1942 AND SET
 AN0408'VERTICALLY.
 AN0408
 AN0408                          STATION RECOVERY (1988)
 AN0408
 AN0408'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AN0408'RECOVERED IN GOOD CONDITION.
 AN0408
 AN0408                          STATION RECOVERY (1990)
 AN0408
 AN0408'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0859 ***********************************************************************
 AN0859  DESIGNATION -  R 592
 AN0859  PID         -  AN0859
 AN0859  STATE/COUNTY-  TX/CALHOUN
 AN0859  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0859
 AN0859                         *CURRENT SURVEY CONTROL
 AN0859  ___________________________________________________________________
 AN0859* NAD 83(1986)-  28 32 44.     (N)    096 35 35.     (W)     SCALED    
 AN0859* NAVD 88     -         3.50   (+/-2cm)      11.5    (feet)  VERTCON   
 AN0859  ___________________________________________________________________
 AN0859  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0859
 AN0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0859
 AN0859.The horizontal coordinates were scaled from a topographic map and have
 AN0859.an estimated accuracy of +/- 6 seconds.
 AN0859
 AN0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0859.The vertical order pertains to the NGVD 29 superseded value.
 AN0859
 AN0859.The geoid height was determined by GEOID03.
 AN0859
 AN0859;                    North         East    Units  Estimated Accuracy
 AN0859;SPC TXSC     - 4,081,360.      835,520.      MT  (+/- 180 meters Scaled)
 AN0859
 AN0859                          SUPERSEDED SURVEY CONTROL
 AN0859
 AN0859  NGVD 29 (??/??/92)    3.616  (m)           11.86   (f) ADJ UNCH    2 0
 AN0859
 AN0859.Superseded values are not recommended for survey control.
 AN0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0859.See file dsdata.txt to determine how the superseded data were derived.
 AN0859
 AN0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS354600(NAD 83)
 AN0859_MARKER: DB = BENCH MARK DISK
 AN0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0859_STAMPING: R 592 1942
 AN0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0859+STABILITY: SURFACE MOTION
 AN0859
 AN0859  HISTORY     - Date     Condition        Report By
 AN0859  HISTORY     - 1942     MONUMENTED       CGS
 AN0859  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0859  HISTORY     - 19980725 GOOD             USPSQD
 AN0859
 AN0859                          STATION DESCRIPTION
 AN0859
 AN0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0859'4.4 MI S FROM PORT LAVACA.
 AN0859'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0859'PORT LAVACA, CALHOUN COUNTY, 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0859'316.  0.2 MILE EAST OF A CORRAL, 59 FEET NORTH OF THE CENTERLINE OF
 AN0859'THE HIGHWAY, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH
 AN0859'OF A FENCE, AND LEVEL WITH HIGHWAY.  A STANDARD DISK, STAMPED R 592
 AN0859'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 AN0859'ABOVE GROUND.
 AN0859
 AN0859                          STATION RECOVERY (1988)
 AN0859
 AN0859'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0859'MARK NOT FOUND.
 AN0859
 AN0859                          STATION RECOVERY (1998)
 AN0859
 AN0859'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0883 ***********************************************************************
 AN0883  DESIGNATION -  R 593
 AN0883  PID         -  AN0883
 AN0883  STATE/COUNTY-  TX/CALHOUN
 AN0883  USGS QUAD   -  GREEN LAKE (1995)
 AN0883
 AN0883                         *CURRENT SURVEY CONTROL
 AN0883  ___________________________________________________________________
 AN0883* NAD 83(1986)-  28 30 05.     (N)    096 50 07.     (W)     SCALED    
 AN0883* NAVD 88     -         0.95   (+/-2cm)       3.1    (feet)  VERTCON   
 AN0883  ___________________________________________________________________
 AN0883  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0883
 AN0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0883
 AN0883.The horizontal coordinates were scaled from a topographic map and have
 AN0883.an estimated accuracy of +/- 6 seconds.
 AN0883
 AN0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0883.The vertical order pertains to the NGVD 29 superseded value.
 AN0883
 AN0883.The geoid height was determined by GEOID03.
 AN0883
 AN0883;                    North         East    Units  Estimated Accuracy
 AN0883;SPC TXSC     - 4,076,000.      811,910.      MT  (+/- 180 meters Scaled)
 AN0883
 AN0883                          SUPERSEDED SURVEY CONTROL
 AN0883
 AN0883  NGVD 29 (??/??/92)    1.086  (m)            3.56   (f) ADJ UNCH    2 0
 AN0883
 AN0883.Superseded values are not recommended for survey control.
 AN0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0883.See file dsdata.txt to determine how the superseded data were derived.
 AN0883
 AN0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS118546(NAD 83)
 AN0883_MARKER: DB = BENCH MARK DISK
 AN0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0883_STAMPING: R 593 1942
 AN0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0883+STABILITY: SURFACE MOTION
 AN0883
 AN0883  HISTORY     - Date     Condition        Report By
 AN0883  HISTORY     - 1942     MONUMENTED       CGS
 AN0883  HISTORY     - 1951     MARK NOT FOUND   USGS
 AN0883  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0883  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0883  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AN0883
 AN0883                          STATION DESCRIPTION
 AN0883
 AN0883'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AN0883'3.1 MI SW FROM GREEN LAKE.
 AN0883'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0883'HIGHWAY 185 AT GREEN LAKE, CALHOUN COUNTY, AT A LONG WOODEN BRIDGE
 AN0883'OVER A CREEK, 71 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 AN0883'(MEASURED FROM THE MIDDLE OF THE BRIDGE), 3 FEET SOUTH OF A WHITE
 AN0883'WOODEN WITNESS POST, 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 4
 AN0883'FEET LOWER THAN THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED R 593 1942
 AN0883'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE
 AN0883'GROUND.
 AN0883
 AN0883                          STATION RECOVERY (1988)
 AN0883
 AN0883'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0883'MARK NOT FOUND.
 AN0883
 AN0883                          STATION RECOVERY (1988)
 AN0883
 AN0883'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0883'MARK NOT FOUND.
 AN0883
 AN0883                          STATION RECOVERY (1989)
 AN0883
 AN0883'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0886 ***********************************************************************
 AN0886  DESIGNATION -  R 594
 AN0886  PID         -  AN0886
 AN0886  STATE/COUNTY-  TX/REFUGIO
 AN0886  USGS QUAD   -  MC FADDIN (1987)
 AN0886
 AN0886                         *CURRENT SURVEY CONTROL
 AN0886  ___________________________________________________________________
 AN0886* NAD 83(1986)-  28 31 20.     (N)    097 02 46.     (W)     SCALED    
 AN0886* NAVD 88     -        21.438  (meters)      70.33   (feet)  ADJUSTED  
 AN0886  ___________________________________________________________________
 AN0886  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0886  DYNAMIC HT  -          21.406 (meters)      70.23  (feet)  COMP
 AN0886  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AN0886
 AN0886  VERT ORDER  -  FIRST     CLASS I
 AN0886
 AN0886.The horizontal coordinates were scaled from a topographic map and have
 AN0886.an estimated accuracy of +/- 6 seconds.
 AN0886
 AN0886.The orthometric height was determined by differential leveling
 AN0886.and adjusted by the National Geodetic Survey in June 1991..
 AN0886
 AN0886.The geoid height was determined by GEOID03.
 AN0886
 AN0886.The dynamic height is computed by dividing the NAVD 88
 AN0886.geopotential number by the normal gravity value computed on the
 AN0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0886.degrees latitude (g = 980.6199 gals.).
 AN0886
 AN0886.The modeled gravity was interpolated from observed gravity values.
 AN0886
 AN0886;                    North         East    Units  Estimated Accuracy
 AN0886;SPC TXSC     - 4,077,950.      791,240.      MT  (+/- 180 meters Scaled)
 AN0886
 AN0886                          SUPERSEDED SURVEY CONTROL
 AN0886
 AN0886  NGVD 29 (??/??/92)   21.579  (m)           70.80   (f) ADJ UNCH    1 1
 AN0886
 AN0886.Superseded values are not recommended for survey control.
 AN0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0886.See file dsdata.txt to determine how the superseded data were derived.
 AN0886
 AN0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS911566(NAD 83)
 AN0886_MARKER: DB = BENCH MARK DISK
 AN0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0886_STAMPING: R 594 1942
 AN0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0886+STABILITY: SURFACE MOTION
 AN0886
 AN0886  HISTORY     - Date     Condition        Report By
 AN0886  HISTORY     - 1942     MONUMENTED       CGS
 AN0886  HISTORY     - 1950     GOOD             NGS
 AN0886  HISTORY     - 1978     GOOD             NGS
 AN0886  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AN0886
 AN0886                          STATION DESCRIPTION
 AN0886
 AN0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0886'3.1 MI SW FROM MCFADDIN.
 AN0886'3.1 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN0886'RAILROAD FROM THE STATION AT MCFADDIN, 125 FEET EAST OF MILEPOST
 AN0886'206-10, 45.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 11 FEET NORTHEAST
 AN0886'OF THE CENTER OF A 4 FOOT WOODEN GATE, 2 FEET NORTHWEST OF A FENCE,
 AN0886'1.2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AN0886'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AN0886
 AN0886                          STATION RECOVERY (1978)
 AN0886
 AN0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0886'3.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0886'POST OFFICE AT MCFADDIN, 45 FT SOUTHEAST OF THE SOUTHEAST RAIL, 11
 AN0886'FT NORTHEAST OF THE CENTER OF A METAL GATE LEADING TO  A FARMHOUSE,
 AN0886'2 FT NORTHWEST OF A FENCELINE.
 AN0886
 AN0886                          STATION RECOVERY (2002)
 AN0886
 AN0886'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN0886'HIGHWAY MODIFICATIONS ELIMINATED FARM HOUSE, FENCE, AND OTHER
 AN0886'DESCRIPTION POINTS AND MARKER PROBABLY NO LONGER EXISTS.  AREA IS NOW
 AN0886'PROPERTY OF THE TEXAS STATE HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0373 ***********************************************************************
 AN0373  DESIGNATION -  R 595
 AN0373  PID         -  AN0373
 AN0373  STATE/COUNTY-  TX/ARANSAS
 AN0373  USGS QUAD   -  TIVOLI SW (1952)
 AN0373
 AN0373                         *CURRENT SURVEY CONTROL
 AN0373  ___________________________________________________________________
 AN0373* NAD 83(1986)-  28 16 26.     (N)    096 57 33.     (W)     SCALED    
 AN0373* NAVD 88     -         2.92   (+/-2cm)       9.6    (feet)  VERTCON   
 AN0373  ___________________________________________________________________
 AN0373  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0373
 AN0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0373
 AN0373.The horizontal coordinates were scaled from a topographic map and have
 AN0373.an estimated accuracy of +/- 6 seconds.
 AN0373
 AN0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0373.The vertical order pertains to the NGVD 29 superseded value.
 AN0373
 AN0373.The geoid height was determined by GEOID03.
 AN0373
 AN0373;                    North         East    Units  Estimated Accuracy
 AN0373;SPC TXSC     - 4,050,580.      800,230.      MT  (+/- 180 meters Scaled)
 AN0373
 AN0373                          SUPERSEDED SURVEY CONTROL
 AN0373
 AN0373  NGVD 29 (??/??/92)    3.047  (m)           10.00   (f) ADJ UNCH    2 0
 AN0373
 AN0373.Superseded values are not recommended for survey control.
 AN0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0373.See file dsdata.txt to determine how the superseded data were derived.
 AN0373
 AN0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS001292(NAD 83)
 AN0373_MARKER: DB = BENCH MARK DISK
 AN0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0373_STAMPING: R 595 1942
 AN0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0373+STABILITY: SURFACE MOTION
 AN0373
 AN0373  HISTORY     - Date     Condition        Report By
 AN0373  HISTORY     - 1942     MONUMENTED       CGS
 AN0373  HISTORY     - 1952     MARK NOT FOUND   USGS
 AN0373  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0373  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN0373
 AN0373                          STATION DESCRIPTION
 AN0373
 AN0373'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AN0373'18.4 MI N FROM ROCKPORT.
 AN0373'18.4 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN0373'ROCKPORT, ARANSAS COUNTY, 0.1 MILE NORTH OF THE NORTH END OF A BRIDGE
 AN0373'OVER SALT CREEK, 54 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 AN0373'SOUTHEAST OF A FENCE CORNER AT AN OFFSET IN THE RIGHT-OF-WAY FENCE, 3
 AN0373'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 AN0373'HIGHWAY.  A STANDARD DISK, STAMPED R 595 1942 AND SET IN THE TOP OF A
 AN0373'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AN0373
 AN0373                          STATION RECOVERY (1990)
 AN0373
 AN0373'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0373'MARK NOT FOUND.
 AN0373
 AN0373                          STATION RECOVERY (1991)
 AN0373
 AN0373'RECOVERY NOTE BY US POWER SQUADRON 1991 (WS)
 AN0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0160 ***********************************************************************
 AJ0160  DESIGNATION -  R 598
 AJ0160  PID         -  AJ0160
 AJ0160  STATE/COUNTY-  TX/JIM WELLS
 AJ0160  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0160
 AJ0160                         *CURRENT SURVEY CONTROL
 AJ0160  ___________________________________________________________________
 AJ0160* NAD 83(1986)-  27 33 24.     (N)    098 13 07.     (W)     SCALED    
 AJ0160* NAVD 88     -        71.698  (meters)     235.23   (feet)  ADJUSTED  
 AJ0160  ___________________________________________________________________
 AJ0160  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AJ0160  DYNAMIC HT  -          71.586 (meters)     234.86  (feet)  COMP
 AJ0160  MODELED GRAV-     979,081.5   (mgal)                       NAVD 88
 AJ0160
 AJ0160  VERT ORDER  -  SECOND    CLASS 0
 AJ0160
 AJ0160.The horizontal coordinates were scaled from a topographic map and have
 AJ0160.an estimated accuracy of +/- 6 seconds.
 AJ0160
 AJ0160.The orthometric height was determined by differential leveling
 AJ0160.and adjusted by the National Geodetic Survey in June 1991..
 AJ0160
 AJ0160.The geoid height was determined by GEOID03.
 AJ0160
 AJ0160.The dynamic height is computed by dividing the NAVD 88
 AJ0160.geopotential number by the normal gravity value computed on the
 AJ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0160.degrees latitude (g = 980.6199 gals.).
 AJ0160
 AJ0160.The modeled gravity was interpolated from observed gravity values.
 AJ0160
 AJ0160;                    North         East    Units  Estimated Accuracy
 AJ0160;SPC TX S     - 5,209,430.      327,790.      MT  (+/- 180 meters Scaled)
 AJ0160
 AJ0160                          SUPERSEDED SURVEY CONTROL
 AJ0160
 AJ0160  NGVD 29 (??/??/92)   71.83   (m)          235.7    (f) COMPUTED    2 0
 AJ0160
 AJ0160.Superseded values are not recommended for survey control.
 AJ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0160.See file dsdata.txt to determine how the superseded data were derived.
 AJ0160
 AJ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR771483(NAD 83)
 AJ0160_MARKER: DB = BENCH MARK DISK
 AJ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0160_STAMPING: R 598 1942
 AJ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0160+STABILITY: SURFACE MOTION
 AJ0160
 AJ0160  HISTORY     - Date     Condition        Report By
 AJ0160  HISTORY     - 1942     MONUMENTED       CGS
 AJ0160  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0160
 AJ0160                          STATION DESCRIPTION
 AJ0160
 AJ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0160'19.8 MI SW FROM ALICE.
 AJ0160'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0160'7.9 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO
 AJ0160'INTERSECTION OF DIRT ROAD LEADING WESTERLY.  THENCE, GO 7.8 MILES
 AJ0160'WESTERLY ALONG THE DIRT ROAD TO PALITO BLANCO SCHOOL HOUSE.  THENCE GO
 AJ0160'3.1 MILES SOUTHWEST ALONG TRACK ROAD TO CURVE.  THENCE 1.0 MILE WEST
 AJ0160'ALONG ROAD TO SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE
 AJ0160'WEST OF A FARM HOUSE, 31.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 AJ0160'AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AJ0160'PROJECTS 0.5 FOOT.
 AJ0160
 AJ0160                          STATION RECOVERY (1962)
 AJ0160
 AJ0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0211 ***********************************************************************
 AJ0211  DESIGNATION -  R 599
 AJ0211  PID         -  AJ0211
 AJ0211  STATE/COUNTY-  TX/DUVAL
 AJ0211  USGS QUAD   -  SAN JOSE (1968)
 AJ0211
 AJ0211                         *CURRENT SURVEY CONTROL
 AJ0211  ___________________________________________________________________
 AJ0211* NAD 83(1986)-  27 34 34.     (N)    098 19 11.     (W)     SCALED    
 AJ0211* NAVD 88     -        94.113  (meters)     308.77   (feet)  ADJUSTED  
 AJ0211  ___________________________________________________________________
 AJ0211  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AJ0211  DYNAMIC HT  -          93.965 (meters)     308.28  (feet)  COMP
 AJ0211  MODELED GRAV-     979,078.1   (mgal)                       NAVD 88
 AJ0211
 AJ0211  VERT ORDER  -  SECOND    CLASS 0
 AJ0211
 AJ0211.The horizontal coordinates were scaled from a topographic map and have
 AJ0211.an estimated accuracy of +/- 6 seconds.
 AJ0211
 AJ0211.The orthometric height was determined by differential leveling
 AJ0211.and adjusted by the National Geodetic Survey in June 1991..
 AJ0211
 AJ0211.The geoid height was determined by GEOID03.
 AJ0211
 AJ0211.The dynamic height is computed by dividing the NAVD 88
 AJ0211.geopotential number by the normal gravity value computed on the
 AJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0211.degrees latitude (g = 980.6199 gals.).
 AJ0211
 AJ0211.The modeled gravity was interpolated from observed gravity values.
 AJ0211
 AJ0211;                    North         East    Units  Estimated Accuracy
 AJ0211;SPC TX S     - 5,211,570.      317,800.      MT  (+/- 180 meters Scaled)
 AJ0211
 AJ0211                          SUPERSEDED SURVEY CONTROL
 AJ0211
 AJ0211  NGVD 29 (??/??/92)   94.174  (m)          308.97   (f) ADJ UNCH    2 0
 AJ0211
 AJ0211.Superseded values are not recommended for survey control.
 AJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0211.See file dsdata.txt to determine how the superseded data were derived.
 AJ0211
 AJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR671504(NAD 83)
 AJ0211_MARKER: DB = BENCH MARK DISK
 AJ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0211_STAMPING: R 599 1942
 AJ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0211+STABILITY: SURFACE MOTION
 AJ0211
 AJ0211  HISTORY     - Date     Condition        Report By
 AJ0211  HISTORY     - 1942     MONUMENTED       CGS
 AJ0211  HISTORY     - 1968     GOOD             USGS
 AJ0211  HISTORY     - 1976     GOOD             NGS
 AJ0211
 AJ0211                          STATION DESCRIPTION
 AJ0211
 AJ0211'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0211'6.6 MI E FROM BENAVIDES.
 AJ0211'P.O. AT BENAVIDES, TEXAS 4.6 MILES EAST ALONG FARM ROAD 2295 TO A T -
 AJ0211'JCT WITH ROAD SOUTH, THENCE SOUTH ALONG DIRT ROAD TO T - JCT. WITH
 AJ0211'DIRT TRACK ROAD SOUTH EAST, THENCE SOUTH EAST ALONG TRACK ROAD FOR 1.1
 AJ0211'MILE.  18 FEET SOUTH OF TRACK ROAD 0.1 MILE EAST OF A CURVE IN TRACK
 AJ0211'ROAD.  A STANDARD DISK, STAMPED R 599 1942.  AND SET IN THE TOP OF A
 AJ0211'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AJ0211
 AJ0211                          STATION RECOVERY (1976)
 AJ0211
 AJ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AJ0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0036 ***********************************************************************
 AY0036  DESIGNATION -  R 6
 AY0036  PID         -  AY0036
 AY0036  STATE/COUNTY-  TX/COMAL
 AY0036  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0036
 AY0036                         *CURRENT SURVEY CONTROL
 AY0036  ___________________________________________________________________
 AY0036* NAD 83(1986)-  29 42 12.     (N)    098 07 30.     (W)     SCALED    
 AY0036* NAVD 88     -       192.389  (meters)     631.20   (feet)  ADJUSTED  
 AY0036  ___________________________________________________________________
 AY0036  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY0036  DYNAMIC HT  -         192.113 (meters)     630.29  (feet)  COMP
 AY0036  MODELED GRAV-     979,204.9   (mgal)                       NAVD 88
 AY0036
 AY0036  VERT ORDER  -  FIRST     CLASS II
 AY0036
 AY0036.The horizontal coordinates were scaled from a topographic map and have
 AY0036.an estimated accuracy of +/- 6 seconds.
 AY0036
 AY0036.The orthometric height was determined by differential leveling
 AY0036.and adjusted by the National Geodetic Survey in June 1991..
 AY0036.WARNING-Repeat measurements at this control monument indicate possible
 AY0036.vertical movement.
 AY0036
 AY0036.The geoid height was determined by GEOID03.
 AY0036
 AY0036.The dynamic height is computed by dividing the NAVD 88
 AY0036.geopotential number by the normal gravity value computed on the
 AY0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0036.degrees latitude (g = 980.6199 gals.).
 AY0036
 AY0036.The modeled gravity was interpolated from observed gravity values.
 AY0036
 AY0036;                    North         East    Units  Estimated Accuracy
 AY0036;SPC TXSC     - 4,207,560.      684,670.      MT  (+/- 180 meters Scaled)
 AY0036
 AY0036                          SUPERSEDED SURVEY CONTROL
 AY0036
 AY0036  NGVD 29 (??/??/92)  192.292  (m)          630.88   (f) ADJ UNCH    1 2
 AY0036
 AY0036.Superseded values are not recommended for survey control.
 AY0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0036.See file dsdata.txt to determine how the superseded data were derived.
 AY0036
 AY0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT846862(NAD 83)
 AY0036_MARKER: DB = BENCH MARK DISK
 AY0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0036_SP_SET: STONE POST
 AY0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0036+STABILITY: SURFACE MOTION
 AY0036
 AY0036  HISTORY     - Date     Condition        Report By
 AY0036  HISTORY     - UNK      MONUMENTED       CGS
 AY0036  HISTORY     - 1943     GOOD             NGS
 AY0036  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0036  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0036  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0036
 AY0036                          STATION DESCRIPTION
 AY0036
 AY0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0036'IN NEW BRAUNFELS.
 AY0036'AT NEW BRAUNFELS, COMAL COUNTY, AT THE INTERSECTION OF SAN ANTONIO AND
 AY0036'SEGUIN STREETS, AT THE CITY PLAZA, 65 FEET NORTH OF THE CENTERLINE OF
 AY0036'SEGUIN STREET, AND 26 FEET WEST OF THE CENTERLINE OF SAN ANTONIO
 AY0036'STREET.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST
 AY0036'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AY0036
 AY0036                          STATION RECOVERY (1980)
 AY0036
 AY0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0036'SEARCHED FOR, NOT RECOVERED. SAN ANTONIO STREET HAS BEEN WIDENED AND
 AY0036'THE MARK IS PRESUMED TO HAVE BEEN DESTROYED.
 AY0036
 AY0036                          STATION RECOVERY (1993)
 AY0036
 AY0036'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0036'MARK NOT FOUND.
 AY0036
 AY0036                          STATION RECOVERY (1999)
 AY0036
 AY0036'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0665 ***********************************************************************
 AE0665  DESIGNATION -  R 60
 AE0665  PID         -  AE0665
 AE0665  STATE/COUNTY-  TX/STARR
 AE0665  USGS QUAD   -  LA GRULLA (1965)
 AE0665
 AE0665                         *CURRENT SURVEY CONTROL
 AE0665  ___________________________________________________________________
 AE0665* NAD 83(1986)-  26 17 11.     (N)    098 38 21.     (W)     SCALED    
 AE0665* NAVD 88     -        43.501  (meters)     142.72   (feet)  ADJUSTED  
 AE0665  ___________________________________________________________________
 AE0665  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0665  DYNAMIC HT  -          43.429 (meters)     142.48  (feet)  COMP
 AE0665  MODELED GRAV-     978,985.6   (mgal)                       NAVD 88
 AE0665
 AE0665  VERT ORDER  -  FIRST     CLASS II
 AE0665
 AE0665.The horizontal coordinates were scaled from a topographic map and have
 AE0665.an estimated accuracy of +/- 6 seconds.
 AE0665
 AE0665.The orthometric height was determined by differential leveling
 AE0665.and adjusted by the National Geodetic Survey in June 1991..
 AE0665
 AE0665.The geoid height was determined by GEOID03.
 AE0665
 AE0665.The dynamic height is computed by dividing the NAVD 88
 AE0665.geopotential number by the normal gravity value computed on the
 AE0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0665.degrees latitude (g = 980.6199 gals.).
 AE0665
 AE0665.The modeled gravity was interpolated from observed gravity values.
 AE0665
 AE0665;                    North         East    Units  Estimated Accuracy
 AE0665;SPC TX S     - 5,068,670.      286,100.      MT  (+/- 180 meters Scaled)
 AE0665
 AE0665                          SUPERSEDED SURVEY CONTROL
 AE0665
 AE0665  NGVD 29 (??/??/92)   43.577  (m)          142.97   (f) ADJ UNCH    1 2
 AE0665
 AE0665.Superseded values are not recommended for survey control.
 AE0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0665.See file dsdata.txt to determine how the superseded data were derived.
 AE0665
 AE0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ360074(NAD 83)
 AE0665_MARKER: DB = BENCH MARK DISK
 AE0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0665_SP_SET: CONCRETE
 AE0665_STAMPING: R 60 1918
 AE0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0665
 AE0665  HISTORY     - Date     Condition        Report By
 AE0665  HISTORY     - 1918     MONUMENTED       CGS
 AE0665  HISTORY     - 1965     GOOD             USGS
 AE0665  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0665  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0665
 AE0665                          STATION DESCRIPTION
 AE0665
 AE0665'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE0665'12.3 MI E FROM RIO GRANDE CITY.
 AE0665'BENCH MARK IS 5.2 MILES WEST ALONG U.S. HIGHWAY 83, FROM SULLIVAN CITY
 AE0665'TO JUNCTION WITH FARM ROAD 2360.  THENCE 1.4 SOUTH TO MISSOURI PACIFIC
 AE0665'RAILROAD-- THENCE .35 MILES EAST ALONG R.R. 91 FEET NORTH CENTERLINE
 AE0665'TRACK, 27 FEET SOUTH GRAVEL ROAD, 10 FEET WEST AND 2 FEET SOUTH
 AE0665'TELEPHONE POLE.  A STANDARD DISK SET IN CONCRETE AND STAMPED R 60
 AE0665'1918.
 AE0665
 AE0665                          STATION RECOVERY (1981)
 AE0665
 AE0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0665'MARK NOT RECOVERED.
 AE0665
 AE0665                          STATION RECOVERY (1987)
 AE0665
 AE0665'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0311 ***********************************************************************
 AJ0311  DESIGNATION -  R 600
 AJ0311  PID         -  AJ0311
 AJ0311  STATE/COUNTY-  TX/JIM WELLS
 AJ0311  USGS QUAD   -  SEELIGSON RANCH (1963)
 AJ0311
 AJ0311                         *CURRENT SURVEY CONTROL
 AJ0311  ___________________________________________________________________
 AJ0311* NAD 83(1986)-  27 27 41.     (N)    098 09 31.     (W)     SCALED    
 AJ0311* NAVD 88     -        56.719  (meters)     186.09   (feet)  ADJUSTED  
 AJ0311  ___________________________________________________________________
 AJ0311  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AJ0311  DYNAMIC HT  -          56.630 (meters)     185.79  (feet)  COMP
 AJ0311  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 AJ0311
 AJ0311  VERT ORDER  -  SECOND    CLASS 0
 AJ0311
 AJ0311.The horizontal coordinates were scaled from a topographic map and have
 AJ0311.an estimated accuracy of +/- 6 seconds.
 AJ0311
 AJ0311.The orthometric height was determined by differential leveling
 AJ0311.and adjusted by the National Geodetic Survey in June 1991..
 AJ0311
 AJ0311.The geoid height was determined by GEOID03.
 AJ0311
 AJ0311.The dynamic height is computed by dividing the NAVD 88
 AJ0311.geopotential number by the normal gravity value computed on the
 AJ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0311.degrees latitude (g = 980.6199 gals.).
 AJ0311
 AJ0311.The modeled gravity was interpolated from observed gravity values.
 AJ0311
 AJ0311;                    North         East    Units  Estimated Accuracy
 AJ0311;SPC TX S     - 5,198,890.      333,740.      MT  (+/- 180 meters Scaled)
 AJ0311
 AJ0311                          SUPERSEDED SURVEY CONTROL
 AJ0311
 AJ0311  NGVD 29 (??/??/92)   56.83   (m)          186.4    (f) COMPUTED    2 0
 AJ0311
 AJ0311.Superseded values are not recommended for survey control.
 AJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0311.See file dsdata.txt to determine how the superseded data were derived.
 AJ0311
 AJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR831378(NAD 83)
 AJ0311_MARKER: DB = BENCH MARK DISK
 AJ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0311_STAMPING: R 600 1942
 AJ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0311+STABILITY: SURFACE MOTION
 AJ0311
 AJ0311  HISTORY     - Date     Condition        Report By
 AJ0311  HISTORY     - 1942     MONUMENTED       CGS
 AJ0311
 AJ0311                          STATION DESCRIPTION
 AJ0311
 AJ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0311'11.3 MI NW FROM PREMONT.
 AJ0311'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0311'PROCEED 7.7 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0311'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 3.6 MILES
 AJ0311'WESTERLY ALONG THE TRACK ROAD TO THE SITE OF BENCH MARK.  BENCH MARK
 AJ0311'IS ABOUT 0.2 MILE WEST OF JOG IN ROAD, 30.0 FEET SOUTH OF THE
 AJ0311'CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AJ0311'POST.  IT IS 1.0 FOOT NORTH OF A FENCE AND 21.0 FEET EAST OF THE
 AJ0311'CENTER OF GATE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1394 ***********************************************************************
 AN1394  DESIGNATION -  R 601
 AN1394  PID         -  AN1394
 AN1394  STATE/COUNTY-  TX/ARANSAS
 AN1394  USGS QUAD   -  ROCKPORT (1979)
 AN1394
 AN1394                         *CURRENT SURVEY CONTROL
 AN1394  ___________________________________________________________________
 AN1394* NAD 83(1986)-  28 03 00.     (N)    097 02 25.     (W)     SCALED    
 AN1394* NAVD 88     -         1.91   (+/-2cm)       6.3    (feet)  VERTCON   
 AN1394  ___________________________________________________________________
 AN1394  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN1394
 AN1394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1394
 AN1394.The horizontal coordinates were scaled from a topographic map and have
 AN1394.an estimated accuracy of +/- 6 seconds.
 AN1394
 AN1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1394.The vertical order pertains to the NGVD 29 superseded value.
 AN1394
 AN1394.The geoid height was determined by GEOID03.
 AN1394
 AN1394;                    North         East    Units  Estimated Accuracy
 AN1394;SPC TXSC     - 4,025,630.      792,690.      MT  (+/- 180 meters Scaled)
 AN1394
 AN1394                          SUPERSEDED SURVEY CONTROL
 AN1394
 AN1394  NGVD 29 (??/??/92)    2.051  (m)            6.73   (f) ADJ UNCH    2 0
 AN1394
 AN1394.Superseded values are not recommended for survey control.
 AN1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1394.See file dsdata.txt to determine how the superseded data were derived.
 AN1394
 AN1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS926042(NAD 83)
 AN1394_MARKER: DB = BENCH MARK DISK
 AN1394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1394_SP_SET: CULVERT
 AN1394_STAMPING: R 601 1942
 AN1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1394
 AN1394  HISTORY     - Date     Condition        Report By
 AN1394  HISTORY     - 1942     MONUMENTED       CGS
 AN1394  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1394  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1394
 AN1394                          STATION DESCRIPTION
 AN1394
 AN1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1394'2.0 MI N FROM ROCKPORT.
 AN1394'2.0 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN1394'ROCKPORT, ARANSAS COUNTY, 250 FEET SOUTH OF THE SOUTH END OF A
 AN1394'ROADSIDE PARK, AT A 3-BY-4-FOOT CONCRETE BOX-CULVERT, IN THE TOP OF
 AN1394'THE SOUTH END OF THE WEST HEADWALL, 24 FEET WEST OF THE CENTERLINE OF
 AN1394'THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 AN1394'DISK, STAMPED R 601 1942.
 AN1394
 AN1394                          STATION RECOVERY (1987)
 AN1394
 AN1394'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1394'MARK NOT FOUND.
 AN1394
 AN1394                          STATION RECOVERY (1988)
 AN1394
 AN1394'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 AN1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1289 ***********************************************************************
 AN1289  DESIGNATION -  R 602
 AN1289  PID         -  AN1289
 AN1289  STATE/COUNTY-  TX/REFUGIO
 AN1289  USGS QUAD   -  TWIN MOTT LAKE (1978)
 AN1289
 AN1289                         *CURRENT SURVEY CONTROL
 AN1289  ___________________________________________________________________
 AN1289* NAD 83(1986)-  28 18 41.     (N)    097 03 21.     (W)     SCALED    
 AN1289* NAVD 88     -         8.73   (+/-2cm)      28.6    (feet)  VERTCON   
 AN1289  ___________________________________________________________________
 AN1289  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1289
 AN1289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1289
 AN1289.The horizontal coordinates were scaled from a topographic map and have
 AN1289.an estimated accuracy of +/- 6 seconds.
 AN1289
 AN1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1289.The vertical order pertains to the NGVD 29 superseded value.
 AN1289
 AN1289.The geoid height was determined by GEOID03.
 AN1289
 AN1289;                    North         East    Units  Estimated Accuracy
 AN1289;SPC TXSC     - 4,054,570.      790,680.      MT  (+/- 180 meters Scaled)
 AN1289
 AN1289                          SUPERSEDED SURVEY CONTROL
 AN1289
 AN1289  NGVD 29 (??/??/92)    8.868  (m)           29.09   (f) ADJ UNCH    2 0
 AN1289
 AN1289.Superseded values are not recommended for survey control.
 AN1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1289.See file dsdata.txt to determine how the superseded data were derived.
 AN1289
 AN1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS906332(NAD 83)
 AN1289_MARKER: DB = BENCH MARK DISK
 AN1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1289_STAMPING: R 602 1942
 AN1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1289+STABILITY: SURFACE MOTION
 AN1289
 AN1289  HISTORY     - Date     Condition        Report By
 AN1289  HISTORY     - 1942     MONUMENTED       CGS
 AN1289  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1289  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1289  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1289
 AN1289                          STATION DESCRIPTION
 AN1289
 AN1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1289'13.5 MI E FROM REFUGIO.
 AN1289'13.5 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1289'REFUGIO, REFUGIO COUNTY, 0.4 MILE WEST OF TWO CONCRETE PIPE CULVERTS,
 AN1289'49 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A POLE, 3
 AN1289'FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT NORTH OF THE
 AN1289'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 AN1289'R 602 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AN1289
 AN1289                          STATION RECOVERY (1988)
 AN1289
 AN1289'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1289'MARK NOT FOUND.
 AN1289
 AN1289                          STATION RECOVERY (1990)
 AN1289
 AN1289'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1289'MARK NOT FOUND.
 AN1289
 AN1289                          STATION RECOVERY (1999)
 AN1289
 AN1289'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1328 ***********************************************************************
 AN1328  DESIGNATION -  R 603
 AN1328  PID         -  AN1328
 AN1328  STATE/COUNTY-  TX/SAN PATRICIO
 AN1328  USGS QUAD   -  RINCON BEND (1979)
 AN1328
 AN1328                         *CURRENT SURVEY CONTROL
 AN1328  ___________________________________________________________________
 AN1328* NAD 83(1986)-  28 01 45.     (N)    097 22 28.     (W)     SCALED    
 AN1328* NAVD 88     -        12.97   (+/-2cm)      42.6    (feet)  VERTCON   
 AN1328  ___________________________________________________________________
 AN1328  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1328
 AN1328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1328
 AN1328.The horizontal coordinates were scaled from a topographic map and have
 AN1328.an estimated accuracy of +/- 6 seconds.
 AN1328
 AN1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1328.The vertical order pertains to the NGVD 29 superseded value.
 AN1328
 AN1328.The geoid height was determined by GEOID03.
 AN1328
 AN1328;                    North         East    Units  Estimated Accuracy
 AN1328;SPC TX S     - 5,262,250.      410,690.      MT  (+/- 180 meters Scaled)
 AN1328
 AN1328                          SUPERSEDED SURVEY CONTROL
 AN1328
 AN1328  NGVD 29 (??/??/92)   13.15   (m)           43.1    (f) COMPUTED    2 0
 AN1328
 AN1328.Superseded values are not recommended for survey control.
 AN1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1328.See file dsdata.txt to determine how the superseded data were derived.
 AN1328
 AN1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS597014(NAD 83)
 AN1328_MARKER: DB = BENCH MARK DISK
 AN1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1328_STAMPING: R 603 1942
 AN1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1328+STABILITY: SURFACE MOTION
 AN1328
 AN1328  HISTORY     - Date     Condition        Report By
 AN1328  HISTORY     - 1942     MONUMENTED       CGS
 AN1328  HISTORY     - 1949     GOOD             NGS
 AN1328  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1328  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1328
 AN1328                          STATION DESCRIPTION
 AN1328
 AN1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1328'1.0 MI E FROM TAFT.
 AN1328'1.0 MILE EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT TAFT, SAN
 AN1328'PATRICIO COUNTY, 3.0 MILES NORTH ALONG ANOTHER COUNTY ROAD.  AT A ROAD
 AN1328'JUNCTION, 51 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, 45 FEET
 AN1328'NORTH OF THE EXTENDED CENTERLINE OF THE SIDE ROAD, 4 FEET WEST OF THE
 AN1328'WEST END OF A SMALL WOODEN CULVERT WITH CONCRETE CURBS, 6 FEET NORTH
 AN1328'OF A POLE, AND 2 FEET LOWER THAN THE COUNTY ROAD.  A STANDARD DISK,
 AN1328'STAMPED R 603 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1328'ABOUT 0.5 FOOT ABOVE GROUND.
 AN1328
 AN1328                          STATION RECOVERY (1973)
 AN1328
 AN1328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1328'MARK NOT FOUND.
 AN1328
 AN1328                          STATION RECOVERY (1988)
 AN1328
 AN1328'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1312 ***********************************************************************
 AN1312  DESIGNATION -  R 604
 AN1312  PID         -  AN1312
 AN1312  STATE/COUNTY-  TX/REFUGIO
 AN1312  USGS QUAD   -  MISSION BAY (1979)
 AN1312
 AN1312                         *CURRENT SURVEY CONTROL
 AN1312  ___________________________________________________________________
 AN1312* NAD 83(1986)-  28 07 37.     (N)    097 12 29.     (W)     SCALED    
 AN1312* NAVD 88     -         8.29   (+/-2cm)      27.2    (feet)  VERTCON   
 AN1312  ___________________________________________________________________
 AN1312  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN1312
 AN1312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1312
 AN1312.The horizontal coordinates were scaled from a topographic map and have
 AN1312.an estimated accuracy of +/- 6 seconds.
 AN1312
 AN1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1312.The vertical order pertains to the NGVD 29 superseded value.
 AN1312
 AN1312.The geoid height was determined by GEOID03.
 AN1312
 AN1312;                    North         East    Units  Estimated Accuracy
 AN1312;SPC TXSC     - 4,033,890.      776,060.      MT  (+/- 180 meters Scaled)
 AN1312
 AN1312                          SUPERSEDED SURVEY CONTROL
 AN1312
 AN1312  NGVD 29 (??/??/92)    8.438  (m)           27.68   (f) ADJ UNCH    2 0
 AN1312
 AN1312.Superseded values are not recommended for survey control.
 AN1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1312.See file dsdata.txt to determine how the superseded data were derived.
 AN1312
 AN1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS759125(NAD 83)
 AN1312_MARKER: DB = BENCH MARK DISK
 AN1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1312_STAMPING: R 604 1942
 AN1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1312+STABILITY: SURFACE MOTION
 AN1312
 AN1312  HISTORY     - Date     Condition        Report By
 AN1312  HISTORY     - 1942     MONUMENTED       CGS
 AN1312  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1312  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1312  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1312
 AN1312                          STATION DESCRIPTION
 AN1312
 AN1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1312'2.0 MI N FROM BAYSIDE.
 AN1312'2.0 MILES NORTH ALONG THE WOODSBORO ROAD FROM THE GRADE SCHOOL AT
 AN1312'BAYSIDE, REFUGIO COUNTY, 250 FEET NORTH OF A GATE IN THE RIGHT-OF-WAY
 AN1312'FENCE, 110 FEET NORTH OF A SMALL POND NEAR A SMALL HOUSE, 39 FEET EAST
 AN1312'OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN1312'POST, 1 FOOT WEST OF A FENCE, AND LEVEL WITH THE ROAD.  A STANDARD
 AN1312'DISK, STAMPED R 604 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN1312'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN1312
 AN1312                          STATION RECOVERY (1973)
 AN1312
 AN1312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1312'MARK NOT FOUND.
 AN1312
 AN1312                          STATION RECOVERY (1994)
 AN1312
 AN1312'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1312'MARK NOT FOUND.
 AN1312
 AN1312                          STATION RECOVERY (1999)
 AN1312
 AN1312'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0157 ***********************************************************************
 AH0157  DESIGNATION -  R 605
 AH0157  PID         -  AH0157
 AH0157  STATE/COUNTY-  TX/SAN PATRICIO
 AH0157  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0157
 AH0157                         *CURRENT SURVEY CONTROL
 AH0157  ___________________________________________________________________
 AH0157* NAD 83(1986)-  27 50 18.     (N)    097 12 18.     (W)     SCALED    
 AH0157* NAVD 88     -         8.131  (meters)      26.68   (feet)  ADJUSTED  
 AH0157  ___________________________________________________________________
 AH0157  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH0157  DYNAMIC HT  -           8.119 (meters)      26.64  (feet)  COMP
 AH0157  MODELED GRAV-     979,138.9   (mgal)                       NAVD 88
 AH0157
 AH0157  VERT ORDER  -  FIRST     CLASS I
 AH0157
 AH0157.The horizontal coordinates were scaled from a topographic map and have
 AH0157.an estimated accuracy of +/- 6 seconds.
 AH0157
 AH0157.The orthometric height was determined by differential leveling
 AH0157.and adjusted by the National Geodetic Survey in June 1991..
 AH0157.WARNING-Repeat measurements at this control monument indicate possible
 AH0157.vertical movement.
 AH0157
 AH0157.The geoid height was determined by GEOID03.
 AH0157
 AH0157.The dynamic height is computed by dividing the NAVD 88
 AH0157.geopotential number by the normal gravity value computed on the
 AH0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0157.degrees latitude (g = 980.6199 gals.).
 AH0157
 AH0157.The modeled gravity was interpolated from observed gravity values.
 AH0157
 AH0157;                    North         East    Units  Estimated Accuracy
 AH0157;SPC TX S     - 5,241,270.      427,570.      MT  (+/- 180 meters Scaled)
 AH0157
 AH0157                          SUPERSEDED SURVEY CONTROL
 AH0157
 AH0157  NGVD 29 (??/??/92)    8.316  (m)           27.28   (f) ADJ UNCH    1 1
 AH0157
 AH0157.Superseded values are not recommended for survey control.
 AH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0157.See file dsdata.txt to determine how the superseded data were derived.
 AH0157
 AH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR767805(NAD 83)
 AH0157_MARKER: DB = BENCH MARK DISK
 AH0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0157_STAMPING: R 605 1942
 AH0157_MARK LOGO: CGS   
 AH0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0157+STABILITY: SURFACE MOTION
 AH0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0157+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 AH0157
 AH0157  HISTORY     - Date     Condition        Report By
 AH0157  HISTORY     - 1942     MONUMENTED       CGS
 AH0157  HISTORY     - 1959     GOOD             NGS
 AH0157  HISTORY     - 1977     GOOD             NGS
 AH0157  HISTORY     - 1978     GOOD             NGS
 AH0157  HISTORY     - 1987     GOOD             USPSQD
 AH0157  HISTORY     - 1989     GOOD             USPSQD
 AH0157  HISTORY     - 1989     GOOD             USPSQD
 AH0157  HISTORY     - 19950610 GOOD             USPSQD
 AH0157  HISTORY     - 19970210 GOOD             NGS
 AH0157
 AH0157                          STATION DESCRIPTION
 AH0157
 AH0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0157'6.25 MI SW FROM ARANSAS PASS.
 AH0157'ABOUT 1.9 MILES SOUTHWEST ALONG FARM ROAD 632 FROM THE POST-OFFICE AT
 AH0157'ARANSAS PASS, THENCE ABOUT 3.65 MILES SOUTHWEST ALONG A PAVED ROAD,
 AH0157'THENCE ABOUT 0.7 MILE SOUTHWEST ALONG FARM ROAD 1069, 48 FEET NORTH OF
 AH0157'THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, ON THE TOP OF A
 AH0157'SMALL SANDY KNOLL, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2
 AH0157'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AH0157'PROJECTING 4 INCHES.
 AH0157
 AH0157                          STATION RECOVERY (1977)
 AH0157
 AH0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0157'RECOVERED IN GOOD CONDITION.
 AH0157
 AH0157                          STATION RECOVERY (1978)
 AH0157
 AH0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0157'4.0 MILES SOUTH ALONG FARM ROAD 1069 FROM THE JUNCTION WITH MAIN
 AH0157'STREET (OLD FARM ROAD 632) AT INGLESIDE, 48 FEET NORTH OF CENTERLINE
 AH0157'OF ROAD, 1 FOOT SOUTH OF A FENCE LINE.
 AH0157
 AH0157                          STATION RECOVERY (1987)
 AH0157
 AH0157'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0157'RECOVERED IN GOOD CONDITION.
 AH0157
 AH0157                          STATION RECOVERY (1989)
 AH0157
 AH0157'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0157'RECOVERED IN GOOD CONDITION.
 AH0157
 AH0157                          STATION RECOVERY (1989)
 AH0157
 AH0157'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0157'RECOVERED IN GOOD CONDITION.
 AH0157
 AH0157                          STATION RECOVERY (1995)
 AH0157
 AH0157'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0157'RECOVERED IN GOOD CONDITION.
 AH0157
 AH0157                          STATION RECOVERY (1997)
 AH0157
 AH0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0157'6.1 KM (3.80 MI) SOUTHERLY ALONG FARM ROAD 1069 (MAIN STREET) FROM THE
 AH0157'JUNCTION OF STATE HIGHWAY 361 IN INGLESIDE, 191.0 M (626.6 FT) EAST OF
 AH0157'THE CENTER OF A DRIVEWAY LEADING TO A WATER TANK, 52.3 M (171.6 FT)
 AH0157'NORTH OF THE ROAD CENTER, 40.0 M (131.2 FT) WEST OF A HIGH LINE
 AH0157'CROSSING THE HIGHWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.4
 AH0157'M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 AH0157'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1341 ***********************************************************************
 AN1341  DESIGNATION -  R 606
 AN1341  PID         -  AN1341
 AN1341  STATE/COUNTY-  TX/REFUGIO
 AN1341  USGS QUAD   -  WOODSBORO (1978)
 AN1341
 AN1341                         *CURRENT SURVEY CONTROL
 AN1341  ___________________________________________________________________
 AN1341* NAD 83(1986)-  28 08 22.     (N)    097 18 19.     (W)     SCALED    
 AN1341* NAVD 88     -        11.14   (+/-2cm)      36.5    (feet)  VERTCON   
 AN1341  ___________________________________________________________________
 AN1341  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN1341
 AN1341  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1341
 AN1341.The horizontal coordinates were scaled from a topographic map and have
 AN1341.an estimated accuracy of +/- 6 seconds.
 AN1341
 AN1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1341.The vertical order pertains to the NGVD 29 superseded value.
 AN1341
 AN1341.The geoid height was determined by GEOID03.
 AN1341
 AN1341;                    North         East    Units  Estimated Accuracy
 AN1341;SPC TXSC     - 4,035,130.      766,490.      MT  (+/- 180 meters Scaled)
 AN1341
 AN1341                          SUPERSEDED SURVEY CONTROL
 AN1341
 AN1341  NGVD 29 (??/??/92)   11.305  (m)           37.09   (f) ADJ UNCH    2 0
 AN1341
 AN1341.Superseded values are not recommended for survey control.
 AN1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1341.See file dsdata.txt to determine how the superseded data were derived.
 AN1341
 AN1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS664138(NAD 83)
 AN1341_MARKER: DB = BENCH MARK DISK
 AN1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1341_STAMPING: R 606 1942
 AN1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1341+STABILITY: SURFACE MOTION
 AN1341
 AN1341  HISTORY     - Date     Condition        Report By
 AN1341  HISTORY     - 1942     MONUMENTED       CGS
 AN1341  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1341
 AN1341                          STATION DESCRIPTION
 AN1341
 AN1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1341'4.6 MI SE FROM WOODSBORO.
 AN1341'4.6 MILES SOUTHEAST ALONG THE BAYSIDE ROAD FROM THE CITY PARK AT
 AN1341'WOODSBORO, REFUGIO COUNTY, 4.4 MILES SOUTH ALONG A DIRT ROAD.  2.0
 AN1341'MILES SOUTH OF BONNIE VIEW SCHOOL, AT A ROAD INTERSECTION, 30 FEET
 AN1341'EAST OF THE CENTERLINE OF THE DIRT ROAD, 30 FEET NORTH OF THE
 AN1341'CENTERLINE OF THE CROSS ROAD, 6 FEET NORTHWEST OF A POWERLINE BRACE
 AN1341'POLE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 3 FEET EAST OF
 AN1341'A FENCE.  A STANDARD DISK, STAMPED R 606 1942 AND SET IN THE TOP OF A
 AN1341'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1341
 AN1341                          STATION RECOVERY (1999)
 AN1341
 AN1341'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0369 ***********************************************************************
 AH0369  DESIGNATION -  R 608
 AH0369  PID         -  AH0369
 AH0369  STATE/COUNTY-  TX/NUECES
 AH0369  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0369
 AH0369                         *CURRENT SURVEY CONTROL
 AH0369  ___________________________________________________________________
 AH0369* NAD 83(1986)-  27 36 32.     (N)    097 27 13.     (W)     SCALED    
 AH0369* NAVD 88     -         5.704  (meters)      18.71   (feet)  ADJUSTED  
 AH0369  ___________________________________________________________________
 AH0369  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AH0369  DYNAMIC HT  -           5.695 (meters)      18.68  (feet)  COMP
 AH0369  MODELED GRAV-     979,119.7   (mgal)                       NAVD 88
 AH0369
 AH0369  VERT ORDER  -  SECOND    CLASS 0
 AH0369
 AH0369.The horizontal coordinates were scaled from a topographic map and have
 AH0369.an estimated accuracy of +/- 6 seconds.
 AH0369
 AH0369.The orthometric height was determined by differential leveling
 AH0369.and adjusted by the National Geodetic Survey in June 1991..
 AH0369
 AH0369.The geoid height was determined by GEOID03.
 AH0369
 AH0369.The dynamic height is computed by dividing the NAVD 88
 AH0369.geopotential number by the normal gravity value computed on the
 AH0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0369.degrees latitude (g = 980.6199 gals.).
 AH0369
 AH0369.The modeled gravity was interpolated from observed gravity values.
 AH0369
 AH0369;                    North         East    Units  Estimated Accuracy
 AH0369;SPC TX S     - 5,215,610.      403,290.      MT  (+/- 180 meters Scaled)
 AH0369
 AH0369                          SUPERSEDED SURVEY CONTROL
 AH0369
 AH0369  NGVD 29 (??/??/92)    5.861  (m)           19.23   (f) ADJ UNCH    2 0
 AH0369
 AH0369.Superseded values are not recommended for survey control.
 AH0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0369.See file dsdata.txt to determine how the superseded data were derived.
 AH0369
 AH0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR526548(NAD 83)
 AH0369_MARKER: DB = BENCH MARK DISK
 AH0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0369_STAMPING: R 608 1942
 AH0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0369+STABILITY: SURFACE MOTION
 AH0369
 AH0369  HISTORY     - Date     Condition        Report By
 AH0369  HISTORY     - 1942     MONUMENTED       CGS
 AH0369  HISTORY     - 1949     GOOD             NGS
 AH0369  HISTORY     - 1966     POOR             BOR
 AH0369  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0369  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0369  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0369
 AH0369                          STATION DESCRIPTION
 AH0369
 AH0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0369'1.4 MI N FROM CHAPMAN RANCH.
 AH0369'1.4 MILES NORTH ALONG STATE HIGHWAY 286 FROM CHAPMAN RANCH
 AH0369'HEADQUARTERS, NUECES COUNTY, 50 FEET WEST OF AND ABOUT LEVEL WITH THE
 AH0369'CENTER LINE OF THE HIGHWAY, 33 FEET NORTH OF A DRIVEWAY LEADING TO A
 AH0369'COTTON GIN, 3 FEET NORTH OF POWER-TRANSMISSION LINE POLE 213, AND 3
 AH0369'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED R
 AH0369'608 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AH0369'ABOVE GROUND.
 AH0369
 AH0369                          STATION RECOVERY (1966)
 AH0369
 AH0369'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0369'MARK RECOVERED IN POOR CONDITION.
 AH0369
 AH0369                          STATION RECOVERY (1984)
 AH0369
 AH0369'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0369'MARK NOT FOUND.
 AH0369
 AH0369                          STATION RECOVERY (1991)
 AH0369
 AH0369'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0369'MARK NOT FOUND.
 AH0369
 AH0369                          STATION RECOVERY (2001)
 AH0369
 AH0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0369'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0813 ***********************************************************************
 AH0813  DESIGNATION -  R 609
 AH0813  PID         -  AH0813
 AH0813  STATE/COUNTY-  TX/NUECES
 AH0813  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0813
 AH0813                         *CURRENT SURVEY CONTROL
 AH0813  ___________________________________________________________________
 AH0813* NAD 83(1986)-  27 40 19.     (N)    097 40 18.     (W)     SCALED    
 AH0813* NAVD 88     -        15.727  (meters)      51.60   (feet)  ADJUSTED  
 AH0813  ___________________________________________________________________
 AH0813  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AH0813  DYNAMIC HT  -          15.703 (meters)      51.52  (feet)  COMP
 AH0813  MODELED GRAV-     979,112.7   (mgal)                       NAVD 88
 AH0813
 AH0813  VERT ORDER  -  SECOND    CLASS 0
 AH0813
 AH0813.The horizontal coordinates were scaled from a topographic map and have
 AH0813.an estimated accuracy of +/- 6 seconds.
 AH0813
 AH0813.The orthometric height was determined by differential leveling
 AH0813.and adjusted by the National Geodetic Survey in June 1991..
 AH0813
 AH0813.The geoid height was determined by GEOID03.
 AH0813
 AH0813.The dynamic height is computed by dividing the NAVD 88
 AH0813.geopotential number by the normal gravity value computed on the
 AH0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0813.degrees latitude (g = 980.6199 gals.).
 AH0813
 AH0813.The modeled gravity was interpolated from observed gravity values.
 AH0813
 AH0813;                    North         East    Units  Estimated Accuracy
 AH0813;SPC TX S     - 5,222,440.      381,720.      MT  (+/- 180 meters Scaled)
 AH0813
 AH0813                          SUPERSEDED SURVEY CONTROL
 AH0813
 AH0813  NGVD 29 (??/??/92)   15.864  (m)           52.05   (f) ADJ UNCH    2 0
 AH0813
 AH0813.Superseded values are not recommended for survey control.
 AH0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0813.See file dsdata.txt to determine how the superseded data were derived.
 AH0813
 AH0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR310615(NAD 83)
 AH0813_MARKER: DB = BENCH MARK DISK
 AH0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0813_STAMPING: R 609 1942
 AH0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0813+STABILITY: SURFACE MOTION
 AH0813
 AH0813  HISTORY     - Date     Condition        Report By
 AH0813  HISTORY     - 1942     MONUMENTED       CGS
 AH0813  HISTORY     - 1953     MARK NOT FOUND   NGS
 AH0813  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0813  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0813
 AH0813                          STATION DESCRIPTION
 AH0813
 AH0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AH0813'5.0 MI E FROM DRISCOLL.
 AH0813'2.2 MILES WEST ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT PETRONILLA,
 AH0813'NUECES COUNTY, 5.0 MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 96
 AH0813'AT DRISCOLL, 0.2 MILE WEST OF A COTTON GIN, 120 FEET WEST OF THE FENCE
 AH0813'CORNER, 4 FEET EAST OF A POWER-TRANSMISSION LINE POLE, 3 FEET WEST OF
 AH0813'A WHITE WOODEN WITNESS POST, AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.
 AH0813'A STANDARD DISK, STAMPED R 609 1942 AND SET IN THE TOP OF A CONCRETE
 AH0813'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0813
 AH0813                          STATION RECOVERY (1969)
 AH0813
 AH0813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0813'MARK NOT FOUND.
 AH0813
 AH0813                          STATION RECOVERY (2001)
 AH0813
 AH0813'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1104 ***********************************************************************
 AE1104  DESIGNATION -  R 61
 AE1104  PID         -  AE1104
 AE1104  STATE/COUNTY-  TX/STARR
 AE1104  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1104
 AE1104                         *CURRENT SURVEY CONTROL
 AE1104  ___________________________________________________________________
 AE1104* NAD 83(1986)-  26 34 41.     (N)    099 08 07.     (W)     SCALED    
 AE1104* NAVD 88     -       109.910  (meters)     360.60   (feet)  ADJUSTED  
 AE1104  ___________________________________________________________________
 AE1104  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AE1104  DYNAMIC HT  -         109.730 (meters)     360.01  (feet)  COMP
 AE1104  MODELED GRAV-     979,011.9   (mgal)                       NAVD 88
 AE1104
 AE1104  VERT ORDER  -  FIRST     CLASS II
 AE1104
 AE1104.The horizontal coordinates were scaled from a topographic map and have
 AE1104.an estimated accuracy of +/- 6 seconds.
 AE1104
 AE1104.The orthometric height was determined by differential leveling
 AE1104.and adjusted by the National Geodetic Survey in June 1991..
 AE1104
 AE1104.The geoid height was determined by GEOID03.
 AE1104
 AE1104.The dynamic height is computed by dividing the NAVD 88
 AE1104.geopotential number by the normal gravity value computed on the
 AE1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1104.degrees latitude (g = 980.6199 gals.).
 AE1104
 AE1104.The modeled gravity was interpolated from observed gravity values.
 AE1104
 AE1104;                    North         East    Units  Estimated Accuracy
 AE1104;SPC TX S     - 5,101,130.      236,720.      MT  (+/- 180 meters Scaled)
 AE1104
 AE1104                          SUPERSEDED SURVEY CONTROL
 AE1104
 AE1104  NGVD 29 (??/??/92)  109.948  (m)          360.72   (f) ADJ UNCH    1 2
 AE1104
 AE1104.Superseded values are not recommended for survey control.
 AE1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1104.See file dsdata.txt to determine how the superseded data were derived.
 AE1104
 AE1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ865397(NAD 83)
 AE1104_MARKER: DB = BENCH MARK DISK
 AE1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1104_STAMPING: R 61 1918 ELEV 360.60 FT
 AE1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1104+STABILITY: SURFACE MOTION
 AE1104
 AE1104  HISTORY     - Date     Condition        Report By
 AE1104  HISTORY     - 1918     MONUMENTED       CGS
 AE1104  HISTORY     - 1956     GOOD             NGS
 AE1104  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1104
 AE1104                          STATION DESCRIPTION
 AE1104
 AE1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1104'1.5 MI W FROM FALCON HIGHTS.
 AE1104'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1104'HIGHTS, THENCE 1.0 MILE NORTHWEST ALONG OLD U.S. HIGHWAY 83, THENCE
 AE1104'0.4 MILE SOUTH ALONG AN OLD ABANDONED MILITARY ROAD, 23 FEET WEST OF
 AE1104'THE CENTER LINE OF THE OLD ROAD, 2 FEET WEST OF A WITNESS POST, SET IN
 AE1104'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AE1104
 AE1104                          STATION RECOVERY (1965)
 AE1104
 AE1104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0413 ***********************************************************************
 AH0413  DESIGNATION -  R 610
 AH0413  PID         -  AH0413
 AH0413  STATE/COUNTY-  TX/NUECES
 AH0413  USGS QUAD   -  PITA ISLAND (1975)
 AH0413
 AH0413                         *CURRENT SURVEY CONTROL
 AH0413  ___________________________________________________________________
 AH0413* NAD 83(1986)-  27 36 40.     (N)    097 18 51.     (W)     SCALED    
 AH0413* NAVD 88     -         6.261  (meters)      20.54   (feet)  ADJUSTED  
 AH0413  ___________________________________________________________________
 AH0413  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AH0413  DYNAMIC HT  -           6.251 (meters)      20.51  (feet)  COMP
 AH0413  MODELED GRAV-     979,123.5   (mgal)                       NAVD 88
 AH0413
 AH0413  VERT ORDER  -  SECOND    CLASS 0
 AH0413
 AH0413.The horizontal coordinates were scaled from a topographic map and have
 AH0413.an estimated accuracy of +/- 6 seconds.
 AH0413
 AH0413.The orthometric height was determined by differential leveling
 AH0413.and adjusted by the National Geodetic Survey in June 1991..
 AH0413
 AH0413.The geoid height was determined by GEOID03.
 AH0413
 AH0413.The dynamic height is computed by dividing the NAVD 88
 AH0413.geopotential number by the normal gravity value computed on the
 AH0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0413.degrees latitude (g = 980.6199 gals.).
 AH0413
 AH0413.The modeled gravity was interpolated from observed gravity values.
 AH0413
 AH0413;                    North         East    Units  Estimated Accuracy
 AH0413;SPC TX S     - 5,215,980.      417,050.      MT  (+/- 180 meters Scaled)
 AH0413
 AH0413                          SUPERSEDED SURVEY CONTROL
 AH0413
 AH0413  NGVD 29 (??/??/92)    6.412  (m)           21.04   (f) ADJ UNCH    2 0
 AH0413
 AH0413.Superseded values are not recommended for survey control.
 AH0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0413.See file dsdata.txt to determine how the superseded data were derived.
 AH0413
 AH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR663552(NAD 83)
 AH0413_MARKER: DB = BENCH MARK DISK
 AH0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0413_STAMPING: R 610 1942
 AH0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0413+STABILITY: SURFACE MOTION
 AH0413
 AH0413  HISTORY     - Date     Condition        Report By
 AH0413  HISTORY     - 1942     MONUMENTED       CGS
 AH0413  HISTORY     - 1949     GOOD             NGS
 AH0413  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AH0413  HISTORY     - 19910705 MARK NOT FOUND   USPSQD
 AH0413
 AH0413                          STATION DESCRIPTION
 AH0413
 AH0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0413'1.2 MI S FROM CORPUS CHRISTI.
 AH0413'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0413'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0413'SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST ALONG LEXINGTON
 AH0413'BOULEVARD (STATE HIGHWAY 358), THENCE 4.4 MILES SOUTHWEST ALONG A ROAD
 AH0413'LEADING TO OUTLYING FIELD 40 (WALDRON FIELD) VIA FLOUR BLUFF SCHOOL TO
 AH0413'THE NORTH GATE OF THE LAURELES DIVISION OF KING RANCH, AND THENCE 0.5
 AH0413'MILE SOUTH ALONG A ROAD.  0.2 MILE SOUTH OF A ROAD CURVE, 38 FEET WEST
 AH0413'OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, 5 FEET NORTH OF A
 AH0413'POLE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A STANDARD
 AH0413'DISK, STAMPED R 610 1942 AND SET IN THE TOP OF AN 8-INCH SQUARE
 AH0413'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND. NOTE-- THIS BENCH MARK
 AH0413'MAY BE REACHED FROM THE SOUTH GATE TO CORPUS CHRISTI NAVAL AIR STATION
 AH0413'BY GOING 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 358, THENCE 4.4 MILES
 AH0413'SOUTHWEST ALONG WALDRON FIELD ROAD TO THE NORTH GATE OF THE LAURELES
 AH0413'DIVISION OF KING RANCH, AND THENCE 0.5 MILE SOUTH ALONG A ROAD.
 AH0413
 AH0413                          STATION RECOVERY (1985)
 AH0413
 AH0413'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH0413'MARK NOT FOUND.
 AH0413
 AH0413                          STATION RECOVERY (1991)
 AH0413
 AH0413'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0988 ***********************************************************************
 AH0988  DESIGNATION -  R 611
 AH0988  PID         -  AH0988
 AH0988  STATE/COUNTY-  TX/KLEBERG
 AH0988  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH0988
 AH0988                         *CURRENT SURVEY CONTROL
 AH0988  ___________________________________________________________________
 AH0988* NAD 83(1986)-  27 36 07.     (N)    097 56 29.     (W)     SCALED    
 AH0988* NAVD 88     -        33.526  (meters)     109.99   (feet)  ADJUSTED  
 AH0988  ___________________________________________________________________
 AH0988  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AH0988  DYNAMIC HT  -          33.474 (meters)     109.82  (feet)  COMP
 AH0988  MODELED GRAV-     979,093.6   (mgal)                       NAVD 88
 AH0988
 AH0988  VERT ORDER  -  SECOND    CLASS 0
 AH0988
 AH0988.The horizontal coordinates were scaled from a topographic map and have
 AH0988.an estimated accuracy of +/- 6 seconds.
 AH0988
 AH0988.The orthometric height was determined by differential leveling
 AH0988.and adjusted by the National Geodetic Survey in June 1991..
 AH0988
 AH0988.The geoid height was determined by GEOID03.
 AH0988
 AH0988.The dynamic height is computed by dividing the NAVD 88
 AH0988.geopotential number by the normal gravity value computed on the
 AH0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0988.degrees latitude (g = 980.6199 gals.).
 AH0988
 AH0988.The modeled gravity was interpolated from observed gravity values.
 AH0988
 AH0988;                    North         East    Units  Estimated Accuracy
 AH0988;SPC TX S     - 5,214,540.      355,140.      MT  (+/- 180 meters Scaled)
 AH0988
 AH0988                          SUPERSEDED SURVEY CONTROL
 AH0988
 AH0988  NGVD 29 (??/??/92)   33.621  (m)          110.30   (f) ADJ UNCH    2 0
 AH0988
 AH0988.Superseded values are not recommended for survey control.
 AH0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0988.See file dsdata.txt to determine how the superseded data were derived.
 AH0988
 AH0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR044535(NAD 83)
 AH0988_MARKER: DB = BENCH MARK DISK
 AH0988_SETTING: 0 = UNSPECIFIED SETTING
 AH0988_STAMPING: R 611 1942
 AH0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0988
 AH0988  HISTORY     - Date     Condition        Report By
 AH0988  HISTORY     - 1942     MONUMENTED       CGS
 AH0988  HISTORY     - 1975     GOOD             USGS
 AH0988
 AH0988                          STATION DESCRIPTION
 AH0988
 AH0988'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0988'7.9 MI NW FROM KINGSVILLE.
 AH0988'TO REACH FROM THE MO. PAC. RR STATION IN KINGSVILLE.  PROCEED 0.6
 AH0988'MILES WEST ALONG HGWY 141, THENCE 3.3 MILES NORTH ALONG ARMSTRONG ST
 AH0988'AND FM 1898 TO THE KING RANCH GATE HOUSE.  GO WEST THRU GATE 1.1 MILES
 AH0988'TO T RD. THENCE NORTH 1.6 MI. TO X RD.  JUST SOUTH OF PLANT. PROCEED
 AH0988'WEST 3.0 MILES ALMOST TO A BUMP GATE.  TURN NE 0.2 MI. THENCE NW 0.2
 AH0988'MILES TO W.M. AND END OF ROAD.  WALK NORTH TO FENCE CORN THE 300 FT.
 AH0988'EAST ALONG FENCE TO BENCH MARK.  MARK IS IN FENCE LINE AND PROJECT
 AH0988'ABOUT 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0996 ***********************************************************************
 AH0996  DESIGNATION -  R 612
 AH0996  PID         -  AH0996
 AH0996  STATE/COUNTY-  TX/KLEBERG
 AH0996  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH0996
 AH0996                         *CURRENT SURVEY CONTROL
 AH0996  ___________________________________________________________________
 AH0996* NAD 83(1986)-  27 31 11.     (N)    097 56 06.     (W)     SCALED    
 AH0996* NAVD 88     -        29.353  (meters)      96.30   (feet)  ADJUSTED  
 AH0996  ___________________________________________________________________
 AH0996  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH0996  DYNAMIC HT  -          29.307 (meters)      96.15  (feet)  COMP
 AH0996  MODELED GRAV-     979,091.2   (mgal)                       NAVD 88
 AH0996
 AH0996  VERT ORDER  -  SECOND    CLASS 0
 AH0996
 AH0996.The horizontal coordinates were scaled from a topographic map and have
 AH0996.an estimated accuracy of +/- 6 seconds.
 AH0996
 AH0996.The orthometric height was determined by differential leveling
 AH0996.and adjusted by the National Geodetic Survey in June 1991..
 AH0996
 AH0996.The geoid height was determined by GEOID03.
 AH0996
 AH0996.The dynamic height is computed by dividing the NAVD 88
 AH0996.geopotential number by the normal gravity value computed on the
 AH0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0996.degrees latitude (g = 980.6199 gals.).
 AH0996
 AH0996.The modeled gravity was interpolated from observed gravity values.
 AH0996
 AH0996;                    North         East    Units  Estimated Accuracy
 AH0996;SPC TX S     - 5,205,430.      355,820.      MT  (+/- 180 meters Scaled)
 AH0996
 AH0996                          SUPERSEDED SURVEY CONTROL
 AH0996
 AH0996  NGVD 29 (??/??/92)   29.439  (m)           96.58   (f) ADJ UNCH    2 0
 AH0996
 AH0996.Superseded values are not recommended for survey control.
 AH0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0996.See file dsdata.txt to determine how the superseded data were derived.
 AH0996
 AH0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR051444(NAD 83)
 AH0996_MARKER: DB = BENCH MARK DISK
 AH0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0996_STAMPING: R 612 1942
 AH0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0996+STABILITY: SURFACE MOTION
 AH0996
 AH0996  HISTORY     - Date     Condition        Report By
 AH0996  HISTORY     - 1942     MONUMENTED       CGS
 AH0996  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0996
 AH0996                          STATION DESCRIPTION
 AH0996
 AH0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0996'4.9 MI SW FROM KINGSVILLE.
 AH0996'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE. PROCEED
 AH0996'WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141.  THENCE GO SOUTHERLY
 AH0996'1.7 MILES ALONG RANCH ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AH0996'0.2 MILE WEST OF THE KING RANCH DAIRY, AT THE NORTHWEST CORNER OF
 AH0996'SMALL PASTURE, ABOUT 120.0 FEET SOUTHWEST OF LARGE CATTLE BARN, 12.0
 AH0996'FEET SOUTH OF WOODEN GATE ACROSS RANCH ROAD, 0.6 FOOT WEST OF PASTURE
 AH0996'FENCE, 3.0 FEET SOUTH OF 4 X4 WOODEN MARKER POST.  THE MONUMENT
 AH0996'PROJECTS ABOUT 0.4 FOOT.
 AH0996
 AH0996                          STATION RECOVERY (1975)
 AH0996
 AH0996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0655 ***********************************************************************
 AH0655  DESIGNATION -  R 613
 AH0655  PID         -  AH0655
 AH0655  STATE/COUNTY-  TX/KLEBERG
 AH0655  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0655
 AH0655                         *CURRENT SURVEY CONTROL
 AH0655  ___________________________________________________________________
 AH0655* NAD 83(1986)-  27 24 17.     (N)    097 53 32.     (W)     SCALED    
 AH0655* NAVD 88     -        19.837  (meters)      65.08   (feet)  ADJUSTED  
 AH0655  ___________________________________________________________________
 AH0655  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH0655  DYNAMIC HT  -          19.807 (meters)      64.98  (feet)  COMP
 AH0655  MODELED GRAV-     979,091.4   (mgal)                       NAVD 88
 AH0655
 AH0655  VERT ORDER  -  SECOND    CLASS 0
 AH0655
 AH0655.The horizontal coordinates were scaled from a topographic map and have
 AH0655.an estimated accuracy of +/- 6 seconds.
 AH0655
 AH0655.The orthometric height was determined by differential leveling
 AH0655.and adjusted by the National Geodetic Survey in June 1991..
 AH0655
 AH0655.The geoid height was determined by GEOID03.
 AH0655
 AH0655.The dynamic height is computed by dividing the NAVD 88
 AH0655.geopotential number by the normal gravity value computed on the
 AH0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0655.degrees latitude (g = 980.6199 gals.).
 AH0655
 AH0655.The modeled gravity was interpolated from observed gravity values.
 AH0655
 AH0655;                    North         East    Units  Estimated Accuracy
 AH0655;SPC TX S     - 5,192,710.      360,100.      MT  (+/- 180 meters Scaled)
 AH0655
 AH0655                          SUPERSEDED SURVEY CONTROL
 AH0655
 AH0655  NGVD 29 (??/??/92)   19.948  (m)           65.45   (f) ADJ UNCH    2 0
 AH0655
 AH0655.Superseded values are not recommended for survey control.
 AH0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0655.See file dsdata.txt to determine how the superseded data were derived.
 AH0655
 AH0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR095317(NAD 83)
 AH0655_MARKER: DB = BENCH MARK DISK
 AH0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0655_STAMPING: B 613 1942
 AH0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0655+STABILITY: SURFACE MOTION
 AH0655
 AH0655  HISTORY     - Date     Condition        Report By
 AH0655  HISTORY     - 1942     MONUMENTED       CGS
 AH0655  HISTORY     - 1975     GOOD             USGS
 AH0655
 AH0655                          STATION DESCRIPTION
 AH0655
 AH0655'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0655'3.9 MI SW FROM RICARDO.
 AH0655'1.1 MI. S ALONG U.S. HWY 77 FROM THE JCT. OF FARM RD. 1118 AT RICARDO,
 AH0655'THENCE 2.8 MI. W ALONG GRADED ROAD, AT THE SW CORNER OF A FARMHOUSE
 AH0655'YARD, 44 FT. NE OF THE INTERSECTION OF RDS., 30 FT SW OF THE SW CORNER
 AH0655'OF HOUSE, 34 FT. E OF THE N-S RD,.  34 FT. N OF THE E-W RD. 9 FT. E OF
 AH0655'THE SW CORNER POST OF THE YARD FENCE.  A STANDARD DISK SET IN THE TOP
 AH0655'OF A CONCRETE POST PROJECTING ABOUT 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0700 ***********************************************************************
 AH0700  DESIGNATION -  R 615
 AH0700  PID         -  AH0700
 AH0700  STATE/COUNTY-  TX/KENEDY
 AH0700  USGS QUAD   -  SARITA SW (1979)
 AH0700
 AH0700                         *CURRENT SURVEY CONTROL
 AH0700  ___________________________________________________________________
 AH0700* NAD 83(1986)-  27 06 09.     (N)    097 55 50.     (W)     SCALED    
 AH0700* NAVD 88     -        16.592  (meters)      54.44   (feet)  ADJUSTED  
 AH0700  ___________________________________________________________________
 AH0700  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AH0700  DYNAMIC HT  -          16.566 (meters)      54.35  (feet)  COMP
 AH0700  MODELED GRAV-     979,076.2   (mgal)                       NAVD 88
 AH0700
 AH0700  VERT ORDER  -  SECOND    CLASS 0
 AH0700
 AH0700.The horizontal coordinates were scaled from a topographic map and have
 AH0700.an estimated accuracy of +/- 6 seconds.
 AH0700
 AH0700.The orthometric height was determined by differential leveling
 AH0700.and adjusted by the National Geodetic Survey in June 1991..
 AH0700
 AH0700.The geoid height was determined by GEOID03.
 AH0700
 AH0700.The dynamic height is computed by dividing the NAVD 88
 AH0700.geopotential number by the normal gravity value computed on the
 AH0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0700.degrees latitude (g = 980.6199 gals.).
 AH0700
 AH0700.The modeled gravity was interpolated from observed gravity values.
 AH0700
 AH0700;                    North         East    Units  Estimated Accuracy
 AH0700;SPC TX S     - 5,159,210.      356,460.      MT  (+/- 180 meters Scaled)
 AH0700
 AH0700                          SUPERSEDED SURVEY CONTROL
 AH0700
 AH0700  NGVD 29 (??/??/92)   16.691  (m)           54.76   (f) ADJ UNCH    2 0
 AH0700
 AH0700.Superseded values are not recommended for survey control.
 AH0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0700.See file dsdata.txt to determine how the superseded data were derived.
 AH0700
 AH0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ060982(NAD 83)
 AH0700_MARKER: DB = BENCH MARK DISK
 AH0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0700_STAMPING: R 615 1942
 AH0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0700+STABILITY: SURFACE MOTION
 AH0700
 AH0700  HISTORY     - Date     Condition        Report By
 AH0700  HISTORY     - 1942     MONUMENTED       CGS
 AH0700  HISTORY     - 1975     GOOD             USGS
 AH0700
 AH0700                          STATION DESCRIPTION
 AH0700
 AH0700'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0700'14.2 MI SW FROM SARITA.
 AH0700'4.8 MILES SOUTH ALONG FARM AND MARKET ROAD 2191 FROM THE INTERSECTION
 AH0700'OF 2191 AND STATE HWY. 285, THROUGH GATE INTO MARIPOSA RANCH AND SOUTH
 AH0700'FOR 5.7 MILES ALONG PRIVATE PAVED ROAD, THEN EAST ALONG CALICHE ROAD
 AH0700'FOR 5.8 MILES, TURN NORTH JUST WEST OF CATTLE GUARD AND FOLLOW TRACK
 AH0700'ROAD NORTH 2.0 MILES, GO EAST THROUGH GATE IN N-S FENCE AND NORTH 0.3
 AH0700'MILE TO LA BARENDA WM, NORTH ALONG FENCE 0.1 MILE, THROUGH GATE AND NW
 AH0700'ALONG FENCE 0.2 MILE TO FENCE CORNER.  BM IS 16 EAST OF A FENCE
 AH0700'CORNER.  A DISK SET IN A CONCRETE POST 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0261 ***********************************************************************
 AJ0261  DESIGNATION -  R 616 RESET 1952
 AJ0261  PID         -  AJ0261
 AJ0261  STATE/COUNTY-  TX/BROOKS
 AJ0261  USGS QUAD   -  FALFURRIAS (1963)
 AJ0261
 AJ0261                         *CURRENT SURVEY CONTROL
 AJ0261  ___________________________________________________________________
 AJ0261* NAD 83(1986)-  27 08 04.     (N)    098 08 55.     (W)     SCALED    
 AJ0261* NAVD 88     -        32.65   (meters)     107.1    (feet)  RESET     
 AJ0261  ___________________________________________________________________
 AJ0261  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AJ0261
 AJ0261  VERT ORDER  -  THIRD
 AJ0261
 AJ0261.The horizontal coordinates were scaled from a topographic map and have
 AJ0261.an estimated accuracy of +/- 6 seconds.
 AJ0261
 AJ0261.The orthometric height was computed from unverified reset data.
 AJ0261
 AJ0261.The geoid height was determined by GEOID03.
 AJ0261
 AJ0261;                    North         East    Units  Estimated Accuracy
 AJ0261;SPC TX S     - 5,162,670.      334,830.      MT  (+/- 180 meters Scaled)
 AJ0261
 AJ0261                          SUPERSEDED SURVEY CONTROL
 AJ0261
 AJ0261.No superseded survey control is available for this station.
 AJ0261
 AJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR843016(NAD 83)
 AJ0261_MARKER: DD = SURVEY DISK
 AJ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0261_STAMPING: R 616 RESET 1952
 AJ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0261+STABILITY: SURFACE MOTION
 AJ0261
 AJ0261  HISTORY     - Date     Condition        Report By
 AJ0261  HISTORY     - 1952     MONUMENTED       TXHD
 AJ0261  HISTORY     - 1954     GOOD             NGS
 AJ0261
 AJ0261                          STATION DESCRIPTION
 AJ0261
 AJ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AJ0261'6.4 MI S FROM FALFURRIAS.
 AJ0261'ABOUT 6.4 MILES SOUTH FROM THE T. AND N.O. DEPOT AT FALFURRIAS AND
 AJ0261'ALONG THE T. AND N.O.R.R. AND HIGHWAY NO. 281.  IT IS IN THE WEST
 AJ0261'RIGHT-OF-WAY FENCE OF THE HIGHWAY AND DUE WEST ACROSS THE HIGHWAY FROM
 AJ0261'MILE POST 86.  A STANDARD DISK IN A CONCRETE POST FLUSH WITH THE
 AJ0261'GROUND AND STAMPED R 616 RESET 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1091 ***********************************************************************
 AB1091  DESIGNATION -  R 617
 AB1091  PID         -  AB1091
 AB1091  STATE/COUNTY-  TX/KENEDY
 AB1091  USGS QUAD   -  ARMSTRONG (1982)
 AB1091
 AB1091                         *CURRENT SURVEY CONTROL
 AB1091  ___________________________________________________________________
 AB1091* NAD 83(1986)-  26 55 20.     (N)    097 50 22.     (W)     SCALED    
 AB1091* NAVD 88     -         7.789  (meters)      25.55   (feet)  ADJUSTED  
 AB1091  ___________________________________________________________________
 AB1091  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AB1091  DYNAMIC HT  -           7.776 (meters)      25.51  (feet)  COMP
 AB1091  MODELED GRAV-     979,072.5   (mgal)                       NAVD 88
 AB1091
 AB1091  VERT ORDER  -  SECOND    CLASS 0
 AB1091
 AB1091.The horizontal coordinates were scaled from a topographic map and have
 AB1091.an estimated accuracy of +/- 6 seconds.
 AB1091
 AB1091.The orthometric height was determined by differential leveling
 AB1091.and adjusted by the National Geodetic Survey in June 1991..
 AB1091
 AB1091.The geoid height was determined by GEOID03.
 AB1091
 AB1091.The dynamic height is computed by dividing the NAVD 88
 AB1091.geopotential number by the normal gravity value computed on the
 AB1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1091.degrees latitude (g = 980.6199 gals.).
 AB1091
 AB1091.The modeled gravity was interpolated from observed gravity values.
 AB1091
 AB1091;                    North         East    Units  Estimated Accuracy
 AB1091;SPC TX S     - 5,139,280.      365,600.      MT  (+/- 180 meters Scaled)
 AB1091
 AB1091                          SUPERSEDED SURVEY CONTROL
 AB1091
 AB1091  NGVD 29 (??/??/92)    7.874  (m)           25.83   (f) ADJ UNCH    2 0
 AB1091
 AB1091.Superseded values are not recommended for survey control.
 AB1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1091.See file dsdata.txt to determine how the superseded data were derived.
 AB1091
 AB1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ152783(NAD 83)
 AB1091_MARKER: DB = BENCH MARK DISK
 AB1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1091_STAMPING: R 617 1942
 AB1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1091+STABILITY: SURFACE MOTION
 AB1091
 AB1091  HISTORY     - Date     Condition        Report By
 AB1091  HISTORY     - 1942     MONUMENTED       CGS
 AB1091
 AB1091                          STATION DESCRIPTION
 AB1091
 AB1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1091'3.1 MI W FROM ARMSTRONG.
 AB1091'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1091'PROCEED 3.0 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1091'MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF A GROUP OF LIVE OAK TREES
 AB1091'IN THE ARMSTRONG PASTURE, 15.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE
 AB1091'THE CENTERLINE OF THE ROAD AND 3.0 FEET WEST OF A 4 X 4 INCH WOODEN
 AB1091'MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0091 ***********************************************************************
 AE0091  DESIGNATION -  R 618
 AE0091  PID         -  AE0091
 AE0091  STATE/COUNTY-  TX/HIDALGO
 AE0091  USGS QUAD   -  LINN NE (1982)
 AE0091
 AE0091                         *CURRENT SURVEY CONTROL
 AE0091  ___________________________________________________________________
 AE0091* NAD 83(1986)-  26 44 17.     (N)    098 04 28.     (W)     SCALED    
 AE0091* NAVD 88     -        19.165  (meters)      62.88   (feet)  ADJUSTED  
 AE0091  ___________________________________________________________________
 AE0091  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AE0091  DYNAMIC HT  -          19.134 (meters)      62.78  (feet)  COMP
 AE0091  MODELED GRAV-     979,047.5   (mgal)                       NAVD 88
 AE0091
 AE0091  VERT ORDER  -  SECOND    CLASS 0
 AE0091
 AE0091.The horizontal coordinates were scaled from a topographic map and have
 AE0091.an estimated accuracy of +/- 6 seconds.
 AE0091
 AE0091.The orthometric height was determined by differential leveling
 AE0091.and adjusted by the National Geodetic Survey in June 1991..
 AE0091
 AE0091.The geoid height was determined by GEOID03.
 AE0091
 AE0091.The dynamic height is computed by dividing the NAVD 88
 AE0091.geopotential number by the normal gravity value computed on the
 AE0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0091.degrees latitude (g = 980.6199 gals.).
 AE0091
 AE0091.The modeled gravity was interpolated from observed gravity values.
 AE0091
 AE0091;                    North         East    Units  Estimated Accuracy
 AE0091;SPC TX S     - 5,118,770.      342,330.      MT  (+/- 180 meters Scaled)
 AE0091
 AE0091                          SUPERSEDED SURVEY CONTROL
 AE0091
 AE0091  NGVD 29 (??/??/92)   19.28   (m)           63.3    (f) COMPUTED    2 0
 AE0091
 AE0091.Superseded values are not recommended for survey control.
 AE0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0091.See file dsdata.txt to determine how the superseded data were derived.
 AE0091
 AE0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ920577(NAD 83)
 AE0091_MARKER: DB = BENCH MARK DISK
 AE0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0091_STAMPING: R 618 1942
 AE0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0091+STABILITY: SURFACE MOTION
 AE0091
 AE0091  HISTORY     - Date     Condition        Report By
 AE0091  HISTORY     - 1942     MONUMENTED       CGS
 AE0091
 AE0091                          STATION DESCRIPTION
 AE0091
 AE0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0091'12.3 MI SE FROM RACHAL.
 AE0091'TO REACH FROM THE POST OFFICE AT RACHAL-- PROCEED 10.5 MILES SOUTHERLY
 AE0091'ALONG U.S. HIGHWAY HIGHWAY NO. 281 TO INTERSECTION OF RANCH ROAD
 AE0091'LEADING EAST.  THENCE, GO 1.8 MILES EASTERLY ALONG RANCH ROAD TO THE
 AE0091'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE EAST OF A LARGE
 AE0091'STOCK WATERING TANK, ON EAST-WEST FENCE LINE, 24.0 FEET SOUTH OF AND
 AE0091'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.0 FEET
 AE0091'WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0957 ***********************************************************************
 AB0957  DESIGNATION -  R 619
 AB0957  PID         -  AB0957
 AB0957  STATE/COUNTY-  TX/KENEDY
 AB0957  USGS QUAD   -  NORIAS (1982)
 AB0957
 AB0957                         *CURRENT SURVEY CONTROL
 AB0957  ___________________________________________________________________
 AB0957* NAD 83(1986)-  26 50 08.     (N)    097 46 57.     (W)     SCALED    
 AB0957* NAVD 88     -         7.880  (meters)      25.85   (feet)  ADJUSTED  
 AB0957  ___________________________________________________________________
 AB0957  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AB0957  DYNAMIC HT  -           7.867 (meters)      25.81  (feet)  COMP
 AB0957  MODELED GRAV-     979,070.7   (mgal)                       NAVD 88
 AB0957
 AB0957  VERT ORDER  -  FIRST     CLASS II
 AB0957
 AB0957.The horizontal coordinates were scaled from a topographic map and have
 AB0957.an estimated accuracy of +/- 6 seconds.
 AB0957
 AB0957.The orthometric height was determined by differential leveling
 AB0957.and adjusted by the National Geodetic Survey in June 1991..
 AB0957
 AB0957.The geoid height was determined by GEOID03.
 AB0957
 AB0957.The dynamic height is computed by dividing the NAVD 88
 AB0957.geopotential number by the normal gravity value computed on the
 AB0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0957.degrees latitude (g = 980.6199 gals.).
 AB0957
 AB0957.The modeled gravity was interpolated from observed gravity values.
 AB0957
 AB0957;                    North         East    Units  Estimated Accuracy
 AB0957;SPC TX S     - 5,129,710.      371,310.      MT  (+/- 180 meters Scaled)
 AB0957
 AB0957                          SUPERSEDED SURVEY CONTROL
 AB0957
 AB0957  NGVD 29 (??/??/92)    7.967  (m)           26.14   (f) ADJ UNCH    1 2
 AB0957
 AB0957.Superseded values are not recommended for survey control.
 AB0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0957.See file dsdata.txt to determine how the superseded data were derived.
 AB0957
 AB0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ209688(NAD 83)
 AB0957_MARKER: DB = BENCH MARK DISK
 AB0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0957_STAMPING: R 619 1942
 AB0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0957+STABILITY: SURFACE MOTION
 AB0957
 AB0957  HISTORY     - Date     Condition        Report By
 AB0957  HISTORY     - 1942     MONUMENTED       CGS
 AB0957  HISTORY     - 1951     GOOD             NGS
 AB0957  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0957
 AB0957                          STATION DESCRIPTION
 AB0957
 AB0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0957'3.6 MI N FROM NORIAS.
 AB0957'3.6 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0957'FROM THE STATION AT NORIAS, 2 1/4 POLES SOUTH OF MILEPOST 71, 45.4
 AB0957'FEET EAST OF THE EAST RAIL, 62 FEET WEST OF THE CENTER LINE OF U.S.
 AB0957'HIGHWAY 77, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 AB0957'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- NOW
 AB0957'THE SOUTHERN PACIFIC LINES.
 AB0957
 AB0957                          STATION RECOVERY (1981)
 AB0957
 AB0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0957'NOT RECOVERED, ASSUMED KNOCKED OUT BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0847 ***********************************************************************
 AJ0847  DESIGNATION -  R 62
 AJ0847  PID         -  AJ0847
 AJ0847  STATE/COUNTY-  TX/WEBB
 AJ0847  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0847
 AJ0847                         *CURRENT SURVEY CONTROL
 AJ0847  ___________________________________________________________________
 AJ0847* NAD 83(1986)-  27 18 22.     (N)    099 25 59.     (W)     SCALED    
 AJ0847* NAVD 88     -       156.844  (meters)     514.58   (feet)  POSTED    
 AJ0847  ___________________________________________________________________
 AJ0847  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AJ0847  DYNAMIC HT  -         156.590 (meters)     513.75  (feet)  COMP
 AJ0847  MODELED GRAV-     979,050.0   (mgal)                       NAVD 88
 AJ0847
 AJ0847  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0847
 AJ0847.The horizontal coordinates were scaled from a topographic map and have
 AJ0847.an estimated accuracy of +/- 6 seconds.
 AJ0847
 AJ0847.The orthometric height was determined by differential leveling
 AJ0847.and adjusted by the National Geodetic Survey in 1992..
 AJ0847.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0847.rate of 0.0 thru 1.0 mm/km.
 AJ0847
 AJ0847.The geoid height was determined by GEOID03.
 AJ0847
 AJ0847.The dynamic height is computed by dividing the NAVD 88
 AJ0847.geopotential number by the normal gravity value computed on the
 AJ0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0847.degrees latitude (g = 980.6199 gals.).
 AJ0847
 AJ0847.The modeled gravity was interpolated from observed gravity values.
 AJ0847
 AJ0847;                    North         East    Units  Estimated Accuracy
 AJ0847;SPC TX S     - 5,181,980.      207,650.      MT  (+/- 180 meters Scaled)
 AJ0847
 AJ0847                          SUPERSEDED SURVEY CONTROL
 AJ0847
 AJ0847.No superseded survey control is available for this station.
 AJ0847
 AJ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR571204(NAD 83)
 AJ0847_MARKER: DB = BENCH MARK DISK
 AJ0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0847_STAMPING: R 62 1919
 AJ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0847+STABILITY: SURFACE MOTION
 AJ0847
 AJ0847  HISTORY     - Date     Condition        Report By
 AJ0847  HISTORY     - 1919     MONUMENTED       CGS
 AJ0847  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0847
 AJ0847                          STATION DESCRIPTION
 AJ0847
 AJ0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 AJ0847'14.2 MI E FROM LAREDO.
 AJ0847'ABOUT 14.2 MILES EAST OF LAREDO, WEBB COUNTY, ABOUT 0.2 MILE EAST OF
 AJ0847'MILEPOST 14 ON THE LAREDO-ZAPATA HIGHWAY, AT THE INTERSECTION OF THE
 AJ0847'FENCES, AND ABOUT 15 FEET NORTH OF A GATE ACROSS THE ROAD.  A STANDARD
 AJ0847'DISK STAMPED R 62 1919 AND SET IN THE TOP OF A CONCRETE POST.
 AJ0847
 AJ0847                          STATION RECOVERY (1957)
 AJ0847
 AJ0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AJ0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1165 ***********************************************************************
 AB1165  DESIGNATION -  R 620
 AB1165  PID         -  AB1165
 AB1165  STATE/COUNTY-  TX/WILLACY
 AB1165  USGS QUAD   -  YTURRIA (1982)
 AB1165
 AB1165                         *CURRENT SURVEY CONTROL
 AB1165  ___________________________________________________________________
 AB1165* NAD 83(1986)-  26 31 06.     (N)    097 49 20.     (W)     SCALED    
 AB1165* NAVD 88     -         9.905  (meters)      32.50   (feet)  ADJUSTED  
 AB1165  ___________________________________________________________________
 AB1165  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AB1165  DYNAMIC HT  -           9.889 (meters)      32.44  (feet)  COMP
 AB1165  MODELED GRAV-     979,047.9   (mgal)                       NAVD 88
 AB1165
 AB1165  VERT ORDER  -  SECOND    CLASS 0
 AB1165
 AB1165.The horizontal coordinates were scaled from a topographic map and have
 AB1165.an estimated accuracy of +/- 6 seconds.
 AB1165
 AB1165.The orthometric height was determined by differential leveling
 AB1165.and adjusted by the National Geodetic Survey in June 1991..
 AB1165
 AB1165.The geoid height was determined by GEOID03.
 AB1165
 AB1165.The dynamic height is computed by dividing the NAVD 88
 AB1165.geopotential number by the normal gravity value computed on the
 AB1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1165.degrees latitude (g = 980.6199 gals.).
 AB1165
 AB1165.The modeled gravity was interpolated from observed gravity values.
 AB1165
 AB1165;                    North         East    Units  Estimated Accuracy
 AB1165;SPC TX S     - 5,094,540.      367,550.      MT  (+/- 180 meters Scaled)
 AB1165
 AB1165                          SUPERSEDED SURVEY CONTROL
 AB1165
 AB1165  NGVD 29 (??/??/92)    9.975  (m)           32.73   (f) ADJ UNCH    2 0
 AB1165
 AB1165.Superseded values are not recommended for survey control.
 AB1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1165.See file dsdata.txt to determine how the superseded data were derived.
 AB1165
 AB1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ173336(NAD 83)
 AB1165_MARKER: DB = BENCH MARK DISK
 AB1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1165_STAMPING: R 620 1942
 AB1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1165+STABILITY: SURFACE MOTION
 AB1165
 AB1165  HISTORY     - Date     Condition        Report By
 AB1165  HISTORY     - 1942     MONUMENTED       CGS
 AB1165
 AB1165                          STATION DESCRIPTION
 AB1165
 AB1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1165'4.7 MI NW FROM RAYMONDVILLE.
 AB1165'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1165'PROCEED WESTERLY 1.7 MILES ALONG STATE HIGHWAY NO. 189, THENCE
 AB1165'NORTHERLY 2.5 MILES, THENCE WESTERLY 0.5 MILE TO THE SITE OF THE BENCH
 AB1165'MARK.  BENCH MARK IS AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD AND
 AB1165'AT JUNCTION OF PAVEMENT AND DIRT ROAD LEADING NORTH.  IT IS 39. FEET
 AB1165'NORTH OF AND ABOUT 1. FOOT ABOVE THE CENTER LINE OF PAVEMENT, 11. FEET
 AB1165'WEST OF POWER POLE AND IN LINE WITH ROW OF POLES LEADING EAST,
 AB1165'AND 3. FEET WEST OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT
 AB1165'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0223 ***********************************************************************
 AJ0223  DESIGNATION -  R 621
 AJ0223  PID         -  AJ0223
 AJ0223  STATE/COUNTY-  TX/DUVAL
 AJ0223  USGS QUAD   -  BENAVIDES (1968)
 AJ0223
 AJ0223                         *CURRENT SURVEY CONTROL
 AJ0223  ___________________________________________________________________
 AJ0223* NAD 83(1986)-  27 31 13.     (N)    098 24 28.     (W)     SCALED    
 AJ0223* NAVD 88     -       115.965  (meters)     380.46   (feet)  ADJUSTED  
 AJ0223  ___________________________________________________________________
 AJ0223  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AJ0223  DYNAMIC HT  -         115.782 (meters)     379.86  (feet)  COMP
 AJ0223  MODELED GRAV-     979,070.5   (mgal)                       NAVD 88
 AJ0223
 AJ0223  VERT ORDER  -  SECOND    CLASS 0
 AJ0223
 AJ0223.The horizontal coordinates were scaled from a topographic map and have
 AJ0223.an estimated accuracy of +/- 6 seconds.
 AJ0223
 AJ0223.The orthometric height was determined by differential leveling
 AJ0223.and adjusted by the National Geodetic Survey in June 1991..
 AJ0223
 AJ0223.The geoid height was determined by GEOID03.
 AJ0223
 AJ0223.The dynamic height is computed by dividing the NAVD 88
 AJ0223.geopotential number by the normal gravity value computed on the
 AJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0223.degrees latitude (g = 980.6199 gals.).
 AJ0223
 AJ0223.The modeled gravity was interpolated from observed gravity values.
 AJ0223
 AJ0223;                    North         East    Units  Estimated Accuracy
 AJ0223;SPC TX S     - 5,205,370.      309,110.      MT  (+/- 180 meters Scaled)
 AJ0223
 AJ0223                          SUPERSEDED SURVEY CONTROL
 AJ0223
 AJ0223  NGVD 29 (??/??/92)  116.02   (m)          380.6    (f) COMPUTED    2 0
 AJ0223
 AJ0223.Superseded values are not recommended for survey control.
 AJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0223.See file dsdata.txt to determine how the superseded data were derived.
 AJ0223
 AJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR584442(NAD 83)
 AJ0223_MARKER: DB = BENCH MARK DISK
 AJ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0223_STAMPING: R 621 1942
 AJ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0223+STABILITY: SURFACE MOTION
 AJ0223
 AJ0223  HISTORY     - Date     Condition        Report By
 AJ0223  HISTORY     - 1942     MONUMENTED       CGS
 AJ0223
 AJ0223                          STATION DESCRIPTION
 AJ0223
 AJ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0223'5.9 MI S FROM BENAVIDES.
 AJ0223'TO REACH FROM THE MISSOURI PACIFIC (TEX. MEX.) RAILROAD STATION AT
 AJ0223'BENAVIDES-- PROCEED 5.9 MILES SOUTHERLY ALONG THE STATE HIGHWAY NO.
 AJ0223'339 TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 45.0 FEET EAST OF
 AJ0223'THE CENTERLINE OF INTERSECTION OF COUNTY ROAD LEADING SOUTHWEST ACROSS
 AJ0223'CATTLE GUARD, 18.0 FEET SOUTH OF TELEPHONE POLE, 3.0 FEET NORTH OF A
 AJ0223'4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST OF RIGHT-OF-WAY FENCE.
 AJ0223'THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0139 ***********************************************************************
 AJ0139  DESIGNATION -  R 622
 AJ0139  PID         -  AJ0139
 AJ0139  STATE/COUNTY-  TX/JIM WELLS
 AJ0139  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0139
 AJ0139                         *CURRENT SURVEY CONTROL
 AJ0139  ___________________________________________________________________
 AJ0139* NAD 83(1986)-  27 34 59.     (N)    098 07 57.     (W)     SCALED    
 AJ0139* NAVD 88     -        54.383  (meters)     178.42   (feet)  ADJUSTED  
 AJ0139  ___________________________________________________________________
 AJ0139  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AJ0139  DYNAMIC HT  -          54.298 (meters)     178.14  (feet)  COMP
 AJ0139  MODELED GRAV-     979,085.9   (mgal)                       NAVD 88
 AJ0139
 AJ0139  VERT ORDER  -  SECOND    CLASS 0
 AJ0139
 AJ0139.The horizontal coordinates were scaled from a topographic map and have
 AJ0139.an estimated accuracy of +/- 6 seconds.
 AJ0139
 AJ0139.The orthometric height was determined by differential leveling
 AJ0139.and adjusted by the National Geodetic Survey in June 1991..
 AJ0139
 AJ0139.The geoid height was determined by GEOID03.
 AJ0139
 AJ0139.The dynamic height is computed by dividing the NAVD 88
 AJ0139.geopotential number by the normal gravity value computed on the
 AJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0139.degrees latitude (g = 980.6199 gals.).
 AJ0139
 AJ0139.The modeled gravity was interpolated from observed gravity values.
 AJ0139
 AJ0139;                    North         East    Units  Estimated Accuracy
 AJ0139;SPC TX S     - 5,212,380.      336,280.      MT  (+/- 180 meters Scaled)
 AJ0139
 AJ0139                          SUPERSEDED SURVEY CONTROL
 AJ0139
 AJ0139  NGVD 29 (??/??/92)   54.48   (m)          178.7    (f) COMPUTED    2 0
 AJ0139
 AJ0139.Superseded values are not recommended for survey control.
 AJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0139.See file dsdata.txt to determine how the superseded data were derived.
 AJ0139
 AJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR856513(NAD 83)
 AJ0139_MARKER: DB = BENCH MARK DISK
 AJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0139_STAMPING: R 622 1942
 AJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0139+STABILITY: SURFACE MOTION
 AJ0139
 AJ0139  HISTORY     - Date     Condition        Report By
 AJ0139  HISTORY     - 1942     MONUMENTED       CGS
 AJ0139
 AJ0139                          STATION DESCRIPTION
 AJ0139
 AJ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0139'14.2 MI SW FROM ALICE.
 AJ0139'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0139'11.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0139'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 2.5 MILES
 AJ0139'WESTERLY ALONG THE TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH
 AJ0139'MARK IS ABOUT 0.1 MILE EAST OF INTERSECTION OF LANE LEADING TO THE
 AJ0139'BLUE RIBBON RANCH, 33.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 21.0
 AJ0139'FEET WEST OF A MESQUITE TREE, 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AJ0139'MARKER POST AND 1.0 FEET SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.4
 AJ0139'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0140 ***********************************************************************
 AJ0140  DESIGNATION -  R 622 RESET 1948
 AJ0140  PID         -  AJ0140
 AJ0140  STATE/COUNTY-  TX/JIM WELLS
 AJ0140  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0140
 AJ0140                         *CURRENT SURVEY CONTROL
 AJ0140  ___________________________________________________________________
 AJ0140* NAD 83(1986)-  27 34 59.     (N)    098 07 57.     (W)     SCALED    
 AJ0140* NAVD 88     -        54.40   (meters)     178.5    (feet)  RESET     
 AJ0140  ___________________________________________________________________
 AJ0140  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AJ0140
 AJ0140  VERT ORDER  -  THIRD
 AJ0140
 AJ0140.The horizontal coordinates were scaled from a topographic map and have
 AJ0140.an estimated accuracy of +/- 6 seconds.
 AJ0140
 AJ0140.The orthometric height was computed from unverified reset data.
 AJ0140
 AJ0140.The geoid height was determined by GEOID03.
 AJ0140
 AJ0140;                    North         East    Units  Estimated Accuracy
 AJ0140;SPC TX S     - 5,212,380.      336,280.      MT  (+/- 180 meters Scaled)
 AJ0140
 AJ0140                          SUPERSEDED SURVEY CONTROL
 AJ0140
 AJ0140.No superseded survey control is available for this station.
 AJ0140
 AJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR856513(NAD 83)
 AJ0140_MARKER: DB = BENCH MARK DISK
 AJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0140_STAMPING: R 622 RESET 1948
 AJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0140+STABILITY: SURFACE MOTION
 AJ0140
 AJ0140  HISTORY     - Date     Condition        Report By
 AJ0140  HISTORY     - 1948     MONUMENTED       TXHD
 AJ0140  HISTORY     - 1962     GOOD             USGS
 AJ0140
 AJ0140                          STATION DESCRIPTION
 AJ0140
 AJ0140'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AJ0140'3.8 MI S FROM BEN BOLT.
 AJ0140'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM BEN BOLT,
 AJ0140'THENCE 2.5 MILES WEST ALONG FARM-TO-MARKET HIGHWAY 735.  0.1 MILE EAST
 AJ0140'OF THE INTERSECTION OF A LANE LEADING TO THE BLUE RIBBON RANCH, 39.5
 AJ0140'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE FENCE
 AJ0140'AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK STAMPED R 622
 AJ0140'RESET 1948 AND SET IN THE TOP OF A CONCRETE POST.
 AJ0140
 AJ0140                          STATION RECOVERY (1962)
 AJ0140
 AJ0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0330 ***********************************************************************
 AJ0330  DESIGNATION -  R 623
 AJ0330  PID         -  AJ0330
 AJ0330  STATE/COUNTY-  TX/DUVAL
 AJ0330  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0330
 AJ0330                         *CURRENT SURVEY CONTROL
 AJ0330  ___________________________________________________________________
 AJ0330* NAD 83(1986)-  27 22 10.     (N)    098 15 38.     (W)     SCALED    
 AJ0330* NAVD 88     -        72.338  (meters)     237.33   (feet)  ADJUSTED  
 AJ0330  ___________________________________________________________________
 AJ0330  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AJ0330  DYNAMIC HT  -          72.224 (meters)     236.95  (feet)  COMP
 AJ0330  MODELED GRAV-     979,070.6   (mgal)                       NAVD 88
 AJ0330
 AJ0330  VERT ORDER  -  SECOND    CLASS 0
 AJ0330
 AJ0330.The horizontal coordinates were scaled from a topographic map and have
 AJ0330.an estimated accuracy of +/- 6 seconds.
 AJ0330
 AJ0330.The orthometric height was determined by differential leveling
 AJ0330.and adjusted by the National Geodetic Survey in June 1991..
 AJ0330
 AJ0330.The geoid height was determined by GEOID03.
 AJ0330
 AJ0330.The dynamic height is computed by dividing the NAVD 88
 AJ0330.geopotential number by the normal gravity value computed on the
 AJ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0330.degrees latitude (g = 980.6199 gals.).
 AJ0330
 AJ0330.The modeled gravity was interpolated from observed gravity values.
 AJ0330
 AJ0330;                    North         East    Units  Estimated Accuracy
 AJ0330;SPC TX S     - 5,188,680.      323,690.      MT  (+/- 180 meters Scaled)
 AJ0330
 AJ0330                          SUPERSEDED SURVEY CONTROL
 AJ0330
 AJ0330  NGVD 29 (??/??/92)   72.45   (m)          237.7    (f) COMPUTED    2 0
 AJ0330
 AJ0330.Superseded values are not recommended for survey control.
 AJ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0330.See file dsdata.txt to determine how the superseded data were derived.
 AJ0330
 AJ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR731275(NAD 83)
 AJ0330_MARKER: DB = BENCH MARK DISK
 AJ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0330_STAMPING: R 623 1942
 AJ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0330+STABILITY: SURFACE MOTION
 AJ0330
 AJ0330  HISTORY     - Date     Condition        Report By
 AJ0330  HISTORY     - 1942     MONUMENTED       CGS
 AJ0330  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0330
 AJ0330                          STATION DESCRIPTION
 AJ0330
 AJ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0330'8.2 MI E FROM CONCEPCION.
 AJ0330'TO REACH FROM THE POST OFFICE AT CONCEPCION-- PROCEED 8.2 MILES EAST
 AJ0330'ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AJ0330'0.2 MILE NORTH OF A SHARP CURVE, 27.0 FEET EAST OF THE CENTERLINE OF
 AJ0330'THE ROAD, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AJ0330'EAST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0330
 AJ0330                          STATION RECOVERY (1968)
 AJ0330
 AJ0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0181 ***********************************************************************
 AJ0181  DESIGNATION -  R 624
 AJ0181  PID         -  AJ0181
 AJ0181  STATE/COUNTY-  TX/DUVAL
 AJ0181  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0181
 AJ0181                         *CURRENT SURVEY CONTROL
 AJ0181  ___________________________________________________________________
 AJ0181* NAD 83(1986)-  27 42 53.     (N)    098 14 13.     (W)     SCALED    
 AJ0181* NAVD 88     -        95.634  (meters)     313.76   (feet)  ADJUSTED  
 AJ0181  ___________________________________________________________________
 AJ0181  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AJ0181  DYNAMIC HT  -          95.485 (meters)     313.27  (feet)  COMP
 AJ0181  MODELED GRAV-     979,091.2   (mgal)                       NAVD 88
 AJ0181
 AJ0181  VERT ORDER  -  SECOND    CLASS 0
 AJ0181
 AJ0181.The horizontal coordinates were scaled from a topographic map and have
 AJ0181.an estimated accuracy of +/- 6 seconds.
 AJ0181
 AJ0181.The orthometric height was determined by differential leveling
 AJ0181.and adjusted by the National Geodetic Survey in June 1991..
 AJ0181
 AJ0181.The geoid height was determined by GEOID03.
 AJ0181
 AJ0181.The dynamic height is computed by dividing the NAVD 88
 AJ0181.geopotential number by the normal gravity value computed on the
 AJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0181.degrees latitude (g = 980.6199 gals.).
 AJ0181
 AJ0181.The modeled gravity was interpolated from observed gravity values.
 AJ0181
 AJ0181;                    North         East    Units  Estimated Accuracy
 AJ0181;SPC TX S     - 5,226,940.      325,940.      MT  (+/- 180 meters Scaled)
 AJ0181
 AJ0181                          SUPERSEDED SURVEY CONTROL
 AJ0181
 AJ0181  NGVD 29 (??/??/92)   95.715  (m)          314.02   (f) ADJ UNCH    2 0
 AJ0181
 AJ0181.Superseded values are not recommended for survey control.
 AJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0181.See file dsdata.txt to determine how the superseded data were derived.
 AJ0181
 AJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR752658(NAD 83)
 AJ0181_MARKER: DB = BENCH MARK DISK
 AJ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0181_STAMPING: R 624 1942
 AJ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0181+STABILITY: SURFACE MOTION
 AJ0181
 AJ0181  HISTORY     - Date     Condition        Report By
 AJ0181  HISTORY     - 1942     MONUMENTED       CGS
 AJ0181  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0181
 AJ0181                          STATION DESCRIPTION
 AJ0181
 AJ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0181'4.9 MI SE FROM SAN DIEGO.
 AJ0181'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0181'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF ROAD LEADING
 AJ0181'SOUTH.  THENCE, GO 2.6 MILES SOUTH ALONG THE ROAD TO INTERSECTION OF
 AJ0181'ROAD LEADING EAST.  THENCE, GO 0.8 MILE EAST ALONG ROAD TO THE SITE OF
 AJ0181'THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE WEST OF INTERSECTION OF
 AJ0181'ROAD LEADING TO FARM HOUSE, ABOUT 140.0 FEET SOUTH OF A WINDMILL AND
 AJ0181'18.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AJ0181'THE ROAD.  IT IS 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST. THE
 AJ0181'MONUMENT PROJECTS 0.3 FOOT.
 AJ0181
 AJ0181                          STATION RECOVERY (1963)
 AJ0181
 AJ0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0438 ***********************************************************************
 AJ0438  DESIGNATION -  R 625
 AJ0438  PID         -  AJ0438
 AJ0438  STATE/COUNTY-  TX/BROOKS
 AJ0438  USGS QUAD   -  PALOMAS RANCH SW (1968)
 AJ0438
 AJ0438                         *CURRENT SURVEY CONTROL
 AJ0438  ___________________________________________________________________
 AJ0438* NAD 83(1986)-  27 07 22.     (N)    098 23 16.     (W)     SCALED    
 AJ0438* NAVD 88     -       101.879  (meters)     334.25   (feet)  ADJUSTED  
 AJ0438  ___________________________________________________________________
 AJ0438  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AJ0438  DYNAMIC HT  -         101.717 (meters)     333.72  (feet)  COMP
 AJ0438  MODELED GRAV-     979,049.1   (mgal)                       NAVD 88
 AJ0438
 AJ0438  VERT ORDER  -  SECOND    CLASS 0
 AJ0438
 AJ0438.The horizontal coordinates were scaled from a topographic map and have
 AJ0438.an estimated accuracy of +/- 6 seconds.
 AJ0438
 AJ0438.The orthometric height was determined by differential leveling
 AJ0438.and adjusted by the National Geodetic Survey in June 1991..
 AJ0438
 AJ0438.The geoid height was determined by GEOID03.
 AJ0438
 AJ0438.The dynamic height is computed by dividing the NAVD 88
 AJ0438.geopotential number by the normal gravity value computed on the
 AJ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0438.degrees latitude (g = 980.6199 gals.).
 AJ0438
 AJ0438.The modeled gravity was interpolated from observed gravity values.
 AJ0438
 AJ0438;                    North         East    Units  Estimated Accuracy
 AJ0438;SPC TX S     - 5,161,330.      311,130.      MT  (+/- 180 meters Scaled)
 AJ0438
 AJ0438                          SUPERSEDED SURVEY CONTROL
 AJ0438
 AJ0438  NGVD 29 (??/??/92)  101.949  (m)          334.48   (f) ADJ UNCH    2 0
 AJ0438
 AJ0438.Superseded values are not recommended for survey control.
 AJ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0438.See file dsdata.txt to determine how the superseded data were derived.
 AJ0438
 AJ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR606001(NAD 83)
 AJ0438_MARKER: DB = BENCH MARK DISK
 AJ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0438_STAMPING: R 625 1942
 AJ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0438+STABILITY: SURFACE MOTION
 AJ0438
 AJ0438  HISTORY     - Date     Condition        Report By
 AJ0438  HISTORY     - 1942     MONUMENTED       CGS
 AJ0438
 AJ0438                          STATION DESCRIPTION
 AJ0438
 AJ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0438'23.8 MI SW FROM FALFURRIAS.
 AJ0438'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILE
 AJ0438'SOUTH  ALONG STATE HIGHWAY NO. 281 TO THE INTERSECTION OF ROAD LEADING
 AJ0438'WEST-- THENCE, GO 2.6 MILES SOUTHWESTERLY ALONG ROAD TO INTERSECTION
 AJ0438'OF EAST-WEST ROAD.  THENCE, GO 15.2 MILES WESTERLY ALONG ROAD TO
 AJ0438'INTERSECTION OF ROAD LEADING SOUTH.  THENCE, GO 4.6 MILES SOUTHERLY
 AJ0438'ALONG ROAD TO DICK MARKS RANCH HOUSE.  THENCE GO 1.0 MILE NORTHWEST
 AJ0438'ALONG ROAD TO SITE OF THE BENCH MARK.  BENCH MARK IS 15.0 FEET SOUTH
 AJ0438'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.0
 AJ0438'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AJ0438'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0522 ***********************************************************************
 AJ0522  DESIGNATION -  R 626
 AJ0522  PID         -  AJ0522
 AJ0522  STATE/COUNTY-  TX/JIM HOGG
 AJ0522  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0522
 AJ0522                         *CURRENT SURVEY CONTROL
 AJ0522  ___________________________________________________________________
 AJ0522* NAD 83(1986)-  27 03 37.     (N)    098 30 34.     (W)     SCALED    
 AJ0522* NAVD 88     -       116.422  (meters)     381.96   (feet)  ADJUSTED  
 AJ0522  ___________________________________________________________________
 AJ0522  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AJ0522  DYNAMIC HT  -         116.234 (meters)     381.34  (feet)  COMP
 AJ0522  MODELED GRAV-     979,037.6   (mgal)                       NAVD 88
 AJ0522
 AJ0522  VERT ORDER  -  SECOND    CLASS 0
 AJ0522
 AJ0522.The horizontal coordinates were scaled from a topographic map and have
 AJ0522.an estimated accuracy of +/- 6 seconds.
 AJ0522
 AJ0522.The orthometric height was determined by differential leveling
 AJ0522.and adjusted by the National Geodetic Survey in June 1991..
 AJ0522
 AJ0522.The geoid height was determined by GEOID03.
 AJ0522
 AJ0522.The dynamic height is computed by dividing the NAVD 88
 AJ0522.geopotential number by the normal gravity value computed on the
 AJ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0522.degrees latitude (g = 980.6199 gals.).
 AJ0522
 AJ0522.The modeled gravity was interpolated from observed gravity values.
 AJ0522
 AJ0522;                    North         East    Units  Estimated Accuracy
 AJ0522;SPC TX S     - 5,154,400.      299,060.      MT  (+/- 180 meters Scaled)
 AJ0522
 AJ0522                          SUPERSEDED SURVEY CONTROL
 AJ0522
 AJ0522  NGVD 29 (??/??/92)  116.470  (m)          382.12   (f) ADJ UNCH    2 0
 AJ0522
 AJ0522.Superseded values are not recommended for survey control.
 AJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0522.See file dsdata.txt to determine how the superseded data were derived.
 AJ0522
 AJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ486932(NAD 83)
 AJ0522_MARKER: DB = BENCH MARK DISK
 AJ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0522_STAMPING: R 626 1942
 AJ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0522+STABILITY: SURFACE MOTION
 AJ0522
 AJ0522  HISTORY     - Date     Condition        Report By
 AJ0522  HISTORY     - 1942     MONUMENTED       CGS
 AJ0522  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0522
 AJ0522                          STATION DESCRIPTION
 AJ0522
 AJ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0522'2.0 MI NE FROM ALTAVISTA.
 AJ0522'TO REACH FROM THE W.W. JONES RANCH HOUSE AT ALTAVISTA-- PROCEED 2.0
 AJ0522'MILES NORTHEASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AJ0522'BENCH MARK IS ABOUT 0.8 MILE NORTH OF INTERSECTION OF ROAD LEADING
 AJ0522'EASTERLY, ABOUT 0.4 MILE NORTH OF A GATE ACROSS ROAD AND 15.0 FEET
 AJ0522'WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS
 AJ0522'2.5 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AJ0522'PROJECTS 0.4 FOOT.
 AJ0522
 AJ0522                          STATION RECOVERY (1972)
 AJ0522
 AJ0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0393 ***********************************************************************
 AJ0393  DESIGNATION -  R 627
 AJ0393  PID         -  AJ0393
 AJ0393  STATE/COUNTY-  TX/BROOKS
 AJ0393  USGS QUAD   -  RAMIREZ (1969)
 AJ0393
 AJ0393                         *CURRENT SURVEY CONTROL
 AJ0393  ___________________________________________________________________
 AJ0393* NAD 83(1986)-  27 15 50.     (N)    098 23 12.     (W)     SCALED    
 AJ0393* NAVD 88     -        85.157  (meters)     279.39   (feet)  ADJUSTED  
 AJ0393  ___________________________________________________________________
 AJ0393  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AJ0393  DYNAMIC HT  -          85.022 (meters)     278.94  (feet)  COMP
 AJ0393  MODELED GRAV-     979,059.7   (mgal)                       NAVD 88
 AJ0393
 AJ0393  VERT ORDER  -  SECOND    CLASS 0
 AJ0393
 AJ0393.The horizontal coordinates were scaled from a topographic map and have
 AJ0393.an estimated accuracy of +/- 6 seconds.
 AJ0393
 AJ0393.The orthometric height was determined by differential leveling
 AJ0393.and adjusted by the National Geodetic Survey in June 1991..
 AJ0393
 AJ0393.The geoid height was determined by GEOID03.
 AJ0393
 AJ0393.The dynamic height is computed by dividing the NAVD 88
 AJ0393.geopotential number by the normal gravity value computed on the
 AJ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0393.degrees latitude (g = 980.6199 gals.).
 AJ0393
 AJ0393.The modeled gravity was interpolated from observed gravity values.
 AJ0393
 AJ0393;                    North         East    Units  Estimated Accuracy
 AJ0393;SPC TX S     - 5,176,960.      311,220.      MT  (+/- 180 meters Scaled)
 AJ0393
 AJ0393                          SUPERSEDED SURVEY CONTROL
 AJ0393
 AJ0393  NGVD 29 (??/??/92)   85.249  (m)          279.69   (f) ADJ UNCH    2 0
 AJ0393
 AJ0393.Superseded values are not recommended for survey control.
 AJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0393.See file dsdata.txt to determine how the superseded data were derived.
 AJ0393
 AJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR607158(NAD 83)
 AJ0393_MARKER: DB = BENCH MARK DISK
 AJ0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0393_SP_SET: CULVERT
 AJ0393_STAMPING: R 627 1942
 AJ0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0393
 AJ0393  HISTORY     - Date     Condition        Report By
 AJ0393  HISTORY     - 1942     MONUMENTED       CGS
 AJ0393
 AJ0393                          STATION DESCRIPTION
 AJ0393
 AJ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0393'15.6 MI W FROM FALFURRIAS.
 AJ0393'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 15.6
 AJ0393'MILES WESTERLY ALONG STATE HIGHWAY NO. 285 TO THE INTERSECTION OF ROAD
 AJ0393'LEADING SOUTH AND SITE OF THE BENCH MARK.  BENCH MARK IS SET
 AJ0393'HORIZONTALLY IN THE TOP OF WEST END OF NORTH HEADWALL OF A CONCRETE
 AJ0393'CULVERT UNDER THE HIGHWAY.  IT IS ABOUT 250.0 FEET WEST OF THE
 AJ0393'INTERSECTION OF ROAD LEADING SOUTH, 18.0 FEET NORTH OF AND ABOUT 0.5
 AJ0393'FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0118 ***********************************************************************
 AE0118  DESIGNATION -  R 628
 AE0118  PID         -  AE0118
 AE0118  STATE/COUNTY-  TX/BROOKS
 AE0118  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0118
 AE0118                         *CURRENT SURVEY CONTROL
 AE0118  ___________________________________________________________________
 AE0118* NAD 83(1986)-  26 55 33.     (N)    098 24 55.     (W)     SCALED    
 AE0118* NAVD 88     -        75.983  (meters)     249.29   (feet)  ADJUSTED  
 AE0118  ___________________________________________________________________
 AE0118  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AE0118  DYNAMIC HT  -          75.860 (meters)     248.88  (feet)  COMP
 AE0118  MODELED GRAV-     979,027.1   (mgal)                       NAVD 88
 AE0118
 AE0118  VERT ORDER  -  SECOND    CLASS 0
 AE0118
 AE0118.The horizontal coordinates were scaled from a topographic map and have
 AE0118.an estimated accuracy of +/- 6 seconds.
 AE0118
 AE0118.The orthometric height was determined by differential leveling
 AE0118.and adjusted by the National Geodetic Survey in June 1991..
 AE0118
 AE0118.The geoid height was determined by GEOID03.
 AE0118
 AE0118.The dynamic height is computed by dividing the NAVD 88
 AE0118.geopotential number by the normal gravity value computed on the
 AE0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0118.degrees latitude (g = 980.6199 gals.).
 AE0118
 AE0118.The modeled gravity was interpolated from observed gravity values.
 AE0118
 AE0118;                    North         East    Units  Estimated Accuracy
 AE0118;SPC TX S     - 5,139,510.      308,410.      MT  (+/- 180 meters Scaled)
 AE0118
 AE0118                          SUPERSEDED SURVEY CONTROL
 AE0118
 AE0118  NGVD 29 (??/??/92)   76.040  (m)          249.47   (f) ADJ UNCH    2 0
 AE0118
 AE0118.Superseded values are not recommended for survey control.
 AE0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0118.See file dsdata.txt to determine how the superseded data were derived.
 AE0118
 AE0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ580783(NAD 83)
 AE0118_MARKER: DB = BENCH MARK DISK
 AE0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0118_STAMPING: R 628 1942
 AE0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0118+STABILITY: SURFACE MOTION
 AE0118
 AE0118  HISTORY     - Date     Condition        Report By
 AE0118  HISTORY     - 1942     MONUMENTED       CGS
 AE0118
 AE0118                          STATION DESCRIPTION
 AE0118
 AE0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0118'19.0 MI W FROM RACHAL.
 AE0118'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0118'PROCEED 19.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0118'MARK.  BENCH MARK IS ABOUT 0.5 MILE WEST OF TELEPHONE LINE CROSSING
 AE0118'ROAD, 11.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AE0118'THE ROAD.  IT IS 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND
 AE0118'THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0905 ***********************************************************************
 AE0905  DESIGNATION -  R 629 RESET 1949
 AE0905  PID         -  AE0905
 AE0905  STATE/COUNTY-  TX/STARR
 AE0905  USGS QUAD   -  LA GLORIA (1993)
 AE0905
 AE0905                         *CURRENT SURVEY CONTROL
 AE0905  ___________________________________________________________________
 AE0905* NAD 83(1986)-  26 43 50.     (N)    098 30 45.     (W)     SCALED    
 AE0905* NAVD 88     -        94.81   (meters)     311.1    (feet)  RESET     
 AE0905  ___________________________________________________________________
 AE0905  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AE0905
 AE0905  VERT ORDER  -  THIRD
 AE0905
 AE0905.The horizontal coordinates were scaled from a topographic map and have
 AE0905.an estimated accuracy of +/- 6 seconds.
 AE0905
 AE0905.The orthometric height was computed from unverified reset data.
 AE0905
 AE0905.The geoid height was determined by GEOID03.
 AE0905
 AE0905;                    North         East    Units  Estimated Accuracy
 AE0905;SPC TX S     - 5,117,870.      298,760.      MT  (+/- 180 meters Scaled)
 AE0905
 AE0905                          SUPERSEDED SURVEY CONTROL
 AE0905
 AE0905.No superseded survey control is available for this station.
 AE0905
 AE0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ484566(NAD 83)
 AE0905_MARKER: DB = BENCH MARK DISK
 AE0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0905_STAMPING: R 629 RESET 1949
 AE0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0905+STABILITY: SURFACE MOTION
 AE0905
 AE0905  HISTORY     - Date     Condition        Report By
 AE0905  HISTORY     - 1949     MONUMENTED       TXHD
 AE0905
 AE0905                          STATION DESCRIPTION
 AE0905
 AE0905'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AE0905'3 MI W FROM SANTA ELENA.
 AE0905'3 MILES WEST ALONG FARM-TO-MARKET ROAD 1017 FROM THE 1942 LOCATION OF
 AE0905'THE SANTA ELENA POST OFFICE, STARR COUNTY, TO LA GLORIA, THENCE 0.9
 AE0905'MILE NORTH ALONG FARM-TO-MARKET ROAD 755.  65.5 FEET SOUTHEAST OF A
 AE0905'CATTLE GUARD, AND 75 FEET EAST OF THE CENTER LINE OF THE ROAD.  A
 AE0905'STANDARD DISK, STAMPED R 629 RESET 1949 AND SET IN THE TOP OF A
 AE0905'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0069 ***********************************************************************
 AE0069  DESIGNATION -  R 630 RESET
 AE0069  PID         -  AE0069
 AE0069  STATE/COUNTY-  TX/HIDALGO
 AE0069  USGS QUAD   -  LINN SIDING (1982)
 AE0069
 AE0069                         *CURRENT SURVEY CONTROL
 AE0069  ___________________________________________________________________
 AE0069* NAD 83(1986)-  26 35 40.     (N)    098 12 38.     (W)     SCALED    
 AE0069* NAVD 88     -        32.10   (meters)     105.3    (feet)  RESET     
 AE0069  ___________________________________________________________________
 AE0069  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AE0069
 AE0069  VERT ORDER  -  THIRD
 AE0069
 AE0069.The horizontal coordinates were scaled from a topographic map and have
 AE0069.an estimated accuracy of +/- 6 seconds.
 AE0069
 AE0069.The orthometric height was computed from unverified reset data.
 AE0069
 AE0069.The geoid height was determined by GEOID03.
 AE0069
 AE0069;                    North         East    Units  Estimated Accuracy
 AE0069;SPC TX S     - 5,102,820.      328,830.      MT  (+/- 180 meters Scaled)
 AE0069
 AE0069                          SUPERSEDED SURVEY CONTROL
 AE0069
 AE0069.No superseded survey control is available for this station.
 AE0069
 AE0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ786417(NAD 83)
 AE0069_MARKER: DD = SURVEY DISK
 AE0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0069_SP_SET: CONCRETE POST
 AE0069_STAMPING: R 630 RESET 1951
 AE0069_MARK LOGO: TXHD  
 AE0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0069+STABILITY: SURFACE MOTION
 AE0069
 AE0069  HISTORY     - Date     Condition        Report By
 AE0069  HISTORY     - 1951     MONUMENTED       TXHD
 AE0069  HISTORY     - 19920702 GOOD             USPSQD
 AE0069
 AE0069                          STATION DESCRIPTION
 AE0069
 AE0069'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0069'5.0 MI W FROM LINN.
 AE0069'5.0 MILES WEST ALONG FARM ROAD 1017 FROM THE S PACIFIC R.R. STATION AT
 AE0069'LINN AND 0.5 MILES WEST OF A GATE LEADING TO TIJERINA RANCH.  38 FEET
 AE0069'NORTH OF THE CENTERLINE OF THE ROAD.  1.0 SOUTH OF THE FENCE LINE. A
 AE0069'STANDARD DISK SET IN A CONCRETE POST 0.6 FOOT SQUARE EXTENDING 0.4
 AE0069'FOOT ABOVE GROUND.  THERE IS A WITNESS POST 2.5 FEET EAST OF THE MARK.
 AE0069
 AE0069                          STATION RECOVERY (1992)
 AE0069
 AE0069'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0069'RECOVERED IN GOOD CONDITION.  NOTE--SHOULD READ 6.3 MILES (10.1 KM)
 AE0069'WEST ALONG FARM ROAD 1017.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0384 ***********************************************************************
 AX0384  DESIGNATION -  R 631
 AX0384  PID         -  AX0384
 AX0384  STATE/COUNTY-  TX/WHARTON
 AX0384  USGS QUAD   -  WHARTON (1980)
 AX0384
 AX0384                         *CURRENT SURVEY CONTROL
 AX0384  ___________________________________________________________________
 AX0384* NAD 83(1986)-  29 18 29.     (N)    096 05 23.     (W)     SCALED    
 AX0384* NAVD 88     -        31.36   (+/-2cm)     102.9    (feet)  VERTCON   
 AX0384  ___________________________________________________________________
 AX0384  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0384
 AX0384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0384
 AX0384.The horizontal coordinates were scaled from a topographic map and have
 AX0384.an estimated accuracy of +/- 6 seconds.
 AX0384
 AX0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0384.The vertical order pertains to the NGVD 29 superseded value.
 AX0384
 AX0384.The geoid height was determined by GEOID03.
 AX0384
 AX0384;                    North         East    Units  Estimated Accuracy
 AX0384;SPC TXSC     - 4,166,960.      882,660.      MT  (+/- 180 meters Scaled)
 AX0384
 AX0384                          SUPERSEDED SURVEY CONTROL
 AX0384
 AX0384  NGVD 29 (??/??/92)   31.359  (m)          102.88   (f) ADJ UNCH    2 0
 AX0384
 AX0384.Superseded values are not recommended for survey control.
 AX0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0384.See file dsdata.txt to determine how the superseded data were derived.
 AX0384
 AX0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT826456(NAD 83)
 AX0384_MARKER: DB = BENCH MARK DISK
 AX0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0384_SP_SET: CULVERT
 AX0384_STAMPING: R 361 1942
 AX0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0384
 AX0384  HISTORY     - Date     Condition        Report By
 AX0384  HISTORY     - 1942     MONUMENTED       CGS
 AX0384  HISTORY     - 1990     GOOD             USPSQD
 AX0384
 AX0384                          STATION DESCRIPTION
 AX0384
 AX0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AX0384'0.7 MI SE FROM WHARTON.
 AX0384'TO REACH FROM THE COUNTY COURT HOUSE AT WHARTON-- PROCEED 0.7 MILE
 AX0384'SOUTHEASTERLY ALONG STATE HIGHWAY NO.60 TO THE SITE OF THE BENCH MARK.
 AX0384'BENCH MARK IS ABOUT 120.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AX0384'TEXAS STATE HIGHWAY DEPARTMENT BUILDING, AT THE INTERSECTION OF SIDE
 AX0384'ROAD AND SET HORIZONTALLY IN THE SOUTH HEADWALL OF A TRIPLE 5X5-FOOT
 AX0384'CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 22.0 FEET NORTHWEST OF
 AX0384'THE CENTERLINE OF THE SIDE ROAD AND 15.0 FEET SOUTH OF THE CENTERLINE
 AX0384'OF THE HIGHWAY.
 AX0384
 AX0384                          STATION RECOVERY (1990)
 AX0384
 AX0384'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0536 ***********************************************************************
 AH0536  DESIGNATION -  R 632
 AH0536  PID         -  AH0536
 AH0536  STATE/COUNTY-  TX/KLEBERG
 AH0536  USGS QUAD   -  LAURELES RANCH (1975)
 AH0536
 AH0536                         *CURRENT SURVEY CONTROL
 AH0536  ___________________________________________________________________
 AH0536* NAD 83(1986)-  27 30 05.     (N)    097 33 48.     (W)     SCALED    
 AH0536* NAVD 88     -         5.136  (meters)      16.85   (feet)  ADJUSTED  
 AH0536  ___________________________________________________________________
 AH0536  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AH0536  DYNAMIC HT  -           5.129 (meters)      16.83  (feet)  COMP
 AH0536  MODELED GRAV-     979,112.3   (mgal)                       NAVD 88
 AH0536
 AH0536  VERT ORDER  -  SECOND    CLASS 0
 AH0536
 AH0536.The horizontal coordinates were scaled from a topographic map and have
 AH0536.an estimated accuracy of +/- 6 seconds.
 AH0536
 AH0536.The orthometric height was determined by differential leveling
 AH0536.and adjusted by the National Geodetic Survey in June 1991..
 AH0536
 AH0536.The geoid height was determined by GEOID03.
 AH0536
 AH0536.The dynamic height is computed by dividing the NAVD 88
 AH0536.geopotential number by the normal gravity value computed on the
 AH0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0536.degrees latitude (g = 980.6199 gals.).
 AH0536
 AH0536.The modeled gravity was interpolated from observed gravity values.
 AH0536
 AH0536;                    North         East    Units  Estimated Accuracy
 AH0536;SPC TX S     - 5,203,620.      392,550.      MT  (+/- 180 meters Scaled)
 AH0536
 AH0536                          SUPERSEDED SURVEY CONTROL
 AH0536
 AH0536  NGVD 29 (??/??/92)    5.282  (m)           17.33   (f) ADJ UNCH    2 0
 AH0536
 AH0536.Superseded values are not recommended for survey control.
 AH0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0536.See file dsdata.txt to determine how the superseded data were derived.
 AH0536
 AH0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR419427(NAD 83)
 AH0536_MARKER: DB = BENCH MARK DISK
 AH0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0536_STAMPING: R 632 1942
 AH0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0536+STABILITY: SURFACE MOTION
 AH0536
 AH0536  HISTORY     - Date     Condition        Report By
 AH0536  HISTORY     - 1942     MONUMENTED       CGS
 AH0536  HISTORY     - 1949     GOOD             NGS
 AH0536  HISTORY     - 1951     GOOD             NGS
 AH0536
 AH0536                          STATION DESCRIPTION
 AH0536
 AH0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0536'4.6 MI SW FROM LAURELES RANCH.
 AH0536'LOCATED ON KING RANCH, 4.6 MILES SW OF LAURELES RANCH HEADQUARTERS. TO
 AH0536'REACH FROM LAURELES RANCH, PROCEED WESTERLY ALONG PAVED ROAD 1.7 MILES
 AH0536'TO TRAIL LEADING S ALONG E SIDE OF FORMER NAVY FLYING FIELD 13. FOLLOW
 AH0536'TRAIL 0.8 MILE TO SE CORNER OF FIELD.  TURN RIGHT, FOLLOWING TRAIL
 AH0536'ALONG FENCE AND SSW AWAY FROM FENCE 2.0 MILES TO MARK.  1.6 MILES SSW
 AH0536'OF THE SW CORNER OF FORMER FLYING FIELD 13, 1.2 MILES NNE OF NORIA
 AH0536'MARIA WINDMILL, 0.7 MILE E OF ROCK SURFACED ROAD, 57 FT. N OF A 6 FT.
 AH0536'MESQUITE BUSH, 31 FT. ESE OF TRAIL, AND 3 FT. N OF A 4X4 INCH WHITE
 AH0536'WOOD WITNESS POST.  STANDARD DISK STAMPED R 632 1942 SET IN A 6X6 INCH
 AH0536'CONCRETE MONUMENT PROJECTING 0.5 FT.
 AH0536
 AH0536                          STATION RECOVERY (1951)
 AH0536
 AH0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0457 ***********************************************************************
 AH0457  DESIGNATION -  R 633
 AH0457  PID         -  AH0457
 AH0457  STATE/COUNTY-  TX/KLEBERG
 AH0457  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH0457
 AH0457                         *CURRENT SURVEY CONTROL
 AH0457  ___________________________________________________________________
 AH0457* NAD 83(1986)-  27 27 56.     (N)    097 25 22.     (W)     SCALED    
 AH0457* NAVD 88     -         5.441  (meters)      17.85   (feet)  ADJUSTED  
 AH0457  ___________________________________________________________________
 AH0457  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH0457  DYNAMIC HT  -           5.433 (meters)      17.82  (feet)  COMP
 AH0457  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 AH0457
 AH0457  VERT ORDER  -  SECOND    CLASS 0
 AH0457
 AH0457.The horizontal coordinates were scaled from a topographic map and have
 AH0457.an estimated accuracy of +/- 6 seconds.
 AH0457
 AH0457.The orthometric height was determined by differential leveling
 AH0457.and adjusted by the National Geodetic Survey in June 1991..
 AH0457
 AH0457.The geoid height was determined by GEOID03.
 AH0457
 AH0457.The dynamic height is computed by dividing the NAVD 88
 AH0457.geopotential number by the normal gravity value computed on the
 AH0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0457.degrees latitude (g = 980.6199 gals.).
 AH0457
 AH0457.The modeled gravity was interpolated from observed gravity values.
 AH0457
 AH0457;                    North         East    Units  Estimated Accuracy
 AH0457;SPC TX S     - 5,199,760.      406,470.      MT  (+/- 180 meters Scaled)
 AH0457
 AH0457                          SUPERSEDED SURVEY CONTROL
 AH0457
 AH0457  NGVD 29 (??/??/92)    5.579  (m)           18.30   (f) ADJ UNCH    2 0
 AH0457
 AH0457.Superseded values are not recommended for survey control.
 AH0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0457.See file dsdata.txt to determine how the superseded data were derived.
 AH0457
 AH0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR558389(NAD 83)
 AH0457_MARKER: DB = BENCH MARK DISK
 AH0457_SETTING: 0 = UNSPECIFIED SETTING
 AH0457_STAMPING: R 633 1942
 AH0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0457
 AH0457  HISTORY     - Date     Condition        Report By
 AH0457  HISTORY     - 1942     MONUMENTED       CGS
 AH0457  HISTORY     - 1949     GOOD             NGS
 AH0457
 AH0457                          STATION DESCRIPTION
 AH0457
 AH0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0457'7.8 MI SE FROM LAURELES RANCH.
 AH0457'TO REACH FROM THE LAURELES RANCH HEADQUARTERS, PROCEED 3.8 MILES E
 AH0457'ALONG SINGLE LANE BLACK TOP ROAD TO THE ENTRANCE TO FORMER FLYING
 AH0457'FIELD 12, TURN S AND CONTINUE ALONG SINGLE LANE BLACK TOP ROAD 4.0
 AH0457'MILES TO GATE AT THE OJO DE AGUA CAMP AND CORRALS, PASS THROUGH GATE
 AH0457'TO SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 130 FEET N OF A LARGE
 AH0457'CONCRETE WATER TANK, 148 FEET SW OF THE CENTER LINE OF THE BLACK TOP
 AH0457'ROAD, 25 FEET S OF THE CENTER OF GATE TO CORRAL, AND 1.0 FOOT E OF
 AH0457'MAIN NORTH-SOUTH WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0922 ***********************************************************************
 AH0922  DESIGNATION -  R 634
 AH0922  PID         -  AH0922
 AH0922  STATE/COUNTY-  TX/KLEBERG
 AH0922  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0922
 AH0922                         *CURRENT SURVEY CONTROL
 AH0922  ___________________________________________________________________
 AH0922* NAD 83(1986)-  27 31 04.     (N)    097 48 44.     (W)     SCALED    
 AH0922* NAVD 88     -        13.317  (meters)      43.69   (feet)  ADJUSTED  
 AH0922  ___________________________________________________________________
 AH0922  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AH0922  DYNAMIC HT  -          13.296 (meters)      43.62  (feet)  COMP
 AH0922  MODELED GRAV-     979,099.0   (mgal)                       NAVD 88
 AH0922
 AH0922  VERT ORDER  -  SECOND    CLASS 0
 AH0922
 AH0922.The horizontal coordinates were scaled from a topographic map and have
 AH0922.an estimated accuracy of +/- 6 seconds.
 AH0922
 AH0922.The orthometric height was determined by differential leveling
 AH0922.and adjusted by the National Geodetic Survey in June 1991..
 AH0922
 AH0922.The geoid height was determined by GEOID03.
 AH0922
 AH0922.The dynamic height is computed by dividing the NAVD 88
 AH0922.geopotential number by the normal gravity value computed on the
 AH0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0922.degrees latitude (g = 980.6199 gals.).
 AH0922
 AH0922.The modeled gravity was interpolated from observed gravity values.
 AH0922
 AH0922;                    North         East    Units  Estimated Accuracy
 AH0922;SPC TX S     - 5,205,280.      367,950.      MT  (+/- 180 meters Scaled)
 AH0922
 AH0922                          SUPERSEDED SURVEY CONTROL
 AH0922
 AH0922  NGVD 29 (??/??/92)   13.425  (m)           44.05   (f) ADJ UNCH    2 0
 AH0922
 AH0922.Superseded values are not recommended for survey control.
 AH0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0922.See file dsdata.txt to determine how the superseded data were derived.
 AH0922
 AH0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR173443(NAD 83)
 AH0922_MARKER: DB = BENCH MARK DISK
 AH0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0922_STAMPING: R-634 1942
 AH0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0922+STABILITY: SURFACE MOTION
 AH0922
 AH0922  HISTORY     - Date     Condition        Report By
 AH0922  HISTORY     - 1942     MONUMENTED       CGS
 AH0922  HISTORY     - 1975     GOOD             USGS
 AH0922  HISTORY     - 1982     GOOD             USGS
 AH0922
 AH0922                          STATION DESCRIPTION
 AH0922
 AH0922'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0922'2.6 MI E FROM KINGSVILLE.
 AH0922'2.6 MI. E ALONG FARM RD 2045 TO THE MAIN GATE OF THE LAURELES DIVISION
 AH0922'OF THE KING RANCH FROM THE NE EDGE OF KINGSVILLE, TEX., AT THE
 AH0922'INTERSECTION OF U.S. HWY 77 AND FARM RD 2045, THENCE 0.5 MI. W ALONG
 AH0922'TRACK RD AND ABANDONED PORTION OF ROAD.  45 FT N OF OLD RD AT THE END
 AH0922'OF A REVERSE CURVE, 124 FT NW OF 6-FT CHAIN FENCE.  A STANDARD DISK
 AH0922'STAMPED R 634 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AH0922'0.5 FT ABOVE GROUND.
 AH0922
 AH0922                          STATION RECOVERY (1982)
 AH0922
 AH0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 AH0922'FROM THE NORTH GATE ENTER THE NAVAL AIR STATION, TURN LEFT FOLLOW
 AH0922'ROAD ALONG THE FENCE .15 MILES TO A FORK TAKE THE LEFT PAST THE AMMO
 AH0922'DUMPS FOR 1.0 MILES, FOLLOWING THE WINDING ROAD ALONG THE FENCE.
 AH0922'STATION IS 121 FT. NORTH WEST FROM THE CORNER OF THE FENCE. 300 FEET
 AH0922'SOUTHEAST OF A CREEK AND 40 FEET NORTHWEST OF THE ABOUT LEVEL WITH
 AH0922'THE CENTERLINE OF AN ABANDONED REMAINS OF ASPHALT ROAD. THIS STATION
 AH0922'IS A STANDARD B.M. DISK STAMPED R 634 1942 AND SET IN A CONCRETE POST
 AH0922'THAT PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0576 ***********************************************************************
 AH0576  DESIGNATION -  R 635
 AH0576  PID         -  AH0576
 AH0576  STATE/COUNTY-  TX/KLEBERG
 AH0576  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0576
 AH0576                         *CURRENT SURVEY CONTROL
 AH0576  ___________________________________________________________________
 AH0576* NAD 83(1986)-  27 21 18.     (N)    097 44 38.     (W)     SCALED    
 AH0576* NAVD 88     -         8.621  (meters)      28.28   (feet)  ADJUSTED  
 AH0576  ___________________________________________________________________
 AH0576  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AH0576  DYNAMIC HT  -           8.607 (meters)      28.24  (feet)  COMP
 AH0576  MODELED GRAV-     979,099.2   (mgal)                       NAVD 88
 AH0576
 AH0576  VERT ORDER  -  SECOND    CLASS 0
 AH0576
 AH0576.The horizontal coordinates were scaled from a topographic map and have
 AH0576.an estimated accuracy of +/- 6 seconds.
 AH0576
 AH0576.The orthometric height was determined by differential leveling
 AH0576.and adjusted by the National Geodetic Survey in June 1991..
 AH0576
 AH0576.The geoid height was determined by GEOID03.
 AH0576
 AH0576.The dynamic height is computed by dividing the NAVD 88
 AH0576.geopotential number by the normal gravity value computed on the
 AH0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0576.degrees latitude (g = 980.6199 gals.).
 AH0576
 AH0576.The modeled gravity was interpolated from observed gravity values.
 AH0576
 AH0576;                    North         East    Units  Estimated Accuracy
 AH0576;SPC TX S     - 5,187,280.      374,800.      MT  (+/- 180 meters Scaled)
 AH0576
 AH0576                          SUPERSEDED SURVEY CONTROL
 AH0576
 AH0576  NGVD 29 (??/??/92)    8.730  (m)           28.64   (f) ADJ UNCH    2 0
 AH0576
 AH0576.Superseded values are not recommended for survey control.
 AH0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0576.See file dsdata.txt to determine how the superseded data were derived.
 AH0576
 AH0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR242263(NAD 83)
 AH0576_MARKER: DB = BENCH MARK DISK
 AH0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0576_STAMPING: R 635 1942
 AH0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0576+STABILITY: SURFACE MOTION
 AH0576
 AH0576  HISTORY     - Date     Condition        Report By
 AH0576  HISTORY     - 1942     MONUMENTED       CGS
 AH0576  HISTORY     - 1949     GOOD             NGS
 AH0576
 AH0576                          STATION DESCRIPTION
 AH0576
 AH0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0576'6.0 MI NE FROM RIVIERA.
 AH0576'STATION IS APPROX. 6 MILES NE OF RIVIERA.  TO REACH, GO 4.5 MILES E
 AH0576'ALONG FARM ROAD 771 (RIVIERA BEACH ROAD) FROM JUNCTION WITH U.S.
 AH0576'HIGHWAY 77 AT RIVIERA TO INTERSECTION WITH PAVED ROAD.  THEN N 4.0
 AH0576'MILES TO INTERSECTION.  27 FEET W OF CENTERLINE OF THE ROAD, 27 FEET N
 AH0576'OF THE EXTENDED CENTERLINE OF E-W ROAD.  9 FEET N OF A POWER LINE
 AH0576'POLE.  3 FEET S OF A WITNESS POST.  AND 1 FOOT E OF FENCELINE.  A
 AH0576'STANDARD DISK STAMPED R 635 1942 SET IN TOP A 6 X 6 INCH CONCRETE
 AH0576'MONUMENT PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0531 ***********************************************************************
 AH0531  DESIGNATION -  R 637
 AH0531  PID         -  AH0531
 AH0531  STATE/COUNTY-  TX/KENEDY
 AH0531  USGS QUAD   -  TURCOTTE (1979)
 AH0531
 AH0531                         *CURRENT SURVEY CONTROL
 AH0531  ___________________________________________________________________
 AH0531* NAD 83(1986)-  27 00 36.     (N)    097 47 45.     (W)     SCALED    
 AH0531* NAVD 88     -        11.159  (meters)      36.61   (feet)  ADJUSTED  
 AH0531  ___________________________________________________________________
 AH0531  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AH0531  DYNAMIC HT  -          11.142 (meters)      36.55  (feet)  COMP
 AH0531  MODELED GRAV-     979,080.4   (mgal)                       NAVD 88
 AH0531
 AH0531  VERT ORDER  -  FIRST     CLASS II
 AH0531
 AH0531.The horizontal coordinates were scaled from a topographic map and have
 AH0531.an estimated accuracy of +/- 6 seconds.
 AH0531
 AH0531.The orthometric height was determined by differential leveling
 AH0531.and adjusted by the National Geodetic Survey in June 1991..
 AH0531
 AH0531.The geoid height was determined by GEOID03.
 AH0531
 AH0531.The dynamic height is computed by dividing the NAVD 88
 AH0531.geopotential number by the normal gravity value computed on the
 AH0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0531.degrees latitude (g = 980.6199 gals.).
 AH0531
 AH0531.The modeled gravity was interpolated from observed gravity values.
 AH0531
 AH0531;                    North         East    Units  Estimated Accuracy
 AH0531;SPC TX S     - 5,149,030.      369,880.      MT  (+/- 180 meters Scaled)
 AH0531
 AH0531                          SUPERSEDED SURVEY CONTROL
 AH0531
 AH0531  NGVD 29 (??/??/92)   11.242  (m)           36.88   (f) ADJ UNCH    1 2
 AH0531
 AH0531.Superseded values are not recommended for survey control.
 AH0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0531.See file dsdata.txt to determine how the superseded data were derived.
 AH0531
 AH0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ194881(NAD 83)
 AH0531_MARKER: DB = BENCH MARK DISK
 AH0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0531_STAMPING: R 637 1942
 AH0531_MARK LOGO: CGS   
 AH0531_PROJECTION: FLUSH
 AH0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0531+STABILITY: SURFACE MOTION
 AH0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0531+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AH0531
 AH0531  HISTORY     - Date     Condition        Report By
 AH0531  HISTORY     - 1942     MONUMENTED       CGS
 AH0531  HISTORY     - 1951     GOOD             NGS
 AH0531  HISTORY     - 1981     GOOD             NGS
 AH0531  HISTORY     - 1988     GOOD             USPSQD
 AH0531  HISTORY     - 20040201 GOOD             USPSQD
 AH0531
 AH0531                          STATION DESCRIPTION
 AH0531
 AH0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0531'0.5 MI N FROM TURCOTTE.
 AH0531'0.5 MILE NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0531'FROM THE STATION SIGN AT TURCOTTE, 89 FEET EAST OF AND ACROSS THE
 AH0531'TRACK FROM MILEPOST 83, 108 FEET WEST OF THE CENTER LINE OF U.S.
 AH0531'HIGHWAY 77, 49 FEET EAST OF THE EAST RAIL, 3 FEET SOUTH OF A WITNESS
 AH0531'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AH0531'THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0531
 AH0531                          STATION RECOVERY (1981)
 AH0531
 AH0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0531'RECOVERED THIS DATE.  NOTE-24.0 KM (14.85 MI) SOUTH ALONG U.S. HIGHWAY
 AH0531'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0531'POST OFFICE IN SARITA.
 AH0531
 AH0531                          STATION RECOVERY (1988)
 AH0531
 AH0531'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0531'RECOVERED IN GOOD CONDITION.
 AH0531
 AH0531                          STATION RECOVERY (2004)
 AH0531
 AH0531'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0502 ***********************************************************************
 AE0502  DESIGNATION -  R 638
 AE0502  PID         -  AE0502
 AE0502  STATE/COUNTY-  TX/HIDALGO
 AE0502  USGS QUAD   -  EDINBURG (1983)
 AE0502
 AE0502                         *CURRENT SURVEY CONTROL
 AE0502  ___________________________________________________________________
 AE0502* NAD 83(1986)-  26 18 20.     (N)    098 11 41.     (W)     SCALED    
 AE0502* NAVD 88     -        31.121  (meters)     102.10   (feet)  ADJUSTED  
 AE0502  ___________________________________________________________________
 AE0502  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0502  DYNAMIC HT  -          31.070 (meters)     101.94  (feet)  COMP
 AE0502  MODELED GRAV-     979,010.8   (mgal)                       NAVD 88
 AE0502
 AE0502  VERT ORDER  -  SECOND    CLASS 0
 AE0502
 AE0502.The horizontal coordinates were scaled from a topographic map and have
 AE0502.an estimated accuracy of +/- 6 seconds.
 AE0502
 AE0502.The orthometric height was determined by differential leveling
 AE0502.and adjusted by the National Geodetic Survey in June 1991..
 AE0502
 AE0502.The geoid height was determined by GEOID03.
 AE0502
 AE0502.The dynamic height is computed by dividing the NAVD 88
 AE0502.geopotential number by the normal gravity value computed on the
 AE0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0502.degrees latitude (g = 980.6199 gals.).
 AE0502
 AE0502.The modeled gravity was interpolated from observed gravity values.
 AE0502
 AE0502;                    North         East    Units  Estimated Accuracy
 AE0502;SPC TX S     - 5,070,820.      330,480.      MT  (+/- 180 meters Scaled)
 AE0502
 AE0502                          SUPERSEDED SURVEY CONTROL
 AE0502
 AE0502  NGVD 29 (??/??/92)   31.232  (m)          102.47   (f) ADJ UNCH    2 0
 AE0502
 AE0502.Superseded values are not recommended for survey control.
 AE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0502.See file dsdata.txt to determine how the superseded data were derived.
 AE0502
 AE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ803097(NAD 83)
 AE0502_MARKER: DB = BENCH MARK DISK
 AE0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0502_SP_SET: SIPHON
 AE0502_STAMPING: R 638 1942
 AE0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0502
 AE0502  HISTORY     - Date     Condition        Report By
 AE0502  HISTORY     - 1942     MONUMENTED       CGS
 AE0502  HISTORY     - 1963     MARK NOT FOUND   NGS
 AE0502
 AE0502                          STATION DESCRIPTION
 AE0502
 AE0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0502'2.0 MI W FROM EDINBURG.
 AE0502'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 2.0 MILES
 AE0502'WESTERLY ALONG STATE HIGHWAY NO. 107 TO INTERSECTION OF A CROSSROAD
 AE0502'AND SITE OF THE BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP
 AE0502'OF THE SOUTH END OF THE WEST HEADWALL OF INVERTED SIPHON UNDER THE
 AE0502'SIDE ROAD, 84.0 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE
 AE0502'OF THE HIGHWAY AND 18.0 FEET WEST OF THE CENTERLINE OF THE SIDE ROAD.
 AE0502
 AE0502                          STATION RECOVERY (1963)
 AE0502
 AE0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AE0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0503 ***********************************************************************
 AE0503  DESIGNATION -  R 638 RESET 1962
 AE0503  PID         -  AE0503
 AE0503  STATE/COUNTY-  TX/HIDALGO
 AE0503  USGS QUAD   -  EDINBURG (1983)
 AE0503
 AE0503                         *CURRENT SURVEY CONTROL
 AE0503  ___________________________________________________________________
 AE0503* NAD 83(1986)-  26 18 22.     (N)    098 11 40.     (W)     SCALED    
 AE0503* NAVD 88     -        30.47   (meters)     100.0    (feet)  RESET     
 AE0503  ___________________________________________________________________
 AE0503  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0503
 AE0503  VERT ORDER  -  THIRD
 AE0503
 AE0503.The horizontal coordinates were scaled from a topographic map and have
 AE0503.an estimated accuracy of +/- 6 seconds.
 AE0503
 AE0503.The orthometric height was computed from unverified reset data.
 AE0503
 AE0503.The geoid height was determined by GEOID03.
 AE0503
 AE0503;                    North         East    Units  Estimated Accuracy
 AE0503;SPC TX S     - 5,070,880.      330,510.      MT  (+/- 180 meters Scaled)
 AE0503
 AE0503                          SUPERSEDED SURVEY CONTROL
 AE0503
 AE0503.No superseded survey control is available for this station.
 AE0503
 AE0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ804098(NAD 83)
 AE0503_MARKER: DB = BENCH MARK DISK
 AE0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0503_STAMPING: R 638 RESET 1962
 AE0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0503+STABILITY: SURFACE MOTION
 AE0503
 AE0503  HISTORY     - Date     Condition        Report By
 AE0503  HISTORY     - 1962     MONUMENTED       TXHD
 AE0503
 AE0503                          STATION DESCRIPTION
 AE0503
 AE0503'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AE0503'2.0 MI W FROM EDINBURG.
 AE0503'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 107 FROM THE COUNTY
 AE0503'COURTHOUSE AT EDINBURG, HIDALGO COUNTY, AT THE WEST SIDE OF A ROAD
 AE0503'INTERSECTION 50 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 107.  A
 AE0503'STANDARD DISK, SET IN A CONCRETE POST STAMPED R 638 RESET 1962.
 AE0503'(ELEVATION-100.324 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3317 ***********************************************************************
 AW3317  DESIGNATION -  R 639
 AW3317  PID         -  AW3317
 AW3317  STATE/COUNTY-  TX/HARRIS
 AW3317  USGS QUAD   -  FRIENDSWOOD (1995)
 AW3317
 AW3317                         *CURRENT SURVEY CONTROL
 AW3317  ___________________________________________________________________
 AW3317* NAD 83(1986)-  29 33 46.     (N)    095 08 30.     (W)     SCALED    
 AW3317* NAVD 88     -        10.21   (+/-2cm)      33.5    (feet)  VERTCON   
 AW3317  ___________________________________________________________________
 AW3317  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW3317
 AW3317  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3317
 AW3317.The horizontal coordinates were scaled from a topographic map and have
 AW3317.an estimated accuracy of +/- 6 seconds.
 AW3317
 AW3317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3317.The vertical order pertains to the NGVD 29 superseded value.
 AW3317
 AW3317.The geoid height was determined by GEOID03.
 AW3317
 AW3317;                    North         East    Units  Estimated Accuracy
 AW3317;SPC TXSC     - 4,197,840.      973,780.      MT  (+/- 180 meters Scaled)
 AW3317
 AW3317                          SUPERSEDED SURVEY CONTROL
 AW3317
 AW3317  NGVD 29 (??/??/92)   10.211  (m)           33.50   (f) ADJ UNCH    1 2
 AW3317
 AW3317.Superseded values are not recommended for survey control.
 AW3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3317.See file dsdata.txt to determine how the superseded data were derived.
 AW3317
 AW3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN925722(NAD 83)
 AW3317_MARKER: DB = BENCH MARK DISK
 AW3317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3317_SP_SET: CULVERT
 AW3317_STAMPING: R 639 1942
 AW3317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3317
 AW3317  HISTORY     - Date     Condition        Report By
 AW3317  HISTORY     - 1942     MONUMENTED       CGS
 AW3317  HISTORY     - 1959     GOOD             NGS
 AW3317  HISTORY     - 1964     GOOD             NGS
 AW3317  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3317  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3317  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3317  HISTORY     - 19910216 GOOD             USPSQD
 AW3317  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW3317  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 AW3317
 AW3317                          STATION DESCRIPTION
 AW3317
 AW3317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3317'2.1 MI NW FROM WEBSTER.
 AW3317'ABOUT 2.1 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW3317'RAILROAD FROM THE POST OFFICE AT WEBSTER, 136 FEET SOUTHWEST OF THE
 AW3317'SOUTHWEST RAIL, 48 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 AW3317'3, IN THE TOP AND CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 AW3317'SMALL BOX CULVERT, 55 FEET SOUTHEAST OF A PIPE LINE MARKER, 12 FEET
 AW3317'NORTHEAST OF A FENCE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AW3317
 AW3317                          STATION RECOVERY (1964)
 AW3317
 AW3317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3317'RECOVERED IN GOOD CONDITION.
 AW3317
 AW3317                          STATION RECOVERY (1989)
 AW3317
 AW3317'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW3317'MARK NOT FOUND.
 AW3317
 AW3317                          STATION RECOVERY (1989)
 AW3317
 AW3317'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLS)
 AW3317'MARK NOT FOUND.
 AW3317
 AW3317                          STATION RECOVERY (1989)
 AW3317
 AW3317'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW3317'MARK NOT FOUND.
 AW3317
 AW3317                          STATION RECOVERY (1991)
 AW3317
 AW3317'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW3317'RECOVERED IN GOOD CONDITION.
 AW3317
 AW3317                          STATION RECOVERY (1993)
 AW3317
 AW3317'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3317'MARK NOT FOUND.
 AW3317
 AW3317                          STATION RECOVERY (2005)
 AW3317
 AW3317'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3317'ROAD HAS BEEN REBUILT IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1095 ***********************************************************************
 AW1095  DESIGNATION -  R 639 RESET
 AW1095  PID         -  AW1095
 AW1095  STATE/COUNTY-  TX/HARRIS
 AW1095  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1095
 AW1095                         *CURRENT SURVEY CONTROL
 AW1095  ___________________________________________________________________
 AW1095* NAD 83(1986)-  29 34 04.     (N)    095 08 49.     (W)     SCALED    
 AW1095* NAVD 88     -         8.858  (meters)      29.06   (feet)  ADJUSTED  
 AW1095  ___________________________________________________________________
 AW1095  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW1095  DYNAMIC HT  -           8.846 (meters)      29.02  (feet)  COMP
 AW1095  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 AW1095  OBS GRAVITY -     979,273.8   (mgal)                       GRAV_OBS
 AW1095
 AW1095  VERT ORDER  -  FIRST     CLASS I
 AW1095
 AW1095.The horizontal coordinates were scaled from a topographic map and have
 AW1095.an estimated accuracy of +/- 6 seconds.
 AW1095
 AW1095.The orthometric height was determined by differential leveling
 AW1095.and adjusted by the National Geodetic Survey in June 1991..
 AW1095
 AW1095.The geoid height was determined by GEOID03.
 AW1095
 AW1095.The dynamic height is computed by dividing the NAVD 88
 AW1095.geopotential number by the normal gravity value computed on the
 AW1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1095.degrees latitude (g = 980.6199 gals.).
 AW1095
 AW1095.The modeled gravity was interpolated from observed gravity values.
 AW1095.The observed gravity was obtained from relative gravimeter ties
 AW1095.to the IGSN71 gravity network.
 AW1095
 AW1095;                    North         East    Units  Estimated Accuracy
 AW1095;SPC TXSC     - 4,198,370.      973,250.      MT  (+/- 180 meters Scaled)
 AW1095
 AW1095                          SUPERSEDED SURVEY CONTROL
 AW1095
 AW1095  NGVD 29 (12/23/87)    8.855  (m)           29.05   (f) ADJUSTED    1 1
 AW1095
 AW1095.Superseded values are not recommended for survey control.
 AW1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1095.See file dsdata.txt to determine how the superseded data were derived.
 AW1095
 AW1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN920728(NAD 83)
 AW1095_MARKER: DB = BENCH MARK DISK
 AW1095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1095_SP_SET: HEADWALL
 AW1095_STAMPING: R 639 RESET 1965
 AW1095_MARK LOGO: CGS   
 AW1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1095+STABILITY: SURFACE MOTION
 AW1095
 AW1095  HISTORY     - Date     Condition        Report By
 AW1095  HISTORY     - 1965     MONUMENTED       CGS
 AW1095  HISTORY     - 1973     GOOD             NGS
 AW1095  HISTORY     - 1976     GOOD             NGS
 AW1095  HISTORY     - 1976     GOOD             NGS
 AW1095  HISTORY     - 1978     GOOD             DOD
 AW1095  HISTORY     - 1978     GOOD             NGS
 AW1095  HISTORY     - 1983     GOOD             NGS
 AW1095  HISTORY     - 1986     GOOD             NGS
 AW1095  HISTORY     - 1987     GOOD             USPSQD
 AW1095  HISTORY     - 1987     GOOD             USPSQD
 AW1095  HISTORY     - 1987     GOOD             USPSQD
 AW1095  HISTORY     - 1987     GOOD             USPSQD
 AW1095  HISTORY     - 1988     GOOD             USPSQD
 AW1095  HISTORY     - 1988     GOOD             USPSQD
 AW1095  HISTORY     - 1988     GOOD             USPSQD
 AW1095  HISTORY     - 1989     GOOD             USPSQD
 AW1095  HISTORY     - 1989     GOOD             USPSQD
 AW1095  HISTORY     - 1989     GOOD             USPSQD
 AW1095  HISTORY     - 1989     GOOD             USPSQD
 AW1095  HISTORY     - 1990     GOOD             USPSQD
 AW1095  HISTORY     - 19910216 GOOD             USPSQD
 AW1095  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1095  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1095  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 AW1095
 AW1095                          STATION DESCRIPTION
 AW1095
 AW1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1095'2.7 MI NW FROM WEBSTER.
 AW1095'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF NASA 1
 AW1095'HIGHWAY AT WEBSTER, SET IN THE TOP AND CENTER OF THE NORTHWEST
 AW1095'HEADWALL OF A BRIDGE OVER A DRAINAGE DITCH FOR A ROAD TO A FIELD, 63.5
 AW1095'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 POLES
 AW1095'SOUTHEAST AND ACROSS THE HIGHWAY FROM MILE POLE 19, 156 FEET SOUTHWEST
 AW1095'OF AND ACROSS THE HIGHWAY FROM THE SOUTHWEST RAIL, 17 FEET NORTH OF
 AW1095'THE CENTER OF A GATE TO A CORRAL, AND ABOUT 2 FEET LOWER THAN THE
 AW1095'HIGHWAY.
 AW1095
 AW1095                          STATION RECOVERY (1976)
 AW1095
 AW1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1976)
 AW1095
 AW1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1978)
 AW1095
 AW1095'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1978)
 AW1095
 AW1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1983)
 AW1095
 AW1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1095'RECOVERED IN GOOD CONDITION.  NOTE, THE DIRT ROAD NOW LEADS SOUTH TO A
 AW1095'SUBDIVISION.  THE CORRAL GATE IS GONE.
 AW1095
 AW1095                          STATION RECOVERY (1986)
 AW1095
 AW1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1095'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--3.8 M
 AW1095'(12.5 FT) NORTHWEST OF THE CENTER OF THE NORTHWEST ENTRANCE INTO THE
 AW1095'STERLING KNOLL PLAZA, 5.8 M (19.0 FT) NORTHEAST OF A SIGN (BARRINGER
 AW1095'KNOLL APARTMENTS), AND 2.8 M (9.2 FT) NORTHEAST OF A UTILITY POLE.
 AW1095
 AW1095                          STATION RECOVERY (1987)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1987)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1987)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1987)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1988)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1988)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1988)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1989)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1989)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1989)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1989)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1990)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1991)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1095'RECOVERED IN GOOD CONDITION.
 AW1095
 AW1095                          STATION RECOVERY (1997)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1095'MARK NOT FOUND.
 AW1095
 AW1095                          STATION RECOVERY (1999)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1095'MARK NOT FOUND.
 AW1095
 AW1095                          STATION RECOVERY (2005)
 AW1095
 AW1095'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1095'GP PUTS THIS UNDER A STRIP MALL PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0570 ***********************************************************************
 AE0570  DESIGNATION -  R 641
 AE0570  PID         -  AE0570
 AE0570  STATE/COUNTY-  TX/HIDALGO
 AE0570  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0570
 AE0570                         *CURRENT SURVEY CONTROL
 AE0570  ___________________________________________________________________
 AE0570* NAD 83(1986)-  26 25 02.     (N)    098 19 24.     (W)     SCALED    
 AE0570* NAVD 88     -        64.747  (meters)     212.42   (feet)  ADJUSTED  
 AE0570  ___________________________________________________________________
 AE0570  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AE0570  DYNAMIC HT  -          64.641 (meters)     212.08  (feet)  COMP
 AE0570  MODELED GRAV-     979,009.2   (mgal)                       NAVD 88
 AE0570
 AE0570  VERT ORDER  -  SECOND    CLASS 0
 AE0570
 AE0570.The horizontal coordinates were scaled from a topographic map and have
 AE0570.an estimated accuracy of +/- 6 seconds.
 AE0570
 AE0570.The orthometric height was determined by differential leveling
 AE0570.and adjusted by the National Geodetic Survey in June 1991..
 AE0570
 AE0570.The geoid height was determined by GEOID03.
 AE0570
 AE0570.The dynamic height is computed by dividing the NAVD 88
 AE0570.geopotential number by the normal gravity value computed on the
 AE0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0570.degrees latitude (g = 980.6199 gals.).
 AE0570
 AE0570.The modeled gravity was interpolated from observed gravity values.
 AE0570
 AE0570;                    North         East    Units  Estimated Accuracy
 AE0570;SPC TX S     - 5,083,170.      317,620.      MT  (+/- 180 meters Scaled)
 AE0570
 AE0570                          SUPERSEDED SURVEY CONTROL
 AE0570
 AE0570  NGVD 29 (??/??/92)   64.842  (m)          212.74   (f) ADJ UNCH    2 0
 AE0570
 AE0570.Superseded values are not recommended for survey control.
 AE0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0570.See file dsdata.txt to determine how the superseded data were derived.
 AE0570
 AE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ674220(NAD 83)
 AE0570_MARKER: DB = BENCH MARK DISK
 AE0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0570_STAMPING: R 641 1942
 AE0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0570+STABILITY: SURFACE MOTION
 AE0570
 AE0570  HISTORY     - Date     Condition        Report By
 AE0570  HISTORY     - 1942     MONUMENTED       CGS
 AE0570  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0570
 AE0570                          STATION DESCRIPTION
 AE0570
 AE0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0570'9.3 MI SE FROM MCCOOK.
 AE0570'TO REACH FROM SCHOOL HOUSE AT MCCOOK-- PROCEED 5.1 MILES EASTERLY
 AE0570'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING SOUTH.  THENCE, GO 4.2
 AE0570'MILES SOUTHERLY ALONG ROAD TO THE SITE OF THE BENCH MARK, AT THE
 AE0570'INTERSECTION OF EAST-WEST ROAD.  BENCH MARK IS 31.0 FEET SOUTH OF THE
 AE0570'CENTERLINE OF CROSS ROAD, 10.0 FEET WEST OF A FENCE CORNER, 3.0 FEET
 AE0570'WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF FENCE. THE
 AE0570'MONUMENT PROJECTS 0.5 FOOT.
 AE0570
 AE0570                          STATION RECOVERY (1962)
 AE0570
 AE0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0020 ***********************************************************************
 AE0020  DESIGNATION -  R 642
 AE0020  PID         -  AE0020
 AE0020  STATE/COUNTY-  TX/STARR
 AE0020  USGS QUAD   -  SAN ISIDRO (1993)
 AE0020
 AE0020                         *CURRENT SURVEY CONTROL
 AE0020  ___________________________________________________________________
 AE0020* NAD 83(1986)-  26 39 07.     (N)    098 27 04.     (W)     SCALED    
 AE0020* NAVD 88     -       102.149  (meters)     335.13   (feet)  ADJUSTED  
 AE0020  ___________________________________________________________________
 AE0020  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AE0020  DYNAMIC HT  -         101.982 (meters)     334.59  (feet)  COMP
 AE0020  MODELED GRAV-     979,012.7   (mgal)                       NAVD 88
 AE0020
 AE0020  VERT ORDER  -  SECOND    CLASS 0
 AE0020
 AE0020.The horizontal coordinates were scaled from a topographic map and have
 AE0020.an estimated accuracy of +/- 6 seconds.
 AE0020
 AE0020.The orthometric height was determined by differential leveling
 AE0020.and adjusted by the National Geodetic Survey in June 1991..
 AE0020
 AE0020.The geoid height was determined by GEOID03.
 AE0020
 AE0020.The dynamic height is computed by dividing the NAVD 88
 AE0020.geopotential number by the normal gravity value computed on the
 AE0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0020.degrees latitude (g = 980.6199 gals.).
 AE0020
 AE0020.The modeled gravity was interpolated from observed gravity values.
 AE0020
 AE0020;                    North         East    Units  Estimated Accuracy
 AE0020;SPC TX S     - 5,109,160.      304,870.      MT  (+/- 180 meters Scaled)
 AE0020
 AE0020                          SUPERSEDED SURVEY CONTROL
 AE0020
 AE0020  NGVD 29 (??/??/92)  102.216  (m)          335.35   (f) ADJ UNCH    2 0
 AE0020
 AE0020.Superseded values are not recommended for survey control.
 AE0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0020.See file dsdata.txt to determine how the superseded data were derived.
 AE0020
 AE0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ546480(NAD 83)
 AE0020_MARKER: DB = BENCH MARK DISK
 AE0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0020_STAMPING: R 642 1942
 AE0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0020+STABILITY: SURFACE MOTION
 AE0020
 AE0020  HISTORY     - Date     Condition        Report By
 AE0020  HISTORY     - 1942     MONUMENTED       CGS
 AE0020  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0020
 AE0020                          STATION DESCRIPTION
 AE0020
 AE0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0020'4.0 MI SW FROM DELMITA.
 AE0020'TO REACH FROM THE POST OFFIE AT DELMITA-- PROCEED 1.3 MILES WEST ALONG
 AE0020'DIRT ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO 1.5 MILES SOUTH
 AE0020'ALONG ROAD TO SHARP CURVE.  THENCE, GO 1.2 MILES WESTERLY ALONG ROAD
 AE0020'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 33.0 FEET SOUTH OF AND
 AE0020'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 32.0 FEET EAST OF A
 AE0020'TELEPHONE POLE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST. THE
 AE0020'MONUMENT PROJECTS 0.4 FOOT.
 AE0020
 AE0020                          STATION RECOVERY (1972)
 AE0020
 AE0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0002 ***********************************************************************
 AE0002  DESIGNATION -  R 643
 AE0002  PID         -  AE0002
 AE0002  STATE/COUNTY-  TX/STARR
 AE0002  USGS QUAD   -  BENTSEN RANCH (1972)
 AE0002
 AE0002                         *CURRENT SURVEY CONTROL
 AE0002  ___________________________________________________________________
 AE0002* NAD 83(1986)-  26 33 58.     (N)    098 29 57.     (W)     SCALED    
 AE0002* NAVD 88     -       121.471  (meters)     398.53   (feet)  ADJUSTED  
 AE0002  ___________________________________________________________________
 AE0002  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AE0002  DYNAMIC HT  -         121.271 (meters)     397.87  (feet)  COMP
 AE0002  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 AE0002
 AE0002  VERT ORDER  -  SECOND    CLASS 0
 AE0002
 AE0002.The horizontal coordinates were scaled from a topographic map and have
 AE0002.an estimated accuracy of +/- 6 seconds.
 AE0002
 AE0002.The orthometric height was determined by differential leveling
 AE0002.and adjusted by the National Geodetic Survey in June 1991..
 AE0002
 AE0002.The geoid height was determined by GEOID03.
 AE0002
 AE0002.The dynamic height is computed by dividing the NAVD 88
 AE0002.geopotential number by the normal gravity value computed on the
 AE0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0002.degrees latitude (g = 980.6199 gals.).
 AE0002
 AE0002.The modeled gravity was interpolated from observed gravity values.
 AE0002
 AE0002;                    North         East    Units  Estimated Accuracy
 AE0002;SPC TX S     - 5,099,650.      300,080.      MT  (+/- 180 meters Scaled)
 AE0002
 AE0002                          SUPERSEDED SURVEY CONTROL
 AE0002
 AE0002  NGVD 29 (??/??/92)  121.539  (m)          398.75   (f) ADJ UNCH    2 0
 AE0002
 AE0002.Superseded values are not recommended for survey control.
 AE0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0002.See file dsdata.txt to determine how the superseded data were derived.
 AE0002
 AE0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ498384(NAD 83)
 AE0002_MARKER: DB = BENCH MARK DISK
 AE0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0002_STAMPING: R 643 1942
 AE0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0002+STABILITY: SURFACE MOTION
 AE0002
 AE0002  HISTORY     - Date     Condition        Report By
 AE0002  HISTORY     - 1942     MONUMENTED       CGS
 AE0002
 AE0002                          STATION DESCRIPTION
 AE0002
 AE0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0002'12.3 MI NW FROM MCCOOK.
 AE0002'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.7 MILES NORTH
 AE0002'WESTERLY ALONG DIRT ROAD TO SHARP CURVE TO THE WEST.  THENCE, GO 7.6
 AE0002'MILES WESTERLY ALONG ROAD TO SITE OF THE BENCH MARK.  BENCH MARK IS
 AE0002'23.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION OF CENTERLINE OF
 AE0002'CATTLE GUARD ACROSS THE ROAD, 3.0 FEET SOUTH OF A FENCE CORNER AND
 AE0002'GATE POST AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE
 AE0002'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0651 ***********************************************************************
 AE0651  DESIGNATION -  R 644 RESET
 AE0651  PID         -  AE0651
 AE0651  STATE/COUNTY-  TX/HIDALGO
 AE0651  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0651
 AE0651                         *CURRENT SURVEY CONTROL
 AE0651  ___________________________________________________________________
 AE0651* NAD 83(1986)-  26 16 39.     (N)    098 33 56.     (W)     SCALED    
 AE0651* NAVD 88     -        59.78   (meters)     196.1    (feet)  RESET     
 AE0651  ___________________________________________________________________
 AE0651  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0651
 AE0651  VERT ORDER  -  THIRD
 AE0651
 AE0651.The horizontal coordinates were scaled from a topographic map and have
 AE0651.an estimated accuracy of +/- 6 seconds.
 AE0651
 AE0651.The orthometric height was computed from unverified reset data.
 AE0651
 AE0651.The geoid height was determined by GEOID03.
 AE0651
 AE0651;                    North         East    Units  Estimated Accuracy
 AE0651;SPC TX S     - 5,067,680.      293,450.      MT  (+/- 180 meters Scaled)
 AE0651
 AE0651                          SUPERSEDED SURVEY CONTROL
 AE0651
 AE0651.No superseded survey control is available for this station.
 AE0651
 AE0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ433064(NAD 83)
 AE0651_MARKER: DB = BENCH MARK DISK
 AE0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0651_SP_SET: CULVERT
 AE0651_STAMPING: R 644 RESET 1968
 AE0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0651
 AE0651  HISTORY     - Date     Condition        Report By
 AE0651  HISTORY     - 1968     MONUMENTED       TXHD
 AE0651  HISTORY     - 1969     GOOD             NGS
 AE0651  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0651  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0651
 AE0651                          STATION DESCRIPTION
 AE0651
 AE0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AE0651'0.2 MI W FROM SULLIVAN CITY.
 AE0651'ABOUT 0.2 MILE WESTERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AE0651'SULLIVAN CITY, 43.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0651'CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE WEST END OF
 AE0651'THE NORTH HEADWALL OF A 3-6 FT. X 3 FT. X 86 FT. CONCRETE MULTIPLE BOX
 AE0651'CULVERT.
 AE0651
 AE0651                          STATION RECOVERY (1981)
 AE0651
 AE0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0651'MARK NOT RECOVERED.
 AE0651
 AE0651                          STATION RECOVERY (1992)
 AE0651
 AE0651'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0468 ***********************************************************************
 AE0468  DESIGNATION -  R 645
 AE0468  PID         -  AE0468
 AE0468  STATE/COUNTY-  TX/HIDALGO
 AE0468  USGS QUAD   -  FAYSVILLE (1963)
 AE0468
 AE0468                         *CURRENT SURVEY CONTROL
 AE0468  ___________________________________________________________________
 AE0468* NAD 83(1986)-  26 26 11.     (N)    098 08 00.     (W)     SCALED    
 AE0468* NAVD 88     -        25.522  (meters)      83.73   (feet)  ADJUSTED  
 AE0468  ___________________________________________________________________
 AE0468  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0468  DYNAMIC HT  -          25.480 (meters)      83.60  (feet)  COMP
 AE0468  MODELED GRAV-     979,023.6   (mgal)                       NAVD 88
 AE0468
 AE0468  VERT ORDER  -  SECOND    CLASS 0
 AE0468
 AE0468.The horizontal coordinates were scaled from a topographic map and have
 AE0468.an estimated accuracy of +/- 6 seconds.
 AE0468
 AE0468.The orthometric height was determined by differential leveling
 AE0468.and adjusted by the National Geodetic Survey in June 1991..
 AE0468
 AE0468.The geoid height was determined by GEOID03.
 AE0468
 AE0468.The dynamic height is computed by dividing the NAVD 88
 AE0468.geopotential number by the normal gravity value computed on the
 AE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0468.degrees latitude (g = 980.6199 gals.).
 AE0468
 AE0468.The modeled gravity was interpolated from observed gravity values.
 AE0468
 AE0468;                    North         East    Units  Estimated Accuracy
 AE0468;SPC TX S     - 5,085,330.      336,570.      MT  (+/- 180 meters Scaled)
 AE0468
 AE0468                          SUPERSEDED SURVEY CONTROL
 AE0468
 AE0468  NGVD 29 (??/??/92)   25.628  (m)           84.08   (f) ADJ UNCH    2 0
 AE0468
 AE0468.Superseded values are not recommended for survey control.
 AE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0468.See file dsdata.txt to determine how the superseded data were derived.
 AE0468
 AE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ864243(NAD 83)
 AE0468_MARKER: DB = BENCH MARK DISK
 AE0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0468_SP_SET: CULVERT
 AE0468_STAMPING: R 645 1942
 AE0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0468
 AE0468  HISTORY     - Date     Condition        Report By
 AE0468  HISTORY     - 1942     MONUMENTED       CGS
 AE0468  HISTORY     - 1942     GOOD             NGS
 AE0468
 AE0468                          STATION DESCRIPTION
 AE0468
 AE0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0468'9.5 MI N FROM EDINBURG.
 AE0468'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 9.5 MILES
 AE0468'NORTHERLY ALONG U. S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH MARK.
 AE0468'BENCH MARK IS ABOUT 0.1 MILE NORTH OF INTERSECTION OF CROSSROAD, 22.0
 AE0468'FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY
 AE0468'AND SET HORIZONTALLY IN THE NORTH END OF THE EAST HEADWALL OF CONCRETE
 AE0468'24-INCH CULVERT UNDER THE HIGHWAY.
 AE0468
 AE0468                          STATION RECOVERY (1942)
 AE0468
 AE0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AE0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2551 ***********************************************************************
 AW2551  DESIGNATION -  R 648
 AW2551  PID         -  AW2551
 AW2551  STATE/COUNTY-  TX/CHAMBERS
 AW2551  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW2551
 AW2551                         *CURRENT SURVEY CONTROL
 AW2551  ___________________________________________________________________
 AW2551* NAD 83(1986)-  29 42 40.     (N)    094 29 55.     (W)     SCALED    
 AW2551* NAVD 88     -         3.99   (+/-2cm)      13.1    (feet)  VERTCON   
 AW2551  ___________________________________________________________________
 AW2551  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2551
 AW2551  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2551
 AW2551.The horizontal coordinates were scaled from a topographic map and have
 AW2551.an estimated accuracy of +/- 6 seconds.
 AW2551
 AW2551.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2551.The vertical order pertains to the NGVD 29 superseded value.
 AW2551
 AW2551.The geoid height was determined by GEOID03.
 AW2551
 AW2551;                    North         East    Units  Estimated Accuracy
 AW2551;SPC TXSC     - 4,216,490.    1,035,420.      MT  (+/- 180 meters Scaled)
 AW2551
 AW2551                          SUPERSEDED SURVEY CONTROL
 AW2551
 AW2551  NGVD 29 (??/??/92)    3.990  (m)           13.09   (f) ADJ UNCH    1 2
 AW2551
 AW2551.Superseded values are not recommended for survey control.
 AW2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2551.See file dsdata.txt to determine how the superseded data were derived.
 AW2551
 AW2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN550877(NAD 83)
 AW2551_MARKER: DB = BENCH MARK DISK
 AW2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2551_STAMPING: R 648 1942
 AW2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2551+STABILITY: SURFACE MOTION
 AW2551
 AW2551  HISTORY     - Date     Condition        Report By
 AW2551  HISTORY     - 1942     MONUMENTED       CGS
 AW2551  HISTORY     - 1959     GOOD             NGS
 AW2551  HISTORY     - 19890105 MARK NOT FOUND   USPSQD
 AW2551
 AW2551                          STATION DESCRIPTION
 AW2551
 AW2551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2551'11.1 MI SE FROM MONROE CITY.
 AW2551'ABOUT 5.45 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POST OFFICE AT
 AW2551'MONROE CITY, THENCE ABOUT 5.65 MILES SOUTH ALONG FARM ROAD 1941, ABOUT
 AW2551'0.3 MILE NORTH OF A GROUP OF TWO OIL TANKS ON THE WEST SIDE OF THE
 AW2551'ROAD, ABOUT 0.1 MILE SOUTH OF 3 CONCRETE CULVERTS, 39 FEET WEST OF THE
 AW2551'CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE, 0.5 FEET EAST OF A
 AW2551'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 AW2551'CONCRETE POST FLUSH WITH THE GROUND.
 AW2551
 AW2551                          STATION RECOVERY (1989)
 AW2551
 AW2551'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW2551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2814 ***********************************************************************
 AW2814  DESIGNATION -  R 649
 AW2814  PID         -  AW2814
 AW2814  STATE/COUNTY-  TX/CHAMBERS
 AW2814  USGS QUAD   -  ANAHUAC (1993)
 AW2814
 AW2814                         *CURRENT SURVEY CONTROL
 AW2814  ___________________________________________________________________
 AW2814* NAD 83(1986)-  29 47 08.     (N)    094 40 01.     (W)     SCALED    
 AW2814* NAVD 88     -         6.73   (+/-2cm)      22.1    (feet)  VERTCON   
 AW2814  ___________________________________________________________________
 AW2814  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2814
 AW2814  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2814
 AW2814.The horizontal coordinates were scaled from a topographic map and have
 AW2814.an estimated accuracy of +/- 6 seconds.
 AW2814
 AW2814.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2814.The vertical order pertains to the NGVD 29 superseded value.
 AW2814
 AW2814.The geoid height was determined by GEOID03.
 AW2814
 AW2814;                    North         East    Units  Estimated Accuracy
 AW2814;SPC TXSC     - 4,224,120.    1,018,840.      MT  (+/- 180 meters Scaled)
 AW2814
 AW2814                          SUPERSEDED SURVEY CONTROL
 AW2814
 AW2814  NGVD 29 (??/??/92)    6.733  (m)           22.09   (f) ADJ UNCH    1 2
 AW2814
 AW2814.Superseded values are not recommended for survey control.
 AW2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2814.See file dsdata.txt to determine how the superseded data were derived.
 AW2814
 AW2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN388961(NAD 83)
 AW2814_MARKER: DB = BENCH MARK DISK
 AW2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2814_STAMPING: R 649 1942
 AW2814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2814+STABILITY: SURFACE MOTION
 AW2814
 AW2814  HISTORY     - Date     Condition        Report By
 AW2814  HISTORY     - 1942     MONUMENTED       CGS
 AW2814  HISTORY     - 1959     GOOD             NGS
 AW2814  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2814  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2814  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2814
 AW2814                          STATION DESCRIPTION
 AW2814
 AW2814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2814'1.9 MI NE FROM ANAHUAC.
 AW2814'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COUNTY
 AW2814'COURTHOUSE AT ANAHUAC, THENCE ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY
 AW2814'61, THENCE ABOUT 0.8 MILE NORTH ALONG FARM ROAD 563, AT THE SOUTHEAST
 AW2814'ENTRANCE TO THE ANAHUAC CEMETERY, 46 1/2 FEET NORTHWEST OF THE CENTER
 AW2814'LINE OF THE ROAD, 27 FEET NORTHEAST OF THE CENTER LINE OF THE CEMETERY
 AW2814'ENTRANCE, 1 FOOT SOUTHEAST OF A FENCE, 1 FOOT NORTHEAST OF A WHITE
 AW2814'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 AW2814'INCHES.
 AW2814
 AW2814                          STATION RECOVERY (1973)
 AW2814
 AW2814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2814'MARK NOT FOUND.
 AW2814
 AW2814                          STATION RECOVERY (1997)
 AW2814
 AW2814'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2814'MARK NOT FOUND.
 AW2814
 AW2814                          STATION RECOVERY (2004)
 AW2814
 AW2814'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0004 ***********************************************************************
 BZ0004  DESIGNATION -  R 65
 BZ0004  PID         -  BZ0004
 BZ0004  STATE/COUNTY-  TX/LIMESTONE
 BZ0004  USGS QUAD   -  MEXIA (1982)
 BZ0004
 BZ0004                         *CURRENT SURVEY CONTROL
 BZ0004  ___________________________________________________________________
 BZ0004* NAD 83(1986)-  31 40 51.     (N)    096 29 01.     (W)     SCALED    
 BZ0004* NAVD 88     -       164.403  (meters)     539.38   (feet)  ADJUSTED  
 BZ0004  ___________________________________________________________________
 BZ0004  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0004  DYNAMIC HT  -         164.207 (meters)     538.74  (feet)  COMP
 BZ0004  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 BZ0004
 BZ0004  VERT ORDER  -  FIRST     CLASS II
 BZ0004
 BZ0004.The horizontal coordinates were scaled from a topographic map and have
 BZ0004.an estimated accuracy of +/- 6 seconds.
 BZ0004
 BZ0004.The orthometric height was determined by differential leveling
 BZ0004.and adjusted by the National Geodetic Survey in June 1991..
 BZ0004.WARNING-Repeat measurements at this control monument indicate possible
 BZ0004.vertical movement.
 BZ0004
 BZ0004.The geoid height was determined by GEOID03.
 BZ0004
 BZ0004.The dynamic height is computed by dividing the NAVD 88
 BZ0004.geopotential number by the normal gravity value computed on the
 BZ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0004.degrees latitude (g = 980.6199 gals.).
 BZ0004
 BZ0004.The modeled gravity was interpolated from observed gravity values.
 BZ0004
 BZ0004;                    North         East    Units  Estimated Accuracy
 BZ0004;SPC TX C     - 3,229,600.    1,064,940.      MT  (+/- 180 meters Scaled)
 BZ0004
 BZ0004                          SUPERSEDED SURVEY CONTROL
 BZ0004
 BZ0004  NGVD 29 (??/??/92)  164.425  (m)          539.45   (f) ADJ UNCH    1 2
 BZ0004
 BZ0004.Superseded values are not recommended for survey control.
 BZ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0004.See file dsdata.txt to determine how the superseded data were derived.
 BZ0004
 BZ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA385078(NAD 83)
 BZ0004_MARKER: DB = BENCH MARK DISK
 BZ0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0004_SP_SET: BUILDING
 BZ0004_STAMPING: ELEV 539.494 R 65 1929
 BZ0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0004
 BZ0004  HISTORY     - Date     Condition        Report By
 BZ0004  HISTORY     - 1929     MONUMENTED       CGS
 BZ0004  HISTORY     - 1948     GOOD             NGS
 BZ0004  HISTORY     - 1980     GOOD             NGS
 BZ0004  HISTORY     - 19950715 GOOD             USPSQD
 BZ0004  HISTORY     - 20020824 GOOD             USPSQD
 BZ0004
 BZ0004                          STATION DESCRIPTION
 BZ0004
 BZ0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0004'IN MEXIA.
 BZ0004'AT MEXIA, LIMESTONE COUNTY, AT THE SOUTHWEST CORNER OF THE
 BZ0004'INTERSECTION OF COMMERCE AND SHERMAN STREETS, AT THE BRICK BUILDING
 BZ0004'OWNED BY MRS. M. B. KEMP AND OCCUPIED IN 1932 BY THE COX-FORREST DRUG
 BZ0004'STORE, IN THE WEST WALL, 4 FEET SOUTH OF THE NORTHWEST CORNER, AND 4
 BZ0004'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED ELEV 539.494 R 65
 BZ0004'1929 AND SET VERTICALLY.
 BZ0004
 BZ0004                          STATION RECOVERY (1980)
 BZ0004
 BZ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0004'IN MEXIA, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF COMMERCE AND
 BZ0004'SHERMAN STREETS, SET VERTICALLY IN THE WEST WALL OF A BUILDING
 BZ0004'OCCUPIED IN 1980 BY THE BIENOS AND TRENOS STORE, 1.2 M. (4.0 FT.)
 BZ0004'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING.
 BZ0004'THE MARK IS 1.2 M ABOVE THE SIDEWALK.
 BZ0004
 BZ0004                          STATION RECOVERY (1995)
 BZ0004
 BZ0004'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0004'RECOVERED IN GOOD CONDITION.
 BZ0004
 BZ0004                          STATION RECOVERY (2002)
 BZ0004
 BZ0004'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0429 ***********************************************************************
 BL0429  DESIGNATION -  R 650
 BL0429  PID         -  BL0429
 BL0429  STATE/COUNTY-  TX/LIBERTY
 BL0429  USGS QUAD   -  DEVERS (1984)
 BL0429
 BL0429                         *CURRENT SURVEY CONTROL
 BL0429  ___________________________________________________________________
 BL0429* NAD 83(1986)-  30 01 28.     (N)    094 33 24.     (W)     SCALED    
 BL0429* NAVD 88     -        17.61   (+/-2cm)      57.8    (feet)  VERTCON   
 BL0429  ___________________________________________________________________
 BL0429  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0429
 BL0429  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0429
 BL0429.The horizontal coordinates were scaled from a topographic map and have
 BL0429.an estimated accuracy of +/- 6 seconds.
 BL0429
 BL0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0429.The vertical order pertains to the NGVD 29 superseded value.
 BL0429
 BL0429.The geoid height was determined by GEOID03.
 BL0429
 BL0429;                    North         East    Units  Estimated Accuracy
 BL0429;SPC TX C     - 3,054,130.    1,257,000.      MT  (+/- 180 meters Scaled)
 BL0429
 BL0429                          SUPERSEDED SURVEY CONTROL
 BL0429
 BL0429  NGVD 29 (??/??/92)   17.618  (m)           57.80   (f) ADJ UNCH    1 2
 BL0429
 BL0429.Superseded values are not recommended for survey control.
 BL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0429.See file dsdata.txt to determine how the superseded data were derived.
 BL0429
 BL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP498225(NAD 83)
 BL0429_MARKER: DB = BENCH MARK DISK
 BL0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0429_SP_SET: ABUTMENT
 BL0429_STAMPING: R 650 1942
 BL0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0429
 BL0429  HISTORY     - Date     Condition        Report By
 BL0429  HISTORY     - 1942     MONUMENTED       CGS
 BL0429  HISTORY     - 1959     GOOD             NGS
 BL0429  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0429  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0429  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0429
 BL0429                          STATION DESCRIPTION
 BL0429
 BL0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0429'2.1 MI E FROM DEVERS.
 BL0429'ABOUT 2.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0429'STATION AT DEVERS, 8 POLES WEST OF MILEPOST 306, 76 FEET SOUTH OF THE
 BL0429'SOUTH RAIL, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 BL0429'OF THE HIGHWAY BRIDGE, 74 FEET SOUTH OF THE SOUTHWEST CORNER OF
 BL0429'TRESTLE 306.2, 22 1/2 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY
 BL0429'90, AND ABOUT LEVEL WITH THE TRACKS AND THE HIGHWAY.
 BL0429
 BL0429                          STATION RECOVERY (1972)
 BL0429
 BL0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0429'MARK NOT FOUND.
 BL0429
 BL0429                          STATION RECOVERY (1995)
 BL0429
 BL0429'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0429'MARK NOT FOUND.
 BL0429
 BL0429                          STATION RECOVERY (2004)
 BL0429
 BL0429'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1465 ***********************************************************************
 AY1465  DESIGNATION -  R 651
 AY1465  PID         -  AY1465
 AY1465  STATE/COUNTY-  TX/UVALDE
 AY1465  USGS QUAD   -  UTOPIA (1969)
 AY1465
 AY1465                         *CURRENT SURVEY CONTROL
 AY1465  ___________________________________________________________________
 AY1465* NAD 83(1986)-  29 36 15.     (N)    099 35 31.     (W)     SCALED    
 AY1465* NAVD 88     -       490.822  (meters)    1610.31   (feet)  ADJUSTED  
 AY1465  ___________________________________________________________________
 AY1465  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AY1465  DYNAMIC HT  -         490.099 (meters)    1607.93  (feet)  COMP
 AY1465  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 AY1465
 AY1465  VERT ORDER  -  SECOND    CLASS 0
 AY1465
 AY1465.The horizontal coordinates were scaled from a topographic map and have
 AY1465.an estimated accuracy of +/- 6 seconds.
 AY1465
 AY1465.The orthometric height was determined by differential leveling
 AY1465.and adjusted by the National Geodetic Survey in June 1991..
 AY1465
 AY1465.The geoid height was determined by GEOID03.
 AY1465
 AY1465.The dynamic height is computed by dividing the NAVD 88
 AY1465.geopotential number by the normal gravity value computed on the
 AY1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1465.degrees latitude (g = 980.6199 gals.).
 AY1465
 AY1465.The modeled gravity was interpolated from observed gravity values.
 AY1465
 AY1465;                    North         East    Units  Estimated Accuracy
 AY1465;SPC TXSC     - 4,196,400.      542,670.      MT  (+/- 180 meters Scaled)
 AY1465
 AY1465                          SUPERSEDED SURVEY CONTROL
 AY1465
 AY1465  NGVD 29 (??/??/92)  490.727  (m)         1609.99   (f) ADJ UNCH    2 0
 AY1465
 AY1465.Superseded values are not recommended for survey control.
 AY1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1465.See file dsdata.txt to determine how the superseded data were derived.
 AY1465
 AY1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT426750(NAD 83)
 AY1465_MARKER: DB = BENCH MARK DISK
 AY1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1465_STAMPING: R 651 1953
 AY1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1465+STABILITY: SURFACE MOTION
 AY1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1465+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1465
 AY1465  HISTORY     - Date     Condition        Report By
 AY1465  HISTORY     - 1953     MONUMENTED       CGS
 AY1465  HISTORY     - 20050302 GOOD             USPSQD
 AY1465
 AY1465                          STATION DESCRIPTION
 AY1465
 AY1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1465'4.75 MI W FROM UTOPIA.
 AY1465'0.2 MILE SOUTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1465'THENCE 4.55 MILES WEST ALONG FARM ROAD 1050, 53.5 FEET NORTHWEST OF
 AY1465'THE CENTER LINE OF THE FARM ROAD, 2.4 FEET SOUTHEAST OF A FENCE, 2
 AY1465'FEET SOUTHWEST OF A WITNESS POST, AT THE APPROACH TO A WINDING HILL,
 AY1465'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AY1465'GROUND.
 AY1465
 AY1465                          STATION RECOVERY (2005)
 AY1465
 AY1465'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0217 ***********************************************************************
 AE0217  DESIGNATION -  R 652
 AE0217  PID         -  AE0217
 AE0217  STATE/COUNTY-  TX/HIDALGO
 AE0217  USGS QUAD   -  LINN (1982)
 AE0217
 AE0217                         *CURRENT SURVEY CONTROL
 AE0217  ___________________________________________________________________
 AE0217* NAD 83(1986)-  26 33 43.     (N)    098 02 52.     (W)     SCALED    
 AE0217* NAVD 88     -        19.211  (meters)      63.03   (feet)  ADJUSTED  
 AE0217  ___________________________________________________________________
 AE0217  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0217  DYNAMIC HT  -          19.180 (meters)      62.93  (feet)  COMP
 AE0217  MODELED GRAV-     979,041.5   (mgal)                       NAVD 88
 AE0217
 AE0217  VERT ORDER  -  SECOND    CLASS 0
 AE0217
 AE0217.The horizontal coordinates were scaled from a topographic map and have
 AE0217.an estimated accuracy of +/- 6 seconds.
 AE0217
 AE0217.The orthometric height was determined by differential leveling
 AE0217.and adjusted by the National Geodetic Survey in June 1991..
 AE0217
 AE0217.The geoid height was determined by GEOID03.
 AE0217
 AE0217.The dynamic height is computed by dividing the NAVD 88
 AE0217.geopotential number by the normal gravity value computed on the
 AE0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0217.degrees latitude (g = 980.6199 gals.).
 AE0217
 AE0217.The modeled gravity was interpolated from observed gravity values.
 AE0217
 AE0217;                    North         East    Units  Estimated Accuracy
 AE0217;SPC TX S     - 5,099,270.      345,050.      MT  (+/- 180 meters Scaled)
 AE0217
 AE0217                          SUPERSEDED SURVEY CONTROL
 AE0217
 AE0217  NGVD 29 (??/??/92)   19.32   (m)           63.4    (f) COMPUTED    2 0
 AE0217
 AE0217.Superseded values are not recommended for survey control.
 AE0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0217.See file dsdata.txt to determine how the superseded data were derived.
 AE0217
 AE0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ948382(NAD 83)
 AE0217_MARKER: DB = BENCH MARK DISK
 AE0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0217_STAMPING: R 652 1942
 AE0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0217+STABILITY: SURFACE MOTION
 AE0217
 AE0217  HISTORY     - Date     Condition        Report By
 AE0217  HISTORY     - 1942     MONUMENTED       CGS
 AE0217
 AE0217                          STATION DESCRIPTION
 AE0217
 AE0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0217'4.5 MI E FROM SAN MANUEL.
 AE0217'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 4.5 MILES
 AE0217'EASTERLY ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0217'ABOUT 0.1 MILE WEST OF A SMALL FRAME FARM HOUSE, AT EDGE OF A
 AE0217'CULTIVATED FIELD, 20.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AE0217'THE CENTERLINE OF THE ROAD, 1.0 FOOT SOUTH OF FENCE, AND 3.0 FEET WEST
 AE0217'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0421 ***********************************************************************
 AE0421  DESIGNATION -  R 654
 AE0421  PID         -  AE0421
 AE0421  STATE/COUNTY-  TX/HIDALGO
 AE0421  USGS QUAD   -  HARGILL (1963)
 AE0421
 AE0421                         *CURRENT SURVEY CONTROL
 AE0421  ___________________________________________________________________
 AE0421* NAD 83(1986)-  26 23 33.     (N)    098 01 20.     (W)     SCALED    
 AE0421* NAVD 88     -        21.904  (meters)      71.86   (feet)  ADJUSTED  
 AE0421  ___________________________________________________________________
 AE0421  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AE0421  DYNAMIC HT  -          21.869 (meters)      71.75  (feet)  COMP
 AE0421  MODELED GRAV-     979,030.6   (mgal)                       NAVD 88
 AE0421
 AE0421  VERT ORDER  -  SECOND    CLASS 0
 AE0421
 AE0421.The horizontal coordinates were scaled from a topographic map and have
 AE0421.an estimated accuracy of +/- 6 seconds.
 AE0421
 AE0421.The orthometric height was determined by differential leveling
 AE0421.and adjusted by the National Geodetic Survey in June 1991..
 AE0421
 AE0421.The geoid height was determined by GEOID03.
 AE0421
 AE0421.The dynamic height is computed by dividing the NAVD 88
 AE0421.geopotential number by the normal gravity value computed on the
 AE0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0421.degrees latitude (g = 980.6199 gals.).
 AE0421
 AE0421.The modeled gravity was interpolated from observed gravity values.
 AE0421
 AE0421;                    North         East    Units  Estimated Accuracy
 AE0421;SPC TX S     - 5,080,510.      347,670.      MT  (+/- 180 meters Scaled)
 AE0421
 AE0421                          SUPERSEDED SURVEY CONTROL
 AE0421
 AE0421  NGVD 29 (??/??/92)   22.005  (m)           72.19   (f) ADJ UNCH    2 0
 AE0421
 AE0421.Superseded values are not recommended for survey control.
 AE0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0421.See file dsdata.txt to determine how the superseded data were derived.
 AE0421
 AE0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ975195(NAD 83)
 AE0421_MARKER: DB = BENCH MARK DISK
 AE0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0421_STAMPING: R 654 1942
 AE0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0421+STABILITY: SURFACE MOTION
 AE0421
 AE0421  HISTORY     - Date     Condition        Report By
 AE0421  HISTORY     - 1942     MONUMENTED       CGS
 AE0421  HISTORY     - 1954     GOOD             NGS
 AE0421
 AE0421                          STATION DESCRIPTION
 AE0421
 AE0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0421'3.5 MI S FROM HARGILL.
 AE0421'TO REACH FROM THE POST OFFICE AT HARGILL, PROCEED 3.5 MILES SOUTHERLY
 AE0421'ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5
 AE0421'MILE SOUTH OF A CROSS ROAD, 35.0 FEET EAST OF AND ABOUT THE SAME
 AE0421'ELEVATION AS CENTERLINE OF ROAD, 20 FEET WEST OF A LARGE MESQUITE
 AE0421'TREE, 1.0 FOOT EAST OF ROAD FENCE, 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AE0421'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AE0421
 AE0421                          STATION RECOVERY (1954)
 AE0421
 AE0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AE0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0692 ***********************************************************************
 AB0692  DESIGNATION -  R 655
 AB0692  PID         -  AB0692
 AB0692  STATE/COUNTY-  TX/HIDALGO
 AB0692  USGS QUAD   -  LASARA (1970)
 AB0692
 AB0692                         *CURRENT SURVEY CONTROL
 AB0692  ___________________________________________________________________
 AB0692* NAD 83(1986)-  26 24 03.     (N)    097 58 49.     (W)     SCALED    
 AB0692* NAVD 88     -        19.188  (meters)      62.95   (feet)  ADJUSTED  
 AB0692  ___________________________________________________________________
 AB0692  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AB0692  DYNAMIC HT  -          19.157 (meters)      62.85  (feet)  COMP
 AB0692  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 AB0692
 AB0692  VERT ORDER  -  SECOND    CLASS 0
 AB0692
 AB0692.The horizontal coordinates were scaled from a topographic map and have
 AB0692.an estimated accuracy of +/- 6 seconds.
 AB0692
 AB0692.The orthometric height was determined by differential leveling
 AB0692.and adjusted by the National Geodetic Survey in June 1991..
 AB0692
 AB0692.The geoid height was determined by GEOID03.
 AB0692
 AB0692.The dynamic height is computed by dividing the NAVD 88
 AB0692.geopotential number by the normal gravity value computed on the
 AB0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0692.degrees latitude (g = 980.6199 gals.).
 AB0692
 AB0692.The modeled gravity was interpolated from observed gravity values.
 AB0692
 AB0692;                    North         East    Units  Estimated Accuracy
 AB0692;SPC TX S     - 5,081,450.      351,850.      MT  (+/- 180 meters Scaled)
 AB0692
 AB0692                          SUPERSEDED SURVEY CONTROL
 AB0692
 AB0692  NGVD 29 (??/??/92)   19.282  (m)           63.26   (f) ADJ UNCH    2 0
 AB0692
 AB0692.Superseded values are not recommended for survey control.
 AB0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0692.See file dsdata.txt to determine how the superseded data were derived.
 AB0692
 AB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ017204(NAD 83)
 AB0692_MARKER: DB = BENCH MARK DISK
 AB0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0692_STAMPING: R 655 1942
 AB0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0692+STABILITY: SURFACE MOTION
 AB0692
 AB0692  HISTORY     - Date     Condition        Report By
 AB0692  HISTORY     - 1942     MONUMENTED       CGS
 AB0692  HISTORY     - 1956     GOOD             NGS
 AB0692  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0692
 AB0692                          STATION DESCRIPTION
 AB0692
 AB0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AB0692'2.5 MI S FROM LYFORD.
 AB0692'IN HIDALGO COUNTY, ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 96 FROM
 AB0692'THE MISSOURI PACIFIC RAILROAD STATION AT LYFORD, WILLACY COUNTY, ABOUT
 AB0692'4.4 MILES WEST ALONG A GRADED DIRT ROAD, ABOUT 0.9 MILE NORTH ALONG A
 AB0692'GRADED DIRT ROAD, 3.5 MILES WEST ALONG A ROAD, ABOUT 0.5 MILE NORTH
 AB0692'ALONG A ROAD, AND ABOUT 4.1 MILES WEST ALONG A ROAD.  ABOUT 195 FEET
 AB0692'SOUTHWEST OF THE NITTLER FARMHOUSE, 16 FEET EAST OF THE CENTERLINE OF
 AB0692'A NORTH-SOUTH ROAD, 26 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD,
 AB0692'78.6 FEET SOUTHWEST OF A WINDMILL, 4 FEET SOUTH OF A
 AB0692'POWER-TRANSMISSION LINE POLE, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 AB0692'POST, AND ABOUT LEVEL WITH THE MAIN ROAD.  A STANDARD DISK, STAMPED R
 AB0692'655 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AB0692'FOOT ABOVE GROUND.
 AB0692
 AB0692                          STATION RECOVERY (1987)
 AB0692
 AB0692'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0477 ***********************************************************************
 AE0477  DESIGNATION -  R 656
 AE0477  PID         -  AE0477
 AE0477  STATE/COUNTY-  TX/HIDALGO
 AE0477  USGS QUAD   -  EDINBURG (1983)
 AE0477
 AE0477                         *CURRENT SURVEY CONTROL
 AE0477  ___________________________________________________________________
 AE0477* NAD 83(1986)-  26 21 40.     (N)    098 08 48.     (W)     SCALED    
 AE0477* NAVD 88     -        26.843  (meters)      88.07   (feet)  ADJUSTED  
 AE0477  ___________________________________________________________________
 AE0477  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AE0477  DYNAMIC HT  -          26.800 (meters)      87.93  (feet)  COMP
 AE0477  MODELED GRAV-     979,022.8   (mgal)                       NAVD 88
 AE0477
 AE0477  VERT ORDER  -  SECOND    CLASS 0
 AE0477
 AE0477.The horizontal coordinates were scaled from a topographic map and have
 AE0477.an estimated accuracy of +/- 6 seconds.
 AE0477
 AE0477.The orthometric height was determined by differential leveling
 AE0477.and adjusted by the National Geodetic Survey in June 1991..
 AE0477
 AE0477.The geoid height was determined by GEOID03.
 AE0477
 AE0477.The dynamic height is computed by dividing the NAVD 88
 AE0477.geopotential number by the normal gravity value computed on the
 AE0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0477.degrees latitude (g = 980.6199 gals.).
 AE0477
 AE0477.The modeled gravity was interpolated from observed gravity values.
 AE0477
 AE0477;                    North         East    Units  Estimated Accuracy
 AE0477;SPC TX S     - 5,076,990.      335,260.      MT  (+/- 180 meters Scaled)
 AE0477
 AE0477                          SUPERSEDED SURVEY CONTROL
 AE0477
 AE0477  NGVD 29 (??/??/92)   26.955  (m)           88.43   (f) ADJ UNCH    2 0
 AE0477
 AE0477.Superseded values are not recommended for survey control.
 AE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0477.See file dsdata.txt to determine how the superseded data were derived.
 AE0477
 AE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ851159(NAD 83)
 AE0477_MARKER: DB = BENCH MARK DISK
 AE0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0477_STAMPING: R 656 1942
 AE0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0477+STABILITY: SURFACE MOTION
 AE0477
 AE0477  HISTORY     - Date     Condition        Report By
 AE0477  HISTORY     - 1942     MONUMENTED       CGS
 AE0477  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0477
 AE0477                          STATION DESCRIPTION
 AE0477
 AE0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0477'4.5 MI N FROM EDINBURG.
 AE0477'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0477'4.5 MILES ALONG U. S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH MARK.
 AE0477'BENCH MARK IS IN MIDDLE OF PALM DRIVE AND ABOUT 87. FEET NORTH OF A
 AE0477'TELEPHONE POLE.  IT IS 48. FEET EAST OF AND ABOUT 0.3 FOOT BELOW THE
 AE0477'CENTER LINE OF PAVEMENT AND 3. FEET WEST OF A 4X4-INCH WOODEN MARKER
 AE0477'POST.  THE MONUMENT PROJECTS 0.3 FOOT.
 AE0477
 AE0477                          STATION RECOVERY (1962)
 AE0477
 AE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0718 ***********************************************************************
 AB0718  DESIGNATION -  R 657
 AB0718  PID         -  AB0718
 AB0718  STATE/COUNTY-  TX/HIDALGO
 AB0718  USGS QUAD   -  EDCOUCH (1980)
 AB0718
 AB0718                         *CURRENT SURVEY CONTROL
 AB0718  ___________________________________________________________________
 AB0718* NAD 83(1986)-  26 17 22.     (N)    097 53 39.     (W)     SCALED    
 AB0718* NAVD 88     -        16.507  (meters)      54.16   (feet)  ADJUSTED  
 AB0718  ___________________________________________________________________
 AB0718  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB0718  DYNAMIC HT  -          16.480 (meters)      54.07  (feet)  COMP
 AB0718  MODELED GRAV-     979,030.2   (mgal)                       NAVD 88
 AB0718
 AB0718  VERT ORDER  -  SECOND    CLASS 0
 AB0718
 AB0718.The horizontal coordinates were scaled from a topographic map and have
 AB0718.an estimated accuracy of +/- 6 seconds.
 AB0718
 AB0718.The orthometric height was determined by differential leveling
 AB0718.and adjusted by the National Geodetic Survey in June 1991..
 AB0718
 AB0718.The geoid height was determined by GEOID03.
 AB0718
 AB0718.The dynamic height is computed by dividing the NAVD 88
 AB0718.geopotential number by the normal gravity value computed on the
 AB0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0718.degrees latitude (g = 980.6199 gals.).
 AB0718
 AB0718.The modeled gravity was interpolated from observed gravity values.
 AB0718
 AB0718;                    North         East    Units  Estimated Accuracy
 AB0718;SPC TX S     - 5,069,150.      360,500.      MT  (+/- 180 meters Scaled)
 AB0718
 AB0718                          SUPERSEDED SURVEY CONTROL
 AB0718
 AB0718  NGVD 29 (??/??/92)   16.610  (m)           54.49   (f) ADJ UNCH    2 0
 AB0718
 AB0718.Superseded values are not recommended for survey control.
 AB0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0718.See file dsdata.txt to determine how the superseded data were derived.
 AB0718
 AB0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ104082(NAD 83)
 AB0718_MARKER: DB = BENCH MARK DISK
 AB0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0718_STAMPING: R 657 1942
 AB0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0718+STABILITY: SURFACE MOTION
 AB0718
 AB0718  HISTORY     - Date     Condition        Report By
 AB0718  HISTORY     - 1942     MONUMENTED       CGS
 AB0718  HISTORY     - 20040219 MARK NOT FOUND   GEOCAC
 AB0718
 AB0718                          STATION DESCRIPTION
 AB0718
 AB0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0718'2.5 MI E FROM LA VILLA.
 AB0718'2.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AB0718'STATION AT LA VILLA, HIDALGO COUNTY, 15 FEET SOUTHEAST OF MILEPOST
 AB0718'160, 33 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, IN LINE WITH A
 AB0718'ROW OF POLES, 16 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AB0718'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN
 AB0718'THE RAILROAD BED.  A STANDARD DISK, STAMPED R 657 1942 AND SET IN THE
 AB0718'TOP OF A CONCRETE POST.
 AB0718
 AB0718                          STATION RECOVERY (2004)
 AB0718
 AB0718'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0718'RAILROAD ABANDONED.  NO TRACKS, POLES, FENCE OR WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0397 ***********************************************************************
 AW0397  DESIGNATION -  R 659
 AW0397  PID         -  AW0397
 AW0397  STATE/COUNTY-  TX/HARRIS
 AW0397  USGS QUAD   -  CROSBY (1982)
 AW0397
 AW0397                         *CURRENT SURVEY CONTROL
 AW0397  ___________________________________________________________________
 AW0397* NAD 83(1986)-  29 53 58.     (N)    095 04 55.     (W)     SCALED    
 AW0397* NAVD 88     -        11.083  (meters)      36.36   (feet)  ADJUSTED  
 AW0397  ___________________________________________________________________
 AW0397  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0397  DYNAMIC HT  -          11.068 (meters)      36.31  (feet)  COMP
 AW0397  MODELED GRAV-     979,300.0   (mgal)                       NAVD 88
 AW0397
 AW0397  VERT ORDER  -  FIRST     CLASS II
 AW0397
 AW0397.The horizontal coordinates were scaled from a topographic map and have
 AW0397.an estimated accuracy of +/- 6 seconds.
 AW0397
 AW0397.The orthometric height was determined by differential leveling
 AW0397.and adjusted by the National Geodetic Survey in June 1991..
 AW0397
 AW0397.The geoid height was determined by GEOID03.
 AW0397
 AW0397.The dynamic height is computed by dividing the NAVD 88
 AW0397.geopotential number by the normal gravity value computed on the
 AW0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0397.degrees latitude (g = 980.6199 gals.).
 AW0397
 AW0397.The modeled gravity was interpolated from observed gravity values.
 AW0397
 AW0397;                    North         East    Units  Estimated Accuracy
 AW0397;SPC TXSC     - 4,235,320.      978,320.      MT  (+/- 180 meters Scaled)
 AW0397
 AW0397                          SUPERSEDED SURVEY CONTROL
 AW0397
 AW0397  NGVD 29 (12/23/87)   11.082  (m)           36.36   (f) ADJUSTED    1 2
 AW0397
 AW0397.Superseded values are not recommended for survey control.
 AW0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0397.See file dsdata.txt to determine how the superseded data were derived.
 AW0397
 AW0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP989094(NAD 83)
 AW0397_MARKER: DB = BENCH MARK DISK
 AW0397_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0397+WITH SETTING: PAVEMENT
 AW0397_SP_SET: CONTROL BOX
 AW0397_STAMPING: R 659 1942
 AW0397_MARK LOGO: CGS   
 AW0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0397+STABILITY: SURFACE MOTION
 AW0397
 AW0397  HISTORY     - Date     Condition        Report By
 AW0397  HISTORY     - 1942     MONUMENTED       CGS
 AW0397  HISTORY     - 1972     GOOD             NGS
 AW0397  HISTORY     - 1978     GOOD             NGS
 AW0397  HISTORY     - 1978     GOOD             DOD
 AW0397  HISTORY     - 1983     GOOD             NGS
 AW0397  HISTORY     - 1986     GOOD             NGS
 AW0397  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 AW0397
 AW0397                          STATION DESCRIPTION
 AW0397
 AW0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0397'1.1 MI SW FROM CROSBY.
 AW0397'ABOUT 1.1 MILES SOUTHWEST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0397'CROSSING OF MAIN STREET THENCE SET IN THE TOP OF THE EAST CORNER OF AN
 AW0397'ABANONED CONCRETE CONTROL BOX, 8.2 FEET NORTHWEST OF THE NORTHWEST
 AW0397'RAIL, 76.4 FEET WEST OF THE 10TH TELEGRAPH POLE SOUTHWEST OF MILE POST
 AW0397'342, 24.8 FEET SOUTHEAST OF A TELEPHONE POLE AND ABOUT 0.5 FEET BELOW
 AW0397'THE LEVEL OF THE RAIL.
 AW0397
 AW0397                          STATION RECOVERY (1978)
 AW0397
 AW0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0397'RECOVERED IN GOOD CONDITION.
 AW0397
 AW0397                          STATION RECOVERY (1978)
 AW0397
 AW0397'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0397'RECOVERED IN GOOD CONDITION.
 AW0397
 AW0397                          STATION RECOVERY (1983)
 AW0397
 AW0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0397'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0397'1.8 KM (1.1 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0397'CROSSING OF FARM ROAD 2100 IN CROSBY, SET IN THE TOP OF THE EAST
 AW0397'CORNER OF A CONCRETE BASE OF AN ABANDONED CONTROL BOX, MARK IS ABOUT
 AW0397'0.30 METERS (1.0 FT) BELOW THE LEVEL OF THE RAILROAD TRACKS,
 AW0397'32.61 METERS (107.0 FT) WEST-SOUTHWEST AND ACROSS THE TRACKS FROM A
 AW0397'POST AND SIGN (70-65), 7.16 METERS (23.5 FT) SOUTHEAST OF A TELEPHONE
 AW0397'POLE, AND 2.44 METERS (8.0 FT) NORTHWEST OF THE NORTHWEST RAIL.
 AW0397'THE MARK IS 0.3 M ABOVE GROUND.
 AW0397
 AW0397                          STATION RECOVERY (1986)
 AW0397
 AW0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0397'RECOVERED IN GOOD CONDITION.
 AW0397
 AW0397                          STATION RECOVERY (1997)
 AW0397
 AW0397'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2940 ***********************************************************************
 AW2940  DESIGNATION -  R 660
 AW2940  PID         -  AW2940
 AW2940  STATE/COUNTY-  TX/CHAMBERS
 AW2940  USGS QUAD   -  UMBRELLA POINT (1994)
 AW2940
 AW2940                         *CURRENT SURVEY CONTROL
 AW2940  ___________________________________________________________________
 AW2940* NAD 83(1986)-  29 43 08.     (N)    094 51 20.     (W)     SCALED    
 AW2940* NAVD 88     -         7.40   (+/-2cm)      24.3    (feet)  VERTCON   
 AW2940  ___________________________________________________________________
 AW2940  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2940
 AW2940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2940
 AW2940.The horizontal coordinates were scaled from a topographic map and have
 AW2940.an estimated accuracy of +/- 6 seconds.
 AW2940
 AW2940.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2940.The vertical order pertains to the NGVD 29 superseded value.
 AW2940
 AW2940.The geoid height was determined by GEOID03.
 AW2940
 AW2940;                    North         East    Units  Estimated Accuracy
 AW2940;SPC TXSC     - 4,216,070.    1,000,870.      MT  (+/- 180 meters Scaled)
 AW2940
 AW2940                          SUPERSEDED SURVEY CONTROL
 AW2940
 AW2940  NGVD 29 (??/??/92)    7.396  (m)           24.27   (f) ADJ UNCH    2 0
 AW2940
 AW2940.Superseded values are not recommended for survey control.
 AW2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2940.See file dsdata.txt to determine how the superseded data were derived.
 AW2940
 AW2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN205890(NAD 83)
 AW2940_MARKER: DB = BENCH MARK DISK
 AW2940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2940_STAMPING: R 660 1942
 AW2940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2940+STABILITY: SURFACE MOTION
 AW2940
 AW2940  HISTORY     - Date     Condition        Report By
 AW2940  HISTORY     - 1942     MONUMENTED       CGS
 AW2940  HISTORY     - 1954     GOOD             NGS
 AW2940  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2940  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2940  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2940
 AW2940                          STATION DESCRIPTION
 AW2940
 AW2940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2940'10.15 MI S FROM COVE.
 AW2940'5.0 MILES SOUTHWEST ALONG AN OILED ROAD FROM THE J.W. WILKINSON HOME
 AW2940'AT COVE, THENCE 5.15 MILES SOUTH ALONG A SHELL ROAD, 0.1 MILE NORTH OF
 AW2940'A CURVE IN THE ROAD, 195 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 AW2940'PRIVATE DRIVEWAY LEADING EAST, 38 FEET WEST OF THE CENTER LINE OF A
 AW2940'SHELL ROAD, 0.6 FOOT EAST OF A FENCE, 3.7 FEET SOUTH OF A WITNESS
 AW2940'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AW2940'THE GROUND.
 AW2940
 AW2940                          STATION RECOVERY (1964)
 AW2940
 AW2940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2940'MARK NOT FOUND.
 AW2940
 AW2940                          STATION RECOVERY (1990)
 AW2940
 AW2940'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2940'MARK NOT FOUND.
 AW2940
 AW2940                          STATION RECOVERY (2001)
 AW2940
 AW2940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2940'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1205 ***********************************************************************
 BL1205  DESIGNATION -  R 661
 BL1205  PID         -  BL1205
 BL1205  STATE/COUNTY-  TX/LIBERTY
 BL1205  USGS QUAD   -  HUFFMAN (1980)
 BL1205
 BL1205                         *CURRENT SURVEY CONTROL
 BL1205  ___________________________________________________________________
 BL1205* NAD 83(1986)-  30 02 41.     (N)    095 01 52.     (W)     SCALED    
 BL1205* NAVD 88     -        22.89   (+/-2cm)      75.1    (feet)  VERTCON   
 BL1205  ___________________________________________________________________
 BL1205  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1205
 BL1205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1205
 BL1205.The horizontal coordinates were scaled from a topographic map and have
 BL1205.an estimated accuracy of +/- 6 seconds.
 BL1205
 BL1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1205.The vertical order pertains to the NGVD 29 superseded value.
 BL1205
 BL1205.The geoid height was determined by GEOID03.
 BL1205
 BL1205;                    North         East    Units  Estimated Accuracy
 BL1205;SPC TX C     - 3,054,100.    1,211,180.      MT  (+/- 180 meters Scaled)
 BL1205
 BL1205                          SUPERSEDED SURVEY CONTROL
 BL1205
 BL1205  NGVD 29 (??/??/92)   22.891  (m)           75.10   (f) ADJ UNCH    2 0
 BL1205
 BL1205.Superseded values are not recommended for survey control.
 BL1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1205.See file dsdata.txt to determine how the superseded data were derived.
 BL1205
 BL1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP041254(NAD 83)
 BL1205_MARKER: DB = BENCH MARK DISK
 BL1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1205_STAMPING: R 661 1942
 BL1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1205+STABILITY: SURFACE MOTION
 BL1205
 BL1205  HISTORY     - Date     Condition        Report By
 BL1205  HISTORY     - 1942     MONUMENTED       CGS
 BL1205  HISTORY     - 1954     GOOD             NGS
 BL1205  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL1205  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1205
 BL1205                          STATION DESCRIPTION
 BL1205
 BL1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1205'4.45 MI E FROM HUFFMAN.
 BL1205'0.8 MILE NORTH ALONG AN OILED ROAD FROM THE SCHOOLHOUSE AT HUFFMAN,
 BL1205'THENCE 3.65 MILES EAST ALONG A GRADED DIRT ROAD, 63 FEET WEST OF THE
 BL1205'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 24 FEET SOUTH OF THE
 BL1205'CENTER LINE OF AN EAST AND WEST GRADED DIRT ROAD, 46 FEET NORTH OF THE
 BL1205'NORTH RAIL OF THE BEAUMONT, SOUR LAKE AND WESTERN RAILROAD, 2.2 FEET
 BL1205'SOUTHEAST OF A FENCE CORNER, 1 FOOT WEST OF A WITNESS POST, SET IN THE
 BL1205'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL1205'NOTE-- THE DESCRIPTION PLACES IT AT THE EDGE OF THE DRAIN DITCH.
 BL1205
 BL1205                          STATION RECOVERY (1960)
 BL1205
 BL1205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1205'MARK NOT FOUND.
 BL1205
 BL1205                          STATION RECOVERY (1978)
 BL1205
 BL1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1205'NOT RECOVERED.  NOTE=THIS MARK WAS REPORTED NOT RECOVERED BY
 BL1205'USGS IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0510 ***********************************************************************
 BL0510  DESIGNATION -  R 663
 BL0510  PID         -  BL0510
 BL0510  STATE/COUNTY-  TX/LIBERTY
 BL0510  USGS QUAD   -  DAISETTA (1984)
 BL0510
 BL0510                         *CURRENT SURVEY CONTROL
 BL0510  ___________________________________________________________________
 BL0510* NAD 83(1986)-  30 01 45.     (N)    094 40 20.     (W)     SCALED    
 BL0510* NAVD 88     -        18.00   (+/-2cm)      59.1    (feet)  VERTCON   
 BL0510  ___________________________________________________________________
 BL0510  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0510
 BL0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0510
 BL0510.The horizontal coordinates were scaled from a topographic map and have
 BL0510.an estimated accuracy of +/- 6 seconds.
 BL0510
 BL0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0510.The vertical order pertains to the NGVD 29 superseded value.
 BL0510
 BL0510.The geoid height was determined by GEOID03.
 BL0510
 BL0510;                    North         East    Units  Estimated Accuracy
 BL0510;SPC TX C     - 3,054,080.    1,245,840.      MT  (+/- 180 meters Scaled)
 BL0510
 BL0510                          SUPERSEDED SURVEY CONTROL
 BL0510
 BL0510  NGVD 29 (??/??/92)   18.00   (m)           59.1    (f) COMPUTED    2 0
 BL0510
 BL0510.Superseded values are not recommended for survey control.
 BL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0510.See file dsdata.txt to determine how the superseded data were derived.
 BL0510
 BL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP387231(NAD 83)
 BL0510_MARKER: DB = BENCH MARK DISK
 BL0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0510_STAMPING: R 663 1942
 BL0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0510+STABILITY: SURFACE MOTION
 BL0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0510+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004
 BL0510
 BL0510  HISTORY     - Date     Condition        Report By
 BL0510  HISTORY     - 1942     MONUMENTED       CGS
 BL0510  HISTORY     - 1959     MARK NOT FOUND   NGS
 BL0510  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0510  HISTORY     - 20040407 GOOD             USPSQD
 BL0510
 BL0510                          STATION DESCRIPTION
 BL0510
 BL0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0510'1.0 MI S FROM RAYWOOD.
 BL0510'1.0 MILE SOUTH ALONG AN IMPROVED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL0510'RAILROAD STATION SIGN AT RAYWOOD, 98 FEET SOUTHEAST OF THE SOUTHEAST
 BL0510'CORNER OF A FARMHOUSE, 30.6 FEET WEST OF THE CENTERLINE OF THE ROAD, 4
 BL0510'FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 2
 BL0510'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN
 BL0510'THE ROAD.  A STANDARD DISK, STAMPED R 663 1942 AND SET IN THE TOP OF A
 BL0510'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- PROBABLY
 BL0510'DESTROYED DURING ROAD CONSTRUCTION.
 BL0510
 BL0510                          STATION RECOVERY (1977)
 BL0510
 BL0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0510'MARK NOT FOUND.
 BL0510
 BL0510                          STATION RECOVERY (2004)
 BL0510
 BL0510'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0510'GO TO N30 01 45.0 W094 40 19.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0695 ***********************************************************************
 AW0695  DESIGNATION -  R 664 RESET
 AW0695  PID         -  AW0695
 AW0695  STATE/COUNTY-  TX/LIBERTY
 AW0695  USGS QUAD   -  SHEEKS (1993)
 AW0695
 AW0695                         *CURRENT SURVEY CONTROL
 AW0695  ___________________________________________________________________
 AW0695* NAD 83(1986)-  29 59 49.     (N)    094 57 13.     (W)     SCALED    
 AW0695* NAVD 88     -        19.503  (meters)      63.99   (feet)  ADJUSTED  
 AW0695  ___________________________________________________________________
 AW0695  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW0695  DYNAMIC HT  -          19.476 (meters)      63.90  (feet)  COMP
 AW0695  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 AW0695
 AW0695  VERT ORDER  -  FIRST     CLASS I
 AW0695
 AW0695.The horizontal coordinates were scaled from a topographic map and have
 AW0695.an estimated accuracy of +/- 6 seconds.
 AW0695
 AW0695.The orthometric height was determined by differential leveling
 AW0695.and adjusted by the National Geodetic Survey in June 1991..
 AW0695
 AW0695.The geoid height was determined by GEOID03.
 AW0695
 AW0695.The dynamic height is computed by dividing the NAVD 88
 AW0695.geopotential number by the normal gravity value computed on the
 AW0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0695.degrees latitude (g = 980.6199 gals.).
 AW0695
 AW0695.The modeled gravity was interpolated from observed gravity values.
 AW0695
 AW0695;                    North         East    Units  Estimated Accuracy
 AW0695;SPC TX C     - 3,049,160.    1,218,900.      MT  (+/- 180 meters Scaled)
 AW0695
 AW0695                          SUPERSEDED SURVEY CONTROL
 AW0695
 AW0695  NGVD 29 (12/23/87)   19.503  (m)           63.99   (f) ADJUSTED    1 1
 AW0695
 AW0695.Superseded values are not recommended for survey control.
 AW0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0695.See file dsdata.txt to determine how the superseded data were derived.
 AW0695
 AW0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP115200(NAD 83)
 AW0695_MARKER: DB = BENCH MARK DISK
 AW0695_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0695_SP_SET: CULVERT WINGWALL
 AW0695_STAMPING: R 664 RESET 1970
 AW0695_MARK LOGO: CGS   
 AW0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0695+STABILITY: SURFACE MOTION
 AW0695
 AW0695  HISTORY     - Date     Condition        Report By
 AW0695  HISTORY     - 1970     MONUMENTED       NGS
 AW0695  HISTORY     - 1972     GOOD             NGS
 AW0695  HISTORY     - 1978     GOOD             NGS
 AW0695  HISTORY     - 1987     POOR             NGS
 AW0695  HISTORY     - 1989     GOOD             USPSQD
 AW0695  HISTORY     - 19960815 POOR             USPSQD
 AW0695
 AW0695                          STATION DESCRIPTION
 AW0695
 AW0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0695'5.05 MI SW FROM DAYTON.
 AW0695'ABOUT 5.05 MILES SOUTHWEST ALONG U. S. HIGHWAY 90 FROM THE HIGH SCHOOL
 AW0695'AT DAYTON, 42 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0695'NORTHEASTBOUND LANE OF THE HIGHWAY, SET IN THE TOP OF THE WING WALL AT
 AW0695'THE SOUTH CORNER OF A 20-FOOT CONCRETE BOX CULVERT WITH ONE DIVIDING
 AW0695'PIER FOR A LARGE DRAINAGE DITCH AND UNDER BOTH LANES OF THE HIGHWAY,
 AW0695'0.5 FOOT NORTHEAST OF THE SOUTHWEST END OF THE WING WALL AND ABOUT 2
 AW0695'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AW0695
 AW0695                          STATION RECOVERY (1978)
 AW0695
 AW0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0695'RECOVERED IN GOOD CONDITION.
 AW0695
 AW0695                          STATION RECOVERY (1987)
 AW0695
 AW0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0695'RECOVERED IN POOR CONDITION, DESCRIPTION IS ADEQUATE, MARK IS STABLE,
 AW0695'DISK MUTILATED.
 AW0695
 AW0695                          STATION RECOVERY (1989)
 AW0695
 AW0695'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0695'RECOVERED IN GOOD CONDITION.
 AW0695
 AW0695                          STATION RECOVERY (1996)
 AW0695
 AW0695'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0695'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0824 ***********************************************************************
 AW0824  DESIGNATION -  R 666 RESET
 AW0824  PID         -  AW0824
 AW0824  STATE/COUNTY-  TX/HARRIS
 AW0824  USGS QUAD   -  HARMASTON (1982)
 AW0824
 AW0824                         *CURRENT SURVEY CONTROL
 AW0824  ___________________________________________________________________
 AW0824* NAD 83(1986)-  29 53 30.     (N)    095 14 53.     (W)     SCALED    
 AW0824* NAVD 88     -        15.777  (meters)      51.76   (feet)  ADJUSTED  
 AW0824  ___________________________________________________________________
 AW0824  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW0824  DYNAMIC HT  -          15.756 (meters)      51.69  (feet)  COMP
 AW0824  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 AW0824  OBS GRAVITY -     979,298.3   (mgal)                       GRAV_OBS
 AW0824
 AW0824  VERT ORDER  -  FIRST     CLASS II
 AW0824
 AW0824.The horizontal coordinates were scaled from a topographic map and have
 AW0824.an estimated accuracy of +/- 6 seconds.
 AW0824
 AW0824.The orthometric height was determined by differential leveling
 AW0824.and adjusted by the National Geodetic Survey in June 1991..
 AW0824
 AW0824.The geoid height was determined by GEOID03.
 AW0824
 AW0824.The dynamic height is computed by dividing the NAVD 88
 AW0824.geopotential number by the normal gravity value computed on the
 AW0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0824.degrees latitude (g = 980.6199 gals.).
 AW0824
 AW0824.The modeled gravity was interpolated from observed gravity values.
 AW0824.The observed gravity was obtained from relative gravimeter ties
 AW0824.to the IGSN71 gravity network.
 AW0824
 AW0824;                    North         East    Units  Estimated Accuracy
 AW0824;SPC TXSC     - 4,233,930.      962,310.      MT  (+/- 180 meters Scaled)
 AW0824
 AW0824                          SUPERSEDED SURVEY CONTROL
 AW0824
 AW0824  NGVD 29 (12/23/87)   15.775  (m)           51.76   (f) ADJUSTED    1 2
 AW0824
 AW0824.Superseded values are not recommended for survey control.
 AW0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0824.See file dsdata.txt to determine how the superseded data were derived.
 AW0824
 AW0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP829089(NAD 83)
 AW0824_MARKER: DB = BENCH MARK DISK
 AW0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0824_SP_SET: CONCRETE POST
 AW0824_STAMPING: R 666 RESET 1957
 AW0824_MARK LOGO: CGS   
 AW0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0824+STABILITY: SURFACE MOTION
 AW0824
 AW0824  HISTORY     - Date     Condition        Report By
 AW0824  HISTORY     - 1957     MONUMENTED       CGS
 AW0824  HISTORY     - 1973     GOOD             NGS
 AW0824  HISTORY     - 1978     GOOD             NGS
 AW0824  HISTORY     - 1987     GOOD             NGS
 AW0824
 AW0824                          STATION DESCRIPTION
 AW0824
 AW0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0824'IN DYERSDALE.
 AW0824'AT DYERSDALE, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND
 AW0824'LAKE HOUSTON PARKWAY, 205 FEET SOUTHWEST OF THE CENTER OF THE
 AW0824'INTERSECTION OF THE PARKWAY AND THE TRACK, 57.4 FEET NORTHWEST OF THE
 AW0824'NORTHWEST RAIL OF THE MAIN TRACK, 42 FEET SOUTHWEST OF MILEPOST 385, 1
 AW0824'FOOT SOUTHEAST OF A METAL WITNESS POST,  3 FEET BELOW THE LEVEL OF THE
 AW0824'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 AW0824'THE LEVEL OF THE GROUND.
 AW0824
 AW0824                          STATION RECOVERY (1978)
 AW0824
 AW0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0824'RECOVERED IN GOOD CONDITION.
 AW0824
 AW0824                          STATION RECOVERY (1987)
 AW0824
 AW0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2042 ***********************************************************************
 AW2042  DESIGNATION -  R 668
 AW2042  PID         -  AW2042
 AW2042  STATE/COUNTY-  TX/HARRIS
 AW2042  USGS QUAD   -  ALMEDA (1995)
 AW2042
 AW2042                         *CURRENT SURVEY CONTROL
 AW2042  ___________________________________________________________________
 AW2042* NAD 83(1986)-  29 35 08.     (N)    095 25 48.     (W)     SCALED    
 AW2042* NAVD 88     -        18.833  (meters)      61.79   (feet)  ADJUSTED  
 AW2042  ___________________________________________________________________
 AW2042  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW2042  DYNAMIC HT  -          18.808 (meters)      61.71  (feet)  COMP
 AW2042  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 AW2042  OBS GRAVITY -     979,272.9   (mgal)                       GRAV_OBS
 AW2042
 AW2042  VERT ORDER  -  FIRST     CLASS II
 AW2042
 AW2042.The horizontal coordinates were scaled from a topographic map and have
 AW2042.an estimated accuracy of +/- 6 seconds.
 AW2042
 AW2042.The orthometric height was determined by differential leveling
 AW2042.and adjusted by the National Geodetic Survey in June 1991..
 AW2042
 AW2042.The geoid height was determined by GEOID03.
 AW2042
 AW2042.The dynamic height is computed by dividing the NAVD 88
 AW2042.geopotential number by the normal gravity value computed on the
 AW2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2042.degrees latitude (g = 980.6199 gals.).
 AW2042
 AW2042.The modeled gravity was interpolated from observed gravity values.
 AW2042.The observed gravity was obtained from relative gravimeter ties
 AW2042.to the IGSN71 gravity network.
 AW2042
 AW2042;                    North         East    Units  Estimated Accuracy
 AW2042;SPC TXSC     - 4,199,470.      945,780.      MT  (+/- 180 meters Scaled)
 AW2042
 AW2042                          SUPERSEDED SURVEY CONTROL
 AW2042
 AW2042  NGVD 29 (12/23/87)   18.829  (m)           61.77   (f) ADJUSTED    1 2
 AW2042
 AW2042.Superseded values are not recommended for survey control.
 AW2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2042.See file dsdata.txt to determine how the superseded data were derived.
 AW2042
 AW2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN646753(NAD 83)
 AW2042_MARKER: DB = BENCH MARK DISK
 AW2042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2042_SP_SET: WINGWALL
 AW2042_STAMPING: R 668 1942
 AW2042_MARK LOGO: CGS   
 AW2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2042+STABILITY: SURFACE MOTION
 AW2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2042+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2042
 AW2042  HISTORY     - Date     Condition        Report By
 AW2042  HISTORY     - 1942     MONUMENTED       CGS
 AW2042  HISTORY     - 1973     GOOD             NGS
 AW2042  HISTORY     - 1978     GOOD             NGS
 AW2042  HISTORY     - 1987     GOOD             USPSQD
 AW2042  HISTORY     - 1987     GOOD             USPSQD
 AW2042  HISTORY     - 1987     GOOD             USPSQD
 AW2042  HISTORY     - 1987     GOOD             NGS
 AW2042  HISTORY     - 1988     GOOD             USPSQD
 AW2042  HISTORY     - 1988     GOOD             USPSQD
 AW2042  HISTORY     - 1988     GOOD             USPSQD
 AW2042  HISTORY     - 1988     GOOD             USPSQD
 AW2042  HISTORY     - 1989     GOOD             USPSQD
 AW2042  HISTORY     - 1989     GOOD             USPSQD
 AW2042  HISTORY     - 1989     GOOD             USPSQD
 AW2042  HISTORY     - 19900805 GOOD             USPSQD
 AW2042  HISTORY     - 19901208 GOOD             USPSQD
 AW2042  HISTORY     - 19941022 GOOD             USPSQD
 AW2042  HISTORY     - 20040216 GOOD             USPSQD
 AW2042  HISTORY     - 20050217 GOOD             USPSQD
 AW2042
 AW2042                          STATION DESCRIPTION
 AW2042
 AW2042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2042'1.45 MI S FROM ALMEDA.
 AW2042'1.45 MILES SOUTH ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF ANDERSON
 AW2042'ROAD AT ALMEDA, 0.4 MILE SOUTH OF THE JUNCTION OF RILEY ROAD, 0.15
 AW2042'MILE NORTH OF FORT BEND-HARRIS COUNTY LINE, DIRECTLY OPPOSITE A
 AW2042'HIGHWAY BRIDGE, IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE
 AW2042'HEADWALL OF THE FORMER HIGHWAY BRIDGE OVER A CANAL, 268 FEET EAST AND
 AW2042'ACROSS THE MISSOURI PACIFIC RAILROAD FROM THE CENTER LINE OF THE
 AW2042'HIGHWAY, 14 FEET EAST OF THE CENTER LINE OF THE FORMER HIGHWAY, 0.8
 AW2042'FOOT NORTHEAST OF THE EAST FACE OF THE EAST CONCRETE GUARDRAIL, ABOUT
 AW2042'LEVEL WITH THE HIGHWAY.
 AW2042
 AW2042                          STATION RECOVERY (1978)
 AW2042
 AW2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1987)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1987)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1987)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1987)
 AW2042
 AW2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1988)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1988)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1988)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1988)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1989)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1989)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1989)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1990)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1990)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (1994)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2042'RECOVERED IN GOOD CONDITION.
 AW2042
 AW2042                          STATION RECOVERY (2004)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2042'GO TO N 29 35 07.3 W 095 25 47.6
 AW2042
 AW2042                          STATION RECOVERY (2005)
 AW2042
 AW2042'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2276 ***********************************************************************
 AW2276  DESIGNATION -  R 669
 AW2276  PID         -  AW2276
 AW2276  STATE/COUNTY-  TX/HARRIS
 AW2276  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW2276
 AW2276                         *CURRENT SURVEY CONTROL
 AW2276  ___________________________________________________________________
 AW2276* NAD 83(1986)-  29 45 11.     (N)    095 31 33.     (W)     SCALED    
 AW2276* NAVD 88     -        21.583  (meters)      70.81   (feet)  ADJUSTED  
 AW2276  ___________________________________________________________________
 AW2276  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW2276  DYNAMIC HT  -          21.553 (meters)      70.71  (feet)  COMP
 AW2276  MODELED GRAV-     979,281.5   (mgal)                       NAVD 88
 AW2276
 AW2276  VERT ORDER  -  FIRST     CLASS II
 AW2276
 AW2276.The horizontal coordinates were scaled from a topographic map and have
 AW2276.an estimated accuracy of +/- 6 seconds.
 AW2276
 AW2276.The orthometric height was determined by differential leveling
 AW2276.and adjusted by the National Geodetic Survey in June 1991..
 AW2276
 AW2276.The geoid height was determined by GEOID03.
 AW2276
 AW2276.The dynamic height is computed by dividing the NAVD 88
 AW2276.geopotential number by the normal gravity value computed on the
 AW2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2276.degrees latitude (g = 980.6199 gals.).
 AW2276
 AW2276.The modeled gravity was interpolated from observed gravity values.
 AW2276
 AW2276;                    North         East    Units  Estimated Accuracy
 AW2276;SPC TXSC     - 4,217,750.      935,950.      MT  (+/- 180 meters Scaled)
 AW2276
 AW2276                          SUPERSEDED SURVEY CONTROL
 AW2276
 AW2276  NGVD 29 (12/23/87)   21.577  (m)           70.79   (f) ADJUSTED    1 2
 AW2276
 AW2276.Superseded values are not recommended for survey control.
 AW2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2276.See file dsdata.txt to determine how the superseded data were derived.
 AW2276
 AW2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN557940(NAD 83)
 AW2276_MARKER: DB = BENCH MARK DISK
 AW2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2276_SP_SET: CONCRETE POST
 AW2276_STAMPING: R 669 1942
 AW2276_MARK LOGO: CGS   
 AW2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2276+STABILITY: SURFACE MOTION
 AW2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2276+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 AW2276
 AW2276  HISTORY     - Date     Condition        Report By
 AW2276  HISTORY     - 1942     MONUMENTED       CGS
 AW2276  HISTORY     - 1973     GOOD             NGS
 AW2276  HISTORY     - 1974     GOOD             LOCENG
 AW2276  HISTORY     - 1978     GOOD             NGS
 AW2276  HISTORY     - 1983     GOOD             NGS
 AW2276  HISTORY     - 1986     GOOD             NGS
 AW2276  HISTORY     - 1987     GOOD             USPSQD
 AW2276  HISTORY     - 1990     GOOD             USPSQD
 AW2276  HISTORY     - 19940625 GOOD             USPSQD
 AW2276  HISTORY     - 20040507 GOOD             USPSQD
 AW2276
 AW2276                          STATION DESCRIPTION
 AW2276
 AW2276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2276'2.45 MI S FROM HEDWIG VILLAGE.
 AW2276'0.75 MILE SOUTH ALONG BUNKER HILL ROAD FROM THE INTERSTATE HIGHWAY 10
 AW2276'OVERPASS AT HEDWIG VILLAGE, THENCE 0.1 MILE EAST ALONG TAYLORCREST,
 AW2276'THENCE 1.0 MILE SOUTH ALONG BUNKER HILL ROAD, THENCE 0.6 MILE EAST AND
 AW2276'SOUTH ALONG MEMORIAL DRIVE, AT THE JUNCTION OF A DRIVEWAY TO A HOUSE
 AW2276'AT 11662 MEMORIAL DRIVE, 39 FEET EAST OF THE CENTER LINE OF THE DRIVE,
 AW2276'46 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY EAST, 37 1/2 FEET
 AW2276'NORTH OF THE CENTER OF THE NORTH END OF A 48-INCH PIPE CULVERT, 4 FEET
 AW2276'SOUTH OF A TELEPHONE POLE, 7 1/2 FEET NORTH-NORTHEAST OF THE CENTER OF
 AW2276'A FIRE HYDRANT, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW2276'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AW2276
 AW2276                          STATION RECOVERY (1974)
 AW2276
 AW2276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW2276'RECOVERED IN GOOD CONDITION.
 AW2276
 AW2276                          STATION RECOVERY (1978)
 AW2276
 AW2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2276'RECOVERED IN GOOD CONDITION.
 AW2276
 AW2276                          STATION RECOVERY (1983)
 AW2276
 AW2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2276'RECOVERED IN GOOD CONDITION.
 AW2276
 AW2276                          STATION RECOVERY (1986)
 AW2276
 AW2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2276'RECOVERED IN GOOD CONDITION.
 AW2276
 AW2276                          STATION RECOVERY (1987)
 AW2276
 AW2276'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2276'RECOVERED IN GOOD CONDITION.
 AW2276
 AW2276                          STATION RECOVERY (1990)
 AW2276
 AW2276'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AW2276'RECOVERED IN GOOD CONDITION.
 AW2276
 AW2276                          STATION RECOVERY (1994)
 AW2276
 AW2276'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2276'RECOVERED IN GOOD CONDITION.
 AW2276
 AW2276                          STATION RECOVERY (2004)
 AW2276
 AW2276'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1247 ***********************************************************************
 BY1247  DESIGNATION -  R 67 RESET 1946
 BY1247  PID         -  BY1247
 BY1247  STATE/COUNTY-  TX/CHEROKEE
 BY1247  USGS QUAD   -  TODD CITY (1982)
 BY1247
 BY1247                         *CURRENT SURVEY CONTROL
 BY1247  ___________________________________________________________________
 BY1247* NAD 83(1986)-  31 53 51.     (N)    095 26 15.     (W)     SCALED    
 BY1247* NAVD 88     -        86.831  (meters)     284.88   (feet)  ADJUSTED  
 BY1247  ___________________________________________________________________
 BY1247  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1247  DYNAMIC HT  -          86.726 (meters)     284.53  (feet)  COMP
 BY1247  MODELED GRAV-     979,436.4   (mgal)                       NAVD 88
 BY1247
 BY1247  VERT ORDER  -  FIRST     CLASS II
 BY1247
 BY1247.The horizontal coordinates were scaled from a topographic map and have
 BY1247.an estimated accuracy of +/- 6 seconds.
 BY1247
 BY1247.The orthometric height was determined by differential leveling
 BY1247.and adjusted by the National Geodetic Survey in June 1991..
 BY1247
 BY1247.The geoid height was determined by GEOID03.
 BY1247
 BY1247.The dynamic height is computed by dividing the NAVD 88
 BY1247.geopotential number by the normal gravity value computed on the
 BY1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1247.degrees latitude (g = 980.6199 gals.).
 BY1247
 BY1247.The modeled gravity was interpolated from observed gravity values.
 BY1247
 BY1247;                    North         East    Units  Estimated Accuracy
 BY1247;SPC TX C     - 3,257,500.    1,162,990.      MT  (+/- 180 meters Scaled)
 BY1247
 BY1247                          SUPERSEDED SURVEY CONTROL
 BY1247
 BY1247  NGVD 29 (??/??/92)   86.851  (m)          284.94   (f) ADJ UNCH    1 2
 BY1247
 BY1247.Superseded values are not recommended for survey control.
 BY1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1247.See file dsdata.txt to determine how the superseded data were derived.
 BY1247
 BY1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR694316(NAD 83)
 BY1247_MARKER: DB = BENCH MARK DISK
 BY1247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1247_SP_SET: ABUTMENT
 BY1247_STAMPING: R 67 RESET 1946
 BY1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1247+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 BY1247
 BY1247  HISTORY     - Date     Condition        Report By
 BY1247  HISTORY     - 1946     MONUMENTED       CGS
 BY1247  HISTORY     - 1952     GOOD             NGS
 BY1247  HISTORY     - 1980     GOOD             NGS
 BY1247  HISTORY     - 20040610 GOOD             USPSQD
 BY1247
 BY1247                          STATION DESCRIPTION
 BY1247
 BY1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1247'5.2 MI NE FROM NECHES.
 BY1247'4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1247'NECHES, THENCE 0.45 MILE NORTH ALONG A SANDY FARM ROAD, THENCE 0.45
 BY1247'MILE WEST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD, 3 POLES
 BY1247'SOUTHWEST OF MILEPOST 16, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.6
 BY1247'FEET BELOW THE TOP OF THE RAILS.  SET IN THE TOP OF THE SOUTHEAST END
 BY1247'OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE 158 OVER THE NECHES
 BY1247'RIVER.
 BY1247
 BY1247                          STATION RECOVERY (1980)
 BY1247
 BY1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1247'RECOVERED IN GOOD CONDITION.
 BY1247
 BY1247                          STATION RECOVERY (2004)
 BY1247
 BY1247'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1037 ***********************************************************************
 AB1037  DESIGNATION -  R 670
 AB1037  PID         -  AB1037
 AB1037  STATE/COUNTY-  TX/KENEDY
 AB1037  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1037
 AB1037                         *CURRENT SURVEY CONTROL
 AB1037  ___________________________________________________________________
 AB1037* NAD 83(1986)-  26 40 39.     (N)    097 37 24.     (W)     SCALED    
 AB1037* NAVD 88     -         5.315  (meters)      17.44   (feet)  ADJUSTED  
 AB1037  ___________________________________________________________________
 AB1037  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AB1037  DYNAMIC HT  -           5.307 (meters)      17.41  (feet)  COMP
 AB1037  MODELED GRAV-     979,070.8   (mgal)                       NAVD 88
 AB1037
 AB1037  VERT ORDER  -  SECOND    CLASS 0
 AB1037
 AB1037.The horizontal coordinates were scaled from a topographic map and have
 AB1037.an estimated accuracy of +/- 6 seconds.
 AB1037
 AB1037.The orthometric height was determined by differential leveling
 AB1037.and adjusted by the National Geodetic Survey in June 1991..
 AB1037
 AB1037.The geoid height was determined by GEOID03.
 AB1037
 AB1037.The dynamic height is computed by dividing the NAVD 88
 AB1037.geopotential number by the normal gravity value computed on the
 AB1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1037.degrees latitude (g = 980.6199 gals.).
 AB1037
 AB1037.The modeled gravity was interpolated from observed gravity values.
 AB1037
 AB1037;                    North         East    Units  Estimated Accuracy
 AB1037;SPC TX S     - 5,112,300.      387,250.      MT  (+/- 180 meters Scaled)
 AB1037
 AB1037                          SUPERSEDED SURVEY CONTROL
 AB1037
 AB1037  NGVD 29 (??/??/92)    5.393  (m)           17.69   (f) ADJ UNCH    2 0
 AB1037
 AB1037.Superseded values are not recommended for survey control.
 AB1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1037.See file dsdata.txt to determine how the superseded data were derived.
 AB1037
 AB1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ369514(NAD 83)
 AB1037_MARKER: DB = BENCH MARK DISK
 AB1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1037_STAMPING: R 670 1942
 AB1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1037+STABILITY: SURFACE MOTION
 AB1037
 AB1037  HISTORY     - Date     Condition        Report By
 AB1037  HISTORY     - 1942     MONUMENTED       CGS
 AB1037  HISTORY     - 1956     GOOD             USGS
 AB1037
 AB1037                          STATION DESCRIPTION
 AB1037
 AB1037'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1037'8.0 MI SE FROM NORIAS RANCH.
 AB1037'FROM NORIAS RANCH PROCEED 1.1 MILE SOUTHEAST ALONG HARD SURFACE ROAD
 AB1037'TO A GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 6.7 MILES ALONG TRACK
 AB1037'ROAD TO A GATE, 35 FEET WEST OF GATE ON NORTH SIDE OF FENCE, AND SET
 AB1037'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0512 ***********************************************************************
 AB0512  DESIGNATION -  R 671
 AB0512  PID         -  AB0512
 AB0512  STATE/COUNTY-  TX/WILLACY
 AB0512  USGS QUAD   -  WILLAMAR (1982)
 AB0512
 AB0512                         *CURRENT SURVEY CONTROL
 AB0512  ___________________________________________________________________
 AB0512* NAD 83(1986)-  26 29 21.     (N)    097 34 15.     (W)     SCALED    
 AB0512* NAVD 88     -         5.742  (meters)      18.84   (feet)  ADJUSTED  
 AB0512  ___________________________________________________________________
 AB0512  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AB0512  DYNAMIC HT  -           5.733 (meters)      18.81  (feet)  COMP
 AB0512  MODELED GRAV-     979,062.5   (mgal)                       NAVD 88
 AB0512
 AB0512  VERT ORDER  -  SECOND    CLASS 0
 AB0512
 AB0512.The horizontal coordinates were scaled from a topographic map and have
 AB0512.an estimated accuracy of +/- 6 seconds.
 AB0512
 AB0512.The orthometric height was determined by differential leveling
 AB0512.and adjusted by the National Geodetic Survey in June 1991..
 AB0512
 AB0512.The geoid height was determined by GEOID03.
 AB0512
 AB0512.The dynamic height is computed by dividing the NAVD 88
 AB0512.geopotential number by the normal gravity value computed on the
 AB0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0512.degrees latitude (g = 980.6199 gals.).
 AB0512
 AB0512.The modeled gravity was interpolated from observed gravity values.
 AB0512
 AB0512;                    North         East    Units  Estimated Accuracy
 AB0512;SPC TX S     - 5,091,470.      392,630.      MT  (+/- 180 meters Scaled)
 AB0512
 AB0512                          SUPERSEDED SURVEY CONTROL
 AB0512
 AB0512  NGVD 29 (??/??/92)    5.808  (m)           19.06   (f) ADJ UNCH    2 0
 AB0512
 AB0512.Superseded values are not recommended for survey control.
 AB0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0512.See file dsdata.txt to determine how the superseded data were derived.
 AB0512
 AB0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ424306(NAD 83)
 AB0512_MARKER: DB = BENCH MARK DISK
 AB0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0512_STAMPING: R 671 1942
 AB0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0512+STABILITY: SURFACE MOTION
 AB0512
 AB0512  HISTORY     - Date     Condition        Report By
 AB0512  HISTORY     - 1942     MONUMENTED       CGS
 AB0512  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0512  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0512
 AB0512                          STATION DESCRIPTION
 AB0512
 AB0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0512'14.0 MI E FROM RAYMONDVILLE.
 AB0512'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0512'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0512'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0512'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0512'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 2.0 MILES TO THE ENTRANCE
 AB0512'TO THE SAUZ RANCH AND SITE OF BENCH MARK.  BENCH MARK IS 53.0 FEET
 AB0512'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD,
 AB0512'28.0 FEET WEST OF THE CENTERLINE OF THE ROAD TO THE SAUZ RANCH, 3.0
 AB0512'FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER AND 3.0 FEET EAST OF A 4
 AB0512'BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.  A STANDARD
 AB0512'DISK STAMPED R 671 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AB0512
 AB0512                          STATION RECOVERY (1987)
 AB0512
 AB0512'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0512'MARK NOT FOUND.
 AB0512
 AB0512                          STATION RECOVERY (1988)
 AB0512
 AB0512'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0517 ***********************************************************************
 AB0517  DESIGNATION -  R 672
 AB0517  PID         -  AB0517
 AB0517  STATE/COUNTY-  TX/WILLACY
 AB0517  USGS QUAD   -  EL JARDIN (1975)
 AB0517
 AB0517                         *CURRENT SURVEY CONTROL
 AB0517  ___________________________________________________________________
 AB0517* NAD 83(1986)-  26 30 07.     (N)    097 33 53.     (W)     SCALED    
 AB0517* NAVD 88     -         4.794  (meters)      15.73   (feet)  ADJUSTED  
 AB0517  ___________________________________________________________________
 AB0517  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AB0517  DYNAMIC HT  -           4.786 (meters)      15.70  (feet)  COMP
 AB0517  MODELED GRAV-     979,063.5   (mgal)                       NAVD 88
 AB0517
 AB0517  VERT ORDER  -  SECOND    CLASS 0
 AB0517
 AB0517.The horizontal coordinates were scaled from a topographic map and have
 AB0517.an estimated accuracy of +/- 6 seconds.
 AB0517
 AB0517.The orthometric height was determined by differential leveling
 AB0517.and adjusted by the National Geodetic Survey in June 1991..
 AB0517
 AB0517.The geoid height was determined by GEOID03.
 AB0517
 AB0517.The dynamic height is computed by dividing the NAVD 88
 AB0517.geopotential number by the normal gravity value computed on the
 AB0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0517.degrees latitude (g = 980.6199 gals.).
 AB0517
 AB0517.The modeled gravity was interpolated from observed gravity values.
 AB0517
 AB0517;                    North         East    Units  Estimated Accuracy
 AB0517;SPC TX S     - 5,092,890.      393,230.      MT  (+/- 180 meters Scaled)
 AB0517
 AB0517                          SUPERSEDED SURVEY CONTROL
 AB0517
 AB0517  NGVD 29 (??/??/92)    4.862  (m)           15.95   (f) ADJ UNCH    2 0
 AB0517
 AB0517.Superseded values are not recommended for survey control.
 AB0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0517.See file dsdata.txt to determine how the superseded data were derived.
 AB0517
 AB0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ430320(NAD 83)
 AB0517_MARKER: DB = BENCH MARK DISK
 AB0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0517_STAMPING: R 672 1942
 AB0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0517+STABILITY: SURFACE MOTION
 AB0517
 AB0517  HISTORY     - Date     Condition        Report By
 AB0517  HISTORY     - 1942     MONUMENTED       CGS
 AB0517  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0517
 AB0517                          STATION DESCRIPTION
 AB0517
 AB0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0517'0.8 MI N FROM SAUZ RANCH.
 AB0517'TO REACH FROM THE SAUZ RANCH HEADQUARTERS, PROCEED NORTHERLY ON TRACK
 AB0517'ROAD TO THE OLD LADIANA RANCH AND GO 0.8 MILE TO SITE OF BENCH MARK.
 AB0517'BENCH MARK IS ABOUT 100.0 FEET NORTH OF A LOW PLACE IN THE ROAD, 20.0
 AB0517'FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND
 AB0517'3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.  A STANDARD DISK,
 AB0517'STAMPED R 672 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0517'0.5 FOOT ABOVE GROUND.
 AB0517
 AB0517                          STATION RECOVERY (1987)
 AB0517
 AB0517'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1000 ***********************************************************************
 AB1000  DESIGNATION -  R 673
 AB1000  PID         -  AB1000
 AB1000  STATE/COUNTY-  TX/WILLACY
 AB1000  USGS QUAD   -  YTURRIA (1982)
 AB1000
 AB1000                         *CURRENT SURVEY CONTROL
 AB1000  ___________________________________________________________________
 AB1000* NAD 83(1986)-  26 31 55.     (N)    097 46 33.     (W)     SCALED    
 AB1000* NAVD 88     -        11.308  (meters)      37.10   (feet)  ADJUSTED  
 AB1000  ___________________________________________________________________
 AB1000  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AB1000  DYNAMIC HT  -          11.290 (meters)      37.04  (feet)  COMP
 AB1000  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 AB1000
 AB1000  VERT ORDER  -  FIRST     CLASS II
 AB1000
 AB1000.The horizontal coordinates were scaled from a topographic map and have
 AB1000.an estimated accuracy of +/- 6 seconds.
 AB1000
 AB1000.The orthometric height was determined by differential leveling
 AB1000.and adjusted by the National Geodetic Survey in June 1991..
 AB1000
 AB1000.The geoid height was determined by GEOID03.
 AB1000
 AB1000.The dynamic height is computed by dividing the NAVD 88
 AB1000.geopotential number by the normal gravity value computed on the
 AB1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1000.degrees latitude (g = 980.6199 gals.).
 AB1000
 AB1000.The modeled gravity was interpolated from observed gravity values.
 AB1000
 AB1000;                    North         East    Units  Estimated Accuracy
 AB1000;SPC TX S     - 5,096,070.      372,170.      MT  (+/- 180 meters Scaled)
 AB1000
 AB1000                          SUPERSEDED SURVEY CONTROL
 AB1000
 AB1000  NGVD 29 (??/??/92)   11.398  (m)           37.39   (f) ADJ UNCH    1 2
 AB1000
 AB1000.Superseded values are not recommended for survey control.
 AB1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1000.See file dsdata.txt to determine how the superseded data were derived.
 AB1000
 AB1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ219351(NAD 83)
 AB1000_MARKER: DB = BENCH MARK DISK
 AB1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1000_STAMPING: R 673 1942
 AB1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1000+STABILITY: SURFACE MOTION
 AB1000
 AB1000  HISTORY     - Date     Condition        Report By
 AB1000  HISTORY     - 1942     MONUMENTED       CGS
 AB1000  HISTORY     - 1951     GOOD             NGS
 AB1000  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB1000  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB1000  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB1000  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB1000
 AB1000                          STATION DESCRIPTION
 AB1000
 AB1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB1000'3.5 MI N FROM RAYMONDVILLE.
 AB1000'3.5 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB1000'FROM THE STATION AT RAYMONDVILLE, 88 FEET EAST OF AND ACROSS THE TRACK
 AB1000'FROM THE FIRST POLE SOUTH OF MILEPOST 50, 49 FEET EAST OF THE EAST
 AB1000'RAIL, 38 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 1 FOOT EAST
 AB1000'OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 AB1000'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- NOW
 AB1000'THE SOUTHERN PACIFIC LINES.
 AB1000
 AB1000                          STATION RECOVERY (1981)
 AB1000
 AB1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1000'NOT RECOVERED, PROBABLY DESTROYED BY PLOWING.
 AB1000
 AB1000                          STATION RECOVERY (1987)
 AB1000
 AB1000'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB1000'MARK NOT FOUND.
 AB1000
 AB1000                          STATION RECOVERY (1988)
 AB1000
 AB1000'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJK)
 AB1000'MARK NOT FOUND.
 AB1000
 AB1000                          STATION RECOVERY (2004)
 AB1000
 AB1000'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0407 ***********************************************************************
 AB0407  DESIGNATION -  R 674
 AB0407  PID         -  AB0407
 AB0407  STATE/COUNTY-  TX/WILLACY
 AB0407  USGS QUAD   -  SANTA ROSA (1982)
 AB0407
 AB0407                         *CURRENT SURVEY CONTROL
 AB0407  ___________________________________________________________________
 AB0407* NAD 83(1986)-  26 21 25.     (N)    097 47 26.     (W)     SCALED    
 AB0407* NAVD 88     -        11.518  (meters)      37.79   (feet)  ADJUSTED  
 AB0407  ___________________________________________________________________
 AB0407  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AB0407  DYNAMIC HT  -          11.499 (meters)      37.73  (feet)  COMP
 AB0407  MODELED GRAV-     979,040.3   (mgal)                       NAVD 88
 AB0407
 AB0407  VERT ORDER  -  FIRST     CLASS II
 AB0407
 AB0407.The horizontal coordinates were scaled from a topographic map and have
 AB0407.an estimated accuracy of +/- 6 seconds.
 AB0407
 AB0407.The orthometric height was determined by differential leveling
 AB0407.and adjusted by the National Geodetic Survey in June 1991..
 AB0407.WARNING-Repeat measurements at this control monument indicate possible
 AB0407.vertical movement.
 AB0407
 AB0407.The geoid height was determined by GEOID03.
 AB0407
 AB0407.The dynamic height is computed by dividing the NAVD 88
 AB0407.geopotential number by the normal gravity value computed on the
 AB0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0407.degrees latitude (g = 980.6199 gals.).
 AB0407
 AB0407.The modeled gravity was interpolated from observed gravity values.
 AB0407
 AB0407;                    North         East    Units  Estimated Accuracy
 AB0407;SPC TX S     - 5,076,680.      370,810.      MT  (+/- 180 meters Scaled)
 AB0407
 AB0407                          SUPERSEDED SURVEY CONTROL
 AB0407
 AB0407  NGVD 29 (??/??/92)   11.593  (m)           38.03   (f) ADJ UNCH    1 2
 AB0407
 AB0407.Superseded values are not recommended for survey control.
 AB0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0407.See file dsdata.txt to determine how the superseded data were derived.
 AB0407
 AB0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ206157(NAD 83)
 AB0407_MARKER: DB = BENCH MARK DISK
 AB0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0407_SP_SET: CULVERT
 AB0407_STAMPING: R 674 1942
 AB0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0407
 AB0407  HISTORY     - Date     Condition        Report By
 AB0407  HISTORY     - 1942     MONUMENTED       CGS
 AB0407  HISTORY     - 1951     GOOD             NGS
 AB0407  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0407
 AB0407                          STATION DESCRIPTION
 AB0407
 AB0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0407'0.9 MI N FROM SEBASTIAN.
 AB0407'0.9 MILE NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0407'FROM THE STATION AT SEBASTIAN, 6 POLES SOUTH OF MILEPOST 38, 108 FEET
 AB0407'EAST OF THE EAST RAIL, 126 FEET SOUTH OF THE CENTER LINE OF FARM ROAD
 AB0407'1018, 18 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 77, SET IN THE
 AB0407'TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A 24 INCH
 AB0407'CONCRETE PIPE CULVERT.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0407
 AB0407                          STATION RECOVERY (1981)
 AB0407
 AB0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0407'NOT RECOVERED, CONSIDERED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0369 ***********************************************************************
 AB0369  DESIGNATION -  R 675
 AB0369  PID         -  AB0369
 AB0369  STATE/COUNTY-  TX/CAMERON
 AB0369  USGS QUAD   -  LA LEONA (1982)
 AB0369
 AB0369                         *CURRENT SURVEY CONTROL
 AB0369  ___________________________________________________________________
 AB0369* NAD 83(1986)-  26 15 30.     (N)    097 26 34.     (W)     SCALED    
 AB0369* NAVD 88     -         3.982  (meters)      13.06   (feet)  ADJUSTED  
 AB0369  ___________________________________________________________________
 AB0369  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 AB0369  DYNAMIC HT  -           3.976 (meters)      13.04  (feet)  COMP
 AB0369  MODELED GRAV-     979,059.4   (mgal)                       NAVD 88
 AB0369
 AB0369  VERT ORDER  -  SECOND    CLASS 0
 AB0369
 AB0369.The horizontal coordinates were scaled from a topographic map and have
 AB0369.an estimated accuracy of +/- 6 seconds.
 AB0369
 AB0369.The orthometric height was determined by differential leveling
 AB0369.and adjusted by the National Geodetic Survey in June 1991..
 AB0369
 AB0369.The geoid height was determined by GEOID03.
 AB0369
 AB0369.The dynamic height is computed by dividing the NAVD 88
 AB0369.geopotential number by the normal gravity value computed on the
 AB0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0369.degrees latitude (g = 980.6199 gals.).
 AB0369
 AB0369.The modeled gravity was interpolated from observed gravity values.
 AB0369
 AB0369;                    North         East    Units  Estimated Accuracy
 AB0369;SPC TX S     - 5,066,000.      405,610.      MT  (+/- 180 meters Scaled)
 AB0369
 AB0369                          SUPERSEDED SURVEY CONTROL
 AB0369
 AB0369  NGVD 29 (??/??/92)    4.086  (m)           13.41   (f) ADJ UNCH    2 0
 AB0369
 AB0369.Superseded values are not recommended for survey control.
 AB0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0369.See file dsdata.txt to determine how the superseded data were derived.
 AB0369
 AB0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ555052(NAD 83)
 AB0369_MARKER: DB = BENCH MARK DISK
 AB0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0369_STAMPING: R 675 1942
 AB0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0369+STABILITY: SURFACE MOTION
 AB0369
 AB0369  HISTORY     - Date     Condition        Report By
 AB0369  HISTORY     - 1942     MONUMENTED       CGS
 AB0369  HISTORY     - 1950     GOOD             NGS
 AB0369
 AB0369                          STATION DESCRIPTION
 AB0369
 AB0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0369'0.9 MI E FROM RIO HONDO.
 AB0369'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0369'HONDO, CAMERON COUNTY, 2.1 MILES EAST ALONG A PAVED ROAD, 3.0 MILES
 AB0369'NORTH ALONG FARM MARKET ROAD 106, 5.1 MILES EAST ALONG A ROAD.  400
 AB0369'FEET WEST OF A SMALL RANCH HOUSE, 48 FEET NORTH OF AND 1 FOOT LOWER
 AB0369'THAN THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A WHITE WOODEN WITNESS
 AB0369'POST, AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 AB0369'STAMPED R 675 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0369'0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0208 ***********************************************************************
 AB0208  DESIGNATION -  R 678
 AB0208  PID         -  AB0208
 AB0208  STATE/COUNTY-  TX/CAMERON
 AB0208  USGS QUAD   -  LOS FRESNOS (1983)
 AB0208
 AB0208                         *CURRENT SURVEY CONTROL
 AB0208  ___________________________________________________________________
 AB0208* NAD 83(1986)-  26 00 50.     (N)    097 24 52.     (W)     SCALED    
 AB0208* NAVD 88     -         3.069  (meters)      10.07   (feet)  ADJUSTED  
 AB0208  ___________________________________________________________________
 AB0208  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB0208  DYNAMIC HT  -           3.064 (meters)      10.05  (feet)  COMP
 AB0208  MODELED GRAV-     979,045.2   (mgal)                       NAVD 88
 AB0208
 AB0208  VERT ORDER  -  FIRST     CLASS II
 AB0208
 AB0208.The horizontal coordinates were scaled from a topographic map and have
 AB0208.an estimated accuracy of +/- 6 seconds.
 AB0208
 AB0208.The orthometric height was determined by differential leveling
 AB0208.and adjusted by the National Geodetic Survey in June 1991..
 AB0208
 AB0208.The geoid height was determined by GEOID03.
 AB0208
 AB0208.The dynamic height is computed by dividing the NAVD 88
 AB0208.geopotential number by the normal gravity value computed on the
 AB0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0208.degrees latitude (g = 980.6199 gals.).
 AB0208
 AB0208.The modeled gravity was interpolated from observed gravity values.
 AB0208
 AB0208;                    North         East    Units  Estimated Accuracy
 AB0208;SPC TX S     - 5,038,940.      408,670.      MT  (+/- 180 meters Scaled)
 AB0208
 AB0208                          SUPERSEDED SURVEY CONTROL
 AB0208
 AB0208.No superseded survey control is available for this station.
 AB0208
 AB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP586781(NAD 83)
 AB0208_MARKER: DB = BENCH MARK DISK
 AB0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0208_STAMPING: R 678 1942
 AB0208_MARK LOGO: CGS   
 AB0208_PROJECTION: PROJECTING 15 CENTIMETERS
 AB0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0208+STABILITY: SURFACE MOTION
 AB0208
 AB0208  HISTORY     - Date     Condition        Report By
 AB0208  HISTORY     - 1942     MONUMENTED       CGS
 AB0208  HISTORY     - 1951     GOOD             NGS
 AB0208  HISTORY     - 1982     GOOD             NGS
 AB0208  HISTORY     - 1987     GOOD             USPSQD
 AB0208  HISTORY     - 19910306 GOOD             USPSQD
 AB0208
 AB0208                          STATION DESCRIPTION
 AB0208
 AB0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0208'10.3 MI NE FROM BROWNSVILLE.
 AB0208'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION OF
 AB0208'U.S. HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE 0.6 MILE
 AB0208'NORTHEAST ALONG STATE HIGHWAY 48, 2.5 MILES NORTH ALONG A GRADED DIRT
 AB0208'ROAD, 4.8 MILES NORTHEAST ALONG THE PORT ISABEL ROAD, 9.8 MILES
 AB0208'SOUTHEAST OF LOS FRESNOS, 0.3 MILE NORTHEAST OF THE NORTHEAST EDGE OF
 AB0208'A MESQUITE THICKET, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2
 AB0208'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE
 AB0208'WOODEN WITNESS POST AND LEVEL WITH THE ROAD.  A STANDARD DISK, SET IN
 AB0208'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0208
 AB0208                          STATION RECOVERY (1951)
 AB0208
 AB0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0208'RECOVERED IN GOOD CONDITION.
 AB0208
 AB0208                          STATION RECOVERY (1982)
 AB0208
 AB0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0208'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0208'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB0208'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB0208'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE 4.0 KM
 AB0208'(2.5 MI) NORTH ALONG ROBINDALE ROAD, THENCE 2.6 KM (1.6 MI) NORTH
 AB0208'NORTHEAST ALONG OLD PORT ISABEL ROAD TO THE JUNCTION OF STATE HIGHWAY
 AB0208'511, THENCE 5.2 KM (3.25 MI) NORTH NORTHEAST ALONG OLD PORT ISABEL
 AB0208'ROAD AT A POINT ABOUT 0.1 KM (0.05 MI) SOUTH SOUTHWEST OF A HIGH
 AB0208'TENSION POWERLINE CROSSING, 0.2 KM (0.1 MI) NORTH NORTHEAST OF A TRACK
 AB0208'ROAD LEADING WEST, 9.7 METERS (32.0 FT) EAST SOUTHEAST OF THE CENTER
 AB0208'OF OLD PORT ISABEL ROAD, AND 1.0 METER (3.5 FT) NORTH OF A 4 X 4 INCH
 AB0208'WOODEN WITNESS POST.
 AB0208'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB0208'THE MARK IS ABOVE LEVEL WITH OLD PORT ISABEL ROAD.
 AB0208
 AB0208                          STATION RECOVERY (1987)
 AB0208
 AB0208'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0208'RECOVERED IN GOOD CONDITION.
 AB0208
 AB0208                          STATION RECOVERY (1991)
 AB0208
 AB0208'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0024 ***********************************************************************
 AB0024  DESIGNATION -  R 679
 AB0024  PID         -  AB0024
 AB0024  STATE/COUNTY-  TX/CAMERON
 AB0024  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0024
 AB0024                         *CURRENT SURVEY CONTROL
 AB0024  ___________________________________________________________________
 AB0024* NAD 83(1986)-  25 54 57.     (N)    097 27 15.     (W)     SCALED    
 AB0024* NAVD 88     -         8.338  (meters)      27.36   (feet)  ADJUSTED  
 AB0024  ___________________________________________________________________
 AB0024  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB0024  DYNAMIC HT  -           8.325 (meters)      27.31  (feet)  COMP
 AB0024  MODELED GRAV-     979,031.2   (mgal)                       NAVD 88
 AB0024
 AB0024  VERT ORDER  -  SECOND    CLASS 0
 AB0024
 AB0024.The horizontal coordinates were scaled from a topographic map and have
 AB0024.an estimated accuracy of +/- 6 seconds.
 AB0024
 AB0024.The orthometric height was determined by differential leveling
 AB0024.and adjusted by the National Geodetic Survey in June 1991..
 AB0024
 AB0024.The geoid height was determined by GEOID03.
 AB0024
 AB0024.The dynamic height is computed by dividing the NAVD 88
 AB0024.geopotential number by the normal gravity value computed on the
 AB0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0024.degrees latitude (g = 980.6199 gals.).
 AB0024
 AB0024.The modeled gravity was interpolated from observed gravity values.
 AB0024
 AB0024;                    North         East    Units  Estimated Accuracy
 AB0024;SPC TX S     - 5,028,040.      404,790.      MT  (+/- 180 meters Scaled)
 AB0024
 AB0024                          SUPERSEDED SURVEY CONTROL
 AB0024
 AB0024  NGVD 29 (??/??/92)    8.42   (m)           27.6    (f) COMPUTED    2 0
 AB0024
 AB0024.Superseded values are not recommended for survey control.
 AB0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0024.See file dsdata.txt to determine how the superseded data were derived.
 AB0024
 AB0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP548672(NAD 83)
 AB0024_MARKER: DB = BENCH MARK DISK
 AB0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0024_SP_SET: CULVERT
 AB0024_STAMPING: R 679 1942
 AB0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0024
 AB0024  HISTORY     - Date     Condition        Report By
 AB0024  HISTORY     - 1942     MONUMENTED       CGS
 AB0024  HISTORY     - 1950     GOOD             NGS
 AB0024  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0024
 AB0024                          STATION DESCRIPTION
 AB0024
 AB0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0024'3.2 MI NE FROM BROWNSVILLE.
 AB0024'TO REACH FROM THE INTERSECTION OF TEXAS STATE HIGHWAYS NO. 4(E 14TH
 AB0024'STREET) AND NO. 48(BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. ON
 AB0024'HIGHWAY NO. 4 FOR 0.8 MILE TO A CONCRETE CULVERT NEAR THE W. END OF A
 AB0024'CONCRETE FENCE AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY
 AB0024'IN THE CENTER OF THE TOP OF THE N. HEADWALL OF THE CULVERT. IT IS 15
 AB0024'FEET N. OF AND APPROXIMATELY 1.5 FT. ABOVE THE CENTERLINE OF THE
 AB0024'HIGHWAY.  A CAMERON COUNTY DISK SET IN DRILL HOLE.
 AB0024
 AB0024                          STATION RECOVERY (1990)
 AB0024
 AB0024'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0025 ***********************************************************************
 AB0025  DESIGNATION -  R 679 RESET 1964
 AB0025  PID         -  AB0025
 AB0025  STATE/COUNTY-  TX/CAMERON
 AB0025  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0025
 AB0025                         *CURRENT SURVEY CONTROL
 AB0025  ___________________________________________________________________
 AB0025* NAD 83(1986)-  25 54 57.     (N)    097 27 15.     (W)     SCALED    
 AB0025* NAVD 88     -         7.89   (meters)      25.9    (feet)  RESET     
 AB0025  ___________________________________________________________________
 AB0025  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB0025
 AB0025  VERT ORDER  -  THIRD
 AB0025
 AB0025.The horizontal coordinates were scaled from a topographic map and have
 AB0025.an estimated accuracy of +/- 6 seconds.
 AB0025
 AB0025.The orthometric height was computed from unverified reset data.
 AB0025
 AB0025.The geoid height was determined by GEOID03.
 AB0025
 AB0025;                    North         East    Units  Estimated Accuracy
 AB0025;SPC TX S     - 5,028,040.      404,790.      MT  (+/- 180 meters Scaled)
 AB0025
 AB0025                          SUPERSEDED SURVEY CONTROL
 AB0025
 AB0025  NGVD 29 (??/??/??)    7.98   (m)           26.2    (f) RESET       3  
 AB0025
 AB0025.Superseded values are not recommended for survey control.
 AB0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0025.See file dsdata.txt to determine how the superseded data were derived.
 AB0025
 AB0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP548672(NAD 83)
 AB0025_MARKER: DB = BENCH MARK DISK
 AB0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0025_SP_SET: CULVERT
 AB0025_STAMPING: R 679 RESET 1964
 AB0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0025
 AB0025  HISTORY     - Date     Condition        Report By
 AB0025  HISTORY     - 1964     MONUMENTED       CGS
 AB0025  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0025  HISTORY     - 19910327 MARK NOT FOUND   USPSQD
 AB0025
 AB0025                          STATION DESCRIPTION
 AB0025
 AB0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AB0025'3.2 MI NE FROM BROWNSVILLE.
 AB0025'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0025'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0025'HIGHWAY NUMBER 4 AND GO 3.2 MILES TO A CONCRETE CULVERT LOCATED
 AB0025'APPROXIMATELY THE CENTER OF A FOUR (4) DEGREE CURVE TO THE LEFT. BENCH
 AB0025'MARK IS SET HORIZONTALLY IN THE TOP OF A SLOTTED INLET LOCATED IN THE
 AB0025'NORTH CURB LINE OF STATE HIGHWAY NUMBER 4.
 AB0025
 AB0025                          STATION RECOVERY (1990)
 AB0025
 AB0025'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0025'MARK NOT FOUND.
 AB0025
 AB0025                          STATION RECOVERY (1991)
 AB0025
 AB0025'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0844 ***********************************************************************
 AB0844  DESIGNATION -  R 680
 AB0844  PID         -  AB0844
 AB0844  STATE/COUNTY-  TX/CAMERON
 AB0844  USGS QUAD   -  LA PALOMA (1970)
 AB0844
 AB0844                         *CURRENT SURVEY CONTROL
 AB0844  ___________________________________________________________________
 AB0844* NAD 83(1986)-  26 03 42.     (N)    097 39 02.     (W)     SCALED    
 AB0844* NAVD 88     -        12.309  (meters)      40.38   (feet)  ADJUSTED  
 AB0844  ___________________________________________________________________
 AB0844  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB0844  DYNAMIC HT  -          12.289 (meters)      40.32  (feet)  COMP
 AB0844  MODELED GRAV-     979,025.4   (mgal)                       NAVD 88
 AB0844
 AB0844  VERT ORDER  -  SECOND    CLASS 0
 AB0844
 AB0844.The horizontal coordinates were scaled from a topographic map and have
 AB0844.an estimated accuracy of +/- 6 seconds.
 AB0844
 AB0844.The orthometric height was determined by differential leveling
 AB0844.and adjusted by the National Geodetic Survey in June 1991..
 AB0844
 AB0844.The geoid height was determined by GEOID03.
 AB0844
 AB0844.The dynamic height is computed by dividing the NAVD 88
 AB0844.geopotential number by the normal gravity value computed on the
 AB0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0844.degrees latitude (g = 980.6199 gals.).
 AB0844
 AB0844.The modeled gravity was interpolated from observed gravity values.
 AB0844
 AB0844;                    North         East    Units  Estimated Accuracy
 AB0844;SPC TX S     - 5,044,050.      385,000.      MT  (+/- 180 meters Scaled)
 AB0844
 AB0844                          SUPERSEDED SURVEY CONTROL
 AB0844
 AB0844  NGVD 29 (??/??/92)   12.413  (m)           40.73   (f) ADJ UNCH    2 0
 AB0844
 AB0844.Superseded values are not recommended for survey control.
 AB0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0844.See file dsdata.txt to determine how the superseded data were derived.
 AB0844
 AB0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP349832(NAD 83)
 AB0844_MARKER: DB = BENCH MARK DISK
 AB0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0844_STAMPING: R 680 1942
 AB0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0844+STABILITY: SURFACE MOTION
 AB0844
 AB0844  HISTORY     - Date     Condition        Report By
 AB0844  HISTORY     - 1942     MONUMENTED       CGS
 AB0844  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0844  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0844
 AB0844                          STATION DESCRIPTION
 AB0844
 AB0844'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0844'6.5 MI S FROM SAN BENITO.
 AB0844'6.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AB0844'AT SAN BENITO, CAMERON COUNTY, 4.3 MILES SOUTHWEST ALONG A DIRT ROAD.
 AB0844'2.0 MILES NORTHEAST OF THE POST OFFICE AT LA PALOMA, AT THE SOUTH END
 AB0844'OF A LARGE CULTIVATED FIELD, 32 FEET NORTHWEST OF THE CENTERLINE OF
 AB0844'THE DIRT ROAD, 17 FEET SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD
 AB0844'LEADING NORTHWEST THROUGH THE FIELD, 17 FEET NORTHEAST OF AN
 AB0844'IRRIGATION DITCH, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND
 AB0844'LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 AB0844'FOOT ABOVE GROUND.
 AB0844
 AB0844                          STATION RECOVERY (1991)
 AB0844
 AB0844'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0897 ***********************************************************************
 AB0897  DESIGNATION -  R 681
 AB0897  PID         -  AB0897
 AB0897  STATE/COUNTY-  TX/CAMERON
 AB0897  USGS QUAD   -  LA PALOMA (1970)
 AB0897
 AB0897                         *CURRENT SURVEY CONTROL
 AB0897  ___________________________________________________________________
 AB0897* NAD 83(1986)-  26 03 08.     (N)    097 44 53.     (W)     SCALED    
 AB0897* NAVD 88     -        19.059  (meters)      62.53   (feet)  ADJUSTED  
 AB0897  ___________________________________________________________________
 AB0897  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AB0897  DYNAMIC HT  -          19.028 (meters)      62.43  (feet)  COMP
 AB0897  MODELED GRAV-     979,018.0   (mgal)                       NAVD 88
 AB0897
 AB0897  VERT ORDER  -  SECOND    CLASS 0
 AB0897
 AB0897.The horizontal coordinates were scaled from a topographic map and have
 AB0897.an estimated accuracy of +/- 6 seconds.
 AB0897
 AB0897.The orthometric height was determined by differential leveling
 AB0897.and adjusted by the National Geodetic Survey in June 1991..
 AB0897
 AB0897.The geoid height was determined by GEOID03.
 AB0897
 AB0897.The dynamic height is computed by dividing the NAVD 88
 AB0897.geopotential number by the normal gravity value computed on the
 AB0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0897.degrees latitude (g = 980.6199 gals.).
 AB0897
 AB0897.The modeled gravity was interpolated from observed gravity values.
 AB0897
 AB0897;                    North         East    Units  Estimated Accuracy
 AB0897;SPC TX S     - 5,042,940.      375,250.      MT  (+/- 180 meters Scaled)
 AB0897
 AB0897                          SUPERSEDED SURVEY CONTROL
 AB0897
 AB0897  NGVD 29 (??/??/92)   19.163  (m)           62.87   (f) ADJ UNCH    2 0
 AB0897
 AB0897.Superseded values are not recommended for survey control.
 AB0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0897.See file dsdata.txt to determine how the superseded data were derived.
 AB0897
 AB0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP252820(NAD 83)
 AB0897_MARKER: DD = SURVEY DISK
 AB0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0897_SP_SET: ABUTMENT
 AB0897_STAMPING: R 681 1942
 AB0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0897
 AB0897  HISTORY     - Date     Condition        Report By
 AB0897  HISTORY     - 1942     MONUMENTED
 AB0897  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0897  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0897  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0897
 AB0897                          STATION DESCRIPTION
 AB0897
 AB0897'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0897'3.2 MI W FROM LANDRUM.
 AB0897'3.2 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0897'LANDRUM, CAMERON COUNTY, 0.1 MILE WEST OF THE CROSSING OF THE MISSOURI
 AB0897'PACIFIC RAILROAD AT LOS INDIOS, 92.5 FEET NORTHWEST OF REA CO-OP POLE
 AB0897'NO. 15V125, AT A 60- FOOT CONCRETE BRIDGE, IN THE TOP OF THE SOUTH END
 AB0897'OF THE WEST ABUTMENT, 13.2 FEET SOUTH OF THE CENTERLINE OF THE
 AB0897'HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 AB0897
 AB0897                          STATION RECOVERY (1991)
 AB0897
 AB0897'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0897'MARK NOT FOUND.
 AB0897
 AB0897                          STATION RECOVERY (1993)
 AB0897
 AB0897'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0803 ***********************************************************************
 AB0803  DESIGNATION -  R 682
 AB0803  PID         -  AB0803
 AB0803  STATE/COUNTY-  TX/CAMERON
 AB0803  USGS QUAD   -  LA FERIA (1970)
 AB0803
 AB0803                         *CURRENT SURVEY CONTROL
 AB0803  ___________________________________________________________________
 AB0803* NAD 83(1986)-  26 07 44.     (N)    097 49 25.     (W)     SCALED    
 AB0803* NAVD 88     -        18.440  (meters)      60.50   (feet)  ADJUSTED  
 AB0803  ___________________________________________________________________
 AB0803  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AB0803  DYNAMIC HT  -          18.410 (meters)      60.40  (feet)  COMP
 AB0803  MODELED GRAV-     979,020.4   (mgal)                       NAVD 88
 AB0803
 AB0803  VERT ORDER  -  SECOND    CLASS 0
 AB0803
 AB0803.The horizontal coordinates were scaled from a topographic map and have
 AB0803.an estimated accuracy of +/- 6 seconds.
 AB0803
 AB0803.The orthometric height was determined by differential leveling
 AB0803.and adjusted by the National Geodetic Survey in June 1991..
 AB0803
 AB0803.The geoid height was determined by GEOID03.
 AB0803
 AB0803.The dynamic height is computed by dividing the NAVD 88
 AB0803.geopotential number by the normal gravity value computed on the
 AB0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0803.degrees latitude (g = 980.6199 gals.).
 AB0803
 AB0803.The modeled gravity was interpolated from observed gravity values.
 AB0803
 AB0803;                    North         East    Units  Estimated Accuracy
 AB0803;SPC TX S     - 5,051,390.      367,650.      MT  (+/- 180 meters Scaled)
 AB0803
 AB0803                          SUPERSEDED SURVEY CONTROL
 AB0803
 AB0803  NGVD 29 (??/??/92)   18.554  (m)           60.87   (f) ADJ UNCH    2 0
 AB0803
 AB0803.Superseded values are not recommended for survey control.
 AB0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0803.See file dsdata.txt to determine how the superseded data were derived.
 AB0803
 AB0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176904(NAD 83)
 AB0803_MARKER: DD = SURVEY DISK
 AB0803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0803_SP_SET: ABUTMENT
 AB0803_STAMPING: R 682 1942
 AB0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0803
 AB0803  HISTORY     - Date     Condition        Report By
 AB0803  HISTORY     - 1942     MONUMENTED
 AB0803  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0803  HISTORY     - 19910309 MARK NOT FOUND   USPSQD
 AB0803  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0803
 AB0803                          STATION DESCRIPTION
 AB0803
 AB0803'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0803'3.7 MI N FROM BLUETOWN.
 AB0803'3.7 MILES NORTH ALONG DUKES HIGHWAY FROM THE INTERSECTION OF U. S.
 AB0803'HIGHWAY 281 AT BLUETOWN, CAMERON COUNTY, AT A LARGE STEEL BRIDGE OVER
 AB0803'ARROYO COLORADO, IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT,
 AB0803'10.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 AB0803'HIGHWAY.
 AB0803
 AB0803                          STATION RECOVERY (1991)
 AB0803
 AB0803'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0803'MARK NOT FOUND.
 AB0803
 AB0803                          STATION RECOVERY (1993)
 AB0803
 AB0803'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0259 ***********************************************************************
 AE0259  DESIGNATION -  R 683
 AE0259  PID         -  AE0259
 AE0259  STATE/COUNTY-  TX/HIDALGO
 AE0259  USGS QUAD   -  SAN JUAN SE (1962)
 AE0259
 AE0259                         *CURRENT SURVEY CONTROL
 AE0259  ___________________________________________________________________
 AE0259* NAD 83(1986)-  26 04 59.     (N)    098 07 11.     (W)     SCALED    
 AE0259* NAVD 88     -        25.289  (meters)      82.97   (feet)  POSTED    
 AE0259  ___________________________________________________________________
 AE0259  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AE0259  DYNAMIC HT  -          25.250 (meters)      82.84  (feet)  COMP
 AE0259  MODELED GRAV-     978,989.0   (mgal)                       NAVD 88
 AE0259
 AE0259  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0259
 AE0259.The horizontal coordinates were scaled from a topographic map and have
 AE0259.an estimated accuracy of +/- 6 seconds.
 AE0259
 AE0259.The orthometric height was determined by differential leveling
 AE0259.and adjusted by the National Geodetic Survey in 1992..
 AE0259.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0259.rate of 0.0 thru 1.0 mm/km.
 AE0259
 AE0259.The geoid height was determined by GEOID03.
 AE0259
 AE0259.The dynamic height is computed by dividing the NAVD 88
 AE0259.geopotential number by the normal gravity value computed on the
 AE0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0259.degrees latitude (g = 980.6199 gals.).
 AE0259
 AE0259.The modeled gravity was interpolated from observed gravity values.
 AE0259
 AE0259;                    North         East    Units  Estimated Accuracy
 AE0259;SPC TX S     - 5,046,190.      338,050.      MT  (+/- 180 meters Scaled)
 AE0259
 AE0259                          SUPERSEDED SURVEY CONTROL
 AE0259
 AE0259  NGVD 29 (??/??/92)   25.406  (m)           83.35   (f) ADJ UNCH    2 0
 AE0259
 AE0259.Superseded values are not recommended for survey control.
 AE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0259.See file dsdata.txt to determine how the superseded data were derived.
 AE0259
 AE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP880851(NAD 83)
 AE0259_MARKER: DB = BENCH MARK DISK
 AE0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0259_STAMPING: R 683 1942
 AE0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0259+STABILITY: SURFACE MOTION
 AE0259
 AE0259  HISTORY     - Date     Condition        Report By
 AE0259  HISTORY     - 1942     MONUMENTED       CGS
 AE0259  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0259
 AE0259                          STATION DESCRIPTION
 AE0259
 AE0259'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0259'3.8 MI W FROM RAY PAUL.
 AE0259'3.8 MILES WEST ALONG MILITARY ROAD FROM RUN SCHOOL NO. 1 AT RAY PAUL,
 AE0259'HIDALGO COUNTY, 0.1 MILE SOUTHWEST OF A PINE CULVERT, 41 FEET
 AE0259'NORTHWEST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTHWEST OF THE
 AE0259'RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 AE0259'AND LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AE0259'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0746 ***********************************************************************
 AB0746  DESIGNATION -  R 684 RESET 1954
 AB0746  PID         -  AB0746
 AB0746  STATE/COUNTY-  TX/HIDALGO
 AB0746  USGS QUAD   -  EDCOUCH (1980)
 AB0746
 AB0746                         *CURRENT SURVEY CONTROL
 AB0746  ___________________________________________________________________
 AB0746* NAD 83(1986)-  26 17 13.     (N)    097 55 41.     (W)     SCALED    
 AB0746* NAVD 88     -        18.48   (meters)      60.6    (feet)  RESET     
 AB0746  ___________________________________________________________________
 AB0746  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AB0746
 AB0746  VERT ORDER  -  THIRD
 AB0746
 AB0746.The horizontal coordinates were scaled from a topographic map and have
 AB0746.an estimated accuracy of +/- 6 seconds.
 AB0746
 AB0746.The orthometric height was computed from unverified reset data.
 AB0746
 AB0746.The geoid height was determined by GEOID03.
 AB0746
 AB0746;                    North         East    Units  Estimated Accuracy
 AB0746;SPC TX S     - 5,068,850.      357,120.      MT  (+/- 180 meters Scaled)
 AB0746
 AB0746                          SUPERSEDED SURVEY CONTROL
 AB0746
 AB0746.No superseded survey control is available for this station.
 AB0746
 AB0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ070079(NAD 83)
 AB0746_MARKER: DB = BENCH MARK DISK
 AB0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0746_STAMPING: R 684 RESET 1954
 AB0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0746+STABILITY: SURFACE MOTION
 AB0746
 AB0746  HISTORY     - Date     Condition        Report By
 AB0746  HISTORY     - 1954     MONUMENTED       TXHD
 AB0746  HISTORY     - 1956     GOOD             USGS
 AB0746
 AB0746                          STATION DESCRIPTION
 AB0746
 AB0746'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0746'0.8 MI S FROM LA VILLA.
 AB0746'0.8 MILES SOUTH FROM DEPOT AT LA VILLA, HIDALGO COUNTY.  41 FEET EAST
 AB0746'AND 17 FEET NORTH OF DIRT ROAD CROSSING.  A STANDARD DISK SET IN THE
 AB0746'TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FEET.  STAMPED R 684 RESET
 AB0746'1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0391 ***********************************************************************
 AE0391  DESIGNATION -  R 685 RESET 1951
 AE0391  PID         -  AE0391
 AE0391  STATE/COUNTY-  TX/HIDALGO
 AE0391  USGS QUAD   -  LA JOYA (1982)
 AE0391
 AE0391                         *CURRENT SURVEY CONTROL
 AE0391  ___________________________________________________________________
 AE0391* NAD 83(1986)-  26 13 33.     (N)    098 26 28.     (W)     SCALED    
 AE0391* NAVD 88     -        37.15   (meters)     121.9    (feet)  RESET     
 AE0391  ___________________________________________________________________
 AE0391  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0391
 AE0391  VERT ORDER  -  THIRD
 AE0391
 AE0391.The horizontal coordinates were scaled from a topographic map and have
 AE0391.an estimated accuracy of +/- 6 seconds.
 AE0391
 AE0391.The orthometric height was computed from unverified reset data.
 AE0391
 AE0391.The geoid height was determined by GEOID03.
 AE0391
 AE0391;                    North         East    Units  Estimated Accuracy
 AE0391;SPC TX S     - 5,061,950.      305,880.      MT  (+/- 180 meters Scaled)
 AE0391
 AE0391                          SUPERSEDED SURVEY CONTROL
 AE0391
 AE0391.No superseded survey control is available for this station.
 AE0391
 AE0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ558008(NAD 83)
 AE0391_MARKER: DB = BENCH MARK DISK
 AE0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0391_STAMPING: R 685 RESET 1951
 AE0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0391+STABILITY: SURFACE MOTION
 AE0391
 AE0391  HISTORY     - Date     Condition        Report By
 AE0391  HISTORY     - 1951     MONUMENTED       TXHD
 AE0391  HISTORY     - 1951     GOOD             TXHD
 AE0391  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0391
 AE0391                          STATION DESCRIPTION
 AE0391
 AE0391'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0391'0.4 MI SE FROM PENITAS.
 AE0391'BENCH MARK IS ABOUT 0.4 MILE SOUTHEASTERLY ALONG THE OLD MILITARY ROAD
 AE0391'FROM THE MISSOURI PACIFIC RAILROAD STATION AT PENITAS.  IT IS ABOUT
 AE0391'0.1 MILE SOUTH OF THE TRACKS, 47.0 FEET EAST OF THE CENTERLINE OF A
 AE0391'NORTH-SOUTH ROAD, AND 33.0 FEET NORTHEAST OF THE CENTERLINE OF THE OLD
 AE0391'MILITARY ROAD, 3.0 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE CORNER, AND
 AE0391'3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AE0391'PROJECTS ABOUT 0.4 FOOT.  NOTE-- THIS MARK WAS RESET 7.5 FEET
 AE0391'NORTHEAST OF ITS ORIGINAL POSITION.  NOTE-- COULD BE COVERED BY DIRT.
 AE0391
 AE0391                          STATION RECOVERY (1961)
 AE0391
 AE0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0530 ***********************************************************************
 AE0530  DESIGNATION -  R 686
 AE0530  PID         -  AE0530
 AE0530  STATE/COUNTY-  TX/HIDALGO
 AE0530  USGS QUAD   -  ALTON (1963)
 AE0530
 AE0530                         *CURRENT SURVEY CONTROL
 AE0530  ___________________________________________________________________
 AE0530* NAD 83(1986)-  26 19 16.     (N)    098 20 48.     (W)     SCALED    
 AE0530* NAVD 88     -        56.351  (meters)     184.88   (feet)  ADJUSTED  
 AE0530  ___________________________________________________________________
 AE0530  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0530  DYNAMIC HT  -          56.258 (meters)     184.57  (feet)  COMP
 AE0530  MODELED GRAV-     979,000.8   (mgal)                       NAVD 88
 AE0530
 AE0530  VERT ORDER  -  SECOND    CLASS 0
 AE0530
 AE0530.The horizontal coordinates were scaled from a topographic map and have
 AE0530.an estimated accuracy of +/- 6 seconds.
 AE0530
 AE0530.The orthometric height was determined by differential leveling
 AE0530.and adjusted by the National Geodetic Survey in June 1991..
 AE0530
 AE0530.The geoid height was determined by GEOID03.
 AE0530
 AE0530.The dynamic height is computed by dividing the NAVD 88
 AE0530.geopotential number by the normal gravity value computed on the
 AE0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0530.degrees latitude (g = 980.6199 gals.).
 AE0530
 AE0530.The modeled gravity was interpolated from observed gravity values.
 AE0530
 AE0530;                    North         East    Units  Estimated Accuracy
 AE0530;SPC TX S     - 5,072,520.      315,310.      MT  (+/- 180 meters Scaled)
 AE0530
 AE0530                          SUPERSEDED SURVEY CONTROL
 AE0530
 AE0530  NGVD 29 (??/??/92)   56.450  (m)          185.20   (f) ADJ UNCH    2 0
 AE0530
 AE0530.Superseded values are not recommended for survey control.
 AE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0530.See file dsdata.txt to determine how the superseded data were derived.
 AE0530
 AE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ652114(NAD 83)
 AE0530_MARKER: DB = BENCH MARK DISK
 AE0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0530_STAMPING: R 686 1942
 AE0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0530+STABILITY: SURFACE MOTION
 AE0530
 AE0530  HISTORY     - Date     Condition        Report By
 AE0530  HISTORY     - 1942     MONUMENTED       CGS
 AE0530  HISTORY     - 1958     GOOD             DOD
 AE0530  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0530
 AE0530                          STATION DESCRIPTION
 AE0530
 AE0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0530'2.4 MI W FROM OBLATE.
 AE0530'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 107 AND THE SEVEN MILE
 AE0530'ROAD, (7.2 MILES NORTH OF MISSION) PROCEED 2.4 MILES WESTERLY ALONG
 AE0530'THE SEVEN MILE ROAD TO THE INTERSECTION OF A DIRT CROSS ROAD AND SITE
 AE0530'OF BENCH MARK.  BENCH MARK IS ON THE WEST BANK OF AN IRRIGATION DITCH.
 AE0530'IT IS 48.0 FEET EAST OF THE CENTERLINE OF A DIRT CROSS ROAD, 43.5
 AE0530'FEET NORTH OF AND ABOUT 2.5 FEET ABOVE THE CENTERLINE OF THE SEVEN
 AE0530'MILE ROAD, 7.6 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE LINED
 AE0530'IRRIGATION DITCH.  MONUMENT IS 2.0 FEET WEST OF A 4X4 INCH WHITE
 AE0530'WOODEN MARKER POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AE0530
 AE0530                          STATION RECOVERY (1958)
 AE0530
 AE0530'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 AE0530'RECOVERED IN GOOD CONDITION.
 AE0530
 AE0530                          STATION RECOVERY (1992)
 AE0530
 AE0530'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0758 ***********************************************************************
 AE0758  DESIGNATION -  R 687
 AE0758  PID         -  AE0758
 AE0758  STATE/COUNTY-  TX/STARR
 AE0758  USGS QUAD   -  VIBORAS (1993)
 AE0758
 AE0758                         *CURRENT SURVEY CONTROL
 AE0758  ___________________________________________________________________
 AE0758* NAD 83(1986)-  26 41 05.     (N)    098 51 10.     (W)     SCALED    
 AE0758* NAVD 88     -       119.699  (meters)     392.71   (feet)  ADJUSTED  
 AE0758  ___________________________________________________________________
 AE0758  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0758  DYNAMIC HT  -         119.503 (meters)     392.07  (feet)  COMP
 AE0758  MODELED GRAV-     979,004.8   (mgal)                       NAVD 88
 AE0758
 AE0758  VERT ORDER  -  SECOND    CLASS 0
 AE0758
 AE0758.The horizontal coordinates were scaled from a topographic map and have
 AE0758.an estimated accuracy of +/- 6 seconds.
 AE0758
 AE0758.The orthometric height was determined by differential leveling
 AE0758.and adjusted by the National Geodetic Survey in June 1991..
 AE0758
 AE0758.The geoid height was determined by GEOID03.
 AE0758
 AE0758.The dynamic height is computed by dividing the NAVD 88
 AE0758.geopotential number by the normal gravity value computed on the
 AE0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0758.degrees latitude (g = 980.6199 gals.).
 AE0758
 AE0758.The modeled gravity was interpolated from observed gravity values.
 AE0758
 AE0758;                    North         East    Units  Estimated Accuracy
 AE0758;SPC TX S     - 5,112,840.      264,890.      MT  (+/- 180 meters Scaled)
 AE0758
 AE0758                          SUPERSEDED SURVEY CONTROL
 AE0758
 AE0758  NGVD 29 (??/??/92)  119.750  (m)          392.88   (f) ADJ UNCH    2 0
 AE0758
 AE0758.Superseded values are not recommended for survey control.
 AE0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0758.See file dsdata.txt to determine how the superseded data were derived.
 AE0758
 AE0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ146515(NAD 83)
 AE0758_MARKER: DB = BENCH MARK DISK
 AE0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0758_STAMPING: R 687 1942
 AE0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0758+STABILITY: SURFACE MOTION
 AE0758
 AE0758  HISTORY     - Date     Condition        Report By
 AE0758  HISTORY     - 1942     MONUMENTED       CGS
 AE0758
 AE0758                          STATION DESCRIPTION
 AE0758
 AE0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0758'7.8 MI N FROM EL SAUZ.
 AE0758'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ, PROCEED 7.8 MILES NORTH
 AE0758'ALONG A GRAVEL ROAD TO A SMALL CULVERT UNDER ROAD AND SITE OF BENCH
 AE0758'MARK.  BENCH MARK IS 0.4 MILE NORTH OF THE JUAN DE DIOS GUERRA SCHOOL
 AE0758'BUILDING, 100.0 FEET NORTH OF THE CENTERLINE OF INTERSECTION OF A
 AE0758'TRAIL LEADING NORTHWEST.  IT IS 150.0 FEET SOUTH OF THE WEST END OF A
 AE0758'SMALL CULVERT UNDER ROAD, 30.0 FEET WEST OF AND ABOUT THE SAME
 AE0758'ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET
 AE0758'SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0554 ***********************************************************************
 AE0554  DESIGNATION -  R 688
 AE0554  PID         -  AE0554
 AE0554  STATE/COUNTY-  TX/HIDALGO
 AE0554  USGS QUAD   -  MC COOK (1963)
 AE0554
 AE0554                         *CURRENT SURVEY CONTROL
 AE0554  ___________________________________________________________________
 AE0554* NAD 83(1986)-  26 26 11.     (N)    098 25 21.     (W)     SCALED    
 AE0554* NAVD 88     -        97.546  (meters)     320.03   (feet)  ADJUSTED  
 AE0554  ___________________________________________________________________
 AE0554  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0554  DYNAMIC HT  -          97.385 (meters)     319.50  (feet)  COMP
 AE0554  MODELED GRAV-     979,002.4   (mgal)                       NAVD 88
 AE0554
 AE0554  VERT ORDER  -  SECOND    CLASS 0
 AE0554
 AE0554.The horizontal coordinates were scaled from a topographic map and have
 AE0554.an estimated accuracy of +/- 6 seconds.
 AE0554
 AE0554.The orthometric height was determined by differential leveling
 AE0554.and adjusted by the National Geodetic Survey in June 1991..
 AE0554
 AE0554.The geoid height was determined by GEOID03.
 AE0554
 AE0554.The dynamic height is computed by dividing the NAVD 88
 AE0554.geopotential number by the normal gravity value computed on the
 AE0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0554.degrees latitude (g = 980.6199 gals.).
 AE0554
 AE0554.The modeled gravity was interpolated from observed gravity values.
 AE0554
 AE0554;                    North         East    Units  Estimated Accuracy
 AE0554;SPC TX S     - 5,085,280.      307,730.      MT  (+/- 180 meters Scaled)
 AE0554
 AE0554                          SUPERSEDED SURVEY CONTROL
 AE0554
 AE0554  NGVD 29 (??/??/92)   97.636  (m)          320.33   (f) ADJ UNCH    2 0
 AE0554
 AE0554.Superseded values are not recommended for survey control.
 AE0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0554.See file dsdata.txt to determine how the superseded data were derived.
 AE0554
 AE0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ575241(NAD 83)
 AE0554_MARKER: DB = BENCH MARK DISK
 AE0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0554_STAMPING: R 688 1942
 AE0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0554+STABILITY: SURFACE MOTION
 AE0554
 AE0554  HISTORY     - Date     Condition        Report By
 AE0554  HISTORY     - 1942     MONUMENTED       CGS
 AE0554  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0554  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0554
 AE0554                          STATION DESCRIPTION
 AE0554
 AE0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0554'15.5 MI N FROM LA JOYA.
 AE0554'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0554'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0554'GRAVEL ROAD LEADING NORTH, THENCE 13.6 MILES NORTHERLY ALONG A GRAVEL
 AE0554'ROAD TO A RIGHT ANGLE TURN IN THE ROAD TO THE EAST, THENCE 1.9 MILE
 AE0554'EASTERLY TO AN OPEN FIELD AND SITE OF BENCH MARK.  BENCH MARK IS 0.2
 AE0554'MILE EAST OF THE SOUTHWEST CORNER OF AN OPEN FIELD.  IT IS 20.5 FEET
 AE0554'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD,
 AE0554'0.6 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  MONUMENT IS 2.2 FEET
 AE0554'WEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT
 AE0554'ABOVE THE GROUND.
 AE0554
 AE0554                          STATION RECOVERY (1962)
 AE0554
 AE0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0554'MARK NOT FOUND.
 AE0554
 AE0554                          STATION RECOVERY (1992)
 AE0554
 AE0554'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0363 ***********************************************************************
 AE0363  DESIGNATION -  R 689
 AE0363  PID         -  AE0363
 AE0363  STATE/COUNTY-  TX/HIDALGO
 AE0363  USGS QUAD   -  MISSION (1983)
 AE0363
 AE0363                         *CURRENT SURVEY CONTROL
 AE0363  ___________________________________________________________________
 AE0363* NAD 83(1986)-  26 12 25.     (N)    098 15 01.     (W)     SCALED    
 AE0363* NAVD 88     -        39.095  (meters)     128.26   (feet)  ADJUSTED  
 AE0363  ___________________________________________________________________
 AE0363  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE0363  DYNAMIC HT  -          39.030 (meters)     128.05  (feet)  COMP
 AE0363  MODELED GRAV-     978,993.3   (mgal)                       NAVD 88
 AE0363
 AE0363  VERT ORDER  -  FIRST     CLASS II
 AE0363
 AE0363.The horizontal coordinates were scaled from a topographic map and have
 AE0363.an estimated accuracy of +/- 6 seconds.
 AE0363
 AE0363.The orthometric height was determined by differential leveling
 AE0363.and adjusted by the National Geodetic Survey in June 1991..
 AE0363
 AE0363.The geoid height was determined by GEOID03.
 AE0363
 AE0363.The dynamic height is computed by dividing the NAVD 88
 AE0363.geopotential number by the normal gravity value computed on the
 AE0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0363.degrees latitude (g = 980.6199 gals.).
 AE0363
 AE0363.The modeled gravity was interpolated from observed gravity values.
 AE0363
 AE0363;                    North         East    Units  Estimated Accuracy
 AE0363;SPC TX S     - 5,059,890.      324,960.      MT  (+/- 180 meters Scaled)
 AE0363
 AE0363                          SUPERSEDED SURVEY CONTROL
 AE0363
 AE0363  NGVD 29 (??/??/92)   39.218  (m)          128.67   (f) ADJ UNCH    1 2
 AE0363
 AE0363.Superseded values are not recommended for survey control.
 AE0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0363.See file dsdata.txt to determine how the superseded data were derived.
 AE0363
 AE0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP749988(NAD 83)
 AE0363_MARKER: DB = BENCH MARK DISK
 AE0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0363_STAMPING: R689 1942
 AE0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0363+STABILITY: SURFACE MOTION
 AE0363
 AE0363  HISTORY     - Date     Condition        Report By
 AE0363  HISTORY     - 1942     MONUMENTED       CGS
 AE0363  HISTORY     - 1943     GOOD             NGS
 AE0363  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0363  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0363  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0363  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 AE0363
 AE0363                          STATION DESCRIPTION
 AE0363
 AE0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0363'1.0 MI W FROM MCALLEN.
 AE0363'BENCH MARK IS ABOUT 1.0 MILE WESTERLY ALONG THE MISSOURI PACIFIC
 AE0363'RAILROAD FROM THE STATION AT MCALLEN, ABOUT 78.0 FEET NORTH OF THE
 AE0363'CENTERLINE OF U.S. HIGHWAY NO. 83, AND 64.0 FEET WEST OF A TELEPHONE
 AE0363'POLE WITH TWO GUY WIRES.  IT IS 41.0 FEET SOUTH AND ABOUT 2.0 FEET
 AE0363'BELOW THE CENTERLINE OF THE TRACKS, ACROSS THE TRACKS FROM A SWITCH
 AE0363'STAND AND 2.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  A DISK SET
 AE0363'IN CONCRETE POST PROJECTING ABOUT 0.4 FOOT.
 AE0363
 AE0363                          STATION RECOVERY (1961)
 AE0363
 AE0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AE0363'MARK NOT FOUND.
 AE0363
 AE0363                          STATION RECOVERY (1987)
 AE0363
 AE0363'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0363'MARK NOT FOUND.
 AE0363
 AE0363                          STATION RECOVERY (1992)
 AE0363
 AE0363'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0363'MARK NOT FOUND.
 AE0363
 AE0363                          STATION RECOVERY (2004)
 AE0363
 AE0363'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0134 ***********************************************************************
 EO0134  DESIGNATION -  R 69
 EO0134  PID         -  EO0134
 EO0134  STATE/COUNTY-  TX/PARMER
 EO0134  USGS QUAD   -  LARIAT (1980)
 EO0134
 EO0134                         *CURRENT SURVEY CONTROL
 EO0134  ___________________________________________________________________
 EO0134* NAD 83(1986)-  34 20 22.     (N)    102 55 31.     (W)     SCALED    
 EO0134* NAVD 88     -      1225.569  (meters)    4020.89   (feet)  POSTED    
 EO0134  ___________________________________________________________________
 EO0134  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 EO0134  DYNAMIC HT  -        1223.970 (meters)    4015.64  (feet)  COMP
 EO0134  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 EO0134
 EO0134  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EO0134
 EO0134.The horizontal coordinates were scaled from a topographic map and have
 EO0134.an estimated accuracy of +/- 6 seconds.
 EO0134
 EO0134.The orthometric height was determined by differential leveling
 EO0134.and adjusted by the National Geodetic Survey in 1992..
 EO0134.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EO0134.rate of 1.1 thru 2.0 mm/km.
 EO0134
 EO0134.The geoid height was determined by GEOID03.
 EO0134
 EO0134.The dynamic height is computed by dividing the NAVD 88
 EO0134.geopotential number by the normal gravity value computed on the
 EO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0134.degrees latitude (g = 980.6199 gals.).
 EO0134
 EO0134.The modeled gravity was interpolated from observed gravity values.
 EO0134
 EO0134;                    North         East    Units  Estimated Accuracy
 EO0134;SPC TX N     - 1,038,600.       68,850.      MT  (+/- 180 meters Scaled)
 EO0134
 EO0134                          SUPERSEDED SURVEY CONTROL
 EO0134
 EO0134  NGVD 29 (??/??/92) 1224.969  (m)         4018.92   (f) ADJ UNCH    1 2
 EO0134
 EO0134.Superseded values are not recommended for survey control.
 EO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0134.See file dsdata.txt to determine how the superseded data were derived.
 EO0134
 EO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU908017(NAD 83)
 EO0134_MARKER: DB = BENCH MARK DISK
 EO0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0134_STAMPING: R 69 1930
 EO0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0134+STABILITY: SURFACE MOTION
 EO0134
 EO0134  HISTORY     - Date     Condition        Report By
 EO0134  HISTORY     - 1930     MONUMENTED       CGS
 EO0134  HISTORY     - 1934     GOOD             NGS
 EO0134  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0134
 EO0134                          STATION DESCRIPTION
 EO0134
 EO0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0134'8.0 MI SE FROM FARWELL.
 EO0134'8 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0134'FARWELL, PARMER COUNTY, ABOUT 1.6 MILES NORTHWEST OF LARIAT, AT
 EO0134'MILEPOST 8, 50 FEET SOUTHWEST OF THE TRACK, AND SET IN THE TOP OF A
 EO0134'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 EO0134
 EO0134                          STATION RECOVERY (1982)
 EO0134
 EO0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0134'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0192 ***********************************************************************
 BL0192  DESIGNATION -  R 690 RESET 1970
 BL0192  PID         -  BL0192
 BL0192  STATE/COUNTY-  TX/JEFFERSON
 BL0192  USGS QUAD   -  CHINA (1985)
 BL0192
 BL0192                         *CURRENT SURVEY CONTROL
 BL0192  ___________________________________________________________________
 BL0192* NAD 83(1986)-  30 02 41.     (N)    094 21 35.     (W)     SCALED    
 BL0192* NAVD 88     -        12.724  (meters)      41.75   (feet)  ADJUSTED  
 BL0192  ___________________________________________________________________
 BL0192  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0192  DYNAMIC HT  -          12.707 (meters)      41.69  (feet)  COMP
 BL0192  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 BL0192
 BL0192  VERT ORDER  -  FIRST     CLASS I
 BL0192
 BL0192.The horizontal coordinates were scaled from a topographic map and have
 BL0192.an estimated accuracy of +/- 6 seconds.
 BL0192
 BL0192.The orthometric height was determined by differential leveling
 BL0192.and adjusted by the National Geodetic Survey in June 1991..
 BL0192
 BL0192.The geoid height was determined by GEOID03.
 BL0192
 BL0192.The dynamic height is computed by dividing the NAVD 88
 BL0192.geopotential number by the normal gravity value computed on the
 BL0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0192.degrees latitude (g = 980.6199 gals.).
 BL0192
 BL0192.The modeled gravity was interpolated from observed gravity values.
 BL0192
 BL0192;                    North         East    Units  Estimated Accuracy
 BL0192;SPC TXSC     - 4,253,960.    1,047,380.      MT  (+/- 180 meters Scaled)
 BL0192
 BL0192                          SUPERSEDED SURVEY CONTROL
 BL0192
 BL0192  NGVD 29 (??/??/92)   12.737  (m)           41.79   (f) ADJ UNCH    1 1
 BL0192
 BL0192.Superseded values are not recommended for survey control.
 BL0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0192.See file dsdata.txt to determine how the superseded data were derived.
 BL0192
 BL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP689245(NAD 83)
 BL0192_MARKER: DB = BENCH MARK DISK
 BL0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0192_SP_SET: CULVERT
 BL0192_STAMPING: R 690 RESET 1970
 BL0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0192+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 BL0192
 BL0192  HISTORY     - Date     Condition        Report By
 BL0192  HISTORY     - 1970     MONUMENTED       NGS
 BL0192  HISTORY     - 1972     GOOD             NGS
 BL0192  HISTORY     - 19870829 GOOD             USPSQD
 BL0192  HISTORY     - 1988     GOOD             USPSQD
 BL0192  HISTORY     - 19900412 GOOD             USPSQD
 BL0192  HISTORY     - 19940423 GOOD             USPSQD
 BL0192  HISTORY     - 19990728 GOOD             USPSQD
 BL0192  HISTORY     - 20010331 GOOD             NGS
 BL0192  HISTORY     - 20010331 GOOD             NGS
 BL0192  HISTORY     - 20030310 GOOD             USPSQD
 BL0192  HISTORY     - 20050129 GOOD             USPSQD
 BL0192
 BL0192                          STATION DESCRIPTION
 BL0192
 BL0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0192'1.35 MI W FROM CHINA.
 BL0192'ABOUT 1.35 MILES WEST ALONG US HIGHWAY 90 FROM A PAVED ROAD
 BL0192'INTERSECTION, ALSO ABOUT 1.35 MILES WEST ALONG OLD NOME ROAD FROM THE
 BL0192'JUNCTION OF BROADWAY AT CHINA, 14.5 FEET SOUTH OF THE CENTER LINE OF
 BL0192'THE ROAD, ABOUT 100 YARDS NORTH OF HIGHWAY 90 SET IN THE TOP OF THE
 BL0192'WEST END OF THE SOUTH HEADWALL TO A 6-FOOT CONCRETE BOX CULVERT UNDER
 BL0192'THE ROAD AND ABOUT LEVEL WITH US HIGHWAY 90.
 BL0192
 BL0192                          STATION RECOVERY (1987)
 BL0192
 BL0192'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0192'RECOVERED IN GOOD CONDITION.
 BL0192
 BL0192                          STATION RECOVERY (1988)
 BL0192
 BL0192'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0192'RECOVERED IN GOOD CONDITION.
 BL0192
 BL0192                          STATION RECOVERY (1990)
 BL0192
 BL0192'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0192'RECOVERED IN GOOD CONDITION.
 BL0192
 BL0192                          STATION RECOVERY (1994)
 BL0192
 BL0192'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0192'RECOVERED IN GOOD CONDITION.
 BL0192
 BL0192                          STATION RECOVERY (1999)
 BL0192
 BL0192'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0192'RECOVERED IN GOOD CONDITION.
 BL0192
 BL0192                          STATION RECOVERY (2001)
 BL0192
 BL0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0192'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0192
 BL0192                          STATION RECOVERY (2001)
 BL0192
 BL0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0192'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0192
 BL0192                          STATION RECOVERY (2003)
 BL0192
 BL0192'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0192'RECOVERED IN GOOD CONDITION.
 BL0192
 BL0192                          STATION RECOVERY (2005)
 BL0192
 BL0192'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0999 ***********************************************************************
 CD0999  DESIGNATION -  R 6910=CUTOFF
 CD0999  PID         -  CD0999
 CD0999  STATE/COUNTY-  TX/HUDSPETH
 CD0999  USGS QUAD   -  PX FLAT (1973)
 CD0999
 CD0999                         *CURRENT SURVEY CONTROL
 CD0999  ___________________________________________________________________
 CD0999* NAD 83(1993)-  31 59 41.35913(N)    104 55 08.66498(W)     ADJUSTED  
 CD0999* NAVD 88     -      2120.     (meters)    6955.     (feet)  SCALED    
 CD0999  ___________________________________________________________________
 CD0999  LAPLACE CORR-           8.04  (seconds)                    DEFLEC99
 CD0999  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 CD0999
 CD0999  HORZ ORDER  -  FIRST
 CD0999
 CD0999.The horizontal coordinates were established by classical geodetic methods
 CD0999.and adjusted by the National Geodetic Survey in February 1996..
 CD0999
 CD0999.The orthometric height was scaled from a topographic map.
 CD0999
 CD0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0999
 CD0999.The geoid height was determined by GEOID03.
 CD0999
 CD0999;                    North         East     Units Scale Factor Converg.
 CD0999;SPC TX C     - 3,267,033.996   266,763.570   MT  1.00003185   -2 21 42.9
 CD0999;SPC TX C     -10,718,594.04    875,206.81   sFT  1.00003185   -2 21 42.9
 CD0999;SPC NM C     -   111,066.921   625,762.906   MT  1.00009500   +0 42 19.0
 CD0999;SPC NM C     -   364,392.06  2,053,023.80   sFT  1.00009500   +0 42 19.0
 CD0999;SPC NM E     -   110,443.810   109,653.057   MT  0.99994686   -0 18 37.3
 CD0999;SPC NM E     -   362,347.73    359,753.40   sFT  0.99994686   -0 18 37.3
 CD0999;UTM  13      - 3,539,864.609   507,644.361   MT  0.99960072   +0 02 34.4
 CD0999
 CD0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0999!SPC TX C     -   0.99967080  x   1.00003185  =   0.99970264
 CD0999!SPC NM C     -   0.99967080  x   1.00009500  =   0.99976577
 CD0999!SPC NM E     -   0.99967080  x   0.99994686  =   0.99961768
 CD0999!UTM  13      -   0.99967080  x   0.99960072  =   0.99927166
 CD0999
 CD0999|---------------------------------------------------------------------|
 CD0999| PID    Reference Object                     Distance      Geod. Az  |
 CD0999|                                                           dddmmss.s |
 CD0999| CH8731 CUTOFF RM                             6.827 METERS 11232     |
 CD0999| CH8730 CUTOFF AZ MK                                       1632546.7 |
 CD0999| CH8732 CUTOFF RM 2                           7.747 METERS 21706     |
 CD0999|---------------------------------------------------------------------|
 CD0999
 CD0999                          SUPERSEDED SURVEY CONTROL
 CD0999
 CD0999  NAD 83(1993)-  31 59 41.35914(N)    104 55 08.66493(W) AD(       ) 1
 CD0999  NAD 83(1986)-  31 59 41.36058(N)    104 55 08.66398(W) AD(       ) 1
 CD0999  NAD 27      -  31 59 40.94900(N)    104 55 06.84400(W) AD(       ) 1
 CD0999
 CD0999.Superseded values are not recommended for survey control.
 CD0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0999.See file dsdata.txt to determine how the superseded data were derived.
 CD0999
 CD0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER0764439865(NAD 83)
 CD0999_MARKER: DD = SURVEY DISK
 CD0999_SETTING: 66 = SET IN ROCK OUTCROP
 CD0999
 CD0999  HISTORY     - Date     Condition        Report By
 CD0999  HISTORY     - 1932     MONUMENTED       USGS
 CD0999  HISTORY     - 1943     GOOD             USGS
 CD0999  HISTORY     - 1943     GOOD             NGS
 CD0999
 CD0999                          STATION DESCRIPTION
 CD0999
 CD0999'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 CD0999'THE STATION IS LOCATED ON THE HIGHEST POINT OF BROKEN OFF MOUNTAIN,
 CD0999'ABOUT 11 MILES (AIRLINE) NW OF PINE SPRINGS, TEXAS AND JUST S OF
 CD0999'THE TEXAS-NEW MEXICO STATE LINE.
 CD0999'
 CD0999'THE STATION MARK IS A U.S.G.S. DISK SET IN A DRILL HOLE IN
 CD0999'OUTCROPPING BEDROCK.  IT IS STAMPED R 1932 6910.
 CD0999'
 CD0999'REFERENCE MARK 1 IS A U.S.G.S. REFERENCE DISK SET IN A DRILL
 CD0999'HOLE IN OUTCROPPING BEDROCK.  IT IS UNSTAMPED.
 CD0999'
 CD0999'REFERENCE MARK 2 IS A BRONZE REFERENCE-MARK DISK SET IN A
 CD0999'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CUTOFF NO 2
 CD0999'1943.
 CD0999'
 CD0999'THE AZIMUTH MARK IS ABOUT 0.3 MILE SSE OF THE STATION, ABOUT
 CD0999'40 FEET N OF THE EDGE OF THE CLIFF, NEAR A SMALL ROCK CAIRN.  IT
 CD0999'IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN OUTCROPPING
 CD0999'BEDROCK.  IT IS STAMPED CUTOFF 1943.
 CD0999'
 CD0999'TO REACH FROM THE COURTHOUSE IN CARLSBAD, NEW MEXICO, GO N ON
 CD0999'U.S. HIGHWAY 285 FOR 12.4 MILES TO GRADED ROAD LEFT.  TURN LEFT
 CD0999'AS PER SIGN EL PASO GAP AND KEEP ON MAIN-TRAVELED ROAD FOR 30.9
 CD0999'MILES TO ROAD LEFT, LEADING TO DARK CANYON.  CONTINUE STRAIGHT
 CD0999'AHEAD 10.8 MILES TO ROAD LEFT LEADING TO CARSONS SEEP.  KEEP
 CD0999'STRAIGHT AHEAD 3.4 MILES TO ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON
 CD0999'MAIN-TRAVELED ROAD 6.8 MILES TO RANCH ROAD RIGHT, THROUGH
 CD0999'GATE.  THIS POINT IS 0.3 MILE N OF THE SITE OF THE OLD EL PASO
 CD0999'GAP POST OFFICE.  TURN RIGHT THROUGH GATE AND FOLLOW RANCH ROAD
 CD0999'5.3 MILES TO PETE MOSSIERS RANCH HOUSE.  TURN LEFT
 CD0999'THROUGH WIRE GATE JUST E OF THE HOUSE AND CONTINUE ON TRACK
 CD0999'ROAD 2.6 MILES.  TURN SHARP LEFT ACROSS GRAVEL-BOTTOMED WASH
 CD0999'AND CONTINUE 0.7 MILE TO DIRT TANK.  PASS TO THE RIGHT OF TANK
 CD0999'AND CONTINUE FOR ABOUT 0.3 MILE TO FENCE AND WIRE GATE.  PASS
 CD0999'THROUGH GATE AND FOLLOW TRACK ROAD ABOUT 0.1 MILE TO FIRST DRAW
 CD0999'TO THE RIGHT.  LEAVE ROAD AND FOLLOW DRAW W TO POINT WHERE
 CD0999'DRAW TURNS S.  LEAVE DRAW AND CONTINUE W UP SLOPE ABOUT 0.6 MILE
 CD0999'TO A POINT JUST TO THE LEFT OF A PROMINENT CONE-SHAPED
 CD0999'PEAK.  FROM THIS POINT THE STATION IS ABOUT 2 MILES ALMOST DUE
 CD0999'W, ON THE HIGHEST POINT, ABOUT 0.3 MILE N OF A CLIFF OR
 CD0999'BROKEN-OFF PLACE IN THE MOUNTAIN.  THIS MOUNTAIN IS KNOWN
 CD0999'LOCALLY AS BROKEN OFF MOUNTAIN.
 CD0999'
 CD0999'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 CD0999'
 CD0999'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CD0999
 CD0999                          STATION RECOVERY (1943)
 CD0999
 CD0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CD0999'STATION MARK--USGS TABLET SET IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 CD0999'STAMPED ---R 1932 6910---.
 CD0999'
 CD0999'REFERENCE MARK---USGS REFERENCE DISK SET IN A DRILL HOLE IN
 CD0999'OUTCROPPING BEDROCK.  IT IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4054 ***********************************************************************
 AW4054  DESIGNATION -  R 692
 AW4054  PID         -  AW4054
 AW4054  STATE/COUNTY-  TX/BRAZORIA
 AW4054  USGS QUAD   -  ROSHARON (1974)
 AW4054
 AW4054                         *CURRENT SURVEY CONTROL
 AW4054  ___________________________________________________________________
 AW4054* NAD 83(1986)-  29 16 01.     (N)    095 27 27.     (W)     SCALED    
 AW4054* NAVD 88     -        13.37   (+/-2cm)      43.9    (feet)  VERTCON   
 AW4054  ___________________________________________________________________
 AW4054  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW4054
 AW4054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4054
 AW4054.The horizontal coordinates were scaled from a topographic map and have
 AW4054.an estimated accuracy of +/- 6 seconds.
 AW4054
 AW4054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4054.The vertical order pertains to the NGVD 29 superseded value.
 AW4054
 AW4054.The geoid height was determined by GEOID03.
 AW4054
 AW4054;                    North         East    Units  Estimated Accuracy
 AW4054;SPC TXSC     - 4,164,100.      944,190.      MT  (+/- 180 meters Scaled)
 AW4054
 AW4054                          SUPERSEDED SURVEY CONTROL
 AW4054
 AW4054  NGVD 29 (??/??/92)   13.38   (m)           43.9    (f) COMPUTED    2 0
 AW4054
 AW4054.Superseded values are not recommended for survey control.
 AW4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4054.See file dsdata.txt to determine how the superseded data were derived.
 AW4054
 AW4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN612400(NAD 83)
 AW4054_MARKER: DB = BENCH MARK DISK
 AW4054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4054_SP_SET: CULVERT
 AW4054_STAMPING: R 692 1942
 AW4054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4054+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4054
 AW4054  HISTORY     - Date     Condition        Report By
 AW4054  HISTORY     - 1942     MONUMENTED       CGS
 AW4054  HISTORY     - 20040312 GOOD             USPSQD
 AW4054
 AW4054                          STATION DESCRIPTION
 AW4054
 AW4054'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4054'6.05 MI S FROM ROSHARON.
 AW4054'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 6.05 MILES SOUTH
 AW4054'ALONG THE MISSOURI PACIFIC RAILROAD TO AN INTERSECTION OF A SIDE DIRT
 AW4054'ROAD LEADING EAST AND TO AN 8X4 FOOT CONCRETE HIGHWAY CULVERT AND TO
 AW4054'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END
 AW4054'OF THE WEST CONCRETE HEADWALL OF CULVERT.  IT IS 66.0 FEET EAST OF THE
 AW4054'CENTERLINE OF TRACK, ABOUT 15.0 FEET WEST OF AND LEVEL WITH THE
 AW4054'CENTERLINE OF HIGHWAY NO. 19, ABOUT 27.0 FEET NORTH OF THE CENTERLINE
 AW4054'OF SIDE ROAD LEADING EAST.
 AW4054
 AW4054                          STATION RECOVERY (2004)
 AW4054
 AW4054'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4054'GO TO N29 16 01.4 W095 27 26.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4055 ***********************************************************************
 AW4055  DESIGNATION -  R 692 RESET 1960
 AW4055  PID         -  AW4055
 AW4055  STATE/COUNTY-  TX/BRAZORIA
 AW4055  USGS QUAD   -  ROSHARON (1974)
 AW4055
 AW4055                         *CURRENT SURVEY CONTROL
 AW4055  ___________________________________________________________________
 AW4055* NAD 83(1986)-  29 16 01.     (N)    095 27 27.     (W)     SCALED    
 AW4055* NAVD 88     -        13.10   (+/-2cm)      43.0    (feet)  VERTCON   
 AW4055  ___________________________________________________________________
 AW4055  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW4055
 AW4055  VERT ORDER  -  THIRD (See Below)
 AW4055
 AW4055.The horizontal coordinates were scaled from a topographic map and have
 AW4055.an estimated accuracy of +/- 6 seconds.
 AW4055
 AW4055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4055.The vertical order pertains to the NGVD 29 superseded value.
 AW4055
 AW4055.The geoid height was determined by GEOID03.
 AW4055
 AW4055;                    North         East    Units  Estimated Accuracy
 AW4055;SPC TXSC     - 4,164,100.      944,190.      MT  (+/- 180 meters Scaled)
 AW4055
 AW4055                          SUPERSEDED SURVEY CONTROL
 AW4055
 AW4055  NGVD 29 (??/??/??)   13.11   (m)           43.0    (f) RESET       3  
 AW4055
 AW4055.Superseded values are not recommended for survey control.
 AW4055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4055.See file dsdata.txt to determine how the superseded data were derived.
 AW4055
 AW4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN612400(NAD 83)
 AW4055_MARKER: DB = BENCH MARK DISK
 AW4055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4055_SP_SET: CULVERT
 AW4055_STAMPING: R 692 RESET 1960
 AW4055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4055
 AW4055  HISTORY     - Date     Condition        Report By
 AW4055  HISTORY     - 1960     MONUMENTED       TXHD
 AW4055  HISTORY     - 1988     GOOD             USPSQD
 AW4055  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4055
 AW4055                          STATION DESCRIPTION
 AW4055
 AW4055'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 AW4055'6.05 MI S FROM ROSHARON.
 AW4055'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 6.05 MILES SOUTH
 AW4055'ALONG THE MISSOURI PACIFIC RAILROAD TO AN INTERSECTION OF A SIDE SHELL
 AW4055'ROAD LEADING EAST AND TO A 6 FEET BY 4 FEET CONCRETE HIGHWAY CULVERT
 AW4055'AND TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AW4055'CENTER OF THE WEST CONCRETE HEADWALL OF CULVERT.  IT IS 60 FEET EAST
 AW4055'OF THE CENTERLINE OF A RAILROAD TRACK, ABOUT 30 FEET WEST OF AND 0.8
 AW4055'FOOT BELOW THE CENTERLINE OF FARM TO MARKET HIGHWAY NO. 521, ABOUT 74
 AW4055'FEET NORTH OF THE CENTERLINE OF A SIDE ROAD LEADING EAST.
 AW4055
 AW4055                          STATION RECOVERY (1988)
 AW4055
 AW4055'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4055'RECOVERED IN GOOD CONDITION.
 AW4055
 AW4055                          STATION RECOVERY (2004)
 AW4055
 AW4055'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4055'GO TO N29 16 01.4 W095 27 26.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0153 ***********************************************************************
 AW0153  DESIGNATION -  R 693
 AW0153  PID         -  AW0153
 AW0153  STATE/COUNTY-  TX/BRAZORIA
 AW0153  USGS QUAD   -  PEARLAND (1995)
 AW0153
 AW0153                         *CURRENT SURVEY CONTROL
 AW0153  ___________________________________________________________________
 AW0153* NAD 83(1986)-  29 30 28.     (N)    095 16 14.     (W)     SCALED    
 AW0153* NAVD 88     -        12.891  (meters)      42.29   (feet)  ADJUSTED  
 AW0153  ___________________________________________________________________
 AW0153  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW0153  DYNAMIC HT  -          12.873 (meters)      42.23  (feet)  COMP
 AW0153  MODELED GRAV-     979,267.8   (mgal)                       NAVD 88
 AW0153
 AW0153  VERT ORDER  -  FIRST     CLASS I
 AW0153
 AW0153.The horizontal coordinates were scaled from a topographic map and have
 AW0153.an estimated accuracy of +/- 6 seconds.
 AW0153
 AW0153.The orthometric height was determined by differential leveling
 AW0153.and adjusted by the National Geodetic Survey in June 1991..
 AW0153
 AW0153.The geoid height was determined by GEOID03.
 AW0153
 AW0153.The dynamic height is computed by dividing the NAVD 88
 AW0153.geopotential number by the normal gravity value computed on the
 AW0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0153.degrees latitude (g = 980.6199 gals.).
 AW0153
 AW0153.The modeled gravity was interpolated from observed gravity values.
 AW0153
 AW0153;                    North         East    Units  Estimated Accuracy
 AW0153;SPC TXSC     - 4,191,340.      961,490.      MT  (+/- 180 meters Scaled)
 AW0153
 AW0153                          SUPERSEDED SURVEY CONTROL
 AW0153
 AW0153  NGVD 29 (12/23/87)   12.887  (m)           42.28   (f) ADJUSTED    1 1
 AW0153
 AW0153.Superseded values are not recommended for survey control.
 AW0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0153.See file dsdata.txt to determine how the superseded data were derived.
 AW0153
 AW0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN799663(NAD 83)
 AW0153_MARKER: DB = BENCH MARK DISK
 AW0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0153_SP_SET: CONCRETE POST
 AW0153_STAMPING: R 693 1942 C 894
 AW0153_MARK LOGO: CGS   
 AW0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0153+STABILITY: SURFACE MOTION
 AW0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0153+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0153
 AW0153  HISTORY     - Date     Condition        Report By
 AW0153  HISTORY     - 1942     MONUMENTED       CGS
 AW0153  HISTORY     - 1973     GOOD             NGS
 AW0153  HISTORY     - 1978     GOOD             NGS
 AW0153  HISTORY     - 1978     GOOD             NGS
 AW0153  HISTORY     - 1986     GOOD             NGS
 AW0153  HISTORY     - 1987     GOOD             USPSQD
 AW0153  HISTORY     - 1989     GOOD             USPSQD
 AW0153  HISTORY     - 1989     GOOD             USPSQD
 AW0153  HISTORY     - 1989     GOOD             USPSQD
 AW0153  HISTORY     - 1989     GOOD             USPSQD
 AW0153  HISTORY     - 20051009 GOOD             USPSQD
 AW0153  HISTORY     - 20060617 POOR             LJA
 AW0153
 AW0153                          STATION DESCRIPTION
 AW0153
 AW0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0153'4.0 MI S FROM PEARLAND.
 AW0153'4.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0153'THE STATION AT PEARLAND, 79.2 FEET NORTHEAST AND ACROSS A DITCH FROM
 AW0153'MILE POST 6, 46.7 FEET EAST OF THE EAST RAIL, 22 FEET SOUTHEAST OF A
 AW0153'TELEGRAPH POLE, 31.0 FEET SOUTH OF A 1 1/2-INCH GAS LINE VENT PIPE,
 AW0153'46.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TRESTLE, 1.1 FEET
 AW0153'WEST OF A FENCE, 0.6 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 AW0153'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND 5 FEET BELOW
 AW0153'THE TRACK.
 AW0153
 AW0153                          STATION RECOVERY (1978)
 AW0153
 AW0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0153'RECOVERED IN GOOD CONDITION.
 AW0153
 AW0153                          STATION RECOVERY (1978)
 AW0153
 AW0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0153'RECOVERED IN GOOD CONDITION.
 AW0153
 AW0153                          STATION RECOVERY (1986)
 AW0153
 AW0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0153'RECOVERED IN GOOD CONDITION.
 AW0153
 AW0153                          STATION RECOVERY (1987)
 AW0153
 AW0153'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0153'RECOVERED IN GOOD CONDITION.
 AW0153
 AW0153                          STATION RECOVERY (1989)
 AW0153
 AW0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0153'RECOVERED IN GOOD CONDITION.
 AW0153
 AW0153                          STATION RECOVERY (1989)
 AW0153
 AW0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0153'RECOVERED IN GOOD CONDITION.
 AW0153
 AW0153                          STATION RECOVERY (1989)
 AW0153
 AW0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0153'RECOVERED IN GOOD CONDITION.
 AW0153
 AW0153                          STATION RECOVERY (1989)
 AW0153
 AW0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0153'RECOVERED IN GOOD CONDITION.
 AW0153
 AW0153                          STATION RECOVERY (2005)
 AW0153
 AW0153'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0153'FROM THE JUNCTION OF CR 128 AND THE RAILROAD BY MARK AW0152 GO NORTH
 AW0153'ON THE DIRT ROAD ALONG SIDE THE RAILROAD TRACK TO THE MARK.
 AW0153'MEASUREMENTS FROM THE GAS LINE AND TRESTLE WERE GOOD.
 AW0153
 AW0153                          STATION RECOVERY (2006)
 AW0153
 AW0153'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2006 (RHC)
 AW0153'DISTURBED - MARKED KNOCKED OVER 20 DEGREES - NOT USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1224 ***********************************************************************
 AN1224  DESIGNATION -  R 694 RESET 1953
 AN1224  PID         -  AN1224
 AN1224  STATE/COUNTY-  TX/REFUGIO
 AN1224  USGS QUAD   -  WOODSBORO (1978)
 AN1224
 AN1224                         *CURRENT SURVEY CONTROL
 AN1224  ___________________________________________________________________
 AN1224* NAD 83(1986)-  28 13 39.     (N)    097 20 33.     (W)     SCALED    
 AN1224* NAVD 88     -        10.743  (meters)      35.25   (feet)  ADJUSTED  
 AN1224  ___________________________________________________________________
 AN1224  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN1224  DYNAMIC HT  -          10.727 (meters)      35.19  (feet)  COMP
 AN1224  MODELED GRAV-     979,150.5   (mgal)                       NAVD 88
 AN1224
 AN1224  VERT ORDER  -  FIRST     CLASS I
 AN1224
 AN1224.The horizontal coordinates were scaled from a topographic map and have
 AN1224.an estimated accuracy of +/- 6 seconds.
 AN1224
 AN1224.The orthometric height was determined by differential leveling
 AN1224.and adjusted by the National Geodetic Survey in June 1991..
 AN1224
 AN1224.The geoid height was determined by GEOID03.
 AN1224
 AN1224.The dynamic height is computed by dividing the NAVD 88
 AN1224.geopotential number by the normal gravity value computed on the
 AN1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1224.degrees latitude (g = 980.6199 gals.).
 AN1224
 AN1224.The modeled gravity was interpolated from observed gravity values.
 AN1224
 AN1224;                    North         East    Units  Estimated Accuracy
 AN1224;SPC TXSC     - 4,044,840.      762,690.      MT  (+/- 180 meters Scaled)
 AN1224
 AN1224                          SUPERSEDED SURVEY CONTROL
 AN1224
 AN1224  NGVD 29 (??/??/92)   10.907  (m)           35.78   (f) ADJ UNCH    1 1
 AN1224
 AN1224.Superseded values are not recommended for survey control.
 AN1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1224.See file dsdata.txt to determine how the superseded data were derived.
 AN1224
 AN1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS626235(NAD 83)
 AN1224_MARKER: DB = BENCH MARK DISK
 AN1224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1224_SP_SET: BRIDGE
 AN1224_STAMPING: R 694 RESET 1953
 AN1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1224
 AN1224  HISTORY     - Date     Condition        Report By
 AN1224  HISTORY     - 1953     MONUMENTED       TXHD
 AN1224  HISTORY     - 1978     GOOD             NGS
 AN1224  HISTORY     - 19990724 GOOD             USPSQD
 AN1224
 AN1224                          STATION DESCRIPTION
 AN1224
 AN1224'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1224'1.1 MI SW FROM WOODSBORO.
 AN1224'1.1 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1224'RAILWAY FROM THE STATION AT WOODSBORO, REFUGIO COUNTY, 3 POLES
 AN1224'SOUTHWEST OF MILEPOST 179, 90 FEET NORTHWEST OF THE CENTER LINE OF THE
 AN1224'TRACK, AT A 20-FOOT CONCRETE BRIDGE ON U.S. HIGHWAY 77 AT THE
 AN1224'NORTHEAST END OF THE SOUTHEAST HEAD WALL, 22 FEET SOUTHEAST OF THE
 AN1224'CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 AN1224'DISK, STAMPED R 694 RESET 1953.
 AN1224
 AN1224                          STATION RECOVERY (1978)
 AN1224
 AN1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1224'RECOVERED IN GOOD CONDITION.
 AN1224
 AN1224                          STATION RECOVERY (1999)
 AN1224
 AN1224'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0550 ***********************************************************************
 AN0550  DESIGNATION -  R 696
 AN0550  PID         -  AN0550
 AN0550  STATE/COUNTY-  TX/JACKSON
 AN0550  USGS QUAD   -  MANSON (1995)
 AN0550
 AN0550                         *CURRENT SURVEY CONTROL
 AN0550  ___________________________________________________________________
 AN0550* NAD 83(1986)-  28 53 12.     (N)    096 33 38.     (W)     SCALED    
 AN0550* NAVD 88     -        12.150  (meters)      39.86   (feet)  ADJUSTED  
 AN0550  ___________________________________________________________________
 AN0550  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0550  DYNAMIC HT  -          12.133 (meters)      39.81  (feet)  COMP
 AN0550  MODELED GRAV-     979,211.3   (mgal)                       NAVD 88
 AN0550
 AN0550  VERT ORDER  -  FIRST     CLASS I
 AN0550
 AN0550.The horizontal coordinates were scaled from a topographic map and have
 AN0550.an estimated accuracy of +/- 6 seconds.
 AN0550
 AN0550.The orthometric height was determined by differential leveling
 AN0550.and adjusted by the National Geodetic Survey in June 1991..
 AN0550
 AN0550.The geoid height was determined by GEOID03.
 AN0550
 AN0550.The dynamic height is computed by dividing the NAVD 88
 AN0550.geopotential number by the normal gravity value computed on the
 AN0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0550.degrees latitude (g = 980.6199 gals.).
 AN0550
 AN0550.The modeled gravity was interpolated from observed gravity values.
 AN0550
 AN0550;                    North         East    Units  Estimated Accuracy
 AN0550;SPC TXSC     - 4,119,220.      837,910.      MT  (+/- 180 meters Scaled)
 AN0550
 AN0550                          SUPERSEDED SURVEY CONTROL
 AN0550
 AN0550  NGVD 29 (??/??/92)   12.166  (m)           39.91   (f) ADJ UNCH    1 1
 AN0550
 AN0550.Superseded values are not recommended for survey control.
 AN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0550.See file dsdata.txt to determine how the superseded data were derived.
 AN0550
 AN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS378978(NAD 83)
 AN0550_MARKER: DB = BENCH MARK DISK
 AN0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0550_STAMPING: R 696 1943
 AN0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0550+STABILITY: SURFACE MOTION
 AN0550
 AN0550  HISTORY     - Date     Condition        Report By
 AN0550  HISTORY     - 1943     MONUMENTED       CGS
 AN0550  HISTORY     - 1972     GOOD             NGS
 AN0550
 AN0550                          STATION DESCRIPTION
 AN0550
 AN0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0550'4.5 MI N FROM LOLITA.
 AN0550'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0550'CROSSING OF FARM TO MARKET ROADS, NO. 1593 AND 616 AT LOLITA, THENCE
 AN0550'3.3 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 0.4 MILE WEST ALONG AN
 AN0550'ASPHALT ROAD, AT A CURVE IN THE ASPHALT ROAD, 50 FEET NORTH OF AND
 AN0550'ACROSS A SHELL ROAD FROM A POWER LINE POLE, 31 FEET NORTH OF THE
 AN0550'CENTER LINE OF A SHELL ROAD, 7 FEET NORTH OF A FENCE CORNER, 36 FEET
 AN0550'SOUTHWEST OF THE CENTER LINE OF ASPHALT ROAD, 0.5 FOOT EAST OF A FENCE
 AN0550'LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AN0550'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0617 ***********************************************************************
 AN0617  DESIGNATION -  R 697
 AN0617  PID         -  AN0617
 AN0617  STATE/COUNTY-  TX/VICTORIA
 AN0617  USGS QUAD   -  MARCADO CREEK (1995)
 AN0617
 AN0617                         *CURRENT SURVEY CONTROL
 AN0617  ___________________________________________________________________
 AN0617* NAD 83(1986)-  28 47 37.     (N)    096 46 22.     (W)     SCALED    
 AN0617* NAVD 88     -        14.96   (+/-2cm)      49.1    (feet)  VERTCON   
 AN0617  ___________________________________________________________________
 AN0617  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0617
 AN0617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0617
 AN0617.The horizontal coordinates were scaled from a topographic map and have
 AN0617.an estimated accuracy of +/- 6 seconds.
 AN0617
 AN0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0617.The vertical order pertains to the NGVD 29 superseded value.
 AN0617
 AN0617.The geoid height was determined by GEOID03.
 AN0617
 AN0617;                    North         East    Units  Estimated Accuracy
 AN0617;SPC TXSC     - 4,108,500.      817,420.      MT  (+/- 180 meters Scaled)
 AN0617
 AN0617                          SUPERSEDED SURVEY CONTROL
 AN0617
 AN0617  NGVD 29 (??/??/92)   15.07   (m)           49.4    (f) COMPUTED    2 0
 AN0617
 AN0617.Superseded values are not recommended for survey control.
 AN0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0617.See file dsdata.txt to determine how the superseded data were derived.
 AN0617
 AN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS173871(NAD 83)
 AN0617_MARKER: DB = BENCH MARK DISK
 AN0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0617_STAMPING: R 697 1943
 AN0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0617+STABILITY: SURFACE MOTION
 AN0617
 AN0617  HISTORY     - Date     Condition        Report By
 AN0617  HISTORY     - 1943     MONUMENTED       CGS
 AN0617
 AN0617                          STATION DESCRIPTION
 AN0617
 AN0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0617'9.5 MI SW FROM INEZ.
 AN0617'TO REACH FROM THE SCHOOL HOUSE AT INEZ, PROCEED 6.4 MILES SOUTHEAST
 AN0617'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL ROAD, LEADING TO
 AN0617'GUADALUPE, THENCE GO 3.1 MILES SOUTHWEST AND SITE OF BENCH MARK. BENCH
 AN0617'MARK IS 0.2 MILE NORTHEAST OF A FARM HOUSE.  IT IS 24.0 FEET NORTHWEST
 AN0617'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD, ABOUT 5.0 FEET
 AN0617'WEST OF A FENCE CORNER AND 3.0 FEET NORTHWEST OF THE RIGHT OF WAY
 AN0617'FENCE.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH WOODEN MARKER
 AN0617'POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0618 ***********************************************************************
 AN0618  DESIGNATION -  R 697 RESET 1961
 AN0618  PID         -  AN0618
 AN0618  STATE/COUNTY-  TX/VICTORIA
 AN0618  USGS QUAD   -  MARCADO CREEK (1995)
 AN0618
 AN0618                         *CURRENT SURVEY CONTROL
 AN0618  ___________________________________________________________________
 AN0618* NAD 83(1986)-  28 47 37.     (N)    096 46 23.     (W)     SCALED    
 AN0618* NAVD 88     -        14.96   (+/-2cm)      49.1    (feet)  VERTCON   
 AN0618  ___________________________________________________________________
 AN0618  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0618
 AN0618  VERT ORDER  -  THIRD (See Below)
 AN0618
 AN0618.The horizontal coordinates were scaled from a topographic map and have
 AN0618.an estimated accuracy of +/- 6 seconds.
 AN0618
 AN0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0618.The vertical order pertains to the NGVD 29 superseded value.
 AN0618
 AN0618.The geoid height was determined by GEOID03.
 AN0618
 AN0618;                    North         East    Units  Estimated Accuracy
 AN0618;SPC TXSC     - 4,108,500.      817,390.      MT  (+/- 180 meters Scaled)
 AN0618
 AN0618                          SUPERSEDED SURVEY CONTROL
 AN0618
 AN0618  NGVD 29 (??/??/??)   15.07   (m)           49.4    (f) RESET       3  
 AN0618
 AN0618.Superseded values are not recommended for survey control.
 AN0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0618.See file dsdata.txt to determine how the superseded data were derived.
 AN0618
 AN0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS173871(NAD 83)
 AN0618_MARKER: DB = BENCH MARK DISK
 AN0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0618_STAMPING: R 697 RESET 1961
 AN0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0618+STABILITY: SURFACE MOTION
 AN0618
 AN0618  HISTORY     - Date     Condition        Report By
 AN0618  HISTORY     - 1961     MONUMENTED       CGS
 AN0618
 AN0618                          STATION DESCRIPTION
 AN0618
 AN0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AN0618'5.2 MI SE FROM INEZ.
 AN0618'THIS MARK CAN BE REACHED FROM THE SCHOOL HOUSE AT INEZ, PROCEED 5.2
 AN0618'MILES SOUTHEAST ALONG FM HWY. 444 TO THE INTERSECTION OF A GRAVEL ROAD
 AN0618'LEADING WESTERLY TO GUADALUPE, THENCE GO 2.1 MILES SOUTHWEST TO THE
 AN0618'END OF FM HWY. 2545, THENCE GO 1.5 MILES SOUTHWEST TO SITE OF BENCH
 AN0618'MARK.  BENCH MARK IS 0.2 MILE NORTHEAST OF A FARM HOUSE.  IT IS 51.0
 AN0618'FEET NORTHWEST OF THE CENTERLINE OF FM HWY. 2545 AT STATION 139+57 AND
 AN0618'2.3 FEET BELOW THE CENTERLINE OF FM HWY. 2545, ABOUT 6.0 FEET
 AN0618'SOUTHWEST OF A FENCE CORNER AND 1.0 FOOT NORTHWEST OF THE RIGHT OF WAY
 AN0618'FENCE AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0968 ***********************************************************************
 AN0968  DESIGNATION -  R 698
 AN0968  PID         -  AN0968
 AN0968  STATE/COUNTY-  TX/VICTORIA
 AN0968  USGS QUAD   -  VICTORIA WEST (1987)
 AN0968
 AN0968                         *CURRENT SURVEY CONTROL
 AN0968  ___________________________________________________________________
 AN0968* NAD 83(1986)-  28 45 09.     (N)    097 02 40.     (W)     SCALED    
 AN0968* NAVD 88     -        27.76   (+/-2cm)      91.1    (feet)  VERTCON   
 AN0968  ___________________________________________________________________
 AN0968  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN0968
 AN0968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0968
 AN0968.The horizontal coordinates were scaled from a topographic map and have
 AN0968.an estimated accuracy of +/- 6 seconds.
 AN0968
 AN0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0968.The vertical order pertains to the NGVD 29 superseded value.
 AN0968
 AN0968.The geoid height was determined by GEOID03.
 AN0968
 AN0968;                    North         East    Units  Estimated Accuracy
 AN0968;SPC TXSC     - 4,103,470.      790,970.      MT  (+/- 180 meters Scaled)
 AN0968
 AN0968                          SUPERSEDED SURVEY CONTROL
 AN0968
 AN0968  NGVD 29 (??/??/92)   27.86   (m)           91.4    (f) COMPUTED    2 0
 AN0968
 AN0968.Superseded values are not recommended for survey control.
 AN0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0968.See file dsdata.txt to determine how the superseded data were derived.
 AN0968
 AN0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS909821(NAD 83)
 AN0968_MARKER: DB = BENCH MARK DISK
 AN0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0968_STAMPING: P 698 1943
 AN0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0968+STABILITY: SURFACE MOTION
 AN0968
 AN0968  HISTORY     - Date     Condition        Report By
 AN0968  HISTORY     - 1943     MONUMENTED       CGS
 AN0968  HISTORY     - 1960     MARK NOT FOUND   USGS
 AN0968  HISTORY     - 1962     GOOD             USGS
 AN0968  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0968
 AN0968                          STATION DESCRIPTION
 AN0968
 AN0968'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AN0968'4.85 MI SW FROM VICTORIA.
 AN0968'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0968'CITY HALL AT VICTORIA, VICTORIA COUNTY, THENCE 1.95 MILES SOUTH ALONG
 AN0968'U.S. HIGHWAY 77.  AT THE JUNCTION OF A ROAD LEADING NORTHEAST, 56 FEET
 AN0968'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 49.2 FEET NORTHEAST OF THE
 AN0968'CENTERLINE OF THE HIGHWAY 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 AN0968'3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  1 FOOT BELOW THE
 AN0968'HIGHWAY, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED P 698 1943
 AN0968'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AN0968'GROUND.  NOTE-- THE HIGHWAY HAS BEEN WIDENED AND CLEARED.
 AN0968
 AN0968                          STATION RECOVERY (1962)
 AN0968
 AN0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AN0968'RECOVERED IN GOOD CONDITION.
 AN0968
 AN0968                          STATION RECOVERY (1990)
 AN0968
 AN0968'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0007 ***********************************************************************
 DQ0007  DESIGNATION -  R 70
 DQ0007  PID         -  DQ0007
 DQ0007  STATE/COUNTY-  TX/LAMB
 DQ0007  USGS QUAD   -  ANTON (1985)
 DQ0007
 DQ0007                         *CURRENT SURVEY CONTROL
 DQ0007  ___________________________________________________________________
 DQ0007* NAD 83(1986)-  33 51 12.     (N)    102 13 47.     (W)     SCALED    
 DQ0007* NAVD 88     -      1047.372  (meters)    3436.25   (feet)  POSTED    
 DQ0007  ___________________________________________________________________
 DQ0007  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 DQ0007  DYNAMIC HT  -        1046.020 (meters)    3431.82  (feet)  COMP
 DQ0007  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 DQ0007
 DQ0007  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DQ0007
 DQ0007.The horizontal coordinates were scaled from a topographic map and have
 DQ0007.an estimated accuracy of +/- 6 seconds.
 DQ0007
 DQ0007.The orthometric height was determined by differential leveling
 DQ0007.and adjusted by the National Geodetic Survey in 1992..
 DQ0007.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DQ0007.rate of 0.0 thru 1.0 mm/km.
 DQ0007
 DQ0007.The geoid height was determined by GEOID03.
 DQ0007
 DQ0007.The dynamic height is computed by dividing the NAVD 88
 DQ0007.geopotential number by the normal gravity value computed on the
 DQ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0007.degrees latitude (g = 980.6199 gals.).
 DQ0007
 DQ0007.The modeled gravity was interpolated from observed gravity values.
 DQ0007
 DQ0007;                    North         East    Units  Estimated Accuracy
 DQ0007;SPC TXNC     - 2,248,620.      254,920.      MT  (+/- 180 meters Scaled)
 DQ0007
 DQ0007                          SUPERSEDED SURVEY CONTROL
 DQ0007
 DQ0007  NGVD 29 (??/??/92) 1046.935  (m)         3434.82   (f) ADJ UNCH    1 2
 DQ0007
 DQ0007.Superseded values are not recommended for survey control.
 DQ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0007.See file dsdata.txt to determine how the superseded data were derived.
 DQ0007
 DQ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT563493(NAD 83)
 DQ0007_MARKER: DB = BENCH MARK DISK
 DQ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0007_STAMPING: 3434.819 R 70 1930
 DQ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0007+STABILITY: SURFACE MOTION
 DQ0007
 DQ0007  HISTORY     - Date     Condition        Report By
 DQ0007  HISTORY     - 1930     MONUMENTED       CGS
 DQ0007  HISTORY     - 1934     GOOD             NGS
 DQ0007  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0007
 DQ0007                          STATION DESCRIPTION
 DQ0007
 DQ0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0007'4.5 MI N FROM ANTON.
 DQ0007'IN LAMB COUNTY, 4.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE
 DQ0007'RAILWAY FROM ANTON, HOCKLEY COUNTY, 0.5 MILE NORTH OF MILEPOST 61, 810
 DQ0007'FEET SOUTH OF BRIDGE 60A, 365 FEET NORTH OF A WHISTLE POST, 100 FEET
 DQ0007'SOUTH OF A RAIL RACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DQ0007'1 INCH ABOVE GROUND.
 DQ0007
 DQ0007                          STATION RECOVERY (1982)
 DQ0007
 DQ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0212 ***********************************************************************
 BO0212  DESIGNATION -  R 700 RESET 1966
 BO0212  PID         -  BO0212
 BO0212  STATE/COUNTY-  TX/CROCKETT
 BO0212  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0212
 BO0212                         *CURRENT SURVEY CONTROL
 BO0212  ___________________________________________________________________
 BO0212* NAD 83(1986)-  30 55 46.     (N)    101 09 51.     (W)     SCALED    
 BO0212* NAVD 88     -       768.75   (meters)    2522.1    (feet)  RESET     
 BO0212  ___________________________________________________________________
 BO0212  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 BO0212
 BO0212  VERT ORDER  -  THIRD
 BO0212
 BO0212.The horizontal coordinates were scaled from a topographic map and have
 BO0212.an estimated accuracy of +/- 6 seconds.
 BO0212
 BO0212.The orthometric height was computed from unverified reset data.
 BO0212
 BO0212.The geoid height was determined by GEOID03.
 BO0212
 BO0212;                    North         East    Units  Estimated Accuracy
 BO0212;SPC TX C     - 3,140,280.      620,600.      MT  (+/- 180 meters Scaled)
 BO0212
 BO0212                          SUPERSEDED SURVEY CONTROL
 BO0212
 BO0212.No superseded survey control is available for this station.
 BO0212
 BO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV932237(NAD 83)
 BO0212_MARKER: DB = BENCH MARK DISK
 BO0212_SETTING: 66 = SET IN ROCK OUTCROP
 BO0212_SP_SET: OUTCROP
 BO0212_STAMPING: R 700 RESET 1966
 BO0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0212+STABILITY: POSITION/ELEVATION WELL
 BO0212
 BO0212  HISTORY     - Date     Condition        Report By
 BO0212  HISTORY     - 1966     MONUMENTED       CGS
 BO0212  HISTORY     - 1967     GOOD             USGS
 BO0212
 BO0212                          STATION DESCRIPTION
 BO0212
 BO0212'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0212'16.0 MI N FROM OZONA.
 BO0212'ABOUT 16.0 MILES NORTH OF OZONA NATIONAL BANK, OZONA, TEXAS.  315 FEET
 BO0212'SOUTH AND 67 FEET WEST OF CENTER OF BRIDGE OVER BUCKHORN DRAW 184 FEET
 BO0212'SOUTH AND 17 FEET WEST OF FENCE CORNER ON WEST R/W FENCE. IN LIMESTONE
 BO0212'OUTCROP SET IN DRILL HOLE, A STANDARD C AND GS BRONZE DISK STAMPED R
 BO0212'700 RESET 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0181 ***********************************************************************
 BO0181  DESIGNATION -  R 701
 BO0181  PID         -  BO0181
 BO0181  STATE/COUNTY-  TX/CROCKETT
 BO0181  USGS QUAD   -  HUNT RANCH (1967)
 BO0181
 BO0181                         *CURRENT SURVEY CONTROL
 BO0181  ___________________________________________________________________
 BO0181* NAD 83(1986)-  30 34 07.     (N)    101 18 20.     (W)     SCALED    
 BO0181* NAVD 88     -       760.571  (meters)    2495.31   (feet)  ADJUSTED  
 BO0181  ___________________________________________________________________
 BO0181  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 BO0181  DYNAMIC HT  -         759.444 (meters)    2491.61  (feet)  COMP
 BO0181  MODELED GRAV-     979,134.6   (mgal)                       NAVD 88
 BO0181
 BO0181  VERT ORDER  -  FIRST     CLASS II
 BO0181
 BO0181.The horizontal coordinates were scaled from a topographic map and have
 BO0181.an estimated accuracy of +/- 6 seconds.
 BO0181
 BO0181.The orthometric height was determined by differential leveling
 BO0181.and adjusted by the National Geodetic Survey in June 1991..
 BO0181
 BO0181.The geoid height was determined by GEOID03.
 BO0181
 BO0181.The dynamic height is computed by dividing the NAVD 88
 BO0181.geopotential number by the normal gravity value computed on the
 BO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0181.degrees latitude (g = 980.6199 gals.).
 BO0181
 BO0181.The modeled gravity was interpolated from observed gravity values.
 BO0181
 BO0181;                    North         East    Units  Estimated Accuracy
 BO0181;SPC TX C     - 3,100,390.      606,740.      MT  (+/- 180 meters Scaled)
 BO0181
 BO0181                          SUPERSEDED SURVEY CONTROL
 BO0181
 BO0181  NGVD 29 (??/??/92)  760.362  (m)         2494.62   (f) ADJ UNCH    1 2
 BO0181
 BO0181.Superseded values are not recommended for survey control.
 BO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0181.See file dsdata.txt to determine how the superseded data were derived.
 BO0181
 BO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU788840(NAD 83)
 BO0181_MARKER: DB = BENCH MARK DISK
 BO0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0181_STAMPING: R 701 1942
 BO0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0181+STABILITY: SURFACE MOTION
 BO0181
 BO0181  HISTORY     - Date     Condition        Report By
 BO0181  HISTORY     - 1942     MONUMENTED       CGS
 BO0181
 BO0181                          STATION DESCRIPTION
 BO0181
 BO0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0181'14.8 MI S FROM OZONA.
 BO0181'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0181'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0181'ABOUT 10.2 MILES SOUTH ALONG A DIRT ROAD, 42.8 FEET NORTHWEST OF THE
 BO0181'CENTER LINE OF THE DIRT ROAD, 82.7 FEET SOUTHWEST OF A TELEPHONE POLE,
 BO0181'138.0 FEET NORTHEAST OF A TELEPHONE POLE AND IN LINE WITH THE POLES,
 BO0181'1.8 FEET SOUTHEAST OF A WIRE FENCE, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0281 ***********************************************************************
 BO0281  DESIGNATION -  R 702
 BO0281  PID         -  BO0281
 BO0281  STATE/COUNTY-  TX/CROCKETT
 BO0281  USGS QUAD   -  ANTONE CANYON (1970)
 BO0281
 BO0281                         *CURRENT SURVEY CONTROL
 BO0281  ___________________________________________________________________
 BO0281* NAD 83(1986)-  30 19 27.     (N)    101 31 27.     (W)     SCALED    
 BO0281* NAVD 88     -       560.707  (meters)    1839.59   (feet)  ADJUSTED  
 BO0281  ___________________________________________________________________
 BO0281  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 BO0281  DYNAMIC HT  -         559.877 (meters)    1836.86  (feet)  COMP
 BO0281  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 BO0281
 BO0281  VERT ORDER  -  FIRST     CLASS II
 BO0281
 BO0281.The horizontal coordinates were scaled from a topographic map and have
 BO0281.an estimated accuracy of +/- 6 seconds.
 BO0281
 BO0281.The orthometric height was determined by differential leveling
 BO0281.and adjusted by the National Geodetic Survey in June 1991..
 BO0281
 BO0281.The geoid height was determined by GEOID03.
 BO0281
 BO0281.The dynamic height is computed by dividing the NAVD 88
 BO0281.geopotential number by the normal gravity value computed on the
 BO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0281.degrees latitude (g = 980.6199 gals.).
 BO0281
 BO0281.The modeled gravity was interpolated from observed gravity values.
 BO0281
 BO0281;                    North         East    Units  Estimated Accuracy
 BO0281;SPC TX C     - 3,073,500.      585,480.      MT  (+/- 180 meters Scaled)
 BO0281
 BO0281                          SUPERSEDED SURVEY CONTROL
 BO0281
 BO0281  NGVD 29 (??/??/92)  560.549  (m)         1839.07   (f) ADJ UNCH    1 2
 BO0281
 BO0281.Superseded values are not recommended for survey control.
 BO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0281.See file dsdata.txt to determine how the superseded data were derived.
 BO0281
 BO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU573574(NAD 83)
 BO0281_MARKER: DB = BENCH MARK DISK
 BO0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0281_STAMPING: R 702 1942
 BO0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0281+STABILITY: SURFACE MOTION
 BO0281
 BO0281  HISTORY     - Date     Condition        Report By
 BO0281  HISTORY     - 1942     MONUMENTED       CGS
 BO0281  HISTORY     - 1970     GOOD             USGS
 BO0281
 BO0281                          STATION DESCRIPTION
 BO0281
 BO0281'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BO0281'10.5 MI N FROM PANDALE.
 BO0281'ABOUT 10.5 MILES NORTH ALONG COUNTY AND STATE ROADS FROM THE ABANDONED
 BO0281'SCHOOLHOUSE IN PANDALE, VAL VERDE COUNTY, ABOUT 3.0 MILES NORTH OF THE
 BO0281'COUNTY LINE.  800 FEET EAST OF STATE ROAD 2083, ON THE BLAKENEY RANCH
 BO0281'825 FEET NORTH OF A FENCE AND 75 FEET WEST OF THE ABANDONED COUNTY
 BO0281'ROAD.  A STANDARD DISK, STAMPED R 702 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0304 ***********************************************************************
 BO0304  DESIGNATION -  R 703
 BO0304  PID         -  BO0304
 BO0304  STATE/COUNTY-  TX/VAL VERDE
 BO0304  USGS QUAD   -  LITTLE FIELDER DRAW (1970)
 BO0304
 BO0304                         *CURRENT SURVEY CONTROL
 BO0304  ___________________________________________________________________
 BO0304* NAD 83(1986)-  30 02 04.     (N)    101 34 24.     (W)     SCALED    
 BO0304* NAVD 88     -       567.883  (meters)    1863.13   (feet)  ADJUSTED  
 BO0304  ___________________________________________________________________
 BO0304  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BO0304  DYNAMIC HT  -         567.044 (meters)    1860.38  (feet)  COMP
 BO0304  MODELED GRAV-     979,147.7   (mgal)                       NAVD 88
 BO0304
 BO0304  VERT ORDER  -  FIRST     CLASS II
 BO0304
 BO0304.The horizontal coordinates were scaled from a topographic map and have
 BO0304.an estimated accuracy of +/- 6 seconds.
 BO0304
 BO0304.The orthometric height was determined by differential leveling
 BO0304.and adjusted by the National Geodetic Survey in June 1991..
 BO0304
 BO0304.The geoid height was determined by GEOID03.
 BO0304
 BO0304.The dynamic height is computed by dividing the NAVD 88
 BO0304.geopotential number by the normal gravity value computed on the
 BO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0304.degrees latitude (g = 980.6199 gals.).
 BO0304
 BO0304.The modeled gravity was interpolated from observed gravity values.
 BO0304
 BO0304;                    North         East    Units  Estimated Accuracy
 BO0304;SPC TXSC     - 4,246,680.      351,830.      MT  (+/- 180 meters Scaled)
 BO0304
 BO0304                          SUPERSEDED SURVEY CONTROL
 BO0304
 BO0304  NGVD 29 (??/??/92)  567.746  (m)         1862.68   (f) ADJ UNCH    1 2
 BO0304
 BO0304.Superseded values are not recommended for survey control.
 BO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0304.See file dsdata.txt to determine how the superseded data were derived.
 BO0304
 BO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU518253(NAD 83)
 BO0304_MARKER: DB = BENCH MARK DISK
 BO0304_SETTING: 66 = SET IN ROCK OUTCROP
 BO0304_SP_SET: OUTCROP
 BO0304_STAMPING: R 703 1942
 BO0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0304+STABILITY: POSITION/ELEVATION WELL
 BO0304
 BO0304  HISTORY     - Date     Condition        Report By
 BO0304  HISTORY     - 1942     MONUMENTED       CGS
 BO0304  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0304
 BO0304                          STATION DESCRIPTION
 BO0304
 BO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0304'13.65 MI S FROM PANDALE.
 BO0304'THIS MARK IS ABOUT 13.65 MILES SOUTH ALONG A DIRT ROAD FROM THE
 BO0304'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 72.7 FEET WEST OF THE CENTER
 BO0304'LINE OF THE DIRT ROAD, 43.6 FEET WEST OF A WIRE FENCE WHICH RUNS
 BO0304'PARALLEL WITH THE ROAD, 14.2 FEET SOUTH OF A MOUNTAIN LAUREL TREE, SET
 BO0304'IN THE TOP OF A FLAT ROCK OUTCROP AND SURROUND BY A CIRCLE OF ROCKS,
 BO0304'ABOUT 1.5 FEET HIGHER THAN THE ROAD.
 BO0304
 BO0304                          STATION RECOVERY (1999)
 BO0304
 BO0304'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0489 ***********************************************************************
 CD0489  DESIGNATION -  R 704
 CD0489  PID         -  CD0489
 CD0489  STATE/COUNTY-  TX/HUDSPETH
 CD0489  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0489
 CD0489                         *CURRENT SURVEY CONTROL
 CD0489  ___________________________________________________________________
 CD0489* NAD 83(1986)-  31 12 58.     (N)    105 20 00.     (W)     SCALED    
 CD0489* NAVD 88     -      1380.804  (meters)    4530.19   (feet)  ADJUSTED  
 CD0489  ___________________________________________________________________
 CD0489  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CD0489  DYNAMIC HT  -        1378.598 (meters)    4522.95  (feet)  COMP
 CD0489  MODELED GRAV-     978,994.7   (mgal)                       NAVD 88
 CD0489
 CD0489  VERT ORDER  -  FIRST     CLASS II
 CD0489
 CD0489.The horizontal coordinates were scaled from a topographic map and have
 CD0489.an estimated accuracy of +/- 6 seconds.
 CD0489
 CD0489.The orthometric height was determined by differential leveling
 CD0489.and adjusted by the National Geodetic Survey in June 1991..
 CD0489
 CD0489.The geoid height was determined by GEOID03.
 CD0489
 CD0489.The dynamic height is computed by dividing the NAVD 88
 CD0489.geopotential number by the normal gravity value computed on the
 CD0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0489.degrees latitude (g = 980.6199 gals.).
 CD0489
 CD0489.The modeled gravity was interpolated from observed gravity values.
 CD0489
 CD0489;                    North         East    Units  Estimated Accuracy
 CD0489;SPC TX C     - 3,182,470.      223,770.      MT  (+/- 180 meters Scaled)
 CD0489
 CD0489                          SUPERSEDED SURVEY CONTROL
 CD0489
 CD0489  NGVD 29 (??/??/92) 1380.202  (m)         4528.21   (f) ADJ UNCH    1 2
 CD0489
 CD0489.Superseded values are not recommended for survey control.
 CD0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0489.See file dsdata.txt to determine how the superseded data were derived.
 CD0489
 CD0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ682536(NAD 83)
 CD0489_MARKER: DB = BENCH MARK DISK
 CD0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0489_STAMPING: R 704 1942
 CD0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0489+STABILITY: SURFACE MOTION
 CD0489
 CD0489  HISTORY     - Date     Condition        Report By
 CD0489  HISTORY     - 1942     MONUMENTED       CGS
 CD0489  HISTORY     - 1958     GOOD             NGS
 CD0489
 CD0489                          STATION DESCRIPTION
 CD0489
 CD0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0489'3.9 MI N FROM SIERRA BLANCA.
 CD0489'ABOUT 3.9 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0489'RAILROAD STATION AT SIERRA BLANCA, 49 FEET EAST OF THE CENTER LINE OF
 CD0489'THE ROAD, 35 FEET NORTH OF A TELEPHONE POLE, 75 FEET SOUTH OF A
 CD0489'CONCRETE RIGHT OF WAY MARKER, 1 1/2 FEET WEST OF A FENCE, 2 FEET NORTH
 CD0489'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 CD0489'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0443 ***********************************************************************
 CD0443  DESIGNATION -  R 705
 CD0443  PID         -  CD0443
 CD0443  STATE/COUNTY-  TX/HUDSPETH
 CD0443  USGS QUAD   -  SCRATCH RANCH (1984)
 CD0443
 CD0443                         *CURRENT SURVEY CONTROL
 CD0443  ___________________________________________________________________
 CD0443* NAD 83(1986)-  31 34 14.     (N)    105 21 20.     (W)     SCALED    
 CD0443* NAVD 88     -      1302.840  (meters)    4274.40   (feet)  ADJUSTED  
 CD0443  ___________________________________________________________________
 CD0443  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0443  DYNAMIC HT  -        1300.829 (meters)    4267.80  (feet)  COMP
 CD0443  MODELED GRAV-     979,051.3   (mgal)                       NAVD 88
 CD0443
 CD0443  VERT ORDER  -  FIRST     CLASS II
 CD0443
 CD0443.The horizontal coordinates were scaled from a topographic map and have
 CD0443.an estimated accuracy of +/- 6 seconds.
 CD0443
 CD0443.The orthometric height was determined by differential leveling
 CD0443.and adjusted by the National Geodetic Survey in June 1991..
 CD0443
 CD0443.The geoid height was determined by GEOID03.
 CD0443
 CD0443.The dynamic height is computed by dividing the NAVD 88
 CD0443.geopotential number by the normal gravity value computed on the
 CD0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0443.degrees latitude (g = 980.6199 gals.).
 CD0443
 CD0443.The modeled gravity was interpolated from observed gravity values.
 CD0443
 CD0443;                    North         East    Units  Estimated Accuracy
 CD0443;SPC TX C     - 3,221,820.      223,430.      MT  (+/- 180 meters Scaled)
 CD0443
 CD0443                          SUPERSEDED SURVEY CONTROL
 CD0443
 CD0443  NGVD 29 (??/??/92) 1302.267  (m)         4272.52   (f) ADJ UNCH    1 2
 CD0443
 CD0443.Superseded values are not recommended for survey control.
 CD0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0443.See file dsdata.txt to determine how the superseded data were derived.
 CD0443
 CD0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ662928(NAD 83)
 CD0443_MARKER: DB = BENCH MARK DISK
 CD0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0443_STAMPING: R 705 1942
 CD0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0443+STABILITY: SURFACE MOTION
 CD0443
 CD0443  HISTORY     - Date     Condition        Report By
 CD0443  HISTORY     - 1942     MONUMENTED       CGS
 CD0443  HISTORY     - 1958     GOOD             NGS
 CD0443
 CD0443                          STATION DESCRIPTION
 CD0443
 CD0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0443'29.05 MI N FROM SIERRA BLANCA.
 CD0443'ABOUT 29.05 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0443'PACIFIC RAILROAD STATION AT SIERRA BLANCA, ABOUT 110 YARDS EAST OF THE
 CD0443'CENTER LINE OF THE ROAD, 29 FEET WEST-SOUTHWEST OF THE CENTER LING OF
 CD0443'THE OLD ROAD, ABOUT 0.2 MILE SOUTH-SOUTHEAST OF THE CREST OF A HILL,
 CD0443'51 FEET NORTH OF A 8-FOOT BUSH, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CD0443'OLD ROAD BED, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE
 CD0443'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0386 ***********************************************************************
 BP0386  DESIGNATION -  R 706
 BP0386  PID         -  BP0386
 BP0386  STATE/COUNTY-  TX/BREWSTER
 BP0386  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0386
 BP0386                         *CURRENT SURVEY CONTROL
 BP0386  ___________________________________________________________________
 BP0386* NAD 83(1986)-  30 15 41.     (N)    103 35 05.     (W)     SCALED    
 BP0386* NAVD 88     -      1602.257  (meters)    5256.74   (feet)  ADJUSTED  
 BP0386  ___________________________________________________________________
 BP0386  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 BP0386  DYNAMIC HT  -        1599.582 (meters)    5247.96  (feet)  COMP
 BP0386  MODELED GRAV-     978,914.5   (mgal)                       NAVD 88
 BP0386
 BP0386  VERT ORDER  -  FIRST     CLASS I
 BP0386
 BP0386.The horizontal coordinates were scaled from a topographic map and have
 BP0386.an estimated accuracy of +/- 6 seconds.
 BP0386
 BP0386.The orthometric height was determined by differential leveling
 BP0386.and adjusted by the National Geodetic Survey in June 1991..
 BP0386
 BP0386.The geoid height was determined by GEOID03.
 BP0386
 BP0386.The dynamic height is computed by dividing the NAVD 88
 BP0386.geopotential number by the normal gravity value computed on the
 BP0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0386.degrees latitude (g = 980.6199 gals.).
 BP0386
 BP0386.The modeled gravity was interpolated from observed gravity values.
 BP0386
 BP0386;                    North         East    Units  Estimated Accuracy
 BP0386;SPC TXSC     - 4,277,750.      158,920.      MT  (+/- 180 meters Scaled)
 BP0386
 BP0386                          SUPERSEDED SURVEY CONTROL
 BP0386
 BP0386  NGVD 29 (??/??/92) 1601.730  (m)         5255.01   (f) ADJ UNCH    1 1
 BP0386
 BP0386.Superseded values are not recommended for survey control.
 BP0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0386.See file dsdata.txt to determine how the superseded data were derived.
 BP0386
 BP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP361485(NAD 83)
 BP0386_MARKER: DB = BENCH MARK DISK
 BP0386_SETTING: 66 = SET IN ROCK OUTCROP
 BP0386_SP_SET: ROCK OUTCROP
 BP0386_STAMPING: R 706 1943
 BP0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0386+STABILITY: POSITION/ELEVATION WELL
 BP0386
 BP0386  HISTORY     - Date     Condition        Report By
 BP0386  HISTORY     - 1943     MONUMENTED       CGS
 BP0386  HISTORY     - 1958     GOOD             NGS
 BP0386  HISTORY     - 1977     GOOD             NGS
 BP0386  HISTORY     - 1981     GOOD             NGS
 BP0386  HISTORY     - 19961008 GOOD             USPSQD
 BP0386
 BP0386                          STATION DESCRIPTION
 BP0386
 BP0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0386'9.2 MI S FROM ALPINE.
 BP0386'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0386'STATION AT ALPINE, THENCE ABOUT 8.8 MILES SOUTH ALONG STATE HIGHWAY
 BP0386'118.  IN THE TOP OF A SMALL FLAT ROCK OUTCROP FLUSH WITH THE GROUND,
 BP0386'145 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 81 FEET
 BP0386'SOUTHWEST OF THE SOUTHWEST HIGHWAY RIGHT OF WAY FENCE, 58 FEET
 BP0386'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY GRADE, 19 1/2 FEET
 BP0386'WEST OF A TELEPHONE POLE, AND ABOUT 9 FEET BELOW THE LEVEL OF THE
 BP0386'HIGHWAY.
 BP0386
 BP0386                          STATION RECOVERY (1977)
 BP0386
 BP0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0386'RECOVERED IN GOOD CONDITION.
 BP0386
 BP0386                          STATION RECOVERY (1981)
 BP0386
 BP0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0386'RECOVERED IN GOOD CONDITION.
 BP0386
 BP0386                          STATION RECOVERY (1996)
 BP0386
 BP0386'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0309 ***********************************************************************
 BA0309  DESIGNATION -  R 708
 BA0309  PID         -  BA0309
 BA0309  STATE/COUNTY-  TX/BREWSTER
 BA0309  USGS QUAD   -  PACKSADDLE MOUNTAIN (1983)
 BA0309
 BA0309                         *CURRENT SURVEY CONTROL
 BA0309  ___________________________________________________________________
 BA0309* NAD 83(1986)-  29 35 21.     (N)    103 33 33.     (W)     SCALED    
 BA0309* NAVD 88     -      1022.643  (meters)    3355.12   (feet)  ADJUSTED  
 BA0309  ___________________________________________________________________
 BA0309  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0309  DYNAMIC HT  -        1020.977 (meters)    3349.66  (feet)  COMP
 BA0309  MODELED GRAV-     978,979.0   (mgal)                       NAVD 88
 BA0309
 BA0309  VERT ORDER  -  SECOND    CLASS 0
 BA0309
 BA0309.The horizontal coordinates were scaled from a topographic map and have
 BA0309.an estimated accuracy of +/- 6 seconds.
 BA0309
 BA0309.The orthometric height was determined by differential leveling
 BA0309.and adjusted by the National Geodetic Survey in June 1991..
 BA0309
 BA0309.The geoid height was determined by GEOID03.
 BA0309
 BA0309.The dynamic height is computed by dividing the NAVD 88
 BA0309.geopotential number by the normal gravity value computed on the
 BA0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0309.degrees latitude (g = 980.6199 gals.).
 BA0309
 BA0309.The modeled gravity was interpolated from observed gravity values.
 BA0309
 BA0309;                    North         East    Units  Estimated Accuracy
 BA0309;SPC TXSC     - 4,203,200.      158,470.      MT  (+/- 180 meters Scaled)
 BA0309
 BA0309                          SUPERSEDED SURVEY CONTROL
 BA0309
 BA0309  NGVD 29 (??/??/92) 1022.187  (m)         3353.63   (f) ADJ UNCH    2 0
 BA0309
 BA0309.Superseded values are not recommended for survey control.
 BA0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0309.See file dsdata.txt to determine how the superseded data were derived.
 BA0309
 BA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN395741(NAD 83)
 BA0309_MARKER: DB = BENCH MARK DISK
 BA0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0309_STAMPING: R 708 1943
 BA0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0309+STABILITY: SURFACE MOTION
 BA0309
 BA0309  HISTORY     - Date     Condition        Report By
 BA0309  HISTORY     - 1943     MONUMENTED       CGS
 BA0309  HISTORY     - 1958     GOOD             NGS
 BA0309  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0309
 BA0309                          STATION DESCRIPTION
 BA0309
 BA0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0309'23.4 MI N FROM TERLINGUA.
 BA0309'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMENTERY AT
 BA0309'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0309'THENCE ABOUT 8.0 MILES NORTH ALONG STATE HIGHWAY 118.  30 1/2 FEET
 BA0309'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.25 MILE SOUTHEAST
 BA0309'OF A PRIVATE ROAD LEADING SOUTH-SOUTHWEST, ABOUT 0.15 MILE SOUTHEAST
 BA0309'OF A CURVE IN THE HIGHWAY, 131 YARDS NORTHWEST OF A STEEL CULVERT, 31
 BA0309'FEET SOUTHWEST OF THE NORTHEAST HIGHWAY RIGHT OF WAY FENCE, 1 FOOT
 BA0309'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BA0309'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BA0309
 BA0309                          STATION RECOVERY (2001)
 BA0309
 BA0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0309'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0311 ***********************************************************************
 BP0311  DESIGNATION -  R 709
 BP0311  PID         -  BP0311
 BP0311  STATE/COUNTY-  TX/BREWSTER
 BP0311  USGS QUAD   -  MARATHON (1983)
 BP0311
 BP0311                         *CURRENT SURVEY CONTROL
 BP0311  ___________________________________________________________________
 BP0311* NAD 83(1986)-  30 10 07.     (N)    103 14 17.     (W)     SCALED    
 BP0311* NAVD 88     -      1241.292  (meters)    4072.47   (feet)  ADJUSTED  
 BP0311  ___________________________________________________________________
 BP0311  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BP0311  DYNAMIC HT  -        1239.266 (meters)    4065.83  (feet)  COMP
 BP0311  MODELED GRAV-     978,966.1   (mgal)                       NAVD 88
 BP0311
 BP0311  VERT ORDER  -  SECOND    CLASS 0
 BP0311
 BP0311.The horizontal coordinates were scaled from a topographic map and have
 BP0311.an estimated accuracy of +/- 6 seconds.
 BP0311
 BP0311.The orthometric height was determined by differential leveling
 BP0311.and adjusted by the National Geodetic Survey in June 1991..
 BP0311
 BP0311.The geoid height was determined by GEOID03.
 BP0311
 BP0311.The dynamic height is computed by dividing the NAVD 88
 BP0311.geopotential number by the normal gravity value computed on the
 BP0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0311.degrees latitude (g = 980.6199 gals.).
 BP0311
 BP0311.The modeled gravity was interpolated from observed gravity values.
 BP0311
 BP0311;                    North         East    Units  Estimated Accuracy
 BP0311;SPC TXSC     - 4,266,220.      191,880.      MT  (+/- 180 meters Scaled)
 BP0311
 BP0311                          SUPERSEDED SURVEY CONTROL
 BP0311
 BP0311  NGVD 29 (??/??/92) 1240.878  (m)         4071.11   (f) ADJ UNCH    2 0
 BP0311
 BP0311.Superseded values are not recommended for survey control.
 BP0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0311.See file dsdata.txt to determine how the superseded data were derived.
 BP0311
 BP0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP696387(NAD 83)
 BP0311_MARKER: DB = BENCH MARK DISK
 BP0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0311_STAMPING: R 709 1943
 BP0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0311+STABILITY: SURFACE MOTION
 BP0311
 BP0311  HISTORY     - Date     Condition        Report By
 BP0311  HISTORY     - 1943     MONUMENTED       CGS
 BP0311  HISTORY     - 1966     GOOD             NGS
 BP0311  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0311  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0311
 BP0311                          STATION DESCRIPTION
 BP0311
 BP0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0311'2.95 MI SE FROM MARATHON.
 BP0311'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0311'THE STATION AT MARATHON, THENCE 2.5 MILES SOUTH ALONG U. S. HIGHWAY
 BP0311'385, 39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.3 MILES
 BP0311'SOUTH-SOUTHEAST OF A WINDMILL AND TANK ON THE WEST SIDE OF THE
 BP0311'HIGHWAY, 0.4 MILES NORTH OF THE CREST OF A HILL, 22 FEET WEST OF THE
 BP0311'EAST HIGHWAY RIGHT OF WAY FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 BP0311'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BP0311
 BP0311                          STATION RECOVERY (1981)
 BP0311
 BP0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0311'MARK NOT FOUND.
 BP0311
 BP0311                          STATION RECOVERY (2001)
 BP0311
 BP0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0311'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0262 ***********************************************************************
 DP0262  DESIGNATION -  R 71
 DP0262  PID         -  DP0262
 DP0262  STATE/COUNTY-  TX/GARZA
 DP0262  USGS QUAD   -  SOUTH DOKEGOOD CREEK (1968)
 DP0262
 DP0262                         *CURRENT SURVEY CONTROL
 DP0262  ___________________________________________________________________
 DP0262* NAD 83(1986)-  33 17 58.     (N)    101 29 17.     (W)     SCALED    
 DP0262* NAVD 88     -       874.671  (meters)    2869.65   (feet)  POSTED    
 DP0262  ___________________________________________________________________
 DP0262  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 DP0262  DYNAMIC HT  -         873.530 (meters)    2865.91  (feet)  COMP
 DP0262  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 DP0262
 DP0262  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0262
 DP0262.The horizontal coordinates were scaled from a topographic map and have
 DP0262.an estimated accuracy of +/- 6 seconds.
 DP0262
 DP0262.The orthometric height was determined by differential leveling
 DP0262.and adjusted by the National Geodetic Survey in 1992..
 DP0262.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0262.rate of 1.1 thru 2.0 mm/km.
 DP0262
 DP0262.The geoid height was determined by GEOID03.
 DP0262
 DP0262.The dynamic height is computed by dividing the NAVD 88
 DP0262.geopotential number by the normal gravity value computed on the
 DP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0262.degrees latitude (g = 980.6199 gals.).
 DP0262
 DP0262.The modeled gravity was interpolated from observed gravity values.
 DP0262
 DP0262;                    North         East    Units  Estimated Accuracy
 DP0262;SPC TXNC     - 2,185,020.      321,770.      MT  (+/- 180 meters Scaled)
 DP0262
 DP0262                          SUPERSEDED SURVEY CONTROL
 DP0262
 DP0262  NGVD 29 (??/??/92)  874.306  (m)         2868.45   (f) ADJ UNCH    1 2
 DP0262
 DP0262.Superseded values are not recommended for survey control.
 DP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0262.See file dsdata.txt to determine how the superseded data were derived.
 DP0262
 DP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB683872(NAD 83)
 DP0262_MARKER: DB = BENCH MARK DISK
 DP0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0262_STAMPING: 2868.452 R 71 1931
 DP0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0262+STABILITY: SURFACE MOTION
 DP0262
 DP0262  HISTORY     - Date     Condition        Report By
 DP0262  HISTORY     - 1931     MONUMENTED       CGS
 DP0262  HISTORY     - 1934     GOOD             NGS
 DP0262  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0262
 DP0262                          STATION DESCRIPTION
 DP0262
 DP0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0262'0.1 MI N FROM BUENOS.
 DP0262'0.1 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM BUENOS,
 DP0262'GARZA COUNTY, ABOUT 1/2 MILE SOUTH OF MILEPOST 703, 100 FEET NORTHEAST
 DP0262'OF A TELEPHONE BOOTH, 100 FEET EAST OF THE TRACK, IN A FENCE CORNER,
 DP0262'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 DP0262'GROUND.  NOTE-- RR CONSTR. IN AREA.
 DP0262
 DP0262                          STATION RECOVERY (1968)
 DP0262
 DP0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0325 ***********************************************************************
 CB0325  DESIGNATION -  R 710
 CB0325  PID         -  CB0325
 CB0325  STATE/COUNTY-  TX/GLASSCOCK
 CB0325  USGS QUAD   -  CURRIE RESERVOIR (1963)
 CB0325
 CB0325                         *CURRENT SURVEY CONTROL
 CB0325  ___________________________________________________________________
 CB0325* NAD 83(1986)-  31 48 26.     (N)    101 18 26.     (W)     SCALED    
 CB0325* NAVD 88     -       768.944  (meters)    2522.78   (feet)  ADJUSTED  
 CB0325  ___________________________________________________________________
 CB0325  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CB0325  DYNAMIC HT  -         767.875 (meters)    2519.27  (feet)  COMP
 CB0325  MODELED GRAV-     979,224.1   (mgal)                       NAVD 88
 CB0325
 CB0325  VERT ORDER  -  SECOND    CLASS 0
 CB0325
 CB0325.The horizontal coordinates were scaled from a topographic map and have
 CB0325.an estimated accuracy of +/- 6 seconds.
 CB0325
 CB0325.The orthometric height was determined by differential leveling
 CB0325.and adjusted by the National Geodetic Survey in June 1991..
 CB0325
 CB0325.The geoid height was determined by GEOID03.
 CB0325
 CB0325.The dynamic height is computed by dividing the NAVD 88
 CB0325.geopotential number by the normal gravity value computed on the
 CB0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0325.degrees latitude (g = 980.6199 gals.).
 CB0325
 CB0325.The modeled gravity was interpolated from observed gravity values.
 CB0325
 CB0325;                    North         East    Units  Estimated Accuracy
 CB0325;SPC TX C     - 3,237,710.      607,790.      MT  (+/- 180 meters Scaled)
 CB0325
 CB0325                          SUPERSEDED SURVEY CONTROL
 CB0325
 CB0325  NGVD 29 (??/??/92)  768.682  (m)         2521.92   (f) ADJ UNCH    2 0
 CB0325
 CB0325.Superseded values are not recommended for survey control.
 CB0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0325.See file dsdata.txt to determine how the superseded data were derived.
 CB0325
 CB0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA815213(NAD 83)
 CB0325_MARKER: DB = BENCH MARK DISK
 CB0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0325_STAMPING: R 710 1942
 CB0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0325+STABILITY: SURFACE MOTION
 CB0325
 CB0325  HISTORY     - Date     Condition        Report By
 CB0325  HISTORY     - 1942     MONUMENTED       CGS
 CB0325  HISTORY     - 1973     GOOD             TXHD
 CB0325
 CB0325                          STATION DESCRIPTION
 CB0325
 CB0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0325'11.7 MI E FROM GARDEN CITY.
 CB0325'11.7 MILES EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0325'GARDEN CITY, GLASSCOCK COUNTY, 0.1 MILE WEST OF A CURVE IN THE
 CB0325'HIGHWAY, 400 FEET EAST OF A DRAW, 64 FEET SOUTH-SOUTHWEST OF THE
 CB0325'CENTERLINE OF THE HIGHWAY, 20.5 FEET WEST OF A GATE IN A
 CB0325'NORTH-AND-SOUTH FENCE LINE BETWEEN TWO PASTURES, 8 FEET WEST OF THE
 CB0325'WEST GATEPOST OF ANOTHER GATE (WOODEN) WHICH OPENS INTO THE WEST
 CB0325'PASTURE, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 2 FEET LOWER
 CB0325'THAN THE HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 CB0325'INCHES ABOVE GROUND.
 CB0325
 CB0325                          STATION RECOVERY (1973)
 CB0325
 CB0325'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0457 ***********************************************************************
 CB0457  DESIGNATION -  R 711
 CB0457  PID         -  CB0457
 CB0457  STATE/COUNTY-  TX/GLASSCOCK
 CB0457  USGS QUAD   -  DEWEY LAKE (1965)
 CB0457
 CB0457                         *CURRENT SURVEY CONTROL
 CB0457  ___________________________________________________________________
 CB0457* NAD 83(1986)-  31 53 32.     (N)    101 43 23.     (W)     SCALED    
 CB0457* NAVD 88     -       789.897  (meters)    2591.52   (feet)  ADJUSTED  
 CB0457  ___________________________________________________________________
 CB0457  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CB0457  DYNAMIC HT  -         788.799 (meters)    2587.92  (feet)  COMP
 CB0457  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 CB0457
 CB0457  VERT ORDER  -  SECOND    CLASS 0
 CB0457
 CB0457.The horizontal coordinates were scaled from a topographic map and have
 CB0457.an estimated accuracy of +/- 6 seconds.
 CB0457
 CB0457.The orthometric height was determined by differential leveling
 CB0457.and adjusted by the National Geodetic Survey in June 1991..
 CB0457
 CB0457.The geoid height was determined by GEOID03.
 CB0457
 CB0457.The dynamic height is computed by dividing the NAVD 88
 CB0457.geopotential number by the normal gravity value computed on the
 CB0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0457.degrees latitude (g = 980.6199 gals.).
 CB0457
 CB0457.The modeled gravity was interpolated from observed gravity values.
 CB0457
 CB0457;                    North         East    Units  Estimated Accuracy
 CB0457;SPC TX C     - 3,247,550.      568,530.      MT  (+/- 180 meters Scaled)
 CB0457
 CB0457                          SUPERSEDED SURVEY CONTROL
 CB0457
 CB0457  NGVD 29 (??/??/92)  789.589  (m)         2590.51   (f) ADJ UNCH    2 0
 CB0457
 CB0457.Superseded values are not recommended for survey control.
 CB0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0457.See file dsdata.txt to determine how the superseded data were derived.
 CB0457
 CB0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA424317(NAD 83)
 CB0457_MARKER: DB = BENCH MARK DISK
 CB0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0457_STAMPING: R 711 1942
 CB0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0457+STABILITY: SURFACE MOTION
 CB0457
 CB0457  HISTORY     - Date     Condition        Report By
 CB0457  HISTORY     - 1942     MONUMENTED       CGS
 CB0457
 CB0457                          STATION DESCRIPTION
 CB0457
 CB0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0457'15.0 MI W FROM GARDEN CITY.
 CB0457'15.0 MILES WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0457'CITY, GLASSCOCK COUNTY, 0.4 MILE EAST OF TOW IRON GATES ON OPPOSITE
 CB0457'SIDES OF THE HIGHWAY, 59 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CB0457'AT A T-FENCE CORNER, 1 FOOT EAST OF THE FENCE CORNER, 1 FOOT NORTH OF
 CB0457'THE SOUTH RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 CB0457'POST.  AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 CB0457'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0287 ***********************************************************************
 CB0287  DESIGNATION -  R 712
 CB0287  PID         -  CB0287
 CB0287  STATE/COUNTY-  TX/GLASSCOCK
 CB0287  USGS QUAD   -  GARDEN CITY (1963)
 CB0287
 CB0287                         *CURRENT SURVEY CONTROL
 CB0287  ___________________________________________________________________
 CB0287* NAD 83(1986)-  31 45 45.     (N)    101 28 31.     (W)     SCALED    
 CB0287* NAVD 88     -       827.683  (meters)    2715.49   (feet)  ADJUSTED  
 CB0287  ___________________________________________________________________
 CB0287  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CB0287  DYNAMIC HT  -         826.531 (meters)    2711.71  (feet)  COMP
 CB0287  MODELED GRAV-     979,220.1   (mgal)                       NAVD 88
 CB0287
 CB0287  VERT ORDER  -  SECOND    CLASS 0
 CB0287
 CB0287.The horizontal coordinates were scaled from a topographic map and have
 CB0287.an estimated accuracy of +/- 6 seconds.
 CB0287
 CB0287.The orthometric height was determined by differential leveling
 CB0287.and adjusted by the National Geodetic Survey in June 1991..
 CB0287
 CB0287.The geoid height was determined by GEOID03.
 CB0287
 CB0287.The dynamic height is computed by dividing the NAVD 88
 CB0287.geopotential number by the normal gravity value computed on the
 CB0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0287.degrees latitude (g = 980.6199 gals.).
 CB0287
 CB0287.The modeled gravity was interpolated from observed gravity values.
 CB0287
 CB0287;                    North         East    Units  Estimated Accuracy
 CB0287;SPC TX C     - 3,232,900.      591,820.      MT  (+/- 180 meters Scaled)
 CB0287
 CB0287                          SUPERSEDED SURVEY CONTROL
 CB0287
 CB0287  NGVD 29 (??/??/92)  827.397  (m)         2714.55   (f) ADJ UNCH    2 0
 CB0287
 CB0287.Superseded values are not recommended for survey control.
 CB0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0287.See file dsdata.txt to determine how the superseded data were derived.
 CB0287
 CB0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA655167(NAD 83)
 CB0287_MARKER: DB = BENCH MARK DISK
 CB0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0287_STAMPING: R 712 1942
 CB0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0287+STABILITY: SURFACE MOTION
 CB0287
 CB0287  HISTORY     - Date     Condition        Report By
 CB0287  HISTORY     - 1942     MONUMENTED       CGS
 CB0287
 CB0287                          STATION DESCRIPTION
 CB0287
 CB0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0287'8.4 MI S FROM GARDEN CITY.
 CB0287'8.4 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE- GARDEN CITY ROAD
 CB0287'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 45 FEET SOUTH OF
 CB0287'A T-FENCE CORNER ON THE EAST SIDE OF THE ROAD, 34 FEET EAST OF THE
 CB0287'CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST
 CB0287'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 CB0287'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0427 ***********************************************************************
 CB0427  DESIGNATION -  R 713
 CB0427  PID         -  CB0427
 CB0427  STATE/COUNTY-  TX/REAGAN
 CB0427  USGS QUAD   -  STILES (1970)
 CB0427
 CB0427                         *CURRENT SURVEY CONTROL
 CB0427  ___________________________________________________________________
 CB0427* NAD 83(1986)-  31 22 49.     (N)    101 32 57.     (W)     SCALED    
 CB0427* NAVD 88     -       797.481  (meters)    2616.40   (feet)  ADJUSTED  
 CB0427  ___________________________________________________________________
 CB0427  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0427  DYNAMIC HT  -         796.344 (meters)    2612.67  (feet)  COMP
 CB0427  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 CB0427
 CB0427  VERT ORDER  -  SECOND    CLASS 0
 CB0427
 CB0427.The horizontal coordinates were scaled from a topographic map and have
 CB0427.an estimated accuracy of +/- 6 seconds.
 CB0427
 CB0427.The orthometric height was determined by differential leveling
 CB0427.and adjusted by the National Geodetic Survey in June 1991..
 CB0427
 CB0427.The geoid height was determined by GEOID03.
 CB0427
 CB0427.The dynamic height is computed by dividing the NAVD 88
 CB0427.geopotential number by the normal gravity value computed on the
 CB0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0427.degrees latitude (g = 980.6199 gals.).
 CB0427
 CB0427.The modeled gravity was interpolated from observed gravity values.
 CB0427
 CB0427;                    North         East    Units  Estimated Accuracy
 CB0427;SPC TX C     - 3,190,600.      584,360.      MT  (+/- 180 meters Scaled)
 CB0427
 CB0427                          SUPERSEDED SURVEY CONTROL
 CB0427
 CB0427  NGVD 29 (??/??/92)  797.159  (m)         2615.35   (f) ADJ UNCH    2 0
 CB0427
 CB0427.Superseded values are not recommended for survey control.
 CB0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0427.See file dsdata.txt to determine how the superseded data were derived.
 CB0427
 CB0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV575745(NAD 83)
 CB0427_MARKER: DB = BENCH MARK DISK
 CB0427_SETTING: 66 = SET IN ROCK OUTCROP
 CB0427_SP_SET: FLAT BOULDER
 CB0427_STAMPING: R-713 1942
 CB0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0427+STABILITY: POSITION/ELEVATION WELL
 CB0427
 CB0427  HISTORY     - Date     Condition        Report By
 CB0427  HISTORY     - 1942     MONUMENTED       CGS
 CB0427  HISTORY     - 1970     GOOD             USGS
 CB0427
 CB0427                          STATION DESCRIPTION
 CB0427
 CB0427'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0427'15.0 MI NW FROM BIG LAKE.
 CB0427'12.0 MILES NORTHWEST ALONG STATE HWY 137 FROM BIG LAKE.  (2.4 MILES
 CB0427'SOUTHEAST OF STILES).  THENCE 3.8 MILES WEST ALONG STATE HWY 137 TO
 CB0427'JCT OF TRACK ROAD EAST, FROM JCT OF STATE HWY 137 AND RANCH RD. 33. 80
 CB0427'FEET WEST OF CENTERLINE OF HWY, AND 5.0 FT WEST OF FENCE LINE, AND IN
 CB0427'TOP OF FLAT BOULDER FLUSH WITH GROUND.  A STANDARD DISK STAMPED R-713
 CB0427'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0493 ***********************************************************************
 CB0493  DESIGNATION -  R 714
 CB0493  PID         -  CB0493
 CB0493  STATE/COUNTY-  TX/GLASSCOCK
 CB0493  USGS QUAD   -  SAINT LAWRENCE (1973)
 CB0493
 CB0493                         *CURRENT SURVEY CONTROL
 CB0493  ___________________________________________________________________
 CB0493* NAD 83(1986)-  31 41 33.     (N)    101 30 22.     (W)     SCALED    
 CB0493* NAVD 88     -       819.151  (meters)    2687.50   (feet)  ADJUSTED  
 CB0493  ___________________________________________________________________
 CB0493  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0493  DYNAMIC HT  -         818.008 (meters)    2683.75  (feet)  COMP
 CB0493  MODELED GRAV-     979,216.5   (mgal)                       NAVD 88
 CB0493
 CB0493  VERT ORDER  -  SECOND    CLASS 0
 CB0493
 CB0493.The horizontal coordinates were scaled from a topographic map and have
 CB0493.an estimated accuracy of +/- 6 seconds.
 CB0493
 CB0493.The orthometric height was determined by differential leveling
 CB0493.and adjusted by the National Geodetic Survey in June 1991..
 CB0493
 CB0493.The geoid height was determined by GEOID03.
 CB0493
 CB0493.The dynamic height is computed by dividing the NAVD 88
 CB0493.geopotential number by the normal gravity value computed on the
 CB0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0493.degrees latitude (g = 980.6199 gals.).
 CB0493
 CB0493.The modeled gravity was interpolated from observed gravity values.
 CB0493
 CB0493;                    North         East    Units  Estimated Accuracy
 CB0493;SPC TX C     - 3,225,170.      588,820.      MT  (+/- 180 meters Scaled)
 CB0493
 CB0493                          SUPERSEDED SURVEY CONTROL
 CB0493
 CB0493  NGVD 29 (??/??/92)  818.860  (m)         2686.54   (f) ADJ UNCH    2 0
 CB0493
 CB0493.Superseded values are not recommended for survey control.
 CB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0493.See file dsdata.txt to determine how the superseded data were derived.
 CB0493
 CB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA624090(NAD 83)
 CB0493_MARKER: DB = BENCH MARK DISK
 CB0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0493_STAMPING: R 714 1942
 CB0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0493+STABILITY: SURFACE MOTION
 CB0493
 CB0493  HISTORY     - Date     Condition        Report By
 CB0493  HISTORY     - 1942     MONUMENTED       CGS
 CB0493
 CB0493                          STATION DESCRIPTION
 CB0493
 CB0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0493'15.8 MI S FROM GARDEN CITY.
 CB0493'15.8 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0493'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 0.1 MILE SOUTH
 CB0493'OF A RIGHT-ANGLE CURVE FROM WHICH THE ROAD BEARS EAST AND SOUTH 28
 CB0493'FEET WEST OF THE CENTERLINE OF THE ROAD, 1-1/2 FEET NORTH OF A WHITE
 CB0493'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0272 ***********************************************************************
 CD0272  DESIGNATION -  R 715
 CD0272  PID         -  CD0272
 CD0272  STATE/COUNTY-  TX/CULBERSON
 CD0272  USGS QUAD   -  DELAWARE RANCH (1973)
 CD0272
 CD0272                         *CURRENT SURVEY CONTROL
 CD0272  ___________________________________________________________________
 CD0272* NAD 83(1986)-  31 23 22.     (N)    104 34 29.     (W)     SCALED    
 CD0272* NAVD 88     -      1416.138  (meters)    4646.11   (feet)  ADJUSTED  
 CD0272  ___________________________________________________________________
 CD0272  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0272  DYNAMIC HT  -        1413.953 (meters)    4638.94  (feet)  COMP
 CD0272  MODELED GRAV-     979,047.3   (mgal)                       NAVD 88
 CD0272
 CD0272  VERT ORDER  -  SECOND    CLASS 0
 CD0272
 CD0272.The horizontal coordinates were scaled from a topographic map and have
 CD0272.an estimated accuracy of +/- 6 seconds.
 CD0272
 CD0272.The orthometric height was determined by differential leveling
 CD0272.and adjusted by the National Geodetic Survey in June 1991..
 CD0272
 CD0272.The geoid height was determined by GEOID03.
 CD0272
 CD0272.The dynamic height is computed by dividing the NAVD 88
 CD0272.geopotential number by the normal gravity value computed on the
 CD0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0272.degrees latitude (g = 980.6199 gals.).
 CD0272
 CD0272.The modeled gravity was interpolated from observed gravity values.
 CD0272
 CD0272;                    North         East    Units  Estimated Accuracy
 CD0272;SPC TX C     - 3,198,670.      296,720.      MT  (+/- 180 meters Scaled)
 CD0272
 CD0272                          SUPERSEDED SURVEY CONTROL
 CD0272
 CD0272  NGVD 29 (??/??/92) 1415.640  (m)         4644.48   (f) ADJ UNCH    2 0
 CD0272
 CD0272.Superseded values are not recommended for survey control.
 CD0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0272.See file dsdata.txt to determine how the superseded data were derived.
 CD0272
 CD0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ404728(NAD 83)
 CD0272_MARKER: DB = BENCH MARK DISK
 CD0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0272_STAMPING: R 715 1942
 CD0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0272+STABILITY: SURFACE MOTION
 CD0272
 CD0272  HISTORY     - Date     Condition        Report By
 CD0272  HISTORY     - 1942     MONUMENTED       CGS
 CD0272  HISTORY     - 1958     GOOD             NGS
 CD0272
 CD0272                          STATION DESCRIPTION
 CD0272
 CD0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0272'4.8 MI NW FROM STANTON RANCH HOUSE.
 CD0272'ABOUT 1.5 MILES WEST ALONG A GRADED DIRT ROAD FROM MRS. ETHEL STANTON
 CD0272'RANCH HOUSE (FORMERLY CALVIN JONES RANCH), THENCE ABOUT 2.6 MILES
 CD0272'NORTH ALONG A GRADED DIRT ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A
 CD0272'TRAIL ROAD TO AN EARTHEN TANK, THENCE ABOUT 0.3 MILE NORTHWEST ALONG A
 CD0272'DIM TRAIL ROAD.  ABOUT 20.2 MILE SOUTHEAST OF THE FIGURE 2 RANCH
 CD0272'HEADQUARTERS, 20 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 6
 CD0272'FOOT NORTH OF THE FOOT OF A ROCK HILL, 1 1/2 FEET NORTHWEST OF A WHITE
 CD0272'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRAIL ROAD,
 CD0272'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- ABOUT
 CD0272'1.0 MILE EAST OF BENCH MARK Q 715 ALONG A VERY DIM TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0363 ***********************************************************************
 CD0363  DESIGNATION -  R 716
 CD0363  PID         -  CD0363
 CD0363  STATE/COUNTY-  TX/CULBERSON
 CD0363  USGS QUAD   -  EMORY CORRAL (1973)
 CD0363
 CD0363                         *CURRENT SURVEY CONTROL
 CD0363  ___________________________________________________________________
 CD0363* NAD 83(1986)-  31 30 28.     (N)    104 30 48.     (W)     SCALED    
 CD0363* NAVD 88     -      1376.050  (meters)    4514.59   (feet)  ADJUSTED  
 CD0363  ___________________________________________________________________
 CD0363  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CD0363  DYNAMIC HT  -        1373.914 (meters)    4507.58  (feet)  COMP
 CD0363  MODELED GRAV-     979,039.2   (mgal)                       NAVD 88
 CD0363
 CD0363  VERT ORDER  -  SECOND    CLASS 0
 CD0363
 CD0363.The horizontal coordinates were scaled from a topographic map and have
 CD0363.an estimated accuracy of +/- 6 seconds.
 CD0363
 CD0363.The orthometric height was determined by differential leveling
 CD0363.and adjusted by the National Geodetic Survey in June 1991..
 CD0363
 CD0363.The geoid height was determined by GEOID03.
 CD0363
 CD0363.The dynamic height is computed by dividing the NAVD 88
 CD0363.geopotential number by the normal gravity value computed on the
 CD0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0363.degrees latitude (g = 980.6199 gals.).
 CD0363
 CD0363.The modeled gravity was interpolated from observed gravity values.
 CD0363
 CD0363;                    North         East    Units  Estimated Accuracy
 CD0363;SPC TX C     - 3,211,560.      303,050.      MT  (+/- 180 meters Scaled)
 CD0363
 CD0363                          SUPERSEDED SURVEY CONTROL
 CD0363
 CD0363  NGVD 29 (??/??/92) 1375.523  (m)         4512.86   (f) ADJ UNCH    2 0
 CD0363
 CD0363.Superseded values are not recommended for survey control.
 CD0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0363.See file dsdata.txt to determine how the superseded data were derived.
 CD0363
 CD0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ462859(NAD 83)
 CD0363_MARKER: DB = BENCH MARK DISK
 CD0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0363_STAMPING: R 716 1942
 CD0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0363+STABILITY: SURFACE MOTION
 CD0363
 CD0363  HISTORY     - Date     Condition        Report By
 CD0363  HISTORY     - 1942     MONUMENTED       CGS
 CD0363  HISTORY     - 1958     GOOD             NGS
 CD0363
 CD0363                          STATION DESCRIPTION
 CD0363
 CD0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0363'62.25 MI SE FROM PINE SPRINGS.
 CD0363'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0363'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0363'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 34.15 MILES SOUTH
 CD0363'ALONG A GRADED DIRT ROAD.  42 FEET NORTHEAST OF THE CENTER LINE OF THE
 CD0363'ROAD, ABOUT 0.1 MILE SOUTHEAST OF THE CREST OF A HILL, ABOUT 0.85 MILE
 CD0363'SOUTHEAST OF A CATTLE GUARD, ABOUT 0.4 MILE NORTHWEST OF A STEEL WATER
 CD0363'SUPPLY TANK, 135 FEET NORTHWEST OF THE CENTER LINE OF THE JUNCTION OF
 CD0363'THE ROADS, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CD0363'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CD0363'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0012 ***********************************************************************
 CD0012  DESIGNATION -  R 717
 CD0012  PID         -  CD0012
 CD0012  STATE/COUNTY-  TX/CULBERSON
 CD0012  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0012
 CD0012                         *CURRENT SURVEY CONTROL
 CD0012  ___________________________________________________________________
 CD0012* NAD 83(1986)-  31 45 15.     (N)    104 29 41.     (W)     SCALED    
 CD0012* NAVD 88     -      1218.725  (meters)    3998.43   (feet)  ADJUSTED  
 CD0012  ___________________________________________________________________
 CD0012  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CD0012  DYNAMIC HT  -        1216.842 (meters)    3992.26  (feet)  COMP
 CD0012  MODELED GRAV-     979,053.6   (mgal)                       NAVD 88
 CD0012
 CD0012  VERT ORDER  -  SECOND    CLASS 0
 CD0012
 CD0012.The horizontal coordinates were scaled from a topographic map and have
 CD0012.an estimated accuracy of +/- 6 seconds.
 CD0012
 CD0012.The orthometric height was determined by differential leveling
 CD0012.and adjusted by the National Geodetic Survey in June 1991..
 CD0012
 CD0012.The geoid height was determined by GEOID03.
 CD0012
 CD0012.The dynamic height is computed by dividing the NAVD 88
 CD0012.geopotential number by the normal gravity value computed on the
 CD0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0012.degrees latitude (g = 980.6199 gals.).
 CD0012
 CD0012.The modeled gravity was interpolated from observed gravity values.
 CD0012
 CD0012;                    North         East    Units  Estimated Accuracy
 CD0012;SPC TX C     - 3,238,790.      305,840.      MT  (+/- 180 meters Scaled)
 CD0012
 CD0012                          SUPERSEDED SURVEY CONTROL
 CD0012
 CD0012  NGVD 29 (??/??/92) 1218.175  (m)         3996.63   (f) ADJ UNCH    2 0
 CD0012
 CD0012.Superseded values are not recommended for survey control.
 CD0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0012.See file dsdata.txt to determine how the superseded data were derived.
 CD0012
 CD0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER478132(NAD 83)
 CD0012_MARKER: DB = BENCH MARK DISK
 CD0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0012_STAMPING: R 717 1942
 CD0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0012+STABILITY: SURFACE MOTION
 CD0012
 CD0012  HISTORY     - Date     Condition        Report By
 CD0012  HISTORY     - 1942     MONUMENTED       CGS
 CD0012  HISTORY     - 1958     GOOD             NGS
 CD0012
 CD0012                          STATION DESCRIPTION
 CD0012
 CD0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0012'37.7 MI SE FROM PINE SPRINGS.
 CD0012'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0012'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0012'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 8.6 MILES SOUTH ALONG
 CD0012'A GRADED DIRT ROAD.  28 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CD0012'ABOUT 1.0 MILE NORTHWEST OF THE JUNCTION OF THE ROAD LEADING SOUTHEAST
 CD0012'TO K C RANCH, ABOUT 0.3 MILE SOUTHEAST OF A CATTLE GUARD, AT THE TOP
 CD0012'OF A SMALL HILL ON THE NORTH END OF A CURVE, 1 1/2 FEET WEST OF A
 CD0012'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 CD0012'OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0069 ***********************************************************************
 BB0069  DESIGNATION -  R 718
 BB0069  PID         -  BB0069
 BB0069  STATE/COUNTY-  TX/PRESIDIO
 BB0069  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0069
 BB0069                         *CURRENT SURVEY CONTROL
 BB0069  ___________________________________________________________________
 BB0069* NAD 83(1986)-  29 31 38.     (N)    104 16 57.     (W)     SCALED    
 BB0069* NAVD 88     -       809.410  (meters)    2655.54   (feet)  POSTED    
 BB0069  ___________________________________________________________________
 BB0069  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BB0069  DYNAMIC HT  -         808.100 (meters)    2651.24  (feet)  COMP
 BB0069  MODELED GRAV-     978,995.0   (mgal)                       NAVD 88
 BB0069
 BB0069  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 BB0069
 BB0069.The horizontal coordinates were scaled from a topographic map and have
 BB0069.an estimated accuracy of +/- 6 seconds.
 BB0069
 BB0069.The orthometric height was determined by differential leveling
 BB0069.and adjusted by the National Geodetic Survey in 1992..
 BB0069.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 BB0069.rate greater than 8.0 mm/km.
 BB0069
 BB0069.The geoid height was determined by GEOID03.
 BB0069
 BB0069.The dynamic height is computed by dividing the NAVD 88
 BB0069.geopotential number by the normal gravity value computed on the
 BB0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0069.degrees latitude (g = 980.6199 gals.).
 BB0069
 BB0069.The modeled gravity was interpolated from observed gravity values.
 BB0069
 BB0069;                    North         East    Units  Estimated Accuracy
 BB0069;SPC TXSC     - 4,199,290.       88,150.      MT  (+/- 180 meters Scaled)
 BB0069
 BB0069                          SUPERSEDED SURVEY CONTROL
 BB0069
 BB0069  NGVD 29 (??/??/92)  809.033  (m)         2654.30   (f) ADJ UNCH    1 2
 BB0069
 BB0069.Superseded values are not recommended for survey control.
 BB0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0069.See file dsdata.txt to determine how the superseded data were derived.
 BB0069
 BB0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN695666(NAD 83)
 BB0069_MARKER: DB = BENCH MARK DISK
 BB0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0069_STAMPING: R 718 1943
 BB0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0069+STABILITY: SURFACE MOTION
 BB0069
 BB0069  HISTORY     - Date     Condition        Report By
 BB0069  HISTORY     - 1943     MONUMENTED       CGS
 BB0069  HISTORY     - 1967     GOOD             NGS
 BB0069  HISTORY     - 1973     GOOD             NGS
 BB0069
 BB0069                          STATION DESCRIPTION
 BB0069
 BB0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BB0069'7.0 MI E FROM PRESIDIO.
 BB0069'ABOUT 6.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0069'PRESIDIO A CONCRETE BRIDGE OVER ALAMITO CREEK, THENCE 0.25 MILES WEST
 BB0069'THROUGH A WIRE GATE, THENCE 0.4 MILES NORTHEAST ALONG A DIM TRACK
 BB0069'ROAD, 34 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 28 FEET EAST OF
 BB0069'THE WEST EDGE OF A MESA, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 BB0069'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BB0069
 BB0069                          STATION RECOVERY (1973)
 BB0069
 BB0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0395 ***********************************************************************
 CU0395  DESIGNATION -  R 72
 CU0395  PID         -  CU0395
 CU0395  STATE/COUNTY-  TX/SCURRY
 CU0395  USGS QUAD   -  SNYDER (1979)
 CU0395
 CU0395                         *CURRENT SURVEY CONTROL
 CU0395  ___________________________________________________________________
 CU0395* NAD 83(1986)-  32 42 40.     (N)    100 53 20.     (W)     SCALED    
 CU0395* NAVD 88     -       718.192  (meters)    2356.27   (feet)  ADJUSTED  
 CU0395  ___________________________________________________________________
 CU0395  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CU0395  DYNAMIC HT  -         717.243 (meters)    2353.15  (feet)  COMP
 CU0395  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 CU0395
 CU0395  VERT ORDER  -  FIRST     CLASS II
 CU0395
 CU0395.The horizontal coordinates were scaled from a topographic map and have
 CU0395.an estimated accuracy of +/- 6 seconds.
 CU0395
 CU0395.The orthometric height was determined by differential leveling
 CU0395.and adjusted by the National Geodetic Survey in June 1991..
 CU0395
 CU0395.The geoid height was determined by GEOID03.
 CU0395
 CU0395.The dynamic height is computed by dividing the NAVD 88
 CU0395.geopotential number by the normal gravity value computed on the
 CU0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0395.degrees latitude (g = 980.6199 gals.).
 CU0395
 CU0395.The modeled gravity was interpolated from observed gravity values.
 CU0395
 CU0395;                    North         East    Units  Estimated Accuracy
 CU0395;SPC TXNC     - 2,118,370.      376,070.      MT  (+/- 180 meters Scaled)
 CU0395
 CU0395                          SUPERSEDED SURVEY CONTROL
 CU0395
 CU0395  NGVD 29 (??/??/92)  717.907  (m)         2355.33   (f) ADJ UNCH    1 2
 CU0395
 CU0395.Superseded values are not recommended for survey control.
 CU0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0395.See file dsdata.txt to determine how the superseded data were derived.
 CU0395
 CU0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB229208(NAD 83)
 CU0395_MARKER: DB = BENCH MARK DISK
 CU0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0395_STAMPING: R 72 1931 2355.333
 CU0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0395+STABILITY: SURFACE MOTION
 CU0395
 CU0395  HISTORY     - Date     Condition        Report By
 CU0395  HISTORY     - 1931     MONUMENTED       CGS
 CU0395  HISTORY     - 1961     GOOD             NGS
 CU0395  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0395
 CU0395                          STATION DESCRIPTION
 CU0395
 CU0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0395'2.25 MI SE FROM SNYDER.
 CU0395'ABOUT 2.25 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0395'FROM THE STATION AT SNYDER, 0.25 MILE SOUTHEAST OF MILEPOST 759, 0.3
 CU0395'MILE NORTHWEST OF AN ARCHED CONCRETE UNDERPASS, 70 YARDS SOUTHEAST OF
 CU0395'AND ACROSS A DIRT ROAD FROM THE MOST SOUTHEASTERLY OF 4 TIN
 CU0395'WAREHOUSES, AT THE SOUTHEAST END OF A CUT, 7 RAILS NORTHWEST OF A
 CU0395'SEMAPHORE, 86 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 38 FEET
 CU0395'SOUTHWEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 7 1/2 FEET
 CU0395'SOUTHWEST OF A FENCE, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 CU0395'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 CU0395'CONCRETE POST PROJECTING 2 INCHES.
 CU0395
 CU0395                          STATION RECOVERY (1982)
 CU0395
 CU0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0242 ***********************************************************************
 BO0242  DESIGNATION -  R 720
 BO0242  PID         -  BO0242
 BO0242  STATE/COUNTY-  TX/VAL VERDE
 BO0242  USGS QUAD   -  STEEL STAR DRAW (1970)
 BO0242
 BO0242                         *CURRENT SURVEY CONTROL
 BO0242  ___________________________________________________________________
 BO0242* NAD 83(1986)-  30 11 40.     (N)    101 20 18.     (W)     SCALED    
 BO0242* NAVD 88     -       610.227  (meters)    2002.05   (feet)  ADJUSTED  
 BO0242  ___________________________________________________________________
 BO0242  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BO0242  DYNAMIC HT  -         609.320 (meters)    1999.08  (feet)  COMP
 BO0242  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 BO0242
 BO0242  VERT ORDER  -  SECOND    CLASS 0
 BO0242
 BO0242.The horizontal coordinates were scaled from a topographic map and have
 BO0242.an estimated accuracy of +/- 6 seconds.
 BO0242
 BO0242.The orthometric height was determined by differential leveling
 BO0242.and adjusted by the National Geodetic Survey in June 1991..
 BO0242
 BO0242.The geoid height was determined by GEOID03.
 BO0242
 BO0242.The dynamic height is computed by dividing the NAVD 88
 BO0242.geopotential number by the normal gravity value computed on the
 BO0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0242.degrees latitude (g = 980.6199 gals.).
 BO0242
 BO0242.The modeled gravity was interpolated from observed gravity values.
 BO0242
 BO0242;                    North         East    Units  Estimated Accuracy
 BO0242;SPC TXSC     - 4,263,930.      374,850.      MT  (+/- 180 meters Scaled)
 BO0242
 BO0242                          SUPERSEDED SURVEY CONTROL
 BO0242
 BO0242  NGVD 29 (??/??/92)  610.081  (m)         2001.57   (f) ADJ UNCH    2 0
 BO0242
 BO0242.Superseded values are not recommended for survey control.
 BO0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0242.See file dsdata.txt to determine how the superseded data were derived.
 BO0242
 BO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU748426(NAD 83)
 BO0242_MARKER: DB = BENCH MARK DISK
 BO0242_SETTING: 66 = SET IN ROCK OUTCROP
 BO0242_SP_SET: OUTCROP
 BO0242_STAMPING: R 720 1942
 BO0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0242+STABILITY: POSITION/ELEVATION WELL
 BO0242
 BO0242  HISTORY     - Date     Condition        Report By
 BO0242  HISTORY     - 1942     MONUMENTED       CGS
 BO0242  HISTORY     - 1970     GOOD             USGS
 BO0242
 BO0242                          STATION DESCRIPTION
 BO0242
 BO0242'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BO0242'15.6 MI E FROM PANDALE.
 BO0242'ABOUT 15.6 MILES ALONG THE PUBLIC ROAD LEADING TO JUNO FROM THE
 BO0242'SCHOOLHOUSE AT PANDALE TO JUNCTION WITH OLD ROAD SCAR LEADING
 BO0242'SOUTHEAST, 0.27 MILE SE ALONG OLD ROAD, 23 FEET SOUTHEAST OF A 12 INCH
 BO0242'CEDAR, 28 FEET NORTHEAST OF CENTERLINE ROAD, IN A LIMESTONE OUTCROP
 BO0242'ABOUT 1 FOOT LOWER THAN THE ROAD, A STANDARD DISK STAMPED R 720 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0265 ***********************************************************************
 BO0265  DESIGNATION -  R 721
 BO0265  PID         -  BO0265
 BO0265  STATE/COUNTY-  TX/VAL VERDE
 BO0265  USGS QUAD   -  JUNO (1970)
 BO0265
 BO0265                         *CURRENT SURVEY CONTROL
 BO0265  ___________________________________________________________________
 BO0265* NAD 83(1986)-  30 08 02.     (N)    101 07 18.     (W)     SCALED    
 BO0265* NAVD 88     -       516.458  (meters)    1694.41   (feet)  ADJUSTED  
 BO0265  ___________________________________________________________________
 BO0265  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 BO0265  DYNAMIC HT  -         515.697 (meters)    1691.92  (feet)  COMP
 BO0265  MODELED GRAV-     979,152.4   (mgal)                       NAVD 88
 BO0265
 BO0265  VERT ORDER  -  SECOND    CLASS 0
 BO0265
 BO0265.The horizontal coordinates were scaled from a topographic map and have
 BO0265.an estimated accuracy of +/- 6 seconds.
 BO0265
 BO0265.The orthometric height was determined by differential leveling
 BO0265.and adjusted by the National Geodetic Survey in June 1991..
 BO0265
 BO0265.The geoid height was determined by GEOID03.
 BO0265
 BO0265.The dynamic height is computed by dividing the NAVD 88
 BO0265.geopotential number by the normal gravity value computed on the
 BO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0265.degrees latitude (g = 980.6199 gals.).
 BO0265
 BO0265.The modeled gravity was interpolated from observed gravity values.
 BO0265
 BO0265;                    North         East    Units  Estimated Accuracy
 BO0265;SPC TXSC     - 4,256,830.      395,580.      MT  (+/- 180 meters Scaled)
 BO0265
 BO0265                          SUPERSEDED SURVEY CONTROL
 BO0265
 BO0265  NGVD 29 (??/??/92)  516.336  (m)         1694.01   (f) ADJ UNCH    2 0
 BO0265
 BO0265.Superseded values are not recommended for survey control.
 BO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0265.See file dsdata.txt to determine how the superseded data were derived.
 BO0265
 BO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU956355(NAD 83)
 BO0265_MARKER: DB = BENCH MARK DISK
 BO0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0265_STAMPING: R 721 1942
 BO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0265+STABILITY: SURFACE MOTION
 BO0265
 BO0265  HISTORY     - Date     Condition        Report By
 BO0265  HISTORY     - 1942     MONUMENTED       CGS
 BO0265  HISTORY     - 1971     MARK NOT FOUND   NGS
 BO0265
 BO0265                          STATION DESCRIPTION
 BO0265
 BO0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0265'2.0 MI W FROM JUNO.
 BO0265'THIS MARK IS ABOUT 2.0 MILES WEST ALONG A DIRT ROAD TO PANDALE FROM
 BO0265'THE POST OFFICE AT JUNO, VAL VERDE COUTNY, 0.2 MILE EAST OF DEVIL
 BO0265'RIVER, SET ALONG SMALL MESQUITE TREES, 28.5 FEET SOUTHEAST OF THE
 BO0265'CENTER LINE OF THE ROAD, ABOUT 0.1 MILE SOUTHWEST OF HIGHWAY 163,
 BO0265'ABOUT LEVEL WITH THE ROAD.
 BO0265
 BO0265                          STATION RECOVERY (1971)
 BO0265
 BO0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0225 ***********************************************************************
 AZ0225  DESIGNATION -  R 723
 AZ0225  PID         -  AZ0225
 AZ0225  STATE/COUNTY-  TX/VAL VERDE
 AZ0225  USGS QUAD   -  OPEN HOLLOW (1978)
 AZ0225
 AZ0225                         *CURRENT SURVEY CONTROL
 AZ0225  ___________________________________________________________________
 AZ0225* NAD 83(1986)-  29 59 06.     (N)    100 47 58.     (W)     SCALED    
 AZ0225* NAVD 88     -       538.488  (meters)    1766.69   (feet)  ADJUSTED  
 AZ0225  ___________________________________________________________________
 AZ0225  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0225  DYNAMIC HT  -         537.693 (meters)    1764.08  (feet)  COMP
 AZ0225  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 AZ0225
 AZ0225  VERT ORDER  -  SECOND    CLASS 0
 AZ0225
 AZ0225.The horizontal coordinates were scaled from a topographic map and have
 AZ0225.an estimated accuracy of +/- 6 seconds.
 AZ0225
 AZ0225.The orthometric height was determined by differential leveling
 AZ0225.and adjusted by the National Geodetic Survey in June 1991..
 AZ0225
 AZ0225.The geoid height was determined by GEOID03.
 AZ0225
 AZ0225.The dynamic height is computed by dividing the NAVD 88
 AZ0225.geopotential number by the normal gravity value computed on the
 AZ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0225.degrees latitude (g = 980.6199 gals.).
 AZ0225
 AZ0225.The modeled gravity was interpolated from observed gravity values.
 AZ0225
 AZ0225;                    North         East    Units  Estimated Accuracy
 AZ0225;SPC TXSC     - 4,239,800.      426,370.      MT  (+/- 180 meters Scaled)
 AZ0225
 AZ0225                          SUPERSEDED SURVEY CONTROL
 AZ0225
 AZ0225  NGVD 29 (??/??/92)  538.384  (m)         1766.35   (f) ADJ UNCH    2 0
 AZ0225
 AZ0225.Superseded values are not recommended for survey control.
 AZ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0225.See file dsdata.txt to determine how the superseded data were derived.
 AZ0225
 AZ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU264184(NAD 83)
 AZ0225_MARKER: DB = BENCH MARK DISK
 AZ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0225_STAMPING: R 723 1942
 AZ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0225+STABILITY: SURFACE MOTION
 AZ0225
 AZ0225  HISTORY     - Date     Condition        Report By
 AZ0225  HISTORY     - 1942     MONUMENTED       CGS
 AZ0225
 AZ0225                          STATION DESCRIPTION
 AZ0225
 AZ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AZ0225'6.15 MI NW FROM LOMA ALTA.
 AZ0225'THIS MARK IS ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 277 AND ABOUT
 AZ0225'2.45 MILES WEST ALONG A RANCH ROAD TO JUNO FROM THE STORE AT LOMA
 AZ0225'ALTA, VAL VERDE COUNTY, ABOUT 0.1 MILE EAST OF A BUMPER GATE, SET AT
 AZ0225'THE NORTHWEST END OF A SLIGHT CURVE, 26.0 FEET SOUTHWEST OF THE CENTER
 AZ0225'LINE OF THE ROAD, 32.0 FEET NORTHWEST OF A BLAZED 6-INCH MESQUITE
 AZ0225'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0314 ***********************************************************************
 BO0314  DESIGNATION -  R 724
 BO0314  PID         -  BO0314
 BO0314  STATE/COUNTY-  TX/TERRELL
 BO0314  USGS QUAD   -  OASIS RANCH (1980)
 BO0314
 BO0314                         *CURRENT SURVEY CONTROL
 BO0314  ___________________________________________________________________
 BO0314* NAD 83(1986)-  30 27 49.     (N)    101 50 06.     (W)     SCALED    
 BO0314* NAVD 88     -       635.552  (meters)    2085.14   (feet)  ADJUSTED  
 BO0314  ___________________________________________________________________
 BO0314  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 BO0314  DYNAMIC HT  -         634.615 (meters)    2082.07  (feet)  COMP
 BO0314  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 BO0314
 BO0314  VERT ORDER  -  SECOND    CLASS 0
 BO0314
 BO0314.The horizontal coordinates were scaled from a topographic map and have
 BO0314.an estimated accuracy of +/- 6 seconds.
 BO0314
 BO0314.The orthometric height was determined by differential leveling
 BO0314.and adjusted by the National Geodetic Survey in June 1991..
 BO0314
 BO0314.The geoid height was determined by GEOID03.
 BO0314
 BO0314.The dynamic height is computed by dividing the NAVD 88
 BO0314.geopotential number by the normal gravity value computed on the
 BO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0314.degrees latitude (g = 980.6199 gals.).
 BO0314
 BO0314.The modeled gravity was interpolated from observed gravity values.
 BO0314
 BO0314;                    North         East    Units  Estimated Accuracy
 BO0314;SPC TXSC     - 4,294,820.      327,750.      MT  (+/- 180 meters Scaled)
 BO0314
 BO0314                          SUPERSEDED SURVEY CONTROL
 BO0314
 BO0314  NGVD 29 (??/??/92)  635.336  (m)         2084.43   (f) ADJ UNCH    2 0
 BO0314
 BO0314.Superseded values are not recommended for survey control.
 BO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0314.See file dsdata.txt to determine how the superseded data were derived.
 BO0314
 BO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU277735(NAD 83)
 BO0314_MARKER: DB = BENCH MARK DISK
 BO0314_SETTING: 66 = SET IN ROCK OUTCROP
 BO0314_SP_SET: LEDGE
 BO0314_STAMPING: R 724 1942
 BO0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0314+STABILITY: POSITION/ELEVATION WELL
 BO0314
 BO0314  HISTORY     - Date     Condition        Report By
 BO0314  HISTORY     - 1942     MONUMENTED       CGS
 BO0314  HISTORY     - 1958     GOOD             NGS
 BO0314  HISTORY     - 1967     MARK NOT FOUND   NGS
 BO0314
 BO0314                          STATION DESCRIPTION
 BO0314
 BO0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0314'24.1 MI S FROM SHEFFIELD.
 BO0314'ABOUT 23.05 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0314'AT SHEFFIELD, THENCE 1.05 MILES NORTHWEST ALONG THE OLD HIGHWAY GRADE
 BO0314'WHICH SKIRTS THE NORTH AND LOWER SIDE OF A HIGH BLUFF, IN THE TOP OF A
 BO0314'ROCK LEDGE WHICH PROJECTS 6 INCHES ON THE NORTH SIDE, 64 FEET
 BO0314'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 0.3 MILE
 BO0314'SOUTH OF AND ACROSS THE OLD HIGHWAY FROM A SMALL CONCRETE BLOCK HOUSE,
 BO0314'ABOUT 0.1 MILE WEST OF A WASH AT A SHARP CURVE IN THE OLD HIGHWAY, AND
 BO0314'ABOUT 7 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY. NOTE-- THIS MARK IS
 BO0314'ABOUT 1.0 MILE SOUTH ALONG THE OLD HIGHWAY FROM B. M. Q 724.
 BO0314
 BO0314                          STATION RECOVERY (1967)
 BO0314
 BO0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BO0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0095 ***********************************************************************
 BP0095  DESIGNATION -  R 725
 BP0095  PID         -  BP0095
 BP0095  STATE/COUNTY-  TX/TERRELL
 BP0095  USGS QUAD   -  DRYDEN NE (1969)
 BP0095
 BP0095                         *CURRENT SURVEY CONTROL
 BP0095  ___________________________________________________________________
 BP0095* NAD 83(1986)-  30 14 09.     (N)    102 03 28.     (W)     SCALED    
 BP0095* NAVD 88     -       719.284  (meters)    2359.85   (feet)  ADJUSTED  
 BP0095  ___________________________________________________________________
 BP0095  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BP0095  DYNAMIC HT  -         718.195 (meters)    2356.28  (feet)  COMP
 BP0095  MODELED GRAV-     979,104.8   (mgal)                       NAVD 88
 BP0095
 BP0095  VERT ORDER  -  SECOND    CLASS 0
 BP0095
 BP0095.The horizontal coordinates were scaled from a topographic map and have
 BP0095.an estimated accuracy of +/- 6 seconds.
 BP0095
 BP0095.The orthometric height was determined by differential leveling
 BP0095.and adjusted by the National Geodetic Survey in June 1991..
 BP0095
 BP0095.The geoid height was determined by GEOID03.
 BP0095
 BP0095.The dynamic height is computed by dividing the NAVD 88
 BP0095.geopotential number by the normal gravity value computed on the
 BP0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0095.degrees latitude (g = 980.6199 gals.).
 BP0095
 BP0095.The modeled gravity was interpolated from observed gravity values.
 BP0095
 BP0095;                    North         East    Units  Estimated Accuracy
 BP0095;SPC TXSC     - 4,270,120.      305,700.      MT  (+/- 180 meters Scaled)
 BP0095
 BP0095                          SUPERSEDED SURVEY CONTROL
 BP0095
 BP0095  NGVD 29 (??/??/92)  719.061  (m)         2359.12   (f) ADJ UNCH    2 0
 BP0095
 BP0095.Superseded values are not recommended for survey control.
 BP0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0095.See file dsdata.txt to determine how the superseded data were derived.
 BP0095
 BP0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP831485(NAD 83)
 BP0095_MARKER: DB = BENCH MARK DISK
 BP0095_SETTING: 66 = SET IN ROCK OUTCROP
 BP0095_SP_SET: ROCK LEDGE OUTCROP
 BP0095_STAMPING: R 725 1942
 BP0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0095+STABILITY: POSITION/ELEVATION WELL
 BP0095
 BP0095  HISTORY     - Date     Condition        Report By
 BP0095  HISTORY     - 1942     MONUMENTED       CGS
 BP0095  HISTORY     - 1958     GOOD             NGS
 BP0095
 BP0095                          STATION DESCRIPTION
 BP0095
 BP0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0095'14.35 MI N FROM DRYDEN.
 BP0095'ABOUT 8.7 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0095'ORLEANS RAILROAD STATION AT DRYDEN, THENCE 5.65 MILES NORTH ALONG THE
 BP0095'OLD HIGHWAY, IN THE TOP OF A LARGE ROCK LEDGE OUTCROP WHICH PROJECTS 2
 BP0095'FEET ON THE WEST SIDE, 20 FEET EAST OF THE CENTER LINE OF THE OLD
 BP0095'HIGHWAY, ABOUT 0.2 MILE SOUTH OF A FENCE CROSSING THE OLD HIGHWAY, AND
 BP0095'ABOUT 2 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0392 ***********************************************************************
 CC0392  DESIGNATION -  R 726
 CC0392  PID         -  CC0392
 CC0392  STATE/COUNTY-  TX/REEVES
 CC0392  USGS QUAD   -  BIG HILL (1970)
 CC0392
 CC0392                         *CURRENT SURVEY CONTROL
 CC0392  ___________________________________________________________________
 CC0392* NAD 83(1986)-  31 24 50.     (N)    103 51 41.     (W)     SCALED    
 CC0392* NAVD 88     -       913.394  (meters)    2996.69   (feet)  ADJUSTED  
 CC0392  ___________________________________________________________________
 CC0392  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CC0392  DYNAMIC HT  -         912.036 (meters)    2992.24  (feet)  COMP
 CC0392  MODELED GRAV-     979,122.8   (mgal)                       NAVD 88
 CC0392
 CC0392  VERT ORDER  -  SECOND    CLASS 0
 CC0392
 CC0392.The horizontal coordinates were scaled from a topographic map and have
 CC0392.an estimated accuracy of +/- 6 seconds.
 CC0392
 CC0392.The orthometric height was determined by differential leveling
 CC0392.and adjusted by the National Geodetic Survey in June 1991..
 CC0392
 CC0392.The geoid height was determined by GEOID03.
 CC0392
 CC0392.The dynamic height is computed by dividing the NAVD 88
 CC0392.geopotential number by the normal gravity value computed on the
 CC0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0392.degrees latitude (g = 980.6199 gals.).
 CC0392
 CC0392.The modeled gravity was interpolated from observed gravity values.
 CC0392
 CC0392;                    North         East    Units  Estimated Accuracy
 CC0392;SPC TX C     - 3,199,010.      364,610.      MT  (+/- 180 meters Scaled)
 CC0392
 CC0392                          SUPERSEDED SURVEY CONTROL
 CC0392
 CC0392  NGVD 29 (??/??/92)  913.020  (m)         2995.47   (f) ADJ UNCH    2 0
 CC0392
 CC0392.Superseded values are not recommended for survey control.
 CC0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0392.See file dsdata.txt to determine how the superseded data were derived.
 CC0392
 CC0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ082760(NAD 83)
 CC0392_MARKER: DB = BENCH MARK DISK
 CC0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0392_STAMPING: R 726 1942
 CC0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0392+STABILITY: SURFACE MOTION
 CC0392
 CC0392  HISTORY     - Date     Condition        Report By
 CC0392  HISTORY     - 1942     MONUMENTED       CGS
 CC0392  HISTORY     - 1958     GOOD             NGS
 CC0392
 CC0392                          STATION DESCRIPTION
 CC0392
 CC0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0392'9.15 MI NW FROM TOYAH.
 CC0392'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0392'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE 0.2 MILE NORTHWEST
 CC0392'ALONG A GRADED DIRT ROAD.  39 FEET NORTHEAST OF THE CENTER LINE OF THE
 CC0392'ROAD, ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF A GRADED ROAD
 CC0392'LEADING NORTH, ON THE SOUTHEAST SLOPE OF A HILL, 1 1/2 FEET NORTHWEST
 CC0392'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 CC0392'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0059 ***********************************************************************
 CD0059  DESIGNATION -  R 727
 CD0059  PID         -  CD0059
 CD0059  STATE/COUNTY-  TX/CULBERSON
 CD0059  USGS QUAD   -  TWO MILL DRAW EAST (1973)
 CD0059
 CD0059                         *CURRENT SURVEY CONTROL
 CD0059  ___________________________________________________________________
 CD0059* NAD 83(1986)-  31 32 43.     (N)    104 11 50.     (W)     SCALED    
 CD0059* NAVD 88     -      1092.745  (meters)    3585.11   (feet)  ADJUSTED  
 CD0059  ___________________________________________________________________
 CD0059  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CD0059  DYNAMIC HT  -        1091.097 (meters)    3579.71  (feet)  COMP
 CD0059  MODELED GRAV-     979,094.2   (mgal)                       NAVD 88
 CD0059
 CD0059  VERT ORDER  -  SECOND    CLASS 0
 CD0059
 CD0059.The horizontal coordinates were scaled from a topographic map and have
 CD0059.an estimated accuracy of +/- 6 seconds.
 CD0059
 CD0059.The orthometric height was determined by differential leveling
 CD0059.and adjusted by the National Geodetic Survey in June 1991..
 CD0059
 CD0059.The geoid height was determined by GEOID03.
 CD0059
 CD0059.The dynamic height is computed by dividing the NAVD 88
 CD0059.geopotential number by the normal gravity value computed on the
 CD0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0059.degrees latitude (g = 980.6199 gals.).
 CD0059
 CD0059.The modeled gravity was interpolated from observed gravity values.
 CD0059
 CD0059;                    North         East    Units  Estimated Accuracy
 CD0059;SPC TX C     - 3,214,630.      333,200.      MT  (+/- 180 meters Scaled)
 CD0059
 CD0059                          SUPERSEDED SURVEY CONTROL
 CD0059
 CD0059  NGVD 29 (??/??/92) 1092.300  (m)         3583.65   (f) ADJ UNCH    2 0
 CD0059
 CD0059.Superseded values are not recommended for survey control.
 CD0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0059.See file dsdata.txt to determine how the superseded data were derived.
 CD0059
 CD0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ762903(NAD 83)
 CD0059_MARKER: DB = BENCH MARK DISK
 CD0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0059_STAMPING: R 727 1942
 CD0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0059+STABILITY: SURFACE MOTION
 CD0059
 CD0059  HISTORY     - Date     Condition        Report By
 CD0059  HISTORY     - 1942     MONUMENTED       CGS
 CD0059  HISTORY     - 1958     GOOD             NGS
 CD0059
 CD0059                          STATION DESCRIPTION
 CD0059
 CD0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0059'33.25 MI NW FROM TOYAH.
 CD0059'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0059'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 24.3 MILES
 CD0059'NORTHWEST ALONG A GRADED ROAD.  29 FEET SOUTHWEST OF THE CENTER LINE
 CD0059'OF THE ROAD, ABOUT 0.1 MILE NORTHWEST OF THE NORTHWEST END OF A CURVE
 CD0059'AROUND A HILL, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 CD0059'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0124 ***********************************************************************
 CD0124  DESIGNATION -  R 728
 CD0124  PID         -  CD0124
 CD0124  STATE/COUNTY-  TX/CULBERSON
 CD0124  USGS QUAD   -  BORACHO (1970)
 CD0124
 CD0124                         *CURRENT SURVEY CONTROL
 CD0124  ___________________________________________________________________
 CD0124* NAD 83(1986)-  31 04 14.     (N)    104 27 57.     (W)     SCALED    
 CD0124* NAVD 88     -      1278.738  (meters)    4195.33   (feet)  ADJUSTED  
 CD0124  ___________________________________________________________________
 CD0124  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 CD0124  DYNAMIC HT  -        1276.748 (meters)    4188.80  (feet)  COMP
 CD0124  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 CD0124
 CD0124  VERT ORDER  -  SECOND    CLASS 0
 CD0124
 CD0124.The horizontal coordinates were scaled from a topographic map and have
 CD0124.an estimated accuracy of +/- 6 seconds.
 CD0124
 CD0124.The orthometric height was determined by differential leveling
 CD0124.and adjusted by the National Geodetic Survey in June 1991..
 CD0124
 CD0124.The geoid height was determined by GEOID03.
 CD0124
 CD0124.The dynamic height is computed by dividing the NAVD 88
 CD0124.geopotential number by the normal gravity value computed on the
 CD0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0124.degrees latitude (g = 980.6199 gals.).
 CD0124
 CD0124.The modeled gravity was interpolated from observed gravity values.
 CD0124
 CD0124;                    North         East    Units  Estimated Accuracy
 CD0124;SPC TX C     - 3,162,950.      305,760.      MT  (+/- 180 meters Scaled)
 CD0124
 CD0124                          SUPERSEDED SURVEY CONTROL
 CD0124
 CD0124  NGVD 29 (??/??/92) 1278.24   (m)         4193.7    (f) COMPUTED    2 0
 CD0124
 CD0124.Superseded values are not recommended for survey control.
 CD0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0124.See file dsdata.txt to determine how the superseded data were derived.
 CD0124
 CD0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ509375(NAD 83)
 CD0124_MARKER: DB = BENCH MARK DISK
 CD0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0124_STAMPING: R 728 1942
 CD0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0124+STABILITY: SURFACE MOTION
 CD0124
 CD0124  HISTORY     - Date     Condition        Report By
 CD0124  HISTORY     - 1942     MONUMENTED       TXGS
 CD0124  HISTORY     - 1956     MARK NOT FOUND   NGS
 CD0124
 CD0124                          STATION DESCRIPTION
 CD0124
 CD0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0124'4.7 MI W FROM BORACHO.
 CD0124'4.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM BORACHO,
 CD0124'CULVERSON COUNTY, ON THE OUTSIDE OF A LONG CURVE IN THE TRACK., 36.7
 CD0124'FEET SOUTH OF THE SOUTH RAIL, 35.3 FEET NORTH OF AN EAST-AND-WEST
 CD0124'FENCE, 9.4 FEET EAST OF A POWERTRANSMISSION LINE POLE, AND ABOUT 7
 CD0124'FEET LOWER THAN THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED R
 CD0124'728 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CD0124'ABOVE GROUND.  NOTE-- IT MAY HAVE BEEN DESTROYED DURING CONSTRUCTION
 CD0124'WORK ALONG THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0047 ***********************************************************************
 BQ0047  DESIGNATION -  R 729
 BQ0047  PID         -  BQ0047
 BQ0047  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0047  USGS QUAD   -  BOGGY DRAW (1978)
 BQ0047
 BQ0047                         *CURRENT SURVEY CONTROL
 BQ0047  ___________________________________________________________________
 BQ0047* NAD 83(1986)-  30 50 28.     (N)    104 29 39.     (W)     SCALED    
 BQ0047* NAVD 88     -      1314.979  (meters)    4314.23   (feet)  ADJUSTED  
 BQ0047  ___________________________________________________________________
 BQ0047  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 BQ0047  DYNAMIC HT  -        1312.870 (meters)    4307.31  (feet)  COMP
 BQ0047  MODELED GRAV-     978,991.8   (mgal)                       NAVD 88
 BQ0047
 BQ0047  VERT ORDER  -  SECOND    CLASS 0
 BQ0047
 BQ0047.The horizontal coordinates were scaled from a topographic map and have
 BQ0047.an estimated accuracy of +/- 6 seconds.
 BQ0047
 BQ0047.The orthometric height was determined by differential leveling
 BQ0047.and adjusted by the National Geodetic Survey in June 1991..
 BQ0047
 BQ0047.The geoid height was determined by GEOID03.
 BQ0047
 BQ0047.The dynamic height is computed by dividing the NAVD 88
 BQ0047.geopotential number by the normal gravity value computed on the
 BQ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0047.degrees latitude (g = 980.6199 gals.).
 BQ0047
 BQ0047.The modeled gravity was interpolated from observed gravity values.
 BQ0047
 BQ0047;                    North         East    Units  Estimated Accuracy
 BQ0047;SPC TX C     - 3,137,640.      302,100.      MT  (+/- 180 meters Scaled)
 BQ0047
 BQ0047                          SUPERSEDED SURVEY CONTROL
 BQ0047
 BQ0047  NGVD 29 (??/??/92) 1314.432  (m)         4312.43   (f) ADJ UNCH    2 0
 BQ0047
 BQ0047.Superseded values are not recommended for survey control.
 BQ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0047.See file dsdata.txt to determine how the superseded data were derived.
 BQ0047
 BQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ483121(NAD 83)
 BQ0047_MARKER: DB = BENCH MARK DISK
 BQ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0047_STAMPING: R 729 1942
 BQ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0047+STABILITY: SURFACE MOTION
 BQ0047
 BQ0047  HISTORY     - Date     Condition        Report By
 BQ0047  HISTORY     - 1942     MONUMENTED       CGS
 BQ0047  HISTORY     - 1958     GOOD             NGS
 BQ0047
 BQ0047                          STATION DESCRIPTION
 BQ0047
 BQ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0047'19.75 MI N FROM VALENTINE.
 BQ0047'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0047'THE STATION AT VALENTINE, THENCE 19.55 MILES NORTH ALONG A DIRT ROAD.
 BQ0047'49 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE
 BQ0047'SOUTHEAST OF THE SOUTHEAST END OF A CURVE, 73 FEET NORTH OF A DIKE
 BQ0047'ACROSS THE ROAD, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 BQ0047'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BQ0047'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0479 ***********************************************************************
 CT0479  DESIGNATION -  R 73
 CT0479  PID         -  CT0479
 CT0479  STATE/COUNTY-  TX/TAYLOR
 CT0479  USGS QUAD   -  TUSCOLA (1967)
 CT0479
 CT0479                         *CURRENT SURVEY CONTROL
 CT0479  ___________________________________________________________________
 CT0479* NAD 83(1986)-  32 10 32.     (N)    099 46 22.     (W)     SCALED    
 CT0479* NAVD 88     -       590.546  (meters)    1937.48   (feet)  ADJUSTED  
 CT0479  ___________________________________________________________________
 CT0479  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CT0479  DYNAMIC HT  -         589.775 (meters)    1934.95  (feet)  COMP
 CT0479  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 CT0479
 CT0479  VERT ORDER  -  FIRST     CLASS II
 CT0479
 CT0479.The horizontal coordinates were scaled from a topographic map and have
 CT0479.an estimated accuracy of +/- 6 seconds.
 CT0479
 CT0479.The orthometric height was determined by differential leveling
 CT0479.and adjusted by the National Geodetic Survey in June 1991..
 CT0479
 CT0479.The geoid height was determined by GEOID03.
 CT0479
 CT0479.The dynamic height is computed by dividing the NAVD 88
 CT0479.geopotential number by the normal gravity value computed on the
 CT0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0479.degrees latitude (g = 980.6199 gals.).
 CT0479
 CT0479.The modeled gravity was interpolated from observed gravity values.
 CT0479
 CT0479;                    North         East    Units  Estimated Accuracy
 CT0479;SPC TXNC     - 2,057,160.      479,970.      MT  (+/- 180 meters Scaled)
 CT0479
 CT0479                          SUPERSEDED SURVEY CONTROL
 CT0479
 CT0479  NGVD 29 (??/??/92)  590.406  (m)         1937.02   (f) ADJ UNCH    1 2
 CT0479
 CT0479.Superseded values are not recommended for survey control.
 CT0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0479.See file dsdata.txt to determine how the superseded data were derived.
 CT0479
 CT0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA271601(NAD 83)
 CT0479_MARKER: DB = BENCH MARK DISK
 CT0479_SETTING: 0 = UNSPECIFIED SETTING
 CT0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0479
 CT0479  HISTORY     - Date     Condition        Report By
 CT0479  HISTORY     - UNK      MONUMENTED       CGS
 CT0479  HISTORY     - 1931     GOOD             NGS
 CT0479  HISTORY     - 1961     GOOD             NGS
 CT0479
 CT0479                          STATION DESCRIPTION
 CT0479
 CT0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CT0479'2.5 MI E FROM TUSCOLA.
 CT0479'2 1/2 MILES EAST OF TUSCOLA ON THE G.C. AND SANTA FE R. R., 7
 CT0479'TELEPHONE POLES SOUTH OF MILE POLE NO 413, IN CONCRETE CULVERT NO 412A
 CT0479'ON THE NORTH SIDE OF THE RAILROAD.
 CT0479
 CT0479                          STATION RECOVERY (1961)
 CT0479
 CT0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0067 ***********************************************************************
 BQ0067  DESIGNATION -  R 730
 BQ0067  PID         -  BQ0067
 BQ0067  STATE/COUNTY-  TX/PRESIDIO
 BQ0067  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0067
 BQ0067                         *CURRENT SURVEY CONTROL
 BQ0067  ___________________________________________________________________
 BQ0067* NAD 83(1986)-  30 31 20.     (N)    104 29 42.     (W)     SCALED    
 BQ0067* NAVD 88     -      1341.554  (meters)    4401.42   (feet)  POSTED    
 BQ0067  ___________________________________________________________________
 BQ0067  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BQ0067  DYNAMIC HT  -        1339.330 (meters)    4394.12  (feet)  COMP
 BQ0067  MODELED GRAV-     978,936.7   (mgal)                       NAVD 88
 BQ0067
 BQ0067  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0067
 BQ0067.The horizontal coordinates were scaled from a topographic map and have
 BQ0067.an estimated accuracy of +/- 6 seconds.
 BQ0067
 BQ0067.The orthometric height was determined by differential leveling
 BQ0067.and adjusted by the National Geodetic Survey in 1992..
 BQ0067.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0067.rate of 1.1 thru 2.0 mm/km.
 BQ0067
 BQ0067.The geoid height was determined by GEOID03.
 BQ0067
 BQ0067.The dynamic height is computed by dividing the NAVD 88
 BQ0067.geopotential number by the normal gravity value computed on the
 BQ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0067.degrees latitude (g = 980.6199 gals.).
 BQ0067
 BQ0067.The modeled gravity was interpolated from observed gravity values.
 BQ0067
 BQ0067;                    North         East    Units  Estimated Accuracy
 BQ0067;SPC TXSC     - 4,310,410.       72,760.      MT  (+/- 180 meters Scaled)
 BQ0067
 BQ0067                          SUPERSEDED SURVEY CONTROL
 BQ0067
 BQ0067  NGVD 29 (??/??/92) 1340.976  (m)         4399.52   (f) ADJ UNCH    2 0
 BQ0067
 BQ0067.Superseded values are not recommended for survey control.
 BQ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0067.See file dsdata.txt to determine how the superseded data were derived.
 BQ0067
 BQ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP484767(NAD 83)
 BQ0067_MARKER: DB = BENCH MARK DISK
 BQ0067_SETTING: 0 = UNSPECIFIED SETTING
 BQ0067_STAMPING: R 730 1943
 BQ0067_MARK LOGO: CGS   
 BQ0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0067
 BQ0067  HISTORY     - Date     Condition        Report By
 BQ0067  HISTORY     - 1943     MONUMENTED       CGS
 BQ0067  HISTORY     - 1966     GOOD             NGS
 BQ0067  HISTORY     - 19790319 GOOD             NGS
 BQ0067
 BQ0067                          STATION DESCRIPTION
 BQ0067
 BQ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0067'4.9 MI S FROM VALENTINE.
 BQ0067'THIS MARK IS ABOUT 4.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE
 BQ0067'RANCH FROM THE VALENTINE POST OFFICE, 0.6 MILES WEST OF A RANCH, 10
 BQ0067'FEET NORTH OF THE CENTERLINE OF THE ROAD, PROJECTING ABOUT 4 INCHES
 BQ0067'ABOVE THE GROUND.
 BQ0067
 BQ0067                          STATION RECOVERY (1979)
 BQ0067
 BQ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BQ0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0188 ***********************************************************************
 BQ0188  DESIGNATION -  R 731
 BQ0188  PID         -  BQ0188
 BQ0188  STATE/COUNTY-  TX/PRESIDIO
 BQ0188  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0188
 BQ0188                         *CURRENT SURVEY CONTROL
 BQ0188  ___________________________________________________________________
 BQ0188* NAD 83(1986)-  30 13 45.     (N)    104 34 14.     (W)     SCALED    
 BQ0188* NAVD 88     -      1287.687  (meters)    4224.69   (feet)  POSTED    
 BQ0188  ___________________________________________________________________
 BQ0188  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BQ0188  DYNAMIC HT  -        1285.560 (meters)    4217.71  (feet)  COMP
 BQ0188  MODELED GRAV-     978,949.1   (mgal)                       NAVD 88
 BQ0188
 BQ0188  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0188
 BQ0188.The horizontal coordinates were scaled from a topographic map and have
 BQ0188.an estimated accuracy of +/- 6 seconds.
 BQ0188
 BQ0188.The orthometric height was determined by differential leveling
 BQ0188.and adjusted by the National Geodetic Survey in 1992..
 BQ0188.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0188.rate of 1.1 thru 2.0 mm/km.
 BQ0188
 BQ0188.The geoid height was determined by GEOID03.
 BQ0188
 BQ0188.The dynamic height is computed by dividing the NAVD 88
 BQ0188.geopotential number by the normal gravity value computed on the
 BQ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0188.degrees latitude (g = 980.6199 gals.).
 BQ0188
 BQ0188.The modeled gravity was interpolated from observed gravity values.
 BQ0188
 BQ0188;                    North         East    Units  Estimated Accuracy
 BQ0188;SPC TXSC     - 4,278,300.       63,970.      MT  (+/- 180 meters Scaled)
 BQ0188
 BQ0188                          SUPERSEDED SURVEY CONTROL
 BQ0188
 BQ0188  NGVD 29 (??/??/92) 1287.152  (m)         4222.93   (f) ADJ UNCH    2 0
 BQ0188
 BQ0188.Superseded values are not recommended for survey control.
 BQ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0188.See file dsdata.txt to determine how the superseded data were derived.
 BQ0188
 BQ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP413442(NAD 83)
 BQ0188_MARKER: DB = BENCH MARK DISK
 BQ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0188_STAMPING: R 731 1943
 BQ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0188+STABILITY: SURFACE MOTION
 BQ0188
 BQ0188  HISTORY     - Date     Condition        Report By
 BQ0188  HISTORY     - 1943     MONUMENTED       CGS
 BQ0188
 BQ0188                          STATION DESCRIPTION
 BQ0188
 BQ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0188'29.6 MI S FROM VALENTINE.
 BQ0188'THIS MARK IS 29.6 MILES SOUTH ALONG THE ROAD TO CANDELARIA FROM THE
 BQ0188'POST OFFICE AT VALENTINE, 13.0 MILES NORTH OF CANDELARIA 1.0 MILE
 BQ0188'SOUTHWEST OF CIENEGA RANCH.  THE ROAD MAKES A COMPLETE U TURN THROUGH
 BQ0188'A GORGE, THE MARK IS ON THE NORTH SIDE OF THE GORGE AT THE EAST END OF
 BQ0188'THE U TURN IN A ROCK OUTCROP, 0.05 MILE WEST OF A CANDELARIA ROAD
 BQ0188'SIGN, 27.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET HIGHER
 BQ0188'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0186 ***********************************************************************
 BB0186  DESIGNATION -  R 732
 BB0186  PID         -  BB0186
 BB0186  STATE/COUNTY-  TX/PRESIDIO
 BB0186  USGS QUAD   -  LAS CONCHAS (1980)
 BB0186
 BB0186                         *CURRENT SURVEY CONTROL
 BB0186  ___________________________________________________________________
 BB0186* NAD 83(1986)-  29 59 46.     (N)    104 40 56.     (W)     SCALED    
 BB0186* NAVD 88     -       845.326  (meters)    2773.37   (feet)  POSTED    
 BB0186  ___________________________________________________________________
 BB0186  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BB0186  DYNAMIC HT  -         843.960 (meters)    2768.89  (feet)  COMP
 BB0186  MODELED GRAV-     978,996.7   (mgal)                       NAVD 88
 BB0186
 BB0186  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0186
 BB0186.The horizontal coordinates were scaled from a topographic map and have
 BB0186.an estimated accuracy of +/- 6 seconds.
 BB0186
 BB0186.The orthometric height was determined by differential leveling
 BB0186.and adjusted by the National Geodetic Survey in 1992..
 BB0186.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0186.rate of 1.1 thru 2.0 mm/km.
 BB0186
 BB0186.The geoid height was determined by GEOID03.
 BB0186
 BB0186.The dynamic height is computed by dividing the NAVD 88
 BB0186.geopotential number by the normal gravity value computed on the
 BB0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0186.degrees latitude (g = 980.6199 gals.).
 BB0186
 BB0186.The modeled gravity was interpolated from observed gravity values.
 BB0186
 BB0186;                    North         East    Units  Estimated Accuracy
 BB0186;SPC TXSC     - 4,253,010.       51,980.      MT  (+/- 180 meters Scaled)
 BB0186
 BB0186                          SUPERSEDED SURVEY CONTROL
 BB0186
 BB0186  NGVD 29 (??/??/92)  844.858  (m)         2771.84   (f) ADJ UNCH    2 0
 BB0186
 BB0186.Superseded values are not recommended for survey control.
 BB0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0186.See file dsdata.txt to determine how the superseded data were derived.
 BB0186
 BB0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP306183(NAD 83)
 BB0186_MARKER: DB = BENCH MARK DISK
 BB0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0186_STAMPING: R 732 1943
 BB0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0186+STABILITY: SURFACE MOTION
 BB0186
 BB0186  HISTORY     - Date     Condition        Report By
 BB0186  HISTORY     - 1943     MONUMENTED       CGS
 BB0186
 BB0186                          STATION DESCRIPTION
 BB0186
 BB0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0186'1.0 MI NW FROM RUIDOSA.
 BB0186'THIS MARK IS 1.0 MILE NORTHWEST ALONG A DIRT ROAD TO CANDELARIA FROM
 BB0186'THE POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, SET BETWEEN TWO CURVES IN
 BB0186'THE OPPOSITE DIRECTION, 40.0 FEET EAST OF THE CENTERLINE OF THE ROAD,
 BB0186'PROJECTING 6-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE
 BB0186'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0024 ***********************************************************************
 CD0024  DESIGNATION -  R 733
 CD0024  PID         -  CD0024
 CD0024  STATE/COUNTY-  TX/CULBERSON
 CD0024  USGS QUAD   -  SCREW BEAN DRAW WEST (1973)
 CD0024
 CD0024                         *CURRENT SURVEY CONTROL
 CD0024  ___________________________________________________________________
 CD0024* NAD 83(1986)-  31 49 24.     (N)    104 09 10.     (W)     SCALED    
 CD0024* NAVD 88     -      1000.031  (meters)    3280.93   (feet)  ADJUSTED  
 CD0024  ___________________________________________________________________
 CD0024  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 CD0024  DYNAMIC HT  -         998.532 (meters)    3276.02  (feet)  COMP
 CD0024  MODELED GRAV-     979,108.1   (mgal)                       NAVD 88
 CD0024
 CD0024  VERT ORDER  -  SECOND    CLASS 0
 CD0024
 CD0024.The horizontal coordinates were scaled from a topographic map and have
 CD0024.an estimated accuracy of +/- 6 seconds.
 CD0024
 CD0024.The orthometric height was determined by differential leveling
 CD0024.and adjusted by the National Geodetic Survey in June 1991..
 CD0024
 CD0024.The geoid height was determined by GEOID03.
 CD0024
 CD0024.The dynamic height is computed by dividing the NAVD 88
 CD0024.geopotential number by the normal gravity value computed on the
 CD0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0024.degrees latitude (g = 980.6199 gals.).
 CD0024
 CD0024.The modeled gravity was interpolated from observed gravity values.
 CD0024
 CD0024;                    North         East    Units  Estimated Accuracy
 CD0024;SPC TX C     - 3,245,290.      338,480.      MT  (+/- 180 meters Scaled)
 CD0024
 CD0024                          SUPERSEDED SURVEY CONTROL
 CD0024
 CD0024  NGVD 29 (??/??/92)  999.540  (m)         3279.32   (f) ADJ UNCH    2 0
 CD0024
 CD0024.Superseded values are not recommended for survey control.
 CD0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0024.See file dsdata.txt to determine how the superseded data were derived.
 CD0024
 CD0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER801211(NAD 83)
 CD0024_MARKER: DB = BENCH MARK DISK
 CD0024_SETTING: 0 = UNSPECIFIED SETTING
 CD0024_STAMPING: R 733 1943
 CD0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0024
 CD0024  HISTORY     - Date     Condition        Report By
 CD0024  HISTORY     - 1943     MONUMENTED       CGS
 CD0024  HISTORY     - 1972     MARK NOT FOUND   USGS
 CD0024
 CD0024                          STATION DESCRIPTION
 CD0024
 CD0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0024'15.6 MI W FROM ORLA.
 CD0024'THIS MARK IS 15.6 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0024'ORLA, 59.0 FEET WEST OF POWER POLE NUMBER 13-24, 25.5 FEET NORTH OF
 CD0024'THE CENTERLINE OF THE ROAD, PROJECTING 7-INCHES ABOVE THE GROUND, 2.0
 CD0024'FEET EAST OF A WHITE REFERENCE POST.
 CD0024
 CD0024                          STATION RECOVERY (1972)
 CD0024
 CD0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CD0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0340 ***********************************************************************
 BA0340  DESIGNATION -  R 734
 BA0340  PID         -  BA0340
 BA0340  STATE/COUNTY-  TX/BREWSTER
 BA0340  USGS QUAD   -  STRADDLEBUG MOUNTAIN (1983)
 BA0340
 BA0340                         *CURRENT SURVEY CONTROL
 BA0340  ___________________________________________________________________
 BA0340* NAD 83(1986)-  29 51 05.     (N)    103 44 12.     (W)     SCALED    
 BA0340* NAVD 88     -      1158.080  (meters)    3799.47   (feet)  POSTED    
 BA0340  ___________________________________________________________________
 BA0340  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0340  DYNAMIC HT  -        1156.180 (meters)    3793.23  (feet)  COMP
 BA0340  MODELED GRAV-     978,959.5   (mgal)                       NAVD 88
 BA0340
 BA0340  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0340
 BA0340.The horizontal coordinates were scaled from a topographic map and have
 BA0340.an estimated accuracy of +/- 6 seconds.
 BA0340
 BA0340.The orthometric height was determined by differential leveling
 BA0340.and adjusted by the National Geodetic Survey in 1992..
 BA0340.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0340.rate of 2.1 thru 3.0 mm/km.
 BA0340
 BA0340.The geoid height was determined by GEOID03.
 BA0340
 BA0340.The dynamic height is computed by dividing the NAVD 88
 BA0340.geopotential number by the normal gravity value computed on the
 BA0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0340.degrees latitude (g = 980.6199 gals.).
 BA0340
 BA0340.The modeled gravity was interpolated from observed gravity values.
 BA0340
 BA0340;                    North         East    Units  Estimated Accuracy
 BA0340;SPC TXSC     - 4,232,920.      142,470.      MT  (+/- 180 meters Scaled)
 BA0340
 BA0340                          SUPERSEDED SURVEY CONTROL
 BA0340
 BA0340  NGVD 29 (??/??/92) 1157.644  (m)         3798.04   (f) ADJ UNCH    2 0
 BA0340
 BA0340.Superseded values are not recommended for survey control.
 BA0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0340.See file dsdata.txt to determine how the superseded data were derived.
 BA0340
 BA0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP220029(NAD 83)
 BA0340_MARKER: DB = BENCH MARK DISK
 BA0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0340_STAMPING: R 734 1943
 BA0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0340+STABILITY: SURFACE MOTION
 BA0340
 BA0340  HISTORY     - Date     Condition        Report By
 BA0340  HISTORY     - 1943     MONUMENTED       CGS
 BA0340  HISTORY     - 1958     GOOD             NGS
 BA0340
 BA0340                          STATION DESCRIPTION
 BA0340
 BA0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0340'0.45 MI NE FROM O 2 RANCH.
 BA0340'ABOUT 0.45 MILE NORTHEAST ALONG GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0340'HEADQUARTERS, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0340'0.25 MILE NORTHEAST OF TWO WINDMILLS AND AIRPLANE HANGAR AT THE
 BA0340'NORTHEAST END OF ALONG CURVE, 1 FOOT NORTHEAST OF A WHITE WOODEN
 BA0340'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0256 ***********************************************************************
 FM0256  DESIGNATION -  R 735
 FM0256  PID         -  FM0256
 FM0256  STATE/COUNTY-  TX/OLDHAM
 FM0256  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0256
 FM0256                         *CURRENT SURVEY CONTROL
 FM0256  ___________________________________________________________________
 FM0256* NAD 83(1986)-  35 19 00.     (N)    102 20 49.     (W)     SCALED    
 FM0256* NAVD 88     -      1160.441  (meters)    3807.21   (feet)  ADJUSTED  
 FM0256  ___________________________________________________________________
 FM0256  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 FM0256  DYNAMIC HT  -        1159.057 (meters)    3802.67  (feet)  COMP
 FM0256  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 FM0256
 FM0256  VERT ORDER  -  SECOND    CLASS 0
 FM0256
 FM0256.The horizontal coordinates were scaled from a topographic map and have
 FM0256.an estimated accuracy of +/- 6 seconds.
 FM0256
 FM0256.The orthometric height was determined by differential leveling
 FM0256.and adjusted by the National Geodetic Survey in June 1991..
 FM0256
 FM0256.The geoid height was determined by GEOID03.
 FM0256
 FM0256.The dynamic height is computed by dividing the NAVD 88
 FM0256.geopotential number by the normal gravity value computed on the
 FM0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0256.degrees latitude (g = 980.6199 gals.).
 FM0256
 FM0256.The modeled gravity was interpolated from observed gravity values.
 FM0256
 FM0256;                    North         East    Units  Estimated Accuracy
 FM0256;SPC TX N     - 1,146,400.      122,990.      MT  (+/- 180 meters Scaled)
 FM0256
 FM0256                          SUPERSEDED SURVEY CONTROL
 FM0256
 FM0256  NGVD 29 (??/??/92) 1159.934  (m)         3805.55   (f) ADJ UNCH    2 0
 FM0256
 FM0256.Superseded values are not recommended for survey control.
 FM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0256.See file dsdata.txt to determine how the superseded data were derived.
 FM0256
 FM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV411113(NAD 83)
 FM0256_MARKER: DB = BENCH MARK DISK
 FM0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0256_STAMPING: R 735 1943
 FM0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0256+STABILITY: SURFACE MOTION
 FM0256
 FM0256  HISTORY     - Date     Condition        Report By
 FM0256  HISTORY     - 1943     MONUMENTED       CGS
 FM0256  HISTORY     - 1966     GOOD             USGS
 FM0256
 FM0256                          STATION DESCRIPTION
 FM0256
 FM0256'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FM0256'8.8 MI NE FROM VEGA.
 FM0256'VEGA.  ABOUT 0.4 MILE NORTH, 3.6 MILES EAST, AND 2.0 MILES NORTH OF
 FM0256'ALONG GRADED COUNTY ROADS.  THENCE ABOUT 2.8 MILES NORTHEAST ALONG THE
 FM0256'OLD VEGA-TASCOSA ROAD.  ABOUT 0.4 MILE NORTH OF WHERE ROAD CROSSES
 FM0256'CATTLE GUARD IN N-S FENCE.  ABOUT 0.4 MILE SOUTHEAST OF ANOTHER CATTLE
 FM0256'GUARD IN AN E-W FENCE.  ABOUT 700 FT SOUTH OF A Y-RD JCT. 35 FT WEST
 FM0256'OF THE CENTERLINE OF THE ROAD.  IN A CONC. POST FLUSH WITH GROUND. A
 FM0256'STD. USC AND GS DISK STAMPED R735 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0374 ***********************************************************************
 BA0374  DESIGNATION -  R 736
 BA0374  PID         -  BA0374
 BA0374  STATE/COUNTY-  TX/PRESIDIO
 BA0374  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0374
 BA0374                         *CURRENT SURVEY CONTROL
 BA0374  ___________________________________________________________________
 BA0374* NAD 83(1986)-  29 42 24.     (N)    103 57 10.     (W)     SCALED    
 BA0374* NAVD 88     -      1114.726  (meters)    3657.23   (feet)  ADJUSTED  
 BA0374  ___________________________________________________________________
 BA0374  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0374  DYNAMIC HT  -        1112.898 (meters)    3651.23  (feet)  COMP
 BA0374  MODELED GRAV-     978,965.2   (mgal)                       NAVD 88
 BA0374
 BA0374  VERT ORDER  -  SECOND    CLASS 0
 BA0374
 BA0374.The horizontal coordinates were scaled from a topographic map and have
 BA0374.an estimated accuracy of +/- 6 seconds.
 BA0374
 BA0374.The orthometric height was determined by differential leveling
 BA0374.and adjusted by the National Geodetic Survey in June 1991..
 BA0374
 BA0374.The geoid height was determined by GEOID03.
 BA0374
 BA0374.The dynamic height is computed by dividing the NAVD 88
 BA0374.geopotential number by the normal gravity value computed on the
 BA0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0374.degrees latitude (g = 980.6199 gals.).
 BA0374
 BA0374.The modeled gravity was interpolated from observed gravity values.
 BA0374
 BA0374;                    North         East    Units  Estimated Accuracy
 BA0374;SPC TXSC     - 4,217,760.      120,920.      MT  (+/- 180 meters Scaled)
 BA0374
 BA0374                          SUPERSEDED SURVEY CONTROL
 BA0374
 BA0374  NGVD 29 (??/??/92) 1114.366  (m)         3656.05   (f) ADJ UNCH    2 0
 BA0374
 BA0374.Superseded values are not recommended for survey control.
 BA0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0374.See file dsdata.txt to determine how the superseded data were derived.
 BA0374
 BA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN013867(NAD 83)
 BA0374_MARKER: DB = BENCH MARK DISK
 BA0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0374_STAMPING: R 736 1943
 BA0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0374+STABILITY: SURFACE MOTION
 BA0374
 BA0374  HISTORY     - Date     Condition        Report By
 BA0374  HISTORY     - 1943     MONUMENTED       CGS
 BA0374  HISTORY     - 1958     GOOD             NGS
 BA0374
 BA0374                          STATION DESCRIPTION
 BA0374
 BA0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0374'7.95 MI SE FROM CASA PIEDRA.
 BA0374'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BA0374'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BA0374'DIRT ROAD, THENCE ABOUT 4.85 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.
 BA0374'29 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.35
 BA0374'MILE WEST-NORTHWEST OF A CATTLE GUARD, ABOUT 1.4 MILES SOUTHEAST OF
 BA0374'THE OLD SELLERS RANCH HOUSE, ABOUT 0.3 MILE SOUTHEAST OF A FENCE
 BA0374'CORNER, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 BA0374'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0151 ***********************************************************************
 BQ0151  DESIGNATION -  R 737
 BQ0151  PID         -  BQ0151
 BQ0151  STATE/COUNTY-  TX/PRESIDIO
 BQ0151  USGS QUAD   -  FRENCHMAN HILLS (1983)
 BQ0151
 BQ0151                         *CURRENT SURVEY CONTROL
 BQ0151  ___________________________________________________________________
 BQ0151* NAD 83(1986)-  30 02 31.     (N)    104 01 33.     (W)     SCALED    
 BQ0151* NAVD 88     -      1280.612  (meters)    4201.47   (feet)  ADJUSTED  
 BQ0151  ___________________________________________________________________
 BQ0151  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BQ0151  DYNAMIC HT  -        1278.477 (meters)    4194.47  (feet)  COMP
 BQ0151  MODELED GRAV-     978,931.0   (mgal)                       NAVD 88
 BQ0151
 BQ0151  VERT ORDER  -  SECOND    CLASS 0
 BQ0151
 BQ0151.The horizontal coordinates were scaled from a topographic map and have
 BQ0151.an estimated accuracy of +/- 6 seconds.
 BQ0151
 BQ0151.The orthometric height was determined by differential leveling
 BQ0151.and adjusted by the National Geodetic Survey in June 1991..
 BQ0151
 BQ0151.The geoid height was determined by GEOID03.
 BQ0151
 BQ0151.The dynamic height is computed by dividing the NAVD 88
 BQ0151.geopotential number by the normal gravity value computed on the
 BQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0151.degrees latitude (g = 980.6199 gals.).
 BQ0151
 BQ0151.The modeled gravity was interpolated from observed gravity values.
 BQ0151
 BQ0151;                    North         East    Units  Estimated Accuracy
 BQ0151;SPC TXSC     - 4,255,190.      115,460.      MT  (+/- 180 meters Scaled)
 BQ0151
 BQ0151                          SUPERSEDED SURVEY CONTROL
 BQ0151
 BQ0151  NGVD 29 (??/??/92) 1280.160  (m)         4199.99   (f) ADJ UNCH    2 0
 BQ0151
 BQ0151.Superseded values are not recommended for survey control.
 BQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0151.See file dsdata.txt to determine how the superseded data were derived.
 BQ0151
 BQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP939238(NAD 83)
 BQ0151_MARKER: DB = BENCH MARK DISK
 BQ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0151_STAMPING: R 737 1943
 BQ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0151+STABILITY: SURFACE MOTION
 BQ0151
 BQ0151  HISTORY     - Date     Condition        Report By
 BQ0151  HISTORY     - 1943     MONUMENTED       CGS
 BQ0151  HISTORY     - 1958     GOOD             NGS
 BQ0151
 BQ0151                          STATION DESCRIPTION
 BQ0151
 BQ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0151'12.65 MI N FROM PLATA.
 BQ0151'ABOUT 12.65 MILES NORTH ALONG FARM ROAD 169 FROM THE RAILROAD SECTION
 BQ0151'FOREMANS HOUSE AT PLATA, 34 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BQ0151'ABOUT 0.2 MILE NORTH OF A PRIVATE ROAD LEADING NORTHWEST, ABOUT 0.25
 BQ0151'MILE EAST-NORTHEAST AND ACROSS THE ROAD FROM A SMALL HOUSE AND
 BQ0151'WINDMILL, ABOUT 0.15 MILE SOUTH OF A SHARP DIP IN THE ROAD, 99 FEET
 BQ0151'SOUTH OF A F.A.P. CONCRETE MARKER, 16 1/2 FEET WEST OF THE EAST RIGHT
 BQ0151'OF WAY FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE
 BQ0151'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0330 ***********************************************************************
 BA0330  DESIGNATION -  R 738
 BA0330  PID         -  BA0330
 BA0330  STATE/COUNTY-  TX/PRESIDIO
 BA0330  USGS QUAD   -  MC KINNEY MOUNTAIN (1983)
 BA0330
 BA0330                         *CURRENT SURVEY CONTROL
 BA0330  ___________________________________________________________________
 BA0330* NAD 83(1986)-  29 47 17.     (N)    103 48 49.     (W)     SCALED    
 BA0330* NAVD 88     -      1125.598  (meters)    3692.90   (feet)  POSTED    
 BA0330  ___________________________________________________________________
 BA0330  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BA0330  DYNAMIC HT  -        1123.760 (meters)    3686.87  (feet)  COMP
 BA0330  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 BA0330
 BA0330  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0330
 BA0330.The horizontal coordinates were scaled from a topographic map and have
 BA0330.an estimated accuracy of +/- 6 seconds.
 BA0330
 BA0330.The orthometric height was determined by differential leveling
 BA0330.and adjusted by the National Geodetic Survey in 1992..
 BA0330.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0330.rate of 2.1 thru 3.0 mm/km.
 BA0330
 BA0330.The geoid height was determined by GEOID03.
 BA0330
 BA0330.The dynamic height is computed by dividing the NAVD 88
 BA0330.geopotential number by the normal gravity value computed on the
 BA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0330.degrees latitude (g = 980.6199 gals.).
 BA0330
 BA0330.The modeled gravity was interpolated from observed gravity values.
 BA0330
 BA0330;                    North         East    Units  Estimated Accuracy
 BA0330;SPC TXSC     - 4,226,210.      134,750.      MT  (+/- 180 meters Scaled)
 BA0330
 BA0330                          SUPERSEDED SURVEY CONTROL
 BA0330
 BA0330  NGVD 29 (??/??/92) 1125.208  (m)         3691.62   (f) ADJ UNCH    2 0
 BA0330
 BA0330.Superseded values are not recommended for survey control.
 BA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0330.See file dsdata.txt to determine how the superseded data were derived.
 BA0330
 BA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN146958(NAD 83)
 BA0330_MARKER: DB = BENCH MARK DISK
 BA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0330_STAMPING: R 738 1943
 BA0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0330+STABILITY: SURFACE MOTION
 BA0330
 BA0330  HISTORY     - Date     Condition        Report By
 BA0330  HISTORY     - 1943     MONUMENTED       CGS
 BA0330  HISTORY     - 1958     GOOD             NGS
 BA0330
 BA0330                          STATION DESCRIPTION
 BA0330
 BA0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0330'9.15 MI SW FROM O 2 RANCH.
 BA0330'ABOUT 4.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0330'HEADQUARTERS TO THE WILSON RANCH BUILDINGS. THENCE ABOUT 3.35 MILES
 BA0330'WEST ALONG A TRACK ROAD TO A WYE JUNCTION, THENCE ABOUT 0.55 MILE WEST
 BA0330'ALONG A DIM TRACK ROAD TO A CREEK BOTTOM, CONTINUE ACROSS CREEK,
 BA0330'THENCE ABOUT 1.0 MILE WEST ALONG A TRACK ROAD.  29 FEET
 BA0330'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A
 BA0330'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0330'PROJECTING 7 INCHES.  NOTE-- THE ROAD HAS BEEN WASHED OUT AND
 BA0330'ABANDONED AT THE CREEK, TO REACH THE BENCH MARK BY VEHICLE-- ABOUT 1.0
 BA0330'MILE SOUTHWEST FROM THE WYE JUNCTION TO THE NEW CREEK CROSSING,
 BA0330'CONTINUE ACROSS CREEK, THENCE ABOUT 1.0 MILE NORTHEAST ALONG WEST BANK
 BA0330'OF CREEK TO THE OLD ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0141 ***********************************************************************
 BB0141  DESIGNATION -  R 739
 BB0141  PID         -  BB0141
 BB0141  STATE/COUNTY-  TX/PRESIDIO
 BB0141  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0141
 BB0141                         *CURRENT SURVEY CONTROL
 BB0141  ___________________________________________________________________
 BB0141* NAD 83(1986)-  29 35 42.     (N)    104 25 11.     (W)     SCALED    
 BB0141* NAVD 88     -       790.446  (meters)    2593.32   (feet)  ADJUSTED  
 BB0141  ___________________________________________________________________
 BB0141  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 BB0141  DYNAMIC HT  -         789.165 (meters)    2589.12  (feet)  COMP
 BB0141  MODELED GRAV-     978,997.2   (mgal)                       NAVD 88
 BB0141
 BB0141  VERT ORDER  -  SECOND    CLASS 0
 BB0141
 BB0141.The horizontal coordinates were scaled from a topographic map and have
 BB0141.an estimated accuracy of +/- 6 seconds.
 BB0141
 BB0141.The orthometric height was determined by differential leveling
 BB0141.and adjusted by the National Geodetic Survey in June 1991..
 BB0141
 BB0141.The geoid height was determined by GEOID03.
 BB0141
 BB0141.The dynamic height is computed by dividing the NAVD 88
 BB0141.geopotential number by the normal gravity value computed on the
 BB0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0141.degrees latitude (g = 980.6199 gals.).
 BB0141
 BB0141.The modeled gravity was interpolated from observed gravity values.
 BB0141
 BB0141;                    North         East    Units  Estimated Accuracy
 BB0141;SPC TXSC     - 4,207,400.       75,220.      MT  (+/- 180 meters Scaled)
 BB0141
 BB0141                          SUPERSEDED SURVEY CONTROL
 BB0141
 BB0141  NGVD 29 (??/??/92)  790.042  (m)         2592.00   (f) ADJ UNCH    2 0
 BB0141
 BB0141.Superseded values are not recommended for survey control.
 BB0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0141.See file dsdata.txt to determine how the superseded data were derived.
 BB0141
 BB0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN561740(NAD 83)
 BB0141_MARKER: DB = BENCH MARK DISK
 BB0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0141_SP_SET: GULCH
 BB0141_STAMPING: R 739 1943
 BB0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0141
 BB0141  HISTORY     - Date     Condition        Report By
 BB0141  HISTORY     - 1943     MONUMENTED       CGS
 BB0141  HISTORY     - 1973     GOOD             NGS
 BB0141  HISTORY     - 20030420 GOOD             USPSQD
 BB0141
 BB0141                          STATION DESCRIPTION
 BB0141
 BB0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0141'4.55 MI NW FROM PRESIDIO.
 BB0141'THIS MARK IS 4.55 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE
 BB0141'POST OFFICE AT PRESIDIO, PRESIDIO COUNTY, 0.1 MILE SOUTHEAST OF A
 BB0141'CURVE AROUND A MESA, SET ON THE WEST SIDE OF A GULCH, 57.0 FEET SOUTH
 BB0141'OF THE CENTERLINE OF THE ROAD, 6.2 FEET WEST OF A CONCRETE POST,
 BB0141'PROJECTING 5-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE
 BB0141'REFERENCE POST.
 BB0141
 BB0141                          STATION RECOVERY (1973)
 BB0141
 BB0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0141'RECOVERED IN GOOD CONDITION.
 BB0141
 BB0141                          STATION RECOVERY (2003)
 BB0141
 BB0141'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BB0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0391 ***********************************************************************
 CA0391  DESIGNATION -  R 74
 CA0391  PID         -  CA0391
 CA0391  STATE/COUNTY-  TX/BROWN
 CA0391  USGS QUAD   -  BANGS WEST (1987)
 CA0391
 CA0391                         *CURRENT SURVEY CONTROL
 CA0391  ___________________________________________________________________
 CA0391* NAD 83(1986)-  31 42 57.     (N)    099 07 37.     (W)     SCALED    
 CA0391* NAVD 88     -       489.333  (meters)    1605.42   (feet)  ADJUSTED  
 CA0391  ___________________________________________________________________
 CA0391  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CA0391  DYNAMIC HT  -         488.689 (meters)    1603.31  (feet)  COMP
 CA0391  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 CA0391
 CA0391  VERT ORDER  -  FIRST     CLASS II
 CA0391
 CA0391.The horizontal coordinates were scaled from a topographic map and have
 CA0391.an estimated accuracy of +/- 6 seconds.
 CA0391
 CA0391.The orthometric height was determined by differential leveling
 CA0391.and adjusted by the National Geodetic Survey in June 1991..
 CA0391
 CA0391.The geoid height was determined by GEOID03.
 CA0391
 CA0391.The dynamic height is computed by dividing the NAVD 88
 CA0391.geopotential number by the normal gravity value computed on the
 CA0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0391.degrees latitude (g = 980.6199 gals.).
 CA0391
 CA0391.The modeled gravity was interpolated from observed gravity values.
 CA0391
 CA0391;                    North         East    Units  Estimated Accuracy
 CA0391;SPC TX C     - 3,227,790.      814,340.      MT  (+/- 180 meters Scaled)
 CA0391
 CA0391                          SUPERSEDED SURVEY CONTROL
 CA0391
 CA0391  NGVD 29 (??/??/92)  489.226  (m)         1605.07   (f) ADJ UNCH    1 2
 CA0391
 CA0391.Superseded values are not recommended for survey control.
 CA0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0391.See file dsdata.txt to determine how the superseded data were derived.
 CA0391
 CA0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA879089(NAD 83)
 CA0391_MARKER: DB = BENCH MARK DISK
 CA0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0391_SP_SET: CULVERT
 CA0391_STAMPING: 1605.069 R 74 1931
 CA0391_MARK LOGO: CGS   
 CA0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0391
 CA0391  HISTORY     - Date     Condition        Report By
 CA0391  HISTORY     - 1931     MONUMENTED       CGS
 CA0391  HISTORY     - 1943     GOOD             NGS
 CA0391  HISTORY     - 1982     GOOD             NGS
 CA0391
 CA0391                          STATION DESCRIPTION
 CA0391
 CA0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CA0391'0.2 MI E FROM BANGS.
 CA0391'0.2 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0391'STATION AT BANGS, BROWN COUNTY, 12 POLES EAST OF MILEPOST 358, AND IN
 CA0391'THE NORTH END OF CULVERT 357 B.  A STANDARD DISK, STAMPED 1605.069 R
 CA0391'74 1931.
 CA0391
 CA0391                          STATION RECOVERY (1982)
 CA0391
 CA0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0391'14.4 KM (8.95 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0391'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, THENCE 0.1 KM (0.05 MI)
 CA0391'SOUTHERLY ALONG NORTH FIFTH STREET IN BANGS, AT THE INTERSECTION OF
 CA0391'NORTH FIFTH STREET AND EAST SANTA FE STREET, IN THE TOP CENTER OF THE
 CA0391'WEST END OF THE NORTH HEADWALL OF A LARGE TWO CHANNEL CONCRETE CULVERT
 CA0391'UNDER THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 86.0 METERS (282.2
 CA0391'FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE STREETS, 77.7
 CA0391'METERS (254.9 FT) EAST OF RAILROAD SIGNAL NUMBER 3571 AND 2.7 METERS
 CA0391'(8.9 FT) NORTH OF THE NEAR RAIL.
 CA0391'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0080 ***********************************************************************
 BA0080  DESIGNATION -  R 740
 BA0080  PID         -  BA0080
 BA0080  STATE/COUNTY-  TX/BREWSTER
 BA0080  USGS QUAD   -  BUTTERBOWL (1983)
 BA0080
 BA0080                         *CURRENT SURVEY CONTROL
 BA0080  ___________________________________________________________________
 BA0080* NAD 83(1986)-  29 41 57.     (N)    103 18 13.     (W)     SCALED    
 BA0080* NAVD 88     -       947.468  (meters)    3108.48   (feet)  ADJUSTED  
 BA0080  ___________________________________________________________________
 BA0080  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 BA0080  DYNAMIC HT  -         945.948 (meters)    3103.50  (feet)  COMP
 BA0080  MODELED GRAV-     979,006.6   (mgal)                       NAVD 88
 BA0080
 BA0080  VERT ORDER  -  SECOND    CLASS 0
 BA0080
 BA0080.The horizontal coordinates were scaled from a topographic map and have
 BA0080.an estimated accuracy of +/- 6 seconds.
 BA0080
 BA0080.The orthometric height was determined by differential leveling
 BA0080.and adjusted by the National Geodetic Survey in June 1991..
 BA0080
 BA0080.The geoid height was determined by GEOID03.
 BA0080
 BA0080.The dynamic height is computed by dividing the NAVD 88
 BA0080.geopotential number by the normal gravity value computed on the
 BA0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0080.degrees latitude (g = 980.6199 gals.).
 BA0080
 BA0080.The modeled gravity was interpolated from observed gravity values.
 BA0080
 BA0080;                    North         East    Units  Estimated Accuracy
 BA0080;SPC TXSC     - 4,214,450.      183,660.      MT  (+/- 180 meters Scaled)
 BA0080
 BA0080                          SUPERSEDED SURVEY CONTROL
 BA0080
 BA0080  NGVD 29 (??/??/92)  947.083  (m)         3107.22   (f) ADJ UNCH    2 0
 BA0080
 BA0080.Superseded values are not recommended for survey control.
 BA0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0080.See file dsdata.txt to determine how the superseded data were derived.
 BA0080
 BA0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN641866(NAD 83)
 BA0080_MARKER: DB = BENCH MARK DISK
 BA0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0080_STAMPING: R 740 1943
 BA0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0080+STABILITY: SURFACE MOTION
 BA0080
 BA0080  HISTORY     - Date     Condition        Report By
 BA0080  HISTORY     - 1943     MONUMENTED       CGS
 BA0080  HISTORY     - 1958     GOOD             NGS
 BA0080  HISTORY     - 1976     GOOD             USGS
 BA0080
 BA0080                          STATION DESCRIPTION
 BA0080
 BA0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0080'12.8 MI W FROM PERSIMMON GAP.
 BA0080'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0080'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0080'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0080'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0080'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE
 BA0080'ABOUT 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0080'TANKS AND A WINDMILL, THENCE ABOUT 3.25 MILES NORTHWEST ALONG A TRACK
 BA0080'ROAD TO A PROMINENT HILL, THENCE ABOUT 0.25 MILE AROUND THE SOUTH SIDE
 BA0080'OF THE HILL, THENCE ABOUT 0.75 MILE NORTHWEST ALONG A DITCH AND OLD
 BA0080'TRACK ROAD, THENCE ABOUT 1.05 MILE NORTHWEST ALONG DIM TRACK ROAD TO A
 BA0080'NORTH-SOUTH FENCE, THENCE 0.45 MILE NORTH ALONG THE EAST SIDE OF THE
 BA0080'FENCE, THENCE ABOUT 0.95 MILE WEST ALONG A TRACK ROAD ALONG THE SOUTH
 BA0080'SIDE OF THE FENCE, CONTINUE THROUGH A GATE, THENCE ABOUT 0.6 MILE
 BA0080'NORTHWEST ALONG A TRACK ROAD. 31 FEET NORTHEAST OF THE CENTER LINE OF
 BA0080'THE TRACK ROAD, AT THE JUNCTION WITH A WELL TRAVELED DIRT ROAD LEADING
 BA0080'EAST TO STATE HIGHWAY 51, AND IN THE TOP OF A CONCRETE POST PROJECTING
 BA0080'8 INCHES.
 BA0080
 BA0080                          STATION RECOVERY (1976)
 BA0080
 BA0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0080'ABOUT 0.1 MI. SOUTH ALONG US HIGHWAY 385 FROM THE PERSIMMON GAP
 BA0080'RANGER STATION TO A GRADED DIRT ROAD, THENCE ABOUT 8.75 MI. NORTHWEST
 BA0080'ALONG THE GRADED DIRT ROAD TO AN OLD ROAD SCAR LEADING SOUTHEAST, 31
 BA0080'FEET NORTHEAST OF THE CENTER OF THE ROAD SCAR, 28 FEET SOUTHWEST OF
 BA0080'THE CENTERLINE OF THE GRADED DIRT ROAD AND IN THE TOP OF A CONCRETE
 BA0080'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0104 ***********************************************************************
 BA0104  DESIGNATION -  R 741
 BA0104  PID         -  BA0104
 BA0104  STATE/COUNTY-  TX/BREWSTER
 BA0104  USGS QUAD   -  SOSA PEAK (1983)
 BA0104
 BA0104                         *CURRENT SURVEY CONTROL
 BA0104  ___________________________________________________________________
 BA0104* NAD 83(1986)-  29 50 23.     (N)    103 13 42.     (W)     SCALED    
 BA0104* NAVD 88     -       940.950  (meters)    3087.10   (feet)  ADJUSTED  
 BA0104  ___________________________________________________________________
 BA0104  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BA0104  DYNAMIC HT  -         939.451 (meters)    3082.18  (feet)  COMP
 BA0104  MODELED GRAV-     979,017.1   (mgal)                       NAVD 88
 BA0104
 BA0104  VERT ORDER  -  SECOND    CLASS 0
 BA0104
 BA0104.The horizontal coordinates were scaled from a topographic map and have
 BA0104.an estimated accuracy of +/- 6 seconds.
 BA0104
 BA0104.The orthometric height was determined by differential leveling
 BA0104.and adjusted by the National Geodetic Survey in June 1991..
 BA0104
 BA0104.The geoid height was determined by GEOID03.
 BA0104
 BA0104.The dynamic height is computed by dividing the NAVD 88
 BA0104.geopotential number by the normal gravity value computed on the
 BA0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0104.degrees latitude (g = 980.6199 gals.).
 BA0104
 BA0104.The modeled gravity was interpolated from observed gravity values.
 BA0104
 BA0104;                    North         East    Units  Estimated Accuracy
 BA0104;SPC TXSC     - 4,229,750.      191,500.      MT  (+/- 180 meters Scaled)
 BA0104
 BA0104                          SUPERSEDED SURVEY CONTROL
 BA0104
 BA0104  NGVD 29 (??/??/92)  940.595  (m)         3085.94   (f) ADJ UNCH    2 0
 BA0104
 BA0104.Superseded values are not recommended for survey control.
 BA0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0104.See file dsdata.txt to determine how the superseded data were derived.
 BA0104
 BA0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP711023(NAD 83)
 BA0104_MARKER: DB = BENCH MARK DISK
 BA0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0104_STAMPING: R 741 1943
 BA0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0104+STABILITY: SURFACE MOTION
 BA0104
 BA0104  HISTORY     - Date     Condition        Report By
 BA0104  HISTORY     - 1943     MONUMENTED       CGS
 BA0104  HISTORY     - 1966     GOOD             NGS
 BA0104  HISTORY     - 1976     GOOD             USGS
 BA0104  HISTORY     - 20010331 GOOD             NGS
 BA0104
 BA0104                          STATION DESCRIPTION
 BA0104
 BA0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0104'13.4 MI N FROM PERSIMMON GAP.
 BA0104'ABOUT 13.4 MILES NORTH ALONG U.S. HIGHWAY 385 FROM THE PERSIMMON GAP
 BA0104'MONUMENT, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.3
 BA0104'MILES EAST OF 3 POWER LINE POLES, MIDWAY BETWEEN TWO HILLS, 37 1/2
 BA0104'FEET NORTHEAST OF THE SOUTHWEST HIGHWAY RIGHT OF WAY FENCE, 48 FEET
 BA0104'EAST OF CONCRETE HIGHWAY MARKER NUMBER 1436, 2 FEET NORTHWEST OF A
 BA0104'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0104'PROJECTING 5 INCHES.
 BA0104
 BA0104                          STATION RECOVERY (1976)
 BA0104
 BA0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0104'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BA0104'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
 BA0104
 BA0104                          STATION RECOVERY (2001)
 BA0104
 BA0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0104'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0155 ***********************************************************************
 BA0155  DESIGNATION -  R 742
 BA0155  PID         -  BA0155
 BA0155  STATE/COUNTY-  TX/BREWSTER
 BA0155  USGS QUAD   -  SAN VICENTE (1971)
 BA0155
 BA0155                         *CURRENT SURVEY CONTROL
 BA0155  ___________________________________________________________________
 BA0155* NAD 83(1986)-  29 08 35.     (N)    103 03 46.     (W)     SCALED    
 BA0155* NAVD 88     -       621.463  (meters)    2038.92   (feet)  ADJUSTED  
 BA0155  ___________________________________________________________________
 BA0155  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0155  DYNAMIC HT  -         620.481 (meters)    2035.69  (feet)  COMP
 BA0155  MODELED GRAV-     979,045.3   (mgal)                       NAVD 88
 BA0155
 BA0155  VERT ORDER  -  FIRST     CLASS II
 BA0155
 BA0155.The horizontal coordinates were scaled from a topographic map and have
 BA0155.an estimated accuracy of +/- 6 seconds.
 BA0155
 BA0155.The orthometric height was determined by differential leveling
 BA0155.and adjusted by the National Geodetic Survey in June 1991..
 BA0155
 BA0155.The geoid height was determined by GEOID03.
 BA0155
 BA0155.The dynamic height is computed by dividing the NAVD 88
 BA0155.geopotential number by the normal gravity value computed on the
 BA0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0155.degrees latitude (g = 980.6199 gals.).
 BA0155
 BA0155.The modeled gravity was interpolated from observed gravity values.
 BA0155
 BA0155;                    North         East    Units  Estimated Accuracy
 BA0155;SPC TXSC     - 4,152,020.      204,810.      MT  (+/- 180 meters Scaled)
 BA0155
 BA0155                          SUPERSEDED SURVEY CONTROL
 BA0155
 BA0155  NGVD 29 (??/??/92)  621.114  (m)         2037.77   (f) ADJ UNCH    1 2
 BA0155
 BA0155.Superseded values are not recommended for survey control.
 BA0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0155.See file dsdata.txt to determine how the superseded data were derived.
 BA0155
 BA0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN884253(NAD 83)
 BA0155_MARKER: DB = BENCH MARK DISK
 BA0155_SETTING: 66 = SET IN ROCK OUTCROP
 BA0155_SP_SET: OUTCROP
 BA0155_STAMPING: R 742 1943
 BA0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0155+STABILITY: POSITION/ELEVATION WELL
 BA0155
 BA0155  HISTORY     - Date     Condition        Report By
 BA0155  HISTORY     - 1943     MONUMENTED       CGS
 BA0155  HISTORY     - 1967     GOOD             NGS
 BA0155
 BA0155                          STATION DESCRIPTION
 BA0155
 BA0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0155'22.3 MI S FROM PARK HEADQUARTERS.
 BA0155'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0155'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0155'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.4 MILES WEST ALONG
 BA0155'A DIRT ROAD, THENCE 1.4 MILES NORTHWEST ALONG AN ABANDONED ROAD, IN
 BA0155'THE TOP OF A SANDSTONE OUTCROP PROJECTING 1 1/2 FEET ON THE SOUTHWEST
 BA0155'SIDE, 76 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, ON THE
 BA0155'SOUTHWEST SLOPE OF A HILL, AT THE WEST END OF A CURVE, AND ABOUT 15
 BA0155'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0154 ***********************************************************************
 BP0154  DESIGNATION -  R 743
 BP0154  PID         -  BP0154
 BP0154  STATE/COUNTY-  TX/BREWSTER
 BP0154  USGS QUAD   -  FRESNO CREEK (1968)
 BP0154
 BP0154                         *CURRENT SURVEY CONTROL
 BP0154  ___________________________________________________________________
 BP0154* NAD 83(1986)-  30 03 47.     (N)    102 40 09.     (W)     SCALED    
 BP0154* NAVD 88     -       908.461  (meters)    2980.51   (feet)  ADJUSTED  
 BP0154  ___________________________________________________________________
 BP0154  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BP0154  DYNAMIC HT  -         907.046 (meters)    2975.87  (feet)  COMP
 BP0154  MODELED GRAV-     979,053.9   (mgal)                       NAVD 88
 BP0154
 BP0154  VERT ORDER  -  FIRST     CLASS II
 BP0154
 BP0154.The horizontal coordinates were scaled from a topographic map and have
 BP0154.an estimated accuracy of +/- 6 seconds.
 BP0154
 BP0154.The orthometric height was determined by differential leveling
 BP0154.and adjusted by the National Geodetic Survey in June 1991..
 BP0154
 BP0154.The geoid height was determined by GEOID03.
 BP0154
 BP0154.The dynamic height is computed by dividing the NAVD 88
 BP0154.geopotential number by the normal gravity value computed on the
 BP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0154.degrees latitude (g = 980.6199 gals.).
 BP0154
 BP0154.The modeled gravity was interpolated from observed gravity values.
 BP0154
 BP0154;                    North         East    Units  Estimated Accuracy
 BP0154;SPC TXSC     - 4,252,670.      246,280.      MT  (+/- 180 meters Scaled)
 BP0154
 BP0154                          SUPERSEDED SURVEY CONTROL
 BP0154
 BP0154  NGVD 29 (??/??/92)  908.171  (m)         2979.56   (f) ADJ UNCH    1 2
 BP0154
 BP0154.Superseded values are not recommended for survey control.
 BP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0154.See file dsdata.txt to determine how the superseded data were derived.
 BP0154
 BP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP246280(NAD 83)
 BP0154_MARKER: DB = BENCH MARK DISK
 BP0154_SETTING: 66 = SET IN ROCK OUTCROP
 BP0154_SP_SET: ROCK OUTCROP
 BP0154_STAMPING: R 743 1943
 BP0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0154+STABILITY: POSITION/ELEVATION WELL
 BP0154
 BP0154  HISTORY     - Date     Condition        Report By
 BP0154  HISTORY     - 1943     MONUMENTED       CGS
 BP0154  HISTORY     - 1958     GOOD             NGS
 BP0154
 BP0154                          STATION DESCRIPTION
 BP0154
 BP0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0154'9.7 MI S FROM LONGFELLOW.
 BP0154'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0154'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 8.7 MILES SOUTH ALONG
 BP0154'A DIRT ROAD.  IN THE TOP OF THE EAST END OF A ROCK OUTCROP AT THE FOOT
 BP0154'OF THE NORTH SIDE OF A HILL, AT THE CROSSING OF A WASH, 88 FEET
 BP0154'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ON THE SOUTH BANK OF THE
 BP0154'WASH, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0182 ***********************************************************************
 BB0182  DESIGNATION -  R 744
 BB0182  PID         -  BB0182
 BB0182  STATE/COUNTY-  TX/PRESIDIO
 BB0182  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0182
 BB0182                         *CURRENT SURVEY CONTROL
 BB0182  ___________________________________________________________________
 BB0182* NAD 83(1986)-  29 28 47.     (N)    104 02 18.     (W)     SCALED    
 BB0182* NAVD 88     -      1276.395  (meters)    4187.64   (feet)  ADJUSTED  
 BB0182  ___________________________________________________________________
 BB0182  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BB0182  DYNAMIC HT  -        1274.243 (meters)    4180.58  (feet)  COMP
 BB0182  MODELED GRAV-     978,912.0   (mgal)                       NAVD 88
 BB0182
 BB0182  VERT ORDER  -  FIRST     CLASS II
 BB0182
 BB0182.The horizontal coordinates were scaled from a topographic map and have
 BB0182.an estimated accuracy of +/- 6 seconds.
 BB0182
 BB0182.The orthometric height was determined by differential leveling
 BB0182.and adjusted by the National Geodetic Survey in June 1991..
 BB0182
 BB0182.The geoid height was determined by GEOID03.
 BB0182
 BB0182.The dynamic height is computed by dividing the NAVD 88
 BB0182.geopotential number by the normal gravity value computed on the
 BB0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0182.degrees latitude (g = 980.6199 gals.).
 BB0182
 BB0182.The modeled gravity was interpolated from observed gravity values.
 BB0182
 BB0182;                    North         East    Units  Estimated Accuracy
 BB0182;SPC TXSC     - 4,192,990.      111,570.      MT  (+/- 180 meters Scaled)
 BB0182
 BB0182                          SUPERSEDED SURVEY CONTROL
 BB0182
 BB0182  NGVD 29 (??/??/92) 1276.030  (m)         4186.44   (f) ADJ UNCH    1 2
 BB0182
 BB0182.Superseded values are not recommended for survey control.
 BB0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0182.See file dsdata.txt to determine how the superseded data were derived.
 BB0182
 BB0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN932615(NAD 83)
 BB0182_MARKER: DB = BENCH MARK DISK
 BB0182_SETTING: 66 = SET IN ROCK OUTCROP
 BB0182_SP_SET: ROCK OUTCROP
 BB0182_STAMPING: R 744 1943
 BB0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0182+STABILITY: POSITION/ELEVATION WELL
 BB0182
 BB0182  HISTORY     - Date     Condition        Report By
 BB0182  HISTORY     - 1943     MONUMENTED       CGS
 BB0182  HISTORY     - 1958     GOOD             NGS
 BB0182
 BB0182                          STATION DESCRIPTION
 BB0182
 BB0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0182'6.0 MI W FROM FOWLKES BROS RANCH.
 BB0182'ABOUT 6.0 MILES WEST ALONG A WINDING ROCKY TRAIL ROAD FROM THE FOWLKES
 BB0182'BROS. RANCH HOUSE, IN THE TOP OF THE WEST END OF A LARGE ROCK OUTCROP
 BB0182'PROJECTING 4 FEET ABOVE THE WASH, 39 FEET SOUTHWEST OF THE CENTER LINE
 BB0182'OF THE ROAD, ABOUT 0.25 MILE WEST OF A SHARP CURVE, 135 FEET SOUTHEAST
 BB0182'OF THE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING SOUTHWEST UP A
 BB0182'HILL, 105 FEET SOUTHEAST OF TWO LARGE BOULDERS ON EITHER SIDE OF THE
 BB0182'WASH, 16 FEET NORTHEAST OF THE CENTER LINE OF THE WASH, AND ABOUT
 BB0182'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0066 ***********************************************************************
 BA0066  DESIGNATION -  R 745
 BA0066  PID         -  BA0066
 BA0066  STATE/COUNTY-  TX/BREWSTER
 BA0066  USGS QUAD   -  HOOD SPRING SE (1983)
 BA0066
 BA0066                         *CURRENT SURVEY CONTROL
 BA0066  ___________________________________________________________________
 BA0066* NAD 83(1986)-  29 48 20.     (N)    103 00 32.     (W)     SCALED    
 BA0066* NAVD 88     -       850.136  (meters)    2789.15   (feet)  ADJUSTED  
 BA0066  ___________________________________________________________________
 BA0066  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0066  DYNAMIC HT  -         848.800 (meters)    2784.77  (feet)  COMP
 BA0066  MODELED GRAV-     979,042.8   (mgal)                       NAVD 88
 BA0066
 BA0066  VERT ORDER  -  FIRST     CLASS II
 BA0066
 BA0066.The horizontal coordinates were scaled from a topographic map and have
 BA0066.an estimated accuracy of +/- 6 seconds.
 BA0066
 BA0066.The orthometric height was determined by differential leveling
 BA0066.and adjusted by the National Geodetic Survey in June 1991..
 BA0066
 BA0066.The geoid height was determined by GEOID03.
 BA0066
 BA0066.The dynamic height is computed by dividing the NAVD 88
 BA0066.geopotential number by the normal gravity value computed on the
 BA0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0066.degrees latitude (g = 980.6199 gals.).
 BA0066
 BA0066.The modeled gravity was interpolated from observed gravity values.
 BA0066
 BA0066;                    North         East    Units  Estimated Accuracy
 BA0066;SPC TXSC     - 4,225,220.      212,560.      MT  (+/- 180 meters Scaled)
 BA0066
 BA0066                          SUPERSEDED SURVEY CONTROL
 BA0066
 BA0066  NGVD 29 (??/??/92)  849.814  (m)         2788.10   (f) ADJ UNCH    1 2
 BA0066
 BA0066.Superseded values are not recommended for survey control.
 BA0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0066.See file dsdata.txt to determine how the superseded data were derived.
 BA0066
 BA0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN924989(NAD 83)
 BA0066_MARKER: DB = BENCH MARK DISK
 BA0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0066_STAMPING: R 745 1943
 BA0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0066+STABILITY: SURFACE MOTION
 BA0066
 BA0066  HISTORY     - Date     Condition        Report By
 BA0066  HISTORY     - 1943     MONUMENTED       CGS
 BA0066  HISTORY     - 1966     GOOD             NGS
 BA0066  HISTORY     - 1976     GOOD             USGS
 BA0066  HISTORY     - 20010331 GOOD             NGS
 BA0066
 BA0066                          STATION DESCRIPTION
 BA0066
 BA0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0066'16.2 MI NE FROM PERSIMMON GAP.
 BA0066'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0066'PERSIMMON GAP, THENCE 9.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 31
 BA0066'FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.3 MILES WEST OF A POWER
 BA0066'LINE CROSSING, 24 FEET NORTH OF THE NORTH END OF A CATTLEGUARD, 105
 BA0066'FEET SOUTH OF A TEE FENCE CORNER, 2 FEET WEST OF A FENCE, 2 FEET SOUTH
 BA0066'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0066'PROJECTING 7 INCHES.
 BA0066
 BA0066                          STATION RECOVERY (1976)
 BA0066
 BA0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0066'FROM THE SOUTH END OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH
 BA0066'HEADQUARTERS GO WEST ON THE COUNTY ROAD FOR 6.1 MILES TO A CATTLE
 BA0066'GUARD IN A NORTH-SOUTH FENCE AND THE MARK ON THE RIGHT. IT IS 31 FEET
 BA0066'NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF THE NORTH-SOUTH
 BA0066'FENCE 7 FEET SOUTH OF AN EAST-WEST FENCE AT ABOUT THE SAME ELEVATION
 BA0066'AS THE ROAD. IT IS A STANDARD DISK SET IN THE TOP OF A SIX INCHES
 BA0066'SQUARE, PROJECTING 2 INCHES, STAMPED R 745 1943.
 BA0066
 BA0066                          STATION RECOVERY (2001)
 BA0066
 BA0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0066'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0130 ***********************************************************************
 BA0130  DESIGNATION -  R 746
 BA0130  PID         -  BA0130
 BA0130  STATE/COUNTY-  TX/BREWSTER
 BA0130  USGS QUAD   -  REED CAMP (1971)
 BA0130
 BA0130                         *CURRENT SURVEY CONTROL
 BA0130  ___________________________________________________________________
 BA0130* NAD 83(1986)-  29 03 44.     (N)    103 18 44.     (W)     SCALED    
 BA0130* NAVD 88     -       696.981  (meters)    2286.68   (feet)  ADJUSTED  
 BA0130  ___________________________________________________________________
 BA0130  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BA0130  DYNAMIC HT  -         695.856 (meters)    2282.99  (feet)  COMP
 BA0130  MODELED GRAV-     979,008.2   (mgal)                       NAVD 88
 BA0130
 BA0130  VERT ORDER  -  FIRST     CLASS II
 BA0130
 BA0130.The horizontal coordinates were scaled from a topographic map and have
 BA0130.an estimated accuracy of +/- 6 seconds.
 BA0130
 BA0130.The orthometric height was determined by differential leveling
 BA0130.and adjusted by the National Geodetic Survey in June 1991..
 BA0130
 BA0130.The geoid height was determined by GEOID03.
 BA0130
 BA0130.The dynamic height is computed by dividing the NAVD 88
 BA0130.geopotential number by the normal gravity value computed on the
 BA0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0130.degrees latitude (g = 980.6199 gals.).
 BA0130
 BA0130.The modeled gravity was interpolated from observed gravity values.
 BA0130
 BA0130;                    North         East    Units  Estimated Accuracy
 BA0130;SPC TXSC     - 4,143,930.      180,220.      MT  (+/- 180 meters Scaled)
 BA0130
 BA0130                          SUPERSEDED SURVEY CONTROL
 BA0130
 BA0130  NGVD 29 (??/??/92)  696.598  (m)         2285.42   (f) ADJ UNCH    1 2
 BA0130
 BA0130.Superseded values are not recommended for survey control.
 BA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0130.See file dsdata.txt to determine how the superseded data were derived.
 BA0130
 BA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN643160(NAD 83)
 BA0130_MARKER: DB = BENCH MARK DISK
 BA0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0130_STAMPING: R 746 1943
 BA0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0130+STABILITY: SURFACE MOTION
 BA0130
 BA0130  HISTORY     - Date     Condition        Report By
 BA0130  HISTORY     - 1943     MONUMENTED       CGS
 BA0130  HISTORY     - 1958     GOOD             NGS
 BA0130
 BA0130                          STATION DESCRIPTION
 BA0130
 BA0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0130'21.9 MI SE FROM CASTOLON.
 BA0130'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0130'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0130'1.4 MILES NORTH ALONG AN ABANDONED CANYON ROAD, THENCE 1.55 MILES
 BA0130'NORTH ALONG AN ABANDONED ROAD, THENCE 1.65 MILES SOUTHEAST ALONG AN
 BA0130'ABANDONED ROAD.  30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BA0130'ABOUT 0.2 MILE NORTHWEST OF THE JUNCTION OF A GRADED DIRT ROAD, 2 FEET
 BA0130'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BA0130'AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0035 ***********************************************************************
 BA0035  DESIGNATION -  R 747
 BA0035  PID         -  BA0035
 BA0035  STATE/COUNTY-  TX/BREWSTER
 BA0035  USGS QUAD   -  BONE SPRING (1971)
 BA0035
 BA0035                         *CURRENT SURVEY CONTROL
 BA0035  ___________________________________________________________________
 BA0035* NAD 83(1986)-  29 33 04.     (N)    103 07 51.     (W)     SCALED    
 BA0035* NAVD 88     -       853.573  (meters)    2800.43   (feet)  ADJUSTED  
 BA0035  ___________________________________________________________________
 BA0035  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0035  DYNAMIC HT  -         852.214 (meters)    2795.97  (feet)  COMP
 BA0035  MODELED GRAV-     979,021.9   (mgal)                       NAVD 88
 BA0035
 BA0035  VERT ORDER  -  FIRST     CLASS II
 BA0035
 BA0035.The horizontal coordinates were scaled from a topographic map and have
 BA0035.an estimated accuracy of +/- 6 seconds.
 BA0035
 BA0035.The orthometric height was determined by differential leveling
 BA0035.and adjusted by the National Geodetic Survey in June 1991..
 BA0035
 BA0035.The geoid height was determined by GEOID03.
 BA0035
 BA0035.The dynamic height is computed by dividing the NAVD 88
 BA0035.geopotential number by the normal gravity value computed on the
 BA0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0035.degrees latitude (g = 980.6199 gals.).
 BA0035
 BA0035.The modeled gravity was interpolated from observed gravity values.
 BA0035
 BA0035;                    North         East    Units  Estimated Accuracy
 BA0035;SPC TXSC     - 4,197,440.      199,790.      MT  (+/- 180 meters Scaled)
 BA0035
 BA0035                          SUPERSEDED SURVEY CONTROL
 BA0035
 BA0035  NGVD 29 (??/??/92)  853.216  (m)         2799.26   (f) ADJ UNCH    1 2
 BA0035
 BA0035.Superseded values are not recommended for survey control.
 BA0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0035.See file dsdata.txt to determine how the superseded data were derived.
 BA0035
 BA0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN810705(NAD 83)
 BA0035_MARKER: DB = BENCH MARK DISK
 BA0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0035_STAMPING: R 747 1943
 BA0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0035+STABILITY: SURFACE MOTION
 BA0035
 BA0035  HISTORY     - Date     Condition        Report By
 BA0035  HISTORY     - 1943     MONUMENTED       CGS
 BA0035  HISTORY     - 1967     GOOD             NGS
 BA0035  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0035
 BA0035                          STATION DESCRIPTION
 BA0035
 BA0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0035'8.9 MI S FROM PERSIMMON GAP.
 BA0035'ABOUT 8.9 MILES SOUTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0035'PERSIMMON GAP, 116 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BA0035'0.7 MILES SOUTH OF THE JUNCTION OF A ROAD LEADING WEST, 60 FEET
 BA0035'SOUTHWEST OF THE OLD ROAD BED, 66 YARDS SOUTH OF THE CENTERLINE OF A
 BA0035'DRAW, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, 5 FEET ABOVE THE
 BA0035'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BA0035'INCHES.
 BA0035
 BA0035                          STATION RECOVERY (2001)
 BA0035
 BA0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0016 ***********************************************************************
 BA0016  DESIGNATION -  R 748
 BA0016  PID         -  BA0016
 BA0016  STATE/COUNTY-  TX/BREWSTER
 BA0016  USGS QUAD   -  DOVE MOUNTAIN (1983)
 BA0016
 BA0016                         *CURRENT SURVEY CONTROL
 BA0016  ___________________________________________________________________
 BA0016* NAD 83(1986)-  29 51 46.     (N)    102 47 32.     (W)     SCALED    
 BA0016* NAVD 88     -       928.318  (meters)    3045.66   (feet)  ADJUSTED  
 BA0016  ___________________________________________________________________
 BA0016  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BA0016  DYNAMIC HT  -         926.860 (meters)    3040.87  (feet)  COMP
 BA0016  MODELED GRAV-     979,040.2   (mgal)                       NAVD 88
 BA0016
 BA0016  VERT ORDER  -  FIRST     CLASS II
 BA0016
 BA0016.The horizontal coordinates were scaled from a topographic map and have
 BA0016.an estimated accuracy of +/- 6 seconds.
 BA0016
 BA0016.The orthometric height was determined by differential leveling
 BA0016.and adjusted by the National Geodetic Survey in June 1991..
 BA0016
 BA0016.The geoid height was determined by GEOID03.
 BA0016
 BA0016.The dynamic height is computed by dividing the NAVD 88
 BA0016.geopotential number by the normal gravity value computed on the
 BA0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0016.degrees latitude (g = 980.6199 gals.).
 BA0016
 BA0016.The modeled gravity was interpolated from observed gravity values.
 BA0016
 BA0016;                    North         East    Units  Estimated Accuracy
 BA0016;SPC TXSC     - 4,230,860.      233,700.      MT  (+/- 180 meters Scaled)
 BA0016
 BA0016                          SUPERSEDED SURVEY CONTROL
 BA0016
 BA0016  NGVD 29 (??/??/92)  928.001  (m)         3044.62   (f) ADJ UNCH    1 2
 BA0016
 BA0016.Superseded values are not recommended for survey control.
 BA0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0016.See file dsdata.txt to determine how the superseded data were derived.
 BA0016
 BA0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP132056(NAD 83)
 BA0016_MARKER: DB = BENCH MARK DISK
 BA0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0016_STAMPING: R 748 1943
 BA0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0016+STABILITY: SURFACE MOTION
 BA0016
 BA0016  HISTORY     - Date     Condition        Report By
 BA0016  HISTORY     - 1943     MONUMENTED       CGS
 BA0016  HISTORY     - 1966     GOOD             NGS
 BA0016  HISTORY     - 1976     GOOD             USGS
 BA0016
 BA0016                          STATION DESCRIPTION
 BA0016
 BA0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0016'30.45 MI NE FROM PERSIMMON GAP.
 BA0016'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0016'PERSIMMON GAP, THENCE 24.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0016'1 MILE SOUTHWEST OF B. M. S 748, 0.2 MILES NORTHWEST ACROSS A BRUSH
 BA0016'COVERED PASTURE FROM THE GRADED DIRT ROAD, 0.7 MILES NORTH OF A WHITE
 BA0016'RANCH HOUSE, 22 FEET NORTHWEST OF AN ABANDONED TRAIL ROAD, 2 FEET
 BA0016'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 BA0016'THE TRAIL ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BA0016
 BA0016                          STATION RECOVERY (1976)
 BA0016
 BA0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0016'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0016'OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO EAST ON
 BA0016'THE COUNTY ROAD FOR 4.2 MILES TO A Y FORK. TAKE THE LEFT FORK AND GO
 BA0016'NORTHEAST FOR 4.6 MILES, PASSING THE BEEF CANYON RANCH HOUSE, TO A
 BA0016'TRACK Y ROAD LEFT. TAKE THE LEFT FORK AND GO NORTH ON THE TRACK ROAD
 BA0016'FOR 0.25 MILE AND THE MARK ON THE LEFT. IT IS ABOUT 350 FEET WEST OF
 BA0016'THE TRACK ROAD, 33 FEET SOUTH OF A SMALL DIRT CHECK DAM, 22 FEET WEST
 BA0016'OF AN ABANDONED TRACK ROAD AND ABOUT 2 FEET SOUTHEAST OF A WOODEN
 BA0016'WITNESS POST. IT IS A STANDARD DISK OF THE NGS IN THE TOP OF A SIX
 BA0016'INCH SQUARE CONCRETE POST, STAMPED R 748 1943, PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0201 ***********************************************************************
 BA0201  DESIGNATION -  R 749
 BA0201  PID         -  BA0201
 BA0201  STATE/COUNTY-  TX/PRESIDIO
 BA0201  USGS QUAD   -  LAJITAS (1971)
 BA0201
 BA0201                         *CURRENT SURVEY CONTROL
 BA0201  ___________________________________________________________________
 BA0201* NAD 83(1986)-  29 22 16.     (N)    103 51 11.     (W)     SCALED    
 BA0201* NAVD 88     -       918.720  (meters)    3014.17   (feet)  POSTED    
 BA0201  ___________________________________________________________________
 BA0201  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BA0201  DYNAMIC HT  -         917.210 (meters)    3009.21  (feet)  COMP
 BA0201  MODELED GRAV-     978,973.2   (mgal)                       NAVD 88
 BA0201
 BA0201  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0201
 BA0201.The horizontal coordinates were scaled from a topographic map and have
 BA0201.an estimated accuracy of +/- 6 seconds.
 BA0201
 BA0201.The orthometric height was determined by differential leveling
 BA0201.and adjusted by the National Geodetic Survey in 1992..
 BA0201.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0201.rate of 4.1 thru 8.0 mm/km.
 BA0201
 BA0201.The geoid height was determined by GEOID03.
 BA0201
 BA0201.The dynamic height is computed by dividing the NAVD 88
 BA0201.geopotential number by the normal gravity value computed on the
 BA0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0201.degrees latitude (g = 980.6199 gals.).
 BA0201
 BA0201.The modeled gravity was interpolated from observed gravity values.
 BA0201
 BA0201;                    North         East    Units  Estimated Accuracy
 BA0201;SPC TXSC     - 4,180,200.      129,020.      MT  (+/- 180 meters Scaled)
 BA0201
 BA0201                          SUPERSEDED SURVEY CONTROL
 BA0201
 BA0201  NGVD 29 (??/??/92)  918.359  (m)         3012.98   (f) ADJ UNCH    1 2
 BA0201
 BA0201.Superseded values are not recommended for survey control.
 BA0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0201.See file dsdata.txt to determine how the superseded data were derived.
 BA0201
 BA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN113496(NAD 83)
 BA0201_MARKER: DB = BENCH MARK DISK
 BA0201_SETTING: 80 = SET IN A BOULDER
 BA0201_SP_SET: BOULDER
 BA0201_STAMPING: R 749 1943
 BA0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0201+STABILITY: SURFACE MOTION
 BA0201
 BA0201  HISTORY     - Date     Condition        Report By
 BA0201  HISTORY     - 1943     MONUMENTED       CGS
 BA0201  HISTORY     - 1958     GOOD             NGS
 BA0201
 BA0201                          STATION DESCRIPTION
 BA0201
 BA0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0201'3.3 MI W FROM FRESNO MINE OFFICE.
 BA0201'ABOUT 0.9 MILE WEST ALONG A GRADED DIRT ROAD FROM THE FRESNO MINE
 BA0201'OFFICE, THENCE 2.4 MILES WEST ALONG A DIM TRACK ROAD, SET VERTICALLY
 BA0201'IN THE SOUTHWEST FACE OF A 15X20-FOOT BOULDER, 9 FEET NORTHEAST OF THE
 BA0201'CENTER LINE OF THE ROAD, 140 FEET SOUTHWEST OF A HUGE RED BOULDER IN
 BA0201'THE BED OF FRESNO CREEK, 31 FEET NORTHWEST OF AN 18-INCH COTTOWOOD
 BA0201'TREE, ON THE NORTHEAST SIDE OF A HIGH CLIFF, ABOUT 5 FEET ABOVE THE
 BA0201'LEVEL OF THE ROAD, AND PROJECTING 5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0517 ***********************************************************************
 CA0517  DESIGNATION -  R 75
 CA0517  PID         -  CA0517
 CA0517  STATE/COUNTY-  TX/MCCULLOCH
 CA0517  USGS QUAD   -  ROCHELLE (1979)
 CA0517
 CA0517                         *CURRENT SURVEY CONTROL
 CA0517  ___________________________________________________________________
 CA0517* NAD 83(1986)-  31 13 18.     (N)    099 12 41.     (W)     SCALED    
 CA0517* NAVD 88     -       539.632  (meters)    1770.44   (feet)  POSTED    
 CA0517  ___________________________________________________________________
 CA0517  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CA0517  DYNAMIC HT  -         538.900 (meters)    1768.04  (feet)  COMP
 CA0517  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 CA0517
 CA0517  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CA0517
 CA0517.The horizontal coordinates were scaled from a topographic map and have
 CA0517.an estimated accuracy of +/- 6 seconds.
 CA0517
 CA0517.The orthometric height was determined by differential leveling
 CA0517.and adjusted by the National Geodetic Survey in 1992..
 CA0517.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CA0517.rate of 2.1 thru 3.0 mm/km.
 CA0517
 CA0517.The geoid height was determined by GEOID03.
 CA0517
 CA0517.The dynamic height is computed by dividing the NAVD 88
 CA0517.geopotential number by the normal gravity value computed on the
 CA0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0517.degrees latitude (g = 980.6199 gals.).
 CA0517
 CA0517.The modeled gravity was interpolated from observed gravity values.
 CA0517
 CA0517;                    North         East    Units  Estimated Accuracy
 CA0517;SPC TX C     - 3,172,920.      806,890.      MT  (+/- 180 meters Scaled)
 CA0517
 CA0517                          SUPERSEDED SURVEY CONTROL
 CA0517
 CA0517  NGVD 29 (??/??/92)  539.524  (m)         1770.09   (f) ADJ UNCH    1 2
 CA0517
 CA0517.Superseded values are not recommended for survey control.
 CA0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0517.See file dsdata.txt to determine how the superseded data were derived.
 CA0517
 CA0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV798541(NAD 83)
 CA0517_MARKER: DB = BENCH MARK DISK
 CA0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0517_STAMPING: 1770.088 R 75 1931
 CA0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0517+STABILITY: SURFACE MOTION
 CA0517
 CA0517  HISTORY     - Date     Condition        Report By
 CA0517  HISTORY     - 1931     MONUMENTED       CGS
 CA0517  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0517
 CA0517                          STATION DESCRIPTION
 CA0517
 CA0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0517'IN ROCHELLE.
 CA0517'AT ROCHELLE, MCCULLOCH COUNTY, ON THE OLD FORT WORTH AND RIO GRANDE
 CA0517'RAILWAY (NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM),
 CA0517'400 YARDS WEST OF THE STATION, ONE POLE EAST OF MILEPOST 915, 250 FEET
 CA0517'NORTHEAST OF A COTTON GIN, AND 40 FEET SOUTH OF THE TRACK.  A STANDARD
 CA0517'DISK, STAMPED 1770.088 R 75 1931 AND SET IN THE TOP OF A CONCRETE POST
 CA0517'PROJECTING 4 INCHES ABOVE GROUND.
 CA0517
 CA0517                          STATION RECOVERY (1982)
 CA0517
 CA0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0227 ***********************************************************************
 BA0227  DESIGNATION -  R 750
 BA0227  PID         -  BA0227
 BA0227  STATE/COUNTY-  TX/BREWSTER
 BA0227  USGS QUAD   -  CASTOLON (1971)
 BA0227
 BA0227                         *CURRENT SURVEY CONTROL
 BA0227  ___________________________________________________________________
 BA0227* NAD 83(1986)-  29 14 20.     (N)    103 34 01.     (W)     SCALED    
 BA0227* NAVD 88     -       710.143  (meters)    2329.86   (feet)  ADJUSTED  
 BA0227  ___________________________________________________________________
 BA0227  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 BA0227  DYNAMIC HT  -         709.002 (meters)    2326.12  (feet)  COMP
 BA0227  MODELED GRAV-     979,014.1   (mgal)                       NAVD 88
 BA0227
 BA0227  VERT ORDER  -  FIRST     CLASS II
 BA0227
 BA0227.The horizontal coordinates were scaled from a topographic map and have
 BA0227.an estimated accuracy of +/- 6 seconds.
 BA0227
 BA0227.The orthometric height was determined by differential leveling
 BA0227.and adjusted by the National Geodetic Survey in June 1991..
 BA0227
 BA0227.The geoid height was determined by GEOID03.
 BA0227
 BA0227.The dynamic height is computed by dividing the NAVD 88
 BA0227.geopotential number by the normal gravity value computed on the
 BA0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0227.degrees latitude (g = 980.6199 gals.).
 BA0227
 BA0227.The modeled gravity was interpolated from observed gravity values.
 BA0227
 BA0227;                    North         East    Units  Estimated Accuracy
 BA0227;SPC TXSC     - 4,164,440.      156,200.      MT  (+/- 180 meters Scaled)
 BA0227
 BA0227                          SUPERSEDED SURVEY CONTROL
 BA0227
 BA0227  NGVD 29 (??/??/92)  709.727  (m)         2328.50   (f) ADJ UNCH    1 2
 BA0227
 BA0227.Superseded values are not recommended for survey control.
 BA0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0227.See file dsdata.txt to determine how the superseded data were derived.
 BA0227
 BA0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN392353(NAD 83)
 BA0227_MARKER: DB = BENCH MARK DISK
 BA0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0227_STAMPING: R 750 1943
 BA0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0227+STABILITY: SURFACE MOTION
 BA0227
 BA0227  HISTORY     - Date     Condition        Report By
 BA0227  HISTORY     - 1943     MONUMENTED       CGS
 BA0227  HISTORY     - 1967     GOOD             NGS
 BA0227
 BA0227                          STATION DESCRIPTION
 BA0227
 BA0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0227'8.05 MI SE FROM TERLINGUA.
 BA0227'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0227'TERLINGUA, THENCE 0.65 MILES SOUTHWEST ALONG FARM ROAD 170, THENCE 4.5
 BA0227'MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 2.6 MILES SOUTHEAST ALONG AN
 BA0227'ABANDONED ROAD, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 0.1
 BA0227'MILES NORTHWEST OF A FENCE AND GATE CROSSING THE ROAD, 89 FEET SOUTH
 BA0227'OF THE CENTER OF THE CROSSING OF A SMALL WASH, 1.15 MILES NORTHWEST OF
 BA0227'B. M. S 750, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 BA0227'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0227'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0070 ***********************************************************************
 AW0070  DESIGNATION -  R 751
 AW0070  PID         -  AW0070
 AW0070  STATE/COUNTY-  TX/BRAZORIA
 AW0070  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0070
 AW0070                         *CURRENT SURVEY CONTROL
 AW0070  ___________________________________________________________________
 AW0070* NAD 83(1986)-  29 07 40.     (N)    095 14 35.     (W)     SCALED    
 AW0070* NAVD 88     -         1.73   (+/-2cm)       5.7    (feet)  VERTCON   
 AW0070  ___________________________________________________________________
 AW0070  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0070
 AW0070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0070
 AW0070.The horizontal coordinates were scaled from a topographic map and have
 AW0070.an estimated accuracy of +/- 6 seconds.
 AW0070
 AW0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0070.The vertical order pertains to the NGVD 29 superseded value.
 AW0070
 AW0070.The geoid height was determined by GEOID03.
 AW0070
 AW0070;                    North         East    Units  Estimated Accuracy
 AW0070;SPC TXSC     - 4,149,330.      965,510.      MT  (+/- 180 meters Scaled)
 AW0070
 AW0070                          SUPERSEDED SURVEY CONTROL
 AW0070
 AW0070  NGVD 29 (??/??/92)    1.729  (m)            5.67   (f) ADJ UNCH    2 0
 AW0070
 AW0070.Superseded values are not recommended for survey control.
 AW0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0070.See file dsdata.txt to determine how the superseded data were derived.
 AW0070
 AW0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN817242(NAD 83)
 AW0070_MARKER: DB = BENCH MARK DISK
 AW0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0070_SP_SET: FOUNDATION
 AW0070_STAMPING: R 751 1942
 AW0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0070
 AW0070  HISTORY     - Date     Condition        Report By
 AW0070  HISTORY     - 1942     MONUMENTED       CGS
 AW0070  HISTORY     - 1973     GOOD             NGS
 AW0070  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0070  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW0070  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0070
 AW0070                          STATION DESCRIPTION
 AW0070
 AW0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0070'14.9 MI NE FROM FREEPORT.
 AW0070'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0070'BOULEVARD AT FREEPORT, THENCE 8.1 MILES NORTHEAST ALONG COUNTY ROAD
 AW0070'227, AT A POINT WHERE ROAD MAKES TURN FROM NORTHEAST TO NORTHWEST, AT
 AW0070'THE JUNCTION OF A SHELL ROAD LEADING TO A TEXACO OIL COMPANY LEASE, IN
 AW0070'THE TOP OF THE NORTH CORNER OF A 2- BY 2 1/2-FOOT CONCRETE FOUNDATION
 AW0070'OF A FORMER GATE, 18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 AW0070'211 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD NORTHWEST AND ROAD
 AW0070'SOUTHWEST-NORTHWEST AND NORTHEAST TO HOSKINS MOUND, 18 FEET SOUTH OF A
 AW0070'FENCE CORNER POST, 84 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF A
 AW0070'ROAD TO TEXACO OIL LEASE, 1.0 FOOT SOUTHEAST OF A WITNESS POST, AND
 AW0070'ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 AW0070
 AW0070                          STATION RECOVERY (1978)
 AW0070
 AW0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0070'NOT RECOVERED THIS DATE.
 AW0070
 AW0070                          STATION RECOVERY (1997)
 AW0070
 AW0070'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0070'MARK NOT FOUND.
 AW0070
 AW0070                          STATION RECOVERY (2004)
 AW0070
 AW0070'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1245 ***********************************************************************
 AW1245  DESIGNATION -  R 754
 AW1245  PID         -  AW1245
 AW1245  STATE/COUNTY-  TX/BRAZORIA
 AW1245  USGS QUAD   -  SWEENY (1972)
 AW1245
 AW1245                         *CURRENT SURVEY CONTROL
 AW1245  ___________________________________________________________________
 AW1245* NAD 83(1986)-  29 02 30.     (N)    095 38 07.     (W)     SCALED    
 AW1245* NAVD 88     -         5.33   (+/-2cm)      17.5    (feet)  VERTCON   
 AW1245  ___________________________________________________________________
 AW1245  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1245
 AW1245  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1245
 AW1245.The horizontal coordinates were scaled from a topographic map and have
 AW1245.an estimated accuracy of +/- 6 seconds.
 AW1245
 AW1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1245.The vertical order pertains to the NGVD 29 superseded value.
 AW1245
 AW1245.The geoid height was determined by GEOID03.
 AW1245
 AW1245;                    North         East    Units  Estimated Accuracy
 AW1245;SPC TXSC     - 4,138,630.      927,640.      MT  (+/- 180 meters Scaled)
 AW1245
 AW1245                          SUPERSEDED SURVEY CONTROL
 AW1245
 AW1245  NGVD 29 (??/??/92)    5.356  (m)           17.57   (f) ADJ UNCH    1 2
 AW1245
 AW1245.Superseded values are not recommended for survey control.
 AW1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1245.See file dsdata.txt to determine how the superseded data were derived.
 AW1245
 AW1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN433154(NAD 83)
 AW1245_MARKER: DB = BENCH MARK DISK
 AW1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1245_STAMPING: R 754 1943
 AW1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1245+STABILITY: SURFACE MOTION
 AW1245
 AW1245  HISTORY     - Date     Condition        Report By
 AW1245  HISTORY     - 1943     MONUMENTED       CGS
 AW1245  HISTORY     - 1967     GOOD             NGS
 AW1245  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW1245  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1245
 AW1245                          STATION DESCRIPTION
 AW1245
 AW1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW1245'3.9 MI W FROM BRAZORIA.
 AW1245'3.9 MILES WEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AW1245'FROM THE STATION AT BRAZONIA, 1.0 MILE EAST OF THE OLD STATION SITE AT
 AW1245'EL BERNARDO, 0.3 MILE WEST OF MILEPOST 304/20, IN LINE WITH A ROW OF
 AW1245'POLES, 49 FEET SOUTH OF A FENCE CORNER, 28 FEET NORTH OF THE NORTH
 AW1245'RAIL, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AW1245'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- A HEAVY GROWTH OF
 AW1245'VINES AND TALL GRASS WERE AT SITE OF MARK.  IT IS BELIEVED THE MARK
 AW1245'MAY STILL BE IN PLACE.
 AW1245
 AW1245                          STATION RECOVERY (1972)
 AW1245
 AW1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW1245'MARK NOT FOUND.
 AW1245
 AW1245                          STATION RECOVERY (1978)
 AW1245
 AW1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1245'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0174 ***********************************************************************
 AM0174  DESIGNATION -  R 755
 AM0174  PID         -  AM0174
 AM0174  STATE/COUNTY-  TX/MATAGORDA
 AM0174  USGS QUAD   -  BAY CITY (1972)
 AM0174
 AM0174                         *CURRENT SURVEY CONTROL
 AM0174  ___________________________________________________________________
 AM0174* NAD 83(1986)-  28 54 02.     (N)    095 56 38.     (W)     SCALED    
 AM0174* NAVD 88     -         8.97   (+/-2cm)      29.4    (feet)  VERTCON   
 AM0174  ___________________________________________________________________
 AM0174  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AM0174
 AM0174  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0174
 AM0174.The horizontal coordinates were scaled from a topographic map and have
 AM0174.an estimated accuracy of +/- 6 seconds.
 AM0174
 AM0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0174.The vertical order pertains to the NGVD 29 superseded value.
 AM0174
 AM0174.The geoid height was determined by GEOID03.
 AM0174
 AM0174;                    North         East    Units  Estimated Accuracy
 AM0174;SPC TXSC     - 4,122,170.      898,000.      MT  (+/- 180 meters Scaled)
 AM0174
 AM0174                          SUPERSEDED SURVEY CONTROL
 AM0174
 AM0174  NGVD 29 (??/??/92)    9.002  (m)           29.53   (f) ADJ UNCH    1 2
 AM0174
 AM0174.Superseded values are not recommended for survey control.
 AM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0174.See file dsdata.txt to determine how the superseded data were derived.
 AM0174
 AM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN129005(NAD 83)
 AM0174_MARKER: DB = BENCH MARK DISK
 AM0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0174_STAMPING: R 755 1941
 AM0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0174+STABILITY: SURFACE MOTION
 AM0174
 AM0174  HISTORY     - Date     Condition        Report By
 AM0174  HISTORY     - 1941     MONUMENTED       CGS
 AM0174  HISTORY     - 1951     GOOD             NGS
 AM0174  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0174
 AM0174                          STATION DESCRIPTION
 AM0174
 AM0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0174'4.7 MI N FROM WADSWORTH.
 AM0174'4.7 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0174'THE STATION AT WADSWORTH, 10.2 FEET SOUTHEAST OF MILEPOST 75, 128 FEET
 AM0174'NORTH OF BRIDGE 75.0 A, 106 FEET NORTHWEST OF A FENCE CORNER, 44.2
 AM0174'FEET EAST OF THE EAST RAIL, 3 FEET WEST OF A FENCE, 3 FEET SOUTH OF A
 AM0174'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AM0174'FOOT ABOVE THE GROUND.
 AM0174
 AM0174                          STATION RECOVERY (1978)
 AM0174
 AM0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0174'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4346 ***********************************************************************
 AW4346  DESIGNATION -  R 756
 AW4346  PID         -  AW4346
 AW4346  STATE/COUNTY-  TX/BRAZORIA
 AW4346  USGS QUAD   -  SWEENY (1972)
 AW4346
 AW4346                         *CURRENT SURVEY CONTROL
 AW4346  ___________________________________________________________________
 AW4346* NAD 83(1986)-  29 07 21.     (N)    095 40 17.     (W)     SCALED    
 AW4346* NAVD 88     -         9.10   (+/-2cm)      29.9    (feet)  VERTCON   
 AW4346  ___________________________________________________________________
 AW4346  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW4346
 AW4346  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4346
 AW4346.The horizontal coordinates were scaled from a topographic map and have
 AW4346.an estimated accuracy of +/- 6 seconds.
 AW4346
 AW4346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4346.The vertical order pertains to the NGVD 29 superseded value.
 AW4346
 AW4346.The geoid height was determined by GEOID03.
 AW4346
 AW4346;                    North         East    Units  Estimated Accuracy
 AW4346;SPC TXSC     - 4,147,480.      923,870.      MT  (+/- 180 meters Scaled)
 AW4346
 AW4346                          SUPERSEDED SURVEY CONTROL
 AW4346
 AW4346  NGVD 29 (??/??/92)    9.116  (m)           29.91   (f) ADJ UNCH    2 0
 AW4346
 AW4346.Superseded values are not recommended for survey control.
 AW4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4346.See file dsdata.txt to determine how the superseded data were derived.
 AW4346
 AW4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN400245(NAD 83)
 AW4346_MARKER: DB = BENCH MARK DISK
 AW4346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4346_STAMPING: R 756 1943
 AW4346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4346+STABILITY: SURFACE MOTION
 AW4346
 AW4346  HISTORY     - Date     Condition        Report By
 AW4346  HISTORY     - 1943     MONUMENTED       CGS
 AW4346  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4346
 AW4346                          STATION DESCRIPTION
 AW4346
 AW4346'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4346'2.2 MI SW FROM WEST COLUMBIA.
 AW4346'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4346'SOUTHWESTERLY 2.2 MILES ALONG STATE HIGHWAY NO. 35 TO A CURVE IN ROAD
 AW4346'AND SITE OF BENCH MARK.  BENCH MARK IS AT THE SOUTHWEST END OF THE
 AW4346'CURVE, 120.0 FEET SOUTHWEST OF A POWER LINE POLE WITH THREE BRACE
 AW4346'WIRES (POLE NO. 38), 120.0 FEET NORTHEAST OF THE CENTERLINE OF A
 AW4346'PRIVATE DRIVE, 51.0 FEET NORTHWEST OF AND ABOUT 2.0 FEET BELOW THE
 AW4346'CENTERLINE OF THE HIGHWAY, 3.0 FEET SOUTHEAST OF A 4 BY 4 INCH WOODEN
 AW4346'MARKER POST AND 2.0 FEET SOUTHWEST OF A FENCE CORNER.  MONUMENT
 AW4346'PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4346
 AW4346                          STATION RECOVERY (2004)
 AW4346
 AW4346'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4286 ***********************************************************************
 AW4286  DESIGNATION -  R 757
 AW4286  PID         -  AW4286
 AW4286  STATE/COUNTY-  TX/MATAGORDA
 AW4286  USGS QUAD   -  ASHWOOD (1980)
 AW4286
 AW4286                         *CURRENT SURVEY CONTROL
 AW4286  ___________________________________________________________________
 AW4286* NAD 83(1986)-  29 05 00.     (N)    095 51 26.     (W)     SCALED    
 AW4286* NAVD 88     -        15.09   (+/-2cm)      49.5    (feet)  VERTCON   
 AW4286  ___________________________________________________________________
 AW4286  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW4286
 AW4286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4286
 AW4286.The horizontal coordinates were scaled from a topographic map and have
 AW4286.an estimated accuracy of +/- 6 seconds.
 AW4286
 AW4286.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4286.The vertical order pertains to the NGVD 29 superseded value.
 AW4286
 AW4286.The geoid height was determined by GEOID03.
 AW4286
 AW4286;                    North         East    Units  Estimated Accuracy
 AW4286;SPC TXSC     - 4,142,640.      905,910.      MT  (+/- 180 meters Scaled)
 AW4286
 AW4286                          SUPERSEDED SURVEY CONTROL
 AW4286
 AW4286  NGVD 29 (??/??/92)   15.11   (m)           49.6    (f) COMPUTED    2 0
 AW4286
 AW4286.Superseded values are not recommended for survey control.
 AW4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4286.See file dsdata.txt to determine how the superseded data were derived.
 AW4286
 AW4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN218205(NAD 83)
 AW4286_MARKER: DB = BENCH MARK DISK
 AW4286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4286_SP_SET: CULVERT
 AW4286_STAMPING: R 757 1943
 AW4286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4286+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4286
 AW4286  HISTORY     - Date     Condition        Report By
 AW4286  HISTORY     - 1943     MONUMENTED       CGS
 AW4286  HISTORY     - 19990818 GOOD             USPSQD
 AW4286  HISTORY     - 20041118 GOOD             USPSQD
 AW4286
 AW4286                          STATION DESCRIPTION
 AW4286
 AW4286'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4286'7.5 MI S FROM PLEDGER.
 AW4286'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED
 AW4286'SOUTHERLY 7.5 MILES ALONG CONCRETE HALF-SLAB ROAD TO A CONCRETE BOX
 AW4286'CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE NORTH OF
 AW4286'THE JUNCTION OF AN OILED ROAD LEADING SOUTHWEST TO VAN VLECK, ABOUT
 AW4286'0.1 MILE NORTH OF RAILROAD MILE POST NO. 26, 16.0 FEET WEST OF AND
 AW4286'ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE ROAD AND IS SET
 AW4286'HORIZONTALLY IN THE TOP CENTER OF THE WEST HEADWALL OF THE CONCRETE
 AW4286'BOX CULVERT.
 AW4286
 AW4286                          STATION RECOVERY (1999)
 AW4286
 AW4286'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4286'RECOVERED IN GOOD CONDITION.
 AW4286
 AW4286                          STATION RECOVERY (2004)
 AW4286
 AW4286'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4141 ***********************************************************************
 AW4141  DESIGNATION -  R 759
 AW4141  PID         -  AW4141
 AW4141  STATE/COUNTY-  TX/BRAZORIA
 AW4141  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4141
 AW4141                         *CURRENT SURVEY CONTROL
 AW4141  ___________________________________________________________________
 AW4141* NAD 83(1986)-  29 09 48.     (N)    095 40 00.     (W)     SCALED    
 AW4141* NAVD 88     -        12.04   (+/-2cm)      39.5    (feet)  VERTCON   
 AW4141  ___________________________________________________________________
 AW4141  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW4141
 AW4141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4141
 AW4141.The horizontal coordinates were scaled from a topographic map and have
 AW4141.an estimated accuracy of +/- 6 seconds.
 AW4141
 AW4141.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4141.The vertical order pertains to the NGVD 29 superseded value.
 AW4141
 AW4141.The geoid height was determined by GEOID03.
 AW4141
 AW4141;                    North         East    Units  Estimated Accuracy
 AW4141;SPC TXSC     - 4,152,020.      924,200.      MT  (+/- 180 meters Scaled)
 AW4141
 AW4141                          SUPERSEDED SURVEY CONTROL
 AW4141
 AW4141  NGVD 29 (??/??/92)   12.046  (m)           39.52   (f) ADJ UNCH    2 0
 AW4141
 AW4141.Superseded values are not recommended for survey control.
 AW4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4141.See file dsdata.txt to determine how the superseded data were derived.
 AW4141
 AW4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN406290(NAD 83)
 AW4141_MARKER: DB = BENCH MARK DISK
 AW4141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4141_SP_SET: CULVERT
 AW4141_STAMPING: R 759 1943
 AW4141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4141
 AW4141  HISTORY     - Date     Condition        Report By
 AW4141  HISTORY     - 1943     MONUMENTED       CGS
 AW4141  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4141  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4141  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4141
 AW4141                          STATION DESCRIPTION
 AW4141
 AW4141'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4141'1.9 MI NW FROM WEST COLUMBIA.
 AW4141'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 35 AND STATE
 AW4141'HIGHWAY NO. 36 AT WEST COLUMBIA.  PROCEED NORTHWESTERLY 1.9 MILES
 AW4141'ALONG STATE HIGHWAY NO. 36 TO A CONCRETE BOX CULVERT AND SITE OF BENCH
 AW4141'MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTHEAST OF A SLIGHT CURVE IN
 AW4141'HIGHWAY, 16.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AW4141'CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE TOP SOUTHEAST
 AW4141'END OF THE SOUTHWEST HEADWALL OF THE CONCRETE BOX CULVERT.
 AW4141
 AW4141                          STATION RECOVERY (1973)
 AW4141
 AW4141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4141'MARK NOT FOUND.
 AW4141
 AW4141                          STATION RECOVERY (1989)
 AW4141
 AW4141'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4141'MARK NOT FOUND.
 AW4141
 AW4141                          STATION RECOVERY (1994)
 AW4141
 AW4141'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0535 ***********************************************************************
 CA0535  DESIGNATION -  R 76
 CA0535  PID         -  CA0535
 CA0535  STATE/COUNTY-  TX/MCCULLOCH
 CA0535  USGS QUAD   -  BRADY SOUTH (1987)
 CA0535
 CA0535                         *CURRENT SURVEY CONTROL
 CA0535  ___________________________________________________________________
 CA0535* NAD 83(1986)-  31 01 20.     (N)    099 16 39.     (W)     SCALED    
 CA0535* NAVD 88     -       513.132  (meters)    1683.50   (feet)  ADJUSTED  
 CA0535  ___________________________________________________________________
 CA0535  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CA0535  DYNAMIC HT  -         512.439 (meters)    1681.23  (feet)  COMP
 CA0535  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 CA0535
 CA0535  VERT ORDER  -  FIRST     CLASS II
 CA0535
 CA0535.The horizontal coordinates were scaled from a topographic map and have
 CA0535.an estimated accuracy of +/- 6 seconds.
 CA0535
 CA0535.The orthometric height was determined by differential leveling
 CA0535.and adjusted by the National Geodetic Survey in June 1991..
 CA0535
 CA0535.The geoid height was determined by GEOID03.
 CA0535
 CA0535.The dynamic height is computed by dividing the NAVD 88
 CA0535.geopotential number by the normal gravity value computed on the
 CA0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0535.degrees latitude (g = 980.6199 gals.).
 CA0535
 CA0535.The modeled gravity was interpolated from observed gravity values.
 CA0535
 CA0535;                    North         East    Units  Estimated Accuracy
 CA0535;SPC TX C     - 3,150,750.      800,800.      MT  (+/- 180 meters Scaled)
 CA0535
 CA0535                          SUPERSEDED SURVEY CONTROL
 CA0535
 CA0535  NGVD 29 (??/??/92)  513.070  (m)         1683.30   (f) ADJ UNCH    1 2
 CA0535
 CA0535.Superseded values are not recommended for survey control.
 CA0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0535.See file dsdata.txt to determine how the superseded data were derived.
 CA0535
 CA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV735320(NAD 83)
 CA0535_MARKER: DB = BENCH MARK DISK
 CA0535_SETTING: 66 = SET IN ROCK OUTCROP
 CA0535_SP_SET: FLAT ROCK
 CA0535_STAMPING: R 76 1931
 CA0535_MARK LOGO: CGS   
 CA0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0535+STABILITY: POSITION/ELEVATION WELL
 CA0535
 CA0535  HISTORY     - Date     Condition        Report By
 CA0535  HISTORY     - 1931     MONUMENTED       CGS
 CA0535  HISTORY     - 1970     GOOD             USGS
 CA0535  HISTORY     - 1982     GOOD             NGS
 CA0535  HISTORY     - 19990108 MARK NOT FOUND   USPSQD
 CA0535
 CA0535                          STATION DESCRIPTION
 CA0535
 CA0535'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CA0535'1.7 MI N FROM BRADY.
 CA0535'CAMP SAN SABA POST OFFICE, 1.5 MI. NORTH OF ALONG STATE HWY. 87.
 CA0535'THENCE 0.2 MILES NORTH ALONG OLD U.S. HIGHWAY 87, 250 FEET NORTH OF
 CA0535'THE WEST END OF AN OLD PIPE CULVERT, 25 FEET WEST OF THE CENTER LINE
 CA0535'OF THE OLD HIGHWAY, 0.8 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 CA0535'LARGE FLAT ROCK.
 CA0535
 CA0535                          STATION RECOVERY (1982)
 CA0535
 CA0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0535'14.4 KM (8.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 CA0535'IN BRADY, THENCE 0.3 KM (0.2 MI) NORTH ALONG OLD U.S. HIGHWAY 87, SET
 CA0535'IN TOP OF A FLAT ROCK, 76.2 METERS (250.0 FT) NORTH OF WEST END OF OLD
 CA0535'PIPE CULVERT, AND 7.6 METERS (25.0 FT) WEST OF CENTERLINE OF OLD
 CA0535'HIGHWAY.
 CA0535'THE MARK IS 0.2 M ABOVE GROUND.
 CA0535
 CA0535                          STATION RECOVERY (1999)
 CA0535
 CA0535'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4023 ***********************************************************************
 AW4023  DESIGNATION -  R 760 RESET 1973
 AW4023  PID         -  AW4023
 AW4023  STATE/COUNTY-  TX/BRAZORIA
 AW4023  USGS QUAD   -  JULIFF (1974)
 AW4023
 AW4023                         *CURRENT SURVEY CONTROL
 AW4023  ___________________________________________________________________
 AW4023* NAD 83(1986)-  29 28 47.     (N)    095 24 09.     (W)     SCALED    
 AW4023* NAVD 88     -        17.40   (+/-2cm)      57.1    (feet)  VERTCON   
 AW4023  ___________________________________________________________________
 AW4023  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW4023
 AW4023  VERT ORDER  -  THIRD (See Below)
 AW4023
 AW4023.The horizontal coordinates were scaled from a topographic map and have
 AW4023.an estimated accuracy of +/- 6 seconds.
 AW4023
 AW4023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4023.The vertical order pertains to the NGVD 29 superseded value.
 AW4023
 AW4023.The geoid height was determined by GEOID03.
 AW4023
 AW4023;                    North         East    Units  Estimated Accuracy
 AW4023;SPC TXSC     - 4,187,830.      948,800.      MT  (+/- 180 meters Scaled)
 AW4023
 AW4023                          SUPERSEDED SURVEY CONTROL
 AW4023
 AW4023  NGVD 29 (01/29/03)   17.39   (m)           57.1    (f) RESET       3  
 AW4023
 AW4023.Superseded values are not recommended for survey control.
 AW4023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4023.See file dsdata.txt to determine how the superseded data were derived.
 AW4023
 AW4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN670635(NAD 83)
 AW4023_MARKER: DB = BENCH MARK DISK
 AW4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4023_STAMPING: R 760 RESET 1973
 AW4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4023+STABILITY: SURFACE MOTION
 AW4023
 AW4023  HISTORY     - Date     Condition        Report By
 AW4023  HISTORY     - 1973     MONUMENTED       TXHD
 AW4023  HISTORY     - 1974     GOOD             TXHD
 AW4023  HISTORY     - 20050112 MARK NOT FOUND   LJA
 AW4023
 AW4023                          STATION DESCRIPTION
 AW4023
 AW4023'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1974
 AW4023'3.0 MI W FROM MANVEL.
 AW4023'ABOUT 3.0 MILES WEST ALONG THE GULF, COLORADO, AND SANTA FE RAILWAY
 AW4023'FROM THE STATION AT MANVEL, BRAZORIA COUNTY, ABOUT 3/4 MILE EAST OF A
 AW4023'SHELL-ROAD CROSSING AT IOWA COLONY, 267.5 FEET EAST OF MILE POLE 39,
 AW4023'78 FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT EAST OF THE WEST
 AW4023'RIGHT-OF-WAY FENCE OF STATE HIGHWAY 288 FREEWAY, AND ABOUT 2.1 FEET
 AW4023'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED R 760, RESET 1973 AND
 AW4023'SET IN TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 AW4023
 AW4023                          STATION RECOVERY (2005)
 AW4023
 AW4023'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW4023'MARK DESTROYED BY CONSTRUCTION OF HIGHWAY 288.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0051 ***********************************************************************
 AN0051  DESIGNATION -  R 761
 AN0051  PID         -  AN0051
 AN0051  STATE/COUNTY-  TX/MATAGORDA
 AN0051  USGS QUAD   -  MARKHAM (1995)
 AN0051
 AN0051                         *CURRENT SURVEY CONTROL
 AN0051  ___________________________________________________________________
 AN0051* NAD 83(1986)-  28 53 19.     (N)    096 07 18.     (W)     SCALED    
 AN0051* NAVD 88     -        11.29   (+/-2cm)      37.0    (feet)  VERTCON   
 AN0051  ___________________________________________________________________
 AN0051  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN0051
 AN0051  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0051
 AN0051.The horizontal coordinates were scaled from a topographic map and have
 AN0051.an estimated accuracy of +/- 6 seconds.
 AN0051
 AN0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0051.The vertical order pertains to the NGVD 29 superseded value.
 AN0051
 AN0051.The geoid height was determined by GEOID03.
 AN0051
 AN0051;                    North         East    Units  Estimated Accuracy
 AN0051;SPC TXSC     - 4,120,410.      880,700.      MT  (+/- 180 meters Scaled)
 AN0051
 AN0051                          SUPERSEDED SURVEY CONTROL
 AN0051
 AN0051  NGVD 29 (??/??/92)   11.330  (m)           37.17   (f) ADJ UNCH    1 2
 AN0051
 AN0051.Superseded values are not recommended for survey control.
 AN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0051.See file dsdata.txt to determine how the superseded data were derived.
 AN0051
 AN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS807990(NAD 83)
 AN0051_MARKER: DB = BENCH MARK DISK
 AN0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0051_STAMPING: R 761 1942
 AN0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0051+STABILITY: SURFACE MOTION
 AN0051
 AN0051  HISTORY     - Date     Condition        Report By
 AN0051  HISTORY     - 1942     MONUMENTED       CGS
 AN0051  HISTORY     - 1951     GOOD             NGS
 AN0051  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0051  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0051
 AN0051                          STATION DESCRIPTION
 AN0051
 AN0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0051'1.1 MI E FROM ELMATON.
 AN0051'1.1 MILES EAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AN0051'FROM THE STATION AT ELMATON, 7 POLES WEST OF MILEPOST 271, 2 POLES
 AN0051'WEST OF A SIGNAL TRANSFORMER CASE, 43.6 FEET SOUTH OF THE SOUTH RAIL,
 AN0051'30.9 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 3 FEET EAST OF A
 AN0051'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AN0051'FOOT ABOVE THE GROUND.
 AN0051
 AN0051                          STATION RECOVERY (1972)
 AN0051
 AN0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0051'MARK NOT FOUND.
 AN0051
 AN0051                          STATION RECOVERY (1978)
 AN0051
 AN0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0051'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0002 ***********************************************************************
 AN0002  DESIGNATION -  R 762
 AN0002  PID         -  AN0002
 AN0002  STATE/COUNTY-  TX/JACKSON
 AN0002  USGS QUAD   -  LA WARD (1995)
 AN0002
 AN0002                         *CURRENT SURVEY CONTROL
 AN0002  ___________________________________________________________________
 AN0002* NAD 83(1986)-  28 50 37.     (N)    096 28 32.     (W)     SCALED    
 AN0002* NAVD 88     -        12.54   (+/-2cm)      41.1    (feet)  VERTCON   
 AN0002  ___________________________________________________________________
 AN0002  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0002
 AN0002  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0002
 AN0002.The horizontal coordinates were scaled from a topographic map and have
 AN0002.an estimated accuracy of +/- 6 seconds.
 AN0002
 AN0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0002.The vertical order pertains to the NGVD 29 superseded value.
 AN0002
 AN0002.The geoid height was determined by GEOID03.
 AN0002
 AN0002;                    North         East    Units  Estimated Accuracy
 AN0002;SPC TXSC     - 4,114,630.      846,310.      MT  (+/- 180 meters Scaled)
 AN0002
 AN0002                          SUPERSEDED SURVEY CONTROL
 AN0002
 AN0002  NGVD 29 (??/??/92)   12.608  (m)           41.36   (f) ADJ UNCH    1 2
 AN0002
 AN0002.Superseded values are not recommended for survey control.
 AN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0002.See file dsdata.txt to determine how the superseded data were derived.
 AN0002
 AN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS462932(NAD 83)
 AN0002_MARKER: DB = BENCH MARK DISK
 AN0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0002_STAMPING: R 762 1943
 AN0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0002+STABILITY: SURFACE MOTION
 AN0002
 AN0002  HISTORY     - Date     Condition        Report By
 AN0002  HISTORY     - 1943     MONUMENTED       CGS
 AN0002  HISTORY     - 1967     POOR             NGS
 AN0002  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0002  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0002
 AN0002                          STATION DESCRIPTION
 AN0002
 AN0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AN0002'0.7 MI W FROM LAWARD.
 AN0002'0.7 MILE WEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AN0002'(MISSOURI PACIFIC) FROM THE JUNCTION OF STATE HIGHWAY 172 AND F.M.
 AN0002'HIGHWAY 616 IN LAWARD TO SITE OF BENCH MARK, 11.4 FEET NORTHEAST OF
 AN0002'MILEPOST 249, 27 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 616, 44.2
 AN0002'FEET NORTH OF THE NORTH RAIL, 3 FEET WEST OF A WITNESS POST, 2.3 FEET
 AN0002'SOUTH OF FENCE, SET IN A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS
 AN0002'ABOUT 0.7 FOOT ABOVE GROUND.  NOTE-- USE THIS BENCH MARK WITH CAUTION
 AN0002'AS IT WAS FOUND TO BE LOOSE IN THE GROUND.
 AN0002
 AN0002                          STATION RECOVERY (1972)
 AN0002
 AN0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0002'MARK NOT FOUND.
 AN0002
 AN0002                          STATION RECOVERY (1978)
 AN0002
 AN0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0002'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0936 ***********************************************************************
 AJ0936  DESIGNATION -  R 763
 AJ0936  PID         -  AJ0936
 AJ0936  STATE/COUNTY-  TX/ZAPATA
 AJ0936  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0936
 AJ0936                         *CURRENT SURVEY CONTROL
 AJ0936  ___________________________________________________________________
 AJ0936* NAD 83(1986)-  27 14 39.     (N)    099 08 00.     (W)     SCALED    
 AJ0936* NAVD 88     -       162.200  (meters)     532.15   (feet)  ADJUSTED  
 AJ0936  ___________________________________________________________________
 AJ0936  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ0936  DYNAMIC HT  -         161.939 (meters)     531.29  (feet)  COMP
 AJ0936  MODELED GRAV-     979,036.6   (mgal)                       NAVD 88
 AJ0936
 AJ0936  VERT ORDER  -  SECOND    CLASS 0
 AJ0936
 AJ0936.The horizontal coordinates were scaled from a topographic map and have
 AJ0936.an estimated accuracy of +/- 6 seconds.
 AJ0936
 AJ0936.The orthometric height was determined by differential leveling
 AJ0936.and adjusted by the National Geodetic Survey in June 1991..
 AJ0936
 AJ0936.The geoid height was determined by GEOID03.
 AJ0936
 AJ0936.The dynamic height is computed by dividing the NAVD 88
 AJ0936.geopotential number by the normal gravity value computed on the
 AJ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0936.degrees latitude (g = 980.6199 gals.).
 AJ0936
 AJ0936.The modeled gravity was interpolated from observed gravity values.
 AJ0936
 AJ0936;                    North         East    Units  Estimated Accuracy
 AJ0936;SPC TX S     - 5,174,930.      237,280.      MT  (+/- 180 meters Scaled)
 AJ0936
 AJ0936                          SUPERSEDED SURVEY CONTROL
 AJ0936
 AJ0936  NGVD 29 (??/??/92)  162.239  (m)          532.28   (f) ADJ UNCH    2 0
 AJ0936
 AJ0936.Superseded values are not recommended for survey control.
 AJ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0936.See file dsdata.txt to determine how the superseded data were derived.
 AJ0936
 AJ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR868134(NAD 83)
 AJ0936_MARKER: DB = BENCH MARK DISK
 AJ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0936_STAMPING: R 763 1943
 AJ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0936+STABILITY: SURFACE MOTION
 AJ0936
 AJ0936  HISTORY     - Date     Condition        Report By
 AJ0936  HISTORY     - 1943     MONUMENTED       CGS
 AJ0936
 AJ0936                          STATION DESCRIPTION
 AJ0936
 AJ0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0936'15.6 MI S FROM AGUILARES.
 AJ0936'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0936'AGUILARES-- PROCEED 15.6 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0936'OF BENCH MARK.  BENCH MARK IS ABOUT 0.35 MILE NORTHWEST OF TWO CATTLE
 AJ0936'GUARDS AND A SIDE ROAD INTERSECTION LEADING SOUTHWEST TO SAN YGNACIO,
 AJ0936'22.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AJ0936'OF ROAD, AND 3.0 FEET SOUTHWEST OF TELEPHONE POLE NO. 12-10.  IT IS
 AJ0936'1.2 FEET SOUTHWEST OF THE FENCE, AND 3.0 FEET NORTHWEST OF A 4X4-INCH
 AJ0936'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0667 ***********************************************************************
 AJ0667  DESIGNATION -  R 764
 AJ0667  PID         -  AJ0667
 AJ0667  STATE/COUNTY-  TX/ZAPATA
 AJ0667  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0667
 AJ0667                         *CURRENT SURVEY CONTROL
 AJ0667  ___________________________________________________________________
 AJ0667* NAD 83(1986)-  27 11 20.     (N)    098 58 42.     (W)     SCALED    
 AJ0667* NAVD 88     -       177.036  (meters)     580.83   (feet)  POSTED    
 AJ0667  ___________________________________________________________________
 AJ0667  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AJ0667  DYNAMIC HT  -         176.750 (meters)     579.89  (feet)  COMP
 AJ0667  MODELED GRAV-     979,029.3   (mgal)                       NAVD 88
 AJ0667
 AJ0667  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0667
 AJ0667.The horizontal coordinates were scaled from a topographic map and have
 AJ0667.an estimated accuracy of +/- 6 seconds.
 AJ0667
 AJ0667.The orthometric height was determined by differential leveling
 AJ0667.and adjusted by the National Geodetic Survey in 1992..
 AJ0667.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0667.rate of 1.1 thru 2.0 mm/km.
 AJ0667
 AJ0667.The geoid height was determined by GEOID03.
 AJ0667
 AJ0667.The dynamic height is computed by dividing the NAVD 88
 AJ0667.geopotential number by the normal gravity value computed on the
 AJ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0667.degrees latitude (g = 980.6199 gals.).
 AJ0667
 AJ0667.The modeled gravity was interpolated from observed gravity values.
 AJ0667
 AJ0667;                    North         East    Units  Estimated Accuracy
 AJ0667;SPC TX S     - 5,168,740.      252,610.      MT  (+/- 180 meters Scaled)
 AJ0667
 AJ0667                          SUPERSEDED SURVEY CONTROL
 AJ0667
 AJ0667  NGVD 29 (??/??/92)  177.069  (m)          580.93   (f) ADJ UNCH    2 0
 AJ0667
 AJ0667.Superseded values are not recommended for survey control.
 AJ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0667.See file dsdata.txt to determine how the superseded data were derived.
 AJ0667
 AJ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR021073(NAD 83)
 AJ0667_MARKER: DB = BENCH MARK DISK
 AJ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0667_STAMPING: R 764 1943
 AJ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0667+STABILITY: SURFACE MOTION
 AJ0667
 AJ0667  HISTORY     - Date     Condition        Report By
 AJ0667  HISTORY     - 1943     MONUMENTED       CGS
 AJ0667  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0667
 AJ0667                          STATION DESCRIPTION
 AJ0667
 AJ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0667'18.05 MI S FROM MIRANDO CITY.
 AJ0667'TO REACH FROM THE POST OFFICE AT MIRANDO CITY-- PROCEED 14.7 MILES
 AJ0667'SOUTHERLY ALONG AN IMPROVED AND DIRT COUNTY ROAD TO A SIDE ROAD
 AJ0667'RUNNING PARALLEL WITH A PIPELINE LEADING SOUTHWEST, THENCE 3.4 MILES
 AJ0667'SOUTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE
 AJ0667'SOUTHWEST OF A GATE, AND ABOUT 0.1 MILE NORTHEAST OF A WIND CHARGER.
 AJ0667'IT IS 21.8 FEET SOUTHWEST OF TELEPHONE POLE NO. 16, 10.0 FEET
 AJ0667'SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AJ0667'AND 3.0 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AJ0667'PROJECTS 0.3 FOOT.
 AJ0667
 AJ0667                          STATION RECOVERY (1972)
 AJ0667
 AJ0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1458 ***********************************************************************
 AX1458  DESIGNATION -  R 765
 AX1458  PID         -  AX1458
 AX1458  STATE/COUNTY-  TX/FAYETTE
 AX1458  USGS QUAD   -  WEST POINT (1981)
 AX1458
 AX1458                         *CURRENT SURVEY CONTROL
 AX1458  ___________________________________________________________________
 AX1458* NAD 83(1986)-  29 56 52.     (N)    097 00 21.     (W)     SCALED    
 AX1458* NAVD 88     -        87.02   (+/-2cm)     285.5    (feet)  VERTCON   
 AX1458  ___________________________________________________________________
 AX1458  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AX1458
 AX1458  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1458
 AX1458.The horizontal coordinates were scaled from a topographic map and have
 AX1458.an estimated accuracy of +/- 6 seconds.
 AX1458
 AX1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1458.The vertical order pertains to the NGVD 29 superseded value.
 AX1458
 AX1458.The geoid height was determined by GEOID03.
 AX1458
 AX1458;                    North         East    Units  Estimated Accuracy
 AX1458;SPC TXSC     - 4,235,980.      792,490.      MT  (+/- 180 meters Scaled)
 AX1458
 AX1458                          SUPERSEDED SURVEY CONTROL
 AX1458
 AX1458  NGVD 29 (??/??/92)   86.97   (m)          285.3    (f) COMPUTED    1 2
 AX1458
 AX1458.Superseded values are not recommended for survey control.
 AX1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1458.See file dsdata.txt to determine how the superseded data were derived.
 AX1458
 AX1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU924146(NAD 83)
 AX1458_MARKER: DB = BENCH MARK DISK
 AX1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1458_STAMPING: R 765 1943
 AX1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1458+STABILITY: SURFACE MOTION
 AX1458
 AX1458  HISTORY     - Date     Condition        Report By
 AX1458  HISTORY     - 1943     MONUMENTED       CGS
 AX1458  HISTORY     - 1973     MARK NOT FOUND   NGS
 AX1458  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1458
 AX1458                          STATION DESCRIPTION
 AX1458
 AX1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1458'1.95 MI E FROM WEST POINT.
 AX1458'TO REACH FROM THE MISSOURI-KANSAS-TEXAS RAILROAD STATION AT WEST
 AX1458'POINT-- PROCEED 1.95 MILES EASTERLY ALONG THE RAILROAD TO SITE OF
 AX1458'BENCH MARK.  BENCH MARK IS ABOUT 235.0 FEET WEST OF MILEPOST 980, AND
 AX1458'48.0 FEET SOUTH OF AND ABOUT 2.5 FEET BELOW THE SOUTH RAIL OF TRACK.
 AX1458'IT IS 16.5 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD CROSSING THE
 AX1458'RAILROAD, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET WEST
 AX1458'OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT, AND SET
 AX1458'IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK IS ALSO 2.5 MILES
 AX1458'WEST OF PLUM.
 AX1458
 AX1458                          STATION RECOVERY (1973)
 AX1458
 AX1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AX1458'MARK NOT FOUND.
 AX1458
 AX1458                          STATION RECOVERY (1997)
 AX1458
 AX1458'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1033 ***********************************************************************
 AX1033  DESIGNATION -  R 766
 AX1033  PID         -  AX1033
 AX1033  STATE/COUNTY-  TX/FAYETTE
 AX1033  USGS QUAD   -  INDUSTRY (1981)
 AX1033
 AX1033                         *CURRENT SURVEY CONTROL
 AX1033  ___________________________________________________________________
 AX1033* NAD 83(1986)-  29 54 49.     (N)    096 37 24.     (W)     SCALED    
 AX1033* NAVD 88     -        86.567  (meters)     284.01   (feet)  ADJUSTED  
 AX1033  ___________________________________________________________________
 AX1033  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1033  DYNAMIC HT  -          86.448 (meters)     283.62  (feet)  COMP
 AX1033  MODELED GRAV-     979,268.5   (mgal)                       NAVD 88
 AX1033
 AX1033  VERT ORDER  -  FIRST     CLASS I
 AX1033
 AX1033.The horizontal coordinates were scaled from a topographic map and have
 AX1033.an estimated accuracy of +/- 6 seconds.
 AX1033
 AX1033.The orthometric height was determined by differential leveling
 AX1033.and adjusted by the National Geodetic Survey in June 1991..
 AX1033
 AX1033.The geoid height was determined by GEOID03.
 AX1033
 AX1033.The dynamic height is computed by dividing the NAVD 88
 AX1033.geopotential number by the normal gravity value computed on the
 AX1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1033.degrees latitude (g = 980.6199 gals.).
 AX1033
 AX1033.The modeled gravity was interpolated from observed gravity values.
 AX1033
 AX1033;                    North         East    Units  Estimated Accuracy
 AX1033;SPC TXSC     - 4,232,890.      829,480.      MT  (+/- 180 meters Scaled)
 AX1033
 AX1033                          SUPERSEDED SURVEY CONTROL
 AX1033
 AX1033  NGVD 29 (12/23/87)   86.528  (m)          283.88   (f) ADJUSTED    1 1
 AX1033
 AX1033.Superseded values are not recommended for survey control.
 AX1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1033.See file dsdata.txt to determine how the superseded data were derived.
 AX1033
 AX1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU294115(NAD 83)
 AX1033_MARKER: DB = BENCH MARK DISK
 AX1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1033_SP_SET: CONCRETE POST
 AX1033_STAMPING: R 766 1943
 AX1033_MARK LOGO: CGS   
 AX1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1033+STABILITY: SURFACE MOTION
 AX1033
 AX1033  HISTORY     - Date     Condition        Report By
 AX1033  HISTORY     - 1943     MONUMENTED       CGS
 AX1033  HISTORY     - 1973     GOOD             NGS
 AX1033  HISTORY     - 1976     GOOD             NGS
 AX1033  HISTORY     - 1976     GOOD             NGS
 AX1033  HISTORY     - 1978     GOOD             NGS
 AX1033  HISTORY     - 1986     GOOD             NGS
 AX1033
 AX1033                          STATION DESCRIPTION
 AX1033
 AX1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1033'3.65 MI E FROM FAYETTEVILLE.
 AX1033'3.65 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1033'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 0.25 MILE WEST OF THE
 AX1033'CROSSING OF A PRIVATE ROAD, 88 FEET SOUTH AND ACROSS THE TRACK FROM
 AX1033'THE FIFTH POLE WEST OF MILE POLE 1005 45.5 FEET SOUTH OF THE SOUTH
 AX1033'RAIL OF THE MAIN TRACK, 1.5 FEET WEST OF WITNESS POST, 1.5 FEET NORTH
 AX1033'OF FENCE LINE, ABOUT 3 FEET LOWER THAN THE TRACK, SET IN THE TOP OF A
 AX1033'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AX1033
 AX1033                          STATION RECOVERY (1976)
 AX1033
 AX1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1033'RECOVERED IN GOOD CONDITION.
 AX1033
 AX1033                          STATION RECOVERY (1976)
 AX1033
 AX1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1033'RECOVERED IN GOOD CONDITION.
 AX1033
 AX1033                          STATION RECOVERY (1978)
 AX1033
 AX1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1033'RECOVERED IN GOOD CONDITION.
 AX1033
 AX1033                          STATION RECOVERY (1986)
 AX1033
 AX1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0027 ***********************************************************************
 AX0027  DESIGNATION -  R 767
 AX0027  PID         -  AX0027
 AX0027  STATE/COUNTY-  TX/AUSTIN
 AX0027  USGS QUAD   -  SEALY (1981)
 AX0027
 AX0027                         *CURRENT SURVEY CONTROL
 AX0027  ___________________________________________________________________
 AX0027* NAD 83(1986)-  29 48 32.     (N)    096 13 54.     (W)     SCALED    
 AX0027* NAVD 88     -        66.643  (meters)     218.64   (feet)  ADJUSTED  
 AX0027  ___________________________________________________________________
 AX0027  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0027  DYNAMIC HT  -          66.552 (meters)     218.35  (feet)  COMP
 AX0027  MODELED GRAV-     979,269.4   (mgal)                       NAVD 88
 AX0027
 AX0027  VERT ORDER  -  FIRST     CLASS I
 AX0027
 AX0027.The horizontal coordinates were scaled from a topographic map and have
 AX0027.an estimated accuracy of +/- 6 seconds.
 AX0027
 AX0027.The orthometric height was determined by differential leveling
 AX0027.and adjusted by the National Geodetic Survey in June 1991..
 AX0027
 AX0027.The geoid height was determined by GEOID03.
 AX0027
 AX0027.The dynamic height is computed by dividing the NAVD 88
 AX0027.geopotential number by the normal gravity value computed on the
 AX0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0027.degrees latitude (g = 980.6199 gals.).
 AX0027
 AX0027.The modeled gravity was interpolated from observed gravity values.
 AX0027
 AX0027;                    North         East    Units  Estimated Accuracy
 AX0027;SPC TXSC     - 4,222,110.      867,560.      MT  (+/- 180 meters Scaled)
 AX0027
 AX0027                          SUPERSEDED SURVEY CONTROL
 AX0027
 AX0027  NGVD 29 (12/23/87)   66.618  (m)          218.56   (f) ADJUSTED    1 1
 AX0027
 AX0027.Superseded values are not recommended for survey control.
 AX0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0027.See file dsdata.txt to determine how the superseded data were derived.
 AX0027
 AX0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU675008(NAD 83)
 AX0027_MARKER: DB = BENCH MARK DISK
 AX0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0027_SP_SET: CONCRETE POST
 AX0027_STAMPING: R 767 1943
 AX0027_MARK LOGO: CGS   
 AX0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0027+STABILITY: SURFACE MOTION
 AX0027
 AX0027  HISTORY     - Date     Condition        Report By
 AX0027  HISTORY     - 1943     MONUMENTED       CGS
 AX0027  HISTORY     - 1973     GOOD             NGS
 AX0027  HISTORY     - 1976     GOOD             NGS
 AX0027  HISTORY     - 1976     GOOD             NGS
 AX0027  HISTORY     - 1978     GOOD             NGS
 AX0027  HISTORY     - 1986     GOOD             NGS
 AX0027
 AX0027                          STATION DESCRIPTION
 AX0027
 AX0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0027'4.8 MI NW FROM SEALY.
 AX0027'4.8 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0027'CROSSING OF STATE HIGHWAY 36 AT SEALY, 13 POLES SOUTHEAST OF AND
 AX0027'ACROSS THE TRACK FROM MILE POLE 1030, 51.4 FEET SOUTHWEST OF THE
 AX0027'SOUTHWEST RAIL, 52 1/2 FEET NORTHWEST OF THE 3RD TELEPHONE POLE
 AX0027'NORTHWEST OF BRIDGE NO. 1030.4, 2.8 FEET SOUTHWEST OF A FENCE, 147
 AX0027'FEET NORTHWEST OF A 3-INCH IRON PIPE PROJECTING 3 1/2 FEET ABOVE THE
 AX0027'GROUND, ABOUT 6 FEET LOWER THAN THE TRACK, SET IN THE TOP OF A
 AX0027'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AX0027
 AX0027                          STATION RECOVERY (1976)
 AX0027
 AX0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0027'RECOVERED IN GOOD CONDITION.
 AX0027
 AX0027                          STATION RECOVERY (1976)
 AX0027
 AX0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0027'RECOVERED IN GOOD CONDITION.
 AX0027
 AX0027                          STATION RECOVERY (1978)
 AX0027
 AX0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0027'RECOVERED IN GOOD CONDITION.
 AX0027
 AX0027                          STATION RECOVERY (1986)
 AX0027
 AX0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0027'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0027'ADD--41.0 METERS (135 FT) NORTHWEST OF A PIPELINE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4565 ***********************************************************************
 AW4565  DESIGNATION -  R 769
 AW4565  PID         -  AW4565
 AW4565  STATE/COUNTY-  TX/FORT BEND
 AW4565  USGS QUAD   -  RICHMOND NE (1980)
 AW4565
 AW4565                         *CURRENT SURVEY CONTROL
 AW4565  ___________________________________________________________________
 AW4565* NAD 83(1986)-  29 41 35.     (N)    095 51 45.     (W)     SCALED    
 AW4565* NAVD 88     -        40.97   (+/-2cm)     134.4    (feet)  VERTCON   
 AW4565  ___________________________________________________________________
 AW4565  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW4565
 AW4565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4565
 AW4565.The horizontal coordinates were scaled from a topographic map and have
 AW4565.an estimated accuracy of +/- 6 seconds.
 AW4565
 AW4565.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4565.The vertical order pertains to the NGVD 29 superseded value.
 AW4565
 AW4565.The geoid height was determined by GEOID03.
 AW4565
 AW4565;                    North         East    Units  Estimated Accuracy
 AW4565;SPC TXSC     - 4,210,180.      903,580.      MT  (+/- 180 meters Scaled)
 AW4565
 AW4565                          SUPERSEDED SURVEY CONTROL
 AW4565
 AW4565  NGVD 29 (??/??/92)   40.960  (m)          134.38   (f) ADJ UNCH    2 0
 AW4565
 AW4565.Superseded values are not recommended for survey control.
 AW4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4565.See file dsdata.txt to determine how the superseded data were derived.
 AW4565
 AW4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN230882(NAD 83)
 AW4565_MARKER: DB = BENCH MARK DISK
 AW4565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4565_STAMPING: R 769 1943
 AW4565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4565+STABILITY: SURFACE MOTION
 AW4565
 AW4565  HISTORY     - Date     Condition        Report By
 AW4565  HISTORY     - 1943     MONUMENTED       CGS
 AW4565  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4565  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4565  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4565  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4565
 AW4565                          STATION DESCRIPTION
 AW4565
 AW4565'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4565'2.25 MI E FROM FULSHEAR.
 AW4565'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4565'STATION AT FULSHEAR-- PROCEED 2.25 MILES EASTERLY ALONG THE RAILROAD
 AW4565'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST OF MILEPOST
 AW4565'31, AND ABOUT 225.0 FEET EAST OF SIGNPOST FLEWELLEN ONE MILE.  IT IS
 AW4565'40.5 FEET NORTH OF AND ABOUT 3.0 FEET BELOW THE NORTH RAIL OF TRACK,
 AW4565'47.6 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD,
 AW4565'4.0 FEET NORTHEAST OF A TELEPHONE POLE, AND 3.0 FEET WEST OF A
 AW4565'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AW4565
 AW4565                          STATION RECOVERY (1971)
 AW4565
 AW4565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4565'MARK NOT FOUND.
 AW4565
 AW4565                          STATION RECOVERY (1987)
 AW4565
 AW4565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4565'NOT RECOVERED.
 AW4565
 AW4565                          STATION RECOVERY (1993)
 AW4565
 AW4565'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4565'MARK NOT FOUND.
 AW4565
 AW4565                          STATION RECOVERY (2004)
 AW4565
 AW4565'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0309 ***********************************************************************
 BN0309  DESIGNATION -  R 77
 BN0309  PID         -  BN0309
 BN0309  STATE/COUNTY-  TX/KIMBLE
 BN0309  USGS QUAD   -  JUNCTION (1974)
 BN0309
 BN0309                         *CURRENT SURVEY CONTROL
 BN0309  ___________________________________________________________________
 BN0309* NAD 83(1986)-  30 29 20.     (N)    099 45 57.     (W)     SCALED    
 BN0309* NAVD 88     -       522.560  (meters)    1714.43   (feet)  ADJUSTED  
 BN0309  ___________________________________________________________________
 BN0309  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BN0309  DYNAMIC HT  -         521.822 (meters)    1712.01  (feet)  COMP
 BN0309  MODELED GRAV-     979,212.6   (mgal)                       NAVD 88
 BN0309
 BN0309  VERT ORDER  -  FIRST     CLASS II
 BN0309
 BN0309.The horizontal coordinates were scaled from a topographic map and have
 BN0309.an estimated accuracy of +/- 6 seconds.
 BN0309
 BN0309.The orthometric height was determined by differential leveling
 BN0309.and adjusted by the National Geodetic Survey in June 1991..
 BN0309
 BN0309.The geoid height was determined by GEOID03.
 BN0309
 BN0309.The dynamic height is computed by dividing the NAVD 88
 BN0309.geopotential number by the normal gravity value computed on the
 BN0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0309.degrees latitude (g = 980.6199 gals.).
 BN0309
 BN0309.The modeled gravity was interpolated from observed gravity values.
 BN0309
 BN0309;                    North         East    Units  Estimated Accuracy
 BN0309;SPC TX C     - 3,091,290.      754,480.      MT  (+/- 180 meters Scaled)
 BN0309
 BN0309                          SUPERSEDED SURVEY CONTROL
 BN0309
 BN0309  NGVD 29 (??/??/92)  522.530  (m)         1714.33   (f) ADJ UNCH    1 2
 BN0309
 BN0309.Superseded values are not recommended for survey control.
 BN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0309.See file dsdata.txt to determine how the superseded data were derived.
 BN0309
 BN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU265732(NAD 83)
 BN0309_MARKER: DB = BENCH MARK DISK
 BN0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0309_SP_SET: STEP
 BN0309_STAMPING: 1714.334 R 77 1931
 BN0309_MARK LOGO: CGS   
 BN0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0309
 BN0309  HISTORY     - Date     Condition        Report By
 BN0309  HISTORY     - 1931     MONUMENTED       CGS
 BN0309  HISTORY     - 1935     GOOD             NGS
 BN0309  HISTORY     - 1981     GOOD             NGS
 BN0309  HISTORY     - 1990     GOOD             USPSQD
 BN0309  HISTORY     - 1991     GOOD             USPSQD
 BN0309  HISTORY     - 19950805 GOOD             USPSQD
 BN0309
 BN0309                          STATION DESCRIPTION
 BN0309
 BN0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0309'IN JUNCTION.
 BN0309'AT JUNCTION, KIMBLE COUNTY, AT THE COURTHOUSE, AT THE WEST ENTRANCE,
 BN0309'AND IN THE COPING AT THE SOUTH END OF THE STEPS.  A STANDARD DISK,
 BN0309'STAMPED 1714.334 R 77 1931.
 BN0309
 BN0309                          STATION RECOVERY (1935)
 BN0309
 BN0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0309'RECOVERED IN GOOD CONDITION.
 BN0309
 BN0309                          STATION RECOVERY (1981)
 BN0309
 BN0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0309'IN JUNCTION, IN THE EAST END OF THE SOUTH CONCRETE BANISTER OF THE
 BN0309'WEST ENTRANCE TO THE COUNTY COURTHOUSE, 2.1 METERS (6.9 FT) SOUTH OF
 BN0309'THE CENTER OF THE ENTRANCE AND 0.4 METER (1.3 FT) WEST OF THE WEST
 BN0309'FACE OF THE BUILDING.
 BN0309'THE MARK IS 1.2 M ABOVE THE GROUND.
 BN0309
 BN0309                          STATION RECOVERY (1990)
 BN0309
 BN0309'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0309'RECOVERED IN GOOD CONDITION.
 BN0309
 BN0309                          STATION RECOVERY (1991)
 BN0309
 BN0309'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0309'RECOVERED IN GOOD CONDITION.
 BN0309
 BN0309                          STATION RECOVERY (1995)
 BN0309
 BN0309'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0838 ***********************************************************************
 AE0838  DESIGNATION -  R 770
 AE0838  PID         -  AE0838
 AE0838  STATE/COUNTY-  TX/STARR
 AE0838  USGS QUAD   -  LA GLORIA (1993)
 AE0838
 AE0838                         *CURRENT SURVEY CONTROL
 AE0838  ___________________________________________________________________
 AE0838* NAD 83(1986)-  26 42 53.     (N)    098 33 08.     (W)     SCALED    
 AE0838* NAVD 88     -       105.717  (meters)     346.84   (feet)  ADJUSTED  
 AE0838  ___________________________________________________________________
 AE0838  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AE0838  DYNAMIC HT  -         105.544 (meters)     346.27  (feet)  COMP
 AE0838  MODELED GRAV-     979,008.0   (mgal)                       NAVD 88
 AE0838
 AE0838  VERT ORDER  -  SECOND    CLASS 0
 AE0838
 AE0838.The horizontal coordinates were scaled from a topographic map and have
 AE0838.an estimated accuracy of +/- 6 seconds.
 AE0838
 AE0838.The orthometric height was determined by differential leveling
 AE0838.and adjusted by the National Geodetic Survey in June 1991..
 AE0838
 AE0838.The geoid height was determined by GEOID03.
 AE0838
 AE0838.The dynamic height is computed by dividing the NAVD 88
 AE0838.geopotential number by the normal gravity value computed on the
 AE0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0838.degrees latitude (g = 980.6199 gals.).
 AE0838
 AE0838.The modeled gravity was interpolated from observed gravity values.
 AE0838
 AE0838;                    North         East    Units  Estimated Accuracy
 AE0838;SPC TX S     - 5,116,120.      294,800.      MT  (+/- 180 meters Scaled)
 AE0838
 AE0838                          SUPERSEDED SURVEY CONTROL
 AE0838
 AE0838  NGVD 29 (??/??/92)  105.780  (m)          347.05   (f) ADJ UNCH    2 0
 AE0838
 AE0838.Superseded values are not recommended for survey control.
 AE0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0838.See file dsdata.txt to determine how the superseded data were derived.
 AE0838
 AE0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ445549(NAD 83)
 AE0838_MARKER: DB = BENCH MARK DISK
 AE0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0838_STAMPING: R 770 1942
 AE0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0838+STABILITY: SURFACE MOTION
 AE0838
 AE0838  HISTORY     - Date     Condition        Report By
 AE0838  HISTORY     - 1942     MONUMENTED       CGS
 AE0838
 AE0838                          STATION DESCRIPTION
 AE0838
 AE0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0838'1.7 MI W FROM LA GLORIA.
 AE0838'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 1.7 MILE
 AE0838'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0838'IS 0.15 MILE WEST OF THE INTERSECTION OF A GRADED ROAD LEADING NORTH.
 AE0838'IT IS 41.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0838'CENTERLINE OF THE ROAD, 0.9 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 AE0838'FENCE.  MONUMENT IS 2.5 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0838'POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1628 ***********************************************************************
 AE1628  DESIGNATION -  R 770 RESET
 AE1628  PID         -  AE1628
 AE1628  STATE/COUNTY-  TX/STARR
 AE1628  USGS QUAD   -  LA GLORIA (1993)
 AE1628
 AE1628                         *CURRENT SURVEY CONTROL
 AE1628  ___________________________________________________________________
 AE1628* NAD 83(1993)-  26 42 52.49730(N)    098 33 08.31024(W)     ADJUSTED  
 AE1628* NAVD 88     -       105.57   (+/-2cm)     346.4    (feet)  VERTCON   
 AE1628  ___________________________________________________________________
 AE1628  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AE1628  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AE1628
 AE1628  HORZ ORDER  -  SECOND
 AE1628  VERT ORDER  -  THIRD ? (See Below)
 AE1628
 AE1628.The horizontal coordinates were established by classical geodetic methods
 AE1628.and adjusted by the National Geodetic Survey in February 1996..
 AE1628
 AE1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1628.The vertical order pertains to the NGVD 29 superseded value.
 AE1628
 AE1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1628
 AE1628.The geoid height was determined by GEOID03.
 AE1628
 AE1628;                    North         East     Units Scale Factor Converg.
 AE1628;SPC TX S     - 5,116,101.575   294,795.575   MT  0.99990721   -0 01 25.5
 AE1628;SPC TX S     -16,785,076.58    967,175.15   sFT  0.99990721   -0 01 25.5
 AE1628;UTM  14      - 2,954,901.486   544,529.668   MT  0.99962448   +0 12 04.5
 AE1628
 AE1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1628!SPC TX S     -   0.99998726  x   0.99990721  =   0.99989448
 AE1628!UTM  14      -   0.99998726  x   0.99962448  =   0.99961175
 AE1628
 AE1628                          SUPERSEDED SURVEY CONTROL
 AE1628
 AE1628  NAD 83(1986)-  26 42 52.50328(N)    098 33 08.27822(W) AD(       ) 2
 AE1628  NAD 27      -  26 42 51.29927(N)    098 33 07.20982(W) AD(       ) 2
 AE1628  NGVD 29 (07/19/86)  105.63   (m)          346.6    (f) LEVELING    3  
 AE1628
 AE1628.Superseded values are not recommended for survey control.
 AE1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1628.See file dsdata.txt to determine how the superseded data were derived.
 AE1628
 AE1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4453054901(NAD 83)
 AE1628_MARKER: DB = BENCH MARK DISK
 AE1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1628
 AE1628  HISTORY     - Date     Condition        Report By
 AE1628  HISTORY     - 1950     MONUMENTED       CGS
 AE1628
 AE1628                          STATION DESCRIPTION
 AE1628
 AE1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AE1628'THE STATION IS ABOUT 3 MILES WEST OF THE COMMUNITY OF LA GLORIA AND
 AE1628'IS IN STARR COUNTY.  IT IS LOCATED AT THE JUNCTION OF COUNTY ROADS
 AE1628'1017 AND 2686.
 AE1628'
 AE1628'BENCH MARK R 770 RESET 1950 IS A COAST AND GEODETIC SURVEY DISK,
 AE1628'STAMPED R 770 1942 RESET 1950, SET IN THE TOP OF A 10-INCH SQUARE
 AE1628'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 42 FEET
 AE1628'SOUTH OF THE CENTER OF FARM ROAD 1017, 4 FEET SOUTH OF THE
 AE1628'RIGHT-OF-WAY FENCE AND 3 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0839 ***********************************************************************
 AE0839  DESIGNATION -  R 770 RESET 1950
 AE0839  PID         -  AE0839
 AE0839  STATE/COUNTY-  TX/STARR
 AE0839  USGS QUAD   -  LA GLORIA (1993)
 AE0839
 AE0839                         *CURRENT SURVEY CONTROL
 AE0839  ___________________________________________________________________
 AE0839* NAD 83(1986)-  26 42 53.     (N)    098 33 08.     (W)     SCALED    
 AE0839* NAVD 88     -       105.56   (meters)     346.3    (feet)  RESET     
 AE0839  ___________________________________________________________________
 AE0839  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AE0839
 AE0839  VERT ORDER  -  THIRD
 AE0839
 AE0839.The horizontal coordinates were scaled from a topographic map and have
 AE0839.an estimated accuracy of +/- 6 seconds.
 AE0839
 AE0839.The orthometric height was computed from unverified reset data.
 AE0839
 AE0839.The geoid height was determined by GEOID03.
 AE0839
 AE0839;                    North         East    Units  Estimated Accuracy
 AE0839;SPC TX S     - 5,116,120.      294,800.      MT  (+/- 180 meters Scaled)
 AE0839
 AE0839                          SUPERSEDED SURVEY CONTROL
 AE0839
 AE0839.No superseded survey control is available for this station.
 AE0839
 AE0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ445549(NAD 83)
 AE0839_MARKER: DB = BENCH MARK DISK
 AE0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0839_SP_SET: MONUMENT
 AE0839_STAMPING: R 770 1942 RESET 1950
 AE0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0839
 AE0839  HISTORY     - Date     Condition        Report By
 AE0839  HISTORY     - 1950     MONUMENTED       CGS
 AE0839  HISTORY     - 1974     GOOD             NGS
 AE0839
 AE0839                          STATION DESCRIPTION
 AE0839
 AE0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AE0839'1.95 MI W FROM LA GLORIA.
 AE0839'THE MARK WAS RECOVERED.  HOWEVER, IT IS STAMPED R 770 1942 RESET 1950,
 AE0839'NOT R 770 RESET 1950 AS STATED IN THE OLD DATA.  TO REACH FROM THE
 AE0839'JUNCTION OF FARM ROADS 1017 AND 755 AT LA GLORIA, GO WEST ON ROAD 1017
 AE0839'FOR 1.8 MILES TO A SIDE ROAD RIGHT.  CONTINUE WEST ON ROAD 1017 FOR
 AE0839'0.15 MILE TO THE MARK ON THE LEFT.  MARK IS SET IN THE TOP OF A
 AE0839'10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AE0839'42 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 4 FEET SOUTH OF THE
 AE0839'RIGHT-OF-WAY FENCE AND 3 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0792 ***********************************************************************
 AE0792  DESIGNATION -  R 771
 AE0792  PID         -  AE0792
 AE0792  STATE/COUNTY-  TX/ZAPATA
 AE0792  USGS QUAD   -  LAS ESCOBAS RANCH (1993)
 AE0792
 AE0792                         *CURRENT SURVEY CONTROL
 AE0792  ___________________________________________________________________
 AE0792* NAD 83(1986)-  26 41 59.     (N)    098 58 34.     (W)     SCALED    
 AE0792* NAVD 88     -       136.285  (meters)     447.13   (feet)  ADJUSTED  
 AE0792  ___________________________________________________________________
 AE0792  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AE0792  DYNAMIC HT  -         136.063 (meters)     446.40  (feet)  COMP
 AE0792  MODELED GRAV-     979,018.6   (mgal)                       NAVD 88
 AE0792
 AE0792  VERT ORDER  -  SECOND    CLASS 0
 AE0792
 AE0792.The horizontal coordinates were scaled from a topographic map and have
 AE0792.an estimated accuracy of +/- 6 seconds.
 AE0792
 AE0792.The orthometric height was determined by differential leveling
 AE0792.and adjusted by the National Geodetic Survey in June 1991..
 AE0792
 AE0792.The geoid height was determined by GEOID03.
 AE0792
 AE0792.The dynamic height is computed by dividing the NAVD 88
 AE0792.geopotential number by the normal gravity value computed on the
 AE0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0792.degrees latitude (g = 980.6199 gals.).
 AE0792
 AE0792.The modeled gravity was interpolated from observed gravity values.
 AE0792
 AE0792;                    North         East    Units  Estimated Accuracy
 AE0792;SPC TX S     - 5,114,540.      252,620.      MT  (+/- 180 meters Scaled)
 AE0792
 AE0792                          SUPERSEDED SURVEY CONTROL
 AE0792
 AE0792  NGVD 29 (??/??/92)  136.338  (m)          447.30   (f) ADJ UNCH    2 0
 AE0792
 AE0792.Superseded values are not recommended for survey control.
 AE0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0792.See file dsdata.txt to determine how the superseded data were derived.
 AE0792
 AE0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ023531(NAD 83)
 AE0792_MARKER: DB = BENCH MARK DISK
 AE0792_SETTING: 66 = SET IN ROCK OUTCROP
 AE0792_SP_SET: ROCK OUTCROP
 AE0792_STAMPING: R 771 1942
 AE0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0792+STABILITY: POSITION/ELEVATION WELL
 AE0792
 AE0792  HISTORY     - Date     Condition        Report By
 AE0792  HISTORY     - 1942     MONUMENTED       CGS
 AE0792  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0792
 AE0792                          STATION DESCRIPTION
 AE0792
 AE0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0792'16.6 MI SW FROM GUERRA.
 AE0792'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0792'GUERRA) PROCEED 10.9 MILES SOUTHWEST ALONG A DIRT ROAD TO THE JUNCTION
 AE0792'OF A COUNTY GRAVEL ROAD, THENCE CONTINUE 2.1 MILES SOUTH ALONG GRAVEL
 AE0792'ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING WESTERLY, THENCE 1.0
 AE0792'MILE WESTERLY ALONG DIRT ROAD, TO A LARGE LIMESTONE ROCK OUTCROP, AND
 AE0792'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN A ROCK OUTCROP
 AE0792'ON THE SOUTH SIDE OF DIRT ROAD.  IT IS 8.0 FEET SOUTH OF AND ABOUT 3.0
 AE0792'FEET ABOVE THE CENTERLINE OF ROAD.
 AE0792
 AE0792                          STATION RECOVERY (1972)
 AE0792
 AE0792'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1214 ***********************************************************************
 AE1214  DESIGNATION -  R 772
 AE1214  PID         -  AE1214
 AE1214  STATE/COUNTY-  TX/STARR
 AE1214  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1214
 AE1214                         *CURRENT SURVEY CONTROL
 AE1214  ___________________________________________________________________
 AE1214* NAD 83(1986)-  26 27 50.     (N)    099 02 01.     (W)     SCALED    
 AE1214* NAVD 88     -       112.861  (meters)     370.28   (feet)  ADJUSTED  
 AE1214  ___________________________________________________________________
 AE1214  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1214  DYNAMIC HT  -         112.675 (meters)     369.67  (feet)  COMP
 AE1214  MODELED GRAV-     978,999.3   (mgal)                       NAVD 88
 AE1214
 AE1214  VERT ORDER  -  FIRST     CLASS II
 AE1214
 AE1214.The horizontal coordinates were scaled from a topographic map and have
 AE1214.an estimated accuracy of +/- 6 seconds.
 AE1214
 AE1214.The orthometric height was determined by differential leveling
 AE1214.and adjusted by the National Geodetic Survey in June 1991..
 AE1214.WARNING-Repeat measurements at this control monument indicate possible
 AE1214.vertical movement.
 AE1214
 AE1214.The geoid height was determined by GEOID03.
 AE1214
 AE1214.The dynamic height is computed by dividing the NAVD 88
 AE1214.geopotential number by the normal gravity value computed on the
 AE1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1214.degrees latitude (g = 980.6199 gals.).
 AE1214
 AE1214.The modeled gravity was interpolated from observed gravity values.
 AE1214
 AE1214;                    North         East    Units  Estimated Accuracy
 AE1214;SPC TX S     - 5,088,440.      246,790.      MT  (+/- 180 meters Scaled)
 AE1214
 AE1214                          SUPERSEDED SURVEY CONTROL
 AE1214
 AE1214  NGVD 29 (??/??/92)  112.896  (m)          370.39   (f) ADJ UNCH    1 2
 AE1214
 AE1214.Superseded values are not recommended for survey control.
 AE1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1214.See file dsdata.txt to determine how the superseded data were derived.
 AE1214
 AE1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ966270(NAD 83)
 AE1214_MARKER: DB = BENCH MARK DISK
 AE1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1214_SP_SET: CULVERT
 AE1214_STAMPING: R 772 1942
 AE1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1214
 AE1214  HISTORY     - Date     Condition        Report By
 AE1214  HISTORY     - 1942     MONUMENTED       CGS
 AE1214  HISTORY     - 1956     GOOD             NGS
 AE1214  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1214  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1214
 AE1214                          STATION DESCRIPTION
 AE1214
 AE1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1214'4.2 MI N FROM ROMA.
 AE1214'4.2 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE1214'ROMA, AT THE BOTTOM OF A DRAW, 17.5 FEET NORTHEAST OF THE CENTER LINE
 AE1214'OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 AE1214'HEADWALL OF A 3 CHANNEL CONCRETE CULVERT.
 AE1214
 AE1214                          STATION RECOVERY (1965)
 AE1214
 AE1214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1214'MARK NOT FOUND.
 AE1214
 AE1214                          STATION RECOVERY (1981)
 AE1214
 AE1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1214'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0898 ***********************************************************************
 AE0898  DESIGNATION -  R 773
 AE0898  PID         -  AE0898
 AE0898  STATE/COUNTY-  TX/JIM HOGG
 AE0898  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0898
 AE0898                         *CURRENT SURVEY CONTROL
 AE0898  ___________________________________________________________________
 AE0898* NAD 83(1986)-  26 50 59.     (N)    098 36 58.     (W)     SCALED    
 AE0898* NAVD 88     -       139.583  (meters)     457.95   (feet)  ADJUSTED  
 AE0898  ___________________________________________________________________
 AE0898  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AE0898  DYNAMIC HT  -         139.355 (meters)     457.20  (feet)  COMP
 AE0898  MODELED GRAV-     979,013.2   (mgal)                       NAVD 88
 AE0898
 AE0898  VERT ORDER  -  SECOND    CLASS 0
 AE0898
 AE0898.The horizontal coordinates were scaled from a topographic map and have
 AE0898.an estimated accuracy of +/- 6 seconds.
 AE0898
 AE0898.The orthometric height was determined by differential leveling
 AE0898.and adjusted by the National Geodetic Survey in June 1991..
 AE0898
 AE0898.The geoid height was determined by GEOID03.
 AE0898
 AE0898.The dynamic height is computed by dividing the NAVD 88
 AE0898.geopotential number by the normal gravity value computed on the
 AE0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0898.degrees latitude (g = 980.6199 gals.).
 AE0898
 AE0898.The modeled gravity was interpolated from observed gravity values.
 AE0898
 AE0898;                    North         East    Units  Estimated Accuracy
 AE0898;SPC TX S     - 5,131,080.      288,460.      MT  (+/- 180 meters Scaled)
 AE0898
 AE0898                          SUPERSEDED SURVEY CONTROL
 AE0898
 AE0898  NGVD 29 (??/??/92)  139.630  (m)          458.10   (f) ADJ UNCH    2 0
 AE0898
 AE0898.Superseded values are not recommended for survey control.
 AE0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0898.See file dsdata.txt to determine how the superseded data were derived.
 AE0898
 AE0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ381698(NAD 83)
 AE0898_MARKER: DB = BENCH MARK DISK
 AE0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0898_STAMPING: R 773 1942
 AE0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0898+STABILITY: SURFACE MOTION
 AE0898
 AE0898  HISTORY     - Date     Condition        Report By
 AE0898  HISTORY     - 1942     MONUMENTED       CGS
 AE0898
 AE0898                          STATION DESCRIPTION
 AE0898
 AE0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0898'4.0 MI N FROM RAMIRITO.
 AE0898'TO REACH FROM THE INTERSECTION OF A DIRT ROAD LEADING EAST AT
 AE0898'RAMIRITO, PROCEED 4.0 MILES NORTH ALONG A GRAVEL ROAD TO SITE OF BENCH
 AE0898'MARK.  BENCH MARK IS 0.1 MILE SOUTH OF THE INTERSECTION OF A DIRT ROAD
 AE0898'LEADING WEST.  IT IS 44.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AE0898'THE CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4
 AE0898'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1116 ***********************************************************************
 AE1116  DESIGNATION -  R 774
 AE1116  PID         -  AE1116
 AE1116  STATE/COUNTY-  TX/ZAPATA
 AE1116  USGS QUAD   -  BECKWITH ARM (1980)
 AE1116
 AE1116                         *CURRENT SURVEY CONTROL
 AE1116  ___________________________________________________________________
 AE1116* NAD 83(1986)-  26 42 23.     (N)    099 11 04.     (W)     SCALED    
 AE1116* NAVD 88     -       104.607  (meters)     343.20   (feet)  ADJUSTED  
 AE1116  ___________________________________________________________________
 AE1116  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AE1116  DYNAMIC HT  -         104.437 (meters)     342.64  (feet)  COMP
 AE1116  MODELED GRAV-     979,026.3   (mgal)                       NAVD 88
 AE1116
 AE1116  VERT ORDER  -  FIRST     CLASS II
 AE1116
 AE1116.The horizontal coordinates were scaled from a topographic map and have
 AE1116.an estimated accuracy of +/- 6 seconds.
 AE1116
 AE1116.The orthometric height was determined by differential leveling
 AE1116.and adjusted by the National Geodetic Survey in June 1991..
 AE1116
 AE1116.The geoid height was determined by GEOID03.
 AE1116
 AE1116.The dynamic height is computed by dividing the NAVD 88
 AE1116.geopotential number by the normal gravity value computed on the
 AE1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1116.degrees latitude (g = 980.6199 gals.).
 AE1116
 AE1116.The modeled gravity was interpolated from observed gravity values.
 AE1116
 AE1116;                    North         East    Units  Estimated Accuracy
 AE1116;SPC TX S     - 5,115,380.      231,900.      MT  (+/- 180 meters Scaled)
 AE1116
 AE1116                          SUPERSEDED SURVEY CONTROL
 AE1116
 AE1116  NGVD 29 (??/??/92)  104.649  (m)          343.34   (f) ADJ UNCH    1 2
 AE1116
 AE1116.Superseded values are not recommended for survey control.
 AE1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1116.See file dsdata.txt to determine how the superseded data were derived.
 AE1116
 AE1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ816539(NAD 83)
 AE1116_MARKER: DB = BENCH MARK DISK
 AE1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1116_STAMPING: R 774 1942
 AE1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1116+STABILITY: SURFACE MOTION
 AE1116
 AE1116  HISTORY     - Date     Condition        Report By
 AE1116  HISTORY     - 1942     MONUMENTED       CGS
 AE1116  HISTORY     - 1956     GOOD             NGS
 AE1116
 AE1116                          STATION DESCRIPTION
 AE1116
 AE1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1116'18.1 MI SE FROM ZAPATA.
 AE1116'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1116'ZAPATA, THENCE 14.7 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 1.5
 AE1116'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AE1116'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, AT THE NORTHWEST END OF AN
 AE1116'OLD ROADSIDE PARK, 62 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD
 AE1116'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0979 ***********************************************************************
 AJ0979  DESIGNATION -  R 775 RESET 1974
 AJ0979  PID         -  AJ0979
 AJ0979  STATE/COUNTY-  TX/ZAPATA
 AJ0979  USGS QUAD   -  ARROYO BURRO (1980)
 AJ0979
 AJ0979                         *CURRENT SURVEY CONTROL
 AJ0979  ___________________________________________________________________
 AJ0979* NAD 83(1986)-  27 05 35.     (N)    099 21 00.     (W)     SCALED    
 AJ0979* NAVD 88     -       138.40   (+/-2cm)     454.1    (feet)  VERTCON   
 AJ0979  ___________________________________________________________________
 AJ0979  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AJ0979
 AJ0979  VERT ORDER  -  THIRD (See Below)
 AJ0979
 AJ0979.The horizontal coordinates were scaled from a topographic map and have
 AJ0979.an estimated accuracy of +/- 6 seconds.
 AJ0979
 AJ0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0979.The vertical order pertains to the NGVD 29 superseded value.
 AJ0979
 AJ0979.The geoid height was determined by GEOID03.
 AJ0979
 AJ0979;                    North         East    Units  Estimated Accuracy
 AJ0979;SPC TX S     - 5,158,320.      215,710.      MT  (+/- 180 meters Scaled)
 AJ0979
 AJ0979                          SUPERSEDED SURVEY CONTROL
 AJ0979
 AJ0979  NGVD 29 (01/29/03)  138.45   (m)          454.2    (f) RESET       3  
 AJ0979
 AJ0979.Superseded values are not recommended for survey control.
 AJ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0979.See file dsdata.txt to determine how the superseded data were derived.
 AJ0979
 AJ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ653967(NAD 83)
 AJ0979_MARKER: P = PIPE CAP
 AJ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0979_STAMPING: R 775 RESET 1974
 AJ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0979+STABILITY: SURFACE MOTION
 AJ0979
 AJ0979  HISTORY     - Date     Condition        Report By
 AJ0979  HISTORY     - 1974     MONUMENTED       TXHD
 AJ0979  HISTORY     - 1975     GOOD             USGS
 AJ0979
 AJ0979                          STATION DESCRIPTION
 AJ0979
 AJ0979'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0979'6.45 MI NE FROM SAN YGNACIO.
 AJ0979'FROM THE JUNCTION OF FARM ROAD 3169 AND U.S. HIGHWAY 83 IN SAN YGNACIO
 AJ0979'PROCEED NORTHEAST ALONG F.R. 3169 FOR 6.45 MI. AND THE BM IN THE
 AJ0979'SOUTHEAST ROW FENCE, JUST INTO A GENTLE CURVE OF THE HIGHWAY 726 FT.
 AJ0979'SW OF A TRACK ROAD SOUTH, 7 FT. WEST OF A POWER POLE AND 60 FT. SE OF
 AJ0979'CENTERLINE OF HIGHWAY.  A STANDARD N.G.S. CAP STAMPED AS ABOVE, SET IN
 AJ0979'A CONCRETE POST PROJECTING ABOUT 0.3 FT.  BM RESET BY TEXAS STATE
 AJ0979'HIGHWAY DEPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0342 ***********************************************************************
 AB0342  DESIGNATION -  R 776
 AB0342  PID         -  AB0342
 AB0342  STATE/COUNTY-  TX/CAMERON
 AB0342  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0342
 AB0342                         *CURRENT SURVEY CONTROL
 AB0342  ___________________________________________________________________
 AB0342* NAD 83(1986)-  26 02 28.     (N)    097 15 39.     (W)     SCALED    
 AB0342* NAVD 88     -         2.458  (meters)       8.06   (feet)  ADJUSTED  
 AB0342  ___________________________________________________________________
 AB0342  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 AB0342  DYNAMIC HT  -           2.454 (meters)       8.05  (feet)  COMP
 AB0342  MODELED GRAV-     979,060.9   (mgal)                       NAVD 88
 AB0342
 AB0342  VERT ORDER  -  SECOND    CLASS 0
 AB0342
 AB0342.The horizontal coordinates were scaled from a topographic map and have
 AB0342.an estimated accuracy of +/- 6 seconds.
 AB0342
 AB0342.The orthometric height was determined by differential leveling
 AB0342.and adjusted by the National Geodetic Survey in June 1991..
 AB0342
 AB0342.The geoid height was determined by GEOID03.
 AB0342
 AB0342.The dynamic height is computed by dividing the NAVD 88
 AB0342.geopotential number by the normal gravity value computed on the
 AB0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0342.degrees latitude (g = 980.6199 gals.).
 AB0342
 AB0342.The modeled gravity was interpolated from observed gravity values.
 AB0342
 AB0342;                    North         East    Units  Estimated Accuracy
 AB0342;SPC TX S     - 5,042,100.      424,020.      MT  (+/- 180 meters Scaled)
 AB0342
 AB0342                          SUPERSEDED SURVEY CONTROL
 AB0342
 AB0342  NGVD 29 (??/??/92)    2.559  (m)            8.40   (f) ADJ UNCH    2 0
 AB0342
 AB0342.Superseded values are not recommended for survey control.
 AB0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0342.See file dsdata.txt to determine how the superseded data were derived.
 AB0342
 AB0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP740813(NAD 83)
 AB0342_MARKER: DB = BENCH MARK DISK
 AB0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0342_STAMPING: R 776 1942
 AB0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0342+STABILITY: SURFACE MOTION
 AB0342
 AB0342  HISTORY     - Date     Condition        Report By
 AB0342  HISTORY     - 1942     MONUMENTED       CGS
 AB0342  HISTORY     - 1958     GOOD             DOD
 AB0342  HISTORY     - 19910309 MARK NOT FOUND   USPSQD
 AB0342  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0342
 AB0342                          STATION DESCRIPTION
 AB0342
 AB0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0342'6.4 MI SW FROM PORT ISABEL.
 AB0342'TO REACH FROM THE POST OFFICE AT PORT ISABEL, PROCEED WESTERLY ON
 AB0342'STATE HIGHWAY NUMBER 100, GO 2.8 MILES.  TURN SOUTHERLY (LEFT) ONTO
 AB0342'THE OLD BOCA CHICA CUTOFF ROAD AND GO 3.6 MILES TO SITE OF BENCH MARK.
 AB0342'BENCH MARK IS ABOUT 0.1 MILE NORTHERLY FROM A SMALL WOODEN BRIDGE. 40
 AB0342'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB0342'ROAD.  AND 3.0 FEET NORTH OF A WOODEN MARKER POST.
 AB0342
 AB0342                          STATION RECOVERY (1958)
 AB0342
 AB0342'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 AB0342'RECOVERED IN GOOD CONDITION.
 AB0342
 AB0342                          STATION RECOVERY (1991)
 AB0342
 AB0342'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0342'MARK NOT FOUND.
 AB0342
 AB0342                          STATION RECOVERY (1993)
 AB0342
 AB0342'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0460 ***********************************************************************
 AE0460  DESIGNATION -  R 777
 AE0460  PID         -  AE0460
 AE0460  STATE/COUNTY-  TX/HIDALGO
 AE0460  USGS QUAD   -  FAYSVILLE (1963)
 AE0460
 AE0460                         *CURRENT SURVEY CONTROL
 AE0460  ___________________________________________________________________
 AE0460* NAD 83(1986)-  26 29 10.     (N)    098 07 59.     (W)     SCALED    
 AE0460* NAVD 88     -        24.414  (meters)      80.10   (feet)  ADJUSTED  
 AE0460  ___________________________________________________________________
 AE0460  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AE0460  DYNAMIC HT  -          24.375 (meters)      79.97  (feet)  COMP
 AE0460  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 AE0460
 AE0460  VERT ORDER  -  SECOND    CLASS 0
 AE0460
 AE0460.The horizontal coordinates were scaled from a topographic map and have
 AE0460.an estimated accuracy of +/- 6 seconds.
 AE0460
 AE0460.The orthometric height was determined by differential leveling
 AE0460.and adjusted by the National Geodetic Survey in June 1991..
 AE0460
 AE0460.The geoid height was determined by GEOID03.
 AE0460
 AE0460.The dynamic height is computed by dividing the NAVD 88
 AE0460.geopotential number by the normal gravity value computed on the
 AE0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0460.degrees latitude (g = 980.6199 gals.).
 AE0460
 AE0460.The modeled gravity was interpolated from observed gravity values.
 AE0460
 AE0460;                    North         East    Units  Estimated Accuracy
 AE0460;SPC TX S     - 5,090,840.      336,580.      MT  (+/- 180 meters Scaled)
 AE0460
 AE0460                          SUPERSEDED SURVEY CONTROL
 AE0460
 AE0460  NGVD 29 (??/??/92)   24.521  (m)           80.45   (f) ADJ UNCH    2 0
 AE0460
 AE0460.Superseded values are not recommended for survey control.
 AE0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0460.See file dsdata.txt to determine how the superseded data were derived.
 AE0460
 AE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ864298(NAD 83)
 AE0460_MARKER: DB = BENCH MARK DISK
 AE0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0460_SP_SET: CULVERT
 AE0460_STAMPING: R 777 1942
 AE0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0460
 AE0460  HISTORY     - Date     Condition        Report By
 AE0460  HISTORY     - 1942     MONUMENTED       CGS
 AE0460
 AE0460                          STATION DESCRIPTION
 AE0460
 AE0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0460'5.0 MI S FROM SAN MANUEL.
 AE0460'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL, PROCEED SOUTHERLY
 AE0460'ON U. S. HIGHWAY NUMBER 281 AND GO 5.0 MILES TO A CONCRETE CULVERT AND
 AE0460'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE
 AE0460'SOUTH END OF THE WEST HEADWALL OF THE CULVERT.  IT IS ABOUT 0.1 MILE
 AE0460'SOUTH OF A CURVE.  27 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE
 AE0460'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0574 ***********************************************************************
 AJ0574  DESIGNATION -  R 778
 AJ0574  PID         -  AJ0574
 AJ0574  STATE/COUNTY-  TX/JIM HOGG
 AJ0574  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0574
 AJ0574                         *CURRENT SURVEY CONTROL
 AJ0574  ___________________________________________________________________
 AJ0574* NAD 83(1986)-  27 16 30.     (N)    098 41 50.     (W)     SCALED    
 AJ0574* NAVD 88     -       183.114  (meters)     600.77   (feet)  ADJUSTED  
 AJ0574  ___________________________________________________________________
 AJ0574  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AJ0574  DYNAMIC HT  -         182.820 (meters)     599.80  (feet)  COMP
 AJ0574  MODELED GRAV-     979,035.3   (mgal)                       NAVD 88
 AJ0574
 AJ0574  VERT ORDER  -  SECOND    CLASS 0
 AJ0574
 AJ0574.The horizontal coordinates were scaled from a topographic map and have
 AJ0574.an estimated accuracy of +/- 6 seconds.
 AJ0574
 AJ0574.The orthometric height was determined by differential leveling
 AJ0574.and adjusted by the National Geodetic Survey in June 1991..
 AJ0574
 AJ0574.The geoid height was determined by GEOID03.
 AJ0574
 AJ0574.The dynamic height is computed by dividing the NAVD 88
 AJ0574.geopotential number by the normal gravity value computed on the
 AJ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0574.degrees latitude (g = 980.6199 gals.).
 AJ0574
 AJ0574.The modeled gravity was interpolated from observed gravity values.
 AJ0574
 AJ0574;                    North         East    Units  Estimated Accuracy
 AJ0574;SPC TX S     - 5,178,210.      280,470.      MT  (+/- 180 meters Scaled)
 AJ0574
 AJ0574                          SUPERSEDED SURVEY CONTROL
 AJ0574
 AJ0574  NGVD 29 (??/??/92)  183.141  (m)          600.86   (f) ADJ UNCH    2 0
 AJ0574
 AJ0574.Superseded values are not recommended for survey control.
 AJ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0574.See file dsdata.txt to determine how the superseded data were derived.
 AJ0574
 AJ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR299169(NAD 83)
 AJ0574_MARKER: DB = BENCH MARK DISK
 AJ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0574_STAMPING: R 778
 AJ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0574+STABILITY: SURFACE MOTION
 AJ0574
 AJ0574  HISTORY     - Date     Condition        Report By
 AJ0574  HISTORY     - UNK      MONUMENTED       CGS
 AJ0574  HISTORY     - 1949     GOOD             NGS
 AJ0574  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0574
 AJ0574                          STATION DESCRIPTION
 AJ0574
 AJ0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0574'2.8 MI SW FROM HEBBRONVILLE.
 AJ0574'A STANDARD DISK SET IN A CONCRETE MONUMENT, PROJECTING 3 INCHES, 30
 AJ0574'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTH OF A PLANK
 AJ0574'GATE AND A ROAD LEADING EAST, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 AJ0574'FENCE AND 2 FEET NORTH OF A WHITE 4X4 WITNESS POST.  NOTE-- TO REACH
 AJ0574'FROM HEBBRONVILLE - GO SOUTH ON HIGHWAY NO. 285 FROM THE JUNCTION WITH
 AJ0574'HIGHWAY NO. 59, 0.3 MILE.  THEN TURN RIGHT AND GO WEST AND SOUTH ON
 AJ0574'HIGHWAY NO. 496, 2.5 MILES TO THE BENCH MARK ON THE LEFT OR EAST SIDE
 AJ0574'OF THE HIGHWAY.
 AJ0574
 AJ0574                          STATION RECOVERY (1968)
 AJ0574
 AJ0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0626 ***********************************************************************
 AJ0626  DESIGNATION -  R 779
 AJ0626  PID         -  AJ0626
 AJ0626  STATE/COUNTY-  TX/WEBB
 AJ0626  USGS QUAD   -  ALBERCAS RANCH (1972)
 AJ0626
 AJ0626                         *CURRENT SURVEY CONTROL
 AJ0626  ___________________________________________________________________
 AJ0626* NAD 83(1986)-  27 20 45.     (N)    098 58 34.     (W)     SCALED    
 AJ0626* NAVD 88     -       269.496  (meters)     884.17   (feet)  POSTED    
 AJ0626  ___________________________________________________________________
 AJ0626  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AJ0626  DYNAMIC HT  -         269.060 (meters)     882.74  (feet)  COMP
 AJ0626  MODELED GRAV-     979,026.5   (mgal)                       NAVD 88
 AJ0626
 AJ0626  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0626
 AJ0626.The horizontal coordinates were scaled from a topographic map and have
 AJ0626.an estimated accuracy of +/- 6 seconds.
 AJ0626
 AJ0626.The orthometric height was determined by differential leveling
 AJ0626.and adjusted by the National Geodetic Survey in 1992..
 AJ0626.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0626.rate of 1.1 thru 2.0 mm/km.
 AJ0626
 AJ0626.The geoid height was determined by GEOID03.
 AJ0626
 AJ0626.The dynamic height is computed by dividing the NAVD 88
 AJ0626.geopotential number by the normal gravity value computed on the
 AJ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0626.degrees latitude (g = 980.6199 gals.).
 AJ0626
 AJ0626.The modeled gravity was interpolated from observed gravity values.
 AJ0626
 AJ0626;                    North         East    Units  Estimated Accuracy
 AJ0626;SPC TX S     - 5,186,130.      252,890.      MT  (+/- 180 meters Scaled)
 AJ0626
 AJ0626                          SUPERSEDED SURVEY CONTROL
 AJ0626
 AJ0626  NGVD 29 (??/??/92)  269.513  (m)          884.23   (f) ADJ UNCH    2 0
 AJ0626
 AJ0626.Superseded values are not recommended for survey control.
 AJ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0626.See file dsdata.txt to determine how the superseded data were derived.
 AJ0626
 AJ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR023247(NAD 83)
 AJ0626_MARKER: DB = BENCH MARK DISK
 AJ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0626_STAMPING: R 779 1943
 AJ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0626+STABILITY: SURFACE MOTION
 AJ0626
 AJ0626  HISTORY     - Date     Condition        Report By
 AJ0626  HISTORY     - 1943     MONUMENTED       CGS
 AJ0626
 AJ0626                          STATION DESCRIPTION
 AJ0626
 AJ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0626'6.6 MI S FROM MIRANDO CITY.
 AJ0626'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0626'PAVED ROAD AND GO 6.6 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 49
 AJ0626'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AJ0626'ROAD.  AND 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0040 ***********************************************************************
 BO0040  DESIGNATION -  R 78
 BO0040  PID         -  BO0040
 BO0040  STATE/COUNTY-  TX/EDWARDS
 BO0040  USGS QUAD   -  RAY LAKE SE (1987)
 BO0040
 BO0040                         *CURRENT SURVEY CONTROL
 BO0040  ___________________________________________________________________
 BO0040* NAD 83(1986)-  30 00 27.     (N)    100 17 33.     (W)     SCALED    
 BO0040* NAVD 88     -       691.242  (meters)    2267.85   (feet)  ADJUSTED  
 BO0040  ___________________________________________________________________
 BO0040  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BO0040  DYNAMIC HT  -         690.213 (meters)    2264.47  (feet)  COMP
 BO0040  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 BO0040
 BO0040  VERT ORDER  -  FIRST     CLASS II
 BO0040
 BO0040.The horizontal coordinates were scaled from a topographic map and have
 BO0040.an estimated accuracy of +/- 6 seconds.
 BO0040
 BO0040.The orthometric height was determined by differential leveling
 BO0040.and adjusted by the National Geodetic Survey in June 1991..
 BO0040
 BO0040.The geoid height was determined by GEOID03.
 BO0040
 BO0040.The dynamic height is computed by dividing the NAVD 88
 BO0040.geopotential number by the normal gravity value computed on the
 BO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0040.degrees latitude (g = 980.6199 gals.).
 BO0040
 BO0040.The modeled gravity was interpolated from observed gravity values.
 BO0040
 BO0040;                    North         East    Units  Estimated Accuracy
 BO0040;SPC TXSC     - 4,241,650.      475,310.      MT  (+/- 180 meters Scaled)
 BO0040
 BO0040                          SUPERSEDED SURVEY CONTROL
 BO0040
 BO0040  NGVD 29 (??/??/92)  691.177  (m)         2267.64   (f) ADJ UNCH    1 2
 BO0040
 BO0040.Superseded values are not recommended for survey control.
 BO0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0040.See file dsdata.txt to determine how the superseded data were derived.
 BO0040
 BO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU753203(NAD 83)
 BO0040_MARKER: DB = BENCH MARK DISK
 BO0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0040_STAMPING: 2267.637 R-78 1931
 BO0040_MARK LOGO: CGS   
 BO0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0040+STABILITY: SURFACE MOTION
 BO0040
 BO0040  HISTORY     - Date     Condition        Report By
 BO0040  HISTORY     - 1931     MONUMENTED       CGS
 BO0040  HISTORY     - 1971     GOOD             USGS
 BO0040  HISTORY     - 1981     GOOD             NGS
 BO0040
 BO0040                          STATION DESCRIPTION
 BO0040
 BO0040'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0040'5.1 MI SW FROM ROCK SPRINGS.
 BO0040'5.1 MILES S.W. ALONG HIWAY 377 FROM COURTHOUSE AT ROCKSPRINGS TO TOP
 BO0040'OF HILL AT BEND IN ROAD.  40 FT. N. OF CTR OF ROAD, 2 FT. S. OF FENCE
 BO0040'IN FLAT ROCK. STAMPED IN STANDARD TABLET 2267.637 R-78 1931.
 BO0040
 BO0040                          STATION RECOVERY (1981)
 BO0040
 BO0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0040'8.8 KM (5.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0040'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN THE NORTH END OF A 4
 BO0040'BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK AT THE WEST END OF A LARGE
 BO0040'HIGHWAY CUT, 30.8 METERS (101.0 FT) NORTH OF THE CENTERLINE OF THE
 BO0040'HIGHWAY, 15.3 METERS (50.2 FT) SOUTHWEST OF A UTILITY POLE WITH A GUY
 BO0040'WIRE AND 0.8 METER (2.6 FT) SOUTH OF A FENCE.  NOTE=THE TOP OF THE
 BO0040'MARK HAS BEEN HIT BY SOME OBJECT.
 BO0040'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BO0040'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0686 ***********************************************************************
 AJ0686  DESIGNATION -  R 780
 AJ0686  PID         -  AJ0686
 AJ0686  STATE/COUNTY-  TX/JIM HOGG
 AJ0686  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0686
 AJ0686                         *CURRENT SURVEY CONTROL
 AJ0686  ___________________________________________________________________
 AJ0686* NAD 83(1986)-  27 13 00.     (N)    098 53 39.     (W)     SCALED    
 AJ0686* NAVD 88     -       245.356  (meters)     804.97   (feet)  POSTED    
 AJ0686  ___________________________________________________________________
 AJ0686  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AJ0686  DYNAMIC HT  -         244.960 (meters)     803.67  (feet)  COMP
 AJ0686  MODELED GRAV-     979,024.3   (mgal)                       NAVD 88
 AJ0686
 AJ0686  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0686
 AJ0686.The horizontal coordinates were scaled from a topographic map and have
 AJ0686.an estimated accuracy of +/- 6 seconds.
 AJ0686
 AJ0686.The orthometric height was determined by differential leveling
 AJ0686.and adjusted by the National Geodetic Survey in 1992..
 AJ0686.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0686.rate of 0.0 thru 1.0 mm/km.
 AJ0686
 AJ0686.The geoid height was determined by GEOID03.
 AJ0686
 AJ0686.The dynamic height is computed by dividing the NAVD 88
 AJ0686.geopotential number by the normal gravity value computed on the
 AJ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0686.degrees latitude (g = 980.6199 gals.).
 AJ0686
 AJ0686.The modeled gravity was interpolated from observed gravity values.
 AJ0686
 AJ0686;                    North         East    Units  Estimated Accuracy
 AJ0686;SPC TX S     - 5,171,790.      260,960.      MT  (+/- 180 meters Scaled)
 AJ0686
 AJ0686                          SUPERSEDED SURVEY CONTROL
 AJ0686
 AJ0686  NGVD 29 (??/??/92)  245.380  (m)          805.05   (f) ADJ UNCH    2 0
 AJ0686
 AJ0686.Superseded values are not recommended for survey control.
 AJ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0686.See file dsdata.txt to determine how the superseded data were derived.
 AJ0686
 AJ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR104104(NAD 83)
 AJ0686_MARKER: DB = BENCH MARK DISK
 AJ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0686_STAMPING: R 780 1943
 AJ0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0686+STABILITY: SURFACE MOTION
 AJ0686
 AJ0686  HISTORY     - Date     Condition        Report By
 AJ0686  HISTORY     - 1943     MONUMENTED       CGS
 AJ0686
 AJ0686                          STATION DESCRIPTION
 AJ0686
 AJ0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0686'17.5 MI SW FROM HEBBRONVILLE.
 AJ0686'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0686'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0686'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.
 AJ0686'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 15.5 MILES TO
 AJ0686'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 3.6 MILES EASTERLY FROM
 AJ0686'THOMPSONVILLE.  36 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0686'CENTERLINE OF THE ROAD.  AND 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN
 AJ0686'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0894 ***********************************************************************
 AE0894  DESIGNATION -  R 781
 AE0894  PID         -  AE0894
 AE0894  STATE/COUNTY-  TX/JIM HOGG
 AE0894  USGS QUAD   -  AGUA NUEVA (1972)
 AE0894
 AE0894                         *CURRENT SURVEY CONTROL
 AE0894  ___________________________________________________________________
 AE0894* NAD 83(1986)-  26 54 14.     (N)    098 35 58.     (W)     SCALED    
 AE0894* NAVD 88     -       127.333  (meters)     417.76   (feet)  ADJUSTED  
 AE0894  ___________________________________________________________________
 AE0894  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AE0894  DYNAMIC HT  -         127.125 (meters)     417.08  (feet)  COMP
 AE0894  MODELED GRAV-     979,014.2   (mgal)                       NAVD 88
 AE0894
 AE0894  VERT ORDER  -  SECOND    CLASS 0
 AE0894
 AE0894.The horizontal coordinates were scaled from a topographic map and have
 AE0894.an estimated accuracy of +/- 6 seconds.
 AE0894
 AE0894.The orthometric height was determined by differential leveling
 AE0894.and adjusted by the National Geodetic Survey in June 1991..
 AE0894
 AE0894.The geoid height was determined by GEOID03.
 AE0894
 AE0894.The dynamic height is computed by dividing the NAVD 88
 AE0894.geopotential number by the normal gravity value computed on the
 AE0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0894.degrees latitude (g = 980.6199 gals.).
 AE0894
 AE0894.The modeled gravity was interpolated from observed gravity values.
 AE0894
 AE0894;                    North         East    Units  Estimated Accuracy
 AE0894;SPC TX S     - 5,137,080.      290,120.      MT  (+/- 180 meters Scaled)
 AE0894
 AE0894                          SUPERSEDED SURVEY CONTROL
 AE0894
 AE0894  NGVD 29 (??/??/92)  127.380  (m)          417.91   (f) ADJ UNCH    2 0
 AE0894
 AE0894.Superseded values are not recommended for survey control.
 AE0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0894.See file dsdata.txt to determine how the superseded data were derived.
 AE0894
 AE0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ397758(NAD 83)
 AE0894_MARKER: DB = BENCH MARK DISK
 AE0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0894_STAMPING: R 781 1943
 AE0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0894+STABILITY: SURFACE MOTION
 AE0894
 AE0894  HISTORY     - Date     Condition        Report By
 AE0894  HISTORY     - 1943     MONUMENTED       CGS
 AE0894
 AE0894                          STATION DESCRIPTION
 AE0894
 AE0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0894'IN AGUA NUEVA.
 AE0894'BENCH MARK IS ABOUT 0.3 MILE NORTH ALONG THE ROAD TO HEBBRONVILLE FROM
 AE0894'THE POST OFFICE AT AGUA NUEVA.  21 FEET EAST OF AND ABOUT THE SAME
 AE0894'ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 NORTH OF A 4 BY 4 INCH
 AE0894'WOODEN MARKER POST.  AND 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0958 ***********************************************************************
 AE0958  DESIGNATION -  R 782
 AE0958  PID         -  AE0958
 AE0958  STATE/COUNTY-  TX/JIM HOGG
 AE0958  USGS QUAD   -  AGUA NUEVA NW (1972)
 AE0958
 AE0958                         *CURRENT SURVEY CONTROL
 AE0958  ___________________________________________________________________
 AE0958* NAD 83(1986)-  26 56 17.     (N)    098 43 49.     (W)     SCALED    
 AE0958* NAVD 88     -       180.710  (meters)     592.88   (feet)  ADJUSTED  
 AE0958  ___________________________________________________________________
 AE0958  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AE0958  DYNAMIC HT  -         180.414 (meters)     591.91  (feet)  COMP
 AE0958  MODELED GRAV-     979,006.5   (mgal)                       NAVD 88
 AE0958
 AE0958  VERT ORDER  -  SECOND    CLASS 0
 AE0958
 AE0958.The horizontal coordinates were scaled from a topographic map and have
 AE0958.an estimated accuracy of +/- 6 seconds.
 AE0958
 AE0958.The orthometric height was determined by differential leveling
 AE0958.and adjusted by the National Geodetic Survey in June 1991..
 AE0958
 AE0958.The geoid height was determined by GEOID03.
 AE0958
 AE0958.The dynamic height is computed by dividing the NAVD 88
 AE0958.geopotential number by the normal gravity value computed on the
 AE0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0958.degrees latitude (g = 980.6199 gals.).
 AE0958
 AE0958.The modeled gravity was interpolated from observed gravity values.
 AE0958
 AE0958;                    North         East    Units  Estimated Accuracy
 AE0958;SPC TX S     - 5,140,880.      277,130.      MT  (+/- 180 meters Scaled)
 AE0958
 AE0958                          SUPERSEDED SURVEY CONTROL
 AE0958
 AE0958  NGVD 29 (??/??/92)  180.736  (m)          592.96   (f) ADJ UNCH    2 0
 AE0958
 AE0958.Superseded values are not recommended for survey control.
 AE0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0958.See file dsdata.txt to determine how the superseded data were derived.
 AE0958
 AE0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ267796(NAD 83)
 AE0958_MARKER: DB = BENCH MARK DISK
 AE0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0958_STAMPING: R 782 1943
 AE0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0958+STABILITY: SURFACE MOTION
 AE0958
 AE0958  HISTORY     - Date     Condition        Report By
 AE0958  HISTORY     - 1943     MONUMENTED       CGS
 AE0958  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0958
 AE0958                          STATION DESCRIPTION
 AE0958
 AE0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0958'11.7 MI W FROM AGUA NUEVA.
 AE0958'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED SOUTHERLY ON THE
 AE0958'ROAD TO RIO GRANDE CITY, GO 1.7 MILES.  TURN WESTERLY (RIGHT) ONTO A
 AE0958'TRACK ROAD TO THE T. T. EAST RANCH HEADQUARTERS, GO 7.3 MILES TO A
 AE0958'FORK IN THE ROAD.  TAKE THE (RIGHT) FORK AND CONTINUE WESTERLY 2.7
 AE0958'MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE WEST OF A
 AE0958'GATE IN A FENCE ACROSS THE ROAD.  15 FEET NORTH OF AND ABOUT THE SAME
 AE0958'ELEVATION AS THE CENTERLINE OF THE ROAD.  15 FEET SOUTHEAST OF A LONE
 AE0958'MESQUITE BUSH.  AND 3.0 FEET SOUTHEAST OF A 4 BY 4 INCH WOODEN MARKER
 AE0958'POST.
 AE0958
 AE0958                          STATION RECOVERY (1972)
 AE0958
 AE0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0471 ***********************************************************************
 BM0471  DESIGNATION -  R 783
 BM0471  PID         -  BM0471
 BM0471  STATE/COUNTY-  TX/BASTROP
 BM0471  USGS QUAD   -  SMITHVILLE (1982)
 BM0471
 BM0471                         *CURRENT SURVEY CONTROL
 BM0471  ___________________________________________________________________
 BM0471* NAD 83(1986)-  30 00 25.     (N)    097 09 56.     (W)     SCALED    
 BM0471* NAVD 88     -        97.62   (+/-2cm)     320.3    (feet)  VERTCON   
 BM0471  ___________________________________________________________________
 BM0471  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BM0471
 BM0471  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0471
 BM0471.The horizontal coordinates were scaled from a topographic map and have
 BM0471.an estimated accuracy of +/- 6 seconds.
 BM0471
 BM0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0471.The vertical order pertains to the NGVD 29 superseded value.
 BM0471
 BM0471.The geoid height was determined by GEOID03.
 BM0471
 BM0471;                    North         East    Units  Estimated Accuracy
 BM0471;SPC TX C     - 3,042,070.    1,005,590.      MT  (+/- 180 meters Scaled)
 BM0471
 BM0471                          SUPERSEDED SURVEY CONTROL
 BM0471
 BM0471  NGVD 29 (??/??/92)   97.570  (m)          320.11   (f) ADJ UNCH    1 2
 BM0471
 BM0471.Superseded values are not recommended for survey control.
 BM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0471.See file dsdata.txt to determine how the superseded data were derived.
 BM0471
 BM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU769209(NAD 83)
 BM0471_MARKER: DB = BENCH MARK DISK
 BM0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0471_STAMPING: R 783 1943
 BM0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0471+STABILITY: SURFACE MOTION
 BM0471
 BM0471  HISTORY     - Date     Condition        Report By
 BM0471  HISTORY     - 1943     MONUMENTED       CGS
 BM0471  HISTORY     - 1953     GOOD             NGS
 BM0471  HISTORY     - 1973     MARK NOT FOUND   NGS
 BM0471  HISTORY     - 1978     MARK NOT FOUND   NGS
 BM0471
 BM0471                          STATION DESCRIPTION
 BM0471
 BM0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0471'0.45 MI SW FROM SMITHVILLE.
 BM0471'0.45 MILE SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0471'THE STATION AT SMITHVILLE, 61 FEET EAST OF THE CENTER OF THE CROSSING
 BM0471'OF STATE HIGHWAY 95, 23.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6.6
 BM0471'FEET SOUTHEAST OF THE CENTER LINE OF A DIRT TRACK ROAD LEADING
 BM0471'NORTHEAST, 2.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BM0471'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BM0471
 BM0471                          STATION RECOVERY (1973)
 BM0471
 BM0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0471'MARK NOT FOUND.
 BM0471
 BM0471                          STATION RECOVERY (1978)
 BM0471
 BM0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0471'NOT RECOVERED, ALSO NOT RECOVERED IN 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1329 ***********************************************************************
 AX1329  DESIGNATION -  R 784
 AX1329  PID         -  AX1329
 AX1329  STATE/COUNTY-  TX/BASTROP
 AX1329  USGS QUAD   -  RED ROCK (1981)
 AX1329
 AX1329                         *CURRENT SURVEY CONTROL
 AX1329  ___________________________________________________________________
 AX1329* NAD 83(1986)-  29 57 12.     (N)    097 26 15.     (W)     SCALED    
 AX1329* NAVD 88     -       153.62   (+/-2cm)     504.0    (feet)  VERTCON   
 AX1329  ___________________________________________________________________
 AX1329  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX1329
 AX1329  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1329
 AX1329.The horizontal coordinates were scaled from a topographic map and have
 AX1329.an estimated accuracy of +/- 6 seconds.
 AX1329
 AX1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1329.The vertical order pertains to the NGVD 29 superseded value.
 AX1329
 AX1329.The geoid height was determined by GEOID03.
 AX1329
 AX1329;                    North         East    Units  Estimated Accuracy
 AX1329;SPC TX C     - 3,035,420.      979,520.      MT  (+/- 180 meters Scaled)
 AX1329
 AX1329                          SUPERSEDED SURVEY CONTROL
 AX1329
 AX1329  NGVD 29 (??/??/92)  153.558  (m)          503.80   (f) ADJ UNCH    1 2
 AX1329
 AX1329.Superseded values are not recommended for survey control.
 AX1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1329.See file dsdata.txt to determine how the superseded data were derived.
 AX1329
 AX1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU507146(NAD 83)
 AX1329_MARKER: DB = BENCH MARK DISK
 AX1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1329_SP_SET: CULVERT
 AX1329_STAMPING: R 784 1943
 AX1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1329
 AX1329  HISTORY     - Date     Condition        Report By
 AX1329  HISTORY     - 1943     MONUMENTED       CGS
 AX1329
 AX1329                          STATION DESCRIPTION
 AX1329
 AX1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1329'0.5 MI E FROM REDROCK.
 AX1329'0.5 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1329'STATION AT REDROCK, 300 FEET EAST OF MILEPOST 20, AT A LARGE CONCRETE
 AX1329'CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 15 FEET
 AX1329'SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.
 AX1329'A STANDARD DISK, STAMPED R 784 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0027 ***********************************************************************
 AY0027  DESIGNATION -  R 786
 AY0027  PID         -  AY0027
 AY0027  STATE/COUNTY-  TX/COMAL
 AY0027  USGS QUAD   -  HUNTER (1994)
 AY0027
 AY0027                         *CURRENT SURVEY CONTROL
 AY0027  ___________________________________________________________________
 AY0027* NAD 83(1986)-  29 45 15.     (N)    098 04 59.     (W)     SCALED    
 AY0027* NAVD 88     -       213.393  (meters)     700.11   (feet)  ADJUSTED  
 AY0027  ___________________________________________________________________
 AY0027  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0027  DYNAMIC HT  -         213.089 (meters)     699.11  (feet)  COMP
 AY0027  MODELED GRAV-     979,213.1   (mgal)                       NAVD 88
 AY0027
 AY0027  VERT ORDER  -  FIRST     CLASS II
 AY0027
 AY0027.The horizontal coordinates were scaled from a topographic map and have
 AY0027.an estimated accuracy of +/- 6 seconds.
 AY0027
 AY0027.The orthometric height was determined by differential leveling
 AY0027.and adjusted by the National Geodetic Survey in June 1991..
 AY0027
 AY0027.The geoid height was determined by GEOID03.
 AY0027
 AY0027.The dynamic height is computed by dividing the NAVD 88
 AY0027.geopotential number by the normal gravity value computed on the
 AY0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0027.degrees latitude (g = 980.6199 gals.).
 AY0027
 AY0027.The modeled gravity was interpolated from observed gravity values.
 AY0027
 AY0027;                    North         East    Units  Estimated Accuracy
 AY0027;SPC TXSC     - 4,213,230.      688,680.      MT  (+/- 180 meters Scaled)
 AY0027
 AY0027                          SUPERSEDED SURVEY CONTROL
 AY0027
 AY0027  NGVD 29 (??/??/92)  213.299  (m)          699.80   (f) ADJ UNCH    1 2
 AY0027
 AY0027.Superseded values are not recommended for survey control.
 AY0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0027.See file dsdata.txt to determine how the superseded data were derived.
 AY0027
 AY0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT886918(NAD 83)
 AY0027_MARKER: DB = BENCH MARK DISK
 AY0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0027_STAMPING: R 786 1943
 AY0027_MARK LOGO: CGS   
 AY0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0027+STABILITY: SURFACE MOTION
 AY0027
 AY0027  HISTORY     - Date     Condition        Report By
 AY0027  HISTORY     - 1943     MONUMENTED       CGS
 AY0027  HISTORY     - 1980     GOOD             NGS
 AY0027  HISTORY     - 1990     GOOD             USPSQD
 AY0027  HISTORY     - 19930808 GOOD             USPSQD
 AY0027  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0027
 AY0027                          STATION DESCRIPTION
 AY0027
 AY0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0027'4.5 MI NE FROM NEW BRAUNFELS.
 AY0027'4.5 MILES NORTHEAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 AY0027'STATION AT NEW BRAUNFELS, COMAL COUNTY, 0.1 MILE NORTHEAST OF A
 AY0027'DIRT-ROAD CROSSING, DIRECTLY ACROSS THE TRACK FROM MILEPOST 222, 48
 AY0027'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST OF THE
 AY0027'RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 AY0027'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED R 786 1943
 AY0027'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AY0027'GROUND.
 AY0027
 AY0027                          STATION RECOVERY (1980)
 AY0027
 AY0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0027'RECOVERED IN GOOD CONDITION.
 AY0027
 AY0027                          STATION RECOVERY (1990)
 AY0027
 AY0027'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0027'RECOVERED IN GOOD CONDITION.
 AY0027
 AY0027                          STATION RECOVERY (1993)
 AY0027
 AY0027'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0027'RECOVERED IN GOOD CONDITION.
 AY0027
 AY0027                          STATION RECOVERY (1999)
 AY0027
 AY0027'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2232 ***********************************************************************
 AX2232  DESIGNATION -  R 787
 AX2232  PID         -  AX2232
 AX2232  STATE/COUNTY-  TX/CALDWELL
 AX2232  USGS QUAD   -  MARTINDALE (1994)
 AX2232
 AX2232                         *CURRENT SURVEY CONTROL
 AX2232  ___________________________________________________________________
 AX2232* NAD 83(1986)-  29 50 36.     (N)    097 50 06.     (W)     SCALED    
 AX2232* NAVD 88     -       159.53   (+/-2cm)     523.4    (feet)  VERTCON   
 AX2232  ___________________________________________________________________
 AX2232  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AX2232
 AX2232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2232
 AX2232.The horizontal coordinates were scaled from a topographic map and have
 AX2232.an estimated accuracy of +/- 6 seconds.
 AX2232
 AX2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2232.The vertical order pertains to the NGVD 29 superseded value.
 AX2232
 AX2232.The geoid height was determined by GEOID03.
 AX2232
 AX2232;                    North         East    Units  Estimated Accuracy
 AX2232;SPC TXSC     - 4,223,320.      712,570.      MT  (+/- 180 meters Scaled)
 AX2232
 AX2232                          SUPERSEDED SURVEY CONTROL
 AX2232
 AX2232  NGVD 29 (??/??/92)  159.45   (m)          523.1    (f) COMPUTED    2 0
 AX2232
 AX2232.Superseded values are not recommended for survey control.
 AX2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2232.See file dsdata.txt to determine how the superseded data were derived.
 AX2232
 AX2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU125019(NAD 83)
 AX2232_MARKER: DB = BENCH MARK DISK
 AX2232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2232_SP_SET: BRIDGE
 AX2232_STAMPING: R 787 1943
 AX2232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2232
 AX2232  HISTORY     - Date     Condition        Report By
 AX2232  HISTORY     - 1943     MONUMENTED       CGS
 AX2232  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2232
 AX2232                          STATION DESCRIPTION
 AX2232
 AX2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2232'0.3 MI SE FROM MARTINDALE.
 AX2232'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 142 AND 80 AT
 AX2232'MARTINDALE, PROCEED SOUTHEASTERLY ON STATE HIGHWAY NUMBER 80 AND GO
 AX2232'0.3 MILE TO A LARGE CONCRETE BRIDGE AND SITE OF BENCH MARK.  BENCH
 AX2232'MARK IS SET HORIZONTALLY IN TOP OF THE NORTHEAST WING-WALL AT THE
 AX2232'NORTHWEST END OF THE BRIDGE, IT IS 16 FEET NORTHEAST OF AND ABOUT 0.5
 AX2232'FEET ABOVE THE CENTER-LINE OF THE HIGHWAY.  1.0 FOOT NORTHEAST OF THE
 AX2232'GUARDRAIL.
 AX2232
 AX2232                          STATION RECOVERY (1993)
 AX2232
 AX2232'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2233 ***********************************************************************
 AX2233  DESIGNATION -  R 787 RESET 1959
 AX2233  PID         -  AX2233
 AX2233  STATE/COUNTY-  TX/CALDWELL
 AX2233  USGS QUAD   -  MARTINDALE (1994)
 AX2233
 AX2233                         *CURRENT SURVEY CONTROL
 AX2233  ___________________________________________________________________
 AX2233* NAD 83(1986)-  29 50 35.     (N)    097 50 06.     (W)     SCALED    
 AX2233* NAVD 88     -       159.40   (+/-2cm)     523.0    (feet)  VERTCON   
 AX2233  ___________________________________________________________________
 AX2233  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AX2233
 AX2233  VERT ORDER  -  THIRD (See Below)
 AX2233
 AX2233.The horizontal coordinates were scaled from a topographic map and have
 AX2233.an estimated accuracy of +/- 6 seconds.
 AX2233
 AX2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2233.The vertical order pertains to the NGVD 29 superseded value.
 AX2233
 AX2233.The geoid height was determined by GEOID03.
 AX2233
 AX2233;                    North         East    Units  Estimated Accuracy
 AX2233;SPC TXSC     - 4,223,290.      712,570.      MT  (+/- 180 meters Scaled)
 AX2233
 AX2233                          SUPERSEDED SURVEY CONTROL
 AX2233
 AX2233  NGVD 29 (??/??/??)  159.32   (m)          522.7    (f) RESET       3  
 AX2233
 AX2233.Superseded values are not recommended for survey control.
 AX2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2233.See file dsdata.txt to determine how the superseded data were derived.
 AX2233
 AX2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU125019(NAD 83)
 AX2233_MARKER: DB = BENCH MARK DISK
 AX2233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2233_SP_SET: BRIDGE
 AX2233_STAMPING: R 787 RESET 1959
 AX2233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2233+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2233
 AX2233  HISTORY     - Date     Condition        Report By
 AX2233  HISTORY     - 1959     MONUMENTED       CGS
 AX2233  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2233  HISTORY     - 19930808 GOOD             USPSQD
 AX2233  HISTORY     - 19990925 GOOD             USPSQD
 AX2233  HISTORY     - 20030517 GOOD             USPSQD
 AX2233  HISTORY     - 20060429 GOOD             USPSQD
 AX2233
 AX2233                          STATION DESCRIPTION
 AX2233
 AX2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AX2233'0.3 MI SE FROM MARTINDALE.
 AX2233'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE INTERSECTION OF
 AX2233'STATE HIGHWAY 142, AT THE INTERSECTION OF FARM ROAD 1979, AT THE
 AX2233'NORTHWEST END OF A LARGE CONCRETE BRIDGE, IN THE TOP OF THE NORTHEAST
 AX2233'WING WALL, 23 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AX2233
 AX2233                          STATION RECOVERY (1988)
 AX2233
 AX2233'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2233'MARK NOT FOUND.
 AX2233
 AX2233                          STATION RECOVERY (1993)
 AX2233
 AX2233'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2233'RECOVERED IN GOOD CONDITION.
 AX2233
 AX2233                          STATION RECOVERY (1999)
 AX2233
 AX2233'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2233'RECOVERED IN GOOD CONDITION.
 AX2233
 AX2233                          STATION RECOVERY (2003)
 AX2233
 AX2233'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2233'RECOVERED IN GOOD CONDITION.
 AX2233
 AX2233                          STATION RECOVERY (2006)
 AX2233
 AX2233'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AX2233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2204 ***********************************************************************
 AX2204  DESIGNATION -  R 789
 AX2204  PID         -  AX2204
 AX2204  STATE/COUNTY-  TX/CALDWELL
 AX2204  USGS QUAD   -  MC MAHAN (1981)
 AX2204
 AX2204                         *CURRENT SURVEY CONTROL
 AX2204  ___________________________________________________________________
 AX2204* NAD 83(1986)-  29 50 19.     (N)    097 32 16.     (W)     SCALED    
 AX2204* NAVD 88     -       133.19   (+/-2cm)     437.0    (feet)  VERTCON   
 AX2204  ___________________________________________________________________
 AX2204  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2204
 AX2204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2204
 AX2204.The horizontal coordinates were scaled from a topographic map and have
 AX2204.an estimated accuracy of +/- 6 seconds.
 AX2204
 AX2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2204.The vertical order pertains to the NGVD 29 superseded value.
 AX2204
 AX2204.The geoid height was determined by GEOID03.
 AX2204
 AX2204;                    North         East    Units  Estimated Accuracy
 AX2204;SPC TXSC     - 4,223,120.      741,300.      MT  (+/- 180 meters Scaled)
 AX2204
 AX2204                          SUPERSEDED SURVEY CONTROL
 AX2204
 AX2204  NGVD 29 (??/??/92)  133.126  (m)          436.76   (f) ADJ UNCH    2 0
 AX2204
 AX2204.Superseded values are not recommended for survey control.
 AX2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2204.See file dsdata.txt to determine how the superseded data were derived.
 AX2204
 AX2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU412017(NAD 83)
 AX2204_MARKER: DB = BENCH MARK DISK
 AX2204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2204_SP_SET: CULVERT
 AX2204_STAMPING: R 789 1943
 AX2204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2204+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2204
 AX2204  HISTORY     - Date     Condition        Report By
 AX2204  HISTORY     - 1943     MONUMENTED       CGS
 AX2204  HISTORY     - 1990     GOOD             USPSQD
 AX2204  HISTORY     - 19930808 GOOD             USPSQD
 AX2204  HISTORY     - 19990925 GOOD             USPSQD
 AX2204  HISTORY     - 20060429 GOOD             USPSQD
 AX2204
 AX2204                          STATION DESCRIPTION
 AX2204
 AX2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2204'1.3 MI SW FROM MCMAHAN.
 AX2204'0.1 MILE WEST ALONG A PAVED ROAD LEADING TO LOCKHART FROM THE PUBLIC
 AX2204'SCHOOL AT MCMAHAN, CALDWELL COUNTY, THENCE 1.2 MILES SOUTHWEST ALONG A
 AX2204'GRADED ROAD LEADING TO LULING.  AT A LARGE CONCRETE CULVERT, IN THE
 AX2204'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL, 13 FEET SOUTHEAST
 AX2204'OF THE CENTERLINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AX2204'A STANDARD DISK, STAMPED R 789 1943.
 AX2204
 AX2204                          STATION RECOVERY (1990)
 AX2204
 AX2204'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2204'RECOVERED IN GOOD CONDITION.
 AX2204
 AX2204                          STATION RECOVERY (1993)
 AX2204
 AX2204'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2204'RECOVERED IN GOOD CONDITION.
 AX2204
 AX2204                          STATION RECOVERY (1999)
 AX2204
 AX2204'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2204'RECOVERED IN GOOD CONDITION.
 AX2204
 AX2204                          STATION RECOVERY (2006)
 AX2204
 AX2204'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AX2204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0204 ***********************************************************************
 AZ0204  DESIGNATION -  R 79
 AZ0204  PID         -  AZ0204
 AZ0204  STATE/COUNTY-  TX/VAL VERDE
 AZ0204  USGS QUAD   -  MIERS RANCH (1972)
 AZ0204
 AZ0204                         *CURRENT SURVEY CONTROL
 AZ0204  ___________________________________________________________________
 AZ0204* NAD 83(1986)-  29 43 32.     (N)    100 49 12.     (W)     SCALED    
 AZ0204* NAVD 88     -       542.290  (meters)    1779.16   (feet)  ADJUSTED  
 AZ0204  ___________________________________________________________________
 AZ0204  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AZ0204  DYNAMIC HT  -         541.488 (meters)    1776.53  (feet)  COMP
 AZ0204  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AZ0204
 AZ0204  VERT ORDER  -  FIRST     CLASS II
 AZ0204
 AZ0204.The horizontal coordinates were scaled from a topographic map and have
 AZ0204.an estimated accuracy of +/- 6 seconds.
 AZ0204
 AZ0204.The orthometric height was determined by differential leveling
 AZ0204.and adjusted by the National Geodetic Survey in June 1991..
 AZ0204
 AZ0204.The geoid height was determined by GEOID03.
 AZ0204
 AZ0204.The dynamic height is computed by dividing the NAVD 88
 AZ0204.geopotential number by the normal gravity value computed on the
 AZ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0204.degrees latitude (g = 980.6199 gals.).
 AZ0204
 AZ0204.The modeled gravity was interpolated from observed gravity values.
 AZ0204
 AZ0204;                    North         East    Units  Estimated Accuracy
 AZ0204;SPC TXSC     - 4,211,080.      423,940.      MT  (+/- 180 meters Scaled)
 AZ0204
 AZ0204                          SUPERSEDED SURVEY CONTROL
 AZ0204
 AZ0204  NGVD 29 (??/??/92)  542.221  (m)         1778.94   (f) ADJ UNCH    1 2
 AZ0204
 AZ0204.Superseded values are not recommended for survey control.
 AZ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0204.See file dsdata.txt to determine how the superseded data were derived.
 AZ0204
 AZ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT239897(NAD 83)
 AZ0204_MARKER: DB = BENCH MARK DISK
 AZ0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0204_SP_SET: CULVERT
 AZ0204_STAMPING: 1778.937 R 79 1931
 AZ0204_MARK LOGO: CGS   
 AZ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0204
 AZ0204  HISTORY     - Date     Condition        Report By
 AZ0204  HISTORY     - 1931     MONUMENTED       CGS
 AZ0204  HISTORY     - 1972     GOOD             USGS
 AZ0204  HISTORY     - 1981     GOOD             NGS
 AZ0204
 AZ0204                          STATION DESCRIPTION
 AZ0204
 AZ0204'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AZ0204'9.8 MI SW FROM CARTA VALLEY.
 AZ0204'IN VAL VERDE COUNTY, 9.8 MILES SOUTHWEST ALONG U.S. HWY. 377 FROM
 AZ0204'CARTA VALLEY, EDWARDS COUNTY, 0.2 MILE EAST OF THE JUNCTION AT U.S.
 AZ0204'HWY. 277, ABOUT 0.1 MILE SOUTH ALONG OLD HIGHWAY BED, AT OLD CONCRETE
 AZ0204'CULVERT, AND IN THE TOP OF THE EAST HEADWALL.  A STANDARD DISK,
 AZ0204'STAMPED 1778.937 R 79 1931.
 AZ0204
 AZ0204                          STATION RECOVERY (1981)
 AZ0204
 AZ0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0204'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0204'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE 0.4
 AZ0204'KM (0.25 MI) NORTHEAST ALONG U.S. HIGHWAY 377, THENCE 175.6 METERS
 AZ0204'(576.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP CENTER
 AZ0204'OF THE EAST HEADWALL OF A 3 CHANNEL CONCRETE CULVERT UNDER THE ROAD
 AZ0204'BED OF THE OLD HIGHWAY, 62.2 METERS (204.1 FT) SOUTH-SOUTHEAST OF A
 AZ0204'UTILITY POLE WITH 2 GUY WIRES AND 3.7 METERS (12.1 FT) EAST OF THE
 AZ0204'CENTER OF THE OLD ROAD BED.
 AZ0204'THE MARK IS 0.3 M ABOVE THE OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2297 ***********************************************************************
 AX2297  DESIGNATION -  R 790
 AX2297  PID         -  AX2297
 AX2297  STATE/COUNTY-  TX/GUADALUPE
 AX2297  USGS QUAD   -  GERONIMO (1994)
 AX2297
 AX2297                         *CURRENT SURVEY CONTROL
 AX2297  ___________________________________________________________________
 AX2297* NAD 83(1986)-  29 43 25.     (N)    097 57 30.     (W)     SCALED    
 AX2297* NAVD 88     -       175.64   (+/-2cm)     576.2    (feet)  VERTCON   
 AX2297  ___________________________________________________________________
 AX2297  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AX2297
 AX2297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2297
 AX2297.The horizontal coordinates were scaled from a topographic map and have
 AX2297.an estimated accuracy of +/- 6 seconds.
 AX2297
 AX2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2297.The vertical order pertains to the NGVD 29 superseded value.
 AX2297
 AX2297.The geoid height was determined by GEOID03.
 AX2297
 AX2297;                    North         East    Units  Estimated Accuracy
 AX2297;SPC TXSC     - 4,209,940.      700,770.      MT  (+/- 180 meters Scaled)
 AX2297
 AX2297                          SUPERSEDED SURVEY CONTROL
 AX2297
 AX2297  NGVD 29 (??/??/92)  175.57   (m)          576.0    (f) COMPUTED    2 0
 AX2297
 AX2297.Superseded values are not recommended for survey control.
 AX2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2297.See file dsdata.txt to determine how the superseded data were derived.
 AX2297
 AX2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT007886(NAD 83)
 AX2297_MARKER: DB = BENCH MARK DISK
 AX2297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2297_SP_SET: CULVERT
 AX2297_STAMPING: R 790 1943
 AX2297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2297
 AX2297  HISTORY     - Date     Condition        Report By
 AX2297  HISTORY     - 1943     MONUMENTED       CGS
 AX2297  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2297  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2297
 AX2297                          STATION DESCRIPTION
 AX2297
 AX2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2297'2.1 MI S FROM ZORN.
 AX2297'TO REACH FROM THE CROSSROAD AT ZORN, PROCEED SOUTHERLY ON STATE
 AX2297'HIGHWAY NUMBER 123 AND GO 2.1 MILES TO A LARGE CONCRETE CULVERT AND
 AX2297'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE
 AX2297'NORTH END OF THE EAST HEADWALL OF THE CULVERT, IT IS 15 FEET EAST OF
 AX2297'AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX2297
 AX2297                          STATION RECOVERY (1988)
 AX2297
 AX2297'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 AX2297'MARK NOT FOUND.
 AX2297
 AX2297                          STATION RECOVERY (1993)
 AX2297
 AX2297'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2299 ***********************************************************************
 AX2299  DESIGNATION -  R 790 RESET
 AX2299  PID         -  AX2299
 AX2299  STATE/COUNTY-  TX/GUADALUPE
 AX2299  USGS QUAD   -  GERONIMO (1994)
 AX2299
 AX2299                         *CURRENT SURVEY CONTROL
 AX2299  ___________________________________________________________________
 AX2299* NAD 83(1986)-  29 43 25.     (N)    097 57 30.     (W)     SCALED    
 AX2299* NAVD 88     -       174.54   (+/-2cm)     572.6    (feet)  VERTCON   
 AX2299  ___________________________________________________________________
 AX2299  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AX2299
 AX2299  VERT ORDER  -  THIRD (See Below)
 AX2299
 AX2299.The horizontal coordinates were scaled from a topographic map and have
 AX2299.an estimated accuracy of +/- 6 seconds.
 AX2299
 AX2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2299.The vertical order pertains to the NGVD 29 superseded value.
 AX2299
 AX2299.The geoid height was determined by GEOID03.
 AX2299
 AX2299;                    North         East    Units  Estimated Accuracy
 AX2299;SPC TXSC     - 4,209,940.      700,770.      MT  (+/- 180 meters Scaled)
 AX2299
 AX2299                          SUPERSEDED SURVEY CONTROL
 AX2299
 AX2299  NGVD 29 (01/29/03)  174.47   (m)          572.4    (f) RESET       3  
 AX2299
 AX2299.Superseded values are not recommended for survey control.
 AX2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2299.See file dsdata.txt to determine how the superseded data were derived.
 AX2299
 AX2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT007886(NAD 83)
 AX2299_MARKER: DB = BENCH MARK DISK
 AX2299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2299_SP_SET: CULVERT HEADWALL
 AX2299_STAMPING: R 790 RESET 1967
 AX2299_MARK LOGO: CGS   
 AX2299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2299+STABILITY: SURFACE MOTION
 AX2299
 AX2299  HISTORY     - Date     Condition        Report By
 AX2299  HISTORY     - 1967     MONUMENTED       CGS
 AX2299  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2299
 AX2299                          STATION DESCRIPTION
 AX2299
 AX2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AX2299'2.1 MI S FROM ZORN.
 AX2299'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 123 FROM THE CROSSROADS AT
 AX2299'ZORN, SET IN THE TOP OF NORTHEAST CORNER OF EAST HEADWALL OF A
 AX2299'CONCRETE CULVERT, AT SURVEY STATION 512+89, 36.3 FEET EAST OF THE
 AX2299'CENTER LINE OF THE HIGHWAY.
 AX2299
 AX2299                          STATION RECOVERY (1993)
 AX2299
 AX2299'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0834 ***********************************************************************
 AJ0834  DESIGNATION -  R 791
 AJ0834  PID         -  AJ0834
 AJ0834  STATE/COUNTY-  TX/ZAPATA
 AJ0834  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0834
 AJ0834                         *CURRENT SURVEY CONTROL
 AJ0834  ___________________________________________________________________
 AJ0834* NAD 83(1986)-  27 15 56.     (N)    099 25 14.     (W)     SCALED    
 AJ0834* NAVD 88     -       136.534  (meters)     447.95   (feet)  ADJUSTED  
 AJ0834  ___________________________________________________________________
 AJ0834  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AJ0834  DYNAMIC HT  -         136.315 (meters)     447.23  (feet)  COMP
 AJ0834  MODELED GRAV-     979,046.4   (mgal)                       NAVD 88
 AJ0834
 AJ0834  VERT ORDER  -  FIRST     CLASS II
 AJ0834
 AJ0834.The horizontal coordinates were scaled from a topographic map and have
 AJ0834.an estimated accuracy of +/- 6 seconds.
 AJ0834
 AJ0834.The orthometric height was determined by differential leveling
 AJ0834.and adjusted by the National Geodetic Survey in June 1991..
 AJ0834
 AJ0834.The geoid height was determined by GEOID03.
 AJ0834
 AJ0834.The dynamic height is computed by dividing the NAVD 88
 AJ0834.geopotential number by the normal gravity value computed on the
 AJ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0834.degrees latitude (g = 980.6199 gals.).
 AJ0834
 AJ0834.The modeled gravity was interpolated from observed gravity values.
 AJ0834
 AJ0834;                    North         East    Units  Estimated Accuracy
 AJ0834;SPC TX S     - 5,177,480.      208,860.      MT  (+/- 180 meters Scaled)
 AJ0834
 AJ0834                          SUPERSEDED SURVEY CONTROL
 AJ0834
 AJ0834  NGVD 29 (??/??/92)  136.585  (m)          448.11   (f) ADJ UNCH    1 2
 AJ0834
 AJ0834.Superseded values are not recommended for survey control.
 AJ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0834.See file dsdata.txt to determine how the superseded data were derived.
 AJ0834
 AJ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR583159(NAD 83)
 AJ0834_MARKER: DB = BENCH MARK DISK
 AJ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0834_STAMPING: R 791 1943
 AJ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0834+STABILITY: SURFACE MOTION
 AJ0834
 AJ0834  HISTORY     - Date     Condition        Report By
 AJ0834  HISTORY     - 1943     MONUMENTED       CGS
 AJ0834  HISTORY     - 1957     GOOD             NGS
 AJ0834  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0834  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0834
 AJ0834                          STATION DESCRIPTION
 AJ0834
 AJ0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0834'15.3 MI N FROM SAN YGNACIO.
 AJ0834'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0834'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 14.9 MILES NORTH ALONG U.S.
 AJ0834'HIGHWAY 83, 0.1 MILE SOUTH OF A CATTLE GUARD, 57 FEET EAST OF THE
 AJ0834'CENTER LINE OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER LINE OF A
 AJ0834'GRADED DIRT ROAD LEADING EAST, 2.6 FEET SOUTH OF A WITNESS POST, SET
 AJ0834'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AJ0834'GROUND.
 AJ0834
 AJ0834                          STATION RECOVERY (1981)
 AJ0834
 AJ0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0834'MARK NOT RECOVERED.
 AJ0834
 AJ0834                          STATION RECOVERY (1988)
 AJ0834
 AJ0834'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1148 ***********************************************************************
 AE1148  DESIGNATION -  R 792
 AE1148  PID         -  AE1148
 AE1148  STATE/COUNTY-  TX/ZAPATA
 AE1148  USGS QUAD   -  LOPENO (1965)
 AE1148
 AE1148                         *CURRENT SURVEY CONTROL
 AE1148  ___________________________________________________________________
 AE1148* NAD 83(1986)-  26 44 50.     (N)    099 04 10.     (W)     SCALED    
 AE1148* NAVD 88     -        99.790  (meters)     327.39   (feet)  ADJUSTED  
 AE1148  ___________________________________________________________________
 AE1148  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AE1148  DYNAMIC HT  -          99.628 (meters)     326.86  (feet)  COMP
 AE1148  MODELED GRAV-     979,022.7   (mgal)                       NAVD 88
 AE1148
 AE1148  VERT ORDER  -  SECOND    CLASS 0
 AE1148
 AE1148.The horizontal coordinates were scaled from a topographic map and have
 AE1148.an estimated accuracy of +/- 6 seconds.
 AE1148
 AE1148.The orthometric height was determined by differential leveling
 AE1148.and adjusted by the National Geodetic Survey in June 1991..
 AE1148
 AE1148.The geoid height was determined by GEOID03.
 AE1148
 AE1148.The dynamic height is computed by dividing the NAVD 88
 AE1148.geopotential number by the normal gravity value computed on the
 AE1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1148.degrees latitude (g = 980.6199 gals.).
 AE1148
 AE1148.The modeled gravity was interpolated from observed gravity values.
 AE1148
 AE1148;                    North         East    Units  Estimated Accuracy
 AE1148;SPC TX S     - 5,119,840.      243,360.      MT  (+/- 180 meters Scaled)
 AE1148
 AE1148                          SUPERSEDED SURVEY CONTROL
 AE1148
 AE1148  NGVD 29 (??/??/92)   99.866  (m)          327.64   (f) ADJ UNCH    2 0
 AE1148
 AE1148.Superseded values are not recommended for survey control.
 AE1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1148.See file dsdata.txt to determine how the superseded data were derived.
 AE1148
 AE1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ930584(NAD 83)
 AE1148_MARKER: DB = BENCH MARK DISK
 AE1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1148_STAMPING: R 792 1943
 AE1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1148+STABILITY: SURFACE MOTION
 AE1148
 AE1148  HISTORY     - Date     Condition        Report By
 AE1148  HISTORY     - 1943     MONUMENTED       CGS
 AE1148  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1148
 AE1148                          STATION DESCRIPTION
 AE1148
 AE1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1148'10.4 MI NE FROM LOPENO.
 AE1148'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A DIRT CROSS
 AE1148'ROAD (2.0 MILES NORTHEAST OF THE CATHOLIC CHURCH AT LOPENO), PROCEED
 AE1148'8.4 MILES NORTHEASTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK. BENCH
 AE1148'MARK IS 0.2 MILE NORTHWEST OF A STONE AND STUCCO RANCH HOUSE. IT IS
 AE1148'0.05 MILE SOUTHEAST OF A FENCE CORNER, 12.5 FEET SOUTHWEST OF AND
 AE1148'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 1.0 FOOT
 AE1148'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.6 FEET
 AE1148'NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT
 AE1148'ABOVE THE GROUND.
 AE1148
 AE1148                          STATION RECOVERY (1965)
 AE1148
 AE1148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0917 ***********************************************************************
 AJ0917  DESIGNATION -  R 793
 AJ0917  PID         -  AJ0917
 AJ0917  STATE/COUNTY-  TX/WEBB
 AJ0917  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0917
 AJ0917                         *CURRENT SURVEY CONTROL
 AJ0917  ___________________________________________________________________
 AJ0917* NAD 83(1986)-  27 18 32.     (N)    099 10 57.     (W)     SCALED    
 AJ0917* NAVD 88     -       152.857  (meters)     501.50   (feet)  ADJUSTED  
 AJ0917  ___________________________________________________________________
 AJ0917  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AJ0917  DYNAMIC HT  -         152.613 (meters)     500.70  (feet)  COMP
 AJ0917  MODELED GRAV-     979,044.9   (mgal)                       NAVD 88
 AJ0917
 AJ0917  VERT ORDER  -  SECOND    CLASS 0
 AJ0917
 AJ0917.The horizontal coordinates were scaled from a topographic map and have
 AJ0917.an estimated accuracy of +/- 6 seconds.
 AJ0917
 AJ0917.The orthometric height was determined by differential leveling
 AJ0917.and adjusted by the National Geodetic Survey in June 1991..
 AJ0917
 AJ0917.The geoid height was determined by GEOID03.
 AJ0917
 AJ0917.The dynamic height is computed by dividing the NAVD 88
 AJ0917.geopotential number by the normal gravity value computed on the
 AJ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0917.degrees latitude (g = 980.6199 gals.).
 AJ0917
 AJ0917.The modeled gravity was interpolated from observed gravity values.
 AJ0917
 AJ0917;                    North         East    Units  Estimated Accuracy
 AJ0917;SPC TX S     - 5,182,130.      232,450.      MT  (+/- 180 meters Scaled)
 AJ0917
 AJ0917                          SUPERSEDED SURVEY CONTROL
 AJ0917
 AJ0917  NGVD 29 (??/??/92)  152.906  (m)          501.66   (f) ADJ UNCH    2 0
 AJ0917
 AJ0917.Superseded values are not recommended for survey control.
 AJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0917.See file dsdata.txt to determine how the superseded data were derived.
 AJ0917
 AJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR819206(NAD 83)
 AJ0917_MARKER: DB = BENCH MARK DISK
 AJ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0917_STAMPING: R-793 1943
 AJ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0917+STABILITY: SURFACE MOTION
 AJ0917
 AJ0917  HISTORY     - Date     Condition        Report By
 AJ0917  HISTORY     - 1943     MONUMENTED       CGS
 AJ0917  HISTORY     - 1975     GOOD             USGS
 AJ0917
 AJ0917                          STATION DESCRIPTION
 AJ0917
 AJ0917'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0917'12.25 MI SW FROM AGUILARES.
 AJ0917'AGUILARES, 9.6 MI. SW. OF ALONG A PAVED COUNTY ROAD, THENCE 2.0 MI.
 AJ0917'SW. ALONG A PVT. RD. (LOCKED GATE), THENCE 0.65 MI. NW. ALONG A
 AJ0917'PIPE-LINE, THENCE A 2,200 FT. PACK BACK TO THE NE. ALONG A DIM PATH
 AJ0917'(THIS PATH WAS FORMERLY THE RD. ALONG WHICH BENCH MARK LINE WAS RAN),
 AJ0917'ABOUT MIDWAY IN A CURVE, 18 FT. NORTH OF THE PATH, PROJECTING APPROX
 AJ0917'1.0 FT., A STANDARD TABLET SET IN A CONCRETE POST STAMPED R-793 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1195 ***********************************************************************
 AE1195  DESIGNATION -  R 794 RESET 1949
 AE1195  PID         -  AE1195
 AE1195  STATE/COUNTY-  TX/ZAPATA
 AE1195  USGS QUAD   -  ARROYO VELENO (1980)
 AE1195
 AE1195                         *CURRENT SURVEY CONTROL
 AE1195  ___________________________________________________________________
 AE1195* NAD 83(1986)-  26 58 58.     (N)    099 08 52.     (W)     SCALED    
 AE1195* NAVD 88     -       115.29   (meters)     378.2    (feet)  RESET     
 AE1195  ___________________________________________________________________
 AE1195  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AE1195
 AE1195  VERT ORDER  -  THIRD
 AE1195
 AE1195.The horizontal coordinates were scaled from a topographic map and have
 AE1195.an estimated accuracy of +/- 6 seconds.
 AE1195
 AE1195.The orthometric height was computed from unverified reset data.
 AE1195
 AE1195.The geoid height was determined by GEOID03.
 AE1195
 AE1195;                    North         East    Units  Estimated Accuracy
 AE1195;SPC TX S     - 5,145,980.      235,700.      MT  (+/- 180 meters Scaled)
 AE1195
 AE1195                          SUPERSEDED SURVEY CONTROL
 AE1195
 AE1195.No superseded survey control is available for this station.
 AE1195
 AE1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ853845(NAD 83)
 AE1195_MARKER: DB = BENCH MARK DISK
 AE1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1195_STAMPING: R 794 RESET 1949
 AE1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1195+STABILITY: SURFACE MOTION
 AE1195
 AE1195  HISTORY     - Date     Condition        Report By
 AE1195  HISTORY     - 1949     MONUMENTED       CGS
 AE1195  HISTORY     - 1949     GOOD             NGS
 AE1195
 AE1195                          STATION DESCRIPTION
 AE1195
 AE1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AE1195'12.7 MI NE FROM ZAPATA.
 AE1195'A STANDARD DISK SET IN THE TOP OF A PRE-CAST POST WHICH WAS SET IN A
 AE1195'CONCRETE MONUMENT, PROJECTING 8 INCHES, 48 FEET EAST OF THE CENTERLINE
 AE1195'OF THE HIGHWAY, OPPOSITE A CULTIVATED FIELD AND IS 00.3 MILE SOUTHWEST
 AE1195'OF A SMALL HOUSE.  IT IS 1 MILE NORTHEAST OF A STEEL BRIDGE. IT IS 4
 AE1195'FEET SOUTHWEST OF A WHITE 4X4 WITNESS POST.  TO REACH FROM ZAPATA - GO
 AE1195'NORTH AND EAST ON HIGHWAY NO. 496, 12.7 MILES TO THE BENCH MARK ON THE
 AE1195'RIGHT OR EAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0887 ***********************************************************************
 AJ0887  DESIGNATION -  R 795
 AJ0887  PID         -  AJ0887
 AJ0887  STATE/COUNTY-  TX/WEBB
 AJ0887  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0887
 AJ0887                         *CURRENT SURVEY CONTROL
 AJ0887  ___________________________________________________________________
 AJ0887* NAD 83(1986)-  27 24 38.     (N)    099 26 15.     (W)     SCALED    
 AJ0887* NAVD 88     -       168.875  (meters)     554.05   (feet)  ADJUSTED  
 AJ0887  ___________________________________________________________________
 AJ0887  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ0887  DYNAMIC HT  -         168.608 (meters)     553.17  (feet)  COMP
 AJ0887  MODELED GRAV-     979,059.6   (mgal)                       NAVD 88
 AJ0887
 AJ0887  VERT ORDER  -  SECOND    CLASS 0
 AJ0887
 AJ0887.The horizontal coordinates were scaled from a topographic map and have
 AJ0887.an estimated accuracy of +/- 6 seconds.
 AJ0887
 AJ0887.The orthometric height was determined by differential leveling
 AJ0887.and adjusted by the National Geodetic Survey in June 1991..
 AJ0887
 AJ0887.The geoid height was determined by GEOID03.
 AJ0887
 AJ0887.The dynamic height is computed by dividing the NAVD 88
 AJ0887.geopotential number by the normal gravity value computed on the
 AJ0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0887.degrees latitude (g = 980.6199 gals.).
 AJ0887
 AJ0887.The modeled gravity was interpolated from observed gravity values.
 AJ0887
 AJ0887;                    North         East    Units  Estimated Accuracy
 AJ0887;SPC TX S     - 5,193,550.      207,300.      MT  (+/- 180 meters Scaled)
 AJ0887
 AJ0887                          SUPERSEDED SURVEY CONTROL
 AJ0887
 AJ0887  NGVD 29 (??/??/92)  168.927  (m)          554.22   (f) ADJ UNCH    2 0
 AJ0887
 AJ0887.Superseded values are not recommended for survey control.
 AJ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0887.See file dsdata.txt to determine how the superseded data were derived.
 AJ0887
 AJ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR567319(NAD 83)
 AJ0887_MARKER: DB = BENCH MARK DISK
 AJ0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0887_STAMPING: R 795 1943
 AJ0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0887+STABILITY: SURFACE MOTION
 AJ0887
 AJ0887  HISTORY     - Date     Condition        Report By
 AJ0887  HISTORY     - 1943     MONUMENTED       CGS
 AJ0887  HISTORY     - 1977     GOOD             USGS
 AJ0887
 AJ0887                          STATION DESCRIPTION
 AJ0887
 AJ0887'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0887'10.6 MI S FROM LAREDO.
 AJ0887'LAREDO, JCT. US HWY. 83 AND STATE HWY. 359, 7.1 MI. SOUTH FROM, ALONG
 AJ0887'US HWY. 83, THENCE 2.8 MI. EAST ALONG AN OIL SURFACED COUNTY RD.,
 AJ0887'THENCE 0.7 MI. NW ALONG A DIRT RD.  30 FT. EAST OF THE CENTERLINE OF
 AJ0887'THE RD. AT A FENCE CROSSING.  A STANDARD TABLET SET IN THE TOP OF A
 AJ0887'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1175 ***********************************************************************
 AE1175  DESIGNATION -  R 796
 AE1175  PID         -  AE1175
 AE1175  STATE/COUNTY-  TX/ZAPATA
 AE1175  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1175
 AE1175                         *CURRENT SURVEY CONTROL
 AE1175  ___________________________________________________________________
 AE1175* NAD 83(1986)-  26 51 18.     (N)    099 00 58.     (W)     SCALED    
 AE1175* NAVD 88     -       139.817  (meters)     458.72   (feet)  ADJUSTED  
 AE1175  ___________________________________________________________________
 AE1175  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AE1175  DYNAMIC HT  -         139.590 (meters)     457.97  (feet)  COMP
 AE1175  MODELED GRAV-     979,023.4   (mgal)                       NAVD 88
 AE1175
 AE1175  VERT ORDER  -  SECOND    CLASS 0
 AE1175
 AE1175.The horizontal coordinates were scaled from a topographic map and have
 AE1175.an estimated accuracy of +/- 6 seconds.
 AE1175
 AE1175.The orthometric height was determined by differential leveling
 AE1175.and adjusted by the National Geodetic Survey in June 1991..
 AE1175
 AE1175.The geoid height was determined by GEOID03.
 AE1175
 AE1175.The dynamic height is computed by dividing the NAVD 88
 AE1175.geopotential number by the normal gravity value computed on the
 AE1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1175.degrees latitude (g = 980.6199 gals.).
 AE1175
 AE1175.The modeled gravity was interpolated from observed gravity values.
 AE1175
 AE1175;                    North         East    Units  Estimated Accuracy
 AE1175;SPC TX S     - 5,131,760.      248,710.      MT  (+/- 180 meters Scaled)
 AE1175
 AE1175                          SUPERSEDED SURVEY CONTROL
 AE1175
 AE1175  NGVD 29 (??/??/92)  139.854  (m)          458.84   (f) ADJ UNCH    2 0
 AE1175
 AE1175.Superseded values are not recommended for survey control.
 AE1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1175.See file dsdata.txt to determine how the superseded data were derived.
 AE1175
 AE1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ983703(NAD 83)
 AE1175_MARKER: DB = BENCH MARK DISK
 AE1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1175_STAMPING: R 796 1943
 AE1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1175+STABILITY: SURFACE MOTION
 AE1175
 AE1175  HISTORY     - Date     Condition        Report By
 AE1175  HISTORY     - 1943     MONUMENTED       CGS
 AE1175  HISTORY     - 1975     GOOD             USGS
 AE1175
 AE1175                          STATION DESCRIPTION
 AE1175
 AE1175'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AE1175'9.4 MI NE FROM CHIHUAHUA FARM.
 AE1175'FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM ROAD 2687 AT CHIHUAHUA
 AE1175'FARM GO NORTHEAST ALONG THE FARM ROAD 9.4 MI. TO BEND TO THE NORTH IN
 AE1175'THE HIGHWAY AND A FENCE TO THE NORTHWEST.  LEAVE VEHICLE AND PROCEED
 AE1175'ON FOOT NORTH ALONG OLD HIGHWAY 100 FT. EAST OF FENCE, FOR 1600 FT. TO
 AE1175'BM ON RIGHT 30 FT. EAST OF CENTERLINE OF OLD HIGHWAY.  A STANDARD CAP
 AE1175'SET IN A CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0130 ***********************************************************************
 AY0130  DESIGNATION -  R 797
 AY0130  PID         -  AY0130
 AY0130  STATE/COUNTY-  TX/BEXAR
 AY0130  USGS QUAD   -  LONGHORN (1992)
 AY0130
 AY0130                         *CURRENT SURVEY CONTROL
 AY0130  ___________________________________________________________________
 AY0130* NAD 83(1986)-  29 30 54.     (N)    098 23 49.     (W)     SCALED    
 AY0130* NAVD 88     -       229.480  (meters)     752.89   (feet)  POSTED    
 AY0130  ___________________________________________________________________
 AY0130  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AY0130  DYNAMIC HT  -         229.150 (meters)     751.80  (feet)  COMP
 AY0130  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 AY0130
 AY0130  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY0130
 AY0130.The horizontal coordinates were scaled from a topographic map and have
 AY0130.an estimated accuracy of +/- 6 seconds.
 AY0130
 AY0130.The orthometric height was determined by differential leveling
 AY0130.and adjusted by the National Geodetic Survey in 1992..
 AY0130.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY0130.rate of 3.1 thru 4.0 mm/km.
 AY0130
 AY0130.The geoid height was determined by GEOID03.
 AY0130
 AY0130.The dynamic height is computed by dividing the NAVD 88
 AY0130.geopotential number by the normal gravity value computed on the
 AY0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0130.degrees latitude (g = 980.6199 gals.).
 AY0130
 AY0130.The modeled gravity was interpolated from observed gravity values.
 AY0130
 AY0130;                    North         East    Units  Estimated Accuracy
 AY0130;SPC TXSC     - 4,186,520.      658,460.      MT  (+/- 180 meters Scaled)
 AY0130
 AY0130                          SUPERSEDED SURVEY CONTROL
 AY0130
 AY0130  NGVD 29 (??/??/92)  229.363  (m)          752.50   (f) ADJ UNCH    1 2
 AY0130
 AY0130.Superseded values are not recommended for survey control.
 AY0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0130.See file dsdata.txt to determine how the superseded data were derived.
 AY0130
 AY0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT584651(NAD 83)
 AY0130_MARKER: DB = BENCH MARK DISK
 AY0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0130_STAMPING: R 797 1943
 AY0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0130+STABILITY: SURFACE MOTION
 AY0130
 AY0130  HISTORY     - Date     Condition        Report By
 AY0130  HISTORY     - 1943     MONUMENTED       CGS
 AY0130  HISTORY     - 1967     GOOD             USGS
 AY0130  HISTORY     - 1971     GOOD             NGS
 AY0130  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0130  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY0130  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0130  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0130
 AY0130                          STATION DESCRIPTION
 AY0130
 AY0130'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0130'9.4 MI NE FROM SAN ANTONIO.
 AY0130'3.1 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0130'SOUTHERN PACIFIC CO. RAILROAD STATION AT SAN ANTONIO, BEXAR COUNTY,
 AY0130'THENCE 6.3 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 AY0130'TEXAS.  AT THE SOUTHEAST SIDE OF FRATT COMMUNITY, 242 FEET NORTH OF
 AY0130'FRATT ROAD, 46 FEET NORTHWEST OF THE CENTERLINE OF THE WEST FRONTAGE
 AY0130'ROAD OF INTERSTATE HIGHWAY 35 AND U.S. HIGHWAY 81, 32.5 FEET SOUTHEAST
 AY0130'OF THE CENTERLINE OF THE TRACK, 31.1 FEET NORTHEAST OF MILEPOST 1025,
 AY0130'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED R 797 1943 AND SET
 AY0130'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 ABOVE THE GROUND.
 AY0130
 AY0130                          STATION RECOVERY (1971)
 AY0130
 AY0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AY0130'3.1 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0130'SOUTHERN PACIFIC CO. RAILROAD STATION AT SAN ANTONIO, BEXAR COUNTY,
 AY0130'THENCE 6.3 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 AY0130'OF TEXAS. 2 1/2 TELEGRAPH POLES SOUTHWEST OF GRANDMAS COOKIE FACTORY,
 AY0130'35 FEET NORTH OF MILEPOST 1025, 32.5 FEET SOUTHEAST OF THE RIGHT RAIL
 AY0130'(EAST RAIL) AND LEVEL WITH THE TRACK. THE MARK IS (ABOUT) 60 FEET
 AY0130'SOUTHWEST OF A TEXAS HIGHWAY BENCH MARK WHICH IS MARKED BY TWO
 AY0130'WITNESS POST. THE WHITE WITNESS AT THE C AND GS MARK NO LONGER
 AY0130'STANDS. A STANDARD DISK, STAMPED R 797 1943 AND SET IN THE TOP OF A
 AY0130'CONCRETE POST PROJECTING 0.2 FEET ABOVE GROUND.
 AY0130
 AY0130                          STATION RECOVERY (1980)
 AY0130
 AY0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0130'SEARCHED FOR, NOT RECOVERED.
 AY0130
 AY0130                          STATION RECOVERY (1987)
 AY0130
 AY0130'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0130'MARK NOT FOUND.
 AY0130
 AY0130                          STATION RECOVERY (1987)
 AY0130
 AY0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0130'MARK NOT FOUND.
 AY0130
 AY0130                          STATION RECOVERY (1995)
 AY0130
 AY0130'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1150 ***********************************************************************
 AE1150  DESIGNATION -  R 798
 AE1150  PID         -  AE1150
 AE1150  STATE/COUNTY-  TX/ZAPATA
 AE1150  USGS QUAD   -  LOPENO (1965)
 AE1150
 AE1150                         *CURRENT SURVEY CONTROL
 AE1150  ___________________________________________________________________
 AE1150* NAD 83(1986)-  26 44 17.     (N)    099 02 22.     (W)     SCALED    
 AE1150* NAVD 88     -       111.748  (meters)     366.63   (feet)  ADJUSTED  
 AE1150  ___________________________________________________________________
 AE1150  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AE1150  DYNAMIC HT  -         111.566 (meters)     366.03  (feet)  COMP
 AE1150  MODELED GRAV-     979,020.7   (mgal)                       NAVD 88
 AE1150
 AE1150  VERT ORDER  -  SECOND    CLASS 0
 AE1150
 AE1150.The horizontal coordinates were scaled from a topographic map and have
 AE1150.an estimated accuracy of +/- 6 seconds.
 AE1150
 AE1150.The orthometric height was determined by differential leveling
 AE1150.and adjusted by the National Geodetic Survey in June 1991..
 AE1150
 AE1150.The geoid height was determined by GEOID03.
 AE1150
 AE1150.The dynamic height is computed by dividing the NAVD 88
 AE1150.geopotential number by the normal gravity value computed on the
 AE1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1150.degrees latitude (g = 980.6199 gals.).
 AE1150
 AE1150.The modeled gravity was interpolated from observed gravity values.
 AE1150
 AE1150;                    North         East    Units  Estimated Accuracy
 AE1150;SPC TX S     - 5,118,820.      246,340.      MT  (+/- 180 meters Scaled)
 AE1150
 AE1150                          SUPERSEDED SURVEY CONTROL
 AE1150
 AE1150  NGVD 29 (??/??/92)  111.814  (m)          366.84   (f) ADJ UNCH    2 0
 AE1150
 AE1150.Superseded values are not recommended for survey control.
 AE1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1150.See file dsdata.txt to determine how the superseded data were derived.
 AE1150
 AE1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ960574(NAD 83)
 AE1150_MARKER: DB = BENCH MARK DISK
 AE1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1150_STAMPING: R 798 1943
 AE1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1150+STABILITY: SURFACE MOTION
 AE1150
 AE1150  HISTORY     - Date     Condition        Report By
 AE1150  HISTORY     - 1943     MONUMENTED       CGS
 AE1150  HISTORY     - 1965     GOOD             USGS
 AE1150
 AE1150                          STATION DESCRIPTION
 AE1150
 AE1150'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE1150'12.45 MI NE FROM LOPENO.
 AE1150'1.4 MI. NORTH ALONG U.S. HWY 83 FROM THE POST OFFICE AT LOPENO, THENCE
 AE1150'1.3 MI. NE AND SE ALONG DIRT RDS. AT THE LOS LAZOS RANCH TO AN
 AE1150'ABANDONED GAS WELL SITE.  THENCE 2.0 MI. NE ALONG A DIRT RD ALONG THE
 AE1150'NW SIDE OF A SW-NE FENCE.  THENCE 2.1 MI. SE ALONG MAIN TRAVELED DIRT
 AE1150'RD.  AT A CURVE IN THE RD, 65 FT. SE OF A BRUSHED-OUT LINE 23 FT. NE
 AE1150'OF THE CENTER LINE OF THE RD, AND LEVEL WITH THE RD. A STANDARD NGS
 AE1150'DISK, STAMPED R 798 1943, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AE1150'0.3 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0010 ***********************************************************************
 AX0010  DESIGNATION -  R 7=PTS 9
 AX0010  PID         -  AX0010
 AX0010  STATE/COUNTY-  TX/AUSTIN
 AX0010  USGS QUAD   -  SAN FELIPE (1980)
 AX0010
 AX0010                         *CURRENT SURVEY CONTROL
 AX0010  ___________________________________________________________________
 AX0010* NAD 83(1986)-  29 46 32.     (N)    096 05 00.     (W)     SCALED    
 AX0010* NAVD 88     -        45.13   (+/-2cm)     148.1    (feet)  VERTCON   
 AX0010  ___________________________________________________________________
 AX0010  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0010  OBS GRAVITY -     979,271.0   (mgal)                       GRAV_OBS
 AX0010
 AX0010  VERT ORDER  -  THIRD (See Below)
 AX0010
 AX0010.The horizontal coordinates were scaled from a topographic map and have
 AX0010.an estimated accuracy of +/- 6 seconds.
 AX0010
 AX0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0010.The vertical order pertains to the NGVD 29 superseded value.
 AX0010
 AX0010.The geoid height was determined by GEOID03.
 AX0010.The observed gravity was obtained from relative gravimeter ties
 AX0010.to the IGSN71 gravity network.
 AX0010
 AX0010;                    North         East    Units  Estimated Accuracy
 AX0010;SPC TXSC     - 4,218,770.      881,990.      MT  (+/- 180 meters Scaled)
 AX0010
 AX0010                          SUPERSEDED SURVEY CONTROL
 AX0010
 AX0010  NGVD 29 (??/??/??)   45.11   (m)          148.0    (f) RESET       3  
 AX0010
 AX0010.Superseded values are not recommended for survey control.
 AX0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0010.See file dsdata.txt to determine how the superseded data were derived.
 AX0010
 AX0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT819974(NAD 83)
 AX0010_MARKER: DD = SURVEY DISK
 AX0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX0010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX0010_STAMPING: R7 TEXAS PRIM TRAV STA NO 9 1909 ELEV 147.890 FT
 AX0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0010
 AX0010  HISTORY     - Date     Condition        Report By
 AX0010  HISTORY     - 1909     MONUMENTED       CGS
 AX0010  HISTORY     - 1973     GOOD             NGS
 AX0010  HISTORY     - 1976     GOOD             NGS
 AX0010  HISTORY     - 1978     GOOD             NGS
 AX0010  HISTORY     - 1986     MARK NOT FOUND   NGS
 AX0010  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0010
 AX0010                          STATION DESCRIPTION
 AX0010
 AX0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0010'4.55 MI E FROM SEALY.
 AX0010'ABOUT 4.55 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0010'THE CROSSING OF STATE HWY. 36 AT SEALY, AT A DIRT ROAD CROSSING
 AX0010'LEADING NORTHWEST, 48.6 FEET NORTH OF THE NORTH RAIL, 5 FEET WEST OF A
 AX0010'POWER POLE, 23 FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 116
 AX0010'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE CROSSING, ABOUT 0.15 FOOT
 AX0010'WEST OF MILE POST 1040, 0.3 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 AX0010'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK SET IN THE TOP OF
 AX0010'AN IRON PIPE WHICH PROJECTS 0.8 FOOT BELOW THE LEVEL OF THE GROUND.
 AX0010
 AX0010                          STATION RECOVERY (1976)
 AX0010
 AX0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0010'RECOVERED IN GOOD CONDITION.
 AX0010
 AX0010                          STATION RECOVERY (1978)
 AX0010
 AX0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0010'NOTE=POLE HAS 2 GUY WIRES, ALSO HIGH POINT IS ON THE LETTER M
 AX0010'OF BENCH MARK WHICH IS ON THE WEST EDGE OF DISK.
 AX0010
 AX0010                          STATION RECOVERY (1986)
 AX0010
 AX0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0010'NOT RECOVERED.
 AX0010
 AX0010                          STATION RECOVERY (1987)
 AX0010
 AX0010'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0946 ***********************************************************************
 AJ0946  DESIGNATION -  R 8 29
 AJ0946  PID         -  AJ0946
 AJ0946  STATE/COUNTY-  TX/ZAPATA
 AJ0946  USGS QUAD   -  ESCOBAS (1980)
 AJ0946
 AJ0946                         *CURRENT SURVEY CONTROL
 AJ0946  ___________________________________________________________________
 AJ0946* NAD 83(1986)-  27 07 10.     (N)    099 03 32.     (W)     SCALED    
 AJ0946* NAVD 88     -       145.542  (meters)     477.50   (feet)  ADJUSTED  
 AJ0946  ___________________________________________________________________
 AJ0946  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AJ0946  DYNAMIC HT  -         145.307 (meters)     476.73  (feet)  COMP
 AJ0946  MODELED GRAV-     979,030.0   (mgal)                       NAVD 88
 AJ0946
 AJ0946  VERT ORDER  -  SECOND    CLASS 0
 AJ0946
 AJ0946.The horizontal coordinates were scaled from a topographic map and have
 AJ0946.an estimated accuracy of +/- 6 seconds.
 AJ0946
 AJ0946.The orthometric height was determined by differential leveling
 AJ0946.and adjusted by the National Geodetic Survey in June 1991..
 AJ0946
 AJ0946.The geoid height was determined by GEOID03.
 AJ0946
 AJ0946.The dynamic height is computed by dividing the NAVD 88
 AJ0946.geopotential number by the normal gravity value computed on the
 AJ0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0946.degrees latitude (g = 980.6199 gals.).
 AJ0946
 AJ0946.The modeled gravity was interpolated from observed gravity values.
 AJ0946
 AJ0946;                    North         East    Units  Estimated Accuracy
 AJ0946;SPC TX S     - 5,161,080.      244,590.      MT  (+/- 180 meters Scaled)
 AJ0946
 AJ0946                          SUPERSEDED SURVEY CONTROL
 AJ0946
 AJ0946  NGVD 29 (??/??/92)  145.575  (m)          477.61   (f) ADJ UNCH    2 0
 AJ0946
 AJ0946.Superseded values are not recommended for survey control.
 AJ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0946.See file dsdata.txt to determine how the superseded data were derived.
 AJ0946
 AJ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ941996(NAD 83)
 AJ0946_MARKER: DD = SURVEY DISK
 AJ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0946_STAMPING: R-8-29 476.81
 AJ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0946+STABILITY: SURFACE MOTION
 AJ0946
 AJ0946  HISTORY     - Date     Condition        Report By
 AJ0946  HISTORY     - UNK      MONUMENTED       DOD
 AJ0946  HISTORY     - 1943     GOOD             NGS
 AJ0946
 AJ0946                          STATION DESCRIPTION
 AJ0946
 AJ0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0946'25.55 MI S FROM AGUILARES.
 AJ0946'TO REACH THE SAME A FOR BENCH MARK B 764 1943.  BENCH MARK IS 21 FEET
 AJ0946'NORTHWEST OF B 764 1943, 5 FEET WEST OF A TELEPHONE POLE.  THE
 AJ0946'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0240 ***********************************************************************
 BN0240  DESIGNATION -  R 80
 BN0240  PID         -  BN0240
 BN0240  STATE/COUNTY-  TX/MASON
 BN0240  USGS QUAD   -  MASON (1979)
 BN0240
 BN0240                         *CURRENT SURVEY CONTROL
 BN0240  ___________________________________________________________________
 BN0240* NAD 83(1986)-  30 44 18.     (N)    099 13 06.     (W)     SCALED    
 BN0240* NAVD 88     -       460.213  (meters)    1509.88   (feet)  ADJUSTED  
 BN0240  ___________________________________________________________________
 BN0240  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 BN0240  DYNAMIC HT  -         459.588 (meters)    1507.83  (feet)  COMP
 BN0240  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 BN0240
 BN0240  VERT ORDER  -  FIRST     CLASS II
 BN0240
 BN0240.The horizontal coordinates were scaled from a topographic map and have
 BN0240.an estimated accuracy of +/- 6 seconds.
 BN0240
 BN0240.The orthometric height was determined by differential leveling
 BN0240.and adjusted by the National Geodetic Survey in June 1991..
 BN0240
 BN0240.The geoid height was determined by GEOID03.
 BN0240
 BN0240.The dynamic height is computed by dividing the NAVD 88
 BN0240.geopotential number by the normal gravity value computed on the
 BN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0240.degrees latitude (g = 980.6199 gals.).
 BN0240
 BN0240.The modeled gravity was interpolated from observed gravity values.
 BN0240
 BN0240;                    North         East    Units  Estimated Accuracy
 BN0240;SPC TX C     - 3,119,340.      806,760.      MT  (+/- 180 meters Scaled)
 BN0240
 BN0240                          SUPERSEDED SURVEY CONTROL
 BN0240
 BN0240  NGVD 29 (??/??/92)  460.155  (m)         1509.69   (f) ADJ UNCH    1 2
 BN0240
 BN0240.Superseded values are not recommended for survey control.
 BN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0240.See file dsdata.txt to determine how the superseded data were derived.
 BN0240
 BN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV791006(NAD 83)
 BN0240_MARKER: DB = BENCH MARK DISK
 BN0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0240_SP_SET: BRIDGE
 BN0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0240
 BN0240  HISTORY     - Date     Condition        Report By
 BN0240  HISTORY     - UNK      MONUMENTED       CGS
 BN0240  HISTORY     - 1931     GOOD             NGS
 BN0240  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0240  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0240  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0240  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 BN0240  HISTORY     - 20041005 MARK NOT FOUND   USPSQD
 BN0240
 BN0240                          STATION DESCRIPTION
 BN0240
 BN0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0240'1.0 M SE FROM MASON.
 BN0240'ABOUT 1.0 MI. SE OF THE COURT HOUSE AT MASON, ON THE E SIDE OF THE
 BN0240'MASON-FREDRICKSBURG HIGHWAY (US 385), IN THE CONCRETE HIGHWAY BRIDGE
 BN0240'OVER THE S FORK OF COMANCHE CREEK.  THE DISC IS SET FLUSH IN THE TOP
 BN0240'OF THE E CURB AT THE BASE OF THE RAILING AND AT THE N END OF THE
 BN0240'BRIDGE, WHICH IS NUMBERED S405 T50.  MARK IS 3.5 M.E OF THE C.L. OF
 BN0240'THE BRIDGE, 0.95 M. S OF THE N END, AND 0.10 M. E OF THE INSIDE OF THE
 BN0240'CURB.  THE DISC IS HORIZONTAL, AND 0.3 M. ABOVE THE ROAD LEVEL.
 BN0240'STANDARD DISK SET IN CONCRETE BRIDGE.
 BN0240
 BN0240                          STATION RECOVERY (1967)
 BN0240
 BN0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0240'MARK NOT FOUND.
 BN0240
 BN0240                          STATION RECOVERY (1982)
 BN0240
 BN0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0240'SEARCHED FOR, BUT NOT FOUND, NOTE, HIGHWAY HAS BEEN WIDENED, MARK
 BN0240'PROBABLY DESTROYED.
 BN0240
 BN0240                          STATION RECOVERY (1991)
 BN0240
 BN0240'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0240'MARK NOT FOUND.
 BN0240
 BN0240                          STATION RECOVERY (1996)
 BN0240
 BN0240'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0240'MARK NOT FOUND.
 BN0240
 BN0240                          STATION RECOVERY (2004)
 BN0240
 BN0240'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4383 ***********************************************************************
 AW4383  DESIGNATION -  R 801
 AW4383  PID         -  AW4383
 AW4383  STATE/COUNTY-  TX/BRAZORIA
 AW4383  USGS QUAD   -  DANCIGER (1980)
 AW4383
 AW4383                         *CURRENT SURVEY CONTROL
 AW4383  ___________________________________________________________________
 AW4383* NAD 83(1986)-  29 09 52.     (N)    095 47 33.     (W)     SCALED    
 AW4383* NAVD 88     -        15.06   (+/-2cm)      49.4    (feet)  VERTCON   
 AW4383  ___________________________________________________________________
 AW4383  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW4383
 AW4383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4383
 AW4383.The horizontal coordinates were scaled from a topographic map and have
 AW4383.an estimated accuracy of +/- 6 seconds.
 AW4383
 AW4383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4383.The vertical order pertains to the NGVD 29 superseded value.
 AW4383
 AW4383.The geoid height was determined by GEOID03.
 AW4383
 AW4383;                    North         East    Units  Estimated Accuracy
 AW4383;SPC TXSC     - 4,151,800.      911,960.      MT  (+/- 180 meters Scaled)
 AW4383
 AW4383                          SUPERSEDED SURVEY CONTROL
 AW4383
 AW4383  NGVD 29 (??/??/92)   15.069  (m)           49.44   (f) ADJ UNCH    2 0
 AW4383
 AW4383.Superseded values are not recommended for survey control.
 AW4383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4383.See file dsdata.txt to determine how the superseded data were derived.
 AW4383
 AW4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN283294(NAD 83)
 AW4383_MARKER: DB = BENCH MARK DISK
 AW4383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4383_STAMPING: R 801 1943
 AW4383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4383+STABILITY: SURFACE MOTION
 AW4383
 AW4383  HISTORY     - Date     Condition        Report By
 AW4383  HISTORY     - 1943     MONUMENTED       CGS
 AW4383  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4383
 AW4383                          STATION DESCRIPTION
 AW4383
 AW4383'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4383'8.5 MI E FROM PLEDGER.
 AW4383'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED EASTERLY
 AW4383'8.5 MILES ALONG PLEDGER-WEST COLUMBIA ROAD TO THE INTERSECTION OF A
 AW4383'SHELL ROAD LEADING NORTH AND SITE OF BENCH MARK. BENCH MARK IS ABOUT
 AW4383'1.5 MILES EAST OF THE GENERAL STORE AND POST OFFICE AT DANCIGER, 52.0
 AW4383'FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE CONCRETE
 AW4383'ROAD, 32.0 FEET EAST OF THE EAST END OF AN IRON CATTLE-GUARD AT SHELL
 AW4383'ROAD LEADING NORTH, 5.5 FEET EAST OF AN IRON SIGN-POST AND 3.0 FEET
 AW4383'WEST OF A 4 BY 4 INCH WOODEN MARKER POST. MONUMENT PROJECTS ABOUT 0.5
 AW4383'FOOT, AND SET IN A CONCRETE POST. NOTE-- (ALSO ABOUT 9.3 MILES WEST OF
 AW4383'WEST COLUMBIA.)
 AW4383
 AW4383                          STATION RECOVERY (2004)
 AW4383
 AW4383'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4384 ***********************************************************************
 AW4384  DESIGNATION -  R 801 RESET 1958
 AW4384  PID         -  AW4384
 AW4384  STATE/COUNTY-  TX/BRAZORIA
 AW4384  USGS QUAD   -  DANCIGER (1980)
 AW4384
 AW4384                         *CURRENT SURVEY CONTROL
 AW4384  ___________________________________________________________________
 AW4384* NAD 83(1986)-  29 09 52.     (N)    095 47 32.     (W)     SCALED    
 AW4384* NAVD 88     -        14.98   (+/-2cm)      49.1    (feet)  VERTCON   
 AW4384  ___________________________________________________________________
 AW4384  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW4384
 AW4384  VERT ORDER  -  THIRD (See Below)
 AW4384
 AW4384.The horizontal coordinates were scaled from a topographic map and have
 AW4384.an estimated accuracy of +/- 6 seconds.
 AW4384
 AW4384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4384.The vertical order pertains to the NGVD 29 superseded value.
 AW4384
 AW4384.The geoid height was determined by GEOID03.
 AW4384
 AW4384;                    North         East    Units  Estimated Accuracy
 AW4384;SPC TXSC     - 4,151,800.      911,990.      MT  (+/- 180 meters Scaled)
 AW4384
 AW4384                          SUPERSEDED SURVEY CONTROL
 AW4384
 AW4384  NGVD 29 (01/29/03)   14.99   (m)           49.2    (f) RESET       3  
 AW4384
 AW4384.Superseded values are not recommended for survey control.
 AW4384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4384.See file dsdata.txt to determine how the superseded data were derived.
 AW4384
 AW4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN284294(NAD 83)
 AW4384_MARKER: DD = SURVEY DISK
 AW4384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4384_STAMPING: R 801 RESET 1958
 AW4384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4384+STABILITY: SURFACE MOTION
 AW4384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4384+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4384
 AW4384  HISTORY     - Date     Condition        Report By
 AW4384  HISTORY     - 1958     MONUMENTED       TXHD
 AW4384  HISTORY     - 20041118 GOOD             USPSQD
 AW4384
 AW4384                          STATION DESCRIPTION
 AW4384
 AW4384'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4384'8.5 MI E FROM PLEDGER.
 AW4384'8.5 MILES EAST ALONG THE ROAD TO WEST COLUMBIA FROM THE GRAMMAR SCHOOL
 AW4384'AT PLEDGER, AT THE INTERSECTION OF A SHELL ROAD LEADING NORTH. 1.5
 AW4384'MILES EAST OF THE GENERAL STORE AND POST OFFICE AT DANCIGER.  63 FEET
 AW4384'NORTH OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF THE CONCRETE
 AW4384'ROAD, AND 32 FEET EAST OF THE EAST END OF AN IRON CATTLE GUARD AT
 AW4384'SHELL ROAD LEADING NORTH.  SET IN THE TOP OF A CONCRETE POST
 AW4384'PROJECTING 0.3 FOOT.
 AW4384
 AW4384                          STATION RECOVERY (2004)
 AW4384
 AW4384'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4384'GO TO N 29 09 51.4 W 095 47 34.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4406 ***********************************************************************
 AW4406  DESIGNATION -  R 802
 AW4406  PID         -  AW4406
 AW4406  STATE/COUNTY-  TX/BRAZORIA
 AW4406  USGS QUAD   -  OTEY (1980)
 AW4406
 AW4406                         *CURRENT SURVEY CONTROL
 AW4406  ___________________________________________________________________
 AW4406* NAD 83(1986)-  29 15 09.     (N)    095 35 46.     (W)     SCALED    
 AW4406* NAVD 88     -        14.20   (+/-2cm)      46.6    (feet)  VERTCON   
 AW4406  ___________________________________________________________________
 AW4406  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW4406
 AW4406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4406
 AW4406.The horizontal coordinates were scaled from a topographic map and have
 AW4406.an estimated accuracy of +/- 6 seconds.
 AW4406
 AW4406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4406.The vertical order pertains to the NGVD 29 superseded value.
 AW4406
 AW4406.The geoid height was determined by GEOID03.
 AW4406
 AW4406;                    North         East    Units  Estimated Accuracy
 AW4406;SPC TXSC     - 4,162,100.      930,770.      MT  (+/- 180 meters Scaled)
 AW4406
 AW4406                          SUPERSEDED SURVEY CONTROL
 AW4406
 AW4406  NGVD 29 (??/??/92)   14.209  (m)           46.62   (f) ADJ UNCH    2 0
 AW4406
 AW4406.Superseded values are not recommended for survey control.
 AW4406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4406.See file dsdata.txt to determine how the superseded data were derived.
 AW4406
 AW4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN477387(NAD 83)
 AW4406_MARKER: DB = BENCH MARK DISK
 AW4406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4406_SP_SET: CULVERT
 AW4406_STAMPING: R 802 1943
 AW4406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4406+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW4406
 AW4406  HISTORY     - Date     Condition        Report By
 AW4406  HISTORY     - 1943     MONUMENTED       CGS
 AW4406  HISTORY     - 20041109 GOOD             USPSQD
 AW4406
 AW4406                          STATION DESCRIPTION
 AW4406
 AW4406'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4406'9.0 MI N FROM EAST COLUMBIA.
 AW4406'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4406'COLUMBIA.  PROCEED NORTHERLY 9.0 MILES ALONG CONCRETE ROAD TO A
 AW4406'CONCRETE BOX CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15
 AW4406'MILE NORTH OF A WHITE HOUSE ON EAST SIDE OF ROAD, ABOUT 300.0 FEET
 AW4406'SOUTH OF A LANE LEADING EAST TO ANOTHER FARM HOUSE, 14.5 FEET WEST OF
 AW4406'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE CONCRETE ROAD
 AW4406'AND IS SET HORIZONTALLY IN THE TOP SOUTH END OF THE WEST HEADWALL OF
 AW4406'THE CONCRETE BOX CULVERT.
 AW4406
 AW4406                          STATION RECOVERY (2004)
 AW4406
 AW4406'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4809 ***********************************************************************
 AW4809  DESIGNATION -  R 803
 AW4809  PID         -  AW4809
 AW4809  STATE/COUNTY-  TX/FORT BEND
 AW4809  USGS QUAD   -  ORCHARD (1980)
 AW4809
 AW4809                         *CURRENT SURVEY CONTROL
 AW4809  ___________________________________________________________________
 AW4809* NAD 83(1986)-  29 31 07.     (N)    095 57 41.     (W)     SCALED    
 AW4809* NAVD 88     -        33.46   (+/-2cm)     109.8    (feet)  VERTCON   
 AW4809  ___________________________________________________________________
 AW4809  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW4809
 AW4809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4809
 AW4809.The horizontal coordinates were scaled from a topographic map and have
 AW4809.an estimated accuracy of +/- 6 seconds.
 AW4809
 AW4809.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4809.The vertical order pertains to the NGVD 29 superseded value.
 AW4809
 AW4809.The geoid height was determined by GEOID03.
 AW4809
 AW4809;                    North         East    Units  Estimated Accuracy
 AW4809;SPC TXSC     - 4,190,600.      894,520.      MT  (+/- 180 meters Scaled)
 AW4809
 AW4809                          SUPERSEDED SURVEY CONTROL
 AW4809
 AW4809  NGVD 29 (??/??/92)   33.46   (m)          109.8    (f) COMPUTED    2 0
 AW4809
 AW4809.Superseded values are not recommended for survey control.
 AW4809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4809.See file dsdata.txt to determine how the superseded data were derived.
 AW4809
 AW4809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN129691(NAD 83)
 AW4809_MARKER: DB = BENCH MARK DISK
 AW4809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4809_STAMPING: R 803 1943
 AW4809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4809+STABILITY: SURFACE MOTION
 AW4809
 AW4809  HISTORY     - Date     Condition        Report By
 AW4809  HISTORY     - 1943     MONUMENTED       CGS
 AW4809  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4809  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4809
 AW4809                          STATION DESCRIPTION
 AW4809
 AW4809'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4809'3.6 MI NW FROM BEASLEY.
 AW4809'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4809'STATION AT BEASLEY.  PROCEED SOUTHWESTERLY 0.8 MILE ALONG U.S. HIGHWAY
 AW4809'NO. 59 TO A T ROAD INTERSECTION, THENCE NORTHWESTERLY 2.8 MILES ALONG
 AW4809'GRAVELED ROAD TO A CURVE AT A T ROAD INTERSECTION AND SITE OF BENCH
 AW4809'MARK.  BENCH MARK IS 69.0 FEET NORTHEAST OF A POWER LINE POLE WITH
 AW4809'TRANSFORMER, 47.0 FEET EAST OF THE CENTER OF THE T ROAD INTERSECTION,
 AW4809'6.0 FEET NORTHEAST OF A FENCE CORNER POST, 3.0 FEET SOUTHWEST OF A 4
 AW4809'BY 4 INCH WOODEN MARKER POST AND AT THE INSIDE OF THE CURVE IN
 AW4809'GRAVELED ROAD.  MONUMENT PROJECTS ABOUT 0.4 FOOT. NOTE-- (ALSO ABOUT
 AW4809'3.1 MILES SOUTHEAST OF TAVENER.)
 AW4809
 AW4809                          STATION RECOVERY (1971)
 AW4809
 AW4809'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4809'MARK NOT FOUND.
 AW4809
 AW4809                          STATION RECOVERY (1997)
 AW4809
 AW4809'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0593 ***********************************************************************
 BM0593  DESIGNATION -  R 804
 BM0593  PID         -  BM0593
 BM0593  STATE/COUNTY-  TX/TRAVIS
 BM0593  USGS QUAD   -  AUSTIN WEST (1988)
 BM0593
 BM0593                         *CURRENT SURVEY CONTROL
 BM0593  ___________________________________________________________________
 BM0593* NAD 83(1986)-  30 16 42.     (N)    097 48 12.     (W)     SCALED    
 BM0593* NAVD 88     -       232.080  (meters)     761.42   (feet)  POSTED    
 BM0593  ___________________________________________________________________
 BM0593  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BM0593  DYNAMIC HT  -         231.760 (meters)     760.37  (feet)  COMP
 BM0593  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 BM0593
 BM0593  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BM0593
 BM0593.The horizontal coordinates were scaled from a topographic map and have
 BM0593.an estimated accuracy of +/- 6 seconds.
 BM0593
 BM0593.The orthometric height was determined by differential leveling
 BM0593.and adjusted by the National Geodetic Survey in 1992..
 BM0593.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BM0593.rate of 0.0 thru 1.0 mm/km.
 BM0593
 BM0593.The geoid height was determined by GEOID03.
 BM0593
 BM0593.The dynamic height is computed by dividing the NAVD 88
 BM0593.geopotential number by the normal gravity value computed on the
 BM0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0593.degrees latitude (g = 980.6199 gals.).
 BM0593
 BM0593.The modeled gravity was interpolated from observed gravity values.
 BM0593
 BM0593;                    North         East    Units  Estimated Accuracy
 BM0593;SPC TX C     - 3,070,580.      943,400.      MT  (+/- 180 meters Scaled)
 BM0593
 BM0593                          SUPERSEDED SURVEY CONTROL
 BM0593
 BM0593  NGVD 29 (??/??/92)  232.004  (m)          761.17   (f) ADJ UNCH    1 2
 BM0593
 BM0593.Superseded values are not recommended for survey control.
 BM0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0593.See file dsdata.txt to determine how the superseded data were derived.
 BM0593
 BM0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU150502(NAD 83)
 BM0593_MARKER: DB = BENCH MARK DISK
 BM0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0593_STAMPING: R 804 1953
 BM0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0593+STABILITY: SURFACE MOTION
 BM0593
 BM0593  HISTORY     - Date     Condition        Report By
 BM0593  HISTORY     - 1953     MONUMENTED       CGS
 BM0593  HISTORY     - 1973     MARK NOT FOUND   NGS
 BM0593  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BM0593  HISTORY     - 19980802 MARK NOT FOUND   USPSQD
 BM0593  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 BM0593
 BM0593                          STATION DESCRIPTION
 BM0593
 BM0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0593'3.6 MI SW FROM AUSTIN.
 BM0593'3.6 MILES SOUTHWEST ALONG BARTON SPRINGS ROAD AND BEE CAVE ROAD FROM
 BM0593'ITS INTERSECTION WITH LAMAR BOULEVARD AT AUSTIN, 58 FEET NORTHWEST OF
 BM0593'THE CENTER OF A CATTLE GUARD, 58 FEET NORTHWEST OF THE CENTER LINE OF
 BM0593'A PRIVATE ROAD, 62 FEET SOUTHWEST OF A ROCK FENCE, 29 FEET SOUTHWEST
 BM0593'OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A WIRE FENCE,
 BM0593'3.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0593'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0593
 BM0593                          STATION RECOVERY (1973)
 BM0593
 BM0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0593'MARK NOT FOUND.
 BM0593
 BM0593                          STATION RECOVERY (1989)
 BM0593
 BM0593'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDM)
 BM0593'MARK NOT FOUND.
 BM0593
 BM0593                          STATION RECOVERY (1998)
 BM0593
 BM0593'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0593'MARK NOT FOUND.
 BM0593
 BM0593                          STATION RECOVERY (2003)
 BM0593
 BM0593'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0510 ***********************************************************************
 BM0510  DESIGNATION -  R 805
 BM0510  PID         -  BM0510
 BM0510  STATE/COUNTY-  TX/BASTROP
 BM0510  USGS QUAD   -  ELGIN EAST (1982)
 BM0510
 BM0510                         *CURRENT SURVEY CONTROL
 BM0510  ___________________________________________________________________
 BM0510* NAD 83(1986)-  30 19 59.     (N)    097 16 56.     (W)     SCALED    
 BM0510* NAVD 88     -       151.55   (+/-2cm)     497.2    (feet)  VERTCON   
 BM0510  ___________________________________________________________________
 BM0510  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0510
 BM0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0510
 BM0510.The horizontal coordinates were scaled from a topographic map and have
 BM0510.an estimated accuracy of +/- 6 seconds.
 BM0510
 BM0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0510.The vertical order pertains to the NGVD 29 superseded value.
 BM0510
 BM0510.The geoid height was determined by GEOID03.
 BM0510
 BM0510;                    North         East    Units  Estimated Accuracy
 BM0510;SPC TX C     - 3,077,900.      993,350.      MT  (+/- 180 meters Scaled)
 BM0510
 BM0510                          SUPERSEDED SURVEY CONTROL
 BM0510
 BM0510  NGVD 29 (??/??/92)  151.478  (m)          496.97   (f) ADJ UNCH    2 0
 BM0510
 BM0510.Superseded values are not recommended for survey control.
 BM0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0510.See file dsdata.txt to determine how the superseded data were derived.
 BM0510
 BM0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU651569(NAD 83)
 BM0510_MARKER: DB = BENCH MARK DISK
 BM0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0510_STAMPING: R 805 1953
 BM0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0510+STABILITY: SURFACE MOTION
 BM0510
 BM0510  HISTORY     - Date     Condition        Report By
 BM0510  HISTORY     - 1953     MONUMENTED       CGS
 BM0510  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 BM0510  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0510
 BM0510                          STATION DESCRIPTION
 BM0510
 BM0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0510'7.0 MI NE FROM ELGIN.
 BM0510'5.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0510'STATION AT ELGIN, THENCE 1.0 MILE NORTHEAST ALONG FARM ROAD 696,
 BM0510'THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE NORTH
 BM0510'ALONG THE EAST EDGE OF THE RUNWAY AT THE PREWITT AIRPORT, 68 FEET
 BM0510'SOUTH OF THE NORTH END OF THE RUNWAY, 2.8 FEET NORTH OF A WITNESS
 BM0510'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 BM0510'THE GROUND.  NOTE-- THE TEXAS AND NEW ORLEANS RAILROAD IS NOW THE
 BM0510'SOUTHERN PACIFIC RAILROAD.
 BM0510
 BM0510                          STATION RECOVERY (1991)
 BM0510
 BM0510'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0510'MARK NOT FOUND.
 BM0510
 BM0510                          STATION RECOVERY (1999)
 BM0510
 BM0510'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4735 ***********************************************************************
 AW4735  DESIGNATION -  R 806
 AW4735  PID         -  AW4735
 AW4735  STATE/COUNTY-  TX/FORT BEND
 AW4735  USGS QUAD   -  MISSOURI CITY (1995)
 AW4735
 AW4735                         *CURRENT SURVEY CONTROL
 AW4735  ___________________________________________________________________
 AW4735* NAD 83(1986)-  29 30 32.     (N)    095 34 34.     (W)     SCALED    
 AW4735* NAVD 88     -        20.78   (+/-2cm)      68.2    (feet)  VERTCON   
 AW4735  ___________________________________________________________________
 AW4735  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4735
 AW4735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4735
 AW4735.The horizontal coordinates were scaled from a topographic map and have
 AW4735.an estimated accuracy of +/- 6 seconds.
 AW4735
 AW4735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4735.The vertical order pertains to the NGVD 29 superseded value.
 AW4735
 AW4735.The geoid height was determined by GEOID03.
 AW4735
 AW4735;                    North         East    Units  Estimated Accuracy
 AW4735;SPC TXSC     - 4,190,550.      931,880.      MT  (+/- 180 meters Scaled)
 AW4735
 AW4735                          SUPERSEDED SURVEY CONTROL
 AW4735
 AW4735  NGVD 29 (??/??/92)   20.780  (m)           68.18   (f) ADJ UNCH    2 0
 AW4735
 AW4735.Superseded values are not recommended for survey control.
 AW4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4735.See file dsdata.txt to determine how the superseded data were derived.
 AW4735
 AW4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN502671(NAD 83)
 AW4735_MARKER: DB = BENCH MARK DISK
 AW4735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4735_SP_SET: BRIDGE
 AW4735_STAMPING: R 806 1943
 AW4735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4735
 AW4735  HISTORY     - Date     Condition        Report By
 AW4735  HISTORY     - 1943     MONUMENTED       CGS
 AW4735  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4735  HISTORY     - 19951010 GOOD             USPSQD
 AW4735  HISTORY     - 19991120 GOOD             USPSQD
 AW4735
 AW4735                          STATION DESCRIPTION
 AW4735
 AW4735'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4735'1.35 MI NE FROM THOMPSONS.
 AW4735'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILWAY STATION AT
 AW4735'THOMPSONS-- PROCEED 0.65 MILES EASTERLY ALONG THE RAILROAD TO A DIRT
 AW4735'ROAD CROSSING, THENCE 0.7 MILE NORTHERLY ALONG A DIRT ROAD TO SITE OF
 AW4735'BENCH MARK.  BENCH MARK IS ABOUT 600.0 FEET SOUTH OF THE SOUTH BANK OF
 AW4735'THE BRAZOS RIVER, AND SET HORIZONTALLY IN THE EAST END OF AN ABANDONED
 AW4735'CONCRETE ABUTMENT, ABOUT 156.0 FEET SOUTH OF AN ABANDONED BRIDGE PIER.
 AW4735'A STANDARD DISK, STAMPED R 806 1943.  NOTE-- BENCH MARK IS ALSO 3.7
 AW4735'MILES SOUTH OF DE WALT.
 AW4735
 AW4735                          STATION RECOVERY (1973)
 AW4735
 AW4735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4735'MARK NOT FOUND.
 AW4735
 AW4735                          STATION RECOVERY (1995)
 AW4735
 AW4735'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4735'RECOVERED IN GOOD CONDITION.
 AW4735
 AW4735                          STATION RECOVERY (1999)
 AW4735
 AW4735'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2822 ***********************************************************************
 AX2822  DESIGNATION -  R 806 RESET
 AX2822  PID         -  AX2822
 AX2822  STATE/COUNTY-  TX/BASTROP
 AX2822  USGS QUAD   -  WEST POINT (1981)
 AX2822
 AX2822                         *CURRENT SURVEY CONTROL
 AX2822  ___________________________________________________________________
 AX2822* NAD 83(1986)-  29 59 05.     (N)    097 07 04.     (W)     SCALED    
 AX2822* NAVD 88     -        94.89   (meters)     311.3    (feet)  RESET     
 AX2822  ___________________________________________________________________
 AX2822  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AX2822
 AX2822  VERT ORDER  -  THIRD
 AX2822
 AX2822.The horizontal coordinates were scaled from a topographic map and have
 AX2822.an estimated accuracy of +/- 6 seconds.
 AX2822
 AX2822.The orthometric height was computed from unverified reset data.
 AX2822.No vertical observational check was made to the station.
 AX2822
 AX2822.The geoid height was determined by GEOID03.
 AX2822
 AX2822;                    North         East    Units  Estimated Accuracy
 AX2822;SPC TX C     - 3,039,740.    1,010,270.      MT  (+/- 180 meters Scaled)
 AX2822
 AX2822                          SUPERSEDED SURVEY CONTROL
 AX2822
 AX2822  NGVD 29 (01/29/03)   94.84   (m)          311.2    (f) RESET       3  
 AX2822
 AX2822.Superseded values are not recommended for survey control.
 AX2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2822.See file dsdata.txt to determine how the superseded data were derived.
 AX2822
 AX2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU815185(NAD 83)
 AX2822_MARKER: DB = BENCH MARK DISK
 AX2822_SETTING: 0 = UNSPECIFIED SETTING
 AX2822_STAMPING: R 806 RESET 1982
 AX2822_MARK LOGO: NGS   
 AX2822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2822
 AX2822  HISTORY     - Date     Condition        Report By
 AX2822  HISTORY     - 1982     MONUMENTED       NGS
 AX2822
 AX2822                          STATION DESCRIPTION
 AX2822
 AX2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AX2822'3.2 MI (5.1 KM) SOUTHEAST ALONG STATE HIGHWAY 71, 0.5 MI (0.8 KM)
 AX2822'SOUTHEAST OF A RAILROAD CROSSING. 78.0 FT (23.8 M) SOUTHWEST OF THE
 AX2822'CENTERLINE OF THE SOUTHBOUND LANE OF STATE HIGHWAY 71 WHICH IS NOT
 AX2822'FINISHED AT THIS TIME, 1.1 FT (0.3 M) NORTHWEST OF A METAL WITNESS
 AX2822'POST AND 0.4 FT (0.1 M) NORTH OF A FENCE, AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0160 ***********************************************************************
 AY0160  DESIGNATION -  R 807
 AY0160  PID         -  AY0160
 AY0160  STATE/COUNTY-  TX/GUADALUPE
 AY0160  USGS QUAD   -  MC QUEENEY (1994)
 AY0160
 AY0160                         *CURRENT SURVEY CONTROL
 AY0160  ___________________________________________________________________
 AY0160* NAD 83(1986)-  29 31 46.     (N)    098 06 42.     (W)     SCALED    
 AY0160* NAVD 88     -       175.87   (+/-2cm)     577.0    (feet)  VERTCON   
 AY0160  ___________________________________________________________________
 AY0160  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AY0160
 AY0160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0160
 AY0160.The horizontal coordinates were scaled from a topographic map and have
 AY0160.an estimated accuracy of +/- 6 seconds.
 AY0160
 AY0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0160.The vertical order pertains to the NGVD 29 superseded value.
 AY0160
 AY0160.The geoid height was determined by GEOID03.
 AY0160
 AY0160;                    North         East    Units  Estimated Accuracy
 AY0160;SPC TXSC     - 4,188,300.      686,100.      MT  (+/- 180 meters Scaled)
 AY0160
 AY0160                          SUPERSEDED SURVEY CONTROL
 AY0160
 AY0160  NGVD 29 (??/??/92)  175.780  (m)          576.70   (f) ADJ UNCH    2 0
 AY0160
 AY0160.Superseded values are not recommended for survey control.
 AY0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0160.See file dsdata.txt to determine how the superseded data were derived.
 AY0160
 AY0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT860669(NAD 83)
 AY0160_MARKER: DB = BENCH MARK DISK
 AY0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0160_SP_SET: CULVERT
 AY0160_STAMPING: R 807 1943
 AY0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0160+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AY0160
 AY0160  HISTORY     - Date     Condition        Report By
 AY0160  HISTORY     - 1943     MONUMENTED       CGS
 AY0160  HISTORY     - 1987     GOOD             USPSQD
 AY0160  HISTORY     - 1988     GOOD             USPSQD
 AY0160  HISTORY     - 1989     GOOD             USPSQD
 AY0160  HISTORY     - 19930808 GOOD             USPSQD
 AY0160  HISTORY     - 19990925 GOOD             USPSQD
 AY0160  HISTORY     - 20030517 GOOD             USPSQD
 AY0160  HISTORY     - 20050318 GOOD             USPSQD
 AY0160
 AY0160                          STATION DESCRIPTION
 AY0160
 AY0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0160'9.6 MI W FROM SEGUIN.
 AY0160'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90 AND STATE
 AY0160'HIGHWAY NO.123 AT SEGUIN-- PROCEED 9.6 MILES WESTERLY ALONG U.S.
 AY0160'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 207.0 FEET
 AY0160'EAST OF A GRAVEL ROAD CROSSING THE HIGHWAY, AND 21.0 FEET NORTH OF AND
 AY0160'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY.  IT IS SET
 AY0160'HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A LARGE CONCRETE
 AY0160'CULVERT.
 AY0160
 AY0160                          STATION RECOVERY (1987)
 AY0160
 AY0160'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0160'RECOVERED IN GOOD CONDITION.
 AY0160
 AY0160                          STATION RECOVERY (1988)
 AY0160
 AY0160'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0160'RECOVERED IN GOOD CONDITION.
 AY0160
 AY0160                          STATION RECOVERY (1989)
 AY0160
 AY0160'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0160'RECOVERED IN GOOD CONDITION.
 AY0160
 AY0160                          STATION RECOVERY (1993)
 AY0160
 AY0160'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0160'RECOVERED IN GOOD CONDITION.
 AY0160
 AY0160                          STATION RECOVERY (1999)
 AY0160
 AY0160'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0160'RECOVERED IN GOOD CONDITION.
 AY0160
 AY0160                          STATION RECOVERY (2003)
 AY0160
 AY0160'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY0160'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 6 SATELLITES) READING OVER MARK
 AY0160'- 29 31 46.6 (N) - 098 06 42.0 (W)
 AY0160
 AY0160                          STATION RECOVERY (2005)
 AY0160
 AY0160'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0577 ***********************************************************************
 AY0577  DESIGNATION -  R 808
 AY0577  PID         -  AY0577
 AY0577  STATE/COUNTY-  TX/GUADALUPE
 AY0577  USGS QUAD   -  NEW BERLIN (1957)
 AY0577
 AY0577                         *CURRENT SURVEY CONTROL
 AY0577  ___________________________________________________________________
 AY0577* NAD 83(1986)-  29 25 42.     (N)    098 06 37.     (W)     SCALED    
 AY0577* NAVD 88     -       166.44   (+/-2cm)     546.1    (feet)  VERTCON   
 AY0577  ___________________________________________________________________
 AY0577  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AY0577
 AY0577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0577
 AY0577.The horizontal coordinates were scaled from a topographic map and have
 AY0577.an estimated accuracy of +/- 6 seconds.
 AY0577
 AY0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0577.The vertical order pertains to the NGVD 29 superseded value.
 AY0577
 AY0577.The geoid height was determined by GEOID03.
 AY0577
 AY0577;                    North         East    Units  Estimated Accuracy
 AY0577;SPC TXSC     - 4,177,100.      686,320.      MT  (+/- 180 meters Scaled)
 AY0577
 AY0577                          SUPERSEDED SURVEY CONTROL
 AY0577
 AY0577  NGVD 29 (??/??/92)  166.354  (m)          545.78   (f) ADJ UNCH    2 0
 AY0577
 AY0577.Superseded values are not recommended for survey control.
 AY0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0577.See file dsdata.txt to determine how the superseded data were derived.
 AY0577
 AY0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT863557(NAD 83)
 AY0577_MARKER: DB = BENCH MARK DISK
 AY0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0577_STAMPING: R 808 1943
 AY0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0577+STABILITY: SURFACE MOTION
 AY0577
 AY0577  HISTORY     - Date     Condition        Report By
 AY0577  HISTORY     - 1943     MONUMENTED       CGS
 AY0577  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0577  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0577  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0577
 AY0577                          STATION DESCRIPTION
 AY0577
 AY0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0577'2.55 MI S FROM NEW BERLIN.
 AY0577'TO REACH FROM THE SCHOOL HOUSE AT NEW BERLIN-- PROCEED 2.55 MILES
 AY0577'SOUTHERLY ALONG THE LAVERNIA- NEW BERLIN ROAD TO SITE OF BENCH MARK.
 AY0577'BENCH MARK IS 31.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AY0577'CENTERLINE OF ROAD, AND 22.5 FEET SOUTH OF THE CENTERLINE OF A WOODEN
 AY0577'GATE AND A FARM ROAD LEADING EAST.  IT IS 3.0 FEET EAST OF A FENCE
 AY0577'CORNER, 0.8 FOOT NORTH OF A FENCE, AND 4.0 FEET SOUTHEAST OF A
 AY0577'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  A STANDARD
 AY0577'DISK, STAMPED R 808 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AY0577
 AY0577                          STATION RECOVERY (1988)
 AY0577
 AY0577'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0577'MARK NOT FOUND.
 AY0577
 AY0577                          STATION RECOVERY (1999)
 AY0577
 AY0577'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0577'MARK NOT FOUND.
 AY0577
 AY0577                          STATION RECOVERY (2003)
 AY0577
 AY0577'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0125 ***********************************************************************
 BN0125  DESIGNATION -  R 81 RESET 1953
 BN0125  PID         -  BN0125
 BN0125  STATE/COUNTY-  TX/GILLESPIE
 BN0125  USGS QUAD   -  CAIN CITY (1963)
 BN0125
 BN0125                         *CURRENT SURVEY CONTROL
 BN0125  ___________________________________________________________________
 BN0125* NAD 83(1986)-  30 13 27.     (N)    098 50 47.     (W)     SCALED    
 BN0125* NAVD 88     -       482.05   (+/-2cm)    1581.5    (feet)  VERTCON   
 BN0125  ___________________________________________________________________
 BN0125  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 BN0125
 BN0125  VERT ORDER  -  THIRD (See Below)
 BN0125
 BN0125.The horizontal coordinates were scaled from a topographic map and have
 BN0125.an estimated accuracy of +/- 6 seconds.
 BN0125
 BN0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0125.The vertical order pertains to the NGVD 29 superseded value.
 BN0125
 BN0125.The geoid height was determined by GEOID03.
 BN0125
 BN0125;                    North         East    Units  Estimated Accuracy
 BN0125;SPC TX C     - 3,062,760.      843,140.      MT  (+/- 180 meters Scaled)
 BN0125
 BN0125                          SUPERSEDED SURVEY CONTROL
 BN0125
 BN0125  NGVD 29 (??/??/??)  481.99   (m)         1581.3    (f) RESET       3  
 BN0125
 BN0125.Superseded values are not recommended for survey control.
 BN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0125.See file dsdata.txt to determine how the superseded data were derived.
 BN0125
 BN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU147436(NAD 83)
 BN0125_MARKER: DB = BENCH MARK DISK
 BN0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0125_STAMPING: R 81 1931 RESET 1953
 BN0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0125+STABILITY: SURFACE MOTION
 BN0125
 BN0125  HISTORY     - Date     Condition        Report By
 BN0125  HISTORY     - 1953     MONUMENTED       CGS
 BN0125  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0125  HISTORY     - 19930721 MARK NOT FOUND   USPSQD
 BN0125
 BN0125                          STATION DESCRIPTION
 BN0125
 BN0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0125'3.9 MI SE FROM FREDERICKSBURG.
 BN0125'2.5 MILES EAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH U.S.
 BN0125'HIGHWAY 87 AT FREDERICKSBURG, THENCE 1.3 MILES SOUTHEAST ALONG AN
 BN0125'OILED ROAD, THENCE 0.1 MILE WEST ALONG A PRIVATE ROAD, AT THE CITY
 BN0125'WATER WELLS, 0.1 MILE EAST OF A RANCH HOUSE, 41 FEET SOUTH OF THE
 BN0125'CENTER LINE OF A PRIVATE ROAD LEADING WEST TO THE RANCH HOUSE, 2.7
 BN0125'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE PUMP HOUSE AT THE MOST
 BN0125'NORTHEASTERLY ONE OF THREE WELLS, SET IN THE TOP OF A CONCRETE POST
 BN0125'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BN0125
 BN0125                          STATION RECOVERY (1982)
 BN0125
 BN0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0125'NOT SEARCHED FOR, INACCESSIBLE.
 BN0125
 BN0125                          STATION RECOVERY (1993)
 BN0125
 BN0125'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4315 ***********************************************************************
 AW4315  DESIGNATION -  R 810
 AW4315  PID         -  AW4315
 AW4315  STATE/COUNTY-  TX/WHARTON
 AW4315  USGS QUAD   -  BOLING (1980)
 AW4315
 AW4315                         *CURRENT SURVEY CONTROL
 AW4315  ___________________________________________________________________
 AW4315* NAD 83(1986)-  29 17 33.     (N)    095 57 29.     (W)     SCALED    
 AW4315* NAVD 88     -        24.28   (+/-2cm)      79.7    (feet)  VERTCON   
 AW4315  ___________________________________________________________________
 AW4315  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW4315
 AW4315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4315
 AW4315.The horizontal coordinates were scaled from a topographic map and have
 AW4315.an estimated accuracy of +/- 6 seconds.
 AW4315
 AW4315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4315.The vertical order pertains to the NGVD 29 superseded value.
 AW4315
 AW4315.The geoid height was determined by GEOID03.
 AW4315
 AW4315;                    North         East    Units  Estimated Accuracy
 AW4315;SPC TXSC     - 4,165,560.      895,490.      MT  (+/- 180 meters Scaled)
 AW4315
 AW4315                          SUPERSEDED SURVEY CONTROL
 AW4315
 AW4315  NGVD 29 (??/??/92)   24.280  (m)           79.66   (f) ADJ UNCH    2 0
 AW4315
 AW4315.Superseded values are not recommended for survey control.
 AW4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4315.See file dsdata.txt to determine how the superseded data were derived.
 AW4315
 AW4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN126440(NAD 83)
 AW4315_MARKER: DB = BENCH MARK DISK
 AW4315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4315_STAMPING: R 810 1943
 AW4315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4315+STABILITY: SURFACE MOTION
 AW4315
 AW4315  HISTORY     - Date     Condition        Report By
 AW4315  HISTORY     - 1943     MONUMENTED       CGS
 AW4315  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4315
 AW4315                          STATION DESCRIPTION
 AW4315
 AW4315'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4315'1.05 MI N FROM IAGO.
 AW4315'TO REACH FROM THE IAGO FEDERATED CHURCH AT IAGO, PROCEED 1.05 MILE
 AW4315'NORTHERLY ALONG A SHELL ROAD TO THE NORTHEAST CORNER OF A GRASS
 AW4315'PASTURE AND SITE OF BENCH MARK.  BENCH MARK IS AT THE NORTHEAST CORNER
 AW4315'OF A GRASS PASTURE.  IT IS 90.0 YARDS SOUTH OF AND ACROSS THE ROAD
 AW4315'FROM A FRAME FARM HOUSE, 41.5 FEET WEST OF AND ABOUT 1.5 FOOT BELOW
 AW4315'THE CENTERLINE OF THE ROAD, 0.7 FOOT WEST OF THE WEST RIGHT-OF-WAY
 AW4315'FENCE.  MONUMENT IS 2.4 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARER
 AW4315'POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND, AND SET IN A CONCRETE
 AW4315'POST.  NOTE-- 4.0 MILES NORTH OF IAGO.
 AW4315
 AW4315                          STATION RECOVERY (1988)
 AW4315
 AW4315'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW4315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4230 ***********************************************************************
 AW4230  DESIGNATION -  R 811
 AW4230  PID         -  AW4230
 AW4230  STATE/COUNTY-  TX/FORT BEND
 AW4230  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4230
 AW4230                         *CURRENT SURVEY CONTROL
 AW4230  ___________________________________________________________________
 AW4230* NAD 83(1986)-  29 25 23.     (N)    095 41 51.     (W)     SCALED    
 AW4230* NAVD 88     -        21.27   (+/-2cm)      69.8    (feet)  VERTCON   
 AW4230  ___________________________________________________________________
 AW4230  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW4230
 AW4230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4230
 AW4230.The horizontal coordinates were scaled from a topographic map and have
 AW4230.an estimated accuracy of +/- 6 seconds.
 AW4230
 AW4230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4230.The vertical order pertains to the NGVD 29 superseded value.
 AW4230
 AW4230.The geoid height was determined by GEOID03.
 AW4230
 AW4230;                    North         East    Units  Estimated Accuracy
 AW4230;SPC TXSC     - 4,180,710.      920,390.      MT  (+/- 180 meters Scaled)
 AW4230
 AW4230                          SUPERSEDED SURVEY CONTROL
 AW4230
 AW4230  NGVD 29 (??/??/92)   21.265  (m)           69.77   (f) ADJ UNCH    2 0
 AW4230
 AW4230.Superseded values are not recommended for survey control.
 AW4230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4230.See file dsdata.txt to determine how the superseded data were derived.
 AW4230
 AW4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN382578(NAD 83)
 AW4230_MARKER: DB = BENCH MARK DISK
 AW4230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4230_STAMPING: R 811 1943
 AW4230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4230+STABILITY: SURFACE MOTION
 AW4230
 AW4230  HISTORY     - Date     Condition        Report By
 AW4230  HISTORY     - 1943     MONUMENTED       CGS
 AW4230  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4230  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4230  HISTORY     - 19980103 MARK NOT FOUND   USPSQD
 AW4230  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4230
 AW4230                          STATION DESCRIPTION
 AW4230
 AW4230'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4230'7.55 MI NE FROM GUY.
 AW4230'TO REACH FROM THE SCHOOL BUILDING AT GUY, PROCEED 7.55 MILES
 AW4230'NORTHEASTERLY ALONG THE GUY - THOMPSONS ROAD TO SITE OF BENCH MARK.
 AW4230'BENCH MARK IS 0.1 MILE NORTHEAST OF AN IRRIGATION CANAL.  IT IS 35.0
 AW4230'FEET NORTHWEST OF AND ABOUT 1.5 FOOT ABOVE THE CENTERLINE OF THE ROAD,
 AW4230'4.3 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE. MONUMENT IS
 AW4230'1.7 FOOT NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AW4230'0.1 FOOT ABOVE THE GROUND, AND SET IN AND CONCRETE POST.
 AW4230
 AW4230                          STATION RECOVERY (1973)
 AW4230
 AW4230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4230'MARK NOT FOUND.
 AW4230
 AW4230                          STATION RECOVERY (1996)
 AW4230
 AW4230'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4230'MARK NOT FOUND.
 AW4230
 AW4230                          STATION RECOVERY (1998)
 AW4230
 AW4230'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4230'MARK NOT FOUND.
 AW4230
 AW4230                          STATION RECOVERY (1998)
 AW4230
 AW4230'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0093 ***********************************************************************
 AX0093  DESIGNATION -  R 812 RESET 1959
 AX0093  PID         -  AX0093
 AX0093  STATE/COUNTY-  TX/WHARTON
 AX0093  USGS QUAD   -  LISSIE (1981)
 AX0093
 AX0093                         *CURRENT SURVEY CONTROL
 AX0093  ___________________________________________________________________
 AX0093* NAD 83(1986)-  29 32 19.     (N)    096 08 56.     (W)     SCALED    
 AX0093* NAVD 88     -        40.86   (+/-2cm)     134.1    (feet)  VERTCON   
 AX0093  ___________________________________________________________________
 AX0093  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0093
 AX0093  VERT ORDER  -  THIRD (See Below)
 AX0093
 AX0093.The horizontal coordinates were scaled from a topographic map and have
 AX0093.an estimated accuracy of +/- 6 seconds.
 AX0093
 AX0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0093.The vertical order pertains to the NGVD 29 superseded value.
 AX0093
 AX0093.The geoid height was determined by GEOID03.
 AX0093
 AX0093;                    North         East    Units  Estimated Accuracy
 AX0093;SPC TXSC     - 4,192,360.      876,290.      MT  (+/- 180 meters Scaled)
 AX0093
 AX0093                          SUPERSEDED SURVEY CONTROL
 AX0093
 AX0093  NGVD 29 (??/??/??)   40.86   (m)          134.1    (f) RESET       3  
 AX0093
 AX0093.Superseded values are not recommended for survey control.
 AX0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0093.See file dsdata.txt to determine how the superseded data were derived.
 AX0093
 AX0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT763710(NAD 83)
 AX0093_MARKER: DB = BENCH MARK DISK
 AX0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0093_STAMPING: R 812 RESET 1959
 AX0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0093+STABILITY: SURFACE MOTION
 AX0093
 AX0093  HISTORY     - Date     Condition        Report By
 AX0093  HISTORY     - 1959     MONUMENTED       CGS
 AX0093  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0093
 AX0093                          STATION DESCRIPTION
 AX0093
 AX0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AX0093'5.2 MI W FROM EAST BERNARD.
 AX0093'THE MARK IS 5.1 MILES WEST OF EAST BERNARD, ALONG U.S. HIGHWAY 80A AND
 AX0093'THE T. AND N.O.R.R., AT A ROAD CROSSING.  IT IS 60 FEET NORTH OF A
 AX0093'HIGHWAY CULVERT, 30 FEET WEST OF THE CENTERLINE OF THE ROAD CROSSING,
 AX0093'2 FEET WEST OF A RIGHT-OF-WAY POST AND 6 FEET WEST OF A TELEGRAPH
 AX0093'POLE.  A STANDARD DISK STAMPED R 812 RESET 1959 IN A CONCRETE CYLINDER
 AX0093'PROJECTING ABOUT 3 INCHES.
 AX0093
 AX0093                          STATION RECOVERY (1991)
 AX0093
 AX0093'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0111 ***********************************************************************
 AX0111  DESIGNATION -  R 813 RESET 1954
 AX0111  PID         -  AX0111
 AX0111  STATE/COUNTY-  TX/WHARTON
 AX0111  USGS QUAD   -  EAST BERNARD (1980)
 AX0111
 AX0111                         *CURRENT SURVEY CONTROL
 AX0111  ___________________________________________________________________
 AX0111* NAD 83(1986)-  29 32 58.     (N)    096 04 38.     (W)     SCALED    
 AX0111* NAVD 88     -        38.24   (+/-2cm)     125.5    (feet)  VERTCON   
 AX0111  ___________________________________________________________________
 AX0111  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0111
 AX0111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0111
 AX0111.The horizontal coordinates were scaled from a topographic map and have
 AX0111.an estimated accuracy of +/- 6 seconds.
 AX0111
 AX0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0111.The vertical order pertains to the NGVD 29 superseded value.
 AX0111
 AX0111.The geoid height was determined by GEOID03.
 AX0111
 AX0111;                    North         East    Units  Estimated Accuracy
 AX0111;SPC TXSC     - 4,193,730.      883,210.      MT  (+/- 180 meters Scaled)
 AX0111
 AX0111                          SUPERSEDED SURVEY CONTROL
 AX0111
 AX0111  NGVD 29 (??/??/92)   38.235  (m)          125.44   (f) ADJ UNCH    2 0
 AX0111
 AX0111.Superseded values are not recommended for survey control.
 AX0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0111.See file dsdata.txt to determine how the superseded data were derived.
 AX0111
 AX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT832724(NAD 83)
 AX0111_MARKER: DB = BENCH MARK DISK
 AX0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0111_STAMPING: R 813 1943 RESET 1954
 AX0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0111+STABILITY: SURFACE MOTION
 AX0111
 AX0111  HISTORY     - Date     Condition        Report By
 AX0111  HISTORY     - 1954     MONUMENTED       CGS
 AX0111  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0111
 AX0111                          STATION DESCRIPTION
 AX0111
 AX0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0111'1.3 MI N FROM EAST BERNARD.
 AX0111'1.3 MILES NORTH ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 AX0111'HIGHWAY 90 A AT EAST BERNARD, 210 FEET WEST OF THE CENTER LINE OF THE
 AX0111'HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 6 FEET
 AX0111'EAST OF THE NORTH END OF A GATE, SET IN THE TOP OF A CONCRETE POST
 AX0111'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AX0111
 AX0111                          STATION RECOVERY (1991)
 AX0111
 AX0111'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0118 ***********************************************************************
 AX0118  DESIGNATION -  R 814
 AX0118  PID         -  AX0118
 AX0118  STATE/COUNTY-  TX/WHARTON
 AX0118  USGS QUAD   -  EAGLE LAKE (1981)
 AX0118
 AX0118                         *CURRENT SURVEY CONTROL
 AX0118  ___________________________________________________________________
 AX0118* NAD 83(1986)-  29 30 42.     (N)    096 15 51.     (W)     SCALED    
 AX0118* NAVD 88     -        48.38   (+/-2cm)     158.7    (feet)  VERTCON   
 AX0118  ___________________________________________________________________
 AX0118  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0118
 AX0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0118
 AX0118.The horizontal coordinates were scaled from a topographic map and have
 AX0118.an estimated accuracy of +/- 6 seconds.
 AX0118
 AX0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0118.The vertical order pertains to the NGVD 29 superseded value.
 AX0118
 AX0118.The geoid height was determined by GEOID03.
 AX0118
 AX0118;                    North         East    Units  Estimated Accuracy
 AX0118;SPC TXSC     - 4,189,110.      865,190.      MT  (+/- 180 meters Scaled)
 AX0118
 AX0118                          SUPERSEDED SURVEY CONTROL
 AX0118
 AX0118  NGVD 29 (??/??/92)   48.377  (m)          158.72   (f) ADJ UNCH    2 0
 AX0118
 AX0118.Superseded values are not recommended for survey control.
 AX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0118.See file dsdata.txt to determine how the superseded data were derived.
 AX0118
 AX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT651677(NAD 83)
 AX0118_MARKER: DB = BENCH MARK DISK
 AX0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0118_STAMPING: R 814 1943
 AX0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0118+STABILITY: SURFACE MOTION
 AX0118
 AX0118  HISTORY     - Date     Condition        Report By
 AX0118  HISTORY     - 1943     MONUMENTED       CGS
 AX0118  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0118
 AX0118                          STATION DESCRIPTION
 AX0118
 AX0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0118'4.4 MI SW FROM LISSIE.
 AX0118'4.4 MILES SOUTHWEST OF LISSIE, WHARTON COUNTY, FROM THE TEXAS AND NEW
 AX0118'ORLEANS RAILROAD STATION, 0.3 MILE EAST ALONG U.S. HIGHWAY 90 A, 4.1
 AX0118'MILES SOUTHWEST ALONG A GRAVEL ROAD, 0.3 MILE NORTHEAST OF A 20-FOOT
 AX0118'WOODEN BRIDGE ON THE ROAD, 30 FEET NORTHWEST OF THE CENTERLINE OF THE
 AX0118'ROAD, 2.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 0.4 FOOT
 AX0118'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER
 AX0118'THAN THE ROAD.  A STANDARD DISK, STAMPED R 814 1943 AND SET IN THE TOP
 AX0118'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AX0118
 AX0118                          STATION RECOVERY (1991)
 AX0118
 AX0118'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1044 ***********************************************************************
 AX1044  DESIGNATION -  R 815
 AX1044  PID         -  AX1044
 AX1044  STATE/COUNTY-  TX/COLORADO
 AX1044  USGS QUAD   -  COLUMBUS (1981)
 AX1044
 AX1044                         *CURRENT SURVEY CONTROL
 AX1044  ___________________________________________________________________
 AX1044* NAD 83(1986)-  29 42 15.     (N)    096 31 31.     (W)     SCALED    
 AX1044* NAVD 88     -        61.44   (+/-2cm)     201.6    (feet)  VERTCON   
 AX1044  ___________________________________________________________________
 AX1044  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1044
 AX1044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1044
 AX1044.The horizontal coordinates were scaled from a topographic map and have
 AX1044.an estimated accuracy of +/- 6 seconds.
 AX1044
 AX1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1044.The vertical order pertains to the NGVD 29 superseded value.
 AX1044
 AX1044.The geoid height was determined by GEOID03.
 AX1044
 AX1044;                    North         East    Units  Estimated Accuracy
 AX1044;SPC TXSC     - 4,209,870.      839,440.      MT  (+/- 180 meters Scaled)
 AX1044
 AX1044                          SUPERSEDED SURVEY CONTROL
 AX1044
 AX1044  NGVD 29 (??/??/92)   61.420  (m)          201.51   (f) ADJ UNCH    2 0
 AX1044
 AX1044.Superseded values are not recommended for survey control.
 AX1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1044.See file dsdata.txt to determine how the superseded data were derived.
 AX1044
 AX1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT394885(NAD 83)
 AX1044_MARKER: DB = BENCH MARK DISK
 AX1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1044_SP_SET: ABUTMENT
 AX1044_STAMPING: R 815 1943
 AX1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1044+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1044
 AX1044  HISTORY     - Date     Condition        Report By
 AX1044  HISTORY     - 1943     MONUMENTED       CGS
 AX1044  HISTORY     - 1987     GOOD             USPSQD
 AX1044  HISTORY     - 20040318 GOOD             USPSQD
 AX1044  HISTORY     - 20050318 GOOD             USPSQD
 AX1044
 AX1044                          STATION DESCRIPTION
 AX1044
 AX1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1044'0.8 MI E FROM COLUMBUS.
 AX1044'0.8 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AX1044'COLUMBUS, COLORADO COUNTY, OPPOSITE THE EAST END OF CRESTLE 83.45, 126
 AX1044'YARDS SOUTH OF THE CENTERLINE OF THE TRACK, ON U.S. HIGHWAY 90, AT A
 AX1044'CONCRETE BRIDGE, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, 17
 AX1044'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 AX1044'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED R 815 1943.
 AX1044
 AX1044                          STATION RECOVERY (1987)
 AX1044
 AX1044'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX1044'RECOVERED IN GOOD CONDITION.
 AX1044
 AX1044                          STATION RECOVERY (2004)
 AX1044
 AX1044'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1044'RECOVERED IN GOOD CONDITION.
 AX1044
 AX1044                          STATION RECOVERY (2005)
 AX1044
 AX1044'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1176 ***********************************************************************
 AX1176  DESIGNATION -  R 817
 AX1176  PID         -  AX1176
 AX1176  STATE/COUNTY-  TX/COLORADO
 AX1176  USGS QUAD   -  FRELSBURG (1981)
 AX1176
 AX1176                         *CURRENT SURVEY CONTROL
 AX1176  ___________________________________________________________________
 AX1176* NAD 83(1986)-  29 49 21.     (N)    096 32 15.     (W)     SCALED    
 AX1176* NAVD 88     -       101.34   (+/-2cm)     332.5    (feet)  VERTCON   
 AX1176  ___________________________________________________________________
 AX1176  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1176
 AX1176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1176
 AX1176.The horizontal coordinates were scaled from a topographic map and have
 AX1176.an estimated accuracy of +/- 6 seconds.
 AX1176
 AX1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1176.The vertical order pertains to the NGVD 29 superseded value.
 AX1176
 AX1176.The geoid height was determined by GEOID03.
 AX1176
 AX1176;                    North         East    Units  Estimated Accuracy
 AX1176;SPC TXSC     - 4,222,960.      837,980.      MT  (+/- 180 meters Scaled)
 AX1176
 AX1176                          SUPERSEDED SURVEY CONTROL
 AX1176
 AX1176  NGVD 29 (??/??/92)  101.308  (m)          332.37   (f) ADJ UNCH    2 0
 AX1176
 AX1176.Superseded values are not recommended for survey control.
 AX1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1176.See file dsdata.txt to determine how the superseded data were derived.
 AX1176
 AX1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU379016(NAD 83)
 AX1176_MARKER: DB = BENCH MARK DISK
 AX1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1176_STAMPING: R 817 1943
 AX1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1176+STABILITY: SURFACE MOTION
 AX1176
 AX1176  HISTORY     - Date     Condition        Report By
 AX1176  HISTORY     - 1943     MONUMENTED       CGS
 AX1176  HISTORY     - 1952     GOOD             NGS
 AX1176  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1176  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1176  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1176
 AX1176                          STATION DESCRIPTION
 AX1176
 AX1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AX1176'3.5 MI S FROM FRELSBURG.
 AX1176'3.5 MILES SOUTH ALONG A PAVED ROAD FROM THE FOUR CORNERS AT FRELSBURG,
 AX1176'39.3 FEET EAST OF THE CENTERLINE OF THE ROAD, 9.2 FEET SOUTH OF REA
 AX1176'CO-OP POLE A-125, 0.3 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE, 2.2
 AX1176'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN
 AX1176'THE ROAD.
 AX1176
 AX1176                          STATION RECOVERY (1987)
 AX1176
 AX1176'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AX1176'MARK NOT FOUND.
 AX1176
 AX1176                          STATION RECOVERY (1991)
 AX1176
 AX1176'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJG)
 AX1176'MARK NOT FOUND.
 AX1176
 AX1176                          STATION RECOVERY (2004)
 AX1176
 AX1176'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1107 ***********************************************************************
 AX1107  DESIGNATION -  R 818
 AX1107  PID         -  AX1107
 AX1107  STATE/COUNTY-  TX/COLORADO
 AX1107  USGS QUAD   -  BORDEN (1981)
 AX1107
 AX1107                         *CURRENT SURVEY CONTROL
 AX1107  ___________________________________________________________________
 AX1107* NAD 83(1986)-  29 41 29.     (N)    096 39 46.     (W)     SCALED    
 AX1107* NAVD 88     -        89.98   (+/-2cm)     295.2    (feet)  VERTCON   
 AX1107  ___________________________________________________________________
 AX1107  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1107
 AX1107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1107
 AX1107.The horizontal coordinates were scaled from a topographic map and have
 AX1107.an estimated accuracy of +/- 6 seconds.
 AX1107
 AX1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1107.The vertical order pertains to the NGVD 29 superseded value.
 AX1107
 AX1107.The geoid height was determined by GEOID03.
 AX1107
 AX1107;                    North         East    Units  Estimated Accuracy
 AX1107;SPC TXSC     - 4,208,180.      826,160.      MT  (+/- 180 meters Scaled)
 AX1107
 AX1107                          SUPERSEDED SURVEY CONTROL
 AX1107
 AX1107  NGVD 29 (??/??/92)   89.950  (m)          295.11   (f) ADJ UNCH    2 0
 AX1107
 AX1107.Superseded values are not recommended for survey control.
 AX1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1107.See file dsdata.txt to determine how the superseded data were derived.
 AX1107
 AX1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT261868(NAD 83)
 AX1107_MARKER: DB = BENCH MARK DISK
 AX1107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1107_SP_SET: CULVERT
 AX1107_STAMPING: R 818 1943
 AX1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1107+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1107
 AX1107  HISTORY     - Date     Condition        Report By
 AX1107  HISTORY     - 1943     MONUMENTED       CGS
 AX1107  HISTORY     - 1987     GOOD             USPSQD
 AX1107  HISTORY     - 1987     GOOD             USPSQD
 AX1107  HISTORY     - 19970608 GOOD             USPSQD
 AX1107  HISTORY     - 20020727 GOOD             USPSQD
 AX1107  HISTORY     - 20040318 GOOD             USPSQD
 AX1107  HISTORY     - 20050318 GOOD             USPSQD
 AX1107
 AX1107                          STATION DESCRIPTION
 AX1107
 AX1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1107'4.85 MI W FROM GLIDDEN.
 AX1107'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1107'STATION AT GLIDDEN, PROCEED 4.85 MILES WESTERLY ALONG U.S. HIGHWAY NO.
 AX1107'90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1107'HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 5X7
 AX1107'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 21.2 FEET SOUTH OF
 AX1107'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1107
 AX1107                          STATION RECOVERY (1987)
 AX1107
 AX1107'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1107'RECOVERED IN GOOD CONDITION.
 AX1107
 AX1107                          STATION RECOVERY (1987)
 AX1107
 AX1107'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1107'RECOVERED IN GOOD CONDITION.
 AX1107
 AX1107                          STATION RECOVERY (1997)
 AX1107
 AX1107'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1107'RECOVERED IN GOOD CONDITION.
 AX1107
 AX1107                          STATION RECOVERY (2002)
 AX1107
 AX1107'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1107'RECOVERED IN GOOD CONDITION.
 AX1107
 AX1107                          STATION RECOVERY (2004)
 AX1107
 AX1107'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1107'RECOVERED IN GOOD CONDITION.
 AX1107
 AX1107                          STATION RECOVERY (2005)
 AX1107
 AX1107'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1078 ***********************************************************************
 AX1078  DESIGNATION -  R 819
 AX1078  PID         -  AX1078
 AX1078  STATE/COUNTY-  TX/FAYETTE
 AX1078  USGS QUAD   -  SCHULENBURG (1981)
 AX1078
 AX1078                         *CURRENT SURVEY CONTROL
 AX1078  ___________________________________________________________________
 AX1078* NAD 83(1986)-  29 40 53.     (N)    096 59 59.     (W)     SCALED    
 AX1078* NAVD 88     -       108.53   (+/-2cm)     356.1    (feet)  VERTCON   
 AX1078  ___________________________________________________________________
 AX1078  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AX1078
 AX1078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1078
 AX1078.The horizontal coordinates were scaled from a topographic map and have
 AX1078.an estimated accuracy of +/- 6 seconds.
 AX1078
 AX1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1078.The vertical order pertains to the NGVD 29 superseded value.
 AX1078
 AX1078.The geoid height was determined by GEOID03.
 AX1078
 AX1078;                    North         East    Units  Estimated Accuracy
 AX1078;SPC TXSC     - 4,206,470.      793,580.      MT  (+/- 180 meters Scaled)
 AX1078
 AX1078                          SUPERSEDED SURVEY CONTROL
 AX1078
 AX1078  NGVD 29 (??/??/92)  108.491  (m)          355.94   (f) ADJ UNCH    2 0
 AX1078
 AX1078.Superseded values are not recommended for survey control.
 AX1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1078.See file dsdata.txt to determine how the superseded data were derived.
 AX1078
 AX1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT935851(NAD 83)
 AX1078_MARKER: DB = BENCH MARK DISK
 AX1078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1078_SP_SET: CULVERT
 AX1078_STAMPING: R 819 1943
 AX1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1078+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1078
 AX1078  HISTORY     - Date     Condition        Report By
 AX1078  HISTORY     - 1943     MONUMENTED       CGS
 AX1078  HISTORY     - 1970     GOOD             TXHD
 AX1078  HISTORY     - 1987     POOR             USPSQD
 AX1078  HISTORY     - 1987     GOOD             USPSQD
 AX1078  HISTORY     - 1990     GOOD             USPSQD
 AX1078  HISTORY     - 19970608 GOOD             USPSQD
 AX1078  HISTORY     - 20020812 GOOD             USPSQD
 AX1078  HISTORY     - 20050318 GOOD             USPSQD
 AX1078
 AX1078                          STATION DESCRIPTION
 AX1078
 AX1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1078'6.15 MI W FROM SCHULENBURG.
 AX1078'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY NO.
 AX1078'77 AT SCHULENBURG, PROCEED 6.15 MILES WESTERLY ALONG U.S. HIGHWAY NO.
 AX1078'90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1078'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 AX1078'6X12 FOOT DOUBLE CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 21.9
 AX1078'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX1078'HIGHWAY.
 AX1078
 AX1078                          STATION RECOVERY (1970)
 AX1078
 AX1078'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1078'RECOVERED IN GOOD CONDITION.
 AX1078
 AX1078                          STATION RECOVERY (1987)
 AX1078
 AX1078'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1078'MARK RECOVERED IN POOR CONDITION.
 AX1078
 AX1078                          STATION RECOVERY (1987)
 AX1078
 AX1078'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1078'RECOVERED IN GOOD CONDITION.
 AX1078
 AX1078                          STATION RECOVERY (1990)
 AX1078
 AX1078'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1078'RECOVERED IN GOOD CONDITION.
 AX1078
 AX1078                          STATION RECOVERY (1997)
 AX1078
 AX1078'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1078'RECOVERED IN GOOD CONDITION.
 AX1078
 AX1078                          STATION RECOVERY (2002)
 AX1078
 AX1078'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1078'RECOVERED IN GOOD CONDITION.
 AX1078
 AX1078                          STATION RECOVERY (2005)
 AX1078
 AX1078'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0937 ***********************************************************************
 AY0937  DESIGNATION -  R 82
 AY0937  PID         -  AY0937
 AY0937  STATE/COUNTY-  TX/BEXAR
 AY0937  USGS QUAD   -  VAN RAUB (1991)
 AY0937
 AY0937                         *CURRENT SURVEY CONTROL
 AY0937  ___________________________________________________________________
 AY0937* NAD 83(1986)-  29 42 25.     (N)    098 38 55.     (W)     SCALED    
 AY0937* NAVD 88     -       386.990  (meters)    1269.65   (feet)  ADJUSTED  
 AY0937  ___________________________________________________________________
 AY0937  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AY0937  DYNAMIC HT  -         386.426 (meters)    1267.80  (feet)  COMP
 AY0937  MODELED GRAV-     979,173.0   (mgal)                       NAVD 88
 AY0937
 AY0937  VERT ORDER  -  FIRST     CLASS II
 AY0937
 AY0937.The horizontal coordinates were scaled from a topographic map and have
 AY0937.an estimated accuracy of +/- 6 seconds.
 AY0937
 AY0937.The orthometric height was determined by differential leveling
 AY0937.and adjusted by the National Geodetic Survey in June 1991..
 AY0937
 AY0937.The geoid height was determined by GEOID03.
 AY0937
 AY0937.The dynamic height is computed by dividing the NAVD 88
 AY0937.geopotential number by the normal gravity value computed on the
 AY0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0937.degrees latitude (g = 980.6199 gals.).
 AY0937
 AY0937.The modeled gravity was interpolated from observed gravity values.
 AY0937
 AY0937;                    North         East    Units  Estimated Accuracy
 AY0937;SPC TXSC     - 4,207,700.      634,000.      MT  (+/- 180 meters Scaled)
 AY0937
 AY0937                          SUPERSEDED SURVEY CONTROL
 AY0937
 AY0937  NGVD 29 (??/??/92)  386.895  (m)         1269.34   (f) ADJ UNCH    1 2
 AY0937
 AY0937.Superseded values are not recommended for survey control.
 AY0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0937.See file dsdata.txt to determine how the superseded data were derived.
 AY0937
 AY0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT339863(NAD 83)
 AY0937_MARKER: DB = BENCH MARK DISK
 AY0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0937_STAMPING: R 82 1931
 AY0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0937+STABILITY: SURFACE MOTION
 AY0937
 AY0937  HISTORY     - Date     Condition        Report By
 AY0937  HISTORY     - 1931     MONUMENTED       CGS
 AY0937  HISTORY     - 1953     GOOD             NGS
 AY0937  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0937  HISTORY     - 19860901 GOOD             USGS
 AY0937
 AY0937                          STATION DESCRIPTION
 AY0937
 AY0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0937'7.9 MI SE FROM BOERNE.
 AY0937'7.9 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0937'STATION AT BOERNE, 0.4 MILE NORTH OF MILEPOST 261, AT A PRIVATE ROAD
 AY0937'CROSSING, 40 FEET WEST OF THE WEST RAIL, 36 FEET EAST OF THE CENTER
 AY0937'LINE OF A ROAD, 69 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 30
 AY0937'FEET SOUTH OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST
 AY0937'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0937
 AY0937                          STATION RECOVERY (1982)
 AY0937
 AY0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0937'NOT SEARCHED FOR, RAILROAD HAS BEEN ABANDONED AND IS NOW INACCESSIBLE.
 AY0937'LEVEL LINE REROUTED.
 AY0937
 AY0937                          STATION RECOVERY (1986)
 AY0937
 AY0937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2212 ***********************************************************************
 AX2212  DESIGNATION -  R 821
 AX2212  PID         -  AX2212
 AX2212  STATE/COUNTY-  TX/CALDWELL
 AX2212  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2212
 AX2212                         *CURRENT SURVEY CONTROL
 AX2212  ___________________________________________________________________
 AX2212* NAD 83(1986)-  29 49 22.     (N)    097 40 21.     (W)     SCALED    
 AX2212* NAVD 88     -       142.17   (+/-2cm)     466.4    (feet)  VERTCON   
 AX2212  ___________________________________________________________________
 AX2212  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2212
 AX2212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2212
 AX2212.The horizontal coordinates were scaled from a topographic map and have
 AX2212.an estimated accuracy of +/- 6 seconds.
 AX2212
 AX2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2212.The vertical order pertains to the NGVD 29 superseded value.
 AX2212
 AX2212.The geoid height was determined by GEOID03.
 AX2212
 AX2212;                    North         East    Units  Estimated Accuracy
 AX2212;SPC TXSC     - 4,221,210.      728,300.      MT  (+/- 180 meters Scaled)
 AX2212
 AX2212                          SUPERSEDED SURVEY CONTROL
 AX2212
 AX2212  NGVD 29 (??/??/92)  142.09   (m)          466.2    (f) COMPUTED    2 0
 AX2212
 AX2212.Superseded values are not recommended for survey control.
 AX2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2212.See file dsdata.txt to determine how the superseded data were derived.
 AX2212
 AX2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT282998(NAD 83)
 AX2212_MARKER: DB = BENCH MARK DISK
 AX2212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2212_SP_SET: CULVERT
 AX2212_STAMPING: R 821 1943
 AX2212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2212
 AX2212  HISTORY     - Date     Condition        Report By
 AX2212  HISTORY     - 1943     MONUMENTED       CGS
 AX2212  HISTORY     - 19930808 GOOD             USPSQD
 AX2212  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2212  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2212
 AX2212                          STATION DESCRIPTION
 AX2212
 AX2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2212'4.2 MI S FROM LOCKHART.
 AX2212'TO REACH FROM THE COURT HOUSE AT LOCKHART, PROCEED SOUTHERLY ON STATE
 AX2212'HIGHWAY NUMBER 29 AND GO 4.2 MILES TO A LARGE CONCRETE CULVERT NEAR A
 AX2212'HISTORICAL MARKER AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX2212'HORIZONTALLY IN TOP OF THE NORTH END OF THE EAST HEADWALL OF THE
 AX2212'CULVERT, IT IS 18 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AX2212'OF THE HIGHWAY.
 AX2212
 AX2212                          STATION RECOVERY (1993)
 AX2212
 AX2212'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2212'RECOVERED IN GOOD CONDITION.
 AX2212
 AX2212                          STATION RECOVERY (1999)
 AX2212
 AX2212'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2212'MARK NOT FOUND.
 AX2212
 AX2212                          STATION RECOVERY (2003)
 AX2212
 AX2212'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2213 ***********************************************************************
 AX2213  DESIGNATION -  R 821 RESET 1947
 AX2213  PID         -  AX2213
 AX2213  STATE/COUNTY-  TX/CALDWELL
 AX2213  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2213
 AX2213                         *CURRENT SURVEY CONTROL
 AX2213  ___________________________________________________________________
 AX2213* NAD 83(1986)-  29 49 22.     (N)    097 40 21.     (W)     SCALED    
 AX2213* NAVD 88     -       141.95   (+/-2cm)     465.7    (feet)  VERTCON   
 AX2213  ___________________________________________________________________
 AX2213  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2213
 AX2213  VERT ORDER  -  THIRD (See Below)
 AX2213
 AX2213.The horizontal coordinates were scaled from a topographic map and have
 AX2213.an estimated accuracy of +/- 6 seconds.
 AX2213
 AX2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2213.The vertical order pertains to the NGVD 29 superseded value.
 AX2213
 AX2213.The geoid height was determined by GEOID03.
 AX2213
 AX2213;                    North         East    Units  Estimated Accuracy
 AX2213;SPC TXSC     - 4,221,210.      728,300.      MT  (+/- 180 meters Scaled)
 AX2213
 AX2213                          SUPERSEDED SURVEY CONTROL
 AX2213
 AX2213  NGVD 29 (??/??/??)  141.88   (m)          465.5    (f) RESET       3  
 AX2213
 AX2213.Superseded values are not recommended for survey control.
 AX2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2213.See file dsdata.txt to determine how the superseded data were derived.
 AX2213
 AX2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT282998(NAD 83)
 AX2213_MARKER: DB = BENCH MARK DISK
 AX2213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2213_SP_SET: CULVERT
 AX2213_STAMPING: R 821 RESET 1947
 AX2213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2213+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2213
 AX2213  HISTORY     - Date     Condition        Report By
 AX2213  HISTORY     - 1947     MONUMENTED       TXHD
 AX2213  HISTORY     - 1959     GOOD             DOD
 AX2213  HISTORY     - 1988     GOOD             USPSQD
 AX2213  HISTORY     - 19930808 GOOD             USPSQD
 AX2213  HISTORY     - 19990925 GOOD             USPSQD
 AX2213  HISTORY     - 20030517 GOOD             USPSQD
 AX2213  HISTORY     - 20050222 GOOD             USPSQD
 AX2213
 AX2213                          STATION DESCRIPTION
 AX2213
 AX2213'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2213'4.2 MI S FROM LOCKHART.
 AX2213'4.2 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 AX2213'LOCKHART, CALDWELL COUNTY, AT SURVEY STATION 228+79, AT A CONCRETE
 AX2213'CULVERT, IN THE TOP OF THE EAST HEADWALL, AND 25 FEET EAST-SOUTHEAST
 AX2213'OF THE CENTERLINE OF THE HIGHWAY.  NOTE-- THE MARK IS 97 FEET
 AX2213'SOUTHEAST OF THE SOUTHEAST EDGE OF A LONE TREE (BUSH), 68 FEET
 AX2213'SOUTH-SOUTHWEST OF THE SOUTH EDGE OF A LONE TREE, AND 21 FEET NORTH OF
 AX2213'THE NORTH EDGE OF ANOTHER TREE.
 AX2213
 AX2213                          STATION RECOVERY (1988)
 AX2213
 AX2213'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2213'RECOVERED IN GOOD CONDITION.
 AX2213
 AX2213                          STATION RECOVERY (1993)
 AX2213
 AX2213'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2213'RECOVERED IN GOOD CONDITION.
 AX2213
 AX2213                          STATION RECOVERY (1999)
 AX2213
 AX2213'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2213'RECOVERED IN GOOD CONDITION.
 AX2213
 AX2213                          STATION RECOVERY (2003)
 AX2213
 AX2213'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2213'RECOVERED IN GOOD CONDITION.
 AX2213
 AX2213                          STATION RECOVERY (2005)
 AX2213
 AX2213'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2821 ***********************************************************************
 AX2821  DESIGNATION -  R 823 RESET
 AX2821  PID         -  AX2821
 AX2821  STATE/COUNTY-  TX/BASTROP
 AX2821  USGS QUAD   -  TOGO (1981)
 AX2821
 AX2821                         *CURRENT SURVEY CONTROL
 AX2821  ___________________________________________________________________
 AX2821* NAD 83(1986)-  29 54 05.     (N)    097 12 49.     (W)     SCALED    
 AX2821* NAVD 88     -       137.30   (+/-2cm)     450.5    (feet)  VERTCON   
 AX2821  ___________________________________________________________________
 AX2821  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AX2821
 AX2821  VERT ORDER  -  THIRD (See Below)
 AX2821
 AX2821.The horizontal coordinates were scaled from a topographic map and have
 AX2821.an estimated accuracy of +/- 6 seconds.
 AX2821
 AX2821.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2821.The vertical order pertains to the NGVD 29 superseded value.
 AX2821
 AX2821.The geoid height was determined by GEOID03.
 AX2821
 AX2821;                    North         East    Units  Estimated Accuracy
 AX2821;SPC TX C     - 3,030,250.    1,001,290.      MT  (+/- 180 meters Scaled)
 AX2821
 AX2821                          SUPERSEDED SURVEY CONTROL
 AX2821
 AX2821  NGVD 29 (01/29/03)  137.25   (m)          450.3    (f) RESET       3  
 AX2821
 AX2821.Superseded values are not recommended for survey control.
 AX2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2821.See file dsdata.txt to determine how the superseded data were derived.
 AX2821
 AX2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU724091(NAD 83)
 AX2821_MARKER: DB = BENCH MARK DISK
 AX2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2821_SP_SET: CONCRETE POST
 AX2821_STAMPING: R 823 RESET 1982
 AX2821_MARK LOGO: NGS   
 AX2821_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2821+STABILITY: SURFACE MOTION
 AX2821
 AX2821  HISTORY     - Date     Condition        Report By
 AX2821  HISTORY     - 1982     MONUMENTED       NGS
 AX2821
 AX2821                          STATION DESCRIPTION
 AX2821
 AX2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AX2821'5.1 MI (8.2 KM) EAST ALONG FARM ROAD 535 FROM THE ROSANKY POST OFFICE
 AX2821'TO A SIDE ROAD RIGHT. TURN RIGHT ON PAVED ROAD AND GO SOUTHERLY FOR
 AX2821'3.8 MI (6.1 KM) TO THE COMMUNITY OF KOVAR AND A CATHOLIC CHURCH AT A
 AX2821'POINT WHERE THE ROAD TURNS EAST AND THE MARK IN THE NORTHWEST CORNER
 AX2821'OF THE CHURCH YARD, 49.0 FT (14.9 M) SOUTH OF THE CENTER OF THE PAVED
 AX2821'ROAD, 46.0 FT (14.0 M) EAST OF CENTER OF A DIRT ROAD, 2.2 FT (0.7 M)
 AX2821'WEST OF A POWER POLE AND 1.3 FT (0.4 M) SOUTHWEST OF A METAL WITNESS
 AX2821'POST, IN TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1452 ***********************************************************************
 AX1452  DESIGNATION -  R 824
 AX1452  PID         -  AX1452
 AX1452  STATE/COUNTY-  TX/FAYETTE
 AX1452  USGS QUAD   -  CISTERN (1981)
 AX1452
 AX1452                         *CURRENT SURVEY CONTROL
 AX1452  ___________________________________________________________________
 AX1452* NAD 83(1986)-  29 50 09.     (N)    097 07 50.     (W)     SCALED    
 AX1452* NAVD 88     -       118.11   (+/-2cm)     387.5    (feet)  VERTCON   
 AX1452  ___________________________________________________________________
 AX1452  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AX1452
 AX1452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1452
 AX1452.The horizontal coordinates were scaled from a topographic map and have
 AX1452.an estimated accuracy of +/- 6 seconds.
 AX1452
 AX1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1452.The vertical order pertains to the NGVD 29 superseded value.
 AX1452
 AX1452.The geoid height was determined by GEOID03.
 AX1452
 AX1452;                    North         East    Units  Estimated Accuracy
 AX1452;SPC TXSC     - 4,223,380.      780,650.      MT  (+/- 180 meters Scaled)
 AX1452
 AX1452                          SUPERSEDED SURVEY CONTROL
 AX1452
 AX1452  NGVD 29 (??/??/92)  118.065  (m)          387.35   (f) ADJ UNCH    2 0
 AX1452
 AX1452.Superseded values are not recommended for survey control.
 AX1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1452.See file dsdata.txt to determine how the superseded data were derived.
 AX1452
 AX1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU806020(NAD 83)
 AX1452_MARKER: DB = BENCH MARK DISK
 AX1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1452_STAMPING: R 824 1943
 AX1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1452+STABILITY: SURFACE MOTION
 AX1452
 AX1452  HISTORY     - Date     Condition        Report By
 AX1452  HISTORY     - 1943     MONUMENTED       CGS
 AX1452  HISTORY     - 1964     GOOD             USGS
 AX1452  HISTORY     - 19910608 GOOD             USPSQD
 AX1452
 AX1452                          STATION DESCRIPTION
 AX1452
 AX1452'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX1452'4.2 MI NW FROM MULDOON.
 AX1452'4.2 MILES NORTHWEST ALONG FARM-TO-MARKET HIGHWAY 2237 FROM THE
 AX1452'INTERSECTION OF FARM-TO-MARKET HIGHWAY 154 AT MULDOON, FAYETTE COUNTY,
 AX1452'0.2 MILE NORTHEAST OF A T-ROAD JUNCTION, 25 FEET NORTH OF THE
 AX1452'CENTERLINE OF AN OLD ROAD, 95 FEET NORTH OF THE CENTERLINE OF THE
 AX1452'HIGHWAY, 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 6 FEET LOWER THAN
 AX1452'HIGHWAY.  A STANDARD DISK, STAMPED R 824 1943 AND SET IN THE TOP OF A
 AX1452'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AX1452
 AX1452                          STATION RECOVERY (1991)
 AX1452
 AX1452'RECOVERY NOTE BY US POWER SQUADRON 1991 (ARC)
 AX1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1282 ***********************************************************************
 AX1282  DESIGNATION -  R 825
 AX1282  PID         -  AX1282
 AX1282  STATE/COUNTY-  TX/FAYETTE
 AX1282  USGS QUAD   -  FLATONIA (1981)
 AX1282
 AX1282                         *CURRENT SURVEY CONTROL
 AX1282  ___________________________________________________________________
 AX1282* NAD 83(1986)-  29 41 18.     (N)    097 06 53.     (W)     SCALED    
 AX1282* NAVD 88     -       138.39   (+/-2cm)     454.0    (feet)  VERTCON   
 AX1282  ___________________________________________________________________
 AX1282  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AX1282
 AX1282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1282
 AX1282.The horizontal coordinates were scaled from a topographic map and have
 AX1282.an estimated accuracy of +/- 6 seconds.
 AX1282
 AX1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1282.The vertical order pertains to the NGVD 29 superseded value.
 AX1282
 AX1282.The geoid height was determined by GEOID03.
 AX1282
 AX1282;                    North         East    Units  Estimated Accuracy
 AX1282;SPC TXSC     - 4,207,060.      782,440.      MT  (+/- 180 meters Scaled)
 AX1282
 AX1282                          SUPERSEDED SURVEY CONTROL
 AX1282
 AX1282  NGVD 29 (??/??/92)  138.348  (m)          453.90   (f) ADJ UNCH    2 0
 AX1282
 AX1282.Superseded values are not recommended for survey control.
 AX1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1282.See file dsdata.txt to determine how the superseded data were derived.
 AX1282
 AX1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT824857(NAD 83)
 AX1282_MARKER: DB = BENCH MARK DISK
 AX1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1282_SP_SET: BRIDGE
 AX1282_STAMPING: R 825 1943
 AX1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1282+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1282
 AX1282  HISTORY     - Date     Condition        Report By
 AX1282  HISTORY     - 1943     MONUMENTED       CGS
 AX1282  HISTORY     - 1988     GOOD             USPSQD
 AX1282  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1282  HISTORY     - 20020523 GOOD             USPSQD
 AX1282  HISTORY     - 20050318 GOOD             USPSQD
 AX1282
 AX1282                          STATION DESCRIPTION
 AX1282
 AX1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1282'IN FLATONIA.
 AX1282'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTHWEST CORNER OF THE
 AX1282'RAILROAD BRIDGE OVER U. S. HIGHWAY NUMBER 90, IT IS ABOUT 300 FEET
 AX1282'NORTH OF THE SOUTHERN PACIFIC RAILROAD STATION, 15 FEET WEST OF THE
 AX1282'CENTER-LINE OF THE WACO-YOAKUM BRANCH LINE, 0.5 FOOT WEST OF THE WEST
 AX1282'GUARD RAIL.
 AX1282
 AX1282                          STATION RECOVERY (1988)
 AX1282
 AX1282'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1282'RECOVERED IN GOOD CONDITION.
 AX1282
 AX1282                          STATION RECOVERY (1997)
 AX1282
 AX1282'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1282'MARK NOT FOUND.
 AX1282
 AX1282                          STATION RECOVERY (2002)
 AX1282
 AX1282'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX1282'WEST GUARD RAIL HAS BEEN MOVED WEST.  ACCESS TO MARKER IS FROM THE
 AX1282'WEST SIDE OF THE RELOCATED GUARD RAIL.
 AX1282
 AX1282                          STATION RECOVERY (2005)
 AX1282
 AX1282'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1518 ***********************************************************************
 AX1518  DESIGNATION -  R 827
 AX1518  PID         -  AX1518
 AX1518  STATE/COUNTY-  TX/GONZALES
 AX1518  USGS QUAD   -  DILWORTH (1981)
 AX1518
 AX1518                         *CURRENT SURVEY CONTROL
 AX1518  ___________________________________________________________________
 AX1518* NAD 83(1986)-  29 33 17.     (N)    097 15 12.     (W)     SCALED    
 AX1518* NAVD 88     -       105.76   (+/-2cm)     347.0    (feet)  VERTCON   
 AX1518  ___________________________________________________________________
 AX1518  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AX1518
 AX1518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1518
 AX1518.The horizontal coordinates were scaled from a topographic map and have
 AX1518.an estimated accuracy of +/- 6 seconds.
 AX1518
 AX1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1518.The vertical order pertains to the NGVD 29 superseded value.
 AX1518
 AX1518.The geoid height was determined by GEOID03.
 AX1518
 AX1518;                    North         East    Units  Estimated Accuracy
 AX1518;SPC TXSC     - 4,192,040.      769,250.      MT  (+/- 180 meters Scaled)
 AX1518
 AX1518                          SUPERSEDED SURVEY CONTROL
 AX1518
 AX1518  NGVD 29 (??/??/92)  105.733  (m)          346.89   (f) ADJ UNCH    2 0
 AX1518
 AX1518.Superseded values are not recommended for survey control.
 AX1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1518.See file dsdata.txt to determine how the superseded data were derived.
 AX1518
 AX1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT692707(NAD 83)
 AX1518_MARKER: DB = BENCH MARK DISK
 AX1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1518_STAMPING: R 827 1943
 AX1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1518+STABILITY: SURFACE MOTION
 AX1518
 AX1518  HISTORY     - Date     Condition        Report By
 AX1518  HISTORY     - 1943     MONUMENTED       CGS
 AX1518  HISTORY     - 1965     POOR             USGS
 AX1518
 AX1518                          STATION DESCRIPTION
 AX1518
 AX1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1518'7.8 MI W FROM MOULTON.
 AX1518'IN GONZALES COUNTY, 7.8 MILES WEST OF MOULTON, LAVACA COUNTY.  THIS
 AX1518'BENCH MARK MAY BE REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD
 AX1518'STATION BY GOING 0.3 MILE WEST ALONG MOORE AVENUE, TURN LEFT AND GO
 AX1518'0.8 MILE SOUTH ALONG A GRADED ROAD, AND TURN RIGHT AND GO 6.7 MILES
 AX1518'WEST ALONG THE GONZALES ROAD.  IT IS 2.1 MILES WEST OF NICKEL SCHOOL.
 AX1518'0.1 MILE WEST OF A T-ROAD JUNCTION, AT A DIVISION FENCE CORNER, 250
 AX1518'FEET EAST OF A SMALL BRIDGE, 22 FEET SOUTH OF THE CENTERLINE OF THE
 AX1518'ROAD, 18 FEET EAST OF THE FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN
 AX1518'WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD
 AX1518'DISK, STAMPED R 827 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX1518'PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1518
 AX1518                          STATION RECOVERY (1965)
 AX1518
 AX1518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1518'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0233 ***********************************************************************
 AY0233  DESIGNATION -  R 828
 AY0233  PID         -  AY0233
 AY0233  STATE/COUNTY-  TX/WILSON
 AY0233  USGS QUAD   -  FLORESVILLE (1973)
 AY0233
 AY0233                         *CURRENT SURVEY CONTROL
 AY0233  ___________________________________________________________________
 AY0233* NAD 83(1986)-  29 08 03.     (N)    098 09 52.     (W)     SCALED    
 AY0233* NAVD 88     -       118.756  (meters)     389.62   (feet)  ADJUSTED  
 AY0233  ___________________________________________________________________
 AY0233  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY0233  DYNAMIC HT  -         118.587 (meters)     389.06  (feet)  COMP
 AY0233  MODELED GRAV-     979,222.2   (mgal)                       NAVD 88
 AY0233
 AY0233  VERT ORDER  -  FIRST     CLASS II
 AY0233
 AY0233.The horizontal coordinates were scaled from a topographic map and have
 AY0233.an estimated accuracy of +/- 6 seconds.
 AY0233
 AY0233.The orthometric height was determined by differential leveling
 AY0233.and adjusted by the National Geodetic Survey in June 1991..
 AY0233
 AY0233.The geoid height was determined by GEOID03.
 AY0233
 AY0233.The dynamic height is computed by dividing the NAVD 88
 AY0233.geopotential number by the normal gravity value computed on the
 AY0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0233.degrees latitude (g = 980.6199 gals.).
 AY0233
 AY0233.The modeled gravity was interpolated from observed gravity values.
 AY0233
 AY0233;                    North         East    Units  Estimated Accuracy
 AY0233;SPC TXSC     - 4,144,460.      681,300.      MT  (+/- 180 meters Scaled)
 AY0233
 AY0233                          SUPERSEDED SURVEY CONTROL
 AY0233
 AY0233.No superseded survey control is available for this station.
 AY0233
 AY0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT812231(NAD 83)
 AY0233_MARKER: DB = BENCH MARK DISK
 AY0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0233_SP_SET: CONCRETE BASE
 AY0233_STAMPING: R 828 1943
 AY0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0233
 AY0233  HISTORY     - Date     Condition        Report By
 AY0233  HISTORY     - 1943     MONUMENTED       CGS
 AY0233  HISTORY     - 1980     GOOD             NGS
 AY0233  HISTORY     - 19951021 GOOD             USPSQD
 AY0233
 AY0233                          STATION DESCRIPTION
 AY0233
 AY0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0233'IN FLORESVILLE.
 AY0233'BENCH MARK IS ABOUT 0.3 MILE NORTHWEST OF MILEPOST 30, AND ABOUT 160.0
 AY0233'FEET SOUTHEAST OF THE SOUTHEAST END OF THE TEXAS AND NEW ORLEANS
 AY0233'(SOUTHERN PACIFIC) RAILROAD STATION AT FLORESVILLE.  IT IS 11.7 FEET
 AY0233'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF MAIN
 AY0233'TRACK, AND SET HORIZONTALLY IN THE WEST CORNER OF THE CONCRETE BASE OF
 AY0233'A RAILROAD WATER SPOUT.
 AY0233
 AY0233                          STATION RECOVERY (1980)
 AY0233
 AY0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0233'IN FLORESVILLE, APPROXIMATELY 120 METERS SOUTHEAST ALONG THE SOUTHERN
 AY0233'PACIFIC RAILROAD FROM THE CROSSING OF FARM ROAD 536, IN TOP OF THE
 AY0233'WEST CORNER OF A 3 BY 2-METER CONCRETE BASE FORMERLY USED AS A
 AY0233'FOUNDATION FOR A WATER SPOUT, 27.0 METERS (88.5 FT) SOUTHEAST OF A
 AY0233'RAILROAD SWITCH STAND, 19.4 METERS (63.5 FT) SOUTH OF THE THIRD
 AY0233'TELEPHONE POLE SOUTHEAST OF THE FARM ROAD, 2.7 METERS (9.0 FT)
 AY0233'SOUTHWEST OF THE WEST RAIL OF THE MAIN TRACK.  NOTE-DISK HAS BEEN HIT
 AY0233'BUT IS SOLID, STAMPING IS FAINT.
 AY0233'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 AY0233
 AY0233                          STATION RECOVERY (1995)
 AY0233
 AY0233'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0473 ***********************************************************************
 AY0473  DESIGNATION -  R 829
 AY0473  PID         -  AY0473
 AY0473  STATE/COUNTY-  TX/WILSON
 AY0473  USGS QUAD   -  POTH (1961)
 AY0473
 AY0473                         *CURRENT SURVEY CONTROL
 AY0473  ___________________________________________________________________
 AY0473* NAD 83(1986)-  29 01 04.     (N)    098 02 19.     (W)     SCALED    
 AY0473* NAVD 88     -        96.58   (+/-2cm)     316.9    (feet)  VERTCON   
 AY0473  ___________________________________________________________________
 AY0473  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AY0473
 AY0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0473
 AY0473.The horizontal coordinates were scaled from a topographic map and have
 AY0473.an estimated accuracy of +/- 6 seconds.
 AY0473
 AY0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0473.The vertical order pertains to the NGVD 29 superseded value.
 AY0473
 AY0473.The geoid height was determined by GEOID03.
 AY0473
 AY0473;                    North         East    Units  Estimated Accuracy
 AY0473;SPC TXSC     - 4,131,650.      693,650.      MT  (+/- 180 meters Scaled)
 AY0473
 AY0473                          SUPERSEDED SURVEY CONTROL
 AY0473
 AY0473  NGVD 29 (??/??/92)   96.517  (m)          316.66   (f) ADJ UNCH    2 0
 AY0473
 AY0473.Superseded values are not recommended for survey control.
 AY0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0473.See file dsdata.txt to determine how the superseded data were derived.
 AY0473
 AY0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT936103(NAD 83)
 AY0473_MARKER: DB = BENCH MARK DISK
 AY0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0473_SP_SET: ABUTMENT
 AY0473_STAMPING: R 829 1943
 AY0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0473
 AY0473  HISTORY     - Date     Condition        Report By
 AY0473  HISTORY     - 1943     MONUMENTED       CGS
 AY0473  HISTORY     - 1981     GOOD             NGS
 AY0473  HISTORY     - 19951028 GOOD             USPSQD
 AY0473
 AY0473                          STATION DESCRIPTION
 AY0473
 AY0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0473'4.95 MI SE FROM POTH.
 AY0473'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0473'STATION AT POTH-- PROCEED 4.35 MILES SOUTHEASTERLY ALONG THE RAILROAD
 AY0473'TO A DIRT ROAD CROSSING AT MILEPOST 40, THENCE 0.4 MILE NORTHEASTERLY
 AY0473'ALONG THE DIRT ROAD TO A BRIDGE OVER A SMALL CREEK AND TO SITE OF
 AY0473'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE NORTHWEST END OF
 AY0473'THE NORTHEAST CONCRETE ABUTMENT OF THE BRIDGE, 9.0 FEET NORTHWEST OF
 AY0473'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.
 AY0473
 AY0473                          STATION RECOVERY (1981)
 AY0473
 AY0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0473'RECOVERED IN GOOD CONDITION.
 AY0473
 AY0473                          STATION RECOVERY (1995)
 AY0473
 AY0473'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0099 ***********************************************************************
 CA0099  DESIGNATION -  R 83
 CA0099  PID         -  CA0099
 CA0099  STATE/COUNTY-  TX/LAMPASAS
 CA0099  USGS QUAD   -  OGLES (1959)
 CA0099
 CA0099                         *CURRENT SURVEY CONTROL
 CA0099  ___________________________________________________________________
 CA0099* NAD 83(1986)-  31 08 58.     (N)    098 18 59.     (W)     SCALED    
 CA0099* NAVD 88     -       434.220  (meters)    1424.60   (feet)  ADJUSTED  
 CA0099  ___________________________________________________________________
 CA0099  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CA0099  DYNAMIC HT  -         433.637 (meters)    1422.69  (feet)  COMP
 CA0099  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 CA0099
 CA0099  VERT ORDER  -  FIRST     CLASS II
 CA0099
 CA0099.The horizontal coordinates were scaled from a topographic map and have
 CA0099.an estimated accuracy of +/- 6 seconds.
 CA0099
 CA0099.The orthometric height was determined by differential leveling
 CA0099.and adjusted by the National Geodetic Survey in June 1991..
 CA0099
 CA0099.The geoid height was determined by GEOID03.
 CA0099
 CA0099.The dynamic height is computed by dividing the NAVD 88
 CA0099.geopotential number by the normal gravity value computed on the
 CA0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0099.degrees latitude (g = 980.6199 gals.).
 CA0099
 CA0099.The modeled gravity was interpolated from observed gravity values.
 CA0099
 CA0099;                    North         East    Units  Estimated Accuracy
 CA0099;SPC TX C     - 3,166,120.      892,290.      MT  (+/- 180 meters Scaled)
 CA0099
 CA0099                          SUPERSEDED SURVEY CONTROL
 CA0099
 CA0099  NGVD 29 (??/??/92)  434.122  (m)         1424.28   (f) ADJ UNCH    1 2
 CA0099
 CA0099.Superseded values are not recommended for survey control.
 CA0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0099.See file dsdata.txt to determine how the superseded data were derived.
 CA0099
 CA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV651463(NAD 83)
 CA0099_MARKER: DB = BENCH MARK DISK
 CA0099_SETTING: 0 = UNSPECIFIED SETTING
 CA0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0099
 CA0099  HISTORY     - Date     Condition        Report By
 CA0099  HISTORY     - UNK      MONUMENTED       CGS
 CA0099  HISTORY     - 1932     GOOD             NGS
 CA0099  HISTORY     - 1934     GOOD             NGS
 CA0099  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0099
 CA0099                          STATION DESCRIPTION
 CA0099
 CA0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0099'11.1 MI NW FROM LAMPASAS.
 CA0099'ON THE G.C. AND SANTA FE R.R., MARK IS 75 FEET SOUTH OF THE TRACK 10
 CA0099'FEET NORTH OF ROAD CURVE, 2 POLES WEST MILE NO. 285.
 CA0099
 CA0099                          STATION RECOVERY (1934)
 CA0099
 CA0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0099'RECOVERED IN GOOD CONDITION.
 CA0099
 CA0099                          STATION RECOVERY (1983)
 CA0099
 CA0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0099'THERE HAS BEEN GRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1567 ***********************************************************************
 AX1567  DESIGNATION -  R 830
 AX1567  PID         -  AX1567
 AX1567  STATE/COUNTY-  TX/CALDWELL
 AX1567  USGS QUAD   -  DELHI (1981)
 AX1567
 AX1567                         *CURRENT SURVEY CONTROL
 AX1567  ___________________________________________________________________
 AX1567* NAD 83(1986)-  29 45 38.     (N)    097 26 02.     (W)     SCALED    
 AX1567* NAVD 88     -       141.38   (+/-2cm)     463.8    (feet)  VERTCON   
 AX1567  ___________________________________________________________________
 AX1567  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX1567
 AX1567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1567
 AX1567.The horizontal coordinates were scaled from a topographic map and have
 AX1567.an estimated accuracy of +/- 6 seconds.
 AX1567
 AX1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1567.The vertical order pertains to the NGVD 29 superseded value.
 AX1567
 AX1567.The geoid height was determined by GEOID03.
 AX1567
 AX1567;                    North         East    Units  Estimated Accuracy
 AX1567;SPC TXSC     - 4,214,600.      751,450.      MT  (+/- 180 meters Scaled)
 AX1567
 AX1567                          SUPERSEDED SURVEY CONTROL
 AX1567
 AX1567  NGVD 29 (??/??/92)  141.326  (m)          463.67   (f) ADJ UNCH    2 0
 AX1567
 AX1567.Superseded values are not recommended for survey control.
 AX1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1567.See file dsdata.txt to determine how the superseded data were derived.
 AX1567
 AX1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT514932(NAD 83)
 AX1567_MARKER: DB = BENCH MARK DISK
 AX1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1567_STAMPING: R 830 1943
 AX1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1567+STABILITY: SURFACE MOTION
 AX1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1567+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX1567
 AX1567  HISTORY     - Date     Condition        Report By
 AX1567  HISTORY     - 1943     MONUMENTED       CGS
 AX1567  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1567  HISTORY     - 20060429 GOOD             USPSQD
 AX1567
 AX1567                          STATION DESCRIPTION
 AX1567
 AX1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1567'11.5 MI NE FROM HARWOOD.
 AX1567'IN CALDWELL COUNTY, 11.5 MILES NORTHEAST OF HARWOOD, GONZALES COUNTY.
 AX1567'THIS BENCH MARK MAY BE REACHED FROM THE PUBLIC SCHOOL BY GOING 2.5
 AX1567'MILES NORTH ALONG A GRADED DIRT ROAD, TURN RIGHT AND GO 2.0 MILES
 AX1567'EAST, TURN LEFT AND GO 1.7 MILES NORTH, TURN RIGHT AND GO 2.6 MILES
 AX1567'EAST, TURN LEFT AND GO 2.4 MILES NORTH, AND TURN RIGHT AND GO 0.3 MILE
 AX1567'EAST.  IT IS 0.7 MILE WEST OF A BRIDGE, 16 FEET SOUTH OF THE
 AX1567'CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AX1567'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 AX1567'ROAD.  A STANDARD DISK, STAMPED R 830 1943 AND SET IN THE TOP OF A
 AX1567'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1567
 AX1567                          STATION RECOVERY (1999)
 AX1567
 AX1567'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1567'MARK NOT FOUND.
 AX1567
 AX1567                          STATION RECOVERY (2006)
 AX1567
 AX1567'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AX1567'BENCH MARK IS ONE FOOT NORTH OF RIGHT-OF-WAY FENCE, NOT SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1547 ***********************************************************************
 AX1547  DESIGNATION -  R 831
 AX1547  PID         -  AX1547
 AX1547  STATE/COUNTY-  TX/FAYETTE
 AX1547  USGS QUAD   -  JEDDO (1981)
 AX1547
 AX1547                         *CURRENT SURVEY CONTROL
 AX1547  ___________________________________________________________________
 AX1547* NAD 83(1986)-  29 49 07.     (N)    097 15 04.     (W)     SCALED    
 AX1547* NAVD 88     -       121.38   (+/-2cm)     398.2    (feet)  VERTCON   
 AX1547  ___________________________________________________________________
 AX1547  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AX1547
 AX1547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1547
 AX1547.The horizontal coordinates were scaled from a topographic map and have
 AX1547.an estimated accuracy of +/- 6 seconds.
 AX1547
 AX1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1547.The vertical order pertains to the NGVD 29 superseded value.
 AX1547
 AX1547.The geoid height was determined by GEOID03.
 AX1547
 AX1547;                    North         East    Units  Estimated Accuracy
 AX1547;SPC TXSC     - 4,221,290.      769,030.      MT  (+/- 180 meters Scaled)
 AX1547
 AX1547                          SUPERSEDED SURVEY CONTROL
 AX1547
 AX1547  NGVD 29 (??/??/92)  121.327  (m)          398.05   (f) ADJ UNCH    2 0
 AX1547
 AX1547.Superseded values are not recommended for survey control.
 AX1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1547.See file dsdata.txt to determine how the superseded data were derived.
 AX1547
 AX1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT689999(NAD 83)
 AX1547_MARKER: DB = BENCH MARK DISK
 AX1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1547_STAMPING: R 831 1945
 AX1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1547+STABILITY: SURFACE MOTION
 AX1547
 AX1547  HISTORY     - Date     Condition        Report By
 AX1547  HISTORY     - 1945     MONUMENTED       CGS
 AX1547  HISTORY     - 19970607 GOOD             USPSQD
 AX1547
 AX1547                          STATION DESCRIPTION
 AX1547
 AX1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AX1547'1.9 MI W FROM CISTERN.
 AX1547'1.9 MILES WEST ALONG A GRADED ROAD LEADING TO JEDDO FROM THE ROAD
 AX1547'INTERSECTION AT CISTERN, FAYETTE COUNTY, 0.2 MILE EAST OF A BRIDGE
 AX1547'OVER A SMALL CREEK, 0.1 MILE WEST OF A DIP IN THE ROAD, AT THE CORNER
 AX1547'OF A DIVISION FENCE, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3
 AX1547'FEET EAST OF THE FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN WITNESS
 AX1547'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED R 831 1945
 AX1547'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1547'GROUND.
 AX1547
 AX1547                          STATION RECOVERY (1997)
 AX1547
 AX1547'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1577 ***********************************************************************
 AN1577  DESIGNATION -  R 832
 AN1577  PID         -  AN1577
 AN1577  STATE/COUNTY-  TX/KARNES
 AN1577  USGS QUAD   -  KARNES CITY (1987)
 AN1577
 AN1577                         *CURRENT SURVEY CONTROL
 AN1577  ___________________________________________________________________
 AN1577* NAD 83(1986)-  28 55 51.     (N)    097 57 09.     (W)     SCALED    
 AN1577* NAVD 88     -        85.068  (meters)     279.09   (feet)  ADJUSTED  
 AN1577  ___________________________________________________________________
 AN1577  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AN1577  DYNAMIC HT  -          84.945 (meters)     278.69  (feet)  COMP
 AN1577  MODELED GRAV-     979,192.3   (mgal)                       NAVD 88
 AN1577
 AN1577  VERT ORDER  -  FIRST     CLASS I
 AN1577
 AN1577.The horizontal coordinates were scaled from a topographic map and have
 AN1577.an estimated accuracy of +/- 6 seconds.
 AN1577
 AN1577.The orthometric height was determined by differential leveling
 AN1577.and adjusted by the National Geodetic Survey in June 1991..
 AN1577
 AN1577.The geoid height was determined by GEOID03.
 AN1577
 AN1577.The dynamic height is computed by dividing the NAVD 88
 AN1577.geopotential number by the normal gravity value computed on the
 AN1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1577.degrees latitude (g = 980.6199 gals.).
 AN1577
 AN1577.The modeled gravity was interpolated from observed gravity values.
 AN1577
 AN1577;                    North         East    Units  Estimated Accuracy
 AN1577;SPC TXSC     - 4,122,090.      702,120.      MT  (+/- 180 meters Scaled)
 AN1577
 AN1577                          SUPERSEDED SURVEY CONTROL
 AN1577
 AN1577  NGVD 29 (??/??/92)   85.018  (m)          278.93   (f) ADJ UNCH    1 1
 AN1577
 AN1577.Superseded values are not recommended for survey control.
 AN1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1577.See file dsdata.txt to determine how the superseded data were derived.
 AN1577
 AN1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT020007(NAD 83)
 AN1577_MARKER: DB = BENCH MARK DISK
 AN1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1577_STAMPING: R 832 1943 278.8
 AN1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1577+STABILITY: SURFACE MOTION
 AN1577
 AN1577  HISTORY     - Date     Condition        Report By
 AN1577  HISTORY     - 1943     MONUMENTED       CGS
 AN1577  HISTORY     - 1972     GOOD             NGS
 AN1577  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1577
 AN1577                          STATION DESCRIPTION
 AN1577
 AN1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1577'5.1 MI NW FROM KARNES CITY.
 AN1577'ABOUT 5.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN1577'CROSSING OF FARM-TO-MARKET ROAD 99 AT KARNES CITY, OR ABOUT 5.6 MILES
 AN1577'SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AN1577'FALLS CITY, 0.3 MILE NORTHWEST OF MILEPOST 50, 0.4 MILE SOUTHEAST OF A
 AN1577'ROAD CROSSING, 0.3 MILE SOUTHEAST OF A RAILROAD TRESTLE, 46 1/2 FEET
 AN1577'NORTHEAST OF THE NORTHEAST RAIL, 21 FEET SOUTHWEST OF THE CENTER LINE
 AN1577'OF A DIRT ROAD, 52 FEET SOUTHWEST AND ACROSS THE ROAD FROM A FENCE, 13
 AN1577'1/2 FEET NORTHEAST OF TELEPHONE POLE NUMBER 20-G, ABOUT 1 FOOT ABOVE
 AN1577'THE LEVEL OF THE ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 AN1577'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 AN1577
 AN1577                          STATION RECOVERY (1981)
 AN1577
 AN1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1577'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2400 ***********************************************************************
 AX2400  DESIGNATION -  R 833
 AX2400  PID         -  AX2400
 AX2400  STATE/COUNTY-  TX/GUADALUPE
 AX2400  USGS QUAD   -  SEGUIN (1994)
 AX2400
 AX2400                         *CURRENT SURVEY CONTROL
 AX2400  ___________________________________________________________________
 AX2400* NAD 83(1986)-  29 34 21.     (N)    097 56 20.     (W)     SCALED    
 AX2400* NAVD 88     -       159.85   (+/-2cm)     524.4    (feet)  VERTCON   
 AX2400  ___________________________________________________________________
 AX2400  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AX2400
 AX2400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2400
 AX2400.The horizontal coordinates were scaled from a topographic map and have
 AX2400.an estimated accuracy of +/- 6 seconds.
 AX2400
 AX2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2400.The vertical order pertains to the NGVD 29 superseded value.
 AX2400
 AX2400.The geoid height was determined by GEOID03.
 AX2400
 AX2400;                    North         East    Units  Estimated Accuracy
 AX2400;SPC TXSC     - 4,193,210.      702,800.      MT  (+/- 180 meters Scaled)
 AX2400
 AX2400                          SUPERSEDED SURVEY CONTROL
 AX2400
 AX2400  NGVD 29 (??/??/92)  159.781  (m)          524.21   (f) ADJ UNCH    2 0
 AX2400
 AX2400.Superseded values are not recommended for survey control.
 AX2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2400.See file dsdata.txt to determine how the superseded data were derived.
 AX2400
 AX2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT027718(NAD 83)
 AX2400_MARKER: DB = BENCH MARK DISK
 AX2400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2400_SP_SET: CULVERT
 AX2400_STAMPING: R 833 1943
 AX2400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2400
 AX2400  HISTORY     - Date     Condition        Report By
 AX2400  HISTORY     - 1943     MONUMENTED       CGS
 AX2400  HISTORY     - 1958     GOOD             DOD
 AX2400  HISTORY     - 1988     GOOD             USPSQD
 AX2400  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2400  HISTORY     - 19990925 GOOD             USPSQD
 AX2400  HISTORY     - 20030517 GOOD             USPSQD
 AX2400
 AX2400                          STATION DESCRIPTION
 AX2400
 AX2400'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2400'1.65 MI E FROM SEGUIN.
 AX2400'THE MARK IS SET FLUSH WITH CONCRETE HEADWALL.  22 FEET S. OF THE
 AX2400'CENTERLINE OF THE E-W ROAD AND 0.3 FEET LOWER, 38 FEET NNE OF THE NE
 AX2400'EDGE OF LONE BUSH AND 3.3 FEET HIGHER, 205 FEET ESE OF S.E. CORNER OF
 AX2400'LARGE BUILDING AND 0.6 FOOT HIGHER.
 AX2400
 AX2400                          STATION RECOVERY (1988)
 AX2400
 AX2400'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2400'RECOVERED IN GOOD CONDITION.
 AX2400
 AX2400                          STATION RECOVERY (1993)
 AX2400
 AX2400'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2400'MARK NOT FOUND.
 AX2400
 AX2400                          STATION RECOVERY (1999)
 AX2400
 AX2400'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2400'RECOVERED IN GOOD CONDITION.
 AX2400
 AX2400                          STATION RECOVERY (2003)
 AX2400
 AX2400'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2400'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 3 SATELLITES) READING OVER MARK
 AX2400'- 29 34 21.1 (N) - 097 56 19.6 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2366 ***********************************************************************
 AX2366  DESIGNATION -  R 834
 AX2366  PID         -  AX2366
 AX2366  STATE/COUNTY-  TX/GONZALES
 AX2366  USGS QUAD   -  OTTINE (1981)
 AX2366
 AX2366                         *CURRENT SURVEY CONTROL
 AX2366  ___________________________________________________________________
 AX2366* NAD 83(1986)-  29 30 30.     (N)    097 36 10.     (W)     SCALED    
 AX2366* NAVD 88     -       107.83   (+/-2cm)     353.8    (feet)  VERTCON   
 AX2366  ___________________________________________________________________
 AX2366  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AX2366
 AX2366  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2366
 AX2366.The horizontal coordinates were scaled from a topographic map and have
 AX2366.an estimated accuracy of +/- 6 seconds.
 AX2366
 AX2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2366.The vertical order pertains to the NGVD 29 superseded value.
 AX2366
 AX2366.The geoid height was determined by GEOID03.
 AX2366
 AX2366;                    North         East    Units  Estimated Accuracy
 AX2366;SPC TXSC     - 4,186,440.      735,450.      MT  (+/- 180 meters Scaled)
 AX2366
 AX2366                          SUPERSEDED SURVEY CONTROL
 AX2366
 AX2366  NGVD 29 (??/??/92)  107.781  (m)          353.61   (f) ADJ UNCH    2 0
 AX2366
 AX2366.Superseded values are not recommended for survey control.
 AX2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2366.See file dsdata.txt to determine how the superseded data were derived.
 AX2366
 AX2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT354651(NAD 83)
 AX2366_MARKER: DB = BENCH MARK DISK
 AX2366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2366_SP_SET: CULVERT
 AX2366_STAMPING: R 834 1943
 AX2366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2366
 AX2366  HISTORY     - Date     Condition        Report By
 AX2366  HISTORY     - 1943     MONUMENTED       CGS
 AX2366  HISTORY     - 1988     GOOD             USPSQD
 AX2366  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2366
 AX2366                          STATION DESCRIPTION
 AX2366
 AX2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2366'5.2 MI E FROM BELMONT.
 AX2366'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 3 AND NO. 80 AT
 AX2366'BELMONT, PROCEED 5.2 MI. E. ALONG STATE HIGHWAY NO. 3 TO SITE OF BM.
 AX2366'BENCH MARK IS ON THE OUTSIDE OF A CURVE, ABOUT 142 FEET W. OF THE
 AX2366'CENTER OF A DIRT ROAD INTERSECTION LEADING N. AND ABOUT 48 FEET W. OF
 AX2366'AN UNPAINTED FRAME HOUSE, 17 FEET N. OF AND ABOUT THE SAME ELEVATION
 AX2366'AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE W. END OF
 AX2366'THE N. HEADWALL OF A CONCRETE CULVERT.
 AX2366
 AX2366                          STATION RECOVERY (1988)
 AX2366
 AX2366'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2366'RECOVERED IN GOOD CONDITION.
 AX2366
 AX2366                          STATION RECOVERY (2003)
 AX2366
 AX2366'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX2366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2358 ***********************************************************************
 AX2358  DESIGNATION -  R 835
 AX2358  PID         -  AX2358
 AX2358  STATE/COUNTY-  TX/GONZALES
 AX2358  USGS QUAD   -  BELMONT (1994)
 AX2358
 AX2358                         *CURRENT SURVEY CONTROL
 AX2358  ___________________________________________________________________
 AX2358* NAD 83(1986)-  29 33 07.     (N)    097 40 26.     (W)     SCALED    
 AX2358* NAVD 88     -       133.80   (+/-2cm)     439.0    (feet)  VERTCON   
 AX2358  ___________________________________________________________________
 AX2358  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2358
 AX2358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2358
 AX2358.The horizontal coordinates were scaled from a topographic map and have
 AX2358.an estimated accuracy of +/- 6 seconds.
 AX2358
 AX2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2358.The vertical order pertains to the NGVD 29 superseded value.
 AX2358
 AX2358.The geoid height was determined by GEOID03.
 AX2358
 AX2358;                    North         East    Units  Estimated Accuracy
 AX2358;SPC TXSC     - 4,191,200.      728,500.      MT  (+/- 180 meters Scaled)
 AX2358
 AX2358                          SUPERSEDED SURVEY CONTROL
 AX2358
 AX2358  NGVD 29 (??/??/92)  133.747  (m)          438.80   (f) ADJ UNCH    2 0
 AX2358
 AX2358.Superseded values are not recommended for survey control.
 AX2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2358.See file dsdata.txt to determine how the superseded data were derived.
 AX2358
 AX2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT284698(NAD 83)
 AX2358_MARKER: DB = BENCH MARK DISK
 AX2358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2358_SP_SET: CULVERT
 AX2358_STAMPING: R 835 1943
 AX2358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2358
 AX2358  HISTORY     - Date     Condition        Report By
 AX2358  HISTORY     - 1943     MONUMENTED       CGS
 AX2358  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2358  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2358
 AX2358                          STATION DESCRIPTION
 AX2358
 AX2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2358'2.05 MI N FROM BELMONT.
 AX2358'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2358'BELMONT, PROCEED 2.05 MI. N. ALONG STATE HIGHWAY NO. 80 TO SITE OF BM.
 AX2358'BENCH MARK IS ABOUT 0.7 MILE S. OF A DIRT SIDE ROAD INTERSECTION
 AX2358'LEADING E. AND 45 FEET N. OF THE CENTER OF A TRACK ROAD INTERSECTION
 AX2358'LEADING E.  IT IS 18 FEET E. OF AND ABOUT THE SAME ELEVATION AS THE
 AX2358'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE N. END OF THE E.
 AX2358'HEADWALL OF A CONCRETE CULVERT.
 AX2358
 AX2358                          STATION RECOVERY (1987)
 AX2358
 AX2358'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2358'MARK NOT FOUND.
 AX2358
 AX2358                          STATION RECOVERY (2003)
 AX2358
 AX2358'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2358'MONUMENT APPEARED TO HAVE BEEN DELIBERATELY REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2093 ***********************************************************************
 AX2093  DESIGNATION -  R 836
 AX2093  PID         -  AX2093
 AX2093  STATE/COUNTY-  TX/GONZALES
 AX2093  USGS QUAD   -  NIXON (1987)
 AX2093
 AX2093                         *CURRENT SURVEY CONTROL
 AX2093  ___________________________________________________________________
 AX2093* NAD 83(1986)-  29 16 22.     (N)    097 45 56.     (W)     SCALED    
 AX2093* NAVD 88     -       113.55   (+/-2cm)     372.5    (feet)  VERTCON   
 AX2093  ___________________________________________________________________
 AX2093  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2093
 AX2093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2093
 AX2093.The horizontal coordinates were scaled from a topographic map and have
 AX2093.an estimated accuracy of +/- 6 seconds.
 AX2093
 AX2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2093.The vertical order pertains to the NGVD 29 superseded value.
 AX2093
 AX2093.The geoid height was determined by GEOID03.
 AX2093
 AX2093;                    North         East    Units  Estimated Accuracy
 AX2093;SPC TXSC     - 4,160,160.      719,950.      MT  (+/- 180 meters Scaled)
 AX2093
 AX2093                          SUPERSEDED SURVEY CONTROL
 AX2093
 AX2093  NGVD 29 (??/??/92)  113.512  (m)          372.41   (f) ADJ UNCH    2 0
 AX2093
 AX2093.Superseded values are not recommended for survey control.
 AX2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2093.See file dsdata.txt to determine how the superseded data were derived.
 AX2093
 AX2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT199388(NAD 83)
 AX2093_MARKER: DB = BENCH MARK DISK
 AX2093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2093_SP_SET: CULVERT
 AX2093_STAMPING: R 836 1943
 AX2093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2093+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AX2093
 AX2093  HISTORY     - Date     Condition        Report By
 AX2093  HISTORY     - 1943     MONUMENTED       CGS
 AX2093  HISTORY     - 20030517 GOOD             USPSQD
 AX2093  HISTORY     - 20050521 GOOD             JCLS
 AX2093
 AX2093                          STATION DESCRIPTION
 AX2093
 AX2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2093'0.3 MI N FROM NIXON.
 AX2093'TO REACH FROM THE NIXON STATE BANK AT NIXON, PROCEED 0.3 MI. N. ALONG
 AX2093'STATE HIGHWAY NO.80 TO SITE OF BENCHMARK.  BENCH MARK IS AT THE NIXON
 AX2093'CITY LIMITS, 54 FEET N.W. OF THE CENTERLINE OF A DIRT SIDE ROAD
 AX2093'LEADING N.E., AND 17 FEET E. OF AND ABOUT 0.5 FOOT ABOVE THE
 AX2093'CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE N. END OF THE E.
 AX2093'HEADWALL OF A CONCRETE HIGHWAY CULVERT.
 AX2093
 AX2093                          STATION RECOVERY (2003)
 AX2093
 AX2093'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2093'RECOVERED IN GOOD CONDITION.
 AX2093
 AX2093                          STATION RECOVERY (2005)
 AX2093
 AX2093'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AX2093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1686 ***********************************************************************
 AX1686  DESIGNATION -  R 838
 AX1686  PID         -  AX1686
 AX1686  STATE/COUNTY-  TX/DE WITT
 AX1686  USGS QUAD   -  TERRYVILLE (1987)
 AX1686
 AX1686                         *CURRENT SURVEY CONTROL
 AX1686  ___________________________________________________________________
 AX1686* NAD 83(1986)-  29 09 07.     (N)    097 07 30.     (W)     SCALED    
 AX1686* NAVD 88     -        82.71   (+/-2cm)     271.4    (feet)  VERTCON   
 AX1686  ___________________________________________________________________
 AX1686  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX1686
 AX1686  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1686
 AX1686.The horizontal coordinates were scaled from a topographic map and have
 AX1686.an estimated accuracy of +/- 6 seconds.
 AX1686
 AX1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1686.The vertical order pertains to the NGVD 29 superseded value.
 AX1686
 AX1686.The geoid height was determined by GEOID03.
 AX1686
 AX1686;                    North         East    Units  Estimated Accuracy
 AX1686;SPC TXSC     - 4,147,600.      782,400.      MT  (+/- 180 meters Scaled)
 AX1686
 AX1686                          SUPERSEDED SURVEY CONTROL
 AX1686
 AX1686  NGVD 29 (??/??/92)   82.721  (m)          271.39   (f) ADJ UNCH    2 0
 AX1686
 AX1686.Superseded values are not recommended for survey control.
 AX1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1686.See file dsdata.txt to determine how the superseded data were derived.
 AX1686
 AX1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT823262(NAD 83)
 AX1686_MARKER: DB = BENCH MARK DISK
 AX1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1686_STAMPING: R 838 1943
 AX1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1686+STABILITY: SURFACE MOTION
 AX1686
 AX1686  HISTORY     - Date     Condition        Report By
 AX1686  HISTORY     - 1943     MONUMENTED       CGS
 AX1686
 AX1686                          STATION DESCRIPTION
 AX1686
 AX1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1686'11.1 MI S FROM YOAKUM.
 AX1686'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3.65 MILES
 AX1686'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1686'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 6.45 MILES SOUTHERLY TO
 AX1686'A T-ROAD INTERSECTION AT STRATTON, THENCE CONTINUE 1.0 MILES SOUTHERLY
 AX1686'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE SOUTH OF A TRACK
 AX1686'ROAD INTERSECTION LEADING SOUTHEAST, ABOUT 0.4 MILE SOUTH OF A FRAME
 AX1686'HOUSE, AND ABOUT 0.3 MILE NORTH OF A CONCRETE CATTLE-GUARD. IT IS 36.0
 AX1686'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AX1686'1.6 FOOT WEST OF THE RIGHT-WAY-FENCE, AND 3.0 FEET NORTH OF A 4X4-INCH
 AX1686'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1723 ***********************************************************************
 AX1723  DESIGNATION -  R 839
 AX1723  PID         -  AX1723
 AX1723  STATE/COUNTY-  TX/DE WITT
 AX1723  USGS QUAD   -  VERHELLE (1987)
 AX1723
 AX1723                         *CURRENT SURVEY CONTROL
 AX1723  ___________________________________________________________________
 AX1723* NAD 83(1986)-  29 05 21.     (N)    097 10 45.     (W)     SCALED    
 AX1723* NAVD 88     -        57.03   (+/-2cm)     187.1    (feet)  VERTCON   
 AX1723  ___________________________________________________________________
 AX1723  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX1723
 AX1723  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1723
 AX1723.The horizontal coordinates were scaled from a topographic map and have
 AX1723.an estimated accuracy of +/- 6 seconds.
 AX1723
 AX1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1723.The vertical order pertains to the NGVD 29 superseded value.
 AX1723
 AX1723.The geoid height was determined by GEOID03.
 AX1723
 AX1723;                    North         East    Units  Estimated Accuracy
 AX1723;SPC TXSC     - 4,140,560.      777,240.      MT  (+/- 180 meters Scaled)
 AX1723
 AX1723                          SUPERSEDED SURVEY CONTROL
 AX1723
 AX1723  NGVD 29 (??/??/92)   57.052  (m)          187.18   (f) ADJ UNCH    2 0
 AX1723
 AX1723.Superseded values are not recommended for survey control.
 AX1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1723.See file dsdata.txt to determine how the superseded data were derived.
 AX1723
 AX1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT772192(NAD 83)
 AX1723_MARKER: DB = BENCH MARK DISK
 AX1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1723_STAMPING: R 839 1943
 AX1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1723+STABILITY: SURFACE MOTION
 AX1723
 AX1723  HISTORY     - Date     Condition        Report By
 AX1723  HISTORY     - 1943     MONUMENTED       CGS
 AX1723  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1723
 AX1723                          STATION DESCRIPTION
 AX1723
 AX1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1723'8.1 MI E FROM CUERO.
 AX1723'TO REACH FROM THE COURTHOUSE AT CUERO-- PROCEED 4.6 MILES
 AX1723'SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO A SIDE ROAD INTERSECTION
 AX1723'LEADING EAST, THENCE 3.5 MILES EASTERLY TO SITE OF BENCH MARK.  BENCH
 AX1723'MARK IS ABOUT 0.7 MILE EAST OF A CORRAL AND A PRIVATE ROAD LEADING
 AX1723'NORTH TO A FRAME HOUSE, ABOUT 0.45 MILE WEST OF A SMALL WOODEN BRIDGE,
 AX1723'AND 30.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX1723'OF ROAD AND A CATTLE GUARD.  IT IS 5.0 FEET SOUTH OF A TREE AND FENCE
 AX1723'CORNER,1.0 FOOT EAST OF A BOARD FENCE, AND 3.0 FEET NORTH OF A
 AX1723'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AX1723
 AX1723                          STATION RECOVERY (2001)
 AX1723
 AX1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1723'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0158 ***********************************************************************
 CA0158  DESIGNATION -  R 84
 CA0158  PID         -  CA0158
 CA0158  STATE/COUNTY-  TX/MILLS
 CA0158  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0158
 CA0158                         *CURRENT SURVEY CONTROL
 CA0158  ___________________________________________________________________
 CA0158* NAD 83(1986)-  31 23 27.     (N)    098 31 22.     (W)     SCALED    
 CA0158* NAVD 88     -       458.581  (meters)    1504.53   (feet)  ADJUSTED  
 CA0158  ___________________________________________________________________
 CA0158  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CA0158  DYNAMIC HT  -         457.969 (meters)    1502.52  (feet)  COMP
 CA0158  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 CA0158
 CA0158  VERT ORDER  -  FIRST     CLASS II
 CA0158
 CA0158.The horizontal coordinates were scaled from a topographic map and have
 CA0158.an estimated accuracy of +/- 6 seconds.
 CA0158
 CA0158.The orthometric height was determined by differential leveling
 CA0158.and adjusted by the National Geodetic Survey in June 1991..
 CA0158
 CA0158.The geoid height was determined by GEOID03.
 CA0158
 CA0158.The dynamic height is computed by dividing the NAVD 88
 CA0158.geopotential number by the normal gravity value computed on the
 CA0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0158.degrees latitude (g = 980.6199 gals.).
 CA0158
 CA0158.The modeled gravity was interpolated from observed gravity values.
 CA0158
 CA0158;                    North         East    Units  Estimated Accuracy
 CA0158;SPC TX C     - 3,192,540.      872,180.      MT  (+/- 180 meters Scaled)
 CA0158
 CA0158                          SUPERSEDED SURVEY CONTROL
 CA0158
 CA0158  NGVD 29 (??/??/92)  458.469  (m)         1504.16   (f) ADJ UNCH    1 2
 CA0158
 CA0158.Superseded values are not recommended for survey control.
 CA0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0158.See file dsdata.txt to determine how the superseded data were derived.
 CA0158
 CA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV453730(NAD 83)
 CA0158_MARKER: DB = BENCH MARK DISK
 CA0158_SETTING: 0 = UNSPECIFIED SETTING
 CA0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0158
 CA0158  HISTORY     - Date     Condition        Report By
 CA0158  HISTORY     - UNK      MONUMENTED       CGS
 CA0158  HISTORY     - 1932     GOOD             NGS
 CA0158  HISTORY     - 1975     MARK NOT FOUND   USGS
 CA0158  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0158
 CA0158                          STATION DESCRIPTION
 CA0158
 CA0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0158'6.0 MI NW FROM SCALLORN.
 CA0158'ON THE G.C. AND SANTA FE R.R., MARK IS 30 FEET EAST OF THE TRACK, 20
 CA0158'FEET SOUTH OF GRADE CROSSING GATE, 10 FEET WEST OF FENCE, 1 1/2 POLES
 CA0158'SOUTH MILE POLE NO. 308.
 CA0158
 CA0158                          STATION RECOVERY (1975)
 CA0158
 CA0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CA0158'MARK NOT FOUND.
 CA0158
 CA0158                          STATION RECOVERY (1983)
 CA0158
 CA0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1195 ***********************************************************************
 AX1195  DESIGNATION -  R 841 RESET 1962
 AX1195  PID         -  AX1195
 AX1195  STATE/COUNTY-  TX/FAYETTE
 AX1195  USGS QUAD   -  AMMANNSVILLE (1981)
 AX1195
 AX1195                         *CURRENT SURVEY CONTROL
 AX1195  ___________________________________________________________________
 AX1195* NAD 83(1986)-  29 47 45.     (N)    096 48 47.     (W)     SCALED    
 AX1195* NAVD 88     -       111.20   (+/-2cm)     364.8    (feet)  VERTCON   
 AX1195  ___________________________________________________________________
 AX1195  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1195
 AX1195  VERT ORDER  -  THIRD (See Below)
 AX1195
 AX1195.The horizontal coordinates were scaled from a topographic map and have
 AX1195.an estimated accuracy of +/- 6 seconds.
 AX1195
 AX1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1195.The vertical order pertains to the NGVD 29 superseded value.
 AX1195
 AX1195.The geoid height was determined by GEOID03.
 AX1195
 AX1195;                    North         East    Units  Estimated Accuracy
 AX1195;SPC TXSC     - 4,219,480.      811,410.      MT  (+/- 180 meters Scaled)
 AX1195
 AX1195                          SUPERSEDED SURVEY CONTROL
 AX1195
 AX1195  NGVD 29 (??/??/??)  111.16   (m)          364.7    (f) RESET       3  
 AX1195
 AX1195.Superseded values are not recommended for survey control.
 AX1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1195.See file dsdata.txt to determine how the superseded data were derived.
 AX1195
 AX1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT113981(NAD 83)
 AX1195_MARKER: DB = BENCH MARK DISK
 AX1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1195_STAMPING: R 841 RESET 1962
 AX1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1195+STABILITY: SURFACE MOTION
 AX1195
 AX1195  HISTORY     - Date     Condition        Report By
 AX1195  HISTORY     - 1962     MONUMENTED       CGS
 AX1195  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1195  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX1195
 AX1195                          STATION DESCRIPTION
 AX1195
 AX1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AX1195'3.2 MI E FROM AMMANNSVILLE.
 AX1195'REACH FROM THE JUNCTION OF STATE ROUTE 71 AND U.S. HIGHWAY 77 IN LA
 AX1195'GRANGE, GO SOUTH ON U.S. HIGHWAY 77 FOR 9.2 MILES TO FARM ROAD 1383,
 AX1195'THENCE EAST ON STATE ROUTE 1383 FOR 3.5 MILES TO THE VILLAGE OF
 AX1195'AMMANNSVILLE, THENCE CONTINUE EAST 1.1 MILES TO A ROAD FORK.  TAKE
 AX1195'LEFT FORK, EAST, GO 1.35 MILES TO A T-ROAD.  TURN LEFT, NORTH, GO 0.45
 AX1195'MILE TO A SIDE ROAD ON THE RIGHT AT THE ENTRANCE TO VALLEY VIEW RANCH
 AX1195'ON THE RIGHT.  TURN RIGHT, EAST, GO 0.3 MILE TO BENCH MARK ON THE
 AX1195'LEFT.  164 FEET NORTHEAST OF R.E.A. POLE NO. 3/123, 60 FEET NORTH OF
 AX1195'THE CENTER OF ROAD, 10 FEET NORTH OF THE ROAD RIGHT-OF-WAY, IN A
 AX1195'NORTH-SOUTH FENCE LINE, AND AT A WITNESS SIGN MARKER.  A STANDARD DISK
 AX1195'STAMPED R 841 RESET 1962, SET IN A 10 X 10 CONCRETE POST WHICH
 AX1195'PROJECTS 6 INCHES.
 AX1195
 AX1195                          STATION RECOVERY (1997)
 AX1195
 AX1195'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1195'MARK NOT FOUND.
 AX1195
 AX1195                          STATION RECOVERY (2004)
 AX1195
 AX1195'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0931 ***********************************************************************
 AX0931  DESIGNATION -  R 842
 AX0931  PID         -  AX0931
 AX0931  STATE/COUNTY-  TX/FAYETTE
 AX0931  USGS QUAD   -  SWISS ALP (1981)
 AX0931
 AX0931                         *CURRENT SURVEY CONTROL
 AX0931  ___________________________________________________________________
 AX0931* NAD 83(1986)-  29 46 56.     (N)    096 54 35.     (W)     SCALED    
 AX0931* NAVD 88     -       119.776  (meters)     392.97   (feet)  ADJUSTED  
 AX0931  ___________________________________________________________________
 AX0931  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX0931  DYNAMIC HT  -         119.609 (meters)     392.42  (feet)  COMP
 AX0931  MODELED GRAV-     979,249.9   (mgal)                       NAVD 88
 AX0931
 AX0931  VERT ORDER  -  FIRST     CLASS I
 AX0931
 AX0931.The horizontal coordinates were scaled from a topographic map and have
 AX0931.an estimated accuracy of +/- 6 seconds.
 AX0931
 AX0931.The orthometric height was determined by differential leveling
 AX0931.and adjusted by the National Geodetic Survey in June 1991..
 AX0931
 AX0931.The geoid height was determined by GEOID03.
 AX0931
 AX0931.The dynamic height is computed by dividing the NAVD 88
 AX0931.geopotential number by the normal gravity value computed on the
 AX0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0931.degrees latitude (g = 980.6199 gals.).
 AX0931
 AX0931.The modeled gravity was interpolated from observed gravity values.
 AX0931
 AX0931;                    North         East    Units  Estimated Accuracy
 AX0931;SPC TXSC     - 4,217,800.      802,090.      MT  (+/- 180 meters Scaled)
 AX0931
 AX0931                          SUPERSEDED SURVEY CONTROL
 AX0931
 AX0931  NGVD 29 (??/??/92)  119.736  (m)          392.83   (f) ADJ UNCH    1 1
 AX0931
 AX0931.Superseded values are not recommended for survey control.
 AX0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0931.See file dsdata.txt to determine how the superseded data were derived.
 AX0931
 AX0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT020964(NAD 83)
 AX0931_MARKER: DB = BENCH MARK DISK
 AX0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0931_SP_SET: CULVERT
 AX0931_STAMPING: R 842 1943
 AX0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0931
 AX0931  HISTORY     - Date     Condition        Report By
 AX0931  HISTORY     - 1943     MONUMENTED       CGS
 AX0931  HISTORY     - 1972     GOOD             NGS
 AX0931  HISTORY     - 1987     GOOD             USPSQD
 AX0931  HISTORY     - 1987     GOOD             USPSQD
 AX0931  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0931  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0931  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0931  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0931  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX0931
 AX0931                          STATION DESCRIPTION
 AX0931
 AX0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0931'7.0 MI N FROM SCHULENBURG.
 AX0931'ABOUT 7.0 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0931'U.S. HIGHWAY 90 AT SCHULENBURG, 219.0 FEET SOUTH OF THE SOUTHEAST
 AX0931'CORNER OF A STORE AND SERVICE STATION AT THE SMALL COMMUNITY OF SWISS
 AX0931'ALP, 35 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AX0931'TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 32-INCH
 AX0931'TUBULAR CULVERT UNDER A GRAVELED ROAD WHICH LEADS WEST, 13 FEET NORTH
 AX0931'OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 AX0931
 AX0931                          STATION RECOVERY (1987)
 AX0931
 AX0931'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0931'RECOVERED IN GOOD CONDITION.
 AX0931
 AX0931                          STATION RECOVERY (1987)
 AX0931
 AX0931'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0931'RECOVERED IN GOOD CONDITION.
 AX0931
 AX0931                          STATION RECOVERY (1990)
 AX0931
 AX0931'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AX0931'MARK NOT FOUND.
 AX0931
 AX0931                          STATION RECOVERY (1990)
 AX0931
 AX0931'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0931'MARK NOT FOUND.
 AX0931
 AX0931                          STATION RECOVERY (1991)
 AX0931
 AX0931'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0931'MARK NOT FOUND.
 AX0931
 AX0931                          STATION RECOVERY (1991)
 AX0931
 AX0931'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 AX0931'MARK NOT FOUND.
 AX0931
 AX0931                          STATION RECOVERY (2004)
 AX0931
 AX0931'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0931'NEW CULVERT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1121 ***********************************************************************
 AX1121  DESIGNATION -  R 843
 AX1121  PID         -  AX1121
 AX1121  STATE/COUNTY-  TX/COLORADO
 AX1121  USGS QUAD   -  ROCK ISLAND (1981)
 AX1121
 AX1121                         *CURRENT SURVEY CONTROL
 AX1121  ___________________________________________________________________
 AX1121* NAD 83(1986)-  29 35 18.     (N)    096 36 37.     (W)     SCALED    
 AX1121* NAVD 88     -        87.80   (+/-2cm)     288.1    (feet)  VERTCON   
 AX1121  ___________________________________________________________________
 AX1121  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1121
 AX1121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1121
 AX1121.The horizontal coordinates were scaled from a topographic map and have
 AX1121.an estimated accuracy of +/- 6 seconds.
 AX1121
 AX1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1121.The vertical order pertains to the NGVD 29 superseded value.
 AX1121
 AX1121.The geoid height was determined by GEOID03.
 AX1121
 AX1121;                    North         East    Units  Estimated Accuracy
 AX1121;SPC TXSC     - 4,196,870.      831,480.      MT  (+/- 180 meters Scaled)
 AX1121
 AX1121                          SUPERSEDED SURVEY CONTROL
 AX1121
 AX1121  NGVD 29 (??/??/92)   87.781  (m)          287.99   (f) ADJ UNCH    2 0
 AX1121
 AX1121.Superseded values are not recommended for survey control.
 AX1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1121.See file dsdata.txt to determine how the superseded data were derived.
 AX1121
 AX1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT314755(NAD 83)
 AX1121_MARKER: DB = BENCH MARK DISK
 AX1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1121_STAMPING: R 843 1943
 AX1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1121+STABILITY: SURFACE MOTION
 AX1121
 AX1121  HISTORY     - Date     Condition        Report By
 AX1121  HISTORY     - 1943     MONUMENTED       CGS
 AX1121  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1121
 AX1121                          STATION DESCRIPTION
 AX1121
 AX1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1121'9.35 MI S FROM GLIDDEN.
 AX1121'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1121'STATION AT GLIDDEN, PROCEED 0.4 MILE EASTERLY ALONG U.S. HIGHWAY NO.
 AX1121'90 TO THE INTERSECTION OF A GRAVEL ROAD LEADING SOUTH, THENCE 8.95
 AX1121'MILES SOUTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX1121'IS 0.5 MILE NORTH OF A SHARP CURVE IN THE ROAD.  IT IS 29.0 FEET WEST
 AX1121'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND 4.0
 AX1121'FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1121'0.1 FOOT.
 AX1121
 AX1121                          STATION RECOVERY (2004)
 AX1121
 AX1121'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0810 ***********************************************************************
 AX0810  DESIGNATION -  R 844
 AX0810  PID         -  AX0810
 AX0810  STATE/COUNTY-  TX/LAVACA
 AX0810  USGS QUAD   -  SUBLIME (1981)
 AX0810
 AX0810                         *CURRENT SURVEY CONTROL
 AX0810  ___________________________________________________________________
 AX0810* NAD 83(1986)-  29 29 10.     (N)    096 47 36.     (W)     SCALED    
 AX0810* NAVD 88     -        74.08   (+/-2cm)     243.0    (feet)  VERTCON   
 AX0810  ___________________________________________________________________
 AX0810  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0810
 AX0810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0810
 AX0810.The horizontal coordinates were scaled from a topographic map and have
 AX0810.an estimated accuracy of +/- 6 seconds.
 AX0810
 AX0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0810.The vertical order pertains to the NGVD 29 superseded value.
 AX0810
 AX0810.The geoid height was determined by GEOID03.
 AX0810
 AX0810;                    North         East    Units  Estimated Accuracy
 AX0810;SPC TXSC     - 4,185,190.      813,960.      MT  (+/- 180 meters Scaled)
 AX0810
 AX0810                          SUPERSEDED SURVEY CONTROL
 AX0810
 AX0810  NGVD 29 (??/??/92)   74.078  (m)          243.04   (f) ADJ UNCH    2 0
 AX0810
 AX0810.Superseded values are not recommended for survey control.
 AX0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0810.See file dsdata.txt to determine how the superseded data were derived.
 AX0810
 AX0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT139638(NAD 83)
 AX0810_MARKER: DB = BENCH MARK DISK
 AX0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0810_STAMPING: R 844 1943
 AX0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0810+STABILITY: SURFACE MOTION
 AX0810
 AX0810  HISTORY     - Date     Condition        Report By
 AX0810  HISTORY     - 1943     MONUMENTED       CGS
 AX0810  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0810  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX0810
 AX0810                          STATION DESCRIPTION
 AX0810
 AX0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0810'0.7 MI N FROM SUBLIME.
 AX0810'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX0810'PASS) RAILROAD STATION AT SUBLIME, PROCEED 0.7 MILE NORTHERLY ALONG A
 AX0810'DIRT ROAD LEADING TO WEIMAR AND TO SITE OF BENCH MARK.  BENCH MARK IS
 AX0810'88.0 YARDS SOUTHWEST OF A 2.0 FOOT OAK TREE USED AS A FENCE CORNER
 AX0810'POST AT A SHARP CURVE IN THE ROAD.  IT IS 25.0 FEET NORTHWEST OF AND
 AX0810'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 4.2 FEET NORTHWEST OF
 AX0810'THE NORTHWEST RIGHT-OF-WAY FENCE AND 3.1 FEET SOUTHWEST OF A 4X4 INCH
 AX0810'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.  STAMPED R 844
 AX0810'1943.
 AX0810
 AX0810                          STATION RECOVERY (1997)
 AX0810
 AX0810'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0810'MARK NOT FOUND.
 AX0810
 AX0810                          STATION RECOVERY (2004)
 AX0810
 AX0810'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1507 ***********************************************************************
 AX1507  DESIGNATION -  R 846
 AX1507  PID         -  AX1507
 AX1507  STATE/COUNTY-  TX/LAVACA
 AX1507  USGS QUAD   -  KOMENSKY (1981)
 AX1507
 AX1507                         *CURRENT SURVEY CONTROL
 AX1507  ___________________________________________________________________
 AX1507* NAD 83(1986)-  29 34 20.     (N)    097 01 43.     (W)     SCALED    
 AX1507* NAVD 88     -       103.04   (+/-2cm)     338.1    (feet)  VERTCON   
 AX1507  ___________________________________________________________________
 AX1507  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1507
 AX1507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1507
 AX1507.The horizontal coordinates were scaled from a topographic map and have
 AX1507.an estimated accuracy of +/- 6 seconds.
 AX1507
 AX1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1507.The vertical order pertains to the NGVD 29 superseded value.
 AX1507
 AX1507.The geoid height was determined by GEOID03.
 AX1507
 AX1507;                    North         East    Units  Estimated Accuracy
 AX1507;SPC TXSC     - 4,194,330.      790,990.      MT  (+/- 180 meters Scaled)
 AX1507
 AX1507                          SUPERSEDED SURVEY CONTROL
 AX1507
 AX1507  NGVD 29 (??/??/92)  103.01   (m)          338.0    (f) COMPUTED    2 0
 AX1507
 AX1507.Superseded values are not recommended for survey control.
 AX1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1507.See file dsdata.txt to determine how the superseded data were derived.
 AX1507
 AX1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT909730(NAD 83)
 AX1507_MARKER: DB = BENCH MARK DISK
 AX1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1507_STAMPING: R 846 1943
 AX1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1507+STABILITY: SURFACE MOTION
 AX1507
 AX1507  HISTORY     - Date     Condition        Report By
 AX1507  HISTORY     - 1943     MONUMENTED       CGS
 AX1507
 AX1507                          STATION DESCRIPTION
 AX1507
 AX1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1507'7.9 MI E FROM MOULTON.
 AX1507'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1507'STATION AT MOULTON, PROCEED 0.45 MILE SOUTHERLY ALONG THE TRACK TO A
 AX1507'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 7.45 MILES EASTERLY
 AX1507'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE EAST
 AX1507'OF A LARGE WOODEN BRIDGE IN THE ROAD.  IT IS 26.3 FEET NORTH OF R.E.A.
 AX1507'CO-OP POLE NO.21/T9/15, 23.0 FEET SOUTH OF AND ABOUT THE SAME
 AX1507'ELEVATION AS THE CENTERLINE OF THE ROAD AND 2.3 FEET WEST OF A 4X4
 AX1507'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1508 ***********************************************************************
 AX1508  DESIGNATION -  R 846 RESET 1951
 AX1508  PID         -  AX1508
 AX1508  STATE/COUNTY-  TX/LAVACA
 AX1508  USGS QUAD   -  KOMENSKY (1981)
 AX1508
 AX1508                         *CURRENT SURVEY CONTROL
 AX1508  ___________________________________________________________________
 AX1508* NAD 83(1986)-  29 34 20.     (N)    097 01 43.     (W)     SCALED    
 AX1508* NAVD 88     -       102.80   (+/-2cm)     337.3    (feet)  VERTCON   
 AX1508  ___________________________________________________________________
 AX1508  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1508
 AX1508  VERT ORDER  -  THIRD (See Below)
 AX1508
 AX1508.The horizontal coordinates were scaled from a topographic map and have
 AX1508.an estimated accuracy of +/- 6 seconds.
 AX1508
 AX1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1508.The vertical order pertains to the NGVD 29 superseded value.
 AX1508
 AX1508.The geoid height was determined by GEOID03.
 AX1508
 AX1508;                    North         East    Units  Estimated Accuracy
 AX1508;SPC TXSC     - 4,194,330.      790,990.      MT  (+/- 180 meters Scaled)
 AX1508
 AX1508                          SUPERSEDED SURVEY CONTROL
 AX1508
 AX1508  NGVD 29 (??/??/??)  102.78   (m)          337.2    (f) RESET       3  
 AX1508
 AX1508.Superseded values are not recommended for survey control.
 AX1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1508.See file dsdata.txt to determine how the superseded data were derived.
 AX1508
 AX1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT909730(NAD 83)
 AX1508_MARKER: DB = BENCH MARK DISK
 AX1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1508_STAMPING: R 846 RESET 1951
 AX1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1508+STABILITY: SURFACE MOTION
 AX1508
 AX1508  HISTORY     - Date     Condition        Report By
 AX1508  HISTORY     - 1951     MONUMENTED       TXHD
 AX1508
 AX1508                          STATION DESCRIPTION
 AX1508
 AX1508'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AX1508'0.4 MI S FROM MOULTON.
 AX1508'0.4 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX1508'STATION AT MOULTON, THENCE 7.3 MILES EAST ALONG FARM-TO-MARKET HIGHWAY
 AX1508'532, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.5 FEET NORTH OF
 AX1508'R.E.A. POLE 21/T9/15, AND 0.5 FOOT LOWER THAN THE HIGHWAY. SET IN THE
 AX1508'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1742 ***********************************************************************
 AX1742  DESIGNATION -  R 847
 AX1742  PID         -  AX1742
 AX1742  STATE/COUNTY-  TX/LAVACA
 AX1742  USGS QUAD   -  SWEET HOME (1987)
 AX1742
 AX1742                         *CURRENT SURVEY CONTROL
 AX1742  ___________________________________________________________________
 AX1742* NAD 83(1986)-  29 21 17.     (N)    097 03 56.     (W)     SCALED    
 AX1742* NAVD 88     -        94.59   (+/-2cm)     310.3    (feet)  VERTCON   
 AX1742  ___________________________________________________________________
 AX1742  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1742
 AX1742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1742
 AX1742.The horizontal coordinates were scaled from a topographic map and have
 AX1742.an estimated accuracy of +/- 6 seconds.
 AX1742
 AX1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1742.The vertical order pertains to the NGVD 29 superseded value.
 AX1742
 AX1742.The geoid height was determined by GEOID03.
 AX1742
 AX1742;                    North         East    Units  Estimated Accuracy
 AX1742;SPC TXSC     - 4,170,160.      787,810.      MT  (+/- 180 meters Scaled)
 AX1742
 AX1742                          SUPERSEDED SURVEY CONTROL
 AX1742
 AX1742  NGVD 29 (??/??/92)   94.586  (m)          310.32   (f) ADJ UNCH    2 0
 AX1742
 AX1742.Superseded values are not recommended for survey control.
 AX1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1742.See file dsdata.txt to determine how the superseded data were derived.
 AX1742
 AX1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT877488(NAD 83)
 AX1742_MARKER: DB = BENCH MARK DISK
 AX1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1742_STAMPING: R 847 1943
 AX1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1742+STABILITY: SURFACE MOTION
 AX1742
 AX1742  HISTORY     - Date     Condition        Report By
 AX1742  HISTORY     - 1943     MONUMENTED       CGS
 AX1742  HISTORY     - 1961     GOOD             NGS
 AX1742
 AX1742                          STATION DESCRIPTION
 AX1742
 AX1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1742'0.85 MI N FROM SWEET HOME.
 AX1742'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1742'PASS) RAILROAD STATION AT SWEET HOME, PROCEED 0.85 MILE NORTHERLY
 AX1742'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 42.0 FEET WEST
 AX1742'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT IS
 AX1742'31.5 FEET SOUTH OF A T FENCE CORNER POST AND 3.2 FEET SOUTH OF A 4X4
 AX1742'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1783 ***********************************************************************
 AX1783  DESIGNATION -  R 848
 AX1783  PID         -  AX1783
 AX1783  STATE/COUNTY-  TX/DE WITT
 AX1783  USGS QUAD   -  WESTHOFF (1987)
 AX1783
 AX1783                         *CURRENT SURVEY CONTROL
 AX1783  ___________________________________________________________________
 AX1783* NAD 83(1986)-  29 12 21.     (N)    097 28 08.     (W)     SCALED    
 AX1783* NAVD 88     -        85.24   (+/-2cm)     279.7    (feet)  VERTCON   
 AX1783  ___________________________________________________________________
 AX1783  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AX1783
 AX1783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1783
 AX1783.The horizontal coordinates were scaled from a topographic map and have
 AX1783.an estimated accuracy of +/- 6 seconds.
 AX1783
 AX1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1783.The vertical order pertains to the NGVD 29 superseded value.
 AX1783
 AX1783.The geoid height was determined by GEOID03.
 AX1783
 AX1783;                    North         East    Units  Estimated Accuracy
 AX1783;SPC TXSC     - 4,153,080.      748,870.      MT  (+/- 180 meters Scaled)
 AX1783
 AX1783                          SUPERSEDED SURVEY CONTROL
 AX1783
 AX1783  NGVD 29 (??/??/92)   85.232  (m)          279.63   (f) ADJ UNCH    2 0
 AX1783
 AX1783.Superseded values are not recommended for survey control.
 AX1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1783.See file dsdata.txt to determine how the superseded data were derived.
 AX1783
 AX1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT488317(NAD 83)
 AX1783_MARKER: DB = BENCH MARK DISK
 AX1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1783_STAMPING: R 848 1943
 AX1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1783+STABILITY: SURFACE MOTION
 AX1783
 AX1783  HISTORY     - Date     Condition        Report By
 AX1783  HISTORY     - 1943     MONUMENTED       CGS
 AX1783
 AX1783                          STATION DESCRIPTION
 AX1783
 AX1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1783'0.8 MI N FROM WESTHOFF.
 AX1783'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1783'STATION AT WESTHOFF, PROCEED 0.8 MI. N. ALONG A GRAVEL ROAD TO A LARGE
 AX1783'FRAME RANCH HOUSE AT THE TOP OF A HILL AND SITE OF BENCH MARK. BENCH
 AX1783'MARK IS 0.1 MI. E. OF A SHARP TURN TO THE E. IN THE ROAD.  IT IS 78.8
 AX1783'FEET E. OF THE E. EDGE OF A CONCRETE WALK LEADING N. TO A LARGE FRAME
 AX1783'RANCH HOUSE, 29.7 FEET N. OF AND ABOUT 2 FEET ABOVE THE CENTERLINE OF
 AX1783'THE ROAD, 28.6 FEET E. OF THE S.E. YARD FENCE CORNER POST AND 2.5 FEET
 AX1783'W. OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2007 ***********************************************************************
 AX2007  DESIGNATION -  R 849
 AX2007  PID         -  AX2007
 AX2007  STATE/COUNTY-  TX/GONZALES
 AX2007  USGS QUAD   -  SMILEY (1987)
 AX2007
 AX2007                         *CURRENT SURVEY CONTROL
 AX2007  ___________________________________________________________________
 AX2007* NAD 83(1986)-  29 16 15.     (N)    097 39 33.     (W)     SCALED    
 AX2007* NAVD 88     -        95.34   (+/-2cm)     312.8    (feet)  VERTCON   
 AX2007  ___________________________________________________________________
 AX2007  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AX2007
 AX2007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2007
 AX2007.The horizontal coordinates were scaled from a topographic map and have
 AX2007.an estimated accuracy of +/- 6 seconds.
 AX2007
 AX2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2007.The vertical order pertains to the NGVD 29 superseded value.
 AX2007
 AX2007.The geoid height was determined by GEOID03.
 AX2007
 AX2007;                    North         East    Units  Estimated Accuracy
 AX2007;SPC TXSC     - 4,160,060.      730,290.      MT  (+/- 180 meters Scaled)
 AX2007
 AX2007                          SUPERSEDED SURVEY CONTROL
 AX2007
 AX2007  NGVD 29 (??/??/92)   95.317  (m)          312.72   (f) ADJ UNCH    2 0
 AX2007
 AX2007.Superseded values are not recommended for survey control.
 AX2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2007.See file dsdata.txt to determine how the superseded data were derived.
 AX2007
 AX2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT302387(NAD 83)
 AX2007_MARKER: DB = BENCH MARK DISK
 AX2007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2007_SP_SET: CULVERT
 AX2007_STAMPING: R 849 1943
 AX2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2007
 AX2007  HISTORY     - Date     Condition        Report By
 AX2007  HISTORY     - 1943     MONUMENTED       CGS
 AX2007  HISTORY     - 20030517 GOOD             USPSQD
 AX2007
 AX2007                          STATION DESCRIPTION
 AX2007
 AX2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2007'1.4 MI W FROM SMILEY.
 AX2007'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX2007'STATION AT SMILEY, PROCEED 1.4 MILE WESTERLY ALONG THE TRACK TO A
 AX2007'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX2007'HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 2.5
 AX2007'FOOT CONCRETE PIPE CULVERT UNDER THE TRACK.  IT IS 73.0 YARDS WEST OF
 AX2007'MILE POST NO.83, 12.8 FEET SOUTH OF AND ABOUT 2.5 FEET BELOW THE
 AX2007'CENTERLINE OF THE TRACK.
 AX2007
 AX2007                          STATION RECOVERY (2003)
 AX2007
 AX2007'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2097 ***********************************************************************
 BY2097  DESIGNATION -  R 85
 BY2097  PID         -  BY2097
 BY2097  STATE/COUNTY-  TX/ANDERSON
 BY2097  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2097
 BY2097                         *CURRENT SURVEY CONTROL
 BY2097  ___________________________________________________________________
 BY2097* NAD 83(1986)-  31 44 26.     (N)    095 37 13.     (W)     SCALED    
 BY2097* NAVD 88     -       155.262  (meters)     509.39   (feet)  ADJUSTED  
 BY2097  ___________________________________________________________________
 BY2097  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BY2097  DYNAMIC HT  -         155.072 (meters)     508.77  (feet)  COMP
 BY2097  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 BY2097
 BY2097  VERT ORDER  -  FIRST     CLASS II
 BY2097
 BY2097.The horizontal coordinates were scaled from a topographic map and have
 BY2097.an estimated accuracy of +/- 6 seconds.
 BY2097
 BY2097.The orthometric height was determined by differential leveling
 BY2097.and adjusted by the National Geodetic Survey in June 1991..
 BY2097
 BY2097.The geoid height was determined by GEOID03.
 BY2097
 BY2097.The dynamic height is computed by dividing the NAVD 88
 BY2097.geopotential number by the normal gravity value computed on the
 BY2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2097.degrees latitude (g = 980.6199 gals.).
 BY2097
 BY2097.The modeled gravity was interpolated from observed gravity values.
 BY2097
 BY2097;                    North         East    Units  Estimated Accuracy
 BY2097;SPC TX C     - 3,239,370.    1,146,450.      MT  (+/- 180 meters Scaled)
 BY2097
 BY2097                          SUPERSEDED SURVEY CONTROL
 BY2097
 BY2097  NGVD 29 (??/??/92)  155.231  (m)          509.29   (f) ADJ UNCH    1 2
 BY2097
 BY2097.Superseded values are not recommended for survey control.
 BY2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2097.See file dsdata.txt to determine how the superseded data were derived.
 BY2097
 BY2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR517146(NAD 83)
 BY2097_MARKER: DB = BENCH MARK DISK
 BY2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2097_STAMPING: R 85 1932 509.326
 BY2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2097+STABILITY: SURFACE MOTION
 BY2097
 BY2097  HISTORY     - Date     Condition        Report By
 BY2097  HISTORY     - 1932     MONUMENTED       CGS
 BY2097  HISTORY     - 1960     GOOD             NGS
 BY2097
 BY2097                          STATION DESCRIPTION
 BY2097
 BY2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2097'3.1 MI S FROM PALESTINE.
 BY2097'ABOUT 3.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2097'STATION AT PALESTINE, 1-3/4 POLES NORTH OF MILEPOST 2, ABOUT 0.2 MILE
 BY2097'EAST OF A BRICK HOUSE LOCATED ON THE TOP OF A HILL, 8 RAILS NORTH OF
 BY2097'THE CENTER LINE OF A DOUBLE POLE POWER LINE CROSSING OVER THE TRACKS,
 BY2097'48 FEET WEST OF THE WEST RAIL, 3 FEET WEST OF A FENCE, 10 FEET EAST OF
 BY2097'A LONE 38-INCH SWEET GUM TREE, ABOUT LEVEL WITH THE TRACK, AND IN THE
 BY2097'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0437 ***********************************************************************
 AX0437  DESIGNATION -  R 851
 AX0437  PID         -  AX0437
 AX0437  STATE/COUNTY-  TX/WHARTON
 AX0437  USGS QUAD   -  NEW TAITON (1981)
 AX0437
 AX0437                         *CURRENT SURVEY CONTROL
 AX0437  ___________________________________________________________________
 AX0437* NAD 83(1986)-  29 15 33.     (N)    096 18 50.     (W)     SCALED    
 AX0437* NAVD 88     -        36.98   (+/-2cm)     121.3    (feet)  VERTCON   
 AX0437  ___________________________________________________________________
 AX0437  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0437
 AX0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0437
 AX0437.The horizontal coordinates were scaled from a topographic map and have
 AX0437.an estimated accuracy of +/- 6 seconds.
 AX0437
 AX0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0437.The vertical order pertains to the NGVD 29 superseded value.
 AX0437
 AX0437.The geoid height was determined by GEOID03.
 AX0437
 AX0437;                    North         East    Units  Estimated Accuracy
 AX0437;SPC TXSC     - 4,161,020.      861,020.      MT  (+/- 180 meters Scaled)
 AX0437
 AX0437                          SUPERSEDED SURVEY CONTROL
 AX0437
 AX0437  NGVD 29 (??/??/92)   36.983  (m)          121.34   (f) ADJ UNCH    2 0
 AX0437
 AX0437.Superseded values are not recommended for survey control.
 AX0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0437.See file dsdata.txt to determine how the superseded data were derived.
 AX0437
 AX0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT610396(NAD 83)
 AX0437_MARKER: DB = BENCH MARK DISK
 AX0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0437_STAMPING: R-851 1943
 AX0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0437+STABILITY: SURFACE MOTION
 AX0437
 AX0437  HISTORY     - Date     Condition        Report By
 AX0437  HISTORY     - 1943     MONUMENTED       CGS
 AX0437
 AX0437                          STATION DESCRIPTION
 AX0437
 AX0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0437'5.1 MI NW FROM EL CAMPO.
 AX0437'5.1 MILES NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE POST OFFICE AT
 AX0437'EL CAMPO, 0.2 MILE NORTHWEST OF A CROSS-ROAD, SET AT A T ROAD, 53.6
 AX0437'FEET NORTHEAST OF THE CENTER-LINE OF THE HIGHWAY, 14.5 FEET NORTHWEST
 AX0437'OF THE CENTER-LINE OF THE PRIVATE ROAD LEADING NORTHEAST, 4.5 FEET
 AX0437'NORTHWEST OF THE FENCE POST, 4 FEET EAST OF TELEPHONE POLE NO. 195,
 AX0437'1.4 FEET NORTHWEST OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP
 AX0437'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0723 ***********************************************************************
 AX0723  DESIGNATION -  R 852
 AX0723  PID         -  AX0723
 AX0723  STATE/COUNTY-  TX/WHARTON
 AX0723  USGS QUAD   -  GANADO NE (1981)
 AX0723
 AX0723                         *CURRENT SURVEY CONTROL
 AX0723  ___________________________________________________________________
 AX0723* NAD 83(1986)-  29 13 39.     (N)    096 32 54.     (W)     SCALED    
 AX0723* NAVD 88     -        34.81   (+/-2cm)     114.2    (feet)  VERTCON   
 AX0723  ___________________________________________________________________
 AX0723  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0723
 AX0723  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0723
 AX0723.The horizontal coordinates were scaled from a topographic map and have
 AX0723.an estimated accuracy of +/- 6 seconds.
 AX0723
 AX0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0723.The vertical order pertains to the NGVD 29 superseded value.
 AX0723
 AX0723.The geoid height was determined by GEOID03.
 AX0723
 AX0723;                    North         East    Units  Estimated Accuracy
 AX0723;SPC TXSC     - 4,157,010.      838,310.      MT  (+/- 180 meters Scaled)
 AX0723
 AX0723                          SUPERSEDED SURVEY CONTROL
 AX0723
 AX0723  NGVD 29 (??/??/92)   34.813  (m)          114.22   (f) ADJ UNCH    2 0
 AX0723
 AX0723.Superseded values are not recommended for survey control.
 AX0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0723.See file dsdata.txt to determine how the superseded data were derived.
 AX0723
 AX0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT383356(NAD 83)
 AX0723_MARKER: DB = BENCH MARK DISK
 AX0723_SETTING: 0 = UNSPECIFIED SETTING
 AX0723_STAMPING: R 852 1943
 AX0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0723
 AX0723  HISTORY     - Date     Condition        Report By
 AX0723  HISTORY     - 1943     MONUMENTED       CGS
 AX0723
 AX0723                          STATION DESCRIPTION
 AX0723
 AX0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0723'14.4 MI N FROM GANADO.
 AX0723'0.3 MI. S.W. ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE STATION
 AX0723'AT GANADO, 14.1 MI. N. ALONG THE COUNTY ROAD, SET AT A T ROAD, 57 FEET
 AX0723'S. OF THE CENTERLINE OF THE E-W ROAD, 36 FEET E. OF THE CENTERLINE OF
 AX0723'THE ROAD LEADING S., 3 FEET N.W. OF THE FENCE, 1.7 FEET N. OF
 AX0723'REFERENCE POST.  PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0748 ***********************************************************************
 AX0748  DESIGNATION -  R 853
 AX0748  PID         -  AX0748
 AX0748  STATE/COUNTY-  TX/LAVACA
 AX0748  USGS QUAD   -  SPEAKS (1981)
 AX0748
 AX0748                         *CURRENT SURVEY CONTROL
 AX0748  ___________________________________________________________________
 AX0748* NAD 83(1993)-  29 16 25.19681(N)    096 40 48.43176(W)     ADJUSTED  
 AX0748* NAVD 88     -        46.020  (meters)     150.98   (feet)  ADJUSTED  
 AX0748  ___________________________________________________________________
 AX0748  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AX0748  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0748  DYNAMIC HT  -          45.955 (meters)     150.77  (feet)  COMP
 AX0748  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 AX0748
 AX0748  HORZ ORDER  -  THIRD
 AX0748  VERT ORDER  -  FIRST     CLASS I
 AX0748
 AX0748.The horizontal coordinates were established by classical geodetic methods
 AX0748.and adjusted by the National Geodetic Survey in February 1996..
 AX0748
 AX0748.The orthometric height was determined by differential leveling
 AX0748.and adjusted by the National Geodetic Survey in June 1991..
 AX0748
 AX0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0748
 AX0748.The geoid height was determined by GEOID03.
 AX0748
 AX0748.The dynamic height is computed by dividing the NAVD 88
 AX0748.geopotential number by the normal gravity value computed on the
 AX0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0748.degrees latitude (g = 980.6199 gals.).
 AX0748
 AX0748.The modeled gravity was interpolated from observed gravity values.
 AX0748
 AX0748;                    North         East     Units Scale Factor Converg.
 AX0748;SPC TXSC     - 4,161,862.544   825,403.111   MT  0.99986381   +1 08 11.5
 AX0748;SPC TXSC     -13,654,377.36  2,708,010.04   sFT  0.99986381   +1 08 11.5
 AX0748;UTM  14      - 3,240,538.051   725,390.787   MT  1.00022690   +1 08 05.5
 AX0748
 AX0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0748!SPC TXSC     -   0.99999706  x   0.99986381  =   0.99986087
 AX0748!UTM  14      -   0.99999706  x   1.00022690  =   1.00022396
 AX0748
 AX0748:                Primary Azimuth Mark                     Grid Az
 AX0748:SPC TXSC     -  S 853 RESET                              263 22 38.9
 AX0748:UTM  14      -  S 853 RESET                              263 22 44.9
 AX0748
 AX0748|---------------------------------------------------------------------|
 AX0748| PID    Reference Object                     Distance      Geod. Az  |
 AX0748|                                                           dddmmss.s |
 AX0748| AX2719 S 853 RESET                         APPROX. 1.9 KM 2643050.4 |
 AX0748|---------------------------------------------------------------------|
 AX0748
 AX0748                          SUPERSEDED SURVEY CONTROL
 AX0748
 AX0748  NAD 83(1986)-  29 16 25.21094(N)    096 40 48.41825(W) AD(       ) 3
 AX0748  NAD 27      -  29 16 24.32923(N)    096 40 47.50988(W) AD(       ) 3
 AX0748  NGVD 29 (??/??/92)   46.019  (m)          150.98   (f) ADJ UNCH    1 1
 AX0748
 AX0748.Superseded values are not recommended for survey control.
 AX0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0748.See file dsdata.txt to determine how the superseded data were derived.
 AX0748
 AX0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2539140538(NAD 83)
 AX0748_MARKER: DB = BENCH MARK DISK
 AX0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0748_STAMPING: R 853 1943
 AX0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0748+STABILITY: SURFACE MOTION
 AX0748
 AX0748  HISTORY     - Date     Condition        Report By
 AX0748  HISTORY     - 1943     MONUMENTED       CGS
 AX0748  HISTORY     - 1962     GOOD             USGS
 AX0748  HISTORY     - 1972     GOOD             NGS
 AX0748  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0748
 AX0748                          STATION DESCRIPTION
 AX0748
 AX0748'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX0748'1.1 MI. N. OF, ALONG THE SPEAKS-HALLETTSVILLE RD. FROM THE POST OFFICE
 AX0748'AT SPEAKS, THENCE 1.2 MI. E. ALONG THE COUNTY RD., SET AT A GATE, 20
 AX0748'FT. N. OF THE CENTERLINE OF THE MAIN RD., 9 FT. W. OF THE CENTERLINE
 AX0748'OF THE RD. LEADING N., 4.2 FT. W. OF THE W. GATE POST, 1.3 FT. S. OF
 AX0748'THE FENCE, 1.7 FT. E. OF THE REFERENCE POST.
 AX0748'
 AX0748'STATION MARK--STANDARD USC AND GS BENCH MARK DISK SET IN TOP OF A
 AX0748'CONCRETE POST PROJECTING ABOUT 0.5 FT. ABOVE GROUND, STAMPED
 AX0748'---R-853 1943---.
 AX0748
 AX0748                          STATION RECOVERY (1972)
 AX0748
 AX0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX0748'2.4 MI NE FROM SPEAKS.
 AX0748'ABOUT 1.2 MILES NORTH ALONG FARM ROAD 530 FROM THE POST OFFICE AND
 AX0748'STORE AT SPEAKS, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, 26 1/2
 AX0748'FEET NORTH OF THE CENTER LINE OF THE ROAD, 216 FEET EAST OF A FENCE,
 AX0748'45 FEET NORTH AND ACROSS THE ROAD FROM THE EAST GATE POST AT THE
 AX0748'ENTRANCE TO THE FRANK J. FRITSCH RANCH, 1 FOOT SOUTH OF A FENCE, 1.5
 AX0748'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AX0748'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 AX0748'SURFACE OF THE GROUND.
 AX0748
 AX0748                          STATION RECOVERY (1997)
 AX0748
 AX0748'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0814 ***********************************************************************
 AX0814  DESIGNATION -  R 854
 AX0814  PID         -  AX0814
 AX0814  STATE/COUNTY-  TX/LAVACA
 AX0814  USGS QUAD   -  SUBLIME (1981)
 AX0814
 AX0814                         *CURRENT SURVEY CONTROL
 AX0814  ___________________________________________________________________
 AX0814* NAD 83(1986)-  29 27 22.     (N)    096 47 09.     (W)     SCALED    
 AX0814* NAVD 88     -        67.38   (+/-2cm)     221.1    (feet)  VERTCON   
 AX0814  ___________________________________________________________________
 AX0814  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0814
 AX0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0814
 AX0814.The horizontal coordinates were scaled from a topographic map and have
 AX0814.an estimated accuracy of +/- 6 seconds.
 AX0814
 AX0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0814.The vertical order pertains to the NGVD 29 superseded value.
 AX0814
 AX0814.The geoid height was determined by GEOID03.
 AX0814
 AX0814;                    North         East    Units  Estimated Accuracy
 AX0814;SPC TXSC     - 4,181,880.      814,750.      MT  (+/- 180 meters Scaled)
 AX0814
 AX0814                          SUPERSEDED SURVEY CONTROL
 AX0814
 AX0814  NGVD 29 (??/??/92)   67.374  (m)          221.04   (f) ADJ UNCH    2 0
 AX0814
 AX0814.Superseded values are not recommended for survey control.
 AX0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0814.See file dsdata.txt to determine how the superseded data were derived.
 AX0814
 AX0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT147605(NAD 83)
 AX0814_MARKER: DB = BENCH MARK DISK
 AX0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0814_STAMPING: R 854 1943
 AX0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0814+STABILITY: SURFACE MOTION
 AX0814
 AX0814  HISTORY     - Date     Condition        Report By
 AX0814  HISTORY     - 1943     MONUMENTED       CGS
 AX0814  HISTORY     - 1962     GOOD             USGS
 AX0814  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0814
 AX0814                          STATION DESCRIPTION
 AX0814
 AX0814'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX0814'1.8 MI S FROM SUBLIME.
 AX0814'P.O. SUBLIME, LAVACA COUNTY, 1.8 MI. S. OF ALONG COUNTY ROAD TO
 AX0814'VIENNA, AT A SIDE ROAD LEADING S.W., 21 FEET S.W. OF CENTERLINE OF
 AX0814'COUNTY ROAD, 18 FEET S.E. OF A T FENCE, 9 FEET N. OF CENTERLINE OF
 AX0814'SIDE ROAD.  PROJECTS 0.4 FOOT.
 AX0814
 AX0814                          STATION RECOVERY (1997)
 AX0814
 AX0814'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0815 ***********************************************************************
 AX0815  DESIGNATION -  R 854 RESET 1974
 AX0815  PID         -  AX0815
 AX0815  STATE/COUNTY-  TX/LAVACA
 AX0815  USGS QUAD   -  SUBLIME (1981)
 AX0815
 AX0815                         *CURRENT SURVEY CONTROL
 AX0815  ___________________________________________________________________
 AX0815* NAD 83(1986)-  29 27 23.     (N)    096 47 10.     (W)     SCALED    
 AX0815* NAVD 88     -        67.46   (+/-2cm)     221.3    (feet)  VERTCON   
 AX0815  ___________________________________________________________________
 AX0815  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0815
 AX0815  VERT ORDER  -  THIRD (See Below)
 AX0815
 AX0815.The horizontal coordinates were scaled from a topographic map and have
 AX0815.an estimated accuracy of +/- 6 seconds.
 AX0815
 AX0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0815.The vertical order pertains to the NGVD 29 superseded value.
 AX0815
 AX0815.The geoid height was determined by GEOID03.
 AX0815
 AX0815;                    North         East    Units  Estimated Accuracy
 AX0815;SPC TXSC     - 4,181,910.      814,720.      MT  (+/- 180 meters Scaled)
 AX0815
 AX0815                          SUPERSEDED SURVEY CONTROL
 AX0815
 AX0815  NGVD 29 (01/29/03)   67.46   (m)          221.3    (f) RESET       3  
 AX0815
 AX0815.Superseded values are not recommended for survey control.
 AX0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0815.See file dsdata.txt to determine how the superseded data were derived.
 AX0815
 AX0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT147605(NAD 83)
 AX0815_MARKER: DB = BENCH MARK DISK
 AX0815_SETTING: 0 = UNSPECIFIED SETTING
 AX0815_STAMPING: R 854 RESET 1974
 AX0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0815+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX0815
 AX0815  HISTORY     - Date     Condition        Report By
 AX0815  HISTORY     - 1974     MONUMENTED       NGS
 AX0815  HISTORY     - 19970607 GOOD             USPSQD
 AX0815  HISTORY     - 20041026 GOOD             USPSQD
 AX0815
 AX0815                          STATION DESCRIPTION
 AX0815
 AX0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AX0815'1.5 MI S FROM SUBLIME.
 AX0815'FROM THE INTERSECTION OF U.S. HIGHWAY 90A AND FARM ROAD 3283 IN
 AX0815'SUBLIME, GO SOUTHERLY ON FARM ROAD 3283 FOR 1.3 MILES TO A SIDE ROAD
 AX0815'ON THE RIGHT AND MARK ON THE RIGHT.  THE MARK IS A CAST ALUMINUM
 AX0815'MONUMENT, THAT PROJECTS ABOUT 4-INCHES.  ITS ABOUT 300 FEET NORTHEAST
 AX0815'OF A LARGE RED BRICK HOUSE, 50 FEET WEST OF THE CENTER OF ROAD, 24
 AX0815'FEET SOUTH-SOUTHEAST OF A BURIED TELEPHONE CABLE WARNING SIGN POST, 10
 AX0815'FEET SOUTH OF THE CENTER OF ROAD AND 1-FOOT WEST OF A METAL WITNESS
 AX0815'POST.
 AX0815
 AX0815                          STATION RECOVERY (1997)
 AX0815
 AX0815'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0815'RECOVERED IN GOOD CONDITION.
 AX0815
 AX0815                          STATION RECOVERY (2004)
 AX0815
 AX0815'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1650 ***********************************************************************
 AN1650  DESIGNATION -  R 855
 AN1650  PID         -  AN1650
 AN1650  STATE/COUNTY-  TX/KARNES
 AN1650  USGS QUAD   -  HELENA (1987)
 AN1650
 AN1650                         *CURRENT SURVEY CONTROL
 AN1650  ___________________________________________________________________
 AN1650* NAD 83(1986)-  28 57 13.     (N)    097 49 27.     (W)     SCALED    
 AN1650* NAVD 88     -        92.92   (+/-2cm)     304.9    (feet)  VERTCON   
 AN1650  ___________________________________________________________________
 AN1650  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AN1650
 AN1650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1650
 AN1650.The horizontal coordinates were scaled from a topographic map and have
 AN1650.an estimated accuracy of +/- 6 seconds.
 AN1650
 AN1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1650.The vertical order pertains to the NGVD 29 superseded value.
 AN1650
 AN1650.The geoid height was determined by GEOID03.
 AN1650
 AN1650;                    North         East    Units  Estimated Accuracy
 AN1650;SPC TXSC     - 4,124,730.      714,610.      MT  (+/- 180 meters Scaled)
 AN1650
 AN1650                          SUPERSEDED SURVEY CONTROL
 AN1650
 AN1650  NGVD 29 (??/??/92)   92.893  (m)          304.77   (f) ADJ UNCH    2 0
 AN1650
 AN1650.Superseded values are not recommended for survey control.
 AN1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1650.See file dsdata.txt to determine how the superseded data were derived.
 AN1650
 AN1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT145034(NAD 83)
 AN1650_MARKER: DB = BENCH MARK DISK
 AN1650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1650_SP_SET: FOUNDATION
 AN1650_STAMPING: R 855 1943
 AN1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1650
 AN1650  HISTORY     - Date     Condition        Report By
 AN1650  HISTORY     - 1943     MONUMENTED       CGS
 AN1650  HISTORY     - 20040917 MARK NOT FOUND   USPSQD
 AN1650
 AN1650                          STATION DESCRIPTION
 AN1650
 AN1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1650'IN HELENA.
 AN1650'AT HELENA, KARNES COUNTY, AT THE FOUR CORNERS, IN THE CENTER OF THE
 AN1650'TOP OF THE NORTH END OF A 3- BY 3-FOOT CONCRETE FOUNDATION OF A LARGE
 AN1650'SERVICE-STATION SIGN, 39.7 FEET WEST OF THE CENTER LINE OF STATE
 AN1650'HIGHWAY 80, 127 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD, 2-1/2
 AN1650'FEET SOUTHEAST OF A POLE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A
 AN1650'STANDARD DISK, STAMPED R 855 1943.
 AN1650
 AN1650                          STATION RECOVERY (2004)
 AN1650
 AN1650'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN1650'CONCRETE FOUNDATION MOVED AND TURNED UPSIDE DOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2817 ***********************************************************************
 AX2817  DESIGNATION -  R 856 RESET
 AX2817  PID         -  AX2817
 AX2817  STATE/COUNTY-  TX/GONZALES
 AX2817  USGS QUAD   -  NIXON (1987)
 AX2817
 AX2817                         *CURRENT SURVEY CONTROL
 AX2817  ___________________________________________________________________
 AX2817* NAD 83(1986)-  29 15 34.     (N)    097 45 39.     (W)     SCALED    
 AX2817* NAVD 88     -       105.50   (+/-2cm)     346.1    (feet)  VERTCON   
 AX2817  ___________________________________________________________________
 AX2817  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2817
 AX2817  VERT ORDER  -  THIRD (See Below)
 AX2817
 AX2817.The horizontal coordinates were scaled from a topographic map and have
 AX2817.an estimated accuracy of +/- 6 seconds.
 AX2817
 AX2817.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2817.The vertical order pertains to the NGVD 29 superseded value.
 AX2817
 AX2817.The geoid height was determined by GEOID03.
 AX2817
 AX2817;                    North         East    Units  Estimated Accuracy
 AX2817;SPC TXSC     - 4,158,690.      720,420.      MT  (+/- 180 meters Scaled)
 AX2817
 AX2817                          SUPERSEDED SURVEY CONTROL
 AX2817
 AX2817  NGVD 29 (01/29/03)  105.46   (m)          346.0    (f) RESET       3  
 AX2817
 AX2817.Superseded values are not recommended for survey control.
 AX2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2817.See file dsdata.txt to determine how the superseded data were derived.
 AX2817
 AX2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT203373(NAD 83)
 AX2817_MARKER: DB = BENCH MARK DISK
 AX2817_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2817_SP_SET: HEADWALL
 AX2817_STAMPING: R 856 RESET 1979
 AX2817_MARK LOGO: NGS   
 AX2817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2817+STABILITY: SURFACE MOTION
 AX2817
 AX2817  HISTORY     - Date     Condition        Report By
 AX2817  HISTORY     - 1979     MONUMENTED       TXHD
 AX2817  HISTORY     - 20030517 GOOD             USPSQD
 AX2817
 AX2817                          STATION DESCRIPTION
 AX2817
 AX2817'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1979
 AX2817'ON STATE HIGHWAY 80, 0.6 MI (1.0 KM) SOUTH OF THE INTERSECTION WITH
 AX2817'U.S. HIGHWAY 87 IN NIXON, IN THE SOUTH END OF CULVERT.
 AX2817
 AX2817                          STATION RECOVERY (2003)
 AX2817
 AX2817'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1950 ***********************************************************************
 AX1950  DESIGNATION -  R 857
 AX1950  PID         -  AX1950
 AX1950  STATE/COUNTY-  TX/KARNES
 AX1950  USGS QUAD   -  GARFIELD (1987)
 AX1950
 AX1950                         *CURRENT SURVEY CONTROL
 AX1950  ___________________________________________________________________
 AX1950* NAD 83(1986)-  29 05 14.     (N)    097 39 01.     (W)     SCALED    
 AX1950* NAVD 88     -       140.57   (+/-2cm)     461.2    (feet)  VERTCON   
 AX1950  ___________________________________________________________________
 AX1950  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AX1950
 AX1950  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1950
 AX1950.The horizontal coordinates were scaled from a topographic map and have
 AX1950.an estimated accuracy of +/- 6 seconds.
 AX1950
 AX1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1950.The vertical order pertains to the NGVD 29 superseded value.
 AX1950
 AX1950.The geoid height was determined by GEOID03.
 AX1950
 AX1950;                    North         East    Units  Estimated Accuracy
 AX1950;SPC TXSC     - 4,139,720.      731,390.      MT  (+/- 180 meters Scaled)
 AX1950
 AX1950                          SUPERSEDED SURVEY CONTROL
 AX1950
 AX1950  NGVD 29 (??/??/92)  140.536  (m)          461.08   (f) ADJ UNCH    2 0
 AX1950
 AX1950.Superseded values are not recommended for survey control.
 AX1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1950.See file dsdata.txt to determine how the superseded data were derived.
 AX1950
 AX1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT313184(NAD 83)
 AX1950_MARKER: DB = BENCH MARK DISK
 AX1950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1950_SP_SET: CULVERT
 AX1950_STAMPING: R 857 1943
 AX1950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1950
 AX1950  HISTORY     - Date     Condition        Report By
 AX1950  HISTORY     - 1943     MONUMENTED       CGS
 AX1950
 AX1950                          STATION DESCRIPTION
 AX1950
 AX1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1950'3.7 MI W FROM DAVY.
 AX1950'TO REACH FROM THE SCHOOL BUILDING AT DAVY, PROCEED 3.7 MILES WESTERLY
 AX1950'ALONG A GRAVEL ROAD TO A CONCRETE CULVERT AND SITE OF BENCH MARK.
 AX1950'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH
 AX1950'HEADWALL OF A 2X4 FOOT CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS
 AX1950'0.25 MILE WEST OF THE KARNES - DEWITT COUNTY LINE, 67.0 YARDS EAST OF
 AX1950'THE SOUTH END OF A DOUBLE TURN IN THE ROAD, 12.5 FEET NORTH OF AND
 AX1950'ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1636 ***********************************************************************
 AN1636  DESIGNATION -  R 858
 AN1636  PID         -  AN1636
 AN1636  STATE/COUNTY-  TX/KARNES
 AN1636  USGS QUAD   -  RUNGE (1987)
 AN1636
 AN1636                         *CURRENT SURVEY CONTROL
 AN1636  ___________________________________________________________________
 AN1636* NAD 83(1986)-  28 58 08.     (N)    097 44 01.     (W)     SCALED    
 AN1636* NAVD 88     -       101.60   (+/-2cm)     333.3    (feet)  VERTCON   
 AN1636  ___________________________________________________________________
 AN1636  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AN1636
 AN1636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1636
 AN1636.The horizontal coordinates were scaled from a topographic map and have
 AN1636.an estimated accuracy of +/- 6 seconds.
 AN1636
 AN1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1636.The vertical order pertains to the NGVD 29 superseded value.
 AN1636
 AN1636.The geoid height was determined by GEOID03.
 AN1636
 AN1636;                    North         East    Units  Estimated Accuracy
 AN1636;SPC TXSC     - 4,126,520.      723,420.      MT  (+/- 180 meters Scaled)
 AN1636
 AN1636                          SUPERSEDED SURVEY CONTROL
 AN1636
 AN1636  NGVD 29 (??/??/92)  101.577  (m)          333.26   (f) ADJ UNCH    2 0
 AN1636
 AN1636.Superseded values are not recommended for survey control.
 AN1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1636.See file dsdata.txt to determine how the superseded data were derived.
 AN1636
 AN1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT233051(NAD 83)
 AN1636_MARKER: DB = BENCH MARK DISK
 AN1636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1636_SP_SET: CULVERT
 AN1636_STAMPING: R 858 1943
 AN1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1636
 AN1636  HISTORY     - Date     Condition        Report By
 AN1636  HISTORY     - 1943     MONUMENTED       CGS
 AN1636
 AN1636                          STATION DESCRIPTION
 AN1636
 AN1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1636'0.3 MI SE FROM HELENA.
 AN1636'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE FOUR CORNERS AT
 AN1636'HELENA, KARNES COUNTY, THENCE ABOUT 6.2 MILES NORTHEAST ALONG A DIRT
 AN1636'ROAD.  ABOUT 0.25 MILE EAST OF THE INTERSECTION OF A DIRT CROSS ROAD,
 AN1636'IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST RETAINING WALL OF A
 AN1636'5- BY 5-FOOT CONCRETE BOX CULVERT, 8.8 FEET SOUTH OF THE CENTER LINE
 AN1636'OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.  A STANDARD
 AN1636'DISK, STAMPED R 858 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1989 ***********************************************************************
 AX1989  DESIGNATION -  R 859
 AX1989  PID         -  AX1989
 AX1989  STATE/COUNTY-  TX/WILSON
 AX1989  USGS QUAD   -  STOCKDALE (1987)
 AX1989
 AX1989                         *CURRENT SURVEY CONTROL
 AX1989  ___________________________________________________________________
 AX1989* NAD 83(1986)-  29 14 15.     (N)    097 56 43.     (W)     SCALED    
 AX1989* NAVD 88     -       144.04   (+/-2cm)     472.6    (feet)  VERTCON   
 AX1989  ___________________________________________________________________
 AX1989  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AX1989
 AX1989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1989
 AX1989.The horizontal coordinates were scaled from a topographic map and have
 AX1989.an estimated accuracy of +/- 6 seconds.
 AX1989
 AX1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1989.The vertical order pertains to the NGVD 29 superseded value.
 AX1989
 AX1989.The geoid height was determined by GEOID03.
 AX1989
 AX1989;                    North         East    Units  Estimated Accuracy
 AX1989;SPC TXSC     - 4,156,080.      702,520.      MT  (+/- 180 meters Scaled)
 AX1989
 AX1989                          SUPERSEDED SURVEY CONTROL
 AX1989
 AX1989  NGVD 29 (??/??/92)  143.982  (m)          472.38   (f) ADJ UNCH    2 0
 AX1989
 AX1989.Superseded values are not recommended for survey control.
 AX1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1989.See file dsdata.txt to determine how the superseded data were derived.
 AX1989
 AX1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT024347(NAD 83)
 AX1989_MARKER: DB = BENCH MARK DISK
 AX1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1989_STAMPING: R 859 1943
 AX1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1989+STABILITY: SURFACE MOTION
 AX1989
 AX1989  HISTORY     - Date     Condition        Report By
 AX1989  HISTORY     - 1943     MONUMENTED       CGS
 AX1989
 AX1989                          STATION DESCRIPTION
 AX1989
 AX1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1989'1.1 MI E FROM STOCKDALE.
 AX1989'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1989'STATION AT STOCKDALE, PROCEED 1.1 MILE EASTERLY ALONG THE TRACK TO
 AX1989'MILE POST NO.101 AND SITE OF BENCH MARK.  BENCH MARK IS 79.7 FEET
 AX1989'NORTHEAST OF AND ACROSS THE TRACK FROM MILE POST NO.101.  IT IS 48.0
 AX1989'FEET NORTHEAST OF AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF THE
 AX1989'TRACK, 8.5 FEET NORTH NORTHEAST OF A TELEPHONE POLE, 8.5 FEET SOUTH
 AX1989'SOUTHWEST OF THE CENTERLINE OF A 3.0 FOOT OAK TREE AND 3.1 FEET EAST
 AX1989'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1989'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1377 ***********************************************************************
 BY1377  DESIGNATION -  R 86
 BY1377  PID         -  BY1377
 BY1377  STATE/COUNTY-  TX/HOUSTON
 BY1377  USGS QUAD   -  CROCKETT (1950)
 BY1377
 BY1377                         *CURRENT SURVEY CONTROL
 BY1377  ___________________________________________________________________
 BY1377* NAD 83(1986)-  31 15 50.     (N)    095 28 42.     (W)     SCALED    
 BY1377* NAVD 88     -       108.93   (+/-2cm)     357.4    (feet)  VERTCON   
 BY1377  ___________________________________________________________________
 BY1377  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY1377
 BY1377  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1377
 BY1377.The horizontal coordinates were scaled from a topographic map and have
 BY1377.an estimated accuracy of +/- 6 seconds.
 BY1377
 BY1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1377.The vertical order pertains to the NGVD 29 superseded value.
 BY1377
 BY1377.The geoid height was determined by GEOID03.
 BY1377
 BY1377;                    North         East    Units  Estimated Accuracy
 BY1377;SPC TX C     - 3,187,150.    1,162,200.      MT  (+/- 180 meters Scaled)
 BY1377
 BY1377                          SUPERSEDED SURVEY CONTROL
 BY1377
 BY1377  NGVD 29 (??/??/92)  108.922  (m)          357.35   (f) ADJ UNCH    1 2
 BY1377
 BY1377.Superseded values are not recommended for survey control.
 BY1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1377.See file dsdata.txt to determine how the superseded data were derived.
 BY1377
 BY1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ640614(NAD 83)
 BY1377_MARKER: DB = BENCH MARK DISK
 BY1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1377_STAMPING: R 86 1932 357.450
 BY1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1377+STABILITY: SURFACE MOTION
 BY1377
 BY1377  HISTORY     - Date     Condition        Report By
 BY1377  HISTORY     - 1932     MONUMENTED       CGS
 BY1377  HISTORY     - 1947     MARK NOT FOUND   NGS
 BY1377  HISTORY     - 1960     MARK NOT FOUND   NGS
 BY1377
 BY1377                          STATION DESCRIPTION
 BY1377
 BY1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1377'3.7 MI S FROM CROCKETT.
 BY1377'3.7 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 BY1377'THE STATION AT CROCKETT, 2 1/2 POLES SOUTH OF MILEPOST 41, 30 FEET
 BY1377'SOUTH OF A ROAD CROSSING AND 60 FEET WEST OF THE TRACK.  A STANDARD
 BY1377'DISK, STAMPED 357.450 R 86 1932 AND SET IN THE TOP OF A CONCRETE POST.
 BY1377
 BY1377                          STATION RECOVERY (1960)
 BY1377
 BY1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0451 ***********************************************************************
 AX0451  DESIGNATION -  R 860
 AX0451  PID         -  AX0451
 AX0451  STATE/COUNTY-  TX/COLORADO
 AX0451  USGS QUAD   -  SHERIDAN NE (1981)
 AX0451
 AX0451                         *CURRENT SURVEY CONTROL
 AX0451  ___________________________________________________________________
 AX0451* NAD 83(1986)-  29 25 41.     (N)    096 30 02.     (W)     SCALED    
 AX0451* NAVD 88     -        49.65   (+/-2cm)     162.9    (feet)  VERTCON   
 AX0451  ___________________________________________________________________
 AX0451  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0451
 AX0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0451
 AX0451.The horizontal coordinates were scaled from a topographic map and have
 AX0451.an estimated accuracy of +/- 6 seconds.
 AX0451
 AX0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0451.The vertical order pertains to the NGVD 29 superseded value.
 AX0451
 AX0451.The geoid height was determined by GEOID03.
 AX0451
 AX0451;                    North         East    Units  Estimated Accuracy
 AX0451;SPC TXSC     - 4,179,330.      842,480.      MT  (+/- 180 meters Scaled)
 AX0451
 AX0451                          SUPERSEDED SURVEY CONTROL
 AX0451
 AX0451  NGVD 29 (??/??/92)   49.643  (m)          162.87   (f) ADJ UNCH    2 0
 AX0451
 AX0451.Superseded values are not recommended for survey control.
 AX0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0451.See file dsdata.txt to determine how the superseded data were derived.
 AX0451
 AX0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT424580(NAD 83)
 AX0451_MARKER: DB = BENCH MARK DISK
 AX0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0451_STAMPING: R-860 1943
 AX0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0451+STABILITY: SURFACE MOTION
 AX0451
 AX0451  HISTORY     - Date     Condition        Report By
 AX0451  HISTORY     - 1943     MONUMENTED       CGS
 AX0451
 AX0451                          STATION DESCRIPTION
 AX0451
 AX0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0451'7.2 MI NW FROM GARWOOD.
 AX0451'0.6 MILE NORTH ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT GARWOOD,
 AX0451'THENCE 6.6 MILES NORTHWEST ALONG THE COUNTY ROAD, ABOUT 0.1 MILE
 AX0451'SOUTHEAST OF THE CANAL, 23 FEET NORTHEAST OF THE CENTER-LINE OF THE
 AX0451'ROAD, 25 FEET NORTHWEST OF THE CENTER-LINE OF THE ROAD TO THE STOCK
 AX0451'PEN, 1.9 FEET NORTHEAST OF THE FENCE, 1.4 FEET SOUTHEAST OF REFERENCE
 AX0451'POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 AX0451'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0452 ***********************************************************************
 AX0452  DESIGNATION -  R 860 RESET 1954
 AX0452  PID         -  AX0452
 AX0452  STATE/COUNTY-  TX/COLORADO
 AX0452  USGS QUAD   -  SHERIDAN NE (1981)
 AX0452
 AX0452                         *CURRENT SURVEY CONTROL
 AX0452  ___________________________________________________________________
 AX0452* NAD 83(1986)-  29 25 41.     (N)    096 30 02.     (W)     SCALED    
 AX0452* NAVD 88     -        49.52   (+/-2cm)     162.5    (feet)  VERTCON   
 AX0452  ___________________________________________________________________
 AX0452  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0452
 AX0452  VERT ORDER  -  THIRD (See Below)
 AX0452
 AX0452.The horizontal coordinates were scaled from a topographic map and have
 AX0452.an estimated accuracy of +/- 6 seconds.
 AX0452
 AX0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0452.The vertical order pertains to the NGVD 29 superseded value.
 AX0452
 AX0452.The geoid height was determined by GEOID03.
 AX0452
 AX0452;                    North         East    Units  Estimated Accuracy
 AX0452;SPC TXSC     - 4,179,330.      842,480.      MT  (+/- 180 meters Scaled)
 AX0452
 AX0452                          SUPERSEDED SURVEY CONTROL
 AX0452
 AX0452  NGVD 29 (01/29/03)   49.51   (m)          162.4    (f) RESET       3  
 AX0452
 AX0452.Superseded values are not recommended for survey control.
 AX0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0452.See file dsdata.txt to determine how the superseded data were derived.
 AX0452
 AX0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT424580(NAD 83)
 AX0452_MARKER: DB = BENCH MARK DISK
 AX0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0452_STAMPING: R 860 RESET 1954
 AX0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0452+STABILITY: SURFACE MOTION
 AX0452
 AX0452  HISTORY     - Date     Condition        Report By
 AX0452  HISTORY     - 1954     MONUMENTED       TXHD
 AX0452
 AX0452                          STATION DESCRIPTION
 AX0452
 AX0452'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AX0452'6.9 MI SW FROM GARWOOD.
 AX0452'6.9 MILES SOUTHWEST AND NORTHWEST ALONG FARM-TO-MARKET HIGHWAY 1693
 AX0452'FROM THE JUNCTION OF STATE HIGHWAY 71 AT GARWOOD, COLORADO COUNTY, 0.1
 AX0452'MILE SOUTHEAST OF A CANAL, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 AX0452'HIGHWAY, 96.3 FEET SOUTHEAST OF A CORRAL FENCE, UNDER A FENCE, 2.0
 AX0452'FEET NORTHWEST OF A CORNER POST OF A GAP, AND 1.3 FEET SOUTHEAST OF A
 AX0452'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED R 860 RESET 1954,
 AX0452'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AX0452'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0948 ***********************************************************************
 AN0948  DESIGNATION -  R 861
 AN0948  PID         -  AN0948
 AN0948  STATE/COUNTY-  TX/GOLIAD
 AN0948  USGS QUAD   -  GOLIAD (1987)
 AN0948
 AN0948                         *CURRENT SURVEY CONTROL
 AN0948  ___________________________________________________________________
 AN0948* NAD 83(1986)-  28 37 42.     (N)    097 23 20.     (W)     SCALED    
 AN0948* NAVD 88     -        52.69   (+/-2cm)     172.9    (feet)  VERTCON   
 AN0948  ___________________________________________________________________
 AN0948  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0948
 AN0948  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0948
 AN0948.The horizontal coordinates were scaled from a topographic map and have
 AN0948.an estimated accuracy of +/- 6 seconds.
 AN0948
 AN0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0948.The vertical order pertains to the NGVD 29 superseded value.
 AN0948
 AN0948.The geoid height was determined by GEOID03.
 AN0948
 AN0948;                    North         East    Units  Estimated Accuracy
 AN0948;SPC TXSC     - 4,089,190.      757,530.      MT  (+/- 180 meters Scaled)
 AN0948
 AN0948                          SUPERSEDED SURVEY CONTROL
 AN0948
 AN0948  NGVD 29 (??/??/92)   52.753  (m)          173.07   (f) ADJ UNCH    2 0
 AN0948
 AN0948.Superseded values are not recommended for survey control.
 AN0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0948.See file dsdata.txt to determine how the superseded data were derived.
 AN0948
 AN0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS574678(NAD 83)
 AN0948_MARKER: DB = BENCH MARK DISK
 AN0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0948_STAMPING: R 861 1943
 AN0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0948+STABILITY: SURFACE MOTION
 AN0948
 AN0948  HISTORY     - Date     Condition        Report By
 AN0948  HISTORY     - 1943     MONUMENTED       CGS
 AN0948
 AN0948                          STATION DESCRIPTION
 AN0948
 AN0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0948'3.0 MI S FROM GOLIAD.
 AN0948'3.0 MILES SOUTH ALONG A COUNTY ROAD FROM THE COURTHOUSE AT GOLIAD,
 AN0948'GOLIAD COUNTY, 0.15 MILE WEST OF A T-ROAD JUNCTION, 31 FEET SOUTH OF
 AN0948'THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF A FENCE, AND 1.8 FEET
 AN0948'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED R 861
 AN0948'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN0948'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0954 ***********************************************************************
 AN0954  DESIGNATION -  R 862
 AN0954  PID         -  AN0954
 AN0954  STATE/COUNTY-  TX/GOLIAD
 AN0954  USGS QUAD   -  FANNIN (1987)
 AN0954
 AN0954                         *CURRENT SURVEY CONTROL
 AN0954  ___________________________________________________________________
 AN0954* NAD 83(1986)-  28 40 11.     (N)    097 14 11.     (W)     SCALED    
 AN0954* NAVD 88     -        40.27   (+/-2cm)     132.1    (feet)  VERTCON   
 AN0954  ___________________________________________________________________
 AN0954  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0954
 AN0954  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0954
 AN0954.The horizontal coordinates were scaled from a topographic map and have
 AN0954.an estimated accuracy of +/- 6 seconds.
 AN0954
 AN0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0954.The vertical order pertains to the NGVD 29 superseded value.
 AN0954
 AN0954.The geoid height was determined by GEOID03.
 AN0954
 AN0954;                    North         East    Units  Estimated Accuracy
 AN0954;SPC TXSC     - 4,094,000.      772,370.      MT  (+/- 180 meters Scaled)
 AN0954
 AN0954                          SUPERSEDED SURVEY CONTROL
 AN0954
 AN0954  NGVD 29 (??/??/92)   40.357  (m)          132.40   (f) ADJ UNCH    2 0
 AN0954
 AN0954.Superseded values are not recommended for survey control.
 AN0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0954.See file dsdata.txt to determine how the superseded data were derived.
 AN0954
 AN0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS723726(NAD 83)
 AN0954_MARKER: DB = BENCH MARK DISK
 AN0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0954_STAMPING: R 862 1943
 AN0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0954+STABILITY: SURFACE MOTION
 AN0954
 AN0954  HISTORY     - Date     Condition        Report By
 AN0954  HISTORY     - 1943     MONUMENTED       CGS
 AN0954  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0954
 AN0954                          STATION DESCRIPTION
 AN0954
 AN0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0954'1.7 MI S FROM FANNIN.
 AN0954'1.7 MILES SOUTH ALONG A COUNTY ROAD FROM THE TEXAS AND NEW ORLEANS
 AN0954'RAILROAD STATION AT FANNIN, GOLIAD COUNTY, 0.4 MILE NORTH OF A
 AN0954'FARMHOUSE ON THE EAST SIDE OF THE ROAD, 31 FEET EAST OF THE CENTERLINE
 AN0954'OF THE ROAD, 3 FEET NORTH OF A THREE-WAY FENCE CORNER, 0.9 FOOT EAST
 AN0954'OF THE FENCE, AND 1.6 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A
 AN0954'STANDARD DISK, STAMPED R 862 1943 AND SET IN THE TOP OF A CONCRETE
 AN0954'POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AN0954
 AN0954                          STATION RECOVERY (1990)
 AN0954
 AN0954'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1497 ***********************************************************************
 AN1497  DESIGNATION -  R 863
 AN1497  PID         -  AN1497
 AN1497  STATE/COUNTY-  TX/BEE
 AN1497  USGS QUAD   -  PAPALOTE (1979)
 AN1497
 AN1497                         *CURRENT SURVEY CONTROL
 AN1497  ___________________________________________________________________
 AN1497* NAD 83(1986)-  28 11 24.     (N)    097 37 05.     (W)     SCALED    
 AN1497* NAVD 88     -        29.35   (+/-2cm)      96.3    (feet)  VERTCON   
 AN1497  ___________________________________________________________________
 AN1497  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1497
 AN1497  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1497
 AN1497.The horizontal coordinates were scaled from a topographic map and have
 AN1497.an estimated accuracy of +/- 6 seconds.
 AN1497
 AN1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1497.The vertical order pertains to the NGVD 29 superseded value.
 AN1497
 AN1497.The geoid height was determined by GEOID03.
 AN1497
 AN1497;                    North         East    Units  Estimated Accuracy
 AN1497;SPC TXSC     - 4,040,330.      735,700.      MT  (+/- 180 meters Scaled)
 AN1497
 AN1497                          SUPERSEDED SURVEY CONTROL
 AN1497
 AN1497  NGVD 29 (??/??/92)   29.425  (m)           96.54   (f) ADJ UNCH    1 2
 AN1497
 AN1497.Superseded values are not recommended for survey control.
 AN1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1497.See file dsdata.txt to determine how the superseded data were derived.
 AN1497
 AN1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS356190(NAD 83)
 AN1497_MARKER: DB = BENCH MARK DISK
 AN1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1497_STAMPING: R-863 1943
 AN1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1497+STABILITY: SURFACE MOTION
 AN1497
 AN1497  HISTORY     - Date     Condition        Report By
 AN1497  HISTORY     - 1943     MONUMENTED       CGS
 AN1497  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1497  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1497
 AN1497                          STATION DESCRIPTION
 AN1497
 AN1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1497'5.6 MI SE FROM SKIDMORE.
 AN1497'5.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1497'STATION AT SKIDMORE, SET AT THE 1ST. POLE SOUTHEAST OF MILEPOST NO.
 AN1497'110, 33.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 44.6 FEET
 AN1497'NORTHEAST OF THE CENTER-LINE OF U.S. HIGHWAY NO. 181, 15 FEET
 AN1497'SOUTHEAST OF THE CENTER-LINE OF THE PRIVATE ROAD LEADING NORTHEAST,
 AN1497'1.3 FEET NORTHWEST OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP
 AN1497'OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 AN1497
 AN1497                          STATION RECOVERY (1981)
 AN1497
 AN1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1497'SEARCHED FOR, NOT RECOVERED.
 AN1497
 AN1497                          STATION RECOVERY (1987)
 AN1497
 AN1497'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1452 ***********************************************************************
 AN1452  DESIGNATION -  R 864
 AN1452  PID         -  AN1452
 AN1452  STATE/COUNTY-  TX/REFUGIO
 AN1452  USGS QUAD   -  REFUGIO SW (1978)
 AN1452
 AN1452                         *CURRENT SURVEY CONTROL
 AN1452  ___________________________________________________________________
 AN1452* NAD 83(1986)-  28 19 35.     (N)    097 24 42.     (W)     SCALED    
 AN1452* NAVD 88     -        23.45   (+/-2cm)      76.9    (feet)  VERTCON   
 AN1452  ___________________________________________________________________
 AN1452  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1452
 AN1452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1452
 AN1452.The horizontal coordinates were scaled from a topographic map and have
 AN1452.an estimated accuracy of +/- 6 seconds.
 AN1452
 AN1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1452.The vertical order pertains to the NGVD 29 superseded value.
 AN1452
 AN1452.The geoid height was determined by GEOID03.
 AN1452
 AN1452;                    North         East    Units  Estimated Accuracy
 AN1452;SPC TXSC     - 4,055,700.      755,760.      MT  (+/- 180 meters Scaled)
 AN1452
 AN1452                          SUPERSEDED SURVEY CONTROL
 AN1452
 AN1452  NGVD 29 (??/??/92)   23.57   (m)           77.3    (f) COMPUTED    2 0
 AN1452
 AN1452.Superseded values are not recommended for survey control.
 AN1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1452.See file dsdata.txt to determine how the superseded data were derived.
 AN1452
 AN1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS557343(NAD 83)
 AN1452_MARKER: DB = BENCH MARK DISK
 AN1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1452_STAMPING: R 864 1943
 AN1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1452+STABILITY: SURFACE MOTION
 AN1452
 AN1452  HISTORY     - Date     Condition        Report By
 AN1452  HISTORY     - 1943     MONUMENTED       CGS
 AN1452  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1452  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1452
 AN1452                          STATION DESCRIPTION
 AN1452
 AN1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1452'6.4 MI S FROM BLANCONIA.
 AN1452'IN REFUGIO COUNTY, 6.4 MILES SOUTH OF BLANCONIA, BEE COUNTY.  THIS
 AN1452'BENCH MARK MAY BE REACHED FROM THE CATHOLIC CHURCH BY GOING 0.6 MILE
 AN1452'SOUTH ALONG A COUNTY ROAD, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY
 AN1452'202, AND THENCE 5.0 MILES SOUTH ALONG A COUNTY ROAD.  IT IS 24 FEET
 AN1452'WEST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTH OF A SOUTH GATEPOST,
 AN1452'0.9 FOOT WEST OF A FENCE, AND 1.4 FEET NORTH OF A WHITE WOODEN WITNESS
 AN1452'POST.  A STANDARD DISK, STAMPED R 864 1943 AND SET IN THE TOP OF A
 AN1452'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1452
 AN1452                          STATION RECOVERY (1973)
 AN1452
 AN1452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1452'MARK NOT FOUND.
 AN1452
 AN1452                          STATION RECOVERY (1999)
 AN1452
 AN1452'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4745 ***********************************************************************
 AW4745  DESIGNATION -  R 865
 AW4745  PID         -  AW4745
 AW4745  STATE/COUNTY-  TX/FORT BEND
 AW4745  USGS QUAD   -  THOMPSONS (1980)
 AW4745
 AW4745                         *CURRENT SURVEY CONTROL
 AW4745  ___________________________________________________________________
 AW4745* NAD 83(1986)-  29 29 59.     (N)    095 35 45.     (W)     SCALED    
 AW4745* NAVD 88     -        19.24   (+/-2cm)      63.1    (feet)  VERTCON   
 AW4745  ___________________________________________________________________
 AW4745  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4745
 AW4745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4745
 AW4745.The horizontal coordinates were scaled from a topographic map and have
 AW4745.an estimated accuracy of +/- 6 seconds.
 AW4745
 AW4745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4745.The vertical order pertains to the NGVD 29 superseded value.
 AW4745
 AW4745.The geoid height was determined by GEOID03.
 AW4745
 AW4745;                    North         East    Units  Estimated Accuracy
 AW4745;SPC TXSC     - 4,189,480.      930,000.      MT  (+/- 180 meters Scaled)
 AW4745
 AW4745                          SUPERSEDED SURVEY CONTROL
 AW4745
 AW4745  NGVD 29 (??/??/92)   19.233  (m)           63.10   (f) ADJ UNCH    2 0
 AW4745
 AW4745.Superseded values are not recommended for survey control.
 AW4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4745.See file dsdata.txt to determine how the superseded data were derived.
 AW4745
 AW4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN483661(NAD 83)
 AW4745_MARKER: DB = BENCH MARK DISK
 AW4745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4745_STAMPING: R 865 1943
 AW4745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4745+STABILITY: SURFACE MOTION
 AW4745
 AW4745  HISTORY     - Date     Condition        Report By
 AW4745  HISTORY     - 1943     MONUMENTED       CGS
 AW4745  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4745  HISTORY     - 19980118 MARK NOT FOUND   USPSQD
 AW4745  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4745
 AW4745                          STATION DESCRIPTION
 AW4745
 AW4745'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4745'0.6 MI NW FROM THOMPSONS.
 AW4745'0.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AW4745'THE STATION AT THOMPSONS, FORT BEND COUNTY, OPPOSITE MILE POLE 51, 35
 AW4745'FEET NORTHEAST OF THE NORTHEAST RAIL, 38-FEET SOUTHWEST OF CENTERLINE
 AW4745'OF PAVED ROAD, 4 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 1.6
 AW4745'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 AW4745'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AW4745
 AW4745                          STATION RECOVERY (1996)
 AW4745
 AW4745'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4745'MARK NOT FOUND.
 AW4745
 AW4745                          STATION RECOVERY (1998)
 AW4745
 AW4745'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4745'MARK NOT FOUND.
 AW4745
 AW4745                          STATION RECOVERY (1998)
 AW4745
 AW4745'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1709 ***********************************************************************
 AX1709  DESIGNATION -  R 866
 AX1709  PID         -  AX1709
 AX1709  STATE/COUNTY-  TX/LAVACA
 AX1709  USGS QUAD   -  TERRYVILLE (1987)
 AX1709
 AX1709                         *CURRENT SURVEY CONTROL
 AX1709  ___________________________________________________________________
 AX1709* NAD 83(1986)-  29 12 44.     (N)    097 02 34.     (W)     SCALED    
 AX1709* NAVD 88     -        62.19   (+/-2cm)     204.0    (feet)  VERTCON   
 AX1709  ___________________________________________________________________
 AX1709  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX1709
 AX1709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1709
 AX1709.The horizontal coordinates were scaled from a topographic map and have
 AX1709.an estimated accuracy of +/- 6 seconds.
 AX1709
 AX1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1709.The vertical order pertains to the NGVD 29 superseded value.
 AX1709
 AX1709.The geoid height was determined by GEOID03.
 AX1709
 AX1709;                    North         East    Units  Estimated Accuracy
 AX1709;SPC TXSC     - 4,154,410.      790,280.      MT  (+/- 180 meters Scaled)
 AX1709
 AX1709                          SUPERSEDED SURVEY CONTROL
 AX1709
 AX1709  NGVD 29 (??/??/92)   62.202  (m)          204.07   (f) ADJ UNCH    2 0
 AX1709
 AX1709.Superseded values are not recommended for survey control.
 AX1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1709.See file dsdata.txt to determine how the superseded data were derived.
 AX1709
 AX1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT902330(NAD 83)
 AX1709_MARKER: DB = BENCH MARK DISK
 AX1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1709_STAMPING: R 866 1943
 AX1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1709+STABILITY: SURFACE MOTION
 AX1709
 AX1709  HISTORY     - Date     Condition        Report By
 AX1709  HISTORY     - 1943     MONUMENTED       CGS
 AX1709  HISTORY     - 1961     GOOD             NGS
 AX1709
 AX1709                          STATION DESCRIPTION
 AX1709
 AX1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1709'3.5 MI SW FROM HOPE.
 AX1709'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- GO WESTERLY ON THE
 AX1709'HOPE-STRATTON ROAD 1.2 MILES TO JUNCTION OF FARM ROAD 111.  TURN
 AX1709'RIGHT, SOUTHERLY, ON FARM ROAD 111 FOR 1.0 MILE TO F.M. 1447.  TURN
 AX1709'LEFT AND FOLLOW F.M. 1447 FOR 1.15 MILES TO A CONCRETE BRIDGE OVER BIG
 AX1709'BRUSH CREEK.  CONTINUE ACROSS BRIDGE AND GO ABOUT 50 FEET TO A SIDE
 AX1709'ROAD ON THE LEFT.  TURN LEFT, GO ABOUT 75 YARDS TO BENCH MARK ON THE
 AX1709'LEFT.  50 FEET EAST OF THE CENTER OF ROAD, 8 FEET WEST OF A T-FENCE
 AX1709'CORNER, 1 FOOT NORTHWEST OF THE FENCE WHICH IS LEADING SOUTHWEST, AND
 AX1709'1 FOOT NORTHEAST OF A METAL WITNESS POST.  A STANDARD DISK STAMPED R
 AX1709'866 1943, SET IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0789 ***********************************************************************
 AX0789  DESIGNATION -  R 867
 AX0789  PID         -  AX0789
 AX0789  STATE/COUNTY-  TX/LAVACA
 AX0789  USGS QUAD   -  EZZELL (1981)
 AX0789
 AX0789                         *CURRENT SURVEY CONTROL
 AX0789  ___________________________________________________________________
 AX0789* NAD 83(1986)-  29 16 45.     (N)    096 55 45.     (W)     SCALED    
 AX0789* NAVD 88     -        67.44   (+/-2cm)     221.3    (feet)  VERTCON   
 AX0789  ___________________________________________________________________
 AX0789  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0789
 AX0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0789
 AX0789.The horizontal coordinates were scaled from a topographic map and have
 AX0789.an estimated accuracy of +/- 6 seconds.
 AX0789
 AX0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0789.The vertical order pertains to the NGVD 29 superseded value.
 AX0789
 AX0789.The geoid height was determined by GEOID03.
 AX0789
 AX0789;                    North         East    Units  Estimated Accuracy
 AX0789;SPC TXSC     - 4,162,020.      801,200.      MT  (+/- 180 meters Scaled)
 AX0789
 AX0789                          SUPERSEDED SURVEY CONTROL
 AX0789
 AX0789  NGVD 29 (??/??/92)   67.452  (m)          221.30   (f) ADJ UNCH    2 0
 AX0789
 AX0789.Superseded values are not recommended for survey control.
 AX0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0789.See file dsdata.txt to determine how the superseded data were derived.
 AX0789
 AX0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT011406(NAD 83)
 AX0789_MARKER: DB = BENCH MARK DISK
 AX0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0789_STAMPING: R 867 1943
 AX0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0789+STABILITY: SURFACE MOTION
 AX0789
 AX0789  HISTORY     - Date     Condition        Report By
 AX0789  HISTORY     - 1943     MONUMENTED       CGS
 AX0789  HISTORY     - 1962     GOOD             USGS
 AX0789  HISTORY     - 19970607 GOOD             USPSQD
 AX0789
 AX0789                          STATION DESCRIPTION
 AX0789
 AX0789'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX0789'2.0 MI W FROM EZZELL.
 AX0789'EZZELL, LAVACA COUNTY, TEXAS, 1.8 MILES WEST OF ALONG FARM TO MARKET
 AX0789'ROAD 531, 600 FEET EAST OF A T-RD. NORTH, 110 FEET WEST OF THE DRIVE
 AX0789'LEADING SOUTH TO THE J.A. TUTTLE RESIDENCE IN 1962, 40 FEET SOUTH OF
 AX0789'THE CENTERLINE OF THE ROAD, 7 FEET EAST OF A 14 INCH OAK TREE, 2 FEET
 AX0789'SOUTH OF THE RIGHT OF WAY FENCE, 2 FEET SOUTH OF A 4X4 WOODEN WITNESS
 AX0789'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET,.
 AX0789
 AX0789                          STATION RECOVERY (1997)
 AX0789
 AX0789'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2849 ***********************************************************************
 AX2849  DESIGNATION -  R 868 RESET
 AX2849  PID         -  AX2849
 AX2849  STATE/COUNTY-  TX/VICTORIA
 AX2849  USGS QUAD   -  PECK BRANCH (1981)
 AX2849
 AX2849                         *CURRENT SURVEY CONTROL
 AX2849  ___________________________________________________________________
 AX2849* NAD 83(1986)-  29 03 52.     (N)    096 59 09.     (W)     SCALED    
 AX2849* NAVD 88     -        55.38   (+/-2cm)     181.7    (feet)  VERTCON   
 AX2849  ___________________________________________________________________
 AX2849  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX2849
 AX2849  VERT ORDER  -  THIRD (See Below)
 AX2849
 AX2849.The horizontal coordinates were scaled from a topographic map and have
 AX2849.an estimated accuracy of +/- 6 seconds.
 AX2849
 AX2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2849.The vertical order pertains to the NGVD 29 superseded value.
 AX2849
 AX2849.The geoid height was determined by GEOID03.
 AX2849
 AX2849;                    North         East    Units  Estimated Accuracy
 AX2849;SPC TXSC     - 4,138,130.      796,100.      MT  (+/- 180 meters Scaled)
 AX2849
 AX2849                          SUPERSEDED SURVEY CONTROL
 AX2849
 AX2849  NGVD 29 (01/29/03)   55.41   (m)          181.8    (f) RESET       3  
 AX2849
 AX2849.Superseded values are not recommended for survey control.
 AX2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2849.See file dsdata.txt to determine how the superseded data were derived.
 AX2849
 AX2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT960168(NAD 83)
 AX2849_MARKER: DV = VERTICAL CONTROL DISK
 AX2849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2849_SP_SET: CULVERT HEADWALL
 AX2849_STAMPING: R 868 RESET 1992
 AX2849_MARK LOGO: NGS   
 AX2849_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2849+STABILITY: SURFACE MOTION
 AX2849
 AX2849  HISTORY     - Date     Condition        Report By
 AX2849  HISTORY     - 1992     MONUMENTED       TXHD
 AX2849
 AX2849                          STATION DESCRIPTION
 AX2849
 AX2849'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1992
 AX2849'1.2 MILES (1.9 KM) SOUTH ALONG US HIGHWAY 77 FROM THE INTERSECTION OF
 AX2849'FARM TO MARKET ROAD 682, AT A SMALL CONCRETE CULVERT, IN THE
 AX2849'SOUTHWEST CORNER OF THE CONCRETE RIPRAP OF THE EAST HEADWALL, 34 FEET
 AX2849'(10.4 M) EAST OF THE CENTERLINE OF THE HIGHWAY AND ONE FOOT LOWER
 AX2849'THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0867 ***********************************************************************
 AX0867  DESIGNATION -  R 869
 AX0867  PID         -  AX0867
 AX0867  STATE/COUNTY-  TX/JACKSON
 AX0867  USGS QUAD   -  NAVIDAD (1981)
 AX0867
 AX0867                         *CURRENT SURVEY CONTROL
 AX0867  ___________________________________________________________________
 AX0867* NAD 83(1986)-  29 03 23.     (N)    096 50 04.     (W)     SCALED    
 AX0867* NAVD 88     -        31.82   (+/-2cm)     104.4    (feet)  VERTCON   
 AX0867  ___________________________________________________________________
 AX0867  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0867
 AX0867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0867
 AX0867.The horizontal coordinates were scaled from a topographic map and have
 AX0867.an estimated accuracy of +/- 6 seconds.
 AX0867
 AX0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0867.The vertical order pertains to the NGVD 29 superseded value.
 AX0867
 AX0867.The geoid height was determined by GEOID03.
 AX0867
 AX0867;                    North         East    Units  Estimated Accuracy
 AX0867;SPC TXSC     - 4,137,500.      810,860.      MT  (+/- 180 meters Scaled)
 AX0867
 AX0867                          SUPERSEDED SURVEY CONTROL
 AX0867
 AX0867  NGVD 29 (??/??/92)   31.860  (m)          104.53   (f) ADJ UNCH    2 0
 AX0867
 AX0867.Superseded values are not recommended for survey control.
 AX0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0867.See file dsdata.txt to determine how the superseded data were derived.
 AX0867
 AX0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT108161(NAD 83)
 AX0867_MARKER: DB = BENCH MARK DISK
 AX0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0867_STAMPING: R 869 1943
 AX0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0867+STABILITY: SURFACE MOTION
 AX0867
 AX0867  HISTORY     - Date     Condition        Report By
 AX0867  HISTORY     - 1943     MONUMENTED       CGS
 AX0867
 AX0867                          STATION DESCRIPTION
 AX0867
 AX0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0867'5.15 MI W FROM NAVIDAD.
 AX0867'TO REACH FROM THE SCHOOL AT NAVIDAD-- PROCEED 5.15 MILES WESTERLY
 AX0867'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.35
 AX0867'MILE WEST OF A CATTLE GUARD AND A DIM ROAD INTERSECTION LEADING SOUTH,
 AX0867'AND ABOUT 0.2 MILE WEST OF A SMALL CONCRETE CULVERT.  IT IS 34.0 FEET
 AX0867'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 23.5
 AX0867'FEET SOUTH OF A 30-INCH OAK TREE, AND 3.0 FEET WEST OF A 4X4-INCH
 AX0867'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0809 ***********************************************************************
 BL0809  DESIGNATION -  R 87
 BL0809  PID         -  BL0809
 BL0809  STATE/COUNTY-  TX/WALKER
 BL0809  USGS QUAD   -  PHELPS (1976)
 BL0809
 BL0809                         *CURRENT SURVEY CONTROL
 BL0809  ___________________________________________________________________
 BL0809* NAD 83(1986)-  30 43 19.     (N)    095 24 47.     (W)     SCALED    
 BL0809* NAVD 88     -       119.55   (+/-2cm)     392.2    (feet)  VERTCON   
 BL0809  ___________________________________________________________________
 BL0809  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL0809
 BL0809  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0809
 BL0809.The horizontal coordinates were scaled from a topographic map and have
 BL0809.an estimated accuracy of +/- 6 seconds.
 BL0809
 BL0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0809.The vertical order pertains to the NGVD 29 superseded value.
 BL0809
 BL0809.The geoid height was determined by GEOID03.
 BL0809
 BL0809;                    North         East    Units  Estimated Accuracy
 BL0809;SPC TX C     - 3,127,400.    1,171,060.      MT  (+/- 180 meters Scaled)
 BL0809
 BL0809                          SUPERSEDED SURVEY CONTROL
 BL0809
 BL0809  NGVD 29 (??/??/92)  119.561  (m)          392.26   (f) ADJ UNCH    1 1
 BL0809
 BL0809.Superseded values are not recommended for survey control.
 BL0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0809.See file dsdata.txt to determine how the superseded data were derived.
 BL0809
 BL0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ689012(NAD 83)
 BL0809_MARKER: DB = BENCH MARK DISK
 BL0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0809_STAMPING: R 87 1932 392.565
 BL0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0809+STABILITY: SURFACE MOTION
 BL0809
 BL0809  HISTORY     - Date     Condition        Report By
 BL0809  HISTORY     - 1932     MONUMENTED       CGS
 BL0809  HISTORY     - 1973     GOOD             NGS
 BL0809  HISTORY     - 1978     GOOD             NGS
 BL0809  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0809
 BL0809                          STATION DESCRIPTION
 BL0809
 BL0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0809'2.65 MI NE FROM PHELPS.
 BL0809'ABOUT 2.65 MILES NORTHEAST ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0809'CROSSING OF SPUR 2296, ABOUT 8 POLES SOUTHWEST OF MILE POST 81, 47
 BL0809'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 47.6 FEET NORTHWEST OF THE
 BL0809'CENTER LINE OF US HIGHWAY 190, 67.1 FEET SOUTHWEST OF A TELEPHONE
 BL0809'POLE, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BL0809'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2-FOOT.
 BL0809
 BL0809                          STATION RECOVERY (1978)
 BL0809
 BL0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0809'RECOVERED IN GOOD CONDITION.
 BL0809
 BL0809                          STATION RECOVERY (1987)
 BL0809
 BL0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0809'THE POST WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0852 ***********************************************************************
 AX0852  DESIGNATION -  R 870
 AX0852  PID         -  AX0852
 AX0852  STATE/COUNTY-  TX/VICTORIA
 AX0852  USGS QUAD   -  PECK BRANCH (1981)
 AX0852
 AX0852                         *CURRENT SURVEY CONTROL
 AX0852  ___________________________________________________________________
 AX0852* NAD 83(1986)-  29 01 57.     (N)    096 57 27.     (W)     SCALED    
 AX0852* NAVD 88     -        45.38   (+/-2cm)     148.9    (feet)  VERTCON   
 AX0852  ___________________________________________________________________
 AX0852  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0852
 AX0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0852
 AX0852.The horizontal coordinates were scaled from a topographic map and have
 AX0852.an estimated accuracy of +/- 6 seconds.
 AX0852
 AX0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0852.The vertical order pertains to the NGVD 29 superseded value.
 AX0852
 AX0852.The geoid height was determined by GEOID03.
 AX0852
 AX0852;                    North         East    Units  Estimated Accuracy
 AX0852;SPC TXSC     - 4,134,640.      798,920.      MT  (+/- 180 meters Scaled)
 AX0852
 AX0852                          SUPERSEDED SURVEY CONTROL
 AX0852
 AX0852  NGVD 29 (??/??/92)   45.413  (m)          148.99   (f) ADJ UNCH    2 0
 AX0852
 AX0852.Superseded values are not recommended for survey control.
 AX0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0852.See file dsdata.txt to determine how the superseded data were derived.
 AX0852
 AX0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT989133(NAD 83)
 AX0852_MARKER: DB = BENCH MARK DISK
 AX0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0852_STAMPING: R 870 1943
 AX0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0852+STABILITY: SURFACE MOTION
 AX0852
 AX0852  HISTORY     - Date     Condition        Report By
 AX0852  HISTORY     - 1943     MONUMENTED       CGS
 AX0852
 AX0852                          STATION DESCRIPTION
 AX0852
 AX0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0852'16.3 MI NW FROM INEZ.
 AX0852'KTO REACH FROM THE RAILROAD STATION AT INEZ-- PROCEED 16.3 MILES
 AX0852'NORTHWESTERLY ALONG THE INEZ-SALEM-FORDTRAN ROAD TO SITE OF BENCH
 AX0852'MARK.  BENCH MARK IS 19.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AX0852'ELEVATION AS THE CENTERLINE OF ROAD, AND 12.0 FEET NORTHWEST OF A
 AX0852'FENCE CORNER,  IT IS 2.7 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND
 AX0852'3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AX0852'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0780 ***********************************************************************
 AB0780  DESIGNATION -  R 871
 AB0780  PID         -  AB0780
 AB0780  STATE/COUNTY-  TX/CAMERON
 AB0780  USGS QUAD   -  LA FERIA (1970)
 AB0780
 AB0780                         *CURRENT SURVEY CONTROL
 AB0780  ___________________________________________________________________
 AB0780* NAD 83(1986)-  26 09 24.     (N)    097 49 54.     (W)     SCALED    
 AB0780* NAVD 88     -        16.812  (meters)      55.16   (feet)  ADJUSTED  
 AB0780  ___________________________________________________________________
 AB0780  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AB0780  DYNAMIC HT  -          16.785 (meters)      55.07  (feet)  COMP
 AB0780  MODELED GRAV-     979,022.4   (mgal)                       NAVD 88
 AB0780
 AB0780  VERT ORDER  -  FIRST     CLASS II
 AB0780
 AB0780.The horizontal coordinates were scaled from a topographic map and have
 AB0780.an estimated accuracy of +/- 6 seconds.
 AB0780
 AB0780.The orthometric height was determined by differential leveling
 AB0780.and adjusted by the National Geodetic Survey in June 1991..
 AB0780
 AB0780.The geoid height was determined by GEOID03.
 AB0780
 AB0780.The dynamic height is computed by dividing the NAVD 88
 AB0780.geopotential number by the normal gravity value computed on the
 AB0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0780.degrees latitude (g = 980.6199 gals.).
 AB0780
 AB0780.The modeled gravity was interpolated from observed gravity values.
 AB0780
 AB0780;                    North         East    Units  Estimated Accuracy
 AB0780;SPC TX S     - 5,054,470.      366,820.      MT  (+/- 180 meters Scaled)
 AB0780
 AB0780                          SUPERSEDED SURVEY CONTROL
 AB0780
 AB0780.No superseded survey control is available for this station.
 AB0780
 AB0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP167935(NAD 83)
 AB0780_MARKER: DB = BENCH MARK DISK
 AB0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0780_SP_SET: CULVERT
 AB0780_STAMPING: R 871 1943
 AB0780_MARK LOGO: CGS   
 AB0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0780
 AB0780  HISTORY     - Date     Condition        Report By
 AB0780  HISTORY     - 1943     MONUMENTED       CGS
 AB0780  HISTORY     - 1981     GOOD             NGS
 AB0780  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0780  HISTORY     - 19910416 GOOD             USPSQD
 AB0780  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0780
 AB0780                          STATION DESCRIPTION
 AB0780
 AB0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0780'0.4 MI W FROM LA FERIA.
 AB0780'BENCH MARK IS ABOUT 0.4 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD
 AB0780'FROM THE OLD CAMERON COUNTY BANK BUILDING AT LA FERIA.  IT IS 50.0
 AB0780'FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE TRACKS,
 AB0780'30.0 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY NO. 83 AND IS SET
 AB0780'HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 AB0780'CULVERT UNDER THE HIGHWAY.
 AB0780
 AB0780                          STATION RECOVERY (1981)
 AB0780
 AB0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0780'0.8 KM (0.5 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB0780'OF FARM ROAD 506 IN LA FERIA, AT A DIRT ROAD LEADING NORTH, SET IN THE
 AB0780'TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 AB0780'9.1 METERS (30.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0780'14.6 METERS (48.0 FT) SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC
 AB0780'RAILROAD, 37.5 METERS (123.0 FT) WEST OF THE CENTER OF THE DIRT ROAD,
 AB0780'18.9 METERS (62.0 FT) WEST OF THE EXTENDED CENTER OF WILLOW STREET
 AB0780'LEADING SOUTH, 21.9 METERS (72.0 FT) WEST OF A POWERLINE POLE WITH A
 AB0780'GUY WIRE, 15.2 METERS (50.0 FT) WEST OF THE GUY WIRE ANCHOR.  NOTE,
 AB0780'THE HEADWALL AND MARK MAY BE COVERED WITH FOUR INCHES OF DIRT.
 AB0780'THE MARK IS 0.1 M BELOW GROUND.
 AB0780
 AB0780                          STATION RECOVERY (1987)
 AB0780
 AB0780'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0780'MARK NOT FOUND.
 AB0780
 AB0780                          STATION RECOVERY (1991)
 AB0780
 AB0780'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0780'RECOVERED IN GOOD CONDITION.
 AB0780
 AB0780                          STATION RECOVERY (1993)
 AB0780
 AB0780'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0361 ***********************************************************************
 AE0361  DESIGNATION -  R 872
 AE0361  PID         -  AE0361
 AE0361  STATE/COUNTY-  TX/HIDALGO
 AE0361  USGS QUAD   -  PHARR (1983)
 AE0361
 AE0361                         *CURRENT SURVEY CONTROL
 AE0361  ___________________________________________________________________
 AE0361* NAD 83(1986)-  26 12 25.     (N)    098 14 28.     (W)     SCALED    
 AE0361* NAVD 88     -        37.989  (meters)     124.64   (feet)  ADJUSTED  
 AE0361  ___________________________________________________________________
 AE0361  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE0361  DYNAMIC HT  -          37.926 (meters)     124.43  (feet)  COMP
 AE0361  MODELED GRAV-     978,993.8   (mgal)                       NAVD 88
 AE0361
 AE0361  VERT ORDER  -  FIRST     CLASS II
 AE0361
 AE0361.The horizontal coordinates were scaled from a topographic map and have
 AE0361.an estimated accuracy of +/- 6 seconds.
 AE0361
 AE0361.The orthometric height was determined by differential leveling
 AE0361.and adjusted by the National Geodetic Survey in June 1991..
 AE0361.WARNING-Repeat measurements at this control monument indicate possible
 AE0361.vertical movement.
 AE0361
 AE0361.The geoid height was determined by GEOID03.
 AE0361
 AE0361.The dynamic height is computed by dividing the NAVD 88
 AE0361.geopotential number by the normal gravity value computed on the
 AE0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0361.degrees latitude (g = 980.6199 gals.).
 AE0361
 AE0361.The modeled gravity was interpolated from observed gravity values.
 AE0361
 AE0361;                    North         East    Units  Estimated Accuracy
 AE0361;SPC TX S     - 5,059,890.      325,870.      MT  (+/- 180 meters Scaled)
 AE0361
 AE0361                          SUPERSEDED SURVEY CONTROL
 AE0361
 AE0361.No superseded survey control is available for this station.
 AE0361
 AE0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP758988(NAD 83)
 AE0361_MARKER: DB = BENCH MARK DISK
 AE0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0361_STAMPING: R 872 1943
 AE0361_MARK LOGO: CGS   
 AE0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0361+STABILITY: SURFACE MOTION
 AE0361
 AE0361  HISTORY     - Date     Condition        Report By
 AE0361  HISTORY     - 1943     MONUMENTED       CGS
 AE0361  HISTORY     - 1964     GOOD             NGS
 AE0361  HISTORY     - 1981     GOOD             NGS
 AE0361  HISTORY     - 1987     GOOD             USPSQD
 AE0361  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0361  HISTORY     - 20040403 GOOD             USPSQD
 AE0361
 AE0361                          STATION DESCRIPTION
 AE0361
 AE0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0361'IN MCALLEN.
 AE0361'BENCH MARK IS AT THE SOUTHWEST CORNER OF YARD AROUND THE INTERNATIONAL
 AE0361'BOUNDARY COMMISSION OFFICE AT THE INTERSECTION OF 20TH AND BEACH
 AE0361'STREETS.  IT IS 5.0 FEET EAST OF THE WEST FENCE AND 5.0 FEET NORTH OF
 AE0361'THE SOUTH FENCE AND IN LINE WITH THE SOUTHWEST CORNER OF THE OFFICE
 AE0361'BUILDING AND THE SOUTHWEST FENCE CORNER.  THE MONUMENT PROJECT ABOUT
 AE0361'0.2 FOOT.
 AE0361
 AE0361                          STATION RECOVERY (1964)
 AE0361
 AE0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AE0361'RECOVERED IN GOOD CONDITION.
 AE0361
 AE0361                          STATION RECOVERY (1981)
 AE0361
 AE0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0361'RECOVERED IN GOOD CONDITION.
 AE0361
 AE0361                          STATION RECOVERY (1987)
 AE0361
 AE0361'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0361'RECOVERED IN GOOD CONDITION.
 AE0361
 AE0361                          STATION RECOVERY (1992)
 AE0361
 AE0361'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0361'MARK NOT FOUND.
 AE0361
 AE0361                          STATION RECOVERY (2004)
 AE0361
 AE0361'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 AE0361'THE FENCED COMPLEX IS NOW BEING USED BY THE CITY OF MCALLEN TRAFFIC
 AE0361'OPERATIONS DEPARTMENT AND IT APPEARS THAT SOME BUILDINGS HAVE BEEN
 AE0361'REMOVED AND SOME ADDED.  A SMALL TREE AND HIGH CHAIN LINK FENCE MAKE
 AE0361'THE MARK ONLY MARGINALLY GPSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0681 ***********************************************************************
 AE0681  DESIGNATION -  R 873
 AE0681  PID         -  AE0681
 AE0681  STATE/COUNTY-  TX/STARR
 AE0681  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0681
 AE0681                         *CURRENT SURVEY CONTROL
 AE0681  ___________________________________________________________________
 AE0681* NAD 83(1986)-  26 20 47.     (N)    098 45 15.     (W)     SCALED    
 AE0681* NAVD 88     -        47.617  (meters)     156.22   (feet)  ADJUSTED  
 AE0681  ___________________________________________________________________
 AE0681  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AE0681  DYNAMIC HT  -          47.538 (meters)     155.96  (feet)  COMP
 AE0681  MODELED GRAV-     978,993.4   (mgal)                       NAVD 88
 AE0681
 AE0681  VERT ORDER  -  FIRST     CLASS II
 AE0681
 AE0681.The horizontal coordinates were scaled from a topographic map and have
 AE0681.an estimated accuracy of +/- 6 seconds.
 AE0681
 AE0681.The orthometric height was determined by differential leveling
 AE0681.and adjusted by the National Geodetic Survey in June 1991..
 AE0681
 AE0681.The geoid height was determined by GEOID03.
 AE0681
 AE0681.The dynamic height is computed by dividing the NAVD 88
 AE0681.geopotential number by the normal gravity value computed on the
 AE0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0681.degrees latitude (g = 980.6199 gals.).
 AE0681
 AE0681.The modeled gravity was interpolated from observed gravity values.
 AE0681
 AE0681;                    North         East    Units  Estimated Accuracy
 AE0681;SPC TX S     - 5,075,330.      274,630.      MT  (+/- 180 meters Scaled)
 AE0681
 AE0681                          SUPERSEDED SURVEY CONTROL
 AE0681
 AE0681  NGVD 29 (??/??/92)   47.68   (m)          156.4    (f) COMPUTED    1 2
 AE0681
 AE0681.Superseded values are not recommended for survey control.
 AE0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0681.See file dsdata.txt to determine how the superseded data were derived.
 AE0681
 AE0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ245140(NAD 83)
 AE0681_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0681
 AE0681  HISTORY     - Date     Condition        Report By
 AE0681  HISTORY     - 1943     MONUMENTED       CGS
 AE0681  HISTORY     - 1981     GOOD             TXHD
 AE0681
 AE0681                          STATION DESCRIPTION
 AE0681
 AE0681'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1981
 AE0681'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0682 ***********************************************************************
 AE0682  DESIGNATION -  R 873 RESET 1953
 AE0682  PID         -  AE0682
 AE0682  STATE/COUNTY-  TX/STARR
 AE0682  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0682
 AE0682                         *CURRENT SURVEY CONTROL
 AE0682  ___________________________________________________________________
 AE0682* NAD 83(1986)-  26 20 47.     (N)    098 45 17.     (W)     SCALED    
 AE0682* NAVD 88     -        47.788  (meters)     156.78   (feet)  ADJUSTED  
 AE0682  ___________________________________________________________________
 AE0682  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AE0682  DYNAMIC HT  -          47.709 (meters)     156.53  (feet)  COMP
 AE0682  MODELED GRAV-     978,993.4   (mgal)                       NAVD 88
 AE0682
 AE0682  VERT ORDER  -  FIRST     CLASS II
 AE0682
 AE0682.The horizontal coordinates were scaled from a topographic map and have
 AE0682.an estimated accuracy of +/- 6 seconds.
 AE0682
 AE0682.The orthometric height was determined by differential leveling
 AE0682.and adjusted by the National Geodetic Survey in June 1991..
 AE0682
 AE0682.The geoid height was determined by GEOID03.
 AE0682
 AE0682.The dynamic height is computed by dividing the NAVD 88
 AE0682.geopotential number by the normal gravity value computed on the
 AE0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0682.degrees latitude (g = 980.6199 gals.).
 AE0682
 AE0682.The modeled gravity was interpolated from observed gravity values.
 AE0682
 AE0682;                    North         East    Units  Estimated Accuracy
 AE0682;SPC TX S     - 5,075,340.      274,570.      MT  (+/- 180 meters Scaled)
 AE0682
 AE0682                          SUPERSEDED SURVEY CONTROL
 AE0682
 AE0682.No superseded survey control is available for this station.
 AE0682
 AE0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ244140(NAD 83)
 AE0682_MARKER: DB = BENCH MARK DISK
 AE0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0682_SP_SET: CULVERT
 AE0682_STAMPING: R 873 RESET 1953
 AE0682_MARK LOGO: CGS   
 AE0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0682
 AE0682  HISTORY     - Date     Condition        Report By
 AE0682  HISTORY     - 1953     MONUMENTED       TXHD
 AE0682  HISTORY     - 1981     GOOD             NGS
 AE0682  HISTORY     - 1987     GOOD             USPSQD
 AE0682
 AE0682                          STATION DESCRIPTION
 AE0682
 AE0682'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AE0682'4.2 MI SE FROM RIO GRANDE CITY.
 AE0682'ABOUT 4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 83 FROM THE ST. L.B.
 AE0682'AND M.R.R. DEPOT IN RIO GRANDE CITY, STARR COUNTY, IN THE EAST END OF
 AE0682'THE SOUTHEAST WINGWALL OF THE CONCRETE BRIDGE AT THE EAST END OF A
 AE0682'FILL AND SOUTH OF A PROMINENT RAILROAD CUT BANK.  A BLACKTOP ROAD
 AE0682'LEADS SOUTH FROM THIS BRIDGE.  A STANDARD DISK STAMPED R 873 RESET
 AE0682'1953.
 AE0682
 AE0682                          STATION RECOVERY (1981)
 AE0682
 AE0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0682'RECOVERED THIS DATE.  NOTE, ALSO 7.4 KM (4.6 MI) SOUTHEAST ALONG U.S.
 AE0682'HIGHWAY 83 FROM THE JUNCTION OF STATE ROUTE 755 NORTH IN RIO GRANDE
 AE0682'CITY.
 AE0682
 AE0682                          STATION RECOVERY (1987)
 AE0682
 AE0682'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1118 ***********************************************************************
 AN1118  DESIGNATION -  R 874
 AN1118  PID         -  AN1118
 AN1118  STATE/COUNTY-  TX/DE WITT
 AN1118  USGS QUAD   -  YORKTOWN EAST (1987)
 AN1118
 AN1118                         *CURRENT SURVEY CONTROL
 AN1118  ___________________________________________________________________
 AN1118* NAD 83(1986)-  28 54 43.     (N)    097 29 37.     (W)     SCALED    
 AN1118* NAVD 88     -        93.06   (+/-2cm)     305.3    (feet)  VERTCON   
 AN1118  ___________________________________________________________________
 AN1118  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN1118
 AN1118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1118
 AN1118.The horizontal coordinates were scaled from a topographic map and have
 AN1118.an estimated accuracy of +/- 6 seconds.
 AN1118
 AN1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1118.The vertical order pertains to the NGVD 29 superseded value.
 AN1118
 AN1118.The geoid height was determined by GEOID03.
 AN1118
 AN1118;                    North         East    Units  Estimated Accuracy
 AN1118;SPC TXSC     - 4,120,490.      746,890.      MT  (+/- 180 meters Scaled)
 AN1118
 AN1118                          SUPERSEDED SURVEY CONTROL
 AN1118
 AN1118  NGVD 29 (??/??/92)   93.070  (m)          305.35   (f) ADJ UNCH    2 0
 AN1118
 AN1118.Superseded values are not recommended for survey control.
 AN1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1118.See file dsdata.txt to determine how the superseded data were derived.
 AN1118
 AN1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS468991(NAD 83)
 AN1118_MARKER: DB = BENCH MARK DISK
 AN1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1118_SP_SET: CULVERT
 AN1118_STAMPING: R 874 1943
 AN1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1118
 AN1118  HISTORY     - Date     Condition        Report By
 AN1118  HISTORY     - 1943     MONUMENTED       CGS
 AN1118  HISTORY     - 1990     GOOD             USPSQD
 AN1118
 AN1118                          STATION DESCRIPTION
 AN1118
 AN1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1118'5.0 MI SE FROM YORKTOWN.
 AN1118'TO REACH FROM THE HIGH SCHOOL AT YORKTOWN-- PROCEED 5.0 MILES
 AN1118'SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK. BENCH
 AN1118'MARK IS 15.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AN1118'OF HIGHWAY, AND SET HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST
 AN1118'HEADWALL OF A LARGE CONCRETE CULVERT.
 AN1118
 AN1118                          STATION RECOVERY (1990)
 AN1118
 AN1118'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9990 ***********************************************************************
 DE9990  DESIGNATION -  R 874 RESET
 DE9990  PID         -  DE9990
 DE9990  STATE/COUNTY-  TX/DE WITT
 DE9990  USGS QUAD   -  YORKTOWN EAST (1987)
 DE9990
 DE9990                         *CURRENT SURVEY CONTROL
 DE9990  ___________________________________________________________________
 DE9990* NAD 83(1986)-  28 54 43.     (N)    097 29 37.     (W)     SCALED    
 DE9990* NAVD 88     -        93.09   (+/-2cm)     305.4    (feet)  VERTCON   
 DE9990  ___________________________________________________________________
 DE9990  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DE9990
 DE9990  VERT ORDER  -  THIRD (See Below)
 DE9990
 DE9990.The horizontal coordinates were scaled from a topographic map and have
 DE9990.an estimated accuracy of +/- 6 seconds.
 DE9990
 DE9990.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE9990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE9990.The vertical order pertains to the NGVD 29 superseded value.
 DE9990
 DE9990.The geoid height was determined by GEOID03.
 DE9990
 DE9990;                    North         East    Units  Estimated Accuracy
 DE9990;SPC TXSC     - 4,120,490.      746,890.      MT  (+/- 180 meters Scaled)
 DE9990
 DE9990                          SUPERSEDED SURVEY CONTROL
 DE9990
 DE9990  NGVD 29 (01/29/03)   93.10   (m)          305.4    (f) RESET       3  
 DE9990
 DE9990.Superseded values are not recommended for survey control.
 DE9990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9990.See file dsdata.txt to determine how the superseded data were derived.
 DE9990
 DE9990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS468991(NAD 83)
 DE9990_MARKER: DV = VERTICAL CONTROL DISK
 DE9990_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE9990_SP_SET: CULVERT HEADWALL
 DE9990_STAMPING: R 874 RESET 2001
 DE9990_MARK LOGO: NGS   
 DE9990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9990+STABILITY: SURFACE MOTION
 DE9990
 DE9990  HISTORY     - Date     Condition        Report By
 DE9990  HISTORY     - 2002     MONUMENTED       TXDOT
 DE9990
 DE9990                          STATION DESCRIPTION
 DE9990
 DE9990'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 2002
 DE9990'5.0 MILES (8.0 KM) SOUTHEAST FROM YORKTOWN.  TO REACH FROM THE HIGH
 DE9990'SCHOOL AT YORKTOWN PROCEED 5.0 MILES (8.0 KM) SOUTHEASTERLY ALONG
 DE9990'STATE HIGHWAY NO 119 TO SITE OF BENCHMARK.  BENCHMARK IS 21 FEET (6.4
 DE9990'M) NORTHEAST OF THE CENTERLINE OF HIGHWAY AND SET HORIZONTALLY IN THE
 DE9990'NORTHWEST END OF THE NORTHEAST HEADWALL OF A LARGE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1614 ***********************************************************************
 AN1614  DESIGNATION -  R 876
 AN1614  PID         -  AN1614
 AN1614  STATE/COUNTY-  TX/BEE
 AN1614  USGS QUAD   -  TULETA (1987)
 AN1614
 AN1614                         *CURRENT SURVEY CONTROL
 AN1614  ___________________________________________________________________
 AN1614* NAD 83(1986)-  28 34 04.     (N)    097 47 53.     (W)     SCALED    
 AN1614* NAVD 88     -        90.887  (meters)     298.19   (feet)  ADJUSTED  
 AN1614  ___________________________________________________________________
 AN1614  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AN1614  DYNAMIC HT  -          90.752 (meters)     297.74  (feet)  COMP
 AN1614  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AN1614
 AN1614  VERT ORDER  -  FIRST     CLASS II
 AN1614
 AN1614.The horizontal coordinates were scaled from a topographic map and have
 AN1614.an estimated accuracy of +/- 6 seconds.
 AN1614
 AN1614.The orthometric height was determined by differential leveling
 AN1614.and adjusted by the National Geodetic Survey in June 1991..
 AN1614
 AN1614.The geoid height was determined by GEOID03.
 AN1614
 AN1614.The dynamic height is computed by dividing the NAVD 88
 AN1614.geopotential number by the normal gravity value computed on the
 AN1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1614.degrees latitude (g = 980.6199 gals.).
 AN1614
 AN1614.The modeled gravity was interpolated from observed gravity values.
 AN1614
 AN1614;                    North         East    Units  Estimated Accuracy
 AN1614;SPC TXSC     - 4,082,000.      717,590.      MT  (+/- 180 meters Scaled)
 AN1614
 AN1614                          SUPERSEDED SURVEY CONTROL
 AN1614
 AN1614  NGVD 29 (??/??/92)   90.881  (m)          298.17   (f) ADJ UNCH    1 2
 AN1614
 AN1614.Superseded values are not recommended for survey control.
 AN1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1614.See file dsdata.txt to determine how the superseded data were derived.
 AN1614
 AN1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS175606(NAD 83)
 AN1614_MARKER: DB = BENCH MARK DISK
 AN1614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1614_SP_SET: CULVERT
 AN1614_STAMPING: R 876 1943
 AN1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1614
 AN1614  HISTORY     - Date     Condition        Report By
 AN1614  HISTORY     - 1943     MONUMENTED       CGS
 AN1614  HISTORY     - 1981     GOOD             NGS
 AN1614  HISTORY     - 1987     POOR             USPSQD
 AN1614
 AN1614                          STATION DESCRIPTION
 AN1614
 AN1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1614'3.8 MI S FROM PETTUS.
 AN1614'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1614'PETTUS, BEE COUNTY, 7-1/2 POLES NORTH OF MILEPOST 81, OPPOSITE THE
 AN1614'CENTER OF TRESTLE 80.75, 62.5 FEET WEST OF THE CENTERLINE OF THE
 AN1614'TRACK, AT A 5- BY 6-FOOT CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 181,
 AN1614'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, 22.5 FEET EAST OF
 AN1614'THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 AN1614'DISK.
 AN1614
 AN1614                          STATION RECOVERY (1981)
 AN1614
 AN1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1614'5.9 KM (3.65 MI) SOUTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1614'FARM ROAD 623 IN PETTUS, 0.15 METER (0.5 FT) SOUTH OF THE NORTH END OF
 AN1614'THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 11.5 METERS
 AN1614'(38.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.2 METERS
 AN1614'(60.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC
 AN1614'RAILROAD, 48.7 METERS (160 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF
 AN1614'FARM ROAD 1465.
 AN1614'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AN1614
 AN1614                          STATION RECOVERY (1987)
 AN1614
 AN1614'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1614'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1711 ***********************************************************************
 AN1711  DESIGNATION -  R 877
 AN1711  PID         -  AN1711
 AN1711  STATE/COUNTY-  TX/GOLIAD
 AN1711  USGS QUAD   -  BERCLAIR NW (1987)
 AN1711
 AN1711                         *CURRENT SURVEY CONTROL
 AN1711  ___________________________________________________________________
 AN1711* NAD 83(1986)-  28 44 14.     (N)    097 38 16.     (W)     SCALED    
 AN1711* NAVD 88     -        65.75   (+/-2cm)     215.7    (feet)  VERTCON   
 AN1711  ___________________________________________________________________
 AN1711  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1711
 AN1711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1711
 AN1711.The horizontal coordinates were scaled from a topographic map and have
 AN1711.an estimated accuracy of +/- 6 seconds.
 AN1711
 AN1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1711.The vertical order pertains to the NGVD 29 superseded value.
 AN1711
 AN1711.The geoid height was determined by GEOID03.
 AN1711
 AN1711;                    North         East    Units  Estimated Accuracy
 AN1711;SPC TXSC     - 4,100,950.      733,050.      MT  (+/- 180 meters Scaled)
 AN1711
 AN1711                          SUPERSEDED SURVEY CONTROL
 AN1711
 AN1711  NGVD 29 (??/??/92)   65.768  (m)          215.77   (f) ADJ UNCH    2 0
 AN1711
 AN1711.Superseded values are not recommended for survey control.
 AN1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1711.See file dsdata.txt to determine how the superseded data were derived.
 AN1711
 AN1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS330796(NAD 83)
 AN1711_MARKER: DB = BENCH MARK DISK
 AN1711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1711_SP_SET: CULVERT
 AN1711_STAMPING: R 877 1943
 AN1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1711
 AN1711  HISTORY     - Date     Condition        Report By
 AN1711  HISTORY     - 1943     MONUMENTED       CGS
 AN1711
 AN1711                          STATION DESCRIPTION
 AN1711
 AN1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1711'1.5 MI W FROM CHARCO.
 AN1711'TO REACH FROM THE FOUR CORNERS AT CHARCO, PROCEED 1.5 MILE WESTERLY
 AN1711'ALONG A WIDE DIRT ROAD TO A CONCRETE CULVERT AND SITE OF BENCH MARK.
 AN1711'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH
 AN1711'HEADWALL OF A 6X8 FOOT CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS
 AN1711'0.35 MILE EAST OF A LARGE STEEL BRIDGE OVER THE SAN ANTONIO RIVER,
 AN1711'26.5 FEET SOUTHEAST OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF THE
 AN1711'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1807 ***********************************************************************
 AN1807  DESIGNATION -  R 878
 AN1807  PID         -  AN1807
 AN1807  STATE/COUNTY-  TX/BEE
 AN1807  USGS QUAD   -  BERCLAIR (1987)
 AN1807
 AN1807                         *CURRENT SURVEY CONTROL
 AN1807  ___________________________________________________________________
 AN1807* NAD 83(1986)-  28 31 25.     (N)    097 36 10.     (W)     SCALED    
 AN1807* NAVD 88     -        53.93   (+/-2cm)     176.9    (feet)  VERTCON   
 AN1807  ___________________________________________________________________
 AN1807  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN1807
 AN1807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1807
 AN1807.The horizontal coordinates were scaled from a topographic map and have
 AN1807.an estimated accuracy of +/- 6 seconds.
 AN1807
 AN1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1807.The vertical order pertains to the NGVD 29 superseded value.
 AN1807
 AN1807.The geoid height was determined by GEOID03.
 AN1807
 AN1807;                    North         East    Units  Estimated Accuracy
 AN1807;SPC TXSC     - 4,077,320.      736,760.      MT  (+/- 180 meters Scaled)
 AN1807
 AN1807                          SUPERSEDED SURVEY CONTROL
 AN1807
 AN1807  NGVD 29 (??/??/92)   53.961  (m)          177.04   (f) ADJ UNCH    2 0
 AN1807
 AN1807.Superseded values are not recommended for survey control.
 AN1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1807.See file dsdata.txt to determine how the superseded data were derived.
 AN1807
 AN1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS367560(NAD 83)
 AN1807_MARKER: DB = BENCH MARK DISK
 AN1807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1807_SP_SET: PIER
 AN1807_STAMPING: R 878 1943
 AN1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1807
 AN1807  HISTORY     - Date     Condition        Report By
 AN1807  HISTORY     - 1943     MONUMENTED       CGS
 AN1807  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN1807
 AN1807                          STATION DESCRIPTION
 AN1807
 AN1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1807'0.85 MI SW FROM BERCLAIR.
 AN1807'TO REACH FROM THE TEXAS AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD
 AN1807'STATION AT BERCLAIR, PROCEED 0.85 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1807'TO A LARGE STEEL BRIDGE OVER THE BLANCO CREEK AND SITE OF BENCH MARK.
 AN1807'BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE NORTHWEST
 AN1807'END OF THE SOUTHWEST CONCRETE PIER OF A LARGE STEEL BRIDGE OVER THE
 AN1807'BLANCO CREEK.  IT IS 57.0 YARDS SOUTHWEST OF THE BEE - GOLIAD COUNTY
 AN1807'LINE MARKER POST, 11.3 FEET NORTHWEST OF AND ABOUT 6.2 FEET BELOW THE
 AN1807'CENTERLINE OF THE TRACK AND 1.4 FOOT SOUTHEAST OF THE NORTHWEST END OF
 AN1807'THE SOUTHWEST CONCRETE PIER.
 AN1807
 AN1807                          STATION RECOVERY (1997)
 AN1807
 AN1807'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1169 ***********************************************************************
 BL1169  DESIGNATION -  R 88
 BL1169  PID         -  BL1169
 BL1169  STATE/COUNTY-  TX/MONTGOMERY
 BL1169  USGS QUAD   -  TAMINA (1979)
 BL1169
 BL1169                         *CURRENT SURVEY CONTROL
 BL1169  ___________________________________________________________________
 BL1169* NAD 83(1986)-  30 14 04.     (N)    095 27 20.     (W)     SCALED    
 BL1169* NAVD 88     -        37.113  (meters)     121.76   (feet)  ADJUSTED  
 BL1169  ___________________________________________________________________
 BL1169  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL1169  DYNAMIC HT  -          37.064 (meters)     121.60  (feet)  COMP
 BL1169  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 BL1169  OBS GRAVITY -     979,308.9   (mgal)                       GRAV_OBS
 BL1169
 BL1169  VERT ORDER  -  FIRST     CLASS I
 BL1169
 BL1169.The horizontal coordinates were scaled from a topographic map and have
 BL1169.an estimated accuracy of +/- 6 seconds.
 BL1169
 BL1169.The orthometric height was determined by differential leveling
 BL1169.and adjusted by the National Geodetic Survey in June 1991..
 BL1169
 BL1169.The geoid height was determined by GEOID03.
 BL1169
 BL1169.The dynamic height is computed by dividing the NAVD 88
 BL1169.geopotential number by the normal gravity value computed on the
 BL1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1169.degrees latitude (g = 980.6199 gals.).
 BL1169
 BL1169.The modeled gravity was interpolated from observed gravity values.
 BL1169.The observed gravity was obtained from relative gravimeter ties
 BL1169.to the IGSN71 gravity network.
 BL1169
 BL1169;                    North         East    Units  Estimated Accuracy
 BL1169;SPC TX C     - 3,073,240.    1,169,360.      MT  (+/- 180 meters Scaled)
 BL1169
 BL1169                          SUPERSEDED SURVEY CONTROL
 BL1169
 BL1169  NGVD 29 (12/23/87)   37.115  (m)          121.77   (f) ADJUSTED    1 1
 BL1169
 BL1169.Superseded values are not recommended for survey control.
 BL1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1169.See file dsdata.txt to determine how the superseded data were derived.
 BL1169
 BL1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP636473(NAD 83)
 BL1169_MARKER: DB = BENCH MARK DISK
 BL1169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1169_SP_SET: HEADWALL
 BL1169_STAMPING: R 88 1932 122.631
 BL1169_MARK LOGO: CGS   
 BL1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1169+STABILITY: SURFACE MOTION
 BL1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1169+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1169
 BL1169  HISTORY     - Date     Condition        Report By
 BL1169  HISTORY     - 1932     MONUMENTED       CGS
 BL1169  HISTORY     - 1973     GOOD             NGS
 BL1169  HISTORY     - 1978     GOOD             NGS
 BL1169  HISTORY     - 1987     GOOD             NGS
 BL1169  HISTORY     - 20040420 GOOD             ENGLE
 BL1169  HISTORY     - 20050929 GOOD             USPSQD
 BL1169
 BL1169                          STATION DESCRIPTION
 BL1169
 BL1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1169'5.1 MI S FROM CONROE.
 BL1169'ABOUT 5.1 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1169'AT CONROE, ABOUT 3 1/2 POLES NORTH OF MILE POST 117, SET IN THE TOP
 BL1169'CENTER OF THE WEST CONCRETE HEADWALL TO A LARGE DOUBLE 36-INCH PIPE
 BL1169'CULVERT UNDER THE RAILROAD, 138.6 FEET WEST AND ACROSS THE TRACKS FROM
 BL1169'THE NORTHWEST CORNER OF THE CONROE TELEPHONE CO. - RIVERBROOK
 BL1169'EXCHANGE, BRICK BUILDING, 13.2 FEET WEST OF THE WEST RAIL, AND ABOUT 2
 BL1169'FEET BELOW THE LEVEL OF THE RAIL.
 BL1169
 BL1169                          STATION RECOVERY (1978)
 BL1169
 BL1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1169'RECOVERED IN GOOD CONDITION.
 BL1169
 BL1169                          STATION RECOVERY (1987)
 BL1169
 BL1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1169'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.2 KM (5.10
 BL1169'MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1169'WITH AVENUE A IN CONROE.
 BL1169
 BL1169                          STATION RECOVERY (2004)
 BL1169
 BL1169'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2004 (JPE)
 BL1169'AN ALTERNATE ROUTE TO REACH THE BENCHMARK IS AS FOLLOWS.  FROM THE
 BL1169'INTERSECTION OF I-45 AND S.H.242, TRAVEL NORTH ON I-45, EXIT F.M.1488,
 BL1169'TURN RIGHT ON SHERBROOK DR., CROSS R.R., TURN RIGHT ON PAVED RD.,
 BL1169'BENCHMARK APPROX. 0.15 MILES ON RIGHT IN CONCRETE HEADWALL AS
 BL1169'DESCRIBED.  ALSO +/- 25' SOUTH OF EXTRAPOLATED CENTERLINE OF SHERBROOK
 BL1169'CIRCLE.
 BL1169
 BL1169                          STATION RECOVERY (2005)
 BL1169
 BL1169'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1169'FOUND AS DESCRIBED BY THE 2004 WRITE UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1859 ***********************************************************************
 AX1859  DESIGNATION -  R 881
 AX1859  PID         -  AX1859
 AX1859  STATE/COUNTY-  TX/WILSON
 AX1859  USGS QUAD   -  ALUM (1987)
 AX1859
 AX1859                         *CURRENT SURVEY CONTROL
 AX1859  ___________________________________________________________________
 AX1859* NAD 83(1986)-  29 21 01.     (N)    097 57 33.     (W)     SCALED    
 AX1859* NAVD 88     -       181.57   (+/-2cm)     595.7    (feet)  VERTCON   
 AX1859  ___________________________________________________________________
 AX1859  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AX1859
 AX1859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1859
 AX1859.The horizontal coordinates were scaled from a topographic map and have
 AX1859.an estimated accuracy of +/- 6 seconds.
 AX1859
 AX1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1859.The vertical order pertains to the NGVD 29 superseded value.
 AX1859
 AX1859.The geoid height was determined by GEOID03.
 AX1859
 AX1859;                    North         East    Units  Estimated Accuracy
 AX1859;SPC TXSC     - 4,168,570.      701,060.      MT  (+/- 180 meters Scaled)
 AX1859
 AX1859                          SUPERSEDED SURVEY CONTROL
 AX1859
 AX1859  NGVD 29 (??/??/92)  181.50   (m)          595.5    (f) COMPUTED    2 0
 AX1859
 AX1859.Superseded values are not recommended for survey control.
 AX1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1859.See file dsdata.txt to determine how the superseded data were derived.
 AX1859
 AX1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT010472(NAD 83)
 AX1859_MARKER: DB = BENCH MARK DISK
 AX1859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1859_SP_SET: CULVERT
 AX1859_STAMPING: R 881 1943
 AX1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1859
 AX1859  HISTORY     - Date     Condition        Report By
 AX1859  HISTORY     - 1943     MONUMENTED       CGS
 AX1859  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1859
 AX1859                          STATION DESCRIPTION
 AX1859
 AX1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1859'7.85 MI N FROM STOCKDALE.
 AX1859'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 87 AND STATE HIGHWAY
 AX1859'NO. 123 AT STOCKDALE, PROCEED 7.85 MILES NORTHERLY ALONG STATE HIGHWAY
 AX1859'NO. 123 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS
 AX1859'SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 AX1859'2X4 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 17.3 FEET WEST
 AX1859'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1859
 AX1859                          STATION RECOVERY (1996)
 AX1859
 AX1859'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1860 ***********************************************************************
 AX1860  DESIGNATION -  R 881 RESET 1957
 AX1860  PID         -  AX1860
 AX1860  STATE/COUNTY-  TX/WILSON
 AX1860  USGS QUAD   -  ALUM (1987)
 AX1860
 AX1860                         *CURRENT SURVEY CONTROL
 AX1860  ___________________________________________________________________
 AX1860* NAD 83(1986)-  29 21 01.     (N)    097 57 33.     (W)     SCALED    
 AX1860* NAVD 88     -       181.58   (+/-2cm)     595.7    (feet)  VERTCON   
 AX1860  ___________________________________________________________________
 AX1860  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AX1860
 AX1860  VERT ORDER  -  THIRD (See Below)
 AX1860
 AX1860.The horizontal coordinates were scaled from a topographic map and have
 AX1860.an estimated accuracy of +/- 6 seconds.
 AX1860
 AX1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1860.The vertical order pertains to the NGVD 29 superseded value.
 AX1860
 AX1860.The geoid height was determined by GEOID03.
 AX1860
 AX1860;                    North         East    Units  Estimated Accuracy
 AX1860;SPC TXSC     - 4,168,570.      701,060.      MT  (+/- 180 meters Scaled)
 AX1860
 AX1860                          SUPERSEDED SURVEY CONTROL
 AX1860
 AX1860  NGVD 29 (??/??/??)  181.51   (m)          595.5    (f) RESET       3  
 AX1860
 AX1860.Superseded values are not recommended for survey control.
 AX1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1860.See file dsdata.txt to determine how the superseded data were derived.
 AX1860
 AX1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT010472(NAD 83)
 AX1860_MARKER: DB = BENCH MARK DISK
 AX1860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1860_SP_SET: CULVERT
 AX1860_STAMPING: R 881 RESET 1943 1957
 AX1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1860
 AX1860  HISTORY     - Date     Condition        Report By
 AX1860  HISTORY     - 1957     MONUMENTED       TXHD
 AX1860  HISTORY     - 1957     GOOD             NGS
 AX1860  HISTORY     - 19960914 GOOD             USPSQD
 AX1860  HISTORY     - 20030517 GOOD             USPSQD
 AX1860
 AX1860                          STATION DESCRIPTION
 AX1860
 AX1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AX1860'7.9 MI N FROM STOCKDALE.
 AX1860'ABOUT 7.9 MILES NORTH ALONG STATE HIGHWAY NO. 123 FROM THE MAIN
 AX1860'HIGHWAY INTERSECTION IN STOCKDALE, IN THE TOP OF THE SOUTH END OF THE
 AX1860'WEST HEADWALL OF A CONCRETE CULVERT AND ABOUT LEVEL WITH THE HIGHWAY.
 AX1860'IT IS 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK
 AX1860'STAMPED R 881 1943 RESET 1957.
 AX1860
 AX1860                          STATION RECOVERY (1996)
 AX1860
 AX1860'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1860'RECOVERED IN GOOD CONDITION.
 AX1860
 AX1860                          STATION RECOVERY (2003)
 AX1860
 AX1860'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0945 ***********************************************************************
 BL0945  DESIGNATION -  R 882
 BL0945  PID         -  BL0945
 BL0945  STATE/COUNTY-  TX/POLK
 BL0945  USGS QUAD   -  ONALASKA (1972)
 BL0945
 BL0945                         *CURRENT SURVEY CONTROL
 BL0945  ___________________________________________________________________
 BL0945* NAD 83(1986)-  30 50 47.     (N)    095 02 18.     (W)     SCALED    
 BL0945* NAVD 88     -        84.22   (+/-2cm)     276.3    (feet)  VERTCON   
 BL0945  ___________________________________________________________________
 BL0945  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL0945
 BL0945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0945
 BL0945.The horizontal coordinates were scaled from a topographic map and have
 BL0945.an estimated accuracy of +/- 6 seconds.
 BL0945
 BL0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0945.The vertical order pertains to the NGVD 29 superseded value.
 BL0945
 BL0945.The geoid height was determined by GEOID03.
 BL0945
 BL0945;                    North         East    Units  Estimated Accuracy
 BL0945;SPC TX C     - 3,142,830.    1,206,260.      MT  (+/- 180 meters Scaled)
 BL0945
 BL0945                          SUPERSEDED SURVEY CONTROL
 BL0945
 BL0945  NGVD 29 (??/??/92)   84.237  (m)          276.37   (f) ADJ UNCH    2 0
 BL0945
 BL0945.Superseded values are not recommended for survey control.
 BL0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0945.See file dsdata.txt to determine how the superseded data were derived.
 BL0945
 BL0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ050143(NAD 83)
 BL0945_MARKER: DB = BENCH MARK DISK
 BL0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0945_STAMPING: R 882 1947
 BL0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0945+STABILITY: SURFACE MOTION
 BL0945
 BL0945  HISTORY     - Date     Condition        Report By
 BL0945  HISTORY     - 1947     MONUMENTED       CGS
 BL0945
 BL0945                          STATION DESCRIPTION
 BL0945
 BL0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0945'6.4 MI E FROM ONALASKA.
 BL0945'6.4 MILES EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0945'ONALASKA, 40.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 24.0
 BL0945'FEET NORTHEAST OF THE CENTER LINE OF A TRAIL LEADING WEST, 17.0 FEET
 BL0945'WEST OF A 14 INCH PINE TREE WITH A TRIANGLE BLAZE, 10.2 FEET NORTHEAST
 BL0945'OF A 10 INCH PINE TREE WITH A TRIANGLE BLAZE, 1.4 FEET NORTHEAST OF A
 BL0945'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.4
 BL0945'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0618 ***********************************************************************
 BL0618  DESIGNATION -  R 883
 BL0618  PID         -  BL0618
 BL0618  STATE/COUNTY-  TX/POLK
 BL0618  USGS QUAD   -  CARMONA (1984)
 BL0618
 BL0618                         *CURRENT SURVEY CONTROL
 BL0618  ___________________________________________________________________
 BL0618* NAD 83(1986)-  30 53 04.     (N)    094 59 19.     (W)     SCALED    
 BL0618* NAVD 88     -        92.23   (+/-2cm)     302.6    (feet)  VERTCON   
 BL0618  ___________________________________________________________________
 BL0618  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL0618
 BL0618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0618
 BL0618.The horizontal coordinates were scaled from a topographic map and have
 BL0618.an estimated accuracy of +/- 6 seconds.
 BL0618
 BL0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0618.The vertical order pertains to the NGVD 29 superseded value.
 BL0618
 BL0618.The geoid height was determined by GEOID03.
 BL0618
 BL0618;                    North         East    Units  Estimated Accuracy
 BL0618;SPC TX C     - 3,147,270.    1,210,800.      MT  (+/- 180 meters Scaled)
 BL0618
 BL0618                          SUPERSEDED SURVEY CONTROL
 BL0618
 BL0618  NGVD 29 (??/??/92)   92.246  (m)          302.64   (f) ADJ UNCH    2 0
 BL0618
 BL0618.Superseded values are not recommended for survey control.
 BL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0618.See file dsdata.txt to determine how the superseded data were derived.
 BL0618
 BL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ099184(NAD 83)
 BL0618_MARKER: DB = BENCH MARK DISK
 BL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0618_STAMPING: R 883 1947
 BL0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0618+STABILITY: SURFACE MOTION
 BL0618
 BL0618  HISTORY     - Date     Condition        Report By
 BL0618  HISTORY     - 1947     MONUMENTED       CGS
 BL0618  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0618
 BL0618                          STATION DESCRIPTION
 BL0618
 BL0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0618'11.4 MI NW FROM LEGGETT.
 BL0618'8.6 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0618'ORLEANS RAILWAY STATION AT LEGGETT, THENCE 2.8 MILES NORTH ALONG A
 BL0618'GRADED DIRT ROAD, AT A Y ROAD JUNCTION, 62.0 FEET SOUTHEAST OF A POINT
 BL0618'WHERE THE CENTER LINE OF THE NORTH-SOUTH ROAD CONVERGES WITH THE
 BL0618'CENTER LINE OF THE ROAD LEADING NORTHWEST, 33.0 FEET EAST OF THE
 BL0618'CENTER LINE OF THE NORTH-SOUTH ROAD, 5.0 FEET WEST OF A 10 INCH PINE
 BL0618'TREE WITH A TRIANGLE BLAZE, 1.2 FEET NORTH OF A REFERENCE POST, SET IN
 BL0618'THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL0618
 BL0618                          STATION RECOVERY (1997)
 BL0618
 BL0618'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1591 ***********************************************************************
 BY1591  DESIGNATION -  R 884
 BY1591  PID         -  BY1591
 BY1591  STATE/COUNTY-  TX/TRINITY
 BY1591  USGS QUAD   -  GROVETON WEST (1963)
 BY1591
 BY1591                         *CURRENT SURVEY CONTROL
 BY1591  ___________________________________________________________________
 BY1591* NAD 83(1986)-  31 02 12.     (N)    095 07 50.     (W)     SCALED    
 BY1591* NAVD 88     -       108.23   (+/-2cm)     355.1    (feet)  VERTCON   
 BY1591  ___________________________________________________________________
 BY1591  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1591
 BY1591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1591
 BY1591.The horizontal coordinates were scaled from a topographic map and have
 BY1591.an estimated accuracy of +/- 6 seconds.
 BY1591
 BY1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1591.The vertical order pertains to the NGVD 29 superseded value.
 BY1591
 BY1591.The geoid height was determined by GEOID03.
 BY1591
 BY1591;                    North         East    Units  Estimated Accuracy
 BY1591;SPC TX C     - 3,163,480.    1,196,460.      MT  (+/- 180 meters Scaled)
 BY1591
 BY1591                          SUPERSEDED SURVEY CONTROL
 BY1591
 BY1591  NGVD 29 (??/??/92)  108.243  (m)          355.13   (f) ADJ UNCH    2 0
 BY1591
 BY1591.Superseded values are not recommended for survey control.
 BY1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1591.See file dsdata.txt to determine how the superseded data were derived.
 BY1591
 BY1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ966356(NAD 83)
 BY1591_MARKER: DB = BENCH MARK DISK
 BY1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1591_STAMPING: R 884 1947
 BY1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1591+STABILITY: SURFACE MOTION
 BY1591
 BY1591  HISTORY     - Date     Condition        Report By
 BY1591  HISTORY     - 1947     MONUMENTED       CGS
 BY1591  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1591
 BY1591                          STATION DESCRIPTION
 BY1591
 BY1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1591'1.4 MI S FROM GROVETON.
 BY1591'1.4 MILES SOUTH ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE COURTHOUSE
 BY1591'AT GROVETON, 148.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BY1591'FARMHOUSE (ON TOP OF A HILL AND ON THE WEST SIDE OF THE ROAD), 77.0
 BY1591'FEET SOUTHWEST OF THE SOUTH END OF A 12 INCH CONCRETE TILE CULVERT AT
 BY1591'A DRIVEWAY ENTRANCE LEADING TO A FARMHOUSE, 50.0 FEET SOUTHEAST OF
 BY1591'POWER POLE NUMBER 495, 38.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BY1591'1.5 FEET SOUTH OF A REFERENCE POST, 0.8 FOOT EAST OF A FENCE, IN LINE
 BY1591'WITH A ROW OF TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST AND
 BY1591'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1591
 BY1591                          STATION RECOVERY (1996)
 BY1591
 BY1591'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0740 ***********************************************************************
 BY0740  DESIGNATION -  R 885
 BY0740  PID         -  BY0740
 BY0740  STATE/COUNTY-  TX/TRINITY
 BY0740  USGS QUAD   -  WELLS SW (1980)
 BY0740
 BY0740                         *CURRENT SURVEY CONTROL
 BY0740  ___________________________________________________________________
 BY0740* NAD 83(1986)-  31 16 15.     (N)    094 55 56.     (W)     SCALED    
 BY0740* NAVD 88     -        66.78   (+/-2cm)     219.1    (feet)  VERTCON   
 BY0740  ___________________________________________________________________
 BY0740  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY0740
 BY0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0740
 BY0740.The horizontal coordinates were scaled from a topographic map and have
 BY0740.an estimated accuracy of +/- 6 seconds.
 BY0740
 BY0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0740.The vertical order pertains to the NGVD 29 superseded value.
 BY0740
 BY0740.The geoid height was determined by GEOID03.
 BY0740
 BY0740;                    North         East    Units  Estimated Accuracy
 BY0740;SPC TX C     - 3,190,310.    1,214,110.      MT  (+/- 180 meters Scaled)
 BY0740
 BY0740                          SUPERSEDED SURVEY CONTROL
 BY0740
 BY0740  NGVD 29 (??/??/92)   66.822  (m)          219.23   (f) ADJ UNCH    2 0
 BY0740
 BY0740.Superseded values are not recommended for survey control.
 BY0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0740.See file dsdata.txt to determine how the superseded data were derived.
 BY0740
 BY0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ160612(NAD 83)
 BY0740_MARKER: DB = BENCH MARK DISK
 BY0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0740_STAMPING: R 885 1947
 BY0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0740+STABILITY: SURFACE MOTION
 BY0740
 BY0740  HISTORY     - Date     Condition        Report By
 BY0740  HISTORY     - 1947     MONUMENTED       CGS
 BY0740
 BY0740                          STATION DESCRIPTION
 BY0740
 BY0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0740'3.9 MI NE FROM APPLE SPRINGS.
 BY0740'3.9 MILES NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE
 BY0740'SPRINGS LODGE AT APPLE SPRINGS, ON THE OUTSIDE OF A WIDE CURVE, 78.1
 BY0740'FEET NORTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 40.4
 BY0740'FEET SOUTHWEST OF A 12 INCH PINE TREE WITH A TRIANGULAR BLAZE, 16.2
 BY0740'FEET SOUTH OF A 15 INCH OAK TREE WITH A TRIANGULAR BLAZE, 14.3 FEET
 BY0740'NORTHEAST OF A 9 INCH PINE TREE WITH A TRIANGULAR BLAZE, 2.5 FEET
 BY0740'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 BY0740'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0797 ***********************************************************************
 AX0797  DESIGNATION -  R 886
 AX0797  PID         -  AX0797
 AX0797  STATE/COUNTY-  TX/LAVACA
 AX0797  USGS QUAD   -  HOPE (1981)
 AX0797
 AX0797                         *CURRENT SURVEY CONTROL
 AX0797  ___________________________________________________________________
 AX0797* NAD 83(1986)-  29 10 01.     (N)    096 54 49.     (W)     SCALED    
 AX0797* NAVD 88     -        50.19   (+/-2cm)     164.7    (feet)  VERTCON   
 AX0797  ___________________________________________________________________
 AX0797  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0797
 AX0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0797
 AX0797.The horizontal coordinates were scaled from a topographic map and have
 AX0797.an estimated accuracy of +/- 6 seconds.
 AX0797
 AX0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0797.The vertical order pertains to the NGVD 29 superseded value.
 AX0797
 AX0797.The geoid height was determined by GEOID03.
 AX0797
 AX0797;                    North         East    Units  Estimated Accuracy
 AX0797;SPC TXSC     - 4,149,610.      802,930.      MT  (+/- 180 meters Scaled)
 AX0797
 AX0797                          SUPERSEDED SURVEY CONTROL
 AX0797
 AX0797  NGVD 29 (??/??/92)   50.216  (m)          164.75   (f) ADJ UNCH    2 0
 AX0797
 AX0797.Superseded values are not recommended for survey control.
 AX0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0797.See file dsdata.txt to determine how the superseded data were derived.
 AX0797
 AX0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT029282(NAD 83)
 AX0797_MARKER: DB = BENCH MARK DISK
 AX0797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0797_SP_SET: CULVERT
 AX0797_STAMPING: R 886 1966
 AX0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0797
 AX0797  HISTORY     - Date     Condition        Report By
 AX0797  HISTORY     - 1966     MONUMENTED       CGS
 AX0797  HISTORY     - 1966     GOOD             USGS
 AX0797  HISTORY     - 19970607 GOOD             USPSQD
 AX0797
 AX0797                          STATION DESCRIPTION
 AX0797
 AX0797'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0797'0.9 MI SW FROM HOPE.
 AX0797'0.9 MILES SW ALONG ROADS FROM THE BAPTIST CHURCH AT HOPE, LAVACA
 AX0797'COUNTY, TO STATE HWY. 111.  THENCE 6.2 MI. SE ALONG STATE HWY. 111. AT
 AX0797'A CONCRETE CULVERT, IN THE EAST END OF THE SOUTH HEADWALL, 21 FEET
 AX0797'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 AX0797
 AX0797                          STATION RECOVERY (1997)
 AX0797
 AX0797'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1159 ***********************************************************************
 AN1159  DESIGNATION -  R 887
 AN1159  PID         -  AN1159
 AN1159  STATE/COUNTY-  TX/DE WITT
 AN1159  USGS QUAD   -  MEYERSVILLE (1987)
 AN1159
 AN1159                         *CURRENT SURVEY CONTROL
 AN1159  ___________________________________________________________________
 AN1159* NAD 83(1986)-  28 58 23.     (N)    097 15 18.     (W)     SCALED    
 AN1159* NAVD 88     -        70.98   (+/-2cm)     232.9    (feet)  VERTCON   
 AN1159  ___________________________________________________________________
 AN1159  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1159
 AN1159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1159
 AN1159.The horizontal coordinates were scaled from a topographic map and have
 AN1159.an estimated accuracy of +/- 6 seconds.
 AN1159
 AN1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1159.The vertical order pertains to the NGVD 29 superseded value.
 AN1159
 AN1159.The geoid height was determined by GEOID03.
 AN1159
 AN1159;                    North         East    Units  Estimated Accuracy
 AN1159;SPC TXSC     - 4,127,580.      770,050.      MT  (+/- 180 meters Scaled)
 AN1159
 AN1159                          SUPERSEDED SURVEY CONTROL
 AN1159
 AN1159  NGVD 29 (??/??/92)   71.003  (m)          232.95   (f) ADJ UNCH    2 0
 AN1159
 AN1159.Superseded values are not recommended for survey control.
 AN1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1159.See file dsdata.txt to determine how the superseded data were derived.
 AN1159
 AN1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT700062(NAD 83)
 AN1159_MARKER: DB = BENCH MARK DISK
 AN1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1159_STAMPING: R 887 1943
 AN1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1159+STABILITY: SURFACE MOTION
 AN1159
 AN1159  HISTORY     - Date     Condition        Report By
 AN1159  HISTORY     - 1943     MONUMENTED       CGS
 AN1159
 AN1159                          STATION DESCRIPTION
 AN1159
 AN1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1159'1.75 MI SE FROM ARNECKEVILLE.
 AN1159'TO REACH FROM THE POST OFFICE AT ARNECKEVILLE-- PROCEED 1.75 MILES
 AN1159'SOUTHEASTERLY ALONG THE ARNECKEVILLE-MISSION VALLEY ROAD TO SITE OF
 AN1159'BENCH MARK.  BENCH MARK IS 25.0 FEET NORTHEAST OF AND ABOUT 1.5 FEET
 AN1159'ABOVE THE CENTERLINE OF ROAD, AND 8.0 FEET SOUTHEAST OF A WIRE GATE
 AN1159'AND A DIM FARM ROAD LEADING NORTHEAST.  IT IS 6.0 FEET NORTHEAST OF A
 AN1159'FENCE CORNER, 2.0 FEET SOUTHEAST OF A FENCE, AND 3.0 FEET NORTHEAST OF
 AN1159'A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1160 ***********************************************************************
 AN1160  DESIGNATION -  R 887 RESET 1953
 AN1160  PID         -  AN1160
 AN1160  STATE/COUNTY-  TX/DE WITT
 AN1160  USGS QUAD   -  MEYERSVILLE (1987)
 AN1160
 AN1160                         *CURRENT SURVEY CONTROL
 AN1160  ___________________________________________________________________
 AN1160* NAD 83(1986)-  28 58 23.     (N)    097 15 18.     (W)     SCALED    
 AN1160* NAVD 88     -        70.94   (+/-2cm)     232.7    (feet)  VERTCON   
 AN1160  ___________________________________________________________________
 AN1160  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1160
 AN1160  VERT ORDER  -  THIRD (See Below)
 AN1160
 AN1160.The horizontal coordinates were scaled from a topographic map and have
 AN1160.an estimated accuracy of +/- 6 seconds.
 AN1160
 AN1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1160.The vertical order pertains to the NGVD 29 superseded value.
 AN1160
 AN1160.The geoid height was determined by GEOID03.
 AN1160
 AN1160;                    North         East    Units  Estimated Accuracy
 AN1160;SPC TXSC     - 4,127,580.      770,050.      MT  (+/- 180 meters Scaled)
 AN1160
 AN1160                          SUPERSEDED SURVEY CONTROL
 AN1160
 AN1160  NGVD 29 (01/29/03)   70.97   (m)          232.8    (f) RESET       3  
 AN1160
 AN1160.Superseded values are not recommended for survey control.
 AN1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1160.See file dsdata.txt to determine how the superseded data were derived.
 AN1160
 AN1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT700062(NAD 83)
 AN1160_MARKER: DB = BENCH MARK DISK
 AN1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1160_STAMPING: R 887 RESET 1953
 AN1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1160+STABILITY: SURFACE MOTION
 AN1160
 AN1160  HISTORY     - Date     Condition        Report By
 AN1160  HISTORY     - 1953     MONUMENTED       LOCENG
 AN1160  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1160
 AN1160                          STATION DESCRIPTION
 AN1160
 AN1160'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 AN1160'1.7 MI SE FROM ARNECKEVILLE.
 AN1160'1.7 MILES SOUTHEAST ALONG THE MISSION VALLEY ROAD FROM THE POST OFFICE
 AN1160'AT ARNECKEVILLE, DE WITT COUNTY, 41 FEET NORTHEAST OF THE CENTER LINE
 AN1160'OF THE ROAD, AND 2 FEET NORTHEAST OF A FENCE CORNER.  A STANDARD DISK,
 AN1160'STAMPED R 887 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST
 AN1160'PROJECTING ABOUT 0.7 FOOT ABOVE GROUND.
 AN1160
 AN1160                          STATION RECOVERY (2001)
 AN1160
 AN1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1160'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1087 ***********************************************************************
 AN1087  DESIGNATION -  R 888
 AN1087  PID         -  AN1087
 AN1087  STATE/COUNTY-  TX/VICTORIA
 AN1087  USGS QUAD   -  SCHROEDER (1987)
 AN1087
 AN1087                         *CURRENT SURVEY CONTROL
 AN1087  ___________________________________________________________________
 AN1087* NAD 83(1986)-  28 50 37.     (N)    097 10 19.     (W)     SCALED    
 AN1087* NAVD 88     -        49.79   (+/-2cm)     163.4    (feet)  VERTCON   
 AN1087  ___________________________________________________________________
 AN1087  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1087
 AN1087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1087
 AN1087.The horizontal coordinates were scaled from a topographic map and have
 AN1087.an estimated accuracy of +/- 6 seconds.
 AN1087
 AN1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1087.The vertical order pertains to the NGVD 29 superseded value.
 AN1087
 AN1087.The geoid height was determined by GEOID03.
 AN1087
 AN1087;                    North         East    Units  Estimated Accuracy
 AN1087;SPC TXSC     - 4,113,360.      778,370.      MT  (+/- 180 meters Scaled)
 AN1087
 AN1087                          SUPERSEDED SURVEY CONTROL
 AN1087
 AN1087  NGVD 29 (??/??/92)   49.846  (m)          163.54   (f) ADJ UNCH    2 0
 AN1087
 AN1087.Superseded values are not recommended for survey control.
 AN1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1087.See file dsdata.txt to determine how the superseded data were derived.
 AN1087
 AN1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS783920(NAD 83)
 AN1087_MARKER: DB = BENCH MARK DISK
 AN1087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1087_SP_SET: ABUTMENT
 AN1087_STAMPING: R 888 1943
 AN1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1087
 AN1087  HISTORY     - Date     Condition        Report By
 AN1087  HISTORY     - 1943     MONUMENTED       CGS
 AN1087
 AN1087                          STATION DESCRIPTION
 AN1087
 AN1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1087'3.65 MI NE FROM SCHROEDER.
 AN1087'TO REACH FROM THE SCHOOL AT SCHROEDER-- PROCEED 3.65 MILES
 AN1087'NORTHEASTERLY ALONG THE SCHROEDER-NURSERY ROAD TO SITE OF BENCH MARK.
 AN1087'BENCH MARK IS ABOUT 0.45 MILE SOUTHWEST OF A T-ROAD INTERSECTION, AND
 AN1087'12.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AN1087'OF ROAD.  IT IS SET HORIZONTALLY IN THE SOUTHEAST END OF THE SOUTHWEST
 AN1087'CONCRETE ABUTMENT OF A SMALL WOODEN BRIDGE OVER A RAVINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1088 ***********************************************************************
 AN1088  DESIGNATION -  R 888 RESET 1952
 AN1088  PID         -  AN1088
 AN1088  STATE/COUNTY-  TX/VICTORIA
 AN1088  USGS QUAD   -  SCHROEDER (1987)
 AN1088
 AN1088                         *CURRENT SURVEY CONTROL
 AN1088  ___________________________________________________________________
 AN1088* NAD 83(1986)-  28 50 37.     (N)    097 10 19.     (W)     SCALED    
 AN1088* NAVD 88     -        49.83   (+/-2cm)     163.5    (feet)  VERTCON   
 AN1088  ___________________________________________________________________
 AN1088  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1088
 AN1088  VERT ORDER  -  THIRD (See Below)
 AN1088
 AN1088.The horizontal coordinates were scaled from a topographic map and have
 AN1088.an estimated accuracy of +/- 6 seconds.
 AN1088
 AN1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1088.The vertical order pertains to the NGVD 29 superseded value.
 AN1088
 AN1088.The geoid height was determined by GEOID03.
 AN1088
 AN1088;                    North         East    Units  Estimated Accuracy
 AN1088;SPC TXSC     - 4,113,360.      778,370.      MT  (+/- 180 meters Scaled)
 AN1088
 AN1088                          SUPERSEDED SURVEY CONTROL
 AN1088
 AN1088  NGVD 29 (01/29/03)   49.89   (m)          163.7    (f) RESET       3  
 AN1088
 AN1088.Superseded values are not recommended for survey control.
 AN1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1088.See file dsdata.txt to determine how the superseded data were derived.
 AN1088
 AN1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS783920(NAD 83)
 AN1088_MARKER: DB = BENCH MARK DISK
 AN1088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1088_SP_SET: CULVERT
 AN1088_STAMPING: R 888 RESET 1952
 AN1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1088
 AN1088  HISTORY     - Date     Condition        Report By
 AN1088  HISTORY     - 1952     MONUMENTED       TXHD
 AN1088  HISTORY     - 1959     GOOD             NGS
 AN1088  HISTORY     - 1990     GOOD             USPSQD
 AN1088
 AN1088                          STATION DESCRIPTION
 AN1088
 AN1088'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 AN1088'3.7 MI NE FROM SCHROEDER.
 AN1088'IN VICTORIA COUNTY, 3.7 MILES NORTHEAST ALONG FARM-TO-MARKET HIGHWAY
 AN1088'622 FROM THE SCHOOL AT SCHROEDER, GOLIAD COUNTY, 0.4 MILE SOUTHWEST OF
 AN1088'A T-ROAD JUNCTION, IN THE SOUTHWEST HEAD WALL OF A CONCRETE CULVERT,
 AN1088'0.5 FOOT NORTHEAST OF THE SOUTHWEST END, 15 FEET SOUTHEAST OF THE
 AN1088'CENTER LINE OF THE HIGHWAY, AND ABOUT 1.3 FEET LOWER THAN THE HIGHWAY.
 AN1088'A STANDARD DISK, STAMPED R 888 RESET 1952.
 AN1088
 AN1088                          STATION RECOVERY (1959)
 AN1088
 AN1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AN1088'RECOVERED IN GOOD CONDITION.
 AN1088
 AN1088                          STATION RECOVERY (1990)
 AN1088
 AN1088'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1783 ***********************************************************************
 BK1783  DESIGNATION -  R 89
 BK1783  PID         -  BK1783
 BK1783  STATE/COUNTY-  TX/ORANGE
 BK1783  USGS QUAD   -  MAURICEVILLE (1974)
 BK1783
 BK1783                         *CURRENT SURVEY CONTROL
 BK1783  ___________________________________________________________________
 BK1783* NAD 83(1986)-  30 08 12.     (N)    093 49 14.     (W)     SCALED    
 BK1783* NAVD 88     -         6.50   (+/-2cm)      21.3    (feet)  VERTCON   
 BK1783  ___________________________________________________________________
 BK1783  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK1783
 BK1783  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1783
 BK1783.The horizontal coordinates were scaled from a topographic map and have
 BK1783.an estimated accuracy of +/- 6 seconds.
 BK1783
 BK1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1783.The vertical order pertains to the NGVD 29 superseded value.
 BK1783
 BK1783.The geoid height was determined by GEOID03.
 BK1783
 BK1783;                    North         East    Units  Estimated Accuracy
 BK1783;SPC TX C     - 3,070,470.    1,327,170.      MT  (+/- 180 meters Scaled)
 BK1783
 BK1783                          SUPERSEDED SURVEY CONTROL
 BK1783
 BK1783  NGVD 29 (??/??/??)    6.457  (m)           21.18   (f) ADJUSTED    1 2
 BK1783
 BK1783.Superseded values are not recommended for survey control.
 BK1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1783.See file dsdata.txt to determine how the superseded data were derived.
 BK1783
 BK1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP209342(NAD 83)
 BK1783_MARKER: DB = BENCH MARK DISK
 BK1783_SETTING: 0 = UNSPECIFIED SETTING
 BK1783_STAMPING: 21.184 R 89 1932
 BK1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1783
 BK1783  HISTORY     - Date     Condition        Report By
 BK1783  HISTORY     - 1932     MONUMENTED       CGS
 BK1783  HISTORY     - 1934     GOOD             CGS
 BK1783  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1783  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 BK1783  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1783  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1783  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1783
 BK1783                          STATION DESCRIPTION
 BK1783
 BK1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1783'6.0 MI N FROM ORANGE.
 BK1783'ON THE ORANGE AND NORTHWESTERN R.R., 40 FEET WEST OF THE TRACK 20 FEET
 BK1783'EAST OF HIGHWAY NO. 62, 75 FEET NORTH OF MILE POLE NO. C 483, 200 FEET
 BK1783'NORTH OF THE STATION BOARD AT PEVETO SIDING.
 BK1783
 BK1783                          STATION RECOVERY (1934)
 BK1783
 BK1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1783'RECOVERED IN GOOD CONDITION.
 BK1783
 BK1783                          STATION RECOVERY (1979)
 BK1783
 BK1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1783'MARK NOT FOUND.
 BK1783
 BK1783                          STATION RECOVERY (1996)
 BK1783
 BK1783'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1783'MARK NOT FOUND.
 BK1783
 BK1783                          STATION RECOVERY (2001)
 BK1783
 BK1783'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1783'MARK NOT FOUND.
 BK1783
 BK1783                          STATION RECOVERY (2002)
 BK1783
 BK1783'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1783'MARK NOT FOUND.
 BK1783
 BK1783                          STATION RECOVERY (2004)
 BK1783
 BK1783'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1783'MARK NOT FOUND UNDER CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1151 ***********************************************************************
 BY1151  DESIGNATION -  R 891
 BY1151  PID         -  BY1151
 BY1151  STATE/COUNTY-  TX/NACOGDOCHES
 BY1151  USGS QUAD   -  APPLEBY (1983)
 BY1151
 BY1151                         *CURRENT SURVEY CONTROL
 BY1151  ___________________________________________________________________
 BY1151* NAD 83(1986)-  31 42 39.     (N)    094 32 21.     (W)     SCALED    
 BY1151* NAVD 88     -       134.72   (+/-2cm)     442.0    (feet)  VERTCON   
 BY1151  ___________________________________________________________________
 BY1151  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1151
 BY1151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1151
 BY1151.The horizontal coordinates were scaled from a topographic map and have
 BY1151.an estimated accuracy of +/- 6 seconds.
 BY1151
 BY1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1151.The vertical order pertains to the NGVD 29 superseded value.
 BY1151
 BY1151.The geoid height was determined by GEOID03.
 BY1151
 BY1151;                    North         East    Units  Estimated Accuracy
 BY1151;SPC TX C     - 3,240,910.    1,248,950.      MT  (+/- 180 meters Scaled)
 BY1151
 BY1151                          SUPERSEDED SURVEY CONTROL
 BY1151
 BY1151  NGVD 29 (??/??/92)  134.724  (m)          442.01   (f) ADJ UNCH    2 0
 BY1151
 BY1151.Superseded values are not recommended for survey control.
 BY1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1151.See file dsdata.txt to determine how the superseded data were derived.
 BY1151
 BY1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR541094(NAD 83)
 BY1151_MARKER: DB = BENCH MARK DISK
 BY1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1151_STAMPING: R 891 1948
 BY1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1151+STABILITY: SURFACE MOTION
 BY1151
 BY1151  HISTORY     - Date     Condition        Report By
 BY1151  HISTORY     - 1948     MONUMENTED       CGS
 BY1151  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1151
 BY1151                          STATION DESCRIPTION
 BY1151
 BY1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1151'4.6 MI E FROM APPLEBY.
 BY1151'4.6 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY1151'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, 0.5
 BY1151'MILE EAST OF A JUNCTION WITH A ROAD LEADING NORTHEAST, 0.3 MILE WEST
 BY1151'OF A UNITED GAS COMPANY PIPE LINE, 0.1 MILE WEST OF A FORMER HOUSE
 BY1151'SITE, AT THE EAST EDGE OF A WOODED AREA, AT THE WEST EDGE OF A CLEARED
 BY1151'PASTURE, 33.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22.0 FEET
 BY1151'SOUTH OF A FENCE CORNER, 8.0 FEET NORTH OF A 30 INCH BLACK GUM TREE
 BY1151'WHICH IS ON A FENCE LINE, 1.4 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT
 BY1151'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BY1151'FOOT ABOVE THE GROUND.
 BY1151
 BY1151                          STATION RECOVERY (1998)
 BY1151
 BY1151'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0164 ***********************************************************************
 BY0164  DESIGNATION -  R 892
 BY0164  PID         -  BY0164
 BY0164  STATE/COUNTY-  TX/NACOGDOCHES
 BY0164  USGS QUAD   -  GARRISON EAST (1984)
 BY0164
 BY0164                         *CURRENT SURVEY CONTROL
 BY0164  ___________________________________________________________________
 BY0164* NAD 83(1986)-  31 45 52.     (N)    094 27 05.     (W)     SCALED    
 BY0164* NAVD 88     -       141.51   (+/-2cm)     464.3    (feet)  VERTCON   
 BY0164  ___________________________________________________________________
 BY0164  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY0164
 BY0164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0164
 BY0164.The horizontal coordinates were scaled from a topographic map and have
 BY0164.an estimated accuracy of +/- 6 seconds.
 BY0164
 BY0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0164.The vertical order pertains to the NGVD 29 superseded value.
 BY0164
 BY0164.The geoid height was determined by GEOID03.
 BY0164
 BY0164;                    North         East    Units  Estimated Accuracy
 BY0164;SPC TX C     - 3,247,290.    1,256,940.      MT  (+/- 180 meters Scaled)
 BY0164
 BY0164                          SUPERSEDED SURVEY CONTROL
 BY0164
 BY0164  NGVD 29 (??/??/92)  141.510  (m)          464.27   (f) ADJ UNCH    2 0
 BY0164
 BY0164.Superseded values are not recommended for survey control.
 BY0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0164.See file dsdata.txt to determine how the superseded data were derived.
 BY0164
 BY0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR625152(NAD 83)
 BY0164_MARKER: DB = BENCH MARK DISK
 BY0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0164_STAMPING: R 892 1948
 BY0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0164+STABILITY: SURFACE MOTION
 BY0164
 BY0164  HISTORY     - Date     Condition        Report By
 BY0164  HISTORY     - 1948     MONUMENTED       CGS
 BY0164
 BY0164                          STATION DESCRIPTION
 BY0164
 BY0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0164'3.4 MI W FROM STOCKMAN.
 BY0164'0.6 MILE SOUTH ALONG FARM ROAD 415 FROM THE POST OFFICE AT STOCKMAN,
 BY0164'THENCE 1.6 MILES WEST AND 0.4 MILE SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0164'THENCE 0.8 MILE WEST ALONG A DIRT ROAD, 97.0 FEET NORTHEAST OF THE
 BY0164'CENTER LINE OF A WOODS ROAD LEADING NORTHWEST, 30.0 FEET NORTHEAST OF
 BY0164'AN 18-INCH PINE TREE, 24.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY0164'ROAD, 3.0 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0164'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1016 ***********************************************************************
 BY1016  DESIGNATION -  R 893
 BY1016  PID         -  BY1016
 BY1016  STATE/COUNTY-  TX/NACOGDOCHES
 BY1016  USGS QUAD   -  PLATT (1980)
 BY1016
 BY1016                         *CURRENT SURVEY CONTROL
 BY1016  ___________________________________________________________________
 BY1016* NAD 83(1986)-  31 29 22.     (N)    094 31 38.     (W)     SCALED    
 BY1016* NAVD 88     -        80.01   (+/-2cm)     262.5    (feet)  VERTCON   
 BY1016  ___________________________________________________________________
 BY1016  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BY1016
 BY1016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1016
 BY1016.The horizontal coordinates were scaled from a topographic map and have
 BY1016.an estimated accuracy of +/- 6 seconds.
 BY1016
 BY1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1016.The vertical order pertains to the NGVD 29 superseded value.
 BY1016
 BY1016.The geoid height was determined by GEOID03.
 BY1016
 BY1016;                    North         East    Units  Estimated Accuracy
 BY1016;SPC TX C     - 3,216,460.    1,251,360.      MT  (+/- 180 meters Scaled)
 BY1016
 BY1016                          SUPERSEDED SURVEY CONTROL
 BY1016
 BY1016  NGVD 29 (??/??/92)   80.072  (m)          262.70   (f) ADJ UNCH    2 0
 BY1016
 BY1016.Superseded values are not recommended for survey control.
 BY1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1016.See file dsdata.txt to determine how the superseded data were derived.
 BY1016
 BY1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ549848(NAD 83)
 BY1016_MARKER: DB = BENCH MARK DISK
 BY1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1016_STAMPING: R 893 1948
 BY1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1016+STABILITY: SURFACE MOTION
 BY1016
 BY1016  HISTORY     - Date     Condition        Report By
 BY1016  HISTORY     - 1948     MONUMENTED       CGS
 BY1016  HISTORY     - 19980919 POOR             USPSQD
 BY1016
 BY1016                          STATION DESCRIPTION
 BY1016
 BY1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1016'1.25 MI S FROM WODEN.
 BY1016'1.25 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1016'WODEN, 0.15 MILE SOUTH OF THE B. J. JACOBS FARM HOME, AT A ROAD
 BY1016'JUNCTION, 30.0 FEET EAST OF THE CENTER LINE OF WODEN-ETOILE ROAD, 15.0
 BY1016'FEET NORTH OF THE CENTER LINE OF ROAD LEADING EAST, 3.0 FEET NORTHEAST
 BY1016'OF A FENCE CORNER POST, 4.0 FEET EAST OF A REFERENCE POST, AND SET IN
 BY1016'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1016
 BY1016                          STATION RECOVERY (1998)
 BY1016
 BY1016'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1016'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0185 ***********************************************************************
 BY0185  DESIGNATION -  R 894
 BY0185  PID         -  BY0185
 BY0185  STATE/COUNTY-  TX/NACOGDOCHES
 BY0185  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0185
 BY0185                         *CURRENT SURVEY CONTROL
 BY0185  ___________________________________________________________________
 BY0185* NAD 83(1986)-  31 32 00.     (N)    094 20 50.     (W)     SCALED    
 BY0185* NAVD 88     -        77.42   (+/-2cm)     254.0    (feet)  VERTCON   
 BY0185  ___________________________________________________________________
 BY0185  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY0185
 BY0185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0185
 BY0185.The horizontal coordinates were scaled from a topographic map and have
 BY0185.an estimated accuracy of +/- 6 seconds.
 BY0185
 BY0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0185.The vertical order pertains to the NGVD 29 superseded value.
 BY0185
 BY0185.The geoid height was determined by GEOID03.
 BY0185
 BY0185;                    North         East    Units  Estimated Accuracy
 BY0185;SPC TX C     - 3,222,220.    1,268,180.      MT  (+/- 180 meters Scaled)
 BY0185
 BY0185                          SUPERSEDED SURVEY CONTROL
 BY0185
 BY0185  NGVD 29 (??/??/92)   77.462  (m)          254.14   (f) ADJ UNCH    2 0
 BY0185
 BY0185.Superseded values are not recommended for survey control.
 BY0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0185.See file dsdata.txt to determine how the superseded data were derived.
 BY0185
 BY0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ721894(NAD 83)
 BY0185_MARKER: DB = BENCH MARK DISK
 BY0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0185_STAMPING: R 894 1949
 BY0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0185+STABILITY: SURFACE MOTION
 BY0185
 BY0185  HISTORY     - Date     Condition        Report By
 BY0185  HISTORY     - 1949     MONUMENTED       CGS
 BY0185  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0185
 BY0185                          STATION DESCRIPTION
 BY0185
 BY0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0185'2.65 MI NW FROM CHIRENO.
 BY0185'0.45 MILE NORTHWEST ALONG STATE HIGHWAY 21 (BUSINESS ROUTE) FROM THE
 BY0185'POST OFFICE AT CHIRENO, THENCE 2.2 MILES NORTH ALONG THE
 BY0185'ATTOYAC-CHIRENO ROAD, 0.85 MILE SOUTHEAST OF BENCH MARK N 894, ABOUT
 BY0185'400.0 FEET SOUTHEAST OF A FARMHOUSE WHICH IS SITUATED ON THE WEST SIDE
 BY0185'OF THE ROAD, 146.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL
 BY0185'FARMHOUSE, 30.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 4.6 FEET
 BY0185'SOUTH OF A 3-WAY FENCE CORNER POST, 3.4 FEET WEST OF A REFERENCE POST,
 BY0185'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY0185'GROUND.
 BY0185
 BY0185                          STATION RECOVERY (1998)
 BY0185
 BY0185'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1205 ***********************************************************************
 BY1205  DESIGNATION -  R 895
 BY1205  PID         -  BY1205
 BY1205  STATE/COUNTY-  TX/NACOGDOCHES
 BY1205  USGS QUAD   -  WODEN (1983)
 BY1205
 BY1205                         *CURRENT SURVEY CONTROL
 BY1205  ___________________________________________________________________
 BY1205* NAD 83(1986)-  31 33 51.     (N)    094 30 57.     (W)     SCALED    
 BY1205* NAVD 88     -        98.78   (+/-2cm)     324.1    (feet)  VERTCON   
 BY1205  ___________________________________________________________________
 BY1205  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BY1205
 BY1205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1205
 BY1205.The horizontal coordinates were scaled from a topographic map and have
 BY1205.an estimated accuracy of +/- 6 seconds.
 BY1205
 BY1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1205.The vertical order pertains to the NGVD 29 superseded value.
 BY1205
 BY1205.The geoid height was determined by GEOID03.
 BY1205
 BY1205;                    North         East    Units  Estimated Accuracy
 BY1205;SPC TX C     - 3,224,790.    1,252,010.      MT  (+/- 180 meters Scaled)
 BY1205
 BY1205                          SUPERSEDED SURVEY CONTROL
 BY1205
 BY1205  NGVD 29 (??/??/92)   98.838  (m)          324.27   (f) ADJ UNCH    2 0
 BY1205
 BY1205.Superseded values are not recommended for survey control.
 BY1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1205.See file dsdata.txt to determine how the superseded data were derived.
 BY1205
 BY1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ561931(NAD 83)
 BY1205_MARKER: DB = BENCH MARK DISK
 BY1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1205_STAMPING: R 895 1949
 BY1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1205+STABILITY: SURFACE MOTION
 BY1205
 BY1205  HISTORY     - Date     Condition        Report By
 BY1205  HISTORY     - 1949     MONUMENTED       CGS
 BY1205  HISTORY     - 19980919 GOOD             USPSQD
 BY1205
 BY1205                          STATION DESCRIPTION
 BY1205
 BY1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1205'1.6 MI E FROM OAK RIDGE.
 BY1205'1.6 MILES EAST ALONG STATE HIGHWAY 21 FROM THE ELEMENTARY SCHOOL AT
 BY1205'OAK RIDGE, 0.4 MILE EAST OF A BRIDGE OVER CARRIZO BAYOU, 0.95 MILE
 BY1205'WEST OF BENCH MARK Q 895, 181.7 FEET SOUTH SOUTHEAST OF THE SOUTHEAST
 BY1205'CORNER OF THE WEBB PATTON FARMHOUSE, 159.4 FEET NORTH OF AND
 BY1205'APPROXIMATELY 20.0 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY,
 BY1205'28.5 FEET SOUTHEAST OF A GASOLINE PUMP, 16.9 FEET NORTH OF A FENCE
 BY1205'CORNER, 1.6 FEET NORTH OF A REFERENCE POST, 1.3 FEET WEST OF A FENCE,
 BY1205'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 BY1205'GROUND.
 BY1205
 BY1205                          STATION RECOVERY (1998)
 BY1205
 BY1205'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1483 ***********************************************************************
 BY1483  DESIGNATION -  R 896
 BY1483  PID         -  BY1483
 BY1483  STATE/COUNTY-  TX/HOUSTON
 BY1483  USGS QUAD   -  KENNARD (1951)
 BY1483
 BY1483                         *CURRENT SURVEY CONTROL
 BY1483  ___________________________________________________________________
 BY1483* NAD 83(1986)-  31 18 21.     (N)    095 14 06.     (W)     SCALED    
 BY1483* NAVD 88     -       111.46   (+/-2cm)     365.7    (feet)  VERTCON   
 BY1483  ___________________________________________________________________
 BY1483  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1483
 BY1483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1483
 BY1483.The horizontal coordinates were scaled from a topographic map and have
 BY1483.an estimated accuracy of +/- 6 seconds.
 BY1483
 BY1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1483.The vertical order pertains to the NGVD 29 superseded value.
 BY1483
 BY1483.The geoid height was determined by GEOID03.
 BY1483
 BY1483;                    North         East    Units  Estimated Accuracy
 BY1483;SPC TX C     - 3,192,830.    1,185,130.      MT  (+/- 180 meters Scaled)
 BY1483
 BY1483                          SUPERSEDED SURVEY CONTROL
 BY1483
 BY1483  NGVD 29 (??/??/92)  111.467  (m)          365.70   (f) ADJ UNCH    2 0
 BY1483
 BY1483.Superseded values are not recommended for survey control.
 BY1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1483.See file dsdata.txt to determine how the superseded data were derived.
 BY1483
 BY1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ872656(NAD 83)
 BY1483_MARKER: DB = BENCH MARK DISK
 BY1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1483_STAMPING: R 896 1948
 BY1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1483+STABILITY: SURFACE MOTION
 BY1483
 BY1483  HISTORY     - Date     Condition        Report By
 BY1483  HISTORY     - 1948     MONUMENTED       CGS
 BY1483
 BY1483                          STATION DESCRIPTION
 BY1483
 BY1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1483'7.90 MI E FROM KENNARD.
 BY1483'4.25 MILES WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION WITH NATIONAL
 BY1483'FOREST SERVICE ROAD 25 AT KENNARD, THENCE 2.9 MILES SOUTH ALONG
 BY1483'NATIONAL FOREST SERVICE ROAD 14, THENCE 0.75 MILE EAST ALONG A TRAIL,
 BY1483'84.6 FEET EAST OF AN 18-INCH PINE TREE WITH A TRIANGULAR BLAZE, 11.9
 BY1483'FEET NORTH OF THE CENTER LINE OF THE TRAIL, 4.0 FEET SOUTHWEST OF A
 BY1483'12-INCH OAK TREE, 2.2 FEET NORTHWEST OF A REFERENCE POST, SET IN THE
 BY1483'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1619 ***********************************************************************
 BY1619  DESIGNATION -  R 897
 BY1619  PID         -  BY1619
 BY1619  STATE/COUNTY-  TX/HOUSTON
 BY1619  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1619
 BY1619                         *CURRENT SURVEY CONTROL
 BY1619  ___________________________________________________________________
 BY1619* NAD 83(1986)-  31 07 39.     (N)    095 26 13.     (W)     SCALED    
 BY1619* NAVD 88     -        87.705  (meters)     287.75   (feet)  ADJUSTED  
 BY1619  ___________________________________________________________________
 BY1619  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1619  DYNAMIC HT  -          87.594 (meters)     287.38  (feet)  COMP
 BY1619  MODELED GRAV-     979,376.6   (mgal)                       NAVD 88
 BY1619
 BY1619  VERT ORDER  -  FIRST     CLASS II
 BY1619
 BY1619.The horizontal coordinates were scaled from a topographic map and have
 BY1619.an estimated accuracy of +/- 6 seconds.
 BY1619
 BY1619.The orthometric height was determined by differential leveling
 BY1619.and adjusted by the National Geodetic Survey in June 1991..
 BY1619
 BY1619.The geoid height was determined by GEOID03.
 BY1619
 BY1619.The dynamic height is computed by dividing the NAVD 88
 BY1619.geopotential number by the normal gravity value computed on the
 BY1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1619.degrees latitude (g = 980.6199 gals.).
 BY1619
 BY1619.The modeled gravity was interpolated from observed gravity values.
 BY1619
 BY1619;                    North         East    Units  Estimated Accuracy
 BY1619;SPC TX C     - 3,172,220.    1,166,800.      MT  (+/- 180 meters Scaled)
 BY1619
 BY1619                          SUPERSEDED SURVEY CONTROL
 BY1619
 BY1619  NGVD 29 (??/??/92)   87.723  (m)          287.80   (f) ADJ UNCH    1 2
 BY1619
 BY1619.Superseded values are not recommended for survey control.
 BY1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1619.See file dsdata.txt to determine how the superseded data were derived.
 BY1619
 BY1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ676462(NAD 83)
 BY1619_MARKER: DB = BENCH MARK DISK
 BY1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1619_STAMPING: R 897 1948
 BY1619_PROJECTION: FLUSH
 BY1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1619+STABILITY: SURFACE MOTION
 BY1619
 BY1619  HISTORY     - Date     Condition        Report By
 BY1619  HISTORY     - 1948     MONUMENTED       CGS
 BY1619  HISTORY     - 1979     GOOD             NGS
 BY1619
 BY1619                          STATION DESCRIPTION
 BY1619
 BY1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1619'0.5 MI E FROM LOVELADY.
 BY1619'0.5 MILE EAST ALONG THE LOVELADY - HOLLY ROAD FROM THE MISSOURI
 BY1619'PACIFIC RAILROAD STATION AT LOVELADY, AT THE LOVELADY WATER WORKS,
 BY1619'101.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 54.9 FEET EAST OF
 BY1619'THE NORTHEAST CORNER OF THE WATER WORKS BUILDING, 23.3 FEET WEST OF
 BY1619'THE NORTHWEST CORNER OF A PIPE LINE STATION, 1.0 FOOT WEST OF THE
 BY1619'NORTHWEST CORNER OF A WOVEN WIRE FENCE SURROUNDING THE STATION, 1.5
 BY1619'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1619'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BY1619
 BY1619                          STATION RECOVERY (1979)
 BY1619
 BY1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1619'0.8 KM. (0.5 MI.) EAST ALONG FARM ROAD 1280 FROM THE JUNCTION OF STATE
 BY1619'HIGHWAY 19 IN LOVELADY, AT THE NORTHEAST CORNER OF A CHAIN LINK FENCE
 BY1619'WHICH SURROUNDS A GAS AND WATER PIPELINE PUMPING STATION OF THE
 BY1619'LOVELADY WATER WORKS, 30.8 M. (101 FT.) SOUTHEAST OF THE CENTERLINE OF
 BY1619'THE FARM ROAD, 16.7 M. (54.9 FT.) NORTHWEST OF THE NORTHWEST CORNER OF
 BY1619'THE WATER WORKS BUILDING, 0.3 M. (1.0 FT.) WEST OF THE CHAIN LINK
 BY1619'FENCE, 4.9 M. (16.0 FT.) SOUTH OF A DIRT ROAD LEADING EAST.
 BY1619'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BY1619'THE MARK IS 0.3 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0155 ***********************************************************************
 BZ0155  DESIGNATION -  R 898
 BZ0155  PID         -  BZ0155
 BZ0155  STATE/COUNTY-  TX/FREESTONE
 BZ0155  USGS QUAD   -  DEW (1982)
 BZ0155
 BZ0155                         *CURRENT SURVEY CONTROL
 BZ0155  ___________________________________________________________________
 BZ0155* NAD 83(1986)-  31 32 41.     (N)    096 14 01.     (W)     SCALED    
 BZ0155* NAVD 88     -       144.304  (meters)     473.44   (feet)  ADJUSTED  
 BZ0155  ___________________________________________________________________
 BZ0155  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BZ0155  DYNAMIC HT  -         144.130 (meters)     472.87  (feet)  COMP
 BZ0155  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 BZ0155
 BZ0155  VERT ORDER  -  SECOND    CLASS 0
 BZ0155
 BZ0155.The horizontal coordinates were scaled from a topographic map and have
 BZ0155.an estimated accuracy of +/- 6 seconds.
 BZ0155
 BZ0155.The orthometric height was determined by differential leveling
 BZ0155.and adjusted by the National Geodetic Survey in June 1991..
 BZ0155
 BZ0155.The geoid height was determined by GEOID03.
 BZ0155
 BZ0155.The dynamic height is computed by dividing the NAVD 88
 BZ0155.geopotential number by the normal gravity value computed on the
 BZ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0155.degrees latitude (g = 980.6199 gals.).
 BZ0155
 BZ0155.The modeled gravity was interpolated from observed gravity values.
 BZ0155
 BZ0155;                    North         East    Units  Estimated Accuracy
 BZ0155;SPC TX C     - 3,215,370.    1,089,180.      MT  (+/- 180 meters Scaled)
 BZ0155
 BZ0155                          SUPERSEDED SURVEY CONTROL
 BZ0155
 BZ0155  NGVD 29 (??/??/92)  144.296  (m)          473.41   (f) ADJ UNCH    2 0
 BZ0155
 BZ0155.Superseded values are not recommended for survey control.
 BZ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0155.See file dsdata.txt to determine how the superseded data were derived.
 BZ0155
 BZ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV626932(NAD 83)
 BZ0155_MARKER: DB = BENCH MARK DISK
 BZ0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0155_STAMPING: R 898 1948
 BZ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0155+STABILITY: SURFACE MOTION
 BZ0155
 BZ0155  HISTORY     - Date     Condition        Report By
 BZ0155  HISTORY     - 1948     MONUMENTED       CGS
 BZ0155  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0155
 BZ0155                          STATION DESCRIPTION
 BZ0155
 BZ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0155'1.2 MI E FROM FREESTONE.
 BZ0155'1.2 MILES EAST ALONG THE FREESTONE-BUFFALO DIRT ROAD FROM THE GRADE
 BZ0155'SCHOOL AT FREESTONE, 258.0 FEET WEST OF A TEXAS OIL COMPANY PIPE LINE
 BZ0155'MARKER, 42.4 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL FRAME
 BZ0155'HOUSE, 31.9 FEET NORTH OF AND ABOUT 2.0 FEET ABOVE THE CENTER OF THE
 BZ0155'ROAD, 20.0 FEET WEST OF A GATE POST, 3.4 FEET EAST OF A FENCE CORNER,
 BZ0155'1.0 FOOT SOUTH OF A WOVEN WIRE FENCE AND SET IN THE TOP OF A CONCRETE
 BZ0155'POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
 BZ0155
 BZ0155                          STATION RECOVERY (1965)
 BZ0155
 BZ0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0184 ***********************************************************************
 BZ0184  DESIGNATION -  R 899
 BZ0184  PID         -  BZ0184
 BZ0184  STATE/COUNTY-  TX/FREESTONE
 BZ0184  USGS QUAD   -  LANELY (1982)
 BZ0184
 BZ0184                         *CURRENT SURVEY CONTROL
 BZ0184  ___________________________________________________________________
 BZ0184* NAD 83(1986)-  31 35 56.     (N)    096 07 25.     (W)     SCALED    
 BZ0184* NAVD 88     -       140.958  (meters)     462.46   (feet)  ADJUSTED  
 BZ0184  ___________________________________________________________________
 BZ0184  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BZ0184  DYNAMIC HT  -         140.787 (meters)     461.90  (feet)  COMP
 BZ0184  MODELED GRAV-     979,425.5   (mgal)                       NAVD 88
 BZ0184
 BZ0184  VERT ORDER  -  SECOND    CLASS 0
 BZ0184
 BZ0184.The horizontal coordinates were scaled from a topographic map and have
 BZ0184.an estimated accuracy of +/- 6 seconds.
 BZ0184
 BZ0184.The orthometric height was determined by differential leveling
 BZ0184.and adjusted by the National Geodetic Survey in June 1991..
 BZ0184
 BZ0184.The geoid height was determined by GEOID03.
 BZ0184
 BZ0184.The dynamic height is computed by dividing the NAVD 88
 BZ0184.geopotential number by the normal gravity value computed on the
 BZ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0184.degrees latitude (g = 980.6199 gals.).
 BZ0184
 BZ0184.The modeled gravity was interpolated from observed gravity values.
 BZ0184
 BZ0184;                    North         East    Units  Estimated Accuracy
 BZ0184;SPC TX C     - 3,221,760.    1,099,390.      MT  (+/- 180 meters Scaled)
 BZ0184
 BZ0184                          SUPERSEDED SURVEY CONTROL
 BZ0184
 BZ0184  NGVD 29 (??/??/92)  140.944  (m)          462.41   (f) ADJ UNCH    2 0
 BZ0184
 BZ0184.Superseded values are not recommended for survey control.
 BZ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0184.See file dsdata.txt to determine how the superseded data were derived.
 BZ0184
 BZ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV729995(NAD 83)
 BZ0184_MARKER: DB = BENCH MARK DISK
 BZ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0184_STAMPING: R 899 1948
 BZ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0184+STABILITY: SURFACE MOTION
 BZ0184
 BZ0184  HISTORY     - Date     Condition        Report By
 BZ0184  HISTORY     - 1948     MONUMENTED       CGS
 BZ0184
 BZ0184                          STATION DESCRIPTION
 BZ0184
 BZ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0184'1.05 MI E FROM DEW.
 BZ0184'1.05 MILES EAST ALONG FARM ROAD NO.489 FROM THE METHODIST CHURCH AT
 BZ0184'DEW, 76.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 55.3 FEET
 BZ0184'SOUTHEAST OF A METAL TUBE CULVERT, 40.5 FEET SOUTH OF, AND ABOUT 2.0
 BZ0184'FEET BELOW THE CENTER OF THE HIGHWAY, 16.2 FEET WEST OF THE CENTER OF
 BZ0184'A GATE, 12.5 FEET SOUTHWEST OF A POWER POLE, 1.7 FEET EAST OF A
 BZ0184'WITNESS POST, 1.0 FOOT NORTH OF A WOVEN WIRE FENCE AND SET IN THE TOP
 BZ0184'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0296 ***********************************************************************
 FL0296  DESIGNATION -  R 9
 FL0296  PID         -  FL0296
 FL0296  STATE/COUNTY-  TX/GRAY
 FL0296  USGS QUAD   -  MC LEAN (1978)
 FL0296
 FL0296                         *CURRENT SURVEY CONTROL
 FL0296  ___________________________________________________________________
 FL0296* NAD 83(1986)-  35 12 15.     (N)    100 32 19.     (W)     SCALED    
 FL0296* NAVD 88     -       833.588  (meters)    2734.86   (feet)  ADJUSTED  
 FL0296  ___________________________________________________________________
 FL0296  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL0296  DYNAMIC HT  -         832.682 (meters)    2731.89  (feet)  COMP
 FL0296  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 FL0296
 FL0296  VERT ORDER  -  FIRST     CLASS II
 FL0296
 FL0296.The horizontal coordinates were scaled from a topographic map and have
 FL0296.an estimated accuracy of +/- 6 seconds.
 FL0296
 FL0296.The orthometric height was determined by differential leveling
 FL0296.and adjusted by the National Geodetic Survey in June 1991..
 FL0296
 FL0296.The geoid height was determined by GEOID03.
 FL0296
 FL0296.The dynamic height is computed by dividing the NAVD 88
 FL0296.geopotential number by the normal gravity value computed on the
 FL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0296.degrees latitude (g = 980.6199 gals.).
 FL0296
 FL0296.The modeled gravity was interpolated from observed gravity values.
 FL0296
 FL0296;                    North         East    Units  Estimated Accuracy
 FL0296;SPC TX N     - 1,134,010.      287,540.      MT  (+/- 180 meters Scaled)
 FL0296
 FL0296                          SUPERSEDED SURVEY CONTROL
 FL0296
 FL0296  NGVD 29 (??/??/92)  833.256  (m)         2733.77   (f) ADJ UNCH    1 2
 FL0296
 FL0296.Superseded values are not recommended for survey control.
 FL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0296.See file dsdata.txt to determine how the superseded data were derived.
 FL0296
 FL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD599967(NAD 83)
 FL0296_MARKER: P = PIPE CAP
 FL0296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0296_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL0296_STAMPING: ELEV 2733.758 FT R 9
 FL0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0296
 FL0296  HISTORY     - Date     Condition        Report By
 FL0296  HISTORY     - UNK      MONUMENTED       CGS
 FL0296  HISTORY     - 1953     GOOD             NGS
 FL0296
 FL0296                          STATION DESCRIPTION
 FL0296
 FL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0296'4.45 MI E FROM MCLEAN.
 FL0296'4.45 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0296'FROM THE STATION AT MCLEAN, 1.5 FEET WEST OF BENCH MARK S 378, 0.2
 FL0296'MILE EAST OF MILEPOST 683, AT THE GRAY AND WHEELER COUNTY LINE, 55.5
 FL0296'FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 41.3 FEET SOUTH OF
 FL0296'THE SOUTH RAIL, 19.2 FEET NORTHWEST OF A FENCE CORNER, 8.6 FEET NORTH
 FL0296'OF A FENCE, 1.8 FEET SOUTHWEST OF A WITNESS POST, SCREWED ON THE TOP
 FL0296'OF A 3 1/2 INCH IRON PIPE WHICH IS 0.5 FOOT BELOW THE TOP OF THE
 FL0296'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1864 ***********************************************************************
 BK1864  DESIGNATION -  R 90
 BK1864  PID         -  BK1864
 BK1864  STATE/COUNTY-  TX/JASPER
 BK1864  USGS QUAD   -  KIRBYVILLE (1984)
 BK1864
 BK1864                         *CURRENT SURVEY CONTROL
 BK1864  ___________________________________________________________________
 BK1864* NAD 83(1986)-  30 43 10.     (N)    093 52 55.     (W)     SCALED    
 BK1864* NAVD 88     -        46.15   (+/-2cm)     151.4    (feet)  VERTCON   
 BK1864  ___________________________________________________________________
 BK1864  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BK1864
 BK1864  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1864
 BK1864.The horizontal coordinates were scaled from a topographic map and have
 BK1864.an estimated accuracy of +/- 6 seconds.
 BK1864
 BK1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1864.The vertical order pertains to the NGVD 29 superseded value.
 BK1864
 BK1864.The geoid height was determined by GEOID03.
 BK1864
 BK1864;                    North         East    Units  Estimated Accuracy
 BK1864;SPC TX C     - 3,134,620.    1,317,520.      MT  (+/- 180 meters Scaled)
 BK1864
 BK1864                          SUPERSEDED SURVEY CONTROL
 BK1864
 BK1864  NGVD 29 (??/??/??)   46.137  (m)          151.37   (f) ADJUSTED    1 2
 BK1864
 BK1864.Superseded values are not recommended for survey control.
 BK1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1864.See file dsdata.txt to determine how the superseded data were derived.
 BK1864
 BK1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP155988(NAD 83)
 BK1864_MARKER: DB = BENCH MARK DISK
 BK1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1864_STAMPING: R 90 1932
 BK1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1864+STABILITY: SURFACE MOTION
 BK1864
 BK1864  HISTORY     - Date     Condition        Report By
 BK1864  HISTORY     - 1932     MONUMENTED       CGS
 BK1864  HISTORY     - 1934     GOOD             CGS
 BK1864  HISTORY     - 1978     POOR             USGS
 BK1864
 BK1864                          STATION DESCRIPTION
 BK1864
 BK1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1864'4.2 MI N FROM KIRBYVILLE.
 BK1864'4.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1864'STATION AT KIRBYVILLE, JASPER COUNTY, 10-1/2 POLES SOUTH OF MILE POLE
 BK1864'57, 45 FEET EAST OF THE TRACK, 40 FEET NORTH OF THE GATE AT THE
 BK1864'CROSSING OF A PRIVATE ROAD, 25 FEET NORTH OF A POLE, AND 5 FEET WEST
 BK1864'OF A FENCE LINE.  A STANDARD DISK, STAMPED R 90 1932 AND SET IN THE
 BK1864'TOP OF A CONCRETE POST.
 BK1864
 BK1864                          STATION RECOVERY (1934)
 BK1864
 BK1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1864'RECOVERED IN GOOD CONDITION.
 BK1864
 BK1864                          STATION RECOVERY (1978)
 BK1864
 BK1864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1864'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0035 ***********************************************************************
 BM0035  DESIGNATION -  R 900
 BM0035  PID         -  BM0035
 BM0035  STATE/COUNTY-  TX/BRAZOS
 BM0035  USGS QUAD   -  BRYAN WEST (1980)
 BM0035
 BM0035                         *CURRENT SURVEY CONTROL
 BM0035  ___________________________________________________________________
 BM0035* NAD 83(1986)-  30 39 16.     (N)    096 22 31.     (W)     SCALED    
 BM0035* NAVD 88     -       107.20   (+/-2cm)     351.7    (feet)  VERTCON   
 BM0035  ___________________________________________________________________
 BM0035  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BM0035
 BM0035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0035
 BM0035.The horizontal coordinates were scaled from a topographic map and have
 BM0035.an estimated accuracy of +/- 6 seconds.
 BM0035
 BM0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0035.The vertical order pertains to the NGVD 29 superseded value.
 BM0035
 BM0035.The geoid height was determined by GEOID03.
 BM0035
 BM0035;                    North         East    Units  Estimated Accuracy
 BM0035;SPC TX C     - 3,116,250.    1,079,250.      MT  (+/- 180 meters Scaled)
 BM0035
 BM0035                          SUPERSEDED SURVEY CONTROL
 BM0035
 BM0035  NGVD 29 (??/??/92)  107.164  (m)          351.59   (f) ADJ UNCH    2 0
 BM0035
 BM0035.Superseded values are not recommended for survey control.
 BM0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0035.See file dsdata.txt to determine how the superseded data were derived.
 BM0035
 BM0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU515942(NAD 83)
 BM0035_MARKER: DB = BENCH MARK DISK
 BM0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0035_SP_SET: DRILL HOLE
 BM0035_STAMPING: R-900 1944
 BM0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0035
 BM0035  HISTORY     - Date     Condition        Report By
 BM0035  HISTORY     - 1944     MONUMENTED       CGS
 BM0035  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0035
 BM0035                          STATION DESCRIPTION
 BM0035
 BM0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0035'1.3 MI S FROM BRYAN.
 BM0035'ABOUT 1.3 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0035'STATION AT BRYAN, BRAZOS COUNTY, IN THE CONCRETE BASE OF A SIGNAL
 BM0035'TOWER NUMBER 984, WHICH IS AT THE SOUTH END OF A LONG SIDEING, A
 BM0035'STANDARD BRONZE DISK STAMPED R-900 1944 AND SET IN A DRILL HOLE.
 BM0035
 BM0035                          STATION RECOVERY (1994)
 BM0035
 BM0035'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0492 ***********************************************************************
 CR0492  DESIGNATION -  R 901
 CR0492  PID         -  CR0492
 CR0492  STATE/COUNTY-  TX/SMITH
 CR0492  USGS QUAD   -  CHANDLER (1973)
 CR0492
 CR0492                         *CURRENT SURVEY CONTROL
 CR0492  ___________________________________________________________________
 CR0492* NAD 83(1986)-  32 20 36.     (N)    095 23 04.     (W)     SCALED    
 CR0492* NAVD 88     -       142.140  (meters)     466.34   (feet)  ADJUSTED  
 CR0492  ___________________________________________________________________
 CR0492  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR0492  DYNAMIC HT  -         141.973 (meters)     465.79  (feet)  COMP
 CR0492  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 CR0492
 CR0492  VERT ORDER  -  SECOND    CLASS 0
 CR0492
 CR0492.The horizontal coordinates were scaled from a topographic map and have
 CR0492.an estimated accuracy of +/- 6 seconds.
 CR0492
 CR0492.The orthometric height was determined by differential leveling
 CR0492.and adjusted by the National Geodetic Survey in June 1991..
 CR0492
 CR0492.The geoid height was determined by GEOID03.
 CR0492
 CR0492.The dynamic height is computed by dividing the NAVD 88
 CR0492.geopotential number by the normal gravity value computed on the
 CR0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0492.degrees latitude (g = 980.6199 gals.).
 CR0492
 CR0492.The modeled gravity was interpolated from observed gravity values.
 CR0492
 CR0492;                    North         East    Units  Estimated Accuracy
 CR0492;SPC TXNC     - 2,079,390.      893,240.      MT  (+/- 180 meters Scaled)
 CR0492
 CR0492                          SUPERSEDED SURVEY CONTROL
 CR0492
 CR0492  NGVD 29 (??/??/92)  142.165  (m)          466.42   (f) ADJ UNCH    2 0
 CR0492
 CR0492.Superseded values are not recommended for survey control.
 CR0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0492.See file dsdata.txt to determine how the superseded data were derived.
 CR0492
 CR0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR755809(NAD 83)
 CR0492_MARKER: DB = BENCH MARK DISK
 CR0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0492_SP_SET: CULVERT
 CR0492_STAMPING: R 901 1945
 CR0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0492+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 CR0492
 CR0492  HISTORY     - Date     Condition        Report By
 CR0492  HISTORY     - 1945     MONUMENTED       CGS
 CR0492  HISTORY     - 1969     GOOD             LOCENG
 CR0492  HISTORY     - 19960420 GOOD             USPSQD
 CR0492  HISTORY     - 20040609 GOOD             USPSQD
 CR0492
 CR0492                          STATION DESCRIPTION
 CR0492
 CR0492'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 CR0492'3.2 MI SW FROM TYLER.
 CR0492'ABOUT 3.2 MILES SW ALONG STATE HIGHWAY 31 FROM ITS JUNCTION WITH STATE
 CR0492'HIGHWAY 64 AT THE WEST EDGE OF TYLER, THENCE NORTH WITH GREENBRIAR
 CR0492'ROAD 0.4 MI TO Y.  THENCE WEST WITH ASPHALT ROAD 0.4 MI TO Y. THENCE
 CR0492'WITH NORTHERLY FORK TO SITE OF MARK.  B.M. IS AT TOP OF THE EAST END
 CR0492'OF THE NE HEADWALL OR A 15X5 CONC. CULVERT.  AN IRON DISK STAMPED R901
 CR0492'1945 SET IN DRILL HOLE IN HEADWALL.
 CR0492
 CR0492                          STATION RECOVERY (1996)
 CR0492
 CR0492'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0492'RECOVERED IN GOOD CONDITION.
 CR0492
 CR0492                          STATION RECOVERY (2004)
 CR0492
 CR0492'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0310 ***********************************************************************
 DN0310  DESIGNATION -  R 902
 DN0310  PID         -  DN0310
 DN0310  STATE/COUNTY-  TX/GRAYSON
 DN0310  USGS QUAD   -  MARILEE (1961)
 DN0310
 DN0310                         *CURRENT SURVEY CONTROL
 DN0310  ___________________________________________________________________
 DN0310* NAD 83(1986)-  33 29 29.     (N)    096 45 45.     (W)     SCALED    
 DN0310* NAVD 88     -       220.991  (meters)     725.03   (feet)  ADJUSTED  
 DN0310  ___________________________________________________________________
 DN0310  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 DN0310  DYNAMIC HT  -         220.759 (meters)     724.27  (feet)  COMP
 DN0310  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 DN0310
 DN0310  VERT ORDER  -  SECOND    CLASS 0
 DN0310
 DN0310.The horizontal coordinates were scaled from a topographic map and have
 DN0310.an estimated accuracy of +/- 6 seconds.
 DN0310
 DN0310.The orthometric height was determined by differential leveling
 DN0310.and adjusted by the National Geodetic Survey in June 1991..
 DN0310
 DN0310.The geoid height was determined by GEOID03.
 DN0310
 DN0310.The dynamic height is computed by dividing the NAVD 88
 DN0310.geopotential number by the normal gravity value computed on the
 DN0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0310.degrees latitude (g = 980.6199 gals.).
 DN0310
 DN0310.The modeled gravity was interpolated from observed gravity values.
 DN0310
 DN0310;                    North         East    Units  Estimated Accuracy
 DN0310;SPC TXNC     - 2,203,680.      761,450.      MT  (+/- 180 meters Scaled)
 DN0310
 DN0310                          SUPERSEDED SURVEY CONTROL
 DN0310
 DN0310  NGVD 29 (??/??/92)  220.987  (m)          725.02   (f) ADJ UNCH    2 0
 DN0310
 DN0310.Superseded values are not recommended for survey control.
 DN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0310.See file dsdata.txt to determine how the superseded data were derived.
 DN0310
 DN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC078080(NAD 83)
 DN0310_MARKER: DB = BENCH MARK DISK
 DN0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0310_STAMPING: R 902 1945
 DN0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0310+STABILITY: SURFACE MOTION
 DN0310
 DN0310  HISTORY     - Date     Condition        Report By
 DN0310  HISTORY     - 1945     MONUMENTED       CGS
 DN0310  HISTORY     - 1952     GOOD             NGS
 DN0310  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0310
 DN0310                          STATION DESCRIPTION
 DN0310
 DN0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0310'6.5 MI NW FROM GUNTER.
 DN0310'3.7 MILES NORTH ALONG STATE HIGHWAY 289 FROM THE HIGH SCHOOL AT
 DN0310'GUNTER, THENCE 2.8 MILES WEST ALONG A GRADED DIRT ROAD, 0.3 MILE WEST
 DN0310'OF A FARMHOUSE, AT THE SOUTHWEST CORNER OF A FIELD, 20 FEET NORTH OF
 DN0310'THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A FENCE CORNER, 1
 DN0310'FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0310'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DN0310
 DN0310                          STATION RECOVERY (1999)
 DN0310
 DN0310'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0049 ***********************************************************************
 CV0049  DESIGNATION -  R 903
 CV0049  PID         -  CV0049
 CV0049  STATE/COUNTY-  TX/MIDLAND
 CV0049  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0049
 CV0049                         *CURRENT SURVEY CONTROL
 CV0049  ___________________________________________________________________
 CV0049* NAD 83(1986)-  32 02 05.     (N)    102 05 37.     (W)     SCALED    
 CV0049* NAVD 88     -       850.110  (meters)    2789.07   (feet)  ADJUSTED  
 CV0049  ___________________________________________________________________
 CV0049  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CV0049  DYNAMIC HT  -         848.914 (meters)    2785.15  (feet)  COMP
 CV0049  MODELED GRAV-     979,204.0   (mgal)                       NAVD 88
 CV0049
 CV0049  VERT ORDER  -  FIRST     CLASS II
 CV0049
 CV0049.This mark is at Midland Airpark (MDD)  (MDD)
 CV0049
 CV0049.The horizontal coordinates were scaled from a topographic map and have
 CV0049.an estimated accuracy of +/- 6 seconds.
 CV0049
 CV0049.The orthometric height was determined by differential leveling
 CV0049.and adjusted by the National Geodetic Survey in June 1991..
 CV0049
 CV0049.The geoid height was determined by GEOID03.
 CV0049
 CV0049.The dynamic height is computed by dividing the NAVD 88
 CV0049.geopotential number by the normal gravity value computed on the
 CV0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0049.degrees latitude (g = 980.6199 gals.).
 CV0049
 CV0049.The modeled gravity was interpolated from observed gravity values.
 CV0049
 CV0049;                    North         East    Units  Estimated Accuracy
 CV0049;SPC TX C     - 3,263,840.      533,730.      MT  (+/- 180 meters Scaled)
 CV0049
 CV0049                          SUPERSEDED SURVEY CONTROL
 CV0049
 CV0049  NGVD 29 (??/??/92)  849.735  (m)         2787.84   (f) ADJ UNCH    1 2
 CV0049
 CV0049.Superseded values are not recommended for survey control.
 CV0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0049.See file dsdata.txt to determine how the superseded data were derived.
 CV0049
 CV0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR744479(NAD 83)
 CV0049_MARKER: DB = BENCH MARK DISK
 CV0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0049_SP_SET: CULVERT
 CV0049_STAMPING: R 903 1945
 CV0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0049
 CV0049  HISTORY     - Date     Condition        Report By
 CV0049  HISTORY     - 1945     MONUMENTED       CGS
 CV0049  HISTORY     - 1956     GOOD             NGS
 CV0049  HISTORY     - 1958     GOOD             NGS
 CV0049
 CV0049                          STATION DESCRIPTION
 CV0049
 CV0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CV0049'3.1 MI N FROM MIDLAND.
 CV0049'1 BLOCK WEST ALONG WEST WALL AVENUE FROM THE COURTHOUSE AT MIDLAND,
 CV0049'THENCE 2.5 MILES NORTH ALONG NORTH BIG SPRING STREET, THENCE 0.6 MILE
 CV0049'SOUTHWEST ALONG AN OILED ROAD, AT THE EAST ENTRANCE TO THE MIDLAND
 CV0049'AIRPARK, 54 FEET EAST OF A FENCE, 43.5 FEET NORTH OF A POWER POLE, 45
 CV0049'FEET EAST OF THE CENTER LINE OF AN OILED ROAD LEADING SOUTH, 0.25 MILE
 CV0049'EAST OF A BEACON TOWER, SET IN THE TOP OF THE CENTER OF THE SOUTH
 CV0049'HEADWALL OF A CONCRETE CULVERT.
 CV0049
 CV0049                          STATION RECOVERY (1958)
 CV0049
 CV0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CV0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0295 ***********************************************************************
 CC0295  SACS        -  This is a Secondary Airport Control Station.
 CC0295  DESIGNATION -  R 904
 CC0295  PID         -  CC0295
 CC0295  STATE/COUNTY-  TX/WINKLER
 CC0295  USGS QUAD   -  WINK NORTH (1970)
 CC0295
 CC0295                         *CURRENT SURVEY CONTROL
 CC0295  ___________________________________________________________________
 CC0295* NAD 83(1993)-  31 46 26.20350(N)    103 12 12.28566(W)     ADJUSTED  
 CC0295* NAVD 88     -       856.105  (meters)    2808.74   (feet)  ADJUSTED  
 CC0295  ___________________________________________________________________
 CC0295  X           -  -1,239,804.747 (meters)                     COMP
 CC0295  Y           -  -5,284,518.682 (meters)                     COMP
 CC0295  Z           -   3,339,586.118 (meters)                     COMP
 CC0295  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 CC0295  ELLIP HEIGHT-         831.85  (meters)          (01/14/01) GPS OBS
 CC0295  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CC0295  DYNAMIC HT  -         854.884 (meters)    2804.73  (feet)  COMP
 CC0295  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 CC0295
 CC0295  HORZ ORDER  -  FIRST
 CC0295  VERT ORDER  -  SECOND    CLASS 0
 CC0295  ELLP ORDER  -  FOURTH    CLASS II
 CC0295
 CC0295.This mark is at Winkler Co (INK) Airport (INK)
 CC0295
 CC0295.The horizontal coordinates were established by GPS observations
 CC0295.and adjusted by the National Geodetic Survey in July 1997..
 CC0295
 CC0295.The orthometric height was determined by differential leveling
 CC0295.and adjusted by the National Geodetic Survey in June 1991..
 CC0295
 CC0295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0295
 CC0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0295
 CC0295.The ellipsoidal height was determined by GPS observations
 CC0295.and is referenced to NAD 83.
 CC0295
 CC0295.The geoid height was determined by GEOID03.
 CC0295
 CC0295.The dynamic height is computed by dividing the NAVD 88
 CC0295.geopotential number by the normal gravity value computed on the
 CC0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0295.degrees latitude (g = 980.6199 gals.).
 CC0295
 CC0295.The modeled gravity was interpolated from observed gravity values.
 CC0295
 CC0295;                    North         East     Units Scale Factor Converg.
 CC0295;SPC TX C     - 3,237,117.971   428,171.563   MT  0.99997245   -1 28 41.7
 CC0295;SPC TX C     -10,620,444.54  1,404,759.54   sFT  0.99997245   -1 28 41.7
 CC0295;UTM  13      - 3,516,784.470   670,124.812   MT  0.99995696   +0 56 46.5
 CC0295
 CC0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0295!SPC TX C     -   0.99986940  x   0.99997245  =   0.99984185
 CC0295!UTM  13      -   0.99986940  x   0.99995696  =   0.99982636
 CC0295
 CC0295                          SUPERSEDED SURVEY CONTROL
 CC0295
 CC0295  ELLIP H (07/07/97)  831.84   (m)                       GP(       ) 4 2
 CC0295  NAVD 88 (07/07/97)  856.11   (m)         2808.8    (f) LEVELING    3  
 CC0295  NGVD 29 (??/??/92)  855.718  (m)         2807.47   (f) ADJ UNCH    2 0
 CC0295
 CC0295.Superseded values are not recommended for survey control.
 CC0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0295.See file dsdata.txt to determine how the superseded data were derived.
 CC0295
 CC0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR7012516784(NAD 83)
 CC0295_MARKER: DB = BENCH MARK DISK
 CC0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0295_STAMPING: R 904 1945
 CC0295_MARK LOGO: CGS   
 CC0295_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0295+STABILITY: SURFACE MOTION
 CC0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0295+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1996
 CC0295
 CC0295  HISTORY     - Date     Condition        Report By
 CC0295  HISTORY     - 1945     MONUMENTED       CGS
 CC0295  HISTORY     - 1968     GOOD             NGS
 CC0295  HISTORY     - 19961101 GOOD             NGS
 CC0295
 CC0295                          STATION DESCRIPTION
 CC0295
 CC0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CC0295'4.2 MI NW FROM WINK.
 CC0295'ABOUT 3.2 MILES NORTHWEST ALONG THE AIRPORT ROAD FROM THE JUNCTION OF
 CC0295'FM HIGHWAY 1232 AND STATE HIGHWAY 115 AT WINK TO THE WINK FAA STATION,
 CC0295'THENCE 1.1 MILES SOUTHERLY ALONG THE TAXI WAY AND ACROSS COUNTRY TO
 CC0295'THE ABANDONED AIRPORT BUILDINGS AND SITE OF BENCH MARK, 86.5 FEET WEST
 CC0295'OF THE SOUTHWEST CORNER OF THE OLD COMMUNICATIONS BUILDING, AND 79
 CC0295'FEET EAST OF THE CENTER OF AN OILED ROAD.  A COAST AND GEODETIC SURVEY
 CC0295'BENCH MARK DISK SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS
 CC0295'ABOUT 3 INCHES ABOVE THE SURFACE OF GROUND.
 CC0295
 CC0295                          STATION RECOVERY (1996)
 CC0295
 CC0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 CC0295'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF WINK, ON THE
 CC0295'WINKLER COUNTY AIRPORT, NORTHWEST OF THE NORTHWEST LEG OF THE BEACON
 CC0295'TOWER.  OWNERSHIP--WINKLER COUNTY, WINKLER COUNTY COURTHOUSE, KERMIT,
 CC0295'TX 79745.  THE AIRPORT MANAGER IS CHARLIE COOPER, PHONE 915-527-3410.
 CC0295'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 115 AND FARM
 CC0295'ROAD 1232 NEAR THE SOUTH EDGE OF WINK, GO NORTHWEST OF FARM ROAD 1232
 CC0295'FOR 5.3 KM (3.30 MI) TO THE AIRPORT ROAD ON THE LEFT, TURN WEST THEN
 CC0295'SOUTH, GO 0.29 KM (0.20 MI) TO THE OFFICE ON THE RIGHT, CONTINUE AHEAD
 CC0295'30 METERS (98.4 FT) TO A ROAD BETWEEN 2 HANGARS ON THE RIGHT, TURN,
 CC0295'WEST, GO 0.09 KM (0.05 MI) ACROSS THE APRON TO A TAXI, TURN LEFT,
 CC0295'SOUTH, AND GO 1.24 KM (0.75 MI) ALONG THE EAST SIDE OF THE TAXI AND
 CC0295'THEN TRACK ROAD PAST THE END OF RUNWAY 31 TO AN ABANDONED TAXI, TURN
 CC0295'RIGHT, NORTHWEST, AND GO 0.42 KM (0.25 MI) ALONG THE TAXI TO A TRACK
 CC0295'ROAD ON THE LEFT, TURN, WEST, AND FOLLOW THE TRACK ROAD TO JUST BEYOND
 CC0295'THE BEACON TOWER AND THE STATION ON THE LEFT.  THE STATION IS 21.8 M
 CC0295'(71.5 FT) EAST OF THE CENTER OF AN ABANDONED TAXI, 20.0 M (65.6 FT)
 CC0295'NORTHWEST OF THE NORTHWEST LEG OF THE BEACON TOWER, 11.5 M (37.7 FT)
 CC0295'SOUTH OF THE TRACK ROAD, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND
 CC0295'THE MONUMENT PROJECTS 15 CM ABOVE THE GROUND SURFACE.  THIS IS A
 CC0295'SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2069 ***********************************************************************
 CS2069  DESIGNATION -  R 906
 CS2069  PID         -  CS2069
 CS2069  STATE/COUNTY-  TX/ELLIS
 CS2069  USGS QUAD   -  MAYPEARL (1978)
 CS2069
 CS2069                         *CURRENT SURVEY CONTROL
 CS2069  ___________________________________________________________________
 CS2069* NAD 83(1986)-  32 19 40.     (N)    097 00 48.     (W)     SCALED    
 CS2069* NAVD 88     -       184.021  (meters)     603.74   (feet)  ADJUSTED  
 CS2069  ___________________________________________________________________
 CS2069  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CS2069  DYNAMIC HT  -         183.802 (meters)     603.02  (feet)  COMP
 CS2069  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 CS2069
 CS2069  VERT ORDER  -  SECOND    CLASS 0
 CS2069
 CS2069.The horizontal coordinates were scaled from a topographic map and have
 CS2069.an estimated accuracy of +/- 6 seconds.
 CS2069
 CS2069.The orthometric height was determined by differential leveling
 CS2069.and adjusted by the National Geodetic Survey in June 1991..
 CS2069
 CS2069.The geoid height was determined by GEOID03.
 CS2069
 CS2069.The dynamic height is computed by dividing the NAVD 88
 CS2069.geopotential number by the normal gravity value computed on the
 CS2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2069.degrees latitude (g = 980.6199 gals.).
 CS2069
 CS2069.The modeled gravity was interpolated from observed gravity values.
 CS2069
 CS2069;                    North         East    Units  Estimated Accuracy
 CS2069;SPC TXNC     - 2,074,300.      739,970.      MT  (+/- 180 meters Scaled)
 CS2069
 CS2069                          SUPERSEDED SURVEY CONTROL
 CS2069
 CS2069  NGVD 29 (??/??/92)  183.999  (m)          603.67   (f) ADJ UNCH    2 0
 CS2069
 CS2069.Superseded values are not recommended for survey control.
 CS2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2069.See file dsdata.txt to determine how the superseded data were derived.
 CS2069
 CS2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA869785(NAD 83)
 CS2069_MARKER: DB = BENCH MARK DISK
 CS2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2069_STAMPING: R 906 1946
 CS2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2069+STABILITY: SURFACE MOTION
 CS2069
 CS2069  HISTORY     - Date     Condition        Report By
 CS2069  HISTORY     - 1946     MONUMENTED       CGS
 CS2069
 CS2069                          STATION DESCRIPTION
 CS2069
 CS2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2069'1.8 MI NE FROM MAY PEARL.
 CS2069'TO REACH MARK FROM THE RAILROAD DEPOT IN MAY PEARL GO NORTHEAST ALONG
 CS2069'THE WAXAHACHIE-MAY PEARL ROAD FOR 1.8 MILES TO SITE OF THE MARK. MARK
 CS2069'IS 18 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTHWEST
 CS2069'OF A FENCE CORNER.  IT IS A DISK IN A CONCRETE POST WHICH PROJECTS
 CS2069'ABOUT 3 INCHES.  A 4X4 INCH WHITE WITNESS POST WAS SET NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2100 ***********************************************************************
 CS2100  DESIGNATION -  R 907
 CS2100  PID         -  CS2100
 CS2100  STATE/COUNTY-  TX/ELLIS
 CS2100  USGS QUAD   -  MAYPEARL (1978)
 CS2100
 CS2100                         *CURRENT SURVEY CONTROL
 CS2100  ___________________________________________________________________
 CS2100* NAD 83(1986)-  32 20 02.     (N)    097 01 38.     (W)     SCALED    
 CS2100* NAVD 88     -       175.625  (meters)     576.20   (feet)  ADJUSTED  
 CS2100  ___________________________________________________________________
 CS2100  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CS2100  DYNAMIC HT  -         175.415 (meters)     575.51  (feet)  COMP
 CS2100  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 CS2100
 CS2100  VERT ORDER  -  SECOND    CLASS 0
 CS2100
 CS2100.The horizontal coordinates were scaled from a topographic map and have
 CS2100.an estimated accuracy of +/- 6 seconds.
 CS2100
 CS2100.The orthometric height was determined by differential leveling
 CS2100.and adjusted by the National Geodetic Survey in June 1991..
 CS2100
 CS2100.The geoid height was determined by GEOID03.
 CS2100
 CS2100.The dynamic height is computed by dividing the NAVD 88
 CS2100.geopotential number by the normal gravity value computed on the
 CS2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2100.degrees latitude (g = 980.6199 gals.).
 CS2100
 CS2100.The modeled gravity was interpolated from observed gravity values.
 CS2100
 CS2100;                    North         East    Units  Estimated Accuracy
 CS2100;SPC TXNC     - 2,074,960.      738,650.      MT  (+/- 180 meters Scaled)
 CS2100
 CS2100                          SUPERSEDED SURVEY CONTROL
 CS2100
 CS2100  NGVD 29 (??/??/92)  175.605  (m)          576.13   (f) ADJ UNCH    2 0
 CS2100
 CS2100.Superseded values are not recommended for survey control.
 CS2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2100.See file dsdata.txt to determine how the superseded data were derived.
 CS2100
 CS2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA856791(NAD 83)
 CS2100_MARKER: DB = BENCH MARK DISK
 CS2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2100_STAMPING: R 907 1946
 CS2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2100+STABILITY: SURFACE MOTION
 CS2100
 CS2100  HISTORY     - Date     Condition        Report By
 CS2100  HISTORY     - 1946     MONUMENTED       CGS
 CS2100  HISTORY     - 1956     MARK NOT FOUND   NGS
 CS2100
 CS2100                          STATION DESCRIPTION
 CS2100
 CS2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2100'2.2 MI NW FROM MAY PEARL.
 CS2100'BENCH MARK IS LOCATED ABOUT 2.2 MILES NORTHWEST OF MAY PEARL ALONG THE
 CS2100'MAIN TRAVELED ROAD BETWEEN VENUS AND MAY PEARL, 18 FEET WEST OF THE
 CS2100'CENTER OF THE ROAD, 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CS2100'HOUSE, 2 FEET SOUTH OF A 4X4 INCH WHITE WITNESS POST.  IT IS A DISK IN
 CS2100'A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS2100
 CS2100                          STATION RECOVERY (1956)
 CS2100
 CS2100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS2100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0714 ***********************************************************************
 AY0714  DESIGNATION -  R 908
 AY0714  PID         -  AY0714
 AY0714  STATE/COUNTY-  TX/BEXAR
 AY0714  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0714
 AY0714                         *CURRENT SURVEY CONTROL
 AY0714  ___________________________________________________________________
 AY0714* NAD 83(1986)-  29 29 19.     (N)    098 30 27.     (W)     SCALED    
 AY0714* NAVD 88     -       228.732  (meters)     750.43   (feet)  POSTED    
 AY0714  ___________________________________________________________________
 AY0714  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0714  DYNAMIC HT  -         228.400 (meters)     749.34  (feet)  COMP
 AY0714  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 AY0714
 AY0714  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0714
 AY0714.The horizontal coordinates were scaled from a topographic map and have
 AY0714.an estimated accuracy of +/- 6 seconds.
 AY0714
 AY0714.The orthometric height was determined by differential leveling
 AY0714.and adjusted by the National Geodetic Survey in 1992..
 AY0714.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0714.rate of 1.1 thru 2.0 mm/km.
 AY0714
 AY0714.The geoid height was determined by GEOID03.
 AY0714
 AY0714.The dynamic height is computed by dividing the NAVD 88
 AY0714.geopotential number by the normal gravity value computed on the
 AY0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0714.degrees latitude (g = 980.6199 gals.).
 AY0714
 AY0714.The modeled gravity was interpolated from observed gravity values.
 AY0714
 AY0714;                    North         East    Units  Estimated Accuracy
 AY0714;SPC TXSC     - 4,183,550.      647,760.      MT  (+/- 180 meters Scaled)
 AY0714
 AY0714                          SUPERSEDED SURVEY CONTROL
 AY0714
 AY0714  NGVD 29 (??/??/92)  228.58   (m)          749.9    (f) COMPUTED    1 2
 AY0714
 AY0714.Superseded values are not recommended for survey control.
 AY0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0714.See file dsdata.txt to determine how the superseded data were derived.
 AY0714
 AY0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT477622(NAD 83)
 AY0714_MARKER: DB = BENCH MARK DISK
 AY0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0714_STAMPING: R 908 1944
 AY0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0714+STABILITY: SURFACE MOTION
 AY0714
 AY0714  HISTORY     - Date     Condition        Report By
 AY0714  HISTORY     - 1944     MONUMENTED       CGS
 AY0714  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 AY0714
 AY0714                          STATION DESCRIPTION
 AY0714
 AY0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AY0714'4.5 MI N FROM SAN ANTONIO.
 AY0714'ABOUT 4.5 MILES NORTH OF THE SAN ANTONIO POST OFFICE, IN THE NORTHEAST
 AY0714'ANGLE OF THE INTERSECTION OF BASSE AND BLANCO ROADS, 21 FEET NORTH OF
 AY0714'THE CENTER LINE OF BASSE ROAD AND 48 FEET EAST OF THE CENTER LINE OF
 AY0714'BLANCO ROAD.  IT IS IN AN EAST-WEST FENCE LINE AND IS 3 FEET WEST OF A
 AY0714'WHITE REFERENCE POST.
 AY0714
 AY0714                          STATION RECOVERY (1950)
 AY0714
 AY0714'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 AY0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0007 ***********************************************************************
 AJ0007  DESIGNATION -  R 909
 AJ0007  PID         -  AJ0007
 AJ0007  STATE/COUNTY-  TX/JIM WELLS
 AJ0007  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0007
 AJ0007                         *CURRENT SURVEY CONTROL
 AJ0007  ___________________________________________________________________
 AJ0007* NAD 83(1986)-  27 44 23.     (N)    098 01 49.     (W)     SCALED    
 AJ0007* NAVD 88     -        52.936  (meters)     173.67   (feet)  ADJUSTED  
 AJ0007  ___________________________________________________________________
 AJ0007  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AJ0007  DYNAMIC HT  -          52.854 (meters)     173.41  (feet)  COMP
 AJ0007  MODELED GRAV-     979,097.1   (mgal)                       NAVD 88
 AJ0007
 AJ0007  VERT ORDER  -  FIRST     CLASS II
 AJ0007
 AJ0007.This mark is at Alice Intl (ALI) Airport (ALI)
 AJ0007
 AJ0007.The horizontal coordinates were scaled from a topographic map and have
 AJ0007.an estimated accuracy of +/- 6 seconds.
 AJ0007
 AJ0007.The orthometric height was determined by differential leveling
 AJ0007.and adjusted by the National Geodetic Survey in June 1991..
 AJ0007
 AJ0007.The geoid height was determined by GEOID03.
 AJ0007
 AJ0007.The dynamic height is computed by dividing the NAVD 88
 AJ0007.geopotential number by the normal gravity value computed on the
 AJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0007.degrees latitude (g = 980.6199 gals.).
 AJ0007
 AJ0007.The modeled gravity was interpolated from observed gravity values.
 AJ0007
 AJ0007;                    North         East    Units  Estimated Accuracy
 AJ0007;SPC TX S     - 5,229,770.      346,310.      MT  (+/- 180 meters Scaled)
 AJ0007
 AJ0007                          SUPERSEDED SURVEY CONTROL
 AJ0007
 AJ0007  NGVD 29 (??/??/92)   53.019  (m)          173.95   (f) ADJ UNCH    1 2
 AJ0007
 AJ0007.Superseded values are not recommended for survey control.
 AJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0007.See file dsdata.txt to determine how the superseded data were derived.
 AJ0007
 AJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR955687(NAD 83)
 AJ0007_MARKER: DB = BENCH MARK DISK
 AJ0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0007_SP_SET: SIDEWALK
 AJ0007_STAMPING: R 909 1944
 AJ0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0007
 AJ0007  HISTORY     - Date     Condition        Report By
 AJ0007  HISTORY     - 1944     MONUMENTED       CGS
 AJ0007  HISTORY     - 1950     GOOD             NGS
 AJ0007  HISTORY     - 1990     GOOD             USPSQD
 AJ0007
 AJ0007                          STATION DESCRIPTION
 AJ0007
 AJ0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AJ0007'3.5 MI SE FROM ALICE.
 AJ0007'1.8 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0007'ALICE, THENCE 1.7 MILES SOUTHEAST ALONG AN OILED ROAD, AT THE ALICE
 AJ0007'AIRPORT, 7.3 FEET EAST OF THE NORTHEAST CORNER OF THE COMMUNICATIONS
 AJ0007'BUILDING, SET IN THE TOP OF THE NORTH END OF A SIDEWALK WHICH IS ABOUT
 AJ0007'0.2 FOOT BELOW THE TOP OF THE GROUND.
 AJ0007
 AJ0007                          STATION RECOVERY (1990)
 AJ0007
 AJ0007'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2148 ***********************************************************************
 BX2148  DESIGNATION -  R 91
 BX2148  PID         -  BX2148
 BX2148  STATE/COUNTY-  TX/SABINE
 BX2148  USGS QUAD   -  PINELAND NORTH (1984)
 BX2148
 BX2148                         *CURRENT SURVEY CONTROL
 BX2148  ___________________________________________________________________
 BX2148* NAD 83(1986)-  31 17 40.     (N)    093 59 21.     (W)     SCALED    
 BX2148* NAVD 88     -        87.98   (+/-2cm)     288.6    (feet)  VERTCON   
 BX2148  ___________________________________________________________________
 BX2148  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BX2148
 BX2148  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2148
 BX2148.The horizontal coordinates were scaled from a topographic map and have
 BX2148.an estimated accuracy of +/- 6 seconds.
 BX2148
 BX2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2148.The vertical order pertains to the NGVD 29 superseded value.
 BX2148
 BX2148.The geoid height was determined by GEOID03.
 BX2148
 BX2148;                    North         East    Units  Estimated Accuracy
 BX2148;SPC TX C     - 3,197,670.    1,303,630.      MT  (+/- 180 meters Scaled)
 BX2148
 BX2148                          SUPERSEDED SURVEY CONTROL
 BX2148
 BX2148  NGVD 29 (??/??/??)   88.001  (m)          288.72   (f) ADJUSTED    1 2
 BX2148
 BX2148.Superseded values are not recommended for survey control.
 BX2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2148.See file dsdata.txt to determine how the superseded data were derived.
 BX2148
 BX2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ058626(NAD 83)
 BX2148_MARKER: DB = BENCH MARK DISK
 BX2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2148_STAMPING: R 91 193
 BX2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2148+STABILITY: SURFACE MOTION
 BX2148
 BX2148  HISTORY     - Date     Condition        Report By
 BX2148  HISTORY     - 1932     MONUMENTED       CGS
 BX2148  HISTORY     - 1952     GOOD             CGS
 BX2148  HISTORY     - 1979     GOOD             NGS
 BX2148
 BX2148                          STATION DESCRIPTION
 BX2148
 BX2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2148'3.5 MI N FROM PINELAND.
 BX2148'3.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BX2148'THE STATION AT PINELAND, 3 1/4 POLES SOUTHEAST OF MILEPOST 101, 7
 BX2148'RAILS NORTHWEST OF CULVERT 100 C, 60.8 FEET SOUTHEAST OF A TELEPHONE
 BX2148'POLE, 46.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.3 FEET SOUTHWEST OF
 BX2148'A WITNESS POST, 1.2 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A
 BX2148'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BX2148
 BX2148                          STATION RECOVERY (1979)
 BX2148
 BX2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2148'INACCESSIBLE TO LEVEL LINE 312, NOT LEVELED TO IN 1979.
 BX2148'OMIT-1.3 FT. SOUTHWEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1849 ***********************************************************************
 CS1849  DESIGNATION -  R 910
 CS1849  PID         -  CS1849
 CS1849  STATE/COUNTY-  TX/TARRANT
 CS1849  USGS QUAD   -  AVONDALE (1982)
 CS1849
 CS1849                         *CURRENT SURVEY CONTROL
 CS1849  ___________________________________________________________________
 CS1849* NAD 83(1986)-  32 59 01.     (N)    097 26 47.     (W)     SCALED    
 CS1849* NAVD 88     -       227.702  (meters)     747.05   (feet)  ADJUSTED  
 CS1849  ___________________________________________________________________
 CS1849  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CS1849  DYNAMIC HT  -         227.432 (meters)     746.17  (feet)  COMP
 CS1849  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 CS1849
 CS1849  VERT ORDER  -  SECOND    CLASS 0
 CS1849
 CS1849.The horizontal coordinates were scaled from a topographic map and have
 CS1849.an estimated accuracy of +/- 6 seconds.
 CS1849
 CS1849.The orthometric height was determined by differential leveling
 CS1849.and adjusted by the National Geodetic Survey in June 1991..
 CS1849
 CS1849.The geoid height was determined by GEOID03.
 CS1849
 CS1849.The dynamic height is computed by dividing the NAVD 88
 CS1849.geopotential number by the normal gravity value computed on the
 CS1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1849.degrees latitude (g = 980.6199 gals.).
 CS1849
 CS1849.The modeled gravity was interpolated from observed gravity values.
 CS1849
 CS1849;                    North         East    Units  Estimated Accuracy
 CS1849;SPC TXNC     - 2,146,530.      698,470.      MT  (+/- 180 meters Scaled)
 CS1849
 CS1849                          SUPERSEDED SURVEY CONTROL
 CS1849
 CS1849  NGVD 29 (??/??/92)  227.659  (m)          746.91   (f) ADJ UNCH    2 0
 CS1849
 CS1849.Superseded values are not recommended for survey control.
 CS1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1849.See file dsdata.txt to determine how the superseded data were derived.
 CS1849
 CS1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB451505(NAD 83)
 CS1849_MARKER: DB = BENCH MARK DISK
 CS1849_SETTING: 66 = SET IN ROCK OUTCROP
 CS1849_SP_SET: ROCK LEDGE
 CS1849_STAMPING: R 910 1945
 CS1849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS1849+STABILITY: POSITION/ELEVATION WELL
 CS1849
 CS1849  HISTORY     - Date     Condition        Report By
 CS1849  HISTORY     - 1945     MONUMENTED       CGS
 CS1849  HISTORY     - 1962     MARK NOT FOUND   NGS
 CS1849  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1849  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1849
 CS1849                          STATION DESCRIPTION
 CS1849
 CS1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1849'2.4 MI SE FROM NEWARK.
 CS1849'IN TARRANT COUNTY, 2.4 MILES SOUTHEAST ALONG A BLACK-TOP ROAD FROM
 CS1849'NEWARK, WISE COUNTY, ABOUT 1 MILE EAST OF EAGLE MOUNTAIN LAKE AIRPORT
 CS1849'(OLF TO DALLAS NAS), 0.1 MILE NORTHWEST OF A CONCRETE BRIDGE ON THE
 CS1849'ROAD, 0.1 MILE WEST OF A CONCRETE BRIDGE ON THE CHICAGO, ROCK ISLAND
 CS1849'AND PACIFIC RAILROAD, 80 FEET NORTHEAST OF THE RAILROAD TRACK, 30 FEET
 CS1849'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 40 FEET NORTHEAST OF A
 CS1849'TELEGRAPH POLE, 10 FEET NORTHEAST OF A TELEPHONE POLE PAINTED BM, 3
 CS1849'FEET SOUTH OF THE ROAD DITCH, IN THE TOP OF A ROCK LEDGE, AND 24
 CS1849'INCHES ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED R 910
 CS1849'1945.  NOTE-- IT IS BELEIVED THE BENCH MARK WAS LOST WHEN THE ROAD
 CS1849'DITCH WAS WIDENED BY A ROAD GRADER.  THE BOTTOM OF THE ROAD DITCH IS
 CS1849'NOW 30 FEET FROM THE CENTER LINE OF THE ROAD.
 CS1849
 CS1849                          STATION RECOVERY (1984)
 CS1849
 CS1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1849'MARK NOT FOUND.
 CS1849
 CS1849                          STATION RECOVERY (1996)
 CS1849
 CS1849'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0849 ***********************************************************************
 AH0849  DESIGNATION -  R 911
 AH0849  PID         -  AH0849
 AH0849  STATE/COUNTY-  TX/NUECES
 AH0849  USGS QUAD   -  PETRONILA NE (1975)
 AH0849
 AH0849                         *CURRENT SURVEY CONTROL
 AH0849  ___________________________________________________________________
 AH0849* NAD 83(1986)-  27 39 37.     (N)    097 32 09.     (W)     SCALED    
 AH0849* NAVD 88     -        14.847  (meters)      48.71   (feet)  ADJUSTED  
 AH0849  ___________________________________________________________________
 AH0849  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AH0849  DYNAMIC HT  -          14.824 (meters)      48.64  (feet)  COMP
 AH0849  MODELED GRAV-     979,118.2   (mgal)                       NAVD 88
 AH0849
 AH0849  VERT ORDER  -  SECOND    CLASS 0
 AH0849
 AH0849.The horizontal coordinates were scaled from a topographic map and have
 AH0849.an estimated accuracy of +/- 6 seconds.
 AH0849
 AH0849.The orthometric height was determined by differential leveling
 AH0849.and adjusted by the National Geodetic Survey in June 1991..
 AH0849
 AH0849.The geoid height was determined by GEOID03.
 AH0849
 AH0849.The dynamic height is computed by dividing the NAVD 88
 AH0849.geopotential number by the normal gravity value computed on the
 AH0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0849.degrees latitude (g = 980.6199 gals.).
 AH0849
 AH0849.The modeled gravity was interpolated from observed gravity values.
 AH0849
 AH0849;                    North         East    Units  Estimated Accuracy
 AH0849;SPC TX S     - 5,221,240.      395,130.      MT  (+/- 180 meters Scaled)
 AH0849
 AH0849                          SUPERSEDED SURVEY CONTROL
 AH0849
 AH0849  NGVD 29 (??/??/92)   15.003  (m)           49.22   (f) ADJ UNCH    2 0
 AH0849
 AH0849.Superseded values are not recommended for survey control.
 AH0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0849.See file dsdata.txt to determine how the superseded data were derived.
 AH0849
 AH0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR444604(NAD 83)
 AH0849_MARKER: DB = BENCH MARK DISK
 AH0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0849_STAMPING: R 911 1945
 AH0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0849+STABILITY: SURFACE MOTION
 AH0849
 AH0849  HISTORY     - Date     Condition        Report By
 AH0849  HISTORY     - 1945     MONUMENTED       CGS
 AH0849  HISTORY     - 1949     GOOD             NGS
 AH0849  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0849  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0849  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0849
 AH0849                          STATION DESCRIPTION
 AH0849
 AH0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0849'9.0 MI NE FROM PETRONILLA.
 AH0849'1.0 MILE NORTH ALONG A PAVED ROAD FROM PETRONILLA SCHOOL AT
 AH0849'PETRONILLA, NUECES COUNTY, 6.0 MILES EAST ALONG A PAVED ROAD, AND 2.0
 AH0849'MILES SOUTH ALONG A PAVED ROAD.  0.4 MILE NORTH OF THE ENTRANCE TO
 AH0849'OUTLYING FIELD 21, AT THE NORTHEAST CORNER OF THE FIELD, 50 FEET WEST
 AH0849'OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A WIND SOCK, 3 FEET
 AH0849'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  AN
 AH0849'IRON DISK, STAMPED R 911 1945 AND SET IN THE TOP OF A CONCRETE POST
 AH0849'PROJECTING 8 INCHES ABOVE GROUND.
 AH0849
 AH0849                          STATION RECOVERY (1969)
 AH0849
 AH0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0849'MARK NOT FOUND.
 AH0849
 AH0849                          STATION RECOVERY (2001)
 AH0849
 AH0849'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0849'MARK NOT FOUND.
 AH0849
 AH0849                          STATION RECOVERY (2002)
 AH0849
 AH0849'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0120 ***********************************************************************
 CE0120  DESIGNATION -  R 912
 CE0120  PID         -  CE0120
 CE0120  STATE/COUNTY-  TX/EL PASO
 CE0120  USGS QUAD   -  EL PASO (1997)
 CE0120
 CE0120                         *CURRENT SURVEY CONTROL
 CE0120  ___________________________________________________________________
 CE0120* NAD 83(1986)-  31 47 11.     (N)    106 24 28.     (W)     SCALED    
 CE0120* NAVD 88     -      1192.657  (meters)    3912.91   (feet)  POSTED    
 CE0120  ___________________________________________________________________
 CE0120  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0120  DYNAMIC HT  -        1190.830 (meters)    3906.91  (feet)  COMP
 CE0120  MODELED GRAV-     979,069.8   (mgal)                       NAVD 88
 CE0120
 CE0120  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0120
 CE0120.The horizontal coordinates were scaled from a topographic map and have
 CE0120.an estimated accuracy of +/- 6 seconds.
 CE0120
 CE0120.The orthometric height was determined by differential leveling
 CE0120.and adjusted by the National Geodetic Survey in 1992..
 CE0120.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0120.rate of 3.1 thru 4.0 mm/km.
 CE0120
 CE0120.The geoid height was determined by GEOID03.
 CE0120
 CE0120.The dynamic height is computed by dividing the NAVD 88
 CE0120.geopotential number by the normal gravity value computed on the
 CE0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0120.degrees latitude (g = 980.6199 gals.).
 CE0120
 CE0120.The modeled gravity was interpolated from observed gravity values.
 CE0120
 CE0120;                    North         East    Units  Estimated Accuracy
 CE0120;SPC TX C     - 3,250,700.      124,980.      MT  (+/- 180 meters Scaled)
 CE0120
 CE0120                          SUPERSEDED SURVEY CONTROL
 CE0120
 CE0120  NGVD 29 (??/??/92) 1192.109  (m)         3911.11   (f) ADJ UNCH    1 2
 CE0120
 CE0120.Superseded values are not recommended for survey control.
 CE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0120.See file dsdata.txt to determine how the superseded data were derived.
 CE0120
 CE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR667176(NAD 83)
 CE0120_MARKER: DB = BENCH MARK DISK
 CE0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0120_STAMPING: R 912 1945
 CE0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0120+STABILITY: SURFACE MOTION
 CE0120
 CE0120  HISTORY     - Date     Condition        Report By
 CE0120  HISTORY     - 1945     MONUMENTED       CGS
 CE0120  HISTORY     - 1958     MARK NOT FOUND   NGS
 CE0120
 CE0120                          STATION DESCRIPTION
 CE0120
 CE0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CE0120'5.5 MI NE FROM EL PASO.
 CE0120'5.5 MILES NORTHEAST OF THE CITY HALL AT EL PASO ALONG U.S. HIGHWAY 62,
 CE0120'236 FEET SOUTH WEST OF JUNCTION OF U.S. HIGHWAY 62 AND PAVED ROAD TO
 CE0120'THE EL PASO MUNICIPAL AIRPORT (ED ANDERSON FIELD), 50 FEET SOUTH OF
 CE0120'CENTER LINE OF HIGHWAY, 6 FEET WEST OF TELEPHONE POLE 35, 18 INCHES
 CE0120'WEST OF 4X4 WITNESS POST, 8 INCHES ABOVE THE SURFACE.
 CE0120
 CE0120                          STATION RECOVERY (1958)
 CE0120
 CE0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CE0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0562 ***********************************************************************
 CU0562  DESIGNATION -  R 913
 CU0562  PID         -  CU0562
 CU0562  STATE/COUNTY-  TX/HOWARD
 CU0562  USGS QUAD   -  COAHOMA (1971)
 CU0562
 CU0562                         *CURRENT SURVEY CONTROL
 CU0562  ___________________________________________________________________
 CU0562* NAD 83(1986)-  32 18 10.     (N)    101 16 13.     (W)     SCALED    
 CU0562* NAVD 88     -       721.366  (meters)    2366.68   (feet)  ADJUSTED  
 CU0562  ___________________________________________________________________
 CU0562  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CU0562  DYNAMIC HT  -         720.389 (meters)    2363.48  (feet)  COMP
 CU0562  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 CU0562
 CU0562  VERT ORDER  -  FIRST     CLASS II
 CU0562
 CU0562.The horizontal coordinates were scaled from a topographic map and have
 CU0562.an estimated accuracy of +/- 6 seconds.
 CU0562
 CU0562.The orthometric height was determined by differential leveling
 CU0562.and adjusted by the National Geodetic Survey in June 1991..
 CU0562
 CU0562.The geoid height was determined by GEOID03.
 CU0562
 CU0562.The dynamic height is computed by dividing the NAVD 88
 CU0562.geopotential number by the normal gravity value computed on the
 CU0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0562.degrees latitude (g = 980.6199 gals.).
 CU0562
 CU0562.The modeled gravity was interpolated from observed gravity values.
 CU0562
 CU0562;                    North         East    Units  Estimated Accuracy
 CU0562;SPC TXNC     - 2,073,980.      339,130.      MT  (+/- 180 meters Scaled)
 CU0562
 CU0562                          SUPERSEDED SURVEY CONTROL
 CU0562
 CU0562  NGVD 29 (??/??/92)  721.116  (m)         2365.86   (f) ADJ UNCH    1 2
 CU0562
 CU0562.Superseded values are not recommended for survey control.
 CU0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0562.See file dsdata.txt to determine how the superseded data were derived.
 CU0562
 CU0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA862762(NAD 83)
 CU0562_MARKER: DB = BENCH MARK DISK
 CU0562_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0562_SP_SET: 15 FT
 CU0562_STAMPING: R 913 1956
 CU0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0562
 CU0562  HISTORY     - Date     Condition        Report By
 CU0562  HISTORY     - 1956     MONUMENTED       CGS
 CU0562  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0562
 CU0562                          STATION DESCRIPTION
 CU0562
 CU0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0562'2.15 MI NE FROM COAHOMA.
 CU0562'2.15 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0562'STATION AT COAHOMA, AT A PRIVATE ROAD CROSSING, 16 FEET NORTHEAST OF
 CU0562'THE 7TH POLE NORTHEAST OF MILEPOST 501, 36 FEET SOUTHEAST OF THE
 CU0562'SOUTHEAST RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 79 FEET
 CU0562'NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 42 FEET NORTHWEST OF
 CU0562'THE CENTER LINE OF OLD U.S. HIGHWAY 80, 2 FEET SOUTHEAST OF A WITNESS
 CU0562'POST, 89.5 FEET SOUTHWEST OF BENCH MARK Q 913, CLAMPED ON THE TOP OF A
 CU0562'1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 15 FEET IN THE
 CU0562'GROUND, INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE
 CU0562'THE GROUND, 4 FEET BELOW THE TOP OF THE RAILS.
 CU0562
 CU0562                          STATION RECOVERY (1982)
 CU0562
 CU0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1289 ***********************************************************************
 CS1289  DESIGNATION -  R 914
 CS1289  PID         -  CS1289
 CS1289  STATE/COUNTY-  TX/DALLAS
 CS1289  USGS QUAD   -  IRVING (1981)
 CS1289
 CS1289                         *CURRENT SURVEY CONTROL
 CS1289  ___________________________________________________________________
 CS1289* NAD 83(1986)-  32 52 22.     (N)    096 55 37.     (W)     SCALED    
 CS1289* NAVD 88     -       131.473  (meters)     431.34   (feet)  ADJUSTED  
 CS1289  ___________________________________________________________________
 CS1289  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CS1289  DYNAMIC HT  -         131.322 (meters)     430.85  (feet)  COMP
 CS1289  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 CS1289
 CS1289  VERT ORDER  -  SECOND    CLASS 0
 CS1289
 CS1289.The horizontal coordinates were scaled from a topographic map and have
 CS1289.an estimated accuracy of +/- 6 seconds.
 CS1289
 CS1289.The orthometric height was determined by differential leveling
 CS1289.and adjusted by the National Geodetic Survey in June 1991..
 CS1289
 CS1289.The geoid height was determined by GEOID03.
 CS1289
 CS1289.The dynamic height is computed by dividing the NAVD 88
 CS1289.geopotential number by the normal gravity value computed on the
 CS1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1289.degrees latitude (g = 980.6199 gals.).
 CS1289
 CS1289.The modeled gravity was interpolated from observed gravity values.
 CS1289
 CS1289;                    North         East    Units  Estimated Accuracy
 CS1289;SPC TXNC     - 2,134,850.      747,190.      MT  (+/- 180 meters Scaled)
 CS1289
 CS1289                          SUPERSEDED SURVEY CONTROL
 CS1289
 CS1289  NGVD 29 (??/??/92)  131.490  (m)          431.40   (f) ADJ UNCH    2 0
 CS1289
 CS1289.Superseded values are not recommended for survey control.
 CS1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1289.See file dsdata.txt to determine how the superseded data were derived.
 CS1289
 CS1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB939390(NAD 83)
 CS1289_MARKER: DB = BENCH MARK DISK
 CS1289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1289_SP_SET: CURB BRIDGE
 CS1289_STAMPING: R 914 1946
 CS1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1289
 CS1289  HISTORY     - Date     Condition        Report By
 CS1289  HISTORY     - 1946     MONUMENTED       CGS
 CS1289  HISTORY     - 1973     GOOD             NGS
 CS1289
 CS1289                          STATION DESCRIPTION
 CS1289
 CS1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1289'3.0 MI NW FROM DALLAS.
 CS1289'3.0 MILES NORTHWEST ALONG STATE HIGHWAY NO.114 FROM THE NORTH WEST
 CS1289'CIRCLE IN THE NORTHWEST PART OF DALLAS, IN THE SOUTHEAST CORNER OF THE
 CS1289'CONCRETE BRIDGE OVER THE ELM FORK OF THE TRINITY RIVER, ABOUT 0.1 MILE
 CS1289'SOUTHEAST OF THE STEEL SPAN IN THE NORTH CURB AND ABOUT 8 FEET
 CS1289'NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE CURB.  A STANDARD DISK
 CS1289'STAMPED R 914 1946.
 CS1289
 CS1289                          STATION RECOVERY (1973)
 CS1289
 CS1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CS1289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1290 ***********************************************************************
 CS1290  DESIGNATION -  R 914 RESET 1973
 CS1290  PID         -  CS1290
 CS1290  STATE/COUNTY-  TX/DALLAS
 CS1290  USGS QUAD   -  IRVING (1981)
 CS1290
 CS1290                         *CURRENT SURVEY CONTROL
 CS1290  ___________________________________________________________________
 CS1290* NAD 83(1986)-  32 52 22.     (N)    096 55 37.     (W)     SCALED    
 CS1290* NAVD 88     -       131.18   (+/-2cm)     430.4    (feet)  VERTCON   
 CS1290  ___________________________________________________________________
 CS1290  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CS1290
 CS1290  VERT ORDER  -  THIRD (See Below)
 CS1290
 CS1290.The horizontal coordinates were scaled from a topographic map and have
 CS1290.an estimated accuracy of +/- 6 seconds.
 CS1290
 CS1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1290.The vertical order pertains to the NGVD 29 superseded value.
 CS1290
 CS1290.The geoid height was determined by GEOID03.
 CS1290
 CS1290;                    North         East    Units  Estimated Accuracy
 CS1290;SPC TXNC     - 2,134,850.      747,190.      MT  (+/- 180 meters Scaled)
 CS1290
 CS1290                          SUPERSEDED SURVEY CONTROL
 CS1290
 CS1290  NGVD 29 (01/29/03)  131.19   (m)          430.4    (f) RESET       3  
 CS1290
 CS1290.Superseded values are not recommended for survey control.
 CS1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1290.See file dsdata.txt to determine how the superseded data were derived.
 CS1290
 CS1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB939390(NAD 83)
 CS1290_MARKER: DB = BENCH MARK DISK
 CS1290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1290_SP_SET: ABUTMENT
 CS1290_STAMPING: R 914 RESET 1973
 CS1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1290
 CS1290  HISTORY     - Date     Condition        Report By
 CS1290  HISTORY     - 1973     MONUMENTED       NGS
 CS1290
 CS1290                          STATION DESCRIPTION
 CS1290
 CS1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CS1290'10 MI NW FROM DALLAS.
 CS1290'FROM THE INTERSECTION OF STATE HIGHWAY 114 AND U.S. HWY. 77 (I.S.35E)
 CS1290'WHICH IS LOCATED AT THE NORTHWEST EDGE OF DALLAS, GO WESTERLY ON STATE
 CS1290'HIGHWAY 114 FOR 2.3 MILES TO THE WEST END OF THE ELM FORK TRINITY
 CS1290'RIVER BRIDGE AND MARK ON THE LEFT.  STANDARD BENCH MARK DISK, SET IN A
 CS1290'DRILL HOLE, AT THE WEST END OF THE SOUTH ABUTMENT OF THE TRINITY RIVER
 CS1290'BRIDGE AND IS STAMPED R 914 RESET 1973.  IT IS 2 FEET WEST OF THE WEST
 CS1290'END GUARD-RAIL AND UNDER THE ELBOW PORTION OF IRON RAILING. NOTE-- THE
 CS1290'BRIDGE MENTIONED IS THE EAST 1 OF 2 BRIDGES OVER THE TRINITY RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0135 ***********************************************************************
 AZ0135  DESIGNATION -  R 915
 AZ0135  PID         -  AZ0135
 AZ0135  STATE/COUNTY-  TX/VAL VERDE
 AZ0135  USGS QUAD   -  DEL RIO SE (1972)
 AZ0135
 AZ0135                         *CURRENT SURVEY CONTROL
 AZ0135  ___________________________________________________________________
 AZ0135* NAD 83(1986)-  29 21 33.     (N)    100 47 09.     (W)     SCALED    
 AZ0135* NAVD 88     -       325.968  (meters)    1069.45   (feet)  ADJUSTED  
 AZ0135  ___________________________________________________________________
 AZ0135  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0135  DYNAMIC HT  -         325.492 (meters)    1067.88  (feet)  COMP
 AZ0135  MODELED GRAV-     979,172.7   (mgal)                       NAVD 88
 AZ0135
 AZ0135  VERT ORDER  -  FIRST     CLASS II
 AZ0135
 AZ0135.The horizontal coordinates were scaled from a topographic map and have
 AZ0135.an estimated accuracy of +/- 6 seconds.
 AZ0135
 AZ0135.The orthometric height was determined by differential leveling
 AZ0135.and adjusted by the National Geodetic Survey in June 1991..
 AZ0135
 AZ0135.The geoid height was determined by GEOID03.
 AZ0135
 AZ0135.The dynamic height is computed by dividing the NAVD 88
 AZ0135.geopotential number by the normal gravity value computed on the
 AZ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0135.degrees latitude (g = 980.6199 gals.).
 AZ0135
 AZ0135.The modeled gravity was interpolated from observed gravity values.
 AZ0135
 AZ0135;                    North         East    Units  Estimated Accuracy
 AZ0135;SPC TXSC     - 4,170,430.      426,630.      MT  (+/- 180 meters Scaled)
 AZ0135
 AZ0135                          SUPERSEDED SURVEY CONTROL
 AZ0135
 AZ0135  NGVD 29 (??/??/92)  325.917  (m)         1069.28   (f) ADJ UNCH    1 2
 AZ0135
 AZ0135.Superseded values are not recommended for survey control.
 AZ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0135.See file dsdata.txt to determine how the superseded data were derived.
 AZ0135
 AZ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT266491(NAD 83)
 AZ0135_MARKER: DB = BENCH MARK DISK
 AZ0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0135_SP_SET: STEP
 AZ0135_STAMPING: R 915 1944
 AZ0135_MARK LOGO: CGS   
 AZ0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0135
 AZ0135  HISTORY     - Date     Condition        Report By
 AZ0135  HISTORY     - 1944     MONUMENTED       CGS
 AZ0135  HISTORY     - 1957     GOOD             NGS
 AZ0135  HISTORY     - 1982     GOOD             NGS
 AZ0135  HISTORY     - 19980805 GOOD             USPSQD
 AZ0135
 AZ0135                          STATION DESCRIPTION
 AZ0135
 AZ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0135'7.65 MI E FROM DEL RIO.
 AZ0135'ABOUT 6.55 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0135'THE STATION AT DEL RIO TO THE MAIN ENTRANCE TO LAUGHLIN AIR FORCE
 AZ0135'BASE, THENCE 0.9 MILE SOUTHEAST ALONG THE MAIN ENTRANCE ROAD (THIRD
 AZ0135'STREET), THENCE 0.2 MILE NORTHEAST ALONG MITCHEL BOULEVARD, 167 FEET
 AZ0135'NORTHWEST OF THE NORTHWEST LEG OF THE CONTROL TOWER, 27 FEET NORTH OF
 AZ0135'THE NORTH CORNER OF BUILDING 301, SET IN THE CONCRETE STEP OF A SMALL
 AZ0135'CONCRETE VAULT LIKE BUILDING AND ABOUT 0.4 FOOT ABOVE THE GROUND.
 AZ0135
 AZ0135                          STATION RECOVERY (1982)
 AZ0135
 AZ0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0135'A NEW DESCRIPTION FOLLOWS, 1.4 KM (0.9 MI) SOUTHEAST ALONG LIBERTY
 AZ0135'DRIVE FROM THE GUARD STAND AT THE NORTHWEST ENTRANCE TO LAUGHLIN AIR
 AZ0135'FORCE BASE, THENCE 0.4 KM (0.25 MI) NORTHEAST ALONG MITCHELL STREET,
 AZ0135'AT THE ENTRANCE TO A SMALL CONCRETE BLOCK BUILDING NUMBER 302, THE
 AZ0135'MARK IS SET IN THE STEP AT THE SOUTHWEST ENTRANCE TO BUILDING NUMBER
 AZ0135'302, AND 8.2 METERS (27.0 FT) NORTH OF THE NORTH CORNER OF BUILDING
 AZ0135'NUMBER 301.
 AZ0135'THE MARK IS 0.07 M ABOVE THE GROUND.
 AZ0135
 AZ0135                          STATION RECOVERY (1998)
 AZ0135
 AZ0135'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0574 ***********************************************************************
 AE0574  DESIGNATION -  R 916
 AE0574  PID         -  AE0574
 AE0574  STATE/COUNTY-  TX/HIDALGO
 AE0574  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0574
 AE0574                         *CURRENT SURVEY CONTROL
 AE0574  ___________________________________________________________________
 AE0574* NAD 83(1986)-  26 23 37.     (N)    098 19 41.     (W)     SCALED    
 AE0574* NAVD 88     -        62.880  (meters)     206.30   (feet)  ADJUSTED  
 AE0574  ___________________________________________________________________
 AE0574  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0574  DYNAMIC HT  -          62.777 (meters)     205.96  (feet)  COMP
 AE0574  MODELED GRAV-     979,007.1   (mgal)                       NAVD 88
 AE0574
 AE0574  VERT ORDER  -  SECOND    CLASS 0
 AE0574
 AE0574.The horizontal coordinates were scaled from a topographic map and have
 AE0574.an estimated accuracy of +/- 6 seconds.
 AE0574
 AE0574.The orthometric height was determined by differential leveling
 AE0574.and adjusted by the National Geodetic Survey in June 1991..
 AE0574
 AE0574.The geoid height was determined by GEOID03.
 AE0574
 AE0574.The dynamic height is computed by dividing the NAVD 88
 AE0574.geopotential number by the normal gravity value computed on the
 AE0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0574.degrees latitude (g = 980.6199 gals.).
 AE0574
 AE0574.The modeled gravity was interpolated from observed gravity values.
 AE0574
 AE0574;                    North         East    Units  Estimated Accuracy
 AE0574;SPC TX S     - 5,080,550.      317,160.      MT  (+/- 180 meters Scaled)
 AE0574
 AE0574                          SUPERSEDED SURVEY CONTROL
 AE0574
 AE0574  NGVD 29 (??/??/92)   62.974  (m)          206.61   (f) ADJ UNCH    2 0
 AE0574
 AE0574.Superseded values are not recommended for survey control.
 AE0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0574.See file dsdata.txt to determine how the superseded data were derived.
 AE0574
 AE0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ670194(NAD 83)
 AE0574_MARKER: DB = BENCH MARK DISK
 AE0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0574_SP_SET: CONCRETE BASE
 AE0574_STAMPING: R-916 1944
 AE0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0574
 AE0574  HISTORY     - Date     Condition        Report By
 AE0574  HISTORY     - 1944     MONUMENTED       CGS
 AE0574
 AE0574                          STATION DESCRIPTION
 AE0574
 AE0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AE0574'14.4 MI NW FROM MISSION.
 AE0574'AT THE MOORE ARMY AIR FIELD-- TO REACH FROM THE FIRST STATE BANK AND
 AE0574'TRUST COMPANY BUILDING AT MISSION, GO 7.2 MILES NORTH ALONG STATE
 AE0574'HIGHWAY 107 TO A RIGHT ANGLE TURN IN HIGHWAY TO THE EAST, TURN LEFT
 AE0574'WEST ALONG THE WAR HIGHWAY 13 (MOORE ARMY AIR FIELD ROAD) 7.2 MILES
 AE0574'WEST AND NORTH TO THE MOORE ARMY AIR FIELD MAIN ENTRANCE.  0.25 MILE
 AE0574'SOUTHWEST OF MAIN ENTRANCE, 120 FEET NORTHEAST OF POST HEADQUARTERS,
 AE0574'IN THE CONCRETE BASE OF FLAGPOLE THAT SETS IN THE MIDDLE OF PARKWAY
 AE0574'BETWEEN DRIVEWAY TO THE HEADQUARTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0601 ***********************************************************************
 AH0601  DESIGNATION -  R 918
 AH0601  PID         -  AH0601
 AH0601  STATE/COUNTY-  TX/KLEBERG
 AH0601  USGS QUAD   -  RIVIERA (1979)
 AH0601
 AH0601                         *CURRENT SURVEY CONTROL
 AH0601  ___________________________________________________________________
 AH0601* NAD 83(1986)-  27 18 10.     (N)    097 47 32.     (W)     SCALED    
 AH0601* NAVD 88     -         8.560  (meters)      28.08   (feet)  ADJUSTED  
 AH0601  ___________________________________________________________________
 AH0601  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH0601  DYNAMIC HT  -           8.547 (meters)      28.04  (feet)  COMP
 AH0601  MODELED GRAV-     979,094.9   (mgal)                       NAVD 88
 AH0601
 AH0601  VERT ORDER  -  SECOND    CLASS 0
 AH0601
 AH0601.The horizontal coordinates were scaled from a topographic map and have
 AH0601.an estimated accuracy of +/- 6 seconds.
 AH0601
 AH0601.The orthometric height was determined by differential leveling
 AH0601.and adjusted by the National Geodetic Survey in June 1991..
 AH0601
 AH0601.The geoid height was determined by GEOID03.
 AH0601
 AH0601.The dynamic height is computed by dividing the NAVD 88
 AH0601.geopotential number by the normal gravity value computed on the
 AH0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0601.degrees latitude (g = 980.6199 gals.).
 AH0601
 AH0601.The modeled gravity was interpolated from observed gravity values.
 AH0601
 AH0601;                    North         East    Units  Estimated Accuracy
 AH0601;SPC TX S     - 5,181,470.      370,060.      MT  (+/- 180 meters Scaled)
 AH0601
 AH0601                          SUPERSEDED SURVEY CONTROL
 AH0601
 AH0601  NGVD 29 (??/??/92)    8.64   (m)           28.3    (f) COMPUTED    2 0
 AH0601
 AH0601.Superseded values are not recommended for survey control.
 AH0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0601.See file dsdata.txt to determine how the superseded data were derived.
 AH0601
 AH0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR195205(NAD 83)
 AH0601_MARKER: DB = BENCH MARK DISK
 AH0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0601_STAMPING: R 918 1945
 AH0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0601+STABILITY: SURFACE MOTION
 AH0601
 AH0601  HISTORY     - Date     Condition        Report By
 AH0601  HISTORY     - 1945     MONUMENTED       CGS
 AH0601  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AH0601
 AH0601                          STATION DESCRIPTION
 AH0601
 AH0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0601'1.85 MI NE FROM RIVIERA.
 AH0601'1.3 MILES EASTERLY FROM THE POST OFFICE AT RIVIERA ALONG THE ROAD TO
 AH0601'RIVIERA BEACH AND 0.5 MILE NORTH, ALONG SECTION LINE ROAD, 1.0 MILE
 AH0601'SOUTH OF OUTLYING LANDING FIELD 54, AT THE INTERSECTION OF SECTION
 AH0601'LINE ROAD, 24 FEET EAST OF THE NORTH-SOUTH ROAD, 24 FEET SOUTH OF
 AH0601'CENTE RLINE OF THE EAST-WEST ROAD, 2 FEET NORTH OF 4X4 WITNESS POST, 6
 AH0601'INCHES ABOVE THE LEVEL OF THE ROAD.
 AH0601
 AH0601                          STATION RECOVERY (2004)
 AH0601
 AH0601'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0602 ***********************************************************************
 AH0602  DESIGNATION -  R 918 RESET 1950
 AH0602  PID         -  AH0602
 AH0602  STATE/COUNTY-  TX/KLEBERG
 AH0602  USGS QUAD   -  RIVIERA (1979)
 AH0602
 AH0602                         *CURRENT SURVEY CONTROL
 AH0602  ___________________________________________________________________
 AH0602* NAD 83(1986)-  27 18 10.     (N)    097 47 32.     (W)     SCALED    
 AH0602* NAVD 88     -         8.623  (meters)      28.29   (feet)  ADJUSTED  
 AH0602  ___________________________________________________________________
 AH0602  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH0602  DYNAMIC HT  -           8.610 (meters)      28.25  (feet)  COMP
 AH0602  MODELED GRAV-     979,094.9   (mgal)                       NAVD 88
 AH0602
 AH0602  VERT ORDER  -  FIRST     CLASS II
 AH0602
 AH0602.The horizontal coordinates were scaled from a topographic map and have
 AH0602.an estimated accuracy of +/- 6 seconds.
 AH0602
 AH0602.The orthometric height was determined by differential leveling
 AH0602.and adjusted by the National Geodetic Survey in June 1991..
 AH0602
 AH0602.The geoid height was determined by GEOID03.
 AH0602
 AH0602.The dynamic height is computed by dividing the NAVD 88
 AH0602.geopotential number by the normal gravity value computed on the
 AH0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0602.degrees latitude (g = 980.6199 gals.).
 AH0602
 AH0602.The modeled gravity was interpolated from observed gravity values.
 AH0602
 AH0602;                    North         East    Units  Estimated Accuracy
 AH0602;SPC TX S     - 5,181,470.      370,060.      MT  (+/- 180 meters Scaled)
 AH0602
 AH0602                          SUPERSEDED SURVEY CONTROL
 AH0602
 AH0602  NGVD 29 (??/??/92)    8.714  (m)           28.59   (f) ADJ UNCH    1 2
 AH0602
 AH0602.Superseded values are not recommended for survey control.
 AH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0602.See file dsdata.txt to determine how the superseded data were derived.
 AH0602
 AH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR195205(NAD 83)
 AH0602_MARKER: DB = BENCH MARK DISK
 AH0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0602_STAMPING: R 918 RESET 1950
 AH0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0602+STABILITY: SURFACE MOTION
 AH0602
 AH0602  HISTORY     - Date     Condition        Report By
 AH0602  HISTORY     - 1950     MONUMENTED       CGS
 AH0602  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0602  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AH0602
 AH0602                          STATION DESCRIPTION
 AH0602
 AH0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0602'1.8 MI NE FROM RIVIERA.
 AH0602'1.3 MILES EAST ALONG FARM ROAD 771 (RIVIERA BEACH ROAD) FROM THE
 AH0602'JUNCTION OF U. S. HIGHWAY 77 AT RIVIERA, KLEBERG COUNTY, THENCE 0.5
 AH0602'MILE NORTH ALONG A SECTION-LINE ROAD.  1.0 MILE SOUTH OF OUTLYING
 AH0602'FIELD 54, AT A ROAD INTERSECTION, 33 FEET EAST OF THE CENTER LINE OF
 AH0602'THE NORTH-AND-SOUTH ROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE
 AH0602'EAST-AND-WEST ROAD, AND 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 AH0602'A STANDARD DISK, STAMPED R 918 RESET 1950 AND SET IN THE TOP OF A
 AH0602'CONCRETE POST.
 AH0602
 AH0602                          STATION RECOVERY (1975)
 AH0602
 AH0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0602'MARK NOT FOUND.
 AH0602
 AH0602                          STATION RECOVERY (2004)
 AH0602
 AH0602'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0949 ***********************************************************************
 AH0949  DESIGNATION -  R 919
 AH0949  PID         -  AH0949
 AH0949  STATE/COUNTY-  TX/NUECES
 AH0949  USGS QUAD   -  ROBSTOWN (1975)
 AH0949
 AH0949                         *CURRENT SURVEY CONTROL
 AH0949  ___________________________________________________________________
 AH0949* NAD 83(1986)-  27 48 01.     (N)    097 45 00.     (W)     SCALED    
 AH0949* NAVD 88     -        24.911  (meters)      81.73   (feet)  ADJUSTED  
 AH0949  ___________________________________________________________________
 AH0949  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH0949  DYNAMIC HT  -          24.872 (meters)      81.60  (feet)  COMP
 AH0949  MODELED GRAV-     979,115.5   (mgal)                       NAVD 88
 AH0949
 AH0949  VERT ORDER  -  FIRST     CLASS II
 AH0949
 AH0949.The horizontal coordinates were scaled from a topographic map and have
 AH0949.an estimated accuracy of +/- 6 seconds.
 AH0949
 AH0949.The orthometric height was determined by differential leveling
 AH0949.and adjusted by the National Geodetic Survey in June 1991..
 AH0949.WARNING-Repeat measurements at this control monument indicate possible
 AH0949.vertical movement.
 AH0949
 AH0949.The geoid height was determined by GEOID03.
 AH0949
 AH0949.The dynamic height is computed by dividing the NAVD 88
 AH0949.geopotential number by the normal gravity value computed on the
 AH0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0949.degrees latitude (g = 980.6199 gals.).
 AH0949
 AH0949.The modeled gravity was interpolated from observed gravity values.
 AH0949
 AH0949;                    North         East    Units  Estimated Accuracy
 AH0949;SPC TX S     - 5,236,610.      373,910.      MT  (+/- 180 meters Scaled)
 AH0949
 AH0949                          SUPERSEDED SURVEY CONTROL
 AH0949
 AH0949  NGVD 29 (??/??/92)   25.038  (m)           82.15   (f) ADJ UNCH    1 2
 AH0949
 AH0949.Superseded values are not recommended for survey control.
 AH0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0949.See file dsdata.txt to determine how the superseded data were derived.
 AH0949
 AH0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR231757(NAD 83)
 AH0949_MARKER: DB = BENCH MARK DISK
 AH0949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0949_SP_SET: CULVERT
 AH0949_STAMPING: R 919 1945
 AH0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0949
 AH0949  HISTORY     - Date     Condition        Report By
 AH0949  HISTORY     - 1945     MONUMENTED       CGS
 AH0949  HISTORY     - 1951     GOOD             NGS
 AH0949  HISTORY     - 20010331 GOOD             NGS
 AH0949  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AH0949
 AH0949                          STATION DESCRIPTION
 AH0949
 AH0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0949'3.1 MI E FROM BANQUETE.
 AH0949'3.1 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE FREIGHT
 AH0949'STATION AT BANQUETE, AT RABB, 72 FEET WEST OF MILEPOST 140, 50.5 FEET
 AH0949'NORTH OF THE NORTH RAIL, 28 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 AH0949'20 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, SET IN THE
 AH0949'TOP OF THE WEST HEADWALL OF A CULVERT.
 AH0949
 AH0949                          STATION RECOVERY (2001)
 AH0949
 AH0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0949'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH0949
 AH0949                          STATION RECOVERY (2004)
 AH0949
 AH0949'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0435 ***********************************************************************
 AH0435  DESIGNATION -  R 920
 AH0435  PID         -  AH0435
 AH0435  STATE/COUNTY-  TX/NUECES
 AH0435  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0435
 AH0435                         *CURRENT SURVEY CONTROL
 AH0435  ___________________________________________________________________
 AH0435* NAD 83(1986)-  27 35 11.     (N)    097 26 14.     (W)     SCALED    
 AH0435* NAVD 88     -         7.018  (meters)      23.02   (feet)  ADJUSTED  
 AH0435  ___________________________________________________________________
 AH0435  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AH0435  DYNAMIC HT  -           7.007 (meters)      22.99  (feet)  COMP
 AH0435  MODELED GRAV-     979,119.5   (mgal)                       NAVD 88
 AH0435
 AH0435  VERT ORDER  -  SECOND    CLASS 0
 AH0435
 AH0435.The horizontal coordinates were scaled from a topographic map and have
 AH0435.an estimated accuracy of +/- 6 seconds.
 AH0435
 AH0435.The orthometric height was determined by differential leveling
 AH0435.and adjusted by the National Geodetic Survey in June 1991..
 AH0435
 AH0435.The geoid height was determined by GEOID03.
 AH0435
 AH0435.The dynamic height is computed by dividing the NAVD 88
 AH0435.geopotential number by the normal gravity value computed on the
 AH0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0435.degrees latitude (g = 980.6199 gals.).
 AH0435
 AH0435.The modeled gravity was interpolated from observed gravity values.
 AH0435
 AH0435;                    North         East    Units  Estimated Accuracy
 AH0435;SPC TX S     - 5,213,140.      404,930.      MT  (+/- 180 meters Scaled)
 AH0435
 AH0435                          SUPERSEDED SURVEY CONTROL
 AH0435
 AH0435  NGVD 29 (??/??/92)    7.166  (m)           23.51   (f) ADJ UNCH    2 0
 AH0435
 AH0435.Superseded values are not recommended for survey control.
 AH0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0435.See file dsdata.txt to determine how the superseded data were derived.
 AH0435
 AH0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR542523(NAD 83)
 AH0435_MARKER: DB = BENCH MARK DISK
 AH0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0435_SP_SET: CULVERT
 AH0435_STAMPING: R 920 1945
 AH0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0435
 AH0435  HISTORY     - Date     Condition        Report By
 AH0435  HISTORY     - 1945     MONUMENTED       CGS
 AH0435  HISTORY     - 1951     GOOD             NGS
 AH0435  HISTORY     - 19910708 POOR             USPSQD
 AH0435  HISTORY     - 20010331 GOOD             NGS
 AH0435
 AH0435                          STATION DESCRIPTION
 AH0435
 AH0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0435'1.2 MI E FROM CHAPMAN RANCH.
 AH0435'0.2 MILE SOUTH ALONG STATE HIGHWAY 286 FROM THE HEADQUARTERS AT
 AH0435'CHAPMAN RANCH, THENCE 1.0 MILE EAST ALONG AN ASPHALT ROAD, AT AN
 AH0435'INTERSECTION WITH A NORTH AND SOUTH DIRT ROAD, 15 FEET SOUTH OF THE
 AH0435'CENTER LINE OF THE EAST AND WEST ROAD, 92 FEET WEST OF THE CENTER LINE
 AH0435'OF THE NORTH AND SOUTH ROAD, SET IN THE TOP OF THE EAST END OF THE
 AH0435'SOUTH HEADWALL OF A LARGE CONCRETE CULVERT, 7.9 FEET WEST OF THE EAST
 AH0435'END OF THE HEADWALL.
 AH0435
 AH0435                          STATION RECOVERY (1991)
 AH0435
 AH0435'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0435'MARK RECOVERED IN POOR CONDITION.
 AH0435
 AH0435                          STATION RECOVERY (2001)
 AH0435
 AH0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0415 ***********************************************************************
 DN0415  DESIGNATION -  R 921
 DN0415  PID         -  DN0415
 DN0415  STATE/COUNTY-  TX/COLLIN
 DN0415  USGS QUAD   -  PLANO (1973)
 DN0415
 DN0415                         *CURRENT SURVEY CONTROL
 DN0415  ___________________________________________________________________
 DN0415* NAD 83(1986)-  33 01 10.     (N)    096 43 00.     (W)     SCALED    
 DN0415* NAVD 88     -       192.110  (meters)     630.28   (feet)  ADJUSTED  
 DN0415  ___________________________________________________________________
 DN0415  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DN0415  DYNAMIC HT  -         191.895 (meters)     629.58  (feet)  COMP
 DN0415  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 DN0415
 DN0415  VERT ORDER  -  SECOND    CLASS 0
 DN0415
 DN0415.The horizontal coordinates were scaled from a topographic map and have
 DN0415.an estimated accuracy of +/- 6 seconds.
 DN0415
 DN0415.The orthometric height was determined by differential leveling
 DN0415.and adjusted by the National Geodetic Survey in June 1991..
 DN0415
 DN0415.The geoid height was determined by GEOID03.
 DN0415
 DN0415.The dynamic height is computed by dividing the NAVD 88
 DN0415.geopotential number by the normal gravity value computed on the
 DN0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0415.degrees latitude (g = 980.6199 gals.).
 DN0415
 DN0415.The modeled gravity was interpolated from observed gravity values.
 DN0415
 DN0415;                    North         East    Units  Estimated Accuracy
 DN0415;SPC TXNC     - 2,151,420.      766,590.      MT  (+/- 180 meters Scaled)
 DN0415
 DN0415                          SUPERSEDED SURVEY CONTROL
 DN0415
 DN0415  NGVD 29 (??/??/92)  192.112  (m)          630.29   (f) ADJ UNCH    2 0
 DN0415
 DN0415.Superseded values are not recommended for survey control.
 DN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0415.See file dsdata.txt to determine how the superseded data were derived.
 DN0415
 DN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB132557(NAD 83)
 DN0415_MARKER: DB = BENCH MARK DISK
 DN0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0415_SP_SET: CULVERT
 DN0415_STAMPING: R 921 1946
 DN0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0415
 DN0415  HISTORY     - Date     Condition        Report By
 DN0415  HISTORY     - 1946     MONUMENTED       CGS
 DN0415  HISTORY     - 1959     GOOD             NGS
 DN0415  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 DN0415  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0415
 DN0415                          STATION DESCRIPTION
 DN0415
 DN0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0415'1.1 MI W FROM PLANO.
 DN0415'1.1 MILES WEST ALONG A HARD-SURFACE ROAD FROM THE CITY HALL AT PLANO,
 DN0415'AT AN INTERSECTION OF THE ROAD AND A NORTH-AND-SOUTH ROAD, 35 FEET
 DN0415'NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE TWO ROADS, 32
 DN0415'FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 15 FEET
 DN0415'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK,
 DN0415'STAMPED R 921 1946 AND SET IN THE TOP OF THE NORTH END OF THE WEST
 DN0415'HEADWALL OF A CONCRETE CULVERT.
 DN0415
 DN0415                          STATION RECOVERY (1991)
 DN0415
 DN0415'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0415'MARK NOT FOUND.
 DN0415
 DN0415                          STATION RECOVERY (2005)
 DN0415
 DN0415'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0240 ***********************************************************************
 DN0240  DESIGNATION -  R 922
 DN0240  PID         -  DN0240
 DN0240  STATE/COUNTY-  TX/COLLIN
 DN0240  USGS QUAD   -  JOSEPHINE (1963)
 DN0240
 DN0240                         *CURRENT SURVEY CONTROL
 DN0240  ___________________________________________________________________
 DN0240* NAD 83(1986)-  33 03 39.     (N)    096 18 43.     (W)     SCALED    
 DN0240* NAVD 88     -       178.132  (meters)     584.42   (feet)  ADJUSTED  
 DN0240  ___________________________________________________________________
 DN0240  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN0240  DYNAMIC HT  -         177.937 (meters)     583.78  (feet)  COMP
 DN0240  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 DN0240
 DN0240  VERT ORDER  -  SECOND    CLASS 0
 DN0240
 DN0240.The horizontal coordinates were scaled from a topographic map and have
 DN0240.an estimated accuracy of +/- 6 seconds.
 DN0240
 DN0240.The orthometric height was determined by differential leveling
 DN0240.and adjusted by the National Geodetic Survey in June 1991..
 DN0240
 DN0240.The geoid height was determined by GEOID03.
 DN0240
 DN0240.The dynamic height is computed by dividing the NAVD 88
 DN0240.geopotential number by the normal gravity value computed on the
 DN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0240.degrees latitude (g = 980.6199 gals.).
 DN0240
 DN0240.The modeled gravity was interpolated from observed gravity values.
 DN0240
 DN0240;                    North         East    Units  Estimated Accuracy
 DN0240;SPC TXNC     - 2,156,730.      804,300.      MT  (+/- 180 meters Scaled)
 DN0240
 DN0240                          SUPERSEDED SURVEY CONTROL
 DN0240
 DN0240  NGVD 29 (??/??/92)  178.127  (m)          584.40   (f) ADJ UNCH    2 0
 DN0240
 DN0240.Superseded values are not recommended for survey control.
 DN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0240.See file dsdata.txt to determine how the superseded data were derived.
 DN0240
 DN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB509612(NAD 83)
 DN0240_MARKER: DB = BENCH MARK DISK
 DN0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0240_SP_SET: CULVERT
 DN0240_STAMPING: R 922 1946
 DN0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0240
 DN0240  HISTORY     - Date     Condition        Report By
 DN0240  HISTORY     - 1946     MONUMENTED       CGS
 DN0240  HISTORY     - 19940711 GOOD             USPSQD
 DN0240
 DN0240                          STATION DESCRIPTION
 DN0240
 DN0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0240'4.9 MI W FROM CADDO MILLS.
 DN0240'4.9 MILES WEST ALONG A FARM TO MARKET ROAD FROM THE CITY WATER TOWER
 DN0240'AT CADDO MILLS.  19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT
 DN0240'ABOVE THE GROUND.  A BRONZE DISK SET IN THE TOP OF THE WEST END OF THE
 DN0240'NORTH HEADWALL OF A 25 FOOT CONCRETE CULVERT.
 DN0240
 DN0240                          STATION RECOVERY (1994)
 DN0240
 DN0240'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1324 ***********************************************************************
 CS1324  DESIGNATION -  R 923
 CS1324  PID         -  CS1324
 CS1324  STATE/COUNTY-  TX/DALLAS
 CS1324  USGS QUAD   -  GARLAND (1973)
 CS1324
 CS1324                         *CURRENT SURVEY CONTROL
 CS1324  ___________________________________________________________________
 CS1324* NAD 83(1986)-  32 57 16.     (N)    096 43 40.     (W)     SCALED    
 CS1324* NAVD 88     -       196.253  (meters)     643.87   (feet)  ADJUSTED  
 CS1324  ___________________________________________________________________
 CS1324  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CS1324  DYNAMIC HT  -         196.034 (meters)     643.15  (feet)  COMP
 CS1324  MODELED GRAV-     979,516.9   (mgal)                       NAVD 88
 CS1324
 CS1324  VERT ORDER  -  SECOND    CLASS 0
 CS1324
 CS1324.The horizontal coordinates were scaled from a topographic map and have
 CS1324.an estimated accuracy of +/- 6 seconds.
 CS1324
 CS1324.The orthometric height was determined by differential leveling
 CS1324.and adjusted by the National Geodetic Survey in June 1991..
 CS1324
 CS1324.The geoid height was determined by GEOID03.
 CS1324
 CS1324.The dynamic height is computed by dividing the NAVD 88
 CS1324.geopotential number by the normal gravity value computed on the
 CS1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1324.degrees latitude (g = 980.6199 gals.).
 CS1324
 CS1324.The modeled gravity was interpolated from observed gravity values.
 CS1324
 CS1324;                    North         East    Units  Estimated Accuracy
 CS1324;SPC TXNC     - 2,144,200.      765,680.      MT  (+/- 180 meters Scaled)
 CS1324
 CS1324                          SUPERSEDED SURVEY CONTROL
 CS1324
 CS1324  NGVD 29 (??/??/92)  196.261  (m)          643.90   (f) ADJ UNCH    2 0
 CS1324
 CS1324.Superseded values are not recommended for survey control.
 CS1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1324.See file dsdata.txt to determine how the superseded data were derived.
 CS1324
 CS1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB123485(NAD 83)
 CS1324_MARKER: DB = BENCH MARK DISK
 CS1324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1324_SP_SET: CULVERT
 CS1324_STAMPING: R 923 1946
 CS1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1324
 CS1324  HISTORY     - Date     Condition        Report By
 CS1324  HISTORY     - 1946     MONUMENTED       CGS
 CS1324  HISTORY     - 1959     GOOD             NGS
 CS1324  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 CS1324
 CS1324                          STATION DESCRIPTION
 CS1324
 CS1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1324'IN RICHARDSON.
 CS1324'0.7 MILE NORTH OF THE RICHARDSON HIGH SCHOOL BUILDING, 0.4 MILE NORTH
 CS1324'OF THE MAIN STREET INTERSECTION, IN THE NORTHEAST POINT OF THE
 CS1324'INTERSECTION OF GREENVILLE ROAD AND APOLLO ROAD.  IT IS ABOUT 25.7
 CS1324'FEET EAST OF THE CENTERLINE OF GREENVILLE ROAD, AND ABOUT 100 YARDS
 CS1324'SOUTHWEST OF THE RICHARDSON MUNICIPAL WATER TANK. 923 1946 IN THE TOP
 CS1324'OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER
 CS1324'GREENVILLE ROAD.  HIGHWAY NO. 75 EXPRESSWAY NOW PASSES ABOUT 1/2 MILE
 CS1324'WEST OF THE MARK.
 CS1324
 CS1324                          STATION RECOVERY (1991)
 CS1324
 CS1324'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1325 ***********************************************************************
 CS1325  DESIGNATION -  R 923 RESET 1962
 CS1325  PID         -  CS1325
 CS1325  STATE/COUNTY-  TX/DALLAS
 CS1325  USGS QUAD   -  GARLAND (1973)
 CS1325
 CS1325                         *CURRENT SURVEY CONTROL
 CS1325  ___________________________________________________________________
 CS1325* NAD 83(1986)-  32 57 16.     (N)    096 43 38.     (W)     SCALED    
 CS1325* NAVD 88     -       197.07   (+/-2cm)     646.6    (feet)  VERTCON   
 CS1325  ___________________________________________________________________
 CS1325  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CS1325
 CS1325  VERT ORDER  -  THIRD (See Below)
 CS1325
 CS1325.The horizontal coordinates were scaled from a topographic map and have
 CS1325.an estimated accuracy of +/- 6 seconds.
 CS1325
 CS1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1325.The vertical order pertains to the NGVD 29 superseded value.
 CS1325
 CS1325.The geoid height was determined by GEOID03.
 CS1325
 CS1325;                    North         East    Units  Estimated Accuracy
 CS1325;SPC TXNC     - 2,144,200.      765,730.      MT  (+/- 180 meters Scaled)
 CS1325
 CS1325                          SUPERSEDED SURVEY CONTROL
 CS1325
 CS1325  NGVD 29 (01/29/03)  197.08   (m)          646.6    (f) RESET       3  
 CS1325
 CS1325.Superseded values are not recommended for survey control.
 CS1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1325.See file dsdata.txt to determine how the superseded data were derived.
 CS1325
 CS1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB124485(NAD 83)
 CS1325_MARKER: DB = BENCH MARK DISK
 CS1325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1325_SP_SET: FOOTING
 CS1325_STAMPING: R 923 RESET 1962
 CS1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1325
 CS1325  HISTORY     - Date     Condition        Report By
 CS1325  HISTORY     - 1962     MONUMENTED       CGS
 CS1325
 CS1325                          STATION DESCRIPTION
 CS1325
 CS1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CS1325'IN RICHARDSON.
 CS1325'0.75 MILE NORTH OF THE RICHARDSON HIGH SCHOOL, IN RICHARDSON, DALLAS
 CS1325'COUNTY, ABOUT 100 YARDS NORTH OF THE INTERSECTION OF APOLLO ROAD AND
 CS1325'GREENVILLE ROAD, IN THE NORTHWEST CONCRETE FOOTING FOR THE LEG OF THE
 CS1325'RICHARDSON MUNICIPAL WATER TANK.  A STANDARD DISK STAMPED R 923 RESET
 CS1325'1962, CEMENTED IN A DRILL HOLE IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0436 ***********************************************************************
 DN0436  DESIGNATION -  R 924
 DN0436  PID         -  DN0436
 DN0436  STATE/COUNTY-  TX/COLLIN
 DN0436  USGS QUAD   -  WYLIE (1973)
 DN0436
 DN0436                         *CURRENT SURVEY CONTROL
 DN0436  ___________________________________________________________________
 DN0436* NAD 83(1986)-  33 03 04.     (N)    096 32 56.     (W)     SCALED    
 DN0436* NAVD 88     -       171.066  (meters)     561.24   (feet)  ADJUSTED  
 DN0436  ___________________________________________________________________
 DN0436  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DN0436  DYNAMIC HT  -         170.881 (meters)     560.63  (feet)  COMP
 DN0436  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 DN0436
 DN0436  VERT ORDER  -  SECOND    CLASS 0
 DN0436
 DN0436.The horizontal coordinates were scaled from a topographic map and have
 DN0436.an estimated accuracy of +/- 6 seconds.
 DN0436
 DN0436.The orthometric height was determined by differential leveling
 DN0436.and adjusted by the National Geodetic Survey in June 1991..
 DN0436
 DN0436.The geoid height was determined by GEOID03.
 DN0436
 DN0436.The dynamic height is computed by dividing the NAVD 88
 DN0436.geopotential number by the normal gravity value computed on the
 DN0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0436.degrees latitude (g = 980.6199 gals.).
 DN0436
 DN0436.The modeled gravity was interpolated from observed gravity values.
 DN0436
 DN0436;                    North         East    Units  Estimated Accuracy
 DN0436;SPC TXNC     - 2,155,210.      782,200.      MT  (+/- 180 meters Scaled)
 DN0436
 DN0436                          SUPERSEDED SURVEY CONTROL
 DN0436
 DN0436  NGVD 29 (??/??/92)  171.075  (m)          561.27   (f) ADJ UNCH    2 0
 DN0436
 DN0436.Superseded values are not recommended for survey control.
 DN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0436.See file dsdata.txt to determine how the superseded data were derived.
 DN0436
 DN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB288596(NAD 83)
 DN0436_MARKER: DB = BENCH MARK DISK
 DN0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0436_STAMPING: R 924 1946
 DN0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0436+STABILITY: SURFACE MOTION
 DN0436
 DN0436  HISTORY     - Date     Condition        Report By
 DN0436  HISTORY     - 1946     MONUMENTED       CGS
 DN0436  HISTORY     - 19940712 GOOD             USPSQD
 DN0436  HISTORY     - 20051031 POOR             BOHAN
 DN0436
 DN0436                          STATION DESCRIPTION
 DN0436
 DN0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0436'3.2 MI N FROM WYLIE.
 DN0436'3.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE CITY WATER TOWER AT
 DN0436'WYLIE.  THE MARK IS SET AT A JUNCTION OF THE GRAVEL ROAD AND A T ROAD
 DN0436'LEADING SOUTH.  71 FEET SOUTH OF TELEPHONE POLE NUMBER 6050, 47.4 FEET
 DN0436'EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 41.5 FEET SOUTH OF
 DN0436'THE CENTER LINE OF THE EAST AND WEST ROAD, 3.6 FEET WEST OF A WHITE
 DN0436'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0436
 DN0436                          STATION RECOVERY (1994)
 DN0436
 DN0436'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0436'RECOVERED IN GOOD CONDITION.
 DN0436
 DN0436                          STATION RECOVERY (2005)
 DN0436
 DN0436'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0436'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0017 ***********************************************************************
 CS0017  DESIGNATION -  R 925
 CS0017  PID         -  CS0017
 CS0017  STATE/COUNTY-  TX/ROCKWALL
 CS0017  USGS QUAD   -  ROCKWALL (1973)
 CS0017
 CS0017                         *CURRENT SURVEY CONTROL
 CS0017  ___________________________________________________________________
 CS0017* NAD 83(1986)-  32 59 53.     (N)    096 27 57.     (W)     SCALED    
 CS0017* NAVD 88     -       134.850  (meters)     442.42   (feet)  ADJUSTED  
 CS0017  ___________________________________________________________________
 CS0017  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0017  DYNAMIC HT  -         134.703 (meters)     441.94  (feet)  COMP
 CS0017  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 CS0017
 CS0017  VERT ORDER  -  SECOND    CLASS 0
 CS0017
 CS0017.The horizontal coordinates were scaled from a topographic map and have
 CS0017.an estimated accuracy of +/- 6 seconds.
 CS0017
 CS0017.The orthometric height was determined by differential leveling
 CS0017.and adjusted by the National Geodetic Survey in June 1991..
 CS0017
 CS0017.The geoid height was determined by GEOID03.
 CS0017
 CS0017.The dynamic height is computed by dividing the NAVD 88
 CS0017.geopotential number by the normal gravity value computed on the
 CS0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0017.degrees latitude (g = 980.6199 gals.).
 CS0017
 CS0017.The modeled gravity was interpolated from observed gravity values.
 CS0017
 CS0017;                    North         East    Units  Estimated Accuracy
 CS0017;SPC TXNC     - 2,149,480.      790,070.      MT  (+/- 180 meters Scaled)
 CS0017
 CS0017                          SUPERSEDED SURVEY CONTROL
 CS0017
 CS0017  NGVD 29 (??/??/92)  134.869  (m)          442.48   (f) ADJ UNCH    2 0
 CS0017
 CS0017.Superseded values are not recommended for survey control.
 CS0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0017.See file dsdata.txt to determine how the superseded data were derived.
 CS0017
 CS0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB367539(NAD 83)
 CS0017_MARKER: DB = BENCH MARK DISK
 CS0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0017_STAMPING: R 925 1946
 CS0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0017+STABILITY: SURFACE MOTION
 CS0017
 CS0017  HISTORY     - Date     Condition        Report By
 CS0017  HISTORY     - 1946     MONUMENTED       CGS
 CS0017  HISTORY     - 1958     GOOD             USGS
 CS0017  HISTORY     - 19920824 MARK NOT FOUND   USPSQD
 CS0017
 CS0017                          STATION DESCRIPTION
 CS0017
 CS0017'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0017'4.6 MI N FROM LAVON.
 CS0017'IN ROCKWALL COUNTY, 4.6 MILES NORTH OF THE COURTHOUSE ALONG FARM ROAD
 CS0017'205, AT LAVON, COLLIN COUNTY, 1.6 MILES SOUTHWEST OF THE ST. LOUIS AND
 CS0017'SOUTHWESTERN RAILROAD CROSSING ALONG STATE HIGHWAY 78, THENCE 1.8
 CS0017'MILES SOUTH ALONG FARM ROAD 205, 375 FEET WEST OF THE CROSSROADS, 11
 CS0017'FEET SOUTH, 20 FEET WEST AND 0.3 FEET LOWER THAN THE INTERSECTION OF
 CS0017'AN EAST-WEST DIRT ROAD AND AN ABANDONED ROAD SOUTH, AND 19 FEET NORTH
 CS0017'OF A POWER POLE.  A STANDARD DISK, STAMPED R 925 1946 AND SET IN THE
 CS0017'TOP OF A CONCRETE PROJECTING 0.5 FEET.
 CS0017
 CS0017                          STATION RECOVERY (1992)
 CS0017
 CS0017'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0139 ***********************************************************************
 DN0139  DESIGNATION -  R 926
 DN0139  PID         -  DN0139
 DN0139  STATE/COUNTY-  TX/HUNT
 DN0139  USGS QUAD   -  GREENVILLE SW (1962)
 DN0139
 DN0139                         *CURRENT SURVEY CONTROL
 DN0139  ___________________________________________________________________
 DN0139* NAD 83(1986)-  33 04 19.     (N)    096 13 04.     (W)     SCALED    
 DN0139* NAVD 88     -       166.983  (meters)     547.84   (feet)  ADJUSTED  
 DN0139  ___________________________________________________________________
 DN0139  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DN0139  DYNAMIC HT  -         166.801 (meters)     547.25  (feet)  COMP
 DN0139  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 DN0139
 DN0139  VERT ORDER  -  FIRST     CLASS II
 DN0139
 DN0139.The horizontal coordinates were scaled from a topographic map and have
 DN0139.an estimated accuracy of +/- 6 seconds.
 DN0139
 DN0139.The orthometric height was determined by differential leveling
 DN0139.and adjusted by the National Geodetic Survey in June 1991..
 DN0139.WARNING-Repeat measurements at this control monument indicate possible
 DN0139.vertical movement.
 DN0139
 DN0139.The geoid height was determined by GEOID03.
 DN0139
 DN0139.The dynamic height is computed by dividing the NAVD 88
 DN0139.geopotential number by the normal gravity value computed on the
 DN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0139.degrees latitude (g = 980.6199 gals.).
 DN0139
 DN0139.The modeled gravity was interpolated from observed gravity values.
 DN0139
 DN0139;                    North         East    Units  Estimated Accuracy
 DN0139;SPC TXNC     - 2,158,150.      813,060.      MT  (+/- 180 meters Scaled)
 DN0139
 DN0139                          SUPERSEDED SURVEY CONTROL
 DN0139
 DN0139  NGVD 29 (??/??/92)  166.979  (m)          547.83   (f) ADJ UNCH    1 2
 DN0139
 DN0139.Superseded values are not recommended for survey control.
 DN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0139.See file dsdata.txt to determine how the superseded data were derived.
 DN0139
 DN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB597627(NAD 83)
 DN0139_MARKER: DB = BENCH MARK DISK
 DN0139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0139_SP_SET: HEADWALL
 DN0139_STAMPING: R 926 1946
 DN0139_MARK LOGO: CGS   
 DN0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0139+STABILITY: SURFACE MOTION
 DN0139
 DN0139  HISTORY     - Date     Condition        Report By
 DN0139  HISTORY     - 1946     MONUMENTED       CGS
 DN0139  HISTORY     - 1986     GOOD             NGS
 DN0139  HISTORY     - 19940422 GOOD             USPSQD
 DN0139
 DN0139                          STATION DESCRIPTION
 DN0139
 DN0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0139'0.8 MI NE FROM CADDO MILLS.
 DN0139'0.8 MILE NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0139'THE STATION AT CADDO MILLS.  4 POLES NORTH OF MILE POST 721, 12.7 FEET
 DN0139'WEST OF THE WEST RAIL, 3 FEET BELOW THE LEVEL OF THE TRACK.  A BRONZE
 DN0139'DISK SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A
 DN0139'CONCRETE RAILROAD CULVERT.
 DN0139
 DN0139                          STATION RECOVERY (1986)
 DN0139
 DN0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0139'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 1.3 KM (0.8
 DN0139'MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH FARM
 DN0139'ROAD 36 IN CADDO MILLS, IN THE NORTHEAST END OF THE NORTHWEST CONCRETE
 DN0139'HEADWALL OF A BOX CULVERT UNDER THE MISSOURI KANSAS TEXAS RAILROAD,
 DN0139'62.8 M (206.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.9 M
 DN0139'(12.8 FT) NORTHWEST OF THE NEAR RAIL, AND 0.1 M (0.3 FT) SOUTHWEST OF
 DN0139'THE NORTHEAST END OF THE HEADWALL.
 DN0139'THE MARK IS 1.6 M BELOW THE TRACKS.
 DN0139
 DN0139                          STATION RECOVERY (1994)
 DN0139
 DN0139'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0180 ***********************************************************************
 DN0180  DESIGNATION -  R 927
 DN0180  PID         -  DN0180
 DN0180  STATE/COUNTY-  TX/HUNT
 DN0180  USGS QUAD   -  GREENVILLE SW (1962)
 DN0180
 DN0180                         *CURRENT SURVEY CONTROL
 DN0180  ___________________________________________________________________
 DN0180* NAD 83(1986)-  33 01 15.     (N)    096 12 11.     (W)     SCALED    
 DN0180* NAVD 88     -       156.159  (meters)     512.33   (feet)  ADJUSTED  
 DN0180  ___________________________________________________________________
 DN0180  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0180  DYNAMIC HT  -         155.988 (meters)     511.77  (feet)  COMP
 DN0180  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 DN0180
 DN0180  VERT ORDER  -  SECOND    CLASS 0
 DN0180
 DN0180.The horizontal coordinates were scaled from a topographic map and have
 DN0180.an estimated accuracy of +/- 6 seconds.
 DN0180
 DN0180.The orthometric height was determined by differential leveling
 DN0180.and adjusted by the National Geodetic Survey in June 1991..
 DN0180
 DN0180.The geoid height was determined by GEOID03.
 DN0180
 DN0180.The dynamic height is computed by dividing the NAVD 88
 DN0180.geopotential number by the normal gravity value computed on the
 DN0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0180.degrees latitude (g = 980.6199 gals.).
 DN0180
 DN0180.The modeled gravity was interpolated from observed gravity values.
 DN0180
 DN0180;                    North         East    Units  Estimated Accuracy
 DN0180;SPC TXNC     - 2,152,510.      814,560.      MT  (+/- 180 meters Scaled)
 DN0180
 DN0180                          SUPERSEDED SURVEY CONTROL
 DN0180
 DN0180  NGVD 29 (??/??/92)  156.14   (m)          512.3    (f) COMPUTED    2 0
 DN0180
 DN0180.Superseded values are not recommended for survey control.
 DN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0180.See file dsdata.txt to determine how the superseded data were derived.
 DN0180
 DN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB612570(NAD 83)
 DN0180_MARKER: DB = BENCH MARK DISK
 DN0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0180_STAMPING: R 927 1946
 DN0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0180+STABILITY: SURFACE MOTION
 DN0180
 DN0180  HISTORY     - Date     Condition        Report By
 DN0180  HISTORY     - 1946     MONUMENTED       CGS
 DN0180  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0180
 DN0180                          STATION DESCRIPTION
 DN0180
 DN0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0180'4.0 MI SE FROM CADDO MILLS.
 DN0180'4.0 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE CITY WATER TOWER AT
 DN0180'CADDO MILLS, 74.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 DN0180'FARMHOUSE, 19.3 FEET EAST OF THE CENTERLINE OF A PRIVATE ENTRANCE TO
 DN0180'THE FARMHOUSE, 31 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 DN0180'NORTH OF A GARDEN FENCE, AND 3.4 FEET EAST OF A WHITE WOODEN WITNESS
 DN0180'POST.  A STANDARD DISK, STAMPED R 927 1946 AND SET IN THE TOP OF A
 DN0180'CONCRETE POST.
 DN0180
 DN0180                          STATION RECOVERY (1994)
 DN0180
 DN0180'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0189 ***********************************************************************
 DN0189  DESIGNATION -  R 928
 DN0189  PID         -  DN0189
 DN0189  STATE/COUNTY-  TX/COLLIN
 DN0189  USGS QUAD   -  CULLEOKA (1973)
 DN0189
 DN0189                         *CURRENT SURVEY CONTROL
 DN0189  ___________________________________________________________________
 DN0189* NAD 83(1986)-  33 10 26.     (N)    096 25 18.     (W)     SCALED    
 DN0189* NAVD 88     -       147.918  (meters)     485.29   (feet)  ADJUSTED  
 DN0189  ___________________________________________________________________
 DN0189  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN0189  DYNAMIC HT  -         147.757 (meters)     484.77  (feet)  COMP
 DN0189  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 DN0189
 DN0189  VERT ORDER  -  SECOND    CLASS 0
 DN0189
 DN0189.The horizontal coordinates were scaled from a topographic map and have
 DN0189.an estimated accuracy of +/- 6 seconds.
 DN0189
 DN0189.The orthometric height was determined by differential leveling
 DN0189.and adjusted by the National Geodetic Survey in June 1991..
 DN0189
 DN0189.The geoid height was determined by GEOID03.
 DN0189
 DN0189.The dynamic height is computed by dividing the NAVD 88
 DN0189.geopotential number by the normal gravity value computed on the
 DN0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0189.degrees latitude (g = 980.6199 gals.).
 DN0189
 DN0189.The modeled gravity was interpolated from observed gravity values.
 DN0189
 DN0189;                    North         East    Units  Estimated Accuracy
 DN0189;SPC TXNC     - 2,169,050.      793,810.      MT  (+/- 180 meters Scaled)
 DN0189
 DN0189                          SUPERSEDED SURVEY CONTROL
 DN0189
 DN0189  NGVD 29 (??/??/92)  147.931  (m)          485.34   (f) ADJ UNCH    2 0
 DN0189
 DN0189.Superseded values are not recommended for survey control.
 DN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0189.See file dsdata.txt to determine how the superseded data were derived.
 DN0189
 DN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB404735(NAD 83)
 DN0189_MARKER: DB = BENCH MARK DISK
 DN0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0189_STAMPING: R 928 1946
 DN0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0189+STABILITY: SURFACE MOTION
 DN0189
 DN0189  HISTORY     - Date     Condition        Report By
 DN0189  HISTORY     - 1946     MONUMENTED       CGS
 DN0189  HISTORY     - 1960     MARK NOT FOUND   USGS
 DN0189  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0189  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0189
 DN0189                          STATION DESCRIPTION
 DN0189
 DN0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0189'4.6 MI W FROM FARMERSVILLE.
 DN0189'4.6 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED LOUISIANA,
 DN0189'ARKANSAS AND TEXAS RAILWAY FROM THE POST OFFICE AT FARMERSVILLE,
 DN0189'COLLIN COUNTY, NEAR THE POINT WHERE A GRAVEL ROAD CROSSES THE OLD
 DN0189'ROADBED, 97 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 17 FEET
 DN0189'SOUTHEAST OF THE CENTERLINE OF THE OLD ROADBED, 6 FEET NORTHWEST OF
 DN0189'POLE 170, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 DN0189'DISK, STAMPED R 928 1946 AND SET IN THE TOP OF A CONCRETE POST.
 DN0189
 DN0189                          STATION RECOVERY (1960)
 DN0189
 DN0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN0189'MARK NOT FOUND.
 DN0189
 DN0189                          STATION RECOVERY (1994)
 DN0189
 DN0189'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0189'MARK NOT FOUND.
 DN0189
 DN0189                          STATION RECOVERY (2005)
 DN0189
 DN0189'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0076 ***********************************************************************
 CS0076  DESIGNATION -  R 929
 CS0076  PID         -  CS0076
 CS0076  STATE/COUNTY-  TX/ROCKWALL
 CS0076  USGS QUAD   -  FORNEY NORTH (1973)
 CS0076
 CS0076                         *CURRENT SURVEY CONTROL
 CS0076  ___________________________________________________________________
 CS0076* NAD 83(1986)-  32 49 57.     (N)    096 24 19.     (W)     SCALED    
 CS0076* NAVD 88     -       163.577  (meters)     536.67   (feet)  ADJUSTED  
 CS0076  ___________________________________________________________________
 CS0076  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0076  DYNAMIC HT  -         163.397 (meters)     536.08  (feet)  COMP
 CS0076  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CS0076
 CS0076  VERT ORDER  -  SECOND    CLASS 0
 CS0076
 CS0076.The horizontal coordinates were scaled from a topographic map and have
 CS0076.an estimated accuracy of +/- 6 seconds.
 CS0076
 CS0076.The orthometric height was determined by differential leveling
 CS0076.and adjusted by the National Geodetic Survey in June 1991..
 CS0076
 CS0076.The geoid height was determined by GEOID03.
 CS0076
 CS0076.The dynamic height is computed by dividing the NAVD 88
 CS0076.geopotential number by the normal gravity value computed on the
 CS0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0076.degrees latitude (g = 980.6199 gals.).
 CS0076
 CS0076.The modeled gravity was interpolated from observed gravity values.
 CS0076
 CS0076;                    North         East    Units  Estimated Accuracy
 CS0076;SPC TXNC     - 2,131,230.      796,090.      MT  (+/- 180 meters Scaled)
 CS0076
 CS0076                          SUPERSEDED SURVEY CONTROL
 CS0076
 CS0076  NGVD 29 (??/??/92)  163.591  (m)          536.71   (f) ADJ UNCH    2 0
 CS0076
 CS0076.Superseded values are not recommended for survey control.
 CS0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0076.See file dsdata.txt to determine how the superseded data were derived.
 CS0076
 CS0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB428357(NAD 83)
 CS0076_MARKER: DB = BENCH MARK DISK
 CS0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0076_STAMPING: R 929 1946
 CS0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0076+STABILITY: SURFACE MOTION
 CS0076
 CS0076  HISTORY     - Date     Condition        Report By
 CS0076  HISTORY     - 1946     MONUMENTED       CGS
 CS0076  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CS0076  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS0076
 CS0076                          STATION DESCRIPTION
 CS0076
 CS0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0076'2.8 MI SW FROM CHISHOLM.
 CS0076'2.8 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CS0076'CHISHOLM, 66 FEET NORTH OF A STEEL WINDMOTOR TOWER, AT A ROAD
 CS0076'JUNCTION, 38 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CS0076'NORTHEAST-AND-SOUTHWEST ROAD, 19 FEET SOUTHWEST OF THE CENTERLINE OF
 CS0076'THE NORTHWEST-AND-SOUTHEAST ROAD, 8 FEET SOUTHEAST OF THE SOUTHEAST
 CS0076'END OF A WOODEN GATE, 4 FEET SOUTHWEST OF ANOTHER WOODEN GATE, AND 2
 CS0076'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 CS0076'STAMPED R 929 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS0076
 CS0076                          STATION RECOVERY (1987)
 CS0076
 CS0076'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 CS0076'MARK NOT FOUND.
 CS0076
 CS0076                          STATION RECOVERY (2005)
 CS0076
 CS0076'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0032 ***********************************************************************
 AJ0032  DESIGNATION -  R 93
 AJ0032  PID         -  AJ0032
 AJ0032  STATE/COUNTY-  TX/DUVAL
 AJ0032  USGS QUAD   -  SAN DIEGO (1963)
 AJ0032
 AJ0032                         *CURRENT SURVEY CONTROL
 AJ0032  ___________________________________________________________________
 AJ0032* NAD 83(1986)-  27 45 55.     (N)    098 14 08.     (W)     SCALED    
 AJ0032* NAVD 88     -        93.564  (meters)     306.97   (feet)  ADJUSTED  
 AJ0032  ___________________________________________________________________
 AJ0032  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AJ0032  DYNAMIC HT  -          93.419 (meters)     306.49  (feet)  COMP
 AJ0032  MODELED GRAV-     979,095.3   (mgal)                       NAVD 88
 AJ0032
 AJ0032  VERT ORDER  -  FIRST     CLASS II
 AJ0032
 AJ0032.The horizontal coordinates were scaled from a topographic map and have
 AJ0032.an estimated accuracy of +/- 6 seconds.
 AJ0032
 AJ0032.The orthometric height was determined by differential leveling
 AJ0032.and adjusted by the National Geodetic Survey in June 1991..
 AJ0032
 AJ0032.The geoid height was determined by GEOID03.
 AJ0032
 AJ0032.The dynamic height is computed by dividing the NAVD 88
 AJ0032.geopotential number by the normal gravity value computed on the
 AJ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0032.degrees latitude (g = 980.6199 gals.).
 AJ0032
 AJ0032.The modeled gravity was interpolated from observed gravity values.
 AJ0032
 AJ0032;                    North         East    Units  Estimated Accuracy
 AJ0032;SPC TX S     - 5,232,540.      326,070.      MT  (+/- 180 meters Scaled)
 AJ0032
 AJ0032                          SUPERSEDED SURVEY CONTROL
 AJ0032
 AJ0032  NGVD 29 (??/??/92)   93.646  (m)          307.24   (f) ADJ UNCH    1 2
 AJ0032
 AJ0032.Superseded values are not recommended for survey control.
 AJ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0032.See file dsdata.txt to determine how the superseded data were derived.
 AJ0032
 AJ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR753714(NAD 83)
 AJ0032_MARKER: DB = BENCH MARK DISK
 AJ0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0032_SP_SET: CONCRETE BASE
 AJ0032_STAMPING: R 93 1932
 AJ0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0032
 AJ0032  HISTORY     - Date     Condition        Report By
 AJ0032  HISTORY     - 1932     MONUMENTED       CGS
 AJ0032  HISTORY     - 1942     GOOD             NGS
 AJ0032  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0032
 AJ0032                          STATION DESCRIPTION
 AJ0032
 AJ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0032'IN SAN DIEGO.
 AJ0032'BENCH MARK IS ABOUT 500.0 FEET EAST OF THE MISSOURI PACIFIC RAILROAD
 AJ0032'STATION AT SAN DIEGO, ABOUT 165.0 FEET SOUTH OF THE CENTERLINE OF THE
 AJ0032'MAIN TRACK AND SET HORIZONTALLY IN THE TOP OF CONCRETE BASE FOR WATER
 AJ0032'TANK AT A COTTON GIN.  A STD. DISK SET IN DRILL HOLE.
 AJ0032
 AJ0032                          STATION RECOVERY (1963)
 AJ0032
 AJ0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1354 ***********************************************************************
 CS1354  DESIGNATION -  R 930
 CS1354  PID         -  CS1354
 CS1354  STATE/COUNTY-  TX/DALLAS
 CS1354  USGS QUAD   -  MESQUITE (1973)
 CS1354
 CS1354                         *CURRENT SURVEY CONTROL
 CS1354  ___________________________________________________________________
 CS1354* NAD 83(1986)-  32 50 54.     (N)    096 34 09.     (W)     SCALED    
 CS1354* NAVD 88     -       152.617  (meters)     500.71   (feet)  ADJUSTED  
 CS1354  ___________________________________________________________________
 CS1354  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CS1354  DYNAMIC HT  -         152.449 (meters)     500.16  (feet)  COMP
 CS1354  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 CS1354
 CS1354  VERT ORDER  -  SECOND    CLASS 0
 CS1354
 CS1354.The horizontal coordinates were scaled from a topographic map and have
 CS1354.an estimated accuracy of +/- 6 seconds.
 CS1354
 CS1354.The orthometric height was determined by differential leveling
 CS1354.and adjusted by the National Geodetic Survey in June 1991..
 CS1354
 CS1354.The geoid height was determined by GEOID03.
 CS1354
 CS1354.The dynamic height is computed by dividing the NAVD 88
 CS1354.geopotential number by the normal gravity value computed on the
 CS1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1354.degrees latitude (g = 980.6199 gals.).
 CS1354
 CS1354.The modeled gravity was interpolated from observed gravity values.
 CS1354
 CS1354;                    North         East    Units  Estimated Accuracy
 CS1354;SPC TXNC     - 2,132,700.      780,720.      MT  (+/- 180 meters Scaled)
 CS1354
 CS1354                          SUPERSEDED SURVEY CONTROL
 CS1354
 CS1354  NGVD 29 (??/??/92)  152.631  (m)          500.76   (f) ADJ UNCH    2 0
 CS1354
 CS1354.Superseded values are not recommended for survey control.
 CS1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1354.See file dsdata.txt to determine how the superseded data were derived.
 CS1354
 CS1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB274370(NAD 83)
 CS1354_MARKER: DB = BENCH MARK DISK
 CS1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1354_STAMPING: R 930 1946
 CS1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1354+STABILITY: SURFACE MOTION
 CS1354
 CS1354  HISTORY     - Date     Condition        Report By
 CS1354  HISTORY     - 1946     MONUMENTED       CGS
 CS1354  HISTORY     - 1958     GOOD             NGS
 CS1354  HISTORY     - 19910626 MARK NOT FOUND   USPSQD
 CS1354
 CS1354                          STATION DESCRIPTION
 CS1354
 CS1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1354'1.2 MI SE FROM ROSE HILL.
 CS1354'1.2 MILES SOUTHEAST OF THE GENERAL STORE AND CROSS-ROADS IN ROSE HILL,
 CS1354'0.1 MILE SOUTHEAST OF HIGHWAY 67 EXPRESSWAY AND THE LAZY-S MOTEL. IT
 CS1354'IS ABOUT 50 YARDS WEST, SOUTHWEST OF THE J.L.ANDERSON STORE AT THE T
 CS1354'JUNCTION OF LYONS ROAD LEADING NORTH AND SOUTH AND BOBTOWN ROAD
 CS1354'LEADING EAST.  A STANDARD DISK STAMPED R 930 1946 IN A CONCRETE POST
 CS1354'PROJECTING 3 INCHES, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE OF
 CS1354'LYONS ROAD, 3 FEET SOUTH OF THE PROJECTION OF THE CENTERLINE OF
 CS1354'BOBTOWN AND 40 FEET SOUTH OF A BRACED POWER POLE.
 CS1354
 CS1354                          STATION RECOVERY (1991)
 CS1354
 CS1354'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1720 ***********************************************************************
 CS1720  DESIGNATION -  R 932 RESET 1951
 CS1720  PID         -  CS1720
 CS1720  STATE/COUNTY-  TX/TARRANT
 CS1720  USGS QUAD   -  FORT WORTH (1981)
 CS1720
 CS1720                         *CURRENT SURVEY CONTROL
 CS1720  ___________________________________________________________________
 CS1720* NAD 83(1986)-  32 42 21.     (N)    097 18 14.     (W)     SCALED    
 CS1720* NAVD 88     -       174.60   (+/-2cm)     572.8    (feet)  VERTCON   
 CS1720  ___________________________________________________________________
 CS1720  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CS1720
 CS1720  VERT ORDER  -  THIRD (See Below)
 CS1720
 CS1720.The horizontal coordinates were scaled from a topographic map and have
 CS1720.an estimated accuracy of +/- 6 seconds.
 CS1720
 CS1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1720.The vertical order pertains to the NGVD 29 superseded value.
 CS1720
 CS1720.The geoid height was determined by GEOID03.
 CS1720
 CS1720;                    North         East    Units  Estimated Accuracy
 CS1720;SPC TXNC     - 2,115,870.      712,140.      MT  (+/- 180 meters Scaled)
 CS1720
 CS1720                          SUPERSEDED SURVEY CONTROL
 CS1720
 CS1720  NGVD 29 (01/29/03)  174.60   (m)          572.8    (f) RESET       3  
 CS1720
 CS1720.Superseded values are not recommended for survey control.
 CS1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1720.See file dsdata.txt to determine how the superseded data were derived.
 CS1720
 CS1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB589199(NAD 83)
 CS1720_MARKER: DB = BENCH MARK DISK
 CS1720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1720_SP_SET: PIER
 CS1720_STAMPING: R 932 RESET 1951 572.823
 CS1720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1720
 CS1720  HISTORY     - Date     Condition        Report By
 CS1720  HISTORY     - 1951     MONUMENTED       CGS
 CS1720  HISTORY     - 1956     GOOD             NGS
 CS1720  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS1720  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1720
 CS1720                          STATION DESCRIPTION
 CS1720
 CS1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1720'IN FORT WORTH.
 CS1720'ABOUT 3.8 MILES SOUTHEAST FROM THE COUNTY COURT HOUSE AT FORT WORTH,
 CS1720'AT THE INTERSECTION OF EAST BERRY AND RIVERSIDE DRIVE, IN THE
 CS1720'NORTHWEST POINT OF THE INTERSECTION, AT THE SOUTHEAST CORNER OF A
 CS1720'SERVICE STATION AND IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE
 CS1720'PIER WHICH IS THE BASE OF A LARGE LIGHT POST, A DISK STAMPED R 932
 CS1720'RESET 1951 572.823.
 CS1720
 CS1720                          STATION RECOVERY (1966)
 CS1720
 CS1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1720'MARK NOT FOUND.
 CS1720
 CS1720                          STATION RECOVERY (1989)
 CS1720
 CS1720'RECOVERY NOTE BY US POWER SQUADRON 1989 (RW)
 CS1720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0089 ***********************************************************************
 BZ0089  DESIGNATION -  R 933
 BZ0089  PID         -  BZ0089
 BZ0089  STATE/COUNTY-  TX/FREESTONE
 BZ0089  USGS QUAD   -  TEAGUE SOUTH (1982)
 BZ0089
 BZ0089                         *CURRENT SURVEY CONTROL
 BZ0089  ___________________________________________________________________
 BZ0089* NAD 83(1986)-  31 35 17.     (N)    096 17 09.     (W)     SCALED    
 BZ0089* NAVD 88     -       135.946  (meters)     446.02   (feet)  ADJUSTED  
 BZ0089  ___________________________________________________________________
 BZ0089  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 BZ0089  DYNAMIC HT  -         135.782 (meters)     445.48  (feet)  COMP
 BZ0089  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 BZ0089
 BZ0089  VERT ORDER  -  SECOND    CLASS 0
 BZ0089
 BZ0089.The horizontal coordinates were scaled from a topographic map and have
 BZ0089.an estimated accuracy of +/- 6 seconds.
 BZ0089
 BZ0089.The orthometric height was determined by differential leveling
 BZ0089.and adjusted by the National Geodetic Survey in June 1991..
 BZ0089
 BZ0089.The geoid height was determined by GEOID03.
 BZ0089
 BZ0089.The dynamic height is computed by dividing the NAVD 88
 BZ0089.geopotential number by the normal gravity value computed on the
 BZ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0089.degrees latitude (g = 980.6199 gals.).
 BZ0089
 BZ0089.The modeled gravity was interpolated from observed gravity values.
 BZ0089
 BZ0089;                    North         East    Units  Estimated Accuracy
 BZ0089;SPC TX C     - 3,219,990.    1,084,050.      MT  (+/- 180 meters Scaled)
 BZ0089
 BZ0089                          SUPERSEDED SURVEY CONTROL
 BZ0089
 BZ0089  NGVD 29 (??/??/92)  135.937  (m)          445.99   (f) ADJ UNCH    2 0
 BZ0089
 BZ0089.Superseded values are not recommended for survey control.
 BZ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0089.See file dsdata.txt to determine how the superseded data were derived.
 BZ0089
 BZ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV575979(NAD 83)
 BZ0089_MARKER: DB = BENCH MARK DISK
 BZ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0089_STAMPING: R 933 1948
 BZ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0089+STABILITY: SURFACE MOTION
 BZ0089
 BZ0089  HISTORY     - Date     Condition        Report By
 BZ0089  HISTORY     - 1948     MONUMENTED       CGS
 BZ0089
 BZ0089                          STATION DESCRIPTION
 BZ0089
 BZ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0089'2.6 MI S FROM TEAGUE.
 BZ0089'2.6 MILES SOUTH ALONG FARM HIGHWAY NO.80 FROM THE JUNCTION WITH U.S.
 BZ0089'HIGHWAY NO.84 AT TEAGUE, 1.05 MILES NORTHWEST OF BENCH MARK Q 933,
 BZ0089'128.8 FEET SOUTHWEST OF AN OPEN TOP WELL, 75.0 FEET SOUTHEAST OF THE
 BZ0089'SITE OF A DESTROYED HOUSE, 44.9 FEET NORTHEAST OF THE NORTHEAST CORNER
 BZ0089'OF A BARN, 43.6 FEET WEST AND ABOUT 1.0 FOOT ABOVE THE CENTER OF THE
 BZ0089'HIGHWAY, 14.4 FEET SOUTH OF A 14 INCH OAK TREE, 1.8 FEET SOUTH OF A
 BZ0089'WITNESS POST, 1.2 FEET EAST OF A BARB WIRE FENCE AND SET IN THE TOP OF
 BZ0089'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0172 ***********************************************************************
 BZ0172  DESIGNATION -  R 934 RESET 1958
 BZ0172  PID         -  BZ0172
 BZ0172  STATE/COUNTY-  TX/FREESTONE
 BZ0172  USGS QUAD   -  FAIRFIELD (1982)
 BZ0172
 BZ0172                         *CURRENT SURVEY CONTROL
 BZ0172  ___________________________________________________________________
 BZ0172* NAD 83(1986)-  31 42 58.     (N)    096 09 55.     (W)     SCALED    
 BZ0172* NAVD 88     -       133.64   (+/-2cm)     438.5    (feet)  VERTCON   
 BZ0172  ___________________________________________________________________
 BZ0172  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0172
 BZ0172  VERT ORDER  -  THIRD (See Below)
 BZ0172
 BZ0172.The horizontal coordinates were scaled from a topographic map and have
 BZ0172.an estimated accuracy of +/- 6 seconds.
 BZ0172
 BZ0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0172.The vertical order pertains to the NGVD 29 superseded value.
 BZ0172
 BZ0172.The geoid height was determined by GEOID03.
 BZ0172
 BZ0172;                    North         East    Units  Estimated Accuracy
 BZ0172;SPC TX C     - 3,234,600.    1,094,950.      MT  (+/- 180 meters Scaled)
 BZ0172
 BZ0172                          SUPERSEDED SURVEY CONTROL
 BZ0172
 BZ0172  NGVD 29 (01/29/03)  133.63   (m)          438.4    (f) RESET       3  
 BZ0172
 BZ0172.Superseded values are not recommended for survey control.
 BZ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0172.See file dsdata.txt to determine how the superseded data were derived.
 BZ0172
 BZ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA686124(NAD 83)
 BZ0172_MARKER: DB = BENCH MARK DISK
 BZ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0172_STAMPING: R 934 RESET 1958
 BZ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0172+STABILITY: SURFACE MOTION
 BZ0172
 BZ0172  HISTORY     - Date     Condition        Report By
 BZ0172  HISTORY     - 1958     MONUMENTED       CGS
 BZ0172  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0172
 BZ0172                          STATION DESCRIPTION
 BZ0172
 BZ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ0172'IN FAIRFIELD.
 BZ0172'ABOUT 0.5 MILE SOUTH FROM THE JUNCTION OF HIGHWAYS NOS.84 AND 75, IN
 BZ0172'THE WEST PART OF FAIRFIELD, ALONG U.S. HIGHWAY NO.75, ABOUT 100 YARDS
 BZ0172'NORTHWEST OF A CONCRETE CULVERT, 18 INCHES WEST OF THE WEST
 BZ0172'RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY AND 3 FEET NORTHWEST OF THE
 BZ0172'NORTH GATE POST AT A GATE LEADING INTO A PASTURE.  IT IS ABOUT 25
 BZ0172'YARDS NORTHEAST OF A POND IN THE PASTURE.  A STANDARD DISK STAMPED R
 BZ0172'934 RESET 1958 IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 BZ0172
 BZ0172                          STATION RECOVERY (2002)
 BZ0172
 BZ0172'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0143 ***********************************************************************
 BZ0143  DESIGNATION -  R 935
 BZ0143  PID         -  BZ0143
 BZ0143  STATE/COUNTY-  TX/FREESTONE
 BZ0143  USGS QUAD   -  FAIRFIELD (1982)
 BZ0143
 BZ0143                         *CURRENT SURVEY CONTROL
 BZ0143  ___________________________________________________________________
 BZ0143* NAD 83(1986)-  31 41 28.     (N)    096 11 46.     (W)     SCALED    
 BZ0143* NAVD 88     -       148.939  (meters)     488.64   (feet)  ADJUSTED  
 BZ0143  ___________________________________________________________________
 BZ0143  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ0143  DYNAMIC HT  -         148.760 (meters)     488.06  (feet)  COMP
 BZ0143  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 BZ0143
 BZ0143  VERT ORDER  -  SECOND    CLASS 0
 BZ0143
 BZ0143.The horizontal coordinates were scaled from a topographic map and have
 BZ0143.an estimated accuracy of +/- 6 seconds.
 BZ0143
 BZ0143.The orthometric height was determined by differential leveling
 BZ0143.and adjusted by the National Geodetic Survey in June 1991..
 BZ0143
 BZ0143.The geoid height was determined by GEOID03.
 BZ0143
 BZ0143.The dynamic height is computed by dividing the NAVD 88
 BZ0143.geopotential number by the normal gravity value computed on the
 BZ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0143.degrees latitude (g = 980.6199 gals.).
 BZ0143
 BZ0143.The modeled gravity was interpolated from observed gravity values.
 BZ0143
 BZ0143;                    North         East    Units  Estimated Accuracy
 BZ0143;SPC TX C     - 3,231,720.    1,092,140.      MT  (+/- 180 meters Scaled)
 BZ0143
 BZ0143                          SUPERSEDED SURVEY CONTROL
 BZ0143
 BZ0143  NGVD 29 (??/??/92)  148.928  (m)          488.61   (f) ADJ UNCH    2 0
 BZ0143
 BZ0143.Superseded values are not recommended for survey control.
 BZ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0143.See file dsdata.txt to determine how the superseded data were derived.
 BZ0143
 BZ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA657096(NAD 83)
 BZ0143_MARKER: DB = BENCH MARK DISK
 BZ0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0143_SP_SET: CULVERT
 BZ0143_STAMPING: R 935 1948
 BZ0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0143
 BZ0143  HISTORY     - Date     Condition        Report By
 BZ0143  HISTORY     - 1948     MONUMENTED       CGS
 BZ0143  HISTORY     - 1956     GOOD             NGS
 BZ0143  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0143
 BZ0143                          STATION DESCRIPTION
 BZ0143
 BZ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0143'3.2 MI SW FROM FAIRFIELD.
 BZ0143'3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY NO.84 FROM THE COURT HOUSE AT
 BZ0143'FAIRFIELD, 74.0 FEET EAST OF THE NORTHEAST CORNER OF A SMALL FRUIT
 BZ0143'ORCHARD, 13.0 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, IN THE TOP
 BZ0143'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT
 BZ0143'AND SET IN A DRILL HOLE.
 BZ0143
 BZ0143                          STATION RECOVERY (1956)
 BZ0143
 BZ0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BZ0143'RECOVERED IN GOOD CONDITION.
 BZ0143
 BZ0143                          STATION RECOVERY (2002)
 BZ0143
 BZ0143'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1469 ***********************************************************************
 BZ1469  DESIGNATION -  R 935 RESET
 BZ1469  PID         -  BZ1469
 BZ1469  STATE/COUNTY-  TX/FREESTONE
 BZ1469  USGS QUAD   -  FAIRFIELD (1982)
 BZ1469
 BZ1469                         *CURRENT SURVEY CONTROL
 BZ1469  ___________________________________________________________________
 BZ1469* NAD 83(1986)-  31 41 28.     (N)    096 11 46.     (W)     SCALED    
 BZ1469* NAVD 88     -       148.24   (meters)     486.4    (feet)  RESET     
 BZ1469  ___________________________________________________________________
 BZ1469  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ1469
 BZ1469  VERT ORDER  -  THIRD
 BZ1469
 BZ1469.The horizontal coordinates were scaled from a topographic map and have
 BZ1469.an estimated accuracy of +/- 6 seconds.
 BZ1469
 BZ1469.The orthometric height was computed from unverified reset data.
 BZ1469
 BZ1469.The geoid height was determined by GEOID03.
 BZ1469
 BZ1469;                    North         East    Units  Estimated Accuracy
 BZ1469;SPC TX C     - 3,231,720.    1,092,140.      MT  (+/- 180 meters Scaled)
 BZ1469
 BZ1469                          SUPERSEDED SURVEY CONTROL
 BZ1469
 BZ1469  NGVD 29 (01/29/03)  148.23   (m)          486.3    (f) RESET       3  
 BZ1469
 BZ1469.Superseded values are not recommended for survey control.
 BZ1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1469.See file dsdata.txt to determine how the superseded data were derived.
 BZ1469
 BZ1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA657096(NAD 83)
 BZ1469_MARKER: DB = BENCH MARK DISK
 BZ1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1469_SP_SET: CONCRETE POST
 BZ1469_STAMPING: R 935 RESET 1956
 BZ1469_MARK LOGO: CGS   
 BZ1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1469+STABILITY: SURFACE MOTION
 BZ1469
 BZ1469  HISTORY     - Date     Condition        Report By
 BZ1469  HISTORY     - 1956     MONUMENTED       CGS
 BZ1469
 BZ1469                          STATION DESCRIPTION
 BZ1469
 BZ1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BZ1469'3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 84, FROM THE COURT HOUSE IN
 BZ1469'FAIRFIELD, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY,
 BZ1469'50 YARDS NORTH OF A CONCRETE CULVERT AND ALONG THE EAST EDGE OF OPEN
 BZ1469'PASTURE LAND, PROJECTING ABOUT 1 INCH, AND 1 FOOT NORTH OF A POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0053 ***********************************************************************
 BZ0053  DESIGNATION -  R 936
 BZ0053  PID         -  BZ0053
 BZ0053  STATE/COUNTY-  TX/FREESTONE
 BZ0053  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0053
 BZ0053                         *CURRENT SURVEY CONTROL
 BZ0053  ___________________________________________________________________
 BZ0053* NAD 83(1986)-  31 44 54.     (N)    096 16 07.     (W)     SCALED    
 BZ0053* NAVD 88     -       136.957  (meters)     449.33   (feet)  ADJUSTED  
 BZ0053  ___________________________________________________________________
 BZ0053  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ0053  DYNAMIC HT  -         136.794 (meters)     448.80  (feet)  COMP
 BZ0053  MODELED GRAV-     979,449.5   (mgal)                       NAVD 88
 BZ0053
 BZ0053  VERT ORDER  -  SECOND    CLASS 0
 BZ0053
 BZ0053.The horizontal coordinates were scaled from a topographic map and have
 BZ0053.an estimated accuracy of +/- 6 seconds.
 BZ0053
 BZ0053.The orthometric height was determined by differential leveling
 BZ0053.and adjusted by the National Geodetic Survey in June 1991..
 BZ0053
 BZ0053.The geoid height was determined by GEOID03.
 BZ0053
 BZ0053.The dynamic height is computed by dividing the NAVD 88
 BZ0053.geopotential number by the normal gravity value computed on the
 BZ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0053.degrees latitude (g = 980.6199 gals.).
 BZ0053
 BZ0053.The modeled gravity was interpolated from observed gravity values.
 BZ0053
 BZ0053;                    North         East    Units  Estimated Accuracy
 BZ0053;SPC TX C     - 3,237,810.    1,085,040.      MT  (+/- 180 meters Scaled)
 BZ0053
 BZ0053                          SUPERSEDED SURVEY CONTROL
 BZ0053
 BZ0053  NGVD 29 (??/??/92)  136.946  (m)          449.30   (f) ADJ UNCH    2 0
 BZ0053
 BZ0053.Superseded values are not recommended for survey control.
 BZ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0053.See file dsdata.txt to determine how the superseded data were derived.
 BZ0053
 BZ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA587157(NAD 83)
 BZ0053_MARKER: DB = BENCH MARK DISK
 BZ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0053_STAMPING: R 936 1948
 BZ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0053+STABILITY: SURFACE MOTION
 BZ0053
 BZ0053  HISTORY     - Date     Condition        Report By
 BZ0053  HISTORY     - 1948     MONUMENTED       CGS
 BZ0053
 BZ0053                          STATION DESCRIPTION
 BZ0053
 BZ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0053'4.30 MI SE FROM KIRVIN.
 BZ0053'0.65 MILE SOUTH ALONG SPUR HIGHWAY NO.156 FROM THE RAILROAD STATION AT
 BZ0053'KIRVIN, THENCE 3.65 MILES EAST ALONG FARM HIGHWAY NO.27, 1.0 MILE WEST
 BZ0053'OF BENCH MARK Q 936, 117.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BZ0053'AN ABANDONED HOUSE, 49.5 FEET NORTH AND ABOUT 1.0 FOOT ABOVE THE
 BZ0053'CENTER OF THE HIGHWAY, 25.9 FEET WEST OF THE CENTER OF A STEEL GATE,
 BZ0053'11.5 FEET EAST OF A FENCE CORNER, 1.8 FEET WEST OF A WITNESS POST, 1.0
 BZ0053'FOOT SOUTH OF A BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST
 BZ0053'WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0688 ***********************************************************************
 BZ0688  DESIGNATION -  R 937
 BZ0688  PID         -  BZ0688
 BZ0688  STATE/COUNTY-  TX/LIMESTONE
 BZ0688  USGS QUAD   -  COOLIDGE (1978)
 BZ0688
 BZ0688                         *CURRENT SURVEY CONTROL
 BZ0688  ___________________________________________________________________
 BZ0688* NAD 83(1986)-  31 46 59.     (N)    096 38 02.     (W)     SCALED    
 BZ0688* NAVD 88     -       154.949  (meters)     508.36   (feet)  ADJUSTED  
 BZ0688  ___________________________________________________________________
 BZ0688  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0688  DYNAMIC HT  -         154.765 (meters)     507.76  (feet)  COMP
 BZ0688  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 BZ0688
 BZ0688  VERT ORDER  -  SECOND    CLASS 0
 BZ0688
 BZ0688.The horizontal coordinates were scaled from a topographic map and have
 BZ0688.an estimated accuracy of +/- 6 seconds.
 BZ0688
 BZ0688.The orthometric height was determined by differential leveling
 BZ0688.and adjusted by the National Geodetic Survey in June 1991..
 BZ0688
 BZ0688.The geoid height was determined by GEOID03.
 BZ0688
 BZ0688.The dynamic height is computed by dividing the NAVD 88
 BZ0688.geopotential number by the normal gravity value computed on the
 BZ0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0688.degrees latitude (g = 980.6199 gals.).
 BZ0688
 BZ0688.The modeled gravity was interpolated from observed gravity values.
 BZ0688
 BZ0688;                    North         East    Units  Estimated Accuracy
 BZ0688;SPC TX C     - 3,240,450.    1,050,320.      MT  (+/- 180 meters Scaled)
 BZ0688
 BZ0688                          SUPERSEDED SURVEY CONTROL
 BZ0688
 BZ0688  NGVD 29 (??/??/92)  154.930  (m)          508.30   (f) ADJ UNCH    2 0
 BZ0688
 BZ0688.Superseded values are not recommended for survey control.
 BZ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0688.See file dsdata.txt to determine how the superseded data were derived.
 BZ0688
 BZ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA240188(NAD 83)
 BZ0688_MARKER: DB = BENCH MARK DISK
 BZ0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0688_STAMPING: R 937 1948
 BZ0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0688+STABILITY: SURFACE MOTION
 BZ0688
 BZ0688  HISTORY     - Date     Condition        Report By
 BZ0688  HISTORY     - 1948     MONUMENTED       CGS
 BZ0688
 BZ0688                          STATION DESCRIPTION
 BZ0688
 BZ0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0688'2.9 MI N FROM COOLIDGE.
 BZ0688'2.9 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE RAILWAY STATION AT
 BZ0688'COOLIDGE, 42.0 FEET SOUTHWEST OF THE CENTER OF AN OPEN TOP WELL, 34.8
 BZ0688'FEET SOUTH OF THE SOUTHWEST CORNER OF AN ABANDONED FARMHOUSE, 34.0
 BZ0688'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET EAST OF A REFERENCE
 BZ0688'POST, 0.9 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BZ0688'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0611 ***********************************************************************
 BZ0611  DESIGNATION -  R 938
 BZ0611  PID         -  BZ0611
 BZ0611  STATE/COUNTY-  TX/LIMESTONE
 BZ0611  USGS QUAD   -  TEHUACANA (1978)
 BZ0611
 BZ0611                         *CURRENT SURVEY CONTROL
 BZ0611  ___________________________________________________________________
 BZ0611* NAD 83(1986)-  31 42 16.     (N)    096 30 43.     (W)     SCALED    
 BZ0611* NAVD 88     -       160.502  (meters)     526.58   (feet)  ADJUSTED  
 BZ0611  ___________________________________________________________________
 BZ0611  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0611  DYNAMIC HT  -         160.310 (meters)     525.95  (feet)  COMP
 BZ0611  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 BZ0611
 BZ0611  VERT ORDER  -  FIRST     CLASS II
 BZ0611
 BZ0611.The horizontal coordinates were scaled from a topographic map and have
 BZ0611.an estimated accuracy of +/- 6 seconds.
 BZ0611
 BZ0611.The orthometric height was determined by differential leveling
 BZ0611.and adjusted by the National Geodetic Survey in June 1991..
 BZ0611.WARNING-Repeat measurements at this control monument indicate possible
 BZ0611.vertical movement.
 BZ0611
 BZ0611.The geoid height was determined by GEOID03.
 BZ0611
 BZ0611.The dynamic height is computed by dividing the NAVD 88
 BZ0611.geopotential number by the normal gravity value computed on the
 BZ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0611.degrees latitude (g = 980.6199 gals.).
 BZ0611
 BZ0611.The modeled gravity was interpolated from observed gravity values.
 BZ0611
 BZ0611;                    North         East    Units  Estimated Accuracy
 BZ0611;SPC TX C     - 3,232,130.    1,062,160.      MT  (+/- 180 meters Scaled)
 BZ0611
 BZ0611                          SUPERSEDED SURVEY CONTROL
 BZ0611
 BZ0611  NGVD 29 (??/??/92)  160.438  (m)          526.37   (f) ADJ UNCH    1 2
 BZ0611
 BZ0611.Superseded values are not recommended for survey control.
 BZ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0611.See file dsdata.txt to determine how the superseded data were derived.
 BZ0611
 BZ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA357103(NAD 83)
 BZ0611_MARKER: DB = BENCH MARK DISK
 BZ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0611_STAMPING: R 938 1948
 BZ0611_PROJECTION: PROJECTING 6 CENTIMETERS
 BZ0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0611+STABILITY: SURFACE MOTION
 BZ0611
 BZ0611  HISTORY     - Date     Condition        Report By
 BZ0611  HISTORY     - 1948     MONUMENTED       CGS
 BZ0611  HISTORY     - 1980     GOOD             NGS
 BZ0611
 BZ0611                          STATION DESCRIPTION
 BZ0611
 BZ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0611'2.33 MI NW FROM MEXIA.
 BZ0611'2.33 MILES NORTHWEST ALONG THE ABANDONED BURLINGTON-ROCK ISLAND
 BZ0611'RAILROAD FROM THE STATION AT MEXIA, IN THE WEST QUARTER OF A PUBLIC
 BZ0611'ROAD CROSSING, 76.0 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD
 BZ0611'RAILROAD BED, 34.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 24.0
 BZ0611'FEET SOUTHWEST OF A TELEPHONE POLE, 1.6 FEET SOUTHEAST OF A FENCE, 1.7
 BZ0611'FEET NORTHEAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 BZ0611'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BZ0611
 BZ0611                          STATION RECOVERY (1980)
 BZ0611
 BZ0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0611'3.1 KM. (1.9 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0611'OF STATE HIGHWAY 14 IN MEXIA, THENCE 0.55 KM. (0.35 MI.) NORTHEAST
 BZ0611'ALONG A PAVED ROAD, AT AN ABANDONED RAILROAD CROSSING, 9.4 M.
 BZ0611'(31.0 FT.) NORTHWEST OF THE CENTERLINE OF THE ROAD, 4.6 M. (15.0 FT.)
 BZ0611'NORTHEAST OF THE CENTER OF A FIELD ROAD AND A WIRE GATE, 6.1 M.
 BZ0611'(20.0 FT.) SOUTHWEST OF THE NORTHWESTERNMOST ONE OF TWO CORNER FENCE
 BZ0611'POSTS, 12.8 M. (42.0 FT.) WEST OF A POWERLINE POLE, 0.3 M. (1.0 FT.)
 BZ0611'NORTHWEST OF A FENCE.
 BZ0611'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 BZ0611'THE MARK IS 0.4 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0668 ***********************************************************************
 BZ0668  DESIGNATION -  R 939
 BZ0668  PID         -  BZ0668
 BZ0668  STATE/COUNTY-  TX/NAVARRO
 BZ0668  USGS QUAD   -  UNION HIGH (1965)
 BZ0668
 BZ0668                         *CURRENT SURVEY CONTROL
 BZ0668  ___________________________________________________________________
 BZ0668* NAD 83(1986)-  31 48 18.     (N)    096 30 01.     (W)     SCALED    
 BZ0668* NAVD 88     -       155.897  (meters)     511.47   (feet)  ADJUSTED  
 BZ0668  ___________________________________________________________________
 BZ0668  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 BZ0668  DYNAMIC HT  -         155.712 (meters)     510.87  (feet)  COMP
 BZ0668  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 BZ0668
 BZ0668  VERT ORDER  -  SECOND    CLASS 0
 BZ0668
 BZ0668.The horizontal coordinates were scaled from a topographic map and have
 BZ0668.an estimated accuracy of +/- 6 seconds.
 BZ0668
 BZ0668.The orthometric height was determined by differential leveling
 BZ0668.and adjusted by the National Geodetic Survey in June 1991..
 BZ0668
 BZ0668.The geoid height was determined by GEOID03.
 BZ0668
 BZ0668.The dynamic height is computed by dividing the NAVD 88
 BZ0668.geopotential number by the normal gravity value computed on the
 BZ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0668.degrees latitude (g = 980.6199 gals.).
 BZ0668
 BZ0668.The modeled gravity was interpolated from observed gravity values.
 BZ0668
 BZ0668;                    North         East    Units  Estimated Accuracy
 BZ0668;SPC TXNC     - 2,017,140.      789,370.      MT  (+/- 180 meters Scaled)
 BZ0668
 BZ0668                          SUPERSEDED SURVEY CONTROL
 BZ0668
 BZ0668  NGVD 29 (??/??/92)  155.878  (m)          511.41   (f) ADJ UNCH    2 0
 BZ0668
 BZ0668.Superseded values are not recommended for survey control.
 BZ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0668.See file dsdata.txt to determine how the superseded data were derived.
 BZ0668
 BZ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA366215(NAD 83)
 BZ0668_MARKER: DB = BENCH MARK DISK
 BZ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0668_STAMPING: R 939 1948
 BZ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0668+STABILITY: SURFACE MOTION
 BZ0668
 BZ0668  HISTORY     - Date     Condition        Report By
 BZ0668  HISTORY     - 1948     MONUMENTED       CGS
 BZ0668  HISTORY     - 20020824 GOOD             USPSQD
 BZ0668
 BZ0668                          STATION DESCRIPTION
 BZ0668
 BZ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0668'2.7 MI NW FROM WORTHAM.
 BZ0668'1.6 MILES WEST ALONG A GRAVELED ROAD FROM THE ASSEMBLY OF GOD CHURCH
 BZ0668'AT THE WEST EDGE OF WORTHAM, THENCE 0.8 MILE NORTH ALONG A GRAVELED
 BZ0668'ROAD, THENCE 0.3 MILE WEST ALONG A GRADED DIRT ROAD, 0.4 MILE EAST OF
 BZ0668'A Y ROAD JUNCTION, 0.3 MILE WEST OF A T ROAD JUNCTION, 172.0 FEET WEST
 BZ0668'OF THE CREST OF A RISE, 142.5 FEET EAST OF THE SOUTH END OF A 36-INCH
 BZ0668'CORRUGATED IRON CULVERT, 26.0 FEET SOUTH OF THE CENTER LINE OF THE
 BZ0668'ROAD, 1.3 FEET EAST OF A REFERENCE POST, 1.0 FOOT SOUTH OF A FENCE,
 BZ0668'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BZ0668'GROUND.  NOTE-- THIS BENCH MARK IS 1.15 MILES WEST ALONG AN ABANDONED
 BZ0668'DIRT ROAD AND A GRADED DIRT ROAD FROM BENCH MARK Q 939.
 BZ0668
 BZ0668                          STATION RECOVERY (2002)
 BZ0668
 BZ0668'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0497 ***********************************************************************
 AJ0497  DESIGNATION -  R 94
 AJ0497  PID         -  AJ0497
 AJ0497  STATE/COUNTY-  TX/WEBB
 AJ0497  USGS QUAD   -  OILTON (1972)
 AJ0497
 AJ0497                         *CURRENT SURVEY CONTROL
 AJ0497  ___________________________________________________________________
 AJ0497* NAD 83(1986)-  27 26 59.     (N)    098 55 21.     (W)     SCALED    
 AJ0497* NAVD 88     -       255.386  (meters)     837.88   (feet)  ADJUSTED  
 AJ0497  ___________________________________________________________________
 AJ0497  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AJ0497  DYNAMIC HT  -         254.976 (meters)     836.53  (feet)  COMP
 AJ0497  MODELED GRAV-     979,037.2   (mgal)                       NAVD 88
 AJ0497
 AJ0497  VERT ORDER  -  FIRST     CLASS II
 AJ0497
 AJ0497.The horizontal coordinates were scaled from a topographic map and have
 AJ0497.an estimated accuracy of +/- 6 seconds.
 AJ0497
 AJ0497.The orthometric height was determined by differential leveling
 AJ0497.and adjusted by the National Geodetic Survey in June 1991..
 AJ0497
 AJ0497.The geoid height was determined by GEOID03.
 AJ0497
 AJ0497.The dynamic height is computed by dividing the NAVD 88
 AJ0497.geopotential number by the normal gravity value computed on the
 AJ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0497.degrees latitude (g = 980.6199 gals.).
 AJ0497
 AJ0497.The modeled gravity was interpolated from observed gravity values.
 AJ0497
 AJ0497;                    North         East    Units  Estimated Accuracy
 AJ0497;SPC TX S     - 5,197,620.      258,240.      MT  (+/- 180 meters Scaled)
 AJ0497
 AJ0497                          SUPERSEDED SURVEY CONTROL
 AJ0497
 AJ0497  NGVD 29 (??/??/92)  255.394  (m)          837.91   (f) ADJ UNCH    1 2
 AJ0497
 AJ0497.Superseded values are not recommended for survey control.
 AJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0497.See file dsdata.txt to determine how the superseded data were derived.
 AJ0497
 AJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR076362(NAD 83)
 AJ0497_MARKER: DB = BENCH MARK DISK
 AJ0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0497_STAMPING: R 94 1933 837.905
 AJ0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0497+STABILITY: SURFACE MOTION
 AJ0497
 AJ0497  HISTORY     - Date     Condition        Report By
 AJ0497  HISTORY     - 1933     MONUMENTED       CGS
 AJ0497  HISTORY     - 1971     MARK NOT FOUND   USGS
 AJ0497
 AJ0497                          STATION DESCRIPTION
 AJ0497
 AJ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0497'3.2 MI E FROM OILTON.
 AJ0497'ON THE TEXAS-MEXICAN RR. AT MILE POST 43.  35 FT. N OF TRACK.
 AJ0497
 AJ0497                          STATION RECOVERY (1971)
 AJ0497
 AJ0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AJ0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0075 ***********************************************************************
 BZ0075  DESIGNATION -  R 940
 BZ0075  PID         -  BZ0075
 BZ0075  STATE/COUNTY-  TX/NAVARRO
 BZ0075  USGS QUAD   -  RICHLAND (1978)
 BZ0075
 BZ0075                         *CURRENT SURVEY CONTROL
 BZ0075  ___________________________________________________________________
 BZ0075* NAD 83(1986)-  31 55 38.     (N)    096 27 19.     (W)     SCALED    
 BZ0075* NAVD 88     -       116.276  (meters)     381.48   (feet)  ADJUSTED  
 BZ0075  ___________________________________________________________________
 BZ0075  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ0075  DYNAMIC HT  -         116.140 (meters)     381.04  (feet)  COMP
 BZ0075  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 BZ0075
 BZ0075  VERT ORDER  -  SECOND    CLASS 0
 BZ0075
 BZ0075.The horizontal coordinates were scaled from a topographic map and have
 BZ0075.an estimated accuracy of +/- 6 seconds.
 BZ0075
 BZ0075.The orthometric height was determined by differential leveling
 BZ0075.and adjusted by the National Geodetic Survey in June 1991..
 BZ0075
 BZ0075.The geoid height was determined by GEOID03.
 BZ0075
 BZ0075.The dynamic height is computed by dividing the NAVD 88
 BZ0075.geopotential number by the normal gravity value computed on the
 BZ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0075.degrees latitude (g = 980.6199 gals.).
 BZ0075
 BZ0075.The modeled gravity was interpolated from observed gravity values.
 BZ0075
 BZ0075;                    North         East    Units  Estimated Accuracy
 BZ0075;SPC TXNC     - 2,030,780.      793,370.      MT  (+/- 180 meters Scaled)
 BZ0075
 BZ0075                          SUPERSEDED SURVEY CONTROL
 BZ0075
 BZ0075  NGVD 29 (??/??/92)  116.263  (m)          381.44   (f) ADJ UNCH    2 0
 BZ0075
 BZ0075.Superseded values are not recommended for survey control.
 BZ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0075.See file dsdata.txt to determine how the superseded data were derived.
 BZ0075
 BZ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA405351(NAD 83)
 BZ0075_MARKER: DB = BENCH MARK DISK
 BZ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0075_STAMPING: R 940 1948
 BZ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0075+STABILITY: SURFACE MOTION
 BZ0075
 BZ0075  HISTORY     - Date     Condition        Report By
 BZ0075  HISTORY     - 1948     MONUMENTED       CGS
 BZ0075  HISTORY     - 20020824 POOR             USPSQD
 BZ0075
 BZ0075                          STATION DESCRIPTION
 BZ0075
 BZ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0075'2.0 MI W FROM RICHLAND.
 BZ0075'1.0 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BZ0075'RICHLAND, THENCE 1.0 MILE NORTHWEST ALONG A GRADED DIRT ROAD, ON THE
 BZ0075'OUTSIDE OF A CURVE WITH TANGENTS LEADING SOUTHWEST AND SOUTHEAST, AT A
 BZ0075'PRIVATE ROAD ENTRANCE, 28.0 FEET WEST OF THE CENTER LINE OF THE
 BZ0075'PRIVATE ROAD, 24.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5.5 FEET
 BZ0075'SOUTHWEST OF A 3-WAY CORNER FENCE POST, 2.0 FEET SOUTH OF A FENCE, 1.6
 BZ0075'FEET EAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 BZ0075'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BZ0075
 BZ0075                          STATION RECOVERY (2002)
 BZ0075
 BZ0075'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 BZ0075'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1878 ***********************************************************************
 CS1878  DESIGNATION -  R 941
 CS1878  PID         -  CS1878
 CS1878  STATE/COUNTY-  TX/TARRANT
 CS1878  USGS QUAD   -  COLLEYVILLE (1981)
 CS1878
 CS1878                         *CURRENT SURVEY CONTROL
 CS1878  ___________________________________________________________________
 CS1878* NAD 83(1986)-  32 58 52.     (N)    097 14 27.     (W)     SCALED    
 CS1878* NAVD 88     -       204.625  (meters)     671.34   (feet)  ADJUSTED  
 CS1878  ___________________________________________________________________
 CS1878  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CS1878  DYNAMIC HT  -         204.386 (meters)     670.56  (feet)  COMP
 CS1878  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 CS1878
 CS1878  VERT ORDER  -  SECOND    CLASS 0
 CS1878
 CS1878.The horizontal coordinates were scaled from a topographic map and have
 CS1878.an estimated accuracy of +/- 6 seconds.
 CS1878
 CS1878.The orthometric height was determined by differential leveling
 CS1878.and adjusted by the National Geodetic Survey in June 1991..
 CS1878
 CS1878.The geoid height was determined by GEOID03.
 CS1878
 CS1878.The dynamic height is computed by dividing the NAVD 88
 CS1878.geopotential number by the normal gravity value computed on the
 CS1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1878.degrees latitude (g = 980.6199 gals.).
 CS1878
 CS1878.The modeled gravity was interpolated from observed gravity values.
 CS1878
 CS1878;                    North         East    Units  Estimated Accuracy
 CS1878;SPC TXNC     - 2,146,460.      717,680.      MT  (+/- 180 meters Scaled)
 CS1878
 CS1878                          SUPERSEDED SURVEY CONTROL
 CS1878
 CS1878  NGVD 29 (??/??/92)  204.612  (m)          671.30   (f) ADJ UNCH    2 0
 CS1878
 CS1878.Superseded values are not recommended for survey control.
 CS1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1878.See file dsdata.txt to determine how the superseded data were derived.
 CS1878
 CS1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB643505(NAD 83)
 CS1878_MARKER: DB = BENCH MARK DISK
 CS1878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1878_SP_SET: CULVERT
 CS1878_STAMPING: R 941 1946
 CS1878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1878
 CS1878  HISTORY     - Date     Condition        Report By
 CS1878  HISTORY     - 1946     MONUMENTED       CGS
 CS1878  HISTORY     - 1959     GOOD             NGS
 CS1878  HISTORY     - 1991     GOOD             USPSQD
 CS1878
 CS1878                          STATION DESCRIPTION
 CS1878
 CS1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1878'1.4 MI SW FROM ROANOKE.
 CS1878'IN TARRANT COUNTY, 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE
 CS1878'TEXAS AND PACIFIC RAILWAY STATION AT ROANOKE, DENTON COUNTY, 81 FEET
 CS1878'WEST OF THE CENTERLINE OF THE HIGHWAY, AT A 6- BY 6-FOOT CONCRETE
 CS1878'CULVERT ON THE TEXAS AND PACIFIC RAILWAY, IN THE TOP OF THE SOUTH END
 CS1878'OF THE EAST HEADWALL, AND 5 FEET HIGHER THAN THE HIGHWAY. A STANDARD
 CS1878'DISK, STAMPED R 941 1946.
 CS1878
 CS1878                          STATION RECOVERY (1991)
 CS1878
 CS1878'RECOVERY NOTE BY US POWER SQUADRON 1991 (SB)
 CS1878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1960 ***********************************************************************
 CS1960  DESIGNATION -  R 942
 CS1960  PID         -  CS1960
 CS1960  STATE/COUNTY-  TX/TARRANT
 CS1960  USGS QUAD   -  COLLEYVILLE (1981)
 CS1960
 CS1960                         *CURRENT SURVEY CONTROL
 CS1960  ___________________________________________________________________
 CS1960* NAD 83(1986)-  32 54 34.     (N)    097 08 10.     (W)     SCALED    
 CS1960* NAVD 88     -       180.628  (meters)     592.61   (feet)  ADJUSTED  
 CS1960  ___________________________________________________________________
 CS1960  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CS1960  DYNAMIC HT  -         180.418 (meters)     591.92  (feet)  COMP
 CS1960  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 CS1960
 CS1960  VERT ORDER  -  SECOND    CLASS 0
 CS1960
 CS1960.The horizontal coordinates were scaled from a topographic map and have
 CS1960.an estimated accuracy of +/- 6 seconds.
 CS1960
 CS1960.The orthometric height was determined by differential leveling
 CS1960.and adjusted by the National Geodetic Survey in June 1991..
 CS1960
 CS1960.The geoid height was determined by GEOID03.
 CS1960
 CS1960.The dynamic height is computed by dividing the NAVD 88
 CS1960.geopotential number by the normal gravity value computed on the
 CS1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1960.degrees latitude (g = 980.6199 gals.).
 CS1960
 CS1960.The modeled gravity was interpolated from observed gravity values.
 CS1960
 CS1960;                    North         East    Units  Estimated Accuracy
 CS1960;SPC TXNC     - 2,138,640.      727,570.      MT  (+/- 180 meters Scaled)
 CS1960
 CS1960                          SUPERSEDED SURVEY CONTROL
 CS1960
 CS1960  NGVD 29 (??/??/92)  180.612  (m)          592.56   (f) ADJ UNCH    2 0
 CS1960
 CS1960.Superseded values are not recommended for survey control.
 CS1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1960.See file dsdata.txt to determine how the superseded data were derived.
 CS1960
 CS1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB743427(NAD 83)
 CS1960_MARKER: DB = BENCH MARK DISK
 CS1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1960_STAMPING: R 942 1946 592.62
 CS1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1960+STABILITY: SURFACE MOTION
 CS1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1960+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2002
 CS1960
 CS1960  HISTORY     - Date     Condition        Report By
 CS1960  HISTORY     - 1946     MONUMENTED       CGS
 CS1960  HISTORY     - 1970     GOOD             NGS
 CS1960  HISTORY     - 20020620 GOOD             INDIV
 CS1960
 CS1960                          STATION DESCRIPTION
 CS1960
 CS1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CS1960'4.05 MI SW FROM GRAPEVINE.
 CS1960'ABOUT 4.05 MILES SOUTHWEST ALONG STATE HIGHWAY 121 FROM THE FIRST
 CS1960'NATIONAL BANK IN GRAPEVINE TO SITE OF BENCH MARK.  AT THE SOUTHWEST
 CS1960'END OF A CURVE IN THE HIGHWAY, 0.1 MILE SOUTH OF A ROAD LEADING WEST
 CS1960'FROM THE HIGHWAY, 102 FEET SOUTHWEST OF A ROAD LEADING EAST FROM THE
 CS1960'HIGHWAY, 54 FEET WEST OF THE HIGHWAY CENTER LINE, 39 FEET SOUTH OF A
 CS1960'TRACK ROAD, 12 FEET SOUTH OF A 12-INCH PECAN TREE, AND 1 FOOT NORTH OF
 CS1960'A METAL WITNESS POST.  A CGS BENCH MARK DISK SET IN A 6 X 6 IN.
 CS1960'CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 CS1960
 CS1960                          STATION RECOVERY (2002)
 CS1960
 CS1960'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1960'GPS WGS84 N32 54.586 W097 08.190
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1127 ***********************************************************************
 CS1127  DESIGNATION -  R 943
 CS1127  PID         -  CS1127
 CS1127  STATE/COUNTY-  TX/DALLAS
 CS1127  USGS QUAD   -  DUNCANVILLE (1981)
 CS1127
 CS1127                         *CURRENT SURVEY CONTROL
 CS1127  ___________________________________________________________________
 CS1127* NAD 83(1986)-  32 44 42.     (N)    096 59 40.     (W)     SCALED    
 CS1127* NAVD 88     -       156.745  (meters)     514.25   (feet)  ADJUSTED  
 CS1127  ___________________________________________________________________
 CS1127  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CS1127  DYNAMIC HT  -         156.565 (meters)     513.66  (feet)  COMP
 CS1127  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 CS1127
 CS1127  VERT ORDER  -  FIRST     CLASS II
 CS1127
 CS1127.The horizontal coordinates were scaled from a topographic map and have
 CS1127.an estimated accuracy of +/- 6 seconds.
 CS1127
 CS1127.The orthometric height was determined by differential leveling
 CS1127.and adjusted by the National Geodetic Survey in June 1991..
 CS1127.WARNING-Repeat measurements at this control monument indicate possible
 CS1127.vertical movement.
 CS1127
 CS1127.The geoid height was determined by GEOID03.
 CS1127
 CS1127.The dynamic height is computed by dividing the NAVD 88
 CS1127.geopotential number by the normal gravity value computed on the
 CS1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1127.degrees latitude (g = 980.6199 gals.).
 CS1127
 CS1127.The modeled gravity was interpolated from observed gravity values.
 CS1127
 CS1127;                    North         East    Units  Estimated Accuracy
 CS1127;SPC TXNC     - 2,120,590.      741,080.      MT  (+/- 180 meters Scaled)
 CS1127
 CS1127                          SUPERSEDED SURVEY CONTROL
 CS1127
 CS1127  NGVD 29 (??/??/92)  156.807  (m)          514.46   (f) ADJ UNCH    1 2
 CS1127
 CS1127.Superseded values are not recommended for survey control.
 CS1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1127.See file dsdata.txt to determine how the superseded data were derived.
 CS1127
 CS1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB879247(NAD 83)
 CS1127_MARKER: DB = BENCH MARK DISK
 CS1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1127_SP_SET: CONCRETE POST
 CS1127_STAMPING: R 943 1946
 CS1127_MARK LOGO: CGS   
 CS1127_PROJECTION: PROJECTING 10 CENTIMETERS
 CS1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1127+STABILITY: SURFACE MOTION
 CS1127
 CS1127  HISTORY     - Date     Condition        Report By
 CS1127  HISTORY     - 1946     MONUMENTED       CGS
 CS1127  HISTORY     - 1951     GOOD             NGS
 CS1127  HISTORY     - 1966     GOOD             NGS
 CS1127  HISTORY     - 1981     GOOD             LOCSUR
 CS1127  HISTORY     - 1986     GOOD             NGS
 CS1127  HISTORY     - 20030217 MARK NOT FOUND   GEOCAC
 CS1127
 CS1127                          STATION DESCRIPTION
 CS1127
 CS1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS1127'0.45 MI E FROM GRAND PRAIRIE.
 CS1127'0.45 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1127'AT GRAND PRAIRIE, AT THE CROSSING OF 8TH STREET, 57.4 FEET NORTH OF
 CS1127'THE NORTH RAIL OF THE NORTH TRACK, 54.7 FEET EAST OF THE CENTER LINE
 CS1127'OF 8TH STREET, 1.8 FEET SOUTH OF A FENCE, 1 FOOT EAST OF A WITNESS
 CS1127'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 CS1127'THE GROUND.
 CS1127
 CS1127                          STATION RECOVERY (1966)
 CS1127
 CS1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1127'RECOVERED IN GOOD CONDITION.
 CS1127
 CS1127                          STATION RECOVERY (1981)
 CS1127
 CS1127'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CS1127'RECOVERED IN GOOD CONDITION.
 CS1127
 CS1127                          STATION RECOVERY (1986)
 CS1127
 CS1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1127'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GRAND
 CS1127'PRAIRIE, AT THE INTERSECTION OF 8TH STREET AND THE MISSOURI PACIFIC
 CS1127'RAILROAD, 17.5 M (57.4 FT) NORTH OF THE NEAR RAIL, 16.7 M (54.8 FT)
 CS1127'EAST OF THE CENTERLINE OF THE STREET, AND 0.6 M (2.0 FT) SOUTH OF A
 CS1127'FENCE.
 CS1127'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 CS1127'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CS1127
 CS1127                          STATION RECOVERY (2003)
 CS1127
 CS1127'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2006 ***********************************************************************
 CS2006  DESIGNATION -  R 944
 CS2006  PID         -  CS2006
 CS2006  STATE/COUNTY-  TX/TARRANT
 CS2006  USGS QUAD   -  HURST (1981)
 CS2006
 CS2006                         *CURRENT SURVEY CONTROL
 CS2006  ___________________________________________________________________
 CS2006* NAD 83(1986)-  32 48 32.     (N)    097 09 57.     (W)     SCALED    
 CS2006* NAVD 88     -       152.999  (meters)     501.96   (feet)  ADJUSTED  
 CS2006  ___________________________________________________________________
 CS2006  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CS2006  DYNAMIC HT  -         152.821 (meters)     501.38  (feet)  COMP
 CS2006  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 CS2006
 CS2006  VERT ORDER  -  SECOND    CLASS 0
 CS2006
 CS2006.The horizontal coordinates were scaled from a topographic map and have
 CS2006.an estimated accuracy of +/- 6 seconds.
 CS2006
 CS2006.The orthometric height was determined by differential leveling
 CS2006.and adjusted by the National Geodetic Survey in June 1991..
 CS2006
 CS2006.The geoid height was determined by GEOID03.
 CS2006
 CS2006.The dynamic height is computed by dividing the NAVD 88
 CS2006.geopotential number by the normal gravity value computed on the
 CS2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2006.degrees latitude (g = 980.6199 gals.).
 CS2006
 CS2006.The modeled gravity was interpolated from observed gravity values.
 CS2006
 CS2006;                    North         East    Units  Estimated Accuracy
 CS2006;SPC TXNC     - 2,127,450.      724,930.      MT  (+/- 180 meters Scaled)
 CS2006
 CS2006                          SUPERSEDED SURVEY CONTROL
 CS2006
 CS2006  NGVD 29 (??/??/92)  153.000  (m)          501.97   (f) ADJ UNCH    2 0
 CS2006
 CS2006.Superseded values are not recommended for survey control.
 CS2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2006.See file dsdata.txt to determine how the superseded data were derived.
 CS2006
 CS2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB717315(NAD 83)
 CS2006_MARKER: DB = BENCH MARK DISK
 CS2006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2006_SP_SET: CULVERT
 CS2006_STAMPING: R 944 1946
 CS2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2006
 CS2006  HISTORY     - Date     Condition        Report By
 CS2006  HISTORY     - 1946     MONUMENTED       CGS
 CS2006  HISTORY     - 1950     GOOD             NGS
 CS2006  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS2006
 CS2006                          STATION DESCRIPTION
 CS2006
 CS2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CS2006'0.3 MI E FROM HURST.
 CS2006'TO REACH FROM THE SCHOOL BUILDINGS IN HURST, GO EAST ON HIGHWAY
 CS2006'NO.183, 00.3 MILE TO THE MARK AT THE LEFT OR NORTH OF THE HIGHWAY. IT
 CS2006'IS ABOUT 100 YARDS NORTHEAST OF A FARMHOUSE, 25 FEET NORTH OF AND 2
 CS2006'FEET LOWER THAN THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, ON THE
 CS2006'TOP OF THE WEST END OF THE NORTH HEADWALL OF AN 8 X 21 FT., THREE
 CS2006'COMPARTMENT CONCRETE CULVERT.  A STANDARD DISK STAMPED R 944 1946 SET
 CS2006'IN A DRILL HOLE IN CONCRETE.
 CS2006
 CS2006                          STATION RECOVERY (1997)
 CS2006
 CS2006'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0702 ***********************************************************************
 DN0702  DESIGNATION -  R 945
 DN0702  PID         -  DN0702
 DN0702  STATE/COUNTY-  TX/DENTON
 DN0702  USGS QUAD   -  ARGYLE (1973)
 DN0702
 DN0702                         *CURRENT SURVEY CONTROL
 DN0702  ___________________________________________________________________
 DN0702* NAD 83(1986)-  33 07 07.     (N)    097 14 32.     (W)     SCALED    
 DN0702* NAVD 88     -       223.851  (meters)     734.42   (feet)  ADJUSTED  
 DN0702  ___________________________________________________________________
 DN0702  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DN0702  DYNAMIC HT  -         223.593 (meters)     733.57  (feet)  COMP
 DN0702  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 DN0702
 DN0702  VERT ORDER  -  SECOND    CLASS 0
 DN0702
 DN0702.The horizontal coordinates were scaled from a topographic map and have
 DN0702.an estimated accuracy of +/- 6 seconds.
 DN0702
 DN0702.The orthometric height was determined by differential leveling
 DN0702.and adjusted by the National Geodetic Survey in June 1991..
 DN0702
 DN0702.The geoid height was determined by GEOID03.
 DN0702
 DN0702.The dynamic height is computed by dividing the NAVD 88
 DN0702.geopotential number by the normal gravity value computed on the
 DN0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0702.degrees latitude (g = 980.6199 gals.).
 DN0702
 DN0702.The modeled gravity was interpolated from observed gravity values.
 DN0702
 DN0702;                    North         East    Units  Estimated Accuracy
 DN0702;SPC TXNC     - 2,161,710.      717,370.      MT  (+/- 180 meters Scaled)
 DN0702
 DN0702                          SUPERSEDED SURVEY CONTROL
 DN0702
 DN0702  NGVD 29 (??/??/92)  223.824  (m)          734.33   (f) ADJ UNCH    2 0
 DN0702
 DN0702.Superseded values are not recommended for survey control.
 DN0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0702.See file dsdata.txt to determine how the superseded data were derived.
 DN0702
 DN0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB639658(NAD 83)
 DN0702_MARKER: DB = BENCH MARK DISK
 DN0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0702_STAMPING: R 945 1946
 DN0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0702+STABILITY: SURFACE MOTION
 DN0702
 DN0702  HISTORY     - Date     Condition        Report By
 DN0702  HISTORY     - 1946     MONUMENTED       CGS
 DN0702  HISTORY     - 1960     GOOD             NGS
 DN0702  HISTORY     - 1985     GOOD             NGS
 DN0702  HISTORY     - 19950630 GOOD             USPSQD
 DN0702  HISTORY     - 19980214 GOOD             USPSQD
 DN0702  HISTORY     - 20021025 POOR             JCLS
 DN0702  HISTORY     - 20051031 POOR             BOHAN
 DN0702
 DN0702                          STATION DESCRIPTION
 DN0702
 DN0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0702'3.4 MI W FROM ARGYLE.
 DN0702'3.4 MILES WEST ALONG THE COUNTY ROAD WHICH CROSSES THE TRACKS AT THE
 DN0702'SOUTH SIDE OF ARGYLE IN THE NORTH RIGHT-OF-WAY FENCE OF THE GRADED
 DN0702'ROAD, 5 FEET EAST OF A POWER POLE AND 33 YARDS EAST OF THE GATE AND
 DN0702'ENTRANCE ROAD LEADING NORTH ABOUT 100 YARDS TO A FARM YARD ON A
 DN0702'PASTURE HILL.  A STANDARD DISK STAMPED R 945 1946 IN A CONCRETE POST
 DN0702'PROJECTING ABOUT 5 INCHES.
 DN0702
 DN0702                          STATION RECOVERY (1985)
 DN0702
 DN0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DN0702'5.44 KM (3.4 MI) WEST ALONG THE OLD JUSTIN ROAD FROM THE JUNCTION
 DN0702'WITH U.S. HIGHWAY 377 IN ARGYLE, 12.5 METERS (41 FT) NORTH OF THE
 DN0702'CENTER OF THE ROAD, 30.48 METERS (100 FT) SOUTH OF A GATE AND IN THE
 DN0702'FENCELINE.
 DN0702
 DN0702                          STATION RECOVERY (1995)
 DN0702
 DN0702'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0702'RECOVERED IN GOOD CONDITION.
 DN0702
 DN0702                          STATION RECOVERY (1998)
 DN0702
 DN0702'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0702'RECOVERED IN GOOD CONDITION.
 DN0702
 DN0702                          STATION RECOVERY (2002)
 DN0702
 DN0702'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DN0702'MARK RECOVERED IN POOR CONDITION.
 DN0702
 DN0702                          STATION RECOVERY (2005)
 DN0702
 DN0702'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0702'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0709 ***********************************************************************
 DN0709  DESIGNATION -  R 946
 DN0709  PID         -  DN0709
 DN0709  STATE/COUNTY-  TX/DENTON
 DN0709  USGS QUAD   -  ARGYLE (1973)
 DN0709
 DN0709                         *CURRENT SURVEY CONTROL
 DN0709  ___________________________________________________________________
 DN0709* NAD 83(1986)-  33 07 03.     (N)    097 08 21.     (W)     SCALED    
 DN0709* NAVD 88     -       194.548  (meters)     638.28   (feet)  ADJUSTED  
 DN0709  ___________________________________________________________________
 DN0709  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DN0709  DYNAMIC HT  -         194.325 (meters)     637.55  (feet)  COMP
 DN0709  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 DN0709
 DN0709  VERT ORDER  -  SECOND    CLASS 0
 DN0709
 DN0709.The horizontal coordinates were scaled from a topographic map and have
 DN0709.an estimated accuracy of +/- 6 seconds.
 DN0709
 DN0709.The orthometric height was determined by differential leveling
 DN0709.and adjusted by the National Geodetic Survey in June 1991..
 DN0709
 DN0709.The geoid height was determined by GEOID03.
 DN0709
 DN0709.The dynamic height is computed by dividing the NAVD 88
 DN0709.geopotential number by the normal gravity value computed on the
 DN0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0709.degrees latitude (g = 980.6199 gals.).
 DN0709
 DN0709.The modeled gravity was interpolated from observed gravity values.
 DN0709
 DN0709;                    North         East    Units  Estimated Accuracy
 DN0709;SPC TXNC     - 2,161,710.      726,990.      MT  (+/- 180 meters Scaled)
 DN0709
 DN0709                          SUPERSEDED SURVEY CONTROL
 DN0709
 DN0709  NGVD 29 (??/??/92)  194.529  (m)          638.22   (f) ADJ UNCH    2 0
 DN0709
 DN0709.Superseded values are not recommended for survey control.
 DN0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0709.See file dsdata.txt to determine how the superseded data were derived.
 DN0709
 DN0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB736658(NAD 83)
 DN0709_MARKER: DB = BENCH MARK DISK
 DN0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0709_STAMPING: R 946 1946
 DN0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0709+STABILITY: SURFACE MOTION
 DN0709
 DN0709  HISTORY     - Date     Condition        Report By
 DN0709  HISTORY     - 1946     MONUMENTED       CGS
 DN0709  HISTORY     - 1959     GOOD             NGS
 DN0709  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0709  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0709  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0709
 DN0709                          STATION DESCRIPTION
 DN0709
 DN0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0709'2.8 MI E FROM ARGYLE.
 DN0709'2.8 MILES EAST FROM THE SITE OF THE OLD T. AND P. DEPOT IN ARGYLE,
 DN0709'ALONG HICKORY HILL ROAD, AT THE INTERSECTION WITH F.M. ROAD 1830, IN
 DN0709'THE NORTHEAST POINT OF THE INTERSECTION, 15 YARDS NORTH OF THE
 DN0709'CENTERLINE OF THE EAST-WEST ROAD AND 13 YARDS EAST OF THE CENTERLINE
 DN0709'OF FM 1830, 6 FEET WEST OF A RIGHT-OF-WAY POST AND 1 FOOT SOUTH OF A 4
 DN0709'X 4 POST.  A STANDARD DISK STAMPED R 946 1946 IN A CONCRETE POST WHICH
 DN0709'PROJECTS ABOUT 3 INCHES.
 DN0709
 DN0709                          STATION RECOVERY (1995)
 DN0709
 DN0709'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0709'MARK NOT FOUND.
 DN0709
 DN0709                          STATION RECOVERY (1998)
 DN0709
 DN0709'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0709'MARK NOT FOUND.
 DN0709
 DN0709                          STATION RECOVERY (2005)
 DN0709
 DN0709'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0724 ***********************************************************************
 DN0724  DESIGNATION -  R 947
 DN0724  PID         -  DN0724
 DN0724  STATE/COUNTY-  TX/DENTON
 DN0724  USGS QUAD   -  ARGYLE (1973)
 DN0724
 DN0724                         *CURRENT SURVEY CONTROL
 DN0724  ___________________________________________________________________
 DN0724* NAD 83(1986)-  33 05 22.     (N)    097 07 52.     (W)     SCALED    
 DN0724* NAVD 88     -       186.861  (meters)     613.06   (feet)  ADJUSTED  
 DN0724  ___________________________________________________________________
 DN0724  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DN0724  DYNAMIC HT  -         186.646 (meters)     612.35  (feet)  COMP
 DN0724  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 DN0724
 DN0724  VERT ORDER  -  SECOND    CLASS 0
 DN0724
 DN0724.The horizontal coordinates were scaled from a topographic map and have
 DN0724.an estimated accuracy of +/- 6 seconds.
 DN0724
 DN0724.The orthometric height was determined by differential leveling
 DN0724.and adjusted by the National Geodetic Survey in June 1991..
 DN0724
 DN0724.The geoid height was determined by GEOID03.
 DN0724
 DN0724.The dynamic height is computed by dividing the NAVD 88
 DN0724.geopotential number by the normal gravity value computed on the
 DN0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0724.degrees latitude (g = 980.6199 gals.).
 DN0724
 DN0724.The modeled gravity was interpolated from observed gravity values.
 DN0724
 DN0724;                    North         East    Units  Estimated Accuracy
 DN0724;SPC TXNC     - 2,158,600.      727,780.      MT  (+/- 180 meters Scaled)
 DN0724
 DN0724                          SUPERSEDED SURVEY CONTROL
 DN0724
 DN0724  NGVD 29 (??/??/92)  186.842  (m)          613.00   (f) ADJ UNCH    2 0
 DN0724
 DN0724.Superseded values are not recommended for survey control.
 DN0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0724.See file dsdata.txt to determine how the superseded data were derived.
 DN0724
 DN0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB744627(NAD 83)
 DN0724_MARKER: DB = BENCH MARK DISK
 DN0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0724_STAMPING: R 947 1946
 DN0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0724+STABILITY: SURFACE MOTION
 DN0724
 DN0724  HISTORY     - Date     Condition        Report By
 DN0724  HISTORY     - 1946     MONUMENTED       CGS
 DN0724  HISTORY     - 1960     GOOD             NGS
 DN0724  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0724  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0724  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0724
 DN0724                          STATION DESCRIPTION
 DN0724
 DN0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0724'5.3 MI SE FROM ARGYLE.
 DN0724'TO REACH FROM ARGYLE.  GO EAST ON A BLACKTOP ROAD FROM THE OLD BANK
 DN0724'BUILDING, 03.3 MILES TO A CROSS ROAD.  THEN TURN RIGHT AND GO SOUTH
 DN0724'2.0 MILES TO THE MARK ON THE RIGHT.  IT IS ABOUT 25 FEET WEST OF THE
 DN0724'WEST RIGHT-OF-WAY FENCE OF F.M.ROAD NO. 407, 50 YARDS NORTHWEST OF A
 DN0724'CONCRETE BRIDGE AND 50 YARDS SOUTH OF A NARROW FARM LANE LEADING WEST
 DN0724'FROM THE HIGHWAY.  A STANDARD DISK STAMPED R 947 1946 IN A CONCRETE
 DN0724'POST PROJECTING ABOUT 2 INCHES AND 1 FOOT NORTH OF A 4 X 4 POST.
 DN0724
 DN0724                          STATION RECOVERY (1995)
 DN0724
 DN0724'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0724'MARK NOT FOUND.
 DN0724
 DN0724                          STATION RECOVERY (1998)
 DN0724
 DN0724'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0724'MARK NOT FOUND.
 DN0724
 DN0724                          STATION RECOVERY (2005)
 DN0724
 DN0724'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0316 ***********************************************************************
 DN0316  DESIGNATION -  R 948
 DN0316  PID         -  DN0316
 DN0316  STATE/COUNTY-  TX/DENTON
 DN0316  USGS QUAD   -  FRISCO (1981)
 DN0316
 DN0316                         *CURRENT SURVEY CONTROL
 DN0316  ___________________________________________________________________
 DN0316* NAD 83(1986)-  33 13 57.     (N)    096 50 11.     (W)     SCALED    
 DN0316* NAVD 88     -       181.674  (meters)     596.04   (feet)  ADJUSTED  
 DN0316  ___________________________________________________________________
 DN0316  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DN0316  DYNAMIC HT  -         181.476 (meters)     595.39  (feet)  COMP
 DN0316  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 DN0316
 DN0316  VERT ORDER  -  SECOND    CLASS 0
 DN0316
 DN0316.The horizontal coordinates were scaled from a topographic map and have
 DN0316.an estimated accuracy of +/- 6 seconds.
 DN0316
 DN0316.The orthometric height was determined by differential leveling
 DN0316.and adjusted by the National Geodetic Survey in June 1991..
 DN0316
 DN0316.The geoid height was determined by GEOID03.
 DN0316
 DN0316.The dynamic height is computed by dividing the NAVD 88
 DN0316.geopotential number by the normal gravity value computed on the
 DN0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0316.degrees latitude (g = 980.6199 gals.).
 DN0316
 DN0316.The modeled gravity was interpolated from observed gravity values.
 DN0316
 DN0316;                    North         East    Units  Estimated Accuracy
 DN0316;SPC TXNC     - 2,174,860.      755,040.      MT  (+/- 180 meters Scaled)
 DN0316
 DN0316                          SUPERSEDED SURVEY CONTROL
 DN0316
 DN0316  NGVD 29 (??/??/92)  181.684  (m)          596.07   (f) ADJ UNCH    2 0
 DN0316
 DN0316.Superseded values are not recommended for survey control.
 DN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0316.See file dsdata.txt to determine how the superseded data were derived.
 DN0316
 DN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB016791(NAD 83)
 DN0316_MARKER: DB = BENCH MARK DISK
 DN0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0316_STAMPING: R 948 1946
 DN0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0316+STABILITY: SURFACE MOTION
 DN0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0316+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0316
 DN0316  HISTORY     - Date     Condition        Report By
 DN0316  HISTORY     - 1946     MONUMENTED       CGS
 DN0316  HISTORY     - 1985     GOOD             USPSQD
 DN0316  HISTORY     - 19950708 GOOD             USPSQD
 DN0316  HISTORY     - 19980214 GOOD             USPSQD
 DN0316  HISTORY     - 20051031 GOOD             BOHAN
 DN0316
 DN0316                          STATION DESCRIPTION
 DN0316
 DN0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0316'1.9 MI W FROM PROSPER.
 DN0316'ABOUT 0.2 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0316'RAILROAD FROM THE STATION AT PROSPER, THENCE WEST 1.7 MILES ALONG A
 DN0316'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 200 YARDS EAST OF A
 DN0316'SMALL WOODEN BRIDGE, 39.5 FEET NORTH OF AND ABOUT 1.0 FOOT LOWER THAN
 DN0316'THE CENTER LINE OF THE ROAD, 8.0 FEET EAST OF A NORTH-SOUTH FENCE, 5.0
 DN0316'FEET WEST OF A REA POWER POLE AND 1.0 FOOT EAST OF A 4 X 4 MARKER
 DN0316'POST.  A BRONZE DISK STAMPED R 948 1946 SET IN THE TOP OF A CONCRETE
 DN0316'POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 DN0316
 DN0316                          STATION RECOVERY (1985)
 DN0316
 DN0316'RECOVERY NOTE BY US POWER SQUADRON 1985
 DN0316'DENTON COUNTY INDICATED BUT IS LOCATED IN COLLIN COUNTY.
 DN0316
 DN0316                          STATION RECOVERY (1995)
 DN0316
 DN0316'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0316'RECOVERED IN GOOD CONDITION.
 DN0316
 DN0316                          STATION RECOVERY (1998)
 DN0316
 DN0316'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0316'RECOVERED IN GOOD CONDITION.
 DN0316
 DN0316                          STATION RECOVERY (2005)
 DN0316
 DN0316'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0690 ***********************************************************************
 DN0690  DESIGNATION -  R 949
 DN0690  PID         -  DN0690
 DN0690  STATE/COUNTY-  TX/DENTON
 DN0690  USGS QUAD   -  DENTON WEST (1960)
 DN0690
 DN0690                         *CURRENT SURVEY CONTROL
 DN0690  ___________________________________________________________________
 DN0690* NAD 83(1986)-  33 14 03.     (N)    097 14 37.     (W)     SCALED    
 DN0690* NAVD 88     -       210.387  (meters)     690.24   (feet)  ADJUSTED  
 DN0690  ___________________________________________________________________
 DN0690  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DN0690  DYNAMIC HT  -         210.149 (meters)     689.46  (feet)  COMP
 DN0690  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 DN0690
 DN0690  VERT ORDER  -  SECOND    CLASS 0
 DN0690
 DN0690.The horizontal coordinates were scaled from a topographic map and have
 DN0690.an estimated accuracy of +/- 6 seconds.
 DN0690
 DN0690.The orthometric height was determined by differential leveling
 DN0690.and adjusted by the National Geodetic Survey in June 1991..
 DN0690
 DN0690.The geoid height was determined by GEOID03.
 DN0690
 DN0690.The dynamic height is computed by dividing the NAVD 88
 DN0690.geopotential number by the normal gravity value computed on the
 DN0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0690.degrees latitude (g = 980.6199 gals.).
 DN0690
 DN0690.The modeled gravity was interpolated from observed gravity values.
 DN0690
 DN0690;                    North         East    Units  Estimated Accuracy
 DN0690;SPC TXNC     - 2,174,520.      717,090.      MT  (+/- 180 meters Scaled)
 DN0690
 DN0690                          SUPERSEDED SURVEY CONTROL
 DN0690
 DN0690  NGVD 29 (??/??/92)  210.358  (m)          690.15   (f) ADJ UNCH    2 0
 DN0690
 DN0690.Superseded values are not recommended for survey control.
 DN0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0690.See file dsdata.txt to determine how the superseded data were derived.
 DN0690
 DN0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB636786(NAD 83)
 DN0690_MARKER: DB = BENCH MARK DISK
 DN0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0690_STAMPING: R 949 1946
 DN0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0690+STABILITY: SURFACE MOTION
 DN0690
 DN0690  HISTORY     - Date     Condition        Report By
 DN0690  HISTORY     - 1946     MONUMENTED       CGS
 DN0690  HISTORY     - 1960     GOOD             NGS
 DN0690  HISTORY     - 19950705 GOOD             USPSQD
 DN0690  HISTORY     - 19980307 GOOD             USPSQD
 DN0690  HISTORY     - 20051031 GOOD             BOHAN
 DN0690
 DN0690                          STATION DESCRIPTION
 DN0690
 DN0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0690'1.9 MI S FROM KRUM.
 DN0690'TO REACH FROM KRUM, GO SOUTH OF F.M. ROAD NO. 156, 01.9 MILES TO THE
 DN0690'INTERSECTION AND OVERPASS AT STATE HIGHWAY NO. 24.  TURN LEFT AND GO
 DN0690'EAST ON NO. 24, 0.3 MILE TO A CROSS-ROAD, AND THE MARK ON THE RIGHT OR
 DN0690'SOUTH.  IT IS 49.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 76
 DN0690'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, UNDER THE SOUTH
 DN0690'RIGHT-OF-WAY FENCE AND A WITNESS SIGN, BELOW THE SURFACE OF A RIDGE OF
 DN0690'DIRT THROWN UP BY HIGHWAY MAINTENENCE MACHINERY.  A STANDARD DISK
 DN0690'STAMPED R 949 1946 IN A CONCRETE POST ABOUT 3 INCHES BELOW THE SURFACE
 DN0690'ALONG A WEED AND BRUSH GROWN RIDGE.
 DN0690
 DN0690                          STATION RECOVERY (1995)
 DN0690
 DN0690'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0690'RECOVERED IN GOOD CONDITION.
 DN0690
 DN0690                          STATION RECOVERY (1998)
 DN0690
 DN0690'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0690'RECOVERED IN GOOD CONDITION.
 DN0690
 DN0690                          STATION RECOVERY (2005)
 DN0690
 DN0690'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0954 ***********************************************************************
 CS0954  DESIGNATION -  R 950
 CS0954  PID         -  CS0954
 CS0954  STATE/COUNTY-  TX/NAVARRO
 CS0954  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0954
 CS0954                         *CURRENT SURVEY CONTROL
 CS0954  ___________________________________________________________________
 CS0954* NAD 83(1986)-  32 01 54.     (N)    096 37 42.     (W)     SCALED    
 CS0954* NAVD 88     -       141.343  (meters)     463.72   (feet)  ADJUSTED  
 CS0954  ___________________________________________________________________
 CS0954  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CS0954  DYNAMIC HT  -         141.178 (meters)     463.18  (feet)  COMP
 CS0954  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 CS0954
 CS0954  VERT ORDER  -  SECOND    CLASS 0
 CS0954
 CS0954.The horizontal coordinates were scaled from a topographic map and have
 CS0954.an estimated accuracy of +/- 6 seconds.
 CS0954
 CS0954.The orthometric height was determined by differential leveling
 CS0954.and adjusted by the National Geodetic Survey in June 1991..
 CS0954
 CS0954.The geoid height was determined by GEOID03.
 CS0954
 CS0954.The dynamic height is computed by dividing the NAVD 88
 CS0954.geopotential number by the normal gravity value computed on the
 CS0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0954.degrees latitude (g = 980.6199 gals.).
 CS0954
 CS0954.The modeled gravity was interpolated from observed gravity values.
 CS0954
 CS0954;                    North         East    Units  Estimated Accuracy
 CS0954;SPC TXNC     - 2,042,050.      776,800.      MT  (+/- 180 meters Scaled)
 CS0954
 CS0954                          SUPERSEDED SURVEY CONTROL
 CS0954
 CS0954  NGVD 29 (??/??/92)  141.327  (m)          463.67   (f) ADJ UNCH    2 0
 CS0954
 CS0954.Superseded values are not recommended for survey control.
 CS0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0954.See file dsdata.txt to determine how the superseded data were derived.
 CS0954
 CS0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA239464(NAD 83)
 CS0954_MARKER: DB = BENCH MARK DISK
 CS0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0954_STAMPING: R-950 1946
 CS0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0954+STABILITY: SURFACE MOTION
 CS0954
 CS0954  HISTORY     - Date     Condition        Report By
 CS0954  HISTORY     - 1946     MONUMENTED       CGS
 CS0954  HISTORY     - 1965     GOOD             USGS
 CS0954
 CS0954                          STATION DESCRIPTION
 CS0954
 CS0954'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CS0954'3.2 MI E FROM DRESDEN.
 CS0954'TO REACH FROM DRESDEN, GO EAST ON FM RD. 744 FOR 3.2 MILES.  MARK IS
 CS0954'ABOUT 300 FT. EAST OF A.A. COX RANCH HOUSE, ABOUT 35 FT. NORTH OF THE
 CS0954'OLD ABAND. CO. ROAD, ABOUT 150 FT. NORTH OF FM RD. 744 AND 2 FT. EAST
 CS0954'OF A FENCE.  A STD. DISK STAMPED R-950, 1946 AND SET IN TOP OF A
 CS0954'CONCR. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0875 ***********************************************************************
 CS0875  DESIGNATION -  R 952
 CS0875  PID         -  CS0875
 CS0875  STATE/COUNTY-  TX/NAVARRO
 CS0875  USGS QUAD   -  EMHOUSE (1978)
 CS0875
 CS0875                         *CURRENT SURVEY CONTROL
 CS0875  ___________________________________________________________________
 CS0875* NAD 83(1986)-  32 13 02.     (N)    096 35 57.     (W)     SCALED    
 CS0875* NAVD 88     -       113.688  (meters)     372.99   (feet)  ADJUSTED  
 CS0875  ___________________________________________________________________
 CS0875  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CS0875  DYNAMIC HT  -         113.556 (meters)     372.56  (feet)  COMP
 CS0875  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 CS0875
 CS0875  VERT ORDER  -  SECOND    CLASS 0
 CS0875
 CS0875.The horizontal coordinates were scaled from a topographic map and have
 CS0875.an estimated accuracy of +/- 6 seconds.
 CS0875
 CS0875.The orthometric height was determined by differential leveling
 CS0875.and adjusted by the National Geodetic Survey in June 1991..
 CS0875
 CS0875.The geoid height was determined by GEOID03.
 CS0875
 CS0875.The dynamic height is computed by dividing the NAVD 88
 CS0875.geopotential number by the normal gravity value computed on the
 CS0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0875.degrees latitude (g = 980.6199 gals.).
 CS0875
 CS0875.The modeled gravity was interpolated from observed gravity values.
 CS0875
 CS0875;                    North         East    Units  Estimated Accuracy
 CS0875;SPC TXNC     - 2,062,670.      779,180.      MT  (+/- 180 meters Scaled)
 CS0875
 CS0875                          SUPERSEDED SURVEY CONTROL
 CS0875
 CS0875  NGVD 29 (??/??/92)  113.684  (m)          372.98   (f) ADJ UNCH    2 0
 CS0875
 CS0875.Superseded values are not recommended for survey control.
 CS0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0875.See file dsdata.txt to determine how the superseded data were derived.
 CS0875
 CS0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA262670(NAD 83)
 CS0875_MARKER: DB = BENCH MARK DISK
 CS0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0875_STAMPING: R 952 1946
 CS0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0875+STABILITY: SURFACE MOTION
 CS0875
 CS0875  HISTORY     - Date     Condition        Report By
 CS0875  HISTORY     - 1946     MONUMENTED       CGS
 CS0875  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0875
 CS0875                          STATION DESCRIPTION
 CS0875
 CS0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0875'4.1 MI N FROM EMHOUSE.
 CS0875'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0875'EMHOUSE GO NORTHERLY 4.1 MILES ALONG A PAVED ROAD TO SITE OF MARK,
 CS0875'BENCH MARK IS 72.0 FEET EAST OF AND ABOUT 12.0 FEET LOWER THAN THE
 CS0875'EAST EDGE OF THE CHAMBERS CREEK BRIDGE, 39.0 FEET NORTH OF THE NORTH
 CS0875'END OF A WIRE GATE, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4
 CS0875'IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED R 952 1946 SET IN THE
 CS0875'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 CS0875
 CS0875                          STATION RECOVERY (1961)
 CS0875
 CS0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0898 ***********************************************************************
 CS0898  DESIGNATION -  R 953
 CS0898  PID         -  CS0898
 CS0898  STATE/COUNTY-  TX/ELLIS
 CS0898  USGS QUAD   -  AVALON (1976)
 CS0898
 CS0898                         *CURRENT SURVEY CONTROL
 CS0898  ___________________________________________________________________
 CS0898* NAD 83(1986)-  32 12 46.     (N)    096 46 23.     (W)     SCALED    
 CS0898* NAVD 88     -       150.859  (meters)     494.94   (feet)  ADJUSTED  
 CS0898  ___________________________________________________________________
 CS0898  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CS0898  DYNAMIC HT  -         150.681 (meters)     494.36  (feet)  COMP
 CS0898  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 CS0898
 CS0898  VERT ORDER  -  SECOND    CLASS 0
 CS0898
 CS0898.The horizontal coordinates were scaled from a topographic map and have
 CS0898.an estimated accuracy of +/- 6 seconds.
 CS0898
 CS0898.The orthometric height was determined by differential leveling
 CS0898.and adjusted by the National Geodetic Survey in June 1991..
 CS0898
 CS0898.The geoid height was determined by GEOID03.
 CS0898
 CS0898.The dynamic height is computed by dividing the NAVD 88
 CS0898.geopotential number by the normal gravity value computed on the
 CS0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0898.degrees latitude (g = 980.6199 gals.).
 CS0898
 CS0898.The modeled gravity was interpolated from observed gravity values.
 CS0898
 CS0898;                    North         East    Units  Estimated Accuracy
 CS0898;SPC TXNC     - 2,061,900.      762,800.      MT  (+/- 180 meters Scaled)
 CS0898
 CS0898                          SUPERSEDED SURVEY CONTROL
 CS0898
 CS0898  NGVD 29 (??/??/92)  150.848  (m)          494.91   (f) ADJ UNCH    2 0
 CS0898
 CS0898.Superseded values are not recommended for survey control.
 CS0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0898.See file dsdata.txt to determine how the superseded data were derived.
 CS0898
 CS0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA098661(NAD 83)
 CS0898_MARKER: DB = BENCH MARK DISK
 CS0898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0898_SP_SET: CULVERT
 CS0898_STAMPING: R 953 1946
 CS0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0898
 CS0898  HISTORY     - Date     Condition        Report By
 CS0898  HISTORY     - 1946     MONUMENTED       CGS
 CS0898  HISTORY     - 1965     GOOD             NGS
 CS0898  HISTORY     - 1977     GOOD             TXHD
 CS0898
 CS0898                          STATION DESCRIPTION
 CS0898
 CS0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0898'1.2 MI NE FROM AVALON.
 CS0898'TO REACH FROM THE POST OFFICE AT AVALON GO NORTHEASTERLY 1.2 MILES
 CS0898'ALONG STATE HIGHWAY NO. 34 TO SITE OF MARK, BENCH MARK IS 24.0 FEET
 CS0898'EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY,
 CS0898'ON TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A FIVE TUBE
 CS0898'CULVERT.  A BRONZE DISK STAMPED R 953 1946 SET IN A DRILL HOLE IN
 CS0898'CONCRETE.
 CS0898
 CS0898                          STATION RECOVERY (1977)
 CS0898
 CS0898'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1977
 CS0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0820 ***********************************************************************
 CS0820  DESIGNATION -  R 954
 CS0820  PID         -  CS0820
 CS0820  STATE/COUNTY-  TX/NAVARRO
 CS0820  USGS QUAD   -  EMHOUSE (1978)
 CS0820
 CS0820                         *CURRENT SURVEY CONTROL
 CS0820  ___________________________________________________________________
 CS0820* NAD 83(1986)-  32 09 49.     (N)    096 34 36.     (W)     SCALED    
 CS0820* NAVD 88     -       143.761  (meters)     471.66   (feet)  ADJUSTED  
 CS0820  ___________________________________________________________________
 CS0820  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CS0820  DYNAMIC HT  -         143.594 (meters)     471.11  (feet)  COMP
 CS0820  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 CS0820
 CS0820  VERT ORDER  -  SECOND    CLASS 0
 CS0820
 CS0820.The horizontal coordinates were scaled from a topographic map and have
 CS0820.an estimated accuracy of +/- 6 seconds.
 CS0820
 CS0820.The orthometric height was determined by differential leveling
 CS0820.and adjusted by the National Geodetic Survey in June 1991..
 CS0820
 CS0820.The geoid height was determined by GEOID03.
 CS0820
 CS0820.The dynamic height is computed by dividing the NAVD 88
 CS0820.geopotential number by the normal gravity value computed on the
 CS0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0820.degrees latitude (g = 980.6199 gals.).
 CS0820
 CS0820.The modeled gravity was interpolated from observed gravity values.
 CS0820
 CS0820;                    North         East    Units  Estimated Accuracy
 CS0820;SPC TXNC     - 2,056,770.      781,410.      MT  (+/- 180 meters Scaled)
 CS0820
 CS0820                          SUPERSEDED SURVEY CONTROL
 CS0820
 CS0820  NGVD 29 (??/??/92)  143.757  (m)          471.64   (f) ADJ UNCH    2 0
 CS0820
 CS0820.Superseded values are not recommended for survey control.
 CS0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0820.See file dsdata.txt to determine how the superseded data were derived.
 CS0820
 CS0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA285611(NAD 83)
 CS0820_MARKER: DB = BENCH MARK DISK
 CS0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0820_STAMPING: R 954 1946
 CS0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0820+STABILITY: SURFACE MOTION
 CS0820
 CS0820  HISTORY     - Date     Condition        Report By
 CS0820  HISTORY     - 1946     MONUMENTED       CGS
 CS0820  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0820
 CS0820                          STATION DESCRIPTION
 CS0820
 CS0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0820'IN EMHOUSE.
 CS0820'AT EMHOUSE, ABOUT 200 YARDS NORTHEAST OF THE FT. WORTH AND DENVER CITY
 CS0820'RAILROAD STATION, 28.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 CS0820'LINE OF A PAVED ROAD, 114.0 FEET EAST OF THE EXTENDED CENTER LINE OF A
 CS0820'STREET LEADING SOUTH, 86.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CS0820'HOUSE, 9.6 FEET EAST OF A FENCE CORNER AND 1.0 FOOT WEST OF A 4 X 4
 CS0820'IN. MARKER POST.  A BRONZE DISK STAMPED R 954 1946 SET IN THE TOP OF A
 CS0820'CONCRETE POST FLUSH WITH GROUND.
 CS0820
 CS0820                          STATION RECOVERY (1961)
 CS0820
 CS0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0835 ***********************************************************************
 CS0835  DESIGNATION -  R 955
 CS0835  PID         -  CS0835
 CS0835  STATE/COUNTY-  TX/ELLIS
 CS0835  USGS QUAD   -  ENNIS WEST (1978)
 CS0835
 CS0835                         *CURRENT SURVEY CONTROL
 CS0835  ___________________________________________________________________
 CS0835* NAD 83(1986)-  32 18 19.     (N)    096 44 29.     (W)     SCALED    
 CS0835* NAVD 88     -       133.788  (meters)     438.94   (feet)  ADJUSTED  
 CS0835  ___________________________________________________________________
 CS0835  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CS0835  DYNAMIC HT  -         133.631 (meters)     438.42  (feet)  COMP
 CS0835  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CS0835
 CS0835  VERT ORDER  -  SECOND    CLASS 0
 CS0835
 CS0835.The horizontal coordinates were scaled from a topographic map and have
 CS0835.an estimated accuracy of +/- 6 seconds.
 CS0835
 CS0835.The orthometric height was determined by differential leveling
 CS0835.and adjusted by the National Geodetic Survey in June 1991..
 CS0835
 CS0835.The geoid height was determined by GEOID03.
 CS0835
 CS0835.The dynamic height is computed by dividing the NAVD 88
 CS0835.geopotential number by the normal gravity value computed on the
 CS0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0835.degrees latitude (g = 980.6199 gals.).
 CS0835
 CS0835.The modeled gravity was interpolated from observed gravity values.
 CS0835
 CS0835;                    North         East    Units  Estimated Accuracy
 CS0835;SPC TXNC     - 2,072,200.      765,610.      MT  (+/- 180 meters Scaled)
 CS0835
 CS0835                          SUPERSEDED SURVEY CONTROL
 CS0835
 CS0835  NGVD 29 (??/??/92)  133.783  (m)          438.92   (f) ADJ UNCH    2 0
 CS0835
 CS0835.Superseded values are not recommended for survey control.
 CS0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0835.See file dsdata.txt to determine how the superseded data were derived.
 CS0835
 CS0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA126765(NAD 83)
 CS0835_MARKER: DB = BENCH MARK DISK
 CS0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0835_STAMPING: R 955 1946
 CS0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0835+STABILITY: SURFACE MOTION
 CS0835
 CS0835  HISTORY     - Date     Condition        Report By
 CS0835  HISTORY     - 1946     MONUMENTED       CGS
 CS0835  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0835
 CS0835                          STATION DESCRIPTION
 CS0835
 CS0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0835'2.3 MI SE FROM REAGOR SPRINGS.
 CS0835'ABOUT 2.3 MILES SOUTHEAST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0835'FROM THE STATION AT REAGOR SPRINGS, AT A CROSSING ABOUT 100 YARDS
 CS0835'NORTHWEST OF TRESTLE NO. 262.36, 65.0 FEET NORTHEAST OF AND ABOUT 6.0
 CS0835'FEET LOWER THAN THE CENTER LINE OF THE TRACK, 26.5 FEET NORTHWEST OF
 CS0835'THE CENTER LINE OF THE ROAD, 12.7 FEET WEST OF A POWER POLE AND 1.0
 CS0835'FOOT SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED R
 CS0835'955 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 CS0835'GROUND.
 CS0835
 CS0835                          STATION RECOVERY (2002)
 CS0835
 CS0835'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1495 ***********************************************************************
 CS1495  DESIGNATION -  R 958
 CS1495  PID         -  CS1495
 CS1495  STATE/COUNTY-  TX/ELLIS
 CS1495  USGS QUAD   -  BRISTOL (1962)
 CS1495
 CS1495                         *CURRENT SURVEY CONTROL
 CS1495  ___________________________________________________________________
 CS1495* NAD 83(1986)-  32 29 31.     (N)    096 30 40.     (W)     SCALED    
 CS1495* NAVD 88     -       104.079  (meters)     341.47   (feet)  ADJUSTED  
 CS1495  ___________________________________________________________________
 CS1495  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CS1495  DYNAMIC HT  -         103.961 (meters)     341.08  (feet)  COMP
 CS1495  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 CS1495
 CS1495  VERT ORDER  -  SECOND    CLASS 0
 CS1495
 CS1495.The horizontal coordinates were scaled from a topographic map and have
 CS1495.an estimated accuracy of +/- 6 seconds.
 CS1495
 CS1495.The orthometric height was determined by differential leveling
 CS1495.and adjusted by the National Geodetic Survey in June 1991..
 CS1495
 CS1495.The geoid height was determined by GEOID03.
 CS1495
 CS1495.The dynamic height is computed by dividing the NAVD 88
 CS1495.geopotential number by the normal gravity value computed on the
 CS1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1495.degrees latitude (g = 980.6199 gals.).
 CS1495
 CS1495.The modeled gravity was interpolated from observed gravity values.
 CS1495
 CS1495;                    North         East    Units  Estimated Accuracy
 CS1495;SPC TXNC     - 2,093,290.      786,900.      MT  (+/- 180 meters Scaled)
 CS1495
 CS1495                          SUPERSEDED SURVEY CONTROL
 CS1495
 CS1495  NGVD 29 (??/??/92)  104.092  (m)          341.51   (f) ADJ UNCH    2 0
 CS1495
 CS1495.Superseded values are not recommended for survey control.
 CS1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1495.See file dsdata.txt to determine how the superseded data were derived.
 CS1495
 CS1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA338976(NAD 83)
 CS1495_MARKER: DB = BENCH MARK DISK
 CS1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1495_STAMPING: R 958 1946
 CS1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1495+STABILITY: SURFACE MOTION
 CS1495
 CS1495  HISTORY     - Date     Condition        Report By
 CS1495  HISTORY     - 1946     MONUMENTED       CGS
 CS1495  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS1495
 CS1495                          STATION DESCRIPTION
 CS1495
 CS1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1495'9.4 MI NE FROM BRISTOL.
 CS1495'TO REACH THE MARK FROM THE BRISTOL SCHOOL BUILDING, GO NORTHWEST 0.2
 CS1495'MILES, THENCE NORTHEAST 0.2 MILES, THENCE NORTHWESTERLY 2.0 MILES
 CS1495'ALONG A GRAVEL SURFACED ROAD, THENCE NORTHEAST 0.9 MILES, THENCE
 CS1495'SOUTHEAST 0.3 MILES, THENCE NORTHEAST 3.4 MILES, THENCE SOUTHEAST 2.4
 CS1495'MILES ALONG AN UNIMPROVED ROAD TO THE SITE OF THE MARK.  BENCH MARK IS
 CS1495'ABOUT 0.8 MILES NORTH OF LOCK SIX OF THE TRINITY RIVER, ABOUT 200 FEET
 CS1495'WEST OF A LEVEE, 80.5 FEET SOUTH OF A FARMHOUSE, 15 FEET WEST OF AND
 CS1495'LEVEL WITH THE CENTER LINE OF THE ROAD, 6.5 FEET NORTH OF A 20 INCH
 CS1495'TREE, 1 FOOT SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISC SET IN THE
 CS1495'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 CS1495
 CS1495                          STATION RECOVERY (1962)
 CS1495
 CS1495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0222 ***********************************************************************
 CS0222  DESIGNATION -  R 959
 CS0222  PID         -  CS0222
 CS0222  STATE/COUNTY-  TX/KAUFMAN
 CS0222  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0222
 CS0222                         *CURRENT SURVEY CONTROL
 CS0222  ___________________________________________________________________
 CS0222* NAD 83(1993)-  32 37 43.24487(N)    096 27 18.05864(W)     ADJUSTED  
 CS0222* NAVD 88     -       129.597  (meters)     425.19   (feet)  ADJUSTED  
 CS0222  ___________________________________________________________________
 CS0222  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CS0222  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0222  DYNAMIC HT  -         129.453 (meters)     424.71  (feet)  COMP
 CS0222  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 CS0222
 CS0222  HORZ ORDER  -  SECOND
 CS0222  VERT ORDER  -  SECOND    CLASS 0
 CS0222
 CS0222.The horizontal coordinates were established by classical geodetic methods
 CS0222.and adjusted by the National Geodetic Survey in February 1996..
 CS0222
 CS0222.The orthometric height was determined by differential leveling
 CS0222.and adjusted by the National Geodetic Survey in June 1991..
 CS0222
 CS0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0222
 CS0222.The geoid height was determined by GEOID03.
 CS0222
 CS0222.The dynamic height is computed by dividing the NAVD 88
 CS0222.geopotential number by the normal gravity value computed on the
 CS0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0222.degrees latitude (g = 980.6199 gals.).
 CS0222
 CS0222.The modeled gravity was interpolated from observed gravity values.
 CS0222
 CS0222;                    North         East     Units Scale Factor Converg.
 CS0222;SPC TXNC     - 2,108,545.395   791,875.434   MT  0.99989969   +1 06 55.2
 CS0222;SPC TXNC     - 6,917,786.02  2,598,011.32   sFT  0.99989969   +1 06 55.2
 CS0222;UTM  14      - 3,612,983.873   738,765.737   MT  1.00030303   +1 22 22.4
 CS0222
 CS0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0222!SPC TXNC     -   0.99998365  x   0.99989969  =   0.99988334
 CS0222!UTM  14      -   0.99998365  x   1.00030303  =   1.00028668
 CS0222
 CS0222                          SUPERSEDED SURVEY CONTROL
 CS0222
 CS0222  NAD 83(1986)-  32 37 43.25215(N)    096 27 18.04220(W) AD(       ) 2
 CS0222  NAD 27      -  32 37 42.76900(N)    096 27 17.10100(W) AD(       ) 2
 CS0222  NGVD 29 (??/??/92)  129.608  (m)          425.22   (f) ADJ UNCH    2 0
 CS0222
 CS0222.Superseded values are not recommended for survey control.
 CS0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0222.See file dsdata.txt to determine how the superseded data were derived.
 CS0222
 CS0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3876612984(NAD 83)
 CS0222_MARKER: DB = BENCH MARK DISK
 CS0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0222_STAMPING: R 959 1946
 CS0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0222+STABILITY: SURFACE MOTION
 CS0222
 CS0222  HISTORY     - Date     Condition        Report By
 CS0222  HISTORY     - 1946     MONUMENTED       CGS
 CS0222  HISTORY     - 1947     GOOD             CGS
 CS0222  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0222
 CS0222                          STATION DESCRIPTION
 CS0222
 CS0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0222'IN CRANDALL.
 CS0222'BENCH MARK IS AT THE FIRST CROSSING EAST OF THE TEXAS-NEW ORLEANS
 CS0222'RAILROAD STATION, AT CRANDALL.  74.3 FEET SOUTH OF THE CENTER LINE OF
 CS0222'U.S. HIGHWAY NO. 175, 37 FEET WEST OF THE NORTH-SOUTH ROAD, 20 FEET
 CS0222'NORTH OF THE CENTER LINE OF THE MAIN TRACK.  A BRONZE DISC STAMPED R
 CS0222'959 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 CS0222'INCHES.
 CS0222
 CS0222                          STATION RECOVERY (1947)
 CS0222
 CS0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS0222'SEE STA CRANDALL
 CS0222
 CS0222                          STATION RECOVERY (1961)
 CS0222
 CS0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0829 ***********************************************************************
 CR0829  DESIGNATION -  R 96 RESET 1958
 CR0829  PID         -  CR0829
 CR0829  STATE/COUNTY-  TX/RAINS
 CR0829  USGS QUAD   -  ALBA (1981)
 CR0829
 CR0829                         *CURRENT SURVEY CONTROL
 CR0829  ___________________________________________________________________
 CR0829* NAD 83(1986)-  32 49 55.     (N)    095 41 39.     (W)     SCALED    
 CR0829* NAVD 88     -       140.686  (meters)     461.57   (feet)  ADJUSTED  
 CR0829  ___________________________________________________________________
 CR0829  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CR0829  DYNAMIC HT  -         140.528 (meters)     461.05  (feet)  COMP
 CR0829  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CR0829
 CR0829  VERT ORDER  -  FIRST     CLASS II
 CR0829
 CR0829.The horizontal coordinates were scaled from a topographic map and have
 CR0829.an estimated accuracy of +/- 6 seconds.
 CR0829
 CR0829.The orthometric height was determined by differential leveling
 CR0829.and adjusted by the National Geodetic Survey in June 1991..
 CR0829
 CR0829.The geoid height was determined by GEOID03.
 CR0829
 CR0829.The dynamic height is computed by dividing the NAVD 88
 CR0829.geopotential number by the normal gravity value computed on the
 CR0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0829.degrees latitude (g = 980.6199 gals.).
 CR0829
 CR0829.The modeled gravity was interpolated from observed gravity values.
 CR0829
 CR0829;                    North         East    Units  Estimated Accuracy
 CR0829;SPC TXNC     - 2,132,730.      862,650.      MT  (+/- 180 meters Scaled)
 CR0829
 CR0829                          SUPERSEDED SURVEY CONTROL
 CR0829
 CR0829  NGVD 29 (??/??/92)  140.705  (m)          461.63   (f) ADJ UNCH    1 2
 CR0829
 CR0829.Superseded values are not recommended for survey control.
 CR0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0829.See file dsdata.txt to determine how the superseded data were derived.
 CR0829
 CR0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS478358(NAD 83)
 CR0829_MARKER: DB = BENCH MARK DISK
 CR0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0829_STAMPING: R 96 RESET 1958
 CR0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0829+STABILITY: SURFACE MOTION
 CR0829
 CR0829  HISTORY     - Date     Condition        Report By
 CR0829  HISTORY     - 1958     MONUMENTED       CGS
 CR0829  HISTORY     - 1959     GOOD             NGS
 CR0829  HISTORY     - 19950808 GOOD             USPSQD
 CR0829  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0829
 CR0829                          STATION DESCRIPTION
 CR0829
 CR0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0829'4.4 MI NW FROM ALBA.
 CR0829'ABOUT 4.4 MILES NORTHWEST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE
 CR0829'AT ALBA, OR ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE
 CR0829'COUNTY COURTHOUSE AT EMORY, THENCE ABOUT 5.1 MILES SOUTHEAST ALONG
 CR0829'U.S. HIGHWAY 69, 97 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CR0829'HIGHWAY, 73 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A GRADED
 CR0829'DIRT ROAD LEADING NORTH, 37 1/2 FEET SOUTHWEST OF A FENCE, 2.0 FEET
 CR0829'WEST OF A WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 CR0829'PROJECTING 3 INCHES.
 CR0829
 CR0829                          STATION RECOVERY (1995)
 CR0829
 CR0829'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0829'RECOVERED IN GOOD CONDITION.
 CR0829
 CR0829                          STATION RECOVERY (2004)
 CR0829
 CR0829'RECOVERY NOTE BY US POWER SQUADRON 2004 (LLJ)
 CR0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0243 ***********************************************************************
 CS0243  DESIGNATION -  R 960
 CS0243  PID         -  CS0243
 CS0243  STATE/COUNTY-  TX/KAUFMAN
 CS0243  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0243
 CS0243                         *CURRENT SURVEY CONTROL
 CS0243  ___________________________________________________________________
 CS0243* NAD 83(1986)-  32 40 04.     (N)    096 24 21.     (W)     SCALED    
 CS0243* NAVD 88     -       139.843  (meters)     458.80   (feet)  ADJUSTED  
 CS0243  ___________________________________________________________________
 CS0243  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0243  DYNAMIC HT  -         139.689 (meters)     458.30  (feet)  COMP
 CS0243  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CS0243
 CS0243  VERT ORDER  -  SECOND    CLASS 0
 CS0243
 CS0243.The horizontal coordinates were scaled from a topographic map and have
 CS0243.an estimated accuracy of +/- 6 seconds.
 CS0243
 CS0243.The orthometric height was determined by differential leveling
 CS0243.and adjusted by the National Geodetic Survey in June 1991..
 CS0243
 CS0243.The geoid height was determined by GEOID03.
 CS0243
 CS0243.The dynamic height is computed by dividing the NAVD 88
 CS0243.geopotential number by the normal gravity value computed on the
 CS0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0243.degrees latitude (g = 980.6199 gals.).
 CS0243
 CS0243.The modeled gravity was interpolated from observed gravity values.
 CS0243
 CS0243;                    North         East    Units  Estimated Accuracy
 CS0243;SPC TXNC     - 2,112,970.      796,400.      MT  (+/- 180 meters Scaled)
 CS0243
 CS0243                          SUPERSEDED SURVEY CONTROL
 CS0243
 CS0243  NGVD 29 (??/??/92)  139.849  (m)          458.82   (f) ADJ UNCH    2 0
 CS0243
 CS0243.Superseded values are not recommended for survey control.
 CS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0243.See file dsdata.txt to determine how the superseded data were derived.
 CS0243
 CS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB432174(NAD 83)
 CS0243_MARKER: DB = BENCH MARK DISK
 CS0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0243_STAMPING: R 960 1946
 CS0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0243+STABILITY: SURFACE MOTION
 CS0243
 CS0243  HISTORY     - Date     Condition        Report By
 CS0243  HISTORY     - 1946     MONUMENTED       CGS
 CS0243
 CS0243                          STATION DESCRIPTION
 CS0243
 CS0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0243'4.1 MI NE FROM CRANDALL.
 CS0243'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0243'CRANDALL, GO EAST ABOUT 0.4 MILES ALONG U.S. HIGHWAY NO. 175, THENCE
 CS0243'NORTHEAST ABOUT 3.7 MILES ALONG AN UNIMPROVED ROAD TO SITE OF THE
 CS0243'MARK.  BENCH MARK IS 34 FEET SOUTHEAST OF AN 8 X 4 FOOT WOOD CULVERT,
 CS0243'30.2 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 8.3
 CS0243'FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A 4 X 4 MARKER POST. A
 CS0243'BRONZE DISC STAMPED R 960 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS0243'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1439 ***********************************************************************
 CS1439  DESIGNATION -  R 961
 CS1439  PID         -  CS1439
 CS1439  STATE/COUNTY-  TX/DALLAS
 CS1439  USGS QUAD   -  HUTCHINS (1973)
 CS1439
 CS1439                         *CURRENT SURVEY CONTROL
 CS1439  ___________________________________________________________________
 CS1439* NAD 83(1986)-  32 43 24.     (N)    096 41 52.     (W)     SCALED    
 CS1439* NAVD 88     -       134.289  (meters)     440.58   (feet)  ADJUSTED  
 CS1439  ___________________________________________________________________
 CS1439  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CS1439  DYNAMIC HT  -         134.137 (meters)     440.08  (feet)  COMP
 CS1439  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 CS1439
 CS1439  VERT ORDER  -  SECOND    CLASS 0
 CS1439
 CS1439.The horizontal coordinates were scaled from a topographic map and have
 CS1439.an estimated accuracy of +/- 6 seconds.
 CS1439
 CS1439.The orthometric height was determined by differential leveling
 CS1439.and adjusted by the National Geodetic Survey in June 1991..
 CS1439
 CS1439.The geoid height was determined by GEOID03.
 CS1439
 CS1439.The dynamic height is computed by dividing the NAVD 88
 CS1439.geopotential number by the normal gravity value computed on the
 CS1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1439.degrees latitude (g = 980.6199 gals.).
 CS1439
 CS1439.The modeled gravity was interpolated from observed gravity values.
 CS1439
 CS1439;                    North         East    Units  Estimated Accuracy
 CS1439;SPC TXNC     - 2,118,620.      768,920.      MT  (+/- 180 meters Scaled)
 CS1439
 CS1439                          SUPERSEDED SURVEY CONTROL
 CS1439
 CS1439  NGVD 29 (??/??/92)  134.305  (m)          440.63   (f) ADJ UNCH    2 0
 CS1439
 CS1439.Superseded values are not recommended for survey control.
 CS1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1439.See file dsdata.txt to determine how the superseded data were derived.
 CS1439
 CS1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB157229(NAD 83)
 CS1439_MARKER: DB = BENCH MARK DISK
 CS1439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1439_SP_SET: ABUTMENT
 CS1439_STAMPING: R 961 1946
 CS1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1439
 CS1439  HISTORY     - Date     Condition        Report By
 CS1439  HISTORY     - 1946     MONUMENTED       CGS
 CS1439  HISTORY     - 1947     GOOD             NGS
 CS1439  HISTORY     - 1958     GOOD             NGS
 CS1439  HISTORY     - 20030602 GOOD             TX1730
 CS1439
 CS1439                          STATION DESCRIPTION
 CS1439
 CS1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1439'4.2 MI NW FROM RYLIE.
 CS1439'ABOUT 4.2 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 175 FROM THE H.S.
 CS1439'CHERRY JR. SCHOOL AT RYLIE, 15.0 FEET SOUTHWEST OF AND ABOUT LEVEL
 CS1439'WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTHWEST END OF
 CS1439'THE SOUTHEAST CONCRETE ABUTEMENT OF A BRIDGE OVER ELAM BRANCH.  A
 CS1439'BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 CS1439
 CS1439                          STATION RECOVERY (1958)
 CS1439
 CS1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1439'RECOVERED IN GOOD CONDITION.
 CS1439
 CS1439                          STATION RECOVERY (2003)
 CS1439
 CS1439'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS1439'TOP OF SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTEMENT FOR BRIDGE
 CS1439'OVER ELAM BRANCH OF NORTHWEST BOUND ACCESS ROAD FOR US 175 0.15 MILE
 CS1439'SOUTHEAST OF JIM MILLER ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0716 ***********************************************************************
 AY0716  DESIGNATION -  R 962
 AY0716  PID         -  AY0716
 AY0716  STATE/COUNTY-  TX/BEXAR
 AY0716  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0716
 AY0716                         *CURRENT SURVEY CONTROL
 AY0716  ___________________________________________________________________
 AY0716* NAD 83(1986)-  29 26 59.     (N)    098 30 49.     (W)     SCALED    
 AY0716* NAVD 88     -       217.691  (meters)     714.21   (feet)  ADJUSTED  
 AY0716  ___________________________________________________________________
 AY0716  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AY0716  DYNAMIC HT  -         217.374 (meters)     713.17  (feet)  COMP
 AY0716  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AY0716
 AY0716  VERT ORDER  -  FIRST     CLASS II
 AY0716
 AY0716.The horizontal coordinates were scaled from a topographic map and have
 AY0716.an estimated accuracy of +/- 6 seconds.
 AY0716
 AY0716.The orthometric height was determined by differential leveling
 AY0716.and adjusted by the National Geodetic Survey in June 1991..
 AY0716
 AY0716.The geoid height was determined by GEOID03.
 AY0716
 AY0716.The dynamic height is computed by dividing the NAVD 88
 AY0716.geopotential number by the normal gravity value computed on the
 AY0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0716.degrees latitude (g = 980.6199 gals.).
 AY0716
 AY0716.The modeled gravity was interpolated from observed gravity values.
 AY0716
 AY0716;                    North         East    Units  Estimated Accuracy
 AY0716;SPC TXSC     - 4,179,240.      647,180.      MT  (+/- 180 meters Scaled)
 AY0716
 AY0716                          SUPERSEDED SURVEY CONTROL
 AY0716
 AY0716.No superseded survey control is available for this station.
 AY0716
 AY0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT471579(NAD 83)
 AY0716_MARKER: DB = BENCH MARK DISK
 AY0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0716_SP_SET: BUILDING
 AY0716_STAMPING: R 962 1946
 AY0716_MARK LOGO: CGS   
 AY0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0716
 AY0716  HISTORY     - Date     Condition        Report By
 AY0716  HISTORY     - 1946     MONUMENTED       CGS
 AY0716  HISTORY     - 1982     GOOD             NGS
 AY0716  HISTORY     - 1989     GOOD             USPSQD
 AY0716  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0716  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 AY0716
 AY0716                          STATION DESCRIPTION
 AY0716
 AY0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0716'IN SAN ANTONIO.
 AY0716'AT SAN ANTONIO, ALONG WEST ASHBY STREET, BETWEEN THE TEXAS AND NEW
 AY0716'ORLEANS RAILWAY AND ST. ANN STREET, AT THE BEACON HILL SCHOOL, SET
 AY0716'VERTICALLY IN THE SOUTH BRICK FACE OF THE BUILDING, 0.7 FOOT EAST OF
 AY0716'THE SOUTHWEST CORNER, 4.6 FEET ABOVE THE GROUND.
 AY0716
 AY0716                          STATION RECOVERY (1982)
 AY0716
 AY0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0716'NOTE, NEW DESCRIPTION FOLLOWS, 2.3 KM (1.45 MI) NORTHWEST ALONG
 AY0716'CAMARON STREET FROM THE NORTHWEST CORNER OF THE CITY HALL AND WEST
 AY0716'COMMERCE STREET, TO THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE
 AY0716'POINT INTERSECTION, THENCE 1.1 KM (0.7 MI) NORTHWEST ALONG
 AY0716'FREDERICKSBURG ROAD, THENCE 0.2 KM (0.15 MI) WEST ALONG ASHBY STREET
 AY0716'AT THE SOUTHWEST CORNER OF THE BEACON HILL SCHOOL, THE MARK IS SET
 AY0716'VERTICALLY IN THE SOUTH BRICK WALL, 0.2 METER (0.7 FT) EAST OF THE
 AY0716'SOUTHWEST CORNER OF THE BUILDING, THE MARK IS ABOUT 30.4 METERS
 AY0716'(100.0 FT) NORTH OF THE CENTER OF ASHBY STREET.
 AY0716'THE MARK IS 1.3 M ABOVE GROUND.
 AY0716
 AY0716                          STATION RECOVERY (1989)
 AY0716
 AY0716'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0716'RECOVERED IN GOOD CONDITION.
 AY0716
 AY0716                          STATION RECOVERY (1999)
 AY0716
 AY0716'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0716'MARK NOT FOUND.
 AY0716
 AY0716                          STATION RECOVERY (2003)
 AY0716
 AY0716'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0266 ***********************************************************************
 AY0266  DESIGNATION -  R 963
 AY0266  PID         -  AY0266
 AY0266  STATE/COUNTY-  TX/BEXAR
 AY0266  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0266
 AY0266                         *CURRENT SURVEY CONTROL
 AY0266  ___________________________________________________________________
 AY0266* NAD 83(1986)-  29 26 50.     (N)    098 29 34.     (W)     SCALED    
 AY0266* NAVD 88     -       213.457  (meters)     700.32   (feet)  ADJUSTED  
 AY0266  ___________________________________________________________________
 AY0266  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY0266  DYNAMIC HT  -         213.147 (meters)     699.30  (feet)  COMP
 AY0266  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 AY0266
 AY0266  VERT ORDER  -  FIRST     CLASS II
 AY0266
 AY0266.The horizontal coordinates were scaled from a topographic map and have
 AY0266.an estimated accuracy of +/- 6 seconds.
 AY0266
 AY0266.The orthometric height was determined by differential leveling
 AY0266.and adjusted by the National Geodetic Survey in June 1991..
 AY0266
 AY0266.The geoid height was determined by GEOID03.
 AY0266
 AY0266.The dynamic height is computed by dividing the NAVD 88
 AY0266.geopotential number by the normal gravity value computed on the
 AY0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0266.degrees latitude (g = 980.6199 gals.).
 AY0266
 AY0266.The modeled gravity was interpolated from observed gravity values.
 AY0266
 AY0266;                    North         East    Units  Estimated Accuracy
 AY0266;SPC TXSC     - 4,178,970.      649,200.      MT  (+/- 180 meters Scaled)
 AY0266
 AY0266                          SUPERSEDED SURVEY CONTROL
 AY0266
 AY0266  NGVD 29 (??/??/92)  213.335  (m)          699.92   (f) ADJ UNCH    1 2
 AY0266
 AY0266.Superseded values are not recommended for survey control.
 AY0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0266.See file dsdata.txt to determine how the superseded data were derived.
 AY0266
 AY0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT491576(NAD 83)
 AY0266_MARKER: DB = BENCH MARK DISK
 AY0266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0266_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0266_STAMPING: R 963 1946
 AY0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0266
 AY0266  HISTORY     - Date     Condition        Report By
 AY0266  HISTORY     - 1946     MONUMENTED       CGS
 AY0266  HISTORY     - 1989     GOOD             USPSQD
 AY0266  HISTORY     - 19990213 GOOD             USPSQD
 AY0266
 AY0266                          STATION DESCRIPTION
 AY0266
 AY0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0266'IN SAN ANTONIO.
 AY0266'AT SAN ANTONIO, AT THE NORTHEAST CORNER OF THE INTERSECTION OF OGDEN
 AY0266'STREET AND WAST DEWEY PLACE, 42.9 FEET EAST OF THE LINE OF THE EAST
 AY0266'CURB OF OGDEN STREET, 4.0 FEET NORTH OF THE NORTH CURB OF EAST DEWEY
 AY0266'PLACE, 18.5 FEET EAST SOUTHEAST OF BENCH MARK G 962 (CSA), MIDWAY
 AY0266'BETWEEN THE CURB AND SIDEWALK AND MIDWAY BETWEEN TWO HACKBERRY TREES,
 AY0266'SET IN THE TOP OF CEMENT POURED INTO AN 8-INCH CONCRETE PIPE WHICH
 AY0266'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AY0266
 AY0266                          STATION RECOVERY (1989)
 AY0266
 AY0266'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0266'RECOVERED IN GOOD CONDITION.
 AY0266
 AY0266                          STATION RECOVERY (1999)
 AY0266
 AY0266'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0503 ***********************************************************************
 CR0503  DESIGNATION -  R 964
 CR0503  PID         -  CR0503
 CR0503  STATE/COUNTY-  TX/VAN ZANDT
 CR0503  USGS QUAD   -  CHANDLER (1973)
 CR0503
 CR0503                         *CURRENT SURVEY CONTROL
 CR0503  ___________________________________________________________________
 CR0503* NAD 83(1986)-  32 21 51.     (N)    095 27 16.     (W)     SCALED    
 CR0503* NAVD 88     -       111.900  (meters)     367.13   (feet)  ADJUSTED  
 CR0503  ___________________________________________________________________
 CR0503  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CR0503  DYNAMIC HT  -         111.769 (meters)     366.70  (feet)  COMP
 CR0503  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 CR0503
 CR0503  VERT ORDER  -  SECOND    CLASS 0
 CR0503
 CR0503.The horizontal coordinates were scaled from a topographic map and have
 CR0503.an estimated accuracy of +/- 6 seconds.
 CR0503
 CR0503.The orthometric height was determined by differential leveling
 CR0503.and adjusted by the National Geodetic Survey in June 1991..
 CR0503
 CR0503.The geoid height was determined by GEOID03.
 CR0503
 CR0503.The dynamic height is computed by dividing the NAVD 88
 CR0503.geopotential number by the normal gravity value computed on the
 CR0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0503.degrees latitude (g = 980.6199 gals.).
 CR0503
 CR0503.The modeled gravity was interpolated from observed gravity values.
 CR0503
 CR0503;                    North         East    Units  Estimated Accuracy
 CR0503;SPC TXNC     - 2,081,500.      886,590.      MT  (+/- 180 meters Scaled)
 CR0503
 CR0503                          SUPERSEDED SURVEY CONTROL
 CR0503
 CR0503  NGVD 29 (??/??/92)  111.927  (m)          367.21   (f) ADJ UNCH    2 0
 CR0503
 CR0503.Superseded values are not recommended for survey control.
 CR0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0503.See file dsdata.txt to determine how the superseded data were derived.
 CR0503
 CR0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR690834(NAD 83)
 CR0503_MARKER: DB = BENCH MARK DISK
 CR0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0503_SP_SET: ABUTMENT
 CR0503_STAMPING: R 964 1948
 CR0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR0503+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0503
 CR0503  HISTORY     - Date     Condition        Report By
 CR0503  HISTORY     - 1948     MONUMENTED       CGS
 CR0503  HISTORY     - 19950911 GOOD             USPSQD
 CR0503  HISTORY     - 20040605 GOOD             USPSQD
 CR0503
 CR0503                          STATION DESCRIPTION
 CR0503
 CR0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0503'7.4 MI W FROM TYLER.
 CR0503'7.4 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF STATE
 CR0503'HIGHWAY 31 AT THE WEST EDGE OF TYLER, 15.1 FEET SOUTH OF THE CENTER
 CR0503'LINE OF THE HIGHWAY, 4.0 FEET NORTH OF THE SOUTH END OF THE SOUTHWEST
 CR0503'ABUTMENT OF THE NECHES RIVER BRIDGE, 2.3 FEET BELOW THE TOP OF THE
 CR0503'ABUTMENT AND SET IN THE TOP OF THE LOWER PORTION OF THE ABUTMENT.
 CR0503
 CR0503                          STATION RECOVERY (1995)
 CR0503
 CR0503'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0503'RECOVERED IN GOOD CONDITION.
 CR0503
 CR0503                          STATION RECOVERY (2004)
 CR0503
 CR0503'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0950 ***********************************************************************
 CR0950  DESIGNATION -  R 965
 CR0950  PID         -  CR0950
 CR0950  STATE/COUNTY-  TX/VAN ZANDT
 CR0950  USGS QUAD   -  CANTON (1981)
 CR0950
 CR0950                         *CURRENT SURVEY CONTROL
 CR0950  ___________________________________________________________________
 CR0950* NAD 83(1986)-  32 31 16.     (N)    095 48 37.     (W)     SCALED    
 CR0950* NAVD 88     -       162.910  (meters)     534.48   (feet)  ADJUSTED  
 CR0950  ___________________________________________________________________
 CR0950  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CR0950  DYNAMIC HT  -         162.723 (meters)     533.87  (feet)  COMP
 CR0950  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CR0950
 CR0950  VERT ORDER  -  SECOND    CLASS 0
 CR0950
 CR0950.The horizontal coordinates were scaled from a topographic map and have
 CR0950.an estimated accuracy of +/- 6 seconds.
 CR0950
 CR0950.The orthometric height was determined by differential leveling
 CR0950.and adjusted by the National Geodetic Survey in June 1991..
 CR0950
 CR0950.The geoid height was determined by GEOID03.
 CR0950
 CR0950.The dynamic height is computed by dividing the NAVD 88
 CR0950.geopotential number by the normal gravity value computed on the
 CR0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0950.degrees latitude (g = 980.6199 gals.).
 CR0950
 CR0950.The modeled gravity was interpolated from observed gravity values.
 CR0950
 CR0950;                    North         East    Units  Estimated Accuracy
 CR0950;SPC TXNC     - 2,097,990.      852,660.      MT  (+/- 180 meters Scaled)
 CR0950
 CR0950                          SUPERSEDED SURVEY CONTROL
 CR0950
 CR0950  NGVD 29 (??/??/92)  162.923  (m)          534.52   (f) ADJ UNCH    2 0
 CR0950
 CR0950.Superseded values are not recommended for survey control.
 CR0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0950.See file dsdata.txt to determine how the superseded data were derived.
 CR0950
 CR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS360016(NAD 83)
 CR0950_MARKER: DB = BENCH MARK DISK
 CR0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0950_STAMPING: R 965 1948
 CR0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0950+STABILITY: SURFACE MOTION
 CR0950
 CR0950  HISTORY     - Date     Condition        Report By
 CR0950  HISTORY     - 1948     MONUMENTED       CGS
 CR0950  HISTORY     - 19950915 GOOD             USPSQD
 CR0950
 CR0950                          STATION DESCRIPTION
 CR0950
 CR0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0950'3.95 MI SE FROM CANTON.
 CR0950'3.95 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 CR0950'CANTON, 141 YARDS (PACED) NORTHWEST OF THE CENTER LINE OF A ROAD
 CR0950'LEADING SOUTHWEST, 267.9 FEET NORTH OF AND ACROSS THE HIGHWAY FROM THE
 CR0950'NORTH CORNER OF A FARMHOUSE, 60 YARDS (PACED) SOUTHEAST OF A FARMHOUSE
 CR0950'ON THE NORTHEAST SIDE OF THE HIGHWAY, 58.6 FEET NORTHEAST OF THE
 CR0950'CENTER LINE OF THE HIGHWAY, 16.9 FEET SOUTHEAST OF A 24-INCH SYCAMORE
 CR0950'TREE, 2.9 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 CR0950'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CR0950
 CR0950                          STATION RECOVERY (1995)
 CR0950
 CR0950'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0895 ***********************************************************************
 BL0895  DESIGNATION -  R 966
 BL0895  PID         -  BL0895
 BL0895  STATE/COUNTY-  TX/TRINITY
 BL0895  USGS QUAD   -  TRINITY EAST (1972)
 BL0895
 BL0895                         *CURRENT SURVEY CONTROL
 BL0895  ___________________________________________________________________
 BL0895* NAD 83(1986)-  30 58 27.     (N)    095 19 25.     (W)     SCALED    
 BL0895* NAVD 88     -        49.94   (+/-2cm)     163.8    (feet)  VERTCON   
 BL0895  ___________________________________________________________________
 BL0895  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL0895
 BL0895  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0895
 BL0895.The horizontal coordinates were scaled from a topographic map and have
 BL0895.an estimated accuracy of +/- 6 seconds.
 BL0895
 BL0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0895.The vertical order pertains to the NGVD 29 superseded value.
 BL0895
 BL0895.The geoid height was determined by GEOID03.
 BL0895
 BL0895;                    North         East    Units  Estimated Accuracy
 BL0895;SPC TX C     - 3,155,720.    1,178,360.      MT  (+/- 180 meters Scaled)
 BL0895
 BL0895                          SUPERSEDED SURVEY CONTROL
 BL0895
 BL0895  NGVD 29 (??/??/92)   49.946  (m)          163.86   (f) ADJ UNCH    2 0
 BL0895
 BL0895.Superseded values are not recommended for survey control.
 BL0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0895.See file dsdata.txt to determine how the superseded data were derived.
 BL0895
 BL0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ780290(NAD 83)
 BL0895_MARKER: DB = BENCH MARK DISK
 BL0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0895_STAMPING: R 966 1948
 BL0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0895+STABILITY: SURFACE MOTION
 BL0895
 BL0895  HISTORY     - Date     Condition        Report By
 BL0895  HISTORY     - 1948     MONUMENTED       CGS
 BL0895  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0895
 BL0895                          STATION DESCRIPTION
 BL0895
 BL0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0895'3.55 MI NE FROM TRINITY.
 BL0895'3.55 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE MISSOURI PACIFIC
 BL0895'RAILWAY STATION AT TRINITY, 0.7 MILE NORTHEAST OF WHITE ROCK CREEK,
 BL0895'196.2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY (MEASURED ALONG
 BL0895'THE CENTER LINE OF AND THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING
 BL0895'SOUTHEAST), 41.0 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD
 BL0895'(MEASURED FROM THE CENTER OF A CURVE), 25.0 FEET NORTHEAST OF A
 BL0895'12-INCH ELM TREE, 7.0 FEET SOUTHWEST OF A 14-INCH ELM TREE, 2.8 FEET
 BL0895'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0895'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BL0895
 BL0895                          STATION RECOVERY (1996)
 BL0895
 BL0895'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0758 ***********************************************************************
 CS0758  DESIGNATION -  R 967
 CS0758  PID         -  CS0758
 CS0758  STATE/COUNTY-  TX/ELLIS
 CS0758  USGS QUAD   -  ENNIS WEST (1978)
 CS0758
 CS0758                         *CURRENT SURVEY CONTROL
 CS0758  ___________________________________________________________________
 CS0758* NAD 83(1986)-  32 22 09.     (N)    096 40 53.     (W)     SCALED    
 CS0758* NAVD 88     -       144.156  (meters)     472.95   (feet)  ADJUSTED  
 CS0758  ___________________________________________________________________
 CS0758  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CS0758  DYNAMIC HT  -         143.989 (meters)     472.40  (feet)  COMP
 CS0758  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 CS0758
 CS0758  VERT ORDER  -  SECOND    CLASS 0
 CS0758
 CS0758.The horizontal coordinates were scaled from a topographic map and have
 CS0758.an estimated accuracy of +/- 6 seconds.
 CS0758
 CS0758.The orthometric height was determined by differential leveling
 CS0758.and adjusted by the National Geodetic Survey in June 1991..
 CS0758
 CS0758.The geoid height was determined by GEOID03.
 CS0758
 CS0758.The dynamic height is computed by dividing the NAVD 88
 CS0758.geopotential number by the normal gravity value computed on the
 CS0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0758.degrees latitude (g = 980.6199 gals.).
 CS0758
 CS0758.The modeled gravity was interpolated from observed gravity values.
 CS0758
 CS0758;                    North         East    Units  Estimated Accuracy
 CS0758;SPC TXNC     - 2,079,380.      771,140.      MT  (+/- 180 meters Scaled)
 CS0758
 CS0758                          SUPERSEDED SURVEY CONTROL
 CS0758
 CS0758  NGVD 29 (??/??/92)  144.160  (m)          472.96   (f) ADJ UNCH    2 0
 CS0758
 CS0758.Superseded values are not recommended for survey control.
 CS0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0758.See file dsdata.txt to determine how the superseded data were derived.
 CS0758
 CS0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA181837(NAD 83)
 CS0758_MARKER: DB = BENCH MARK DISK
 CS0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0758_SP_SET: CULVERT
 CS0758_STAMPING: R 967 1946
 CS0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0758
 CS0758  HISTORY     - Date     Condition        Report By
 CS0758  HISTORY     - 1946     MONUMENTED       CGS
 CS0758  HISTORY     - 1966     GOOD             NGS
 CS0758  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0758
 CS0758                          STATION DESCRIPTION
 CS0758
 CS0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0758'2.0 MI W FROM GARRETT.
 CS0758'2.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE BRICK
 CS0758'SCHOOL HOUSE AT GARRETT, ELLIS COUNTY, 8 POLES EAST OF MILEPOST 2, AT
 CS0758'CONCRETE CULVERT 1/69, IN THE TOP OF THE NORTH HEAD WALL, 31.5 FEET
 CS0758'NORTH OF THE CENTER LINE OF THE TRACK, 1 FOOT WEST OF THE EAST END OF
 CS0758'THE HEAD WALL, AND ABOUT 15 FEET LOWER THAN THE TRACK.  A STANDARD
 CS0758'DISK, STAMPED R 967 1946.
 CS0758
 CS0758                          STATION RECOVERY (2002)
 CS0758
 CS0758'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1531 ***********************************************************************
 BY1531  DESIGNATION -  R 968
 BY1531  PID         -  BY1531
 BY1531  STATE/COUNTY-  TX/TRINITY
 BY1531  USGS QUAD   -  PENNINGTON (1963)
 BY1531
 BY1531                         *CURRENT SURVEY CONTROL
 BY1531  ___________________________________________________________________
 BY1531* NAD 83(1986)-  31 14 22.     (N)    095 09 11.     (W)     SCALED    
 BY1531* NAVD 88     -       101.22   (+/-2cm)     332.1    (feet)  VERTCON   
 BY1531  ___________________________________________________________________
 BY1531  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1531
 BY1531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1531
 BY1531.The horizontal coordinates were scaled from a topographic map and have
 BY1531.an estimated accuracy of +/- 6 seconds.
 BY1531
 BY1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1531.The vertical order pertains to the NGVD 29 superseded value.
 BY1531
 BY1531.The geoid height was determined by GEOID03.
 BY1531
 BY1531;                    North         East    Units  Estimated Accuracy
 BY1531;SPC TX C     - 3,185,840.    1,193,270.      MT  (+/- 180 meters Scaled)
 BY1531
 BY1531                          SUPERSEDED SURVEY CONTROL
 BY1531
 BY1531  NGVD 29 (??/??/92)  101.237  (m)          332.14   (f) ADJ UNCH    2 0
 BY1531
 BY1531.Superseded values are not recommended for survey control.
 BY1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1531.See file dsdata.txt to determine how the superseded data were derived.
 BY1531
 BY1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ949581(NAD 83)
 BY1531_MARKER: DB = BENCH MARK DISK
 BY1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1531_STAMPING: R 968 1948
 BY1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1531+STABILITY: SURFACE MOTION
 BY1531
 BY1531  HISTORY     - Date     Condition        Report By
 BY1531  HISTORY     - 1948     MONUMENTED       CGS
 BY1531
 BY1531                          STATION DESCRIPTION
 BY1531
 BY1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1531'7.2 MI N FROM PENNINGTON.
 BY1531'2.5 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1531'PENNINGTON, THENCE 4.7 MILES NORTH ALONG A GRADED DIRT ROAD, 99.8 FEET
 BY1531'NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 42.8 FEET NORTHWEST
 BY1531'OF THE CENTER LINE OF THE ROAD, 37.1 FEET WEST NORTHWEST OF THE
 BY1531'NORTHWEST END OF A 16-INCH CORRUGATED IRON CULVERT, 1.9 FEET SOUTHWEST
 BY1531'OF A REFERENCE POST, 1.6 FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF
 BY1531'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0401 ***********************************************************************
 CS0401  DESIGNATION -  R 969
 CS0401  PID         -  CS0401
 CS0401  STATE/COUNTY-  TX/KAUFMAN
 CS0401  USGS QUAD   -  KEMP (1981)
 CS0401
 CS0401                         *CURRENT SURVEY CONTROL
 CS0401  ___________________________________________________________________
 CS0401* NAD 83(1986)-  32 25 10.     (N)    096 14 08.     (W)     SCALED    
 CS0401* NAVD 88     -        98.767  (meters)     324.04   (feet)  ADJUSTED  
 CS0401  ___________________________________________________________________
 CS0401  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0401  DYNAMIC HT  -          98.655 (meters)     323.67  (feet)  COMP
 CS0401  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 CS0401
 CS0401  VERT ORDER  -  SECOND    CLASS 0
 CS0401
 CS0401.The horizontal coordinates were scaled from a topographic map and have
 CS0401.an estimated accuracy of +/- 6 seconds.
 CS0401
 CS0401.The orthometric height was determined by differential leveling
 CS0401.and adjusted by the National Geodetic Survey in June 1991..
 CS0401
 CS0401.The geoid height was determined by GEOID03.
 CS0401
 CS0401.The dynamic height is computed by dividing the NAVD 88
 CS0401.geopotential number by the normal gravity value computed on the
 CS0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0401.degrees latitude (g = 980.6199 gals.).
 CS0401
 CS0401.The modeled gravity was interpolated from observed gravity values.
 CS0401
 CS0401;                    North         East    Units  Estimated Accuracy
 CS0401;SPC TXNC     - 2,085,770.      812,960.      MT  (+/- 180 meters Scaled)
 CS0401
 CS0401                          SUPERSEDED SURVEY CONTROL
 CS0401
 CS0401  NGVD 29 (??/??/92)   98.78   (m)          324.1    (f) COMPUTED    2 0
 CS0401
 CS0401.Superseded values are not recommended for survey control.
 CS0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0401.See file dsdata.txt to determine how the superseded data were derived.
 CS0401
 CS0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA599902(NAD 83)
 CS0401_MARKER: DB = BENCH MARK DISK
 CS0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0401_STAMPING: R 969 1946
 CS0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0401+STABILITY: SURFACE MOTION
 CS0401
 CS0401  HISTORY     - Date     Condition        Report By
 CS0401  HISTORY     - 1946     MONUMENTED       CGS
 CS0401
 CS0401                          STATION DESCRIPTION
 CS0401
 CS0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0401'1.3 MI SW FROM KEMP.
 CS0401'1.3 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 274 FROM KEMP GRAMMAR
 CS0401'SCHOOL AT KEMP, 100 YARDS SOUTHWEST OF A FARMHOUSE, 46 FEET SOUTHEAST
 CS0401'OF AND 3 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY, 66 FEET SOUTH
 CS0401'OF A 6-INCH BLACKBERRY TREE, 4 FEET NORTHWEST OF A FENCE CORNER AND
 CS0401'1.0 FOOT SOUTH OF A 4 X 4-INCH WITNESS POST.  A STANDARD DISK, STAMPED
 CS0401'R 969 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CS0401'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0126 ***********************************************************************
 DN0126  DESIGNATION -  R 97
 DN0126  PID         -  DN0126
 DN0126  STATE/COUNTY-  TX/FANNIN
 DN0126  USGS QUAD   -  TRENTON (1964)
 DN0126
 DN0126                         *CURRENT SURVEY CONTROL
 DN0126  ___________________________________________________________________
 DN0126* NAD 83(1986)-  33 25 46.     (N)    096 20 21.     (W)     SCALED    
 DN0126* NAVD 88     -       233.661  (meters)     766.60   (feet)  ADJUSTED  
 DN0126  ___________________________________________________________________
 DN0126  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DN0126  DYNAMIC HT  -         233.411 (meters)     765.78  (feet)  COMP
 DN0126  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 DN0126
 DN0126  VERT ORDER  -  FIRST     CLASS II
 DN0126
 DN0126.The horizontal coordinates were scaled from a topographic map and have
 DN0126.an estimated accuracy of +/- 6 seconds.
 DN0126
 DN0126.The orthometric height was determined by differential leveling
 DN0126.and adjusted by the National Geodetic Survey in June 1991..
 DN0126
 DN0126.The geoid height was determined by GEOID03.
 DN0126
 DN0126.The dynamic height is computed by dividing the NAVD 88
 DN0126.geopotential number by the normal gravity value computed on the
 DN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0126.degrees latitude (g = 980.6199 gals.).
 DN0126
 DN0126.The modeled gravity was interpolated from observed gravity values.
 DN0126
 DN0126;                    North         East    Units  Estimated Accuracy
 DN0126;SPC TXNC     - 2,197,540.      800,920.      MT  (+/- 180 meters Scaled)
 DN0126
 DN0126                          SUPERSEDED SURVEY CONTROL
 DN0126
 DN0126  NGVD 29 (??/??/92)  233.636  (m)          766.52   (f) ADJ UNCH    1 2
 DN0126
 DN0126.Superseded values are not recommended for survey control.
 DN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0126.See file dsdata.txt to determine how the superseded data were derived.
 DN0126
 DN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC473020(NAD 83)
 DN0126_MARKER: DB = BENCH MARK DISK
 DN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0126_STAMPING: R 97 1933
 DN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0126+STABILITY: SURFACE MOTION
 DN0126
 DN0126  HISTORY     - Date     Condition        Report By
 DN0126  HISTORY     - 1933     MONUMENTED       CGS
 DN0126  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0126  HISTORY     - 19940405 MARK NOT FOUND   USPSQD
 DN0126  HISTORY     - 20021015 MARK NOT FOUND   INDIV
 DN0126
 DN0126                          STATION DESCRIPTION
 DN0126
 DN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0126'IN TRENTON.
 DN0126'AT TRENTON, FANNIN COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0126'TEXAS, 400 FEET SOUTH OF THE STATION, 900 FEET SOUTH OF MILEPOST 688,
 DN0126'60 FEET WEST OF THE MAIN TRACK, AND AT THE RAILROAD PROPERTY LINE.  A
 DN0126'STANDARD DISK, STAMPED R 97 1933 AND SET IN THE TOP OF A CONCRETE
 DN0126'POST.
 DN0126
 DN0126                          STATION RECOVERY (1986)
 DN0126
 DN0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0126'MARK NOT FOUND.
 DN0126
 DN0126                          STATION RECOVERY (1994)
 DN0126
 DN0126'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0126'MARK NOT FOUND.
 DN0126
 DN0126                          STATION RECOVERY (2002)
 DN0126
 DN0126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0126'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1390 ***********************************************************************
 CS1390  DESIGNATION -  R 970 RESET 1962
 CS1390  PID         -  CS1390
 CS1390  STATE/COUNTY-  TX/DALLAS
 CS1390  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1390
 CS1390                         *CURRENT SURVEY CONTROL
 CS1390  ___________________________________________________________________
 CS1390* NAD 83(1986)-  32 49 22.     (N)    096 38 50.     (W)     SCALED    
 CS1390* NAVD 88     -       159.32   (+/-2cm)     522.7    (feet)  VERTCON   
 CS1390  ___________________________________________________________________
 CS1390  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CS1390
 CS1390  VERT ORDER  -  THIRD (See Below)
 CS1390
 CS1390.The horizontal coordinates were scaled from a topographic map and have
 CS1390.an estimated accuracy of +/- 6 seconds.
 CS1390
 CS1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1390.The vertical order pertains to the NGVD 29 superseded value.
 CS1390
 CS1390.The geoid height was determined by GEOID03.
 CS1390
 CS1390;                    North         East    Units  Estimated Accuracy
 CS1390;SPC TXNC     - 2,129,730.      773,460.      MT  (+/- 180 meters Scaled)
 CS1390
 CS1390                          SUPERSEDED SURVEY CONTROL
 CS1390
 CS1390  NGVD 29 (01/29/03)  159.33   (m)          522.7    (f) RESET       3  
 CS1390
 CS1390.Superseded values are not recommended for survey control.
 CS1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1390.See file dsdata.txt to determine how the superseded data were derived.
 CS1390
 CS1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB202340(NAD 83)
 CS1390_MARKER: DB = BENCH MARK DISK
 CS1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1390_STAMPING: R 970 RESET 1962
 CS1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1390+STABILITY: SURFACE MOTION
 CS1390
 CS1390  HISTORY     - Date     Condition        Report By
 CS1390  HISTORY     - 1962     MONUMENTED       CGS
 CS1390  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1390
 CS1390                          STATION DESCRIPTION
 CS1390
 CS1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CS1390'4.2 MI SW FROM ROSE HILL.
 CS1390'ABOUT 0.9 MILE NORTH ALONG THE ROSE HILL ROAD FROM THE CHRISTIAN
 CS1390'CHURCH AT ROSE HILL, THENCE 4.2 MILES WEST ALONG OATES DRIVE.  OR 0.6
 CS1390'MILE NORTH ON GUS THOMASSON ROAD FROM THE OVERPASS AT U.S. HIGHWAY 67
 CS1390'TO THE INTERSECTION OF OATES DRIVE, THENCE WEST ON OATES DRIVE 0.15
 CS1390'MILE, ABOUT 200 FEET WEST OF A DITCH, 49 FEET NORTH OF THE CENTER LINE
 CS1390'OF OATES DRIVE, AND 1 FOOT WEST OF A METAL WITNESS POST.  A STANDARD
 CS1390'DISK STAMPED R 970 RESET 1962, SET IN A 12 X 12 IN. CONCRETE POST
 CS1390'WHICH PROJECTS 6 INCHES.
 CS1390
 CS1390                          STATION RECOVERY (1991)
 CS1390
 CS1390'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0089 ***********************************************************************
 CS0089  DESIGNATION -  R 971
 CS0089  PID         -  CS0089
 CS0089  STATE/COUNTY-  TX/KAUFMAN
 CS0089  USGS QUAD   -  FORNEY NORTH (1973)
 CS0089
 CS0089                         *CURRENT SURVEY CONTROL
 CS0089  ___________________________________________________________________
 CS0089* NAD 83(1986)-  32 48 00.     (N)    096 29 23.     (W)     SCALED    
 CS0089* NAVD 88     -       134.236  (meters)     440.41   (feet)  ADJUSTED  
 CS0089  ___________________________________________________________________
 CS0089  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0089  DYNAMIC HT  -         134.089 (meters)     439.92  (feet)  COMP
 CS0089  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 CS0089
 CS0089  VERT ORDER  -  SECOND    CLASS 0
 CS0089
 CS0089.The horizontal coordinates were scaled from a topographic map and have
 CS0089.an estimated accuracy of +/- 6 seconds.
 CS0089
 CS0089.The orthometric height was determined by differential leveling
 CS0089.and adjusted by the National Geodetic Survey in June 1991..
 CS0089
 CS0089.The geoid height was determined by GEOID03.
 CS0089
 CS0089.The dynamic height is computed by dividing the NAVD 88
 CS0089.geopotential number by the normal gravity value computed on the
 CS0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0089.degrees latitude (g = 980.6199 gals.).
 CS0089
 CS0089.The modeled gravity was interpolated from observed gravity values.
 CS0089
 CS0089;                    North         East    Units  Estimated Accuracy
 CS0089;SPC TXNC     - 2,127,480.      788,260.      MT  (+/- 180 meters Scaled)
 CS0089
 CS0089                          SUPERSEDED SURVEY CONTROL
 CS0089
 CS0089  NGVD 29 (??/??/92)  134.253  (m)          440.46   (f) ADJ UNCH    2 0
 CS0089
 CS0089.Superseded values are not recommended for survey control.
 CS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0089.See file dsdata.txt to determine how the superseded data were derived.
 CS0089
 CS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB350319(NAD 83)
 CS0089_MARKER: DB = BENCH MARK DISK
 CS0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0089_STAMPING: R 971 1946
 CS0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0089+STABILITY: SURFACE MOTION
 CS0089
 CS0089  HISTORY     - Date     Condition        Report By
 CS0089  HISTORY     - 1946     MONUMENTED       CGS
 CS0089
 CS0089                          STATION DESCRIPTION
 CS0089
 CS0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0089'5.2 MI NW FROM FORNEY.
 CS0089'5.2 MILES NORTHWEST OF FORNEY, KAUFMAN COUNTY.  THIS BENCH MARK MAY BE
 CS0089'REACHED FROM THE TEXAS AND PACIFIC RAILWAY STATION BY GOING 0.1 MILE
 CS0089'NORTH ALONG AN ASPHALT STREET, THENCE 0.4 MILE WEST ALONG U.S. HIGHWAY
 CS0089'80, AND THENCE 4.7 MILES NORTHWEST ALONG ASPHALT ROADS.  IT IS AT THE
 CS0089'NORTHEAST CORNER OF A PASTURE, ABOUT 120 YARDS SOUTHWEST OF A
 CS0089'FARMHOUSE, 32 FEET WEST OF THE CENTERLINE OF THE ROAD, 4 FEET
 CS0089'SOUTHWEST OF THE FENCE CORNER, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 CS0089'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 CS0089'R 971 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CS0089'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1712 ***********************************************************************
 BL1712  DESIGNATION -  R 972 RESET 1955
 BL1712  PID         -  BL1712
 BL1712  STATE/COUNTY-  TX/MADISON
 BL1712  USGS QUAD   -  MADISONVILLE (1963)
 BL1712
 BL1712                         *CURRENT SURVEY CONTROL
 BL1712  ___________________________________________________________________
 BL1712* NAD 83(1986)-  30 59 04.     (N)    095 59 26.     (W)     SCALED    
 BL1712* NAVD 88     -        79.56   (+/-2cm)     261.0    (feet)  VERTCON   
 BL1712  ___________________________________________________________________
 BL1712  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BL1712
 BL1712  VERT ORDER  -  THIRD (See Below)
 BL1712
 BL1712.The horizontal coordinates were scaled from a topographic map and have
 BL1712.an estimated accuracy of +/- 6 seconds.
 BL1712
 BL1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1712.The vertical order pertains to the NGVD 29 superseded value.
 BL1712
 BL1712.The geoid height was determined by GEOID03.
 BL1712
 BL1712;                    North         East    Units  Estimated Accuracy
 BL1712;SPC TX C     - 3,154,180.    1,114,670.      MT  (+/- 180 meters Scaled)
 BL1712
 BL1712                          SUPERSEDED SURVEY CONTROL
 BL1712
 BL1712  NGVD 29 (??/??/??)   79.55   (m)          261.0    (f) RESET       3  
 BL1712
 BL1712.Superseded values are not recommended for survey control.
 BL1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1712.See file dsdata.txt to determine how the superseded data were derived.
 BL1712
 BL1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ143317(NAD 83)
 BL1712_MARKER: DB = BENCH MARK DISK
 BL1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1712_STAMPING: R 972 RESET 1955
 BL1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1712+STABILITY: SURFACE MOTION
 BL1712
 BL1712  HISTORY     - Date     Condition        Report By
 BL1712  HISTORY     - 1955     MONUMENTED       CGS
 BL1712  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1712
 BL1712                          STATION DESCRIPTION
 BL1712
 BL1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BL1712'5.6 MI NW FROM MADISONVILLE.
 BL1712'TO REACH FROM THE COURT HOUSE SQUARE IN MADISONVILLE.  GO WEST ON
 BL1712'HIGHWAY NOS.190 AND 21, 0.3 MILE.  THEN TURN RIGHT AND GO NORTH AND
 BL1712'NORTHWEST ON HIGHWAY NO.978, 04.6 MILES TO A CROSS ROAD.  TURN RIGHT
 BL1712'HERE AND GO NORTH ON F.M. ROAD 2289, 01.0 MILE TO THE MARK ON THE
 BL1712'LEFT.  A STANDARD DISK STAMPED R 972  RESET 1955 SET IN A CONCRETE
 BL1712'MONUMENT PROJECTING ABOUT 3 INCHES, ABOUT 9 FEET WEST OF THE WEST
 BL1712'RIGHT-OF-WAY LINE, 2 FEET NORTH OF A 4 X 4 POST AND ALONG THE BOTTOM
 BL1712'OF A PASTURE SLOPE.
 BL1712
 BL1712                          STATION RECOVERY (1996)
 BL1712
 BL1712'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1365 ***********************************************************************
 BL1365  DESIGNATION -  R 973
 BL1365  PID         -  BL1365
 BL1365  STATE/COUNTY-  TX/SAN JACINTO
 BL1365  USGS QUAD   -  BEAR CREEK (1976)
 BL1365
 BL1365                         *CURRENT SURVEY CONTROL
 BL1365  ___________________________________________________________________
 BL1365* NAD 83(1986)-  30 25 45.     (N)    095 11 40.     (W)     SCALED    
 BL1365* NAVD 88     -        52.41   (+/-2cm)     171.9    (feet)  VERTCON   
 BL1365  ___________________________________________________________________
 BL1365  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL1365
 BL1365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1365
 BL1365.The horizontal coordinates were scaled from a topographic map and have
 BL1365.an estimated accuracy of +/- 6 seconds.
 BL1365
 BL1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1365.The vertical order pertains to the NGVD 29 superseded value.
 BL1365
 BL1365.The geoid height was determined by GEOID03.
 BL1365
 BL1365;                    North         East    Units  Estimated Accuracy
 BL1365;SPC TX C     - 3,095,930.    1,193,480.      MT  (+/- 180 meters Scaled)
 BL1365
 BL1365                          SUPERSEDED SURVEY CONTROL
 BL1365
 BL1365  NGVD 29 (??/??/92)   52.413  (m)          171.96   (f) ADJ UNCH    2 0
 BL1365
 BL1365.Superseded values are not recommended for survey control.
 BL1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1365.See file dsdata.txt to determine how the superseded data were derived.
 BL1365
 BL1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP892683(NAD 83)
 BL1365_MARKER: DB = BENCH MARK DISK
 BL1365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1365_SP_SET: BRIDGE
 BL1365_STAMPING: R 973 1947
 BL1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1365
 BL1365  HISTORY     - Date     Condition        Report By
 BL1365  HISTORY     - 1947     MONUMENTED       CGS
 BL1365
 BL1365                          STATION DESCRIPTION
 BL1365
 BL1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1365'10.7 MI SW FROM EVERGREEN.
 BL1365'8.9 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1365'POST OFFICE AT EVERGREEN, THENCE 1.8 MILES SOUTHWEST ALONG A GRADED
 BL1365'DIRT ROAD, 11.0 MILES NORTH OF FOSTORIA, 1.8 MILES SOUTHWEST OF
 BL1365'PLEASANT GROVE CHURCH, 9.0 FEET SOUTHEAST OF AND LEVEL WITH THE CENTER
 BL1365'LINE OF THE ROAD, SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF
 BL1365'THE SOUTHEAST RETAINING WALL OF A BRIDGE OVER WINTERS CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1111 ***********************************************************************
 BL1111  DESIGNATION -  R 974
 BL1111  PID         -  BL1111
 BL1111  STATE/COUNTY-  TX/SAN JACINTO
 BL1111  USGS QUAD   -  CAMILLA (1997)
 BL1111
 BL1111                         *CURRENT SURVEY CONTROL
 BL1111  ___________________________________________________________________
 BL1111* NAD 83(1986)-  30 34 13.     (N)    095 06 31.     (W)     SCALED    
 BL1111* NAVD 88     -       101.15   (+/-2cm)     331.9    (feet)  VERTCON   
 BL1111  ___________________________________________________________________
 BL1111  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL1111
 BL1111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1111
 BL1111.The horizontal coordinates were scaled from a topographic map and have
 BL1111.an estimated accuracy of +/- 6 seconds.
 BL1111
 BL1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1111.The vertical order pertains to the NGVD 29 superseded value.
 BL1111
 BL1111.The geoid height was determined by GEOID03.
 BL1111
 BL1111;                    North         East    Units  Estimated Accuracy
 BL1111;SPC TX C     - 3,111,940.    1,200,980.      MT  (+/- 180 meters Scaled)
 BL1111
 BL1111                          SUPERSEDED SURVEY CONTROL
 BL1111
 BL1111  NGVD 29 (??/??/92)  101.153  (m)          331.87   (f) ADJ UNCH    2 0
 BL1111
 BL1111.Superseded values are not recommended for survey control.
 BL1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1111.See file dsdata.txt to determine how the superseded data were derived.
 BL1111
 BL1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP977838(NAD 83)
 BL1111_MARKER: DB = BENCH MARK DISK
 BL1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1111_STAMPING: R 974 1947
 BL1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1111+STABILITY: SURFACE MOTION
 BL1111
 BL1111  HISTORY     - Date     Condition        Report By
 BL1111  HISTORY     - 1947     MONUMENTED       CGS
 BL1111
 BL1111                          STATION DESCRIPTION
 BL1111
 BL1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1111'2.0 MI SE FROM COLDSPRING.
 BL1111'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1111'COLDSPRING, 86.0 FEET SOUTHEAST OF THE CENTER LINE OF STATE FARM
 BL1111'HIGHWAY 222 LEADING TO CAMILLA, 49.0 FEET NORTHEAST OF AND 2.0 FEET
 BL1111'LOWER THAN THE CENTER LINE OF STATE HIGHWAY 150, 36.2 FEET SOUTHEAST
 BL1111'OF A POWER POLE, 35.6 FEET NORTHWEST OF AN 18-INCH SWEETGUM TREE, 1.8
 BL1111'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL1111'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1317 ***********************************************************************
 BL1317  DESIGNATION -  R 975
 BL1317  PID         -  BL1317
 BL1317  STATE/COUNTY-  TX/SAN JACINTO
 BL1317  USGS QUAD   -  WESTCOTT (1976)
 BL1317
 BL1317                         *CURRENT SURVEY CONTROL
 BL1317  ___________________________________________________________________
 BL1317* NAD 83(1986)-  30 29 08.     (N)    095 00 19.     (W)     SCALED    
 BL1317* NAVD 88     -        55.95   (+/-2cm)     183.6    (feet)  VERTCON   
 BL1317  ___________________________________________________________________
 BL1317  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL1317
 BL1317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1317
 BL1317.The horizontal coordinates were scaled from a topographic map and have
 BL1317.an estimated accuracy of +/- 6 seconds.
 BL1317
 BL1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1317.The vertical order pertains to the NGVD 29 superseded value.
 BL1317
 BL1317.The geoid height was determined by GEOID03.
 BL1317
 BL1317;                    North         East    Units  Estimated Accuracy
 BL1317;SPC TX C     - 3,103,030.    1,211,330.      MT  (+/- 180 meters Scaled)
 BL1317
 BL1317                          SUPERSEDED SURVEY CONTROL
 BL1317
 BL1317  NGVD 29 (??/??/92)   55.960  (m)          183.60   (f) ADJ UNCH    2 0
 BL1317
 BL1317.Superseded values are not recommended for survey control.
 BL1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1317.See file dsdata.txt to determine how the superseded data were derived.
 BL1317
 BL1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP075743(NAD 83)
 BL1317_MARKER: DB = BENCH MARK DISK
 BL1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1317_STAMPING: R 975 1947
 BL1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1317+STABILITY: SURFACE MOTION
 BL1317
 BL1317  HISTORY     - Date     Condition        Report By
 BL1317  HISTORY     - 1947     MONUMENTED       CGS
 BL1317
 BL1317                          STATION DESCRIPTION
 BL1317
 BL1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1317'1.0 MI S FROM SHEPHERD.
 BL1317'1.0 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL1317'STATION AT SHEPHERD, APPROXIMATELY 8 1/2 POLES NORTH OF MILEPOST 54,
 BL1317'49.0 FEET EAST OF AND 2.0 FEET LOWER THAN THE CENTER LINE OF THE
 BL1317'TRACK, 37.0 FEET SOUTHEAST OF A POLE, 33.0 FEET SOUTH OF A FENCE
 BL1317'CORNER, 1.0 FOOT WEST OF A FENCE, 1.0 FOOT NORTH OF A REFERENCE POST,
 BL1317'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 BL1317'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0960 ***********************************************************************
 BL0960  DESIGNATION -  R 976
 BL0960  PID         -  BL0960
 BL0960  STATE/COUNTY-  TX/SAN JACINTO
 BL0960  USGS QUAD   -  STALEY (1972)
 BL0960
 BL0960                         *CURRENT SURVEY CONTROL
 BL0960  ___________________________________________________________________
 BL0960* NAD 83(1986)-  30 50 01.     (N)    095 16 36.     (W)     SCALED    
 BL0960* NAVD 88     -        81.28   (+/-2cm)     266.7    (feet)  VERTCON   
 BL0960  ___________________________________________________________________
 BL0960  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL0960
 BL0960  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0960
 BL0960.The horizontal coordinates were scaled from a topographic map and have
 BL0960.an estimated accuracy of +/- 6 seconds.
 BL0960
 BL0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0960.The vertical order pertains to the NGVD 29 superseded value.
 BL0960
 BL0960.The geoid height was determined by GEOID03.
 BL0960
 BL0960;                    North         East    Units  Estimated Accuracy
 BL0960;SPC TX C     - 3,140,350.    1,183,550.      MT  (+/- 180 meters Scaled)
 BL0960
 BL0960                          SUPERSEDED SURVEY CONTROL
 BL0960
 BL0960  NGVD 29 (??/??/92)   81.287  (m)          266.69   (f) ADJ UNCH    2 0
 BL0960
 BL0960.Superseded values are not recommended for survey control.
 BL0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0960.See file dsdata.txt to determine how the superseded data were derived.
 BL0960
 BL0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ822133(NAD 83)
 BL0960_MARKER: DB = BENCH MARK DISK
 BL0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0960_STAMPING: R 976 1947
 BL0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0960+STABILITY: SURFACE MOTION
 BL0960
 BL0960  HISTORY     - Date     Condition        Report By
 BL0960  HISTORY     - 1947     MONUMENTED       CGS
 BL0960
 BL0960                          STATION DESCRIPTION
 BL0960
 BL0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0960'8.1 MI N FROM OAKHURST.
 BL0960'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0960'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO A JUNCTION
 BL0960'WITH U.S. HIGHWAY 190, THENCE 6.8 MILES NORTH ALONG A GRADED DIRT
 BL0960'ROAD, THENCE 0.9 MILE EAST ALONG A GRADED DIRT ROAD, 0.2 MILE WEST OF
 BL0960'A ROAD JUNCTION, 31.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF
 BL0960'THE ROAD, 16.0 FEET NORTHEAST OF A 14 INCH PINE TREE, 13.0 FEET
 BL0960'SOUTHWEST OF A 12 INCH PINE TREE, 2.0 FEET EAST OF A WITNESS POST, SET
 BL0960'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1739 ***********************************************************************
 BL1739  DESIGNATION -  R 977
 BL1739  PID         -  BL1739
 BL1739  STATE/COUNTY-  TX/WALKER
 BL1739  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1739
 BL1739                         *CURRENT SURVEY CONTROL
 BL1739  ___________________________________________________________________
 BL1739* NAD 83(1986)-  30 56 44.     (N)    095 35 03.     (W)     SCALED    
 BL1739* NAVD 88     -        46.86   (+/-2cm)     153.7    (feet)  VERTCON   
 BL1739  ___________________________________________________________________
 BL1739  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BL1739
 BL1739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1739
 BL1739.The horizontal coordinates were scaled from a topographic map and have
 BL1739.an estimated accuracy of +/- 6 seconds.
 BL1739
 BL1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1739.The vertical order pertains to the NGVD 29 superseded value.
 BL1739
 BL1739.The geoid height was determined by GEOID03.
 BL1739
 BL1739;                    North         East    Units  Estimated Accuracy
 BL1739;SPC TX C     - 3,151,460.    1,153,630.      MT  (+/- 180 meters Scaled)
 BL1739
 BL1739                          SUPERSEDED SURVEY CONTROL
 BL1739
 BL1739  NGVD 29 (??/??/92)   46.864  (m)          153.75   (f) ADJ UNCH    2 0
 BL1739
 BL1739.Superseded values are not recommended for survey control.
 BL1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1739.See file dsdata.txt to determine how the superseded data were derived.
 BL1739
 BL1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ531264(NAD 83)
 BL1739_MARKER: DB = BENCH MARK DISK
 BL1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1739_STAMPING: R 977 1947
 BL1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1739+STABILITY: SURFACE MOTION
 BL1739
 BL1739  HISTORY     - Date     Condition        Report By
 BL1739  HISTORY     - 1947     MONUMENTED       CGS
 BL1739  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1739
 BL1739                          STATION DESCRIPTION
 BL1739
 BL1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1739'13.4 MI W FROM TRINITY.
 BL1739'13.4 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL1739'TRINITY, AT THE JUNCTION OF AN OLD ABANDONED DIRT ROAD LEADING SOUTH
 BL1739'AND A DIM ONE TRACK DIRT ROAD LEADING WEST, 227.0 FEET WEST OF THE
 BL1739'WEST END OF A WOODEN BRIDGE (THE MOST WESTERLY ONE OF TWO WOODEN
 BL1739'BRIDGE WHICH ARE 250.0 FEET APART) OVER A CREEK, 87.0 FEET WEST OF THE
 BL1739'CENTER OF THE ABANDONED ROAD LEADING SOUTH, 13.5 FEET NORTH OF THE
 BL1739'CENTER OF THE ONE TRACK DIRT ROAD LEADING WEST, 10.0 FEET EAST OF A 2
 BL1739'1/2-FOOT OAK TREE, 1.8 FOOT WEST OF A REFERENCE POST, SET IN A
 BL1739'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2
 BL1739'FOOT.
 BL1739
 BL1739                          STATION RECOVERY (1996)
 BL1739
 BL1739'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0853 ***********************************************************************
 BL0853  DESIGNATION -  R 978
 BL0853  PID         -  BL0853
 BL0853  STATE/COUNTY-  TX/WALKER
 BL0853  USGS QUAD   -  TRINITY WEST (1972)
 BL0853
 BL0853                         *CURRENT SURVEY CONTROL
 BL0853  ___________________________________________________________________
 BL0853* NAD 83(1986)-  30 58 52.     (N)    095 28 21.     (W)     SCALED    
 BL0853* NAVD 88     -        69.74   (+/-2cm)     228.8    (feet)  VERTCON   
 BL0853  ___________________________________________________________________
 BL0853  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BL0853
 BL0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0853
 BL0853.The horizontal coordinates were scaled from a topographic map and have
 BL0853.an estimated accuracy of +/- 6 seconds.
 BL0853
 BL0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0853.The vertical order pertains to the NGVD 29 superseded value.
 BL0853
 BL0853.The geoid height was determined by GEOID03.
 BL0853
 BL0853;                    North         East    Units  Estimated Accuracy
 BL0853;SPC TX C     - 3,155,850.    1,164,120.      MT  (+/- 180 meters Scaled)
 BL0853
 BL0853                          SUPERSEDED SURVEY CONTROL
 BL0853
 BL0853  NGVD 29 (??/??/92)   69.747  (m)          228.83   (f) ADJ UNCH    2 0
 BL0853
 BL0853.Superseded values are not recommended for survey control.
 BL0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0853.See file dsdata.txt to determine how the superseded data were derived.
 BL0853
 BL0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ638301(NAD 83)
 BL0853_MARKER: DB = BENCH MARK DISK
 BL0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0853_STAMPING: R 978 1947
 BL0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0853+STABILITY: SURFACE MOTION
 BL0853
 BL0853  HISTORY     - Date     Condition        Report By
 BL0853  HISTORY     - 1947     MONUMENTED       CGS
 BL0853
 BL0853                          STATION DESCRIPTION
 BL0853
 BL0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0853'7.25 MI NW FROM TRINITY.
 BL0853'6.1 MILES WEST ALONG A GRAVEL AND DIRT ROAD AND 1.15 MILE NORTH ALONG
 BL0853'A DIRT ROAD FROM THE POST OFFICE AT TRINITY, AT THE TOP OF A HILL AND
 BL0853'IN THE Y FORMED BY THE JUNCTION OF A DIRT ROAD LEADING WEST, 188.0
 BL0853'FEET NORTH OF THE CENTER OF THE ROAD AT THE SOUTH LEG OF THE Y, 115.0
 BL0853'FEET SOUTH OF THE CENTER OF THE ROAD AT THE NORTH LEG OF THE Y, 28.0
 BL0853'FEET WEST OF THE CENTER OF THE MAIN ROAD, 2.0 FEET SOUTH OF A
 BL0853'REFERENCE POST, SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE ROAD AND
 BL0853'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2009 ***********************************************************************
 BY2009  DESIGNATION -  R 979
 BY2009  PID         -  BY2009
 BY2009  STATE/COUNTY-  TX/MADISON
 BY2009  USGS QUAD   -  SAND RIDGE (1972)
 BY2009
 BY2009                         *CURRENT SURVEY CONTROL
 BY2009  ___________________________________________________________________
 BY2009* NAD 83(1986)-  31 00 23.     (N)    095 44 05.     (W)     SCALED    
 BY2009* NAVD 88     -        66.05   (+/-2cm)     216.7    (feet)  VERTCON   
 BY2009  ___________________________________________________________________
 BY2009  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY2009
 BY2009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2009
 BY2009.The horizontal coordinates were scaled from a topographic map and have
 BY2009.an estimated accuracy of +/- 6 seconds.
 BY2009
 BY2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2009.The vertical order pertains to the NGVD 29 superseded value.
 BY2009
 BY2009.The geoid height was determined by GEOID03.
 BY2009
 BY2009;                    North         East    Units  Estimated Accuracy
 BY2009;SPC TX C     - 3,157,590.    1,138,980.      MT  (+/- 180 meters Scaled)
 BY2009
 BY2009                          SUPERSEDED SURVEY CONTROL
 BY2009
 BY2009  NGVD 29 (??/??/92)   66.051  (m)          216.70   (f) ADJ UNCH    2 0
 BY2009
 BY2009.Superseded values are not recommended for survey control.
 BY2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2009.See file dsdata.txt to determine how the superseded data were derived.
 BY2009
 BY2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ388335(NAD 83)
 BY2009_MARKER: DB = BENCH MARK DISK
 BY2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2009_STAMPING: R 979 1947
 BY2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2009+STABILITY: SURFACE MOTION
 BY2009
 BY2009  HISTORY     - Date     Condition        Report By
 BY2009  HISTORY     - 1947     MONUMENTED       CGS
 BY2009  HISTORY     - 19960601 GOOD             USPSQD
 BY2009
 BY2009                          STATION DESCRIPTION
 BY2009
 BY2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2009'1.8 MI SE FROM MIDWAY.
 BY2009'1.8 MILE SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE AT
 BY2009'MIDWAY, ON THE NORTHWEST SLOPE OF A HILL AND DIRECTLY ACROSS THE ROAD
 BY2009'FROM AND IN LINE WITH THE CENTER OF A PRIVATE ROAD LEADING NORTHEAST
 BY2009'TO A FARM HOUSE, 397.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A WOODEN
 BY2009'BRIDGE OVER A CREEK, 46.0 FEET SOUTHWEST OF THE CENTER OF THE MAIN
 BY2009'ROAD, 5.0 FEET SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, 1.8 FOOT
 BY2009'SOUTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 BY2009'ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
 BY2009
 BY2009                          STATION RECOVERY (1996)
 BY2009
 BY2009'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0468 ***********************************************************************
 BY0468  DESIGNATION -  R 98
 BY0468  PID         -  BY0468
 BY0468  STATE/COUNTY-  TX/NACOGDOCHES
 BY0468  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0468
 BY0468                         *CURRENT SURVEY CONTROL
 BY0468  ___________________________________________________________________
 BY0468* NAD 83(1986)-  31 21 07.     (N)    094 24 15.     (W)     SCALED    
 BY0468* NAVD 88     -        89.14   (+/-2cm)     292.5    (feet)  VERTCON   
 BY0468  ___________________________________________________________________
 BY0468  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BY0468
 BY0468  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0468
 BY0468.The horizontal coordinates were scaled from a topographic map and have
 BY0468.an estimated accuracy of +/- 6 seconds.
 BY0468
 BY0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0468.The vertical order pertains to the NGVD 29 superseded value.
 BY0468
 BY0468.The geoid height was determined by GEOID03.
 BY0468
 BY0468;                    North         East    Units  Estimated Accuracy
 BY0468;SPC TX C     - 3,201,850.    1,263,850.      MT  (+/- 180 meters Scaled)
 BY0468
 BY0468                          SUPERSEDED SURVEY CONTROL
 BY0468
 BY0468  NGVD 29 (??/??/92)   89.180  (m)          292.58   (f) ADJ UNCH    2 0
 BY0468
 BY0468.Superseded values are not recommended for survey control.
 BY0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0468.See file dsdata.txt to determine how the superseded data were derived.
 BY0468
 BY0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ664694(NAD 83)
 BY0468_MARKER: DB = BENCH MARK DISK
 BY0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0468_STAMPING: R 98 1952
 BY0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0468+STABILITY: SURFACE MOTION
 BY0468
 BY0468  HISTORY     - Date     Condition        Report By
 BY0468  HISTORY     - 1952     MONUMENTED       CGS
 BY0468  HISTORY     - 1968     GOOD             NGS
 BY0468  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0468
 BY0468                          STATION DESCRIPTION
 BY0468
 BY0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0468'3.4 MI SE FROM ETOILE.
 BY0468'ABOUT 0.85 MILE SOUTH ALONG F.M. HIGHWAY 226 FROM THE POST OFFICE IN
 BY0468'ETOILE TO STATE HIGHWAY 103, THENCE 2.55 MILES SOUTHEAST ALONG F.M.
 BY0468'HIGHWAY 226 TO SITE OF BENCH MARK, IN THE BARN LOT OF MR. WHITEHEADS,
 BY0468'121 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 118 FEET NORTHWEST
 BY0468'OF THE NORTH CORNER OF MR. WHITEHEADS HOUSE, AND 36 FEET SOUTHEAST OF
 BY0468'THE CENTER OF A DIRT ROAD LEADING NORTHEAST.  A C AND GS DISK SET IN A
 BY0468'ROUND CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 BY0468
 BY0468                          STATION RECOVERY (1998)
 BY0468
 BY0468'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1373 ***********************************************************************
 BL1373  DESIGNATION -  R 980
 BL1373  PID         -  BL1373
 BL1373  STATE/COUNTY-  TX/SAN JACINTO
 BL1373  USGS QUAD   -  WESTCOTT (1976)
 BL1373
 BL1373                         *CURRENT SURVEY CONTROL
 BL1373  ___________________________________________________________________
 BL1373* NAD 83(1986)-  30 24 22.     (N)    095 06 33.     (W)     SCALED    
 BL1373* NAVD 88     -        58.91   (+/-2cm)     193.3    (feet)  VERTCON   
 BL1373  ___________________________________________________________________
 BL1373  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1373
 BL1373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1373
 BL1373.The horizontal coordinates were scaled from a topographic map and have
 BL1373.an estimated accuracy of +/- 6 seconds.
 BL1373
 BL1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1373.The vertical order pertains to the NGVD 29 superseded value.
 BL1373
 BL1373.The geoid height was determined by GEOID03.
 BL1373
 BL1373;                    North         East    Units  Estimated Accuracy
 BL1373;SPC TX C     - 3,093,760.    1,201,780.      MT  (+/- 180 meters Scaled)
 BL1373
 BL1373                          SUPERSEDED SURVEY CONTROL
 BL1373
 BL1373  NGVD 29 (??/??/92)   58.917  (m)          193.30   (f) ADJ UNCH    2 0
 BL1373
 BL1373.Superseded values are not recommended for survey control.
 BL1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1373.See file dsdata.txt to determine how the superseded data were derived.
 BL1373
 BL1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP973656(NAD 83)
 BL1373_MARKER: DB = BENCH MARK DISK
 BL1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1373_STAMPING: R 980 1947
 BL1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1373+STABILITY: SURFACE MOTION
 BL1373
 BL1373  HISTORY     - Date     Condition        Report By
 BL1373  HISTORY     - 1947     MONUMENTED       CGS
 BL1373  HISTORY     - 1958     MARK NOT FOUND   USGS
 BL1373
 BL1373                          STATION DESCRIPTION
 BL1373
 BL1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1373'7.3 MI NW FROM CLEVELAND.
 BL1373'3.0 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BL1373'RAILROAD STATION AT CLEVELAND, THENCE 2.3 MILES NORTHWEST ALONG A DIRT
 BL1373'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.8 MILE
 BL1373'NORTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 216, 146.9 FEET SOUTH
 BL1373'OF A POWER POLE WITH A TRANSFORMER, 87.7 FEET SOUTHEAST OF A 24 INCH
 BL1373'OAK TREE, 69.6 FEET SOUTH OF THE SOUTH END OF A CORRUGATED IRON
 BL1373'CULVERT, 21.0 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1373'HIGHWAY, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BL1373'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BL1373
 BL1373                          STATION RECOVERY (1958)
 BL1373
 BL1373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1024 ***********************************************************************
 BL1024  DESIGNATION -  R 981
 BL1024  PID         -  BL1024
 BL1024  STATE/COUNTY-  TX/SAN JACINTO
 BL1024  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1024
 BL1024                         *CURRENT SURVEY CONTROL
 BL1024  ___________________________________________________________________
 BL1024* NAD 83(1986)-  30 39 18.     (N)    095 11 23.     (W)     SCALED    
 BL1024* NAVD 88     -        91.25   (+/-2cm)     299.4    (feet)  VERTCON   
 BL1024  ___________________________________________________________________
 BL1024  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL1024
 BL1024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1024
 BL1024.The horizontal coordinates were scaled from a topographic map and have
 BL1024.an estimated accuracy of +/- 6 seconds.
 BL1024
 BL1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1024.The vertical order pertains to the NGVD 29 superseded value.
 BL1024
 BL1024.The geoid height was determined by GEOID03.
 BL1024
 BL1024;                    North         East    Units  Estimated Accuracy
 BL1024;SPC TX C     - 3,120,960.    1,192,770.      MT  (+/- 180 meters Scaled)
 BL1024
 BL1024                          SUPERSEDED SURVEY CONTROL
 BL1024
 BL1024  NGVD 29 (??/??/92)   91.255  (m)          299.39   (f) ADJ UNCH    2 0
 BL1024
 BL1024.Superseded values are not recommended for survey control.
 BL1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1024.See file dsdata.txt to determine how the superseded data were derived.
 BL1024
 BL1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP901934(NAD 83)
 BL1024_MARKER: DB = BENCH MARK DISK
 BL1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1024_STAMPING: R 981 1947
 BL1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1024+STABILITY: SURFACE MOTION
 BL1024
 BL1024  HISTORY     - Date     Condition        Report By
 BL1024  HISTORY     - 1947     MONUMENTED       CGS
 BL1024
 BL1024                          STATION DESCRIPTION
 BL1024
 BL1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1024'6.6 MI NW FROM COLDSPRING.
 BL1024'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1024'COLDSPRING, THENCE 6.4 MILES NORTHWEST ALONG STATE HIGHWAY 156, 119.0
 BL1024'FEET SOUTHEAST OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE
 BL1024'CULVERT, 42.3 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1024'HIGHWAY, 9.3 FEET NORTH OF A 12 INCH PINE TREE, 1.8 FEET SOUTH OF A
 BL1024'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 BL1024'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1349 ***********************************************************************
 BL1349  DESIGNATION -  R 982
 BL1349  PID         -  BL1349
 BL1349  STATE/COUNTY-  TX/MONTGOMERY
 BL1349  USGS QUAD   -  CONROE NE (1976)
 BL1349
 BL1349                         *CURRENT SURVEY CONTROL
 BL1349  ___________________________________________________________________
 BL1349* NAD 83(1986)-  30 26 07.     (N)    095 21 55.     (W)     SCALED    
 BL1349* NAVD 88     -        99.70   (+/-2cm)     327.1    (feet)  VERTCON   
 BL1349  ___________________________________________________________________
 BL1349  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1349
 BL1349  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1349
 BL1349.The horizontal coordinates were scaled from a topographic map and have
 BL1349.an estimated accuracy of +/- 6 seconds.
 BL1349
 BL1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1349.The vertical order pertains to the NGVD 29 superseded value.
 BL1349
 BL1349.The geoid height was determined by GEOID03.
 BL1349
 BL1349;                    North         East    Units  Estimated Accuracy
 BL1349;SPC TX C     - 3,095,860.    1,177,050.      MT  (+/- 180 meters Scaled)
 BL1349
 BL1349                          SUPERSEDED SURVEY CONTROL
 BL1349
 BL1349  NGVD 29 (??/??/92)   99.702  (m)          327.11   (f) ADJ UNCH    2 0
 BL1349
 BL1349.Superseded values are not recommended for survey control.
 BL1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1349.See file dsdata.txt to determine how the superseded data were derived.
 BL1349
 BL1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP728693(NAD 83)
 BL1349_MARKER: DB = BENCH MARK DISK
 BL1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1349_STAMPING: R 982 1947
 BL1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1349+STABILITY: SURFACE MOTION
 BL1349
 BL1349  HISTORY     - Date     Condition        Report By
 BL1349  HISTORY     - 1947     MONUMENTED       CGS
 BL1349  HISTORY     - 1959     MARK NOT FOUND   USGS
 BL1349
 BL1349                          STATION DESCRIPTION
 BL1349
 BL1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1349'7.1 MI E FROM WILLIS.
 BL1349'0.3 MILE SOUTH AND 6.8 MILES EAST ALONG THE WILLIS-EVERGREEN ROAD FROM
 BL1349'THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT WILLIS, 0.4 MILE
 BL1349'EAST OF A NORTH-SOUTH DIRT CROSS ROAD, 0.1 MILE WEST OF THE JUNCTION
 BL1349'OF A ONE TRACK PRIVATE ROAD LEADING SOUTH, 404.0 FEET EAST OF THE EAST
 BL1349'END OF A SMALL WOODEN BRIDGE OVER A DRY WASH, 34.0 FEET SOUTH OF THE
 BL1349'CENTER OF THE ROAD, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN A
 BL1349'CONCRETE POST ABOUT 3 FEET ABOVE THE ROAD AND PROJECTING 0.3 FOOT.
 BL1349'NOTE-- A LARGE BORROW PIT NOW EXISTS WHERE THE MARK WAS LOCATED.
 BL1349
 BL1349                          STATION RECOVERY (1959)
 BL1349
 BL1349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BL1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1749 ***********************************************************************
 BL1749  DESIGNATION -  R 983
 BL1749  PID         -  BL1749
 BL1749  STATE/COUNTY-  TX/WALKER
 BL1749  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1749
 BL1749                         *CURRENT SURVEY CONTROL
 BL1749  ___________________________________________________________________
 BL1749* NAD 83(1986)-  30 50 12.     (N)    095 39 41.     (W)     SCALED    
 BL1749* NAVD 88     -       101.67   (+/-2cm)     333.6    (feet)  VERTCON   
 BL1749  ___________________________________________________________________
 BL1749  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BL1749
 BL1749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1749
 BL1749.The horizontal coordinates were scaled from a topographic map and have
 BL1749.an estimated accuracy of +/- 6 seconds.
 BL1749
 BL1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1749.The vertical order pertains to the NGVD 29 superseded value.
 BL1749
 BL1749.The geoid height was determined by GEOID03.
 BL1749
 BL1749;                    North         East    Units  Estimated Accuracy
 BL1749;SPC TX C     - 3,139,080.    1,146,770.      MT  (+/- 180 meters Scaled)
 BL1749
 BL1749                          SUPERSEDED SURVEY CONTROL
 BL1749
 BL1749  NGVD 29 (??/??/92)  101.667  (m)          333.55   (f) ADJ UNCH    2 0
 BL1749
 BL1749.Superseded values are not recommended for survey control.
 BL1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1749.See file dsdata.txt to determine how the superseded data were derived.
 BL1749
 BL1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ454145(NAD 83)
 BL1749_MARKER: DB = BENCH MARK DISK
 BL1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1749_STAMPING: R 983 1947
 BL1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1749+STABILITY: SURFACE MOTION
 BL1749
 BL1749  HISTORY     - Date     Condition        Report By
 BL1749  HISTORY     - 1947     MONUMENTED       CGS
 BL1749  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1749
 BL1749                          STATION DESCRIPTION
 BL1749
 BL1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1749'14.55 MI NW FROM HUNTSVILLE.
 BL1749'TO REACH FROM THE COURT HOUSE AT HUNTSVILLE, PROCEED 10.5 MILES
 BL1749'NORTHWEST ALONG U.S. HIGHWAY NO.75 TO AN OLD ABANDONED GRADED DIRT
 BL1749'ROAD LEADING EAST, THENCE 0.4 MILE EAST, 1.0 MILE NORTH, 0.7 MILE
 BL1749'EAST, 0.7 MILE NORTH AND 1.25 MILE NORTHEAST ALONG THE OLD ABANDONED
 BL1749'GRADED DIRT ROAD.  BENCH MARK IS AT THE TOP OF A HILL AND 0.15 MILE
 BL1749'NORTHEAST OF A WOODEN BRIDGE OVER A SMALL CREEK, 0.1 MILE SOUTHWEST OF
 BL1749'A WOODEN GATE ACROSS THE ROAD, DIRECTLY ACROSS THE ROAD FROM A WOODEN
 BL1749'GATE IN A NORTHEAST-SOUTHWEST FENCE LINE AND ACROSS A DIM ONE TRACK
 BL1749'DIRT ROAD LEADING SOUTHEAST, 18.0 FEET NORTHWEST OF THE CENTER OF THE
 BL1749'MAIN ROAD, 2.5 FEET NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE
 BL1749'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 BL1749
 BL1749                          STATION RECOVERY (1996)
 BL1749
 BL1749'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1794 ***********************************************************************
 BL1794  DESIGNATION -  R 984
 BL1794  PID         -  BL1794
 BL1794  STATE/COUNTY-  TX/WALKER
 BL1794  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1794
 BL1794                         *CURRENT SURVEY CONTROL
 BL1794  ___________________________________________________________________
 BL1794* NAD 83(1986)-  30 52 51.     (N)    095 30 07.     (W)     SCALED    
 BL1794* NAVD 88     -        68.89   (+/-2cm)     226.0    (feet)  VERTCON   
 BL1794  ___________________________________________________________________
 BL1794  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BL1794
 BL1794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1794
 BL1794.The horizontal coordinates were scaled from a topographic map and have
 BL1794.an estimated accuracy of +/- 6 seconds.
 BL1794
 BL1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1794.The vertical order pertains to the NGVD 29 superseded value.
 BL1794
 BL1794.The geoid height was determined by GEOID03.
 BL1794
 BL1794;                    North         East    Units  Estimated Accuracy
 BL1794;SPC TX C     - 3,144,630.    1,161,790.      MT  (+/- 180 meters Scaled)
 BL1794
 BL1794                          SUPERSEDED SURVEY CONTROL
 BL1794
 BL1794  NGVD 29 (??/??/92)   68.895  (m)          226.03   (f) ADJ UNCH    2 0
 BL1794
 BL1794.Superseded values are not recommended for survey control.
 BL1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1794.See file dsdata.txt to determine how the superseded data were derived.
 BL1794
 BL1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ608190(NAD 83)
 BL1794_MARKER: DB = BENCH MARK DISK
 BL1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1794_STAMPING: R 984 1947
 BL1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1794+STABILITY: SURFACE MOTION
 BL1794
 BL1794  HISTORY     - Date     Condition        Report By
 BL1794  HISTORY     - 1947     MONUMENTED       CGS
 BL1794  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1794
 BL1794                          STATION DESCRIPTION
 BL1794
 BL1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1794'8.3 MI NW FROM RIVERSIDE.
 BL1794'TO REACH FROM THE RIVERSIDE HIGH SCHOOL AT RIVERSIDE, PROCEED 6.6
 BL1794'MILES WEST ALONG A GRAVEL ROAD TO A DIRT ROAD LEADING NORTH, THENCE
 BL1794'1.7 MILE NORTH ALONG A DIRT ROAD, BENCH MARK IS AT THE JUNCTION OF A
 BL1794'DIRT ROAD LEADING EAST, 28.0 FEET WEST OF THE CENTER OF THE
 BL1794'NORTH-SOUTH ROAD, 3.2 FEET SOUTH OF A REFERENCE POST, 1.2 FOOT EAST OF
 BL1794'THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST DIRECTLY IN LINE
 BL1794'WITH THE CENTER OF THE ROAD LEADING EAST, ABOUT 1 FOOT BELOW THE ROAD
 BL1794'AND PROJECTING 0.4 FOOT.
 BL1794
 BL1794                          STATION RECOVERY (1996)
 BL1794
 BL1794'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1041 ***********************************************************************
 BL1041  DESIGNATION -  R 985
 BL1041  PID         -  BL1041
 BL1041  STATE/COUNTY-  TX/SAN JACINTO
 BL1041  USGS QUAD   -  MAYNARD (1997)
 BL1041
 BL1041                         *CURRENT SURVEY CONTROL
 BL1041  ___________________________________________________________________
 BL1041* NAD 83(1986)-  30 31 29.     (N)    095 20 44.     (W)     SCALED    
 BL1041* NAVD 88     -       128.54   (+/-2cm)     421.7    (feet)  VERTCON   
 BL1041  ___________________________________________________________________
 BL1041  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL1041
 BL1041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1041
 BL1041.The horizontal coordinates were scaled from a topographic map and have
 BL1041.an estimated accuracy of +/- 6 seconds.
 BL1041
 BL1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1041.The vertical order pertains to the NGVD 29 superseded value.
 BL1041
 BL1041.The geoid height was determined by GEOID03.
 BL1041
 BL1041;                    North         East    Units  Estimated Accuracy
 BL1041;SPC TX C     - 3,105,850.    1,178,500.      MT  (+/- 180 meters Scaled)
 BL1041
 BL1041                          SUPERSEDED SURVEY CONTROL
 BL1041
 BL1041  NGVD 29 (??/??/92)  128.542  (m)          421.72   (f) ADJ UNCH    2 0
 BL1041
 BL1041.Superseded values are not recommended for survey control.
 BL1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1041.See file dsdata.txt to determine how the superseded data were derived.
 BL1041
 BL1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP749792(NAD 83)
 BL1041_MARKER: DB = BENCH MARK DISK
 BL1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1041_STAMPING: R 985 1947
 BL1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1041+STABILITY: SURFACE MOTION
 BL1041
 BL1041  HISTORY     - Date     Condition        Report By
 BL1041  HISTORY     - 1947     MONUMENTED       CGS
 BL1041
 BL1041                          STATION DESCRIPTION
 BL1041
 BL1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1041'6.9 MI SW FROM EVERGREEN.
 BL1041'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1041'EVERGREEN, 45 YARDS EAST OF SCHOOLHOUSE, 105.0 FEET WEST OF THE CENTER
 BL1041'LINE OF A TRAIL LEADING SOUTH FROM THE HIGHWAY, 56.0 FEET SOUTH OF AND
 BL1041'1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 38.0 FEET
 BL1041'NORTHEAST OF A 20 INCH CEDAR TREE, 26.0 FEET WEST OF A 16 INCH PINE
 BL1041'TREE, 2.0 FEET EAST OF A 4 X 4 MARKER POST, SET IN THE TOP OF A
 BL1041'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0982 ***********************************************************************
 BL0982  DESIGNATION -  R 986
 BL0982  PID         -  BL0982
 BL0982  STATE/COUNTY-  TX/POLK
 BL0982  USGS QUAD   -  BLANCHARD (1972)
 BL0982
 BL0982                         *CURRENT SURVEY CONTROL
 BL0982  ___________________________________________________________________
 BL0982* NAD 83(1986)-  30 44 52.     (N)    095 06 43.     (W)     SCALED    
 BL0982* NAVD 88     -        35.27   (+/-2cm)     115.7    (feet)  VERTCON   
 BL0982  ___________________________________________________________________
 BL0982  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL0982
 BL0982  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0982
 BL0982.The horizontal coordinates were scaled from a topographic map and have
 BL0982.an estimated accuracy of +/- 6 seconds.
 BL0982
 BL0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0982.The vertical order pertains to the NGVD 29 superseded value.
 BL0982
 BL0982.The geoid height was determined by GEOID03.
 BL0982
 BL0982;                    North         East    Units  Estimated Accuracy
 BL0982;SPC TX C     - 3,131,580.    1,199,740.      MT  (+/- 180 meters Scaled)
 BL0982
 BL0982                          SUPERSEDED SURVEY CONTROL
 BL0982
 BL0982  NGVD 29 (??/??/92)   35.292  (m)          115.79   (f) ADJ UNCH    2 0
 BL0982
 BL0982.Superseded values are not recommended for survey control.
 BL0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0982.See file dsdata.txt to determine how the superseded data were derived.
 BL0982
 BL0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ978035(NAD 83)
 BL0982_MARKER: DB = BENCH MARK DISK
 BL0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0982_SP_SET: CULVERT
 BL0982_STAMPING: R 986 1947
 BL0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0982
 BL0982  HISTORY     - Date     Condition        Report By
 BL0982  HISTORY     - 1947     MONUMENTED       CGS
 BL0982  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0982
 BL0982                          STATION DESCRIPTION
 BL0982
 BL0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0982'4.0 MI W FROM BLANCHARD.
 BL0982'4.0 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL0982'BLANCHARD, 22.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 BL0982'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A
 BL0982'LARGE CONCRETE CULVERT, 1.5 FEET WEST OF THE EAST END OF THE HEADWALL.
 BL0982
 BL0982                          STATION RECOVERY (1997)
 BL0982
 BL0982'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1680 ***********************************************************************
 BL1680  DESIGNATION -  R 987
 BL1680  PID         -  BL1680
 BL1680  STATE/COUNTY-  TX/WALKER
 BL1680  USGS QUAD   -  HUNTSVILLE (1976)
 BL1680
 BL1680                         *CURRENT SURVEY CONTROL
 BL1680  ___________________________________________________________________
 BL1680* NAD 83(1986)-  30 44 28.     (N)    095 35 09.     (W)     SCALED    
 BL1680* NAVD 88     -       107.91   (+/-2cm)     354.0    (feet)  VERTCON   
 BL1680  ___________________________________________________________________
 BL1680  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BL1680
 BL1680  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1680
 BL1680.This mark is at Huntsville Muni (T39) Airport (T39)
 BL1680
 BL1680.The horizontal coordinates were scaled from a topographic map and have
 BL1680.an estimated accuracy of +/- 6 seconds.
 BL1680
 BL1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1680.The vertical order pertains to the NGVD 29 superseded value.
 BL1680
 BL1680.The geoid height was determined by GEOID03.
 BL1680
 BL1680;                    North         East    Units  Estimated Accuracy
 BL1680;SPC TX C     - 3,128,810.    1,154,440.      MT  (+/- 180 meters Scaled)
 BL1680
 BL1680                          SUPERSEDED SURVEY CONTROL
 BL1680
 BL1680  NGVD 29 (??/??/92)  107.906  (m)          354.02   (f) ADJ UNCH    2 0
 BL1680
 BL1680.Superseded values are not recommended for survey control.
 BL1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1680.See file dsdata.txt to determine how the superseded data were derived.
 BL1680
 BL1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ524037(NAD 83)
 BL1680_MARKER: DB = BENCH MARK DISK
 BL1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1680_STAMPING: R 987 1947
 BL1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1680+STABILITY: SURFACE MOTION
 BL1680
 BL1680  HISTORY     - Date     Condition        Report By
 BL1680  HISTORY     - 1947     MONUMENTED       CGS
 BL1680  HISTORY     - 1962     POOR             USGS
 BL1680  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1680
 BL1680                          STATION DESCRIPTION
 BL1680
 BL1680'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BL1680'IN HUNTSVILLE MUNICIPAL AIRPORT.
 BL1680'AT HUNTSVILLE MUNICIPAL AIRFIELD, 4 FT N OF NE COR OF SMALL METAL SHED
 BL1680'WHICH IS ABOUT 380 FT S OF MAIN HANGER.  A STD DISK STAMPED R 987 1947
 BL1680'AND SET IN THE TOP OF A CONC POST FLUSH WITH THE GROUND. DISK BATTERED
 BL1680'AND THE POST IS LEANING.
 BL1680
 BL1680                          STATION RECOVERY (1996)
 BL1680
 BL1680'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1930 ***********************************************************************
 BY1930  DESIGNATION -  R 988
 BY1930  PID         -  BY1930
 BY1930  STATE/COUNTY-  TX/HOUSTON
 BY1930  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1930
 BY1930                         *CURRENT SURVEY CONTROL
 BY1930  ___________________________________________________________________
 BY1930* NAD 83(1986)-  31 17 23.     (N)    095 30 26.     (W)     SCALED    
 BY1930* NAVD 88     -       110.87   (+/-2cm)     363.7    (feet)  VERTCON   
 BY1930  ___________________________________________________________________
 BY1930  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1930
 BY1930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1930
 BY1930.The horizontal coordinates were scaled from a topographic map and have
 BY1930.an estimated accuracy of +/- 6 seconds.
 BY1930
 BY1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1930.The vertical order pertains to the NGVD 29 superseded value.
 BY1930
 BY1930.The geoid height was determined by GEOID03.
 BY1930
 BY1930;                    North         East    Units  Estimated Accuracy
 BY1930;SPC TX C     - 3,189,890.    1,159,320.      MT  (+/- 180 meters Scaled)
 BY1930
 BY1930                          SUPERSEDED SURVEY CONTROL
 BY1930
 BY1930  NGVD 29 (??/??/92)  110.861  (m)          363.72   (f) ADJ UNCH    2 0
 BY1930
 BY1930.Superseded values are not recommended for survey control.
 BY1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1930.See file dsdata.txt to determine how the superseded data were derived.
 BY1930
 BY1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ613644(NAD 83)
 BY1930_MARKER: DB = BENCH MARK DISK
 BY1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1930_STAMPING: R 988 1947
 BY1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1930+STABILITY: SURFACE MOTION
 BY1930
 BY1930  HISTORY     - Date     Condition        Report By
 BY1930  HISTORY     - 1947     MONUMENTED       CGS
 BY1930
 BY1930                          STATION DESCRIPTION
 BY1930
 BY1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1930'3.7 MI SW FROM CROCKETT.
 BY1930'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 21 FROM THE COURT HOUSE AT
 BY1930'CROCKETT, IN LINE WITH THE NORTHEAST WALL OF THE HANGAR AT THE
 BY1930'CROCKETT MUNICIPAL AIRPORT, 0.15 MILE NORTHEAST OF THE SOUTHWEST
 BY1930'ENTRANCE TO THE LANDING FIELD, 48 FEET NORTHWEST OF THE CENTER LINE OF
 BY1930'THE HIGHWAY, 3 FEET NORTHEAST OF A 4X4 MARKER POST, SET IN A CONCRETE
 BY1930'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTS 1 INCH ABOVE
 BY1930'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1389 ***********************************************************************
 BL1389  DESIGNATION -  R 989
 BL1389  PID         -  BL1389
 BL1389  STATE/COUNTY-  TX/SAN JACINTO
 BL1389  USGS QUAD   -  CONROE NE (1976)
 BL1389
 BL1389                         *CURRENT SURVEY CONTROL
 BL1389  ___________________________________________________________________
 BL1389* NAD 83(1986)-  30 27 19.     (N)    095 19 20.     (W)     SCALED    
 BL1389* NAVD 88     -        99.44   (+/-2cm)     326.2    (feet)  VERTCON   
 BL1389  ___________________________________________________________________
 BL1389  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1389
 BL1389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1389
 BL1389.The horizontal coordinates were scaled from a topographic map and have
 BL1389.an estimated accuracy of +/- 6 seconds.
 BL1389
 BL1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1389.The vertical order pertains to the NGVD 29 superseded value.
 BL1389
 BL1389.The geoid height was determined by GEOID03.
 BL1389
 BL1389;                    North         East    Units  Estimated Accuracy
 BL1389;SPC TX C     - 3,098,260.    1,181,080.      MT  (+/- 180 meters Scaled)
 BL1389
 BL1389                          SUPERSEDED SURVEY CONTROL
 BL1389
 BL1389  NGVD 29 (??/??/92)   99.441  (m)          326.25   (f) ADJ UNCH    2 0
 BL1389
 BL1389.Superseded values are not recommended for survey control.
 BL1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1389.See file dsdata.txt to determine how the superseded data were derived.
 BL1389
 BL1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP770715(NAD 83)
 BL1389_MARKER: DB = BENCH MARK DISK
 BL1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1389_STAMPING: R 989 1947
 BL1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1389+STABILITY: SURFACE MOTION
 BL1389
 BL1389  HISTORY     - Date     Condition        Report By
 BL1389  HISTORY     - 1947     MONUMENTED       CGS
 BL1389
 BL1389                          STATION DESCRIPTION
 BL1389
 BL1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1389'11.7 MI E FROM WILLIS.
 BL1389'0.3 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE RAILROAD STATION AT
 BL1389'WILLIS, THENCE 4.3 MILES EAST ALONG AN ASPHALT ROAD, THENCE 5.0 MILES
 BL1389'EAST ALONG A GRAVELED ROAD TO A ROAD JUNCTION AT PEACH CREEK, THENCE
 BL1389'0.1 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A
 BL1389'TRAIL, 36.0 FEET NORTHWEST OF A TRIANGULAR BLAZED 16 INCH OAK TREE,
 BL1389'22.0 FEET EAST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BL1389'TRAIL, 19.0 FEET NORTHEAST OF A TRIANGULAR BLAZED 10 INCH PINE TREE,
 BL1389'13.0 FEET EAST OF A TRIANGULAR BLAZED 14 INCH PINE TREE, 3.0 FEET
 BL1389'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1389'PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0121 ***********************************************************************
 BL0121  DESIGNATION -  R 99
 BL0121  PID         -  BL0121
 BL0121  STATE/COUNTY-  TX/JASPER
 BL0121  USGS QUAD   -  PACE HILL (1984)
 BL0121
 BL0121                         *CURRENT SURVEY CONTROL
 BL0121  ___________________________________________________________________
 BL0121* NAD 83(1986)-  30 57 05.     (N)    094 10 49.     (W)     SCALED    
 BL0121* NAVD 88     -        29.80   (+/-2cm)      97.8    (feet)  VERTCON   
 BL0121  ___________________________________________________________________
 BL0121  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BL0121
 BL0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0121
 BL0121.The horizontal coordinates were scaled from a topographic map and have
 BL0121.an estimated accuracy of +/- 6 seconds.
 BL0121
 BL0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0121.The vertical order pertains to the NGVD 29 superseded value.
 BL0121
 BL0121.The geoid height was determined by GEOID03.
 BL0121
 BL0121;                    North         East    Units  Estimated Accuracy
 BL0121;SPC TX C     - 3,158,670.    1,287,570.      MT  (+/- 180 meters Scaled)
 BL0121
 BL0121                          SUPERSEDED SURVEY CONTROL
 BL0121
 BL0121  NGVD 29 (??/??/92)   29.809  (m)           97.80   (f) ADJ UNCH    2 0
 BL0121
 BL0121.Superseded values are not recommended for survey control.
 BL0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0121.See file dsdata.txt to determine how the superseded data were derived.
 BL0121
 BL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ872248(NAD 83)
 BL0121_MARKER: DB = BENCH MARK DISK
 BL0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0121_STAMPING: R 99 1952
 BL0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0121+STABILITY: SURFACE MOTION
 BL0121
 BL0121  HISTORY     - Date     Condition        Report By
 BL0121  HISTORY     - 1952     MONUMENTED       CGS
 BL0121  HISTORY     - 1978     GOOD             USGS
 BL0121
 BL0121                          STATION DESCRIPTION
 BL0121
 BL0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0121'19.05 MI NW FROM JASPER.
 BL0121'14.25 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BL0121'JASPER, THENCE 1.95 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BL0121'0.7 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTHEAST
 BL0121'ALONG A GRADED DIRT ROAD, THENCE 1.25 MILES SOUTHEAST ALONG AN
 BL0121'ABANDONED WOODS ROAD, 0.3 MILE NORTHWEST OF A SAWMILL SITE, 18 FEET
 BL0121'NORTHEAST OF THE CENTER LINE OF THE WOODS ROAD, 17 FEET NORTHWEST OF
 BL0121'THE CENTER LINE OF A DIM WOODS ROAD, 1.5 FEET WEST OF A WITNESS POST,
 BL0121'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 BL0121'GROUND.
 BL0121
 BL0121                          STATION RECOVERY (1978)
 BL0121
 BL0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0121'JASPER, JUNCTION OF U. S. HWY. 96 WITH U. S. HWY 190 AND STATE HWY.
 BL0121'63, THENCE 14.6 MILES NORTHWEST ALONG STATE HWY. 63 TO F. M. ROAD
 BL0121'255, THENCE 4.0 MILES SOUTHWEST ALONG F. M. ROAD 255 TO A T-ROAD-S,
 BL0121'THENCE SOUTH ALONG GRAVELED ROAD FOR 1.6 MILES TO A ROAD FORK, THENCE
 BL0121'ALONG RIGHT ROAD FORK 1.2 MILES. AT A POWERLINE CROSSING. 63 FT. NW
 BL0121'OF POWER LINE, 23 FT. NE OF CENTERLINE OF ROAD. IN CONCRETE POST
 BL0121'PROJECTING 0.6 FT. ABOVE GROUND. STANDARD TABLET STAMPED R 99 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0931 ***********************************************************************
 CR0931  DESIGNATION -  R 990
 CR0931  PID         -  CR0931
 CR0931  STATE/COUNTY-  TX/VAN ZANDT
 CR0931  USGS QUAD   -  VAN (1981)
 CR0931
 CR0931                         *CURRENT SURVEY CONTROL
 CR0931  ___________________________________________________________________
 CR0931* NAD 83(1986)-  32 30 59.     (N)    095 42 05.     (W)     SCALED    
 CR0931* NAVD 88     -       157.421  (meters)     516.47   (feet)  ADJUSTED  
 CR0931  ___________________________________________________________________
 CR0931  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CR0931  DYNAMIC HT  -         157.240 (meters)     515.88  (feet)  COMP
 CR0931  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 CR0931
 CR0931  VERT ORDER  -  SECOND    CLASS 0
 CR0931
 CR0931.The horizontal coordinates were scaled from a topographic map and have
 CR0931.an estimated accuracy of +/- 6 seconds.
 CR0931
 CR0931.The orthometric height was determined by differential leveling
 CR0931.and adjusted by the National Geodetic Survey in June 1991..
 CR0931
 CR0931.The geoid height was determined by GEOID03.
 CR0931
 CR0931.The dynamic height is computed by dividing the NAVD 88
 CR0931.geopotential number by the normal gravity value computed on the
 CR0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0931.degrees latitude (g = 980.6199 gals.).
 CR0931
 CR0931.The modeled gravity was interpolated from observed gravity values.
 CR0931
 CR0931;                    North         East    Units  Estimated Accuracy
 CR0931;SPC TXNC     - 2,097,730.      862,900.      MT  (+/- 180 meters Scaled)
 CR0931
 CR0931                          SUPERSEDED SURVEY CONTROL
 CR0931
 CR0931  NGVD 29 (??/??/92)  157.436  (m)          516.52   (f) ADJ UNCH    2 0
 CR0931
 CR0931.Superseded values are not recommended for survey control.
 CR0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0931.See file dsdata.txt to determine how the superseded data were derived.
 CR0931
 CR0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS462008(NAD 83)
 CR0931_MARKER: DB = BENCH MARK DISK
 CR0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0931_STAMPING: R 990 1948
 CR0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0931+STABILITY: SURFACE MOTION
 CR0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0931+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0931
 CR0931  HISTORY     - Date     Condition        Report By
 CR0931  HISTORY     - 1948     MONUMENTED       CGS
 CR0931  HISTORY     - 19950904 GOOD             USPSQD
 CR0931  HISTORY     - 20050711 GOOD             USPSQD
 CR0931
 CR0931                          STATION DESCRIPTION
 CR0931
 CR0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0931'2.0 MI E FROM COLFAX.
 CR0931'2.0 MILES EAST ALONG THE COLFAX-VAN HIGHWAY FROM THE METHODIST CHURCH
 CR0931'AT COLFAX, AT A ROAD INTERSECTION, 74.0 FEET WEST OF THE CENTER LINE
 CR0931'OF A NORTH-SOUTH DIRT ROAD, 49.0 FEET SOUTH OF THE CENTER LINE OF THE
 CR0931'HIGHWAY, 2.6 FEET EAST OF A REFERENCE POST, 0.9 FOOT NORTH OF A FENCE,
 CR0931'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CR0931'GROUND.
 CR0931
 CR0931                          STATION RECOVERY (1995)
 CR0931
 CR0931'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0931'RECOVERED IN GOOD CONDITION.
 CR0931
 CR0931                          STATION RECOVERY (2005)
 CR0931
 CR0931'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0911 ***********************************************************************
 CR0911  DESIGNATION -  R 991
 CR0911  PID         -  CR0911
 CR0911  STATE/COUNTY-  TX/SMITH
 CR0911  USGS QUAD   -  VAN LAKE (1981)
 CR0911
 CR0911                         *CURRENT SURVEY CONTROL
 CR0911  ___________________________________________________________________
 CR0911* NAD 83(1986)-  32 37 18.     (N)    095 34 35.     (W)     SCALED    
 CR0911* NAVD 88     -       144.632  (meters)     474.51   (feet)  ADJUSTED  
 CR0911  ___________________________________________________________________
 CR0911  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CR0911  DYNAMIC HT  -         144.467 (meters)     473.97  (feet)  COMP
 CR0911  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 CR0911
 CR0911  VERT ORDER  -  SECOND    CLASS 0
 CR0911
 CR0911.The horizontal coordinates were scaled from a topographic map and have
 CR0911.an estimated accuracy of +/- 6 seconds.
 CR0911
 CR0911.The orthometric height was determined by differential leveling
 CR0911.and adjusted by the National Geodetic Survey in June 1991..
 CR0911
 CR0911.The geoid height was determined by GEOID03.
 CR0911
 CR0911.The dynamic height is computed by dividing the NAVD 88
 CR0911.geopotential number by the normal gravity value computed on the
 CR0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0911.degrees latitude (g = 980.6199 gals.).
 CR0911
 CR0911.The modeled gravity was interpolated from observed gravity values.
 CR0911
 CR0911;                    North         East    Units  Estimated Accuracy
 CR0911;SPC TXNC     - 2,109,720.      874,320.      MT  (+/- 180 meters Scaled)
 CR0911
 CR0911                          SUPERSEDED SURVEY CONTROL
 CR0911
 CR0911  NGVD 29 (??/??/92)  144.654  (m)          474.59   (f) ADJ UNCH    2 0
 CR0911
 CR0911.Superseded values are not recommended for survey control.
 CR0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0911.See file dsdata.txt to determine how the superseded data were derived.
 CR0911
 CR0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS582122(NAD 83)
 CR0911_MARKER: DB = BENCH MARK DISK
 CR0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0911_STAMPING: R 991 1948
 CR0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0911+STABILITY: SURFACE MOTION
 CR0911
 CR0911  HISTORY     - Date     Condition        Report By
 CR0911  HISTORY     - 1948     MONUMENTED       CGS
 CR0911  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0911  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0911
 CR0911                          STATION DESCRIPTION
 CR0911
 CR0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0911'2.25 MI N FROM JAMESTOWN.
 CR0911'2.25 MILES NORTH ALONG AN ASPHALT ROAD FROM THE CHURCH OF CHRIST AT
 CR0911'JAMESTOWN, 109 YARDS (PACED) NORTH OF THE CENTER LINE OF A ROAD
 CR0911'LEADING WEST, 50.0 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 CR0911'DRIVEWAY LEADING EAST, 49.3 FEET EAST OF A POWER POLE, 42.0 FEET WEST
 CR0911'OF THE CENTER LINE OF AN ASPHALT ROAD, 5.2 FEET SOUTH OF A 22-INCH OAK
 CR0911'TREE, 1.7 FEET NORTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE,
 CR0911'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CR0911'GROUND.
 CR0911
 CR0911                          STATION RECOVERY (1996)
 CR0911
 CR0911'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0911'MARK NOT FOUND.
 CR0911
 CR0911                          STATION RECOVERY (2004)
 CR0911
 CR0911'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1007 ***********************************************************************
 CR1007  DESIGNATION -  R 992
 CR1007  PID         -  CR1007
 CR1007  STATE/COUNTY-  TX/VAN ZANDT
 CR1007  USGS QUAD   -  FRUITVALE (1962)
 CR1007
 CR1007                         *CURRENT SURVEY CONTROL
 CR1007  ___________________________________________________________________
 CR1007* NAD 83(1986)-  32 40 48.     (N)    095 50 16.     (W)     SCALED    
 CR1007* NAVD 88     -       120.752  (meters)     396.17   (feet)  ADJUSTED  
 CR1007  ___________________________________________________________________
 CR1007  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR1007  DYNAMIC HT  -         120.615 (meters)     395.72  (feet)  COMP
 CR1007  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 CR1007
 CR1007  VERT ORDER  -  SECOND    CLASS 0
 CR1007
 CR1007.The horizontal coordinates were scaled from a topographic map and have
 CR1007.an estimated accuracy of +/- 6 seconds.
 CR1007
 CR1007.The orthometric height was determined by differential leveling
 CR1007.and adjusted by the National Geodetic Survey in June 1991..
 CR1007
 CR1007.The geoid height was determined by GEOID03.
 CR1007
 CR1007.The dynamic height is computed by dividing the NAVD 88
 CR1007.geopotential number by the normal gravity value computed on the
 CR1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1007.degrees latitude (g = 980.6199 gals.).
 CR1007
 CR1007.The modeled gravity was interpolated from observed gravity values.
 CR1007
 CR1007;                    North         East    Units  Estimated Accuracy
 CR1007;SPC TXNC     - 2,115,530.      849,630.      MT  (+/- 180 meters Scaled)
 CR1007
 CR1007                          SUPERSEDED SURVEY CONTROL
 CR1007
 CR1007  NGVD 29 (??/??/92)  120.766  (m)          396.21   (f) ADJ UNCH    2 0
 CR1007
 CR1007.Superseded values are not recommended for survey control.
 CR1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1007.See file dsdata.txt to determine how the superseded data were derived.
 CR1007
 CR1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS339193(NAD 83)
 CR1007_MARKER: DB = BENCH MARK DISK
 CR1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR1007_SP_SET: CURB
 CR1007_STAMPING: R 992 1948
 CR1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1007
 CR1007  HISTORY     - Date     Condition        Report By
 CR1007  HISTORY     - 1948     MONUMENTED       CGS
 CR1007  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1007
 CR1007                          STATION DESCRIPTION
 CR1007
 CR1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1007'3.05 MI SE FROM EDGEWOOD.
 CR1007'2.6 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CR1007'EDGEWOOD, THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 19, 18.0 FEET
 CR1007'WEST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 4.3
 CR1007'FEET SOUTH OF THE NORTH END OF THE WEST CURB OF A 55-FOOT CONCRETE
 CR1007'BRIDGE, 0.7 FOOT EAST OF THE WEST FACE OF AND SET IN THE TOP OF THE
 CR1007'CURB.
 CR1007
 CR1007                          STATION RECOVERY (1995)
 CR1007
 CR1007'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1390 ***********************************************************************
 CR1390  DESIGNATION -  R 992 RESET
 CR1390  PID         -  CR1390
 CR1390  STATE/COUNTY-  TX/VAN ZANDT
 CR1390  USGS QUAD   -  FRUITVALE (1962)
 CR1390
 CR1390                         *CURRENT SURVEY CONTROL
 CR1390  ___________________________________________________________________
 CR1390* NAD 83(1986)-  32 40 48.     (N)    095 50 16.     (W)     SCALED    
 CR1390* NAVD 88     -       120.48   (meters)     395.3    (feet)  RESET     
 CR1390  ___________________________________________________________________
 CR1390  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR1390
 CR1390  VERT ORDER  -  THIRD
 CR1390
 CR1390.The horizontal coordinates were scaled from a topographic map and have
 CR1390.an estimated accuracy of +/- 6 seconds.
 CR1390
 CR1390.The orthometric height was computed from unverified reset data.
 CR1390
 CR1390.The geoid height was determined by GEOID03.
 CR1390
 CR1390;                    North         East    Units  Estimated Accuracy
 CR1390;SPC TXNC     - 2,115,530.      849,630.      MT  (+/- 180 meters Scaled)
 CR1390
 CR1390                          SUPERSEDED SURVEY CONTROL
 CR1390
 CR1390  NGVD 29 (01/29/03)  120.50   (m)          395.3    (f) RESET       3  
 CR1390
 CR1390.Superseded values are not recommended for survey control.
 CR1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1390.See file dsdata.txt to determine how the superseded data were derived.
 CR1390
 CR1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS339193(NAD 83)
 CR1390_MARKER: DV = VERTICAL CONTROL DISK
 CR1390_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CR1390_SP_SET: CURB
 CR1390_STAMPING: R 992 RESET 1985
 CR1390_MARK LOGO: NGS   
 CR1390_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1390
 CR1390  HISTORY     - Date     Condition        Report By
 CR1390  HISTORY     - 1985     MONUMENTED       LOCSUR
 CR1390  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1390
 CR1390                          STATION DESCRIPTION
 CR1390
 CR1390'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 CR1390'2.6 MILES (4.2 KM) EAST ALONG HIGHWAY 80 FROM HIGH SCHOOL IN EDGEWOOD,
 CR1390'THENCE 0.45 MILES (0.72 KM) SOUTH ALONG STATE HIGHWAY 19, 60 FEET
 CR1390'(18.3 M) PERPENDICULAR FROM ENGINEERS CENTERLINE STATION 371+55 OF
 CR1390'STATE HIGHWAY 19, 4 FEET (1.2 M) NORTH OF THE RIGHT-OF-WAY MARKER.
 CR1390
 CR1390                          STATION RECOVERY (1995)
 CR1390
 CR1390'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0681 ***********************************************************************
 CR0681  DESIGNATION -  R 993
 CR0681  PID         -  CR0681
 CR0681  STATE/COUNTY-  TX/HENDERSON
 CR0681  USGS QUAD   -  MURCHISON WEST (1984)
 CR0681
 CR0681                         *CURRENT SURVEY CONTROL
 CR0681  ___________________________________________________________________
 CR0681* NAD 83(1986)-  32 17 43.     (N)    095 50 38.     (W)     SCALED    
 CR0681* NAVD 88     -       148.956  (meters)     488.70   (feet)  ADJUSTED  
 CR0681  ___________________________________________________________________
 CR0681  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0681  DYNAMIC HT  -         148.783 (meters)     488.13  (feet)  COMP
 CR0681  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 CR0681
 CR0681  VERT ORDER  -  SECOND    CLASS 0
 CR0681
 CR0681.The horizontal coordinates were scaled from a topographic map and have
 CR0681.an estimated accuracy of +/- 6 seconds.
 CR0681
 CR0681.The orthometric height was determined by differential leveling
 CR0681.and adjusted by the National Geodetic Survey in June 1991..
 CR0681
 CR0681.The geoid height was determined by GEOID03.
 CR0681
 CR0681.The dynamic height is computed by dividing the NAVD 88
 CR0681.geopotential number by the normal gravity value computed on the
 CR0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0681.degrees latitude (g = 980.6199 gals.).
 CR0681
 CR0681.The modeled gravity was interpolated from observed gravity values.
 CR0681
 CR0681;                    North         East    Units  Estimated Accuracy
 CR0681;SPC TXNC     - 2,072,870.      850,140.      MT  (+/- 180 meters Scaled)
 CR0681
 CR0681                          SUPERSEDED SURVEY CONTROL
 CR0681
 CR0681  NGVD 29 (??/??/92)  148.965  (m)          488.73   (f) ADJ UNCH    2 0
 CR0681
 CR0681.Superseded values are not recommended for survey control.
 CR0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0681.See file dsdata.txt to determine how the superseded data were derived.
 CR0681
 CR0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR321767(NAD 83)
 CR0681_MARKER: DB = BENCH MARK DISK
 CR0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0681_STAMPING: R 993 1948
 CR0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0681+STABILITY: SURFACE MOTION
 CR0681
 CR0681  HISTORY     - Date     Condition        Report By
 CR0681  HISTORY     - 1948     MONUMENTED       CGS
 CR0681  HISTORY     - 20040608 MARK NOT FOUND   USPSQD
 CR0681
 CR0681                          STATION DESCRIPTION
 CR0681
 CR0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0681'6.35 MI N FROM ATHENS.
 CR0681'6.35 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0681'0.15 MILE SOUTH OF JUNCTION WITH A ROAD LEADING WEST, 317.8 FEET NORTH
 CR0681'OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT, 45 YARDS
 CR0681'(PACED) SOUTH OF THE CREST OF A RISE, 58.3 FEET WEST OF THE CENTER
 CR0681'LINE OF THE HIGHWAY, 1.6 FEET SOUTH OF A REFERENCE POST, DIRECTLY
 CR0681'ACROSS THE HIGHWAY FROM A FARMHOUSE, SET IN THE TOP OF A CONCRETE POST
 CR0681'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0681
 CR0681                          STATION RECOVERY (2004)
 CR0681
 CR0681'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0875 ***********************************************************************
 CR0875  DESIGNATION -  R 994
 CR0875  PID         -  CR0875
 CR0875  STATE/COUNTY-  TX/VAN ZANDT
 CR0875  USGS QUAD   -  GRAND SALINE (1981)
 CR0875
 CR0875                         *CURRENT SURVEY CONTROL
 CR0875  ___________________________________________________________________
 CR0875* NAD 83(1986)-  32 40 26.     (N)    095 39 56.     (W)     SCALED    
 CR0875* NAVD 88     -       114.810  (meters)     376.67   (feet)  ADJUSTED  
 CR0875  ___________________________________________________________________
 CR0875  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CR0875  DYNAMIC HT  -         114.680 (meters)     376.25  (feet)  COMP
 CR0875  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CR0875
 CR0875  VERT ORDER  -  SECOND    CLASS 0
 CR0875
 CR0875.The horizontal coordinates were scaled from a topographic map and have
 CR0875.an estimated accuracy of +/- 6 seconds.
 CR0875
 CR0875.The orthometric height was determined by differential leveling
 CR0875.and adjusted by the National Geodetic Survey in June 1991..
 CR0875
 CR0875.The geoid height was determined by GEOID03.
 CR0875
 CR0875.The dynamic height is computed by dividing the NAVD 88
 CR0875.geopotential number by the normal gravity value computed on the
 CR0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0875.degrees latitude (g = 980.6199 gals.).
 CR0875
 CR0875.The modeled gravity was interpolated from observed gravity values.
 CR0875
 CR0875;                    North         East    Units  Estimated Accuracy
 CR0875;SPC TXNC     - 2,115,280.      865,800.      MT  (+/- 180 meters Scaled)
 CR0875
 CR0875                          SUPERSEDED SURVEY CONTROL
 CR0875
 CR0875  NGVD 29 (??/??/92)  114.831  (m)          376.74   (f) ADJ UNCH    2 0
 CR0875
 CR0875.Superseded values are not recommended for survey control.
 CR0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0875.See file dsdata.txt to determine how the superseded data were derived.
 CR0875
 CR0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS500182(NAD 83)
 CR0875_MARKER: DB = BENCH MARK DISK
 CR0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0875_STAMPING: R 994 1948
 CR0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0875+STABILITY: SURFACE MOTION
 CR0875
 CR0875  HISTORY     - Date     Condition        Report By
 CR0875  HISTORY     - 1948     MONUMENTED       CGS
 CR0875  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0875
 CR0875                          STATION DESCRIPTION
 CR0875
 CR0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0875'2.5 MI E FROM GRAND SALINE.
 CR0875'2.5 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE JUNCTION OF STATE
 CR0875'HIGHWAY 110 AT GRAND SALINE, 410.3 FEET EAST OF THE EAST END OF THE
 CR0875'SOUTH HEADWALL OF AN 18-FOOT CONCRETE BRIDGE, 210.0 FEET EAST OF THE
 CR0875'EXTENDED CENTER LINE OF A DRIVEWAY LEADING NORTH TO A FARMHOUSE, 48.6
 CR0875'FEET SOUTH OF AND 5.0 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY,
 CR0875'1.1 FEET SOUTH OF A REFERENCE POST, 0.5 FOOT NORTH OF A FENCE, SET IN
 CR0875'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0875
 CR0875                          STATION RECOVERY (1995)
 CR0875
 CR0875'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0218 ***********************************************************************
 BY0218  DESIGNATION -  R 995
 BY0218  PID         -  BY0218
 BY0218  STATE/COUNTY-  TX/SHELBY
 BY0218  USGS QUAD   -  CENTER (1984)
 BY0218
 BY0218                         *CURRENT SURVEY CONTROL
 BY0218  ___________________________________________________________________
 BY0218* NAD 83(1986)-  31 46 53.     (N)    094 11 28.     (W)     SCALED    
 BY0218* NAVD 88     -        95.597  (meters)     313.64   (feet)  ADJUSTED  
 BY0218  ___________________________________________________________________
 BY0218  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY0218  DYNAMIC HT  -          95.483 (meters)     313.26  (feet)  COMP
 BY0218  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 BY0218
 BY0218  VERT ORDER  -  FIRST     CLASS II
 BY0218
 BY0218.The horizontal coordinates were scaled from a topographic map and have
 BY0218.an estimated accuracy of +/- 6 seconds.
 BY0218
 BY0218.The orthometric height was determined by differential leveling
 BY0218.and adjusted by the National Geodetic Survey in June 1991..
 BY0218
 BY0218.The geoid height was determined by GEOID03.
 BY0218
 BY0218.The dynamic height is computed by dividing the NAVD 88
 BY0218.geopotential number by the normal gravity value computed on the
 BY0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0218.degrees latitude (g = 980.6199 gals.).
 BY0218
 BY0218.The modeled gravity was interpolated from observed gravity values.
 BY0218
 BY0218;                    North         East    Units  Estimated Accuracy
 BY0218;SPC TX C     - 3,250,490.    1,281,460.      MT  (+/- 180 meters Scaled)
 BY0218
 BY0218                          SUPERSEDED SURVEY CONTROL
 BY0218
 BY0218  NGVD 29 (??/??/??)   95.638  (m)          313.77   (f) ADJUSTED    1 2
 BY0218
 BY0218.Superseded values are not recommended for survey control.
 BY0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0218.See file dsdata.txt to determine how the superseded data were derived.
 BY0218
 BY0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR872168(NAD 83)
 BY0218_MARKER: DB = BENCH MARK DISK
 BY0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0218_STAMPING: R 995 1949
 BY0218_PROJECTION: PROJECTING 5 CENTIMETERS
 BY0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0218+STABILITY: SURFACE MOTION
 BY0218
 BY0218  HISTORY     - Date     Condition        Report By
 BY0218  HISTORY     - 1949     MONUMENTED       CGS
 BY0218  HISTORY     - 1967     GOOD             NGS
 BY0218  HISTORY     - 1979     GOOD             NGS
 BY0218
 BY0218                          STATION DESCRIPTION
 BY0218
 BY0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BY0218'1.1 MI SW FROM CENTER.
 BY0218'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE AT
 BY0218'CENTER TO SITE OF BENCH MARK, AT THE HOME OF J. C. HOPKINS, 78.0 FEET
 BY0218'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 72.0 FEET SOUTH OF THE
 BY0218'SOUTH CORNER OF THE FARMHOUSE, 13.0 FEET SOUTHWEST OF THE CENTER LINE
 BY0218'OF A PRIVATE DRIVE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, 0.6 FOOT
 BY0218'NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0218'0.2 FOOT ABOVE THE GROUND.  A C AND GS BENCH MARK DISK SET IN A ROUND
 BY0218'CONCRETE POST.
 BY0218
 BY0218                          STATION RECOVERY (1979)
 BY0218
 BY0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0218'OMIT-0.6 FT. NORTHEAST OF A FENCE.
 BY0218'ADD-6.0 FT. NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0379 ***********************************************************************
 CS0379  DESIGNATION -  R 996
 CS0379  PID         -  CS0379
 CS0379  STATE/COUNTY-  TX/KAUFMAN
 CS0379  USGS QUAD   -  KEMP (1981)
 CS0379
 CS0379                         *CURRENT SURVEY CONTROL
 CS0379  ___________________________________________________________________
 CS0379* NAD 83(1986)-  32 27 30.     (N)    096 11 15.     (W)     SCALED    
 CS0379* NAVD 88     -       123.359  (meters)     404.72   (feet)  ADJUSTED  
 CS0379  ___________________________________________________________________
 CS0379  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0379  DYNAMIC HT  -         123.220 (meters)     404.26  (feet)  COMP
 CS0379  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 CS0379
 CS0379  VERT ORDER  -  SECOND    CLASS 0
 CS0379
 CS0379.The horizontal coordinates were scaled from a topographic map and have
 CS0379.an estimated accuracy of +/- 6 seconds.
 CS0379
 CS0379.The orthometric height was determined by differential leveling
 CS0379.and adjusted by the National Geodetic Survey in June 1991..
 CS0379
 CS0379.The geoid height was determined by GEOID03.
 CS0379
 CS0379.The dynamic height is computed by dividing the NAVD 88
 CS0379.geopotential number by the normal gravity value computed on the
 CS0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0379.degrees latitude (g = 980.6199 gals.).
 CS0379
 CS0379.The modeled gravity was interpolated from observed gravity values.
 CS0379
 CS0379;                    North         East    Units  Estimated Accuracy
 CS0379;SPC TXNC     - 2,090,180.      817,390.      MT  (+/- 180 meters Scaled)
 CS0379
 CS0379                          SUPERSEDED SURVEY CONTROL
 CS0379
 CS0379  NGVD 29 (??/??/92)  123.374  (m)          404.77   (f) ADJ UNCH    2 0
 CS0379
 CS0379.Superseded values are not recommended for survey control.
 CS0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0379.See file dsdata.txt to determine how the superseded data were derived.
 CS0379
 CS0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA643947(NAD 83)
 CS0379_MARKER: DB = BENCH MARK DISK
 CS0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0379_STAMPING: R 996 1948
 CS0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0379+STABILITY: SURFACE MOTION
 CS0379
 CS0379  HISTORY     - Date     Condition        Report By
 CS0379  HISTORY     - 1948     MONUMENTED       CGS
 CS0379
 CS0379                          STATION DESCRIPTION
 CS0379
 CS0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0379'3.0 MI NE FROM KEMP.
 CS0379'1.5 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH AT
 CS0379'KEMP, THENCE 1.5 MILES EAST ALONG A GRADED DIRT ROAD, 166 YARDS
 CS0379'(PACED) WEST OF A ROAD JUNCTION, 295.0 FEET WEST OF THE NORTH END OF A
 CS0379'CORRUGATED IRON CULVERT, 50.0 FEET NORTH OF THE CENTER LINE OF THE
 CS0379'ROAD, 20.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A VACANT
 CS0379'FARMHOUSE, 12.7 FEET NORTH OF A FENCE CORNER, 1.4 FEET WEST OF A FENCE
 CS0379'ALONG THE EAST SIDE OF THE FARMYARD, 1.9 FEET NORTH OF A REFERENCE
 CS0379'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CS0379'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0630 ***********************************************************************
 CR0630  DESIGNATION -  R 998
 CR0630  PID         -  CR0630
 CR0630  STATE/COUNTY-  TX/HENDERSON
 CR0630  USGS QUAD   -  STOCKARD (1984)
 CR0630
 CR0630                         *CURRENT SURVEY CONTROL
 CR0630  ___________________________________________________________________
 CR0630* NAD 83(1986)-  32 17 01.     (N)    095 56 50.     (W)     SCALED    
 CR0630* NAVD 88     -       138.708  (meters)     455.08   (feet)  ADJUSTED  
 CR0630  ___________________________________________________________________
 CR0630  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CR0630  DYNAMIC HT  -         138.547 (meters)     454.55  (feet)  COMP
 CR0630  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 CR0630
 CR0630  VERT ORDER  -  SECOND    CLASS 0
 CR0630
 CR0630.The horizontal coordinates were scaled from a topographic map and have
 CR0630.an estimated accuracy of +/- 6 seconds.
 CR0630
 CR0630.The orthometric height was determined by differential leveling
 CR0630.and adjusted by the National Geodetic Survey in June 1991..
 CR0630
 CR0630.The geoid height was determined by GEOID03.
 CR0630
 CR0630.The dynamic height is computed by dividing the NAVD 88
 CR0630.geopotential number by the normal gravity value computed on the
 CR0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0630.degrees latitude (g = 980.6199 gals.).
 CR0630
 CR0630.The modeled gravity was interpolated from observed gravity values.
 CR0630
 CR0630;                    North         East    Units  Estimated Accuracy
 CR0630;SPC TXNC     - 2,071,340.      840,440.      MT  (+/- 180 meters Scaled)
 CR0630
 CR0630                          SUPERSEDED SURVEY CONTROL
 CR0630
 CR0630  NGVD 29 (??/??/92)  138.718  (m)          455.11   (f) ADJ UNCH    2 0
 CR0630
 CR0630.Superseded values are not recommended for survey control.
 CR0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0630.See file dsdata.txt to determine how the superseded data were derived.
 CR0630
 CR0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR224756(NAD 83)
 CR0630_MARKER: DB = BENCH MARK DISK
 CR0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0630_STAMPING: R 998 1948
 CR0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0630+STABILITY: SURFACE MOTION
 CR0630
 CR0630  HISTORY     - Date     Condition        Report By
 CR0630  HISTORY     - 1948     MONUMENTED       CGS
 CR0630
 CR0630                          STATION DESCRIPTION
 CR0630
 CR0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0630'5.05 MI SE FROM EUSTACE.
 CR0630'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0630'AT EUSTACE, THENCE 0.85 MILE NORTH ALONG AN ASPHALT ROAD, 0.95 MILE
 CR0630'NORTH OF BENCH MARK Q 998, AT A JUNCTION WITH A DIRT ROAD LEADING
 CR0630'WEST, 292.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 222.0
 CR0630'FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 30.1
 CR0630'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A VACANT FARMHOUSE, 11.8
 CR0630'FEET NORTH NORTHWEST OF A LONE 15-INCH PINE TREE, 4.5 FEET SOUTH OF AN
 CR0630'8-INCH CEDAR TREE, 1.3 FEET EAST OF A REFERENCE POST, AND SET IN THE
 CR0630'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0806 ***********************************************************************
 BY0806  DESIGNATION -  R 999
 BY0806  PID         -  BY0806
 BY0806  STATE/COUNTY-  TX/TRINITY
 BY0806  USGS QUAD   -  TREVAT (1980)
 BY0806
 BY0806                         *CURRENT SURVEY CONTROL
 BY0806  ___________________________________________________________________
 BY0806* NAD 83(1986)-  31 04 15.     (N)    094 54 25.     (W)     SCALED    
 BY0806* NAVD 88     -        90.88   (+/-2cm)     298.2    (feet)  VERTCON   
 BY0806  ___________________________________________________________________
 BY0806  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BY0806
 BY0806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0806
 BY0806.The horizontal coordinates were scaled from a topographic map and have
 BY0806.an estimated accuracy of +/- 6 seconds.
 BY0806
 BY0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0806.The vertical order pertains to the NGVD 29 superseded value.
 BY0806
 BY0806.The geoid height was determined by GEOID03.
 BY0806
 BY0806;                    North         East    Units  Estimated Accuracy
 BY0806;SPC TX C     - 3,168,290.    1,217,590.      MT  (+/- 180 meters Scaled)
 BY0806
 BY0806                          SUPERSEDED SURVEY CONTROL
 BY0806
 BY0806  NGVD 29 (??/??/92)   90.906  (m)          298.25   (f) ADJ UNCH    2 0
 BY0806
 BY0806.Superseded values are not recommended for survey control.
 BY0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0806.See file dsdata.txt to determine how the superseded data were derived.
 BY0806
 BY0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ180390(NAD 83)
 BY0806_MARKER: DB = BENCH MARK DISK
 BY0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0806_STAMPING: R 999 1948
 BY0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0806+STABILITY: SURFACE MOTION
 BY0806
 BY0806  HISTORY     - Date     Condition        Report By
 BY0806  HISTORY     - 1948     MONUMENTED       CGS
 BY0806
 BY0806                          STATION DESCRIPTION
 BY0806
 BY0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0806'11.7 MI NE FROM WOODLAKE.
 BY0806'3.6 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY0806'WOODLAKE, THENCE 8.1 MILES NORTHEAST ALONG A DIRT ROAD, ON TOP OF A
 BY0806'HILL, 75.9 FEET WEST OF AND ACROSS THE ROAD FROM A 12-INCH HICKORY
 BY0806'TREE WITH A TRIANGULAR BLAZE, 45.0 FEET WEST OF THE CENTER LINE OF THE
 BY0806'ROAD, 15.7 FEET NORTHEAST OF AN 8-INCH PINE TREE WITH A TRIANGULAR
 BY0806'BLAZE, 1.1 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 BY0806'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1542 ***********************************************************************
 AB1542  DESIGNATION -  R G SMITH GIN TANK
 AB1542  PID         -  AB1542
 AB1542  STATE/COUNTY-  TX/CAMERON
 AB1542  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB1542
 AB1542                         *CURRENT SURVEY CONTROL
 AB1542  ___________________________________________________________________
 AB1542* NAD 83(1993)-  26 12 57.12117(N)    097 26 46.88464(W)     ADJUSTED  
 AB1542* NAVD 88     -                                                        
 AB1542  ___________________________________________________________________
 AB1542  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 AB1542  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 AB1542
 AB1542  HORZ ORDER  -  THIRD
 AB1542
 AB1542.The horizontal coordinates were established by classical geodetic methods
 AB1542.and adjusted by the National Geodetic Survey in February 1996..
 AB1542
 AB1542
 AB1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1542
 AB1542.The geoid height was determined by GEOID03.
 AB1542
 AB1542;                    North         East     Units Scale Factor Converg.
 AB1542;SPC TX S     - 5,061,288.004   405,292.315   MT  0.99998797   +0 28 42.1
 AB1542;SPC TX S     -16,605,242.39  1,329,696.54   sFT  0.99998797   +0 28 42.1
 AB1542;UTM  14      - 2,900,519.866   655,211.393   MT  0.99989744   +0 41 11.3
 AB1542
 AB1542                          SUPERSEDED SURVEY CONTROL
 AB1542
 AB1542  NAD 83(1986)-  26 12 57.13383(N)    097 26 46.84352(W) AD(       ) 4
 AB1542  NAD 27      -  26 12 55.87200(N)    097 26 45.90800(W) AD(       ) 3
 AB1542
 AB1542.Superseded values are not recommended for survey control.
 AB1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1542.See file dsdata.txt to determine how the superseded data were derived.
 AB1542
 AB1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5521100520(NAD 83)
 AB1542_MARKER: 53 = ELEVATED TANK
 AB1542
 AB1542  HISTORY     - Date     Condition        Report By
 AB1542  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1542
 AB1542                          STATION DESCRIPTION
 AB1542
 AB1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1542'STATION IS LOCATED 9 MILES E OF RIO HONDO AND 7 MILES OF
 AB1542'ARROYO COLORADO.
 AB1542'
 AB1542'TO REACH FROM DEPOT AT RIO HONDO GO E ON STATE ROUTE 345
 AB1542'FOR 0.55 MILE TO FORK, TAKE RIGHT FORK FOR 0.05 MILE TO
 AB1542'T ROAD LEFT (FARM ROAD 106).  TURN LEFT ON ROAD 106 FOR
 AB1542'2.3 MILES TO WHERE 106 TURNS N.  CONTINUE STRAIGHT AHEAD
 AB1542'FOR 5.45 MILES TO R.G. SMITH GIN ON LEFT AND STATION SITE.
 AB1542'
 AB1542'STATION IS A CONCRETE TANK PAINTED WHITE ABOUT 30 FEET
 AB1542'HIGH.  IT IS 226 FEET NE OF THE LARGE TIN BUILDLING (MOST
 AB1542'NORTHERLY) AND 245 FEET N OF A ROW OF COTTAGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1567 ***********************************************************************
 AB1567  DESIGNATION -  R G SMITH RANCH TANK
 AB1567  PID         -  AB1567
 AB1567  STATE/COUNTY-  TX/CAMERON
 AB1567  USGS QUAD   -  LA LEONA (1982)
 AB1567
 AB1567                         *CURRENT SURVEY CONTROL
 AB1567  ___________________________________________________________________
 AB1567* NAD 83(1993)-  26 17 40.82528(N)    097 27 28.09386(W)     ADJUSTED  
 AB1567* NAVD 88     -                                                        
 AB1567  ___________________________________________________________________
 AB1567  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 AB1567  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 AB1567
 AB1567  HORZ ORDER  -  THIRD
 AB1567
 AB1567.The horizontal coordinates were established by classical geodetic methods
 AB1567.and adjusted by the National Geodetic Survey in February 1996..
 AB1567
 AB1567
 AB1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1567
 AB1567.The geoid height was determined by GEOID03.
 AB1567
 AB1567;                    North         East     Units Scale Factor Converg.
 AB1567;SPC TX S     - 5,070,009.168   404,076.321   MT  0.99997022   +0 28 23.4
 AB1567;SPC TX S     -16,633,855.08  1,325,707.06   sFT  0.99997022   +0 28 23.4
 AB1567;UTM  14      - 2,909,235.803   653,963.680   MT  0.99989268   +0 40 59.9
 AB1567
 AB1567                          SUPERSEDED SURVEY CONTROL
 AB1567
 AB1567  NAD 83(1986)-  26 17 40.83849(N)    097 27 28.05397(W) AD(       ) 4
 AB1567  NAD 27      -  26 17 39.57900(N)    097 27 27.11600(W) AD(       ) 3
 AB1567
 AB1567.Superseded values are not recommended for survey control.
 AB1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1567.See file dsdata.txt to determine how the superseded data were derived.
 AB1567
 AB1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5396409236(NAD 83)
 AB1567_MARKER: 53 = ELEVATED TANK
 AB1567
 AB1567  HISTORY     - Date     Condition        Report By
 AB1567  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1567
 AB1567                          STATION DESCRIPTION
 AB1567
 AB1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1567'STATION IS LOCATED 8.0 MILES E OF RIO HONDO AND 2.0 MILES
 AB1567'S OF ARROYO COLORADO.
 AB1567'
 AB1567'TO REACH FROM DEPOT IN RIO HONDO, GO E ON STATE HIGHWAY 345,
 AB1567'0.55 MILES TO FORK, TAKE RIGHT FORK AND GO 0.05 MILE TO
 AB1567'T ROAD LEFT (FARM ROAD 106), TURN LEFT ON ROAD 106 FOR 2.3
 AB1567'MILES TO WHERE ROAD 106 TURNS E, CONTINUE STRAIGHT AHEAD FOR
 AB1567'4.45 MILES TO CROSSROAD AND SIGN, R.G. SMITH RANCH 5 MILES.
 AB1567'TURN LEFT AND GO N 5.3 MILES TO R.G. CROSSROAD AND SIGN, R.G.
 AB1567'SMITH RANCH HOUSE ON LEFT AND STATION SITE.
 AB1567'
 AB1567'STATION IS A CONCRETE TANK PAINTED WHITE ABOUT 30 FT. HIGH.
 AB1567'IT IS 30 FT. N OF A SMALL WHITE HOUSE AND 40 FT. N OF
 AB1567'ANOTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0203 ***********************************************************************
 BQ0203  DESIGNATION -  R P 5
 BQ0203  PID         -  BQ0203
 BQ0203  STATE/COUNTY-  TX/PRESIDIO
 BQ0203  USGS QUAD   -  CANDELARIA (1979)
 BQ0203
 BQ0203                         *CURRENT SURVEY CONTROL
 BQ0203  ___________________________________________________________________
 BQ0203* NAD 83(1986)-  30 08 16.     (N)    104 40 55.     (W)     SCALED    
 BQ0203* NAVD 88     -       877.049  (meters)    2877.45   (feet)  POSTED    
 BQ0203  ___________________________________________________________________
 BQ0203  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BQ0203  DYNAMIC HT  -         875.640 (meters)    2872.83  (feet)  COMP
 BQ0203  MODELED GRAV-     979,008.2   (mgal)                       NAVD 88
 BQ0203
 BQ0203  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0203
 BQ0203.The horizontal coordinates were scaled from a topographic map and have
 BQ0203.an estimated accuracy of +/- 6 seconds.
 BQ0203
 BQ0203.The orthometric height was determined by differential leveling
 BQ0203.and adjusted by the National Geodetic Survey in 1992..
 BQ0203.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0203.rate of 1.1 thru 2.0 mm/km.
 BQ0203
 BQ0203.The geoid height was determined by GEOID03.
 BQ0203
 BQ0203.The dynamic height is computed by dividing the NAVD 88
 BQ0203.geopotential number by the normal gravity value computed on the
 BQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0203.degrees latitude (g = 980.6199 gals.).
 BQ0203
 BQ0203.The modeled gravity was interpolated from observed gravity values.
 BQ0203
 BQ0203;                    North         East    Units  Estimated Accuracy
 BQ0203;SPC TXSC     - 4,268,700.       52,770.      MT  (+/- 180 meters Scaled)
 BQ0203
 BQ0203                          SUPERSEDED SURVEY CONTROL
 BQ0203
 BQ0203  NGVD 29 (??/??/92)  876.577  (m)         2875.90   (f) ADJ UNCH    2 0
 BQ0203
 BQ0203.Superseded values are not recommended for survey control.
 BQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0203.See file dsdata.txt to determine how the superseded data were derived.
 BQ0203
 BQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP306340(NAD 83)
 BQ0203_MARKER: DB = BENCH MARK DISK
 BQ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0203+STABILITY: SURFACE MOTION
 BQ0203
 BQ0203  HISTORY     - Date     Condition        Report By
 BQ0203  HISTORY     - UNK      MONUMENTED       IBC
 BQ0203  HISTORY     - 1966     POOR             NGS
 BQ0203
 BQ0203                          STATION DESCRIPTION
 BQ0203
 BQ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0203'IN CANDELARIA.
 BQ0203'AT CANDELARIA, PRESIDIO COUNTY, ABOUT 500 FEET WEST OF THE WEST SIDE
 BQ0203'OF THE SCHOOL HOUSE, 60.1 FEET SOUTH OF THE SOUTH SIDE OF AN ADOBE
 BQ0203'HOUSE, 80.0 FEET NORTH OF THE NORTH SIDE OF A CHURCH, 23.0 FEET EAST
 BQ0203'OF THE CENTERLINE OF THE ROAD, PROJECTING ABOUT 10 INCHES ABOVE THE
 BQ0203'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1407 ***********************************************************************
 AJ1407  DESIGNATION -  R P NO 87S IBWC
 AJ1407  PID         -  AJ1407
 AJ1407  STATE/COUNTY-  TX/WEBB
 AJ1407  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1407
 AJ1407                         *CURRENT SURVEY CONTROL
 AJ1407  ___________________________________________________________________
 AJ1407* NAD 83(1993)-  27 16 49.61794(N)    099 26 03.07993(W)     ADJUSTED  
 AJ1407* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 AJ1407  ___________________________________________________________________
 AJ1407  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AJ1407  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AJ1407
 AJ1407  HORZ ORDER  -  THIRD
 AJ1407
 AJ1407.The horizontal coordinates were established by classical geodetic methods
 AJ1407.and adjusted by the National Geodetic Survey in February 1996..
 AJ1407
 AJ1407.The orthometric height was scaled from a topographic map.
 AJ1407
 AJ1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1407
 AJ1407.The geoid height was determined by GEOID03.
 AJ1407
 AJ1407;                    North         East     Units Scale Factor Converg.
 AJ1407;SPC TX S     - 5,179,136.471   207,517.796   MT  0.99990663   -0 25 26.9
 AJ1407;SPC TX S     -16,991,883.57    680,831.30   sFT  0.99990663   -0 25 26.9
 AJ1407;UTM  14      - 3,017,572.844   457,029.010   MT  0.99962279   -0 11 56.4
 AJ1407
 AJ1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1407!SPC TX S     -   0.99997876  x   0.99990663  =   0.99988539
 AJ1407!UTM  14      -   0.99997876  x   0.99962279  =   0.99960156
 AJ1407
 AJ1407:                Primary Azimuth Mark                     Grid Az
 AJ1407:SPC TX S     -  DAN                                      133 00 33.1
 AJ1407:UTM  14      -  DAN                                      132 47 02.6
 AJ1407
 AJ1407|---------------------------------------------------------------------|
 AJ1407| PID    Reference Object                     Distance      Geod. Az  |
 AJ1407|                                                           dddmmss.s |
 AJ1407| AJ1398 DAN                                 APPROX.15.8 KM 1323506.2 |
 AJ1407|---------------------------------------------------------------------|
 AJ1407
 AJ1407                          SUPERSEDED SURVEY CONTROL
 AJ1407
 AJ1407  NAD 83(1986)-  27 16 49.61222(N)    099 26 03.04974(W) AD(       ) 3
 AJ1407  NAD 27      -  27 16 48.52555(N)    099 26 01.90578(W) AD(       ) 3
 AJ1407
 AJ1407.Superseded values are not recommended for survey control.
 AJ1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1407.See file dsdata.txt to determine how the superseded data were derived.
 AJ1407
 AJ1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5702917573(NAD 83)
 AJ1407
 AJ1407  HISTORY     - Date     Condition        Report By
 AJ1407  HISTORY     - UNK      MONUMENTED
 AJ1407  HISTORY     - 1975     GOOD             USGS
 AJ1407
 AJ1407                          STATION DESCRIPTION
 AJ1407
 AJ1407'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ1407'RECOVERED BY USGS IN 1975 AND REDESCRIBED AS FOLLOWS THE STATION IS
 AJ1407'LOCATED ON A LOW ROCKY HILL, ABOUT 17 MI. AIR, SSE. OF LAREDO, TEXAS,
 AJ1407'ABOUT 0.6 MI. W. OF U.S. HIGHWAY 83, ABOUT 600 FT. N. OF COUNTY LINE,
 AJ1407'ON RANCH OWNED BY H.B. ZACHRY.
 AJ1407'
 AJ1407'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AJ1407'HIGHWAY 359 IN THE SE. EDGE OF LAREDO GO S. ON U.S. HIGHWAY 83 FOR
 AJ1407'14.5 MI. TO THE GATE ON THE RIGHT.
 AJ1407'TURN RIGHT OFF HIGHWAY, PASS THROUGH GATE AND TAKE RD. S. ALONG FENCE
 AJ1407'FOR 1.6 MI. TO FENCE CORNER, TURN RIGHT AND FOLLOW RD. SW. ALONG FENCE
 AJ1407'FOR 0.35 MI. TO RD. FORK.  TAKE RIGHT FORK FOR 0.1 MI. TO RD. FORK.
 AJ1407'TAKE LEFT FORK FOR 0.15 MI. TO RD. FORK.  TAKE LEFT FORK FOR 0.05 MI.
 AJ1407'TO TOP OF HILL.  STATION IS 40 FT. N. OF RD. AT THIS POINT.
 AJ1407'
 AJ1407'STATION MARK - A IBWC TABLET SET IN A CONCRETE POST INCASED BY A
 AJ1407'GALVANIZED PIPE THAT PROJECTS 0.6 FT., STAMPED ---RP NO. 87S---
 AJ1407'
 AJ1407'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0700 ***********************************************************************
 BY0700  DESIGNATION -  RA 17
 BY0700  PID         -  BY0700
 BY0700  STATE/COUNTY-  TX/ANGELINA
 BY0700  USGS QUAD   -  WELLS (1980)
 BY0700
 BY0700                         *CURRENT SURVEY CONTROL
 BY0700  ___________________________________________________________________
 BY0700* NAD 83(1986)-  31 23 24.     (N)    094 53 36.     (W)     SCALED    
 BY0700* NAVD 88     -        81.07   (+/-2cm)     266.0    (feet)  VERTCON   
 BY0700  ___________________________________________________________________
 BY0700  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY0700
 BY0700  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0700
 BY0700.The horizontal coordinates were scaled from a topographic map and have
 BY0700.an estimated accuracy of +/- 6 seconds.
 BY0700
 BY0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0700.The vertical order pertains to the NGVD 29 superseded value.
 BY0700
 BY0700.The geoid height was determined by GEOID03.
 BY0700
 BY0700;                    North         East    Units  Estimated Accuracy
 BY0700;SPC TX C     - 3,203,690.    1,217,160.      MT  (+/- 180 meters Scaled)
 BY0700
 BY0700                          SUPERSEDED SURVEY CONTROL
 BY0700
 BY0700  NGVD 29 (??/??/92)   81.122  (m)          266.15   (f) ADJ UNCH    2 0
 BY0700
 BY0700.Superseded values are not recommended for survey control.
 BY0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0700.See file dsdata.txt to determine how the superseded data were derived.
 BY0700
 BY0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ199743(NAD 83)
 BY0700_MARKER: DD = SURVEY DISK
 BY0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0700_STAMPING: R A 17
 BY0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0700+STABILITY: SURFACE MOTION
 BY0700
 BY0700  HISTORY     - Date     Condition        Report By
 BY0700  HISTORY     - UNK      MONUMENTED       DOD
 BY0700  HISTORY     - 1947     GOOD             NGS
 BY0700
 BY0700                          STATION DESCRIPTION
 BY0700
 BY0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY0700'11.1 MI NW FROM LUFKIN.
 BY0700'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0700'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE NORTHWEST 2.5
 BY0700'MILES ALONG U.S. HIGHWAY NO.69, THENCE NORTHWEST 8.2 MILES ALONG STATE
 BY0700'HIGHWAY NO.103, ABOUT 80 YARDS EAST OF A GRADED DIRT ROAD CURVING TO
 BY0700'THE SOUTHEAST, 95.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BY0700'FARMHOUSE, 48.0 FEET NORTHWEST OF A POWER POLE, 46.5 FEET SOUTH OF AND
 BY0700'ABOUT 4.0 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 12.0 FEET
 BY0700'NORTHWEST OF THE CENTER LINE OF A FARM DRIVE LEADING SOUTHWEST, SET IN
 BY0700'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.2 FOOT ABOVE THE
 BY0700'GROUND.  THIS BENCH MARK IS 0.5 MILE EAST ALONG STATE HIGHWAY NO.103
 BY0700'FROM T.B.M. RD 37 (U.S.E.D.) WHICH IS DESCRIBED FROM POLLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2582 ***********************************************************************
 AX2582  DESIGNATION -  RAAB
 AX2582  PID         -  AX2582
 AX2582  STATE/COUNTY-  TX/LAVACA
 AX2582  USGS QUAD   -  KOMENSKY (1981)
 AX2582
 AX2582                         *CURRENT SURVEY CONTROL
 AX2582  ___________________________________________________________________
 AX2582* NAD 83(1993)-  29 31 02.84034(N)    097 06 33.90249(W)     ADJUSTED  
 AX2582* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 AX2582  ___________________________________________________________________
 AX2582  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AX2582  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX2582
 AX2582  HORZ ORDER  -  FIRST
 AX2582
 AX2582.The horizontal coordinates were established by classical geodetic methods
 AX2582.and adjusted by the National Geodetic Survey in February 1996..
 AX2582
 AX2582.The orthometric height was scaled from a topographic map.
 AX2582
 AX2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2582
 AX2582.The geoid height was determined by GEOID03.
 AX2582
 AX2582;                    North         East     Units Scale Factor Converg.
 AX2582;SPC TXSC     - 4,188,126.738   783,259.208   MT  0.99986830   +0 55 34.4
 AX2582;SPC TXSC     -13,740,545.81  2,569,742.92   sFT  0.99986830   +0 55 34.4
 AX2582;UTM  14      - 3,266,807.273   683,235.247   MT  1.00001429   +0 55 54.2
 AX2582
 AX2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2582!SPC TXSC     -   0.99998194  x   0.99986830  =   0.99985024
 AX2582!UTM  14      -   0.99998194  x   1.00001429  =   0.99999622
 AX2582
 AX2582:                Primary Azimuth Mark                     Grid Az
 AX2582:SPC TXSC     -  RAAB AZ MK                               156 31 33.4
 AX2582:UTM  14      -  RAAB AZ MK                               156 31 13.6
 AX2582
 AX2582|---------------------------------------------------------------------|
 AX2582| PID    Reference Object                     Distance      Geod. Az  |
 AX2582|                                                           dddmmss.s |
 AX2582| CV6060 RAAB AZ MK                                         1572707.8 |
 AX2582| CV6066 RAAB AZ MK 2                                       1585948.4 |
 AX2582| CV6064 RAAB RM 4                            28.874 METERS 17833     |
 AX2582| CV6062 RAAB RM 2                            28.898 METERS 17834     |
 AX2582| AX2612 SHINER CATHOLIC CHURCH SPIRE        APPROX.11.8 KM 2073914.3 |
 AX2582| CV6065 RAAB RM 5                            13.017 METERS 26648     |
 AX2582| AX2583 MOULTON MUNICIPAL TANK              APPROX. 7.2 KM 3300157.0 |
 AX2582| CV6061 RAAB RM 1                            29.785 METERS 35809     |
 AX2582| CV6063 RAAB RM 3                            29.783 METERS 35812     |
 AX2582|---------------------------------------------------------------------|
 AX2582
 AX2582                          SUPERSEDED SURVEY CONTROL
 AX2582
 AX2582  NAD 83(1986)-  29 31 02.85244(N)    097 06 33.89429(W) AD(       ) 1
 AX2582  NAD 27      -  29 31 01.99400(N)    097 06 32.94500(W) AD(       ) 1
 AX2582
 AX2582.Superseded values are not recommended for survey control.
 AX2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2582.See file dsdata.txt to determine how the superseded data were derived.
 AX2582
 AX2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8323566807(NAD 83)
 AX2582_MARKER: DS = TRIANGULATION STATION DISK
 AX2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2582
 AX2582  HISTORY     - Date     Condition        Report By
 AX2582  HISTORY     - 1943     MONUMENTED       CGS
 AX2582  HISTORY     - 1963     GOOD             CGS
 AX2582  HISTORY     - 1969     POOR             CGS
 AX2582  HISTORY     - 1971     GOOD             NGS
 AX2582
 AX2582                          STATION DESCRIPTION
 AX2582
 AX2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2582'THE STATION IS LOCATED ABOUT 7.0 MILES NE OF SHINER, 11.0
 AX2582'MILES NW OF HALLETTSVILLE, AND 12.0 MILES S OF FLATONIA, ON
 AX2582'LAND OWNED AND OCCUPIED BY ANTON RAAB.  IT IS ABOUT 0.2
 AX2582'MILE S OF THE RAAB FARMHOUSE, 20 FEET E OF THE CENTER OF
 AX2582'THE DIRT ROAD, AND 1 FOOT E OF THE N-AND-S FENCE LINE.  THE
 AX2582'DISK IS STAMPED RAAB 1943, AND PROJECTS 3 INCHES.
 AX2582'
 AX2582'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2582'DISKS SET IN CONCRETE.
 AX2582'
 AX2582'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 15 FEET E OF
 AX2582'THE CENTER OF THE DIRT ROAD, AND 1 FOOT E OF THE N-AND-S
 AX2582'FENCE LINE.  THE DISK IS STAMPED RAAB NO. 1 1943, AND PROJECTS
 AX2582'3 INCHES.
 AX2582'
 AX2582'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 15 FEET E OF THE
 AX2582'CENTER OF THE DIRT ROAD, AND 1 FOOT E OF THE N-S FENCE LINE.
 AX2582'THE DISK IS STAMPED RAAB NO. 2 1943, AND PROJECTS 6 INCHES.
 AX2582'
 AX2582'THE AZIMUTH MARK IS ABOUT 0.5 MILE S OF THE STATION, 15
 AX2582'FEET NW OF THE CENTER OF THE DIRT ROAD, AND 100 FEET NE OF
 AX2582'THE T-INTERSECTION.  THE DISK IS STAMPED RAAB 1943, AND PROJECTS 3
 AX2582'INCHES.  TO REACH FROM THE STATION GO S ON GRAVEL ROAD FOR
 AX2582'0.75 MILE TO T-INTERSECTION.  TURN LEFT AND GO 0.35 MILE
 AX2582'TO A T-INTERSECTION, TURN LEFT AND GO N FOR 100 FEET TO THE
 AX2582'MARK ON THE LEFT.
 AX2582'
 AX2582'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 95
 AX2582'AND 200 AT THE TRAFFIC LIGHT IN SHINER.  GO N ON STATE ROUTE
 AX2582'95 FOR 5.95 MILES TO CROSSROADS, TURN RIGHT AND GO E ON DIRT
 AX2582'ROAD FOR 2.05 MILES TO A DIRT SIDE ROAD LEFT, TURN LEFT AND
 AX2582'GO N ON DIRT ROAD FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 AX2582'
 AX2582'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2582'
 AX2582'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX2582
 AX2582                          STATION RECOVERY (1963)
 AX2582
 AX2582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2582'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 AX2582'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2582'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2582
 AX2582                          STATION RECOVERY (1969)
 AX2582
 AX2582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (MP)
 AX2582'RAAB 1943-SEVERELY TILTED, NOW IN EDGE OF CULTIVATED FIELD.
 AX2582'RM-1 TILTED - RM-2 CONCRETE CORNERS CHIPPED - NO ATTEMPT
 AX2582'MADE TO LOCATE A-2 MARK
 AX2582
 AX2582                          STATION RECOVERY (1971)
 AX2582
 AX2582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AX2582'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 AX2582'AZIMUTH MARK WERE FOUND DISTURBED.  THEY HAD BEEN PUSHED OUT
 AX2582'OF POSITION EITHER BY FARM MACHINERY OR HIGHWAY EQUIPMENT.
 AX2582'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.
 AX2582'IT WAS LOWERED AT THIS TIME AND A NEW SURFACE STATION MARK
 AX2582'SET 15-INCHES BELOW GROUND LEVEL.  REFERENCE MARKS NO.S 3,
 AX2582'4, AND 5, AND A NEW AZIMUTH MARK WERE SET.
 AX2582'
 AX2582'A NEW DESCRIPTION FOLLOWS--
 AX2582'
 AX2582'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF SHINER,
 AX2582'AND 5 MILES SOUTHEAST OF MOULTON, ON HIGH GROUND ALONG THE
 AX2582'EAST SIDE OF A COUNTY ROAD, ON PROPERTY OWNED BY MR. LOUIS
 AX2582'M. FALTYSEK, WHOSE HOME IS 0.2 MILE NORTH OF THE STATION.
 AX2582'
 AX2582'THE STATION MARK IS A STANDARD DISK STAMPED RAAB 1943 1971,
 AX2582'SET IN AN IRREGULAR SHAPED MASS OF CONCRETE 15-INCHES BELOW
 AX2582'GROUND SURFACE.  IT IS 378 FEET NORTH AND ACROSS THE ROAD
 AX2582'FROM A SOUTHEAST FENCE CORNER AND TURN IN THE ROAD, 43 FEET
 AX2582'EAST OF THE WEST R.O.W. FENCE, AND 19 FEET EAST OF THE CENTER
 AX2582'OF THE COUNTY ROAD.
 AX2582'
 AX2582'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED RAAB 1943
 AX2582'NO 3 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX2582'3-INCHES.  IT IS 18 FEET EAST OF THE CENTER OF THE ROAD,
 AX2582'AND 1.9 FEET SOUTH OF A METAL WITNESS POST.
 AX2582'
 AX2582'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED RAAB 1943
 AX2582'NO 4 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX2582'2-INCHES.  IT IS 283 FEET NORTH OF AND ACROSS THE ROAD FROM
 AX2582'A SOUTHEAST FENCE CORNER AND TURN IN THE ROAD, 19 FEET EAST
 AX2582'OF THE CENTER OF THE ROAD, AND 1.9 FEET NORTH OF A METAL
 AX2582'WITNESS POST.
 AX2582'
 AX2582'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED RAAB 1943
 AX2582'NO 5 1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 AX2582'6-INCHES.  IT IS 374 FEET NORTH OF THE SOUTHEAST FENCE CORNER,
 AX2582'23 FEET WEST OF THE CENTER OF THE ROAD, 0.6 FOOT EAST OF THE
 AX2582'R.O.W. FENCE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
 AX2582'
 AX2582'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RAAB 1943 1971,
 AX2582'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT IS IN
 AX2582'THE SOUTHEAST CORNER OF A CROSSROADS 189 FEET SOUTHEAST OF
 AX2582'THE CENTER OF A LONG CURVE IN THE MAIN ROAD, 36 FEET SOUTHWEST
 AX2582'OF A POWER POLE, 20 FEET EAST OF CENTER OF A GRAVELED ROAD,
 AX2582'10 FEET SOUTH OF CENTER OF A DRIVEWAY, 1.0 FOOT NORTH OF A
 AX2582'FENCE POST, AND 1.0 FOOT EAST OF A METAL WITNESS POST.
 AX2582'
 AX2582'TO REACH THE STATION FROM THE INTERSECTION OF ALTERNATE
 AX2582'U.S. HIGHWAY 90, AND STATE HIGHWAY 95 IN SHINER, GO NORTH
 AX2582'ON HIGHWAY 95 FOR 6.1 MILES TO THE JUNCTION WITH FARM ROAD
 AX2582'340, TURN RIGHT AND GO EAST 2.1 MILES ON FARM ROAD 340 TO
 AX2582'A SIDE ROAD LEFT,* TURN LEFT AND FOLLOW THE GRAVELED ROAD
 AX2582'NORTH FOR 0.65 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AX2582'
 AX2582'*TO REACH THE AZIMUTH MARK CONTINUE EAST ON FARM ROAD 340
 AX2582'FOR 0.3 MILE TO WHERE THE PAVED ROAD BEARS LEFT INTO A CURVE,
 AX2582'AND A GRAVELED ROAD GOES STRAIGHT AHEAD, FOLLOW THE ROAD
 AX2582'STRAIGHT AHEAD FOR 0.05 MILE TO THE TOP OF THE HILL AND
 AX2582'CROSSROADS AND THE AZIMUTH MARK AS DESCRIBED.
 AX2582'
 AX2582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 AX2582'MILES NE OF SHINER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0706 ***********************************************************************
 BN0706  DESIGNATION -  RABB
 BN0706  PID         -  BN0706
 BN0706  STATE/COUNTY-  TX/LLANO
 BN0706  USGS QUAD   -  VALLEY SPRING (1979)
 BN0706
 BN0706                         *CURRENT SURVEY CONTROL
 BN0706  ___________________________________________________________________
 BN0706* NAD 83(1993)-  30 48 49.57315(N)    098 45 18.76729(W)     ADJUSTED  
 BN0706* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 BN0706  ___________________________________________________________________
 BN0706  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 BN0706  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 BN0706
 BN0706  HORZ ORDER  -  THIRD
 BN0706
 BN0706.The horizontal coordinates were established by classical geodetic methods
 BN0706.and adjusted by the National Geodetic Survey in February 1996..
 BN0706
 BN0706.The orthometric height was scaled from a topographic map.
 BN0706
 BN0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0706
 BN0706.The geoid height was determined by GEOID03.
 BN0706
 BN0706;                    North         East     Units Scale Factor Converg.
 BN0706;SPC TX C     - 3,128,233.118   850,987.190   MT  0.99988707   +0 48 46.2
 BN0706;SPC TX C     -10,263,211.49  2,791,947.14   sFT  0.99988707   +0 48 46.2
 BN0706;UTM  14      - 3,408,988.926   523,414.162   MT  0.99960676   +0 07 31.4
 BN0706
 BN0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0706!SPC TX C     -   0.99993941  x   0.99988707  =   0.99982649
 BN0706!UTM  14      -   0.99993941  x   0.99960676  =   0.99954620
 BN0706
 BN0706:                Primary Azimuth Mark                     Grid Az
 BN0706:SPC TX C     -  MAGILL                                   347 38 04.9
 BN0706:UTM  14      -  MAGILL                                   348 19 19.7
 BN0706
 BN0706|---------------------------------------------------------------------|
 BN0706| PID    Reference Object                     Distance      Geod. Az  |
 BN0706|                                                           dddmmss.s |
 BN0706| BN0702 MAGILL                              APPROX.10.4 KM 3482651.1 |
 BN0706|---------------------------------------------------------------------|
 BN0706
 BN0706                          SUPERSEDED SURVEY CONTROL
 BN0706
 BN0706  NAD 83(1986)-  30 48 49.58373(N)    098 45 18.75309(W) AD(       ) 3
 BN0706  NAD 27      -  30 48 48.94986(N)    098 45 17.61437(W) AD(       ) 3
 BN0706
 BN0706.Superseded values are not recommended for survey control.
 BN0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0706.See file dsdata.txt to determine how the superseded data were derived.
 BN0706
 BN0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV2341408989(NAD 83)
 BN0706
 BN0706  HISTORY     - Date     Condition        Report By
 BN0706  HISTORY     - UNK      MONUMENTED
 BN0706  HISTORY     - 1960     GOOD             USGS
 BN0706
 BN0706                          STATION DESCRIPTION
 BN0706
 BN0706'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BN0706'THE STATION IS LOCATED IN LLANO COUNTY, TEXAS, IN THE PROPERTY OF
 BN0706'MR. SAM RABB.  IT IS 6.0 MI. NW. (AIRLINE) OF THE TOWN OF LLANO,
 BN0706'TEXAS, 11.3 MI. SSW. OF CHEROKEE, TEXAS, 4.8 MI. SE. OF VALLEY
 BN0706'SPRINGS, TEXAS.  THE STATION IS ON THE HIGHEST POINT ON WOLF MOUNTAIN.
 BN0706'
 BN0706'THE STATION MAY BE REACHED FROM THE E. SIDE OF THE LLANO COUNTY
 BN0706'COURTHOUSE BY DRIVING N. ALONG STATE HIGHWAY 16 FOR 0.7 MI. TO THE
 BN0706'INTERSECTION OF STATE HIGHWAY 29 AND STATE HIGHWAY 16.  TURN LEFT AND
 BN0706'GO W. ALONG STATE HIGHWAY 29 FOR 2.8 MI. TO THE INTERSECTION OF STATE
 BN0706'HIGHWAY 29 AND STATE FARM ROAD 734, TURN RIGHT AND GO NW. ALONG FARM
 BN0706'ROAD 734 FOR 1.75 MI. TO THE INTERSECTION OF STATE FARM ROAD 734 AND A
 BN0706'T-RD. N. LEADING TO THE HOUSE OF MR. SAM RABB, TURN RIGHT AND GO N.
 BN0706'ALONG THIS PRIVATE RD. TO A GATE JUST W. OF MR. SAM RABBS HOUSE, GO
 BN0706'THROUGH GATE AND CONTINUE THROUGH CORRAL FOR 0.05 MI. TO A SECOND GATE
 BN0706'ON THE W. END OF CORRAL, CONTINUE THROUGH GATE AND TURN RIGHT AND GO
 BN0706'ALONG RD. IN A NORTHERLY DIRECTION FOR 0.6 MI. TO A RD. FORK, TAKE THE
 BN0706'RIGHT OF TWO RDS. AND CONTINUE ALONG THIS RD. IN A NORTHEASTERLY
 BN0706'DIRECTION FOR 1.4 MI. UNTIL A GROUP OF FEED TROUGHS ARE REACHED (THIS
 BN0706'GROUP OF FEED TROUGHS IS NEAR A WINDMILL), CONTINUE CROSS COUNTRY IN
 BN0706'A WESTERLY DIRECTION TOWARDS A SMALL RIDGE KNOWN LOCALLY AS WOLF
 BN0706'MOUNTAIN.  THE DISTANCE FROM THE FEEDING TROUGHS TO THE POINT WHERE
 BN0706'NO MORE TRAVELING BY VEHICLE IS POSSIBLE IS ABOUT 0.4 MI., THE REST
 BN0706'OF THE DISTANCE TO THE HIGHEST POINT ON WOLF MOUNTAIN AND THE STATION
 BN0706'IS AN EASY 10 MINUTE CLIMB.
 BN0706'
 BN0706'STATION MARK--STANDARD ALUMINUM TABLET STAMPED ---RABB 1955---, SET
 BN0706'ON TOP OF A SANDSTONE BOULDER.
 BN0706'
 BN0706'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1497 ***********************************************************************
 AH1497  DESIGNATION -  RABBIT 2 1912
 AH1497  PID         -  AH1497
 AH1497  STATE/COUNTY-  TX/KLEBERG
 AH1497  USGS QUAD   -  KLEBERG POINT (1975)
 AH1497
 AH1497                         *CURRENT SURVEY CONTROL
 AH1497  ___________________________________________________________________
 AH1497* NAD 83(1993)-  27 18 07.23164(N)    097 30 35.63244(W)     ADJUSTED  
 AH1497* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1497  ___________________________________________________________________
 AH1497  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AH1497  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AH1497
 AH1497  HORZ ORDER  -  THIRD
 AH1497
 AH1497.The horizontal coordinates were established by classical geodetic methods
 AH1497.and adjusted by the National Geodetic Survey in February 1996..
 AH1497
 AH1497.The orthometric height was scaled from a topographic map.
 AH1497
 AH1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1497
 AH1497.The geoid height was determined by GEOID03.
 AH1497
 AH1497;                    North         East     Units Scale Factor Converg.
 AH1497;SPC TX S     - 5,181,567.330   397,998.613   MT  0.99990853   +0 26 58.2
 AH1497;SPC TX S     -16,999,858.82  1,305,767.12   sFT  0.99990853   +0 26 58.2
 AH1497;UTM  14      - 3,020,765.828   647,453.460   MT  0.99986840   +0 41 01.0
 AH1497
 AH1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1497!SPC TX S     -   1.00000350  x   0.99990853  =   0.99991203
 AH1497!UTM  14      -   1.00000350  x   0.99986840  =   0.99987190
 AH1497
 AH1497:                Primary Azimuth Mark                     Grid Az
 AH1497:SPC TX S     -  KENEDY RANCH WATER TANK                  242 28 02.3
 AH1497:UTM  14      -  KENEDY RANCH WATER TANK                  242 13 59.5
 AH1497
 AH1497|---------------------------------------------------------------------|
 AH1497| PID    Reference Object                     Distance      Geod. Az  |
 AH1497|                                                           dddmmss.s |
 AH1497| AH1525 KENEDY RANCH WATER TANK             APPROX.20.6 KM 2425500.5 |
 AH1497| AH1500 BUENA VISTA HOTEL SOUTH CHIM        APPROX.15.6 KM 2643633.1 |
 AH1497| AH1496 AGUA                                APPROX. 6.2 KM 2964811.8 |
 AH1497|---------------------------------------------------------------------|
 AH1497
 AH1497                          SUPERSEDED SURVEY CONTROL
 AH1497
 AH1497  NAD 83(1986)-  27 18 07.24953(N)    097 30 35.60776(W) AD(       ) 3
 AH1497  NAD 27      -  27 18 06.10200(N)    097 30 34.63900(W) AD(       ) 3
 AH1497
 AH1497.Superseded values are not recommended for survey control.
 AH1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1497.See file dsdata.txt to determine how the superseded data were derived.
 AH1497
 AH1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4745320766(NAD 83)
 AH1497_MARKER: Z = SEE DESCRIPTION
 AH1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1497+STABILITY: SURFACE MOTION
 AH1497
 AH1497  HISTORY     - Date     Condition        Report By
 AH1497  HISTORY     - 1912     MONUMENTED       CGS
 AH1497  HISTORY     - 1939     GOOD             CGS
 AH1497  HISTORY     - 1949     GOOD             CGS
 AH1497  HISTORY     - 1968     GOOD             CGS
 AH1497
 AH1497                          STATION DESCRIPTION
 AH1497
 AH1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1497'ON THE PENINSULA BETWEEN BAFFINS BAY AND AGUA DULCE CREEK, JUST
 AH1497'N OF A CLUMP OF CACTUS, ON A SMALL GRASS-COVERED HILL, ABOUT 300
 AH1497'METERS (984 FEET) FROM THE N SHORE OF THE PENINSULA.  ABOUT 500
 AH1497'METERS (1,640 FEET) TO THE S IS A LARGER HILL WHICH IS THICKLY
 AH1497'WOODED.  ABOUT 700 METERS (2,297 FEET) SE OF THE HILL IS A RATHER
 AH1497'LARGE SALT WATER POND, WITH A HIGH SAND RIDGE BLOWN UP TO THE
 AH1497'N OF IT.
 AH1497'
 AH1497'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 AH1497'IN CONCRETE, EXCEPT THAT BOTH
 AH1497'THE UNDERGROUND AND THE SURFACE STATION MARKS HAVE BRASS WEDGES
 AH1497'WITH NOTCHES FOR CENTER MARKS INSTEAD OF NAILS.
 AH1497'STANDARD BRONZE DISK IN CONCRETE, DESCRIBES THE REFERENCE MARK,
 AH1497'WHICH IS 129.6 METERS (425.2 FEET) N 67 DEG 00 MIN W (MAGNETIC)
 AH1497'FROM THE STATION.
 AH1497
 AH1497                          STATION RECOVERY (1939)
 AH1497
 AH1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1497'ABOUT 19 MILES E OF RIVIERA, 16 MILES S OF LAURELES RANCH HOUSE,
 AH1497'ON A PENINSULA BETWEEN BAFFIN BAY AND ALAZAN BAY, ON THE LAURELES
 AH1497'SECTION OF THE KING RANCH.  IT IS ABOUT 2.5 MILES ENE OF THE
 AH1497'POINT OF THE PENINSULA, 1.75 MILES N OF BAFFIN BAY, 1.5 MILES WSW
 AH1497'OF EL TULE ARTESIAN WELL AND WATERING TANKS, 0.25 MILE N OF THE
 AH1497'E END OF PROMINENT MOTTE AND ABOUT 1,000 FEET S OF THE N SHORE
 AH1497'OF THE PENINSULA ABOUT 15 FEET N OF THE HIGHEST PART OF A LOW
 AH1497'KNOLL COVERED WITH CACTUS.
 AH1497'
 AH1497'STATION IS MARKED BY A COPPER WEDGE WITH A NOTCH IN TOP SET
 AH1497'IN A MASS OF CONCRETE ABOUT 18 INCHES IN DIAMETER.  TOP OF
 AH1497'CONCRETE ABOUT 18 INCHES IN DIAMETER.  TOP OF CONCRETE IS
 AH1497'INSCRIBED U.S.C. AND G.S. FEB. 29, 1912, AND PROJECTS ABOUT 3
 AH1497'INCHES ABOVE GROUND.
 AH1497'
 AH1497'ONE REFERENCE MARK, WAS RECOVERED ON THE NEXT KNOLL
 AH1497'WNW OF THE STATION.  IT IS 129.6 METERS (425.2 FEET) N 67 DEG
 AH1497'W (MAGNETIC).
 AH1497'
 AH1497'BOTH MARKS FOUND IN GOOD CONDITION.
 AH1497'
 AH1497'(STATION WAS NOT OCCUPIED AND OLD DISTANCES AND DIRECTION
 AH1497'TO REFERENCE MARK WERE NOT CHECKED).
 AH1497'
 AH1497'STATION IS IN KLEBERG COUNTY AND NOT NUECES COUNTY AS STATED IN
 AH1497'1912 DESCRIPTION.
 AH1497
 AH1497                          STATION RECOVERY (1949)
 AH1497
 AH1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1497'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK WAS NOT
 AH1497'RECOVERED.  THE 1939 RECOVERY NOTE IS ADEQUATE EXCEPT THAT STATION
 AH1497'IS 3 FEET E OF A 4- BY 4-INCH WHITE WOODEN WITNESS POST AND IS ON
 AH1497'THE MORE PROMINENT OF TWO SMALL MOUNDS.
 AH1497
 AH1497                          STATION RECOVERY (1968)
 AH1497
 AH1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1497'STATION MARK AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 AH1497'DESCRIPTION BY PLB IN 1939 IS ADEQUATE WITH THE FOLLOWING
 AH1497'ADDITIONS--STATION MARK IS 4 FEET SOUTH OF A 4X4 WITNESS
 AH1497'POST.  STATION IS MARKED BY A BRASS WEDGE, AND NOT A COPPER WEDGE.
 AH1497'AND REFERENCE MARK IS A STANDARD UNMARKED R.M. DISK THAT
 AH1497'PROTRUDES 0.2 FEET.  IT SHOULD BE NOTED THAT THE REFERENCE MARK
 AH1497'HAD BEEN REPORTED AS NOT RECOVERED IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2649 ***********************************************************************
 AX2649  DESIGNATION -  RACCOON BEND RADIO KKD 32 MAST
 AX2649  PID         -  AX2649
 AX2649  STATE/COUNTY-  TX/AUSTIN
 AX2649  USGS QUAD   -  BURLEIGH (1981)
 AX2649
 AX2649                         *CURRENT SURVEY CONTROL
 AX2649  ___________________________________________________________________
 AX2649* NAD 83(1993)-  29 59 55.30090(N)    096 07 49.04851(W)     ADJUSTED  
 AX2649* NAVD 88     -                                                        
 AX2649  ___________________________________________________________________
 AX2649  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AX2649  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2649
 AX2649  HORZ ORDER  -  THIRD
 AX2649
 AX2649.The horizontal coordinates were established by classical geodetic methods
 AX2649.and adjusted by the National Geodetic Survey in February 1996..
 AX2649
 AX2649
 AX2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2649
 AX2649.The geoid height was determined by GEOID03.
 AX2649
 AX2649;                    North         East     Units Scale Factor Converg.
 AX2649;SPC TXSC     - 4,243,381.066   876,844.027   MT  0.99993017   +1 24 21.3
 AX2649;SPC TXSC     -13,921,826.05  2,876,779.11   sFT  0.99993017   +1 24 21.3
 AX2649;SPC TX C     - 3,044,469.125 1,105,458.336   MT  1.00003358   +2 09 53.3
 AX2649;SPC TX C     - 9,988,395.79  3,626,824.56   sFT  1.00003358   +2 09 53.3
 AX2649;UTM  14      - 3,322,108.836   776,838.686   MT  1.00054567   +1 26 08.6
 AX2649
 AX2649                          SUPERSEDED SURVEY CONTROL
 AX2649
 AX2649  NAD 83(1986)-  29 59 55.31566(N)    096 07 49.03161(W) AD(       ) 4
 AX2649  NAD 27      -  29 59 54.48600(N)    096 07 48.09300(W) AD(       ) 3
 AX2649
 AX2649.Superseded values are not recommended for survey control.
 AX2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2649.See file dsdata.txt to determine how the superseded data were derived.
 AX2649
 AX2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7683922109(NAD 83)
 AX2649_MARKER: 42 = RADIO/TV MAST
 AX2649
 AX2649  HISTORY     - Date     Condition        Report By
 AX2649  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2649  HISTORY     - 19991023 GOOD             USPSQD
 AX2649
 AX2649                          STATION DESCRIPTION
 AX2649
 AX2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2649'THE STATION IS A 250 FOOT HIGH, METAL RADIO MAST BELONGING
 AX2649'TO THE HUMBLE OIL COMPANY AND LOCATED ABOUT 8 MILES NORTHEAST
 AX2649'OF BELLVILLE AND 8 MILES SOUTH OF HEMPSTEAD IN THE CENTER OF
 AX2649'THE RACCOON BEND OIL FIELD.
 AX2649
 AX2649                          STATION RECOVERY (1999)
 AX2649
 AX2649'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1418 ***********************************************************************
 AE1418  DESIGNATION -  RACHAL
 AE1418  PID         -  AE1418
 AE1418  STATE/COUNTY-  TX/BROOKS
 AE1418  USGS QUAD   -  ENCINO (1982)
 AE1418
 AE1418                         *CURRENT SURVEY CONTROL
 AE1418  ___________________________________________________________________
 AE1418* NAD 83(1993)-  26 53 21.95586(N)    098 08 06.11860(W)     ADJUSTED  
 AE1418* NAVD 88     -        36.66   (+/-2cm)     120.3    (feet)  VERTCON   
 AE1418  ___________________________________________________________________
 AE1418  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AE1418  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AE1418
 AE1418  HORZ ORDER  -  SECOND
 AE1418  VERT ORDER  -  THIRD ? (See Below)
 AE1418
 AE1418.The horizontal coordinates were established by classical geodetic methods
 AE1418.and adjusted by the National Geodetic Survey in February 1996..
 AE1418
 AE1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1418.The vertical order pertains to the NGVD 29 superseded value.
 AE1418
 AE1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1418
 AE1418.The geoid height was determined by GEOID03.
 AE1418
 AE1418;                    North         East     Units Scale Factor Converg.
 AE1418;SPC TX S     - 5,135,524.416   336,256.330   MT  0.99989668   +0 09 56.5
 AE1418;SPC TX S     -16,848,799.69  1,103,200.98   sFT  0.99989668   +0 09 56.5
 AE1418;UTM  14      - 2,974,482.213   585,903.584   MT  0.99969110   +0 23 28.4
 AE1418
 AE1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1418!SPC TX S     -   0.99999816  x   0.99989668  =   0.99989484
 AE1418!UTM  14      -   0.99999816  x   0.99969110  =   0.99968926
 AE1418
 AE1418:                Primary Azimuth Mark                     Grid Az
 AE1418:SPC TX S     -  ENCINO SW BELL TEL MICROWAVE             002 20 53.1
 AE1418:UTM  14      -  ENCINO SW BELL TEL MICROWAVE             002 07 21.2
 AE1418
 AE1418|---------------------------------------------------------------------|
 AE1418| PID    Reference Object                     Distance      Geod. Az  |
 AE1418|                                                           dddmmss.s |
 AE1418| AE1417 ENCINO SW BELL TEL MICROWAVE        APPROX. 3.4 KM 0023049.6 |
 AE1418| CV2844 RACHAL RM 1                          21.751 METERS 01500     |
 AE1418| CV2845 RACHAL RM 2                          21.825 METERS 09745     |
 AE1418| CV2843 RACHAL AZ MK                                       1612833.9 |
 AE1418| AE1414 ENCINO HUMBLE OIL CO WTR TANK       APPROX. 7.6 KM 3572732.9 |
 AE1418| AE1416 ENCINO HUMBLE OIL CO RAD MAST       APPROX. 7.6 KM 3590650.6 |
 AE1418|---------------------------------------------------------------------|
 AE1418
 AE1418                          SUPERSEDED SURVEY CONTROL
 AE1418
 AE1418  NAD 83(1986)-  26 53 21.96488(N)    098 08 06.08822(W) AD(       ) 2
 AE1418  NAD 27      -  26 53 20.77520(N)    098 08 05.07020(W) AD(       ) 2
 AE1418  NGVD 29 (07/19/86)   36.76   (m)          120.6    (f) LEVELING    3  
 AE1418
 AE1418.Superseded values are not recommended for survey control.
 AE1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1418.See file dsdata.txt to determine how the superseded data were derived.
 AE1418
 AE1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8590474482(NAD 83)
 AE1418_MARKER: DS = TRIANGULATION STATION DISK
 AE1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1418
 AE1418  HISTORY     - Date     Condition        Report By
 AE1418  HISTORY     - 1960     MONUMENTED       CGS
 AE1418  HISTORY     - 1979     GOOD             NGS
 AE1418
 AE1418                          STATION DESCRIPTION
 AE1418
 AE1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AE1418'THE STATION IS LOCATED IN THE SMALL VILLAGE OF RACHAL, 0.05
 AE1418'MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 AE1418'HIGHWAY 755, ON PROPERTY OWNED BY MR. NICOLAS CANTU.
 AE1418'
 AE1418'STATION MARKS ARE STANDARD DISKS STAMPED RACHAL 1960.  THE
 AE1418'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 AE1418'SURFACE OF THE GROUND.  IT IS 123 FEET EAST OF THE CENTER
 AE1418'LINE OF U.S. HIGHWAY 281, 73 FEET EAST OF A POWER POLE AT A
 AE1418'FENCE CORNER, 72 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL
 AE1418'FRAME HOUSE AND 11.2 FEET NORTHEAST OF A METAL WITNESS POST
 AE1418'IN A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 AE1418'OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1418'
 AE1418'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RACHAL NO 1
 AE1418'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 AE1418'OF THE GROUND.  IT IS 15 FEET WEST OF THE SOUTHEAST CORNER OF
 AE1418'THE FRAME HOUSE, 14 FEET EAST OF THE SOUTHWEST CORNER OF THE
 AE1418'HOUSE AND 4 FEET SOUTH OF THE SOUTH SIDE OF THE HOUSE.
 AE1418'
 AE1418'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RACHAL NO 2
 AE1418'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AE1418'IT IS 91 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE
 AE1418'AND 1 FOOT NORTH OF THE FENCE.
 AE1418'
 AE1418'AZIMUTH MARK IS A STANDARD DISK STAMPED RACHAL 1960, SET
 AE1418'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 104
 AE1418'FEET EAST OF A POWER POLE, 18 FEET SOUTH OF THE CENTER OF A
 AE1418'GRAVEL ROAD, 1.6 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 AE1418'NORTH OF A FENCE.
 AE1418'
 AE1418'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 AE1418'281 FOR 0.5 MILE TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT AND
 AE1418'GO EAST ON THE GRAVEL ROAD 0.25 MILE TO THE AZIMUTH MARK ON
 AE1418'THE RIGHT.
 AE1418'
 AE1418'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1418'
 AE1418'AN 8 OR 10 FOOT TARGET REGUIRED AT THE AZIMUTH MARK TO BE VISIBLE
 AE1418'FROM THE GROUND.
 AE1418'
 AE1418'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AE1418
 AE1418                          STATION RECOVERY (1979)
 AE1418
 AE1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLJ)
 AE1418'RACHAL 1960 RECOVERED GOOD.
 AE1418'
 AE1418'RM NO. 2 RECOVERED GOOD.
 AE1418'
 AE1418'AZ. MK. RECOVERED GOOD.
 AE1418'
 AE1418'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RACHAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0833 ***********************************************************************
 CV0833  DESIGNATION -  RACHEL
 CV0833  PID         -  CV0833
 CV0833  STATE/COUNTY-  TX/GAINES
 CV0833  USGS QUAD   -  DENVER CITY SE (1971)
 CV0833
 CV0833                         *CURRENT SURVEY CONTROL
 CV0833  ___________________________________________________________________
 CV0833* NAD 83(1993)-  32 45 33.11876(N)    102 50 31.62113(W)     ADJUSTED  
 CV0833* NAVD 88     -      1070.7    (meters)    3513.     (feet)  VERTCON   
 CV0833  ___________________________________________________________________
 CV0833  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CV0833  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 CV0833
 CV0833  HORZ ORDER  -  FIRST
 CV0833
 CV0833.The horizontal coordinates were established by classical geodetic methods
 CV0833.and adjusted by the National Geodetic Survey in February 1996..
 CV0833
 CV0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0833
 CV0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0833
 CV0833.The geoid height was determined by GEOID03.
 CV0833
 CV0833;                    North         East     Units Scale Factor Converg.
 CV0833;SPC TXNC     - 2,129,557.402   193,278.903   MT  0.99988557   -2 22 05.4
 CV0833;SPC TXNC     - 6,986,722.91    634,115.87   sFT  0.99988557   -2 22 05.4
 CV0833;UTM  13      - 3,626,652.708   702,146.194   MT  1.00010389   +1 10 05.0
 CV0833
 CV0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0833!SPC TXNC     -   0.99983537  x   0.99988557  =   0.99972096
 CV0833!UTM  13      -   0.99983537  x   1.00010389  =   0.99993925
 CV0833
 CV0833:                Primary Azimuth Mark                     Grid Az
 CV0833:SPC TXNC     -  RACHEL AZ MK                             169 41 44.2
 CV0833:UTM  13      -  RACHEL AZ MK                             166 09 33.8
 CV0833
 CV0833|---------------------------------------------------------------------|
 CV0833| PID    Reference Object                     Distance      Geod. Az  |
 CV0833|                                                           dddmmss.s |
 CV0833| CI0262 RACHEL AZ MK                                       1671938.8 |
 CV0833| CV0834 RACHEL RM 3                          14.167 METERS 17454     |
 CV0833| CI0264 RACHEL RM 1                          36.180 METERS 20801     |
 CV0833| CI0263 RACHEL AZ MK 2                                     2961638.6 |
 CV0833| CI0265 RACHEL RM 2                          38.606 METERS 30544     |
 CV0833| CI0266 RACHEL RM 4                          27.913 METERS 32726     |
 CV0833|---------------------------------------------------------------------|
 CV0833
 CV0833                          SUPERSEDED SURVEY CONTROL
 CV0833
 CV0833  NAD 83(1993)-  32 45 33.12055(N)    102 50 31.62011(W) AD(       ) 1
 CV0833  NAD 83(1986)-  32 45 33.12391(N)    102 50 31.61779(W) AD(       ) 1
 CV0833  NAD 27      -  32 45 32.74100(N)    102 50 29.89900(W) AD(       ) 1
 CV0833  NGVD 29 (07/19/86) 1070.4    (m)         3512.     (f) VERT ANG       
 CV0833
 CV0833.Superseded values are not recommended for survey control.
 CV0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0833.See file dsdata.txt to determine how the superseded data were derived.
 CV0833
 CV0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS0214626653(NAD 83)
 CV0833_MARKER: DS = TRIANGULATION STATION DISK
 CV0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0833
 CV0833  HISTORY     - Date     Condition        Report By
 CV0833  HISTORY     - 1935     MONUMENTED       CGS
 CV0833  HISTORY     - 1938     GOOD             CGS
 CV0833  HISTORY     - 1947     GOOD             PHILIP
 CV0833  HISTORY     - 1957     GOOD             ATRECO
 CV0833  HISTORY     - 1957     POOR             CGS
 CV0833  HISTORY     - 1959     GOOD             CGS
 CV0833  HISTORY     - 1968     GOOD             CGS
 CV0833  HISTORY     - 1969     GOOD             CGS
 CV0833  HISTORY     - 1973     GOOD             NGS
 CV0833  HISTORY     - 1975     GOOD             NGS
 CV0833  HISTORY     - 1978     GOOD             DMA
 CV0833
 CV0833                          STATION DESCRIPTION
 CV0833
 CV0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CV0833'ABOUT 12 MILES AIR LINE WEST-NORTHWEST OF SEMINOLE, IN SECTION
 CV0833'369, BLOCK G, ON THE HIGHEST GROUND IN A PASTURE, ABOUT 50
 CV0833'YARDS SOUTHWEST OF A DESERTED FARM HOUSE AND WINDMILL.  TO
 CV0833'REACH FROM SEMINOLE, GO NORTHWESTERLY 11.0 MILES ON TEXAS
 CV0833'STATE HIGHWAY 15, PASS THROUGH A GATE ON THE NORTH SIDE OF THE
 CV0833'ROAD, AND FOLLOW A SAND TRAIL NORTHWESTERLY 0.3 MILE TO A
 CV0833'DESERTED SHACK AND WINDMILL TOWER.  CONTINUE NORTHERLY ON ONLY
 CV0833'TRAIL 1.8 MILES, PASS THROUGH A WIRE GATE AND CONTINUE 0.3
 CV0833'MILE TO A DESERTED HOUSE, THENCE 50 YARDS SOUTHWEST TO
 CV0833'STATION.  THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH
 CV0833'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CV0833'REFERENCE MARK NO. 1 IS 118.70
 CV0833'FEET FROM STATION S 28 DEG 01 MIN W, AND NO. 2 IS
 CV0833'126.66 FEET FROM STATION N 54 DEG 16 MIN W.  THE
 CV0833'AZIMUTH MARK IS 0.4 MILE WEST OF THE GATE ENTERING PASTURE,
 CV0833'50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.8
 CV0833'MILES FROM STATION S 12 DEG 40 MIN E.
 CV0833
 CV0833                          STATION RECOVERY (1947)
 CV0833
 CV0833'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0833'STATION AND BOTH REFERENCE MARKS ARE IN PERFECT CONDITION AS
 CV0833'DESCRIBED.  STATION MARK IS STAMPED RACHEL 1935.  AZIMUTH
 CV0833'MARK NOT SEARCHED FOR.
 CV0833
 CV0833                          STATION RECOVERY (1957)
 CV0833
 CV0833'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1957 (JMM)
 CV0833'STATION FOUND IN GOOD CONDITION.  AZIMUTH MARK DESTROYED,
 CV0833'LAYING IN DITCH.
 CV0833
 CV0833                          STATION RECOVERY (1957)
 CV0833
 CV0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 CV0833'THE AZIMUTH MARK FOR THIS STATION WAS FOUND PULLED OUT OF
 CV0833'THE GROUND AND LYING ALONG THE EDGE OF THE HIGHWAY.  THE DISK
 CV0833'WAS SALVAGED.  A DESCRIPTION FOR THE STATION WAS NOT AT HAND
 CV0833'AND THE STATION WAS NOT RECOVERED.
 CV0833
 CV0833                          STATION RECOVERY (1959)
 CV0833
 CV0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 CV0833'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CV0833'IN GOOD CONDITION AS DESCRIBED.  THERE HAS BEEN INFORMATION
 CV0833'GIVEN ME BY A FARMER WHICH LEADS ME TO BELIEVE THE AZIMUTH
 CV0833'HAS BEEN DESTROYED.  APPROXIMATELY THREE YEARS AGO IT WAS
 CV0833'SIGHTED IN THE RIGHT OF WAY OF U.S. 180.  DIRECTIONS FOR
 CV0833'PROCEEDING TO STATION SITE ARE CORRECT.
 CV0833
 CV0833                          STATION RECOVERY (1968)
 CV0833
 CV0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0833'THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND TO BE
 CV0833'IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS LEANING, WAS HIT BY
 CV0833'FARM MACHINERY.  AZIMUTH MARK WAS REPORTED DESTROYED AND
 CV0833'DISK SALVAGED IN 1957.  STATION IS ABOUT 12 MILES WEST OF
 CV0833'SEMINOLE ON THE HIGHEST GROUND OF A SAND HILL IN THE LAWN AT
 CV0833'THE WEST SIDE OF A FARM HOUSE.  THERE ARE SEVERAL FARM BUILDINGS
 CV0833'AND GROUPS OF TREES ON THE HILL.  REFERENCE MARK ARE IN A
 CV0833'CULTIVATED AREA WEST OF THE HOUSE.  A REVISED ROUTE TO STATION
 CV0833'IS AS FOLLOWS--TO REACH STATION FROM THE COURT HOUSE IN
 CV0833'SEMINOLE, GO WEST ON U.S. HIGHWAYS 62-180 FOR 8.85 MILES TO
 CV0833'FARM ROAD 1757.  CONTINUE ON THE HIGHWAY 3.0 MILES TO A
 CV0833'CROSSROAD AT A FERTILIZER PLANT ON RIGHT.  TURN RIGHT,
 CV0833'NORTH, GO 2.45 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 CV0833'RIGHT, GO 0.25 MILE TO A PRIVATE DRIVEWAY ON THE RIGHT.
 CV0833'FOLLOW THE DRIVEWAY 0.15 MILE TO FARM HOUSE AND STATION.
 CV0833'
 CV0833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12
 CV0833'MILES WEST OF SEMINOLE, IN SECTION 369, BLOCK G.
 CV0833
 CV0833                          STATION RECOVERY (1969)
 CV0833
 CV0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0833'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CV0833'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 CV0833'BUT WERE FOUND TILTED OUT OF POSITION.  THE AZIMUTH MARK WAS
 CV0833'SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS FROM OLD TIES
 CV0833'SHOW THE MARK MUST BE DESTROYED.
 CV0833'
 CV0833'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH MARK
 CV0833'WERE SET.  POLARIS OBSERVATION WAS TAKEN TO OBTAIN AN AZIMUTH
 CV0833'TO THE AZIMUTH MARK.
 CV0833'
 CV0833'FOLLOWING IS A COMPLETE DESCRIPTION.
 CV0833'
 CV0833'TO REACH THE STATION FROM THE COURTHOUSE IN SEMINOLE, GO WEST
 CV0833'ON U.S. HIGHWAYS 62 AND 180 FOR 8.8 MILES TO THE JUNCTION
 CV0833'OF FARM ROAD 1757.  CONTINUE WEST ON HIGHWAY FOR 3.0 MILES TO
 CV0833'A FERTILIZER PLANT ON THE RIGHT.  TURN RIGHT AND GO NORTH
 CV0833'ON A SURFACED ROAD FOR 2.4 MILES TO A SIDE ROAD ON THE RIGHT
 CV0833'AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO EAST
 CV0833'ON A GRAVELED ROAD FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT.
 CV0833'TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.15 MILE TO A
 CV0833'HOUSE AND THE STATION IN THE LAWN AT THE WEST SIDE OF HOUSE.
 CV0833'
 CV0833'STATION MARK, A STANDARD DISK STAMPED RACHEL 1935, IS SET
 CV0833'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 CV0833'SURFACE OF THE GROUND.  IT IS 58.5 FEET NORTHEAST OF A TREE
 CV0833'AT THE NORTHWEST CORNER OF YARD, 43.5 FEET SOUTHEAST OF A TREE
 CV0833'AT THE SOUTHWEST CORNER OF THE YARD, 30 FEET SOUTHWEST OF THE
 CV0833'NORTHWEST CORNER OF THE HOUSE, 18 FEET NORTHWEST OF THE
 CV0833'SOUTHWEST CORNER OF PORCH, AND 14.5 FEET WEST OF THE WEST
 CV0833'SIDE OF THE HOUSE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 CV0833'
 CV0833'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RACHEL 1935
 CV0833'NO. 3 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CV0833'PROJECT 2 INCHES.  IT IS 35 FEET SOUTH-SOUTHWEST OF THE
 CV0833'SOUTHWEST CORNER OF THE PORCH AND 32.5 FEET EAST-SOUTHEAST
 CV0833'OF THE TREE AT THE SOUTHWEST CORNER OF THE YARD.
 CV0833'
 CV0833'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED RACHEL 1935
 CV0833'NO. 4 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CV0833'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 82.5 FEET
 CV0833'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND 14.5 FEET
 CV0833'SOUTHWEST OF THE CENTER OF A DRIVE.
 CV0833'
 CV0833'AZIMUTH MARK, A STANDARD DISK STAMPED RACHEL 1935 1969, IS
 CV0833'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 CV0833'IT IS 47.5 FEET WEST OF THE CENTER OF THE SURFACED ROAD, 1.5
 CV0833'FEET SOUTH OF A TELEPHONE POLE USED AS A BRACE POLE, AND 1
 CV0833'FOOT EAST OF A METAL WITNESS POST.
 CV0833'
 CV0833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12
 CV0833'MILES WNW OF SEMINOLE.
 CV0833
 CV0833                          STATION RECOVERY (1973)
 CV0833
 CV0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CV0833'THE STATION MARK, REFERENCE MARKS NO. 3 AND NO. 4, AND THE
 CV0833'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 CV0833'IN 1969.
 CV0833'
 CV0833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MILES
 CV0833'WNW OF SEMINOLE
 CV0833
 CV0833                          STATION RECOVERY (1975)
 CV0833
 CV0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0833'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK
 CV0833'WERE RECOVERED.  THE DIRECTIONS TO REFERENCE MARKS 3 AND 4
 CV0833'CHECKED THE 1969 DATA AS COMPARED TO THE AZIMUTH MARK.  NO
 CV0833'CHECK WAS POSSIBLE FOR THE DIRECTION TO THE AZIMUTH MARK.  A
 CV0833'DIFFERENCE OF 0.07 FEET OR 0.018 METERS LONGER IN THE DISTANCE
 CV0833'TO REFERENCE 4 WAS NOTED AND A DIFFERENCE OF 0.09 FEET OR
 CV0833'0.028 METERS LONGER IN THE DISTANCE BETWEEN REFERENCE MARK 3
 CV0833'AND 4 WAS NOTED.  A NEW DESCRIPTION FOLLOWS.
 CV0833'
 CV0833'THE STATION IS ABOUT 12 MILES EAST OF THE TEXAS-NEW MEXICO
 CV0833'STATE LINE, 12 MILES WEST-NORTHWEST OF SEMINOLE AND ON PROPERTY
 CV0833'OWNED BY WAYNE APPLE.
 CV0833'
 CV0833'TO REACH THE STATION FROM THE NEW MEXICO PORT OF ENTRY, GO
 CV0833'EAST ON U.S. HIGHWAYS 62 AND 180 FOR 1.75 MILES TO THE NEW
 CV0833'MEXICO-TEXAS STATE LINE.  CONTINUE EAST ON HIGHWAYS 62 AND 180
 CV0833'FOR 11.7 MILES TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTH
 CV0833'ON THE PAVED ROAD FOR 2.3 MILES TO A SIDE ROAD RIGHT AND THE
 CV0833'AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO EAST ON A GRAVELED
 CV0833'ROAD FOR 0.25 MILE TO A FARM DRIVEWAY ON THE RIGHT.  TURN
 CV0833'RIGHT AND GO SOUTH ON THE DRIVEWAY (GRADED ROAD) FOR 0.15
 CV0833'MILE TO AN OLD FARMHOUSE AND THE STATION.
 CV0833'
 CV0833'STATION MARK IS A STANDARD DISK, STAMPED RACHEL 1935, SET
 CV0833'IN THE TOP OF A SQUARE CONCRETE MONUMENT, THAT
 CV0833'IS FLUSH WITH THE GROUND.  IT IS 30.2 FEET SOUTHWEST OF THE
 CV0833'NORTHWEST CORNER OF THE FARMHOUSE.
 CV0833'
 CV0833'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED RACHEL NO 3
 CV0833'1935 1969, SET IN THE TOP OF A SQUARE CONCRETE
 CV0833'MONUMENT, THAT IS 5 INCHES BELOW THE GROUND SURFACE.  IT IS
 CV0833'34.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE
 CV0833'AND ABOUT THE SAME ELEVATION AS THE STATION.
 CV0833'
 CV0833'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED RACHEL NO 4 1935
 CV0833'1969, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT,
 CV0833'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 82.0 FEET
 CV0833'NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE AND ABOUT
 CV0833'2 FEET LOWER THAN THE STATION.
 CV0833'
 CV0833'AZIMUTH MARK IS A STANDARD DISK, STAMPED RACHEL 1935 1969,
 CV0833'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 CV0833'THAT IS FLUSH WITH THE GROUND.  IT IS 48.0 FEET EAST OF THE
 CV0833'CENTER OF A PAVED ROAD, 1.4 FEET SOUTH OF A TELEPHONE LINE
 CV0833'POLE AND 1.0 FOOT EAST OF A WITNESS POST.
 CV0833'
 CV0833'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CV0833'
 CV0833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 CV0833'WEST-NORTHWEST OF SEMINOLE
 CV0833
 CV0833                          STATION RECOVERY (1978)
 CV0833
 CV0833'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (CP)
 CV0833'RACHEL RECOVERED GOOD - ABOUT 5 CM BELOW GROUND.
 CV0833'
 CV0833'NO 4 RECOVERED FAIR. (PLOW HAS RWN OVER).
 CV0833'
 CV0833'AZIMUTH MARK RECOVERED GOOD.
 CV0833'
 CV0833'DISTANCE AND DIRECTION FROM NEAREST TOWN--NW OF SEMINOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0834 ***********************************************************************
 CV0834  DESIGNATION -  RACHEL RM 3
 CV0834  PID         -  CV0834
 CV0834  STATE/COUNTY-  TX/GAINES
 CV0834  USGS QUAD   -  DENVER CITY SE (1971)
 CV0834
 CV0834                         *CURRENT SURVEY CONTROL
 CV0834  ___________________________________________________________________
 CV0834* NAD 83(1993)-  32 45 32.66070(N)    102 50 31.57273(W)     ADJUSTED  
 CV0834* NAVD 88     -      1070.3    (meters)    3511.     (feet)  VERTCON   
 CV0834  ___________________________________________________________________
 CV0834  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CV0834  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 CV0834
 CV0834  HORZ ORDER  -  FIRST
 CV0834
 CV0834.The horizontal coordinates were established by classical geodetic methods
 CV0834.and adjusted by the National Geodetic Survey in February 1996..
 CV0834
 CV0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0834
 CV0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0834
 CV0834.The geoid height was determined by GEOID03.
 CV0834
 CV0834;                    North         East     Units Scale Factor Converg.
 CV0834;SPC TXNC     - 2,129,543.253   193,279.579   MT  0.99988558   -2 22 05.4
 CV0834;SPC TXNC     - 6,986,676.49    634,118.09   sFT  0.99988558   -2 22 05.4
 CV0834;UTM  13      - 3,626,638.624   702,147.741   MT  1.00010390   +1 10 05.0
 CV0834
 CV0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0834!SPC TXNC     -   0.99983544  x   0.99988558  =   0.99972103
 CV0834!UTM  13      -   0.99983544  x   1.00010390  =   0.99993932
 CV0834
 CV0834:                Primary Azimuth Mark                     Grid Az
 CV0834:SPC TXNC     -  SEMINOLE N MUNICIPAL TANK                103 59 55.9
 CV0834:UTM  13      -  SEMINOLE N MUNICIPAL TANK                100 27 45.5
 CV0834
 CV0834|---------------------------------------------------------------------|
 CV0834| PID    Reference Object                     Distance      Geod. Az  |
 CV0834|                                                           dddmmss.s |
 CV0834| CV0823 SEMINOLE N MUNICIPAL TANK           APPROX.18.4 KM 1013750.5 |
 CV0834| CV0820 SEMINOLE S MUNICIPAL TANK           APPROX.19.1 KM 1035713.9 |
 CV0834| CV0824 SEMINOLE 1975                       APPROX.18.4 KM 1043023.5 |
 CV0834| CV0822 SEMINOLE BELL TEL MICROWAVE         APPROX.18.9 KM 1043831.4 |
 CV0834| CV0841 BETTIE RESET                        APPROX.16.5 KM 2610053.0 |
 CV0834| CI0262 RACHEL AZ MK                                       2974451.9 |
 CV0834| CI0266 RACHEL RM 4                          41.014 METERS 33637     |
 CV0834| CV0833 RACHEL                               14.167 METERS 35454     |
 CV0834|---------------------------------------------------------------------|
 CV0834
 CV0834                          SUPERSEDED SURVEY CONTROL
 CV0834
 CV0834  NAD 83(1993)-  32 45 32.66249(N)    102 50 31.57171(W) AD(       ) 1
 CV0834  NAD 83(1986)-  32 45 32.66584(N)    102 50 31.56939(W) AD(       ) 1
 CV0834  NAD 27      -  32 45 32.28301(N)    102 50 29.85031(W) AD(       ) 1
 CV0834  NGVD 29 (07/19/86) 1070.0    (m)         3510.     (f) VERT ANG       
 CV0834
 CV0834.Superseded values are not recommended for survey control.
 CV0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0834.See file dsdata.txt to determine how the superseded data were derived.
 CV0834
 CV0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS0214826639(NAD 83)
 CV0834_MARKER: DR = REFERENCE MARK DISK
 CV0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0834+STABILITY: SURFACE MOTION
 CV0834
 CV0834  HISTORY     - Date     Condition        Report By
 CV0834  HISTORY     - 1975     MONUMENTED       NGS
 CV0834
 CV0834                          STATION DESCRIPTION
 CV0834
 CV0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0834'THE STATION IS ABOUT 12 MILES EAST OF THE TEXAS-NEW MEXICO STATE
 CV0834'LINE, 12 MILES WEST-NORTHWEST OF SEMINOLE AND ON PROPERTY OWNED BY
 CV0834'WAYNE APPLE.
 CV0834'
 CV0834'TO REACH THE STATION FROM THE NEW MEXICO PORT OF ENTRY, GO EAST ON
 CV0834'U.S. HIGHWAYS 62 AND 180 FOR 1.75 MILES TO THE NEW MEXICO-TEXAS
 CV0834'STATE LINE.  CONTINUE EAST ON HIGHWAYS 62 AND 180 FOR 11.7 MILES TO
 CV0834'A PAVED CROSSROAD.  TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR
 CV0834'2.3 MILES TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE
 CV0834'LEFT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.25 MILE
 CV0834'TO A FARM DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 CV0834'DRIVEWAY (GRADED ROAD) FOR 0.15 MILE TO AN OLD FARMHOUSE AND
 CV0834'THE STATION.
 CV0834'
 CV0834'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED RACHEL NO
 CV0834'3 1935 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CV0834'MONUMENT, THAT IS 5 INCHES BELOW THE GROUND SURFACE.  IT IS 34.8
 CV0834'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE.
 CV0834'
 CV0834'RACHEL 1935 1969 IS A STANDARD DISK, STAMPED RACHEL 1935, SET IN
 CV0834'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 CV0834'WITH THE GROUND.  IT IS 30.2 FEET SOUTHWEST OF THE NORTHWEST CORNER
 CV0834'OF THE FARMHOUSE.
 CV0834'
 CV0834'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED RACHEL NO 4 1935
 CV0834'1969, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 CV0834'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 82.0 FEET NORTHWEST OF
 CV0834'THE NORTHWEST CORNER OF THE FARMHOUSE AND ABOUT 2 FEET LOWER THAN
 CV0834'THE STATION.
 CV0834'
 CV0834'AZIMUTH MARK IS A STANDARD DISK, STAMPED RACHEL 1935 1969, SET IN
 CV0834'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 CV0834'WITH THE GROUND.  IT IS 48.0 FEET EAST OF THE CENTER OF A PAVED
 CV0834'ROAD, 1.4 FEET SOUTH OF A TELEPHONE LINE POLE AND 1.0 FOOT EAST OF
 CV0834'A WITNESS POST.
 CV0834'
 CV0834'HEIGHT OF LIGHT ABOVE STATION MARK 1.82 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2023 ***********************************************************************
 AY2023  DESIGNATION -  RACKLEY
 AY2023  PID         -  AY2023
 AY2023  STATE/COUNTY-  TX/MEDINA
 AY2023  USGS QUAD   -  BIRY (1964)
 AY2023
 AY2023                         *CURRENT SURVEY CONTROL
 AY2023  ___________________________________________________________________
 AY2023* NAD 83(1993)-  29 10 58.86222(N)    099 00 56.27395(W)     ADJUSTED  
 AY2023* NAVD 88     -       255.1    (meters)     837.     (feet)  VERTCON   
 AY2023  ___________________________________________________________________
 AY2023  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AY2023  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AY2023
 AY2023  HORZ ORDER  -  FIRST
 AY2023
 AY2023.The horizontal coordinates were established by classical geodetic methods
 AY2023.and adjusted by the National Geodetic Survey in February 1996..
 AY2023
 AY2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2023
 AY2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2023
 AY2023.The geoid height was determined by GEOID03.
 AY2023
 AY2023;                    North         East     Units Scale Factor Converg.
 AY2023;SPC TXSC     - 4,149,580.904   598,479.762   MT  0.99986673   -0 00 27.6
 AY2023;SPC TXSC     -13,614,083.35  1,963,512.35   sFT  0.99986673   -0 00 27.6
 AY2023;UTM  14      - 3,228,262.740   498,480.168   MT  0.99960003   -0 00 27.4
 AY2023
 AY2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2023!SPC TXSC     -   0.99996370  x   0.99986673  =   0.99983043
 AY2023!UTM  14      -   0.99996370  x   0.99960003  =   0.99956374
 AY2023
 AY2023:                Primary Azimuth Mark                     Grid Az
 AY2023:SPC TXSC     -  NATALIA WATER TANK                       087 00 12.0
 AY2023:UTM  14      -  NATALIA WATER TANK                       087 00 11.8
 AY2023
 AY2023|---------------------------------------------------------------------|
 AY2023| PID    Reference Object                     Distance      Geod. Az  |
 AY2023|                                                           dddmmss.s |
 AY2023| AY1941 NATALIA WATER TANK                  APPROX.15.6 KM 0865944.4 |
 AY2023| AY1942 DEVINE WATER TANK                   APPROX.12.0 KM 1130138.5 |
 AY2023| CV6068 RACKLEY RM 1                         33.001 METERS 23906     |
 AY2023| AY2020 HONDO MUNICIPAL TANK                APPROX.21.7 KM 3263104.2 |
 AY2023| AY2022 HONDO MEDINA CO CTHSE DOME          APPROX.22.2 KM 3264319.6 |
 AY2023| CV6069 RACKLEY RM 2                         30.038 METERS 33059     |
 AY2023| CV6067 RACKLEY AZ MK                                      3550507.0 |
 AY2023|---------------------------------------------------------------------|
 AY2023
 AY2023                          SUPERSEDED SURVEY CONTROL
 AY2023
 AY2023  NAD 83(1986)-  29 10 58.86441(N)    099 00 56.25574(W) AD(       ) 1
 AY2023  NAD 27      -  29 10 58.00500(N)    099 00 55.14100(W) AD(       ) 1
 AY2023  NGVD 29 (07/28/98)  255.0    (m)          837.     (f) VERT ANG       
 AY2023
 AY2023.Superseded values are not recommended for survey control.
 AY2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2023.See file dsdata.txt to determine how the superseded data were derived.
 AY2023
 AY2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9848028263(NAD 83)
 AY2023_MARKER: DS = TRIANGULATION STATION DISK
 AY2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2023_PROJECTION: FLUSH
 AY2023
 AY2023  HISTORY     - Date     Condition        Report By
 AY2023  HISTORY     - 1935     MONUMENTED       CGS
 AY2023  HISTORY     - 1937     GOOD             CGS
 AY2023  HISTORY     - 1953     GOOD             CGS
 AY2023  HISTORY     - 1986     GOOD             USPSQD
 AY2023  HISTORY     - 19970506 GOOD             USPSQD
 AY2023  HISTORY     - 20030110 MARK NOT FOUND   USPSQD
 AY2023  HISTORY     - 20030110 GOOD             USPSQD
 AY2023
 AY2023                          STATION DESCRIPTION
 AY2023
 AY2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2023'STATION IS ON THE LAND OF MR. W.H. RACKLEY, 13-1/2 MILES
 AY2023'SE OF HONDO, 2-1/2 MILES S OF BIRY, AND ABOUT 1/2 MILE SSE OF
 AY2023'THE HOME OF MR. BADER.  STATION IS ON THE TOP OF A VERY
 AY2023'FLAT TOP HILL AND 80 YARDS S OF THE DIVINE ROAD AT THE TOP OF
 AY2023'GRADE JUST E OF A 90 DEGREE TURN.
 AY2023'
 AY2023'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AY2023'BRONZE DISKS SET IN CONCRETE.
 AY2023'
 AY2023'REFERENCE MARK NO. 1 IS SW OF STATION.
 AY2023'
 AY2023'REFERENCE MARK NO. 2 IS NW OF STATION.
 AY2023'
 AY2023'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING NW TO NW CORNER
 AY2023'OF FIELD AND ROAD.  FOLLOW ROAD N 1.5 MILES TO FIRST GRADE.
 AY2023'MARK IS SET 50 FEET FROM CENTER LINE OF ROAD NEXT TO SE
 AY2023'FENCE CORNER.
 AY2023'
 AY2023'TO REACH STATION FROM THE POST OFFICE IN HONDO, GO E ON U.S.
 AY2023'HIGHWAY 90 FOR 9.45 MILES, TURN RIGHT (S) OFF U.S. HIGHWAY
 AY2023'90 AT JOHNS SERVICE STATION IN DUNLAY FOR 0.05 MILE, THEN RIGHT
 AY2023'AND ACROSS RAILROAD TRACKS FOR 0.1 MILE, THEN LEFT AFTER
 AY2023'CROSSING RAILROAD FOR 0.1 MILE, TAKE MAIN RIGHT FORK S FOR 6.55
 AY2023'MILES THEN TURN LEFT (S) FOR 3.25 MILES TO THE VILLAGE OF BIRY.
 AY2023'CONTINUE STRAIGHT S THRU BIRY FOR 2.65 MILES TO TOP OF GRADE
 AY2023'IN ROAD JUST PAST 90 DEGREE TURN TO E, STATION IS 80 YARDS
 AY2023'S OF ROAD.
 AY2023'
 AY2023'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 AY2023
 AY2023                          STATION RECOVERY (1937)
 AY2023
 AY2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JMJ)
 AY2023'STATION, REFERENCE MARKS AND AZIMUTH RECOVERED IN GOOD CONDITION
 AY2023'AND AS DESCRIBED.  AZIMUTH IS ON WEST SIDE OF ROAD.  DIRECTIONS
 AY2023'FOR LOCATING STATION ARE GOOD.
 AY2023
 AY2023                          STATION RECOVERY (1953)
 AY2023
 AY2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY2023'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED, NEW
 AY2023'NOTES TO REACH FOLLOW.
 AY2023'
 AY2023'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AY2023'HIGHWAY 173 IN DEVINE, GO NORTHWEST ON STATE HIGHWAY 173 FOR 4.7
 AY2023'MILES TO A CROSS ROAD.  TURN LEFT AND GO WEST ON A PAVED ROAD
 AY2023'FOR 1.75 MILES TO A SIDE ROAD LEFT AND THE END OF THE PAVEMENT.
 AY2023'CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR 1.05 MILES TO THE TOP
 AY2023'OF A RIDGE, (A POINT WHICH IS 0.1 MILE EAST OF A RIGHT ANGLE
 AY2023'TURN IN THE ROAD).  THE STATION IS ABOUT 80 YARDS SOUTH OF
 AY2023'THE CENTER OF THE ROAD AT THIS POINT AND NEAR THE HIGHEST PART
 AY2023'OF THE RIDGE.
 AY2023'
 AY2023'TO REACH THE AZIMUTH MARK CONTINUE STRAIGHT AHEAD FOR 0.1
 AY2023'MILE TO A RIGHT ANGLE TURN IN THE ROAD.  TURN RIGHT AND GO
 AY2023'NORTH FOR 1.4 MILES TO A SIDE ROAD LEFT AT THE SOUTH END
 AY2023'OF A CUT AND NEAR THE TOP OF A RIDGE.  THE AZIMUTH MARK IS 46
 AY2023'FEET WEST OF THE CENTER OF THE MAIN ROAD AND 27 FEET SOUTH
 AY2023'OF THE CENTER OF THE SIDE ROAD.
 AY2023
 AY2023                          STATION RECOVERY (1986)
 AY2023
 AY2023'RECOVERY NOTE BY US POWER SQUADRON 1986 (HLJ)
 AY2023'RECOVERED IN GOOD CONDITION.
 AY2023
 AY2023                          STATION RECOVERY (1997)
 AY2023
 AY2023'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2023'RECOVERED IN GOOD CONDITION.
 AY2023
 AY2023                          STATION RECOVERY (2003)
 AY2023
 AY2023'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2023'REF MK 2 GOOD, AZ MK NOT FOUND
 AY2023
 AY2023                          STATION RECOVERY (2003)
 AY2023
 AY2023'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2023'REF MK 2 GOOD, AZ MK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1141 ***********************************************************************
 AH1141  DESIGNATION -  RAD 1934
 AH1141  PID         -  AH1141
 AH1141  STATE/COUNTY-  TX/NUECES
 AH1141  USGS QUAD   -  PORT ARANSAS (1975)
 AH1141
 AH1141                         *CURRENT SURVEY CONTROL
 AH1141  ___________________________________________________________________
 AH1141* NAD 83(1993)-  27 49 24.34264(N)    097 03 48.30284(W)     ADJUSTED  
 AH1141* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AH1141  ___________________________________________________________________
 AH1141  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AH1141  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH1141
 AH1141  HORZ ORDER  -  THIRD
 AH1141
 AH1141.The horizontal coordinates were established by classical geodetic methods
 AH1141.and adjusted by the National Geodetic Survey in February 1996..
 AH1141
 AH1141.The orthometric height was scaled from a topographic map.
 AH1141
 AH1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1141
 AH1141.The geoid height was determined by GEOID03.
 AH1141
 AH1141;                    North         East     Units Scale Factor Converg.
 AH1141;SPC TX S     - 5,239,765.142   441,531.194   MT  0.99999751   +0 39 08.0
 AH1141;SPC TX S     -17,190,796.14  1,448,590.26   sFT  0.99999751   +0 39 08.0
 AH1141;SPC TXSC     - 4,000,482.130   790,826.383   MT  1.00020772   +0 56 55.5
 AH1141;SPC TXSC     -13,124,915.12  2,594,569.56   sFT  1.00020772   +0 56 55.5
 AH1141;UTM  14      - 3,079,147.818   690,739.794   MT  1.00004908   +0 54 15.0
 AH1141
 AH1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1141!SPC TX S     -   1.00000289  x   0.99999751  =   1.00000040
 AH1141!SPC TXSC     -   1.00000289  x   1.00020772  =   1.00021061
 AH1141!UTM  14      -   1.00000289  x   1.00004908  =   1.00005197
 AH1141
 AH1141:                Primary Azimuth Mark                     Grid Az
 AH1141:SPC TX S     -  ARANSAS PASS LIGHTHOUSE                  008 03 54.6
 AH1141:SPC TXSC     -  ARANSAS PASS LIGHTHOUSE                  007 46 07.1
 AH1141:UTM  14      -  ARANSAS PASS LIGHTHOUSE                  007 48 47.6
 AH1141
 AH1141|---------------------------------------------------------------------|
 AH1141| PID    Reference Object                     Distance      Geod. Az  |
 AH1141|                                                           dddmmss.s |
 AH1141| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX. 4.6 KM 0084302.6 |
 AH1141| AH1154 CORPUS CHRISTI R RNG LT             APPROX. 3.0 KM 0323245.9 |
 AH1141| AH1159 RD 01 1970                            9.845 METERS 29457     |
 AH1141|---------------------------------------------------------------------|
 AH1141
 AH1141                          SUPERSEDED SURVEY CONTROL
 AH1141
 AH1141  NAD 83(1986)-  27 49 24.34737(N)    097 03 48.28373(W) AD(       ) 3
 AH1141  NAD 27      -  27 49 23.25200(N)    097 03 47.32200(W) AD(       ) 3
 AH1141
 AH1141.Superseded values are not recommended for survey control.
 AH1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1141.See file dsdata.txt to determine how the superseded data were derived.
 AH1141
 AH1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9074079148(NAD 83)
 AH1141_MARKER: N = NAIL
 AH1141_SETTING: 0 = UNSPECIFIED SETTING
 AH1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1141
 AH1141  HISTORY     - Date     Condition        Report By
 AH1141  HISTORY     - 1934     MONUMENTED       CGS
 AH1141  HISTORY     - 1937     GOOD             TSI
 AH1141  HISTORY     - 1938     GOOD             CGS
 AH1141  HISTORY     - 1948     GOOD             CGS
 AH1141  HISTORY     - 1949     GOOD             CGS
 AH1141  HISTORY     - 1951     GOOD             ATRECO
 AH1141  HISTORY     - 1968     MARK NOT FOUND   CGS
 AH1141  HISTORY     - 1969     GOOD             CGS
 AH1141  HISTORY     - 1970     GOOD             NGS
 AH1141  HISTORY     - 1976     GOOD             LOCENG
 AH1141  HISTORY     - 1977     GOOD             NGS
 AH1141  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH1141
 AH1141                          STATION DESCRIPTION
 AH1141
 AH1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1141'STATION IS LOCATED ABOUT 1 MILE S OF PORT ARANSAS, ON MUSTANG
 AH1141'ISLAND.  IT IS ON THE MOST N SAND DUNE OF THE SECOND RANGE
 AH1141'OF DUNES EXTENDING ALONG THE GULF SHORE.  IT IS 200 METERS
 AH1141'S OF THE MOST S SHELL ROAD NEAR PORT ARANSAS LEADING TO
 AH1141'THE BEACH AND 3/8 MILE W OF HIGH-WATER LINE OF THE GULF.
 AH1141'
 AH1141'STATION IS MARKED BY A SMALL NAIL POINT DOWN AT THE CENTER
 AH1141'OF A 7/8-INCH IRON PIPE IN A 4-INCH CONCRETE-FILLED TILE.
 AH1141'
 AH1141'NO UNDERGROUND OR REFERENCE MARK WAS SET.
 AH1141'
 AH1141'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--PORT
 AH1141'ARANSAS COAST GUARD STATION, CUPOLA, 5 DEG.  PORT ARANSAS
 AH1141'MUNICIPAL TANK (240 METERS DISTANT), 55 DEG.  ARANSAS PASS
 AH1141'WAREHOUSE AND TERMINAL CO., TANK, 351-1/2 DEG.
 AH1141'
 AH1141'HEIGHT OF LIGHT - 4.6 M.
 AH1141
 AH1141                          STATION RECOVERY (1937)
 AH1141
 AH1141'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AH1141'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.  STATION
 AH1141'SITE IS MARKED BY FOUR 10-INCH CREOSOTE PILINGS AROUND STATION.
 AH1141'PILINGS EXTEND THREE FEET ABOVE SURFACE OF GROUND.
 AH1141
 AH1141                          STATION RECOVERY (1938)
 AH1141
 AH1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1141'STATION MARK WAS RECOVERED IN GOOD CONDITION.  STATION IS
 AH1141'300 METERS FROM THE GULF HIGH-WATER LINE.  SHELL ROAD MENTIONED
 AH1141'IN 1934 DESCRIPTION LEADS TO S FISHING PIER ON BEACH.
 AH1141
 AH1141                          STATION RECOVERY (1948)
 AH1141
 AH1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1141'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH1141
 AH1141                          STATION RECOVERY (1949)
 AH1141
 AH1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1141'STATION RECOVERED.  IT IS LOCATED ON MUSTANG ISLAND TO THE S OF
 AH1141'THE TOWN OF PORT ARANSAS, ABOUT 1,300 FEET W OF THE GULF
 AH1141'SHORE, 650 FEET S OF THE ROAD LEADING TO THE BEACH AND THE
 AH1141'SOUTH PIER, 400 FEET E OF A N-S SHELL ROAD, AND 148.0 FEET
 AH1141'S OF THE SE CORNER OF A HOUSE.  IT IS ON TOP OF A SAND DUNE
 AH1141'WITH FOUR CREOSOTE PILING AROUND STATION PROJECTING ABOUT
 AH1141'2 FEET ABOVE GROUND.  MARK IS A 7/8-INCH IRON PIPE SET IN
 AH1141'A 4-INCH CONCRETE-FILLED TILE PIPE SET FLUSH WITH THE GROUND.
 AH1141
 AH1141                          STATION RECOVERY (1951)
 AH1141
 AH1141'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1951
 AH1141'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE TOP OF THE
 AH1141'TILE IS NOW APPROXIMATELY 8 INCHES UNDER GROUND LEVEL.  THERE
 AH1141'ARE NOW 4 CREOSOTED PILES ABOUT 6 FEET FROM THE STATION
 AH1141'IN THE FORM OF A ROUGH SQUARE AROUND THE MARK AND LEANING
 AH1141'SLIGHTLY TOWARD THE MARK.
 AH1141'
 AH1141'STATION IS 1 MILE S OF PORT ARANSAS.
 AH1141
 AH1141                          STATION RECOVERY (1968)
 AH1141
 AH1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1141'STATION NOT RECOVERED.  MARK POSSIBLY EXISTS.  HOWEVER, A
 AH1141'HOUSE HAS BEEN BUILT ON THE DUNE AND A LAWN ESTABLISHED.
 AH1141'THREE OF FOUR REPORTED CREOSOTED PILING EXIST ABOUT 11 FEET
 AH1141'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 AH1141'
 AH1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AH1141'SOUTH OF PORT ARANSAS.
 AH1141
 AH1141                          STATION RECOVERY (1969)
 AH1141
 AH1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1141'STATION MARK WAS RECOVERED IN GOOD CONDITION.  DUE TO NEW
 AH1141'ROADS AND HOUSES THAT HAVE BEEN BUILT IN THE AREA.  A COMPLETE
 AH1141'NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ON MUSTANG ISLAND,
 AH1141'AT THE TOWN OF PORT ARANSAS, ABOUT 1/4 MILE WEST OF THE GULF
 AH1141'SHORE, ON A SAND DUNE THAT HAS A HOUSE ERECTED ON IT.  THE
 AH1141'STATION MARK IS IN THE LAWN ABOUT 24 INCHES BELOW SURFACE OF
 AH1141'GROUND.  IT IS 11.4 FEET NORTHEAST OF THE NORTHEAST CORNER
 AH1141'OF HOUSE, 5.0 FEET WEST OF A CREOSOTE PILING, 5.0 FEET WEST
 AH1141'OF A CREOSOTE PILING AND 4.8 FEET SOUTH OF A CREOSOTE PILING.
 AH1141'MARKED BY A 7/8-INCH IRON PIPE SET IN A CONCRETE FILLED
 AH1141'TILE.
 AH1141'
 AH1141'TO REACH THE STATION FROM THE POST OFFICE IN PORT ARANSAS,
 AH1141'GO SOUTH ON A BLACK-TOP ROAD FOR 0.7 MILE TO A CROSS ROAD
 AH1141'AND STOP LIGHT.  TURN LEFT, GO 0.3 MILE TO A SIDE ROAD ON
 AH1141'RIGHT.  TURN RIGHT, GO 0.1 MILE TO A DRIVEWAY ON LEFT.  TURN
 AH1141'LEFT, GO 0.05 MILE TO END OF DRIVEWAY AND STATION ON THE
 AH1141'RIGHT.
 AH1141'
 AH1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PORT
 AH1141'ARANSAS.
 AH1141
 AH1141                          STATION RECOVERY (1970)
 AH1141
 AH1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1141'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  DUE TO
 AH1141'THE NAMING OF STREET AND RELOCATION OF THE POST OFFICE A
 AH1141'NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ON MUSTANG
 AH1141'ISLAND, AT THE TOWN OF PORT ARANSAS, ABOUT 1/4 MILE NORTHWEST
 AH1141'OF THE GULF SHORE, NEAR THE TOP OF A SAND DUNE, 11.4 FEET
 AH1141'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 5.0 FEET
 AH1141'WEST OF A CREOSOTE PILING, 5.0 FEET EAST OF A CREOSOTE PILING,
 AH1141'AND 4.8 FEET SOUTH OF A CREOSOTE PILING.  THE STATION IS
 AH1141'MARKED BY A 7/8 IRON PIPE SET IN A CONCRETE FILLED TILE AND
 AH1141'IS ABOUT 24 INCHES BELOW THE SURFACE OF THE LAWN.
 AH1141'
 AH1141'TO REACH THE STATION FROM THE POST OFFICE IN PORT ARANSAS,
 AH1141'GO SOUTHWEST ON SOUTH ALISTER STREET FOR 0.15 MILE TO EAST
 AH1141'AVENUE G, TURN LEFT AND GO SOUTHEAST ON EAST AVENUE G FOR
 AH1141'0.3 MILE TO SOUTH ELEVENTH STREET, TURN RIGHT AND GO SOUTHWEST
 AH1141'ON SOUTH ELEVENTH STREET FOR 0.1 MILE TO EAST LIGHT LANE,
 AH1141'TURN LEFT AND GO SOUTHEAST ON EAST LIGHT LANE AND SOUTH ON
 AH1141'A DRIVEWAY FOR A TOTAL OF 0.05 MILE TO THE STATION ON THE
 AH1141'RIGHT.
 AH1141'
 AH1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AH1141'FROM CENTER OF PORT ARANSAS
 AH1141
 AH1141                          STATION RECOVERY (1976)
 AH1141
 AH1141'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (VEM)
 AH1141'STATION MARK WAS RECOVERED IN GOOD CONDITION, TO REACH IS GOOD.  NEW
 AH1141'TIES AS FOLLOWS--5.3 FT SOUTH OF CREOSOTE PILING AND 5.3 FT. S.W.
 AH1141'OF CREOSOTE PILING.  IT IS 11.4 FEET N.E. OF ORIGINAL N.E. CORNER
 AH1141'OF THE SLAB OF A HOUSE, THRU THE CENTER OF A 7/8 INCHES I.P., A 5/8
 AH1141'INCHES I.R. HAS BEEN DRIVEN TO NATURAL GROUND LEVEL.
 AH1141
 AH1141                          STATION RECOVERY (1977)
 AH1141
 AH1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1141'STATION MARK WAS RECOVERED AS DESCRIBED IN THE 1969 RECOVERY NOTE.
 AH1141'DUE TO ROAD CHANGES A NEW TO REACH FOLLOWS.
 AH1141'
 AH1141'TO REACH FROM THE POST OFFICE IN PORT ARANSAS, GO S FOR 0.15 MILE
 AH1141'TO A STOP LIGHT AND CROSS STREET.  TURN LEFT ON N ALISTER AND GO FOR
 AH1141'0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO FOR 0.1 MILE TO A
 AH1141'SIDE ROAD LEFT.  TURN LEFT AND GO ABOUT 0.05 MILE TO STATION AS
 AH1141'DESCRIBED IN THE 1969 RECOVERY NOTE.
 AH1141'
 AH1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SE PART
 AH1141'OF PORT ARANSAS.
 AH1141
 AH1141                          STATION RECOVERY (1997)
 AH1141
 AH1141'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1245 ***********************************************************************
 DN1245  DESIGNATION -  RADAR
 DN1245  PID         -  DN1245
 DN1245  STATE/COUNTY-  TX/GRAYSON
 DN1245  USGS QUAD   -  SHERMAN NW (1974)
 DN1245
 DN1245                         *CURRENT SURVEY CONTROL
 DN1245  ___________________________________________________________________
 DN1245* NAD 83(1993)-  33 42 19.54665(N)    096 38 52.29200(W)     ADJUSTED  
 DN1245* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 DN1245  ___________________________________________________________________
 DN1245  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DN1245  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DN1245
 DN1245  HORZ ORDER  -  SECOND
 DN1245
 DN1245.The horizontal coordinates were established by classical geodetic methods
 DN1245.and adjusted by the National Geodetic Survey in February 1996..
 DN1245
 DN1245.The orthometric height was scaled from a topographic map.
 DN1245
 DN1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1245
 DN1245.The geoid height was determined by GEOID03.
 DN1245
 DN1245;                    North         East     Units Scale Factor Converg.
 DN1245;SPC TXNC     - 2,227,597.655   771,678.420   MT  0.99993758   +1 00 36.5
 DN1245;SPC TXNC     - 7,308,376.64  2,531,748.28   sFT  0.99993758   +1 00 36.5
 DN1245;UTM  14      - 3,731,979.192   717,985.747   MT  1.00018584   +1 18 20.8
 DN1245
 DN1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1245!SPC TXNC     -   0.99996155  x   0.99993758  =   0.99989913
 DN1245!UTM  14      -   0.99996155  x   1.00018584  =   1.00014738
 DN1245
 DN1245|---------------------------------------------------------------------|
 DN1245| PID    Reference Object                     Distance      Geod. Az  |
 DN1245|                                                           dddmmss.s |
 DN1245| CY2938 RADAR RM 1                           38.874 METERS 02557     |
 DN1245| DN1247 NEAR RADAR                           23.327 METERS 09535     |
 DN1245| CY2937 RADAR AZ MK                                        0965718.7 |
 DN1245| DN1244 AIRPORT BEACON PERRIN AFB           APPROX. 1.6 KM 2863334.8 |
 DN1245| DN1242 PERRIN AFB CONTROL TOWER            APPROX. 1.9 KM 2944042.6 |
 DN1245| DN1243 PERRIN AFB WEATHER RADAR DOME       APPROX. 1.9 KM 2960000.4 |
 DN1245|---------------------------------------------------------------------|
 DN1245
 DN1245                          SUPERSEDED SURVEY CONTROL
 DN1245
 DN1245  NAD 83(1993)-  33 42 19.54769(N)    096 38 52.29050(W) AD(       ) 2
 DN1245  NAD 83(1986)-  33 42 19.55247(N)    096 38 52.28311(W) AD(       ) 2
 DN1245  NAD 27      -  33 42 19.17270(N)    096 38 51.30150(W) AD(       ) 2
 DN1245
 DN1245.Superseded values are not recommended for survey control.
 DN1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1245.See file dsdata.txt to determine how the superseded data were derived.
 DN1245
 DN1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1798631979(NAD 83)
 DN1245_MARKER: DS = TRIANGULATION STATION DISK
 DN1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1245
 DN1245  HISTORY     - Date     Condition        Report By
 DN1245  HISTORY     - 1955     MONUMENTED       CGS
 DN1245  HISTORY     - 1957     GOOD             CGS
 DN1245  HISTORY     - 1957     GOOD             CGS
 DN1245  HISTORY     - 1963     GOOD             CGS
 DN1245  HISTORY     - 1965     GOOD             CGS
 DN1245  HISTORY     - 1966     GOOD             CGS
 DN1245
 DN1245                          STATION DESCRIPTION
 DN1245
 DN1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1245'THE STATION IS LOCATED ON THE TOP OF A HILL ABOUT 1-1/2 MILES
 DN1245'AIRLINE SOUTHEAST OF THE PERRIN AIR FORCE BASE, 6 MILES AIRLINE
 DN1245'WEST-SOUTHWEST OF DENISON, AND 5 MILES AIRLINE NORTHWEST OF
 DN1245'SHERMAN.
 DN1245'
 DN1245'TO REACH THE STATION FROM THE POST OFFICE IN DENISON GO 1
 DN1245'BLOCK SOUTH ON RUSK AVENUE TO AN INTERSECTION.  TURN RIGHT
 DN1245'ONTO U.S. HIGHWAY 75 AND GO WEST 0.4 MILE TO AN INTERSECTION.
 DN1245'TURN LEFT ON U.S. HIGHWAY 75 AND GO SOUTH 4.1 MILES TO A SIDE
 DN1245'ROAD ON THE RIGHT.  TURN RIGHT ONTO FARM ROAD 691 AND GO WEST 3.1
 DN1245'MILES TO A CROSS ROAD.  KEEP STRAIGHT AHEAD AND GO WEST 0.7 MILE
 DN1245'TO A FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT.  KEEP
 DN1245'STRAIGHT AHEAD AND GO WEST 0.9 MILE TO A CROSS ROAD.  TURN LEFT
 DN1245'AND GO SOUTH 0.3 MILE TO A FARM ROAD ON THE LEFT.  TURN LEFT, PASS
 DN1245'THROUGH A GATE, AND GO EAST ABOUT 50 YARDS TO A POWERLINE
 DN1245'POLE AND THE STATION NEAR THE HIGHEST POINT OF THE HILL.
 DN1245'
 DN1245'THE STATION MARK IS A STANDARD DISK STAMPED RADAR 1955 SET IN
 DN1245'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 DN1245'INCHES ABOVE THE GROUND.  IT IS 44 FEET EAST-SOUTHEAST OF
 DN1245'A POWERLINE POLE, AND 8 FEET EAST OF A WITNESS POST.
 DN1245'
 DN1245'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED RADAR NO
 DN1245'1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 DN1245'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 18 INCHES WEST OF
 DN1245'THE SOUTHWEST CORNER OF A BARN AND 2 FEET LOWER THAN THE
 DN1245'STATION.
 DN1245'
 DN1245'REFERENCE MARK NUMBER 2 IS A U.S. ARMY ENGINEERS DISK UNSTAMPED
 DN1245'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1245'4 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST OF A FENCE LINE
 DN1245'AND 1 FOOT LOWER THAN THE STATION.
 DN1245'
 DN1245'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF FARM ROAD
 DN1245'691 AND IS A STANDARD DISK STAMPED RADAR 1955 SET IN THE TOP
 DN1245'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 DN1245'ABOVE THE GROUND.  IT IS 49 FEET SOUTH OF THE CENTERLINE OF
 DN1245'THE ROAD AND 1 FOOT NORTH OF A FENCE CORNER.
 DN1245
 DN1245                          STATION RECOVERY (1957)
 DN1245
 DN1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1245'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DN1245'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DN1245'
 DN1245'THE ORIGINAL DESCRIPTION WAS FOUND CORRECT AND ADEQUATE.
 DN1245
 DN1245                          STATION RECOVERY (1957)
 DN1245
 DN1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1245'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 DN1245'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1245'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1245
 DN1245                          STATION RECOVERY (1963)
 DN1245
 DN1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 DN1245'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DN1245'AS DESCRIBED IN THE PREVIOUS DESCRIPTION.  THE AZIMUTH MARK
 DN1245'WAS NOT SEARCHED FOR.
 DN1245
 DN1245                          STATION RECOVERY (1965)
 DN1245
 DN1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WRH)
 DN1245'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DN1245'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DN1245
 DN1245                          STATION RECOVERY (1966)
 DN1245
 DN1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DN1245'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 (USE), AND
 DN1245'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 DN1245'
 DN1245'THE AZIMUTH MARK WAS FOUND TO BE IN AN AREA OF ROAD IMPROVEMENT
 DN1245'AND WOULD HAVE BEEN DESTROYED DURING CONSTRUCTION.  A NEW
 DN1245'AZIMUTH MARK WAS SET IN LINE AND TOWARDS THE STATION MARK,
 DN1245'AT THE NEW RIGHT-OF-WAY FENCE LINE.
 DN1245'
 DN1245'THE ORIGINAL DESCRIPTION AND TO REACH THE STATION WAS FOUND
 DN1245'TO BE ADEQUATE FOR RECOVERY.  A DESCRIPTION OF THE NEW AZIMUTH
 DN1245'MARK IS AS FOLLOWS--AZIMUTH MARK, A STANDARD DISK STAMPED
 DN1245'RADAR 1955 AZ 2 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST
 DN1245'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 DN1245'IT IS 60 FEET SOUTHWEST OF THE CENTER LINE OF F.M. HIGHWAY
 DN1245'691, 210 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF THE
 DN1245'COLLEGE DRIVE, 27 FEET NORTHWEST OF A T-FENCE CORNER, 1 FOOT
 DN1245'NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A METAL
 DN1245'WITNESS POST.
 DN1245'
 DN1245'THE STATION MAY BE REACHED FROM THE U.S. HIGHWAY 75 OVERPASS
 DN1245'AND F.M. HIGHWAY 131 IN SHERMAN, BY GOING NORTHWEST ALONG
 DN1245'F.M. HIGHWAY 131 FOR 3.7 MILES TO THE JUNCTION OF F.M. HIGHWAY
 DN1245'691.  TURN LEFT, WESTERLY, GO 0.7 MILE ON F.M. HIGHWAY 691 TO
 DN1245'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE HIGHWAY FOR
 DN1245'0.9 MILE TO THE JUNCTION OF F.M. HIGHWAY 1417.  TURN LEFT,
 DN1245'SOUTH, GO 0.3 MILE ALONG F.M. HIGHWAY 1417 TO AN IRON GATE ON
 DN1245'THE LEFT.  PASS THROUGH THE GATE, GO ABOUT 50 YARDS TO THE
 DN1245'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0915 ***********************************************************************
 CD0915  DESIGNATION -  RADER
 CD0915  PID         -  CD0915
 CD0915  STATE/COUNTY-  TX/CULBERSON
 CD0915  USGS QUAD   -  SEVEN L PEAK NE (1973)
 CD0915
 CD0915                         *CURRENT SURVEY CONTROL
 CD0915  ___________________________________________________________________
 CD0915* NAD 83(1993)-  31 40 05.99627(N)    104 18 01.83807(W)     ADJUSTED  
 CD0915* NAVD 88     -      1205.     (meters)    3953.     (feet)  SCALED    
 CD0915  ___________________________________________________________________
 CD0915  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 CD0915  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CD0915
 CD0915  HORZ ORDER  -  FIRST
 CD0915
 CD0915.The horizontal coordinates were established by classical geodetic methods
 CD0915.and adjusted by the National Geodetic Survey in February 1996..
 CD0915
 CD0915.The orthometric height was scaled from a topographic map.
 CD0915
 CD0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0915
 CD0915.The geoid height was determined by GEOID03.
 CD0915
 CD0915;                    North         East     Units Scale Factor Converg.
 CD0915;SPC TX C     - 3,228,608.376   323,884.623   MT  0.99994932   -2 02 36.0
 CD0915;SPC TX C     -10,592,525.98  1,062,611.47   sFT  0.99994932   -2 02 36.0
 CD0915;UTM  13      - 3,503,886.296   566,307.986   MT  0.99965423   +0 22 02.1
 CD0915
 CD0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0915!SPC TX C     -   0.99981458  x   0.99994932  =   0.99976391
 CD0915!UTM  13      -   0.99981458  x   0.99965423  =   0.99946887
 CD0915
 CD0915|---------------------------------------------------------------------|
 CD0915| PID    Reference Object                     Distance      Geod. Az  |
 CD0915|                                                           dddmmss.s |
 CD0915| CI0268 RADER RM 1                            9.556 METERS 10020     |
 CD0915| CI0269 RADER RM 2                           13.107 METERS 22505     |
 CD0915| CI0267 RADER AZ MK                                        2543425.3 |
 CD0915|---------------------------------------------------------------------|
 CD0915
 CD0915                          SUPERSEDED SURVEY CONTROL
 CD0915
 CD0915  NAD 83(1993)-  31 40 05.99664(N)    104 18 01.83589(W) AD(       ) 1
 CD0915  NAD 83(1986)-  31 40 05.99667(N)    104 18 01.83589(W) AD(       ) 1
 CD0915  NAD 27      -  31 40 05.54800(N)    104 18 00.09700(W) AD(       ) 1
 CD0915
 CD0915.Superseded values are not recommended for survey control.
 CD0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0915.See file dsdata.txt to determine how the superseded data were derived.
 CD0915
 CD0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER6630803886(NAD 83)
 CD0915_MARKER: DS = TRIANGULATION STATION DISK
 CD0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0915
 CD0915  HISTORY     - Date     Condition        Report By
 CD0915  HISTORY     - 1943     MONUMENTED       CGS
 CD0915
 CD0915                          STATION DESCRIPTION
 CD0915
 CD0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0915'STATION IS LOCATED ON THE CREST OF A HIGH RIDGE COVERED WITH
 CD0915'LARGE CEDAR BRUSH, ABOUT 25.0 MILES WSW OF ORLA, AND ABOUT
 CD0915'13.0 MILES S OF A PIPELINE ROAD ON THE E SIDE OF THE SALT
 CD0915'FLATS.
 CD0915'
 CD0915'STATION IS A BRONZE STATION DISK SET IN A 12-INCH SQUARE
 CD0915'CONCRETE POST PROJECTING 4 INCHES.  STAMPED RADER 1943.
 CD0915'
 CD0915'SURFACE MARK IS A BRONZE DISK SET IN CONCRETE.
 CD0915'
 CD0915'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE.
 CD0915'
 CD0915'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 CD0915'SQUARE POST FLUSH WITH THE GROUND.  STAMPED--RADER NO 1 1943.
 CD0915'
 CD0915'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 CD0915'SQUARE POST FLUSH WITH THE GROUND.  STAMPED RADER NO 2 1943.
 CD0915'
 CD0915'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BURIED ROCK
 CD0915'ABOUT 0.8 MILE WSW OF STATION ON SMALL HILL.  IT IS ABOUT 60
 CD0915'PACES S OF ROAD AND FLUSH WITH THE GROUND.  STAMPED RADER
 CD0915'1943.
 CD0915'
 CD0915'TO REACH FROM ORLA (A FILLING STATION, POST OFFICE AND LUNCHROOM,
 CD0915'38.00 MILES NW OF PECOS AND 45.0 MILES SE OF CARLSBAD, NEW
 CD0915'MEXICO), GO W ON GRADED PIPELINE ROAD FOR 2.4 MILES TO A
 CD0915'CATTLE GUARD AND ROAD FORK.  TAKE RIGHT FORK (PIPELINE ROAD)
 CD0915'5.6 MILES TO A T-ROAD RIGHT.  KEEP STRAIGHT AHEAD W, PASSING
 CD0915'THE PUMP STATION, AND FOLLOW THE PIPELINE ROAD 14.2 MILES
 CD0915'TO A ROAD LEFT AT POLE 132-30.  TURN LEFT ON THIS ROAD AND
 CD0915'GO 1.1 MILES SSE TO A GATE AND A BROKEN DOWN CATTLE GUARD.
 CD0915'PASS THROUGH GATE AND CONTINUE SSE 2.9 MILES TO A GATE, GO
 CD0915'THROUGH GATE AND CONTINUE 0.8 MILE TO A RANCH HOUSE.  PASS
 CD0915'IN BACK OF THE HOUSE GOING THROUGH TWO GATES, AND FOLLOW
 CD0915'ROAD 2.1 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD AND
 CD0915'GO 0.2 MILE AND TAKE LEFT FORK, PASSING TO E OF DESERTED
 CD0915'HOUSE, 0.1 MILE TO A GATE.  PASS THROUGH GATE AND
 CD0915'CONTINUE SSE 1.5 MILES TO A POINT WHERE ROAD PASSES CLOSE
 CD0915'TO FOOT OF LOW HILL ON RIGHT.  KEEP TRAVELING S FOR 1.4
 CD0915'MILES TO GATE.  PASS THROUGH GATE AND GO 3.6 MILES TO A
 CD0915'GATE ABOUT 0.5 MILE N OF A BIG RANCH HOUSE.  A STOCK
 CD0915'POND IS IN THE PASTURE TO THE LEFT.  TURN RIGHT HERE,
 CD0915'WITHOUT PASSING THROUGH GATE, AND FOLLOW A TRACK ROAD W FOR
 CD0915'4.8 MILES TO TOP OF RIDGE.  STATION IS ABOUT 400 FEET N OF
 CD0915'ROAD.
 CD0915'
 CD0915'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2750 ***********************************************************************
 CS2750  DESIGNATION -  RADIO STA KSKY TRANSMITTER TWR
 CS2750  PID         -  CS2750
 CS2750  STATE/COUNTY-  TX/DALLAS
 CS2750  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS2750
 CS2750                         *CURRENT SURVEY CONTROL
 CS2750  ___________________________________________________________________
 CS2750* NAD 83(1993)-  32 45 02.21407(N)    096 41 42.41548(W)     ADJUSTED  
 CS2750* NAVD 88     -                                                        
 CS2750  ___________________________________________________________________
 CS2750  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 CS2750  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CS2750
 CS2750  HORZ ORDER  -  THIRD
 CS2750
 CS2750.The horizontal coordinates were established by classical geodetic methods
 CS2750.and adjusted by the National Geodetic Survey in February 1996..
 CS2750
 CS2750
 CS2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2750
 CS2750.The geoid height was determined by GEOID03.
 CS2750
 CS2750;                    North         East     Units Scale Factor Converg.
 CS2750;SPC TXNC     - 2,121,651.722   769,117.641   MT  0.99988634   +0 59 03.7
 CS2750;SPC TXNC     - 6,960,785.69  2,523,346.79   sFT  0.99988634   +0 59 03.7
 CS2750;UTM  14      - 3,625,991.141   715,940.743   MT  1.00017502   +1 14 50.6
 CS2750
 CS2750                          SUPERSEDED SURVEY CONTROL
 CS2750
 CS2750  NAD 83(1993)-  32 45 02.22399(N)    096 41 42.40787(W) AD(       ) 4
 CS2750  NAD 83(1986)-  32 45 02.22097(N)    096 41 42.39766(W) AD(       ) 4
 CS2750  NAD 27      -  32 45 01.75800(N)    096 41 41.41900(W) AD(       ) 3
 CS2750
 CS2750.Superseded values are not recommended for survey control.
 CS2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2750.See file dsdata.txt to determine how the superseded data were derived.
 CS2750
 CS2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1594125991(NAD 83)
 CS2750_MARKER: 43 = RADIO/TV TOWER
 CS2750
 CS2750  HISTORY     - Date     Condition        Report By
 CS2750  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2750  HISTORY     - 1985     GOOD             USPSQD
 CS2750
 CS2750                          STATION DESCRIPTION
 CS2750
 CS2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS2750'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF THE
 CS2750'CENTER OF DALLAS, 5 MILES WEST-SOUTHWEST OF MESGUITE AND
 CS2750'2 MILES NORTHWEST OF PLEASANT GROVE.
 CS2750'
 CS2750'THE TOWER IS OF STEEL CONSTRUCTION, 350 FEET HIGH AND PAINTED
 CS2750'WHITE AND RED.  THE TOWER IS ABOUT 100 YARDS NORTH OF SMALL
 CS2750'TRANSMITTER BUILDING.
 CS2750'
 CS2750'THE POINT INTERSECTED WAS THE TOP OF THE CENTER OF THE TOWER.
 CS2750'
 CS2750'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON LOOP 12 IN
 CS2750'PLEASANT GROVE, GO NORTH ON LOOP 12 FOR 1.0 MILE TO AN OILED
 CS2750'ROAD LEFT.  TURN LEFT AND GO WEST ON OILED ROAD FOR 0.8 MILE TO
 CS2750'THE STATION ON THE RIGHT.
 CS2750
 CS2750                          STATION RECOVERY (1985)
 CS2750
 CS2750'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2893 ***********************************************************************
 CS2893  DESIGNATION -  RADIO STA WFAA WBAP TRANSM TWR
 CS2893  PID         -  CS2893
 CS2893  STATE/COUNTY-  TX/DALLAS
 CS2893  USGS QUAD   -  GRAPEVINE (1981)
 CS2893
 CS2893                         *CURRENT SURVEY CONTROL
 CS2893  ___________________________________________________________________
 CS2893* NAD 83(1993)-  32 55 09.27255(N)    097 01 35.56747(W)     ADJUSTED  
 CS2893* NAVD 88     -                                                        
 CS2893  ___________________________________________________________________
 CS2893  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 CS2893  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CS2893
 CS2893  HORZ ORDER  -  THIRD
 CS2893
 CS2893.The horizontal coordinates were established by classical geodetic methods
 CS2893.and adjusted by the National Geodetic Survey in February 1996..
 CS2893
 CS2893
 CS2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2893
 CS2893.The geoid height was determined by GEOID03.
 CS2893
 CS2893;                    North         East     Units Scale Factor Converg.
 CS2893;SPC TXNC     - 2,139,864.110   737,802.565   MT  0.99987528   +0 48 13.0
 CS2893;SPC TXNC     - 7,020,537.50  2,420,607.25   sFT  0.99987528   +0 48 13.0
 CS2893;UTM  14      - 3,644,061.717   684,534.618   MT  1.00001989   +1 04 22.0
 CS2893
 CS2893                          SUPERSEDED SURVEY CONTROL
 CS2893
 CS2893  NAD 83(1993)-  32 55 09.27510(N)    097 01 35.55255(W) AD(       ) 4
 CS2893  NAD 83(1986)-  32 55 09.27793(N)    097 01 35.55124(W) AD(       ) 4
 CS2893  NAD 27      -  32 55 08.83800(N)    097 01 34.53100(W) AD(       ) 3
 CS2893
 CS2893.Superseded values are not recommended for survey control.
 CS2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2893.See file dsdata.txt to determine how the superseded data were derived.
 CS2893
 CS2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8453544062(NAD 83)
 CS2893_MARKER: 43 = RADIO/TV TOWER
 CS2893
 CS2893  HISTORY     - Date     Condition        Report By
 CS2893  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2893  HISTORY     - 1959     GOOD             CGS
 CS2893
 CS2893                          STATION DESCRIPTION
 CS2893
 CS2893'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2893'THE STATION IS LOCATED ABOUT 3 AND 3/4 MILES EAST OF THE
 CS2893'OF THE GRAPEVINE POST OFFICE AND ABOUT 700 FEET NORTH
 CS2893'OF THE TRANSMITTER HOUSE.  IT IS A CROSS-BRACED STEEL FRAME
 CS2893'STRUCTURE ABOUT 5 FEET IN WIDTH FOR MOST OF ITS LENGTH AND 653
 CS2893'FEET HIGH.  ITS BASE IS A BALL SHAPED STRUCTURE SET IN AN
 CS2893'INSULATOR.  THE TOWER HAS OBSTRUCTION LIGHTS EVERY 100 FEET AND IS
 CS2893'GUYED AT SIMILIAR INTERVALS.
 CS2893'
 CS2893'THE POINT INTERSECTED WAS THE LIGHT AT THE TIP OF THE TOWER.
 CS2893'
 CS2893'TO REACH THE STATION FROM THE GRAPEVINE POST OFFICE GO SOUTH
 CS2893'ON MAIN STREET (STATE HIGHWAY 121) FOR 0.2 MILE TO WHERE
 CS2893'HIGHWAY TURNS RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE MORE
 CS2893'TO JUNCTION WITH BLACKTOP ROAD, TURN LEFT HERE AND GO 1.15 MILE
 CS2893'TO JUNCTION WITH STATE HIGHWAY 114, HERE TURN RIGHT AND GO 2.55
 CS2893'MILES TO TRANSMITTER STATION ENTRANCE.  ENTER HERE AND FOLLOW
 CS2893'GRAVEL ROAD AROUND CIRCLE TO MAIN BUILDING.  STATION IS LOCATED
 CS2893'ABOUT 700 FEET NORTH OF THIS BUILDING.
 CS2893
 CS2893                          STATION RECOVERY (1959)
 CS2893
 CS2893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2893'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CS2893'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1753 ***********************************************************************
 FL1753  DESIGNATION -  RADIO STATION KGNC CENTER MAST
 FL1753  PID         -  FL1753
 FL1753  STATE/COUNTY-  TX/CARSON
 FL1753  USGS QUAD   -  POMEROY (1953)
 FL1753
 FL1753                         *CURRENT SURVEY CONTROL
 FL1753  ___________________________________________________________________
 FL1753* NAD 83(1993)-  35 25 11.45016(N)    101 33 25.50814(W)     ADJUSTED  
 FL1753* NAVD 88     -                                                        
 FL1753  ___________________________________________________________________
 FL1753  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 FL1753  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL1753
 FL1753  HORZ ORDER  -  THIRD
 FL1753
 FL1753.The horizontal coordinates were established by classical geodetic methods
 FL1753.and adjusted by the National Geodetic Survey in February 1996..
 FL1753
 FL1753
 FL1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1753
 FL1753.The geoid height was determined by GEOID03.
 FL1753
 FL1753;                    North         East     Units Scale Factor Converg.
 FL1753;SPC TX N     - 1,157,514.545   194,815.981   MT  0.99991088   -0 01 59.1
 FL1753;SPC TX N     - 3,797,612.30    639,158.76   sFT  0.99991088   -0 01 59.1
 FL1753;UTM  14      - 3,922,607.877   267,834.319   MT  1.00026429   -1 28 57.6
 FL1753
 FL1753                          SUPERSEDED SURVEY CONTROL
 FL1753
 FL1753  NAD 83(1993)-  35 25 11.45428(N)    101 33 25.50318(W) AD(       ) 4
 FL1753  NAD 83(1986)-  35 25 11.45769(N)    101 33 25.49811(W) AD(       ) 4
 FL1753  NAD 27      -  35 25 11.28800(N)    101 33 23.88300(W) AD(       ) 3
 FL1753
 FL1753.Superseded values are not recommended for survey control.
 FL1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1753.See file dsdata.txt to determine how the superseded data were derived.
 FL1753
 FL1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6783422608(NAD 83)
 FL1753_MARKER: 42 = RADIO/TV MAST
 FL1753
 FL1753  HISTORY     - Date     Condition        Report By
 FL1753  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1753
 FL1753                          STATION DESCRIPTION
 FL1753
 FL1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1753'STATION IS LOCATED ABOUT 20 MILES, AIRLINE, NORTHEAST OF
 FL1753'AMARILLO, 12 MILES NORTHWEST OF PANHANDLE, AND ABOUT 4 MILES EAST
 FL1753'OF TEXAS STATE HIGHWAY 136.
 FL1753'
 FL1753'THE MAST IS THE CENTER ONE OF FIVE IN A LINE 5 DEGREES EAST
 FL1753'OF NORTH.  THE MASTS ARE 616 FEET APART AND 310 FEET HIGH.
 FL1753'THEY ARE OF STEEL CONSTRUCTION MOUNTED ON A CONCRETE BASE.
 FL1753'
 FL1753'THE CENTER OF THE TOP OF MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1792 ***********************************************************************
 FL1792  DESIGNATION -  RADIO STATION KLYN KIXZ N MAST
 FL1792  PID         -  FL1792
 FL1792  STATE/COUNTY-  TX/RANDALL
 FL1792  USGS QUAD   -  AMARILLO EAST (1973)
 FL1792
 FL1792                         *CURRENT SURVEY CONTROL
 FL1792  ___________________________________________________________________
 FL1792* NAD 83(1993)-  35 09 19.98263(N)    101 45 27.23414(W)     ADJUSTED  
 FL1792* NAVD 88     -                                                        
 FL1792  ___________________________________________________________________
 FL1792  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 FL1792  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL1792
 FL1792  HORZ ORDER  -  THIRD
 FL1792
 FL1792.The horizontal coordinates were established by classical geodetic methods
 FL1792.and adjusted by the National Geodetic Survey in February 1996..
 FL1792
 FL1792
 FL1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1792
 FL1792.The geoid height was determined by GEOID03.
 FL1792
 FL1792;                    North         East     Units Scale Factor Converg.
 FL1792;SPC TX N     - 1,128,223.523   176,533.815   MT  0.99992130   -0 08 57.4
 FL1792;SPC TX N     - 3,701,513.34    579,178.02   sFT  0.99992130   -0 08 57.4
 FL1792;UTM  14      - 3,893,775.364   248,811.809   MT  1.00037767   -1 35 19.1
 FL1792
 FL1792                          SUPERSEDED SURVEY CONTROL
 FL1792
 FL1792  NAD 83(1986)-  35 09 19.98986(N)    101 45 27.22500(W) AD(       ) 4
 FL1792  NAD 27      -  35 09 19.80000(N)    101 45 25.56800(W) AD(       ) 3
 FL1792
 FL1792.Superseded values are not recommended for survey control.
 FL1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1792.See file dsdata.txt to determine how the superseded data were derived.
 FL1792
 FL1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4881293775(NAD 83)
 FL1792_MARKER: 42 = RADIO/TV MAST
 FL1792
 FL1792  HISTORY     - Date     Condition        Report By
 FL1792  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1792  HISTORY     - 1962     GOOD             CGS
 FL1792  HISTORY     - 1964     GOOD             CGS
 FL1792
 FL1792                          STATION DESCRIPTION
 FL1792
 FL1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1792'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF AMARILLO AND
 FL1792'2.5 MILES SOUTH OF U.S. HIGHWAY 287.
 FL1792'
 FL1792'THE MAST IS THE NORTH ONE OF FOUR MASTS OF RADIO STATION
 FL1792'KLYN.  THE MAST IS A STEEL STRUCTURE, MOUNTED ON A CONCRETE
 FL1792'BASE, THAT IS 246 FEET HIGH.  THE CENTER OF THE TOP OF MAST
 FL1792'WAS THE POINT INTERSECTED.
 FL1792
 FL1792                          STATION RECOVERY (1962)
 FL1792
 FL1792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 FL1792'THE INTERSECTION STATIONS WERE RECOVERED IN GOOD CONDITION.
 FL1792'
 FL1792'THE ORIGINAL 4 TOWERS ARE IN PLACE AND THE TOWERS ARE NOW
 FL1792'OPERATED BY RADIO STATION KIXZ.
 FL1792
 FL1792                          STATION RECOVERY (1964)
 FL1792
 FL1792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1792'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 FL1792'EXCEPTION--THE STATION IS NOW KIXZ AND BROADCASTS ON 940 K. C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1793 ***********************************************************************
 FL1793  DESIGNATION -  RADIO STATION KLYN KIXZ E MST
 FL1793  PID         -  FL1793
 FL1793  STATE/COUNTY-  TX/RANDALL
 FL1793  USGS QUAD   -  AMARILLO EAST (1973)
 FL1793
 FL1793                         *CURRENT SURVEY CONTROL
 FL1793  ___________________________________________________________________
 FL1793* NAD 83(1993)-  35 09 17.41076(N)    101 45 26.82168(W)     ADJUSTED  
 FL1793* NAVD 88     -                                                        
 FL1793  ___________________________________________________________________
 FL1793  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 FL1793  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL1793
 FL1793  HORZ ORDER  -  THIRD
 FL1793
 FL1793.The horizontal coordinates were established by classical geodetic methods
 FL1793.and adjusted by the National Geodetic Survey in February 1996..
 FL1793
 FL1793
 FL1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1793
 FL1793.The geoid height was determined by GEOID03.
 FL1793
 FL1793;                    North         East     Units Scale Factor Converg.
 FL1793;SPC TX N     - 1,128,144.243   176,544.047   MT  0.99992136   -0 08 57.1
 FL1793;SPC TX N     - 3,701,253.24    579,211.59   sFT  0.99992136   -0 08 57.1
 FL1793;UTM  14      - 3,893,695.816   248,820.051   MT  1.00037762   -1 35 18.7
 FL1793
 FL1793                          SUPERSEDED SURVEY CONTROL
 FL1793
 FL1793  NAD 83(1986)-  35 09 17.41802(N)    101 45 26.81257(W) AD(       ) 4
 FL1793  NAD 27      -  35 09 17.22800(N)    101 45 25.15500(W) AD(       ) 3
 FL1793
 FL1793.Superseded values are not recommended for survey control.
 FL1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1793.See file dsdata.txt to determine how the superseded data were derived.
 FL1793
 FL1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4882093696(NAD 83)
 FL1793_MARKER: 42 = RADIO/TV MAST
 FL1793
 FL1793  HISTORY     - Date     Condition        Report By
 FL1793  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1793  HISTORY     - 1962     GOOD             CGS
 FL1793  HISTORY     - 1964     GOOD             CGS
 FL1793
 FL1793                          STATION DESCRIPTION
 FL1793
 FL1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1793'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF AMARILLO, AND
 FL1793'2.5 MILES SOUTH OF U.S. HIGHWAY 287.
 FL1793'
 FL1793'THE MAST IS THE EAST ONE OF FOUR MASTS OF RADIO STATION KLYN.
 FL1793'THE MAST IS OF STEEL STRUCTURE, MOUNTED ON A CONCRETE BASE,
 FL1793'THAT IS 246 FEET HIGH.  THE CENTER OF THE TOP OF MAST WAS
 FL1793'INTERSECTED.
 FL1793
 FL1793                          STATION RECOVERY (1962)
 FL1793
 FL1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 FL1793'THE INTERSECTION STATIONS WERE RECOVERED IN GOOD CONDITION.
 FL1793'
 FL1793'THE ORIGINAL 4 TOWERS ARE IN PLACE AND THE TOWERS ARE NOW OPERATED BY
 FL1793'RADIO STATION KIXZ.
 FL1793
 FL1793                          STATION RECOVERY (1964)
 FL1793
 FL1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1793'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 FL1793'EXCEPTION--THE STATION IS NOW KIXZ AND BROADCASTS ON 940 K. C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1803 ***********************************************************************
 FL1803  DESIGNATION -  RADIO STATION KLYN KIXZ W MAST
 FL1803  PID         -  FL1803
 FL1803  STATE/COUNTY-  TX/RANDALL
 FL1803  USGS QUAD   -  AMARILLO EAST (1973)
 FL1803
 FL1803                         *CURRENT SURVEY CONTROL
 FL1803  ___________________________________________________________________
 FL1803* NAD 83(1993)-  35 09 16.82317(N)    101 45 32.23604(W)     ADJUSTED  
 FL1803* NAVD 88     -                                                        
 FL1803  ___________________________________________________________________
 FL1803  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 FL1803  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL1803
 FL1803  HORZ ORDER  -  THIRD
 FL1803
 FL1803.The horizontal coordinates were established by classical geodetic methods
 FL1803.and adjusted by the National Geodetic Survey in February 1996..
 FL1803
 FL1803
 FL1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1803
 FL1803.The geoid height was determined by GEOID03.
 FL1803
 FL1803;                    North         East     Units Scale Factor Converg.
 FL1803;SPC TX N     - 1,128,126.495   176,406.974   MT  0.99992137   -0 09 00.3
 FL1803;SPC TX N     - 3,701,195.01    578,761.88   sFT  0.99992137   -0 09 00.3
 FL1803;UTM  14      - 3,893,681.509   248,682.512   MT  1.00037847   -1 35 21.8
 FL1803
 FL1803                          SUPERSEDED SURVEY CONTROL
 FL1803
 FL1803  NAD 83(1986)-  35 09 16.83048(N)    101 45 32.22701(W) AD(       ) 4
 FL1803  NAD 27      -  35 09 16.64000(N)    101 45 30.56900(W) AD(       ) 3
 FL1803
 FL1803.Superseded values are not recommended for survey control.
 FL1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1803.See file dsdata.txt to determine how the superseded data were derived.
 FL1803
 FL1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4868393682(NAD 83)
 FL1803_MARKER: 42 = RADIO/TV MAST
 FL1803
 FL1803  HISTORY     - Date     Condition        Report By
 FL1803  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1803  HISTORY     - 1962     GOOD             CGS
 FL1803  HISTORY     - 1964     GOOD             CGS
 FL1803
 FL1803                          STATION DESCRIPTION
 FL1803
 FL1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1803'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF AMARILLO,
 FL1803'AND 2.5 MILES SOUTH OF U.S. HIGHWAY 287.
 FL1803'
 FL1803'THE MAST IS THE WEST ONE OF FOUR MASTS OF RADIO STATION
 FL1803'KLYN.  THE MAST IS OF STEEL STRUCTURE, MOUNTED ON A CONCRETE
 FL1803'BASE, THAT IS 246 FEET HIGH.  THE CENTER OF THE TOP OF MAST
 FL1803'WAS INTERSECTED.
 FL1803
 FL1803                          STATION RECOVERY (1962)
 FL1803
 FL1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 FL1803'THE INTERSECTION STATIONS WERE RECOVERED IN GOOD CONDITION.
 FL1803'
 FL1803'THE ORIGINAL 4 TOWERS ARE IN PLACE AND THE TOWERS ARE NOW OPERATED
 FL1803'BY RADIO STATION KIXZ.
 FL1803
 FL1803                          STATION RECOVERY (1964)
 FL1803
 FL1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1803'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 FL1803'EXCEPTION--THE STATION IS NOW KIXZ AND BROADCASTS ON 940 K. C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1805 ***********************************************************************
 FL1805  DESIGNATION -  RADIO STATION KLYN KIXZ S MAST
 FL1805  PID         -  FL1805
 FL1805  STATE/COUNTY-  TX/RANDALL
 FL1805  USGS QUAD   -  AMARILLO EAST (1973)
 FL1805
 FL1805                         *CURRENT SURVEY CONTROL
 FL1805  ___________________________________________________________________
 FL1805* NAD 83(1993)-  35 09 14.25396(N)    101 45 31.82611(W)     ADJUSTED  
 FL1805* NAVD 88     -                                                        
 FL1805  ___________________________________________________________________
 FL1805  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 FL1805  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL1805
 FL1805  HORZ ORDER  -  THIRD
 FL1805
 FL1805.The horizontal coordinates were established by classical geodetic methods
 FL1805.and adjusted by the National Geodetic Survey in February 1996..
 FL1805
 FL1805
 FL1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1805
 FL1805.The geoid height was determined by GEOID03.
 FL1805
 FL1805;                    North         East     Units Scale Factor Converg.
 FL1805;SPC TX N     - 1,128,047.297   176,417.141   MT  0.99992143   -0 09 00.0
 FL1805;SPC TX N     - 3,700,935.17    578,795.24   sFT  0.99992143   -0 09 00.0
 FL1805;UTM  14      - 3,893,602.045   248,690.690   MT  1.00037842   -1 35 21.5
 FL1805
 FL1805                          SUPERSEDED SURVEY CONTROL
 FL1805
 FL1805  NAD 83(1986)-  35 09 14.26126(N)    101 45 31.81707(W) AD(       ) 4
 FL1805  NAD 27      -  35 09 14.07100(N)    101 45 30.15900(W) AD(       ) 3
 FL1805
 FL1805.Superseded values are not recommended for survey control.
 FL1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1805.See file dsdata.txt to determine how the superseded data were derived.
 FL1805
 FL1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4869193602(NAD 83)
 FL1805_MARKER: 42 = RADIO/TV MAST
 FL1805
 FL1805  HISTORY     - Date     Condition        Report By
 FL1805  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1805  HISTORY     - 1962     GOOD             CGS
 FL1805  HISTORY     - 1964     GOOD             CGS
 FL1805  HISTORY     - 1977     GOOD             NGS
 FL1805
 FL1805                          STATION DESCRIPTION
 FL1805
 FL1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1805'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF AMARILLO, AND
 FL1805'2.5 MILES SOUTH OF U.S. HIGHWAY 287.
 FL1805'
 FL1805'THE MAST IS THE SOUTH ONE OF FOUR MASTS OF RADIO STATION
 FL1805'KLYN.  THE MAST IS A STEEL STRUCTURE, MOUNTED ON A CONCRETE
 FL1805'BASE, THAT IS 246 FEET HIGH.  THE THE CENTER OF THE TOP OF MAST
 FL1805'WAS INTERSECTED.
 FL1805
 FL1805                          STATION RECOVERY (1962)
 FL1805
 FL1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 FL1805'THE INTERSECTION STATIONS WERE RECOVERED IN GOOD CONDITION.
 FL1805'
 FL1805'THE ORIGINAL 4 TOWERS ARE IN PLACE AND THE TOWERS ARE NOW OPERATED
 FL1805'BY RADIO STATION KIXZ.
 FL1805
 FL1805                          STATION RECOVERY (1964)
 FL1805
 FL1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1805'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 FL1805'EXCEPTION--THE STATION IS NOW KIXZ AND BROADCASTS ON 940
 FL1805'K. C.
 FL1805
 FL1805                          STATION RECOVERY (1977)
 FL1805
 FL1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 FL1805'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI SE OF
 FL1805'AMARILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1094 ***********************************************************************
 AE1094  DESIGNATION -  RAFAEL
 AE1094  PID         -  AE1094
 AE1094  STATE/COUNTY-  TX/ZAPATA
 AE1094  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1094
 AE1094                         *CURRENT SURVEY CONTROL
 AE1094  ___________________________________________________________________
 AE1094* NAD 83(1993)-  26 50 36.83229(N)    099 14 38.77216(W)     ADJUSTED  
 AE1094* NAVD 88     -       122.488  (meters)     401.86   (feet)  ADJUSTED  
 AE1094  ___________________________________________________________________
 AE1094  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AE1094  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AE1094  DYNAMIC HT  -         122.290 (meters)     401.21  (feet)  COMP
 AE1094  MODELED GRAV-     979,032.7   (mgal)                       NAVD 88
 AE1094
 AE1094  HORZ ORDER  -  FIRST
 AE1094  VERT ORDER  -  FIRST     CLASS II
 AE1094
 AE1094.The horizontal coordinates were established by classical geodetic methods
 AE1094.and adjusted by the National Geodetic Survey in February 1996..
 AE1094
 AE1094.The orthometric height was determined by differential leveling
 AE1094.and adjusted by the National Geodetic Survey in June 1991..
 AE1094.WARNING-Repeat measurements at this control monument indicate possible
 AE1094.vertical movement.
 AE1094
 AE1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1094
 AE1094.The geoid height was determined by GEOID03.
 AE1094
 AE1094.The dynamic height is computed by dividing the NAVD 88
 AE1094.geopotential number by the normal gravity value computed on the
 AE1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1094.degrees latitude (g = 980.6199 gals.).
 AE1094
 AE1094.The modeled gravity was interpolated from observed gravity values.
 AE1094
 AE1094;                    North         East     Units Scale Factor Converg.
 AE1094;SPC TX S     - 5,130,608.322   226,050.109   MT  0.99989855   -0 20 16.2
 AE1094;SPC TX S     -16,832,670.80    741,632.73   sFT  0.99989855   -0 20 16.2
 AE1094;UTM  14      - 2,969,132.095   475,747.771   MT  0.99960726   -0 06 36.8
 AE1094
 AE1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1094!SPC TX S     -   0.99998439  x   0.99989855  =   0.99988294
 AE1094!UTM  14      -   0.99998439  x   0.99960726  =   0.99959166
 AE1094
 AE1094|---------------------------------------------------------------------|
 AE1094| PID    Reference Object                     Distance      Geod. Az  |
 AE1094|                                                           dddmmss.s |
 AE1094| CV2846 RAFAEL RM                            11.300 METERS 04908     |
 AE1094| CV2847 RAFAEL RM 2                          10.211 METERS 05102     |
 AE1094| CV2848 RAFAEL RM 3                           9.348 METERS 15127     |
 AE1094| CV2849 RAFAEL RM 4                                        1783934.4 |
 AE1094| AE1657 ZAPATA CHURCH STEEPLE               APPROX. 7.5 KM 2941130.3 |
 AE1094| AE1653 ZAPATA POST OFFICE FLAGPOLE         APPROX. 7.7 KM 2972312.7 |
 AE1094| AE1655 ZAPATA LAKESHORE RESORT TANK        APPROX. 4.9 KM 3272657.7 |
 AE1094| AE1654 ZAPATA MUN TANK                     APPROX. 7.6 KM 3393032.9 |
 AE1094| AE1656 ZAPATA GULF CORP RADIO MAST         APPROX.12.7 KM 3450331.6 |
 AE1094|---------------------------------------------------------------------|
 AE1094
 AE1094                          SUPERSEDED SURVEY CONTROL
 AE1094
 AE1094  NAD 83(1986)-  26 50 36.83102(N)    099 14 38.73333(W) AD(       ) 1
 AE1094  NAD 27      -  26 50 35.68300(N)    099 14 37.60300(W) AD(       ) 1
 AE1094  NGVD 29 (??/??/92)  122.540  (m)          402.03   (f) ADJ UNCH    1 2
 AE1094
 AE1094.Superseded values are not recommended for survey control.
 AE1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1094.See file dsdata.txt to determine how the superseded data were derived.
 AE1094
 AE1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ7574869132(NAD 83)
 AE1094_MARKER: DS = TRIANGULATION STATION DISK
 AE1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1094_STAMPING: RAFAEL 1917 401.95
 AE1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1094+STABILITY: SURFACE MOTION
 AE1094
 AE1094  HISTORY     - Date     Condition        Report By
 AE1094  HISTORY     - 1917     MONUMENTED       CGS
 AE1094  HISTORY     - 1932     GOOD             CGS
 AE1094  HISTORY     - 1939     GOOD             IBC
 AE1094  HISTORY     - 1956     GOOD             NGS
 AE1094  HISTORY     - 1974     GOOD             NGS
 AE1094
 AE1094                          STATION DESCRIPTION
 AE1094
 AE1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1094'STATION IS ON THE HIGHEST HILL IN THE VICINITY, ABOUT 6 MILES SE
 AE1094'OF ZAPATA, 2 MILES NW OF THE SABINITO RANCH, AND 2 MILES N OF
 AE1094'THE MILITARY ROAD, AND 75 METERS (246 FEET) S OF THE UPPER ROAD
 AE1094'WHICH BRANCHES FROM THE MILITARY ROAD ABOUT 1/4 MILE E OF THE
 AE1094'SABINITO RANCH.
 AE1094'
 AE1094'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN BLOCKS
 AE1094'OF CONCRETE.
 AE1094'
 AE1094'UNDERGROUND MARK IS A NAIL IN BLOCK OF CONCRETE.
 AE1094'
 AE1094'REFERENCE MARK IS 11.300 METERS (37.07 FEET) FROM STATION,
 AE1094'N 49 DEG 07 MIN E.
 AE1094'
 AE1094'STATION WAS RECOVERED IN 1928, AND A LINE OF LEVELS RUN TO
 AE1094'IT GAVE AN ELEVATION OF 401.82 FEET.
 AE1094
 AE1094                          STATION RECOVERY (1932)
 AE1094
 AE1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AE1094'STATION RECOVERED IN GOOD CONDITION, AND FURTHER
 AE1094'DESCRIBED AS BEING ON TOP OF A VERY ROCKY KNOLL.  4000 FEET
 AE1094'SW OF PORCION LINE FENCE RUNNING NE.  AND 203.3 FEET W OF CROSS
 AE1094'FENCE RUNNING APPROXIMATELY N 5 DEG E.
 AE1094'
 AE1094'STATION IS REACHED FROM MILITARY ROAD BY TURNING INTO ROAD
 AE1094'LEADING TO NW AND FOLLOWING IT FOR ABOUT 3 MILES, THROUGH TWO
 AE1094'GATES, AND ALONG W SIDE OF WIRE FENCE TO TOP OF HILL.  STATION
 AE1094'IS ABOUT 200 METERS (656 FEET) SE OF GATE IN WIRE FENCE.
 AE1094'
 AE1094'ELEVATION OF STATION, 122.3 METERS (401 FEET).
 AE1094
 AE1094                          STATION RECOVERY (1939)
 AE1094
 AE1094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939
 AE1094'WE FOUND SURFACE MARKS AS DESCRIBED, BUT NOTICED SIGNS OF
 AE1094'DISINTEGRATION OF THE CONCRETE OF THE SURFACE MARKS, APPARENTLY
 AE1094'DUE TO THE FACT THAT THE MARKS WERE MADE WITH NEAT CEMENT AND
 AE1094'GRAVEL, WITHOUT USING ANY SAND IN THE CONCRETE.  THE CEMENT WAS
 AE1094'CHECKING BADLY, AND THE SURFACE MARKS APPEARED TO BE IN DANGER
 AE1094'OF DESTRUCTION BY SPALLING.
 AE1094
 AE1094                          STATION RECOVERY (1956)
 AE1094
 AE1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AE1094'8.65 MI S FROM ZAPATA.
 AE1094'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1094'ZAPATA, THENCE 4.15 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, THENCE
 AE1094'1.0 MILE EAST ALONG A PRIVATE GRAVELED ROAD, THENCE 0.1 MILE SOUTH
 AE1094'ALONG A TRACK ROAD, 365 FEET EAST OF THE SOUTHEAST CORNER OF A CORRAL,
 AE1094'45 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH TRACK ROAD, 1.3
 AE1094'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AE1094'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AE1094
 AE1094                          STATION RECOVERY (1974)
 AE1094
 AE1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1094'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 AE1094'MARK WAS DESTROYED.  REFERENCE MARKS 2, 3 AND 4 WERE ESTABLISHED.
 AE1094'FOLLOWING IS A NEW DESCRIPTION.
 AE1094'
 AE1094'THE STATION IS ABOUT 9-1/2 MILES NORTH AND 8 MILES WEST OF
 AE1094'LOPENO, 4 MILES SOUTH AND 1-1/2 MILES EAST OF ZAPATA AND ON
 AE1094'LAND OWNED BY SALVADOR VOLPE WHO LIVES IN ROMA, TELEPHONE
 AE1094'NUMBER 849-3181.
 AE1094'
 AE1094'TO REACH THE STATION FROM THE POST OFFICE IN ZAPATA, GO SOUTH AND
 AE1094'SOUTHEAST ON U.S. HIGHWAY 83 FOR 5.0 MILES TO A GRADED SIDE
 AE1094'ROAD RIGHT AND A SIGN FALCON LAKE 3.  TURN RIGHT AND GO WEST ON
 AE1094'THE GRADED ROAD FOR 2.15 MILES TO A METAL GATE ON THE RIGHT.
 AE1094'TURN RIGHT, PASSING THROUGH GATE AND GO NORTH ON A TRACK ROAD FOR
 AE1094'0.35 MILE TO A REVERSE FORK ON THE LEFT.  BEAR RIGHT AND GO
 AE1094'NORTHEAST ON TRACK ROAD FOR 0.05 MILE TO REFERENCE MARK 4 ON
 AE1094'THE RIGHT.  CONTINUE NORTHEAST ON TRACK ROAD FOR 0.35 MILE,
 AE1094'HERE TURN RIGHT AND GO EAST ACROSS RANGE LAND FOR 0.05 MILE
 AE1094'TO THE HIGHEST POINT OF A SMALL HILL AND THE STATION.
 AE1094'
 AE1094'STATION MARK IS A STANDARD DISK, STAMPED RAFAEL 401.95 1917,
 AE1094'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 AE1094'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 3.0 FEET EAST OF A
 AE1094'METAL WITNESS POST.  THE UNDERGROUND MARK IS A NAIL IN A BLOCK
 AE1094'OF CONCRETE ABOUT 30 INCHES BELOW THE GROUND SURFACE.
 AE1094'
 AE1094'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RAFAEL 1917 NO
 AE1094'2 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1094'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 36.0 FEET EAST
 AE1094'OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AE1094'
 AE1094'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED RAFAEL 1917 NO 3
 AE1094'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1094'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 30.5 FEET SOUTH OF
 AE1094'THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AE1094'
 AE1094'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED RAFAEL 1917 NO 4
 AE1094'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1094'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 54.0 FEET EAST
 AE1094'OF THE CENTER OF A TRACK ROAD AND 2.5 FEET EAST OF A WITNESS POST.
 AE1094'THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AE1094'
 AE1094'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 AE1094'
 AE1094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AE1094'SOUTH-SOUTHEAST OF ZAPATA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1093 ***********************************************************************
 AE1093  DESIGNATION -  RAFAEL RM 1
 AE1093  PID         -  AE1093
 AE1093  STATE/COUNTY-  TX/ZAPATA
 AE1093  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1093
 AE1093                         *CURRENT SURVEY CONTROL
 AE1093  ___________________________________________________________________
 AE1093* NAD 83(1986)-  26 50 36.     (N)    099 14 38.     (W)     SCALED    
 AE1093* NAVD 88     -       122.186  (meters)     400.87   (feet)  ADJUSTED  
 AE1093  ___________________________________________________________________
 AE1093  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AE1093  DYNAMIC HT  -         121.989 (meters)     400.23  (feet)  COMP
 AE1093  MODELED GRAV-     979,032.7   (mgal)                       NAVD 88
 AE1093
 AE1093  VERT ORDER  -  FIRST     CLASS II
 AE1093
 AE1093.The horizontal coordinates were scaled from a topographic map and have
 AE1093.an estimated accuracy of +/- 6 seconds.
 AE1093
 AE1093.The orthometric height was determined by differential leveling
 AE1093.and adjusted by the National Geodetic Survey in June 1991..
 AE1093.WARNING-Repeat measurements at this control monument indicate possible
 AE1093.vertical movement.
 AE1093
 AE1093.The geoid height was determined by GEOID03.
 AE1093
 AE1093.The dynamic height is computed by dividing the NAVD 88
 AE1093.geopotential number by the normal gravity value computed on the
 AE1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1093.degrees latitude (g = 980.6199 gals.).
 AE1093
 AE1093.The modeled gravity was interpolated from observed gravity values.
 AE1093
 AE1093;                    North         East    Units  Estimated Accuracy
 AE1093;SPC TX S     - 5,130,580.      226,070.      MT  (+/- 180 meters Scaled)
 AE1093
 AE1093                          SUPERSEDED SURVEY CONTROL
 AE1093
 AE1093  NGVD 29 (??/??/92)  122.238  (m)          401.04   (f) ADJ UNCH    1 2
 AE1093
 AE1093.Superseded values are not recommended for survey control.
 AE1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1093.See file dsdata.txt to determine how the superseded data were derived.
 AE1093
 AE1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ757691(NAD 83)
 AE1093_MARKER: DR = REFERENCE MARK DISK
 AE1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1093_STAMPING: RAFAEL 1917
 AE1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1093+STABILITY: SURFACE MOTION
 AE1093
 AE1093  HISTORY     - Date     Condition        Report By
 AE1093  HISTORY     - 1917     MONUMENTED       CGS
 AE1093  HISTORY     - 1956     GOOD             NGS
 AE1093
 AE1093                          STATION DESCRIPTION
 AE1093
 AE1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1093'8.65 MI S FROM ZAPATA.
 AE1093'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1093'ZAPATA, THENCE 4.15 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, THENCE
 AE1093'1.0 MILE EAST ALONG A PRIVATE GRAVELED ROAD, THENCE 0.1 MILE SOUTH
 AE1093'ALONG A TRACK ROAD, 37.3 FEET NORTHEAST OF TRIANGULATION STATION
 AE1093'RAFAEL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 AE1093'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0966 ***********************************************************************
 EM0966  DESIGNATION -  RAG
 EM0966  PID         -  EM0966
 EM0966  STATE/COUNTY-  TX/WILBARGER
 EM0966  USGS QUAD   -  NORTHSIDE (1985)
 EM0966
 EM0966                         *CURRENT SURVEY CONTROL
 EM0966  ___________________________________________________________________
 EM0966* NAD 83(1993)-  34 21 13.13480(N)    099 18 40.06470(W)     ADJUSTED  
 EM0966* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 EM0966  ___________________________________________________________________
 EM0966  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 EM0966  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 EM0966
 EM0966  HORZ ORDER  -  SECOND
 EM0966
 EM0966.The horizontal coordinates were established by classical geodetic methods
 EM0966.and adjusted by the National Geodetic Survey in February 1996..
 EM0966
 EM0966.The orthometric height was scaled from a topographic map.
 EM0966
 EM0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0966
 EM0966.The geoid height was determined by GEOID03.
 EM0966
 EM0966;                    North         East     Units Scale Factor Converg.
 EM0966;SPC TXNC     - 2,298,276.392   525,366.953   MT  1.00013094   -0 26 32.6
 EM0966;SPC TXNC     - 7,540,261.80  1,723,641.41   sFT  1.00013094   -0 26 32.6
 EM0966;UTM  14      - 3,801,412.798   471,387.468   MT  0.99961009   -0 10 32.1
 EM0966
 EM0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0966!SPC TXNC     -   0.99993926  x   1.00013094  =   1.00007019
 EM0966!UTM  14      -   0.99993926  x   0.99961009  =   0.99954937
 EM0966
 EM0966|---------------------------------------------------------------------|
 EM0966| PID    Reference Object                     Distance      Geod. Az  |
 EM0966|                                                           dddmmss.s |
 EM0966| CX8014 RAG RM 1                              9.942 METERS 07318     |
 EM0966| CX8013 RAG AZ MK                                          2531920.0 |
 EM0966| CX8015 RAG RM 2                             16.116 METERS 34921     |
 EM0966|---------------------------------------------------------------------|
 EM0966
 EM0966                          SUPERSEDED SURVEY CONTROL
 EM0966
 EM0966  NAD 83(1993)-  34 21 13.13483(N)    099 18 40.06471(W) AD(       ) 2
 EM0966  NAD 83(1986)-  34 21 13.14172(N)    099 18 40.05526(W) AD(       ) 2
 EM0966  NAD 27      -  34 21 12.85350(N)    099 18 38.74810(W) AD(       ) 2
 EM0966
 EM0966.Superseded values are not recommended for survey control.
 EM0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0966.See file dsdata.txt to determine how the superseded data were derived.
 EM0966
 EM0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7138701413(NAD 83)
 EM0966_MARKER: DS = TRIANGULATION STATION DISK
 EM0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0966
 EM0966  HISTORY     - Date     Condition        Report By
 EM0966  HISTORY     - 1961     MONUMENTED       CGS
 EM0966
 EM0966                          STATION DESCRIPTION
 EM0966
 EM0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0966'THE STATION IS ABOUT 14 MILES NORTHWEST OF VERNON, ABOUT 6
 EM0966'MILES SOUTH OF THE RED RIVER BRIDGE AND 6 MILES SOUTHEAST OF
 EM0966'ODELL ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED ROAD.
 EM0966'
 EM0966'TO REACH THE STATION FROM THE POST OFFICE IN ODELL GO EAST ON
 EM0966'FARM ROAD 91 FOR 5.0 MILES TO U.S. HIGHWAY 283, TURN RIGHT
 EM0966'AND GO SOUTH ON U.S. HIGHWAY 283 FOR 0.95 MILE TO A CROSSROAD,
 EM0966'AND A WHITE FARM HOUSE IN THE NORTHEAST ANGLE, TURN LEFT AND
 EM0966'GO EAST 0.1 MILE TO THE STATION ON THE RIGHT.
 EM0966'
 EM0966'TO REACH THE THE AZIMUTH MARK FROM THE STATION GO WEST 0.1
 EM0966'MILE TO U.S. HIGHWAY 283, CROSS HIGHWAY AND CONTINUE WEST ON
 EM0966'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EM0966'
 EM0966'THE STATION MARK, STAMPED RAG 1961, IS A STANDARD DISK SET IN
 EM0966'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EM0966'3 INCHES.  IT IS 24 FEET SOUTH OF THE CENTER OF THE GRAVELED
 EM0966'ROAD, 4.2 FEET NORTHEAST OF THE WITNESS POST AND 2 FEET NORTH
 EM0966'OF AN EAST-WEST FENCE LINE.
 EM0966'
 EM0966'REFERENCE MARK NO. 1, STAMPED RAG NO 1 1961, IS A STANDARD
 EM0966'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 EM0966'PROJECTS 4 INCHES.  IT IS 37 FEET EAST OF THE WITNESS POST,
 EM0966'24 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET
 EM0966'NORTH OF THE EAST-WEST FENCE LINE.
 EM0966'
 EM0966'REFERENCE MARK NO. 2, STAMPED RAG NO 2 1961, IS A STANDARD DISK
 EM0966'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 EM0966'PROJECTS 4 INCHES.  IT IS 55 FEET NORTH OF THE WITNESS POST,
 EM0966'29 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 4 FEET SOUTH
 EM0966'OF A POWER LINE POLE AND 0.5 FOOT SOUTH OF AN EAST-WEST FENCE
 EM0966'LINE.
 EM0966'
 EM0966'THE AZIMUTH MARK, STAMPED RAG 1961, IS A STANDARD DISK SET
 EM0966'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EM0966'6 INCHES.  IT IS 25 FEET SOUTH OF THE CENTER OF THE GRAVELED
 EM0966'ROAD, 6 FEET EAST OF A POWER POLE AND 1.8 FEET EAST OF THE
 EM0966'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3150 ***********************************************************************
 CS3150  DESIGNATION -  RAGLE
 CS3150  PID         -  CS3150
 CS3150  STATE/COUNTY-  TX/PARKER
 CS3150  USGS QUAD   -  LAKE WEATHERFORD (1979)
 CS3150
 CS3150                         *CURRENT SURVEY CONTROL
 CS3150  ___________________________________________________________________
 CS3150* NAD 83(1993)-  32 49 46.35123(N)    097 39 59.75975(W)     ADJUSTED  
 CS3150* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 CS3150  ___________________________________________________________________
 CS3150  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CS3150  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CS3150
 CS3150  HORZ ORDER  -  FIRST
 CS3150
 CS3150.The horizontal coordinates were established by classical geodetic methods
 CS3150.and adjusted by the National Geodetic Survey in February 1996..
 CS3150
 CS3150.The orthometric height was scaled from a topographic map.
 CS3150
 CS3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3150
 CS3150.The geoid height was determined by GEOID03.
 CS3150
 CS3150;                    North         East     Units Scale Factor Converg.
 CS3150;SPC TXNC     - 2,129,260.438   678,023.159   MT  0.99988009   +0 27 16.3
 CS3150;SPC TXNC     - 6,985,748.62  2,224,480.98   sFT  0.99988009   +0 27 16.3
 CS3150;UTM  14      - 3,633,177.617   624,804.326   MT  0.99979206   +0 43 22.7
 CS3150
 CS3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3150!SPC TXNC     -   0.99994730  x   0.99988009  =   0.99982740
 CS3150!UTM  14      -   0.99994730  x   0.99979206  =   0.99973937
 CS3150
 CS3150|---------------------------------------------------------------------|
 CS3150| PID    Reference Object                     Distance      Geod. Az  |
 CS3150|                                                           dddmmss.s |
 CS3150| CY2940 RAGLE RM 1                           29.793 METERS 09046     |
 CS3150| CY2939 RAGLE AZ MK                                        1644414.6 |
 CS3150| CY2941 RAGLE RM 2                           31.546 METERS 19833     |
 CS3150|---------------------------------------------------------------------|
 CS3150
 CS3150                          SUPERSEDED SURVEY CONTROL
 CS3150
 CS3150  NAD 83(1993)-  32 49 46.35298(N)    097 39 59.74410(W) AD(       ) 1
 CS3150  NAD 83(1986)-  32 49 46.35426(N)    097 39 59.74370(W) AD(       ) 1
 CS3150  NAD 27      -  32 49 45.89200(N)    097 39 58.64600(W) AD(       ) 1
 CS3150
 CS3150.Superseded values are not recommended for survey control.
 CS3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3150.See file dsdata.txt to determine how the superseded data were derived.
 CS3150
 CS3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2480433178(NAD 83)
 CS3150_MARKER: DD = SURVEY DISK
 CS3150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3150+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 CS3150
 CS3150  HISTORY     - Date     Condition        Report By
 CS3150  HISTORY     - 1946     MONUMENTED       CGS
 CS3150  HISTORY     - 1951     GOOD             CGS
 CS3150  HISTORY     - 1963     GOOD             CGS
 CS3150  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS3150  HISTORY     - 20040205 GOOD             INDIV
 CS3150
 CS3150                          STATION DESCRIPTION
 CS3150
 CS3150'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3150'STATION IS LOCATED ABOUT 11 MILES NW OF WEATHERFORD, ON THE
 CS3150'WEATHERFORD-AZLE ROAD.  IT IS 47 FEET S OF A DIRT ROAD AND 28
 CS3150'FEET S OF A FENCE.
 CS3150'
 CS3150'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CS3150'THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED RAGLE 1946
 CS3150'AND PROJECTS 8 INCHES.
 CS3150'
 CS3150'REFERENCE MARK 1 IS 97.75 FEET NE OF THE STATION.  IT IS 48
 CS3150'FEET N OF THE APPROXIMATE CENTER OF A DIRT ROAD AND 36 FEET N
 CS3150'OF A FENCE.  IT IS A BRONZE REFERENCE DISK STAMPED RAGLE NO 1
 CS3150'1946, AND IS SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3150'6 INCHES.
 CS3150'
 CS3150'REFERENCE MARK 2 IS 103.50 FEET SW OF STATION.  IT IS 50 FEET
 CS3150'S OF THE APPROXIMATE CENTER OF A DIRT ROAD AND 28 FEET S OF A
 CS3150'FENCE.  IT IS A BRONZE REFERENCE DISK STAMPED RAGLE NO 2 1946,
 CS3150'AND IS SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS 6 INCHES.
 CS3150'
 CS3150'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE SE OF THE STATION.
 CS3150'IT IS 30 FEET N OF A FENCE CORNER, 10 FEET SW OF AN OLD TRACK
 CS3150'ROAD, AND 1 FOOT E OF A FENCE.  IT IS A BRONZE AZIMUTH DISK
 CS3150'STAMPED RAGLE 1946, AND IS SET IN THE TOP OF A CONCRETE POST.
 CS3150'IT PROJECTS 4 INCHES.
 CS3150'
 CS3150'TO REACH THE STATION FROM WEATHERFORD GO E ON U.S. HIGHWAY
 CS3150'80 FOR 3.2 MI. TO A T-ROAD LEFT, GO LEFT ON DIRT ROAD AND GO
 CS3150'1.8 MILES TO A FORK RIGHT AND A SIGN WHITE SETTLEMENT ROAD.
 CS3150'KEEP LEFT FORK AND GO 3.2 MILES TO ANOTHER FORK IN ROAD, TAKE
 CS3150'RIGHT FORK PAST AN OLD SERVICE STATION ON LEFT AND GO 2.75
 CS3150'MILES TO STATION ON LEFT AS DESCRIBED.
 CS3150'
 CS3150'TO REACH AZIMUTH MARK FROM THE STATION, TAKE DIRT ROAD FROM
 CS3150'STATION TOWARD WEATHERFORD FOR 0.25 MILE TO A GATE ON LEFT.
 CS3150'TURN LEFT THROUGH GATE AND FOLLOW OLD TRACK ROAD FOR 0.3 MILE
 CS3150'TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 CS3150'
 CS3150'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3150
 CS3150                          STATION RECOVERY (1951)
 CS3150
 CS3150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3150'STATION AND ALL MARKS RECOVERED AS DESCRIBED.  ALL COMPASS
 CS3150'DIRECTIONS GIVEN AT THIS STATION ARE IN ERROR.  THE STATION MARK
 CS3150'IS W OF THE ROAD AND FENCE.  R.M. 1 IS E OF THE STATION AND
 CS3150'DIRT ROAD, R.M. 2 IS W OF THE ROAD AND SSW OF THE STATION, AND
 CS3150'THE AZIMUTH MARK IS S OF THE STATION AND DUE E OF THE GATE AT
 CS3150'THE ENTRANCE TO THE PASTURE.
 CS3150
 CS3150                          STATION RECOVERY (1963)
 CS3150
 CS3150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3150'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CS3150'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE
 CS3150'TO NEW ROADS BUILT AT THE STATION SITE AND NUMEROUS OTHER CHANGES
 CS3150'A REVISED DESCRIPTION FOR FUTURE RECOVERY IS AS FOLLOWS--THE
 CS3150'STATION IS ABOUT 10 MILES NORTHEAST OF WEATHERFORD, ABOUT 2
 CS3150'MILES NORTH OF LAKE WEATHERFORD, AND ABOUT 1/4 MILE WEST OF
 CS3150'THE WEATHERFORD-AZLE ROAD (FARM ROAD 1707), AND ON A RIDGE
 CS3150'PARTLY COVERED WITH TREES.  THE STATION MARK A STANDARD DISK
 CS3150'STAMPED RAGLE 1946, IS SET IN A 12 IN X 12 IN CONCRETE POST
 CS3150'WHICH PROJECTS 8 INCHES.  IT IS 45 FEET WEST OF A TRACK ROAD, 41
 CS3150'FEET NORTHEAST OF A TELEPHONE POLE, AND 2 FEET SOUTH OF A
 CS3150'METAL WITNESS POST.
 CS3150'
 CS3150'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAGLE NO 1 1946,
 CS3150'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 8 INCHES.
 CS3150'IT IS 112 FEET NORTH OF THE PHONE LINE, AND 48 FEET EAST OF THE
 CS3150'CENTER OF THE TRACK ROAD.
 CS3150'
 CS3150'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RAGLE NO 2 1946, IS
 CS3150'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES.
 CS3150'IT IS 120 FEET EAST OF A NORTH-SOUTH FENCE LINE, 88 FEET SOUTHEAST
 CS3150'OF THE TELEPHONE POLE, AND 49 FEET WEST OF THE CENTER OF THE
 CS3150'TRACK ROAD.
 CS3150'
 CS3150'AZIMUTH MARK, A STANDARD DISK STAMPED RAGLE 1946, IS SET IN A
 CS3150'12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 CS3150'IN PASTURE LAND ABOUT 0.3 MILE EAST OF FARM ROAD 1707, AT THE
 CS3150'SOUTHEAST CORNER OF A PASTURE, AT A JOG IN THE FENCE LINE, 100
 CS3150'FEET SOUTHEAST OF THE NORTHWEST CORNER OF FENCE, 25 FEET
 CS3150'NORTHWEST OF THE SOUTHEAST CORNER AND 1 FOOT NORTH OF THE
 CS3150'FENCE LINE.
 CS3150'
 CS3150'TO REACH THE STATION FROM THE COURTHOUSE IN WEATHERFORD, GO EAST
 CS3150'ON U.S. HIGHWAYS 80-180 FOR ABOUT 3.4 MILES TO FARM ROAD 1707
 CS3150'ON THE LEFT.  TURN LEFT, GO NORTHERLY ON FARM ROAD 1707 FOR
 CS3150'5.2 MILES TO THE CLEAR FORK BAPTIST CHURCH ON THE RIGHT.
 CS3150'CONTINUE ON FARM ROAD 1707 FOR 2.1 MILES TO THE SUMMIT OF ROAD
 CS3150'AND A GATE ON THE LEFT.  PASS THROUGH THE GATE, GO ABOUT 100 FEET
 CS3150'TO A TRACK ROAD.  TURN RIGHT AND FOLLOW THE TRACK ROAD FOR 0.15
 CS3150'MILE TO THE STATION ON THE LEFT.
 CS3150'
 CS3150'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE TRACK
 CS3150'ROAD FOR 0.25 MILE TO A ROAD WHICH LEADS TO THE BILL MC DAVID
 CS3150'RANCH.  TURN LEFT, GO 0.05 MILE TO FARM ROAD 1707.  TURN RIGHT, GO
 CS3150'0.1 MILE TO THE END OF TRUCK TRAVEL AT A CATTLE CORRAL.  PACK
 CS3150'EAST-NORTHEAST ACROSS THE PASTURE ABOUT 1/4 MILE TO THE AZIMUTH
 CS3150'MARK AS DESCRIBED.
 CS3150
 CS3150                          STATION RECOVERY (1997)
 CS3150
 CS3150'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3150'MARK NOT FOUND.
 CS3150
 CS3150                          STATION RECOVERY (2004)
 CS3150
 CS3150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBH)
 CS3150'MONUMENT IS ON MCDAVID RANCH ON THE WEST SIDE OF F. M. HIGHWAY
 CS3150'730 APPROXIMATELY 2.9 MILES NORTHEAST OF THE CENTER OF BRIDGE
 CS3150'ACROSS LAKE WEATHERFORD.  RANCH FOREMANS PHONE NO. IS ON SIGN
 CS3150'AT GATE.  ENTER GATE, TURN IMMEDIATELY RIGHT ALONG WEST R.O.W.
 CS3150'FENCE.  GO NORTHEAST ALONG FENCE. PASS THROUGH WIRE GAP AT
 CS3150'APPROXIMATELY .10 MILES AND CONTINUE ALONG OLD TRACK ROAD
 CS3150'APPROX. 1/4 MILE. MON IS ABOUT 30 FEET W-NW OF ROAD.  WITNESS
 CS3150'SIGN IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0419 ***********************************************************************
 CT0419  DESIGNATION -  RAID
 CT0419  PID         -  CT0419
 CT0419  STATE/COUNTY-  TX/CALLAHAN
 CT0419  USGS QUAD   -  BAIRD (1966)
 CT0419
 CT0419                         *CURRENT SURVEY CONTROL
 CT0419  ___________________________________________________________________
 CT0419* NAD 83(1993)-  32 22 53.80074(N)    099 27 38.60165(W)     ADJUSTED  
 CT0419* NAVD 88     -       596.352  (meters)    1956.53   (feet)  ADJUSTED  
 CT0419  ___________________________________________________________________
 CT0419  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 CT0419  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CT0419  DYNAMIC HT  -         595.571 (meters)    1953.97  (feet)  COMP
 CT0419  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 CT0419
 CT0419  HORZ ORDER  -  SECOND
 CT0419  VERT ORDER  -  FIRST     CLASS II
 CT0419
 CT0419.The horizontal coordinates were established by classical geodetic methods
 CT0419.and adjusted by the National Geodetic Survey in February 1996..
 CT0419
 CT0419.The orthometric height was determined by differential leveling
 CT0419.and adjusted by the National Geodetic Survey in June 1991..
 CT0419
 CT0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0419
 CT0419.The geoid height was determined by GEOID03.
 CT0419
 CT0419.The dynamic height is computed by dividing the NAVD 88
 CT0419.geopotential number by the normal gravity value computed on the
 CT0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0419.degrees latitude (g = 980.6199 gals.).
 CT0419
 CT0419.The modeled gravity was interpolated from observed gravity values.
 CT0419
 CT0419;                    North         East     Units Scale Factor Converg.
 CT0419;SPC TXNC     - 2,079,694.629   509,602.946   MT  0.99994049   -0 31 26.3
 CT0419;SPC TXNC     - 6,823,131.46  1,671,922.33   sFT  0.99994049   -0 31 26.3
 CT0419;UTM  14      - 3,582,829.020   456,663.286   MT  0.99962316   -0 14 48.3
 CT0419
 CT0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0419!SPC TXNC     -   0.99991073  x   0.99994049  =   0.99985123
 CT0419!UTM  14      -   0.99991073  x   0.99962316  =   0.99953393
 CT0419
 CT0419|---------------------------------------------------------------------|
 CT0419| PID    Reference Object                     Distance      Geod. Az  |
 CT0419|                                                           dddmmss.s |
 CT0419| CT0420 RAID RM 1                            23.491 METERS 03615     |
 CT0419| CT0421 RAID RM 2                            29.378 METERS 07746     |
 CT0419| CT0425 ESTATE                              APPROX. 1.2 KM 2904102.3 |
 CT0419| CT0423 RAID AZ MK                                         3540219.3 |
 CT0419|---------------------------------------------------------------------|
 CT0419
 CT0419                          SUPERSEDED SURVEY CONTROL
 CT0419
 CT0419  NAD 83(1986)-  32 22 53.80658(N)    099 27 38.58954(W) AD(       ) 2
 CT0419  NAD 27      -  32 22 53.35130(N)    099 27 37.30610(W) AD(       ) 2
 CT0419  NGVD 29 (??/??/92)  596.18   (m)         1956.0    (f) COMPUTED    1 2
 CT0419
 CT0419.Superseded values are not recommended for survey control.
 CT0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0419.See file dsdata.txt to determine how the superseded data were derived.
 CT0419
 CT0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA5666382829(NAD 83)
 CT0419_MARKER: DS = TRIANGULATION STATION DISK
 CT0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0419_SP_SET: CONCRETE MANHOLE
 CT0419_STAMPING: RAID 1961
 CT0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0419
 CT0419  HISTORY     - Date     Condition        Report By
 CT0419  HISTORY     - 1961     MONUMENTED       CGS
 CT0419  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0419
 CT0419                          STATION DESCRIPTION
 CT0419
 CT0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0419'4.85 MI SE FROM CLYDE.
 CT0419'0.05 MILE EAST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE,
 CT0419'THENCE 0.4 MILE NORTH ALONG OAK STREET, THENCE 2.25 MILES EAST ALONG
 CT0419'U.S. HIGHWAY 80, THENCE 1.45 MILES SOUTH ALONG A DIRT ROAD, THENCE
 CT0419'0.35 MILE WEST ALONG FARM ROAD 18, THENCE 0.35 MILE SOUTH ALONG PAVED
 CT0419'ROAD, 96.4 FEET SOUTHWEST OF R.M. 2, SET IN TOP OF A CONCRETE MANHOLE,
 CT0419'WHICH PROJECTS 1 FOOT.
 CT0419
 CT0419                          STATION RECOVERY (2001)
 CT0419
 CT0419'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0423 ***********************************************************************
 CT0423  DESIGNATION -  RAID AZ MK
 CT0423  PID         -  CT0423
 CT0423  STATE/COUNTY-  TX/CALLAHAN
 CT0423  USGS QUAD   -  BAIRD (1966)
 CT0423
 CT0423                         *CURRENT SURVEY CONTROL
 CT0423  ___________________________________________________________________
 CT0423* NAD 83(1986)-  32 23 10.     (N)    099 27 40.     (W)     SCALED    
 CT0423* NAVD 88     -       597.064  (meters)    1958.87   (feet)  ADJUSTED  
 CT0423  ___________________________________________________________________
 CT0423  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CT0423  DYNAMIC HT  -         596.282 (meters)    1956.30  (feet)  COMP
 CT0423  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 CT0423
 CT0423  VERT ORDER  -  FIRST     CLASS II
 CT0423
 CT0423.The horizontal coordinates were scaled from a topographic map and have
 CT0423.an estimated accuracy of +/- 6 seconds.
 CT0423
 CT0423.The orthometric height was determined by differential leveling
 CT0423.and adjusted by the National Geodetic Survey in June 1991..
 CT0423
 CT0423.The geoid height was determined by GEOID03.
 CT0423
 CT0423.The dynamic height is computed by dividing the NAVD 88
 CT0423.geopotential number by the normal gravity value computed on the
 CT0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0423.degrees latitude (g = 980.6199 gals.).
 CT0423
 CT0423.The modeled gravity was interpolated from observed gravity values.
 CT0423
 CT0423;                    North         East    Units  Estimated Accuracy
 CT0423;SPC TXNC     - 2,080,190.      509,570.      MT  (+/- 180 meters Scaled)
 CT0423
 CT0423                          SUPERSEDED SURVEY CONTROL
 CT0423
 CT0423  NGVD 29 (??/??/92)  596.887  (m)         1958.29   (f) ADJ UNCH    1 2
 CT0423
 CT0423.Superseded values are not recommended for survey control.
 CT0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0423.See file dsdata.txt to determine how the superseded data were derived.
 CT0423
 CT0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA566833(NAD 83)
 CT0423_MARKER: DB = BENCH MARK DISK
 CT0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0423_STAMPING: RAID 1961
 CT0423_MARK LOGO: CGS   
 CT0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0423+STABILITY: SURFACE MOTION
 CT0423
 CT0423  HISTORY     - Date     Condition        Report By
 CT0423  HISTORY     - 1961     MONUMENTED       CGS
 CT0423  HISTORY     - 20011014 GOOD             USPSQD
 CT0423
 CT0423                          STATION DESCRIPTION
 CT0423
 CT0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0423'4.5 MI SE FROM CLYDE.
 CT0423'0.05 MILE EAST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE,
 CT0423'THENCE 0.4 MILE NORTH ALONG OAK STREET, THENCE 2.25 MILES EAST ALONG
 CT0423'U.S. HIGHWAY 80, THENCE 1.45 MILES SOUTH ALONG A DIRT ROAD, THENCE
 CT0423'0.35 MILE WEST ALONG FARM ROAD 18, 84 FEET SOUTH OF THE HIGHWAY, 48
 CT0423'FEET WEST OF A PAVED ROAD, 1.7 FEET NORTH OF A METAL WITNESS POST WITH
 CT0423'SIGN, 0.9 FOOT EAST OF RIGHT OF WAY FENCE, SET IN TOP OF A SQUARE
 CT0423'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 CT0423
 CT0423                          STATION RECOVERY (2001)
 CT0423
 CT0423'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0420 ***********************************************************************
 CT0420  DESIGNATION -  RAID RM 1
 CT0420  PID         -  CT0420
 CT0420  STATE/COUNTY-  TX/CALLAHAN
 CT0420  USGS QUAD   -  BAIRD (1966)
 CT0420
 CT0420                         *CURRENT SURVEY CONTROL
 CT0420  ___________________________________________________________________
 CT0420* NAD 83(1986)-  32 22 52.     (N)    099 27 40.     (W)     SCALED    
 CT0420* NAVD 88     -       596.594  (meters)    1957.33   (feet)  ADJUSTED  
 CT0420  ___________________________________________________________________
 CT0420  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CT0420  DYNAMIC HT  -         595.812 (meters)    1954.76  (feet)  COMP
 CT0420  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 CT0420
 CT0420  VERT ORDER  -  FIRST     CLASS II
 CT0420
 CT0420.The horizontal coordinates were scaled from a topographic map and have
 CT0420.an estimated accuracy of +/- 6 seconds.
 CT0420
 CT0420.The orthometric height was determined by differential leveling
 CT0420.and adjusted by the National Geodetic Survey in June 1991..
 CT0420
 CT0420.The geoid height was determined by GEOID03.
 CT0420
 CT0420.The dynamic height is computed by dividing the NAVD 88
 CT0420.geopotential number by the normal gravity value computed on the
 CT0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0420.degrees latitude (g = 980.6199 gals.).
 CT0420
 CT0420.The modeled gravity was interpolated from observed gravity values.
 CT0420
 CT0420;                    North         East    Units  Estimated Accuracy
 CT0420;SPC TXNC     - 2,079,640.      509,570.      MT  (+/- 180 meters Scaled)
 CT0420
 CT0420                          SUPERSEDED SURVEY CONTROL
 CT0420
 CT0420  NGVD 29 (??/??/92)  596.42   (m)         1956.8    (f) COMPUTED    1 2
 CT0420
 CT0420.Superseded values are not recommended for survey control.
 CT0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0420.See file dsdata.txt to determine how the superseded data were derived.
 CT0420
 CT0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA566827(NAD 83)
 CT0420_MARKER: DR = REFERENCE MARK DISK
 CT0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0420_SP_SET: MISSILE PAD
 CT0420_STAMPING: RAID NO 1 1961
 CT0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0420
 CT0420  HISTORY     - Date     Condition        Report By
 CT0420  HISTORY     - 1961     MONUMENTED       CGS
 CT0420  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0420
 CT0420                          STATION DESCRIPTION
 CT0420
 CT0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0420'4.85 MI SE FROM CLYDE.
 CT0420'0.05 MILE EAST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE,
 CT0420'THENCE 0.4 MILE NORTH ALONG OAK STREET, THENCE 2.25 MILES EAST ALONG
 CT0420'U.S. HIGHWAY 80, THENCE 1.45 MILES SOUTH ALONG A DIRT ROAD, THENCE
 CT0420'0.35 MILE WEST ALONG FARM ROAD 18, THENCE 0.35 MILE SOUTH ALONG A
 CT0420'PAVED ROAD, 77.1 FEET NORTH OF A TRIANGULATION STATION, 2.6 FEET EAST
 CT0420'OF THE WEST EDGE OF MISSILE PAD, 0.4 FOOT NORTH OF THE SOUTH EDGE OF
 CT0420'MISSILE PAD, SET IN A DRILLHOLE IN TOP OF MISSILE PAD.
 CT0420
 CT0420                          STATION RECOVERY (2001)
 CT0420
 CT0420'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0421 ***********************************************************************
 CT0421  DESIGNATION -  RAID RM 2
 CT0421  PID         -  CT0421
 CT0421  STATE/COUNTY-  TX/CALLAHAN
 CT0421  USGS QUAD   -  BAIRD (1966)
 CT0421
 CT0421                         *CURRENT SURVEY CONTROL
 CT0421  ___________________________________________________________________
 CT0421* NAD 83(1986)-  32 22 52.     (N)    099 27 40.     (W)     SCALED    
 CT0421* NAVD 88     -       596.665  (meters)    1957.56   (feet)  ADJUSTED  
 CT0421  ___________________________________________________________________
 CT0421  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CT0421  DYNAMIC HT  -         595.884 (meters)    1955.00  (feet)  COMP
 CT0421  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 CT0421
 CT0421  VERT ORDER  -  FIRST     CLASS II
 CT0421
 CT0421.The horizontal coordinates were scaled from a topographic map and have
 CT0421.an estimated accuracy of +/- 6 seconds.
 CT0421
 CT0421.The orthometric height was determined by differential leveling
 CT0421.and adjusted by the National Geodetic Survey in June 1991..
 CT0421
 CT0421.The geoid height was determined by GEOID03.
 CT0421
 CT0421.The dynamic height is computed by dividing the NAVD 88
 CT0421.geopotential number by the normal gravity value computed on the
 CT0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0421.degrees latitude (g = 980.6199 gals.).
 CT0421
 CT0421.The modeled gravity was interpolated from observed gravity values.
 CT0421
 CT0421;                    North         East    Units  Estimated Accuracy
 CT0421;SPC TXNC     - 2,079,640.      509,570.      MT  (+/- 180 meters Scaled)
 CT0421
 CT0421                          SUPERSEDED SURVEY CONTROL
 CT0421
 CT0421  NGVD 29 (??/??/92)  596.49   (m)         1957.0    (f) COMPUTED    1 2
 CT0421
 CT0421.Superseded values are not recommended for survey control.
 CT0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0421.See file dsdata.txt to determine how the superseded data were derived.
 CT0421
 CT0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA566827(NAD 83)
 CT0421_MARKER: DR = REFERENCE MARK DISK
 CT0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0421_SP_SET: MISSILE PAD
 CT0421_STAMPING: RAID NO 2 1961
 CT0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0421
 CT0421  HISTORY     - Date     Condition        Report By
 CT0421  HISTORY     - 1961     MONUMENTED       CGS
 CT0421  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0421
 CT0421                          STATION DESCRIPTION
 CT0421
 CT0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0421'4.85 MI SE FROM CLYDE.
 CT0421'0.05 MILE EAST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE,
 CT0421'THENCE 0.4 MILE NORTH ALONG OAK STREET, THENCE 2.25 MILES EAST ALONG
 CT0421'U.S. HIGHWAY 80, THENCE 1.45 MILES SOUTH ALONG A DIRT ROAD, THENCE
 CT0421'0.35 MILE WEST ALONG FARM ROAD 18, THENCE 0.35 MILE SOUTH ALONG A
 CT0421'PAVED ROAD, 96.4 FEET NORTHEAST OF A TRIANGULATION STATION, 4.6 FEET
 CT0421'WEST OF THE EAST EDGE OF MISSILE PAD, 4.3 FEET EAST OF THE WEST EDGE
 CT0421'OF PAD, 0.6 FOOT SOUTH OF IRON GRATING, SET IN A DRILLHOLE IN TOP OF
 CT0421'CONCRETE MISSILE PAD.
 CT0421
 CT0421                          STATION RECOVERY (2001)
 CT0421
 CT0421'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0209 ***********************************************************************
 AN0209  DESIGNATION -  RAIL
 AN0209  PID         -  AN0209
 AN0209  STATE/COUNTY-  TX/MATAGORDA
 AN0209  USGS QUAD   -  PALACIOS (1995)
 AN0209
 AN0209                         *CURRENT SURVEY CONTROL
 AN0209  ___________________________________________________________________
 AN0209* NAD 83(1993)-  28 44 34.01108(N)    096 13 06.00796(W)     ADJUSTED  
 AN0209* NAVD 88     -         5.37   (+/-2cm)      17.6    (feet)  VERTCON   
 AN0209  ___________________________________________________________________
 AN0209  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AN0209  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0209
 AN0209  HORZ ORDER  -  SECOND
 AN0209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0209
 AN0209.The horizontal coordinates were established by classical geodetic methods
 AN0209.and adjusted by the National Geodetic Survey in February 1996..
 AN0209
 AN0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0209.The vertical order pertains to the NGVD 29 superseded value.
 AN0209
 AN0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0209
 AN0209.The geoid height was determined by GEOID03.
 AN0209
 AN0209;                    North         East     Units Scale Factor Converg.
 AN0209;SPC TXSC     - 4,104,023.539   871,662.266   MT  0.99991625   +1 21 46.0
 AN0209;SPC TXSC     -13,464,617.23  2,859,778.62   sFT  0.99991625   +1 21 46.0
 AN0209;UTM  14      - 3,182,661.202   771,659.725   MT  1.00051084   +1 20 18.5
 AN0209
 AN0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0209!SPC TXSC     -   1.00000337  x   0.99991625  =   0.99991962
 AN0209!UTM  14      -   1.00000337  x   1.00051084  =   1.00051421
 AN0209
 AN0209|---------------------------------------------------------------------|
 AN0209| PID    Reference Object                     Distance      Geod. Az  |
 AN0209|                                                           dddmmss.s |
 AN0209| AN0211 RAIL RM 2                            29.850 METERS 07835     |
 AN0209| AN2209 OIL DERRICK                         APPROX.15.4 KM 0995507.4 |
 AN0209| AN2227 LIGGETTS CONCRETE SILO              APPROX. 4.1 KM 1090741.8 |
 AN0209| AN2229 MALLORYS HOUSE TOWER                APPROX. 3.7 KM 1264924.9 |
 AN0209| AN2226 PALACIOS FIRST METH CH STEEPLE      APPROX. 4.2 KM 1731946.5 |
 AN0209| AN2230 PALACIOS MUNICIPAL TANK             APPROX. 4.4 KM 1774157.2 |
 AN0209| AN2232 CAMP HULEN TANK                     APPROX. 5.8 KM 2090508.7 |
 AN0209| AN2235 HOUSE UNTENANTED CHIMNEY            APPROX. 7.2 KM 2205340.1 |
 AN0209| AN2233 HARRISONS SILO                      APPROX. 2.7 KM 2872552.5 |
 AN0209| AN0212 RAIL RM 3                            18.455 METERS 34302     |
 AN0209| AN0210 RAIL RM 1                            15.720 METERS 35345     |
 AN0209| AN2207 SECTION HOUSE CHIMNEY               APPROX. 1.5 KM 3583817.7 |
 AN0209|---------------------------------------------------------------------|
 AN0209
 AN0209                          SUPERSEDED SURVEY CONTROL
 AN0209
 AN0209  NAD 83(1986)-  28 44 34.02193(N)    096 13 05.97913(W) AD(       ) 2
 AN0209  NAD 27      -  28 44 33.06200(N)    096 13 05.09900(W) AD(       ) 2
 AN0209  NGVD 29 (??/??/92)    5.436  (m)           17.83   (f) ADJ UNCH    2 0
 AN0209
 AN0209.Superseded values are not recommended for survey control.
 AN0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0209.See file dsdata.txt to determine how the superseded data were derived.
 AN0209
 AN0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7166082661(NAD 83)
 AN0209_MARKER: DS = TRIANGULATION STATION DISK
 AN0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0209_STAMPING: RAIL 1934
 AN0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0209+STABILITY: SURFACE MOTION
 AN0209
 AN0209  HISTORY     - Date     Condition        Report By
 AN0209  HISTORY     - 1934     MONUMENTED       CGS
 AN0209  HISTORY     - 1934     GOOD             CGS
 AN0209  HISTORY     - 1937     GOOD             TXHD
 AN0209  HISTORY     - 1941     GOOD             CGS
 AN0209  HISTORY     - 1947     GOOD             CGS
 AN0209  HISTORY     - 1954     GOOD             CGS
 AN0209  HISTORY     - 1958     GOOD             DOWCO
 AN0209  HISTORY     - 1962     GOOD             CGS
 AN0209  HISTORY     - 1963     GOOD             CGS
 AN0209  HISTORY     - 1991     POOR             USPSQD
 AN0209
 AN0209                          STATION DESCRIPTION
 AN0209
 AN0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN0209'ON THE E SIDE OF SOUTHERN PACIFIC CO. RAILROAD TRACKS, ABOUT
 AN0209'2.8 MILES N OF PALACIOS, AND 0.6 MILE W OF STATE HIGHWAY
 AN0209'58 (PALACIOS-BLESSING).  IT IS 16.9 METERS E OF CENTER LINE
 AN0209'OF RAILROAD TRACKS, 7.5 METERS S OF CENTER LINE OF SECTION-LINE
 AN0209'ROAD, 2 METERS SE OF THE INTERSECTION OF THE E RIGHT-OF-WAY
 AN0209'FENCE OF THE RAILROAD AND THE S FENCE OF THE SECTION-LINE
 AN0209'ROAD.
 AN0209'
 AN0209'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN0209'SET IN CONCRETE.
 AN0209'
 AN0209'REFERENCE MARK 1 IS NEAR THE INTERSECTION OF THE E RIGHT-OF-WAY
 AN0209'LINE OF THE RAILROAD AND THE N FENCELINE OF SECTION-LINE
 AN0209'ROAD ABOUT 6 METERS N OF THE CENTER LINE OF THE ROAD, AND
 AN0209'15 METERS E OF THE CENTER LINE OF THE RAILROAD TRACKS.  MARK
 AN0209'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 AN0209'
 AN0209'REFERENCE MARK 2 IS IN THE S FENCELINE OF THE ROAD, ABOUT
 AN0209'6 METERS FROM THE CENTER LINE OF THE ROAD, AND 46.8 METERS
 AN0209'E OF THE CENTER LINE OF THE RAILROAD TRACKS.  MARK PROJECTS
 AN0209'ABOUT 4 INCHES ABOVE GROUND.
 AN0209
 AN0209                          STATION RECOVERY (1934)
 AN0209
 AN0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AN0209'3.1 MI NE FROM PALACIOS.
 AN0209'3.1 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0209'ORLEANS RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, THENCE 0.4
 AN0209'MILE WEST ALONG A ROAD.  AT THE CROSSING OF THE T. AND N.O.R.R. AND A
 AN0209'SECTION-LINE ROAD, 55.5 FEET EAST OF THE CENTER LINE OF THE TRACK, 24
 AN0209'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT A SOUTHEAST FENCE
 AN0209'CORNER, 6.5 FEET EAST OF THE NORTH-AND-SOUTH FENCE, 3 FEET SOUTH OF
 AN0209'THE EAST-AND-WEST FENCE, AND 4 FEET EAST OF A WHITE WOODEN WITNESS
 AN0209'POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED RAIL 1934 AND
 AN0209'SET IN THE TOP OF A CONCRETE POST.
 AN0209
 AN0209                          STATION RECOVERY (1937)
 AN0209
 AN0209'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN0209'STATION MARK AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AN0209'
 AN0209'FROM SOUTHERN PACIFIC RAILROAD STATION IN PALACIOS GO E ON
 AN0209'STATE HIGHWAY 35 FOR 0.5 MILE, TURN LEFT AND CONTINUE ON
 AN0209'STATE HIGHWAY 35 FOR 2.9 MILES TO A COUNTY ROAD CROSSING
 AN0209'THE HIGHWAY.  TURN LEFT ON COUNTY ROAD FOR 0.5 MILE TO RAILROAD
 AN0209'CROSSING AND STATION ON LEFT.
 AN0209
 AN0209                          STATION RECOVERY (1941)
 AN0209
 AN0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 AN0209'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0209'CONDITION.  DISTANCES TO REFERENCE MARKS CHECKED.
 AN0209'
 AN0209'STATION IS 0.5 MILE W OF STATE HIGHWAY 35, 6.5 FEET E OF RAILROAD
 AN0209'RIGHT-OF-WAY FENCE, 3 FEET S OF SECTION-LINE FENCE ON THE
 AN0209'S SIDE OF THE ROAD, AND 4 FEET E OF A 4- BY 4-INCH WOODEN
 AN0209'WITNESS POST.  MARK IS STAMPED RAIL 1934 AND PROJECTS ABOUT
 AN0209'0.3 FOOT.
 AN0209'
 AN0209'REFERENCE MARK 1 IS 25.7 FEET N OF THE CENTER LINE OF SECTION-LINE
 AN0209'ROAD, 5.6 FEET N OF SECTION-LINE FENCE ON THE N SIDE OF THE
 AN0209'ROAD, AND 1.8 FEET W OF RAILROAD RIGHT-OF-WAY FENCE.  IT IS
 AN0209'STAMPED RAIL NO 1 1934.
 AN0209'
 AN0209'REFERENCE MARK 2 IS 22 FEET S OF THE CENTER LINE OF SECTION-LINE
 AN0209'ROAD, 16 FEET W OF POWER-TRANSMISSION LINE POLE, AND 1 FOOT
 AN0209'S OF FENCELINE.  IT IS STAMPED RAIL NO 2 1934.
 AN0209
 AN0209                          STATION RECOVERY (1947)
 AN0209
 AN0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN0209'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 AN0209'CONDITION.
 AN0209
 AN0209                          STATION RECOVERY (1954)
 AN0209
 AN0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (BDP)
 AN0209'STATION RECOVERED AS DESCRIBED.
 AN0209
 AN0209                          STATION RECOVERY (1958)
 AN0209
 AN0209'RECOVERY NOTE BY DOW CHEMICAL COMPANY 1958 (EWM)
 AN0209'RECOVERY BY E.W. MEYER, REFERENCE TO LETTER FROM HERMAN D.
 AN0209'SMITH, SURVEYOR, DOW CHEMICAL COMPANY, DATED APRIL 30, 1958.
 AN0209'
 AN0209'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN0209
 AN0209                          STATION RECOVERY (1962)
 AN0209
 AN0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JRN)
 AN0209'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN0209'
 AN0209'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.  REFERENCE MARK
 AN0209'NO. 2 COULD NOT BE LOCATED.  DIRECTIONS FOR PROCEEDING TO
 AN0209'STATION SITE ARE CORRECT.
 AN0209
 AN0209                          STATION RECOVERY (1963)
 AN0209
 AN0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AN0209'STATION RECOVERED.  STATION MARK FOUND IN GOOD CONDITION,
 AN0209'REFERENCE MARK 1 FOUND DESTROYED POST WAS LAYING ON TOP
 AN0209'THE GROUND, REFERENCE MARK 2 FOUND INTACT BUT APPEARS IT
 AN0209'MAY HAVE BEEN TILTED AS THE TOP OF THE CONCRETE POST IS NOW
 AN0209'AT A SLIGHT INCLINE.  MEASUREMENTS TO REFERENCE 2 FAILED
 AN0209'TO CHECK 1934 DISTANCE FROM STATION MARK.
 AN0209'
 AN0209'REFERENCE MARK 3 WAS ESTABLISHED.  ALSO DUE TO ROAD IMPROVEMENT
 AN0209'AND FENCELINES MOVED THE FOLLOWING NOTES ARE IN ORDER.
 AN0209'
 AN0209'STATION MARK IS A STANDARD DISK STAMPED RAIL 1934 SET IN
 AN0209'TOP OF 12 X 12-INCH CONCRETE POST, PROJECTING 2 INCHES, 53
 AN0209'FEET EAST OF THE EAST RAIL OF RAILROAD TRACK, 26 FEET SOUTH
 AN0209'FROM CENTER OF EAST-WEST SHELL ROAD, 5.5 FEET EAST OF FENCE
 AN0209'CORNER POST AND BENEATH THE FENCELINE.
 AN0209'
 AN0209'REFERENCE MARK 2 A STANDARD DISK STAMPED RAIL NO 2 1934 SET
 AN0209'IN TOP OF 10 X 10-INCH CONCRETE POST FLUSH WITH THE SURFACE,
 AN0209'29.850 METERS (97.95 FEET) EAST FROM STATION, 17 FEET WEST
 AN0209'OF POWER POLE, 21 FEET SOUTH FROM CENTER OF SHELL ROAD AND
 AN0209'3 FEET NORTH OF THE RIGHT-OF-WAY FENCELINE.
 AN0209'
 AN0209'REFERENCE MARK 3 (SET 1963) A STANDARD DISK STAMPED RAIL NO
 AN0209'3 1934 SET IN TOP OF 10 X 10-INCH CONCRETE POST PROJECTING
 AN0209'4 INCHES, 60.55 FEET NORTH-NORTHWEST OF STATION, 2 FEET WEST
 AN0209'OF A NORT-SOUTH FENCE, 35.4 FEET NORTH FROM CENTER OF THE
 AN0209'EAST-WEST SHELL ROAD, AND 45.4 FEET EAST FROM THE EAST RAIL
 AN0209'OF RAILWAY.
 AN0209'
 AN0209'TO REACH FROM JUNCTION OF STATE HIGHWAY 35 LOOP 141 AT NORTHEAST
 AN0209'EDGE OF PALACIOS, GO NORTH ON STATE HIGHWAY 35 FOR 2.0 MILES
 AN0209'TO CROSS ROAD.  TURN LEFT, GO WEST 0.5 MILE ON SHELL ROAD
 AN0209'TO STATION ON LEFT (SOUTH).
 AN0209
 AN0209                          STATION RECOVERY (1991)
 AN0209
 AN0209'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0209'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0511 ***********************************************************************
 DP0511  DESIGNATION -  RAIL
 DP0511  PID         -  DP0511
 DP0511  STATE/COUNTY-  TX/COTTLE
 DP0511  USGS QUAD   -  GROW NW (1981)
 DP0511
 DP0511                         *CURRENT SURVEY CONTROL
 DP0511  ___________________________________________________________________
 DP0511* NAD 83(1993)-  33 59 22.94590(N)    100 24 18.36819(W)     ADJUSTED  
 DP0511* NAVD 88     -       618.     (meters)    2028.     (feet)  SCALED    
 DP0511  ___________________________________________________________________
 DP0511  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DP0511  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DP0511
 DP0511  HORZ ORDER  -  THIRD
 DP0511
 DP0511.The horizontal coordinates were established by classical geodetic methods
 DP0511.and adjusted by the National Geodetic Survey in February 1996..
 DP0511
 DP0511.The orthometric height was scaled from a topographic map.
 DP0511
 DP0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0511
 DP0511.The geoid height was determined by GEOID03.
 DP0511
 DP0511;                    North         East     Units Scale Factor Converg.
 DP0511;SPC TXNC     - 2,259,211.275   423,984.811   MT  1.00000651   -1 02 20.5
 DP0511;SPC TXNC     - 7,412,095.66  1,391,023.50   sFT  1.00000651   -1 02 20.5
 DP0511;UTM  14      - 3,761,904.460   370,221.285   MT  0.99980762   -0 47 08.2
 DP0511
 DP0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0511!SPC TXNC     -   0.99990731  x   1.00000651  =   0.99991381
 DP0511!UTM  14      -   0.99990731  x   0.99980762  =   0.99971494
 DP0511
 DP0511:                Primary Azimuth Mark                     Grid Az
 DP0511:SPC TXNC     -  PADUCAH TV SIGNAL SERVICE MST            078 17 53.3
 DP0511:UTM  14      -  PADUCAH TV SIGNAL SERVICE MST            078 02 41.0
 DP0511
 DP0511|---------------------------------------------------------------------|
 DP0511| PID    Reference Object                     Distance      Geod. Az  |
 DP0511|                                                           dddmmss.s |
 DP0511| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX. 8.8 KM 0771532.8 |
 DP0511| CX8017 RAIL AZ MK                                         0865749.8 |
 DP0511| CX8018 RAIL RM 1                             7.526 METERS 10115     |
 DP0511| CX8019 RAIL RM 2                             6.952 METERS 28219     |
 DP0511|---------------------------------------------------------------------|
 DP0511
 DP0511                          SUPERSEDED SURVEY CONTROL
 DP0511
 DP0511  NAD 83(1993)-  33 59 22.94747(N)    100 24 18.36780(W) AD(       ) 3
 DP0511  NAD 83(1986)-  33 59 22.95158(N)    100 24 18.36111(W) AD(       ) 3
 DP0511  NAD 27      -  33 59 22.67077(N)    100 24 16.93783(W) AD(       ) 3
 DP0511
 DP0511.Superseded values are not recommended for survey control.
 DP0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0511.See file dsdata.txt to determine how the superseded data were derived.
 DP0511
 DP0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7022161904(NAD 83)
 DP0511_MARKER: DS = TRIANGULATION STATION DISK
 DP0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0511
 DP0511  HISTORY     - Date     Condition        Report By
 DP0511  HISTORY     - 1965     MONUMENTED       CGS
 DP0511
 DP0511                          STATION DESCRIPTION
 DP0511
 DP0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 DP0511'THE STATION IS ABOUT 24 MILES EAST OF MATADOR, 8 MILES NORTH OF
 DP0511'DELWIN, 6 MILES WEST-SOUTHWEST OF PADUCAH, ON THE SOUTH RIGHT-OF-WAY
 DP0511'OF THE QUANAH ACME AND PACIFIC RAILROAD.
 DP0511'
 DP0511'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62, 70 AND 83
 DP0511'IN PADUCAH, GO WEST ON HIGHWAY 62 AND 70 FOR 4.75 MILES TO A
 DP0511'CROSSROAD AND FARM ROAD 1037.  CONTINUE WEST ON THE HIGHWAY FOR 1.0
 DP0511'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD
 DP0511'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO
 DP0511'WEST ON A TRACK ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 DP0511'
 DP0511'THE STATION MARK IS A STANDARD DISK, STAMPED RAIL 1964, SET IN THE
 DP0511'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER.  IT IS 59.6 FEET
 DP0511'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 18.3 FEET NORTH OF
 DP0511'AN EAST-WEST FENCE, 25.5 FEET SOUTH OF THE CENTERLINE OF A TRACK
 DP0511'ROAD AND 5.5 FEET NORTH OF A WITNESS POST.  MARK PROJECTS 6
 DP0511'INCHES.
 DP0511'
 DP0511'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RAIL NO 1 1964, SET IN
 DP0511'THE TOP OF ROUND CONCRETE POST 12 INCHES IN DIAMETER.  IT IS 60.6
 DP0511'FEET SOUTH OF THE SOUTH RAIL, 15.8 FEET NORTH OF THE FENCE, 27.9
 DP0511'FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD AND ABOUT 1 FOOT
 DP0511'HIGHER IN ELEVATION THAN THE STATION.  THE MARK PROJECTS 6 INCHES.
 DP0511'
 DP0511'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RAIL NO 2 1964, SET IN
 DP0511'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 DP0511'PROJECTING 6 INCHES.  IT IS 57.2 FEET SOUTH OF THE SOUTH RAIL, 18.1
 DP0511'FEET NORTH OF THE FENCE, 23.4 FEET SOUTH OF THE CENTERLINE OF THE
 DP0511'TRACK ROAD AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 DP0511'
 DP0511'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RAIL 1964, SET IN THE
 DP0511'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING 4
 DP0511'INCHES.  IT IS ABOUT 150 FEET SOUTH OF THE SOUTH RAIL OF THE
 DP0511'RAILROAD TRACK, 2.4 FEET SOUTH OF A WITNESS POST, 24.0 FEET WEST OF
 DP0511'THE CENTERLINE OF THE GRAVELED ROAD AND 2.0 FEET NORTH OF A
 DP0511'POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6341 ***********************************************************************
 AW6341  DESIGNATION -  RAIL 1930
 AW6341  PID         -  AW6341
 AW6341  STATE/COUNTY-  TX/HARRIS
 AW6341  USGS QUAD   -  LA PORTE (1982)
 AW6341
 AW6341                         *CURRENT SURVEY CONTROL
 AW6341  ___________________________________________________________________
 AW6341* NAD 83(1993)-  29 40 43.59516(N)    095 00 25.31907(W)     ADJUSTED  
 AW6341* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6341  ___________________________________________________________________
 AW6341  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AW6341  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6341
 AW6341  HORZ ORDER  -  THIRD
 AW6341
 AW6341.The horizontal coordinates were established by classical geodetic methods
 AW6341.and adjusted by the National Geodetic Survey in February 1996..
 AW6341
 AW6341.The orthometric height was scaled from a topographic map.
 AW6341
 AW6341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6341
 AW6341.The geoid height was determined by GEOID03.
 AW6341
 AW6341;                    North         East     Units Scale Factor Converg.
 AW6341;SPC TXSC     - 4,211,121.502   986,380.250   MT  0.99988119   +1 57 22.3
 AW6341;SPC TXSC     -13,815,987.79  3,236,149.20   sFT  0.99988119   +1 57 22.3
 AW6341;UTM  15      - 3,284,876.742   305,785.537   MT  1.00006542   -0 59 38.6
 AW6341
 AW6341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6341!SPC TXSC     -   1.00000332  x   0.99988119  =   0.99988451
 AW6341!UTM  15      -   1.00000332  x   1.00006542  =   1.00006874
 AW6341
 AW6341                          SUPERSEDED SURVEY CONTROL
 AW6341
 AW6341  NAD 83(1986)-  29 40 43.61149(N)    095 00 25.29992(W) AD(       ) 3
 AW6341  NAD 27      -  29 40 42.78735(N)    095 00 24.55646(W) AD(       ) 3
 AW6341
 AW6341.Superseded values are not recommended for survey control.
 AW6341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6341.See file dsdata.txt to determine how the superseded data were derived.
 AW6341
 AW6341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0578684877(NAD 83)
 AW6341_MARKER: B = BOLT
 AW6341_SETTING: 0 = UNSPECIFIED SETTING
 AW6341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6341
 AW6341  HISTORY     - Date     Condition        Report By
 AW6341  HISTORY     - 1930     MONUMENTED       CGS
 AW6341  HISTORY     - 1934     GOOD             TXGS
 AW6341  HISTORY     - 1952     GOOD             CGS
 AW6341  HISTORY     - 1961     MARK NOT FOUND   CGS
 AW6341  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6341  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW6341
 AW6341                          STATION DESCRIPTION
 AW6341
 AW6341'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6341'LOCATED ABOUT 165 METERS S OF TURNING BASIN ON THE BARBER
 AW6341'DEVELOPMENT AT MORGAN POINT.  STATION IS 15 METERS N OF
 AW6341'THE G.H. AND S.A. R.R., 16 METERS S OF A NARROW SHELL ROAD,
 AW6341'ABOUT 222 METERS E OF RAILROAD CROSSING 24 C.  ABOUT 100 METERS
 AW6341'TO THE W IS A SMALL CLUMP OF MOSS-COVERED TREES.
 AW6341'
 AW6341'STATION MARK IS AN IRON BOLT SET IN A MASS OF CONCRETE WHICH
 AW6341'IS FLUSH WITH THE TOP OF GROUND.  IT IS A BARBER DEVELOPMENT
 AW6341'MARKER AND ON THEIR BASE LINE IS MARKED 90+00 AND 800 L.
 AW6341'
 AW6341'REFERENCE MARKS ARE 1/2-INCH BRASS RODS SET IN THE TOPS OF
 AW6341'4-INCH-SQUARE CONCRETE POSTS PROJECTING 3 INCHES ABOVE THE
 AW6341'GROUND.
 AW6341'
 AW6341'REFERENCE MARK 1 IS 11.500 METERS FROM STATION N 12 DEG W.
 AW6341'
 AW6341'REFERENCE MARK 2 IS 12.220 METERS FROM STATION S 57 DEG W.
 AW6341
 AW6341                          STATION RECOVERY (1934)
 AW6341
 AW6341'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6341'STATION RECOVERED.  IT IS 176 METERS E OF CATTLE GUARD 24B
 AW6341'ON G.H. AND S.A. R.R.
 AW6341'
 AW6341'STATION IS 94.5 METERS E OF RAILROAD CROSSING INSTEAD OF
 AW6341'222 METERS.
 AW6341
 AW6341                          STATION RECOVERY (1952)
 AW6341
 AW6341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6341'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW6341'
 AW6341'THE 1930 DESCRIPTION IS ACCURATE AND ADEQUATE.  THE 1934
 AW6341'RECOVERY NOTE SHOULD BE DISREGARDED.  THE RAILROAD IS NOW
 AW6341'ABANDONED AT THIS POINT ALTHOUGH MOST OF THE RAILS ARE STILL
 AW6341'IN PLACE.
 AW6341'
 AW6341'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 225 AND 146 AT
 AW6341'THE SMALL TRAFFIC CIRCLE IN LA PORTE, TRAVEL NE ON HIGHWAY
 AW6341'146 APPROXIMATELY 0.6 MILE TO LOBIT STREET, TURN N AND FOLLOW
 AW6341'THIS STREET (A SHELL TOP ROAD) APPROXIMATELY 0.5 MILE TO
 AW6341'RAILROAD CROSSING.  RECOVER STATION BY 1930 DESCRIPTION
 AW6341'FROM THIS POINT.
 AW6341'
 AW6341'A 4- BY 4-INCH WHITE WOODEN WITNESS POST WAS SET 2 FEET S
 AW6341'OF THE STATION.
 AW6341
 AW6341                          STATION RECOVERY (1961)
 AW6341
 AW6341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6341'LOST.  THE AREA WAS SEARCHED BUT THE STATION WAS NOT FOUND.
 AW6341'A SHELL ROAD HAS BEEN CONSTRUCTED PARALLEL TO THE RAILROAD.
 AW6341'THE REFERENCE DISTANCE FROM THE RAILROAD WOULD PLACE THE
 AW6341'STATION MARK IN THE DITCH, ALONG THE NORTH SIDE OF THE ROAD.
 AW6341'IT IS BELIEVED ALL MARKS WERE DESTROYED BY THE ROAD CONSTRUCTION.
 AW6341
 AW6341                          STATION RECOVERY (1997)
 AW6341
 AW6341'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6341'MARK NOT FOUND.
 AW6341
 AW6341                          STATION RECOVERY (2005)
 AW6341
 AW6341'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0187 ***********************************************************************
 DP0187  DESIGNATION -  RAIL BOUND 75
 DP0187  PID         -  DP0187
 DP0187  STATE/COUNTY-  TX/MOTLEY
 DP0187  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0187
 DP0187                         *CURRENT SURVEY CONTROL
 DP0187  ___________________________________________________________________
 DP0187* NAD 83(1986)-  33 54 18.     (N)    100 47 07.     (W)     SCALED    
 DP0187* NAVD 88     -       783.404  (meters)    2570.22   (feet)  ADJUSTED  
 DP0187  ___________________________________________________________________
 DP0187  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DP0187  DYNAMIC HT  -         782.447 (meters)    2567.08  (feet)  COMP
 DP0187  MODELED GRAV-     979,389.6   (mgal)                       NAVD 88
 DP0187
 DP0187  VERT ORDER  -  SECOND    CLASS 0
 DP0187
 DP0187.The horizontal coordinates were scaled from a topographic map and have
 DP0187.an estimated accuracy of +/- 6 seconds.
 DP0187
 DP0187.The orthometric height was determined by differential leveling
 DP0187.and adjusted by the National Geodetic Survey in June 1991..
 DP0187
 DP0187.The geoid height was determined by GEOID03.
 DP0187
 DP0187.The dynamic height is computed by dividing the NAVD 88
 DP0187.geopotential number by the normal gravity value computed on the
 DP0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0187.degrees latitude (g = 980.6199 gals.).
 DP0187
 DP0187.The modeled gravity was interpolated from observed gravity values.
 DP0187
 DP0187;                    North         East    Units  Estimated Accuracy
 DP0187;SPC TXNC     - 2,250,520.      388,660.      MT  (+/- 180 meters Scaled)
 DP0187
 DP0187                          SUPERSEDED SURVEY CONTROL
 DP0187
 DP0187  NGVD 29 (??/??/92)  783.109  (m)         2569.25   (f) ADJ UNCH    2 0
 DP0187
 DP0187.Superseded values are not recommended for survey control.
 DP0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0187.See file dsdata.txt to determine how the superseded data were derived.
 DP0187
 DP0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC349530(NAD 83)
 DP0187_MARKER: DD = SURVEY DISK
 DP0187_SETTING: 0 = UNSPECIFIED SETTING
 DP0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0187
 DP0187  HISTORY     - Date     Condition        Report By
 DP0187  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0187  HISTORY     - 1938     GOOD             NGS
 DP0187  HISTORY     - 1958     GOOD             NGS
 DP0187
 DP0187                          STATION DESCRIPTION
 DP0187
 DP0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 DP0187'4.5 MI E FROM ROARING SPRINGS.
 DP0187'4.5 MILES EAST BY RAIL.  ALONG Q.A. AND P.R.R.  40 FT. WEST OF
 DP0187'MILEPOST NO. 75.  8 FT. NORTH OF NORTH RAIL.  5 1/2 POLES EAST OF A
 DP0187'GRADE CROSSING.  SECTION OF RAIL SET VERTICALLY PAINTED M. P. NO. 75.
 DP0187'NOTE-- THE ROD WAS SET DIRECTLY IN THE CENTER OF THE EYE OF THE I
 DP0187'BEAM.
 DP0187
 DP0187                          STATION RECOVERY (1958)
 DP0187
 DP0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0186 ***********************************************************************
 DP0186  DESIGNATION -  RAIL BOUND 77
 DP0186  PID         -  DP0186
 DP0186  STATE/COUNTY-  TX/MOTLEY
 DP0186  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0186
 DP0186                         *CURRENT SURVEY CONTROL
 DP0186  ___________________________________________________________________
 DP0186* NAD 83(1986)-  33 54 15.     (N)    100 49 07.     (W)     SCALED    
 DP0186* NAVD 88     -       766.722  (meters)    2515.49   (feet)  ADJUSTED  
 DP0186  ___________________________________________________________________
 DP0186  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DP0186  DYNAMIC HT  -         765.784 (meters)    2512.41  (feet)  COMP
 DP0186  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 DP0186
 DP0186  VERT ORDER  -  SECOND    CLASS 0
 DP0186
 DP0186.The horizontal coordinates were scaled from a topographic map and have
 DP0186.an estimated accuracy of +/- 6 seconds.
 DP0186
 DP0186.The orthometric height was determined by differential leveling
 DP0186.and adjusted by the National Geodetic Survey in June 1991..
 DP0186
 DP0186.The geoid height was determined by GEOID03.
 DP0186
 DP0186.The dynamic height is computed by dividing the NAVD 88
 DP0186.geopotential number by the normal gravity value computed on the
 DP0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0186.degrees latitude (g = 980.6199 gals.).
 DP0186
 DP0186.The modeled gravity was interpolated from observed gravity values.
 DP0186
 DP0186;                    North         East    Units  Estimated Accuracy
 DP0186;SPC TXNC     - 2,250,490.      385,580.      MT  (+/- 180 meters Scaled)
 DP0186
 DP0186                          SUPERSEDED SURVEY CONTROL
 DP0186
 DP0186  NGVD 29 (??/??/92)  766.428  (m)         2514.52   (f) ADJ UNCH    2 0
 DP0186
 DP0186.Superseded values are not recommended for survey control.
 DP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0186.See file dsdata.txt to determine how the superseded data were derived.
 DP0186
 DP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC318530(NAD 83)
 DP0186_MARKER: DD = SURVEY DISK
 DP0186_SETTING: 0 = UNSPECIFIED SETTING
 DP0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0186
 DP0186  HISTORY     - Date     Condition        Report By
 DP0186  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0186  HISTORY     - 1938     GOOD             NGS
 DP0186  HISTORY     - 1958     GOOD             NGS
 DP0186
 DP0186                          STATION DESCRIPTION
 DP0186
 DP0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 DP0186'2.5 MI E FROM ROARING SPRINGS.
 DP0186'2.5 MILES EAST BY RAIL.  ALONG THE Q.A. AND P.R.R.  30 FT. EAST OF
 DP0186'MILEPOST NO. 77.  6 FT. NORTH OF NORTH RAIL.  A SECTION OF RAIL SET
 DP0186'VERTICALLY AND PAINTED M. P. 77.  NOTE-- THE ROD WAS SET DIRECTLY IN
 DP0186'THE CENTER OF THE EYE OF THE I BEAM.
 DP0186
 DP0186                          STATION RECOVERY (1958)
 DP0186
 DP0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0185 ***********************************************************************
 DP0185  DESIGNATION -  RAIL BOUND 78
 DP0185  PID         -  DP0185
 DP0185  STATE/COUNTY-  TX/MOTLEY
 DP0185  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0185
 DP0185                         *CURRENT SURVEY CONTROL
 DP0185  ___________________________________________________________________
 DP0185* NAD 83(1986)-  33 54 33.     (N)    100 50 05.     (W)     SCALED    
 DP0185* NAVD 88     -       754.230  (meters)    2474.50   (feet)  ADJUSTED  
 DP0185  ___________________________________________________________________
 DP0185  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DP0185  DYNAMIC HT  -         753.306 (meters)    2471.47  (feet)  COMP
 DP0185  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 DP0185
 DP0185  VERT ORDER  -  SECOND    CLASS 0
 DP0185
 DP0185.The horizontal coordinates were scaled from a topographic map and have
 DP0185.an estimated accuracy of +/- 6 seconds.
 DP0185
 DP0185.The orthometric height was determined by differential leveling
 DP0185.and adjusted by the National Geodetic Survey in June 1991..
 DP0185
 DP0185.The geoid height was determined by GEOID03.
 DP0185
 DP0185.The dynamic height is computed by dividing the NAVD 88
 DP0185.geopotential number by the normal gravity value computed on the
 DP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0185.degrees latitude (g = 980.6199 gals.).
 DP0185
 DP0185.The modeled gravity was interpolated from observed gravity values.
 DP0185
 DP0185;                    North         East    Units  Estimated Accuracy
 DP0185;SPC TXNC     - 2,251,080.      384,100.      MT  (+/- 180 meters Scaled)
 DP0185
 DP0185                          SUPERSEDED SURVEY CONTROL
 DP0185
 DP0185  NGVD 29 (??/??/92)  753.939  (m)         2473.55   (f) ADJ UNCH    2 0
 DP0185
 DP0185.Superseded values are not recommended for survey control.
 DP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0185.See file dsdata.txt to determine how the superseded data were derived.
 DP0185
 DP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC303536(NAD 83)
 DP0185_MARKER: DD = SURVEY DISK
 DP0185_SETTING: 0 = UNSPECIFIED SETTING
 DP0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0185
 DP0185  HISTORY     - Date     Condition        Report By
 DP0185  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0185  HISTORY     - 1938     GOOD             NGS
 DP0185  HISTORY     - 1958     GOOD             NGS
 DP0185
 DP0185                          STATION DESCRIPTION
 DP0185
 DP0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 DP0185'1.5 MI E FROM ROARING SPRINGS.
 DP0185'1.5 MILES EAST BY RAIL.  ALONG Q.A. AND P.R.R.  35 FT. SOUTHEAST OF
 DP0185'MILEPOST NO. 78.  6 FT. NORTH OF NORTH RAIL OF Q.A. AND P.R.R.  A
 DP0185'SECTION OF RAIL SET VERTICALLY IN THE GROUND, AND PAINTED M. P. 78.
 DP0185'NOTE-- THE ROD WAS SET DIRECTLY IN THE CENTER OF THE EYE OF THE I
 DP0185'BEAM.
 DP0185
 DP0185                          STATION RECOVERY (1958)
 DP0185
 DP0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0724 ***********************************************************************
 DQ0724  DESIGNATION -  RAIL ET
 DQ0724  PID         -  DQ0724
 DQ0724  STATE/COUNTY-  TX/TERRY
 DQ0724  USGS QUAD   -  WELLMAN (1969)
 DQ0724
 DQ0724                         *CURRENT SURVEY CONTROL
 DQ0724  ___________________________________________________________________
 DQ0724* NAD 83(1993)-  33 00 55.91207(N)    102 28 09.72222(W)     ADJUSTED  
 DQ0724* NAVD 88     -      1028.1    (meters)    3373.     (feet)  VERTCON   
 DQ0724  ___________________________________________________________________
 DQ0724  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DQ0724  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 DQ0724
 DQ0724  HORZ ORDER  -  SECOND
 DQ0724
 DQ0724.The horizontal coordinates were established by classical geodetic methods
 DQ0724.and adjusted by the National Geodetic Survey in February 1996..
 DQ0724
 DQ0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0724
 DQ0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0724
 DQ0724.The geoid height was determined by GEOID03.
 DQ0724
 DQ0724;                    North         East     Units Scale Factor Converg.
 DQ0724;SPC TXNC     - 2,156,580.215   229,250.272   MT  0.99987282   -2 09 53.5
 DQ0724;SPC TXNC     - 7,075,380.26    752,131.93   sFT  0.99987282   -2 09 53.5
 DQ0724;UTM  13      - 3,655,854.299   736,391.203   MT  1.00028906   +1 22 46.2
 DQ0724
 DQ0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0724!SPC TXNC     -   0.99984219  x   0.99987282  =   0.99971503
 DQ0724!UTM  13      -   0.99984219  x   1.00028906  =   1.00013120
 DQ0724
 DQ0724|---------------------------------------------------------------------|
 DQ0724| PID    Reference Object                     Distance      Geod. Az  |
 DQ0724|                                                           dddmmss.s |
 DQ0724| CQ5526 RAIL ET RM 1                          9.071 METERS 04535     |
 DQ0724| DQ0722 WELLMAN ET                          APPROX. 5.3 KM 0461136.5 |
 DQ0724| CQ5527 RAIL ET RM 2                         10.316 METERS 22537     |
 DQ0724|---------------------------------------------------------------------|
 DQ0724
 DQ0724                          SUPERSEDED SURVEY CONTROL
 DQ0724
 DQ0724  NAD 83(1993)-  33 00 55.91971(N)    102 28 09.71540(W) AD(       ) 2
 DQ0724  NAD 83(1986)-  33 00 55.91969(N)    102 28 09.71546(W) AD(       ) 2
 DQ0724  NAD 27      -  33 00 55.58233(N)    102 28 08.03096(W) AD(       ) 2
 DQ0724  NGVD 29 (07/19/86) 1027.8    (m)         3372.     (f) VERT ANG       
 DQ0724
 DQ0724.Superseded values are not recommended for survey control.
 DQ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0724.See file dsdata.txt to determine how the superseded data were derived.
 DQ0724
 DQ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS3639155854(NAD 83)
 DQ0724_MARKER: DD = SURVEY DISK
 DQ0724_SETTING: 0 = UNSPECIFIED SETTING
 DQ0724
 DQ0724  HISTORY     - Date     Condition        Report By
 DQ0724  HISTORY     - 1968     MONUMENTED       USGS
 DQ0724  HISTORY     - 1984     GOOD             USPSQD
 DQ0724
 DQ0724                          STATION DESCRIPTION
 DQ0724
 DQ0724'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0724'THE STATION IS LOCATED NORTH 45 DEG EAST ABOUT 7.2 MILES AIRLINE
 DQ0724'FROM SEAGRAVES, TEXAS, ON A BLOW RIDGE ON THE NORTHWEST SIDE OF
 DQ0724'U.S. HIGHWAY 62-385.
 DQ0724'
 DQ0724'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY
 DQ0724'83 IN SEAGRAVES, GO 7.2 MILES NORTHEAST ON U.S. HIGHWAY 62-385
 DQ0724'TO THE STATION ON THE LEFT.  THE STATION IS 53 FEET SOUTHEAST OF
 DQ0724'THE SOUTHEAST RAIL OF THE PANHANDLE AND SANTA FE RAILROAD.  THE
 DQ0724'STATION IS 5.5 FEET SOUTHEAST OF A USGS WITNESS SIGN MOUNTED ON
 DQ0724'A METAL POST.
 DQ0724'
 DQ0724'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DQ0724'DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG TILE,
 DQ0724'6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.  THE
 DQ0724'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED RAIL ET 1968.
 DQ0724'
 DQ0724'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 DQ0724'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 DQ0724'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 DQ0724'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED RAIL
 DQ0724'ET 1968 - 1.
 DQ0724'
 DQ0724'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 DQ0724'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 DQ0724'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED
 DQ0724'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 DQ0724'RAIL ET 1968 - 2.
 DQ0724'
 DQ0724'STATION WELLMAN ET 1968 IS VISIBLE FROM THE GROUND AND WILL
 DQ0724'SERVE AS THE AZIMUTH MARK.
 DQ0724
 DQ0724                          STATION RECOVERY (1984)
 DQ0724
 DQ0724'RECOVERY NOTE BY US POWER SQUADRON 1984 (TKF)
 DQ0724'RAIL ET 1968 STATION MARK - GOOD CONDITION. REF. MARKS 1 AND 2
 DQ0724'GONE.
 DQ0724'AZIMUTH MARK - WELLMAN ET - GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0210 ***********************************************************************
 AN0210  DESIGNATION -  RAIL RM 1
 AN0210  PID         -  AN0210
 AN0210  STATE/COUNTY-  TX/MATAGORDA
 AN0210  USGS QUAD   -  PALACIOS (1995)
 AN0210
 AN0210                         *CURRENT SURVEY CONTROL
 AN0210  ___________________________________________________________________
 AN0210* NAD 83(1986)-  28 44 34.     (N)    096 13 03.     (W)     SCALED    
 AN0210* NAVD 88     -         5.39   (+/-2cm)      17.7    (feet)  VERTCON   
 AN0210  ___________________________________________________________________
 AN0210  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0210
 AN0210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0210
 AN0210.The horizontal coordinates were scaled from a topographic map and have
 AN0210.an estimated accuracy of +/- 6 seconds.
 AN0210
 AN0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0210.The vertical order pertains to the NGVD 29 superseded value.
 AN0210
 AN0210.The geoid height was determined by GEOID03.
 AN0210
 AN0210;                    North         East    Units  Estimated Accuracy
 AN0210;SPC TXSC     - 4,104,030.      871,740.      MT  (+/- 180 meters Scaled)
 AN0210
 AN0210                          SUPERSEDED SURVEY CONTROL
 AN0210
 AN0210  NGVD 29 (??/??/92)    5.460  (m)           17.91   (f) ADJ UNCH    2 0
 AN0210
 AN0210.Superseded values are not recommended for survey control.
 AN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0210.See file dsdata.txt to determine how the superseded data were derived.
 AN0210
 AN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS717826(NAD 83)
 AN0210_MARKER: DR = REFERENCE MARK DISK
 AN0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0210_STAMPING: RAIL NO 1 1934
 AN0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0210+STABILITY: SURFACE MOTION
 AN0210
 AN0210  HISTORY     - Date     Condition        Report By
 AN0210  HISTORY     - 1934     MONUMENTED       CGS
 AN0210  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0210
 AN0210                          STATION DESCRIPTION
 AN0210
 AN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0210'3.1 MI NE FROM PALACIOS.
 AN0210'AT THE NORTHWEST CORNER OF THE CROSSING OF THE TEXAS AND NEW ORLEANS
 AN0210'RAILROAD AND THE SECTION-LINE ROAD, 49.5 FEET EAST OF THE CENTER LINE
 AN0210'OF THE TRACK, 25.7 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5.6 FEET
 AN0210'NORTH OF THE EAST-AND-WEST FENCE, AND 1.8 FEET WEST OF THE
 AN0210'NORTH-AND-SOUTH FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED RAIL
 AN0210'NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 AN0210
 AN0210                          STATION RECOVERY (1991)
 AN0210
 AN0210'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0211 ***********************************************************************
 AN0211  DESIGNATION -  RAIL RM 2
 AN0211  PID         -  AN0211
 AN0211  STATE/COUNTY-  TX/MATAGORDA
 AN0211  USGS QUAD   -  PALACIOS (1995)
 AN0211
 AN0211                         *CURRENT SURVEY CONTROL
 AN0211  ___________________________________________________________________
 AN0211* NAD 83(1986)-  28 44 34.     (N)    096 13 03.     (W)     SCALED    
 AN0211* NAVD 88     -         5.46   (+/-2cm)      17.9    (feet)  VERTCON   
 AN0211  ___________________________________________________________________
 AN0211  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0211
 AN0211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0211
 AN0211.The horizontal coordinates were scaled from a topographic map and have
 AN0211.an estimated accuracy of +/- 6 seconds.
 AN0211
 AN0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0211.The vertical order pertains to the NGVD 29 superseded value.
 AN0211
 AN0211.The geoid height was determined by GEOID03.
 AN0211
 AN0211;                    North         East    Units  Estimated Accuracy
 AN0211;SPC TXSC     - 4,104,030.      871,740.      MT  (+/- 180 meters Scaled)
 AN0211
 AN0211                          SUPERSEDED SURVEY CONTROL
 AN0211
 AN0211  NGVD 29 (??/??/92)    5.520  (m)           18.11   (f) ADJ UNCH    2 0
 AN0211
 AN0211.Superseded values are not recommended for survey control.
 AN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0211.See file dsdata.txt to determine how the superseded data were derived.
 AN0211
 AN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS717826(NAD 83)
 AN0211_MARKER: DR = REFERENCE MARK DISK
 AN0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0211_STAMPING: RAIL NO 2 1934
 AN0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0211+STABILITY: SURFACE MOTION
 AN0211
 AN0211  HISTORY     - Date     Condition        Report By
 AN0211  HISTORY     - 1934     MONUMENTED       CGS
 AN0211  HISTORY     - 1991     POOR             USPSQD
 AN0211
 AN0211                          STATION DESCRIPTION
 AN0211
 AN0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0211'3.1 MI NE FROM PALACIOS.
 AN0211'AT THE SOUTHEAST CORNER OF THE CROSSING OF THE TEXAS AND NEW ORLEANS
 AN0211'RAILROAD AND THE SECTION-LINE ROAD, 154 FEET EAST OF THE CENTER LINE
 AN0211'OF THE TRACK, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET
 AN0211'WEST OF A POWER POLE, AND 1 FOOT SOUTH OF THE FENCE LINE.  A STANDARD
 AN0211'REFERENCE-MARK DISK, STAMPED RAIL NO 2 1934 AND SET IN THE TOP OF A
 AN0211'CONCRETE POST.
 AN0211
 AN0211                          STATION RECOVERY (1991)
 AN0211
 AN0211'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0211'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0212 ***********************************************************************
 AN0212  DESIGNATION -  RAIL RM 3
 AN0212  PID         -  AN0212
 AN0212  STATE/COUNTY-  TX/MATAGORDA
 AN0212  USGS QUAD   -  PALACIOS (1995)
 AN0212
 AN0212                         *CURRENT SURVEY CONTROL
 AN0212  ___________________________________________________________________
 AN0212* NAD 83(1986)-  28 44 35.     (N)    096 13 05.     (W)     SCALED    
 AN0212* NAVD 88     -         5.39   (+/-2cm)      17.7    (feet)  VERTCON   
 AN0212  ___________________________________________________________________
 AN0212  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0212
 AN0212  VERT ORDER  -  THIRD (See Below)
 AN0212
 AN0212.The horizontal coordinates were scaled from a topographic map and have
 AN0212.an estimated accuracy of +/- 6 seconds.
 AN0212
 AN0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0212.The vertical order pertains to the NGVD 29 superseded value.
 AN0212
 AN0212.The geoid height was determined by GEOID03.
 AN0212
 AN0212;                    North         East    Units  Estimated Accuracy
 AN0212;SPC TXSC     - 4,104,060.      871,690.      MT  (+/- 180 meters Scaled)
 AN0212
 AN0212                          SUPERSEDED SURVEY CONTROL
 AN0212
 AN0212  NGVD 29 (??/??/??)    5.45   (m)           17.9    (f) RESET       3  
 AN0212
 AN0212.Superseded values are not recommended for survey control.
 AN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0212.See file dsdata.txt to determine how the superseded data were derived.
 AN0212
 AN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS716826(NAD 83)
 AN0212_MARKER: DR = REFERENCE MARK DISK
 AN0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0212_STAMPING: RAIL NO 3 1934
 AN0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0212+STABILITY: SURFACE MOTION
 AN0212
 AN0212  HISTORY     - Date     Condition        Report By
 AN0212  HISTORY     - 1934     MONUMENTED       CGS
 AN0212  HISTORY     - 1963     GOOD             NGS
 AN0212  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0212
 AN0212                          STATION DESCRIPTION
 AN0212
 AN0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AN0212'2.0 MI N FROM PALACIOS.
 AN0212'2.0 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION WITH LOOP
 AN0212'141 AT PALACIOS, MATAGORDA COUNTY, THENCE WEST 0.5 MILE ON GRADED
 AN0212'ROAD, 45.4 FEET EAST OF EAST RAIL OF RAILROAD TRACK, 35.4 FEET NORTH
 AN0212'OF CENTER LINE OF EAST-WEST GRADED ROAD, 2 FEET WEST OF NORTH-SOUTH
 AN0212'FENCE LINE, AND 60.55 FEET NORTH OF TRIANGULATION STATION RAIL 1934. A
 AN0212'STANDARD REFERENCE MARK DISK, STAMPED RAIL NO 3 1934 SET IN TOP OF
 AN0212'CONCRETE POST WHICH PROJECTS 4-INCHES ABOVE THE GROUND.
 AN0212
 AN0212                          STATION RECOVERY (1991)
 AN0212
 AN0212'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6858 ***********************************************************************
 AW6858  DESIGNATION -  RAILEY
 AW6858  PID         -  AW6858
 AW6858  STATE/COUNTY-  TX/BRAZORIA
 AW6858  USGS QUAD   -  EAST COLUMBIA (1980)
 AW6858
 AW6858                         *CURRENT SURVEY CONTROL
 AW6858  ___________________________________________________________________
 AW6858* NAD 83(1993)-  29 08 45.20016(N)    095 31 49.43124(W)     ADJUSTED  
 AW6858* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AW6858  ___________________________________________________________________
 AW6858  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW6858  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW6858
 AW6858  HORZ ORDER  -  THIRD
 AW6858
 AW6858.The horizontal coordinates were established by classical geodetic methods
 AW6858.and adjusted by the National Geodetic Survey in February 1996..
 AW6858
 AW6858.The orthometric height was scaled from a topographic map.
 AW6858
 AW6858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6858
 AW6858.The geoid height was determined by GEOID03.
 AW6858
 AW6858;                    North         East     Units Scale Factor Converg.
 AW6858;SPC TXSC     - 4,150,472.862   937,504.608   MT  0.99986865   +1 41 59.3
 AW6858;SPC TXSC     -13,617,009.71  3,075,796.37   sFT  0.99986865   +1 41 59.3
 AW6858;UTM  15      - 3,226,797.457   253,843.956   MT  1.00034777   -1 13 58.8
 AW6858
 AW6858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6858!SPC TXSC     -   1.00000263  x   0.99986865  =   0.99987128
 AW6858!UTM  15      -   1.00000263  x   1.00034777  =   1.00035041
 AW6858
 AW6858|---------------------------------------------------------------------|
 AW6858| PID    Reference Object                     Distance      Geod. Az  |
 AW6858|                                                           dddmmss.s |
 AW6858| CV6695 RAILEY RM 1                          12.820 METERS 03622     |
 AW6858| AW6836 ANGLETON MUNICIPAL TANK             APPROX. 9.6 KM 0771420.0 |
 AW6858| AW6829 RETRIEVE ST PRISON FARM TANK        APPROX. 7.6 KM 1400858.5 |
 AW6858| AM0462 BRAZORIA JEF LAKE SULPH CO STK      APPROX.18.1 KM 1922940.3 |
 AW6858| AW6859 BRAZORIA MUNICIPAL TANK             APPROX.11.8 KM 1994428.2 |
 AW6858| AW6871 WEST COLUMBIA MUNICIPAL TANK        APPROX.11.2 KM 2682334.3 |
 AW6858| CV6694 RAILEY AZ MK                                       2723627.1 |
 AW6858| CV6696 RAILEY RM 2                          21.188 METERS 29546     |
 AW6858|---------------------------------------------------------------------|
 AW6858
 AW6858                          SUPERSEDED SURVEY CONTROL
 AW6858
 AW6858  NAD 83(1986)-  29 08 45.21276(N)    095 31 49.41378(W) AD(       ) 3
 AW6858  NAD 27      -  29 08 44.33300(N)    095 31 48.61500(W) AD(       ) 3
 AW6858
 AW6858.Superseded values are not recommended for survey control.
 AW6858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6858.See file dsdata.txt to determine how the superseded data were derived.
 AW6858
 AW6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5384426797(NAD 83)
 AW6858_MARKER: DS = TRIANGULATION STATION DISK
 AW6858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6858
 AW6858  HISTORY     - Date     Condition        Report By
 AW6858  HISTORY     - 1952     MONUMENTED       CGS
 AW6858  HISTORY     - 19980305 GOOD             USPSQD
 AW6858
 AW6858                          STATION DESCRIPTION
 AW6858
 AW6858'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6858'THE STATION IS LOCATED AT THE EASTERN END OF A ROADSIDE
 AW6858'PARK ABOUT 8 MILES EAST OF WEST COLUMBIA, ABOUT 1 MILE WEST
 AW6858'OF THE SETTLEMENT OF RAILEY, 148 FEET SOUTHEAST OF THE EAST
 AW6858'APPROACH TO THE ROADSIDE PARK AND 96 FEET SOUTH OF THE CENTER
 AW6858'OF STATE HIGHWAY 35.  IT IS SET FLUSH AND IS STAMPED RAILEY
 AW6858'1952.
 AW6858'
 AW6858'REFERENCE MARK NO. 1 IS 63 FEET SOUTH OF THE CENTER OF STATE
 AW6858'HIGHWAY 35 AND 28 FEET WEST OF THE CORNER POST AT THE NORTHEAST
 AW6858'CORNER OF THE ROADSIDE PARK.  IT IS SET FLUSH AND IS STAMPED
 AW6858'RAILEY NO 1 1952.
 AW6858'
 AW6858'REFERENCE MARK NO. 2 IS 79 FEET SOUTHEAST OF THE EAST APPROACH
 AW6858'TO THE ROADSIDE PARK AND 66 FEET SOUTH OF THE CENTER OF
 AW6858'STATE HIGHWAY 35.  IT IS SET FLUSH AND IS STAMPED RAILEY
 AW6858'NO 2 1952.
 AW6858'
 AW6858'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO. 2 IS 87.62 FEET.
 AW6858'
 AW6858'THE AZIMUTH MARK IS LOCATED AT THE EAST END OF A CURVE,
 AW6858'15 FEET NORTH OF THE CENTER OF STATE HIGHWAY 35 AND 1 FOOT
 AW6858'EAST OF THE EAST GUARD RAIL POST.  IT IS SET FLUSH AND IS
 AW6858'STAMPED RAILEY 1952.
 AW6858'
 AW6858'TO REACH THE STATION FROM THE POST OFFICE IN WEST COLUMBIA
 AW6858'GO EAST ON STATE HIGHWAY 35 FOR 7.6 MILES TO THE AZIMUTH
 AW6858'MARK ON THE LEFT AS DESCRIBED, CONTINUE EAST ON STATE HIGHWAY
 AW6858'35 FOR 0.5 MILE TO A ROADSIDE PARK ON THE RIGHT AND THE
 AW6858'STATION AS DESCRIBED.
 AW6858
 AW6858                          STATION RECOVERY (1998)
 AW6858
 AW6858'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1470 ***********************************************************************
 AJ1470  DESIGNATION -  RAILROAD SPIKE 556
 AJ1470  PID         -  AJ1470
 AJ1470  STATE/COUNTY-  TX/WEBB
 AJ1470  USGS QUAD   -  DOLORES RANCH (1965)
 AJ1470
 AJ1470                         *CURRENT SURVEY CONTROL
 AJ1470  ___________________________________________________________________
 AJ1470* NAD 83(1986)-  27 42 15.     (N)    099 43 26.     (W)     SCALED    
 AJ1470* NAVD 88     -       170.25   (+/-2cm)     558.6    (feet)  VERTCON   
 AJ1470  ___________________________________________________________________
 AJ1470  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AJ1470
 AJ1470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1470
 AJ1470.The horizontal coordinates were scaled from a topographic map and have
 AJ1470.an estimated accuracy of +/- 6 seconds.
 AJ1470
 AJ1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1470.The vertical order pertains to the NGVD 29 superseded value.
 AJ1470
 AJ1470.The geoid height was determined by GEOID03.
 AJ1470
 AJ1470;                    North         East    Units  Estimated Accuracy
 AJ1470;SPC TX S     - 5,226,330.      179,290.      MT  (+/- 180 meters Scaled)
 AJ1470
 AJ1470                          SUPERSEDED SURVEY CONTROL
 AJ1470
 AJ1470  NGVD 29 (??/??/92)  170.23   (m)          558.5    (f) COMPUTED    2 0
 AJ1470
 AJ1470.Superseded values are not recommended for survey control.
 AJ1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1470.See file dsdata.txt to determine how the superseded data were derived.
 AJ1470
 AJ1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR286646(NAD 83)
 AJ1470_MARKER: S = SPIKE
 AJ1470_SETTING: 0 = UNSPECIFIED SETTING
 AJ1470_MARK LOGO: NONE  
 AJ1470_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1470
 AJ1470  HISTORY     - Date     Condition        Report By
 AJ1470  HISTORY     - 1964     MONUMENTED       USGS
 AJ1470
 AJ1470                          STATION DESCRIPTION
 AJ1470
 AJ1470'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1470'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 15.7 MILES NORTHWEST
 AJ1470'ALONG TEXAS FARM ROAD 1472 TO THE SUMMIT OF A GRAVEL HILL, 45 FEET
 AJ1470'SOUTHWEST OF THE CENTERLINE OF THE ROAD, SET INTO THE BASE OF THE
 AJ1470'NORTHEAST SIDE OF A MESQUITE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1698 ***********************************************************************
 FL1698  DESIGNATION -  RAIN
 FL1698  PID         -  FL1698
 FL1698  STATE/COUNTY-  TX/GRAY
 FL1698  USGS QUAD   -  GRANDVIEW SCHOOL (1966)
 FL1698
 FL1698                         *CURRENT SURVEY CONTROL
 FL1698  ___________________________________________________________________
 FL1698* NAD 83(1993)-  35 21 26.32584(N)    101 04 13.41135(W)     ADJUSTED  
 FL1698* NAVD 88     -      1006.     (meters)    3301.     (feet)  SCALED    
 FL1698  ___________________________________________________________________
 FL1698  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 FL1698  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FL1698
 FL1698  HORZ ORDER  -  SECOND
 FL1698
 FL1698.The horizontal coordinates were established by classical geodetic methods
 FL1698.and adjusted by the National Geodetic Survey in February 1996..
 FL1698
 FL1698.The orthometric height was scaled from a topographic map.
 FL1698
 FL1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1698
 FL1698.The geoid height was determined by GEOID03.
 FL1698
 FL1698;                    North         East     Units Scale Factor Converg.
 FL1698;SPC TX N     - 1,150,660.432   239,043.297   MT  0.99991143   +0 14 56.3
 FL1698;SPC TX N     - 3,775,125.10    784,261.22   sFT  0.99991143   +0 14 56.3
 FL1698;UTM  14      - 3,914,636.152   311,884.611   MT  1.00003612   -1 11 54.4
 FL1698
 FL1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1698!SPC TX N     -   0.99984617  x   0.99991143  =   0.99975761
 FL1698!UTM  14      -   0.99984617  x   1.00003612  =   0.99988228
 FL1698
 FL1698|---------------------------------------------------------------------|
 FL1698| PID    Reference Object                     Distance      Geod. Az  |
 FL1698|                                                           dddmmss.s |
 FL1698| CJ8189 RAIN RM 1                            14.355 METERS 10308     |
 FL1698| CJ8190 RAIN RM 2                            21.711 METERS 18325     |
 FL1698| CJ8188 RAIN AZ MK                                         2694737.0 |
 FL1698| FL1704 WHITE DEER MUNICIPAL TANK           APPROX.12.4 KM 3080332.9 |
 FL1698| FL1705 WHITE DEER FARMERS CO ELEV          APPROX.12.9 KM 3113305.8 |
 FL1698| FL1707 WHITE DEER BARNETT GRAIN ELEV       APPROX.12.7 KM 3140908.7 |
 FL1698|---------------------------------------------------------------------|
 FL1698
 FL1698                          SUPERSEDED SURVEY CONTROL
 FL1698
 FL1698  NAD 83(1993)-  35 21 26.32839(N)    101 04 13.40960(W) AD(       ) 2
 FL1698  NAD 83(1986)-  35 21 26.33186(N)    101 04 13.40155(W) AD(       ) 2
 FL1698  NAD 27      -  35 21 26.16100(N)    101 04 11.84900(W) AD(       ) 2
 FL1698
 FL1698.Superseded values are not recommended for survey control.
 FL1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1698.See file dsdata.txt to determine how the superseded data were derived.
 FL1698
 FL1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1188514636(NAD 83)
 FL1698_MARKER: DS = TRIANGULATION STATION DISK
 FL1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1698
 FL1698  HISTORY     - Date     Condition        Report By
 FL1698  HISTORY     - 1951     MONUMENTED       CGS
 FL1698  HISTORY     - 1961     MARK NOT FOUND   CGS
 FL1698
 FL1698                          STATION DESCRIPTION
 FL1698
 FL1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1698'THE STATION IS LOCATED IN A CULTIVATED FIELD AND ALONG THE
 FL1698'NORTH SIDE OF A DIRT ROAD.  IT IS ABOUT 7-1/2 MILES AIRLINE
 FL1698'SOUTHEAST OF WHITE DEER, ABOUT 11 MILES AIRLINE NORTH OF
 FL1698'GROOM, AND ABOUT 13 MILES AIRLINE SOUTH-SOUTHWEST OF PAMPA.
 FL1698'
 FL1698'THE STATION IS 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 FL1698'12 FEET NORTH OF A FENCE, AND 12 FEET NORTH-NORTHWEST OF A
 FL1698'WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP
 FL1698'OF A ROUND CONCRETE POST THAT IS 10-INCHES IN DIAMETER AND
 FL1698'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS
 FL1698'STAMPED--RAIN 1951.
 FL1698'
 FL1698'REFERENCE MARK NUMBER ONE IS 33 FEET NORTH OF THE CENTER LINE
 FL1698'OF THE ROAD, 1 FOOT NORTH OF A WIRE FENCE, AND ABOUT THE SAME
 FL1698'ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE
 FL1698'TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 FL1698'GROUND.  THE DISK IS STAMPED--RAIN NO 1 1951.
 FL1698'
 FL1698'REFERENCE MARK NUMBER TWO IS IN THE FENCE LINE, 30 FEET SOUTH
 FL1698'OF THE CENTER LINE OF THE ROAD, AND ABOUT THE SAME ELEVATION
 FL1698'AS THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FL1698'10-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  THE DISK
 FL1698'IS STAMPED--RAIN NO 2 1951.
 FL1698'
 FL1698'THE AZIMUTH MARK IS 10 FEET EAST OF A FENCE CORNER, 43 FEET
 FL1698'NORTH OF THE CENTER LINE OF A DIRT ROAD, 40 FEET EAST OF THE
 FL1698'CENTER LINE OF A TRACK ROAD.  IT IS A STANDARD DISK SET IN
 FL1698'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 FL1698'INCHES.  THE DISK IS STAMPED--RAIN 1951.  TO REACH THE MARK
 FL1698'FROM THE STATION GO WEST ON THE DIRT ROAD FOR 0.5 MILE TO THE
 FL1698'MARK ON THE RIGHT.
 FL1698'
 FL1698'TO REACH THE STATION FROM THE POST OFFICE IN WHITE DEER GO
 FL1698'SOUTH ON FARM ROAD 294 FOR 5.4 MILES TO A CROSS ROAD.  TURN
 FL1698'LEFT, EAST, AND GO 5.4 MILES TO THE TOP OF THE SLIGHT GRADE
 FL1698'AND THE STATION ON THE LEFT.
 FL1698'
 FL1698'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 FL1698
 FL1698                          STATION RECOVERY (1961)
 FL1698
 FL1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CB)
 FL1698'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION AS
 FL1698'DESCRIBED.  STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9243 ***********************************************************************
 AF9243  DESIGNATION -  RAIN ET
 AF9243  PID         -  AF9243
 AF9243  STATE/COUNTY-  TX/DICKENS
 AF9243  USGS QUAD   -  BUNKER HILL (1961)
 AF9243
 AF9243                         *CURRENT SURVEY CONTROL
 AF9243  ___________________________________________________________________
 AF9243* NAD 83(1993)-  33 37 22.46929(N)    101 02 00.53819(W)     ADJUSTED  
 AF9243* NAVD 88     -       895.79   (+/-2cm)    2938.9    (feet)  VERTCON   
 AF9243  ___________________________________________________________________
 AF9243  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AF9243  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AF9243
 AF9243  HORZ ORDER  -  THIRD
 AF9243  VERT ORDER  -  THIRD ? (See Below)
 AF9243
 AF9243.The horizontal coordinates were established by classical geodetic methods
 AF9243.and adjusted by the National Geodetic Survey in July 1998..
 AF9243
 AF9243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9243.The vertical order pertains to the NGVD 29 superseded value.
 AF9243
 AF9243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9243
 AF9243.The geoid height was determined by GEOID03.
 AF9243
 AF9243;                    North         East     Units Scale Factor Converg.
 AF9243;SPC TXNC     - 2,219,766.194   364,956.644   MT  0.99992220   -1 22 54.3
 AF9243;SPC TXNC     - 7,282,682.92  1,197,361.92   sFT  0.99992220   -1 22 54.3
 AF9243;UTM  14      - 3,722,200.018   311,371.111   MT  1.00003867   -1 07 34.8
 AF9243
 AF9243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9243!SPC TXNC     -   0.99986343  x   0.99992220  =   0.99978564
 AF9243!UTM  14      -   0.99986343  x   1.00003867  =   0.99990210
 AF9243
 AF9243                          SUPERSEDED SURVEY CONTROL
 AF9243
 AF9243  NGVD 29 (07/17/98)  895.49   (m)         2938.0    (f) LEVELING    3  
 AF9243
 AF9243.Superseded values are not recommended for survey control.
 AF9243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9243.See file dsdata.txt to determine how the superseded data were derived.
 AF9243
 AF9243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1137122200(NAD 83)
 AF9243_MARKER: DS = TRIANGULATION STATION DISK
 AF9243
 AF9243  HISTORY     - Date     Condition        Report By
 AF9243  HISTORY     - 1960     MONUMENTED       USGS
 AF9243
 AF9243                          STATION DESCRIPTION
 AF9243
 AF9243'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AF9243'STATION IS LOCATED 12.0 MI. W. OF DICKENS, TEXAS, AND 12.2 MI. E. OF
 AF9243'CROSBYTON, TEXAS, NEAR THE S. EDGE OF PROMINENT BLUFF.
 AF9243'STATION WAS REACHED FROM SPUR, TEXAS, BY GOING NW. ON FARM ROAD 836
 AF9243'FOR 16.5 MI. TO TOP OF CAPROCK BLUFF AND STATION SITE ON LEFT. STATION
 AF9243'IS 760 FT. W. OF FARM ROAD 836 AT JOG IN THE RIGHT-OF-WAY FENCE AND
 AF9243'230 FT. N. OF HEAD OF SMALL CANYON.
 AF9243'RECOVERED BY USGS IN 1966.
 AF9243'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.2 FT.
 AF9243'ABOVE GROUND, STAMPED---RAIN-ET 1960 2938---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1400 ***********************************************************************
 AH1400  DESIGNATION -  RAINBOW
 AH1400  PID         -  AH1400
 AH1400  STATE/COUNTY-  TX/KENEDY
 AH1400  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1400
 AH1400                         *CURRENT SURVEY CONTROL
 AH1400  ___________________________________________________________________
 AH1400* NAD 83(1993)-  27 06 05.77110(N)    097 23 11.28635(W)     ADJUSTED  
 AH1400* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1400  ___________________________________________________________________
 AH1400  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AH1400  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AH1400
 AH1400  HORZ ORDER  -  SECOND
 AH1400
 AH1400.The horizontal coordinates were established by classical geodetic methods
 AH1400.and adjusted by the National Geodetic Survey in February 1996..
 AH1400
 AH1400.The orthometric height was scaled from a topographic map.
 AH1400
 AH1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1400
 AH1400.The geoid height was determined by GEOID03.
 AH1400
 AH1400;                    North         East     Units Scale Factor Converg.
 AH1400;SPC TX S     - 5,159,465.909   410,411.068   MT  0.99989633   +0 30 20.0
 AH1400;SPC TX S     -16,927,347.74  1,346,490.31   sFT  0.99989633   +0 30 20.0
 AH1400;UTM  14      - 2,998,715.050   659,955.166   MT  0.99991585   +0 44 06.8
 AH1400
 AH1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1400!SPC TX S     -   1.00000369  x   0.99989633  =   0.99990002
 AH1400!UTM  14      -   1.00000369  x   0.99991585  =   0.99991954
 AH1400
 AH1400:                Primary Azimuth Mark                     Grid Az
 AH1400:SPC TX S     -  DUNN 1939                                177 56 16.6
 AH1400:UTM  14      -  DUNN 1939                                177 42 29.8
 AH1400
 AH1400|---------------------------------------------------------------------|
 AH1400| PID    Reference Object                     Distance      Geod. Az  |
 AH1400|                                                           dddmmss.s |
 AH1400| AH1399 DUNN 1939                           APPROX. 5.9 KM 1782636.6 |
 AH1400|---------------------------------------------------------------------|
 AH1400
 AH1400                          SUPERSEDED SURVEY CONTROL
 AH1400
 AH1400  NAD 83(1986)-  27 06 05.78985(N)    097 23 11.26227(W) AD(       ) 2
 AH1400  NAD 27      -  27 06 04.61000(N)    097 23 10.31800(W) AD(       ) 2
 AH1400
 AH1400.Superseded values are not recommended for survey control.
 AH1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1400.See file dsdata.txt to determine how the superseded data were derived.
 AH1400
 AH1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5995598715(NAD 83)
 AH1400_MARKER: P = PIPE CAP
 AH1400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1400_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AH1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1400
 AH1400  HISTORY     - Date     Condition        Report By
 AH1400  HISTORY     - 1939     MONUMENTED       CGS
 AH1400  HISTORY     - 1946     GOOD             SUNOCO
 AH1400  HISTORY     - 1949     GOOD             CGS
 AH1400  HISTORY     - 1968     MARK NOT FOUND   CGS
 AH1400  HISTORY     - 1969     GOOD             CGS
 AH1400  HISTORY     - 1979     GOOD             NGS
 AH1400
 AH1400                          STATION DESCRIPTION
 AH1400
 AH1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1400'STATION RAINBOW IS LOCATED ABOUT 38 MILES SSW OF CORPUS CHRISTI
 AH1400'PASS, ABOUT 1.5 MILES S OF CUBA ISLAND, DIRECTLY ACROSS LAGUNA
 AH1400'MADRE FROM RANCHO ISLAND, ABOUT 0.5 MILE W OF BEACH, AND ABOUT
 AH1400'150 YARDS E OF W SIDE OF THE ISLAND.  IT IS ABOUT 150 FEET N OF A
 AH1400'LINE OF LOW GRASS-COVERED SAND DUNES AT THE S END OF A GRASS
 AH1400'COVERED FLAT.
 AH1400'
 AH1400'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE TOP OF
 AH1400'A 3-INCH GALVANIZED-IRON PIPE 6 FEET LONG, EMBEDDED IN CONCRETE
 AH1400'AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AH1400'
 AH1400'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1400
 AH1400                          STATION RECOVERY (1946)
 AH1400
 AH1400'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AH1400'THIS PARTY DID NOT VISIT THIS MARK.  HOWEVER, IT IS BELIEVED
 AH1400'TO BE UNDISTURBED SINCE IT IS IN A GRASS FLAT.
 AH1400
 AH1400                          STATION RECOVERY (1949)
 AH1400
 AH1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1400'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AH1400'
 AH1400'STATION IS LOCATED ON PADRE ISLAND, ABOUT 7.0 MILES S OF
 AH1400'YARBOROUGH PASS, 23 MILES N OF AN OLD BOILER ON BEACH, 0.5
 AH1400'MILE W OF MEAN HIGH-WATER LINE OF GULF COAST, IN A LOW FLAT
 AH1400'AREA ABOUT 150 FEET N OF A SEMI-CIRCLE OF GRASS-COVERED DUNES.
 AH1400'AT THE S END OF A GRASS-COVERED FLAT AND 3 FEET W OF A 4- BY
 AH1400'4-INCH WITNESS POST PROJECTING 18 INCHES.
 AH1400'
 AH1400'STATION MARK IS A BRONZE DISK, STAMPED RAINBOW 1939, SCREWED ON A
 AH1400'3-INCH GALVANIZED-IRON PIPE 6 FEET LONG, EMBEDDED IN CONCRETE
 AH1400'AND PROJECTING 18 INCHES ABOVE GROUND.
 AH1400
 AH1400                          STATION RECOVERY (1968)
 AH1400
 AH1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1400'STATION LOST.  HOWEVER, IT IS BELIEVED THAT THE STATION MIGHT
 AH1400'STILL BE INTACT.  THE AREA WAS SEARCHED FOR TWO HOURS, BUT
 AH1400'HIGH GRASS COULD EASILY HAVE COVERED THE STATION.
 AH1400
 AH1400                          STATION RECOVERY (1969)
 AH1400
 AH1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1400'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  THE 1949
 AH1400'RECOVERY NOTE DESCRIPTION BY G.E.M. JR. STILL APPLIES TO THE
 AH1400'LOCATION OF STATION.  A METAL WITNESS POST WAS SET 1 FOOT
 AH1400'WEST OF STATION MARK.
 AH1400'
 AH1400'TO REACH STATION FROM THE ENTRANCE TO PADRE ISLAND CAUSEWAY,
 AH1400'(JUST SOUTH OF CORPUS CHRISTI NAVAL AIR STATION) GO EASTERLY
 AH1400'ACROSS CAUSEWAY FOR 4.9 MILES TO A JUNCTION OF PARK ROADS
 AH1400'22 AND 53,.  KEEP STRAIGHT AHEAD ON PARK ROAD 53 FOR 15.65 MILES
 AH1400'TO END OF PAVEMENT AT THE GULF BEACH.  TURN RIGHT, SOUTHERLY,
 AH1400'GO ALONG BEACH FOR 7.0 MILES TO A SIGN 4-WHEEL DRIVE VEHICLES
 AH1400'ONLY BEYOND THIS POINT.  CONTINUE SOUTHERLY ALONG BEACH FOR
 AH1400'8.9 MILES TO YARBOROUGH PASS (NOW FILLED BY SAND).  CONTINUE
 AH1400'ALONG BEACH FOR 3.95 MILES TO A BROAD PASS AND A TRACK ROAD
 AH1400'LEADING WEST.  TURNRIGHT, GO WEST ON TRACK ROAD THROUGH THE
 AH1400'DUNES, THENCE SOUTHWEST AND SOUTH ALONG THE TRACK ROAD FOR
 AH1400'0.8 MILE TO A REVERSE Y-INTERSECTION.  KEEP STRAIGHT
 AH1400'AHEAD, SOUTHERLY, GO 3.65 MILES TO THE NORTH SIDE OF SAND
 AH1400'DUNES.  TURN LEFT, EAST, GO ACROSS COUNTRY ALONG HTE NORTH
 AH1400'SIDE OF DUNES FOR 0.15 MILE TO STATION.
 AH1400'
 AH1400'AIRLINE DISTANCE AND DIRECTION FROM NEARST TOWN--ABOUT 40
 AH1400'MILES SOUTH OF CORPUS CHRISTI.
 AH1400
 AH1400                          STATION RECOVERY (1979)
 AH1400
 AH1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1400'STATION WAS NOT OCCUPIED.
 AH1400'
 AH1400'NO REFERENCE MARKS TO THIS STATION.
 AH1400'
 AH1400'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE 1949
 AH1400'AND 1969 RECOVERY NOTE DESCRIPTION STILL APPLIES TO THE LOCATION OF
 AH1400'THE STATION, THE MARK IS 1 FOOT EAST OF A OLD WITNESS POST, MARK
 AH1400'STAMPED RAINBOW 1939, THERE ARE LARGE SAND DUNES IN THE AREA.
 AH1400'
 AH1400'THE STATION WAS REACHED FROM THE END OF PARK ROAD 22, BY DRIVING
 AH1400'A 4 WHEEL DRIVE VEHICLE SOUTH ALONG THE BEACH FOR 16 MILES TO
 AH1400'YARBOROUGH PASS, CONTINUE SOUTH FOR 6.4 MILE, FROM HERE PACK
 AH1400'WESTERLY FOR APPROXIMATELY 0.45 MILE TO THE STATION.
 AH1400'
 AH1400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 44 MILES
 AH1400'SOUTH OF CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0619 ***********************************************************************
 AO0619  DESIGNATION -  RAINBOW
 AO0619  PID         -  AO0619
 AO0619  STATE/COUNTY-  TX/MCMULLEN
 AO0619  USGS QUAD   -  BRISCOE RANCH (1969)
 AO0619
 AO0619                         *CURRENT SURVEY CONTROL
 AO0619  ___________________________________________________________________
 AO0619* NAD 83(1993)-  28 18 50.91955(N)    098 48 09.39978(W)     ADJUSTED  
 AO0619* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 AO0619  ___________________________________________________________________
 AO0619  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AO0619  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AO0619
 AO0619  HORZ ORDER  -  SECOND
 AO0619
 AO0619.The horizontal coordinates were established by classical geodetic methods
 AO0619.and adjusted by the National Geodetic Survey in February 1996..
 AO0619
 AO0619.The orthometric height was scaled from a topographic map.
 AO0619
 AO0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0619
 AO0619.The geoid height was determined by GEOID03.
 AO0619
 AO0619;                    North         East     Units Scale Factor Converg.
 AO0619;SPC TXSC     - 4,053,305.776   619,359.338   MT  1.00002058   +0 05 48.1
 AO0619;SPC TXSC     -13,298,220.70  2,032,014.76   sFT  1.00002058   +0 05 48.1
 AO0619;UTM  14      - 3,132,018.354   519,351.226   MT  0.99960462   +0 05 37.0
 AO0619
 AO0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0619!SPC TXSC     -   0.99998357  x   1.00002058  =   1.00000415
 AO0619!UTM  14      -   0.99998357  x   0.99960462  =   0.99958819
 AO0619
 AO0619|---------------------------------------------------------------------|
 AO0619| PID    Reference Object                     Distance      Geod. Az  |
 AO0619|                                                           dddmmss.s |
 AO0619| CV6071 RAINBOW RM 2                         39.572 METERS 02415     |
 AO0619| CV6070 RAINBOW AZ MK                                      1860115.9 |
 AO0619| AO0618 TT 5 EEP USGS 1953                   49.242 METERS 29814     |
 AO0619|---------------------------------------------------------------------|
 AO0619
 AO0619                          SUPERSEDED SURVEY CONTROL
 AO0619
 AO0619  NAD 83(1986)-  28 18 50.92200(N)    098 48 09.37588(W) AD(       ) 2
 AO0619  NAD 27      -  28 18 49.92000(N)    098 48 08.29400(W) AD(       ) 2
 AO0619
 AO0619.Superseded values are not recommended for survey control.
 AO0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0619.See file dsdata.txt to determine how the superseded data were derived.
 AO0619
 AO0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS1935132018(NAD 83)
 AO0619_MARKER: DS = TRIANGULATION STATION DISK
 AO0619_SETTING: 0 = UNSPECIFIED SETTING
 AO0619
 AO0619  HISTORY     - Date     Condition        Report By
 AO0619  HISTORY     - 1953     MONUMENTED       CGS
 AO0619  HISTORY     - 1959     GOOD             CGS
 AO0619
 AO0619                          STATION DESCRIPTION
 AO0619
 AO0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0619'THE STATION IS LOCATED IN MESQUITE PASTURE LAND ABOUT 10
 AO0619'MILES SOUTH OF FOWLERTON, 19 MILES SOUTHWEST OF TILDEN, 122
 AO0619'FEET SOUTHEAST OF AN ALUMINUM GATE, 80 FEET EAST OF THE
 AO0619'CENTER LINE OF A GRAVELED ROAD, AND 48 FEET EAST OF A FENCE LINE.
 AO0619'
 AO0619'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FOWLERTON.
 AO0619'GO EAST ON A GRAVELED ROAD ALONG THE SOUTH SIDE OF THE RAILROAD
 AO0619'TRACKS FOR 0.2 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH
 AO0619'AND EAST FOR 0.7 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 AO0619'SOUTH ON THE GRAVELED ROAD FOR 10.0 MILES TO A GRADED DIRT
 AO0619'SIDE ROAD LEFT THROUGH AN ALUMINUM GATE AND STATION, SOUTHWEST
 AO0619'OF ALUMINUM GATE.  TO REACH THE AZIMUTH MARK FROM THE STATION.
 AO0619'GO SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON
 AO0619'THE RIGHT, WEST, SIDE OF THE ROAD.
 AO0619'
 AO0619'THE STATION MARK, STAMPED RAINBOW 1953, IS A STANDARD DISK
 AO0619'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.
 AO0619'
 AO0619'REFERENCE MARK NO. 1 IS A USGS BENCH MARK DISK SET IN THE
 AO0619'TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES,
 AO0619'AND THE MARK IS STAMPED BE 10 TT5 EEP 1952.  IT IS 45 FEET
 AO0619'WEST OF THE CENTER LINE OF A GRAVELED ROAD, 4 FEET WEST OF
 AO0619'A TELEPHONE POLE, AND 2 FEET EAST OF THE WEST RIGHT-OF-WAY
 AO0619'FENCE.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 AO0619'STATION RAINBOW.
 AO0619'
 AO0619'REFERENCE MARK NO. 2, STAMPED RAINBOW NO 2 1953, IS A STANDARD
 AO0619'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AO0619'IT IS 100 FEET EAST OF AN ALUMINUM GATE, 10 FEET NORTH OF
 AO0619'A TRACK ROAD, AND 1 FOOT SOUTH OF A FENCE LINE.
 AO0619'
 AO0619'THE AZIMUTH MARK, STAMPED RAINBOW 1953, IS A STANDARD DISK
 AO0619'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AO0619'IT IS 45 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD,
 AO0619'4 FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE
 AO0619'LINE.
 AO0619'
 AO0619'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AO0619
 AO0619                          STATION RECOVERY (1959)
 AO0619
 AO0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JRN)
 AO0619'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 AO0619'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 AO0619'SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0480 ***********************************************************************
 BQ0480  DESIGNATION -  RAINBOW
 BQ0480  PID         -  BQ0480
 BQ0480  STATE/COUNTY-  TX/HUDSPETH
 BQ0480  USGS QUAD   -  
 BQ0480
 BQ0480                         *CURRENT SURVEY CONTROL
 BQ0480  ___________________________________________________________________
 BQ0480* NAD 83(1993)-  30 59 01.93404(N)    105 31 20.78397(W)     ADJUSTED  
 BQ0480* NAVD 88     -      1053.     (meters)    3455.     (feet)  SCALED    
 BQ0480  ___________________________________________________________________
 BQ0480  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BQ0480  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BQ0480
 BQ0480  HORZ ORDER  -  SECOND
 BQ0480
 BQ0480.The horizontal coordinates were established by classical geodetic methods
 BQ0480.and adjusted by the National Geodetic Survey in February 1996..
 BQ0480
 BQ0480.The orthometric height was scaled from a topographic map.
 BQ0480
 BQ0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0480
 BQ0480.The geoid height was determined by GEOID03.
 BQ0480
 BQ0480;                    North         East     Units Scale Factor Converg.
 BQ0480;SPC TX C     - 3,157,575.815   204,573.112   MT  0.99988179   -2 40 21.7
 BQ0480;SPC TX C     -10,359,479.99    671,170.28   sFT  0.99988179   -2 40 21.7
 BQ0480;UTM  13      - 3,427,931.471   450,115.992   MT  0.99963069   -0 16 08.2
 BQ0480
 BQ0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0480!SPC TX C     -   0.99983842  x   0.99988179  =   0.99972023
 BQ0480!UTM  13      -   0.99983842  x   0.99963069  =   0.99946917
 BQ0480
 BQ0480|---------------------------------------------------------------------|
 BQ0480| PID    Reference Object                     Distance      Geod. Az  |
 BQ0480|                                                           dddmmss.s |
 BQ0480| CI0271 RAINBOW RM 1                         10.230 METERS 01230     |
 BQ0480| CI0272 RAINBOW RM 2                         11.160 METERS 19012     |
 BQ0480| CI0270 RAINBOW AZ MK                                      3095450.9 |
 BQ0480|---------------------------------------------------------------------|
 BQ0480
 BQ0480                          SUPERSEDED SURVEY CONTROL
 BQ0480
 BQ0480  NAD 83(1986)-  30 59 01.94408(N)    105 31 20.78139(W) AD(       ) 2
 BQ0480  NAD 27      -  30 59 01.46200(N)    105 31 18.93100(W) AD(       ) 2
 BQ0480
 BQ0480.Superseded values are not recommended for survey control.
 BQ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0480.See file dsdata.txt to determine how the superseded data were derived.
 BQ0480
 BQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5011627931(NAD 83)
 BQ0480_MARKER: DS = TRIANGULATION STATION DISK
 BQ0480_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0480
 BQ0480  HISTORY     - Date     Condition        Report By
 BQ0480  HISTORY     - 1934     MONUMENTED       CGS
 BQ0480  HISTORY     - 1980     GOOD             LOCENG
 BQ0480
 BQ0480                          STATION DESCRIPTION
 BQ0480
 BQ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0480'STATION IS ABOUT 15 MILES SW OF SIERRA BLANCA, ON THE SUMMIT
 BQ0480'OF A HIGH ROCKY RIDGE THAT RISES ABRUPTLY BETWEEN THE DOWN
 BQ0480'RIVER ROAD AND THE RIO GRANDE.  THERE ARE HIGHER HILLS, TO
 BQ0480'THE SW, A SMALL FLAT MESA TO THE N, AND THE RIO GRANDE VALLEY
 BQ0480'TO THE NW.
 BQ0480'
 BQ0480'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BQ0480'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BQ0480'
 BQ0480'REFERENCE MARKS NO. 1 AND NO. 2 ARE ON THE SAME RIDGE AS THE
 BQ0480'STATION.
 BQ0480'
 BQ0480'THE AZIMUTH MARK IS ON THE E SIDE AND NEAR THE SUMMIT OF A
 BQ0480'SMALL ROUNDED HILL ABOUT 300 YARDS DISTANT.
 BQ0480'
 BQ0480'TO REACH STATION FROM SIERRA BLANCA GO W ON MAIN ROAD 7.1 MILES
 BQ0480'TO A POINT WHERE THE MAIN ROAD TURNS N.  CONTINUE STRAIGHT
 BQ0480'AHEAD ON A TRACK ROAD THAT BEARS TO THE RIGHT THRU THE BRUSH
 BQ0480'AND THEN SWINGS SW THRU THE PASS, 1.7 MILES TO A FORK.  TAKE
 BQ0480'RIGHT FORK AND GO 11.1 MILES TO A ROAD THAT TURNS LEFT ACROSS
 BQ0480'A BRIDGE.  TAKE THIS ROAD AND FOLLOW 12.9 MILES TO CROSSROADS.
 BQ0480'THIS IS 1/4 MILE BEYOND A WHITE SCHOOLHOUSE.  CONTINUE STRAIGHT
 BQ0480'AHEAD 0.3 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD 1.4 MILES
 BQ0480'TO A FENCE CORNER ON THE RIGHT.  LEAVE TRUCK, GO S, CROSSING
 BQ0480'WASH, AND BEAR TO THE LEFT TO TOP OF RIDGE AND STATION.
 BQ0480
 BQ0480                          STATION RECOVERY (1980)
 BQ0480
 BQ0480'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0480'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1333 ***********************************************************************
 BZ1333  DESIGNATION -  RAINER
 BZ1333  PID         -  BZ1333
 BZ1333  STATE/COUNTY-  TX/CORYELL
 BZ1333  USGS QUAD   -  GATESVILLE EAST (1994)
 BZ1333
 BZ1333                         *CURRENT SURVEY CONTROL
 BZ1333  ___________________________________________________________________
 BZ1333* NAD 83(1993)-  31 27 07.34997(N)    097 40 50.93658(W)     ADJUSTED  
 BZ1333* NAVD 88     -       322.9    (meters)    1059.     (feet)  VERTCON   
 BZ1333  ___________________________________________________________________
 BZ1333  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BZ1333  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BZ1333
 BZ1333  HORZ ORDER  -  FIRST
 BZ1333
 BZ1333.The horizontal coordinates were established by classical geodetic methods
 BZ1333.and adjusted by the National Geodetic Survey in February 1996..
 BZ1333
 BZ1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1333
 BZ1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1333
 BZ1333.The geoid height was determined by GEOID03.
 BZ1333
 BZ1333;                    North         East     Units Scale Factor Converg.
 BZ1333;SPC TX C     - 3,200,926.067   952,077.938   MT  0.99991257   +1 21 58.3
 BZ1333;SPC TX C     -10,501,704.94  3,123,609.03   sFT  0.99991257   +1 21 58.3
 BZ1333;UTM  14      - 3,480,454.267   625,344.423   MT  0.99979378   +0 41 18.3
 BZ1333
 BZ1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1333!SPC TX C     -   0.99995360  x   0.99991257  =   0.99986617
 BZ1333!UTM  14      -   0.99995360  x   0.99979378  =   0.99974739
 BZ1333
 BZ1333|---------------------------------------------------------------------|
 BZ1333| PID    Reference Object                     Distance      Geod. Az  |
 BZ1333|                                                           dddmmss.s |
 BZ1333| CV6073 RAINER RM 1                          30.093 METERS 01049     |
 BZ1333| BZ1328 OGLESBY TANK                        APPROX.16.9 KM 1020329.7 |
 BZ1333| CV6072 RAINER AZ MK                                       1115342.3 |
 BZ1333| CV6074 RAINER RM 2                          21.923 METERS 13626     |
 BZ1333| BZ1358 GERMAN BAPTIST CHURCH               APPROX.18.9 KM 2581437.3 |
 BZ1333|---------------------------------------------------------------------|
 BZ1333
 BZ1333                          SUPERSEDED SURVEY CONTROL
 BZ1333
 BZ1333  NAD 83(1986)-  31 27 07.35835(N)    097 40 50.92025(W) AD(       ) 1
 BZ1333  NAD 27      -  31 27 06.76700(N)    097 40 49.84700(W) AD(       ) 1
 BZ1333  NGVD 29 (07/19/86)  322.8    (m)         1059.     (f) VERT ANG       
 BZ1333
 BZ1333.Superseded values are not recommended for survey control.
 BZ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1333.See file dsdata.txt to determine how the superseded data were derived.
 BZ1333
 BZ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2534480454(NAD 83)
 BZ1333_MARKER: DS = TRIANGULATION STATION DISK
 BZ1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1333
 BZ1333  HISTORY     - Date     Condition        Report By
 BZ1333  HISTORY     - 1919     MONUMENTED       CGS
 BZ1333  HISTORY     - 1935     GOOD             CGS
 BZ1333  HISTORY     - 1937     GOOD             CGS
 BZ1333  HISTORY     - 1937     GOOD             TXHD
 BZ1333  HISTORY     - 1943     GOOD             CGS
 BZ1333  HISTORY     - 1947     GOOD             USGS
 BZ1333  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1333
 BZ1333                          STATION DESCRIPTION
 BZ1333
 BZ1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1333'SIX MILES E OF GATESVILLE, ABOUT ONE-FOURTH MILE S OF THE
 BZ1333'GATESVILLE-OSAGE ROAD, 210 METERS (689 FEET) N OF THE
 BZ1333'GATESVILLE-WACO MOUNTAIN ROAD, 10 METERS (33 FEET) W OF THE
 BZ1333'CENTER OF A SHORT ROAD CONNECTING THESE TWO ROADS, AND IN
 BZ1333'THE EDGE OF A FIELD OWNED BY K.C. RAINER OR BY A MR. HASSELL,
 BZ1333'AND CULTIVATED BY J.L. BURT, LIVING ABOUT ONE-FOURTH MILE
 BZ1333'NE OF THE STATION.  THERE IS A WIRE FENCE ALONG EACH SIDE OF
 BZ1333'THE ROAD.  SURFACE AND UNDERGROUND MARKS ARE BRONZE DISK
 BZ1333'STATION MARKS IN CONCRETE.  REFERENCE
 BZ1333'MARK IS BRONZE REFERENCE DISK IN CONCRETE, 30.09
 BZ1333'METERS (98.7 FEET) FROM STATION.
 BZ1333'ELEVATION OF STATION, 322.8 METERS (1,059 FEET).
 BZ1333
 BZ1333                          STATION RECOVERY (1935)
 BZ1333
 BZ1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1333'THIS STATION WAS FOUND AS DESCRIBED, AND IN EXCELLENT CONDITION.
 BZ1333'THE REFERENCE MARK WAS FOUND AS DESCRIBED AND WHILE SOME OF
 BZ1333'THE CONCRETE HAS BEEN CHIPPED OFF, IS STILL IN GOOD CONDITION.
 BZ1333'THE REFERENCE MARK IS ON THE W FENCE LINE OF THE DESCRIBED
 BZ1333'ROAD, AND IS PLAINLY VISIBLE TO ANYONE DRIVING ALONG THE
 BZ1333'ROAD.  THE LAND ON WHICH THIS STATION IS LOCATED IS OWNED BY
 BZ1333'MRS. SAM HASSELL, AND IS NOW CULTIVATED BY LEE MC CARVER.
 BZ1333'THE STATION IS ACCURATELY DESCRIBED, AND NO FURTHER TIES
 BZ1333'ARE NECESSARY.  TO REACH THIS STATION FROM MC CARVERS HOUSE,
 BZ1333'GO E ALONG THE GATESVILLE-WACO MOUNTAIN ROAD FROM ROAD
 BZ1333'TURNING INTO MC CARVERS HOUSE A DISTANCE OF 0.25 MILE.  TURN
 BZ1333'N ON THE INTERSECTING ROAD AT THIS POINT, AND GO 0.15
 BZ1333'MILE TO STATION.  TO REACH MC CARVERS HOUSE FROM GATESVILLE, GO E
 BZ1333'ALONG STREET RUNNING IN FRONT OF THE N ENTRANCE TO
 BZ1333'COURTHOUSE A DISTANCE OF 0.9 MILE TO CEMETERY.  TURN N AT
 BZ1333'CEMETERY, GO ONE BLOCK THEN TURN E CROSSING RAILROAD
 BZ1333'TRACKS.  FOLLOW THIS ROAD TO T-ROAD INTERSECTION,
 BZ1333'DISTANCE 0.7 MILE FROM RAILROAD CROSSING.  TURN LEFT AT THIS
 BZ1333'INTERSECTION AND FOLLOW PLAIN *GRAVEL ROAD TO MC CARVERS
 BZ1333'HOUSE DISTANCE 4.9 MILES FROM COURTHOUSE AT GATESVILLE.
 BZ1333'
 BZ1333'*THIS ROAD IS THE GATESVILLE-WACO MOUNTAIN ROAD.
 BZ1333
 BZ1333                          STATION RECOVERY (1937)
 BZ1333
 BZ1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 BZ1333'ABOUT 5.6 MILES BY ROAD E OF GATESVILLE.  0.1 MILE S OF THE
 BZ1333'GATESVILLE-OSAGE ROAD.  0.2 MILE N OF THE OLD GATESVILLE-WACO
 BZ1333'ROAD ABOUT 17 MILES N OF THE GATESVILLE-WACO ROAD HIGHWAYS 84
 BZ1333'AND 7.  ON W SIDE OF THE CONNECTING ROAD BETWEEN THE OLD
 BZ1333'GATESVILLE-WACO ROAD AND OLD GATESVILLE-OSAGE ROAD.  ON LAND
 BZ1333'BELONGING TO MR. HASSELL.
 BZ1333'
 BZ1333'THE STATION MARK IS A BRONZE TABLET SET IN A BLOCK OF CONCRETE
 BZ1333'12 INCHES SQUARE, PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE.
 BZ1333'11 METERS W FROM THE CENTER OF THE ROAD.
 BZ1333'
 BZ1333'THE REFERENCE MARK IS A BRONZE TABLET SET IN A BLOCK OF
 BZ1333'CONCRETE 10 INCHES SQUARE, PROJECTING 3 INCHES ABOVE THE
 BZ1333'SURFACE.  5 METERS W FROM CENTER LINE OF THE ROAD AND 1 FOOT
 BZ1333'W OF THE FENCE LINE.
 BZ1333'
 BZ1333'TO REACH, START FROM GATESVILLE COURTHOUSE AND GO E ON HIGHWAY
 BZ1333'84 FOR 1.5 MILES TO CROSSROADS AT CITY LIMIT SIGN ON LEFT.
 BZ1333'THERE TURN LEFT AND FOLLOW OLD GATESVILLE-OSAGE ROAD EASTWARD
 BZ1333'FOR 3.3 MILES TO FORKS OF ROADS AT THREE MAIL BOXES.  THERE
 BZ1333'TAKE LEFT FORK, OSAGE ROAD, AND GO 0.7 MILE TO T-ROAD S.
 BZ1333'THERE TURN S (RIGHT) AND GO 0.1 MILE TO HIGHEST POINT OF
 BZ1333'GROUND AND STATION.
 BZ1333
 BZ1333                          STATION RECOVERY (1937)
 BZ1333
 BZ1333'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1333'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BZ1333'NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 BZ1333
 BZ1333                          STATION RECOVERY (1943)
 BZ1333
 BZ1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1333'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED,
 BZ1333'AND IN GOOD CONDITION.  A REFERENCE MARK AND AN AZIMUTH MARK
 BZ1333'WERE ADDED.
 BZ1333'
 BZ1333'THE STATION IS LOCATED 6 MILES E OF GATESVILLE, ABOUT 0.25
 BZ1333'MILE S OF THE GATESVILLE-OSAGE ROAD, 689 FEET N OF THE
 BZ1333'GATESVILLE-WACO MOUNTAIN ROAD, 33 FEET W OF THE CENTER OF A SHORT
 BZ1333'ROAD CONNECTING THESE TWO ROADS.  IT IS ON THE EDGE OF A
 BZ1333'FIELD OWNED BY K.C. RAINER OR A MR. HASSELL, AND CULTIVATED
 BZ1333'BY J.L. BURT.  THE STATION IS BRONZE DISKS SET IN CONCRETE,
 BZ1333'STAMPED RAINER 1919, AND PROJECT 1 INCH.
 BZ1333'
 BZ1333'REFERENCE MARK NO. 1 IS N OF THE STATION IN THE FENCE LINE
 BZ1333'WHICH BORDERS THE ROAD, 5 FEET NW OF A TELEPHONE POLE, 16 FEET
 BZ1333'W OF THE CENTER LINE OF THE ROAD.  IT IS A BRONZE DISK SET
 BZ1333'IN CONCRETE, FLUSH, AND STAMPED RAINER 1919.
 BZ1333'
 BZ1333'REFERENCE MARK NO. 2 IS SE OF THE STATION, IN THE FENCE LINE
 BZ1333'WHICH BORDERS THE ROAD, 12 FEET E OF THE CENTER LINE OF THE
 BZ1333'ROAD.  IT IS A BRONZE DISK SET IN SQUARE CONCRETE, PROJECTS
 BZ1333'3 INCHES, AND IS STAMPED RAINER 1943.
 BZ1333'
 BZ1333'THE AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION, IN THE
 BZ1333'YARD OF A FARMHOUSE, ABOUT 1 FOOT W OF THE FENCE CORNER
 BZ1333'AT THE SW CORNER OF THE YARD, ABOUT 100 FEET SW OF A WHITE
 BZ1333'HOUSE, AND 18 FEET N OF THE CENTER LINE OF THE ROAD.  IT IS
 BZ1333'A BRONZE DISK SET IN SQUARE CONCRETE AND PROJECTS 8 INCHES.
 BZ1333'IT IS STAMPED RAINER 1943.  TO REACH FROM STATION GO S 0.15
 BZ1333'MILE TO ROAD LEFT.  TURN LEFT, E, AND GO 0.3 MILE TO AZIMUTH
 BZ1333'ON N SIDE OF ROAD.
 BZ1333'
 BZ1333'TO REACH THE STATION FROM GATESVILLE--FROM NE CORNER OF THE
 BZ1333'COURTHOUSE SQUARE GO E ON U.S. HIGHWAY 84 FOR 4.45 MILES
 BZ1333'TO SIDE ROAD LEFT.  THEN TURN LEFT, N, ON DIRT ROAD AND GO
 BZ1333'1.6 MILES TO TRUCK ROAD.  THEN TURN LEFT, W, AND GO 0.15 MILE
 BZ1333'TO SIDE ROAD RIGHT.  THEN TURN RIGHT, N, AND GO 0.15 MILE
 BZ1333'TO STATION ON LEFT.
 BZ1333
 BZ1333                          STATION RECOVERY (1947)
 BZ1333
 BZ1333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 BZ1333'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK FOUND AS
 BZ1333'DESCRIBED IN GOOD CONDITION.  STATION MARK IS STAMPED RAINER
 BZ1333'1919.
 BZ1333
 BZ1333                          STATION RECOVERY (2001)
 BZ1333
 BZ1333'RECOVERY NOTE BY US POWER SQUADRON 2001 (GMF)
 BZ1333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0860 ***********************************************************************
 CR0860  CBN         -  This is a Cooperative Base Network Control Station.
 CR0860  DESIGNATION -  RAINS 2
 CR0860  PID         -  CR0860
 CR0860  STATE/COUNTY-  TX/RAINS
 CR0860  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR0860
 CR0860                         *CURRENT SURVEY CONTROL
 CR0860  ___________________________________________________________________
 CR0860* NAD 83(1993)-  32 57 58.00205(N)    095 54 36.11185(W)     ADJUSTED  
 CR0860* NAVD 88     -       168.8    (meters)     554.     (feet)  GPS OBS   
 CR0860  ___________________________________________________________________
 CR0860  X           -    -551,555.547 (meters)                     COMP
 CR0860  Y           -  -5,328,169.323 (meters)                     COMP
 CR0860  Z           -   3,450,883.913 (meters)                     COMP
 CR0860  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CR0860  ELLIP HEIGHT-         143.16  (meters)          (10/24/00) GPS OBS
 CR0860  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CR0860
 CR0860  HORZ ORDER  -  B
 CR0860  VERT ORDER  -  THIRD (See Below)
 CR0860  ELLP ORDER  -  FOURTH    CLASS II
 CR0860
 CR0860.The horizontal coordinates were established by GPS observations
 CR0860.and adjusted by the National Geodetic Survey in May 1994..
 CR0860
 CR0860.The orthometric height was determined by GPS observations and a
 CR0860.high-resolution geoid model.
 CR0860.The vertical order pertains to the NGVD 29 superseded value.
 CR0860
 CR0860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR0860
 CR0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0860
 CR0860.The ellipsoidal height was determined by GPS observations
 CR0860.and is referenced to NAD 83.
 CR0860
 CR0860.The geoid height was determined by GEOID03.
 CR0860
 CR0860;                    North         East     Units Scale Factor Converg.
 CR0860;SPC TXNC     - 2,147,079.238   842,078.311   MT  0.99987373   +1 24 45.2
 CR0860;SPC TXNC     - 7,044,209.13  2,762,718.59   sFT  0.99987373   +1 24 45.2
 CR0860;UTM  15      - 3,651,290.593   228,005.094   MT  1.00051230   -1 35 04.0
 CR0860
 CR0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0860!SPC TXNC     -   0.99997752  x   0.99987373  =   0.99985126
 CR0860!UTM  15      -   0.99997752  x   1.00051230  =   1.00048981
 CR0860
 CR0860|---------------------------------------------------------------------|
 CR0860| PID    Reference Object                     Distance      Geod. Az  |
 CR0860|                                                           dddmmss.s |
 CR0860| CR0857 RAINS                                29.485 METERS 04353     |
 CR0860| CR0856 F 1163                                             1301838.3 |
 CR0860| CR0858 RAINS RM 1                           21.460 METERS 13918     |
 CR0860| CR1344 LONE OAK MUNICIPAL TANK             APPROX. 4.4 KM 3182451.2 |
 CR0860| CR0859 RAINS RM 2                           26.912 METERS 31957     |
 CR0860| CY2944 RAINS 2 RM 3                                       3245349.1 |
 CR0860|---------------------------------------------------------------------|
 CR0860
 CR0860                          SUPERSEDED SURVEY CONTROL
 CR0860
 CR0860  ELLIP H (05/09/94)  143.27   (m)                       GP(       ) 4 2
 CR0860  NAD 83(1986)-  32 57 58.00877(N)    095 54 36.10003(W) AD(       ) 2
 CR0860  NAD 27      -  32 57 57.58200(N)    095 54 35.22300(W) AD(       ) 2
 CR0860  NGVD 29 (01/29/03)  168.73   (m)          553.6    (f) RESET       3  
 CR0860
 CR0860.Superseded values are not recommended for survey control.
 CR0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0860.See file dsdata.txt to determine how the superseded data were derived.
 CR0860
 CR0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2800551291(NAD 83)
 CR0860_MARKER: DS = TRIANGULATION STATION DISK
 CR0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0860_SP_SET: SQUARE CONCRETE MONUMENT
 CR0860_STAMPING: RAINS 2 1963
 CR0860_MARK LOGO: CGS   
 CR0860_PROJECTION: FLUSH
 CR0860_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0860+STABILITY: SURFACE MOTION
 CR0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0860+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 CR0860
 CR0860  HISTORY     - Date     Condition        Report By
 CR0860  HISTORY     - 1963     MONUMENTED       CGS
 CR0860  HISTORY     - 1963     GOOD             CGS
 CR0860  HISTORY     - 1966     GOOD             CGS
 CR0860  HISTORY     - 1973     GOOD             NGS
 CR0860  HISTORY     - 19930408 GOOD             NGS
 CR0860  HISTORY     - 19950807 GOOD             USPSQD
 CR0860  HISTORY     - 19980611 GOOD             TXDOT
 CR0860  HISTORY     - 20050321 GOOD             GEOCAC
 CR0860
 CR0860                          STATION DESCRIPTION
 CR0860
 CR0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CR0860'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF LONE OAK,
 CR0860'3-1/2 MILES NORTHWEST OF POINT, AND ON THE SOUTHWEST HIGHWAY
 CR0860'RIGHT-OF-WAY ALONG U.S. HIGHWAY 69.
 CR0860'
 CR0860'TO REACH THE STATION FROM THE POST OFFICE IN LONE OAK, GO
 CR0860'SOUTHEAST ON U.S. HIGHWAY 69 FOR 2.75 MILES TO STATION ON
 CR0860'THE RIGHT.
 CR0860'
 CR0860'STATION MARKS ARE STANDARD DISKS STAMPED RAINS 2 1963.  THE
 CR0860'SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 CR0860'PROJECTS 2 INCHES.  IT IS 119 FEET SOUTHWEST OF THE CENTER
 CR0860'LINE OF HIGHWAY, 69 FEET SOUTHEAST OF THE ROAD ENTRANCE TO
 CR0860'A CORRAL, 3 FEET NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY LINE,
 CR0860'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 CR0860'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 CR0860'THE SURFACE OF THE GROUND.
 CR0860'
 CR0860'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAINS NO 1
 CR0860'1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CR0860'2 INCHES.  IT IS 119 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY,
 CR0860'140 FEET SOUTHEAST OF THE CENTER OF THE ROAD ENTRANCE TO
 CR0860'CORRAL, AND 2 FEET NORTHEAST OF A FENCE LINE.
 CR0860'
 CR0860'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RAINS NO 2
 CR0860'1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CR0860'1 INCH.  IT IS 119 FEET SOUTHWEST OF THE CENTER LINE OF
 CR0860'HIGHWAY, 18 FEET NORTHWEST OF THE ROAD ENTRANCE TO THE CORRAL,
 CR0860'AND 1 FOOT NORTHEAST OF THE FENCE LINE.
 CR0860'
 CR0860'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CR0860
 CR0860                          STATION RECOVERY (1963)
 CR0860
 CR0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 CR0860'2.75 MI SE FROM LONE OAK.
 CR0860'ABOUT 2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 69, 119 FEET SOUTHWEST
 CR0860'OF THE CENTER LINE OF HIGHWAY, 69 FEET SOUTHEAST OF THE CENTER OF GATE
 CR0860'AND A FIELD ROAD, 3 FEET NORTHEAST OF THE SOUTHWEST HIGHWAY
 CR0860'RIGHT-OF-WAY LINE, 1 FOOT EAST OF A METAL WITNESS POST, 70.35 FEET
 CR0860'NORTHWEST OF REFERENCE MARK NO. 1. 88.34 FEET SOUTHEAST OF REFERENCE
 CR0860'MARK NO. 2, AND AT TEXAS HIGHWAY DEPARTMENT STATION NO. 1035+85.  A
 CR0860'STANDARD TRIANGULATION STATION DISK STAMPED RAINS 2 1963, SET IN A 10
 CR0860'X 10 IN. CONCRETE POST WHICH PROJECTS 2 INCHES.
 CR0860
 CR0860                          STATION RECOVERY (1966)
 CR0860
 CR0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CR0860'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CR0860'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 CR0860'BENCH MARK F 1163 1959 WAS USED TO SERVE FOR THE AZIMUTH
 CR0860'MARK.
 CR0860'
 CR0860'THE STATION IS ABOUT 2 MILES SOUTHEAST OF LONE OAK, ABOUT
 CR0860'3-1/2 MILES NORTHWEST OF POINT, AND ALONG THE SOUTHWEST
 CR0860'RIGHT-OF-WAY OF U.S. HIGHWAY 69.
 CR0860'
 CR0860'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 47 AND
 CR0860'U.S. HIGHWAY 69 IN POINT, GO NORTHWEST ON U.S. HIGHWAY 69
 CR0860'FOR 3.2 MILES TO BENCH MARK F 1163 (AZIMUTH MARK) ON THE
 CR0860'RIGHT.  CONTINUE ON THE HIGHWAY 0.25 MILE TO STATION ON THE
 CR0860'RIGHT.
 CR0860'
 CR0860'STATION MARKS ARE STANDARD DISKS STAMPED RAINS 2 1963.  THE
 CR0860'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CR0860'PROJECTS ABOUT 2 INCHES.  IT IS 120 FEET SOUTHWEST OF THE
 CR0860'CENTER LINE OF THE HIGHWAY, 69 FEET SOUTHEAST OF A FIELD
 CR0860'ENTRANCE, 49 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT
 CR0860'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF A
 CR0860'METAL WITNESS POST.  THE UNDER GROUND DISK IS SET IN AN
 CR0860'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE SURFACE
 CR0860'OF GROUND.
 CR0860'
 CR0860'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED RAINS NO 1
 CR0860'1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CR0860'ABOUT 4 INCHES.  IT IS 120 FEET SOUTHWEST OF THE CENTER
 CR0860'LINE OF THE HIGHWAY, 140 FEET SOUTHEAST OF THE FIELD ENTRANCE
 CR0860'ROAD, 26 FEET SOUTH OF A TELEPHONE POLE, AND 1 FOOT NORTHEAST
 CR0860'OF THE RIGHT-OF-WAY FENCE LINE.
 CR0860'
 CR0860'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED RAINS NO 2
 CR0860'1935, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 CR0860'THE SURFACE OF THE GROUND.  IT IS 120 FEET SOUTHWEST OF THE
 CR0860'CENTER LINE OF THE HIGHWAY, 19 FEET NORTHWEST OF THE CENTER
 CR0860'OF THE FIELD ENTRANCE ROAD, AND 12 FEET SOUTHEAST OF A TELEPHONE
 CR0860'POLE.
 CR0860'
 CR0860'AZIMUTH MARK, A STANDARD BENCH MARK DISK, STAMPED F 1163
 CR0860'1959, IS ATTACHED TO THE TOP OF A 5/8-INCH COPPER COATED
 CR0860'ROD WHICH IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED
 CR0860'IN A 6-INCH TILE PROJECTING ABOUT 7 INCHES.  IT IS 88 FEET
 CR0860'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 69, 44 FEET
 CR0860'NORTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 2 FEET
 CR0860'SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE, AND 2 FEET SOUTHEAST
 CR0860'OF A METAL WITNESS POST.
 CR0860'
 CR0860'OBSERVATIONS POOR, NOT USED AS AZIMUTH MARK.
 CR0860
 CR0860                          STATION RECOVERY (1973)
 CR0860
 CR0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 CR0860'THE STATION MARK, REFERENCE MARKS 1 AND 2, WERE RECOVERED
 CR0860'AND FOUND IN GOOD CONDITION.  BENCH MARK F 1163 1959 (AZI.
 CR0860'MK.) WAS FOUND TO HAVE BEEN HIT BY HEAVY MACHINERY AND THE
 CR0860'COPPER-ROD WAS BENT OVER TO ONE SIDE.
 CR0860'
 CR0860'REFERENCE MARK NO. 3 WAS ESTABLISHED AND POLARIS OBSERVED
 CR0860'AT THIS TIME.
 CR0860'
 CR0860'THE DISTANCE AND DIRECTION CHECKED TO THE REFERENCE MARKS.
 CR0860'
 CR0860'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CR0860'
 CR0860'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF EAST TAWAKONI,
 CR0860'3 MILES NORTHWEST OF POINT, 2-1/2 MILES SOUTHEAST OF LONE OAK
 CR0860'AND ON THE SOUTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 69.
 CR0860'
 CR0860'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 69
 CR0860'AND FARM ROAD 1567 IN LONE OAK, GO SOUTHEAST ON U.S. HWY.
 CR0860'69 FOR 2.3 MILES TO REFERENCE MARK NO. 3 ON THE LEFT IN CULVERT.
 CR0860'CONTINUE STRAIGHT AHEAD SOUTHEAST ON U.S. HWY. 69 FOR 0.4 MILE
 CR0860'TO A SIDE ROAD ON THE RIGHT AND STATION ON THE RIGHT, SOUTHEAST
 CR0860'OF THE SIDE ROAD.
 CR0860'
 CR0860'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 69
 CR0860'AND FARM ROAD 47 IN POINT, GO NORTHWEST ON U.S. HWY. 69
 CR0860'FOR 3.2 MILES TO A SIDE ROAD ON THE LEFT AND STATION ON
 CR0860'THE LEFT.
 CR0860'
 CR0860'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CR0860'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 CR0860'RAINS 2 1963.  IT IS 120 FEET SOUTHWEST OF THE CENTER-LINE
 CR0860'OF U.S. HWY. 69, 70 FEET SOUTHEAST OF THE CENTER OF TRACK
 CR0860'ROAD, 62 FEET SOUTHEAST OF THE SOUTHEAST END OF GATE, 57
 CR0860'FEET SOUTHEAST OF A T FENCE-CORNER, 1-FOOT NORTHEAST OF
 CR0860'FENCE-LINE AND 1.6 FEET EAST OF A METAL WITNESS POST.
 CR0860'
 CR0860'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 CR0860'A SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS
 CR0860'STAMPED RAINS NO 1 1935.  130 FEET SOUTHEAST OF A T FENCE-CORNER,
 CR0860'120 FEET SOUTHWEST OF THE CENTER-LINE OF HIGHWAY, 26 FEET SOUTH
 CR0860'OF A TELEPHONE POLE AND 1-FOOT NORTHEAST OF THE FENCE-LINE.
 CR0860'
 CR0860'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF
 CR0860'A SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS
 CR0860'STAMPED RAINS NO 2 1935.  IT IS 120 FEET SOUTHWEST OF THE
 CR0860'CENTER-LINE OF U.S. HWY. 69, 32 FEET NORTHWEST OF A T
 CR0860'FENCE-CORNER, 19 FEET NORTHWEST OF THE CENTER OF TRACK ROAD, 11
 CR0860'FEET NORTHWEST OF THE NORTHWEST END OF GATE, 11 FEET
 CR0860'SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 1.6 FEET
 CR0860'NORTHEAST OF THE FENCE.
 CR0860'
 CR0860'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE,
 CR0860'AT THE NORTHWEST END OF THE NORTHEAST HEADWALL OF CONCRETE
 CR0860'CULVERT AND IS STAMPED RAINS 2 1963 NO 3 1973.  IT IS 50
 CR0860'FEET NORTH-NORTHEAST OF THE CENTER-LINE OF U.S. HWY. 69
 CR0860'AND 4.6 FEET WEST OF THE SOUTHEAST END OF CULVERT, 10-INCHES
 CR0860'SOUTHEAST OF THE NORTHWEST END OF CULVERT AND IS ABOUT THE
 CR0860'SAME ELEVATION AS THE HIGHWAY.
 CR0860'
 CR0860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-
 CR0860'2-1/2 MILES SE OF LONE OAK.
 CR0860
 CR0860                          STATION RECOVERY (1993)
 CR0860
 CR0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CR0860'THE STATION IS LOCATED ABOUT 33 KM (20.50 MI) SOUTHWEST OF SULPHUR
 CR0860'SPRINGS, 18 KM (11.20 MI) SOUTH OF INTERSTATE HIGHWAY 30, 8 KM
 CR0860'(4.95 MI) NORTHWEST OF POINT, IN GRASS ON A STRIP OF LAND BETWEEN
 CR0860'HIGHWAY 69 AND A LARGE GRASS PASTURE AND IN THE RIGHT-OF-WAY.
 CR0860'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 CR0860'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 69 AND FARM ROAD 47 IN
 CR0860'POINT, GO NORTHWEST ON HIGHWAY 69 FOR 0.6 KM (0.35 MI) TO FARM ROAD
 CR0860'514 ON THE RIGHT.  CONTINUE AHEAD, NORTHWEST, ON HIGHWAY 69 FOR 1.0
 CR0860'KM (0.60 MI) TO RAINS COUNTY ROAD 4530 ON THE RIGHT.  CONTINUE AHEAD,
 CR0860'NORTHWEST, ON HIGHWAY 69 FOR 1.85 KM (1.15 MI) TO THE SOUTH ENTRANCE
 CR0860'TO A PICNIC AREA ON THE RIGHT.  CONTINUE AHEAD, NORTHWEST, ON HIGHWAY
 CR0860'69 FOR 1.9 KM (1.20 MI) TO A GRAVEL FIELD DRIVEWAY ON THE LEFT AND
 CR0860'THE STATION ON THE LEFT.
 CR0860'THE STATION IS SET IN THE TOP OF A 20 CM SQUARE CONCRETE POST
 CR0860'PROJECTING 3 CM.  IT IS 36.4 M (119.4 FT) SOUTHWEST FROM THE CENTER
 CR0860'OF AND 1 M (3.3 FT) LOWER THAN HIGHWAY 69, 20.5 M (67.3 FT) SOUTHEAST
 CR0860'FROM THE CENTER OF THE FIELD ENTRANCE ROAD, 0.5 M (1.6 FT)
 CR0860'EAST-SOUTHEAST FROM A STEEL WITNESS POST AND 0.25 M (0.82 FT)
 CR0860'NORTHEAST FROM A FIBERGLASS WITNESS POST.
 CR0860
 CR0860                          STATION RECOVERY (1995)
 CR0860
 CR0860'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0860'RECOVERED IN GOOD CONDITION.
 CR0860
 CR0860                          STATION RECOVERY (1998)
 CR0860
 CR0860'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CR0860'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.
 CR0860
 CR0860                          STATION RECOVERY (2005)
 CR0860
 CR0860'RECOVERY NOTE BY GEOCACHING 2005
 CR0860'THE STEEL WITNESS POST NO LONGER EXISTS AND THE FIBERGLASS WITNESS
 CR0860'POST WAS FOUND BUT, THE TOP OF THE FIBERGLASS WITNESS POST WAS
 CR0860'DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0858 ***********************************************************************
 CR0858  DESIGNATION -  RAINS RM 1
 CR0858  PID         -  CR0858
 CR0858  STATE/COUNTY-  TX/RAINS
 CR0858  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR0858
 CR0858                         *CURRENT SURVEY CONTROL
 CR0858  ___________________________________________________________________
 CR0858* NAD 83(1986)-  32 57 58.     (N)    095 54 35.     (W)     SCALED    
 CR0858* NAVD 88     -       168.783  (meters)     553.75   (feet)  ADJUSTED  
 CR0858  ___________________________________________________________________
 CR0858  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CR0858  DYNAMIC HT  -         168.597 (meters)     553.14  (feet)  COMP
 CR0858  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CR0858
 CR0858  VERT ORDER  -  FIRST     CLASS II
 CR0858
 CR0858.The horizontal coordinates were scaled from a topographic map and have
 CR0858.an estimated accuracy of +/- 6 seconds.
 CR0858
 CR0858.The orthometric height was determined by differential leveling
 CR0858.and adjusted by the National Geodetic Survey in June 1991..
 CR0858
 CR0858.The geoid height was determined by GEOID03.
 CR0858
 CR0858.The dynamic height is computed by dividing the NAVD 88
 CR0858.geopotential number by the normal gravity value computed on the
 CR0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0858.degrees latitude (g = 980.6199 gals.).
 CR0858
 CR0858.The modeled gravity was interpolated from observed gravity values.
 CR0858
 CR0858;                    North         East    Units  Estimated Accuracy
 CR0858;SPC TXNC     - 2,147,080.      842,110.      MT  (+/- 180 meters Scaled)
 CR0858
 CR0858                          SUPERSEDED SURVEY CONTROL
 CR0858
 CR0858  NGVD 29 (??/??/92)  168.783  (m)          553.75   (f) ADJ UNCH    1 2
 CR0858
 CR0858.Superseded values are not recommended for survey control.
 CR0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0858.See file dsdata.txt to determine how the superseded data were derived.
 CR0858
 CR0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS280512(NAD 83)
 CR0858_MARKER: DR = REFERENCE MARK DISK
 CR0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0858_STAMPING: RAINS NO 1 1935
 CR0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0858+STABILITY: SURFACE MOTION
 CR0858
 CR0858  HISTORY     - Date     Condition        Report By
 CR0858  HISTORY     - 1935     MONUMENTED       CGS
 CR0858  HISTORY     - 1959     GOOD             NGS
 CR0858  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR0858
 CR0858                          STATION DESCRIPTION
 CR0858
 CR0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0858'2.8 MI SE FROM LONE OAK.
 CR0858'ABOUT 2.8 MILES SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0858'FARM ROAD 1567 AT LONE OAK, OR ABOUT 3.4 MILES NORTHWEST ALONG U. S.
 CR0858'HIGHWAY 69 FROM THE JUNCTION OF FARM ROAD 47 AT POINT, 98 FEET
 CR0858'SOUTHWEST OF THE CENTER LINE OF THE NEW U. S. HIGHWAY 69, 124.9 FEET
 CR0858'SOUTH-SOUTHWEST OF TRIANGULATION STATION RAINS 1935, 158.7 FEET
 CR0858'SOUTHEAST OF RAINS R.M. NO. 2, 139 FEET SOUTHEAST OF THE CENTER LINE
 CR0858'OF A GATE AND A FIELD ROAD, 25 1/2 FEET SOUTH OF A TELEPHONE POLE, 1
 CR0858'1/2 FEET NORTHEAST OF A FENCE, AND IN THE TOP OF A CONCRETE POST
 CR0858'PROJECTING 4 INCHES.
 CR0858
 CR0858                          STATION RECOVERY (1995)
 CR0858
 CR0858'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0859 ***********************************************************************
 CR0859  DESIGNATION -  RAINS RM 2
 CR0859  PID         -  CR0859
 CR0859  STATE/COUNTY-  TX/RAINS
 CR0859  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR0859
 CR0859                         *CURRENT SURVEY CONTROL
 CR0859  ___________________________________________________________________
 CR0859* NAD 83(1986)-  32 57 58.     (N)    095 54 35.     (W)     SCALED    
 CR0859* NAVD 88     -       168.628  (meters)     553.24   (feet)  ADJUSTED  
 CR0859  ___________________________________________________________________
 CR0859  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CR0859  DYNAMIC HT  -         168.441 (meters)     552.63  (feet)  COMP
 CR0859  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CR0859
 CR0859  VERT ORDER  -  FIRST     CLASS II
 CR0859
 CR0859.The horizontal coordinates were scaled from a topographic map and have
 CR0859.an estimated accuracy of +/- 6 seconds.
 CR0859
 CR0859.The orthometric height was determined by differential leveling
 CR0859.and adjusted by the National Geodetic Survey in June 1991..
 CR0859
 CR0859.The geoid height was determined by GEOID03.
 CR0859
 CR0859.The dynamic height is computed by dividing the NAVD 88
 CR0859.geopotential number by the normal gravity value computed on the
 CR0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0859.degrees latitude (g = 980.6199 gals.).
 CR0859
 CR0859.The modeled gravity was interpolated from observed gravity values.
 CR0859
 CR0859;                    North         East    Units  Estimated Accuracy
 CR0859;SPC TXNC     - 2,147,080.      842,110.      MT  (+/- 180 meters Scaled)
 CR0859
 CR0859                          SUPERSEDED SURVEY CONTROL
 CR0859
 CR0859  NGVD 29 (??/??/92)  168.628  (m)          553.24   (f) ADJ UNCH    1 2
 CR0859
 CR0859.Superseded values are not recommended for survey control.
 CR0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0859.See file dsdata.txt to determine how the superseded data were derived.
 CR0859
 CR0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS280512(NAD 83)
 CR0859_MARKER: DR = REFERENCE MARK DISK
 CR0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0859_STAMPING: RAINS NO 2 1935
 CR0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0859+STABILITY: SURFACE MOTION
 CR0859
 CR0859  HISTORY     - Date     Condition        Report By
 CR0859  HISTORY     - 1935     MONUMENTED       CGS
 CR0859  HISTORY     - 1959     GOOD             NGS
 CR0859  HISTORY     - 19950807 GOOD             USPSQD
 CR0859
 CR0859                          STATION DESCRIPTION
 CR0859
 CR0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0859'2.8 MI SE FROM LONE OAK.
 CR0859'ABOUT 2.8 MILES SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0859'FARM ROAD 1567 AT LONE OAK, 113 FEET SOUTHEAST OF THE EAST CORNER OF A
 CR0859'STOCK PEN, 100 FEET SOUTHWEST OF THE CENTER LINE OF THE NEW U. S.
 CR0859'HIGHWAY 69, 48 FEET SOUTHWEST OF THE CENTER LINE OF AN OLD RAILROAD
 CR0859'GRADE, 19 FEET NORTHWEST OF THE CENTER LINE OF A GATE AND A FIELD
 CR0859'ROAD, 11 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 158.7 FEET NORTHWEST
 CR0859'OF RAINS R.M. NO. 1, 123.7 FEET WEST OF TRIANGULATION STATION RAINS
 CR0859'1935, 1 1/2 FEET NORTHEAST OF A FENCE, AND IN THE TOP OF A CONCRETE
 CR0859'POST FLUSH WITH THE GROUND.
 CR0859
 CR0859                          STATION RECOVERY (1995)
 CR0859
 CR0859'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0599 ***********************************************************************
 DP0599  DESIGNATION -  RALLS
 DP0599  PID         -  DP0599
 DP0599  STATE/COUNTY-  TX/CROSBY
 DP0599  USGS QUAD   -  RALLS NE (1979)
 DP0599
 DP0599                         *CURRENT SURVEY CONTROL
 DP0599  ___________________________________________________________________
 DP0599* NAD 83(1993)-  33 41 20.15602(N)    101 21 10.59408(W)     ADJUSTED  
 DP0599* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 DP0599  ___________________________________________________________________
 DP0599  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 DP0599  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DP0599
 DP0599  HORZ ORDER  -  FIRST
 DP0599
 DP0599.The horizontal coordinates were established by classical geodetic methods
 DP0599.and adjusted by the National Geodetic Survey in February 1996..
 DP0599
 DP0599.The orthometric height was scaled from a topographic map.
 DP0599
 DP0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0599
 DP0599.The geoid height was determined by GEOID03.
 DP0599
 DP0599;                    North         East     Units Scale Factor Converg.
 DP0599;SPC TXNC     - 2,227,845.908   335,524.524   MT  0.99993434   -1 33 21.5
 DP0599;SPC TXNC     - 7,309,191.12  1,100,800.04   sFT  0.99993434   -1 33 21.5
 DP0599;UTM  14      - 3,730,151.180   281,898.229   MT  1.00018646   -1 18 20.4
 DP0599
 DP0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0599!SPC TXNC     -   0.99985580  x   0.99993434  =   0.99979015
 DP0599!UTM  14      -   0.99985580  x   1.00018646  =   1.00004224
 DP0599
 DP0599:                Primary Azimuth Mark                     Grid Az
 DP0599:SPC TXNC     -  CROSBYTON DAIRY WATER TANK               102 40 15.1
 DP0599:UTM  14      -  CROSBYTON DAIRY WATER TANK               102 25 14.0
 DP0599
 DP0599|---------------------------------------------------------------------|
 DP0599| PID    Reference Object                     Distance      Geod. Az  |
 DP0599|                                                           dddmmss.s |
 DP0599| DP0594 CROSBYTON DAIRY WATER TANK          APPROX.10.0 KM 1010653.6 |
 DP0599| DP0257 R 473                                              1902242.6 |
 DP0599| CJ8193 RALLS RM 2                           49.846 METERS 25253     |
 DP0599| CJ8194 RALLS RM 3                           53.268 METERS 25910     |
 DP0599| CJ8191 RALLS AZ MK                                        3565256.2 |
 DP0599| CJ8192 RALLS RM 1                           21.370 METERS 35944     |
 DP0599|---------------------------------------------------------------------|
 DP0599
 DP0599                          SUPERSEDED SURVEY CONTROL
 DP0599
 DP0599  NAD 83(1993)-  33 41 20.16097(N)    101 21 10.59232(W) AD(       ) 1
 DP0599  NAD 83(1986)-  33 41 20.16174(N)    101 21 10.58853(W) AD(       ) 1
 DP0599  NAD 27      -  33 41 19.85500(N)    101 21 09.02700(W) AD(       ) 1
 DP0599
 DP0599.Superseded values are not recommended for survey control.
 DP0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0599.See file dsdata.txt to determine how the superseded data were derived.
 DP0599
 DP0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8189830151(NAD 83)
 DP0599_MARKER: DS = TRIANGULATION STATION DISK
 DP0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0599
 DP0599  HISTORY     - Date     Condition        Report By
 DP0599  HISTORY     - 1935     MONUMENTED       CGS
 DP0599  HISTORY     - 1938     GOOD             TXHD
 DP0599  HISTORY     - 1950     GOOD             CGS
 DP0599  HISTORY     - 1958     GOOD             CGS
 DP0599  HISTORY     - 1959     MARK NOT FOUND   CGS
 DP0599  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0599
 DP0599                          STATION DESCRIPTION
 DP0599
 DP0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0599'STATION IS LOCATED 2 MILES ENE OF RALLS, 6-3/4 MILES WNW OF
 DP0599'CROSBYTON, ON THE PROPERTY OF MR. LEONARD SCHOOLCRAFT.  IT IS
 DP0599'129 FEET SE OF SE CORNER OF GOOLSBYS HOUSE, 9 FEET W OF E-W
 DP0599'AND N-S FENCE CORNER POST IN E-W FENCE LINE.
 DP0599'
 DP0599'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0599'BRONZE DISKS SET IN CONCRETE.
 DP0599'
 DP0599'REFERENCE MARK NO. 1 IS 70.11 FEET (21.367 METERS) NE OF STATION
 DP0599'IN N-S FENCE LINE.
 DP0599'
 DP0599'REFERENCE MARK NO. 2 IS 163.53 FEET (49.846 METERS) W OF STATION,
 DP0599'18 FEET E OF CENTER LINE OF ROAD LEADING TO STATION, AND 3
 DP0599'FEET E OF N-S FENCE LINE.
 DP0599'
 DP0599'AZIMUTH MARK IS 0.6 MILE N OF STATION, 22 FEET S OF CENTER LINE
 DP0599'OF E-W ROAD, 2 FEET E OF N-S FENCE LINE, AND 2 FEET S OF E-W
 DP0599'FENCE LINE.  REACHED FROM STATION BY GOING 175 FEET W TO FENCE
 DP0599'LINE, THENCE RIGHT (W) FOR 0.6 MILE.
 DP0599'
 DP0599'STATION IS REACHED FROM THE CROSS ROAD AND PHILLIPS SERVICE
 DP0599'STATION IN RALLS BY GOING E ON U.S. HIGHWAY 62 FOR 0.5 MILES.
 DP0599'TURN LEFT ON CROSS ROAD, ACROSS RAILROAD FOR 0.6 MILE.  TURN
 DP0599'LEFT (N) AT TWO-STORY FRAME BUILDING ON LEFT.  GO 0.65 MILE AND
 DP0599'TURN RIGHT (E).  GO 0.65 MILE AND TURN LEFT (N).  GO 0.3 MILE TO
 DP0599'HOME OF N.L. GOOLSBY AND STATION SITE.
 DP0599'
 DP0599'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DP0599
 DP0599                          STATION RECOVERY (1938)
 DP0599
 DP0599'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0599'DESCRIPTION AS GIVEN IN REACHING STATION IS SATISFACTORY.
 DP0599'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DP0599'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0599
 DP0599                          STATION RECOVERY (1950)
 DP0599
 DP0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 DP0599'DESCRIPTION GOOD.  STATION AND REFERENCE MARKS RECOVERED IN GOOD
 DP0599'CONDITION.  AZIMUTH MARK HAS BEEN DESTROYED.
 DP0599
 DP0599                          STATION RECOVERY (1958)
 DP0599
 DP0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DP0599'THE TOP OF THE SURFACE STATION MARK WAS FOUND TO BE BROKEN OFF.
 DP0599'THE UNDERGROUND WAS FOUND IN GOOD CONDITION.  SINCE THE STATION
 DP0599'MARK WAS IN THE EDGE OF A CULTIVATED FIELD AN 18-INCH SECTION
 DP0599'OF THE SURFACE MARK WAS PLUMBED OVER THE UNDERGROUND MARK.  THE
 DP0599'STATION IS ABOUT 14 INCHES BELOW SURFACE OF THE GROUND AND DISK
 DP0599'IS STAMPED RALLS 1935 1958.  IT IS 109 FEET SOUTHEAST OF THE
 DP0599'SOUTHEAST CORNER OF A CONCRETE-BLOCK HOUSE, 33 FEET SOUTHWEST
 DP0599'OF THE SOUTHWEST CORNER OF A LOT AND AT THE SOUTH EDGE OF A
 DP0599'FIELD ROAD LEADING EAST.
 DP0599'
 DP0599'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION BUT R.M. NO.
 DP0599'2 WAS IN A CULTIVATED FIELD AND IN WAY OF CULTIVATION.  THIS
 DP0599'MARK WAS MOVED AND THE DISK WAS RESTAMPED, RALLS NO. 3 1939.
 DP0599'IT IS 174.765 FEET WEST-SOUTHWEST OF THE STATION, 18 FEET EAST
 DP0599'OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A POWER LINE
 DP0599'POLE WITH TRANSFORMER.  THE MARK PROJECTS ABOUT 1 FOOT.
 DP0599'
 DP0599'THE TOP OF THE AZIMUTH MARK POST WAS FOUND TO BE BROKEN OFF
 DP0599'AND LYING ON TOP OF THE GROUND.  THE DISK WAS REMOVED FROM THE
 DP0599'BROKEN SECTION.  BENCH MARK R 473 1934 WAS LOCATED ABOUT 0.9
 DP0599'MILE SOUTH-SOUTHWEST OF THE STATION.  A DIRECTION WAS OBSERVED TO
 DP0599'THIS MARK AND IT WAS USED FOR AN AZIMUTH MARK.  IT IS 46 FEET
 DP0599'SOUTH OF THE CENTER LINE OF THE ROAD, 45 FEET NORTH OF THE
 DP0599'CENTER LINE OF THE RAILROAD AND 4 FEET NORTH OF MILEPOST 30.
 DP0599'IT IS A STANDARD BENCH MARK DISK STAMPED R 473 1934 AND
 DP0599'PROJECTS ABOUT 2 INCHES.  TO REACH FROM THE STATION GO SOUTH
 DP0599'0.3 MILE, TURN RIGHT AND GO WEST 0.6 MILE, TURN LEFT AND GO SOUTH
 DP0599'0.65 MILE, TURN LEFT AND GO EAST ALONG NORTH SIDE OF RAILROAD FOR
 DP0599'0.5 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 DP0599'
 DP0599'TO REACH THE STATION FROM RALLS, FROM THE RAILROAD STATION, GO
 DP0599'EAST ON U.S. HIGHWAY 62 AND 82 FOR 1.05 MILES, TURN LEFT ACROSS
 DP0599'RAILROAD AND GO NORTH FOR 0.65 MILE, TURN RIGHT AND GO EAST
 DP0599'FOR 0.6 MILE, TURN LEFT AND GO NORTH FOR 0.3 MILE TO HOUSE ON
 DP0599'RIGHT AND STATION TO SOUTHEAST OF HOUSE.
 DP0599
 DP0599                          STATION RECOVERY (1959)
 DP0599
 DP0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HDW)
 DP0599'SURFACE MARKER DESTROYED.  OWNER OF LAND SAYS NEW MARKER PLACED
 DP0599'BENEATH SURFACE.
 DP0599
 DP0599                          STATION RECOVERY (1965)
 DP0599
 DP0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0599'STATION NOT FOUND.  STATION SEARCHED FOR, BUT NEITHER SURFACE
 DP0599'OR UNDERGROUND MARK WAS FOUND.  BOTH R.M.S ARE IN PLACE AND IN
 DP0599'GOOD CONDITION.
 DP0599'
 DP0599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 DP0599'ENE OF RALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0601 ***********************************************************************
 DP0601  DESIGNATION -  RALLS MUNICIPAL TANK
 DP0601  PID         -  DP0601
 DP0601  STATE/COUNTY-  TX/CROSBY
 DP0601  USGS QUAD   -  RALLS (1967)
 DP0601
 DP0601                         *CURRENT SURVEY CONTROL
 DP0601  ___________________________________________________________________
 DP0601* NAD 83(1993)-  33 40 40.82640(N)    101 22 57.96792(W)     ADJUSTED  
 DP0601* NAVD 88     -       947.     (meters)    3107.     (feet)  SCALED    
 DP0601  ___________________________________________________________________
 DP0601  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 DP0601  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DP0601
 DP0601  HORZ ORDER  -  THIRD
 DP0601
 DP0601.The horizontal coordinates were established by classical geodetic methods
 DP0601.and adjusted by the National Geodetic Survey in July 1998..
 DP0601
 DP0601.The orthometric height was scaled from a topographic map.
 DP0601
 DP0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0601
 DP0601.The geoid height was determined by GEOID03.
 DP0601
 DP0601;                    North         East     Units Scale Factor Converg.
 DP0601;SPC TXNC     - 2,226,710.173   332,727.012   MT  0.99993224   -1 34 20.1
 DP0601;SPC TXNC     - 7,305,464.96  1,091,621.87   sFT  0.99993224   -1 34 20.1
 DP0601;UTM  14      - 3,729,002.931   279,104.979   MT  1.00020159   -1 19 18.6
 DP0601
 DP0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0601!SPC TXNC     -   0.99985532  x   0.99993224  =   0.99978757
 DP0601!UTM  14      -   0.99985532  x   1.00020159  =   1.00005688
 DP0601
 DP0601                          SUPERSEDED SURVEY CONTROL
 DP0601
 DP0601  NAD 83(1993)-  33 40 40.82640(N)    101 22 57.96792(W) AD(       ) 4
 DP0601  NAD 83(1993)-  33 40 40.83175(N)    101 22 57.96596(W) AD(       ) 4
 DP0601  NAD 83(1986)-  33 40 40.83294(N)    101 22 57.96190(W) AD(       ) 4
 DP0601  NAD 27      -  33 40 40.52500(N)    101 22 56.39900(W) AD(       ) 3
 DP0601
 DP0601.Superseded values are not recommended for survey control.
 DP0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0601.See file dsdata.txt to determine how the superseded data were derived.
 DP0601
 DP0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC7910529003(NAD 83)
 DP0601_MARKER: 51 = TANK
 DP0601
 DP0601  HISTORY     - Date     Condition        Report By
 DP0601  HISTORY     - 1935     FIRST OBSERVED   CGS
 DP0601
 DP0601                          STATION DESCRIPTION
 DP0601
 DP0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0601'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33101-1, STATION 1015.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1281 ***********************************************************************
 AJ1281  DESIGNATION -  RAMIREZ
 AJ1281  PID         -  AJ1281
 AJ1281  STATE/COUNTY-  TX/DUVAL
 AJ1281  USGS QUAD   -  RAMIREZ (1969)
 AJ1281
 AJ1281                         *CURRENT SURVEY CONTROL
 AJ1281  ___________________________________________________________________
 AJ1281* NAD 83(1993)-  27 22 18.35294(N)    098 24 40.18826(W)     ADJUSTED  
 AJ1281* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 AJ1281  ___________________________________________________________________
 AJ1281  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AJ1281  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AJ1281
 AJ1281  HORZ ORDER  -  SECOND
 AJ1281
 AJ1281.The horizontal coordinates were established by classical geodetic methods
 AJ1281.and adjusted by the National Geodetic Survey in February 1996..
 AJ1281
 AJ1281.The orthometric height was scaled from a topographic map.
 AJ1281
 AJ1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1281
 AJ1281.The geoid height was determined by GEOID03.
 AJ1281
 AJ1281;                    North         East     Units Scale Factor Converg.
 AJ1281;SPC TX S     - 5,188,914.889   308,787.543   MT  0.99991564   +0 02 25.2
 AJ1281;SPC TX S     -17,023,964.93  1,013,080.46   sFT  0.99991564   +0 02 25.2
 AJ1281;UTM  14      - 3,027,750.263   558,228.785   MT  0.99964185   +0 16 14.6
 AJ1281
 AJ1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1281!SPC TX S     -   0.99998674  x   0.99991564  =   0.99990238
 AJ1281!UTM  14      -   0.99998674  x   0.99964185  =   0.99962859
 AJ1281
 AJ1281|---------------------------------------------------------------------|
 AJ1281| PID    Reference Object                     Distance      Geod. Az  |
 AJ1281|                                                           dddmmss.s |
 AJ1281| CV2851 RAMIREZ RM 1                         19.934 METERS 04613     |
 AJ1281| AJ1277 CONCEPCION EMACULATE CON CH         APPROX. 6.1 KM 0643210.3 |
 AJ1281| AJ1280 RAMIREZ TRINITY GAS PLT STK         APPROX. 4.7 KM 1421512.4 |
 AJ1281| CV2852 RAMIREZ RM 2                         24.636 METERS 18113     |
 AJ1281| CV2850 RAMIREZ AZ MK                                      1825434.5 |
 AJ1281|---------------------------------------------------------------------|
 AJ1281
 AJ1281                          SUPERSEDED SURVEY CONTROL
 AJ1281
 AJ1281  NAD 83(1986)-  27 22 18.35933(N)    098 24 40.16201(W) AD(       ) 2
 AJ1281  NAD 27      -  27 22 17.22240(N)    098 24 39.12590(W) AD(       ) 2
 AJ1281
 AJ1281.Superseded values are not recommended for survey control.
 AJ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1281.See file dsdata.txt to determine how the superseded data were derived.
 AJ1281
 AJ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5822927750(NAD 83)
 AJ1281_MARKER: DS = TRIANGULATION STATION DISK
 AJ1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1281
 AJ1281  HISTORY     - Date     Condition        Report By
 AJ1281  HISTORY     - 1961     MONUMENTED       CGS
 AJ1281
 AJ1281                          STATION DESCRIPTION
 AJ1281
 AJ1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1281'THE STATION IS APPROXIMATELY 18 MILES WEST OF PREMONT, 16
 AJ1281'MILES SOUTH OF BENAVIDES, 3-3/4 MILES SOUTHWEST OF CONCEPTION,
 AJ1281'1-1/2 MILES NORTH OF RAMIREZ AND ON PROPERTY OWNED BY MR. M.E.
 AJ1281'AND E.P. CHAPPA.
 AJ1281'
 AJ1281'TO REACH THE STATION FROM THE CAUTION LIGHT EAST OF THE POST
 AJ1281'OFFICE IN PREMONT, GO NORTH ON U.S. HIGHWAY 281 FOR 0.6 MILE
 AJ1281'TO THE JUNCTION OF FARM ROAD 716.  TURN LEFT, WEST, ON FARM
 AJ1281'ROAD 716 FOR 9.3 MILES TO THE JUNCTION OF FARM ROAD 1329.  TURN
 AJ1281'RIGHT, NORTH, ON FARM ROADS 716 AND 1329 FOR 1.0 MILE TO A
 AJ1281'CROSSROAD.  TURN LEFT, WEST, ON FARM ROAD 716 FOR 8.4 MILES
 AJ1281'TO THE JUNCTION OF STATE HIGHWAY 339.  TURN LEFT, SOUTH, ON
 AJ1281'STATE HIGHWAY 339 FOR 2.3 MILES TO A SMALL GROCERY STORE
 AJ1281'(CHAPPAS GROCERY) ON THE LEFT AND THE STATION ON THE LEFT.
 AJ1281'(CONTINUE SOUTH ON HIGHWAY 339 FOR 0.55 MILE TO THE DRIVEWAY
 AJ1281'TO MR. V.J. RAMIREZ FARM HOME ON THE RIGHT AND THE AZIMUTH
 AJ1281'MARK ON THE RIGHT.)
 AJ1281'
 AJ1281'STATION MARKS ARE STANDARD DISKS STAMPED RAMIREZ 1961.  THE
 AJ1281'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AJ1281'INCHES.  IT IS 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AJ1281'OF A BUILDING, 50 FEET EAST OF THE CENTER OF HIGHWAY 339, 47
 AJ1281'FEET SOUTH OF A TREE USED AS A FENCE CORNER POST, 3 FEET SOUTH
 AJ1281'OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE
 AJ1281'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 AJ1281'INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1281'
 AJ1281'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAMIREZ NO 1
 AJ1281'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1281'IT IS 48 FEET EAST OF THE TREE USED AS A FENCE CORNER POST, 4
 AJ1281'FEET WEST OF THE SOUTHWEST CORNER OF THE BUILDING AND 1 FOOT
 AJ1281'SOUTH OF A FENCE.
 AJ1281'
 AJ1281'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RAMIREZ NO 2 1961,
 AJ1281'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 AJ1281'IS 128 FEET SOUTH OF THE TREE USED AS A FENCE CORNER POST,
 AJ1281'51 FEET EAST OF THE CENTER OF HIGHWAY 339 AND 1 FOOT EAST OF THE
 AJ1281'FENCE.
 AJ1281'
 AJ1281'AZIMUTH MARK, A STANDARD DISK STAMPED RAMIREZ 1961, IS SET
 AJ1281'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 49
 AJ1281'FEET WEST OF THE CENTER OF HIGHWAY 339, 11 FEET NORTH OF THE
 AJ1281'CENTER OF THE DRIVEWAY, 2 FEET NORTH OF A POWER POLE WITH A
 AJ1281'TRANSFORMER, 1.5 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT
 AJ1281'EAST OF A FENCE.
 AJ1281'
 AJ1281'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1281'
 AJ1281'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 135.24 FT.,
 AJ1281'41.222 M..
 AJ1281'
 AJ1281'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1280 ***********************************************************************
 AJ1280  DESIGNATION -  RAMIREZ TRINITY GAS PLT STK
 AJ1280  PID         -  AJ1280
 AJ1280  STATE/COUNTY-  TX/DUVAL
 AJ1280  USGS QUAD   -  RAMIREZ (1969)
 AJ1280
 AJ1280                         *CURRENT SURVEY CONTROL
 AJ1280  ___________________________________________________________________
 AJ1280* NAD 83(1993)-  27 20 16.73414(N)    098 22 54.76455(W)     ADJUSTED  
 AJ1280* NAVD 88     -                                                        
 AJ1280  ___________________________________________________________________
 AJ1280  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AJ1280  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AJ1280
 AJ1280  HORZ ORDER  -  THIRD
 AJ1280
 AJ1280.The horizontal coordinates were established by classical geodetic methods
 AJ1280.and adjusted by the National Geodetic Survey in February 1996..
 AJ1280
 AJ1280
 AJ1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1280
 AJ1280.The geoid height was determined by GEOID03.
 AJ1280
 AJ1280;                    North         East     Units Scale Factor Converg.
 AJ1280;SPC TX S     - 5,185,174.124   311,687.798   MT  0.99991201   +0 03 13.1
 AJ1280;SPC TX S     -17,011,692.11  1,022,595.72   sFT  0.99991201   +0 03 13.1
 AJ1280;UTM  14      - 3,024,022.193   561,143.268   MT  0.99964615   +0 17 01.9
 AJ1280
 AJ1280                          SUPERSEDED SURVEY CONTROL
 AJ1280
 AJ1280  NAD 83(1986)-  27 20 16.74062(N)    098 22 54.73804(W) AD(       ) 4
 AJ1280  NAD 27      -  27 20 15.60000(N)    098 22 53.70400(W) AD(       ) 3
 AJ1280
 AJ1280.Superseded values are not recommended for survey control.
 AJ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1280.See file dsdata.txt to determine how the superseded data were derived.
 AJ1280
 AJ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6114324022(NAD 83)
 AJ1280_MARKER: 63 = STACK
 AJ1280
 AJ1280  HISTORY     - Date     Condition        Report By
 AJ1280  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1280
 AJ1280                          STATION DESCRIPTION
 AJ1280
 AJ1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1280'THE STATION IS THE TOP CENTER OF THE STACK WHICH IS 2 MILES
 AJ1280'EAST OF RAMIREZ, ALONG THE WEST SIDE OF STATE HIGHWAY 339
 AJ1280'AND ON THE EAST SIDE OF THE GAS PLANT AREA.
 AJ1280'
 AJ1280'THE STACK IS A METAL STRUCTURE WITH A LARGE BOTTOM AND IT
 AJ1280'TAPERS SMALLER AT THE TOP.  IT IS PAINTED SILVER ON THE
 AJ1280'BOTTOM AND BLACK ON THE TOP.  IT IS 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0597 ***********************************************************************
 AZ0597  DESIGNATION -  RANCH
 AZ0597  PID         -  AZ0597
 AZ0597  STATE/COUNTY-  TX/EDWARDS
 AZ0597  USGS QUAD   -  INDIAN CREEK NE (1971)
 AZ0597
 AZ0597                         *CURRENT SURVEY CONTROL
 AZ0597  ___________________________________________________________________
 AZ0597* NAD 83(1993)-  29 54 15.19518(N)    100 19 03.43028(W)     ADJUSTED  
 AZ0597* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 AZ0597  ___________________________________________________________________
 AZ0597  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AZ0597  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 AZ0597
 AZ0597  HORZ ORDER  -  FIRST
 AZ0597
 AZ0597.The horizontal coordinates were established by classical geodetic methods
 AZ0597.and adjusted by the National Geodetic Survey in February 1996..
 AZ0597
 AZ0597.The orthometric height was scaled from a topographic map.
 AZ0597
 AZ0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0597
 AZ0597.The geoid height was determined by GEOID03.
 AZ0597
 AZ0597;                    North         East     Units Scale Factor Converg.
 AZ0597;SPC TXSC     - 4,230,229.368   472,759.721   MT  0.99991246   -0 38 43.9
 AZ0597;SPC TXSC     -13,878,677.52  1,551,045.85   sFT  0.99991246   -0 38 43.9
 AZ0597;UTM  14      - 3,308,901.640   372,791.109   MT  0.99979965   -0 39 25.2
 AZ0597
 AZ0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0597!SPC TXSC     -   0.99989103  x   0.99991246  =   0.99980350
 AZ0597!UTM  14      -   0.99989103  x   0.99979965  =   0.99969070
 AZ0597
 AZ0597:                Primary Azimuth Mark                     Grid Az
 AZ0597:SPC TXSC     -  ROCKSPRINGS TANK                         041 55 16.3
 AZ0597:UTM  14      -  ROCKSPRINGS TANK                         041 55 57.6
 AZ0597
 AZ0597|---------------------------------------------------------------------|
 AZ0597| PID    Reference Object                     Distance      Geod. Az  |
 AZ0597|                                                           dddmmss.s |
 AZ0597| BO0449 ROCKSPRINGS TANK                    APPROX.16.1 KM 0411632.4 |
 AZ0597| CV6075 RANCH RM 1                           26.327 METERS 07014     |
 AZ0597| AZ0589 YOUNG                               APPROX.14.0 KM 0773532.6 |
 AZ0597| CV6076 RANCH RM 2                           31.389 METERS 12115     |
 AZ0597| CV6077 RANCH RM 3                           47.611 METERS 21756     |
 AZ0597| AZ0596 WINDMILL NEAR STA RANCH              32.521 METERS 28611     |
 AZ0597|---------------------------------------------------------------------|
 AZ0597
 AZ0597                          SUPERSEDED SURVEY CONTROL
 AZ0597
 AZ0597  NAD 83(1986)-  29 54 15.19243(N)    100 19 03.41592(W) AD(       ) 1
 AZ0597  NAD 27      -  29 54 14.42300(N)    100 19 02.11900(W) AD(       ) 1
 AZ0597
 AZ0597.Superseded values are not recommended for survey control.
 AZ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0597.See file dsdata.txt to determine how the superseded data were derived.
 AZ0597
 AZ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU7279108902(NAD 83)
 AZ0597_MARKER: DS = TRIANGULATION STATION DISK
 AZ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0597
 AZ0597  HISTORY     - Date     Condition        Report By
 AZ0597  HISTORY     - 1935     MONUMENTED       CGS
 AZ0597  HISTORY     - 1944     GOOD             CGS
 AZ0597  HISTORY     - 19710401 MARK NOT FOUND   NGS
 AZ0597
 AZ0597                          STATION DESCRIPTION
 AZ0597
 AZ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0597'STATION IS LOCATED ON HIGH GROUND NEAR THE S END OF A RIDGE
 AZ0597'BETWEEN HACKBERRY AND INDIAN CREEKS, 10 MILES SW OF ROCKSPRINGS,
 AZ0597'BETWEEN TWO CLUMPS OF TREES, 96 FEET S OF SMALL UNPAINTED
 AZ0597'HOUSE, AND 40 FEET E FROM E SIDE OF WATER RESERVOIR.  MARK IS
 AZ0597'FLUSH WITH THE GROUND.
 AZ0597'
 AZ0597'SURFACE, UNDERGROUND, AND REFERENCE MARK 3 ARE BRONZE DISKS
 AZ0597'SET IN CONCRETE.
 AZ0597'
 AZ0597'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK.
 AZ0597'IT IS 34 FEET SE OF FENCE CORNER AND 19 FEET SE OF FENCELINE.
 AZ0597'
 AZ0597'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK.
 AZ0597'
 AZ0597'REFERENCE MARK 3 IS 5 FEET NW OF FENCE AND IS SET FLUSH
 AZ0597'WITH THE GROUND.
 AZ0597'
 AZ0597'TO REACH STATION FROM THE POST OFFICE IN ROCKSPRINGS, GO W
 AZ0597'ON STATE HIGHWAY 41 FOR 3.35 MILES AND LEAVE HIGHWAY ON A LEFT
 AZ0597'FORK.  PROCEED S ON LEFT FORK FOR 5.9 MILES, OR 1.75 MILES PAST
 AZ0597'A GATE ON LEFT WITH SIGN S.S. HENRY, AND TURN LEFT THROUGH A
 AZ0597'GATE WITH SIGNS J.D. VARGA AND SMART RANCH.  FOLLOW THIS RANCH
 AZ0597'ROAD, WHICH IS VERY ROCKY, ALONG TOP OF RIDGE FOR 3.05 MILES,
 AZ0597'OR 2.65 MILES BEYOND FIRST RANCH HOUSE, TO AN UNPAINTED RANCH
 AZ0597'HOUSE, WINDMILL, SHEDS, CONCRETE RESERVOIR, AND STATION.
 AZ0597'
 AZ0597'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AZ0597
 AZ0597                          STATION RECOVERY (1944)
 AZ0597
 AZ0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AZ0597'STATION IS LOCATED NEAR A WINDMILL AND MASONRY WATER TANK.
 AZ0597'IT IS 106.7 FEET E OF THE WINDMILL, 42.4 FEET S OF FENCE, AND
 AZ0597'49.0 FEET ENE OF THE MASONRY WATER TANK.
 AZ0597'
 AZ0597'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 AZ0597'CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED RANCH 1935.
 AZ0597'
 AZ0597'REFERENCE MARK 1 IS STAMPED RANCH NO 1 1935 AND IS FLUSH WITH
 AZ0597'THE GROUND.
 AZ0597'
 AZ0597'REFERENCE MARK 2 IS STAMPED RANCH NO 2 1935 AND IS FLUSH WITH
 AZ0597'THE GROUND.
 AZ0597'
 AZ0597'REFERENCE MARK 3 IS STAMPED RANCH NO 3 1935.
 AZ0597
 AZ0597                          STATION RECOVERY (1971)
 AZ0597
 AZ0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (MWS)
 AZ0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2067 ***********************************************************************
 BL2067  DESIGNATION -  RANCH
 BL2067  PID         -  BL2067
 BL2067  STATE/COUNTY-  TX/JEFFERSON
 BL2067  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2067
 BL2067                         *CURRENT SURVEY CONTROL
 BL2067  ___________________________________________________________________
 BL2067* NAD 83(1993)-  30 00 54.78279(N)    094 02 13.10978(W)     ADJUSTED  
 BL2067* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 BL2067  ___________________________________________________________________
 BL2067  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BL2067  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL2067
 BL2067  HORZ ORDER  -  SECOND
 BL2067
 BL2067.The horizontal coordinates were established by classical geodetic methods
 BL2067.and adjusted by the National Geodetic Survey in February 1996..
 BL2067
 BL2067.The orthometric height was scaled from a topographic map.
 BL2067
 BL2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2067
 BL2067.The geoid height was determined by GEOID03.
 BL2067
 BL2067;                    North         East     Units Scale Factor Converg.
 BL2067;SPC TXSC     - 4,251,972.772 1,078,615.247   MT  0.99993354   +2 25 53.2
 BL2067;SPC TXSC     -13,950,014.00  3,538,756.86   sFT  0.99993354   +2 25 53.2
 BL2067;SPC TX C     - 3,055,826.278 1,307,112.594   MT  1.00002863   +3 14 34.8
 BL2067;SPC TX C     -10,025,656.71  4,288,418.57   sFT  1.00002863   +3 14 34.8
 BL2067;UTM  15      - 3,320,924.281   399,998.682   MT  0.99972338   -0 31 07.6
 BL2067
 BL2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2067!SPC TXSC     -   1.00000320  x   0.99993354  =   0.99993674
 BL2067!SPC TX C     -   1.00000320  x   1.00002863  =   1.00003183
 BL2067!UTM  15      -   1.00000320  x   0.99972338  =   0.99972658
 BL2067
 BL2067:                Primary Azimuth Mark                     Grid Az
 BL2067:SPC TXSC     -  NECHES RIVER POWER LINE W TWR            004 17 56.2
 BL2067:SPC TX C     -  NECHES RIVER POWER LINE W TWR            003 29 14.6
 BL2067:UTM  15      -  NECHES RIVER POWER LINE W TWR            007 14 57.0
 BL2067
 BL2067|---------------------------------------------------------------------|
 BL2067| PID    Reference Object                     Distance      Geod. Az  |
 BL2067|                                                           dddmmss.s |
 BL2067| BL2058 NECHES RIVER POWER LINE W TWR       APPROX. 4.6 KM 0064349.4 |
 BL2067| BL2066 SAND                                APPROX. 2.8 KM 0072620.1 |
 BL2067| BL2062 NECHES RIVER POWER LINE E TWR       APPROX. 4.6 KM 0094407.5 |
 BL2067| CV9108 RANCH RM 1                           37.553 METERS 22442     |
 BL2067| CV9109 RANCH RM 2                           61.023 METERS 31843     |
 BL2067|---------------------------------------------------------------------|
 BL2067
 BL2067                          SUPERSEDED SURVEY CONTROL
 BL2067
 BL2067  NAD 83(1993)-  30 00 54.78226(N)    094 02 13.10983(W) AD(       ) 2
 BL2067  NAD 83(1986)-  30 00 54.80029(N)    094 02 13.09123(W) AD(       ) 2
 BL2067  NAD 27      -  30 00 54.03300(N)    094 02 12.45800(W) AD(       ) 2
 BL2067
 BL2067.Superseded values are not recommended for survey control.
 BL2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2067.See file dsdata.txt to determine how the superseded data were derived.
 BL2067
 BL2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9999920924(NAD 83)
 BL2067_MARKER: DS = TRIANGULATION STATION DISK
 BL2067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL2067_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BL2067
 BL2067  HISTORY     - Date     Condition        Report By
 BL2067  HISTORY     - 1933     MONUMENTED       CGS
 BL2067  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 BL2067  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2067  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2067
 BL2067                          STATION DESCRIPTION
 BL2067
 BL2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2067'LOCATED IN THE BARN LOT OF PROPERTY BELONGING TO H.P. MC FADDIN
 BL2067'AND KNOWN LOCALLY AS THE MC FADDIN RANCH, 200 METERS NW OF THE
 BL2067'RANCH HOUSE, 51 METERS SW OF THE KANSAS CITY SOUTHERN RAILWAY
 BL2067'TRACKS, AND NE OF THE BEAUMONT-PORT ARTHUR HIGHWAY.  MARK
 BL2067'IS ALONG FENCE AND IN THE MIDDLE OF A GROUP OF BARNS.
 BL2067'
 BL2067'STATION DISK IS IN 8-INCH-DIAMETER TILE.  REFERENCE
 BL2067'MARKS ARE 8- BY 8-INCH CONCRETE BLOCKS.
 BL2067'
 BL2067'STATION CAN BE REACHED BY TRUCK OR CAR VIA THE BEAUMONT-PORT
 BL2067'ARTHUR HIGHWAY.
 BL2067'
 BL2067'A 45-FOOT TRIPOD AND SCAFFOLD WAS USED AND IS NECESSARY FOR ALL
 BL2067'STATIONS EXCEPT DUMP WHERE 20 FEET WOULD BE SUFFICIENT.
 BL2067'CLEARING TO SPINDLE TOP (U.S.E.), 7+00 (U.S.E.), AND SUNOCO
 BL2067'WAS ALSO NECESSARY.
 BL2067'
 BL2067'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BL2067
 BL2067                          STATION RECOVERY (1995)
 BL2067
 BL2067'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2067'MARK NOT FOUND.
 BL2067
 BL2067                          STATION RECOVERY (2001)
 BL2067
 BL2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2067
 BL2067                          STATION RECOVERY (2001)
 BL2067
 BL2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0844 ***********************************************************************
 DO0844  DESIGNATION -  RANCH
 DO0844  PID         -  DO0844
 DO0844  STATE/COUNTY-  TX/BAYLOR
 DO0844  USGS QUAD   -  SANTA ROSA LAKE SW (1966)
 DO0844
 DO0844                         *CURRENT SURVEY CONTROL
 DO0844  ___________________________________________________________________
 DO0844* NAD 83(1993)-  33 45 31.33342(N)    099 27 04.45253(W)     ADJUSTED  
 DO0844* NAVD 88     -       394.5    (meters)    1294.     (feet)  VERTCON   
 DO0844  ___________________________________________________________________
 DO0844  X           -    -871,696.054 (meters)                     COMP
 DO0844  Y           -  -5,236,423.730 (meters)                     COMP
 DO0844  Z           -   3,524,429.713 (meters)                     COMP
 DO0844  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DO0844  ELLIP HEIGHT-         366.18  (meters)          (02/16/96) GPS OBS
 DO0844  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0844
 DO0844  HORZ ORDER  -  THIRD
 DO0844  ELLP ORDER  -  FIFTH     CLASS I
 DO0844
 DO0844.The horizontal coordinates were established by classical geodetic methods
 DO0844.and adjusted by the National Geodetic Survey in February 1996..
 DO0844
 DO0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0844
 DO0844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0844
 DO0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0844
 DO0844.The ellipsoidal height was determined by GPS observations
 DO0844.and is referenced to NAD 83.
 DO0844
 DO0844.The geoid height was determined by GEOID03.
 DO0844
 DO0844;                    North         East     Units Scale Factor Converg.
 DO0844;SPC TXNC     - 2,232,391.896   511,878.221   MT  0.99994862   -0 31 07.7
 DO0844;SPC TXNC     - 7,324,105.75  1,679,387.13   sFT  0.99994862   -0 31 07.7
 DO0844;UTM  14      - 3,735,493.493   458,211.637   MT  0.99962153   -0 15 02.7
 DO0844
 DO0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0844!SPC TXNC     -   0.99994252  x   0.99994862  =   0.99989114
 DO0844!UTM  14      -   0.99994252  x   0.99962153  =   0.99956407
 DO0844
 DO0844|---------------------------------------------------------------------|
 DO0844| PID    Reference Object                     Distance      Geod. Az  |
 DO0844|                                                           dddmmss.s |
 DO0844| CX8021 RANCH RM 1                           10.958 METERS 14807     |
 DO0844| CX8022 RANCH RM 2                            9.665 METERS 31856     |
 DO0844| CX8020 RANCH AZ MK                                        3240200.7 |
 DO0844|---------------------------------------------------------------------|
 DO0844
 DO0844                          SUPERSEDED SURVEY CONTROL
 DO0844
 DO0844  NAD 83(1993)-  33 45 31.33349(N)    099 27 04.45256(W) AD(       ) 3
 DO0844  NAD 83(1986)-  33 45 31.34255(N)    099 27 04.44513(W) AD(       ) 3
 DO0844  NAD 27      -  33 45 31.01494(N)    099 27 03.15503(W) AD(       ) 3
 DO0844  NGVD 29 (10/18/91)  394.4    (m)         1294.     (f) GPS OBS        
 DO0844
 DO0844.Superseded values are not recommended for survey control.
 DO0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0844.See file dsdata.txt to determine how the superseded data were derived.
 DO0844
 DO0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5821235493(NAD 83)
 DO0844_MARKER: DS = TRIANGULATION STATION DISK
 DO0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0844_SP_SET: CONCRETE POST
 DO0844_STAMPING: RANCH 1969
 DO0844_MARK LOGO: CGS   
 DO0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0844+STABILITY: SURFACE MOTION
 DO0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0844+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 DO0844
 DO0844  HISTORY     - Date     Condition        Report By
 DO0844  HISTORY     - 1969     MONUMENTED       CGS
 DO0844  HISTORY     - 1969     GOOD             CGS
 DO0844  HISTORY     - 19910312 GOOD             NGS
 DO0844
 DO0844                          STATION DESCRIPTION
 DO0844
 DO0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0844'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHEAST OF THALIA,
 DO0844'14 MILES EAST OF GILLILAND, 2 MILES SOUTHEAST OF THE BAYLOR-FOARD
 DO0844'COUNTY LINE AND ON THE RIGHT-OF-WAY OF FARM ROAD 1919.
 DO0844'
 DO0844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM
 DO0844'ROAD 262 IN THALIA, GO WEST ON U.S. HIGHWAY 70 FOR 4.2 MILES TO A
 DO0844'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON FARM ROAD 267 FOR 8.4
 DO0844'MILES TO A FORK.  BEAR LEFT AND GO SOUTHEAST ON FARM ROAD 1919 FOR
 DO0844'8.2 MILES TO THE BAYLOR-FOARD COUNTY LINE.  CONTINUE SOUTHEAST ON
 DO0844'FARM ROAD 1919 FOR 1.6 MILES TO A CONCRETE CULVERT AND THE
 DO0844'AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD.  CONTINUE
 DO0844'SOUTHEAST ON FARM ROAD 1919 FOR 0.5 MILE TO THE TOP OF A GRADE,
 DO0844'A DIRT CROSSROAD WITH GATES AND THE STATION ON THE RIGHT, SOUTH
 DO0844'SIDE OF THE ROAD.
 DO0844'
 DO0844'THE STATION MARK IS A STANDARD DISK STAMPED RANCH 1969, SET IN THE
 DO0844'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 DO0844'GROUND.  IT IS 111 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 DO0844'DIRT ROAD, 56.5 FEET SOUTHWEST OF THE CENTERLINE OF FARM ROAD
 DO0844'1919, 4 FEET NORTHEAST OF A WIRE FENCE AND 4 FEET EAST OF A METAL
 DO0844'WITNESS POST.
 DO0844'
 DO0844'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RANCH NO 1 1969, SET IN
 DO0844'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 DO0844'GROUND.  IT IS 59.5 FEET SOUTHWEST OF THE CENTERLINE OF FARM ROAD
 DO0844'1919, 38 FEET SOUTHEAST OF THE METAL WITNESS POST AND 1 FOOT
 DO0844'NORTHEAST OF THE WIRE FENCE.
 DO0844'
 DO0844'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RANCH NO 2 1969, SET IN
 DO0844'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 DO0844'GROUND.  IT IS 59 FEET SOUTHWEST OF FARM ROAD 1919, 29.2 FEET
 DO0844'NORTHWEST OF THE METAL WITNESS POST AND 1.8 FEET NORTHEAST OF THE
 DO0844'WIRE FENCE.
 DO0844'
 DO0844'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RANCH 1969, CEMENTED
 DO0844'FLUSH IN A DRILL HOLE IN THE NORTHWEST END OF A HEADWALL OF A
 DO0844'CONCRETE CULVERT AND ABOUT LEVEL WITH THE ROAD.  IT IS 22.8
 DO0844'FEET SOUTHWEST OF THE CENTERLINE OF FARM ROAD 1919 AND 1.5 FEET
 DO0844'EAST OF A METAL WITNESS POST.
 DO0844
 DO0844                          STATION RECOVERY (1969)
 DO0844
 DO0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DO0844'RECOVERED IN GOOD CONDITION.
 DO0844
 DO0844                          STATION RECOVERY (1991)
 DO0844
 DO0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DO0844'THE AZ MK WAS LOCATED ABOUT 0.6 MI (1.0 KM) NORTHWEST OF STATION IN A
 DO0844'CULVERT HEADWALL AND WAS IN FAIR CONDITION.
 DO0844'STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) NORTH OF SEYMOUR, IN THE
 DO0844'SOUTH R-O-W OF RANCH ROAD 1919, ON A LOW RIDGE, AND 5.6 MI (9.0 KM)
 DO0844'NORTHWEST OF RANCH ROAD 1919 HIGHWAY BRIDGE (WEST END) OVER THE
 DO0844'WICHITA RIVER. OWNERSHIP--TEXAS HIGHWAY TRANSPORTATION DEPARTMENT.
 DO0844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 183, AND
 DO0844'283 AND RANCH ROAD 1919, LOCATED ABOUT 0.5 MI (0.8 KM) NORTHEAST OF
 DO0844'SEYMOUR, GO NORTHERLY ALONG RANCH ROAD 1919 FOR 2.3 MI (3.7 KM) TO
 DO0844'THE ENTRANCE ROAD TO THE SEYMOUR MUNICIPAL AIRPORT. CONTINUE NORTH
 DO0844'AND NORTHWEST ALONG RANCH ROAD 1919 FOR 9.1 MI (14.6 KM) TO A HIGHWAY
 DO0844'BRIDGE OVER THE WICHITA RIVER. CONTINUE NORTHWESTERLY ALONG RANCH
 DO0844'ROAD 1919 FOR 5.6 MI (9.0 KM) TO A LOW RIDGE, DIRT CROSSROADS LEADING
 DO0844'NORTH AND SOUTH TO PASTURES AND THE STATION ON THE LEFT.
 DO0844'STATION IS 56.6 FT (17.3 M) SOUTHWEST OF THE CENTER OF RANCH ROAD
 DO0844'1919, 109 FT (33.2 M) WEST-NORTHWEST OF THE CENTER OF A GRAVEL ROAD
 DO0844'LEADING WEST-SOUTHWEST THROUGH AN IRON GATE TO PASTURE LAND, 26 FT
 DO0844'(7.9 M) WEST-NORTHWEST OF A YELLOW PAINTED METAL FENCE POST, 4.8 FT
 DO0844'(1.5 M) EAST-SOUTHEAST OF A FENCELINE, 4.0 FT (1.2 M) EAST-SOUTHEAST
 DO0844'OF A FIBERGLASS WITNESS POST, AND ABOUT LEVEL WITH THE SURFACE OF THE
 DO0844'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1618 ***********************************************************************
 FL1618  DESIGNATION -  RANCH
 FL1618  PID         -  FL1618
 FL1618  STATE/COUNTY-  TX/HUTCHINSON
 FL1618  USGS QUAD   -  ADOBE CREEK SE (1971)
 FL1618
 FL1618                         *CURRENT SURVEY CONTROL
 FL1618  ___________________________________________________________________
 FL1618* NAD 83(1993)-  35 48 16.81732(N)    101 05 46.99236(W)     ADJUSTED  
 FL1618* NAVD 88     -       916.     (meters)    3005.     (feet)  SCALED    
 FL1618  ___________________________________________________________________
 FL1618  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FL1618  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FL1618
 FL1618  HORZ ORDER  -  FIRST
 FL1618
 FL1618.The horizontal coordinates were established by classical geodetic methods
 FL1618.and adjusted by the National Geodetic Survey in February 1996..
 FL1618
 FL1618.The orthometric height was scaled from a topographic map.
 FL1618
 FL1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1618
 FL1618.The geoid height was determined by GEOID03.
 FL1618
 FL1618;                    North         East     Units Scale Factor Converg.
 FL1618;SPC TX N     - 1,200,280.979   236,478.262   MT  0.99993359   +0 14 02.1
 FL1618;SPC TX N     - 3,937,921.85    775,845.76   sFT  0.99993359   +0 14 02.1
 FL1618;UTM  14      - 3,964,311.854   310,579.364   MT  1.00004215   -1 13 36.5
 FL1618
 FL1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1618!SPC TX N     -   0.99986045  x   0.99993359  =   0.99979405
 FL1618!UTM  14      -   0.99986045  x   1.00004215  =   0.99990259
 FL1618
 FL1618|---------------------------------------------------------------------|
 FL1618| PID    Reference Object                     Distance      Geod. Az  |
 FL1618|                                                           dddmmss.s |
 FL1618| CJ8199 RANCH RM 1                            5.350 METERS 04632     |
 FL1618| CJ8198 RANCH AZ MK                                        1755933.0 |
 FL1618| CJ8200 RANCH RM 2                            5.281 METERS 31106     |
 FL1618|---------------------------------------------------------------------|
 FL1618
 FL1618                          SUPERSEDED SURVEY CONTROL
 FL1618
 FL1618  NAD 83(1993)-  35 48 16.81794(N)    101 05 46.99143(W) AD(       ) 1
 FL1618  NAD 83(1986)-  35 48 16.82428(N)    101 05 46.98088(W) AD(       ) 1
 FL1618  NAD 27      -  35 48 16.67800(N)    101 05 45.42600(W) AD(       ) 1
 FL1618
 FL1618.Superseded values are not recommended for survey control.
 FL1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1618.See file dsdata.txt to determine how the superseded data were derived.
 FL1618
 FL1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1057964312(NAD 83)
 FL1618_MARKER: DS = TRIANGULATION STATION DISK
 FL1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1618
 FL1618  HISTORY     - Date     Condition        Report By
 FL1618  HISTORY     - 1951     MONUMENTED       CGS
 FL1618
 FL1618                          STATION DESCRIPTION
 FL1618
 FL1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1618'THE STATION IS ABOUT 21 MILES NORTH-NORTHWEST OF PAMPA.  20
 FL1618'MILES EAST OF STINNETT.  19 MILES NORTHEAST OF BORGER.  5
 FL1618'MILES SOUTHEAST OF THE NEAREST POINT OF THE CANADIAN RIVER.
 FL1618'0.9 MILE NORTH OF A LONE WINDMILL.  450 FEET EAST OF A NORTH-SOUTH
 FL1618'FENCE LINE AND ON A ROUND, SANDY, BRUSH-COVERED KNOLL WHICH IS
 FL1618'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 FL1618'
 FL1618'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE HIGH
 FL1618'SCHOOL GROUNDS ON DUNCAN STREET IN PAMPA, GO NORTH ON DUNCAN
 FL1618'STREET FOR 1.5 MILES TO STATE HIGHWAY 70.  TURN RIGHT ON HIGHWAY
 FL1618'70 AND GO 4.5 MILES TO A CROSSROAD WITH OLD SCHOOL GROUNDS
 FL1618'IN THE SOUTHWEST CORNER.  TURN LEFT AND FOLLOW THE GRADED
 FL1618'DIRT ROAD WEST FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND
 FL1618'GO NORTH ON THE MAIN TRAVELED ROAD FOR 7.0 MILES TO THE
 FL1618'ENTRANCE TO THE HAYHOOK RANCH HEADQUARTERS ON THE RIGHT.
 FL1618'CONTINUE NORTHERLY FOR 1.0 MILE TO A GATE AND A SIDE ROAD ON THE
 FL1618'LEFT.  TURN LEFT AND FOLLOW THE GRADED ROAD WESTERLY FOR 4.1
 FL1618'MILES TO A WINDMILL AND WATER TANKS ON THE RIGHT, ABOUT
 FL1618'100 YARDS AFTER CROSSING A SANDY RAVINE.  CONTINUE
 FL1618'WESTERLY FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 FL1618'FOLLOW THE TRACK ROAD 0.6 MILE TO A GATE BETWEEN TWO HIGH
 FL1618'IRON POLES.  PASS THROUGH THE GATE AND TAKE LEFT FORK
 FL1618'NORTHERLY FOR 0.8 MILE TO A FORK.  KEEP RIGHT FORK 1.0
 FL1618'MILE TO A DIM FORK LEFT.  TAKE LEFT FORK AND GO 0.2 MILE
 FL1618'TO A GATE.  PASS THROUGH THE GATE AND FOLLOW THE DIM TRACK
 FL1618'ROAD FOR 1.0 MILE TO A FORK ABOUT 300 FEET SOUTH OF A
 FL1618'LONE WINDMILL.  FOLLOW THE LEFT FORK FOR 0.15 MILE TO THE SUMMIT
 FL1618'OF A SANDY RIDGE AND THE AZIMUTH MARK ON THE RIGHT ABOUT
 FL1618'100 FEET NORTH OF THE TRACK ROAD.  CONTINUE WESTERLY FOR
 FL1618'ABOUT 150 FEET, TURN NORTH ACROSS COUNTRY AND GO 1.0 MILE
 FL1618'KEEPING BETWEEN A NORTH-SOUTH FENCE LINE AND THE SUMMIT
 FL1618'OF THE RIDGE, TO A BRUSH COVERED KNOLL AND THE STATION.
 FL1618'
 FL1618'THE STATION MARK, STAMPED RANCH 1951, IS A BRONZE DISK SET
 FL1618'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 8 FEET
 FL1618'NORTHEAST OF A WHITE WITNESS POST.
 FL1618'
 FL1618'REFERENCE MARK NO. 1, STAMPED RANCH NO 1 1951, IS A BRONZE
 FL1618'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1618'IT IS AT THE SAME ELEVATION AS THE STATION MARK.
 FL1618'
 FL1618'REFERENCE MARK NO. 2, STAMPED RANCH NO 2 1951, IS A BRONZE
 FL1618'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1618'IT IS 16 FEET NORTH OF THE WHITE WITNESS POST.
 FL1618'
 FL1618'THE AZIMUTH MARK, STAMPED RANCH 1951, IS A BRONZE DISK SET IN A
 FL1618'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 0.15 MILE
 FL1618'WEST OF A WINDMILL.  100 FEET NORTH OF A TRACK ROAD.  2
 FL1618'FEET EAST OF A WHITE WITNESS POST AND ON THE SUMMIT OF A LOW
 FL1618'SANDY RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0865 ***********************************************************************
 FM0865  DESIGNATION -  RANCH
 FM0865  PID         -  FM0865
 FM0865  STATE/COUNTY-  TX/OLDHAM
 FM0865  USGS QUAD   -  BOYS RANCH EAST (1971)
 FM0865
 FM0865                         *CURRENT SURVEY CONTROL
 FM0865  ___________________________________________________________________
 FM0865* NAD 83(1993)-  35 34 02.56396(N)    102 13 18.45034(W)     ADJUSTED  
 FM0865* NAVD 88     -      1082.     (meters)    3550.     (feet)  VERTCON   
 FM0865  ___________________________________________________________________
 FM0865  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 FM0865  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 FM0865
 FM0865  HORZ ORDER  -  THIRD
 FM0865
 FM0865.The horizontal coordinates were established by classical geodetic methods
 FM0865.and adjusted by the National Geodetic Survey in February 1996..
 FM0865
 FM0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0865
 FM0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0865
 FM0865.The geoid height was determined by GEOID03.
 FM0865
 FM0865;                    North         East     Units Scale Factor Converg.
 FM0865;SPC TX N     - 1,174,119.022   134,573.197   MT  0.99991427   -0 25 05.9
 FM0865;SPC TX N     - 3,852,088.82    441,512.23   sFT  0.99991427   -0 25 05.9
 FM0865;UTM  13      - 3,939,518.500   751,785.898   MT  1.00038131   +1 37 00.6
 FM0865
 FM0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0865!SPC TX N     -   0.99983418  x   0.99991427  =   0.99974847
 FM0865!UTM  13      -   0.99983418  x   1.00038131  =   1.00021543
 FM0865
 FM0865|---------------------------------------------------------------------|
 FM0865| PID    Reference Object                     Distance      Geod. Az  |
 FM0865|                                                           dddmmss.s |
 FM0865| CJ8202 RANCH RM 1                            8.219 METERS 02724     |
 FM0865| CJ8201 RANCH AZ MK                                        0370911.1 |
 FM0865| CJ8203 RANCH RM 2                            9.612 METERS 13428     |
 FM0865| FM0864 BOYS RANCH WATER TANK               APPROX. 4.5 KM 2133924.0 |
 FM0865| FM0869 CHANNING SW PUB SER CO TANK         APPROX.16.6 KM 3230916.0 |
 FM0865|---------------------------------------------------------------------|
 FM0865
 FM0865                          SUPERSEDED SURVEY CONTROL
 FM0865
 FM0865  NAD 83(1993)-  35 34 02.56477(N)    102 13 18.44713(W) AD(       ) 3
 FM0865  NAD 83(1986)-  35 34 02.57164(N)    102 13 18.44103(W) AD(       ) 3
 FM0865  NAD 27      -  35 34 02.41500(N)    102 13 16.74800(W) AD(       ) 3
 FM0865  NGVD 29 (07/19/86) 1082.     (m)         3550.     (f) VERT ANG       
 FM0865
 FM0865.Superseded values are not recommended for survey control.
 FM0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0865.See file dsdata.txt to determine how the superseded data were derived.
 FM0865
 FM0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5178639518(NAD 83)
 FM0865_MARKER: DS = TRIANGULATION STATION DISK
 FM0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0865
 FM0865  HISTORY     - Date     Condition        Report By
 FM0865  HISTORY     - 1953     MONUMENTED       CGS
 FM0865
 FM0865                          STATION DESCRIPTION
 FM0865
 FM0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0865'THE STATION IS LOCATED ON THE NORTH END OF A NORTH-SOUTH RIDGE
 FM0865'AND ON THE HIGHEST POINT, ABOUT 10 MILES SOUTHEAST OF CHANNING,
 FM0865'3 MILES NORTHEAST OF BOYS RANCH, 3 MILES WEST OF THE OLDHAM-POTTER
 FM0865'COUNTY LINE, 108 FEET SOUTH OF THE EAST-WEST FENCE LINE AND
 FM0865'11.4 FEET SOUTHEAST OF THE WHITE WITNESS POST.
 FM0865'
 FM0865'TO REACH, FROM THE JUNCTION STATE HIGHWAYS 51 AND 767 IN
 FM0865'CHANNING, GO EAST, ON STATE HIGHWAY 767, FOR 6.65 MILES TO SIDE
 FM0865'ROAD RIGHT AND SIGN J.L. BIVINS RANCH.  TURN RIGHT, AND GO
 FM0865'SOUTHERLY, ON GRAVELED ROAD 3.2 MILES TO RANCH BUILDINGS.
 FM0865'CONTINUE SOUTH, AND PASS TO THE RIGHT OF THE RANCH BUILDINGS 0.15
 FM0865'MILE TO CATTLE GUARD.  PASS THROUGH CATTLE GUARD, AND GO
 FM0865'SOUTHEASTERLY, ON MAIN TRAVELED ROAD 1.3 MILES TO STEEL
 FM0865'GATE.  PASS THROUGH GATE, AND GO SOUTHEASTERLY 1.6 MILES TO
 FM0865'STEEL GATE.  PASS THROUGH GATE, AND GO SOUTH 3.3 MILES TO THE
 FM0865'AZIMUTH MARK.  CONTINUE SOUTH 0.1 MILE TO STEEL GATE.  PASS
 FM0865'THROUGH GATE, AND TAKE RIGHT FORK, AND GO SOUTHWEST 0.4
 FM0865'MILE TO TOP OF RIDGE.  TURN RIGHT, AND GO NORTH 0.05 MILE
 FM0865'TO HIGHEST POINT OF RIDGE AND THE STATION.
 FM0865'
 FM0865'THE STATION MARK IS A STANDARD DISK, STAMPED RANCH 1953,
 FM0865'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FM0865'PROJECTS ABOUT 4 INCHES.
 FM0865'
 FM0865'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED RANCH NO
 FM0865'1 1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FM0865'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION
 FM0865'AS THE STATION.  IT IS LOCATED 150 FEET SOUTHWEST OF THE
 FM0865'FENCECORNER AND 80 FEET SOUTH OF THE EAST-WEST FENCELINE.
 FM0865'
 FM0865'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED RANCH NO
 FM0865'2 1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FM0865'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION
 FM0865'AS THE STATION.  IT IS LOCATED 140 FEET SOUTH OF THE EAST-WEST
 FM0865'FENCELINE.
 FM0865'
 FM0865'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RANCH 1953, SET
 FM0865'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FM0865'ABOUT 4 INCHES.  IT IS LOCATED ON THE HIGHEST POINT OF A
 FM0865'NORTH-SOUTH RIDGE, ABOUT 0.1 MILE EAST OF THE STEEL GATE AND
 FM0865'12 INCHES SOUTH OF THE EAST-WEST FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1496 ***********************************************************************
 AB1496  DESIGNATION -  RANCH 1917
 AB1496  PID         -  AB1496
 AB1496  STATE/COUNTY-  TX/CAMERON
 AB1496  USGS QUAD   -  PORT ISABEL (1983)
 AB1496
 AB1496                         *CURRENT SURVEY CONTROL
 AB1496  ___________________________________________________________________
 AB1496* NAD 83(1993)-  26 03 48.26911(N)    097 13 16.46101(W)     ADJUSTED  
 AB1496* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AB1496  ___________________________________________________________________
 AB1496  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AB1496  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB1496
 AB1496  HORZ ORDER  -  THIRD
 AB1496
 AB1496.The horizontal coordinates were established by classical geodetic methods
 AB1496.and adjusted by the National Geodetic Survey in February 1996..
 AB1496
 AB1496.The orthometric height was scaled from a topographic map.
 AB1496
 AB1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1496
 AB1496.The geoid height was determined by GEOID03.
 AB1496
 AB1496;                    North         East     Units Scale Factor Converg.
 AB1496;SPC TX S     - 5,044,605.692   427,959.147   MT  1.00002761   +0 34 50.0
 AB1496;SPC TX S     -16,550,510.51  1,404,062.63   sFT  1.00002761   +0 34 50.0
 AB1496;UTM  14      - 2,883,919.715   677,936.233   MT  0.99999094   +0 46 54.2
 AB1496
 AB1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1496!SPC TX S     -   1.00000291  x   1.00002761  =   1.00003052
 AB1496!UTM  14      -   1.00000291  x   0.99999094  =   0.99999385
 AB1496
 AB1496:                Primary Azimuth Mark                     Grid Az
 AB1496:SPC TX S     -  POINT ISABEL NE RADIO TOWER              057 53 42.0
 AB1496:UTM  14      -  POINT ISABEL NE RADIO TOWER              057 41 37.8
 AB1496
 AB1496|---------------------------------------------------------------------|
 AB1496| PID    Reference Object                     Distance      Geod. Az  |
 AB1496|                                                           dddmmss.s |
 AB1496| AB1493 POINT ISABEL NE RADIO TOWER         APPROX. 1.5 KM 0582832.0 |
 AB1496| AB1500 POINT ISABEL SW RADIO TOWER         APPROX. 1.3 KM 0590905.0 |
 AB1496| AB1537 POINT ISABEL E BASE                 APPROX. 3.7 KM 2984328.4 |
 AB1496|---------------------------------------------------------------------|
 AB1496
 AB1496                          SUPERSEDED SURVEY CONTROL
 AB1496
 AB1496  NAD 83(1986)-  26 03 48.28448(N)    097 13 16.41466(W) AD(       ) 3
 AB1496  NAD 27      -  26 03 47.00000(N)    097 13 15.50500(W) AD(       ) 3
 AB1496
 AB1496.Superseded values are not recommended for survey control.
 AB1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1496.See file dsdata.txt to determine how the superseded data were derived.
 AB1496
 AB1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7793683920(NAD 83)
 AB1496_MARKER: N = NAIL
 AB1496_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AB1496_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AB1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1496
 AB1496  HISTORY     - Date     Condition        Report By
 AB1496  HISTORY     - 1917     MONUMENTED       CGS
 AB1496  HISTORY     - 1938     MARK NOT FOUND   CGS
 AB1496
 AB1496                          STATION DESCRIPTION
 AB1496
 AB1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (JBB)
 AB1496'ON THE S END OF THE POINT, KNOWN LOCALLY AS PALANGA RANCH,
 AB1496'ABOUT 1-1/4 MILES SW FROM POINT ISABEL LIGHTHOUSE, ON THE
 AB1496'WESTERN SIDE OF A RIDGE NEAR A SMALL HOUSE.  THE STATION
 AB1496'IS MARKED BY A 4-INCH DRAIN TILE PIPE PROJECTING A FEW INCHES
 AB1496'ABOVE GROUND AND FILLED WITH CEMENT.  A NAIL INSERTED IN
 AB1496'THE CEMENT, POINT UP, MARKS THE CENTER OF THE STATION.  THE
 AB1496'NW CORNER OF HOUSE IS 28 METERS (92 FEET) S 29 DEG 37 MIN E,
 AB1496'AND THE SW CORNER IS 32 METERS (105 FEET) N 69 DEG 60 MIN E.
 AB1496
 AB1496                          STATION RECOVERY (1938)
 AB1496
 AB1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1496'DESTROYED.
 AB1496'
 AB1496'STATION COULD NOT BE FOUND.  HOUSE MENTIONED IN DESCRIPTION
 AB1496'IS GONE.  THE OWNER OF THE PROPERTY ON WHICH THE STATION WAS
 AB1496'LOCATED REPORTED THAT THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1653 ***********************************************************************
 CS1653  DESIGNATION -  RAND
 CS1653  PID         -  CS1653
 CS1653  STATE/COUNTY-  TX/TARRANT
 CS1653  USGS QUAD   -  FORT WORTH (1981)
 CS1653
 CS1653                         *CURRENT SURVEY CONTROL
 CS1653  ___________________________________________________________________
 CS1653* NAD 83(1993)-  32 44 27.07516(N)    097 15 27.02458(W)     ADJUSTED  
 CS1653* NAVD 88     -       206.084  (meters)     676.13   (feet)  ADJUSTED  
 CS1653  ___________________________________________________________________
 CS1653  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 CS1653  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS1653  DYNAMIC HT  -         205.843 (meters)     675.34  (feet)  COMP
 CS1653  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 CS1653
 CS1653  HORZ ORDER  -  SECOND
 CS1653  VERT ORDER  -  FIRST     CLASS II
 CS1653
 CS1653.The horizontal coordinates were established by classical geodetic methods
 CS1653.and adjusted by the National Geodetic Survey in February 1996..
 CS1653
 CS1653.The orthometric height was determined by differential leveling
 CS1653.and adjusted by the National Geodetic Survey in June 1991..
 CS1653.WARNING-Repeat measurements at this control monument indicate possible
 CS1653.vertical movement.
 CS1653
 CS1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1653
 CS1653.The geoid height was determined by GEOID03.
 CS1653
 CS1653.The dynamic height is computed by dividing the NAVD 88
 CS1653.geopotential number by the normal gravity value computed on the
 CS1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1653.degrees latitude (g = 980.6199 gals.).
 CS1653
 CS1653.The modeled gravity was interpolated from observed gravity values.
 CS1653
 CS1653;                    North         East     Units Scale Factor Converg.
 CS1653;SPC TXNC     - 2,119,805.139   716,437.394   MT  0.99988724   +0 40 39.5
 CS1653;SPC TXNC     - 6,954,727.36  2,350,511.68   sFT  0.99988724   +0 40 39.5
 CS1653;UTM  14      - 3,623,901.539   663,261.167   MT  0.99992867   +0 56 33.4
 CS1653
 CS1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1653!SPC TXNC     -   0.99997198  x   0.99988724  =   0.99985923
 CS1653!UTM  14      -   0.99997198  x   0.99992867  =   0.99990065
 CS1653
 CS1653|---------------------------------------------------------------------|
 CS1653| PID    Reference Object                     Distance      Geod. Az  |
 CS1653|                                                           dddmmss.s |
 CS1653| CS1654 RAND RM 1                            24.750 METERS 04835     |
 CS1653| CS2927 HANDLEY DISTRICT 2 WATER TANK       APPROX. 2.5 KM 0983246.6 |
 CS1653| CS2958 FORT WORTH MUNICIPAL TANK           APPROX. 1.3 KM 1981040.5 |
 CS1653| CS2949 BOWMAN                              APPROX. 3.9 KM 2014739.6 |
 CS1653| CS1652 RAND AZ MK RESET                                   26711     |
 CS1653| CS1651 RAND AZ                                            2674931.5 |
 CS1653| CS3013 FORT WORTH TV STA WBAP TOWER        APPROX. 1.5 KM 3151049.8 |
 CS1653| CS1655 RAND RM 2                            21.711 METERS 31918     |
 CS1653|---------------------------------------------------------------------|
 CS1653
 CS1653                          SUPERSEDED SURVEY CONTROL
 CS1653
 CS1653  NAD 83(1986)-  32 44 27.07937(N)    097 15 27.00719(W) AD(       ) 2
 CS1653  NAD 27      -  32 44 26.60800(N)    097 15 25.95600(W) AD(       ) 2
 CS1653  NGVD 29 (??/??/92)  206.069  (m)          676.08   (f) ADJ UNCH    1 2
 CS1653
 CS1653.Superseded values are not recommended for survey control.
 CS1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1653.See file dsdata.txt to determine how the superseded data were derived.
 CS1653
 CS1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6326123902(NAD 83)
 CS1653_MARKER: DS = TRIANGULATION STATION DISK
 CS1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1653_STAMPING: RAND 1947
 CS1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1653+STABILITY: SURFACE MOTION
 CS1653
 CS1653  HISTORY     - Date     Condition        Report By
 CS1653  HISTORY     - 1947     MONUMENTED       CGS
 CS1653  HISTORY     - 1952     GOOD             CGS
 CS1653  HISTORY     - 1952     GOOD             NGS
 CS1653  HISTORY     - 1954     GOOD             CGS
 CS1653  HISTORY     - 1962     GOOD             CGS
 CS1653  HISTORY     - 1980     GOOD             LOCSUR
 CS1653  HISTORY     - 1980     GOOD             NGS
 CS1653  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1653
 CS1653                          STATION DESCRIPTION
 CS1653
 CS1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1653'STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF THE POST OFFICE
 CS1653'IN FORT WORTH ALONG LANCASTER BOULEVARD AND U.S. HIGHWAY 80,
 CS1653'IN THE CENTER OF THE PARKWAY, 76 FEET EAST OF THE EAST CURB
 CS1653'OF RAND STREET AT THE CROSSING OF LANCASTER BOULEVARD.  IT
 CS1653'IS 35 FEET SOUTH OF THE CENTERLINE OF THE NORTH LANE OF LANCASTER
 CS1653'BOULEVARD AND 17 FEET SOUTH OF THE SOUTH CURB OF THE NORTH
 CS1653'LANE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 CS1653'RAND 1947.
 CS1653'
 CS1653'REFERENCE MARK NO. 1 IS 81.20 FEET NORTHEAST OF THE STATION,
 CS1653'1-1/2 FEET SOUTH OF A POWER LINE POLE, 21 FEET NORTH OF CENTERLINE
 CS1653'OF NORTH LANE OF LANCASTER BOULEVARD.  THE MARK IS A STANDARD
 CS1653'DISK SET IN A DRILL HOLE IN THE NORTH CURB AND IS STAMPED
 CS1653'RAND NO. 1 1947.
 CS1653'
 CS1653'REFERENCE MARK NO. 2 IS 71.23 FEET NORTHWEST OF STATION
 CS1653'AND 20-1/2 FEET EAST OF A POWER LINE POLE.  THE MARK IS A
 CS1653'STANDARD DISK SET IN A DRILL HOLE IN THE NORTH CURB AND IS
 CS1653'STAMPED RAND NO. 2 1947.
 CS1653'
 CS1653'TO REACH STATION FROM POST OFFICE IN FORT WORTH GO EAST ON
 CS1653'HIGHWAY U.S. 80 AND LANCASTER BOULEVARD FOR 4.3 MILES TO
 CS1653'TOP OF A GRADE AT RAND STREET AND STATION SITE.
 CS1653'
 CS1653'AZIMUTH MARK IS 0.2 MILE WEST OF STATION ON THE SOUTH CURB
 CS1653'OF LANCASTER BOULEVARD, ONE FOOT NORTH OF POWER LINE POLE,
 CS1653'19-1/2 FEET SOUTH OF CENTERLINE OF THE SOUTH LANE OF LANCASTER
 CS1653'BOULEVARD AND 20 FEET NORTH OF THE NORTHEAST CORNER OF A ONE
 CS1653'STORY BRICK BUILDING.  THE MARK IS A STANDARD DISK SET IN
 CS1653'A DRILL HOLE IN THE CURB AND IS STAMPED RAND 1947.
 CS1653'
 CS1653'TO REACH AZIMUTH MARK FROM STATION GO WEST ON LANCASTER
 CS1653'BOULEVARD TO MARK ON THE LEFT AS DESCRIBED.
 CS1653'
 CS1653'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS1653
 CS1653                          STATION RECOVERY (1952)
 CS1653
 CS1653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS1653'4.3 MILES EAST ALONG LANCASTER STREET FROM THE POST OFFICE
 CS1653'AT FORT WORTH, AT ITS INTERSECTION WITH RAND STREET, 76 FEET
 CS1653'EAST OF THE EAST CURB OF RAND STREET, 35 FEET SOUTH OF THE
 CS1653'CENTER LINE OF THE NORTH TRAFFIC LANE OF LANCASTER STREET, 17
 CS1653'FEET SOUTH OF THE SOUTH CURB OF LANCASTER STREET, A TRIANGULATION
 CS1653'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS1653'0.2 FOOT ABOVE THE GROUND, STAMPED RAND 1947.
 CS1653'
 CS1653'RAND R.M. 1 IS 81.2 FEET NORTHEAST OF TRIANGULATION STATION
 CS1653'RAND 1947, 21 FEET NORTH OF THE CENTER LINE OF THE NORTH
 CS1653'LANE OF LANCASTER STREET, A REFERENCE MARK DISK SET IN THE
 CS1653'TOP OF THE NORTH CURB OF LANCASTER STREET, STAMPED RAND
 CS1653'NO. 1 1947.
 CS1653'
 CS1653'RAND R.M. 2 IS 71.2 FEET NORTHWEST OF TRIANGULATION STATION
 CS1653'RAND 1947, 21 FEET NORTH OF THE CENTER LINE OF THE NORTH
 CS1653'LANE OF LANCASTER STREET, 21 FEET EAST OF A POWER POLE, A
 CS1653'REFERENCE MARK DISK SET IN THE TOP OF THE NORTH CONCRETE
 CS1653'CURB OF THE NORTH LANE OF LANCASTER STREET, STAMPED RAND
 CS1653'NO. 2 1947.
 CS1653'
 CS1653'RAND 1947 AZIMUTH IS 0.2 MILE WEST OF TRIANGULATION STATION
 CS1653'RAND 1947, 20 FEET NORTH OF THE NORTHEAST CORNER OF A 1
 CS1653'STORY BRICK ANTIQUE SHOP, 19 FEET SOUTH OF THE CENTER LINE
 CS1653'OF THE SOUTH LANE OF LANCASTER STREET, AN AZIMUTH MARK DISK SET
 CS1653'IN THE TOP OF THE SOUTH CONCRETE CURB OF THE SOUTH LANE OF
 CS1653'LANCASTER STREET, STAMPED RAND 1947.
 CS1653
 CS1653                          STATION RECOVERY (1952)
 CS1653
 CS1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS1653'4.3 MI E FROM FORT WORTH.
 CS1653'4.3 MILES EAST ALONG LANCASTER STREET FROM THE POST OFFICE AT FORT
 CS1653'WORTH, AT ITS INTERSECTION WITH RAND STREET, 76 FEET EAST OF THE EAST
 CS1653'CURB OF RAND STREET, 35 FEET SOUTH OF THE CENTER LINE OF THE NORTH
 CS1653'TRAFFIC LANE OF LANCASTER STREET, 17 FEET SOUTH OF THE SOUTH CURB OF
 CS1653'LANCASTER STREET.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS1653'0.2 FOOT ABOVE THE GROUND.
 CS1653
 CS1653                          STATION RECOVERY (1954)
 CS1653
 CS1653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS1653'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS1653'DESCRIBED.
 CS1653
 CS1653                          STATION RECOVERY (1962)
 CS1653
 CS1653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS1653'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS1653'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 CS1653'AZIMUTH MARK WAS SET.  THE ORIGINAL AZIMUTH MARK WAS DESTROYED
 CS1653'AT THE REQUEST OF THE CITY OF FORT WORTH TO CLEAR FOR WIDENING
 CS1653'OF THE STREET INTERSECTION.
 CS1653'
 CS1653'THE DESCRIPTIONS IN 1947 AND 1952 OF THE STATION AND TO
 CS1653'REACH THE STATION ARE ADEQUATE FOR RECOVERY.
 CS1653'
 CS1653'THE DESCRIPTION FOR NEW AZIMUTH MARK FOLLOWS--
 CS1653'
 CS1653'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN FORT WORTH,
 CS1653'GO EASTERLY ON LANCASTER AVENUE, (U.S. HIGHWAY 80) FOR 4.15
 CS1653'MILES TO AZIMUTH MARK ON THE RIGHT.
 CS1653'
 CS1653'AZIMUTH MARK, A STANDARD DISK STAMPED RAND 1947 RESET 1962,
 CS1653'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS 1 INCH BELOW
 CS1653'THE SURFACE OF THE GROUND.  IT IS ABOUT 150 FEET EAST OF THE
 CS1653'INTERSECTION OF OAKLAND AND LANCASTER AVENUES, 38 FEET NORTH
 CS1653'OF THE NORTHEAST CORNER OF HOUSE NUMBER 4208, 24 FEET SOUTH
 CS1653'OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE ON LANCASTER
 CS1653'AVENUE, 10 FEET NORTH OF THE NORTH EDGE OF THE SIDE WALK,
 CS1653'5 FEET SOUTHWEST OF A POWER LINE POLE, AND 4 FEET SOUTH OF
 CS1653'THE SOUTH CURB OF LANCASTER AVENUE.  BEARING FROM STATION OF
 CS1653'S 87 DEG 11 MIN 50.1 SEC W.
 CS1653
 CS1653                          STATION RECOVERY (1980)
 CS1653
 CS1653'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS1653'RAND - 1947 - GOOD COND. DESCRIPTION ADEQUATE.
 CS1653'
 CS1653'REF NO. 1 AND NO. 2 - DESTROYED - LANCASTER ST. WIDENED.
 CS1653'
 CS1653'AZI MK - DESTROYED.  LANCASTER ST. WIDENED.
 CS1653'
 CS1653'DISTANCE AND DIRECTION FROM NEAREST TOWN--FT. WORTH.
 CS1653
 CS1653                          STATION RECOVERY (1980)
 CS1653
 CS1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS1653'RECOVERED IN GOOD CONDITION.
 CS1653
 CS1653                          STATION RECOVERY (1997)
 CS1653
 CS1653'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1652 ***********************************************************************
 CS1652  DESIGNATION -  RAND AZ MK RESET
 CS1652  PID         -  CS1652
 CS1652  STATE/COUNTY-  TX/TARRANT
 CS1652  USGS QUAD   -  FORT WORTH (1981)
 CS1652
 CS1652                         *CURRENT SURVEY CONTROL
 CS1652  ___________________________________________________________________
 CS1652* NAD 83(1986)-  32 44 26.     (N)    097 15 42.     (W)     SCALED    
 CS1652* NAVD 88     -       201.85   (+/-2cm)     662.2    (feet)  VERTCON   
 CS1652  ___________________________________________________________________
 CS1652  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS1652
 CS1652  VERT ORDER  -  THIRD (See Below)
 CS1652
 CS1652.The horizontal coordinates were scaled from a topographic map and have
 CS1652.an estimated accuracy of +/- 6 seconds.
 CS1652
 CS1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1652.The vertical order pertains to the NGVD 29 superseded value.
 CS1652
 CS1652.The geoid height was determined by GEOID03.
 CS1652
 CS1652;                    North         East    Units  Estimated Accuracy
 CS1652;SPC TXNC     - 2,119,770.      716,050.      MT  (+/- 180 meters Scaled)
 CS1652
 CS1652                          SUPERSEDED SURVEY CONTROL
 CS1652
 CS1652  NGVD 29 (01/29/03)  201.84   (m)          662.2    (f) RESET       3  
 CS1652
 CS1652.Superseded values are not recommended for survey control.
 CS1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1652.See file dsdata.txt to determine how the superseded data were derived.
 CS1652
 CS1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB628238(NAD 83)
 CS1652_MARKER: DZ = AZIMUTH MARK DISK
 CS1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1652_STAMPING: RAND 1947 RESET 1962
 CS1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1652+STABILITY: SURFACE MOTION
 CS1652
 CS1652  HISTORY     - Date     Condition        Report By
 CS1652  HISTORY     - 1962     MONUMENTED       CGS
 CS1652  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1652
 CS1652                          STATION DESCRIPTION
 CS1652
 CS1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CS1652'4.15 MI E FROM FORT WORTH.
 CS1652'ABOUT 4.15 MILES EAST ALONG LANCASTER STREET FROM THE POST OFFICE AT
 CS1652'FORT WORTH, ABOUT 150 FEET EAST OF LANCASTER STREET AND OAKLAND AVENUE
 CS1652'INTERSECTION, 24 FEET SOUTH OF THE CENTER LINE OF THE EAST OF BOUND
 CS1652'TRAFFIC LANE, 38 FEET EAST OF THE NORTHEAST CORNER OF HOUSE NUMBER
 CS1652'4208, 10 FEET NORTH OF THE NORTH EDGE OF SIDEWALK, 5 FEET SOUTHWEST OF
 CS1652'A POWER LINE WITH TRANSFORMER, 4 FEET SOUTH OF THE SOUTH CURB OF
 CS1652'LANCASTER STREET, IN A LAWN OWNED BY DR. THOMPSON, A STANDARD AZIMUTH
 CS1652'MARK DISK, SET IN A 12 X 12 IN. CONCRETE POST WHICH IS 1 INCH BELOW
 CS1652'THE SURFACE OF THE GROUND.
 CS1652
 CS1652                          STATION RECOVERY (1997)
 CS1652
 CS1652'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1654 ***********************************************************************
 CS1654  DESIGNATION -  RAND RM 1
 CS1654  PID         -  CS1654
 CS1654  STATE/COUNTY-  TX/TARRANT
 CS1654  USGS QUAD   -  FORT WORTH (1981)
 CS1654
 CS1654                         *CURRENT SURVEY CONTROL
 CS1654  ___________________________________________________________________
 CS1654* NAD 83(1986)-  32 44 26.     (N)    097 15 26.     (W)     SCALED    
 CS1654* NAVD 88     -       206.199  (meters)     676.50   (feet)  ADJUSTED  
 CS1654  ___________________________________________________________________
 CS1654  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS1654  DYNAMIC HT  -         205.958 (meters)     675.71  (feet)  COMP
 CS1654  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 CS1654
 CS1654  VERT ORDER  -  FIRST     CLASS II
 CS1654
 CS1654.The horizontal coordinates were scaled from a topographic map and have
 CS1654.an estimated accuracy of +/- 6 seconds.
 CS1654
 CS1654.The orthometric height was determined by differential leveling
 CS1654.and adjusted by the National Geodetic Survey in June 1991..
 CS1654.WARNING-Repeat measurements at this control monument indicate possible
 CS1654.vertical movement.
 CS1654
 CS1654.The geoid height was determined by GEOID03.
 CS1654
 CS1654.The dynamic height is computed by dividing the NAVD 88
 CS1654.geopotential number by the normal gravity value computed on the
 CS1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1654.degrees latitude (g = 980.6199 gals.).
 CS1654
 CS1654.The modeled gravity was interpolated from observed gravity values.
 CS1654
 CS1654;                    North         East    Units  Estimated Accuracy
 CS1654;SPC TXNC     - 2,119,770.      716,460.      MT  (+/- 180 meters Scaled)
 CS1654
 CS1654                          SUPERSEDED SURVEY CONTROL
 CS1654
 CS1654  NGVD 29 (??/??/92)  206.183  (m)          676.45   (f) ADJ UNCH    1 2
 CS1654
 CS1654.Superseded values are not recommended for survey control.
 CS1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1654.See file dsdata.txt to determine how the superseded data were derived.
 CS1654
 CS1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB632238(NAD 83)
 CS1654_MARKER: DR = REFERENCE MARK DISK
 CS1654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1654_SP_SET: CURB
 CS1654_STAMPING: RAND NO 1 1947
 CS1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1654
 CS1654  HISTORY     - Date     Condition        Report By
 CS1654  HISTORY     - 1947     MONUMENTED       CGS
 CS1654  HISTORY     - 1952     GOOD             NGS
 CS1654  HISTORY     - 1957     GOOD             NGS
 CS1654  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1654
 CS1654                          STATION DESCRIPTION
 CS1654
 CS1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1654'4.3 MI E FROM FORT WORTH.
 CS1654'4.3 MILES EAST ALONG LANCASTER STREET FROM THE POST OFFICE AT FORT
 CS1654'WORTH, AT ITS INTERSECTION WITH RAND STREET, 81.2 FEET NORTHEAST OF
 CS1654'TRIANGULATION STATION RAND 1947, 21 FEET NORTH OF THE CENTER LINE OF
 CS1654'THE NORTH LANE OF LANCASTER STREET, SET IN THE TOP OF THE NORTH CURB
 CS1654'OF LANCASTER STREET.
 CS1654
 CS1654                          STATION RECOVERY (1957)
 CS1654
 CS1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1654'RECOVERED IN GOOD CONDITION.
 CS1654
 CS1654                          STATION RECOVERY (1996)
 CS1654
 CS1654'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1655 ***********************************************************************
 CS1655  DESIGNATION -  RAND RM 2
 CS1655  PID         -  CS1655
 CS1655  STATE/COUNTY-  TX/TARRANT
 CS1655  USGS QUAD   -  FORT WORTH (1981)
 CS1655
 CS1655                         *CURRENT SURVEY CONTROL
 CS1655  ___________________________________________________________________
 CS1655* NAD 83(1986)-  32 44 26.     (N)    097 15 26.     (W)     SCALED    
 CS1655* NAVD 88     -       205.821  (meters)     675.26   (feet)  ADJUSTED  
 CS1655  ___________________________________________________________________
 CS1655  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS1655  DYNAMIC HT  -         205.581 (meters)     674.48  (feet)  COMP
 CS1655  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 CS1655
 CS1655  VERT ORDER  -  FIRST     CLASS II
 CS1655
 CS1655.The horizontal coordinates were scaled from a topographic map and have
 CS1655.an estimated accuracy of +/- 6 seconds.
 CS1655
 CS1655.The orthometric height was determined by differential leveling
 CS1655.and adjusted by the National Geodetic Survey in June 1991..
 CS1655
 CS1655.The geoid height was determined by GEOID03.
 CS1655
 CS1655.The dynamic height is computed by dividing the NAVD 88
 CS1655.geopotential number by the normal gravity value computed on the
 CS1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1655.degrees latitude (g = 980.6199 gals.).
 CS1655
 CS1655.The modeled gravity was interpolated from observed gravity values.
 CS1655
 CS1655;                    North         East    Units  Estimated Accuracy
 CS1655;SPC TXNC     - 2,119,770.      716,460.      MT  (+/- 180 meters Scaled)
 CS1655
 CS1655                          SUPERSEDED SURVEY CONTROL
 CS1655
 CS1655  NGVD 29 (??/??/92)  205.805  (m)          675.21   (f) ADJ UNCH    1 2
 CS1655
 CS1655.Superseded values are not recommended for survey control.
 CS1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1655.See file dsdata.txt to determine how the superseded data were derived.
 CS1655
 CS1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB632238(NAD 83)
 CS1655_MARKER: DR = REFERENCE MARK DISK
 CS1655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1655_SP_SET: CURB
 CS1655_STAMPING: RAND NO 2 1947
 CS1655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1655
 CS1655  HISTORY     - Date     Condition        Report By
 CS1655  HISTORY     - 1947     MONUMENTED       CGS
 CS1655  HISTORY     - 1952     GOOD             NGS
 CS1655  HISTORY     - 1957     GOOD             NGS
 CS1655  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1655  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1655
 CS1655                          STATION DESCRIPTION
 CS1655
 CS1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1655'4.3 MI E FROM FORT WORTH.
 CS1655'4.3 MILES EAST ALONG LANCASTER STREET FROM THE POST OFFICE AT FORT
 CS1655'WORTH, AT ITS INTERSECTION WITH RAND STREET, 71.2 FEET NORTHWEST OF
 CS1655'TRIANGULATION STATION RAND 1947, 21 FEET NORTH OF THE CENTER LINE OF
 CS1655'THE NORTH LANE OF LANCASTER STREET, 21 FEET EAST OF A POWER POLE, SET
 CS1655'IN THE TOP OF THE NORTH CONCRETE CURB OF THE NORTH LANE OF LANCASTER
 CS1655'STREET.
 CS1655
 CS1655                          STATION RECOVERY (1957)
 CS1655
 CS1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1655'RECOVERED IN GOOD CONDITION.
 CS1655
 CS1655                          STATION RECOVERY (1984)
 CS1655
 CS1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1655'MARK NOT FOUND.
 CS1655
 CS1655                          STATION RECOVERY (1996)
 CS1655
 CS1655'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1307 ***********************************************************************
 AJ1307  DESIGNATION -  RANDADO USI AND NS MAST
 AJ1307  PID         -  AJ1307
 AJ1307  STATE/COUNTY-  TX/JIM HOGG
 AJ1307  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ1307
 AJ1307                         *CURRENT SURVEY CONTROL
 AJ1307  ___________________________________________________________________
 AJ1307* NAD 83(1993)-  27 04 19.29131(N)    098 50 45.94451(W)     ADJUSTED  
 AJ1307* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1307  ___________________________________________________________________
 AJ1307  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AJ1307  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AJ1307
 AJ1307  HORZ ORDER  -  THIRD
 AJ1307
 AJ1307.The horizontal coordinates were established by classical geodetic methods
 AJ1307.and adjusted by the National Geodetic Survey in February 1996..
 AJ1307
 AJ1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1307
 AJ1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1307
 AJ1307.The geoid height was determined by GEOID03.
 AJ1307
 AJ1307;                    North         East     Units Scale Factor Converg.
 AJ1307;SPC TX S     - 5,155,748.852   265,673.851   MT  0.99989556   -0 09 25.7
 AJ1307;SPC TX S     -16,915,152.69    871,631.63   sFT  0.99989556   -0 09 25.7
 AJ1307;UTM  14      - 2,994,422.082   515,259.915   MT  0.99960287   +0 04 12.2
 AJ1307
 AJ1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1307!SPC TX S     -   1.00000384  x   0.99989556  =   0.99989940
 AJ1307!UTM  14      -   1.00000384  x   0.99960287  =   0.99960671
 AJ1307
 AJ1307                          SUPERSEDED SURVEY CONTROL
 AJ1307
 AJ1307  NAD 83(1986)-  27 04 19.29442(N)    098 50 45.91386(W) AD(       ) 4
 AJ1307  NAD 27      -  27 04 18.12557(N)    098 50 44.80194(W) AD(       ) 3
 AJ1307  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1307
 AJ1307.Superseded values are not recommended for survey control.
 AJ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1307.See file dsdata.txt to determine how the superseded data were derived.
 AJ1307
 AJ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1526094422(NAD 83)
 AJ1307_MARKER: 42 = RADIO/TV MAST
 AJ1307
 AJ1307  HISTORY     - Date     Condition        Report By
 AJ1307  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1307
 AJ1307                          STATION DESCRIPTION
 AJ1307
 AJ1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1307'THE STATION, RANDADO, U.S. IMMIGRATION AND NATURALIZATION SERVICE
 AJ1307'RADIO MAST IS THE RED LIGHT MOUNTED ATOP A RADIO MAST THAT IS
 AJ1307'PAINTED ALTERNATELY RED AND WHITE AND IS ABOUT 250 FEET HIGH.  IT IS
 AJ1307'ABOUT 26 MILES EAST AND 11 MILES NORTH OF ZAPATA, 17 MILES SOUTH
 AJ1307'AND 10 MILES WEST OF HEBBRONVILLE, 2.2 MILES EAST OF THE SMALL
 AJ1307'SETTLEMENT OF RANDADO AND ABOUT 150 FEET SOUTH OF THE CENTER OF
 AJ1307'STATE HIGHWAY 16.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16
 AJ1307'AND FARM ROAD 649 AT RANDADO, GO EAST ON STATE HIGHWAY 16 FOR
 AJ1307'2.2 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1786 ***********************************************************************
 FL1786  DESIGNATION -  RANDALL
 FL1786  PID         -  FL1786
 FL1786  STATE/COUNTY-  TX/RANDALL
 FL1786  USGS QUAD   -  PULLMAN (1973)
 FL1786
 FL1786                         *CURRENT SURVEY CONTROL
 FL1786  ___________________________________________________________________
 FL1786* NAD 83(1993)-  35 07 55.97162(N)    101 42 17.21070(W)     ADJUSTED  
 FL1786* NAVD 88     -      1090.     (meters)    3576.     (feet)  SCALED    
 FL1786  ___________________________________________________________________
 FL1786  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 FL1786  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL1786
 FL1786  HORZ ORDER  -  THIRD
 FL1786
 FL1786.The horizontal coordinates were established by classical geodetic methods
 FL1786.and adjusted by the National Geodetic Survey in February 1996..
 FL1786
 FL1786.The orthometric height was scaled from a topographic map.
 FL1786
 FL1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1786
 FL1786.The geoid height was determined by GEOID03.
 FL1786
 FL1786;                    North         East     Units Scale Factor Converg.
 FL1786;SPC TX N     - 1,125,623.471   181,337.506   MT  0.99992324   -0 07 07.2
 FL1786;SPC TX N     - 3,692,983.00    594,938.13   sFT  0.99992324   -0 07 07.2
 FL1786;UTM  14      - 3,891,054.300   253,550.780   MT  1.00034860   -1 33 26.2
 FL1786
 FL1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1786!SPC TX N     -   0.99983296  x   0.99992324  =   0.99975621
 FL1786!UTM  14      -   0.99983296  x   1.00034860  =   1.00018150
 FL1786
 FL1786:                Primary Azimuth Mark                     Grid Az
 FL1786:SPC TX N     -  RANDALL AZ MK                            000 16 38.1
 FL1786:UTM  14      -  RANDALL AZ MK                            001 42 57.1
 FL1786
 FL1786|---------------------------------------------------------------------|
 FL1786| PID    Reference Object                     Distance      Geod. Az  |
 FL1786|                                                           dddmmss.s |
 FL1786| CJ8204 RANDALL AZ MK                                      0000930.9 |
 FL1786| CJ8205 RANDALL RM 1                         20.180 METERS 18221     |
 FL1786| CJ8206 RANDALL RM 2                         19.286 METERS 25122     |
 FL1786| FL1799 AMARILLO SE MUNICIPAL TANK          APPROX.13.3 KM 2954215.1 |
 FL1786| CJ8207 RANDALL RM 3                         21.318 METERS 33958     |
 FL1786|---------------------------------------------------------------------|
 FL1786
 FL1786                          SUPERSEDED SURVEY CONTROL
 FL1786
 FL1786  NAD 83(1993)-  35 07 55.97956(N)    101 42 17.20354(W) AD(       ) 3
 FL1786  NAD 83(1986)-  35 07 55.97863(N)    101 42 17.20215(W) AD(       ) 3
 FL1786  NAD 27      -  35 07 55.78700(N)    101 42 15.54900(W) AD(       ) 3
 FL1786
 FL1786.Superseded values are not recommended for survey control.
 FL1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1786.See file dsdata.txt to determine how the superseded data were derived.
 FL1786
 FL1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5355191054(NAD 83)
 FL1786_MARKER: DS = TRIANGULATION STATION DISK
 FL1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1786
 FL1786  HISTORY     - Date     Condition        Report By
 FL1786  HISTORY     - 1951     MONUMENTED       CGS
 FL1786  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FL1786  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FL1786  HISTORY     - 1966     SEE DESCRIPTION  CGS
 FL1786
 FL1786                          STATION DESCRIPTION
 FL1786
 FL1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1786'THE STATION IS LOCATED ALONG THE WEST SIDE OF A NORTH-SOUTH
 FL1786'DIRT ROAD.  IT IS ABOUT 9 MILES AIRLINE SOUTHEAST OF AMARILLO,
 FL1786'ABOUT 16 MILES AIRLINE NORTHEAST OF CANYON, AND ABOUT 6-1/2
 FL1786'MILES AIRLINE SOUTH OF ENGLISH FIELD.
 FL1786'
 FL1786'THE STATION IS 50 FEET NORTHWEST OF A T-ROAD INTERSECTION, 21
 FL1786'FEET NORTH-NORTHEAST OF A FENCE CORNER, AND 12 FEET
 FL1786'NORTH-NORTHEAST OF A WHITE WITNESS POST.  IT IS A STANDARD
 FL1786'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1786'PROJECTS 4 INCHES.  THE DISK IS STAMPED--RANDALL 1951.
 FL1786'
 FL1786'REFERENCE MARK NUMBER ONE IS 24 FEET SOUTH OF THE CENTER LINE
 FL1786'OF THE EAST-WEST ROAD, 2 FEET EAST OF A FENCE CORNER, AND ABOUT
 FL1786'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET
 FL1786'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FL1786'INCHES.  THE DISK IS STAMPED--RANDALL NO 1 1951.
 FL1786'
 FL1786'REFERENCE MARK NUMBER TWO IS 22 FEET NORTH OF THE CENTER LINE
 FL1786'OF THE EAST-WEST ROAD, 1 FOOT SOUTH OF A WIRE FENCE, AND ABOUT
 FL1786'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET
 FL1786'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1786'2 INCHES.  THE DISK IS STAMPED--RANDALL NO 2 1951.
 FL1786'
 FL1786'THE AZIMUTH MARK IS 36 FEET SOUTHEAST OF THE CENTER LINE OF A
 FL1786'T-ROAD INTERSECTION, AND 6 FEET SOUTHWEST OF A FENCE CORNER.
 FL1786'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1786'POST THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--RANDALL 1951.
 FL1786'TO REACH THE MARK FROM THE STATION GO NORTH ON THE ROAD FOR 1.0
 FL1786'MILE TO A T-ROAD AND THE MARK ON THE RIGHT.
 FL1786'
 FL1786'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO GO SOUTH
 FL1786'TO TENTH AVENUE.  TURN LEFT, EAST, AND FOLLOW U.S. HIGHWAY
 FL1786'287 FOR 7.7 MILES TO A CROSS ROAD.  TURN RIGHT, SOUTH, AND GO
 FL1786'3.3 MILES TO A T-ROAD.  TURN LEFT, EAST, AND GO 0.1 MILE TO A
 FL1786'T-ROAD.  TURN RIGHT, SOUTH, AND GO 1.0 MILE TO THE STATION ON
 FL1786'THE RIGHT.
 FL1786'
 FL1786'NOTE--ALL OBJECTS ARE VISIBLE FROM THE GROUND.
 FL1786'
 FL1786'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 FL1786
 FL1786                          STATION RECOVERY (1962)
 FL1786
 FL1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 FL1786'THE TOP PORTION OF THE SURFACE MARK WAS FOUND BROKEN OFF WITH
 FL1786'STATION DISK WHICH WAS REMOVED AND SENT TO THE FORT WORTH OFFICE.
 FL1786'THE LOWER PART OF THE STATION MONUMENT IS STILL IN GROUND NEAR
 FL1786'THE ORIGINAL LOCATION.  THE CENTER OF MONUMENT DID NOT CHECK
 FL1786'DISTANCES TO REFERENCE MARKS.  REFERENCE MARK NO. 1 HAS BEEN
 FL1786'EXPOSED ABOUT 15 INCHES ABOVE THE SURFACE BUT DISK IS STILL
 FL1786'INTACT.  REFERENCE MARK NO. 2 APPEARS IN GOOD CONDITION AS
 FL1786'DOES THE AZIMUTH MARK.
 FL1786'
 FL1786'THE STATION IS ALONG THE W SIDE OF TFR 2394, A BLACK-TOP ROAD,
 FL1786'AND STATION IS 2.0 MILES N FROM JUNCTION OF 2394 AND 1151.  THE
 FL1786'AZIMUTH MARK IS 1.0 MILE N OF THE STATION AT CURVE IN THE N-S
 FL1786'ROAD (2394), AT T-INTERSECTION OF SHORT SPUR N AT THE CURVE
 FL1786'AND THE MARK IS JUST S OF A FENCE CORNER AT NW CORNER OF GRAIN
 FL1786'FIELD ON W SIDE OF FENCELINE.
 FL1786
 FL1786                          STATION RECOVERY (1963)
 FL1786
 FL1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FAK)
 FL1786'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 HAVE BEEN
 FL1786'DESTROYED.  IT IS BELIEVED THAT THE UNDERGROUND MARK IS ALSO
 FL1786'DESTROYED AS THERE IS A 4 FOOT DITCH WHERE THE STATION MARK
 FL1786'WAS.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE IN GOOD
 FL1786'CONDITION.  THE OLD TO REACH IS GOOD.
 FL1786
 FL1786                          STATION RECOVERY (1966)
 FL1786
 FL1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 FL1786'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 2 AND THE
 FL1786'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 FL1786'STATION MARK, AND REFERENCE MARK NO. 1 WERE FOUND TO BE
 FL1786'DESTROYED.  THE SUB-MARK WAS LOWERED AND RE-MARKED AT ITS ORIGINAL
 FL1786'POSITION AND A SURFACE STATION MARK SET DIRECTLY OVER THE UNDER
 FL1786'GROUND MARK.  ONE NEW REFERENCE MARK WAS SET.  A COMPLETE
 FL1786'DESCRIPTION FOLLOWS--
 FL1786'
 FL1786'THE STATION IS ABOUT 9 MILES SOUTHEAST OF AMARILLO, ABOUT 10
 FL1786'MILES SOUTHWEST OF WASHBURN, ALONG THE WEST RIGHT-OF-WAY OF
 FL1786'F.M. HIGHWAY 1258, AND IS IN THE BOTTOM OF THE BARROW DITCH.
 FL1786'
 FL1786'TO REACH STATION FROM THE INTERCHANGE OF U.S. HIGHWAYS 60-87-287
 FL1786'AND INTERSTATE HIGHWAY 40 IN AMARILLO, GO EAST ON INTERSTATE
 FL1786'HIGHWAY 40 AND U.S. HIGHWAY 287 FOR 7.2 MILES TO F.M. HIGHWAY
 FL1786'1258.  TURN RIGHT, SOUTH, ON F.M. HIGHWAY 1258, GO 3.25 MILES
 FL1786'TO AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE HIGHWAY 1.0 MILE
 FL1786'TO STATION ON THE RIGHT.
 FL1786'
 FL1786'STATION MARKS ARE STANDARD DISKS, STAMPED RANDALL 1951 1966.
 FL1786'THE SURFACE DISK IS SET IN A 14 IN X 14 IN CONCRETE POST WHICH
 FL1786'IS 10 INCHES BELOW THE SURFACE OF GROUND.  IT IS 28 FEET WEST
 FL1786'OF THE HIGHWAY CENTERLINE, 42 FEET NORTH OF THE CENTER OF AN
 FL1786'EAST-WEST ROAD, 27 FEET NORTH OF THE NORTH END OF A CONCRETE
 FL1786'CULVERT, 24 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE AND A
 FL1786'METAL WITNESS POST.  THE UNDER GROUND DISK IS SET IN AN
 FL1786'IRREGULAR MASS OF CONCRETE 50 INCHES BELOW THE SURFACE OF
 FL1786'GROUND.
 FL1786'
 FL1786'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED RANDALL NO 2
 FL1786'1951, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE
 FL1786'SURFACE OF GROUND.  IT IS 89 FEET WEST OF THE HIGHWAY CENTER
 FL1786'LINE, 23 FEET NORTH OF THE EAST-WEST ROAD CENTER LINE, 41 FEET
 FL1786'SOUTHWEST OF THE METAL WITNESS POST, 4 FEET WEST OF THE WEST
 FL1786'GATE POST, AND 1 FOOT SOUTH OF A FENCE LINE.
 FL1786'
 FL1786'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED RANDALL NO 3
 FL1786'1951 1966, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 FL1786'3 INCHES ABOVE SURFACE OF GROUND.  IT IS 52 FEET WEST OF THE
 FL1786'HIGHWAY CENTER LINE, 110 FEET NORTH OF THE EAST-WEST ROAD CENTER
 FL1786'LINE, AND 67.5 FEET NORTH OF THE METAL WITNESS POST.
 FL1786'
 FL1786'AZIMUTH MARK, A STANDARD DISK, STAMPED RANDALL 1951, IS SET
 FL1786'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 FL1786'GROUND.  IT IS 266 FEET NORTHEAST OF THE HIGHWAY CENTER LINE,
 FL1786'30 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 30 FEET EAST OF
 FL1786'CENTER OF A DIRT ROAD, AND 2 FEET SOUTHWEST OF A METAL WITNESS
 FL1786'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1806 ***********************************************************************
 AY1806  DESIGNATION -  RANDOLPH AFB ADMIN BLDG BEACON
 AY1806  PID         -  AY1806
 AY1806  STATE/COUNTY-  TX/BEXAR
 AY1806  USGS QUAD   -  SCHERTZ (1992)
 AY1806
 AY1806                         *CURRENT SURVEY CONTROL
 AY1806  ___________________________________________________________________
 AY1806* NAD 83(1993)-  29 32 09.63486(N)    098 16 57.75568(W)     ADJUSTED  
 AY1806* NAVD 88     -                                                        
 AY1806  ___________________________________________________________________
 AY1806  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AY1806  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY1806
 AY1806  HORZ ORDER  -  THIRD
 AY1806
 AY1806.The horizontal coordinates were established by classical geodetic methods
 AY1806.and adjusted by the National Geodetic Survey in February 1996..
 AY1806
 AY1806
 AY1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1806
 AY1806.The geoid height was determined by GEOID03.
 AY1806
 AY1806;                    North         East     Units Scale Factor Converg.
 AY1806;SPC TXSC     - 4,188,914.991   669,518.818   MT  0.99986938   +0 21 05.1
 AY1806;SPC TXSC     -13,743,131.93  2,196,579.66   sFT  0.99986938   +0 21 05.1
 AY1806;UTM  14      - 3,267,587.746   569,501.465   MT  0.99965960   +0 21 13.0
 AY1806
 AY1806                          SUPERSEDED SURVEY CONTROL
 AY1806
 AY1806  NAD 83(1986)-  29 32 09.64025(N)    098 16 57.73768(W) AD(       ) 4
 AY1806  NAD 27      -  29 32 08.80900(N)    098 16 56.69000(W) AD(       ) 3
 AY1806
 AY1806.Superseded values are not recommended for survey control.
 AY1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1806.See file dsdata.txt to determine how the superseded data were derived.
 AY1806
 AY1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6950167588(NAD 83)
 AY1806_MARKER: 21 = AIRPORT BEACON
 AY1806
 AY1806  HISTORY     - Date     Condition        Report By
 AY1806  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1806  HISTORY     - 1989     GOOD             USPSQD
 AY1806  HISTORY     - 19990215 GOOD             USPSQD
 AY1806
 AY1806                          STATION DESCRIPTION
 AY1806
 AY1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1806'THE REVOLVING GREEN AND WHITE BEACON ON THE TOP OF THE
 AY1806'ADMINISTRATION BUILDING AT THE EAST END OF THE MALL LEADING FROM
 AY1806'THE MAIN GATE AT RANDOLPH FIELD.  IT IS ABOUT 25 MILES NORTHEAST
 AY1806'OF THE CENTER OF SAN ANTONIO.
 AY1806
 AY1806                          STATION RECOVERY (1989)
 AY1806
 AY1806'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1806'RECOVERED IN GOOD CONDITION.
 AY1806
 AY1806                          STATION RECOVERY (1999)
 AY1806
 AY1806'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0666 ***********************************************************************
 DO0666  DESIGNATION -  RANDY
 DO0666  PID         -  DO0666
 DO0666  STATE/COUNTY-  TX/CLAY
 DO0666  USGS QUAD   -  BELLEVUE (1968)
 DO0666
 DO0666                         *CURRENT SURVEY CONTROL
 DO0666  ___________________________________________________________________
 DO0666* NAD 83(1993)-  33 41 17.15114(N)    098 05 17.10389(W)     ADJUSTED  
 DO0666* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 DO0666  ___________________________________________________________________
 DO0666  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 DO0666  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DO0666
 DO0666  HORZ ORDER  -  SECOND
 DO0666
 DO0666.The horizontal coordinates were established by classical geodetic methods
 DO0666.and adjusted by the National Geodetic Survey in February 1996..
 DO0666
 DO0666.The orthometric height was scaled from a topographic map.
 DO0666
 DO0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0666
 DO0666.The geoid height was determined by GEOID03.
 DO0666
 DO0666;                    North         East     Units Scale Factor Converg.
 DO0666;SPC TXNC     - 2,224,236.811   638,190.643   MT  0.99993418   +0 13 28.8
 DO0666;SPC TXNC     - 7,297,350.27  2,093,797.13   sFT  0.99993418   +0 13 28.8
 DO0666;UTM  14      - 3,727,946.829   584,521.353   MT  0.99968807   +0 30 21.0
 DO0666
 DO0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0666!SPC TXNC     -   0.99995717  x   0.99993418  =   0.99989136
 DO0666!UTM  14      -   0.99995717  x   0.99968807  =   0.99964526
 DO0666
 DO0666|---------------------------------------------------------------------|
 DO0666| PID    Reference Object                     Distance      Geod. Az  |
 DO0666|                                                           dddmmss.s |
 DO0666| CX8027 RANDY RM 1                           24.905 METERS 02308     |
 DO0666| CX8026 RANDY AZ MK                                        0515150.9 |
 DO0666| DO0664 ATT CO RELAY TOWER KKO 30           APPROX. 6.4 KM 0883452.5 |
 DO0666| DO0665 BELLEVUE MUNICIPAL TANK             APPROX. 8.9 KM 1301618.4 |
 DO0666| CX8028 RANDY RM 2                           29.818 METERS 24943     |
 DO0666|---------------------------------------------------------------------|
 DO0666
 DO0666                          SUPERSEDED SURVEY CONTROL
 DO0666
 DO0666  NAD 83(1993)-  33 41 17.15189(N)    098 05 17.10255(W) AD(       ) 2
 DO0666  NAD 83(1986)-  33 41 17.15447(N)    098 05 17.09098(W) AD(       ) 2
 DO0666  NAD 27      -  33 41 16.78692(N)    098 05 15.94067(W) AD(       ) 2
 DO0666
 DO0666.Superseded values are not recommended for survey control.
 DO0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0666.See file dsdata.txt to determine how the superseded data were derived.
 DO0666
 DO0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC8452127947(NAD 83)
 DO0666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0666
 DO0666  HISTORY     - Date     Condition        Report By
 DO0666  HISTORY     - 1966     MONUMENTED       CGS
 DO0666
 DO0666                          STATION DESCRIPTION
 DO0666
 DO0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0666'THE STATION IS ABOUT 12 MILES SOUTHWEST OF RINGGOLD, 10-3/4
 DO0666'MILES SOUTHEAST OF HENRIETTA, 5-1/2 MILES NORTHWEST OF BELLEVUE,
 DO0666'ON PROPERTY OWNED BY MISS RANDY HAPGOOD OF HENRIETTA.
 DO0666'
 DO0666'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE, GO
 DO0666'NORTH ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY
 DO0666'287.  TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 287 FOR 5.5
 DO0666'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD FOR 0.4
 DO0666'MILE TO A WHITE PIPE CATTLE GUARD AND GATE ON THE LEFT.  TURN
 DO0666'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.05 MILE TO A DIM TRACK
 DO0666'ROAD ON THE LEFT.  BEAR LEFT AND GO SOUTHWESTERLY ON THE DIM
 DO0666'TRACK ROAD ALONG THE RIM FOR 0.45 MILE TO THE END OF THE ROAD
 DO0666'AND THE STATION.
 DO0666'
 DO0666'THE STATION MARK IS A STANDARD DISK, STAMPED RANDY 1965, SET
 DO0666'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0666'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 50 YARDS
 DO0666'SOUTHWEST OF THE RIM AND 4.0 FEET SOUTH OF A WITNESS POST.
 DO0666'
 DO0666'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RANDY NO 1 1965,
 DO0666'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0666'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS AT ABOUT THE SAME
 DO0666'ELEVATION AS THE STATION.
 DO0666'
 DO0666'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RANDY NO 2 1965,
 DO0666'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0666'THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS AT ABOUT THE
 DO0666'SAME ELEVATION AS THE STATION.
 DO0666'
 DO0666'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RANDY 1965, SET
 DO0666'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0666'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 66.2 FEET SOUTHWEST
 DO0666'OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 287,
 DO0666'3.7 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND 2.3 FEET
 DO0666'WEST-SOUTHWEST OF A POWER LINE POLE.
 DO0666'
 DO0666'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0070 ***********************************************************************
 AB0070  DESIGNATION -  RANGE
 AB0070  PID         -  AB0070
 AB0070  STATE/COUNTY-  TX/CAMERON
 AB0070  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0070
 AB0070                         *CURRENT SURVEY CONTROL
 AB0070  ___________________________________________________________________
 AB0070* NAD 83(1993)-  25 57 50.48043(N)    097 14 39.56099(W)     ADJUSTED  
 AB0070* NAVD 88     -         8.930  (meters)      29.30   (feet)  ADJUSTED  
 AB0070  ___________________________________________________________________
 AB0070  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AB0070  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 AB0070  DYNAMIC HT  -           8.915 (meters)      29.25  (feet)  COMP
 AB0070  MODELED GRAV-     979,057.8   (mgal)                       NAVD 88
 AB0070
 AB0070  HORZ ORDER  -  SECOND
 AB0070  VERT ORDER  -  SECOND    CLASS 0
 AB0070
 AB0070.The horizontal coordinates were established by classical geodetic methods
 AB0070.and adjusted by the National Geodetic Survey in February 1996..
 AB0070
 AB0070.The orthometric height was determined by differential leveling
 AB0070.and adjusted by the National Geodetic Survey in June 1991..
 AB0070
 AB0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0070
 AB0070.The geoid height was determined by GEOID03.
 AB0070
 AB0070.The dynamic height is computed by dividing the NAVD 88
 AB0070.geopotential number by the normal gravity value computed on the
 AB0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0070.degrees latitude (g = 980.6199 gals.).
 AB0070
 AB0070.The modeled gravity was interpolated from observed gravity values.
 AB0070
 AB0070;                    North         East     Units Scale Factor Converg.
 AB0070;SPC TX S     - 5,033,571.811   425,758.951   MT  1.00005722   +0 34 12.3
 AB0070;SPC TX S     -16,514,310.18  1,396,844.16   sFT  1.00005722   +0 34 12.3
 AB0070;UTM  14      - 2,872,878.841   675,774.678   MT  0.99998150   +0 46 07.8
 AB0070
 AB0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0070!SPC TX S     -   1.00000194  x   1.00005722  =   1.00005916
 AB0070!UTM  14      -   1.00000194  x   0.99998150  =   0.99998344
 AB0070
 AB0070:                Primary Azimuth Mark                     Grid Az
 AB0070:SPC TX S     -  PORT ISABEL N TANK                       011 39 28.8
 AB0070:UTM  14      -  PORT ISABEL N TANK                       011 27 33.3
 AB0070
 AB0070|---------------------------------------------------------------------|
 AB0070| PID    Reference Object                     Distance      Geod. Az  |
 AB0070|                                                           dddmmss.s |
 AB0070| AB1497 PORT ISABEL N TANK                  APPROX.12.0 KM 0121341.1 |
 AB0070| AB0071 RANGE RM 1                           38.700 METERS 01620     |
 AB0070| CV2854 RANGE RM 3                           39.200 METERS 01631     |
 AB0070| AB1492 WILSON                              APPROX.11.5 KM 0512432.3 |
 AB0070| AB1370 PORT BROWNSVILLE MUNICIPAL TK       APPROX.16.0 KM 2652556.5 |
 AB0070| AB0067 RANGE AZ MK                                        2685528.2 |
 AB0070| AB0072 RANGE RM 2                           41.873 METERS 30316     |
 AB0070|---------------------------------------------------------------------|
 AB0070
 AB0070                          SUPERSEDED SURVEY CONTROL
 AB0070
 AB0070  NAD 83(1986)-  25 57 50.49472(N)    097 14 39.51200(W) AD(       ) 2
 AB0070  NAD 27      -  25 57 49.20100(N)    097 14 38.60400(W) AD(       ) 2
 AB0070  NGVD 29 (??/??/92)    9.027  (m)           29.62   (f) ADJ UNCH    2 0
 AB0070
 AB0070.Superseded values are not recommended for survey control.
 AB0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0070.See file dsdata.txt to determine how the superseded data were derived.
 AB0070
 AB0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7577572879(NAD 83)
 AB0070_MARKER: DS = TRIANGULATION STATION DISK
 AB0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0070_STAMPING: RANGE 1939
 AB0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0070+STABILITY: SURFACE MOTION
 AB0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0070+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 AB0070
 AB0070  HISTORY     - Date     Condition        Report By
 AB0070  HISTORY     - 1939     MONUMENTED       CGS
 AB0070  HISTORY     - 1942     GOOD             CGS
 AB0070  HISTORY     - 1942     GOOD             NGS
 AB0070  HISTORY     - 1945     GOOD             CGS
 AB0070  HISTORY     - 1949     GOOD             CGS
 AB0070  HISTORY     - 1949     GOOD             NGS
 AB0070  HISTORY     - 1958     GOOD             AMS
 AB0070  HISTORY     - 1968     GOOD             CGS
 AB0070  HISTORY     - 1970     GOOD             NGS
 AB0070  HISTORY     - 1984     GOOD             NGS
 AB0070  HISTORY     - 1987     GOOD             USPSQD
 AB0070  HISTORY     - 1988     GOOD             USPSQD
 AB0070  HISTORY     - 19910327 GOOD             USPSQD
 AB0070  HISTORY     - 19910427 GOOD             USPSQD
 AB0070  HISTORY     - 20050207 GOOD             IBWC
 AB0070
 AB0070                          STATION DESCRIPTION
 AB0070
 AB0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB0070'STATION RANGE IS LOCATED ABOUT 16-1/2 MILES ENE OF BROWNSVILLE,
 AB0070'ABOUT 8-1/4 MILES SSW OF PORT ISABEL AND ABOUT 0.75 MILE
 AB0070'W OF A GOVERNMENT TARGET RANGE.  IT IS ON TOP OF AN EW RIDGE
 AB0070'THAT IS COVERED WITH THICK BRUSH, 55 FEET S OF THE CENTER
 AB0070'LINE OF TEXAS STATE HIGHWAY 4, ABOUT MIDWAY BETWEEN TWO CURVES,
 AB0070'ONE AT EACH END OF THE RIDGE.
 AB0070'
 AB0070'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 AB0070'STANDARD BRONZE DISKS SET IN CONCRETE.
 AB0070'THE AZIMUTH MARK IS 0.9 MILE W OF THE
 AB0070'STATION, 50 FEET N OF CENTER LINE OF ROAD, ON A CURVE TO
 AB0070'THE SW, 20 FEET N OF A TELEPHONE LINE.
 AB0070'
 AB0070'TO REACH FROM THE N END OF THE GATEWAY BRIDGE ACROSS THE
 AB0070'RIO GRANDE RIVER IN BROWNSVILLE, GO NE ON TEXAS STATE HIGHWAY
 AB0070'4 FOR 2.3 MILES TO THE JUNCTION OF TEXAS STATE HIGHWAY 48
 AB0070'AND NO. 4.  TURN RIGHT (E), ON STATE HIGHWAY 4 FOR 14.0
 AB0070'MILES TO THE STATION ON THE S SIDE OF THE ROAD.
 AB0070'
 AB0070'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 AB0070
 AB0070                          STATION RECOVERY (1942)
 AB0070
 AB0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AB0070'STATION, REFERENCE MARKS NOS. 1 AND 2 AND AZIMUTH MARK WAS
 AB0070'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AB0070'
 AB0070'STATION IS ON THE TOP OF AN E-W BRUSH-COVERED RIDGE, ABOUT
 AB0070'8.3 MILES SSW OF PORT ISABEL.  IT IS 55.0 FEET S OF AND ABOUT
 AB0070'4.0 FEET ABOVE THE CENTER LINE OF STATE HIGHWAY 4 AND 3.0
 AB0070'FEET N OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS STAMPED
 AB0070'RANGE 1939.  THE MONUMENT PROJECTS ABOUT 0.8 FOOT.
 AB0070'
 AB0070'REFERENCE MARK NO. 1 IS 127.0 FEET N OF THE STATION,
 AB0070'42 FEET N OF THE CENTER LINE OF STATE HIGHWAY 4.  IT IS STAMPED
 AB0070'RANGE NO. 1 1939.  THE MONUMENT PROJECTS ABOUT 0.7 FOOT.
 AB0070'
 AB0070'REFERENCE MARK NO. 2 IS ABOUT MIDWAY BETWEEN
 AB0070'TWO CURVES THAT ARE ABOUT 0.8 MILE APART, 135.0 FEET NW OF
 AB0070'THE STATION, 38.0 FEET N OF AND ABOUT THE SAME ELEVATION
 AB0070'AS THE CENTER LINE OF THE HIGHWAY.  IT IS STAMPED RANGE
 AB0070'NO. 2 1939.
 AB0070'
 AB0070'AZIMUTH MARK IS ABOUT 1.0 MILE W OF THE STATION,
 AB0070'AT THE E END OF AN S CURVE, 54.0 FEET N OF AND ABOUT THE
 AB0070'SAME ELEVATION AS THE CENTER LINE OF STATE HIGHWAY 4, AND
 AB0070'3.0 FEET E OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS
 AB0070'STAMPED RANGE 1939.  THE MONUMENT PROJECTS ABOUT 1.0 FOOT.
 AB0070
 AB0070                          STATION RECOVERY (1942)
 AB0070
 AB0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AB0070'17.6 MI NE FROM BROWNSVILLE.
 AB0070'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0070'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0070'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLEGUARD, CONTINUE
 AB0070'ON STATE HIGHWAY NUMBER 4 AND GO 9.5 MILES TO SITE OF BENCH MARK.
 AB0070'BENCH MARK IS ON TOP OF A NARROW EAST-WEST RIDGE.  IT IS 135 FEET
 AB0070'SOUTHEAST OF REFERENCE MARK NUMBER 2.  127 FEET SOUTH OF REFERENCE
 AB0070'MARK NUMBER 1.  55 FEET SOUTH OF AND ABOUT 4.0 FEET ABOVE THE
 AB0070'CENTERLINE OF THE HIGHWAY.  AND 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN
 AB0070'MARKER POST.  POST PROJECTS 0.8 FOOT.
 AB0070
 AB0070                          STATION RECOVERY (1945)
 AB0070
 AB0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBL)
 AB0070'RANGE SURFACE CENTER MARK, R.M. NO. 1, R.M. NO. 2, AND AZIMUTH
 AB0070'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AB0070'IS ADEQUATE EXCEPT SPEEDOMETER MILEAGE DOES NOT CHECK AND
 AB0070'SHOULD BE AMMENDED AS FOLLOWS--
 AB0070'
 AB0070'STATION RANGE IS LOCATED 18.1 MILES EASTWARD FROM BROWNSVILLE
 AB0070'POST OFFICE, 15.4 MILES FROM INTERSECTION OF STATE HIGHWAYS
 AB0070'4 AND 48 AND 65.8 FEET SOUTH OF CENTER LINE OF CONCRETE
 AB0070'PAVEMENT OF STATE HIGHWAY 4.
 AB0070'
 AB0070'A 25 FOOT WOODEN TOWER WAS BUILT OVER CENTER MARK BY ASTRONOMIC
 AB0070'PARTY.
 AB0070
 AB0070                          STATION RECOVERY (1949)
 AB0070
 AB0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB0070'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD
 AB0070'CONDITION.  1939 AND 1942 DESCRIPTIONS ADEQUATE WITH MILEAGE
 AB0070'AS AMENDED IN 1942 AND 1945.
 AB0070
 AB0070                          STATION RECOVERY (1949)
 AB0070
 AB0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0070'RECOVERED IN GOOD CONDITION.
 AB0070
 AB0070                          STATION RECOVERY (1958)
 AB0070
 AB0070'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AB0070'STATION WAS RECOVERED AS DESCRIBED EXCEPT IT SHOULD READ
 AB0070'66 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 4.
 AB0070'
 AB0070'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE IN
 AB0070'A SMALL CLEARING.  IT IS 66 FEET SOUTH OF CENTERLINE OF
 AB0070'ROAD.  20 FEET WEST OF WEST TIP OF BUSH.  10 FEET EAST OF
 AB0070'EAST TIP OF SMALLBUSH.  55 FEET NORTH OF LONE TREE IN CLEARING.
 AB0070
 AB0070                          STATION RECOVERY (1968)
 AB0070
 AB0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB0070'STATION MARK AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AB0070'REFERENCE MARK 2 IS DESTROYED, AS IT WAS FOUND ON ITS SIDE.
 AB0070'THE MILEAGE GIVEN IN THE NOTE BY G.E.M., JR., IN 1949 WAS
 AB0070'FOUND TO BE ACCURATE.
 AB0070
 AB0070                          STATION RECOVERY (1970)
 AB0070
 AB0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (AH)
 AB0070'THE STATION WAS RECOVERED AS DESCRIBED BY C.J.B. IN 1942,
 AB0070'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 AB0070'CONDITION, REFERENCE MARK 1 WAS FOUND LEANING OVER AND WAS
 AB0070'STRAIGHTENED UP AT THIS TIME IT WAS RESTAMPED NO 3.  THE
 AB0070'AZIMUTH MARK WAS NOT RECOVERED.
 AB0070'
 AB0070'A COMPLETE NEW DESCRIPTION FOLLOS.
 AB0070'
 AB0070'THE STATION IS LOCATED ABOUT 15 MILES EAST OF BROWNSVILLE
 AB0070'AND 7 MILES WEST OF THE GULF OF MEXICO.
 AB0070'
 AB0070'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 4 AND 48
 AB0070'IN THE NORTHEAST SECTION OF BROWNSVILLE, GO EAST ON HIGHWAY
 AB0070'4 FOR 14.4 MILES TO THE STATION ON THE RIGHT.
 AB0070'
 AB0070'THE STATION MARKS ARE STANDARD DISKS STAMPED RANGE 1939.
 AB0070'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 AB0070'MONUMENT THAT PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.
 AB0070'IT IS 84 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE AND 66 FEET
 AB0070'SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 4.  THE UNDERGROUND
 AB0070'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 AB0070'42 INCHES BELOW THE GROUND SURFACE.
 AB0070'
 AB0070'REFERENCE MARK 2, IS A STANDARD DISK STAMPED RANGE NO 2
 AB0070'1939, IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 AB0070'MONUMENT THAT PROJECTS 8 INCHES.  IT IS 89 FEET NORTHWEST
 AB0070'OF A POWERLINEPOLE AND 38 FEET NORTH-NORTHWEST OF THE CENTERLINE
 AB0070'OF THE HIGHWAY.
 AB0070'
 AB0070'REFERENCE MARK 3, IS A STANDARD DISK STAMPED RANGE NO 3
 AB0070'1939 1970, IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 AB0070'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 AB0070'IT IS 43 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AB0070'
 AB0070'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AB0070
 AB0070                          STATION RECOVERY (1984)
 AB0070
 AB0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AB0070'MARK IS ON THE SOUTH TIGHT-OF-WAY LINE OF STATE HIGHWAY 4, 20.0
 AB0070'METERS SOUTH-SOUTHEAST OF THE HIGHWAY CENTER, 21.1 METERS WEST OF A
 AB0070'UTILITY POLE WITH WIRES ACROSS THE ROAD, AND 25.4 METERS
 AB0070'EAST-SOUTHEAST OF A UTILTIY POLE. MARK PROJECTS 30 CM. IT IS ACROSS
 AB0070'ROAD FROM A CLOSED-DOWN RV PARK.
 AB0070
 AB0070                          STATION RECOVERY (1987)
 AB0070
 AB0070'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0070'RECOVERED IN GOOD CONDITION.
 AB0070
 AB0070                          STATION RECOVERY (1988)
 AB0070
 AB0070'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0070'RECOVERED IN GOOD CONDITION.
 AB0070
 AB0070                          STATION RECOVERY (1991)
 AB0070
 AB0070'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0070'RECOVERED IN GOOD CONDITION.
 AB0070
 AB0070                          STATION RECOVERY (1991)
 AB0070
 AB0070'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0070'RECOVERED IN GOOD CONDITION.
 AB0070
 AB0070                          STATION RECOVERY (2005)
 AB0070
 AB0070'RECOVERY NOTE BY INT BDRY WTR COMM 2005 (RGF)
 AB0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0067 ***********************************************************************
 AB0067  DESIGNATION -  RANGE AZ MK
 AB0067  PID         -  AB0067
 AB0067  STATE/COUNTY-  TX/CAMERON
 AB0067  USGS QUAD   -  PALMITO HILL (1983)
 AB0067
 AB0067                         *CURRENT SURVEY CONTROL
 AB0067  ___________________________________________________________________
 AB0067* NAD 83(1986)-  25 57 48.     (N)    097 15 39.     (W)     SCALED    
 AB0067* NAVD 88     -         7.008  (meters)      22.99   (feet)  ADJUSTED  
 AB0067  ___________________________________________________________________
 AB0067  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 AB0067  DYNAMIC HT  -           6.997 (meters)      22.96  (feet)  COMP
 AB0067  MODELED GRAV-     979,056.3   (mgal)                       NAVD 88
 AB0067
 AB0067  VERT ORDER  -  SECOND    CLASS 0
 AB0067
 AB0067.The horizontal coordinates were scaled from a topographic map and have
 AB0067.an estimated accuracy of +/- 6 seconds.
 AB0067
 AB0067.The orthometric height was determined by differential leveling
 AB0067.and adjusted by the National Geodetic Survey in June 1991..
 AB0067
 AB0067.The geoid height was determined by GEOID03.
 AB0067
 AB0067.The dynamic height is computed by dividing the NAVD 88
 AB0067.geopotential number by the normal gravity value computed on the
 AB0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0067.degrees latitude (g = 980.6199 gals.).
 AB0067
 AB0067.The modeled gravity was interpolated from observed gravity values.
 AB0067
 AB0067;                    North         East    Units  Estimated Accuracy
 AB0067;SPC TX S     - 5,033,480.      424,110.      MT  (+/- 180 meters Scaled)
 AB0067
 AB0067                          SUPERSEDED SURVEY CONTROL
 AB0067
 AB0067  NGVD 29 (??/??/92)    7.105  (m)           23.31   (f) ADJ UNCH    2 0
 AB0067
 AB0067.Superseded values are not recommended for survey control.
 AB0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0067.See file dsdata.txt to determine how the superseded data were derived.
 AB0067
 AB0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP741727(NAD 83)
 AB0067_MARKER: DZ = AZIMUTH MARK DISK
 AB0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0067_SP_SET: CONCRETE
 AB0067_STAMPING: RANGE 1929
 AB0067_MARK LOGO: CGS   
 AB0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0067
 AB0067  HISTORY     - Date     Condition        Report By
 AB0067  HISTORY     - 1939     MONUMENTED       CGS
 AB0067  HISTORY     - 1942     GOOD             NGS
 AB0067  HISTORY     - 1949     GOOD             NGS
 AB0067  HISTORY     - 1984     GOOD             NGS
 AB0067  HISTORY     - 1987     GOOD             USPSQD
 AB0067  HISTORY     - 19910327 GOOD             USPSQD
 AB0067
 AB0067                          STATION DESCRIPTION
 AB0067
 AB0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0067'16.6 MI NE FROM BROWNSVILLE.
 AB0067'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0067'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0067'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLE GUARD, CONTINUE
 AB0067'ON STATE HIGHWAY NUMBER 4 AND GO 8.5 MILES TO THE EAST END OF A
 AB0067'REVERSE CURVE AND SITE OF BENCH MARK.  BENCH MARK IS 1.0 MILE WEST OF
 AB0067'TRIANGULATION STATION RANGE.  54 FEET NORTH OF AND ABOUT 1.5 FEET
 AB0067'ABOVE THE CENTERLINE OF THE HIGHWAY.  3.0 FEET EAST OF A 4 BY 4 INCH
 AB0067'WOODEN MARKER POST.  MONUMENT PROJECTS 1.0 FOOT.
 AB0067
 AB0067                          STATION RECOVERY (1949)
 AB0067
 AB0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0067'RECOVERED IN GOOD CONDITION.
 AB0067
 AB0067                          STATION RECOVERY (1984)
 AB0067
 AB0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AB0067'ABOUT IT IS 97 METERS EAST OF HIGH GROUND ALONG THE HIGHWAY, 16.0
 AB0067'METERS NORTH OF THE HIGHWAY CENTER, 8.4 METERS WEST OF A GUY POLE,
 AB0067'AND 52 METERS WEST OF A DIRT ROAD
 AB0067
 AB0067                          STATION RECOVERY (1987)
 AB0067
 AB0067'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0067'RECOVERED IN GOOD CONDITION.
 AB0067
 AB0067                          STATION RECOVERY (1991)
 AB0067
 AB0067'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3014 ***********************************************************************
 AW3014  DESIGNATION -  RANGE B EXT
 AW3014  PID         -  AW3014
 AW3014  STATE/COUNTY-  TX/HARRIS
 AW3014  USGS QUAD   -  MORGANS POINT (1993)
 AW3014
 AW3014                         *CURRENT SURVEY CONTROL
 AW3014  ___________________________________________________________________
 AW3014* NAD 83(1986)-  29 41 45.     (N)    094 59 28.     (W)     SCALED    
 AW3014* NAVD 88     -         2.23   (+/-2cm)       7.3    (feet)  VERTCON   
 AW3014  ___________________________________________________________________
 AW3014  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3014
 AW3014  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3014
 AW3014.The horizontal coordinates were scaled from a topographic map and have
 AW3014.an estimated accuracy of +/- 6 seconds.
 AW3014
 AW3014.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3014.The vertical order pertains to the NGVD 29 superseded value.
 AW3014
 AW3014.The geoid height was determined by GEOID03.
 AW3014
 AW3014;                    North         East    Units  Estimated Accuracy
 AW3014;SPC TXSC     - 4,213,060.      987,860.      MT  (+/- 180 meters Scaled)
 AW3014
 AW3014                          SUPERSEDED SURVEY CONTROL
 AW3014
 AW3014  NGVD 29 (??/??/92)    2.23   (m)            7.3    (f) COMPUTED    1 2
 AW3014
 AW3014.Superseded values are not recommended for survey control.
 AW3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3014.See file dsdata.txt to determine how the superseded data were derived.
 AW3014
 AW3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN073867(NAD 83)
 AW3014_MARKER: DS = TRIANGULATION STATION DISK
 AW3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3014_STAMPING: RANGE B EXT 1955
 AW3014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3014+STABILITY: SURFACE MOTION
 AW3014
 AW3014  HISTORY     - Date     Condition        Report By
 AW3014  HISTORY     - 1955     MONUMENTED       CGS
 AW3014  HISTORY     - 1964     GOOD             NGS
 AW3014  HISTORY     - 19971114 MARK NOT FOUND   USPSQD
 AW3014
 AW3014                          STATION DESCRIPTION
 AW3014
 AW3014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3014'1.2 MI NW FROM MORGAN POINT.
 AW3014'ABOUT 0.35 MILE NORTH ACROSS THE HOUSTON SHIP CHANNEL FROM THE HOUSTON
 AW3014'MARITIME REPORTING STATION AT MORGAN POINT, THENCE 0.85 MILE NORTHWEST
 AW3014'ALONG THE SOUTHWEST SHORE LINE OF HOG ISLAND, 193 FEET SOUTHEAST OF
 AW3014'THE SOUTHEAST LEG OF OIL DERRICK NUMBER 1, 105 FEET SOUTHWEST OF THE
 AW3014'MOST SOUTHERLY OF 5 TANKS, 83 1/2 FEET WEST OF A FENCE CORNER, 53 FEET
 AW3014'SOUTHWEST OF A FENCE AROUND THE TANKS, 66 FEET NORTHEAST OF THE HIGH
 AW3014'WATER LINE, 1.0 FOOT NORTHWEST OF A 4-INCH POST, AND SET IN THE TOP OF
 AW3014'A 6-INCH PIPE FILLED WITH CONCRETE AND PROJECTING 3 INCHES.
 AW3014
 AW3014                          STATION RECOVERY (1997)
 AW3014
 AW3014'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3026 ***********************************************************************
 AW3026  DESIGNATION -  RANGE E EXT
 AW3026  PID         -  AW3026
 AW3026  STATE/COUNTY-  TX/HARRIS
 AW3026  USGS QUAD   -  MORGANS POINT (1993)
 AW3026
 AW3026                         *CURRENT SURVEY CONTROL
 AW3026  ___________________________________________________________________
 AW3026* NAD 83(1986)-  29 41 58.     (N)    094 59 47.     (W)     SCALED    
 AW3026* NAVD 88     -         0.62   (+/-2cm)       2.0    (feet)  VERTCON   
 AW3026  ___________________________________________________________________
 AW3026  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3026
 AW3026  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3026
 AW3026.The horizontal coordinates were scaled from a topographic map and have
 AW3026.an estimated accuracy of +/- 6 seconds.
 AW3026
 AW3026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3026.The vertical order pertains to the NGVD 29 superseded value.
 AW3026
 AW3026.The geoid height was determined by GEOID03.
 AW3026
 AW3026;                    North         East    Units  Estimated Accuracy
 AW3026;SPC TXSC     - 4,213,450.      987,330.      MT  (+/- 180 meters Scaled)
 AW3026
 AW3026                          SUPERSEDED SURVEY CONTROL
 AW3026
 AW3026  NGVD 29 (??/??/92)    0.62   (m)            2.0    (f) COMPUTED    1 2
 AW3026
 AW3026.Superseded values are not recommended for survey control.
 AW3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3026.See file dsdata.txt to determine how the superseded data were derived.
 AW3026
 AW3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN068871(NAD 83)
 AW3026_MARKER: DS = TRIANGULATION STATION DISK
 AW3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3026_STAMPING: RANGE E EXT 1955
 AW3026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3026+STABILITY: SURFACE MOTION
 AW3026
 AW3026  HISTORY     - Date     Condition        Report By
 AW3026  HISTORY     - 1955     MONUMENTED       CGS
 AW3026  HISTORY     - 1964     GOOD             NGS
 AW3026  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW3026  HISTORY     - 19971030 MARK NOT FOUND   USPSQD
 AW3026
 AW3026                          STATION DESCRIPTION
 AW3026
 AW3026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3026'1.6 MI NW FROM MORGAN POINT.
 AW3026'ABOUT 0.35 MILE NORTH ACROSS THE HOUSTON SHIP CHANNEL FROM THE HOUSTON
 AW3026'MARITIME REPORTING STATION AT MORGAN POINT, THENCE 1.25 MILES
 AW3026'NORTHWEST ALONG THE NORTHEAST SHORE OF THE HOUSTON SHIP CHANNEL, ABOUT
 AW3026'0.1 MILE SOUTH OF A SMALL CHANNEL CUT THROUGH THE ISLAND BY A
 AW3026'HURRICANE, 95 1/2 FEET NORTH OF THE NORTHWEST LEG OF A SMALL METAL
 AW3026'TOWER, 47 FEET NORTHWEST OF A POWER POLE, 40 FEET NORTHEAST OF THE
 AW3026'CENTER LINE OF A SHELL ROAD, AND SET IN THE TOP OF A 6-INCH CONCRETE
 AW3026'PIPE FILLED WITH CONCRETE AND PROJECTING 8 INCHES.
 AW3026
 AW3026                          STATION RECOVERY (1996)
 AW3026
 AW3026'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3026'MARK NOT FOUND.
 AW3026
 AW3026                          STATION RECOVERY (1997)
 AW3026
 AW3026'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1739 ***********************************************************************
 AB1739  DESIGNATION -  RANGE GEE
 AB1739  PID         -  AB1739
 AB1739  STATE/COUNTY-  TX/CAMERON
 AB1739  USGS QUAD   -  PALMITO HILL (1983)
 AB1739
 AB1739                         *CURRENT SURVEY CONTROL
 AB1739  ___________________________________________________________________
 AB1739* NAD 83(1993)-  25 59 03.82607(N)    097 18 28.34208(W)     ADJUSTED  
 AB1739* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 AB1739  ___________________________________________________________________
 AB1739  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AB1739  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 AB1739
 AB1739  HORZ ORDER  -  SECOND
 AB1739
 AB1739.The horizontal coordinates were established by classical geodetic methods
 AB1739.and adjusted by the National Geodetic Survey in February 1996..
 AB1739
 AB1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1739
 AB1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1739
 AB1739.The geoid height was determined by GEOID03.
 AB1739
 AB1739;                    North         East     Units Scale Factor Converg.
 AB1739;SPC TX S     - 5,035,767.270   419,373.115   MT  1.00005091   +0 32 28.4
 AB1739;SPC TX S     -16,521,513.12  1,375,893.29   sFT  1.00005091   +0 32 28.4
 AB1739;UTM  14      - 2,875,051.860   669,381.787   MT  0.99995425   +0 44 29.6
 AB1739
 AB1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1739!SPC TX S     -   1.00000239  x   1.00005091  =   1.00005330
 AB1739!UTM  14      -   1.00000239  x   0.99995425  =   0.99995664
 AB1739
 AB1739|---------------------------------------------------------------------|
 AB1739| PID    Reference Object                     Distance      Geod. Az  |
 AB1739|                                                           dddmmss.s |
 AB1739| CS4327 RANGE GEE RM 1                        5.153 METERS 07915     |
 AB1739| CS4328 RANGE GEE RM 2                        5.422 METERS 16023     |
 AB1739|---------------------------------------------------------------------|
 AB1739
 AB1739                          SUPERSEDED SURVEY CONTROL
 AB1739
 AB1739  NAD 83(1986)-  25 59 03.82750(N)    097 18 28.29860(W) AD(       ) 2
 AB1739  NGVD 29 (06/28/90)    6.3    (m)           21.     (f) VERT ANG       
 AB1739
 AB1739.Superseded values are not recommended for survey control.
 AB1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1739.See file dsdata.txt to determine how the superseded data were derived.
 AB1739
 AB1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6938275052(NAD 83)
 AB1739_MARKER: DS = TRIANGULATION STATION DISK
 AB1739_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1739_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AB1739_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1739+STABILITY: SURFACE MOTION
 AB1739
 AB1739  HISTORY     - Date     Condition        Report By
 AB1739  HISTORY     - 1985     MONUMENTED       NGS
 AB1739  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 AB1739
 AB1739                          STATION DESCRIPTION
 AB1739
 AB1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1739'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 AB1739'NORTHEAST OF THE SOUTHWEST END OF THE BROWNSVILLE SHIP CHANNEL, 3.5
 AB1739'KM (2.2 MI) EAST-NORTHEAST OF THE ENTRANCE TO THE BROWNSVILLE
 AB1739'FISHING HARBOR, IN A LARGE SPOIL AREA AND ABOUT 150 METERS (492 FT)
 AB1739'SOUTHEAST OF THE SOUTH SHORE OF THE CHANNEL.
 AB1739'OWNERSHIP--BROWNSVILLE NAVIGATION DISTRICT, PORT OF BROWNSVILLE,
 AB1739'POST OFFICE BOX 3070, BROWNSVILLE TX 78523-3070, PHONE 512-831-4592.
 AB1739'
 AB1739'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 511
 AB1739'ABOUT 9.7 KM (6.0 MI) NORTHEAST FROM BROWNSVILLE, GO EAST-NORTHEAST
 AB1739'ON STATE HIGHWAY 4 FOR 12.6 KM (7.8 MI) TO CONCRETE WALL SECTIONS
 AB1739'ON EITHER SIDE OF HIGHWAY READING (WELCOME TO PALMITO HILL).
 AB1739'CONTINUE AHEAD FOR 2.1 KM (1.3 MI) TO A DIRT CROSSROAD. TURN LEFT,
 AB1739'NORTHERLY ON DIRT ROAD FOR 1.1 KM (0.7 MI) TO A FORK. KEEP RIGHT
 AB1739'FORK, MAIN ROAD FOR 3.9 KM (2.4 MI) TO ANOTHER FORK. KEEP RIGHT
 AB1739'FORK FOR 2.7 KM (1.7 MI) TO YET ANOTHER FORK. KEEP LEFT FORK FOR
 AB1739'0.1 KM (0.05 MI) TO A T-ROAD AT CHANNEL. TURN LEFT, UPHILL FOR 1.7
 AB1739'KM (1.05 MI) KEEPING CHANNEL ON RIGHT TO A FORK. KEEP RIGHT FORK,
 AB1739'MAIN ROAD FOR 5.3 KM (3.3 MI) PICKING UP AND FOLLOWING LEVEE ON
 AB1739'LEFT, DRIVING ON THE LEVEE THEN OFF THEN PICKING WAY DOWN CHANNEL
 AB1739'BANK TO A HIGH POINT WHERE LEVEE CAN BE CROSSED. TURN LEFT FOR 0.1
 AB1739'KM (0.05 MI) TO HIGHEST GROUND AND STATION.
 AB1739'
 AB1739'THE STATION IS A STANDARD NGS DISK
 AB1739'STAMPED---RANGE GEE 1985---,
 AB1739'BRAZED TO THE TOP OF A 5 CM IN DIAMETER STEEL PIPE WHICH
 AB1739'IS 1.2 METERS LONG AND IMBEDDED IN A MASS OF CONCRETE AND
 AB1739'PROJECTING 25 CM ABOVE GROUND. LOCATED
 AB1739'5.7 METERS (18.7 FT) NORTH-NORTHWEST FROM AN ORANGE WITNESS POST AT
 AB1739'RM 2,
 AB1739'5.5 METERS (18.0 FT) WEST-SOUTHWEST FROM AN ORANGE WITNESS POST AT
 AB1739'RM 1 AND
 AB1739'0.35 METER (1.15 FT) EAST-NORTHEAST FROM AN ORANGE WITNESS POST.
 AB1739'
 AB1739'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AB1739'STAMPED---RANGE GEE NO 1 1985---,
 AB1739'BRAZED TO THE TOP OF A 5 CM IN DIAMETER STEEL PIPE WHICH
 AB1739'IS 1.2 METERS LONG AND IMBEDDED IN A MASS OF CONCRETE AND
 AB1739'PROJECTING 20 CM ABOVE GROUND. LOCATED
 AB1739'5.6 METERS (18.3 FT) NORTH-NORTHEAST FROM AN ORANGE WITNESS POST AT
 AB1739'RM 2,
 AB1739'5.3 METERS (17.4 FT) EAST-NORTHEAST FROM AN ORANGE WITNESS POST AND
 AB1739'0.15 METER (0.5 FT) WEST-SOUTHWEST FROM AN ORANGE WITNESS POST.
 AB1739'MARK IS 0.1 METER BELOW THE STATION.
 AB1739'
 AB1739'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AB1739'STAMPED---RANGE GEE NO 2 1985---,
 AB1739'BRAZED TO THE TOP OF A 5 CM IN DIAMETER STEEL PIPE WHICH
 AB1739'IS 1.2 METERS LONG AND IMBEDDED IN A MASS OF CONCRETE AND
 AB1739'PROJECTING 20 CM ABOVE GROUND. LOCATED
 AB1739'5.7 METERS (18.6 FT) SOUTH-SOUTHEAST FROM AN ORANGE WITNESS POST,
 AB1739'5.4 METERS (17.8 FT) SOUTH-SOUTHWEST FROM AN ORANGE WITNESS POST AT
 AB1739'RM 1 AND
 AB1739'0.26 METER (0.85 FT) NORTH-NORTHWEST FROM AN ORANGE WITNESS POST.
 AB1739'MARK IS 0.1 METER BELOW THE STATION.
 AB1739'
 AB1739'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 AB1739'
 AB1739'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK. STATION
 AB1739'TRANCAS WILL SERVE AS THE AZIMUTH. SEE DESCRIPTION THEREOF.
 AB1739'
 AB1739'DESCRIBED BY D. L. MCFARLAND.
 AB1739
 AB1739                          STATION RECOVERY (1991)
 AB1739
 AB1739'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3523 ***********************************************************************
 AW3523  DESIGNATION -  RANGE R EXT
 AW3523  PID         -  AW3523
 AW3523  STATE/COUNTY-  TX/HARRIS
 AW3523  USGS QUAD   -  HIGHLANDS (1995)
 AW3523
 AW3523                         *CURRENT SURVEY CONTROL
 AW3523  ___________________________________________________________________
 AW3523* NAD 83(1986)-  29 45 16.     (N)    095 04 12.     (W)     SCALED    
 AW3523* NAVD 88     -         2.20   (+/-2cm)       7.2    (feet)  VERTCON   
 AW3523  ___________________________________________________________________
 AW3523  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3523
 AW3523  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3523
 AW3523.The horizontal coordinates were scaled from a topographic map and have
 AW3523.an estimated accuracy of +/- 6 seconds.
 AW3523
 AW3523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3523.The vertical order pertains to the NGVD 29 superseded value.
 AW3523
 AW3523.The geoid height was determined by GEOID03.
 AW3523
 AW3523;                    North         East    Units  Estimated Accuracy
 AW3523;SPC TXSC     - 4,219,300.      980,010.      MT  (+/- 180 meters Scaled)
 AW3523
 AW3523                          SUPERSEDED SURVEY CONTROL
 AW3523
 AW3523  NGVD 29 (??/??/92)    2.199  (m)            7.21   (f) ADJ UNCH    1 2
 AW3523
 AW3523.Superseded values are not recommended for survey control.
 AW3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3523.See file dsdata.txt to determine how the superseded data were derived.
 AW3523
 AW3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN998933(NAD 83)
 AW3523_MARKER: DS = TRIANGULATION STATION DISK
 AW3523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW3523_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW3523_STAMPING: RANGE R EXT. 1955
 AW3523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3523
 AW3523  HISTORY     - Date     Condition        Report By
 AW3523  HISTORY     - 1955     MONUMENTED       CGS
 AW3523  HISTORY     - 1959     GOOD             NGS
 AW3523  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3523
 AW3523                          STATION DESCRIPTION
 AW3523
 AW3523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3523'0.9 MI SE FROM LYNCHBURG.
 AW3523'ABOUT 0.9 MILE SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE FERRY
 AW3523'LANDING AT LYNCHBURG, BETWEEN TWO LIGHT BEACONS BOTH LETTERED Q, ON
 AW3523'THE TOP OF A SMALL SANDY KNOLL IN A CLUSTER OF CATCLAW BUSHES, 240
 AW3523'FEET SOUTH-SOUTHEAST OF THE MOST NORTHWESTERLY BEACON, 145 FEET
 AW3523'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 31 FEET SOUTHWEST OF THE
 AW3523'HIGH WATER LINE ON THE SOUTHWEST SHORE OF THE SHIP CHANNEL, 2 FEET
 AW3523'NORTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A 6-INCH CONCRETE
 AW3523'PIPE FILLED WITH CONCRETE PROJECTING 6 INCHES.  NOTE-- BELIEVED WASHED
 AW3523'OUT DURING HURRICANE.
 AW3523
 AW3523                          STATION RECOVERY (1964)
 AW3523
 AW3523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1740 ***********************************************************************
 AB1740  DESIGNATION -  RANGE REAR
 AB1740  PID         -  AB1740
 AB1740  STATE/COUNTY-  TX/CAMERON
 AB1740  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1740
 AB1740                         *CURRENT SURVEY CONTROL
 AB1740  ___________________________________________________________________
 AB1740* NAD 83(1993)-  25 56 20.94885(N)    097 26 10.28865(W)     ADJUSTED  
 AB1740* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 AB1740  ___________________________________________________________________
 AB1740  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 AB1740  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AB1740
 AB1740  HORZ ORDER  -  SECOND
 AB1740
 AB1740.The horizontal coordinates were established by classical geodetic methods
 AB1740.and adjusted by the National Geodetic Survey in February 1996..
 AB1740
 AB1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1740
 AB1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1740
 AB1740.The geoid height was determined by GEOID03.
 AB1740
 AB1740;                    North         East     Units Scale Factor Converg.
 AB1740;SPC TX S     - 5,030,639.884   406,566.579   MT  1.00006509   +0 28 58.7
 AB1740;SPC TX S     -16,504,691.02  1,333,877.18   sFT  1.00006509   +0 28 58.7
 AB1740;UTM  14      - 2,869,880.308   656,594.952   MT  0.99990279   +0 41 03.0
 AB1740
 AB1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1740!SPC TX S     -   1.00000271  x   1.00006509  =   1.00006780
 AB1740!UTM  14      -   1.00000271  x   0.99990279  =   0.99990550
 AB1740
 AB1740|---------------------------------------------------------------------|
 AB1740| PID    Reference Object                     Distance      Geod. Az  |
 AB1740|                                                           dddmmss.s |
 AB1740| CS4329 RANGE REAR RM 1                      26.249 METERS 04442     |
 AB1740| CS4330 RANGE REAR RM 2                      26.472 METERS 13721     |
 AB1740|---------------------------------------------------------------------|
 AB1740
 AB1740                          SUPERSEDED SURVEY CONTROL
 AB1740
 AB1740  NAD 83(1986)-  25 56 20.96041(N)    097 26 10.24570(W) AD(       ) 2
 AB1740  NGVD 29 (06/28/90)    4.5    (m)           15.     (f) VERT ANG       
 AB1740
 AB1740.Superseded values are not recommended for survey control.
 AB1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1740.See file dsdata.txt to determine how the superseded data were derived.
 AB1740
 AB1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5659569880(NAD 83)
 AB1740_MARKER: DH = HORIZONTAL CONTROL DISK
 AB1740_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB1740_SP_SET: CONCRETE SLAB
 AB1740_STAMPING: RANGE REAR 1985
 AB1740_MARK LOGO: NGS   
 AB1740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1740
 AB1740  HISTORY     - Date     Condition        Report By
 AB1740  HISTORY     - 1985     MONUMENTED       NGS
 AB1740  HISTORY     - 1985     GOOD             NGS
 AB1740  HISTORY     - 19900223 MARK NOT FOUND   USCG
 AB1740  HISTORY     - 19930226 GOOD             USPSQD
 AB1740
 AB1740                          STATION DESCRIPTION
 AB1740
 AB1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1740'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 AB1740'SOUTHWEST OF THE SOUTHWEST END OF THE BROWNSVILLE SHIP CHANNEL, 3.2
 AB1740'KM (2.0 MI) NORTH OF THE CONTROL TOWER AT THE RIO GRANDE VALLEY
 AB1740'INTERNATIONAL AIRPORT AND 3.7 KM (2.3 MI) NORTHEAST OF THE JUNCTION
 AB1740'OF STATE HIGHWAYS 4 AND 48 IN BROWNSVILLE.
 AB1740'OWNERSHIP--U S COAST GUARD, BROWNSVILLE NAVIGATION DISTRICT, PORT
 AB1740'OF BROWNSVILLE, POST OFFICE BOX 3070, BROWNSVILLE TX 78523, PHONE
 AB1740'512-831-4592.
 AB1740'
 AB1740'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 AND FARM
 AB1740'ROAD 511 AT PORT BROWNSVILLE, GO SOUTHWEST ON HIGHWAY 48 FOR 1.6 KM
 AB1740'(1.0 MI) TO A CROSSROAD (FARM ROAD 802). CONTINUE AHEAD FOR 1.0 KM
 AB1740'(0.6 MI) TO COFFEE PORT ROAD ON THE LEFT AND THE STATION ON THE
 AB1740'RIGHT UNDER THE NAVIGATION AID TOWER.
 AB1740'
 AB1740'THE STATION IS A STANDARD NGS DISK
 AB1740'STAMPED---RANGE REAR 1985---,
 AB1740'SET INTO A DRILL HOLE IN A CONCRETE SLAB. LOCATED
 AB1740'51.82 METERS (170.0 FT) NORTHWEST FROM THE CENTERLINE OF HIGHWAY 48,
 AB1740'2.74 METERS (9.0 FT) WEST-NORTHWEST FROM THE SOUTHEAST LEG OF THE
 AB1740'TOWER AND
 AB1740'2.43 METERS (8.0 FT) SOUTH FROM THE NORTH LEG OF THE TOWER.
 AB1740'
 AB1740'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AB1740'STAMPED---RANGE REAR NO 1 1985---,
 AB1740'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1740'32 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 AB1740'54.25 METERS (178.0 FT) NORTHWEST FROM THE CENTERLINE OF HIGHWAY 48
 AB1740'AND
 AB1740'25.30 METERS (83.0 FT) NORTH-NORTHEAST FROM THE SOUTHEAST LEG OF
 AB1740'THE TOWER.
 AB1740'MARK IS LEVEL WITH THE STATION.
 AB1740'
 AB1740'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AB1740'STAMPED---RANGE REAR NO 2 1985---,
 AB1740'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1740'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1740'25.60 METERS (84.0 FT) NORTHWEST FROM THE CENTERLINE OF HIGHWAY 48,
 AB1740'23.77 METERS (78.0 FT) SOUTHEAST FROM THE SOUTHEAST LEG OF THE
 AB1740'TOWER AND
 AB1740'20.42 METERS (67.0 FT) WEST FROM A UTILITY POLE.
 AB1740'MARK IS LEVEL WITH THE STATION.
 AB1740'
 AB1740'HEIGHT OF LIGHT SHOWN WAS 27.3 METERS ABOVE THE MARK.
 AB1740'
 AB1740'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AN AZIMUTH MARK.
 AB1740'
 AB1740'DESCRIBED BY D. L. MCFARLAND.
 AB1740
 AB1740                          STATION RECOVERY (1985)
 AB1740
 AB1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AB1740'RECOVERED IN GOOD CONDITION.
 AB1740
 AB1740                          STATION RECOVERY (1990)
 AB1740
 AB1740'RECOVERY NOTE BY US COAST GUARD 1990
 AB1740'MARK NOT FOUND.
 AB1740
 AB1740                          STATION RECOVERY (1993)
 AB1740
 AB1740'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1740'RECOVERED AS DESCRIBED.  MARK NO.  1 NOT FOUND MARK NO.  2 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0071 ***********************************************************************
 AB0071  DESIGNATION -  RANGE RM 1
 AB0071  PID         -  AB0071
 AB0071  STATE/COUNTY-  TX/CAMERON
 AB0071  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0071
 AB0071                         *CURRENT SURVEY CONTROL
 AB0071  ___________________________________________________________________
 AB0071* NAD 83(1986)-  25 57 50.     (N)    097 14 39.     (W)     SCALED    
 AB0071* NAVD 88     -         7.634  (meters)      25.05   (feet)  ADJUSTED  
 AB0071  ___________________________________________________________________
 AB0071  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 AB0071  DYNAMIC HT  -           7.621 (meters)      25.00  (feet)  COMP
 AB0071  MODELED GRAV-     979,057.8   (mgal)                       NAVD 88
 AB0071
 AB0071  VERT ORDER  -  SECOND    CLASS 0
 AB0071
 AB0071.The horizontal coordinates were scaled from a topographic map and have
 AB0071.an estimated accuracy of +/- 6 seconds.
 AB0071
 AB0071.The orthometric height was determined by differential leveling
 AB0071.and adjusted by the National Geodetic Survey in June 1991..
 AB0071
 AB0071.The geoid height was determined by GEOID03.
 AB0071
 AB0071.The dynamic height is computed by dividing the NAVD 88
 AB0071.geopotential number by the normal gravity value computed on the
 AB0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0071.degrees latitude (g = 980.6199 gals.).
 AB0071
 AB0071.The modeled gravity was interpolated from observed gravity values.
 AB0071
 AB0071;                    North         East    Units  Estimated Accuracy
 AB0071;SPC TX S     - 5,033,560.      425,780.      MT  (+/- 180 meters Scaled)
 AB0071
 AB0071                          SUPERSEDED SURVEY CONTROL
 AB0071
 AB0071  NGVD 29 (??/??/92)    7.731  (m)           25.36   (f) ADJ UNCH    2 0
 AB0071
 AB0071.Superseded values are not recommended for survey control.
 AB0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0071.See file dsdata.txt to determine how the superseded data were derived.
 AB0071
 AB0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP757728(NAD 83)
 AB0071_MARKER: DR = REFERENCE MARK DISK
 AB0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0071_STAMPING: RANGE NO. 1 1939
 AB0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0071+STABILITY: SURFACE MOTION
 AB0071
 AB0071  HISTORY     - Date     Condition        Report By
 AB0071  HISTORY     - 1939     MONUMENTED       CGS
 AB0071  HISTORY     - 1942     GOOD             NGS
 AB0071  HISTORY     - 1949     GOOD             NGS
 AB0071  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0071
 AB0071                          STATION DESCRIPTION
 AB0071
 AB0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0071'17.6 MI NE FROM BROWNSVILLE.
 AB0071'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0071'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0071'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLEGUARD, CONTINUE
 AB0071'ON STATE HIGHWAY NUMBER 4 AND GO 9.5 MILES TO SITE OF BENCH MARK.
 AB0071'BENCH MARK IS ABOUT 164 FEET EAST OF REFERENCE MARK NUMBER 2.  127
 AB0071'FEET NORTH OF TRIANGULATION STATION RANGE.  AND 42 FEET NORTH OF THE
 AB0071'CENTERLINE OF THE HIGHWAY.
 AB0071
 AB0071                          STATION RECOVERY (1949)
 AB0071
 AB0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0071'RECOVERED IN GOOD CONDITION.
 AB0071
 AB0071                          STATION RECOVERY (1987)
 AB0071
 AB0071'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0072 ***********************************************************************
 AB0072  DESIGNATION -  RANGE RM 2
 AB0072  PID         -  AB0072
 AB0072  STATE/COUNTY-  TX/CAMERON
 AB0072  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0072
 AB0072                         *CURRENT SURVEY CONTROL
 AB0072  ___________________________________________________________________
 AB0072* NAD 83(1986)-  25 57 50.     (N)    097 14 39.     (W)     SCALED    
 AB0072* NAVD 88     -         7.925  (meters)      26.00   (feet)  ADJUSTED  
 AB0072  ___________________________________________________________________
 AB0072  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 AB0072  DYNAMIC HT  -           7.912 (meters)      25.96  (feet)  COMP
 AB0072  MODELED GRAV-     979,057.8   (mgal)                       NAVD 88
 AB0072
 AB0072  VERT ORDER  -  SECOND    CLASS 0
 AB0072
 AB0072.The horizontal coordinates were scaled from a topographic map and have
 AB0072.an estimated accuracy of +/- 6 seconds.
 AB0072
 AB0072.The orthometric height was determined by differential leveling
 AB0072.and adjusted by the National Geodetic Survey in June 1991..
 AB0072
 AB0072.The geoid height was determined by GEOID03.
 AB0072
 AB0072.The dynamic height is computed by dividing the NAVD 88
 AB0072.geopotential number by the normal gravity value computed on the
 AB0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0072.degrees latitude (g = 980.6199 gals.).
 AB0072
 AB0072.The modeled gravity was interpolated from observed gravity values.
 AB0072
 AB0072;                    North         East    Units  Estimated Accuracy
 AB0072;SPC TX S     - 5,033,560.      425,780.      MT  (+/- 180 meters Scaled)
 AB0072
 AB0072                          SUPERSEDED SURVEY CONTROL
 AB0072
 AB0072  NGVD 29 (??/??/92)    8.022  (m)           26.32   (f) ADJ UNCH    2 0
 AB0072
 AB0072.Superseded values are not recommended for survey control.
 AB0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0072.See file dsdata.txt to determine how the superseded data were derived.
 AB0072
 AB0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP757728(NAD 83)
 AB0072_MARKER: DR = REFERENCE MARK DISK
 AB0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0072_STAMPING: RANGE NO. 2 1939
 AB0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0072+STABILITY: SURFACE MOTION
 AB0072
 AB0072  HISTORY     - Date     Condition        Report By
 AB0072  HISTORY     - 1939     MONUMENTED       CGS
 AB0072  HISTORY     - 1942     GOOD             NGS
 AB0072  HISTORY     - 1949     GOOD             NGS
 AB0072  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0072
 AB0072                          STATION DESCRIPTION
 AB0072
 AB0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0072'17.6 MI NE FROM BROWNSVILLE.
 AB0072'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0072'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0072'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLEGUARD, CONTINUE
 AB0072'ON STATE HIGHWAY NUMBER 4 AND GO 9.5 MILES TO SITE OF BENCH MARK.
 AB0072'BENCH MARK IS ABOUT MIDWAY BETWEEN TWO CURVES ABOUT 0.8 MILE APART.
 AB0072'164 FEET WEST OF REFERENCE MARK NUMBER ONE.  135 FEET NORTHWEST OF
 AB0072'TRIANGULATION STATION RANGE.  38 FEET NORTH OF AND ABOUT THE SAME
 AB0072'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AB0072
 AB0072                          STATION RECOVERY (1949)
 AB0072
 AB0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0072'RECOVERED IN GOOD CONDITION.
 AB0072
 AB0072                          STATION RECOVERY (1987)
 AB0072
 AB0072'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2006 ***********************************************************************
 AW2006  DESIGNATION -  RANGE T EXT
 AW2006  PID         -  AW2006
 AW2006  STATE/COUNTY-  TX/HARRIS
 AW2006  USGS QUAD   -  HIGHLANDS (1995)
 AW2006
 AW2006                         *CURRENT SURVEY CONTROL
 AW2006  ___________________________________________________________________
 AW2006* NAD 83(1986)-  29 45 57.     (N)    095 04 10.     (W)     SCALED    
 AW2006* NAVD 88     -         3.07   (+/-2cm)      10.1    (feet)  VERTCON   
 AW2006  ___________________________________________________________________
 AW2006  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW2006
 AW2006  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2006
 AW2006.The horizontal coordinates were scaled from a topographic map and have
 AW2006.an estimated accuracy of +/- 6 seconds.
 AW2006
 AW2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2006.The vertical order pertains to the NGVD 29 superseded value.
 AW2006
 AW2006.The geoid height was determined by GEOID03.
 AW2006
 AW2006;                    North         East    Units  Estimated Accuracy
 AW2006;SPC TXSC     - 4,220,560.      980,020.      MT  (+/- 180 meters Scaled)
 AW2006
 AW2006                          SUPERSEDED SURVEY CONTROL
 AW2006
 AW2006  NGVD 29 (??/??/92)    3.064  (m)           10.05   (f) ADJ UNCH    1 2
 AW2006
 AW2006.Superseded values are not recommended for survey control.
 AW2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2006.See file dsdata.txt to determine how the superseded data were derived.
 AW2006
 AW2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN999946(NAD 83)
 AW2006_MARKER: DS = TRIANGULATION STATION DISK
 AW2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2006_STAMPING: RANGE T EXT 1955
 AW2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2006+STABILITY: SURFACE MOTION
 AW2006
 AW2006  HISTORY     - Date     Condition        Report By
 AW2006  HISTORY     - 1955     MONUMENTED       CGS
 AW2006  HISTORY     - 1963     GOOD             NGS
 AW2006  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2006  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW2006
 AW2006                          STATION DESCRIPTION
 AW2006
 AW2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW2006'0.65 MI NE FROM LNCHBURG.
 AW2006'ABOUT 0.55 MILE NORTHEAST ALONG THE CROSBY-LYNCHBURG ROAD FROM THE
 AW2006'NORTH FERRY LANDING AT LYNCHBURG, THENCE 0.1 MILE SOUTH THROUGH A YARD
 AW2006'ON PROPERTY BELONGING TO E.F. MORRIS, ON THE NORTH BANK OF THE HOUSTON
 AW2006'SHIP CHANNEL, ABOUT 144 YARDS SOUTH OF THE SOUTHEAST CORNER OF A
 AW2006'HOUSE, ABOUT 113 YARDS SOUTH OF A LONE 36-INCH SYCAMORE TREE, ABOUT 90
 AW2006'YARDS SOUTH OF A METAL MESH FENCE, 141 FEET SOUTH OF A SMALL CATTLE
 AW2006'SHED, 91 FEET NORTH OF THE HIGH WATER LINE FOR THE SHIP CHANNEL, 24
 AW2006'FEET WEST OF A METAL MESH FENCE, AND SET IN THE TOP OF A CONCRETE POST
 AW2006'PROJECTING 1 INCH.
 AW2006
 AW2006                          STATION RECOVERY (1978)
 AW2006
 AW2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2006'NOT RECOVERED.  NOTE=MARK IS NOW UNDERWATER.
 AW2006
 AW2006                          STATION RECOVERY (1996)
 AW2006
 AW2006'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1074 ***********************************************************************
 CT1074  DESIGNATION -  RANGER
 CT1074  PID         -  CT1074
 CT1074  STATE/COUNTY-  TX/COLEMAN
 CT1074  USGS QUAD   -  CROOKED CREEK (1987)
 CT1074
 CT1074                         *CURRENT SURVEY CONTROL
 CT1074  ___________________________________________________________________
 CT1074* NAD 83(1993)-  32 03 22.03814(N)    099 24 19.39576(W)     ADJUSTED  
 CT1074* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 CT1074  ___________________________________________________________________
 CT1074  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CT1074  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CT1074
 CT1074  HORZ ORDER  -  FIRST
 CT1074
 CT1074.The horizontal coordinates were established by classical geodetic methods
 CT1074.and adjusted by the National Geodetic Survey in February 1996..
 CT1074
 CT1074.The orthometric height was scaled from a topographic map.
 CT1074
 CT1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1074
 CT1074.The geoid height was determined by GEOID03.
 CT1074
 CT1074;                    North         East     Units Scale Factor Converg.
 CT1074;SPC TX C     - 3,265,266.148   787,634.497   MT  1.00005099   +0 28 40.6
 CT1074;SPC TX C     -10,712,794.02  2,584,097.51   sFT  1.00005099   +0 28 40.6
 CT1074;SPC TXNC     - 2,043,556.740   514,498.377   MT  1.00002228   -0 29 37.7
 CT1074;SPC TXNC     - 6,704,569.07  1,687,983.43   sFT  1.00002228   -0 29 37.7
 CT1074;UTM  14      - 3,546,728.242   461,732.165   MT  0.99961806   -0 12 54.6
 CT1074
 CT1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1074!SPC TX C     -   0.99991702  x   1.00005099  =   0.99996800
 CT1074!SPC TXNC     -   0.99991702  x   1.00002228  =   0.99993929
 CT1074!UTM  14      -   0.99991702  x   0.99961806  =   0.99953511
 CT1074
 CT1074:                Primary Azimuth Mark                     Grid Az
 CT1074:SPC TX C     -  RANGER AZ MK                             165 23 16.2
 CT1074:SPC TXNC     -  RANGER AZ MK                             166 21 34.5
 CT1074:UTM  14      -  RANGER AZ MK                             166 04 51.4
 CT1074
 CT1074|---------------------------------------------------------------------|
 CT1074| PID    Reference Object                     Distance      Geod. Az  |
 CT1074|                                                           dddmmss.s |
 CT1074| CX8029 RANGER AZ MK                                       1655156.8 |
 CT1074| CX8030 RANGER RM 1                          23.959 METERS 17403     |
 CT1074| CX8031 RANGER RM 2                          20.630 METERS 26157     |
 CT1074| CX8032 RANGER RM 3                          26.742 METERS 33923     |
 CT1074|---------------------------------------------------------------------|
 CT1074
 CT1074                          SUPERSEDED SURVEY CONTROL
 CT1074
 CT1074  NAD 83(1986)-  32 03 22.04561(N)    099 24 19.38288(W) AD(       ) 1
 CT1074  NAD 27      -  32 03 21.55200(N)    099 24 18.13700(W) AD(       ) 1
 CT1074
 CT1074.Superseded values are not recommended for survey control.
 CT1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1074.See file dsdata.txt to determine how the superseded data were derived.
 CT1074
 CT1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA6173246728(NAD 83)
 CT1074_MARKER: DS = TRIANGULATION STATION DISK
 CT1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1074_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1074
 CT1074  HISTORY     - Date     Condition        Report By
 CT1074  HISTORY     - 1935     MONUMENTED       CGS
 CT1074  HISTORY     - 1961     GOOD             CGS
 CT1074
 CT1074                          STATION DESCRIPTION
 CT1074
 CT1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1074'STATION IS LOCATED ON EASTERN EDGE OF A RIDGE ON RANCH LAND
 CT1074'NEAR A N AND S FENCE, ABOUT 2.0 MILES E OF ROAD, 14.5 MILES
 CT1074'N AND 2.25 MILES E OF TOWN OF COLEMAN, AND 9.0 MILES W AND 3.0
 CT1074'MILES N OF TOWN OF BURKETT.
 CT1074'
 CT1074'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CT1074'DISKS SET IN CONCRETE.
 CT1074'
 CT1074'REFERENCE MARK NO. 1 IS S OF STATION, 1.0 FOOT W OF N AND S
 CT1074'FENCE LINE.
 CT1074'
 CT1074'REFERENCE MARK NO. 2 IS W OF STATION.
 CT1074'
 CT1074'REFERENCE MARK NO. 3 IS NW OF STATION.
 CT1074'
 CT1074'REACHED FROM COURTHOUSE IN COLEMAN, BY GOING W AND N ON STATE
 CT1074'HIGHWAY 7, 1.15 MILES, KEEP STRAIGHT AHEAD (N) ON WIDE GRAVEL
 CT1074'ROAD WHERE HIGHWAY TURNS LEFT FOR 13.8 MILES, OR 4.1 MILES
 CT1074'BEYOND CREEK CROSSING AT CONCRETE DIP, OR 3.35 MILES PAST
 CT1074'WHITE SCHOOLHOUSE ON RIGHT AND CORRUGATED IRON BUILDING ON LEFT
 CT1074'TO A GATE IN FENCE AHEAD WHERE ROAD TURNS LEFT BEFORE REACHING
 CT1074'HOUSE ON LEFT.  DRIVE THROUGH GATE, TURN RIGHT AND GO EASTWARD
 CT1074'ACROSS RANCH 2.0 MILES TO N AND S FENCE, FOLLOW THIS FENCE
 CT1074'N A LITTLE WAYS TO HIGHER GROUND AND STATION 10 FEET W OF IT.
 CT1074'
 CT1074'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CT1074
 CT1074                          STATION RECOVERY (1961)
 CT1074
 CT1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1074'STATION MARK AND ALL THE REFERENCE MARKS WERE RECOVERED AND
 CT1074'FOUND IN GOOD CONDITION.  THE DIRECTION TO THE REFERENCE MARKS
 CT1074'WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 3 WAS
 CT1074'VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND
 CT1074'TO BE .05 FOOT SHORTER THAN THE PREVIOUS MEASUREMENT.  THE
 CT1074'DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE .06 FOOT
 CT1074'SHORTER THAN THE PREVIOUS MEASUREMENT.  THE UNDERGROUND MARK WAS
 CT1074'NOT CHECKED.  AN AZIMUTH MARK WAS SET BY THIS PARTY.
 CT1074'
 CT1074'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 CT1074'
 CT1074'THE STATION IS APPROXIMATELY 11 MILES SOUTHEAST OF OPLIN, 10
 CT1074'3/4 MILES SOUTHWEST OF ROWDEN, IN PASTURE LAND AT THE WEST
 CT1074'EDGE OF A CULTIVATED FIELD, ON PROPERTY OWNED BY MR. Z. HEMPHILL.
 CT1074'
 CT1074'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283
 CT1074'AND STATE HIGHWAY 36, ABOUT 12 MILES SOUTH OF BAIRD, GO SOUTH
 CT1074'ON HIGHWAY 283 FOR 7.95 MILES TO A GRAVEL CROSSROAD.  CONTINUE
 CT1074'SOUTH ON HIGHWAY 283 FOR 3.8 MILES TO A SIDE ROAD LEFT AND
 CT1074'SIGN KNOX RANCH ON LEFT.  TURN LEFT, EAST, CROSSING A BRICK
 CT1074'BRIDGE AND GO 0.6 MILE TO A DOUBLE GATE ON THE LEFT.  (CONTINUE
 CT1074'EAST 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN LEFT,
 CT1074'PASS THROUGH THE EAST GATE, THEN TURN RIGHT ON TRACK ROAD FOR
 CT1074'0.2 MILE TO A DIM FORK.  BEAR LEFT, NORTH, ON DIM TRACK ROAD
 CT1074'FOR 0.2 MILE.  TURN RIGHT, LEAVE ROAD AND GO EAST 0.05 MILE
 CT1074'TO A FENCE AND THE STATION.
 CT1074'
 CT1074'STATION MARK, A STANDARD DISK STAMPED RANGER 1935, IS SET
 CT1074'IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 CT1074'OF THE GROUND.  IT IS 12.5 FEET WEST OF THE FENCE AND 12.5
 CT1074'FEET WEST OF A METAL WITNESS POST.
 CT1074'
 CT1074'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RANGER NO 1 1935,
 CT1074'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 CT1074'IT IS 3 FEET WEST OF THE FENCE.
 CT1074'
 CT1074'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RANGER NO 2 1935,
 CT1074'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 CT1074'IT IS 80 FEET WEST OF THE FENCE.
 CT1074'
 CT1074'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RANGER NO 3 1935,
 CT1074'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 CT1074'IT IS 39 FEET WEST OF THE FENCE.
 CT1074'
 CT1074'AZIMUTH MARK, A STANDARD DISK STAMPED RANGER 1935, IS SET
 CT1074'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 25
 CT1074'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 3 FEET WEST
 CT1074'OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 CT1074'
 CT1074'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3510 ***********************************************************************
 AW3510  DESIGNATION -  RANGES EXT Q L
 AW3510  PID         -  AW3510
 AW3510  STATE/COUNTY-  TX/HARRIS
 AW3510  USGS QUAD   -  LA PORTE (1982)
 AW3510
 AW3510                         *CURRENT SURVEY CONTROL
 AW3510  ___________________________________________________________________
 AW3510* NAD 83(1986)-  29 43 53.     (N)    095 03 09.     (W)     SCALED    
 AW3510* NAVD 88     -         1.20   (+/-2cm)       3.9    (feet)  VERTCON   
 AW3510  ___________________________________________________________________
 AW3510  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3510
 AW3510  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3510
 AW3510.The horizontal coordinates were scaled from a topographic map and have
 AW3510.an estimated accuracy of +/- 6 seconds.
 AW3510
 AW3510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3510.The vertical order pertains to the NGVD 29 superseded value.
 AW3510
 AW3510.The geoid height was determined by GEOID03.
 AW3510
 AW3510;                    North         East    Units  Estimated Accuracy
 AW3510;SPC TXSC     - 4,216,800.      981,790.      MT  (+/- 180 meters Scaled)
 AW3510
 AW3510                          SUPERSEDED SURVEY CONTROL
 AW3510
 AW3510  NGVD 29 (??/??/92)    1.193  (m)            3.91   (f) ADJ UNCH    1 2
 AW3510
 AW3510.Superseded values are not recommended for survey control.
 AW3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3510.See file dsdata.txt to determine how the superseded data were derived.
 AW3510
 AW3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN014907(NAD 83)
 AW3510_MARKER: DS = TRIANGULATION STATION DISK
 AW3510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3510_SP_SET: TILE
 AW3510_STAMPING: RANGES EXT. Q L 1955
 AW3510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3510
 AW3510  HISTORY     - Date     Condition        Report By
 AW3510  HISTORY     - 1955     MONUMENTED       CGS
 AW3510  HISTORY     - 1964     GOOD             NGS
 AW3510
 AW3510                          STATION DESCRIPTION
 AW3510
 AW3510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3510'2.8 MI SE FROM LYNCHBURG.
 AW3510'ABOUT 2.8 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3510'SOUTH FERRY LANDING AT LYNCHBURG, ABOUT 0.25 MILE NORTHWEST ACROSS A
 AW3510'NARROW CHANNEL FROM BENCH MARK F 1148 1959 WHICH IS ON THE NORTHWEST
 AW3510'END OF ALEXANDER ISLAND, 79 YARDS SOUTHWEST OF THE HIGH WATER LINE OF
 AW3510'THE SHIP CHANNEL, 81 YARDS SOUTHEAST OF THE SOUTHEAST LEG OF RANGE
 AW3510'LIGHT K AND T, 137 FEET NORTHWEST OF THE HIGH WATER LINE OF A CHANNEL
 AW3510'INTO HOUSTON LIGHTING AND POWER COMPANY, ABUT 122 YARDS SOUTHEAST OF
 AW3510'THE CENTER LINE OF A CLAY ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS
 AW3510'POST, AND SET IN THE TOP OF A 6 INCH CONCRETE TILE FILLED WITH
 AW3510'CONCRETE AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0982 ***********************************************************************
 CB0982  DESIGNATION -  RANKIN
 CB0982  PID         -  CB0982
 CB0982  STATE/COUNTY-  TX/UPTON
 CB0982  USGS QUAD   -  RANKIN (1970)
 CB0982
 CB0982                         *CURRENT SURVEY CONTROL
 CB0982  ___________________________________________________________________
 CB0982* NAD 83(1993)-  31 13 45.03250(N)    101 56 34.94667(W)     ADJUSTED  
 CB0982* NAVD 88     -       793.4    (meters)    2603.     (feet)  VERTCON   
 CB0982  ___________________________________________________________________
 CB0982  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CB0982  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CB0982
 CB0982  HORZ ORDER  -  THIRD
 CB0982
 CB0982.The horizontal coordinates were established by classical geodetic methods
 CB0982.and adjusted by the National Geodetic Survey in February 1996..
 CB0982
 CB0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0982
 CB0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0982
 CB0982.The geoid height was determined by GEOID03.
 CB0982
 CB0982;                    North         East     Units Scale Factor Converg.
 CB0982;SPC TX C     - 3,174,322.182   546,657.250   MT  0.99988961   -0 49 44.7
 CB0982;SPC TX C     -10,414,422.03  1,793,491.33   sFT  0.99988961   -0 49 44.7
 CB0982;UTM  14      - 3,458,735.799   219,656.242   MT  1.00056953   -1 31 36.7
 CB0982;UTM  13      - 3,459,030.781   791,199.943   MT  1.00064608   +1 35 09.7
 CB0982
 CB0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0982!SPC TX C     -   0.99987919  x   0.99988961  =   0.99976882
 CB0982!UTM  14      -   0.99987919  x   1.00056953  =   1.00044865
 CB0982!UTM  13      -   0.99987919  x   1.00064608  =   1.00052520
 CB0982
 CB0982|---------------------------------------------------------------------|
 CB0982| PID    Reference Object                     Distance      Geod. Az  |
 CB0982|                                                           dddmmss.s |
 CB0982| CB0421 RANKIN MAGNETIC STA RESET           226.927 METERS 04702     |
 CB0982| CI0273 RANKIN AZ MK                                       1221440.1 |
 CB0982| CI0274 RANKIN RM 2                          16.752 METERS 24316     |
 CB0982|---------------------------------------------------------------------|
 CB0982
 CB0982                          SUPERSEDED SURVEY CONTROL
 CB0982
 CB0982  NAD 83(1986)-  31 13 45.04182(N)    101 56 34.93683(W) AD(       ) 3
 CB0982  NAD 27      -  31 13 44.51600(N)    101 56 33.45900(W) AD(       ) 3
 CB0982  NGVD 29 (07/19/86)  793.1    (m)         2602.     (f) VERT ANG       
 CB0982
 CB0982.Superseded values are not recommended for survey control.
 CB0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0982.See file dsdata.txt to determine how the superseded data were derived.
 CB0982
 CB0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1965658736(NAD 83)
 CB0982_MARKER: DS = TRIANGULATION STATION DISK
 CB0982_SETTING: 66 = SET IN ROCK OUTCROP
 CB0982
 CB0982  HISTORY     - Date     Condition        Report By
 CB0982  HISTORY     - 1935     MONUMENTED       CGS
 CB0982  HISTORY     - 1938     GOOD             TXHD
 CB0982  HISTORY     - 1943     GOOD             LOCSUR
 CB0982  HISTORY     - 1946     GOOD             LOCSUR
 CB0982  HISTORY     - 1948     GOOD             CGS
 CB0982  HISTORY     - 1950     GOOD             CGS
 CB0982  HISTORY     - 1970     GOOD             NGS
 CB0982  HISTORY     - 1970     GOOD             USGS
 CB0982  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0982
 CB0982                          STATION DESCRIPTION
 CB0982
 CB0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CB0982'THIS STATION IS AT THE S END OF A LOW, ROCKY RIDGE, RUNNING
 CB0982'N AND S.  IT IS 0.2 MILE NW OF THE RANKIN HIGH SCHOOL AND
 CB0982'0.1 MILE W OF A GRADED, (MIDLAND-RANKIN), ROAD.
 CB0982'
 CB0982'STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARKS ARE STANDARD
 CB0982'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CB0982'
 CB0982'REFERENCE MARK NO. 1 IS STATION RANKIN MAGNETIC, WHICH WAS
 CB0982'REBUILT AT THIS TIME.  IT IS A STANDARD TRIANGULATION DISK
 CB0982'WITH A CROSS CHISELED IN THE CENTER SET IN A CONCRETE POST
 CB0982'12 INCHES SQUARE, AND PROJECTS 10 INCHES.  IT IS 68.9 FEET
 CB0982'E OF THE E RIGHT-OF-WAY FENCE OF THE GRADED MIDLAND-RANKIN
 CB0982'ROAD AND 95 FEET E OF THE CENTER LINE OF THIS ROAD.
 CB0982'
 CB0982'REFERENCE MARK NO. 2 IS WSW OF THE STATION.
 CB0982'
 CB0982'THE AZIMUTH MARK IS SE OF THE STATION.  IT IS 0.1 MILE SE
 CB0982'OF THE UPTON COUNTY COURTHOUSE, 174 FEET N OF THE DRAIN PIPE
 CB0982'OF THE RANKIN WATER TANK, AND 213 FEET S OF THE CENTER LINE
 CB0982'OF A PAVED ROAD.
 CB0982'
 CB0982'THE STATION IS REACHED FROM THE NW CORNER OF THE LOT THAT
 CB0982'THE HIGH SCHOOL IS ON, BY DRIVING UP GRADE, ACROSS COUNTRY TO
 CB0982'THE TOP AND S END OF A LOW, ROCKY RIDGE AND THE STATION.
 CB0982'
 CB0982'ALL OF THE OBJECTS ARE VISIBLE FROM THE GROUND.
 CB0982'
 CB0982'HEIGHT OF LIGHT ABOVE STATION MARK - 1.30 METERS.
 CB0982
 CB0982                          STATION RECOVERY (1938)
 CB0982
 CB0982'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CB0982'STATION WAS FOUND IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO
 CB0982'RECOVER REFERENCE AND AZIMUTH MARKS.
 CB0982
 CB0982                          STATION RECOVERY (1943)
 CB0982
 CB0982'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943 (LMW)
 CB0982'RECOVERED BY ROBERT H RAY INC.
 CB0982'
 CB0982'DESCRIPTION FOR REACHING STATION IS ADEQUATE.  STATION,
 CB0982'REFERENCE, AND AZIMUTH MARKS ALL FOUND IN GOOD CONDITION.
 CB0982
 CB0982                          STATION RECOVERY (1946)
 CB0982
 CB0982'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (HM)
 CB0982'RECOVERED BY GENERAL GEOPHYSICAL CO.
 CB0982'
 CB0982'MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CB0982
 CB0982                          STATION RECOVERY (1948)
 CB0982
 CB0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JGB)
 CB0982'LETTER OF MR. J.G. BECKER, ARCHITECT-ENG., HOLCOMBE-BLANTON
 CB0982'BLDG., SAN ANGELO, TEX., DATED NOVEMBER 4, 1948--
 CB0982'
 CB0982'AZIMUTH MARK HAS BEEN REMOVED DUE TO THE CONSTRUCTION OF A
 CB0982'COUNTY BUILDING ON THE PROPERTY.
 CB0982'
 CB0982'REFERENCE-MARK DISK STAMPED RANKIN AZIMUTH 1935 RECEIVED AT
 CB0982'THIS OFFICE NOVEMBER 22, 1948.
 CB0982
 CB0982                          STATION RECOVERY (1950)
 CB0982
 CB0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 CB0982'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CB0982'DESCRIPTION GOOD.
 CB0982
 CB0982                          STATION RECOVERY (1970)
 CB0982
 CB0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CB0982'THE STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK HAVE
 CB0982'BEEN DESTROYED.  REFERENCE MARK NO. 1 (RANKIN MAGNETIC STATION)
 CB0982'WAS FOUND TO BE IN GOOD CONDITION.  THE STATION AND REFERENCE
 CB0982'MARK NO. 2 WERE DESTROYED WHEN THE TOP OF RIDGE WAS LEVELED OFF
 CB0982'TO BUILD A FOOT BALL AND TRACK FIELD FOR THE RANKIN HIGH
 CB0982'SCHOOL.  THE AZIMUTH MARK WAS DESTROYED WHEN A BUILDING WAS
 CB0982'BUILT OVER THE SITE.
 CB0982'
 CB0982'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN RANKIN
 CB0982
 CB0982                          STATION RECOVERY (1970)
 CB0982
 CB0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (RVS)
 CB0982'THE AREA DESCRIBED IS NOW COVERED BY 7 FT. OF ROCK, IT IS THE
 CB0982'NEW FOOTBALL AND TRACK FIELD BUILT FOR THE RANKIN HIGH SCHOOL.
 CB0982
 CB0982                          STATION RECOVERY (1981)
 CB0982
 CB0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0982'THE STATION AND REFERENCE MARK NO 2 WERE NOT RECOVERED.  THERE HAS
 CB0982'BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0421 ***********************************************************************
 CB0421  DESIGNATION -  RANKIN MAGNETIC STA RESET
 CB0421  PID         -  CB0421
 CB0421  STATE/COUNTY-  TX/UPTON
 CB0421  USGS QUAD   -  RANKIN (1970)
 CB0421
 CB0421                         *CURRENT SURVEY CONTROL
 CB0421  ___________________________________________________________________
 CB0421* NAD 83(1993)-  31 13 50.05394(N)    101 56 28.67167(W)     ADJUSTED  
 CB0421* NAVD 88     -       785.988  (meters)    2578.70   (feet)  ADJUSTED  
 CB0421  ___________________________________________________________________
 CB0421  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CB0421  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CB0421  DYNAMIC HT  -         784.844 (meters)    2574.94  (feet)  COMP
 CB0421  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 CB0421
 CB0421  HORZ ORDER  -  SECOND
 CB0421  VERT ORDER  -  FIRST     CLASS II
 CB0421
 CB0421.The horizontal coordinates were established by classical geodetic methods
 CB0421.and adjusted by the National Geodetic Survey in February 1996..
 CB0421
 CB0421.The orthometric height was determined by differential leveling
 CB0421.and adjusted by the National Geodetic Survey in June 1991..
 CB0421
 CB0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0421
 CB0421.The geoid height was determined by GEOID03.
 CB0421
 CB0421.The dynamic height is computed by dividing the NAVD 88
 CB0421.geopotential number by the normal gravity value computed on the
 CB0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0421.degrees latitude (g = 980.6199 gals.).
 CB0421
 CB0421.The modeled gravity was interpolated from observed gravity values.
 CB0421
 CB0421;                    North         East     Units Scale Factor Converg.
 CB0421;SPC TX C     - 3,174,474.398   546,825.519   MT  0.99988971   -0 49 41.5
 CB0421;SPC TX C     -10,414,921.42  1,794,043.39   sFT  0.99988971   -0 49 41.5
 CB0421;UTM  14      - 3,458,886.057   219,826.468   MT  1.00056835   -1 31 33.6
 CB0421;UTM  13      - 3,459,190.073   791,361.771   MT  1.00064724   +1 35 13.2
 CB0421
 CB0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0421!SPC TX C     -   0.99988036  x   0.99988971  =   0.99977008
 CB0421!UTM  14      -   0.99988036  x   1.00056835  =   1.00044864
 CB0421!UTM  13      -   0.99988036  x   1.00064724  =   1.00052752
 CB0421
 CB0421                          SUPERSEDED SURVEY CONTROL
 CB0421
 CB0421  NAD 83(1986)-  31 13 50.06325(N)    101 56 28.66186(W) AD(       ) 2
 CB0421  NAD 27      -  31 13 49.53800(N)    101 56 27.18400(W) AD(       ) 2
 CB0421  NGVD 29 (??/??/92)  785.674  (m)         2577.67   (f) ADJ UNCH    1 2
 CB0421
 CB0421.Superseded values are not recommended for survey control.
 CB0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0421.See file dsdata.txt to determine how the superseded data were derived.
 CB0421
 CB0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1982658886(NAD 83)
 CB0421_MARKER: DS = TRIANGULATION STATION DISK
 CB0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0421_STAMPING: RANKIN MAGNETIC STATION REBUILT 1935
 CB0421_MARK LOGO: CGS   
 CB0421_PROJECTION: FLUSH
 CB0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0421+STABILITY: SURFACE MOTION
 CB0421
 CB0421  HISTORY     - Date     Condition        Report By
 CB0421  HISTORY     - 1935     MONUMENTED       CGS
 CB0421  HISTORY     - 1967     GOOD             NGS
 CB0421  HISTORY     - 1970     GOOD             NGS
 CB0421  HISTORY     - 1981     GOOD             NGS
 CB0421  HISTORY     - 1981     GOOD             NGS
 CB0421  HISTORY     - 19981116 GOOD             TXDOT
 CB0421
 CB0421                          STATION DESCRIPTION
 CB0421
 CB0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CB0421'THIS STATION IS 0.25 MILE N OF THE RANKIN HIGH SCHOOL.  IT IS
 CB0421'744.53 FEET AND 226.926 METERS NE OF TRIANGULATION STATION
 CB0421'RANKIN, 68.9 FEET E OF THE E RIGHT-OF-WAY FENCE OF THE
 CB0421'MIDLAND-RANKIN ROAD AND 95 FEET E OF THE CENTER LINE OF THIS ROAD.
 CB0421'THE STATION IS LOCATED IN A DRAW THAT LEADS DOWN INTO THE TOWN
 CB0421'OF RANKIN.
 CB0421'
 CB0421'THE MARK WAS REBUILT AT THE TIME STATION RANKIN WAS ESTABLISHED.
 CB0421'IT IS A STANDARD TRIANGULATION DISK WITH A CROSS CHISELED IN
 CB0421'THE CENTER SET IN A CONCRETE POST 12 INCHES SQUARE AND PROJECTS
 CB0421'10 INCHES.
 CB0421'
 CB0421'THE STATION IS REACHED BY DRIVING N FROM THE NE CORNER OF THE
 CB0421'LOT THE HIGH SCHOOL IS ON.  DRIVE N ON THE MIDLAND-RANKIN
 CB0421'GRADED ROAD FOR 0.25 MILE.
 CB0421
 CB0421                          STATION RECOVERY (1967)
 CB0421
 CB0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CB0421'0.8 MI NW FROM RANKIN.
 CB0421'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON, TOPEKA
 CB0421'AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, THENCE 0.2 MILE WEST
 CB0421'ALONG WEST 12TH AVENUE, THENCE 0.2 MILE NORTH ALONG NORTH UPTON
 CB0421'STREET, 216 YARDS WEST OF THE CENTER LINE OF STATE HIGHWAY 349, 118
 CB0421'YARDS NORTH OF THE NORTHWEST CORNER OF THE RANKIN HIGH SCHOOL
 CB0421'BUILDING, 98 FEET EAST OF THE CENTER LINE OF A DIRT ROAD WHICH IS
 CB0421'NORTH UPTON STREET, ON THE EXTENDED CENTER LINE OF A GRAVELED ROAD
 CB0421'THAT LEADS WEST TO THE HIGH SCHOOL FOOTBALL FIELD, 166 FEET EAST AND
 CB0421'ACROSS THE STREET FROM 2 GAS VALVES, 2.0 FEET SOUTH OF A METAL WITNESS
 CB0421'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 14 INCHES.
 CB0421
 CB0421                          STATION RECOVERY (1970)
 CB0421
 CB0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CB0421'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CB0421'STATION WAS USED TO SERVE AS REFERENCE MARK NO. 1 FOR TRIANGULATION
 CB0421'STATION RANKIN.
 CB0421'
 CB0421'THE STATION IS LOCATED IN THE NORTHWEST PART OF RANKIN, IN
 CB0421'A LOW AREA, ABOUT 0.1 MILE NORTH OF THE RANKIN HIGH SCHOOL,
 CB0421'ABOUT 75 FEET EAST OF A TRACK ROAD, AND 5 FEET SOUTH OF A
 CB0421'METAL WITNESS POST.  A C AND GS TRIANGULATION STATION DISK,
 CB0421'STAMPED RANKIN MAGNETIC 1933, SET IN A 12 IN X 12 IN CONCRETE
 CB0421'POST WHICH PROJECTS 1 FOOT ABOVE THE SURFACE OF GROUND.
 CB0421'
 CB0421'TO REACH STATION FROM THE INTERSECTION OF N. UPTON AND 12TH
 CB0421'STREETS, IN RANKIN, GO NORTH ON N. UPTON STREET 0.15 MILE TO
 CB0421'STATION ON THE RIGHT.
 CB0421'
 CB0421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN RANKIN
 CB0421
 CB0421                          STATION RECOVERY (1981)
 CB0421
 CB0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0421'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCCRIBED IN 1950.
 CB0421
 CB0421                          STATION RECOVERY (1981)
 CB0421
 CB0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0421'0.6 KM (0.35 MI) NORTH ALONG STATE HIGHWAY 349 (MAIN STREET) FROM ITS
 CB0421'JUNCTION WITH U.S. HIGHWAY 67 IN RANKIN, THENCE 0.2 KM (0.1 MI) WEST
 CB0421'ALONG WEST TWELFTH AVENUE, THENCE 0.3 KM (0.2 MI) NORTH ALONG NORTH
 CB0421'UPTON STREET, 0.2 KM (0.1 MI) NORTH OF THE HIGH SCHOOL AND 29.0 METERS
 CB0421'(95.1 FT) EAST OF THE CENTER OF THE STREET.
 CB0421'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CB0421'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CB0421
 CB0421                          STATION RECOVERY (1998)
 CB0421
 CB0421'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CB0421'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.  *STAMPING INCLUDES
 CB0421'-REBUILT 1935- AND -STATION-, POSSIBLY OTHER WORDS - DISK IS PARTIALLY
 CB0421'DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0974 ***********************************************************************
 EN0974  DESIGNATION -  RANSOM
 EN0974  PID         -  EN0974
 EN0974  STATE/COUNTY-  TX/ARMSTRONG
 EN0974  USGS QUAD   -  LUTTRELL SPRINGS (1963)
 EN0974
 EN0974                         *CURRENT SURVEY CONTROL
 EN0974  ___________________________________________________________________
 EN0974* NAD 83(1993)-  34 55 38.83129(N)    101 27 53.13164(W)     ADJUSTED  
 EN0974* NAVD 88     -      1033.1    (meters)    3389.     (feet)  VERTCON   
 EN0974  ___________________________________________________________________
 EN0974  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 EN0974  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EN0974
 EN0974  HORZ ORDER  -  THIRD
 EN0974
 EN0974.The horizontal coordinates were established by classical geodetic methods
 EN0974.and adjusted by the National Geodetic Survey in February 1996..
 EN0974
 EN0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0974
 EN0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0974
 EN0974.The geoid height was determined by GEOID03.
 EN0974
 EN0974;                    North         East     Units Scale Factor Converg.
 EN0974;SPC TX N     - 1,102,889.774   203,219.773   MT  0.99994727   +0 01 13.5
 EN0974;SPC TX N     - 3,618,397.53    666,730.21   sFT  0.99994727   +0 01 13.5
 EN0974;UTM  14      - 3,867,771.451   274,864.243   MT  1.00022474   -1 24 42.3
 EN0974
 EN0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0974!SPC TX N     -   0.99984203  x   0.99994727  =   0.99978931
 EN0974!UTM  14      -   0.99984203  x   1.00022474  =   1.00006673
 EN0974
 EN0974                          SUPERSEDED SURVEY CONTROL
 EN0974
 EN0974  NAD 83(1993)-  34 55 38.83593(N)    101 27 53.12725(W) AD(       ) 3
 EN0974  NAD 83(1986)-  34 55 38.83770(N)    101 27 53.12377(W) AD(       ) 3
 EN0974  NGVD 29 (01/19/93) 1032.7    (m)         3388.     (f) VERT ANG       
 EN0974
 EN0974.Superseded values are not recommended for survey control.
 EN0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0974.See file dsdata.txt to determine how the superseded data were derived.
 EN0974
 EN0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7486467771(NAD 83)
 EN0974_MARKER: DD = SURVEY DISK
 EN0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0974+STABILITY: SURFACE MOTION
 EN0974
 EN0974  HISTORY     - Date     Condition        Report By
 EN0974  HISTORY     - 1953     MONUMENTED       USGS
 EN0974
 EN0974                          STATION DESCRIPTION
 EN0974
 EN0974'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 EN0974'STATION LOCATED ABOUT 13.5 MI. AIRLINE SW. OF CLAUDE, 10.5 MI. NE. OF
 EN0974'WAYSIDE, 20 FT. E. OF A TRACK RD.
 EN0974'
 EN0974'TO REACH FROM THE W. SIDE OF THE COURTHOUSE SQUARE IN CLAUDE, TEXAS,
 EN0974'GO S. ON FARM ROAD 284 8.3 MI. TO INTERSECTION OF FARM ROAD 1258, TURN
 EN0974'RIGHT (W.) AND FOLLOW FARM ROAD 1258 6.0 MI. TO T-RD. FORK, GO LEFT
 EN0974'(S.) ALONG GRADED DIRT RD. 2.3 MI. TO CATTLEGUARD AND TRACK RD. S., GO
 EN0974'STRAIGHT AHEAD S. ON TRACK RD. 0.5 MI. TO CROSSROAD, CONTINUE ON
 EN0974'STRAIGHT AHEAD 0.5 MI. TO WIRE GATE, CONTINUE ON ALONG TRACK RD., PASS
 EN0974'WINDMILL, 1.0 MI. TO STATION SITE.
 EN0974'
 EN0974'STATION MARK--STANDARD TABLET STAMPED---RANSOM 1953---, CEMENTED IN
 EN0974'TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1175 ***********************************************************************
 AH1175  DESIGNATION -  RANSOM USE 1949
 AH1175  PID         -  AH1175
 AH1175  STATE/COUNTY-  TX/NUECES
 AH1175  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1175
 AH1175                         *CURRENT SURVEY CONTROL
 AH1175  ___________________________________________________________________
 AH1175* NAD 83(1993)-  27 51 02.73388(N)    097 08 11.32817(W)     ADJUSTED  
 AH1175* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1175  ___________________________________________________________________
 AH1175  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AH1175  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AH1175
 AH1175  HORZ ORDER  -  SECOND
 AH1175
 AH1175.The horizontal coordinates were established by classical geodetic methods
 AH1175.and adjusted by the National Geodetic Survey in February 1996..
 AH1175
 AH1175.The orthometric height was scaled from a topographic map.
 AH1175
 AH1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1175
 AH1175.The geoid height was determined by GEOID03.
 AH1175
 AH1175;                    North         East     Units Scale Factor Converg.
 AH1175;SPC TX S     - 5,242,713.837   434,300.679   MT  1.00000446   +0 37 08.6
 AH1175;SPC TX S     -17,200,470.31  1,424,868.14   sFT  1.00000446   +0 37 08.6
 AH1175;SPC TXSC     - 4,003,394.114   783,579.316   MT  1.00019540   +0 54 46.7
 AH1175;SPC TXSC     -13,134,468.86  2,570,793.14   sFT  1.00019540   +0 54 46.7
 AH1175;UTM  14      - 3,082,064.790   683,496.160   MT  1.00001561   +0 52 15.0
 AH1175
 AH1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1175!SPC TX S     -   1.00000402  x   1.00000446  =   1.00000848
 AH1175!SPC TXSC     -   1.00000402  x   1.00019540  =   1.00019942
 AH1175!UTM  14      -   1.00000402  x   1.00001561  =   1.00001963
 AH1175
 AH1175:                Primary Azimuth Mark                     Grid Az
 AH1175:SPC TX S     -  SHAMROCK                                 198 24 23.2
 AH1175:SPC TXSC     -  SHAMROCK                                 198 06 45.1
 AH1175:UTM  14      -  SHAMROCK                                 198 09 16.8
 AH1175
 AH1175|---------------------------------------------------------------------|
 AH1175| PID    Reference Object                     Distance      Geod. Az  |
 AH1175|                                                           dddmmss.s |
 AH1175| AH1170 SHAMROCK                            APPROX.10.6 KM 1990131.8 |
 AH1175|---------------------------------------------------------------------|
 AH1175
 AH1175                          SUPERSEDED SURVEY CONTROL
 AH1175
 AH1175  NAD 83(1986)-  27 51 02.74038(N)    097 08 11.30262(W) AD(       ) 2
 AH1175  NAD 27      -  27 51 01.64000(N)    097 08 10.35000(W) AD(       ) 2
 AH1175
 AH1175.Superseded values are not recommended for survey control.
 AH1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1175.See file dsdata.txt to determine how the superseded data were derived.
 AH1175
 AH1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8349682065(NAD 83)
 AH1175_MARKER: Z = SEE DESCRIPTION
 AH1175_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1175
 AH1175  HISTORY     - Date     Condition        Report By
 AH1175  HISTORY     - 1949     MONUMENTED       USE
 AH1175  HISTORY     - 1969     GOOD             CGS
 AH1175  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 AH1175
 AH1175                          STATION DESCRIPTION
 AH1175
 AH1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1175'NO DESCRIPTION AVAILABLE.
 AH1175'
 AH1175'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF ARANSAS
 AH1175'PASS, ON THE EAST SIDE OF RANSOM ISLAND, ABOUT 100 YARDS NORTH OF
 AH1175'THE SOUTHEAST POINT OF THE ISLAND.  IT IS A U. S. CORP OF ENGINEERS
 AH1175'DISK SET IN AN IRREGULAR MASS OF CONCRETE.  THE DISK IS STAMPED
 AH1175'1948.  IT IS 35 FEET EAST OF THE WEST SIDE OF A SHELL BANK, 15
 AH1175'FEET WEST OF THE MEAN HIGH WATER LINE AND 1 FOOT SOUTH OF A METAL
 AH1175'WITNESS POST.
 AH1175'
 AH1175'THE STATION CAN BE REACHED BY BOAT ONLY.
 AH1175'
 AH1175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 AH1175'SOUTH-SOUTHWEST OF ARANSAS PASS.
 AH1175
 AH1175                          STATION RECOVERY (1977)
 AH1175
 AH1175'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (SJ)
 AH1175'1948 DESTROYED - STATION MARK WAS FOUND LYING ON ITS SIDE NEAR THE
 AH1175'WATERS EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0616 ***********************************************************************
 DP0616  DESIGNATION -  RAT
 DP0616  PID         -  DP0616
 DP0616  STATE/COUNTY-  TX/GARZA
 DP0616  USGS QUAD   -  JUSTICEBURG NW (1969)
 DP0616
 DP0616                         *CURRENT SURVEY CONTROL
 DP0616  ___________________________________________________________________
 DP0616* NAD 83(1993)-  33 12 21.87892(N)    101 08 39.74604(W)     ADJUSTED  
 DP0616* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 DP0616  ___________________________________________________________________
 DP0616  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DP0616  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DP0616
 DP0616  HORZ ORDER  -  FIRST
 DP0616
 DP0616.The horizontal coordinates were established by classical geodetic methods
 DP0616.and adjusted by the National Geodetic Survey in February 1996..
 DP0616
 DP0616.The orthometric height was scaled from a topographic map.
 DP0616
 DP0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0616
 DP0616.The geoid height was determined by GEOID03.
 DP0616
 DP0616;                    North         East     Units Scale Factor Converg.
 DP0616;SPC TXNC     - 2,173,807.770   353,507.400   MT  0.99987624   -1 26 32.0
 DP0616;SPC TXNC     - 7,131,900.99  1,159,798.86   sFT  0.99987624   -1 26 32.0
 DP0616;UTM  14      - 3,676,182.005   300,129.687   MT  1.00009256   -1 10 29.1
 DP0616
 DP0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0616!SPC TXNC     -   0.99988808  x   0.99987624  =   0.99976434
 DP0616!UTM  14      -   0.99988808  x   1.00009256  =   0.99998063
 DP0616
 DP0616|---------------------------------------------------------------------|
 DP0616| PID    Reference Object                     Distance      Geod. Az  |
 DP0616|                                                           dddmmss.s |
 DP0616| CJ8214 RAT RM 1                             14.155 METERS 09832     |
 DP0616| DP0617 RAT 2 RM 3                           43.397 METERS 22002     |
 DP0616| DP0618 RAT 2                                50.777 METERS 23208     |
 DP0616| DP0619 RAT 2 RM 5 AZIMUTH                  APPROX. 1.3 KM 2773535.0 |
 DP0616| CJ8213 RAT AZ MK                                          2775610.1 |
 DP0616| CJ8215 RAT RM 2                             11.917 METERS 27925     |
 DP0616|---------------------------------------------------------------------|
 DP0616
 DP0616                          SUPERSEDED SURVEY CONTROL
 DP0616
 DP0616  NAD 83(1993)-  33 12 21.88219(N)    101 08 39.73963(W) AD(       ) 1
 DP0616  NAD 83(1986)-  33 12 21.88434(N)    101 08 39.73594(W) AD(       ) 1
 DP0616  NAD 27      -  33 12 21.54470(N)    101 08 38.26593(W) AD(       ) 1
 DP0616
 DP0616.Superseded values are not recommended for survey control.
 DP0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0616.See file dsdata.txt to determine how the superseded data were derived.
 DP0616
 DP0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0013076182(NAD 83)
 DP0616_MARKER: DS = TRIANGULATION STATION DISK
 DP0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0616_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0616
 DP0616  HISTORY     - Date     Condition        Report By
 DP0616  HISTORY     - 1968     MONUMENTED       CGS
 DP0616  HISTORY     - 1975     SEE DESCRIPTION  NGS
 DP0616
 DP0616                          STATION DESCRIPTION
 DP0616
 DP0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0616'STATION IS LOCATED 23 MILES WEST OF CLAIREMONT, 13-1/2 MILES EAST
 DP0616'OF POST, 12 MILES NORTH-NORTHEAST OF JUSTICEBURG AND ON THE NORTH
 DP0616'RIGHT-OF-WAY OF U.S. HIGHWAY 380.
 DP0616'
 DP0616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND 380
 DP0616'IN POST, GO EAST ON U.S. HIGHWAY 380 FOR 10.6 MILES TO THE
 DP0616'JUNCTION OF FARM ROAD 2008 ON THE LEFT, CONTINUE EAST ON
 DP0616'U.S. HIGHWAY 380 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 DP0616'CONTINUE EAST ON U.S. HIGHWAY 380 FOR 0.9 MILE TO THE STATION ON
 DP0616'THE LEFT.
 DP0616'
 DP0616'STATION MARK, A STANDARD DISK STAMPED RAT 1968, SET IN THE TOP OF A
 DP0616'12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND
 DP0616'SURFACE.  IT IS 47 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 380,
 DP0616'3.0 FEET SOUTHWEST OF A METAL WITNESS POST AND 2.5 FEET SOUTH OF
 DP0616'A FENCE.
 DP0616'
 DP0616'REFERENCE MARK 1, A STANDARD DISK STAMPED RAT NO 1 1968, SET IN
 DP0616'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 DP0616'GROUND SURFACE.  IT IS 48 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 DP0616'380, 44.3 FEET EAST OF A METAL WITNESS POST AND 2.0 FEET SOUTH OF
 DP0616'A FENCE.
 DP0616'
 DP0616'REFERENCE MARK 2, A STANDARD DISK STAMPED RAT NO 2 1968, SET IN
 DP0616'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 DP0616'GROUND SURFACE.  IT IS 47 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 DP0616'380, 40.9 FEET WEST OF A METAL WITNESS POST AND 2.2 FEET SOUTH
 DP0616'OF A FENCE.
 DP0616'
 DP0616'AZIMUTH MARK, A STANDARD DISK STAMPED RAT 1968, SET IN THE TOP
 DP0616'OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND
 DP0616'SURFACE.  IT IS 49 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 380,
 DP0616'13.0 FEET EAST OF THE EAST GATE POST OF A WIRE GATE, 1.7 FEET
 DP0616'NORTHEAST OF A METAL WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.
 DP0616'
 DP0616'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DP0616
 DP0616                          STATION RECOVERY (1975)
 DP0616
 DP0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DP0616'THE STATION MARK AND REFERENCE MARK NO.2, WERE RECOVERED AND FOUND
 DP0616'IN GOOD CONDITION.  REFERENCE MARK NO.1, WAS FOUND PROJECTING
 DP0616'ABOUT 14 INCHES ABOVE THE GROUND, IT APPARENTLY HAD BEEN
 DP0616'DISTURBED, AS A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION
 DP0616'TO THE MARK.  THE AZIMUTH MARK FOUND TO HAVE BEEN HIT BY HEAVY
 DP0616'MACHINERY AND WAS FOUND TILTED.
 DP0616'
 DP0616'THE DISTANCE TO REFERENCE MARK NO.2 WAS VERIFIED.
 DP0616'
 DP0616'THE STATION MARK AND REFERENCE MARKS WILL BE DESTROYED IN THE NEAR
 DP0616'FUTURE BY ROAD CONSTRUCTION.  RAT 2 WAS ESTABLISHED OUT OF THE
 DP0616'CONSTRUCTION AREA AND A TRAVERSE TIE MADE BETWEEN THE TWO STATIONS.
 DP0616'
 DP0616'FOR FUTURE REFERENCE SEE STATION RAT 2 1975.
 DP0616'
 DP0616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DP0616'POST 14-MILES EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0618 ***********************************************************************
 DP0618  DESIGNATION -  RAT 2
 DP0618  PID         -  DP0618
 DP0618  STATE/COUNTY-  TX/GARZA
 DP0618  USGS QUAD   -  JUSTICEBURG NW (1969)
 DP0618
 DP0618                         *CURRENT SURVEY CONTROL
 DP0618  ___________________________________________________________________
 DP0618* NAD 83(1993)-  33 12 20.86740(N)    101 08 41.29398(W)     ADJUSTED  
 DP0618* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 DP0618  ___________________________________________________________________
 DP0618  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 DP0618  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DP0618
 DP0618  HORZ ORDER  -  SECOND
 DP0618
 DP0618.The horizontal coordinates were established by classical geodetic methods
 DP0618.and adjusted by the National Geodetic Survey in February 1996..
 DP0618
 DP0618.The orthometric height was scaled from a topographic map.
 DP0618
 DP0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0618
 DP0618.The geoid height was determined by GEOID03.
 DP0618
 DP0618;                    North         East     Units Scale Factor Converg.
 DP0618;SPC TXNC     - 2,173,777.630   353,466.544   MT  0.99987623   -1 26 32.9
 DP0618;SPC TXNC     - 7,131,802.11  1,159,664.82   sFT  0.99987623   -1 26 32.9
 DP0618;UTM  14      - 3,676,151.668   300,088.963   MT  1.00009276   -1 10 30.0
 DP0618
 DP0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0618!SPC TXNC     -   0.99988808  x   0.99987623  =   0.99976432
 DP0618!UTM  14      -   0.99988808  x   1.00009276  =   0.99998083
 DP0618
 DP0618|---------------------------------------------------------------------|
 DP0618| PID    Reference Object                     Distance      Geod. Az  |
 DP0618|                                                           dddmmss.s |
 DP0618| DP0616 RAT                                  50.777 METERS 05208     |
 DP0618| DP0617 RAT 2 RM 3                           12.353 METERS 09938     |
 DP0618| CJ8216 RAT 2 RM 4                           11.830 METERS 27852     |
 DP0618| DP0619 RAT 2 RM 5 AZIMUTH                  APPROX. 1.3 KM 2791043.1 |
 DP0618|---------------------------------------------------------------------|
 DP0618
 DP0618                          SUPERSEDED SURVEY CONTROL
 DP0618
 DP0618  NAD 83(1993)-  33 12 20.87067(N)    101 08 41.28757(W) AD(       ) 2
 DP0618  NAD 83(1986)-  33 12 20.87290(N)    101 08 41.28375(W) AD(       ) 2
 DP0618  NAD 27      -  33 12 20.53316(N)    101 08 39.81383(W) AD(       ) 2
 DP0618
 DP0618.Superseded values are not recommended for survey control.
 DP0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0618.See file dsdata.txt to determine how the superseded data were derived.
 DP0618
 DP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0008976152(NAD 83)
 DP0618_MARKER: DS = TRIANGULATION STATION DISK
 DP0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0618
 DP0618  HISTORY     - Date     Condition        Report By
 DP0618  HISTORY     - 1975     MONUMENTED       NGS
 DP0618
 DP0618                          STATION DESCRIPTION
 DP0618
 DP0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DP0618'THE STATION IS LOCATED ABOUT 14 MILES EAST OF POST, ABOUT 6-1/2
 DP0618'MILES WEST OF THE KENT-GARZA COUNTY LINE AND ON THE SOUTH EDGE OF
 DP0618'THE RIGHT-OF-WAY OF U.S. HIGHWAY 380.
 DP0618'
 DP0618'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND 380
 DP0618'IN POST, GO EASTERLY ON U.S. HIGHWAY 380 FOR 11.0 MILES TO THE
 DP0618'JUNCTION OF FARM ROAD 2008 ON THE LEFT.  CONTINUE EASTERLY ON
 DP0618'U.S. HIGHWAY 380 FOR 2.3 MILES TO A TRACK ROAD ON THE RIGHT AND
 DP0618'REFERENCE MARK NO.5 AZI. ON THE RIGHT.  CONTINUE EAST ON
 DP0618'U.S. HIGHWAY 380 FOR 0.8 MILE TO TOP OF A SMALL RISE AND STATION
 DP0618'ON THE RIGHT.
 DP0618'
 DP0618'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 DP0618'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED RAT 2 1975.  IT
 DP0618'IS 75 FEET SOUTH OF THE PRESENT CENTER-LINE OF HIGHWAY, 8 FEET
 DP0618'WEST OF A BRACED FENCE-POST, 3 FEET EAST OF A METAL WITNESS POST
 DP0618'AND 1-FOOT NORTH OF THE FENCE-LINE.
 DP0618'
 DP0618'REFERENCE MARK NO.3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DP0618'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED RAT
 DP0618'2 NO 3 1975.  IT IS 75 FEET SOUTH OF THE PRESENT CENTER-LINE
 DP0618'OF HIGHWAY, 41 FEET EAST OF A METAL WITNESS POST AND 1-FOOT
 DP0618'NORTH OF THE FENCE-LINE.
 DP0618'
 DP0618'REFERENCE MARK NO.4 IS A STANDARD DISK, SET IN THE TOP OF A
 DP0618'ROUND CONCRETE POST THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED
 DP0618'RAT 2 NO 4 1975.  IT IS 75 FEET SOUTH OF THE PRESENT CENTER-LINE
 DP0618'OF HIGHWAY, 35 FEET WEST OF A METAL WITNESS POST AND 1-FOOT
 DP0618'NORTH OF THE FENCE-LINE.
 DP0618'
 DP0618'REFERENCE MARK NO.5 AZI. IS A STANDARD DISK, SET IN THE TOP OF A
 DP0618'ROUND CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED
 DP0618'RAT 2 NO 5 AZI 1975.  IT IS 75 FEET SOUTH OF THE PRESENT
 DP0618'CENTER-LINE OF HIGHWAY, 8 FEET EAST OF THE EAST END OF GATE, 1.6
 DP0618'FEET EAST OF A METAL WITNESS POST AND 1-FOOT NORTH OF THE
 DP0618'FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2744 ***********************************************************************
 BY2744  DESIGNATION -  RATCLIFF
 BY2744  PID         -  BY2744
 BY2744  STATE/COUNTY-  TX/HOUSTON
 BY2744  USGS QUAD   -  RATCLIFF (1950)
 BY2744
 BY2744                         *CURRENT SURVEY CONTROL
 BY2744  ___________________________________________________________________
 BY2744* NAD 83(1993)-  31 23 42.55005(N)    095 08 19.00670(W)     ADJUSTED  
 BY2744* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 BY2744  ___________________________________________________________________
 BY2744  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BY2744  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY2744
 BY2744  HORZ ORDER  -  SECOND
 BY2744
 BY2744.The horizontal coordinates were established by classical geodetic methods
 BY2744.and adjusted by the National Geodetic Survey in February 1996..
 BY2744
 BY2744.The orthometric height was scaled from a topographic map.
 BY2744
 BY2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2744
 BY2744.The geoid height was determined by GEOID03.
 BY2744
 BY2744;                    North         East     Units Scale Factor Converg.
 BY2744;SPC TX C     - 3,203,146.058 1,193,834.054   MT  0.99990527   +2 40 32.1
 BY2744;SPC TX C     -10,508,988.36  3,916,770.56   sFT  0.99990527   +2 40 32.1
 BY2744;UTM  15      - 3,475,373.617   296,660.026   MT  1.00011001   -1 06 52.1
 BY2744
 BY2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2744!SPC TX C     -   0.99998337  x   0.99990527  =   0.99988864
 BY2744!UTM  15      -   0.99998337  x   1.00011001  =   1.00009338
 BY2744
 BY2744|---------------------------------------------------------------------|
 BY2744| PID    Reference Object                     Distance      Geod. Az  |
 BY2744|                                                           dddmmss.s |
 BY2744| BY2745 RATCLIFF LOOKOUT TOWER               31.730 METERS 01028     |
 BY2744| BY2671 WELLS MUNICIPAL TANK                APPROX.21.4 KM 0610040.7 |
 BY2744| CV9110 RATCLIFF RM 2                        24.314 METERS 11234     |
 BY2744| BY1426 Y 301                                              2023447.4 |
 BY2744|---------------------------------------------------------------------|
 BY2744
 BY2744                          SUPERSEDED SURVEY CONTROL
 BY2744
 BY2744  NAD 83(1986)-  31 23 42.56072(N)    095 08 18.99272(W) AD(       ) 2
 BY2744  NAD 27      -  31 23 41.90600(N)    095 08 18.22100(W) AD(       ) 2
 BY2744
 BY2744.Superseded values are not recommended for survey control.
 BY2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2744.See file dsdata.txt to determine how the superseded data were derived.
 BY2744
 BY2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ9666075374(NAD 83)
 BY2744_MARKER: DS = TRIANGULATION STATION DISK
 BY2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2744
 BY2744  HISTORY     - Date     Condition        Report By
 BY2744  HISTORY     - 1948     MONUMENTED       CGS
 BY2744
 BY2744                          STATION DESCRIPTION
 BY2744
 BY2744'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2744'THE STATION IS LOCATED ON THE SUMMIT OF A HILL ABOUT 0.25
 BY2744'MILE NORTH-NORTHEAST OF THE CENTER OF THE VILLAGE OF RATCLIFF,
 BY2744'104 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE RATCLIFF LOOKOUT
 BY2744'TOWER, AND 25 FEET WEST OF THE CENTER OF THE DRIVEWAY TO THE
 BY2744'LOOKOUT TOWER.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 BY2744'RATCLIFF 1948.
 BY2744'
 BY2744'REFERENCE MARK NO. 1 IS A U.S.E.D. DISK CENTERED UNDER THE
 BY2744'LOOKOUT TOWER.  IT IS A BRONZE DISK SET IN THE TOP OF A TEN
 BY2744'INCH SQUARE CONCRETE POST THAT PROJECTS ONE INCH.  IT IS
 BY2744'STAMPED RATCLIFF.
 BY2744'
 BY2744'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. REFERENCE
 BY2744'MARK DISK CEMENTED IN A DRILL HOLE NEAR THE NORTHWEST CORNER
 BY2744'OF A 4 BY 6 FOOT CONCRETE SLAB THAT PROJECTS ONE FOOT ABOVE
 BY2744'THE GROUND.  IT IS 40 FEET EAST OF THE CENTER OF THE DRIVEWAY
 BY2744'TO THE LOOKOUT TOWER.  IT IS STAMPED RATCLIFF NO 2 1948.
 BY2744'
 BY2744'AZIMUTH MARK IS A U.S.C. AND G.S. BM DISK SET IN THE TOP
 BY2744'OF A TEN INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 BY2744'IT IS 115 WEST-NORTHWEST OF THE CENTER OF INTERSECTION
 BY2744'OF A CROSSROAD, 71 FEET WEST OF A FENCE CORNER, 40 FEET
 BY2744'NORTH OF THE CENTER OF STATE HIGHWAY NO. 7, AND 0.5 FOOT
 BY2744'SOUTH OF A WOVEN WIRE FENCE.  IT IS STAMPED Y 301 1935.
 BY2744'
 BY2744'TO REACH THE STATION FROM THE STUBBLEFIELD GROCERY STORE
 BY2744'AND FILLING STATION IN RATCLIFF, GO EAST ON PAVED ROAD FOR
 BY2744'200 FEET TO A DIRT ROAD NORTH, TURN LEFT AND GO NORTH FOR 0.1
 BY2744'MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD, NORTH, FOR
 BY2744'0.15 MILE TO THE RATCLIFF LOOKOUT TOWER AND THE STATION AS
 BY2744'DESCRIBED.
 BY2744'
 BY2744'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 BY2744'0.25 MILE TO PAVED HIGHWAY, TURN RIGHT AND GO WEST FOR 0.1
 BY2744'MILE TO THE MARK ON THE RIGHT.
 BY2744'
 BY2744'A 113 FOOT SIGNAL AT CENTER 1942 IS VISIBLE AT 64 FEET.
 BY2744'
 BY2744'A 74 FOOT SIGNAL AT WECHES 1942 IS VISIBLE AT 77 FEET.
 BY2744'
 BY2744'AN 87 FOOT SIGNAL AT ALTO IS VISIBLE AT 90 FEET.
 BY2744'
 BY2744'A 74 FOOT SIGNAL AT WELLS IS VISIBLE AT 90 FEET.
 BY2744'
 BY2744'AN 87 FOOT SIGNAL AT STATION CENTRAL IS VISIBLE AT 64 FEET
 BY2744'
 BY2744'A 100 FOOT SIGNAL AT STATION SPIKE U.S.E.D. IS VISIBLE
 BY2744'AT 64 FEET
 BY2744'
 BY2744'A 100 FOOT SIGNAL AT STATION GRANVILLE U.S.E.D. IS VISIBLE
 BY2744'AT 64 FEET
 BY2744'
 BY2744'A 113 FOOT SIGNAL AT STATION NOGALUS IS VISIBLE AT 64 FEET
 BY2744'
 BY2744'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2745 ***********************************************************************
 BY2745  DESIGNATION -  RATCLIFF LOOKOUT TOWER
 BY2745  PID         -  BY2745
 BY2745  STATE/COUNTY-  TX/HOUSTON
 BY2745  USGS QUAD   -  RATCLIFF (1950)
 BY2745
 BY2745                         *CURRENT SURVEY CONTROL
 BY2745  ___________________________________________________________________
 BY2745* NAD 83(1993)-  31 23 43.56314(N)    095 08 18.78850(W)     ADJUSTED  
 BY2745* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 BY2745  ___________________________________________________________________
 BY2745  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BY2745  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY2745
 BY2745  HORZ ORDER  -  SECOND
 BY2745
 BY2745.The horizontal coordinates were established by classical geodetic methods
 BY2745.and adjusted by the National Geodetic Survey in February 1996..
 BY2745
 BY2745.The orthometric height was scaled from a topographic map.
 BY2745
 BY2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2745
 BY2745.The geoid height was determined by GEOID03.
 BY2745
 BY2745;                    North         East     Units Scale Factor Converg.
 BY2745;SPC TX C     - 3,203,177.492 1,193,838.355   MT  0.99990531   +2 40 32.2
 BY2745;SPC TX C     -10,509,091.49  3,916,784.67   sFT  0.99990531   +2 40 32.2
 BY2745;UTM  15      - 3,475,404.704   296,666.397   MT  1.00010997   -1 06 52.0
 BY2745
 BY2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2745!SPC TX C     -   0.99998353  x   0.99990531  =   0.99988884
 BY2745!UTM  15      -   0.99998353  x   1.00010997  =   1.00009350
 BY2745
 BY2745                          SUPERSEDED SURVEY CONTROL
 BY2745
 BY2745  NAD 83(1986)-  31 23 43.57382(N)    095 08 18.77451(W) AD(       ) 2
 BY2745  NAD 27      -  31 23 42.91900(N)    095 08 18.00300(W) AD(       ) 2
 BY2745
 BY2745.Superseded values are not recommended for survey control.
 BY2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2745.See file dsdata.txt to determine how the superseded data were derived.
 BY2745
 BY2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ9666675405(NAD 83)
 BY2745_MARKER: 57 = LOOKOUT TOWER
 BY2745
 BY2745  HISTORY     - Date     Condition        Report By
 BY2745  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2745  HISTORY     - 1948     GOOD             CGS
 BY2745
 BY2745                          STATION DESCRIPTION
 BY2745
 BY2745'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2745'STATION IS LOCATED ABOUT 0.3 MILE NORTH OF RATCLIFF IN THE
 BY2745'NORTHERN PART OF THE U.S. FOREST SERVICE CAMP.  IT IS ABOUT 130
 BY2745'YARDS NORTH OF THE FLAG POLE AND ABOUT 40 YARDS WEST OF THE CAMP
 BY2745'WATER TANK.
 BY2745'
 BY2745'IT IS A STANDARD TYPE STEEL LOOKOUT TOWER, IS PAINTED GRAY AND
 BY2745'IS ABOUT 100 FEET HIGH.
 BY2745'
 BY2745'THE POINT LOCATED WAS THE APEX OF THE PYRAMIDAL ROOF OF THE TOWER.
 BY2745
 BY2745                          STATION RECOVERY (1948)
 BY2745
 BY2745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2745'THE STATION IS LOCATED ON THE SUMMIT OF A HILL ABOUT 0.25 MILE
 BY2745'NORTH-NORTHEAST OF THE CENTER OF THE VILLAGE OF RATCLIFF.
 BY2745'IT IS OWNED AND OPERATED BY THE U.S. FOREST SERVICE.
 BY2745'
 BY2745'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A HOUSE AT THE
 BY2745'TOP.  THE HOUSE HAS A PYRAMIDAL ROOF AND ITS OVERALL HEIGHT
 BY2745'IS ABOUT 110 FEET.
 BY2745'
 BY2745'THERE IS A U.S.E.D. DISK CENTERED DIRECTLY UNDER THE LOOKOUT AND
 BY2745'THIS IS THE POINT TRAVERSED TO AND OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4902 ***********************************************************************
 AH4902  DESIGNATION -  RATTLESNAKE ET
 AH4902  PID         -  AH4902
 AH4902  STATE/COUNTY-  TX/BLANCO
 AH4902  USGS QUAD   -  MONUMENT HILL (1963)
 AH4902
 AH4902                         *CURRENT SURVEY CONTROL
 AH4902  ___________________________________________________________________
 AH4902* NAD 83(1993)-  30 13 33.04597(N)    098 29 33.67264(W)     ADJUSTED  
 AH4902* NAVD 88     -       539.2    (meters)    1769.     (feet)  VERTCON   
 AH4902  ___________________________________________________________________
 AH4902  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 AH4902  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AH4902
 AH4902  HORZ ORDER  -  THIRD
 AH4902
 AH4902.The horizontal coordinates were established by classical geodetic methods
 AH4902.and adjusted by the National Geodetic Survey in July 1998..
 AH4902
 AH4902.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4902
 AH4902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4902
 AH4902.The geoid height was determined by GEOID03.
 AH4902
 AH4902;                    North         East     Units Scale Factor Converg.
 AH4902;SPC TX C     - 3,063,455.123   877,180.684   MT  0.99997265   +0 56 52.9
 AH4902;SPC TX C     -10,050,685.68  2,877,883.63   sFT  0.99997265   +0 56 52.9
 AH4902;UTM  14      - 3,343,920.162   548,818.325   MT  0.99962940   +0 15 19.4
 AH4902
 AH4902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4902!SPC TX C     -   0.99991899  x   0.99997265  =   0.99989164
 AH4902!UTM  14      -   0.99991899  x   0.99962940  =   0.99954842
 AH4902
 AH4902                          SUPERSEDED SURVEY CONTROL
 AH4902
 AH4902  NGVD 29 (07/28/98)  539.1    (m)         1769.     (f) VERT ANG       
 AH4902
 AH4902.Superseded values are not recommended for survey control.
 AH4902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4902.See file dsdata.txt to determine how the superseded data were derived.
 AH4902
 AH4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4881843920(NAD 83)
 AH4902_MARKER: DS = TRIANGULATION STATION DISK
 AH4902_SETTING: 66 = SET IN ROCK OUTCROP
 AH4902_PROJECTION: FLUSH
 AH4902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH4902+STABILITY: POSITION/ELEVATION WELL
 AH4902
 AH4902  HISTORY     - Date     Condition        Report By
 AH4902  HISTORY     - 1959     MONUMENTED       USGS
 AH4902
 AH4902                          STATION DESCRIPTION
 AH4902
 AH4902'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH4902'STATION IS LOCATED ON MOST WESTERLY OF SEVERAL PROMINENT KNOLLS ABOUT
 AH4902'4 MI. E. OF HYE, TEXAS.
 AH4902'TO REACH FROM HYE POST OFFICE, PROCEED EASTERLY ALONG U.S. HIGHWAY 290
 AH4902'FOR 1.6 MI., THENCE SOUTHERLY ALONG GRADED RD. 2.2 MI. TO T-RD. E.,
 AH4902'THENCE EASTERLY ALONG GRADED RD. 1.8 MI. TO CATTLEGUARD, TURN LEFT
 AH4902'(N.) BEFORE CROSSING CATTLEGUARD AND PROCEED THRU TREES FOR 0.2 MI. TO
 AH4902'END OF TRUCK TRAVEL ON SLOPE OF KNOLL.  STATION LIES ABOUT 300 FT. E.
 AH4902'ON W. END OF KNOLL.
 AH4902'STATION MARK--STANDARD TABLET SET IN BEDROCK FLUSH WITH GROUND,
 AH4902'STAMPED---RATTLESNAKE ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1016 ***********************************************************************
 CT1016  DESIGNATION -  RATTLESNAKE RESET
 CT1016  PID         -  CT1016
 CT1016  STATE/COUNTY-  TX/EASTLAND
 CT1016  USGS QUAD   -  DESDEMONA (1966)
 CT1016
 CT1016                         *CURRENT SURVEY CONTROL
 CT1016  ___________________________________________________________________
 CT1016* NAD 83(1993)-  32 21 44.47566(N)    098 30 43.03169(W)     ADJUSTED  
 CT1016* NAVD 88     -       493.3    (meters)    1618.     (feet)  VERTCON   
 CT1016  ___________________________________________________________________
 CT1016  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 CT1016  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CT1016
 CT1016  HORZ ORDER  -  FIRST
 CT1016
 CT1016.The horizontal coordinates were established by classical geodetic methods
 CT1016.and adjusted by the National Geodetic Survey in February 1996..
 CT1016
 CT1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1016
 CT1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1016
 CT1016.The geoid height was determined by GEOID03.
 CT1016
 CT1016;                    North         East     Units Scale Factor Converg.
 CT1016;SPC TXNC     - 2,077,146.001   598,875.027   MT  0.99994445   -0 00 23.5
 CT1016;SPC TXNC     - 6,814,769.84  1,964,809.15   sFT  0.99994445   -0 00 23.5
 CT1016;SPC TX C     - 3,300,266.097   871,448.055   MT  1.00016387   +0 56 17.2
 CT1016;SPC TX C     -10,827,623.02  2,859,075.83   sFT  1.00016387   +0 56 17.2
 CT1016;UTM  14      - 3,580,705.769   545,916.646   MT  0.99962600   +0 15 40.5
 CT1016
 CT1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1016!SPC TXNC     -   0.99992701  x   0.99994445  =   0.99987146
 CT1016!SPC TX C     -   0.99992701  x   1.00016387  =   1.00009086
 CT1016!UTM  14      -   0.99992701  x   0.99962600  =   0.99955303
 CT1016
 CT1016|---------------------------------------------------------------------|
 CT1016| PID    Reference Object                     Distance      Geod. Az  |
 CT1016|                                                           dddmmss.s |
 CT1016| CX8034 RATTLESNAKE RM DRILL HOLE N          22.250 METERS 00616     |
 CT1016| CX8033 RATTLESNAKE AZ MK                                  0140443.2 |
 CT1016| CX8035 RATTLESNAKE RM 1                     22.250 METERS 18354     |
 CT1016| CT1020 CARBON SCHOOLHOUSE BELFRY           APPROX.31.3 KM 2502410.9 |
 CT1016| CX8036 RATTLESNAKE RM 2                      9.826 METERS 28434     |
 CT1016|---------------------------------------------------------------------|
 CT1016
 CT1016                          SUPERSEDED SURVEY CONTROL
 CT1016
 CT1016  NAD 83(1986)-  32 21 44.47799(N)    098 30 43.01833(W) AD(       ) 1
 CT1016  NAD 27      -  32 21 43.99700(N)    098 30 41.82800(W) AD(       ) 1
 CT1016  NGVD 29 (07/19/86)  493.2    (m)         1618.     (f) VERT ANG       
 CT1016
 CT1016.Superseded values are not recommended for survey control.
 CT1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1016.See file dsdata.txt to determine how the superseded data were derived.
 CT1016
 CT1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA4591780706(NAD 83)
 CT1016_MARKER: N = NAIL
 CT1016_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CT1016_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CT1016
 CT1016  HISTORY     - Date     Condition        Report By
 CT1016  HISTORY     - 1908     MONUMENTED       CGS
 CT1016  HISTORY     - 1937     SEE DESCRIPTION  CGS
 CT1016  HISTORY     - 1957     GOOD             CGS
 CT1016  HISTORY     - 1959     GOOD             CGS
 CT1016
 CT1016                          STATION DESCRIPTION
 CT1016
 CT1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 CT1016'ON RATTLESNAKE MOUNTAIN, 15 MILES S OF STRAWN, A TOWN ON THE
 CT1016'TEXAS AND PACIFIC RAILWAY, 2 MILES SW OF TANNER POST OFFICE,
 CT1016'300 METERS (984 FEET) W OF THE GRANBURY AND EASTLAND CITY ROAD,
 CT1016'IN THE W.T. MARSHALL PASTURE, AND ON THE SOUTHERN AND HIGHER
 CT1016'ONE OF TWO PEAKS KNOWN AS LITTLE RATTLESNAKE AND BIG RATTLESNAKE
 CT1016'MOUNTAINS.  THE TOP OF THE PEAK IS BARE.
 CT1016'
 CT1016'THE SURFACE MARK IS A LARGE NAIL PROJECTING ABOVE THE SURFACE
 CT1016'OF CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER
 CT1016'SET IN A CYLINDER OF CONCRETE 20 INCHES IN DIAMETER.  PIPE
 CT1016'AND CONCRETE CYLINDER EACH 24 INCHES LONG.  MARK FLUSH WITH THE
 CT1016'SURFACE OF THE GROUND.
 CT1016'
 CT1016'THE UNDERGROUND MARK IS THE POINT OF A NAIL 30 INCHES BELOW
 CT1016'THE SURFACE OF THE GROUND AND PROJECTING ABOVE THE SURFACE OF THE
 CT1016'CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER AND
 CT1016'12 INCHES LONG AND IS EMBEDDED IN A CYLINDER OF CONCRETE 12
 CT1016'INCHES IN DIAMETER AND 12 INCHES LONG.
 CT1016'
 CT1016'THE REFERENCE MARK IS A 20-PENNY WIRE NAIL CEMENTED INTO A
 CT1016'LEDGE OF ROCK, AND IS 22.25 METERS (73.0 FEET) FROM THE STATION
 CT1016'N 6 DEG 16 MIN E.
 CT1016'
 CT1016'ELEVATION OF THE STATION IS 493.2 METERS (1,618 FEET).
 CT1016
 CT1016                          STATION RECOVERY (1937)
 CT1016
 CT1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CT1016'THE SURFACE STATION MARK AND THE REFERENCE MARK HAVE BEEN
 CT1016'REMOVED AND DESTROYED.  SUBSURFACE MARK WAS FOUND AS DESCRIBED
 CT1016'AND IN PLACE.  NEW MARKS WERE ESTABLISHED.  FOLLOWING IS THE NEW
 CT1016'DESCRIPTION--
 CT1016'
 CT1016'ON THE TOP OF RATTLESNAKE MOUNTAIN.  ABOUT 15 MILES S OF STRAWN,
 CT1016'12 MILES SE OF RANGER AND 7 MILES N BY E OF DESDEMONA.  IT IS ON
 CT1016'THE SOUTHERN AND HIGHER OF 2 PEAKS KNOWN AS LITTLE RATTLESNAKE
 CT1016'AND BIG RATTLESNAKE MOUNTAINS WHICH ARE ABOUT 0.4 MILE APART.
 CT1016'PRESENT LAND OWNER NOT KNOWN.  STATION IS IN PASTURE LAND.
 CT1016'STATION IS ON THE HIGHEST POINT OF MOUNTAIN ABOUT 300 YARDS
 CT1016'W OF THE ROAD.
 CT1016'
 CT1016'SURFACE MARK IS A STANDARD BRONZE DISK IN A CONCRETE POST ABOUT
 CT1016'24 INCHES LONG AND PROJECTING ABOUT 4 INCHES.
 CT1016'
 CT1016'SUBSURFACE MARK (1908) IS A LARGE NAIL IN AN IRON PIPE SET IN
 CT1016'CONCRETE ABOUT 24 INCHES BELOW THE SURFACE OF THE GROUND.
 CT1016'
 CT1016'REFERENCE MARK NO. 1 (1937) IS A STANDARD BRONZE DISK SET IN
 CT1016'A DRILL HOLE IN THE ROCK LEDGE AT THE N EDGE OF THE HILL.
 CT1016'
 CT1016'REFERENCE MARK NO. 2 (1937) IS A STANDARD BRONZE DISK SET
 CT1016'IN A DRILL HOLE IN A ROCK LEDGE AT THE W EDGE OF THE HILL.
 CT1016'
 CT1016'ANOTHER REFERENCE MARK IS A DRILL HOLE WITH A TRIANGLE CHISELED
 CT1016'AROUND IT IN A ROCK LEDGE AT THE S EDGE OF THE HILL.
 CT1016'
 CT1016'AZIMUTH MARK (1937) IS A STANDARD DISK IN A LARGE ROCK ON THE
 CT1016'HIGHEST POINT OF LITTLE RATTLESNAKE MOUNTAIN 0.4 MILE N OF THE
 CT1016'STATION AND ABOUT 100 YARDS W OF A TURN IN THE ROAD.
 CT1016'
 CT1016'STATION IS REACHED FROM DESDEMONA HIGH SCHOOL BY GOING W 0.25
 CT1016'MILE TO A CROSS ROADS, THENCE TURN RIGHT AND GO N ON A GRADED
 CT1016'DIRT ROAD FOR 1.75 MILES TO A FORK, THENCE THE LEFT FORK NW
 CT1016'0.15 MILE TO A RAILROAD CROSSING, CROSS THE RAILROAD AND CONTINUE
 CT1016'N AND E ON A GRADED DIRT ROAD FOR 2.8 MILES TO A T-ROAD, THENCE
 CT1016'RIGHT (E) FOR 1 MILE TO T-ROAD, THENCE LEFT N AND E ON A GRADED
 CT1016'DIRT ROAD FOR 1.3 MILES TO A T-ROAD, THEN LEFT N AND E AND N ON
 CT1016'GRADED ROAD FOR 2.25 MILES TO A POINT ABOUT 300 YARDS E OF THE
 CT1016'STATION AND THE END OF TRUCK TRAVEL.
 CT1016'
 CT1016'REACHED FROM STRAWN DEPOT BY GOING S ON U.S. HIGHWAY 80 FOR
 CT1016'3.45 MILES TO THE JUNCTION OF STATE HIGHWAY 89, THEN THE LEFT
 CT1016'FORK S AND E ON 89 FOR 1.1 MILES TO A SIDE ROAD S (THIS POINT
 CT1016'IS 4.4 MILES W OF THURBER), THENCE LEAVE HIGHWAY 89, TURN
 CT1016'RIGHT AND GO S ON A MAIN GRADED DIRT ROAD FOR 8.7 MILES TO
 CT1016'T-ROADS, THEN TURN RIGHT AND GO W AND S ON A GRADED ROAD FOR
 CT1016'3.1 MILES TO A POINT ABOUT 300 YARDS E OF THE STATION AND THE
 CT1016'END OF TRUCK TRAVEL.  FROM HERE PACK W THROUGH PASTURE AND UP
 CT1016'HILL TO THE STATION.  ABOUT A 5-MINUTE PACK.
 CT1016'
 CT1016'ELEVATION OF THE STATION IS 493.2 METERS (1,618 FEET).
 CT1016
 CT1016                          STATION RECOVERY (1957)
 CT1016
 CT1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1016'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1016'CONDITION WITH THE EXCEPTION OF R.M. NO. 1.  THIS MARK WAS FOUND
 CT1016'TO BE LOOSE IN THE DRILL HOLE IN BOULDER.  THE DISK WAS CEMENTED
 CT1016'BACK IN THE SAME DRILL HOLE.  NO NEW MEASUREMENTS WERE TAKEN BUT
 CT1016'IF THERE IS ANY DIFFERENCE IN DISTANCE OR DIRECTION IT WOULD
 CT1016'BE VERY SLIGHT.
 CT1016'
 CT1016'DUE TO SOME ROAD CHANGES A NEW DESCRIPTION TO REACH FOLLOWS--
 CT1016'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 CT1016'16, ABOUT 10 MILES EAST OF RANGER AND ABOUT 4 MILES SOUTH OF
 CT1016'STRAWN, GO EAST ON U.S. 80 FOR 1.45 MILES TO A T-ROAD RIGHT, TURN
 CT1016'RIGHT AND FOLLOW MAIN ROAD SOUTHERLY FOR 8.7 MILES TO A
 CT1016'T-INTERSECTION, TURN RIGHT AND GO WEST AND SOUTH FOR 3.25 MILES
 CT1016'TO TOP OF GRADE AND END OF TRUCK TRAVEL.  PACK NORTHWEST FOR
 CT1016'ABOUT 300 YARDS TO TOP OF KNOLL AND STATION.  THE AZIMUTH MARK IS
 CT1016'ON THE SUMMIT OF THE KNOLL ABOUT 0.4 MILE NORTH OF STATION.
 CT1016'IT IS ABOUT 100 YARDS NORTH OF THE ROAD WHERE THE ROAD MAKES A
 CT1016'RIGHT ANGLE TURN.
 CT1016
 CT1016                          STATION RECOVERY (1959)
 CT1016
 CT1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (KMB)
 CT1016'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CT1016'IN GOOD CONDITION AS DESCRIBED.  NO ATTEMPT WAS MADE TO FIND
 CT1016'THE AZIMUTH MARK.
 CT1016'
 CT1016'TO REACH THE STATION SITE FROM DESDEMONA, GO NORTH ON S.H.
 CT1016'16 FOR 3.8 MILES TO A DIRT ROAD RIGHT.  TURN RIGHT (EAST)
 CT1016'FOR 1.07 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH AND EAST
 CT1016'FOR 1.33 MILES TO A T-ROAD.  TURN LEFT (NORTH) AND GO 2.1
 CT1016'MILES TO STATION ON LEFT AT TOP OF MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2706 ***********************************************************************
 AX2706  DESIGNATION -  RAUN RICE DRYER
 AX2706  PID         -  AX2706
 AX2706  STATE/COUNTY-  TX/WHARTON
 AX2706  USGS QUAD   -  HAHN (1981)
 AX2706
 AX2706                         *CURRENT SURVEY CONTROL
 AX2706  ___________________________________________________________________
 AX2706* NAD 83(1993)-  29 19 20.66711(N)    096 24 07.27264(W)     ADJUSTED  
 AX2706* NAVD 88     -                                                        
 AX2706  ___________________________________________________________________
 AX2706  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AX2706  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX2706
 AX2706  HORZ ORDER  -  THIRD
 AX2706
 AX2706.The horizontal coordinates were established by classical geodetic methods
 AX2706.and adjusted by the National Geodetic Survey in February 1996..
 AX2706
 AX2706
 AX2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2706
 AX2706.The geoid height was determined by GEOID03.
 AX2706
 AX2706;                    North         East     Units Scale Factor Converg.
 AX2706;SPC TXSC     - 4,167,831.154   852,299.516   MT  0.99986327   +1 16 22.0
 AX2706;SPC TXSC     -13,673,959.38  2,796,252.66   sFT  0.99986327   +1 16 22.0
 AX2706;UTM  14      - 3,246,508.927   752,299.143   MT  1.00038553   +1 16 22.7
 AX2706
 AX2706                          SUPERSEDED SURVEY CONTROL
 AX2706
 AX2706  NAD 83(1986)-  29 19 20.68094(N)    096 24 07.25819(W) AD(       ) 4
 AX2706  NAD 27      -  29 19 19.78922(N)    096 24 06.37539(W) AD(       ) 3
 AX2706
 AX2706.Superseded values are not recommended for survey control.
 AX2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2706.See file dsdata.txt to determine how the superseded data were derived.
 AX2706
 AX2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5229946509(NAD 83)
 AX2706
 AX2706  HISTORY     - Date     Condition        Report By
 AX2706  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2706
 AX2706                          STATION DESCRIPTION
 AX2706
 AX2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2706'THE STATION IS THE CORRUGATED METAL BUILDING LOCATED ABOUT 4 MILES
 AX2706'WEST OF NEW TAITON.  THE BUILDING IS 64 FEET HIGH.
 AX2706'
 AX2706'THE POINT INTERSECTED IS THE APPROXIMATE CENTER OF THE V-SHAPED ROOF
 AX2706'ON TOP OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1203 ***********************************************************************
 AH1203  DESIGNATION -  RAVEL
 AH1203  PID         -  AH1203
 AH1203  STATE/COUNTY-  TX/KLEBERG
 AH1203  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1203
 AH1203                         *CURRENT SURVEY CONTROL
 AH1203  ___________________________________________________________________
 AH1203* NAD 83(1993)-  27 32 05.45536(N)    097 14 43.56137(W)     ADJUSTED  
 AH1203* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1203  ___________________________________________________________________
 AH1203  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1203  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AH1203
 AH1203  HORZ ORDER  -  THIRD
 AH1203
 AH1203.The horizontal coordinates were established by classical geodetic methods
 AH1203.and adjusted by the National Geodetic Survey in February 1996..
 AH1203
 AH1203.The orthometric height was scaled from a topographic map.
 AH1203
 AH1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1203
 AH1203.The geoid height was determined by GEOID03.
 AH1203
 AH1203;                    North         East     Units Scale Factor Converg.
 AH1203;SPC TX S     - 5,207,597.856   423,917.589   MT  0.99993803   +0 34 10.5
 AH1203;SPC TX S     -17,085,260.63  1,390,802.96   sFT  0.99993803   +0 34 10.5
 AH1203;UTM  14      - 3,046,903.584   673,264.100   MT  0.99997057   +0 48 40.7
 AH1203
 AH1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1203!SPC TX S     -   1.00000373  x   0.99993803  =   0.99994176
 AH1203!UTM  14      -   1.00000373  x   0.99997057  =   0.99997430
 AH1203
 AH1203|---------------------------------------------------------------------|
 AH1203| PID    Reference Object                     Distance      Geod. Az  |
 AH1203|                                                           dddmmss.s |
 AH1203| CV2855 RAVEL RM 1                                         04105     |
 AH1203| AH1276 SANDHILL 2 1939                     APPROX. 1.3 KM 2351014.4 |
 AH1203|---------------------------------------------------------------------|
 AH1203
 AH1203                          SUPERSEDED SURVEY CONTROL
 AH1203
 AH1203  NAD 83(1986)-  27 32 05.46563(N)    097 14 43.53716(W) AD(       ) 3
 AH1203  NAD 27      -  27 32 04.31710(N)    097 14 42.57793(W) AD(       ) 3
 AH1203
 AH1203.Superseded values are not recommended for survey control.
 AH1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1203.See file dsdata.txt to determine how the superseded data were derived.
 AH1203
 AH1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7326446904(NAD 83)
 AH1203_MARKER: DE = TRAVERSE STATION DISK
 AH1203_SETTING: 0 = UNSPECIFIED SETTING
 AH1203
 AH1203  HISTORY     - Date     Condition        Report By
 AH1203  HISTORY     - 1968     MONUMENTED       CGS
 AH1203  HISTORY     - 1969     GOOD             CGS
 AH1203
 AH1203                          STATION DESCRIPTION
 AH1203
 AH1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1203'STATION IS LOCATED ON PADRE ISLAND ABOUT 20 MILES SOUTHEAST
 AH1203'OF CORPUS CHRISTI, AND ABOUT 24 MILES SOUTHWEST OF PORT ARANSAS.
 AH1203'
 AH1203'TO REACH FROM THE JUNCTION OF PARK ROAD 22 AND PARK ROAD 53
 AH1203'ON PADRE ISLAND, GO SOUTH SOUTHEAST ON PARK ROAD 22 FOR 2.05
 AH1203'MILES TO ROAD ON LEFT.  TURN LEFT, AND GO 0.3 MILE TO ROAD
 AH1203'ON RIGHT THAT PARALLELS TO BEACH.  TURN RIGHT, AND GO SOUTHWEST
 AH1203'0.2 MILE TO BOB HALL PIER (ALSO CALLED NUECES COUNTY PARK PIER).
 AH1203'ENTER HARD SAND BEACH, AND CONTINUE SOUTHWEST ON BEACH FOR
 AH1203'3.6 MILES TO STATION ON PROMINANT SAND DUNE ON RIGHT.
 AH1203'
 AH1203'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED RAVEL 1968
 AH1203'LEADED INTO THE TOP OF A 2 INCH GALVANIZED PIPE DRIVEN DEEP
 AH1203'INTO THE SAND AND PROJECTING 1 FOOT.  IT IS 354 FEET NORTHWEST
 AH1203'OF MHWL, 362.0 FEET SLOPE DISTANCE WEST SOUTHWEST OF R.M.
 AH1203'1, AND 5.0 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 AH1203'
 AH1203'R.M. 1 IS A STANDARD REFERENCE MARK DISK STAMPED RAVEL NO
 AH1203'1 1968 LEADED INTO THE TOP OF A 2 INCH GALVANIZED PIPE DRIVEN
 AH1203'DEEP INTO THE SAND AND PROJECTING 1 FOOT.  IT IS 255 FEET
 AH1203'NORTHWEST OF MHWL, 362.0 FEET SLOPE DISTANCE EAST NORTHEAST
 AH1203'OF RAVEL 1968, 15.0 FEET SOUTH OF A CEDAR WITNESS POST, AND
 AH1203'15.0 FEET EAST OF ANOTHER CEDAR WITNESS POST.
 AH1203
 AH1203                          STATION RECOVERY (1969)
 AH1203
 AH1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1203'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AH1203'BY J.K.W. IN 1968.  THE REFERENCE MARK HAS BEEN BENT OVER AND
 AH1203'THE DISK PARTLY REMOVED FROM THE PIPE AND IS OF LITTLE VALUE
 AH1203'EXCEPT FOR RECOVERY.  THE DESCRIPTION OF THE ROUTE TO THE
 AH1203'STATION IS CORRECT EXCEPT FOR THE LAST MILEAGE.  THE STATION
 AH1203'IS 3.7 MILES SOUTHEAST ALONG THE BEACH FROM THE NUECES COUNTY
 AH1203'PIER.
 AH1203'
 AH1203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 AH1203'SOUTHEAST OF CORPUS CHRISTI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1063 ***********************************************************************
 DN1063  DESIGNATION -  RAVEN
 DN1063  PID         -  DN1063
 DN1063  STATE/COUNTY-  TX/FANNIN
 DN1063  USGS QUAD   -  MULBERRY (1985)
 DN1063
 DN1063                         *CURRENT SURVEY CONTROL
 DN1063  ___________________________________________________________________
 DN1063* NAD 83(1993)-  33 38 52.18760(N)    096 18 40.32434(W)     ADJUSTED  
 DN1063* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 DN1063  ___________________________________________________________________
 DN1063  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DN1063  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DN1063
 DN1063  HORZ ORDER  -  THIRD
 DN1063
 DN1063.The horizontal coordinates were established by classical geodetic methods
 DN1063.and adjusted by the National Geodetic Survey in February 1996..
 DN1063
 DN1063.The orthometric height was scaled from a topographic map.
 DN1063
 DN1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1063
 DN1063.The geoid height was determined by GEOID03.
 DN1063
 DN1063;                    North         East     Units Scale Factor Converg.
 DN1063;SPC TXNC     - 2,221,810.870   803,012.772   MT  0.99992663   +1 11 37.5
 DN1063;SPC TXNC     - 7,289,391.16  2,634,551.07   sFT  0.99992663   +1 11 37.5
 DN1063;UTM  14      - 3,726,352.589   749,360.336   MT  1.00036665   +1 29 26.1
 DN1063
 DN1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1063!SPC TXNC     -   0.99997241  x   0.99992663  =   0.99989904
 DN1063!UTM  14      -   0.99997241  x   1.00036665  =   1.00033905
 DN1063
 DN1063|---------------------------------------------------------------------|
 DN1063| PID    Reference Object                     Distance      Geod. Az  |
 DN1063|                                                           dddmmss.s |
 DN1063| CY2948 RAVEN RM 1                           22.625 METERS 09211     |
 DN1063| DN1056 BONHAM MUNICIPAL TANK               APPROX.14.6 KM 1214501.6 |
 DN1063| DN1068 ECTOR MUNICIPAL TANK                APPROX. 8.4 KM 1554833.4 |
 DN1063| DN1066 SAVOY MUNICIPAL TANK                APPROX. 7.5 KM 2234323.5 |
 DN1063| CY2947 RAVEN AZ MK                                        2281319.0 |
 DN1063| CY2949 RAVEN RM 2                           15.755 METERS 35509     |
 DN1063|---------------------------------------------------------------------|
 DN1063
 DN1063                          SUPERSEDED SURVEY CONTROL
 DN1063
 DN1063  NAD 83(1993)-  33 38 52.18867(N)    096 18 40.32245(W) AD(       ) 3
 DN1063  NAD 83(1986)-  33 38 52.19426(N)    096 18 40.31530(W) AD(       ) 3
 DN1063  NAD 27      -  33 38 51.82060(N)    096 18 39.37840(W) AD(       ) 3
 DN1063
 DN1063.Superseded values are not recommended for survey control.
 DN1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1063.See file dsdata.txt to determine how the superseded data were derived.
 DN1063
 DN1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4936026353(NAD 83)
 DN1063_MARKER: DS = TRIANGULATION STATION DISK
 DN1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1063+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 DN1063
 DN1063  HISTORY     - Date     Condition        Report By
 DN1063  HISTORY     - 1955     MONUMENTED       CGS
 DN1063  HISTORY     - 1957     GOOD             CGS
 DN1063  HISTORY     - 19940402 GOOD             USPSQD
 DN1063  HISTORY     - 20020725 GOOD             INDIV
 DN1063
 DN1063                          STATION DESCRIPTION
 DN1063
 DN1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1063'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A LARGE
 DN1063'PASTURE AND ON THE PROPERTY OWNED BY MR. H.T. BELLOWS, ABOUT
 DN1063'9 MILES NORTHWEST OF BONHAM, 6 MILES NORTHEAST OF BELLS,
 DN1063'5-1/2 MILES NORTH NORTHWEST OF ECTOR, 4-1/2 MILES WEST
 DN1063'SOUTHWEST OF RAVENNA, 7 FEET NORTHWEST OF THE FENCECORNER,
 DN1063'25 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD AND 5.4
 DN1063'FEET NORTH OF A WHITE WITNESS POST.
 DN1063'
 DN1063'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FARM
 DN1063'ROAD 1752 IN SAVOY, GO NORTH, ON FARM ROAD 1752, 3.15 MILES
 DN1063'TO SIDE ROAD RIGHT.  TURN RIGHT, AND GO EAST 1.75 MILES TO FORKS.
 DN1063'TAKE LEFT FORK, AND GO EAST 0.75 MILE TO A T INTERSECTION.
 DN1063'TURN LEFT, AND GO NORTH 0.3 MILE TO THE AZIMUTH MARK.  CONTINUE
 DN1063'NORTH 0.15 MILE TO SIDE ROAD RIGHT.  TURN RIGHT, AND GO EAST
 DN1063'0.25 MILE TO A LARGE HOUSE AND THE STATION.
 DN1063'
 DN1063'THE STATION IS A STANDARD DISK, STAMPED RAVEN 1955, SET IN THE
 DN1063'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1063'ABOUT 6 INCHES.
 DN1063'
 DN1063'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED RAVEN
 DN1063'NO 1 1955, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 DN1063'WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION
 DN1063'AS THE STATION.  IT IS LOCATED 20 FEET NORTH OF THE CENTERLINE
 DN1063'OF THE DIRT ROAD AND 1 FOOT WEST OF THE FENCE CORNER.
 DN1063'
 DN1063'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED RAVEN
 DN1063'NO 2 1955, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 DN1063'WHICH PROJECTS ABOUT 1 INCH AND IS ABOUT THE SAME ELEVATION
 DN1063'AS THE STATION.  IT IS LOCATED 12 INCHES WEST OF A NORTH-SOUTH
 DN1063'FENCELINE.
 DN1063'
 DN1063'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RAVEN 1955,
 DN1063'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 DN1063'PROJECTS ABOUT 3 INCHES.  IT IS LOCATED ALONG THE EAST SIDE
 DN1063'OF A NORTH-SOUTH DIRT ROAD, 20 FEET EAST OF THE CENTERLINE
 DN1063'OF THE DIRT ROAD AND 8 INCHES WEST OF THE NORTH-SOUTH FENCELINE.
 DN1063'
 DN1063'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 DN1063
 DN1063                          STATION RECOVERY (1957)
 DN1063
 DN1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1063'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1063'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1063'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1063
 DN1063                          STATION RECOVERY (1994)
 DN1063
 DN1063'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1063'RECOVERED IN GOOD CONDITION.
 DN1063
 DN1063                          STATION RECOVERY (2002)
 DN1063
 DN1063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1063'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0846 ***********************************************************************
 CB0846  DESIGNATION -  RAWLINGS
 CB0846  PID         -  CB0846
 CB0846  STATE/COUNTY-  TX/COKE
 CB0846  USGS QUAD   -  SHAWVILLE (1987)
 CB0846
 CB0846                         *CURRENT SURVEY CONTROL
 CB0846  ___________________________________________________________________
 CB0846* NAD 83(1993)-  31 49 03.62196(N)    100 21 37.69728(W)     ADJUSTED  
 CB0846* NAVD 88     -       598.5    (meters)    1964.     (feet)  VERTCON   
 CB0846  ___________________________________________________________________
 CB0846  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CB0846  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 CB0846
 CB0846  HORZ ORDER  -  THIRD
 CB0846
 CB0846.The horizontal coordinates were established by classical geodetic methods
 CB0846.and adjusted by the National Geodetic Survey in February 1996..
 CB0846
 CB0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0846
 CB0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0846
 CB0846.The geoid height was determined by GEOID03.
 CB0846
 CB0846;                    North         East     Units Scale Factor Converg.
 CB0846;SPC TX C     - 3,238,459.957   697,430.615   MT  0.99998302   -0 00 50.3
 CB0846;SPC TX C     -10,624,847.38  2,288,153.61   sFT  0.99998302   -0 00 50.3
 CB0846;UTM  14      - 3,521,032.447   371,237.142   MT  0.99980448   -0 43 02.5
 CB0846
 CB0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0846!SPC TX C     -   0.99990994  x   0.99998302  =   0.99989296
 CB0846!UTM  14      -   0.99990994  x   0.99980448  =   0.99971444
 CB0846
 CB0846:                Primary Azimuth Mark                     Grid Az
 CB0846:SPC TX C     -  ROUSE                                    042 50 00.5
 CB0846:UTM  14      -  ROUSE                                    043 32 12.7
 CB0846
 CB0846|---------------------------------------------------------------------|
 CB0846| PID    Reference Object                     Distance      Geod. Az  |
 CB0846|                                                           dddmmss.s |
 CB0846| CB0839 ROUSE                               APPROX.12.9 KM 0424910.2 |
 CB0846| CB0847 GOLDBURG                            APPROX. 7.7 KM 1992549.4 |
 CB0846|---------------------------------------------------------------------|
 CB0846
 CB0846                          SUPERSEDED SURVEY CONTROL
 CB0846
 CB0846  NAD 83(1986)-  31 49 03.62749(N)    100 21 37.68306(W) AD(       ) 3
 CB0846  NAD 27      -  31 49 03.09761(N)    100 21 36.35445(W) AD(       ) 3
 CB0846  NGVD 29 (07/19/86)  598.3    (m)         1963.     (f) VERT ANG       
 CB0846
 CB0846.Superseded values are not recommended for survey control.
 CB0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0846.See file dsdata.txt to determine how the superseded data were derived.
 CB0846
 CB0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA7123721032(NAD 83)
 CB0846_MARKER: DD = SURVEY DISK
 CB0846_SETTING: 80 = SET IN A BOULDER
 CB0846_SP_SET: PARTIALLY EXPOSED BOULDER
 CB0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0846+STABILITY: SURFACE MOTION
 CB0846
 CB0846  HISTORY     - Date     Condition        Report By
 CB0846  HISTORY     - 1956     MONUMENTED       USGS
 CB0846
 CB0846                          STATION DESCRIPTION
 CB0846
 CB0846'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0846'STATION IS LOCATED ABOUT 9.0 MI. (AIRLINE) SE. OF ROBERT LEE AND
 CB0846'ABOUT 6.0 MI. (AIRLINE) SW. OF BRONTE ON THE S. AND HIGHEST POINT OF
 CB0846'A N-S. RIDGE.
 CB0846'
 CB0846'TO REACH FROM THE INTERSECTION OF TEXAS HIGHWAYS 208 AND 158 IN ROBERT
 CB0846'LEE, GO S. ON 208 7.3 MI. TO RD. E., GO LEFT (E.) ON RD. 5.5 MI. TO
 CB0846'TRACK RD. N. (ABOUT 300 FT. W. OF BRIDGE), GO LEFT (N.) ON MAIN
 CB0846'TRAVELED RD. 0.6 MI. TO GATE (STATION HILL IS VISIBLE FROM THIS GATE
 CB0846'ABOUT 1.0 MI. TO THE NNE.), CONTINUE ON N. ON TRACK RD. 1.6 MI. TO
 CB0846'PHONE LINE AND PIPE LINE, GO RIGHT (E.) ON PIPE LINE 0.2 MI., LEAVE
 CB0846'PIPE LINE DRIVE ACROSS COUNTRY TO S. 0.7 MI. TO HIGHEST POINT AND S.
 CB0846'END OF RIDGE AND STATION.
 CB0846'
 CB0846'STATION MARK--STANDARD TRIANGULATION TABLET STAMPED ---RAWLINGS
 CB0846'1956---, SET IN TOP OF A BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1122 ***********************************************************************
 CT1122  DESIGNATION -  RAY
 CT1122  PID         -  CT1122
 CT1122  STATE/COUNTY-  TX/CALLAHAN
 CT1122  USGS QUAD   -  OPLIN (1987)
 CT1122
 CT1122                         *CURRENT SURVEY CONTROL
 CT1122  ___________________________________________________________________
 CT1122* NAD 83(1993)-  32 09 31.07217(N)    099 32 22.52628(W)     ADJUSTED  
 CT1122* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 CT1122  ___________________________________________________________________
 CT1122  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CT1122  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CT1122
 CT1122  HORZ ORDER  -  SECOND
 CT1122
 CT1122.The horizontal coordinates were established by classical geodetic methods
 CT1122.and adjusted by the National Geodetic Survey in February 1996..
 CT1122
 CT1122.The orthometric height was scaled from a topographic map.
 CT1122
 CT1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1122
 CT1122.The geoid height was determined by GEOID03.
 CT1122
 CT1122;                    North         East     Units Scale Factor Converg.
 CT1122;SPC TXNC     - 2,055,040.727   501,937.599   MT  0.99999309   -0 34 01.2
 CT1122;SPC TXNC     - 6,742,246.12  1,646,773.61   sFT  0.99999309   -0 34 01.2
 CT1122;SPC TX C     - 3,276,535.692   774,879.593   MT  1.00008557   +0 24 31.8
 CT1122;SPC TX C     -10,749,767.52  2,542,250.80   sFT  1.00008557   +0 24 31.8
 CT1122;UTM  14      - 3,558,146.504   449,120.397   MT  0.99963192   -0 17 14.0
 CT1122
 CT1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1122!SPC TXNC     -   0.99990919  x   0.99999309  =   0.99990228
 CT1122!SPC TX C     -   0.99990919  x   1.00008557  =   0.99999475
 CT1122!UTM  14      -   0.99990919  x   0.99963192  =   0.99954114
 CT1122
 CT1122|---------------------------------------------------------------------|
 CT1122| PID    Reference Object                     Distance      Geod. Az  |
 CT1122|                                                           dddmmss.s |
 CT1122| CX8038 RAY RM 1                             18.349 METERS 18722     |
 CT1122| CX8037 RAY AZ MK                                          1903056.6 |
 CT1122| CX8039 RAY RM 2                             20.416 METERS 28805     |
 CT1122|---------------------------------------------------------------------|
 CT1122
 CT1122                          SUPERSEDED SURVEY CONTROL
 CT1122
 CT1122  NAD 83(1986)-  32 09 31.07908(N)    099 32 22.51362(W) AD(       ) 2
 CT1122  NAD 27      -  32 09 30.59240(N)    099 32 21.24030(W) AD(       ) 2
 CT1122
 CT1122.Superseded values are not recommended for survey control.
 CT1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1122.See file dsdata.txt to determine how the superseded data were derived.
 CT1122
 CT1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4912058147(NAD 83)
 CT1122_MARKER: DS = TRIANGULATION STATION DISK
 CT1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1122
 CT1122  HISTORY     - Date     Condition        Report By
 CT1122  HISTORY     - 1961     MONUMENTED       CGS
 CT1122
 CT1122                          STATION DESCRIPTION
 CT1122
 CT1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1122'THE STATION IS ABOUT 7 MILES SOUTH OF DENTON, 2 MILES NORTHEAST
 CT1122'OF OPLIN, AND IN THE NORTHWEST CORNER OF PASTURE LAND OWNED
 CT1122'BY MR. J.R. BREEDING.
 CT1122'
 CT1122'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 604 AND
 CT1122'A GRAVELED SIDE ROAD, AT THE SOUTHWEST CORNER OF THE SCHOOL
 CT1122'HOUSE IN THE NORTH PART OF OPLIN, GO EAST ON THE GRAVELED ROAD
 CT1122'FOR 0.85 MILE TO A METAL WITNESS POST AND THE AZIMUTH MARK
 CT1122'ON THE RIGHT, SOUTH SIDE.  CONTINUE AHEAD EAST FOR 0.15 MILE
 CT1122'TO A T-JUNCTION LEFT.  TURN LEFT AND GO NORTH ON GRAVELED
 CT1122'ROAD FOR 1.0 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT
 CT1122'PASSING THROUGH GATE AND THEN TURN LEFT AND FOLLOW ALONG THE
 CT1122'EAST SIDE OF FENCE FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CT1122'
 CT1122'THE STATION IS A STANDARD DISK STAMPED RAY 1961 SET IN THE TOP
 CT1122'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 CT1122'IT IS 27 FEET EAST OF THE CENTERLINE OF GRAVELED ROAD, 20.5
 CT1122'FEET SOUTH SOUTHEAST OF A T-FENCE CORNER, AND 7 FEET NORTHEAST
 CT1122'OF A METAL WITNESS POST.
 CT1122'
 CT1122'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED RAY NO.
 CT1122'1 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CT1122'WHICH PROJECTS 4 INCHES.  IT IS THE SAME ELEVATION AS THE
 CT1122'STATION.  IT IS 23 FEET EAST OF THE CENTERLINE OF GRAVELED
 CT1122'ROAD, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 CT1122'
 CT1122'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED RAY NO.
 CT1122'2 1961 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CT1122'WHICH PROJECTS 4 INCHES AND IS THE SAME ELEVATION AS THE STATION.
 CT1122'IT IS 32 FEET WEST OF THE CENTERLINE OF GRAVELED ROAD, AND
 CT1122'2 FEET EAST OF A T-FENCE CORNER.
 CT1122'
 CT1122'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RAY 1961 SET IN
 CT1122'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CT1122'4 INCHES.  IT IS 27 FEET SOUTH OF THE CENTERLINE OF GRAVELED
 CT1122'ROAD, 3 FEET EAST OF A METAL WITNESS POST, AND 1 FOOT NORTH
 CT1122'OF A EAST-WEST FENCE LINE.
 CT1122'
 CT1122'HEIGHT OF LIGHT ABOVE STATION MARK 2.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0710 ***********************************************************************
 DO0710  DESIGNATION -  RAY
 DO0710  PID         -  DO0710
 DO0710  STATE/COUNTY-  TX/CLAY
 DO0710  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0710
 DO0710                         *CURRENT SURVEY CONTROL
 DO0710  ___________________________________________________________________
 DO0710* NAD 83(1993)-  33 53 06.70396(N)    098 25 14.78236(W)     ADJUSTED  
 DO0710* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 DO0710  ___________________________________________________________________
 DO0710  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 DO0710  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DO0710
 DO0710  HORZ ORDER  -  THIRD
 DO0710
 DO0710.The horizontal coordinates were established by classical geodetic methods
 DO0710.and adjusted by the National Geodetic Survey in February 1996..
 DO0710
 DO0710.The orthometric height was scaled from a topographic map.
 DO0710
 DO0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0710
 DO0710.The geoid height was determined by GEOID03.
 DO0710
 DO0710;                    North         East     Units Scale Factor Converg.
 DO0710;SPC TXNC     - 2,246,025.546   607,329.053   MT  0.99997829   +0 02 35.6
 DO0710;SPC TXNC     - 7,368,835.48  1,992,545.40   sFT  0.99997829   +0 02 35.6
 DO0710;UTM  14      - 3,749,577.757   553,562.570   MT  0.99963537   +0 19 22.6
 DO0710
 DO0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0710!SPC TXNC     -   0.99995533  x   0.99997829  =   0.99993362
 DO0710!UTM  14      -   0.99995533  x   0.99963537  =   0.99959071
 DO0710
 DO0710|---------------------------------------------------------------------|
 DO0710| PID    Reference Object                     Distance      Geod. Az  |
 DO0710|                                                           dddmmss.s |
 DO0710| CX8041 RAY RM 1                             28.998 METERS 02428     |
 DO0710| CX8042 RAY RM 2                             25.125 METERS 12525     |
 DO0710| DO0787 WICHITA FALLS SW MUN TANK           APPROX.10.6 KM 2650938.7 |
 DO0710| DO0791 WICHITA FALLS TV KFDX MAST          APPROX.12.8 KM 2722524.8 |
 DO0710| DO0788 WICHITA FALLS TV KAUZ MAST          APPROX.11.1 KM 2791813.7 |
 DO0710| CX8040 RAY AZ MK                                          2922723.6 |
 DO0710| DO0784 AIRPORT BCN SHEPPARD AFB            APPROX.12.0 KM 3182055.2 |
 DO0710|---------------------------------------------------------------------|
 DO0710
 DO0710                          SUPERSEDED SURVEY CONTROL
 DO0710
 DO0710  NAD 83(1993)-  33 53 06.70404(N)    098 25 14.78207(W) AD(       ) 3
 DO0710  NAD 83(1986)-  33 53 06.70713(N)    098 25 14.76884(W) AD(       ) 3
 DO0710  NAD 27      -  33 53 06.35509(N)    098 25 13.58385(W) AD(       ) 3
 DO0710
 DO0710.Superseded values are not recommended for survey control.
 DO0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0710.See file dsdata.txt to determine how the superseded data were derived.
 DO0710
 DO0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5356349578(NAD 83)
 DO0710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0710
 DO0710  HISTORY     - Date     Condition        Report By
 DO0710  HISTORY     - 1965     MONUMENTED       CGS
 DO0710
 DO0710                          STATION DESCRIPTION
 DO0710
 DO0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0710'THE STATION IS 6 MILES EAST OF WICHITA FALLS, 3-1/2 MILES
 DO0710'WEST-NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 82 AND FARM ROAD
 DO0710'2393, IN JOLLY, AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82.
 DO0710'
 DO0710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82,
 DO0710'287 AND STATE HIGHWAY 79, ABOUT 3 MILES EAST OF THE CENTER OF
 DO0710'WICHITA FALLS, GO SOUTHEAST ON HIGHWAY 82 FOR 1.7 MILES TO THE
 DO0710'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY 82
 DO0710'FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT.  BEAR LEFT AND GO
 DO0710'EASTERLY ON PAVED ROAD (OLD HIGHWAY) FOR 0.2 MILE TO A HOUSE
 DO0710'ON THE LEFT AND THE STATION ON THE RIGHT.
 DO0710'
 DO0710'STATION MARK IS A STANDARD DISK STAMPED RAY 1965, SET IN THE TOP
 DO0710'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FLUSH WITH THE
 DO0710'SURFACE.  IT IS 115 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 64
 DO0710'FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY AND 61 FEET
 DO0710'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY 82.
 DO0710'
 DO0710'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAY NO 1 1965,
 DO0710'IS SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0710'THAT PROJECTS 5 INCHES.  IT IS 50 FEET EAST OF A CORNER FENCE
 DO0710'POST, 31 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY AND
 DO0710'1 FOOT SOUTH OF AN EAST-WEST FENCE.
 DO0710'
 DO0710'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RAY NO 2 1965, IS
 DO0710'CEMENTED IN A DRILL HOLE IN BEDROCK, 2 BY 4 FEET EXPOSED AND
 DO0710'FLUSH WITH THE SURROUNDING SURFACE.  IT IS 79 FEET SOUTH OF THE
 DO0710'CENTERLINE OF THE OLD HIGHWAY, 46.5 FEET NORTH-NORTHEAST OF
 DO0710'THE CENTERLINE OF HIGHWAY 82, 35.5 FEET WEST OF A TELEPHONE
 DO0710'POLE AND 2 FEET NORTH OF THE TOP OF THE CUTBANK ALONG THE
 DO0710'NORTH SIDE OF HIGHWAY 82.
 DO0710'
 DO0710'AZIMUTH MARK IS A STANDARD DISK STAMPED RAY 1965, SET IN THE
 DO0710'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0710'3 INCHES.  IT IS 120 FEET WEST-NORTHWEST OF THE WEST END OF A
 DO0710'CONCRETE CULVERT, 38 FEET NORTH-NORTHEAST OF THE NORTH RAIL OF
 DO0710'RAILROAD TRACKS, 37.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 DO0710'OF HIGHWAY 82 AND 2 FEET EAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0958 ***********************************************************************
 EM0958  DESIGNATION -  RAY
 EM0958  PID         -  EM0958
 EM0958  STATE/COUNTY-  TX/FOARD
 EM0958  USGS QUAD   -  RAYLAND (1983)
 EM0958
 EM0958                         *CURRENT SURVEY CONTROL
 EM0958  ___________________________________________________________________
 EM0958* NAD 83(1993)-  34 01 33.83593(N)    099 29 07.22737(W)     ADJUSTED  
 EM0958* NAVD 88     -       411.4    (meters)    1350.     (feet)  VERTCON   
 EM0958  ___________________________________________________________________
 EM0958  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 EM0958  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 EM0958
 EM0958  HORZ ORDER  -  SECOND
 EM0958
 EM0958.The horizontal coordinates were established by classical geodetic methods
 EM0958.and adjusted by the National Geodetic Survey in February 1996..
 EM0958
 EM0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0958
 EM0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0958
 EM0958.The geoid height was determined by GEOID03.
 EM0958
 EM0958;                    North         East     Units Scale Factor Converg.
 EM0958;SPC TXNC     - 2,262,075.040   508,997.079   MT  1.00001711   -0 32 14.6
 EM0958;SPC TXNC     - 7,421,491.19  1,669,934.58   sFT  1.00001711   -0 32 14.6
 EM0958;UTM  14      - 3,765,152.272   455,193.309   MT  0.99962475   -0 16 17.7
 EM0958
 EM0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0958!SPC TXNC     -   0.99993991  x   1.00001711  =   0.99995702
 EM0958!UTM  14      -   0.99993991  x   0.99962475  =   0.99956469
 EM0958
 EM0958:                Primary Azimuth Mark                     Grid Az
 EM0958:SPC TXNC     -  RAY AZ MK                                041 16 54.3
 EM0958:UTM  14      -  RAY AZ MK                                041 00 57.4
 EM0958
 EM0958|---------------------------------------------------------------------|
 EM0958| PID    Reference Object                     Distance      Geod. Az  |
 EM0958|                                                           dddmmss.s |
 EM0958| CX8043 RAY AZ MK                                          0404439.7 |
 EM0958| EM0957 RAY 1969 RM 1                        15.345 METERS 04311     |
 EM0958| CX8044 RAY RM 2                             15.564 METERS 21852     |
 EM0958|---------------------------------------------------------------------|
 EM0958
 EM0958                          SUPERSEDED SURVEY CONTROL
 EM0958
 EM0958  NAD 83(1993)-  34 01 33.83628(N)    099 29 07.22733(W) AD(       ) 2
 EM0958  NAD 83(1986)-  34 01 33.84315(N)    099 29 07.21777(W) AD(       ) 2
 EM0958  NAD 27      -  34 01 33.53111(N)    099 29 05.90575(W) AD(       ) 2
 EM0958  NGVD 29 (07/19/86)  411.3    (m)         1349.     (f) VERT ANG       
 EM0958
 EM0958.Superseded values are not recommended for survey control.
 EM0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0958.See file dsdata.txt to determine how the superseded data were derived.
 EM0958
 EM0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5519365152(NAD 83)
 EM0958_MARKER: DS = TRIANGULATION STATION DISK
 EM0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0958
 EM0958  HISTORY     - Date     Condition        Report By
 EM0958  HISTORY     - 1969     MONUMENTED       CGS
 EM0958
 EM0958                          STATION DESCRIPTION
 EM0958
 EM0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0958'NO MEASUREMENT BETWEEN RMS.  THEY ARE NEAR 180 DEGREES.
 EM0958'
 EM0958'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THALIA, 3 MILES
 EM0958'SOUTH OF THE PEASE RIVER, 15 MILES EAST-NORTHEAST OF CROWELL, AND 1
 EM0958'MILE WEST OF THE WILBARGER-FOARD COUNTY LINE.
 EM0958'
 EM0958'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM
 EM0958'ROAD 262 IN THALIA, GO NORTHEASTERLY ON U.S. 70 FOR 4.3 MILES TO THE
 EM0958'STATION ON THE LEFT JUST BEFORE REACHING A DIAGONAL CROSSROAD.
 EM0958'
 EM0958'THE STATION MARK IS A STANDARD DISK STAMPED RAY 1969 SET IN THE TOP
 EM0958'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 EM0958'39.4 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 70 AND 217 FEET
 EM0958'SOUTHWEST OF A DIAGONAL DIRT CROSSROAD.
 EM0958'
 EM0958'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RAY NO 1 1969, SET IN THE
 EM0958'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 EM0958'35.5 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 70, 5 FEET
 EM0958'SOUTHEAST OF THE SOUTHEAST EDGE OF A CULTIVATED FIELD AND 167 FEET
 EM0958'SOUTHWEST OF A DIAGONAL DIRT CROSSROAD.
 EM0958'
 EM0958'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RAY NO 2 1969, SET IN
 EM0958'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.
 EM0958'IT IS 40 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 70, 6 FEET
 EM0958'SOUTHEAST OF THE SOUTHEAST EDGE OF A CULTIVATED FIELD AND 268
 EM0958'FEET SOUTHWEST OF A DIAGONAL DIRT CROSSROAD.
 EM0958'
 EM0958'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTHEAST ON
 EM0958'U.S. HIGHWAY 70 FOR 0.4 MILE AND THE MARK ON THE RIGHT.
 EM0958'
 EM0958'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RAY 1969, SET IN THE TOP
 EM0958'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.  IT IS 43
 EM0958'FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 70, 200 FEET NORTHEAST
 EM0958'OF A TRACK ROAD INTO A FIELD, AND 7 FEET NORTHWEST OF A CULTIVATED
 EM0958'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0909 ***********************************************************************
 GK0909  DESIGNATION -  RAY
 GK0909  PID         -  GK0909
 GK0909  STATE/COUNTY-  TX/MOORE
 GK0909  USGS QUAD   -  SUNRAY (1972)
 GK0909
 GK0909                         *CURRENT SURVEY CONTROL
 GK0909  ___________________________________________________________________
 GK0909* NAD 83(1993)-  36 00 33.84243(N)    101 45 24.74551(W)     ADJUSTED  
 GK0909* NAVD 88     -      1063.     (meters)    3488.     (feet)  SCALED    
 GK0909  ___________________________________________________________________
 GK0909  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 GK0909  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 GK0909
 GK0909  HORZ ORDER  -  SECOND
 GK0909
 GK0909.The horizontal coordinates were established by classical geodetic methods
 GK0909.and adjusted by the National Geodetic Survey in February 1996..
 GK0909
 GK0909.The orthometric height was scaled from a topographic map.
 GK0909
 GK0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0909
 GK0909.The geoid height was determined by GEOID03.
 GK0909
 GK0909;                    North         East     Units Scale Factor Converg.
 GK0909;SPC TX N     - 1,222,951.610   176,842.923   MT  0.99996406   -0 08 55.9
 GK0909;SPC TX N     - 4,012,300.41    580,192.16   sFT  0.99996406   -0 08 55.9
 GK0909;UTM  14      - 3,988,507.149   251,529.166   MT  1.00036079   -1 37 17.9
 GK0909
 GK0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0909!SPC TX N     -   0.99983743  x   0.99996406  =   0.99980149
 GK0909!UTM  14      -   0.99983743  x   1.00036079  =   1.00019816
 GK0909
 GK0909|---------------------------------------------------------------------|
 GK0909| PID    Reference Object                     Distance      Geod. Az  |
 GK0909|                                                           dddmmss.s |
 GK0909| CM9853 RAY RM 1                              6.462 METERS 08302     |
 GK0909| CM9854 RAY RM 2                             22.953 METERS 18115     |
 GK0909| CM9852 RAY AZ MK                                          2683255.5 |
 GK0909| GK0906 SUNRAY MUNICIPAL TANK               APPROX. 5.9 KM 2792833.9 |
 GK0909|---------------------------------------------------------------------|
 GK0909
 GK0909                          SUPERSEDED SURVEY CONTROL
 GK0909
 GK0909  NAD 83(1993)-  36 00 33.84210(N)    101 45 24.74543(W) AD(       ) 2
 GK0909  NAD 83(1986)-  36 00 33.85116(N)    101 45 24.73355(W) AD(       ) 2
 GK0909  NAD 27      -  36 00 33.72000(N)    101 45 23.12500(W) AD(       ) 2
 GK0909
 GK0909.Superseded values are not recommended for survey control.
 GK0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0909.See file dsdata.txt to determine how the superseded data were derived.
 GK0909
 GK0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5152988507(NAD 83)
 GK0909_MARKER: DS = TRIANGULATION STATION DISK
 GK0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0909
 GK0909  HISTORY     - Date     Condition        Report By
 GK0909  HISTORY     - 1953     MONUMENTED       CGS
 GK0909  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0909
 GK0909                          STATION DESCRIPTION
 GK0909
 GK0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0909'STATION IS LOCATED ALONG THE NORTH SIDE OF AN EAST-WEST GRADED
 GK0909'ROAD, AIRLINE, ABOUT 3-1/2 MILES NORTH OF SOUTH PALODURO CREEK,
 GK0909'4 MILES EAST SOUTHEAST OF SUNRAY, 16 MILES NORTHEAST OF DUMAS
 GK0909'AND ON THE ROAD RIGHT-OF-WAY PROPERTY.
 GK0909'
 GK0909'STATION IS REACHED AS FOLLOWS.  FROM THE U.S. POST OFFICE IN
 GK0909'SUNRAY, GO WEST FOR 1 BLOCK, TURN LEFT, SOUTH ON U.S. HIGHWAY
 GK0909'287 AND GO 0.3 MILE.  CONTINUE STRAIGHT AHEAD, ON GRADED ROAD,
 GK0909'AND GO 0.4 MILE.  TURN LEFT, EAST, AND GO 3.2 MILES TO THE
 GK0909'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE
 GK0909'TO THE STATION ON THE LEFT.
 GK0909'
 GK0909'STATION MARK, STAMPED RAY 1953, IS A STANDARD DISK SET IN THE
 GK0909'TOP OF A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 37.3
 GK0909'FEET NORTH OF THE CENTERLINE OF THE ROAD, 9.8 FEET EAST OF A
 GK0909'WITNESS POST AND 3.9 FEET SOUTH OF THE FENCE LINE.
 GK0909'
 GK0909'REFERENCE MARK NUMBER 1, STAMPED RAY NO 1 1953, IS A STANDARD
 GK0909'DISK SET IN THE TOP OF ROUND CONCRETE POST 12 INCHES IN DIAMETER,
 GK0909'PROJECTING 2 INCHES AND 8 INCHES HIGHER THAN THE STATION.  IT
 GK0909'IS 39.0 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 2.0 FEET
 GK0909'SOUTH OF A FENCE LINE.
 GK0909'
 GK0909'REFERENCE MARK NUMBER 2, STAMPED RAY NO 2 1953, IS A STANDARD
 GK0909'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK0909'DIAMETER, PROJECTING 3 INCHES AND AT THE SAME ELEVATION AS THE
 GK0909'STATION.  IT IS 38.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 GK0909'AND 1.5 FEET NORTH OF THE FENCE LINE.
 GK0909'
 GK0909'AZIMUTH MARK, STAMPED RAY 1953, IS A STANDARD DISK SET IN THE
 GK0909'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 GK0909'2 INCHES.  IT IS 36.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GK0909'2.0 FEET NORTH OF A FENCE LINE AND 4.0 FEET EAST OF A GATE POST.
 GK0909'
 GK0909'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GK0909
 GK0909                          STATION RECOVERY (1972)
 GK0909
 GK0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DD)
 GK0909'SEARCHED FOR NOT FOUND BELIEVED DESTROYED IN FARMING OR ROAD
 GK0909'BUILDING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0720 ***********************************************************************
 CC0720  DESIGNATION -  RAY
 CC0720  PID         -  CC0720
 CC0720  STATE/COUNTY-  TX/MIDLAND
 CC0720  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0720
 CC0720                         *CURRENT SURVEY CONTROL
 CC0720  ___________________________________________________________________
 CC0720* NAD 83(1993)-  31 56 23.39355(N)    102 00 23.26798(W)     ADJUSTED  
 CC0720* NAVD 88     -       842.7    (meters)    2765.     (feet)  VERTCON   
 CC0720  ___________________________________________________________________
 CC0720  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CC0720  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CC0720
 CC0720  HORZ ORDER  -  SECOND
 CC0720
 CC0720.The horizontal coordinates were established by classical geodetic methods
 CC0720.and adjusted by the National Geodetic Survey in February 1996..
 CC0720
 CC0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0720
 CC0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0720
 CC0720.The geoid height was determined by GEOID03.
 CC0720
 CC0720;                    North         East     Units Scale Factor Converg.
 CC0720;SPC TX C     - 3,253,194.890   541,801.020   MT  1.00001567   -0 51 42.3
 CC0720;SPC TX C     -10,673,190.23  1,777,558.85   sFT  1.00001567   -0 51 42.3
 CC0720;UTM  13      - 3,537,679.746   782,997.136   MT  1.00058782   +1 35 05.0
 CC0720;UTM  14      - 3,537,713.641   215,780.333   MT  1.00059637   -1 35 29.7
 CC0720
 CC0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0720!SPC TX C     -   0.99987156  x   1.00001567  =   0.99988723
 CC0720!UTM  13      -   0.99987156  x   1.00058782  =   1.00045930
 CC0720!UTM  14      -   0.99987156  x   1.00059637  =   1.00046785
 CC0720
 CC0720:                Primary Azimuth Mark                     Grid Az
 CC0720:SPC TX C     -  AIRWAYS BEACON 26                        020 42 32.0
 CC0720:UTM  13      -  AIRWAYS BEACON 26                        018 15 44.7
 CC0720:UTM  14      -  AIRWAYS BEACON 26                        021 26 19.4
 CC0720
 CC0720|---------------------------------------------------------------------|
 CC0720| PID    Reference Object                     Distance      Geod. Az  |
 CC0720|                                                           dddmmss.s |
 CC0720| CU1130 AIRWAYS BEACON 26                   APPROX.16.2 KM 0195049.7 |
 CC0720| CI0281 RAY RM 1                             24.303 METERS 05320     |
 CC0720| CI0282 RAY RM 2                             34.219 METERS 21016     |
 CC0720| CI0280 RAY AZ MK                                          2631638.8 |
 CC0720| CC0721 MIDLAND PETROLEUM BLDG STACK        APPROX. 9.3 KM 3143553.4 |
 CC0720|---------------------------------------------------------------------|
 CC0720
 CC0720                          SUPERSEDED SURVEY CONTROL
 CC0720
 CC0720  NAD 83(1986)-  31 56 23.39743(N)    102 00 23.25907(W) AD(       ) 2
 CC0720  NAD 27      -  31 56 22.94800(N)    102 00 21.77600(W) AD(       ) 2
 CC0720  NGVD 29 (07/19/86)  842.3    (m)         2763.     (f) VERT ANG       
 CC0720
 CC0720.Superseded values are not recommended for survey control.
 CC0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0720.See file dsdata.txt to determine how the superseded data were derived.
 CC0720
 CC0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR8299737680(NAD 83)
 CC0720_MARKER: DS = TRIANGULATION STATION DISK
 CC0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0720
 CC0720  HISTORY     - Date     Condition        Report By
 CC0720  HISTORY     - 1935     MONUMENTED       CGS
 CC0720  HISTORY     - 1938     SEE DESCRIPTION  TXHD
 CC0720  HISTORY     - 1939     GOOD             TSI
 CC0720  HISTORY     - 1968     GOOD             CGS
 CC0720  HISTORY     - 1970     GOOD             NGS
 CC0720
 CC0720                          STATION DESCRIPTION
 CC0720
 CC0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0720'STATION LIES 139 FEET SW OF SW CORNER OF FARMHOUSE OF D.A.
 CC0720'RAY WHICH IS 6 MILES AIRLINE SE OF MIDLAND.  STATION IS 45
 CC0720'YARS S OF WINDMILL, 76 FEET W OF FENCE, AND PROJECTS 5 INCHES.
 CC0720'
 CC0720'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0720'BRONZE DISKS SET IN CONCRETE.
 CC0720'
 CC0720'REFERENCE MARK NO. 1 IS NE OF STATION, 1 FOOT W OF FENCE,
 CC0720'77 FEET SW OF SW CORNER OF FARMHOUSE, AND PROJECTS 6 INCHES.
 CC0720'
 CC0720'REFERENCE MARK NO. 2 IS SW OF STATION, 1 FOOT N OF FENCE,
 CC0720'AND PROJECTS 5 INCHES.
 CC0720'
 CC0720'AZIMUTH MARK IS WSW OF STATION, 10 FEET E OF FENCE CORNER,
 CC0720'50 YARDS NE OF A FARMHOUSE, 45 FEET S OF CENTER OF GRADED
 CC0720'ROAD, AND PROJECTS 6 INCHES.
 CC0720'
 CC0720'REACHED FROM MIDLAND COURTHOUSE BY DRIVING W ON U.S. HIGHWAY
 CC0720'80 FOR TWO BLOCKS, TURN LEFT OR S AND GO 3.8 MILES ON THE
 CC0720'MIDLAND-RANKIN HIGHWAY, TURN LEFT OR E FOR 2.0 MILES TURN
 CC0720'RIGHT OR S 1.0 MILE, TURN LEFT OR E 1.3 MILES, TURN RIGHT OR
 CC0720'S THROUGH GATE GOING 0.1 MILE TO NE CORNER OF RAY FARMYARD
 CC0720'THENCE W ABOUT 50 YARDS, THROUGH GATE TO STATION.
 CC0720'
 CC0720'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATIONS SCAR AND
 CC0720'BRYANT.
 CC0720'
 CC0720'A 35-FOOT TOWER CLEARS ALL LINES.
 CC0720
 CC0720                          STATION RECOVERY (1938)
 CC0720
 CC0720'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0720'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CC0720'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CC0720
 CC0720                          STATION RECOVERY (1939)
 CC0720
 CC0720'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0720'STATION MARK IN GOOD CONDITION, HOWEVER SAND EROSION HAS
 CC0720'UNCOVERED MARK AN ADDITIONAL 5 INCHES.
 CC0720
 CC0720                          STATION RECOVERY (1968)
 CC0720
 CC0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CC0720'*MR. COBURN, UTILITY DATA CORP., KANSAS CITY, MO. REPORTS
 CC0720'THAT THIS STATION WAS RECOVERED IN EXCELLENT CONDITION.  NO
 CC0720'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.  A NEW TO REACH
 CC0720'FOLLOWS.
 CC0720'
 CC0720'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE
 CC0720'HIGHWAY 349 IN MIDLAND, DRIVE SOUTH ON STATE HIGHWAY 349
 CC0720'FOR 5.0 MILES TO ROBERTS ROAD.  TURN LEFT AND GO EAST FOR
 CC0720'3.3 MILES TO A FARM ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 CC0720'FOR 0.1 MILE TO THE RAY FARMYARD.  STATION IS ABOUT 50 YARDS
 CC0720'WEST OF THIS POINT.
 CC0720'
 CC0720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 CC0720'SE OF MIDLAND
 CC0720
 CC0720                          STATION RECOVERY (1970)
 CC0720
 CC0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0720'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 CC0720'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A SMALL
 CC0720'DIFFERENCE WAS FOUND IN THE MEASUREMENTS TO THE MARKS, BUT
 CC0720'THE ANGLE CHECKED.
 CC0720'
 CC0720'A NEW DESCRIPTION FOLLOWS--
 CC0720'
 CC0720'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF MIDLAND,
 CC0720'AT THE TOP OF A SMALL HILL NEAR A SET OF DILAPITATED AND
 CC0720'UNOCCUPIED FARM BUILDINGS, ON PROPERTY OWNED BY THE D.A. RAY
 CC0720'ESTATE.
 CC0720'
 CC0720'THE STATION MARK IS A STANDARD DISK STAMPED RAY 1935, SET
 CC0720'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS
 CC0720'140 FEET SOUTH OF A WINDMILL, 139 FEET SOUTH-SOUTHWEST OF
 CC0720'SOUTHWEST CORNER OF HOUSE, AND 1.7 FEET SOUTHEAST OF A METAL
 CC0720'WITNESS POST.
 CC0720'
 CC0720'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED RAY NO 1 1935,
 CC0720'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 12-INCHES.
 CC0720'IT IS 131 FEET SOUTHEAST OF THE WINDMILL, AND 77 FEET SOUTH
 CC0720'OF THE SOUTHWEST CORNER OF HOUSE.
 CC0720'
 CC0720'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED RAY NO 2 1935,
 CC0720'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 CC0720'IT IS 22 FEET NORTHEAST OF A FENCE CORNER, 1.0 FOOT NORTH OF
 CC0720'A FENCE LINE, AND 1.2 FEET NORTHEAST OF A METAL WITNESS POST.
 CC0720'
 CC0720'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO DENSE
 CC0720'BRUSH.
 CC0720'
 CC0720'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED RAY
 CC0720'AZIMUTH 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CC0720'12-INCHES.  IT IS 108 FEET NORTHEAST OF THE NORTHEAST CORNER
 CC0720'OF MR. J.D. BARTLETTS HOUSE, 47 FEET EAST OF MAILBOX, 34
 CC0720'FEET SOUTH OF CENTER OF PAVED ROAD, 14 FEET EAST OF A POWER
 CC0720'POLE, AND 1.3 FEET EAST OF A METAL WITNESS POST.
 CC0720'
 CC0720'TO REACH THE STATION FROM THE MIDLAND COUNTY COURTHOUSE IN
 CC0720'MIDLAND, GO WEST ON WALL STREET (BUS. U.S. HIGHWAY 80) FOR
 CC0720'0.15 MILE TO THE INTERSECTION WITH STATE HIGHWAY 349, TURN
 CC0720'LEFT, SOUTH, AND GO 1.75 MILES TO INTERSTATE HIGHWAY 20,
 CC0720'PASS UNDER HIGHWAY 20 AND CONTINUE SOUTH ON HIGHWAY 349 FOR
 CC0720'2.1 MILES TO A CROSSROAD, TURN LEFT, EAST, AND FOLLOW A
 CC0720'GRADED ROAD FOR 2.05 MILES TO A T ROAD INTERSECTION, TURN
 CC0720'RIGHT, SOUTH, ON PAVED ROAD AND GO 1.05 MILE TO A PAVED
 CC0720'CROSSROAD, TURN LEFT, EAST, AND GO 0.5 MILE TO THE AZIMUTH
 CC0720'MARK ON THE RIGHT, CONTINUE EAST 0.5 MILE TO A CROSSROAD,
 CC0720'CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A METAL GATE ON
 CC0720'THE RIGHT INTO FARM YARD AND STATION ABOUT 0.1 MILE SOUTH
 CC0720'OF THE GATE.
 CC0720'
 CC0720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 CC0720'MILES SOUTHEAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1588 ***********************************************************************
 AB1588  DESIGNATION -  RAYMOND
 AB1588  PID         -  AB1588
 AB1588  STATE/COUNTY-  TX/WILLACY
 AB1588  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB1588
 AB1588                         *CURRENT SURVEY CONTROL
 AB1588  ___________________________________________________________________
 AB1588* NAD 83(1993)-  26 28 57.14592(N)    097 44 21.02798(W)     ADJUSTED  
 AB1588* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 AB1588  ___________________________________________________________________
 AB1588  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AB1588  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AB1588
 AB1588  HORZ ORDER  -  FIRST
 AB1588
 AB1588.The horizontal coordinates were established by classical geodetic methods
 AB1588.and adjusted by the National Geodetic Survey in February 1996..
 AB1588
 AB1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1588
 AB1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1588
 AB1588.The geoid height was determined by GEOID03.
 AB1588
 AB1588;                    North         East     Units Scale Factor Converg.
 AB1588;SPC TX S     - 5,090,621.584   375,852.874   MT  0.99993546   +0 20 43.5
 AB1588;SPC TX S     -16,701,480.98  1,233,110.64   sFT  0.99993546   +0 20 43.5
 AB1588;UTM  14      - 2,929,740.581   625,666.674   MT  0.99979497   +0 33 44.3
 AB1588
 AB1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1588!SPC TX S     -   1.00000215  x   0.99993546  =   0.99993761
 AB1588!UTM  14      -   1.00000215  x   0.99979497  =   0.99979712
 AB1588
 AB1588|---------------------------------------------------------------------|
 AB1588| PID    Reference Object                     Distance      Geod. Az  |
 AB1588|                                                           dddmmss.s |
 AB1588| CV2856 RAYMOND RM                           32.260 METERS 16042     |
 AB1588| AB1650 RAYMONDVILLE COT GIN SMOKESTK       APPROX. 4.5 KM 2650350.3 |
 AB1588| AB1640 BRENNER                             APPROX.12.7 KM 2685715.1 |
 AB1588| AB1644 RAYMONDVILLE WATER TANK             APPROX. 4.4 KM 2714720.6 |
 AB1588|---------------------------------------------------------------------|
 AB1588
 AB1588                          SUPERSEDED SURVEY CONTROL
 AB1588
 AB1588  NAD 83(1986)-  26 28 57.15676(N)    097 44 20.99292(W) AD(       ) 1
 AB1588  NAD 27      -  26 28 55.91300(N)    097 44 20.01500(W) AD(       ) 1
 AB1588  NGVD 29 (07/19/86)    9.8    (m)           32.     (f) VERT ANG       
 AB1588
 AB1588.Superseded values are not recommended for survey control.
 AB1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1588.See file dsdata.txt to determine how the superseded data were derived.
 AB1588
 AB1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2566729741(NAD 83)
 AB1588_MARKER: DS = TRIANGULATION STATION DISK
 AB1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1588
 AB1588  HISTORY     - Date     Condition        Report By
 AB1588  HISTORY     - 1913     MONUMENTED       CGS
 AB1588  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1588
 AB1588                          STATION DESCRIPTION
 AB1588
 AB1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1588'STATION IS ABOUT 2-1/2 MILES E OF RAYMONDVILLE, 3/4 MILE E
 AB1588'OF THE CROSS ROAD AT THE NW CORNER OF THE RAYMOND FARM, 1/4
 AB1588'MILE E OF A SMALL LAKE AT THE SIDE OF THE ROAD, AND ON THE
 AB1588'S SIDE OF CONCRETE HIGHWAY, ON LAND OF MR. RAYMOND, WHO HAS
 AB1588'A PRETENTIOUS HOUSE SET BACK FROM ROAD SE OF STATION.
 AB1588'
 AB1588'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1588'DISKS SET IN CONCRETE.
 AB1588'
 AB1588'REFERENCE MARK IS SET IN THE FENCE LINE ON THE S SIDE OF THE
 AB1588'ROAD, AT THE SAME ELEVATION AS THE STATION, AND 32.26 METERS
 AB1588'(105.8 FEET) THEREFROM S 19 DEG 18 MIN E.
 AB1588'
 AB1588'IN 1930 THE SURFACE MARK WAS REPORTED DESTROYED WHEN FIELD WAS
 AB1588'CLEARED IN 1929.
 AB1588'
 AB1588'REFERENCE MARK WAS NOT FOUND, ITS LOCATION BEING IN CONCRETE
 AB1588'PAVEMENT.  UNDERGROUND MARK NOT FOUND, BUT MAY STILL BE IN
 AB1588'PLACE.
 AB1588'
 AB1588'ELEVATION OF STATION - 9.8 METERS (32 FEET).
 AB1588
 AB1588                          STATION RECOVERY (1949)
 AB1588
 AB1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1588'THE SUB-SURFACE AND REFERENCE MARK WAS NOT RECOVERED.
 AB1588'
 AB1588'THE SURFACE MARK WAS FOUND AFTER ESTABLISHING STATION RAYMOND-2.
 AB1588'THE AREA IN WHICH STATION WAS ESTABLISHED IN 1913 IS NOW A
 AB1588'CITRUS ORCHARD AND THE SURFACE MARK HAD BEEN HIT BY HEAVY
 AB1588'MACHINERY.
 AB1588'
 AB1588'THE SURFACE MARK WAS REMOVED AND A THOROUGH SEARCH WAS MADE
 AB1588'TO RECOVER THE UNDERGROUND MARK WITH NO SUCCESS.
 AB1588'
 AB1588'THE REFERENCE MARK WAS BELIEVED TO HAVE BEEN DESTROYED DUE
 AB1588'TO CONSTRUCTION OF A NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1587 ***********************************************************************
 AB1587  DESIGNATION -  RAYMOND 2
 AB1587  PID         -  AB1587
 AB1587  STATE/COUNTY-  TX/WILLACY
 AB1587  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB1587
 AB1587                         *CURRENT SURVEY CONTROL
 AB1587  ___________________________________________________________________
 AB1587* NAD 83(1993)-  26 28 55.75795(N)    097 44 19.19203(W)     ADJUSTED  
 AB1587* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AB1587  ___________________________________________________________________
 AB1587  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AB1587  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AB1587
 AB1587  HORZ ORDER  -  SECOND
 AB1587
 AB1587.The horizontal coordinates were established by classical geodetic methods
 AB1587.and adjusted by the National Geodetic Survey in February 1996..
 AB1587
 AB1587.The orthometric height was scaled from a topographic map.
 AB1587
 AB1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1587
 AB1587.The geoid height was determined by GEOID03.
 AB1587
 AB1587;                    North         East     Units Scale Factor Converg.
 AB1587;SPC TX S     - 5,090,579.177   375,903.975   MT  0.99993552   +0 20 44.3
 AB1587;SPC TX S     -16,701,341.85  1,233,278.29   sFT  0.99993552   +0 20 44.3
 AB1587;UTM  14      - 2,929,698.374   625,717.928   MT  0.99979513   +0 33 45.1
 AB1587
 AB1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1587!SPC TX S     -   1.00000212  x   0.99993552  =   0.99993764
 AB1587!UTM  14      -   1.00000212  x   0.99979513  =   0.99979725
 AB1587
 AB1587|---------------------------------------------------------------------|
 AB1587| PID    Reference Object                     Distance      Geod. Az  |
 AB1587|                                                           dddmmss.s |
 AB1587| CV2859 RAYMOND 2 RM 1                       21.229 METERS 00319     |
 AB1587| AB1652 RAYMONDVILLE FARM LABOR CEN TK      APPROX. 6.1 KM 2321328.6 |
 AB1587| AB1658 LA VILLA RAD KGBT S RAD MAST        APPROX.19.7 KM 2324755.2 |
 AB1587| AB1661 LA VILLA RAD KGBT N RAD MAST        APPROX.19.4 KM 2333341.2 |
 AB1587| CV2858 RAYMOND 2 AZ MK 2                                  2640614.8 |
 AB1587| CV2857 RAYMOND 2 AZ MK                                    2713054.0 |
 AB1587| CV2860 RAYMOND 2 RM 2                       49.122 METERS 27329     |
 AB1587|---------------------------------------------------------------------|
 AB1587
 AB1587                          SUPERSEDED SURVEY CONTROL
 AB1587
 AB1587  NAD 83(1986)-  26 28 55.76838(N)    097 44 19.15689(W) AD(       ) 2
 AB1587  NAD 27      -  26 28 54.52900(N)    097 44 18.18000(W) AD(       ) 2
 AB1587
 AB1587.Superseded values are not recommended for survey control.
 AB1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1587.See file dsdata.txt to determine how the superseded data were derived.
 AB1587
 AB1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2571829698(NAD 83)
 AB1587_MARKER: DS = TRIANGULATION STATION DISK
 AB1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1587
 AB1587  HISTORY     - Date     Condition        Report By
 AB1587  HISTORY     - 1949     MONUMENTED       CGS
 AB1587  HISTORY     - 1961     GOOD             CGS
 AB1587
 AB1587                          STATION DESCRIPTION
 AB1587
 AB1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1587'THE STATION IS LOCATED ABOUT 6.0 MILES WEST-SOUTHWEST OF SAN
 AB1587'PERLITA AND 2.75 MILES EAST OF RAYMONDVILLE ON LAND OWNED
 AB1587'BY MR. GARLAND CLYMORE.  IT IS IN THE NORTHWEST CORNER OF YARD,
 AB1587'43 FEET EAST-SOUTHEAST OF FENCE CORNER, 41 FEET SOUTH OF THE
 AB1587'CENTER OF STATE HIGHWAY 146 AND 26 FEET EAST OF THE CENTER
 AB1587'OF THE WEST DRIVEWAY TO HOUSE.  IT IS STAMPED RAYMOND 2 1949
 AB1587'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 AB1587'
 AB1587'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 29 FEET NORTH OF
 AB1587'THE CENTER OF STATE HIGHWAY 146 AND 1 FOOT SOUTH OF EAST-WEST
 AB1587'FENCE LINE.  IT IS STAMPED RAYMOND 2 NO 1 1949 AND PROJECTS
 AB1587'2 INCHES.
 AB1587'
 AB1587'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 30 FEET SOUTH
 AB1587'OF THE CENTER OF STATE HIGHWAY 146 AND 1 FOOT NORTH OF EAST-WEST
 AB1587'FENCE LINE.  IT IS STAMPED RAYMOND 2 NO 2 1949 AND PROJECTS
 AB1587'2 INCHES.
 AB1587'
 AB1587'THE AZIMUTH MARK IS WEST OF THE STATION, 33 FEET NORTH OF THE
 AB1587'CENTER OF STATE HIGHWAY 146, 5 FEET EAST OF POWER LINE POLE,
 AB1587'4 FEET EAST OF THE EAST END OF BOARD GATE, 2 FEET NORTHEAST
 AB1587'OF WITNESS POST AND 1 FOOT NORTHEAST OF CORNER OF LOT.  IT
 AB1587'IS STAMPED RAYMOND 2 1949 AND PROJECTS 4 INCHES.
 AB1587'
 AB1587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 AB1587'STATE HIGHWAY 146 IN RAYMONDVILLE, GO EAST ON STATE HIGHWAY 146
 AB1587'FOR 2.45 MILES TO BOARD GATE ON THE LEFT AND AZIMUTH MARK JUST
 AB1587'EAST AS DESCRIBED, CONTINUE EAST ON STATE HIGHWAY 146 FOR
 AB1587'0.35 MILE TO DRIVEWAY ON THE RIGHT AND STATION JUST EAST AS
 AB1587'DESCRIBED.
 AB1587'
 AB1587'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AB1587
 AB1587                          STATION RECOVERY (1961)
 AB1587
 AB1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1587'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 AB1587'AND THE AZIMUTH MARK WERE RECOVERED AND WERE FOUND TO BE
 AB1587'IN GOOD CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS WERE
 AB1587'VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED.
 AB1587'THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE .04 FOOT
 AB1587'SHORTER THAN THE 1949 MEASUREMENT.  THE DIRECTION TO THE
 AB1587'AZIMUTH MARK COULD NOT BE VERIFIED BECAUSE IT WAS NOT VISIBLE
 AB1587'FROM THE GROUND OR THE TOWER AND IT WAS DESTROYED BY THIS
 AB1587'PARTY.
 AB1587'
 AB1587'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 AB1587'
 AB1587'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AB1587'
 AB1587'THE STATION IS APPROXIMATELY 2-3/4 MILES EAST OF RAYMONDVILLE,
 AB1587'ON THE SOUTH SIDE OF STATE HIGHWAY 186 AND ON LAND OWNED BY
 AB1587'MR. GARLAND CLYMORE.
 AB1587'
 AB1587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AB1587'AND STATE HIGHWAY 186 IN RAYMONDVILLE, GO EAST ON HIGHWAY
 AB1587'186 FOR 2.2 MILES TO A SMALL LANDING STRIP ON THE RIGHT.
 AB1587'(TURN RIGHT, SOUTH, ON A TRACK ROAD AT THE WEST SIDE OF THE
 AB1587'LANDING STRIP FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 AB1587'CONTINUE EAST ON HIGHWAY 186 FOR 0.45 MILE TO A DRIVEWAY ON
 AB1587'THE RIGHT AND THE STATION ON THE RIGHT.
 AB1587'
 AB1587'STATION MARK, A STANDARD DISK STAMPED RAYMOND 2 1949, IS SET
 AB1587'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 AB1587'THE GROUND.  IT IS 43 FEET EAST OF A FENCE CORNER, 41 FEET
 AB1587'SOUTH OF THE CENTER OF HIGHWAY 186, 26 FEET EAST OF THE
 AB1587'CENTER OF THE WEST DRIVEWAY TO A HOUSE AND AT THE NORTHWEST
 AB1587'CORNER OF A YARD.  THE UNDERGROUND DISK WAS NOT INSPECTED BY
 AB1587'THIS PARTY.
 AB1587'
 AB1587'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAYMOND 2 NO
 AB1587'1 1949, IS SET IN A SQUARE CONCRETE POST WHICH IS 4 INCHES
 AB1587'BELOW THE SURFACE OF THE GROUND.  IT IS 72 FEET EAST OF A
 AB1587'POWER POLE AND 29 FEET NORTH OF THE CENTER OF HIGHWAY 186.
 AB1587'
 AB1587'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RAYMOND 2 NO
 AB1587'2 1949, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 AB1587'THE SURFACE OF THE GROUND.  IT IS 30 FEET SOUTH OF HIGHWAY 186
 AB1587'AND 1 FOOT NORTH OF A FENCE.
 AB1587'
 AB1587'AZIMUTH MARK, A STANDARD DISK STAMPED RAYMOND 2 1949 RESET
 AB1587'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AB1587'IT IS 18 FEET WEST OF THE CENTER OF THE TRACK ROAD, 2 FEET
 AB1587'EAST OF A FENCE AND 2 FEET NORTH OF A METAL WITNESS POST.
 AB1587'
 AB1587'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AB1587'
 AB1587'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0382 ***********************************************************************
 AB0382  DESIGNATION -  RAYMONDVILLE
 AB0382  PID         -  AB0382
 AB0382  STATE/COUNTY-  TX/WILLACY
 AB0382  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0382
 AB0382                         *CURRENT SURVEY CONTROL
 AB0382  ___________________________________________________________________
 AB0382* NAD 83(1993)-  26 28 25.39142(N)    097 47 21.02677(W)     ADJUSTED  
 AB0382* NAVD 88     -         9.650  (meters)      31.66   (feet)  ADJUSTED  
 AB0382  ___________________________________________________________________
 AB0382  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AB0382  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AB0382  DYNAMIC HT  -           9.635 (meters)      31.61  (feet)  COMP
 AB0382  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 AB0382
 AB0382  HORZ ORDER  -  THIRD
 AB0382  VERT ORDER  -  FIRST     CLASS II
 AB0382
 AB0382.The horizontal coordinates were established by classical geodetic methods
 AB0382.and adjusted by the National Geodetic Survey in February 1996..
 AB0382
 AB0382.The orthometric height was determined by differential leveling
 AB0382.and adjusted by the National Geodetic Survey in June 1991..
 AB0382
 AB0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0382
 AB0382.The geoid height was determined by GEOID03.
 AB0382
 AB0382.The dynamic height is computed by dividing the NAVD 88
 AB0382.geopotential number by the normal gravity value computed on the
 AB0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0382.degrees latitude (g = 980.6199 gals.).
 AB0382
 AB0382.The modeled gravity was interpolated from observed gravity values.
 AB0382
 AB0382;                    North         East     Units Scale Factor Converg.
 AB0382;SPC TX S     - 5,089,615.305   370,873.560   MT  0.99993685   +0 19 21.8
 AB0382;SPC TX S     -16,698,179.55  1,216,774.34   sFT  0.99993685   +0 19 21.8
 AB0382;UTM  14      - 2,928,715.603   620,691.948   MT  0.99977984   +0 32 23.4
 AB0382
 AB0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0382!SPC TX S     -   1.00000218  x   0.99993685  =   0.99993903
 AB0382!UTM  14      -   1.00000218  x   0.99977984  =   0.99978202
 AB0382
 AB0382:                Primary Azimuth Mark                     Grid Az
 AB0382:SPC TX S     -  RAYMONDVILLE MUNICIPAL TANK              009 06 16.1
 AB0382:UTM  14      -  RAYMONDVILLE MUNICIPAL TANK              008 53 14.5
 AB0382
 AB0382|---------------------------------------------------------------------|
 AB0382| PID    Reference Object                     Distance      Geod. Az  |
 AB0382|                                                           dddmmss.s |
 AB0382| AB1649 RAYMONDVILLE MUNICIPAL TANK         APPROX. 1.7 KM 0092537.9 |
 AB0382| AB1647 RAYMONDVILLE VALEE COMP TANK        APPROX. 3.0 KM 0195439.2 |
 AB0382| AB0381 RAYMONDVILLE RM 1                    14.258 METERS 05257     |
 AB0382| AB1652 RAYMONDVILLE FARM LABOR CEN TK      APPROX. 2.8 KM 1755040.5 |
 AB0382| AB0384 RAYMONDVILLE AZ MK                                 2750421.9 |
 AB0382| AB0383 RAYMONDVILLE RM 2                    22.248 METERS 32540     |
 AB0382|---------------------------------------------------------------------|
 AB0382
 AB0382                          SUPERSEDED SURVEY CONTROL
 AB0382
 AB0382  NAD 83(1986)-  26 28 25.40130(N)    097 47 20.99165(W) AD(       ) 3
 AB0382  NAD 27      -  26 28 24.16200(N)    097 47 20.01000(W) AD(       ) 3
 AB0382  NGVD 29 (07/19/86)    9.71   (m)           31.9    (f) LEVELING    3  
 AB0382
 AB0382.Superseded values are not recommended for survey control.
 AB0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0382.See file dsdata.txt to determine how the superseded data were derived.
 AB0382
 AB0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2069228716(NAD 83)
 AB0382_MARKER: DS = TRIANGULATION STATION DISK
 AB0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0382_STAMPING: RAYMONDVILLE 1949
 AB0382_MARK LOGO: CGS   
 AB0382_PROJECTION: RECESSED 12 CENTIMETERS
 AB0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0382+STABILITY: SURFACE MOTION
 AB0382
 AB0382  HISTORY     - Date     Condition        Report By
 AB0382  HISTORY     - 1949     MONUMENTED       CGS
 AB0382  HISTORY     - 1951     GOOD             CGS
 AB0382  HISTORY     - 1951     GOOD             NGS
 AB0382  HISTORY     - 1956     GOOD             USGS
 AB0382  HISTORY     - 1958     GOOD             LOCENG
 AB0382  HISTORY     - 1981     GOOD             NGS
 AB0382
 AB0382                          STATION DESCRIPTION
 AB0382
 AB0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB0382'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE RAYMONDVILLE
 AB0382'AIRPORT IN RAYMONDVILLE, 116 FEET SOUTHEAST FROM THE SOUTHEAST
 AB0382'CORNER OF THE HANGAR, AND 40 FEET NORTHEAST OF A POWER LINE
 AB0382'POLE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 AB0382'STAMPED RAYMONDVILLE 1949.
 AB0382'
 AB0382'REFERENCE MARK NO. 1 IS SET FLUSH AND IS STAMPED RAYMONDVILLE
 AB0382'NO 1 1949.
 AB0382'
 AB0382'REFERENCE MARK NO. 2 IS SET FLUSH AND IS STAMPED RAYMONDVILLE
 AB0382'NO 2 1949.
 AB0382'
 AB0382'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 84.73 FEET.
 AB0382'
 AB0382'THE AZIMUTH MARK IS LOCATED NEAR THE NORTHWEST CORNER OF THE
 AB0382'AIR FIELD, 75 FEET SOUTH OF THE CENTER OF A DIRT ROAD.  IT
 AB0382'IS SET FLUSH AND IS STAMPED RAYMONDVILLE 1949.
 AB0382'
 AB0382'TO REACH THE STATION FROM THE COURT HOUSE IN RAYMONDVILLE,
 AB0382'GO SOUTH ON SOUTH THIRD STREET FOR 0.55 MILE TO END OF THE
 AB0382'PAVED STREET.  THENCE CONTINUE SOUTH AND WEST FOR 0.1 MILE
 AB0382'TO THE AIRPORT AND THE STATION AS DESCRIBED.  TO REACH THE
 AB0382'AZIMUTH MARK FROM THE END OF THE PAVED STREET, TURN RIGHT
 AB0382'ON DIRT ROAD AND GO WEST FOR 0.3 MILE TO THE MARK ON THE LEFT
 AB0382'AS DESCRIBED.
 AB0382'
 AB0382'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB0382
 AB0382                          STATION RECOVERY (1951)
 AB0382
 AB0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB0382'0.5 MILE SOUTH ALONG SOUTH THIRD STREET FROM THE COURTHOUSE
 AB0382'AT RAYMONDVILLE, THENCE 0.1 MILE SOUTHWEST TO THE FOX AIRPORT,
 AB0382'116 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HANGAR, 40 FEET
 AB0382'NORTHEAST OF A POWER POLE, A TRIANGULATION STATION DISK SET
 AB0382'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 AB0382'STAMPED RAYMONDVILLE 1949.
 AB0382'
 AB0382'RAYMONDVILLE R.M. 1 IS 46.7 FEET NORTHEAST OF TRIANGULATION
 AB0382'STATION RAYMONDVILLE 1949, 126 FEET SOUTHEAST OF THE SOUTHEAST
 AB0382'CORNER OF A HANGAR, 50 FEET SOUTH OF THE CENTER LINE OF A ROAD
 AB0382'LEADING TO A HANGAR, A REFERENCE MARK DISK SET IN THE TOP OF
 AB0382'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AB0382'RAYMONDVILLE NO 1 1949.
 AB0382'
 AB0382'RAYMONDVILLE R.M. 2 IS 73.0 FEET NORTHWEST OF TRIANGULATION
 AB0382'STATION RAYMONDVILLE 1949, 44 FEET SOUTHEAST OF THE SOUTHEAST
 AB0382'CORNER OF A HANGAR, A REFERENCE MARK DISK SET IN THE TOP
 AB0382'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AB0382'RAYMONDVILLE NO 2 1949.
 AB0382'
 AB0382'RAYMONDVILLE AZIMUTH 1949 IS 0.3 MILE WEST OF TRIANGULATION
 AB0382'STATION RAYMONDVILLE 1949, AT THE NORTHWEST CORNER OF THE FOX
 AB0382'AIRPORT, 75 FEET SOUTH OF THE CENTER LINE OF WEST WOOD AVENUE,
 AB0382'49.4 FEET SOUTH OF A WITNESS POST, AT THE EDGE OF A CULTIVATED
 AB0382'FIELD, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 AB0382'WHICH IS FLUSH WITH THE GROUND, STAMPED RAYMONDVILLE 1949.
 AB0382'
 AB0382'ALL MARKS ARE IN GOOD CONDITION.
 AB0382
 AB0382                          STATION RECOVERY (1951)
 AB0382
 AB0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0382'0.6 MI S FROM RAYMONDVILLE.
 AB0382'0.5 MILE SOUTH ALONG SOUTH THIRD STREET FROM THE COURTHOUSE AT
 AB0382'RAYMONDVILLE, THENCE 0.1 MILE SOUTHWEST TO THE FOX AIRPORT, 116 FEET
 AB0382'SOUTHEAST OF THE SOUTHEAST CORNER OF A HANGAR, 40 FEET NORTHEAST OF A
 AB0382'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AB0382'GROUND.
 AB0382
 AB0382                          STATION RECOVERY (1956)
 AB0382
 AB0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0382'THE STATION WAS FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 AB0382'1 AND THE AZIMUTH MARK COULD NOT BE FOUND.
 AB0382
 AB0382                          STATION RECOVERY (1958)
 AB0382
 AB0382'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958 (WLF)
 AB0382'RECOVERED BY PLYMOUTH OIL CO.
 AB0382'
 AB0382'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AB0382'REFERENCE MARK 2 WAS NOT SEARCHED FOR.  THE AZIMUTH MARK
 AB0382'WAS FOUND IN GOOD CONDITION.
 AB0382
 AB0382                          STATION RECOVERY (1981)
 AB0382
 AB0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0382'0.8 KM (0.5 MI) SOUTH ALONG THIRD STREET FROM THE COURTHOUSE IN
 AB0382'RAYMONDVILLE, THENCE 0.1 KM (0.05 MI) WEST ALONG WEST AVENUE TO THE
 AB0382'ENTRANCE TO THE FOX AIRPORT, 35.3 METERS (116.0 FT) SOUTHEAST OF THE
 AB0382'SOUTHEAST CORNER OF THE HANGER, 22.2 METERS (73.0 FT) SOUTHEAST OF RM
 AB0382'2, 14.3 METERS (47.0 FT) SOUTHWEST OF RM 1, AND 12.1 METERS (40.0 FT)
 AB0382'NORTHEAST OF A LIGHTPOLE.
 AB0382'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0384 ***********************************************************************
 AB0384  DESIGNATION -  RAYMONDVILLE AZ MK
 AB0384  PID         -  AB0384
 AB0384  STATE/COUNTY-  TX/WILLACY
 AB0384  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0384
 AB0384                         *CURRENT SURVEY CONTROL
 AB0384  ___________________________________________________________________
 AB0384* NAD 83(1986)-  26 28 25.     (N)    097 47 20.     (W)     SCALED    
 AB0384* NAVD 88     -        10.026  (meters)      32.89   (feet)  POSTED    
 AB0384  ___________________________________________________________________
 AB0384  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AB0384  DYNAMIC HT  -          10.010 (meters)      32.84  (feet)  COMP
 AB0384  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 AB0384
 AB0384  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AB0384
 AB0384.The horizontal coordinates were scaled from a topographic map and have
 AB0384.an estimated accuracy of +/- 6 seconds.
 AB0384
 AB0384.The orthometric height was determined by differential leveling
 AB0384.and adjusted by the National Geodetic Survey in 1992..
 AB0384.No vertical observational check was made to the station.
 AB0384.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AB0384.was located on a no-check spur therefore a value was not computed.
 AB0384
 AB0384.The geoid height was determined by GEOID03.
 AB0384
 AB0384.The dynamic height is computed by dividing the NAVD 88
 AB0384.geopotential number by the normal gravity value computed on the
 AB0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0384.degrees latitude (g = 980.6199 gals.).
 AB0384
 AB0384.The modeled gravity was interpolated from observed gravity values.
 AB0384
 AB0384;                    North         East    Units  Estimated Accuracy
 AB0384;SPC TX S     - 5,089,600.      370,900.      MT  (+/- 180 meters Scaled)
 AB0384
 AB0384                          SUPERSEDED SURVEY CONTROL
 AB0384
 AB0384  NGVD 29 (??/??/92)   10.082  (m)           33.08   (f) ADJ UNCH    1 2
 AB0384
 AB0384.Superseded values are not recommended for survey control.
 AB0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0384.See file dsdata.txt to determine how the superseded data were derived.
 AB0384
 AB0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ207287(NAD 83)
 AB0384_MARKER: DZ = AZIMUTH MARK DISK
 AB0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0384_STAMPING: RAYMONDVILLE 1949
 AB0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0384+STABILITY: SURFACE MOTION
 AB0384
 AB0384  HISTORY     - Date     Condition        Report By
 AB0384  HISTORY     - 1949     MONUMENTED       CGS
 AB0384  HISTORY     - 1951     GOOD             NGS
 AB0384  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0384  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0384
 AB0384                          STATION DESCRIPTION
 AB0384
 AB0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0384'0.9 MI SW FROM RAYMONDVILLE.
 AB0384'0.5 MILE SOUTH THIRD STREET FROM THE COURTHOUSE AT RAYMONDVILLE,
 AB0384'THENCE 0.4 MILE WEST ALONG WEST WOOD AVENUE, AT THE NORTHWEST CORNER
 AB0384'OF THE FOX AIRPORT, 0.3 MILE WEST OF TRIANGULATION STATION
 AB0384'RAYMONDVILLE 1949, 75 FEET SOUTH OF THE CENTER LINE OF WEST WOOD
 AB0384'AVENUE, 49.4 FEET SOUTH OF A WITNESS POST, AT THE EDGE OF A CULTIVATED
 AB0384'FIELD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AB0384'GROUND.  NOTE-- IT WAS HIT BY A TRACTOR BUT IT WAS NOT DESTROYED.
 AB0384
 AB0384                          STATION RECOVERY (1954)
 AB0384
 AB0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0384'MARK NOT FOUND.
 AB0384
 AB0384                          STATION RECOVERY (1981)
 AB0384
 AB0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0384'NOT RECOVERED, CONSIDERED DESTROYED, NOTE, THE MAN AT THE AIRPORT
 AB0384'REPORTED THIS MARK DESTROYED BY AIRPORT WORK AND HAULED TO THE DUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1650 ***********************************************************************
 AB1650  DESIGNATION -  RAYMONDVILLE COT GIN SMOKESTK
 AB1650  PID         -  AB1650
 AB1650  STATE/COUNTY-  TX/WILLACY
 AB1650  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1650
 AB1650                         *CURRENT SURVEY CONTROL
 AB1650  ___________________________________________________________________
 AB1650* NAD 83(1993)-  26 28 44.53935(N)    097 47 02.90230(W)     ADJUSTED  
 AB1650* NAVD 88     -                                                        
 AB1650  ___________________________________________________________________
 AB1650  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AB1650  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AB1650
 AB1650  HORZ ORDER  -  THIRD
 AB1650
 AB1650.The horizontal coordinates were established by classical geodetic methods
 AB1650.and adjusted by the National Geodetic Survey in February 1996..
 AB1650
 AB1650
 AB1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1650
 AB1650.The geoid height was determined by GEOID03.
 AB1650
 AB1650;                    North         East     Units Scale Factor Converg.
 AB1650;SPC TX S     - 5,090,207.401   371,372.189   MT  0.99993601   +0 19 30.0
 AB1650;SPC TX S     -16,700,122.11  1,218,410.26   sFT  0.99993601   +0 19 30.0
 AB1650;UTM  14      - 2,929,309.492   621,188.252   MT  0.99978132   +0 32 31.9
 AB1650
 AB1650                          SUPERSEDED SURVEY CONTROL
 AB1650
 AB1650  NAD 83(1986)-  26 28 44.54977(N)    097 47 02.86733(W) AD(       ) 4
 AB1650  NAD 27      -  26 28 43.30600(N)    097 47 01.88400(W) AD(       ) 3
 AB1650
 AB1650.Superseded values are not recommended for survey control.
 AB1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1650.See file dsdata.txt to determine how the superseded data were derived.
 AB1650
 AB1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2118829309(NAD 83)
 AB1650_MARKER: 63 = STACK
 AB1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1650+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1650
 AB1650  HISTORY     - Date     Condition        Report By
 AB1650  HISTORY     - 1913     FIRST OBSERVED   CGS
 AB1650  HISTORY     - 20040204 GOOD             USPSQD
 AB1650
 AB1650                          STATION DESCRIPTION
 AB1650
 AB1650'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1652 ***********************************************************************
 AB1652  DESIGNATION -  RAYMONDVILLE FARM LABOR CEN TK
 AB1652  PID         -  AB1652
 AB1652  STATE/COUNTY-  TX/WILLACY
 AB1652  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1652
 AB1652                         *CURRENT SURVEY CONTROL
 AB1652  ___________________________________________________________________
 AB1652* NAD 83(1993)-  26 26 54.02055(N)    097 47 13.65219(W)     ADJUSTED  
 AB1652* NAVD 88     -                                                        
 AB1652  ___________________________________________________________________
 AB1652  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 AB1652  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AB1652
 AB1652  HORZ ORDER  -  THIRD
 AB1652
 AB1652.The horizontal coordinates were established by classical geodetic methods
 AB1652.and adjusted by the National Geodetic Survey in February 1996..
 AB1652
 AB1652
 AB1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1652
 AB1652.The geoid height was determined by GEOID03.
 AB1652
 AB1652;                    North         East     Units Scale Factor Converg.
 AB1652;SPC TX S     - 5,086,804.606   371,093.689   MT  0.99994100   +0 19 25.1
 AB1652;SPC TX S     -16,688,958.11  1,217,496.54   sFT  0.99994100   +0 19 25.1
 AB1652;UTM  14      - 2,925,906.203   620,922.676   MT  0.99978053   +0 32 25.0
 AB1652
 AB1652                          SUPERSEDED SURVEY CONTROL
 AB1652
 AB1652  NAD 83(1986)-  26 26 54.03031(N)    097 47 13.61675(W) AD(       ) 4
 AB1652  NAD 27      -  26 26 52.78700(N)    097 47 12.63600(W) AD(       ) 3
 AB1652
 AB1652.Superseded values are not recommended for survey control.
 AB1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1652.See file dsdata.txt to determine how the superseded data were derived.
 AB1652
 AB1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2092325906(NAD 83)
 AB1652_MARKER: 53 = ELEVATED TANK
 AB1652
 AB1652  HISTORY     - Date     Condition        Report By
 AB1652  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1652
 AB1652                          STATION DESCRIPTION
 AB1652
 AB1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1652'THE STATION IS LOCATED ABOUT 2.4 MILES SOUTH OF THE CENTER OF
 AB1652'RAYMONDVILLE, 140 FEET EAST OF U.S. HIGHWAY 77 AND 100 FEET SOUTH
 AB1652'OF THE SOUTH DRIVEWAY TO THE RAYMONDVILLE FARM LABOR SUPPLY
 AB1652'CENTER.
 AB1652'
 AB1652'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AB1652'THE OVERALL HEIGHT IS 130 FEET.  THE POINT OBSERVED UPON WAS
 AB1652'THE BALL AT THE APEX OF THE TANK.
 AB1652'
 AB1652'TO REACH THE WATER TANK FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 AB1652'STATE HIGHWAY 186 IN RAYMONDVILLE, GO SOUTH ON U.S. HIGHWAY 77
 AB1652'FOR 2.2 MILES TO DRIVEWAY TO RAYMONDVILLE FARM LABOR SUPPLY
 AB1652'CENTER AND WATER TANK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1586 ***********************************************************************
 AB1586  DESIGNATION -  RAYMONDVILLE FIRST METH CH
 AB1586  PID         -  AB1586
 AB1586  STATE/COUNTY-  TX/WILLACY
 AB1586  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB1586
 AB1586                         *CURRENT SURVEY CONTROL
 AB1586  ___________________________________________________________________
 AB1586* NAD 83(1993)-  26 28 54.12413(N)    097 44 45.04544(W)     ADJUSTED  
 AB1586* NAVD 88     -                                                        
 AB1586  ___________________________________________________________________
 AB1586  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AB1586  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AB1586
 AB1586  HORZ ORDER  -  THIRD
 AB1586
 AB1586.The horizontal coordinates were established by classical geodetic methods
 AB1586.and adjusted by the National Geodetic Survey in February 1996..
 AB1586
 AB1586
 AB1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1586
 AB1586.The geoid height was determined by GEOID03.
 AB1586
 AB1586;                    North         East     Units Scale Factor Converg.
 AB1586;SPC TX S     - 5,090,524.599   375,188.300   MT  0.99993559   +0 20 32.6
 AB1586;SPC TX S     -16,701,162.79  1,230,930.28   sFT  0.99993559   +0 20 32.6
 AB1586;UTM  14      - 2,929,641.095   625,002.566   MT  0.99979292   +0 33 33.5
 AB1586
 AB1586                          SUPERSEDED SURVEY CONTROL
 AB1586
 AB1586  NAD 83(1986)-  26 28 54.13443(N)    097 44 45.01095(W) AD(       ) 4
 AB1586  NAD 27      -  26 28 52.89600(N)    097 44 44.00300(W) AD(       ) 3
 AB1586
 AB1586.Superseded values are not recommended for survey control.
 AB1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1586.See file dsdata.txt to determine how the superseded data were derived.
 AB1586
 AB1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2500329641(NAD 83)
 AB1586_MARKER: 91 = CHURCH CROSS
 AB1586
 AB1586  HISTORY     - Date     Condition        Report By
 AB1586  HISTORY     - 1961     FIRST OBSERVED   CGS
 AB1586
 AB1586                          STATION DESCRIPTION
 AB1586
 AB1586'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1649 ***********************************************************************
 AB1649  DESIGNATION -  RAYMONDVILLE MUNICIPAL TANK
 AB1649  PID         -  AB1649
 AB1649  STATE/COUNTY-  TX/WILLACY
 AB1649  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1649
 AB1649                         *CURRENT SURVEY CONTROL
 AB1649  ___________________________________________________________________
 AB1649* NAD 83(1993)-  26 29 19.31742(N)    097 47 11.07660(W)     ADJUSTED  
 AB1649* NAVD 88     -                                                        
 AB1649  ___________________________________________________________________
 AB1649  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AB1649  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AB1649
 AB1649  HORZ ORDER  -  THIRD
 AB1649
 AB1649.The horizontal coordinates were established by classical geodetic methods
 AB1649.and adjusted by the National Geodetic Survey in February 1996..
 AB1649
 AB1649
 AB1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1649
 AB1649.The geoid height was determined by GEOID03.
 AB1649
 AB1649;                    North         East     Units Scale Factor Converg.
 AB1649;SPC TX S     - 5,091,276.381   371,139.754   MT  0.99993450   +0 19 26.3
 AB1649;SPC TX S     -16,703,629.26  1,217,647.68   sFT  0.99993450   +0 19 26.3
 AB1649;UTM  14      - 2,930,377.418   620,951.801   MT  0.99978061   +0 32 28.9
 AB1649
 AB1649                          SUPERSEDED SURVEY CONTROL
 AB1649
 AB1649  NAD 83(1986)-  26 29 19.32644(N)    097 47 11.04151(W) AD(       ) 4
 AB1649  NAD 27      -  26 29 18.07400(N)    097 47 10.05700(W) AD(       ) 3
 AB1649
 AB1649.Superseded values are not recommended for survey control.
 AB1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1649.See file dsdata.txt to determine how the superseded data were derived.
 AB1649
 AB1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2095230377(NAD 83)
 AB1649_MARKER: 53 = ELEVATED TANK
 AB1649
 AB1649  HISTORY     - Date     Condition        Report By
 AB1649  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1649
 AB1649                          STATION DESCRIPTION
 AB1649
 AB1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1649'THE STATION IS LOCATED IN THE NORTH-NORTHWEST PART OF TOWN
 AB1649'ABOUT 0.5 MILE FROM THE CENTER OF TOWN.  IT IS 300 FEET WEST
 AB1649'OF NORTH 5TH STREET AND 250 FEET SOUTH OF WEST SAN FRANCISCO
 AB1649'AVENUE.
 AB1649'
 AB1649'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AB1649'ITS OVERALL HEIGHT IS 175 FEET.  THE POINT OBSERVED UPON WAS
 AB1649'THE BALL AT THE APEX OF THE TANK.
 AB1649'
 AB1649'PROBABLY THE SAME STATION AS LOCATED IN 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1642 ***********************************************************************
 AB1642  DESIGNATION -  RAYMONDVILLE NEW MUN TANK
 AB1642  PID         -  AB1642
 AB1642  STATE/COUNTY-  TX/WILLACY
 AB1642  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1642
 AB1642                         *CURRENT SURVEY CONTROL
 AB1642  ___________________________________________________________________
 AB1642* NAD 83(1993)-  26 28 12.51493(N)    097 46 36.78534(W)     ADJUSTED  
 AB1642* NAVD 88     -                                                        
 AB1642  ___________________________________________________________________
 AB1642  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AB1642  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AB1642
 AB1642  HORZ ORDER  -  THIRD
 AB1642
 AB1642.The horizontal coordinates were established by classical geodetic methods
 AB1642.and adjusted by the National Geodetic Survey in February 1996..
 AB1642
 AB1642
 AB1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1642
 AB1642.The geoid height was determined by GEOID03.
 AB1642
 AB1642;                    North         East     Units Scale Factor Converg.
 AB1642;SPC TX S     - 5,089,226.005   372,101.132   MT  0.99993742   +0 19 41.9
 AB1642;SPC TX S     -16,696,902.32  1,220,801.80   sFT  0.99993742   +0 19 41.9
 AB1642;UTM  14      - 2,928,331.016   621,920.794   MT  0.99978352   +0 32 42.9
 AB1642
 AB1642                          SUPERSEDED SURVEY CONTROL
 AB1642
 AB1642  NAD 83(1986)-  26 28 12.52491(N)    097 46 36.75021(W) AD(       ) 4
 AB1642  NAD 27      -  26 28 11.28500(N)    097 46 35.76400(W) AD(       ) 3
 AB1642
 AB1642.Superseded values are not recommended for survey control.
 AB1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1642.See file dsdata.txt to determine how the superseded data were derived.
 AB1642
 AB1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2192128331(NAD 83)
 AB1642_MARKER: 53 = ELEVATED TANK
 AB1642
 AB1642  HISTORY     - Date     Condition        Report By
 AB1642  HISTORY     - 1961     FIRST OBSERVED   CGS
 AB1642
 AB1642                          STATION DESCRIPTION
 AB1642
 AB1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1642'THE STATION IS THE LIGHT ATOP THE CENTER OF THE TANK IS IN THE
 AB1642'SOUTHEAST PART OF RAYMONDVILLE AND JUST NORTH OF THE RAYMONDVILLE
 AB1642'HIGH SCHOOL.
 AB1642'
 AB1642'THE TANK IS A METAL STRUCTURE, PAINTED SILVER, SUPPORTED BY
 AB1642'6 LEGS AND IS 150 FEET HIGH.  THIS TANK WAS BUILT IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1646 ***********************************************************************
 AB1646  DESIGNATION -  RAYMONDVILLE RAD KSOX MAST
 AB1646  PID         -  AB1646
 AB1646  STATE/COUNTY-  TX/WILLACY
 AB1646  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1646
 AB1646                         *CURRENT SURVEY CONTROL
 AB1646  ___________________________________________________________________
 AB1646* NAD 83(1993)-  26 27 30.01235(N)    097 46 54.46647(W)     ADJUSTED  
 AB1646* NAVD 88     -                                                        
 AB1646  ___________________________________________________________________
 AB1646  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 AB1646  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AB1646
 AB1646  HORZ ORDER  -  THIRD
 AB1646
 AB1646.The horizontal coordinates were established by classical geodetic methods
 AB1646.and adjusted by the National Geodetic Survey in February 1996..
 AB1646
 AB1646
 AB1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1646
 AB1646.The geoid height was determined by GEOID03.
 AB1646
 AB1646;                    North         East     Units Scale Factor Converg.
 AB1646;SPC TX S     - 5,087,915.232   371,618.868   MT  0.99993934   +0 19 33.8
 AB1646;SPC TX S     -16,692,601.89  1,219,219.57   sFT  0.99993934   +0 19 33.8
 AB1646;UTM  14      - 2,927,018.631   621,443.569   MT  0.99978209   +0 32 34.2
 AB1646
 AB1646                          SUPERSEDED SURVEY CONTROL
 AB1646
 AB1646  NAD 83(1986)-  26 27 30.02226(N)    097 46 54.43118(W) AD(       ) 4
 AB1646  NAD 27      -  26 27 28.77700(N)    097 46 53.44500(W) AD(       ) 3
 AB1646
 AB1646.Superseded values are not recommended for survey control.
 AB1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1646.See file dsdata.txt to determine how the superseded data were derived.
 AB1646
 AB1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2144427019(NAD 83)
 AB1646_MARKER: 42 = RADIO/TV MAST
 AB1646
 AB1646  HISTORY     - Date     Condition        Report By
 AB1646  HISTORY     - 1961     FIRST OBSERVED   CGS
 AB1646
 AB1646                          STATION DESCRIPTION
 AB1646
 AB1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1646'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 AB1646'2 MILES SOUTHEAST OF RAYMONDVILLE, 0.4 MILE EAST OF U.S.
 AB1646'HIGHWAY 77 AND ON THE NORTHEAST SIDE OF THE GOLF COURSE.
 AB1646'
 AB1646'THE MAST IS A SLENDER METAL STRUCTURE, PAINTED RED AND WHITE,
 AB1646'155 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0381 ***********************************************************************
 AB0381  DESIGNATION -  RAYMONDVILLE RM 1
 AB0381  PID         -  AB0381
 AB0381  STATE/COUNTY-  TX/WILLACY
 AB0381  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0381
 AB0381                         *CURRENT SURVEY CONTROL
 AB0381  ___________________________________________________________________
 AB0381* NAD 83(1986)-  26 28 24.     (N)    097 47 21.     (W)     SCALED    
 AB0381* NAVD 88     -         9.655  (meters)      31.68   (feet)  ADJUSTED  
 AB0381  ___________________________________________________________________
 AB0381  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AB0381  DYNAMIC HT  -           9.640 (meters)      31.63  (feet)  COMP
 AB0381  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 AB0381
 AB0381  VERT ORDER  -  FIRST     CLASS II
 AB0381
 AB0381.The horizontal coordinates were scaled from a topographic map and have
 AB0381.an estimated accuracy of +/- 6 seconds.
 AB0381
 AB0381.The orthometric height was determined by differential leveling
 AB0381.and adjusted by the National Geodetic Survey in June 1991..
 AB0381
 AB0381.The geoid height was determined by GEOID03.
 AB0381
 AB0381.The dynamic height is computed by dividing the NAVD 88
 AB0381.geopotential number by the normal gravity value computed on the
 AB0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0381.degrees latitude (g = 980.6199 gals.).
 AB0381
 AB0381.The modeled gravity was interpolated from observed gravity values.
 AB0381
 AB0381;                    North         East    Units  Estimated Accuracy
 AB0381;SPC TX S     - 5,089,570.      370,880.      MT  (+/- 180 meters Scaled)
 AB0381
 AB0381                          SUPERSEDED SURVEY CONTROL
 AB0381
 AB0381.No superseded survey control is available for this station.
 AB0381
 AB0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ206286(NAD 83)
 AB0381_MARKER: DR = REFERENCE MARK DISK
 AB0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0381_STAMPING: RAYMONDVILLE NO 1 1949
 AB0381_MARK LOGO: CGS   
 AB0381_PROJECTION: RECESSED 12 CENTIMETERS
 AB0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0381+STABILITY: SURFACE MOTION
 AB0381
 AB0381  HISTORY     - Date     Condition        Report By
 AB0381  HISTORY     - 1949     MONUMENTED       CGS
 AB0381  HISTORY     - 1951     GOOD             NGS
 AB0381  HISTORY     - 1981     GOOD             NGS
 AB0381
 AB0381                          STATION DESCRIPTION
 AB0381
 AB0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0381'0.6 MI S FROM RAYMONDVILLE.
 AB0381'0.5 MILE SOUTH THIRD STREET FROM THE COURTHOUSE AT RAYMONDVILLE,
 AB0381'THENCE 0.1 MILE SOUTHWEST TO THE FOX AIRPORT, 126 FEET SOUTHEAST OF
 AB0381'THE SOUTHEAST CORNER OF A HANGAR, 50 FEET SOUTH OF THE CENTER LINE OF
 AB0381'A ROAD LEADING TO A HANGAR, 46.7 FEET NORTHEAST OF TRIANGULATION
 AB0381'STATION RAYMONDVILLE 1949, SET IN THE TOP OF A CONCRETE POST WHICH IS
 AB0381'FLUSH WITH THE GROUND.
 AB0381
 AB0381                          STATION RECOVERY (1981)
 AB0381
 AB0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0381'0.8 KM (0.5 MI) SOUTH ALONG THIRD STREET FROM THE COURTHOUSE IN
 AB0381'RAYMONDVILLE, THENCE 0.1 KM (0.05 MI) WEST ALONG WEST AVENUE TO THE
 AB0381'ENTRANCE TO THE FOX AIRPORT, 38.4 METERS (126.0 FT) EAST SOUTHEAST OF
 AB0381'THE SOUTHEAST CORNER OF THE HANGER, 14.3 METERS (47.0 FT) NORTHEAST OF
 AB0381'STATION RAYMONDVILLE, 25.9 METERS (85.0 FT) EAST SOUTHEAST OF RM 2,
 AB0381'15.2 METERS (50.0 FT) SOUTH OF THE SOUTH EDGE OF A EAST WEST ASPHALT
 AB0381'DRIVEWAY LEADING TO HANGER OFFICE.
 AB0381'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0383 ***********************************************************************
 AB0383  DESIGNATION -  RAYMONDVILLE RM 2
 AB0383  PID         -  AB0383
 AB0383  STATE/COUNTY-  TX/WILLACY
 AB0383  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0383
 AB0383                         *CURRENT SURVEY CONTROL
 AB0383  ___________________________________________________________________
 AB0383* NAD 83(1986)-  26 28 24.     (N)    097 47 21.     (W)     SCALED    
 AB0383* NAVD 88     -         9.748  (meters)      31.98   (feet)  ADJUSTED  
 AB0383  ___________________________________________________________________
 AB0383  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AB0383  DYNAMIC HT  -           9.732 (meters)      31.93  (feet)  COMP
 AB0383  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 AB0383
 AB0383  VERT ORDER  -  FIRST     CLASS II
 AB0383
 AB0383.The horizontal coordinates were scaled from a topographic map and have
 AB0383.an estimated accuracy of +/- 6 seconds.
 AB0383
 AB0383.The orthometric height was determined by differential leveling
 AB0383.and adjusted by the National Geodetic Survey in June 1991..
 AB0383
 AB0383.The geoid height was determined by GEOID03.
 AB0383
 AB0383.The dynamic height is computed by dividing the NAVD 88
 AB0383.geopotential number by the normal gravity value computed on the
 AB0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0383.degrees latitude (g = 980.6199 gals.).
 AB0383
 AB0383.The modeled gravity was interpolated from observed gravity values.
 AB0383
 AB0383;                    North         East    Units  Estimated Accuracy
 AB0383;SPC TX S     - 5,089,570.      370,880.      MT  (+/- 180 meters Scaled)
 AB0383
 AB0383                          SUPERSEDED SURVEY CONTROL
 AB0383
 AB0383.No superseded survey control is available for this station.
 AB0383
 AB0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ206286(NAD 83)
 AB0383_MARKER: DR = REFERENCE MARK DISK
 AB0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0383_STAMPING: RAYMONDVILLE NO 2 1949
 AB0383_MARK LOGO: CGS   
 AB0383_PROJECTION: RECESSED 12 CENTIMETERS
 AB0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0383+STABILITY: SURFACE MOTION
 AB0383
 AB0383  HISTORY     - Date     Condition        Report By
 AB0383  HISTORY     - 1949     MONUMENTED       CGS
 AB0383  HISTORY     - 1951     GOOD             NGS
 AB0383  HISTORY     - 1981     GOOD             NGS
 AB0383
 AB0383                          STATION DESCRIPTION
 AB0383
 AB0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0383'0.6 MI S FROM RAYMONDVILLE.
 AB0383'0.5 MILE SOUTH ALONG SOUTH THIRD STREET FROM THE COURTHOUSE AT
 AB0383'RAYMONDVILLE, THENCE 0.1 MILE SOUTHWEST TO THE FOX AIRPORT, 44 FEET
 AB0383'SOUTHEAST OF THE SOUTHEAST CORNER OF A HANGAR, 73.0 FEET NORTHWEST OF
 AB0383'TRIANGULATION STATION RAYMONDVILLE 1949, SET IN THE TOP OF A CONCRETE
 AB0383'POST WHICH IS FLUSH WITH THE GROUND.
 AB0383
 AB0383                          STATION RECOVERY (1981)
 AB0383
 AB0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0383'0.8 KM (0.5 MI) SOUTH ALONG THIRD STREET FROM THE COURTHOUSE IN
 AB0383'RAYMONDVILLE, THENCE 0.1 KM (0.05 MI) WEST ALONG WEST AVENUE TO THE
 AB0383'ENTRANCE TO THE FOX AIRPORT, 13.4 METERS (44.0 FT) SOUTHEAST OF THE
 AB0383'SOUTHEAST CORNER OF THE HANGER, 22.2 METERS (73.0 FT) NORTHWEST OF
 AB0383'STATION RAYMONDVILLE, 25.9 METERS (85.0 FT) WEST NORTHWEST OF RM
 AB0383'NUMBER 1, 0.6 METER (2.0 FT) NORTHEAST OF A POLE WITH RAINGUAGE.
 AB0383'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1645 ***********************************************************************
 AB1645  DESIGNATION -  RAYMONDVILLE ST HWY DEPT TWR
 AB1645  PID         -  AB1645
 AB1645  STATE/COUNTY-  TX/WILLACY
 AB1645  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1645
 AB1645                         *CURRENT SURVEY CONTROL
 AB1645  ___________________________________________________________________
 AB1645* NAD 83(1993)-  26 29 40.45386(N)    097 46 50.65298(W)     ADJUSTED  
 AB1645* NAVD 88     -                                                        
 AB1645  ___________________________________________________________________
 AB1645  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB1645  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AB1645
 AB1645  HORZ ORDER  -  THIRD
 AB1645
 AB1645.The horizontal coordinates were established by classical geodetic methods
 AB1645.and adjusted by the National Geodetic Survey in February 1996..
 AB1645
 AB1645
 AB1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1645
 AB1645.The geoid height was determined by GEOID03.
 AB1645
 AB1645;                    North         East     Units Scale Factor Converg.
 AB1645;SPC TX S     - 5,091,930.045   371,701.621   MT  0.99993359   +0 19 35.6
 AB1645;SPC TX S     -16,705,773.82  1,219,491.07   sFT  0.99993359   +0 19 35.6
 AB1645;UTM  14      - 2,931,033.109   621,511.098   MT  0.99978229   +0 32 38.4
 AB1645
 AB1645                          SUPERSEDED SURVEY CONTROL
 AB1645
 AB1645  NAD 83(1986)-  26 29 40.46387(N)    097 46 50.61806(W) AD(       ) 4
 AB1645  NAD 27      -  26 29 39.22600(N)    097 46 49.63900(W) AD(       ) 3
 AB1645
 AB1645.Superseded values are not recommended for survey control.
 AB1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1645.See file dsdata.txt to determine how the superseded data were derived.
 AB1645
 AB1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2151131033(NAD 83)
 AB1645_MARKER: 43 = RADIO/TV TOWER
 AB1645
 AB1645  HISTORY     - Date     Condition        Report By
 AB1645  HISTORY     - 1961     FIRST OBSERVED   CGS
 AB1645
 AB1645                          STATION DESCRIPTION
 AB1645
 AB1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1645'THE STATION IS THE TOP CENTER OF THE RADIO TOWER WHICH IS
 AB1645'APPROXIMATELY 3/4 MILE NORTH OF RAYMONDVILLE AND ALONG THE
 AB1645'EAST SIDE OF U.S. HIGHWAY 77.
 AB1645'
 AB1645'THE TOWER IS A THREE LEGGED STEEL STRUCTURE, PAINTED RED AND
 AB1645'WHITE, 125 FEET HIGH.  THERE IS A LARGE HORIZONTAL ANTENNA ON
 AB1645'THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1647 ***********************************************************************
 AB1647  DESIGNATION -  RAYMONDVILLE VALEE COMP TANK
 AB1647  PID         -  AB1647
 AB1647  STATE/COUNTY-  TX/WILLACY
 AB1647  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1647
 AB1647                         *CURRENT SURVEY CONTROL
 AB1647  ___________________________________________________________________
 AB1647* NAD 83(1993)-  26 29 56.25083(N)    097 46 44.45021(W)     ADJUSTED  
 AB1647* NAVD 88     -                                                        
 AB1647  ___________________________________________________________________
 AB1647  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB1647  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AB1647
 AB1647  HORZ ORDER  -  THIRD
 AB1647
 AB1647.The horizontal coordinates were established by classical geodetic methods
 AB1647.and adjusted by the National Geodetic Survey in February 1996..
 AB1647
 AB1647
 AB1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1647
 AB1647.The geoid height was determined by GEOID03.
 AB1647
 AB1647;                    North         East     Units Scale Factor Converg.
 AB1647;SPC TX S     - 5,092,417.161   371,870.603   MT  0.99993293   +0 19 38.4
 AB1647;SPC TX S     -16,707,371.97  1,220,045.47   sFT  0.99993293   +0 19 38.4
 AB1647;UTM  14      - 2,931,520.790   621,678.204   MT  0.99978279   +0 32 41.5
 AB1647
 AB1647                          SUPERSEDED SURVEY CONTROL
 AB1647
 AB1647  NAD 83(1986)-  26 29 56.26074(N)    097 46 44.41540(W) AD(       ) 4
 AB1647  NAD 27      -  26 29 55.02400(N)    097 46 43.43500(W) AD(       ) 3
 AB1647
 AB1647.Superseded values are not recommended for survey control.
 AB1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1647.See file dsdata.txt to determine how the superseded data were derived.
 AB1647
 AB1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2167831521(NAD 83)
 AB1647_MARKER: 53 = ELEVATED TANK
 AB1647
 AB1647  HISTORY     - Date     Condition        Report By
 AB1647  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1647
 AB1647                          STATION DESCRIPTION
 AB1647
 AB1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1647'THE STATION IS LOCATED ABOUT 1.3 MILES NORTH-NORTHEAST OF THE
 AB1647'CENTER OF RAYMONDVILLE, 0.1 MILE EAST OF U.S. HIGHWAY 77 AND 80
 AB1647'FEET EAST OF RAILROAD TRACKS.
 AB1647'
 AB1647'IT IS A 8 LEGGED STEEL STRUCTURE SUPPORTING A FLAT TOPPED TANK.
 AB1647'IT HAS AN OVERALL HEIGHT OF 100 FEET.  THE POINT OBSERVED UPON
 AB1647'WAS THE WATER LINE FROM THE BOTTOM OF THE TANK TO THE GROUND.
 AB1647'
 AB1647'TO REACH THE WATER TANK FROM THE JUNCTION OF U.S. HIGHWAY 77
 AB1647'AND STATE HIGHWAY 186 IN RAYMONDVILLE, GO NORTH ON U.S. HIGHWAY
 AB1647'77 FOR 1.2 MILES TO THE VALEE COMPRESS AND WAREHOUSE COMPANY
 AB1647'ON THE RIGHT AND WATER TANK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1644 ***********************************************************************
 AB1644  DESIGNATION -  RAYMONDVILLE WATER TANK
 AB1644  PID         -  AB1644
 AB1644  STATE/COUNTY-  TX/WILLACY
 AB1644  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1644
 AB1644                         *CURRENT SURVEY CONTROL
 AB1644  ___________________________________________________________________
 AB1644* NAD 83(1993)-  26 29 01.54241(N)    097 46 58.29724(W)     ADJUSTED  
 AB1644* NAVD 88     -                                                        
 AB1644  ___________________________________________________________________
 AB1644  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB1644  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AB1644
 AB1644  HORZ ORDER  -  THIRD
 AB1644
 AB1644.The horizontal coordinates were established by classical geodetic methods
 AB1644.and adjusted by the National Geodetic Survey in February 1996..
 AB1644
 AB1644
 AB1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1644
 AB1644.The geoid height was determined by GEOID03.
 AB1644
 AB1644;                    North         East     Units Scale Factor Converg.
 AB1644;SPC TX S     - 5,090,731.378   371,496.751   MT  0.99993527   +0 19 32.1
 AB1644;SPC TX S     -16,701,841.20  1,218,818.92   sFT  0.99993527   +0 19 32.1
 AB1644;UTM  14      - 2,929,833.857   621,310.807   MT  0.99978169   +0 32 34.2
 AB1644
 AB1644                          SUPERSEDED SURVEY CONTROL
 AB1644
 AB1644  NAD 83(1986)-  26 29 01.55287(N)    097 46 58.26389(W) AD(       ) 4
 AB1644  NAD 27      -  26 29 00.31000(N)    097 46 57.28000(W) AD(       ) 3
 AB1644
 AB1644.Superseded values are not recommended for survey control.
 AB1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1644.See file dsdata.txt to determine how the superseded data were derived.
 AB1644
 AB1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2131129834(NAD 83)
 AB1644_MARKER: 53 = ELEVATED TANK
 AB1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1644+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1644
 AB1644  HISTORY     - Date     Condition        Report By
 AB1644  HISTORY     - 1913     FIRST OBSERVED   CGS
 AB1644  HISTORY     - 20040204 GOOD             USPSQD
 AB1644
 AB1644                          STATION DESCRIPTION
 AB1644
 AB1644'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7756 ***********************************************************************
 AB7756  SACS        -  This is a Secondary Airport Control Station.
 AB7756  DESIGNATION -  RBD AP STA B
 AB7756  PID         -  AB7756
 AB7756  STATE/COUNTY-  TX/DALLAS
 AB7756  USGS QUAD   -  OAK CLIFF (1981)
 AB7756
 AB7756                         *CURRENT SURVEY CONTROL
 AB7756  ___________________________________________________________________
 AB7756* NAD 83(1993)-  32 40 28.00332(N)    096 51 43.22551(W)     ADJUSTED  
 AB7756* NAVD 88     -       196.57   (meters)     644.9    (feet)  GPS OBS   
 AB7756  ___________________________________________________________________
 AB7756  X           -    -642,100.903 (meters)                     COMP
 AB7756  Y           -  -5,335,699.099 (meters)                     COMP
 AB7756  Z           -   3,423,714.871 (meters)                     COMP
 AB7756  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 AB7756  ELLIP HEIGHT-         169.91  (meters)          (06/21/01) GPS OBS
 AB7756  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AB7756
 AB7756  HORZ ORDER  -  FIRST
 AB7756  ELLP ORDER  -  FIFTH     CLASS I
 AB7756
 AB7756.This mark is at Redbird (RBD) Airport (RBD)
 AB7756
 AB7756.The horizontal coordinates were established by GPS observations
 AB7756.and adjusted by the National Geodetic Survey in November 1996..
 AB7756
 AB7756.The orthometric height was determined by GPS observations and a
 AB7756.high-resolution geoid model.
 AB7756
 AB7756.GPS derived orthometric heights for airport stations designated as
 AB7756.PACS or SACS are published to 2 decimal places.  This maintains
 AB7756.centimeter relative accuracy between the PACS and SACS.  It does
 AB7756.not indicate centimeter accuracy relative to other marks which are
 AB7756.part of the NAVD 88 network.
 AB7756
 AB7756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7756
 AB7756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7756
 AB7756.The ellipsoidal height was determined by GPS observations
 AB7756.and is referenced to NAD 83.
 AB7756
 AB7756.The geoid height was determined by GEOID03.
 AB7756
 AB7756;                    North         East     Units Scale Factor Converg.
 AB7756;SPC TXNC     - 2,112,950.266   753,612.915   MT  0.99989415   +0 53 36.1
 AB7756;SPC TXNC     - 6,932,237.66  2,472,478.37   sFT  0.99989415   +0 53 36.1
 AB7756;UTM  14      - 3,617,216.702   700,472.200   MT  1.00009559   +1 09 16.6
 AB7756
 AB7756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7756!SPC TXNC     -   0.99997332  x   0.99989415  =   0.99986748
 AB7756!UTM  14      -   0.99997332  x   1.00009559  =   1.00006891
 AB7756
 AB7756:                Primary Azimuth Mark                     Grid Az
 AB7756:SPC TXNC     -  RBD ARP                                  324 25 16.5
 AB7756:UTM  14      -  RBD ARP                                  324 09 36.0
 AB7756
 AB7756|---------------------------------------------------------------------|
 AB7756| PID    Reference Object                     Distance      Geod. Az  |
 AB7756|                                                           dddmmss.s |
 AB7756| AB2785 RBD ARP                             APPROX. 0.7 KM 3251852.6 |
 AB7756|---------------------------------------------------------------------|
 AB7756
 AB7756                          SUPERSEDED SURVEY CONTROL
 AB7756
 AB7756  ELLIP H (11/04/96)  169.98   (m)                       GP(       ) 5 1
 AB7756
 AB7756.Superseded values are not recommended for survey control.
 AB7756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7756.See file dsdata.txt to determine how the superseded data were derived.
 AB7756
 AB7756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0047217217(NAD 83)
 AB7756_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7756_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB7756_STAMPING: AP 1966 STA B
 AB7756_MARK LOGO: CGS   
 AB7756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7756+STABILITY: SURFACE MOTION
 AB7756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7756+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1995
 AB7756
 AB7756  HISTORY     - Date     Condition        Report By
 AB7756  HISTORY     - 1966     MONUMENTED       CGS
 AB7756  HISTORY     - 19850615 GOOD             NGS
 AB7756  HISTORY     - 19950203 GOOD             NGS
 AB7756
 AB7756                          STATION DESCRIPTION
 AB7756
 AB7756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AB7756'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE NW-SE RUNWAY AT THE SE
 AB7756'END.  IT IS 90.0 FT (27.4 M) SW OF THE SOUTH CORNER OF THE RUNWAY, AND
 AB7756'ON LINE WITH THE RUNWAY END, AND 83.6 FT (25.5 M) SW OF THE SOUTHERN
 AB7756'MOST THRESHOLD LIGHT.  THE MARK IS A STANDARD TOPOGRAPHIC DISK SET IN
 AB7756'THE TOP OF A CONCRETE POST AND IS SET FLUSH WITH THE GROUND.  THE DISK
 AB7756'IS STAMPED AP 1966 STA B.
 AB7756
 AB7756                          STATION RECOVERY (1995)
 AB7756
 AB7756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7756'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) WEST OF INTERSTATE HIGHWAY
 AB7756'35E, 3 KM (1.85 MI) NORTH OF INTERSTATE HIGHWAY 20, ON THE SOUTHWEST
 AB7756'SIDE OF DALLAS, AT THE REDBIRD AIRPORT, IN THE SOUTHEAST AREA OF THE
 AB7756'AIRFIELD, ON THE SOUTHWEST SIDE OF RUNWAY END 31.  OWNERSHIP--CITY OF
 AB7756'DALLAS, 5303 CHALLENGER DRIVE LB 17, DALLAS, TX 75237.  AIRPORT
 AB7756'MANAGER IS LUIS GUTIERREC.  PHONE 214-670-7612.  CONTACT HIM ONE DAY
 AB7756'IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE
 AB7756'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 67
 AB7756'(EXIT 464) ON THE SOUTHWEST SIDE OF DALLAS, GO NORTHEAST ON HIGHWAY 67
 AB7756'FOR 2.07 KM (1.30 MI) TO AN EXIT RAMP RIGHT.  BEAR RIGHT, NORTHEAST,
 AB7756'ON RAMP AND FRONTAGE ROAD FOR 0.38 KM (0.25 MI) TO A CROSSROAD
 AB7756'(REDBIRD LANE) .  CONTINUE AHEAD, NORTHEAST, ON FRONTAGE ROAD FOR 0.63
 AB7756'KM (0.40 MI) TO A CROSSROAD (HAMPTON ROAD) .  TURN LEFT, NORTHWEST, ON
 AB7756'HAMPTON ROAD FOR 0.95 KM (0.60 MI) TO CHALLENGER DRIVE (AIRPORT
 AB7756'ENTRANCE) ON THE LEFT JUST AFTER A FIRE STATION.  TURN LEFT, WEST AND
 AB7756'SOUTHWEST, ON CHALLENGER DRIVE FOR 0.93 KM (0.55 MI) TO THE TERMINAL.
 AB7756'SECURITY WILL ESCORT YOU FROM HERE.  STATION IS SET IN THE TOP OF A 20
 AB7756'CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND. IT IS 27.6 M (90.6
 AB7756'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUNWAY, 25.5 M (83.7 FT)
 AB7756'WEST-SOUTHWEST OF THE SOUTHERN MOST THRESHOLD LIGHT, 12.9 M (42.3 FT)
 AB7756'SOUTH-SOUTHEAST OF THE CENTER OF A CONCRETE PAD, AND 0.2 M (0.7 FT)
 AB7756'NORTHEAST OF A PLASTIC WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2785 ***********************************************************************
 AB2785  PACS        -  This is a Primary Airport Control Station.
 AB2785  DESIGNATION -  RBD ARP
 AB2785  PID         -  AB2785
 AB2785  STATE/COUNTY-  TX/DALLAS
 AB2785  USGS QUAD   -  OAK CLIFF (1981)
 AB2785
 AB2785                         *CURRENT SURVEY CONTROL
 AB2785  ___________________________________________________________________
 AB2785* NAD 83(1993)-  32 40 46.93294(N)    096 51 58.71587(W)     ADJUSTED  
 AB2785* NAVD 88     -       199.57   (meters)     654.8    (feet)  GPS OBS   
 AB2785  ___________________________________________________________________
 AB2785  X           -    -642,464.269 (meters)                     COMP
 AB2785  Y           -  -5,335,340.768 (meters)                     COMP
 AB2785  Z           -   3,424,207.330 (meters)                     COMP
 AB2785  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 AB2785  ELLIP HEIGHT-         172.89  (meters)          (10/24/00) GPS OBS
 AB2785  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AB2785
 AB2785  HORZ ORDER  -  B
 AB2785  ELLP ORDER  -  FOURTH    CLASS II
 AB2785
 AB2785.This mark is at Redbird (RBD) Airport (RBD)
 AB2785
 AB2785.The horizontal coordinates were established by GPS observations
 AB2785.and adjusted by the National Geodetic Survey in February 1996..
 AB2785
 AB2785.The orthometric height was determined by GPS observations and a
 AB2785.high-resolution geoid model.
 AB2785
 AB2785.GPS derived orthometric heights for airport stations designated as
 AB2785.PACS or SACS are published to 2 decimal places.  This maintains
 AB2785.centimeter relative accuracy between the PACS and SACS.  It does
 AB2785.not indicate centimeter accuracy relative to other marks which are
 AB2785.part of the NAVD 88 network.
 AB2785
 AB2785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2785
 AB2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2785
 AB2785.The ellipsoidal height was determined by GPS observations
 AB2785.and is referenced to NAD 83.
 AB2785
 AB2785.The geoid height was determined by GEOID03.
 AB2785
 AB2785;                    North         East     Units Scale Factor Converg.
 AB2785;SPC TXNC     - 2,113,526.981   753,200.352   MT  0.99989356   +0 53 27.6
 AB2785;SPC TXNC     - 6,934,129.77  2,471,124.82   sFT  0.99989356   +0 53 27.6
 AB2785;UTM  14      - 3,617,791.645   700,056.927   MT  1.00009354   +1 09 08.8
 AB2785
 AB2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2785!SPC TXNC     -   0.99997286  x   0.99989356  =   0.99986642
 AB2785!UTM  14      -   0.99997286  x   1.00009354  =   1.00006639
 AB2785
 AB2785|---------------------------------------------------------------------|
 AB2785| PID    Reference Object                     Distance      Geod. Az  |
 AB2785|                                                           dddmmss.s |
 AB2785| AB7758 RBD NO 1                            348.693 METERS 01150     |
 AB2785| AB7756 RBD AP STA B                        APPROX. 0.7 KM 1451844.3 |
 AB2785|---------------------------------------------------------------------|
 AB2785
 AB2785                          SUPERSEDED SURVEY CONTROL
 AB2785
 AB2785  ELLIP H (02/20/96)  172.96   (m)                       GP(       ) 1 1
 AB2785
 AB2785.Superseded values are not recommended for survey control.
 AB2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2785.See file dsdata.txt to determine how the superseded data were derived.
 AB2785
 AB2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0005717792(NAD 83)
 AB2785_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB2785_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB2785_STAMPING: ARP 1966
 AB2785_MARK LOGO: CGS   
 AB2785_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2785+STABILITY: SURFACE MOTION
 AB2785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2785+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AB2785
 AB2785  HISTORY     - Date     Condition        Report By
 AB2785  HISTORY     - 1966     MONUMENTED       CGS
 AB2785  HISTORY     - 19920615 GOOD             NGS
 AB2785  HISTORY     - 19950203 GOOD             NGS
 AB2785  HISTORY     - 20010730 GOOD             NGS
 AB2785  HISTORY     - 20030506 GOOD             JCLS
 AB2785
 AB2785                          STATION DESCRIPTION
 AB2785
 AB2785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AB2785'STATION IS LOCATED IN THE GRASS ISLAND BETWEEN THE INTERSECTION OF THE
 AB2785'RUNWAYS AND THE CONTROL TOWER ABOUT ON LINE BETWEEN A CONCRETE SLAB
 AB2785'AND A TAXIWAY MARKER SIGN.  IT IS 123.8 FT (37.7 M) SE OF TAXIWAY
 AB2785'MARKER SIGN J, 94.7 FT (28.9 M) SE OF THE NE CORNER OF THE ASPHALT
 AB2785'OVERLAY TO RUNWAY 17/35, 78.5 FT (23.9 M) E OF THE E EDGE OF RUNWAY
 AB2785'17/35, 65.0 FT (19.8 M) NW OF THE CENTER OF A CONCRETE SLAB, AND 32.5
 AB2785'FT (9.9 M) W OF THE CENTER OF A SHALLOW DRAINAGE DITCH.  STATION IS A
 AB2785'STANDARD USCGS TOPO DISK STAMPED ARP 1966 SET IN THE TOP OF A CONCRETE
 AB2785'POST SET ABOUT FLUSH WITH THE GROUND.
 AB2785
 AB2785                          STATION RECOVERY (1995)
 AB2785
 AB2785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2785'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) WEST OF INTERSTATE HIGHWAY
 AB2785'35E, 3 KM (1.85 MI) NORTH OF INTERSTATE HIGHWAY 20, ON THE SOUTHWEST
 AB2785'SIDE OF DALLAS, AT THE REDBIRD AIRPORT, NEAR THE CENTER OF THE WEST
 AB2785'SIDE OF A GRASS ISLAND ACROSS THE APRON FROM THE TERMINAL.
 AB2785'OWNERSHIP--CITY OF DALLAS, 5303 CHALLENGER DRIVE LB 17, DALLAS, TX
 AB2785'75237.  AIRPORT MANAGER IS LUIS GUTIERREC.  PHONE 214-670-7612.
 AB2785'CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.
 AB2785'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 20
 AB2785'AND STATE HIGHWAY 67 (EXIT 464) ON THE SOUTHWEST SIDE OF DALLAS, GO
 AB2785'NORTHEAST ON HIGHWAY 67 FOR 2.07 KM (1.30 MI) TO AN EXIT RAMP RIGHT.
 AB2785'BEAR RIGHT, NORTHEAST, ON RAMP AND FRONTAGE ROAD FOR 0.38 KM (0.25 MI)
 AB2785'TO A CROSSROAD (REDBIRD LANE) .  CONTINUE AHEAD, NORTHEAST, ON
 AB2785'FRONTAGE ROAD FOR 0.63 KM (0.40 MI) TO A CROSSROAD (HAMPTON ROAD) .
 AB2785'TURN LEFT, NORTHWEST, ON HAMPTON ROAD FOR 0.95 KM (0.60 MI) TO
 AB2785'CHALLENGER DRIVE (AIRPORT ENTRANCE) ON THE LEFT JUST AFTER A FIRE
 AB2785'STATION.  TURN LEFT, WEST AND SOUTHWEST, ON CHALLENGER DRIVE FOR 0.93
 AB2785'KM (0.55 MI) TO THE TERMINAL.  SECURITY WILL ESCORT YOU FROM HERE.
 AB2785'STATION IS SET IN THE TOP OF A 20 CM ROUND CONCRETE POST SET FLUSH
 AB2785'WITH THE GROUND.  IT IS 37.7 M (123.7 FT) SOUTHEAST OF TAXI MARKER
 AB2785'SIGN J, 28.8 M (94.5 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AB2785'ASPHALT OVERLAY OF RUNWAY 17-35, 23.9 M (78.4 FT) EAST OF THE EAST
 AB2785'EDGE OF RUNWAY 17-35, 19.8 M (65.0 FT) NORTHWEST OF THE CENTER OF A
 AB2785'CONCRETE SLAB, 10.0 M (32.8 FT) WEST OF THE CENTER OF A SHALLOW
 AB2785'DRAINAGE DITCH, AND 0.1 M (0.3 FT) NORTHEAST OF A PLASTIC WITNESS
 AB2785'POST.  DESCRIBED BY D.G.  AUG
 AB2785
 AB2785                          STATION RECOVERY (2001)
 AB2785
 AB2785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB2785'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AB2785
 AB2785                          STATION RECOVERY (2003)
 AB2785
 AB2785'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AB2785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7757 ***********************************************************************
 AB7757  SACS        -  This is a Secondary Airport Control Station.
 AB7757  DESIGNATION -  RBD E
 AB7757  PID         -  AB7757
 AB7757  STATE/COUNTY-  TX/DALLAS
 AB7757  USGS QUAD   -  OAK CLIFF (1981)
 AB7757
 AB7757                         *CURRENT SURVEY CONTROL
 AB7757  ___________________________________________________________________
 AB7757* NAD 83(1993)-  32 41 06.29376(N)    096 52 22.37935(W)     ADJUSTED  
 AB7757* NAVD 88     -       200.03   (meters)     656.3    (feet)  GPS OBS   
 AB7757  ___________________________________________________________________
 AB7757  X           -    -643,037.859 (meters)                     COMP
 AB7757  Y           -  -5,334,947.648 (meters)                     COMP
 AB7757  Z           -   3,424,709.569 (meters)                     COMP
 AB7757  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 AB7757  ELLIP HEIGHT-         173.33  (meters)          (06/21/01) GPS OBS
 AB7757  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AB7757
 AB7757  HORZ ORDER  -  FIRST
 AB7757  ELLP ORDER  -  FIFTH     CLASS I
 AB7757
 AB7757.This mark is at Redbird (RBD) Airport (RBD)
 AB7757
 AB7757.The horizontal coordinates were established by GPS observations
 AB7757.and adjusted by the National Geodetic Survey in November 1996..
 AB7757
 AB7757.The orthometric height was determined by GPS observations and a
 AB7757.high-resolution geoid model.
 AB7757
 AB7757.GPS derived orthometric heights for airport stations designated as
 AB7757.PACS or SACS are published to 2 decimal places.  This maintains
 AB7757.centimeter relative accuracy between the PACS and SACS.  It does
 AB7757.not indicate centimeter accuracy relative to other marks which are
 AB7757.part of the NAVD 88 network.
 AB7757
 AB7757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7757
 AB7757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7757
 AB7757.The ellipsoidal height was determined by GPS observations
 AB7757.and is referenced to NAD 83.
 AB7757
 AB7757.The geoid height was determined by GEOID03.
 AB7757
 AB7757;                    North         East     Units Scale Factor Converg.
 AB7757;SPC TXNC     - 2,114,113.694   752,574.760   MT  0.99989296   +0 53 14.7
 AB7757;SPC TXNC     - 6,936,054.68  2,469,072.36   sFT  0.99989296   +0 53 14.7
 AB7757;UTM  14      - 3,618,375.612   699,428.538   MT  1.00009044   +1 08 56.6
 AB7757
 AB7757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7757!SPC TXNC     -   0.99997279  x   0.99989296  =   0.99986575
 AB7757!UTM  14      -   0.99997279  x   1.00009044  =   1.00006322
 AB7757
 AB7757                          SUPERSEDED SURVEY CONTROL
 AB7757
 AB7757  ELLIP H (11/04/96)  173.41   (m)                       GP(       ) 5 1
 AB7757
 AB7757.Superseded values are not recommended for survey control.
 AB7757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7757.See file dsdata.txt to determine how the superseded data were derived.
 AB7757
 AB7757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9942918376(NAD 83)
 AB7757_MARKER: DD = SURVEY DISK
 AB7757_SETTING: 0 = UNSPECIFIED SETTING
 AB7757_SP_SET: STORM DRAIN
 AB7757_STAMPING: RBD E 1979
 AB7757_MARK LOGO: NOS   
 AB7757_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7757+STABILITY: SURFACE MOTION
 AB7757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7757+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1998
 AB7757
 AB7757  HISTORY     - Date     Condition        Report By
 AB7757  HISTORY     - 1979     MONUMENTED       NOS
 AB7757  HISTORY     - 19920615 GOOD             NGS
 AB7757  HISTORY     - 19950203 GOOD             NGS
 AB7757  HISTORY     - 19980415 GOOD             NGS
 AB7757
 AB7757                          STATION DESCRIPTION
 AB7757
 AB7757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AB7757'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE AIRPORT IN A
 AB7757'CONCRETE MANHOLE IN THE GRASS AREA BETWEEN RWY END 13 AND THE PARALLEL
 AB7757'TAXIWAY.  IT IS 400.6 FT (122.1 M) EAST OF THE C/L END OF RUNWAY 13,
 AB7757'122.8 FT (37.4 M) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 13 AND
 AB7757'117.3 FT (35.8 M) NORTHEAST OF THE SECOND RUNWAY LIGHT SOUTHEAST OF
 AB7757'THE END.  IT IS SET IN A DRILL HOLE IN THE WEST CORNER OF A 6 FT (1.8
 AB7757'M) X 6 FT (1.8 M) CONCRETE MANHOLE WHICH IS ON LINE BETWEEN TWO LARGER
 AB7757'CONCRETE STORM DRAINS.  THE STATION IS AN NOS DISK STAMPED RBD E 1979.
 AB7757'NOTE, IT IS 60.8 FT (18.5 M) EAST OF THE EAST CORNER OF THE CONCRETE
 AB7757'BASE OF THE SE SET OF VASI SERVING RUNWAY 13. ADDL INFO.
 AB7757
 AB7757                          STATION RECOVERY (1995)
 AB7757
 AB7757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7757'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) WEST OF INTERSTATE HIGHWAY
 AB7757'35E, 3 KM (1.85 MI) NORTH OF INTERSTATE HIGHWAY 20, ON THE SOUTHWEST
 AB7757'SIDE OF DALLAS, AT THE REDBIRD AIRPORT, IN THE MEDIAN OF RUNWAY 13-31,
 AB7757'AND ON THE SOUTHEAST SIDE OF THE FIRST CONNECTOR TAXI SOUTHEAST OF
 AB7757'RUNWAY END 13.  OWNERSHIP--CITY OF DALLAS, 5303 CHALLENGER DRIVE LB
 AB7757'17, DALLAS, TX 75237.  AIRPORT MANAGER IS LUIS GUTIERREC.  PHONE
 AB7757'214-670-7612.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 AB7757'THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AB7757'INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 67 (EXIT 464) ON THE SOUTHWEST
 AB7757'SIDE OF DALLAS, GO NORTHEAST ON HIGHWAY 67 FOR 2.07 KM (1.30 MI) TO AN
 AB7757'EXIT RAMP RIGHT.  BEAR RIGHT, NORTHEAST, ON RAMP AND FRONTAGE ROAD FOR
 AB7757'0.38 KM (0.25 MI) TO A CROSSROAD (REDBIRD LANE) . CONTINUE AHEAD,
 AB7757'NORTHEAST, ON FRONTAGE ROAD FOR 0.63 KM (0.40 MI) TO A CROSSROAD
 AB7757'(HAMPTON ROAD) .  TURN LEFT, NORTHWEST, ON HAMPTON ROAD FOR 0.95 KM
 AB7757'(0.60 MI) TO CHALLENGER DRIVE (AIRPORT ENTRANCE) ON THE LEFT JUST
 AB7757'AFTER A FIRE STATION.  TURN LEFT, WEST AND SOUTHWEST, ON CHALLENGER
 AB7757'DRIVE FOR 0.93 KM (0.55 MI) TO THE TERMINAL.  SECURITY WILL ESCORT YOU
 AB7757'FROM HERE.  STATION IS SET IN THE WEST CORNER OF A 2 M (6.6 FT) X 2 M
 AB7757'(6.6 FT) CONCRETE FOUNDATION OF A MANHOLE COVER WHICH IS ON LINE
 AB7757'BETWEEN TWO LARGER CONCRETE STORM DRAINS.  IT IS 37.5 M (123.0 FT)
 AB7757'NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY, 22.2 M (72.8 FT)
 AB7757'SOUTHWEST OF THE SOUTHWEST EDGE OF THE PARALLEL TAXI, AND 18.4 M (60.4
 AB7757'FT) EAST OF THE EAST CORNER OF THE CONCRETE BASE OF THE SOUTHEAST SET
 AB7757'OF VASI FOR RUNWAY 13.  DESCRIBED BY D.G.  AUG
 AB7757
 AB7757                          STATION RECOVERY (1998)
 AB7757
 AB7757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (LJL)
 AB7757'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION IS
 AB7757'LOCATED APPROXIMATELY 7 AIRLINE MILES SOUTH-SOUTHWEST FROM DOWNTOWN
 AB7757'DALLAS, 2 MILES (3.2 KM) NORTH FROM INTERSTATE HIGHWAY 20, 1 MILE (1.6
 AB7757'KM) NORTHWEST FROM STATE HIGHWAY 67, AT THE REDBIRD AIRPORT, 1/4 MILE
 AB7757'SOUTHEAST FROM RUNWAY END 13.  CONTACT CLIFFORD YORK, THE AIRPORT
 AB7757'MANAGER, AT 214-670-7612.  TO REACH THE STATION FROM INTERSTATE
 AB7757'HIGHWAY 20 PROCEED 1.55 MILES (2.49 KM) NORTH ALONG STATE HIGHWAY 67,
 AB7757'THENCE 0.40 MILE (0.64 KM) EAST ALONG WEST REDBIRD LANE, THENCE 0.6
 AB7757'MILE (1.0 KM) NORTH ALONG SOUTH HAMPTON ROAD, THENCE 0.55 MILE (0.89
 AB7757'KM) SOUTHWEST ALONG CHALLENGER DRIVE (AIRPORT ENTRANCE ROAD) TO THE
 AB7757'TERMINAL BUILDING AND THE AIRPORT MANAGER, THENCE 0.2 MILE (0.3 KM)
 AB7757'WEST ALONG THE MAIN RAMP AND TAXIWAY J AND CROSSING RUNWAY 17-35,
 AB7757'THENCE 0.5 MILE (0.8 KM) NORTHWEST ALONG TAXIWAY C. THE STATION IS AN
 AB7757'NOS SURVEY DISK SET IN A DRILL HOLE IN THE WEST CORNER OF A 6-FT
 AB7757'SQUARE CONCRETE SLAB WHICH SURROUNDS A METAL MANHOLE COVER.  IT IS
 AB7757'1362.07 FT (415.16 M) SOUTHEAST FROM THE PK NAIL AND NGS WASHER AT CL
 AB7757'END RWY 13, 320 FT (97.5 M) SOUTHEAST OF THE CENTERLINE OF TAXIWAY E,
 AB7757'72.8 FT (22.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF TAXIWAY C, 122.8
 AB7757'FT (37.4 M) NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY, 60.8 FT
 AB7757'(18.5 M) EAST OF THE EAST CORNER OF THE CONCRETE BASE OF THE SOUTHEAST
 AB7757'1 OF 2 VASI SERVING RUNWAY 13, ONLINE BETWEEN 2 LARGE STORM DRAINS.
 AB7757'THE STATION IS FLUSH WITH THE GROUND. THIS IS A SECONDARY AIRPORT
 AB7757'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7758 ***********************************************************************
 AB7758  DESIGNATION -  RBD NO 1
 AB7758  PID         -  AB7758
 AB7758  STATE/COUNTY-  TX/DALLAS
 AB7758  USGS QUAD   -  OAK CLIFF (1981)
 AB7758
 AB7758                         *CURRENT SURVEY CONTROL
 AB7758  ___________________________________________________________________
 AB7758* NAD 83(1993)-  32 40 58.01141(N)    096 51 55.96982(W)     ADJUSTED  
 AB7758* NAVD 88     -       199.2    (meters)     654.     (feet)  GPS OBS   
 AB7758  ___________________________________________________________________
 AB7758  X           -    -642,371.171 (meters)                     COMP
 AB7758  Y           -  -5,335,166.044 (meters)                     COMP
 AB7758  Z           -   3,424,494.379 (meters)                     COMP
 AB7758  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 AB7758  ELLIP HEIGHT-         172.51  (meters)          (06/21/01) GPS OBS
 AB7758  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AB7758
 AB7758  HORZ ORDER  -  THIRD
 AB7758  ELLP ORDER  -  FIFTH     CLASS I
 AB7758
 AB7758.This mark is at Redbird (RBD) Airport (RBD)
 AB7758
 AB7758.The horizontal coordinates were established by GPS observations
 AB7758.and adjusted by the National Geodetic Survey in November 1996..
 AB7758
 AB7758.The orthometric height was determined by GPS observations and a
 AB7758.high-resolution geoid model.
 AB7758
 AB7758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7758
 AB7758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7758
 AB7758.The ellipsoidal height was determined by GPS observations
 AB7758.and is referenced to NAD 83.
 AB7758
 AB7758.The geoid height was determined by GEOID03.
 AB7758
 AB7758;                    North         East     Units Scale Factor Converg.
 AB7758;SPC TXNC     - 2,113,869.291   753,266.568   MT  0.99989321   +0 53 29.1
 AB7758;SPC TXNC     - 6,935,252.83  2,471,342.07   sFT  0.99989321   +0 53 29.1
 AB7758;UTM  14      - 3,618,134.322   700,121.594   MT  1.00009385   +1 09 10.7
 AB7758
 AB7758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7758!SPC TXNC     -   0.99997292  x   0.99989321  =   0.99986613
 AB7758!UTM  14      -   0.99997292  x   1.00009385  =   1.00006676
 AB7758
 AB7758|---------------------------------------------------------------------|
 AB7758| PID    Reference Object                     Distance      Geod. Az  |
 AB7758|                                                           dddmmss.s |
 AB7758| AB2785 RBD ARP                             348.693 METERS 19150     |
 AB7758|---------------------------------------------------------------------|
 AB7758
 AB7758                          SUPERSEDED SURVEY CONTROL
 AB7758
 AB7758  ELLIP H (11/04/96)  172.58   (m)                       GP(       ) 5 1
 AB7758
 AB7758.Superseded values are not recommended for survey control.
 AB7758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7758.See file dsdata.txt to determine how the superseded data were derived.
 AB7758
 AB7758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0012218134(NAD 83)
 AB7758_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7758_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB7758_SP_SET: APRON
 AB7758_STAMPING: RBD NO 1 1969
 AB7758_MARK LOGO: CGS   
 AB7758_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7758+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1985
 AB7758
 AB7758  HISTORY     - Date     Condition        Report By
 AB7758  HISTORY     - 1969     MONUMENTED       CGS
 AB7758  HISTORY     - 19850615 GOOD             NGS
 AB7758
 AB7758                          STATION DESCRIPTION
 AB7758
 AB7758'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AB7758'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AB7758
 AB7758                          STATION RECOVERY (1985)
 AB7758
 AB7758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AB7758'THE STATION IS LOCATED NEAR THE SECOND HANGAR NORTH OF THE CONTROL
 AB7758'TOWER, 52.8 FT (16.1 M) WEST OF THE WEST CORNER OF THE HANGAR AND ON
 AB7758'LINE WITH THE END.  A STANDARD TOPOGRAPHIC DISK STAMPED RBD NO 1 1969,
 AB7758'SET IN A DRILL HOLE IN THE CONCRETE APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0718 ***********************************************************************
 CD0718  DESIGNATION -  R=CHERRY
 CD0718  PID         -  CD0718
 CD0718  STATE/COUNTY-  TX/CULBERSON
 CD0718  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0718
 CD0718                         *CURRENT SURVEY CONTROL
 CD0718  ___________________________________________________________________
 CD0718* NAD 83(1993)-  31 54 31.87779(N)    104 43 36.87126(W)     ADJUSTED  
 CD0718* NAVD 88     -      1501.227  (meters)    4925.28   (feet)  ADJUSTED  
 CD0718  ___________________________________________________________________
 CD0718  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 CD0718  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CD0718  DYNAMIC HT  -        1498.903 (meters)    4917.65  (feet)  COMP
 CD0718  MODELED GRAV-     979,038.2   (mgal)                       NAVD 88
 CD0718
 CD0718  HORZ ORDER  -  FIRST
 CD0718  VERT ORDER  -  FIRST     CLASS I
 CD0718
 CD0718.The horizontal coordinates were established by classical geodetic methods
 CD0718.and adjusted by the National Geodetic Survey in February 1996..
 CD0718
 CD0718.The orthometric height was determined by differential leveling
 CD0718.and adjusted by the National Geodetic Survey in June 1991..
 CD0718
 CD0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0718
 CD0718.The geoid height was determined by GEOID03.
 CD0718
 CD0718.The dynamic height is computed by dividing the NAVD 88
 CD0718.geopotential number by the normal gravity value computed on the
 CD0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0718.degrees latitude (g = 980.6199 gals.).
 CD0718
 CD0718.The modeled gravity was interpolated from observed gravity values.
 CD0718
 CD0718;                    North         East     Units Scale Factor Converg.
 CD0718;SPC TX C     - 3,256,775.982   284,532.239   MT  1.00000696   -2 15 46.6
 CD0718;SPC TX C     -10,684,939.20    933,502.85   sFT  1.00000696   -2 15 46.6
 CD0718;SPC NM E     -   100,829.815   127,776.340   MT  0.99992617   -0 12 28.9
 CD0718;SPC NM E     -   330,805.82    419,212.88   sFT  0.99992617   -0 12 28.9
 CD0718;UTM  13      - 3,530,365.549   525,820.462   MT  0.99960822   +0 08 39.7
 CD0718
 CD0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0718!SPC TX C     -   0.99976793  x   1.00000696  =   0.99977489
 CD0718!SPC NM E     -   0.99976793  x   0.99992617  =   0.99969412
 CD0718!UTM  13      -   0.99976793  x   0.99960822  =   0.99937624
 CD0718
 CD0718|---------------------------------------------------------------------|
 CD0718| PID    Reference Object                     Distance      Geod. Az  |
 CD0718|                                                           dddmmss.s |
 CD0718| CH8592 CHERRY RM                             5.798 METERS 04807     |
 CD0718| CH8591 CHERRY AZ MK                                       1243412.3 |
 CD0718| CD0995 EL PASO FORT WORTH AWY BCN 9        APPROX.11.5 KM 2224346.9 |
 CD0718| CD0719 CHERRY RM 2                          12.740 METERS 33719     |
 CD0718|---------------------------------------------------------------------|
 CD0718
 CD0718                          SUPERSEDED SURVEY CONTROL
 CD0718
 CD0718  NAD 83(1993)-  31 54 31.87836(N)    104 43 36.87013(W) AD(       ) 1
 CD0718  NAD 83(1986)-  31 54 31.87899(N)    104 43 36.86958(W) AD(       ) 1
 CD0718  NAD 27      -  31 54 31.46400(N)    104 43 35.05200(W) AD(       ) 1
 CD0718  NGVD 29 (??/??/92) 1500.625  (m)         4923.30   (f) ADJ UNCH    1 1
 CD0718
 CD0718.Superseded values are not recommended for survey control.
 CD0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0718.See file dsdata.txt to determine how the superseded data were derived.
 CD0718
 CD0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER2582030366(NAD 83)
 CD0718_MARKER: DB = BENCH MARK DISK
 CD0718_SETTING: 80 = SET IN A BOULDER
 CD0718_SP_SET: BOULDER
 CD0718_STAMPING: R 1932
 CD0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0718+STABILITY: SURFACE MOTION
 CD0718
 CD0718  HISTORY     - Date     Condition        Report By
 CD0718  HISTORY     - 1932     MONUMENTED       USGS
 CD0718  HISTORY     - 1943     GOOD             USGS
 CD0718  HISTORY     - 1943     GOOD             NGS
 CD0718  HISTORY     - 1977     GOOD             NGS
 CD0718
 CD0718                          STATION DESCRIPTION
 CD0718
 CD0718'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 CD0718'STATION IS ON A LOW HILL KNOWN LOCALLY AS CHERRY HILL, ABOUT 1.0
 CD0718'MILE N OF THE D RANCH HEADQUARTERS, ABOUT 0.5 MILE (AIRLINE)
 CD0718'S OF THE NICKLE CREEK SERVICE STATION, AND ABOUT 100 YARDS N
 CD0718'OF THE OLD HIGHWAY NOW USED AS A RANCH ROAD.
 CD0718'
 CD0718'STATION IS ON THE HIGHEST POINT OF AN E-W RIDGE 0.35 MILE NW
 CD0718'OF A BLACK BOARD GATE ON ROAD AND 0.1 MILE N OF ROAD.  A U.S.
 CD0718'GEOLOGICAL SURVEY BENCH MARK DISK SET IN A BURIED BOULDER
 CD0718'PROJECTING 3 INCHES ABOVE THE GROUND.  STAMPED R 1932.
 CD0718'
 CD0718'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 CD0718'SET IN A BURIED BOULDER PROJECTING 6 INCHES ABOVE GROUND.  STAMPED
 CD0718'R 1932 4923.
 CD0718'
 CD0718'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BURIED
 CD0718'BOULDER FLUSH WITH THE GROUND.  STAMPED CHERRY USGS NO 2 1943.
 CD0718'
 CD0718'AZIMUTH MARK IS 0.6 MILE SE OF THE STATION.  IT IS 0.25 MILE
 CD0718'E OF A BOARD GATE IN THE ROAD, 200 FEET W OF A CATTLE GUARD, 30
 CD0718'FEET S OF THE CENTER LINE OF THE ROAD, 5 FEET W OF A ROCK
 CD0718'MONUMENT AND 2.0 FEET N OF A FENCE.  A BRONZE AZIMUTH DISK SET IN
 CD0718'ROCK OUTCROP.  STAMPED CHERRY USGS 1943.
 CD0718'
 CD0718'TO REACH FROM CARLSBAD, NEW MEXICO, GO S ON U.S. HIGHWAY 62
 CD0718'FOR 50.4 MILES TO THE NICKLE CREEK SERVICE STATION.  CONTINUE W
 CD0718'FOR 0.2 MILE TO A SIDE ROAD ON LEFT.  TURN LEFT OFF HIGHWAY S ON
 CD0718'BLADED ROAD FOR 1.7 MILES TO A JUNCTION WITH THE OLD HIGHWAY WHICH
 CD0718'IS FENCED OUT ON THE RIGHT.  TURN LEFT AND GO SE FOR 0.2 MILE ON
 CD0718'OLD HIGHWAY TO A CURVE AROUND A FENCE CORNER TO THE RIGHT.  TURN
 CD0718'LEFT OFF THE ROAD AND GO SE ACROSS COUNTRY 0.1 MILE TO THE
 CD0718'HIGHEST POINT OF THE HILL AND STATION.
 CD0718'
 CD0718'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CD0718
 CD0718                          STATION RECOVERY (1943)
 CD0718
 CD0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CD0718'STATION MARK--STANDARD USGS TABLET CEMENTED IN A BURIED BOULDER SET
 CD0718'FLUSH WITH GROUND, STAMPED ---R 1932---.
 CD0718'
 CD0718'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET SET IN
 CD0718'BURIED BOULDER, STAMPED ---R 1932 4923---.
 CD0718
 CD0718                          STATION RECOVERY (1977)
 CD0718
 CD0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0718'5.7 MI NE FROM PINE SPRINGS.
 CD0718'0.15 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0718'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 5.55 MILES
 CD0718'NORTHEAST, THROUGH A STEEL GATE, ALONG A ROCKY ROAD (OLD HIGHWAY 62),
 CD0718'0.7 MILE NORTHEAST OF THE CROSSING OF CHERRY CREEK,
 CD0718'0.25 MILE WEST-NORTHWEST OF A FENCE AND GATE ACROSS THE ROAD,
 CD0718'SET ON TOP OF THE HIGHEST POINT OF AN EAST-WEST RIDGE, SET IN TOP
 CD0718'OF AN EMBEDDED BOULDER, 296 FT. NORTH OF THE CENTER LINE OF THE
 CD0718'ROAD, 41.80 FT. SOUTHEAST OF BENCH MARK CHERRY RM 2, 19.02 FT.
 CD0718'WEST-SOUTHWEST OF BENCH MARK R 1932 4923.
 CD0718'NOTE--BENCH MARK MAY ALSO BE REACHED BY GOING 0.1 MILE SOUTHWEST
 CD0718'ALONG U.S. HIGHWAYS 62 AND 180 FROM THE NICKEL CREEK SERVICE
 CD0718'STATION, THENCE 2.0 MILES SOUTHEAST ALONG A TRACK ROAD TO THE
 CD0718'JUNCTION OF OLD HIGHWAY 62, THENCE 0.3 MILE NORTHEAST TO
 CD0718'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0137 ***********************************************************************
 BB0137  DESIGNATION -  REACH 1 1+00 400LT
 BB0137  PID         -  BB0137
 BB0137  STATE/COUNTY-  TX/PRESIDIO
 BB0137  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0137
 BB0137                         *CURRENT SURVEY CONTROL
 BB0137  ___________________________________________________________________
 BB0137* NAD 83(1993)-  29 36 30.66622(N)    104 27 16.70259(W)     ADJUSTED  
 BB0137* NAVD 88     -       789.570  (meters)    2590.45   (feet)  ADJUSTED  
 BB0137  ___________________________________________________________________
 BB0137  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 BB0137  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BB0137  DYNAMIC HT  -         788.291 (meters)    2586.25  (feet)  COMP
 BB0137  MODELED GRAV-     978,997.8   (mgal)                       NAVD 88
 BB0137
 BB0137  HORZ ORDER  -  SECOND
 BB0137  VERT ORDER  -  SECOND    CLASS 0
 BB0137
 BB0137.The horizontal coordinates were established by classical geodetic methods
 BB0137.and adjusted by the National Geodetic Survey in February 1996..
 BB0137
 BB0137.The orthometric height was determined by differential leveling
 BB0137.and adjusted by the National Geodetic Survey in June 1991..
 BB0137
 BB0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0137
 BB0137.The geoid height was determined by GEOID03.
 BB0137
 BB0137.The dynamic height is computed by dividing the NAVD 88
 BB0137.geopotential number by the normal gravity value computed on the
 BB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0137.degrees latitude (g = 980.6199 gals.).
 BB0137
 BB0137.The modeled gravity was interpolated from observed gravity values.
 BB0137
 BB0137;                    North         East     Units Scale Factor Converg.
 BB0137;SPC TXSC     - 4,209,055.493    71,906.466   MT  0.99987460   -2 40 20.3
 BB0137;SPC TXSC     -13,809,209.56    235,913.13   sFT  0.99987460   -2 40 20.3
 BB0137;UTM  13      - 3,275,531.471   552,804.379   MT  0.99963440   +0 16 10.0
 BB0137
 BB0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0137!SPC TXSC     -   0.99987965  x   0.99987460  =   0.99975426
 BB0137!UTM  13      -   0.99987965  x   0.99963440  =   0.99951409
 BB0137
 BB0137:                Primary Azimuth Mark                     Grid Az
 BB0137:SPC TXSC     -  RP 24 A 1                                027 05 55.8
 BB0137:UTM  13      -  RP 24 A 1                                024 09 25.5
 BB0137
 BB0137|---------------------------------------------------------------------|
 BB0137| PID    Reference Object                     Distance      Geod. Az  |
 BB0137|                                                           dddmmss.s |
 BB0137| BB0135 RP 24 A 1                           APPROX. 0.9 KM 0242535.5 |
 BB0137| BB0138 REACH 1 PI 1 AHD 400LT              337.834 METERS 15825     |
 BB0137| BB0321 REACH 1 1+00 CL                     121.936 METERS 24524     |
 BB0137| BB0322 M 10                                182.994 METERS 26531     |
 BB0137|---------------------------------------------------------------------|
 BB0137
 BB0137                          SUPERSEDED SURVEY CONTROL
 BB0137
 BB0137  NAD 83(1986)-  29 36 30.65725(N)    104 27 16.69873(W) AD(       ) 2
 BB0137  NAD 27      -  29 36 30.00673(N)    104 27 14.96526(W) AD(       ) 2
 BB0137  NGVD 29 (??/??/92)  789.16   (m)         2589.1    (f) COMPUTED    2 0
 BB0137
 BB0137.Superseded values are not recommended for survey control.
 BB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0137.See file dsdata.txt to determine how the superseded data were derived.
 BB0137
 BB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5280475531(NAD 83)
 BB0137_MARKER: DS = TRIANGULATION STATION DISK
 BB0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BB0137_STAMPING: REACH 1 1+00 400LT 1973
 BB0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0137
 BB0137  HISTORY     - Date     Condition        Report By
 BB0137  HISTORY     - 1973     MONUMENTED       NGS
 BB0137  HISTORY     - 1973     GOOD             NGS
 BB0137
 BB0137                          STATION DESCRIPTION
 BB0137
 BB0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0137'6 MI WNW FROM PRESIDIO.
 BB0137'STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF PRESIDIO AND 1/2
 BB0137'MILE SOUTH OF FARM ROAD 170.  TO REACH THE STATION FROM U.S. HIGHWAY
 BB0137'67 AND FARM ROAD 170 IN PRESIDIO, GO WESTERLY ON FARM ROAD 170 FOR 6.6
 BB0137'MILES TO A DIRT SIDE ROAD ON THE LEFT JUST WEST OF A WASH WITH
 BB0137'CONCRETE BERM PROTECTION ON THE SOUTH SIDE.  TURN LEFT AND GO SOUTH ON
 BB0137'DIRT ROAD FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK AND GO SOUTHERLY
 BB0137'ON DIRT ROAD FOR 0.5 MILE TO AN OLD MUD ADOBE HOUSE WITH A WINDMILL ON
 BB0137'THE SOUTH SIDE AND THE END OF TRUCK TRAVEL.  PACK EAST ACROSS COUNTRY
 BB0137'THROUGH BRUSH FOR ABOUT 300 FEET TO THE STATION. THE MARK IS A
 BB0137'STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF A 12-INCH
 BB0137'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 10 INCHES.
 BB0137
 BB0137                          STATION RECOVERY (1973)
 BB0137
 BB0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0137'THE STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF PRESIDIO AND
 BB0137'1/2 MILE SOUTH OF FARM ROAD 170.
 BB0137'
 BB0137'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO WESTERLY ON
 BB0137'FARM ROAD 170 FOR 6.6 MILES TO A DIRT SIDE ROAD ON THE LEFT JUST
 BB0137'WEST OF A WASH WITH CONCRETE BERM PROTECTION ON THE SOUTH SIDE.
 BB0137'TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.1 MILE TO A FORK, TAKE THE
 BB0137'LEFT FORK AND GO SOUTHERLY ON DIRT ROAD FOR 0.5 MILE TO AN OLD MUD
 BB0137'ADOBE HOUSE WITH A WINDMILL ON THE SOUTH SIDE AND THE END OF TRUCK
 BB0137'TRAVEL.  PACK EAST ACROSS COUNTRY THROUGH BRUSH FOR ABOUT 300 FEET
 BB0137'TO THE STATION.
 BB0137'
 BB0137'STATION MARK IS A STANDARD DISK, STAMPED REACH 1 1+00 400LT 1973, SET
 BB0137'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BB0137'10 INCHES.
 BB0137'
 BB0137'NO UNDERGROUND MARK OR REFERENCES MARKS WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0321 ***********************************************************************
 BB0321  DESIGNATION -  REACH 1 1+00 CL
 BB0321  PID         -  BB0321
 BB0321  STATE/COUNTY-  TX/PRESIDIO
 BB0321  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0321
 BB0321                         *CURRENT SURVEY CONTROL
 BB0321  ___________________________________________________________________
 BB0321* NAD 83(1993)-  29 36 29.01742(N)    104 27 20.82300(W)     ADJUSTED  
 BB0321* NAVD 88     -       787.9    (meters)    2585.     (feet)  VERTCON   
 BB0321  ___________________________________________________________________
 BB0321  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 BB0321  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 BB0321
 BB0321  HORZ ORDER  -  SECOND
 BB0321
 BB0321.The horizontal coordinates were established by classical geodetic methods
 BB0321.and adjusted by the National Geodetic Survey in February 1996..
 BB0321
 BB0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0321
 BB0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0321
 BB0321.The geoid height was determined by GEOID03.
 BB0321
 BB0321;                    North         East     Units Scale Factor Converg.
 BB0321;SPC TXSC     - 4,209,009.956    71,793.368   MT  0.99987456   -2 40 22.3
 BB0321;SPC TXSC     -13,809,060.16    235,542.07   sFT  0.99987456   -2 40 22.3
 BB0321;UTM  13      - 3,275,480.202   552,693.794   MT  0.99963426   +0 16 08.0
 BB0321
 BB0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0321!SPC TXSC     -   0.99987991  x   0.99987456  =   0.99975448
 BB0321!UTM  13      -   0.99987991  x   0.99963426  =   0.99951421
 BB0321
 BB0321                          SUPERSEDED SURVEY CONTROL
 BB0321
 BB0321  NAD 83(1986)-  29 36 29.00844(N)    104 27 20.81914(W) AD(       ) 2
 BB0321  NAD 27      -  29 36 28.35785(N)    104 27 19.08556(W) AD(       ) 2
 BB0321  NGVD 29 (07/19/86)  787.5    (m)         2584.     (f) VERT ANG       
 BB0321
 BB0321.Superseded values are not recommended for survey control.
 BB0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0321.See file dsdata.txt to determine how the superseded data were derived.
 BB0321
 BB0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5269475480(NAD 83)
 BB0321_MARKER: P = PIPE CAP
 BB0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0321_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BB0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0321+STABILITY: SURFACE MOTION
 BB0321
 BB0321  HISTORY     - Date     Condition        Report By
 BB0321  HISTORY     - 1973     MONUMENTED       NGS
 BB0321  HISTORY     - 20040211 MARK NOT FOUND   NGS
 BB0321
 BB0321                          STATION DESCRIPTION
 BB0321
 BB0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0321'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF PRESIDIO AND
 BB0321'0.5 MILE SOUTH OF FARM ROAD 170.
 BB0321'
 BB0321'TO REACH FROM THE POST OFFICE IN PRESIDIO, GO WESTERLY ON FARM ROAD
 BB0321'170 FOR 6.6 MILES TO A DIRT SIDE ROAD ON THE LEFT JUST WEST OF A
 BB0321'WASH WITH CONCRETE BERM PROTECTION ON THE SOUTH SIDE, TURN LEFT AND
 BB0321'GO SOUTH ON DIRT ROAD FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK
 BB0321'AND GO SOUTHERLY ON DIRT ROAD FOR 0.5 MILE TO AN OLD ADOBE HOUSE
 BB0321'WITH A WINDMILL ON THE SOUTH SIDE AND THE END OF TRUCK TRAVEL,
 BB0321'PACK EAST ACROSS COUNTRY INTO THE BRUSH FOR ABOUT 300 FEET TO
 BB0321'THE STATION REACH 1 1+00 400LT, THEN PACK SOUTH-SOUTHWEST FOR 400
 BB0321'FEET TO THE STATION NEAR FENCE LINE AND ON THE NORTH BANK OF THE
 BB0321'RIO GRANDE RIVER.
 BB0321'
 BB0321'THE STATION MARK IS A PUNCH HOLE IN THE TOP OF A GALVANIZED CAP
 BB0321'SCREWED ON THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS ABOUT 2 FEET.
 BB0321'THE PIPE IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT WITH THE
 BB0321'LETTERS C 1+00 INDENTED IN THE TOP OF THE MONUMENT, AND ABOUT 5 FEET
 BB0321'NORTH OF THE FENCE ALONG THE NORTH SIDE OF THE RIVER.
 BB0321
 BB0321                          STATION RECOVERY (2004)
 BB0321
 BB0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0321'LOCATION OF THIS 2-INCH IRON PIPE IS IN THE CENTER OF THE RIVER.  THE
 BB0321' 
 BB0321'INTERNATIONAL BOUNDARY AND WATER COMMISSION HAS RELOCATED THE RIO
 BB0321'GRANDE RIVER IN THE PRESIDIO VALLEY WHICH HAS DESTROYED THE MARK.
 BB0321' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0146 ***********************************************************************
 BB0146  DESIGNATION -  REACH 1 154+52 400LT
 BB0146  PID         -  BB0146
 BB0146  STATE/COUNTY-  TX/PRESIDIO
 BB0146  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0146
 BB0146                         *CURRENT SURVEY CONTROL
 BB0146  ___________________________________________________________________
 BB0146* NAD 83(1993)-  29 35 02.23214(N)    104 25 00.10408(W)     ADJUSTED  
 BB0146* NAVD 88     -       784.331  (meters)    2573.26   (feet)  ADJUSTED  
 BB0146  ___________________________________________________________________
 BB0146  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 BB0146  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 BB0146  DYNAMIC HT  -         783.061 (meters)    2569.09  (feet)  COMP
 BB0146  MODELED GRAV-     978,998.0   (mgal)                       NAVD 88
 BB0146
 BB0146  HORZ ORDER  -  SECOND
 BB0146  VERT ORDER  -  SECOND    CLASS 0
 BB0146
 BB0146.The horizontal coordinates were established by classical geodetic methods
 BB0146.and adjusted by the National Geodetic Survey in February 1996..
 BB0146
 BB0146.The orthometric height was determined by differential leveling
 BB0146.and adjusted by the National Geodetic Survey in June 1991..
 BB0146
 BB0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0146
 BB0146.The geoid height was determined by GEOID03.
 BB0146
 BB0146.The dynamic height is computed by dividing the NAVD 88
 BB0146.geopotential number by the normal gravity value computed on the
 BB0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0146.degrees latitude (g = 980.6199 gals.).
 BB0146
 BB0146.The modeled gravity was interpolated from observed gravity values.
 BB0146
 BB0146;                    North         East     Units Scale Factor Converg.
 BB0146;SPC TXSC     - 4,206,165.090    75,451.345   MT  0.99987265   -2 39 13.3
 BB0146;SPC TXSC     -13,799,726.63    247,543.29   sFT  0.99987265   -2 39 13.3
 BB0146;UTM  13      - 3,272,827.441   556,492.050   MT  0.99963938   +0 17 16.7
 BB0146
 BB0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0146!SPC TXSC     -   0.99988046  x   0.99987265  =   0.99975313
 BB0146!UTM  13      -   0.99988046  x   0.99963938  =   0.99951988
 BB0146
 BB0146:                Primary Azimuth Mark                     Grid Az
 BB0146:SPC TXSC     -  REACH 1 84+02 400LT                      306 48 34.2
 BB0146:UTM  13      -  REACH 1 84+02 400LT                      303 52 04.2
 BB0146
 BB0146|---------------------------------------------------------------------|
 BB0146| PID    Reference Object                     Distance      Geod. Az  |
 BB0146|                                                           dddmmss.s |
 BB0146| BB0142 REACH 1 84+02 400LT                 APPROX. 2.1 KM 3040920.9 |
 BB0146|---------------------------------------------------------------------|
 BB0146
 BB0146                          SUPERSEDED SURVEY CONTROL
 BB0146
 BB0146  NAD 83(1986)-  29 35 02.22334(N)    104 25 00.10014(W) AD(       ) 2
 BB0146  NAD 27      -  29 35 01.56855(N)    104 24 58.36796(W) AD(       ) 2
 BB0146  NGVD 29 (??/??/92)  783.929  (m)         2571.94   (f) ADJ UNCH    2 0
 BB0146
 BB0146.Superseded values are not recommended for survey control.
 BB0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0146.See file dsdata.txt to determine how the superseded data were derived.
 BB0146
 BB0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5649272827(NAD 83)
 BB0146_MARKER: DS = TRIANGULATION STATION DISK
 BB0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0146_SP_SET: MONUMENT
 BB0146_STAMPING: REACH 1 154+52 400LT 1973
 BB0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0146
 BB0146  HISTORY     - Date     Condition        Report By
 BB0146  HISTORY     - 1973     MONUMENTED       NGS
 BB0146  HISTORY     - 1973     GOOD             NGS
 BB0146
 BB0146                          STATION DESCRIPTION
 BB0146
 BB0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0146'THE STATION IS LOCATED 3.1 MILES NORTHWEST OF PRESIDIO AND 1 MILE
 BB0146'SOUTH OF FARM ROAD 170.
 BB0146'
 BB0146'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO NORTHWEST
 BB0146'ALONG FARM ROAD 170 FOR 3.1 MILES TO AN IRON PIPE GATE ON THE LEFT
 BB0146'(SPENCER FARMS), TURN LEFT AND GO SOUTH PASSING THROUGH GATE FOR
 BB0146'0.8 MILE FOLLOWING MAIN TRACK ROAD TO A WIRE GATE, PASS THROUGH
 BB0146'GATE AND TURN A SHARP RIGHT AND GO WEST ON FIELD TRACK ROAD FOR
 BB0146'0.2 MILE TO A FIELD ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON FIELD
 BB0146'TRACK ROAD FOR 0.25 MILE TO STATION IN THE CENTER OF THE ROAD.
 BB0146'
 BB0146'THE STATION MARK IS STANDARD NGS TRIANGULATION DISK STAMPED, REACH 1
 BB0146'154+52 400LT 1973.  IT IS SET IN THE TOP OF A 12-INCH DIAMETER
 BB0146'CONCRETE MONUMENT THAT IS FLUSH WITH THE ROAD.  THE MARK IS ABOUT
 BB0146'400 FEET NORTH OF A DIRT CANAL AND 10 FEET WEST OF A FIELD CANAL.
 BB0146
 BB0146                          STATION RECOVERY (1973)
 BB0146
 BB0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0146'3.1 MI NW FROM PRESIDIO.
 BB0146'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO NORTHWEST
 BB0146'ALONG FARM ROAD 170 FOR 3.1 MILE TO A IRON PIPE GATE ON THE LEFT
 BB0146'(SPENCER FARMS), TURN LEFT AND GO SOUTH PASSING THROUGH GATE FOR 0.8
 BB0146'MILE FOLLOWING MAIN DIRT ROAD TO A WIRE GATE, PASS THROUGH GATE TURN
 BB0146'SHARP RIGHT AND GO WEST ALONG FIELD TRACK ROAD FOR 0.2 MILE TO A FIELD
 BB0146'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON FIELD ROAD FOR 0.25 MILE
 BB0146'TO STATION IN THE CENTER OF THE ROAD.  IT IS A STANDARD NGS
 BB0146'TRIANGULATION MARK DISK, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 BB0146'MONUMENT THAT IS FLUSH WITH THE ROAD, 400 FEET NORTH OF A DIRT CANAL,
 BB0146'AND 10 FEET WEST OF A FIELD CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0314 ***********************************************************************
 BB0314  DESIGNATION -  REACH 1 154+52 CL
 BB0314  PID         -  BB0314
 BB0314  STATE/COUNTY-  TX/PRESIDIO
 BB0314  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0314
 BB0314                         *CURRENT SURVEY CONTROL
 BB0314  ___________________________________________________________________
 BB0314* NAD 83(1993)-  29 34 58.95505(N)    104 25 02.64792(W)     ADJUSTED  
 BB0314* NAVD 88     -       786.     (meters)    2579.     (feet)  VERTCON   
 BB0314  ___________________________________________________________________
 BB0314  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 BB0314  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 BB0314
 BB0314  HORZ ORDER  -  SECOND
 BB0314
 BB0314.The horizontal coordinates were established by classical geodetic methods
 BB0314.and adjusted by the National Geodetic Survey in February 1996..
 BB0314
 BB0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0314
 BB0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0314
 BB0314.The geoid height was determined by GEOID03.
 BB0314
 BB0314;                    North         East     Units Scale Factor Converg.
 BB0314;SPC TXSC     - 4,206,067.477    75,378.294   MT  0.99987259   -2 39 14.6
 BB0314;SPC TXSC     -13,799,406.38    247,303.62   sFT  0.99987259   -2 39 14.6
 BB0314;UTM  13      - 3,272,726.232   556,424.120   MT  0.99963928   +0 17 15.5
 BB0314
 BB0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0314!SPC TXSC     -   0.99988014  x   0.99987259  =   0.99975274
 BB0314!UTM  13      -   0.99988014  x   0.99963928  =   0.99951946
 BB0314
 BB0314                          SUPERSEDED SURVEY CONTROL
 BB0314
 BB0314  NAD 83(1986)-  29 34 58.94625(N)    104 25 02.64397(W) AD(       ) 2
 BB0314  NAD 27      -  29 34 58.29135(N)    104 25 00.91174(W) AD(       ) 2
 BB0314  NGVD 29 (07/19/86)  786.     (m)         2579.     (f) VERT ANG       
 BB0314
 BB0314.Superseded values are not recommended for survey control.
 BB0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0314.See file dsdata.txt to determine how the superseded data were derived.
 BB0314
 BB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5642472726(NAD 83)
 BB0314_MARKER: P = PIPE CAP
 BB0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BB0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0314+STABILITY: SURFACE MOTION
 BB0314
 BB0314  HISTORY     - Date     Condition        Report By
 BB0314  HISTORY     - 1973     MONUMENTED       NGS
 BB0314  HISTORY     - 20040211 MARK NOT FOUND   NGS
 BB0314
 BB0314                          STATION DESCRIPTION
 BB0314
 BB0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0314'THE STATION IS LOCATED 3.1 MILES NORTHWEST OF PRESIDIO AND 1.0 MILE
 BB0314'SOUTH OF FARM ROAD 170.
 BB0314'
 BB0314'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO NORTHWEST
 BB0314'ALONG FARM ROAD 170 FOR 3.1 MILES TO AN IRON PIPE GATE ON THE LEFT
 BB0314'(SPENCER FARMS), TURN LEFT AND GO SOUTH PASSING THROUGH GATE FOR
 BB0314'0.8 MILE FOLLOWING MAIN TRACK FIELD ROAD TO A WIRE GATE, PASS
 BB0314'THROUGH GATE AND TURN A SHARP RIGHT AND GO WEST ON TRACK FIELD ROAD
 BB0314'FOR 0.2 MILE TO A SIDE FIELD ROAD ON THE LEFT, TURN LEFT AND GO
 BB0314'SOUTH ALONG FIELD ROAS FOR 0.25 MILE TO STATION REACH 1 154+52
 BB0314'400LT IN THE CENTER OF THE ROAD, CONTINUE SOUTH ON TRACK FIELD
 BB0314'ROAD FOR ABOUT 400 FEET TO A DIRT CANAL, TURN RIGHT AND GO WESTERLY
 BB0314'FOR ABOUT 50 FEET AND STATION ON THE LEFT.
 BB0314'
 BB0314'THE STATION IS MARKED WITH A PUNCH HOLE IN THE TOP OF A CAP THAT IS
 BB0314'SCREWED ON THE TOP OF A 2-INCH DIAMETER IRON PIPE.  THE PIPE IS SET
 BB0314'IN A 10-INCH SQUARE CONCRETE MONUMENT WITH THE LETTERS CENTERLINE
 BB0314'154+52 INDENTED IN THE TOP OF THE MONUMENT.  IT IS 400 FEET
 BB0314'SOUTHWEST OF STATION REACH 1 154+52 400LT, 15 FEET SOUTH OF THE
 BB0314'CENTER OF THE FIELD ROAD, AND 3 FEET NORTH OF THE DIRT CANAL.
 BB0314
 BB0314                          STATION RECOVERY (2004)
 BB0314
 BB0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0314'LOCATION OF THIS 2-INCH IRON PIPE IS IN THE CENTER OF THE RIVER.  THE
 BB0314' 
 BB0314'INTERNATIONAL BOUNDARY AND WATER COMMISSION HAS RELOCATED THE RIO
 BB0314'GRANDE RIVER IN THE PRESIDIO VALLEY WHICH HAS DESTROYED THE MARK.
 BB0314' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0152 ***********************************************************************
 BB0152  DESIGNATION -  REACH 1 245+95 400LT
 BB0152  PID         -  BB0152
 BB0152  STATE/COUNTY-  TX/PRESIDIO
 BB0152  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0152
 BB0152                         *CURRENT SURVEY CONTROL
 BB0152  ___________________________________________________________________
 BB0152* NAD 83(1993)-  29 34 01.82330(N)    104 23 43.25756(W)     ADJUSTED  
 BB0152* NAVD 88     -       782.405  (meters)    2566.94   (feet)  ADJUSTED  
 BB0152  ___________________________________________________________________
 BB0152  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 BB0152  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 BB0152  DYNAMIC HT  -         781.135 (meters)    2562.77  (feet)  COMP
 BB0152  MODELED GRAV-     978,994.9   (mgal)                       NAVD 88
 BB0152
 BB0152  HORZ ORDER  -  SECOND
 BB0152  VERT ORDER  -  SECOND    CLASS 0
 BB0152
 BB0152.The horizontal coordinates were established by classical geodetic methods
 BB0152.and adjusted by the National Geodetic Survey in February 1996..
 BB0152
 BB0152.The orthometric height was determined by differential leveling
 BB0152.and adjusted by the National Geodetic Survey in June 1991..
 BB0152
 BB0152.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0152
 BB0152.The geoid height was determined by GEOID03.
 BB0152
 BB0152.The dynamic height is computed by dividing the NAVD 88
 BB0152.geopotential number by the normal gravity value computed on the
 BB0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0152.degrees latitude (g = 980.6199 gals.).
 BB0152
 BB0152.The modeled gravity was interpolated from observed gravity values.
 BB0152
 BB0152;                    North         East     Units Scale Factor Converg.
 BB0152;SPC TXSC     - 4,204,211.742    77,431.263   MT  0.99987143   -2 38 35.7
 BB0152;SPC TXSC     -13,793,318.02    254,039.07   sFT  0.99987143   -2 38 35.7
 BB0152;UTM  13      - 3,270,978.703   558,569.122   MT  0.99964232   +0 17 54.1
 BB0152
 BB0152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0152!SPC TXSC     -   0.99988076  x   0.99987143  =   0.99975220
 BB0152!UTM  13      -   0.99988076  x   0.99964232  =   0.99952312
 BB0152
 BB0152:                Primary Azimuth Mark                     Grid Az
 BB0152:SPC TXSC     -  RP 27 B 1                                087 56 23.8
 BB0152:UTM  13      -  RP 27 B 1                                084 59 54.0
 BB0152
 BB0152|---------------------------------------------------------------------|
 BB0152| PID    Reference Object                     Distance      Geod. Az  |
 BB0152|                                                           dddmmss.s |
 BB0152| BB0289 RP 27 B 1                           APPROX. 2.9 KM 0851748.1 |
 BB0152| BB0281 PRESIDIO MUN STANDPIPE              APPROX. 3.4 KM 0890914.4 |
 BB0152| BB0307 REACH 1 245+95 CL                   121.936 METERS 25308     |
 BB0152|---------------------------------------------------------------------|
 BB0152
 BB0152                          SUPERSEDED SURVEY CONTROL
 BB0152
 BB0152  NAD 83(1986)-  29 34 01.81469(N)    104 23 43.25359(W) AD(       ) 2
 BB0152  NAD 27      -  29 34 01.15737(N)    104 23 41.52324(W) AD(       ) 2
 BB0152  NGVD 29 (??/??/92)  782.009  (m)         2565.64   (f) ADJ UNCH    2 0
 BB0152
 BB0152.Superseded values are not recommended for survey control.
 BB0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0152.See file dsdata.txt to determine how the superseded data were derived.
 BB0152
 BB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5856970979(NAD 83)
 BB0152_MARKER: DS = TRIANGULATION STATION DISK
 BB0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0152_SP_SET: MONUMENT
 BB0152_STAMPING: REACH 1 245+95 400 LT 1973
 BB0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0152
 BB0152  HISTORY     - Date     Condition        Report By
 BB0152  HISTORY     - 1973     MONUMENTED       NGS
 BB0152  HISTORY     - 1973     GOOD             NGS
 BB0152
 BB0152                          STATION DESCRIPTION
 BB0152
 BB0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0152'THE STATION IS ABOUT 1 MILE WEST-NORTHWEST OF PRESIDIO.
 BB0152'
 BB0152'TO REACH THE
 BB0152'STATION FROM THE POST OFFICE IN PRESIDIO, GO SOUTH ON U.S. HIGHWAY
 BB0152'67 FOR 0.5 MILE TO FORK.  TAKE THE RIGHT FORK AND GO WEST ON HIGHWAY
 BB0152'67 THROUGH PRESIDIO, FOR 0.7 MILE TO WHERE THE HIGHWAY CURVES TO
 BB0152'THE LEFT.  CONTINUE AHEAD ON A GRAVELED ROAD FOR 0.25 MILE TO A
 BB0152'CANAL, CROSS OVER THE CANAL AND CONTINUE WESTERLY ON A FIELD ROAD
 BB0152'FOR 0.1 MILE TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO
 BB0152'NORTHERLY ON FIELD ROAD FOR 0.2 MILE TO A T-ROAD ON TOP OF A
 BB0152'DIKE, TURN LEFT AND GO WESTERLY ON TOP OF DIKE FOR 0.3 MILE TO A
 BB0152'DIKE THAT RUNS NORTH AND SOUTH.  TURN RIGHT AND FOLLOW ALONG THE
 BB0152'EAST SIDE OF DIKE GOING NORTH FOR 0.25 MILE TO THE STATION
 BB0152'ON THE LEFT ACROSS A CANAL AND FENCE LINE.
 BB0152'
 BB0152'STATION MARK IS A STANDARD DISK, STAMPED REACH 1 245+95 400LT 1973,
 BB0152'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BB0152'PROJECTS 1 FOOT.  IT IS 43 FEET WEST OF A FENCE LINE.
 BB0152
 BB0152                          STATION RECOVERY (1973)
 BB0152
 BB0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0152'1 MI WNW FROM PRESIDIO.
 BB0152'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO SOUTH ON
 BB0152'U.S. HIGHWAY 67 FOR 0.5 MILE TO FORK.  TAKE THE RIGHT FORK AND GO
 BB0152'WESTERLY ON HIGHWAY 67 THROUGH PRESIDIO FOR 0.7 MILE TO WHERE THE
 BB0152'HIGHWAY CURVES TO THE LEFT.  CONTINUE AHEAD ON A GRAVELED ROAD FOR
 BB0152'0.25 MILE TO A CANAL, CROSS OVER CANAL AND CONTINUE WESTERLY ON A
 BB0152'FIELD ROAD RIGHT.  TURN       RIGHT AND GO NORTHERLY ON FIELD ROAD FOR
 BB0152'0.2 MILE TO A T-ROAD ON TOP OF A DIKE, TURN LEFT AND GO WESTERLY ON
 BB0152'TOP OF DIKE FOR 0.3 MILE TO A DIKE THAT RUNS NORTH AND SOUTH. TURN
 BB0152'RIGHT AND GO NORTHERLY FOLLOWING ALONG THE EAST SIDE OF DIKE AND CANAL
 BB0152'FOR 0.25 MILE TO THE MARK ON THE LEFT, ACROSS THE CANAL AND 43 FEET
 BB0152'WEST OF A FENCE LINE.  THE MARK IS A STANDARD TRIANGULATION STATION
 BB0152'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BB0152'PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0307 ***********************************************************************
 BB0307  DESIGNATION -  REACH 1 245+95 CL
 BB0307  PID         -  BB0307
 BB0307  STATE/COUNTY-  TX/PRESIDIO
 BB0307  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0307
 BB0307                         *CURRENT SURVEY CONTROL
 BB0307  ___________________________________________________________________
 BB0307* NAD 83(1993)-  29 34 00.67376(N)    104 23 47.59255(W)     ADJUSTED  
 BB0307* NAVD 88     -       783.     (meters)    2569.     (feet)  VERTCON   
 BB0307  ___________________________________________________________________
 BB0307  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 BB0307  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 BB0307
 BB0307  HORZ ORDER  -  SECOND
 BB0307
 BB0307.The horizontal coordinates were established by classical geodetic methods
 BB0307.and adjusted by the National Geodetic Survey in February 1996..
 BB0307
 BB0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0307
 BB0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0307
 BB0307.The geoid height was determined by GEOID03.
 BB0307
 BB0307;                    North         East     Units Scale Factor Converg.
 BB0307;SPC TXSC     - 4,204,181.771    77,313.084   MT  0.99987141   -2 38 37.8
 BB0307;SPC TXSC     -13,793,219.69    253,651.34   sFT  0.99987141   -2 38 37.8
 BB0307;UTM  13      - 3,270,942.714   558,452.663   MT  0.99964216   +0 17 52.0
 BB0307
 BB0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0307!SPC TXSC     -   0.99988060  x   0.99987141  =   0.99975203
 BB0307!UTM  13      -   0.99988060  x   0.99964216  =   0.99952281
 BB0307
 BB0307                          SUPERSEDED SURVEY CONTROL
 BB0307
 BB0307  NAD 83(1986)-  29 34 00.66515(N)    104 23 47.58858(W) AD(       ) 2
 BB0307  NAD 27      -  29 34 00.00784(N)    104 23 45.85813(W) AD(       ) 2
 BB0307  NGVD 29 (07/19/86)  783.     (m)         2569.     (f) VERT ANG       
 BB0307
 BB0307.Superseded values are not recommended for survey control.
 BB0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0307.See file dsdata.txt to determine how the superseded data were derived.
 BB0307
 BB0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5845370943(NAD 83)
 BB0307_MARKER: P = PIPE CAP
 BB0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0307_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BB0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0307+STABILITY: SURFACE MOTION
 BB0307
 BB0307  HISTORY     - Date     Condition        Report By
 BB0307  HISTORY     - 1973     MONUMENTED       NGS
 BB0307  HISTORY     - 20040211 MARK NOT FOUND   NGS
 BB0307
 BB0307                          STATION DESCRIPTION
 BB0307
 BB0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0307'THE STATION IS ABOUT 1 MILE WEST-NORTHWEST OF PRESIDIO.  TO REACH THE
 BB0307'STATION FROM THE POST OFFICE IN PRESIDIO, GO SOUTH ON U.S. HIGHWAY
 BB0307'67 FOR 0.5 MILE TO FORK.  TAKE THE RIGHT FORK AND CONTINUE ON
 BB0307'HIGHWAY 67 THROUGH PRESIDIO FOR 0.7 MILE TO WHERE THE HIGHWAY CURVES
 BB0307'TO THE LEFT.  CONTINUE AHEAD ON A GRAVELED ROAD FOR 0.25 MILE
 BB0307'TO A CANAL, CROSS OVER CANAL AND CONTINUE WESTERLY ON FIELD ROAD
 BB0307'FOR 0.1 MILE TO A FIELD ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 BB0307'FIELD ROAD FOR 0.2 MILE TO A T-ROAD ON TOP OF A DIKE, TURN LEFT
 BB0307'AND GO WESTERLY ON TOP OF DIKE FOR 0.3 MILE TO A DIKE THAT RUNS
 BB0307'NORTH AND SOUTH.  TURN RIGHT AND GO NORTHERLY FOLLOWING ALONG THE
 BB0307'EAST SIDE OF DIKE AND CANAL FOR 0.25 MILE TO STATION REACH 1 24+95
 BB0307'400LT ON THE LEFT.  THE STATION IS 400 FEET WEST OF THIS STATION.
 BB0307'
 BB0307'THE STATION MARK IS A 2-INCH IRON PIPE WITH A PUNCH HOLE IN THE TOP
 BB0307'OF A CAP THAT IS SCREWED TO THE TOP OF THE PIPE AND PROJECTS 2 FEET.
 BB0307'THE PIPE IS SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT HAS 245+95
 BB0307'C INDENTED IN THE MONUMENT.
 BB0307
 BB0307                          STATION RECOVERY (2004)
 BB0307
 BB0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0307'LOCATION OF THIS 2-INCH IRON PIPE IS IN THE CENTER OF THE RIVER.  THE
 BB0307' 
 BB0307'INTERNATIONAL BOUNDARY AND WATER COMMISSION HAS RELOCATED THE RIO
 BB0307'GRANDE RIVER IN THE PRESIDIO VALLEY WHICH HAS DESTROYED THE MARK.
 BB0307' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0142 ***********************************************************************
 BB0142  DESIGNATION -  REACH 1 84+02 400LT
 BB0142  PID         -  BB0142
 BB0142  STATE/COUNTY-  TX/PRESIDIO
 BB0142  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0142
 BB0142                         *CURRENT SURVEY CONTROL
 BB0142  ___________________________________________________________________
 BB0142* NAD 83(1993)-  29 35 41.41255(N)    104 26 06.18721(W)     ADJUSTED  
 BB0142* NAVD 88     -       785.312  (meters)    2576.48   (feet)  ADJUSTED  
 BB0142  ___________________________________________________________________
 BB0142  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 BB0142  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BB0142  DYNAMIC HT  -         784.040 (meters)    2572.30  (feet)  COMP
 BB0142  MODELED GRAV-     978,997.5   (mgal)                       NAVD 88
 BB0142
 BB0142  HORZ ORDER  -  SECOND
 BB0142  VERT ORDER  -  SECOND    CLASS 0
 BB0142
 BB0142.The horizontal coordinates were established by classical geodetic methods
 BB0142.and adjusted by the National Geodetic Survey in February 1996..
 BB0142
 BB0142.The orthometric height was determined by differential leveling
 BB0142.and adjusted by the National Geodetic Survey in June 1991..
 BB0142
 BB0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0142
 BB0142.The geoid height was determined by GEOID03.
 BB0142
 BB0142.The dynamic height is computed by dividing the NAVD 88
 BB0142.geopotential number by the normal gravity value computed on the
 BB0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0142.degrees latitude (g = 980.6199 gals.).
 BB0142
 BB0142.The modeled gravity was interpolated from observed gravity values.
 BB0142
 BB0142;                    North         East     Units Scale Factor Converg.
 BB0142;SPC TXSC     - 4,207,452.487    73,731.037   MT  0.99987349   -2 39 45.7
 BB0142;SPC TXSC     -13,803,950.37    241,899.24   sFT  0.99987349   -2 39 45.7
 BB0142;UTM  13      - 3,274,024.575   554,708.359   MT  0.99963693   +0 16 44.5
 BB0142
 BB0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0142!SPC TXSC     -   0.99988031  x   0.99987349  =   0.99975382
 BB0142!UTM  13      -   0.99988031  x   0.99963693  =   0.99951729
 BB0142
 BB0142:                Primary Azimuth Mark                     Grid Az
 BB0142:SPC TXSC     -  PRESIDIO MUN STANDPIPE                   115 20 17.1
 BB0142:UTM  13      -  PRESIDIO MUN STANDPIPE                   112 23 46.9
 BB0142
 BB0142|---------------------------------------------------------------------|
 BB0142| PID    Reference Object                     Distance      Geod. Az  |
 BB0142|                                                           dddmmss.s |
 BB0142| BB0281 PRESIDIO MUN STANDPIPE              APPROX. 7.8 KM 1124031.4 |
 BB0142| BB0146 REACH 1 154+52 400LT                APPROX. 2.1 KM 1240848.2 |
 BB0142| BB0315 REACH 1 84+02 CL                    121.936 METERS 21409     |
 BB0142|---------------------------------------------------------------------|
 BB0142
 BB0142                          SUPERSEDED SURVEY CONTROL
 BB0142
 BB0142  NAD 83(1986)-  29 35 41.40369(N)    104 26 06.18331(W) AD(       ) 2
 BB0142  NAD 27      -  29 35 40.75105(N)    104 26 04.45048(W) AD(       ) 2
 BB0142  NGVD 29 (??/??/92)  784.905  (m)         2575.14   (f) ADJ UNCH    2 0
 BB0142
 BB0142.Superseded values are not recommended for survey control.
 BB0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0142.See file dsdata.txt to determine how the superseded data were derived.
 BB0142
 BB0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5470874025(NAD 83)
 BB0142_MARKER: DS = TRIANGULATION STATION DISK
 BB0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0142_SP_SET: MONUMENT
 BB0142_STAMPING: REACH 1 84+02 400LT 1973
 BB0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0142
 BB0142  HISTORY     - Date     Condition        Report By
 BB0142  HISTORY     - 1973     MONUMENTED       NGS
 BB0142  HISTORY     - 1973     GOOD             NGS
 BB0142
 BB0142                          STATION DESCRIPTION
 BB0142
 BB0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0142'THE STATION IS LOCATED ABOUT 4.4 MILES WEST-NORTHWEST OF PRESIDIO AND
 BB0142'0.5 MILE SOUTHWEST OF FARM ROAD 170.
 BB0142'
 BB0142'TO REACH FROM THE POST OFFICE IN PRESIDIO GO NORTHWEST ALONG FARM
 BB0142'ROAD 170 FOR 4.3 MILES TO A DIRT ROAD ON THE LEFT, TURN LEFT AND GO
 BB0142'SOUTHWEST ALONG DIRT ROAD FOR 0.35 MILE TO A DIKE AND A ROAD ON
 BB0142'TOP OF THE DIKE GOING NORTHWEST, TURN RIGHT AND GO NORTHWEST ON TOP
 BB0142'OF THE DIKE 0.2 MILE, TURN LEFT DOWN OFF THE DIKE AND GO SOUTH
 BB0142'ALONG THE WEST SIDE OF A POWER LINE FOR 0.25 MILE TO STATION IN THE
 BB0142'CENTER OF THE TRACK ROAD.
 BB0142'
 BB0142'THE MARK IS A STANDARD NGS TRIANGULATION MARK DISK STAMPED, REACH 1
 BB0142'84+02 400LT 1973.  IT IS SET IN THE TOP OF A 12-INCH DIAMETER
 BB0142'CONCRETE MONUMENT THAT IS FLUSH WITH THE ROAD.  IT IS 125 FEET
 BB0142'NORTH OF THE FOURTH POWER POLE SOUTH OF THE DIKE AT THE NORTH END
 BB0142'OF THE FIELD, 10 FEET EAST OF THE EAST EDGE OF THE FIELD TO THE
 BB0142'WEST, 9 FEET WEST OF THE POWER POLE LINE, AND IN THE CENTER OF
 BB0142'THE ROAD.
 BB0142
 BB0142                          STATION RECOVERY (1973)
 BB0142
 BB0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0142'4.4 MI WNW FROM PRESIDIO.
 BB0142'TO REACH FROM THE POST OFFICE IN PRESIDIO GO NORTHWEST ALONG FARM ROAD
 BB0142'170 FOR 4.3 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT ONTO A DIRT
 BB0142'ROAD AND GO SOUTHWEST ALONG DIRT ROAD FOR 0.35 MILE TO A DIKE AND A
 BB0142'SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ALONG THE TOP OF
 BB0142'THE DIKE FOR 0.2 MILE, TURN LEFT DOWN OFF THE DIKE AND GO SOUTH ALONG
 BB0142'THE WEST SIDE OF A POWER POLE LINE FOR 0.25 MILE TO STATION IN THE
 BB0142'CENTER OF THE ROAD, 125 FEET NORTH OF THE FOURTH POLE SOUTH OF THE
 BB0142'DIKE AT THE NORTH END OF THE FIELD, 10 FEET EAST OF THE EAST EDGE OF
 BB0142'THE FIELD TO THE WEST, 9 FEET WEST OF THE POWER POLE LINE, AND SET IN
 BB0142'THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BB0142'FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0315 ***********************************************************************
 BB0315  DESIGNATION -  REACH 1 84+02 CL
 BB0315  PID         -  BB0315
 BB0315  STATE/COUNTY-  TX/PRESIDIO
 BB0315  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0315
 BB0315                         *CURRENT SURVEY CONTROL
 BB0315  ___________________________________________________________________
 BB0315* NAD 83(1993)-  29 35 38.13509(N)    104 26 08.73064(W)     ADJUSTED  
 BB0315* NAVD 88     -       785.8    (meters)    2578.     (feet)  VERTCON   
 BB0315  ___________________________________________________________________
 BB0315  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 BB0315  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BB0315
 BB0315  HORZ ORDER  -  SECOND
 BB0315
 BB0315.The horizontal coordinates were established by classical geodetic methods
 BB0315.and adjusted by the National Geodetic Survey in February 1996..
 BB0315
 BB0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0315
 BB0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0315
 BB0315.The geoid height was determined by GEOID03.
 BB0315
 BB0315;                    North         East     Units Scale Factor Converg.
 BB0315;SPC TXSC     - 4,207,354.874    73,657.988   MT  0.99987342   -2 39 47.0
 BB0315;SPC TXSC     -13,803,630.12    241,659.58   sFT  0.99987342   -2 39 47.0
 BB0315;UTM  13      - 3,273,923.365   554,640.432   MT  0.99963684   +0 16 43.2
 BB0315
 BB0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0315!SPC TXSC     -   0.99988023  x   0.99987342  =   0.99975367
 BB0315!UTM  13      -   0.99988023  x   0.99963684  =   0.99951712
 BB0315
 BB0315                          SUPERSEDED SURVEY CONTROL
 BB0315
 BB0315  NAD 83(1986)-  29 35 38.12623(N)    104 26 08.72674(W) AD(       ) 2
 BB0315  NAD 27      -  29 35 37.47350(N)    104 26 06.99385(W) AD(       ) 2
 BB0315  NGVD 29 (07/19/86)  785.4    (m)         2577.     (f) VERT ANG       
 BB0315
 BB0315.Superseded values are not recommended for survey control.
 BB0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0315.See file dsdata.txt to determine how the superseded data were derived.
 BB0315
 BB0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5464073923(NAD 83)
 BB0315_MARKER: P = PIPE CAP
 BB0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0315_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BB0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0315+STABILITY: SURFACE MOTION
 BB0315
 BB0315  HISTORY     - Date     Condition        Report By
 BB0315  HISTORY     - 1973     MONUMENTED       NGS
 BB0315  HISTORY     - 20040211 MARK NOT FOUND   NGS
 BB0315
 BB0315                          STATION DESCRIPTION
 BB0315
 BB0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0315'THE STATION IS LOCATED ABOUT 4.4 MILES WEST-NORTHWEST OF PRESIDIO AND
 BB0315'0.6 MILE SOUTHWEST OF FARM ROAD 170.
 BB0315'
 BB0315'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO NORTHWEST
 BB0315'ALONG FARM ROAD 170 FOR 4.3 MILE TO A SIDE ROAD ON THE LEFT, TURN
 BB0315'LEFT AND GO SOUTHWEST ON A DIRT ROAD FOR 0.35 MILE TO A DIKE AND A
 BB0315'SIDE ROAD RIGHT ON TOP OF THE DIKE, TURN RIGHT AND GO NORTHWEST
 BB0315'ALONG THE DIKE ROAD FOR 0.2 MILE, TURN LEFT DOWN OFF THE DIKE AND
 BB0315'GO SOUTH ALONG THE WEST SIDE OF THE POWER POLE LINE FOR 0.25 MILE
 BB0315'TO STATION REACH 1 84+02 400LT IN THE CENTER OF THE ROAD,
 BB0315'CONTINUE SOUTH ON FIELD ROAD FOR 400 FEET AND STATION ON THE RIGHT.
 BB0315'
 BB0315'THE STATION IS MARKED WITH A CENTER PUNCH HOLE IN THE TOP OF A CAP
 BB0315'SCREWED ON THE TOP OF A 2-INCH DIAMETER IRON PIPE THAT PROJECTS
 BB0315'ABOUT 2 FEET.  THE PIPE IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 BB0315'WITH MONUMENT.  IT IS 400 FEET SOUTHWEST OF STATIONREACH 1 84+02
 BB0315'400LT, 275 FEET SOUTH WEST OF THE FOURTH POWER POLE SOUTH OF
 BB0315'THEDIKE AT THE NORTH END OF THE FIELD, AND 29 FEET WEST OF THE
 BB0315'APPROXIMATE CENTER OF THE TRACK ROAD.
 BB0315
 BB0315                          STATION RECOVERY (2004)
 BB0315
 BB0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0315'LOCATION OF THIS 2-INCH IRON PIPE IS IN THE CENTER OF THE RIVER.  THE
 BB0315' 
 BB0315'INTERNATIONAL BOUNDARY AND WATER COMMISSION HAS RELOCATED THE RIO
 BB0315'GRANDE RIVER IN THE PRESIDIO VALLEY WHICH HAS DESTROYED THE MARK.
 BB0315' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0348 ***********************************************************************
 BB0348  DESIGNATION -  REACH 1 PI 1
 BB0348  PID         -  BB0348
 BB0348  STATE/COUNTY-  TX/PRESIDIO
 BB0348  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0348
 BB0348                         *CURRENT SURVEY CONTROL
 BB0348  ___________________________________________________________________
 BB0348* NAD 83(1993)-  29 36 17.18519(N)    104 27 14.62756(W)     ADJUSTED  
 BB0348* NAVD 88     -       788.1    (meters)    2586.     (feet)  VERTCON   
 BB0348  ___________________________________________________________________
 BB0348  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 BB0348  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BB0348
 BB0348  HORZ ORDER  -  SECOND
 BB0348
 BB0348.The horizontal coordinates were established by classical geodetic methods
 BB0348.and adjusted by the National Geodetic Survey in February 1996..
 BB0348
 BB0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0348
 BB0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0348
 BB0348.The geoid height was determined by GEOID03.
 BB0348
 BB0348;                    North         East     Units Scale Factor Converg.
 BB0348;SPC TXSC     - 4,208,638.306    71,942.881   MT  0.99987429   -2 40 19.3
 BB0348;SPC TXSC     -13,807,840.84    236,032.60   sFT  0.99987429   -2 40 19.3
 BB0348;UTM  13      - 3,275,116.802   552,862.143   MT  0.99963448   +0 16 10.9
 BB0348
 BB0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0348!SPC TXSC     -   0.99987988  x   0.99987429  =   0.99975418
 BB0348!UTM  13      -   0.99987988  x   0.99963448  =   0.99951440
 BB0348
 BB0348                          SUPERSEDED SURVEY CONTROL
 BB0348
 BB0348  NAD 83(1986)-  29 36 17.17627(N)    104 27 14.62371(W) AD(       ) 2
 BB0348  NAD 27      -  29 36 16.52524(N)    104 27 12.89016(W) AD(       ) 2
 BB0348  NGVD 29 (07/19/86)  787.7    (m)         2584.     (f) VERT ANG       
 BB0348
 BB0348.Superseded values are not recommended for survey control.
 BB0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0348.See file dsdata.txt to determine how the superseded data were derived.
 BB0348
 BB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5286275117(NAD 83)
 BB0348_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BB0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0348
 BB0348  HISTORY     - Date     Condition        Report By
 BB0348  HISTORY     - 1973     MONUMENTED       NGS
 BB0348
 BB0348                          STATION DESCRIPTION
 BB0348
 BB0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0348'STATION IS ABOUT 5.9 MILES NORTHWEST OF PRESIDIO AND 0.6 MILE
 BB0348'SOUTHWEST OF FARM ROAD 170.
 BB0348'
 BB0348'TO REACH THE STATION FROM U.S. HIGHWAY 67 AND FARM ROAD 170 IN
 BB0348'PRESIDIO, GO WESTERLY ON FARM ROAD 170 FOR 5.7 MILES TO A TRACK ROAD
 BB0348'ON THE LEFT NEAR A POWER LINE POLE.  TURN LEFT AND GO SOUTH ON
 BB0348'TRACK ROAD AND ALONG THE WEST SIDE OF A FENCE LINE FOR 0.1 MILE TO
 BB0348'A WIRE GATE ON THE LEFT. TURN LEFT, PASSING THROUGH THE GATE AND
 BB0348'GO SOUTHERLY ON TRACK ROAD FOR 0.25 MILE TO SOME ADOBE HOUSES AND RP
 BB0348'25 (IBC+CDEL) ON THE LEFT.  BEAR RIGHT AND CONTINUE SOUTHERLY ON
 BB0348'TRACK ROAD FOR 0.3 MILE TO A DIM CROSS TRACK ROAD.  TURN RIGHT AND
 BB0348'GO WESTERLY ON DIM RIGHT. FROM THIS POINT, PACK SOUTHERLY FOR 400
 BB0348'FEET TO THE STATION.
 BB0348'
 BB0348'THE STATION MARK IS A PUNCH HOLE IN THE TOP OF A HEXHEADED BOLT, SET
 BB0348'IN THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 2 FEET ABOVE THE
 BB0348'GROUND. THE PIPE IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT WITH
 BB0348'THE LETTERS PI NO 1 INDENTED IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0138 ***********************************************************************
 BB0138  DESIGNATION -  REACH 1 PI 1 AHD 400LT
 BB0138  PID         -  BB0138
 BB0138  STATE/COUNTY-  TX/PRESIDIO
 BB0138  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0138
 BB0138                         *CURRENT SURVEY CONTROL
 BB0138  ___________________________________________________________________
 BB0138* NAD 83(1993)-  29 36 20.46347(N)    104 27 12.08408(W)     ADJUSTED  
 BB0138* NAVD 88     -       787.789  (meters)    2584.60   (feet)  ADJUSTED  
 BB0138  ___________________________________________________________________
 BB0138  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 BB0138  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BB0138  DYNAMIC HT  -         786.513 (meters)    2580.42  (feet)  COMP
 BB0138  MODELED GRAV-     978,998.1   (mgal)                       NAVD 88
 BB0138
 BB0138  HORZ ORDER  -  SECOND
 BB0138  VERT ORDER  -  SECOND    CLASS 0
 BB0138
 BB0138.The horizontal coordinates were established by classical geodetic methods
 BB0138.and adjusted by the National Geodetic Survey in February 1996..
 BB0138
 BB0138.The orthometric height was determined by differential leveling
 BB0138.and adjusted by the National Geodetic Survey in June 1991..
 BB0138
 BB0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0138
 BB0138.The geoid height was determined by GEOID03.
 BB0138
 BB0138.The dynamic height is computed by dividing the NAVD 88
 BB0138.geopotential number by the normal gravity value computed on the
 BB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0138.degrees latitude (g = 980.6199 gals.).
 BB0138
 BB0138.The modeled gravity was interpolated from observed gravity values.
 BB0138
 BB0138;                    North         East     Units Scale Factor Converg.
 BB0138;SPC TXSC     - 4,208,735.934    72,015.941   MT  0.99987437   -2 40 18.0
 BB0138;SPC TXSC     -13,808,161.14    236,272.30   sFT  0.99987437   -2 40 18.0
 BB0138;UTM  13      - 3,275,218.027   552,930.080   MT  0.99963457   +0 16 12.2
 BB0138
 BB0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0138!SPC TXSC     -   0.99987993  x   0.99987437  =   0.99975431
 BB0138!UTM  13      -   0.99987993  x   0.99963457  =   0.99951454
 BB0138
 BB0138:                Primary Azimuth Mark                     Grid Az
 BB0138:SPC TXSC     -  RP 25 B                                  120 12 58.0
 BB0138:UTM  13      -  RP 25 B                                  117 16 27.8
 BB0138
 BB0138|---------------------------------------------------------------------|
 BB0138| PID    Reference Object                     Distance      Geod. Az  |
 BB0138|                                                           dddmmss.s |
 BB0138| BB0143 RP 25 B                             APPROX. 2.9 KM 1173240.0 |
 BB0138|---------------------------------------------------------------------|
 BB0138
 BB0138                          SUPERSEDED SURVEY CONTROL
 BB0138
 BB0138  NAD 83(1986)-  29 36 20.45455(N)    104 27 12.08024(W) AD(       ) 2
 BB0138  NAD 27      -  29 36 19.80365(N)    104 27 10.34677(W) AD(       ) 2
 BB0138  NGVD 29 (??/??/92)  787.376  (m)         2583.25   (f) ADJ UNCH    2 0
 BB0138
 BB0138.Superseded values are not recommended for survey control.
 BB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0138.See file dsdata.txt to determine how the superseded data were derived.
 BB0138
 BB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5293075218(NAD 83)
 BB0138_MARKER: DS = TRIANGULATION STATION DISK
 BB0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0138_SP_SET: MONUMENT
 BB0138_STAMPING: REACH 1 PI NO 1 AHD 400LT 1973
 BB0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0138
 BB0138  HISTORY     - Date     Condition        Report By
 BB0138  HISTORY     - 1973     MONUMENTED       NGS
 BB0138  HISTORY     - 1973     GOOD             NGS
 BB0138
 BB0138                          STATION DESCRIPTION
 BB0138
 BB0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0138'STATION IS ABOUT 5.9 MILES NORTHWEST OF PRESIDIO AND 0.6 MILE
 BB0138'SOUTHWEST OF FARM ROAD 170.
 BB0138'
 BB0138'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND FARM
 BB0138'ROAD 170 IN PRESIDIO, GO WESTERLY ON FARM ROAD 170 FOR 5.7 MILES
 BB0138'TO A TRACK ROAD ON THE LEFT NEAR A POWER LINE POLE.  TURN LEFT AND
 BB0138'GO SOUTH ON TRACK ROAD AND ALONG THE WEST SIDE OF A FENCE LINE FOR
 BB0138'0.1 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH
 BB0138'GATE AND GO SOUTHERLY ON TRACK ROAD FOR 0.25 MILE TO SOME OLD ADOBE
 BB0138'HOUSES AND RP 25 (IBC+CDEL) ON THE LEFT.  BEAR RIGHT AND
 BB0138'CONTINUE SOUTHERLY ON TRACK ROAD FOR 0.3 MILE TO A CROSS TRACK
 BB0138'ROAD.  TURN RIGHT AND GO WESTERLY ON DIM TRACK ROAD THROUGH
 BB0138'BRUSH FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 BB0138'
 BB0138'STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED REACH
 BB0138'1 PI NO 1 AHD 400LT 1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BB0138'CONCRETE MONUMENT THAT PROJECTS 10 INCHES.  IT IS ABOUT 10 FEET
 BB0138'NORTH OF THE APPROXIMATE CENTER OF DIM TRACK ROAD.
 BB0138'
 BB0138'NO UNDERGROUND MARK WAS SET OR REFERENCE MARKS.
 BB0138
 BB0138                          STATION RECOVERY (1973)
 BB0138
 BB0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0138'5.9 MI NW FROM PRESIDIO.
 BB0138'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO
 BB0138'WESTERLY ALONG FARM ROAD 170 FOR 5.7 MILES TO A TRACK ROAD ON THE LEFT
 BB0138'NEAR WHERE THE POWER POLE LINE JOINS THE ROAD ON THE SOUTH, TURN LEFT
 BB0138'AND GO SOUTH ALONG THE WEST SIDE OF THE FENCE LINE FOR 0.1 MILE TO A
 BB0138'GATE ON THE LEFT, PASS THROUGH THE GATE AND GO SOUTH ON TRACK ROAD FOR
 BB0138'0.25 MILE TO SOME OLD ADOBE HOUSES, BEAR RIGHT AND CONTINUE SOUTH ON
 BB0138'TRACK ROAD FOR 0.3 MILE TO A TRACK CROSS ROAD, TURN RIGHT AND GO
 BB0138'WESTERLY ON DIM TRACK ROAD FOR 0.05 MILE AND STATION ON THE RIGHT. THE
 BB0138'MARK IS A STANDARD NGS TRIANGULATION MARK DISK SET IN THE TOP OF A
 BB0138'12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS 10 INCHES, AND ABOUT
 BB0138'10 FEET NORTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0311 ***********************************************************************
 BB0311  DESIGNATION -  REACH 1 PI 2
 BB0311  PID         -  BB0311
 BB0311  STATE/COUNTY-  TX/PRESIDIO
 BB0311  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0311
 BB0311                         *CURRENT SURVEY CONTROL
 BB0311  ___________________________________________________________________
 BB0311* NAD 83(1993)-  29 34 17.99883(N)    104 23 53.60420(W)     ADJUSTED  
 BB0311* NAVD 88     -       783.     (meters)    2569.     (feet)  VERTCON   
 BB0311  ___________________________________________________________________
 BB0311  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 BB0311  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 BB0311
 BB0311  HORZ ORDER  -  SECOND
 BB0311
 BB0311.The horizontal coordinates were established by classical geodetic methods
 BB0311.and adjusted by the National Geodetic Survey in February 1996..
 BB0311
 BB0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0311
 BB0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0311
 BB0311.The geoid height was determined by GEOID03.
 BB0311
 BB0311;                    North         East     Units Scale Factor Converg.
 BB0311;SPC TXSC     - 4,204,722.043    77,176.070   MT  0.99987175   -2 38 40.8
 BB0311;SPC TXSC     -13,794,992.24    253,201.82   sFT  0.99987175   -2 38 40.8
 BB0311;UTM  13      - 3,271,475.121   558,288.142   MT  0.99964192   +0 17 49.2
 BB0311
 BB0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0311!SPC TXSC     -   0.99988060  x   0.99987175  =   0.99975237
 BB0311!UTM  13      -   0.99988060  x   0.99964192  =   0.99952257
 BB0311
 BB0311                          SUPERSEDED SURVEY CONTROL
 BB0311
 BB0311  NAD 83(1986)-  29 34 17.99011(N)    104 23 53.60019(W) AD(       ) 2
 BB0311  NAD 27      -  29 34 17.33339(N)    104 23 51.86931(W) AD(       ) 2
 BB0311  NGVD 29 (07/19/86)  783.     (m)         2569.     (f) VERT ANG       
 BB0311
 BB0311.Superseded values are not recommended for survey control.
 BB0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0311.See file dsdata.txt to determine how the superseded data were derived.
 BB0311
 BB0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5828871475(NAD 83)
 BB0311_MARKER: P = PIPE CAP
 BB0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0311_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BB0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0311+STABILITY: SURFACE MOTION
 BB0311
 BB0311  HISTORY     - Date     Condition        Report By
 BB0311  HISTORY     - 1973     MONUMENTED       NGS
 BB0311
 BB0311                          STATION DESCRIPTION
 BB0311
 BB0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0311'THE STATION IS LOCATED 1-3/4 MILES WEST-NORTHWEST OF PRESIDIO, 1-1/4
 BB0311'MILES SOUTHWEST OF FARM ROAD 170, AND 200 FEET NORTH OF THE NORTH
 BB0311'EDGE OF THE RIO GRANDE RIVER.
 BB0311'
 BB0311'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO
 BB0311'WEST-NORTHWEST ALONG FARM ROAD 170 FOR 1.2 MILES TO A SIDE ROAD ON
 BB0311'THE LEFT, TURN LEFT AND GO SOUTHERLY FOR 0.05 MILE TO A CROSSROAD,
 BB0311'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A FORK, KEEP THE LEFT
 BB0311'FORK AND GO SOUTH FOR 0.3 MILE TO A FORK, KEEP THE RIGHT FORK AND
 BB0311'GO WEST FOR 0.4 MILE TO A GATE ON THE LEFT, TURN LEFT PASSING
 BB0311'THROUGH THE GATE AND GO SOUTH ON A TRACK ROAD ALONG THE WEST
 BB0311'SIDE OF THE FENCE FOR 0.6 MILE TO A T-ROAD ON TOP OF A DIKE, TURN
 BB0311'RIGHT AND GO WEST FOR 0.1 MILE TO A GATE, PASS THROUGH THE GATE AND
 BB0311'TURN A SHARP RIGHT DOWN OFF THE DIKE AND GO NORTH ALONG THE WEST
 BB0311'SIDE OF THE FENCE FOR 0.25 MILE TO THE END OF TRUCK TRAVEL, PACK
 BB0311'WEST OUT INTO THE FIELD 235 FEET TO STATION REACH 1 PI NO 2 BK 400LT,
 BB0311'THEN PACK SOUTHWEST 400 FEET TO THE STATION.
 BB0311'
 BB0311'THE STATION IS MARKED WITH A CENTER PUNCH HOLE IN THE TOP OF A CAP
 BB0311'SCREWED ON THE TOP OF A 2-INCH DIAMETER IRON PIPE THAT PROJECTS 2
 BB0311'FEET.  THE PIPE IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT WITH
 BB0311'THE LETTERS PI NO 2 SCRATCHED IN THE TOP OF THE MONUMENT.  IT IS 123
 BB0311'FEET NORTH OF A EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0150 ***********************************************************************
 BB0150  DESIGNATION -  REACH 1 PI 2 BK 400LT RM 2
 BB0150  PID         -  BB0150
 BB0150  STATE/COUNTY-  TX/PRESIDIO
 BB0150  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0150
 BB0150                         *CURRENT SURVEY CONTROL
 BB0150  ___________________________________________________________________
 BB0150* NAD 83(1993)-  29 34 19.47247(N)    104 23 48.02115(W)     ADJUSTED  
 BB0150* NAVD 88     -       783.355  (meters)    2570.06   (feet)  ADJUSTED  
 BB0150  ___________________________________________________________________
 BB0150  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 BB0150  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 BB0150  DYNAMIC HT  -         782.084 (meters)    2565.89  (feet)  COMP
 BB0150  MODELED GRAV-     978,995.3   (mgal)                       NAVD 88
 BB0150
 BB0150  HORZ ORDER  -  SECOND
 BB0150  VERT ORDER  -  SECOND    CLASS 0
 BB0150
 BB0150.The horizontal coordinates were established by classical geodetic methods
 BB0150.and adjusted by the National Geodetic Survey in February 1996..
 BB0150
 BB0150.The orthometric height was determined by differential leveling
 BB0150.and adjusted by the National Geodetic Survey in June 1991..
 BB0150
 BB0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0150
 BB0150.The geoid height was determined by GEOID03.
 BB0150
 BB0150.The dynamic height is computed by dividing the NAVD 88
 BB0150.geopotential number by the normal gravity value computed on the
 BB0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0150.degrees latitude (g = 980.6199 gals.).
 BB0150
 BB0150.The modeled gravity was interpolated from observed gravity values.
 BB0150
 BB0150;                    North         East     Units Scale Factor Converg.
 BB0150;SPC TXSC     - 4,204,760.431    77,328.257   MT  0.99987178   -2 38 38.0
 BB0150;SPC TXSC     -13,795,118.18    253,701.12   sFT  0.99987178   -2 38 38.0
 BB0150;UTM  13      - 3,271,521.258   558,438.124   MT  0.99964214   +0 17 51.9
 BB0150
 BB0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0150!SPC TXSC     -   0.99988061  x   0.99987178  =   0.99975240
 BB0150!UTM  13      -   0.99988061  x   0.99964214  =   0.99952279
 BB0150
 BB0150|---------------------------------------------------------------------|
 BB0150| PID    Reference Object                     Distance      Geod. Az  |
 BB0150|                                                           dddmmss.s |
 BB0150| BB0309 REACH 1 PI 2 BK 400LT                98.856 METERS 30410     |
 BB0150| BB0149 REACH 1 PI 2 BK 400LT RM 1          159.338 METERS 35549     |
 BB0150|---------------------------------------------------------------------|
 BB0150
 BB0150                          SUPERSEDED SURVEY CONTROL
 BB0150
 BB0150  NAD 83(1986)-  29 34 19.46376(N)    104 23 48.01717(W) AD(       ) 2
 BB0150  NAD 27      -  29 34 18.80704(N)    104 23 46.28642(W) AD(       ) 2
 BB0150  NGVD 29 (??/??/92)  782.956  (m)         2568.75   (f) ADJ UNCH    2 0
 BB0150
 BB0150.Superseded values are not recommended for survey control.
 BB0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0150.See file dsdata.txt to determine how the superseded data were derived.
 BB0150
 BB0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5843871521(NAD 83)
 BB0150_MARKER: DS = TRIANGULATION STATION DISK
 BB0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0150_SP_SET: MONUMENT
 BB0150_STAMPING: REACH 1 PI NO 2 BK 400LT NO 2 1973
 BB0150_MARK LOGO: NGS   
 BB0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0150
 BB0150  HISTORY     - Date     Condition        Report By
 BB0150  HISTORY     - 1973     MONUMENTED       NGS
 BB0150  HISTORY     - 1973     GOOD             NGS
 BB0150
 BB0150                          STATION DESCRIPTION
 BB0150
 BB0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0150'THE STATION IS ABOUT 2 MILES WEST-NORTHWEST OF PRESIDIO.
 BB0150'
 BB0150'TO REACH
 BB0150'THE STATION FROM THE POST OFFICE IN PRESIDIO, GO WEST-NORTHWEST ON
 BB0150'FARM ROAD 170 FOR 1.2 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 BB0150'AND GO SOUTHERLY FOR 0.05 MILE TO A CROSSROAD, CONTINUE AHEAD FOR
 BB0150'0.05 MILE TO A FORK.  KEEP THE LEFT FORK AND GO SOUTHERLY FOR 0.3
 BB0150'MILE TO A FORK, KEEP THE RIGHT FORK AND GO WEST FOR 0.4 MILE TO
 BB0150'A GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE AND GO
 BB0150'SOUTH ALONG THE WEST SIDE OF FENCE FOR 0.6 MILE TO A T-ROAD ON
 BB0150'TOP OF DIKE.  TURN RIGHT AND GO WEST FOR 0.1 MILE TO A GATE,
 BB0150'PASS THROUGH THE GATE AND TURN SHARP RIGHT AND GO NORTH ALONG THE
 BB0150'WEST SIDE OF FENCE FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 BB0150'
 BB0150'STATION MARK IS A STANDARD DISK STAMPED---REACH 1 PI NO 2 BK 400LT
 BB0150'NO 2 1973---SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BB0150'THAT PROJECTS 5 INCHES.  IT IS 15.0 FEET EAST OF THE TRACK ROAD, 3.5
 BB0150'FEET NORTHWEST OF A 15-INCH DIAMETER TREE, 0.5 FEET WEST OF A
 BB0150'NORTH-SOUTH FENCE LINE AND ABOUT LEVEL WITH THE ROAD.
 BB0150
 BB0150                          STATION RECOVERY (1973)
 BB0150
 BB0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0150'1.8 MI WNW FROM PRESIDIO.
 BB0150'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO
 BB0150'WEST-NORTHWEST ON FARM ROAD 170 FOR 1.2 MILES TO A SIDE ROAD ON THE
 BB0150'LEFT, TURN LEFT AND GO SOUTHERLY FOR 0.05 MILE TO A CROSS ROAD,
 BB0150'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A FORK, KEEP LEFT AND GO
 BB0150'SOUTHERLY FOR 0.3 MILE TO A FORK, KEEP RIGHT AND GO WEST FOR 0.4 MILE
 BB0150'TO A GATE ON THE LEFT, PASS THROUGH GATE AND GO SOUTH ALONG THE WEST
 BB0150'SIDE OF THE FENCE FOR 0.6 MILE TO A T-ROAD ON TOP OF A DIKE, TURN
 BB0150'RIGHT AND GO WEST FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND TURN
 BB0150'SHARP RIGHT AND GO NORTH ALONG THE WEST SIDE OF FENCE FOR 0.2 MILE TO
 BB0150'STATION ON RIGHT.  IT IS A STANDARD NGS TRIANGULATION MARK DISK, SET
 BB0150'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS 5
 BB0150'INCHES.  IT IS 15.0 FEET EAST OF THE TRACK ROAD, 3.5 FEET NORTHWEST OF
 BB0150'A 15-INCH DIAMETER TREE, 0.5 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 BB0150'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0149 ***********************************************************************
 BB0149  DESIGNATION -  REACH 1 PI 2 BK 400LT RM 1
 BB0149  PID         -  BB0149
 BB0149  STATE/COUNTY-  TX/PRESIDIO
 BB0149  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0149
 BB0149                         *CURRENT SURVEY CONTROL
 BB0149  ___________________________________________________________________
 BB0149* NAD 83(1993)-  29 34 24.63365(N)    104 23 48.45263(W)     ADJUSTED  
 BB0149* NAVD 88     -       784.030  (meters)    2572.27   (feet)  ADJUSTED  
 BB0149  ___________________________________________________________________
 BB0149  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 BB0149  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 BB0149  DYNAMIC HT  -         782.758 (meters)    2568.10  (feet)  COMP
 BB0149  MODELED GRAV-     978,995.4   (mgal)                       NAVD 88
 BB0149
 BB0149  HORZ ORDER  -  SECOND
 BB0149  VERT ORDER  -  SECOND    CLASS 0
 BB0149
 BB0149.The horizontal coordinates were established by classical geodetic methods
 BB0149.and adjusted by the National Geodetic Survey in February 1996..
 BB0149
 BB0149.The orthometric height was determined by differential leveling
 BB0149.and adjusted by the National Geodetic Survey in June 1991..
 BB0149
 BB0149.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0149
 BB0149.The geoid height was determined by GEOID03.
 BB0149
 BB0149.The dynamic height is computed by dividing the NAVD 88
 BB0149.geopotential number by the normal gravity value computed on the
 BB0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0149.degrees latitude (g = 980.6199 gals.).
 BB0149
 BB0149.The modeled gravity was interpolated from observed gravity values.
 BB0149
 BB0149;                    North         East     Units Scale Factor Converg.
 BB0149;SPC TXSC     - 4,204,919.692    77,323.987   MT  0.99987188   -2 38 38.2
 BB0149;SPC TXSC     -13,795,640.69    253,687.11   sFT  0.99987188   -2 38 38.2
 BB0149;UTM  13      - 3,271,680.053   558,425.689   MT  0.99964212   +0 17 51.8
 BB0149
 BB0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0149!SPC TXSC     -   0.99988050  x   0.99987188  =   0.99975240
 BB0149!UTM  13      -   0.99988050  x   0.99964212  =   0.99952267
 BB0149
 BB0149|---------------------------------------------------------------------|
 BB0149| PID    Reference Object                     Distance      Geod. Az  |
 BB0149|                                                           dddmmss.s |
 BB0149| BB0150 REACH 1 PI 2 BK 400LT RM 2          159.338 METERS 17549     |
 BB0149| BB0309 REACH 1 PI 2 BK 400LT               124.964 METERS 21410     |
 BB0149|---------------------------------------------------------------------|
 BB0149
 BB0149                          SUPERSEDED SURVEY CONTROL
 BB0149
 BB0149  NAD 83(1986)-  29 34 24.62495(N)    104 23 48.44862(W) AD(       ) 2
 BB0149  NAD 27      -  29 34 23.96840(N)    104 23 46.71781(W) AD(       ) 2
 BB0149  NGVD 29 (??/??/92)  783.631  (m)         2570.96   (f) ADJ UNCH    2 0
 BB0149
 BB0149.Superseded values are not recommended for survey control.
 BB0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0149.See file dsdata.txt to determine how the superseded data were derived.
 BB0149
 BB0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5842671680(NAD 83)
 BB0149_MARKER: DS = TRIANGULATION STATION DISK
 BB0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0149_SP_SET: MONUMENT
 BB0149_STAMPING: REACH 1 PI NO 2 BK 400LT NO 1 1973
 BB0149_MARK LOGO: NGS   
 BB0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0149
 BB0149  HISTORY     - Date     Condition        Report By
 BB0149  HISTORY     - 1973     MONUMENTED       NGS
 BB0149  HISTORY     - 1973     GOOD             NGS
 BB0149
 BB0149                          STATION DESCRIPTION
 BB0149
 BB0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0149'THE STATION IS ABOUT 2 MILES WEST-NORTHWEST OF PRESIDIO.  TO REACH
 BB0149'THE STATION FROM THE POST OFFICE IN PRESIDIO, GO WEST-NORTHWEST ON
 BB0149'FARM ROAD 170 FOR 1.2 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT
 BB0149'AND GO SOUTHERLY FOR 0.05 MILE TO A CROSSROAD.  CONTINUE AHEAD FOR
 BB0149'0.05 MILE TO A FORK, KEEP THE LEFT FORK AND GO SOUTHERLY FOR 0.3
 BB0149'MILE TO A FORK, KEEP RIGHT FORK AND GO WEST FOR 0.4 MILE TO A
 BB0149'GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE AND GO
 BB0149'SOUTH ALONG THE WEST SIDE OF THE FENCE FOR 0.6 MILE TO A T-ROAD
 BB0149'ON TOP OF A DIKE.  TURN RIGHT AND GO WEST FOR 0.1 MILE TO A GATE,
 BB0149'PASS THROUGH THE GATE AND TURN SHARP LEFT AND GO NORTH ALONG WEST
 BB0149'SIDE OF FENCE FOR 0.3 MILE TO THE STATION ON TOP OF BUILT UP
 BB0149'AREA JUST TO THE RIGHT OF THE ROAD.
 BB0149'
 BB0149'THE STATION MARK IS A STANDARD DISK
 BB0149'STAMPED---REACH 1 PI NO 2 BK 400LT NO 1 1973---SET IN THE TOP OF A
 BB0149'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 BB0149'IT IS 25 FEET EAST OF THE APPROXIMATE CENTER OF DIRT ROAD
 BB0149'AND 8.5 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 BB0149
 BB0149                          STATION RECOVERY (1973)
 BB0149
 BB0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0149'1.8 MI WNW FROM PRESIDIO.
 BB0149'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO
 BB0149'WEST-NORTHWEST ON FARM ROAD 170 FOR 1.2 MILES TO A SIDE ROAD ON THE
 BB0149'LEFT, TURN LEFT AND GO SOUTHERLY FOR 0.05 MILE TO A CROSS ROAD,
 BB0149'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A FORK, KEEP LEFT AND GO
 BB0149'SOUTHERLY FOR 0.30 MILE TO A FORK, KEEP RIGHT AND GO WEST FOR 0.40
 BB0149'MILE TO A GATE ON THE LEFT, PASS THROUGH GATE AND GO SOUTH ALONG THE
 BB0149'WEST SIDE OF THE FENCE FOR 0.6 MILE TO A T-ROAD ON TOP OF A DIKE, TURN
 BB0149'RIGHT AND GO WEST  FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND TURN
 BB0149'SHARP RIGHT AND GO NORTH ALONG WEST SIDE OF FENCE FOR 0.3 MILE TO
 BB0149'STATION ON TOP OF BUILT UP AREA JUST TO THE RIGHT OF THE ROAD.  IT IS
 BB0149'A STANDARD NGS TRIANGULATION MARK DISK, SET IN THE TOP OF A 12-INCH
 BB0149'DIAMETER CONCRETE MONUMENT THAT PROJECTS 6 INCHES, 25 FEET EAST OF THE
 BB0149'APPROXIMATE CENTER OF THE DIRT ROAD, AND 8.5 FEET WEST OF A
 BB0149'NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0309 ***********************************************************************
 BB0309  DESIGNATION -  REACH 1 PI 2 BK 400LT
 BB0309  PID         -  BB0309
 BB0309  STATE/COUNTY-  TX/PRESIDIO
 BB0309  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0309
 BB0309                         *CURRENT SURVEY CONTROL
 BB0309  ___________________________________________________________________
 BB0309* NAD 83(1993)-  29 34 21.27556(N)    104 23 51.06002(W)     ADJUSTED  
 BB0309* NAVD 88     -       783.15   (+/-2cm)    2569.4    (feet)  VERTCON   
 BB0309  ___________________________________________________________________
 BB0309  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 BB0309  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 BB0309
 BB0309  HORZ ORDER  -  SECOND
 BB0309  VERT ORDER  -  THIRD ? (See Below)
 BB0309
 BB0309.The horizontal coordinates were established by classical geodetic methods
 BB0309.and adjusted by the National Geodetic Survey in February 1996..
 BB0309
 BB0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0309.The vertical order pertains to the NGVD 29 superseded value.
 BB0309
 BB0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0309
 BB0309.The geoid height was determined by GEOID03.
 BB0309
 BB0309;                    North         East     Units Scale Factor Converg.
 BB0309;SPC TXSC     - 4,204,819.656    77,249.122   MT  0.99987181   -2 38 39.5
 BB0309;SPC TXSC     -13,795,312.49    253,441.49   sFT  0.99987181   -2 38 39.5
 BB0309;UTM  13      - 3,271,576.330   558,356.072   MT  0.99964202   +0 17 50.5
 BB0309
 BB0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0309!SPC TXSC     -   0.99988064  x   0.99987181  =   0.99975247
 BB0309!UTM  13      -   0.99988064  x   0.99964202  =   0.99952270
 BB0309
 BB0309|---------------------------------------------------------------------|
 BB0309| PID    Reference Object                     Distance      Geod. Az  |
 BB0309|                                                           dddmmss.s |
 BB0309| BB0149 REACH 1 PI 2 BK 400LT RM 1          124.964 METERS 03410     |
 BB0309| BB0281 PRESIDIO MUN STANDPIPE              APPROX. 3.6 KM 0984325.6 |
 BB0309| BB0150 REACH 1 PI 2 BK 400LT RM 2           98.856 METERS 12410     |
 BB0309| BB0311 REACH 1 PI 2                        121.937 METERS 21410     |
 BB0309|---------------------------------------------------------------------|
 BB0309
 BB0309                          SUPERSEDED SURVEY CONTROL
 BB0309
 BB0309  NAD 83(1986)-  29 34 21.26684(N)    104 23 51.05602(W) AD(       ) 2
 BB0309  NAD 27      -  29 34 20.61023(N)    104 23 49.32518(W) AD(       ) 2
 BB0309  NGVD 29 (07/19/86)  782.75   (m)         2568.1    (f) LEVELING    3  
 BB0309
 BB0309.Superseded values are not recommended for survey control.
 BB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0309.See file dsdata.txt to determine how the superseded data were derived.
 BB0309
 BB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5835671576(NAD 83)
 BB0309_MARKER: Z = SEE DESCRIPTION
 BB0309_SETTING: 0 = UNSPECIFIED SETTING
 BB0309
 BB0309  HISTORY     - Date     Condition        Report By
 BB0309  HISTORY     - 1973     MONUMENTED       NGS
 BB0309
 BB0309                          STATION DESCRIPTION
 BB0309
 BB0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0309'THE STATION IS LOCATED ABOUT 1-3/4 MILES WEST-NORTHWEST OF PRESIDIO,
 BB0309'1-1/4 MILES SOUTHWEST OF FARM ROAD 170, AND ON THE NORTH SIDE OF THE
 BB0309'RIO GRANDE RIVER ABOUT 600 FEET.
 BB0309'
 BB0309'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO
 BB0309'WEST-NORTHWEST ALONG FARM ROAD 170 FOR 1.2 MILES TO A SIDE ROAD ON
 BB0309'THE LEFT.  TURN LEFT AND GO SOUTHERLY FOR 0.05 MILE TO A CROSSROAD,
 BB0309'CONTINUE AHEAD FOR 0.05 MILE TO A FORK.  KEEP THE LEFT FORK AND
 BB0309'GO SOUTHERLY FOR 0.3 MILE TO A FORK.  KEEP THE RIGHT FORK AND GO
 BB0309'WEST FOR 0.4 MILE TO A GATE ON THE LEFT.  TURN LEFT, PASSING
 BB0309'THROUGH THE GATE AND GO SOUTH ALONG THE WEST SIDE OF THE FENCE FOR
 BB0309'0.6 MILE TO A T-ROAD ON TOP OF THE DIKE.  TURN RIGHT AND GO WEST
 BB0309'FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND TURN A SHARP
 BB0309'RIGHT DOWN OFF THE DIKE AND GO NORTH ALONG THE WEST SIDE OF THE
 BB0309'FENCE FOR 0.25 MILE TO THE STATION ON THE LEFT 235 FEET WEST INTO
 BB0309'THE FIELD.
 BB0309'
 BB0309'DUE TO THE PROPERTY OWNERS REQUEST A CONCRETE MONUMENT COULD NOT BE
 BB0309'ESTABLISHED.  THE STATION IS MARKED WITH A 2 X 4-INCH HUB WITH A
 BB0309'1 X 12 X 12-INCH BOARD ATTACHED TO THE TOP OF THE HUB WITH A PENCIL
 BB0309'MARK FOR A CENTER POINT.  IT IS 235 FEET WEST OF THE CENTER OF THE
 BB0309'TRACK ROAD.
 BB0309'
 BB0309'REFERENCE MARK 1 IS A STANDARD TRIANGULATION DISK STAMPED---REACH
 BB0309'1 PI NO 2 BK 400LT NO 1 1973.  IT IS SET IN THE TOP OF A 12-INCH
 BB0309'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 25
 BB0309'FEET EAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD AND 8.5 FEET
 BB0309'WEST OF A NORTH-SOUTH FENCE LINE.
 BB0309'
 BB0309'REFERENCE MARK 2 IS A STANDARD TRIANGULATION DISK STAMPED---REACH
 BB0309'1 PI NO 2 BK 400LT NO 2 1973.  IT IS SET IN THE TOP OF A 12-INCH
 BB0309'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 15.0
 BB0309'FEET EAST OF THE DIRT ROAD, 3.5 FEET NORTHWEST OF A 15-INCH
 BB0309'DIAMETER TREE, 0.5 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND ABOUT
 BB0309'LEVEL WITH THE ROAD.
 BB0309'
 BB0309'THE PI STATION IS MARKED WITH A CENTER PUNCH HOLE IN THE TOP OF A CAP
 BB0309'SCREWED ON THE TOP OF A 2-INCH DIAMETER IRON PIPE THAT PROJECTS
 BB0309'ABOUT 2 FEET.  THE PIPE IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 BB0309'WITH THE LETTERS PI NO 2 SCRATCHED IN THE TOP OF THE MONUMENT.  IT
 BB0309'IS 400 FEET SOUTHWEST OF THE STATION MARK AND 123 FEET NORTH OF
 BB0309'A EAST-WEST FENCE LINE.
 BB0309'
 BB0309'THE ABOVE EDM TRAVERSE DISTANCES ARE REDUCED TO SEA LEVEL.
 BB0309'
 BB0309'NO UNDERGROUND MARK WAS SET.
 BB0309'
 BB0309'NEAREST TOWN--PRESIDIO.
 BB0309'
 BB0309'HEIGHT OF LIGHT ABOVE STATION MARK 6.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0036 ***********************************************************************
 BB0036  DESIGNATION -  REACH 2 5+00 400LT
 BB0036  PID         -  BB0036
 BB0036  STATE/COUNTY-  TX/PRESIDIO
 BB0036  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0036
 BB0036                         *CURRENT SURVEY CONTROL
 BB0036  ___________________________________________________________________
 BB0036* NAD 83(1993)-  29 33 18.72238(N)    104 23 31.90931(W)     ADJUSTED  
 BB0036* NAVD 88     -       781.203  (meters)    2563.00   (feet)  ADJUSTED  
 BB0036  ___________________________________________________________________
 BB0036  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 BB0036  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BB0036  DYNAMIC HT  -         779.934 (meters)    2558.83  (feet)  COMP
 BB0036  MODELED GRAV-     978,994.2   (mgal)                       NAVD 88
 BB0036
 BB0036  HORZ ORDER  -  SECOND
 BB0036  VERT ORDER  -  SECOND    CLASS 0
 BB0036
 BB0036.The horizontal coordinates were established by classical geodetic methods
 BB0036.and adjusted by the National Geodetic Survey in February 1996..
 BB0036
 BB0036.The orthometric height was determined by differential leveling
 BB0036.and adjusted by the National Geodetic Survey in June 1991..
 BB0036
 BB0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0036
 BB0036.The geoid height was determined by GEOID03.
 BB0036
 BB0036.The dynamic height is computed by dividing the NAVD 88
 BB0036.geopotential number by the normal gravity value computed on the
 BB0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0036.degrees latitude (g = 980.6199 gals.).
 BB0036
 BB0036.The modeled gravity was interpolated from observed gravity values.
 BB0036
 BB0036;                    North         East     Units Scale Factor Converg.
 BB0036;SPC TXSC     - 4,202,872.152    77,675.206   MT  0.99987061   -2 38 30.1
 BB0036;SPC TXSC     -13,788,923.05    254,839.41   sFT  0.99987061   -2 38 30.1
 BB0036;UTM  13      - 3,269,653.699   558,881.416   MT  0.99964278   +0 17 59.3
 BB0036
 BB0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0036!SPC TXSC     -   0.99988094  x   0.99987061  =   0.99975157
 BB0036!UTM  13      -   0.99988094  x   0.99964278  =   0.99952377
 BB0036
 BB0036:                Primary Azimuth Mark                     Grid Az
 BB0036:SPC TXSC     -  REACH 2 PI 3 BK 400LT                    138 46 15.3
 BB0036:UTM  13      -  REACH 2 PI 3 BK 400LT                    135 49 45.9
 BB0036
 BB0036|---------------------------------------------------------------------|
 BB0036| PID    Reference Object                     Distance      Geod. Az  |
 BB0036|                                                           dddmmss.s |
 BB0036| BB0035 REACH 2 PI 3 BK 400LT               APPROX. 1.8 KM 1360745.2 |
 BB0036| BB0034 X 1095                              299.976 METERS 13607     |
 BB0036| BB0303 M 13                                419.642 METERS 1612338.0 |
 BB0036|---------------------------------------------------------------------|
 BB0036
 BB0036                          SUPERSEDED SURVEY CONTROL
 BB0036
 BB0036  NAD 83(1986)-  29 33 18.71375(N)    104 23 31.90531(W) AD(       ) 2
 BB0036  NAD 27      -  29 33 18.05503(N)    104 23 30.17600(W) AD(       ) 2
 BB0036  NGVD 29 (??/??/92)  780.808  (m)         2561.70   (f) ADJ UNCH    2 0
 BB0036
 BB0036.Superseded values are not recommended for survey control.
 BB0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0036.See file dsdata.txt to determine how the superseded data were derived.
 BB0036
 BB0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5888169654(NAD 83)
 BB0036_MARKER: DS = TRIANGULATION STATION DISK
 BB0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0036_SP_SET: MONUMENT
 BB0036_STAMPING: REACH 2 5+00 400LT 1974
 BB0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0036
 BB0036  HISTORY     - Date     Condition        Report By
 BB0036  HISTORY     - 1973     MONUMENTED       NGS
 BB0036  HISTORY     - 1974     GOOD             NGS
 BB0036
 BB0036                          STATION DESCRIPTION
 BB0036
 BB0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0036'1.3 MI WSW FROM PRESIDIO.
 BB0036'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0036'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN RIGHT AND GO WESTERLY
 BB0036'ON U.S. HIGHWAY 67 FOR 0.9 MILE TO WHERE THE PAVED ROAD TURNS RIGHT,
 BB0036'CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR 0.2 MILE TO A HOUSE
 BB0036'DIRECTLY SOUTH OF THE ROAD, TURN RIGHT AND GO WEST ON A DIRT ROAD FOR
 BB0036'0.2 MILE TO THE TOP OF THE DIKE, TURN RIGHT AND GO NORTHWEST ALONG THE
 BB0036'TOP OF THE DIKE FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 BB0036'WEST ALONG THE TOP OF THE DIKE FOR 0.25 MILE TO WHERE THE DIKE TURNS
 BB0036'OFF TO THE LEFT, CONTINUE STRAIGHT AHEAD, DOWN OFF THE DIKE, ON A
 BB0036'TRACK ROAD FOR 0.15 MILE TO A CURVE LEFT, TURN LEFT AND GO SOUTH ALONG
 BB0036'TRACK ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT, 12.5 FEET SOUTH OF A
 BB0036'2-INCH DIAMETER IRON PIPE WITNESS POST SET IN A 12-INCH SQUARE
 BB0036'CONCRETE FOOTING, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 BB0036'MONUMENT THAT IS PROJECTING 1 INCH ABOVE THE GROUND.
 BB0036
 BB0036                          STATION RECOVERY (1974)
 BB0036
 BB0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0036'THE STATION IS LOCATED ABOUT 1.3 MILES WEST-SOUTHWEST OF PRESIDIO,
 BB0036'AND 0.2 MILE SOUTH OF U.S. HIGHWAY 67 AT THE U.S. CUSTONS HOUSE.
 BB0036'
 BB0036'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0036'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN RIGHT
 BB0036'AND GO WESTERLY ON U.S. 67 FOR 0.9 MILE TO WHERE THE PAVED ROAD TURNS
 BB0036'RIGHT, CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR 0.2 MILE TO A
 BB0036'HOUSE DIRECTLY SOUTH OF THE ROAD, TURN RIGHT AND GO WEST ON A
 BB0036'DIRT ROAD FOR 0.2 MILE TO THE TOP OF THE DIKE, TURN RIGHT AND GO
 BB0036'NORTHWEST ALONG THE TOP OF THE DIKE FOR 0.05 MILE TO A SIDE ROAD ON
 BB0036'THE LEFT, TURN LEFT AND GO WEST ALONG THE TOP OF THE DIKE FOR 0.25
 BB0036'MILE TO WHERE THE DIKE TURNS OFF TO THE LEFT, CONTINUE STRAIGHT
 BB0036'AHEAD, DOWN OFF THE DIKE, ON TRACK ROAD FOR 0.15 MILE TO A CURVE
 BB0036'LEFT, TURN LEFT AND GO SOUTH ALONG TRACK ROAD FOR 0.1 MILE TO THE
 BB0036'STATION ON THE RIGHT.
 BB0036'
 BB0036'THE STATION IS A STANDARD NGS TRIANGULATION MARK DISK, THAT IS
 BB0036'STAMPED REACH 2 5+00 400LT 1974.  IT IS ON THE WEST SIDE OF THE TRACK
 BB0036'ROAD, 12.5 FEET SOUTH OF A 2-INCH IRON PIPE WITNESS POST THAT IS
 BB0036'SET IN A 12.5 FEET SOUTH OF A 2-INCH CONCRETE FOOTING, AND SET
 BB0036'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT IS
 BB0036'PROJECTING 1 INCH ABOVE THE GROUND.
 BB0036'
 BB0036'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0305 ***********************************************************************
 BB0305  DESIGNATION -  REACH 2 5+00 CL
 BB0305  PID         -  BB0305
 BB0305  STATE/COUNTY-  TX/PRESIDIO
 BB0305  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0305
 BB0305                         *CURRENT SURVEY CONTROL
 BB0305  ___________________________________________________________________
 BB0305* NAD 83(1993)-  29 33 15.97773(N)    104 23 35.17437(W)     ADJUSTED  
 BB0305* NAVD 88     -       782.     (meters)    2566.     (feet)  VERTCON   
 BB0305  ___________________________________________________________________
 BB0305  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 BB0305  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 BB0305
 BB0305  HORZ ORDER  -  SECOND
 BB0305
 BB0305.The horizontal coordinates were established by classical geodetic methods
 BB0305.and adjusted by the National Geodetic Survey in February 1996..
 BB0305
 BB0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0305
 BB0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0305
 BB0305.The geoid height was determined by GEOID03.
 BB0305
 BB0305;                    North         East     Units Scale Factor Converg.
 BB0305;SPC TXSC     - 4,202,791.795    77,583.518   MT  0.99987056   -2 38 31.7
 BB0305;SPC TXSC     -13,788,659.41    254,538.59   sFT  0.99987056   -2 38 31.7
 BB0305;UTM  13      - 3,269,568.762   558,793.993   MT  0.99964265   +0 17 57.7
 BB0305
 BB0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0305!SPC TXSC     -   0.99988076  x   0.99987056  =   0.99975133
 BB0305!UTM  13      -   0.99988076  x   0.99964265  =   0.99952345
 BB0305
 BB0305|---------------------------------------------------------------------|
 BB0305| PID    Reference Object                     Distance      Geod. Az  |
 BB0305|                                                           dddmmss.s |
 BB0305| BB0036 REACH 2 5+00 400LT                  121.933 METERS 04608     |
 BB0305| BB0302 M 13 CL                             380.318 METERS 13606     |
 BB0305|---------------------------------------------------------------------|
 BB0305
 BB0305                          SUPERSEDED SURVEY CONTROL
 BB0305
 BB0305  NAD 83(1986)-  29 33 15.96906(N)    104 23 35.17039(W) AD(       ) 2
 BB0305  NAD 27      -  29 33 15.31031(N)    104 23 33.44101(W) AD(       ) 2
 BB0305  NGVD 29 (07/19/86)  782.     (m)         2566.     (f) VERT ANG       
 BB0305
 BB0305.Superseded values are not recommended for survey control.
 BB0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0305.See file dsdata.txt to determine how the superseded data were derived.
 BB0305
 BB0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5879469569(NAD 83)
 BB0305_MARKER: P = PIPE CAP
 BB0305_SETTING: 0 = UNSPECIFIED SETTING
 BB0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0305
 BB0305  HISTORY     - Date     Condition        Report By
 BB0305  HISTORY     - 1974     MONUMENTED       NGS
 BB0305  HISTORY     - 20040211 MARK NOT FOUND   NGS
 BB0305
 BB0305                          STATION DESCRIPTION
 BB0305
 BB0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0305'THE STATION IS LOCATED ABOUT 1.3 MILES WEST-SOUTHWEST OF PRESIDIO,
 BB0305'AND 0.2 MILE SOUTH OF U.S. HIGHWAY 67 AT THE U.S. CUSTOM HOUSE.
 BB0305'
 BB0305'THE STATION FROM THE POST OFFICE IN PRESIDIO, GO SOUTH ON U.S.
 BB0305'HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN RIGHT
 BB0305'AND GO WESTERLY ON U.S. 67 FOR 0.9 MILE TO WHERE THE PAVED ROAD
 BB0305'TURNS RIGHT, CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR 0.2 MILE
 BB0305'TO A HOUSE DIRECTLY SOUTH OF THE ROAD, TURN RIGHT AND GO WEST ON A
 BB0305'DIRT ROAD FOR 0.2 MILE TO THE TOP OF THE DIKE, TURN RIGHT AND GO
 BB0305'NORTHWEST ALONG TURN RIGHT AN GO NORTHWEST ALONG THE TOP OF A THE
 BB0305'DIKE FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 BB0305'WEST ALONG THE TOP TOP OF THE DIKE FOR 0.25 MILE TO WHERE THE
 BB0305'DIKE TURNS OFF TO THE LEFT, CONTINUE STRAIGHT AHEAD,
 BB0305'DOWN OFF THE DIKE, ON A TRACK ROAD FOR 0.15 MILE TO A CURVE
 BB0305'LEFT, TURN LEFT AND GO SOUTH ALONG TRACK ROAD FOR 0.1
 BB0305'MILE TO STATION REACH 2 5+00 400LT ON THE RIGHT, PACK
 BB0305'SOUTHWEST 400 FEET TO STATION.
 BB0305'
 BB0305'THE STATION IS MARKED WITH A CENTER PUNCH HOLE IN THE TOP OF A CAP
 BB0305'SCREWED ON THE TOP OF A 2-INCH DIAMETER IRON PIPE THAT PROJECTS 20
 BB0305'INCHES.  THE PIPE IS SET IN A 11-INCH SQUARE CONCRETE MONUMENT WITH
 BB0305'THE LETTERS C 5+00 INCH SCRATCHED IN THE TOP OF THE MONUMENT.
 BB0305
 BB0305                          STATION RECOVERY (2004)
 BB0305
 BB0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0305'LOCATION OF THIS 2-INCH IRON PIPE IS IN THE CENTER OF THE RIVER.  THE
 BB0305' 
 BB0305'INTERNATIONAL BOUNDARY AND WATER COMMISSION HAS RELOCATED THE RIO
 BB0305'GRANDE RIVER IN THE PRESIDIO VALLEY WHICH HAS DESTROYED THE MARK.
 BB0305' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0296 ***********************************************************************
 BB0296  DESIGNATION -  REACH 2 PI 3
 BB0296  PID         -  BB0296
 BB0296  STATE/COUNTY-  TX/PRESIDIO
 BB0296  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0296
 BB0296                         *CURRENT SURVEY CONTROL
 BB0296  ___________________________________________________________________
 BB0296* NAD 83(1993)-  29 32 33.72073(N)    104 22 48.71909(W)     ADJUSTED  
 BB0296* NAVD 88     -       780.     (meters)    2559.     (feet)  VERTCON   
 BB0296  ___________________________________________________________________
 BB0296  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 BB0296  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BB0296
 BB0296  HORZ ORDER  -  SECOND
 BB0296
 BB0296.The horizontal coordinates were established by classical geodetic methods
 BB0296.and adjusted by the National Geodetic Survey in February 1996..
 BB0296
 BB0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0296
 BB0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0296
 BB0296.The geoid height was determined by GEOID03.
 BB0296
 BB0296;                    North         East     Units Scale Factor Converg.
 BB0296;SPC TXSC     - 4,201,434.663    78,772.810   MT  0.99986979   -2 38 09.0
 BB0296;SPC TXSC     -13,784,206.89    258,440.46   sFT  0.99986979   -2 38 09.0
 BB0296;UTM  13      - 3,268,274.741   560,051.076   MT  0.99964449   +0 18 20.2
 BB0296
 BB0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0296!SPC TXSC     -   0.99988107  x   0.99986979  =   0.99975087
 BB0296!UTM  13      -   0.99988107  x   0.99964449  =   0.99952560
 BB0296
 BB0296                          SUPERSEDED SURVEY CONTROL
 BB0296
 BB0296  NAD 83(1986)-  29 32 33.71208(N)    104 22 48.71503(W) AD(       ) 2
 BB0296  NAD 27      -  29 32 33.05146(N)    104 22 46.98753(W) AD(       ) 2
 BB0296  NGVD 29 (07/19/86)  780.     (m)         2559.     (f) VERT ANG       
 BB0296
 BB0296.Superseded values are not recommended for survey control.
 BB0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0296.See file dsdata.txt to determine how the superseded data were derived.
 BB0296
 BB0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6005168275(NAD 83)
 BB0296_MARKER: P = PIPE CAP
 BB0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0296_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BB0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0296+STABILITY: SURFACE MOTION
 BB0296
 BB0296  HISTORY     - Date     Condition        Report By
 BB0296  HISTORY     - 1973     MONUMENTED       NGS
 BB0296
 BB0296                          STATION DESCRIPTION
 BB0296
 BB0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0296'THE STATION IS LOCATED 1.4 MILES SOUTH-SOUTHWEST OF PRESIDIO, 0.1
 BB0296'MILE WEST OF THE SANTA FE RAILROAD BRIDGE, AND ON THE NORTH SIDE OF
 BB0296'THE RIO GRANDE RIVER.
 BB0296'
 BB0296'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0296'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN RIGHT
 BB0296'AND GO WEST ON U.S. 67 FOR 0.25 MILE TO THE OIL PLYER CAFE ON THE
 BB0296'LEFT, TURN LEFT AND GO SOUTH FOR ONE BLOCK THEN JOG RIGHT FOR ONE
 BB0296'BLOCK AND CONTINUE SOUTH ON MAIN TRACK ROAD FOR 0.6 MILE TO THE
 BB0296'RAILROAD CROSSING, CROSS OVER TRACK AND CONTINUE SOUTH ALONG
 BB0296'THE EAST SIDE OF THE RAILROAD TRACK FOR 0.15 MILE TO A THREE-WAY
 BB0296'FORK, TAKE CENTER FORK, STRAIGHT AHEAD, AND GO SOUTH FOR 0.3
 BB0296'MILE TO A DIKE SIDE ROAD LEFT, CONTINUE SOUTH DOWN OFF DIKE FOR
 BB0296'0.05 MILE ALONG THE EAST SIDE OF THE RAILROAD BRIDGE TO A SIDE ROAD
 BB0296'RIGHT, TURN RIGHT AND GO WEST UNDER THE RAILROAD BRIDGE TO A GATE,
 BB0296'PASS THROUGH THE GATE AND THEN GO SOUTH FOLLOWING THE MAIN TRACK ROAD
 BB0296'FOR 0.1 MILE TO THE END OF TRUCK TRAVEL, PACK SOUTHWEST IN BRUSH
 BB0296'FOR 150 FEET TO STATION REACH 2 PI NO 3 BK 400LT, THEN PACK
 BB0296'SOUTHWEST FOR 400 FEET TO STATION.
 BB0296'
 BB0296'THE STATION IS MARKED WITH A CENTER PUNCH HOLE IN THE TOP OF A CAP
 BB0296'SCREWED ON THE TOP OF A 2-INCH DIAMETER IRON PIPE THAT PROJECTS 20
 BB0296'INCHES.  THE PIPE IS SET IN A 12-INCH SQUARE CONCRETE MONUMENT WITH
 BB0296'THE LETTERS PI NO 3 SCRATCHED ON THE TOP OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0035 ***********************************************************************
 BB0035  DESIGNATION -  REACH 2 PI 3 BK 400LT
 BB0035  PID         -  BB0035
 BB0035  STATE/COUNTY-  TX/PRESIDIO
 BB0035  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0035
 BB0035                         *CURRENT SURVEY CONTROL
 BB0035  ___________________________________________________________________
 BB0035* NAD 83(1993)-  29 32 36.46491(N)    104 22 45.45374(W)     ADJUSTED  
 BB0035* NAVD 88     -       781.257  (meters)    2563.17   (feet)  ADJUSTED  
 BB0035  ___________________________________________________________________
 BB0035  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 BB0035  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BB0035  DYNAMIC HT  -         779.989 (meters)    2559.01  (feet)  COMP
 BB0035  MODELED GRAV-     978,995.9   (mgal)                       NAVD 88
 BB0035
 BB0035  HORZ ORDER  -  SECOND
 BB0035  VERT ORDER  -  SECOND    CLASS 0
 BB0035
 BB0035.The horizontal coordinates were established by classical geodetic methods
 BB0035.and adjusted by the National Geodetic Survey in February 1996..
 BB0035
 BB0035.The orthometric height was determined by differential leveling
 BB0035.and adjusted by the National Geodetic Survey in June 1991..
 BB0035
 BB0035.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0035
 BB0035.The geoid height was determined by GEOID03.
 BB0035
 BB0035.The dynamic height is computed by dividing the NAVD 88
 BB0035.geopotential number by the normal gravity value computed on the
 BB0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0035.degrees latitude (g = 980.6199 gals.).
 BB0035
 BB0035.The modeled gravity was interpolated from observed gravity values.
 BB0035
 BB0035;                    North         East     Units Scale Factor Converg.
 BB0035;SPC TXSC     - 4,201,515.015    78,864.506   MT  0.99986984   -2 38 07.4
 BB0035;SPC TXSC     -13,784,470.51    258,741.30   sFT  0.99986984   -2 38 07.4
 BB0035;UTM  13      - 3,268,359.673   560,138.508   MT  0.99964462   +0 18 21.9
 BB0035
 BB0035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0035!SPC TXSC     -   0.99988093  x   0.99986984  =   0.99975079
 BB0035!UTM  13      -   0.99988093  x   0.99964462  =   0.99952559
 BB0035
 BB0035:                Primary Azimuth Mark                     Grid Az
 BB0035:SPC TXSC     -  PRESIDIO MUN STANDPIPE                   036 44 00.3
 BB0035:UTM  13      -  PRESIDIO MUN STANDPIPE                   033 47 31.0
 BB0035
 BB0035|---------------------------------------------------------------------|
 BB0035| PID    Reference Object                     Distance      Geod. Az  |
 BB0035|                                                           dddmmss.s |
 BB0035| BB0281 PRESIDIO MUN STANDPIPE              APPROX. 3.2 KM 0340552.9 |
 BB0035| BB0039 REACH 2 PI 3 BK 400LT RM 1           92.776 METERS 04608     |
 BB0035| BB0296 REACH 2 PI 3                        121.936 METERS 22608     |
 BB0035| BB0038 REACH 2 PI 3 BK 400LT RM 2           43.022 METERS 34743     |
 BB0035|---------------------------------------------------------------------|
 BB0035
 BB0035                          SUPERSEDED SURVEY CONTROL
 BB0035
 BB0035  NAD 83(1986)-  29 32 36.45626(N)    104 22 45.44969(W) AD(       ) 2
 BB0035  NAD 27      -  29 32 35.79569(N)    104 22 43.72223(W) AD(       ) 2
 BB0035  NGVD 29 (??/??/92)  780.863  (m)         2561.88   (f) ADJ UNCH    2 0
 BB0035
 BB0035.Superseded values are not recommended for survey control.
 BB0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0035.See file dsdata.txt to determine how the superseded data were derived.
 BB0035
 BB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6013968360(NAD 83)
 BB0035_MARKER: DS = TRIANGULATION STATION DISK
 BB0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0035_SP_SET: MONUMENT
 BB0035_STAMPING: REACH 2 PI NO3 BK 400LT 1974
 BB0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0035
 BB0035  HISTORY     - Date     Condition        Report By
 BB0035  HISTORY     - 1974     MONUMENTED       NGS
 BB0035  HISTORY     - 1974     GOOD             NGS
 BB0035
 BB0035                          STATION DESCRIPTION
 BB0035
 BB0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0035'THE STATION IS LOCATED ABOUT 1.4 MILES SOUTH-SOUTHWEST OF PRESIDIO,
 BB0035'0.1 MILE WEST OF THE SANTA FE RAILROAD BRIDGE, AND ON THE NORTH SIDE
 BB0035'OF THE RIO GRANDE RIVER.
 BB0035'
 BB0035'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0035'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN RIGHT
 BB0035'AND GO WEST ON U.S. 67 FOR 0.25 MILE TO THE OIL FLYER CAFE ON THE
 BB0035'LEFT, TURN LEFT AND GO SOUTH FOR ONE BLOCK THEN JOG RIGHT FOR ONE
 BB0035'BLOCK AND CONTINUE SOUTH ON MAIN TRACK ROAD FOR 0.6 MILE TO A
 BB0035'RAILROAD CROSSING, CROSS TRACK AND CONTINUE SOUTH ALONG THE EAST SIDE
 BB0035'OF THE RAILROAD TRACK FOR 0.15 MILE TO A THREE-WAY FORK, TAKE THE
 BB0035'CENTER FORK STRAIGHT AHEAD AND GO SOUTH FOR 0.3 MILE TO A DIKE ROAD
 BB0035'ON THE LEFT, CONTINUE SOUTH DOWN OFF THE DIKE FOR 0.05 MILE TO A
 BB0035'SIDE ROAD RIGHT UNDER THE BRIDGE, TURN RIGHT AND GO WEST UNDER THE
 BB0035'RAILROAD BRIDGE TO A GATE, PASS THROUGH GATE AND THEN GO SOUTH
 BB0035'FOLLOWING THE MAIN TRACK ROAD FOR 0.1 MILE TO THE END OF TRUCK
 BB0035'TRAVEL, THEN PACK SOUTHWEST 150 FEET TO STATION.
 BB0035'
 BB0035'THE STATION MARK IS A STANDARD NGS TRIANGULATION MARK DISK THAT IS
 BB0035'STAMPED REACH 2 PI NO3 BK 400LT 1974.  THE MARK IS SET IN THE TOP OF
 BB0035'A 12-INCH DIAMETER CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BB0035'GROUND.  NO UNDERGROUND MARK WAS SET.
 BB0035'
 BB0035'REFERENCE MARK 1 IS A STANDARD NGS REFERENCE MARK DISK THAT IS
 BB0035'STAMPED REACH 2 PI NO3 BK 400LT NO 1 1974.  IT IS 115 FEET NORTH OF
 BB0035'THE CENTER OF THE TRACK ROAD, 0.1 MILE WEST OF THE RAILROAD BRIDGE,
 BB0035'AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT
 BB0035'PROJECTS 8 INCHES.
 BB0035'
 BB0035'REFERENCE MARK 2 IS A STANDARD NGS REFERENCE MARK DISK THAT IS
 BB0035'STAMPED REACH 2 PI NO3 BK 400LT NO 2 1974.  IT IS 20 FEET SOUTH OF
 BB0035'THE CENTER OF THE TRACK ROAD, AND SET IN THE TOP OF A 12-INCH
 BB0035'DIAMETER CONCRETE MONUMENT THAT PROJECTS 8 INCHES.
 BB0035'
 BB0035'THE ABOVE EDM TRAVERSE DISTANCES ARE REDUCED TO SEA LEVEL.
 BB0035'
 BB0035'NEAREST TOWN--PRESIDIO.
 BB0035'
 BB0035'HEIGHT OF LIGHT ABOVE STATION MARK 6.5 METERS.
 BB0035
 BB0035                          STATION RECOVERY (1974)
 BB0035
 BB0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BB0035'1.4 MI SSW FROM PRESIDIO.
 BB0035'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S.
 BB0035'HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN RIGHT AND GO
 BB0035'WESTERLY ALONG U.S. 67 FOR 0.25 MILE TO THE OIL FLYER CAFE ON THE
 BB0035'LEFT, TURN LEFT AND GO SOUTH FOR ONE BLOCK THEN JOG RIGHT FOR ONE
 BB0035'BLOCK AND CONTINUE SOUTH ON MAIN TRACK ROAD FOR 0.6 MILE TO THE
 BB0035'RAILROAD TRACK, CROSS TRACK AND CONTINUE SOUTH ALONG THE EAST SIDE OF
 BB0035'RAILROAD TRACK FOR 0.15 MILE TO A THREE-WAY FORK, TAKE CENTER FORK AND
 BB0035'CONTINUE STRAIGHT AHEAD SOUTH FOR 0.3 MILE TO A DIKE ROAD ON THE LEFT,
 BB0035'CONTINUE SOUTH DOWN OFF THE DIKE ALONG THE EAST SIDE OF THE RAILROAD
 BB0035'BRIDGE FOR 0.05 MILE, TURN RIGHT AND GO WEST UNDER RAILROAD BRIDGE TO
 BB0035'A WIRE GATE, PASS THROUGH GATE AND TURN SOUTH AND FOLLOW MAIN TRACK
 BB0035'ROAD FOR 0.10 MILE TO STATION 150 FEET SOUTH OF TRACK ROAD. IT IS SET
 BB0035'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS FLUSH
 BB0035'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0038 ***********************************************************************
 BB0038  DESIGNATION -  REACH 2 PI 3 BK 400LT RM 2
 BB0038  PID         -  BB0038
 BB0038  STATE/COUNTY-  TX/PRESIDIO
 BB0038  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0038
 BB0038                         *CURRENT SURVEY CONTROL
 BB0038  ___________________________________________________________________
 BB0038* NAD 83(1993)-  29 32 37.83018(N)    104 22 45.79369(W)     ADJUSTED  
 BB0038* NAVD 88     -       780.881  (meters)    2561.94   (feet)  ADJUSTED  
 BB0038  ___________________________________________________________________
 BB0038  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 BB0038  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BB0038  DYNAMIC HT  -         779.614 (meters)    2557.78  (feet)  COMP
 BB0038  MODELED GRAV-     978,995.9   (mgal)                       NAVD 88
 BB0038
 BB0038  HORZ ORDER  -  SECOND
 BB0038  VERT ORDER  -  SECOND    CLASS 0
 BB0038
 BB0038.The horizontal coordinates were established by classical geodetic methods
 BB0038.and adjusted by the National Geodetic Survey in February 1996..
 BB0038
 BB0038.The orthometric height was determined by differential leveling
 BB0038.and adjusted by the National Geodetic Survey in June 1991..
 BB0038
 BB0038.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0038
 BB0038.The geoid height was determined by GEOID03.
 BB0038
 BB0038.The dynamic height is computed by dividing the NAVD 88
 BB0038.geopotential number by the normal gravity value computed on the
 BB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0038.degrees latitude (g = 980.6199 gals.).
 BB0038
 BB0038.The modeled gravity was interpolated from observed gravity values.
 BB0038
 BB0038;                    North         East     Units Scale Factor Converg.
 BB0038;SPC TXSC     - 4,201,557.423    78,857.297   MT  0.99986987   -2 38 07.5
 BB0038;SPC TXSC     -13,784,609.65    258,717.65   sFT  0.99986987   -2 38 07.5
 BB0038;UTM  13      - 3,268,401.646   560,129.134   MT  0.99964461   +0 18 21.7
 BB0038
 BB0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0038!SPC TXSC     -   0.99988099  x   0.99986987  =   0.99975088
 BB0038!UTM  13      -   0.99988099  x   0.99964461  =   0.99952564
 BB0038
 BB0038|---------------------------------------------------------------------|
 BB0038| PID    Reference Object                     Distance      Geod. Az  |
 BB0038|                                                           dddmmss.s |
 BB0038| BB0039 REACH 2 PI 3 BK 400LT RM 1           79.233 METERS 07341     |
 BB0038| BB0035 REACH 2 PI 3 BK 400LT                43.022 METERS 16743     |
 BB0038|---------------------------------------------------------------------|
 BB0038
 BB0038                          SUPERSEDED SURVEY CONTROL
 BB0038
 BB0038  NAD 83(1986)-  29 32 37.82156(N)    104 22 45.78963(W) AD(       ) 2
 BB0038  NAD 27      -  29 32 37.16101(N)    104 22 44.06215(W) AD(       ) 2
 BB0038  NGVD 29 (??/??/92)  780.49   (m)         2560.7    (f) COMPUTED    2 0
 BB0038
 BB0038.Superseded values are not recommended for survey control.
 BB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0038.See file dsdata.txt to determine how the superseded data were derived.
 BB0038
 BB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6012968402(NAD 83)
 BB0038_MARKER: DR = REFERENCE MARK DISK
 BB0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0038_STAMPING: REACH 2 PI NO3 BK 400LT NO 2 1974
 BB0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0038
 BB0038  HISTORY     - Date     Condition        Report By
 BB0038  HISTORY     - 1974     MONUMENTED       NGS
 BB0038  HISTORY     - 1974     GOOD             NGS
 BB0038
 BB0038                          STATION DESCRIPTION
 BB0038
 BB0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BB0038'1.4 MI SSW FROM PRESIDIO.
 BB0038'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0038'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN RIGHT AND GO WEST ON
 BB0038'U.S. 67 FOR 0.25 MILE TO THE OIL FLYER CAFE ON THE LEFT, TURN LEFT AND
 BB0038'GO SOUTH FOR ONE BLOCK THEN JOG RIGHT FOR ONE BLOCK AND CONTINUE SOUTH
 BB0038'ON MAIN TRACK ROAD FOR 0.6 MILE TO THE RAILROAD TRACK, CROSS TRACK AND
 BB0038'CONTINUE SOUTH ALONG THE EAST SIDE OF RAILROAD TRACK FOR 0.15 MILE TO
 BB0038'A THREE-WAY FORK, TAKE CENTER FORK STRAIGHT AHEAD AND CONTINUE SOUTH
 BB0038'FOR 0.3 MILE TO A DIKE ROAD ON THE LEFT, CONTINUE SOUTH DOWN OFF THE
 BB0038'DIKE ALONG THE EAST SIDE OF THE RAILROAD BRIDGE FOR 0.05 MILE, TURN
 BB0038'RIGHT AND GO WEST UNDER RAILROAD BRIDGE TO A WIRE GATE, PASS THROUGH
 BB0038'GATE AND TURN SOUTH AND FOLLOW MAIN TRACK ROAD FOR 0.10 MILE TO THE
 BB0038'MARK ON THE LEFT, 141.1 FEET NORTH-NORTHWEST OF STATION REACH 2 PI NO3
 BB0038'BK 400LT, 20 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, AND SET IN
 BB0038'THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 8
 BB0038'INCHES ABOVE THE GROUND.  NOTE-- STATION ORIGINALLY DESIGNATED REACH 2
 BB0038'PI NO 3 BK 400LT RM 2.
 BB0038
 BB0038                          STATION RECOVERY (1974)
 BB0038
 BB0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0038'THE STATION IS LOCATED 1.4 MILES SOUTH-SOUTHWEST OF PRESIDIO, 0.1
 BB0038'MILE WEST OF THE SANTA FE RAILROAD BRIDGE, AND ON THE NORTH SIDE OF
 BB0038'THE RIO GRANDE RIVER.
 BB0038'
 BB0038'TO REACH THE STATION FROM THE POST OFFICE IN
 BB0038'PRESIDIO GO SOUTH ON U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE
 BB0038'TO A T-ROAD, TURN RIGHT AND GO WEST ON U.S. 67 FOR 0.25 MILE TO THE
 BB0038'OIL FLYER CAFE ON THE LEFT, TURN LEFT AND GO SOUTH FOR ONE BLOCK
 BB0038'THEN JOG RIGHT FOR ONE BLOCK AND CONTINUE SOUTH ON MAIN TRACK ROAD
 BB0038'FOR 0.6 MILE TO THE RAILROAD CROSSING, CROSS OVER TRACK AND
 BB0038'CONTINUE SOUTH ALONG THE EAST SIDE OF THE RAILROAD TRACK FOR 0.15
 BB0038'MILE TO A THREE-WAY FORK, TAKE THE CENTER FORK STRAIGHT AHEAD AND GO
 BB0038'SOUTH FOR 0.3 MILE TO A DIKE ROAD ON THE LEFT, CONTINUE SOUTH DOWN
 BB0038'OFF THE DIKE FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BB0038'GO UNDER THE RAILROAD BRIDGE WEST TO A GATE, PASS THROUGH GATE
 BB0038'AND THEN GO SOUTH FOLLOWING THE MAIN TRACK ROAD FOR 0.1 MILE TO
 BB0038'THE END OF TRUCK TRAVEL, PACK SOUTH INTO BRUSH 20 FEET TO STATION.
 BB0038'
 BB0038'THE STATION MARK IS A STANDARD DISK STAMPED REACH 2 PI NO3 BK 400LT
 BB0038'NO 2 1974, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 BB0038'MONUMENT THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0039 ***********************************************************************
 BB0039  DESIGNATION -  REACH 2 PI 3 BK 400LT RM 1
 BB0039  PID         -  BB0039
 BB0039  STATE/COUNTY-  TX/PRESIDIO
 BB0039  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0039
 BB0039                         *CURRENT SURVEY CONTROL
 BB0039  ___________________________________________________________________
 BB0039* NAD 83(1993)-  29 32 38.55280(N)    104 22 42.96922(W)     ADJUSTED  
 BB0039* NAVD 88     -       780.194  (meters)    2559.69   (feet)  ADJUSTED  
 BB0039  ___________________________________________________________________
 BB0039  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 BB0039  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BB0039  DYNAMIC HT  -         778.928 (meters)    2555.53  (feet)  COMP
 BB0039  MODELED GRAV-     978,996.0   (mgal)                       NAVD 88
 BB0039
 BB0039  HORZ ORDER  -  SECOND
 BB0039  VERT ORDER  -  SECOND    CLASS 0
 BB0039
 BB0039.The horizontal coordinates were established by classical geodetic methods
 BB0039.and adjusted by the National Geodetic Survey in February 1996..
 BB0039
 BB0039.The orthometric height was determined by differential leveling
 BB0039.and adjusted by the National Geodetic Survey in June 1991..
 BB0039
 BB0039.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0039
 BB0039.The geoid height was determined by GEOID03.
 BB0039
 BB0039.The dynamic height is computed by dividing the NAVD 88
 BB0039.geopotential number by the normal gravity value computed on the
 BB0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0039.degrees latitude (g = 980.6199 gals.).
 BB0039
 BB0039.The modeled gravity was interpolated from observed gravity values.
 BB0039
 BB0039;                    North         East     Units Scale Factor Converg.
 BB0039;SPC TXSC     - 4,201,576.150    78,934.274   MT  0.99986988   -2 38 06.2
 BB0039;SPC TXSC     -13,784,671.09    258,970.20   sFT  0.99986988   -2 38 06.2
 BB0039;UTM  13      - 3,268,424.293   560,205.031   MT  0.99964472   +0 18 23.1
 BB0039
 BB0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0039!SPC TXSC     -   0.99988110  x   0.99986988  =   0.99975099
 BB0039!UTM  13      -   0.99988110  x   0.99964472  =   0.99952586
 BB0039
 BB0039|---------------------------------------------------------------------|
 BB0039| PID    Reference Object                     Distance      Geod. Az  |
 BB0039|                                                           dddmmss.s |
 BB0039| BB0035 REACH 2 PI 3 BK 400LT                92.776 METERS 22608     |
 BB0039| BB0038 REACH 2 PI 3 BK 400LT RM 2           79.233 METERS 25341     |
 BB0039|---------------------------------------------------------------------|
 BB0039
 BB0039                          SUPERSEDED SURVEY CONTROL
 BB0039
 BB0039  NAD 83(1986)-  29 32 38.54415(N)    104 22 42.96517(W) AD(       ) 2
 BB0039  NAD 27      -  29 32 37.88362(N)    104 22 41.23774(W) AD(       ) 2
 BB0039  NGVD 29 (??/??/92)  779.80   (m)         2558.4    (f) COMPUTED    2 0
 BB0039
 BB0039.Superseded values are not recommended for survey control.
 BB0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0039.See file dsdata.txt to determine how the superseded data were derived.
 BB0039
 BB0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6020568424(NAD 83)
 BB0039_MARKER: DR = REFERENCE MARK DISK
 BB0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0039_STAMPING: REACH 2 PI NO3 BK 400LT NO 1 1974
 BB0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0039
 BB0039  HISTORY     - Date     Condition        Report By
 BB0039  HISTORY     - 1974     MONUMENTED       NGS
 BB0039  HISTORY     - 1974     GOOD             NGS
 BB0039
 BB0039                          STATION DESCRIPTION
 BB0039
 BB0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BB0039'1.4 MI SSW FROM PRESIDIO.
 BB0039'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0039'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN RIGHT AND GO WESTERLY
 BB0039'ON U.S. 67 FOR 0.25 MILE TO THE OIL FLYER CAFE ON THE LEFT, TURN LEFT
 BB0039'AND GO SOUTH FOR ONE BLOCK THEN JOG RIGHT FOR ONE BLOCK AND CONTINUE
 BB0039'SOUTH ON MAIN TRACK ROAD FOR 0.6 MILE TO THE RAILROAD TRACK, CROSS
 BB0039'TRACK AND CONTINUE SOUTH ALONG THE EAST SIDE OF RAILROAD TRACK FOR
 BB0039'0.15 MILE TO A THREE-WAY FORK, TAKE CENTER FORK STRAIGHT AHEAD AND
 BB0039'CONTINUE SOUTH FOR 0.3 MILE TO A DIKE ROAD ON THE LEFT, CONTINUE SOUTH
 BB0039'DOWN OFF THE DIKE ALONG THE EAST SIDE OF THE RAILROAD BRIDGE FOR 0.05
 BB0039'MILE, TURN RIGHT AND GO WEST UNDER RAILROAD BRIDGE TO A WIRE GATE,
 BB0039'PASS THROUGH GATE AND TURN SOUTH AND FOLLOW MAIN TRACK ROAD FOR 0.10
 BB0039'MILE TO THE MARK ON THE RIGHT, 110 FEET NORTH OF THE CENTER OF THE
 BB0039'TRACK ROAD, 304.4 FEET NORTHEAST OF STATION REACH 2 PI NO3 BK 400LT,
 BB0039'AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT
 BB0039'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 BB0039
 BB0039                          STATION RECOVERY (1974)
 BB0039
 BB0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0039'THE STATION IS LOCATED 1.4 MILES SOUTH-SOUTHWEST OF PRESIDIO, 0.1
 BB0039'MILE WEST OF THE SANTA FE RAILROAD BRIDGE, AND ON THE NORTH SIDE OF
 BB0039'THE RIO GRANDE RIVER.
 BB0039'
 BB0039'TO REACH THE STATION FROM THE POST OFFICE
 BB0039'IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67 (FARM ROAD 170) FOR
 BB0039'0.5 MILE TO A T-ROAD, TURN RIGHT AND GO WEST ON U.S. 67 FOR 0.25 MILE
 BB0039'TO THE OIL FLYER CAFE ON THE LEFT, TURN LEFT AND GO SOUTH FOR ONE
 BB0039'BLOCK THEN JOG RIGHT FOR ONE BLOCK AND CONTINUE SOUTH ON MAIN TRACK
 BB0039'ROAD FOR 0.6 MILE TO THE RAILROAD CROSSING, CROSS TRACK AND
 BB0039'CONTINUE SOUTH ALONG THE EAST SIDE OF THE RAILROAD TRACK FOR 0.15
 BB0039'MILE TO A THREE-WAY FORK, TAKE THE CENTER FORK STRAIGHT AHEAD
 BB0039'AND GO SOUTH FOR 0.3 MILE TO A DIKE ROAD ON THE LEFT, CONTINUE
 BB0039'SOUTH DOWN OFF THE DIKE FOR 0.05 MILE TO A SIDE ROAD RIGHT UNDER THE
 BB0039'BRIDGE, TURN RIGHT AND GO WEST UNDER THE RAILROAD BRIDGE TO A
 BB0039'GATE, PASS THROUGH GATE AND THEN GO SOUTH FOLLOWING THE MAIN
 BB0039'TRACK ROAD FOR 0.1 MILE TO THE END OF TRUCK TRAVEL, PACK NORTHEAST
 BB0039'INTO THE BRUSH 115 FEET TO THE STATION.
 BB0039'
 BB0039'THE STATION MARK IS A
 BB0039'STANDARD DISK STAMPED REACH 2 PI NO3 BK 400LT NO 1 1974, SET IN THE
 BB0039'TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS 8
 BB0039'INCHES.  IT IS APPROXIMATELY 115 FEET NORTH OF THE CENTER OF THE
 BB0039'TRACK ROAD AND 0.1 MILE WEST OF THE RAILROAD BRIDGE OVER THE RIO
 BB0039'GRANDE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0287 ***********************************************************************
 BB0287  DESIGNATION -  REACH 3 22+00 CL
 BB0287  PID         -  BB0287
 BB0287  STATE/COUNTY-  TX/PRESIDIO
 BB0287  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0287
 BB0287                         *CURRENT SURVEY CONTROL
 BB0287  ___________________________________________________________________
 BB0287* NAD 83(1993)-  29 32 17.40045(N)    104 21 54.23051(W)     ADJUSTED  
 BB0287* NAVD 88     -       779.6    (meters)    2558.     (feet)  VERTCON   
 BB0287  ___________________________________________________________________
 BB0287  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 BB0287  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BB0287
 BB0287  HORZ ORDER  -  SECOND
 BB0287
 BB0287.The horizontal coordinates were established by classical geodetic methods
 BB0287.and adjusted by the National Geodetic Survey in February 1996..
 BB0287
 BB0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0287
 BB0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0287
 BB0287.The geoid height was determined by GEOID03.
 BB0287
 BB0287;                    North         East     Units Scale Factor Converg.
 BB0287;SPC TXSC     - 4,200,865.391    80,215.069   MT  0.99986951   -2 37 42.3
 BB0287;SPC TXSC     -13,782,339.20    263,172.27   sFT  0.99986951   -2 37 42.3
 BB0287;UTM  13      - 3,267,780.340   561,520.317   MT  0.99964670   +0 18 46.9
 BB0287
 BB0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0287!SPC TXSC     -   0.99988119  x   0.99986951  =   0.99975071
 BB0287!UTM  13      -   0.99988119  x   0.99964670  =   0.99952793
 BB0287
 BB0287                          SUPERSEDED SURVEY CONTROL
 BB0287
 BB0287  NAD 83(1986)-  29 32 17.39177(N)    104 21 54.22629(W) AD(       ) 2
 BB0287  NAD 27      -  29 32 16.73008(N)    104 21 52.50057(W) AD(       ) 2
 BB0287  NGVD 29 (07/19/86)  779.2    (m)         2556.     (f) VERT ANG       
 BB0287
 BB0287.Superseded values are not recommended for survey control.
 BB0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0287.See file dsdata.txt to determine how the superseded data were derived.
 BB0287
 BB0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6152067780(NAD 83)
 BB0287_MARKER: B = BOLT
 BB0287_SETTING: 0 = UNSPECIFIED SETTING
 BB0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0287
 BB0287  HISTORY     - Date     Condition        Report By
 BB0287  HISTORY     - 1974     MONUMENTED       NGS
 BB0287  HISTORY     - 20040211 MARK NOT FOUND   NGS
 BB0287
 BB0287                          STATION DESCRIPTION
 BB0287
 BB0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0287'THE STATION IS LOCATED ABOUT 1.6 MILES SOUTH-SOUTHEAST OF PRESIDIO
 BB0287'AND ON THE NORTH SIDE OF THE RIO GRANDE RIVER.
 BB0287'
 BB0287'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0287'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT
 BB0287'AND GO EAST ALONG FARM ROAD 170 FOR 1.15 MILES TO A DIRT SIDE ROAD
 BB0287'ON THE RIGHT JUST AFTER CROSSING THE RAILROAD TRACKS, TURN RIGHT AND
 BB0287'GO WEST ON DIRT ROAD FOR 0.1 MILE TO A T-ROAD, TURN LEFT AND GO
 BB0287'SOUTH ALONG DIRT FIELD ROAD FOR 0.85 MILE TO A DIRT SIDE ROAD ON
 BB0287'THE RIGHT JUST NORTH OF A CANAL DITCH, TURN RIGHT AND GO WEST ALONG
 BB0287'CANAL ROAD AND CROSSING OVER IT FOR 0.4 MILE TO A DIKE, TURN LEFT
 BB0287'AND GO SOUTHEAST FOR 0.45 MILE ON TOP OF THE DIKE TO STATION
 BB0287'REACH 3 30+53 400LT THE RIGHT, THEN PACK WEST-NORTHWEST 942 FEET
 BB0287'TO STATION JUST NORTH OF THE RIO GRANDE RIVER.
 BB0287'
 BB0287'THE STATION IS MARKED WITH A CENTER PUNCH IN THE TOP OF A HEXHEADED
 BB0287'BOLT THAT IS CEMENTED IN THETOP OF A 2-INCH DIAMETER IRON PIPE THAT
 BB0287'PROJECTS 2 FEET.  THE PIPE IS SET IN A 10-INCH SQUARE CONCRETE
 BB0287'MONUMENT WITH THE LETTERS C 22+00 SCRATCHED IN THE TOP OF THE
 BB0287'MONUMENT IS 292 FEET SOUTHWEST OF THE CENTER OF THE DIKE ROAD AND
 BB0287'ABOUT 100 FEET NORTH OF THE RIVER.
 BB0287
 BB0287                          STATION RECOVERY (2004)
 BB0287
 BB0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0287'LOCATION OF THIS 2-INCH IRON PIPE IS IN THE CENTER OF THE RIVER.  THE
 BB0287' 
 BB0287'INTERNATIONAL BOUNDARY AND WATER COMMISSION HAS RELOCATED THE RIO
 BB0287'GRANDE RIVER IN THE PRESIDIO VALLEY WHICH HAS DESTROYED THE MARK.
 BB0287' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0047 ***********************************************************************
 BB0047  DESIGNATION -  REACH 3 30+53 400LT
 BB0047  PID         -  BB0047
 BB0047  STATE/COUNTY-  TX/PRESIDIO
 BB0047  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0047
 BB0047                         *CURRENT SURVEY CONTROL
 BB0047  ___________________________________________________________________
 BB0047* NAD 83(1993)-  29 32 14.31504(N)    104 21 44.16469(W)     ADJUSTED  
 BB0047* NAVD 88     -       782.243  (meters)    2566.41   (feet)  ADJUSTED  
 BB0047  ___________________________________________________________________
 BB0047  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 BB0047  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BB0047  DYNAMIC HT  -         780.976 (meters)    2562.25  (feet)  COMP
 BB0047  MODELED GRAV-     978,998.1   (mgal)                       NAVD 88
 BB0047
 BB0047  HORZ ORDER  -  SECOND
 BB0047  VERT ORDER  -  SECOND    CLASS 0
 BB0047
 BB0047.The horizontal coordinates were established by classical geodetic methods
 BB0047.and adjusted by the National Geodetic Survey in February 1996..
 BB0047
 BB0047.The orthometric height was determined by differential leveling
 BB0047.and adjusted by the National Geodetic Survey in June 1991..
 BB0047
 BB0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0047
 BB0047.The geoid height was determined by GEOID03.
 BB0047
 BB0047.The dynamic height is computed by dividing the NAVD 88
 BB0047.geopotential number by the normal gravity value computed on the
 BB0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0047.degrees latitude (g = 980.6199 gals.).
 BB0047
 BB0047.The modeled gravity was interpolated from observed gravity values.
 BB0047
 BB0047;                    North         East     Units Scale Factor Converg.
 BB0047;SPC TXSC     - 4,200,758.079    80,481.417   MT  0.99986946   -2 37 37.4
 BB0047;SPC TXSC     -13,781,987.13    264,046.12   sFT  0.99986946   -2 37 37.4
 BB0047;UTM  13      - 3,267,686.858   561,791.761   MT  0.99964711   +0 18 51.9
 BB0047
 BB0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0047!SPC TXSC     -   0.99988077  x   0.99986946  =   0.99975025
 BB0047!UTM  13      -   0.99988077  x   0.99964711  =   0.99952792
 BB0047
 BB0047:                Primary Azimuth Mark                     Grid Az
 BB0047:SPC TXSC     -  PRESIDIO MUN STANDPIPE                   005 24 17.8
 BB0047:UTM  13      -  PRESIDIO MUN STANDPIPE                   002 27 48.5
 BB0047
 BB0047|---------------------------------------------------------------------|
 BB0047| PID    Reference Object                     Distance      Geod. Az  |
 BB0047|                                                           dddmmss.s |
 BB0047| BB0281 PRESIDIO MUN STANDPIPE              APPROX. 3.4 KM 0024640.4 |
 BB0047| BB0280 M 17 CL                             342.130 METERS 15009     |
 BB0047| BB0284 M 17 OFFSET                         405.502 METERS 1655243.8 |
 BB0047| BB0286 M 16                                241.177 METERS 26513     |
 BB0047| BB0287 REACH 3 22+00 CL                    287.191 METERS 28919     |
 BB0047|---------------------------------------------------------------------|
 BB0047
 BB0047                          SUPERSEDED SURVEY CONTROL
 BB0047
 BB0047  NAD 83(1986)-  29 32 14.30641(N)    104 21 44.16063(W) AD(       ) 2
 BB0047  NAD 27      -  29 32 13.64446(N)    104 21 42.43504(W) AD(       ) 2
 BB0047  NGVD 29 (??/??/92)  781.852  (m)         2565.13   (f) ADJ UNCH    2 0
 BB0047
 BB0047.Superseded values are not recommended for survey control.
 BB0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0047.See file dsdata.txt to determine how the superseded data were derived.
 BB0047
 BB0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6179267687(NAD 83)
 BB0047_MARKER: DS = TRIANGULATION STATION DISK
 BB0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0047_SP_SET: MONUMENT
 BB0047_STAMPING: REACH 3 30+53 400LT 1973
 BB0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0047
 BB0047  HISTORY     - Date     Condition        Report By
 BB0047  HISTORY     - 1973     MONUMENTED       NGS
 BB0047  HISTORY     - 1974     GOOD             NGS
 BB0047
 BB0047                          STATION DESCRIPTION
 BB0047
 BB0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0047'THE STATION IS LOCATED ABOUT 1.6 MILES SOUTH-SOUTHEAST OF PRESIDIO,
 BB0047'THE SOUTH SIDE OF A DIKE ROAD, AND ON THE NORTH SIDE OF THE RIO
 BB0047'GRANDE RIVER.
 BB0047'
 BB0047'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0047'U.S. HIGHWAY (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND
 BB0047'GO EAST ALONG FARM ROAD 170 FOR 1.15 MILES TO A DIRT SIDE ROAD ON
 BB0047'THE RIGHT JUST AFTER CROSSING THE RAILROAD TRACKS, TURN RIGHT AND
 BB0047'GO WEST ON DIRT ROAD FOR 0.1 MILE TO A T-ROAD TURN LEFT AND GO SOUTH
 BB0047'ALONG DIRT FIELD ROAD FOR 0.85 MILE TO A SIDE ROAD JUST NORTH OF
 BB0047'A CANAL DITCH, TURN RIGHT AND GO WEST ON CANAL ROAD AND CROSSING
 BB0047'OVER IT FOR 0.4 MILE TO A DIKE, TURN LEFT AND GO SOUTHEAST ALONG
 BB0047'THE TOP OF THE DIKE FOR 0.45 MILE TO STATION ON THE RIGHT.
 BB0047'
 BB0047'THE STATION MARK IS A STANDARD NGS TRIANGULATION DISK, THAT IS
 BB0047'STAMPED REACH 3 30+53 400LT 1973.  IT IS 18 FEET SOUTH OF THE CENTER
 BB0047'OF THE DIKE ROAD, 7 FEET NORTH OF A 2-INCH DIAMETER IRON PIPE
 BB0047'WITNESS POST, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 BB0047'MONUMENT THAT PROJECTS 3 INCHES.
 BB0047'
 BB0047'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0047
 BB0047                          STATION RECOVERY (1974)
 BB0047
 BB0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BB0047'1.6 MI SSE FROM PRESIDIO.
 BB0047'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S.
 BB0047'HIGHWAY (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO
 BB0047'EAST ALONG FARM ROAD 170 FOR 1.15 MILES TO A DIRT SIDE ROAD ON THE
 BB0047'RIGHT JUST AFTER CROSSING OVER THE RAILROAD TRACKS, TURN RIGHT AND GO
 BB0047'WEST ON DIRT ROAD FOR 0.1 MILE TO A T-ROAD, TURN LEFT AND GO SOUTH
 BB0047'ALONG DIRT FIELD ROAD FOR 0.85 MILE TO A SIDE ROAD JUST NORTH OF A
 BB0047'CANAL DITCH, TURN RIGHT AND GO WEST ON CANAL ROAD AND CROSSING OVER IT
 BB0047'FOR 0.4 MILE TO A DIKE, TURN LEFT AND GO SOUTHEAST ALONG THE TOP OF
 BB0047'THE DIKE FOR 0.45 MILE TO STATION ON THE RIGHT.  IT IS 18 FEET SOUTH
 BB0047'OF THE CENTER OF THE DIKE ROAD, 7 FEET NORTH OF A 2-INCH DIAMETER IRON
 BB0047'PIPE WITNESS POST SET IN A 10-INCH SQUARE CONCRETE FOOTING, AND SET IN
 BB0047'THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS 3
 BB0047'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0045 ***********************************************************************
 BB0045  DESIGNATION -  REACH 3 8+00 400LT
 BB0045  PID         -  BB0045
 BB0045  STATE/COUNTY-  TX/PRESIDIO
 BB0045  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0045
 BB0045                         *CURRENT SURVEY CONTROL
 BB0045  ___________________________________________________________________
 BB0045* NAD 83(1993)-  29 32 29.93221(N)    104 22 02.37726(W)     ADJUSTED  
 BB0045* NAVD 88     -       780.157  (meters)    2559.57   (feet)  ADJUSTED  
 BB0045  ___________________________________________________________________
 BB0045  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 BB0045  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BB0045  DYNAMIC HT  -         778.892 (meters)    2555.41  (feet)  COMP
 BB0045  MODELED GRAV-     978,997.4   (mgal)                       NAVD 88
 BB0045
 BB0045  HORZ ORDER  -  SECOND
 BB0045  VERT ORDER  -  SECOND    CLASS 0
 BB0045
 BB0045.The horizontal coordinates were established by classical geodetic methods
 BB0045.and adjusted by the National Geodetic Survey in February 1996..
 BB0045
 BB0045.The orthometric height was determined by differential leveling
 BB0045.and adjusted by the National Geodetic Survey in June 1991..
 BB0045
 BB0045.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0045
 BB0045.The geoid height was determined by GEOID03.
 BB0045
 BB0045.The dynamic height is computed by dividing the NAVD 88
 BB0045.geopotential number by the normal gravity value computed on the
 BB0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0045.degrees latitude (g = 980.6199 gals.).
 BB0045
 BB0045.The modeled gravity was interpolated from observed gravity values.
 BB0045
 BB0045;                    North         East     Units Scale Factor Converg.
 BB0045;SPC TXSC     - 4,201,260.850    80,013.677   MT  0.99986973   -2 37 46.3
 BB0045;SPC TXSC     -13,783,636.64    262,511.54   sFT  0.99986973   -2 37 46.3
 BB0045;UTM  13      - 3,268,164.857   561,298.947   MT  0.99964636   +0 18 43.0
 BB0045
 BB0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0045!SPC TXSC     -   0.99988110  x   0.99986973  =   0.99975085
 BB0045!UTM  13      -   0.99988110  x   0.99964636  =   0.99952750
 BB0045
 BB0045:                Primary Azimuth Mark                     Grid Az
 BB0045:SPC TXSC     -  RP 29 1                                  073 06 18.5
 BB0045:UTM  13      -  RP 29 1                                  070 09 49.2
 BB0045
 BB0045|---------------------------------------------------------------------|
 BB0045| PID    Reference Object                     Distance      Geod. Az  |
 BB0045|                                                           dddmmss.s |
 BB0045| BB0273 RP 29 1                             APPROX. 2.1 KM 0702832.2 |
 BB0045| BB0290 REACH 3 8+00 CL                     121.935 METERS 22426     |
 BB0045| BB0291 M 15                                246.667 METERS 26932     |
 BB0045|---------------------------------------------------------------------|
 BB0045
 BB0045                          SUPERSEDED SURVEY CONTROL
 BB0045
 BB0045  NAD 83(1986)-  29 32 29.92360(N)    104 22 02.37324(W) AD(       ) 2
 BB0045  NAD 27      -  29 32 29.26230(N)    104 22 00.64691(W) AD(       ) 2
 BB0045  NGVD 29 (??/??/92)  779.764  (m)         2558.28   (f) ADJ UNCH    2 0
 BB0045
 BB0045.Superseded values are not recommended for survey control.
 BB0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0045.See file dsdata.txt to determine how the superseded data were derived.
 BB0045
 BB0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6129968165(NAD 83)
 BB0045_MARKER: DR = REFERENCE MARK DISK
 BB0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0045_SP_SET: MONUMENT
 BB0045_STAMPING: REACH 3 8+00 400LT 1973
 BB0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0045
 BB0045  HISTORY     - Date     Condition        Report By
 BB0045  HISTORY     - 1973     MONUMENTED       NGS
 BB0045  HISTORY     - 1974     GOOD             NGS
 BB0045
 BB0045                          STATION DESCRIPTION
 BB0045
 BB0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0045'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTH-SOUTHEAST OF PRESIDIO
 BB0045'AND ON THE NORTH SIDE OF THE RIO GRANDE RIVER.
 BB0045'
 BB0045'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0045'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO THE T-ROAD, TURN
 BB0045'LEFT AND GO EAST ALONG FARM ROAD 170 FOR 1.15 MILES TO THE FIRST
 BB0045'SIDE ROAD RIGHT JUST SOUTH OF THE RAILROAD TRACK, TURN RIGHT AND GO
 BB0045'WEST FOR 0.1 MILE ON A DIRT ROAD TO A T-ROAD, TURN LEFT AND GO
 BB0045'SOUTH ON THE DIRT ROAD FOR 0.85 MILE TO A DIRT ROAD RIGHT JUST
 BB0045'NORTH OF A CANAL, TURN RIGHT AND GO WEST ALONG A DIRT ROAD THEN
 BB0045'CROSSING OVER THE CANAL FOR 0.4 MILE TO THE TOP OF A DIKE AND THE
 BB0045'END OF TRUCK TRAVEL, PACK WEST DOWN OVER THE DIKE FOR 235 FEET TO
 BB0045'THE STATION ACROSS THE FENCE LINE.
 BB0045'
 BB0045'THE STATION MARK IS A STANDARD USG AND GS TRIANGULATION DISK, THAT
 BB0045'IS STAMPED REACH 3 8+00 400LT 1973.  IT IS 235 FEET WEST-SOUTHWEST
 BB0045'OF THE CENTER OF THE DIKE ROAD, 250 FEET NORTH-NORTHEAST OF A
 BB0045'EAST-WEST DIKE, 59 FEET WEST-NORTHWEST OF A NORTH-SOUTH FENCE
 BB0045'LINE, AND SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS 5
 BB0045'INCHES.
 BB0045'
 BB0045'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0045
 BB0045                          STATION RECOVERY (1974)
 BB0045
 BB0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BB0045'1.2 MI SSE FROM PRESIDIO.
 BB0045'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0045'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO EAST ALONG
 BB0045'FARM ROAD 170 FOR 1.15 MILES TO THE FIRST SIDE ROAD RIGHT JUST SOUTH
 BB0045'OF THE RAILROAD TRACKS, TURN RIGHT AND GO WEST FOR 0.1 MILE ON A DIRT
 BB0045'ROAD TO A T-ROAD, TURN LEFT AND GO SOUTH ON THE DIRT ROAD FOR 0.85
 BB0045'MILE TO A DIRT ROAD RIGHT JUST NORTH OF A CANAL, TURN RIGHT AND GO
 BB0045'WEST ALONG THE DIRT ROAD THEN CROSSING OVER THE CANAL FOR 0.4 MILE TO
 BB0045'THE TOP OF THE DIKE AND END OF TRUCK TRAVEL, PACK WEST DOWN OVER THE
 BB0045'DIKE FOR 235 FEET TO THE STATION ACROSS THE FENCE LINE.  IT IS 235
 BB0045'FEET WEST-SOUTHWEST OF THE CENTER OF THE DIKE ROAD, 250 FEET
 BB0045'NORTH-NORTHEAST OF A EAST-WEST DIKE, 59 FEET WEST-NORTHWEST OF A
 BB0045'NORTH-SOUTH FENCE LINE, AND SET IN THE TOP OF A 12-INCH DIAMETER
 BB0045'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0290 ***********************************************************************
 BB0290  DESIGNATION -  REACH 3 8+00 CL
 BB0290  PID         -  BB0290
 BB0290  STATE/COUNTY-  TX/PRESIDIO
 BB0290  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0290
 BB0290                         *CURRENT SURVEY CONTROL
 BB0290  ___________________________________________________________________
 BB0290* NAD 83(1993)-  29 32 27.10456(N)    104 22 05.54801(W)     ADJUSTED  
 BB0290* NAVD 88     -       780.6    (meters)    2561.     (feet)  VERTCON   
 BB0290  ___________________________________________________________________
 BB0290  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 BB0290  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BB0290
 BB0290  HORZ ORDER  -  SECOND
 BB0290
 BB0290.The horizontal coordinates were established by classical geodetic methods
 BB0290.and adjusted by the National Geodetic Survey in February 1996..
 BB0290
 BB0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0290
 BB0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0290
 BB0290.The geoid height was determined by GEOID03.
 BB0290
 BB0290;                    North         East     Units Scale Factor Converg.
 BB0290;SPC TXSC     - 4,201,177.805    79,924.414   MT  0.99986968   -2 37 47.8
 BB0290;SPC TXSC     -13,783,364.18    262,218.68   sFT  0.99986968   -2 37 47.8
 BB0290;UTM  13      - 3,268,077.361   561,214.082   MT  0.99964623   +0 18 41.4
 BB0290
 BB0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0290!SPC TXSC     -   0.99988103  x   0.99986968  =   0.99975073
 BB0290!UTM  13      -   0.99988103  x   0.99964623  =   0.99952730
 BB0290
 BB0290                          SUPERSEDED SURVEY CONTROL
 BB0290
 BB0290  NAD 83(1986)-  29 32 27.09602(N)    104 22 05.54391(W) AD(       ) 2
 BB0290  NAD 27      -  29 32 26.43461(N)    104 22 03.81762(W) AD(       ) 2
 BB0290  NGVD 29 (07/19/86)  780.2    (m)         2560.     (f) VERT ANG       
 BB0290
 BB0290.Superseded values are not recommended for survey control.
 BB0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0290.See file dsdata.txt to determine how the superseded data were derived.
 BB0290
 BB0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6121468077(NAD 83)
 BB0290_MARKER: B = BOLT
 BB0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0290_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BB0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0290+STABILITY: SURFACE MOTION
 BB0290
 BB0290  HISTORY     - Date     Condition        Report By
 BB0290  HISTORY     - 1973     MONUMENTED       NGS
 BB0290  HISTORY     - 20040211 MARK NOT FOUND   NGS
 BB0290
 BB0290                          STATION DESCRIPTION
 BB0290
 BB0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0290'THE STATION IS LOCATED ABOUT 1.3 MILES SOUTH-SOUTHEAST OF PRESIDIO
 BB0290'AND PRESENTLY ON THE NORTH SIDE OF THE RIO GRANDE RIVER.
 BB0290'
 BB0290'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ALONG
 BB0290'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT
 BB0290'AND GO EAST ON FARM ROAD 170 FOR 1.15 MILES TO THE FIRST SIDE ROAD
 BB0290'RIGHT JUST SOUTH OF THE RAILROAD TRACK, TURN RIGHT AND GO WEST ON
 BB0290'DIRT ROAD FOR 0.1 MILE TO A T-ROAD, TURN LEFT AND GO SOUTH ON THE
 BB0290'DIRT ROAD FOR 0.85 MILE TO A DIRT ROAD RIGHT JUST NORTH OF A
 BB0290'CANAL, TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE CANAL
 BB0290'THEN CROSS OVER FOR 0.4 MILE TO THE TOP OF A DIKE AND THE END OF
 BB0290'TRUCK TRAVEL, PACK WEST 235 FEET TO STATION REACH 3 8+00 400LT,
 BB0290'THEN SOUTHWEST FOR 400 FEET TO STATION ON SOUTH SIDE OF A LOW DIKE.
 BB0290'
 BB0290'THE STATION IS MARKED WITH A 2-INCH DIAMETER IRON PIPE THAT IS SET IN
 BB0290'A 10-INCH SQUARE CONCRETE MONUMENT WITH THE LETTERS C 8+00 SCRATCHED
 BB0290'IN THE TOP OF THE MONUMENT.  THE STATION MARK IS A CENTER PUNCH IN
 BB0290'THE TOP OF A 6-INCH GALVANIZED IRON HEXHEADED BOLT THAT IS CEMENTED
 BB0290'IN THE TOP OF THE 2-INCH IRON PIPE.  IT IS 150 FEET SOUTH-SOUTHWEST
 BB0290'OF A LOW EAST-WEST DIKE.
 BB0290
 BB0290                          STATION RECOVERY (2004)
 BB0290
 BB0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0290'LOCATION OF THIS 2-INCH IRON PIPE IS IN THE CENTER OF THE RIVER.  THE
 BB0290' 
 BB0290'INTERNATIONAL BOUNDARY AND WATER COMMISSION HAS RELOCATED THE RIO
 BB0290'GRANDE RIVER IN THE PRESIDIO VALLEY WHICH HAS DESTROYED THE MARK.
 BB0290' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0048 ***********************************************************************
 BB0048  DESIGNATION -  REACH 4 33+04 400LT
 BB0048  PID         -  BB0048
 BB0048  STATE/COUNTY-  TX/PRESIDIO
 BB0048  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0048
 BB0048                         *CURRENT SURVEY CONTROL
 BB0048  ___________________________________________________________________
 BB0048* NAD 83(1993)-  29 31 52.74981(N)    104 21 11.76919(W)     ADJUSTED  
 BB0048* NAVD 88     -       780.207  (meters)    2559.73   (feet)  ADJUSTED  
 BB0048  ___________________________________________________________________
 BB0048  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 BB0048  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BB0048  DYNAMIC HT  -         778.944 (meters)    2555.59  (feet)  COMP
 BB0048  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 BB0048
 BB0048  HORZ ORDER  -  SECOND
 BB0048  VERT ORDER  -  SECOND    CLASS 0
 BB0048
 BB0048.The horizontal coordinates were established by classical geodetic methods
 BB0048.and adjusted by the National Geodetic Survey in February 1996..
 BB0048
 BB0048.The orthometric height was determined by differential leveling
 BB0048.and adjusted by the National Geodetic Survey in June 1991..
 BB0048
 BB0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0048
 BB0048.The geoid height was determined by GEOID03.
 BB0048
 BB0048.The dynamic height is computed by dividing the NAVD 88
 BB0048.geopotential number by the normal gravity value computed on the
 BB0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0048.degrees latitude (g = 980.6199 gals.).
 BB0048
 BB0048.The modeled gravity was interpolated from observed gravity values.
 BB0048
 BB0048;                    North         East     Units Scale Factor Converg.
 BB0048;SPC TXSC     - 4,200,054.923    81,322.264   MT  0.99986910   -2 37 21.5
 BB0048;SPC TXSC     -13,779,680.19    266,804.79   sFT  0.99986910   -2 37 21.5
 BB0048;UTM  13      - 3,267,027.923   562,667.389   MT  0.99964846   +0 19 07.6
 BB0048
 BB0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0048!SPC TXSC     -   0.99988109  x   0.99986910  =   0.99975020
 BB0048!UTM  13      -   0.99988109  x   0.99964846  =   0.99952959
 BB0048
 BB0048                          SUPERSEDED SURVEY CONTROL
 BB0048
 BB0048  NAD 83(1986)-  29 31 52.74107(N)    104 21 11.76507(W) AD(       ) 2
 BB0048  NAD 27      -  29 31 52.07811(N)    104 21 10.04064(W) AD(       ) 2
 BB0048  NGVD 29 (??/??/92)  779.817  (m)         2558.45   (f) ADJ UNCH    2 0
 BB0048
 BB0048.Superseded values are not recommended for survey control.
 BB0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0048.See file dsdata.txt to determine how the superseded data were derived.
 BB0048
 BB0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6266767028(NAD 83)
 BB0048_MARKER: DS = TRIANGULATION STATION DISK
 BB0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0048_SP_SET: MONUMENT
 BB0048_STAMPING: REACH 4 33+04 400LT 1973
 BB0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0048
 BB0048  HISTORY     - Date     Condition        Report By
 BB0048  HISTORY     - 1973     MONUMENTED       NGS
 BB0048  HISTORY     - 1974     GOOD             NGS
 BB0048
 BB0048                          STATION DESCRIPTION
 BB0048
 BB0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0048'THE STATION IS LOCATED ABOUT 2.1 MILES SOUTHEAST OF PRESIDIO, 1.7
 BB0048'MILES SOUTHWEST OF FORT LEATON, AND 100 FEET EAST OF THE RIO GRANDE
 BB0048'RIVER.
 BB0048'
 BB0048'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0048'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT
 BB0048'AND GO EAST ON FARM ROAD 170 FOR 2.4 MILES TO A DIRT SIDE ROAD ON
 BB0048'THE RIGHT, TURN RIGHT AND GO SOUTH ALONG THE DIRT ROAD FOR 1.2 MILES
 BB0048'TO A DIKE, TURN RIGHT AND GO WESTERLY ALONG THE TOP OF THE DIKE FOR
 BB0048'0.65 MILE TO A CROSSROAD AND A DIKE RUNNING SOUTH, TURN LEFT AND
 BB0048'GO SOUTH ALONG THE TOP OF THE DIKE FOR 0.25 MILE TO THE STATION IN
 BB0048'THE CENTER OF THE ROAD.
 BB0048'
 BB0048'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION DIKE, THE DISTANCE
 BB0048'BEING 9.0152 METERS (29.577 FEET) NORTH-NORTHEAST OF STATION
 BB0048'DIKE.
 BB0048'
 BB0048'THE STATION MARK IS A STANDARD NGS TRIANGULATION DISK
 BB0048'STAMPED, REACH 4 33+04 400LT 1973.  IT IS IN THE CENTER OF THE DIKE
 BB0048'ROAD, 12.8 FEET NORTHEAST OF A 2-INCH IRON PIPE THAT PROJECTS 2 FEET
 BB0048'WITH A 10-INCH SQUARE CONCRETE FOOTING, AND SET IN THE TOP OF A
 BB0048'12-INCH DIAMETER CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE
 BB0048'SURFACE OF THE ROAD.
 BB0048'
 BB0048'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0048'
 BB0048'THE ABOVE TRAVERSE IS REDUCED TO SEA LEVEL.
 BB0048
 BB0048                          STATION RECOVERY (1974)
 BB0048
 BB0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BB0048'2.1 MI SE FROM PRESIDIO.
 BB0048'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0048'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO EASTERLY
 BB0048'ALONG FARM ROAD 170 FOR 2.4 MILES TO A DIRT SIDE ROAD ON THE RIGHT,
 BB0048'TURN RIGHT AND GO SOUTH ALONG THE DIRT ROAD FOR 1.2 MILES TO A DIKE,
 BB0048'TURN RIGHT AND GO WESTERLY ALONG THE TOP OF THE DIKE FOR 0.65 MILE TO
 BB0048'A CROSSROADS AND A DIKE RUNNING SOUTH, TURN LEFT AND GO SOUTH ALONG
 BB0048'THE TOP OF THE DIKE FOR 0.25 MILE, IN THE CENTER OF THE DIKE ROAD,
 BB0048'12.8 FEET NORTHEAST OF A 2-INCH DIAMETER IRON PIPE THAT PROJECTS 2
 BB0048'FEET WITH A 10-INCH SQUARE CONCRETE FOOTING, AND SET IN THE TOP OF A
 BB0048'12-INCH DIAMETER CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE SURFACE
 BB0048'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0277 ***********************************************************************
 BB0277  DESIGNATION -  REACH 4 36+25 CL
 BB0277  PID         -  BB0277
 BB0277  STATE/COUNTY-  TX/PRESIDIO
 BB0277  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0277
 BB0277                         *CURRENT SURVEY CONTROL
 BB0277  ___________________________________________________________________
 BB0277* NAD 83(1993)-  29 31 47.67001(N)    104 21 11.54242(W)     ADJUSTED  
 BB0277* NAVD 88     -       780.21   (+/-2cm)    2559.7    (feet)  VERTCON   
 BB0277  ___________________________________________________________________
 BB0277  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 BB0277  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BB0277
 BB0277  HORZ ORDER  -  SECOND
 BB0277  VERT ORDER  -  THIRD ? (See Below)
 BB0277
 BB0277.The horizontal coordinates were established by classical geodetic methods
 BB0277.and adjusted by the National Geodetic Survey in February 1996..
 BB0277
 BB0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0277.The vertical order pertains to the NGVD 29 superseded value.
 BB0277
 BB0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0277
 BB0277.The geoid height was determined by GEOID03.
 BB0277
 BB0277;                    North         East     Units Scale Factor Converg.
 BB0277;SPC TXSC     - 4,199,898.420    81,321.207   MT  0.99986901   -2 37 21.4
 BB0277;SPC TXSC     -13,779,166.73    266,801.33   sFT  0.99986901   -2 37 21.4
 BB0277;UTM  13      - 3,266,871.606   562,674.363   MT  0.99964847   +0 19 07.7
 BB0277
 BB0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0277!SPC TXSC     -   0.99988109  x   0.99986901  =   0.99975011
 BB0277!UTM  13      -   0.99988109  x   0.99964847  =   0.99952960
 BB0277
 BB0277                          SUPERSEDED SURVEY CONTROL
 BB0277
 BB0277  NAD 83(1986)-  29 31 47.66147(N)    104 21 11.53833(W) AD(       ) 2
 BB0277  NAD 27      -  29 31 46.99814(N)    104 21 09.81396(W) AD(       ) 2
 BB0277  NGVD 29 (07/19/86)  779.82   (m)         2558.5    (f) LEVELING    3  
 BB0277
 BB0277.Superseded values are not recommended for survey control.
 BB0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0277.See file dsdata.txt to determine how the superseded data were derived.
 BB0277
 BB0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6267466872(NAD 83)
 BB0277_MARKER: B = BOLT
 BB0277_SETTING: 0 = UNSPECIFIED SETTING
 BB0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0277
 BB0277  HISTORY     - Date     Condition        Report By
 BB0277  HISTORY     - 1974     MONUMENTED       NGS
 BB0277  HISTORY     - 20040211 MARK NOT FOUND   NGS
 BB0277
 BB0277                          STATION DESCRIPTION
 BB0277
 BB0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0277'THE STATION IS LOCATED ABOUT 2.1 MILES SOUTHEAST OF PRESIDIO, 1.7
 BB0277'MILES SOUTHWEST OF FORT LEATON, AND ON THE EAST SIDE OF THE RIO
 BB0277'GRANDE RIVER.
 BB0277'
 BB0277'TO REACH THE THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0277'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT
 BB0277'AND GO EAST ALONG FARM ROAD 170 FOR 2.4 MILES TO A DIRT SIDE ROAD
 BB0277'ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE DIRT ROAD FOR 1.2
 BB0277'MILES TO A DIKE, TURN RIGHT AND GO WESTERLY ALONG THE TOP OF THE DIKE
 BB0277'FOR 0.65 MILE TO A CROSSROAD AND A DIKE RUNNING SOUTH, TURN LEFT
 BB0277'AND GO SOUTH ALONG THE TOP OF THE DIKE FOR 0.25 MILE TO STATION
 BB0277'DIKE IN THE CENTER OF THE ROAD, PACK SOUTH ALONG THE TOP OF THE DIKE
 BB0277'FOR 484 FEET TO THE STATION ON TOP AND IN THE CENTER OF THE DIKE.
 BB0277'
 BB0277'THE STATION IS MARKED WITH A CENTER PUNCH HOLE IN THE TOP OF A
 BB0277'HEXHEADED BOLT THAT IS CEMENTED IN THE TOP OF A 2-INCH DIAMETER IRON
 BB0277'PIPE THAT PROJECTS 1.5 FEET.  THE PIPE IS SET IN A 10-INCH SQUARE
 BB0277'CONCRETE MONUMENT WITH THE LETTERS CENTERLINE 36+25 SCRATCHED IN
 BB0277'THE TOP OF THE MONUMENT.  THE STATION IS 100 FEET EAST OF THE EAST
 BB0277'EDGE OF THE RIO GRANDE RIVER.
 BB0277'
 BB0277'NO UNDERGROUND OR REFERENCE MARK WERE SET.
 BB0277
 BB0277                          STATION RECOVERY (2004)
 BB0277
 BB0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0277'LOCATION OF THIS 2-INCH IRON PIPE IS IN THE CENTER OF THE RIVER.  THE
 BB0277' 
 BB0277'INTERNATIONAL BOUNDARY AND WATER COMMISSION HAS RELOCATED THE RIO
 BB0277'GRANDE RIVER IN THE PRESIDIO VALLEY WHICH HAS DESTROYED THE MARK.
 BB0277' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0276 ***********************************************************************
 BB0276  DESIGNATION -  REACH 4 46+35 CL
 BB0276  PID         -  BB0276
 BB0276  STATE/COUNTY-  TX/PRESIDIO
 BB0276  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0276
 BB0276                         *CURRENT SURVEY CONTROL
 BB0276  ___________________________________________________________________
 BB0276* NAD 83(1993)-  29 31 41.72410(N)    104 21 02.34892(W)     ADJUSTED  
 BB0276* NAVD 88     -       779.68   (+/-2cm)    2558.0    (feet)  VERTCON   
 BB0276  ___________________________________________________________________
 BB0276  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 BB0276  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BB0276
 BB0276  HORZ ORDER  -  SECOND
 BB0276  VERT ORDER  -  THIRD ? (See Below)
 BB0276
 BB0276.The horizontal coordinates were established by classical geodetic methods
 BB0276.and adjusted by the National Geodetic Survey in February 1996..
 BB0276
 BB0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0276.The vertical order pertains to the NGVD 29 superseded value.
 BB0276
 BB0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0276
 BB0276.The geoid height was determined by GEOID03.
 BB0276
 BB0276;                    North         East     Units Scale Factor Converg.
 BB0276;SPC TXSC     - 4,199,704.237    81,560.099   MT  0.99986892   -2 37 16.9
 BB0276;SPC TXSC     -13,778,529.65    267,585.09   sFT  0.99986892   -2 37 16.9
 BB0276;UTM  13      - 3,266,689.977   562,922.849   MT  0.99964885   +0 19 12.2
 BB0276
 BB0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0276!SPC TXSC     -   0.99988117  x   0.99986892  =   0.99975010
 BB0276!UTM  13      -   0.99988117  x   0.99964885  =   0.99953006
 BB0276
 BB0276                          SUPERSEDED SURVEY CONTROL
 BB0276
 BB0276  NAD 83(1986)-  29 31 41.71556(N)    104 21 02.34483(W) AD(       ) 2
 BB0276  NAD 27      -  29 31 41.05192(N)    104 21 00.62078(W) AD(       ) 2
 BB0276  NGVD 29 (07/19/86)  779.29   (m)         2556.7    (f) LEVELING    3  
 BB0276
 BB0276.Superseded values are not recommended for survey control.
 BB0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0276.See file dsdata.txt to determine how the superseded data were derived.
 BB0276
 BB0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6292366690(NAD 83)
 BB0276_MARKER: B = BOLT
 BB0276_SETTING: 0 = UNSPECIFIED SETTING
 BB0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0276
 BB0276  HISTORY     - Date     Condition        Report By
 BB0276  HISTORY     - 1974     MONUMENTED       NGS
 BB0276  HISTORY     - 20040211 MARK NOT FOUND   NGS
 BB0276
 BB0276                          STATION DESCRIPTION
 BB0276
 BB0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0276'THE STATION IS LOCATED 2.6 MILES SOUTHEAST OF PRESIDIO, 1.6 MILES
 BB0276'SOUTH OF FARM ROAD 170, AND ON THE NORTH SIDE OF THE RIO GRANDE
 BB0276'RIVER.
 BB0276'
 BB0276'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0276'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT
 BB0276'AND GO EASTERLY ON FARM ROAD 170 FOR 2.4 MILES TO A DIRT SIDE ROAD
 BB0276'ON THE RIGHT, TURN RIGHT PASSING OVER A CATTLE GUARD AND GO SOUTH
 BB0276'FOR 1.2 MILES TO A DIKE ROAD JUST NORTH OF THE RIO GRANDE RIVER, TURN
 BB0276'RIGHT AND GO NORTHWEST ALONG THE TOP OF THE DIKE FOR 0.2 MILE TO A
 BB0276'SIDE TRACK ROAD ON THE LEFT, TURN LEFT DOWN OFF THE DIKE ONTO
 BB0276'THE TRACK ROAD AND GO WEST FOR 0.2 MILE ALONG THE NORTH SIDE OF
 BB0276'THE RIO GRANDE RIVER TO STATION REACH 4 68+400LT, THEN GO WESTERLY
 BB0276'ALONG THE SOUTH SIDE OF A LOW LEVEE FOR 0.1 MILE TO STATION ON THE
 BB0276'RIGHT ON TOP OF THE LEVEE.
 BB0276'
 BB0276'THE STATION MARK IS A PUNCH HOLE IN THE TOP OF A HEXHEADED BOLT THAT
 BB0276'IS CEMENTED IN THE TOP OF A 2-INCH DIAMETER IRON PIPE THAT PROJECTS
 BB0276'1.5 FEET ABOVE THE GROUND.  THE PIPE IS SET IN A 10-INCH SQUARE
 BB0276'CONCRETE MONUMENT THAT PROJECTS 5 INCHES WITH THE LETTERS
 BB0276'CENTERLINE 46+35 SCRATCHED IN THE TOP OF THE MONUMENT.  IT IS IN
 BB0276'THE CENTER OF THE LOW LEVEE, AND 24 FEET NORTH OF THE CENTER OF
 BB0276'THE TRACK ROAD.
 BB0276'
 BB0276'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0276
 BB0276                          STATION RECOVERY (2004)
 BB0276
 BB0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0276'LOCATION OF THIS 2-INCH IRON PIPE IS IN THE CENTER OF THE RIVER.  THE
 BB0276' 
 BB0276'INTERNATIONAL BOUNDARY AND WATER COMMISSION HAS RELOCATED THE RIO
 BB0276'GRANDE RIVER IN THE PRESIDIO VALLEY WHICH HAS DESTROYED THE MARK.
 BB0276' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0051 ***********************************************************************
 BB0051  DESIGNATION -  REACH 4 48+68 400LT
 BB0051  PID         -  BB0051
 BB0051  STATE/COUNTY-  TX/PRESIDIO
 BB0051  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0051
 BB0051                         *CURRENT SURVEY CONTROL
 BB0051  ___________________________________________________________________
 BB0051* NAD 83(1993)-  29 31 43.53675(N)    104 20 57.53579(W)     ADJUSTED  
 BB0051* NAVD 88     -       778.406  (meters)    2553.82   (feet)  ADJUSTED  
 BB0051  ___________________________________________________________________
 BB0051  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 BB0051  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BB0051  DYNAMIC HT  -         777.146 (meters)    2549.69  (feet)  COMP
 BB0051  MODELED GRAV-     979,000.1   (mgal)                       NAVD 88
 BB0051
 BB0051  HORZ ORDER  -  SECOND
 BB0051  VERT ORDER  -  SECOND    CLASS 0
 BB0051
 BB0051.The horizontal coordinates were established by classical geodetic methods
 BB0051.and adjusted by the National Geodetic Survey in February 1996..
 BB0051
 BB0051.The orthometric height was determined by differential leveling
 BB0051.and adjusted by the National Geodetic Survey in June 1991..
 BB0051
 BB0051.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0051
 BB0051.The geoid height was determined by GEOID03.
 BB0051
 BB0051.The dynamic height is computed by dividing the NAVD 88
 BB0051.geopotential number by the normal gravity value computed on the
 BB0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0051.degrees latitude (g = 980.6199 gals.).
 BB0051
 BB0051.The modeled gravity was interpolated from observed gravity values.
 BB0051
 BB0051;                    North         East     Units Scale Factor Converg.
 BB0051;SPC TXSC     - 4,199,754.057    81,692.104   MT  0.99986894   -2 37 14.5
 BB0051;SPC TXSC     -13,778,693.10    268,018.18   sFT  0.99986894   -2 37 14.5
 BB0051;UTM  13      - 3,266,746.493   563,052.095   MT  0.99964905   +0 19 14.5
 BB0051
 BB0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0051!SPC TXSC     -   0.99988137  x   0.99986894  =   0.99975032
 BB0051!UTM  13      -   0.99988137  x   0.99964905  =   0.99953046
 BB0051
 BB0051|---------------------------------------------------------------------|
 BB0051| PID    Reference Object                     Distance      Geod. Az  |
 BB0051|                                                           dddmmss.s |
 BB0051| BB0030 R 1095                               71.391 METERS 12445     |
 BB0051| BB0275 M 19                                230.391 METERS 17443     |
 BB0051| BB0276 REACH 4 46+35 CL                    141.112 METERS 24642     |
 BB0051| BB0049 DIKE                                470.942 METERS 3054054.9 |
 BB0051|---------------------------------------------------------------------|
 BB0051
 BB0051                          SUPERSEDED SURVEY CONTROL
 BB0051
 BB0051  NAD 83(1986)-  29 31 43.52821(N)    104 20 57.53168(W) AD(       ) 2
 BB0051  NAD 27      -  29 31 42.86457(N)    104 20 55.80774(W) AD(       ) 2
 BB0051  NGVD 29 (??/??/92)  778.017  (m)         2552.54   (f) ADJ UNCH    2 0
 BB0051
 BB0051.Superseded values are not recommended for survey control.
 BB0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0051.See file dsdata.txt to determine how the superseded data were derived.
 BB0051
 BB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6305266746(NAD 83)
 BB0051_MARKER: DS = TRIANGULATION STATION DISK
 BB0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0051_SP_SET: MONUMENT
 BB0051_STAMPING: REACH 4 48+68 400LT 1974
 BB0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0051
 BB0051  HISTORY     - Date     Condition        Report By
 BB0051  HISTORY     - 1974     MONUMENTED       NGS
 BB0051  HISTORY     - 1974     GOOD             NGS
 BB0051
 BB0051                          STATION DESCRIPTION
 BB0051
 BB0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0051'THE STATION IS LOCATED ABOUT 2.6 MILES SOUTHEAST OF PRESIDIO, 1.6
 BB0051'MILES SOUTH OF FARM ROAD 170, AND ON THE NORTH SIDE OF THE RIO
 BB0051'GRANDE RIVER.
 BB0051'
 BB0051'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0051'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT
 BB0051'AND GO EASTERLY ALONG FARM ROAD 170 FOR 2.4 MILES TO A DIRT ROAD ON
 BB0051'THE RIGHT, TURN RIGHT, PASSING OVER A CATTLE GUARD, AND GO SOUTH
 BB0051'ON A DIRT ROAD FOR 1.2 MILES TO A DIKE ROAD ON THE NORTH SIDE OF THE
 BB0051'RIO GRANDE RIVER, TURN RIGHT AND GO NORTHWEST ALONG THE TOP OF THE
 BB0051'DIKE FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT DOWN OFF THE DIKE,
 BB0051'TURN LEFT, DOWN OFF THE DIKE, AND GO WEST ALONG THE NORTH SIDE OF
 BB0051'THE RIO GRANDE RIVER FOR 0.2 MILE TO THE STATION ON THE LEFT.
 BB0051'
 BB0051'THE STATION IS A STANDARD NGS TRIANGULATION MARK DISK, THAT IS
 BB0051'STAMPED REACH 4 48+68 400LT 1974.  IT IS 21 FEET NORTH OF THE NORTH
 BB0051'EDGE OF THE RIO GRANDE RIVER, 18 FEET SOUTH OF THE SOUTH EDGE OF A
 BB0051'FIELD DITCH, ON THE SOUTH EDGE OF THE TRACK ROAD, AND SET IN
 BB0051'THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS 5
 BB0051'INCHES ABOVE THE GROUND.
 BB0051'
 BB0051'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0051
 BB0051                          STATION RECOVERY (1974)
 BB0051
 BB0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BB0051'2.6 MI SE FROM PRESIDIO.
 BB0051'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0051'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO EASTERLY ON
 BB0051'FARM ROAD 170 FOR 2.4 MILES TO A DIRT SIDE ROAD ON THE RIGHT, TURN
 BB0051'RIGHT, PASSING THROUGH A CATTLE GUARD GATE, AND GO SOUTH ON A DIRT
 BB0051'ROAD FOR 1.2 MILES TO A DIKE ROAD ON THE NORTH SIDE OF THE RIO GRANDE
 BB0051'RIVER, TURN RIGHT AND GO NORTHWEST ALONG THE TOP OF THE DIKE FOR 0.2
 BB0051'MILE TO A SIDE ROAD DOWN OFF THE DIKE, TURN LEFT OFF DIKE ONTO A TRACK
 BB0051'ROAD AND GO WEST ALONG THE NORTH SIDE OF THE RIO GRANDE RIVER FOR 0.2
 BB0051'MILE TO STATION ON THE LEFT.  IT IS 21 FEET NORTH OF THE NORTH EDGE OF
 BB0051'THE RIO GRANDE RIVER, 18 FEET SOUTH OF THE SOUTH EDGE OF A FIELD, AND
 BB0051'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS 5
 BB0051'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0741 ***********************************************************************
 DQ0741  DESIGNATION -  READ
 DQ0741  PID         -  DQ0741
 DQ0741  STATE/COUNTY-  TX/YOAKUM
 DQ0741  USGS QUAD   -  PLAINS NW (1971)
 DQ0741
 DQ0741                         *CURRENT SURVEY CONTROL
 DQ0741  ___________________________________________________________________
 DQ0741* NAD 83(1993)-  33 10 15.40903(N)    102 59 50.30332(W)     ADJUSTED  
 DQ0741* NAVD 88     -      1163.0    (meters)    3816.     (feet)  VERTCON   
 DQ0741  ___________________________________________________________________
 DQ0741  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 DQ0741  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 DQ0741
 DQ0741  HORZ ORDER  -  FIRST
 DQ0741
 DQ0741.The horizontal coordinates were established by classical geodetic methods
 DQ0741.and adjusted by the National Geodetic Survey in February 1996..
 DQ0741
 DQ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0741
 DQ0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0741
 DQ0741.The geoid height was determined by GEOID03.
 DQ0741
 DQ0741;                    North         East     Units Scale Factor Converg.
 DQ0741;SPC TXNC     - 2,175,785.813   180,705.240   MT  0.99987478   -2 27 10.1
 DQ0741;SPC TXNC     - 7,138,390.62    592,863.77   sFT  0.99987478   -2 27 10.1
 DQ0741;SPC NM E     -   241,505.849   289,607.913   MT  1.00010047   +0 43 51.9
 DQ0741;SPC NM E     -   792,340.44    950,155.29   sFT  1.00010047   +0 43 51.9
 DQ0741;UTM  13      - 3,672,024.464   686,737.056   MT  1.00002995   +1 05 45.8
 DQ0741
 DQ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0741!SPC TXNC     -   0.99982089  x   0.99987478  =   0.99969569
 DQ0741!SPC NM E     -   0.99982089  x   1.00010047  =   0.99992134
 DQ0741!UTM  13      -   0.99982089  x   1.00002995  =   0.99985084
 DQ0741
 DQ0741|---------------------------------------------------------------------|
 DQ0741| PID    Reference Object                     Distance      Geod. Az  |
 DQ0741|                                                           dddmmss.s |
 DQ0741| CJ8233 READ RM 1                            25.289 METERS 11213     |
 DQ0741| CJ8234 READ RM 2                            25.823 METERS 16726     |
 DQ0741| CJ8232 READ AZ MK                                         3021222.5 |
 DQ0741|---------------------------------------------------------------------|
 DQ0741
 DQ0741                          SUPERSEDED SURVEY CONTROL
 DQ0741
 DQ0741  NAD 83(1993)-  33 10 15.41026(N)    102 59 50.30203(W) AD(       ) 1
 DQ0741  NAD 83(1986)-  33 10 15.41361(N)    102 59 50.29992(W) AD(       ) 1
 DQ0741  NAD 27      -  33 10 15.03500(N)    102 59 48.50900(W) AD(       ) 1
 DQ0741  NGVD 29 (07/19/86) 1162.6    (m)         3814.     (f) VERT ANG       
 DQ0741
 DQ0741.Superseded values are not recommended for survey control.
 DQ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0741.See file dsdata.txt to determine how the superseded data were derived.
 DQ0741
 DQ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS8673772024(NAD 83)
 DQ0741_MARKER: DS = TRIANGULATION STATION DISK
 DQ0741_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DQ0741_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DQ0741
 DQ0741  HISTORY     - Date     Condition        Report By
 DQ0741  HISTORY     - 1934     MONUMENTED       CGS
 DQ0741  HISTORY     - 1938     GOOD             CGS
 DQ0741  HISTORY     - 1969     MARK NOT FOUND   CGS
 DQ0741  HISTORY     - 1973     MARK NOT FOUND   NGS
 DQ0741
 DQ0741                          STATION DESCRIPTION
 DQ0741
 DQ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0741'ABOUT 7 MILES AIR LINE SOUTH-SOUTHEAST OF BRONCO, TEX., IN
 DQ0741'SECTION 452, BLOCK D, ON THE TOP OF A SAND RISE 0.3 MILE EAST
 DQ0741'OF THE W.T. ARNETT RANCH, 3/4 MILE SOUTH OF THE MAIN ROAD, AND
 DQ0741'150 YARDS NORTH OF A SAND TRAIL.  TO REACH FROM BRONCO POST
 DQ0741'OFFICE, GO SOUTH ON THE MAIN ROAD 1.0 MILE TO A POINT WHERE
 DQ0741'THE ROAD TURNS EAST, CONTINUE STRAIGHT AHEAD (SOUTH) ON THE
 DQ0741'STATE-LINE ROAD 4.0 MILES TO A T-INTERSECTION OF THE ROADS,
 DQ0741'TURN EAST ON A GRADED ROAD AND GO 3.6 MILES, PASS THROUGH
 DQ0741'A CATTLE GUARD ON THE SOUTH SIDE OF THE ROAD AND GO SOUTH ON
 DQ0741'A TRACK ROAD 0.7 MILE TO A CATTLE GUARD AT THE ENTRANCE TO
 DQ0741'THE W.T. ARNETT RANCH, PASS THROUGH GUARD, TURN EAST ON A
 DQ0741'SAND TRAIL AND GO EAST 0.3 MILE TO THE TOP OF A SAND HILL,
 DQ0741'LEAVE THE SAND TRAIL AND GO NORTH 0.1 MILE TO THE STATION.
 DQ0741'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 DQ0741'TILE.  REFERENCE MARK NO. 1 IS
 DQ0741'82.97 FEET FROM STATION S 67 DEG 47 MIN E, AND NO.
 DQ0741'2 IS 84.72 FEET FROM STATION S 12 DEG 34 MIN E.  THE
 DQ0741'AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 DQ0741'IS 70 FEET EAST OF THE NORTHEAST CORNER OF
 DQ0741'W.T. ARNETTS CORRAL, 1.5 FEET SOUTH OF A WIRE FENCE, AND
 DQ0741'0.3 MILE FROM STATION  N 57 DEG 48 MIN W.  THIS
 DQ0741'MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION.
 DQ0741
 DQ0741                          STATION RECOVERY (1969)
 DQ0741
 DQ0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LSP)
 DQ0741'SEARCHED FOR BUT NOT FOUND.  BELIEVED TO BE DESTROYED AS GROUND
 DQ0741'IN THE AREA IS NEWLY CLEARED AND CULTIVATED.  AZIMUTH AND
 DQ0741'REFERENCE MARKS WERE NOT FOUND.  LOCAL EVIDENCE INDICATES THAT
 DQ0741'THESE MARKS HAVE BEEN DESTROYED, HOWEVER, NO EVIDENCE WAS FOUND
 DQ0741'TO SUPPORT THIS CONCLUSION.
 DQ0741'
 DQ0741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 DQ0741'MILES (AIRLINE) SSE OF BRONCO, TEXAS.
 DQ0741
 DQ0741                          STATION RECOVERY (1973)
 DQ0741
 DQ0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DQ0741'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 DQ0741'AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND.  THE AREA IS
 DQ0741'PRESENTLY UNDER CULTIVATION, AND THE FARMSTEAD OF MR. W.T. ARNETT
 DQ0741'DESCRIBED IN THE ORIGINAL DESCRIPTION HAS BEEN COMPLETELY
 DQ0741'REMOVED.
 DQ0741'
 DQ0741'THE STATION SHOULD BE CONSIDERED DESTROYED.
 DQ0741'
 DQ0741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 DQ0741'MILES SSE OF BRONCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0409 ***********************************************************************
 BA0409  DESIGNATION -  REAGAN
 BA0409  PID         -  BA0409
 BA0409  STATE/COUNTY-  TX/BREWSTER
 BA0409  USGS QUAD   -  BEEF GAP (1983)
 BA0409
 BA0409                         *CURRENT SURVEY CONTROL
 BA0409  ___________________________________________________________________
 BA0409* NAD 83(1993)-  29 46 11.12527(N)    102 42 28.58971(W)     ADJUSTED  
 BA0409* NAVD 88     -       936.     (meters)    3071.     (feet)  SCALED    
 BA0409  ___________________________________________________________________
 BA0409  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BA0409  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 BA0409
 BA0409  HORZ ORDER  -  FIRST
 BA0409
 BA0409.The horizontal coordinates were established by classical geodetic methods
 BA0409.and adjusted by the National Geodetic Survey in February 1996..
 BA0409
 BA0409.The orthometric height was scaled from a topographic map.
 BA0409
 BA0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0409
 BA0409.The geoid height was determined by GEOID03.
 BA0409
 BA0409;                    North         East     Units Scale Factor Converg.
 BA0409;SPC TXSC     - 4,220,292.223   241,510.343   MT  0.99989195   -1 48 59.6
 BA0409;SPC TXSC     -13,846,075.40    792,355.18   sFT  0.99989195   -1 48 59.6
 BA0409;UTM  13      - 3,295,474.555   721,602.433   MT  1.00020594   +1 08 18.6
 BA0409
 BA0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0409!SPC TXSC     -   0.99985641  x   0.99989195  =   0.99974838
 BA0409!UTM  13      -   0.99985641  x   1.00020594  =   1.00006232
 BA0409
 BA0409|---------------------------------------------------------------------|
 BA0409| PID    Reference Object                     Distance      Geod. Az  |
 BA0409|                                                           dddmmss.s |
 BA0409| CI0284 REAGAN RM 1                          14.713 METERS 10050     |
 BA0409| CI0285 REAGAN RM 2                          14.710 METERS 23400     |
 BA0409| CI0283 REAGAN AZ MK                                       3463026.9 |
 BA0409|---------------------------------------------------------------------|
 BA0409
 BA0409                          SUPERSEDED SURVEY CONTROL
 BA0409
 BA0409  NAD 83(1986)-  29 46 11.11088(N)    102 42 28.61396(W) AD(       ) 1
 BA0409  NAD 27      -  29 46 10.41400(N)    102 42 27.06700(W) AD(       ) 1
 BA0409
 BA0409.Superseded values are not recommended for survey control.
 BA0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0409.See file dsdata.txt to determine how the superseded data were derived.
 BA0409
 BA0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGN2160295475(NAD 83)
 BA0409_MARKER: DS = TRIANGULATION STATION DISK
 BA0409_SETTING: 66 = SET IN ROCK OUTCROP
 BA0409
 BA0409  HISTORY     - Date     Condition        Report By
 BA0409  HISTORY     - 1934     MONUMENTED       CGS
 BA0409  HISTORY     - 1958     GOOD             AMS
 BA0409
 BA0409                          STATION DESCRIPTION
 BA0409
 BA0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0409'ABOUT 3.3 MILES NORTH-NORTHWEST FROM THE MOUTH OF REAGAN
 BA0409'CANYON, 0.6 MILE SOUTH FROM THE BULLIS GAP-REAGAN CANYON ROAD
 BA0409'AND 7.8 MILES WEST-SOUTHWEST FROM THE WHITEHEAD RANCH IN BULLIS
 BA0409'GAP.  IT IS ON THE HIGHEST POINT OF A ROUND TOPPED HILL AT SOUTH
 BA0409'END OF RIDGE (THE HIGHEST IN RIDGE) WHICH SLOPES TOWARDS THE
 BA0409'BULLIS GAP ROAD.
 BA0409'
 BA0409'TO REACH FROM SANDERSON, GO WEST ON U.S. HIGHWAY 90 FOR 15.2
 BA0409'MILES TO A CONCRETE HIGHWAY BRIDGE AND A RAILROAD BRIDGE ON
 BA0409'THE LEFT.  (THIS BRIDGE IS 6.8 MILES WEST FROM THE EMERSON
 BA0409'RAILROAD STATION AND 1.0 MILE EAST FROM THE LONGFELLOW RAILROAD
 BA0409'STATION).  LEAVE U.S. HIGHWAY 90 JUST WEST OF CONCRETE BRIDGE AND
 BA0409'TURN SHARP TO THE LEFT, PASSING UNDER RAILROAD BRIDGE.  GO
 BA0409'THROUGH A RED LUMBER GATE AND FOLLOW MAIN ROAD SOUTH FOR 0.65
 BA0409'MILE TO A LUMBER GATE.  CONTINUE 1.1 MILES TO ANOTHER LUMBER
 BA0409'GATE.  CONTINUE WEST 1.3 MILES TO A GATE, THEN 1.0 MILE TO
 BA0409'TIMBER CORRALS ON THE LEFT.  PROCEED 0.25 MILE TO AN IRON
 BA0409'GATE JUST WEST OF A DIRT TANK.  CONTINUE ON THE MAIN ROAD IN
 BA0409'A SOUTHERLY DIRECTION FOR 7.7 MILES TO A FORK.  TAKE LEFT FORK
 BA0409'(MAIN ROAD) AND GO 4.0 MILES TO A LUMBER GATE.  CONTINUE FOR
 BA0409'0.3 MILE TO A FORK JUST EAST OF A DIRT TANK, TAKE LEFT FORK
 BA0409'AND GO 1.5 MILES, THENCE STRAIGHT AHEAD ON RIGHT FORK (MAIN
 BA0409'ROAD) FOR 1.6 MILES.  TAKE LEFT FORK HERE AND GO ON MAIN ROAD
 BA0409'FOR 0.3 MILE TO A WIRE GATE, CONTINUE 2.6 MILES TO
 BA0409'CROSSROADS, CONTINUE STRAIGHT AHEAD ON MAIN ROAD 2.75 MILES TO
 BA0409'LATTA RANCH ON SAN FRANCISCO CREEK.  FROM HERE, GO SOUTH AND
 BA0409'WEST ON THE BULLIS GAP ROAD 2.2 MILES.  THENCE STRAIGHT AHEAD
 BA0409'ON LEFT FORK (MAIN ROAD) FOR 1.0 MILE TO A GATE, CONTINUE
 BA0409'1.1 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.9 MILE TO A
 BA0409'LUMBER GATE, WIRE CORRALS AND A SMALL CONCRETE TANK.
 BA0409'CONTINUE 1.0 MILE TO THE WHITEHEAD RANCH AT THE WEST END
 BA0409'OF BULLIS GAP.  CONTINUE WEST 1.0 MILE, THENCE LEFT FORK
 BA0409'SOUTHWEST FOR 2.4 MILES TO A LUMBER GATE AND A METAL TANK TO
 BA0409'THE RIGHT OF THE ROAD.  GO THROUGH GATE AND CONTINUE ON ROAD 0.15
 BA0409'MILE, THENCE RIGHT FORK ON MAIN ROAD WEST 1.05 MILES, THENCE LEFT
 BA0409'FORK IN CREEK BOTTOM 0.35 MILE TO A GATE.  CONTINUE 2.35 MILES
 BA0409'TO A FORK JUST AFTER GOING THROUGH GATE IN A BARBED WIRE FENCE.
 BA0409'TAKE THE RIGHT FORK (MAIN ROAD) AND GO 0.7 MILE.  LEAVE TRUCK
 BA0409'HERE AND PACK UP HILL TO THE SOUTH TO THE HIGHEST POINT AND
 BA0409'STATION.  ABOUT 1/2-HOUR PACK.
 BA0409'
 BA0409'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BA0409'SET IN OUTCROPPING BEDROCK.
 BA0409'
 BA0409'REFERENCE MARKS NO. 1 AND NO. 2 ARE ON THE SAME PEAK AS THE
 BA0409'STATION.  DISTANCE, R.M. NO. 1 TO R.M. NO. 2 89.0 FEET (SLOPE).
 BA0409'
 BA0409'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH OF THE STATION
 BA0409'ON THE NORTHEAST SIDE OF THE FIRST PEAK NORTH OF THE STATION.
 BA0409'A ROCK CAIRN 2 FEET HIGH IS 3 FEET TO THE NORTH OF THE MARK.
 BA0409
 BA0409                          STATION RECOVERY (1958)
 BA0409
 BA0409'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0409'STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WAS RECOVERED
 BA0409'AS DESCRIBED.
 BA0409'
 BA0409'THE STATION IS LOCATED ON THE HIGHEST POINT OF RIDGE NEAR
 BA0409'CENTER OF LIGHT BEDROCK.  63 FEET SSW OF N TIP OF BRUSH LINE.
 BA0409'120 FEET NNW OF S TIP OF BUSH LINE.  77 FEET W OF BUSH LINE.  34
 BA0409'FEET SE OF LONE BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0705 ***********************************************************************
 CB0705  DESIGNATION -  REAGION
 CB0705  PID         -  CB0705
 CB0705  STATE/COUNTY-  TX/REAGAN
 CB0705  USGS QUAD   -  WITCO (1971)
 CB0705
 CB0705                         *CURRENT SURVEY CONTROL
 CB0705  ___________________________________________________________________
 CB0705* NAD 83(1993)-  31 08 48.26648(N)    101 16 26.17174(W)     ADJUSTED  
 CB0705* NAVD 88     -       812.787  (meters)    2666.62   (feet)  ADJUSTED  
 CB0705  ___________________________________________________________________
 CB0705  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 CB0705  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CB0705  DYNAMIC HT  -         811.604 (meters)    2662.74  (feet)  COMP
 CB0705  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 CB0705
 CB0705  HORZ ORDER  -  FIRST
 CB0705  VERT ORDER  -  FIRST     CLASS II
 CB0705
 CB0705.The horizontal coordinates were established by classical geodetic methods
 CB0705.and adjusted by the National Geodetic Survey in February 1996..
 CB0705
 CB0705.The orthometric height was determined by differential leveling
 CB0705.and adjusted by the National Geodetic Survey in June 1991..
 CB0705
 CB0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0705
 CB0705.The geoid height was determined by GEOID03.
 CB0705
 CB0705.The dynamic height is computed by dividing the NAVD 88
 CB0705.geopotential number by the normal gravity value computed on the
 CB0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0705.degrees latitude (g = 980.6199 gals.).
 CB0705
 CB0705.The modeled gravity was interpolated from observed gravity values.
 CB0705
 CB0705;                    North         East     Units Scale Factor Converg.
 CB0705;SPC TX C     - 3,164,453.093   610,317.620   MT  0.99988495   -0 29 04.1
 CB0705;SPC TX C     -10,382,043.19  2,002,350.39   sFT  0.99988495   -0 29 04.1
 CB0705;UTM  14      - 3,448,090.373   283,222.703   MT  1.00017968   -1 10 35.8
 CB0705
 CB0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0705!SPC TX C     -   0.99987614  x   0.99988495  =   0.99976111
 CB0705!UTM  14      -   0.99987614  x   1.00017968  =   1.00005580
 CB0705
 CB0705:                Primary Azimuth Mark                     Grid Az
 CB0705:SPC TX C     -  REAGION AZ MK                            114 29 12.7
 CB0705:UTM  14      -  REAGION AZ MK                            115 10 44.4
 CB0705
 CB0705|---------------------------------------------------------------------|
 CB0705| PID    Reference Object                     Distance      Geod. Az  |
 CB0705|                                                           dddmmss.s |
 CB0705| CB0709 REAGION AZ MK                                      1140008.6 |
 CB0705| CB0706 REAGION RM 1                         85.165 METERS 16157     |
 CB0705| CB0707 REAGION RM 2                         39.321 METERS 28523     |
 CB0705|---------------------------------------------------------------------|
 CB0705
 CB0705                          SUPERSEDED SURVEY CONTROL
 CB0705
 CB0705  NAD 83(1986)-  31 08 48.27628(N)    101 16 26.15657(W) AD(       ) 1
 CB0705  NAD 27      -  31 08 47.71200(N)    101 16 24.73900(W) AD(       ) 1
 CB0705
 CB0705.Superseded values are not recommended for survey control.
 CB0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0705.See file dsdata.txt to determine how the superseded data were derived.
 CB0705
 CB0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV8322348090(NAD 83)
 CB0705_MARKER: DS = TRIANGULATION STATION DISK
 CB0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0705_SP_SET: CONCRETE POST
 CB0705_STAMPING: REAGION 1935
 CB0705_MARK LOGO: CGS   
 CB0705_PROJECTION: PROJECTING 15 CENTIMETERS
 CB0705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CB0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0705+STABILITY: SURFACE MOTION
 CB0705
 CB0705  HISTORY     - Date     Condition        Report By
 CB0705  HISTORY     - 1935     MONUMENTED       CGS
 CB0705  HISTORY     - 1937     GOOD             TXHD
 CB0705  HISTORY     - 1946     GOOD             TXHD
 CB0705  HISTORY     - 1971     GOOD             USAF
 CB0705  HISTORY     - 1981     GOOD             NGS
 CB0705  HISTORY     - 1981     GOOD             NGS
 CB0705  HISTORY     - 19990616 GOOD             NGS
 CB0705
 CB0705                          STATION DESCRIPTION
 CB0705
 CB0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0705'STATION IS LOCATED 6.6 MILES W OF BARNHART ON THE S SIDE OF
 CB0705'U.S. HIGHWAY 67, AND ON THE REAGAN-IRION COUNTY LINE.
 CB0705'
 CB0705'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CB0705'DISKS SET IN CONCRETE.
 CB0705'
 CB0705'REFERENCE MARK NO. 1 IS SSE OF STATION, 19 FEET N OF A TWO POLE
 CB0705'POWER LINE WHICH RUNS ABOUT E AND W, AND 92 FEET W OF A GRADED
 CB0705'ROAD.
 CB0705'
 CB0705'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 1 FOOT S OF DIAGONAL
 CB0705'FENCE LINE MENTIONED BELOW AND 110 FEET ALONG SAID FENCE FROM
 CB0705'THE CORNER.
 CB0705'
 CB0705'AZIMUTH MARK IS 0.85 MILE E OF THE STATION SET JUST N OF
 CB0705'RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 67, AND 49 FEET E OF
 CB0705'RIGHT-OF-WAY STATION 47+00.
 CB0705'
 CB0705'REACHED FROM BARNHART BY GOING W ON U.S. HIGHWAY 67 FROM ITS
 CB0705'JUNCTION WITH HIGHWAY 163 FOR 6.6 MILES TO THE REAGAN-IRION
 CB0705'COUNTY LINE AND MARK WHICH IS 20-1/2 FEET S OF S RIGHT-OF-WAY
 CB0705'FENCE LINE, AND 40 FEET SE OF DIAGONAL FENCE CORNER.
 CB0705'
 CB0705'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CB0705
 CB0705                          STATION RECOVERY (1937)
 CB0705
 CB0705'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0705'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 CB0705'FOR LOCATING STATION IS SATISFACTORY.
 CB0705
 CB0705                          STATION RECOVERY (1946)
 CB0705
 CB0705'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1946 (AHC)
 CB0705'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CB0705'DESCRIPTION GOOD.
 CB0705
 CB0705                          STATION RECOVERY (1971)
 CB0705
 CB0705'RECOVERY NOTE BY US AIR FORCE 1971
 CB0705'STATION, R.M. 1, R.M. 2, AND AZIMUTH MARK RECOVERED IN GOOD
 CB0705'CONDITION.
 CB0705'
 CB0705'NEW ROUTE DESCRIPTION FOLLOWS--
 CB0705'
 CB0705'TO REACH FROM THE JUNCTION OF U.S. HWY 67 AND STATE ROAD 137
 CB0705'ON THE WEST SIDE OF BIG LAKE, TX, GO EAST ON U.S. 67 FOR 12.3
 CB0705'MILES TO THE REAGAN-IRION COUNTY LINE AND THE STATION ON THE
 CB0705'RIGHT.
 CB0705
 CB0705                          STATION RECOVERY (1981)
 CB0705
 CB0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0705'THE STATION AND REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH MARK
 CB0705'WERE RECOVERED AS DESCRIBED IN 1935.
 CB0705
 CB0705                          STATION RECOVERY (1981)
 CB0705
 CB0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0705'19.2 KM (11.95 MI) EAST FROM BIG LAKE.
 CB0705'19.2 KM (11.95 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0705'WITH STATE HIGHWAY 137 IN BIG LAKE, AT THE REAGAN-IRION COUNTY LINE,
 CB0705'21.7 METERS (71.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.5
 CB0705'METERS (50.9 FT) SOUTHEAST OF A FENCE CORNER, 14.8 METERS (48.6 FT)
 CB0705'EAST OF A UTILITY POLE WITH TWO GUY WIRES, 9.6 METERS (31.5 FT)
 CB0705'SOUTHWEST OF THE CENTER OF THE COUNTY LINE MARKER AND 4.4 METERS (14.4
 CB0705'FT) SOUTHWEST OF A FENCE.
 CB0705'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CB0705'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 CB0705
 CB0705                          STATION RECOVERY (1999)
 CB0705
 CB0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CB0705'STATION, RM 2, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  RM1
 CB0705'DESTROYED, MONUMENT HEAVILY DAMAGED, DISK MISSING- AZIMUTH MARK IS
 CB0705'0.902 MILES (1.452 KM) EAST OF STATION ON N SIDE OF U.S.  67 AND
 CB0705'MARKED WITH TWO WITNESS POST -DUE TO HEAVY BRUSH AROUND STATION (ON
 CB0705'PRIVATE PROPERTY) STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0709 ***********************************************************************
 CB0709  DESIGNATION -  REAGION AZ MK
 CB0709  PID         -  CB0709
 CB0709  STATE/COUNTY-  TX/IRION
 CB0709  USGS QUAD   -  WITCO (1971)
 CB0709
 CB0709                         *CURRENT SURVEY CONTROL
 CB0709  ___________________________________________________________________
 CB0709* NAD 83(1986)-  31 08 30.     (N)    101 15 38.     (W)     SCALED    
 CB0709* NAVD 88     -       811.906  (meters)    2663.73   (feet)  ADJUSTED  
 CB0709  ___________________________________________________________________
 CB0709  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CB0709  DYNAMIC HT  -         810.724 (meters)    2659.85  (feet)  COMP
 CB0709  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 CB0709
 CB0709  VERT ORDER  -  FIRST     CLASS II
 CB0709
 CB0709.The horizontal coordinates were scaled from a topographic map and have
 CB0709.an estimated accuracy of +/- 6 seconds.
 CB0709
 CB0709.The orthometric height was determined by differential leveling
 CB0709.and adjusted by the National Geodetic Survey in June 1991..
 CB0709
 CB0709.The geoid height was determined by GEOID03.
 CB0709
 CB0709.The dynamic height is computed by dividing the NAVD 88
 CB0709.geopotential number by the normal gravity value computed on the
 CB0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0709.degrees latitude (g = 980.6199 gals.).
 CB0709
 CB0709.The modeled gravity was interpolated from observed gravity values.
 CB0709
 CB0709;                    North         East    Units  Estimated Accuracy
 CB0709;SPC TX C     - 3,163,880.      611,590.      MT  (+/- 180 meters Scaled)
 CB0709
 CB0709                          SUPERSEDED SURVEY CONTROL
 CB0709
 CB0709.No superseded survey control is available for this station.
 CB0709
 CB0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV844475(NAD 83)
 CB0709_MARKER: DZ = AZIMUTH MARK DISK
 CB0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0709_SP_SET: CONCRETE POST
 CB0709_STAMPING: REAGION 1935 AZI
 CB0709_MARK LOGO: CGS   
 CB0709_PROJECTION: PROJECTING 10 CENTIMETERS
 CB0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0709+STABILITY: SURFACE MOTION
 CB0709
 CB0709  HISTORY     - Date     Condition        Report By
 CB0709  HISTORY     - 1935     MONUMENTED       CGS
 CB0709  HISTORY     - 1981     GOOD             NGS
 CB0709
 CB0709                          STATION DESCRIPTION
 CB0709
 CB0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0709'20.6 KM (12.8 MI) EAST FROM BIG LAKE.
 CB0709'20.6 KM (12.8 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0709'WITH STATE HIGHWAY 137 IN BIG LAKE, AT THE SOUTHEAST END OF A HIGHWAY
 CB0709'PULLOUT AND LITTER BARREL AREA, 15.9 METERS (52.2 FT) NORTH-NORTHEAST
 CB0709'OF THE CENTERLINE OF THE HIGHWAY AND 14.9 METERS (48.9 FT)
 CB0709'EAST-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 CB0709'THE MARK IS 0.5 METERS  NNE FROM  A WITNESS POST AND FENCE
 CB0709'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0706 ***********************************************************************
 CB0706  DESIGNATION -  REAGION RM 1
 CB0706  PID         -  CB0706
 CB0706  STATE/COUNTY-  TX/REAGAN
 CB0706  USGS QUAD   -  WITCO (1971)
 CB0706
 CB0706                         *CURRENT SURVEY CONTROL
 CB0706  ___________________________________________________________________
 CB0706* NAD 83(1986)-  31 08 47.     (N)    101 16 25.     (W)     SCALED    
 CB0706* NAVD 88     -       811.017  (meters)    2660.81   (feet)  ADJUSTED  
 CB0706  ___________________________________________________________________
 CB0706  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CB0706  DYNAMIC HT  -         809.837 (meters)    2656.94  (feet)  COMP
 CB0706  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 CB0706
 CB0706  VERT ORDER  -  FIRST     CLASS II
 CB0706
 CB0706.The horizontal coordinates were scaled from a topographic map and have
 CB0706.an estimated accuracy of +/- 6 seconds.
 CB0706
 CB0706.The orthometric height was determined by differential leveling
 CB0706.and adjusted by the National Geodetic Survey in June 1991..
 CB0706
 CB0706.The geoid height was determined by GEOID03.
 CB0706
 CB0706.The dynamic height is computed by dividing the NAVD 88
 CB0706.geopotential number by the normal gravity value computed on the
 CB0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0706.degrees latitude (g = 980.6199 gals.).
 CB0706
 CB0706.The modeled gravity was interpolated from observed gravity values.
 CB0706
 CB0706;                    North         East    Units  Estimated Accuracy
 CB0706;SPC TX C     - 3,164,410.      610,350.      MT  (+/- 180 meters Scaled)
 CB0706
 CB0706                          SUPERSEDED SURVEY CONTROL
 CB0706
 CB0706.No superseded survey control is available for this station.
 CB0706
 CB0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV832480(NAD 83)
 CB0706_MARKER: DR = REFERENCE MARK DISK
 CB0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0706_SP_SET: CONCRETE POST
 CB0706_STAMPING: REAGION NO 1 1935
 CB0706_MARK LOGO: CGS   
 CB0706_PROJECTION: PROJECTING 20 CENTIMETERS
 CB0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0706+STABILITY: SURFACE MOTION
 CB0706
 CB0706  HISTORY     - Date     Condition        Report By
 CB0706  HISTORY     - 1935     MONUMENTED       CGS
 CB0706  HISTORY     - 1981     GOOD             NGS
 CB0706
 CB0706                          STATION DESCRIPTION
 CB0706
 CB0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0706'19.2 KM (11.95 MI) EAST FROM BIG LAKE.
 CB0706'19.2 KM (11.95 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0706'WITH STATE HIGHWAY 317 IN BIG LAKE, AT THE REAGAN-IRION COUNTY LINE,
 CB0706'122.5 METERS (401.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CB0706'85.2 METERS (279.5 FT) SOUTH-SOUTHEAST OF THE STATION MARK, 28.0
 CB0706'METERS (91.9 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH
 CB0706'AND 5.8 METERS (19.0 FT) NORTHWEST OF THE NORTH ONE OF TWO UTILITY
 CB0706'POLES.
 CB0706'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0707 ***********************************************************************
 CB0707  DESIGNATION -  REAGION RM 2
 CB0707  PID         -  CB0707
 CB0707  STATE/COUNTY-  TX/REAGAN
 CB0707  USGS QUAD   -  WITCO (1971)
 CB0707
 CB0707                         *CURRENT SURVEY CONTROL
 CB0707  ___________________________________________________________________
 CB0707* NAD 83(1986)-  31 08 48.     (N)    101 16 26.     (W)     SCALED    
 CB0707* NAVD 88     -       813.591  (meters)    2669.26   (feet)  ADJUSTED  
 CB0707  ___________________________________________________________________
 CB0707  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CB0707  DYNAMIC HT  -         812.407 (meters)    2665.37  (feet)  COMP
 CB0707  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 CB0707
 CB0707  VERT ORDER  -  FIRST     CLASS II
 CB0707
 CB0707.The horizontal coordinates were scaled from a topographic map and have
 CB0707.an estimated accuracy of +/- 6 seconds.
 CB0707
 CB0707.The orthometric height was determined by differential leveling
 CB0707.and adjusted by the National Geodetic Survey in June 1991..
 CB0707
 CB0707.The geoid height was determined by GEOID03.
 CB0707
 CB0707.The dynamic height is computed by dividing the NAVD 88
 CB0707.geopotential number by the normal gravity value computed on the
 CB0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0707.degrees latitude (g = 980.6199 gals.).
 CB0707
 CB0707.The modeled gravity was interpolated from observed gravity values.
 CB0707
 CB0707;                    North         East    Units  Estimated Accuracy
 CB0707;SPC TX C     - 3,164,450.      610,320.      MT  (+/- 180 meters Scaled)
 CB0707
 CB0707                          SUPERSEDED SURVEY CONTROL
 CB0707
 CB0707.No superseded survey control is available for this station.
 CB0707
 CB0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV832480(NAD 83)
 CB0707_MARKER: DR = REFERENCE MARK DISK
 CB0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0707_SP_SET: CONCRETE POST
 CB0707_STAMPING: REAGION NO 2 1935
 CB0707_MARK LOGO: CGS   
 CB0707_PROJECTION: PROJECTING 10 CENTIMETERS
 CB0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0707+STABILITY: SURFACE MOTION
 CB0707
 CB0707  HISTORY     - Date     Condition        Report By
 CB0707  HISTORY     - 1935     MONUMENTED       CGS
 CB0707  HISTORY     - 1981     GOOD             NGS
 CB0707
 CB0707                          STATION DESCRIPTION
 CB0707
 CB0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0707'19.2 KM (11.95 MI) EAST FROM BIG LAKE.
 CB0707'19.2 KM (11.95 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0707'WITH STATE HIGHWAY 137 IN BIG LAKE, AT THE REAGAN-IRION COUNTY LINE,
 CB0707'39.3 METERS (129.0 FT) WEST-NORTHWEST OF THE STATION MARK, 33.5 METERS
 CB0707'(109.9 FT) WEST OF A DIAGONAL FENCE CORNER, 31.1 METERS (102.0 FT)
 CB0707'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 27.6 METERS (90.6 FT)
 CB0707'NORTH OF A UTILITY POLE WITH TWO GUY CABLES AND 0.3 METERS (1.0 FT)
 CB0707'SOUTH OF A FENCE.
 CB0707'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2732 ***********************************************************************
 CS2732  DESIGNATION -  REAGOR
 CS2732  PID         -  CS2732
 CS2732  STATE/COUNTY-  TX/ELLIS
 CS2732  USGS QUAD   -  FORRESTON (1978)
 CS2732
 CS2732                         *CURRENT SURVEY CONTROL
 CS2732  ___________________________________________________________________
 CS2732* NAD 83(1993)-  32 19 34.77506(N)    096 45 26.77180(W)     ADJUSTED  
 CS2732* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 CS2732  ___________________________________________________________________
 CS2732  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 CS2732  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CS2732
 CS2732  HORZ ORDER  -  SECOND
 CS2732
 CS2732.The horizontal coordinates were established by classical geodetic methods
 CS2732.and adjusted by the National Geodetic Survey in February 1996..
 CS2732
 CS2732.The orthometric height was scaled from a topographic map.
 CS2732
 CS2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2732
 CS2732.The geoid height was determined by GEOID03.
 CS2732
 CS2732;                    North         East     Units Scale Factor Converg.
 CS2732;SPC TXNC     - 2,074,511.585   764,059.057   MT  0.99995214   +0 57 01.4
 CS2732;SPC TXNC     - 6,806,126.76  2,506,750.42   sFT  0.99995214   +0 57 01.4
 CS2732;UTM  14      - 3,578,817.193   711,091.692   MT  1.00014953   +1 11 58.7
 CS2732
 CS2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2732!SPC TXNC     -   0.99998042  x   0.99995214  =   0.99993256
 CS2732!UTM  14      -   0.99998042  x   1.00014953  =   1.00012995
 CS2732
 CS2732:                Primary Azimuth Mark                     Grid Az
 CS2732:SPC TXNC     -  BOYCE                                    017 30 07.0
 CS2732:UTM  14      -  BOYCE                                    017 15 09.7
 CS2732
 CS2732|---------------------------------------------------------------------|
 CS2732| PID    Reference Object                     Distance      Geod. Az  |
 CS2732|                                                           dddmmss.s |
 CS2732| CS2690 BOYCE                               APPROX. 6.1 KM 0182708.4 |
 CS2732| CY2953 REAGOR RM 1                          32.888 METERS 16253     |
 CS2732| CY2954 REAGOR RM 2                          36.722 METERS 32926     |
 CS2732| CY2952 REAGOR AZ MK                                       3594300.1 |
 CS2732|---------------------------------------------------------------------|
 CS2732
 CS2732                          SUPERSEDED SURVEY CONTROL
 CS2732
 CS2732  NAD 83(1986)-  32 19 34.78237(N)    096 45 26.75290(W) AD(       ) 2
 CS2732  NAD 27      -  32 19 34.26100(N)    096 45 25.77600(W) AD(       ) 2
 CS2732
 CS2732.Superseded values are not recommended for survey control.
 CS2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2732.See file dsdata.txt to determine how the superseded data were derived.
 CS2732
 CS2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1109278817(NAD 83)
 CS2732_MARKER: DS = TRIANGULATION STATION DISK
 CS2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2732
 CS2732  HISTORY     - Date     Condition        Report By
 CS2732  HISTORY     - 1949     MONUMENTED       CGS
 CS2732  HISTORY     - 1958     GOOD             USGS
 CS2732  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2732
 CS2732                          STATION DESCRIPTION
 CS2732
 CS2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2732'THE STATION IS LOCATED ABOUT 7.0 MILES WEST OF ENNIS, 0.5 MILE
 CS2732'SOUTHEAST OF THE VILLAGE OF REAGOR SPRINGS, IN A Y JUNCTION
 CS2732'OF A GRAVELED ROAD AND U.S. HIGHWAY 287.  IT IS 59 FEET SOUTHWEST
 CS2732'OF THE CENTERLINE OF THE HIGHWAY, 40 FEET EAST OF THE CENTERLINE
 CS2732'OF THE GRAVELED ROAD AND 31 FEET NORTH OF THE FENCE CORNER.
 CS2732'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 CS2732'STAMPED REAGOR 1949.
 CS2732'
 CS2732'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 63 FEET
 CS2732'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH
 CS2732'OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 CS2732'STAMPED REAGOR NO 1 1949.
 CS2732'
 CS2732'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 21 FEET
 CS2732'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 20 FEET NORTH
 CS2732'OF A GATE AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 4
 CS2732'INCHES AND THE DISK IS STAMPED REAGOR NO 2 1949.
 CS2732'
 CS2732'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION, 38
 CS2732'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A
 CS2732'POWERLINE BRACE POLE AND 2 FEET NORTH OF A WITNESS POST.  THE
 CS2732'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 CS2732'STAMPED REAGOR 1949.
 CS2732'
 CS2732'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 287 IN ENNIS,
 CS2732'GO WEST ON HIGHWAY 287 FOR 8.1 MILES TO A GRAVELED ROAD LEFT AT A
 CS2732'CURVE IN HIGHWAY AND THE STATION IN THE ANGLE OF THE ROADS.
 CS2732'CONTINUE NORTHWESTERLY ON HIGHWAY 0.5 MILE TO THE AZIMUTH MARK
 CS2732'ON THE LEFT.
 CS2732'
 CS2732'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2732
 CS2732                          STATION RECOVERY (1958)
 CS2732
 CS2732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2732'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2732'
 CS2732'AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  MARK WAS APPARENTLY
 CS2732'DESTROYED WHEN A PIPE LINE WAS REMOVED ABOUT THREE YEARS AGO.
 CS2732'LOCAL RESIDENT REMEMBERS SEEING THE MARK BEFORE THE PIPE LINE
 CS2732'WAS REMOVED AND HE STATES THAT THE MARK WAS VERY CLOSE TO THE
 CS2732'VICINITY OF THE EXCAVATION FOR THE PIPELINE.
 CS2732
 CS2732                          STATION RECOVERY (2002)
 CS2732
 CS2732'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS2732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0760 ***********************************************************************
 BN0760  DESIGNATION -  REAL
 BN0760  PID         -  BN0760
 BN0760  STATE/COUNTY-  TX/KIMBLE
 BN0760  USGS QUAD   -  OLD NOXVILLE (1974)
 BN0760
 BN0760                         *CURRENT SURVEY CONTROL
 BN0760  ___________________________________________________________________
 BN0760* NAD 83(1993)-  30 17 43.40579(N)    099 28 25.07585(W)     ADJUSTED  
 BN0760* NAVD 88     -       681.09   (+/-2cm)    2234.5    (feet)  VERTCON   
 BN0760  ___________________________________________________________________
 BN0760  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 BN0760  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BN0760
 BN0760  HORZ ORDER  -  SECOND
 BN0760  VERT ORDER  -  THIRD ? (See Below)
 BN0760
 BN0760.The horizontal coordinates were established by classical geodetic methods
 BN0760.and adjusted by the National Geodetic Survey in February 1996..
 BN0760
 BN0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0760.The vertical order pertains to the NGVD 29 superseded value.
 BN0760
 BN0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0760
 BN0760.The geoid height was determined by GEOID03.
 BN0760
 BN0760;                    North         East     Units Scale Factor Converg.
 BN0760;SPC TX C     - 3,070,017.994   782,698.232   MT  0.99995709   +0 26 34.1
 BN0760;SPC TX C     -10,072,217.37  2,567,902.45   sFT  0.99995709   +0 26 34.1
 BN0760;SPC TXSC     - 4,272,965.626   554,436.906   MT  1.00000351   -0 13 55.3
 BN0760;SPC TXSC     -14,018,888.06  1,819,015.08   sFT  1.00000351   -0 13 55.3
 BN0760;UTM  14      - 3,351,612.714   454,454.909   MT  0.99962559   -0 14 20.2
 BN0760
 BN0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0760!SPC TX C     -   0.99989646  x   0.99995709  =   0.99985356
 BN0760!SPC TXSC     -   0.99989646  x   1.00000351  =   0.99989997
 BN0760!UTM  14      -   0.99989646  x   0.99962559  =   0.99952209
 BN0760
 BN0760|---------------------------------------------------------------------|
 BN0760| PID    Reference Object                     Distance      Geod. Az  |
 BN0760|                                                           dddmmss.s |
 BN0760| CV6078 REAL RM 1                            43.828 METERS 00014     |
 BN0760| CV6079 REAL RM 2                            32.303 METERS 09105     |
 BN0760| BN0762 CHIMNEY NEAR STATION HYDE           APPROX. 4.6 KM 1653242.3 |
 BN0760| BN0761 WINDMILL NEAR STATION HYDE          APPROX. 4.5 KM 1660657.3 |
 BN0760| BN0770 TRIANGLE                            APPROX. 4.9 KM 2674121.8 |
 BN0760|---------------------------------------------------------------------|
 BN0760
 BN0760                          SUPERSEDED SURVEY CONTROL
 BN0760
 BN0760  NAD 83(1986)-  30 17 43.41310(N)    099 28 25.06414(W) AD(       ) 2
 BN0760  NAD 27      -  30 17 42.71300(N)    099 28 23.87200(W) AD(       ) 2
 BN0760  NGVD 29 (07/19/86)  681.03   (m)         2234.3    (f) LEVELING    3  
 BN0760
 BN0760.Superseded values are not recommended for survey control.
 BN0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0760.See file dsdata.txt to determine how the superseded data were derived.
 BN0760
 BN0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU5445551613(NAD 83)
 BN0760_MARKER: DS = TRIANGULATION STATION DISK
 BN0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0760
 BN0760  HISTORY     - Date     Condition        Report By
 BN0760  HISTORY     - 1944     MONUMENTED       CGS
 BN0760  HISTORY     - 1965     GOOD             CGS
 BN0760
 BN0760                          STATION DESCRIPTION
 BN0760
 BN0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0760'STATION IS LOCATED 13 MILES W OF HARPER, 6 MILES, AIR LINE,
 BN0760'S OF NEW KNOXVILLE, 3.5 MILES E OF THE JUNCTION OF U.S. HIGHWAY
 BN0760'290 AND STATE HIGHWAY 27, 1 MILE N OF THE KIMBLE-KERR COUNTY
 BN0760'LINE, ON THE N SIDE OF U.S. HIGHWAY 290.  IT IS 57 FEET N OF THE
 BN0760'CENTER LINE OF U.S. HIGHWAY 290, 80 FEET E OF A FENCE CORNER, 5
 BN0760'FEET S OF A FENCELINE, AND 8 FEET WNW OF A 4- BY 4-INCH WOODEN
 BN0760'MARKER POST.
 BN0760'
 BN0760'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BN0760'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 BN0760'IT IS STAMPED REAL 1944.  UNDERGROUND MARK 30 INCHES DOWN.
 BN0760'
 BN0760'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A
 BN0760'BOULDER THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS
 BN0760'STAMPED REAL NO 1 1944.
 BN0760'
 BN0760'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 BN0760'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BN0760'IT IS STAMPED REAL NO 2 1944.
 BN0760'
 BN0760'STATION TRIANGLE, 3 MILES W, SERVES AS AN AZIMUTH MARK.
 BN0760'
 BN0760'TO REACH STATION FROM HARPER POST OFFICE, GO W ON U.S. HIGHWAY
 BN0760'290 FOR 13.4 MILES TO THE TOP OF HIGHEST RIDGE CROSSING
 BN0760'HIGHWAY IN THAT VICINITY AND STATION ON RIGHT.
 BN0760'
 BN0760'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BN0760
 BN0760                          STATION RECOVERY (1965)
 BN0760
 BN0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 BN0760'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 BN0760'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND TO BE
 BN0760'DESTROYED.  TRIANGULATION STATION TRIANGLE WHICH SERVES AS
 BN0760'THE AZIMUTH MARK WAS REPAIRED AT THE ORIGINAL POSITION.  THE
 BN0760'ORIGINAL DESCRIPTION AND THE TO REACH ARE ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0226 ***********************************************************************
 AJ0226  DESIGNATION -  REALITOS NORTH BASE OLD
 AJ0226  PID         -  AJ0226
 AJ0226  STATE/COUNTY-  TX/DUVAL
 AJ0226  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0226
 AJ0226                         *CURRENT SURVEY CONTROL
 AJ0226  ___________________________________________________________________
 AJ0226* NAD 83(1993)-  27 28 02.19874(N)    098 29 57.57736(W)     ADJUSTED  
 AJ0226* NAVD 88     -       129.713  (meters)     425.57   (feet)  ADJUSTED  
 AJ0226  ___________________________________________________________________
 AJ0226  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AJ0226  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AJ0226  DYNAMIC HT  -         129.508 (meters)     424.89  (feet)  COMP
 AJ0226  MODELED GRAV-     979,062.8   (mgal)                       NAVD 88
 AJ0226
 AJ0226  HORZ ORDER  -  FIRST
 AJ0226  VERT ORDER  -  SECOND    CLASS 0
 AJ0226
 AJ0226.The horizontal coordinates were established by classical geodetic methods
 AJ0226.and adjusted by the National Geodetic Survey in February 1996..
 AJ0226
 AJ0226.The orthometric height was determined by differential leveling
 AJ0226.and adjusted by the National Geodetic Survey in June 1991..
 AJ0226
 AJ0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ0226
 AJ0226.The geoid height was determined by GEOID03.
 AJ0226
 AJ0226.The dynamic height is computed by dividing the NAVD 88
 AJ0226.geopotential number by the normal gravity value computed on the
 AJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0226.degrees latitude (g = 980.6199 gals.).
 AJ0226
 AJ0226.The modeled gravity was interpolated from observed gravity values.
 AJ0226
 AJ0226;                    North         East     Units Scale Factor Converg.
 AJ0226;SPC TX S     - 5,199,494.745   300,066.511   MT  0.99992777   +0 00 01.1
 AJ0226;SPC TX S     -17,058,675.68    984,468.21   sFT  0.99992777   +0 00 01.1
 AJ0226;UTM  14      - 3,038,291.932   549,467.757   MT  0.99963021   +0 13 51.4
 AJ0226
 AJ0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ0226!SPC TX S     -   0.99998362  x   0.99992777  =   0.99991140
 AJ0226!UTM  14      -   0.99998362  x   0.99963021  =   0.99961384
 AJ0226
 AJ0226|---------------------------------------------------------------------|
 AJ0226| PID    Reference Object                     Distance      Geod. Az  |
 AJ0226|                                                           dddmmss.s |
 AJ0226| CV2864 REALITOS NORTH BASE RM 1             43.270 METERS 03034     |
 AJ0226| AJ0230 REALITOS NORTH BASE RM 4             10.335 METERS 03436     |
 AJ0226| CV2863 REALITOS NORTH BASE RM 2             34.314 METERS 17220     |
 AJ0226| CV2862 REALITOS NORTH BASE AZ MK                          2312053.5 |
 AJ0226| CV2861 REALITOS NORTH BASE AZ MK RESET                    2312051.7 |
 AJ0226| AJ0229 REALITOS NORTH BASE RM 3             24.595 METERS 26113     |
 AJ0226|---------------------------------------------------------------------|
 AJ0226
 AJ0226                          SUPERSEDED SURVEY CONTROL
 AJ0226
 AJ0226  NAD 83(1986)-  27 28 02.20453(N)    098 29 57.55124(W) AD(       ) 1
 AJ0226  NAD 27      -  27 28 01.07900(N)    098 29 56.50300(W) AD(       ) 1
 AJ0226  NGVD 29 (??/??/92)  129.783  (m)          425.80   (f) ADJ UNCH    2 0
 AJ0226
 AJ0226.Superseded values are not recommended for survey control.
 AJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0226.See file dsdata.txt to determine how the superseded data were derived.
 AJ0226
 AJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4946838292(NAD 83)
 AJ0226_MARKER: DS = TRIANGULATION STATION DISK
 AJ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0226_SP_SET: CONCRETE POST
 AJ0226_STAMPING: REALITOS NORTH BASE 1935
 AJ0226_MARK LOGO: CGS   
 AJ0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0226+STABILITY: SURFACE MOTION
 AJ0226
 AJ0226  HISTORY     - Date     Condition        Report By
 AJ0226  HISTORY     - 1935     MONUMENTED       CGS
 AJ0226  HISTORY     - 1942     GOOD             CGS
 AJ0226  HISTORY     - 1942     GOOD             NGS
 AJ0226  HISTORY     - 1950     GOOD             CGS
 AJ0226  HISTORY     - 1959     GOOD             CGS
 AJ0226  HISTORY     - 1961     GOOD             CGS
 AJ0226  HISTORY     - 1967     GOOD             CGS
 AJ0226  HISTORY     - 1974     GOOD             NGS
 AJ0226  HISTORY     - 1974     GOOD             NGS
 AJ0226
 AJ0226                          STATION DESCRIPTION
 AJ0226
 AJ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ0226'STATION IS 2-3/4 MILES NE OF REALITOS AND 10-1/4 MILES SW
 AJ0226'OF BENAVIDES, ON THE E SIDE OF THE TEXAS-MEXICAN RAILROAD, 41
 AJ0226'FEET W OF CENTER LINE OF HIGHWAY, 1/4 MILE N OF MILEPOST
 AJ0226'NO. 79.
 AJ0226'
 AJ0226'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 AJ0226'SET IN CONCRETE.
 AJ0226'
 AJ0226'SURFACE MARK PROJECTS 8 INCHES ABOVE GROUND.
 AJ0226'
 AJ0226'UNDERGROUND MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE
 AJ0226'IN BEDROCK.
 AJ0226'
 AJ0226'REFERENCE MARK NO. 1 IS N OF STATION, 44 FEET E OF CENTER
 AJ0226'LINE OF TRACK, AND PROJECTS 8 INCHES ABOVE GROUND.
 AJ0226'
 AJ0226'REFERENCE MARK NO. 2 IS SE OF STATION, 1 FOOT W OF FENCE,
 AJ0226'45 FEET E OF CENTER LINE OF HIGHWAY, AND PROJECTS 6 INCHES
 AJ0226'ABOVE GROUND.
 AJ0226'
 AJ0226'AZIMUTH MARK IS 0.5 MILE S OF STATION, 25 FEET E OF CENTER
 AJ0226'LINE OF TRACK, 87 FEET W OF CENTER LINE OF ROAD (STATE HIGHWAY
 AJ0226'12), AND PROJECTS 8 INCHES ABOVE GROUND.  TO REACH AZIMUTH FROM
 AJ0226'STATION, GO 0.5 MILE S ON STATE HIGHWAY 12 TO MARK ON RIGHT.
 AJ0226'
 AJ0226'TO REACH STATION FROM J.M. BENAVIDES STORE IN REALITOS, GO N ON
 AJ0226'STATE HIGHWAY 12 FOR 2.4 MILES TO MARK ON LEFT, IN RAILROAD
 AJ0226'RIGHT-OF-WAY.
 AJ0226'
 AJ0226'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 AJ0226
 AJ0226                          STATION RECOVERY (1942)
 AJ0226
 AJ0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AJ0226'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AJ0226'
 AJ0226'STATION IS ABOUT 2.2 MILES NE OF THE MISSOURI PACIFIC RAILROAD
 AJ0226'STATION AT REALITOS, ALONG THE MISSOURI PACIFIC RIGHT-OF-WAY,
 AJ0226'ABOUT 0.2 MILE NE OF MILE POLE NO. 79, 40.0 FEET N OF THE
 AJ0226'CENTERLINE OF THE TRACKS, 66.0 FEET S OF THE CENTERLINE
 AJ0226'OF U.S. HIGHWAY NO. 59 AND 3.0 FEET W OF A 4X4-INCH WOODEN
 AJ0226'MARKER POST.  STATION IS STAMPED NORTH BASE REALITOS
 AJ0226'1935.  THE MONUMENT PROJECTS 0.6 FOOT.
 AJ0226'
 AJ0226'R.M. NO. 1 IS ABOUT 112.0 FEET E OF THE STATION.
 AJ0226'R.M. IS STAMPED NORTH BASE REALITOS NO. 1 1935.  THE MONUMENT
 AJ0226'PROJECTS 0.6 FOOT.
 AJ0226'
 AJ0226'R.M. NO. 2 IS ABOUT 108.0 FEET S OF THE STATION.
 AJ0226'R.M. IS STAMPED NORTH BASE REALITOS NO. 2 1935.  THE MONUMENT
 AJ0226'PROJECTS 0.6 FOOT.
 AJ0226
 AJ0226                          STATION RECOVERY (1942)
 AJ0226
 AJ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AJ0226'2.2 MI NE FROM REALITOS.
 AJ0226'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT REALITOS--
 AJ0226'PROCEED 2.2 MILES NORTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD TO
 AJ0226'THE SITE OF THE STATION.  STATION IS ABOUT 0.2 MILE NORTHEAST OF MILE
 AJ0226'POLE NO. 79, 40.0 FEET NORTH OF THE CENTERLINE OF THE TRACKS AND ABOUT
 AJ0226'66.0 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 59.  IT IS 3.0
 AJ0226'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6
 AJ0226'FOOT.
 AJ0226
 AJ0226                          STATION RECOVERY (1950)
 AJ0226
 AJ0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 AJ0226'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 AJ0226'DESCRIPTION GOOD.
 AJ0226
 AJ0226                          STATION RECOVERY (1959)
 AJ0226
 AJ0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 AJ0226'THE AZIMUTH MARK TO THIS STATION WAS FOUND PULLED OUT OF THE
 AJ0226'GROUND AND LYING ALONG THE AREA BETWEEN THE RAILROAD AND
 AJ0226'THE HIGHWAY.  THE DISK WAS SALVAGED.
 AJ0226
 AJ0226                          STATION RECOVERY (1961)
 AJ0226
 AJ0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ0226'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 AJ0226'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 AJ0226'AND REFERENCE MARK NO. 1 WAS SEARCHED FOR, BUT NOT RECOVERED.
 AJ0226'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.
 AJ0226'THE TO REACH WAS ADEQUATE.  A NEW AZIMUTH MARK AND REFERENCE
 AJ0226'MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.  A NEW TO REACH FOR
 AJ0226'THE AZIMUTH MARK AND A DESCRIPTION FOR THE AZIMUTH MARK AND
 AJ0226'REFERENCE MARK NO. 3 FOLLOWS.
 AJ0226'
 AJ0226'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED REALITOS NORTH
 AJ0226'BASE NO 3 1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ0226'3 INCHES.  IT IS 90 FEET NORTHWEST OF THE CENTER OF STATE
 AJ0226'HIGHWAY 359, 15 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 AJ0226'RAILROAD AND 14 FEET NORTHEAST OF A TRACK ROAD.
 AJ0226'
 AJ0226'AZIMUTH MARK, A STANDARD DISK STAMPED REALITOS NORTH BASE 1935
 AJ0226'RESET 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ0226'4 INCHES.  IT IS 72 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 AJ0226'359,30 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD,
 AJ0226'2.7 FEET WEST OF A METAL WITNESS POST AND 2.5 FEET NORTHWEST OF A
 AJ0226'TELEPHONE POLE.
 AJ0226'
 AJ0226'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 AJ0226'ON STATE HIGHWAY 359 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 AJ0226'RIGHT.
 AJ0226'
 AJ0226'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ0226
 AJ0226                          STATION RECOVERY (1967)
 AJ0226
 AJ0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WJS)
 AJ0226'CHANGE OF DESCRIPTION--
 AJ0226'
 AJ0226'STATION IS 2.2. MILES NE ALONG THE TEXAS MEXICAN RAILWAY FROM
 AJ0226'REALITOS, DUVAL COUNTY, 0.2 MILES NE OF MILEPOST 79, 80
 AJ0226'FEET E.OF DRIVE TO RANCH, 40 FEET N OF THE CENTERLINE OF TEXAS
 AJ0226'HIGHWAY 359, AND 3 FEET W OF A WOODEN WITNESS POST.  A STANDARD
 AJ0226'TRIANGULATION STATION DISK STAMPED NORTH BASE REALITOS 1935
 AJ0226'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FEET
 AJ0226'ABOVE GROUND.
 AJ0226'
 AJ0226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.2
 AJ0226'MILES NE OF REALITOS
 AJ0226
 AJ0226                          STATION RECOVERY (1974)
 AJ0226
 AJ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ0226'THE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK
 AJ0226'WERE RECOVERED.  PART OF THE CONCRETE MONUMENT FOR REFERENCE
 AJ0226'MARK 3 HAD BEEN CHIPPED OFF BUT THE MARK APPEARED TO BE SOLID.
 AJ0226'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED THE
 AJ0226'OLD DATA.  THE DIRECTION TO THE AZIMUTH MARK CHECKED THE OLD
 AJ0226'DATA.  A REFERENCE MARK 4 WAS ESTABLISHED.  FOLLOWING IS
 AJ0226'A NEW DESCRIPTION.
 AJ0226'
 AJ0226'THE STATION IS ABOUT 11 MILES EAST AND 11 MILES NORTH OF
 AJ0226'HEBBRONVILLE, 1-1/2 MILES NORTH AND 1-3/4 MILES EAST OF
 AJ0226'REALITOS, ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 359,
 AJ0226'BETWEEN THE RAILROAD AND HIGHWAY.
 AJ0226'
 AJ0226'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 359
 AJ0226'AND FARM ROAD 716 IN REALITOS, GO NORTHEAST ON STATE HIGHWAY
 AJ0226'359 FOR 1.9 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 AJ0226'NORTHEAST ON HIGHWAY 359 FOR 0.5 MILE TO THE STATION ON THE
 AJ0226'LEFT.
 AJ0226'
 AJ0226'STATION MARK IS A STANDARD DISK, STAMPED REALITOS NORTH BASE
 AJ0226'1935, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AJ0226'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 64.0 FEET
 AJ0226'SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD TRACK, 40.0 FEET
 AJ0226'NORTHWEST OF THE CENTER OF STATE HIGHWAY 359 AND 33.0 FEET
 AJ0226'SOUTHEAST OF A TELEPHONE LINE POLE NUMBERED 2302.
 AJ0226'
 AJ0226'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REALITOS NORTH
 AJ0226'BASE NO 2 1935, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ0226'MONUMENT, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 AJ0226'48.0 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 359, 34.6
 AJ0226'FEET NORTHEAST OF A POWER LINE POLE, 1.8 FEET NORTHWEST
 AJ0226'OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST AND ABOUT 1 FOOT
 AJ0226'LOWER THAN THE STATION.
 AJ0226'
 AJ0226'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED REALITOS NORTH
 AJ0226'BASE NO 3 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 AJ0226'MONUMENT, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 88.0
 AJ0226'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 359, 65.0 FEET
 AJ0226'WEST OF TELEPHONE LINE POLE NUMBERED 2302, 15.0 FEET SOUTHEAST
 AJ0226'OF THE SOUTH RAIL OF THE RAILROAD TRACK, 11.0 FEET EAST OF
 AJ0226'THE CENTER OF A TRACK ROAD, ABOUT THE SAME ELEVATION AS THE
 AJ0226'STATION.
 AJ0226'
 AJ0226'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED REALITOS NORTH
 AJ0226'BASE 1935 NO 4 1974, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP,
 AJ0226'THAT IS FLUSH WITH THE GROUND.  IT IS 59.0 FEET SOUTHEAST OF
 AJ0226'THE SOUTH RAIL OF THE RAILROAD TRACK, 43.5 FEET TELEPHONE LINE
 AJ0226'POLE NUMBERED 2302, 45.0 FEET NORTHWEST OF THE CENTER OF STATE
 AJ0226'HIGHWAY 359 AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AJ0226'
 AJ0226'AZIMUTH MARK IS A STANDARD DISK, STAMPED REALITOS NORTH BASE
 AJ0226'1935 RESET 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 AJ0226'MONUMENT, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 AJ0226'72.0 FEET NORTH OF THE CENTER OF STATE HIGHWAY 359, 2.6 FEET
 AJ0226'NORTHWEST OF A WITNESS POST AND 2.3 FEET NORTH OF A TELEPHONE
 AJ0226'LINE POLE.
 AJ0226'
 AJ0226'HEIGHT OF LIGHT ABOVE STATION MARK 10.0 FEET.
 AJ0226'
 AJ0226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 AJ0226'NORTHEAST OF REALITOS.
 AJ0226
 AJ0226                          STATION RECOVERY (1974)
 AJ0226
 AJ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AJ0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0228 ***********************************************************************
 AJ0228  FBN         -  This is a Federal Base Network Control Station.
 AJ0228  DESIGNATION -  REALITOS NORTH BASE RM 2
 AJ0228  PID         -  AJ0228
 AJ0228  STATE/COUNTY-  TX/DUVAL
 AJ0228  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0228
 AJ0228                         *CURRENT SURVEY CONTROL
 AJ0228  ___________________________________________________________________
 AJ0228* NAD 83(1993)-  27 28 01.09726(N)    098 29 57.40933(W)     ADJUSTED  
 AJ0228* NAVD 88     -       129.257  (meters)     424.07   (feet)  ADJUSTED  
 AJ0228  ___________________________________________________________________
 AJ0228  X           -    -837,018.628 (meters)                     COMP
 AJ0228  Y           -  -5,601,103.647 (meters)                     COMP
 AJ0228  Z           -   2,924,271.280 (meters)                     COMP
 AJ0228  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AJ0228  ELLIP HEIGHT-         103.80  (meters)          (05/01/00) GPS OBS
 AJ0228  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AJ0228  DYNAMIC HT  -         129.053 (meters)     423.40  (feet)  COMP
 AJ0228  MODELED GRAV-     979,062.7   (mgal)                       NAVD 88
 AJ0228
 AJ0228  HORZ ORDER  -  A
 AJ0228  VERT ORDER  -  SECOND    CLASS 0
 AJ0228  ELLP ORDER  -  THIRD     CLASS I
 AJ0228
 AJ0228.The horizontal coordinates were established by GPS observations
 AJ0228.and adjusted by the National Geodetic Survey in May 2000..
 AJ0228
 AJ0228.The orthometric height was determined by differential leveling
 AJ0228.and adjusted by the National Geodetic Survey in June 1991..
 AJ0228
 AJ0228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ0228
 AJ0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ0228
 AJ0228.The ellipsoidal height was determined by GPS observations
 AJ0228.and is referenced to NAD 83.
 AJ0228
 AJ0228.The geoid height was determined by GEOID03.
 AJ0228
 AJ0228.The dynamic height is computed by dividing the NAVD 88
 AJ0228.geopotential number by the normal gravity value computed on the
 AJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0228.degrees latitude (g = 980.6199 gals.).
 AJ0228
 AJ0228.The modeled gravity was interpolated from observed gravity values.
 AJ0228
 AJ0228;                    North         East     Units Scale Factor Converg.
 AJ0228;SPC TX S     - 5,199,460.843   300,071.124   MT  0.99992773   +0 00 01.2
 AJ0228;SPC TX S     -17,058,564.45    984,483.35   sFT  0.99992773   +0 00 01.2
 AJ0228;UTM  14      - 3,038,258.059   549,472.506   MT  0.99963021   +0 13 51.4
 AJ0228
 AJ0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ0228!SPC TX S     -   0.99998369  x   0.99992773  =   0.99991143
 AJ0228!UTM  14      -   0.99998369  x   0.99963021  =   0.99961391
 AJ0228
 AJ0228                          SUPERSEDED SURVEY CONTROL
 AJ0228
 AJ0228  NAVD 88 (05/01/00)  129.26   (m)          424.1    (f) LEVELING    3  
 AJ0228  NGVD 29 (??/??/92)  129.328  (m)          424.30   (f) ADJ UNCH    2 0
 AJ0228
 AJ0228.Superseded values are not recommended for survey control.
 AJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0228.See file dsdata.txt to determine how the superseded data were derived.
 AJ0228
 AJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4947338258(NAD 83)
 AJ0228_MARKER: DR = REFERENCE MARK DISK
 AJ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0228_STAMPING: REALITOS NORTH BASE NO 2 1935
 AJ0228_MARK LOGO: CGS   
 AJ0228_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0228+STABILITY: SURFACE MOTION
 AJ0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ0228+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1998
 AJ0228
 AJ0228  HISTORY     - Date     Condition        Report By
 AJ0228  HISTORY     - 1974     MONUMENTED       NOS
 AJ0228  HISTORY     - 1942     GOOD             NGS
 AJ0228  HISTORY     - 1974     GOOD             NGS
 AJ0228  HISTORY     - 19980321 GOOD             NGS
 AJ0228
 AJ0228                          STATION DESCRIPTION
 AJ0228
 AJ0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0228'2.2 MI NE FROM REALITOS.
 AJ0228'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT REALITOS--
 AJ0228'PROCEED 2.2 MILES NORTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD TO
 AJ0228'THE SITE OF THE REFERENCE MARK.  REFERENCE MARK IS ALONG THE MISSOURI
 AJ0228'PACIFIC RAILROAD RIGHT-OF-WAY, ABOUT 108.0 FEET SOUTH OF THE
 AJ0228'TRIANGULATION STATION.  THE MONUMENT PROJECTS 0.6 FOOT.
 AJ0228
 AJ0228                          STATION RECOVERY (1974)
 AJ0228
 AJ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AJ0228'RECOVERED IN GOOD CONDITION.
 AJ0228
 AJ0228                          STATION RECOVERY (1998)
 AJ0228
 AJ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AJ0228'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF
 AJ0228'HEBRONVILLE, 16.1 KM (10.00 MI) SOUTHWEST OF BENAVIDES, 5.0 KM (3.10
 AJ0228'MI) NORTHEAST OF REALITOS ON THE SOUTHEAST SIDE OF STATE HIGHWAY 359.
 AJ0228'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION, 11TH AND BRAZOS,
 AJ0228'AUSTIN, TX.  TO REACH THE STATION FORM THE JUNCTION OF STATE HIGHWAY
 AJ0228'359, VIGGIE STREET, AND STATE HIGHWAY 16, SMITH AVENUE, IN
 AJ0228'HEBRONVILLE, GO EAST ON HIGHWAY 359 FOR 0.6 KM (0.35 MI) TO A
 AJ0228'T-JUNCTION.  TURN LEFT AND GO NORTHEAST ON HIGHWAY 359 FOR 21.1 KM
 AJ0228'(13.10 MI) TO FARM ROAD 716 IN REALITOS.  CONTINUE AHEAD FOR 3.5 KM
 AJ0228'(2.15 MI) TO CONCEPTION CREEK.  CONTINUE AHEAD FOR 0.5 KM (0.30 MI) TO
 AJ0228'A DIRT ENTRANCE ROAD TO THE TRABAJO OURO RANCH ON THE LEFT AND THE
 AJ0228'STATION ON THE RIGHT.  THE STATION IS A CGS REFERENCE MARK DISK SET IN
 AJ0228'A 30 CM ROUND CONCRETE MONUMENT THAT PROJECTS 5 CM.  IT IS 47.5 M
 AJ0228'(155.8 FT) SOUTHEAST FROM REALITOS NORTH BASE RM 3, 34.3 M (112.5 FT)
 AJ0228'SOUTH FROM THE SUB-SURFACE MARK FOR REALITOS NORTH BASE, 14.6 M (47.9
 AJ0228'FT) SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 10.5 M (34.4 FT)
 AJ0228'NORTHEAST FROM A WOOD UTILITY POLE, AND 0.4 M (1.3 FT) NORTHWEST FROM
 AJ0228'A METAL CGS WITNESS POST AT A 1.5 M (4.9 FT) HIGH WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0229 ***********************************************************************
 AJ0229  DESIGNATION -  REALITOS NORTH BASE RM 3
 AJ0229  PID         -  AJ0229
 AJ0229  STATE/COUNTY-  TX/DUVAL
 AJ0229  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0229
 AJ0229                         *CURRENT SURVEY CONTROL
 AJ0229  ___________________________________________________________________
 AJ0229* NAD 83(1986)-  27 28 02.     (N)    098 29 57.     (W)     SCALED    
 AJ0229* NAVD 88     -       129.85   (+/-2cm)     426.0    (feet)  VERTCON   
 AJ0229  ___________________________________________________________________
 AJ0229  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AJ0229
 AJ0229  VERT ORDER  -  THIRD (See Below)
 AJ0229
 AJ0229.The horizontal coordinates were scaled from a topographic map and have
 AJ0229.an estimated accuracy of +/- 6 seconds.
 AJ0229
 AJ0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0229.The vertical order pertains to the NGVD 29 superseded value.
 AJ0229
 AJ0229.The geoid height was determined by GEOID03.
 AJ0229
 AJ0229;                    North         East    Units  Estimated Accuracy
 AJ0229;SPC TX S     - 5,199,490.      300,080.      MT  (+/- 180 meters Scaled)
 AJ0229
 AJ0229                          SUPERSEDED SURVEY CONTROL
 AJ0229
 AJ0229  NGVD 29 (01/29/03)  129.92   (m)          426.2    (f) RESET       3  
 AJ0229
 AJ0229.Superseded values are not recommended for survey control.
 AJ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0229.See file dsdata.txt to determine how the superseded data were derived.
 AJ0229
 AJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR494382(NAD 83)
 AJ0229_MARKER: DR = REFERENCE MARK DISK
 AJ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0229_STAMPING: REALITOS NORTH BASE NO. 3 1935
 AJ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0229+STABILITY: SURFACE MOTION
 AJ0229
 AJ0229  HISTORY     - Date     Condition        Report By
 AJ0229  HISTORY     - 1961     MONUMENTED       CGS
 AJ0229  HISTORY     - 1974     GOOD             NGS
 AJ0229
 AJ0229                          STATION DESCRIPTION
 AJ0229
 AJ0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AJ0229'2.5 MI NE FROM REALITOS.
 AJ0229'MARK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 AJ0229'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 88.0 FEET NORTHWEST OF THE
 AJ0229'CENTER OF STATE HIGHWAY 359, 65.0 FEET WEST OF TELEPHONE LINE POLE
 AJ0229'NUMBERED 2302, 15.0 FEET SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD
 AJ0229'TRACK, 11.0 FEET EAST OF THE CENTER OF A TRACK ROAD.  TO REACH THE
 AJ0229'MARK FROM THE JUNCTION OF STATE HIGHWAY 359 AND FARM ROAD 716 IN
 AJ0229'REALITOS, GO NORTHEAST ON STATE HIGHWAY 359 FOR 2.4 MILES TO THE MARK
 AJ0229'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0230 ***********************************************************************
 AJ0230  DESIGNATION -  REALITOS NORTH BASE RM 4
 AJ0230  PID         -  AJ0230
 AJ0230  STATE/COUNTY-  TX/DUVAL
 AJ0230  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0230
 AJ0230                         *CURRENT SURVEY CONTROL
 AJ0230  ___________________________________________________________________
 AJ0230* NAD 83(1986)-  27 28 02.     (N)    098 29 57.     (W)     SCALED    
 AJ0230* NAVD 88     -       129.29   (+/-2cm)     424.2    (feet)  VERTCON   
 AJ0230  ___________________________________________________________________
 AJ0230  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AJ0230
 AJ0230  VERT ORDER  -  THIRD (See Below)
 AJ0230
 AJ0230.The horizontal coordinates were scaled from a topographic map and have
 AJ0230.an estimated accuracy of +/- 6 seconds.
 AJ0230
 AJ0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0230.The vertical order pertains to the NGVD 29 superseded value.
 AJ0230
 AJ0230.The geoid height was determined by GEOID03.
 AJ0230
 AJ0230;                    North         East    Units  Estimated Accuracy
 AJ0230;SPC TX S     - 5,199,490.      300,080.      MT  (+/- 180 meters Scaled)
 AJ0230
 AJ0230                          SUPERSEDED SURVEY CONTROL
 AJ0230
 AJ0230  NGVD 29 (01/29/03)  129.36   (m)          424.4    (f) RESET       3  
 AJ0230
 AJ0230.Superseded values are not recommended for survey control.
 AJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0230.See file dsdata.txt to determine how the superseded data were derived.
 AJ0230
 AJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR494382(NAD 83)
 AJ0230_MARKER: DR = REFERENCE MARK DISK
 AJ0230_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0230_SP_SET: ROCK OUTCROP
 AJ0230_STAMPING: REALITOS NORTH BASE 1935 NO. 4 1974
 AJ0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0230+STABILITY: POSITION/ELEVATION WELL
 AJ0230
 AJ0230  HISTORY     - Date     Condition        Report By
 AJ0230  HISTORY     - 1974     MONUMENTED       NGS
 AJ0230
 AJ0230                          STATION DESCRIPTION
 AJ0230
 AJ0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AJ0230'2.5 MI NE FROM REALITOS.
 AJ0230'MARK IS CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH
 AJ0230'THE GROUND.  IT IS 59.0 FEET SOUTHEAST OF THE SOUTH RAIL OF THE
 AJ0230'RAILROAD TRACK, 43.5 FEET EAST OF TELEPHONE LINE POLE NUMBERED 2302,
 AJ0230'45.0 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 359.  TO REACH THE
 AJ0230'MARK FROM THE JUNCTION OF STATE HIGHWAY 359 AND FARM ROAD 716 IN
 AJ0230'REALITOS, GO NORTHEAST ON STATE HIGHWAY 359 FOR 2.4 MILES TO THE MARK
 AJ0230'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1515 ***********************************************************************
 AJ1515  DESIGNATION -  REALITOS NORTH BASE
 AJ1515  PID         -  AJ1515
 AJ1515  STATE/COUNTY-  TX/DUVAL
 AJ1515  USGS QUAD   -  CONCEPCION NW (1968)
 AJ1515
 AJ1515                         *CURRENT SURVEY CONTROL
 AJ1515  ___________________________________________________________________
 AJ1515* NAD 83(1993)-  27 28 03.13534(N)    098 29 56.81106(W)     ADJUSTED  
 AJ1515* NAVD 88     -       130.0    (meters)     427.     (feet)  GPS OBS   
 AJ1515  ___________________________________________________________________
 AJ1515  X           -    -836,998.161 (meters)                     COMP
 AJ1515  Y           -  -5,601,077.825 (meters)                     COMP
 AJ1515  Z           -   2,924,327.137 (meters)                     COMP
 AJ1515  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AJ1515  ELLIP HEIGHT-         104.22  (meters)          (10/24/00) GPS OBS
 AJ1515  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AJ1515
 AJ1515  HORZ ORDER  -  B
 AJ1515  ELLP ORDER  -  FOURTH    CLASS II
 AJ1515
 AJ1515.The horizontal coordinates were established by GPS observations
 AJ1515.and adjusted by the National Geodetic Survey in May 1994..
 AJ1515
 AJ1515.The orthometric height was determined by GPS observations and a
 AJ1515.high-resolution geoid model.
 AJ1515
 AJ1515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1515
 AJ1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1515
 AJ1515.The ellipsoidal height was determined by GPS observations
 AJ1515.and is referenced to NAD 83.
 AJ1515
 AJ1515.The geoid height was determined by GEOID03.
 AJ1515
 AJ1515;                    North         East     Units Scale Factor Converg.
 AJ1515;SPC TX S     - 5,199,523.572   300,087.549   MT  0.99992781   +0 00 01.4
 AJ1515;SPC TX S     -17,058,770.25    984,537.23   sFT  0.99992781   +0 00 01.4
 AJ1515;UTM  14      - 3,038,320.835   549,488.673   MT  0.99963023   +0 13 51.7
 AJ1515
 AJ1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1515!SPC TX S     -   0.99998363  x   0.99992781  =   0.99991144
 AJ1515!UTM  14      -   0.99998363  x   0.99963023  =   0.99961386
 AJ1515
 AJ1515                          SUPERSEDED SURVEY CONTROL
 AJ1515
 AJ1515  ELLIP H (05/09/94)  104.36   (m)                       GP(       ) 4 2
 AJ1515  NAVD 88 (05/09/94)  129.71   (m)          425.6    (f) LEVELING    3  
 AJ1515
 AJ1515.Superseded values are not recommended for survey control.
 AJ1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1515.See file dsdata.txt to determine how the superseded data were derived.
 AJ1515
 AJ1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4948938321(NAD 83)
 AJ1515_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1515_STAMPING: NORTH BASE REALITOS 1935
 AJ1515_MARK LOGO: CGS   
 AJ1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1515+STABILITY: SURFACE MOTION
 AJ1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1515+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1995
 AJ1515
 AJ1515  HISTORY     - Date     Condition        Report By
 AJ1515  HISTORY     - UNK      MONUMENTED
 AJ1515  HISTORY     - UNK      GOOD
 AJ1515  HISTORY     - 19930312 GOOD
 AJ1515  HISTORY     - 19950820 GOOD             NGS
 AJ1515
 AJ1515                          STATION DESCRIPTION
 AJ1515
 AJ1515'DESCRIBED UNK
 AJ1515'RECOVERED IN GOOD CONDITION.
 AJ1515
 AJ1515                          STATION RECOVERY (1993)
 AJ1515
 AJ1515'RECOVERED 1993
 AJ1515'STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHEAST OF REALITOS, 23 KM
 AJ1515'(14.30 MI) SOUTHWEST OF BENAVIDES, ALONG STATE HIGHWAY 359, ON THE
 AJ1515'RIGHT-OF-WAY, AT MILE 504, ON THE EDGE OF OLD SECTION OF HIGHWAY USED
 AJ1515'FOR GRAVEL STORAGE, JUST NORTHEAST OF AN ENTRANCE TO THE TRABAJO OURO
 AJ1515'RANCH, ACROSS HIGHWAY FROM A PIPE GATE, AND ON THE INSIDE OF A SLIGHT
 AJ1515'CURVE.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 AJ1515'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 359 AND FARM ROAD 716 IN
 AJ1515'REALITOS, GO NORTHEAST ON STATE HIGHWAY 359 FOR 3.31 KM (2.05 MI) TO
 AJ1515'THE BRIDGE OVER CONCEPCION CREEK.  CONTINUE AHEAD FOR 0.51 KM
 AJ1515'(0.30 MI) TO A DIRT ROAD LEFT LEADING TO THE TRABAJO OURO RANCH.
 AJ1515'CONTINUE AHEAD FOR 0.07 KM (0.05 MI) TO THE STATION ON THE LEFT.
 AJ1515'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 AJ1515'PROJECTING 40 CM ABOVE GROUND.  IT IS 16.3 M (53.5 FT) NORTHWEST OF
 AJ1515'THE HIGHWAY CENTER, 58.8 M (192.9 FT) NORTHEAST OF THE DIRT ROAD
 AJ1515'CENTER, 0.5 M (1.6 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AND
 AJ1515'39.1 M (128.3 FT) NORTH OF A UTILITY GUY POLE ACROSS THE HIGHWAY.
 AJ1515
 AJ1515                          STATION RECOVERY (1995)
 AJ1515
 AJ1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AJ1515'THE STATION IS LOCATED ABOUT 17.6 KM (10.95 MI) NORTHEAST OF
 AJ1515'HEBBRONVILLE, AND 2.0 KM (1.25 MI) EAST OF REALITOS, ON THE NORTH
 AJ1515'RIGHT-OF-WAY OF STATE HIGHWAY 359 BETWEEN THE HIGHWAY AND RAILROAD
 AJ1515'TRACKS.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 359
 AJ1515'AND FARM ROAD 716 IN REALITOS, GO NORTHEAST ON STATE HIGHWAY 359 FOR
 AJ1515'3.0 KM (1.85 MI) TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHEAST
 AJ1515'ON THE HIGHWAY FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT.  THE
 AJ1515'STATIN IS 19.5 M (64.0 FT) SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD
 AJ1515'TRACK, 12.2 M (40.0 FT) NORTHWEST OF THE HIGHWAY CENTER, AND 10.M
 AJ1515'SOUTHEAST OF TELEPHONE POLE NUMBER 2302.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1284 ***********************************************************************
 AJ1284  DESIGNATION -  REALITOS SOUTH BASE RESET
 AJ1284  PID         -  AJ1284
 AJ1284  STATE/COUNTY-  TX/DUVAL
 AJ1284  USGS QUAD   -  REALITOS (1967)
 AJ1284
 AJ1284                         *CURRENT SURVEY CONTROL
 AJ1284  ___________________________________________________________________
 AJ1284* NAD 83(1993)-  27 25 07.15872(N)    098 34 08.44633(W)     ADJUSTED  
 AJ1284* NAVD 88     -       146.5    (meters)     481.     (feet)  VERTCON   
 AJ1284  ___________________________________________________________________
 AJ1284  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AJ1284  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AJ1284
 AJ1284  HORZ ORDER  -  FIRST
 AJ1284
 AJ1284.The horizontal coordinates were established by classical geodetic methods
 AJ1284.and adjusted by the National Geodetic Survey in February 1996..
 AJ1284
 AJ1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1284
 AJ1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1284
 AJ1284.The geoid height was determined by GEOID03.
 AJ1284
 AJ1284;                    North         East     Units Scale Factor Converg.
 AJ1284;SPC TX S     - 5,194,109.163   293,176.222   MT  0.99992125   -0 01 52.8
 AJ1284;SPC TX S     -17,041,006.48    961,862.32   sFT  0.99992125   -0 01 52.8
 AJ1284;UTM  14      - 3,032,880.323   542,601.211   MT  0.99962240   +0 11 54.5
 AJ1284
 AJ1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1284!SPC TX S     -   0.99998097  x   0.99992125  =   0.99990222
 AJ1284!UTM  14      -   0.99998097  x   0.99962240  =   0.99960337
 AJ1284
 AJ1284|---------------------------------------------------------------------|
 AJ1284| PID    Reference Object                     Distance      Geod. Az  |
 AJ1284|                                                           dddmmss.s |
 AJ1284| CV2865 REALITOS SOUTH BASE RM 1             31.922 METERS 02715     |
 AJ1284| CV2868 REALITOS SOUTH BASE AZ MK                          0524947.7 |
 AJ1284| CV2866 REALITOS SOUTH BASE RM 3             37.372 METERS 05503     |
 AJ1284| CV2867 REALITOS SOUTH BASE RM 4             28.778 METERS 18809     |
 AJ1284| AJ1290 HEBBRONVILLE UTILITIES INC TK       APPROX.15.8 KM 2213007.0 |
 AJ1284| CV2869 REALITOS SOUTH BASE RM 2             34.062 METERS 31007     |
 AJ1284|---------------------------------------------------------------------|
 AJ1284
 AJ1284                          SUPERSEDED SURVEY CONTROL
 AJ1284
 AJ1284  NAD 83(1986)-  27 25 07.16415(N)    098 34 08.41988(W) AD(       ) 1
 AJ1284  NAD 27      -  27 25 06.03000(N)    098 34 07.36800(W) AD(       ) 1
 AJ1284  NGVD 29 (07/19/86)  146.5    (m)          481.     (f) VERT ANG       
 AJ1284
 AJ1284.Superseded values are not recommended for survey control.
 AJ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1284.See file dsdata.txt to determine how the superseded data were derived.
 AJ1284
 AJ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4260132880(NAD 83)
 AJ1284_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1284
 AJ1284  HISTORY     - Date     Condition        Report By
 AJ1284  HISTORY     - 1961     MONUMENTED       CGS
 AJ1284  HISTORY     - 1974     GOOD             NGS
 AJ1284
 AJ1284                          STATION DESCRIPTION
 AJ1284
 AJ1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1284'THE SUB-SURFACE STATION DISK, AZIMUTH MARK AND REFERENCE
 AJ1284'MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 AJ1284'AND DIRECTION TO REFERENCE MARK NO. 1 WAS VERIFIED.
 AJ1284'
 AJ1284'A SURFACE STATION MARK, REFERENCE MARKS NO. 3 AND NO. 4
 AJ1284'WERE SET.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AJ1284'
 AJ1284'THE STATION IS APPROXIMATELY 10 MILES NORTHEAST OF HEBBRONVILLE,
 AJ1284'3 MILES SOUTHWEST OF REALITOS, 0.3 MILE NORTH OF A RAILROAD
 AJ1284'UNDERPASS, ALONG THE WEST SIDE OF THE TEXAS-MEXICAN RAILROAD,
 AJ1284'ON PROPERTY OWNED BY MR. BRYON MILLER OF LAREDO.
 AJ1284'
 AJ1284'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AJ1284'716 AND 359 IN REALITOS, GO SOUTHWEST ON HIGHWAY 359 FOR
 AJ1284'3.45 MILE TO A RAILROAD UNDERPASS.  CONTINUE SOUTHWEST ON
 AJ1284'HIGHWAY 359 FOR 0.25 MILE TO A GATE ON THE RIGHT.  TURN
 AJ1284'RIGHT, PASS THROUGH THE GATE, THEN TURN SHARP RIGHT AND GO
 AJ1284'NORTH ON A BLADED ROAD 0.6 MILE TO DIM CROSSROAD.  TURN
 AJ1284'RIGHT AND GO EASTERLY ON A DIM TRACK ROAD 0.3 MILE TO A POINT
 AJ1284'ABOUT 100 FEET BEFORE REACHING A FENCE.  TURN RIGHT,
 AJ1284'SOUTHERLY, 0.15 MILE TO THE STATION 42 FEET WEST OF THE FENCE.
 AJ1284'
 AJ1284'THE STATION MARK IS A STANDARD DISK STAMPED REALITOS SOUTH
 AJ1284'BASE 1935 1961, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1284'3 INCHES.  IT IS 90 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 AJ1284'TRACKS AND 3.6 FEET SOUTH OF A METAL WITNESS POST.  THE
 AJ1284'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AJ1284'30 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED
 AJ1284'REALITOS S BASE 1935.
 AJ1284'
 AJ1284'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED REALITOS S
 AJ1284'BASE NO 1 1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 AJ1284'4 INCHES.  IT IS 106 FEET WEST OF THE WEST RAIL, 101 FEET
 AJ1284'NORTH OF A METAL WITNESS POST AND 74 FEET WEST OF A TELEPHONE
 AJ1284'POLE.
 AJ1284'
 AJ1284'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED REALITOS SOUTH
 AJ1284'BASE NO 3 1935 1961, IS SET IN A SQUARE CONCRETE POST WHICH
 AJ1284'PROJECTS 2 INCHES.  IT IS 51 FEET WEST OF THE WEST RAIL,
 AJ1284'17 FEET WEST OF A TELEPHONE POLE AND 1 FOOT WEST OF A FENCE.
 AJ1284'
 AJ1284'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED REALITOS SOUTH
 AJ1284'BASE NO 4 1935 1961, IS SET IN A SQUARE CONCRETE POST WHICH
 AJ1284'PROJECTS 4 INCHES.  IT IS 50 FEET WEST OF THE WEST RAIL,
 AJ1284'26 FEET SOUTHWEST OF A TELEPHONE POLE AND 1 FOOT WEST OF
 AJ1284'THE FENCE.
 AJ1284'
 AJ1284'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED REALITOS
 AJ1284'S BASE 1935 AZI, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1284'1 INCH.  IT IS 0.15 MILE NORTHEAST OF MILEPOST 74, 23.5
 AJ1284'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 23.5 FEET SOUTHWEST
 AJ1284'OF A TELEPHONE POLE, 15 FEET NORTHWEST OF A FENCE AND 1.4
 AJ1284'FEET SOUTHWEST OF A METAL WITNESS POST.
 AJ1284'
 AJ1284'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND
 AJ1284'NORTHEAST ALONG THE FENCE FOR 0.45 MILE TO THE AZIMUTH MARK
 AJ1284'ON THE SOUTHEAST SIDE OF THE RAILROAD TRACKS.
 AJ1284'
 AJ1284'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1284'
 AJ1284'REFERENCE MARK NO. 2 WAS FOUND TO BE DESTROYED.
 AJ1284'
 AJ1284'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AJ1284
 AJ1284                          STATION RECOVERY (1974)
 AJ1284
 AJ1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1284'THE STATION MARK, REFERENCE MARKS 1, 3, 4, AND THE AZIMUTH
 AJ1284'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 AJ1284'DISTANCE AND DIRECTION TO ALL MARKS CHECKED.  BECAUSE OF
 AJ1284'CHANGES IN THE AREA AND OWNERSHIP A NEW DESCRIPTION FOLLOWS.
 AJ1284'
 AJ1284'THE STATION IS ABOUT 2 MILES SOUTH AND 3 MILES WEST OF REALITOS,
 AJ1284'7 MILES EAST AND 8 MILES NORTH OF HEBBRONVILLE AND IS ON
 AJ1284'PROPERTY OWNED BY WRIGHT BROTHERS GRAVEL WORKS, LILUS WRIGHT,
 AJ1284'TELEPHONE NUMBER 527-3908, HEBBRONVILLE, TEXAS.
 AJ1284'
 AJ1284'TO REACH THE STATION FROM THE POST OFFICE IN HEBBRONVILLE,
 AJ1284'GO WEST ON WEST TILLLEY STREET FOR 0.05 MILE TO THE JUNCTION
 AJ1284'WITH STATE HIGHWAY 16.  TURN RIGHT AND GO NORTH ON STATE
 AJ1284'HIGHWAY 16 FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY
 AJ1284'16, FARM ROAD 359 AND EAST VIGGIE STREET.  TURN RIGHT AND
 AJ1284'GO EAST ON EAST VIGGIE STREET FOR 0.45 MILE TO THE JUNCTION
 AJ1284'WITH FARM ROAD 359.  TURN LEFT AND GO NORTHEASTERLY ON FARM
 AJ1284'ROAD 359 FOR 5.85 MILES TO A ELECTRICAL POWER SUB-STATION
 AJ1284'ON THE LEFT, CONTINUE NORTHEASTERLY ON FARM ROAD 359 FOR
 AJ1284'3.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 AJ1284'NORTHWESTERLY ON A PAVED ROAD FOR 0.35 MILE TO A BARRICADE,
 AJ1284'WHERE THE PAVED ROAD TURNS WEST.  ON A TRACK ROAD
 AJ1284'AROUND THE NORTH SIDE OF THE BARRICADE GO NORTHEASTERLY
 AJ1284'FOR 100 FEET TO A DIM FORK.  BEAR RIGHT AND GO EAST AND
 AJ1284'NORTHEASTERLY ON A TRACK ROAD ALONG A FENCE FOR 0.25
 AJ1284'MILE TO A FENCE CORNER.  TURN LEFT AND GO NORTHERLY ON A
 AJ1284'TRACK ROAD FOR 0.4 MILE TO REFERENCE MARK 4 ON THE RIGHT
 AJ1284'AND THE STATION TO THE LEFT.
 AJ1284'
 AJ1284'STATION MARK IS A STANDARD DISK, STAMPED REALITOS 1935 SOUTH
 AJ1284'BASE 1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 AJ1284'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 3.6 FEET
 AJ1284'SOUTH OF A METAL WITNESS POST, 41.5 FEET WEST OF A FENCE AND
 AJ1284'90.5 FEET WEST OF THE WEST RAIL.
 AJ1284'
 AJ1284'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REALITOS S
 AJ1284'BASE 1935 NO 1, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AJ1284'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND,
 AJ1284'IT IS 57.3 FEET WEST OF A POWERLINE POLE, 58.3 FEET WEST
 AJ1284'OF THE FENCE, 101.0 FEET NORTH OF THE WITNESS POST.
 AJ1284'
 AJ1284'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED REALITOS 1935
 AJ1284'NO 3 1961 SOUTH BASE, SET IN THE TOP OF A 10-INCH SQUARE
 AJ1284'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 1.0 FEET
 AJ1284'WEST-SOUTHWEST OF THE FENCE, 3.8 FEET SOUTH-SOUTHEAST OF
 AJ1284'THE POWERLINE POLE, 50.6 FEET WEST-SOUTHWEST OF THE WEST
 AJ1284'RAIL AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AJ1284'
 AJ1284'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED REALITOS 1935
 AJ1284'NO 4 1961 SOUTH BASE, SET IN THE TOP OF A 10-INCH SQUARE
 AJ1284'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 AJ1284'IT IS 1.0 FEET WEST-SOUTHWEST OF THE FENCE, 51.0 FEET
 AJ1284'WEST-SOUTHWEST OF THE WEST RAIL, 98.0 FEET SOUTH OF THE WITNESS
 AJ1284'POST AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1284'
 AJ1284'AZIMUTH MARK IS A STANDARD DISK, STAMPED REALITOS S BASE
 AJ1284'1935 AZI, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 AJ1284'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1.5 FEET
 AJ1284'SOUTHWEST OF A METAL WITNESS POST 15.0 FEET WEST OF A FENCE,
 AJ1284'23.5 FEET SOUTHWEST OF A POWERLINE POLE AND 33.5 FEET EAST
 AJ1284'OF THE EAST RAIL.
 AJ1284'
 AJ1284'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 AJ1284'ON A TRACK ROAD FOR 0.4 MILE TO A FENCE CORNER, TURN RIGHT
 AJ1284'AND GO WESTERLY ON A TRACK ROAD ALONG A FENCE TO A REVERSE
 AJ1284'FORK AND A BARRICADE, CONTINUE AHEAD AND AROUND THE BARRICADE
 AJ1284'TO A PAVED ROAD.  TURN LEFT AND GO SOUTHEASTERLY ON THE
 AJ1284'PAVED ROAD FOR 0.35 MILE TO THE JUNCTION WITH FARM ROAD
 AJ1284'359.  TURN LEFT AND GO NORTHEASTERLY ON THE FARM ROAD FOR
 AJ1284'0.45 MILE TO THE NORTHEAST END OF A OVERPASS.  TURN LEFT
 AJ1284'AND GO NORTH AND WEST ON A DIM TRACK ROAD FOR 0.1 MILE TO
 AJ1284'AN OPENING TO THE RAILROAD RIGHT-OF-WAY.  TURN RIGHT AND
 AJ1284'GO NORTHERLY ON A DIM TRACK ROAD ALONG THE RIGHT-OF-WAY
 AJ1284'FOR 0.9 TO THE MARK ON THE RIGHT.
 AJ1284'
 AJ1284'THE DISTANCE BETWEEN REFERENCE MARKS 3 AND 4 WAS NOT MEASURED
 AJ1284'DUE TO CACTUS, TALL, MESQUITE, AND SALT CEDAR TREES ON LINE.
 AJ1284'
 AJ1284'HEIGHT OF LIGHT ABOVE STATION MARK 72.6 FEET.
 AJ1284'
 AJ1284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 AJ1284'SOUTHWEST OF REALITOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2467 ***********************************************************************
 AW2467  DESIGNATION -  REBECCA 2
 AW2467  PID         -  AW2467
 AW2467  STATE/COUNTY-  TX/JEFFERSON
 AW2467  USGS QUAD   -  CLAM LAKE (1993)
 AW2467
 AW2467                         *CURRENT SURVEY CONTROL
 AW2467  ___________________________________________________________________
 AW2467* NAD 83(1993)-  29 40 49.13065(N)    094 01 55.29030(W)     ADJUSTED  
 AW2467* NAVD 88     -         1.59   (+/-2cm)       5.2    (feet)  VERTCON   
 AW2467  ___________________________________________________________________
 AW2467  X           -    -389,952.351 (meters)                     COMP
 AW2467  Y           -  -5,532,140.632 (meters)                     COMP
 AW2467  Z           -   3,139,622.318 (meters)                     COMP
 AW2467  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AW2467  ELLIP HEIGHT-         -25.67  (meters)          (06/17/02) GPS OBS
 AW2467  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2467
 AW2467  HORZ ORDER  -  FIRST
 AW2467  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2467  ELLP ORDER  -  FOURTH    CLASS II
 AW2467
 AW2467.The horizontal coordinates were established by GPS observations
 AW2467.and adjusted by the National Geodetic Survey in February 1996..
 AW2467
 AW2467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2467.The vertical order pertains to the NGVD 29 superseded value.
 AW2467
 AW2467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2467
 AW2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2467
 AW2467.The ellipsoidal height was determined by GPS observations
 AW2467.and is referenced to NAD 83.
 AW2467
 AW2467.The geoid height was determined by GEOID03.
 AW2467
 AW2467;                    North         East     Units Scale Factor Converg.
 AW2467;SPC TXSC     - 4,214,906.068 1,080,668.675   MT  0.99988135   +2 26 01.9
 AW2467;SPC TXSC     -13,828,404.32  3,545,493.81   sFT  0.99988135   +2 26 01.9
 AW2467;SPC LA S     -   133,907.410   738,822.226   MT  0.99994130   -1 20 57.8
 AW2467;SPC LA S     -   439,327.89  2,423,952.59   sFT  0.99994130   -1 20 57.8
 AW2467;UTM  15      - 3,283,807.759   400,143.317   MT  0.99972303   -0 30 39.8
 AW2467
 AW2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2467!SPC TXSC     -   1.00000403  x   0.99988135  =   0.99988538
 AW2467!SPC LA S     -   1.00000403  x   0.99994130  =   0.99994533
 AW2467!UTM  15      -   1.00000403  x   0.99972303  =   0.99972706
 AW2467
 AW2467|---------------------------------------------------------------------|
 AW2467| PID    Reference Object                     Distance      Geod. Az  |
 AW2467|                                                           dddmmss.s |
 AW2467| AW2466 REBECCA 2 RM 1                       19.082 METERS 08833     |
 AW2467| AW2465 S 310                                              2480623.7 |
 AW2467| CV9321 REBECCA 2 RM 3                       20.996 METERS 33433     |
 AW2467| AW2468 REBECCA 2 RM 2                       18.750 METERS 35312     |
 AW2467|---------------------------------------------------------------------|
 AW2467
 AW2467                          SUPERSEDED SURVEY CONTROL
 AW2467
 AW2467  NAD 83(1993)-  29 40 49.13053(N)    094 01 55.29035(W) AD(       ) 1
 AW2467  ELLIP H (01/21/93)  -25.61   (m)                       GP(       ) 4 2
 AW2467  NAD 83(1986)-  29 40 49.15003(N)    094 01 55.26924(W) AD(       ) 1
 AW2467  NAD 83(1986)-  29 40 49.15467(N)    094 01 55.27663(W) AD(       ) 2
 AW2467  NAD 27      -  29 40 48.37240(N)    094 01 54.65680(W) AD(       ) 2
 AW2467  NGVD 29 (??/??/92)    1.583  (m)            5.19   (f) ADJ UNCH    1 2
 AW2467
 AW2467.Superseded values are not recommended for survey control.
 AW2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2467.See file dsdata.txt to determine how the superseded data were derived.
 AW2467
 AW2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0014383808(NAD 83)
 AW2467_MARKER: DS = TRIANGULATION STATION DISK
 AW2467_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AW2467_SP_SET: CLAY TILE IN EARTH
 AW2467_STAMPING: REBECCA 2 1934
 AW2467_MARK LOGO: CGS   
 AW2467_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AW2467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2467+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1990
 AW2467
 AW2467  HISTORY     - Date     Condition        Report By
 AW2467  HISTORY     - 1934     MONUMENTED       CGS
 AW2467  HISTORY     - 1953     GOOD             CGS
 AW2467  HISTORY     - 1957     GOOD             USN
 AW2467  HISTORY     - 1958     GOOD             CGS
 AW2467  HISTORY     - 1960     GOOD             CGS
 AW2467  HISTORY     - 1960     GOOD             CGS
 AW2467  HISTORY     - 1960     GOOD             NGS
 AW2467  HISTORY     - 1962     GOOD             CGS
 AW2467  HISTORY     - 1962     GOOD             CGS
 AW2467  HISTORY     - 1963     GOOD             CGS
 AW2467  HISTORY     - 1966     GOOD             CGS
 AW2467  HISTORY     - 1976     GOOD             NGS
 AW2467  HISTORY     - 1984     GOOD             DMA
 AW2467  HISTORY     - 1989     GOOD             USPSQD
 AW2467  HISTORY     - 19891213 GOOD             MERRIC
 AW2467  HISTORY     - 19900220 GOOD
 AW2467  HISTORY     - 19971209 GOOD             TXDOT
 AW2467
 AW2467                          STATION DESCRIPTION
 AW2467
 AW2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW2467'STATION IS LOCATED ON SABINE PASS-GALVESTON BEACH ROAD,
 AW2467'9.7 MILES SW OF THE DOWLING MONUMENT AT INTERSECTION OF
 AW2467'PORT ARTHUR AND GALVESTON ROADS AT SABINE PASS.  IT IS 2.6 MILES
 AW2467'E OF BREEZE INN AND 0.2 MILE W OF OLD BOILER NEAR FENCELINE.
 AW2467'STATION IS ON THE MC FADDEN RANCH, 6.2 METERS N OF RIGHT-OF-WAY
 AW2467'FENCE, AND 21.1 METERS N OF CENTER LINE OF HARD-SURFACED
 AW2467'ROAD.
 AW2467'
 AW2467'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW2467'6-INCH CONCRETE-FILLED TILE PROJECTING 6 INCHES ABOVE A
 AW2467'SHELL MOUND.  IT IS STAMPED REBECCA 2 1934.
 AW2467'
 AW2467'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW2467'OF A 6-INCH CONCRETE-FILLED TILE PROJECTING 3 INCHES ABOVE
 AW2467'GROUND.  IT IS 1 METER N OF FENCE E OF STATION.
 AW2467'
 AW2467'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW2467'OF A 6-INCH CONCRETE-FILLED TILE PROJECTING 3 INCHES ABOVE
 AW2467'GROUND.  IT IS SET IN MARSHY GROUND TO THE N OF STATION.
 AW2467
 AW2467                          STATION RECOVERY (1953)
 AW2467
 AW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AW2467'9.35 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AW2467'MONUMENT AT SABINE PASS, 112 YARDS SOUTHWEST OF A FENCE LEADING
 AW2467'NORTHWEST, 102 YARDS SOUTHWEST OF A SMALL GROVE OF TREES,
 AW2467'68.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20
 AW2467'FEET NORTHWEST OF A FENCE, 13 FEET SOUTHWEST OF THE CENTER
 AW2467'LINE OF A TRACK ROAD LEADING NORTHWEST, 1 FOOT NORTH OF A
 AW2467'WITNESS POST, 0.6 FOOT ABOVE THE GROUND, SET IN THE TOP
 AW2467'OF A 6 INCH TILE PIPE WHICH IS FILLED WITH CONCRETE, STAMPED
 AW2467'REBECCA 2 1934, A TRIANGULATION STATION DISK.
 AW2467'
 AW2467'REBECCA 2 R.M. 1 IS 52 FEET NORTHWEST OF THE CENTER LINE
 AW2467'OF THE HIGHWAY, 62.6 FEET EAST OF TRIANGULATION STATION
 AW2467'REBECCA 2 1934, 39 FEET NORTHEAST OF A TELEPHONE POLE, 4.5
 AW2467'FEET NORTHWEST OF A FENCE, 0.2 FOOT ABOVE THE GROUND, A
 AW2467'REFERENCE MARK DISK SET IN THE TOP OF A 6 INCH TILE PIPE WHICH
 AW2467'IS FILLED WITH CONCRETE, STAMPED NO 1 1934.
 AW2467'
 AW2467'REBECCA 2 R.M. 2 IS 129 FEET NORTHWEST OF THE CENTER LINE
 AW2467'OF THE HIGHWAY, 61.5 FEET NORTHWEST OF TRIANGULATION STATION
 AW2467'REBECCA 2 1934, 81 FEET NORTHWEST OF A FENCE, 7.5 FEET SOUTHWEST
 AW2467'OF THE CENTER LINE OF A PRIVATE TRACK ROAD, FLUSH WITH THE
 AW2467'GROUND, A REFERENCE MARK DISK SET IN THE TOP OF A 6 INCH
 AW2467'TILE PIPE WHICH IS FILLED WITH CONCRETE, STAMPED NO 2 1934.
 AW2467
 AW2467                          STATION RECOVERY (1957)
 AW2467
 AW2467'RECOVERY NOTE BY US NAVY 1957 (CDG)
 AW2467'PREVIOUS DESCRIPTIONS ARE ADEQUATE EXCEPT PRESENTLY A 20
 AW2467'FOOT WOODEN TOWER IS ERECTED OVER THE MARK.  R.M. 1 AND R.M. 2
 AW2467'WERE NOT SEARCHED FOR.
 AW2467
 AW2467                          STATION RECOVERY (1958)
 AW2467
 AW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CB)
 AW2467'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AW2467'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AW2467
 AW2467                          STATION RECOVERY (1960)
 AW2467
 AW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AW2467'A REVISED DESCRIPTION FOLLOWS--
 AW2467'
 AW2467'STATION IS 9.35 MI. SW ALONG STATE HIGHWAY 87 FROM THE DICK
 AW2467'DOWLING MONUMENT AT SABINE PASS, ABOUT 3000 FT. SE OF A FAA
 AW2467'OMNI RANGE FACILITY, 68.5 FT. NW OF THE CENTERLINE OF THE
 AW2467'HIGHWAY, 20 FT. NW OF A FENCE, 13 FT. SW OF THE CENTERLINE
 AW2467'OF A TRACK ROAD LEADING NW, 1 FT. N OF A WITNESS POST, AND
 AW2467'0.6 FT. ABOVE THE GROUND.  A 40-FT. TUBULAR-STEEL OBSERVING
 AW2467'TOWER HAS BEEN PERMANENTLY ERECTED OVER THE MARK.  THE MARK
 AW2467'IS SET IN THE TOP OF A 6-IN. TILE PIPE WHICH IS FILLED WITH
 AW2467'CONCRETE, AND IS STAMPED REBECCA 2 1934.
 AW2467'
 AW2467'REFERENCE MARK 1 IS 52 FT. NW OF THE CENTERLINE OF THE HIGHWAY,
 AW2467'62.6 FT. E. OF THE STATION, 41 FT. NE OF A TELEPHONE POLE,
 AW2467'4.5 FT. NW OF A FENCE, 0.2 FT. ABOVE THE GROUND, SET IN THE
 AW2467'TOP OF A 6-IN. TILE PIPE WHICH IS FILLED WITH CONCRETE,
 AW2467'AND STAMPED NO 1 1934.
 AW2467'
 AW2467'REFERENCE MARK 2 WAS NOT RECOVERED.  PART OF THE CONCRETE-FILLED
 AW2467'TILE PIPE WAS FOUND LAYING ON THE GROUND.  THE R.M. DISK
 AW2467'WAS NOT FOUND.
 AW2467
 AW2467                          STATION RECOVERY (1960)
 AW2467
 AW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW2467'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 WAS
 AW2467'FOUND BROKEN OFF.  R.M. 3 WAS ESTABLISHED.  REVISED DESCRIPTION
 AW2467'FOLLOWS.
 AW2467'
 AW2467'STATION IS LOCATED ON SABINE PASS-GALVESTON HIGHWAY, 9.4
 AW2467'MILES SOUTHWEST OF THE DICK DOWLING MONUMENT AT SABINE PASS.
 AW2467'IT IS 2.6 MILES EAST OF BREEZE INN ON THE MC FADDEN RANCH.
 AW2467'STATION IS 68.5 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 AW2467'87, 20.0 FEET NORTHWEST OF A FENCE, 13.0 FEET SOUTHWEST OF THE
 AW2467'CENTERLINE OF A SHELL ROAD AND 1 FOOT NORTH OF A WITNESS
 AW2467'POST.  A STANDARD DISK STAMPED REBECCA 2 1934 IN TOP OF A
 AW2467'6 INCH TILE WHICH PROJECTS 1 FOOT.  A 45 FOOT STEEL TOWER IS
 AW2467'IN PLACE OVER THE STATION
 AW2467'
 AW2467'R.M. 1 IS 62.6 FEET EAST OF THE STATION, 52.0 FEET NORTHWEST
 AW2467'OF THE CENTERLINE OF THE HIGHWAY AND 4.5 FEET NORTHWEST OF
 AW2467'THE FENCE.  A STANDARD DISK STAMPED NO. 1 1934 IN TOP OF A 6
 AW2467'INCH TILE WHICH PROJECTS 1 INCH.
 AW2467'
 AW2467'R.M. 3 IS 68.9 FEET NORTH OF THE STATION AND 30.0 FEET WEST
 AW2467'OF THE CENTERLINE OF THE SHELL ROAD.  A STANDARD DISK STAMPED
 AW2467'REBECCA 2 NO. 3 1934 IN TOP OF A 6 INCH MONUMENT WHICH PROJECTS
 AW2467'6 INCHES.
 AW2467
 AW2467                          STATION RECOVERY (1960)
 AW2467
 AW2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AW2467'9.35 MI SW FROM SABINE PASS.
 AW2467'9.35 MI. SW ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING MONUMENT AT
 AW2467'SABINE PASS, ABOUT 3000 FT. SE OF A FAA OMNI RANGE FACILITY, 68.5 FT.
 AW2467'NW OF THE CENTERLINE OF THE HIGHWAY, 20 FT. NW OF A FENCE, 13 FT. SW
 AW2467'OF THE CENTERLINE OF A TRACK ROAD LEADING NW, 1 FT. N OF A WITNESS
 AW2467'POST, 0.6 FT. ABOVE THE GROUND, AND DIRECTLY BENEATH A 40-FT.
 AW2467'TUBULAR-STEEL OBSERVING TOWER.  THE MARK IS SET IN THE TOP OF A 6-IN.
 AW2467'TILE PIPE WHICH IS FILLED WITH CONCRETE.
 AW2467
 AW2467                          STATION RECOVERY (1962)
 AW2467
 AW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 AW2467'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 AW2467'DESCRIBED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED
 AW2467'FOR BUT NOT RECOVERED.  A NEW REFERENCE MARK HAD BEEN ESTABLISHED
 AW2467'AS FOLLOWS--
 AW2467'
 AW2467'REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK SET IN AN
 AW2467'8-INCH CONCRETE POST FLUSH WITH THE GROUND 68.88 FEET
 AW2467'NORTH-NORTHWEST OF THE STATION, AND STAMPED REBECCA 2 NO 3 1934.
 AW2467
 AW2467                          STATION RECOVERY (1962)
 AW2467
 AW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SLH)
 AW2467'STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AS DESCRIBED
 AW2467'IN GOOD CONDITION.
 AW2467
 AW2467                          STATION RECOVERY (1963)
 AW2467
 AW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW2467'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 3 WERE
 AW2467'RECOVERED AND FOUND TO BE IN GOOD CONDITION, BENCH MARK S 310
 AW2467'WAS ESTABLISHED FOR THE AZIMUTH MARK.  THE DISTANCE TO REFERENCE
 AW2467'MARK 1 AND REFERENCE MARK 3 CHECKED, THERE WAS A DIFFERENCE
 AW2467'FOUND IN THE DIRECTION TO REFERENCE MARK 3.
 AW2467'
 AW2467'STATION IS LOCATED 9.4 MILES SOUTHWEST OF THE DICK DOWLING
 AW2467'MONUMENT AT SABINE PASS, 2.6 MILES EAST OF THE BREEZE INN,
 AW2467'AND ABOUT 0.5 MILE NORTH OF THE GULF AND ON THE MC FADDEN
 AW2467'RANCH.
 AW2467'
 AW2467'STATION MARK, A STANDARD STATION DISK SET IN THE TOP OF A
 AW2467'6 INCH ROUND CONCRETE FILLED TILE WHICH PROJECTS ABOUT 4
 AW2467'INCHES AND STAMPED REBECCA 2 1934.  THE MARK IS 1 FOOT NORTH
 AW2467'OF THE WITNESS POST, 68.6 FEET NORTH OF THE CENTER OF STATE
 AW2467'HIGHWAY 87, 14.6 FEET WEST OF THE CENTER OF A FIELD ROAD
 AW2467'AND 18.6 FEET NORTH OF A FENCE LINE.  THERE IS A TUBELAR
 AW2467'STEEL TOWER OVER THE STATION MARK 13 METERS HIGH WHICH IS
 AW2467'USABLE.
 AW2467'
 AW2467'REFERENCE MARK 1, A STANDARD REFERENCE MARK DISK SET IN A
 AW2467'6 INCH ROUND CONCRETE FILLED TILE WHICH IS FLUSH WITH THE
 AW2467'GROUND AND STAMPED REBECCA 2 NO 1 1934.  THE MARK IS 62 FEET
 AW2467'EAST OF THE WITNESS POST, 53.7 FEET NORTH OF STATE HIGHWAY 87,
 AW2467'47 FEET EAST OF THE CENTER OF A FIELD ROAD AND 3.7 FEET NORTH
 AW2467'OF THE FENCE LINE.
 AW2467'
 AW2467'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN THE TOP OF
 AW2467'A 6 INCH ROUND CONCRETE FILLED TILE WHICH PROJECTS ABOUT
 AW2467'3 INCHES AND STAMPED REBECCA 2 NO 3 1934.  THE MARK IS 69.4
 AW2467'FEET NORTH OF THE WITNESS POST, 30 FEET WEST OF THE CENTER OF
 AW2467'A FIELD ROAD, 86 FEET NORTH OF THE FENCE LINE AND 137.5 FEET
 AW2467'NORTH OF THE CENTER OF STATE HIGHWAY 87.
 AW2467'
 AW2467'AZIMUTH, (BENCH MARK) A STANDARD BENCH MARK DISK SET IN THE
 AW2467'TOP OF A 7 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5
 AW2467'INCHES AND STAMPED S 310 1935.  THE MARK IS 1 FOOT NORTH
 AW2467'OF THE WITNESS POST, 49 FEET SOUTH OF THE CENTER OF STATE
 AW2467'HIGHWAY 87 AND 128 FEET EAST OF A POWER LINE POLE NUMBER STC
 AW2467'5-40-12.
 AW2467'
 AW2467'HEIGHT OF LIGHT ABOVE STATION MARK 13.66 METERS.
 AW2467
 AW2467                          STATION RECOVERY (1966)
 AW2467
 AW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JEC)
 AW2467'STATION RECOVERED.
 AW2467
 AW2467                          STATION RECOVERY (1976)
 AW2467
 AW2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 AW2467'THE STATION MARK AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AW2467'REFERENCE MARK 3 IS NOW UNDER AN ASPHALT ROAD IN STATE PARK THAT IS
 AW2467'UNDER CONSTRUCTION.  THE STATION IS ON PARK LAND.  THE AZIMUTH MARK
 AW2467'(BM S 310 1935) WAS FOUND LYING ON ITS SIDE.
 AW2467'
 AW2467'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 87 AND FARM ROAD 3322
 AW2467'IN SABINE PASS, GO SOUTHWEST ON HIGHWAY 87 FOR 5.8 MILES TO A
 AW2467'HISTORICAL MARKER ON THE RIGHT.  CONTINUE ON THE HIGHWAY FOR 3.35
 AW2467'MILES TO AN OLD WIRE GATE ON THE RIGHT (0.05 MILE EAST OF ENTRANCE
 AW2467'BEING BUILT FOR THE NEW PARK) AND THE STATION ON THE RIGHT.
 AW2467'
 AW2467'STATION MARK IS 38 PACES SW OF THE SW SIDE OF A LARGE STORAGE TANK
 AW2467'AND ABOUT 50 YARDS SE OF A NEW 2 STORY BUILDING THAT IS NOW UNDER
 AW2467'CONSTRUCTION.
 AW2467'
 AW2467'NOTE--THIS IS THE NEW SEA RIM STATE PARK.
 AW2467'
 AW2467'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES SW OF
 AW2467'SABINE PASS.
 AW2467
 AW2467                          STATION RECOVERY (1984)
 AW2467
 AW2467'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (AP)
 AW2467'REBECCA 2 1934 USC AND GS RECOVERED GOOD.
 AW2467'
 AW2467'REBECCA 2 NO. 1 1934 USC AND GS RECOVERED GOOD INTERMITTANTLY UNDER
 AW2467'WATER.
 AW2467'
 AW2467'NOTE--REBECCA 2 NO. 1 WAS HORIZONTALLY POSITIONED BY GSS.
 AW2467
 AW2467                          STATION RECOVERY (1989)
 AW2467
 AW2467'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAF)
 AW2467'RECOVERED IN GOOD CONDITION.
 AW2467
 AW2467                          STATION RECOVERY (1989)
 AW2467
 AW2467'RECOVERY NOTE BY MERRICK AND COMPANY 1989
 AW2467'RECOVERED IN GOOD CONDITION.   BREEZE INN  REFERENCED IN THE TO REACH
 AW2467'DESCRIPTION HAS BEEN MOVED.  IT IS NOW CALLED  BREEZE INN AGAIN  AND
 AW2467'IS LOCATED ABOUT 0.2 MILES EAST OF THE STATION.
 AW2467
 AW2467                          STATION RECOVERY (1990)
 AW2467
 AW2467'RECOVERED 1990
 AW2467'RECOVERED IN GOOD CONDITION.
 AW2467
 AW2467                          STATION RECOVERY (1997)
 AW2467
 AW2467'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 AW2467'-OTHER MARKS NOT SEARCHED FOR-.  SUITABLE FOR SATELLITE OBSERVATIONS,
 AW2467'AS OF FEBRUARY 1990, STATION IS IN A GROWTH OF TEN TO FIFTEEN FOOT
 AW2467'HIGH REEDS THAT MAY NEED TO BE CLEARED FOR SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2466 ***********************************************************************
 AW2466  DESIGNATION -  REBECCA 2 RM 1
 AW2466  PID         -  AW2466
 AW2466  STATE/COUNTY-  TX/JEFFERSON
 AW2466  USGS QUAD   -  CLAM LAKE (1993)
 AW2466
 AW2466                         *CURRENT SURVEY CONTROL
 AW2466  ___________________________________________________________________
 AW2466* NAD 83(1986)-  29 40 49.     (N)    094 01 55.     (W)     SCALED    
 AW2466* NAVD 88     -         1.18   (+/-2cm)       3.9    (feet)  VERTCON   
 AW2466  ___________________________________________________________________
 AW2466  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2466
 AW2466  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2466
 AW2466.The horizontal coordinates were scaled from a topographic map and have
 AW2466.an estimated accuracy of +/- 6 seconds.
 AW2466
 AW2466.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2466.The vertical order pertains to the NGVD 29 superseded value.
 AW2466
 AW2466.The geoid height was determined by GEOID03.
 AW2466
 AW2466;                    North         East    Units  Estimated Accuracy
 AW2466;SPC TXSC     - 4,214,900.    1,080,680.      MT  (+/- 180 meters Scaled)
 AW2466
 AW2466                          SUPERSEDED SURVEY CONTROL
 AW2466
 AW2466  NGVD 29 (??/??/92)    1.178  (m)            3.86   (f) ADJ UNCH    1 2
 AW2466
 AW2466.Superseded values are not recommended for survey control.
 AW2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2466.See file dsdata.txt to determine how the superseded data were derived.
 AW2466
 AW2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN001838(NAD 83)
 AW2466_MARKER: DR = REFERENCE MARK DISK
 AW2466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2466_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2466_STAMPING: NO 1 1934
 AW2466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2466
 AW2466  HISTORY     - Date     Condition        Report By
 AW2466  HISTORY     - 1934     MONUMENTED       CGS
 AW2466  HISTORY     - 1960     GOOD             NGS
 AW2466  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2466  HISTORY     - 19940419 GOOD             USPSQD
 AW2466  HISTORY     - 20001231 GOOD             NGS
 AW2466  HISTORY     - 20010331 GOOD             NGS
 AW2466  HISTORY     - 20020824 GOOD             USPSQD
 AW2466
 AW2466                          STATION DESCRIPTION
 AW2466
 AW2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AW2466'9.35 MI SW FROM SABINE PASS.
 AW2466'9.35 MI. SW ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING MONUMENT AT
 AW2466'SABINE PASS, ABOUT 3000 FT. SE OF A FAA OMNI RANGE FACILITY, 52 FT. NW
 AW2466'OF THE CENTERLINE OF THE HIGHWAY, 62.6 FT. E. OF TRIANGULATION STATION
 AW2466'REBECCA 2, 1934, 41 FT. NE OF A TELEPHONE POLE, 4.5 FT. NORTHWEST OF A
 AW2466'FENCE, 0.2 FT. ABOVE THE GROUND, SET IN TOP OF A 6-IN. TILE PIPE WHICH
 AW2466'IS FILLED WITH CONCRETE.
 AW2466
 AW2466                          STATION RECOVERY (1989)
 AW2466
 AW2466'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAF)
 AW2466'MARK NOT FOUND.
 AW2466
 AW2466                          STATION RECOVERY (1994)
 AW2466
 AW2466'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2466'RECOVERED IN GOOD CONDITION.
 AW2466
 AW2466                          STATION RECOVERY (2000)
 AW2466
 AW2466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2466'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2466
 AW2466                          STATION RECOVERY (2001)
 AW2466
 AW2466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2466'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2466
 AW2466                          STATION RECOVERY (2002)
 AW2466
 AW2466'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0957 ***********************************************************************
 AW0957  DESIGNATION -  REBER
 AW0957  PID         -  AW0957
 AW0957  STATE/COUNTY-  TX/HARRIS
 AW0957  USGS QUAD   -  LA PORTE (1982)
 AW0957
 AW0957                         *CURRENT SURVEY CONTROL
 AW0957  ___________________________________________________________________
 AW0957* NAD 83(1993)-  29 44 05.30627(N)    095 01 21.98005(W)     ADJUSTED  
 AW0957* NAVD 88     -         4.055  (meters)      13.30   (feet)  ADJUSTED  
 AW0957  ___________________________________________________________________
 AW0957  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW0957  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0957  DYNAMIC HT  -           4.049 (meters)      13.28  (feet)  COMP
 AW0957  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW0957  OBS GRAVITY -     979,286.3   (mgal)                       GRAV_OBS
 AW0957
 AW0957  HORZ ORDER  -  THIRD
 AW0957  VERT ORDER  -  FIRST     CLASS II
 AW0957
 AW0957.The horizontal coordinates were established by classical geodetic methods
 AW0957.and adjusted by the National Geodetic Survey in February 1996..
 AW0957
 AW0957.The orthometric height was determined by differential leveling
 AW0957.and adjusted by the National Geodetic Survey in June 1991..
 AW0957
 AW0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0957
 AW0957.The geoid height was determined by GEOID03.
 AW0957
 AW0957.The dynamic height is computed by dividing the NAVD 88
 AW0957.geopotential number by the normal gravity value computed on the
 AW0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0957.degrees latitude (g = 980.6199 gals.).
 AW0957
 AW0957.The modeled gravity was interpolated from observed gravity values.
 AW0957.The observed gravity was obtained from relative gravimeter ties
 AW0957.to the IGSN71 gravity network.
 AW0957
 AW0957;                    North         East     Units Scale Factor Converg.
 AW0957;SPC TXSC     - 4,217,276.178   984,646.682   MT  0.99988751   +1 56 54.6
 AW0957;SPC TXSC     -13,836,180.26  3,230,461.66   sFT  0.99988751   +1 56 54.6
 AW0957;UTM  15      - 3,291,113.659   304,370.881   MT  1.00007222   -1 00 12.9
 AW0957
 AW0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0957!SPC TXSC     -   1.00000363  x   0.99988751  =   0.99989114
 AW0957!UTM  15      -   1.00000363  x   1.00007222  =   1.00007585
 AW0957
 AW0957:                Primary Azimuth Mark                     Grid Az
 AW0957:SPC TXSC     -  HOUSTON SHIP CHAN RANGE K EXT            142 34 09.3
 AW0957:UTM  15      -  HOUSTON SHIP CHAN RANGE K EXT            145 31 16.8
 AW0957
 AW0957|---------------------------------------------------------------------|
 AW0957| PID    Reference Object                     Distance      Geod. Az  |
 AW0957|                                                           dddmmss.s |
 AW0957| AW6345 HOUSTON SHIP CHAN RANGE K EXT       APPROX. 0.7 KM 1443103.9 |
 AW0957| AW6364 HOUSTON SHIP CHAN HUM WHARF LT      APPROX. 0.7 KM 1801931.0 |
 AW0957| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 5.8 KM 2863518.8 |
 AW0957|---------------------------------------------------------------------|
 AW0957
 AW0957                          SUPERSEDED SURVEY CONTROL
 AW0957
 AW0957  NAD 83(1986)-  29 44 05.32212(N)    095 01 21.96112(W) AD(       ) 3
 AW0957  NAD 27      -  29 44 04.50015(N)    095 01 21.21659(W) AD(       ) 3
 AW0957  NGVD 29 (12/23/87)    4.053  (m)           13.30   (f) ADJUSTED    1 2
 AW0957
 AW0957.Superseded values are not recommended for survey control.
 AW0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0957.See file dsdata.txt to determine how the superseded data were derived.
 AW0957
 AW0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0437191114(NAD 83)
 AW0957_MARKER: DD = SURVEY DISK
 AW0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0957_SP_SET: CONCRETE POST
 AW0957_STAMPING: REBER 1955
 AW0957_MARK LOGO: HUMBLE
 AW0957_PROJECTION: PROJECTING 30 CENTIMETERS
 AW0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0957+STABILITY: SURFACE MOTION
 AW0957
 AW0957  HISTORY     - Date     Condition        Report By
 AW0957  HISTORY     - 1955     MONUMENTED       HUMBLE
 AW0957  HISTORY     - 1973     GOOD             NGS
 AW0957  HISTORY     - 1976     MARK NOT FOUND   NGS
 AW0957  HISTORY     - 1978     GOOD             NGS
 AW0957  HISTORY     - 1978     GOOD             USGS
 AW0957  HISTORY     - 1983     GOOD             NGS
 AW0957  HISTORY     - 1986     GOOD             NGS
 AW0957  HISTORY     - 1987     POOR             USPSQD
 AW0957  HISTORY     - 1989     GOOD             USPSQD
 AW0957  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW0957
 AW0957                          STATION DESCRIPTION
 AW0957
 AW0957'DESCRIBED BY HUMBLE OIL AND REFINING COMPANY 1955 (LFW)
 AW0957'LOCATED 0.5 MI. NW OF BAYTOWN.  TO REACH FROM THE POST OFFICE
 AW0957'IN BAYTOWN, GO SW ON MARKET STREET ROAD FOR 0.2 MI. TO A
 AW0957'CAUTION LIGHT, TURN RIGHT AND FOLLOW MARKET STREET ROAD
 AW0957'FOR 0.5 MI. TO A ROAD RIGHT AND A PIPELINE PUMPING STATION
 AW0957'ON THE LEFT.  THE STATION IS IN THE SW SHOULDER OF THE ROAD,
 AW0957'67 FT. SE OF A POWERLINE POLE, 37 FT. S OF THE CENTERLINE
 AW0957'OF MARKET STREET ROAD, AND 21 FT. NE OF THE CORNER OF THE
 AW0957'PUMPING-STATION BUILDING.
 AW0957'
 AW0957'A HUMBLE OIL CO. DISK, STAMPED REBER 1955 AND SET IN THE TOP
 AW0957'OF A 12-IN. ROUND CONCRETE MONUMENT PROJECTING 0.3 FT.
 AW0957'
 AW0957'THIS IS AN INTERSECTION STATION.
 AW0957
 AW0957                          STATION RECOVERY (1973)
 AW0957
 AW0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0957'1.1 MI NW FROM BAYTOWN.
 AW0957'ABOUT 0.15 MILE SOUTHWEST ALONG MARKET STREET FROM THE SUB-STATION A
 AW0957'POST OFFICE AT BAYTOWN, THENCE 0.95 MILE NORTHWEST ALONG BAYWAY DR.,
 AW0957'ON THE OUTSIDE OF A CURVE, 36 1/2 FEET SOUTHWEST FROM THE CENTER OF
 AW0957'THE LINE OF THE JUNCTION OF WEST AVENUE AND BAYWAY DR., 65 FEET
 AW0957'SOUTHEAST OF A POWER POLE BEARING A TRANSFORMER, 21 FEET NORTHEAST OF
 AW0957'THE EAST CORNER OF A CONCRETE BLOCK BUILDING, AND SET IN THE TOP OF A
 AW0957'CONCRETE POST PROJECTING 6 INCHES.
 AW0957
 AW0957                          STATION RECOVERY (1976)
 AW0957
 AW0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0957'BELIEVED DESTROYED, DISK NOT RECOVERED.
 AW0957
 AW0957                          STATION RECOVERY (1978)
 AW0957
 AW0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0957'RECOVERED IN GOOD CONDITION.
 AW0957
 AW0957                          STATION RECOVERY (1978)
 AW0957
 AW0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 AW0957'TO REACH FROM THE POST OFFICE IN BAYTOWN, GO SW ON MARKET STREET ROAD
 AW0957'FOR 0.2 MI. TO BAYWAY DRIVE. GO RIGHT ALONG BAYWAY DRIVE 0.9 MILE TO
 AW0957'A ROAD RIGHT AND A PIPELINE PUMPING STATION ON THE LEFT. THE STATION
 AW0957'IS IN THE SW SHOULDER OF THE ROAD, 37 FEET SW OF CENTERLINE OF ROAD,
 AW0957'67 FEET SE OF POWERLINE POLE, 21 FEET NORTH OF PUMPING STATION
 AW0957'BUILDING. A HUMBLE OIL CO. DISC, STAMPED REBER 1955 SET IN THE TOP OF
 AW0957'A 12 IN. ROUND CONCRETE MONUMENT PROJECTING 0.3 FOOT.
 AW0957
 AW0957                          STATION RECOVERY (1983)
 AW0957
 AW0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0957'RECOVERED IN GOOD CONDITION.  NOTE, ADD 24.54 METERS
 AW0957'(80.5 FT) SOUTHWEST OF BENCH MARK METERS 1227.
 AW0957
 AW0957                          STATION RECOVERY (1986)
 AW0957
 AW0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0957'RECOVERED IN GOOD CONDITION.
 AW0957
 AW0957                          STATION RECOVERY (1987)
 AW0957
 AW0957'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0957'MARK RECOVERED IN POOR CONDITION.
 AW0957
 AW0957                          STATION RECOVERY (1989)
 AW0957
 AW0957'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW0957'RECOVERED IN GOOD CONDITION.
 AW0957
 AW0957                          STATION RECOVERY (1994)
 AW0957
 AW0957'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0648 ***********************************************************************
 CE0648  DESIGNATION -  RECLAMATION SER MON 354079
 CE0648  PID         -  CE0648
 CE0648  STATE/COUNTY-  TX/EL PASO
 CE0648  USGS QUAD   -  TORNILLO (1972)
 CE0648
 CE0648                         *CURRENT SURVEY CONTROL
 CE0648  ___________________________________________________________________
 CE0648* NAD 83(1993)-  31 25 09.07746(N)    106 06 06.31633(W)     ADJUSTED  
 CE0648* NAVD 88     -      1093.     (meters)    3586.     (feet)  SCALED    
 CE0648  ___________________________________________________________________
 CE0648  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 CE0648  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0648
 CE0648  HORZ ORDER  -  SECOND
 CE0648
 CE0648.The horizontal coordinates were established by classical geodetic methods
 CE0648.and adjusted by the National Geodetic Survey in February 1996..
 CE0648
 CE0648.The orthometric height was scaled from a topographic map.
 CE0648
 CE0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0648
 CE0648.The geoid height was determined by GEOID03.
 CE0648
 CE0648;                    North         East     Units Scale Factor Converg.
 CE0648;SPC TX C     - 3,208,494.543   151,811.876   MT  0.99990824   -2 58 15.9
 CE0648;SPC TX C     -10,526,535.85    498,069.46   sFT  0.99990824   -2 58 15.9
 CE0648;UTM  13      - 3,476,584.930   395,279.774   MT  0.99973526   -0 34 27.8
 CE0648
 CE0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0648!SPC TX C     -   0.99983228  x   0.99990824  =   0.99974053
 CE0648!UTM  13      -   0.99983228  x   0.99973526  =   0.99956758
 CE0648
 CE0648                          SUPERSEDED SURVEY CONTROL
 CE0648
 CE0648  NAD 83(1993)-  31 25 09.08619(N)    106 06 06.30599(W) AD(       ) 2
 CE0648  NAD 83(1986)-  31 25 09.08624(N)    106 06 06.30599(W) AD(       ) 2
 CE0648  NAD 27      -  31 25 08.65000(N)    106 06 04.39900(W) AD(       ) 2
 CE0648
 CE0648.Superseded values are not recommended for survey control.
 CE0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0648.See file dsdata.txt to determine how the superseded data were derived.
 CE0648
 CE0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ9528076585(NAD 83)
 CE0648_MARKER: P = PIPE CAP
 CE0648_SETTING: 0 = UNSPECIFIED SETTING
 CE0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0648
 CE0648  HISTORY     - Date     Condition        Report By
 CE0648  HISTORY     - 1934     MONUMENTED       LOCSUR
 CE0648
 CE0648                          STATION DESCRIPTION
 CE0648
 CE0648'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 CE0648'IN THE RIO GRANDE RIVER BOTTOMS ABOUT 2.5 MILES SOUTH-SOUTHEAST
 CE0648'OF TORNILLO AND ABOUT 1/4 MILE NORTHEAST OF THE RIO GRANDE,
 CE0648'ON THE SHOULDER SLOPE OF A DIRT ROAD MIDWAY BETWEEN TOP AND
 CE0648'TOE, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND ABOUT
 CE0648'150 YARDS NORTHEAST OF TOP OF THE LEVEE ALONG THE NORTHEASTERN
 CE0648'BANK OF THE RIO GRANDE.
 CE0648'
 CE0648'TO REACH FROM THE TORNILLO RAILROAD DEPOT GO SOUTH ON U.S.
 CE0648'HIGHWAY 80 FOR 0.3 MILE TO A TOURIST CAMP AND SERVICE STATION, TURN
 CE0648'RIGHT (WEST) ON A GRAVEL ROAD, GO 0.75 MILE TO CANAL BRIDGE,
 CE0648'CONTINUE WEST 0.45 MILE ACROSS A DRAINAGE CANAL BRIDGE, CONTINUE
 CE0648'WEST AND SOUTHWEST ON MAIN ROAD 0.7 MILE TO STATION ON THE
 CE0648'SOUTHEAST SIDE OF THE ROAD.
 CE0648'
 CE0648'RECLAMATION SERVICE MONUMENT NO.
 CE0648'1091733 OVER 354079.  THIS MONUMENT IS IN THE DITCH TO THE
 CE0648'NORTHEAST OF THE LEVEE ROAD 42.07 FEET (12.82 METERS) SOUTHEAST
 CE0648'OF THE STATION, IT IS A BRASS CAPPED IRON PIPE PROJECTING 18
 CE0648'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0365 ***********************************************************************
 CU0365  DESIGNATION -  RED
 CU0365  PID         -  CU0365
 CU0365  STATE/COUNTY-  TX/MITCHELL
 CU0365  USGS QUAD   -  PECAN CROSSING (1959)
 CU0365
 CU0365                         *CURRENT SURVEY CONTROL
 CU0365  ___________________________________________________________________
 CU0365* NAD 83(1993)-  32 11 06.75007(N)    100 45 30.83653(W)     ADJUSTED  
 CU0365* NAVD 88     -       671.617  (meters)    2203.46   (feet)  ADJUSTED  
 CU0365  ___________________________________________________________________
 CU0365  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CU0365  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CU0365  DYNAMIC HT  -         670.725 (meters)    2200.54  (feet)  COMP
 CU0365  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 CU0365
 CU0365  HORZ ORDER  -  THIRD
 CU0365  VERT ORDER  -  SECOND    CLASS 0
 CU0365
 CU0365.The horizontal coordinates were established by classical geodetic methods
 CU0365.and adjusted by the National Geodetic Survey in February 1996..
 CU0365
 CU0365.The orthometric height was determined by differential leveling
 CU0365.and adjusted by the National Geodetic Survey in June 1991..
 CU0365
 CU0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0365
 CU0365.The geoid height was determined by GEOID03.
 CU0365
 CU0365.The dynamic height is computed by dividing the NAVD 88
 CU0365.geopotential number by the normal gravity value computed on the
 CU0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0365.degrees latitude (g = 980.6199 gals.).
 CU0365
 CU0365.The modeled gravity was interpolated from observed gravity values.
 CU0365
 CU0365;                    North         East     Units Scale Factor Converg.
 CU0365;SPC TXNC     - 2,059,792.047   387,030.530   MT  0.99998604   -1 13 54.5
 CU0365;SPC TXNC     - 6,757,834.41  1,269,782.66   sFT  0.99998604   -1 13 54.5
 CU0365;UTM  14      - 3,562,320.371   334,217.489   MT  0.99993894   -0 56 12.9
 CU0365
 CU0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0365!SPC TXNC     -   0.99989862  x   0.99998604  =   0.99988466
 CU0365!UTM  14      -   0.99989862  x   0.99993894  =   0.99983757
 CU0365
 CU0365:                Primary Azimuth Mark                     Grid Az
 CU0365:SPC TXNC     -  MICRO WAVE TOWER SEC                     155 03 21.0
 CU0365:UTM  14      -  MICRO WAVE TOWER SEC                     154 45 39.4
 CU0365
 CU0365|---------------------------------------------------------------------|
 CU0365| PID    Reference Object                     Distance      Geod. Az  |
 CU0365|                                                           dddmmss.s |
 CU0365| CU0983 MICRO WAVE TOWER SEC                APPROX.14.6 KM 1534926.5 |
 CU0365| CU0357 JAY                                 APPROX. 8.9 KM 3302107.5 |
 CU0365|---------------------------------------------------------------------|
 CU0365
 CU0365                          SUPERSEDED SURVEY CONTROL
 CU0365
 CU0365  NAD 83(1986)-  32 11 06.75461(N)    100 45 30.82679(W) AD(       ) 3
 CU0365  NAD 27      -  32 11 06.29094(N)    100 45 29.42036(W) AD(       ) 3
 CU0365  NGVD 29 (??/??/92)  671.418  (m)         2202.81   (f) ADJ UNCH    2 0
 CU0365
 CU0365.Superseded values are not recommended for survey control.
 CU0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0365.See file dsdata.txt to determine how the superseded data were derived.
 CU0365
 CU0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA3421762320(NAD 83)
 CU0365_MARKER: DD = SURVEY DISK
 CU0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0365_STAMPING: RED 1957 VABM 2202
 CU0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0365+STABILITY: SURFACE MOTION
 CU0365
 CU0365  HISTORY     - Date     Condition        Report By
 CU0365  HISTORY     - 1958     MONUMENTED       USGS
 CU0365  HISTORY     - 1961     GOOD             NGS
 CU0365
 CU0365                          STATION DESCRIPTION
 CU0365
 CU0365'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CU0365'STATION LOCATED APPROXIMATELY 6 MI. E. AND 14 MI. S. OF COLORADO CITY,
 CU0365'ON HIGH POINT BETWEEN RED BANK AND BIG SILVER CREEKS, ABOUT 0.3 MI. E.
 CU0365'OF STATE HIGHWAY 208.
 CU0365'
 CU0365'TO REACH FROM INTERSECTION OF STATE HIGHWAYS 208 AND U.S. HIGHWAY 80
 CU0365'AT E. EDGE OF COLORADO CITY, PROCEED SSE. ON HIGHWAY 208 15.1 MI.
 CU0365'TURN LEFT (E.) THRU GATE ON TRACK RD. 0.3 MI. TO TOP OF HILL AND
 CU0365'STATION TO RIGHT OF RD. ABOUT 50 FT.
 CU0365'
 CU0365'STATION MARK--STANDARD TABLET IN TOP OF CONCRETE POST PROJECTING 2
 CU0365'IN., STAMPED ---RED 1958---.
 CU0365'
 CU0365'REFERENCE MARK NO. 1--3/4 IN. DRILL HOLE IN BOULDER, 113.00 FT. FROM
 CU0365'STATIO, N 34 DEG 11 MIN W.
 CU0365'
 CU0365'REFERENCE MARK NO. 2--CHISELED CROSS ON BOULDER, 43.86 FT. FROM
 CU0365'STATION, N 44 DEG 49 MIN E.
 CU0365
 CU0365                          STATION RECOVERY (1961)
 CU0365
 CU0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0365'9.6 MI NW FROM SILVER.
 CU0365'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0365'AT SILVER, THENCE 8.7 MILES NORTHWEST ALONG STATE HIGHWAY 208 TO THE
 CU0365'CREST OF A HILL, THENCE 0.3 MILE EAST ALONG A TRAIL ROAD TO THE TOP OF
 CU0365'A HILL, 74 YARDS SOUTH OF A Y-TRAIL ROAD JUNCTION, 35 FEET WEST OF THE
 CU0365'CENTER LINE OF THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CU0365'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1338 ***********************************************************************
 AJ1338  DESIGNATION -  RED
 AJ1338  PID         -  AJ1338
 AJ1338  STATE/COUNTY-  TX/DUVAL
 AJ1338  USGS QUAD   -  PARRILLA CREEK SE (1967)
 AJ1338
 AJ1338                         *CURRENT SURVEY CONTROL
 AJ1338  ___________________________________________________________________
 AJ1338* NAD 83(1993)-  27 35 14.04631(N)    098 36 48.36486(W)     ADJUSTED  
 AJ1338* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 AJ1338  ___________________________________________________________________
 AJ1338  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AJ1338  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AJ1338
 AJ1338  HORZ ORDER  -  SECOND
 AJ1338
 AJ1338.The horizontal coordinates were established by classical geodetic methods
 AJ1338.and adjusted by the National Geodetic Survey in February 1996..
 AJ1338
 AJ1338.The orthometric height was scaled from a topographic map.
 AJ1338
 AJ1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1338
 AJ1338.The geoid height was determined by GEOID03.
 AJ1338
 AJ1338;                    North         East     Units Scale Factor Converg.
 AJ1338;SPC TX S     - 5,212,791.673   288,800.722   MT  0.99994694   -0 03 05.4
 AJ1338;SPC TX S     -17,102,300.68    947,507.04   sFT  0.99994694   -0 03 05.4
 AJ1338;UTM  14      - 3,051,539.258   538,152.086   MT  0.99961797   +0 10 44.5
 AJ1338
 AJ1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1338!SPC TX S     -   0.99997415  x   0.99994694  =   0.99992109
 AJ1338!UTM  14      -   0.99997415  x   0.99961797  =   0.99959213
 AJ1338
 AJ1338|---------------------------------------------------------------------|
 AJ1338| PID    Reference Object                     Distance      Geod. Az  |
 AJ1338|                                                           dddmmss.s |
 AJ1338| CV2871 RED RM 1                             17.561 METERS 09049     |
 AJ1338| CV2872 RED RM 2                             20.228 METERS 26850     |
 AJ1338| CV2870 RED AZ MK                                          2705529.1 |
 AJ1338|---------------------------------------------------------------------|
 AJ1338
 AJ1338                          SUPERSEDED SURVEY CONTROL
 AJ1338
 AJ1338  NAD 83(1986)-  27 35 14.05155(N)    098 36 48.33948(W) AD(       ) 2
 AJ1338  NAD 27      -  27 35 12.94530(N)    098 36 47.28390(W) AD(       ) 2
 AJ1338
 AJ1338.Superseded values are not recommended for survey control.
 AJ1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1338.See file dsdata.txt to determine how the superseded data were derived.
 AJ1338
 AJ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3815251539(NAD 83)
 AJ1338_MARKER: DS = TRIANGULATION STATION DISK
 AJ1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1338
 AJ1338  HISTORY     - Date     Condition        Report By
 AJ1338  HISTORY     - 1961     MONUMENTED       CGS
 AJ1338
 AJ1338                          STATION DESCRIPTION
 AJ1338
 AJ1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1338'THE STATION IS APPROXIMATELY 20-1/4 MILES SOUTH OF FREER AND
 AJ1338'12 MILES WEST AND 1/2 MILE SOUTH OF BENAVIDES, ON THE SOUTH
 AJ1338'RIGHT-OF-WAY OF A DIRT ROAD.
 AJ1338'
 AJ1338'TO REACH THE STATION FROM THE DEPOT IN BENAVIDES, GO WEST AND
 AJ1338'SOUTHWEST ON STATE HIGHWAY 359 FOR 0.45 MILE TO A CROSSROAD AT
 AJ1338'THE BUCKHORN DRIVE INN.  TURN RIGHT, GO WESTERLY ON A GRADED
 AJ1338'DIRT ROAD FOR 12.0 MILES TO A HOUSE ON THE LEFT.  CONTINUE
 AJ1338'STRAIGHT AHEAD FOR 0.05 MILE TO TOP OF A GRADE AND THE STATION
 AJ1338'ON THE LEFT.
 AJ1338'
 AJ1338'STATION MARKS ARE STANDARD DISKS STAMPED RED 1961.  THE SURFACE
 AJ1338'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 AJ1338'OF THE GROUND.  IT IS 46 FEET SOUTHEAST OF THE CENTER OF THE DIRT
 AJ1338'ROAD, 5 FEET WEST OF A METAL WITNESS POST AND 2.5 FEET NORTHWEST
 AJ1338'OF A FENCE.  THE UNDERGROUND DISK IS CEMENTED IN A DRILL HOLE
 AJ1338'IN BEDROCK 20 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1338'
 AJ1338'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RED NO 1 1961,
 AJ1338'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 48
 AJ1338'FEET SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 1.6 FEET WEST OF A
 AJ1338'METAL WITNESS POST AND 1 FOOT NORTHWEST OF THE FENCE.
 AJ1338'
 AJ1338'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RED NO 2 1961, IS
 AJ1338'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 48 FEET
 AJ1338'SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 1.8 FEET NORTHWEST OF
 AJ1338'THE FENCE AND 2.8 FEET NORTHEAST OF A METAL WITNESS POST.
 AJ1338'
 AJ1338'AZIMUTH MARK, A STANDARD DISK STAMPED RED 1961, IS SET IN A
 AJ1338'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 49 FEET
 AJ1338'NORTHWEST OF THE CENTER OF THE DIRT ROAD, 3.4 FEET NORTHEAST
 AJ1338'OF A POWER POLE, 3 FEET SOUTH OF A METAL WITNESS POST AND
 AJ1338'1.4 FEET SOUTHEAST OF A FENCE.
 AJ1338'
 AJ1338'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON THE
 AJ1338'DIRT ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AJ1338'
 AJ1338'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0655 ***********************************************************************
 EN0655  DESIGNATION -  RED
 EN0655  PID         -  EN0655
 EN0655  STATE/COUNTY-  TX/CHILDRESS
 EN0655  USGS QUAD   -  SMITHDALE (1985)
 EN0655
 EN0655                         *CURRENT SURVEY CONTROL
 EN0655  ___________________________________________________________________
 EN0655* NAD 83(1993)-  34 34 11.62602(N)    100 11 41.91493(W)     ADJUSTED  
 EN0655* NAVD 88     -       521.4    (meters)    1711.     (feet)  VERTCON   
 EN0655  ___________________________________________________________________
 EN0655  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 EN0655  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 EN0655
 EN0655  HORZ ORDER  -  SECOND
 EN0655
 EN0655.The horizontal coordinates were established by classical geodetic methods
 EN0655.and adjusted by the National Geodetic Survey in February 1996..
 EN0655
 EN0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0655
 EN0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0655
 EN0655.The geoid height was determined by GEOID03.
 EN0655
 EN0655;                    North         East     Units Scale Factor Converg.
 EN0655;SPC TX N     - 1,064,014.426   319,752.087   MT  1.00001953   +0 45 22.7
 EN0655;SPC TX N     - 3,490,854.00  1,049,053.31   sFT  1.00001953   +0 45 22.7
 EN0655;UTM  14      - 3,825,996.515   390,386.077   MT  0.99974810   -0 40 41.2
 EN0655
 EN0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0655!SPC TX N     -   0.99992260  x   1.00001953  =   0.99994213
 EN0655!UTM  14      -   0.99992260  x   0.99974810  =   0.99967072
 EN0655
 EN0655|---------------------------------------------------------------------|
 EN0655| PID    Reference Object                     Distance      Geod. Az  |
 EN0655|                                                           dddmmss.s |
 EN0655| CX8049 RED RM 1                             10.618 METERS 02929     |
 EN0655| CX8050 RED RM 2                              9.940 METERS 11226     |
 EN0655| EN0686 CHILDRESS VUMORE TV MAST            APPROX.18.1 KM 1823122.0 |
 EN0655| EN0689 CHILDRESS RED RIVER TV MAST         APPROX.14.3 KM 1863354.4 |
 EN0655| EN0690 CHILDRESS MUN TANK                  APPROX.14.8 KM 1870559.7 |
 EN0655| EN0691 CHILDRESS RAD STA KKR 794 MAST      APPROX.15.2 KM 1893100.1 |
 EN0655| CX8048 RED AZ MK                                          2092204.0 |
 EN0655|---------------------------------------------------------------------|
 EN0655
 EN0655                          SUPERSEDED SURVEY CONTROL
 EN0655
 EN0655  NAD 83(1993)-  34 34 11.62619(N)    100 11 41.91486(W) AD(       ) 2
 EN0655  NAD 83(1986)-  34 34 11.63146(N)    100 11 41.90728(W) AD(       ) 2
 EN0655  NAD 27      -  34 34 11.41395(N)    100 11 40.49417(W) AD(       ) 2
 EN0655  NGVD 29 (07/19/86)  521.1    (m)         1710.     (f) VERT ANG       
 EN0655
 EN0655.Superseded values are not recommended for survey control.
 EN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0655.See file dsdata.txt to determine how the superseded data were derived.
 EN0655
 EN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9038625997(NAD 83)
 EN0655_MARKER: DS = TRIANGULATION STATION DISK
 EN0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0655
 EN0655  HISTORY     - Date     Condition        Report By
 EN0655  HISTORY     - 1967     MONUMENTED       CGS
 EN0655
 EN0655                          STATION DESCRIPTION
 EN0655
 EN0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0655'THE STATION IS ABOUT 10 MILES NORTH OF CHILDRESS, 1/4 MILE WEST OF
 EN0655'U.S. HIGHWAY 83, ON THE NORTH BANK OF THE PRAIRIE DOG TOWN FORK RED
 EN0655'RIVER AND ON PROPERTY OWNED BY VERA RENFRO OF CHILDRESS, TEXAS.
 EN0655'
 EN0655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287, 83 AND
 EN0655'62 IN THE WEST EDGE OF CHILDRESS, GO NORTH ON U.S. HIGHWAY 83-62 FOR
 EN0655'9.05 MILE TO THE SOUTH END OF THE BRIDGE ACROSS THE RED RIVER AND
 EN0655'THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.45 MILE TO THE NORTH
 EN0655'END OF THE BRIDGE.  AT THIS POINT BEAR LEFT AND DRIVE NORTH ALONG
 EN0655'THE WEST RIGHT-OF-WAY OF THE HIGHWAY, ON A DIM TRACK ROAD FOR
 EN0655'0.1 MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO
 EN0655'SOUTHWEST ON THE FIELD ROAD FOR 0.1 MILE.  AT THIS POINT BEAR LEFT
 EN0655'FOR 0.05 MILE TO THE STATION.
 EN0655'
 EN0655'THE STATION MARK IS A STANDARD DISK, STAMPED RED 1967, SET IN THE
 EN0655'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0655'5 INCHES ABOVE THE GROUND.  IT IS 82 FEET WEST OF A POWERLINE POLE,
 EN0655'24 FEET NORTH OF THE SOUTH EDGE OF THE RIVER BANK AND 8.0 FEET
 EN0655'NORTHWEST OF A WITNESS POST.
 EN0655'
 EN0655'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RED NO 1 1967, SET IN
 EN0655'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0655'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 42.9 FEET NORTHWEST OF THE
 EN0655'WITNESS POST AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 EN0655'
 EN0655'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RED NO 2 1967, SET IN
 EN0655'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0655'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 52.8 FEET WEST OF THE
 EN0655'POWERLINE POLE, 32.5 FEET NORTHEAST OF A WITNESS POST AND ABOUT
 EN0655'1 FOOT LOWER IN ELEVATION THAN THE STATION.
 EN0655'
 EN0655'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RED 1967, CEMENTED IN A
 EN0655'DRILL HOLE IN THE CONCRETE PAVEMENT OF THE OLD HIGHWAY, FLUSH WITH
 EN0655'THE GROUND.  IT IS 48 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 EN0655'83-62, 33 FEET WEST-SOUTHWEST OF THE SOUTH END OF THE WEST RAIL
 EN0655'OF THE BRIDGE AND 5.1 FEET EAST OF A WITNESS POST.
 EN0655'
 EN0655'THE UNDERGROUND DISK IS SET 42 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0795 ***********************************************************************
 EN0795  DESIGNATION -  RED
 EN0795  PID         -  EN0795
 EN0795  STATE/COUNTY-  TX/DONLEY
 EN0795  USGS QUAD   -  BUFFALO ARROYO (1963)
 EN0795
 EN0795                         *CURRENT SURVEY CONTROL
 EN0795  ___________________________________________________________________
 EN0795* NAD 83(1993)-  34 59 13.45603(N)    101 00 14.09046(W)     ADJUSTED  
 EN0795* NAVD 88     -       884.     (meters)    2900.     (feet)  SCALED    
 EN0795  ___________________________________________________________________
 EN0795  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EN0795  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EN0795
 EN0795  HORZ ORDER  -  FIRST
 EN0795
 EN0795.The horizontal coordinates were established by classical geodetic methods
 EN0795.and adjusted by the National Geodetic Survey in February 1996..
 EN0795
 EN0795.The orthometric height was scaled from a topographic map.
 EN0795
 EN0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0795
 EN0795.The geoid height was determined by GEOID03.
 EN0795
 EN0795;                    North         East     Units Scale Factor Converg.
 EN0795;SPC TX N     - 1,109,616.461   245,290.949   MT  0.99993897   +0 17 15.0
 EN0795;SPC TX N     - 3,640,466.67    804,758.72   sFT  0.99993897   +0 17 15.0
 EN0795;UTM  14      - 3,873,443.732   317,097.895   MT  1.00001231   -1 08 57.6
 EN0795
 EN0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0795!SPC TX N     -   0.99986542  x   0.99993897  =   0.99980440
 EN0795!UTM  14      -   0.99986542  x   1.00001231  =   0.99987773
 EN0795
 EN0795:                Primary Azimuth Mark                     Grid Az
 EN0795:SPC TX N     -  CLARENDON GRAIN CO ELEVATOR              115 52 18.1
 EN0795:UTM  14      -  CLARENDON GRAIN CO ELEVATOR              117 18 30.7
 EN0795
 EN0795|---------------------------------------------------------------------|
 EN0795| PID    Reference Object                     Distance      Geod. Az  |
 EN0795|                                                           dddmmss.s |
 EN0795| EN0791 CLARENDON GRAIN CO ELEVATOR         APPROX.11.6 KM 1160933.1 |
 EN0795| EN0793 CLARENDON CABLE TV MAST             APPROX.10.3 KM 1200723.2 |
 EN0795| CJ8242 RED RM 1                              6.849 METERS 12707     |
 EN0795| CJ8241 RED AZ MK                                          1282946.4 |
 EN0795| CJ8243 RED RM 2                              7.423 METERS 21814     |
 EN0795|---------------------------------------------------------------------|
 EN0795
 EN0795                          SUPERSEDED SURVEY CONTROL
 EN0795
 EN0795  NAD 83(1993)-  34 59 13.45877(N)    101 00 14.08744(W) AD(       ) 1
 EN0795  NAD 83(1986)-  34 59 13.46182(N)    101 00 14.08259(W) AD(       ) 1
 EN0795  NAD 27      -  34 59 13.28214(N)    101 00 12.54769(W) AD(       ) 1
 EN0795
 EN0795.Superseded values are not recommended for survey control.
 EN0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0795.See file dsdata.txt to determine how the superseded data were derived.
 EN0795
 EN0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1709873444(NAD 83)
 EN0795_MARKER: DS = TRIANGULATION STATION DISK
 EN0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0795+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 EN0795
 EN0795  HISTORY     - Date     Condition        Report By
 EN0795  HISTORY     - 1964     MONUMENTED       CGS
 EN0795  HISTORY     - 20040804 GOOD             USPSQD
 EN0795
 EN0795                          STATION DESCRIPTION
 EN0795
 EN0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0795'THE STATION IS ABOUT 7 MILES NORTHWEST OF CLARENDON, 2-1/2 MILES
 EN0795'SOUTHEAST OF THE VILLAGE OF ASHTOLA, ON THE NORTHEAST RIGHT-OF-WAY
 EN0795'OF U.S. HIGHWAY 287.
 EN0795'
 EN0795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EN0795'HIGHWAY 70, IN THE WEST EDGE OF CLARENDON, GO NORTHWEST ON U.S.
 EN0795'HIGHWAY 284 FOR 6.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 EN0795'CONTINUE NORTHWEST ON HIGHWAY FOR 0.6 MILE TO A SMALL RISE AND THE
 EN0795'STATION ON THE RIGHT.
 EN0795'
 EN0795'STATION MARK IS A STANDARD DISK, STAMPED RED 1964, SET IN THE TOP OF
 EN0795'A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 91 FEET
 EN0795'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANE OF U.S.
 EN0795'HIGHWAY 287, 56 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A RAILROAD
 EN0795'TRACKS, 15 FEET NORTH-NORTHEAST OF A TELEPHONE LINE POLE AND 6
 EN0795'FEET SOUTHEAST OF A WITNESS POST.
 EN0795'
 EN0795'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RED NO 1 1964, SET IN
 EN0795'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EN0795'SURFACE.  IT IS 90 FEET NORTHEAST OF THE CENTERLINE OF THE
 EN0795'NORTHWEST LANE OF THE HIGHWAY, 55 FEET SOUTHWEST OF THE SOUTHWEST
 EN0795'RAIL OF THE RAILROAD TRACKS, 24 FEET EAST OF THE TELEPHONE
 EN0795'LINE POLE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0795'
 EN0795'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RED NO 2 1964, SET IN
 EN0795'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 5
 EN0795'INCHES.  IT IS 67 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 EN0795'LANE OF THE HIGHWAY, 9 FEET SOUTH-SOUTHWEST OF THE TELEPHONE LINE
 EN0795'POLE AND ABOUT 4 FEET LOWER THAN THE STATION.
 EN0795'
 EN0795'AZIMUTH MARK IS A STANDARD DISK, STAMPED RED 1964, SET IN THE TOP OF
 EN0795'A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT IS
 EN0795'60 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANE OF
 EN0795'U.S. HIGHWAY 287, 2.5 FEET WEST-NORTHWEST OF A POWERLINE POLE AND
 EN0795'1.6 FEET EAST OF A WITNESS POST.
 EN0795
 EN0795                          STATION RECOVERY (2004)
 EN0795
 EN0795'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0795'R1 FOUND, R2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1695 ***********************************************************************
 FL1695  DESIGNATION -  RED
 FL1695  PID         -  FL1695
 FL1695  STATE/COUNTY-  TX/HUTCHINSON
 FL1695  USGS QUAD   -  PRINGLE (1978)
 FL1695
 FL1695                         *CURRENT SURVEY CONTROL
 FL1695  ___________________________________________________________________
 FL1695* NAD 83(1993)-  35 57 53.99715(N)    101 23 11.82574(W)     ADJUSTED  
 FL1695* NAVD 88     -      1004.     (meters)    3294.     (feet)  SCALED    
 FL1695  ___________________________________________________________________
 FL1695  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 FL1695  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FL1695
 FL1695  HORZ ORDER  -  THIRD
 FL1695
 FL1695.The horizontal coordinates were established by classical geodetic methods
 FL1695.and adjusted by the National Geodetic Survey in February 1996..
 FL1695
 FL1695.The orthometric height was scaled from a topographic map.
 FL1695
 FL1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1695
 FL1695.The geoid height was determined by GEOID03.
 FL1695
 FL1695;                    North         East     Units Scale Factor Converg.
 FL1695;SPC TX N     - 1,218,000.855   210,226.983   MT  0.99995636   +0 03 56.6
 FL1695;SPC TX N     - 3,996,057.81    689,719.69   sFT  0.99995636   +0 03 56.6
 FL1695;UTM  14      - 3,982,699.675   284,785.290   MT  1.00017075   -1 24 07.8
 FL1695
 FL1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1695!SPC TX N     -   0.99984661  x   0.99995636  =   0.99980298
 FL1695!UTM  14      -   0.99984661  x   1.00017075  =   1.00001734
 FL1695
 FL1695|---------------------------------------------------------------------|
 FL1695| PID    Reference Object                     Distance      Geod. Az  |
 FL1695|                                                           dddmmss.s |
 FL1695| CJ8236 RED RM 1                             19.066 METERS 03848     |
 FL1695| CJ8237 RED RM 2                             16.640 METERS 20824     |
 FL1695| CJ8235 RED AZ MK                                          2133839.9 |
 FL1695| FL1690 PRINGLE MARTIN LANE GRAIN ELEV      APPROX. 6.4 KM 2531057.2 |
 FL1695| FL1691 PRINGLE BARNETT GRAIN CO ELEV       APPROX. 6.4 KM 2551321.8 |
 FL1695|---------------------------------------------------------------------|
 FL1695
 FL1695                          SUPERSEDED SURVEY CONTROL
 FL1695
 FL1695  NAD 83(1993)-  35 57 53.99703(N)    101 23 11.82580(W) AD(       ) 3
 FL1695  NAD 83(1986)-  35 57 54.00562(N)    101 23 11.81361(W) AD(       ) 3
 FL1695  NAD 27      -  35 57 53.87300(N)    101 23 10.22200(W) AD(       ) 3
 FL1695
 FL1695.Superseded values are not recommended for survey control.
 FL1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1695.See file dsdata.txt to determine how the superseded data were derived.
 FL1695
 FL1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8478582700(NAD 83)
 FL1695_MARKER: DS = TRIANGULATION STATION DISK
 FL1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1695
 FL1695  HISTORY     - Date     Condition        Report By
 FL1695  HISTORY     - 1952     MONUMENTED       CGS
 FL1695
 FL1695                          STATION DESCRIPTION
 FL1695
 FL1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1695'THE STATION IS LOCATED 10 MILES NORTH-NORTHEAST OF STINNETT.
 FL1695'7.7 MILES SOUTHWEST OF THE HUTCHINSON-HANSFORD COUNTY LINE.
 FL1695'4.2 MILES NORTH-NORTHEAST OF PRINGLE ON THE ROAD RIGHT-OF-WAY.
 FL1695'50 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 117.  33
 FL1695'FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD AND 10 FEET
 FL1695'SOUTHWEST OF A WITNESS POST.  IT IS STAMPED RED 1952 AND PROJECTS
 FL1695'2 INCHES.
 FL1695'
 FL1695'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1695'POSTS.
 FL1695'
 FL1695'TO REACH THE STATION FROM THE COURT HOUSE IN STINNETT, GO
 FL1695'NORTHERLY ON STATE HIGHWAY 117 FOR 6.4 MILES TO OVERPASS OVER
 FL1695'RAILROAD.  CONTINUE NORTHEAST ON STATE HIGHWAY 117 FOR 4.35
 FL1695'MILES TO CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE
 FL1695'AS DESCRIBED.
 FL1695'
 FL1695'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 FL1695'HIGHWAY 117 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FL1695'DESCRIBED.
 FL1695'
 FL1695'REFERENCE MARK NO. 1 IS 46 FEET WEST OF THE CENTER LINE OF
 FL1695'STATE HIGHWAY 117.  3 FEET EAST OF A FENCE CORNER AND IS ON
 FL1695'THE ROAD RIGHT-OF-WAY.  IT IS STAMPED RED NO 1 1952 AND PROJECTS
 FL1695'2 INCHES.
 FL1695'
 FL1695'REFERENCE MARK NO. 2 IS 36 FEET WEST OF THE CENTER LINE OF
 FL1695'STATE HIGHWAY 117 AND IS ON THE ROAD RIGHT-OF-WAY.  IT IS STAMPED
 FL1695'RED NO 2 1952 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 FL1695'
 FL1695'THE AZIMUTH MARK IS 42 FEET EAST OF THE CENTER LINE OF STATE
 FL1695'HIGHWAY 117.  3 FEET SOUTHWEST OF A WITNESS POST.  2 FEET WEST OF
 FL1695'A FENCE LINE AND IS ON THE ROAD RIGHT-OF-WAY.  IT IS STAMPED
 FL1695'RED 1952 AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1046 ***********************************************************************
 CD1046  DESIGNATION -  RED
 CD1046  PID         -  CD1046
 CD1046  STATE/COUNTY-  TX/HUDSPETH
 CD1046  USGS QUAD   -  BLACK HILLS (1979)
 CD1046
 CD1046                         *CURRENT SURVEY CONTROL
 CD1046  ___________________________________________________________________
 CD1046* NAD 83(1993)-  31 24 23.60496(N)    105 18 38.10485(W)     ADJUSTED  
 CD1046* NAVD 88     -      1419.     (meters)    4656.     (feet)  SCALED    
 CD1046  ___________________________________________________________________
 CD1046  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 CD1046  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CD1046
 CD1046  HORZ ORDER  -  THIRD
 CD1046
 CD1046.The horizontal coordinates were established by classical geodetic methods
 CD1046.and adjusted by the National Geodetic Survey in February 1996..
 CD1046
 CD1046.The orthometric height was scaled from a topographic map.
 CD1046
 CD1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1046
 CD1046.The geoid height was determined by GEOID03.
 CD1046
 CD1046;                    North         East     Units Scale Factor Converg.
 CD1046;SPC TX C     - 3,203,463.905   226,882.004   MT  0.99990666   -2 33 48.9
 CD1046;SPC TX C     -10,510,031.16    744,362.04   sFT  0.99990666   -2 33 48.9
 CD1046;UTM  13      - 3,474,701.776   470,476.176   MT  0.99961075   -0 09 42.7
 CD1046
 CD1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1046!SPC TX C     -   0.99978087  x   0.99990666  =   0.99968755
 CD1046!UTM  13      -   0.99978087  x   0.99961075  =   0.99939170
 CD1046
 CD1046:                Primary Azimuth Mark                     Grid Az
 CD1046:SPC TX C     -  C 705                                    221 16 23.9
 CD1046:UTM  13      -  C 705                                    218 52 17.7
 CD1046
 CD1046|---------------------------------------------------------------------|
 CD1046| PID    Reference Object                     Distance      Geod. Az  |
 CD1046|                                                           dddmmss.s |
 CD1046| CD0505 C 705                               APPROX. 5.9 KM 2184235.0 |
 CD1046|---------------------------------------------------------------------|
 CD1046
 CD1046                          SUPERSEDED SURVEY CONTROL
 CD1046
 CD1046  NAD 83(1986)-  31 24 23.60821(N)    105 18 38.10072(W) AD(       ) 3
 CD1046  NAD 27      -  31 24 23.16566(N)    105 18 36.26527(W) AD(       ) 3
 CD1046
 CD1046.Superseded values are not recommended for survey control.
 CD1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1046.See file dsdata.txt to determine how the superseded data were derived.
 CD1046
 CD1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ7047674702(NAD 83)
 CD1046_MARKER: DD = SURVEY DISK
 CD1046_SETTING: 66 = SET IN ROCK OUTCROP
 CD1046_SP_SET: SET IN A ROCK LEDGE
 CD1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD1046+STABILITY: POSITION/ELEVATION WELL
 CD1046
 CD1046  HISTORY     - Date     Condition        Report By
 CD1046  HISTORY     - 1945     MONUMENTED       USGS
 CD1046
 CD1046                          STATION DESCRIPTION
 CD1046
 CD1046'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1046'STATION LOCATED 15 MI. N AND 3.5 MI. E FROM SIERRA BLANCA.  IT IS
 CD1046'ABOUT 3 MILES E. OF MAIN ROAD TO U.S. HIGHWAY 62, ABOUT 2.25 MI. NE
 CD1046'OF MAUPIN RANCH HOUSE, ABOUT 0.25 MI. W OF LARGE EARTH TANK.  ON A
 CD1046'SMALL ROCKY HILL THAT LOOKS RED FROM A DISTANCE.
 CD1046'
 CD1046'STATION MARK--STANDARD TABLET STAMPED -RED 1945-, SET IN A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1933 ***********************************************************************
 FL1933  DESIGNATION -  RED
 FL1933  PID         -  FL1933
 FL1933  STATE/COUNTY-  TX/WHEELER
 FL1933  USGS QUAD   -  KELTON NW (1963)
 FL1933
 FL1933                         *CURRENT SURVEY CONTROL
 FL1933  ___________________________________________________________________
 FL1933* NAD 83(1993)-  35 26 40.00943(N)    100 12 43.21710(W)     ADJUSTED  
 FL1933* NAVD 88     -       764.     (meters)    2507.     (feet)  SCALED    
 FL1933  ___________________________________________________________________
 FL1933  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 FL1933  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 FL1933
 FL1933  HORZ ORDER  -  SECOND
 FL1933
 FL1933.The horizontal coordinates were established by classical geodetic methods
 FL1933.and adjusted by the National Geodetic Survey in February 1996..
 FL1933
 FL1933.The orthometric height was scaled from a topographic map.
 FL1933
 FL1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1933
 FL1933.The geoid height was determined by GEOID03.
 FL1933
 FL1933;                    North         East     Units Scale Factor Converg.
 FL1933;SPC TX N     - 1,161,003.770   316,925.713   MT  0.99991098   +0 44 47.2
 FL1933;SPC TX N     - 3,809,059.87  1,039,780.44   sFT  0.99991098   +0 44 47.2
 FL1933;UTM  14      - 3,923,007.112   390,001.192   MT  0.99974911   -0 42 10.5
 FL1933
 FL1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1933!SPC TX N     -   0.99988427  x   0.99991098  =   0.99979526
 FL1933!UTM  14      -   0.99988427  x   0.99974911  =   0.99963341
 FL1933
 FL1933|---------------------------------------------------------------------|
 FL1933| PID    Reference Object                     Distance      Geod. Az  |
 FL1933|                                                           dddmmss.s |
 FL1933| CL3824 RED RM 1                             13.630 METERS 08915     |
 FL1933| FL1935 RED 2                                 9.009 METERS 18400     |
 FL1933| CL3825 RED RM 2                             13.219 METERS 26929     |
 FL1933| FL1937 RED AZ MK                           APPROX. 1.6 KM 2710643.0 |
 FL1933|---------------------------------------------------------------------|
 FL1933
 FL1933                          SUPERSEDED SURVEY CONTROL
 FL1933
 FL1933  NAD 83(1993)-  35 26 40.00993(N)    100 12 43.21692(W) AD(       ) 2
 FL1933  NAD 83(1986)-  35 26 40.01326(N)    100 12 43.20687(W) AD(       ) 2
 FL1933  NAD 27      -  35 26 39.84200(N)    100 12 41.77700(W) AD(       ) 2
 FL1933
 FL1933.Superseded values are not recommended for survey control.
 FL1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1933.See file dsdata.txt to determine how the superseded data were derived.
 FL1933
 FL1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9000123007(NAD 83)
 FL1933_MARKER: DS = TRIANGULATION STATION DISK
 FL1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1933
 FL1933  HISTORY     - Date     Condition        Report By
 FL1933  HISTORY     - 1951     MONUMENTED       CGS
 FL1933  HISTORY     - 1957     GOOD             CGS
 FL1933
 FL1933                          STATION DESCRIPTION
 FL1933
 FL1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1933'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF WHEELER, 50 FEET
 FL1933'SOUTH OF THE CENTERLINE OF STATE ROUTE 152, 5 FEET EAST OF A
 FL1933'WITNESS POST, 3 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 FL1933'FIELD, AND ON THE HIGHWAY RIGHT-OF-WAY.  THE MARK IS A BRONZE
 FL1933'DISK STAMPED RED 1950, AND SET IN A CONCRETE CYLINDER WHICH
 FL1933'PROJECTS 3 INCHES.
 FL1933'
 FL1933'REFERENCE MARK NO. 1 IS 49 FEET SOUTH OF THE CENTERLINE OF
 FL1933'STATE ROUTE 152, AND 3 FEET WEST OF A TELEPHONE POLE.  THE MARK
 FL1933'IS A BRONZE DISK STAMPED RED NO 1 1950, AND SET IN A CONCRETE
 FL1933'CYLINDER WHICH PROJECTS 3 INCHES.
 FL1933'
 FL1933'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF THE CENTERLINE OF STATE
 FL1933'ROUTE 152, AND 3 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 FL1933'FIELD.  THE MARK IS A BRONZE DISK STAMPED RED NO 2 1950, AND SET
 FL1933'IN A CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
 FL1933'
 FL1933'THE AZIMUTH MARK IS 42 FEET NORTH OF THE CENTERLINE OF STATE
 FL1933'ROUTE 152, 4 FEET SOUTH OF A FENCE LINE, AND 3 FEET EAST OF A
 FL1933'WITNESS POST.  THE MARK IS A BRONZE DISK STAMPED RED 1950, AND
 FL1933'SET IN A CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
 FL1933'
 FL1933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 FL1933'STATE ROUTE 152 IN WHEELER.  GO EAST ON STATE ROUTE 152 FOR
 FL1933'2.5 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 FL1933'FOR 1.0 MILE TO THE STATION ON THE RIGHT.
 FL1933
 FL1933                          STATION RECOVERY (1957)
 FL1933
 FL1933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WCR)
 FL1933'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL RECOVERED
 FL1933'IN GOOD CONDITION.  NEW HIGHWAY CONSTRUCTION INCLUDED THE SITE
 FL1933'OF THE STATION AND REFERENCE MARKS.  RED 2 1957 WAS ESTABLISHED
 FL1933'IN THE VICINITY AND THE AZIMUTH MARK FOR RED WAS OBSERVED FOR
 FL1933'AZIMUTH TO RED 2.  RED AND R.M. NOS 1 AND 2 WERE DESTROYED AFTER
 FL1933'RED 2 1957 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0216 ***********************************************************************
 AP0216  DESIGNATION -  RED 1918
 AP0216  PID         -  AP0216
 AP0216  STATE/COUNTY-  TX/DIMMIT
 AP0216  USGS QUAD   -  SAN PEDRO CREEK (1982)
 AP0216
 AP0216                         *CURRENT SURVEY CONTROL
 AP0216  ___________________________________________________________________
 AP0216* NAD 83(1993)-  28 20 29.34889(N)    100 02 19.90551(W)     ADJUSTED  
 AP0216* NAVD 88     -       262.1    (meters)     860.     (feet)  VERTCON   
 AP0216  ___________________________________________________________________
 AP0216  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AP0216  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AP0216
 AP0216  HORZ ORDER  -  SECOND
 AP0216
 AP0216.The horizontal coordinates were established by classical geodetic methods
 AP0216.and adjusted by the National Geodetic Survey in February 1996..
 AP0216
 AP0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0216
 AP0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0216
 AP0216.The geoid height was determined by GEOID03.
 AP0216
 AP0216;                    North         East     Units Scale Factor Converg.
 AP0216;SPC TXSC     - 4,056,772.012   498,139.563   MT  1.00001227   -0 30 32.2
 AP0216;SPC TXSC     -13,309,592.84  1,634,312.88   sFT  1.00001227   -0 30 32.2
 AP0216;UTM  14      - 3,135,469.697   398,177.131   MT  0.99972796   -0 29 35.6
 AP0216
 AP0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0216!SPC TXSC     -   0.99996251  x   1.00001227  =   0.99997478
 AP0216!UTM  14      -   0.99996251  x   0.99972796  =   0.99969048
 AP0216
 AP0216                          SUPERSEDED SURVEY CONTROL
 AP0216
 AP0216  NAD 83(1986)-  28 20 29.34515(N)    100 02 19.88245(W) AD(       ) 2
 AP0216  NAD 27      -  28 20 28.38100(N)    100 02 18.66700(W) AD(       ) 2
 AP0216  NGVD 29 (07/19/86)  262.0    (m)          860.     (f) VERT ANG       
 AP0216
 AP0216.Superseded values are not recommended for survey control.
 AP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0216.See file dsdata.txt to determine how the superseded data were derived.
 AP0216
 AP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS9817735470(NAD 83)
 AP0216_MARKER: DS = TRIANGULATION STATION DISK
 AP0216_SETTING: 0 = UNSPECIFIED SETTING
 AP0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0216
 AP0216  HISTORY     - Date     Condition        Report By
 AP0216  HISTORY     - 1918     MONUMENTED       CGS
 AP0216  HISTORY     - 1935     GOOD             CGS
 AP0216
 AP0216                          STATION DESCRIPTION
 AP0216
 AP0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0216'STATION IS ABOUT 7 MILES N OF W FROM DENTONIO, 500 METERS
 AP0216'(1,640 FEET) N OF AN OLD WINDMILL IN THE SALZANORA PASTURE.
 AP0216'
 AP0216'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0216'CONCRETE.
 AP0216'
 AP0216'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0216'
 AP0216'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0216'CONCRETE.  ITS DISTANCE AND AZIMUTH FROM STATION NOT RECORDED.
 AP0216
 AP0216                          STATION RECOVERY (1935)
 AP0216
 AP0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WIG)
 AP0216'STATION IN GOOD CONDITION.
 AP0216'
 AP0216'ORIGINAL DESCRIPTION GOOD EXCEPT THE REFERENCE TO THE WINDMILL,
 AP0216'WHICH IS NO LONGER STANDING.  THERE IS A WINDMILL AND COWBOYS
 AP0216'SHACK ABOUT 1 MILE SE OF THE STATION.  THERE IS A N-S AND
 AP0216'E-W CROSS FENCE 850 FEET NW OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6144 ***********************************************************************
 AW6144  DESIGNATION -  RED 1930
 AW6144  PID         -  AW6144
 AW6144  STATE/COUNTY-  TX/HARRIS
 AW6144  USGS QUAD   -  MORGANS POINT (1993)
 AW6144
 AW6144                         *CURRENT SURVEY CONTROL
 AW6144  ___________________________________________________________________
 AW6144* NAD 83(1993)-  29 39 45.09002(N)    094 58 18.77831(W)     ADJUSTED  
 AW6144* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6144  ___________________________________________________________________
 AW6144  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6144  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6144
 AW6144  HORZ ORDER  -  THIRD
 AW6144
 AW6144.The horizontal coordinates were established by classical geodetic methods
 AW6144.and adjusted by the National Geodetic Survey in February 1996..
 AW6144
 AW6144.The orthometric height was scaled from a topographic map.
 AW6144
 AW6144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6144
 AW6144.The geoid height was determined by GEOID03.
 AW6144
 AW6144;                    North         East     Units Scale Factor Converg.
 AW6144;SPC TXSC     - 4,209,438.005   989,842.254   MT  0.99987953   +1 58 24.3
 AW6144;SPC TXSC     -13,810,464.52  3,247,507.46   sFT  0.99987953   +1 58 24.3
 AW6144;UTM  15      - 3,283,016.980   309,156.912   MT  1.00004940   -0 58 34.2
 AW6144
 AW6144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6144!SPC TXSC     -   1.00000411  x   0.99987953  =   0.99988364
 AW6144!UTM  15      -   1.00000411  x   1.00004940  =   1.00005351
 AW6144
 AW6144                          SUPERSEDED SURVEY CONTROL
 AW6144
 AW6144  NAD 83(1986)-  29 39 45.10648(N)    094 58 18.75925(W) AD(       ) 3
 AW6144  NAD 27      -  29 39 44.28411(N)    094 58 18.02451(W) AD(       ) 3
 AW6144
 AW6144.Superseded values are not recommended for survey control.
 AW6144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6144.See file dsdata.txt to determine how the superseded data were derived.
 AW6144
 AW6144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0915783017(NAD 83)
 AW6144_MARKER: Z = SEE DESCRIPTION
 AW6144_SETTING: 0 = UNSPECIFIED SETTING
 AW6144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6144
 AW6144  HISTORY     - Date     Condition        Report By
 AW6144  HISTORY     - 1930     MONUMENTED       CGS
 AW6144  HISTORY     - 1957     GOOD             LOCSUR
 AW6144
 AW6144                          STATION DESCRIPTION
 AW6144
 AW6144'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6144'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 80+00.
 AW6144'IT IS LOCATED ON NARROW SAND POINT EXTENDING OUT TO S FROM SW
 AW6144'CORNER OF ATKINSON ISLAND, ON THE E SIDE OF SHIP CHANNEL, AND
 AW6144'ABREAST OF BLACK PILE 2,000 FEET N OF BEACON 26.  STATION IS
 AW6144'61 METERS FROM THE SHORELINE TO THE W.  TO THE E IS 700 FEET OF
 AW6144'MUD FLAT, BARE AT LOW WATER.
 AW6144'
 AW6144'STATION MARK IS A 2- BY 4-INCH WOODEN STAKE PAINTED WHITE WITH A
 AW6144'COPPER TACK IN TOP.
 AW6144'
 AW6144'THE REFERENCE MARKS ARE 1/2-INCH BRASS RODS SET IN THE TOPS
 AW6144'OF 4-INCH SQUARE CONCRETE POSTS PROJECTING 3 INCHES ABOVE GROUND
 AW6144'AND HAVING THE REFERENCE NUMBERS STAMPED ON THEM.
 AW6144'
 AW6144'REFERENCE MARK 1 IS 15.22 METERS FROM THE STATION
 AW6144'S 14 DEG E AND REFERENCE MARK 2 IS 12.92 METERS FROM THE
 AW6144'STATION N 55 DEG E.
 AW6144
 AW6144                          STATION RECOVERY (1957)
 AW6144
 AW6144'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957
 AW6144'REPORT OF KENNETH AND DOUGLAS BREAKER, RT. 1 BOX 111 LA PORTE,
 AW6144'TEXAS DATED 10 JULY 1957.
 AW6144'
 AW6144'WE WOULD LIKE TO INFORM YOU THAT REFERENCE MARK NO. 2 WHICH IS
 AW6144'LOCATED ON RED BLUFF IS CAVING OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6083 ***********************************************************************
 AW6083  DESIGNATION -  RED 1933
 AW6083  PID         -  AW6083
 AW6083  STATE/COUNTY-  TX/GALVESTON
 AW6083  USGS QUAD   -  SMITH POINT (1993)
 AW6083
 AW6083                         *CURRENT SURVEY CONTROL
 AW6083  ___________________________________________________________________
 AW6083* NAD 83(1993)-  29 32 48.21677(N)    094 47 53.61739(W)     ADJUSTED  
 AW6083* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6083  ___________________________________________________________________
 AW6083  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6083  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW6083
 AW6083  HORZ ORDER  -  THIRD
 AW6083
 AW6083.The horizontal coordinates were established by classical geodetic methods
 AW6083.and adjusted by the National Geodetic Survey in February 1996..
 AW6083
 AW6083.The orthometric height was scaled from a topographic map.
 AW6083
 AW6083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6083
 AW6083.The geoid height was determined by GEOID03.
 AW6083
 AW6083;                    North         East     Units Scale Factor Converg.
 AW6083;SPC TXSC     - 4,197,203.495 1,007,102.628   MT  0.99987005   +2 03 30.6
 AW6083;SPC TXSC     -13,770,325.13  3,304,135.87   sFT  0.99987005   +2 03 30.6
 AW6083;UTM  15      - 3,269,909.320   325,767.620   MT  0.99997458   -0 53 13.2
 AW6083
 AW6083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6083!SPC TXSC     -   1.00000408  x   0.99987005  =   0.99987413
 AW6083!UTM  15      -   1.00000408  x   0.99997458  =   0.99997866
 AW6083
 AW6083                          SUPERSEDED SURVEY CONTROL
 AW6083
 AW6083  NAD 83(1986)-  29 32 48.23333(N)    094 47 53.59868(W) AD(       ) 3
 AW6083  NAD 27      -  29 32 47.41053(N)    094 47 52.88814(W) AD(       ) 3
 AW6083
 AW6083.Superseded values are not recommended for survey control.
 AW6083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6083.See file dsdata.txt to determine how the superseded data were derived.
 AW6083
 AW6083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2576869909(NAD 83)
 AW6083_MARKER: DS = TRIANGULATION STATION DISK
 AW6083_SETTING: 0 = UNSPECIFIED SETTING
 AW6083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6083
 AW6083  HISTORY     - Date     Condition        Report By
 AW6083  HISTORY     - 1933     MONUMENTED       CGS
 AW6083
 AW6083                          STATION DESCRIPTION
 AW6083
 AW6083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6083'NEAR THE W END OF AN ISLAND IN RED FISH REEF, ABOUT 800 METERS
 AW6083'DUE W OF THE MAINLAND AT SMITH POINT.  IT IS 53 METERS E OF A
 AW6083'REEF MARKER (A 2-INCH IRON PIPE, 15 FEET HIGH, SURMOUNTED BY A
 AW6083'SLATTED DAY SIGNAL) ON THE W END OF THE ISLAND, AND 9 METERS S
 AW6083'OF THE N SHORE.
 AW6083'
 AW6083'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A CONCRETE
 AW6083'POST.
 AW6083'
 AW6083'NO REFERENCE MARK WAS SET.
 AW6083'
 AW6083'EAGLE POINT IS 5-1/4 MILES DISTANT S 62 DEG 42 MIN W.
 AW6083'
 AW6083'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1935 ***********************************************************************
 FL1935  DESIGNATION -  RED 2
 FL1935  PID         -  FL1935
 FL1935  STATE/COUNTY-  TX/WHEELER
 FL1935  USGS QUAD   -  KELTON NW (1963)
 FL1935
 FL1935                         *CURRENT SURVEY CONTROL
 FL1935  ___________________________________________________________________
 FL1935* NAD 83(1993)-  35 26 39.71782(N)    100 12 43.24199(W)     ADJUSTED  
 FL1935* NAVD 88     -       764.     (meters)    2507.     (feet)  SCALED    
 FL1935  ___________________________________________________________________
 FL1935  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 FL1935  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 FL1935
 FL1935  HORZ ORDER  -  THIRD
 FL1935
 FL1935.The horizontal coordinates were established by classical geodetic methods
 FL1935.and adjusted by the National Geodetic Survey in February 1996..
 FL1935.No horizontal observational check was made to the station.
 FL1935
 FL1935.The orthometric height was scaled from a topographic map.
 FL1935
 FL1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1935
 FL1935.The geoid height was determined by GEOID03.
 FL1935
 FL1935;                    North         East     Units Scale Factor Converg.
 FL1935;SPC TX N     - 1,160,994.777   316,925.202   MT  0.99991098   +0 44 47.2
 FL1935;SPC TX N     - 3,809,030.36  1,039,778.77   sFT  0.99991098   +0 44 47.2
 FL1935;UTM  14      - 3,922,998.136   390,000.454   MT  0.99974911   -0 42 10.6
 FL1935
 FL1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1935!SPC TX N     -   0.99988427  x   0.99991098  =   0.99979526
 FL1935!UTM  14      -   0.99988427  x   0.99974911  =   0.99963341
 FL1935
 FL1935|---------------------------------------------------------------------|
 FL1935| PID    Reference Object                     Distance      Geod. Az  |
 FL1935|                                                           dddmmss.s |
 FL1935| FL1933 RED                                   9.009 METERS 00400     |
 FL1935| CL3826 RED 2 RM 1                           14.175 METERS 08942     |
 FL1935| FL1963 WHEELER MUNICIPAL TANK              APPROX. 5.4 KM 2685526.6 |
 FL1935| CL3827 RED 2 RM 2                           13.315 METERS 27033     |
 FL1935| FL1937 RED AZ MK                           APPROX. 1.6 KM 2712601.7 |
 FL1935|---------------------------------------------------------------------|
 FL1935
 FL1935                          SUPERSEDED SURVEY CONTROL
 FL1935
 FL1935  NAD 83(1993)-  35 26 39.71832(N)    100 12 43.24181(W) AD(       ) 3
 FL1935  NAD 83(1986)-  35 26 39.72165(N)    100 12 43.23176(W) AD(       ) 3
 FL1935  NAD 27      -  35 26 39.55000(N)    100 12 41.80200(W) AD(       ) 3
 FL1935
 FL1935.Superseded values are not recommended for survey control.
 FL1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1935.See file dsdata.txt to determine how the superseded data were derived.
 FL1935
 FL1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9000022998(NAD 83)
 FL1935_MARKER: DS = TRIANGULATION STATION DISK
 FL1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1935
 FL1935  HISTORY     - Date     Condition        Report By
 FL1935  HISTORY     - 1957     MONUMENTED       CGS
 FL1935
 FL1935                          STATION DESCRIPTION
 FL1935
 FL1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WCR)
 FL1935'THE STATION IS ABOUT 3.5 MILES EAST OF WHEELER, IN THE SOUTH
 FL1935'RIGHT-OF-WAY LINE OF HIGHWAY NO. 152, ABOUT 0.1 MILE WEST OF A
 FL1935'TREE ROW LEADING NORTH FROM THE HIGHWAY AND IN THE NORTH EDGE
 FL1935'OF A CULTIVATED FIELD.  IT IS A STANDARD DISK STAMPED RED 2
 FL1935'1957 IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 FL1935'
 FL1935'REFERENCE NO. 1 IS A STANDARD DISK STAMPED RED 2 NO. 1 1957
 FL1935'IN A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.  IT IS IN THE
 FL1935'SOUTH RIGHT-OF-WAY FENCE LINE.
 FL1935'
 FL1935'REFERENCE NO. 2 IS A STANDARD DISK STAMPED RED 2 1957 NO. 2
 FL1935'IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS IN
 FL1935'THE SOUTH RIGHT-OF-WAY FENCE LINE.
 FL1935'
 FL1935'THE AZIMUTH MARK IS ABOUT 0.9 MILE WEST OF THE STATION, A STANDARD
 FL1935'DISK STAMPED RED 1950 IN A CONCRETE POST WHICH IS COVERED BY
 FL1935'ABOUT SIX INCHES OF SAND.  IT IS 3 FEET EAST OF A 4 X 4 POST AND
 FL1935'IS IN THE NORTH RIGHT-OF-WAY LINE OF THE HIGHWAY AT THE HIGHWAY
 FL1935'POINT OF A LOW RISE.
 FL1935'
 FL1935'TO REACH THE STATION FROM THE MAIN HIGHWAY INTERSECTION AT THE
 FL1935'COURT HOUSE IN WHEELER.  GO EAST ON HIGHWAY NO. 152, 02.6 MILES
 FL1935'TO THE AZIMUTH MARK ON THE LEFT.  THEN CONTINUE EAST 0.9 MILE
 FL1935'TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1182 ***********************************************************************
 DM1182  DESIGNATION -  RED BANK
 DM1182  PID         -  DM1182
 DM1182  STATE/COUNTY-  TX/BOWIE
 DM1182  USGS QUAD   -  REDBANK (1975)
 DM1182
 DM1182                         *CURRENT SURVEY CONTROL
 DM1182  ___________________________________________________________________
 DM1182* NAD 83(1993)-  33 31 29.37183(N)    094 20 05.01891(W)     ADJUSTED  
 DM1182* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 DM1182  ___________________________________________________________________
 DM1182  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DM1182  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DM1182
 DM1182  HORZ ORDER  -  SECOND
 DM1182
 DM1182.The horizontal coordinates were established by classical geodetic methods
 DM1182.and adjusted by the National Geodetic Survey in September 1999..
 DM1182
 DM1182.The orthometric height was scaled from a topographic map.
 DM1182
 DM1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1182
 DM1182.The geoid height was determined by GEOID03.
 DM1182
 DM1182;                    North         East     Units Scale Factor Converg.
 DM1182;SPC TXNC     - 2,213,723.128   986,799.707   MT  0.99990663   +2 16 18.2
 DM1182;SPC TXNC     - 7,262,856.63  3,237,525.37   sFT  0.99990663   +2 16 18.2
 DM1182;SPC AR S     -   497,653.914   183,141.095   MT  0.99995776   -1 18 24.2
 DM1182;SPC AR S     - 1,632,719.55    600,855.41   sFT  0.99995776   -1 18 24.2
 DM1182;UTM  15      - 3,710,269.035   376,054.332   MT  0.99978940   -0 44 14.1
 DM1182
 DM1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1182!SPC TXNC     -   0.99998822  x   0.99990663  =   0.99989485
 DM1182!SPC AR S     -   0.99998822  x   0.99995776  =   0.99994598
 DM1182!UTM  15      -   0.99998822  x   0.99978940  =   0.99977762
 DM1182
 DM1182|---------------------------------------------------------------------|
 DM1182| PID    Reference Object                     Distance      Geod. Az  |
 DM1182|                                                           dddmmss.s |
 DM1182| CX6138 RED BANK RM 2                        28.900 METERS 00621     |
 DM1182| CX6137 RED BANK RM 1                        26.112 METERS 14939     |
 DM1182| DM1241 HOOKS TEXAS STATE FOREST LOT        APPROX. 8.9 KM 1551943.5 |
 DM1182| DM1240 HOOKS RM 3                          APPROX. 8.8 KM 1552814.7 |
 DM1182| CX6136 RED BANK AZ MK                                     1644045.2 |
 DM1182| DM1243 RED RIVER ARSENAL W WATER TANK      APPROX. 7.8 KM 1801026.4 |
 DM1182| DM1247 NEW BOSTON MUNICIPAL TANK           APPROX.10.0 KM 2280243.5 |
 DM1182|---------------------------------------------------------------------|
 DM1182
 DM1182                          SUPERSEDED SURVEY CONTROL
 DM1182
 DM1182  NAD 83(1993)-  33 31 29.37414(N)    094 20 05.01301(W) AD(       ) 2
 DM1182  NAD 83(1993)-  33 31 29.37442(N)    094 20 05.01244(W) AD(       ) 2
 DM1182  NAD 83(1986)-  33 31 29.37972(N)    094 20 05.00246(W) AD(       ) 2
 DM1182  NAD 27      -  33 31 28.94700(N)    094 20 04.27900(W) AD(       ) 2
 DM1182
 DM1182.Superseded values are not recommended for survey control.
 DM1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1182.See file dsdata.txt to determine how the superseded data were derived.
 DM1182
 DM1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7605410269(NAD 83)
 DM1182_MARKER: DS = TRIANGULATION STATION DISK
 DM1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1182
 DM1182  HISTORY     - Date     Condition        Report By
 DM1182  HISTORY     - 1952     MONUMENTED       CGS
 DM1182  HISTORY     - 1956     GOOD             CGS
 DM1182  HISTORY     - 1961     GOOD             TXHD
 DM1182
 DM1182                          STATION DESCRIPTION
 DM1182
 DM1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1182'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF HOOKS AND
 DM1182'2 MILES SOUTH OF THE RED RIVER.  IT IS 95 FEET WEST OF THE
 DM1182'NORTHWEST CORNER OF A HOUSE, 50 FEET SOUTHWEST OF THE CENTER
 DM1182'OF A DIRT ROAD AND 14 FEET SOUTHWEST OF A WITNESS POST.  THE
 DM1182'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RED BANK 1952.
 DM1182'
 DM1182'REFERENCE MARK NO. 1 IS 69 FEET SOUTH OF THE SOUTHWEST CORNER OF
 DM1182'THE HOUSE AND 22 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD.
 DM1182'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED RED BANK
 DM1182'NO 1 1952.
 DM1182'
 DM1182'REFERENCE MARK NO. 2 IS 22 FEET SOUTHWEST OF THE CENTER OF THE
 DM1182'DIRT ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DM1182'RED BANK NO 2 1952.
 DM1182'
 DM1182'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF A DIRT ROAD,
 DM1182'4 FEET EAST OF A RIGHT-OF-WAY FENCE AND 2 FEET SOUTHWEST OF A
 DM1182'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 DM1182'STAMPED RED BANK 1952.
 DM1182'
 DM1182'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN NEW BOSTON GO
 DM1182'EAST ON U.S. HIGHWAY 82 FOR 4.65 MILES TO THE MAIN GATE OF
 DM1182'THE RED RIVER ARSENAL, CONTINUE ON EAST ON THE HIGHWAY FOR
 DM1182'0.45 MILE TO A DIRT SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST
 DM1182'FOR 3.1 MILES TO A CATTLE GUARD ACROSS THE ROAD.  CONTINUE ON
 DM1182'NORTHERLY ON THE DIRT ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON
 DM1182'THE LEFT, CONTINUE NORTH FOR 0.35 MILE TO A HOUSE ON THE RIGHT AND
 DM1182'THE STATION ON THE LEFT.
 DM1182'
 DM1182'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1182
 DM1182                          STATION RECOVERY (1956)
 DM1182
 DM1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1182'THE STATION AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION
 DM1182'AS DESCRIBED.  THE AZIMUTH MARK AND R.M. NO. 2 WERE NOT
 DM1182'RECOVERED.  R.M. NO. 2 POSSIBLY COVERED WITH DIRT WHEN ROAD
 DM1182'DITCHES WERE CLEANED.  AZIMUTH POSSIBLY DESTROYED BY BLADE.
 DM1182'
 DM1182'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1182
 DM1182                          STATION RECOVERY (1961)
 DM1182
 DM1182'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1961 (JRN)
 DM1182'STATION MARK WAS RECOVERED IN GOOD CONDITION.  NO ATTEMPT WAS
 DM1182'MADE TO RECOVER R.M. MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6566 ***********************************************************************
 AW6566  DESIGNATION -  RED BARN
 AW6566  PID         -  AW6566
 AW6566  STATE/COUNTY-  TX/HARRIS
 AW6566  USGS QUAD   -  PEARLAND (1995)
 AW6566
 AW6566                         *CURRENT SURVEY CONTROL
 AW6566  ___________________________________________________________________
 AW6566* NAD 83(1993)-  29 35 35.05350(N)    095 22 04.18945(W)     ADJUSTED  
 AW6566* NAVD 88     -        16.5    (meters)      54.     (feet)  VERTCON   
 AW6566  ___________________________________________________________________
 AW6566  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AW6566  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6566
 AW6566  HORZ ORDER  -  FIRST
 AW6566
 AW6566.The horizontal coordinates were established by classical geodetic methods
 AW6566.and adjusted by the National Geodetic Survey in February 1996..
 AW6566
 AW6566.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6566
 AW6566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6566
 AW6566.The geoid height was determined by GEOID03.
 AW6566
 AW6566;                    North         East     Units Scale Factor Converg.
 AW6566;SPC TXSC     - 4,200,488.893   951,774.373   MT  0.99987336   +1 46 46.0
 AW6566;SPC TXSC     -13,781,103.98  3,122,613.09   sFT  0.99987336   +1 46 46.0
 AW6566;UTM  15      - 3,276,036.651   270,668.594   MT  1.00024897   -1 10 11.4
 AW6566
 AW6566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6566!SPC TXSC     -   1.00000168  x   0.99987336  =   0.99987504
 AW6566!UTM  15      -   1.00000168  x   1.00024897  =   1.00025065
 AW6566
 AW6566|---------------------------------------------------------------------|
 AW6566| PID    Reference Object                     Distance      Geod. Az  |
 AW6566|                                                           dddmmss.s |
 AW6566| CV6698 RED BARN RM 1                        25.968 METERS 04838     |
 AW6566| CV6697 RED BARN AZ MK                                     0870536.1 |
 AW6566| CV6699 RED BARN RM 2                        24.775 METERS 30457     |
 AW6566|---------------------------------------------------------------------|
 AW6566
 AW6566                          SUPERSEDED SURVEY CONTROL
 AW6566
 AW6566  NAD 83(1986)-  29 35 35.06746(N)    095 22 04.17004(W) AD(       ) 1
 AW6566  NAD 27      -  29 35 34.22742(N)    095 22 03.38827(W) AD(       ) 1
 AW6566  NGVD 29 (07/19/86)   16.5    (m)           54.     (f) VERT ANG       
 AW6566
 AW6566.Superseded values are not recommended for survey control.
 AW6566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6566.See file dsdata.txt to determine how the superseded data were derived.
 AW6566
 AW6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7066976037(NAD 83)
 AW6566_MARKER: DS = TRIANGULATION STATION DISK
 AW6566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6566_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6566
 AW6566  HISTORY     - Date     Condition        Report By
 AW6566  HISTORY     - 1968     MONUMENTED       CGS
 AW6566
 AW6566                          STATION DESCRIPTION
 AW6566
 AW6566'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6566'NO MEASUREMENTS BETWEEN R.M.S, TREES ON LINE.
 AW6566'
 AW6566'THE STATION IS LOCATED ABOUT 11-1/2 MILES SOUTH OF THE CENTER OF
 AW6566'HOUSTON, 5-1/2 MILES NORTHWEST OF PEARLAND, 3-1/2 MILES
 AW6566'EAST-SOUTHEAST OF ALMEDA, 1 MILE WEST OF FARM ROAD 518 (CULLEN ROAD),
 AW6566'3/4 MILE NORTH OF THE BRAZORIA-HARRIS COUNTY LINE AND ON THE
 AW6566'PROPERTY OF RED BARN FARMS.
 AW6566'
 AW6566'TO REACH THE STATION FROM THE HOUSTON, ALMEDA BRANCH POST OFFICE
 AW6566'WHICH IS AT THE INTERSECTION OF GOLDFARB AND BROOKFIELD STREETS IN
 AW6566'ALMEDA, GO EAST ON BROOKFIELD STREET FOR 0.1 MILE TO A T-ROAD.
 AW6566'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 288 (ALMEDA ROAD) FOR 1.15
 AW6566'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON FELLOWS
 AW6566'ROAD FOR 2.7 MILES TO A T-ROAD.  TURN RIGHT, GO SOUTH, EAST AND THEN
 AW6566'SOUTH ON FURMAN ROAD FOR 1.05 MILES TO A LOCKED GATE ON THE RIGHT
 AW6566'WITH THE NUMBER 3470 ON THE EAST GATE POST AND THE STATION.
 AW6566'
 AW6566'THE STATION MARK IS A STANDARD DISK STAMPED RED BARN 1968, SET IN THE
 AW6566'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6566'GROUND.  IT IS 87 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A METAL
 AW6566'SHED, 61.6 FEET EAST OF THE EAST CORNER OF THE METAL SHED, 58 FEET
 AW6566'SOUTH OF THE EAST POST OF THE METAL GATE AND 29 FEET SOUTHEAST OF
 AW6566'THE CENTER OF A TRACK ROAD.
 AW6566'
 AW6566'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RED BARN NO 1 1968, SET
 AW6566'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6566'GROUND.  IT IS 54 FEET EAST OF THE EAST GATE POST OF THE METAL
 AW6566'GATE, 2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A
 AW6566'WIRE FENCE.
 AW6566'
 AW6566'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RED BARN NO 2 1968, SET
 AW6566'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6566'1 INCH ABOVE THE GROUND.  IT IS 64 FEET WEST-SOUTHWEST OF THE WEST
 AW6566'GATE POST OF THE METAL GATE, 35 FEET NORTH OF THE EAST CORNER OF
 AW6566'THE METAL SHED, 14 FEET SOUTH OF A POWER LINE POLE WITH A
 AW6566'TRANSFORMER AND STREET LAMP AND 13.6 FEET SOUTHEAST OF THE NORTHEAST
 AW6566'CORNER OF THE METAL SHED.
 AW6566'
 AW6566'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RED BARN 1968, SET IN THE
 AW6566'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 AW6566'INCHES ABOVE THE GROUND.  IT IS 31 FEET SOUTH OF THE CENTER OF
 AW6566'FURMAN ROAD, 11 FEET NORTH OF THE CENTER OF A FARM LANE, 2.4 FEET
 AW6566'EAST OF A METAL WITNESS POST AND 2 FEET SOUTHWEST OF A
 AW6566'T-FENCE CORNER.
 AW6566'
 AW6566'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FURMAN ROAD
 AW6566'FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 AW6566'
 AW6566'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6096 ***********************************************************************
 AW6096  DESIGNATION -  RED BLUFF
 AW6096  PID         -  AW6096
 AW6096  STATE/COUNTY-  TX/HARRIS
 AW6096  USGS QUAD   -  BACLIFF (1993)
 AW6096
 AW6096                         *CURRENT SURVEY CONTROL
 AW6096  ___________________________________________________________________
 AW6096* NAD 83(1993)-  29 36 08.20966(N)    094 58 59.04924(W)     ADJUSTED  
 AW6096* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6096  ___________________________________________________________________
 AW6096  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW6096  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW6096
 AW6096  HORZ ORDER  -  SECOND
 AW6096
 AW6096.The horizontal coordinates were established by classical geodetic methods
 AW6096.and adjusted by the National Geodetic Survey in February 1996..
 AW6096
 AW6096.The orthometric height was scaled from a topographic map.
 AW6096
 AW6096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6096
 AW6096.The geoid height was determined by GEOID03.
 AW6096
 AW6096;                    North         East     Units Scale Factor Converg.
 AW6096;SPC TXSC     - 4,202,727.646   988,989.353   MT  0.99987409   +1 58 04.6
 AW6096;SPC TXSC     -13,788,448.95  3,244,709.24   sFT  0.99987409   +1 58 04.6
 AW6096;UTM  15      - 3,276,358.213   307,959.736   MT  1.00005506   -0 58 47.6
 AW6096
 AW6096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6096!SPC TXSC     -   1.00000410  x   0.99987409  =   0.99987818
 AW6096!UTM  15      -   1.00000410  x   1.00005506  =   1.00005916
 AW6096
 AW6096:                Primary Azimuth Mark                     Grid Az
 AW6096:SPC TXSC     -  MESQUITE KNOLL 2 1930                    036 14 52.9
 AW6096:UTM  15      -  MESQUITE KNOLL 2 1930                    039 11 45.1
 AW6096
 AW6096|---------------------------------------------------------------------|
 AW6096| PID    Reference Object                     Distance      Geod. Az  |
 AW6096|                                                           dddmmss.s |
 AW6096| AW6184 MESQUITE KNOLL 2 1930               APPROX. 8.2 KM 0381257.5 |
 AW6096| AW6113 HOUSTON SHIP CHAN LT 22 1932        APPROX. 3.1 KM 0800150.3 |
 AW6096| AW6114 HOUSTON SHIP CHAN LT 23             APPROX. 3.0 KM 0810643.4 |
 AW6096| AW6132 HOUSTON SHIP CHAN LT 20             APPROX. 4.7 KM 1092224.3 |
 AW6096| AW6110 HOUSTON SHIP CHAN LT 21             APPROX. 4.6 KM 1104634.2 |
 AW6096| AW6122 HOUSTON SHIP CHAN LT 16             APPROX. 9.3 KM 1281847.4 |
 AW6096| AW6104 HOUSTON SHIP CHAN LT 17             APPROX. 9.3 KM 1291452.4 |
 AW6096| CV9324 RED BLUFF RM 1                       33.790 METERS 21408     |
 AW6096| CV9323 RED BLUFF RM                                       27705     |
 AW6096| CV9325 RED BLUFF RM 2                       41.370 METERS 28509     |
 AW6096|---------------------------------------------------------------------|
 AW6096
 AW6096                          SUPERSEDED SURVEY CONTROL
 AW6096
 AW6096  NAD 83(1986)-  29 36 08.22617(N)    094 58 59.03015(W) AD(       ) 2
 AW6096  NAD 27      -  29 36 07.40704(N)    094 58 58.29195(W) AD(       ) 2
 AW6096
 AW6096.Superseded values are not recommended for survey control.
 AW6096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6096.See file dsdata.txt to determine how the superseded data were derived.
 AW6096
 AW6096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0796076358(NAD 83)
 AW6096_MARKER: Z = SEE DESCRIPTION
 AW6096_SETTING: 0 = UNSPECIFIED SETTING
 AW6096
 AW6096  HISTORY     - Date     Condition        Report By
 AW6096  HISTORY     - 1901     MONUMENTED       USE
 AW6096  HISTORY     - 1930     GOOD             CGS
 AW6096  HISTORY     - 1933     GOOD             CGS
 AW6096  HISTORY     - 1945     GOOD             HUMBLE
 AW6096  HISTORY     - 1946     GOOD             HUMBLE
 AW6096  HISTORY     - 1957     MARK NOT FOUND   CGS
 AW6096  HISTORY     - 1961     MARK NOT FOUND   CGS
 AW6096  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 AW6096  HISTORY     - 20000310 MARK NOT FOUND   USPSQD
 AW6096
 AW6096                          STATION DESCRIPTION
 AW6096
 AW6096'DESCRIBED BY US ENGINEERS 1901
 AW6096'ABOUT 3 MILES NE OF SEABROOK, ON LAND OWNED BY G.M. HARRIS,
 AW6096'350 METERS NE OF HIS RESIDENCE, AND 100 METERS FROM THE
 AW6096'EXTREMITY OF RED BLUFF POINT, AT AN ELEVATION OF 19 FEET.
 AW6096'
 AW6096'STATION IS MARKED (A BRASS PLUG,
 AW6096'3/8 INCH IN DIAMETER, WITH A 1/8-INCH HOLE IN THE CENTER OF
 AW6096'WITH CROSS LINES ON THE TOP.  THE PLUG IS EMBEDDED IN A
 AW6096'SANDSTONE BLOCK, USUALLY ABOUT 4 INCHES SQUARE BY 6 OR 8 INCHES
 AW6096'LONG, AND BURIED ABOUT 2 FEET BELOW THE SURFACE.  ABOVE THE
 AW6096'PLUG IS A U.S.E. STANDARD CAST-IRON STATION DISK PROJECTING
 AW6096'ABOUT 3 INCHES ABOVE THE GROUND).
 AW6096'
 AW6096'THE REFERENCE MARKS ARE U.S.E. STANDARD CAST-IRON REFERENCE-MARK
 AW6096'DISKS PROJECTING ABOUT 3 INCHES ABOVE GROUND AND ARE 100 FEET
 AW6096'FROM THE STATION.
 AW6096'
 AW6096'THERE IS A LONE OAK TREE, WITH A TRIANGLE CUT IN IT, 45 METERS
 AW6096'FROM THE STATION N 78 DEG 01 MIN W.
 AW6096
 AW6096                          STATION RECOVERY (1930)
 AW6096
 AW6096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6096'FOUND AS DESCRIBED.
 AW6096
 AW6096                          STATION RECOVERY (1933)
 AW6096
 AW6096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6096'RECOVERED.
 AW6096
 AW6096                          STATION RECOVERY (1945)
 AW6096
 AW6096'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1945
 AW6096'LETTERS OF MR. O.E. YOUNG, DATED 11/845 AND 12/13/45--
 AW6096'
 AW6096'STATION HAS BEEN COMPLETELY DESTROYED BY EROSION OF THE BLUFF
 AW6096'BANK OF GALVESTON BAY.  REFERENCE MARKS NO. 1 AND NO. 2 ARE
 AW6096'STILL IN GOOD CONDITION AND ARE MARKED BY STANDARD BRASS
 AW6096'DISCS SET IN CONCRETE.  ALSO THE TWO ORIGINAL REFERENCE MARKS
 AW6096'WHICH ARE U.S.E. STANDARD CAST IRON MARKS WERE RECOVERED.
 AW6096
 AW6096                          STATION RECOVERY (1946)
 AW6096
 AW6096'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1946 (RAG)
 AW6096'ALTHOUGH THIS STATION WAS ACTUALLY RECOVERED, IT IS SITUATED
 AW6096'ON A BLUFF WHICH IS BEING RATHER RAPIDLY ERODED BY WAVE ACTION
 AW6096'AND ONLY APPROXIMATELY 30 FEET OF CLAY REMAIN BETWEEN THE SEA
 AW6096'AND THE MONUMENT.
 AW6096'
 AW6096'NOTE--THIS CONTRADICTS THE RECOVERY NOTE IN 1945.
 AW6096
 AW6096                          STATION RECOVERY (1957)
 AW6096
 AW6096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PGM)
 AW6096'STATION DESTROYED.  U.S.C. AND G.S. REFERENCE MONUMENT NO. 1
 AW6096'WAS FOUND UNDISTURBED AND NOW LIES 18 FEET BACK FROM THE
 AW6096'PRESENT BLUFF LINE.  U.S.C. AND G.S. REFERENCE MONUMENT NO. 2
 AW6096'LIES AT THE EDGE OF THE PRESENT BLUFF LINE WITH ONE SIDE
 AW6096'COMPLETELY EXPOSED.
 AW6096
 AW6096                          STATION RECOVERY (1961)
 AW6096
 AW6096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6096'DESTROYED.  STATION WAS REPORTED DESTROYED AS PER 1945 AND
 AW6096'1954 RECOVERY NOTES.  THE REFERENCE MARKS WERE SEARCHED FOR
 AW6096'BUT COULD NOT BE FOUND.
 AW6096
 AW6096                          STATION RECOVERY (1997)
 AW6096
 AW6096'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6096'MARK NOT FOUND.
 AW6096
 AW6096                          STATION RECOVERY (2000)
 AW6096
 AW6096'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0938 ***********************************************************************
 EM0938  DESIGNATION -  RED BLUFF RESET
 EM0938  PID         -  EM0938
 EM0938  STATE/COUNTY-  TX/WILBARGER
 EM0938  USGS QUAD   -  OKLAUNION (1985)
 EM0938
 EM0938                         *CURRENT SURVEY CONTROL
 EM0938  ___________________________________________________________________
 EM0938* NAD 83(1993)-  34 12 58.78971(N)    099 11 47.83385(W)     ADJUSTED  
 EM0938* NAVD 88     -       391.4    (meters)    1284.     (feet)  VERTCON   
 EM0938  ___________________________________________________________________
 EM0938  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 EM0938  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EM0938
 EM0938  HORZ ORDER  -  FIRST
 EM0938
 EM0938.The horizontal coordinates were established by classical geodetic methods
 EM0938.and adjusted by the National Geodetic Survey in February 1996..
 EM0938
 EM0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0938
 EM0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0938
 EM0938.The geoid height was determined by GEOID03.
 EM0938
 EM0938;                    North         East     Units Scale Factor Converg.
 EM0938;SPC TXNC     - 2,282,967.168   535,801.852   MT  1.00007921   -0 22 47.8
 EM0938;SPC TXNC     - 7,490,034.78  1,757,876.58   sFT  1.00007921   -0 22 47.8
 EM0938;UTM  14      - 3,786,160.169   481,888.667   MT  0.99960404   -0 06 38.0
 EM0938
 EM0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0938!SPC TXNC     -   0.99994300  x   1.00007921  =   1.00002221
 EM0938!UTM  14      -   0.99994300  x   0.99960404  =   0.99954706
 EM0938
 EM0938:                Primary Azimuth Mark                     Grid Az
 EM0938:SPC TXNC     -  FREDERICK MUNICIPAL TANK                 039 48 50.5
 EM0938:UTM  14      -  FREDERICK MUNICIPAL TANK                 039 32 40.7
 EM0938
 EM0938|---------------------------------------------------------------------|
 EM0938| PID    Reference Object                     Distance      Geod. Az  |
 EM0938|                                                           dddmmss.s |
 EM0938| EM0924 FREDERICK MUNICIPAL TANK            APPROX.24.9 KM 0392602.7 |
 EM0938| EM0926 FREDERICK OKLA COMPRESS CO TK       APPROX.24.3 KM 0402858.5 |
 EM0938| EM0923 FREDERICK TRADERS COMPRESS TK       APPROX.24.2 KM 0412236.6 |
 EM0938| EM0929 DAVIDSON TANK                       APPROX.11.1 KM 0740841.0 |
 EM0938| CX8053 RED BLUFF RM 1                       24.474 METERS 12208     |
 EM0938| EM0939 OKLAUNION MUNICIPAL TANK            APPROX.10.7 KM 1504313.1 |
 EM0938| CX8054 RED BLUFF RM 2                       66.394 METERS 20556     |
 EM0938| EM0952 VERNON WICHITA FALLS ST HOS TK      APPROX.17.5 KM 2093447.2 |
 EM0938| EM0955 ZION LUTHERAN CHURCH SPIRE          APPROX.25.4 KM 2230024.3 |
 EM0938| EM0944 VERNON RAD STA KVWC MAST            APPROX. 9.4 KM 2230334.8 |
 EM0938| EM0948 VERNON RAD KLA 248 MAST             APPROX.13.5 KM 2235455.2 |
 EM0938| EM0947 VERNON WAGGONER RAD KGA598 MST      APPROX.11.9 KM 2252140.5 |
 EM0938| EM0943 VERNON BIG MUNICIPAL TANK           APPROX.11.9 KM 2253121.8 |
 EM0938| EM0949 VERNON W MUNICIPAL TANK             APPROX.12.9 KM 2341022.5 |
 EM0938| EM0946 VERNON COMPRESS CO TANK             APPROX.10.3 KM 2344700.4 |
 EM0938| CX8051 RED BLUFF AZ MK                                    2570705.0 |
 EM0938| CX8052 RED BLUFF AZ MK 2                                  2570705.6 |
 EM0938| EM0945 AIRPORT BCN WILBARGER CO APT        APPROX. 7.7 KM 2775146.7 |
 EM0938| CX8055 RED BLUFF RM 3                       14.037 METERS 30100     |
 EM0938|---------------------------------------------------------------------|
 EM0938
 EM0938                          SUPERSEDED SURVEY CONTROL
 EM0938
 EM0938  NAD 83(1993)-  34 12 58.78983(N)    099 11 47.83383(W) AD(       ) 1
 EM0938  NAD 83(1986)-  34 12 58.79628(N)    099 11 47.82341(W) AD(       ) 1
 EM0938  NAD 27      -  34 12 58.48700(N)    099 11 46.53800(W) AD(       ) 1
 EM0938  NGVD 29 (07/19/86)  391.3    (m)         1284.     (f) VERT ANG       
 EM0938
 EM0938.Superseded values are not recommended for survey control.
 EM0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0938.See file dsdata.txt to determine how the superseded data were derived.
 EM0938
 EM0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8188986160(NAD 83)
 EM0938_MARKER: DS = TRIANGULATION STATION DISK
 EM0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0938
 EM0938  HISTORY     - Date     Condition        Report By
 EM0938  HISTORY     - 1935     MONUMENTED       CGS
 EM0938  HISTORY     - 1937     GOOD             TXHD
 EM0938  HISTORY     - 1957     GOOD             CGS
 EM0938  HISTORY     - 1965     GOOD             CGS
 EM0938  HISTORY     - 1969     GOOD             CGS
 EM0938
 EM0938                          STATION DESCRIPTION
 EM0938
 EM0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0938'STATION IS LOCATED IN SEC. 42, BLOCK 12, 6-1/2 MILES NE OF
 EM0938'VERNON AND 6-1/2 MILES NW OF OKLAUNION.
 EM0938'
 EM0938'STATION IS AT THE EDGE OF A HIGH BLUFF ON THE S SIDE OF THE
 EM0938'RED RIVER, WHERE IT BENDS TO THE N, AND IS 0.4 MILE E OF THE
 EM0938'HOME OF HENCE ROLAND, RENTOR OF THE PROPERTY OF WHICH MR. A.
 EM0938'ALLISON IS THE OWNER.  MARK PROJECTS 3 INCHES ABOVE GROUND,
 EM0938'AND IS IN GOOD CONDITION.
 EM0938'
 EM0938'TWO NEW REFERENCE AND AZIMUTH MARKS, STANDARD BRONZE DISKS,
 EM0938'WERE ESTABLISHED.
 EM0938'
 EM0938'REFERENCE MARK NO. 1, IS S OF STATION, 13 FEET W OF EDGE OF
 EM0938'BLUFF.  MARK PROJECTS 8 INCHES ABOVE GROUND.
 EM0938'
 EM0938'REFERENCE MARK NO. 2, IS SW OF STATION, 40 FEET S OF EDGE OF
 EM0938'BLUFF.
 EM0938'
 EM0938'AZIMUTH MARK IS E OF STATION, 29 FEET N OF CENTER LINE OF
 EM0938'ROAD AND 130 FEET E OF ONE-STORY HOUSE.  MARK PROJECTS 6 INCHES
 EM0938'ABOVE GROUND.  TO REACH FROM STATION FOLLOW FIELD ROAD BACK
 EM0938'TO THE HOME OF HENCE ROLAND, THEN GO E ON ROAD FOR 1.2 MILES TO
 EM0938'A FENCE CORNER AND MARK ON RIGHT.
 EM0938'
 EM0938'TO REACH STATION FROM THE COURTHOUSE IN VERNON, GO N ON U.S.
 EM0938'HIGHWAY 283 FOR 3.3 MILES TO CROSS ROAD, TURN RIGHT FOR 0.25
 EM0938'MILE, TAKE MAIN RIGHT FORK AND GO 1.05 MILES TO ROAD END,
 EM0938'TURN LEFT FOR 0.1 MILE N, TURN RIGHT AND GO 3.3 MILES E TO
 EM0938'END OF ROAD AND HOUSE OF HENCE ROLAND ON RIGHT, PASS TO RIGHT
 EM0938'OF HOUSE AND TAKE FIELD ROAD 0.3 MILE EASTERLY TO EDGE OF
 EM0938'BLUFFS, THENCE 0.3 MILE S AND E ALONG THE BLUFFS TO THE HIGHEST
 EM0938'ONE AND THE STATION AT ITS EDGE.
 EM0938
 EM0938                          STATION RECOVERY (1937)
 EM0938
 EM0938'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 EM0938'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EM0938
 EM0938                          STATION RECOVERY (1957)
 EM0938
 EM0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0938'STATION RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT R.M. NO.
 EM0938'2 WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 HAS EITHER BEEN
 EM0938'DESTROYED OR COVERED BY DRIFTED SAND.  THE AZIMUTH MARK IS
 EM0938'WEST OF THE STATION INSTEAD OF EAST AS ORIGINALLY DESCRIBED.
 EM0938'
 EM0938'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION FROM
 EM0938'VERNON--
 EM0938'
 EM0938'TO REACH FROM VERNON, FROM THE COURT HOUSE, GO NORTH ON U.S.
 EM0938'HIGHWAY 283 FOR 3.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 EM0938'AND FOLLOW MAIN ROAD EAST FOR 1.25 MILES TO A T-INTERSECTION,
 EM0938'TURN LEFT AND GO NORTH FOR 0.1 MILE THEN TURN RIGHT AND GO EAST
 EM0938'FOR 2.05 MILES TO THE AZIMUTH MARK ON THE LEFT JUST AFTER
 EM0938'PASSING A WHITE HOUSE ON LEFT, CONTINUE EAST FOR 0.9 MILE
 EM0938'TO POINT WHERE MAIN ROAD TURNS RIGHT, CONTINUE STRAIGHT AHEAD
 EM0938'ON FIELD ROAD FOR 0.6 MILE TO A VACANT HOUSE ON THE RIGHT,
 EM0938'PROCEED EAST AND SOUTHEAST AROUND EDGE OF BLUFF FOR ABOUT
 EM0938'0.45 MILE TO STATION ON HIGHEST POINT OF BLUFF.
 EM0938
 EM0938                          STATION RECOVERY (1965)
 EM0938
 EM0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0938'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED. THE
 EM0938'AZIMUTH MARK WAS RECOVERED.  HOWEVER, IT WAS NOT IN ITS ORIGINAL
 EM0938'LOCATION.  THE MARK WAS REESTABLISHED AT APPROXIMATELY THE SAME
 EM0938'LOCATION.  AN ADDITIONAL REFERENCE MARK WAS ESTABLISHED.  A
 EM0938'DIFFERENCE IN THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1
 EM0938'AND 2 WAS FOUND AND NOTED.  A NEW AND COMPLETE DESCRIPTION
 EM0938'FOLLOWS--
 EM0938'
 EM0938'THE STATION IS ABOUT 6-1/2 MILES WEST-SOUTHWEST OF DAVIDSON,
 EM0938'OKLAHOMA, 6-1/2 MILES NORTHEAST OF VERNON, 6-1/2 MILES
 EM0938'NORTH-NORTHWEST OF OKLAUNION, ON A NARROW STRIP OF LAND BETWEEN
 EM0938'THE RED AND PEASE RIVERS, SOUTHWEST OF A POINT WHERE THE RED
 EM0938'RIVER BENDS NORTH AND NEAR THE TILLMAN-WILBARGER COUNTY LINE.  IT
 EM0938'IS ON A HIGH, PROMINENT BLUFF, OVERLOOKING THE RED RIVER,
 EM0938'LOCALLY KNOWN AS RED BLUFF.
 EM0938'
 EM0938'TO REACH THE STATION FROM THE COURTHOUSE IN VERNON, GO NORTH ON
 EM0938'U.S. HIGHWAY 283 FOR 2.3 MILES TO FARM ROAD 2072 ON THE
 EM0938'RIGHT.  TURN RIGHT AND GO EASTERLY ON FARM ROAD 2072 FOR 3.5
 EM0938'MILES TO A SIDE ROAD ON THE LEFT, JUST AFTER PASSING A CONCRETE
 EM0938'BLOCK HOUSE ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON A
 EM0938'BLADED ROAD FOR 1.0 MILE TO A T JUNCTION.  TURN RIGHT AND GO
 EM0938'EASTERLY FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EM0938'CONTINUE EASTERLY FOR 0.95 MILE TO A TRACK ROAD FORK TO THE
 EM0938'LEFT.  TAKE THE LEFT FORK AND CONTINUE EASTERLY ON THE TRACK
 EM0938'ROAD FOR 0.3 MILE TO A FIELD ROAD ON THE RIGHT JUST BEFORE
 EM0938'THE TRACK ROAD TURNS NORTH.  TURN RIGHT AND PASS SOUTH OF
 EM0938'AN OLD HOUSE AND GO 0.1 MILE TO A GATE.  PASS THROUGH THE
 EM0938'GATE AND FOLLOW THE FENCE EASTERLY FOR 0.3 MILE, PASSING
 EM0938'THROUGH A GATE, TO A FENCE CORNER.  THEN GO NORTHEAST
 EM0938'AND NORTH ACROSS COUNTRY FOR 0.05 MILE TO THE HIGHEST PART OF
 EM0938'THE BLUFF AND THE STATION.
 EM0938'
 EM0938'THE STATION MARK IS A STANDARD DISK, STAMPED RED BLUFF 1935,
 EM0938'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 EM0938'WITH THE GROUND.  IT IS 10 FEET SOUTH OF THE NORTH EDGE OF THE
 EM0938'BLUFF AND 6.9 FEET SOUTH OF A WITNESS POST.  NOTE 1A 7A.
 EM0938'
 EM0938'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RED BLUFF 1923,
 EM0938'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EM0938'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 17 FEET WEST OF
 EM0938'THE EAST EDGE OF THE BLUFF, 13 FEET SOUTH OF THE NORTH EDGE OF
 EM0938'THE BLUFF AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 EM0938'
 EM0938'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RED BLUFF NO 2 1935,
 EM0938'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EM0938'THAT IS FLUSH WITH THE GROUND.  IT IS 33 FEET EAST OF THE WEST
 EM0938'EDGE OF THE BLUFF AND 13.4 FEET LOWER THAN THE STATION.
 EM0938'
 EM0938'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED RED BLUFF NO 3
 EM0938'1935, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0938'DIAMETER, THAT PROJECTS 14 INCHES.  IT IS ON A WEST ARM OF THE
 EM0938'BLUFF, 20 FEET SOUTH OF THE NORTH EDGE AND AT ABOUT THE SAME
 EM0938'ELEVATION AS THE STATION.
 EM0938'
 EM0938'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 EM0938'RED BLUFF AZI 1935 RESET 1965, SET IN THE TOP OF A 12 INCH SQUARE
 EM0938'CONCRETE POST THAT PROJECTS 7 INCHES.  IT IS 96.4 FEET WEST OF A
 EM0938'TELEPHONE LINE POLE, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD
 EM0938'AND 1.3 FEET NORTH OF A WITNESS POST.
 EM0938
 EM0938                          STATION RECOVERY (1969)
 EM0938
 EM0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0938'THE STATION MARK, REFERENCE MARKS 1, 2, 3 AND THE AZIMUTH MARK WERE
 EM0938'RECOVERED IN GOOD CONDITION AS DESCRIBED BY A.N. POTTER IN 1965.  A
 EM0938'DIFFERENCE OF .26 OF A FOOT LONGER WAS FOUND IN THE DISTANCE TO
 EM0938'REFERENCE MARK 3.
 EM0938'
 EM0938'NO MEASUREMENT MADE BETWEEN RM 1 AND RM 3 DUE TO MARKS SET NEAR
 EM0938'180 DEGREE.
 EM0938'
 EM0938'NO MEASUREMENT MADE BETWEEN RM 1 AND RM 2 DUE TO TERRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2011 ***********************************************************************
 FL2011  DESIGNATION -  RED DEER
 FL2011  PID         -  FL2011
 FL2011  STATE/COUNTY-  TX/ROBERTS
 FL2011  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL2011
 FL2011                         *CURRENT SURVEY CONTROL
 FL2011  ___________________________________________________________________
 FL2011* NAD 83(1993)-  35 52 11.58626(N)    100 34 54.58366(W)     ADJUSTED  
 FL2011* NAVD 88     -       887.     (meters)    2910.     (feet)  SCALED    
 FL2011  ___________________________________________________________________
 FL2011  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 FL2011  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FL2011
 FL2011  HORZ ORDER  -  FIRST
 FL2011
 FL2011.The horizontal coordinates were established by classical geodetic methods
 FL2011.and adjusted by the National Geodetic Survey in February 1996..
 FL2011
 FL2011.The orthometric height was scaled from a topographic map.
 FL2011
 FL2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2011
 FL2011.The geoid height was determined by GEOID03.
 FL2011
 FL2011;                    North         East     Units Scale Factor Converg.
 FL2011;SPC TX N     - 1,207,826.932   282,915.470   MT  0.99994191   +0 31 55.6
 FL2011;SPC TX N     - 3,962,678.86    928,198.50   sFT  0.99994191   +0 31 55.6
 FL2011;UTM  14      - 3,970,672.212   357,193.973   MT  0.99985130   -0 55 37.3
 FL2011
 FL2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2011!SPC TX N     -   0.99986509  x   0.99994191  =   0.99980701
 FL2011!UTM  14      -   0.99986509  x   0.99985130  =   0.99971641
 FL2011
 FL2011|---------------------------------------------------------------------|
 FL2011| PID    Reference Object                     Distance      Geod. Az  |
 FL2011|                                                           dddmmss.s |
 FL2011| CL3829 RED DEER RM 1                        14.618 METERS 11648     |
 FL2011| CL3830 RED DEER RM 2                         9.978 METERS 21039     |
 FL2011| CL3828 RED DEER AZ MK                                     2134642.7 |
 FL2011|---------------------------------------------------------------------|
 FL2011
 FL2011                          SUPERSEDED SURVEY CONTROL
 FL2011
 FL2011  NAD 83(1993)-  35 52 11.58698(N)    100 34 54.58346(W) AD(       ) 1
 FL2011  NAD 83(1986)-  35 52 11.59221(N)    100 34 54.57180(W) AD(       ) 1
 FL2011  NAD 27      -  35 52 11.44500(N)    100 34 53.07600(W) AD(       ) 1
 FL2011
 FL2011.Superseded values are not recommended for survey control.
 FL2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2011.See file dsdata.txt to determine how the superseded data were derived.
 FL2011
 FL2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5719470672(NAD 83)
 FL2011_MARKER: DS = TRIANGULATION STATION DISK
 FL2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2011
 FL2011  HISTORY     - Date     Condition        Report By
 FL2011  HISTORY     - 1952     MONUMENTED       CGS
 FL2011
 FL2011                          STATION DESCRIPTION
 FL2011
 FL2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL2011'THE STATION IS LOCATED ABOUT 1.3 MILES NORTH-NORTHWEST OF MIAMI,
 FL2011'ON THE DIVIDE BETWEEN THE CANADIAN RIVER AND RED DEER CREEK.
 FL2011'IT IS SET ON THE SUMMIT OF A SMOOTH, BARE, HILL IN PASTURE
 FL2011'LAND LEASED BY MR. FLOWERS WHO LIVES ABOUT 4 MILES NORTH OF
 FL2011'THE STATION.
 FL2011'
 FL2011'TO REACH THE STATION FROM THE SIGNAL LIGHT IN CANADIAN.  GO
 FL2011'SOUTHWEST ON U.S. HIGHWAYS 60 AND 83 FOR 0.4 MILE TO A CAUTION
 FL2011'LIGHT AT STREET INTERSECTION.  TURN RIGHT, WEST, AND GO 0.25
 FL2011'MILE TO A T-ROAD AFTER CROSSING SANTA FE RAILROAD TRACKS.
 FL2011'TURN LEFT, SOUTH, AND GO 0.1 MILE.  TURN RIGHT, WEST, AND
 FL2011'GO 0.05 MILE TO A T-ROAD.  TURN LEFT, SOUTH, AND GO 0.3 MILE
 FL2011'TO A FORK.  KEEP RIGHT AND GO WESTERLY ALONG THE SOUTH SIDE OF
 FL2011'THE CANADIAN RIVER FOR 13.5 MILES KEEPING ALL RIGHT FORKS AND
 FL2011'FOLLOWING THE GRADED ROAD TO A TRIANGLE FORMED BY A Y-FORK.
 FL2011'TURN LEFT, SOUTH, AND FOLLOW THE GRADED ROAD SOUTHERLY UP
 FL2011'GRADE FOR 3.8 MILES TO THE SUMMIT AND CATTLE GUARD.  CROSS
 FL2011'CATTLE GUARD AND TURN LEFT, EAST, AND GO 0.05 MILE ALONG
 FL2011'SOUTH SIDE OF WIRE FENCE TO A GATE.  TURN LEFT, NORTH, THROUGH
 FL2011'GATE AND GO NORTH-NORTHEASTERLY FOR 0.1 MILE TO THE STATION
 FL2011'ON SUMMIT OF HILL.  TO REACH THE AZIMUTH MARK FROM THE
 FL2011'CATTLE GUARD NEAR STATION.  GO SOUTH ON GRADED ROAD FOR 0.5
 FL2011'MILE TO THE MARK ON THE RIGHT, WEST, SIDE OF ROAD.
 FL2011'
 FL2011'STATION MARK IS STAMPED RED DEER 1951 AND IS A BRONZE DISK
 FL2011'SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND IS SET
 FL2011'100 YARDS EAST OF A GRADED ROAD.
 FL2011'
 FL2011'REFERENCE MARK NO. 1, STAMPED RED DEER NO 1 1951, IS A BRONZE
 FL2011'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 FL2011'2 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 FL2011'
 FL2011'REFERENCE MARK NO. 2, STAMPED RED DEER NO 2 1951, IS A BRONZE
 FL2011'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 FL2011'AND IS AT THE SAME ELEVATION AS THE STATION.
 FL2011'
 FL2011'AZIMUTH MARK, STAMPED RED DEER 1951, IS A BRONZE DISK SET IN THE
 FL2011'TOP OF A SQUARE CONCRETE POST THE PROJECTS 3 INCHES.  IT IS 3
 FL2011'FEET NORTHWEST OF A WHITE WITNESS POST.  30 FEET NORTH-NORTHWEST
 FL2011'OF A GRADED ROAD AND 15 FEET WEST OF A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0536 ***********************************************************************
 CC0536  DESIGNATION -  RED ET
 CC0536  PID         -  CC0536
 CC0536  STATE/COUNTY-  TX/REEVES
 CC0536  USGS QUAD   -  ORLA (1968)
 CC0536
 CC0536                         *CURRENT SURVEY CONTROL
 CC0536  ___________________________________________________________________
 CC0536* NAD 83(1993)-  31 50 29.55350(N)    103 55 18.72229(W)     ADJUSTED  
 CC0536* NAVD 88     -       875.749  (meters)    2873.19   (feet)  ADJUSTED  
 CC0536  ___________________________________________________________________
 CC0536  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 CC0536  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CC0536  DYNAMIC HT  -         874.450 (meters)    2868.92  (feet)  COMP
 CC0536  MODELED GRAV-     979,128.4   (mgal)                       NAVD 88
 CC0536
 CC0536  HORZ ORDER  -  SECOND
 CC0536  VERT ORDER  -  FIRST     CLASS II
 CC0536
 CC0536.The horizontal coordinates were established by classical geodetic methods
 CC0536.and adjusted by the National Geodetic Survey in February 1996..
 CC0536
 CC0536.The orthometric height was determined by differential leveling
 CC0536.and adjusted by the National Geodetic Survey in June 1991..
 CC0536
 CC0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0536
 CC0536.The geoid height was determined by GEOID03.
 CC0536
 CC0536.The dynamic height is computed by dividing the NAVD 88
 CC0536.geopotential number by the normal gravity value computed on the
 CC0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0536.degrees latitude (g = 980.6199 gals.).
 CC0536
 CC0536.The modeled gravity was interpolated from observed gravity values.
 CC0536
 CC0536;                    North         East     Units Scale Factor Converg.
 CC0536;SPC TX C     - 3,246,584.627   360,388.909   MT  0.99998904   -1 50 53.9
 CC0536;SPC TX C     -10,651,503.06  1,182,375.95   sFT  0.99998904   -1 50 53.9
 CC0536;UTM  13      - 3,523,378.503   602,012.832   MT  0.99972834   +0 34 07.8
 CC0536
 CC0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0536!SPC TX C     -   0.99986655  x   0.99998904  =   0.99985559
 CC0536!UTM  13      -   0.99986655  x   0.99972834  =   0.99959492
 CC0536
 CC0536|---------------------------------------------------------------------|
 CC0536| PID    Reference Object                     Distance      Geod. Az  |
 CC0536|                                                           dddmmss.s |
 CC0536| CC0537 RED ET RM 1                          12.632 METERS 19152     |
 CC0536| CC0833 ORLA                                APPROX. 4.3 KM 2225431.9 |
 CC0536| CC0538 RED ET RM 2                          13.130 METERS 28501     |
 CC0536|---------------------------------------------------------------------|
 CC0536
 CC0536                          SUPERSEDED SURVEY CONTROL
 CC0536
 CC0536  NAD 83(1993)-  31 50 29.55355(N)    103 55 18.72120(W) AD(       ) 2
 CC0536  NAD 83(1986)-  31 50 29.55357(N)    103 55 18.72081(W) AD(       ) 2
 CC0536  NAD 27      -  31 50 29.10282(N)    103 55 17.01676(W) AD(       ) 2
 CC0536  NGVD 29 (07/19/86)  875.4    (m)         2872.     (f) VERT ANG       
 CC0536
 CC0536.Superseded values are not recommended for survey control.
 CC0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0536.See file dsdata.txt to determine how the superseded data were derived.
 CC0536
 CC0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR0201323379(NAD 83)
 CC0536_MARKER: DS = TRIANGULATION STATION DISK
 CC0536_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0536_SP_SET: COPPER-CLAD STEEL ROD
 CC0536_STAMPING: RED ET 1969
 CC0536_MARK LOGO: USGS  
 CC0536_PROJECTION: FLUSH
 CC0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0536_ROD/PIPE-DEPTH: 2.8  meters
 CC0536
 CC0536  HISTORY     - Date     Condition        Report By
 CC0536  HISTORY     - 1969     MONUMENTED       USGS
 CC0536  HISTORY     - 1981     GOOD             NGS
 CC0536  HISTORY     - 1981     GOOD             NGS
 CC0536
 CC0536                          STATION DESCRIPTION
 CC0536
 CC0536'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (HH)
 CC0536'THE STATION IS LOCATED 1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 285
 CC0536'FROM ORLA, 102 FEET SOUTHWEST OF HIGHWAY, 12 FEET SOUTHWEST OF
 CC0536'RIGHT-OF-WAY FENCE, 4.5 FEET NORTHWEST OF A USGS WITNESS SIGN
 CC0536'MOUNTED ON A METAL POST.
 CC0536'
 CC0536'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND
 CC0536'RANCH ROAD 652 IN ORLA, GO NORTHWEST ON U.S. HIGHWAY 285 FOR
 CC0536'1.35 MILES.  THE STATION IS 102 FEET SOUTHWEST OF HIGHWAY AT THIS
 CC0536'POINT.
 CC0536'
 CC0536'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CC0536'STEEL ROD DRIVEN TO REFUSAL (9.5 FEET).  CENTERED IN AN ORANGEBURG
 CC0536'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 CC0536'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED RED ET 1969.
 CC0536'
 CC0536'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE TABLET CRIMPED
 CC0536'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (10.0 FEET).
 CC0536'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 CC0536'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND
 CC0536'AND STAMPED RED ET NO. 1 1969.
 CC0536'
 CC0536'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE TABLET CRIMPED
 CC0536'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (9.5 FEET).
 CC0536'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 CC0536'LONE, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND
 CC0536'AND STAMPED RED ET NO. 2 1969.
 CC0536'
 CC0536'STATION ORLA ET 1960-1969 IS VISIBLE FROM THE GROUND AT THIS
 CC0536'STATION AND WILL SERVE AS AZIMUTH MARK.
 CC0536
 CC0536                          STATION RECOVERY (1981)
 CC0536
 CC0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CC0536'REFERENCE MARKS NO 1 AND 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CC0536
 CC0536                          STATION RECOVERY (1981)
 CC0536
 CC0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0536'2.2 KM (1.35 MI) NW FROM ORLA.
 CC0536'2.2 KM (1.35 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0536'WITH FARM ROAD 652 IN ORLA, 31.1 METERS (102.0 FT) SOUTHWEST OF THE
 CC0536'CENTERLINE OF THE HIGHWAY, 13.1 METERS (43.1 FT) EAST-SOUTHEAST OF
 CC0536'RED ET RM 2, 3.7 METERS (12.0 FT) SOUTHWEST OF A FENCE.
 CC0536'THE MARK IS 1.5 METERS  NW FROM A WITNESS POST.
 CC0536'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0537 ***********************************************************************
 CC0537  DESIGNATION -  RED ET RM 1
 CC0537  PID         -  CC0537
 CC0537  STATE/COUNTY-  TX/REEVES
 CC0537  USGS QUAD   -  ORLA (1968)
 CC0537
 CC0537                         *CURRENT SURVEY CONTROL
 CC0537  ___________________________________________________________________
 CC0537* NAD 83(1986)-  31 50 28.     (N)    103 55 20.     (W)     SCALED    
 CC0537* NAVD 88     -       875.794  (meters)    2873.33   (feet)  ADJUSTED  
 CC0537  ___________________________________________________________________
 CC0537  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CC0537  DYNAMIC HT  -         874.495 (meters)    2869.07  (feet)  COMP
 CC0537  MODELED GRAV-     979,128.4   (mgal)                       NAVD 88
 CC0537
 CC0537  VERT ORDER  -  FIRST     CLASS II
 CC0537
 CC0537.The horizontal coordinates were scaled from a topographic map and have
 CC0537.an estimated accuracy of +/- 6 seconds.
 CC0537
 CC0537.The orthometric height was determined by differential leveling
 CC0537.and adjusted by the National Geodetic Survey in June 1991..
 CC0537
 CC0537.The geoid height was determined by GEOID03.
 CC0537
 CC0537.The dynamic height is computed by dividing the NAVD 88
 CC0537.geopotential number by the normal gravity value computed on the
 CC0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0537.degrees latitude (g = 980.6199 gals.).
 CC0537
 CC0537.The modeled gravity was interpolated from observed gravity values.
 CC0537
 CC0537;                    North         East    Units  Estimated Accuracy
 CC0537;SPC TX C     - 3,246,540.      360,350.      MT  (+/- 180 meters Scaled)
 CC0537
 CC0537                          SUPERSEDED SURVEY CONTROL
 CC0537
 CC0537.No superseded survey control is available for this station.
 CC0537
 CC0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR019233(NAD 83)
 CC0537_MARKER: DB = BENCH MARK DISK
 CC0537_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0537_SP_SET: COPPER-CLAD STEEL ROD
 CC0537_STAMPING: RED ET NO 1 1969
 CC0537_MARK LOGO: USGS  
 CC0537_PROJECTION: FLUSH
 CC0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0537_ROD/PIPE-DEPTH: 3.0  meters
 CC0537
 CC0537  HISTORY     - Date     Condition        Report By
 CC0537  HISTORY     - 1969     MONUMENTED       USGS
 CC0537  HISTORY     - 1981     GOOD             NGS
 CC0537
 CC0537                          STATION DESCRIPTION
 CC0537
 CC0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0537'2.2 KM (1.35 MI) NE FROM ORLA.
 CC0537'2.2 KM (1.35 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0537'WITH FARM ROAD 652 IN ORLA, 40.7 METERS (133.5 FT) SOUTHWEST OF THE
 CC0537'CENTERLINE OF THE HIGHWAY, 18.8 METERS (61.6 FT) SOUTHEAST OF RED
 CC0537'ET RM 2, 13.0 METERS (42.6 FT) SOUTHWEST OF A FENCE, AND 12.6 METERS
 CC0537'(41.4 FT) SOUTH OF RED ET.
 CC0537'THE MARK IS 11.7 METERS  WNW FROM A WITNESS POST.
 CC0537'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0538 ***********************************************************************
 CC0538  DESIGNATION -  RED ET RM 2
 CC0538  PID         -  CC0538
 CC0538  STATE/COUNTY-  TX/REEVES
 CC0538  USGS QUAD   -  ORLA (1968)
 CC0538
 CC0538                         *CURRENT SURVEY CONTROL
 CC0538  ___________________________________________________________________
 CC0538* NAD 83(1986)-  31 50 29.     (N)    103 55 19.     (W)     SCALED    
 CC0538* NAVD 88     -       875.816  (meters)    2873.41   (feet)  ADJUSTED  
 CC0538  ___________________________________________________________________
 CC0538  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CC0538  DYNAMIC HT  -         874.517 (meters)    2869.14  (feet)  COMP
 CC0538  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 CC0538
 CC0538  VERT ORDER  -  FIRST     CLASS II
 CC0538
 CC0538.The horizontal coordinates were scaled from a topographic map and have
 CC0538.an estimated accuracy of +/- 6 seconds.
 CC0538
 CC0538.The orthometric height was determined by differential leveling
 CC0538.and adjusted by the National Geodetic Survey in June 1991..
 CC0538
 CC0538.The geoid height was determined by GEOID03.
 CC0538
 CC0538.The dynamic height is computed by dividing the NAVD 88
 CC0538.geopotential number by the normal gravity value computed on the
 CC0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0538.degrees latitude (g = 980.6199 gals.).
 CC0538
 CC0538.The modeled gravity was interpolated from observed gravity values.
 CC0538
 CC0538;                    North         East    Units  Estimated Accuracy
 CC0538;SPC TX C     - 3,246,570.      360,380.      MT  (+/- 180 meters Scaled)
 CC0538
 CC0538                          SUPERSEDED SURVEY CONTROL
 CC0538
 CC0538.No superseded survey control is available for this station.
 CC0538
 CC0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR020233(NAD 83)
 CC0538_MARKER: DB = BENCH MARK DISK
 CC0538_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0538_SP_SET: COPPER-CLAD STEEL ROD
 CC0538_STAMPING: RED ET NO 2 1969
 CC0538_MARK LOGO: USGS  
 CC0538_PROJECTION: FLUSH
 CC0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0538_ROD/PIPE-DEPTH: 2.8  meters
 CC0538
 CC0538  HISTORY     - Date     Condition        Report By
 CC0538  HISTORY     - 1969     MONUMENTED       USGS
 CC0538  HISTORY     - 1981     GOOD             NGS
 CC0538
 CC0538                          STATION DESCRIPTION
 CC0538
 CC0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0538'2.2 KM (1.35 MI) NW FROM ORLA.
 CC0538'2.2 KM (1.35 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0538'WITH FARM ROAD 652 IN ORLA, 39.7 METERS (130.4 FT) SOUTHWEST OF THE
 CC0538'CENTER OF THE HIGHWAY, 18.8 METERS (61.6 FT) NORTHWEST OF RED ET
 CC0538'RM 1, 13.1 METERS (43.1 FT) WEST-NORTHWEST OF RED ET, AND 12.3
 CC0538'METERS (40.5 FT) SOUTHWEST OF A FENCE.
 CC0538'THE MARK IS 12.0 METERS  SSW FROM A WITNESS POST.
 CC0538'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6086 ***********************************************************************
 AW6086  DESIGNATION -  RED FISH BAR INNER RNG FT LT
 AW6086  PID         -  AW6086
 AW6086  STATE/COUNTY-  TX/GALVESTON
 AW6086  USGS QUAD   -  SMITH POINT (1993)
 AW6086
 AW6086                         *CURRENT SURVEY CONTROL
 AW6086  ___________________________________________________________________
 AW6086* NAD 83(1993)-  29 30 28.57848(N)    094 52 22.24126(W)     ADJUSTED  
 AW6086* NAVD 88     -                                                        
 AW6086  ___________________________________________________________________
 AW6086  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW6086  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW6086
 AW6086  HORZ ORDER  -  THIRD
 AW6086
 AW6086.The horizontal coordinates were established by classical geodetic methods
 AW6086.and adjusted by the National Geodetic Survey in February 1996..
 AW6086
 AW6086
 AW6086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6086
 AW6086.The geoid height was determined by GEOID03.
 AW6086
 AW6086;                    North         East     Units Scale Factor Converg.
 AW6086;SPC TXSC     - 4,192,649.816 1,000,027.746   MT  0.99986779   +2 01 19.0
 AW6086;SPC TXSC     -13,755,385.27  3,280,924.36   sFT  0.99986779   +2 01 19.0
 AW6086;UTM  15      - 3,265,724.645   318,467.233   MT  1.00000663   -0 55 21.8
 AW6086
 AW6086                          SUPERSEDED SURVEY CONTROL
 AW6086
 AW6086  NAD 83(1986)-  29 30 28.59481(N)    094 52 22.22243(W) AD(       ) 4
 AW6086  NAD 27      -  29 30 27.76783(N)    094 52 21.50563(W) AD(       ) 3
 AW6086
 AW6086.Superseded values are not recommended for survey control.
 AW6086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6086.See file dsdata.txt to determine how the superseded data were derived.
 AW6086
 AW6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1846765725(NAD 83)
 AW6086_MARKER: 15 = RANGE MARKER
 AW6086
 AW6086  HISTORY     - Date     Condition        Report By
 AW6086  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6086  HISTORY     - 19960713 GOOD             USPSQD
 AW6086  HISTORY     - 19990808 GOOD             USPSQD
 AW6086
 AW6086                          STATION DESCRIPTION
 AW6086
 AW6086'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6086'LOCATED IN THE CENTRAL PART OF GALVESTON BAY, ABOUT 1000
 AW6086'FEET NORTHEAST OF THE SOUTHEAST END OF RED FISH BAR ISLAND,
 AW6086'ON THE EAST SIDE OF THE HOUSTON SHIP CHANNEL.  THE LIGHT
 AW6086'ATOP A WHITE PYRAMIDAL, SLATTED STRUCTURE WITH BLACK VERTICAL
 AW6086'STRIPE ON PILES.  THE LIGHT WAS OBSERVED ON.  NO 7507.6
 AW6086'IN 1962 LIGHT LIST.
 AW6086
 AW6086                          STATION RECOVERY (1996)
 AW6086
 AW6086'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6086'RECOVERED IN GOOD CONDITION.
 AW6086
 AW6086                          STATION RECOVERY (1999)
 AW6086
 AW6086'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6092 ***********************************************************************
 AW6092  DESIGNATION -  RED FISH BAR INNER RNG R LT
 AW6092  PID         -  AW6092
 AW6092  STATE/COUNTY-  TX/CHAMBERS
 AW6092  USGS QUAD   -  BACLIFF (1993)
 AW6092
 AW6092                         *CURRENT SURVEY CONTROL
 AW6092  ___________________________________________________________________
 AW6092* NAD 83(1993)-  29 31 11.32893(N)    094 52 43.68964(W)     ADJUSTED  
 AW6092* NAVD 88     -                                                        
 AW6092  ___________________________________________________________________
 AW6092  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6092  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW6092
 AW6092  HORZ ORDER  -  THIRD
 AW6092
 AW6092.The horizontal coordinates were established by classical geodetic methods
 AW6092.and adjusted by the National Geodetic Survey in February 1996..
 AW6092
 AW6092
 AW6092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6092
 AW6092.The geoid height was determined by GEOID03.
 AW6092
 AW6092;                    North         East     Units Scale Factor Converg.
 AW6092;SPC TXSC     - 4,193,944.751   999,404.144   MT  0.99986843   +2 01 08.5
 AW6092;SPC TXSC     -13,759,633.74  3,278,878.43   sFT  0.99986843   +2 01 08.5
 AW6092;UTM  15      - 3,267,050.093   317,910.903   MT  1.00000913   -0 55 33.6
 AW6092
 AW6092                          SUPERSEDED SURVEY CONTROL
 AW6092
 AW6092  NAD 83(1986)-  29 31 11.34527(N)    094 52 43.67077(W) AD(       ) 4
 AW6092  NAD 27      -  29 31 10.52222(N)    094 52 42.94653(W) AD(       ) 3
 AW6092
 AW6092.Superseded values are not recommended for survey control.
 AW6092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6092.See file dsdata.txt to determine how the superseded data were derived.
 AW6092
 AW6092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1791167050(NAD 83)
 AW6092_MARKER: 15 = RANGE MARKER
 AW6092
 AW6092  HISTORY     - Date     Condition        Report By
 AW6092  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6092  HISTORY     - 19960921 GOOD             USPSQD
 AW6092  HISTORY     - 20010331 GOOD             NGS
 AW6092
 AW6092                          STATION DESCRIPTION
 AW6092
 AW6092'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6092'LOCATED IN THE CENTRAL PART OF GALVESTON BAY, ABOUT 1500
 AW6092'FEET EAST OF RED FISH BAR ISLAND, AND EAST OF THE HOUSTON
 AW6092'SHIP CHANNEL.  THE LIGHT ATOP A WHITE RECTANGULAR SLATTED DAYMARK
 AW6092'WITH BLACK VERTICAL STRIPE ON A WHITE SKELETON STEEL TOWER
 AW6092'ABOUT 65 FEET HIGH ON PILES.  THE LIGHT WAS OBSERVED ON.  NO.
 AW6092'7507.7 IN 1962 LIGHT LIST.
 AW6092
 AW6092                          STATION RECOVERY (1996)
 AW6092
 AW6092'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6092'RECOVERED IN GOOD CONDITION.
 AW6092
 AW6092                          STATION RECOVERY (2001)
 AW6092
 AW6092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6092'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6091 ***********************************************************************
 AW6091  DESIGNATION -  RED FISH BAR LIGHT 1
 AW6091  PID         -  AW6091
 AW6091  STATE/COUNTY-  TX/GALVESTON
 AW6091  USGS QUAD   -  BACLIFF (1993)
 AW6091
 AW6091                         *CURRENT SURVEY CONTROL
 AW6091  ___________________________________________________________________
 AW6091* NAD 83(1993)-  29 30 24.63939(N)    094 52 36.54958(W)     ADJUSTED  
 AW6091* NAVD 88     -                                                        
 AW6091  ___________________________________________________________________
 AW6091  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW6091  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW6091
 AW6091  HORZ ORDER  -  THIRD
 AW6091
 AW6091.The horizontal coordinates were established by classical geodetic methods
 AW6091.and adjusted by the National Geodetic Survey in February 1996..
 AW6091
 AW6091
 AW6091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6091
 AW6091.The geoid height was determined by GEOID03.
 AW6091
 AW6091;                    North         East     Units Scale Factor Converg.
 AW6091;SPC TXSC     - 4,192,515.034   999,646.946   MT  0.99986773   +2 01 12.0
 AW6091;SPC TXSC     -13,754,943.07  3,279,675.02   sFT  0.99986773   +2 01 12.0
 AW6091;UTM  15      - 3,265,609.588   318,079.957   MT  1.00000837   -0 55 28.7
 AW6091
 AW6091                          SUPERSEDED SURVEY CONTROL
 AW6091
 AW6091  NAD 83(1986)-  29 30 24.65570(N)    094 52 36.53075(W) AD(       ) 4
 AW6091  NAD 27      -  29 30 23.82882(N)    094 52 35.81360(W) AD(       ) 3
 AW6091
 AW6091.Superseded values are not recommended for survey control.
 AW6091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6091.See file dsdata.txt to determine how the superseded data were derived.
 AW6091
 AW6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1808065610(NAD 83)
 AW6091_MARKER: 14 = NAVIGATION LIGHT
 AW6091
 AW6091  HISTORY     - Date     Condition        Report By
 AW6091  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6091  HISTORY     - 19950527 GOOD             USPSQD
 AW6091  HISTORY     - 19960713 MARK NOT FOUND   USPSQD
 AW6091
 AW6091                          STATION DESCRIPTION
 AW6091
 AW6091'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6091'LOCATED IN THE CENTRAL PART OF GALVESTON BAY, NEAR THE SOUTH
 AW6091'END OF A LONG, NARROW SPOIL ISLAND LOCALLY KNOWN AS RED FISH
 AW6091'BAR ISLAND.  ABOUT 50 FEET EAST OF THE SOUTH TIP OF THE
 AW6091'ISLAND AND ON THE WEST SIDE OF THE HOUSTON SHIP CHANNEL.
 AW6091'THE LIGHT ATOP A SKELETON STEEL TOWER, ABOUT 30 FEET HIGH,
 AW6091'ON PILE FOUNDATION.  THE LIGHT WAS OBSERVED ON.  NO. 7522 IN
 AW6091'1962 LIGHT LIST.
 AW6091
 AW6091                          STATION RECOVERY (1995)
 AW6091
 AW6091'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6091'RECOVERED IN GOOD CONDITION.
 AW6091
 AW6091                          STATION RECOVERY (1996)
 AW6091
 AW6091'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1236 ***********************************************************************
 DM1236  DESIGNATION -  RED HILL
 DM1236  PID         -  DM1236
 DM1236  STATE/COUNTY-  TX/CASS
 DM1236  USGS QUAD   -  CARTERVILLE (1969)
 DM1236
 DM1236                         *CURRENT SURVEY CONTROL
 DM1236  ___________________________________________________________________
 DM1236* NAD 83(1993)-  33 07 22.95175(N)    094 22 55.53882(W)     ADJUSTED  
 DM1236* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 DM1236  ___________________________________________________________________
 DM1236  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DM1236  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DM1236
 DM1236  HORZ ORDER  -  THIRD
 DM1236
 DM1236.The horizontal coordinates were established by classical geodetic methods
 DM1236.and adjusted by the National Geodetic Survey in February 1996..
 DM1236
 DM1236.The orthometric height was scaled from a topographic map.
 DM1236
 DM1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1236
 DM1236.The geoid height was determined by GEOID03.
 DM1236
 DM1236;                    North         East     Units Scale Factor Converg.
 DM1236;SPC TXNC     - 2,169,027.141   984,149.457   MT  0.99987340   +2 14 45.2
 DM1236;SPC TXNC     - 7,116,216.55  3,228,830.34   sFT  0.99987340   +2 14 45.2
 DM1236;UTM  15      - 3,665,777.406   371,064.953   MT  0.99980497   -0 45 19.2
 DM1236
 DM1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1236!SPC TXNC     -   0.99998301  x   0.99987340  =   0.99985641
 DM1236!UTM  15      -   0.99998301  x   0.99980497  =   0.99978798
 DM1236
 DM1236|---------------------------------------------------------------------|
 DM1236| PID    Reference Object                     Distance      Geod. Az  |
 DM1236|                                                           dddmmss.s |
 DM1236| CX6146 RED HILL RM 1                         6.878 METERS 03051     |
 DM1236| DM1229 DOUGLASSVILLE LOOKOUT TOWER         APPROX.12.0 KM 0545337.5 |
 DM1236| CX6145 RED HILL AZ MK                                     0880314.0 |
 DM1236| CX6147 RED HILL RM 2                         7.825 METERS 29600     |
 DM1236| DM1237 TX+IL NATURAL GAS RELAY TOWER       APPROX. 9.7 KM 3045745.1 |
 DM1236|---------------------------------------------------------------------|
 DM1236
 DM1236                          SUPERSEDED SURVEY CONTROL
 DM1236
 DM1236  NAD 83(1993)-  33 07 22.95411(N)    094 22 55.53185(W) AD(       ) 3
 DM1236  NAD 83(1986)-  33 07 22.95598(N)    094 22 55.52800(W) AD(       ) 3
 DM1236  NAD 27      -  33 07 22.49570(N)    094 22 54.82700(W) AD(       ) 3
 DM1236
 DM1236.Superseded values are not recommended for survey control.
 DM1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1236.See file dsdata.txt to determine how the superseded data were derived.
 DM1236
 DM1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7106565777(NAD 83)
 DM1236_MARKER: DS = TRIANGULATION STATION DISK
 DM1236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM1236
 DM1236  HISTORY     - Date     Condition        Report By
 DM1236  HISTORY     - 1958     MONUMENTED       CGS
 DM1236
 DM1236                          STATION DESCRIPTION
 DM1236
 DM1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1236'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF
 DM1236'DOUGLASSVILLE, ABOUT 0.9 MILE WEST-SOUTHWEST OF THE SMALL
 DM1236'VILLAGE OF RED HILL AND SET ON ABOUT THE HIGHEST PART OF HILL.
 DM1236'IT IS 41 FEET SOUTHWEST OF A 12-INCH TRIANGLE BLAZED PINE TREE.
 DM1236'IT IS A STANDARD DISK, STAMPED RED HILL 1958, BRAZED TO THE
 DM1236'TOP OF A 2-INCH GALVANIZED PIPE AND PROJECTS 4 INCHES ABOVE
 DM1236'THE SURFACE OF THE GROUND.
 DM1236'
 DM1236'REFERENCE MARK NO. 1 IS 27 FEET WEST OF A 12-INCH TRIANGLE
 DM1236'BLAZED PINE TREE, 4 INCHES WEST OF A WHITE WITNESS POST.
 DM1236'IT IS A STANDARD DISK, STAMPED RED HILL NO 1 1958, BRAZED TO
 DM1236'THE TOP OF A 2-INCH GALVANIZED PIPE AND PROJECTS 8 INCHES
 DM1236'ABOVE THE SURFACE OF THE GROUND.
 DM1236'
 DM1236'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED RED HILL NO
 DM1236'2 1958, BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE AND
 DM1236'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 DM1236'
 DM1236'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE NO. 2
 DM1236'IS 35.56 FEET.
 DM1236'
 DM1236'AZIMUTH MARK IS 86 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 DM1236'4 FEET SOUTH OF A FENCE CORNER POST AND 1 FOOT WEST OF A WHITE
 DM1236'WITNESS POST.  IT IS STAMPED RED HILL 1958, AND PROJECTS 6
 DM1236'INCHES ABOVE THE SURFACE OF THE GROUND.
 DM1236'
 DM1236'TO REACH FROM THE COURT-HOUSE IN LINDEN, GO NORTHERLY ON STATE
 DM1236'HIGHWAY 8 FOR 8.0 MILES TO A CROSS ROAD IN RED HILL, TURN LEFT,
 DM1236'WEST, ON GRAVEL ROAD AND GO 0.05 MILE TO AZIMUTH MARK ON THE
 DM1236'RIGHT AS DESCRIBED, CONTINUE WESTERLY ON GRAVEL ROAD FOR 0.2
 DM1236'MILE TO A CROSS ROAD, CONTINUE WESTERLY FOR 0.4 MILE TO A STEEP
 DM1236'HILL ON THE LEFT AND END OF TRUCK TRAVEL.  FROM HERE PACK
 DM1236'ABOUT 250 YARDS TO POINT OF HILL AND STATION AS DESCRIBED.
 DM1236'
 DM1236'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9244 ***********************************************************************
 AF9244  DESIGNATION -  RED HILL ET
 AF9244  PID         -  AF9244
 AF9244  STATE/COUNTY-  TX/DICKENS
 AF9244  USGS QUAD   -  GILPIN (1959)
 AF9244
 AF9244                         *CURRENT SURVEY CONTROL
 AF9244  ___________________________________________________________________
 AF9244* NAD 83(1993)-  33 28 49.28657(N)    100 40 13.26165(W)     ADJUSTED  
 AF9244* NAVD 88     -       709.29   (+/-2cm)    2327.1    (feet)  VERTCON   
 AF9244  ___________________________________________________________________
 AF9244  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 AF9244  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AF9244
 AF9244  HORZ ORDER  -  THIRD
 AF9244  VERT ORDER  -  THIRD ? (See Below)
 AF9244
 AF9244.The horizontal coordinates were established by classical geodetic methods
 AF9244.and adjusted by the National Geodetic Survey in July 1998..
 AF9244
 AF9244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9244.The vertical order pertains to the NGVD 29 superseded value.
 AF9244
 AF9244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9244
 AF9244.The geoid height was determined by GEOID03.
 AF9244
 AF9244;                    North         East     Units Scale Factor Converg.
 AF9244;SPC TXNC     - 2,203,205.816   398,314.390   MT  0.99990053   -1 11 01.3
 AF9244;SPC TXNC     - 7,228,351.08  1,306,803.13   sFT  0.99990053   -1 11 01.3
 AF9244;UTM  14      - 3,705,789.628   344,805.166   MT  0.99989695   -0 55 17.9
 AF9244
 AF9244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9244!SPC TXNC     -   0.99989280  x   0.99990053  =   0.99979334
 AF9244!UTM  14      -   0.99989280  x   0.99989695  =   0.99978976
 AF9244
 AF9244                          SUPERSEDED SURVEY CONTROL
 AF9244
 AF9244  NGVD 29 (07/17/98)  709.06   (m)         2326.3    (f) LEVELING    3  
 AF9244
 AF9244.Superseded values are not recommended for survey control.
 AF9244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9244.See file dsdata.txt to determine how the superseded data were derived.
 AF9244
 AF9244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC4480505790(NAD 83)
 AF9244_MARKER: DS = TRIANGULATION STATION DISK
 AF9244
 AF9244  HISTORY     - Date     Condition        Report By
 AF9244  HISTORY     - 1958     MONUMENTED       USGS
 AF9244
 AF9244                          STATION DESCRIPTION
 AF9244
 AF9244'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9244'STATION IS 8 MI. N. OF GIRARD AND 10 MI. E. OF SPUR, ON THE HIGHEST
 AF9244'POINT OF A PROMINENT LAND MARK KNOWN AS RED HILL.  THE STATION IS ON
 AF9244'THE E. SIDE OF THE HILL ON LAND OWNED BY THE PITCHFORK LAND AND CATTLE
 AF9244'COMPANY, WHOSE HEADQUARTERS ARE BETWEEN GUTHRIE AND DICKENS.
 AF9244'STATION MAY BE REACHED FROM SPUR BY GOING SE. ON STATE HIGHWAY 70 9.5
 AF9244'MI. TO GILPIN STATION AND STORE, THENCE N. ON COUNTY RD. 3.8 MI. TO
 AF9244'T-RD. JUNCTION.  TURN E. 1.4 MI. TO END OF MAINTAINED RD. AT A FENCE.
 AF9244'FOLLOW PRIVATE RD. N. AND E. ON TERRACE THRU FIELD 1.0 MI. TO YARD OF
 AF9244'GARNER YOUNG HOUSE.  FOLLOW RD. AROUND TO THE RIGHT AND E. 1.0 MI. UP
 AF9244'HILL TO THE END OF TRUCK TRAVEL.  LEAVE TRUCK ON RD. AND HIKE E.
 AF9244'ACROSS FENCE TO HIGHEST POINT OF HILL ABOUT 1/4 MI.
 AF9244'STATION MARK--A STANDARD USGS TABLET SET IN THE TOP OF A CONCRETE POST
 AF9244'FLUSH WITH THE GROUND AND STAMPED---RED HILL-ET 1958---.  IT IS ABOUT
 AF9244'20 FT. W. OF THE E. EDGE OF THE HILL AND COVERED BY A SMALL PILE OF
 AF9244'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1174 ***********************************************************************
 DM1174  DESIGNATION -  RED LAKE
 DM1174  PID         -  DM1174
 DM1174  STATE/COUNTY-  TX/BOWIE
 DM1174  USGS QUAD   -  BARKMAN (1975)
 DM1174
 DM1174                         *CURRENT SURVEY CONTROL
 DM1174  ___________________________________________________________________
 DM1174* NAD 83(1993)-  33 33 20.58004(N)    094 10 54.94851(W)     ADJUSTED  
 DM1174* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 DM1174  ___________________________________________________________________
 DM1174  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DM1174  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM1174
 DM1174  HORZ ORDER  -  SECOND
 DM1174
 DM1174.The horizontal coordinates were established by classical geodetic methods
 DM1174.and adjusted by the National Geodetic Survey in September 1999..
 DM1174
 DM1174.The orthometric height was scaled from a topographic map.
 DM1174
 DM1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1174
 DM1174.The geoid height was determined by GEOID03.
 DM1174
 DM1174;                    North         East     Units Scale Factor Converg.
 DM1174;SPC TXNC     - 2,217,719.089 1,000,840.297   MT  0.99991122   +2 21 18.2
 DM1174;SPC TXNC     - 7,275,966.71  3,283,590.21   sFT  0.99991122   +2 21 18.2
 DM1174;SPC AR S     -   500,766.158   197,404.322   MT  0.99995314   -1 13 16.3
 DM1174;SPC AR S     - 1,642,930.30    647,650.68   sFT  0.99995314   -1 13 16.3
 DM1174;UTM  15      - 3,713,522.072   390,283.309   MT  0.99974841   -0 39 12.1
 DM1174
 DM1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1174!SPC TXNC     -   0.99999058  x   0.99991122  =   0.99990180
 DM1174!SPC AR S     -   0.99999058  x   0.99995314  =   0.99994372
 DM1174!UTM  15      -   0.99999058  x   0.99974841  =   0.99973899
 DM1174
 DM1174|---------------------------------------------------------------------|
 DM1174| PID    Reference Object                     Distance      Geod. Az  |
 DM1174|                                                           dddmmss.s |
 DM1174| CX6149 RED LAKE RM 1                        27.095 METERS 01624     |
 DM1174| DM1218 RED RIVER ARSENAL E WATER TANK      APPROX.11.4 KM 1932741.0 |
 DM1174| DM1173 LEWIS                                96.087 METERS 22043     |
 DM1174| DM1241 HOOKS TEXAS STATE FOREST LOT        APPROX.15.6 KM 2223109.5 |
 DM1174| DM1242 RED RIVER ARSENAL CEN WATER TK      APPROX.15.5 KM 2225913.0 |
 DM1174| CX6150 RED LAKE RM 2                        30.930 METERS 24046     |
 DM1174| CX6148 RED LAKE AZ MK                                     3570942.5 |
 DM1174|---------------------------------------------------------------------|
 DM1174
 DM1174                          SUPERSEDED SURVEY CONTROL
 DM1174
 DM1174  NAD 83(1993)-  33 33 20.58447(N)    094 10 54.94431(W) AD(       ) 2
 DM1174  NAD 83(1993)-  33 33 20.58459(N)    094 10 54.94310(W) AD(       ) 2
 DM1174  NAD 83(1986)-  33 33 20.58121(N)    094 10 54.93182(W) AD(       ) 2
 DM1174  NAD 27      -  33 33 20.14000(N)    094 10 54.22700(W) AD(       ) 2
 DM1174
 DM1174.Superseded values are not recommended for survey control.
 DM1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1174.See file dsdata.txt to determine how the superseded data were derived.
 DM1174
 DM1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9028313522(NAD 83)
 DM1174_MARKER: DS = TRIANGULATION STATION DISK
 DM1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1174
 DM1174  HISTORY     - Date     Condition        Report By
 DM1174  HISTORY     - 1952     MONUMENTED       CGS
 DM1174  HISTORY     - 1956     GOOD             CGS
 DM1174  HISTORY     - 1967     MARK NOT FOUND   BGAS
 DM1174  HISTORY     - 1968     MARK NOT FOUND   CGS
 DM1174
 DM1174                          STATION DESCRIPTION
 DM1174
 DM1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1174'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF TEXARKANA
 DM1174'AND 3/4 MILE SOUTHEAST OF RED LAKE.  IT IS 105 FEET SOUTH OF A
 DM1174'FARM DRIVE, 51 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 DM1174'TOOL SHED, 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN
 DM1174'AND 20 FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS SET
 DM1174'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 DM1174'RED LAKE 1952.
 DM1174'
 DM1174'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE FARM DRIVE AND
 DM1174'13 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN.  THE MARK
 DM1174'PROJECTS 4 INCHES AND THE DISK IS STAMPED RED LAKE NO 1 1952.
 DM1174'
 DM1174'REFERENCE MARK NO. 2 IS 61 FEET WEST OF THE NORTHWEST CORNER
 DM1174'OF THE TOOL SHED, AND 34 FEET NORTH OF A FARM DRIVE (THIS IS
 DM1174'A DIFFERENT FARM DRIVE AND IS SOUTH OF THE ONE MENTIONED IN THE
 DM1174'STATION MARK MEASURMENT.) THE MARK PROJECTS 4 INCHES AND THE
 DM1174'DISK IS STAMPED RED LAKE NO 2 1952.
 DM1174'
 DM1174'THE AZIMUTH MARK IS 34 FEET SOUTHWEST OF A LARGE OAK TREE, 23
 DM1174'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 5 FEET SOUTH OF A
 DM1174'POWER POLE AND 3 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 DM1174'PROJECTS 6 INCHES AND THE DISK IS STAMPED RED LAKE 1952.
 DM1174'
 DM1174'P.B.M. LEWIS (USE) IS A 4 INCH STEEL PIPE FILLED WITH LEAD AND
 DM1174'PROJECTS ABOUT 8 INCHES.  THERE IS A NAILHEAD INDENTATION IN
 DM1174'THE LEAD AT THE APPROXIMATE CENTER OF THE TOP OF THE MARK AND
 DM1174'THIS WAS THE POINT OBSERVED AND MEASURED TO.  IT IS 76 FEET
 DM1174'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE, 55 FEET
 DM1174'NORTHWEST OF A POWER POLE, 36 FEET EAST OF THE CENTER OF A
 DM1174'GRAVEL ROAD AND 28 FEET SOUTHEAST OF A LARGE PECAN TREE.  A
 DM1174'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION RED
 DM1174'LAKE TO P.B.M. LEWIS (USE) AND THE DISTANCE IS SHOWN ABOVE.
 DM1174'
 DM1174'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 DM1174'67 ABOUT 1 BLOCK NORTH OF THE POST OFFICE IN TEXARKANA, GO
 DM1174'WESTERLY ON U.S. HIGHWAY 67 FOR 0.3 MILE TO U.S. HIGHWAY 82,
 DM1174'TURN RIGHT AND FOLLOW U.S. HIGHWAY 82 FOR 1.45 MILES TO A
 DM1174'TRAFFIC LIGHT AND FARM ROAD 559, TURN RIGHT AND GO NORTH ON
 DM1174'THE FARM ROAD FOR 0.5 MILE TO A T INTERSECTION, JOG LEFT AND
 DM1174'FOLLOW THE FARM ROAD FOR 5.8 MILES TO WHERE THE BLACK TOP ENDS.
 DM1174'CONTINUE ON NORTHERLY ON MAIN TRAVELED GRAVEL ROAD FOR 5.45
 DM1174'MILES TO THE SECOND OF TWO FARM HOUSES AND THE STATION AS
 DM1174'DESCRIBED.
 DM1174'
 DM1174'TO REACH THE AZIMUTH MARK FROM THE STATION GO BACK TO THE GRAVELED
 DM1174'ROAD THEN GO NORTH FOR 0.45 MILE TO THE AZIMUTH MARK AND LARGE
 DM1174'OAK TREE ON THE RIGHT.
 DM1174'
 DM1174'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1174
 DM1174                          STATION RECOVERY (1956)
 DM1174
 DM1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1174'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1174'IN GOOD CONDITION EXCEPT THAT R.M. NO. 1 HAS BEEN BROKEN AND
 DM1174'ALL THAT REMAINS IN PLACE IS THE CONCRETE CYLINDER.  A NEW
 DM1174'DESCRIPTION FOLLOWS--
 DM1174'
 DM1174'P.B.M. LEWIS (USE) IS A 4-INCH STEEL PIPE FILLED WITH LEAD AND
 DM1174'PROJECTS ABOUT 8 INCHES.  THERE IS A NAILHEAD INDENTATION IN
 DM1174'THE LEAD AT THE APPROXIMATE CENTER OF THE TOP OF THE MARK AND
 DM1174'THIS WAS THE POINT OBSERVED AND MEASURED TO.  IT IS 76 FEET
 DM1174'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE, 55 FEET
 DM1174'NORTHWEST OF A POWER POLE, 36 FEET EAST OF THE CENTER OF FM
 DM1174'559 AND 28 FT. SE OF A LARGE PECAN TREE.  A TRAVERSE CONNECTION
 DM1174'WAS MADE FROM TRIANGULATION STATION RED LAKE TO P.B.M. LEWIS
 DM1174'(USE) AND THE DISTANCE IS SHOWN.  IT IS ALSO 1 FT. NORTH OF A
 DM1174'FENCE.
 DM1174'
 DM1174'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 DM1174'67 ABOUT 1 BLOCK NORTH OF THE POST OFFICE IN TEXARKANA, GO
 DM1174'WESTERLY ON U.S. HIGHWAY 67 FOR 0.3 MILE TO U.S. HIGHWAY 82,
 DM1174'TURN RIGHT AND FOLLOW U.S. HIGHWAY 82 FOR 1.45 MILES TO A
 DM1174'TRAFFIC LIGHT AND FARM ROAD 559, TURN RIGHT AND GO NORTH ON THE
 DM1174'FARM ROAD FOR 0.5 MILE TO A T INTERSECTION, JOG LEFT AND
 DM1174'FOLLOW THE FARM ROAD FOR 11.25 MILES TO WHERE THE BLACK TOP
 DM1174'ENDS AND THE STATION AS DESCRIBED.
 DM1174
 DM1174                          STATION RECOVERY (1967)
 DM1174
 DM1174'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DM1174'RECOVERED BY BUCE AND GUNN INC
 DM1174'
 DM1174'RED LAKE 1952-NOT RECOVERED
 DM1174'
 DM1174'RED LAKE NO 2 1962-NOT RECOVERED
 DM1174'
 DM1174'RED LAKE NO 1 1962-NOT RECOVERED
 DM1174'
 DM1174'RED LAKE 1952 (AZ MK)-GOOD
 DM1174'
 DM1174'P.B.M. LEWIS (U.S.E.)-GOOD
 DM1174'
 DM1174'THE STATION SITE WAS VISITED AND THE AZIMUTH MARK AND P.B.M.
 DM1174'LEWIS (U.S.E.) WERE FOUND IN GOOD CONDITION.
 DM1174'THE HOUSES MENTIONED HAVE BEEN TORN DOWN AND A NEW BRICK HOUSE
 DM1174'BUILT.  NEW OUT BUILDINGS HAVE ALSO BEEN BUILT.  AN ANGLE WAS
 DM1174'TURNED TO THE STATION FROM P.B.M., LEWIS USING A COMPUTED BEARING
 DM1174'FROM RED RIVER ARSNAL (E) TANK AND THE DISTANCE MEASURED 315.25
 DM1174'FT).  ANGLE BEING (207 DEG 28 MIN 27 SEC), THE STATION WOULD
 DM1174'NOW FALL UNDER A CONCRETE FLOOR OF A TOOL SHED.  THE R.M.S
 DM1174'COULD NOT BE LOCATED.
 DM1174'
 DM1174'THE 1956 RECOVERY IS ADEQUATE TO REACH P.B.M. LEWIS
 DM1174
 DM1174                          STATION RECOVERY (1968)
 DM1174
 DM1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DM1174'THE AZIMUTH MARK AND P.B.M. LEWIS (USE) MARK WERE RECOVERED AND
 DM1174'FOUND TO BE IN GOOD CONDITION.  THE STATION MARK, REFERENCE MARKS
 DM1174'NO. 1 AND NO. 2 WERE SEARCHED FOR BUT NOT FOUND.  CONSIDERABLE
 DM1174'TIME WAS SPENT PROBING FOR THE MARKS.  IT WAS REPORTED BY THE LAND
 DM1174'OWNER MR. C.M. GAY THE FARM BUILDINGS AT STATION SITE HAD BEEN
 DM1174'TORE DOWN AND OTHER BUILDINGS ERECTED.  IT IS BELIEVED THE
 DM1174'STATION MARK IS NOW UNDER THE CONCRETE FLOOR OF A MACHINE
 DM1174'STORAGE BUILDING.  THE REFERENCE MARKS ARE COVERED WITH DIRT OR
 DM1174'HAVE BEEN DESTROYED AS THEY WOULD BE IN A CULTIVATED AREA.
 DM1174'AN ALTERNATE ROUTE TO REACH STATION IS AS FOLLOWS--
 DM1174'
 DM1174'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND F.M.
 DM1174'ROAD 2253 AT LEARY, GO NORTH ON F.M. ROAD 2253 FOR 0.35 MILE
 DM1174'TO INTERSTATE HIGHWAY 30.  CONTINUE ON F.M. ROAD 2253 FOR 5.8
 DM1174'MILES TO JUNCTION OF STATE HIGHWAY 559.  TURN LEFT, AND FOLLOW
 DM1174'STATE HIGHWAY 559 FOR 1.0 MILE TO HOME OF MR. C.M. GAY AND
 DM1174'STATION.  CONTINUE ON DIRT ROAD, NORTH, 0.45 MILE TO AZIMUTH
 DM1174'MARK ABOUT 100 YARDS ON THE RIGHT, ABOUT 10 FEET SOUTH OF A
 DM1174'POWER LINE POLE.
 DM1174'
 DM1174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DM1174'NORTHWEST OF TEXARKANA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0477 ***********************************************************************
 BQ0477  DESIGNATION -  RED LIGHT
 BQ0477  PID         -  BQ0477
 BQ0477  STATE/COUNTY-  TX/HUDSPETH
 BQ0477  USGS QUAD   -  CEDAR ARROYO (1972)
 BQ0477
 BQ0477                         *CURRENT SURVEY CONTROL
 BQ0477  ___________________________________________________________________
 BQ0477* NAD 83(1993)-  30 58 41.14452(N)    105 16 54.68849(W)     ADJUSTED  
 BQ0477* NAVD 88     -      1200.77   (+/-2cm)    3939.5    (feet)  VERTCON   
 BQ0477  ___________________________________________________________________
 BQ0477  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BQ0477  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BQ0477
 BQ0477  HORZ ORDER  -  FIRST
 BQ0477  VERT ORDER  -  THIRD ? (See Below)
 BQ0477
 BQ0477.The horizontal coordinates were established by classical geodetic methods
 BQ0477.and adjusted by the National Geodetic Survey in February 1996..
 BQ0477
 BQ0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0477.The vertical order pertains to the NGVD 29 superseded value.
 BQ0477
 BQ0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0477
 BQ0477.The geoid height was determined by GEOID03.
 BQ0477
 BQ0477;                    North         East     Units Scale Factor Converg.
 BQ0477;SPC TX C     - 3,155,889.628   227,498.553   MT  0.99988183   -2 32 55.6
 BQ0477;SPC TX C     -10,353,947.89    746,384.84   sFT  0.99988183   -2 32 55.6
 BQ0477;UTM  13      - 3,427,208.465   473,085.935   MT  0.99960893   -0 08 42.3
 BQ0477
 BQ0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0477!SPC TX C     -   0.99981513  x   0.99988183  =   0.99969698
 BQ0477!UTM  13      -   0.99981513  x   0.99960893  =   0.99942413
 BQ0477
 BQ0477:                Primary Azimuth Mark                     Grid Az
 BQ0477:SPC TX C     -  RED LIGHT AZ MK                          006 22 23.2
 BQ0477:UTM  13      -  RED LIGHT AZ MK                          003 58 09.9
 BQ0477
 BQ0477|---------------------------------------------------------------------|
 BQ0477| PID    Reference Object                     Distance      Geod. Az  |
 BQ0477|                                                           dddmmss.s |
 BQ0477| CI0287 RED LIGHT AZ MK                                    0034927.6 |
 BQ0477| CI0288 RED LIGHT RM 1                       12.180 METERS 17416     |
 BQ0477| CI0289 RED LIGHT RM 2                       15.000 METERS 26331     |
 BQ0477| CD1040 MOUNTAIN PEAK N OF QUITMAN 2        APPROX.30.0 KM 3161046.6 |
 BQ0477|---------------------------------------------------------------------|
 BQ0477
 BQ0477                          SUPERSEDED SURVEY CONTROL
 BQ0477
 BQ0477  NAD 83(1986)-  30 58 41.15144(N)    105 16 54.68572(W) AD(       ) 1
 BQ0477  NAD 27      -  30 58 40.67200(N)    105 16 52.86000(W) AD(       ) 1
 BQ0477  NGVD 29 (07/19/86) 1200.21   (m)         3937.7    (f) LEVELING    3  
 BQ0477
 BQ0477.Superseded values are not recommended for survey control.
 BQ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0477.See file dsdata.txt to determine how the superseded data were derived.
 BQ0477
 BQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ7308627208(NAD 83)
 BQ0477_MARKER: DS = TRIANGULATION STATION DISK
 BQ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0477
 BQ0477  HISTORY     - Date     Condition        Report By
 BQ0477  HISTORY     - 1934     MONUMENTED       CGS
 BQ0477  HISTORY     - 1958     GOOD             AMS
 BQ0477  HISTORY     - 1962     GOOD             MOBIL
 BQ0477  HISTORY     - 1980     GOOD             LOCENG
 BQ0477
 BQ0477                          STATION DESCRIPTION
 BQ0477
 BQ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0477'FOURTEEN MILES, AIRLINE, SOUTHEAST OF SIERRA BLANCA, 0.4 MILE SOUTH
 BQ0477'OF RED LIGHT WELLS, AND 101.0 FEET SOUTHWEST OF THE CENTER OF
 BQ0477'HIGHWAY LEADING TO SIERRA BLANCA.
 BQ0477'
 BQ0477'TO REACH FROM SIERRA BLANCA, GO EAST ON U.S. HIGHWAY 80
 BQ0477'0.4 MILE TO A CROSSROADS, LEAVE THE MAIN ROAD AND TURN RIGHT ON
 BQ0477'THE GRADED QUITMAN CANYON ROAD, DRIVE 4.7 MILES TO FORKS (RIGHT
 BQ0477'FORK GOEST WEST TO FORT QUITMAN), TAKE THE LEFT FORK AND GO SOUTH
 BQ0477'ON GRADED ROAD 11.0 MILES TO THE RED LIGHT WELL AND TWO SHACKS,
 BQ0477'CONTINUE PAST THIS WELL 0.4 MILE TO A POINT WHERE THE ROAD
 BQ0477'CURVES TO THE LEFT AT THE TOP OF A LOW GRADE.  STATION IS 34
 BQ0477'YARDS SOUTHWEST OF THIS POINT, OFF THE ROAD AT THE RIGHT.
 BQ0477'WATER MAY BE OBTAINED AT THE RED LIGHT WELL.
 BQ0477'
 BQ0477'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BQ0477'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 BQ0477'ALL THE MARKS PROJECT APPROXIMATELY 4
 BQ0477'INCHES ABOVE THE GROUND.
 BQ0477'
 BQ0477'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 118 FEET SOUTHWEST
 BQ0477'OF THE CENTER OF HIGHWAY.
 BQ0477'
 BQ0477'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 145.5 FEET
 BQ0477'SOUTHWEST OF THE CENTER OF HIGHWAY.
 BQ0477'
 BQ0477'AZIMUTH MARK IS NORTH OF THE STATION, 17.3 FEET WEST OF THE
 BQ0477'CENTER OF MAIN ROAD.
 BQ0477'
 BQ0477'POINTED PEAK IS HIGHEST VISIBLE PEAK IN EAGLE MOUNTAINS TO
 BQ0477'THE EAST-SOUTHEAST.
 BQ0477'
 BQ0477'CONE-SHAPED OR DOME-SHAPED PEAK, IS THE NORTHERMOST PEAK
 BQ0477'IN THE QUITMAN RANGE OF MOUNTAINS TO THE NORTHWEST.
 BQ0477'
 BQ0477'SIERRA BLANCA MOUNTAIN IS A PROMINENT PEAK TO THE NORTHWEST
 BQ0477'OF THE VILLAGE OF SIERRA BLANCA, NORTH-NORTHWEST OF THE STATION.
 BQ0477'
 BQ0477'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BQ0477
 BQ0477                          STATION RECOVERY (1958)
 BQ0477
 BQ0477'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0477'STATION, REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.
 BQ0477'
 BQ0477'THE STATION IS LOCATED 116 FEET SW OF THE ROAD.  56 FEET NNW OF
 BQ0477'THE NW TIP OF DARK CIRCULAR SPOT.  70 FEET S OF LONE DARK BUSH.
 BQ0477
 BQ0477                          STATION RECOVERY (1962)
 BQ0477
 BQ0477'RECOVERY NOTE BY MOBIL OIL CORPORATION 1962 (CGH)
 BQ0477'STATION FOUND IN GOOD CONDITION.
 BQ0477
 BQ0477                          STATION RECOVERY (1980)
 BQ0477
 BQ0477'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0477'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0557 ***********************************************************************
 DP0557  DESIGNATION -  RED MUD
 DP0557  PID         -  DP0557
 DP0557  STATE/COUNTY-  TX/KENT
 DP0557  USGS QUAD   -  SPUR SW (1968)
 DP0557
 DP0557                         *CURRENT SURVEY CONTROL
 DP0557  ___________________________________________________________________
 DP0557* NAD 83(1993)-  33 19 29.15340(N)    100 54 15.68174(W)     ADJUSTED  
 DP0557* NAVD 88     -       652.     (meters)    2139.     (feet)  SCALED    
 DP0557  ___________________________________________________________________
 DP0557  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 DP0557  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DP0557
 DP0557  HORZ ORDER  -  FIRST
 DP0557
 DP0557.The horizontal coordinates were established by classical geodetic methods
 DP0557.and adjusted by the National Geodetic Survey in February 1996..
 DP0557
 DP0557.The orthometric height was scaled from a topographic map.
 DP0557
 DP0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0557
 DP0557.The geoid height was determined by GEOID03.
 DP0557
 DP0557;                    North         East     Units Scale Factor Converg.
 DP0557;SPC TXNC     - 2,186,428.647   376,177.527   MT  0.99988394   -1 18 40.8
 DP0557;SPC TXNC     - 7,173,307.99  1,234,175.77   sFT  0.99988394   -1 18 40.8
 DP0557;UTM  14      - 3,688,910.049   322,744.558   MT  0.99998738   -1 02 47.4
 DP0557
 DP0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0557!SPC TXNC     -   0.99990166  x   0.99988394  =   0.99978561
 DP0557!UTM  14      -   0.99990166  x   0.99998738  =   0.99988904
 DP0557
 DP0557|---------------------------------------------------------------------|
 DP0557| PID    Reference Object                     Distance      Geod. Az  |
 DP0557|                                                           dddmmss.s |
 DP0557| CX8057 RED MUD RM 1                         10.477 METERS 21831     |
 DP0557| CX8056 RED MUD AZ MK                                      3244927.0 |
 DP0557| CX8058 RED MUD RM 2                         10.620 METERS 34039     |
 DP0557|---------------------------------------------------------------------|
 DP0557
 DP0557                          SUPERSEDED SURVEY CONTROL
 DP0557
 DP0557  NAD 83(1993)-  33 19 29.15678(N)    100 54 15.67589(W) AD(       ) 1
 DP0557  NAD 83(1986)-  33 19 29.15783(N)    100 54 15.67245(W) AD(       ) 1
 DP0557  NAD 27      -  33 19 28.82511(N)    100 54 14.21404(W) AD(       ) 1
 DP0557
 DP0557.Superseded values are not recommended for survey control.
 DP0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0557.See file dsdata.txt to determine how the superseded data were derived.
 DP0557
 DP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2274588910(NAD 83)
 DP0557_MARKER: DS = TRIANGULATION STATION DISK
 DP0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0557_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0557
 DP0557  HISTORY     - Date     Condition        Report By
 DP0557  HISTORY     - 1968     MONUMENTED       CGS
 DP0557
 DP0557                          STATION DESCRIPTION
 DP0557
 DP0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0557'STATION IS LOCATED 14 MILES NORTHWEST OF CLAIRMONT, 14 MILES
 DP0557'WEST-SOUTHWEST OF GIRARD AND 10-1/2 MILES SOUTH-SOUTHWEST OF SPUR.
 DP0557'
 DP0557'TO REACH FROM THE POST OFFICE IN SPUR, GO SOUTH ON STATE HIGHWAY
 DP0557'70 FOR 0.3 MILE TO A CROSSROAD, TURN RIGHT, WEST, ON FARM ROAD 261
 DP0557'FOR 0.1 MILE TO A CROSSROAD, TURN LEFT, SOUTH, STAYING ON FARM ROAD
 DP0557'261 FOR 6.3 MILES TO THE JUNCTION OF FARM ROAD 1081 ON THE LEFT,
 DP0557'TURN LEFT, SOUTH, ON FARM ROAD 1081 FOR 6.4 MILES TO THE AZIMUTH
 DP0557'MARK ON THE RIGHT, CONTINUE SOUTH ON FARM ROAD 1081 FOR 0.3 MILE
 DP0557'TO WHERE THE PAVED ROAD TURNS RIGHT AND A CATTLE GUARD STRAIGHT
 DP0557'AHEAD, CROSS CATTLE GUARD AND CONTINUE SOUTH ON A GRAVELED
 DP0557'ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT AND A CATTLE GUARD
 DP0557'STRAIGHT AHEAD, CROSS CATTLE GUARD THEN TURN LEFT, EAST, FOR
 DP0557'0.35 MILE ON BLADED ROAD TO A SIDE ROAD RIGHT, TURN
 DP0557'RIGHT ON BLADED ROAD FOR 0.05 MILE TO THE HIGHEST
 DP0557'POINT AND THE STATION ON THE LEFT.
 DP0557'
 DP0557'STATION MARK, A STANDARD DISK STAMPED RED MUD 1968, SET IN THE
 DP0557'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE
 DP0557'THE GROUND SURFACE.  IT IS 42 FEET NORTHEAST OF THE CENTER OF A
 DP0557'TRACK ROAD AND 2.4 FEET SOUTH OF A 4 BY 4 INCH WOODEN WITNESS
 DP0557'POST.
 DP0557'
 DP0557'REFERENCE MARK 1, A STANDARD DISK STAMPED RED MUD NO 1 1968,
 DP0557'CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 1 FOOT LOWER THAN THE
 DP0557'STATION.  IT IS 36.5 FEET SOUTHWEST OF THE WITNESS POST AND 16
 DP0557'FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD.
 DP0557'
 DP0557'REFERENCE MARK 2, A STANDARD DISK STAMPED RED MUD NO 2 1968, SET
 DP0557'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 DP0557'ABOVE THE GROUND SURFACE.  IT IS 37 FEET NORTHEAST OF THE CENTER
 DP0557'OF THE TRACK ROAD AND 35 FEET NORTHWEST OF THE WITNESS POST.
 DP0557'
 DP0557'AZIMUTH MARK, A STANDARD DISK STAMPED RED MUD 1968, CEMENTED
 DP0557'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A CULVERT HEADWALL.  IT
 DP0557'IS 31 FEET EAST OF A WIRE FENCE, 19 FEET WEST OF THE CENTER OF
 DP0557'FARM ROAD 1081 AND 7.1 FEET SOUTH OF A METAL HIGHWAY REFLECTOR
 DP0557'POST.
 DP0557'
 DP0557'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2801 ***********************************************************************
 CS2801  DESIGNATION -  RED OAK
 CS2801  PID         -  CS2801
 CS2801  STATE/COUNTY-  TX/ELLIS
 CS2801  USGS QUAD   -  LANCASTER (1981)
 CS2801
 CS2801                         *CURRENT SURVEY CONTROL
 CS2801  ___________________________________________________________________
 CS2801* NAD 83(1993)-  32 31 17.82272(N)    096 47 52.28884(W)     ADJUSTED  
 CS2801* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 CS2801  ___________________________________________________________________
 CS2801  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 CS2801  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CS2801
 CS2801  HORZ ORDER  -  FIRST
 CS2801
 CS2801.The horizontal coordinates were established by classical geodetic methods
 CS2801.and adjusted by the National Geodetic Survey in February 1996..
 CS2801
 CS2801.The orthometric height was scaled from a topographic map.
 CS2801
 CS2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2801
 CS2801.The geoid height was determined by GEOID03.
 CS2801
 CS2801;                    North         East     Units Scale Factor Converg.
 CS2801;SPC TXNC     - 2,096,101.543   759,902.941   MT  0.99991511   +0 55 42.0
 CS2801;SPC TXNC     - 6,876,959.81  2,493,114.90   sFT  0.99991511   +0 55 42.0
 CS2801;UTM  14      - 3,600,393.056   706,839.543   MT  1.00012759   +1 11 03.6
 CS2801
 CS2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2801!SPC TXNC     -   0.99997417  x   0.99991511  =   0.99988928
 CS2801!UTM  14      -   0.99997417  x   1.00012759  =   1.00010176
 CS2801
 CS2801:                Primary Azimuth Mark                     Grid Az
 CS2801:SPC TXNC     -  RED OAK AZ MK                            028 45 08.5
 CS2801:UTM  14      -  RED OAK AZ MK                            028 29 46.9
 CS2801
 CS2801|---------------------------------------------------------------------|
 CS2801| PID    Reference Object                     Distance      Geod. Az  |
 CS2801|                                                           dddmmss.s |
 CS2801| CY2961 RED OAK AZ MK                                      0294050.5 |
 CS2801| CY2962 RED OAK RM 1                         27.419 METERS 03134     |
 CS2801| CS2784 FERRIS MUNICIPAL TANK               APPROX.12.4 KM 0840412.0 |
 CS2801| CY2963 RED OAK RM 2                         31.379 METERS 12957     |
 CS2801| CY2964 RED OAK RM 3                         28.872 METERS 23627     |
 CS2801|---------------------------------------------------------------------|
 CS2801
 CS2801                          SUPERSEDED SURVEY CONTROL
 CS2801
 CS2801  NAD 83(1986)-  32 31 17.82930(N)    096 47 52.27046(W) AD(       ) 1
 CS2801  NAD 27      -  32 31 17.33400(N)    096 47 51.28500(W) AD(       ) 1
 CS2801
 CS2801.Superseded values are not recommended for survey control.
 CS2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2801.See file dsdata.txt to determine how the superseded data were derived.
 CS2801
 CS2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0684000393(NAD 83)
 CS2801_MARKER: DS = TRIANGULATION STATION DISK
 CS2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2801
 CS2801  HISTORY     - Date     Condition        Report By
 CS2801  HISTORY     - 1947     MONUMENTED       CGS
 CS2801  HISTORY     - 1952     GOOD             CGS
 CS2801  HISTORY     - 1960     GOOD             CGS
 CS2801  HISTORY     - 1966     GOOD             CGS
 CS2801  HISTORY     - 1968     GOOD             CGS
 CS2801  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 CS2801
 CS2801                          STATION DESCRIPTION
 CS2801
 CS2801'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2801'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF THE VILLAGE
 CS2801'OF RED OAK IN THE OPEN AREA BETWEEN STATE ROUTE 342 AND THE
 CS2801'TEXAS ELECTRIC RAILROAD AT THE TOP OF THE LOW DIVIDE.  IT
 CS2801'IS 50 FEET EAST OF THE EAST RAIL OF THE TRACKS AND 58 FEET
 CS2801'WEST OF THE CENTER OF STATE ROUTE 342.  IT IS STAMPED RED
 CS2801'OAK 1947 AND PROJECTS 6 INCHES.
 CS2801'
 CS2801'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION, 55
 CS2801'FEET WEST OF THE CENTER OF THE HIGHWAY AND 53 FEET EAST OF
 CS2801'THE EAST RAIL.  IT IS STAMPED RED OAK NO. 1 1947 AND PROJECTS
 CS2801'6 INCHES.
 CS2801'
 CS2801'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION ON THE EAST
 CS2801'SIDE OF THE HIGHWAY.  IT IS 45 FEET EAST OF THE CENTER OF
 CS2801'THE HIGHWAY ON THE WEST EDGE OF A CULTIVATED FIELD.  IT
 CS2801'IS STAMPED RED OAK NO. 2 1947 AND PROJECTS 6 INCHES.
 CS2801'
 CS2801'THE AZIMUTH MARK IS 0.7 MILE NORTH-NORTHWEST OF THE STATION,
 CS2801'50 FEET EAST OF THE CENTER OF THE HIGHWAY AND 25 FEET NORTH
 CS2801'OF A CROSSROAD.  IT IS STAMPED RED OAK 1947 AND PROJECTS
 CS2801'6 INCHES.
 CS2801'
 CS2801'TO REACH THE STATION FROM THE RAILROAD STATION IN RED OAK.
 CS2801'GO NORTH ON STATE ROUTE 342 FOR 0.55 MILE TO THE MARK ON
 CS2801'THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.7
 CS2801'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CS2801'
 CS2801'A 74 FOOT SIGNAL AT STATION PATTON IS VISIBLE AT 15 FEET
 CS2801'
 CS2801'A 15 FOOT SIGNAL AT STATION BEAR IS VISIBLE AT 15 FEET
 CS2801'
 CS2801'A 74 FOOT SIGNAL AT STATION DUNCAN IS VISIBLE AT 15 FEET
 CS2801'
 CS2801'A 74 FOOT SIGNAL AT STATION NEWTON IS VISIBLE FROM THE GROUND
 CS2801'
 CS2801'A 74 FOOT SIGNAL AT STATION LANCASTER IS VISIBLE FROM THE GROUND
 CS2801'
 CS2801'A 74 FOOT SIGNAL AT STATION FERRIS IS VISIBLE FROM THE GROUND
 CS2801'
 CS2801'A 74 FOOT SIGNAL AT STATION ROCKETT IS VISIBLE AT 50 FEET
 CS2801'
 CS2801'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2801
 CS2801                          STATION RECOVERY (1952)
 CS2801
 CS2801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (FJ)
 CS2801'STATION IS 55.5 FT WEST OF CENTERLINE OF S. H. 342 AND ABOUT
 CS2801'0.6 MILE NORTH OF CROSSROAD.  GOOD CONDITION.
 CS2801
 CS2801                          STATION RECOVERY (1960)
 CS2801
 CS2801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2801'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2801'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2801'TO STATION SITE ARE CORRECT.
 CS2801
 CS2801                          STATION RECOVERY (1966)
 CS2801
 CS2801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2801'THE STATION MARK, AND REFERENCE MARK NO. 2 WERE FOUND TO
 CS2801'BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 CS2801'MARK WERE NOT FOUND.  IT IS BELIEVED THE MARKS WERE COVERED
 CS2801'OR MAY HAVE BEEN DESTROYED WHEN IMPROVEMENTS WERE MADE ALONG
 CS2801'THE EAST SIDE OF HIGHWAY.
 CS2801'
 CS2801'THE ORIGINAL DESCRIPTION AND ROUTE FOR PROCEEDING TO STATION
 CS2801'SITE WERE FOUND TO BE CORRECT.  A METAL WITNESS POST WAS
 CS2801'SET 1 FOOT WEST OF THE STATION MARK.
 CS2801
 CS2801                          STATION RECOVERY (1968)
 CS2801
 CS2801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CS2801'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 CS2801'IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND AZIMUTH MARK
 CS2801'WERE DESTROYED WHEN THE HIGHWAY WAS REBUILT AND THE ROAD
 CS2801'RIGHT-OF-WAY WIDENED.  A NEW REFERENCE MARK WAS SET.  A
 CS2801'COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 1/2 MILE
 CS2801'NORTHEAST OF THE VILLAGE OF RED OAK IN AN AREA BETWEEN THE
 CS2801'CRI AND P RAILROAD TRACKS AND STATE HIGHWAY 342.
 CS2801'
 CS2801'TO REACH THE STATION FROM THE POST OFFICE IN RED OAK, GO
 CS2801'EAST TO STATE HIGHWAY 342, THENCE 0.55 MILE NORTHEAST ALONG
 CS2801'STATE HIGHWAY 342 TO STATION ON THE LEFT.
 CS2801'
 CS2801'STATION MARK, A STANDARD DISK, STAMPED RED OAK 1947 IS SET
 CS2801'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 6 INCHES
 CS2801'ABOVE THE SURFACE OF GROUND.  IT IS 58 FEET SOUTHEAST OF
 CS2801'THE C.RI. AND P. RAILROAD TRACKS, 52 FEET NORTHWEST OF THE
 CS2801'CENTER LINE OF STATE HIGHWAY 342, 48 FEET EAST OF A ROW OF
 CS2801'POWERLINE POLES AND 6 INCHES WEST OF A METAL WITNESS POST.
 CS2801'
 CS2801'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED RED OAK NO.
 CS2801'1 1947, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 CS2801'6 INCHES ABOVE THE GROUND.  IT IS 50 FEET NORTHWEST OF THE
 CS2801'CENTER LINE OF HIGHWAY AND 1 FOOT WEST OF A METAL WITNESS
 CS2801'POST.
 CS2801'
 CS2801'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED RED OAK 1947
 CS2801'NO. 3 1968, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 CS2801'PROJECTS 4 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 100
 CS2801'FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 4 FEET NORTH
 CS2801'OF A POWER LINE POLE AND 1 FOOT SOUTH OF A METAL WITNESS
 CS2801'POST.
 CS2801'
 CS2801'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 CS2801'NORTHEAST OF RED OAK.
 CS2801
 CS2801                          STATION RECOVERY (2004)
 CS2801
 CS2801'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CS2801'RM 3 FOUND IN GOOD CONDITION, NO OTHER MARKS FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1242 ***********************************************************************
 DM1242  DESIGNATION -  RED RIVER ARSENAL CEN WATER TK
 DM1242  PID         -  DM1242
 DM1242  STATE/COUNTY-  TX/BOWIE
 DM1242  USGS QUAD   -  HOOKS (1975)
 DM1242
 DM1242                         *CURRENT SURVEY CONTROL
 DM1242  ___________________________________________________________________
 DM1242* NAD 83(1993)-  33 27 12.89776(N)    094 17 43.58786(W)     ADJUSTED  
 DM1242* NAVD 88     -                                                        
 DM1242  ___________________________________________________________________
 DM1242  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DM1242  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1242
 DM1242  HORZ ORDER  -  THIRD
 DM1242
 DM1242.The horizontal coordinates were established by classical geodetic methods
 DM1242.and adjusted by the National Geodetic Survey in February 1996..
 DM1242
 DM1242
 DM1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1242
 DM1242.The geoid height was determined by GEOID03.
 DM1242
 DM1242;                    North         East     Units Scale Factor Converg.
 DM1242;SPC TXNC     - 2,205,973.796   990,762.158   MT  0.99989715   +2 17 35.3
 DM1242;SPC TXNC     - 7,237,432.36  3,250,525.51   sFT  0.99989715   +2 17 35.3
 DM1242;SPC AR S     -   489,671.899   186,612.399   MT  0.99996950   -1 17 05.1
 DM1242;SPC AR S     - 1,606,531.89    612,244.18   sFT  0.99996950   -1 17 05.1
 DM1242;UTM  15      - 3,702,323.375   379,604.233   MT  0.99977871   -0 42 51.2
 DM1242
 DM1242                          SUPERSEDED SURVEY CONTROL
 DM1242
 DM1242  NAD 83(1993)-  33 27 12.89684(N)    094 17 43.58665(W) AD(       ) 4
 DM1242  NAD 83(1986)-  33 27 12.89730(N)    094 17 43.57157(W) AD(       ) 4
 DM1242  NAD 27      -  33 27 12.44900(N)    094 17 42.85300(W) AD(       ) 3
 DM1242
 DM1242.Superseded values are not recommended for survey control.
 DM1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1242.See file dsdata.txt to determine how the superseded data were derived.
 DM1242
 DM1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7960402323(NAD 83)
 DM1242_MARKER: 53 = ELEVATED TANK
 DM1242
 DM1242  HISTORY     - Date     Condition        Report By
 DM1242  HISTORY     - 1952     FIRST OBSERVED   CGS
 DM1242  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1242
 DM1242                          STATION DESCRIPTION
 DM1242
 DM1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1242'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTHWEST OF GATE
 DM1242'14 OF THE RED RIVER ARSENAL AND U.S. HIGHWAY 82.  IT IS ABOUT
 DM1242'80 FEET HIGH, HAS 6 LEGS, IS PAINTED SILVER AND HAS A BALL
 DM1242'ON TOP OF THE BOWL.
 DM1242'
 DM1242'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 DM1242
 DM1242                          STATION RECOVERY (1997)
 DM1242
 DM1242'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1218 ***********************************************************************
 DM1218  DESIGNATION -  RED RIVER ARSENAL E WATER TANK
 DM1218  PID         -  DM1218
 DM1218  STATE/COUNTY-  TX/BOWIE
 DM1218  USGS QUAD   -  LEARY (1975)
 DM1218
 DM1218                         *CURRENT SURVEY CONTROL
 DM1218  ___________________________________________________________________
 DM1218* NAD 83(1993)-  33 27 21.15539(N)    094 12 37.58435(W)     ADJUSTED  
 DM1218* NAVD 88     -                                                        
 DM1218  ___________________________________________________________________
 DM1218  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DM1218  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM1218
 DM1218  HORZ ORDER  -  THIRD
 DM1218
 DM1218.The horizontal coordinates were established by classical geodetic methods
 DM1218.and adjusted by the National Geodetic Survey in September 1999..
 DM1218
 DM1218
 DM1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1218
 DM1218.The geoid height was determined by GEOID03.
 DM1218
 DM1218;                    North         East     Units Scale Factor Converg.
 DM1218;SPC TXNC     - 2,206,547.335   998,647.224   MT  0.99989743   +2 20 22.2
 DM1218;SPC TXNC     - 7,239,314.05  3,276,395.10   sFT  0.99989743   +2 20 22.2
 DM1218;SPC AR S     -   489,752.340   194,518.456   MT  0.99996909   -1 14 13.8
 DM1218;SPC AR S     - 1,606,795.80    638,182.63   sFT  0.99996909   -1 14 13.8
 DM1218;UTM  15      - 3,702,482.453   387,507.502   MT  0.99975601   -0 40 02.6
 DM1218
 DM1218                          SUPERSEDED SURVEY CONTROL
 DM1218
 DM1218  NAD 83(1993)-  33 27 21.15900(N)    094 12 37.58039(W) AD(       ) 4
 DM1218  NAD 83(1993)-  33 27 21.15877(N)    094 12 37.57854(W) AD(       ) 4
 DM1218  NAD 83(1986)-  33 27 21.15879(N)    094 12 37.56634(W) AD(       ) 4
 DM1218  NAD 27      -  33 27 20.71300(N)    094 12 36.86400(W) AD(       ) 3
 DM1218
 DM1218.Superseded values are not recommended for survey control.
 DM1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1218.See file dsdata.txt to determine how the superseded data were derived.
 DM1218
 DM1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8750802482(NAD 83)
 DM1218_MARKER: 53 = ELEVATED TANK
 DM1218
 DM1218  HISTORY     - Date     Condition        Report By
 DM1218  HISTORY     - 1950     FIRST OBSERVED   CGS
 DM1218  HISTORY     - 1952     GOOD             CGS
 DM1218  HISTORY     - 1956     GOOD             CGS
 DM1218  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1218
 DM1218                          STATION DESCRIPTION
 DM1218
 DM1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DM1218'THE WATER TANK IS LOCATED NEAR THE EAST EDGE OF GROUNDS OF
 DM1218'RED RIVER ARSENAL, ABOUT 10 MILES WEST OF TEXARKANA, AND
 DM1218'ABOUT 0.4 MILE SOUTH OF U.S. HIGHWAY 82.
 DM1218'
 DM1218'IT IS A 6-LEGGED, OVAL-SHAPED STEEL STRUCTURE, ABOUT 150
 DM1218'FEET HIGH, AND PAINTED ALUMINUM.
 DM1218'
 DM1218'THE POINT INTERSECTED WAS THE FINIAL AT THE APEX OF THE ROOF.
 DM1218
 DM1218                          STATION RECOVERY (1952)
 DM1218
 DM1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1218'THE STATION IS LOCATED ABOUT 1/4 MILE SOUTH OF THE TOWN OF
 DM1218'AND U.S. HIGHWAY 82.  IT IS ABOUT 100 FEET HIGH, IS 6 LEGGED,
 DM1218'PAINTED SILVER AND HAS A BALL ON TOP OF THE BOWL.
 DM1218'
 DM1218'THE POINT INTERSECTED WAS THE BALL FINIAL.
 DM1218
 DM1218                          STATION RECOVERY (1956)
 DM1218
 DM1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1218'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1218'
 DM1218'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1218
 DM1218                          STATION RECOVERY (1997)
 DM1218
 DM1218'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1243 ***********************************************************************
 DM1243  DESIGNATION -  RED RIVER ARSENAL W WATER TANK
 DM1243  PID         -  DM1243
 DM1243  STATE/COUNTY-  TX/BOWIE
 DM1243  USGS QUAD   -  HOOKS (1975)
 DM1243
 DM1243                         *CURRENT SURVEY CONTROL
 DM1243  ___________________________________________________________________
 DM1243* NAD 83(1993)-  33 27 17.79130(N)    094 20 05.93042(W)     ADJUSTED  
 DM1243* NAVD 88     -                                                        
 DM1243  ___________________________________________________________________
 DM1243  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DM1243  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1243
 DM1243  HORZ ORDER  -  THIRD
 DM1243
 DM1243.The horizontal coordinates were established by classical geodetic methods
 DM1243.and adjusted by the National Geodetic Survey in February 1996..
 DM1243
 DM1243
 DM1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1243
 DM1243.The geoid height was determined by GEOID03.
 DM1243
 DM1243;                    North         East     Units Scale Factor Converg.
 DM1243;SPC TXNC     - 2,205,978.046   987,083.397   MT  0.99989732   +2 16 17.7
 DM1243;SPC TXNC     - 7,237,446.31  3,238,456.11   sFT  0.99989732   +2 16 17.7
 DM1243;SPC AR S     -   489,905.749   182,940.809   MT  0.99996926   -1 18 24.7
 DM1243;SPC AR S     - 1,607,299.11    600,198.30   sFT  0.99996926   -1 18 24.7
 DM1243;UTM  15      - 3,702,520.608   375,931.177   MT  0.99978978   -0 44 09.8
 DM1243
 DM1243                          SUPERSEDED SURVEY CONTROL
 DM1243
 DM1243  NAD 83(1993)-  33 27 17.79070(N)    094 20 05.92925(W) AD(       ) 4
 DM1243  NAD 83(1986)-  33 27 17.79087(N)    094 20 05.91639(W) AD(       ) 4
 DM1243  NAD 27      -  33 27 17.35200(N)    094 20 05.19100(W) AD(       ) 3
 DM1243
 DM1243.Superseded values are not recommended for survey control.
 DM1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1243.See file dsdata.txt to determine how the superseded data were derived.
 DM1243
 DM1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7593102521(NAD 83)
 DM1243_MARKER: 53 = ELEVATED TANK
 DM1243
 DM1243  HISTORY     - Date     Condition        Report By
 DM1243  HISTORY     - 1952     FIRST OBSERVED   CGS
 DM1243  HISTORY     - 1956     GOOD             CGS
 DM1243  HISTORY     - 19971025 GOOD             USPSQD
 DM1243
 DM1243                          STATION DESCRIPTION
 DM1243
 DM1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1243'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF THE MAIN GATE
 DM1243'OF THE RED RIVER ARSENAL AND U.S. HIGHWAY 82.  IT IS ABOUT
 DM1243'125 FEET HIGH, HAS 10 LEGS, IS PAINTED SILVER AND HAS A BALL
 DM1243'ON TOP OF THE BOWL.
 DM1243'
 DM1243'THE POINT INTERSECTED WAS THE BALL FINIAL.
 DM1243
 DM1243                          STATION RECOVERY (1956)
 DM1243
 DM1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1243'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1243'
 DM1243'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1243
 DM1243                          STATION RECOVERY (1997)
 DM1243
 DM1243'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0678 ***********************************************************************
 EN0678  DESIGNATION -  RED RIVER LONGITUDE 1923
 EN0678  PID         -  EN0678
 EN0678  STATE/COUNTY-  TX/CHILDRESS
 EN0678  USGS QUAD   -  KIRKLAND SOUTH (1981)
 EN0678
 EN0678                         *CURRENT SURVEY CONTROL
 EN0678  ___________________________________________________________________
 EN0678* NAD 83(1993)-  34 22 18.52344(N)    100 00 22.22714(W)     ADJUSTED  
 EN0678* NAVD 88     -       491.2    (meters)    1612.     (feet)  VERTCON   
 EN0678  ___________________________________________________________________
 EN0678  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EN0678  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 EN0678
 EN0678  HORZ ORDER  -  THIRD
 EN0678
 EN0678.The horizontal coordinates were established by classical geodetic methods
 EN0678.and adjusted by the National Geodetic Survey in February 1996..
 EN0678
 EN0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0678
 EN0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0678
 EN0678.The geoid height was determined by GEOID03.
 EN0678
 EN0678;                    North         East     Units Scale Factor Converg.
 EN0678;SPC TX N     - 1,042,287.491   337,407.809   MT  1.00007609   +0 51 56.6
 EN0678;SPC TX N     - 3,419,571.54  1,106,978.79   sFT  1.00007609   +0 51 56.6
 EN0678;SPC TXNC     - 2,300,996.641   461,447.204   MT  1.00013822   -0 49 17.3
 EN0678;SPC TXNC     - 7,549,186.48  1,513,931.37   sFT  1.00013822   -0 49 17.3
 EN0678;UTM  14      - 3,803,841.640   407,487.050   MT  0.99970549   -0 34 05.1
 EN0678
 EN0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0678!SPC TX N     -   0.99992735  x   1.00007609  =   1.00000344
 EN0678!SPC TXNC     -   0.99992735  x   1.00013822  =   1.00006556
 EN0678!UTM  14      -   0.99992735  x   0.99970549  =   0.99963286
 EN0678
 EN0678:                Primary Azimuth Mark                     Grid Az
 EN0678:SPC TX N     -  HARDEMAN                                 121 51 02.2
 EN0678:SPC TXNC     -  HARDEMAN                                 123 32 16.1
 EN0678:UTM  14      -  HARDEMAN                                 123 17 03.9
 EN0678
 EN0678|---------------------------------------------------------------------|
 EN0678| PID    Reference Object                     Distance      Geod. Az  |
 EN0678|                                                           dddmmss.s |
 EN0678| EM1002 HARDEMAN                            APPROX. 1.1 KM 1224258.8 |
 EN0678|---------------------------------------------------------------------|
 EN0678
 EN0678                          SUPERSEDED SURVEY CONTROL
 EN0678
 EN0678  NAD 83(1993)-  34 22 18.52367(N)    100 00 22.22711(W) AD(       ) 3
 EN0678  NAD 83(1986)-  34 22 18.52940(N)    100 00 22.21986(W) AD(       ) 3
 EN0678  NAD 27      -  34 22 18.28498(N)    100 00 20.83867(W) AD(       ) 3
 EN0678  NGVD 29 (07/19/86)  491.0    (m)         1611.     (f) VERT ANG       
 EN0678
 EN0678.Superseded values are not recommended for survey control.
 EN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0678.See file dsdata.txt to determine how the superseded data were derived.
 EN0678
 EN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0748703842(NAD 83)
 EN0678_MARKER: V = STONE MONUMENT
 EN0678_SETTING: 0 = UNSPECIFIED SETTING
 EN0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0678
 EN0678  HISTORY     - Date     Condition        Report By
 EN0678  HISTORY     - 1923     MONUMENTED       CGS
 EN0678  HISTORY     - 1958     GOOD             CGS
 EN0678  HISTORY     - 1967     GOOD             CGS
 EN0678
 EN0678                          STATION DESCRIPTION
 EN0678
 EN0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EN0678'STATION IS ABOUT 3 MI. E OF KIRKLAND, 1/4 MI. N OF THE FORT
 EN0678'WORTH AND DENVER CITY RAILWAY, 1/4 MI. N OF THE QUANAH-CHILDRESS
 EN0678'HIGHWAY, ON LAND BELONGING TO H.M. THOMAS, IN A SMALL CULTIVATED
 EN0678'FIELD, ABOUT 100 M. (328 FT.) NE OF HIS HOUSE.
 EN0678'
 EN0678'STATION IS MARKED BY A CONCRETE PIER, THE LOWER BASE OF WHICH
 EN0678'IS 24- BY 30-IN. SET 30 IN. IN THE GROUND ON A SOLID ROCK.
 EN0678'THE UPPER PART OF THE PIER IS 18- BY 24-IN. AND EXTENDS 30
 EN0678'IN. ABOVE THE SURFACE OF THE GROUND.  ELEVATION OF STATION
 EN0678'IS 491 M. (1611 FT.).
 EN0678'
 EN0678'A POINT ON THE OLD MERIDIAN BOUNDARY BETWEEN CHILDRESS AND
 EN0678'HARDEMAN COUNTIES, MARKED BY A SANDSTONE 10- BY 18-IN. ABOVE
 EN0678'GROUND, WITH THE LETTERS CC ON THE W FACE AND HC ON THE E
 EN0678'FACE, BEARS S 77 DEG 24 MIN E, AND IS DISTANT 2610 FT.  THIS
 EN0678'STATION WAS ESTABLISHED ASTRONOMICALLY IN 1902 BY THE UNITED
 EN0678'STATES GENERAL LAND OFFICE.
 EN0678
 EN0678                          STATION RECOVERY (1958)
 EN0678
 EN0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 EN0678'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 EN0678'STATION IS ABOUT 0.5 MILE WEST AND 1/4 MILE NORTH OF STATION
 EN0678'HARDEMAN WHICH IS AT THE HARDEMAN-CHILDRESS COUNTY LINE AND ABOUT
 EN0678'1/4 MILE NORTH OF U.S. HIGHWAY 287.  THE MARK IS ABOUT 100
 EN0678'YARDS NORTHEAST OF A FARMHOUSE AND IS EASILY RECOVERED DUE
 EN0678'TO ITS SIZE.
 EN0678
 EN0678                          STATION RECOVERY (1967)
 EN0678
 EN0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0678'THE STATION MARK WAS RECOVERED AS DESCRIBED BY E.O.H. IN
 EN0678'1923.  ADDITIONAL MEASUREMENTS WERE MADE TO LAND MARKS AS
 EN0678'FOLLOWS--IT IS 155.0 FEET NORTH OF THE NORTHWEST CORNER OF A
 EN0678'FARM SHED AND 146 FEET WEST OF THE CENTERLINE OF A FIELD ROAD.
 EN0678'
 EN0678'THIS STATION SERVES AS AN AZIMUTH MARK FOR TRIANGULATION STATION
 EN0678'HARDEMAN 1923.
 EN0678'
 EN0678'THIS STATION WAS NOT OCCUPIED.
 EN0678'
 EN0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 EN0678'EAST OF KIRKLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2049 ***********************************************************************
 FL2049  DESIGNATION -  RED SCHOOL 2
 FL2049  PID         -  FL2049
 FL2049  STATE/COUNTY-  TX/ROBERTS
 FL2049  USGS QUAD   -  PAMPA NW (1971)
 FL2049
 FL2049                         *CURRENT SURVEY CONTROL
 FL2049  ___________________________________________________________________
 FL2049* NAD 83(1993)-  35 38 06.64796(N)    100 57 17.40726(W)     ADJUSTED  
 FL2049* NAVD 88     -       981.     (meters)    3218.     (feet)  SCALED    
 FL2049  ___________________________________________________________________
 FL2049  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FL2049  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL2049
 FL2049  HORZ ORDER  -  THIRD
 FL2049
 FL2049.The horizontal coordinates were established by classical geodetic methods
 FL2049.and adjusted by the National Geodetic Survey in February 1996..
 FL2049.No horizontal observational check was made to the station.
 FL2049
 FL2049.The orthometric height was scaled from a topographic map.
 FL2049
 FL2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2049
 FL2049.The geoid height was determined by GEOID03.
 FL2049
 FL2049;                    North         East     Units Scale Factor Converg.
 FL2049;SPC TX N     - 1,181,538.333   249,375.152   MT  0.99991804   +0 18 57.4
 FL2049;SPC TX N     - 3,876,430.35    818,158.31   sFT  0.99991804   +0 18 57.4
 FL2049;UTM  14      - 3,945,245.459   322,996.328   MT  0.99998609   -1 08 21.2
 FL2049
 FL2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2049!SPC TX N     -   0.99985017  x   0.99991804  =   0.99976822
 FL2049!UTM  14      -   0.99985017  x   0.99998609  =   0.99983626
 FL2049
 FL2049|---------------------------------------------------------------------|
 FL2049| PID    Reference Object                     Distance      Geod. Az  |
 FL2049|                                                           dddmmss.s |
 FL2049| FL2050 RED SCHOOL                           20.760 METERS 07854     |
 FL2049| CL3833 RED SCHOOL 2 RM 1                    15.636 METERS 13510     |
 FL2049| FL2054 RED SCHOOL AZ MK                    APPROX. 0.8 KM 1782221.3 |
 FL2049| CL3834 RED SCHOOL 2 RM 2                    11.628 METERS 31427     |
 FL2049|---------------------------------------------------------------------|
 FL2049
 FL2049                          SUPERSEDED SURVEY CONTROL
 FL2049
 FL2049  NAD 83(1993)-  35 38 06.64889(N)    100 57 17.40601(W) AD(       ) 3
 FL2049  NAD 83(1986)-  35 38 06.65367(N)    100 57 17.39624(W) AD(       ) 3
 FL2049  NAD 27      -  35 38 06.49900(N)    100 57 15.86000(W) AD(       ) 3
 FL2049
 FL2049.Superseded values are not recommended for survey control.
 FL2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2049.See file dsdata.txt to determine how the superseded data were derived.
 FL2049
 FL2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2299645245(NAD 83)
 FL2049_MARKER: DS = TRIANGULATION STATION DISK
 FL2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2049
 FL2049  HISTORY     - Date     Condition        Report By
 FL2049  HISTORY     - 1959     MONUMENTED       CGS
 FL2049  HISTORY     - 1961     GOOD             CGS
 FL2049
 FL2049                          STATION DESCRIPTION
 FL2049
 FL2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WCR)
 FL2049'THIS STATION IS LOCATED 6 MILES AIRLINE DUE NORTH OF THE COURTHOUSE
 FL2049'IN PAMPA ALONG THE WEST SIDE OF U.S. HIGHWAY NO. 70, IN THE
 FL2049'SOUTHWEST POINT OF THE INTERSECTION OF HIGHWAYS NOS. 70 AND
 FL2049'FM 282, ABOUT MIDWAY ALONG THE FLARE LINE AND 3 FEET SOUTHWEST
 FL2049'OF THE FLARE RIGHT-OF-WAY, IN THE OLD RED SCHOOL PROPERTY.
 FL2049'IT IS ABOUT 21 YARDS NORTH OF THE ENTRANCE ROAD TO THE OLD
 FL2049'SCHOOL AND ABOUT 35 FEET EAST OF THE POWER POLE WHICH SUPPORTS
 FL2049'THE POWER LINE TO THE BUILDING.
 FL2049'
 FL2049'A STANDARD DISK STAMPED RED SCHOOL 2 1959 IN A CONCRETE MONUMENT
 FL2049'PROJECTING ABOUT 3 INCHES.
 FL2049'
 FL2049'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RED SCHOOL 1951
 FL2049'IN A CONCRETE MONUMENT FLUSH WITH THE GROUND, ABOUT 48 FEET
 FL2049'WEST OF THE CENTERLINE OF HIGHWAY NO. 70, 2 FEET EAST OF THE WEST
 FL2049'RIGHT-OF-WAY FENCE AND 3 FEET NORTHEAST OF A 4 X 4 WITNESS
 FL2049'POST.
 FL2049'
 FL2049'R.M. NO. 2 IS A STANDARD DISK STAMPED RED SCHOOL 2 1959 NO.
 FL2049'2 IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES.  IT IS ABOUT
 FL2049'30 FEET NORTH OF THE POWER POLE AND 3 FEET SOUTHWEST OF THE FLARE
 FL2049'FENCE LINE.
 FL2049'
 FL2049'R.M. NO. 1 IS A STANDARD DISK STAMPED RED SCHOOL 2 1959 NO. 1
 FL2049'IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES, ABOUT 30
 FL2049'FEET NORTH OF THE CENTERLINE OF THE ENTRANCE ROAD AND 3 FEET
 FL2049'SOUTHWEST OF THE FLARE FENCELINE.
 FL2049'
 FL2049'TO REACH FROM THE JUNCTION OF HIGHWAYS NOS. 60 AND 70 IN THE
 FL2049'SOUTHWEST PART OF PAMPA.  GO NORTH AND NORTHEAST ON HIGHWAY
 FL2049'NO. 70, 07.3 MILES TO THE HIGHWAY JUNCTION AND THE STATION
 FL2049'AS DESCRIBED.
 FL2049'
 FL2049'TO REACH THE AZIMUTH MARK GO SOUTH 0.5 MILE TO THE MARK ON
 FL2049'THE RIGHT AS DESCRIBED.
 FL2049
 FL2049                          STATION RECOVERY (1961)
 FL2049
 FL2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WW)
 FL2049'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL2049'IN GOOD CONDITION.  THE STATION IS 121 FEET WEST OF S.H. 70
 FL2049'CENTERLINE.  93 FT SOUTH OF F.M. 282 CENTERLINE AND 21 FEET
 FL2049'SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE.  DIRECTIONS FOR
 FL2049'PROCEEDING TO THE STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0860 ***********************************************************************
 GK0860  DESIGNATION -  RED TANK
 GK0860  PID         -  GK0860
 GK0860  STATE/COUNTY-  TX/HANSFORD
 GK0860  USGS QUAD   -  MORSE SE (1974)
 GK0860
 GK0860                         *CURRENT SURVEY CONTROL
 GK0860  ___________________________________________________________________
 GK0860* NAD 83(1993)-  36 04 53.13880(N)    101 16 12.55357(W)     ADJUSTED  
 GK0860* NAVD 88     -       969.     (meters)    3179.     (feet)  SCALED    
 GK0860  ___________________________________________________________________
 GK0860  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 GK0860  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GK0860
 GK0860  HORZ ORDER  -  FIRST
 GK0860
 GK0860.The horizontal coordinates were established by classical geodetic methods
 GK0860.and adjusted by the National Geodetic Survey in February 1996..
 GK0860
 GK0860.The orthometric height was scaled from a topographic map.
 GK0860
 GK0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0860
 GK0860.The geoid height was determined by GEOID03.
 GK0860
 GK0860;                    North         East     Units Scale Factor Converg.
 GK0860;SPC TX N     - 1,230,937.436   220,701.981   MT  0.99997782   +0 07 59.5
 GK0860;SPC TX N     - 4,038,500.57    724,086.42   sFT  0.99997782   +0 07 59.5
 GK0860;UTM  14      - 3,995,365.638   295,590.453   MT  1.00011486   -1 20 14.8
 GK0860
 GK0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0860!SPC TX N     -   0.99985212  x   0.99997782  =   0.99982994
 GK0860!UTM  14      -   0.99985212  x   1.00011486  =   0.99996696
 GK0860
 GK0860:                Primary Azimuth Mark                     Grid Az
 GK0860:SPC TX N     -  SPEARMAN PERRYTON EQUITY ELEV            026 20 09.8
 GK0860:UTM  14      -  SPEARMAN PERRYTON EQUITY ELEV            027 48 24.1
 GK0860
 GK0860|---------------------------------------------------------------------|
 GK0860| PID    Reference Object                     Distance      Geod. Az  |
 GK0860|                                                           dddmmss.s |
 GK0860| GK0856 SPEARMAN PERRYTON EQUITY ELEV       APPROX.14.6 KM 0262809.3 |
 GK0860| GK0855 SPEARMAN MUNICIPAL TANK             APPROX.14.6 KM 0273344.8 |
 GK0860| CM9867 RED TANK RM 3                        34.040 METERS 17658     |
 GK0860| CM9866 RED TANK RM 2                        26.754 METERS 17948     |
 GK0860| CM9868 RED TANK RM 4                        37.733 METERS 25818     |
 GK0860| CM9865 RED TANK RM 1                        17.571 METERS 27857     |
 GK0860| GK0883 GRUVER ELEV INC GRAIN ELEV          APPROX.24.5 KM 3295451.0 |
 GK0860| CM9864 RED TANK AZ MK                                     3582544.5 |
 GK0860|---------------------------------------------------------------------|
 GK0860
 GK0860                          SUPERSEDED SURVEY CONTROL
 GK0860
 GK0860  NAD 83(1993)-  36 04 53.13877(N)    101 16 12.55434(W) AD(       ) 1
 GK0860  NAD 83(1986)-  36 04 53.14702(N)    101 16 12.54063(W) AD(       ) 1
 GK0860  NAD 27      -  36 04 53.02200(N)    101 16 10.96700(W) AD(       ) 1
 GK0860
 GK0860.Superseded values are not recommended for survey control.
 GK0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0860.See file dsdata.txt to determine how the superseded data were derived.
 GK0860
 GK0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9559095366(NAD 83)
 GK0860_MARKER: DS = TRIANGULATION STATION DISK
 GK0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0860
 GK0860  HISTORY     - Date     Condition        Report By
 GK0860  HISTORY     - 1952     MONUMENTED       CGS
 GK0860  HISTORY     - 1979     GOOD             NGS
 GK0860
 GK0860                          STATION DESCRIPTION
 GK0860
 GK0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0860'STATION IS LOCATED, AIRLINE, 8-1/2 MILES SOUTHWEST OF SPEARMAN,
 GK0860'8-1/2 MILES SOUTH OF HANSFORD, 0.8 MILE EAST OF STATE HIGHWAY
 GK0860'117, AND IN THE NORTHEAST ANGLE OF A CROSSROAD.
 GK0860'
 GK0860'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 GK0860'HIGHWAY 117 AND STATE HIGHWAY 282 AT THE NORTHWEST EDGE OF
 GK0860'SPEARMAN, GO SOUTHWEST ON STATE HIGHWAY 117 FOR 8.1 MILES
 GK0860'TO A CROSS ROAD.  TURN LEFT, SOUTH, AND GO 0.95 MILE TO A
 GK0860'CROSS ROAD AND THE STATION ON THE LEFT.
 GK0860'
 GK0860'STATION MARK, STAMPED RED TANK 1952, IS A STANDARD DISK SET
 GK0860'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GK0860'AND PROJECTING 5 INCHES.  IT IS 28.0 FEET EAST OF THE CENTERLINE
 GK0860'OF THE NORTH-SOUTH ROAD, 60.7 FEET NORTHEAST OF THE CENTERLINES
 GK0860'OF THE CROSS ROADS, 2 FEET WEST OF A FENCE LINE AND 33 FEET
 GK0860'SOUTH OF A WITNESS POST.
 GK0860'
 GK0860'REFERENCE MARK NUMBER 1, STAMPED RED TANK NO 1 1952, IS A
 GK0860'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GK0860'INCHES IN DIAMETER, FLUSH WITH THE GROUND AND AT THE SAME
 GK0860'ELEVATION AS THE STATION.  IT IS 21 FEET WEST OF THE CENTERLINE
 GK0860'OF THE NORTH-SOUTH ROAD AND 1 FOOT EAST OF A FENCE LINE.
 GK0860'
 GK0860'REFERENCE MARK NUMBER 2, STAMPED RED TANK NO 2 1952, IS A
 GK0860'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 GK0860'IN DIAMETER, PROJECTING 3 INCHES AND 12 INCHES LOWER IN
 GK0860'ELEVATION THAN THE STATION.  IT IS 28 FEET EAST OF THE CENTERLINE
 GK0860'OF THE NORTH-SOUTH ROAD, 4 FEET SOUTH OF A FENCE CORNER
 GK0860'POST AND 2 FEET WEST OF A FENCE LINE.
 GK0860'
 GK0860'AZIMUTH MARK, STAMPED RED TANK 1952, IS A STANDARD DISK
 GK0860'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GK0860'AND PROJECTING 4 INCHES.  TO REACH FROM THE STATION, GO
 GK0860'NORTH ON THE GRADED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK
 GK0860'ON THE LEFT.  IT IS 21 FEET WEST OF THE CENTERLINE OF THE
 GK0860'ROAD IN THE FENCE LINE AT A FENCE T INTERSECTION
 GK0860'
 GK0860'SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTERLINES
 GK0860'OF THE CROSS ROADS.  IT IS THE SAME ELEVATION AS THE STATION.
 GK0860'
 GK0860'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 GK0860
 GK0860                          STATION RECOVERY (1979)
 GK0860
 GK0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GK0860'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 GK0860'MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND TO HAVE BEEN
 GK0860'DESTROYED BY FARMING OPERATIONS.
 GK0860'
 GK0860'REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 GK0860'
 GK0860'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GK0860'
 GK0860'THE STATION IS LOCATED ABOUT 9 MILES SOUTH SOUTHWEST OF SPEARMAN,
 GK0860'0.8 MILE EAST OF STATE HIGHWAY 117, AND IN THE NORTHEAST ANGLE OF
 GK0860'CROSSROADS.
 GK0860'
 GK0860'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 207 AND 15 IN
 GK0860'SPEARMAN, GO SOUTHWEST ON STATE HIGHWAY 207 FOR 8.0 MILES TO
 GK0860'CROSSROADS, TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 1.0 MILE TO
 GK0860'STATION ON LEFT AT CROSSROADS.
 GK0860'
 GK0860'STATION MARK ARE STANDARD DISKS STAMPED RED TANK 1952 SURFACE MARK
 GK0860'IS A ROUND CONCRETE POST THAT PROJECTS ABOUT 10 INCHES.  IT IS 51 FEET
 GK0860'NORTH OF THE CENTER OF SURFACE ROAD, 25 FEET EAST OF THE CENTER OF
 GK0860'DIRT ROAD, 30 FEET WEST OF A HIGH LINE POLE AND 1 FOOT SOUTH OF A
 GK0860'METAL WITNESS POST.
 GK0860'
 GK0860'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED RED TANK 1952 NO. 3
 GK0860'1978.  SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT
 GK0860'6 INCHES.  IT IS 58 FEET SOUTH OF THE CENTER OF SURFACE ROAD, 29 FEET
 GK0860'WEST OF THE CENTER OF DIRT ROAD, 1.6 FEET SOUTH OF A HIGH LINE POLE
 GK0860'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 GK0860'
 GK0860'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED RED TANK 1952 NO. 4
 GK0860'1978 SET IN A DRILL HOLE AT THE EAST END OF THE NORTH HEADWALL OF
 GK0860'CULVERT ABOUT SAME ELEVATION AS ROAD-BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0596 ***********************************************************************
 CE0596  DESIGNATION -  REDDINGTON
 CE0596  PID         -  CE0596
 CE0596  STATE/COUNTY-  TX/EL PASO
 CE0596  USGS QUAD   -  EL PASO (1997)
 CE0596
 CE0596                         *CURRENT SURVEY CONTROL
 CE0596  ___________________________________________________________________
 CE0596* NAD 83(1993)-  31 46 48.67038(N)    106 24 39.10263(W)     ADJUSTED  
 CE0596* NAVD 88     -      1196.4    (meters)    3925.     (feet)  VERTCON   
 CE0596  ___________________________________________________________________
 CE0596  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CE0596  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CE0596
 CE0596  HORZ ORDER  -  FIRST
 CE0596
 CE0596.The horizontal coordinates were established by classical geodetic methods
 CE0596.and adjusted by the National Geodetic Survey in February 1996..
 CE0596
 CE0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0596
 CE0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0596
 CE0596.The geoid height was determined by GEOID03.
 CE0596
 CE0596;                    North         East     Units Scale Factor Converg.
 CE0596;SPC TX C     - 3,250,023.765   124,650.715   MT  0.99997392   -3 07 49.0
 CE0596;SPC TX C     -10,662,786.30    408,958.22   sFT  0.99997392   -3 07 49.0
 CE0596;UTM  13      - 3,516,937.740   366,413.552   MT  0.99982009   -0 44 35.4
 CE0596
 CE0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0596!SPC TX C     -   0.99981597  x   0.99997392  =   0.99978989
 CE0596!UTM  13      -   0.99981597  x   0.99982009  =   0.99963609
 CE0596
 CE0596:                Primary Azimuth Mark                     Grid Az
 CE0596:SPC TX C     -  CONTROL                                  065 12 36.1
 CE0596:UTM  13      -  CONTROL                                  062 49 22.5
 CE0596
 CE0596|---------------------------------------------------------------------|
 CE0596| PID    Reference Object                     Distance      Geod. Az  |
 CE0596|                                                           dddmmss.s |
 CE0596| CE0542 CONTROL                             APPROX. 4.0 KM 0620447.1 |
 CE0596| CE0541 EL PASO EASTWOOD MUN TANK           APPROX. 4.8 KM 1021814.1 |
 CE0596| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 2.8 KM 1323415.0 |
 CE0596| CE0556 EL PASO KTSM RADIO MAST             APPROX. 2.1 KM 1774816.7 |
 CE0596| CE0618 EL PASO TV TOWER KVIA               APPROX. 6.6 KM 2771037.8 |
 CE0596| CE0619 EL PASO TV TOWER KDBC               APPROX. 6.7 KM 2814908.4 |
 CE0596| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX. 3.1 KM 3231344.1 |
 CE0596| CE0605 EL PASO FT BLISS USACC MICRO        APPROX. 3.8 KM 3252356.0 |
 CE0596| CE0578 EL PASO FORT BLISS OLD SECTION TANK APPROX. 4.0 KM 3253455.4 |
 CE0596| CE0598 EL PASO FT BLISS S TANK             APPROX. 2.0 KM 3351507.2 |
 CE0596|---------------------------------------------------------------------|
 CE0596
 CE0596                          SUPERSEDED SURVEY CONTROL
 CE0596
 CE0596  NAD 83(1993)-  31 46 48.67181(N)    106 24 39.10124(W) AD(       ) 1
 CE0596  NAD 83(1986)-  31 46 48.67370(N)    106 24 39.10099(W) AD(       ) 1
 CE0596  NAD 27      -  31 46 48.28197(N)    106 24 37.15270(W) AD(       ) 1
 CE0596  NGVD 29 (07/19/86) 1195.9    (m)         3924.     (f) VERT ANG       
 CE0596
 CE0596.Superseded values are not recommended for survey control.
 CE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0596.See file dsdata.txt to determine how the superseded data were derived.
 CE0596
 CE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6641416938(NAD 83)
 CE0596_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0596_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CE0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0596+STABILITY: SURFACE MOTION
 CE0596
 CE0596  HISTORY     - Date     Condition        Report By
 CE0596  HISTORY     - 1980     MONUMENTED       NGS
 CE0596
 CE0596                          STATION DESCRIPTION
 CE0596
 CE0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0596'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHEAST OF THE
 CE0596'CENTER OF EL PASO.
 CE0596'OWNERSHIP--REDDINGTON INVESTMENTS, INC., 6070 GATEWAY EAST,
 CE0596'PERMISSION WAS OBTAINED FROM MR. PHILLIP C.
 CE0596'RICHARDSON, SUITE 411.
 CE0596'EL PASO, TX 79905, TELEPHONE NUMBER 915-772-5005.
 CE0596'
 CE0596'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CE0596'10, GERONIMO DRIVE, AND GATEWAY EAST BOULEVARD,
 CE0596'GO EAST ON GATEWAY EAST BOULEVARD FOR 0.3 KM (0.2 MI)
 CE0596'TO THE DRIVEWAY ENTRANCE TO THE REDDINGTON BUILDING ON THE
 CE0596'RIGHT.  TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.2 KM
 CE0596'(0.1 MI) TO THE REDDINGTON BUILDING AND THE STATION ON
 CE0596'THE TOP OF THE ELEVATOR SHAFT ROOF.
 CE0596'
 CE0596'THE STATION IS A STANDARD NGS DISK
 CE0596'STAMPED---REDDINGTON 1980---,
 CE0596'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 CE0596'PROJECTING 5 CM ABOVE THE ROOF.  IT IS LOCATED
 CE0596'8.84 METERS NORTHEAST FROM THE WIND SOCK POLE,
 CE0596'4.1 METERS SOUTH FROM THE NORTH WALL AND
 CE0596'2.6 METERS NORTH FROM THE MIDDLE ONE OF THREE METAL VENTS.
 CE0596'
 CE0596'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CE0596'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1106 ***********************************************************************
 BY1106  FBN         -  This is a Federal Base Network Control Station.
 BY1106  DESIGNATION -  REDFIELD 2
 BY1106  PID         -  BY1106
 BY1106  STATE/COUNTY-  TX/NACOGDOCHES
 BY1106  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1106
 BY1106                         *CURRENT SURVEY CONTROL
 BY1106  ___________________________________________________________________
 BY1106* NAD 83(1993)-  31 41 05.60453(N)    094 40 06.50065(W)     ADJUSTED  
 BY1106* NAVD 88     -       168.104  (meters)     551.52   (feet)  ADJUSTED  
 BY1106  ___________________________________________________________________
 BY1106  X           -    -442,160.802 (meters)                     COMP
 BY1106  Y           -  -5,414,588.876 (meters)                     COMP
 BY1106  Z           -   3,330,823.474 (meters)                     COMP
 BY1106  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BY1106  ELLIP HEIGHT-         141.20  (meters)          (05/01/00) GPS OBS
 BY1106  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1106  DYNAMIC HT  -         167.897 (meters)     550.84  (feet)  COMP
 BY1106  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 BY1106
 BY1106  HORZ ORDER  -  A
 BY1106  VERT ORDER  -  FIRST     CLASS II
 BY1106  ELLP ORDER  -  THIRD     CLASS I
 BY1106
 BY1106.The horizontal coordinates were established by GPS observations
 BY1106.and adjusted by the National Geodetic Survey in April 1994..
 BY1106
 BY1106.The orthometric height was determined by differential leveling
 BY1106.and adjusted by the National Geodetic Survey in June 1991..
 BY1106
 BY1106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BY1106
 BY1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1106
 BY1106.The ellipsoidal height was determined by GPS observations
 BY1106.and is referenced to NAD 83.
 BY1106
 BY1106.The geoid height was determined by GEOID03.
 BY1106
 BY1106.The dynamic height is computed by dividing the NAVD 88
 BY1106.geopotential number by the normal gravity value computed on the
 BY1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1106.degrees latitude (g = 980.6199 gals.).
 BY1106
 BY1106.The modeled gravity was interpolated from observed gravity values.
 BY1106
 BY1106;                    North         East     Units Scale Factor Converg.
 BY1106;SPC TX C     - 3,237,409.262 1,236,855.599   MT  0.99995272   +2 55 03.9
 BY1106;SPC TX C     -10,621,400.22  4,057,917.08   sFT  0.99995272   +2 55 03.9
 BY1106;UTM  15      - 3,506,718.649   341,857.175   MT  0.99990845   -0 52 35.6
 BY1106
 BY1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1106!SPC TX C     -   0.99997783  x   0.99995272  =   0.99993055
 BY1106!UTM  15      -   0.99997783  x   0.99990845  =   0.99988628
 BY1106
 BY1106:                Primary Azimuth Mark                     Grid Az
 BY1106:SPC TX C     -  APPLEBY 2                                072 46 26.8
 BY1106:UTM  15      -  APPLEBY 2                                076 34 06.3
 BY1106
 BY1106|---------------------------------------------------------------------|
 BY1106| PID    Reference Object                     Distance      Geod. Az  |
 BY1106|                                                           dddmmss.s |
 BY1106| BY1149 APPLEBY 2                           APPROX.10.9 KM 0754130.7 |
 BY1106| BY1107 REDFIELD 2 RM 3                       8.131 METERS 14443     |
 BY1106| BY1108 REDFIELD 2 RM 4                      10.093 METERS 32935     |
 BY1106|---------------------------------------------------------------------|
 BY1106
 BY1106                          SUPERSEDED SURVEY CONTROL
 BY1106
 BY1106  ELLIP H (02/20/96)  141.23   (m)                       GP(       ) 1 1
 BY1106  ELLIP H (05/09/94)  141.37   (m)                       GP(       ) 4 2
 BY1106  ELLIP H (04/21/94)  141.37   (m)                       GP(       ) 3 1
 BY1106  NAD 83(1986)-  31 41 05.61801(N)    094 40 06.48462(W) AD(       ) 3
 BY1106  NAD 27      -  31 41 04.97517(N)    094 40 05.71776(W) AD(       ) 3
 BY1106  NAVD 88 (04/21/94)  168.10   (m)          551.5    (f) LEVELING    3  
 BY1106  NGVD 29 (??/??/??)  168.16   (m)          551.7    (f) RESET       3  
 BY1106
 BY1106.Superseded values are not recommended for survey control.
 BY1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1106.See file dsdata.txt to determine how the superseded data were derived.
 BY1106
 BY1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR4185706719(NAD 83)
 BY1106_MARKER: DS = TRIANGULATION STATION DISK
 BY1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1106_SP_SET: SQUARE CONCRETE MONUMENT
 BY1106_STAMPING: REDFIELD 2 1968
 BY1106_MARK LOGO: CGS   
 BY1106_PROJECTION: FLUSH
 BY1106_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1106+STABILITY: SURFACE MOTION
 BY1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1106+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1998
 BY1106
 BY1106  HISTORY     - Date     Condition        Report By
 BY1106  HISTORY     - 1968     MONUMENTED       CGS
 BY1106  HISTORY     - 1968     GOOD             CGS
 BY1106  HISTORY     - 1979     GOOD             NGS
 BY1106  HISTORY     - 19930326 GOOD             NGS
 BY1106  HISTORY     - 19950206 GOOD             NGS
 BY1106  HISTORY     - 19980121 GOOD             NGS
 BY1106  HISTORY     - 19980919 GOOD             USPSQD
 BY1106
 BY1106                          STATION DESCRIPTION
 BY1106
 BY1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BY1106'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF NACOGDOCHES,
 BY1106'0.5 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAYS 59 AND 259,
 BY1106'AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 259.
 BY1106'
 BY1106'TO REACH THE STATION FROM THE POST OFFICE IN NACOGDOCHES, GO
 BY1106'NORTH ON U.S. HIGHWAY 59 FOR 5.4 MILES TO THE JUNCTION WITH
 BY1106'U.S. HIGHWAY 259.  CONTINUE NORTHWEST ON U.S. HIGHWAY 259
 BY1106'FOR 0.5 MILE TO THE STATION ON THE LEFT.
 BY1106'
 BY1106'STATION MARKS ARE STANDARD DISK STAMPED REDFIELD 2 1968.  THE
 BY1106'SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST
 BY1106'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 65 FEET
 BY1106'WEST OF THE CENTER OF U.S. HIGHWAY 259, 1 FOOT NORTH OF
 BY1106'A METAL WITNESS POST, AND AT TEXAS HIGHWAY STATION 200+74.
 BY1106'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 BY1106'OF CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 BY1106'
 BY1106'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED REDFIELD 2 NO. 3
 BY1106'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 BY1106'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63.5 FEET WEST
 BY1106'OF THE CENTER OF U.S. HIGHWAY 259 AND AT TEXAS HIGHWAY STATION
 BY1106'200+49.
 BY1106'
 BY1106'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED REDFIELD 2 NO. 4
 BY1106'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 BY1106'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 65.5 FEET WEST
 BY1106'OF THE CENTER OF U.S. HIGHWAY 259 AND AT TEXAS HIGHWAY
 BY1106'STATION 201+06.
 BY1106'
 BY1106'NOTE--WHEN CONSTRUCTION IN AREA IS COMPLETED, AN AZIMUTH MARK
 BY1106'WILL BE SET AT THE INTERSECTION SOUTH OF THE STATION.
 BY1106'
 BY1106'STATION MARK AND REFERENCE MARKS ARE BENCH MARKS.
 BY1106'
 BY1106'REDFIELD 1949 TO REDFIELD 2 IS -0.065 METERS.
 BY1106
 BY1106                          STATION RECOVERY (1968)
 BY1106
 BY1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 BY1106'5.65 MI N FROM NACOGDOCHES.
 BY1106'5.4 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE POST OFFICE AT
 BY1106'NACOGDOCHES TO THE JUNCTION OF U.S. HIGHWAY 259, THENCE 0.5 MILE NORTH
 BY1106'ALONG U.S. HIGHWAY 259, 65 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 BY1106'259, 26.68 FEET NORTH OF REDFIELD 2 RM 3, 33.11 FEET SOUTH OF REDFIELD
 BY1106'2 RM 4, 1 FOOT NORTH OF A METAL WITNESS POST, AT TEXAS HIGHWAY STATION
 BY1106'200+74, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 BY1106'THE SURFACE OF THE GROUND.
 BY1106
 BY1106                          STATION RECOVERY (1979)
 BY1106
 BY1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1106'THE MARK IS 7 FT ABOVE THE HIGHWAY.
 BY1106'ADD-24.0 FT. EAST OF THE EAST POLE OF A FIVE POLE WOODEN SIGN,
 BY1106'12.0 FT. NORTHEAST OF A POWERLINE POLE WITH TRANSFORMER, 5.0 FT. WEST
 BY1106'OF A FENCE, 8.0 FT. WEST OF A BANK.
 BY1106'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 BY1106
 BY1106                          STATION RECOVERY (1993)
 BY1106
 BY1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BY1106'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF NACOGDOCHES ON
 BY1106'THE EAST EDGE OF A SMALL PASTURE AND ON THE NORTH FACE OF A SMALL
 BY1106'HILL.  OWNERSHIP--UNKNOWN.
 BY1106'TO REACH FROM THE OVERPASS AT THE JUNCTION OF U.S. HIGHWAYS 259 AND 59
 BY1106'ABOUT 3 KM (1.85 MI) NORTH OF NACOGDOCHES, GO NORTHWEST ON HIGHWAY
 BY1106'259 FOR 0.43 KM (0.25 MI) TO THE STATION ON THE LEFT.
 BY1106'THE STATION IS SET IN THE TOP OF A 20 CM SQUARE CONCRETE POST FLUSH
 BY1106'WITH THE GROUND.  IT IS 35.5 M (116.5 FT) SOUTHEAST FROM THE
 BY1106'SOUTHEAST GATE POST OF A GATE LEADING INTO THE PASTURE, 19.8 M
 BY1106'(65.0 FT) SOUTHWEST FROM THE CENTER OF AND ABOUT 2 M (6.6 FT) HIGHER
 BY1106'THAN HIGHWAY 259, 8.7 M (28.5 FT) NORTHEAST FROM THE NORTHEAST ONE OF
 BY1106'FOUR POSTS HOLDING A BILLBOARD SIGN, 3.9 M (12.8 FT) NORTH FROM POWER
 BY1106'POLE NUMBER 3761 778 4083, 1.3 M (4.3 FT) SOUTHWEST FROM A FIBERGLASS
 BY1106'WITNESS POST IN A FENCE LINE AND 0.4 M (1.3 FT) SOUTHWEST FROM A
 BY1106'STEEL WITNESS POST.
 BY1106
 BY1106                          STATION RECOVERY (1995)
 BY1106
 BY1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BY1106'THE STATION IS LOCATED ON THE NORTH SIDE OF NACOGDOCHES, ON THE EAST
 BY1106'SIDE OF A SMALL PASTURE, ON THE NORTH FACE OF A LOW HILL WITH A FIVE
 BY1106'POLE WOODEN SIGN, AND ALONG U.S.  HIGHWAY 259.  OWNERSHIP--UNKNOWN. TO
 BY1106'REACH FROM THE OVERPASS AT THE JUNCTION OF U.S.  HIGHWAYS 259 AND 59,
 BY1106'GO NORTHWEST ON HIGHWAY 259 FOR 0.7 KM (0.45 MI) TO THE STATION ON THE
 BY1106'LEFT.  STATION IS SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 BY1106'WITH THE GROUND.  IT IS 19.8 M (65.0 FT) WEST OF, AND ABOUT 2 M (6.6
 BY1106'FT) HIGHER THAN THE CENTER OF HIGHWAY 259, 0.4 M (1.3 FT) WEST OF A
 BY1106'STEEL WITNESS POST, 7.3 M (24.0 FT) EAST OF THE EAST POLE OF A FIVE
 BY1106'POLE WOODEN SIGN, 3.6 M (11.8 FT) NORTHEAST OF A POWER POLE NUMBER
 BY1106'3761 778 4083 WITH A TRANSFORMER, AND 1.5 M (4.9 FT) WEST OF A
 BY1106'FIBERGLASS WITNESS POST IN A FENCE LINE.
 BY1106
 BY1106                          STATION RECOVERY (1998)
 BY1106
 BY1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 BY1106'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) NORTH FROM CENTRAL
 BY1106'NACOGDOCHES IN A PASTURE AT THE TOP OF A CUT BANK ON THE WEST SIDE OF
 BY1106'US HIGHWAY 259, NORTH OF US HIGHWAY 59.  OWNERSHIP--THE STATION IS ON
 BY1106'PRIVATE LAND.  TO REACH THE STATION FROM THE OVERPASS AT THE SOUTHERLY
 BY1106'TERMINUS OF US HIGHWAY 259 AND AT THE NORTHERLY TERMINUS OF US
 BY1106'BUSINESS ROUTE 59 OVER US HIGHWAY 59, GO NORTHWEST ON US HIGHWAY 259
 BY1106'FOR 0.4 KM (0.25 MI) TO THE STATION ON LEFT.  ACCESS TO THE STATION IS
 BY1106'VIA A WIRE GATE LOCATED 35.5 M (116.5 FT) NORTHWEST FROM THE STATION.
 BY1106'THE MARK IS A CGS TRIANGULATION STATION DISK SET INTO A 30 CM (12 IN)
 BY1106'SQUARED CONCRETE POST.  THE STATION IS LOCATED 19.8 M (65.0 FT)
 BY1106'SOUTHWEST FROM US HIGHWAY 295 CENTER, 8.1 M (26.6 FT) NORTHWEST FROM
 BY1106'REDFIELD 2 RM 3, 7.3 M (24.0 FT) NORTHEAST FROM THE EAST WOOD POLE OF
 BY1106'A FIVE POLE BILLBOARD, 3.6 M (11.8 FT) NORTH-NORTHEAST FROM A WOOD
 BY1106'UTILITY POLE NUMBER 3761 778 4083 WITH A TRANSFORMER, AND 1.5 M (4.9
 BY1106'FT) SOUTHWEST FROM A WIRE FENCE WITH FIBERGLASS NGS WITNESS POST AT
 BY1106'THE TOP OF THE CUT BANK.  THE MARK IS FLUSH WITH THE GROUND, ABOUT 2.4
 BY1106'M (7.9 FT) HIGHER THAN THE SOUTHWEST ROADSIDE DITCH AND 1.8 M (5.9 FT)
 BY1106'HIGHER THAN US HWY 259 CENTER. NOTE THAT REDFIELD 2 RM 4 IS NOT FOUND,
 BY1106'BUT A SQUARED CONCRETE POST IS FOUND LYING ON ITS SIDE AT GRADE NEAR
 BY1106'THE RECORD LOCATION OF THE REFERENCE MARK.  DISK NOT RECOVERED.
 BY1106
 BY1106                          STATION RECOVERY (1998)
 BY1106
 BY1106'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1107 ***********************************************************************
 BY1107  DESIGNATION -  REDFIELD 2 RM 3
 BY1107  PID         -  BY1107
 BY1107  STATE/COUNTY-  TX/NACOGDOCHES
 BY1107  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1107
 BY1107                         *CURRENT SURVEY CONTROL
 BY1107  ___________________________________________________________________
 BY1107* NAD 83(1986)-  31 41 06.     (N)    094 40 07.     (W)     SCALED    
 BY1107* NAVD 88     -       168.463  (meters)     552.70   (feet)  ADJUSTED  
 BY1107  ___________________________________________________________________
 BY1107  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1107  DYNAMIC HT  -         168.256 (meters)     552.02  (feet)  COMP
 BY1107  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 BY1107
 BY1107  VERT ORDER  -  FIRST     CLASS II
 BY1107
 BY1107.The horizontal coordinates were scaled from a topographic map and have
 BY1107.an estimated accuracy of +/- 6 seconds.
 BY1107
 BY1107.The orthometric height was determined by differential leveling
 BY1107.and adjusted by the National Geodetic Survey in June 1991..
 BY1107
 BY1107.The geoid height was determined by GEOID03.
 BY1107
 BY1107.The dynamic height is computed by dividing the NAVD 88
 BY1107.geopotential number by the normal gravity value computed on the
 BY1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1107.degrees latitude (g = 980.6199 gals.).
 BY1107
 BY1107.The modeled gravity was interpolated from observed gravity values.
 BY1107
 BY1107;                    North         East    Units  Estimated Accuracy
 BY1107;SPC TX C     - 3,237,420.    1,236,840.      MT  (+/- 180 meters Scaled)
 BY1107
 BY1107                          SUPERSEDED SURVEY CONTROL
 BY1107
 BY1107  NGVD 29 (??/??/??)  168.52   (m)          552.9    (f) RESET       3  
 BY1107
 BY1107.Superseded values are not recommended for survey control.
 BY1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1107.See file dsdata.txt to determine how the superseded data were derived.
 BY1107
 BY1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR418067(NAD 83)
 BY1107_MARKER: DR = REFERENCE MARK DISK
 BY1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1107_STAMPING: REDFIELD 2 NO. 3 1968
 BY1107_PROJECTION: FLUSH
 BY1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1107+STABILITY: SURFACE MOTION
 BY1107
 BY1107  HISTORY     - Date     Condition        Report By
 BY1107  HISTORY     - 1968     MONUMENTED       CGS
 BY1107  HISTORY     - 1979     GOOD             NGS
 BY1107  HISTORY     - 19980919 GOOD             USPSQD
 BY1107
 BY1107                          STATION DESCRIPTION
 BY1107
 BY1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BY1107'5.65 MI N FROM NACOGDOCHES.
 BY1107'5.4 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE POST OFFICE AT
 BY1107'NACOGDOCHES TO THE JUNCTION OF U.S. HIGHWAY 259, THENCE 0.5 MILE NORTH
 BY1107'ALONG U.S. HIGHWAY 259, 63.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 BY1107'259, 26.68 FEET SOUTH OF TRIANGULATION STATION REDFIELD 2, AT TEXAS
 BY1107'HIGHWAY STATION 200+49, AND SET IN THE TOP OF A SQUARE CONCRETE POST
 BY1107'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 BY1107
 BY1107                          STATION RECOVERY (1979)
 BY1107
 BY1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1107'ADD-21.0 FT. SOUTH-SOUTHEAST OF A POWERLINE POLE, 5.0 FT. WEST OF AN
 BY1107'8-FT. BANK.
 BY1107'THE MARK IS 27 FT  S FROM A WITNESS POST.
 BY1107'THE MARK IS 8 FT ABOVE THE HIGHWAY.
 BY1107
 BY1107                          STATION RECOVERY (1998)
 BY1107
 BY1107'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1105 ***********************************************************************
 BY1105  DESIGNATION -  REDFIELD AZ MK
 BY1105  PID         -  BY1105
 BY1105  STATE/COUNTY-  TX/NACOGDOCHES
 BY1105  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1105
 BY1105                         *CURRENT SURVEY CONTROL
 BY1105  ___________________________________________________________________
 BY1105* NAD 83(1986)-  31 40 57.     (N)    094 39 54.     (W)     SCALED    
 BY1105* NAVD 88     -       161.93   (+/-2cm)     531.3    (feet)  VERTCON   
 BY1105  ___________________________________________________________________
 BY1105  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1105
 BY1105  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1105
 BY1105.The horizontal coordinates were scaled from a topographic map and have
 BY1105.an estimated accuracy of +/- 6 seconds.
 BY1105
 BY1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1105.The vertical order pertains to the NGVD 29 superseded value.
 BY1105
 BY1105.The geoid height was determined by GEOID03.
 BY1105
 BY1105;                    North         East    Units  Estimated Accuracy
 BY1105;SPC TX C     - 3,237,160.    1,237,200.      MT  (+/- 180 meters Scaled)
 BY1105
 BY1105                          SUPERSEDED SURVEY CONTROL
 BY1105
 BY1105  NGVD 29 (??/??/92)  161.968  (m)          531.39   (f) ADJ UNCH    1 2
 BY1105
 BY1105.Superseded values are not recommended for survey control.
 BY1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1105.See file dsdata.txt to determine how the superseded data were derived.
 BY1105
 BY1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR421064(NAD 83)
 BY1105_MARKER: DZ = AZIMUTH MARK DISK
 BY1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1105_STAMPING: REDFIELD 1949
 BY1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1105+STABILITY: SURFACE MOTION
 BY1105
 BY1105  HISTORY     - Date     Condition        Report By
 BY1105  HISTORY     - 1949     MONUMENTED       CGS
 BY1105  HISTORY     - 1968     MARK NOT FOUND   NGS
 BY1105  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY1105  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1105
 BY1105                          STATION DESCRIPTION
 BY1105
 BY1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1105'5.55 MI NE FROM NACOGDOCHES.
 BY1105'5.35 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE COURTHOUSE AT
 BY1105'NACOGDOCHES, THENCE 0.2 MILE NORTHEAST ALONG U.S. HIGHWAY 59, 472.0
 BY1105'FEET SOUTHWEST OF THE JUNCTION OF THE CENTER LINES OF THE SOUTHEAST
 BY1105'AND NORTHEAST LEGS OF THE TRIANGLE AT THE JUNCTION OF U.S. HIGHWAY 59
 BY1105'AND STATE HIGHWAY 26, 59.0 FEET SOUTHEAST OF EXTENSION TO SOUTHWEST OF
 BY1105'THE CENTER LINE OF U.S. HIGHWAY 59 LEADING NORTHEAST FROM THE
 BY1105'NORTHEAST END OF THE TRIANGULAR JUNCTION, 33.0 FEET NORTHWEST OF THE
 BY1105'CENTER LINE OF U.S. HIGHWAY 59(SOUTHEAST SIDE OF THE TRIANGLE AT THE
 BY1105'JUNCTION), 2.5 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP
 BY1105'OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 BY1105
 BY1105                          STATION RECOVERY (1968)
 BY1105
 BY1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BY1105'MARK NOT FOUND.
 BY1105
 BY1105                          STATION RECOVERY (1992)
 BY1105
 BY1105'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCJ)
 BY1105'STATE HWY 26 IS NOW HWY 259 - HIGHWAY JUNCTION HAS BEEN IMPROVED AND
 BY1105'RELOCATED - OLD MEASUREMENTS NO LONGER APPLY, SEARCHED 30 MINUTES IN
 BY1105'AREA OF EXISTING JUNCTION 4 AREA WHERE PREVIOUS JUNCTION APPEARED TO
 BY1105'HAVE BEEN UNABLE TO LOCATE BENCHMARK.
 BY1105
 BY1105                          STATION RECOVERY (1998)
 BY1105
 BY1105'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2244 ***********************************************************************
 AN2244  DESIGNATION -  REDFISH
 AN2244  PID         -  AN2244
 AN2244  STATE/COUNTY-  TX/CALHOUN
 AN2244  USGS QUAD   -  KELLER BAY (1973)
 AN2244
 AN2244                         *CURRENT SURVEY CONTROL
 AN2244  ___________________________________________________________________
 AN2244* NAD 83(1993)-  28 36 41.72372(N)    096 23 43.62568(W)     ADJUSTED  
 AN2244* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2244  ___________________________________________________________________
 AN2244  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AN2244  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN2244
 AN2244  HORZ ORDER  -  SECOND
 AN2244
 AN2244.The horizontal coordinates were established by classical geodetic methods
 AN2244.and adjusted by the National Geodetic Survey in February 1996..
 AN2244
 AN2244.The orthometric height was scaled from a topographic map.
 AN2244
 AN2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2244
 AN2244.The geoid height was determined by GEOID03.
 AN2244
 AN2244;                    North         East     Units Scale Factor Converg.
 AN2244;SPC TXSC     - 4,089,089.906   854,691.519   MT  0.99994231   +1 16 33.6
 AN2244;SPC TXSC     -13,415,622.47  2,804,100.43   sFT  0.99994231   +1 16 33.6
 AN2244;UTM  14      - 3,167,727.492   754,673.201   MT  1.00040050   +1 14 52.5
 AN2244
 AN2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2244!SPC TXSC     -   1.00000392  x   0.99994231  =   0.99994623
 AN2244!UTM  14      -   1.00000392  x   1.00040050  =   1.00040442
 AN2244
 AN2244|---------------------------------------------------------------------|
 AN2244| PID    Reference Object                     Distance      Geod. Az  |
 AN2244|                                                           dddmmss.s |
 AN2244| CV6700 REDFISH RM 1                         39.430 METERS 05800     |
 AN2244| CV6701 REDFISH RM 2                         29.720 METERS 33439     |
 AN2244| AN2253 BAY                                 APPROX. 5.7 KM 3412728.1 |
 AN2244|---------------------------------------------------------------------|
 AN2244
 AN2244                          SUPERSEDED SURVEY CONTROL
 AN2244
 AN2244  NAD 83(1986)-  28 36 41.73084(N)    096 23 43.60697(W) AD(       ) 2
 AN2244  NAD 27      -  28 36 40.74200(N)    096 23 42.70700(W) AD(       ) 2
 AN2244
 AN2244.Superseded values are not recommended for survey control.
 AN2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2244.See file dsdata.txt to determine how the superseded data were derived.
 AN2244
 AN2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5467367727(NAD 83)
 AN2244_MARKER: DS = TRIANGULATION STATION DISK
 AN2244_SETTING: 0 = UNSPECIFIED SETTING
 AN2244
 AN2244  HISTORY     - Date     Condition        Report By
 AN2244  HISTORY     - 1934     MONUMENTED       CGS
 AN2244  HISTORY     - 1938     GOOD             WESGEO
 AN2244  HISTORY     - 1951     SEE DESCRIPTION  USGS
 AN2244  HISTORY     - 1956     SEE DESCRIPTION  SUNOCO
 AN2244  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2244  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2244
 AN2244                          STATION DESCRIPTION
 AN2244
 AN2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2244'STATION IS LOCATED ABOUT 14 MILES E FROM PORT LAVACA AND
 AN2244'ABOUT 6-1/2 MILES S OF CARANCAHUA, ON THE N SHORE OF MATAGORDA
 AN2244'BAY.  IT IS ON A LOW SHELL RIDGE, 0.2 MILE S OF THE MOST S
 AN2244'PART OF KARANKAWA BAY, ABOUT 2 MILES WSW FROM OUTLET OF
 AN2244'KARANKAWA BAY INTO MATAGORDA BAY, AND 20 METERS NNW FROM
 AN2244'HIGH-WATER MARK ON N SHORE OF MATAGORDA BAY.  IT IS ABOUT
 AN2244'4 MILES SE FROM OLIVIA.
 AN2244'
 AN2244'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2244'SET IN CONCRETE.
 AN2244'
 AN2244'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--OLIVIA,
 AN2244'CHURCH STEEPLE, 296 DEG 30 MIN.  SCHOOL NO. 1, DIST. NO. 1,
 AN2244'320 DEG.  AND BIG WHITE HOUSE (2 MILES DISTANT), 38 DEG.
 AN2244'
 AN2244'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AN2244
 AN2244                          STATION RECOVERY (1938)
 AN2244
 AN2244'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2244'RECOVERED AS DESCRIBED.
 AN2244
 AN2244                          STATION RECOVERY (1951)
 AN2244
 AN2244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 AN2244'STATION FOUND DESTROYED.  SUB-SURFACE MARK AND REFERENCE
 AN2244'MARK LYING AT THE SITE.  HIGH IRON PIPE ON THE APPARENT
 AN2244'STATION SITE.
 AN2244
 AN2244                          STATION RECOVERY (1956)
 AN2244
 AN2244'RECOVERY NOTE BY SUN OIL COMPANY 1956
 AN2244'THE STATION (SURFACE AND UNDERGROUND AS WELL AS THE REFERENCE
 AN2244'MONUMENTS) HAS BEEN DESTROYED.
 AN2244'
 AN2244'TO REACH THE STATION AREA USE THE SAME DESCRIPTION AS FOR
 AN2244'STATION SMITH, EXCEPT TURN LEFT (E) ALONG THE BEACH AND THROUGH
 AN2244'A GAP TO THE END OF THE ROAD FOR THE STATION SITE.
 AN2244
 AN2244                          STATION RECOVERY (1969)
 AN2244
 AN2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2244'THE STATION SITE WAS VISITED AND REFERENCE MARK NO. 2 WAS
 AN2244'FOUND ON THE EDGE OF 6 FOOT HIGH BLUFF AT THE BAY SHORE.
 AN2244'THIS MARK INDICATES THE LOCATION OF THE STATION NOW UNDER
 AN2244'BAY WATER.  MONUMENT WITHOUT DISK FOUND AT APPROXIMATE LOCATION
 AN2244'OF STATION OUT IN THE BAY.  MONUMENT WITH DISK BROKEN OUT
 AN2244'FOUND TO NORTHEAST OF R.M. NO. 2 LYING ON GROUND SURFACE.
 AN2244'THIS IS PRESUMED TO BE REFERENCE MARK NO. 1.  ALL INDICATIONS
 AN2244'ARE THAT THE STATION IS LOST.
 AN2244'
 AN2244'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED REDFISH NO
 AN2244'2 1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 AN2244'3 INCHES BELOW THE GROUND SURFACE.  IT IS AT THE EDGE OF
 AN2244'THE 6 FOOT BLUFF AND A 1 INCH IRON PIPE PROJECTING 8 INCHES
 AN2244'HAS BEEN PLACED AT THE EAST EDGE OF THE MARK.  THIS MARK
 AN2244'WILL SOON BE DESTROYED BY EROSION.
 AN2244'
 AN2244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES EAST
 AN2244'OF PORT LAVACA
 AN2244
 AN2244                          STATION RECOVERY (1998)
 AN2244
 AN2244'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1426 ***********************************************************************
 AE1426  DESIGNATION -  REDGATE
 AE1426  PID         -  AE1426
 AE1426  STATE/COUNTY-  TX/HIDALGO
 AE1426  USGS QUAD   -  LINN SIDING (1982)
 AE1426
 AE1426                         *CURRENT SURVEY CONTROL
 AE1426  ___________________________________________________________________
 AE1426* NAD 83(1993)-  26 31 07.46123(N)    098 07 47.64735(W)     ADJUSTED  
 AE1426* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 AE1426  ___________________________________________________________________
 AE1426  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AE1426  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AE1426
 AE1426  HORZ ORDER  -  THIRD
 AE1426
 AE1426.The horizontal coordinates were established by classical geodetic methods
 AE1426.and adjusted by the National Geodetic Survey in February 1996..
 AE1426
 AE1426.The orthometric height was scaled from a topographic map.
 AE1426
 AE1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1426
 AE1426.The geoid height was determined by GEOID03.
 AE1426
 AE1426;                    North         East     Units Scale Factor Converg.
 AE1426;SPC TX S     - 5,094,457.413   336,886.478   MT  0.99992998   +0 10 04.9
 AE1426;SPC TX S     -16,714,065.70  1,105,268.39   sFT  0.99992998   +0 10 04.9
 AE1426;UTM  14      - 2,933,426.923   586,693.401   MT  0.99969279   +0 23 18.7
 AE1426
 AE1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1426!SPC TX S     -   0.99999988  x   0.99992998  =   0.99992986
 AE1426!UTM  14      -   0.99999988  x   0.99969279  =   0.99969267
 AE1426
 AE1426|---------------------------------------------------------------------|
 AE1426| PID    Reference Object                     Distance      Geod. Az  |
 AE1426|                                                           dddmmss.s |
 AE1426| CV2874 REDGATE RM 1                         16.682 METERS 00813     |
 AE1426| AE1425 LINN SW BELL TEL MICROWAVE TWR      APPROX. 4.0 KM 0302623.1 |
 AE1426| AE1450 FAYSVILLE TENN GAS PLINE MAST       APPROX.13.4 KM 1592025.2 |
 AE1426| CV2873 REDGATE AZ MK                                      1894921.3 |
 AE1426| CV2875 REDGATE RM 2                         16.092 METERS 19226     |
 AE1426|---------------------------------------------------------------------|
 AE1426
 AE1426                          SUPERSEDED SURVEY CONTROL
 AE1426
 AE1426  NAD 83(1986)-  26 31 07.46784(N)    098 07 47.61346(W) AD(       ) 3
 AE1426  NAD 27      -  26 31 06.23440(N)    098 07 46.58340(W) AD(       ) 3
 AE1426
 AE1426.Superseded values are not recommended for survey control.
 AE1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1426.See file dsdata.txt to determine how the superseded data were derived.
 AE1426
 AE1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8669333427(NAD 83)
 AE1426_MARKER: DS = TRIANGULATION STATION DISK
 AE1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1426
 AE1426  HISTORY     - Date     Condition        Report By
 AE1426  HISTORY     - 1961     MONUMENTED       CGS
 AE1426  HISTORY     - 1972     GOOD             HUMBLE
 AE1426  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 AE1426
 AE1426                          STATION DESCRIPTION
 AE1426
 AE1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1426'THE STATION IS APPROXIMATELY 3 MILES SOUTH OF LINN, 1-1/2 MILES
 AE1426'NORTH OF RED GATE AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 AE1426'281.
 AE1426'
 AE1426'TO REACH THE STATION FROM THE POST OFFICE IN LINN, GO SOUTH
 AE1426'ON U.S. HIGHWAY 281 FOR 2.9 MILES TO A SIDE ROAD AND AN ALUMINUM
 AE1426'GATE ON THE RIGHT AND THE STATION 28 FEET SOUTH OF THE CENTER
 AE1426'OF THE SIDE ROAD.
 AE1426'
 AE1426'STATION MARKS ARE STANDARD DISKS STAMPED REDGATE 1961.  THE
 AE1426'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES
 AE1426'BELOW THE SURFACE OF THE GROUND.  IT IS 48 FEET WEST OF THE
 AE1426'CENTER LINE OF U.S. HIGHWAY 281, 15 FEET SOUTH OF A POWER
 AE1426'POLE, 3 FEET EAST OF A SINGLE STRAND FENCE AND 2.8 FEET NORTHWEST
 AE1426'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 AE1426'IRREGULAR MASS OF CONCRETE 31 INCHES BELOW THE SURFACE OF THE
 AE1426'GROUND.
 AE1426'
 AE1426'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED REDGATE NO 1
 AE1426'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1426'IT IS 49 FEET WEST OF THE CENTER LINE OF HIGHWAY 281, 27 FEET
 AE1426'NORTH OF THE CENTER OF THE SIDE ROAD, 19 FEET NORTH OF THE
 AE1426'NORTH GATE POST AND 1 FOOT EAST OF THE FENCE.
 AE1426'
 AE1426'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED REDGATE NO 2
 AE1426'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AE1426'IT IS 67 FEET SOUTH OF THE POWER POLE, 50 FEET WEST OF THE
 AE1426'CENTER LINE OF HIGHWAY 281 AND 1 FOOT EAST OF THE FENCE.
 AE1426'
 AE1426'AZIMUTH MARK IS A STANDARD DISK STAMPED REDGATE 1961, SET
 AE1426'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 46
 AE1426'FEET WEST OF THE CENTER LINE OF HIGHWAY 281, 30 FEET NORTH OF
 AE1426'THE CENTER LINE OF THE SIDE ROAD, 4 FEET NORTHEAST OF A POWER
 AE1426'POLE WITH SMALL TRANSFORMER AND 2.3 FEET NORTH OF A METAL WITNESS
 AE1426'POST.
 AE1426'
 AE1426'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S.
 AE1426'HIGHWAY 281 FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT AND THE
 AE1426'AZIMUTH MARK IN THE NORTHWEST ANGLE.
 AE1426'
 AE1426'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1426
 AE1426                          STATION RECOVERY (1972)
 AE1426
 AE1426'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1972 (CW)
 AE1426'USC AND GS TRIANGULATION STATION REDGATE-STATION AND REF MARKS
 AE1426'RECOVERED IN GOOD CONDITION
 AE1426
 AE1426                          STATION RECOVERY (2003)
 AE1426
 AE1426'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 AE1426'NO 14INCH PINE NEW GRADING FOR WATER LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2670 ***********************************************************************
 AX2670  DESIGNATION -  REDGATES CR
 AX2670  PID         -  AX2670
 AX2670  STATE/COUNTY-  TX/COLORADO
 AX2670  USGS QUAD   -  BERNARDO (1981)
 AX2670
 AX2670                         *CURRENT SURVEY CONTROL
 AX2670  ___________________________________________________________________
 AX2670* NAD 83(1993)-  29 48 22.46683(N)    096 28 35.28060(W)     ADJUSTED  
 AX2670* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 AX2670  ___________________________________________________________________
 AX2670  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AX2670  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX2670
 AX2670  HORZ ORDER  -  SECOND
 AX2670
 AX2670.The horizontal coordinates were established by classical geodetic methods
 AX2670.and adjusted by the National Geodetic Survey in February 1996..
 AX2670
 AX2670.The orthometric height was scaled from a topographic map.
 AX2670
 AX2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2670
 AX2670.The geoid height was determined by GEOID03.
 AX2670
 AX2670;                    North         East     Units Scale Factor Converg.
 AX2670;SPC TXSC     - 4,221,284.184   843,913.874   MT  0.99989697   +1 14 10.7
 AX2670;SPC TXSC     -13,849,329.86  2,768,740.77   sFT  0.99989697   +1 14 10.7
 AX2670;UTM  14      - 3,299,986.512   743,900.535   MT  1.00033403   +1 15 18.0
 AX2670
 AX2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2670!SPC TXSC     -   0.99998666  x   0.99989697  =   0.99988363
 AX2670!UTM  14      -   0.99998666  x   1.00033403  =   1.00032068
 AX2670
 AX2670|---------------------------------------------------------------------|
 AX2670| PID    Reference Object                     Distance      Geod. Az  |
 AX2670|                                                           dddmmss.s |
 AX2670| CV6705 REDGATES CR RM 4                     12.910 METERS 06834     |
 AX2670| AX2669 CAT SPRING                          APPROX.14.9 KM 0735938.1 |
 AX2670| CV6702 REDGATES CR RM 1                     26.085 METERS 15745     |
 AX2670| CV6704 REDGATES CR RM 3                     18.190 METERS 17629     |
 AX2670| CV6703 REDGATES CR RM 2                     31.602 METERS 25112     |
 AX2670|---------------------------------------------------------------------|
 AX2670
 AX2670                          SUPERSEDED SURVEY CONTROL
 AX2670
 AX2670  NAD 83(1986)-  29 48 22.48214(N)    096 28 35.26592(W) AD(       ) 2
 AX2670  NAD 27      -  29 48 21.65200(N)    096 28 34.37300(W) AD(       ) 2
 AX2670
 AX2670.Superseded values are not recommended for survey control.
 AX2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2670.See file dsdata.txt to determine how the superseded data were derived.
 AX2670
 AX2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4390199987(NAD 83)
 AX2670_MARKER: DS = TRIANGULATION STATION DISK
 AX2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2670
 AX2670  HISTORY     - Date     Condition        Report By
 AX2670  HISTORY     - 1954     MONUMENTED       CGS
 AX2670  HISTORY     - 1971     GOOD             NGS
 AX2670  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX2670
 AX2670                          STATION DESCRIPTION
 AX2670
 AX2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2670'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF COLUMBUS
 AX2670'IN A WOODED AREA THAT IS OWNED BY T.J. BOGATTO.
 AX2670'
 AX2670'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71
 AX2670'AND FARM ROAD 109 IN THE NORTH EDGE OF COLUMBUS, GO NORTHERLY
 AX2670'ON FARM ROAD 109 FOR 8.5 MILES TO A CROSS ROADS, TURN RIGHT
 AX2670'GO 1.0 MILE TO A FORK, TURN RIGHT GO 0.1 MILE TO A FORK,
 AX2670'KEEP RIGHT FORK GO 1.95 MILES TO A FORK, TURN LEFT GO 1.8
 AX2670'MILES TO THE STATION ON THE LEFT.
 AX2670'
 AX2670'THE STATION MARK, A STANDARD DISK STAMPED REDGATES CR 1954
 AX2670'IS SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 AX2670'IS 37 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD AND
 AX2670'6 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 AX2670'
 AX2670'REFERENCE MARK 1 A STANDARD DISK STAMPED REDGATES CR NO 1
 AX2670'1954 IS SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 AX2670'AND IS 12 FEET SOUTH OF A WIRE FENCE ACROSS THE ROAD FROM
 AX2670'THE STATION MARK.
 AX2670'
 AX2670'REFERENCE MARK 2 A STANDARD DISK STAMPED REDGATES CR NO
 AX2670'2 1954 IS SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 AX2670'AND IS 3 FEET NORTH OF A WIRE FENCE ACROSS THE ROAD FROM
 AX2670'THE STATION MARK.
 AX2670'
 AX2670'NO AZIMUTH MARK WAS ESTABLISHED.
 AX2670'
 AX2670'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AX2670
 AX2670                          STATION RECOVERY (1971)
 AX2670
 AX2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AX2670'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 AX2670'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 AX2670'TO HAVE BEEN DESTROYED.
 AX2670'
 AX2670'THE STATION MARK WAS LOCATED ON THE EDGE OF A NEW COUNTY
 AX2670'ROAD WHICH WAS TO BE BUILT.  WHEN CONTACTING THE COUNTY
 AX2670'COMMISSIONERS OFFICE, IT WAS FOUND IF THE MARK WAS LOWERED
 AX2670'ABOUT 3 FEET AT THE PRESENT LOCATION IT WOULD NOT BE DESTROYED.
 AX2670'THE MARK WAS LOWERED ABOUT 3 FEET AND REFERENCE MARKS 3 AND
 AX2670'4 WERE ESTABLISHED.
 AX2670'
 AX2670'THE STATION SITE WAS REVISITED ON COMPLETION OF CONSTRUCTION
 AX2670'OF ROAD, WHICH WAS RECENT, AND RECOVERED AS DESCRIBED.  REFERENCE
 AX2670'MARK NO. 4 WAS DESTROYED DURING CONSTRUCTION OF ROAD.
 AX2670'
 AX2670'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AX2670'
 AX2670'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF
 AX2670'COLUMBUS, 6 MILES WEST OF BERNANDO, 6 MILES SOUTHEAST OF
 AX2670'FRELSBURG AND 3-1/2 MILES EAST OF STATE HWY. 109.
 AX2670'
 AX2670'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY. 71
 AX2670'AND FARM ROAD 109, WHICH IS LOCATED ABOUT 1 MILE NORTHWEST
 AX2670'OF COLUMBUS.  GO NORTHERLY ON FARM ROAD 109 FOR 8.0 MILES
 AX2670'TO CROSSROADS.  TURN RIGHT AND GO EASTERLY ON SURFACE ROAD
 AX2670'FOR 1.1 MILES TO FORK, KEEP RIGHT AND CONTINUE EASTERLY
 AX2670'ON MAIN SURFACE ROAD FOR 3.50 MILES TO A SIDE ROAD ON THE
 AX2670'LEFT, AND A GATE AND TRACK ROAD ON THE RIGHT AND STATION.
 AX2670'
 AX2670'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AX2670'CONCRETE POST, THAT IS 28-INCHES BELOW THE SURFACE OF THE
 AX2670'SHOULDER OF ROAD, AND IS STAMPED REDGATE CR 1945 1971.
 AX2670'(SUB-SURFACE MARK IS ABOUT 4 FEET BELOW THE SURFACE AND
 AX2670'IS STAMPED REDGATE CR 1945 1971) IT IS 19 FEET NORTH OF
 AX2670'THE CENTER OF THE NEW SURFACE ROAD, 135 FEET WEST OF THE
 AX2670'WEST END OF GATE, 99 FEET WEST OF THE CENTER OF ROAD LEADING
 AX2670'NORTH, 81 FEET WEST OF THE WEST END OF CULVERT, 82 FEET
 AX2670'NORTHWEST OF A 16-INCH PINE TREE IN FENCE-LINE, 47 FEET
 AX2670'NORTH OF FENCE-LINE, 39.6 FEET SOUTH OF A LARGE TWIN TRUNK
 AX2670'OAK TREE, 8 FEET NORTH OF THE NORTH EDGE OF SURFACE OF
 AX2670'ROAD, 5 FEET SOUTH OF DITCH, AND THE HOLE WAS REFILLED WITH
 AX2670'GRAVEL, FOR AID IN RECOVERY OF THE MARK.
 AX2670'
 AX2670'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP
 AX2670'OF A SQUARE CONCRETE POST THAT PROJECTS 4-INCHES AND IS
 AX2670'STAMPED REDGATE CR NO 2 1945.  IT IS 197 FEET WEST-SOUTHWEST
 AX2670'OF THE WEST END OF GATE, 25 FEET SOUTH OF FENCE-LINE, 55
 AX2670'FEET SOUTH OF THE CENTER OF SURFACE ROAD AND 9.8 FEET EAST
 AX2670'OF A 8-INCH PINE TREE.
 AX2670'
 AX2670'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF
 AX2670'A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND
 AX2670'IS STAMPED REDGATE CR 1945 NO 3 1971.  IT IS 93 FEET WEST
 AX2670'OF THE WEST END OF GATE, 35 FEET WEST OF A 16-INCH PINE
 AX2670'TREE, 32 FEET SOUTH OF THE CENTER OF SURFACE ROAD, AND 4.4
 AX2670'FEET SOUTH OF THE FENCE-LINE AND BRACED FENCE POST.
 AX2670'
 AX2670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--COLUMBUS
 AX2670'8-MILES NE
 AX2670
 AX2670                          STATION RECOVERY (1991)
 AX2670
 AX2670'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHS)
 AX2670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1811 ***********************************************************************
 AY1811  DESIGNATION -  REDLAND
 AY1811  PID         -  AY1811
 AY1811  STATE/COUNTY-  TX/BEXAR
 AY1811  USGS QUAD   -  LONGHORN (1992)
 AY1811
 AY1811                         *CURRENT SURVEY CONTROL
 AY1811  ___________________________________________________________________
 AY1811* NAD 83(1993)-  29 36 22.96411(N)    098 26 43.43380(W)     ADJUSTED  
 AY1811* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 AY1811  ___________________________________________________________________
 AY1811  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AY1811  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AY1811
 AY1811  HORZ ORDER  -  FIRST
 AY1811
 AY1811.The horizontal coordinates were established by classical geodetic methods
 AY1811.and adjusted by the National Geodetic Survey in February 1996..
 AY1811
 AY1811.The orthometric height was scaled from a topographic map.
 AY1811
 AY1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1811
 AY1811.The geoid height was determined by GEOID03.
 AY1811
 AY1811;                    North         East     Units Scale Factor Converg.
 AY1811;SPC TXSC     - 4,196,628.259   653,714.425   MT  0.99987443   +0 16 18.1
 AY1811;SPC TXSC     -13,768,437.88  2,144,728.08   sFT  0.99987443   +0 16 18.1
 AY1811;UTM  14      - 3,275,298.652   553,700.316   MT  0.99963558   +0 16 26.4
 AY1811
 AY1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1811!SPC TXSC     -   0.99995872  x   0.99987443  =   0.99983316
 AY1811!UTM  14      -   0.99995872  x   0.99963558  =   0.99959432
 AY1811
 AY1811|---------------------------------------------------------------------|
 AY1811| PID    Reference Object                     Distance      Geod. Az  |
 AY1811|                                                           dddmmss.s |
 AY1811| CV6081 REDLAND RM 1                         27.430 METERS 01852     |
 AY1811| AY1804 COMMANCHE LOOKOUT TOWER             APPROX. 7.9 KM 1071538.5 |
 AY1811| AY1802 LAZY D RANCH WATER TANK             APPROX.13.0 KM 1422240.6 |
 AY1811| AY1810 LONGHORN PORTLAND CEMENT CO TK      APPROX. 9.1 KM 1521401.6 |
 AY1811| CV6080 REDLAND AZ MK                                      1623851.2 |
 AY1811| AY1882 SAN ANTONIO RAD KTSA N MAST         APPROX.12.3 KM 1665634.6 |
 AY1811| AY1960 SAN ANTONIO CAS HILLS MUN TK        APPROX.11.8 KM 2172415.7 |
 AY1811| AY1807 HOLLYWOOD PARK HILL EST SPIPE       APPROX. 4.7 KM 2422032.7 |
 AY1811| CV6082 REDLAND RM 2                         20.868 METERS 27606     |
 AY1811|---------------------------------------------------------------------|
 AY1811
 AY1811                          SUPERSEDED SURVEY CONTROL
 AY1811
 AY1811  NAD 83(1986)-  29 36 22.96927(N)    098 26 43.41666(W) AD(       ) 1
 AY1811  NAD 27      -  29 36 22.15000(N)    098 26 42.35800(W) AD(       ) 1
 AY1811
 AY1811.Superseded values are not recommended for survey control.
 AY1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1811.See file dsdata.txt to determine how the superseded data were derived.
 AY1811
 AY1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5370075299(NAD 83)
 AY1811_MARKER: DS = TRIANGULATION STATION DISK
 AY1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1811
 AY1811  HISTORY     - Date     Condition        Report By
 AY1811  HISTORY     - 1953     MONUMENTED       CGS
 AY1811  HISTORY     - 1953     GOOD             AMS
 AY1811  HISTORY     - 1960     GOOD             CGS
 AY1811  HISTORY     - 1989     GOOD             USPSQD
 AY1811  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY1811
 AY1811                          STATION DESCRIPTION
 AY1811
 AY1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1811'THE STATION IS LOCATED ABOUT 12.5 MILES NORTHEAST OF THE CENTER
 AY1811'OF SAN ANTONIO, 1.5 MILES EAST OF U.S. HIGHWAY 281 AND ON
 AY1811'PROPERTY OWNED BY MR. J.G. CLASSEN, WHO OPERATES THE RED LAND
 AY1811'RANCH.
 AY1811'
 AY1811'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 281 AND LOOP 13,
 AY1811'WHICH IS ABOUT 6.5 MILES NORTH OF THE CENTER OF SAN ANTONIO, BY
 AY1811'GOING NORTH ON U.S. HIGHWAY 281 FOR 0.15 MILE TO ISOM ROAD
 AY1811'TO THE RIGHT.  TURN RIGHT AND FOLLOW ISOM ROAD NORTH AND EAST FOR
 AY1811'5.1 MILES TO THE END OF THE PAVED ROAD AND HEIMER ROAD TO
 AY1811'THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO AN IRON GATE
 AY1811'AND SIGN J.G. CLASSEN, BREEDER OF POLLED HERFORD CATTLE ON
 AY1811'THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE AND FOLLOW A
 AY1811'GOOD TRACK ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AY1811'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A DIM CROSS ROAD AND
 AY1811'THE STATION ON THE LEFT.
 AY1811'
 AY1811'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1811'STAMPED REDLAND 1953 IS APPROXIMATELY 0.2 MILE WEST OF A
 AY1811'WATER HOLE, 30 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 AY1811'AND 5 FEET SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 AY1811'5 INCHES.
 AY1811'
 AY1811'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A DRILL HOLE IN
 AY1811'A BOULDER, STAMPED REDLAND NO 1 1953 IS 9 FEET EAST OF THE
 AY1811'CENTER OF THE TRACK ROAD.  THE MARK IS FLUSH WITH THE GROUND.
 AY1811'
 AY1811'REFERENCE MARK NO. 2, IS A STANDARD DISK SET IN A CONCRETE
 AY1811'MONUMENT, STAMPED REDLAND NO 2 1953 IS 90 FEET WEST OF THE
 AY1811'CENTER OF THE TRACK ROAD.  THE MARK PROJECTS 6 INCHES.
 AY1811'
 AY1811'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1811'STAMPED REDLAND 1953 IS 48 FEET WEST OF THE CENTER OF THE TRACK
 AY1811'ROAD, 4 FEET SOUTHWEST OF A WITNESS POST, AND 3 FEET NORTHEAST
 AY1811'OF A TRIANGULAR-BLAZED 12-INCH OAK TREE.  THE MARK PROJECTS
 AY1811'8 INCHES.
 AY1811'
 AY1811'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1811
 AY1811                          STATION RECOVERY (1953)
 AY1811
 AY1811'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1811'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 33 FT. WEST OF
 AY1811'N-S TRAIL ROAD.
 AY1811
 AY1811                          STATION RECOVERY (1960)
 AY1811
 AY1811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AY1811'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 AY1811'IN GOOD CONDITION.  SEVERAL CORRECTIONS SHOULD BE APPLIED TO
 AY1811'THE ORIGINAL DESCRIPTION.  ISOM ROAD IS NO LONGER A THROUGH
 AY1811'ROUTE IN THE VICINITY OF THE SAN ANTONIO INTERNATIONAL AIRPORT,
 AY1811'DUE TO EXPANSION OF THE AIRPORT.  THE SIGN, J.G. CLASSEN, BREEDER
 AY1811'OF POLLED HEREFORD CATTLE, WHICH IS MENTIONED IN THE ORIGINAL
 AY1811'DESCRIPTION, STILL REMAINS BUT IS EXTREMELY WEATHERED AND
 AY1811'DIFFICULT TO READ.  A REVISED DESCRIPTION FOLLOWS--
 AY1811'
 AY1811'TO REACH THE STATION FROM THE CENTER OF THE INTERSECTION OF
 AY1811'U.S. HIGHWAY 281 AND LOOP 13, WHICH IS ABOUT 6.5 MILES NORTH
 AY1811'OF THE CENTER OF SAN ANTONIO, PROCEED NORTHEAST ON HIGHWAY 281
 AY1811'FOR 2.2 MILES TO NORTH LOOP ROAD.  TURN RIGHT, SOUTHEAST, AND
 AY1811'GO 0.8 MILE TO JONES MALTZBERGER ROAD LEFT.  TURN LEFT AND
 AY1811'FOLLOW JONES MALTZABERGER ROAD NORTHEAST FOR 3.5 MILES TO THE
 AY1811'END OF THE PAVED ROAD AND HEIMER ROAD TO THE LEFT.  CONTINUE
 AY1811'STRAIGHT AHEAD ON GRAVEL ROAD FOR 1.3 MILES TO AN IRON GATE ON
 AY1811'THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE, AND FOLLOW A
 AY1811'GOOD TRACK ROAD NORTH AND WEST FOR 0.9 MILE TO THE AZIMUTH
 AY1811'MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO
 AY1811'A DIM ROAD RIGHT AND THE STATION ON THE LEFT.
 AY1811'
 AY1811'THE STATION IS APPROXIMATELY 0.2 MILE WEST OF A WATER HOLE,
 AY1811'35 FEET WEST OF THE CENTER OF THE TRACK ROAD, AND 5 FEET
 AY1811'SOUTHWEST OF A WITNESS POST.  A STANDARD DISK, STAMPED REDLAND
 AY1811'1953, SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES.
 AY1811'
 AY1811'REFERENCE MARK NO. 1 IS 90.00 FEET NORTH OF THE STATION AND 9
 AY1811'FEET EAST OF THE CENTER OF THE TRACK ROAD.  A STANDARD DISK,
 AY1811'STAMPED REDLAND NO 1 1953, SET IN A DRILL HOLE IN A BOULDER
 AY1811'WHICH IS FLUSH WITH THE GROUND.
 AY1811'
 AY1811'REFERENCE MARK NO. 2 IS 68.46 FEET WEST OF THE STATION, 101
 AY1811'FEET WEST OF THE CENTER OF THE TRACK ROAD.  A STANDARD DISK,
 AY1811'STAMPED REDLAND NO 2 1953, SET IN A CONCRETE MONUMENT WHICH
 AY1811'PROJECTS ABOUT 6 INCHES.
 AY1811'
 AY1811'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF THE TRACK
 AY1811'ROAD, 4 FEET NORTHWEST OF A WITNESS POST, AND 3 FEET NORTHEAST
 AY1811'OF A TRIANGULAR-BLAZED 12-INCH OAK TREE.  A STANDARD DISK,
 AY1811'STAMPED REDLAND 1953, SET IN A CONCRETE MONUMENT WHICH PROJECTS
 AY1811'ABOUT 5 INCHES.
 AY1811
 AY1811                          STATION RECOVERY (1989)
 AY1811
 AY1811'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY1811'RECOVERED IN GOOD CONDITION.
 AY1811
 AY1811                          STATION RECOVERY (1999)
 AY1811
 AY1811'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2650 ***********************************************************************
 BY2650  DESIGNATION -  REDLAND
 BY2650  PID         -  BY2650
 BY2650  STATE/COUNTY-  TX/ANGELINA
 BY2650  USGS QUAD   -  REDLAND (1980)
 BY2650
 BY2650                         *CURRENT SURVEY CONTROL
 BY2650  ___________________________________________________________________
 BY2650* NAD 83(1993)-  31 24 24.55755(N)    094 43 20.38669(W)     ADJUSTED  
 BY2650* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 BY2650  ___________________________________________________________________
 BY2650  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BY2650  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY2650
 BY2650  HORZ ORDER  -  THIRD
 BY2650
 BY2650.The horizontal coordinates were established by classical geodetic methods
 BY2650.and adjusted by the National Geodetic Survey in February 1996..
 BY2650
 BY2650.The orthometric height was scaled from a topographic map.
 BY2650
 BY2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2650
 BY2650.The geoid height was determined by GEOID03.
 BY2650
 BY2650;                    North         East     Units Scale Factor Converg.
 BY2650;SPC TX C     - 3,206,360.077 1,233,310.321   MT  0.99990669   +2 53 24.0
 BY2650;SPC TX C     -10,519,533.02  4,046,285.61   sFT  0.99990669   +2 53 24.0
 BY2650;UTM  15      - 3,475,972.065   336,266.794   MT  0.99993067   -0 53 51.8
 BY2650
 BY2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2650!SPC TX C     -   0.99998688  x   0.99990669  =   0.99989357
 BY2650!UTM  15      -   0.99998688  x   0.99993067  =   0.99991755
 BY2650
 BY2650:                Primary Azimuth Mark                     Grid Az
 BY2650:SPC TX C     -  LUFKIN NORTH MUNICIPAL TANK              180 02 08.7
 BY2650:UTM  15      -  LUFKIN NORTH MUNICIPAL TANK              183 49 24.5
 BY2650
 BY2650|---------------------------------------------------------------------|
 BY2650| PID    Reference Object                     Distance      Geod. Az  |
 BY2650|                                                           dddmmss.s |
 BY2650| BY2648 LUFKIN NORTH MUNICIPAL TANK         APPROX. 5.7 KM 1825532.7 |
 BY2650| CV9112 REDLAND RM 1                                       23207     |
 BY2650| CV9111 REDLAND AZ MK                                      3232429.0 |
 BY2650| CV9113 REDLAND RM 2                                       33158     |
 BY2650|---------------------------------------------------------------------|
 BY2650
 BY2650                          SUPERSEDED SURVEY CONTROL
 BY2650
 BY2650  NAD 83(1986)-  31 24 24.56757(N)    094 43 20.37233(W) AD(       ) 3
 BY2650  NAD 27      -  31 24 23.90700(N)    094 43 19.62100(W) AD(       ) 3
 BY2650
 BY2650.Superseded values are not recommended for survey control.
 BY2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2650.See file dsdata.txt to determine how the superseded data were derived.
 BY2650
 BY2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3626775972(NAD 83)
 BY2650_MARKER: DS = TRIANGULATION STATION DISK
 BY2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2650
 BY2650  HISTORY     - Date     Condition        Report By
 BY2650  HISTORY     - 1949     MONUMENTED       CGS
 BY2650
 BY2650                          STATION DESCRIPTION
 BY2650
 BY2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2650'THE STATION IS LOCATED ABOUT 0.25 MILE SOUTHEAST OF THE
 BY2650'HIGH SCHOOL IN REDLAND ON THE EAST SIDE OF OLD U.S. HIGHWAY
 BY2650'59.  IT IS ABOUT 0.3 MILE WEST OF U.S. HIGHWAY 59 (NEW),
 BY2650'37 FEET EAST OF THE CENTER OF OLD HIGHWAY, 79 FEET NORTH
 BY2650'OF THE CENTER OF DRIVEWAY INTO YARD, 20 FEET WEST OF FENCE
 BY2650'LINE AND WITNESS POST AND 28 FEET SOUTHWEST OF FENCE CORNER.
 BY2650'IT IS STAMPED REDLAND 1948 AND SET FLUSH WITH THE GROUND
 BY2650'SURFACE.
 BY2650'
 BY2650'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 29 FEET
 BY2650'WEST OF THE CENTER OF THE OLD HIGHWAY AND 1 FOOT SOUTH OF
 BY2650'THE SOUTH END OF A PICKET FENCE LINE.  IT IS STAMPED REDLAND
 BY2650'NO 1 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 BY2650'
 BY2650'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 40
 BY2650'FEET EAST OF THE CENTER OF THE OLD HIGHWAY AND 10.6 FEET
 BY2650'WEST OF FENCE LINE.  IT IS STAMPED REDLAND NO 2 1948 AND
 BY2650'SET FLUSH WITH THE GROUND SURFACE.
 BY2650'
 BY2650'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF THE STATION,
 BY2650'40 FEET WEST OF THE CENTER OF OLD HIGHWAY, 30 FEET SOUTH
 BY2650'OF A 2 FOOT OAK TREE, 36 FEET EAST OF FENCE LINE AROUND
 BY2650'SCHOOL HOUSE AND 2 FEET SOUTH OF WITNESS POST.  IT IS STAMPED
 BY2650'REDLAND 1948 AND PROJECTS 3 INCHES.  TO REACH FROM THE STATION,
 BY2650'GO NORTHWEST ON OLD HIGHWAY FOR 0.25 MILE TO THE MARK ON
 BY2650'THE WEST SIDE
 BY2650'
 BY2650'TO REACH THE STATION FROM THE EAST ENTRANCE TO THE HIGH
 BY2650'SCHOOL IN REDLAND, GO SOUTHEAST ON OLD HIGHWAY 59 FOR 0.25
 BY2650'MILE TO THE STATION ON THE EAST SIDE AS DESCRIBED.
 BY2650'
 BY2650'A 100 FOOT SIGNAL AT STATION UNION IS VISIBLE AT 64 FEET
 BY2650'
 BY2650'AN 87 FOOT SIGNAL AT STATION CENTRAL IS VISIBLE AT 50 FEET
 BY2650'
 BY2650'A 74 FOOT SIGNAL AT STATION ANGELINA IS VISIBLE AT 64 FEET
 BY2650'
 BY2650'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2712 ***********************************************************************
 BY2712  DESIGNATION -  REDLAWN
 BY2712  PID         -  BY2712
 BY2712  STATE/COUNTY-  TX/CHEROKEE
 BY2712  USGS QUAD   -  ALTO (1973)
 BY2712
 BY2712                         *CURRENT SURVEY CONTROL
 BY2712  ___________________________________________________________________
 BY2712* NAD 83(1993)-  31 40 38.68025(N)    095 05 11.98560(W)     ADJUSTED  
 BY2712* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 BY2712  ___________________________________________________________________
 BY2712  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BY2712  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY2712
 BY2712  HORZ ORDER  -  THIRD
 BY2712
 BY2712.The horizontal coordinates were established by classical geodetic methods
 BY2712.and adjusted by the National Geodetic Survey in February 1996..
 BY2712
 BY2712.The orthometric height was scaled from a topographic map.
 BY2712
 BY2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2712
 BY2712.The geoid height was determined by GEOID03.
 BY2712
 BY2712;                    North         East     Units Scale Factor Converg.
 BY2712;SPC TX C     - 3,234,637.174 1,197,293.610   MT  0.99995117   +2 42 08.4
 BY2712;SPC TX C     -10,612,305.46  3,928,120.79   sFT  0.99995117   +2 42 08.4
 BY2712;UTM  15      - 3,506,572.075   302,196.857   MT  1.00008258   -1 05 46.1
 BY2712
 BY2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2712!SPC TX C     -   0.99998081  x   0.99995117  =   0.99993198
 BY2712!UTM  15      -   0.99998081  x   1.00008258  =   1.00006339
 BY2712
 BY2712|---------------------------------------------------------------------|
 BY2712| PID    Reference Object                     Distance      Geod. Az  |
 BY2712|                                                           dddmmss.s |
 BY2712| CV9115 REDLAWN RM 1                         14.115 METERS 15356     |
 BY2712| CV9114 REDLAWN AZ MK                                      1553214.8 |
 BY2712| BY2713 ALTO MUNICIPAL TANK                 APPROX. 3.0 KM 1582629.1 |
 BY2712| CV9116 REDLAWN RM 2                          9.433 METERS 33413     |
 BY2712|---------------------------------------------------------------------|
 BY2712
 BY2712                          SUPERSEDED SURVEY CONTROL
 BY2712
 BY2712  NAD 83(1986)-  31 40 38.69089(N)    095 05 11.97165(W) AD(       ) 3
 BY2712  NAD 27      -  31 40 38.05100(N)    095 05 11.18400(W) AD(       ) 3
 BY2712
 BY2712.Superseded values are not recommended for survey control.
 BY2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2712.See file dsdata.txt to determine how the superseded data were derived.
 BY2712
 BY2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR0219706572(NAD 83)
 BY2712_MARKER: DS = TRIANGULATION STATION DISK
 BY2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2712
 BY2712  HISTORY     - Date     Condition        Report By
 BY2712  HISTORY     - 1948     MONUMENTED       CGS
 BY2712  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY2712  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2712
 BY2712                          STATION DESCRIPTION
 BY2712
 BY2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2712'STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF ALTO ON THE
 BY2712'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 69.  IT IS 45.5 FEET EAST OF
 BY2712'THE HIGHWAY, 3.5 FEET WEST OF THE FENCE LINE AND ABOUT 0.1 MILE
 BY2712'SOUTH OF A FARM HOUSE.  IT IS STAMPED REDLAWN 1948 AND IS FLUSH
 BY2712'WITH THE GROUND.
 BY2712'
 BY2712'REFERENCE MARK NO. 1 IS 44.5 FEET EAST OF THE CENTER OF THE
 BY2712'HIGHWAY AND 4.5 FEET WEST OF THE FENCE LINE.  IT IS STAMPED
 BY2712'REDLAWN NO 1 1948 AND IS FLUSH WITH THE GROUND.
 BY2712'
 BY2712'REFERENCE MARK NO. 2 IS 46 FEET EAST OF THE CENTER OF THE
 BY2712'HIGHWAY, 3 FEET WEST OF THE FENCE LINE AND 10 FEET SOUTH-SOUTHWEST
 BY2712'OF A TELEPHONE POLE WITH A TRIANGLE BLAZE.  IT IS STAMPED
 BY2712'REDLAWN NO 2 1948 AND IS FLUSH WITH THE GROUND.
 BY2712'
 BY2712'AZIMUTH MARK IS SET IN A DRILL HOLE IN THE NORTH CONCRETE
 BY2712'HEADWALL OF A CULVERT, 35.5 FEET WEST OF THE CENTER OF U.S.
 BY2712'HIGHWAY 69 AND 9.5 FEET NORTH OF THE CENTER OF A T-ROAD LEADING
 BY2712'WEST.  IT IS STAMPED REDLAWN 1948.
 BY2712'
 BY2712'TO REACH FROM THE TRAFFIC LIGHT IN ALTO, GO NORTHERLY ON U.S.
 BY2712'HIGHWAY 69 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 BY2712'CONTINUE NORTHERLY FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 BY2712'
 BY2712'A 47 FOOT SIGNAL AT CARTER IS VISIBLE AT 4 FEET.
 BY2712'
 BY2712'AN 87 FOOT SIGNAL AT ALTO IS VISIBLE AT 4 FEET.
 BY2712
 BY2712                          STATION RECOVERY (1973)
 BY2712
 BY2712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEB)
 BY2712'SEARCH AREA WAS PROBED BY FIELD PARTY APPROXIMATELY 1/2 HOUR,
 BY2712'HOWEVER NO MONUMENT WAS LOCATED.  AREA HAS BEEN DISTURBED BY
 BY2712'THE CONSTRUCTION OF 4 LANE U.S. HWY. 69, AND STATION APPEARS TO
 BY2712'HAVE BEEN DESTROYED.
 BY2712
 BY2712                          STATION RECOVERY (1996)
 BY2712
 BY2712'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0561 ***********************************************************************
 DP0561  DESIGNATION -  REDLEG
 DP0561  PID         -  DP0561
 DP0561  STATE/COUNTY-  TX/DICKENS
 DP0561  USGS QUAD   -  SANDERS HOLLOW (1981)
 DP0561
 DP0561                         *CURRENT SURVEY CONTROL
 DP0561  ___________________________________________________________________
 DP0561* NAD 83(1993)-  33 49 20.21674(N)    100 40 47.21456(W)     ADJUSTED  
 DP0561* NAVD 88     -       779.     (meters)    2556.     (feet)  SCALED    
 DP0561  ___________________________________________________________________
 DP0561  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DP0561  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DP0561
 DP0561  HORZ ORDER  -  FIRST
 DP0561
 DP0561.The horizontal coordinates were established by classical geodetic methods
 DP0561.and adjusted by the National Geodetic Survey in February 1996..
 DP0561
 DP0561.The orthometric height was scaled from a topographic map.
 DP0561
 DP0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0561
 DP0561.The geoid height was determined by GEOID03.
 DP0561
 DP0561;                    North         East     Units Scale Factor Converg.
 DP0561;SPC TXNC     - 2,241,138.091   398,224.881   MT  0.99996292   -1 11 19.8
 DP0561;SPC TXNC     - 7,352,800.55  1,306,509.46   sFT  0.99996292   -1 11 19.8
 DP0561;UTM  14      - 3,743,719.928   344,544.950   MT  0.99989792   -0 56 06.7
 DP0561
 DP0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0561!SPC TXNC     -   0.99988191  x   0.99996292  =   0.99984483
 DP0561!UTM  14      -   0.99988191  x   0.99989792  =   0.99977984
 DP0561
 DP0561:                Primary Azimuth Mark                     Grid Az
 DP0561:SPC TXNC     -  REDLEG AZ MK                             216 26 27.6
 DP0561:UTM  14      -  REDLEG AZ MK                             216 11 14.5
 DP0561
 DP0561|---------------------------------------------------------------------|
 DP0561| PID    Reference Object                     Distance      Geod. Az  |
 DP0561|                                                           dddmmss.s |
 DP0561| CX8059 REDLEG AZ MK                                       2151507.8 |
 DP0561| CX8061 REDLEG RM 2                          47.265 METERS 21935     |
 DP0561| DP0567 ROARING SPRINGS BLACK TANK          APPROX.19.2 KM 2993643.4 |
 DP0561| CX8060 REDLEG RM 1                          38.475 METERS 32242     |
 DP0561|---------------------------------------------------------------------|
 DP0561
 DP0561                          SUPERSEDED SURVEY CONTROL
 DP0561
 DP0561  NAD 83(1993)-  33 49 20.21958(N)    100 40 47.21365(W) AD(       ) 1
 DP0561  NAD 83(1986)-  33 49 20.22245(N)    100 40 47.20774(W) AD(       ) 1
 DP0561  NAD 27      -  33 49 19.92900(N)    100 40 45.75500(W) AD(       ) 1
 DP0561
 DP0561.Superseded values are not recommended for survey control.
 DP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0561.See file dsdata.txt to determine how the superseded data were derived.
 DP0561
 DP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC4454543720(NAD 83)
 DP0561_MARKER: DS = TRIANGULATION STATION DISK
 DP0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0561
 DP0561  HISTORY     - Date     Condition        Report By
 DP0561  HISTORY     - 1935     MONUMENTED       CGS
 DP0561  HISTORY     - 1938     GOOD             TXHD
 DP0561  HISTORY     - 1964     GOOD             CGS
 DP0561  HISTORY     - 1965     GOOD             CGS
 DP0561
 DP0561                          STATION DESCRIPTION
 DP0561
 DP0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0561'STATION IS NEAR THE N END OF A LONG RIDGE ABOUT 1/4 MILE S
 DP0561'OF THE DICKENS-MOTLEY COUNTY LINE AND 9 MILES W OF THE
 DP0561'DICKENS-KING-MOTLEY-CATTLE COUNTY CORNER, ON PROPERTY OWNED
 DP0561'BY THE MATADOR LAND AND CATTLE COMPANY.
 DP0561'
 DP0561'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0561'BRONZE DISKS SET IN CONCRETE.
 DP0561'
 DP0561'REFERENCE MARK NO. 1 IS WNW OF STATION.
 DP0561'
 DP0561'REFERENCE MARK NO. 2 IS SSW OF STATION.
 DP0561'
 DP0561'AZIMUTH MARK IS 0.45 MILE SW OF STATION AT E EDGE OF TRAIL
 DP0561'LEADING TO STATION.
 DP0561'
 DP0561'TO REACH THE STATION FROM THE COURTHOUSE IN DICKENS, GO N ON
 DP0561'U.S. HIGHWAY 62 FOR 16.6 MILES OR 1.6 MILES PAST THE DICKENS-MOTLEY
 DP0561'COUNTY LINE AND TURN SHARP RIGHT ON GRAVELED ROAD AT S END
 DP0561'OF BRIDGE OVER SOUTH PEASE RIVER.  GO 2.4 MILES AND KEEP MAIN
 DP0561'ROAD RIGHT (S) AT GATEWAY (STRAIGHT AHEAD).  GO 0.15 MILE AND
 DP0561'KEEP MAIN ROAD LEFT (E).  GO 2 MILES AND TURN RIGHT (S) AT
 DP0561'WINDMILL ON LEFT.  GO 0.5 MILE AND KEEP LEFT FORK OF FIELD ROAD
 DP0561'THROUGH WIRE GATE, CONTINUE 0.35 MILE AND TAKE LEFT FORK JUST
 DP0561'AFTER CROSSING DITCH.  GO 0.6 MILE AND KEEP STRAIGHT AHEAD
 DP0561'AT CROSSROADS.  GO 0.5 MILE AND KEEP RIGHT THROUGH A WIRE
 DP0561'GATE.  GO 0.5 MILE OR 0.1 MILE PAST A SMALL BOX HOUSE ON
 DP0561'LEFT AND TURN LEFT THROUGH A WIRE GATE.  FOLLOW MAIN FIELD
 DP0561'ROAD 0.85 MILE AND TAKE RIGHT FORK.  GO 1 MILE TO RED LEG
 DP0561'CAMP, RANCH HOUSE (HOME OF JOE THORNTON).  TAKE ROAD
 DP0561'LEADING E ALONG S SIDE OF HOUSE FOR 0.2 MILE AND TAKE LEFT
 DP0561'FORK, GO 0.05 MILE AND TAKE RIGHT FORK UP GRADE AND RIDGE
 DP0561'FOR 0.7 MILE AND PASS THROUGH WIRE GATE.  FOLLOW ROAD
 DP0561'EASTERLY FOR 1.5 MILES AND THEN TURN LEFT, N THROUGH THE FIELD
 DP0561'ALONG TOP OF RIDGE, GO 0.55 MILE TO HIGHEST POINT AND STATION.
 DP0561'THERE IS A SHARP SANDY PEAK ABOUT 20 FEET LOWER THAN THE
 DP0561'STATION WNW OF STATION SITE.  THE ROAD FROM RED LEG RANCH
 DP0561'HOUSE IS VERY SANDY.
 DP0561'
 DP0561'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DP0561
 DP0561                          STATION RECOVERY (1938)
 DP0561
 DP0561'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0561'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 DP0561'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARKS.
 DP0561
 DP0561                          STATION RECOVERY (1964)
 DP0561
 DP0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0561'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 DP0561'CONDITION.  REFERENCE 2 WAS RECOVERED.  HOWEVER, IT HAS BEEN
 DP0561'SLIGHTLY MOVED FROM ITS ORIGINAL POSITION.  THE MARK CAN BE USED
 DP0561'BUT SHOULD BE RESET AND STAMPED NO 3.  THE AZIMUTH MARK WAS
 DP0561'SEARCHED FOR BY THE RECONNAISSANCE PARTY AND BY THE LIGHTKEEPER
 DP0561'AND WAS NOT FOUND.  THE ORIGINAL ROUTING TO THE STATION IS
 DP0561'OBSOLETE.  FOLLOWING IS A NEW ROUTING TO THE STATION.
 DP0561'
 DP0561'TO REACH THE STATION FROM THE POST OFFICE IN ROARING SPRINGS,
 DP0561'GO EAST, SOUTH AND EAST ON FARM ROAD 684 0.8 MILE TO STATE
 DP0561'HIGHWAY 70.  TURN RIGHT AND GO SOUTH ON HIGHWAY 70 FOR 8.65
 DP0561'MILES TO FARM ROAD 193.  TURN LEFT AND GO EAST ON FARM ROAD
 DP0561'FOR 2.15 MILES TO A CROSSROAD IN THE VILLAGE OF AFTON.  CONTINUE
 DP0561'STRAIGHT AHEAD ON FARM ROAD 193 FOR 4.2 MILES TO A POINT WHERE
 DP0561'THE HIGHWAY TURNS SOUTH.  BEAR LEFT AND CONTINUE EASTERLY FOR
 DP0561'0.1 MILE TO A T-JUNCTION.  TURN LEFT AND GO NORTH 1.15 MILE TO
 DP0561'A FORK.  BEAR RIGHT AND GO NORTHEAST FOR 0.15 MILE TO A
 DP0561'CATTLE GUARD AND A SIGN RED LAKE RANCH.  CONTINUE STRAIGHT
 DP0561'AHEAD ON THE MAIN ROAD FOR 3.05 MILES TO A CATTLE GUARD AND
 DP0561'CORRALS ON THE RIGHT.  CROSS THE CATTLE GUARD AND CONTINUE
 DP0561'ON THE MAIN ROAD FOR 0.7 MILE TO A FORK.  BEAR RIGHT AND
 DP0561'CONTINUE 0.15 MILE TO A FORK.  (MR. WHITLEY, WHO GAVE
 DP0561'PERMISSION LIVES IN THE SECOND HOUSE FROM THIS FORK) BEAR
 DP0561'LEFT AND CONTINUE FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT
 DP0561'FORK AND CROSS A CATTLE GUARD FOR 0.1 MILE TO A FORK.  BEAR
 DP0561'RIGHT AND CONTINUE ALONG THE TOP OF AN EARTH DAM FOR 0.1 MILE
 DP0561'TO A FORK.  BEAR RIGHT AND GO EAST FOR 0.75 MILE TO A CATTLE
 DP0561'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE EASTERLY ON
 DP0561'THE MAIN ROAD FOR 1.6 MILES TO A TRACK ROAD ON THE LEFT.  BEAR
 DP0561'LEFT AND GO NORTHERLY ON THE TRACK ROAD FOR 0.5 MILE.  AT
 DP0561'THIS POINT, BEAR RIGHT AND PROCEED NORTHEAST FOR 0.15
 DP0561'MILE TO THE HIGHEST POINT OF A RIDGE AND THE STATION.
 DP0561'
 DP0561'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DP0561
 DP0561                          STATION RECOVERY (1965)
 DP0561
 DP0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 DP0561'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 DP0561'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 DP0561'TILTED CONSIDERABLY TO THE EAST, ALTHOUGH STILL SOLID AND
 DP0561'USABLE.  A CORRECTED DISTANCE AND DIRECTION FOR REFERENCE
 DP0561'MARK 2 IS SHOWN ABOVE.  DUE TO ROAD CHANGES IN THE AREA SINCE
 DP0561'1935, A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DP0561'
 DP0561'THE STATION IS LOCATED ABOUT 11-1/2 MILES EAST SOUTHEAST OF
 DP0561'ROARING SPRINGS, 9-1/2 MILES WEST OF DUMONT, 9 MILES EAST
 DP0561'NORTHEAST OF AFTON, ON THE SUMMIT OF A LOW, SANDY HILL, AND
 DP0561'ON PROPERTY OWNED BY THE REDLAKE RANCH.
 DP0561'
 DP0561'TO REACH THE STATION FROM THE POST OFFICE IN ROARING SPRINGS,
 DP0561'GO SOUTHWEST THENCE SOUTHEAST ON FARM ROAD 684 AND LOOP 42 FOR
 DP0561'0.8 MILE TO ITS JUNCTION WITH STATE HIGHWAY 70.  TURN RIGHT
 DP0561'AND GO SOUTH ON STATE HIGHWAY 70 FOR 8.65 MILES TO THE JUNCTION
 DP0561'OF FARM ROAD 193.  TURN LEFT AND GO EAST ON FARM ROAD 193 FOR
 DP0561'2.15 MILES TO THE CROSS ROAD IN AFTON, CONTINUE EAST FOR 4.2
 DP0561'MILES TO A POINT WHERE THE HIGHWAY TURNS SOUTH.  CONTINUE
 DP0561'AHEAD, EAST, FOR 0.1 MILE TO A NORTH-SOUTH ROAD.  TURN LEFT
 DP0561'AND GO NORTH FOR 1.15 MILES TO A FORK, TAKE THE RIGHT FORK
 DP0561'AND GO NORTHEAST FOR 0.1 MILE TO A CATTLE GUARD AND AN
 DP0561'OVERHEAD SIGN, REDLAKE RANCH.  CONTINUE AHEAD ON THE MAIN
 DP0561'ROAD FOR 3.05 MILES TO A CATTLE GUARD AND CORRALS ON THE
 DP0561'RIGHT.  PASS OVER CATTLE GUARD AND CONTINUE AHEAD FOR 0.7
 DP0561'MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.15 MILE TO A
 DP0561'FORK, TAKE THE LEFT FORK FOR 0.25 MILE TO A FORK, TAKE THE
 DP0561'RIGHT FORK CROSSING A CATTLE GUARD AND GO 0.1 MILE TO A
 DP0561'FORK.  TAKE THE RIGHT FORK, CROSSING OVER AN EARTH DAM, AND GO 0.1
 DP0561'MILE TO A FORK.  TAKE THE LEFT FORK, EAST, FOR 0.75 MILE TO
 DP0561'A CATTLE GUARD, CROSS OVER CATTLE GUARD AND CONTINUE AHEAD
 DP0561'FOR 1.55 MILES TO A TRACK SIDE ROAD ON THE LEFT.  TURN LEFT
 DP0561'AND GO NORTHERLY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 DP0561'LEFT.  CONTINUE AHEAD ON THE TRACK ROAD FOR 0.3 MILE TO A
 DP0561'POINT WHERE THE ROAD BENDS TO THE LEFT AROUND THE HILL.
 DP0561'HERE TURN RIGHT AND GO NORTHEASTERLY ACROSS COUNTRY,
 DP0561'UPHILL, FOR 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 DP0561'STATION.
 DP0561'
 DP0561'THE STATION MARK IS A STANDARD DISK, STAMPED REDLEG 1935, SET
 DP0561'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DP0561'THAT PROJECTS 1 FOOT.  IT IS ON THE HIGHEST POINT OF THE HILL.
 DP0561'
 DP0561'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REDLEG NO 1 1935,
 DP0561'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DP0561'THAT PROJECTS 4 INCHES.  IT IS ON THE NORTHWEST SLOPE OF
 DP0561'THE HILL ABOUT 2 FEET LOWER THAN THE STATION.
 DP0561'
 DP0561'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REDLEG NO 2 1935,
 DP0561'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DP0561'THAT PROJECTS 1 FOOT.  IT IS ON THE SOUTHWEST SLOPE OF THE
 DP0561'HILL ABOUT 2 FEET LOWER THAN THE STATION.
 DP0561'
 DP0561'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 DP0561'REDLEG AZI 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DP0561'POST THAT PROJECTS 6 INCHES.  IT IS 225 FEET WEST OF THE
 DP0561'CENTERLINE OF THE TRACK ROAD AND 1.6 FEET NORTH NORTHEAST OF
 DP0561'A WITNESS POST.
 DP0561'
 DP0561'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9966 ***********************************************************************
 AG9966  DESIGNATION -  REDONDO
 AG9966  PID         -  AG9966
 AG9966  STATE/COUNTY-  TX/TRAVIS
 AG9966  USGS QUAD   -  SHINGLE HILLS (1986)
 AG9966
 AG9966                         *CURRENT SURVEY CONTROL
 AG9966  ___________________________________________________________________
 AG9966* NAD 83(1993)-  30 19 08.91240(N)    098 00 32.86780(W)     ADJUSTED  
 AG9966* NAVD 88     -       368.5    (meters)    1209.     (feet)  VERTCON   
 AG9966  ___________________________________________________________________
 AG9966  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 AG9966  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AG9966
 AG9966  HORZ ORDER  -  THIRD
 AG9966
 AG9966.The horizontal coordinates were established by classical geodetic methods
 AG9966.and adjusted by the National Geodetic Survey in July 1998..
 AG9966
 AG9966.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9966
 AG9966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9966
 AG9966.The geoid height was determined by GEOID03.
 AG9966
 AG9966;                    North         East     Units Scale Factor Converg.
 AG9966;SPC TX C     - 3,074,666.367   923,505.750   MT  0.99995211   +1 11 49.6
 AG9966;SPC TX C     -10,087,467.91  3,029,868.45   sFT  0.99995211   +1 11 49.6
 AG9966;UTM  14      - 3,354,565.626   595,262.201   MT  0.99971195   +0 30 00.9
 AG9966
 AG9966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9966!SPC TX C     -   0.99994607  x   0.99995211  =   0.99989819
 AG9966!UTM  14      -   0.99994607  x   0.99971195  =   0.99965804
 AG9966
 AG9966                          SUPERSEDED SURVEY CONTROL
 AG9966
 AG9966  NGVD 29 (07/28/98)  368.4    (m)         1209.     (f) VERT ANG       
 AG9966
 AG9966.Superseded values are not recommended for survey control.
 AG9966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9966.See file dsdata.txt to determine how the superseded data were derived.
 AG9966
 AG9966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9526254566(NAD 83)
 AG9966_MARKER: DS = TRIANGULATION STATION DISK
 AG9966
 AG9966  HISTORY     - Date     Condition        Report By
 AG9966  HISTORY     - 1957     MONUMENTED       USGS
 AG9966
 AG9966                          STATION DESCRIPTION
 AG9966
 AG9966'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AG9966'STATION LOCATED APPROXIMATELY 1 MI. N. AND 16 MI. W. OF THE MAIN POST
 AG9966'OFFICE IN AUSTIN, APPROXIMATELY 6 MI. S. AND 6 MI. W. OF THE MANSFIELD
 AG9966'DAM, ABOUT 600 FT. SW. OF FARM ROAD 71 AND 60 FT. E. OF THE HIGHEST
 AG9966'POINT OF A PROMINENT OAK.  FRINGED TOP.
 AG9966'TO REACH STATION FROM BEE CAVE AT THE JUNCTION OF FARM ROADS 71 AND
 AG9966'620, GO W. 4.0 MI. ALONG FARM ROAD 71 TO HIGH TOP ON SW. SIDE OF RD.
 AG9966'WHICH IS 0.6 MI. W. OF RD. N. TO LEARSON RANCH, LEAVE TRUCK AND CLIMB
 AG9966'5 MINUTES TO TOP OF HILL AND STATION.  ON PROPERTY OWNED BY MR.
 AG9966'LEARSON.
 AG9966'STATION MARK--STANDARD TABLET SET IN LIMESTONE OUTCROP MEASURING 6 FT.
 AG9966'X 4 FT. AND PROJECTING 0.2 FT. ABOVE GROUND, STAMPED---REDONDO
 AG9966'1957---.
 AG9966'REFERENCE MARK NO. 1--BRONZE REFERENCE DISK CEMENTED IN LIMESTONE
 AG9966'OUTCROP FLUSH WITH GROUND MEASURING 7 FT. X 3 FT.  TABLET STAMPED---
 AG9966'---REDONDO NO. 1 1957---, 24.92 FT. FROM STATION MARK, DIRECTION 270
 AG9966'DEGREES 46 MINUTES.
 AG9966'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET 2 FT. ABOVE GROUND IN
 AG9966'TRUNK OF LONE 6-IN. LIVE OAK, 43.50 FT. FROM STATION MARK, DIRECTION
 AG9966'26 DEGREES 05 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0853 ***********************************************************************
 GK0853  DESIGNATION -  REDTOP RESET
 GK0853  PID         -  GK0853
 GK0853  STATE/COUNTY-  TX/HANSFORD
 GK0853  USGS QUAD   -  SPEARMAN (1974)
 GK0853
 GK0853                         *CURRENT SURVEY CONTROL
 GK0853  ___________________________________________________________________
 GK0853* NAD 83(1993)-  36 14 32.77167(N)    101 07 45.09070(W)     ADJUSTED  
 GK0853* NAVD 88     -       939.4    (meters)    3082.     (feet)  VERTCON   
 GK0853  ___________________________________________________________________
 GK0853  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 GK0853  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 GK0853
 GK0853  HORZ ORDER  -  SECOND
 GK0853
 GK0853.The horizontal coordinates were established by classical geodetic methods
 GK0853.and adjusted by the National Geodetic Survey in February 1996..
 GK0853
 GK0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0853
 GK0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0853
 GK0853.The geoid height was determined by GEOID03.
 GK0853
 GK0853;                    North         East     Units Scale Factor Converg.
 GK0853;SPC TX N     - 1,248,841.693   233,331.198   MT  1.00001432   +0 12 53.6
 GK0853;SPC TX N     - 4,097,241.45    765,520.77   sFT  1.00001432   +0 12 53.6
 GK0853;UTM  14      - 4,012,941.001   308,676.700   MT  1.00005103   -1 15 33.0
 GK0853
 GK0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0853!SPC TX N     -   0.99985685  x   1.00001432  =   0.99987117
 GK0853!UTM  14      -   0.99985685  x   1.00005103  =   0.99990787
 GK0853
 GK0853|---------------------------------------------------------------------|
 GK0853| PID    Reference Object                     Distance      Geod. Az  |
 GK0853|                                                           dddmmss.s |
 GK0853| CM9287 REDTOP SUB STATION                   35.664 METERS 01159     |
 GK0853| GK0331 F 255                                              04605     |
 GK0853| GK0836 WAKA PERRYTON EQUITY ELEVATOR       APPROX. 8.5 KM 0585652.5 |
 GK0853| CM9871 REDTOP RM 1                          35.314 METERS 15436     |
 GK0853| CM9869 REDTOP AZ MK                                       1781320.3 |
 GK0853| GK0855 SPEARMAN MUNICIPAL TANK             APPROX. 7.7 KM 2302300.6 |
 GK0853| GK0856 SPEARMAN PERRYTON EQUITY ELEV       APPROX. 7.9 KM 2315928.3 |
 GK0853| CM9872 REDTOP RM 2                          29.968 METERS 26150     |
 GK0853| CM9873 REDTOP RM 3                           9.865 METERS 32952     |
 GK0853| CM9870 REDTOP AZ MK 2                                     35906     |
 GK0853|---------------------------------------------------------------------|
 GK0853
 GK0853                          SUPERSEDED SURVEY CONTROL
 GK0853
 GK0853  NAD 83(1993)-  36 14 32.77155(N)    101 07 45.09136(W) AD(       ) 2
 GK0853  NAD 83(1986)-  36 14 32.77915(N)    101 07 45.07740(W) AD(       ) 2
 GK0853  NAD 27      -  36 14 32.66200(N)    101 07 43.51700(W) AD(       ) 2
 GK0853  NGVD 29 (07/19/86)  939.0    (m)         3081.     (f) VERT ANG       
 GK0853
 GK0853.Superseded values are not recommended for survey control.
 GK0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0853.See file dsdata.txt to determine how the superseded data were derived.
 GK0853
 GK0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0867712941(NAD 83)
 GK0853_MARKER: DS = TRIANGULATION STATION DISK
 GK0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0853_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0853
 GK0853  HISTORY     - Date     Condition        Report By
 GK0853  HISTORY     - 1952     MONUMENTED       CGS
 GK0853  HISTORY     - 1962     POOR             USGS
 GK0853  HISTORY     - 1966     SEE DESCRIPTION  CGS
 GK0853
 GK0853                          STATION DESCRIPTION
 GK0853
 GK0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0853'THE STATION IS LOCATED AT A CROSS ROAD AND ON THE SOUTH SIDE
 GK0853'OF STATE HIGHWAY 117, ABOUT 5 MILES AIRLINE NORTHEAST OF
 GK0853'SPEARMAN AND ABOUT 5 MILES AIRLINE SOUTHWEST OF WAKA.
 GK0853'
 GK0853'TO REACH THE STATION FROM THE HANSFORD COUNTY COURTHOUSE
 GK0853'IN SPEARMAN GO NORTH FOR 0.2 MILE TO AN INTERSECTION.  TURN
 GK0853'RIGHT ONTO STATE HIGHWAY 117 AND GO 4.5 MILES TO A CROSS
 GK0853'ROAD AND THE STATION ON THE RIGHT.
 GK0853'
 GK0853'THE STATION MARK IS A STANDARD DISK STAMPED REDTOP 1952 SET
 GK0853'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH
 GK0853'WITH THE SURFACE OF THE GROUND.  IT IS 118 FEET SOUTH OF
 GK0853'THE CENTERLINE OF STATE HIGHWAY 117, 25 FEET WEST OF THE
 GK0853'CENTERLINE OF A GRAVELED NORTH-SOUTH ROAD, AND 10 FEET
 GK0853'NORTH-NORTHWEST OF A WHITE WITNESS POST.
 GK0853'
 GK0853'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED REDTOP
 GK0853'NO 1 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 GK0853'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST
 GK0853'OF A FENCE LINE, 22 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GK0853'NORTH-SOUTH ROAD, AND THE SAME ELEVATION AS THE STATION.
 GK0853'
 GK0853'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED REDTOP
 GK0853'NO 2 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 GK0853'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH
 GK0853'OF A FENCE LINE, 49 FEET SOUTH OF THE CENTERLINE OF STATE
 GK0853'HIGHWAY 117, AND THE SAME ELEVATION AS THE STATION.
 GK0853'
 GK0853'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF A NORTH-SOUTH
 GK0853'GRAVELED ROAD THAT LEADS PAST THE STATION.  IT IS A STANDARD
 GK0853'DISK STAMPED REDTOP 1952 SET IN THE TOP OF A 12-INCH CONCRETE
 GK0853'CYLINDER THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 GK0853'SOUTHWEST OF A GATE POST IN A FENCE LINE AND 22 FEET EAST
 GK0853'OF THE CENTERLINE OF THE ROAD.  TO REACH THE AZIMUTH MARK
 GK0853'FROM THE STATION GO SOUTH FOR 0.4 MILE TO A GATE AND THE
 GK0853'AZIMUTH MARK ON THE LEFT.
 GK0853'
 GK0853'THE SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTERLINES
 GK0853'OF STATE HIGHWAY 117 AND A GRAVELED NORTH-SOUTH ROAD.  IT
 GK0853'IS THE SAME ELEVATION AS THE STATION.
 GK0853
 GK0853                          STATION RECOVERY (1962)
 GK0853
 GK0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GK0853'STATION HAS BEEN HIT BY ROAD MACHINERY AND MOVED 3 OR 4 INCHES
 GK0853'EAST.  AS DETERMINED BY MEASUREMENTS FROM THE REFERENCE MARKS.
 GK0853
 GK0853                          STATION RECOVERY (1966)
 GK0853
 GK0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 GK0853'THE SURFACE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH
 GK0853'MARK WERE FOUND TO HAVE BEEN DESTROYED.  THE UNDER GROUND
 GK0853'STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 GK0853'GOOD CONDITION.  THE SUB-MARK WAS HELD INTACT AND A SURFACE
 GK0853'MARK WAS SET DIRECTLY OVER THE MARK.  A NEW AZIMUTH MARK
 GK0853'AND A NEW REFERENCE MARK WERE SET.
 GK0853'
 GK0853'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 GK0853'5 MILES NORTHEAST OF SPEARMAN, 5 MILES SOUTHWEST OF WAKA,
 GK0853'ALONG THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 15, IN THE
 GK0853'SOUTHWEST ANGLE OF A CROSSROAD.
 GK0853'
 GK0853'TO REACH STATION FROM THE COURT HOUSE IN SPEARMAN, GO NORTH
 GK0853'0.3 MILE TO STATE HIGHWAY 15.  TURN RIGHT, NORTHEAST, GO
 GK0853'4.4 MILES ALONG STATE HIGHWAY 15 TO A CROSSROAD AND THE STATION.
 GK0853'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 GK0853'BLACK-TOP ROAD 0.95 MILE TO MARK ON THE LEFT.
 GK0853'
 GK0853'STATION MARKS ARE STANDARD DISK.  THE SURFACE DISK IS STAMPED
 GK0853'RED TOP 1952 1966, SET IN A 12 IN X 12 IN CONCRETE POST
 GK0853'FLUSH WITH SURFACE OF THE GROUND.  IT IS 88 FEET SOUTH OF
 GK0853'STATE HIGHWAY 15 CENTER LINE, 27 FEET WEST OF THE NORTH-SOUTH
 GK0853'ROAD CENTER LINE, 35 FEET SOUTHEAST OF A POWER LINE POLE
 GK0853'NO. 22/6, AND 10 FEET NORTHWEST OF A METAL WITNESS POST.
 GK0853'THE UNDER GROUND DISK, STAMPED RED TOP 1952, IS SET IN AN
 GK0853'IRREGULAR MASS OF CONCRETE 24 INCHES BELOW SURFACE OF
 GK0853'THE GROUND.
 GK0853'
 GK0853'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED RED TOP NO 2
 GK0853'1952, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH
 GK0853'SURFACE OF GROUND.  IT IS 48 FEET SOUTH OF THE HIGHWAY CENTER
 GK0853'LINE, 87 FEET WEST OF THE POWER LINE POLE, AND 2 FEET NORTHEAST
 GK0853'OF A FENCE LINE.
 GK0853'
 GK0853'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED RED TOP 1952
 GK0853'NO 3 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 GK0853'PROJECTS 1 INCHES ABOVE GROUND.  IT IS 53 FEET SOUTH OF THE
 GK0853'HIGHWAY CENTER LINE, 41 FEET WEST OF THE NORTH-SOUTH ROAD
 GK0853'CENTER LINE, AND 4 FEET EAST OF THE POWER LINE POLE.
 GK0853'
 GK0853'AZIMUTH MARK, A STANDARD DISK, STAMPED RED TOP AZ 2 1952 1966,
 GK0853'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4
 GK0853'INCHES.  IT IS 124 FEET EAST OF THE NATURAL GAS PIPELINE CO.
 GK0853'MAST, 33 FEET SOUTH OF THE ROAD ENTRANCE CENTER LINE, 3 FEET
 GK0853'SOUTH OF A POWER LINE POLE, AND 1 FOOT NORTHWEST OF A METAL
 GK0853'WITNESS POST.
 GK0853'
 GK0853'USGS BM, A METAL TAB, STAMPED USGSBM, IN ROAD INTERSECTION.
 GK0853'
 GK0853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 GK0853'NORTHEAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1213 ***********************************************************************
 DM1213  DESIGNATION -  REDWATER
 DM1213  PID         -  DM1213
 DM1213  STATE/COUNTY-  TX/BOWIE
 DM1213  USGS QUAD   -  WRIGHT PATMAN LAKE (1975)
 DM1213
 DM1213                         *CURRENT SURVEY CONTROL
 DM1213  ___________________________________________________________________
 DM1213* NAD 83(1993)-  33 21 51.98084(N)    094 14 55.96418(W)     ADJUSTED  
 DM1213* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 DM1213  ___________________________________________________________________
 DM1213  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DM1213  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM1213
 DM1213  HORZ ORDER  -  THIRD
 DM1213
 DM1213.The horizontal coordinates were established by classical geodetic methods
 DM1213.and adjusted by the National Geodetic Survey in February 1996..
 DM1213
 DM1213.The orthometric height was scaled from a topographic map.
 DM1213
 DM1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1213
 DM1213.The geoid height was determined by GEOID03.
 DM1213
 DM1213;                    North         East     Units Scale Factor Converg.
 DM1213;SPC TXNC     - 2,196,270.037   995,487.126   MT  0.99988747   +2 19 06.7
 DM1213;SPC TXNC     - 7,205,595.95  3,266,027.35   sFT  0.99988747   +2 19 06.7
 DM1213;UTM  15      - 3,692,386.347   383,813.259   MT  0.99976643   -0 41 12.9
 DM1213
 DM1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1213!SPC TXNC     -   0.99998883  x   0.99988747  =   0.99987630
 DM1213!UTM  15      -   0.99998883  x   0.99976643  =   0.99975527
 DM1213
 DM1213|---------------------------------------------------------------------|
 DM1213| PID    Reference Object                     Distance      Geod. Az  |
 DM1213|                                                           dddmmss.s |
 DM1213| CX6155 REDWATER RM 1                        29.124 METERS 04541     |
 DM1213| CX6154 REDWATER AZ MK                                     0560824.3 |
 DM1213| CX6157 REDWATER RM 3                         9.986 METERS 17629     |
 DM1213| CX6156 REDWATER RM 2                        26.740 METERS 24212     |
 DM1213| CX6158 REDWATER RM 4                        26.395 METERS 24407     |
 DM1213| DM1243 RED RIVER ARSENAL W WATER TANK      APPROX.12.8 KM 3212615.6 |
 DM1213| DM1241 HOOKS TEXAS STATE FOREST LOT        APPROX.10.6 KM 3361521.5 |
 DM1213| DM1242 RED RIVER ARSENAL CEN WATER TK      APPROX.10.8 KM 3362122.4 |
 DM1213|---------------------------------------------------------------------|
 DM1213
 DM1213                          SUPERSEDED SURVEY CONTROL
 DM1213
 DM1213  NAD 83(1993)-  33 21 51.98216(N)    094 14 55.96344(W) AD(       ) 3
 DM1213  NAD 83(1986)-  33 21 51.98142(N)    094 14 55.94927(W) AD(       ) 3
 DM1213  NAD 27      -  33 21 51.53300(N)    094 14 55.24500(W) AD(       ) 3
 DM1213
 DM1213.Superseded values are not recommended for survey control.
 DM1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1213.See file dsdata.txt to determine how the superseded data were derived.
 DM1213
 DM1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8381392386(NAD 83)
 DM1213_MARKER: DS = TRIANGULATION STATION DISK
 DM1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1213
 DM1213  HISTORY     - Date     Condition        Report By
 DM1213  HISTORY     - 1952     MONUMENTED       CGS
 DM1213  HISTORY     - 1956     GOOD             CGS
 DM1213  HISTORY     - 1965     GOOD             CGS
 DM1213
 DM1213                          STATION DESCRIPTION
 DM1213
 DM1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1213'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF THE SMALL
 DM1213'VILLAGE OF RED WATER, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 67,
 DM1213'JUST NORTH OF A RAILROAD SPUR LINE RUNNING TO THE RED RIVER
 DM1213'ARSENAL AREA.  IT IS 76 FEET SOUTH OF THE CENTERLINE OF THE
 DM1213'HIGHWAY AND 4.5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 DM1213'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED REDWATER
 DM1213'1952.
 DM1213'
 DM1213'REFERENCE MARK NO. 1 IS 57 FEET SOUTH OF THE CENTERLINE OF THE
 DM1213'HIGHWAY.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 DM1213'STAMPED REDWATER NO 1 1952.
 DM1213'
 DM1213'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF THE CENTERLINE OF
 DM1213'THE HIGHWAY.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 DM1213'IS STAMPED REDWATER NO 2 1952.
 DM1213'
 DM1213'AZIMUTH MARK IS 65 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 DM1213'67, 2.6 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT
 DM1213'SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT
 DM1213'4 INCHES AND THE DISK IS STAMPED REDWATER 1952.
 DM1213'
 DM1213'TO REACH THE STATION FROM THE RAILROAD DEPOT IN RED WATER,
 DM1213'GO EASTERLY AND NORTH FOR 0.6 MILE TO U.S. HIGHWAY 67.  TURN
 DM1213'RIGHT AND GO EAST FOR 0.1 MILE TO STATION ON SOUTH SIDE OF
 DM1213'ROAD AS DESCRIBED.
 DM1213'
 DM1213'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 DM1213'U.S. HIGHWAY 67 FOR 0.3 MILE TO MARK ON NORTH SIDE OF ROAD
 DM1213'AS DESCRIBED.
 DM1213'
 DM1213'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1213
 DM1213                          STATION RECOVERY (1956)
 DM1213
 DM1213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1213'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1213'IN GOOD CONDITION.  LOCATION OF STATION, REFERENCE AND AZIMUTH
 DM1213'MARKS WAS AS DESCRIBED EXCEPT THAT R.M. NO. 1 IS 96 FT. ENE
 DM1213'OF STATION AND R.M. NO. 2 IS 88 FT. WSW OF STATION.
 DM1213'
 DM1213'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1213
 DM1213                          STATION RECOVERY (1965)
 DM1213
 DM1213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 DM1213'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 DM1213'CONDITION.  REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND TO BE
 DM1213'DESTROYED.  TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE
 DM1213'SET.  A COMPLETE DESCRIPTION IS AS FOLLOWS--
 DM1213'
 DM1213'THE STATION IS ABOUT 12 MILES WEST OF TEXARKANA AND 1/2 MILE
 DM1213'EAST OF REDWATER, ALONG THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 DM1213'67, ON THE HIGHEST PART OF A SMALL KNOLL.
 DM1213'
 DM1213'TO REACH THE STATION FROM THE INTERSECTION OF A RAILROAD
 DM1213'SPUR LINE CROSSING WHICH IS ABOUT 100 YARDS NORTH OF THE POST
 DM1213'OFFICE IN REDWATER, GO NORTH AND EAST ON A PAVED ROAD FOR 0.55
 DM1213'MILE TO THE JUNCTION OF U.S. HIGHWAY 67.  TURN RIGHT, GO
 DM1213'EAST ON U.S. HIGHWAY 67 FOR 0.1 MILE TO THE STATION ON THE
 DM1213'RIGHT.  TO REACH THE AZIMUTH MARK, CONTINUE ON U.S. HIGHWAY
 DM1213'67 FOR 0.35 MILE TO THE MARK ON THE LEFT.
 DM1213'
 DM1213'STATION SURFACE MARK, A STANDARD DISK STAMPED REDWATER 1952,
 DM1213'IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 DM1213'OF THE GROUND.  IT IS 75 FEET SOUTH OF THE CENTER LINE OF
 DM1213'THE HIGHWAY, 18 FEET NORTHEAST OF THE NORTH POST OF A MASTER
 DM1213'HOSTS MOTOR MOTEL SIGN, AND 1 FOOT WOUTHWEST OF A METAL WITNESS
 DM1213'POST.  THE SUB-STATION MARK WAS NOT INSPECTED.
 DM1213'
 DM1213'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED REDWATER NO 3
 DM1213'1952, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 DM1213'2 INCHES.  IT IS 2 FEET NORTH OF THE SOUTH POST OF THE MASTER
 DM1213'HOSTS MOTOR MOTEL SIGN, AND IN LINE WITH THE SIGN POSTS.
 DM1213'
 DM1213'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED REDWATER NO 4
 DM1213'1952, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 DM1213'THE SURFACE OF THE GROUND.  IT IS 64 FEET SOUTH OF THE CENTER
 DM1213'LINE OF HIGHWAY, 73 FEET NORTHWEST OF THE NORTH POST OF THE
 DM1213'MOTOR MOTEL SIGN, AND 108 FEET NORTHEAST OF A GUYED POLE
 DM1213'WHICH SUPPORTS A TV CABLE.
 DM1213'
 DM1213'AZIMUTH MARK, A STANDARD DISK STAMPED REDWATER 1952, IS SET
 DM1213'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES.
 DM1213'IT IS 65 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 2.6 FEET
 DM1213'SOUTH OF A 4 IN X 4 IN WOODEN WITNESS POST, AND 1 FOOT SOUTH
 DM1213'OF A FENCE LINE.
 DM1213'
 DM1213'NOTE--THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE
 DM1213'TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0343 ***********************************************************************
 FL0343  DESIGNATION -  REED
 FL0343  PID         -  FL0343
 FL0343  STATE/COUNTY-  TX/GRAY
 FL0343  USGS QUAD   -  ROCKLEDGE (1964)
 FL0343
 FL0343                         *CURRENT SURVEY CONTROL
 FL0343  ___________________________________________________________________
 FL0343* NAD 83(1993)-  35 11 21.58497(N)    100 48 33.25003(W)     ADJUSTED  
 FL0343* NAVD 88     -       962.024  (meters)    3156.24   (feet)  ADJUSTED  
 FL0343  ___________________________________________________________________
 FL0343  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 FL0343  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0343  DYNAMIC HT  -         960.937 (meters)    3152.67  (feet)  COMP
 FL0343  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 FL0343
 FL0343  HORZ ORDER  -  THIRD
 FL0343  VERT ORDER  -  FIRST     CLASS II
 FL0343
 FL0343.The horizontal coordinates were established by classical geodetic methods
 FL0343.and adjusted by the National Geodetic Survey in February 1996..
 FL0343
 FL0343.The orthometric height was determined by differential leveling
 FL0343.and adjusted by the National Geodetic Survey in June 1991..
 FL0343
 FL0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0343
 FL0343.The geoid height was determined by GEOID03.
 FL0343
 FL0343.The dynamic height is computed by dividing the NAVD 88
 FL0343.geopotential number by the normal gravity value computed on the
 FL0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0343.degrees latitude (g = 980.6199 gals.).
 FL0343
 FL0343.The modeled gravity was interpolated from observed gravity values.
 FL0343
 FL0343;                    North         East     Units Scale Factor Converg.
 FL0343;SPC TX N     - 1,132,159.927   262,907.358   MT  0.99991879   +0 24 01.2
 FL0343;SPC TX N     - 3,714,428.03    862,555.22   sFT  0.99991879   +0 24 01.2
 FL0343;UTM  14      - 3,895,538.333   335,276.117   MT  0.99993441   -1 02 34.3
 FL0343
 FL0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0343!SPC TX N     -   0.99985315  x   0.99991879  =   0.99977195
 FL0343!UTM  14      -   0.99985315  x   0.99993441  =   0.99978757
 FL0343
 FL0343|---------------------------------------------------------------------|
 FL0343| PID    Reference Object                     Distance      Geod. Az  |
 FL0343|                                                           dddmmss.s |
 FL0343| FL0342 REED RM 1                            14.575 METERS 04507     |
 FL0343| FL0346 REED 2                               57.979 METERS 13628     |
 FL0343| FL0348 REED 2 RM 4                                        15334     |
 FL0343| FL1995 ROCKLEDGE HUMBLE TANK               APPROX. 1.3 KM 1983809.9 |
 FL0343| FL0345 REED AZ MK                          APPROX. 1.0 KM 2341315.9 |
 FL0343| FL0344 REED RM 2                            14.175 METERS 24127     |
 FL0343|---------------------------------------------------------------------|
 FL0343
 FL0343                          SUPERSEDED SURVEY CONTROL
 FL0343
 FL0343  NAD 83(1993)-  35 11 21.58693(N)    100 48 33.24903(W) AD(       ) 3
 FL0343  NAD 83(1986)-  35 11 21.59007(N)    100 48 33.24107(W) AD(       ) 3
 FL0343  NAD 27      -  35 11 21.41100(N)    100 48 31.72600(W) AD(       ) 3
 FL0343  NGVD 29 (??/??/92)  961.626  (m)         3154.93   (f) ADJ UNCH    1 2
 FL0343
 FL0343.Superseded values are not recommended for survey control.
 FL0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0343.See file dsdata.txt to determine how the superseded data were derived.
 FL0343
 FL0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3527695538(NAD 83)
 FL0343_MARKER: DS = TRIANGULATION STATION DISK
 FL0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0343_STAMPING: REED 1951
 FL0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0343+STABILITY: SURFACE MOTION
 FL0343
 FL0343  HISTORY     - Date     Condition        Report By
 FL0343  HISTORY     - 1951     MONUMENTED       CGS
 FL0343  HISTORY     - 1953     GOOD             CGS
 FL0343  HISTORY     - 1953     GOOD             NGS
 FL0343  HISTORY     - 1955     GOOD             CGS
 FL0343  HISTORY     - 1956     GOOD             CGS
 FL0343  HISTORY     - 1973     POOR             NGS
 FL0343  HISTORY     - 1973     GOOD             NGS
 FL0343
 FL0343                          STATION DESCRIPTION
 FL0343
 FL0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL0343'THE STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 FL0343'66, 4.5 MILES WEST-SOUTHWEST OF ALANREED, 5.5 MILES EAST-NORTHEAST
 FL0343'OF THE JERICHO POST OFFICE, 36 FEET NORTH OF U.S. HIGHWAY
 FL0343'66, 6 FEET SOUTH OF AN EAST-WEST FENCE AND 2 FEET SOUTHWEST
 FL0343'OF A WITNESS POST.  THE STATION MARK IS A BRONZE DISK STAMPED
 FL0343'REED 1951 AND IS SET IN A SQUARE CONCRETE POST THAT PROJECTS 1
 FL0343'INCH.
 FL0343'
 FL0343'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 FL0343'THE MARK IS A BRONZE DISK STAMPED REED NO 1 1951 AND IS SET IN
 FL0343'A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 FL0343'
 FL0343'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 FL0343'THE MARK IS A BRONZE DISK STAMPED REED NO 2 1951 AND IS SET
 FL0343'IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 FL0343'
 FL0343'THE AZIMUTH MARK IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF U.S.
 FL0343'HIGHWAY 66, 100 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 FL0343'66, 2 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST
 FL0343'FENCE.  THE MARK IS A BRONZE DISK STAMPED REED 1951 AND IS
 FL0343'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL0343'
 FL0343'TO REACH FROM THE TRAFFIC LIGHT AT THE MAIN INTERSECTION IN
 FL0343'ALANREED, GO WESTERLY ON U.S. HIGHWAY 66 FOR 5.4 MILES TO THE
 FL0343'STATION AS DESCRIBED.  CONTINUE WEST ON HIGHWAY 66 FOR 0.5
 FL0343'MILE TO THE AZIMUTH MARK ON THE LEFT.
 FL0343
 FL0343                          STATION RECOVERY (1953)
 FL0343
 FL0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 FL0343'5.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0343'RAILROAD FROM THE STATION SIGN AT ALANREED, 271 FEET NORTHWEST
 FL0343'OF THE NORTHWEST RAIL, 61.4 FEET NORTHWEST OF THE CENTER LINE
 FL0343'OF THE NORTH TRAFFIC LANE OF U.S. HIGHWAY 66, 7.8 FEET SOUTHEAST
 FL0343'OF A FENCE, 3.5 FEET SOUTH OF A WITNESS POST, A TRIANGULATION
 FL0343'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FL0343'0.5 FOOT ABOVE THE GROUND, STAMPED REED 1951.
 FL0343'
 FL0343'REED R.M. 1 IS 47.9 FEET NORTHEAST OF TRIANGULATION STATION REED
 FL0343'1951, 68 FEET NORTHWEST OF THE CENTER LINE OF THE NORTH
 FL0343'TRAFFIC LANE OF U.S. HIGHWAY 66, 1 FOOT SOUTHEAST OF A FENCE,
 FL0343'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 FL0343'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED REED NO 1 1951.
 FL0343'
 FL0343'REED R.M. 2 IS 46.4 FEET SOUTHWEST OF TRIANGULATION STATION
 FL0343'REED 1951, 277.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 66.5
 FL0343'FEET NORTHWEST OF THE CENTER LINE OF THE NORTH TRAFFIC LANE
 FL0343'OF U.S. HIGHWAY 66, 1.2 FEET SOUTHEAST OF A FENCE, A REFERENCE
 FL0343'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 FL0343'FOOT ABOVE THE GROUND, STAMPED REED NO 2 1951.
 FL0343'
 FL0343'REED 1951 AZIMUTH IS 0.55 MILE SOUTHWEST OF TRIANGULATION
 FL0343'STATION REED 1951, 78.4 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FL0343'SOUTH TRAFFIC LANE OF U.S. HIGHWAY 66, 1.4 FEET NORTHWEST OF
 FL0343'A FENCE, 5 FEET NORTHEAST OF A WITNESS POST, AN AZIMUTH MARK
 FL0343'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 FL0343'ABOVE THE GROUND, STAMPED REED 1951.
 FL0343
 FL0343                          STATION RECOVERY (1953)
 FL0343
 FL0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FL0343'5.1 MI SW FROM ALANREED.
 FL0343'5.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0343'RAILROAD FROM THE STATION SIGN AT ALANREED, 271 FEET NORTHWEST OF THE
 FL0343'NORTHWEST RAIL, 61.4 FEET NORTHWEST OF THE CENTER LINE OF THE NORTH
 FL0343'TRAFFIC LANE OF U.S. HIGHWAY 66, 7.8 FEET SOUTHEAST OF A FENCE, 3.5
 FL0343'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0343'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- RD. CONSTR. SOON TO
 FL0343'DESTROY BM.
 FL0343
 FL0343                          STATION RECOVERY (1955)
 FL0343
 FL0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FL0343'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE RECOVERED
 FL0343'AS DESCRIBED.
 FL0343
 FL0343                          STATION RECOVERY (1956)
 FL0343
 FL0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL0343'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL0343'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL0343'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL0343
 FL0343                          STATION RECOVERY (1973)
 FL0343
 FL0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FL0343'THE STATION SUB-SURFACE MARK, REFERENCE MARKS 1 AND 2, AND THE
 FL0343'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FL0343'STATION SURFACE MARK WAS FOUND TO HAVE BEEN HIT BY HEAVY ROAD
 FL0343'MACHINERY AND WAS LOOSE.
 FL0343'
 FL0343'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE CHECKED.
 FL0343'
 FL0343'THE STATION SUB-SURFACE MARK AND REFERENCE MARKS 1 AND 2 WILL BE
 FL0343'DESTROYED IN THE FUTURE BY THE RE-CONSTRUCTION OF U. S. HIGHWAY 66,
 FL0343'E. S. 40.
 FL0343'
 FL0343'REED 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA AND A TIE WAS
 FL0343'MADE BETWEEN THE TWO STATIONS.
 FL0343'
 FL0343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ALANREED 4 MILES
 FL0343'WSW.
 FL0343
 FL0343                          STATION RECOVERY (1973)
 FL0343
 FL0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FL0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2704 ***********************************************************************
 BY2704  DESIGNATION -  REED
 BY2704  PID         -  BY2704
 BY2704  STATE/COUNTY-  TX/CHEROKEE
 BY2704  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY2704
 BY2704                         *CURRENT SURVEY CONTROL
 BY2704  ___________________________________________________________________
 BY2704* NAD 83(1993)-  31 59 46.29470(N)    095 02 20.50348(W)     ADJUSTED  
 BY2704* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 BY2704  ___________________________________________________________________
 BY2704  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BY2704  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BY2704
 BY2704  HORZ ORDER  -  SECOND
 BY2704
 BY2704.The horizontal coordinates were established by classical geodetic methods
 BY2704.and adjusted by the National Geodetic Survey in February 1996..
 BY2704
 BY2704.The orthometric height was scaled from a topographic map.
 BY2704
 BY2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2704
 BY2704.The geoid height was determined by GEOID03.
 BY2704
 BY2704;                    North         East     Units Scale Factor Converg.
 BY2704;SPC TX C     - 3,270,158.461 1,200,123.433   MT  1.00003227   +2 43 36.8
 BY2704;SPC TX C     -10,728,844.88  3,937,404.96   sFT  1.00003227   +2 43 36.8
 BY2704;SPC TXNC     - 2,041,929.801   927,005.745   MT  1.00004080   +1 53 15.3
 BY2704;SPC TXNC     - 6,699,231.36  3,041,351.35   sFT  1.00004080   +1 53 15.3
 BY2704;UTM  15      - 3,541,830.297   307,376.914   MT  1.00005760   -1 04 50.7
 BY2704
 BY2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2704!SPC TX C     -   0.99998453  x   1.00003227  =   1.00001680
 BY2704!SPC TXNC     -   0.99998453  x   1.00004080  =   1.00002533
 BY2704!UTM  15      -   0.99998453  x   1.00005760  =   1.00004213
 BY2704
 BY2704|---------------------------------------------------------------------|
 BY2704| PID    Reference Object                     Distance      Geod. Az  |
 BY2704|                                                           dddmmss.s |
 BY2704| CV9121 REED 2 RM 3                                        03516     |
 BY2704| CV9118 REED RM 1                             8.821 METERS 07448     |
 BY2704| CV9117 REED AZ MK                                         0774543.0 |
 BY2704| CV9122 REED 2 RM 4                          15.876 METERS 28313     |
 BY2704| CV9119 REED RM 2                             9.972 METERS 32535     |
 BY2704| BY2705 REED 2                                8.879 METERS 32632     |
 BY2704|---------------------------------------------------------------------|
 BY2704
 BY2704                          SUPERSEDED SURVEY CONTROL
 BY2704
 BY2704  NAD 83(1986)-  31 59 46.30430(N)    095 02 20.49003(W) AD(       ) 2
 BY2704  NAD 27      -  31 59 45.70400(N)    095 02 19.70140(W) AD(       ) 2
 BY2704
 BY2704.Superseded values are not recommended for survey control.
 BY2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2704.See file dsdata.txt to determine how the superseded data were derived.
 BY2704
 BY2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR0737741830(NAD 83)
 BY2704_MARKER: DS = TRIANGULATION STATION DISK
 BY2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2704
 BY2704  HISTORY     - Date     Condition        Report By
 BY2704  HISTORY     - 1950     MONUMENTED       CGS
 BY2704  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BY2704  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2704
 BY2704                          STATION DESCRIPTION
 BY2704
 BY2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 BY2704'STATION IS LOCATED ABOUT 18.0 MILES SOUTHWEST OF HENDERSON AND
 BY2704'3-1/2 MILES NORTHEAST OF SUMMERFIELD ALONG THE RIGHT OF WAY OF
 BY2704'U.S. HIGHWAY 79.  STATION IS 58 FEET SOUTHEAST OF THE SOUTHWEST
 BY2704'CORNER OF SMALL WHITE HOUSE AND 49 FEET NORTHWEST OF THE
 BY2704'CENTERLINE OF U.S. HIGHWAY 79.  THE MARK PROJECTS ABOUT 4 INCHES
 BY2704'AND THE DISK IS STAMPED REED 1950.
 BY2704'
 BY2704'REFERENCE MARK NO. 1 IS 50 FEET NORTHWEST OF THE CENTERLINE OF
 BY2704'HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 BY2704'STAMPED REED NO 1 1950.
 BY2704'
 BY2704'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF SOUTHWEST CORNER OF
 BY2704'HOUSE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 BY2704'STAMPED REED NO 2 1950.
 BY2704'
 BY2704'AZIMUTH MARK IS 44 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY,
 BY2704'6.5 FEET NORTHWEST OF FENCE AND 4 FEET NORTHWEST OF WITNESS
 BY2704'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 BY2704'REED 1950.
 BY2704'
 BY2704'TO REACH FROM THE SOUTHWEST CORNER OF THE BUSINESS SQUARE IN
 BY2704'HENDERSON GO SOUTH AND SOUTHWEST ON U.S. HIGHWAY 79 FOR 10.5
 BY2704'MILES TO JUNCTION OF STATE HIGHWAY 259.  CONTINUE SOUTHWEST ON
 BY2704'U.S. HIGHWAY 79 FOR 7.55 MILES TO AZIMUTH MARK ON LEFT OR
 BY2704'SOUTHEAST SIDE OF HIGHWAY.  CONTINUE SOUTHWEST FOR
 BY2704'0.5 MILE TO TOP OF GRADE AND STATION ON RIGHT.
 BY2704'
 BY2704'AN 87 FOOT SIGNAL AT STATION GUM IS V.G.
 BY2704'
 BY2704'A 60 FOOT SIGNAL AT STATION SALEM 1919 IS V.G.
 BY2704'
 BY2704'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BY2704
 BY2704                          STATION RECOVERY (1971)
 BY2704
 BY2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BY2704'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 BY2704'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 BY2704'WAS FOUND LAYING ON-TOP OF THE GROUND.  THE DISTANCE AND
 BY2704'DIRECTION TO THE AZIMUTH MARK AND REFERENCE MARK WERE VERIFIED.
 BY2704'
 BY2704'THE STATION MARK AND AZIMUTH MARK WILL BE DESTROYED IN THE NEAR
 BY2704'FUTURE BY THE RECONSTRUCTION OF U.S. HIGHWAY 79.
 BY2704'
 BY2704'REED 2 WAS ESTABLISHED NORTH-NORTHWEST OF THE STATION ON ROAD
 BY2704'RIGHT-OF-WAY.
 BY2704'
 BY2704'THIS AREA IS HEAVY WOODED, A POINT COULD NOT BE SELECTED FOR
 BY2704'REED 2 TO BE OBSERVED FROM THE 1950 AZIMUTH MARK.
 BY2704'
 BY2704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 BY2704'WSW NEW SUMMERFIELD
 BY2704
 BY2704                          STATION RECOVERY (1996)
 BY2704
 BY2704'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0680 ***********************************************************************
 EN0680  DESIGNATION -  REED
 EN0680  PID         -  EN0680
 EN0680  STATE/COUNTY-  TX/CHILDRESS
 EN0680  USGS QUAD   -  KIRKLAND SOUTH (1981)
 EN0680
 EN0680                         *CURRENT SURVEY CONTROL
 EN0680  ___________________________________________________________________
 EN0680* NAD 83(1993)-  34 19 59.10285(N)    100 07 16.45417(W)     ADJUSTED  
 EN0680* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 EN0680  ___________________________________________________________________
 EN0680  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 EN0680  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EN0680
 EN0680  HORZ ORDER  -  FIRST
 EN0680
 EN0680.The horizontal coordinates were established by classical geodetic methods
 EN0680.and adjusted by the National Geodetic Survey in February 1996..
 EN0680
 EN0680.The orthometric height was scaled from a topographic map.
 EN0680
 EN0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0680
 EN0680.The geoid height was determined by GEOID03.
 EN0680
 EN0680;                    North         East     Units Scale Factor Converg.
 EN0680;SPC TX N     - 1,037,837.751   326,884.499   MT  1.00008852   +0 47 56.6
 EN0680;SPC TX N     - 3,404,972.69  1,072,453.56   sFT  1.00008852   +0 47 56.6
 EN0680;SPC TXNC     - 2,296,858.099   450,797.072   MT  1.00012282   -0 53 03.2
 EN0680;SPC TXNC     - 7,535,608.61  1,478,990.06   sFT  1.00012282   -0 53 03.2
 EN0680;UTM  14      - 3,799,657.918   396,859.648   MT  0.99973113   -0 37 56.8
 EN0680
 EN0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0680!SPC TX N     -   0.99991588  x   1.00008852  =   1.00000439
 EN0680!SPC TXNC     -   0.99991588  x   1.00012282  =   1.00003869
 EN0680!UTM  14      -   0.99991588  x   0.99973113  =   0.99964703
 EN0680
 EN0680:                Primary Azimuth Mark                     Grid Az
 EN0680:SPC TX N     -  REED AZ MK                               003 26 24.2
 EN0680:SPC TXNC     -  REED AZ MK                               005 07 24.0
 EN0680:UTM  14      -  REED AZ MK                               004 52 17.6
 EN0680
 EN0680|---------------------------------------------------------------------|
 EN0680| PID    Reference Object                     Distance      Geod. Az  |
 EN0680|                                                           dddmmss.s |
 EN0680| CX8066 REED AZ MK                                         0041420.8 |
 EN0680| CX8067 REED RM 1                            15.105 METERS 13936     |
 EN0680| CX8068 REED RM 2                            12.708 METERS 28219     |
 EN0680|---------------------------------------------------------------------|
 EN0680
 EN0680                          SUPERSEDED SURVEY CONTROL
 EN0680
 EN0680  NAD 83(1993)-  34 19 59.10317(N)    100 07 16.45409(W) AD(       ) 1
 EN0680  NAD 83(1986)-  34 19 59.10833(N)    100 07 16.44635(W) AD(       ) 1
 EN0680  NAD 27      -  34 19 58.86900(N)    100 07 15.05261(W) AD(       ) 1
 EN0680
 EN0680.Superseded values are not recommended for survey control.
 EN0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0680.See file dsdata.txt to determine how the superseded data were derived.
 EN0680
 EN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC9686099658(NAD 83)
 EN0680_MARKER: DS = TRIANGULATION STATION DISK
 EN0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0680
 EN0680  HISTORY     - Date     Condition        Report By
 EN0680  HISTORY     - 1967     MONUMENTED       CGS
 EN0680
 EN0680                          STATION DESCRIPTION
 EN0680
 EN0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0680'THE STATION IS ABOUT 8 MILES SOUTHEAST OF CHILDRESS, 5 MILES
 EN0680'SOUTHWEST OF KIRKLAND, 1-1/2 MILES NORTH OF THE CHILDRESS-COTTLE
 EN0680'COUNTY LINE, ON THE HIGHEST POINT OF A NORTHEAST-SOUTHWEST RIDGE
 EN0680'THAT IS COVERED WITH MESQUITE BUSHES.  IT IS ON LAND OWNED BY MR.
 EN0680'W.N. REED.
 EN0680'
 EN0680'TO REACH THE STATION FROM THE COURTHOUSE IN CHILDRESS, GO
 EN0680'EAST-SOUTHEAST ON U.S. HIGHWAY 287 FOR 3.8 MILES TO A CROSSROAD,
 EN0680'TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR 1.75 MILES TO A
 EN0680'CROSSROAD.  TURN LEFT AND GO EAST ON GRADED ROAD FOR 1.35 MILES TO
 EN0680'A CATTLE GUARD AND A GRADED ROAD LEADING TO THE REED RANCH ON
 EN0680'THE RIGHT.  TURN RIGHT AND GO SOUTH ON GRADED ROAD FOR 1.85 MILE TO
 EN0680'THE RESIDENCE OF MR. M.G. JONES, FROM THE RESIDENCE OF MR.
 EN0680'JONES, GO SOUTHEAST ON TRACK ROAD FOR 0.9 MILE TO A FORK.  TAKE
 EN0680'THE RIGHT FORK, SOUTH AND EAST, FOR 0.4 MILE TO THE AZIMUTH MARK
 EN0680'ON THE LEFT.  CONTINUE SOUTHEAST, ON TRACK ROAD FOR 0.4 MILE
 EN0680'TO A BOARD GATE, PASS THROUGH THE GATE AND TURN RIGHT, WEST AND
 EN0680'SOUTHWEST ON DIM TRACK ROAD FOR 0.4 MILE TO THE HIGHEST POINT OF
 EN0680'RIDGE AND THE STATION.
 EN0680'
 EN0680'STATION MARK IS A STANDARD DISK, STAMPED REED 1967, SET IN THE TOP
 EN0680'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0680'3 INCHES.  IT IS 29.0 FEET NORTH-NORTHEAST OF THE SOUTHEAST EDGE OF
 EN0680'A BLUFF, 22.0 FEET NORTH OF A 2 FOOT HIGH CAIRN AND 3.5 FEET NORTH
 EN0680'OF A WITNESS POST.  THE UNDERGROUND MARK IS 40 INCHES BELOW THE
 EN0680'GROUND SURFACE.
 EN0680'
 EN0680'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REED NO 1 1967, CEMENTED
 EN0680'IN A DRILL HOLE IN THE TOP OF A 1 BY 1 FOOT ROCK OUTCROP, THAT
 EN0680'PROJECTS 2 INCHES.  IT IS 46.0 FEET EAST OF THE CAIRN AND 12.0 FEET
 EN0680'NORTHEAST OF THE SOUTHWEST EDGE OF BLUFF.
 EN0680'
 EN0680'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REED NO 2 1967, CEMENTED
 EN0680'IN A DRILL HOLE IN THE TOP OF AN IRREGULAR MASS OF ROCK OUTCROP,
 EN0680'THAT PROJECTS 4 FEET ON THE WEST SIDE AND FLUSH ON THE EAST SIDE.
 EN0680'IT IS 42.0 FEET NORTHWEST OF THE CAIRN, 41.0 FEET WEST OF THE
 EN0680'WITNESS POST AND 1.0 FEET EAST OF THE WEST EDGE OF BLUFF.
 EN0680'
 EN0680'AZIMUTH MARK IS A STANDARD DISK, STAMPED REED 1967, CEMENTED IN A
 EN0680'DRILL HOLE IN THE TOP OF AN IRREGULAR MASS OF ROCK OUTCROP, THAT
 EN0680'PROJECTS 3 INCHES.  IT IS 50.0 FEET NORTH-NORTHWEST OF THE
 EN0680'CENTERLINE OF A TRACK ROAD AND 4.3 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0860 ***********************************************************************
 FM0860  DESIGNATION -  REED
 FM0860  PID         -  FM0860
 FM0860  STATE/COUNTY-  TX/HARTLEY
 FM0860  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0860
 FM0860                         *CURRENT SURVEY CONTROL
 FM0860  ___________________________________________________________________
 FM0860* NAD 83(1993)-  35 48 31.93973(N)    102 14 55.62042(W)     ADJUSTED  
 FM0860* NAVD 88     -      1178.     (meters)    3865.     (feet)  VERTCON   
 FM0860  ___________________________________________________________________
 FM0860  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 FM0860  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 FM0860
 FM0860  HORZ ORDER  -  SECOND
 FM0860
 FM0860.The horizontal coordinates were established by classical geodetic methods
 FM0860.and adjusted by the National Geodetic Survey in February 1996..
 FM0860
 FM0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0860
 FM0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0860
 FM0860.The geoid height was determined by GEOID03.
 FM0860
 FM0860;                    North         East     Units Scale Factor Converg.
 FM0860;SPC TX N     - 1,200,928.837   132,329.500   MT  0.99993409   -0 26 02.2
 FM0860;SPC TX N     - 3,940,047.36    434,151.03   sFT  0.99993409   -0 26 02.2
 FM0860;UTM  13      - 3,966,243.452   748,587.922   MT  1.00036154   +1 36 37.9
 FM0860
 FM0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0860!SPC TX N     -   0.99981924  x   0.99993409  =   0.99975335
 FM0860!UTM  13      -   0.99981924  x   1.00036154  =   1.00018072
 FM0860
 FM0860|---------------------------------------------------------------------|
 FM0860| PID    Reference Object                     Distance      Geod. Az  |
 FM0860|                                                           dddmmss.s |
 FM0860| CJ8260 REED RM 3                            22.516 METERS 00221     |
 FM0860| FM0861 REED 2                                5.712 METERS 05136     |
 FM0860| CJ8258 REED RM 1                            30.035 METERS 18030     |
 FM0860| CJ8259 REED RM 2                            26.954 METERS 25852     |
 FM0860| CJ8261 REED 2 AZ MK                                       3573105.9 |
 FM0860| CJ8257 REED AZ MK                                         3573734.9 |
 FM0860|---------------------------------------------------------------------|
 FM0860
 FM0860                          SUPERSEDED SURVEY CONTROL
 FM0860
 FM0860  NAD 83(1993)-  35 48 31.93958(N)    102 14 55.61977(W) AD(       ) 2
 FM0860  NAD 83(1986)-  35 48 31.94746(N)    102 14 55.61075(W) AD(       ) 2
 FM0860  NAD 27      -  35 48 31.80700(N)    102 14 53.92800(W) AD(       ) 2
 FM0860  NGVD 29 (07/19/86) 1177.     (m)         3862.     (f) VERT ANG       
 FM0860
 FM0860.Superseded values are not recommended for survey control.
 FM0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0860.See file dsdata.txt to determine how the superseded data were derived.
 FM0860
 FM0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4858866243(NAD 83)
 FM0860_MARKER: DS = TRIANGULATION STATION DISK
 FM0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0860
 FM0860  HISTORY     - Date     Condition        Report By
 FM0860  HISTORY     - 1953     MONUMENTED       CGS
 FM0860  HISTORY     - 1956     GOOD             CGS
 FM0860  HISTORY     - 1961     GOOD             CGS
 FM0860  HISTORY     - 1963     SEE DESCRIPTION  USGS
 FM0860  HISTORY     - 1965     SEE DESCRIPTION  CGS
 FM0860  HISTORY     - 1969     SEE DESCRIPTION  CGS
 FM0860
 FM0860                          STATION DESCRIPTION
 FM0860
 FM0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0860'THE STATION IS LOCATED AT A CROSS ROAD INTERSECTION AND ALONG
 FM0860'THE EAST SIDE OF THE NORTH-SOUTH ROAD.  IT IS ABOUT 10 MILES
 FM0860'AIRLINE SOUTHEAST OF HARTLEY, ABOUT 9-1/2 MILES AIRLINE
 FM0860'NORTHEAST OF CHANNING, AND ABOUT 4 MILES SOUTH OF U.S. HIGHWAY
 FM0860'87.
 FM0860'
 FM0860'THE STATION IS A STANDARD DISK STAMPED REED 1953 AND SET IN THE
 FM0860'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 FM0860'INCHES.  IT IS 7-1/2 FEET NORTH OF A FENCE CORNER, 46 FEET
 FM0860'NORTHEAST OF THE CENTER LINE OF THE CROSS ROAD INTERSECTION,
 FM0860'AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 FM0860'
 FM0860'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED REED NO 1
 FM0860'1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FM0860'THAT PROJECTS 4 INCHES.  IT IS 62 FEET SOUTHEAST OF THE
 FM0860'CENTER LINE OF THE CROSS ROAD INTERSECTION, 1-1/2 FEET NORTH
 FM0860'OF A FENCE CORNER AND ABOUT THE SAME ELEVATION AS THE STATION.
 FM0860'
 FM0860'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED REED
 FM0860'NO 2 1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FM0860'THAT PROJECTS 2 INCHES.  IT IS 54 FEET NORTHWEST OF THE
 FM0860'CENTER LINE OF THE CROSS ROAD INTERSECTION, 1 FOOT NORTH OF
 FM0860'A FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FM0860'
 FM0860'THE AZIMUTH MARK IS A STANDARD DISK STAMPED REED 1953 AND
 FM0860'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FM0860'PROJECTS 3 INCHES.  IT IS 31 FEET WEST OF THE CENTER LINE OF THE
 FM0860'ROAD, 1 FOOT EAST OF A WIRE FENCE, AND 4-1/2 FEET SOUTH OF A POWER
 FM0860'LINE POLE.  TO REACH THE MARK FROM THE STATION GO NORTH ON THE
 FM0860'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FM0860'
 FM0860'TO REACH THE STATION FROM THE GRAIN ELEVATOR IN HARTLEY GO
 FM0860'SOUTH ON U.S HIGHWAY 87 FOR 0.6 MILE TO THE JUNCTION OF STATE
 FM0860'HIGHWAY 51 AND U.S. HIGHWAY 87.  TURN LEFT, EAST, AND FOLLOW
 FM0860'U.S. HIGHWAY 87 FOR 8.3 MILES TO A T-ROAD RIGHT.  TURN RIGHT,
 FM0860'SOUTH, AND GO 4.0 MILES TO A CROSS ROAD AND THE STATION ON
 FM0860'THE LEFT.
 FM0860'
 FM0860'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FM0860
 FM0860                          STATION RECOVERY (1956)
 FM0860
 FM0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FM0860'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FM0860'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 FM0860'STATION SITE ARE CORRECT.
 FM0860
 FM0860                          STATION RECOVERY (1961)
 FM0860
 FM0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JDM)
 FM0860'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FM0860'MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FM0860'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FM0860
 FM0860                          STATION RECOVERY (1963)
 FM0860
 FM0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0860'STATION HAS BEEN DESTROYED AND THE TABLET REMOVED.
 FM0860
 FM0860                          STATION RECOVERY (1965)
 FM0860
 FM0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 FM0860'THE STATION MARK AND REFERENCE MARK NO. 1 WERRE FOUND TO BE
 FM0860'DESTROYED.  THE UNDER GROUND STATION MARK, REFERENCE MARK NO.
 FM0860'2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A
 FM0860'NEW SURFACE STATION MARK WAS SET DIRECTLY OVER THE SUB-MARK
 FM0860'AND A NEW REFERENCE MARK WAS SET.
 FM0860'
 FM0860'THE STATION IS ABOUT 15 MILES WEST-SOUTHWEST OF DUMAS, 10
 FM0860'MILES SOUTHEAST OF HARTLEY, 4 MILES SOUTH OF U.S. HIGHWAY 87,
 FM0860'AND IN THE NORTHEAST ANGLE OF A CROSS ROAD INTERSECTION.
 FM0860'
 FM0860'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 FM0860'AND 287, IN DUMAS, GO WEST ON U.S. HIGHWAY 87 FOR 15.2 MILES
 FM0860'TO A CROSSROAD.  TURN LEFT, SOUTH, GO 3.55 MILE TO THE
 FM0860'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.35 MILE TO THE
 FM0860'STATION.
 FM0860'
 FM0860'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED
 FM0860'REED 1953 1965, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 FM0860'WITH THE SURFACE OF THE GROUND.  IT IS 38 FEET EAST OF THE
 FM0860'NORTH-SOUTH ROAD, 40 FEET NORTH OF THE EAST-WEST ROAD, 11 FEET
 FM0860'NORTH-NORTHEAST OF A CORNER FENCE POST, AND 3 FEET WEST OF A
 FM0860'METAL WITNESS POST.  THE UNDER GROUND DISK IS STAMPED REED 1953,
 FM0860'IS SET IN AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE
 FM0860'SURFACE OF THE GROUND.
 FM0860'
 FM0860'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED REED NO 2 1953,
 FM0860'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH IS ABOUT 4 INCHES
 FM0860'BELOW THE SURFACE OF GROUND.  IT IS 48 FEET WEST OF THE CENTER
 FM0860'LINE OF THE NORTH-SOUTH ROAD, 34 FEET NORTH OF THE CENTER LINE
 FM0860'OF THE EAST-WEST ROAD, AND 1 FOOT NORTHEAST OF A CORNER
 FM0860'FENCE POST.
 FM0860'
 FM0860'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED REED NO 3 1953 1965,
 FM0860'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT
 FM0860'6 INCHES.  IT IS 40 FEET EAST OF THE CENTER LINE OF THE
 FM0860'NORTH-SOUTH ROAD, 112 FEET NORTH OF THE CENTER LINE OF THE
 FM0860'EAST-WEST ROAD AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 FM0860'
 FM0860'AZIMUTH MARK, A STANDARD DISK STAMPED REED 1953, IS SET IN A
 FM0860'10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 FM0860'GROUND.  IT IS 45 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 FM0860'ROAD, 3 FEET SOUTH OF A POWER LINE POLE, AND 1.5 FEET
 FM0860'NORTHEAST OF A METAL WITNESS POST.
 FM0860
 FM0860                          STATION RECOVERY (1969)
 FM0860
 FM0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FM0860'STATION MARK, REFERENCE MARK NO. 3 AND AZIMUTH MARK WERE
 FM0860'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 FM0860'FOUND DESTROYED BY GRADER OPERATIONS.  DUE TO ROAD IMPORVEMENTS,
 FM0860'A REQUEST WAS MADE BY THE COUNTY HIGHWAY DEPARTMENT TO MOVE
 FM0860'THE STATION MARK, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK
 FM0860'OUT OF THE WAY OF CONSTRUCTION.  REED 2, REFERENCE MARK NO.
 FM0860'4 AND 5 AND A NEW AZIMUTH MARK WERE ESTABLISHED.  REED 1953
 FM0860'1965 REFERENCE MARK NO. 3 AND THE AZIMUTH MARK 1953 WERE
 FM0860'DESTROYED.
 FM0860'
 FM0860'FOR DETAILS, SEE DESCRIPTION FOR REED 2.
 FM0860'
 FM0860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. SE
 FM0860'OF HARTLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0975 ***********************************************************************
 EN0975  DESIGNATION -  REED
 EN0975  PID         -  EN0975
 EN0975  STATE/COUNTY-  TX/ARMSTRONG
 EN0975  USGS QUAD   -  LUTTRELL SPRINGS NE (1963)
 EN0975
 EN0975                         *CURRENT SURVEY CONTROL
 EN0975  ___________________________________________________________________
 EN0975* NAD 83(1993)-  34 52 59.81173(N)    101 19 57.01811(W)     ADJUSTED  
 EN0975* NAVD 88     -      1023.4    (meters)    3358.     (feet)  VERTCON   
 EN0975  ___________________________________________________________________
 EN0975  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 EN0975  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EN0975
 EN0975  HORZ ORDER  -  THIRD
 EN0975
 EN0975.The horizontal coordinates were established by classical geodetic methods
 EN0975.and adjusted by the National Geodetic Survey in February 1996..
 EN0975
 EN0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0975
 EN0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0975
 EN0975.The geoid height was determined by GEOID03.
 EN0975
 EN0975;                    North         East     Units Scale Factor Converg.
 EN0975;SPC TX N     - 1,098,002.010   215,311.280   MT  0.99995412   +0 05 49.4
 EN0975;SPC TX N     - 3,602,361.59    706,400.42   sFT  0.99995412   +0 05 49.4
 EN0975;UTM  14      - 3,862,581.819   286,832.728   MT  1.00016008   -1 20 04.1
 EN0975
 EN0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0975!SPC TX N     -   0.99984360  x   0.99995412  =   0.99979773
 EN0975!UTM  14      -   0.99984360  x   1.00016008  =   1.00000365
 EN0975
 EN0975                          SUPERSEDED SURVEY CONTROL
 EN0975
 EN0975  NAD 83(1993)-  34 52 59.81606(N)    101 19 57.01384(W) AD(       ) 3
 EN0975  NAD 83(1986)-  34 52 59.81776(N)    101 19 57.01022(W) AD(       ) 3
 EN0975  NGVD 29 (01/19/93) 1022.9    (m)         3356.     (f) VERT ANG       
 EN0975
 EN0975.Superseded values are not recommended for survey control.
 EN0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0975.See file dsdata.txt to determine how the superseded data were derived.
 EN0975
 EN0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8683362582(NAD 83)
 EN0975_MARKER: DD = SURVEY DISK
 EN0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0975+STABILITY: SURFACE MOTION
 EN0975
 EN0975  HISTORY     - Date     Condition        Report By
 EN0975  HISTORY     - 1954     MONUMENTED       USGS
 EN0975  HISTORY     - 1962     GOOD             USGS
 EN0975
 EN0975                          STATION DESCRIPTION
 EN0975
 EN0975'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EN0975'STATION LOCATED ABOUT 15.0 MI. AIRLINE SSE. OF CLAUDE AND 14.0 MI.
 EN0975'AIRLINE NE. OF WAYSIDE ON THE N. RIM OF PALO DURO CANYON, ABOUT 3
 EN0975'FT. W. OF A N-S. FENCE LINE AND 907 FT. S. OF CORRAL.
 EN0975'
 EN0975'TO REACH FROM CLAUDE POST OFFICE, GO S. ON FARM ROAD 284 8.4 MI. TO
 EN0975'JUNCTION OF FARM ROAD 1258, CONTINUE ON S. ON 284 5.0 MI. TO FARM ROAD
 EN0975'2272, TURN LEFT (E.) AND GO 2.75 MI. TO KENNEDY RANCH ON RIGHT, PASS
 EN0975'THROUGH YARD AND GO SW. ALONG TRAIL 1.2 MI. TO N-S. FENCE, PASS
 EN0975'THROUGH FENCE AND CONTINUE ON SW. 1.2 MI. TO WIRE GATE ABOUT 300 FT.
 EN0975'W. OF WINDMILL, CONTINUE ON SE. 0.2 MI. TO STATION SITE.
 EN0975'
 EN0975'RECOVERED BY USGS IN 1962.
 EN0975'
 EN0975'STATION MARK--STANDARD TABLET STAMPED---REED 1954---, SET IN TOP OF
 EN0975'CONCRETE POST PROJECTING ABOUT 0.1 FT. ABOVE GROUND.
 EN0975'
 EN0975'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---REED NO.
 EN0975'1 1954---, SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE
 EN0975'GROUND, 57.05 FT. FROM STATION BEARING S 70 00 W.
 EN0975'
 EN0975'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---REED NO.
 EN0975'2 1954---, SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.5 FT. ABOVE
 EN0975'GROUND, 70.45 FT. FROM STATION BEARING N 22 32 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0346 ***********************************************************************
 FL0346  DESIGNATION -  REED 2
 FL0346  PID         -  FL0346
 FL0346  STATE/COUNTY-  TX/GRAY
 FL0346  USGS QUAD   -  ROCKLEDGE (1964)
 FL0346
 FL0346                         *CURRENT SURVEY CONTROL
 FL0346  ___________________________________________________________________
 FL0346* NAD 83(1993)-  35 11 20.22094(N)    100 48 31.67170(W)     ADJUSTED  
 FL0346* NAVD 88     -       960.79   (+/-2cm)    3152.2    (feet)  VERTCON   
 FL0346  ___________________________________________________________________
 FL0346  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 FL0346  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0346
 FL0346  HORZ ORDER  -  THIRD
 FL0346  VERT ORDER  -  THIRD (See Below)
 FL0346
 FL0346.The horizontal coordinates were established by classical geodetic methods
 FL0346.and adjusted by the National Geodetic Survey in February 1996..
 FL0346.No horizontal observational check was made to the station.
 FL0346
 FL0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0346.The vertical order pertains to the NGVD 29 superseded value.
 FL0346
 FL0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0346
 FL0346.The geoid height was determined by GEOID03.
 FL0346
 FL0346;                    North         East     Units Scale Factor Converg.
 FL0346;SPC TX N     - 1,132,118.174   262,947.578   MT  0.99991882   +0 24 02.1
 FL0346;SPC TX N     - 3,714,291.04    862,687.18   sFT  0.99991882   +0 24 02.1
 FL0346;UTM  14      - 3,895,495.580   335,315.273   MT  0.99993425   -1 02 33.4
 FL0346
 FL0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0346!SPC TX N     -   0.99985334  x   0.99991882  =   0.99977217
 FL0346!UTM  14      -   0.99985334  x   0.99993425  =   0.99978760
 FL0346
 FL0346|---------------------------------------------------------------------|
 FL0346| PID    Reference Object                     Distance      Geod. Az  |
 FL0346|                                                           dddmmss.s |
 FL0346| FL0341 Y 354                               130.011 METERS 06222     |
 FL0346| FL0347 REED 2 RM 3                          15.131 METERS 15122     |
 FL0346| FL0349 REED 3                               17.897 METERS 17955     |
 FL0346| FL0348 REED 2 RM 4                          23.973 METERS 19853     |
 FL0346| FL0345 REED AZ MK                          APPROX. 1.0 KM 2372648.1 |
 FL0346| FL0343 REED                                 57.979 METERS 31628     |
 FL0346|---------------------------------------------------------------------|
 FL0346
 FL0346                          SUPERSEDED SURVEY CONTROL
 FL0346
 FL0346  NAD 83(1993)-  35 11 20.22289(N)    100 48 31.67071(W) AD(       ) 3
 FL0346  NAD 83(1986)-  35 11 20.22588(N)    100 48 31.66258(W) AD(       ) 3
 FL0346  NAD 27      -  35 11 20.04695(N)    100 48 30.14774(W) AD(       ) 3
 FL0346  NGVD 29 (01/29/03)  960.39   (m)         3150.9    (f) RESET       3  
 FL0346
 FL0346.Superseded values are not recommended for survey control.
 FL0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0346.See file dsdata.txt to determine how the superseded data were derived.
 FL0346
 FL0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3531595496(NAD 83)
 FL0346_MARKER: DS = TRIANGULATION STATION DISK
 FL0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0346_STAMPING: REED 2 1973
 FL0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0346+STABILITY: SURFACE MOTION
 FL0346
 FL0346  HISTORY     - Date     Condition        Report By
 FL0346  HISTORY     - 1973     MONUMENTED       NGS
 FL0346  HISTORY     - 1973     GOOD             NGS
 FL0346  HISTORY     - 1975     GOOD             NGS
 FL0346  HISTORY     - 1975     GOOD             NGS
 FL0346
 FL0346                          STATION DESCRIPTION
 FL0346
 FL0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FL0346'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST-SOUTHWEST OF MCLEAN,
 FL0346'4-1/2 MILES WEST-SOUTHWEST OF ALANREED AND ON THE SOUTH RIGHT-OF-WAY
 FL0346'OF U. S. HIGHWAY 66.
 FL0346'
 FL0346'TO REACH THE STATION FROM INTERSECTION OF U. S. HIGHWAY 66 AND STATE
 FL0346'HIGHWAY 291 IN ALANREED, GO WESTERLY ON U. S. HIGHWAY 66 FOR 4.9
 FL0346'MILES TO STATION ON THE LEFT, THIS IS JUST BEFORE REACHING A SIDE
 FL0346'ROAD ON THE LEFT AND SIGN ON THE LEFT READING ROCKLEDGE.  CONTINUE
 FL0346'WESTERLY ON U. S. HIGHWAY 66 FOR 0.45 MILE TO AZIMUTH MARK ON THE
 FL0346'LEFT.
 FL0346'
 FL0346'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 FL0346'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED REED 2 1973.  IT
 FL0346'IS 94 FEET NORTHWEST OF THE NORTH RAIL OF RAIL-ROAD TRACKS, 84 FEET
 FL0346'SOUTHEAST OF THE PRESENT CENTER-LINE OF U. S. HWY. 66, 52 FEET
 FL0346'NORTHWEST OF A TELEPHONE POLE, 36 FEET NORTHWEST OF THE CENTER
 FL0346'OF TRACK ROAD, AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 FL0346'
 FL0346'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL0346'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED REED 2
 FL0346'NO 3 1973.  IT IS 134 FEET SOUTHEAST OF THE PRESENT CENTER-LINE OF
 FL0346'U. S. HWY. 66, 43 FEET NORTHWEST OF THE NORTH RAIL OF RAILROAD
 FL0346'TRACKS, 17 FEET SOUTHEAST OF THE CENTER OF TRACK ROAD, 2 FEET WEST OF
 FL0346'A METAL WITNESS POST AND 1-FOOT NORTHWEST OF A TELEPHONE POLE.
 FL0346'
 FL0346'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL0346'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED REED 2
 FL0346'NO 4 1973.  IT IS 134 FEET SOUTHEAST OF THE CENTER-LINE OF THE
 FL0346'PRESENT U. S. HWY. 66, 49 FEET WEST OF A TELEPHONE POLE, 43 FEET
 FL0346'NORTHWEST OF THE NORTH RAIL OF RAILROAD TRACKS, 43 FEET SOUTHEAST OF
 FL0346'THE CENTER OF TRACK ROAD, AND 2 FEET NORTHEAST OF A METAL WITNESS
 FL0346'POST.
 FL0346'
 FL0346'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FL0346'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED REED 1951.  IT IS
 FL0346'78 FEET SOUTHEAST OF THE PRESENT CENTER-LINE OF THE EAST BOUND
 FL0346'TRAFFIC LANE OF U. S. HWY. 66, 2 FEET NORTH-NORTHEAST OF A METAL
 FL0346'WITNESS POST, AND 1 FOOT NORTHWEST OF THE FENCE-LINE.
 FL0346
 FL0346                          STATION RECOVERY (1973)
 FL0346
 FL0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FL0346'5 MI SW FROM ALANREED.
 FL0346'FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 291 IN
 FL0346'ALANREED, GO WESTERLY ON U.S. HIGHWAY 66 FOR 4.9 MILES TO MARK ON THE
 FL0346'LEFT.  A STANDARD TRIANGULATION SURVEY STATION DISK, SET IN THE TOP OF
 FL0346'A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 FL0346'REED 2 1973.  IT IS 94 FEET NORTHWEST OF THE NORTH RAIL OF RAILROAD
 FL0346'TRACKS, 84 FEET SOUTHEAST OF THE CENTER-LINE OF THE EAST BOUND PRESENT
 FL0346'TRAFFIC LANE OF U.S. HWY. 66, 52 FEET NORTHWEST OF A TELEPHONE POLE,
 FL0346'36 FEET NORTHWEST OF THE CENTER OF TRACK ROAD AND 2 FEET SOUTHWEST OF
 FL0346'A METAL WITNESS POST.
 FL0346
 FL0346                          STATION RECOVERY (1975)
 FL0346
 FL0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL0346'THE STATION MARK, REFERENCE MARKS NO. 3 AND 4, AND THE AZIMUTH MARK
 FL0346'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FL0346'
 FL0346'THE STATION MARK WILL BE DESTROYED BY THE CONSTRUCTION OF FRONTAGE
 FL0346'ROAD, ALONG THE SOUTH SIDE OF INTER-STATE 40.
 FL0346'
 FL0346'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 FL0346'
 FL0346'REED 3 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA AND A TRAVERSE
 FL0346'TIE MADE BETWEEN THE TWO STATIONS.
 FL0346'
 FL0346'REED 3 LINE OF SIGHT TO THE 1951 AZIMUTH MARK IS BLOCKED BY A SMALL
 FL0346'BUILDING.
 FL0346'
 FL0346'SEE DESCRIPTION TO REED 3 1975.
 FL0346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ALANREED 4-1/2
 FL0346'MILES SSW.
 FL0346
 FL0346                          STATION RECOVERY (1975)
 FL0346
 FL0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2705 ***********************************************************************
 BY2705  DESIGNATION -  REED 2
 BY2705  PID         -  BY2705
 BY2705  STATE/COUNTY-  TX/CHEROKEE
 BY2705  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY2705
 BY2705                         *CURRENT SURVEY CONTROL
 BY2705  ___________________________________________________________________
 BY2705* NAD 83(1993)-  31 59 46.53516(N)    095 02 20.69004(W)     ADJUSTED  
 BY2705* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 BY2705  ___________________________________________________________________
 BY2705  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BY2705  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BY2705
 BY2705  HORZ ORDER  -  THIRD
 BY2705
 BY2705.The horizontal coordinates were established by classical geodetic methods
 BY2705.and adjusted by the National Geodetic Survey in February 1996..
 BY2705.No horizontal observational check was made to the station.
 BY2705
 BY2705.The orthometric height was scaled from a topographic map.
 BY2705
 BY2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2705
 BY2705.The geoid height was determined by GEOID03.
 BY2705
 BY2705;                    North         East     Units Scale Factor Converg.
 BY2705;SPC TX C     - 3,270,165.626 1,200,118.189   MT  1.00003229   +2 43 36.7
 BY2705;SPC TX C     -10,728,868.39  3,937,387.76   sFT  1.00003229   +2 43 36.7
 BY2705;UTM  15      - 3,541,837.795   307,372.157   MT  1.00005762   -1 04 50.8
 BY2705
 BY2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2705!SPC TX C     -   0.99998453  x   1.00003229  =   1.00001682
 BY2705!UTM  15      -   0.99998453  x   1.00005762  =   1.00004215
 BY2705
 BY2705:                Primary Azimuth Mark                     Grid Az
 BY2705:SPC TX C     -  REED 2 AZ MK                             079 23 28.6
 BY2705:UTM  15      -  REED 2 AZ MK                             083 11 56.1
 BY2705
 BY2705|---------------------------------------------------------------------|
 BY2705| PID    Reference Object                     Distance      Geod. Az  |
 BY2705|                                                           dddmmss.s |
 BY2705| CV9120 REED 2 AZ MK                                       0820705.3 |
 BY2705| BY2704 REED                                  8.879 METERS 14632     |
 BY2705|---------------------------------------------------------------------|
 BY2705
 BY2705                          SUPERSEDED SURVEY CONTROL
 BY2705
 BY2705  NAD 83(1986)-  31 59 46.54476(N)    095 02 20.67659(W) AD(       ) 3
 BY2705  NAD 27      -  31 59 45.94448(N)    095 02 19.88792(W) AD(       ) 3
 BY2705
 BY2705.Superseded values are not recommended for survey control.
 BY2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2705.See file dsdata.txt to determine how the superseded data were derived.
 BY2705
 BY2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR0737241838(NAD 83)
 BY2705_MARKER: DS = TRIANGULATION STATION DISK
 BY2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2705
 BY2705  HISTORY     - Date     Condition        Report By
 BY2705  HISTORY     - 1971     MONUMENTED       NGS
 BY2705  HISTORY     - 1975     GOOD             TXHD
 BY2705  HISTORY     - 19960420 GOOD             USPSQD
 BY2705
 BY2705                          STATION DESCRIPTION
 BY2705
 BY2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BY2705'THE STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF HENDERSON,
 BY2705'14 MILES EAST-NORTHEAST OF JACKSONVILLE, 7 MILES NORTH-NORTHEAST
 BY2705'OF PONTA, 3-1/2 MILES EAST-NORTHEAST OF NEW SUMMERFIELD
 BY2705'AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 79.
 BY2705'
 BY2705'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BY2705'79 AND STATE HIGHWAY 110 IN NEW SUMMERFIELD, GO NORTHEASTERLY
 BY2705'ON U.S. HWY. 79 FOR 3.45 MILES TO THE TOP OF A LOW RISE AND
 BY2705'STATION ON THE LEFT.
 BY2705'
 BY2705'STATION MARKS ARE STANDARD DISKS STAMPED REED 2 1971.  THE
 BY2705'SURFACE DISK IS SET IN A SQUARE CONCRETE POST THAT IS ABOUT
 BY2705'2-INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 100 FEET
 BY2705'NORTH-NORTHWEST OF THE CENTER-LINE OF THE PROPOSED CENTER OF
 BY2705'U.S. HWY. 79, 35.4 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 BY2705'SMALL WHITE HOUSE, 25.4 FEET WEST OF A WATER-METER MAN-HOLE,
 BY2705'10 FEET NORTH-NORTHWEST OF THE CENTER OF DIRT DRIVE-WAY,
 BY2705'6.2 FEET EAST OF A TELEPHONE POLE, 4 FEET SOUTHEAST OF THE
 BY2705'SOUTHWEST CORNER OF HEDGE-ROW AND 2.6 FEET SOUTHEAST OF A
 BY2705'METAL WITNESS POST.
 BY2705'
 BY2705'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF
 BY2705'A SQUARE CONCRETE POST THAT IS ABOUT 4-INCHES BELOW THE SURFACE
 BY2705'OF THE GROUND AND THE DISK IS STAMPED REED NO 2 1950.  IT IS
 BY2705'AT AND UNDER THE SOUTHWEST CORNER OF HEDGE-ROW, 4.6 FEET
 BY2705'EAST-NORTHEAST OF TELEPHONE POLE AND 2.4 FEET NORTH OF A METAL
 BY2705'WITNESS POST.
 BY2705'
 BY2705'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF
 BY2705'A SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 BY2705'GROUND AND THE DISK IS STAMPED REED 2 NO 3 1971.  IT IS
 BY2705'27.6 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF SMALL
 BY2705'WHITE HOUSE, 16 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER
 BY2705'OF HEDGE-ROW, 15.4 FEET EAST-NORTHEAST OF A WATER-METER
 BY2705'MAN-HOLE, AND 2 FEET SOUTH-SOUTHEAST OF HEDGE-ROW.
 BY2705'
 BY2705'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF
 BY2705'A SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 BY2705'GROUND AND THE DISK IS STAMPED REED 2 NO 4 1971.  IT IS 44
 BY2705'FEET NORTHEAST OF A TELEPHONE CABLE ROUTE UNDER-GROUND SIGN
 BY2705'POST, 33 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 BY2705'HEDGE-ROW, 29 FEET WEST-SOUTHWEST OF A TELEPHONE POLE AND 57 FEET
 BY2705'NORTHEAST OF A TELEPHONE POLE.
 BY2705'
 BY2705'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 BY2705'CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND THE DISK IS
 BY2705'STAMPED REED 2 1971.  IT IS 85 FEET EAST-NORTHEAST OF A
 BY2705'HI-LINE POLE, 60 FEET SOUTHEAST OF THE PROPOSED CENTER-LINE
 BY2705'OF HIGHWAY, 39 FEET EAST-NORTHEAST OF FENCE CORNER, 1 FOOT
 BY2705'NORTHWEST OF FENCE-LINE AND 1.7 FEET WEST OF A METAL WITNESS
 BY2705'POST.
 BY2705'
 BY2705'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-NORTHEASTERLY
 BY2705'ON U.S. HIGHWAY 79 FOR 0.3 MILE TO A TRACK ROAD ON THE RIGHT,
 BY2705'ALSO FENCE-CORNER ON THE RIGHT AND THE AZIMUTH MARK ON THE
 BY2705'RIGHT.
 BY2705
 BY2705                          STATION RECOVERY (1975)
 BY2705
 BY2705'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (CLJ)
 BY2705'REED NO. 2 1971 RECOVERED GOOD.
 BY2705'
 BY2705'RMS NO. 3 AND 4 RECOVERED GOOD.
 BY2705'
 BY2705'1971 DESCRIPTION IS ADEQUATE FOR LOCATING STATION.  THE STATION WAS
 BY2705'FOUND APPROXIMATELY 6 INCHES BELOW SURFACE OF THE GROUND.
 BY2705'
 BY2705'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 W.S.W. OF
 BY2705'SUMMERFIELD.
 BY2705
 BY2705                          STATION RECOVERY (1996)
 BY2705
 BY2705'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0861 ***********************************************************************
 FM0861  DESIGNATION -  REED 2
 FM0861  PID         -  FM0861
 FM0861  STATE/COUNTY-  TX/HARTLEY
 FM0861  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0861
 FM0861                         *CURRENT SURVEY CONTROL
 FM0861  ___________________________________________________________________
 FM0861* NAD 83(1993)-  35 48 32.05483(N)    102 14 55.44209(W)     ADJUSTED  
 FM0861* NAVD 88     -      1178.     (meters)    3865.     (feet)  SCALED    
 FM0861  ___________________________________________________________________
 FM0861  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 FM0861  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 FM0861
 FM0861  HORZ ORDER  -  THIRD
 FM0861
 FM0861.The horizontal coordinates were established by classical geodetic methods
 FM0861.and adjusted by the National Geodetic Survey in February 1996..
 FM0861.No horizontal observational check was made to the station.
 FM0861
 FM0861.The orthometric height was scaled from a topographic map.
 FM0861
 FM0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0861
 FM0861.The geoid height was determined by GEOID03.
 FM0861
 FM0861;                    North         East     Units Scale Factor Converg.
 FM0861;SPC TX N     - 1,200,932.350   132,334.004   MT  0.99993409   -0 26 02.1
 FM0861;SPC TX N     - 3,940,058.88    434,165.81   sFT  0.99993409   -0 26 02.1
 FM0861;UTM  13      - 3,966,247.125   748,592.300   MT  1.00036157   +1 36 38.0
 FM0861
 FM0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0861!SPC TX N     -   0.99981924  x   0.99993409  =   0.99975335
 FM0861!UTM  13      -   0.99981924  x   1.00036157  =   1.00018075
 FM0861
 FM0861|---------------------------------------------------------------------|
 FM0861| PID    Reference Object                     Distance      Geod. Az  |
 FM0861|                                                           dddmmss.s |
 FM0861| CJ8262 REED 2 RM 4                          13.433 METERS 00035     |
 FM0861| CJ8263 REED 2 RM 5                          17.184 METERS 11522     |
 FM0861| FM0860 REED                                  5.712 METERS 23136     |
 FM0861| CJ8261 REED 2 AZ MK                                       3570134.8 |
 FM0861|---------------------------------------------------------------------|
 FM0861
 FM0861                          SUPERSEDED SURVEY CONTROL
 FM0861
 FM0861  NAD 83(1993)-  35 48 32.05467(N)    102 14 55.44144(W) AD(       ) 3
 FM0861  NAD 83(1986)-  35 48 32.06255(N)    102 14 55.43243(W) AD(       ) 3
 FM0861  NAD 27      -  35 48 31.92210(N)    102 14 53.74966(W) AD(       ) 3
 FM0861
 FM0861.Superseded values are not recommended for survey control.
 FM0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0861.See file dsdata.txt to determine how the superseded data were derived.
 FM0861
 FM0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4859266247(NAD 83)
 FM0861_MARKER: DS = TRIANGULATION STATION DISK
 FM0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FM0861
 FM0861  HISTORY     - Date     Condition        Report By
 FM0861  HISTORY     - 1969     MONUMENTED       CGS
 FM0861  HISTORY     - 1973     GOOD             USAF
 FM0861
 FM0861                          STATION DESCRIPTION
 FM0861
 FM0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FM0861'STATION IS LOCATED NEAR THE INTERSECTION OF TWO COUNTY ROADS
 FM0861'ABOUT 10 MILES SOUTHEAST OF HARTLEY, ABOUT 9-1/2 MILES NORTHEAST
 FM0861'OF CHANNING, ABOUT 4 MILES SOUTH OF U.S. HIGHWAY 87 AND ON LAND
 FM0861'OWNED BY G.I. EDLIN.
 FM0861'
 FM0861'STATION, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 FM0861'POST AND STAMPED REED 2 1969, IS 50-1/2 FEET NORTH OF AN
 FM0861'EAST-WEST ROAD, 50 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 FM0861'ROAD, 22-1/2 FEET NORTH OF FENCE CORNER AND 1 FOOT SOUTH OF A
 FM0861'METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 FM0861'
 FM0861'TO REACH FROM THE POST OFFICE IN HARTLEY, GO SOUTHEASTERLY AND
 FM0861'EASTERLY ON U.S. HIGHWAY 87 FOR 9.5 MILES TO CROSSROADS, TURN
 FM0861'RIGHT AND GO SOUTH ON COUNTY ROAD FOR 3.9 MILES TO AZIMUTH
 FM0861'MARK ON RIGHT, CONTINUE SOUTH FOR 0.3 MILE TO CROSSROADS AND
 FM0861'STATION ON LEFT AS DESCRIBED.
 FM0861'
 FM0861'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A
 FM0861'ROUND CONCRETE POST AND STAMPED REED 2 NO 4 1969, IS 94-1/2
 FM0861'FEET NORTH OF AN EAST-WEST ROAD, 67 FEET NORTH OF A FENCE
 FM0861'CORNER AND 50 FEET EAST OF A NORTH-SOUTH ROAD.  THE MARK
 FM0861'PROJECTS 4 INCHES.
 FM0861'
 FM0861'REFERENCE MARK NO. 5, A STANDARD DISK SET IN THE TOP OF A
 FM0861'ROUND CONCRETE POST AND STAMPED REED 2 NO 5 1969, IS 50 FEET
 FM0861'EAST OF A FENCE CORNER, 28 FEET NORTH OF AN EAST-WEST ROAD
 FM0861'AND 2 FEET EAST OF A GATE POST.  THE MARK PROJECTS 3 INCHES.
 FM0861'
 FM0861'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND
 FM0861'CONCRETE POST AND STAMPED REED 2 1969, IS 50 FEET WEST OF THE
 FM0861'CENTERLINE OF A NORTH-SOUTH ROAD AND 1 FOOT SOUTH OF A WITNESS
 FM0861'POST.  THE MARK PROJECTS 2 INCHES.
 FM0861
 FM0861                          STATION RECOVERY (1973)
 FM0861
 FM0861'RECOVERY NOTE BY US AIR FORCE 1973
 FM0861'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A COMPLETE
 FM0861'DESCRIPTION FOLLOWS--
 FM0861'
 FM0861'TO REACH FROM THE POST OFFICE IN HARTLEY, GO SOUTHEASTERLY AND
 FM0861'EASTERLY ON U.S. HIGHWAY 87 FOR 9.5 MILES TO CROSSROADS, TURN
 FM0861'RIGHT AND GO SOUTH ON COUNTY ROAD FOR 3.9 MILES TO AZIMUTH
 FM0861'MARK ON RIGHT, CONTINUE SOUTH FOR 0.3 MILE TO CROSSROADS
 FM0861'AND STATION ON THE LEFT.  STATION, A STANDARD DISK SET IN THE
 FM0861'TOP OF A ROUND CONCRETE POST STAMPED REED 2 1969, IS 50-1/2
 FM0861'FEET NORTH OF AN EAST-WEST ROAD, 50 FEET EAST OF THE
 FM0861'CENTERLINE OF NORTH-SOUTH ROAD, 22-1/2 FEET NORTH OF FENCE
 FM0861'CORNER AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MARK
 FM0861'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0347 ***********************************************************************
 FL0347  DESIGNATION -  REED 2 RM 3
 FL0347  PID         -  FL0347
 FL0347  STATE/COUNTY-  TX/GRAY
 FL0347  USGS QUAD   -  ROCKLEDGE (1964)
 FL0347
 FL0347                         *CURRENT SURVEY CONTROL
 FL0347  ___________________________________________________________________
 FL0347* NAD 83(1986)-  35 11 20.     (N)    100 48 29.     (W)     SCALED    
 FL0347* NAVD 88     -       961.26   (+/-2cm)    3153.7    (feet)  VERTCON   
 FL0347  ___________________________________________________________________
 FL0347  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0347
 FL0347  VERT ORDER  -  THIRD (See Below)
 FL0347
 FL0347.The horizontal coordinates were scaled from a topographic map and have
 FL0347.an estimated accuracy of +/- 6 seconds.
 FL0347
 FL0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0347.The vertical order pertains to the NGVD 29 superseded value.
 FL0347
 FL0347.The geoid height was determined by GEOID03.
 FL0347
 FL0347;                    North         East    Units  Estimated Accuracy
 FL0347;SPC TX N     - 1,132,110.      263,020.      MT  (+/- 180 meters Scaled)
 FL0347
 FL0347                          SUPERSEDED SURVEY CONTROL
 FL0347
 FL0347  NGVD 29 (01/29/03)  960.86   (m)         3152.4    (f) RESET       3  
 FL0347
 FL0347.Superseded values are not recommended for survey control.
 FL0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0347.See file dsdata.txt to determine how the superseded data were derived.
 FL0347
 FL0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD353954(NAD 83)
 FL0347_MARKER: DR = REFERENCE MARK DISK
 FL0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0347_STAMPING: REED 2 NO 3 1972
 FL0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0347+STABILITY: SURFACE MOTION
 FL0347
 FL0347  HISTORY     - Date     Condition        Report By
 FL0347  HISTORY     - 1973     MONUMENTED       NGS
 FL0347  HISTORY     - 1973     GOOD             NGS
 FL0347
 FL0347                          STATION DESCRIPTION
 FL0347
 FL0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FL0347'5 MI SW FROM ALANREED.
 FL0347'FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 291 IN
 FL0347'ALANREED, GO WESTERLY ON U.S. HIGHWAY 66 FOR 4.9 MILES TO MARK ON THE
 FL0347'LEFT.  A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A ROUND
 FL0347'CONCRETE POST, THAT PROJECTS 6-INCHES AND IS STAMPED REED 2 NO 3 1972.
 FL0347'IT IS 134 FEET SOUTHEAST OF THE PRESENT CENTER-LINE OF THE EAST BOUND
 FL0347'TRAFFIC LANE OF U.S. HIGHWAY 66, 43 FEET NORTHWEST OF THE NORTH RAIL
 FL0347'OF THE RAILROAD TRACKS, 17 FEET SOUTHEAST OF THE CENTER OF TRACK ROAD,
 FL0347'2 FEET WEST OF A METAL WITNESS POST AND 1-FOOT NORTHWEST OF A
 FL0347'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0348 ***********************************************************************
 FL0348  DESIGNATION -  REED 2 RM 4
 FL0348  PID         -  FL0348
 FL0348  STATE/COUNTY-  TX/GRAY
 FL0348  USGS QUAD   -  ROCKLEDGE (1964)
 FL0348
 FL0348                         *CURRENT SURVEY CONTROL
 FL0348  ___________________________________________________________________
 FL0348* NAD 83(1986)-  35 11 20.     (N)    100 48 29.     (W)     SCALED    
 FL0348* NAVD 88     -       961.55   (+/-2cm)    3154.7    (feet)  VERTCON   
 FL0348  ___________________________________________________________________
 FL0348  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0348
 FL0348  VERT ORDER  -  THIRD (See Below)
 FL0348
 FL0348.The horizontal coordinates were scaled from a topographic map and have
 FL0348.an estimated accuracy of +/- 6 seconds.
 FL0348
 FL0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0348.The vertical order pertains to the NGVD 29 superseded value.
 FL0348
 FL0348.The geoid height was determined by GEOID03.
 FL0348
 FL0348;                    North         East    Units  Estimated Accuracy
 FL0348;SPC TX N     - 1,132,110.      263,020.      MT  (+/- 180 meters Scaled)
 FL0348
 FL0348                          SUPERSEDED SURVEY CONTROL
 FL0348
 FL0348  NGVD 29 (01/29/03)  961.14   (m)         3153.3    (f) RESET       3  
 FL0348
 FL0348.Superseded values are not recommended for survey control.
 FL0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0348.See file dsdata.txt to determine how the superseded data were derived.
 FL0348
 FL0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD353954(NAD 83)
 FL0348_MARKER: DR = REFERENCE MARK DISK
 FL0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0348_STAMPING: REED 2 NO 4 1973
 FL0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0348+STABILITY: SURFACE MOTION
 FL0348
 FL0348  HISTORY     - Date     Condition        Report By
 FL0348  HISTORY     - 1973     MONUMENTED       NGS
 FL0348
 FL0348                          STATION DESCRIPTION
 FL0348
 FL0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FL0348'5 MI SW FROM ALANREED.
 FL0348'FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 291 IN
 FL0348'ALANREED, GO WESTERLY ON U.S. HIGHWAY 66 FOR 4.9 MILES TO MARK ON THE
 FL0348'LEFT.  A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A ROUND
 FL0348'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED REED 2 NO 4
 FL0348'1973.  IT IS 134 FEET SOUTHEAST OF THE PRESENT CENTER-LINE OF THE EAST
 FL0348'BOUND TRAFFIC LANE OF U.S. HWY. 66, 43 FEET NORTHWEST OF THE NORTH
 FL0348'RAIL OF THE RAILROAD TRACKS, 43 FEET SOUTHEAST OF THE CENTER OF A
 FL0348'TRACK ROAD, 49 FEET WEST OF A TELEPHONE POLE, AND 2 FEET NORTHEAST OF
 FL0348'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0349 ***********************************************************************
 FL0349  DESIGNATION -  REED 3
 FL0349  PID         -  FL0349
 FL0349  STATE/COUNTY-  TX/GRAY
 FL0349  USGS QUAD   -  ROCKLEDGE (1964)
 FL0349
 FL0349                         *CURRENT SURVEY CONTROL
 FL0349  ___________________________________________________________________
 FL0349* NAD 83(1993)-  35 11 19.64022(N)    100 48 31.67057(W)     ADJUSTED  
 FL0349* NAVD 88     -       961.50   (+/-2cm)    3154.5    (feet)  VERTCON   
 FL0349  ___________________________________________________________________
 FL0349  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 FL0349  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0349
 FL0349  HORZ ORDER  -  THIRD
 FL0349  VERT ORDER  -  THIRD ? (See Below)
 FL0349
 FL0349.The horizontal coordinates were established by classical geodetic methods
 FL0349.and adjusted by the National Geodetic Survey in February 1996..
 FL0349.No horizontal observational check was made to the station.
 FL0349
 FL0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0349.The vertical order pertains to the NGVD 29 superseded value.
 FL0349
 FL0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0349
 FL0349.The geoid height was determined by GEOID03.
 FL0349
 FL0349;                    North         East     Units Scale Factor Converg.
 FL0349;SPC TX N     - 1,132,100.279   262,947.732   MT  0.99991883   +0 24 02.1
 FL0349;SPC TX N     - 3,714,232.33    862,687.68   sFT  0.99991883   +0 24 02.1
 FL0349;UTM  14      - 3,895,477.687   335,314.976   MT  0.99993425   -1 02 33.3
 FL0349
 FL0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0349!SPC TX N     -   0.99985323  x   0.99991883  =   0.99977207
 FL0349!UTM  14      -   0.99985323  x   0.99993425  =   0.99978749
 FL0349
 FL0349|---------------------------------------------------------------------|
 FL0349| PID    Reference Object                     Distance      Geod. Az  |
 FL0349|                                                           dddmmss.s |
 FL0349| FL0341 Y 354                               139.194 METERS 05549     |
 FL0349| CL3836 REED 3 RM 5                                        05728     |
 FL0349| FL0326 ALANREED                            APPROX. 6.6 KM 0635117.5 |
 FL0349| FL0351 REED 3 RM 6                           9.141 METERS 23824     |
 FL0349| FL0346 REED 2                               17.897 METERS 35955     |
 FL0349|---------------------------------------------------------------------|
 FL0349
 FL0349                          SUPERSEDED SURVEY CONTROL
 FL0349
 FL0349  NAD 83(1993)-  35 11 19.64218(N)    100 48 31.66957(W) AD(       ) 3
 FL0349  NAD 83(1986)-  35 11 19.64516(N)    100 48 31.66145(W) AD(       ) 3
 FL0349  NAD 27      -  35 11 19.46618(N)    100 48 30.14656(W) AD(       ) 3
 FL0349  NGVD 29 (07/19/86)  961.10   (m)         3153.2    (f) LEVELING    3  
 FL0349
 FL0349.Superseded values are not recommended for survey control.
 FL0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0349.See file dsdata.txt to determine how the superseded data were derived.
 FL0349
 FL0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3531595478(NAD 83)
 FL0349_MARKER: DS = TRIANGULATION STATION DISK
 FL0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0349_STAMPING: REED 3 1975
 FL0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0349+STABILITY: SURFACE MOTION
 FL0349
 FL0349  HISTORY     - Date     Condition        Report By
 FL0349  HISTORY     - 1975     MONUMENTED       NGS
 FL0349  HISTORY     - 1975     GOOD             NGS
 FL0349
 FL0349                          STATION DESCRIPTION
 FL0349
 FL0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL0349'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST-SOUTHWEST OF MCLEAN,
 FL0349'4-1/2 MILES WEST-SOUTHWEST OF ALANREED AND ALONG THE SOUTH
 FL0349'RIGHT-OF-WAY OF INTER-STATE 40.  (U.S. HWY. 66)
 FL0349'
 FL0349'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66,
 FL0349'(INTER-STATE 40) AND STATE HIGHWAY 291 IN ALANREED, GO WESTERLY ON
 FL0349'U.S. HIGHWAY 66 FOR 4.9 MILES TO STATION ON THE LEFT.  THIS IS JUST
 FL0349'BEFORE REACHING A SIDE ROAD ON THE LEFT AND SIGN ON LEFT READING
 FL0349'ROCKLEDGE.
 FL0349'
 FL0349'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 FL0349'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED REED 3 1975.  IT
 FL0349'IS 43 FEET NORTH OF THE NORTH RAIL OF RAIL-ROAD TRACKS, 28 FEET WEST
 FL0349'OF A TELEPHONE POLE, 4 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY OF
 FL0349'HIGHWAY AND 2 FEET EAST OF A METAL WITNESS POST.
 FL0349'
 FL0349'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL0349'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED REED 3
 FL0349'NO 3 1975.  IT IS 43 FEET NORTH OF THE NORTH RAIL OF RAIL-ROAD
 FL0349'TRACKS, 4 FEET SOUTH OF THE SOUTH EDGE OF RIGHT-OF-WAY OF HIGHWAY,
 FL0349'2.6 FEET WEST OF A METAL WITNESS POST AND 1-FOOT NORTH OF A
 FL0349'TELEPHONE POLE.
 FL0349'
 FL0349'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL0349'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED REED 3
 FL0349'NO 4 1975.  IT IS 58 FEET WEST OF A TELEPHONE POLE, 43 FEET NORTH
 FL0349'OF THE NORTH RAIL OF RAIL-ROAD TRACKS, 4 FEET SOUTH OF THE SOUTH
 FL0349'EDGE OF RIGHT-OF-WAY OF HIGHWAY AND 2 FEET EAST OF A METAL WITNESS
 FL0349'POST.
 FL0349'
 FL0349'BENCH MARK Y 354 1953 IS A STANDARD DISK, SET IN THE TOP OF A
 FL0349'ROUND CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED
 FL0349'Y 354 1953.  IT IS 81 FEET EAST-SOUTHEAST OF A WARNING SIGN POST,
 FL0349'FOR BURIED CABLE-LINE, 44 FEET NORTH OF THE NORTH RAIL OF
 FL0349'RAIL-ROAD TRACKS, 21 FEET WEST OF A TELEPHONE POLE, 9 FEET SOUTH
 FL0349'OF THE SOUTH EDGE OF RIGHT-OF-WAY OF HIGHWAY, 1.6 FEET NORTHEAST
 FL0349'OF A METAL WITNESS POST AND 2-1/4 TELEPHONE POLES WEST OF
 FL0349'MILE-POST NO. 701.
 FL0349'
 FL0349'TO REACH BENCH MARK Y 354 1953 (AZI. MK.) FROM THE STATION, GO
 FL0349'EASTERLY ALONG THE SOUTH EDGE OF RIGHT-OF-WAY OF HIGHWAY FOR 0.1
 FL0349'MILE TO MARK.
 FL0349'
 FL0349'NEAREST TOWN--ALANREED.
 FL0349'
 FL0349'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL0349
 FL0349                          STATION RECOVERY (1975)
 FL0349
 FL0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0349'5 MI SW FROM ALANREED.
 FL0349'FROM THE INTERSECTION OF U.S. HIGHWAY 66 (INTER-STATE 40) AND STATE
 FL0349'HIGHWAY 291, IN ALANREED.  GO WESTERLY ON U.S. HIGHWAY 66 FOR 4.9
 FL0349'MILES TO MARK ON THE LEFT.  A STANDARD TRIANGULATION DISK, THAT IS SET
 FL0349'IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES. IT
 FL0349'IS 43 FEET NORTH OF THE NORTH RAIL OF RAIL-ROAD TRACKS, 28 FEET WEST
 FL0349'OF A TELEPHONE POLE, 4 FEET SOUTH OF THE SOUTH EDGE OF THE
 FL0349'RIGHT-OF-WAY OF HIGHWAY AND 2 FEET EAST OF A METAL WITNESS POST.
 FL0349'ELEVATION DETERMINED FROM REED 2 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0345 ***********************************************************************
 FL0345  DESIGNATION -  REED AZ MK
 FL0345  PID         -  FL0345
 FL0345  STATE/COUNTY-  TX/GRAY
 FL0345  USGS QUAD   -  ROCKLEDGE (1964)
 FL0345
 FL0345                         *CURRENT SURVEY CONTROL
 FL0345  ___________________________________________________________________
 FL0345* NAD 83(1993)-  35 11 02.39136(N)    100 49 05.68861(W)     ADJUSTED  
 FL0345* NAVD 88     -       963.076  (meters)    3159.69   (feet)  ADJUSTED  
 FL0345  ___________________________________________________________________
 FL0345  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 FL0345  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0345  DYNAMIC HT  -         961.985 (meters)    3156.11  (feet)  COMP
 FL0345  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 FL0345
 FL0345  HORZ ORDER  -  THIRD
 FL0345  VERT ORDER  -  FIRST     CLASS II
 FL0345
 FL0345.The horizontal coordinates were established by classical geodetic methods
 FL0345.and adjusted by the National Geodetic Survey in February 1996..
 FL0345
 FL0345.The orthometric height was determined by differential leveling
 FL0345.and adjusted by the National Geodetic Survey in June 1991..
 FL0345
 FL0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0345
 FL0345.The geoid height was determined by GEOID03.
 FL0345
 FL0345.The dynamic height is computed by dividing the NAVD 88
 FL0345.geopotential number by the normal gravity value computed on the
 FL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0345.degrees latitude (g = 980.6199 gals.).
 FL0345
 FL0345.The modeled gravity was interpolated from observed gravity values.
 FL0345
 FL0345;                    North         East     Units Scale Factor Converg.
 FL0345;SPC TX N     - 1,131,562.788   262,090.850   MT  0.99991916   +0 23 42.4
 FL0345;SPC TX N     - 3,712,468.91    859,876.40   sFT  0.99991916   +0 23 42.4
 FL0345;UTM  14      - 3,894,961.937   334,444.815   MT  0.99993779   -1 02 52.5
 FL0345
 FL0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0345!SPC TX N     -   0.99985299  x   0.99991916  =   0.99977216
 FL0345!UTM  14      -   0.99985299  x   0.99993779  =   0.99979078
 FL0345
 FL0345:                Primary Azimuth Mark                     Grid Az
 FL0345:SPC TX N     -  REED                                     053 49 14.8
 FL0345:UTM  14      -  REED                                     055 15 49.7
 FL0345
 FL0345|---------------------------------------------------------------------|
 FL0345| PID    Reference Object                     Distance      Geod. Az  |
 FL0345|                                                           dddmmss.s |
 FL0345| FL0343 REED                                APPROX. 1.0 KM 0541257.2 |
 FL0345| FL0346 REED 2                              APPROX. 1.0 KM 0572628.5 |
 FL0345|---------------------------------------------------------------------|
 FL0345
 FL0345                          SUPERSEDED SURVEY CONTROL
 FL0345
 FL0345  NAD 83(1993)-  35 11 02.39334(N)    100 49 05.68762(W) AD(       ) 3
 FL0345  NAD 83(1986)-  35 11 02.39641(N)    100 49 05.67962(W) AD(       ) 3
 FL0345  NAD 27      -  35 11 02.21674(N)    100 49 04.16355(W) AD(       ) 3
 FL0345  NGVD 29 (??/??/92)  962.673  (m)         3158.37   (f) ADJ UNCH    1 2
 FL0345
 FL0345.Superseded values are not recommended for survey control.
 FL0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0345.See file dsdata.txt to determine how the superseded data were derived.
 FL0345
 FL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3444594962(NAD 83)
 FL0345_MARKER: DZ = AZIMUTH MARK DISK
 FL0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0345_STAMPING: REED 1951
 FL0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0345+STABILITY: SURFACE MOTION
 FL0345
 FL0345  HISTORY     - Date     Condition        Report By
 FL0345  HISTORY     - 1951     MONUMENTED       CGS
 FL0345  HISTORY     - 1953     GOOD             NGS
 FL0345  HISTORY     - 1973     GOOD             NGS
 FL0345  HISTORY     - 1973     GOOD             NGS
 FL0345
 FL0345                          STATION DESCRIPTION
 FL0345
 FL0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0345'5.65 MI SW FROM ALANREED.
 FL0345'5.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0345'RAILROAD FROM THE STATION SIGN AT ALANREED, THENCE 0.55 MILE SOUTHWEST
 FL0345'ALONG U.S. HIGHWAY 66, 78.4 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FL0345'SOUTH TRAFFIC LANE OF THE HIGHWAY, 1.4 FEET NORTHWEST OF A FENCE, 5
 FL0345'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FL0345'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FL0345
 FL0345                          STATION RECOVERY (1973)
 FL0345
 FL0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FL0345'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FL0345'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED REED 1951.  IT IS
 FL0345'78 FEET SOUTHEAST OF THE PRESENT CENTER-LINE OF THE EAST BOUND
 FL0345'TRAFFIC LANE OF U. S. HWY. 66, 2 FEET NORTH-NORTHEAST OF A METAL
 FL0345'WITNESS POST, AND 1 FOOT NORTHWEST OF THE FENCE-LINE.
 FL0345
 FL0345                          STATION RECOVERY (1973)
 FL0345
 FL0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FL0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0931 ***********************************************************************
 CB0931  DESIGNATION -  REED ET
 CB0931  PID         -  CB0931
 CB0931  STATE/COUNTY-  TX/STERLING
 CB0931  USGS QUAD   -  SAND BLUFF DRAW (1978)
 CB0931
 CB0931                         *CURRENT SURVEY CONTROL
 CB0931  ___________________________________________________________________
 CB0931* NAD 83(1993)-  31 56 54.53696(N)    101 13 37.70634(W)     ADJUSTED  
 CB0931* NAVD 88     -       825.8    (meters)    2709.     (feet)  VERTCON   
 CB0931  ___________________________________________________________________
 CB0931  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 CB0931  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 CB0931
 CB0931  HORZ ORDER  -  THIRD
 CB0931
 CB0931.The horizontal coordinates were established by classical geodetic methods
 CB0931.and adjusted by the National Geodetic Survey in February 1996..
 CB0931
 CB0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0931
 CB0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0931
 CB0931.The geoid height was determined by GEOID03.
 CB0931
 CB0931;                    North         East     Units Scale Factor Converg.
 CB0931;SPC TX C     - 3,253,303.951   615,493.524   MT  1.00001815   -0 27 37.3
 CB0931;SPC TX C     -10,673,548.05  2,019,331.67   sFT  1.00001815   -0 27 37.3
 CB0931;UTM  14      - 3,536,890.994   289,493.621   MT  1.00014653   -1 10 44.2
 CB0931
 CB0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0931!SPC TX C     -   0.99987423  x   1.00001815  =   0.99989238
 CB0931!UTM  14      -   0.99987423  x   1.00014653  =   1.00002075
 CB0931
 CB0931:                Primary Azimuth Mark                     Grid Az
 CB0931:SPC TX C     -  LESTER ET                                304 44 25.9
 CB0931:UTM  14      -  LESTER ET                                305 27 32.8
 CB0931
 CB0931|---------------------------------------------------------------------|
 CB0931| PID    Reference Object                     Distance      Geod. Az  |
 CB0931|                                                           dddmmss.s |
 CB0931| CB0938 LESTER ET                           APPROX. 8.9 KM 3041648.6 |
 CB0931|---------------------------------------------------------------------|
 CB0931
 CB0931                          SUPERSEDED SURVEY CONTROL
 CB0931
 CB0931  NAD 83(1986)-  31 56 54.54140(N)    101 13 37.69865(W) AD(       ) 3
 CB0931  NAD 27      -  31 56 54.06506(N)    101 13 36.25776(W) AD(       ) 3
 CB0931  NGVD 29 (07/19/86)  825.6    (m)         2709.     (f) VERT ANG       
 CB0931
 CB0931.Superseded values are not recommended for survey control.
 CB0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0931.See file dsdata.txt to determine how the superseded data were derived.
 CB0931
 CB0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA8949436891(NAD 83)
 CB0931_MARKER: DD = SURVEY DISK
 CB0931_SETTING: 0 = UNSPECIFIED SETTING
 CB0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0931
 CB0931  HISTORY     - Date     Condition        Report By
 CB0931  HISTORY     - 1962     MONUMENTED       USGS
 CB0931
 CB0931                          STATION DESCRIPTION
 CB0931
 CB0931'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0931'STATION LOCATED ABOUT 16 MI. (AIRLINE) NW. OF STERLING CITY, 1.0 MI.
 CB0931'S. OF U.S. HIGHWAY 87, 0.9 MI. W. OF GRAVEL RD., ON TOP OF HILL 400
 CB0931'FT. E. AND 330 FT. S. OF EDGE, 10 FT. E. OF ROCK MOUND.
 CB0931'
 CB0931'TO REACH STATION FROM STERLING CITY FOLLOW HIGHWAY 87 NW. 15.8 MI. TO
 CB0931'CATTLEGUARD ON LEFT, TURN LEFT AND FOLLOW GRAVEL RD. S. 0.9 MI. TO
 CB0931'ANOTHER CATTLEGUARD, CROSS CATTLEGUARD TURN RIGHT AND GO W. (CROSS
 CB0931'COUNTRY) 0.9 MI. TO TOP OF HILL AND STATION.
 CB0931'
 CB0931'STATION MARK--STANDARD ALUMINUM TABLET SET IN CONCRETE POST PROJECTING
 CB0931'0.2 FT., STAMPED ---REED-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0342 ***********************************************************************
 FL0342  DESIGNATION -  REED RM 1
 FL0342  PID         -  FL0342
 FL0342  STATE/COUNTY-  TX/GRAY
 FL0342  USGS QUAD   -  ROCKLEDGE (1964)
 FL0342
 FL0342                         *CURRENT SURVEY CONTROL
 FL0342  ___________________________________________________________________
 FL0342* NAD 83(1986)-  35 11 21.     (N)    100 48 33.     (W)     SCALED    
 FL0342* NAVD 88     -       961.761  (meters)    3155.38   (feet)  ADJUSTED  
 FL0342  ___________________________________________________________________
 FL0342  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0342  DYNAMIC HT  -         960.674 (meters)    3151.81  (feet)  COMP
 FL0342  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 FL0342
 FL0342  VERT ORDER  -  FIRST     CLASS II
 FL0342
 FL0342.The horizontal coordinates were scaled from a topographic map and have
 FL0342.an estimated accuracy of +/- 6 seconds.
 FL0342
 FL0342.The orthometric height was determined by differential leveling
 FL0342.and adjusted by the National Geodetic Survey in June 1991..
 FL0342
 FL0342.The geoid height was determined by GEOID03.
 FL0342
 FL0342.The dynamic height is computed by dividing the NAVD 88
 FL0342.geopotential number by the normal gravity value computed on the
 FL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0342.degrees latitude (g = 980.6199 gals.).
 FL0342
 FL0342.The modeled gravity was interpolated from observed gravity values.
 FL0342
 FL0342;                    North         East    Units  Estimated Accuracy
 FL0342;SPC TX N     - 1,132,140.      262,910.      MT  (+/- 180 meters Scaled)
 FL0342
 FL0342                          SUPERSEDED SURVEY CONTROL
 FL0342
 FL0342  NGVD 29 (??/??/92)  961.362  (m)         3154.07   (f) ADJ UNCH    1 2
 FL0342
 FL0342.Superseded values are not recommended for survey control.
 FL0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0342.See file dsdata.txt to determine how the superseded data were derived.
 FL0342
 FL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD352955(NAD 83)
 FL0342_MARKER: DR = REFERENCE MARK DISK
 FL0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0342_STAMPING: REED NO 1 1951
 FL0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0342+STABILITY: SURFACE MOTION
 FL0342
 FL0342  HISTORY     - Date     Condition        Report By
 FL0342  HISTORY     - 1951     MONUMENTED       CGS
 FL0342  HISTORY     - 1953     GOOD             NGS
 FL0342  HISTORY     - 1973     GOOD             NGS
 FL0342
 FL0342                          STATION DESCRIPTION
 FL0342
 FL0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0342'5.1 MI SW FROM ALANREED.
 FL0342'5.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0342'RAILROAD FROM THE STATION SIGN AT ALANREED, 277.8 FEET NORTHWEST OF
 FL0342'THE NORTHWEST RAIL, 68 FEET NORTHWEST OF THE CENTER LINE OF THE NORTH
 FL0342'TRAFFIC LANE OF U.S. HIGHWAY 66, 47.9 FEET NORTHEAST OF TRIANGULATION
 FL0342'STATION REED 1951, 1 FOOT SOUTHEAST OF A FENCE, SET IN THE TOP OF A
 FL0342'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- BM TO
 FL0342'BE DEST. BY ROAD WORK.
 FL0342
 FL0342                          STATION RECOVERY (1973)
 FL0342
 FL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FL0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0344 ***********************************************************************
 FL0344  DESIGNATION -  REED RM 2
 FL0344  PID         -  FL0344
 FL0344  STATE/COUNTY-  TX/GRAY
 FL0344  USGS QUAD   -  ROCKLEDGE (1964)
 FL0344
 FL0344                         *CURRENT SURVEY CONTROL
 FL0344  ___________________________________________________________________
 FL0344* NAD 83(1986)-  35 11 21.     (N)    100 48 33.     (W)     SCALED    
 FL0344* NAVD 88     -       961.843  (meters)    3155.65   (feet)  ADJUSTED  
 FL0344  ___________________________________________________________________
 FL0344  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0344  DYNAMIC HT  -         960.757 (meters)    3152.08  (feet)  COMP
 FL0344  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 FL0344
 FL0344  VERT ORDER  -  FIRST     CLASS II
 FL0344
 FL0344.The horizontal coordinates were scaled from a topographic map and have
 FL0344.an estimated accuracy of +/- 6 seconds.
 FL0344
 FL0344.The orthometric height was determined by differential leveling
 FL0344.and adjusted by the National Geodetic Survey in June 1991..
 FL0344
 FL0344.The geoid height was determined by GEOID03.
 FL0344
 FL0344.The dynamic height is computed by dividing the NAVD 88
 FL0344.geopotential number by the normal gravity value computed on the
 FL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0344.degrees latitude (g = 980.6199 gals.).
 FL0344
 FL0344.The modeled gravity was interpolated from observed gravity values.
 FL0344
 FL0344;                    North         East    Units  Estimated Accuracy
 FL0344;SPC TX N     - 1,132,140.      262,910.      MT  (+/- 180 meters Scaled)
 FL0344
 FL0344                          SUPERSEDED SURVEY CONTROL
 FL0344
 FL0344  NGVD 29 (??/??/92)  961.445  (m)         3154.34   (f) ADJ UNCH    1 2
 FL0344
 FL0344.Superseded values are not recommended for survey control.
 FL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0344.See file dsdata.txt to determine how the superseded data were derived.
 FL0344
 FL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD352955(NAD 83)
 FL0344_MARKER: DR = REFERENCE MARK DISK
 FL0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0344_STAMPING: REED NO 2 1951
 FL0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0344+STABILITY: SURFACE MOTION
 FL0344
 FL0344  HISTORY     - Date     Condition        Report By
 FL0344  HISTORY     - 1951     MONUMENTED       CGS
 FL0344  HISTORY     - 1953     GOOD             NGS
 FL0344  HISTORY     - 1973     GOOD             NGS
 FL0344
 FL0344                          STATION DESCRIPTION
 FL0344
 FL0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0344'5.1 MI SW FROM ALANREED.
 FL0344'5.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0344'RAILROAD FROM THE STATION SIGN AT ALANREED, 277.6 FEET NORTHWEST OF
 FL0344'THE NORTHWEST RAIL, 66.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 FL0344'NORTH TRAFFIC LANE OF U.S. HIGHWAY 66, 46.4 FEET SOUTHWEST OF
 FL0344'TRIANGULATION STATION REED 1951, 1.2 FEET SOUTHEAST OF A FENCE, SET IN
 FL0344'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FL0344'NOTE-- ROAD WORK 800N TO DESTROY BM.
 FL0344
 FL0344                          STATION RECOVERY (1973)
 FL0344
 FL0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FL0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1188 ***********************************************************************
 CA1188  DESIGNATION -  REESE
 CA1188  PID         -  CA1188
 CA1188  STATE/COUNTY-  TX/RUNNELS
 CA1188  USGS QUAD   -  BENOIT (1967)
 CA1188
 CA1188                         *CURRENT SURVEY CONTROL
 CA1188  ___________________________________________________________________
 CA1188* NAD 83(1993)-  31 48 44.32566(N)    099 51 54.39367(W)     ADJUSTED  
 CA1188* NAVD 88     -       562.5    (meters)    1845.     (feet)  VERTCON   
 CA1188  ___________________________________________________________________
 CA1188  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CA1188  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CA1188
 CA1188  HORZ ORDER  -  SECOND
 CA1188
 CA1188.The horizontal coordinates were established by classical geodetic methods
 CA1188.and adjusted by the National Geodetic Survey in February 1996..
 CA1188
 CA1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1188
 CA1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1188
 CA1188.The geoid height was determined by GEOID03.
 CA1188
 CA1188;                    North         East     Units Scale Factor Converg.
 CA1188;SPC TX C     - 3,237,958.609   744,332.902   MT  0.99998169   +0 14 28.2
 CA1188;SPC TX C     -10,623,202.54  2,442,032.20   sFT  0.99998169   +0 14 28.2
 CA1188;UTM  14      - 3,519,958.152   418,118.388   MT  0.99968269   -0 27 21.8
 CA1188
 CA1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1188!SPC TX C     -   0.99991566  x   0.99998169  =   0.99989735
 CA1188!UTM  14      -   0.99991566  x   0.99968269  =   0.99959837
 CA1188
 CA1188|---------------------------------------------------------------------|
 CA1188| PID    Reference Object                     Distance      Geod. Az  |
 CA1188|                                                           dddmmss.s |
 CA1188| CV6085 REESE RM 2                           24.065 METERS 00632     |
 CA1188| CA1189 BENOIT                              APPROX. 6.4 KM 1072036.5 |
 CA1188| CA1180 BALLINGER STANDPIPE                 APPROX.10.7 KM 2254731.3 |
 CA1188| CA1193 BALLINGER TV KRBC MICROWAVE TR      APPROX. 7.9 KM 2730314.5 |
 CA1188| CV6084 REESE RM 1                           26.005 METERS 27643     |
 CA1188| CA1198 WINTERS ST JOHN LUTH CH SPIRE       APPROX.19.3 KM 3272845.7 |
 CA1188| CA1202 WINTERS MUNICIPAL SOUTH TANK        APPROX.18.4 KM 3300513.0 |
 CA1188| CV6083 REESE AZ MK                                        3305317.4 |
 CA1188| CA1201 WINTERS MUNICIPAL NORTH TANK        APPROX.19.4 KM 3313341.6 |
 CA1188|---------------------------------------------------------------------|
 CA1188
 CA1188                          SUPERSEDED SURVEY CONTROL
 CA1188
 CA1188  NAD 83(1986)-  31 48 44.33284(N)    099 51 54.37957(W) AD(       ) 2
 CA1188  NAD 27      -  31 48 43.79990(N)    099 51 53.05932(W) AD(       ) 2
 CA1188  NGVD 29 (07/19/86)  562.4    (m)         1845.     (f) VERT ANG       
 CA1188
 CA1188.Superseded values are not recommended for survey control.
 CA1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1188.See file dsdata.txt to determine how the superseded data were derived.
 CA1188
 CA1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA1811819958(NAD 83)
 CA1188_MARKER: DS = TRIANGULATION STATION DISK
 CA1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1188
 CA1188  HISTORY     - Date     Condition        Report By
 CA1188  HISTORY     - 1943     MONUMENTED       CGS
 CA1188  HISTORY     - 1967     GOOD             CGS
 CA1188
 CA1188                          STATION DESCRIPTION
 CA1188
 CA1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA1188'STATION IS LOCATED ABOUT 4.5 MILES E AND 5.0 MILES N OF BALLINGER,
 CA1188'ON THE HIGH PATH OF A SMALL RIDGE, AND ON LAND OWNED AND
 CA1188'OCCUPIED BY J.W. REESE.  IT IS ABOUT 0.8 MILE SE OF THE BLANTON
 CA1188'SCHOOLHOUSE, 0.7 MILE SE OF THE REESE RANCH HOUSE, 30 FEET W
 CA1188'OF THE CENTER LINE OF A N-S GRADED DIRT ROAD, AND 5 FEET W OF A
 CA1188'N-S FENCE LINE.  THE DISK IS STAMPED REESE 1943 AND PROJECTS
 CA1188'6 INCHES.
 CA1188'
 CA1188'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA1188'DISKS SET IN CONCRETE.
 CA1188'
 CA1188'REFERENCE MARK 1 IS W OF THE STATION SET IN THE OPEN PASTURE
 CA1188'LAND.  IT IS STAMPED REESE NO 1 1943 AND PROJECTS ABOUT 6
 CA1188'INCHES.
 CA1188'
 CA1188'REFERENCE MARK 2 IS N OF THE STATION, 1 FOOT W OF THE N-S
 CA1188'FENCE LINE.  IT IS STAMPED REESE NO 2 1943 AND PROJECTS ABOUT
 CA1188'5 INCHES.
 CA1188'
 CA1188'AZIMUTH MARK IS ABOUT 0.7 MILE NW OF THE STATION, 40 FEET NW OF
 CA1188'THE INTERSECTION OF GRADED DIRT ROADS, 1 FOOT S OF AN E-W FENCE
 CA1188'LINE, AND 0.1 MILE NE OF THE BLANTON SCHOOLHOUSE.  IT IS STAMPED
 CA1188'REESE 1943 AND PROJECTS ABOUT 3 INCHES.  TO REACH FROM THE
 CA1188'STATION GO N ON GRADED DIRT ROAD FOR 0.6 MILE TO CROSSROADS,
 CA1188'TURN LEFT AND GO W FOR 0.4 MILE TO CROSSROADS AND MARK ON THE
 CA1188'RIGHT.
 CA1188'
 CA1188'TO REACH THE STATION FROM THE COURTHOUSE IN BALLINGER, GO NW
 CA1188'ON U.S. HIGHWAY 83 FOR 0.1 MILE TO THE JUNCTION WITH U.S.
 CA1188'HIGHWAY 67, TURN RIGHT AND GO E ON HIGHWAY 67 FOR 4.5 MILES
 CA1188'TO CROSSROADS AND SIGN HUMBLE PUMP STATION 10 MILES ON THE
 CA1188'RIGHT.  TURN LEFT AND GO N ON GRADED DIRT ROAD FOR 3.0 MILES
 CA1188'TO CROSSROADS, JOG W FOR ABOUT 20 FEET AND CONTINUE N ON
 CA1188'GRADED DIRT ROAD FOR 0.5 MILE TO THE TOP OF THE RIDGE AND
 CA1188'THE STATION ON THE LEFT.
 CA1188'
 CA1188'OBSERVATIONS MADE FROM A 12-FOOT WOODEN STAND.
 CA1188'
 CA1188'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CA1188
 CA1188                          STATION RECOVERY (1967)
 CA1188
 CA1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (IJB)
 CA1188'THE STATION IS LOCATED ABOUT 5.2 MILES NORTH AND 4.8 MILES EAST
 CA1188'OF BALLINGER, ABOUT 2.1 MILES NORTH AND 2.1 MILES WEST OF BENOIT
 CA1188'VILLAGE ON PROPERTY NOW OWNED BY H.B. EDMONSON.  0.5 MILE NORTH
 CA1188'OF GRAVELED CROSS ROADS, 30 FEET WEST OF THE CENTER LINE OF A
 CA1188'NORTH-SOUTH ROAD AND 5 FEET WEST OF THE RIGHT-OF-WAY FENCE AND
 CA1188'4.0 FEET SOUTH OF A METAL WITNESS POST.
 CA1188'
 CA1188'TO REACH THE STATION FROM THE BALLINGER COURTHOUSE, PROCEED
 CA1188'NORTH ALONG U.S. HIGHWAY 83 FOR 1.4 MILES TO JUNCTION OF FARM
 CA1188'ROAD 382, TURN RIGHT (NORTHEAST) 4.6 MILES TO JUNCTION OF
 CA1188'GRADED ROAD EAST.  TURN RIGHT (EAST) FOR 0.8 MILE TO CROSS-ROADS,
 CA1188'THENCE LEFT (NORTH) FOR 0.5 MILE TO THE STATION ON THE LEFT.
 CA1188'
 CA1188'STATION MARK--A USC AND GS BRONZE DISK SET IN THE TOP OF A
 CA1188'CONCRETE POST.  THE DISK PROJECTS ABOUT 6 INCHES AND IS STAMPED
 CA1188'REESE 1943.  (NOTE--THE POST HAS BEEN CHIPPED, BUT APPEARS TO
 CA1188'BE IN GOOD CONDITION OTHERWISE).
 CA1188'
 CA1188'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK DISK SET
 CA1188'IN TOP OF A CONCRETE POST.  THE DISK PROJECTS ABOUT 6 INCHES
 CA1188'AND IS STAMPED REESE NO. 1 1943.
 CA1188'
 CA1188'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK
 CA1188'SET IN THE TOP OF A CONCRETE POST.  THE DISK PROJECTS ABOUT
 CA1188'5 INCHES AND IS STAMPED REESE NO. 2 1943.
 CA1188'
 CA1188'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 116.07 FEET (35.380
 CA1188'METERS).
 CA1188'
 CA1188'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  HOWEVER, STATION BENOIT
 CA1188'ET, 3.9 MILES EAST-SOUTHEAST, IS VISIBLE FROM THE GROUND AND
 CA1188'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3218 ***********************************************************************
 BK3218  DESIGNATION -  REESE
 BK3218  PID         -  BK3218
 BK3218  STATE/COUNTY-  TX/ORANGE
 BK3218  USGS QUAD   -  MAURICEVILLE (1974)
 BK3218
 BK3218                         *CURRENT SURVEY CONTROL
 BK3218  ___________________________________________________________________
 BK3218* NAD 83(1993)-  30 12 05.54962(N)    093 45 05.56858(W)     ADJUSTED  
 BK3218* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 BK3218  ___________________________________________________________________
 BK3218  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BK3218  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK3218
 BK3218  HORZ ORDER  -  FIRST
 BK3218
 BK3218.The horizontal coordinates were established by classical geodetic methods
 BK3218.and adjusted by the National Geodetic Survey in February 1996..
 BK3218
 BK3218.The orthometric height was scaled from a topographic map.
 BK3218
 BK3218.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3218
 BK3218.The geoid height was determined by GEOID03.
 BK3218
 BK3218;                    North         East     Units Scale Factor Converg.
 BK3218;SPC TX C     - 3,078,038.042 1,333,381.580   MT  0.99997843   +3 23 24.0
 BK3218;SPC TX C     -10,098,529.81  4,374,602.73   sFT  0.99997843   +3 23 24.0
 BK3218;SPC LA S     -   191,063.240   767,181.635   MT  0.99993185   -1 12 32.9
 BK3218;SPC LA S     -   626,846.65  2,516,995.08   sFT  0.99993185   -1 12 32.9
 BK3218;UTM  15      - 3,341,356.803   427,660.930   MT  0.99966456   -0 22 41.1
 BK3218
 BK3218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3218!SPC TX C     -   1.00000322  x   0.99997843  =   0.99998165
 BK3218!SPC LA S     -   1.00000322  x   0.99993185  =   0.99993507
 BK3218!UTM  15      -   1.00000322  x   0.99966456  =   0.99966777
 BK3218
 BK3218:                Primary Azimuth Mark                     Grid Az
 BK3218:SPC TX C     -  ORANGE GULF ST UTIL CO SPIPE             166 51 13.2
 BK3218:SPC LA S     -  ORANGE GULF ST UTIL CO SPIPE             171 27 10.1
 BK3218:UTM  15      -  ORANGE GULF ST UTIL CO SPIPE             170 37 18.3
 BK3218
 BK3218|---------------------------------------------------------------------|
 BK3218| PID    Reference Object                     Distance      Geod. Az  |
 BK3218|                                                           dddmmss.s |
 BK3218| BK3209 ORANGE GULF ST UTIL CO SPIPE        APPROX.12.4 KM 1701437.2 |
 BK3218| BK3215 ORANGE RICE MILL TANK               APPROX.12.6 KM 1725514.6 |
 BK3218| BK3203 ORANGE YELLOW PINE PAPER TK         APPROX.12.5 KM 1771330.9 |
 BK3218| BK3204 ORANGE CANNING PLANT TANK           APPROX.12.9 KM 1792122.0 |
 BK3218| CV9123 REESE RM 1                           30.572 METERS 26507     |
 BK3218| CV9124 REESE RM 2                                         35016     |
 BK3218|---------------------------------------------------------------------|
 BK3218
 BK3218                          SUPERSEDED SURVEY CONTROL
 BK3218
 BK3218  NAD 83(1993)-  30 12 05.54950(N)    093 45 05.56866(W) AD(       ) 1
 BK3218  NAD 83(1986)-  30 12 05.56370(N)    093 45 05.55502(W) AD(       ) 1
 BK3218  NAD 27      -  30 12 04.81700(N)    093 45 04.96000(W) AD(       ) 1
 BK3218
 BK3218.Superseded values are not recommended for survey control.
 BK3218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3218.See file dsdata.txt to determine how the superseded data were derived.
 BK3218
 BK3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2766141357(NAD 83)
 BK3218_MARKER: DG = GRAVITY STATION DISK
 BK3218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3218
 BK3218  HISTORY     - Date     Condition        Report By
 BK3218  HISTORY     - 1931     MONUMENTED       CGS
 BK3218  HISTORY     - 1958     GOOD             CGS
 BK3218  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 BK3218
 BK3218                          STATION DESCRIPTION
 BK3218
 BK3218'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK3218'ABOUT 8 MILES N OF ORANGE ON LAND BELONGING TO MR. DUHIG OF
 BK3218'LAKE CHARLES, LOUISIANA, IN SW CORNER OF SMALL CLEARED FIELD
 BK3218'E OF ROAD AND OPPOSITE HOUSE OCCUPIED BY GEORGE REVIEA.
 BK3218'
 BK3218'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK3218'DISKS SET IN CONCRETE.
 BK3218'
 BK3218'REFERENCE MARK NO. 1 IS AT SE CORNER OF YARD AROUND BROWN
 BK3218'BUNGALOW, AND 100.3 FEET FROM STATION, S 85 DEG 07 MIN W.
 BK3218'
 BK3218'REFERENCE MARK NO. 2 IS 24 FEET E OF CENTER LINE OF ROAD, 13
 BK3218'FEET SE OF 18-INCH PINE TREE STANDING ABOUT 4 FEET E OF BANK
 BK3218'OF DITCH, AND 298 YARDS (PACED) FROM STATION, N 09 DEG 44 MIN W.
 BK3218'
 BK3218'A 2-FOOT SWEETGUM TREE WITH DOUBLE TOP STANDS ABOUT 12 FEET
 BK3218'N OF THE PINE TREE.  U.S.G.S. PRIMARY TRAVERSE STATION NO. 4M,
 BK3218'1926, IS SLIGHTLY S OF W FROM STATION.
 BK3218'
 BK3218'REACHED FROM ORANGE BY HIGHWAY 87 FOR 5.3 MILES TO FORK, THEN
 BK3218'BY RIGHT HAND FORK 2.8 MILES TO STATION.
 BK3218
 BK3218                          STATION RECOVERY (1958)
 BK3218
 BK3218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 BK3218'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION
 BK3218'AS DESCRIBED.  NO ATTEMPT MADE TO RECOVER OTHER MARKS.  DIRECTIONS
 BK3218'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BK3218
 BK3218                          STATION RECOVERY (2004)
 BK3218
 BK3218'RECOVERY NOTE BY US POWER SQUADRON 2004 (SSQ)
 BK3218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1279 ***********************************************************************
 CR1279  DESIGNATION -  REESE
 CR1279  PID         -  CR1279
 CR1279  STATE/COUNTY-  TX/CHEROKEE
 CR1279  USGS QUAD   -  MOUNT SELMAN (1973)
 CR1279
 CR1279                         *CURRENT SURVEY CONTROL
 CR1279  ___________________________________________________________________
 CR1279* NAD 83(1993)-  32 00 45.44650(N)    095 20 57.91418(W)     ADJUSTED  
 CR1279* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 CR1279  ___________________________________________________________________
 CR1279  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CR1279  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR1279
 CR1279  HORZ ORDER  -  THIRD
 CR1279
 CR1279.The horizontal coordinates were established by classical geodetic methods
 CR1279.and adjusted by the National Geodetic Survey in February 1996..
 CR1279
 CR1279.The orthometric height was scaled from a topographic map.
 CR1279
 CR1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1279
 CR1279.The geoid height was determined by GEOID03.
 CR1279
 CR1279;                    North         East     Units Scale Factor Converg.
 CR1279;SPC TX C     - 3,270,624.088 1,170,741.072   MT  1.00003729   +2 34 01.2
 CR1279;SPC TX C     -10,730,372.53  3,841,006.33   sFT  1.00003729   +2 34 01.2
 CR1279;SPC TXNC     - 2,042,828.180   897,633.330   MT  1.00003562   +1 43 05.9
 CR1279;SPC TXNC     - 6,702,178.79  2,944,985.35   sFT  1.00003562   +1 43 05.9
 CR1279;UTM  15      - 3,544,247.667   278,087.633   MT  1.00020736   -1 14 45.4
 CR1279
 CR1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1279!SPC TX C     -   0.99997305  x   1.00003729  =   1.00001034
 CR1279!SPC TXNC     -   0.99997305  x   1.00003562  =   1.00000867
 CR1279!UTM  15      -   0.99997305  x   1.00020736  =   1.00018040
 CR1279
 CR1279|---------------------------------------------------------------------|
 CR1279| PID    Reference Object                     Distance      Geod. Az  |
 CR1279|                                                           dddmmss.s |
 CR1279| CY2966 REESE RM 1                           18.480 METERS 12949     |
 CR1279| CY2967 REESE RM 2                           38.146 METERS 19837     |
 CR1279| CY2965 REESE AZ MK                                        3041926.8 |
 CR1279|---------------------------------------------------------------------|
 CR1279
 CR1279                          SUPERSEDED SURVEY CONTROL
 CR1279
 CR1279  NAD 83(1986)-  32 00 45.45592(N)    095 20 57.89981(W) AD(       ) 3
 CR1279  NAD 27      -  32 00 44.86540(N)    095 20 57.07540(W) AD(       ) 3
 CR1279
 CR1279.Superseded values are not recommended for survey control.
 CR1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1279.See file dsdata.txt to determine how the superseded data were derived.
 CR1279
 CR1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7808844248(NAD 83)
 CR1279_MARKER: DS = TRIANGULATION STATION DISK
 CR1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1279
 CR1279  HISTORY     - Date     Condition        Report By
 CR1279  HISTORY     - 1958     MONUMENTED       CGS
 CR1279  HISTORY     - 19730322 MARK NOT FOUND   USGS
 CR1279  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR1279  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR1279
 CR1279                          STATION DESCRIPTION
 CR1279
 CR1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1279'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF JACKSONVILLE,
 CR1279'ABOUT 2 MILES EAST
 CR1279'OF THE SMALL VILLAGE OF REESE.  IT IS 64 FEET NORTH-NORTHEAST
 CR1279'OF THE CENTER OF U.S. HIGHWAY 175, 20 FEET NORTH-NORTHEAST
 CR1279'OF A GRADED ROAD AND 5 FEET EAST OF A WITNESS POST.  THE MARK
 CR1279'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1279'REESE 1958.
 CR1279'
 CR1279'REFERENCE MARK NO. 1 IS 67 FEET NORTH-NORTHEAST OF THE CENTER
 CR1279'OF U.S. HIGHWAY 175, 5 FEET NORTH-NORTHEAST OF A SMALL TREE
 CR1279'AND 2 FEET NORTH-NORTHEAST OF A GRADED ROAD.  THE MARK PROJECTS
 CR1279'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED REESE
 CR1279'NO 1 1958.
 CR1279'
 CR1279'REFERENCE MARK NO. 2 IS 49 FEET SOUTH-SOUTHWEST OF THE CENTER
 CR1279'OF U.S. HIGHWAY 175, 24 FEET WEST OF A TELEPHONE POLE AND 2
 CR1279'FEET WEST OF A CONCRETE POST.  THE MARK PROJECTS 2 INCHES
 CR1279'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED REESE NO 2 1958.
 CR1279'
 CR1279'AZIMUTH MARK IS 51 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 CR1279'175, 51 FEET WEST OF A TELEPHONE POLE, 41 FEET NORTH OF A
 CR1279'POWERLINE POLE AND 3 FEET EAST OF A WITNESS POST.  THE MARK
 CR1279'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1279'STAMPED REESE 1958.
 CR1279'
 CR1279'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 175 AND U.S. HIGHWAY
 CR1279'69 IN THE NORTH PART OF JACKSONVILLE, GO NORTHWEST ON U.S.
 CR1279'HIGHWAY 175 FOR 0.4 MILE TO AN UNDERPASS, CONTINUE ON U.S.
 CR1279'HIGHWAY 175 FOR 4.5 MILES TO THE TOP OF A HILL, CONTINUE ON
 CR1279'U.S. HIGHWAY 175 FOR 0.2 MILE AND STATION ON THE RIGHT AS
 CR1279'DESCRIBED.
 CR1279'
 CR1279'TO REACH AZIMUTH FROM STATION CONTINUE ON U.S. HIGHWAY 175
 CR1279'FOR 0.4 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 CR1279'
 CR1279'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 CR1279
 CR1279                          STATION RECOVERY (1973)
 CR1279
 CR1279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JHM)
 CR1279'MARK NOT FOUND.
 CR1279
 CR1279                          STATION RECOVERY (1991)
 CR1279
 CR1279'RECOVERY NOTE BY US POWER SQUADRON 1991 (BA)
 CR1279'MARK NOT FOUND.
 CR1279
 CR1279                          STATION RECOVERY (1996)
 CR1279
 CR1279'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2057 ***********************************************************************
 BL2057  DESIGNATION -  REEVES
 BL2057  PID         -  BL2057
 BL2057  STATE/COUNTY-  TX/HARDIN
 BL2057  USGS QUAD   -  DESERTER BAYGALL (1984)
 BL2057
 BL2057                         *CURRENT SURVEY CONTROL
 BL2057  ___________________________________________________________________
 BL2057* NAD 83(1993)-  30 23 56.68531(N)    094 13 57.04334(W)     ADJUSTED  
 BL2057* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 BL2057  ___________________________________________________________________
 BL2057  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL2057  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL2057
 BL2057  HORZ ORDER  -  FIRST
 BL2057
 BL2057.The horizontal coordinates were established by classical geodetic methods
 BL2057.and adjusted by the National Geodetic Survey in February 1996..
 BL2057
 BL2057.The orthometric height was scaled from a topographic map.
 BL2057
 BL2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2057
 BL2057.The geoid height was determined by GEOID03.
 BL2057
 BL2057;                    North         East     Units Scale Factor Converg.
 BL2057;SPC TX C     - 3,097,264.152 1,285,945.024   MT  0.99993660   +3 08 32.2
 BL2057;SPC TX C     -10,161,607.47  4,218,971.30   sFT  0.99993660   +3 08 32.2
 BL2057;UTM  15      - 3,363,652.372   381,601.087   MT  0.99977294   -0 37 25.5
 BL2057
 BL2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2057!SPC TX C     -   0.99999994  x   0.99993660  =   0.99993654
 BL2057!UTM  15      -   0.99999994  x   0.99977294  =   0.99977288
 BL2057
 BL2057:                Primary Azimuth Mark                     Grid Az
 BL2057:SPC TX C     -  KOUNTZE COURTHOUSE SPIRE                 243 42 59.7
 BL2057:UTM  15      -  KOUNTZE COURTHOUSE SPIRE                 247 28 57.4
 BL2057
 BL2057|---------------------------------------------------------------------|
 BL2057| PID    Reference Object                     Distance      Geod. Az  |
 BL2057|                                                           dddmmss.s |
 BL2057| BL2103 KOUNTZE COURTHOUSE SPIRE            APPROX. 8.7 KM 2465131.9 |
 BL2057| CV9125 REEVES RM 1                          20.940 METERS 26717     |
 BL2057| CV9126 REEVES RM 2                          67.560 METERS 32900     |
 BL2057|---------------------------------------------------------------------|
 BL2057
 BL2057                          SUPERSEDED SURVEY CONTROL
 BL2057
 BL2057  NAD 83(1993)-  30 23 56.69316(N)    094 13 57.03239(W) AD(       ) 1
 BL2057  NAD 83(1986)-  30 23 56.70516(N)    094 13 57.03047(W) AD(       ) 1
 BL2057  NAD 27      -  30 23 55.95400(N)    094 13 56.35800(W) AD(       ) 1
 BL2057
 BL2057.Superseded values are not recommended for survey control.
 BL2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2057.See file dsdata.txt to determine how the superseded data were derived.
 BL2057
 BL2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8160163652(NAD 83)
 BL2057_MARKER: DS = TRIANGULATION STATION DISK
 BL2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2057
 BL2057  HISTORY     - Date     Condition        Report By
 BL2057  HISTORY     - 1931     MONUMENTED       CGS
 BL2057  HISTORY     - 1951     GOOD             CGS
 BL2057  HISTORY     - 1969     GOOD             CGS
 BL2057  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL2057
 BL2057                          STATION DESCRIPTION
 BL2057
 BL2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2057'SIX MILES BY ROAD NE OF KOUNTZE, ABOUT 60 METERS (197 FEET)
 BL2057'S OF ROAD, ABOUT 100 METERS (328 FEET) E OF MR. GRAVEYS
 BL2057'HOUSE, IN A CLUMP OF 80-FOOT PINES, ON LAND BELONGING TO
 BL2057'JOHN REEVES, OF SILSBEE, ABOUT 17 METERS (56 FEET) E OF A
 BL2057'SPLIT-RAIL FENCE, AND 25 METERS (82 FEET) NE OF CORNER OF
 BL2057'SAME FENCE.
 BL2057'
 BL2057'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2057'DISKS SET IN CONCRETE.
 BL2057'
 BL2057'REFERENCE MARK NO. 1 IS 1 FOOT S OF WIRE FENCE, 6 METERS
 BL2057'(20 FEET) S OF CENTER LINE OF ROAD, AND 300 METERS (984 FEET)
 BL2057'FROM STATION S 87 DEG 17 MIN W.
 BL2057'
 BL2057'REFERENCE MARK NO. 2 IS 1 FOOT E AND S OF CORNER OF WIRE-FENCE
 BL2057'LINE, ABOUT 8 METERS (26 FEET) S OF CENTER LINE OF ROAD,
 BL2057'AND 67.56 METERS (221.7 FEET) FROM STATION N 30 DEG W.
 BL2057
 BL2057                          STATION RECOVERY (1951)
 BL2057
 BL2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 BL2057'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 BL2057'CONDITION.  REFERENCE MARK 1 IS LOCATED IN A DENSE GROWTH
 BL2057'OF BRUSH AND WAS NOT FOUND.  IT WILL BE LOST DURING THE
 BL2057'CONSTRUCTION OF THE NEW HIGHWAY.
 BL2057'
 BL2057'STATION IS ABOUT 4-3/4 MI. (AIRLINE) NW OF SILSBEE, 5 MI.
 BL2057'NE OF KOUNTZE, 1/2 MI. W OF A ROAD JUNCTION, AND ABOUT 55
 BL2057'YD. S OF THE CENTERLINE OF STATE HIGHWAY 419.  IT IS IN A
 BL2057'DENSE GROWTH OF BRUSH AND TIMBER, AND ABOUT 10 YD. E OF A
 BL2057'VERY OLD AND BRUSHED OVER ROAD.
 BL2057'
 BL2057'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 BL2057'SET IN CONCRETE.
 BL2057'
 BL2057'REFERENCE MARK 1, 1951, IS ABOUT 75 YD. S OF THE CENTERLINE
 BL2057'OF THE ROAD.  IT IS A STANDARD DISK, STAMPED REEVES 1931
 BL2057'NO 1 1951 AND SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 BL2057'ABOUT 3 IN.
 BL2057'
 BL2057'REFERENCE MARK 2, 1951, IS ABOUT 52 YD. S OF THE CENTERLINE
 BL2057'OF THE ROAD, ALONG THE TOP OF A LOW RIDGE IN THE TIMBER
 BL2057'WHICH APPEARS TO BE AN OLD BRUSHED OVER ROAD.  IT IS A STANDARD
 BL2057'DISK, STAMPED REEVES 1931 NO 2 1951 AND SET IN THE TOP OF
 BL2057'A CONCRETE MONUMENT PROJECTING ABOUT 3 IN.
 BL2057'
 BL2057'NO AZIMUTH MARK WAS SET.
 BL2057'
 BL2057'REFERENCE MARK 2, 1931, WAS REMOVED FROM NEW ROAD CONSTRUCTION
 BL2057'AREAS.
 BL2057'
 BL2057'TO REACH THE STATION FROM THE DEPOT IN SILSBEE, GO N ON
 BL2057'MAIN STREET FOR 0.3 MI.  TURN LEFT HERE AT THE CHURCH OF
 BL2057'CHRIST AND GO W ON HIGHWAY 418 FOR 0.6 MI., THEN TAKE THE
 BL2057'RIGHT FORK AND GO NW ON THE HIGHWAY FOR 4.5 MI. TO THE STATION
 BL2057'IN THE TIMBER ON THE LEFT AS DESCRIBED.
 BL2057
 BL2057                          STATION RECOVERY (1969)
 BL2057
 BL2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BL2057'THE STATION MARK, REFERENCE MARKS 1 AND 2 1951 WERE FOUND
 BL2057'IN GOOD CONDITION.  A NEW DESCRIPTION TO THE STATION IS
 BL2057'NEEDED.
 BL2057'
 BL2057'THE STATION IS 212 FEET SOUTH OF THE CENTERLINE OF STATE
 BL2057'HIGHWAY 418, 46 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 BL2057'40 FEET NORTHEAST OF A POWER POLE, 19 FEET NORTHWEST OF A
 BL2057'16 INCH PINE TREE, 4 FEET EAST OF AN 8 INCH OAK TREE AND
 BL2057'1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 BL2057'3 INCHES AND THE DISK IS STAMPED REEVES 1931.
 BL2057'
 BL2057'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 92 AND
 BL2057'STATE HIGHWAY 418 AT THE NORTH EDGE OF SILSBEE, GO WEST
 BL2057'ON HIGHWAY 418 FOR 4.4 MILES TO THE JUNCTION OF FARM ROAD
 BL2057'1122 (EAST).  CONTINUE WEST ON HIGHWAY 418 FOR 0.5 MILE
 BL2057'TO A DIRT ROAD SOUTH AND THE STATION.
 BL2057'
 BL2057'REFERENCE MARK 1 IS 76 FEET SOUTHEAST OF A FENCE CORNER,
 BL2057'37 FEET WEST OF A FENCE, 15 FEET EAST OF A 16 INCH OAK TREE
 BL2057'AND 8 FEET SOUTHEAST OF A 14 INCH OAK TREE.  THE MONUMENT
 BL2057'PROJECTS 2 INCHES AND THE DISK IS STAMPED REEVES 1931 NO
 BL2057'1 1951.
 BL2057'
 BL2057'REFERENCE MARK 2 IS 48 FEET NORTHEAST OF THE FENCE CORNER,
 BL2057'22 FEET SOUTHEAST OF A 16 INCH PINE TREE AND 12 FEET SOUTHWEST
 BL2057'OF A 10 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK
 BL2057'IS STAMPED REEVES 1931 NO 2 1951.
 BL2057'
 BL2057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 BL2057'MILES NORTHWEST OF SILSBEE
 BL2057
 BL2057                          STATION RECOVERY (2004)
 BL2057
 BL2057'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL2057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0630 ***********************************************************************
 CE0630  DESIGNATION -  REEVES
 CE0630  PID         -  CE0630
 CE0630  STATE/COUNTY-  TX/EL PASO
 CE0630  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0630
 CE0630                         *CURRENT SURVEY CONTROL
 CE0630  ___________________________________________________________________
 CE0630* NAD 83(1993)-  31 59 28.95933(N)    106 23 15.44618(W)     ADJUSTED  
 CE0630* NAVD 88     -      1242.5    (meters)    4076.     (feet)  VERTCON   
 CE0630  ___________________________________________________________________
 CE0630  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CE0630  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CE0630
 CE0630  HORZ ORDER  -  FIRST
 CE0630
 CE0630.The horizontal coordinates were established by classical geodetic methods
 CE0630.and adjusted by the National Geodetic Survey in February 1996..
 CE0630
 CE0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0630
 CE0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0630
 CE0630.The geoid height was determined by GEOID03.
 CE0630
 CE0630;                    North         East     Units Scale Factor Converg.
 CE0630;SPC TX C     - 3,273,287.076   128,122.321   MT  1.00003081   -3 07 05.9
 CE0630;SPC TX C     -10,739,109.35    420,347.98   sFT  1.00003081   -3 07 05.9
 CE0630;SPC NM C     -   109,919.282   486,995.560   MT  0.99990208   -0 04 22.5
 CE0630;SPC NM C     -   360,626.84  1,597,751.27   sFT  0.99990208   -0 04 22.5
 CE0630;UTM  13      - 3,540,321.039   368,913.573   MT  0.99981192   -0 44 06.9
 CE0630
 CE0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0630!SPC TX C     -   0.99980870  x   1.00003081  =   0.99983950
 CE0630!SPC NM C     -   0.99980870  x   0.99990208  =   0.99971080
 CE0630!UTM  13      -   0.99980870  x   0.99981192  =   0.99962066
 CE0630
 CE0630:                Primary Azimuth Mark                     Grid Az
 CE0630:SPC TX C     -  BOUNDARY MILE COR 195 NM TX              006 35 41.7
 CE0630:SPC NM C     -  BOUNDARY MILE COR 195 NM TX              003 32 58.3
 CE0630:UTM  13      -  BOUNDARY MILE COR 195 NM TX              004 12 42.7
 CE0630
 CE0630|---------------------------------------------------------------------|
 CE0630| PID    Reference Object                     Distance      Geod. Az  |
 CE0630|                                                           dddmmss.s |
 CE0630| CX1567 BOUNDARY MILE COR 195 NM TX         APPROX. 1.1 KM 0032835.8 |
 CE0630| CX1559 CAMP HUECO WATER TANK               APPROX.13.7 KM 0110953.6 |
 CE0630| CC8096 REEVES RM 1                          23.556 METERS 06254     |
 CE0630| CX1561 NEWMAN WATER TANK                   APPROX. 6.4 KM 0770333.4 |
 CE0630| CE0468 EL PASO FORT WORTH AWY BCN 1        APPROX.28.8 KM 1305443.0 |
 CE0630| CC8097 REEVES RM 2                          17.966 METERS 15259     |
 CE0630| CE0519 RIO VALLEY HOG RANCH TALLER TK      APPROX. 5.8 KM 1582643.7 |
 CE0630| CE0543 EL PASO MUN APT CONTROL TOWER       APPROX.21.3 KM 1820435.3 |
 CE0630| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX.21.4 KM 1905228.4 |
 CE0630| CE0632 REEVES RM A                          29.211 METERS 25608     |
 CE0630|---------------------------------------------------------------------|
 CE0630
 CE0630                          SUPERSEDED SURVEY CONTROL
 CE0630
 CE0630  NAD 83(1993)-  31 59 28.96024(N)    106 23 15.44647(W) AD(       ) 1
 CE0630  NAD 83(1986)-  31 59 28.96315(N)    106 23 15.44438(W) AD(       ) 1
 CE0630  NAD 27      -  31 59 28.59300(N)    106 23 13.49300(W) AD(       ) 1
 CE0630  NGVD 29 (07/19/86) 1241.9    (m)         4074.     (f) VERT ANG       
 CE0630
 CE0630.Superseded values are not recommended for survey control.
 CE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0630.See file dsdata.txt to determine how the superseded data were derived.
 CE0630
 CE0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6891440321(NAD 83)
 CE0630_MARKER: DD = SURVEY DISK
 CE0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0630
 CE0630  HISTORY     - Date     Condition        Report By
 CE0630  HISTORY     - 1934     MONUMENTED       CGS
 CE0630  HISTORY     - 1936     GOOD             CGS
 CE0630  HISTORY     - 1943     GOOD             CGS
 CE0630  HISTORY     - 1955     GOOD             AMS
 CE0630  HISTORY     - 1964     GOOD             CGS
 CE0630  HISTORY     - 1967     GOOD             USAF
 CE0630  HISTORY     - 1968     GOOD             CGS
 CE0630  HISTORY     - 1981     GOOD             NGS
 CE0630
 CE0630                          STATION DESCRIPTION
 CE0630
 CE0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CE0630'ABOUT 16 MILES NNE FROM EL PASO.  4 MILES W FROM NEWMAN
 CE0630'RAILROAD STATION, A SMALL VILLAGE ON U.S. HIGHWAY 70, AND
 CE0630'0.7 MILE S OF THE NEW MEXICO-TEXAS STATE LINE.  IT IS ON
 CE0630'THE HIGHEST POINT OF A LOW, FLAT RIDGE IN THE PASTURE OWNED
 CE0630'BY MR. REEVES WHO LIVES NEAR NEWMAN.  STATION MARK PROJECTS
 CE0630'ABOUT 6 INCHES ABOVE THE GROUND.
 CE0630'
 CE0630'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 CE0630'SET IN CONCRETE.
 CE0630'
 CE0630'REFERENCE MARK 1 IS 77.29 FEET ENE OF THE STATION.  THE MARK
 CE0630'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CE0630'
 CE0630'REFERENCE MARK 2 IS 58.97 FEET SSE OF THE STATION.  THE
 CE0630'MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CE0630'
 CE0630'THE AZIMUTH MARK CONSISTED OF NEW MEXICO-TEXAS BOUNDARY MILE
 CE0630'CORNER 195.  IT CONSISTS OF A STEEL PIPE PROJECTING 8 INCHES
 CE0630'ABOVE THE GROUND WITH A BRONZE TABLET IN THE TOP.  IT IS
 CE0630'N OF THE STATION AND 48.0 FEET S OF E-AND-W FENCELINE.
 CE0630'
 CE0630'THE WATER TANK IS A RAILROAD WATER TANK IN NEWMAN, NEW
 CE0630'MEXICO.  IT WILL SERVE AS A NATURAL AZIMUTH.
 CE0630'
 CE0630'REACHED FROM THE NEWMAN POST OFFICE BY GOING S 0.1 MILE TO
 CE0630'WHERE A ROAD LEADS OFF TO THE RIGHT (W).  LEAVE THE MAIN
 CE0630'HIGHWAY (U.S. HIGHWAY 70) HERE AND TURN ONTO THIS DIRT ROAD
 CE0630'AND FOLLOW IT W 0.15 MILE TO A CATTLEGUARD.  CONTINUE W
 CE0630'0.2 MILE AND THEN TAKE RIGHT FORK INTO MR. REEVES RANCH
 CE0630'YARD, PASSING JUST TO THE LEFT OF WINDMILL.  GO THROUGH TWO
 CE0630'CORRALS.  FROM THE GATE AT THE SW CORNER OF THE LAST CORRAL,
 CE0630'FOLLOW A ROAD SW 0.85 MILE TO A FORKS.  TAKE RIGHT FORK W
 CE0630'2.35 MILES.  FROM THIS POINT TURN S ACROSS FIELD AND GO
 CE0630'0.4 MILE TO THE HIGHEST POINT AND STATION.
 CE0630'
 CE0630'THE POINTED PEAK IS THE HIGHEST PEAK IN THE ORGAN RANGE OF
 CE0630'MOUNTAINS TO THE NNE THAT IS VISIBLE FROM THE STATION.
 CE0630'
 CE0630'A 12-FOOT STAND WILL CLEAR ALL LINES.  A 4-FOOT STAND COULD
 CE0630'BE USED, BUT THE CLEARANCE OVER THE FLAT SANDY COUNTRY WOULD
 CE0630'NOT BE GOOD.
 CE0630'
 CE0630'WATER AND SUPPLIES IN EL PASO.  WATER MAY BE ALSO OBTAINED
 CE0630'AT MR. REEVES RANCH HOUSE.
 CE0630
 CE0630                          STATION RECOVERY (1936)
 CE0630
 CE0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0630'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CE0630'REVISED DESCRIPTION FOLLOWS--
 CE0630'
 CE0630'STATION IS LOCATED ON AN OPEN MESA COVERED WITH CACTUS AND
 CE0630'LOW BRUSH, ON A SLIGHT RISE, ABOUT 14.7 MILES N BY E OF EL
 CE0630'PASO, 0.7 MILE S OF STATE LINE, AND 4.3 MILES W OF NEWMAN,
 CE0630'NEW MEXICO.
 CE0630'
 CE0630'SURFACE AND UNDERGROUND MARKS ARE SET.
 CE0630'UPPER MARK PROJECTS 6 INCHES ABOVE THE GROUND.
 CE0630'
 CE0630'REFERENCE MARK 1 IS NE OF THE STATION.  PROJECTING 6 INCHES.
 CE0630'
 CE0630'REFERENCE MARK 2 IS SE OF THE STATION.  PROJECTING 8 INCHES.
 CE0630'
 CE0630'TO REACH STATION FROM EL PASO, GO N ON U.S. HIGHWAY 54 TO
 CE0630'THE CITY LIMITS.  THENCE CONTINUE 17.3 MILES TO NEWMAN,
 CE0630'NEW MEXICO, RAILROAD STATION.  TURN LEFT ON ROAD LEADING
 CE0630'TO NEWMAN SCHOOLHOUSE.  CONTINUE ON THIS ROAD, PASSING ON
 CE0630'THE S SIDE OF THE SCHOOLHOUSE FOR 3.6 MILES.  AT THIS POINT,
 CE0630'TURN TO LEFT, PASSING THROUGH WIRE FENCE, AND GO S APPROXIMATELY
 CE0630'0.9 MILE TO STATION ON SLIGHT RISE.
 CE0630
 CE0630                          STATION RECOVERY (1943)
 CE0630
 CE0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0630'STATION, REFERENCE, AND AZIMUTH MARKS ALL FOUND IN GOOD
 CE0630'CONDITION.
 CE0630'
 CE0630'STATION IS LOCATED ABOUT 17 MILES, AIRLINE, N BY E OF THE
 CE0630'CENTER OF EL PASO, 3.8 MILES WSW OF NEWMAN, NEW MEXICO, AND
 CE0630'ABOUT 0.9 MILE S OF THE TEXAS-NEW MEXICO STATE LINE.
 CE0630'
 CE0630'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CE0630'CEMENT POST WHICH PROJECTS ABOUT 6 INCHES ABOVE GROUND.  IT
 CE0630'IS STAMPED REEVES 1934.
 CE0630'
 CE0630'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE
 CE0630'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE
 CE0630'GROUND.  IT IS STAMPED REEVES NO 1 1934.
 CE0630'
 CE0630'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CE0630'OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE
 CE0630'GROUND.  IT IS STAMPED REEVES NO 2 1934.
 CE0630'
 CE0630'AZIMUTH MARK IS ABOUT 0.9 MILE N OF THE STATION, ABOUT 16
 CE0630'PACES S AND 8 PACES E OF A FENCEPOST MARKED PBM 4066.6.  THIS
 CE0630'POST IS IN THE S RIGHT-OF-WAY FENCE ALONG AN E-W DIRT ROAD.
 CE0630'THE MARK IS A TEXAS-NEW MEXICO BOUNDARY MARK, A BRONZE CAP ON
 CE0630'THE TOP OF A 3-INCH PIPE WHICH PROJECTS 12 INCHES ABOVE
 CE0630'GROUND.  STAMPED MILE CORNER 195.
 CE0630'
 CE0630'TO REACH FROM THE POINT WHERE THE TEXAS-NEW MEXICO STATE LINE
 CE0630'CROSSES U.S. HIGHWAY 54 AT NEWMAN, GO S ON U.S. HIGHWAY 54
 CE0630'FOR 0.1 MILE TO ROAD RIGHT.  TURN RIGHT 0.1 MILE TO WIRE
 CE0630'GATE.  PASS THROUGH GATE AND CONTINUE 0.25 MILE TO GATE
 CE0630'JUST BEFORE REACHING RANCH HOUSE.  DO NOT GO THROUGH THIS
 CE0630'GATE.  BEAR RIGHT TO GATE IN CORRAL.  PASS THROUGH CORRALS
 CE0630'AND CONTINUE ON TRACK ROAD SW 0.9 MILE TO FORKS.  TAKE RIGHT
 CE0630'FORK 2.2 MILES TO SMALL FENCED-IN PLOT, ABOUT 10 BY 10 FEET
 CE0630'SQUARE.  CONTINUE 0.4 MILE.  THENCE LEFT AND GO DUE S ACROSS
 CE0630'COUNTRY 0.5 MILE TO THE TOP OF A LOW RISE AND THE STATION.
 CE0630'
 CE0630'A 64-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
 CE0630
 CE0630                          STATION RECOVERY (1955)
 CE0630
 CE0630'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0630'STATION, A STANDARD DISK, STAMPED REEVES 1934 AND PROJECTING
 CE0630'1.0 FT., RECOVERED AS DESCRIBED IN GOOD CONDITION.  STATION
 CE0630'IS 55 FT. W OF A YUCCA BUSH, 37.2 FT. N OF A YUCCA BUSH, 31
 CE0630'FT. S OF A YUCCA BUSH, 26 FT. SW OF A YUCCA BUSH, 28.3 FT.
 CE0630'NE OF A SMALL BUSH, 21.3 FT. E-SE OF A SMALL BUSH, AND
 CE0630'20.8 FT. N-NE OF A SMALL BUSH.
 CE0630'
 CE0630'REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK RECOVERED IN GOOD
 CE0630'CONDITION.
 CE0630
 CE0630                          STATION RECOVERY (1964)
 CE0630
 CE0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WER)
 CE0630'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION,
 CE0630'SOLID IN PLACE.
 CE0630
 CE0630                          STATION RECOVERY (1967)
 CE0630
 CE0630'RECOVERY NOTE BY US AIR FORCE 1967 (CP)
 CE0630'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CE0630'IN GOOD CONDITION AS DESCRIBED.  A NEW DESCRIPTION TO REACH
 CE0630'FOLLOWS--
 CE0630'
 CE0630'TO REACH FROM THE POST OFFICE AT NEWMAN, N. MEX, PROCEED SW
 CE0630'ALONG U.S. ROUTE 54 FOR 1.2 MI TO ASPHALT ROAD WEST.  TURN
 CE0630'RIGHT (WEST) AND GO 3.3 MILES TO MID POINT BETWEEN POWER
 CE0630'POLES 92 AND 93.  TURN RIGHT (NORTH) AND PROCEED APPROX
 CE0630'2000 FT PERPENDICULAR TO ROAD (NORTH) TO STATION ON HEIGHT
 CE0630'OF LOW BUSHY MESA.
 CE0630
 CE0630                          STATION RECOVERY (1968)
 CE0630
 CE0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CE0630'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 CE0630'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 CE0630'DIRECTIONS COMPARED FAVORABLY.
 CE0630'
 CE0630'STATION IS LOCATED ABOUT 22 MILES NORTH-NORTHEAST OF EL PASO,
 CE0630'4 MILES WEST-SOUTHWEST OF NEWMAN, NEW MEXICO, 0.9 MILE SOUTH OF
 CE0630'THE TEXAS-NEW MEXICO STATE LINE AND ON PROPERTY LEASED BY THE
 CE0630'EL PASO DAIRY.
 CE0630'
 CE0630'TO REACH THE STATION FROM THE POST OFFICE IN NEWMAN, AT THE
 CE0630'TEXAS-NEW MEXICO STATE LINE, GO SOUTH ON U.S. HIGHWAY 54 FOR
 CE0630'1.15 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 CE0630'SURFACED ROAD FOR 2.5 MILES TO A TRACK ROAD AND GATE ON THE
 CE0630'RIGHT.  TURN RIGHT, PASSING THROUGH GATE, AND GO NORTH ON TRACK
 CE0630'ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT NEAR THE APPROXIMATE
 CE0630'CENTER OF THE CORRALS ON THE RIGHT.  (CONTINUE NORTH, PASSING
 CE0630'THROUGH GATE, AND FOLLOW A FIELD ROAD ALONG WEST SIDE OF A
 CE0630'FENCE FOR 0.95 MILES TO A T FENCE CORNER.  TURN LEFT AND GO
 CE0630'WESTERLY ALONG THE SOUTH SIDE OF THE FENCE FOR 0.75 MILE TO
 CE0630'THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND GO WESTERLY ON
 CE0630'TRACK ROAD FOR 0.75 MILE.  TURN RIGHT AND GO NORTHERLY ON DIM
 CE0630'TRACKS FOR 0.2 MILE TO THE STATION MARK.
 CE0630'
 CE0630'THE STATION MARK IS A STANDARD STATION MARK DISK, STAMPED REEVES
 CE0630'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 CE0630'PROJECTS 12 INCHES.  IT IS 3.5 FEET NORTHWEST OF A METAL WITNESS
 CE0630'POST WITH SIGN ATTACHED.
 CE0630'
 CE0630'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REEVES NO 1 1934,
 CE0630'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 CE0630'PROJECTS 4 INCHES.  IT IS 75 FEET EAST-NORTHEAST OF A METAL
 CE0630'WITNESS POST WITH SIGN ATTACHED.
 CE0630'
 CE0630'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REEVES NO 2 1934,
 CE0630'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 CE0630'PROJECTS 10 INCHES.  IT IS 56.5 FEET SOUTH-SOUTHEAST OF A
 CE0630'METAL WITNESS POST WITH SIGN ATTACHED.
 CE0630'
 CE0630'THE AZIMUTH MARK IS A TEXAS-NEW MEXICO BOUNDARY MARK, STAMPED
 CE0630'NEW MEXICO-TEXAS MILE CORNER NO 195, A BRONZE CAP ATTACHED TO
 CE0630'THE TOP OF A 3-INCH GALVANIZED PIPE WHICH PROJECTS 5 INCHES.  IT
 CE0630'IS 52.5 FEET SOUTH-SOUTHEAST OF THE SOUTH POLE OF A POWERLINE,
 CE0630'2.8 FEET WEST OF A WITNESS POST WITH SIGN ATTACHED AND 1 FOOT
 CE0630'NORTH OF THE FENCE LINE.
 CE0630'
 CE0630'HEIGHT OF LIGHT ABOVE STATION MARK 59.1 FEET.
 CE0630'
 CE0630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CE0630'4 MILES WEST-SOUTHWEST.
 CE0630
 CE0630                          STATION RECOVERY (1981)
 CE0630
 CE0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0630'THE STATION MARK, REEVES RM A 1969,
 CE0630'REFERENCE MARKS 1, 2, AND TX NM BDRY MON 195 1934
 CE0630'WERE FOUND TO BE IN GOOD CONDITION.
 CE0630'THE MEASUREMENT TO REFERENCE MARK 1 CHECKED THE OLD DATA.
 CE0630'THE MEASUREMENT TO REFERENCE MARK 2 WAS FOUND TO BE SHORTER
 CE0630'BY 8 MILLIMETERS.  THE ANGLE FROM THE AZIMUTH MARK TO REFERENCE
 CE0630'MARK 1 WAS FOUND TO BE LARGER BY 4 MINUTES 33.2 SECONDS
 CE0630'AND THE ANGLE FROM REFERENCE MARK 1 TO REFERENCE MARK 2
 CE0630'WAS FOUND TO BE SMALLER BY 3 MINUTES 8.5 SECONDS COMPARED
 CE0630'TO THE OLD DATA.
 CE0630'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHWEST
 CE0630'OF U.S. HIGHWAY 54, 4.8 KM (3 MI) EAST OF TEXAS FARM ROAD
 CE0630'3255 (WAR ROAD) AND 1.1 KM (3/4 MI) SOUTH OF THE TEXAS-NEW MEXICO
 CE0630'BORDER.
 CE0630'OWNERSHIP--PROPERTY IS LEASED TO FF CATTLE COMPANY, PERMISSION
 CE0630'FROM MR. DICK SELMON, 6800 STATE LINE, NEWMAN, TX 79844,
 CE0630'TELEPHONE NUMBER 915 821-2255.
 CE0630'
 CE0630'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM
 CE0630'ROAD 3255 (WAR ROAD) AND 375 LOOP (TRANS MOUNTAIN ROAD),
 CE0630'GO NORTH ON TEXAS FARM ROAD FOR 9.7 KM (6.05 MI) TO THE
 CE0630'JUNCTION OF TEXAS FARM ROAD 2529 ON THE RIGHT.  TURN RIGHT
 CE0630'AND GO EAST ON FARM ROAD 2529 FOR 3.2 KM (2.0 MI) TO A
 CE0630'CROSSROAD.  CONTINUE EAST FOR 1.1 KM (0.7 MI) TO A WIRE
 CE0630'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH GATE, THEN TURN
 CE0630'RIGHT AND GO EAST ALONG FENCE LINE FOR 0.8 KM (0.5 MI).
 CE0630'HERE TURN LEFT ON A TRACK ROAD AND GO DUE NORTH ACROSS COUNTRY
 CE0630'FOR 0.4 KM (0.25 MI) TO THE STATION ON A SMALL RISE.
 CE0630'
 CE0630'THE STATION IS A STANDARD CGS DISK
 CE0630'STAMPED---REEVES 1934---,
 CE0630'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0630'PROJECTING 35 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0630'11.0 METERS (36.1 FT) SOUTH FROM A DOUBLE YUCCA CACTUS, AND
 CE0630'3.0 METERS (9.8 FT) WEST FROM THE CENTER OF DIRT ROAD.
 CE0630'
 CE0630'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 CE0630'STAMPED---REEVES NO 1 1934---,
 CE0630'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0630'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0630'21.0 METERS (68.9 FT) NORTHEAST FROM THE CENTER OF THE DIRT ROAD.
 CE0630'MARK IS LEVEL WITH STATION.
 CE0630'
 CE0630'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 CE0630'STAMPED---REEVES NO 2 1934---,
 CE0630'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0630'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0630'15.0 METERS (49.2 FT) EAST FROM A DOUBLE YUCCA CACTUS, AND
 CE0630'7.5 METERS (24.6 FT) EAST FROM THE CENTER OF THE DIRT ROAD.
 CE0630'MARK IS LEVEL WITH STATION.
 CE0630'
 CE0630'REEVES RM A 1969 IS A STANDARD CGS STATION MARK DISK
 CE0630'STAMPED---REEVES RM A 1969---,
 CE0630'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0630'PROJECTING 14 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0630'33.0 METERS (108.3 FT) SOUTH-SOUTHWEST FROM THE DIRT TRACK ROAD
 CE0630'LEADING TO STATION, AND
 CE0630'1.0 METER (3.3 FT) NORTHWEST FROM A METAL WITNESS POST.
 CE0630'MARK IS LEVEL WITH STATION.
 CE0630'
 CE0630'TX NM BDRY MON 195 1934 IS A STANDARD USBC DISK
 CE0630'STAMPED---195 NEW MEXICO TEXAS---,
 CE0630'SET INTO THE TOP OF A METAL PIPE 10 CM IN DIAMETER
 CE0630'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0630'6.0 METERS (19.7 FT) SOUTH FROM THE CENTER OF A DIRT ROAD,
 CE0630'0.6 METER (2.0 FT) WEST FROM A METAL WITNESS POST, AND
 CE0630'0.3 METER (1.0 FT) NORTH FROM A FENCE LINE.
 CE0630'TO REACH AZIMUTH MARK FROM THE STATION PROCEED
 CE0630'DUE NORTH FOR 1.2 KM (0.75 MI) TO A FENCE
 CE0630'LINE AND THE AZIMUTH MARK.
 CE0630'
 CE0630'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2008 ***********************************************************************
 FL2008  DESIGNATION -  REEVES
 FL2008  PID         -  FL2008
 FL2008  STATE/COUNTY-  TX/GRAY
 FL2008  USGS QUAD   -  BOWERS CITY (1976)
 FL2008
 FL2008                         *CURRENT SURVEY CONTROL
 FL2008  ___________________________________________________________________
 FL2008* NAD 83(1993)-  35 26 51.69484(N)    100 59 07.77669(W)     ADJUSTED  
 FL2008* NAVD 88     -       991.     (meters)    3251.     (feet)  SCALED    
 FL2008  ___________________________________________________________________
 FL2008  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FL2008  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL2008
 FL2008  HORZ ORDER  -  SECOND
 FL2008
 FL2008.The horizontal coordinates were established by classical geodetic methods
 FL2008.and adjusted by the National Geodetic Survey in February 1996..
 FL2008
 FL2008.The orthometric height was scaled from a topographic map.
 FL2008
 FL2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2008
 FL2008.The geoid height was determined by GEOID03.
 FL2008
 FL2008;                    North         East     Units Scale Factor Converg.
 FL2008;SPC TX N     - 1,160,723.752   246,706.735   MT  0.99991101   +0 17 53.4
 FL2008;SPC TX N     - 3,808,141.18    809,403.68   sFT  0.99991101   +0 17 53.4
 FL2008;UTM  14      - 3,924,503.563   319,800.869   MT  1.00000017   -1 09 06.5
 FL2008
 FL2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2008!SPC TX N     -   0.99984851  x   0.99991101  =   0.99975954
 FL2008!UTM  14      -   0.99984851  x   1.00000017  =   0.99984868
 FL2008
 FL2008|---------------------------------------------------------------------|
 FL2008| PID    Reference Object                     Distance      Geod. Az  |
 FL2008|                                                           dddmmss.s |
 FL2008| CL3838 REEVES RM 1                          43.194 METERS 23111     |
 FL2008| CL3837 REEVES AZ MK                                       2384559.0 |
 FL2008| CL3839 REEVES RM 2                          65.332 METERS 35513     |
 FL2008|---------------------------------------------------------------------|
 FL2008
 FL2008                          SUPERSEDED SURVEY CONTROL
 FL2008
 FL2008  NAD 83(1993)-  35 26 51.69663(N)    100 59 07.77529(W) AD(       ) 2
 FL2008  NAD 83(1986)-  35 26 51.70060(N)    100 59 07.76653(W) AD(       ) 2
 FL2008  NAD 27      -  35 26 51.53600(N)    100 59 06.22600(W) AD(       ) 2
 FL2008
 FL2008.Superseded values are not recommended for survey control.
 FL2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2008.See file dsdata.txt to determine how the superseded data were derived.
 FL2008
 FL2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1980124504(NAD 83)
 FL2008_MARKER: DS = TRIANGULATION STATION DISK
 FL2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2008
 FL2008  HISTORY     - Date     Condition        Report By
 FL2008  HISTORY     - 1951     MONUMENTED       CGS
 FL2008
 FL2008                          STATION DESCRIPTION
 FL2008
 FL2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2008'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF PAMPA.  1 MILE
 FL2008'WEST OF STATE HIGHWAY NO. 70 AND 1/2 MILE SOUTHEAST OF THE
 FL2008'CONTROL TOWER WHICH IS IN THE CENTER OF REEVES LANDING FIELD.
 FL2008'THE STATION MARK, STAMPED REEVES 1951, IS A BRONZE DISK SET IN A
 FL2008'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 65 YARDS
 FL2008'EAST OF THE CENTER OF A RUNWAY INTERSECTION AND 13 YARDS
 FL2008'SOUTHEAST OF THE EDGE OF A PAVED RUNWAY.
 FL2008'
 FL2008'REFERENCE MARK NO. 1, STAMPED REEVES NO 1 1951, IS A BRONZE DISK
 FL2008'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 FL2008'4 FEET NORTHEAST OF THE EDGE OF A PAVED RUNWAY.
 FL2008'
 FL2008'REFERENCE MARK NO. 2, STAMPED REEVES NO 2 1951, IS A BRONZE
 FL2008'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES AND
 FL2008'IT IS 3 FEET WEST OF THE EDGE OF A PAVED RUNWAY.
 FL2008'
 FL2008'THE AZIMUTH MARK, STAMPED REEVES 1951, IS A BRONZE DISK SET
 FL2008'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 0.1
 FL2008'MILE SOUTHWEST OF THE END OF A PAVED RUNWAY THAT RUNS SOUTHWEST
 FL2008'AND NORTHEAST.  12 YARDS EAST OF THE CENTER OF A LANE.  AND
 FL2008'2 FEET NORTHEAST OF A FENCE CORNER.
 FL2008'
 FL2008'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 FL2008'AND STATE HIGHWAY 70 IN PAMPA, GO SOUTH ON STATE HIGHWAY 70
 FL2008'FOR 5.0 MILES TO A GATE ON THE RIGHT, TURN RIGHT, WEST, AND
 FL2008'GO 0.2 MILE TO A PAVED RUNWAY.  FOLLOW THE RUNWAY SOUTHWEST
 FL2008'FOR 0.75 MILE TO THE STATION ON THE LEFT, 0.1 MILE BEFORE
 FL2008'COMING TO THE END OF THE RUNWAY.  TO REACH THE AZIMUTH MARK
 FL2008'CONTINUE SOUTHWEST FOR 0.1 MILE TO THE END OF THE RUNWAY.
 FL2008'CONTINUE ACROSS A CULTIVATED FIELD FOR 0.1 MILE TO THE
 FL2008'SOUTHWEST CORNER OF A FENCE AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0632 ***********************************************************************
 CE0632  DESIGNATION -  REEVES RM A
 CE0632  PID         -  CE0632
 CE0632  STATE/COUNTY-  TX/EL PASO
 CE0632  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0632
 CE0632                         *CURRENT SURVEY CONTROL
 CE0632  ___________________________________________________________________
 CE0632* NAD 83(1993)-  31 59 28.73197(N)    106 23 16.52650(W)     ADJUSTED  
 CE0632* NAVD 88     -      1242.8    (meters)    4077.     (feet)  VERTCON   
 CE0632  ___________________________________________________________________
 CE0632  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CE0632  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CE0632
 CE0632  HORZ ORDER  -  FIRST
 CE0632
 CE0632.The horizontal coordinates were established by classical geodetic methods
 CE0632.and adjusted by the National Geodetic Survey in February 1996..
 CE0632
 CE0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0632
 CE0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0632
 CE0632.The geoid height was determined by GEOID03.
 CE0632
 CE0632;                    North         East     Units Scale Factor Converg.
 CE0632;SPC TX C     - 3,273,281.626   128,093.622   MT  1.00003079   -3 07 06.5
 CE0632;SPC TX C     -10,739,091.47    420,253.82   sFT  1.00003079   -3 07 06.5
 CE0632;SPC NM C     -   109,912.316   486,967.195   MT  0.99990209   -0 04 23.1
 CE0632;SPC NM C     -   360,603.99  1,597,658.21   sFT  0.99990209   -0 04 23.1
 CE0632;UTM  13      - 3,540,314.402   368,885.132   MT  0.99981201   -0 44 07.5
 CE0632
 CE0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0632!SPC TX C     -   0.99980865  x   1.00003079  =   0.99983944
 CE0632!SPC NM C     -   0.99980865  x   0.99990209  =   0.99971076
 CE0632!UTM  13      -   0.99980865  x   0.99981201  =   0.99962070
 CE0632
 CE0632|---------------------------------------------------------------------|
 CE0632| PID    Reference Object                     Distance      Geod. Az  |
 CE0632|                                                           dddmmss.s |
 CE0632| CE0630 REEVES                               29.211 METERS 07608     |
 CE0632| CE0590 EL PASO FT BLISS HAWKNEST E TK      APPROX.13.0 KM 1803340.4 |
 CE0632| CE0591 EL PASO FT BLISS HAWKNEST W TK      APPROX.13.0 KM 1823005.9 |
 CE0632| CE0416 TRANS                               APPROX.10.4 KM 1900142.4 |
 CE0632| CE0633 EL PASO NATURAL GAS COMPANY TANK    APPROX. 2.5 KM 2013335.8 |
 CE0632|---------------------------------------------------------------------|
 CE0632
 CE0632                          SUPERSEDED SURVEY CONTROL
 CE0632
 CE0632  NAD 83(1993)-  31 59 28.73288(N)    106 23 16.52680(W) AD(       ) 1
 CE0632  NAD 83(1986)-  31 59 28.73580(N)    106 23 16.52465(W) AD(       ) 1
 CE0632  NAD 27      -  31 59 28.36558(N)    106 23 14.57342(W) AD(       ) 1
 CE0632  NGVD 29 (07/19/86) 1242.2    (m)         4075.     (f) VERT ANG       
 CE0632
 CE0632.Superseded values are not recommended for survey control.
 CE0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0632.See file dsdata.txt to determine how the superseded data were derived.
 CE0632
 CE0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6888540314(NAD 83)
 CE0632_MARKER: DS = TRIANGULATION STATION DISK
 CE0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0632+STABILITY: SURFACE MOTION
 CE0632
 CE0632  HISTORY     - Date     Condition        Report By
 CE0632  HISTORY     - 1969     MONUMENTED       CGS
 CE0632  HISTORY     - 1981     GOOD             NGS
 CE0632
 CE0632                          STATION DESCRIPTION
 CE0632
 CE0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CE0632'THE STATION IS LOCATED ABOUT 22 MILES NORTH-NORTHEAST OF EL PASO,
 CE0632'4 MILES WEST-SOUTHWEST OF NEWMAN, NEW MEXICO, 0.9 MILES SOUTH
 CE0632'OF THE TEXAS-NEW MEXICO STATE LINE AND ON PROPERTY LEASED BY
 CE0632'THE EL PASO DAIRY.
 CE0632'
 CE0632'THE STATION MARK IS A STANDARD DISK, STAMPED REEVES RM A 1969,
 CE0632'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CE0632'4-INCHES.
 CE0632'
 CE0632'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION
 CE0632'STATION REEVES 1934 THEREOF.
 CE0632
 CE0632                          STATION RECOVERY (1981)
 CE0632
 CE0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0632'THE STATION WAS RECOVERED IN GOOD CONDITION.
 CE0632'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHWEST OF
 CE0632'US HIGHWAY 54, 4.8 KM (3.0 MI) EAST OF TEXAS FARM ROAD 3255
 CE0632'(WAR ROAD) AND 1.1 KM (0.75 MI) SOUTH OF THE TEXAS-NEW MEXICO
 CE0632'STATE LINE.
 CE0632'OWNERSHIP--PROPERTY IS LEASED TO FF CATTLE COMPANY, PERMISSION
 CE0632'FROM MR. DICK SELMON, 6800 STATE LINE, NEWMAN, TX 79844,
 CE0632'TELEPHONE NUMBER 915 821-2255.
 CE0632'
 CE0632'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM ROAD
 CE0632'3255 (WAR ROAD) AND 375 LOOP (TRANS MOUNTAIN ROAD) GO NORTH
 CE0632'ON TEXAS FARM ROAD 3255 FOR 9.7 KM (6.05 MI) TO THE JUNCTION
 CE0632'OF TEXAS FARM ROAD 2529 ON THE RIGHT.  TURN RIGHT AND GO
 CE0632'EAST ON FARM ROAD 2529 FOR 3.2 KM (2.0 MI) TO A CROSS ROAD
 CE0632'CONTINUE EAST FOR 1.1 KM (0.7 MI) TO A WIRE GATE ON THE LEFT.
 CE0632'TURN LEFT, PASS THROUGH GATE, THEN TURN RIGHT AND GO EAST
 CE0632'ALONG FENCE LINE FOR 0.8 KM (0.5 MI).  HERE TURN LEFT ON A
 CE0632'TRACK ROAD AND GO DUE NORTH ACROSS COUNTRY FOR 0.4 KM
 CE0632'(0.25 MI) TO THE STATION ON A SMALL RISE.
 CE0632'
 CE0632'THE STATION IS A STANDARD CGS DISK
 CE0632'STAMPED---REEVES RM A 1969---,
 CE0632'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0632'PROJECTING 14 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0632'33.0 METERS (108.3 FT) SOUTH-SOUTHWEST FROM THE DIRT ROAD LEADING
 CE0632'TO STATION AND
 CE0632'1.0 METER (3.3 FT) NORTHWEST FROM A METAL WITNESS POST.
 CE0632'
 CE0632'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1373 ***********************************************************************
 AB1373  DESIGNATION -  REFERENCE POST 44 IBC 1939
 AB1373  PID         -  AB1373
 AB1373  STATE/COUNTY-  TX/CAMERON
 AB1373  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1373
 AB1373                         *CURRENT SURVEY CONTROL
 AB1373  ___________________________________________________________________
 AB1373* NAD 83(1993)-  25 53 55.84799(N)    097 29 30.20266(W)     ADJUSTED  
 AB1373* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AB1373  ___________________________________________________________________
 AB1373  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 AB1373  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AB1373
 AB1373  HORZ ORDER  -  SECOND
 AB1373
 AB1373.The horizontal coordinates were established by classical geodetic methods
 AB1373.and adjusted by the National Geodetic Survey in February 1996..
 AB1373
 AB1373.The orthometric height was scaled from a topographic map.
 AB1373
 AB1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1373
 AB1373.The geoid height was determined by GEOID03.
 AB1373
 AB1373;                    North         East     Units Scale Factor Converg.
 AB1373;SPC TX S     - 5,026,128.690   401,039.517   MT  1.00007824   +0 27 28.0
 AB1373;SPC TX S     -16,489,890.54  1,315,743.82   sFT  1.00007824   +0 27 28.0
 AB1373;UTM  14      - 2,865,350.549   651,084.752   MT  0.99988185   +0 39 32.1
 AB1373
 AB1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1373!SPC TX S     -   1.00000187  x   1.00007824  =   1.00008011
 AB1373!UTM  14      -   1.00000187  x   0.99988185  =   0.99988372
 AB1373
 AB1373                          SUPERSEDED SURVEY CONTROL
 AB1373
 AB1373  NAD 83(1986)-  25 53 55.85608(N)    097 29 30.15588(W) AD(       ) 2
 AB1373  NAD 27      -  25 53 54.56600(N)    097 29 29.20200(W) AD(       ) 2
 AB1373
 AB1373.Superseded values are not recommended for survey control.
 AB1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1373.See file dsdata.txt to determine how the superseded data were derived.
 AB1373
 AB1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5108565351(NAD 83)
 AB1373_MARKER: U = CONCRETE POST
 AB1373_SETTING: 0 = UNSPECIFIED SETTING
 AB1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1373
 AB1373  HISTORY     - Date     Condition        Report By
 AB1373  HISTORY     - 1939     MONUMENTED       IBC
 AB1373
 AB1373                          STATION DESCRIPTION
 AB1373
 AB1373'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939
 AB1373'STATION IS ON FORT BROWN RESERVATION AT BROWNSVILLE, 47.1 METERS
 AB1373'FROM THE NE CORNER OF PORCH ON THE NE (OLD DESCRIPTION SAYS S)
 AB1373'SIDE OF POST HOSPITAL.
 AB1373'
 AB1373'THERE IS A STANDARD INTERNATIONAL BOUNDARY COMMISSION MONUMENT
 AB1373'STAMPED R.P. 44, WHICH IS ABOUT A 12-INCH CONCRETE POST
 AB1373'PROTRUDING 10 INCHES ABOVE SURFACE OF GROUND, STANDING AT THE
 AB1373'NE CORNER OF HOSPITAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1365 ***********************************************************************
 AB1365  DESIGNATION -  REFERENCE POST 50 IBC 1939
 AB1365  PID         -  AB1365
 AB1365  STATE/COUNTY-  TX/CAMERON
 AB1365  USGS QUAD   -  PALMITO HILL (1983)
 AB1365
 AB1365                         *CURRENT SURVEY CONTROL
 AB1365  ___________________________________________________________________
 AB1365* NAD 83(1993)-  25 55 00.98060(N)    097 21 56.32068(W)     ADJUSTED  
 AB1365* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1365  ___________________________________________________________________
 AB1365  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 AB1365  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 AB1365
 AB1365  HORZ ORDER  -  THIRD
 AB1365
 AB1365.The horizontal coordinates were established by classical geodetic methods
 AB1365.and adjusted by the National Geodetic Survey in February 1996..
 AB1365
 AB1365.The orthometric height was scaled from a topographic map.
 AB1365
 AB1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1365
 AB1365.The geoid height was determined by GEOID03.
 AB1365
 AB1365;                    North         East     Units Scale Factor Converg.
 AB1365;SPC TX S     - 5,028,240.407   413,655.497   MT  1.00007228   +0 30 54.0
 AB1365;SPC TX S     -16,496,818.74  1,357,134.74   sFT  1.00007228   +0 30 54.0
 AB1365;UTM  14      - 2,867,505.994   663,691.138   MT  0.99993085   +0 42 52.1
 AB1365
 AB1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1365!SPC TX S     -   1.00000261  x   1.00007228  =   1.00007489
 AB1365!UTM  14      -   1.00000261  x   0.99993085  =   0.99993346
 AB1365
 AB1365                          SUPERSEDED SURVEY CONTROL
 AB1365
 AB1365  NAD 83(1986)-  25 55 00.99170(N)    097 21 56.27109(W) AD(       ) 3
 AB1365  NAD 27      -  25 54 59.70700(N)    097 21 55.34600(W) AD(       ) 3
 AB1365
 AB1365.Superseded values are not recommended for survey control.
 AB1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1365.See file dsdata.txt to determine how the superseded data were derived.
 AB1365
 AB1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6369167506(NAD 83)
 AB1365_MARKER: DD = SURVEY DISK
 AB1365_SETTING: 0 = UNSPECIFIED SETTING
 AB1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1365
 AB1365  HISTORY     - Date     Condition        Report By
 AB1365  HISTORY     - 1939     MONUMENTED       IBC
 AB1365  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1365
 AB1365                          STATION DESCRIPTION
 AB1365
 AB1365'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (PLB)
 AB1365'R.P. 50, INTERNATIONAL BOUNDARY COMMISSION MARKER, IS LOCATED
 AB1365'ABOUT 3.0 MILES SE OF PORT BROWNSVILLE JUST N OF THE RIO
 AB1365'GRANDE RIVER.
 AB1365'
 AB1365'STATION IS MARKED BY A SQUARE BRONZE CASTING SET IN A CONCRETE
 AB1365'POST MARKED R.P. 50.
 AB1365'
 AB1365'TO REACH FROM THE INTERSECTION OF TEXAS STATE HIGHWAYS 4
 AB1365'AND 48 IN BROWNSVILLE GO E ON STATE HIGHWAY 4 FOR 5.6 MILES
 AB1365'TO A BRIDGE OVER A CANAL AND A CATTLE GUARD.  CONTINUE ON
 AB1365'HIGHWAY 4 FOR 0.2 MILE.  TURN RIGHT AND FOLLOW MAIN ROAD
 AB1365'0.6 MILE TO THE STATION.  THIS IS AN INTERSECTION STATION.
 AB1365
 AB1365                          STATION RECOVERY (1949)
 AB1365
 AB1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1365'STATION BELIEVED LOST.
 AB1365'
 AB1365'A THOROUGH SEARCH OF THE AREA DESCRIBED BY P.L.B., 1939,
 AB1365'U.S. C.S. AND I.B.C., FAILED TO REVEAL ANY TRACE OF THE
 AB1365'MONUMENT.
 AB1365'
 AB1365'NOT TO BE CONFUSED WITH R.M. 50 LOCATED ABOUT 305 FEET W
 AB1365'OF PLOTTED POSITION OF R.P. 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1355 ***********************************************************************
 AB1355  DESIGNATION -  REFERENCE POST 55A IBC 1939
 AB1355  PID         -  AB1355
 AB1355  STATE/COUNTY-  TX/CAMERON
 AB1355  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB1355
 AB1355                         *CURRENT SURVEY CONTROL
 AB1355  ___________________________________________________________________
 AB1355* NAD 83(1993)-  25 57 47.38061(N)    097 08 50.39646(W)     ADJUSTED  
 AB1355* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1355  ___________________________________________________________________
 AB1355  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AB1355  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 AB1355
 AB1355  HORZ ORDER  -  THIRD
 AB1355
 AB1355.The horizontal coordinates were established by classical geodetic methods
 AB1355.and adjusted by the National Geodetic Survey in February 1996..
 AB1355
 AB1355.The orthometric height was scaled from a topographic map.
 AB1355
 AB1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1355
 AB1355.The geoid height was determined by GEOID03.
 AB1355
 AB1355;                    North         East     Units Scale Factor Converg.
 AB1355;SPC TX S     - 5,033,576.800   435,473.398   MT  1.00005749   +0 36 50.8
 AB1355;SPC TX S     -16,514,326.55  1,428,715.64   sFT  1.00005749   +0 36 50.8
 AB1355;UTM  14      - 2,872,917.395   685,488.521   MT  1.00002484   +0 48 40.7
 AB1355
 AB1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1355!SPC TX S     -   1.00000209  x   1.00005749  =   1.00005958
 AB1355!UTM  14      -   1.00000209  x   1.00002484  =   1.00002693
 AB1355
 AB1355                          SUPERSEDED SURVEY CONTROL
 AB1355
 AB1355  NAD 83(1986)-  25 57 47.39657(N)    097 08 50.34743(W) AD(       ) 3
 AB1355  NAD 27      -  25 57 46.10200(N)    097 08 49.45400(W) AD(       ) 3
 AB1355
 AB1355.Superseded values are not recommended for survey control.
 AB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1355.See file dsdata.txt to determine how the superseded data were derived.
 AB1355
 AB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8548972917(NAD 83)
 AB1355_MARKER: DD = SURVEY DISK
 AB1355_SETTING: 0 = UNSPECIFIED SETTING
 AB1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1355
 AB1355  HISTORY     - Date     Condition        Report By
 AB1355  HISTORY     - 1939     MONUMENTED       IBC
 AB1355  HISTORY     - 1949     GOOD             CGS
 AB1355  HISTORY     - 1955     SEE DESCRIPTION  USGS
 AB1355  HISTORY     - 1958     GOOD             AMS
 AB1355  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AB1355  HISTORY     - 19910612 MARK NOT FOUND   USPSQD
 AB1355
 AB1355                          STATION DESCRIPTION
 AB1355
 AB1355'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (PLB)
 AB1355'REFERENCE POINT 55A IS A BOUNDARY MARKER OF CAMERON COUNTY
 AB1355'USED BY THE U.S. BOUNDARY COMMISSION.  IT IS A CONCRETE
 AB1355'POST ABOUT 3 FEET HIGH SET ON ABOUT A 3- BY 3-FOOT CONCRETE
 AB1355'BASE WITH A SQUARE BRONZE CASTING IN THE TOP MARKED R.P. 55A.
 AB1355'
 AB1355'IT IS LOCATED ABOUT 22 MILES E OF BROWNSVILLE, ABOUT 8-1/2
 AB1355'MILES SSE OF PORT ISABEL, 2 MILES S OF BOCA CHICA, ABOUT
 AB1355'150 YARDS N OF RIO GRANDE RIVER AND ABOUT 1/4 MILE SW OF
 AB1355'TRIANGULATION STATION RIO GRANDE.
 AB1355'
 AB1355'THIS MARK HAD ERODED OUT AND WAS RESET IN MARCH 1939.
 AB1355'
 AB1355'USED AS AZIMUTH MARK FOR RIO GRANDE, 1939.
 AB1355
 AB1355                          STATION RECOVERY (1949)
 AB1355
 AB1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1355'STATION RECOVERED IN FAIR CONDITION.  A NEW DESCRIPTION
 AB1355'FOLLOWS--
 AB1355'
 AB1355'LOCATED NEAR THE MOUTH OF THE RIO GRANDE, ABOUT 22 MILES
 AB1355'E OF BROWNSVILLE, ABOUT 8.5 MILES SSE OF PORT ISABEL, AND
 AB1355'2.3 MILES S OF BOCA CHICA.
 AB1355'
 AB1355'TO REACH FROM BROWNSVILLE, GO E ON STATE HIGHWAY 4 TO BOCA
 AB1355'CHICA BEACH, TURN S ALONG GULF BEACH 1.4 MILES TO MOUTH
 AB1355'OF RIO GRANDE, CONTINUE ALONG BANK OF RIVER 0.9 MILE TO
 AB1355'STATION, 180 FEET SW OF RIVERBANK, ATOP HIGH DUNE JUST N
 AB1355'OF LARGE SAND BLOW.
 AB1355'
 AB1355'REFERENCE POINT 55A IS A CAMERON COUNTY BOUNDARY MONUMENT
 AB1355'USED BY THE U.S. BOUNDARY COMMISSION.  IT IS A CONCRETE POST,
 AB1355'ABOUT 3 FEET HIGH WITH A MASS OF CONCRETE AROUND THE BASE,
 AB1355'WITH A METAL CASTING IN TOP SHOWING IBC C DE L AND RP 55A
 AB1355'CUT INTO CONCRETE.
 AB1355
 AB1355                          STATION RECOVERY (1955)
 AB1355
 AB1355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AB1355'SAND HAS ERODED FROM AROUND MARK AND IT WAS FOUND LAYING
 AB1355'ON ITS SIDE.
 AB1355
 AB1355                          STATION RECOVERY (1958)
 AB1355
 AB1355'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AB1355'STATION RECOVERED AS DESCRIBED.
 AB1355'
 AB1355'THE MONUMENT IS TILTED NORTH-NORTHWEST ABOUT 15 DEG DUE TO
 AB1355'EROSION.
 AB1355'
 AB1355'THE STATION IS ON THE HIGHEST POINT OF THE SAND DUNE RIDGE.
 AB1355'AND IT IS 83 FEET SOUTH OF LONE DARK BUSH.  89 FEET SOUTH-SOUTHEAST
 AB1355'OF THE SOUTHEAST TIP OF BUSH LINE.  152 FEET WEST OF THE
 AB1355'WEST BANK OF THE RIO GRANDE RIVER.  1080 FEET NORTH OF REFERENCE
 AB1355'POINT 1.
 AB1355
 AB1355                          STATION RECOVERY (1966)
 AB1355
 AB1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RLA)
 AB1355'STATION MONUMENT PARTLY BROKEN ON SIDE BUT STILL INTACT.
 AB1355'
 AB1355'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--TEXACO.
 AB1355
 AB1355                          STATION RECOVERY (1991)
 AB1355
 AB1355'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6362 ***********************************************************************
 AW6362  DESIGNATION -  REFINE 1930
 AW6362  PID         -  AW6362
 AW6362  STATE/COUNTY-  TX/HARRIS
 AW6362  USGS QUAD   -  LA PORTE (1982)
 AW6362
 AW6362                         *CURRENT SURVEY CONTROL
 AW6362  ___________________________________________________________________
 AW6362* NAD 83(1993)-  29 43 11.30402(N)    095 01 07.39016(W)     ADJUSTED  
 AW6362* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6362  ___________________________________________________________________
 AW6362  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW6362  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6362
 AW6362  HORZ ORDER  -  THIRD
 AW6362
 AW6362.The horizontal coordinates were established by classical geodetic methods
 AW6362.and adjusted by the National Geodetic Survey in February 1996..
 AW6362
 AW6362.The orthometric height was scaled from a topographic map.
 AW6362
 AW6362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6362
 AW6362.The geoid height was determined by GEOID03.
 AW6362
 AW6362;                    North         East     Units Scale Factor Converg.
 AW6362;SPC TXSC     - 4,215,627.879   985,095.069   MT  0.99988573   +1 57 01.7
 AW6362;SPC TXSC     -13,830,772.47  3,231,932.74   sFT  0.99988573   +1 57 01.7
 AW6362;UTM  15      - 3,289,444.148   304,733.858   MT  1.00007047   -1 00 04.0
 AW6362
 AW6362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6362!SPC TXSC     -   1.00000411  x   0.99988573  =   0.99988984
 AW6362!UTM  15      -   1.00000411  x   1.00007047  =   1.00007458
 AW6362
 AW6362                          SUPERSEDED SURVEY CONTROL
 AW6362
 AW6362  NAD 83(1986)-  29 43 11.32017(N)    095 01 07.37106(W) AD(       ) 3
 AW6362  NAD 27      -  29 43 10.49726(N)    095 01 06.62779(W) AD(       ) 3
 AW6362
 AW6362.Superseded values are not recommended for survey control.
 AW6362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6362.See file dsdata.txt to determine how the superseded data were derived.
 AW6362
 AW6362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0473489444(NAD 83)
 AW6362_MARKER: DD = SURVEY DISK
 AW6362_SETTING: 0 = UNSPECIFIED SETTING
 AW6362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6362
 AW6362  HISTORY     - Date     Condition        Report By
 AW6362  HISTORY     - 1930     MONUMENTED       USE
 AW6362  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6362  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6362
 AW6362                          STATION DESCRIPTION
 AW6362
 AW6362'DESCRIBED BY US ENGINEERS 1930 (HBC)
 AW6362'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 207+00.
 AW6362'STATION IS LOCATED ON THE N SHORE OF THE HOUSTON SHIP CHANNEL,
 AW6362'112 METERS SW OF THE S CORNER OF A LEVEE EXTENDING AROUND
 AW6362'THE HUMBLE OIL PROPERTY AT BAYTOWN.  IT IS 13 METERS FROM
 AW6362'THE SHORELINE TO THE W, 33 METERS TO A SMALL DRAINAGE CREEK
 AW6362'ON THE N.  STATION IS THE NEARER ONE TO THE CENTER LINE OF
 AW6362'CHANNEL OF TWO MONUMENTS STAMPED 207+00.  THE BASE LINE MAKES
 AW6362'AN OFFSET AT THIS STATION.
 AW6362'
 AW6362'STATION IS MARKED BY A CORPS OF ENGINEERS, U.S. ARMY, BRONZE
 AW6362'DISK SET IN THE TOP OF A MASS OF CONCRETE WHOSE SURFACE
 AW6362'IS FLUSH WITH THE GROUND.  A 2-INCH IRON PIPE EXTENDING
 AW6362'2 FEET OUT OF THE GROUND SERVES AS A GUARD STAKE.
 AW6362'
 AW6362'REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AW6362'POSTS.
 AW6362'
 AW6362'REFERENCE MARK 1 IS 16.00 METERS FROM STATION N 82 DEG E.
 AW6362'
 AW6362'REFERENCE MARK 2 IS 18.94 METERS FROM STATION S 30 DEG E.
 AW6362
 AW6362                          STATION RECOVERY (1952)
 AW6362
 AW6362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6362'STATION WAS NOT RECOVERED.  THE AREA IS USED AS A DUMPING
 AW6362'GROUND BY THE HUMBLE OIL AND REFINING COMPANY.  IT HAS BEEN
 AW6362'FILLED IN AND LEVELLED OFF BY BULLDOZER.  IF THE STATION
 AW6362'EXISTS IT COULD BE FOUND BY EXTENSIVE METHODS ONLY.
 AW6362
 AW6362                          STATION RECOVERY (1997)
 AW6362
 AW6362'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2125 ***********************************************************************
 AN2125  DESIGNATION -  REFUGIO
 AN2125  PID         -  AN2125
 AN2125  STATE/COUNTY-  TX/REFUGIO
 AN2125  USGS QUAD   -  REFUGIO (1979)
 AN2125
 AN2125                         *CURRENT SURVEY CONTROL
 AN2125  ___________________________________________________________________
 AN2125* NAD 83(1993)-  28 17 45.81404(N)    097 16 29.57448(W)     ADJUSTED  
 AN2125* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 AN2125  ___________________________________________________________________
 AN2125  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AN2125  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN2125
 AN2125  HORZ ORDER  -  THIRD
 AN2125
 AN2125.The horizontal coordinates were established by classical geodetic methods
 AN2125.and adjusted by the National Geodetic Survey in February 1996..
 AN2125
 AN2125.The orthometric height was scaled from a topographic map.
 AN2125
 AN2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2125
 AN2125.The geoid height was determined by GEOID03.
 AN2125
 AN2125;                    North         East     Units Scale Factor Converg.
 AN2125;SPC TXSC     - 4,052,533.220   769,218.115   MT  1.00002619   +0 50 42.6
 AN2125;SPC TXSC     -13,295,686.07  2,523,676.43   sFT  1.00002619   +0 50 42.6
 AN2125;SPC TX S     - 5,291,923.695   420,190.083   MT  1.00014990   +0 33 22.4
 AN2125;SPC TX S     -17,361,919.66  1,378,573.63   sFT  1.00014990   +0 33 22.4
 AN2125;UTM  14      - 3,131,206.549   669,166.307   MT  0.99995320   +0 49 04.6
 AN2125
 AN2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2125!SPC TXSC     -   1.00000164  x   1.00002619  =   1.00002783
 AN2125!SPC TX S     -   1.00000164  x   1.00014990  =   1.00015154
 AN2125!UTM  14      -   1.00000164  x   0.99995320  =   0.99995484
 AN2125
 AN2125:                Primary Azimuth Mark                     Grid Az
 AN2125:SPC TXSC     -  REFUGIO HEARD OIL CO RAD MAST            012 02 01.3
 AN2125:SPC TX S     -  REFUGIO HEARD OIL CO RAD MAST            012 19 21.5
 AN2125:UTM  14      -  REFUGIO HEARD OIL CO RAD MAST            012 03 39.3
 AN2125
 AN2125|---------------------------------------------------------------------|
 AN2125| PID    Reference Object                     Distance      Geod. Az  |
 AN2125|                                                           dddmmss.s |
 AN2125| AN2124 REFUGIO HEARD OIL CO RAD MAST       APPROX. 2.1 KM 0125243.9 |
 AN2125| AN2123 REFUGIO MUNICIPAL TANK              398.779 METERS 04421     |
 AN2125| CV6086 REFUGIO RM 1                         24.814 METERS 07359     |
 AN2125| AN2113 WOODSBORO MUNICIPAL TANK            APPROX. 8.3 KM 2193036.0 |
 AN2125| AN2112 WOODSBORO FARMERS COOP ELEV         APPROX. 8.5 KM 2212448.2 |
 AN2125| AN2126 MEDIO                               APPROX.13.1 KM 2751431.9 |
 AN2125| CV6087 REFUGIO RM 2                         25.888 METERS 31339     |
 AN2125| AN2121 REFUGIO UNITED GAS PLINE MAST       APPROX. 3.4 KM 3184959.0 |
 AN2125| AN2120 REFUGIO HUMBLE CO DIST CAMP TK      APPROX. 3.2 KM 3321551.1 |
 AN2125| AN2122 REFUGIO TRANSCON GAS PLINE MST      APPROX. 6.7 KM 3523248.1 |
 AN2125|---------------------------------------------------------------------|
 AN2125
 AN2125                          SUPERSEDED SURVEY CONTROL
 AN2125
 AN2125  NAD 83(1986)-  28 17 45.82311(N)    097 16 29.55578(W) AD(       ) 3
 AN2125  NAD 27      -  28 17 44.79900(N)    097 16 28.58300(W) AD(       ) 3
 AN2125
 AN2125.Superseded values are not recommended for survey control.
 AN2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2125.See file dsdata.txt to determine how the superseded data were derived.
 AN2125
 AN2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6916631207(NAD 83)
 AN2125_MARKER: DS = TRIANGULATION STATION DISK
 AN2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2125
 AN2125  HISTORY     - Date     Condition        Report By
 AN2125  HISTORY     - 1952     MONUMENTED       CGS
 AN2125  HISTORY     - 1972     GOOD             HUMBLE
 AN2125  HISTORY     - 1974     GOOD             USGS
 AN2125  HISTORY     - 19910408 GOOD             USPSQD
 AN2125  HISTORY     - 19940716 GOOD             USPSQD
 AN2125  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2125
 AN2125                          STATION DESCRIPTION
 AN2125
 AN2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2125'THE STATION IS LOCATED IN REFUGIO.  1/2 BLOCK EAST OF REFUGIO
 AN2125'COUNTY COURT HOUSE IN THE REFUGIO CITY PARK.
 AN2125'
 AN2125'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2125'POSTS.
 AN2125'
 AN2125'THE STATION MARK IS STAMPED REFUGIO 1952, AND IS SET FLUSH
 AN2125'WITH THE GROUND SURFACE.  THE MARK IS LOCATED ON THE SOUTH
 AN2125'SIDE OF THE REFUGIO CITY PARK, MIDWAY OF THE EAST AND WEST
 AN2125'END.  25 FEET NORTHEAST OF THE EAST END OF AN IRON GATE.  AND
 AN2125'17 FEET NORTH OF THE SOUTH FENCE LINE.
 AN2125'
 AN2125'REFERENCE MARK NO. 1 IS STAMPED REFUGIO NO 1 1952, AND IS
 AN2125'SET FLUSH WITH THE GROUND SURFACE.  THE MARK IS LOCATED 52
 AN2125'FEET NORTH OF THE SOUTH FENCE LINE OF REFUGIO CITY PARK
 AN2125'AND 10 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDE WALK.
 AN2125'
 AN2125'REFERENCE MARK NO. 2 IS STAMPED REFUGIO NO 2 1952, AND IS
 AN2125'SET 2 INCHES BELOW THE GROUND SURFACE.  THE MARK IS LOCATED
 AN2125'64 FEET NORTH OF THE SOUTH FENCE LINE OF REFUGIO CITY PARK.
 AN2125'55 FEET WEST-SOUTHWEST OF A WATER FOUNTAIN.  AND 47 FEET
 AN2125'WEST-NORTHWEST OF AN 8 FOOT MONUMENT.
 AN2125'
 AN2125'THE AZIMUTH MARK IS THE CENTER OF THE BALL WHICH TOPS THE
 AN2125'REFUGIO MUN. WATER TANK.  LOCATED APPROX. 0.3 MILE NORTHEAST
 AN2125'OF THE STATION AND IS THE ONLY TANK VISIBLE FROM THE GROUND
 AN2125'AT THE STATION SITE.
 AN2125'
 AN2125'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2125
 AN2125                          STATION RECOVERY (1972)
 AN2125
 AN2125'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1972 (CW)
 AN2125'USC AND GS TRIANGULATION STATION REFUGIO-GOOD
 AN2125'
 AN2125'USC AND GS REFUGIO R.M. 1-GOOD
 AN2125'
 AN2125'USC AND GS REFUGIO R.M. 2-GONE LIBRARY NOW OVER SIGHT
 AN2125'
 AN2125'REFUGIO MUN WATER TANK HAS BEEN REMOVED
 AN2125'
 AN2125'FENCE AND IRON GATE HAS BEEN REMOVED.  DESCRIPTION FOR FINDING
 AN2125'STATION IS GOOD
 AN2125
 AN2125                          STATION RECOVERY (1974)
 AN2125
 AN2125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JHM)
 AN2125'IN TOWN OF REFUGIO, 1/2 BLOCK E. OF COURTHOUSE ON S. SIDE
 AN2125'KING PARK, 0.2 FT UNDER LAWN, 21 FT N AND 13 FT E. OF A POWER
 AN2125'POLE.  58 FT N OF CTR. OF EMPRESARIO ST. (FM 774), 232 FT
 AN2125'E. OF CTR. OF COMMERCE ST., 68 FT E. OF CTR. OF A SIDEWALK,
 AN2125'151 FT S. OF CTR. OF KING PARK MONUMENT AND 81.42 FT WSW
 AN2125'OF REF. MK. 1.  A STANDARD CAP SET IN A CONCRETE POST.
 AN2125'R.M. 1 IS IN PLACE EXCEPT THAT IT IS
 AN2125'NOW UNDER 0.2 FT. OF LAWN.  R.M. 2 WAS APPARENTLY DESTROYED
 AN2125'DURING CONSTRUCTION OF LIBRARY.  AZ. MK. HAS BEEN DISMANTLED.
 AN2125
 AN2125                          STATION RECOVERY (1991)
 AN2125
 AN2125'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN2125'RECOVERED IN GOOD CONDITION.
 AN2125
 AN2125                          STATION RECOVERY (1994)
 AN2125
 AN2125'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2125'RECOVERED IN GOOD CONDITION.
 AN2125
 AN2125                          STATION RECOVERY (1999)
 AN2125
 AN2125'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2124 ***********************************************************************
 AN2124  DESIGNATION -  REFUGIO HEARD OIL CO RAD MAST
 AN2124  PID         -  AN2124
 AN2124  STATE/COUNTY-  TX/REFUGIO
 AN2124  USGS QUAD   -  REFUGIO (1979)
 AN2124
 AN2124                         *CURRENT SURVEY CONTROL
 AN2124  ___________________________________________________________________
 AN2124* NAD 83(1993)-  28 18 53.21564(N)    097 16 12.16012(W)     ADJUSTED  
 AN2124* NAVD 88     -                                                        
 AN2124  ___________________________________________________________________
 AN2124  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AN2124  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN2124
 AN2124  HORZ ORDER  -  THIRD
 AN2124
 AN2124.The horizontal coordinates were established by classical geodetic methods
 AN2124.and adjusted by the National Geodetic Survey in February 1996..
 AN2124
 AN2124
 AN2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2124
 AN2124.The geoid height was determined by GEOID03.
 AN2124
 AN2124;                    North         East     Units Scale Factor Converg.
 AN2124;SPC TXSC     - 4,054,614.978   769,661.885   MT  1.00002038   +0 50 51.1
 AN2124;SPC TXSC     -13,302,515.97  2,525,132.37   sFT  1.00002038   +0 50 51.1
 AN2124;UTM  14      - 3,133,287.954   669,611.027   MT  0.99995506   +0 49 14.7
 AN2124
 AN2124                          SUPERSEDED SURVEY CONTROL
 AN2124
 AN2124  NAD 83(1986)-  28 18 53.22486(N)    097 16 12.14154(W) AD(       ) 4
 AN2124  NAD 27      -  28 18 52.20100(N)    097 16 11.16900(W) AD(       ) 3
 AN2124
 AN2124.Superseded values are not recommended for survey control.
 AN2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2124.See file dsdata.txt to determine how the superseded data were derived.
 AN2124
 AN2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6961133288(NAD 83)
 AN2124_MARKER: 42 = RADIO/TV MAST
 AN2124
 AN2124  HISTORY     - Date     Condition        Report By
 AN2124  HISTORY     - 1953     FIRST OBSERVED   CGS
 AN2124  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN2124
 AN2124                          STATION DESCRIPTION
 AN2124
 AN2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2124'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE CENTER OF
 AN2124'REFUGIO AND 0.3 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 AN2124'77 AND STATE HIGHWAY 202.  THE POINT LOCATED WAS THE RED LIGHT
 AN2124'AT THE TOP CENTER OF THE MAST AND IS APPROXIMATELY 225 FEET
 AN2124'HIGH.  THE MAST IS A STEEL STRUCTURE PAINTED RED AND WHITE.
 AN2124'
 AN2124'STATION CALL LETTERS - KKH510
 AN2124
 AN2124                          STATION RECOVERY (1994)
 AN2124
 AN2124'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2122 ***********************************************************************
 AN2122  DESIGNATION -  REFUGIO TRANSCON GAS PLINE MST
 AN2122  PID         -  AN2122
 AN2122  STATE/COUNTY-  TX/REFUGIO
 AN2122  USGS QUAD   -  REFUGIO (1979)
 AN2122
 AN2122                         *CURRENT SURVEY CONTROL
 AN2122  ___________________________________________________________________
 AN2122* NAD 83(1993)-  28 21 22.86825(N)    097 17 01.67450(W)     ADJUSTED  
 AN2122* NAVD 88     -                                                        
 AN2122  ___________________________________________________________________
 AN2122  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AN2122  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN2122
 AN2122  HORZ ORDER  -  THIRD
 AN2122
 AN2122.The horizontal coordinates were established by classical geodetic methods
 AN2122.and adjusted by the National Geodetic Survey in February 1996..
 AN2122
 AN2122
 AN2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2122
 AN2122.The geoid height was determined by GEOID03.
 AN2122
 AN2122;                    North         East     Units Scale Factor Converg.
 AN2122;SPC TXSC     - 4,059,201.682   768,245.483   MT  1.00000785   +0 50 26.8
 AN2122;SPC TXSC     -13,317,564.19  2,520,485.39   sFT  1.00000785   +0 50 26.8
 AN2122;UTM  14      - 3,137,875.020   668,196.804   MT  0.99994916   +0 48 55.1
 AN2122
 AN2122                          SUPERSEDED SURVEY CONTROL
 AN2122
 AN2122  NAD 83(1986)-  28 21 22.87809(N)    097 17 01.65570(W) AD(       ) 4
 AN2122  NAD 27      -  28 21 21.86500(N)    097 17 00.68500(W) AD(       ) 3
 AN2122
 AN2122.Superseded values are not recommended for survey control.
 AN2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2122.See file dsdata.txt to determine how the superseded data were derived.
 AN2122
 AN2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6819737875(NAD 83)
 AN2122_MARKER: 42 = RADIO/TV MAST
 AN2122
 AN2122  HISTORY     - Date     Condition        Report By
 AN2122  HISTORY     - 1953     FIRST OBSERVED   CGS
 AN2122  HISTORY     - 19910408 GOOD             USPSQD
 AN2122  HISTORY     - 19990724 GOOD             USPSQD
 AN2122
 AN2122                          STATION DESCRIPTION
 AN2122
 AN2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2122'LOCATED ABOUT 5 MILES NORTHWEST OF REFUGIO, 1.5 MILES NORTH
 AN2122'OF THE JUNCTION OF U.S. HIGHWAY 183 AND STATE ROUTE 202 AND
 AN2122'0.5 MILE EAST OF U.S. HIGHWAY 183 AND JUST SOUTH OF THE
 AN2122'TRANSCONTINENTAL GAS PIPE LINE PUMPING PLANT.  IT IS AN ALL
 AN2122'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 AN2122'280 FEET HIGH WITH A FLASHING RED LIGHT ON THE TOP AND TWO
 AN2122'SETS OF RED LIGHTS AT INTERVALS DOWN THE SIDE.  POINT OBSERVED
 AN2122'UPON, FLASHING RED LIGHT ON THE TOP OF THE MAST.
 AN2122'
 AN2122'THIS STRUCTURE IS THE PROPERTY OF THE TRANSCONTINENTINAL GAS
 AN2122'PIPE LINE CO. AND USED AS A MICRO WAVE RADIO COMMUNICATIONS
 AN2122'BY THE COMPANY AND CALL LETTERS AS DESIGNATED KKE331.
 AN2122
 AN2122                          STATION RECOVERY (1991)
 AN2122
 AN2122'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN2122'RECOVERED IN GOOD CONDITION.
 AN2122
 AN2122                          STATION RECOVERY (1999)
 AN2122
 AN2122'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2121 ***********************************************************************
 AN2121  DESIGNATION -  REFUGIO UNITED GAS PLINE MAST
 AN2121  PID         -  AN2121
 AN2121  STATE/COUNTY-  TX/REFUGIO
 AN2121  USGS QUAD   -  REFUGIO (1979)
 AN2121
 AN2121                         *CURRENT SURVEY CONTROL
 AN2121  ___________________________________________________________________
 AN2121* NAD 83(1993)-  28 19 07.77859(N)    097 17 50.57258(W)     ADJUSTED  
 AN2121* NAVD 88     -                                                        
 AN2121  ___________________________________________________________________
 AN2121  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AN2121  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN2121
 AN2121  HORZ ORDER  -  THIRD
 AN2121
 AN2121.The horizontal coordinates were established by classical geodetic methods
 AN2121.and adjusted by the National Geodetic Survey in February 1996..
 AN2121
 AN2121
 AN2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2121
 AN2121.The geoid height was determined by GEOID03.
 AN2121
 AN2121;                    North         East     Units Scale Factor Converg.
 AN2121;SPC TXSC     - 4,055,023.910   766,974.549   MT  1.00001914   +0 50 02.9
 AN2121;SPC TXSC     -13,303,857.61  2,516,315.67   sFT  1.00001914   +0 50 02.9
 AN2121;UTM  14      - 3,133,698.101   666,924.069   MT  0.99994390   +0 48 28.3
 AN2121
 AN2121                          SUPERSEDED SURVEY CONTROL
 AN2121
 AN2121  NAD 83(1986)-  28 19 07.78773(N)    097 17 50.55427(W) AD(       ) 4
 AN2121  NAD 27      -  28 19 06.76800(N)    097 17 49.58100(W) AD(       ) 3
 AN2121
 AN2121.Superseded values are not recommended for survey control.
 AN2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2121.See file dsdata.txt to determine how the superseded data were derived.
 AN2121
 AN2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6692433698(NAD 83)
 AN2121_MARKER: 42 = RADIO/TV MAST
 AN2121
 AN2121  HISTORY     - Date     Condition        Report By
 AN2121  HISTORY     - 1953     FIRST OBSERVED   CGS
 AN2121  HISTORY     - 19990724 GOOD             USPSQD
 AN2121
 AN2121                          STATION DESCRIPTION
 AN2121
 AN2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2121'LOCATED ABOUT 1-1/2 MILES WEST OF REFUGIO, 1 MILE SOUTH OF
 AN2121'STATE ROUTE 202 AND 0.2 MILE SOUTH OF THE UNITED GAS PUMPING
 AN2121'PLANT.  IT IS AN ALL STEEL STRUCTURE 300 FEET HIGH PAINTED
 AN2121'IN ALTERNATE SECTIONS OF RED AND WHITE WITH A FLASHING RED
 AN2121'LIGHT ON THE TOP AND TWO SETS OF RED LIGHTS AT INTERVALS DOWN
 AN2121'THE SIDE.  POINT OBSERVED UPON, RED LIGHT ON THE TOP OF MAST.
 AN2121'
 AN2121'THIS STRUCTURE IS THE PROPERTY OF THE UNITED GAS PIPE LINE
 AN2121'COMPANY AND USED AS A COMMUNICATIONS BETWEEN STATIONS BY THE
 AN2121'COMPANY AND CALL LETTERS AS DESIGNATED KKG642.
 AN2121
 AN2121                          STATION RECOVERY (1999)
 AN2121
 AN2121'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0927 ***********************************************************************
 FM0927  DESIGNATION -  REHM
 FM0927  PID         -  FM0927
 FM0927  STATE/COUNTY-  TX/HARTLEY
 FM0927  USGS QUAD   -  KING (1973)
 FM0927
 FM0927                         *CURRENT SURVEY CONTROL
 FM0927  ___________________________________________________________________
 FM0927* NAD 83(1993)-  35 55 30.23845(N)    102 41 56.56873(W)     ADJUSTED  
 FM0927* NAVD 88     -      1246.5    (meters)    4090.     (feet)  VERTCON   
 FM0927  ___________________________________________________________________
 FM0927  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 FM0927  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 FM0927
 FM0927  HORZ ORDER  -  FIRST
 FM0927
 FM0927.The horizontal coordinates were established by classical geodetic methods
 FM0927.and adjusted by the National Geodetic Survey in February 1996..
 FM0927
 FM0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0927
 FM0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0927
 FM0927.The geoid height was determined by GEOID03.
 FM0927
 FM0927;                    North         East     Units Scale Factor Converg.
 FM0927;SPC TX N     - 1,214,220.484    91,795.397   MT  0.99994996   -0 41 41.6
 FM0927;SPC TX N     - 3,983,655.04    301,165.40   sFT  0.99994996   -0 41 41.6
 FM0927;UTM  13      - 3,978,083.725   707,592.978   MT  1.00013105   +1 21 01.8
 FM0927
 FM0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0927!SPC TX N     -   0.99980824  x   0.99994996  =   0.99975821
 FM0927!UTM  13      -   0.99980824  x   1.00013105  =   0.99993927
 FM0927
 FM0927|---------------------------------------------------------------------|
 FM0927| PID    Reference Object                     Distance      Geod. Az  |
 FM0927|                                                           dddmmss.s |
 FM0927| CJ8265 REHM RM 1                                          03854     |
 FM0927| GL1394 DALHART MUNICIPAL TANK              APPROX.21.7 KM 0492640.1 |
 FM0927| CJ8264 REHM AZ MK                                         2024338.9 |
 FM0927| CJ8266 REHM RM 2                                          25043     |
 FM0927|---------------------------------------------------------------------|
 FM0927
 FM0927                          SUPERSEDED SURVEY CONTROL
 FM0927
 FM0927  NAD 83(1993)-  35 55 30.23818(N)    102 41 56.56873(W) AD(       ) 1
 FM0927  NAD 83(1993)-  35 55 30.24572(N)    102 41 56.55995(W) AD(       ) 1
 FM0927  NAD 83(1986)-  35 55 30.24714(N)    102 41 56.56042(W) AD(       ) 1
 FM0927  NAD 27      -  35 55 30.11400(N)    102 41 54.83300(W) AD(       ) 1
 FM0927  NGVD 29 (07/19/86) 1245.9    (m)         4088.     (f) VERT ANG       
 FM0927
 FM0927.Superseded values are not recommended for survey control.
 FM0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0927.See file dsdata.txt to determine how the superseded data were derived.
 FM0927
 FM0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV0759378084(NAD 83)
 FM0927_MARKER: DS = TRIANGULATION STATION DISK
 FM0927_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FM0927_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FM0927
 FM0927  HISTORY     - Date     Condition        Report By
 FM0927  HISTORY     - 1934     MONUMENTED       CGS
 FM0927
 FM0927                          STATION DESCRIPTION
 FM0927
 FM0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0927'STATION IS ABOUT 13.5 MILES SW OF DALHART, ON THE E END OF A
 FM0927'HIGH, BRUSH-COVERED SAND DUNE, THE HIGHEST IN THE VICINITY,
 FM0927'4-1/2 MILES SW OF THE SIDING OF REHM, AND 1/4 MILE NW OF THE
 FM0927'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD TRACKS.  THE MARK
 FM0927'PROJECTS 6 INCHES.
 FM0927'
 FM0927'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FM0927'CONCRETE AT THE CENTERS OF THE TOPS OF TILES.
 FM0927'
 FM0927'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 FM0927'IN CONCRETE.
 FM0927'
 FM0927'REFERENCE MARK NO. 1 IS ENE OF THE STATION, ON THE EASTERN SLOPE
 FM0927'OF THE SAND DUNE THE STATION IS ON AND PROJECTS 6 INCHES.
 FM0927'
 FM0927'REFERENCE MARK NO. 2 IS W OF THE STATION, ON THE WESTERN
 FM0927'SLOPE OF THE SAME SAND DUNE AND PROJECTING 6 INCHES.
 FM0927'
 FM0927'AZIMUTH MARK IS SW OF THE STATION, 1-FOOT NW OF THE S RAILROAD
 FM0927'RIGHT-OF-WAY FENCE, 21 FEET SW OF A WIRE GATE IN THE S RAILROAD
 FM0927'RIGHT-OF-WAY FENCE, AND PROJECTS 6 INCHES.
 FM0927'
 FM0927'STATION IS REACHED FROM THE POST OFFICE IN DALHART, BY GOING
 FM0927'SW ON U.S. HIGHWAY 54 FOR 9.5 MILES TO THE REHM SIDING.
 FM0927'CONTINUE SW ON HIGHWAY 54 FOR 4.4 MILES, PASSING RANCH BUILDINGS
 FM0927'IN A LARGE GROVE OF TREES, 100 YARDS N OF THE HIGHWAY AT
 FM0927'2.8 MILES.  THE STATION HILL IS 1/4 MILE DUE N OF THIS POINT.
 FM0927'CONTINUE SW 0.2 MILE.  LEAVE HIGHWAY 54, TURN N THROUGH A WIRE
 FM0927'GATE AND CROSS RAILROAD TRACKS.  THEN PASS ANOTHER WIRE GATE
 FM0927'AND DRIVE 0.4 MILE ALONG THE N SIDE OF THE RAILROAD TRACKS.
 FM0927'THEN GO NNW 0.2 MILE TO THE S BASE OF THE HIGHEST SAND DUNE
 FM0927'IN THE VICINITY AND THE END OF THE TRUCK TRAVEL.  THE
 FM0927'STATION IS ABOUT 100 YARDS N OF THIS POINT.
 FM0927'
 FM0927'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1332 ***********************************************************************
 CR1332  DESIGNATION -  REID
 CR1332  PID         -  CR1332
 CR1332  STATE/COUNTY-  TX/VAN ZANDT
 CR1332  USGS QUAD   -  CANTON (1981)
 CR1332
 CR1332                         *CURRENT SURVEY CONTROL
 CR1332  ___________________________________________________________________
 CR1332* NAD 83(1993)-  32 33 59.30302(N)    095 45 28.72663(W)     ADJUSTED  
 CR1332* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 CR1332  ___________________________________________________________________
 CR1332  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CR1332  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CR1332
 CR1332  HORZ ORDER  -  FIRST
 CR1332
 CR1332.The horizontal coordinates were established by classical geodetic methods
 CR1332.and adjusted by the National Geodetic Survey in February 1996..
 CR1332
 CR1332.The orthometric height was scaled from a topographic map.
 CR1332
 CR1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1332
 CR1332.The geoid height was determined by GEOID03.
 CR1332
 CR1332;                    North         East     Units Scale Factor Converg.
 CR1332;SPC TXNC     - 2,103,139.955   857,443.605   MT  0.99990823   +1 29 43.7
 CR1332;SPC TXNC     - 6,900,051.67  2,813,129.56   sFT  0.99990823   +1 29 43.7
 CR1332;UTM  15      - 3,606,583.904   241,066.068   MT  1.00042684   -1 29 07.4
 CR1332
 CR1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1332!SPC TXNC     -   0.99997752  x   0.99990823  =   0.99988575
 CR1332!UTM  15      -   0.99997752  x   1.00042684  =   1.00040435
 CR1332
 CR1332:                Primary Azimuth Mark                     Grid Az
 CR1332:SPC TXNC     -  GRAND SALINE MUNICIPAL TANK              012 11 16.9
 CR1332:UTM  15      -  GRAND SALINE MUNICIPAL TANK              015 10 08.0
 CR1332
 CR1332|---------------------------------------------------------------------|
 CR1332| PID    Reference Object                     Distance      Geod. Az  |
 CR1332|                                                           dddmmss.s |
 CR1332| CR1328 GRAND SALINE MUNICIPAL TANK         APPROX.12.5 KM 0134100.6 |
 CR1332| CY2971 REID AZ MK                                         0671929.2 |
 CR1332| CR1325 VAN MUNICIPAL TANK                  APPROX.12.3 KM 1090321.5 |
 CR1332| CR1297 TV STATION KLTV RELAY MAST          APPROX. 8.8 KM 1640544.6 |
 CR1332| CR0748 CALLAWAY                            APPROX. 9.5 KM 1663114.6 |
 CR1332| CY2972 REID RM 1                            19.291 METERS 19519     |
 CR1332| CR1331 CANTON MUNICIPAL TANK               APPROX.10.0 KM 2641252.4 |
 CR1332| CY2973 REID RM 2                            33.732 METERS 28550     |
 CR1332|---------------------------------------------------------------------|
 CR1332
 CR1332                          SUPERSEDED SURVEY CONTROL
 CR1332
 CR1332  NAD 83(1986)-  32 33 59.31064(N)    095 45 28.71241(W) AD(       ) 1
 CR1332  NAD 27      -  32 33 58.82500(N)    095 45 27.84100(W) AD(       ) 1
 CR1332
 CR1332.Superseded values are not recommended for survey control.
 CR1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1332.See file dsdata.txt to determine how the superseded data were derived.
 CR1332
 CR1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4106606584(NAD 83)
 CR1332_MARKER: DS = TRIANGULATION STATION DISK
 CR1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1332
 CR1332  HISTORY     - Date     Condition        Report By
 CR1332  HISTORY     - 1935     MONUMENTED       CGS
 CR1332  HISTORY     - 1937     GOOD             TXHD
 CR1332  HISTORY     - 1957     GOOD             CGS
 CR1332  HISTORY     - 19950913 GOOD             USPSQD
 CR1332
 CR1332                          STATION DESCRIPTION
 CR1332
 CR1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1332'STATION IS ABOUT 6 MILES E OF CANTON, 8 MILES SSW OF GRAND
 CR1332'SALINE, ON LAND OWNED BY K.A. REID.  IT IS IN A SMALL CLEARING
 CR1332'ON THE TOP OF A HILL COVERED WITH JACK OAKS, 28 FEET E OF
 CR1332'A 16-INCH JACK OAK WITH A TRIANGLE BLAZE, 23 FEET W OF A
 CR1332'12-INCH JACK OAK WITH A TRIANGLE BLAZE, 21 FEET NW OF A
 CR1332'9-INCH JACK OAK WITH A TRIANGLE BLAZE, 55 FEET NE OF A FENCE
 CR1332'LINE OVER THE HILL, AND PROJECTS 3 INCHES.
 CR1332'
 CR1332'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR1332'BRONZE DISKS SET IN CONCRETE.
 CR1332'
 CR1332'REFERENCE MARK NO. 1 IS S OF THE STATION, 1 FOOT NE OF THE
 CR1332'FENCE, 128.06 FEET ESE OF REFERENCE MARK NO. 2, AND PROJECTS
 CR1332'2 INCHES.
 CR1332'
 CR1332'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT NE OF THE
 CR1332'FENCE, AND PROJECTS 2 INCHES.
 CR1332'
 CR1332'AZIMUTH MARK IS NE OF THE STATION, 1/2 FOOT S OF AN E-W
 CR1332'FENCE, 30 FEET W OF THE CORNER OF A FIELD, 58 YARDS E OF A
 CR1332'LONE TWIN JACK-OAK, AND PROJECTS 3 INCHES.
 CR1332'
 CR1332'TO REACH FROM THE NE CORNER OF THE COURTHOUSE SQUARE IN
 CR1332'CANTON--GO SE ON STATE HIGHWAY 64, 0.75 MILE, TURN N ON STATE
 CR1332'HIGHWAY 19, GO 0.05 MILE, TURN E, GO 0.65 MILE, FORK LEFT,
 CR1332'AND FOLLOW THE MAIN-TRAVELED ROAD 5.5 MILES TO A SCHOOLHOUSE
 CR1332'ON THE LEFT.  THIS IS THE END OF TRUCK TRAVEL.  A PATH ALONG
 CR1332'THE S SIDE OF A FENCE TAKES OFF DIRECTLY OPPOSITE THE SCHOOL.
 CR1332'FOLLOW THIS PATH TO THE TOP OF THE HILL AND THE STATION.
 CR1332'
 CR1332'NOTE--A 50-FOOT TOWER OR CONSIDERABLE CLEARING NECESSARY
 CR1332'TO SEE AZIMUTH MARK.
 CR1332'
 CR1332'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 CR1332
 CR1332                          STATION RECOVERY (1937)
 CR1332
 CR1332'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CR1332'DESCRIPTION GIVEN PROVED SATISFACTORY.  STATION AND REFERENCE
 CR1332'MARK NO. 2 FOUND TO BE IN GOOD CONDITION.
 CR1332
 CR1332                          STATION RECOVERY (1957)
 CR1332
 CR1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1332'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 CR1332'2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  FOLLOWING
 CR1332'IS A NEW AND COMPLETE DESCRIPTION.
 CR1332'
 CR1332'STATION IS ABOUT 8 MILES SOUTH-SOUTHWEST OF GRAND SALINE,
 CR1332'ABOUT 6 MILES EAST OF CANTON.  IT IS SET ON THE HIGHEST
 CR1332'PART OF THE HILL IN A SMALL CLEARING, 55 FEET NORTHEAST OF
 CR1332'A FENCE LINE AND 23 FEET WEST OF A 12 INCH OAK TREE.  IT IS
 CR1332'STAMPED REID 1935 AND PROJECTS 3 INCHES ABOVE THE SURFACE
 CR1332'OF THE GROUND.
 CR1332'
 CR1332'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 8 FEET
 CR1332'EAST OF A OAK TREE AND 1 FOOT NORTHEAST OF THE FENCE.  IT IS
 CR1332'STAMPED REID NO. 1 1935 AND PROJECTS 3 INCHES ABOVE THE
 CR1332'SURFACE OF THE GROUND.
 CR1332'
 CR1332'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 128.06
 CR1332'FEET WEST-NORTHWEST OF REFERENCE MARK NO. 1, AND 1 FOOT
 CR1332'NORTHEAST OF THE FENCE.  IT IS STAMPED REID NO. 2 1935 AND
 CR1332'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1332'
 CR1332'AZIMUTH MARK IS NORTHEAST OF THE STATION AND SET IN ABOUT
 CR1332'THE MIDDLE OF A SANDY FIELD, 70 FEET SOUTHWEST OF A LONE OAK
 CR1332'TREE AND 58 FEET EAST OF STUMP OF OLD TWIN OAK TREE.  IT
 CR1332'IS STAMPED REID 1935 AND IS SET FLUSH WITH THE SURFACE OF
 CR1332'THE GROUND.
 CR1332'
 CR1332'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CR1332'HIGHWAY 110 IN GRAND SALINE, TURN LEFT ON STATE HIGHWAY
 CR1332'110 AND GO 5.1 MILES TO A SIDE ROAD RIGHT WHICH IS FARM ROAD
 CR1332'1225, TURN RIGHT ON FARM ROAD 1225 AND GO 4.4 MILES TO FARM
 CR1332'ROAD 1652, CONTINUE ON FARM ROAD 1225 FOR 1.2 MILES TO A
 CR1332'SIDE ROAD LEFT, TURN LEFT ON BLACK TOP ROAD ON THE EAST SIDE
 CR1332'OF GRAVE YARD AND GO 0.05 MILE TO A T LEADING EASTERLY IN
 CR1332'THE NORTH-SOUTH FENCE LINE.  THIS IS THE END OF TRUCK TRAVEL,
 CR1332'HERE PACK ON THE NORTH SIDE OF FENCE LEADING EASTERLY ABOUT
 CR1332'200 YARDS TO THE TOP OF HILL AND STATION AS DESCRIBED.  TO
 CR1332'REACH THE AZIMUTH MARK FROM HERE PACK EAST-NORTHEAST
 CR1332'APPROXIMATE 600 FEET TO AZIMUTH MARK AS DESCRIBED.
 CR1332
 CR1332                          STATION RECOVERY (1995)
 CR1332
 CR1332'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0440 ***********************************************************************
 BO0440  DESIGNATION -  REILEY
 BO0440  PID         -  BO0440
 BO0440  STATE/COUNTY-  TX/SUTTON
 BO0440  USGS QUAD   -  BUFFALO WELL (1982)
 BO0440
 BO0440                         *CURRENT SURVEY CONTROL
 BO0440  ___________________________________________________________________
 BO0440* NAD 83(1993)-  30 38 31.96772(N)    100 15 03.06080(W)     ADJUSTED  
 BO0440* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 BO0440  ___________________________________________________________________
 BO0440  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BO0440  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BO0440
 BO0440  HORZ ORDER  -  FIRST
 BO0440
 BO0440.The horizontal coordinates were established by classical geodetic methods
 BO0440.and adjusted by the National Geodetic Survey in February 1996..
 BO0440
 BO0440.The orthometric height was scaled from a topographic map.
 BO0440
 BO0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0440
 BO0440.The geoid height was determined by GEOID03.
 BO0440
 BO0440;                    North         East     Units Scale Factor Converg.
 BO0440;SPC TX C     - 3,108,147.431   707,905.965   MT  0.99990127   +0 02 32.9
 BO0440;SPC TX C     -10,197,313.70  2,322,521.49   sFT  0.99990127   +0 02 32.9
 BO0440;UTM  14      - 3,390,618.188   380,138.134   MT  0.99977723   -0 38 15.4
 BO0440
 BO0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0440!SPC TX C     -   0.99988603  x   0.99990127  =   0.99978731
 BO0440!UTM  14      -   0.99988603  x   0.99977723  =   0.99966328
 BO0440
 BO0440|---------------------------------------------------------------------|
 BO0440| PID    Reference Object                     Distance      Geod. Az  |
 BO0440|                                                           dddmmss.s |
 BO0440| CV6089 REILEY RM 1                          36.754 METERS 19336     |
 BO0440| BO0455 WINDMILL NEAR STA ROSS              APPROX.23.0 KM 2035235.7 |
 BO0440| CV6088 REILEY AZ MK                                       2542806.4 |
 BO0440| BO0438 RILEY USGS 1935                      69.738 METERS 33100     |
 BO0440| CV6090 REILEY RM 2                          39.641 METERS 33308     |
 BO0440| BO0439 WINDMILL NEAR STA REILEY             34.701 METERS 35021     |
 BO0440|---------------------------------------------------------------------|
 BO0440
 BO0440                          SUPERSEDED SURVEY CONTROL
 BO0440
 BO0440  NAD 83(1986)-  30 38 31.96944(N)    100 15 03.04757(W) AD(       ) 1
 BO0440  NAD 27      -  30 38 31.32600(N)    100 15 01.73500(W) AD(       ) 1
 BO0440
 BO0440.Superseded values are not recommended for survey control.
 BO0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0440.See file dsdata.txt to determine how the superseded data were derived.
 BO0440
 BO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8013890618(NAD 83)
 BO0440_MARKER: DS = TRIANGULATION STATION DISK
 BO0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0440
 BO0440  HISTORY     - Date     Condition        Report By
 BO0440  HISTORY     - 1935     MONUMENTED       CGS
 BO0440  HISTORY     - 1937     GOOD             TXHD
 BO0440  HISTORY     - 1944     GOOD             CGS
 BO0440
 BO0440                          STATION DESCRIPTION
 BO0440
 BO0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0440'STATION IS LOCATED ON HIGH, FLAT GROUND AT THE RANCH OF DAN REILEY,
 BO0440'15-1/4 MILES SW OF FORT MC KAVETT, 23-1/2 MILES E BY N OF SONORA,
 BO0440'IN THE RANCH-YARD.  IT IS ABOUT 200 FEET S OF LARGE WATER
 BO0440'RESERVOIR, 210 FEET SE OF AN OLD TWO-STORY ABANDONED HOUSE, 110
 BO0440'FEET SSE FROM CENTER OF WINDMILL TOWER, AND 8 FEET W OF SW CORNER
 BO0440'OF FENCE OF ORCHARD.  MARK PROJECTS ABOUT 6 INCHES.
 BO0440'
 BO0440'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 BO0440'CONCRETE.
 BO0440'
 BO0440'REFERENCE MARK 1 PROJECTS ABOUT 6 INCHES.
 BO0440'
 BO0440'REFERENCE MARK 2 IS 40 FEET SW OF CENTER OF WINDMILL TOWER AND
 BO0440'PROJECTS ABOUT 8 INCHES.
 BO0440'
 BO0440'AZIMUTH MARK IS 35 FEET S OF CENTER LINE OF ROAD LEADING TO MR.
 BO0440'REILEYS HOUSE AND PROJECTS ABOUT 2 INCHES.
 BO0440'
 BO0440'RILEY (U.S.G.S.) IS MARKED BY THE CENTER OF CUPOLA ATOP OF OLD
 BO0440'ABANDONED HOUSE.
 BO0440'
 BO0440'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 277 SE
 BO0440'OF THE BUSINESS SECTION OF SONORA, GO E ON HIGHWAY 290 FOR 5.0
 BO0440'MILES AND TAKE WELL GRADED T-ROAD LEFT.  FOLLOW THIS GRADED ROAD
 BO0440'7.8 MILES AND MAKE LEFT TURN N THROUGH A WIRE GATE.  CONTINUE
 BO0440'1.85 MILES AND PASS VIRGIL POWELLS RANCH ON LEFT.  PROCEED FOR
 BO0440'11.85 MILES, OR 1.35 MILES AFTER PASSING THROUGH A BUMPER GATE,
 BO0440'AND KEEP STRAIGHT AHEAD ALONG FENCE AND FOLLOW DIM ROAD 0.7
 BO0440'MILE TO RANCH OF DAN REILEY AND STATION.
 BO0440'
 BO0440'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BO0440
 BO0440                          STATION RECOVERY (1937)
 BO0440
 BO0440'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0440'STATION, REFERENCE MARKS, AND RILEY (U.S.G.S.) WERE RECOVERED
 BO0440'IN GOOD CONDITION AND AS DESCRIBED.  DIRECTIONS FOR LOCATING
 BO0440'STATION WERE EXCELLENT.
 BO0440
 BO0440                          STATION RECOVERY (1944)
 BO0440
 BO0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0440'ALL MARKS RECOVERED IN GOOD CONDITION.  THE OLD TWO-STORY HOUSE
 BO0440'HAS BEEN REPLACED BY A ONE-STORY HOUSE, SO THE CUPOLA USED BY THE
 BO0440'U.S. GEOLOGICAL SURVEY AS STATION RILEY, AND WHICH WAS CONNECTED TO
 BO0440'BY C.I.A. IN 1935, NO LONGER EXISTS.
 BO0440'
 BO0440'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 24 MILES ENE
 BO0440'OF SONORA, 30 MILES WNW OF JUNCTION, AND 16 MILES NW OF ROOSEVELT.
 BO0440'IT IS ON HIGH, FLAT GROUND IN THE RANCHYARD OF MR. DAN REILEY.
 BO0440'IT IS 218 FEET SSE OF THE SE CORNER OF THE HOUSE, 221 FEET SW OF
 BO0440'THE NEAR SIDE OF A LARGE RESERVOIR, 114 FEET S OF THE CENTER OF A
 BO0440'WINDMILL, 55 FEET N OF A LARGE LIVE OAK TREE, AND 8 FEET W OF A
 BO0440'FENCE CORNER.
 BO0440'
 BO0440'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 BO0440'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  IT IS STAMPED
 BO0440'REILEY 1935.
 BO0440'
 BO0440'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 BO0440'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  IT IS
 BO0440'STAMPED REILEY NO 1 1935.
 BO0440'
 BO0440'REFERENCE MARK 2 IS 40 FEET WNW OF THE WINDMILL.  IT IS A BRONZE
 BO0440'REFERENCE DISK SET IN A SQUARE CONCRETE POST PROJECTING ABOUT
 BO0440'6 INCHES ABOVE GROUND.  IT IS STAMPED REILEY NO 2 1935.
 BO0440'
 BO0440'AZIMUTH MARK IS AT THE FORK MENTIONED BELOW, 35 FEET S OF THE
 BO0440'CENTER LINE OF ROAD, AND AT A WHITE WOODEN WITNESS POST.  IT
 BO0440'IS A BRONZE REFERENCE DISK SET IN A SQUARE CONCRETE POST PROJECTING
 BO0440'ABOUT 3 INCHES ABOVE GROUND.  IT IS STAMPED AZI REILEY 1935.
 BO0440'
 BO0440'TO REACH STATION FROM SONORA, GO E ON U.S. HIGHWAY 290, FROM
 BO0440'THE MC DONALD HOTEL, FOR 5.4 MILES TO A GRADED T-ROAD LEFT.  TURN
 BO0440'LEFT AND FOLLOW THIS ROAD N AND NE FOR 22 MILES TO A PRIVATE ROAD
 BO0440'STRAIGHT AHEAD AT SIGN DANTE REILEY, WHERE MAIN ROAD CURVES TO
 BO0440'RIGHT.  KEEP STRAIGHT AHEAD ON THIS PRIVATE ROAD 0.5 MILE TO
 BO0440'FORK.  TAKE RIGHT FORK 0.3 MILE TO REILEYS RANCH HOUSE AND
 BO0440'STATION.
 BO0440'
 BO0440'90-FOOT SIGNAL USED, BUT 100-FOOT TOWER REQUIRED TO SEE EVANS
 BO0440'AS LINE JUST FAILS TO CLEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0633 ***********************************************************************
 BN0633  DESIGNATION -  REINER
 BN0633  PID         -  BN0633
 BN0633  STATE/COUNTY-  TX/BLANCO
 BN0633  USGS QUAD   -  PEDERNALES FALLS (1986)
 BN0633
 BN0633                         *CURRENT SURVEY CONTROL
 BN0633  ___________________________________________________________________
 BN0633* NAD 83(1993)-  30 21 37.45301(N)    098 15 03.09183(W)     ADJUSTED  
 BN0633* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 BN0633  ___________________________________________________________________
 BN0633  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 BN0633  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 BN0633
 BN0633  HORZ ORDER  -  FIRST
 BN0633
 BN0633.The horizontal coordinates were established by classical geodetic methods
 BN0633.and adjusted by the National Geodetic Survey in February 1996..
 BN0633
 BN0633.The orthometric height was scaled from a topographic map.
 BN0633
 BN0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0633
 BN0633.The geoid height was determined by GEOID03.
 BN0633
 BN0633;                    North         East     Units Scale Factor Converg.
 BN0633;SPC TX C     - 3,078,779.050   900,177.275   MT  0.99994387   +1 04 21.3
 BN0633;SPC TX C     -10,100,960.93  2,953,331.61   sFT  0.99994387   +1 04 21.3
 BN0633;SPC TXSC     - 4,280,311.351   672,020.408   MT  1.00002317   +0 22 01.2
 BN0633;SPC TXSC     -14,042,988.16  2,204,786.96   sFT  1.00002317   +0 22 01.2
 BN0633;UTM  14      - 3,358,959.979   571,991.435   MT  0.99966394   +0 22 43.2
 BN0633
 BN0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0633!SPC TX C     -   0.99994678  x   0.99994387  =   0.99989066
 BN0633!SPC TXSC     -   0.99994678  x   1.00002317  =   0.99996995
 BN0633!UTM  14      -   0.99994678  x   0.99966394  =   0.99961074
 BN0633
 BN0633|---------------------------------------------------------------------|
 BN0633| PID    Reference Object                     Distance      Geod. Az  |
 BN0633|                                                           dddmmss.s |
 BN0633| CV6093 REINER RM 2                          23.489 METERS 23541     |
 BN0633| CV6091 REINER AZ MK                                       2862405.9 |
 BN0633| CV6092 REINER RM 1                          22.732 METERS 34725     |
 BN0633|---------------------------------------------------------------------|
 BN0633
 BN0633                          SUPERSEDED SURVEY CONTROL
 BN0633
 BN0633  NAD 83(1986)-  30 21 37.46514(N)    098 15 03.07682(W) AD(       ) 1
 BN0633  NAD 27      -  30 21 36.74890(N)    098 15 02.01340(W) AD(       ) 1
 BN0633
 BN0633.Superseded values are not recommended for survey control.
 BN0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0633.See file dsdata.txt to determine how the superseded data were derived.
 BN0633
 BN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7199158960(NAD 83)
 BN0633_MARKER: DS = TRIANGULATION STATION DISK
 BN0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0633
 BN0633  HISTORY     - Date     Condition        Report By
 BN0633  HISTORY     - 1956     MONUMENTED       CGS
 BN0633
 BN0633                          STATION DESCRIPTION
 BN0633
 BN0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0633'THE STATION IS ABOUT 2 MILES SOUTH-SOUTHEAST OF CYPRESS
 BN0633'MILL, 1-1/2 MILES NORTH OF THE PEDERNALES RIVER AND ON LAND
 BN0633'OWNED BY H.F. REINER.  IT IS ABOUT 90 YARDS EAST OF THE CENTER
 BN0633'OF A GRADED ROAD AND 6 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE
 BN0633'WITNESS POST.
 BN0633'
 BN0633'TO REACH THE STATION FROM THE POST OFFICE IN CYPRESS MILL,
 BN0633'GO EASTERLY ON STATE ROAD 962 FOR 0.05 MILE TO A SIDE ROAD
 BN0633'RIGHT AND A CATTLE GUARD, TURN RIGHT, CROSS THE CATTLE GUARD
 BN0633'AND FOLLOW A GRADED ROAD SOUTHERLY FOR 0.55 MILE TO A CATTLE
 BN0633'GUARD AND A GATE, PASS THROUGH THE GATE AND CONTINUE SOUTHERLY
 BN0633'FOR 0.9 MILE TO THE TOP OF A GRADE AND THE STATION ON THE LEFT.
 BN0633'
 BN0633'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 BN0633'GRADED ROAD FOR 0.3 MILE TO A Y-JUNCTION, TURN SHARP RIGHT
 BN0633'AND GO 0.6 MILE ON A GRADED ROAD TO A TRACK ROAD ON THE LEFT,
 BN0633'TURN LEFT AND GO WEST FOR 0.15 TO THE MARK ON THE RIGHT.
 BN0633'
 BN0633'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0633'REINER 1956.
 BN0633'
 BN0633'REFERENCE MARK 1 IS 74 FEET NORTHWEST OF THE WITNESS POST.
 BN0633'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED REINER
 BN0633'NO 1 1956.
 BN0633'
 BN0633'REFERENCE MARK 2 IS 89 FEET SOUTHWEST OF THE WITNESS POST.
 BN0633'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED REINER
 BN0633'NO 2 1956.
 BN0633'
 BN0633'THE AZIMUTH MARK IS ABOUT 100 YARDS NORTHWEST OF THE CENTER
 BN0633'OF THE TRACK ROAD, 15 FEET NORTHWEST OF THE SOUTHEAST EDGE
 BN0633'OF A LEDGE AND 5 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS
 BN0633'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0633'STAMPED REINER 1956.
 BN0633'
 BN0633'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0866 ***********************************************************************
 AJ0866  DESIGNATION -  REISER
 AJ0866  PID         -  AJ0866
 AJ0866  STATE/COUNTY-  TX/WEBB
 AJ0866  USGS QUAD   -  MIRANDO CITY (1980)
 AJ0866
 AJ0866                         *CURRENT SURVEY CONTROL
 AJ0866  ___________________________________________________________________
 AJ0866* NAD 83(1993)-  27 27 19.42499(N)    099 06 21.47605(W)     ADJUSTED  
 AJ0866* NAVD 88     -       179.49   (+/-2cm)     588.9    (feet)  VERTCON   
 AJ0866  ___________________________________________________________________
 AJ0866  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AJ0866  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AJ0866
 AJ0866  HORZ ORDER  -  FIRST
 AJ0866  VERT ORDER  -  THIRD (See Below)
 AJ0866
 AJ0866.The horizontal coordinates were established by classical geodetic methods
 AJ0866.and adjusted by the National Geodetic Survey in February 1996..
 AJ0866
 AJ0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0866.The vertical order pertains to the NGVD 29 superseded value.
 AJ0866
 AJ0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ0866
 AJ0866.The geoid height was determined by GEOID03.
 AJ0866
 AJ0866;                    North         East     Units Scale Factor Converg.
 AJ0866;SPC TX S     - 5,198,322.031   240,103.784   MT  0.99992611   -0 16 30.4
 AJ0866;SPC TX S     -17,054,828.20    787,740.50   sFT  0.99992611   -0 16 30.4
 AJ0866;UTM  14      - 3,036,880.621   489,529.284   MT  0.99960135   -0 02 55.9
 AJ0866
 AJ0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ0866!SPC TX S     -   0.99997566  x   0.99992611  =   0.99990177
 AJ0866!UTM  14      -   0.99997566  x   0.99960135  =   0.99957702
 AJ0866
 AJ0866:                Primary Azimuth Mark                     Grid Az
 AJ0866:SPC TX S     -  OILTON TV STA KZTV KVTV MAST             064 16 33.8
 AJ0866:UTM  14      -  OILTON TV STA KZTV KVTV MAST             064 02 59.3
 AJ0866
 AJ0866|---------------------------------------------------------------------|
 AJ0866| PID    Reference Object                     Distance      Geod. Az  |
 AJ0866|                                                           dddmmss.s |
 AJ0866| AJ1354 OILTON TV STA KZTV KVTV MAST        APPROX.15.7 KM 0640003.4 |
 AJ0866| AJ0867 REISER RM 1                           9.224 METERS 07135     |
 AJ0866| AJ1318 MIRANDO CITY ST HWY DEPT MAST       APPROX.13.2 KM 1161026.5 |
 AJ0866| AJ1315 MIRANDO CITY BELL TEL MAST          APPROX.15.2 KM 1261718.1 |
 AJ0866| AJ0868 REISER RM 2                           7.119 METERS 24445     |
 AJ0866| CV2876 REISER RM 3                                        2483439.0 |
 AJ0866|---------------------------------------------------------------------|
 AJ0866
 AJ0866                          SUPERSEDED SURVEY CONTROL
 AJ0866
 AJ0866  NAD 83(1986)-  27 27 19.42580(N)    099 06 21.44869(W) AD(       ) 1
 AJ0866  NAD 27      -  27 27 18.34116(N)    099 06 20.34640(W) AD(       ) 1
 AJ0866  NGVD 29 (01/29/03)  179.50   (m)          588.9    (f) RESET       3  
 AJ0866
 AJ0866.Superseded values are not recommended for survey control.
 AJ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0866.See file dsdata.txt to determine how the superseded data were derived.
 AJ0866
 AJ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR8952936881(NAD 83)
 AJ0866_MARKER: DS = TRIANGULATION STATION DISK
 AJ0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0866_STAMPING: REISER 1974
 AJ0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0866+STABILITY: SURFACE MOTION
 AJ0866
 AJ0866  HISTORY     - Date     Condition        Report By
 AJ0866  HISTORY     - 1974     MONUMENTED       NGS
 AJ0866  HISTORY     - 1974     GOOD             NGS
 AJ0866
 AJ0866                          STATION DESCRIPTION
 AJ0866
 AJ0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ0866'RM 1 TO RM 2 NOT MEASURED.
 AJ0866'
 AJ0866'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF AGUILARES, 6-1/2 MILES
 AJ0866'WEST-NORTHWEST OF MIRANDO CITY, 8 MILES WEST-SOUTHWEST OF OILTON AND
 AJ0866'ON HIGHWAY RIGHT-OF-WAY.
 AJ0866'
 AJ0866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 359 AND FARM
 AJ0866'ROAD 2895, JUST NORTH OF AGUILARES, GO WEST ON HIGHWAY 359 FOR 1.35
 AJ0866'MILES TO THE SOUTHWEST END OF AN OVERPASS AND THE STATION ON THE
 AJ0866'RIGHT.  TO REACH REFERENCE MARK 3 FROM THE STATION, CONTINUE
 AJ0866'WESTERLY FOR 0.4 MILE TO THE MARK ON THE LEFT.
 AJ0866'
 AJ0866'STATION MARKS ARE STANDARD DISKS, STAMPED REISER 1974, SURFACE MARK
 AJ0866'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AJ0866'PROJECTS 1 INCH ABOVE THE GROUND.  UNDERGROUND MARK IS SET IN AN
 AJ0866'IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND.
 AJ0866'MARKS ARE 26.3 FEET NORTHWEST OF THE CENTER OF THE ROAD, 3.5 FEET
 AJ0866'NORTHWEST OF THE NORTHWEST GUARD RAIL AND 3.3 FEET NORTH OF A METAL
 AJ0866'WITNESS POST.
 AJ0866'
 AJ0866'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REISER NO 1 1974,
 AJ0866'CEMENTED IN A DRILL HOLE IN THE BRIDGE APPROACH RETAINING WALL AND
 AJ0866'IS FLUSH.  IT IS 32.5 FEET NORTHEAST OF THE WITNESS POST, 26.0 FEET
 AJ0866'NORTHWEST OF THE CENTER OF THE ROAD, 7.3 FEET SOUTHWEST OF THE
 AJ0866'NORTHWEST END OF THE WALL AND 1.0 FEET NORTHWEST OF THE
 AJ0866'NORTHWEST GUARD RAIL.
 AJ0866'
 AJ0866'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REISER NO 2 1974, SET
 AJ0866'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AJ0866'3 INCHES ABOVE THE GROUND.  IT IS 24.5 FEET NORTHWEST OF THE CENTER
 AJ0866'OF THE ROAD, 21.3 FEET SOUTHWEST OF THE WITNESS POST AND 1.0 FEET
 AJ0866'NORTHWEST OF THE NORTHWEST GUARD RAIL.
 AJ0866'
 AJ0866'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED REISER NO 3 1974,
 AJ0866'CEMENTED IN A DRILL HOLE AT THE NORTHEAST END OF A CONCRETE
 AJ0866'CULVERT, IT IS 30.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD AND
 AJ0866'1.3 FEET WEST OF A METAL WITNESS POST.  THIS MARK SERVES AS THE
 AJ0866'AZIMUTH MARK.
 AJ0866'
 AJ0866'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO THE
 AJ0866'ALIGNMENT OF THE MARKS AND DUCK BOARDS.
 AJ0866'
 AJ0866'NEAREST TOWN--AGUILARES.
 AJ0866'
 AJ0866'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 AJ0866
 AJ0866                          STATION RECOVERY (1974)
 AJ0866
 AJ0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AJ0866'1.5 MI NW FROM AGUILARES.
 AJ0866'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AJ0866'PROJECTS 1 INCH ABOVE THE GROUND, 26.5 FEET NORTHWEST OF THE CENTER OF
 AJ0866'THE ROAD, 3.5 FEET NORTHWEST OF THE NORTHWEST GUARD RAIL AND 3.3 FEET
 AJ0866'NORTH OF A METAL WITNESS POST.  TO REACH THE STATION FROM THE JUNCTION
 AJ0866'OF STATE HIGHWAY 359 AND FARM ROAD 2895, JUST NORTH OF AGUILARES, GO
 AJ0866'WEST ON HIGHWAY 359 FOR 1.35 MILES TO THE SOUTHWEST END OF AN OVERPASS
 AJ0866'AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0867 ***********************************************************************
 AJ0867  DESIGNATION -  REISER RM 1
 AJ0867  PID         -  AJ0867
 AJ0867  STATE/COUNTY-  TX/WEBB
 AJ0867  USGS QUAD   -  MIRANDO CITY (1980)
 AJ0867
 AJ0867                         *CURRENT SURVEY CONTROL
 AJ0867  ___________________________________________________________________
 AJ0867* NAD 83(1986)-  27 27 19.     (N)    099 06 21.     (W)     SCALED    
 AJ0867* NAVD 88     -       179.36   (+/-2cm)     588.5    (feet)  VERTCON   
 AJ0867  ___________________________________________________________________
 AJ0867  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AJ0867
 AJ0867  VERT ORDER  -  THIRD (See Below)
 AJ0867
 AJ0867.The horizontal coordinates were scaled from a topographic map and have
 AJ0867.an estimated accuracy of +/- 6 seconds.
 AJ0867
 AJ0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0867.The vertical order pertains to the NGVD 29 superseded value.
 AJ0867
 AJ0867.The geoid height was determined by GEOID03.
 AJ0867
 AJ0867;                    North         East    Units  Estimated Accuracy
 AJ0867;SPC TX S     - 5,198,310.      240,120.      MT  (+/- 180 meters Scaled)
 AJ0867
 AJ0867                          SUPERSEDED SURVEY CONTROL
 AJ0867
 AJ0867  NGVD 29 (01/29/03)  179.37   (m)          588.5    (f) RESET       3  
 AJ0867
 AJ0867.Superseded values are not recommended for survey control.
 AJ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0867.See file dsdata.txt to determine how the superseded data were derived.
 AJ0867
 AJ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR895368(NAD 83)
 AJ0867_MARKER: DR = REFERENCE MARK DISK
 AJ0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0867_SP_SET: BRIDGE
 AJ0867_STAMPING: REISER NO. 1 1974
 AJ0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0867
 AJ0867  HISTORY     - Date     Condition        Report By
 AJ0867  HISTORY     - 1974     MONUMENTED       NGS
 AJ0867
 AJ0867                          STATION DESCRIPTION
 AJ0867
 AJ0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AJ0867'1.5 MI NW FROM AGUILARES.
 AJ0867'MARK IS CEMENTED IN A DRILL HOLE IN THE BRIDGE APPROACH RETAINING WALL
 AJ0867'AND IS FLUSH.  IT IS 32.5 FEET NORTHEAST OF THE WITNESS POST, 26.0
 AJ0867'FEET NORTHWEST OF THE CENTER OF THE ROAD, 7.3 FEET SOUTHWEST OF THE
 AJ0867'NORTHWEST END OF THE WALL AND 1.0 FEET NORTHWEST OF THE NORTHWEST
 AJ0867'GUARD RAIL.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AJ0867'359 AND FARM ROAD 2895, JUST NORTH OF AGUILARES, TO WEST ON HIGHWAY
 AJ0867'359 FOR 1.35 MILES TO THE SOUTHWEST END OF AN OVERPASS AND THE STATION
 AJ0867'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0868 ***********************************************************************
 AJ0868  DESIGNATION -  REISER RM 2
 AJ0868  PID         -  AJ0868
 AJ0868  STATE/COUNTY-  TX/WEBB
 AJ0868  USGS QUAD   -  MIRANDO CITY (1980)
 AJ0868
 AJ0868                         *CURRENT SURVEY CONTROL
 AJ0868  ___________________________________________________________________
 AJ0868* NAD 83(1986)-  27 27 19.     (N)    099 06 21.     (W)     SCALED    
 AJ0868* NAVD 88     -       179.51   (+/-2cm)     588.9    (feet)  VERTCON   
 AJ0868  ___________________________________________________________________
 AJ0868  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AJ0868
 AJ0868  VERT ORDER  -  THIRD (See Below)
 AJ0868
 AJ0868.The horizontal coordinates were scaled from a topographic map and have
 AJ0868.an estimated accuracy of +/- 6 seconds.
 AJ0868
 AJ0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0868.The vertical order pertains to the NGVD 29 superseded value.
 AJ0868
 AJ0868.The geoid height was determined by GEOID03.
 AJ0868
 AJ0868;                    North         East    Units  Estimated Accuracy
 AJ0868;SPC TX S     - 5,198,310.      240,120.      MT  (+/- 180 meters Scaled)
 AJ0868
 AJ0868                          SUPERSEDED SURVEY CONTROL
 AJ0868
 AJ0868  NGVD 29 (01/29/03)  179.52   (m)          589.0    (f) RESET       3  
 AJ0868
 AJ0868.Superseded values are not recommended for survey control.
 AJ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0868.See file dsdata.txt to determine how the superseded data were derived.
 AJ0868
 AJ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR895368(NAD 83)
 AJ0868_MARKER: DR = REFERENCE MARK DISK
 AJ0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0868_STAMPING: REISER NO. 2 1974
 AJ0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0868+STABILITY: SURFACE MOTION
 AJ0868
 AJ0868  HISTORY     - Date     Condition        Report By
 AJ0868  HISTORY     - 1974     MONUMENTED       NGS
 AJ0868
 AJ0868                          STATION DESCRIPTION
 AJ0868
 AJ0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AJ0868'1.5 MI NW FROM AGUILARES.
 AJ0868'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AJ0868'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 24.5 FEET NORTHWEST OF THE
 AJ0868'CENTER OF THE ROAD, 21.3 FEET SOUTHWEST OF THE WITNESS POST AND 1.0
 AJ0868'FEET NORTHWEST OF THE NORTHWEST GUARD RAIL.  TO REACH THE STATION FROM
 AJ0868'THE JUNCTION OF STATE HIGHWAY 359 AND FARM ROAD 2895, JUST NORTH OF
 AJ0868'AGUILARES, GO WEST ON HIGHWAY 359 FOR 1.35 MILES TO THE SOUTHWEST END
 AJ0868'OF AN OVERPASS AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2368 ***********************************************************************
 AH2368  DESIGNATION -  RELAY ET AT T
 AH2368  PID         -  AH2368
 AH2368  STATE/COUNTY-  TX/MARTIN
 AH2368  USGS QUAD   -  NORTH CURTIS RANCH (1966)
 AH2368
 AH2368                         *CURRENT SURVEY CONTROL
 AH2368  ___________________________________________________________________
 AH2368* NAD 83(1993)-  32 12 49.77272(N)    102 00 34.14593(W)     ADJUSTED  
 AH2368* NAVD 88     -       855.8    (meters)    2808.     (feet)  VERTCON   
 AH2368  ___________________________________________________________________
 AH2368  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AH2368  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH2368
 AH2368  HORZ ORDER  -  THIRD
 AH2368
 AH2368.The horizontal coordinates were established by classical geodetic methods
 AH2368.and adjusted by the National Geodetic Survey in July 1998..
 AH2368
 AH2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2368
 AH2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2368
 AH2368.The geoid height was determined by GEOID03.
 AH2368
 AH2368;                    North         East     Units Scale Factor Converg.
 AH2368;SPC TXNC     - 2,066,201.617   269,218.244   MT  0.99997868   -1 54 50.6
 AH2368;SPC TXNC     - 6,778,863.14    883,260.19   sFT  0.99997868   -1 54 50.6
 AH2368;UTM  13      - 3,568,060.573   781,868.275   MT  1.00057990   +1 35 42.9
 AH2368;UTM  14      - 3,568,110.546   216,343.016   MT  1.00059238   -1 36 19.3
 AH2368
 AH2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2368!SPC TXNC     -   0.99986953  x   0.99997868  =   0.99984822
 AH2368!UTM  13      -   0.99986953  x   1.00057990  =   1.00044936
 AH2368!UTM  14      -   0.99986953  x   1.00059238  =   1.00046184
 AH2368
 AH2368                          SUPERSEDED SURVEY CONTROL
 AH2368
 AH2368  NGVD 29 (07/28/98)  855.5    (m)         2807.     (f) VERT ANG       
 AH2368
 AH2368.Superseded values are not recommended for survey control.
 AH2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2368.See file dsdata.txt to determine how the superseded data were derived.
 AH2368
 AH2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR8186868061(NAD 83)
 AH2368_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH2368
 AH2368  HISTORY     - Date     Condition        Report By
 AH2368  HISTORY     - 1966     MONUMENTED       USGS
 AH2368
 AH2368                          STATION DESCRIPTION
 AH2368
 AH2368'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2368'STATION IS A STANDARD AMERICAN TELEPHONE AND TELEGRAPH BRONZE TABLET.
 AH2368'RECOVERED BY USGS IN 1966 AND DESCRIBED AS FOLLOWS
 AH2368'TO REACH FROM TARZAN, TEXAS, FOLLOW STATE HIGHWAY 176 4.0 MI. W. TO
 AH2368'PAVED SECTION LINE RD. S., FOLLOW THIS RD. 7.0 MI. TO TOWER AND
 AH2368'STATION AT THE NE. CORNER OF THE PROPERTY FENCE AROUND THE --TARZAN
 AH2368'TD-2-- RELAY STATION AND TOWER 52 FT. W. OF HIGHWAY, 39 FT. N. OF WIRE
 AH2368'GATE, 22.5 FT. N. OF FENCE CORNER.  TABLET STAMPED---BM-TT RELAY ET
 AH2368'1966---.  (NOTE--BM AND TT ARE PREVIOUS STAMPINGS).
 AH2368'STATION MARK--STANDARD A T AND T BRONZE TABLET STAMPED---BM-TT RELAY
 AH2368'ET 1966---, CEMENTED IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0786 ***********************************************************************
 EN0786  DESIGNATION -  RENDON
 EN0786  PID         -  EN0786
 EN0786  STATE/COUNTY-  TX/DONLEY
 EN0786  USGS QUAD   -  CLARENDON (1982)
 EN0786
 EN0786                         *CURRENT SURVEY CONTROL
 EN0786  ___________________________________________________________________
 EN0786* NAD 83(1993)-  34 58 41.97148(N)    100 53 32.78045(W)     ADJUSTED  
 EN0786* NAVD 88     -       848.     (meters)    2782.     (feet)  SCALED    
 EN0786  ___________________________________________________________________
 EN0786  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 EN0786  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EN0786
 EN0786  HORZ ORDER  -  SECOND
 EN0786
 EN0786.The horizontal coordinates were established by classical geodetic methods
 EN0786.and adjusted by the National Geodetic Survey in February 1996..
 EN0786
 EN0786.The orthometric height was scaled from a topographic map.
 EN0786
 EN0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0786
 EN0786.The geoid height was determined by GEOID03.
 EN0786
 EN0786;                    North         East     Units Scale Factor Converg.
 EN0786;SPC TX N     - 1,108,703.092   255,474.080   MT  0.99994012   +0 21 07.6
 EN0786;SPC TX N     - 3,637,470.06    838,167.88   sFT  0.99994012   +0 21 07.6
 EN0786;UTM  14      - 3,872,275.214   327,255.429   MT  0.99996779   -1 05 06.5
 EN0786
 EN0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0786!SPC TX N     -   0.99987108  x   0.99994012  =   0.99981121
 EN0786!UTM  14      -   0.99987108  x   0.99996779  =   0.99983887
 EN0786
 EN0786|---------------------------------------------------------------------|
 EN0786| PID    Reference Object                     Distance      Geod. Az  |
 EN0786|                                                           dddmmss.s |
 EN0786| CX8070 RENDON RM 1                           6.565 METERS 00838     |
 EN0786| CX8069 RENDON AZ MK                                       1764015.7 |
 EN0786| CX8071 RENDON RM 2                           7.019 METERS 17938     |
 EN0786|---------------------------------------------------------------------|
 EN0786
 EN0786                          SUPERSEDED SURVEY CONTROL
 EN0786
 EN0786  NAD 83(1993)-  34 58 41.97343(N)    100 53 32.77824(W) AD(       ) 2
 EN0786  NAD 83(1986)-  34 58 41.97681(N)    100 53 32.77193(W) AD(       ) 2
 EN0786  NAD 27      -  34 58 41.78400(N)    100 53 31.24400(W) AD(       ) 2
 EN0786
 EN0786.Superseded values are not recommended for survey control.
 EN0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0786.See file dsdata.txt to determine how the superseded data were derived.
 EN0786
 EN0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2725572275(NAD 83)
 EN0786_MARKER: DS = TRIANGULATION STATION DISK
 EN0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0786
 EN0786  HISTORY     - Date     Condition        Report By
 EN0786  HISTORY     - 1951     MONUMENTED       CGS
 EN0786  HISTORY     - 1962     GOOD             CGS
 EN0786
 EN0786                          STATION DESCRIPTION
 EN0786
 EN0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0786'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF CLARENDON,
 EN0786'52 FEET WEST OF THE CENTER LINE OF STATE ROUTE 70, 66 FEET
 EN0786'SOUTH OF A POWER LINE POLE, 6 FEET SOUTH OF A WITNESS POST, AND
 EN0786'ON A SMALL SAND DUNE.  THE MARK PROJECTS 3 INCHES, AND THE
 EN0786'DISK IS STAMPED RENDON 1951.
 EN0786'
 EN0786'REFERENCE MARK NO. 1 IS 50 FEET WEST OF THE CENTER LINE OF STATE
 EN0786'ROUTE 70 AND 45 FEET SOUTH OF A POWER LINE POLE.  THE MARK PROJECT
 EN0786'3 INCHES, AND THE DISK IS STAMPED RENDON NO 1 1951.
 EN0786'
 EN0786'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE CENTER LINE OF
 EN0786'STATE ROUTE 70.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 EN0786'STAMPED RENDON NO 2 1951.
 EN0786'
 EN0786'THE AZIMUTH MARK IS 45 FEET EAST OF THE CENTER LINE OF STATE
 EN0786'ROUTE 70, 4 FEET WEST OF A FENCE LINE, 3 FEET SOUTH OF A
 EN0786'WITNESS POST, AND ON THE NORTH END OF A SMALL GROVE OF TREES.
 EN0786'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED RENDON 1951.
 EN0786'
 EN0786'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 EN0786'AND STATE ROUTE 70 AT THE WEST EDGE OF CLARENDON.  GO NORTH
 EN0786'ON STATE ROUTE 70 FOR 2.3 MILES TO THE AZIMUTH MARK ON THE RIGHT
 EN0786'AS DESCRIBED.  CONTINUE NORTH FOR 0.3 MILE TO THE STATION ON
 EN0786'THE LEFT AS DESCRIBED.
 EN0786
 EN0786                          STATION RECOVERY (1962)
 EN0786
 EN0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 EN0786'STATION RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS
 EN0786'FOUND IN GOOD CONDITION.  STATION MARK IS ON TOP OF HIGH
 EN0786'SAND DUNE (BANK) 3 FEET W OF THE W RWY-OF-WAY FENCE IN EDGE
 EN0786'OF GRAIN FIELD.  REFERENCE MARK NO. 2 IS ALONG EDGE OF FIELD
 EN0786'4 FEET W OF THE SAME FENCELINE AND REFERENCE MARK NO. 1
 EN0786'IS N OF THE STATION UNDER THE FENCELINE.  AZIMUTH MARK IS 0.4
 EN0786'MILE S FROM THE STATION ON THE E SIDE OF STATE ROUTE 70 JUST
 EN0786'NNE OF LARGE TREE AND THE MONUMENT IS EXPOSED ABOUT 1 FOOT
 EN0786'BY WASH CONDITIONS ACROSS THE E RWY-OF-WAY AT THIS POINT.
 EN0786'THE MARK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2922 ***********************************************************************
 CS2922  DESIGNATION -  RENDON WATER TANK
 CS2922  PID         -  CS2922
 CS2922  STATE/COUNTY-  TX/TARRANT
 CS2922  USGS QUAD   -  MANSFIELD (1981)
 CS2922
 CS2922                         *CURRENT SURVEY CONTROL
 CS2922  ___________________________________________________________________
 CS2922* NAD 83(1993)-  32 34 51.64745(N)    097 14 34.55677(W)     ADJUSTED  
 CS2922* NAVD 88     -                                                        
 CS2922  ___________________________________________________________________
 CS2922  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CS2922  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CS2922
 CS2922  HORZ ORDER  -  THIRD
 CS2922
 CS2922.The horizontal coordinates were established by classical geodetic methods
 CS2922.and adjusted by the National Geodetic Survey in February 1996..
 CS2922.No horizontal observational check was made to the station.
 CS2922
 CS2922
 CS2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2922
 CS2922.The geoid height was determined by GEOID03.
 CS2922
 CS2922;                    North         East     Units Scale Factor Converg.
 CS2922;SPC TXNC     - 2,102,098.378   718,015.217   MT  0.99990613   +0 41 08.2
 CS2922;SPC TXNC     - 6,896,634.43  2,355,688.26   sFT  0.99990613   +0 41 08.2
 CS2922;UTM  14      - 3,606,201.567   664,920.275   MT  0.99993540   +0 56 47.0
 CS2922
 CS2922                          SUPERSEDED SURVEY CONTROL
 CS2922
 CS2922  NAD 83(1986)-  32 34 51.65195(N)    097 14 34.53857(W) AD(       ) 4
 CS2922  NAD 27      -  32 34 51.16580(N)    097 14 33.49131(W) AD(       ) 3
 CS2922
 CS2922.Superseded values are not recommended for survey control.
 CS2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2922.See file dsdata.txt to determine how the superseded data were derived.
 CS2922
 CS2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6492006202(NAD 83)
 CS2922_MARKER: 53 = ELEVATED TANK
 CS2922
 CS2922  HISTORY     - Date     Condition        Report By
 CS2922  HISTORY     - 1966     FIRST OBSERVED   CGS
 CS2922
 CS2922                          STATION DESCRIPTION
 CS2922
 CS2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2922'THE STATION IS ABOUT 5 MILES NORTHEAST OF BURLESON, ABOUT
 CS2922'5 MILES SOUTHEAST OF EVERMAN, AT THE VILLAGE OF RENDON,
 CS2922'AND ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF F.M. HIGHWAY
 CS2922'1187 AND THE FORREST HILL-RENDON ROAD IN RENDON.  THE TANK
 CS2922'IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK AND IS
 CS2922'ABOUT 50 FEET IN HEIGHT OVERALL.  THE BALL AT APEX OF TANK
 CS2922'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0809 ***********************************************************************
 CB0809  DESIGNATION -  RENFRO ET
 CB0809  PID         -  CB0809
 CB0809  STATE/COUNTY-  TX/RUNNELS
 CB0809  USGS QUAD   -  HERRING RANCH (1987)
 CB0809
 CB0809                         *CURRENT SURVEY CONTROL
 CB0809  ___________________________________________________________________
 CB0809* NAD 83(1993)-  31 45 44.40371(N)    100 06 29.30832(W)     ADJUSTED  
 CB0809* NAVD 88     -       542.6    (meters)    1780.     (feet)  VERTCON   
 CB0809  ___________________________________________________________________
 CB0809  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CB0809  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 CB0809
 CB0809  HORZ ORDER  -  THIRD
 CB0809
 CB0809.The horizontal coordinates were established by classical geodetic methods
 CB0809.and adjusted by the National Geodetic Survey in February 1996..
 CB0809
 CB0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0809
 CB0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0809
 CB0809.The geoid height was determined by GEOID03.
 CB0809
 CB0809;                    North         East     Units Scale Factor Converg.
 CB0809;SPC TX C     - 3,232,345.286   721,333.158   MT  0.99996974   +0 06 57.6
 CB0809;SPC TX C     -10,604,786.16  2,366,573.87   sFT  0.99996974   +0 06 57.6
 CB0809;UTM  14      - 3,514,626.986   395,058.109   MT  0.99973582   -0 35 00.2
 CB0809
 CB0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0809!SPC TX C     -   0.99991873  x   0.99996974  =   0.99988847
 CB0809!UTM  14      -   0.99991873  x   0.99973582  =   0.99965457
 CB0809
 CB0809:                Primary Azimuth Mark                     Grid Az
 CB0809:SPC TX C     -  HERRING ET                               101 34 18.7
 CB0809:UTM  14      -  HERRING ET                               102 16 16.5
 CB0809
 CB0809|---------------------------------------------------------------------|
 CB0809| PID    Reference Object                     Distance      Geod. Az  |
 CB0809|                                                           dddmmss.s |
 CB0809| CB0808 HERRING ET                          APPROX. 3.7 KM 1014116.3 |
 CB0809| CB0811 DISMORE ET                          APPROX. 5.0 KM 3455841.1 |
 CB0809|---------------------------------------------------------------------|
 CB0809
 CB0809                          SUPERSEDED SURVEY CONTROL
 CB0809
 CB0809  NAD 83(1986)-  31 45 44.40984(N)    100 06 29.29421(W) AD(       ) 3
 CB0809  NAD 27      -  31 45 43.85687(N)    100 06 27.96920(W) AD(       ) 3
 CB0809  NGVD 29 (07/19/86)  542.5    (m)         1780.     (f) VERT ANG       
 CB0809
 CB0809.Superseded values are not recommended for survey control.
 CB0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0809.See file dsdata.txt to determine how the superseded data were derived.
 CB0809
 CB0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA9505814627(NAD 83)
 CB0809_MARKER: DD = SURVEY DISK
 CB0809_SETTING: 0 = UNSPECIFIED SETTING
 CB0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0809
 CB0809  HISTORY     - Date     Condition        Report By
 CB0809  HISTORY     - 1958     MONUMENTED       USGS
 CB0809
 CB0809                          STATION DESCRIPTION
 CB0809
 CB0809'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0809'STATION IS LOCATED ABOUT 10.0 MI. (AIRLINE) W. OF BALLINGER AND ABOUT
 CB0809'8.0 MI. S. OF NORTON, RUNNELS COUNTY, TEXAS.  ABOUT 5.0 MI. S. OF
 CB0809'STATE HIGHWAY 158 AND 1.3 MI. E. OF SMITH RANCH BUILDINGS AND 0.4 MI.
 CB0809'N. OF ABANDONED RANCH BUILDINGS ON THE SOUTHERN TOP OF N-S. RIDGE AT
 CB0809'AN E-W. FENCE LINE.
 CB0809'
 CB0809'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 277 AND STATE
 CB0809'HIGHWAY 158 IN BRONTE, GO S. 0.3 MI. TO JUNCTION OF STATE HIGHWAY 158
 CB0809'AND U.S. 277, TURN LEFT AND GO 10.3 MI. E. ALONG STATE 158 TO T-RD.
 CB0809'S., TURN RIGHT AND GO 3.5 MI. TO CATTLEGUARD AND RD. FORK, CONTINUE
 CB0809'ON RIGHT FORK 2.3 MI. TO TRACK RD. LEFT, ABOUT 300 FT. NE. OF SMITH
 CB0809'RANCH BUILDINGS, TURN LEFT FOR 1.0 MI. TO GATES OF A WIRE CORRAL,
 CB0809'PASSING THROUGH GATES CONTINUE 0.85 MI. TO ABANDONED BUILDINGS AND
 CB0809'DIM TRACK RD. N., TURN LEFT FOR 0.6 MI. TO W. END OF EARTH DAM,
 CB0809'CONTINUE W. UP RIDGE, 0.1 MI. TO SUMMIT, TURN RIGHT 0.15 MI. UP
 CB0809'RIDGE TO FENCE LINE AND STATION, 3.5 FT. S. OF FENCE LINE AND 590
 CB0809'FT. E. OF A FENCE CORNER.
 CB0809'
 CB0809'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 CB0809'ABOUT 0.3 FT., STAMPED ---RENFRO-E.T. 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2825 ***********************************************************************
 CS2825  DESIGNATION -  RENNER
 CS2825  PID         -  CS2825
 CS2825  STATE/COUNTY-  TX/COLLIN
 CS2825  USGS QUAD   -  ADDISON (1981)
 CS2825
 CS2825                         *CURRENT SURVEY CONTROL
 CS2825  ___________________________________________________________________
 CS2825* NAD 83(1993)-  32 59 28.68202(N)    096 45 32.38371(W)     ADJUSTED  
 CS2825* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 CS2825  ___________________________________________________________________
 CS2825  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 CS2825  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CS2825
 CS2825  HORZ ORDER  -  THIRD
 CS2825
 CS2825.The horizontal coordinates were established by classical geodetic methods
 CS2825.and adjusted by the National Geodetic Survey in February 1996..
 CS2825
 CS2825.The orthometric height was scaled from a topographic map.
 CS2825
 CS2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2825
 CS2825.The geoid height was determined by GEOID03.
 CS2825
 CS2825;                    North         East     Units Scale Factor Converg.
 CS2825;SPC TXNC     - 2,148,236.340   762,690.351   MT  0.99987317   +0 56 58.3
 CS2825;SPC TXNC     - 7,048,005.39  2,502,259.93   sFT  0.99987317   +0 56 58.3
 CS2825;UTM  14      - 3,652,552.926   709,387.748   MT  1.00014061   +1 13 14.5
 CS2825
 CS2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2825!SPC TXNC     -   0.99996926  x   0.99987317  =   0.99984244
 CS2825!UTM  14      -   0.99996926  x   1.00014061  =   1.00010987
 CS2825
 CS2825|---------------------------------------------------------------------|
 CS2825| PID    Reference Object                     Distance      Geod. Az  |
 CS2825|                                                           dddmmss.s |
 CS2825| CY2975 RENNER RM 1                          16.350 METERS 10048     |
 CS2825| CS2755 RICHARDSON CAMPBELL ROAD TANK       APPROX. 2.0 KM 1234606.8 |
 CS2825| CY2974 RENNER AZ MK                                       1522708.0 |
 CS2825| CS2832 DALLAS MAG                          APPROX. 1.2 KM 1565651.5 |
 CS2825| CY2976 RENNER RM 2                          19.248 METERS 18516     |
 CS2825| CS2834 RICHARDSON HEIGHTS WATER TANK       APPROX. 3.8 KM 1863239.7 |
 CS2825| CS2831 RENNER RESEARCH SCI CEN TANK        APPROX. 0.9 KM 2321808.9 |
 CS2825| CS2833 RENNER CONCRETE SILO                APPROX. 1.8 KM 2444805.6 |
 CS2825|---------------------------------------------------------------------|
 CS2825
 CS2825                          SUPERSEDED SURVEY CONTROL
 CS2825
 CS2825  NAD 83(1993)-  32 59 28.68425(N)    096 45 32.37864(W) AD(       ) 3
 CS2825  NAD 83(1986)-  32 59 28.68881(N)    096 45 32.36834(W) AD(       ) 3
 CS2825  NAD 27      -  32 59 28.24900(N)    096 45 31.37100(W) AD(       ) 3
 CS2825
 CS2825.Superseded values are not recommended for survey control.
 CS2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2825.See file dsdata.txt to determine how the superseded data were derived.
 CS2825
 CS2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0938852553(NAD 83)
 CS2825_MARKER: DS = TRIANGULATION STATION DISK
 CS2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2825
 CS2825  HISTORY     - Date     Condition        Report By
 CS2825  HISTORY     - 1965     MONUMENTED       CGS
 CS2825  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 CS2825
 CS2825                          STATION DESCRIPTION
 CS2825
 CS2825'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 CS2825'THE STATION IS ABOUT 2-1/2 MILES NORTH OF RICHARDSON AND 1 MILE
 CS2825'EAST OF RENNER, ALONG THE RIGHT-OF-WAY OF A PRIVATE ROAD, ABOUT
 CS2825'150 YARDS SOUTHWEST OF THE HIGHEST PART OF HILL, AND ON LAND
 CS2825'OF THE TEXAS RESEARCH FOUNDATION.
 CS2825'
 CS2825'TO REACH THE STATION FROM THE POST OFFICE IN RENNER, GO NORTHERLY
 CS2825'FOR 0.5 MILE TO A T-ROAD.  TURN RIGHT, EAST, GO 0.5 MILE TO A SIDE
 CS2825'ROAD ON THE LEFT.  KEEP STRAIGHT AHEAD, GO 0.5 MILE TO A PRIVATE
 CS2825'ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, GO 0.45 MILE TO STATION
 CS2825'ON THE RIGHT.
 CS2825'
 CS2825'STATION MARK, A STANDARD DISK STAMPED RENNER 1965, IS SET IN
 CS2825'A 12 IN X 12 IN CONCRETE POST WHICH IS ABOUT 1 INCH BELOW THE
 CS2825'SURFACE OF THE GROUND.  IT IS 142 FEET SOUTH OF THE CENTER LINE OF
 CS2825'A DRIVEWAY, 37.5 FEET WEST OF THE CENTER LINE OF A PRIVATE
 CS2825'ROAD, 21 FEET NORTHEAST OF A T-FENCE CORNER, AND 5.9 FEET EAST
 CS2825'OF A METAL WITNESS POST.
 CS2825'
 CS2825'THE UNDERGROUND STATION MARK IS STAMPED RENNER 1965, AND IS SET
 CS2825'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 CS2825'THE GROUND.
 CS2825'
 CS2825'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RENNER NO 1 1965, IS
 CS2825'SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS2825'OF THE GROUND.  IT IS 149 FEET SOUTH OF THE CENTER LINE OF THE
 CS2825'DRIVEWAY, AND 14 FEET EAST OF THE CENTER LINE OF THE PRIVATE
 CS2825'ROAD.
 CS2825'
 CS2825'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RENNER NO 2 1965, IS
 CS2825'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 CS2825'ABOVE THE SURFACE OF THE GROUND.  IT IS 43 FEET WEST OF THE CENTER
 CS2825'LINE OF THE PRIVATE ROAD, AND 42 FEET SOUTH OF THE T-FENCE CORNER.
 CS2825'
 CS2825'AZIMUTH MARK, A STANDARD MAGNETIC STATION DISK, NO STAMPING, IS
 CS2825'SET IN AN 8 IN X 8 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CS2825'THE GROUND.  IT IS ABOUT 0.7 MILE SOUTHEAST OF THE STATION, AT THE
 CS2825'DALLAS GEOMAGNETIC CENTER OBSERVATORY.  THE MARK IS IN
 CS2825'PROLONGATION OF THE SOUTH SIDE OF A SMALL OBSERVATORY BUILDING
 CS2825'WHICH IS THE CENTER BUILDING OF THE WEST GROUP OF BUILDINGS,
 CS2825'ABOUT 50 YARDS WEST OF THE WEST SIDE OF BUILDING.
 CS2825'
 CS2825'THE MARK IS IN DALLAS COUNTY, NEAR THE NORTHERN CITY BOUNDARY OF
 CS2825'RICHARDSON, ABOUT 0.85 MILE EAST OF COIT ROAD AND 0.25 MILE
 CS2825'NORTH OF CAMPBELL ROAD.
 CS2825'
 CS2825'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 CS2825
 CS2825                          STATION RECOVERY (1994)
 CS2825
 CS2825'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2833 ***********************************************************************
 CS2833  DESIGNATION -  RENNER CONCRETE SILO
 CS2833  PID         -  CS2833
 CS2833  STATE/COUNTY-  TX/DALLAS
 CS2833  USGS QUAD   -  ADDISON (1981)
 CS2833
 CS2833                         *CURRENT SURVEY CONTROL
 CS2833  ___________________________________________________________________
 CS2833* NAD 83(1993)-  32 59 03.76810(N)    096 46 35.19747(W)     ADJUSTED  
 CS2833* NAVD 88     -                                                        
 CS2833  ___________________________________________________________________
 CS2833  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 CS2833  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CS2833
 CS2833  HORZ ORDER  -  THIRD
 CS2833
 CS2833.The horizontal coordinates were established by classical geodetic methods
 CS2833.and adjusted by the National Geodetic Survey in February 1996..
 CS2833
 CS2833
 CS2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2833
 CS2833.The geoid height was determined by GEOID03.
 CS2833
 CS2833;                    North         East     Units Scale Factor Converg.
 CS2833;SPC TXNC     - 2,147,442.138   761,072.613   MT  0.99987331   +0 56 24.1
 CS2833;SPC TXNC     - 7,045,399.75  2,496,952.40   sFT  0.99987331   +0 56 24.1
 CS2833;UTM  14      - 3,651,750.869   707,773.360   MT  1.00013231   +1 12 39.5
 CS2833
 CS2833                          SUPERSEDED SURVEY CONTROL
 CS2833
 CS2833  NAD 83(1993)-  32 59 03.77046(N)    096 46 35.19219(W) AD(       ) 4
 CS2833  NAD 83(1986)-  32 59 03.77488(N)    096 46 35.18219(W) AD(       ) 4
 CS2833  NAD 27      -  32 59 03.33600(N)    096 46 34.18300(W) AD(       ) 3
 CS2833
 CS2833.Superseded values are not recommended for survey control.
 CS2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2833.See file dsdata.txt to determine how the superseded data were derived.
 CS2833
 CS2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0777351751(NAD 83)
 CS2833_MARKER: 64 = SILO
 CS2833
 CS2833  HISTORY     - Date     Condition        Report By
 CS2833  HISTORY     - 1965     FIRST OBSERVED   CGS
 CS2833  HISTORY     - 19910617 MARK NOT FOUND   USPSQD
 CS2833
 CS2833                          STATION DESCRIPTION
 CS2833
 CS2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 CS2833'THE STATION IS THE CENTER OF A CONCRETE SILO ON THE SUMMIT OF
 CS2833'A HILL, ABOUT 0.3 MILE SOUTH OF RENNER.  THE SILO IS SOUTH OF
 CS2833'A GROUP OF TREES AND RANCH BUILDINGS AT THE NORTH EDGE OF A
 CS2833'PASTURE.  IT IS ROUND AND ABOUT 30 FEET HIGH.
 CS2833
 CS2833                          STATION RECOVERY (1991)
 CS2833
 CS2833'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2831 ***********************************************************************
 CS2831  DESIGNATION -  RENNER RESEARCH SCI CEN TANK
 CS2831  PID         -  CS2831
 CS2831  STATE/COUNTY-  TX/COLLIN
 CS2831  USGS QUAD   -  ADDISON (1981)
 CS2831
 CS2831                         *CURRENT SURVEY CONTROL
 CS2831  ___________________________________________________________________
 CS2831* NAD 83(1993)-  32 59 11.36714(N)    096 45 58.96706(W)     ADJUSTED  
 CS2831* NAVD 88     -                                                        
 CS2831  ___________________________________________________________________
 CS2831  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 CS2831  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CS2831
 CS2831  HORZ ORDER  -  THIRD
 CS2831
 CS2831.The horizontal coordinates were established by classical geodetic methods
 CS2831.and adjusted by the National Geodetic Survey in February 1996..
 CS2831
 CS2831
 CS2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2831
 CS2831.The geoid height was determined by GEOID03.
 CS2831
 CS2831;                    North         East     Units Scale Factor Converg.
 CS2831;SPC TXNC     - 2,147,691.654   762,009.183   MT  0.99987327   +0 56 43.8
 CS2831;SPC TXNC     - 7,046,218.37  2,500,025.13   sFT  0.99987327   +0 56 43.8
 CS2831;UTM  14      - 3,652,004.878   708,708.984   MT  1.00013712   +1 12 59.5
 CS2831
 CS2831                          SUPERSEDED SURVEY CONTROL
 CS2831
 CS2831  NAD 83(1993)-  32 59 11.36943(N)    096 45 58.96196(W) AD(       ) 4
 CS2831  NAD 83(1986)-  32 59 11.37411(N)    096 45 58.95153(W) AD(       ) 4
 CS2831  NAD 27      -  32 59 10.93600(N)    096 45 57.95100(W) AD(       ) 3
 CS2831
 CS2831.Superseded values are not recommended for survey control.
 CS2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2831.See file dsdata.txt to determine how the superseded data were derived.
 CS2831
 CS2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0870952005(NAD 83)
 CS2831_MARKER: 53 = ELEVATED TANK
 CS2831
 CS2831  HISTORY     - Date     Condition        Report By
 CS2831  HISTORY     - 1965     FIRST OBSERVED   CGS
 CS2831  HISTORY     - 19910713 MARK NOT FOUND   USPSQD
 CS2831
 CS2831                          STATION DESCRIPTION
 CS2831
 CS2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 CS2831'THE STATION IS THE SPIRE AT THE TOP CENTER OF A WOODEN WATER
 CS2831'TANK WHICH IS ABOUT 100 YARDS EAST OF THE TEXAS RESEARCH
 CS2831'FOUNDATION ADMINISTRATION BUILDING, LOCATED ABOUT 0.4 MILE
 CS2831'EAST-SOUTHEAST ALONG COIT ROAD FROM THE POST OFFICE IN RENNER.
 CS2831'THE TANK IS SUPPORTED BY FOUR LEGS AND IS ABOUT 40 FEET IN
 CS2831'HEIGHT OVERALL.
 CS2831
 CS2831                          STATION RECOVERY (1991)
 CS2831
 CS2831'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3143 ***********************************************************************
 CS3143  DESIGNATION -  RENO
 CS3143  PID         -  CS3143
 CS3143  STATE/COUNTY-  TX/PARKER
 CS3143  USGS QUAD   -  AZLE (1978)
 CS3143
 CS3143                         *CURRENT SURVEY CONTROL
 CS3143  ___________________________________________________________________
 CS3143* NAD 83(1993)-  32 58 20.69204(N)    097 34 09.26726(W)     ADJUSTED  
 CS3143* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 CS3143  ___________________________________________________________________
 CS3143  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 CS3143  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CS3143
 CS3143  HORZ ORDER  -  FIRST
 CS3143
 CS3143.The horizontal coordinates were established by classical geodetic methods
 CS3143.and adjusted by the National Geodetic Survey in February 1996..
 CS3143
 CS3143.The orthometric height was scaled from a topographic map.
 CS3143
 CS3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3143
 CS3143.The geoid height was determined by GEOID03.
 CS3143
 CS3143;                    North         East     Units Scale Factor Converg.
 CS3143;SPC TXNC     - 2,145,179.328   686,997.349   MT  0.99987357   +0 30 27.5
 CS3143;SPC TXNC     - 7,037,975.85  2,253,923.80   sFT  0.99987357   +0 30 27.5
 CS3143;UTM  14      - 3,649,137.463   633,702.839   MT  0.99982042   +0 46 43.6
 CS3143
 CS3143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3143!SPC TXNC     -   0.99996187  x   0.99987357  =   0.99983545
 CS3143!UTM  14      -   0.99996187  x   0.99982042  =   0.99978230
 CS3143
 CS3143|---------------------------------------------------------------------|
 CS3143| PID    Reference Object                     Distance      Geod. Az  |
 CS3143|                                                           dddmmss.s |
 CS3143| CY2979 RENO RM 2                            16.862 METERS 04702     |
 CS3143| CY2978 RENO RM 1                            34.607 METERS 14540     |
 CS3143| CY2977 RENO AZ MK                                         2535839.8 |
 CS3143|---------------------------------------------------------------------|
 CS3143
 CS3143                          SUPERSEDED SURVEY CONTROL
 CS3143
 CS3143  NAD 83(1993)-  32 58 20.69450(N)    097 34 09.25391(W) AD(       ) 1
 CS3143  NAD 83(1986)-  32 58 20.69535(N)    097 34 09.25143(W) AD(       ) 1
 CS3143  NAD 27      -  32 58 20.24800(N)    097 34 08.15600(W) AD(       ) 1
 CS3143
 CS3143.Superseded values are not recommended for survey control.
 CS3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3143.See file dsdata.txt to determine how the superseded data were derived.
 CS3143
 CS3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3370349137(NAD 83)
 CS3143_MARKER: DD = SURVEY DISK
 CS3143_SETTING: 66 = SET IN ROCK OUTCROP
 CS3143_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CS3143
 CS3143  HISTORY     - Date     Condition        Report By
 CS3143  HISTORY     - 1946     MONUMENTED       CGS
 CS3143  HISTORY     - 1951     GOOD             CGS
 CS3143  HISTORY     - 1960     GOOD             CGS
 CS3143  HISTORY     - 1963     GOOD             CGS
 CS3143
 CS3143                          STATION DESCRIPTION
 CS3143
 CS3143'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3143'STATION IS LOCATED ABOUT 4.5 MILES NE OF THE SMALL VILLAGE OF
 CS3143'LA JUNTA ON STATE HIGHWAY 199 AND ABOUT 2 MILES NNE OF THE RENO
 CS3143'STORE.  THE STATION IS ON LAND OWNED BY I. BLUM AND OCCUPIED BY
 CS3143'R.W. LATHAM.  IT IS ABOUT 100 YARDS NW OF THE LATHAM HOUSE,
 CS3143'AND 15 FEET E OF THE E EDGE OF A SHALLOW LIMESTONE BORROW PIT.
 CS3143'
 CS3143'THE SURFACE STATION MARK IS A BRONZE STATION DISK IN A DRILL
 CS3143'HOLE IN OUTCROPPING BEDROCK, AND IT IS STAMPED RENO NO 1 1946.
 CS3143'
 CS3143'REFERENCE MARK 2 IS 55.32 FEET NE OF THE STATION.  IT IS LOCATED
 CS3143'ON THE NE SLOPE OF THE HILL.  IT IS A BRONZE REFERENCE DISK
 CS3143'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 INCHES.
 CS3143'IT IS STAMPED RENO NO 2 1946.
 CS3143'
 CS3143'AZIMUTH MARK IS 1 MILE WSW OF THE STATION, 13 FEET N OF THE
 CS3143'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 7 FEET W OF A WHITE
 CS3143'WOODEN WITNESS POST AND 1 FOOT S OF AN E-W FENCE LINE.  IT IS A
 CS3143'BRONZE AZIMUTH DISK, STAMPED RENO 1946, AND SET IN THE TOP OF A
 CS3143'CONCRETE POST.  IT PROJECTS 3 INCHES.
 CS3143'
 CS3143'TO REACH THE STATION FROM THE SMALL VILLAGE OF LA JUNTA, GO
 CS3143'E FROM THE RAINBOW SERVICE STATION ON STATE HIGHWAY 199 FOR
 CS3143'0.7 MILE TO A DIRT T-ROAD LEFT, TURN LEFT AND GO 2.2 MILES,
 CS3143'THENCE RIGHT FOR 0.4 MILE TO THE RENO STORE, CONTINUE ON E
 CS3143'FOR 0.1 MILE, THENCE LEFT FOR 0.5 MILE ON MAIN TRAVELED ROAD
 CS3143'TO A T-ROAD RIGHT NEAR A SMALL WHITE HOUSE, TURN RIGHT AND GO
 CS3143'0.1 MILE, THENCE RIGHT AT THE END OF N-S ROAD AND GO E FOR 0.5
 CS3143'MILE, THENCE RIGHT FOR 0.3 MILE TO THE LATHAM FARMHOUSE AND
 CS3143'THE STATION AS DESCRIBED.
 CS3143'
 CS3143'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3143
 CS3143                          STATION RECOVERY (1951)
 CS3143
 CS3143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3143'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 CS3143'ROUTE TO THE STATION WAS FOUND IN ERROR AND A NEW DESCRIPTION IS
 CS3143'AS FOLLOWS--
 CS3143'
 CS3143'TO REACH STATION FROM HIGHWAY 199 AT THE E SIDE OF LA JUNTA,
 CS3143'GO N ON FARM ROAD 1542 FOR 2.7 MILES TO THE RENO STORE.  CONTINUE
 CS3143'E FROM THE STORE 0.1 MILE, THEN TURN LEFT AND GO N ON A GRADED
 CS3143'ROAD 0.5 MILE.  TURN RIGHT AT A T-ROAD A SHORT DISTANCE AND
 CS3143'THEN CONTINUE N 1.1 MILES.  AGAIN TURN RIGHT AT A T-ROAD AND
 CS3143'AGAIN N ON THE MAIN ROAD 0.5 MILE.  TURN RIGHT HERE AND GO E ON A
 CS3143'FARM LANE ABOUT 50 YARDS TO THE AZIMUTH MARK ON THE LEFT OR N
 CS3143'SIDE OF THE ROAD, THEN CONTINUE E 0.3 MILE TO THE END OF THE
 CS3143'ROAD AND THE STATION ABOUT 100 YARDS NW OF THE FARMHOUSE AS
 CS3143'DESCRIBED.
 CS3143
 CS3143                          STATION RECOVERY (1960)
 CS3143
 CS3143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3143'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3143'
 CS3143'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS3143
 CS3143                          STATION RECOVERY (1963)
 CS3143
 CS3143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3143'THE STATION MARK, REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED
 CS3143'IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARKS
 CS3143'WERE FOUND TO BE AS DESCRIBED IN THE ORIGINAL DESCRIPTION.  THE
 CS3143'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE STATION WAS
 CS3143'REACHED AS FOLLOWS--TO REACH FROM THE DICKS CAFE AND TRUCK STOP
 CS3143'IN LA JUNTA, GO SOUTHEAST ON STATE HIGHWAY 199 FOR 0.95 MILE TO
 CS3143'FARM ROAD 1542 ON THE LEFT.  TURN LEFT AND FOLLOW THE FARM
 CS3143'ROAD FOR 2.3 MILES TO A T-ROAD JUNCTION.  TURN RIGHT, GO 0.4
 CS3143'MILE TO THE RENO GROCERY STORE.  CONTINUE ON THE BLACK TOP
 CS3143'ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT, GO
 CS3143'0.5 MILE TO A SIDE ROAD ON THE RIGHT AT A FARM HOUSE ON THE
 CS3143'LEFT.  KEEP STRAIGHT AHEAD, GO 0.95 MILE TO A T-ROAD
 CS3143'JUNCTION.  TURN RIGHT, GO 0.25 MILE TO WHERE THE ROAD TURNS
 CS3143'LEFT.  TURN LEFT, GO 0.55 MILE TO A FARM LANE ON THE RIGHT
 CS3143'AT THE MAIL BOX OF MR. E.A. OLSOVSKY.  TURN RIGHT AND
 CS3143'FOLLOW THE LANE FOR 0.3 MILE TO THE FARM HOUSE.  FROM
 CS3143'HERE PACK NORTHWESTERLY ACROSS PASTURE LAND FOR ABOUT 180
 CS3143'YARDS TO HIGHEST PART OF HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1350 ***********************************************************************
 DM1350  DESIGNATION -  RENO RESET
 DM1350  PID         -  DM1350
 DM1350  STATE/COUNTY-  TX/LAMAR
 DM1350  USGS QUAD   -  BLOSSOM (1964)
 DM1350
 DM1350                         *CURRENT SURVEY CONTROL
 DM1350  ___________________________________________________________________
 DM1350* NAD 83(1993)-  33 39 46.59508(N)    095 26 03.72680(W)     ADJUSTED  
 DM1350* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 DM1350  ___________________________________________________________________
 DM1350  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 DM1350  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM1350
 DM1350  HORZ ORDER  -  THIRD
 DM1350
 DM1350.The horizontal coordinates were established by classical geodetic methods
 DM1350.and adjusted by the National Geodetic Survey in February 1996..
 DM1350
 DM1350.The orthometric height was scaled from a topographic map.
 DM1350
 DM1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1350
 DM1350.The geoid height was determined by GEOID03.
 DM1350
 DM1350;                    North         East     Units Scale Factor Converg.
 DM1350;SPC TXNC     - 2,225,520.108   884,270.985   MT  0.99992940   +1 40 19.1
 DM1350;SPC TXNC     - 7,301,560.55  2,901,145.72   sFT  0.99992940   +1 40 19.1
 DM1350;UTM  15      - 3,727,443.742   274,280.935   MT  1.00022815   -1 20 59.8
 DM1350
 DM1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1350!SPC TXNC     -   0.99997849  x   0.99992940  =   0.99990789
 DM1350!UTM  15      -   0.99997849  x   1.00022815  =   1.00020663
 DM1350
 DM1350:                Primary Azimuth Mark                     Grid Az
 DM1350:SPC TXNC     -  RENO AZ MK                               086 25 42.8
 DM1350:UTM  15      -  RENO AZ MK                               089 27 01.7
 DM1350
 DM1350|---------------------------------------------------------------------|
 DM1350| PID    Reference Object                     Distance      Geod. Az  |
 DM1350|                                                           dddmmss.s |
 DM1350| CY2980 RENO AZ MK                                         0880601.9 |
 DM1350| DM1344 BLOSSOM MUNICIPAL TANK              APPROX. 4.8 KM 0934545.0 |
 DM1350| CY2981 RENO RM 1                            20.850 METERS 09530     |
 DM1350| CY2983 RENO RM 3                            16.894 METERS 14532     |
 DM1350| CY2982 RENO RM 2                            18.408 METERS 28343     |
 DM1350|---------------------------------------------------------------------|
 DM1350
 DM1350                          SUPERSEDED SURVEY CONTROL
 DM1350
 DM1350  NAD 83(1993)-  33 39 46.59596(N)    095 26 03.72580(W) AD(       ) 3
 DM1350  NAD 83(1986)-  33 39 46.60186(N)    095 26 03.71544(W) AD(       ) 3
 DM1350  NAD 27      -  33 39 46.22200(N)    095 26 02.88000(W) AD(       ) 3
 DM1350
 DM1350.Superseded values are not recommended for survey control.
 DM1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1350.See file dsdata.txt to determine how the superseded data were derived.
 DM1350
 DM1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7428127444(NAD 83)
 DM1350_MARKER: DS = TRIANGULATION STATION DISK
 DM1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1350_STAMPING: RENO 1950 1966
 DM1350_PROJECTION: FLUSH
 DM1350
 DM1350  HISTORY     - Date     Condition        Report By
 DM1350  HISTORY     - 1966     MONUMENTED       CGS
 DM1350
 DM1350                          STATION DESCRIPTION
 DM1350
 DM1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DM1350'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 2 AND THE
 DM1350'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 DM1350'STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND TO HAVE
 DM1350'BEEN DESTROYED.  THE SUB-STATION MARK WAS HELD INTACT AND
 DM1350'A NEW SURFACE MARK WAS SET DIRECTLY ABOVE THE SUB-STATION
 DM1350'MARK.  ONE NEW REFERENCE MARK WAS SET.
 DM1350'
 DM1350'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 3 MILES
 DM1350'WEST OF BLOSSOM, 1-1/2 MILES EAST OF RENO, ALONG THE HIGHWAY
 DM1350'RIGHT-OF-WAY, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF
 DM1350'U.S. HIGHWAY 82 AND F.M. HIGHWAY 2121.
 DM1350'
 DM1350'TO REACH THE STATION FROM THE JUNCTION OF F.M. HIGHWAY
 DM1350'1508 AND U.S. HIGHWAY 82 IN RENO, GO EAST ON U.S. HIGHWAY
 DM1350'82 FOR 1.65 MILES TO THE STATION ON THE RIGHT.  CONTINUE
 DM1350'ON THE HIGHWAY FOR 0.6 MILE TO AZIMUTH MARK ON THE LEFT.
 DM1350'
 DM1350'THE SURFACE STATION MARK DISK, STAMPED RENO 1950 1966,
 DM1350'IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 DM1350'OF THE GROUND.  IT IS 75 FEET SOUTH OF THE CENTER LINE OF
 DM1350'U.S. HIGHWAY 82, 116 FEET WEST OF THE CENTER LINE OF F.M.
 DM1350'HIGHWAY 2121, 101 FEET EAST OF THE CENTER OF A PRIVATE DRIVEWAY,
 DM1350'AND 25 FEET NORTHEAST OF A BELL TELEPHONE UNDERGROUND CABLE
 DM1350'POLE.  THE SUB-STATION MARK, A STANDARD DISK, STAMPED RENO
 DM1350'1950, IS SET IN AN IRREGULAR MASS OF CONCRETE 24 INCHES
 DM1350'BELOW THE SURFACE OF THE GROUND.
 DM1350'
 DM1350'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED RENO NO.
 DM1350'2 1950, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 DM1350'ABOUT 7 INCHES.  IT IS 61 FEET SOUTH OF THE CENTER LINE
 DM1350'OF U.S. HIGHWAY 82, AND 42 FEET EAST OF THE CENTER OF THE
 DM1350'PRIVATE DRIVEWAY.
 DM1350'
 DM1350'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED RENO NO 3
 DM1350'1950 1966 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 DM1350'PROJECTS 4 INCHES.  IT IS 120 FEET SOUTH OF THE CENTER LINE
 DM1350'OF U.S. HIGHWAY 82, 85 FEET WEST OF THE CENTER LINE OF F.M.
 DM1350'HIGHWAY 2121, AND 1 FOOT WEST OF A HIGHWAY RIGHT-OF-WAY CONCRETE
 DM1350'POST.
 DM1350'
 DM1350'AZIMUTH MARK, A STANDARD DISK, STAMPED RENO 1950, IS SET
 DM1350'IN A ROUND CONCRETE POST ABOUT 10 INCHES IN DIAMETER AND
 DM1350'PROJECTS ABOUT 2 INCHES.  IT IS 60 FEET NORTH OF THE CENTER
 DM1350'LINE OF U.S. HIGHWAY 82, 39 FEET EAST OF THE CENTER OF A
 DM1350'WOODEN GATE, 3 FEET WEST OF A HIGHWAY RIGHT-OF-WAY CONCRETE
 DM1350'POST, AND 1 FOOT WEST OF A METAL WITNESS POST.
 DM1350'
 DM1350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES
 DM1350'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9967 ***********************************************************************
 AG9967  DESIGNATION -  RES
 AG9967  PID         -  AG9967
 AG9967  STATE/COUNTY-  TX/TRAVIS
 AG9967  USGS QUAD   -  AUSTIN WEST (1988)
 AG9967
 AG9967                         *CURRENT SURVEY CONTROL
 AG9967  ___________________________________________________________________
 AG9967* NAD 83(1993)-  30 19 49.13174(N)    097 46 12.67374(W)     ADJUSTED  
 AG9967* NAVD 88     -       263.9    (meters)     866.     (feet)  VERTCON   
 AG9967  ___________________________________________________________________
 AG9967  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AG9967  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AG9967
 AG9967  HORZ ORDER  -  THIRD
 AG9967
 AG9967.The horizontal coordinates were established by classical geodetic methods
 AG9967.and adjusted by the National Geodetic Survey in July 1998..
 AG9967
 AG9967.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9967
 AG9967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9967
 AG9967.The geoid height was determined by GEOID03.
 AG9967
 AG9967;                    North         East     Units Scale Factor Converg.
 AG9967;SPC TX C     - 3,076,409.244   946,451.143   MT  0.99994983   +1 19 12.6
 AG9967;SPC TX C     -10,093,185.99  3,105,148.46   sFT  0.99994983   +1 19 12.6
 AG9967;UTM  14      - 3,356,028.557   618,222.303   MT  0.99977242   +0 37 16.0
 AG9967
 AG9967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9967!SPC TX C     -   0.99996260  x   0.99994983  =   0.99991243
 AG9967!UTM  14      -   0.99996260  x   0.99977242  =   0.99973503
 AG9967
 AG9967                          SUPERSEDED SURVEY CONTROL
 AG9967
 AG9967  NGVD 29 (07/28/98)  263.8    (m)          865.     (f) VERT ANG       
 AG9967
 AG9967.Superseded values are not recommended for survey control.
 AG9967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9967.See file dsdata.txt to determine how the superseded data were derived.
 AG9967
 AG9967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1822256029(NAD 83)
 AG9967_MARKER: DS = TRIANGULATION STATION DISK
 AG9967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9967+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 AG9967
 AG9967  HISTORY     - Date     Condition        Report By
 AG9967  HISTORY     - 1952     MONUMENTED       USGS
 AG9967  HISTORY     - 20020618 GOOD             TXDOT
 AG9967  HISTORY     - 20050312 GOOD             USPSQD
 AG9967
 AG9967                          STATION DESCRIPTION
 AG9967
 AG9967'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AG9967'STATION IS LOCATED WITHIN THE CITY LIMITS OF AUSTIN, ABOUT 4 MI.
 AG9967'(AIRLINE) NW. OF THE TEXAS STATE CAPITOL BUILDING, .5 MI. E. OF THE
 AG9967'COLORADO RIVER, AND ABOUT 600 YDS. NNE. OF MT. BARKER AT THE CITY OF
 AG9967'AUSTIN WATER RESERVOIR.
 AG9967'TO REACH FROM THE INTERSECTION OF HANCOCK DRIVE AND PARKCREST DRIVE
 AG9967'NEAR AUSTIN MEMORIAL PARK IN NW. AUSTIN, DRIVE S. ON PARKCREST DRIVE
 AG9967'0.4 MI. TO PERRY LANE, FOLLOW PERRY LANE NW. TWO BLOCKS TO RIDGE
 AG9967'DRIVE, THENCE SW. TWO BLOCKS TO THE CITY RESERVOIR.  THE STATION MARK
 AG9967'IS LOCATED IN THE NW. CORNER OF A CONCRETE ENTRANCE HATCH NEAR THE NE.
 AG9967'CORNER OF THE RESERVOIR.
 AG9967'STATION MARK--A USGS STANDARD TABLET STAMPED---RES 1952 865---,
 AG9967'CEMENTED IN THE NW. CORNER OF THE RESERVOIR ENTRANCE HATCH.
 AG9967
 AG9967                          STATION RECOVERY (2002)
 AG9967
 AG9967'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (WEH)
 AG9967'FROM A DISTANCE OF +/- 3 METERS, STATION APPEARS TO BE IN GOOD
 AG9967'CONDITION. A 2M IRON, SPIKED TOP FENCE SURROUNDS ALL ENTRANCE AND
 AG9967'EXIT POINTS TO THE RESEVOIR, AND PREVENTS DIRECT OBSERVATION OF
 AG9967'THE STATION. FOR ACCESS, CALL CITY OF AUSTIN 512-459-7881 OR
 AG9967'512-480-2300. NOTE-THESE ARE EMERGENCY PHONE NUMBERS.
 AG9967
 AG9967                          STATION RECOVERY (2005)
 AG9967
 AG9967'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AG9967'THE ORIGINAL DECRIPTION IS ADEQUATE BUT NOTE THAT THE MARK IS LOCATED
 AG9967'WITHIN THE LARGEST AND NORTHMOST OF TWO SMALL FENCED AREAS ABOVE THE
 AG9967'UNDERGROUND WATER UTILITY.  THE HATCH IS IN THE ELONGATED NARROW AREA
 AG9967'TO THE SOUTH END OF THE ENCLOSURE.  THE MARK IS IN THE CONCRETE BASE
 AG9967'AT THE NW CORNER OF THE HATCH AND IS 14.8 FT INSIDE THE FENCE.  FOR
 AG9967'ACCESS CALL THE WATER UTILITY DEPT. OF THE CITY OF AUSTIN PH. 512
 AG9967'972-0101.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0289 ***********************************************************************
 AB0289  CBN         -  This is a Cooperative Base Network Control Station.
 AB0289  DESIGNATION -  RESACA
 AB0289  PID         -  AB0289
 AB0289  STATE/COUNTY-  TX/CAMERON
 AB0289  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0289
 AB0289                         *CURRENT SURVEY CONTROL
 AB0289  ___________________________________________________________________
 AB0289* NAD 83(1993)-  26 08 46.97075(N)    097 28 09.51277(W)     ADJUSTED  
 AB0289* NAVD 88     -         5.823  (meters)      19.10   (feet)  ADJUSTED  
 AB0289  ___________________________________________________________________
 AB0289  X           -    -744,765.330 (meters)                     COMP
 AB0289  Y           -  -5,680,565.894 (meters)                     COMP
 AB0289  Z           -   2,793,621.787 (meters)                     COMP
 AB0289  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 AB0289  ELLIP HEIGHT-         -16.25  (meters)          (10/24/00) GPS OBS
 AB0289  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AB0289  DYNAMIC HT  -           5.814 (meters)      19.07  (feet)  COMP
 AB0289  MODELED GRAV-     979,049.4   (mgal)                       NAVD 88
 AB0289
 AB0289  HORZ ORDER  -  A
 AB0289  VERT ORDER  -  SECOND    CLASS 0
 AB0289  ELLP ORDER  -  FOURTH    CLASS I
 AB0289
 AB0289.The horizontal coordinates were established by GPS observations
 AB0289.and adjusted by the National Geodetic Survey in April 1994..
 AB0289
 AB0289.The orthometric height was determined by differential leveling
 AB0289.and adjusted by the National Geodetic Survey in June 1991..
 AB0289
 AB0289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB0289
 AB0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0289
 AB0289.The ellipsoidal height was determined by GPS observations
 AB0289.and is referenced to NAD 83.
 AB0289
 AB0289.The geoid height was determined by GEOID03.
 AB0289
 AB0289.The dynamic height is computed by dividing the NAVD 88
 AB0289.geopotential number by the normal gravity value computed on the
 AB0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0289.degrees latitude (g = 980.6199 gals.).
 AB0289
 AB0289.The modeled gravity was interpolated from observed gravity values.
 AB0289
 AB0289;                    North         East     Units Scale Factor Converg.
 AB0289;SPC TX S     - 5,053,570.914   403,061.582   MT  1.00000517   +0 28 04.6
 AB0289;SPC TX S     -16,579,923.91  1,322,377.87   sFT  1.00000517   +0 28 04.6
 AB0289;UTM  14      - 2,892,795.549   653,008.838   MT  0.99988907   +0 40 28.8
 AB0289
 AB0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0289!SPC TX S     -   1.00000255  x   1.00000517  =   1.00000772
 AB0289!UTM  14      -   1.00000255  x   0.99988907  =   0.99989162
 AB0289
 AB0289|---------------------------------------------------------------------|
 AB0289| PID    Reference Object                     Distance      Geod. Az  |
 AB0289|                                                           dddmmss.s |
 AB0289| AB0290 RESACA RM 1                                        08845     |
 AB0289| AB1541 BAYVIEW MUNICIPAL TANK              APPROX. 7.4 KM 1091248.2 |
 AB0289| AB0285 Y 677                                              1863724.5 |
 AB0289| AB0288 X 677 RESET 1965                                   1874849.6 |
 AB0289| CV2877 RESACA AZ MK 2                                     1883527.5 |
 AB0289| AB0292 RESACA RM 4                          25.690 METERS 22746     |
 AB0289| CV2879 RESACA RM 3                          29.422 METERS 23543     |
 AB0289| AB1602 SAN BENITO STANDPIPE                APPROX.16.4 KM 2651710.6 |
 AB0289| AB1608 SAN BENITO MUNICIPAL TANK           APPROX.16.4 KM 2653144.4 |
 AB0289| CV2878 RESACA RM                            32.110 METERS 27257     |
 AB0289| AB0293 RESACA RM 5                          26.419 METERS 32243     |
 AB0289| AB0291 RESACA RM 2                          36.305 METERS 32502     |
 AB0289|---------------------------------------------------------------------|
 AB0289
 AB0289                          SUPERSEDED SURVEY CONTROL
 AB0289
 AB0289  ELLIP H (05/09/94)  -16.13   (m)                       GP(       ) 4 2
 AB0289  ELLIP H (04/21/94)  -16.13   (m)                       GP(       ) 3 1
 AB0289  NAD 83(1986)-  26 08 46.98328(N)    097 28 09.47021(W) AD(       ) 1
 AB0289  NAD 27      -  26 08 45.77867(N)    097 28 08.60964(W) AD(       ) 3
 AB0289  NAVD 88 (04/21/94)    5.82   (m)           19.1    (f) LEVELING    3  
 AB0289  NGVD 29 (??/??/92)    5.934  (m)           19.47   (f) ADJ UNCH    2 0
 AB0289
 AB0289.Superseded values are not recommended for survey control.
 AB0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0289.See file dsdata.txt to determine how the superseded data were derived.
 AB0289
 AB0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5300992796(NAD 83)
 AB0289_MARKER: DS = TRIANGULATION STATION DISK
 AB0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0289_SP_SET: CONCRETE POST
 AB0289_STAMPING: RESACA 1913
 AB0289_MARK LOGO: CGS   
 AB0289_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0289+STABILITY: SURFACE MOTION
 AB0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0289+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AB0289
 AB0289  HISTORY     - Date     Condition        Report By
 AB0289  HISTORY     - 1913     MONUMENTED       CGS
 AB0289  HISTORY     - 1939     GOOD             CGS
 AB0289  HISTORY     - 1942     GOOD             CGS
 AB0289  HISTORY     - 1942     GOOD             NGS
 AB0289  HISTORY     - 1947     GOOD             CGS
 AB0289  HISTORY     - 1965     GOOD             CGS
 AB0289  HISTORY     - 1987     GOOD             USPSQD
 AB0289  HISTORY     - 1988     GOOD             USPSQD
 AB0289  HISTORY     - 19921216 GOOD             NGS
 AB0289  HISTORY     - 19930312 GOOD
 AB0289  HISTORY     - 19950425 GOOD             NGS
 AB0289  HISTORY     - 20010604 GOOD             JCLS
 AB0289
 AB0289                          STATION DESCRIPTION
 AB0289
 AB0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB0289'STATION IS ABOUT 3 MILES N OF THE NEW ROAD BETWEEN SAN BENITO AND
 AB0289'POINT ISABEL, 2 MILES NW OF LOS SOLDADOS RANCH, ON THE S BANK
 AB0289'OF THE SOUTHERNMOST AND SMALLER OF TWO LARGE RESACAS AND ABOUT
 AB0289'75 PACES W OF A MEXICAN SHACK.
 AB0289'
 AB0289'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB0289'DISKS SET IN CONCRETE.
 AB0289'
 AB0289'REFERENCE MARK IS JUST E OF WHERE A FENCE LINE RUNS W FROM
 AB0289'A N-S FENCE WITH A WAGON ROAD ON ITS E SIDE, AT THE SAME
 AB0289'ELEVATION AS THE STATION, DISTANT 32.11 METERS (105.3 FEET)
 AB0289'
 AB0289'ELEVATION OF STATION 7.18 METERS (23.6 FEET).
 AB0289
 AB0289                          STATION RECOVERY (1939)
 AB0289
 AB0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB0289'STATION IS ABOUT 10 MILES E OF SAN BENITO, ABOUT 5 MILES N OF
 AB0289'LOS FRESNOS, 366 FEET S OF S END OF A STEEL BRIDGE OVER RESACA
 AB0289'DE LOS FRESNOS, 113 FEET E OF CENTER OF DIRT ROAD, 77 FEET E OF
 AB0289'RIGHT-OF-WAY FENCE, 155 FEET WSW OF A SMALL SHACK (MEXICAN),
 AB0289'10 FEET N OF A FENCE, AND AT THE N EDGE OF LANE INTO SHACK.
 AB0289'
 AB0289'STATION MARK IS A STANDARD UNSTAMPED DISK SET IN THE TOP OF
 AB0289'A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING 2 INCHES.
 AB0289'THE OUTSIDE EDGE OF CONCRETE IS BROKEN OFF BUT TOP AND DISK
 AB0289'ARE IN GOOD CONDITION.
 AB0289'
 AB0289'THE OLD REFERENCE MARK COULD NOT BE FOUND.  A ROAD RUNS
 AB0289'THROUGH A 2-FOOT CUT AT ABOUT THE OLD LOCATION.
 AB0289'
 AB0289'TWO REFERENCE MARKS WERE ESTABLISHED.  THEY ARE STANDARD BRONZE
 AB0289'DISKS SET IN THE TOPS OF SQUARE BLOCKS OF CONCRETE.
 AB0289'
 AB0289'REFERENCE MARK NO. 2 IS IN RIGHT-OF-WAY FENCE LINE ALONG E SIDE
 AB0289'OF ROAD.  REFERENCE MARK NO. 1 IS IN FENCE LINE.
 AB0289'
 AB0289'AZIMUTH MARK (CAMERON COUNTY, TEXAS BENCH MARK) SET IN W CONCRETE
 AB0289'ABUTMENT OF CULVERT ACROSS ROAD, 0.7 MILE S OF STATION.  LINE
 AB0289'WILL NOT SEE FROM GROUND WITHOUT CONSIDERABLE CLEARING.
 AB0289'
 AB0289'STATION IS REACHED FROM LOS FRESNOS AS FOLLOWS--FROM THE
 AB0289'INTERSECTION IN LOS FRESNOS GO N ON CONCRETE HIGHWAY 3.9 MILES
 AB0289'TO END OF PAVEMENT, CONTINUE STRAIGHT AHEAD ON DIRT ROAD 1.2
 AB0289'MILES TO STATION.
 AB0289
 AB0289                          STATION RECOVERY (1942)
 AB0289
 AB0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AB0289'STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED AS
 AB0289'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AB0289'
 AB0289'STATION IS ABOUT 5 MILES N OF LOS FRESNOS, ABOUT
 AB0289'336 FEET S OF THE S END OF STEEL BRIDGE OVER RESACA DE LOS
 AB0289'FRESNOS, 113 FEET E OF THE CENTER LINE OF ROAD, 10 FEET N
 AB0289'OF A FENCE AND 3 FEET N OF A 4- BY 4-INCH WOODEN MARKER POST.
 AB0289'IT IS NOT STAMPED.  THE MONUMENT PROJECTS 0.3 FOOT.
 AB0289'
 AB0289'REFERENCE MARK NO. 1 IS ABOUT 150 FEET SE OF THE
 AB0289'S END OF STEEL BRIDGE, 250 FEET E OF THE CENTER LINE OF THE
 AB0289'ROAD AND 137.7 FEET EASTERLY FROM THE STATION AND ABOUT 30
 AB0289'FEET E OF A LONE MESQUITE TREE.  IT IS STAMPED RESACA NO. 1
 AB0289'1939.
 AB0289'
 AB0289'REFERENCE MARK NO. 2 IS ABOUT 245 FEET S OF THE S
 AB0289'END OF THE STEEL BRIDGE, 119 FEET NW OF THE STATION, 38 FEET E
 AB0289'OF THE CENTER LINE OF ROAD AND 2 FEET E OF RIGHT-OF-WAY FENCE.
 AB0289'IT IS STAMPED RESACA NO. 2 1939.  THE MONUMENT PROJECTS 0.5
 AB0289'FOOT.
 AB0289'
 AB0289'AZIMUTH MARK IS SET HORIZONTALLY IN THE CENTER OF THE W HEADWALL
 AB0289'OF CONCRETE CULVERT UNDER THE ROAD.  IT IS ABOUT 0.7 MILE S
 AB0289'OF THE STATION, 0.5 MILE N OF THE END OF PAVED ROAD AND 15 FEET
 AB0289'W OF THE CENTER LINE OF THE ROAD.  IT IS A CAMERON COUNTY
 AB0289'DISK STAMPED Y 677 1942.
 AB0289
 AB0289                          STATION RECOVERY (1942)
 AB0289
 AB0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AB0289'3.9 MI N FROM LOS FRESNOS.
 AB0289'3.9 MILES NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0289'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 1.2 MILES NORTH ALONG A
 AB0289'GRADED ROAD FROM THE END OF THE PAVEMENT.  AT A STEEL BRIDGE OVER
 AB0289'RESACA DE LOS FRESNOS, 366 FEET SOUTH OF THE SOUTH END OF THE BRIDGE,
 AB0289'113 FEET EAST OF AND 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD,
 AB0289'AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AB0289'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 AB0289'PROJECTING 0.3 FOOT ABOVE GROUND.
 AB0289
 AB0289                          STATION RECOVERY (1947)
 AB0289
 AB0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB0289'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 AB0289'GOOD CONDITION WITH THE EXCEPTION OF THE FOLLOWING--REFERENCE
 AB0289'MARK NO. 1 WAS FOUND OVERTURNED AND WAS RESET.  THE AZIMUTH MARK
 AB0289'WAS NOT VISIBLE FROM THE GROUND, SO A NEW AZIMUTH MARK WAS
 AB0289'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AB0289'
 AB0289'STATION IS LOCATED ABOUT 10 MILES EAST OF SAN BENITO AND ABOUT
 AB0289'5 MILES NORTH OF LOS FRESNOS.  IT IS 113 FEET EAST OF THE
 AB0289'CENTER OF A DIRT ROAD, 77 FEET EAST OF A FENCELINE AND 10 FEET
 AB0289'SOUTH OF THE CENTER OF A LANE.  THE MARK PROJECTS 2 INCHES
 AB0289'AND THE DISK IS STAMPED RESACA 1913.
 AB0289'
 AB0289'REFERENCE MARK NO. 2 IS 119.11 FEET NORTHWEST OF THE STATION.
 AB0289'IT IS 94 FEET NORTH OF A WOODEN GATE.  THE MARK IS FLUSH AND
 AB0289'THE DISK IS STAMPED RESACA NO 2 1939.
 AB0289'
 AB0289'REFERENCE MARK NO. 3 IS 96.53 FEET SOUTHWEST OF THE STATION.
 AB0289'IT IS 2 FEET EAST OF A FENCELINE, 41 FEET SOUTH OF A WOODEN
 AB0289'GATE AND 35 FEET EAST OF THE CENTER OF A DIRT ROAD.  THE MARK
 AB0289'PROJECTS 2 INCHES AND THE DISK IS STAMPED RESACA NO 3 1913.
 AB0289'
 AB0289'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 35
 AB0289'FEET EAST OF THE CENTER OF A DIRT ROAD AND 2 FEET NORTH OF
 AB0289'A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 AB0289'IS STAMPED RESACA 1913.
 AB0289'
 AB0289'TO REACH THE STATION FROM RAILROAD CROSSING IN LOS FRESNOS, GO
 AB0289'NORTH ON PAVED ROAD FOR 4.2 MILES TO THE END OF PAVEMENT,
 AB0289'CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 1.0 MILE TO THE AZIMUTH
 AB0289'MARK ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.2 MILE TO A WOODEN
 AB0289'GATE ON THE RIGHT AND THE STATION AS DESCRIBED.
 AB0289'
 AB0289'HEIGHT OF LIGHT ABOVE STATION--22 METERS.
 AB0289
 AB0289                          STATION RECOVERY (1965)
 AB0289
 AB0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 AB0289'THE STATION MARK, REFERENCE MARKS NO. 2, NO. 3 AND THE AZIMUTH
 AB0289'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AT
 AB0289'THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT REFERENCE MARKS
 AB0289'NO. 2, NO. 3 AND THE AZIMUTH MARK WERE DESTROYED TO CLEAR
 AB0289'THE AREA FOR ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS AND
 AB0289'A NEW AZIMUTH MARK WERE SET.
 AB0289'
 AB0289'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 AB0289'10 MILES EAST OF SAN BENITO, ABOUT 5 MILES NORTH OF LOS FRESNOS,
 AB0289'ALONG THE EAST RIGHT-OF-WAY OF F.M. HIGHWAY 1847, AND ON LAND
 AB0289'OWNED BY MR. BERTRAM C. COMBE, 721 VILLA MARIA, BROWNSVILLE,
 AB0289'TEXAS.
 AB0289'
 AB0289'TO REACH THE STATION FROM THE POST OFFICE IN LOS FRESNOS,
 AB0289'GO NORTH ON F.M. HIGHWAY 1847 FOR 4.1 MILES TO THE JUNCTION
 AB0289'OF F.M. HIGHWAY 510.  KEEP STRAIGHT AHEAD, NORTH, ON F.M.
 AB0289'HIGHWAY 1847 FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AB0289'CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE
 AB0289'RIGHT.
 AB0289'
 AB0289'STATION MARK, A STANDARD DISK STAMPED RESACA 1913, IS SET
 AB0289'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.  IT
 AB0289'IS 111 FEET EAST OF THE CENTER LINE OF HIGHWAY, 238 FEET
 AB0289'NORTH OF A DRIVEWAY LEADING EAST TO RANCH HOUSE, 147 FEET WEST
 AB0289'OF A POWER LINE POLE (SECOND POLE WEST OF THE RANCH HOUSE), 2
 AB0289'FEET NORTH OF A WITNESS POST, AND IS DIRECTLY BELOW THE POWER
 AB0289'LINE.
 AB0289'
 AB0289'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED RESACA NO 4 1913
 AB0289'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 AB0289'ABOVE THE SURFACE OF THE GROUND.  IT IS 53 FEET EAST OF THE
 AB0289'CENTER LINE OF HIGHWAY, 193 FEET NORTH OF THE DRIVEWAY, AND 60
 AB0289'FEET SOUTH OF THE POWER LINE.
 AB0289'
 AB0289'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED RESACA NO 5 1913,
 AB0289'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 AB0289'ABOVE THE SURFACE OF THE GROUND.  IT IS 53 FEET EAST OF THE
 AB0289'CENTER LINE OF HIGHWAY, AND 66 FEET NORTH OF THE POWER LINE.
 AB0289'
 AB0289'AZIMUTH MARK, A STANDARD BENCH MARK DISK STAMPED X 677 RESET
 AB0289'1965 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AB0289'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 51 FEET
 AB0289'EAST OF THE CENTER LINE OF HIGHWAY, AND 1 FOOT NORTH OF A METAL
 AB0289'WITNESS POST.
 AB0289'
 AB0289'NOTE--THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE
 AB0289'TENSION.
 AB0289
 AB0289                          STATION RECOVERY (1987)
 AB0289
 AB0289'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0289'RECOVERED IN GOOD CONDITION.
 AB0289
 AB0289                          STATION RECOVERY (1988)
 AB0289
 AB0289'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0289'RECOVERED IN GOOD CONDITION.
 AB0289
 AB0289                          STATION RECOVERY (1992)
 AB0289
 AB0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AB0289'STATION IS LOCATED ABOUT 22 KM (13.65 MI) NORTH OF BROWNSVILLE, 25 KM
 AB0289'(15.55 MI) EAST-SOUTHEAST OF HARLINGEN, 14 KM (8.70 MI) WEST OF THE
 AB0289'COAST LINE OF THE GULF OF MEXICO, AND 8 KM (4.95 MI) NORTH OF LOS
 AB0289'FRESNOS, IN A SMALL CLEARING SORROUNDED BY BRUSH AND CACTUS IN A LINE
 AB0289'OF TREES JUST WEST OF A NORTH-SOUTH POWERLINE.  OWNERSHIP--GEORGE
 AB0289'COMBE, 7006 RIVERTON DRIVE, AUSTIN, TX 78729.  PHONE 512-219-0228..
 AB0289'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 100 AND FARM ROAD 1847 IN
 AB0289'LOS FRESNOS, GO NORTH ON FARM ROAD 1847 FOR 6.5 KM (4.05 MI) TO A
 AB0289'PAVED CROSSROAD (FARM ROAD 510).  CONTINUE NORTH ON FARM ROAD 1847
 AB0289'FOR 1.9 KM (1.20 MI) TO THE STATION ON THE RIGHT.
 AB0289'STATION IS SET IN THE TOP OF A 25-CM EGG SHAPED CONCRETE POST
 AB0289'PROJECTING 5 CM.  IT IS ABOUT 23 M (75.5 FT) EAST FROM A FENCE LINE
 AB0289'ON THE EAST SIDE OF FARM ROAD 1847.  DUE TO THE LOW AND DENSE BRUSH
 AB0289'SURROUNDING THE AREA, AN ELECTRONIC DISTANCE METER IS NEEDED TO MAKE
 AB0289'ANY OTHER MEASUREMENTS.
 AB0289
 AB0289                          STATION RECOVERY (1993)
 AB0289
 AB0289'RECOVERED 1993
 AB0289'RECOVERED IN GOOD CONDITION.
 AB0289
 AB0289                          STATION RECOVERY (1995)
 AB0289
 AB0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DCF)
 AB0289'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AB0289
 AB0289                          STATION RECOVERY (2001)
 AB0289
 AB0289'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AB0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0292 ***********************************************************************
 AB0292  DESIGNATION -  RESACA RM 4
 AB0292  PID         -  AB0292
 AB0292  STATE/COUNTY-  TX/CAMERON
 AB0292  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0292
 AB0292                         *CURRENT SURVEY CONTROL
 AB0292  ___________________________________________________________________
 AB0292* NAD 83(1986)-  26 08 46.     (N)    097 28 09.     (W)     SCALED    
 AB0292* NAVD 88     -         5.86   (+/-2cm)      19.2    (feet)  VERTCON   
 AB0292  ___________________________________________________________________
 AB0292  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AB0292
 AB0292  VERT ORDER  -  THIRD (See Below)
 AB0292
 AB0292.The horizontal coordinates were scaled from a topographic map and have
 AB0292.an estimated accuracy of +/- 6 seconds.
 AB0292
 AB0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0292.The vertical order pertains to the NGVD 29 superseded value.
 AB0292
 AB0292.The geoid height was determined by GEOID03.
 AB0292
 AB0292;                    North         East    Units  Estimated Accuracy
 AB0292;SPC TX S     - 5,053,540.      403,080.      MT  (+/- 180 meters Scaled)
 AB0292
 AB0292                          SUPERSEDED SURVEY CONTROL
 AB0292
 AB0292  NGVD 29 (01/29/03)    5.97   (m)           19.6    (f) RESET       3  
 AB0292
 AB0292.Superseded values are not recommended for survey control.
 AB0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0292.See file dsdata.txt to determine how the superseded data were derived.
 AB0292
 AB0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP530927(NAD 83)
 AB0292_MARKER: DR = REFERENCE MARK DISK
 AB0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0292_STAMPING: RESACA NO 4 1913
 AB0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0292+STABILITY: SURFACE MOTION
 AB0292
 AB0292  HISTORY     - Date     Condition        Report By
 AB0292  HISTORY     - 1965     MONUMENTED       CGS
 AB0292  HISTORY     - 1965     GOOD             NGS
 AB0292  HISTORY     - 19910424 GOOD             USPSQD
 AB0292
 AB0292                          STATION DESCRIPTION
 AB0292
 AB0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AB0292'5.4 MI N FROM LOS FRESNOS.
 AB0292'ABOUT 5.4 MILES NORTH ALONG F. M. HIGHWAY 1847 FROM THE POST OFFICE IN
 AB0292'LOS FRESNOS TO SITE OF BENCH MARK.  53 FEET EAST OF THE CENTER LINE OF
 AB0292'HIGHWAY, 193 FEET NORTH OF A DRIVEWAY WHICH LEADS EAST TO A RANCH
 AB0292'HOUSE, AND 60 FEET SOUTH OF A POWER LINE.  A STANDARD REFERENCE MARK
 AB0292'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 AB0292'THE SURFACE OF THE GROUND.
 AB0292
 AB0292                          STATION RECOVERY (1991)
 AB0292
 AB0292'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0293 ***********************************************************************
 AB0293  DESIGNATION -  RESACA RM 5
 AB0293  PID         -  AB0293
 AB0293  STATE/COUNTY-  TX/CAMERON
 AB0293  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0293
 AB0293                         *CURRENT SURVEY CONTROL
 AB0293  ___________________________________________________________________
 AB0293* NAD 83(1986)-  26 08 46.     (N)    097 28 09.     (W)     SCALED    
 AB0293* NAVD 88     -         5.41   (+/-2cm)      17.7    (feet)  VERTCON   
 AB0293  ___________________________________________________________________
 AB0293  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AB0293
 AB0293  VERT ORDER  -  THIRD (See Below)
 AB0293
 AB0293.The horizontal coordinates were scaled from a topographic map and have
 AB0293.an estimated accuracy of +/- 6 seconds.
 AB0293
 AB0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0293.The vertical order pertains to the NGVD 29 superseded value.
 AB0293
 AB0293.The geoid height was determined by GEOID03.
 AB0293
 AB0293;                    North         East    Units  Estimated Accuracy
 AB0293;SPC TX S     - 5,053,540.      403,080.      MT  (+/- 180 meters Scaled)
 AB0293
 AB0293                          SUPERSEDED SURVEY CONTROL
 AB0293
 AB0293  NGVD 29 (01/29/03)    5.52   (m)           18.1    (f) RESET       3  
 AB0293
 AB0293.Superseded values are not recommended for survey control.
 AB0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0293.See file dsdata.txt to determine how the superseded data were derived.
 AB0293
 AB0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP530927(NAD 83)
 AB0293_MARKER: DR = REFERENCE MARK DISK
 AB0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0293_STAMPING: RESACA NO 5 1913
 AB0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0293+STABILITY: SURFACE MOTION
 AB0293
 AB0293  HISTORY     - Date     Condition        Report By
 AB0293  HISTORY     - 1965     MONUMENTED       CGS
 AB0293  HISTORY     - 1965     GOOD             NGS
 AB0293  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 AB0293
 AB0293                          STATION DESCRIPTION
 AB0293
 AB0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AB0293'5.4 MI N FROM LOS FRESNOS.
 AB0293'ABOUT 5.4 MILES NORTH ALONG F. M. HIGHWAY 1847 FROM THE POST OFFICE IN
 AB0293'LOS FRESNOS TO SITE OF BENCH MARK.  53 FEET EAST OF THE CENTER LINE OF
 AB0293'HIGHWAY, AND 66 FEET NORTH OF A POWER LINE.  A STANDARD REFERENCE MARK
 AB0293'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 AB0293'THE SURFACE OF THE GROUND.  ELEVATION- 18.106 FEET.
 AB0293
 AB0293                          STATION RECOVERY (1991)
 AB0293
 AB0293'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1216 ***********************************************************************
 CS1216  DESIGNATION -  RESERVOIR
 CS1216  PID         -  CS1216
 CS1216  STATE/COUNTY-  TX/DALLAS
 CS1216  USGS QUAD   -  DALLAS (1981)
 CS1216
 CS1216                         *CURRENT SURVEY CONTROL
 CS1216  ___________________________________________________________________
 CS1216* NAD 83(1993)-  32 50 13.81002(N)    096 46 10.22627(W)     ADJUSTED  
 CS1216* NAVD 88     -       191.898  (meters)     629.59   (feet)  ADJUSTED  
 CS1216  ___________________________________________________________________
 CS1216  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 CS1216  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS1216  DYNAMIC HT  -         191.681 (meters)     628.87  (feet)  COMP
 CS1216  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 CS1216
 CS1216  HORZ ORDER  -  FIRST
 CS1216  VERT ORDER  -  FIRST     CLASS II
 CS1216
 CS1216.The horizontal coordinates were established by classical geodetic methods
 CS1216.and adjusted by the National Geodetic Survey in February 1996..
 CS1216
 CS1216.The orthometric height was determined by differential leveling
 CS1216.and adjusted by the National Geodetic Survey in June 1991..
 CS1216
 CS1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1216
 CS1216.The geoid height was determined by GEOID03.
 CS1216
 CS1216.The dynamic height is computed by dividing the NAVD 88
 CS1216.geopotential number by the normal gravity value computed on the
 CS1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1216.degrees latitude (g = 980.6199 gals.).
 CS1216
 CS1216.The modeled gravity was interpolated from observed gravity values.
 CS1216
 CS1216;                    North         East     Units Scale Factor Converg.
 CS1216;SPC TXNC     - 2,131,130.960   761,989.675   MT  0.99987959   +0 56 37.7
 CS1216;SPC TXNC     - 6,991,885.49  2,499,961.13   sFT  0.99987959   +0 56 37.7
 CS1216;UTM  14      - 3,635,439.945   708,767.118   MT  1.00013743   +1 12 35.7
 CS1216
 CS1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1216!SPC TXNC     -   0.99997401  x   0.99987959  =   0.99985360
 CS1216!UTM  14      -   0.99997401  x   1.00013743  =   1.00011144
 CS1216
 CS1216|---------------------------------------------------------------------|
 CS1216| PID    Reference Object                     Distance      Geod. Az  |
 CS1216|                                                           dddmmss.s |
 CS1216| CS1215 331 TXGS                             90.509 METERS 11337     |
 CS1216| CS2748 DALLAS CITY PUMP PLANT STACK        APPROX. 4.2 KM 1151357.3 |
 CS1216| CS2754 LAKEWOOD COUNTRY CLUB W TANK        APPROX. 3.3 KM 1434611.4 |
 CS1216| CS1217 RESERVOIR RM 1                       35.701 METERS 19628     |
 CS1216| CS2846 DALLAS MERCANTILE NATL BANK TR      APPROX. 6.7 KM 2020647.0 |
 CS1216| CS2855 UNIVERSITY PARK MUNICIPAL TANK      APPROX. 1.7 KM 3151023.0 |
 CS1216| CS2828 PRESTON HOLLOW LARGE MUNICIPAL TANK APPROX. 5.7 KM 3363536.3 |
 CS1216| CS2864 CARRUTH FARM WATER TANK             APPROX. 2.7 KM 3491716.1 |
 CS1216| CS1214 RESERVOIR AZ MK                                    3512816.1 |
 CS1216|---------------------------------------------------------------------|
 CS1216
 CS1216                          SUPERSEDED SURVEY CONTROL
 CS1216
 CS1216  NAD 83(1993)-  32 50 13.81037(N)    096 46 10.21866(W) AD(       ) 1
 CS1216  NAD 83(1986)-  32 50 13.81679(N)    096 46 10.20903(W) AD(       ) 1
 CS1216  NAD 27      -  32 50 13.36100(N)    096 46 09.21200(W) AD(       ) 1
 CS1216  NGVD 29 (??/??/92)  191.898  (m)          629.59   (f) ADJ UNCH    1 2
 CS1216
 CS1216.Superseded values are not recommended for survey control.
 CS1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1216.See file dsdata.txt to determine how the superseded data were derived.
 CS1216
 CS1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0876735440(NAD 83)
 CS1216_MARKER: DB = BENCH MARK DISK
 CS1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1216_SP_SET: CONCRETE POST
 CS1216_STAMPING: RESERVOIR
 CS1216_MARK LOGO: TX1730
 CS1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1216+STABILITY: SURFACE MOTION
 CS1216
 CS1216  HISTORY     - Date     Condition        Report By
 CS1216  HISTORY     - 1947     MONUMENTED       TX1730
 CS1216  HISTORY     - 1952     GOOD             CGS
 CS1216  HISTORY     - 1952     GOOD             NGS
 CS1216  HISTORY     - 1955     GOOD             CGS
 CS1216  HISTORY     - 1958     GOOD             CGS
 CS1216  HISTORY     - 1958     GOOD             NGS
 CS1216  HISTORY     - 1959     GOOD             CGS
 CS1216  HISTORY     - 1984     GOOD             USPSQD
 CS1216  HISTORY     - 1986     GOOD             NGS
 CS1216  HISTORY     - 1987     GOOD             USPSQD
 CS1216
 CS1216                          STATION DESCRIPTION
 CS1216
 CS1216'DESCRIBED BY CITY OF DALLAS TEXAS 1947 (FRG)
 CS1216'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF THE CENTER
 CS1216'OF DALLAS, NEAR THE CORNER OF U.S. HIGHWAY 75 AND MOCKINGBIRD LANE.
 CS1216'IT IS ON TOP OF AN EARTH COVERED, CONCRETE RESERVOIR, 118 FEET
 CS1216'NORTH-NORTHEAST OF A LARGE MANHOLE ON THE SOUTHWEST CORNER OF THE
 CS1216'RESERVOIR, AND 30 FEET EAST OF THE WEST EDGE OF THE RESERVOIR.
 CS1216'THE MARK IS A CAST IRON DISK (CITY OF DALLAS ENGINEERS) SET IN
 CS1216'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1216'
 CS1216'REFERENCE MARK NO. 1 IS 117.13 FEET SOUTH-SOUTHEAST OF THE STATION.
 CS1216'IT IS SET IN A DRILL HOLE IN THE NORTH EDGE THE CONCRETE MANHOLE,
 CS1216'WHICH IS ON THE SOUTHWEST CORNER OF THE RESERVOIR.  THE DISK
 CS1216'IS STAMPED RESERVOIR NO 1 1947 AND PROJECTS 2.5 FEET.
 CS1216'
 CS1216'331 (USC AND G AND STATE SURVEY) WAS USED AS REFERENCE MARK NO. 2.
 CS1216'IT IS 296.94 FEET SOUTHEAST OF THE STATION, AND 10 FEET SOUTH OF
 CS1216'THE SOUTH EDGE OF THE RESERVOIR.  IT IS SET IN THE TOP OF A SQUARE
 CS1216'CONCRETE POST WHICH PROJECTS 8 INCHES.  STAMPED 331.
 CS1216'
 CS1216'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH OF THE STATION.
 CS1216'THE DISK IS SET IN A DRILL HOLE IN THE TOP OF THE GUARD RAIL
 CS1216'OF THE RAILROAD OVERPASS, AND IS DIRECTLY OVER THE NORTHEAST
 CS1216'ABUTMENT.  IT IS STAMPED RESERVOIR 1947.
 CS1216'
 CS1216'TO REACH THE STATION FROM THE CENTER OF DALLAS, GO NORTH ON
 CS1216'U.S. HIGHWAY 75, FOR ABOUT 5 MILES TO THE JUNCTION WITH
 CS1216'MOCKINGBIRD LANE, AND THE RESERVOIR ON THE RIGHT.
 CS1216'
 CS1216'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 CS1216'75 FOR 0.2 MILE TO THE NORTH END OF THE OVERPASS AND THE MARK ON
 CS1216'THE RIGHT AS DESCRIBED.
 CS1216'
 CS1216'OTHER OBJECTS VISIBLE FROM THE GROUND.
 CS1216'
 CS1216'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 CS1216
 CS1216                          STATION RECOVERY (1952)
 CS1216
 CS1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS1216'AT DALLAS, 4.5 MILES NORTHEAST OF THE COURTHOUSE, NEAR THE
 CS1216'INTERSECTION OF MOCKING BIRD LANE AND U.S. HIGHWAY 75, 220.8
 CS1216'FEET NORTH OF THE CENTER LINE OF MOCKING BIRD LANE, 168.9 FEET
 CS1216'EAST OF THE CENTER LINE OF U.S. HIGHWAY 75, 118 FEET NORTHEAST OF
 CS1216'A MANHOLE WHICH IS AT THE SOUTHWEST CORNER OF THE GREENVILLE
 CS1216'AVENUE RESERVOIR, ON TOP OF THE EARTH COVERED RESERVOIR, 30 FEET
 CS1216'EAST OF THE WEST EDGE OF THE RESERVIOR, A CITY OF DALLAS DISK
 CS1216'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 CS1216'GROUND.  THERE IS NO STAMPING ON THIS MARK.
 CS1216'
 CS1216'RESERVOIR AZIMUTH IS 0.2 MILE NORTH OF TRIANGULATION STATION
 CS1216'RESERVOIR, 16 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 75, AT
 CS1216'THE CONCRETE OVERPASS OVER THE MISSOURI, KANSAS AND TEXAS
 CS1216'RAILROAD OF TEXAS, 3.5 FEET ABOVE THE FLOOR OF THE OVERPASS,
 CS1216'AN AZIMUTH MARK DISK SET IN THE TOP OF THE NORTH END OF THE
 CS1216'EAST CONCRETE RAILING OF THE OVERPASS, STAMPED RESERVOIR 1947.
 CS1216
 CS1216                          STATION RECOVERY (1952)
 CS1216
 CS1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS1216'IN DALLAS.
 CS1216'AT DALLAS, 4.5 MILES NORTHEAST OF THE COURTHOUSE, NEAR THE
 CS1216'INTERSECTION OF U.S. HIGHWAY 75 AND MOCKING BIRD LANE, 220.8 FEET
 CS1216'NORTH OF THE CENTER LINE OF MOCKING BIRD LANE, 168.9 FEET EAST OF THE
 CS1216'CENTER LINE OF U.S. HIGHWAY 75, 118 FEET NORTHEAST OF A MANHOLE WHICH
 CS1216'IS AT THE SOUTHWEST CORNER OF THE GREENVILLE AVENUE RESERVOIR, ON TOP
 CS1216'OF THE EARTH COVERED CONCRETE RESERVOIR, 30 FEET EAST OF THE WEST EDGE
 CS1216'OF THE RESERVOIR, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 CS1216'WITH THE GROUND.
 CS1216
 CS1216                          STATION RECOVERY (1955)
 CS1216
 CS1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS1216'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS1216'DESCRIBED.
 CS1216
 CS1216                          STATION RECOVERY (1958)
 CS1216
 CS1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS1216'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS1216'DESCRIBED.
 CS1216
 CS1216                          STATION RECOVERY (1958)
 CS1216
 CS1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1216'RECOVERED IN GOOD CONDITION.
 CS1216
 CS1216                          STATION RECOVERY (1959)
 CS1216
 CS1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS1216'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 CS1216'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE ALSO RECOVERED.
 CS1216'REFERENCE MARK NO. 2 HAS BEEN BROKEN OFF EVEN WITH THE TOP OF THE
 CS1216'GROUND.  DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE
 CS1216'CORRECT.
 CS1216
 CS1216                          STATION RECOVERY (1984)
 CS1216
 CS1216'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWT)
 CS1216'NO STAMPING (A CAST IRON DISK).  MARK RECOVERED IN GOOD CONDITION
 CS1216'AS DESCRIBED.
 CS1216'
 CS1216'RESERVOIR NO 1 1947 MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS1216
 CS1216                          STATION RECOVERY (1986)
 CS1216
 CS1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1216'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS,
 CS1216'AT THE INTERSECTION OF GREENVILLE AVENUE AND MOCKINGBIRD LANE, AT THE
 CS1216'SOUTHWEST CORNER OF THE GREENVILLE AVENUE RESERVOIR, 67.1 M (220.1 FT)
 CS1216'NORTH OF THE CENTERLINE OF THE LANE, 51.2 M (168.0 FT) EAST OF THE
 CS1216'CENTERLINE OF THE AVENUE, 36.0 M (118.1 FT) NORTHEAST OF THE NORTHEAST
 CS1216'CORNER OF A LARGE CONCRETE MANHOLE, AND 9.2 M (30.2 FT) EAST OF THE
 CS1216'WEST EDGE OF THE RESERVOIR.
 CS1216'THE MARK IS 6.1 M ABOVE THE AVENUE.
 CS1216
 CS1216                          STATION RECOVERY (1987)
 CS1216
 CS1216'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6288 ***********************************************************************
 AW6288  DESIGNATION -  RESERVOIR
 AW6288  PID         -  AW6288
 AW6288  STATE/COUNTY-  TX/HARRIS
 AW6288  USGS QUAD   -  HARMASTON (1982)
 AW6288
 AW6288                         *CURRENT SURVEY CONTROL
 AW6288  ___________________________________________________________________
 AW6288* NAD 83(1993)-  29 52 54.46980(N)    095 11 08.88697(W)     ADJUSTED  
 AW6288* NAVD 88     -        16.10   (+/-2cm)      52.8    (feet)  VERTCON   
 AW6288  ___________________________________________________________________
 AW6288  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6288  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW6288
 AW6288  HORZ ORDER  -  FIRST
 AW6288  VERT ORDER  -  THIRD ? (See Below)
 AW6288
 AW6288.The horizontal coordinates were established by classical geodetic methods
 AW6288.and adjusted by the National Geodetic Survey in February 1996..
 AW6288
 AW6288.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6288.The vertical order pertains to the NGVD 29 superseded value.
 AW6288
 AW6288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6288
 AW6288.The geoid height was determined by GEOID03.
 AW6288
 AW6288;                    North         East     Units Scale Factor Converg.
 AW6288;SPC TXSC     - 4,233,034.345   968,354.173   MT  0.99990866   +1 52 07.0
 AW6288;SPC TXSC     -13,887,880.18  3,177,008.65   sFT  0.99990866   +1 52 07.0
 AW6288;UTM  15      - 3,307,694.306   288,909.099   MT  1.00014980   -1 05 21.8
 AW6288
 AW6288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6288!SPC TXSC     -   1.00000176  x   0.99990866  =   0.99991042
 AW6288!UTM  15      -   1.00000176  x   1.00014980  =   1.00015156
 AW6288
 AW6288|---------------------------------------------------------------------|
 AW6288| PID    Reference Object                     Distance      Geod. Az  |
 AW6288|                                                           dddmmss.s |
 AW6288| CV6707 RESERVOIR RM 1                       24.554 METERS 00720     |
 AW6288| CV6706 RESERVOIR AZ MK                                    1931211.7 |
 AW6288| CV6708 RESERVOIR RM 2                       29.549 METERS 31032     |
 AW6288|---------------------------------------------------------------------|
 AW6288
 AW6288                          SUPERSEDED SURVEY CONTROL
 AW6288
 AW6288  NAD 83(1986)-  29 52 54.48505(N)    095 11 08.86854(W) AD(       ) 1
 AW6288  NAD 27      -  29 52 53.68138(N)    095 11 08.11331(W) AD(       ) 1
 AW6288  NGVD 29 (07/19/86)   16.10   (m)           52.8    (f) LEVELING    3  
 AW6288
 AW6288.Superseded values are not recommended for survey control.
 AW6288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6288.See file dsdata.txt to determine how the superseded data were derived.
 AW6288
 AW6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8890907694(NAD 83)
 AW6288_MARKER: DS = TRIANGULATION STATION DISK
 AW6288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6288_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6288
 AW6288  HISTORY     - Date     Condition        Report By
 AW6288  HISTORY     - 1968     MONUMENTED       CGS
 AW6288  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AW6288
 AW6288                          STATION DESCRIPTION
 AW6288
 AW6288'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6288'THE STATION IS LOCATED ON THE PROPERTY OF THE SHELDON WILDLIFE
 AW6288'MANAGEMENT AREA, ABOUT 11 MILES EAST AND 8 MILES NORTH OF THE CENTER
 AW6288'OF HOUSTON, 2-1/2 MILES NORTH OF U.S. HIGHWAY 90, AT THE NORTHWEST
 AW6288'CORNER OF THE SHELDON RESERVOIR AND AT THE SOUTH AND EAST END OF
 AW6288'AN EARTH AND SHELL FILLED AREA.
 AW6288'
 AW6288'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND SHELDON
 AW6288'ROAD TO THE SOUTH AND GARRETT ROAD TO THE NORTH, (THIS IS 10.2 MILES
 AW6288'NORTHEAST OF A POINT WHERE U.S. HIGHWAY 90 AND 90A JUNCTIONS WITH
 AW6288'INTERSTATE HIGHWAY 610) GO NORTH ON GARRETT ROAD FOR 1.1 MILES TO
 AW6288'A T-JUNCTION.  TURN LEFT AND GO WEST ON GARRETT ROAD FOR 2.0
 AW6288'MILES TO A POINT WHERE A CANAL PASSES UNDER THE ROAD.  CONTINUE
 AW6288'WEST FOR 0.1 MILE TO A SIDE ROAD LEFT, (LEADING TO THE HEADQUARTERS
 AW6288'OF THE WILDLIFE AREA).  CONTINUE AHEAD WEST FOR 1.4 MILES
 AW6288'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE
 AW6288'STATION.
 AW6288'
 AW6288'THE STATION MARK IS A STANDARD DISK STAMPED RESERVOIR 1968, SET IN
 AW6288'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1
 AW6288'INCH ABOVE THE GROUND.  IT IS 48.7 FEET EAST-SOUTHEAST OF THE
 AW6288'NORTHEAST CORNER OF A SMALL BRICK BUILDING, 45.9 FEET EAST OF THE
 AW6288'SOUTHEAST CORNER OF THE BUILDING AND 27 FEET NORTHWEST OF THE
 AW6288'SOUTHEAST CORNER OF THE FILLED AREA.
 AW6288'
 AW6288'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RESERVOIR NO 1 1968, SET
 AW6288'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6288'1 INCH ABOVE THE GROUND.  IT IS 87.2 FEET EAST-NORTHESAT OF A METAL
 AW6288'WITNESS POST AND 81.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AW6288'THE BUILDING.
 AW6288'
 AW6288'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RESERVOIR NO 2 1968,
 AW6288'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6288'PROJE TS 1 INCH ABOVE THE GROUND.  IT IS 52.5 FEET NORTHWEST OF THE
 AW6288'NORTHEAST CORNER OF THE BUILDING, 44.5 FEET NORTH-NORTHWEST OF THE
 AW6288'NORTHWEST CORNER OF THE BUILDING, 3.7 FEET NORTHEAST OF A POWER
 AW6288'LINE POLE AND 1.9 FEET NORTHEAST OF THE METAL WITNESS POST.
 AW6288'
 AW6288'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RESERVOIR 1968, SET IN
 AW6288'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6288'WITH THE GROUND.  IT IS 36 FEET NORTHEAST OF THE CENTER OF A
 AW6288'GRAVELED ROAD AND SET IN THE CENTER OF THE LEVEE.
 AW6288'
 AW6288'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT, GO WEST ON
 AW6288'GARRETT ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT AND CABLE GATE LEFT.
 AW6288'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD (ALONG THE LEVEE) FOR 0.5
 AW6288'MILE TO THE AZIMUTH MARK ON THE LEFT.
 AW6288'
 AW6288'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 AW6288
 AW6288                          STATION RECOVERY (2002)
 AW6288
 AW6288'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AW6288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1214 ***********************************************************************
 CS1214  DESIGNATION -  RESERVOIR AZ MK
 CS1214  PID         -  CS1214
 CS1214  STATE/COUNTY-  TX/DALLAS
 CS1214  USGS QUAD   -  DALLAS (1981)
 CS1214
 CS1214                         *CURRENT SURVEY CONTROL
 CS1214  ___________________________________________________________________
 CS1214* NAD 83(1986)-  32 50 23.     (N)    096 46 11.     (W)     SCALED    
 CS1214* NAVD 88     -       191.113  (meters)     627.01   (feet)  ADJUSTED  
 CS1214  ___________________________________________________________________
 CS1214  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS1214  DYNAMIC HT  -         190.897 (meters)     626.30  (feet)  COMP
 CS1214  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 CS1214
 CS1214  VERT ORDER  -  FIRST     CLASS II
 CS1214
 CS1214.The horizontal coordinates were scaled from a topographic map and have
 CS1214.an estimated accuracy of +/- 6 seconds.
 CS1214
 CS1214.The orthometric height was determined by differential leveling
 CS1214.and adjusted by the National Geodetic Survey in June 1991..
 CS1214
 CS1214.The geoid height was determined by GEOID03.
 CS1214
 CS1214.The dynamic height is computed by dividing the NAVD 88
 CS1214.geopotential number by the normal gravity value computed on the
 CS1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1214.degrees latitude (g = 980.6199 gals.).
 CS1214
 CS1214.The modeled gravity was interpolated from observed gravity values.
 CS1214
 CS1214;                    North         East    Units  Estimated Accuracy
 CS1214;SPC TXNC     - 2,131,410.      761,970.      MT  (+/- 180 meters Scaled)
 CS1214
 CS1214                          SUPERSEDED SURVEY CONTROL
 CS1214
 CS1214  NGVD 29 (??/??/92)  191.114  (m)          627.01   (f) ADJ UNCH    1 2
 CS1214
 CS1214.Superseded values are not recommended for survey control.
 CS1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1214.See file dsdata.txt to determine how the superseded data were derived.
 CS1214
 CS1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB087357(NAD 83)
 CS1214_MARKER: DZ = AZIMUTH MARK DISK
 CS1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1214_SP_SET: CONCRETE RAILING
 CS1214_STAMPING: RESERVOIR 1947
 CS1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1214
 CS1214  HISTORY     - Date     Condition        Report By
 CS1214  HISTORY     - 1947     MONUMENTED       CGS
 CS1214  HISTORY     - 1952     GOOD             NGS
 CS1214  HISTORY     - 1958     GOOD             NGS
 CS1214
 CS1214                          STATION DESCRIPTION
 CS1214
 CS1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1214'2.0 MI S FROM DALLAS.
 CS1214'2.0 MILES SOUTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT VICKERY,
 CS1214'AT THE CONCRETE OVERPASS OVER THE MISSOURI, KANSAS AND TEXAS RAILROAD
 CS1214'OF TEXAS, 0.2 MILE NORTH OF TRIANGULATION STATION RESERVOIR, 16 FEET
 CS1214'EAST OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET ABOVE THE FLOOR OF
 CS1214'THE OVERPASS, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 CS1214'RAILING OF THE OVERPASS.
 CS1214
 CS1214                          STATION RECOVERY (1958)
 CS1214
 CS1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1217 ***********************************************************************
 CS1217  DESIGNATION -  RESERVOIR RM 1
 CS1217  PID         -  CS1217
 CS1217  STATE/COUNTY-  TX/DALLAS
 CS1217  USGS QUAD   -  DALLAS (1981)
 CS1217
 CS1217                         *CURRENT SURVEY CONTROL
 CS1217  ___________________________________________________________________
 CS1217* NAD 83(1986)-  32 50 14.     (N)    096 46 08.     (W)     SCALED    
 CS1217* NAVD 88     -       192.248  (meters)     630.73   (feet)  ADJUSTED  
 CS1217  ___________________________________________________________________
 CS1217  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS1217  DYNAMIC HT  -         192.031 (meters)     630.02  (feet)  COMP
 CS1217  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 CS1217
 CS1217  VERT ORDER  -  FIRST     CLASS II
 CS1217
 CS1217.The horizontal coordinates were scaled from a topographic map and have
 CS1217.an estimated accuracy of +/- 6 seconds.
 CS1217
 CS1217.The orthometric height was determined by differential leveling
 CS1217.and adjusted by the National Geodetic Survey in June 1991..
 CS1217
 CS1217.The geoid height was determined by GEOID03.
 CS1217
 CS1217.The dynamic height is computed by dividing the NAVD 88
 CS1217.geopotential number by the normal gravity value computed on the
 CS1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1217.degrees latitude (g = 980.6199 gals.).
 CS1217
 CS1217.The modeled gravity was interpolated from observed gravity values.
 CS1217
 CS1217;                    North         East    Units  Estimated Accuracy
 CS1217;SPC TXNC     - 2,131,140.      762,050.      MT  (+/- 180 meters Scaled)
 CS1217
 CS1217                          SUPERSEDED SURVEY CONTROL
 CS1217
 CS1217  NGVD 29 (??/??/92)  192.263  (m)          630.78   (f) ADJ UNCH    1 2
 CS1217
 CS1217.Superseded values are not recommended for survey control.
 CS1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1217.See file dsdata.txt to determine how the superseded data were derived.
 CS1217
 CS1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB088354(NAD 83)
 CS1217_MARKER: DR = REFERENCE MARK DISK
 CS1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1217_SP_SET: MANHOLE
 CS1217_STAMPING: RESERVOIR NO. 1 1947
 CS1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1217
 CS1217  HISTORY     - Date     Condition        Report By
 CS1217  HISTORY     - 1947     MONUMENTED       CGS
 CS1217  HISTORY     - 1958     GOOD             NGS
 CS1217  HISTORY     - 1984     GOOD             USPSQD
 CS1217
 CS1217                          STATION DESCRIPTION
 CS1217
 CS1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1217'IN DALLAS.
 CS1217'ABOUT 4.5 MILES NORTHEAST OF THE DALLAS COUNTY COURTHOUSE AT DALLAS
 CS1217'NEAR THE INTERSECTION OF UNITED STATES HIGHWAY NUMBER 75 AND
 CS1217'MOCKINGBIRD LANE AND ON TOP OF THE CITY RESERVOIR.  135.0 FEET EAST OF
 CS1217'THE CENTER LINE OF UNITED STATES HIGHWAY NUMBER 75, 104.0 FEET NORTH
 CS1217'OF THE CENTER LINE OF MOCKINGBIRD LANE, 3.0 FEET ABOVE THE GROUND
 CS1217'LEVEL AND IN THE TOP OF THE NORTH SIDE OF A CONCRETE MANHOLE. A BRONZE
 CS1217'REFERENCE DISK SET IN A DRILL HOLE.
 CS1217
 CS1217                          STATION RECOVERY (1958)
 CS1217
 CS1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1217'RECOVERED IN GOOD CONDITION.
 CS1217
 CS1217                          STATION RECOVERY (1984)
 CS1217
 CS1217'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWT)
 CS1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1036 ***********************************************************************
 GK1036  DESIGNATION -  REST
 GK1036  PID         -  GK1036
 GK1036  STATE/COUNTY-  TX/HEMPHILL
 GK1036  USGS QUAD   -  BARTON CREEK (1973)
 GK1036
 GK1036                         *CURRENT SURVEY CONTROL
 GK1036  ___________________________________________________________________
 GK1036* NAD 83(1993)-  36 02 55.32765(N)    100 30 10.35521(W)     ADJUSTED  
 GK1036* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 GK1036  ___________________________________________________________________
 GK1036  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 GK1036  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GK1036
 GK1036  HORZ ORDER  -  FIRST
 GK1036
 GK1036.The horizontal coordinates were established by classical geodetic methods
 GK1036.and adjusted by the National Geodetic Survey in February 1996..
 GK1036
 GK1036.The orthometric height was scaled from a topographic map.
 GK1036
 GK1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1036
 GK1036.The geoid height was determined by GEOID03.
 GK1036
 GK1036;                    North         East     Units Scale Factor Converg.
 GK1036;SPC TX N     - 1,227,735.335   289,844.930   MT  0.99997137   +0 34 40.3
 GK1036;SPC TX N     - 4,027,995.01    950,932.91   sFT  0.99997137   +0 34 40.3
 GK1036;UTM  14      - 3,990,395.176   364,627.836   MT  0.99982580   -0 53 04.3
 GK1036
 GK1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1036!SPC TX N     -   0.99987283  x   0.99997137  =   0.99984420
 GK1036!UTM  14      -   0.99987283  x   0.99982580  =   0.99969865
 GK1036
 GK1036|---------------------------------------------------------------------|
 GK1036| PID    Reference Object                     Distance      Geod. Az  |
 GK1036|                                                           dddmmss.s |
 GK1036| GK1037 REST 2                                8.465 METERS 08500     |
 GK1036| CL3851 REST RM 1                            23.610 METERS 16907     |
 GK1036| CL3852 REST RM 2                            27.055 METERS 26952     |
 GK1036| CL3849 REST AZ MK                                         3463922.8 |
 GK1036|---------------------------------------------------------------------|
 GK1036
 GK1036                          SUPERSEDED SURVEY CONTROL
 GK1036
 GK1036  NAD 83(1993)-  36 02 55.32798(N)    100 30 10.35516(W) AD(       ) 1
 GK1036  NAD 83(1986)-  36 02 55.33395(N)    100 30 10.34363(W) AD(       ) 1
 GK1036  NAD 27      -  36 02 55.19000(N)    100 30 08.84600(W) AD(       ) 1
 GK1036
 GK1036.Superseded values are not recommended for survey control.
 GK1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1036.See file dsdata.txt to determine how the superseded data were derived.
 GK1036
 GK1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6462890395(NAD 83)
 GK1036_MARKER: DS = TRIANGULATION STATION DISK
 GK1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1036
 GK1036  HISTORY     - Date     Condition        Report By
 GK1036  HISTORY     - 1952     MONUMENTED       CGS
 GK1036  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GK1036
 GK1036                          STATION DESCRIPTION
 GK1036
 GK1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK1036'THE STATION IS LOCATED APPROXIMATELY 11-1/2 MILES NORTHWEST
 GK1036'OF CANADIAN.  6 MILES NORTH OF THE CANADIAN RIVER.  41 FEET
 GK1036'EAST OF THE CENTER LINE OF U.S. HIGHWAY 83 AND ON THE SUMMIT OF A
 GK1036'RISE.
 GK1036'
 GK1036'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 GK1036'OF U.S. HIGHWAYS 60 AND 83 WITH MAIN STREET IN CANADIAN, GO
 GK1036'NORTHEASTERLY ON U.S. HIGHWAYS 60 AND 83 FOR 2.25 MILES.  BEAR
 GK1036'LEFT ON U.S. HIGHWAY 83 FOR 12.05 MILES TO THE STATION ON THE
 GK1036'RIGHT, ABOUT 200 YARDS NORTH OF A LONE TREE ON THE RIGHT SIDE
 GK1036'OF THE HIGHWAY.
 GK1036'
 GK1036'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 GK1036'ON U.S. HIGHWAY 83 FOR 1.0 MILE TO THE MARK ON THE RIGHT, 75
 GK1036'YARDS SOUTH OF TWO TREES ON THE RIGHT SIDE OF THE HIGHWAY.
 GK1036'
 GK1036'THE STATION MARK, STAMPED REST 1952, IS A BRONZE DISK SET IN A
 GK1036'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 41 FEET
 GK1036'EAST OF THE CENTER LINE OF THE HIGHWAY AND 10 FEET WEST OF THE
 GK1036'FENCE LINE.
 GK1036'
 GK1036'REFERENCE MARK NO. 1, STAMPED REST NO 1 1952, IS A BRONZE DISK
 GK1036'SET IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 48
 GK1036'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET WEST OF
 GK1036'THE FENCE LINE.
 GK1036'
 GK1036'REFERENCE MARK NO. 2, STAMPED REST NO 2 1952, IS A BRONZE DISK
 GK1036'SET IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 47
 GK1036'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  3 FEET EAST OF
 GK1036'A FENCE LINE AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.
 GK1036'
 GK1036'THE AZIMUTH MARK, STAMPED REST 1952, IS A BRONZE DISK SET IN A
 GK1036'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS ON THE FIRST
 GK1036'RISE NORTH OF THE STATION.  40 FEET EAST OF THE CENTER LINE OF
 GK1036'THE HIGHWAY AND 2 FEET WEST OF A FENCE LINE.
 GK1036
 GK1036                          STATION RECOVERY (1963)
 GK1036
 GK1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 GK1036'THE STATION MARK, REFERENCE MARKS NUMBERS 1, 2 AND THE AZIMUTH
 GK1036'MARK WERE RECOVERED IN GOOD CONDITION.
 GK1036'
 GK1036'AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT, THE STATION
 GK1036'MARK, REFERENCE MARKS NUMBERS 1 AND 2 WERE DESTROYED TO CLEAR
 GK1036'THE AREA FOR WIDENING OF U.S. HIGHWAY 83 AFTER A NEW STATION
 GK1036'MARK REST 2 AND REFERENCE MARKS NUMBERS 3 AND 4 WERE ESTABLISHED.
 GK1036'THE AZIMUTH MARK WAS NOT DISTURBED.  IT WILL SERVE AS THE AZIMUTH
 GK1036'MARK FOR REST 2.
 GK1036'
 GK1036'NOTE--SEE DESCRIPTION FOR TRIANGULATION STATION REST 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1037 ***********************************************************************
 GK1037  DESIGNATION -  REST 2
 GK1037  PID         -  GK1037
 GK1037  STATE/COUNTY-  TX/HEMPHILL
 GK1037  USGS QUAD   -  BARTON CREEK (1973)
 GK1037
 GK1037                         *CURRENT SURVEY CONTROL
 GK1037  ___________________________________________________________________
 GK1037* NAD 83(1993)-  36 02 55.35157(N)    100 30 10.01830(W)     ADJUSTED  
 GK1037* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 GK1037  ___________________________________________________________________
 GK1037  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 GK1037  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GK1037
 GK1037  HORZ ORDER  -  SECOND
 GK1037
 GK1037.The horizontal coordinates were established by classical geodetic methods
 GK1037.and adjusted by the National Geodetic Survey in February 1996..
 GK1037.No horizontal observational check was made to the station.
 GK1037
 GK1037.The orthometric height was scaled from a topographic map.
 GK1037
 GK1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1037
 GK1037.The geoid height was determined by GEOID03.
 GK1037
 GK1037;                    North         East     Units Scale Factor Converg.
 GK1037;SPC TX N     - 1,227,736.157   289,853.355   MT  0.99997137   +0 34 40.5
 GK1037;SPC TX N     - 4,027,997.71    950,960.55   sFT  0.99997137   +0 34 40.5
 GK1037;UTM  14      - 3,990,395.783   364,636.278   MT  0.99982578   -0 53 04.1
 GK1037
 GK1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1037!SPC TX N     -   0.99987283  x   0.99997137  =   0.99984420
 GK1037!UTM  14      -   0.99987283  x   0.99982578  =   0.99969863
 GK1037
 GK1037|---------------------------------------------------------------------|
 GK1037| PID    Reference Object                     Distance      Geod. Az  |
 GK1037|                                                           dddmmss.s |
 GK1037| CL3853 REST 2 RM 3                          21.055 METERS 17408     |
 GK1037| GK1036 REST                                  8.465 METERS 26500     |
 GK1037| CL3850 REST AZ MK RESET                                   3461721.4 |
 GK1037| CL3849 REST AZ MK                                         3461723.8 |
 GK1037| CL3854 REST 2 RM 4                                        35549     |
 GK1037|---------------------------------------------------------------------|
 GK1037
 GK1037                          SUPERSEDED SURVEY CONTROL
 GK1037
 GK1037  NAD 83(1993)-  36 02 55.35190(N)    100 30 10.01825(W) AD(       ) 2
 GK1037  NAD 83(1986)-  36 02 55.35787(N)    100 30 10.00672(W) AD(       ) 2
 GK1037  NAD 27      -  36 02 55.21400(N)    100 30 08.50900(W) AD(       ) 2
 GK1037
 GK1037.Superseded values are not recommended for survey control.
 GK1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1037.See file dsdata.txt to determine how the superseded data were derived.
 GK1037
 GK1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6463690396(NAD 83)
 GK1037_MARKER: DS = TRIANGULATION STATION DISK
 GK1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1037
 GK1037  HISTORY     - Date     Condition        Report By
 GK1037  HISTORY     - 1963     MONUMENTED       CGS
 GK1037  HISTORY     - 1965     GOOD             CGS
 GK1037
 GK1037                          STATION DESCRIPTION
 GK1037
 GK1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (SEU)
 GK1037'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF CANADIAN, 6 MILES
 GK1037'NORTH OF THE CANADIAN RIVER AND 1/2 MILE SOUTH OF THE
 GK1037'HEMPHILL-LIPSCOMB COUNTY LINE AND ON STATE PROPERTY.
 GK1037'
 GK1037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60-83
 GK1037'AND FARM-TO-MARKET ROAD 2388 IN CANADIAN, GO NORTHEAST ON U.S.
 GK1037'HIGHWAYS 60 AND 83 FOR 2.2 MILES TO WHERE THE HIGHWAYS SEPARATE.
 GK1037'TURN LEFT, NORTHWEST, AND FOLLOW U.S. HIGHWAY 83 FOR 12.0
 GK1037'MILES TO THE STATION ON THE RIGHT.  CONTINUE ON U.S. HIGHWAY 83
 GK1037'FOR 0.8 MILE TO AZIMUTH MARK ON THE RIGHT.
 GK1037'
 GK1037'STATION MARKS ARE STANDARD DISKS STAMPED REST 2 1963.  THE
 GK1037'SURFACE DISK IS SET IN 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 GK1037'2 INCHES.  IT IS 68 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 GK1037'83, AND 2 FEET WEST OF A METAL WITNESS POST, AND 2 FEET WEST
 GK1037'OF THE RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET IN AN
 GK1037'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE
 GK1037'GROUND.
 GK1037'
 GK1037'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED REST 2 NO 3 1963,
 GK1037'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 GK1037'THE GROUND.  IT IS 69 FEET EAST OF THE CENTER LINE OF U.S.
 GK1037'HIGHWAY 83 AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 GK1037'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED REST 2 NO 4 1963,
 GK1037'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 GK1037'THE GROUND.  IT IS 69 FEET EAST OF THE CENTER LINE OF U.S.
 GK1037'HIGHWAY 83 AND 1 FOOT WST OF THE RIGHT-OF-WAY FENCE.
 GK1037'
 GK1037'AZIMUTH MARK, A STANDARD DISK STAMPED REST 1952, IS SET IN A
 GK1037'12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 GK1037'GROUND.  IT IS ON THE FIRST RISE NORTH OF THE STATION, 40 FEET
 GK1037'EAST OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET WEST OF A FENCE
 GK1037'LINE.
 GK1037'
 GK1037'NOTE--THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 GK1037
 GK1037                          STATION RECOVERY (1965)
 GK1037
 GK1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GK1037'THE STATION MARK, REFERENCE MARKS NO. 3, NO. 4 AND THE AZIMUTH
 GK1037'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1963
 GK1037'DESCRIPTION.  AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT
 GK1037'THE 1952 AZIMUTH MARK WAS DESTROYED TO CLEAR THE AREA FOR
 GK1037'RECONSTRUCTION OF U.S. HIGHWAY 83, AFTER A NEW AZIMUTH MARK WAS
 GK1037'SET ON LINE AWAY FROM THE STATION MARK.
 GK1037'
 GK1037'A DESCRIPTION FOR THE NEW AZIMUTH MARK IS AS FOLLOWS--AZIMUTH
 GK1037'MARK IS A STANDARD DISK STAMPED REST 1952 RESET 1965, IS SET IN
 GK1037'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE
 GK1037'THE SURFACE OF THE GROUND.  IT IS 0.8 MILE NORTH-NORTHWEST OF
 GK1037'THE STATION, 60 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 GK1037'HIGHWAY 83, 209 FEET SOUTHEAST OF THE NORTHEAST END OF A SMALL
 GK1037'CONCRETE CULVERT, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, AND
 GK1037'AT TEXAS HIGHWAY DEPARTMENT BASE STATION 154 + 05.
 GK1037'
 GK1037'NOTE--THE STATION WAS NOT OCCUPIED.  AN ANGLE WAS TURNED FROM
 GK1037'THE OLD AZIMUTH MARK FOR CHECK OF LINE TO STATION MARK AND THE
 GK1037'NEW AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2758 ***********************************************************************
 CS2758  DESIGNATION -  RESTLAND MEMORIAL PARK TANK
 CS2758  PID         -  CS2758
 CS2758  STATE/COUNTY-  TX/DALLAS
 CS2758  USGS QUAD   -  GARLAND (1973)
 CS2758
 CS2758                         *CURRENT SURVEY CONTROL
 CS2758  ___________________________________________________________________
 CS2758* NAD 83(1993)-  32 55 34.39623(N)    096 44 35.51588(W)     ADJUSTED  
 CS2758* NAVD 88     -                                                        
 CS2758  ___________________________________________________________________
 CS2758  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 CS2758  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CS2758
 CS2758  HORZ ORDER  -  THIRD
 CS2758
 CS2758.The horizontal coordinates were established by classical geodetic methods
 CS2758.and adjusted by the National Geodetic Survey in February 1996..
 CS2758
 CS2758
 CS2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2758
 CS2758.The geoid height was determined by GEOID03.
 CS2758
 CS2758;                    North         East     Units Scale Factor Converg.
 CS2758;SPC TXNC     - 2,141,045.286   764,287.026   MT  0.99987500   +0 57 29.3
 CS2758;SPC TXNC     - 7,024,412.74  2,507,498.35   sFT  0.99987500   +0 57 29.3
 CS2758;UTM  14      - 3,645,367.533   711,018.745   MT  1.00014908   +1 13 37.8
 CS2758
 CS2758                          SUPERSEDED SURVEY CONTROL
 CS2758
 CS2758  NAD 83(1993)-  32 55 34.39781(N)    096 44 35.50914(W) AD(       ) 4
 CS2758  NAD 83(1986)-  32 55 34.40314(N)    096 44 35.49962(W) AD(       ) 4
 CS2758  NAD 27      -  32 55 33.95800(N)    096 44 34.50800(W) AD(       ) 3
 CS2758
 CS2758.Superseded values are not recommended for survey control.
 CS2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2758.See file dsdata.txt to determine how the superseded data were derived.
 CS2758
 CS2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1101945368(NAD 83)
 CS2758_MARKER: 53 = ELEVATED TANK
 CS2758
 CS2758  HISTORY     - Date     Condition        Report By
 CS2758  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2758  HISTORY     - 1959     GOOD             CGS
 CS2758  HISTORY     - 1959     GOOD             CGS
 CS2758  HISTORY     - 1985     GOOD             USPSQD
 CS2758  HISTORY     - 19991120 GOOD             USPSQD
 CS2758
 CS2758                          STATION DESCRIPTION
 CS2758
 CS2758'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 CS2758'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF
 CS2758'RICHARDSON, ALONG THE WEST SIDE OF U.S. HIGHWAY 75.  IT IS A
 CS2758'4 LEGGED STEEL STRUCTURE, ABOUT 80 FEET HIGH, AND 20 FEET
 CS2758'SQUARE AT THE BASE.  IT IS SILVER IN COLOR.
 CS2758'
 CS2758'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CS2758
 CS2758                          STATION RECOVERY (1959)
 CS2758
 CS2758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2758'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CS2758'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2758
 CS2758                          STATION RECOVERY (1959)
 CS2758
 CS2758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CS2758'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF
 CS2758'RICHARDSON AND ABOUT 1 MILE EAST OF NEW HIGHWAY U.S. 75.  IT
 CS2758'IS A FOUR LEGGED STEEL STRUCTURE, ABOUT 80 FT HIGH, AND 20 FT
 CS2758'SQUARE AT THE BASE.  IT IS SILVER IN COLOR AND LOCATED IN
 CS2758'RESTLAND MEMORIAL PARK, THE NAME RESTLAND IS PAINTED IN BLACK
 CS2758'ON THE SOUTH SIDE OF THE TANK.
 CS2758
 CS2758                          STATION RECOVERY (1985)
 CS2758
 CS2758'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2758'RECOVERED IN GOOD CONDITION.
 CS2758
 CS2758                          STATION RECOVERY (1999)
 CS2758
 CS2758'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1396 ***********************************************************************
 AJ1396  DESIGNATION -  RETAMIA
 AJ1396  PID         -  AJ1396
 AJ1396  STATE/COUNTY-  TX/WEBB
 AJ1396  USGS QUAD   -  RETAMA CREEK (1980)
 AJ1396
 AJ1396                         *CURRENT SURVEY CONTROL
 AJ1396  ___________________________________________________________________
 AJ1396* NAD 83(1993)-  27 27 46.78319(N)    099 10 18.46229(W)     ADJUSTED  
 AJ1396* NAVD 88     -       175.7    (meters)     576.     (feet)  VERTCON   
 AJ1396  ___________________________________________________________________
 AJ1396  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AJ1396  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AJ1396
 AJ1396  HORZ ORDER  -  FIRST
 AJ1396
 AJ1396.The horizontal coordinates were established by classical geodetic methods
 AJ1396.and adjusted by the National Geodetic Survey in February 1996..
 AJ1396
 AJ1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1396
 AJ1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1396
 AJ1396.The geoid height was determined by GEOID03.
 AJ1396
 AJ1396;                    North         East     Units Scale Factor Converg.
 AJ1396;SPC TX S     - 5,199,197.005   233,601.455   MT  0.99992717   -0 18 18.0
 AJ1396;SPC TX S     -17,057,698.84    766,407.44   sFT  0.99992717   -0 18 18.0
 AJ1396;UTM  14      - 3,037,729.662   483,025.665   MT  0.99960356   -0 04 45.2
 AJ1396
 AJ1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1396!SPC TX S     -   0.99997624  x   0.99992717  =   0.99990342
 AJ1396!UTM  14      -   0.99997624  x   0.99960356  =   0.99957981
 AJ1396
 AJ1396|---------------------------------------------------------------------|
 AJ1396| PID    Reference Object                     Distance      Geod. Az  |
 AJ1396|                                                           dddmmss.s |
 AJ1396| CV2880 RETAMIA RM 1                         19.225 METERS 11257     |
 AJ1396| CV2881 RETAMIA RM 2                         20.118 METERS 28254     |
 AJ1396| CV2882 RETAMIA RM 3                                       2935246.3 |
 AJ1396|---------------------------------------------------------------------|
 AJ1396
 AJ1396                          SUPERSEDED SURVEY CONTROL
 AJ1396
 AJ1396  NAD 83(1986)-  27 27 46.78321(N)    099 10 18.43492(W) AD(       ) 1
 AJ1396  NAD 27      -  27 27 45.70584(N)    099 10 17.32454(W) AD(       ) 1
 AJ1396  NGVD 29 (07/19/86)  175.7    (m)          576.     (f) VERT ANG       
 AJ1396
 AJ1396.Superseded values are not recommended for survey control.
 AJ1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1396.See file dsdata.txt to determine how the superseded data were derived.
 AJ1396
 AJ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR8302637730(NAD 83)
 AJ1396_MARKER: DS = TRIANGULATION STATION DISK
 AJ1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1396_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1396
 AJ1396  HISTORY     - Date     Condition        Report By
 AJ1396  HISTORY     - 1974     MONUMENTED       NGS
 AJ1396
 AJ1396                          STATION DESCRIPTION
 AJ1396
 AJ1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1396'THE STATION IS ABOUT 20 MILES EAST AND 3 MILES SOUTH OF LAREDO, 12
 AJ1396'MILES WEST OF OILTON, 10-1/2 MILES WEST AND 1-3/4 MILES NORTH OF
 AJ1396'MIRANDO CITY AND ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 359.
 AJ1396'
 AJ1396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 359 AND FARM
 AJ1396'ROAD 2895, WHICH IS ABOUT 5-1/2 MILES WEST OF MIRANDO CITY, GO WEST
 AJ1396'ON STATE HIGHWAY 359 FOR 4.45 MILES TO A GRAVELED SIDE ROAD LEFT
 AJ1396'AND A SIGN LA ROSITA RANCH.  CONTINUE WEST ON STATE HIGHWAY 359 FOR
 AJ1396'1.05 MILES TO THE STATION ON THE LEFT.
 AJ1396'
 AJ1396'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON STATE HIGHWAY
 AJ1396'359 FOR 0.35 MILE TO A SMALL CONCRETE BRIDGE AND THE MARK ON THE
 AJ1396'RIGHT.
 AJ1396'
 AJ1396'STATION MARKS ARE STANDARD DISKS, STAMPED RETAMIA 1974.  THE SURFACE
 AJ1396'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AJ1396'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 63.5 FEET SOUTH
 AJ1396'OF THE CENTER OF STATE HIGHWAY 359 AND 7.3 FEET NORTH OF A FENCE.
 AJ1396'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 AJ1396'INCHES BELOW THE GROUND SURFACE.
 AJ1396'
 AJ1396'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RETAMIA NO 1 1974, SET
 AJ1396'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1396'6 INCHES ABOVE THE GROUND.  IT IS 70.0 FEET SOUTH OF THE CENTER OF
 AJ1396'STATE HIGHWAY 359, 1.0 FOOT NORTH OF A FENCE AND ABOUT 1 FOOT
 AJ1396'HIGHER THAN THE STATION.
 AJ1396'
 AJ1396'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RETAMIA NO 2 1974, SET
 AJ1396'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1396'6 INCHES ABOVE THE GROUND.  IT IS 69.5 FEET SOUTH OF THE CENTER OF
 AJ1396'STATE HIGHWAY 359, 1.0 FOOT NORTH OF THE FENCE AND ABOUT 1 FOOT
 AJ1396'HIGHER THAN THE STATION.
 AJ1396'
 AJ1396'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED RETAMIA NO 3 1974,
 AJ1396'CEMENTED IN A DRILL HOLE IN THE EAST END OF THE NORTH HEADWALL OF A
 AJ1396'SMALL CONCRETE BRIDGE.  IT IS 39.6 FEET SOUTH OF A FENCE, 21.0 FEET
 AJ1396'NORTH OF THE CENTER OF STATE HIGHWAY 359 AND 1.6 FEET SOUTHWEST OF
 AJ1396'A WITNESS POST.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AJ1396'
 AJ1396'NEAREST TOWN--MIRANDO CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0805 ***********************************************************************
 CC0805  DESIGNATION -  REX
 CC0805  PID         -  CC0805
 CC0805  STATE/COUNTY-  TX/PECOS
 CC0805  USGS QUAD   -  NORTH OF TUCKER HILL (1970)
 CC0805
 CC0805                         *CURRENT SURVEY CONTROL
 CC0805  ___________________________________________________________________
 CC0805* NAD 83(1993)-  31 02 19.75063(N)    103 19 20.89215(W)     ADJUSTED  
 CC0805* NAVD 88     -       877.6    (meters)    2879.     (feet)  VERTCON   
 CC0805  ___________________________________________________________________
 CC0805  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CC0805  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CC0805
 CC0805  HORZ ORDER  -  SECOND
 CC0805
 CC0805.The horizontal coordinates were established by classical geodetic methods
 CC0805.and adjusted by the National Geodetic Survey in February 1996..
 CC0805
 CC0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0805
 CC0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0805
 CC0805.The geoid height was determined by GEOID03.
 CC0805
 CC0805;                    North         East     Units Scale Factor Converg.
 CC0805;SPC TX C     - 3,155,943.242   414,708.434   MT  0.99988196   -1 32 22.5
 CC0805;SPC TX C     -10,354,123.79  1,360,589.25   sFT  0.99988196   -1 32 22.5
 CC0805;UTM  13      - 3,435,112.773   660,093.057   MT  0.99991615   +0 51 54.5
 CC0805
 CC0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0805!SPC TX C     -   0.99986589  x   0.99988196  =   0.99974787
 CC0805!UTM  13      -   0.99986589  x   0.99991615  =   0.99978205
 CC0805
 CC0805:                Primary Azimuth Mark                     Grid Az
 CC0805:SPC TX C     -  REX AZ MK                                013 29 12.2
 CC0805:UTM  13      -  REX AZ MK                                011 04 55.2
 CC0805
 CC0805|---------------------------------------------------------------------|
 CC0805| PID    Reference Object                     Distance      Geod. Az  |
 CC0805|                                                           dddmmss.s |
 CC0805| CI0291 REX AZ MK                                          0115649.7 |
 CC0805| CI0292 REX RM 1                             51.761 METERS 25014     |
 CC0805| CI0293 REX RM 2                             44.248 METERS 34357     |
 CC0805|---------------------------------------------------------------------|
 CC0805
 CC0805                          SUPERSEDED SURVEY CONTROL
 CC0805
 CC0805  NAD 83(1986)-  31 02 19.75511(N)    103 19 20.88502(W) AD(       ) 2
 CC0805  NAD 27      -  31 02 19.21600(N)    103 19 19.27700(W) AD(       ) 2
 CC0805  NGVD 29 (07/19/86)  877.3    (m)         2878.     (f) VERT ANG       
 CC0805
 CC0805.Superseded values are not recommended for survey control.
 CC0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0805.See file dsdata.txt to determine how the superseded data were derived.
 CC0805
 CC0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ6009335113(NAD 83)
 CC0805_MARKER: DS = TRIANGULATION STATION DISK
 CC0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0805
 CC0805  HISTORY     - Date     Condition        Report By
 CC0805  HISTORY     - 1935     MONUMENTED       CGS
 CC0805  HISTORY     - 1946     GOOD             LOCENG
 CC0805  HISTORY     - 1971     GOOD             USGS
 CC0805
 CC0805                          STATION DESCRIPTION
 CC0805
 CC0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0805'STATION IS ABOUT 28-1/2 MILES SSW OF PECOS AND 10 MILES W
 CC0805'OF STATE HIGHWAY 27.  IT IS ON FLAT, BRUSH-COVERED PASTURE
 CC0805'LAND AND IS IN SEC. 11, (APPROXIMATELY) BLOCK 50.  THE STATION
 CC0805'IS ON LAND OWNED BY THE U OUTFIT WHICH IS THE POPHUM LAND
 CC0805'AND CATTLE COMPANY OF BALMORHEA.
 CC0805'
 CC0805'SURFACE, UNDERGROUND, REFENCE AND AZIMUTH MARKS ARE STANDARD
 CC0805'BRONZE DISKS SET IN CONCRETE.
 CC0805'THE STATION MARK PROJECTS 6 INCHES AND IS 76.5
 CC0805'FEET NE OF THE NW CORNER OF AN ABANDONED HOUSE AND 56 FEET
 CC0805'S OF AN E-W FENCE.
 CC0805'
 CC0805'REFERENCE MARK NO. 1 IS WSW OF THE STATION.  IT IS 97 FEET
 CC0805'W OF THE NW CORNER OF THE ABOVE HOUSE AND 184 FEET S OF THE
 CC0805'ABOVE E-W FENCE.  THE MARK PROJECTS 8 INCHES.
 CC0805'
 CC0805'REFERENCE MARK NO. 2 IS NW OF STATION, 46 FEET N OF THE
 CC0805'ABOVE E-W FENCE.  THE MARK PROJECTS 4 INCHES.
 CC0805'
 CC0805'AZIMUTH MARK IS N OF THE STATION AND IS 3 FEET W OF A LONE
 CC0805'NW FENCE CORNER.  THE MARK PROJECTS 6 INCHES.
 CC0805'
 CC0805'TO REACH THE STATION FROM THE COURTHOUSE IN PECOS, GO S AND
 CC0805'SE ON STATE HIGHWAY 27 FOR 26.6 MILES TO THE PECOS-REEVES
 CC0805'COUNTY LINE MARKED BY A WHITE SIGN ON THE E SIDE OF THE
 CC0805'HIGHWAY.  CONTINUE SE ON MAIN HIGHWAY 8.1 MILES TO A BLADED
 CC0805'ROAD AND SIGN H.D. MENDEL ON THE W SIDE OF THE HIGHWAY.
 CC0805'(THIS POINT IS 20 MILES N OF THE JUNCTION OF U.S. HIGHWAY
 CC0805'290 AND STATE HIGHWAY 27, 1/2 MILE NW TO FORT STOCKTON, 1.0
 CC0805'MILE N OF A SMALL CONCRETE BRIDGE, 0.7 MILE N OF A CATTLE
 CC0805'GUARD ON THE HIGHWAY, AND 1/2 MILE NE OF A WINDMILL, SHACK
 CC0805'AND SMALL GROVE OF TREES).  HERE LEAVE STATE HIGHWAY 27, TURN
 CC0805'SHARP RIGHT AND GO W ON BLADED ROAD 1.5 MILES TO A POINT
 CC0805'WHERE THE ROAD TURNS SW.  FOLLOW THE ROAD SW 0.5 MILE
 CC0805'AND THEN W AGAIN 2.2 MILES TO THE END OF THE BLADED ROAD
 CC0805'AT THE RANCH HOUSE OF H.D. MENDEL.  FROM THE END OF THE
 CC0805'BLADED ROAD GO S 0.2 MILE TO A RED BOARD-GATE IN THE N-S
 CC0805'FENCE AT A POINT 150 YARDS S OF THE MORE SOUTHERLY OF
 CC0805'MENDELS WINDMILLS.  PASS THRU GATE, THEN GO AROUND THE S END
 CC0805'OF A WATER HOLE, AND THEN GO N TO AN E-W WOVEN WIRE FENCE,
 CC0805'AND FOLLOW PLAIN TRACKS W ALONG THE S SIDE OF THE FENCE A
 CC0805'TOTAL DISTANCE OF 1.9 MILES TO ANOTHER RED GATE.  PASS
 CC0805'THRU GATE AND CONTINUE W ON PLAIN TRACKS 0.6 MILE TO A
 CC0805'FORK.  TAKE THE RIGHT FORK AND CONTINUE 0.2 MILE TO A FORK
 CC0805'WHICH IS 150 YARDS NW OF A WINDMILL AND DESERTED
 CC0805'HOUSE.  TAKE THE RIGHT FORK AND GO SW 0.1 MILE TO A
 CC0805'GATE.  PASS THRU GATE AND GO W ON VERY DIM TRACKS 1.2
 CC0805'MILES TO A GATE IN A N-S FENCE AT A POINT 50 YARDS S OF A
 CC0805'T-INTERSECTION OF FENCES.  CONTINUE W ALONG THE S SIDE OF
 CC0805'E-W FENCE 0.9 MILE TO A LONE SW FENCE CORNER.  FROM THIS
 CC0805'POINT GO W ACROSS COUNTRY 1.0 MILE TO VISIBLE ABANDONED
 CC0805'SHACK AND STATION.
 CC0805'
 CC0805'NOTE--BECAUSE OF AN ERROR ON THE PART OF THE BUILDING PARTY,
 CC0805'THE UNDERGROUND MARK IS STAMPED MENDEL.
 CC0805
 CC0805                          STATION RECOVERY (1946)
 CC0805
 CC0805'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (ROE)
 CC0805'STATION RECOVERED BY GENERAL GEOPHYSICAL CO.
 CC0805'
 CC0805'MARK IS IN GOOD CONDITION.  STATION WAS DIFFICULT TO FIND.
 CC0805'ONLY REMAINS OF ABANDONED SHACK WERE FOUND AND THEY WERE NOT
 CC0805'VISIBLE FROM ANY GREAT DISTANCE.
 CC0805
 CC0805                          STATION RECOVERY (1971)
 CC0805
 CC0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (LAR)
 CC0805'AZIMUTH MARK WAS FOUND, CONCRETE POSTS (TWO) WERE FOUND LOOSE
 CC0805'ON THE GROUND, BUT NO TABLETS.  NO TRACK OF THE OTHER TABLET
 CC0805'WAS FOUND.  THE STATION WAS LOCATED IN WHAT IS NOW A CULTIVATED
 CC0805'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2099 ***********************************************************************
 FL2099  DESIGNATION -  REX
 FL2099  PID         -  FL2099
 FL2099  STATE/COUNTY-  TX/DONLEY
 FL2099  USGS QUAD   -  GRIFFIN RANCH (1976)
 FL2099
 FL2099                         *CURRENT SURVEY CONTROL
 FL2099  ___________________________________________________________________
 FL2099* NAD 83(1993)-  35 01 16.91654(N)    100 45 24.67404(W)     ADJUSTED  
 FL2099* NAVD 88     -       792.80   (+/-2cm)    2601.0    (feet)  VERTCON   
 FL2099  ___________________________________________________________________
 FL2099  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 FL2099  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 FL2099
 FL2099  HORZ ORDER  -  THIRD
 FL2099  VERT ORDER  -  THIRD ? (See Below)
 FL2099
 FL2099.The horizontal coordinates were established by classical geodetic methods
 FL2099.and adjusted by the National Geodetic Survey in February 1996..
 FL2099
 FL2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL2099.The vertical order pertains to the NGVD 29 superseded value.
 FL2099
 FL2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2099
 FL2099.The geoid height was determined by GEOID03.
 FL2099
 FL2099;                    North         East     Units Scale Factor Converg.
 FL2099;SPC TX N     - 1,113,562.140   267,817.740   MT  0.99993468   +0 25 50.4
 FL2099;SPC TX N     - 3,653,411.79    878,665.37   sFT  0.99993468   +0 25 50.4
 FL2099;UTM  14      - 3,876,822.943   339,717.211   MT  0.99991663   -1 00 30.4
 FL2099
 FL2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2099!SPC TX N     -   0.99987978  x   0.99993468  =   0.99981447
 FL2099!UTM  14      -   0.99987978  x   0.99991663  =   0.99979642
 FL2099
 FL2099                          SUPERSEDED SURVEY CONTROL
 FL2099
 FL2099  NAD 83(1993)-  35 01 16.91807(N)    100 45 24.67320(W) AD(       ) 3
 FL2099  NAD 83(1986)-  35 01 16.92046(N)    100 45 24.66481(W) AD(       ) 3
 FL2099  NGVD 29 (01/19/93)  792.43   (m)         2599.8    (f) LEVELING    3  
 FL2099
 FL2099.Superseded values are not recommended for survey control.
 FL2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2099.See file dsdata.txt to determine how the superseded data were derived.
 FL2099
 FL2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3971776823(NAD 83)
 FL2099_MARKER: DD = SURVEY DISK
 FL2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2099+STABILITY: SURFACE MOTION
 FL2099
 FL2099  HISTORY     - Date     Condition        Report By
 FL2099  HISTORY     - 1958     MONUMENTED       USGS
 FL2099
 FL2099                          STATION DESCRIPTION
 FL2099
 FL2099'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FL2099'STATION LOCATED 8.8 MI. N. AND 1.0 MI. E. OF LELIA LAKE POST OFFICE,
 FL2099'14 MI. S. AND 1.0 MI. W. OF ALANREED, TEXAS, ON TOP OF RIDGE, 2.0
 FL2099'MI. E. OF SADDLERS CREEK AND 4.6 MI. NW. OF R. O. HOME RANCH, 0.2 MI.
 FL2099'N. OF N. BOUNDARY R. O. RANCH, 79 FT. E. CENTERLINE GRADED RD. AND
 FL2099'27 FT. W. OF HEAD OF GULLY.
 FL2099'
 FL2099'TO RACH FROM LELIA LAKE POST OFFICE, PROCEED W. ALONG U.S. HIGHWAY 287
 FL2099'0.3 MI., THENCE N. ALONG FARM ROAD 1755 AND GRADED RD. ACROSS SALT
 FL2099'FORK OF RED RIVER 7.0 MI. TO RD. FORK, TAKE LEFT FORK 1.6 MI. UP HILL
 FL2099'TO CATTLEGUARD, CONTINUE 0.2 MI. TO TOP AND STATION E. OF RD.
 FL2099'
 FL2099'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 FL2099'0.2 FT., STAMPED---REX ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2657 ***********************************************************************
 AX2657  DESIGNATION -  REXVILLE
 AX2657  PID         -  AX2657
 AX2657  STATE/COUNTY-  TX/AUSTIN
 AX2657  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX2657
 AX2657                         *CURRENT SURVEY CONTROL
 AX2657  ___________________________________________________________________
 AX2657* NAD 83(1993)-  29 43 46.72362(N)    096 15 08.03755(W)     ADJUSTED  
 AX2657* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 AX2657  ___________________________________________________________________
 AX2657  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AX2657  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX2657
 AX2657  HORZ ORDER  -  SECOND
 AX2657
 AX2657.The horizontal coordinates were established by classical geodetic methods
 AX2657.and adjusted by the National Geodetic Survey in February 1996..
 AX2657
 AX2657.The orthometric height was scaled from a topographic map.
 AX2657
 AX2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2657
 AX2657.The geoid height was determined by GEOID03.
 AX2657
 AX2657;                    North         East     Units Scale Factor Converg.
 AX2657;SPC TXSC     - 4,213,285.403   865,783.005   MT  0.99988689   +1 20 46.2
 AX2657;SPC TXSC     -13,823,087.19  2,840,489.74   sFT  0.99988689   +1 20 46.2
 AX2657;UTM  14      - 3,291,990.532   765,783.338   MT  1.00047168   +1 21 48.4
 AX2657
 AX2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2657!SPC TXSC     -   0.99999436  x   0.99988689  =   0.99988125
 AX2657!UTM  14      -   0.99999436  x   1.00047168  =   1.00046604
 AX2657
 AX2657|---------------------------------------------------------------------|
 AX2657| PID    Reference Object                     Distance      Geod. Az  |
 AX2657|                                                           dddmmss.s |
 AX2657| CV6710 REXVILLE RM 1                        19.763 METERS 03638     |
 AX2657| CV6711 REXVILLE RM 2                        19.386 METERS 12730     |
 AX2657| CV6709 REXVILLE AZ MK                                     1390640.2 |
 AX2657|---------------------------------------------------------------------|
 AX2657
 AX2657                          SUPERSEDED SURVEY CONTROL
 AX2657
 AX2657  NAD 83(1986)-  29 43 46.73854(N)    096 15 08.02208(W) AD(       ) 2
 AX2657  NAD 27      -  29 43 45.89400(N)    096 15 07.15100(W) AD(       ) 2
 AX2657
 AX2657.Superseded values are not recommended for survey control.
 AX2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2657.See file dsdata.txt to determine how the superseded data were derived.
 AX2657
 AX2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6578391991(NAD 83)
 AX2657_MARKER: DS = TRIANGULATION STATION DISK
 AX2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2657
 AX2657  HISTORY     - Date     Condition        Report By
 AX2657  HISTORY     - 1954     MONUMENTED       CGS
 AX2657  HISTORY     - 19991024 GOOD             USPSQD
 AX2657
 AX2657                          STATION DESCRIPTION
 AX2657
 AX2657'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2657'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF SEALY, 10
 AX2657'MILES NORTHEAST OF EAGLE LAKE, 1.4 MILES SOUTH OF U.S. HIGHWAY 90
 AX2657'AND NEAR THE SOUTH END OF A SMALL PASTURE ON THE PROPERTY
 AX2657'OF MR. ALFRED LUEDECKE.
 AX2657'
 AX2657'TO REACH THE STATION FROM THE OVERPASS AT THE INTERSECTION
 AX2657'OF U.S. HIGHWAY 90 AND STATE HIGHWAY 36 IN SEALY, GO WEST ON U.S.
 AX2657'HIGHWAY 90 FOR 6.8 MILES TO A MOBILE SERVICE STATION AND GRAVEL
 AX2657'ROAD LEFT, SOUTH, TURN SOUTH AND FOLLOW MAIN TRAVELED ROAD FOR
 AX2657'2.1 MILES TO A GATE ON THE LEFT AT THE SOUTHWEST CORNER OF
 AX2657'MR. LUEDECKES FRONT YARD.  PASS THROUGH GATE THENCE SOUTH,
 AX2657'RIGHT, TO A CLUMP OF TREES, 0.1 MILE FROM THE GATE, AND THE
 AX2657'STATION SITE.  TO REACH THE AZIMUTH MARK FROM THE GATE.
 AX2657'CONTINUE SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO A CORRAL AND THE
 AX2657'MARK ON THE RIGHT.
 AX2657'
 AX2657'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2657'PROJECTING 6 INCHES.  IT IS NEAR THE CENTER OF THE CIRCULAR
 AX2657'CLUMP OF TREES, 165 FEET NORTHEAST OF THE CENTER LINE OF THE
 AX2657'ROAD, 147 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCELINE, 133
 AX2657'FEET NORTHWEST OF A FENCELINE, 66 FEET SOUTH OF A FENCELINE AND 1
 AX2657'FOOT NORTHEAST OF A WITNESS POST.  THE MARK IS STAMPED REXVILLE
 AX2657'1954.
 AX2657'
 AX2657'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AX2657'CONCRETE POST PROJECTING 6 INCHES.  IT IS 143 FEET WEST OF A
 AX2657'FENCE CORNER, 2 FEET SOUTH OF A FENCELINE AND 1 FOOT WEST
 AX2657'OF A WITNESS POST.  THE MARK IS STAMPED REXVILLE NO 1 1954.
 AX2657'
 AX2657'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AX2657'CONCRETE POST PROJECTING 6 INCHES.  IT IS 70 FEET NORTHWEST OF A
 AX2657'FENCELINE AND 1 FOOT SOUTHWEST OF A WITNESS POST.  THE MARK IS
 AX2657'STAMPED REXVILLE NO 2 1954.
 AX2657'
 AX2657'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2657'POST PROJECTING 4 INCHES.  IT IS 27 FEET SOUTH OF THE CENTERLINE
 AX2657'OF A GRAVEL ROAD, 4 FEET SOUTHEAST OF A WOODEN DRIVEWAY
 AX2657'BRIDGE, 2 FEET NORTHEAST OF A GATE LEADING INTO THE CORRAL, 2
 AX2657'FEET NORTH OF THE RIGHT-OF-WAY FENCELINE AND 2 FEET NORTH
 AX2657'OF A WITNESS POST.  THE MARK IS STAMPED REXVILLE 1954.
 AX2657'
 AX2657'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AX2657
 AX2657                          STATION RECOVERY (1999)
 AX2657
 AX2657'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1608 ***********************************************************************
 AH1608  DESIGNATION -  REYNOLDS
 AH1608  PID         -  AH1608
 AH1608  STATE/COUNTY-  TX/JIM WELLS
 AH1608  USGS QUAD   -  ORANGE GROVE (1979)
 AH1608
 AH1608                         *CURRENT SURVEY CONTROL
 AH1608  ___________________________________________________________________
 AH1608* NAD 83(1993)-  27 55 49.93600(N)    097 56 58.29332(W)     ADJUSTED  
 AH1608* NAVD 88     -        57.2    (meters)     188.     (feet)  VERTCON   
 AH1608  ___________________________________________________________________
 AH1608  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AH1608  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1608
 AH1608  HORZ ORDER  -  FIRST
 AH1608
 AH1608.The horizontal coordinates were established by classical geodetic methods
 AH1608.and adjusted by the National Geodetic Survey in February 1996..
 AH1608
 AH1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1608
 AH1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1608
 AH1608.The geoid height was determined by GEOID03.
 AH1608
 AH1608;                    North         East     Units Scale Factor Converg.
 AH1608;SPC TX S     - 5,250,947.465   354,181.579   MT  1.00002605   +0 14 59.7
 AH1608;SPC TX S     -17,227,483.47  1,162,010.73   sFT  1.00002605   +0 14 59.7
 AH1608;SPC TXSC     - 4,011,238.333   703,408.001   MT  1.00016072   +0 30 52.7
 AH1608;SPC TXSC     -13,160,204.43  2,307,764.42   sFT  1.00016072   +0 30 52.7
 AH1608;UTM  14      - 3,089,951.549   603,354.691   MT  0.99973185   +0 29 31.5
 AH1608
 AH1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1608!SPC TX S     -   0.99999519  x   1.00002605  =   1.00002124
 AH1608!SPC TXSC     -   0.99999519  x   1.00016072  =   1.00015590
 AH1608!UTM  14      -   0.99999519  x   0.99973185  =   0.99972704
 AH1608
 AH1608:                Primary Azimuth Mark                     Grid Az
 AH1608:SPC TX S     -  MC NEILLS P E HOUSE WINDMILL             027 28 52.9
 AH1608:SPC TXSC     -  MC NEILLS P E HOUSE WINDMILL             027 12 59.9
 AH1608:UTM  14      -  MC NEILLS P E HOUSE WINDMILL             027 14 21.1
 AH1608
 AH1608|---------------------------------------------------------------------|
 AH1608| PID    Reference Object                     Distance      Geod. Az  |
 AH1608|                                                           dddmmss.s |
 AH1608| AH1605 MC NEILLS P E HOUSE WINDMILL        APPROX. 8.0 KM 0274352.6 |
 AH1608| AN2162 MATHIS METHODIST CHURCH SPIRE       APPROX.21.7 KM 0325214.7 |
 AH1608| CV2883 REYNOLDS RM                          27.221 METERS 11640     |
 AH1608| AH1604 KINGS RANCH HSE TALLEST CHIM        APPROX. 9.3 KM 1662515.2 |
 AH1608| AH1603 WOODS RANCH HOUSE CUPOLA            APPROX.18.2 KM 1823654.7 |
 AH1608| AJ1211 ALICE                               APPROX.24.2 KM 2104816.3 |
 AH1608|---------------------------------------------------------------------|
 AH1608
 AH1608                          SUPERSEDED SURVEY CONTROL
 AH1608
 AH1608  NAD 83(1986)-  27 55 49.94284(N)    097 56 58.27272(W) AD(       ) 1
 AH1608  NAD 27      -  27 55 48.87500(N)    097 56 57.27400(W) AD(       ) 1
 AH1608  NGVD 29 (07/19/86)   57.3    (m)          188.     (f) VERT ANG       
 AH1608
 AH1608.Superseded values are not recommended for survey control.
 AH1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1608.See file dsdata.txt to determine how the superseded data were derived.
 AH1608
 AH1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0335589952(NAD 83)
 AH1608_MARKER: N = NAIL
 AH1608_SETTING: 0 = UNSPECIFIED SETTING
 AH1608
 AH1608  HISTORY     - Date     Condition        Report By
 AH1608  HISTORY     - 1904     MONUMENTED       CGS
 AH1608  HISTORY     - 1932     GOOD             CGS
 AH1608  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AH1608
 AH1608                          STATION DESCRIPTION
 AH1608
 AH1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 AH1608'STATION IS 3-1/2 MILES NE OF ALFRED RAILWAY STATION, 1/2
 AH1608'MILE NE OF REYNOLDS SWITCH, 339 PACES E OF THE SAN ANTONIO
 AH1608'AND ARANSAS PASS RAILWAY, IN A PASTURE, IN 1904 BELONGING
 AH1608'TO GEORGE J. REYNOLDS, AND 3/8 MILE N OF HIS HOUSE.  THE
 AH1608'STATION IS 27.52 METERS (90.3 FEET) W OF THE W FENCE OF A
 AH1608'COTTON FIELD AND 352 PACES N OF ITS SW CORNER.
 AH1608'
 AH1608'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL
 AH1608'IN IRON PIPE SET IN CONCRETE.
 AH1608'
 AH1608'REFERENCE MARK IS AT THE SAME ELEVATION AS THE STATION, 0.30
 AH1608'METER (1.0 FOOT) W OF THE COTTON-FIELD FENCE AND 27.221 METERS
 AH1608'(89.31 FEET) FROM THE STATION S 63 DEG 20 MIN E.
 AH1608'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION--CHIMNEY
 AH1608'ON ALFRED RAILWAY STATION, 3-1/2 MILES, S 33 DEG 17 MIN W.
 AH1608'CHIMNEY ON E.E. MILLERS HOUSE, 1/2 MILE, S 78 DEG 05 MIN E.
 AH1608'CHIMNEY ON GEORGE J. REYNOLDS HOUSE, 3/8 MILE, S 12 DEG 51 MIN W.
 AH1608'IN 1932 SURFACE AND REFERENCE MARKS WERE REPORTED DESTROYED,
 AH1608'BUT UNDERGROUND MARK WAS RECOVERED INTACT, 3-1/2 FEET BELOW
 AH1608'THE SURFACE.  IT IS IN A COTTON FIELD BELONGING TO GEORGE J.
 AH1608'REYNOLDS, JR., AND IS 989.8 FEET FROM A ROOFING NAIL IN A CROSS
 AH1608'TIE ON CENTER LINE OF THE SAN ANTONIO AND ARANSAS PASS
 AH1608'RAILWAY.  THIS TIE IS 1,663 FEET S OF MILEPOST NO. 28, AND
 AH1608'2,205 FEET S OF CROSSING OF CENTER LINE OF UNITED GAS
 AH1608'SYSTEM PIPE LINE AND RAILROAD.  THE ANGLE AT NAIL BETWEEN
 AH1608'CENTER LINE OF RAILWAY TO N AND STATION IS 89 DEG 20 MIN.
 AH1608'STATION IS 870 FEET FROM FENCE LINE ON E SIDE OF STATE
 AH1608'HIGHWAY 12 (ALICE-MATHIS PAVED ROAD) AT A POINT IN LINE
 AH1608'WITH ABOVE CROSS TIE, WHICH POINT IS 370 FEET N OF ONE IRON
 AH1608'PIPE IN FENCE LINE, AND 1,447 FEET N OF ANOTHER IRON PIPE
 AH1608'(1-INCH) AND LARGE STONE PLACED AT END OF ORIGINAL
 AH1608'REYNOLDS FENCE.  A FENCE LINE COMING FROM FIRST PIPE PASSES
 AH1608'260 FEET S OF STATION.  ELEVATION OF STATION, 57.3
 AH1608'METERS (188 FEET).
 AH1608
 AH1608                          STATION RECOVERY (1953)
 AH1608
 AH1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1608'THE STATION SURFACE MARK AND REFERENCE MARKS HAVE BEEN DESTROYED.
 AH1608'THE SUB-SURFACE MARK WAS RECOVERED IN GOOD CONDITION.  FOLLOWING
 AH1608'ARE NEW NOTES ON ITS LOCATION.  THE MARK IS A NAIL SET IN A
 AH1608'MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND,
 AH1608'83.883 METERS (275.20 FEET) FROM TRIANGULATION STATION REYNOLDS
 AH1608'2, N 68 DEG 48 MIN E.  TRIANGULATION STATION
 AH1608'REYNOLDS 2 WAS ESTABLISHED PREVIOUS TO RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0925 ***********************************************************************
 FM0925  DESIGNATION -  REYNOLDS
 FM0925  PID         -  FM0925
 FM0925  STATE/COUNTY-  TX/HARTLEY
 FM0925  USGS QUAD   -  KING SE (1973)
 FM0925
 FM0925                         *CURRENT SURVEY CONTROL
 FM0925  ___________________________________________________________________
 FM0925* NAD 83(1993)-  35 51 43.71092(N)    102 33 59.95067(W)     ADJUSTED  
 FM0925* NAVD 88     -      1194.6    (meters)    3919.     (feet)  VERTCON   
 FM0925  ___________________________________________________________________
 FM0925  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 FM0925  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 FM0925
 FM0925  HORZ ORDER  -  FIRST
 FM0925
 FM0925.The horizontal coordinates were established by classical geodetic methods
 FM0925.and adjusted by the National Geodetic Survey in February 1996..
 FM0925
 FM0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0925
 FM0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0925
 FM0925.The geoid height was determined by GEOID03.
 FM0925
 FM0925;                    North         East     Units Scale Factor Converg.
 FM0925;SPC TX N     - 1,207,102.476   103,667.097   MT  0.99994085   -0 37 05.4
 FM0925;SPC TX N     - 3,960,302.04    340,114.47   sFT  0.99994085   -0 37 05.4
 FM0925;UTM  13      - 3,971,392.401   719,713.737   MT  1.00019488   +1 25 34.0
 FM0925
 FM0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0925!SPC TX N     -   0.99981644  x   0.99994085  =   0.99975730
 FM0925!UTM  13      -   0.99981644  x   1.00019488  =   1.00001129
 FM0925
 FM0925:                Primary Azimuth Mark                     Grid Az
 FM0925:SPC TX N     -  DALHART MUNICIPAL TANK                   012 48 20.3
 FM0925:UTM  13      -  DALHART MUNICIPAL TANK                   010 45 40.9
 FM0925
 FM0925|---------------------------------------------------------------------|
 FM0925| PID    Reference Object                     Distance      Geod. Az  |
 FM0925|                                                           dddmmss.s |
 FM0925| GL1394 DALHART MUNICIPAL TANK              APPROX.21.6 KM 0121114.9 |
 FM0925| FM0880 HARTLEY FARMERS CO GRAIN ELEV       APPROX.15.5 KM 0793347.9 |
 FM0925| FM0881 HARTLEY WILLIAMS WTR WORKS TK       APPROX.15.0 KM 0804802.7 |
 FM0925| CJ8271 REYNOLDS RM 1                        44.936 METERS 09840     |
 FM0925| CJ8272 REYNOLDS RM 2                        38.582 METERS 17841     |
 FM0925| CJ8273 REYNOLDS RM 3                        12.204 METERS 23206     |
 FM0925| CJ8270 REYNOLDS AZ MK                                     3585918.4 |
 FM0925|---------------------------------------------------------------------|
 FM0925
 FM0925                          SUPERSEDED SURVEY CONTROL
 FM0925
 FM0925  NAD 83(1993)-  35 51 43.71096(N)    102 33 59.95007(W) AD(       ) 1
 FM0925  NAD 83(1993)-  35 51 43.71864(N)    102 33 59.94138(W) AD(       ) 1
 FM0925  NAD 83(1986)-  35 51 43.71925(N)    102 33 59.94149(W) AD(       ) 1
 FM0925  NAD 27      -  35 51 43.58500(N)    102 33 58.21600(W) AD(       ) 1
 FM0925  NGVD 29 (07/19/86) 1194.1    (m)         3918.     (f) VERT ANG       
 FM0925
 FM0925.Superseded values are not recommended for survey control.
 FM0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0925.See file dsdata.txt to determine how the superseded data were derived.
 FM0925
 FM0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV1971471392(NAD 83)
 FM0925_MARKER: DS = TRIANGULATION STATION DISK
 FM0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0925
 FM0925  HISTORY     - Date     Condition        Report By
 FM0925  HISTORY     - 1934     MONUMENTED       CGS
 FM0925  HISTORY     - 1948     GOOD             CGS
 FM0925  HISTORY     - 1953     GOOD             CGS
 FM0925
 FM0925                          STATION DESCRIPTION
 FM0925
 FM0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0925'THIS STATION IS LOCATED IN THE NW 1/4 OF SEC. 29, BLOCK 1 TO ON
 FM0925'THE PROPERTY OF JOE REYNOLDS, 1-1/4 MILES SSE OF AN UNOCCUPIED
 FM0925'RANCH KNOWN AS BISHOPS PLACE, 2 MILES N OF WINDMILL, GROVE OF
 FM0925'TREES AND TWO CONCRETE TANKS 1 MILE S OF CATTLE GUARD, 28
 FM0925'FEET E OF FIVE STRAND N-S FENCE AND MARK PROJECTS 1 FOOT.
 FM0925'
 FM0925'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FM0925'STANDARD BRONZE DISKS SET
 FM0925'IN CONCRETE.
 FM0925'
 FM0925'REFERENCE MARK NO. 1 IS W OF STATION, 175 FEET E OF N-S
 FM0925'FENCE AND PROJECTS 1 FOOT.
 FM0925'
 FM0925'REFERENCE MARK NO. 2 IS S OF THE STATION, 30 FEET E OF N-S
 FM0925'FENCE AND PROJECTS 1 FOOT.
 FM0925'
 FM0925'AZIMUTH MARK IS N OF STATION, 25 FEET W OF N-S FENCE, 0.4
 FM0925'MILE S OF CATTLE GUARD AND PROJECTS 1 FOOT.
 FM0925'
 FM0925'STATION IS REACHED FROM INTERSECTION OF U.S. HIGHWAY 54 AND
 FM0925'MAIN STREET IN DALHART BY DRIVING W ON HIGHWAY FOR 0.3 MILE TO A
 FM0925'DESERTED WHITE FRONT FILLING STATION.  LEAVE U.S. HIGHWAY 54
 FM0925'AND TURN LEFT OR S AND FOLLOW GRADED ROAD 8.5 MILES TO A POINT
 FM0925'WHERE ROAD DESCENDS INTO A SMALL CANYON AND FORKS.  TAKE LEFT
 FM0925'FORK AND DRIVE SOUTHWESTERLY ON A WINDING ROAD FOR 1.1 MILES
 FM0925'TO A CATTLE GUARD.  PASS THROUGH CATTLE GUARD AND TAKE RIGHT
 FM0925'FORK AND DRIVE SOUTHERLY AND SOUTHWESTERLY FOR 1.9 MILES TO
 FM0925'WHITE RANCH HOUSE IN BOTTOM OF CANYON.  PASS TO W OF BUILDINGS
 FM0925'THROUGH CATTLE GUARD AND CONTINUE SOUTHWESTERLY FOR 0.7
 FM0925'MILE TO THREE FORKS.  TAKE MIDDLE OF THESE FORKS AND GO W
 FM0925'OUT OF CANYON AND THEN SOUTHWESTERLY FOR A TOTAL DISTANCE
 FM0925'OF 1.3 MILES TO A CATTLE GUARD THAT IS 20 YARDS S OF
 FM0925'T-FENCE INTERSECTION.  BISHOPS PLACE, DESERTED
 FM0925'BUILDINGS, MAY BE SEEN 0.5 MILE W.  DO NOT PASS THROUGH
 FM0925'CATTLE GUARD BUT TURN S AND DRIVE ALONG E SIDE OF N-S FENCE
 FM0925'1.0 MILE TO STATION, PASSING AZIMUTH MARK AT 0.4 MILE.
 FM0925'
 FM0925'A 25-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 FM0925
 FM0925                          STATION RECOVERY (1948)
 FM0925
 FM0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (APR)
 FM0925'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FM0925'DUT TO NEW HIGHWAY CONSTRUCTION, THE SURFACE STATION MARK WAS
 FM0925'LOWERED TO A POINT 8 INCHES BELOW THE SURFACE OF THE EDGE OF
 FM0925'THE ROAD, R.M. NO. 2 WAS DESTROYED AND R.M. NO. 3 WAS
 FM0925'ESTABLISHED.  A REVISED DESCRIPTION IS AS FOLLOWS--THE STATION
 FM0925'IS LOCATED ABOUT 15 MILES S.S.W. OF DALHART ALONG THE WEST
 FM0925'EDGE OF THE GRADE OF THE NEW DALHART-CHANNING HIGHWAY, IT IS IN
 FM0925'THE NW. 1/4 SEC. 29, BLOCK I TO AND ABOUT 1-1/4 MILES SSE
 FM0925'OF THE OLD BISHOP PLACE, A REYNOLDS RANCH CAMP HOUSE.
 FM0925'
 FM0925'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0925'BRONZE DISKS SET IN CONCRETE.
 FM0925'
 FM0925'REFERENCE MARK NO. 1 IS E. OF STATION, 85 FEET E. OF THE EAST
 FM0925'RIGHT-OF-WAY FENCE AND PROJECTS ABOUT 1 FOOT.
 FM0925'
 FM0925'REFERENCE MARK NO. 3 IS S.W. OF THE STATION, 3 FEET W. OF THE
 FM0925'WEST RIGHT-OF-WAY FENCE AND PROJECTS ABOUT 1 FOOT.  THE
 FM0925'DISK IS STAMPED REYNOLDS 1934, NO. 3 1948.
 FM0925'
 FM0925'THE AZIMUTH MARK IS 0.7 MILE NORTH OF THE STATION, 24 FEET
 FM0925'WEST OF THE WEST RIGHT-OF-WAY FENCE AND PROJECTS ABOUT 1 FOOT.
 FM0925'IT IS ABOUT 0.4 MILE SOUTH OF A CATTLE GUARD AND ROAD LEADING
 FM0925'WEST TO THE REYNOLDS RANCH CAMP HOUSE.
 FM0925'
 FM0925'THE STATION IS AT THE APPROXIMATE WEST EDGE OF THE CROWN OF THE
 FM0925'GRADE AND IS 28.1 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.
 FM0925'
 FM0925'TO REACH THE STATION FROM DALAHRT--GO SOUTH-WEST ON HIGHWAY
 FM0925'NO. 54, ALONG THE ROCK ISLAND LINE 03.4 MILES.  THEN BEAR LEFT
 FM0925'OFF THE HIGHWAY AND GO SOUTH ON THE COUNTY HIGHWAY 11.5 MILES
 FM0925'TO THE AZIMUTH MARK IN THE PASTURE ON THE RIGHT.  THEN
 FM0925'CONTINUE SOUTH 0.7 MILE TO THE TOP OF THE DIVIDE AND THE STATION.
 FM0925
 FM0925                          STATION RECOVERY (1953)
 FM0925
 FM0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0925'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND
 FM0925'REFERENCE MARK NUMBER ONE WERE IN GOOD CONDITION.  THE
 FM0925'STATION MARK HAS BEEN LOWERED TO ABOUT 1 FOOT BELOW THE
 FM0925'SURFACE.  REFERENCE MARK NUMBER TWO HAS BEEN DESTROYED BY ROAD
 FM0925'CONSTRUCTION.  A COMPLETE DESCRIPTION FOLLOWS.
 FM0925'
 FM0925'THE STATION IS LOCATED ALONG THE WEST EDGE OF A PAVED ROAD.
 FM0925'IT IS ABOUT 10 MILES WEST OF HARTLEY, ABOUT 15 MILES AIRLINE
 FM0925'SOUTH-SOUTHWEST OF DALHART, AND ABOUT 19 MILES AIRLINE
 FM0925'NORTHWEST OF CHANNING.
 FM0925'
 FM0925'THE STATION IS A STANDARD DISK STAMPED REYNOLDS 1934 AND
 FM0925'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 FM0925'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 24 FEET
 FM0925'EAST OF A WIRE FENCE, 4-1/2 FEET WEST OF THE WEST EDGE OF
 FM0925'FARM ROAD 998, BETWEEN THE EDGE OF THE PAVEMENT AND THE
 FM0925'SHOULDER.
 FM0925'
 FM0925'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED REYNOLDS
 FM0925'NO 1 1934 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FM0925'POST THAT PROJECTS 9 INCHES.  IT IS 84 FEET EAST OF A WIRE
 FM0925'FENCE, 108 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 FM0925'2 FEET HIGHER THAN THE STATION.
 FM0925'
 FM0925'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 FM0925'REYNOLDS NO 3 1934 1948 AND SET IN THE TOP OF A 12-INCH SQUARE
 FM0925'CONCRETE POST THAT PROJECTS 16 INCHES.  IT IS 6 FEET WEST
 FM0925'OF THE WIRE FENCE, 45 FEET WEST OF THE CENTER LINE OF THE ROAD,
 FM0925'AND ABOUT 2 FEET HIGHER THAN THE STATION.
 FM0925'
 FM0925'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FM0925'REYNOLDS 1934 AZIMUTH AND SET IN THE TOP OF A 12-INCH SQUARE
 FM0925'CONCRETE POST THAT PROJECTS 18 INCHES.  IT IS 66 FEET WEST OF
 FM0925'THE CENTER LINE OF FARM ROAD 998, AND 24 FEET WEST OF A WIRE
 FM0925'FENCE.  TO REACH THE MARK FROM THE STATION GO NORTH ON THE
 FM0925'ROAD FOR 0.8 MILE TO THE MARK ON THE LEFT.
 FM0925'
 FM0925'TO REACH THE STATION FROM THE POST OFFICE IN DALHART GO SOUTH
 FM0925'FOR 0.25 MILE TO 7TH. STREET.  TURN RIGHT, AND FOLLOW U.S.
 FM0925'HIGHWAY 54 WEST AND SOUTHWEST FOR 3.3 MILES TO FARM ROAD 998
 FM0925'ON THE LEFT.  TURN LEFT, SOUTH, AND GO 12.7 MILES TO THE
 FM0925'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0940 ***********************************************************************
 CD0940  DESIGNATION -  REYNOLDS
 CD0940  PID         -  CD0940
 CD0940  STATE/COUNTY-  TX/CULBERSON
 CD0940  USGS QUAD   -  PANTHER CANYON (1970)
 CD0940
 CD0940                         *CURRENT SURVEY CONTROL
 CD0940  ___________________________________________________________________
 CD0940* NAD 83(1993)-  31 11 10.10831(N)    104 22 10.09591(W)     ADJUSTED  
 CD0940* NAVD 88     -      1643.2    (meters)    5391.     (feet)  VERTCON   
 CD0940  ___________________________________________________________________
 CD0940  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 CD0940  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 CD0940
 CD0940  HORZ ORDER  -  FIRST
 CD0940
 CD0940.The horizontal coordinates were established by classical geodetic methods
 CD0940.and adjusted by the National Geodetic Survey in February 1996..
 CD0940
 CD0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0940
 CD0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0940
 CD0940.The geoid height was determined by GEOID03.
 CD0940
 CD0940;                    North         East     Units Scale Factor Converg.
 CD0940;SPC TX C     - 3,175,419.615   315,410.324   MT  0.99988692   -2 04 43.9
 CD0940;SPC TX C     -10,418,022.52  1,034,808.70   sFT  0.99988692   -2 04 43.9
 CD0940;UTM  13      - 3,450,402.532   560,077.437   MT  0.99964452   +0 19 35.4
 CD0940
 CD0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0940!SPC TX C     -   0.99974555  x   0.99988692  =   0.99963249
 CD0940!UTM  13      -   0.99974555  x   0.99964452  =   0.99939016
 CD0940
 CD0940:                Primary Azimuth Mark                     Grid Az
 CD0940:SPC TX C     -  GOMEZ PEAK                               123 57 40.1
 CD0940:UTM  13      -  GOMEZ PEAK                               121 33 20.8
 CD0940
 CD0940|---------------------------------------------------------------------|
 CD0940| PID    Reference Object                     Distance      Geod. Az  |
 CD0940|                                                           dddmmss.s |
 CD0940| CD0932 GOMEZ PEAK                          APPROX.33.5 KM 1215256.2 |
 CD0940| BQ0412 HIGH OR SAWTOOTH MOUNTAIN           APPROX.57.2 KM 1661750.0 |
 CD0940| CI0294 REYNOLDS RM CROSS                    14.295 METERS 19952     |
 CD0940| CI0295 REYNOLDS RM                           6.379 METERS 28224     |
 CD0940| CD0945 KROUSE                              APPROX. 5.8 KM 2870511.9 |
 CD0940| CD0950 CONE                                APPROX.17.2 KM 3552852.4 |
 CD0940| CD0919 PINNACLE                            APPROX.61.4 KM 3591832.6 |
 CD0940|---------------------------------------------------------------------|
 CD0940
 CD0940                          SUPERSEDED SURVEY CONTROL
 CD0940
 CD0940  NAD 83(1986)-  31 11 10.10934(N)    104 22 10.09270(W) AD(       ) 1
 CD0940  NAD 27      -  31 11 09.62800(N)    104 22 08.37200(W) AD(       ) 1
 CD0940  NGVD 29 (07/19/86) 1642.7    (m)         5389.     (f) VERT ANG       
 CD0940
 CD0940.Superseded values are not recommended for survey control.
 CD0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0940.See file dsdata.txt to determine how the superseded data were derived.
 CD0940
 CD0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ6007750403(NAD 83)
 CD0940_MARKER: Z = SEE DESCRIPTION
 CD0940_SETTING: 0 = UNSPECIFIED SETTING
 CD0940
 CD0940  HISTORY     - Date     Condition        Report By
 CD0940  HISTORY     - 1909     MONUMENTED       CGS
 CD0940  HISTORY     - 1911     GOOD             CGS
 CD0940  HISTORY     - 1937     GOOD             CGS
 CD0940
 CD0940                          STATION DESCRIPTION
 CD0940
 CD0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 CD0940'SEVEN AND ONE-HALF MILES N BY E OF BARACHO, 11 MILES DIRECT
 CD0940'NW FROM KENT, SMALL TOWNS ON THE TEXAS AND PACIFIC RAILWAY,
 CD0940'AND ON THE HIGHEST POINT OF THE HIGHEST PEAK NEAR THE CENTER
 CD0940'OF A VERY PROMINENT HIGH RIGE WHICH IS ABOUT 7 MILES N OF THE
 CD0940'RAILROAD AND PARALLEL TO IT.  IT IS IN THE PASTURE OF THE
 CD0940'REYNOLDS CATTLE AND LAND COMPANY.
 CD0940'
 CD0940'SURFACE MARK IS CAP STATION MARK SCREWED TO TOP OF 3-INCH
 CD0940'IRON PIPE 30 INCHES LONG WHICH IS SET IN THE GROUND WITH
 CD0940'EARTH AND ROCK WELL TAMPED AROUND IT.
 CD0940'
 CD0940'UNDERGROUND MARK IS A STANDARD BRONZE DISK IN A DRILL
 CD0940'HOLE IN A BOULDER 3 FEET BELOW THE GROUND.
 CD0940'
 CD0940'THE REFERENCE MARK, A CROSS CUT IN THE TOP OF A FLAT ROCK
 CD0940'FLUSH WITH THE GROUND, IS 14.28 METERS (46.9 FEET) FROM THE
 CD0940'STATION.
 CD0940
 CD0940                          STATION RECOVERY (1937)
 CD0940
 CD0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CD0940'STATION RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT
 CD0940'STATION MARK IS A STANDARD DISK SET IN DRILL HOLE IN ROCK
 CD0940'INSTEAD OF AN IRON PIPE AS DESCRIBED IN 1909.
 CD0940'
 CD0940'STATION IS ON THE HIGHEST POINT OF A BRUSH-COVERED RIDGE,
 CD0940'AT THE N EDGE OF A GROUP OF RIDGES THAT PARALLEL THE RAILROAD
 CD0940'AND ABOUT 7 MILES N OF IT.  STATION IS NEAR THE NE END OF
 CD0940'A FLAT-TOPPED HILL.  ABOUT 7-1/2 MILES N BY E OF BORACHO
 CD0940'AND ABOUT 11 MILES NW OF KENT, RAILROAD STATIONS ON THE
 CD0940'TEXAS AND PACIFIC RAILWAY.
 CD0940'
 CD0940'STATION MARK IS STAMPED REYNOLD 1909.
 CD0940'
 CD0940'OLD REFERENCE MARK IS A CROSS IN THE TOP OF A LARGE FLAT
 CD0940'ROCK SSW OF STATION.  A NEW STANDARD DISK REFERENCE MARK
 CD0940'STAMPED REYNOLDS 1909 1937 WAS SET IN A ROCK THAT PROJECTS
 CD0940'ABOUT 10 INCHES, AND IS W OF STATION.
 CD0940'
 CD0940'REACHED FROM BORACHO BY GOING N ON A TRAIL ROAD FOR 0.45
 CD0940'MILE TO A FORK.  THENCE RIGHT FORK N FOR 3.4 MILES TO A FORK.
 CD0940'THENCE RIGHT FORK NORTHERLY FOR 0.1 MILE.  THENCE RIGHT FORK
 CD0940'FOR 0.2 MILE TO A GATE.  CONTINUE NORTHERLY FOR 1.9 MILES
 CD0940'TO A RANCH.  KEEP LEFT OF HOUSE AND CONTINUE ON A DIM ROAD
 CD0940'UP DRAW FOR 0.8 MILE TO CANYON FORKS.  THENCE LEAVE ROAD,
 CD0940'TAKE RIGHT HAND CANYON AND GO 0.1 MILE TO END OF TRUCK TRAVEL.
 CD0940'FROM HERE PACK UP CANYON ABOUT 300 YARDS THEN GO RIGHT UP
 CD0940'RIDGE TO THE TOP, THEN TURN LEFT AND FOLLOW ALONG THE RIGHT
 CD0940'SIDE OF CANYON AND GO NE ALONG THE TOP OF RIDGE FOR ABOUT
 CD0940'1-1/2 MILES TO STATION.  AFTER CLIMBING OUT OF CANYON TO
 CD0940'TOP OPF RIDGE, THEN LEFT ALONG TOP OF RIDGE, YOU PASS A
 CD0940'DIRT TANK.  FROM A POINT ABOUT 300 YARDS S OF DIRT TANK
 CD0940'THE COMPASS BEARING TO STATION IS 07 DEG.  ABOUT
 CD0940'3/4-HOUR PACK.
 CD0940'
 CD0940'STATIONS EAST AND KROUSE CAN BE USED AS AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1606 ***********************************************************************
 AH1606  DESIGNATION -  REYNOLDS 2
 AH1606  PID         -  AH1606
 AH1606  STATE/COUNTY-  TX/JIM WELLS
 AH1606  USGS QUAD   -  ORANGE GROVE (1979)
 AH1606
 AH1606                         *CURRENT SURVEY CONTROL
 AH1606  ___________________________________________________________________
 AH1606* NAD 83(1993)-  27 55 47.72601(N)    097 57 00.08818(W)     ADJUSTED  
 AH1606* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 AH1606  ___________________________________________________________________
 AH1606  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AH1606  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1606
 AH1606  HORZ ORDER  -  FIRST
 AH1606
 AH1606.The horizontal coordinates were established by classical geodetic methods
 AH1606.and adjusted by the National Geodetic Survey in February 1996..
 AH1606
 AH1606.The orthometric height was scaled from a topographic map.
 AH1606
 AH1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1606
 AH1606.The geoid height was determined by GEOID03.
 AH1606
 AH1606;                    North         East     Units Scale Factor Converg.
 AH1606;SPC TX S     - 5,250,879.220   354,132.803   MT  1.00002588   +0 14 58.9
 AH1606;SPC TX S     -17,227,259.57  1,161,850.70   sFT  1.00002588   +0 14 58.9
 AH1606;SPC TXSC     - 4,011,169.855   703,359.535   MT  1.00016098   +0 30 51.8
 AH1606;SPC TXSC     -13,159,979.77  2,307,605.41   sFT  1.00016098   +0 30 51.8
 AH1606;UTM  14      - 3,089,883.118   603,306.217   MT  0.99973172   +0 29 30.6
 AH1606
 AH1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1606!SPC TX S     -   0.99999523  x   1.00002588  =   1.00002111
 AH1606!SPC TXSC     -   0.99999523  x   1.00016098  =   1.00015621
 AH1606!UTM  14      -   0.99999523  x   0.99973172  =   0.99972695
 AH1606
 AH1606:                Primary Azimuth Mark                     Grid Az
 AH1606:SPC TX S     -  ORANGE GROVE MUNICIPAL TANK              017 06 54.7
 AH1606:SPC TXSC     -  ORANGE GROVE MUNICIPAL TANK              016 51 01.8
 AH1606:UTM  14      -  ORANGE GROVE MUNICIPAL TANK              016 52 23.0
 AH1606
 AH1606|---------------------------------------------------------------------|
 AH1606| PID    Reference Object                     Distance      Geod. Az  |
 AH1606|                                                           dddmmss.s |
 AH1606| AH1607 ORANGE GROVE MUNICIPAL TANK         APPROX. 3.2 KM 0172153.6 |
 AH1606| CV2885 REYNOLDS 2 RM 1                      23.391 METERS 12507     |
 AH1606| CV2886 REYNOLDS 2 RM 2                      24.837 METERS 29034     |
 AH1606| CV2884 REYNOLDS 2 AZ MK                                   3571525.4 |
 AH1606|---------------------------------------------------------------------|
 AH1606
 AH1606                          SUPERSEDED SURVEY CONTROL
 AH1606
 AH1606  NAD 83(1986)-  27 55 47.73286(N)    097 57 00.06756(W) AD(       ) 1
 AH1606  NAD 27      -  27 55 46.66500(N)    097 56 59.06800(W) AD(       ) 1
 AH1606
 AH1606.Superseded values are not recommended for survey control.
 AH1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1606.See file dsdata.txt to determine how the superseded data were derived.
 AH1606
 AH1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0330689883(NAD 83)
 AH1606_MARKER: DS = TRIANGULATION STATION DISK
 AH1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1606
 AH1606  HISTORY     - Date     Condition        Report By
 AH1606  HISTORY     - 1953     MONUMENTED       CGS
 AH1606
 AH1606                          STATION DESCRIPTION
 AH1606
 AH1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1606'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF ORANGE GROVE AND
 AH1606'0.2 MILE EAST OF U.S. HIGHWAY 59.
 AH1606'
 AH1606'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FARM ROAD
 AH1606'624 IN ORANGE GROVE, GO SOUTHERLY ON U.S. HIGHWAY 59 FOR 1.7
 AH1606'MILES TO A CONCRETE CULVERT.  CONTINUE STRAIGHT AHEAD ON U.S.
 AH1606'HIGHWAY 59 FOR 0.05 MILE TO A TELEPHONE POLE WHICH HAS A METAL
 AH1606'BOX ATTACHED TO IT, AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AH1606'STRAIGHT AHEAD ON U.S. HIGHWAY 59 FOR 0.4 MILE TO A SIDE ROAD
 AH1606'LEFT, WHICH LEADS TO MR. FREILYS HOUSE AND A GAS BUBBLE PLANT.
 AH1606'TURN LEFT, EAST, AND GO 0.15 MILE TO A WIRE GATE AND CORRAL
 AH1606'ON THE LEFT.  PASS THROUGH THE GATE, TURN LEFT AND GO 0.05
 AH1606'MILE TO A FENCE CORNER.  TURN RIGHT, EAST, GO ABOUT 100
 AH1606'YARDS TO THE STATION SITE.
 AH1606'
 AH1606'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AH1606'
 AH1606'THE STATION MARK IS STAMPED REYNOLDS 2 1953, AND IT IS SET FLUSH
 AH1606'WITH THE GROUND SURFACE.  THE MARK IS LOCATED ABOUT 100 YARDS
 AH1606'EAST OF A FENCE CORNER.  23 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 AH1606'FENCE LINE OF A FARM LANE.  7 FEET SOUTH-SOUTHEAST OF A WHITE
 AH1606'WITNESS POST.  AND 5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 AH1606'FENCELINE OF A FARM LANE.
 AH1606'
 AH1606'REFERENCE MARK NO. 1 IS STAMPED REYNOLDS 2 NO 1 1953, AND IT
 AH1606'PROJECTS 1 INCH.  THE MARK IS LOCATED IN THE SOUTH RIGHT-OF-WAY
 AH1606'FENCE LINE OF A FARM LANE.
 AH1606'
 AH1606'REFERENCE MARK NO. 2 IS STAMPED REYNOLDS 2 NO 2 1953, AND IT
 AH1606'PROJECTS 4 INCHES.  THE MARK IS LOCATED 1 FOOT SOUTH OF THE
 AH1606'NORTH RIGHT-OF-WAY FENCE LINE OF A FARM LANE.
 AH1606'
 AH1606'THE AZIMUTH MARK IS STAMPED REYNOLDS 2 1953, AND IT PROJECTS
 AH1606'4 INCHES.  THE MARK IS LOCATED 0.5 MILE NORTHWEST OF THE STATION.
 AH1606'0.05 MILE SOUTH OF A CONCRETE CULVERT.  42 FEET WEST OF THE CENTER
 AH1606'LINE OF U.S. HIGHWAY 59.  6 FEET NORTHWEST OF A TELEPHONE POLE
 AH1606'NO. 604.  AND 1 FOOT WEST OF A WHITE WITNESS POST.
 AH1606'
 AH1606'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2063 ***********************************************************************
 FL2063  DESIGNATION -  REYNOLDS RESET
 FL2063  PID         -  FL2063
 FL2063  STATE/COUNTY-  TX/ROBERTS
 FL2063  USGS QUAD   -  DRY CREEK SOUTH (1971)
 FL2063
 FL2063                         *CURRENT SURVEY CONTROL
 FL2063  ___________________________________________________________________
 FL2063* NAD 83(1993)-  35 51 25.93994(N)    100 56 59.93656(W)     ADJUSTED  
 FL2063* NAVD 88     -       896.     (meters)    2940.     (feet)  SCALED    
 FL2063  ___________________________________________________________________
 FL2063  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FL2063  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FL2063
 FL2063  HORZ ORDER  -  FIRST
 FL2063
 FL2063.The horizontal coordinates were established by classical geodetic methods
 FL2063.and adjusted by the National Geodetic Survey in February 1996..
 FL2063
 FL2063.The orthometric height was scaled from a topographic map.
 FL2063
 FL2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2063
 FL2063.The geoid height was determined by GEOID03.
 FL2063
 FL2063;                    North         East     Units Scale Factor Converg.
 FL2063;SPC TX N     - 1,206,173.299   249,677.637   MT  0.99994019   +0 19 07.5
 FL2063;SPC TX N     - 3,957,253.57    819,150.71   sFT  0.99994019   +0 19 07.5
 FL2063;UTM  14      - 3,969,866.133   323,925.682   MT  0.99998203   -1 08 33.1
 FL2063
 FL2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2063!SPC TX N     -   0.99986361  x   0.99994019  =   0.99980381
 FL2063!UTM  14      -   0.99986361  x   0.99998203  =   0.99984564
 FL2063
 FL2063|---------------------------------------------------------------------|
 FL2063| PID    Reference Object                     Distance      Geod. Az  |
 FL2063|                                                           dddmmss.s |
 FL2063| CL3858 REYNOLDS RM 2                         8.563 METERS 13757     |
 FL2063| CL3857 REYNOLDS RM 1                         8.293 METERS 15419     |
 FL2063| CL3855 REYNOLDS AZ MK                                     1684556.1 |
 FL2063| CL3856 REYNOLDS AZ MK 2                                   1853224.6 |
 FL2063| CL3859 REYNOLDS RM 3                       321.970 METERS 23059     |
 FL2063| CL3860 REYNOLDS RM 4                       350.450 METERS 25701     |
 FL2063|---------------------------------------------------------------------|
 FL2063
 FL2063                          SUPERSEDED SURVEY CONTROL
 FL2063
 FL2063  NAD 83(1993)-  35 51 25.94066(N)    100 56 59.93595(W) AD(       ) 1
 FL2063  NAD 83(1986)-  35 51 25.94655(N)    100 56 59.92473(W) AD(       ) 1
 FL2063  NAD 27      -  35 51 25.80200(N)    100 56 58.38700(W) AD(       ) 1
 FL2063
 FL2063.Superseded values are not recommended for survey control.
 FL2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2063.See file dsdata.txt to determine how the superseded data were derived.
 FL2063
 FL2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2392669866(NAD 83)
 FL2063_MARKER: DS = TRIANGULATION STATION DISK
 FL2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2063
 FL2063  HISTORY     - Date     Condition        Report By
 FL2063  HISTORY     - 1951     MONUMENTED       CGS
 FL2063  HISTORY     - 1968     GOOD             CGS
 FL2063
 FL2063                          STATION DESCRIPTION
 FL2063
 FL2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2063'THE STATION IS 10.5 MILES EAST OF THE ROBERTS - HUTCHINSON COUNTY
 FL2063'LINE AND ABOUT 5.5 MILES SOUTH OF THE CANADIAN RIVER.  IT IS
 FL2063'ON THE WILEY REYNOLDS RANCH, ON THE FLATS BETWEEN CHICKEN CREEK
 FL2063'AND TALLAHONE CREEK.
 FL2063'
 FL2063'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 152 AND STATE
 FL2063'HIGHWAY 70 IN THE NORTH LIMITS OF PAMPA, GO NORTHEAST ON
 FL2063'STATE HIGHWAY 70 FOR 18.7 MILES TO A SIDE ROAD LEFT AND SIGN
 FL2063'WILEY REYNOLDS RANCH.  TURN LEFT, NORTH, AND GO 0.8 MILE TO
 FL2063'A CATTLE GUARD.  CONTINUE STRAIGHT AHEAD AND GO 2.85 MILES TO
 FL2063'A CATTLE GUARD.  CONTINUE STRAIGHT AHEAD AND GO 0.35 MILE TO
 FL2063'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND
 FL2063'GO 0.3 MILE TO A SMALL SINK HOLE ON THE LEFT.  TURN RIGHT,
 FL2063'EAST, AND GO 240 FEET TO THE TOP OF A GRASSY RISE AND STATION
 FL2063'SITE.
 FL2063'
 FL2063'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 FL2063'
 FL2063'THE STATION MARK IS STAMPED REYNOLDS 1951, AND PROJECTS 3
 FL2063'INCHES.  IT IS LOCATED 0.35 MILE SOUTHEAST OF THE RANCH HOUSE.
 FL2063'240 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD.  AND
 FL2063'4 FEET SOUTH OF A WHITE WITNESS POST.
 FL2063'
 FL2063'REFERENCE MARK NO. 1 IS STAMPED REYNOLDS NO 1 1951, AND
 FL2063'PROJECTS 6 INCHES.
 FL2063'
 FL2063'REFERENCE MARK NO. 2 IS STAMPED REYNOLDS NO 2 1951, AND
 FL2063'PROJECTS 3 INCHES.
 FL2063'
 FL2063'AZIMUTH MARK IS STAMPED REYNOLDS 1951, AND PROJECTS 6 INCHES.
 FL2063'IT IS LOCATED 4C FEET EAST OF THE CENTER LINE OF THE ROAD, AND 2
 FL2063'FEET NORTH OF A WHITE WITNESS POST.
 FL2063
 FL2063                          STATION RECOVERY (1968)
 FL2063
 FL2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FL2063'THE STATION MARK, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK
 FL2063'WERE RECOVERED IN GOOD CONDITION.  DUE TO LAND OWNER BREAKING
 FL2063'NEW GROUND AT STATION SITE TO IRRIGATE THE MARKS WERE IN DANGER
 FL2063'OF BEING DESTROYED.  AT REQUEST OF LAND OWNER STATION MARKS
 FL2063'WERE LOWERED IN THEIR ORIGINAL POSITION.  BOTH REFERENCE
 FL2063'MARKS WERE DESTROYED.  AZIMUTH MARK WAS LEFT INTACT BUT MAY
 FL2063'BE DISTRUBED BY FARM MACHINERY.  TWO NEW REFERENCE MARKS
 FL2063'WERE SET AND A NEW AZIMUTH MARK.  A COMPLETE DESCRIPTION
 FL2063'FOLLOWS--
 FL2063'
 FL2063'THE STATION IS ABOUT 18 MILES NORTH OF PAMPA, ABOUT 5-1/2 MILES
 FL2063'SOUTH OF THE CANADIAN RIVER, ABOUT 2-1/2 MILES WEST OF STATE
 FL2063'HIGHWAY 70 ON HIGHEST PART OF GROUND IN AREA AND ON LAND
 FL2063'OWNED BY MR. WILEY REYNOLDS, LIVES ABOUT 1 MILE NORTH OF PAMPA
 FL2063'ALONG STATE HIGHWAY 70.
 FL2063'
 FL2063'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND
 FL2063'152 IN THE NORTHERN LIMITS OF PAMPA, GO NORTHEAST ON STATE
 FL2063'HIGHWAY 70 FOR 18.85 MILES TO A CATTLE GUARD AT SIGNS TENNIE
 FL2063'REYNOLDS RANCH 7 AND WILEY REYNOLDS RANCH 4 ON THE LEFT.
 FL2063'TURN LEFT, FOLLOW A COUNTY ROAD NORTHERLY, FOR 3.6 MILES TO
 FL2063'SECOND CATTLE GUARD.  CONTINUE 0.4 MILE TO AZIMUTH MARK NO.
 FL2063'2 AND A GATE ON THE RIGHT.  PASS THROUGH GATE, GO NORTHERLY
 FL2063'0.3 MILE TO STATION.
 FL2063'
 FL2063'STATION MARKS ARE STANDARD DISKS STAMPED REYNOLDS 1951 1968.
 FL2063'THE SURFACE DISK IS SET IN A 16 IN X 18 IN CONCRETE POST 24
 FL2063'INCHES BELOW THE SURFACE OF GROUND.  IT IS 1,084 FEET
 FL2063'NORTH-NORTHWEST OF THE NORTH CORNER OF A PUMP HOUSE AND 1,055
 FL2063'FEET NORTHEAST OF A FENCE LINE.  THE UNDERGROUND DISK IS SET
 FL2063'IN AN IRREGULAR MASS OF CONCRETE 50 IN BELOW GROUND.
 FL2063'
 FL2063'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED REYNOLDS 1951
 FL2063'NO 3 1968, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 FL2063'PROJECTS 4 INCHES.  IT IS 77 FEET NORTHEAST OF COUNTY ROAD,
 FL2063'2 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF THE
 FL2063'FENCE LINE.
 FL2063'
 FL2063'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED REYNOLDS 1951
 FL2063'NO 4 1968, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 FL2063'PROJECTS 4 INCHES.  IT IS 154 FEET SOUTHEAST OF A BRACED
 FL2063'FENCE POST, 2 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 FL2063'SOUTHWEST OF THE FENCE LINE.
 FL2063'
 FL2063'AZIMUTH MARK 1951, A STANDARD DISK, STAMPED REYNOLDS 1951,
 FL2063'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2
 FL2063'INCHES.  IT IS 478.5 FEET SOUTH OF THE SOUTH CORNER OF PUMP
 FL2063'HOUSE AND 397 FEET EAST OF FENCE.
 FL2063'
 FL2063'AZIMUTH MARK NO. 2, A STANDARD DISK, STAMPED REYNOLDS 1951
 FL2063'NO 2 1968, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 FL2063'PROJECTS 6 INCHES.  IT IS 69 FEET NORTHEAST OF COUNTY ROAD,
 FL2063'80 FEET SOUTH OF GATE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 FL2063'
 FL2063'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 FL2063'
 FL2063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20
 FL2063'MILES NORTH OF PAMPA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1542 ***********************************************************************
 AE1542  DESIGNATION -  REYNOSA GUADALUPE CATH CH DOME
 AE1542  PID         -  AE1542
 AE1542  STATE/COUNTY-  TX/HIDALGO
 AE1542  USGS QUAD   -  HIDALGO (1983)
 AE1542
 AE1542                         *CURRENT SURVEY CONTROL
 AE1542  ___________________________________________________________________
 AE1542* NAD 83(1993)-  26 05 33.51015(N)    098 16 38.44794(W)     ADJUSTED  
 AE1542* NAVD 88     -                                                        
 AE1542  ___________________________________________________________________
 AE1542  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AE1542  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE1542
 AE1542  HORZ ORDER  -  THIRD
 AE1542
 AE1542.The horizontal coordinates were established by classical geodetic methods
 AE1542.and adjusted by the National Geodetic Survey in February 1996..
 AE1542
 AE1542
 AE1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1542
 AE1542.The geoid height was determined by GEOID03.
 AE1542
 AE1542;                    North         East     Units Scale Factor Converg.
 AE1542;SPC TX S     - 5,047,215.889   322,274.453   MT  1.00001947   +0 06 03.9
 AE1542;SPC TX S     -16,559,074.13  1,057,328.77   sFT  1.00001947   +0 06 03.9
 AE1542;UTM  14      - 2,886,143.837   572,265.825   MT  0.99966448   +0 19 04.3
 AE1542
 AE1542                          SUPERSEDED SURVEY CONTROL
 AE1542
 AE1542  NAD 83(1986)-  26 05 33.51596(N)    098 16 38.41230(W) AD(       ) 4
 AE1542  NAD 27      -  26 05 32.22607(N)    098 16 37.35825(W) AD(       ) 3
 AE1542
 AE1542.Superseded values are not recommended for survey control.
 AE1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1542.See file dsdata.txt to determine how the superseded data were derived.
 AE1542
 AE1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7226686144(NAD 83)
 AE1542_MARKER: 87 = DOME
 AE1542
 AE1542  HISTORY     - Date     Condition        Report By
 AE1542  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1542
 AE1542                          STATION DESCRIPTION
 AE1542
 AE1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1542'POINT OBSERVED UPON IS THE TIP OF DOME ON GUADALUPE CATHOLIC
 AE1542'CHURCH, LOCATED IN CENTER OF TOWN.  IT IS 70 FEET HIGH.
 AE1542'
 AE1542'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC ALLEN
 AE1542'ECC., ORANGE, SIGLER AND HICKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1544 ***********************************************************************
 AE1544  DESIGNATION -  REYNOSA RAD STA XER NW MAST
 AE1544  PID         -  AE1544
 AE1544  STATE/COUNTY-  TX/HIDALGO
 AE1544  USGS QUAD   -  HIDALGO (1983)
 AE1544
 AE1544                         *CURRENT SURVEY CONTROL
 AE1544  ___________________________________________________________________
 AE1544* NAD 83(1993)-  26 05 36.76909(N)    098 16 31.26519(W)     ADJUSTED  
 AE1544* NAVD 88     -                                                        
 AE1544  ___________________________________________________________________
 AE1544  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AE1544  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE1544
 AE1544  HORZ ORDER  -  THIRD
 AE1544
 AE1544.The horizontal coordinates were established by classical geodetic methods
 AE1544.and adjusted by the National Geodetic Survey in February 1996..
 AE1544
 AE1544
 AE1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1544
 AE1544.The geoid height was determined by GEOID03.
 AE1544
 AE1544;                    North         East     Units Scale Factor Converg.
 AE1544;SPC TX S     - 5,047,316.538   322,473.877   MT  1.00001922   +0 06 07.2
 AE1544;SPC TX S     -16,559,404.34  1,057,983.04   sFT  1.00001922   +0 06 07.2
 AE1544;UTM  14      - 2,886,245.204   572,464.796   MT  0.99966483   +0 19 07.5
 AE1544
 AE1544                          SUPERSEDED SURVEY CONTROL
 AE1544
 AE1544  NAD 83(1986)-  26 05 36.77504(N)    098 16 31.22958(W) AD(       ) 4
 AE1544  NAD 27      -  26 05 35.48570(N)    098 16 30.17765(W) AD(       ) 3
 AE1544
 AE1544.Superseded values are not recommended for survey control.
 AE1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1544.See file dsdata.txt to determine how the superseded data were derived.
 AE1544
 AE1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7246586245(NAD 83)
 AE1544_MARKER: 42 = RADIO/TV MAST
 AE1544
 AE1544  HISTORY     - Date     Condition        Report By
 AE1544  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1544
 AE1544                          STATION DESCRIPTION
 AE1544
 AE1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1544'POINT OBSERVED UPON IS THE TIP OF NW RADIO MAST AT RADIO
 AE1544'STATION XER IN REYNOSA.  HEIGHT 150 FEET.
 AE1544'
 AE1544'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC ALLEN
 AE1544'ECC., ORANGE, SIGLER AND HICKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1545 ***********************************************************************
 AE1545  DESIGNATION -  REYNOSA RAD STA XER SE MAST
 AE1545  PID         -  AE1545
 AE1545  STATE/COUNTY-  TX/HIDALGO
 AE1545  USGS QUAD   -  HIDALGO (1983)
 AE1545
 AE1545                         *CURRENT SURVEY CONTROL
 AE1545  ___________________________________________________________________
 AE1545* NAD 83(1993)-  26 05 31.37463(N)    098 16 30.32456(W)     ADJUSTED  
 AE1545* NAVD 88     -                                                        
 AE1545  ___________________________________________________________________
 AE1545  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AE1545  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE1545
 AE1545  HORZ ORDER  -  THIRD
 AE1545
 AE1545.The horizontal coordinates were established by classical geodetic methods
 AE1545.and adjusted by the National Geodetic Survey in February 1996..
 AE1545
 AE1545
 AE1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1545
 AE1545.The geoid height was determined by GEOID03.
 AE1545
 AE1545;                    North         East     Units Scale Factor Converg.
 AE1545;SPC TX S     - 5,047,150.568   322,500.312   MT  1.00001963   +0 06 07.6
 AE1545;SPC TX S     -16,558,859.82  1,058,069.77   sFT  1.00001963   +0 06 07.6
 AE1545;UTM  14      - 2,886,079.394   572,491.849   MT  0.99966488   +0 19 07.8
 AE1545
 AE1545                          SUPERSEDED SURVEY CONTROL
 AE1545
 AE1545  NAD 83(1986)-  26 05 31.38055(N)    098 16 30.28896(W) AD(       ) 4
 AE1545  NAD 27      -  26 05 30.09099(N)    098 16 29.23652(W) AD(       ) 3
 AE1545
 AE1545.Superseded values are not recommended for survey control.
 AE1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1545.See file dsdata.txt to determine how the superseded data were derived.
 AE1545
 AE1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7249286079(NAD 83)
 AE1545_MARKER: 42 = RADIO/TV MAST
 AE1545
 AE1545  HISTORY     - Date     Condition        Report By
 AE1545  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1545
 AE1545                          STATION DESCRIPTION
 AE1545
 AE1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1545'POINT OBSERVED UPON IS THE TIP OF THE SE RADIO MAST AT RADIO
 AE1545'STATION XER IN REYNOSA.  HEIGHT 150 FEET.
 AE1545'
 AE1545'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC ALLEN
 AE1545'ECC., ORANGE, SIGLER AND HICKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1859 ***********************************************************************
 FL1859  DESIGNATION -  REYS
 FL1859  PID         -  FL1859
 FL1859  STATE/COUNTY-  TX/POTTER
 FL1859  USGS QUAD   -  MARSH (1953)
 FL1859
 FL1859                         *CURRENT SURVEY CONTROL
 FL1859  ___________________________________________________________________
 FL1859* NAD 83(1993)-  35 31 09.62992(N)    101 55 06.84929(W)     ADJUSTED  
 FL1859* NAVD 88     -      1058.6    (meters)    3473.     (feet)  VERTCON   
 FL1859  ___________________________________________________________________
 FL1859  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FL1859  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL1859
 FL1859  HORZ ORDER  -  FIRST
 FL1859
 FL1859.The horizontal coordinates were established by classical geodetic methods
 FL1859.and adjusted by the National Geodetic Survey in February 1996..
 FL1859
 FL1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1859
 FL1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1859
 FL1859.The geoid height was determined by GEOID03.
 FL1859
 FL1859;                    North         East     Units Scale Factor Converg.
 FL1859;SPC TX N     - 1,168,631.257   162,036.011   MT  0.99991244   -0 14 33.3
 FL1859;SPC TX N     - 3,834,084.38    531,613.15   sFT  0.99991244   -0 14 33.3
 FL1859;UTM  14      - 3,934,556.863   235,331.878   MT  1.00046332   -1 41 47.8
 FL1859;UTM  13      - 3,935,006.687   779,441.626   MT  1.00056240   +1 47 29.0
 FL1859
 FL1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1859!SPC TX N     -   0.99983800  x   0.99991244  =   0.99975046
 FL1859!UTM  14      -   0.99983800  x   1.00046332  =   1.00030125
 FL1859!UTM  13      -   0.99983800  x   1.00056240  =   1.00040031
 FL1859
 FL1859:                Primary Azimuth Mark                     Grid Az
 FL1859:SPC TX N     -  AMARILLO GAS PUMP STA ELEV TK            046 29 38.5
 FL1859:UTM  14      -  AMARILLO GAS PUMP STA ELEV TK            047 56 53.0
 FL1859:UTM  13      -  AMARILLO GAS PUMP STA ELEV TK            044 27 36.2
 FL1859
 FL1859|---------------------------------------------------------------------|
 FL1859| PID    Reference Object                     Distance      Geod. Az  |
 FL1859|                                                           dddmmss.s |
 FL1859| FL1855 AMARILLO GAS PUMP STA ELEV TK       APPROX. 3.0 KM 0461505.2 |
 FL1859| CJ8274 REYS AZ MK                                         0720827.2 |
 FL1859| FL1861 TT 16 L USGS 1935                   321.597 METERS 09236     |
 FL1859| CJ8275 REYS RM 1                            29.675 METERS 16123     |
 FL1859| CJ8276 REYS RM 2                            48.899 METERS 26213     |
 FL1859| FL1863 EXCELL US BUR OF MINE WATER TK      APPROX.13.0 KM 3372005.3 |
 FL1859|---------------------------------------------------------------------|
 FL1859
 FL1859                          SUPERSEDED SURVEY CONTROL
 FL1859
 FL1859  NAD 83(1993)-  35 31 09.63227(N)    101 55 06.84269(W) AD(       ) 1
 FL1859  NAD 83(1986)-  35 31 09.63779(N)    101 55 06.83978(W) AD(       ) 1
 FL1859  NAD 27      -  35 31 09.46900(N)    101 55 05.17900(W) AD(       ) 1
 FL1859  NGVD 29 (07/19/86) 1058.1    (m)         3471.     (f) VERT ANG       
 FL1859
 FL1859.Superseded values are not recommended for survey control.
 FL1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1859.See file dsdata.txt to determine how the superseded data were derived.
 FL1859
 FL1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3533234557(NAD 83)
 FL1859_MARKER: DS = TRIANGULATION STATION DISK
 FL1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1859
 FL1859  HISTORY     - Date     Condition        Report By
 FL1859  HISTORY     - 1935     MONUMENTED       CGS
 FL1859  HISTORY     - 1951     GOOD             CGS
 FL1859
 FL1859                          STATION DESCRIPTION
 FL1859
 FL1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FL1859'THE STATION IS APPROXIMATELY 22 MILES AIRLINE NNW OF AMARILLO,
 FL1859'ON THE HIGHEST OF A GROUP OF LOCAL HILLS 4 MILES N OF THE CANADIAN
 FL1859'RIVER.  THE STATION MARK LIES 0.3 MILE W OF U.S. HIGHWAY 385.
 FL1859'IT PROJECTS 6 INCHES.
 FL1859'
 FL1859'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FL1859'BRONZE DISKS SET IN CONCRETE.
 FL1859'
 FL1859'REFERENCE MARK NO. 1 LIES SSE OF THE STATION AND PROJECTS 4
 FL1859'INCHES.
 FL1859'
 FL1859'REFERENCE MARK NO. 2 LIES W OF THE STATION AND PROJECTS 4 INCHES.
 FL1859'
 FL1859'THE AZIMUTH MARK IS E OF THE STATION.  IT LIES 75 FEET WSW OF
 FL1859'THE CENTER LINE OF U.S. HIGHWAY 385, AND 106 FEET NNW OF THE N
 FL1859'GATEPOST OF A WIRE GATE IN THE W RIGHT-OF-WAY FENCE OF THE
 FL1859'HIGHWAY.  (GAME PRESERVE SIGN IS ATTACHED TO THE GATE.)
 FL1859'
 FL1859'THE STATION MAY BE REACHED FROM THE POTTER COUNTY COURTHOUSE,
 FL1859'IN AMARILLO, BY DRIVING N ON U.S. HIGHWAY 385, 12.0 MILES TO A
 FL1859'RAILROAD UNDERPASS (U.S. HIGHWAY 385 PASSES UNDER PANHANDLE
 FL1859'AND SANTA FE RAILROAD).  CONTINUE N ON U.S. HIGHWAY 385 FOR 0.4
 FL1859'MILE TO A CONCRETE BRIDGE OVER AMARILLO CREEK.  FROM THE CONCRETE
 FL1859'BRIDGE KEEP THE HIGHWAY FOR 5.6 MILES, IN A N AND
 FL1859'NORTHWESTERLY HIGHWAY, TO A STEEL BRIDGE OVER THE CANADIAN
 FL1859'RIVER.  DRIVE ON NORTHWESTERLY FROM THE CANADIAN RIVER BRIDGE,
 FL1859'KEEPING U.S. HIGHWAY 385, 4.0 MILES TO A WIRE GATE ON THE W
 FL1859'SIDE OF THE HIGHWAY, TURN LEFT OR W OFF OF THE HIGHWAY
 FL1859'THROUGH THE WIRE GATE (THE AZIMUTH MARK IS NNW OF THIS GATE),
 FL1859'DRIVE 0.3 MILE UPHILL TO THE HIGHEST POINT AND THE
 FL1859'STATION.
 FL1859'
 FL1859'A 4-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 FL1859'
 FL1859'NOTE--A TIE WAS MADE TO U.S. B.M. TT 16 L.
 FL1859
 FL1859                          STATION RECOVERY (1951)
 FL1859
 FL1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1859'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 FL1859'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 FL1859'
 FL1859'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASS COVERED
 FL1859'HILL, ABOUT 22 MILES NORTH NORTHWEST OF AMARILLO, 4 MILES NORTH
 FL1859'OF THE CANADIAN RIVER AND 1/4 MILE EAST OF U.S. HIGHWAY 87
 FL1859'AND 287.
 FL1859'
 FL1859'TO REACH, FROM THE POTTER COUNTY COURTHOUSE IN AMARILLO, GO
 FL1859'NORTH, ON U.S. HIGHWAY 87 AND 287, FOR 18.2 MILES TO THE CANADIAN
 FL1859'RIVER BRIDGE.  CONTINUE NORTHERLY ACROSS BRIDGE, ON U.S. HIGHWAY
 FL1859'87 AND 287, FOR 4.0 MILES TO WIRE GATE ON LEFT SIDE OF HIGHWAY.
 FL1859'TURN LEFT AND PASS THROUGH WIRE GATE, AND GO WEST 0.2 MILE TO
 FL1859'HIGHEST POINT OF GRASS HILL AND THE STATION.
 FL1859'
 FL1859'THE STATION MARK IS A STANDARD DISK, STAMPED REYS 1935, SET
 FL1859'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1859'ABOUT 8 INCHES.
 FL1859'
 FL1859'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED REYS NO
 FL1859'1 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FL1859'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 2 FEET LOWER THAN
 FL1859'THE STATION.
 FL1859'
 FL1859'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED REYS NO 2
 FL1859'1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FL1859'WHICH PROJECTS ABOUT 5 INCHES AND IS ABOUT 2 FEET LOWER THAN
 FL1859'THE STATION.
 FL1859'
 FL1859'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED REYS 1935,
 FL1859'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FL1859'WHICH PROJECTS ABOUT 10 INCHES.  IT IS LOCATED ALONG THE WEST
 FL1859'SIDE OF U.S. HIGHWAY 87 AND 287, ABOUT 105 FEET NORTH OF A
 FL1859'WIRE GATE, 80 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 FL1859'14 INCHES WEST OF THE NORTH-SOUTH FENCELINE.  TO REACH, FROM
 FL1859'THE STATION, GO EAST TO WIRE GATE AND FENCELINE AND THE AZIMUTH
 FL1859'MARK.
 FL1859'
 FL1859'NOTE--THE DISCREPANCY OF DISTANCES WAS NOTED AND CHECKED
 FL1859'IN FIELD AND 1951 DISTANCES ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1207 ***********************************************************************
 BY1207  DESIGNATION -  RH 13
 BY1207  PID         -  BY1207
 BY1207  STATE/COUNTY-  TX/NACOGDOCHES
 BY1207  USGS QUAD   -  WODEN (1983)
 BY1207
 BY1207                         *CURRENT SURVEY CONTROL
 BY1207  ___________________________________________________________________
 BY1207* NAD 83(1986)-  31 30 28.     (N)    094 32 42.     (W)     SCALED    
 BY1207* NAVD 88     -        69.00   (+/-2cm)     226.4    (feet)  VERTCON   
 BY1207  ___________________________________________________________________
 BY1207  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY1207
 BY1207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1207
 BY1207.The horizontal coordinates were scaled from a topographic map and have
 BY1207.an estimated accuracy of +/- 6 seconds.
 BY1207
 BY1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1207.The vertical order pertains to the NGVD 29 superseded value.
 BY1207
 BY1207.The geoid height was determined by GEOID03.
 BY1207
 BY1207;                    North         East    Units  Estimated Accuracy
 BY1207;SPC TX C     - 3,218,400.    1,249,570.      MT  (+/- 180 meters Scaled)
 BY1207
 BY1207                          SUPERSEDED SURVEY CONTROL
 BY1207
 BY1207  NGVD 29 (??/??/92)   69.061  (m)          226.58   (f) ADJ UNCH    2 0
 BY1207
 BY1207.Superseded values are not recommended for survey control.
 BY1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1207.See file dsdata.txt to determine how the superseded data were derived.
 BY1207
 BY1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ532869(NAD 83)
 BY1207_MARKER: DD = SURVEY DISK
 BY1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1207_STAMPING: RH 13 1948
 BY1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1207+STABILITY: SURFACE MOTION
 BY1207
 BY1207  HISTORY     - Date     Condition        Report By
 BY1207  HISTORY     - 1948     MONUMENTED       USGS
 BY1207  HISTORY     - 1948     GOOD             NGS
 BY1207
 BY1207                          STATION DESCRIPTION
 BY1207
 BY1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1207'1.65 MI S FROM WODEN.
 BY1207'0.65 MILE NORTH ALONG FARM ROAD 226 FROM THE HIGH SCHOOL AT WODEN,
 BY1207'THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH
 BY1207'ALONG A GRADED DIRT ROAD, AT THE CROSSING OF THE FROST INDUSTRIES,
 BY1207'INC. RAILROAD, 54.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 39.9
 BY1207'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 0.7 FOOT SOUTHWEST
 BY1207'OF A FENCE, 1.7 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP
 BY1207'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1217 ***********************************************************************
 BY1217  DESIGNATION -  RH 16
 BY1217  PID         -  BY1217
 BY1217  STATE/COUNTY-  TX/NACOGDOCHES
 BY1217  USGS QUAD   -  WODEN (1983)
 BY1217
 BY1217                         *CURRENT SURVEY CONTROL
 BY1217  ___________________________________________________________________
 BY1217* NAD 83(1986)-  31 30 22.     (N)    094 36 16.     (W)     SCALED    
 BY1217* NAVD 88     -        75.14   (+/-2cm)     246.5    (feet)  VERTCON   
 BY1217  ___________________________________________________________________
 BY1217  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY1217
 BY1217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1217
 BY1217.The horizontal coordinates were scaled from a topographic map and have
 BY1217.an estimated accuracy of +/- 6 seconds.
 BY1217
 BY1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1217.The vertical order pertains to the NGVD 29 superseded value.
 BY1217
 BY1217.The geoid height was determined by GEOID03.
 BY1217
 BY1217;                    North         East    Units  Estimated Accuracy
 BY1217;SPC TX C     - 3,217,930.    1,243,940.      MT  (+/- 180 meters Scaled)
 BY1217
 BY1217                          SUPERSEDED SURVEY CONTROL
 BY1217
 BY1217  NGVD 29 (??/??/92)   75.216  (m)          246.77   (f) ADJ UNCH    2 0
 BY1217
 BY1217.Superseded values are not recommended for survey control.
 BY1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1217.See file dsdata.txt to determine how the superseded data were derived.
 BY1217
 BY1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ476868(NAD 83)
 BY1217_MARKER: DD = SURVEY DISK
 BY1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1217_STAMPING: RH 16 1948
 BY1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1217+STABILITY: SURFACE MOTION
 BY1217
 BY1217  HISTORY     - Date     Condition        Report By
 BY1217  HISTORY     - 1948     MONUMENTED       USGS
 BY1217  HISTORY     - 1948     GOOD             NGS
 BY1217  HISTORY     - 19980919 GOOD             USPSQD
 BY1217
 BY1217                          STATION DESCRIPTION
 BY1217
 BY1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1217'IN LACYVILLE.
 BY1217'AT LACYVILLE, AT THE CROSSING OF THE TEXAS AND NEW ORLEANS RAILWAY AND
 BY1217'A DIRT ROAD, 8 POLES NORTH OF RAILWAY BRIDGE 143.24, 118 YARDS (PACED)
 BY1217'SOUTH OF A RAILWAY SWITCH, 89.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BY1217'OF A FARMHOUSE, 49.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 47.0
 BY1217'FEET EAST OF THE EAST RAIL OF THE TRACK, 0.8 FOOT WEST OF A FENCE, 1.6
 BY1217'FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY1217'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY1217
 BY1217                          STATION RECOVERY (1998)
 BY1217
 BY1217'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1208 ***********************************************************************
 BY1208  DESIGNATION -  RH 18
 BY1208  PID         -  BY1208
 BY1208  STATE/COUNTY-  TX/NACOGDOCHES
 BY1208  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1208
 BY1208                         *CURRENT SURVEY CONTROL
 BY1208  ___________________________________________________________________
 BY1208* NAD 83(1986)-  31 31 08.     (N)    094 39 20.     (W)     SCALED    
 BY1208* NAVD 88     -        64.74   (+/-2cm)     212.4    (feet)  VERTCON   
 BY1208  ___________________________________________________________________
 BY1208  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1208
 BY1208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1208
 BY1208.The horizontal coordinates were scaled from a topographic map and have
 BY1208.an estimated accuracy of +/- 6 seconds.
 BY1208
 BY1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1208.The vertical order pertains to the NGVD 29 superseded value.
 BY1208
 BY1208.The geoid height was determined by GEOID03.
 BY1208
 BY1208;                    North         East    Units  Estimated Accuracy
 BY1208;SPC TX C     - 3,219,090.    1,239,020.      MT  (+/- 180 meters Scaled)
 BY1208
 BY1208                          SUPERSEDED SURVEY CONTROL
 BY1208
 BY1208  NGVD 29 (??/??/92)   64.825  (m)          212.68   (f) ADJ UNCH    2 0
 BY1208
 BY1208.Superseded values are not recommended for survey control.
 BY1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1208.See file dsdata.txt to determine how the superseded data were derived.
 BY1208
 BY1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ428882(NAD 83)
 BY1208_MARKER: DD = SURVEY DISK
 BY1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1208_STAMPING: RH 18 1948
 BY1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1208+STABILITY: SURFACE MOTION
 BY1208
 BY1208  HISTORY     - Date     Condition        Report By
 BY1208  HISTORY     - 1948     MONUMENTED       USGS
 BY1208  HISTORY     - 1948     GOOD             NGS
 BY1208  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1208
 BY1208                          STATION DESCRIPTION
 BY1208
 BY1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1208'6.45 MI SE FROM NACOGDOCHES.
 BY1208'5.65 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1208'STATION AT NACOGDOCHES, THENCE 0.8 MILE SOUTHEAST ALONG A GRADED DIRT
 BY1208'ROAD, 61.0 FEET WEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE OVER
 BY1208'LA NANA BAYOU, 28.0 FEET WEST OF A 12-INCH SWEETGUM TREE, 23.0 FEET
 BY1208'SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF A REFERENCE
 BY1208'POST, 0.6 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY1208'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 BY1208
 BY1208                          STATION RECOVERY (1998)
 BY1208
 BY1208'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1112 ***********************************************************************
 BY1112  DESIGNATION -  RH 23 USGS
 BY1112  PID         -  BY1112
 BY1112  STATE/COUNTY-  TX/NACOGDOCHES
 BY1112  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1112
 BY1112                         *CURRENT SURVEY CONTROL
 BY1112  ___________________________________________________________________
 BY1112* NAD 83(1986)-  31 42 27.     (N)    094 37 47.     (W)     SCALED    
 BY1112* NAVD 88     -       111.573  (meters)     366.05   (feet)  ADJUSTED  
 BY1112  ___________________________________________________________________
 BY1112  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY1112  DYNAMIC HT  -         111.435 (meters)     365.60  (feet)  COMP
 BY1112  MODELED GRAV-     979,407.3   (mgal)                       NAVD 88
 BY1112
 BY1112  VERT ORDER  -  FIRST     CLASS II
 BY1112
 BY1112.The horizontal coordinates were scaled from a topographic map and have
 BY1112.an estimated accuracy of +/- 6 seconds.
 BY1112
 BY1112.The orthometric height was determined by differential leveling
 BY1112.and adjusted by the National Geodetic Survey in June 1991..
 BY1112
 BY1112.The geoid height was determined by GEOID03.
 BY1112
 BY1112.The dynamic height is computed by dividing the NAVD 88
 BY1112.geopotential number by the normal gravity value computed on the
 BY1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1112.degrees latitude (g = 980.6199 gals.).
 BY1112
 BY1112.The modeled gravity was interpolated from observed gravity values.
 BY1112
 BY1112;                    North         East    Units  Estimated Accuracy
 BY1112;SPC TX C     - 3,240,100.    1,240,400.      MT  (+/- 180 meters Scaled)
 BY1112
 BY1112                          SUPERSEDED SURVEY CONTROL
 BY1112
 BY1112  NGVD 29 (??/??/92)  111.598  (m)          366.13   (f) ADJ UNCH    1 2
 BY1112
 BY1112.Superseded values are not recommended for survey control.
 BY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1112.See file dsdata.txt to determine how the superseded data were derived.
 BY1112
 BY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR455091(NAD 83)
 BY1112_MARKER: DD = SURVEY DISK
 BY1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1112_SP_SET: BRIDGE ABUTMENT
 BY1112_STAMPING: RH 23 1948
 BY1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1112
 BY1112  HISTORY     - Date     Condition        Report By
 BY1112  HISTORY     - 1948     MONUMENTED       USGS
 BY1112  HISTORY     - 1949     GOOD             NGS
 BY1112  HISTORY     - 1979     GOOD             NGS
 BY1112
 BY1112                          STATION DESCRIPTION
 BY1112
 BY1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1112'2.0 MI SW FROM APPLEBY.
 BY1112'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CROSSING OF THE RAILROAD AND
 BY1112'THE MAIN ROAD AT APPLEBY, THENCE 1.7 MILES SOTHWEST ALONG THE OLD
 BY1112'HIGHWAY (FORMER ROUTE OF U.S. HIGHWAY 59), 0.45 MILE NORTHEAST OF THE
 BY1112'JUNCTION OF THE OLD HIGHWAY AND U.S. HIGHWAY 59 AND BENCH MARK F 995,
 BY1112'SET IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT OF OLD HIGHWAY
 BY1112'BRIDGE OVER A BRANCH OF LA NANA BAYOU, 0.6 FOOT SOUTHEAST OF THE
 BY1112'CONCRETE CORNER POST FOR IRON PIPE BRIDGE RAILING AND 1.0 FOOT ABOVE
 BY1112'THE LEVEL OF THE ROAD.
 BY1112
 BY1112                          STATION RECOVERY (1979)
 BY1112
 BY1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1112'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY1112'ROAD 941 IN APPLEBY, THENCE 0.3 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 BY1112'0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE 0.35 MILE WEST ALONG A
 BY1112'PAVED ROAD, THENCE 0.7 MILE WEST AND SOUTHWEST ALONG A GRAVEL ROAD, IN
 BY1112'TOP OF THE SOUTHWEST CONCRETE ABUTMENT OF A BRIDGE, 8.0 FT. SOUTH OF A
 BY1112'2 WIRE POWERLINE CROSSING, 9.5 FT. EAST-SOUTHEAST OF THE CENTERLINE OF
 BY1112'THE ROAD, 0.7 MILE NORTHEAST ALONG A GRAVEL ROAD FROM BENCH MARK F 995
 BY1112'AND U.S. HIGHWAY 59.
 BY1112'THE MARK IS 8 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1100 ***********************************************************************
 BY1100  DESIGNATION -  RH 25 USGS
 BY1100  PID         -  BY1100
 BY1100  STATE/COUNTY-  TX/NACOGDOCHES
 BY1100  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1100
 BY1100                         *CURRENT SURVEY CONTROL
 BY1100  ___________________________________________________________________
 BY1100* NAD 83(1986)-  31 39 34.     (N)    094 39 43.     (W)     SCALED    
 BY1100* NAVD 88     -       121.189  (meters)     397.60   (feet)  ADJUSTED  
 BY1100  ___________________________________________________________________
 BY1100  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BY1100  DYNAMIC HT  -         121.040 (meters)     397.11  (feet)  COMP
 BY1100  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 BY1100
 BY1100  VERT ORDER  -  FIRST     CLASS II
 BY1100
 BY1100.The horizontal coordinates were scaled from a topographic map and have
 BY1100.an estimated accuracy of +/- 6 seconds.
 BY1100
 BY1100.The orthometric height was determined by differential leveling
 BY1100.and adjusted by the National Geodetic Survey in June 1991..
 BY1100
 BY1100.The geoid height was determined by GEOID03.
 BY1100
 BY1100.The dynamic height is computed by dividing the NAVD 88
 BY1100.geopotential number by the normal gravity value computed on the
 BY1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1100.degrees latitude (g = 980.6199 gals.).
 BY1100
 BY1100.The modeled gravity was interpolated from observed gravity values.
 BY1100
 BY1100;                    North         East    Units  Estimated Accuracy
 BY1100;SPC TX C     - 3,234,620.    1,237,620.      MT  (+/- 180 meters Scaled)
 BY1100
 BY1100                          SUPERSEDED SURVEY CONTROL
 BY1100
 BY1100  NGVD 29 (??/??/92)  121.240  (m)          397.77   (f) ADJ UNCH    1 2
 BY1100
 BY1100.Superseded values are not recommended for survey control.
 BY1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1100.See file dsdata.txt to determine how the superseded data were derived.
 BY1100
 BY1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR424038(NAD 83)
 BY1100_MARKER: DD = SURVEY DISK
 BY1100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1100_SP_SET: SIGNAL BASE
 BY1100_STAMPING: RH 25 1948
 BY1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1100
 BY1100  HISTORY     - Date     Condition        Report By
 BY1100  HISTORY     - 1948     MONUMENTED       USGS
 BY1100  HISTORY     - 1949     GOOD             NGS
 BY1100  HISTORY     - 1952     GOOD             NGS
 BY1100  HISTORY     - 1979     GOOD             NGS
 BY1100  HISTORY     - 1990     GOOD             USPSQD
 BY1100  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1100
 BY1100                          STATION DESCRIPTION
 BY1100
 BY1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1100'3.9 MI N FROM NACOGDOCHES.
 BY1100'3.9 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1100'STATION AT NACOGDOCHES, APPROXIMATELY 400.0 FEET SOUTH OF A ROAD
 BY1100'CROSSING, APPROXIMATELY 1000.0 FEET SOUTHWEST OF THE OVERPASS OF U.S.
 BY1100'HIGHWAY 59, 3 POLES NORTH OF MILEPOST 142, 21.6 FEET WEST OF A RAILWAY
 BY1100'BATTERY BOX, 8.3 FEET WEST OF THE WEST RAIL OF THE TRACK, AND SET IN
 BY1100'THE TOP OF THE SOUTHWEST CORNER OF AN ABANDONED RAILWAY SIGNAL BASE
 BY1100'PROJECTING 2.0 FEET ABOVE THE GROUND.
 BY1100
 BY1100                          STATION RECOVERY (1952)
 BY1100
 BY1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BY1100'RECOVERED IN GOOD CONDITION.
 BY1100
 BY1100                          STATION RECOVERY (1979)
 BY1100
 BY1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1100'3.9 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 BY1100'IN NACOGDOCHES, ALSO 4.0 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE
 BY1100'COURTHOUSE IN NACOGDOCHES, THENCE 0.15 MILE WEST ALONG AN ENTRANCE
 BY1100'ROAD TO THE COORS COMPANY BOTTLING PLANT, THENCE 400 FT. SOUTH ALONG
 BY1100'THE TRACKS, 3 POLES NORTH OF MILEPOST 142, 21.6 FT. WEST OF A RAILROAD
 BY1100'BATTERY BOX, 8.3 FT. WEST OF THE WEST RAIL, IN TOP OF THE SOUTHWEST
 BY1100'CORNER OF AN ABANDONED SEMAPHORE BASE.
 BY1100'THE MARK IS 2 FT ABOVE THE GROUND.
 BY1100
 BY1100                          STATION RECOVERY (1990)
 BY1100
 BY1100'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 BY1100'RECOVERED IN GOOD CONDITION.
 BY1100
 BY1100                          STATION RECOVERY (1998)
 BY1100
 BY1100'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1152 ***********************************************************************
 BY1152  DESIGNATION -  RH 4
 BY1152  PID         -  BY1152
 BY1152  STATE/COUNTY-  TX/NACOGDOCHES
 BY1152  USGS QUAD   -  APPLEBY (1983)
 BY1152
 BY1152                         *CURRENT SURVEY CONTROL
 BY1152  ___________________________________________________________________
 BY1152* NAD 83(1986)-  31 42 19.     (N)    094 31 24.     (W)     SCALED    
 BY1152* NAVD 88     -       116.27   (+/-2cm)     381.5    (feet)  VERTCON   
 BY1152  ___________________________________________________________________
 BY1152  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY1152
 BY1152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1152
 BY1152.The horizontal coordinates were scaled from a topographic map and have
 BY1152.an estimated accuracy of +/- 6 seconds.
 BY1152
 BY1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1152.The vertical order pertains to the NGVD 29 superseded value.
 BY1152
 BY1152.The geoid height was determined by GEOID03.
 BY1152
 BY1152;                    North         East    Units  Estimated Accuracy
 BY1152;SPC TX C     - 3,240,380.    1,250,480.      MT  (+/- 180 meters Scaled)
 BY1152
 BY1152                          SUPERSEDED SURVEY CONTROL
 BY1152
 BY1152  NGVD 29 (??/??/92)  116.280  (m)          381.50   (f) ADJ UNCH    2 0
 BY1152
 BY1152.Superseded values are not recommended for survey control.
 BY1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1152.See file dsdata.txt to determine how the superseded data were derived.
 BY1152
 BY1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR556087(NAD 83)
 BY1152_MARKER: DD = SURVEY DISK
 BY1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1152_STAMPING: RH 4 1948
 BY1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1152+STABILITY: SURFACE MOTION
 BY1152
 BY1152  HISTORY     - Date     Condition        Report By
 BY1152  HISTORY     - 1948     MONUMENTED       USGS
 BY1152  HISTORY     - 1948     GOOD             NGS
 BY1152  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1152
 BY1152                          STATION DESCRIPTION
 BY1152
 BY1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1152'5.75 MI E FROM APPLEBY.
 BY1152'5.75 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY1152'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, AT THE
 BY1152'CROSSING OF AN EAST-WEST AND A NORTH-SOUTH ROAD AT PISGAH CHURCH,
 BY1152'200.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF PISGAH CHURCH, 192.7
 BY1152'FEET SOUTH OF THE CENTER LINE OF THE EASTWEST ROAD, 25.0 FEET WEST OF
 BY1152'THE CENTER LINE OF NORTH-SOUTH ROAD, 2.0 FEET NORTH OF A T-FENCE
 BY1152'CORNER, 0.8 FOOT SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY1152'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY1152
 BY1152                          STATION RECOVERY (1998)
 BY1152
 BY1152'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1156 ***********************************************************************
 BY1156  DESIGNATION -  RH 5
 BY1156  PID         -  BY1156
 BY1156  STATE/COUNTY-  TX/NACOGDOCHES
 BY1156  USGS QUAD   -  APPLEBY (1983)
 BY1156
 BY1156                         *CURRENT SURVEY CONTROL
 BY1156  ___________________________________________________________________
 BY1156* NAD 83(1986)-  31 40 50.     (N)    094 31 08.     (W)     SCALED    
 BY1156* NAVD 88     -       126.34   (+/-2cm)     414.5    (feet)  VERTCON   
 BY1156  ___________________________________________________________________
 BY1156  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1156
 BY1156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1156
 BY1156.The horizontal coordinates were scaled from a topographic map and have
 BY1156.an estimated accuracy of +/- 6 seconds.
 BY1156
 BY1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1156.The vertical order pertains to the NGVD 29 superseded value.
 BY1156
 BY1156.The geoid height was determined by GEOID03.
 BY1156
 BY1156;                    North         East    Units  Estimated Accuracy
 BY1156;SPC TX C     - 3,237,660.    1,251,040.      MT  (+/- 180 meters Scaled)
 BY1156
 BY1156                          SUPERSEDED SURVEY CONTROL
 BY1156
 BY1156  NGVD 29 (??/??/92)  126.355  (m)          414.55   (f) ADJ UNCH    2 0
 BY1156
 BY1156.Superseded values are not recommended for survey control.
 BY1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1156.See file dsdata.txt to determine how the superseded data were derived.
 BY1156
 BY1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR560060(NAD 83)
 BY1156_MARKER: DD = SURVEY DISK
 BY1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1156_STAMPING: RH 5 1948
 BY1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1156+STABILITY: SURFACE MOTION
 BY1156
 BY1156  HISTORY     - Date     Condition        Report By
 BY1156  HISTORY     - 1948     MONUMENTED       USGS
 BY1156  HISTORY     - 1948     GOOD             NGS
 BY1156  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1156
 BY1156                          STATION DESCRIPTION
 BY1156
 BY1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1156'7.80 MI S FROM APPLEBY.
 BY1156'5.75 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY1156'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, THENCE
 BY1156'0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE EAST AND 1.5
 BY1156'MILE SOUTH ALONG A DIRT ROAD, 1.05 MILES NORTH OF BENCH MARK T 891 AND
 BY1156'A T-JUNCTION OF DIRT ROADS, ABOUT 150.0 FEET SOUTHEAST OF A TURN IN
 BY1156'THE ROAD, 0.15 MILE DOWNGRADE AND NORTH OF TOP OF A RIDGE, ABOUT 75.0
 BY1156'FEET NORTH OF THE CENTER OF A SLIGHT TURN IN THE ROAD, 53.0 FEET
 BY1156'NORTHWEST OF THE CENTER OF A GATE AND CENTER LINE OF A ROAD LEADING
 BY1156'NORTHEAST, 44.0 FEET NORTHWEST OF THE NORTHWEST GATE POST, 36.0 FEET
 BY1156'NORTHEAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET WEST OF EXTENSION
 BY1156'TO NORTH OF THE CENTER LINE OF THE ROAD FROM THE SOUTH, 1.5 FEET
 BY1156'SOUTHEAST OF A REFERENCE POST, 1.5 FEET SOUTHWEST OF A FENCE LINE, AND
 BY1156'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY1156'GROUND.
 BY1156
 BY1156                          STATION RECOVERY (1998)
 BY1156
 BY1156'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0187 ***********************************************************************
 BY0187  DESIGNATION -  RH 8
 BY0187  PID         -  BY0187
 BY0187  STATE/COUNTY-  TX/NACOGDOCHES
 BY0187  USGS QUAD   -  MELROSE (1984)
 BY0187
 BY0187                         *CURRENT SURVEY CONTROL
 BY0187  ___________________________________________________________________
 BY0187* NAD 83(1986)-  31 37 08.     (N)    094 28 58.     (W)     SCALED    
 BY0187* NAVD 88     -       157.29   (+/-2cm)     516.0    (feet)  VERTCON   
 BY0187  ___________________________________________________________________
 BY0187  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BY0187
 BY0187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0187
 BY0187.The horizontal coordinates were scaled from a topographic map and have
 BY0187.an estimated accuracy of +/- 6 seconds.
 BY0187
 BY0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0187.The vertical order pertains to the NGVD 29 superseded value.
 BY0187
 BY0187.The geoid height was determined by GEOID03.
 BY0187
 BY0187;                    North         East    Units  Estimated Accuracy
 BY0187;SPC TX C     - 3,231,010.    1,254,820.      MT  (+/- 180 meters Scaled)
 BY0187
 BY0187                          SUPERSEDED SURVEY CONTROL
 BY0187
 BY0187  NGVD 29 (??/??/92)  157.325  (m)          516.16   (f) ADJ UNCH    2 0
 BY0187
 BY0187.Superseded values are not recommended for survey control.
 BY0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0187.See file dsdata.txt to determine how the superseded data were derived.
 BY0187
 BY0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ593991(NAD 83)
 BY0187_MARKER: DD = SURVEY DISK
 BY0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0187_STAMPING: RH 8 1948
 BY0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0187+STABILITY: SURFACE MOTION
 BY0187
 BY0187  HISTORY     - Date     Condition        Report By
 BY0187  HISTORY     - 1948     MONUMENTED       USGS
 BY0187  HISTORY     - 1949     GOOD             NGS
 BY0187
 BY0187                          STATION DESCRIPTION
 BY0187
 BY0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0187'IN SWIFT.
 BY0187'AT SWIFT, NEAR THE MAIN CROSSING OF THE ROADS AT THE VILLAGE, 366.0
 BY0187'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 7 (MEASURED FROM THE
 BY0187'CROSSING OF HIGHWAY AND DIRT ROAD), 120.0 FEET SOUTH OF THE SOUTHWEST
 BY0187'CORNER OF A CEMETERY, 47.0 FEET SOUTH OF THE SOUTHWEST CORNER OF
 BY0187'MASONIC LODGE BUILDING, 39.0 FEET EAST OF THE CENTER LINE OF DIRT ROAD
 BY0187'LEADING SOUTH, 10.0 FEET EAST OF A FENCE CORNER, 1.3 FEET SOUTH OF A
 BY0187'REFERENCE POST, 0.7 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A
 BY0187'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6976 ***********************************************************************
 AW6976  DESIGNATION -  RHEMANN
 AW6976  PID         -  AW6976
 AW6976  STATE/COUNTY-  TX/FORT BEND
 AW6976  USGS QUAD   -  FULSHEAR (1980)
 AW6976
 AW6976                         *CURRENT SURVEY CONTROL
 AW6976  ___________________________________________________________________
 AW6976* NAD 83(1993)-  29 41 18.62769(N)    095 56 43.12051(W)     ADJUSTED  
 AW6976* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 AW6976  ___________________________________________________________________
 AW6976  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AW6976  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6976
 AW6976  HORZ ORDER  -  FIRST
 AW6976
 AW6976.The horizontal coordinates were established by classical geodetic methods
 AW6976.and adjusted by the National Geodetic Survey in February 1996..
 AW6976
 AW6976.The orthometric height was scaled from a topographic map.
 AW6976
 AW6976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6976
 AW6976.The geoid height was determined by GEOID03.
 AW6976
 AW6976;                    North         East     Units Scale Factor Converg.
 AW6976;SPC TXSC     - 4,209,463.922   895,583.225   MT  0.99988222   +1 29 47.5
 AW6976;SPC TXSC     -13,810,549.55  2,938,259.30   sFT  0.99988222   +1 29 47.5
 AW6976;UTM  15      - 3,287,900.616   214,984.196   MT  1.00060243   -1 27 35.1
 AW6976;UTM  14      - 3,288,175.487   795,605.244   MT  1.00067832   +1 30 50.5
 AW6976
 AW6976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6976!SPC TXSC     -   0.99999786  x   0.99988222  =   0.99988008
 AW6976!UTM  15      -   0.99999786  x   1.00060243  =   1.00060028
 AW6976!UTM  14      -   0.99999786  x   1.00067832  =   1.00067617
 AW6976
 AW6976:                Primary Azimuth Mark                     Grid Az
 AW6976:SPC TXSC     -  RHEMANN AZ MK 2                          010 35 47.1
 AW6976:UTM  15      -  RHEMANN AZ MK 2                          013 33 09.7
 AW6976:UTM  14      -  RHEMANN AZ MK 2                          010 34 44.1
 AW6976
 AW6976|---------------------------------------------------------------------|
 AW6976| PID    Reference Object                     Distance      Geod. Az  |
 AW6976|                                                           dddmmss.s |
 AW6976| CV6713 RHEMANN AZ MK 2                                    0120534.6 |
 AW6976| CV6712 RHEMANN AZ MK                                      0150341.6 |
 AW6976| AW6983 BROOKSHIRE SHELL PIPELINE TANK      APPROX.12.0 KM 0175743.4 |
 AW6976| AW6986 HUMBLE KATY GAS PLANT RAD MAST      APPROX.15.5 KM 0244112.1 |
 AW6976| AW6982 HUMBLE KATY GAS PLANT CEN STK       APPROX.15.1 KM 0251045.1 |
 AW6976| AW6979 KATY MUNICIPAL TANK                 APPROX.16.2 KM 0471049.1 |
 AW6976| AW6974 RICHMOND MUNICIPAL STANDPIPE        APPROX.21.7 KM 1225712.9 |
 AW6976| AW6971 RICHMOND COTTON OIL CO TANK         APPROX.20.8 KM 1262000.2 |
 AW6976| AW6970 ROSENBERG NEW MUNICIPAL TANK        APPROX.19.8 KM 1362947.9 |
 AW6976| AW6975 ROSENBERG OLD MUN WATER TK          APPROX.19.4 KM 1365252.6 |
 AW6976| CV6714 RHEMANN RM 1                         35.707 METERS 19719     |
 AW6976| AX2653 WALLIS GUARDIAN ANGEL CATH CH       APPROX.12.8 KM 2361657.7 |
 AW6976| AX2651 WALLIS SANTA FE RR STANDPIPE        APPROX.12.6 KM 2365927.5 |
 AW6976| CV6715 RHEMANN RM 2                         38.941 METERS 26835     |
 AW6976| AW6984 BROOKSHIRE MUNICIPAL TANK           APPROX.10.7 KM 3562525.9 |
 AW6976|---------------------------------------------------------------------|
 AW6976
 AW6976                          SUPERSEDED SURVEY CONTROL
 AW6976
 AW6976  NAD 83(1986)-  29 41 18.64228(N)    095 56 43.10374(W) AD(       ) 1
 AW6976  NAD 27      -  29 41 17.79431(N)    095 56 42.26669(W) AD(       ) 1
 AW6976
 AW6976.Superseded values are not recommended for survey control.
 AW6976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6976.See file dsdata.txt to determine how the superseded data were derived.
 AW6976
 AW6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1498487901(NAD 83)
 AW6976_MARKER: DS = TRIANGULATION STATION DISK
 AW6976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6976
 AW6976  HISTORY     - Date     Condition        Report By
 AW6976  HISTORY     - 1935     MONUMENTED       CGS
 AW6976  HISTORY     - 1937     GOOD             TXHD
 AW6976  HISTORY     - 1952     GOOD             CGS
 AW6976  HISTORY     - 19980208 GOOD             USPSQD
 AW6976  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW6976  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW6976
 AW6976                          STATION DESCRIPTION
 AW6976
 AW6976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW6976'STATION IS ABOUT 13 MILES NW OF ROSENBURG, ABOUT 2 MILES E OF SIMONTON
 AW6976'ABOUT 0.3 MILE N OF THE SOUTHERN PACIFIC RAILROAD TRACKS, ON LAND
 AW6976'OWNED AND OCCUPIED BY G.R. RHEMANN.  THE MARK IS SET IN MR. RHEMANNS
 AW6976'YARD, 126 FEET WSW OF HIS HOUSE (SW CORNER), 12 FEET N OF FENCE LINE
 AW6976'ON THE S SIDE OF THE YARD.  THIS IS ALSO THE N GARDEN FENCE, 34 FEET
 AW6976'E OF FENCE LINE ON THE W EDGE OF THE YARD.  MARK IS SET 2 INCHES
 AW6976'BELOW THE GROUND.
 AW6976'
 AW6976'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW6976'BRONZE DISKS SET IN CONCRETE.
 AW6976'
 AW6976'REFERENCE MARK NO. 1 IS SSW OF THE STATION ON THE W EDGE OF THE
 AW6976'GARDEN, 1 FOOT E OF FENCE LINE AND PROJECTS 5 INCHES.  REFERENCE
 AW6976'MARK NO. 2 IS W OF THE STATION ON THE N EDGE OF THE PASTURE, 1 FOOT
 AW6976'S OF FENDE LINE, 23 FEET SSW OF THE CENTER OF A DOUBLE OAK TREE,
 AW6976'AND PROJECTS 5 INCHES.
 AW6976'
 AW6976'AZIMUTH MARK IS NNE OF THE STATION ON THE E EDGE OF THE RIGHT-OF-
 AW6976'WAY OF N-S ROAD.  IT IS 21 FEET E OF THE CENTER LINE OF THE ROAD,
 AW6976'12 FEET N OF THE CENTER LINE OF A DRIVEWAY AND PROJECTS 8 INCHES.
 AW6976'
 AW6976'TO REACH THE STATION FROM FULSHEAR, GO W ON THE SIMONTON-FULSHEAR
 AW6976'ROAD FOR 3.0 MILES TO CROSSROADS.  HERE TURN N, CROSS RAILROAD
 AW6976'TRACKS, AND GO 0.4 MILE TO MR.RHEMANNS HOUSE AND STATION.
 AW6976
 AW6976                          STATION RECOVERY (1937)
 AW6976
 AW6976'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW6976'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 AW6976
 AW6976                          STATION RECOVERY (1952)
 AW6976
 AW6976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6976'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 AW6976'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAD
 AW6976'BEEN DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED.  A
 AW6976'DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE MARK NO. 1.
 AW6976'FOLLOWING IS A NEW AND COMPLETE DESCRIPTON.
 AW6976'THE STATION IS LOCATED ABOUT 2.5 MILES WEST-NORTHWEST OF
 AW6976'FULSHEAR NEAR THE SOUTHWEST CORNER OF A FARM YARD, 168 FEET
 AW6976'WEST OF THE SOUTHWEST CORNER OF FARMHOUSE, 37 FEET NORTH
 AW6976'OF AN EAST-WEST FENCE LINE AND 34 FEET EAST OF A NORTH-SOUTH
 AW6976'FENCE LINE.  IT IS STAMPED RHEMANN 1935 AND PROJECTS 4
 AW6976'INCHES.
 AW6976'
 AW6976'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF A GARDEN, 70
 AW6976'FEET SOUTH OF A T FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH
 AW6976'FENCE LINE.  IT IS STAMPED RHEMANN NO 1 1935 AND PROJECTS
 AW6976'2 INCHES.
 AW6976'
 AW6976'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A PASTURE, 94
 AW6976'FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF AN EAST-WEST
 AW6976'FENCE LINE.  IT IS STAMPED RHEMANN NO 2 1935 AND PROJECTS
 AW6976'6 INCHES.
 AW6976'
 AW6976'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 142.97 FEET.
 AW6976'
 AW6976'THE AZIMUTH MARK IS IN THE NORTHEAST CORNER OF A CULTIVATED
 AW6976'FIELD, 25 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD,
 AW6976'3 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTHWEST OF A
 AW6976'T FENCE CORNER.  IT IS STAMPED RHEMANN 1935 RESET 1952 AND
 AW6976'PROJECTS 3 INCHES.
 AW6976'
 AW6976'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD
 AW6976'STATION IN FULSHEAR, GO WEST ON GRAVELED ROAD ALONG SOUTH
 AW6976'SIDE OF RAILROAD TRACKS FOR 2.65 MILES TO A CROSSROAD, TURN
 AW6976'RIGHT ACROSS TRACKS AND GO NORTH ON DIRT ROAD FOR 0.45 MILE
 AW6976'TO A WOODEN GATE ON LEFT IN NORTHEAST CORNER OF FARMYARD.
 AW6976'(CONTINUE NORTH FOR 0.2 MILE TO AZIMUTH MARK ON LEFT AS
 AW6976'DESCRIBED.) TURN LEFT THROUGH GATE AND GO SOUTHWEST ACROSS
 AW6976'YARD FOR 0.05 MILE TO STATION AS DESCRIBED.
 AW6976
 AW6976                          STATION RECOVERY (1998)
 AW6976
 AW6976'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6976'RECOVERED IN GOOD CONDITION.
 AW6976
 AW6976                          STATION RECOVERY (1998)
 AW6976
 AW6976'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6976'MARK NOT FOUND.
 AW6976
 AW6976                          STATION RECOVERY (2004)
 AW6976
 AW6976'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0251 ***********************************************************************
 CU0251  DESIGNATION -  RHODES
 CU0251  PID         -  CU0251
 CU0251  STATE/COUNTY-  TX/TAYLOR
 CU0251  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0251
 CU0251                         *CURRENT SURVEY CONTROL
 CU0251  ___________________________________________________________________
 CU0251* NAD 83(1986)-  32 17 27.     (N)    100 04 53.     (W)     SCALED    
 CU0251* NAVD 88     -       757.222  (meters)    2484.32   (feet)  ADJUSTED  
 CU0251  ___________________________________________________________________
 CU0251  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CU0251  DYNAMIC HT  -         756.209 (meters)    2481.00  (feet)  COMP
 CU0251  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 CU0251
 CU0251  VERT ORDER  -  SECOND    CLASS 0
 CU0251
 CU0251.The horizontal coordinates were scaled from a topographic map and have
 CU0251.an estimated accuracy of +/- 6 seconds.
 CU0251
 CU0251.The orthometric height was determined by differential leveling
 CU0251.and adjusted by the National Geodetic Survey in June 1991..
 CU0251
 CU0251.The geoid height was determined by GEOID03.
 CU0251
 CU0251.The dynamic height is computed by dividing the NAVD 88
 CU0251.geopotential number by the normal gravity value computed on the
 CU0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0251.degrees latitude (g = 980.6199 gals.).
 CU0251
 CU0251.The modeled gravity was interpolated from observed gravity values.
 CU0251
 CU0251;                    North         East    Units  Estimated Accuracy
 CU0251;SPC TXNC     - 2,070,340.      451,060.      MT  (+/- 180 meters Scaled)
 CU0251
 CU0251                          SUPERSEDED SURVEY CONTROL
 CU0251
 CU0251  NGVD 29 (??/??/92)  757.022  (m)         2483.66   (f) ADJ UNCH    2 0
 CU0251
 CU0251.Superseded values are not recommended for survey control.
 CU0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0251.See file dsdata.txt to determine how the superseded data were derived.
 CU0251
 CU0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA981731(NAD 83)
 CU0251_MARKER: DD = SURVEY DISK
 CU0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0251_STAMPING: RHODES USGS 1955
 CU0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0251+STABILITY: SURFACE MOTION
 CU0251
 CU0251  HISTORY     - Date     Condition        Report By
 CU0251  HISTORY     - 1955     MONUMENTED       USGS
 CU0251  HISTORY     - 1961     GOOD             NGS
 CU0251  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0251
 CU0251                          STATION DESCRIPTION
 CU0251
 CU0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0251'16.4 MI W FROM VIEW.
 CU0251'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0251'AT VIEW, THENCE 7.4 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.1
 CU0251'MILE NORTH ALONG A TRACK ROAD, 19.2 FEET NORTHEAST OF THE STATION,
 CU0251'16.6 FEET WEST OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST
 CU0251'PROJECTING 3 INCHES ABOVE GROUND.
 CU0251
 CU0251                          STATION RECOVERY (1994)
 CU0251
 CU0251'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0925 ***********************************************************************
 CU0925  DESIGNATION -  RHODES
 CU0925  PID         -  CU0925
 CU0925  STATE/COUNTY-  TX/TAYLOR
 CU0925  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0925
 CU0925                         *CURRENT SURVEY CONTROL
 CU0925  ___________________________________________________________________
 CU0925* NAD 83(1993)-  32 17 31.65839(N)    100 04 53.64227(W)     ADJUSTED  
 CU0925* NAVD 88     -       757.22   (+/-2cm)    2484.3    (feet)  VERTCON   
 CU0925  ___________________________________________________________________
 CU0925  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CU0925  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0925
 CU0925  HORZ ORDER  -  SECOND
 CU0925  VERT ORDER  -  THIRD ? (See Below)
 CU0925
 CU0925.The horizontal coordinates were established by classical geodetic methods
 CU0925.and adjusted by the National Geodetic Survey in February 1996..
 CU0925
 CU0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0925.The vertical order pertains to the NGVD 29 superseded value.
 CU0925
 CU0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0925
 CU0925.The geoid height was determined by GEOID03.
 CU0925
 CU0925;                    North         East     Units Scale Factor Converg.
 CU0925;SPC TXNC     - 2,070,479.961   451,040.129   MT  0.99995981   -0 51 45.3
 CU0925;SPC TXNC     - 6,792,899.67  1,479,787.49   sFT  0.99995981   -0 51 45.3
 CU0925;UTM  14      - 3,573,330.089   398,162.805   MT  0.99972789   -0 34 40.3
 CU0925
 CU0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0925!SPC TXNC     -   0.99988529  x   0.99995981  =   0.99984511
 CU0925!UTM  14      -   0.99988529  x   0.99972789  =   0.99961322
 CU0925
 CU0925                          SUPERSEDED SURVEY CONTROL
 CU0925
 CU0925  NAD 83(1986)-  32 17 31.66434(N)    100 04 53.63043(W) AD(       ) 2
 CU0925  NAD 27      -  32 17 31.20060(N)    100 04 52.28440(W) AD(       ) 2
 CU0925  NGVD 29 (07/19/86)  757.02   (m)         2483.7    (f) LEVELING    3  
 CU0925
 CU0925.Superseded values are not recommended for survey control.
 CU0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0925.See file dsdata.txt to determine how the superseded data were derived.
 CU0925
 CU0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9816373330(NAD 83)
 CU0925_MARKER: DD = SURVEY DISK
 CU0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0925+STABILITY: SURFACE MOTION
 CU0925
 CU0925  HISTORY     - Date     Condition        Report By
 CU0925  HISTORY     - 1955     MONUMENTED       USGS
 CU0925  HISTORY     - 1955     GOOD             USGS
 CU0925
 CU0925                          STATION DESCRIPTION
 CU0925
 CU0925'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (HWK)
 CU0925'THE STATION IS IN PASTURE LAND, IN THE HIGHEST POINT IN THE
 CU0925'VICINITY, APPROXIMATELY 13 MILES SOUTHWEST OF MERKEL, 9 MILES
 CU0925'EAST AND 1 MILE NORTH OF NOLAN AND ON PROPERTY OWNED BY MR.
 CU0925'WILL F. BUTMAN.
 CU0925'
 CU0925'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MAT,
 CU0925'DISTANCE BEING 19.24 FEET (5.863 METERS) NORTHEAST OF STATION
 CU0925'MAT.
 CU0925'
 CU0925'THE MARK IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK STAMPED
 CU0925'RHODES 1955 AND IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CU0925'4 INCHES.  IT IS 25 FEET NORTH OF A METAL WITNESS POST, 25 FEET
 CU0925'EAST OF THE CENTER OF THE TRACK ROAD AND 15.5 FEET WEST OF
 CU0925'THE FENCE.
 CU0925
 CU0925                          STATION RECOVERY (1955)
 CU0925
 CU0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CU0925'STATION IS LOCATED ABOUT 11 MI. S., 4 MI. W. OF MERKEL, TEXAS, AND
 CU0925'ABOUT 2 MI. N. OF ELM CREEK.
 CU0925'
 CU0925'TO REACH FROM THE TOWN OF VIEW, GO SW. ON U.S. HIGHWAY 277 FOR 8 MI.,
 CU0925'TURN RIGHT AT COUNTY RD. AT ELM CREEK CROSSING, CONTINUE ON COUNTY
 CU0925'RD. FOR 4.9 MI. TO T-RD. N., CONTINUE STRAIGHT AHEAD (W.) FOR 2.5
 CU0925'MI. TO LEFT TURN IN RD., STATION LIES 300 FT. N. OF THIS POINT.
 CU0925'
 CU0925'STATION MARK--STANDARD TABLET SET IN CONCRETE POST, STAMPED
 CU0925'---RHODES 1955---.
 CU0925'
 CU0925'REFERENCE MARK NO. 1--CHISELED CROSS ON BEDROCK, 281.70 FT. FROM
 CU0925'STATION MARK BEARING N 9 00 E.
 CU0925'
 CU0925'REFERENCE MARK NO. 2--CHISELED CROSS ON A BURIED BOULDER MARKED
 CU0925'---RM 2---, 74.55 FT. FROM STATION MARK BEARING N 82 17 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1340 ***********************************************************************
 DN1340  DESIGNATION -  RHOME MUNICIPAL TANK
 DN1340  PID         -  DN1340
 DN1340  STATE/COUNTY-  TX/WISE
 DN1340  USGS QUAD   -  RHOME (1972)
 DN1340
 DN1340                         *CURRENT SURVEY CONTROL
 DN1340  ___________________________________________________________________
 DN1340* NAD 83(1993)-  33 03 10.95665(N)    097 28 21.21047(W)     ADJUSTED  
 DN1340* NAVD 88     -                                                        
 DN1340  ___________________________________________________________________
 DN1340  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DN1340  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DN1340
 DN1340  HORZ ORDER  -  THIRD
 DN1340
 DN1340.The horizontal coordinates were established by classical geodetic methods
 DN1340.and adjusted by the National Geodetic Survey in February 1996..
 DN1340
 DN1340
 DN1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1340
 DN1340.The geoid height was determined by GEOID03.
 DN1340
 DN1340;                    North         East     Units Scale Factor Converg.
 DN1340;SPC TXNC     - 2,154,204.127   695,946.466   MT  0.99987262   +0 33 37.3
 DN1340;SPC TXNC     - 7,067,584.71  2,283,284.36   sFT  0.99987262   +0 33 37.3
 DN1340;UTM  14      - 3,658,204.304   642,608.680   MT  0.99985076   +0 49 59.6
 DN1340
 DN1340                          SUPERSEDED SURVEY CONTROL
 DN1340
 DN1340  NAD 83(1993)-  33 03 10.95944(N)    097 28 21.19918(W) AD(       ) 4
 DN1340  NAD 83(1986)-  33 03 10.96059(N)    097 28 21.19433(W) AD(       ) 4
 DN1340  NAD 27      -  33 03 10.51900(N)    097 28 20.10300(W) AD(       ) 3
 DN1340
 DN1340.Superseded values are not recommended for survey control.
 DN1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1340.See file dsdata.txt to determine how the superseded data were derived.
 DN1340
 DN1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4260958204(NAD 83)
 DN1340_MARKER: 53 = ELEVATED TANK
 DN1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1340+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 DN1340
 DN1340  HISTORY     - Date     Condition        Report By
 DN1340  HISTORY     - 1946     FIRST OBSERVED   CGS
 DN1340  HISTORY     - 1949     GOOD             CGS
 DN1340  HISTORY     - 1955     GOOD             TXHD
 DN1340  HISTORY     - 1965     GOOD             CGS
 DN1340  HISTORY     - 19970927 GOOD             USPSQD
 DN1340  HISTORY     - 20040805 GOOD             USPSQD
 DN1340
 DN1340                          STATION DESCRIPTION
 DN1340
 DN1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 DN1340'STATION IS A 4-LEGGED STEEL STRUCTURE, 85 FEET HIGH AND PAINTED
 DN1340'BLACK.  THE TANK HAS A CAPACITY OF 35,000 GALLONS.  IT IS
 DN1340'LOCATED NEAR THE CENTER OF THE VILLAGE OF RHOME AND ABOUT
 DN1340'800 FEET W OF U.S. HIGHWAY 81.
 DN1340'
 DN1340'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
 DN1340
 DN1340                          STATION RECOVERY (1949)
 DN1340
 DN1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DN1340'THE TANK STILL STANDS IN GOOD CONDITION AS DESCRIBED.
 DN1340
 DN1340                          STATION RECOVERY (1955)
 DN1340
 DN1340'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955
 DN1340'STATION RECOVERED.  STATION IS 158.3 FEET W OF U.S. 81, 281,
 DN1340'AND S.H. 114.
 DN1340
 DN1340                          STATION RECOVERY (1965)
 DN1340
 DN1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 DN1340'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 DN1340'THAT THE TANK IS NOW PAINTED SILVER.
 DN1340
 DN1340                          STATION RECOVERY (1997)
 DN1340
 DN1340'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1340'RECOVERED IN GOOD CONDITION.
 DN1340
 DN1340                          STATION RECOVERY (2004)
 DN1340
 DN1340'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DN1340'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1229 ***********************************************************************
 CR1229  DESIGNATION -  RHONE
 CR1229  PID         -  CR1229
 CR1229  STATE/COUNTY-  TX/UPSHUR
 CR1229  USGS QUAD   -  RHONESBORO (1980)
 CR1229
 CR1229                         *CURRENT SURVEY CONTROL
 CR1229  ___________________________________________________________________
 CR1229* NAD 83(1993)-  32 45 29.06932(N)    095 08 47.64397(W)     ADJUSTED  
 CR1229* NAVD 88     -       188.     (meters)     617.     (feet)  SCALED    
 CR1229  ___________________________________________________________________
 CR1229  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CR1229  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CR1229
 CR1229  HORZ ORDER  -  FIRST
 CR1229
 CR1229.The horizontal coordinates were established by classical geodetic methods
 CR1229.and adjusted by the National Geodetic Survey in February 1996..
 CR1229
 CR1229.The orthometric height was scaled from a topographic map.
 CR1229
 CR1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1229
 CR1229.The geoid height was determined by GEOID03.
 CR1229
 CR1229;                    North         East     Units Scale Factor Converg.
 CR1229;SPC TXNC     - 2,126,040.580   914,152.213   MT  0.99988567   +1 49 44.2
 CR1229;SPC TXNC     - 6,975,184.80  2,999,181.05   sFT  0.99988567   +1 49 44.2
 CR1229;UTM  15      - 3,626,506.416   298,911.474   MT  1.00009863   -1 09 42.8
 CR1229
 CR1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1229!SPC TXNC     -   0.99997466  x   0.99988567  =   0.99986033
 CR1229!UTM  15      -   0.99997466  x   1.00009863  =   1.00007329
 CR1229
 CR1229|---------------------------------------------------------------------|
 CR1229| PID    Reference Object                     Distance      Geod. Az  |
 CR1229|                                                           dddmmss.s |
 CR1229| CY2994 RHONE RM 1                           27.925 METERS 06032     |
 CR1229| CY2993 RHONE AZ MK                                        2851601.9 |
 CR1229| CR1230 TT 1 WM USGS 1950                    22.076 METERS 33109     |
 CR1229|---------------------------------------------------------------------|
 CR1229
 CR1229                          SUPERSEDED SURVEY CONTROL
 CR1229
 CR1229  NAD 83(1993)-  32 45 29.07590(N)    095 08 47.63220(W) AD(       ) 1
 CR1229  NAD 83(1986)-  32 45 29.07535(N)    095 08 47.63018(W) AD(       ) 1
 CR1229  NAD 27      -  32 45 28.59610(N)    095 08 46.84180(W) AD(       ) 1
 CR1229
 CR1229.Superseded values are not recommended for survey control.
 CR1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1229.See file dsdata.txt to determine how the superseded data were derived.
 CR1229
 CR1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9891126506(NAD 83)
 CR1229_MARKER: DS = TRIANGULATION STATION DISK
 CR1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1229
 CR1229  HISTORY     - Date     Condition        Report By
 CR1229  HISTORY     - 1950     MONUMENTED       CGS
 CR1229  HISTORY     - 1956     GOOD             CGS
 CR1229  HISTORY     - 1957     GOOD             CGS
 CR1229  HISTORY     - 1961     GOOD             CGS
 CR1229  HISTORY     - 1981     GOOD             LOCENG
 CR1229
 CR1229                          STATION DESCRIPTION
 CR1229
 CR1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1229'STATION IS LOCATED ABOUT 1/4 OF A MILE WEST OF THE SMALL
 CR1229'VILLAGE OF RHONESBORO ON A SMALL TIMBERED AND SANDY RIDGE.
 CR1229'STATION IS 139 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE
 CR1229'154, 59 FEET SOUTH OF FENCE, 14 FEET NORTH OF FENCE AND 7
 CR1229'FEET NORTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 CR1229'AND THE DISK IS STAMPED RHONE 1950.
 CR1229'
 CR1229'REFERENCE MARK NO. 1 IS 77 FEET SOUTH OF THE CENTERLINE OF
 CR1229'HIGHWAY AND 3 FEET SOUTH OF FENCE.  THE MARK PROJECTS ABOUT
 CR1229'4 INCHES AND THE DISK IS STAMPED RHONE R.M. 1 1950.
 CR1229'
 CR1229'A TRAVERSE CONNECTION WAS MADE FROM STATION TO TT 1 WM (USGS)
 CR1229'WHICH WAS USED AS REFERENCE MARK NO. 2.  THE MARK IS 85 FEET
 CR1229'SOUTH OF THE CENTERLINE OF HIGHWAY AND 4 FEET SOUTH OF FENCE.
 CR1229'THE DISK IS SET IN THE TOP OF A 6 X 6 CONCRETE POST, PROJECTS
 CR1229'ABOUT 6 INCHES AND IS STAMPED TT 1 WM 1950.
 CR1229'
 CR1229'AZIMUTH MARK IS 56 FEET NORTH OF THE CENTERLINE OF STATE ROUTE
 CR1229'154, 34 FEET SOUTH SOUTHEAST OF POWER POLE AND 3 FEET SOUTH
 CR1229'OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 CR1229'DISK IS STAMPED RHONE 1950.
 CR1229'
 CR1229'TO REACH STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 CR1229'IN GILMER GO WEST ON STATE ROUTE 154 FOR 11.5 MILES TO THE
 CR1229'SMALL VILLAGE OF RHONESBORO.  CONTINUE WEST FOR 0.25 MILE TO
 CR1229'STATION ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.  TO REACH
 CR1229'AZIMUTH FROM STATION CONTINUE WEST FOR 0.95 MILE TO AZIMUTH
 CR1229'MARK ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 CR1229'
 CR1229'A 100 FOOT SIGNAL AT STATION ESSL IS V.G.
 CR1229'
 CR1229'A 100 FOOT SIGNAL AT STATION MIDWAY IS V.G.
 CR1229'
 CR1229'A 74 FOOT SIGNAL AT STATION GILMER IS VISIBLE AT 37 FEET.
 CR1229'
 CR1229'A 74 FOOT SIGNAL AT STATION TODD IS VISIBLE AT 37 FEET.
 CR1229'
 CR1229'AN 87 FOOT SIGNAL AT STATION CURRY IS VISIBLE AT 37 FEET.
 CR1229'
 CR1229'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1229
 CR1229                          STATION RECOVERY (1956)
 CR1229
 CR1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1229'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CR1229'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CR1229'ARE CORRECT.
 CR1229
 CR1229                          STATION RECOVERY (1957)
 CR1229
 CR1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1229'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 CR1229'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 CR1229'DESCRIPTION FOLLOWS.
 CR1229'
 CR1229'THE STATION IS ABOUT 12 MILES AIRLINE NORTH-NORTHWEST OF BIG
 CR1229'SANDY, 12 MILES WEST OF GILMER AND 0.3 MILE WEST OF THE SMALL
 CR1229'VILLAGE OF RHONESBORO ON A HIGH TIMBERED RIDGE.  IT IS 130 FEET
 CR1229'SOUTH OF THE CENTER OF TEXAS HIGHWAY 154, 60 FEET SOUTH OF AN
 CR1229'EAST-WEST FENCE LINE, 11 FEET NORTH OF THE TIMBER LINE AND 2 FEET
 CR1229'NORTHWEST OF A WHITE WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 CR1229'STAMPED RHONE 1950.
 CR1229'
 CR1229'REFERENCE MARK NO. 1 IS 72 FEET SOUTH OF TEXAS HIGHWAY 154,
 CR1229'59 FEET NORTH OF THE TIMBER LINE AND 2 FEET SOUTH OF AN
 CR1229'EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED
 CR1229'RHONE NO 1 1950.
 CR1229'
 CR1229'A U.S.G.S. BENCH MARK WAS USED FOR REFERENCE MARK NO. 2.
 CR1229'IT IS 75 FEET SOUTH OF THE CENTER OF TEXAS HIGHWAY 154,
 CR1229'72 FEET NORTH OF THE TIMBER LINE AND 5 FEET SOUTH OF AN EAST-WEST
 CR1229'FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED TT 1 WM 1950.
 CR1229'
 CR1229'THE AZIMUTH MARK IS 55 FEET NORTH OF THE CENTER OF TEXAS
 CR1229'HIGHWAY 154, 33 FEET SOUTH-SOUTHEAST OF POWER LINE POLE NO. 7186,
 CR1229'6 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 3 FEET SOUTH OF
 CR1229'A WHITE WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 CR1229'RHONE 1950.
 CR1229'
 CR1229'TO REACH THE STATION FROM THE JUNCTION OF TEXAS HIGHWAY 154
 CR1229'AND FARM ROAD 1002 IN THE SMALL VILLAGE OF RHONESBORO GO WEST
 CR1229'ON TEXAS HIGHWAY 154 FOR 0.3 MILE TO THE STATION ON THE LEFT AS
 CR1229'DESCRIBED.
 CR1229'
 CR1229'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT
 CR1229'AHEAD ON TEXAS HIGHWAY 154 FOR 0.9 MILE TO THE AZIMUTH MARK ON
 CR1229'THE RIGHT AS DESCRIBED.
 CR1229
 CR1229                          STATION RECOVERY (1961)
 CR1229
 CR1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (KMB)
 CR1229'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 CR1229'WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CR1229'FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 CR1229
 CR1229                          STATION RECOVERY (1981)
 CR1229
 CR1229'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (RD)
 CR1229'STATION R.M. NO. 1 AND R.M. NO. 2 RECOVERED IN GOOD CONDITION.
 CR1229'
 CR1229'AZIMUTH MARKER CONCRETE POST WAS FOUND - TOP HAS BEEN BADLY
 CR1229'DAMAGED - BRONZE DISK IS GONE.  APPEARS HIGHWAY MOWERS DID THE
 CR1229'DAMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0898 ***********************************************************************
 FM0898  DESIGNATION -  RIBBON
 FM0898  PID         -  FM0898
 FM0898  STATE/COUNTY-  TX/DEAF SMITH
 FM0898  USGS QUAD   -  FORD (1966)
 FM0898
 FM0898                         *CURRENT SURVEY CONTROL
 FM0898  ___________________________________________________________________
 FM0898* NAD 83(1993)-  35 07 23.21878(N)    102 29 21.06057(W)     ADJUSTED  
 FM0898* NAVD 88     -      1234.0    (meters)    4049.     (feet)  VERTCON   
 FM0898  ___________________________________________________________________
 FM0898  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 FM0898  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 FM0898
 FM0898  HORZ ORDER  -  THIRD
 FM0898
 FM0898.The horizontal coordinates were established by classical geodetic methods
 FM0898.and adjusted by the National Geodetic Survey in February 1996..
 FM0898
 FM0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0898
 FM0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0898
 FM0898.The geoid height was determined by GEOID03.
 FM0898
 FM0898;                    North         East     Units Scale Factor Converg.
 FM0898;SPC TX N     - 1,125,045.892   109,843.067   MT  0.99992403   -0 34 23.8
 FM0898;SPC TX N     - 3,691,088.06    360,376.80   sFT  0.99992403   -0 34 23.8
 FM0898;UTM  13      - 3,889,581.686   728,797.412   MT  1.00024520   +1 26 42.7
 FM0898
 FM0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0898!SPC TX N     -   0.99981023  x   0.99992403  =   0.99973427
 FM0898!UTM  13      -   0.99981023  x   1.00024520  =   1.00005538
 FM0898
 FM0898:                Primary Azimuth Mark                     Grid Az
 FM0898:SPC TX N     -  VEGA WHEAT GROWERS GRAIN ELEV            023 51 55.1
 FM0898:UTM  13      -  VEGA WHEAT GROWERS GRAIN ELEV            021 50 48.6
 FM0898
 FM0898|---------------------------------------------------------------------|
 FM0898| PID    Reference Object                     Distance      Geod. Az  |
 FM0898|                                                           dddmmss.s |
 FM0898| FM0904 VEGA WHEAT GROWERS GRAIN ELEV       APPROX.14.6 KM 0231731.3 |
 FM0898| CJ8278 RIBBON RM 1                          19.799 METERS 02513     |
 FM0898| CJ8277 RIBBON AZ MK                                       0901230.7 |
 FM0898| CJ8279 RIBBON RM 2                          10.400 METERS 27109     |
 FM0898|---------------------------------------------------------------------|
 FM0898
 FM0898                          SUPERSEDED SURVEY CONTROL
 FM0898
 FM0898  NAD 83(1993)-  35 07 23.22589(N)    102 29 21.05210(W) AD(       ) 3
 FM0898  NAD 83(1986)-  35 07 23.22599(N)    102 29 21.05215(W) AD(       ) 3
 FM0898  NAD 27      -  35 07 23.02100(N)    102 29 19.30100(W) AD(       ) 3
 FM0898  NGVD 29 (07/28/98) 1233.5    (m)         4047.     (f) VERT ANG       
 FM0898
 FM0898.Superseded values are not recommended for survey control.
 FM0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0898.See file dsdata.txt to determine how the superseded data were derived.
 FM0898
 FM0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU2879789582(NAD 83)
 FM0898_MARKER: DS = TRIANGULATION STATION DISK
 FM0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0898
 FM0898  HISTORY     - Date     Condition        Report By
 FM0898  HISTORY     - 1953     MONUMENTED       CGS
 FM0898  HISTORY     - 1966     GOOD             USGS
 FM0898
 FM0898                          STATION DESCRIPTION
 FM0898
 FM0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0898'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF A EAST-WEST
 FM0898'DIRT ROAD, ABOUT 9.0 MILES SOUTH SOUTHWEST OF VEGA, 15.0 MILES
 FM0898'SOUTHEAST OF ADRIAN, 30 FEET WEST OF THE T FENCE CORNER, 29.6
 FM0898'FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 6 FEET WEST OF
 FM0898'THE WHITE WITNESS POST AND 6 INCHES NORTH OF THE EAST-WEST
 FM0898'FENCELINE.
 FM0898'
 FM0898'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 66 AND FARM ROAD
 FM0898'51 IN VEGA, GO SOUTH, ON FARM ROAD 51, FOR 6.5 MILES TO SIDE ROAD
 FM0898'RIGHT.  TURN RIGHT, AND GO WEST, ON DIRT ROAD 3.9 MILES TO
 FM0898'CROSS ROADS.  TURN LEFT, AND GO SOUTH 2.0 MILES TO SIDE ROAD
 FM0898'RIGHT AND THE AZIMUTH MARK.  TURN RIGHT, AND GO WEST, ON
 FM0898'DIRT ROAD 1.0 MILE TO THE STATION.
 FM0898'
 FM0898'THE STATION MARK IS A STANDARD DISK, STAMPED RIBBON 1953,
 FM0898'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FM0898'IS ABOUT FLUSH WITH THE GROUND.
 FM0898'
 FM0898'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED RIBBON
 FM0898'NO 1 1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FM0898'WHICH PROJECTS ABOUT 1 INCH AND IS ABOUT 8 INCHES LOWER THAN
 FM0898'THE STATION.  IT IS LOCATED 30 FEET NORTH OF THE CENTERLINE
 FM0898'OF THE DIRT ROAD AND 12 INCHES SOUTH OF THE EAST-WEST FENCELINE
 FM0898'AND 18 INCHES WEST OF THE T FENCE CORNER.
 FM0898'
 FM0898'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED RIBBON
 FM0898'NO 2 1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FM0898'WHICH PROJECTS ABOUT 1 INCH AND IS ABOUT THE SAME ELEVATION
 FM0898'AS THE STATION.  IT IS LOCATED 30 FEET SOUTH OF THE CENTERLINE
 FM0898'OF THE DIRT ROAD AND 12 INCHES NORTH OF THE EAST-WEST FENCELINE.
 FM0898'
 FM0898'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RIBBON 1953,
 FM0898'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS
 FM0898'ABOUT FLUSH WITH THE GROUND.  IT IS LOCATED 30 FEET EAST OF THE
 FM0898'CENTERLINE OF THE NORTH-SOUTH DIRT ROAD, 5.5 FEET NORTH OF
 FM0898'THE FENCE CORNER AND 12 INCHES WEST OF THE NORTH-SOUTH FENCELINE.
 FM0898
 FM0898                          STATION RECOVERY (1966)
 FM0898
 FM0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0898'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35102-2, STATION 1015.
 FM0898'RECOVERED BY USGS IN 1966.
 FM0898'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST FLUSH WITH
 FM0898'GROUND, STAMPED---RIBBON 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1551 ***********************************************************************
 AH1551  DESIGNATION -  RICARDO
 AH1551  PID         -  AH1551
 AH1551  STATE/COUNTY-  TX/KLEBERG
 AH1551  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH1551
 AH1551                         *CURRENT SURVEY CONTROL
 AH1551  ___________________________________________________________________
 AH1551* NAD 83(1993)-  27 24 09.60874(N)    097 56 26.07642(W)     ADJUSTED  
 AH1551* NAVD 88     -        31.4    (meters)     103.     (feet)  VERTCON   
 AH1551  ___________________________________________________________________
 AH1551  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AH1551  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH1551
 AH1551  HORZ ORDER  -  SECOND
 AH1551
 AH1551.The horizontal coordinates were established by classical geodetic methods
 AH1551.and adjusted by the National Geodetic Survey in February 1996..
 AH1551
 AH1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1551
 AH1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1551
 AH1551.The geoid height was determined by GEOID03.
 AH1551
 AH1551;                    North         East     Units Scale Factor Converg.
 AH1551;SPC TX S     - 5,192,458.634   355,321.701   MT  0.99991926   +0 15 14.3
 AH1551;SPC TX S     -17,035,591.37  1,165,751.28   sFT  0.99991926   +0 15 14.3
 AH1551;UTM  14      - 3,031,481.521   604,737.361   MT  0.99973541   +0 29 15.5
 AH1551
 AH1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1551!SPC TX S     -   0.99999914  x   0.99991926  =   0.99991840
 AH1551!UTM  14      -   0.99999914  x   0.99973541  =   0.99973455
 AH1551
 AH1551:                Primary Azimuth Mark                     Grid Az
 AH1551:SPC TX S     -  KINGSVILLE PRESBYTERIAN CH               028 33 06.4
 AH1551:UTM  14      -  KINGSVILLE PRESBYTERIAN CH               028 19 05.2
 AH1551
 AH1551|---------------------------------------------------------------------|
 AH1551| PID    Reference Object                     Distance      Geod. Az  |
 AH1551|                                                           dddmmss.s |
 AH1551| AH1584 KINGSVILLE PRESBYTERIAN CH          APPROX.14.4 KM 0284820.7 |
 AH1551| AH1587 BISHOP MUNICIPAL TANK               APPROX.24.6 KM 0360740.0 |
 AH1551| CV2887 RICARDO AZ MK                                      0941151.4 |
 AH1551| CV2888 RICARDO RM                           29.465 METERS 09805     |
 AH1551| CV2889 RICARDO RM 2                         21.550 METERS 10319     |
 AH1551| CV2890 RICARDO RM 3                         23.446 METERS 17056     |
 AH1551|---------------------------------------------------------------------|
 AH1551
 AH1551                          SUPERSEDED SURVEY CONTROL
 AH1551
 AH1551  NAD 83(1986)-  27 24 09.62062(N)    097 56 26.05166(W) AD(       ) 2
 AH1551  NAD 27      -  27 24 08.48000(N)    097 56 25.05200(W) AD(       ) 2
 AH1551  NGVD 29 (07/19/86)   31.5    (m)          103.     (f) VERT ANG       
 AH1551
 AH1551.Superseded values are not recommended for survey control.
 AH1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1551.See file dsdata.txt to determine how the superseded data were derived.
 AH1551
 AH1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0473731482(NAD 83)
 AH1551_MARKER: DS = TRIANGULATION STATION DISK
 AH1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1551_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1551
 AH1551  HISTORY     - Date     Condition        Report By
 AH1551  HISTORY     - 1913     MONUMENTED       CGS
 AH1551  HISTORY     - 1937     MARK NOT FOUND   TXHD
 AH1551  HISTORY     - 1961     GOOD             CGS
 AH1551
 AH1551                          STATION DESCRIPTION
 AH1551
 AH1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AH1551'STATION IS ABOUT 6-1/2 MILES W AND 2 MILES S FROM RICARDO,
 AH1551'7 MILES S 10 DEG W FROM THE KING HOME RANCH, ON A SMALL KNOLL
 AH1551'COVERED WITH MESQUITE TREES ON LAND OWNED BY MRS. KING.  A WIND
 AH1551'PUMP, AT AN ARTESIAN WELL, IS ABOUT 1 MILE DISTANT, S 76 DEG 55 MIN E.
 AH1551'NO NEARBY ROADS OPEN AT PRESENT.
 AH1551'
 AH1551'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AH1551'DISKS SET IN CONCRETE.
 AH1551'
 AH1551'REFERENCE MARK IS AT THE SAME ELEVATION AS STATION MARK,
 AH1551'AND 29.465 METERS (96.67 FEET) FROM THE STATION, S 81 DEG 55 MIN E.
 AH1551'ELEVATION OF STATION, 31.5 METERS (103 FEET).
 AH1551
 AH1551                          STATION RECOVERY (1937)
 AH1551
 AH1551'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AH1551'DID NOT RECOVER EITHER STATION OR REFERENCE MARKS.  STATION
 AH1551'MARK PROBABLY COVERED BY LEAVES OR DEBRIS OF ORIGINAL TOWER
 AH1551'WHICH WAS FOUND.  THERE IS NO EVIDENCE THAT EITHER HAS BEEN
 AH1551'DISTURBED.  THE DESCRIPTION IS GENERALLY GOOD.
 AH1551'
 AH1551'TO REACH FROM COTTON GIN ON E SIDE OF ROAD IN RICARDO GO SE
 AH1551'ALONG HIGHWAY 16, 1.25 MILES TO A W ROAD, GO 4.65 MILES
 AH1551'W TO A GATE INTO THE KING PASTURES, PASS THROUGH GATE (W) AND
 AH1551'GO SW FOR 0.40 MILE TO A WINDMILL ON RIGHT PASSING THROUGH A
 AH1551'GATE, THENCE FOLLOW THE MAIN TRAVELED ROAD W 0.7 MILE ALONG
 AH1551'THE S SIDE OF A FENCE TO THE TOP OF A GRADE, AND STATION IS
 AH1551'ABOUT 1100 FEET (PACED) RIGHT (N).
 AH1551
 AH1551                          STATION RECOVERY (1961)
 AH1551
 AH1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AH1551'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AH1551'REFERENCE MARK NO. 1 WAS FOUND LEANING AND DESTROYED BY THIS
 AH1551'PARTY.  REFERENCE MARK NO. 2, REFERENCE MARK NO. 3 AND AN AZIMUTH
 AH1551'MARK WERE SET BY THIS PARTY.
 AH1551'
 AH1551'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 AH1551'
 AH1551'THE STATION IS APPROXIMATELY 11 MILES EAST AND 3-1/4 MILES
 AH1551'NORTH OF PREMONT, 10-1/2 MILES NORTHWEST OF RIVIERA AND 9 MILES
 AH1551'SOUTHWEST OF KINGSVILLE, ON A SMALL KNOLL COVERED WITH MESQUITE
 AH1551'TREES, ON PROPERTY OWNED BY THE KING RANCH.
 AH1551'
 AH1551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 141 AND
 AH1551'U.S. HIGHWAY 77 ONE BLOCK SOUTH OF THE POST OFFICE IN KINGSVILLE,
 AH1551'GO SOUTH ON HIGHWAY 77 FOR 1.5 MILES TO THE JUNCTION WITH U.S.
 AH1551'HIGHWAY 77 BY-PASS.  CONTINUE SOUTH ON HIGHWAY 77 FOR 2.8 MILES
 AH1551'TO A CROSSROAD.  TURN RIGHT, WEST, ON FARM ROAD 772 FOR 2.85
 AH1551'MILES.  BEAR LEFT, SOUTH, ON FARM ROAD 772 FOR 3.15 MILES TO A
 AH1551'CROSSROAD.  TURN RIGHT, WEST, ON GRADED DIRT ROAD FOR 1.0 MILE
 AH1551'TO A T-INTERSECTION AND A TALL ALUMINUM GATE STRAIGHT AHEAD.
 AH1551'PASS THROUGH THE GATE, BEAR LEFT, SOUTHWEST ON SANDY ROAD FOR
 AH1551'0.35 MILE TO A WINDMILL ON THE RIGHT.  BEAR LEFT, SOUTH,
 AH1551'PAST WINDMILL FOR 0.05 MILE TO A GATE.  PASS THROUGH THE
 AH1551'GATE AND GO WEST FOR 0.05 MILE TO ANOTHER GATE.  PASS
 AH1551'THROUGH THE GATE FOR 0.05 MILE TO A TRACK ROAD RIGHT AT A
 AH1551'FENCE CORNER ON RIGHT.  TURN RIGHT, NORTH, ON THE TRACK
 AH1551'ROAD FOR 0.2 MILE TO A FENCE CORNER ON THE RIGHT AND THE
 AH1551'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE SANDY
 AH1551'ROAD FOR 0.55 MILE TO A DIM CROSSROAD.  TURN RIGHT, NORTH,
 AH1551'UPHILL, ON THE DIM TRACK ROAD FOR 0.2 MILE TO THE TOP OF
 AH1551'THE HILL.  BEAR LEFT, WESTERLY FOR 0.05 MILE TO THE STATION.
 AH1551'
 AH1551'STATION MARK IS A STANDARD DISK WITH NO STAMPING.  IT IS SET
 AH1551'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 AH1551'IT IS 77 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 AH1551'WAS NOT CHECKED.
 AH1551'
 AH1551'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RICARDO NO 2
 AH1551'1913, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AH1551'IT IS AT THE SAME ELEVATION AS THE STATION MARK.
 AH1551'
 AH1551'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RICARDO NO 3 1913,
 AH1551'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 AH1551'IS 3.5 FEET EAST OF THE METAL WITNESS POST.
 AH1551'
 AH1551'AZIMUTH MARK, A STANDARD DISK STAMPED RICARDO 1961, IS SET
 AH1551'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 37
 AH1551'FEET NORTHEAST OF THE CORNER FENCE POST, 15.5 FEET SOUTHEAST
 AH1551'OF THE CENTER OF THE TRACK ROAD, 3 FEET NORTH OF A METAL
 AH1551'WITNESS POST AND 2 FEET NORTHWEST OF A WIRE FENCE.
 AH1551'
 AH1551'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AH1551'
 AH1551'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1117 ***********************************************************************
 CA1117  DESIGNATION -  RICE
 CA1117  PID         -  CA1117
 CA1117  STATE/COUNTY-  TX/CONCHO
 CA1117  USGS QUAD   -  SALT GAP (1967)
 CA1117
 CA1117                         *CURRENT SURVEY CONTROL
 CA1117  ___________________________________________________________________
 CA1117* NAD 83(1993)-  31 15 07.61154(N)    099 36 39.48425(W)     ADJUSTED  
 CA1117* NAVD 88     -       597.1    (meters)    1959.     (feet)  VERTCON   
 CA1117  ___________________________________________________________________
 CA1117  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CA1117  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CA1117
 CA1117  HORZ ORDER  -  SECOND
 CA1117
 CA1117.The horizontal coordinates were established by classical geodetic methods
 CA1117.and adjusted by the National Geodetic Survey in February 1996..
 CA1117
 CA1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1117
 CA1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1117
 CA1117.The geoid height was determined by GEOID03.
 CA1117
 CA1117;                    North         East     Units Scale Factor Converg.
 CA1117;SPC TX C     - 3,175,979.084   768,798.848   MT  0.99989128   +0 22 19.4
 CA1117;SPC TX C     -10,419,858.04  2,522,300.89   sFT  0.99989128   +0 22 19.4
 CA1117;UTM  14      - 3,457,703.996   441,826.809   MT  0.99964174   -0 19 01.1
 CA1117
 CA1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1117!SPC TX C     -   0.99990999  x   0.99989128  =   0.99980128
 CA1117!UTM  14      -   0.99990999  x   0.99964174  =   0.99955176
 CA1117
 CA1117|---------------------------------------------------------------------|
 CA1117| PID    Reference Object                     Distance      Geod. Az  |
 CA1117|                                                           dddmmss.s |
 CA1117| CV6094 RICE RM 1                            20.653 METERS 01306     |
 CA1117| CA1122 MEL                                 APPROX. 3.9 KM 1671104.2 |
 CA1117| CV6095 RICE RM 2                            20.708 METERS 26729     |
 CA1117|---------------------------------------------------------------------|
 CA1117
 CA1117                          SUPERSEDED SURVEY CONTROL
 CA1117
 CA1117  NAD 83(1986)-  31 15 07.61926(N)    099 36 39.46999(W) AD(       ) 2
 CA1117  NAD 27      -  31 15 07.02537(N)    099 36 38.23870(W) AD(       ) 2
 CA1117  NGVD 29 (07/19/86)  597.0    (m)         1959.     (f) VERT ANG       
 CA1117
 CA1117.Superseded values are not recommended for survey control.
 CA1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1117.See file dsdata.txt to determine how the superseded data were derived.
 CA1117
 CA1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV4182757704(NAD 83)
 CA1117_MARKER: DD = SURVEY DISK
 CA1117_SETTING: 80 = SET IN A BOULDER
 CA1117_SP_SET: IN BEDROCK
 CA1117
 CA1117  HISTORY     - Date     Condition        Report By
 CA1117  HISTORY     - 1971     MONUMENTED       USGS
 CA1117
 CA1117                          STATION DESCRIPTION
 CA1117
 CA1117'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1117'THE STATION IS LOCATED NORTH 28 DEG WEST, 4 MILES AIRLINE
 CA1117'FROM MELVIN, TEXAS, ON SOUTHEAST POINT OF BLUFF.  1500 FEET
 CA1117'NORTHWEST OF RICE RESIDENCE.
 CA1117'
 CA1117'TO REACH FROM MELVIN, TEXAS, GO 1.1 MILE NORTH ON FARM TO
 CA1117'MARKET ROAD 2028 TO U.S. HIGHWAY 87, GO 1.1 MILE WEST ON
 CA1117'U.S. HIGHWAY 87 TO FARM TO MARKET ROAD 503, GO 1.8 MILE NORTH
 CA1117'ON FARM TO MARKET ROAD 503 TO RANCH ENTRANCE LEFT (WEST), GO
 CA1117'0.7 MILE WEST AND NORTH TO HOUSE, PASS THROUGH CORRAL GATE,
 CA1117'AND GO 0.3 MILE WEST ALONG NORTH SIDE OF FENCE, THENCE 350
 CA1117'FEET NORTH TO STATION SITE.  8.5 FEET SOUTHEAST OF WITNESS
 CA1117'SIGN MOUNTED ON A METAL POST.
 CA1117'
 CA1117'STATION MARK--A USGS ALUMINUM TABLET SET IN BEDROCK FLUSH
 CA1117'WITH THE GROUND.  THE TABLET IS STAMPED RICE ET 1960-1971.
 CA1117'
 CA1117'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET SET IN BEDROCK,
 CA1117'AND STAMPED RICE ET NO. 1 1971.
 CA1117'
 CA1117'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET SET IN BEDROCK,
 CA1117'AND STAMPED RICE ET NO. 2 1971.
 CA1117'
 CA1117'STATION MEL ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION
 CA1117'AND WILL SERVE AS THE AZIMUTH MARK.
 CA1117'
 CA1117'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 CA1117'
 CA1117'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO OAK TREE ON LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6576 ***********************************************************************
 AW6576  DESIGNATION -  RICE
 AW6576  PID         -  AW6576
 AW6576  STATE/COUNTY-  TX/HARRIS
 AW6576  USGS QUAD   -  BELLAIRE (1995)
 AW6576
 AW6576                         *CURRENT SURVEY CONTROL
 AW6576  ___________________________________________________________________
 AW6576* NAD 83(1993)-  29 43 07.88146(N)    095 23 53.67764(W)     ADJUSTED  
 AW6576* NAVD 88     -        15.2    (meters)      50.     (feet)  VERTCON   
 AW6576  ___________________________________________________________________
 AW6576  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6576  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6576
 AW6576  HORZ ORDER  -  FIRST
 AW6576
 AW6576.The horizontal coordinates were established by classical geodetic methods
 AW6576.and adjusted by the National Geodetic Survey in February 1996..
 AW6576
 AW6576.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6576
 AW6576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6576
 AW6576.The geoid height was determined by GEOID03.
 AW6576
 AW6576;                    North         East     Units Scale Factor Converg.
 AW6576;SPC TXSC     - 4,214,332.407   948,400.500   MT  0.99988562   +1 45 52.4
 AW6576;SPC TXSC     -13,826,522.24  3,111,543.97   sFT  0.99988562   +1 45 52.4
 AW6576;UTM  15      - 3,290,040.815   268,011.037   MT  1.00026409   -1 11 22.0
 AW6576
 AW6576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6576!SPC TXSC     -   1.00000190  x   0.99988562  =   0.99988752
 AW6576!UTM  15      -   1.00000190  x   1.00026409  =   1.00026599
 AW6576
 AW6576:                Primary Azimuth Mark                     Grid Az
 AW6576:SPC TXSC     -  HOUSTON STANDARD RICE CO TANK            007 14 16.5
 AW6576:UTM  15      -  HOUSTON STANDARD RICE CO TANK            010 11 30.9
 AW6576
 AW6576|---------------------------------------------------------------------|
 AW6576| PID    Reference Object                     Distance      Geod. Az  |
 AW6576|                                                           dddmmss.s |
 AW6576| AW6724 HOUSTON STANDARD RICE CO TANK       APPROX. 5.0 KM 0090008.9 |
 AW6576| AW6720 HOUSTON JEFF DAVIS HOSP CHIM        APPROX. 4.8 KM 0163213.2 |
 AW6576| AW6651 HOUSTON ESPERSON BLDG DOME          APPROX. 5.5 KM 0355642.7 |
 AW6576| AW6690 HOUSTON TRINITY CEMENT CO STK       APPROX. 7.6 KM 0552548.0 |
 AW6576| CV6717 RICE AZ MK 2                                       0660335.7 |
 AW6576| AW6511 HOUSTON LONE STAR BAG CO TANK       APPROX. 6.2 KM 0850728.8 |
 AW6576| AW6593 HOUSTON HERMAN BLDG FLAGPOLE        APPROX. 0.5 KM 1725045.3 |
 AW6576| AW6578 HOUSTON BROCKSTEIN INC TANK         APPROX. 7.5 KM 2150425.8 |
 AW6576| CV6718 RICE RM 1                            12.580 METERS 23153     |
 AW6576| AW6585 WEST UNIVERSITY PLACE S TANK        APPROX. 3.8 KM 2461044.0 |
 AW6576| CV6716 RICE AZ MK                                         2474012.5 |
 AW6576| CV6719 RICE RM 2                            12.886 METERS 25911     |
 AW6576| AW6577 WEST UNIVERSITY PLACE N TANK        APPROX. 2.6 KM 2944055.9 |
 AW6576| AW6581 HOUSTON ST ANNE CATH CH DOME        APPROX. 3.0 KM 3330504.8 |
 AW6576| AW6718 HOUSTON MUNICIPAL TANK              APPROX. 4.4 KM 3514101.2 |
 AW6576| AW6735 HOUSTON FIDELITY PROD CO TANK       APPROX. 7.5 KM 3515242.1 |
 AW6576| AW6711 HOUSTON ORIENTAL TEXTILE TANK       APPROX. 9.8 KM 3541905.9 |
 AW6576|---------------------------------------------------------------------|
 AW6576
 AW6576                          SUPERSEDED SURVEY CONTROL
 AW6576
 AW6576  NAD 83(1986)-  29 43 07.89577(N)    095 23 53.65873(W) AD(       ) 1
 AW6576  NAD 27      -  29 43 07.06977(N)    095 23 52.87734(W) AD(       ) 1
 AW6576  NGVD 29 (07/19/86)   15.2    (m)           50.     (f) VERT ANG       
 AW6576
 AW6576.Superseded values are not recommended for survey control.
 AW6576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6576.See file dsdata.txt to determine how the superseded data were derived.
 AW6576
 AW6576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6801190041(NAD 83)
 AW6576_MARKER: DS = TRIANGULATION STATION DISK
 AW6576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6576+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW6576
 AW6576  HISTORY     - Date     Condition        Report By
 AW6576  HISTORY     - 1942     MONUMENTED       CGS
 AW6576  HISTORY     - 1951     GOOD             CGS
 AW6576  HISTORY     - 1963     GOOD             CGS
 AW6576  HISTORY     - 1968     GOOD             CGS
 AW6576  HISTORY     - 1987     GOOD             USPSQD
 AW6576  HISTORY     - 19931030 GOOD             USPSQD
 AW6576  HISTORY     - 20020220 GOOD             NGS
 AW6576  HISTORY     - 20040517 GOOD             USPSQD
 AW6576  HISTORY     - 20051006 GOOD             USPSQD
 AW6576
 AW6576                          STATION DESCRIPTION
 AW6576
 AW6576'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6576'STATION IS LOCATED NEAR THE S EDGE OF HOUSTON ON THE CAMPUS
 AW6576'OF RICE INSTITUTE, 139 FEET SE OF THE PHYSICS BUILDING, 139
 AW6576'FEET SW OF AN ARCH THROUGH THE ADMINISTRATION BUILDING, 20
 AW6576'FEET SE OF A GRAVEL WALK, 20 FEET NW OF A GRAVEL WALK, AND
 AW6576'16 FEET SW OF THE NE END OF A RECTANGULAR SHAPED HEDGE.  IT
 AW6576'IS STAMPED RICE 1942 AND IS SET FLUSH WITH THE GROUND.
 AW6576'
 AW6576'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 AW6576'STANDARD BRONZE DISKS SET IN CONCRETE.
 AW6576'
 AW6576'REFERENCE MARK NO. 1 IS SSW OF THE STATION AND 3 FEET NW OF
 AW6576'THE HEDGE.  IT IS STAMPED RICE NO. 1 1942 AND IS SET FLUSH
 AW6576'WITH THE SURFACE OF THE GROUND.
 AW6576'
 AW6576'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND 3 FEET SE OF
 AW6576'THE HEDGE.  IT IS STAMPED RICE NO. 2 1942 AND IS SET FLUSH
 AW6576'WITH THE SURFACE OF THE GROUND.
 AW6576'
 AW6576'THE AZIMUTH MARK IS WSW OF THE STATION AT THE SW EDGE OF THE
 AW6576'CAMPUS, 15 FEET SW OF THE CENTER LINE OF A DIRT ROAD AND 3
 AW6576'FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED RICE 1942
 AW6576'AND PROJECTS 3 INCHES.
 AW6576'
 AW6576'A 4-FOOT SIGNAL AT PORT IS VISIBLE AT 90 FEET.
 AW6576'
 AW6576'A 90-FOOT SIGNAL AT FIRE IS VISIBLE AT 90 FEET.
 AW6576'
 AW6576'A 90-FOOT SIGNAL AT HOUSTON NORTH BASE IS VISIBLE AT 90 FEET.
 AW6576'
 AW6576'A 90-FOOT SIGNAL AT HOUSTON SOUTH BASE IS VISIBLE AT 90 FEET.
 AW6576'
 AW6576'A 77-FOOT SIGNAL AT FOSTER WEST BASE (H.L. AND P.) IS VISIBLE
 AW6576'AT 90 FEET.
 AW6576'
 AW6576'A 77-FOOT SIGNAL AT BUELL IS VISIBLE AT 90 FEET.
 AW6576'
 AW6576'A 77-FOOT SIGNAL AT BELLAIRE IS VISIBLE AT 77 FEET.
 AW6576'
 AW6576'A 4-FOOT SIGNAL AT GULF (H.L. AND P.) IS VISIBLE AT 64 FEET.
 AW6576
 AW6576                          STATION RECOVERY (1951)
 AW6576
 AW6576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 AW6576'STATION WAS RECOVERED AND STATION MARK AND REFERENCE MARKS
 AW6576'1 AND 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE
 AW6576'AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
 AW6576
 AW6576                          STATION RECOVERY (1963)
 AW6576
 AW6576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6576'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 AW6576'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.
 AW6576'A NEW AZIMUTH WAS SET AT THIS TIME.  THE TO REACH IS ADEQUATE.
 AW6576'
 AW6576'THE STATION IS 23.7 FEET SOUTH-SOUTHEAST OF THE WEST HEDGE
 AW6576'ROW.  23.5 FEET NORTH-NORTHWEST OF THE EAST HEDGE ROW.  7.4
 AW6576'FEET NORTH-NORTHWEST OF THE EAST EDGE OF THE SIDE WALK.  8.5
 AW6576'FEET SOUTH-SOUTHEAST OF THE WEST EDGE OF THE SIDE WALK.
 AW6576'
 AW6576'REFERENCE MARK NO 1 IS 13.7 FEET NORTH-NORTHWEST OF THE EAST
 AW6576'HEDGE ROW.  2.3 FEET SOUTH-SOUTHEAST OF THE EAST EDGE OF THE
 AW6576'SIDE WALK.
 AW6576'
 AW6576'REFERENCE MARK NO 2 IS 13.7 FEET SOUTH-SOUTHEAST OF THE WEST
 AW6576'HEDGE ROW.  1.5 FEET NORTH-NORTHWEST OF THE WEST EDGE OF THE
 AW6576'SIDE WALK.
 AW6576'
 AW6576'AZIMUTH MARK IS A STANDARD DISK STAMPED RICE 1942 RESET 1963.
 AW6576'SET IN A DRILL HOLE IN THE MARBLE CORNER OF THE MAIN GATE.
 AW6576'IT IS 8.5 FEET EAST OF THE CENTER LINE OF THE DRIVE ENTRANCE.
 AW6576'0.5 FEET WEST OF THE CEMENT CORNER OF THE GATE.
 AW6576'
 AW6576'TO REACH THE AZIMUTH GO NORTHEASTERLY FOR ABOUT 0.3 MILE TO
 AW6576'THE MAIN GATE AND THE AZIMUTH ON THE RIGHT.
 AW6576'
 AW6576'HEIGHT OF LIGHT ABOVE STATION MARK 35.13 METERS.
 AW6576
 AW6576                          STATION RECOVERY (1968)
 AW6576
 AW6576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6576'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 AW6576'AZIMUTH MARK (RESET 1963) WERE RECOVERED IN GOOD CONDITION AND
 AW6576'AS DESCRIBED BY R.W.T. 1963.
 AW6576'
 AW6576'NOTE--THE STATION MARK IS LOCATED UNDER A 20-INCH SQUARE
 AW6576'IRON LID THAT HAS ALAMO IRON WORKS IN RAISED LETTERS ON
 AW6576'THE TOP.  R.M. 1 TO R.M. 2 IS 19.73 FEET OR 6.012 METERS.
 AW6576'
 AW6576'HEIGHT OF LIGHT ABOVE STATION MARK 114.6 FEET.
 AW6576
 AW6576                          STATION RECOVERY (1987)
 AW6576
 AW6576'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6576'RECOVERED IN GOOD CONDITION.
 AW6576
 AW6576                          STATION RECOVERY (1993)
 AW6576
 AW6576'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6576'RECOVERED IN GOOD CONDITION.
 AW6576
 AW6576                          STATION RECOVERY (2002)
 AW6576
 AW6576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AW6576'STATION, RM 1, RM 2 AND AZ MK ALL RECOVERED IN GOOD CONDITION.  ADMIN
 AW6576'BLDG. IS LOVETT HALL.  IRON LID REPLACED WITH ONE WITH PUNCHED HOLES
 AW6576'IN FORM OF AN R AND CIRCLE.  FROM 1963 DESCRIPTION REPLACE WEST WITH
 AW6576'NNW AND EAST WITH SSE.  RMS ARE 0.07 M BELOW GRASS LEVEL AND NEXT TO
 AW6576'CHISELED SQUARE ON SIDEWALK.  AZ MK SET IN GRANITE, NOT MARBLE.
 AW6576
 AW6576                          STATION RECOVERY (2004)
 AW6576
 AW6576'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6576'RM 1 AND 2 IN GOOD CONDITION.
 AW6576
 AW6576                          STATION RECOVERY (2005)
 AW6576
 AW6576'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6576'FOUND AS DESCRIBED.
 AW6576'R1 FOUND 3 INCHES BELOW GROUND.
 AW6576'R2 FOUND AT GRADE LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2678 ***********************************************************************
 CS2678  DESIGNATION -  RICE
 CS2678  PID         -  CS2678
 CS2678  STATE/COUNTY-  TX/ELLIS
 CS2678  USGS QUAD   -  ENNIS EAST (1978)
 CS2678
 CS2678                         *CURRENT SURVEY CONTROL
 CS2678  ___________________________________________________________________
 CS2678* NAD 83(1993)-  32 16 02.58361(N)    096 30 32.23901(W)     ADJUSTED  
 CS2678* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 CS2678  ___________________________________________________________________
 CS2678  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CS2678  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CS2678
 CS2678  HORZ ORDER  -  SECOND
 CS2678
 CS2678.The horizontal coordinates were established by classical geodetic methods
 CS2678.and adjusted by the National Geodetic Survey in February 1996..
 CS2678
 CS2678.The orthometric height was scaled from a topographic map.
 CS2678
 CS2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2678
 CS2678.The geoid height was determined by GEOID03.
 CS2678
 CS2678;                    North         East     Units Scale Factor Converg.
 CS2678;SPC TXNC     - 2,068,392.532   787,574.345   MT  0.99996557   +1 05 09.3
 CS2678;SPC TXNC     - 6,786,051.17  2,583,900.16   sFT  0.99996557   +1 05 09.3
 CS2678;UTM  14      - 3,572,798.022   734,639.125   MT  1.00027899   +1 19 49.8
 CS2678
 CS2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2678!SPC TXNC     -   0.99998126  x   0.99996557  =   0.99994683
 CS2678!UTM  14      -   0.99998126  x   1.00027899  =   1.00026024
 CS2678
 CS2678|---------------------------------------------------------------------|
 CS2678| PID    Reference Object                     Distance      Geod. Az  |
 CS2678|                                                           dddmmss.s |
 CS2678| CY2996 RICE RM 1                            29.137 METERS 15544     |
 CS2678| CS2656 RICE METHODIST EPISCOPAL CH         APPROX. 2.7 KM 1593524.1 |
 CS2678| CS2658 RICE FORTUNE GIN CO WATER TANK      APPROX. 2.6 KM 1614047.0 |
 CS2678| CY2997 RICE RM 2                            31.873 METERS 24653     |
 CS2678| CY2995 RICE AZ MK                                         3200915.9 |
 CS2678|---------------------------------------------------------------------|
 CS2678
 CS2678                          SUPERSEDED SURVEY CONTROL
 CS2678
 CS2678  NAD 83(1986)-  32 16 02.59132(N)    096 30 32.22071(W) AD(       ) 2
 CS2678  NAD 27      -  32 16 02.06300(N)    096 30 31.27100(W) AD(       ) 2
 CS2678
 CS2678.Superseded values are not recommended for survey control.
 CS2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2678.See file dsdata.txt to determine how the superseded data were derived.
 CS2678
 CS2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3463972798(NAD 83)
 CS2678_MARKER: DS = TRIANGULATION STATION DISK
 CS2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2678
 CS2678  HISTORY     - Date     Condition        Report By
 CS2678  HISTORY     - 1947     MONUMENTED       CGS
 CS2678  HISTORY     - 1949     GOOD             CGS
 CS2678
 CS2678                          STATION DESCRIPTION
 CS2678
 CS2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2678'LOCATED 1.75 MILES NORTH OF RICE, 0.1 MILE SOUTH OF THE POINT
 CS2678'WHERE THE HIGHWAY TURNS NORTHWEST, 53.5 FEET EAST OF THE CENTER
 CS2678'OF U.S. HIGHWAY NO. 75 AND 6 FEET WEST OF A CONCRETE RIGHT-OF-WAY
 CS2678'MARKER.  IT IS STAMPED RICE 1947 AND PROJECTS 2 INCHES.
 CS2678'
 CS2678'REFERENCE MARK NO. 1 IS 54 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 CS2678'NO. 75.  IT IS STAMPED RICE NO 1 1947 AND PROJECTS 8 INCHES.
 CS2678'
 CS2678'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 CS2678'NO. 75.  IT IS STAMPED RICE NO 2 1947 AND PROJECTS 4 INCHES.
 CS2678'
 CS2678'THE AZIMUTH MARK IS 17 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 CS2678'NO. 75 AND 4 INCHES SOUTHEAST OF THE NORTHWEST EDGE OF A CONCRETE
 CS2678'CULVERT.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 CS2678'CULVERT.  IT IS STAMPED RICE 1947.
 CS2678'
 CS2678'TO REACH THE STATION FROM THE TEXACO SERVICE STATION IN RICE,
 CS2678'GO NORTH ON U.S. HIGHWAY NO. 75 FOR 1.75 MILE TO THE STATION
 CS2678'ON THE RIGHT.
 CS2678'
 CS2678'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON
 CS2678'U.S. HIGHWAY NO. 75 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 CS2678'
 CS2678'AN 87 FOOT SIGNAL AT ALMA IS VISIBLE FROM THE GROUND
 CS2678'
 CS2678'A 74 FOOT SIGNAL AT TELICO IS VISIBLE FROM THE GROUND.
 CS2678'
 CS2678'A 100 FOOT SIGNAL AT GRAY IS VISIBLE FROM THE GROUND.
 CS2678'
 CS2678'A 100 FOOT SIGNAL AT CARL IS VISIBLE FROM THE GROUND.
 CS2678'
 CS2678'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2678
 CS2678                          STATION RECOVERY (1949)
 CS2678
 CS2678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2678'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 CS2678'BE IN GOOD CONDITION.  THE 1947 DESCRIPTION BY C.A.G. IS ADEQUATE.
 CS2678'
 CS2678'OBSERVATIONS FROM A 77 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0898 ***********************************************************************
 BP0898  DESIGNATION -  RICE
 BP0898  PID         -  BP0898
 BP0898  STATE/COUNTY-  TX/PECOS
 BP0898  USGS QUAD   -  DEEP WELL RANCH NW (1970)
 BP0898
 BP0898                         *CURRENT SURVEY CONTROL
 BP0898  ___________________________________________________________________
 BP0898* NAD 83(1993)-  30 55 34.42009(N)    103 23 18.46353(W)     ADJUSTED  
 BP0898* NAVD 88     -      1043.1    (meters)    3422.     (feet)  VERTCON   
 BP0898  ___________________________________________________________________
 BP0898  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 BP0898  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BP0898
 BP0898  HORZ ORDER  -  FIRST
 BP0898
 BP0898.The horizontal coordinates were established by classical geodetic methods
 BP0898.and adjusted by the National Geodetic Survey in February 1996..
 BP0898
 BP0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0898
 BP0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0898
 BP0898.The geoid height was determined by GEOID03.
 BP0898
 BP0898;                    North         East     Units Scale Factor Converg.
 BP0898;SPC TX C     - 3,143,637.574   408,068.786   MT  0.99988260   -1 34 24.9
 BP0898;SPC TX C     -10,313,750.94  1,338,805.68   sFT  0.99988260   -1 34 24.9
 BP0898;UTM  13      - 3,422,539.225   653,975.135   MT  0.99989245   +0 49 42.2
 BP0898
 BP0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0898!SPC TX C     -   0.99983984  x   0.99988260  =   0.99972246
 BP0898!UTM  13      -   0.99983984  x   0.99989245  =   0.99973231
 BP0898
 BP0898:                Primary Azimuth Mark                     Grid Az
 BP0898:SPC TX C     -  RICE AZ MK                               051 27 25.4
 BP0898:UTM  13      -  RICE AZ MK                               049 03 18.3
 BP0898
 BP0898|---------------------------------------------------------------------|
 BP0898| PID    Reference Object                     Distance      Geod. Az  |
 BP0898|                                                           dddmmss.s |
 BP0898| CI0306 RICE AZ MK                                         0495300.5 |
 BP0898| CI0307 RICE RM 1                            20.010 METERS 13104     |
 BP0898| CI0308 RICE RM 2                            16.385 METERS 24309     |
 BP0898|---------------------------------------------------------------------|
 BP0898
 BP0898                          SUPERSEDED SURVEY CONTROL
 BP0898
 BP0898  NAD 83(1986)-  30 55 34.42467(N)    103 23 18.45774(W) AD(       ) 1
 BP0898  NAD 27      -  30 55 33.87400(N)    103 23 16.84300(W) AD(       ) 1
 BP0898  NGVD 29 (07/19/86) 1042.8    (m)         3421.     (f) VERT ANG       
 BP0898
 BP0898.Superseded values are not recommended for survey control.
 BP0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0898.See file dsdata.txt to determine how the superseded data were derived.
 BP0898
 BP0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ5397522539(NAD 83)
 BP0898_MARKER: DS = TRIANGULATION STATION DISK
 BP0898_SETTING: 66 = SET IN ROCK OUTCROP
 BP0898
 BP0898  HISTORY     - Date     Condition        Report By
 BP0898  HISTORY     - 1935     MONUMENTED       CGS
 BP0898  HISTORY     - 1943     GOOD             CGS
 BP0898  HISTORY     - 1968     GOOD             CGS
 BP0898
 BP0898                          STATION DESCRIPTION
 BP0898
 BP0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0898'THE STATION IS LOCATED ABOUT 30 MILES WEST OF FT. STOCKTON,
 BP0898'1-1/2 MILES SOUTH OF HIGHWAY U.S. 290 AND 3/4 MILES WEST OF THE
 BP0898'ALPINE SHORTCUT BLADED ROAD.  IT IS ON THE NORTHWEST CORNER
 BP0898'OF THE HIGHEST AND MOST NORTHEASTERLY OF A RANGE OF BREAKS.
 BP0898'
 BP0898'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE ROCK AND
 BP0898'IS 32 FT SOUTH OF THE NORTH EDGE OF MESA OR BREAK.  THE MESA
 BP0898'ON WHICH THE STATION IS LOCATED IS COMPARATIVELY FLAT AND IS
 BP0898'COVERED WITH A HEAVY GROWTH OF CACTUS.
 BP0898'
 BP0898'R.M. 1 IS FLUSH WITH THE SURFACE OF THE ROCK AND IS SOUTHEAST
 BP0898'OF THE STATION.  IT IS 33 FT SOUTH OF THE NORTH RIM OF THE
 BP0898'MESA.
 BP0898'
 BP0898'R.M. 2 IS FLUSH WITH THE SURFACE OF THE ROCK AND IS SOUTHWEST
 BP0898'OF THE STATION.  IT IS 72 FT SOUTH OF THE NORTH RIM OF THE
 BP0898'MESA.
 BP0898'
 BP0898'THE AZIMUTH MARK PROJECTS 6 IN AND IS NORTHEAST OF THE STATION.
 BP0898'IT IS ON THE EAST SIDE OF THE NORTH-AND-SOUTH ALPINE BLADED
 BP0898'ROAD AND IS AT A POINT 29 FT EAST OF THE CENTERLINE OF THE
 BP0898'ABOVE ROAD, 0.8 MILES SOUTH OF HIGHWAY U.S. 290 AND IS EAST
 BP0898'OF THE POINT WHERE A TRACK ROAD BRANCHES OFF THE MAIN ROAD AND
 BP0898'GOES SOUTHWEST TO THE FOOT OF THE MESA ON WHICH THE STATION IS
 BP0898'LOCATED.
 BP0898'
 BP0898'A 4 FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 BP0898'
 BP0898'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS U.S.
 BP0898'290 AND TEXAS 27, 1/2 MILE NORTHWEST OF FT. STOCKTON GO WEST
 BP0898'ON U.S. 290, 29 MILES TO A CATTLE GUARD AND SIGN, ALPINE 53,
 BP0898'HOVEY 25 ON THE LEFT SIDE OF THE HIGHWAY.  (THERE IS A GREEN
 BP0898'TAR PAPER-COVERED SHACK ABOUT 30 YARDS EAST OF THIS GUARD.)
 BP0898'HERE LEAVE U.S. 290, TURN LEFT, PASS OVER GUARD, AND GO SOUTH ON
 BP0898'BLADED ROAD 0.8 MILES TO A TRACK ROAD ON THE RIGHT SIDE
 BP0898'OF THE ROAD.  (THIS POINT IS A 100 YARDS SOUTHEAST OF A LONE
 BP0898'BUTTE ON THE WEST SIDE OF THE ROAD.  ALSO THE AZIMUTH MARK IS
 BP0898'ON THE EAST SIDE OF THE ROAD AT THIS POINT.) HERE LEAVE MAIN
 BP0898'ROAD, TURN HALF-RIGHT AND GO SOUTHWEST ON TRACK ROAD 1.2 MILES
 BP0898'TO SITE OF ABANDONED OIL WELL AT FOOT OF MESA.  END OF
 BP0898'TRUCK TRAVEL.  FROM THIS POINT PACK EAST UP STEEP BANK TO TOP OF
 BP0898'MESA AND STATION.  A 5 MINUTE PACK.
 BP0898
 BP0898                          STATION RECOVERY (1943)
 BP0898
 BP0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0898'STATION IS LOCATED BY AIRLINE DISTANCE ABOUT 30 MILES WEST OF FT.
 BP0898'STOCKTON, 23 MILES EAST OF BALMORHEA, AND 35 MILES SOUTH-SOUTHEAST
 BP0898'OF PECOS.  1-1/2 MILES SOUTH OF U.S. HIGHWAY 290.  IT IS ON
 BP0898'THE NORTHWEST CORNER OF THE HIGHEST AND MOST NORTHEASTERLY OF A
 BP0898'RANGE OF MESAS.
 BP0898'
 BP0898'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 285, ABOUT
 BP0898'100 YARDS SOUTHWEST OF THE RAILROAD STATION IN FT. STOCKTON,
 BP0898'GO WEST ON U.S. 290 FOR 30.2 MILES TO A BLADED ROAD LEADING
 BP0898'SOUTH ACROSS A CATTLE GUARD AT SIGNS HOVEY 25, ALPINE 53.  TURN
 BP0898'LEFT AND FOLLOW BLADED ROAD SOUTH 1.8 MILES.  THEN TURN RIGHT
 BP0898'AND GO WEST ON BLADED ROAD 0.25 MILE TO END OF TRUCK TRAVEL AT
 BP0898'WINDMILL AND CORRALS.  FROM HERE THE STATION IS ON THE
 BP0898'NORTHEAST EDGE OF THE FIRST MESA ABOUT 1/2 MILE NORTHWEST.
 BP0898'PASS THROUGH TWO GATES AND FOLLOW TRACK ROAD NORTHWESTERLY TO
 BP0898'BASE OF THIS MESA, THEN PACK UP THE SLOPE TO THE TOP, THENCE
 BP0898'ACROSS THE NORTH EDGE TO THE STATION.  A TEN MINUTE PACK.
 BP0898'
 BP0898'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 BP0898'STAMPED RICE 1935, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 BP0898'BEDROCK.
 BP0898'
 BP0898'R.M. 1 IS SOUTHEAST OF THE STATION, A STANDARD REFERENCE MARK
 BP0898'DISK, STAMPED RICE NO 1 1943, CEMENTED IN A DRILL HOLE IN BEDROCK.
 BP0898'
 BP0898'R.M. NO. 2 IS SOUTHWEST OF THE STATION.  A STANDARD REFERENCE
 BP0898'MARK DISK STAMPED RICE NO 2 1943, CEMENTED IN A DRILL HOLE
 BP0898'IN BEDROCK.  IT IS ABOUT 70 FEET SOUTH OF THE NORTH RIM OF THE
 BP0898'MESA.
 BP0898'
 BP0898'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK, AS THIS STATION
 BP0898'WAS NOT OCCUPIED.
 BP0898'
 BP0898'THE DISTANCES AND DIRECTIONS TO THE REFERENCE AND AZIMUTH MARKS
 BP0898'WERE NOT CHECKED.
 BP0898
 BP0898                          STATION RECOVERY (1968)
 BP0898
 BP0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0898'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BP0898'REOCVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE TO THE
 BP0898'REFERENCE MARKS COMPARED WITH THE 1935 OBSERVATIONS.  DUE TO CHANGES
 BP0898'IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 BP0898'
 BP0898'THE STATION IS LOCATED ABOUT 30 MILES WEST OF FT. STOCKTON, 1-1/2
 BP0898'MILES
 BP0898'SOUTH OF U.S. HIGHWAY 290 ON THE NORTHEAST CORNER OF THE MOST EASTERLY
 BP0898'OF A GROUP OF HIGH MESAS, AND ON PROPERTY OWNED BY MR. HENRY WILBANKS.
 BP0898'
 BP0898'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67, 285 AND
 BP0898'290 AT THE WEST EDGE OF FT. STOCKTON GO WEST ON U.S. HIGHWAYS 67
 BP0898'AND 290 FOR 9.2 MILES TO WHERE U.S. HIGHWAY 67 TURNS SOUTH.  CONTINUE
 BP0898'AHEAD ON U.S. HIGHWAY 290 FOR 13.3 MILES TO A SIDE ROAD RIGHT AND
 BP0898'SIGN, MENDEL ROAD.  CONTINUE AHEAD WEST ON THE HIGHWAY FOR 6.1 MILES
 BP0898'TO A SIDE ROAD LEFT AND SIGN, HOVEY ROAD.  TURN LEFT AS PER SIGN
 BP0898'AND GO SOUTH ON THE GRADED ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON
 BP0898'THE LEFT.  CONTINUE AHEAD SOUTH ON THE GRADED ROAD FOR 0.55 MILE TO
 BP0898'A CROSSROAD.  TURN RIGHT AND GO WEST ON THE GRADED ROAD FOR 1.0 MILES
 BP0898'TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 BP0898'SOUTH FOR 0.2 MILE TO
 BP0898'THE BASE OF THE MESA, A SADDLE AND THE END OF TRUCK TRAVEL.  PACK
 BP0898'SOUTH TO THE TOP OF THE SADDLE THENCE EAST TO THE NORTHEAST CORNER
 BP0898'OF THE MESA AND THE STATION.  A 10 MINUTE PACK.
 BP0898'
 BP0898'THE STATION MARK IS A STANDARD DISK STAMPED RICE 1935, CEMENTED IN A
 BP0898'DRILL HOLE IN OUTCROPPING BEDROCK AND PROJECTS 2 INCHES ABOVE THE
 BP0898'GROUND SURFACE.  IT IS 31 FEET SOUTH OF THE NORTH EDGE OF THE MESA.
 BP0898'
 BP0898'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RICE NO 1 1935, CEMENTED
 BP0898'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH THE GROUND
 BP0898'SURFACE.  IT IS 37 FEET SOUTH OF THE NORTH EDGE OF THE MESA.
 BP0898'
 BP0898'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RICE NO 2 1935, CEMENTED
 BP0898'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH THE GROUND
 BP0898'SURFACE.  IT IS 75 FEET SOUTH OF THE NORTH EDGE OF THE MESA.
 BP0898'
 BP0898'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED RICE
 BP0898'1935 AZIMUTH, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BP0898'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BP0898'45 FEET EAST OF THE CENTER OF THE GRADED ROAD.
 BP0898'
 BP0898'THE DISTANCE FROM RM 1 TO RM 2 WAS NOT MEASURED DUE TO HEAVY
 BP0898'GROWTH OF CACTUS.
 BP0898'
 BP0898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES WEST OF
 BP0898'FT. STOCKTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2658 ***********************************************************************
 CS2658  DESIGNATION -  RICE FORTUNE GIN CO WATER TANK
 CS2658  PID         -  CS2658
 CS2658  STATE/COUNTY-  TX/NAVARRO
 CS2658  USGS QUAD   -  CHATFIELD (1961)
 CS2658
 CS2658                         *CURRENT SURVEY CONTROL
 CS2658  ___________________________________________________________________
 CS2658* NAD 83(1993)-  32 14 41.42115(N)    096 30 00.61771(W)     ADJUSTED  
 CS2658* NAVD 88     -                                                        
 CS2658  ___________________________________________________________________
 CS2658  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CS2658  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CS2658
 CS2658  HORZ ORDER  -  THIRD
 CS2658
 CS2658.The horizontal coordinates were established by classical geodetic methods
 CS2658.and adjusted by the National Geodetic Survey in February 1996..
 CS2658
 CS2658
 CS2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2658
 CS2658.The geoid height was determined by GEOID03.
 CS2658
 CS2658;                    North         East     Units Scale Factor Converg.
 CS2658;SPC TXNC     - 2,065,908.723   788,449.336   MT  0.99997098   +1 05 26.5
 CS2658;SPC TXNC     - 6,777,902.20  2,586,770.86   sFT  0.99997098   +1 05 26.5
 CS2658;UTM  14      - 3,570,317.188   735,524.968   MT  1.00028413   +1 20 03.7
 CS2658
 CS2658                          SUPERSEDED SURVEY CONTROL
 CS2658
 CS2658  NAD 83(1986)-  32 14 41.42825(N)    096 30 00.59923(W) AD(       ) 4
 CS2658  NAD 27      -  32 14 40.90000(N)    096 29 59.65000(W) AD(       ) 3
 CS2658
 CS2658.Superseded values are not recommended for survey control.
 CS2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2658.See file dsdata.txt to determine how the superseded data were derived.
 CS2658
 CS2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3552570317(NAD 83)
 CS2658_MARKER: 51 = TANK
 CS2658
 CS2658  HISTORY     - Date     Condition        Report By
 CS2658  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2658
 CS2658                          STATION DESCRIPTION
 CS2658
 CS2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2658'IT IS LOCATED NEAR THE NORTHWEST EDGE OF THE VILLAGE OF RICE,
 CS2658'0.25 MILE WEST OF U.S. HIGHWAY 75, 0.1 MILE EAST OF THE
 CS2658'RAILROAD TRACK AND 150 FEET EAST OF THE FORTUNE GIN COMPANY
 CS2658'BUILDING.  IT IS A SMALL METAL TANK, PAINTED SILVER, AND
 CS2658'IS SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE.  ITS OVER-ALL
 CS2658'HEIGHT IS ABOUT 75 FEET.  THE CENTER OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2656 ***********************************************************************
 CS2656  DESIGNATION -  RICE METHODIST EPISCOPAL CH
 CS2656  PID         -  CS2656
 CS2656  STATE/COUNTY-  TX/NAVARRO
 CS2656  USGS QUAD   -  CHATFIELD (1961)
 CS2656
 CS2656                         *CURRENT SURVEY CONTROL
 CS2656  ___________________________________________________________________
 CS2656* NAD 83(1993)-  32 14 41.06712(N)    096 29 56.54891(W)     ADJUSTED  
 CS2656* NAVD 88     -                                                        
 CS2656  ___________________________________________________________________
 CS2656  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 CS2656  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS2656
 CS2656  HORZ ORDER  -  THIRD
 CS2656
 CS2656.The horizontal coordinates were established by classical geodetic methods
 CS2656.and adjusted by the National Geodetic Survey in February 1996..
 CS2656
 CS2656
 CS2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2656
 CS2656.The geoid height was determined by GEOID03.
 CS2656
 CS2656;                    North         East     Units Scale Factor Converg.
 CS2656;SPC TXNC     - 2,065,899.848   788,556.034   MT  0.99997101   +1 05 28.7
 CS2656;SPC TXNC     - 6,777,873.08  2,587,120.92   sFT  0.99997101   +1 05 28.7
 CS2656;UTM  14      - 3,570,308.764   735,631.737   MT  1.00028475   +1 20 05.9
 CS2656
 CS2656                          SUPERSEDED SURVEY CONTROL
 CS2656
 CS2656  NAD 83(1986)-  32 14 41.07426(N)    096 29 56.53038(W) AD(       ) 4
 CS2656  NAD 27      -  32 14 40.54000(N)    096 29 55.58000(W) AD(       ) 3
 CS2656
 CS2656.Superseded values are not recommended for survey control.
 CS2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2656.See file dsdata.txt to determine how the superseded data were derived.
 CS2656
 CS2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3563270309(NAD 83)
 CS2656_MARKER: 87 = DOME
 CS2656
 CS2656  HISTORY     - Date     Condition        Report By
 CS2656  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2656
 CS2656                          STATION DESCRIPTION
 CS2656
 CS2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2656'IT IS LOCATED NEAR THE CENTER OF THE VILLAGE OF RICE, 0.2
 CS2656'MILE WEST OF U.S. HIGHWAY NO. 75 AND 0.15 MILE EAST OF THE
 CS2656'RAILROAD.
 CS2656'
 CS2656'THE POINT OBSERVED WAS THE BALL AT THE APEX OF THE DOME.
 CS2656'THE OVER ALL HEIGHT IS ABOUT 70 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1021 ***********************************************************************
 CA1021  DESIGNATION -  RICH
 CA1021  PID         -  CA1021
 CA1021  STATE/COUNTY-  TX/SAN SABA
 CA1021  USGS QUAD   -  RICHLAND SPRINGS (1979)
 CA1021
 CA1021                         *CURRENT SURVEY CONTROL
 CA1021  ___________________________________________________________________
 CA1021* NAD 83(1993)-  31 19 59.81150(N)    098 56 04.29533(W)     ADJUSTED  
 CA1021* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 CA1021  ___________________________________________________________________
 CA1021  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CA1021  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CA1021
 CA1021  HORZ ORDER  -  THIRD
 CA1021
 CA1021.The horizontal coordinates were established by classical geodetic methods
 CA1021.and adjusted by the National Geodetic Survey in February 1996..
 CA1021
 CA1021.The orthometric height was scaled from a topographic map.
 CA1021
 CA1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1021
 CA1021.The geoid height was determined by GEOID03.
 CA1021
 CA1021;                    North         East     Units Scale Factor Converg.
 CA1021;SPC TX C     - 3,185,590.967   833,108.113   MT  0.99989846   +0 43 13.7
 CA1021;SPC TX C     -10,451,393.03  2,733,288.87   sFT  0.99989846   +0 43 13.7
 CA1021;UTM  14      - 3,466,540.643   506,228.655   MT  0.99960048   +0 02 02.6
 CA1021
 CA1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1021!SPC TX C     -   0.99993319  x   0.99989846  =   0.99983166
 CA1021!UTM  14      -   0.99993319  x   0.99960048  =   0.99953370
 CA1021
 CA1021:                Primary Azimuth Mark                     Grid Az
 CA1021:SPC TX C     -  ADAMS                                    264 09 10.7
 CA1021:UTM  14      -  ADAMS                                    264 50 21.8
 CA1021
 CA1021|---------------------------------------------------------------------|
 CA1021| PID    Reference Object                     Distance      Geod. Az  |
 CA1021|                                                           dddmmss.s |
 CA1021| CA1083 ADAMS                               APPROX.13.0 KM 2645224.4 |
 CA1021|---------------------------------------------------------------------|
 CA1021
 CA1021                          SUPERSEDED SURVEY CONTROL
 CA1021
 CA1021  NAD 83(1986)-  31 19 59.82115(N)    098 56 04.27985(W) AD(       ) 3
 CA1021  NAD 27      -  31 19 59.22658(N)    098 56 03.09584(W) AD(       ) 3
 CA1021
 CA1021.Superseded values are not recommended for survey control.
 CA1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1021.See file dsdata.txt to determine how the superseded data were derived.
 CA1021
 CA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV0622966541(NAD 83)
 CA1021_MARKER: DD = SURVEY DISK
 CA1021_SETTING: 80 = SET IN A BOULDER
 CA1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1021+STABILITY: SURFACE MOTION
 CA1021
 CA1021  HISTORY     - Date     Condition        Report By
 CA1021  HISTORY     - 1947     MONUMENTED       USGS
 CA1021
 CA1021                          STATION DESCRIPTION
 CA1021
 CA1021'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1021'STATION IS ON PROPERTY OWNED AND RESIDED ON BY MRS. ERNA TERRY,
 CA1021'RICHLAND SPRINGS, 4.0 MI. N. OF, SKEETERVILLE, 2.5 MI. SE. OF, AND
 CA1021'LOCKER, 4.0 MI. SW. OF, 0.45 MI. S. OF MRS. TERRYS FARMHOUSE, NEAR THE
 CA1021'SUMMIT AT INTERSECTION OF N-S. AND E-W. WOODED RIDGE, 135 FT. N. AND
 CA1021'345 FT. W. FROM CENTER OF WIRE GATE IN E. FENCE OF PASTURE.
 CA1021'
 CA1021'STATION MARK--STANDARD TABLET STAMPED ---RICH 1947---, IN LARGE
 CA1021'BOULDER PROJECTING 8 IN.
 CA1021'
 CA1021'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, IN ROCK OUTCROP,
 CA1021'339.90 FT. FROM STATION, N 83 DEG 06 MIN W.
 CA1021'
 CA1021'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, IN ROCK OUTCROP,
 CA1021'333.40 FT. FROM STATION, N 66 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6965 ***********************************************************************
 AW6965  DESIGNATION -  RICH
 AW6965  PID         -  AW6965
 AW6965  STATE/COUNTY-  TX/FORT BEND
 AW6965  USGS QUAD   -  RICHMOND (1980)
 AW6965
 AW6965                         *CURRENT SURVEY CONTROL
 AW6965  ___________________________________________________________________
 AW6965* NAD 83(1993)-  29 34 38.40925(N)    095 45 52.89782(W)     ADJUSTED  
 AW6965* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 AW6965  ___________________________________________________________________
 AW6965  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6965  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW6965
 AW6965  HORZ ORDER  -  SECOND
 AW6965
 AW6965.The horizontal coordinates were established by classical geodetic methods
 AW6965.and adjusted by the National Geodetic Survey in February 1996..
 AW6965
 AW6965.The orthometric height was scaled from a topographic map.
 AW6965
 AW6965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6965
 AW6965.The geoid height was determined by GEOID03.
 AW6965
 AW6965;                    North         East     Units Scale Factor Converg.
 AW6965;SPC TXSC     - 4,197,617.161   913,396.929   MT  0.99987216   +1 35 06.1
 AW6965;SPC TXSC     -13,771,682.30  2,996,703.09   sFT  0.99987216   +1 35 06.1
 AW6965;UTM  15      - 3,275,143.288   232,175.314   MT  1.00048516   -1 21 55.7
 AW6965
 AW6965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6965!SPC TXSC     -   1.00000005  x   0.99987216  =   0.99987221
 AW6965!UTM  15      -   1.00000005  x   1.00048516  =   1.00048521
 AW6965
 AW6965:                Primary Azimuth Mark                     Grid Az
 AW6965:SPC TXSC     -  RICHMOND MUNICIPAL TANK                  017 46 24.1
 AW6965:UTM  15      -  RICHMOND MUNICIPAL TANK                  020 43 25.9
 AW6965
 AW6965|---------------------------------------------------------------------|
 AW6965| PID    Reference Object                     Distance      Geod. Az  |
 AW6965|                                                           dddmmss.s |
 AW6965| AW6964 RICHMOND MUNICIPAL TANK             APPROX. 0.7 KM 0192130.2 |
 AW6965| AW6973 RICHMOND FT BEND CTHSE STATUE       APPROX. 0.6 KM 0312811.9 |
 AW6965| CV6720 RICH AZ MK                                         0640958.4 |
 AW6965| AW6956 CENTRAL HARLEM STATE FARM TANK      APPROX.10.7 KM 0663916.0 |
 AW6965| CV6721 RICH RM 1                            26.396 METERS 06815     |
 AW6965| AW6952 SUGAR LAND IMPERIAL SUGAR W TK      APPROX.13.5 KM 0683456.7 |
 AW6965| AW6953 SUGAR LAND IMPERIAL SUGAR TK        APPROX.13.6 KM 0684415.8 |
 AW6965| AW6955 CRABB RICHMOND RICE ASSN TANK       APPROX. 6.7 KM 1303239.2 |
 AW6965| CV6722 RICH RM 2                            32.665 METERS 16604     |
 AW6965| AW6851 CORPUS CHRISTI HOUST AWY BN 14      APPROX.33.7 KM 1705733.2 |
 AW6965| AW6972 ROSENBERG TRKLINE GAS CO MAST       APPROX. 7.8 KM 2121520.1 |
 AW6965| AW6968 ROSENBERG RADIO STA KFRD MAST       APPROX. 3.3 KM 2144007.0 |
 AW6965| AW6971 RICHMOND COTTON OIL CO TANK         APPROX. 0.8 KM 2694016.7 |
 AW6965| AW4762 RICHMOND MAGNETIC STATION            27.784 METERS 31946     |
 AW6965|---------------------------------------------------------------------|
 AW6965
 AW6965                          SUPERSEDED SURVEY CONTROL
 AW6965
 AW6965  NAD 83(1986)-  29 34 38.42318(N)    095 45 52.88051(W) AD(       ) 2
 AW6965  NAD 27      -  29 34 37.56811(N)    095 45 52.05915(W) AD(       ) 2
 AW6965
 AW6965.Superseded values are not recommended for survey control.
 AW6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6965.See file dsdata.txt to determine how the superseded data were derived.
 AW6965
 AW6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3217575143(NAD 83)
 AW6965_MARKER: DS = TRIANGULATION STATION DISK
 AW6965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6965
 AW6965  HISTORY     - Date     Condition        Report By
 AW6965  HISTORY     - 1952     MONUMENTED       CGS
 AW6965  HISTORY     - 1974     GOOD             NGS
 AW6965  HISTORY     - 19950108 GOOD             USPSQD
 AW6965  HISTORY     - 19991120 GOOD             USPSQD
 AW6965
 AW6965                          STATION DESCRIPTION
 AW6965
 AW6965'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6965'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF THE CITY
 AW6965'OF RICHMOND, IN THE NORTHWEST CORNER OF A VACANT LOT AND
 AW6965'ACROSS THE STREET SOUTH OF THE SCHOOLHOUSE.  IT IS 41 FEET
 AW6965'EAST OF THE CENTER OF AN ALLEY, 31 FEET SOUTH OF THE CENTER
 AW6965'OF FORT STREET AND 15 FEET SOUTHWEST OF A HIGH POLE.  IT
 AW6965'IS STAMPED RICH 1952 AND IS SET FLUSH.
 AW6965'
 AW6965'REFERENCE MARK NO. 1 IS 74 FEET SOUTH OF THE SOUTH SIDE
 AW6965'OF THE JANE LONG SCHOOL BUILDING, 17 FEET SOUTH OF THE CENTER
 AW6965'OF FORT STREET AND 6 INCHES WEST OF A HIGH POLE.  IT IS
 AW6965'STAMPED RICH NO 1 1952 AND IS SET FLUSH.
 AW6965'
 AW6965'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE CENTER OF AN
 AW6965'ALLEY AND 6 INCHES NORTH OF A HIGH POLE.  IT IS STAMPED
 AW6965'RICH NO 2 1952 AND IS SET FLUSH.
 AW6965'
 AW6965'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 AW6965'MARK NO. 2 IS 146.5 FEET.
 AW6965'
 AW6965'THE AZIMUTH MARK IS LOCATED IN THE NORTHWEST ANGLE OF THE
 AW6965'INTERSECTION OF FORT STREET AND S FIFTH STREET.  IT IS 26
 AW6965'FEET NORTH OF THE CENTER OF FORT STREET, 24 FEET WEST OF
 AW6965'THE CENTER OF S FIFTH STREET AND JUST SOUTHEAST OF A POWERLINE
 AW6965'POLE.  IT IS STAMPED RICH 1952 AND IS SET FLUSH.
 AW6965'
 AW6965'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AW6965'RICHMOND MAGNETIC 1935.  IT IS 65 FEET SOUTHWEST OF THE
 AW6965'SOUTHWEST CORNER OF THE JANE LONG SCHOOL BUILDING, 65 FEET
 AW6965'NORTH OF THE CENTER OF FORT STREET AND 48 FEET NORTHEAST
 AW6965'OF A 16 INCH OAK TREE.  IT IS STAMPED RICHMOND MAGNETIC
 AW6965'1935 AND IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 AW6965'
 AW6965'TO REACH THE STATION FROM THE COURTHOUSE IN RICHMOND, GO
 AW6965'WEST ON U.S. HIGHWAYS 59 AND 90A FOR 0.35 MILE TO FARM ROAD
 AW6965'762.  TURN LEFT AND GO SOUTH ON FARM ROAD 762 FOR 0.15 MILE
 AW6965'TO FORT STREET, TURN LEFT AND GO EAST ON FORT STREET FOR
 AW6965'0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW6965'
 AW6965'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FORT
 AW6965'STREET FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 AW6965'DESCRIBED.
 AW6965
 AW6965                          STATION RECOVERY (1974)
 AW6965
 AW6965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AW6965'THE STATION MARK, AZIMUTH MARK, AND STATION MARK RICHMOND
 AW6965'MAGNETIC WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 AW6965'NO. 1 APPEARED TO BE IN GOOD CONDITION, BUT A DIFFERENCE
 AW6965'OF +0.018 METERS WAS FOUND IN THE DISTANCE.  REFERENCE MARK
 AW6965'NO. 2 IS SOLID, BUT APPEARS TO BE TILTED SLIGHTLY AWAY FROM
 AW6965'THE STATION AND A DIFFERENCE OF +0.037 WAS FOUND IN THE
 AW6965'DISTANCE.  THE HORIZONTAL ANGLES BETWEEN THE MARKS CHECKED.
 AW6965'THE AZIMUTH MARK WAS NOT OBSERVED, IT IS OBSTRUCTED BY A
 AW6965'POWER POLE ON LINE.  A NEW AZIMUTH MARK WAS NOT SET AS OTHER
 AW6965'OBJECTS WERE NOT VISIBLE AT THIS TIME.
 AW6965'
 AW6965'A NEW DESCRIPTION FOLLOWS--
 AW6965'
 AW6965'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY
 AW6965'OF RICHMOND, IN THE NORTHWEST PART OF A FENCED PLAYGROUND
 AW6965'OF THE JANE LONG ELEMENTARY SCHOOL, ALONG THE SOUTH SIDE
 AW6965'OF FORT STREET, AND ACROSS THE STREET SOUTH FROM THE SCHOOL.
 AW6965'
 AW6965'TO REACH THE STATION FROM THE COURTHOUSE IN RICHMOND, GO
 AW6965'WEST ON U.S. HIGHWAYS 59 AND 90A FOR 0.35 MILE TO FARM ROAD
 AW6965'762 ON THE LEFT, TURN LEFT AND GO SOUTH ON FARM ROAD 762
 AW6965'FOR 0.15 MILE TO FORT STREET, TURN LEFT AND GO EAST ON FORT
 AW6965'STREET FOR 1 BLOCK TO S. TENTH STREET ON THE RIGHT AND THE
 AW6965'STATION AS DESCRIBED.
 AW6965'
 AW6965'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FORT
 AW6965'STREET FOR 0.25 MILE TO S. FIFTH STREET AND THE MARK IN
 AW6965'THE NORTHWEST CORNER AS DESCRIBED.
 AW6965'
 AW6965'THE STATION MARK IS A STANDARD DISK STAMPED RICH 1952, SET
 AW6965'IN A SQUARE CONCRETE MONUMENT 2-INCHES BELOW GROUND SURFACE.
 AW6965'IT IS 72.2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 AW6965'OF THE JANE LONG SCHOOLS ELECTRICAL UTILITY BUILDING, 38
 AW6965'FEET EAST OF THE CENTER OF S. TENTH STREET, 24 FEET SOUTH
 AW6965'OF THE CENTER OF FORT STREET, 13 FEET EAST OF THE NORTHWEST
 AW6965'CORNER OF A CHAIN LINK FENCE, AND 2.0 FEET NORTH OF THE FENCE.
 AW6965'
 AW6965'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED RICH NO
 AW6965'1 1952, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AW6965'GROUND.  IT IS IN THE PLAYGROUND 92 FEET SOUTHEAST OF THE
 AW6965'SOUTHEAST CORNER OF THE UTILITY BUILDING, 76 FEET SOUTH-SOUTHEAST
 AW6965'OF THE SOUTHWEST CORNER OF THE SOUTH PART OF THE SCHOOL,
 AW6965'42 FEET WEST OF THE WEST END OF A PLAYGROUND GATE, 28 FEET
 AW6965'SOUTH OF THE CENTER OF FORT STREET, AND 1.3 FEET SOUTH OF
 AW6965'THE FENCE.
 AW6965'
 AW6965'1952 TRAVERSE DISTANCE
 AW6965'
 AW6965'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED RICH NO
 AW6965'2 1952, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AW6965'GROUND.  IT IS 127 FEET SOUTH OF THE CENTER OF FORT STREET,
 AW6965'56 FEET NORTH OF NORTH END OF A SMALL GATE IN THE PLAYGROUND
 AW6965'FENCE, 25 FEET EAST OF THE CENTER OF S. TENTH STREET, AND
 AW6965'3.5 FEET WEST OF THE FENCE.
 AW6965'
 AW6965'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RICH 1952, SET
 AW6965'IN A SQUARE CONCRETE MONUMENT 2-INCHES BELOW GROUND SURFACE.
 AW6965'IT IS 26 FEET NORTH OF THE CENTER OF FORT STREET, 24 FEET
 AW6965'WEST OF THE CENTER OF S. FIFTH STREET, 3.3 FEET NORTH OF
 AW6965'A STREET SIGN POST, AND 1.0 FOOT EAST OF A POWER POLE.
 AW6965'
 AW6965'THE STATION MARK RICHMOND MAGNETIC IS A STANDARD DISK STAMPED
 AW6965'RICHMOND MAGNETIC 1935, SET IN THE TOP OF A CONCRETE MONUMENT
 AW6965'12-INCHES BELOW THE GROUND SURFACE.  IT IS ON THE GROUNDS
 AW6965'OF THE JANE LONG ELEMENTARY SCHOOL, 65 FEET NORTH OF THE
 AW6965'CENTER OF FORT STREET, 65 FEET SOUTHWEST OF THE SOUTHWEST
 AW6965'CORNER OF THE MAIN SCHOOL BUILDING, 48 FEET NORTHEAST OF A
 AW6965'TREE 32-INCHES IN DIAMETER, 41 FEET NORTHWEST OF THE SOUTHWEST
 AW6965'CORNER OF THE ELECTRICAL UTILITY BUILDING, AND 41 FEET
 AW6965'SOUTHWEST OF THE NORTHWEST CORNER OF THE UTILITY BUILDING.
 AW6965'
 AW6965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RICHMOND
 AW6965
 AW6965                          STATION RECOVERY (1995)
 AW6965
 AW6965'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6965'RECOVERED IN GOOD CONDITION.
 AW6965
 AW6965                          STATION RECOVERY (1999)
 AW6965
 AW6965'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1387 ***********************************************************************
 BZ1387  DESIGNATION -  RICH
 BZ1387  PID         -  BZ1387
 BZ1387  STATE/COUNTY-  TX/NAVARRO
 BZ1387  USGS QUAD   -  RICHLAND (1978)
 BZ1387
 BZ1387                         *CURRENT SURVEY CONTROL
 BZ1387  ___________________________________________________________________
 BZ1387* NAD 83(1993)-  31 55 48.33224(N)    096 25 30.14302(W)     ADJUSTED  
 BZ1387* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 BZ1387  ___________________________________________________________________
 BZ1387  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BZ1387  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 BZ1387
 BZ1387  HORZ ORDER  -  SECOND
 BZ1387
 BZ1387.The horizontal coordinates were established by classical geodetic methods
 BZ1387.and adjusted by the National Geodetic Survey in February 1996..
 BZ1387
 BZ1387.The orthometric height was scaled from a topographic map.
 BZ1387
 BZ1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1387
 BZ1387.The geoid height was determined by GEOID03.
 BZ1387
 BZ1387;                    North         East     Units Scale Factor Converg.
 BZ1387;SPC TXNC     - 2,031,150.575   796,217.637   MT  1.00006249   +1 07 54.0
 BZ1387;SPC TXNC     - 6,663,866.51  2,612,257.36   sFT  1.00006249   +1 07 54.0
 BZ1387;SPC TX C     - 3,257,417.065 1,069,515.610   MT  1.00001290   +2 00 46.8
 BZ1387;SPC TX C     -10,687,042.49  3,508,902.46   sFT  1.00001290   +2 00 46.8
 BZ1387;UTM  14      - 3,535,581.335   743,439.494   MT  1.00033094   +1 21 45.1
 BZ1387
 BZ1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1387!SPC TXNC     -   0.99998813  x   1.00006249  =   1.00005062
 BZ1387!SPC TX C     -   0.99998813  x   1.00001290  =   1.00000103
 BZ1387!UTM  14      -   0.99998813  x   1.00033094  =   1.00031907
 BZ1387
 BZ1387:                Primary Azimuth Mark                     Grid Az
 BZ1387:SPC TXNC     -  RICH AZ MK                               100 30 20.3
 BZ1387:SPC TX C     -  RICH AZ MK                               099 37 27.5
 BZ1387:UTM  14      -  RICH AZ MK                               100 16 29.2
 BZ1387
 BZ1387|---------------------------------------------------------------------|
 BZ1387| PID    Reference Object                     Distance      Geod. Az  |
 BZ1387|                                                           dddmmss.s |
 BZ1387| CV9132 RICH AZ MK                                         1013814.3 |
 BZ1387| CV9133 RICH AZ MK 2                                       1162917.9 |
 BZ1387| BZ1386 WORTHAM MUNICIPAL TANK              APPROX.15.7 KM 1923944.8 |
 BZ1387| CV9134 RICH RM 1                            36.545 METERS 21030     |
 BZ1387| CV9135 RICH RM 2                            28.693 METERS 33647     |
 BZ1387|---------------------------------------------------------------------|
 BZ1387
 BZ1387                          SUPERSEDED SURVEY CONTROL
 BZ1387
 BZ1387  NAD 83(1986)-  31 55 48.34053(N)    096 25 30.12454(W) AD(       ) 2
 BZ1387  NAD 27      -  31 55 47.76300(N)    096 25 29.19300(W) AD(       ) 2
 BZ1387
 BZ1387.Superseded values are not recommended for survey control.
 BZ1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1387.See file dsdata.txt to determine how the superseded data were derived.
 BZ1387
 BZ1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA4343935581(NAD 83)
 BZ1387_MARKER: DS = TRIANGULATION STATION DISK
 BZ1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1387
 BZ1387  HISTORY     - Date     Condition        Report By
 BZ1387  HISTORY     - 1949     MONUMENTED       CGS
 BZ1387  HISTORY     - 1956     GOOD             CGS
 BZ1387  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1387
 BZ1387                          STATION DESCRIPTION
 BZ1387
 BZ1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 BZ1387'STATION IS LOCATED JUST NORTH OF THE TOWN OF RICHLAND, ON
 BZ1387'STATE PROPERTY ENCLOSED BY THE TRIANGLE-SHAPED INTERSECTION
 BZ1387'OF U.S. HIGHWAY 75 AND STATE HIGHWAY 14 AND IN THE SOUTHWEST
 BZ1387'ANGLE OF THE INTERSECTION.  IT IS 75 FEET EAST OF THE CENTER LINE
 BZ1387'OF STATE HIGHWAY 14 46 FEET NORTH OF THE CENTER LINE OF THE
 BZ1387'CONNECTING ROAD BETWEEN THE HIGHWAYS AND 16 FEET EAST OF THE
 BZ1387'CENTER OF THE IRON COVER OVER A CONCRETE RESERVOIR.  THE
 BZ1387'MARK PROJECTS ABOUT 2 INCHES AND THE DISC IS STAMPED, RICH
 BZ1387'1949.
 BZ1387'
 BZ1387'REFERENCE MARK NO. 1 IS IN THE SOUTHWEST ANGLE OF THE TRIANGLE-SHAPED
 BZ1387'PARKING, 22 FEET EAST OF THE CENTER LINE OF STATE ROUTE 14
 BZ1387'AND 44 FEET NORTHWEST OF THE CENTER LINE OF THE CONNECTING
 BZ1387'ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS
 BZ1387'STAMPED, RICH 1949 NO 1.
 BZ1387'
 BZ1387'REFERENCE MARK NO. 2 IS ALONG THE EAST EDGE OF THE FILL
 BZ1387'FOR STATE HIGHWAY 14, 34 FEET EAST OF THE CENTER LINE OF THE
 BZ1387'HIGHWAY.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISC IS
 BZ1387'STAMPED, RICH NO 2 1949.
 BZ1387'
 BZ1387'AZIMUTH MARK IS ABOUT 150 FEET NORTH OF A GAS STATION AT
 BZ1387'THE NORTH ANGLE OF THE INTERSECTION, 43 FEET EAST OF THE
 BZ1387'CENTER LINE OF U.S. HIGHWAY 75, 12 FEET SOUTH OF A POWER LINE
 BZ1387'POLE AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 BZ1387'PROJECTS ABOUT 6 IN. AND THE DISC IS STAMPED, RICH 1949.
 BZ1387'
 BZ1387'STATION MAY BE REACHED FROM THE INTERSECTION OF MAIN STREET
 BZ1387'AND STATE HIGHWAY 14, AT THE EAST EDGE OF RICHLAND, BY GOING
 BZ1387'NORTH ON THE HIGHWAY FOR ABOUT 1 MILE TO THE HIGHWAY INTERSECTION
 BZ1387'AND THE STATION SITE AS DESCRIBED.
 BZ1387'
 BZ1387'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BZ1387
 BZ1387                          STATION RECOVERY (1956)
 BZ1387
 BZ1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 BZ1387'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 BZ1387'DESCRIBED.  THE AZIMUTH MARK WAS DESTROYED TO CLEAR NEW HIGHWAY
 BZ1387'CONSTRUCTION AREAS AFTER A NEW AZIMUTH MARK WAS ESTABLISHED
 BZ1387'IN THE NEAR VICINITY.  IT IS A STANDARD AZIMUTH DISK STAMPED RICH
 BZ1387'1949 1956 IN A CONCRETE MONUMENT, PROJECTING ABOUT 4 INCHES.
 BZ1387'IT IS ABOUT 0.2 MILE NORTH OF THE STATION, ON THE EAST SIDE
 BZ1387'OF THE HIGHWAY NO. U.S. 75, 1 FOOT WEST OF THE EAST
 BZ1387'RIGHT-OF-WAY FENCE LINE, 7 FEET NORTH OF A FENCE CORNER AND 20
 BZ1387'FEET NORTH OF THE CENTER LINE OF A FARM ROAD LEADING EAST
 BZ1387'AND ACROSS THE FENCE SOUTHWEST OF AN OLD LOG BARN.
 BZ1387
 BZ1387                          STATION RECOVERY (2002)
 BZ1387
 BZ1387'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ1387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2763 ***********************************************************************
 CS2763  DESIGNATION -  RICHARD RESET
 CS2763  PID         -  CS2763
 CS2763  STATE/COUNTY-  TX/DALLAS
 CS2763  USGS QUAD   -  GARLAND (1973)
 CS2763
 CS2763                         *CURRENT SURVEY CONTROL
 CS2763  ___________________________________________________________________
 CS2763* NAD 83(1993)-  32 57 43.82476(N)    096 43 25.10142(W)     ADJUSTED  
 CS2763* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 CS2763  ___________________________________________________________________
 CS2763  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 CS2763  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CS2763
 CS2763  HORZ ORDER  -  SECOND
 CS2763
 CS2763.The horizontal coordinates were established by classical geodetic methods
 CS2763.and adjusted by the National Geodetic Survey in February 1996..
 CS2763
 CS2763.The orthometric height was scaled from a topographic map.
 CS2763
 CS2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2763
 CS2763.The geoid height was determined by GEOID03.
 CS2763
 CS2763;                    North         East     Units Scale Factor Converg.
 CS2763;SPC TXNC     - 2,145,062.216   766,048.554   MT  0.99987383   +0 58 07.7
 CS2763;SPC TXNC     - 7,037,591.62  2,513,277.63   sFT  0.99987383   +0 58 07.7
 CS2763;UTM  14      - 3,649,393.831   712,761.840   MT  1.00015818   +1 14 20.4
 CS2763
 CS2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2763!SPC TXNC     -   0.99997192  x   0.99987383  =   0.99984575
 CS2763!UTM  14      -   0.99997192  x   1.00015818  =   1.00013009
 CS2763
 CS2763:                Primary Azimuth Mark                     Grid Az
 CS2763:SPC TXNC     -  PLANO FIRST BAP CH STEEPLE               021 03 57.6
 CS2763:UTM  14      -  PLANO FIRST BAP CH STEEPLE               020 47 44.9
 CS2763
 CS2763|---------------------------------------------------------------------|
 CS2763| PID    Reference Object                     Distance      Geod. Az  |
 CS2763|                                                           dddmmss.s |
 CS2763| DN1158 PLANO FIRST BAP CH STEEPLE          APPROX. 6.9 KM 0220205.3 |
 CS2763| CY2999 RICHARD RM 1                         41.087 METERS 08035     |
 CS2763| CS1342 GARLAND NE BASE                     APPROX. 9.9 KM 1234525.7 |
 CS2763| CY2998 RICHARD AZ MK                                      2023151.8 |
 CS2763| CY3000 RICHARD RM 2                         27.350 METERS 21441     |
 CS2763|---------------------------------------------------------------------|
 CS2763
 CS2763                          SUPERSEDED SURVEY CONTROL
 CS2763
 CS2763  NAD 83(1993)-  32 57 43.82572(N)    096 43 25.09625(W) AD(       ) 2
 CS2763  NAD 83(1986)-  32 57 43.83159(N)    096 43 25.08544(W) AD(       ) 2
 CS2763  NAD 27      -  32 57 43.39000(N)    096 43 24.09500(W) AD(       ) 2
 CS2763
 CS2763.Superseded values are not recommended for survey control.
 CS2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2763.See file dsdata.txt to determine how the superseded data were derived.
 CS2763
 CS2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1276249394(NAD 83)
 CS2763_MARKER: DS = TRIANGULATION STATION DISK
 CS2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2763_SP_SET: SET INTO TOP OF CONCRETE POST
 CS2763_STAMPING: RICHARD 1949 1981
 CS2763_MARK LOGO: NGS   
 CS2763_PROJECTION: RECESSED 8 CENTIMETERS
 CS2763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CS2763
 CS2763  HISTORY     - Date     Condition        Report By
 CS2763  HISTORY     - 1981     MONUMENTED       NGS
 CS2763
 CS2763                          STATION DESCRIPTION
 CS2763
 CS2763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS2763'THE UNDERGROUND MARK WAS THE ONLY MARK RECOVERED.  THE MARK WAS FOUND
 CS2763'BY USING THE RESECTION PROGRAM.  BOTH REFERENCE MARKS AND THE AZIMUTH
 CS2763'MARK WERE DESTROYED.  THERE ARE MANY INTERSECTION STATIONS THAT CAN BE
 CS2763'USED FOR AZIMUTH.  BENCH MARK Q 923 WAS OBSERVED FOR A DIRECTION FOR
 CS2763'RECOVERY PURPOSES.  REFERENCE MARKS 3 AND 4 AND A NEW SURFACE STATION
 CS2763'WERE ESTABLISHED AT THIS TIME.
 CS2763'
 CS2763'THERE HAVE BEEN CHANGES IN THE AREA SO A COMPLETE NEW DESCRIPTION
 CS2763'FOLLOWS.
 CS2763'
 CS2763'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF DALLAS, ON THE
 CS2763'NORTHEAST SIDE OF RICHARDSON, 0.25 MILE EAST OF U.S. HIGHWAY 75,
 CS2763'ALONG THE WEST SIDE OF STATE HIGHWAY 5 AND ALONG THE EAST SIDE OF A
 CS2763'RAILROAD TRACK.  STATE HIGHWAY 5 IS OLD U.S. HIGHWAY 75 AND IS NOW
 CS2763'ALSO CALLED GREENVILLE ROAD.
 CS2763'
 CS2763'TO REACH THE STATION FROM THE ARAPAHO ROAD EXIT AND U.S. HIGHWAY 75
 CS2763'ON THE NORTHEAST SIDE OF RICHARDSON, GO EAST ON ARAPAHO ROAD FOR 0.5
 CS2763'MILE TO A RAILROAD TRACK AND AN INTERSECTION.  TURN LEFT AND GO NORTH
 CS2763'ON GREENVILLE ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT AS
 CS2763'DESCRIBED.  CONTINUE NORTH ON GREENVILLE ROAD FOR 0.55 MILE TO THE
 CS2763'BENCH MARK ON THE LEFT.
 CS2763'
 CS2763'THE SUBSURFACE MARK IS A CGS DISK SET 3 FEET BELOW GROUND AND
 CS2763'STAMPED---RICHARD 1949---.  THE SURFACE MARK IS A STANDARD DISK
 CS2763'STAMPED---RICHARD 1949 1981---SET IN THE TOP OF A ROUND CONCRETE
 CS2763'MONUMENT AND IS 3 INCHES BELOW THE GROUND.  IT IS ABOUT 430 FEET
 CS2763'NORTH OF THE CENTER LINE OF ARAPAHO ROAD, 52 FEET WEST OF THE
 CS2763'CENTERLINE OF GREENVILLE ROAD, 34 FEET EAST OF THE EAST RAIL OF A
 CS2763'RAILROAD TRACKS AND 1.9 FEET EAST OF A METAL WITNESS POST.
 CS2763'
 CS2763'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A ROUND
 CS2763'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED---RICHARD NO 3
 CS2763'1981---.  IT IS 31 FEET EAST OF THE EAST RAIL, 53 FEET WEST OF THE
 CS2763'CENTERLINE OF THE ROAD AND 25 FEET SOUTH OF THE WITNESS POST.
 CS2763'
 CS2763'REFERENCE MARK 4 IS A STANDARD DISK SET IN THE TOP OF A ROUND
 CS2763'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED---RICHARD NO 4
 CS2763'1981---.  IT IS 64 FEET WEST OF THE CENTERLINE OF THE ROAD, 20.2 FEET
 CS2763'NORTHWEST OF THE WITNESS POST AND 20 FEET EAST OF THE EAST RAIL.
 CS2763'
 CS2763'BENCH MARK Q 923 IS A CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 CS2763'POST PROJECTING 8 INCHES AND STAMPED---Q 923 1946---.  IT IS 46 FEET
 CS2763'WEST OF THE CENTERLINE OF GREENVILLE ROAD, 38 FEET EAST OF THE EAST
 CS2763'RAIL OF THE RAILROAD TRACK, 6 FEET NORTH OF A TELEPHONE POLE AND 0.8
 CS2763'FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0852 ***********************************************************************
 DO0852  DESIGNATION -  RICHARDS
 DO0852  PID         -  DO0852
 DO0852  STATE/COUNTY-  TX/THROCKMORTON
 DO0852  USGS QUAD   -  SIBLEY CREEK (1981)
 DO0852
 DO0852                         *CURRENT SURVEY CONTROL
 DO0852  ___________________________________________________________________
 DO0852* NAD 83(1993)-  33 04 55.86390(N)    099 12 01.06717(W)     ADJUSTED  
 DO0852* NAVD 88     -       462.6    (meters)    1518.     (feet)  VERTCON   
 DO0852  ___________________________________________________________________
 DO0852  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DO0852  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DO0852
 DO0852  HORZ ORDER  -  FIRST
 DO0852
 DO0852.The horizontal coordinates were established by classical geodetic methods
 DO0852.and adjusted by the National Geodetic Survey in February 1996..
 DO0852
 DO0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0852
 DO0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0852
 DO0852.The geoid height was determined by GEOID03.
 DO0852
 DO0852;                    North         East     Units Scale Factor Converg.
 DO0852;SPC TXNC     - 2,157,184.317   534,624.592   MT  0.99987276   -0 22 55.0
 DO0852;SPC TXNC     - 7,077,362.21  1,754,014.18   sFT  0.99987276   -0 22 55.0
 DO0852;UTM  14      - 3,660,415.811   481,306.492   MT  0.99960431   -0 06 33.6
 DO0852
 DO0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0852!SPC TXNC     -   0.99993196  x   0.99987276  =   0.99980473
 DO0852!UTM  14      -   0.99993196  x   0.99960431  =   0.99953629
 DO0852
 DO0852|---------------------------------------------------------------------|
 DO0852| PID    Reference Object                     Distance      Geod. Az  |
 DO0852|                                                           dddmmss.s |
 DO0852| CX8073 RICHARDS RM 1                        22.310 METERS 03633     |
 DO0852| CX8075 RICHARDS RM 3                                      0475824.3 |
 DO0852| CX8072 RICHARDS AZ MK                                     1032933.9 |
 DO0852| CX8074 RICHARDS RM 2                        19.950 METERS 15759     |
 DO0852|---------------------------------------------------------------------|
 DO0852
 DO0852                          SUPERSEDED SURVEY CONTROL
 DO0852
 DO0852  NAD 83(1993)-  33 04 55.86787(N)    099 12 01.06425(W) AD(       ) 1
 DO0852  NAD 83(1986)-  33 04 55.87066(N)    099 12 01.05767(W) AD(       ) 1
 DO0852  NAD 27      -  33 04 55.49100(N)    099 11 59.78200(W) AD(       ) 1
 DO0852  NGVD 29 (07/19/86)  462.5    (m)         1517.     (f) VERT ANG       
 DO0852
 DO0852.Superseded values are not recommended for survey control.
 DO0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0852.See file dsdata.txt to determine how the superseded data were derived.
 DO0852
 DO0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB8130660416(NAD 83)
 DO0852_MARKER: DS = TRIANGULATION STATION DISK
 DO0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0852_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0852+STABILITY: SURFACE MOTION
 DO0852
 DO0852  HISTORY     - Date     Condition        Report By
 DO0852  HISTORY     - 1935     MONUMENTED       CGS
 DO0852  HISTORY     - 1957     GOOD             CGS
 DO0852  HISTORY     - 1965     GOOD             USGS
 DO0852  HISTORY     - 1965     GOOD             USGS
 DO0852  HISTORY     - 1975     GOOD             NGS
 DO0852
 DO0852                          STATION DESCRIPTION
 DO0852
 DO0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0852'STATION IS LOCATED 6-3/4 MILES S BY SW OF THROCKMORTON AND
 DO0852'1-1/4 MILES W OF U.S. HIGHWAY 283, ON LAND OWNED BY MR. W.L.
 DO0852'RICHARDS.
 DO0852'
 DO0852'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0852'BRONZE DISKS SET IN CONCRETE.
 DO0852'
 DO0852'REFERENCE MARK NO. 1 IS NE OF STATION.
 DO0852'
 DO0852'REFERENCE MARK NO. 2 IS SE OF STATION.
 DO0852'
 DO0852'AZIMUTH MARK IS E OF STATION, 51 FEET W OF CENTER LINE OF
 DO0852'U.S. HIGHWAY 283, IN A N AND S FENCE LINE.  REACHED FROM
 DO0852'STATION BY GOING E FOR 0.6 MILE FROM RED GATE TO HIGHWAY.
 DO0852'GO RIGHT (S) 0.4 MILE TO MARK.
 DO0852'
 DO0852'STATION IS REACHED FROM THE COURTHOUSE IN THROCKMORTON, BY
 DO0852'GOING S ON U.S. HIGHWAY 283, FOR 6.8 MILES, THEN TURN RIGHT
 DO0852'OFF U.S. HIGHWAY 283, (AT SPIRIT OF MAGNOLIA AIRPLANE) GAS
 DO0852'STATION AND GO W FOR 0.6 MILE TO A RED PLANK GATE INTO PASTURE
 DO0852'AHEAD.  PASS THROUGH GATE AND FOLLOW PASTURE ROAD TO THE W
 DO0852'AND NW FOR 0.65 MILE, OR FOR 0.1 MILE AFTER PASSING POWER
 DO0852'LINE, THEN TURN SHARP LEFT ONTO ANOTHER PASTURE ROAD RUNNING
 DO0852'S AND GO 0.25 MILE, THENCE TURN LEFT AND GO E THROUGH PASTURE
 DO0852'AND UP HILL FOR 0.1 MILE TO TOP OF HILL AND STATION.  STATION
 DO0852'IS LOCATED 660 FEET N OF POWER LINE ON TOP OF BARE KNOLL IN
 DO0852'PASTURE LAND.
 DO0852
 DO0852                          STATION RECOVERY (1957)
 DO0852
 DO0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 DO0852'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DO0852'CONDITION.  IT IS ON THE SUMMIT OF A BARE HILL AND IS EASILY
 DO0852'RECOGNIZED AS IT IS THE HIGHEST POINT IN THE VICINITY.
 DO0852'
 DO0852'THE STATION CAN BE REACHED FROM THE JUNCTION OF U.S. HIGHWAYS
 DO0852'183 AND 283, ABOUT 7 MILES SOUTH OF THROCKMORTON, BY GOING
 DO0852'WEST FOR 0.6 MILE TO A T-INTERSECTION AT A GATE STRAIGHT
 DO0852'AHEAD, CONTINUE WEST THROUGH GATE AND GO WEST AND NORTHWEST
 DO0852'ON FARM ROAD FOR ABOUT 0.65 MILE THEN TURN LEFT AND GO SOUTH
 DO0852'ALONG RIDGE TO HIGHEST POINT AND STATION.
 DO0852'
 DO0852'THE AZIMUTH MARK IS 0.45 MILE SOUTH OF THE JUNCTION OF THE
 DO0852'U.S. HIGHWAYS AND IS ON THE WEST SIDE OF THE HIGHWAY.
 DO0852
 DO0852                          STATION RECOVERY (1965)
 DO0852
 DO0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DO0852'STATION MARK--STANDARD USC AND GS DISK IN CONCRETE POST PROJECTING
 DO0852'0.5 FT., STAMPED ---RICHARDS 1935---.
 DO0852
 DO0852                          STATION RECOVERY (1965)
 DO0852
 DO0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DO0852'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33099-2, STATION 1006.
 DO0852'
 DO0852'RECOVERED BY USGS IN 1965.
 DO0852'
 DO0852'STATION MARK--STANDARD USC AND GS DISK IN CONCRETE POST, PROJECTING
 DO0852'0.5 FT., STAMPED---RICHARDS 1935---.
 DO0852
 DO0852                          STATION RECOVERY (1975)
 DO0852
 DO0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0852'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH ON LINE.
 DO0852'
 DO0852'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DO0852'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED
 DO0852'ADEQUATE.  THE DISTANCE TO REFERENCE MARK 2 CHECKED ADEQUATE, BUT
 DO0852'THE PUBLISHED DIRECTION WAS FOUND IN ERROR OF 100 DEGREES.  THE
 DO0852'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A REFERENCE
 DO0852'MARK 3 WAS ESTABLISHED AT THIS TIME.  THE PROPERTY IS NOW OWNED BY
 DO0852'MR. FRED T. RICHARDS, 3825 CRESTWOOD TERRACE, FORT WORTH,
 DO0852'TEXAS, 76107.  HIS TELEPHONE NUMBER IS 817-626-3111.
 DO0852'
 DO0852'THE STATION IS ABOUT 6-3/4 MILES SOUTHWEST OF THROCKMORTON ON THE
 DO0852'HIGHEST MOST PROMINENT HILL IN THE VICINITY.
 DO0852'
 DO0852'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183, 283,
 DO0852'AND 380 IN THROCKMORTON, GO SOUTH ON U.S. HIGHWAYS 183 AND 283 FOR
 DO0852'6.4 MILES TO A GRAVELED ROAD RIGHT.  (THIS IS 0.05 MILE SOUTH OF
 DO0852'THE JUNCTION OF U.S. HIGHWAYS 183 AND 283.) TURN RIGHT AND GO
 DO0852'WEST ON GRAVELED ROAD FOR 0.6 MILE TO A LOCKED PIPE GATE.  PASS
 DO0852'THROUGH THE GATE AND FOLLOW THE RANCH ROAD NORTHWEST AND
 DO0852'WESTERLY, PASSING TO THE LEFT OF A BARN AND CORRALS, FOR 0.6 MILE
 DO0852'TO THE REFERENCE MARK 3.  CONTINUE AHEAD FOR 0.1 MILE.  BEAR
 DO0852'LEFT AND GO SOUTHWEST ACROSS PASTURE FOR 0.2 MILE TO THE STATION
 DO0852'AT THE HIGHEST POINT OF HILL.
 DO0852'
 DO0852'STATION MARK IS A STANDARD DISK STAMPED RICHARDS 1935, SET IN THE
 DO0852'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 DO0852'ABOVE THE GROUND SURFACE.
 DO0852'
 DO0852'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RICHARDS NO 1 1935,
 DO0852'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DO0852'6 INCHES ABOVE THE GROUND SURFACE.
 DO0852'
 DO0852'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RICHARDS NO 2 1935,
 DO0852'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DO0852'8 INCHES ABOVE THE GROUND SURFACE.
 DO0852'
 DO0852'REFERENCE MARK 3 IS A STANDARD DISK STAMPED RICHARDS 1935 NO 3
 DO0852'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0852'IS FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET NORTH OF THE RANCH
 DO0852'ROAD.
 DO0852'
 DO0852'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DO0852'
 DO0852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DO0852'6-3/4 MILES SOUTHWEST OF THROCKMORTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0506 ***********************************************************************
 DP0506  DESIGNATION -  RICHARDS
 DP0506  PID         -  DP0506
 DP0506  STATE/COUNTY-  TX/COTTLE
 DP0506  USGS QUAD   -  GROW (1981)
 DP0506
 DP0506                         *CURRENT SURVEY CONTROL
 DP0506  ___________________________________________________________________
 DP0506* NAD 83(1993)-  33 52 07.86049(N)    100 19 38.44898(W)     ADJUSTED  
 DP0506* NAVD 88     -       589.     (meters)    1932.     (feet)  SCALED    
 DP0506  ___________________________________________________________________
 DP0506  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DP0506  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DP0506
 DP0506  HORZ ORDER  -  SECOND
 DP0506
 DP0506.The horizontal coordinates were established by classical geodetic methods
 DP0506.and adjusted by the National Geodetic Survey in February 1996..
 DP0506
 DP0506.The orthometric height was scaled from a topographic map.
 DP0506
 DP0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0506
 DP0506.The geoid height was determined by GEOID03.
 DP0506
 DP0506;                    North         East     Units Scale Factor Converg.
 DP0506;SPC TXNC     - 2,245,680.220   430,934.832   MT  0.99997418   -0 59 47.8
 DP0506;SPC TXNC     - 7,367,702.52  1,413,825.36   sFT  0.99997418   -0 59 47.8
 DP0506;UTM  14      - 3,748,407.097   377,230.134   MT  0.99978581   -0 44 23.3
 DP0506
 DP0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0506!SPC TXNC     -   0.99991185  x   0.99997418  =   0.99988603
 DP0506!UTM  14      -   0.99991185  x   0.99978581  =   0.99969767
 DP0506
 DP0506:                Primary Azimuth Mark                     Grid Az
 DP0506:SPC TXNC     -  RICHARDS AZ MK                           181 11 02.1
 DP0506:UTM  14      -  RICHARDS AZ MK                           180 55 37.6
 DP0506
 DP0506|---------------------------------------------------------------------|
 DP0506| PID    Reference Object                     Distance      Geod. Az  |
 DP0506|                                                           dddmmss.s |
 DP0506| CX8072 RICHARDS AZ MK                                     1801114.3 |
 DP0506| DP0508 VOR GUTHRIE GTH                     APPROX.10.1 KM 1843952.7 |
 DP0506| CX8074 RICHARDS RM 2                        31.714 METERS 27149     |
 DP0506| CX8073 RICHARDS RM 1                        33.241 METERS 35759     |
 DP0506|---------------------------------------------------------------------|
 DP0506
 DP0506                          SUPERSEDED SURVEY CONTROL
 DP0506
 DP0506  NAD 83(1993)-  33 52 07.86238(N)    100 19 38.44877(W) AD(       ) 2
 DP0506  NAD 83(1986)-  33 52 07.86622(N)    100 19 38.44184(W) AD(       ) 2
 DP0506  NAD 27      -  33 52 07.57400(N)    100 19 37.03300(W) AD(       ) 2
 DP0506
 DP0506.Superseded values are not recommended for survey control.
 DP0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0506.See file dsdata.txt to determine how the superseded data were derived.
 DP0506
 DP0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7723048407(NAD 83)
 DP0506_MARKER: DS = TRIANGULATION STATION DISK
 DP0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0506
 DP0506  HISTORY     - Date     Condition        Report By
 DP0506  HISTORY     - 1935     MONUMENTED       CGS
 DP0506  HISTORY     - 1956     GOOD             CGS
 DP0506  HISTORY     - 1958     GOOD             CGS
 DP0506  HISTORY     - 1961     GOOD             CGS
 DP0506  HISTORY     - 1961     GOOD             CGS
 DP0506  HISTORY     - 1966     GOOD             CGS
 DP0506  HISTORY     - 1967     GOOD             CGS
 DP0506
 DP0506                          STATION DESCRIPTION
 DP0506
 DP0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0506'STATION IS 10 MILES A LITTLE W OF S OF PADUCAH, AND 2-1/4 MILES
 DP0506'N OF THE COUNTY LINE ON THE E SIDE OF U.S. HIGHWAY 83, ON
 DP0506'SANDY PASTURE LAND OWNED BY M.R. RICHARDS OF PADUCAH.  THE
 DP0506'MARK IS PLACED 6 FEET E OF AN N-S RIGHT-OF-WAY FENCE LINE,
 DP0506'56 FEET E OF CENTER LINE OF U.S. HIGHWAY 83, 6 FEET E OF
 DP0506'RIGHT-OF-WAY MARKER 550+00, AT THE TOP OF GRADE AND ACROSS
 DP0506'FROM SMALL GREEN HOUSE.
 DP0506'
 DP0506'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0506'BRONZE DISKS SET IN CONCRETE.
 DP0506'
 DP0506'REFERENCE MARK NO. 1 IS SET 51 FEET E OF CENTER LINE OF HIGHWAY.
 DP0506'
 DP0506'REFERENCE MARK NO. 2 IS SET 48 FEET W OF CENTER LINE OF HIGHWAY.
 DP0506'
 DP0506'AZIMUTH MARK IS REACHED FROM STATION BY GOING S ON U.S. HIGHWAY
 DP0506'83 FOR 0.4 MILE AND SET 50 FEET E OF CENTER LINE OF HIGHWAY
 DP0506'IN N-S RIGHT-OF-WAY FENCE.
 DP0506'
 DP0506'TO REACH THE STATION FROM THE COURTHOUSE IN PADUCAH, GO S ON
 DP0506'U.S. HIGHWAY 83 FOR 10.15 MILES OR 1.15 MILES PAST COTTON GIN
 DP0506'ON THE E SIDE OF HIGHWAY AND STATION ON LEFT.
 DP0506'
 DP0506'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 DP0506
 DP0506                          STATION RECOVERY (1956)
 DP0506
 DP0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CHB)
 DP0506'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DP0506'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO THE
 DP0506'STATION SITE ARE CORRECT.
 DP0506
 DP0506                          STATION RECOVERY (1958)
 DP0506
 DP0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0506'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DP0506'CONDITION.
 DP0506'
 DP0506'R.M. NO. 2 IS ON THE WEST SIDE OF THE HIGHWAY AS DESCRIBED AND
 DP0506'THIS MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 DP0506'
 DP0506'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION AND IS 2
 DP0506'FEET EAST OF THE EAST RIGHT OF WAY FENCE LINE.
 DP0506'
 DP0506'BENCH MARK C 436 WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DP0506'CONDITION.
 DP0506'
 DP0506'TO REACH THE STATION FROM PADUCAH, FROM THE COURT HOUSE, GO
 DP0506'SOUTH ON U.S. HIGHWAY 83 FOR 10.0 MILES TO JUNCTION WITH FARM
 DP0506'ROAD 452, CONTINUE SOUTH ON U.S. 83 FOR 0.55 MILE TO THE STATION
 DP0506'ON THE LEFT AS DESCRIBED.
 DP0506
 DP0506                          STATION RECOVERY (1961)
 DP0506
 DP0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 DP0506'STATION WAS RECOVERED.  THE TOP PART OF THE CONCRETE MONUMENT
 DP0506'WITH BRONZE DISK IS BROKEN OFF AND LAYING 5 FEET SOUTH OF THE
 DP0506'REST OF THE BASE, WHICH IS IN ORIGINAL POSITION.  REFERENCE
 DP0506'MARK NO. 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DID
 DP0506'NOT RECOVER REFERENCE MARK NO. 2 OR THE AZIMUTH MARK.  DIRECTIONS
 DP0506'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DP0506
 DP0506                          STATION RECOVERY (1961)
 DP0506
 DP0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 DP0506'THE SUB-SURFACE STATION MARK, REFERENCE MARKS NOS. 1, 2, AND
 DP0506'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 DP0506'STATION MARK WAS FOUND BROKEN OFF AND LYING ON TOP OF GROUND.
 DP0506'
 DP0506'THE SUB-STATION MARK WAS HELD INTACT AND A NEW SURFACE STATION
 DP0506'MARK WAS SET, THE OLD DISK WAS USED.
 DP0506'
 DP0506'A NEW DESCRIPTION AND TO REACH THE STATION FOLLOWS--THE STATION
 DP0506'IS ABOUT 10 MILES SOUTH OF PADUCAH, AND 2-1/4 MILES NORTH OF
 DP0506'THE COUNTY LINE ON THE EAST SIDE OF U.S. HIGHWAY 83, AND ON
 DP0506'LAND OWNED BY MR. M.R. RICHARDS.
 DP0506'
 DP0506'TO REACH THE STATION FROM THE COURTHOUSE IN PADUCAH, GO SOUTHERLY
 DP0506'ON U.S. HIGHWAY 83 9.9 MILES TO THE JUNCTION OF FARM ROAD 452.
 DP0506'CONTINUE ON U.S. HIGHWAY 83 FOR 0.6 MILE TO STATION ON THE LEFT.
 DP0506'
 DP0506'STATION MARK, A STANDARD DISK STAMPED RICHARDS 1935 1961, IS
 DP0506'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 DP0506'55 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 36 FEET
 DP0506'NORTHEAST OF A 6-INCH ELM TREE, 17 FEET EAST OF A 6-INCH ELM
 DP0506'TREE, AND 5 FEET EAST OF A METAL WITNESS POST WHICH IS IN FENCE
 DP0506'LINE.
 DP0506'
 DP0506'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RICHARDS NO 1
 DP0506'1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 14 INCHES.
 DP0506'IT IS 96 FEET SOUTH OF A POWER LINE POLE WITH TRANSFORMER,
 DP0506'51 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 24 FEET
 DP0506'SOUTHEAST OF AN 8-INCH ELM TREE, AND 1 FOOT EAST OF THE
 DP0506'RIGHT-OF-WAY FENCE.
 DP0506'
 DP0506'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RICHARDS NO 2
 DP0506'1935, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 DP0506'OF THE GROUND.  IT IS 48 FEET WEST OF THE CENTERLINE OF U.S.
 DP0506'HIGHWAY 83, 11 FEET WEST OF A 6-INCH LOCUS TREE, AND 8 FEET
 DP0506'NORTH OF A TELEPHONE POLE.
 DP0506'
 DP0506'AZIMUTH MARK, A STANDARD DISK STAMPED RICHARDS AZI 1935, IS
 DP0506'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 DP0506'0.1 MILE SOUTH OF A SIDE ROAD WHICH LEADS WEST FROM THE HIGHWAY,
 DP0506'94 FEET NORTH OF A POWERLINE POLE, 53 FEET EAST OF THE CENTERLINE
 DP0506'OF U.S. HIGHWAY 83, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 DP0506'
 DP0506'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 DP0506'HIGHWAY 83 FOR 0.45 MILE TO MARK ON THE LEFT.
 DP0506'
 DP0506'NOTE--SEE PREVIOUS DESCRIPTION FOR DISTANCE AND DIRECTIONS
 DP0506'TO REFERENCE MARKS AND AZIMUTH MARK IN BOOK 636, PAGE. 4.
 DP0506'
 DP0506'THE U.S.C. AND G.S. BENCH MARK C 436 WAS SEARCHED FOR BUT
 DP0506'NOT FOUND.
 DP0506
 DP0506                          STATION RECOVERY (1966)
 DP0506
 DP0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 DP0506'THE STATION WAS VISITED.  THE STATION MARK WHICH IS A STANDARD
 DP0506'DISK STAMPED RICHARDS 1935 1961 SET IN TOP OF A 14 INCH SQUARE
 DP0506'CONCRETE POST WHICH PROJECTS 4-INCHES ABOVE GROUND LEVEL, WAS
 DP0506'FOUND IN GOOD CONDITION.  IT IS 6 FEET ENE OF A STEEL WITNESS
 DP0506'POST AND SIGN.
 DP0506'
 DP0506'REFERENCE MARK 1 PROJECTS ABOUT 1-FOOT AND IS JUST INSIDE
 DP0506'THE PASTURE, EAST OF THE HIGHWAY.  THE MARK IS IN GOOD CONDITION.
 DP0506'REFERENCE MARK 2 IS FLUSH WITH THE GROUND AND AT THE WEST SIDE
 DP0506'OF THE HIGHWAY.  IT IS 12 FEET WEST OF A LOCUST TREE AND 12 FEET
 DP0506'NORTH OF A TELEPHONE POLE.  THE CONCRETE POST APPEARS TO BE
 DP0506'QUITE SMALL BUT THE MARK IS SOLID AND IN GOOD CONDITION.
 DP0506'
 DP0506'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  IT IS 0.45
 DP0506'MILE SOUTH OF THE STATION, 52.5 FEET EAST OF CENTER LINE OF
 DP0506'THE HIGHWAY, 33 PACES NORTH OF A POWERLINE POLE WITH SMALL
 DP0506'TRIANGULAR BLAZE AND 2-1/2 FEET EAST OF THE RIGHT-OF-WAY FENCE
 DP0506'LINE.  A CONSIDERABLE AMOUNT OF BRUSH CLEARING WILL BE REQUIRED
 DP0506'TO OPEN LINE OF SIGHT TO THE STATION.
 DP0506'
 DP0506'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND
 DP0506'70 IN PADUCAH, GO SOUTH ON U.S. HIGHWAY 83 FOR 9.9 MILES TO
 DP0506'FARM ROAD 452 ON RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR
 DP0506'0.55 MILE TO THE STATION ON LEFT AND A RED AND WHITE HOUSE
 DP0506'ON RIGHT.
 DP0506
 DP0506                          STATION RECOVERY (1967)
 DP0506
 DP0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DP0506'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 DP0506'WERE RECOVERED AS DESCRIBED BY W.C. RUSSELL IN 1961.
 DP0506'
 DP0506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DP0506'SOUTH OF PADUCAH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1425 ***********************************************************************
 AH1425  DESIGNATION -  RICHARDS 2 1912
 AH1425  PID         -  AH1425
 AH1425  STATE/COUNTY-  TX/KLEBERG
 AH1425  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1425
 AH1425                         *CURRENT SURVEY CONTROL
 AH1425  ___________________________________________________________________
 AH1425* NAD 83(1993)-  27 26 21.82193(N)    097 17 34.37095(W)     ADJUSTED  
 AH1425* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AH1425  ___________________________________________________________________
 AH1425  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1425  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH1425
 AH1425  HORZ ORDER  -  THIRD
 AH1425
 AH1425.The horizontal coordinates were established by classical geodetic methods
 AH1425.and adjusted by the National Geodetic Survey in February 1996..
 AH1425
 AH1425.The orthometric height was scaled from a topographic map.
 AH1425
 AH1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1425
 AH1425.The geoid height was determined by GEOID03.
 AH1425
 AH1425;                    North         East     Units Scale Factor Converg.
 AH1425;SPC TX S     - 5,196,976.019   419,332.395   MT  0.99992394   +0 32 52.9
 AH1425;SPC TX S     -17,050,412.16  1,375,759.70   sFT  0.99992394   +0 32 52.9
 AH1425;UTM  14      - 3,036,262.292   668,723.349   MT  0.99995141   +0 47 12.6
 AH1425
 AH1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1425!SPC TX S     -   1.00000211  x   0.99992394  =   0.99992605
 AH1425!UTM  14      -   1.00000211  x   0.99995141  =   0.99995352
 AH1425
 AH1425:                Primary Azimuth Mark                     Grid Az
 AH1425:SPC TX S     -  LANDING                                  305 58 45.0
 AH1425:UTM  14      -  LANDING                                  305 44 25.3
 AH1425
 AH1425|---------------------------------------------------------------------|
 AH1425| PID    Reference Object                     Distance      Geod. Az  |
 AH1425|                                                           dddmmss.s |
 AH1425| AH1432 LANDING                             APPROX. 7.2 KM 3063137.9 |
 AH1425|---------------------------------------------------------------------|
 AH1425
 AH1425                          SUPERSEDED SURVEY CONTROL
 AH1425
 AH1425  NAD 83(1986)-  27 26 21.83453(N)    097 17 34.34827(W) AD(       ) 3
 AH1425  NAD 27      -  27 26 20.68200(N)    097 17 33.39100(W) AD(       ) 3
 AH1425
 AH1425.Superseded values are not recommended for survey control.
 AH1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1425.See file dsdata.txt to determine how the superseded data were derived.
 AH1425
 AH1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6872336262(NAD 83)
 AH1425_MARKER: N = NAIL
 AH1425_SETTING: 0 = UNSPECIFIED SETTING
 AH1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1425
 AH1425  HISTORY     - Date     Condition        Report By
 AH1425  HISTORY     - 1912     MONUMENTED       CGS
 AH1425  HISTORY     - 1938     MARK NOT FOUND   CGS
 AH1425  HISTORY     - 1979     MARK NOT FOUND   NGS
 AH1425
 AH1425                          STATION DESCRIPTION
 AH1425
 AH1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1425'ON A PROMINENT SAND HILL ON PADRE ISLAND, ABOUT 4 MILES N
 AH1425'FROM THE SETTLEMENT, AND ABOUT 100 METERS (328 FEET) FROM
 AH1425'THE GULF BEACH.  THIS IS THE HIGHEST HILL IN THIS LOCALITY,
 AH1425'THOUGH NOT CONSPICUOUS FROM THE LAGUNA ON ACCOUNT OF THE
 AH1425'HIGH RIDGES OF SHIFTING SAND ON THE MIDDLE AND WESTERN PARTS
 AH1425'OF THE ISLAND.  THE STATION IS MARKED WITH THE POINT OF A
 AH1425'NAIL PROJECTING FROM A BLOCK OF CONCRETE SET ABOUT 3 FEET
 AH1425'BELOW THE SURFACE.  ABOVE THIS BLOCK ARE SEVERAL INCHES OF
 AH1425'EARTH OR SAND, THEN A LARGER CYLINDER OR BLOCK OF CONCRETE
 AH1425'EXTENDING TO THE SURFACE, WITH THE POINT OF A LARGE NAIL
 AH1425'PROJECTING FROM IT.  THE NAILS INDICATE THE CENTER OF
 AH1425'THE STATION.  THE LETTERS U.S.C. AND G.S., WITH DATE OF
 AH1425'ESTABLISHMENT OF THE STATION, ARE CUT INTO THE TOP OF THE
 AH1425'SURFACE MARK.  THE ONLY REFERENCE MARKS ARE THE POSTS TO
 AH1425'WHICH THE GUY WIRES OF THE TRIPOD SIGNAL WERE ATTACHED.
 AH1425'THESE ARE ABOUT 10 METERS (33 FEET) FROM THE STATION,
 AH1425'TWO IN LINE PARALLEL TO THE BEACH AND TWO AT RIGHT
 AH1425'ANGLES.
 AH1425
 AH1425                          STATION RECOVERY (1938)
 AH1425
 AH1425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1425'THIS STATION COULD NOT BE FOUND.  THERE ARE NO HIGH DUNES
 AH1425'IN THE VICINITY OF WHERE THE STATION SHOULD BE.
 AH1425
 AH1425                          STATION RECOVERY (1979)
 AH1425
 AH1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1425'NO REFERENCE MARKS TO THIS STATION.
 AH1425'
 AH1425'A SEARCH BY TWO MEN MADE IN THE AREA WHERE STATION RICHARDS 2 WAS
 AH1425'LOCATED, BUT WAS NOT RECOVERED, THE AREA IS NOW LOW SAND WITH WATER
 AH1425'HOLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0726 ***********************************************************************
 DO0726  DESIGNATION -  RICHARDS USGS 1967
 DO0726  PID         -  DO0726
 DO0726  STATE/COUNTY-  TX/JACK
 DO0726  USGS QUAD   -  PERRIN (1979)
 DO0726
 DO0726                         *CURRENT SURVEY CONTROL
 DO0726  ___________________________________________________________________
 DO0726* NAD 83(1993)-  33 06 44.67826(N)    098 07 19.97411(W)     ADJUSTED  
 DO0726* NAVD 88     -       389.4    (meters)    1278.     (feet)  VERTCON   
 DO0726  ___________________________________________________________________
 DO0726  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DO0726  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DO0726
 DO0726  HORZ ORDER  -  FIRST
 DO0726
 DO0726.The horizontal coordinates were established by classical geodetic methods
 DO0726.and adjusted by the National Geodetic Survey in February 1996..
 DO0726
 DO0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0726
 DO0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0726
 DO0726.The geoid height was determined by GEOID03.
 DO0726
 DO0726;                    North         East     Units Scale Factor Converg.
 DO0726;SPC TXNC     - 2,160,381.658   635,255.834   MT  0.99987318   +0 12 21.8
 DO0726;SPC TXNC     - 7,087,852.16  2,084,168.52   sFT  0.99987318   +0 12 21.8
 DO0726;UTM  14      - 3,664,091.628   581,896.177   MT  0.99968269   +0 28 46.4
 DO0726
 DO0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0726!SPC TXNC     -   0.99994331  x   0.99987318  =   0.99981650
 DO0726!UTM  14      -   0.99994331  x   0.99968269  =   0.99962602
 DO0726
 DO0726:                Primary Azimuth Mark                     Grid Az
 DO0726:SPC TXNC     -  JACKSBORO SINCLAIR OIL CO MAST           349 57 27.3
 DO0726:UTM  14      -  JACKSBORO SINCLAIR OIL CO MAST           349 41 02.7
 DO0726
 DO0726|---------------------------------------------------------------------|
 DO0726| PID    Reference Object                     Distance      Geod. Az  |
 DO0726|                                                           dddmmss.s |
 DO0726| DO0733 JACKSBORO SINCLAIR OIL CO MAST      APPROX. 3.1 KM 3500949.1 |
 DO0726|---------------------------------------------------------------------|
 DO0726
 DO0726                          SUPERSEDED SURVEY CONTROL
 DO0726
 DO0726  NAD 83(1993)-  33 06 44.68036(N)    098 07 19.96684(W) AD(       ) 1
 DO0726  NAD 83(1986)-  33 06 44.68135(N)    098 07 19.95959(W) AD(       ) 1
 DO0726  NAD 27      -  33 06 44.26132(N)    098 07 18.80356(W) AD(       ) 1
 DO0726  NGVD 29 (07/19/86)  389.3    (m)         1277.     (f) VERT ANG       
 DO0726
 DO0726.Superseded values are not recommended for survey control.
 DO0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0726.See file dsdata.txt to determine how the superseded data were derived.
 DO0726
 DO0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8189664092(NAD 83)
 DO0726_MARKER: DD = SURVEY DISK
 DO0726_SETTING: 66 = SET IN ROCK OUTCROP
 DO0726_SP_SET: SET IN BEDROCK
 DO0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0726+STABILITY: POSITION/ELEVATION WELL
 DO0726
 DO0726  HISTORY     - Date     Condition        Report By
 DO0726  HISTORY     - 1959     MONUMENTED       USGS
 DO0726  HISTORY     - 1967     GOOD             USGS
 DO0726  HISTORY     - 20010325 GOOD             USPSQD
 DO0726
 DO0726                          STATION DESCRIPTION
 DO0726
 DO0726'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DO0726'RICHARDS, JACK COUNTY, TEXAS, 7.9 MI. SSE. OF JACKSBORO, SW. OF THE
 DO0726'INTERSECTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 199, 82 FT. W. OF
 DO0726'N-S. FENCE, 112 FT. W. OF CENTERLINE OF N-S. RD., 140 FT. W. OF A
 DO0726'LONE BUSH IN FENCE, 371 FT. NNW. OF LONE TREE.
 DO0726'
 DO0726'TO REACH STATION FROM THE SW. CORNER OF COURTHOUSE SQUARE IN
 DO0726'JACKSBORO, GO S. ON U.S. HIGHWAY 281 FOR 4.3 MI. TO T-RD. RIGHT, TURN
 DO0726'RIGHT (W.) FOR 0.1 MI., TURN LEFT (S.) FOR 2.4 MI. AND THE HENSLEY
 DO0726'STATION, CONTINUE ON MAIN GRADED RD. FOR 2.6 MI. TO THE STATION ON
 DO0726'THE RIGHT, 140 FT. W. OF CENTERLINE RD. IN OUTCROP, FLUSH WITH GROUND.
 DO0726'
 DO0726'STATION MARK--A STANDARD TABLET SET IN BEDROCK, STAMPED
 DO0726'---RICHARDS-ET 1959---.
 DO0726
 DO0726                          STATION RECOVERY (1967)
 DO0726
 DO0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (LLC)
 DO0726'STATION IS LOCATED IN OPEN PASTURE LAND, ABOUT 7-3/4 MILES
 DO0726'SOUTH-SOUTHEAST OF JACKSBORO, 6-1/2 MILES NORTHWEST OF PERRIN,
 DO0726'150 FEET SOUTH-SOUTHEAST OF A FFA MICROWAVE MAST QWR, 117 FEET
 DO0726'WEST OF THE APPROXIMATE CENTER OF A NORTH-SOUTH GRADED ROAD AND
 DO0726'82 FEET WEST OF A NORTH-SOUTH FENCELINE.
 DO0726'
 DO0726'STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 DO0726'STAMPED RICHARDS ET 1279, CEMENTED IN A DRILL HOLE, IN THE TOP OF
 DO0726'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND.
 DO0726'
 DO0726'THE DISK WAS STAMPED RICHARDS BY THIS PARTY BY REQUEST OF THE
 DO0726'USGS.
 DO0726'
 DO0726'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 281 AND TEXAS
 DO0726'ROUTE 2210 IN PERRIN.  GO WEST AND NORTH ON ROUTE 2210 FOR 5.3
 DO0726'MILES TO A FORK.  KEEP RIGHT AND GO NORTHERLY ON A MAIN TRAVELED
 DO0726'GRADED ROAD FOR 4.0 MILES TO THE MARK ON THE LEFT, AS DESCRIBED.
 DO0726'
 DO0726'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 DO0726
 DO0726                          STATION RECOVERY (2001)
 DO0726
 DO0726'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0610 ***********************************************************************
 DN0610  DESIGNATION -  RICHARDSON
 DN0610  PID         -  DN0610
 DN0610  STATE/COUNTY-  TX/WISE
 DN0610  USGS QUAD   -  RHOME (1972)
 DN0610
 DN0610                         *CURRENT SURVEY CONTROL
 DN0610  ___________________________________________________________________
 DN0610* NAD 83(1993)-  33 01 08.59574(N)    097 26 19.40459(W)     ADJUSTED  
 DN0610* NAVD 88     -       274.960  (meters)     902.10   (feet)  ADJUSTED  
 DN0610  ___________________________________________________________________
 DN0610  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 DN0610  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DN0610  DYNAMIC HT  -         274.636 (meters)     901.03  (feet)  COMP
 DN0610  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 DN0610
 DN0610  HORZ ORDER  -  FIRST
 DN0610  VERT ORDER  -  FIRST     CLASS II
 DN0610
 DN0610.The horizontal coordinates were established by classical geodetic methods
 DN0610.and adjusted by the National Geodetic Survey in February 1996..
 DN0610
 DN0610.The orthometric height was determined by differential leveling
 DN0610.and adjusted by the National Geodetic Survey in June 1991..
 DN0610.WARNING-Repeat measurements at this control monument indicate possible
 DN0610.vertical movement.
 DN0610
 DN0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0610
 DN0610.The geoid height was determined by GEOID03.
 DN0610
 DN0610.The dynamic height is computed by dividing the NAVD 88
 DN0610.geopotential number by the normal gravity value computed on the
 DN0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0610.degrees latitude (g = 980.6199 gals.).
 DN0610
 DN0610.The modeled gravity was interpolated from observed gravity values.
 DN0610
 DN0610;                    North         East     Units Scale Factor Converg.
 DN0610;SPC TXNC     - 2,150,466.641   699,144.076   MT  0.99987278   +0 34 43.7
 DN0610;SPC TXNC     - 7,055,322.64  2,293,775.19   sFT  0.99987278   +0 34 43.7
 DN0610;UTM  14      - 3,654,482.127   645,823.976   MT  0.99986219   +0 51 03.3
 DN0610
 DN0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0610!SPC TXNC     -   0.99996121  x   0.99987278  =   0.99983399
 DN0610!UTM  14      -   0.99996121  x   0.99986219  =   0.99982340
 DN0610
 DN0610|---------------------------------------------------------------------|
 DN0610| PID    Reference Object                     Distance      Geod. Az  |
 DN0610|                                                           dddmmss.s |
 DN0610| DN0609 RICHARDSON RM 1                      23.131 METERS 03908     |
 DN0610| DN0612 RICHARDSON AZ MK                                   1350742.6 |
 DN0610| DN0608 RICHARDSON RM 2                      36.497 METERS 15700     |
 DN0610|---------------------------------------------------------------------|
 DN0610
 DN0610                          SUPERSEDED SURVEY CONTROL
 DN0610
 DN0610  NAD 83(1993)-  33 01 08.59604(N)    097 26 19.39196(W) AD(       ) 1
 DN0610  NAD 83(1986)-  33 01 08.59974(N)    097 26 19.38931(W) AD(       ) 1
 DN0610  NAD 27      -  33 01 08.15800(N)    097 26 18.31000(W) AD(       ) 1
 DN0610  NGVD 29 (??/??/92)  274.979  (m)          902.16   (f) ADJ UNCH    1 2
 DN0610
 DN0610.Superseded values are not recommended for survey control.
 DN0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0610.See file dsdata.txt to determine how the superseded data were derived.
 DN0610
 DN0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4582454482(NAD 83)
 DN0610_MARKER: DS = TRIANGULATION STATION DISK
 DN0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0610_STAMPING: RICHARDSON 1935
 DN0610_MARK LOGO: CGS   
 DN0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0610+STABILITY: SURFACE MOTION
 DN0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0610+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 DN0610
 DN0610  HISTORY     - Date     Condition        Report By
 DN0610  HISTORY     - 1935     MONUMENTED       CGS
 DN0610  HISTORY     - 1937     GOOD             TXHD
 DN0610  HISTORY     - 1947     GOOD             NGS
 DN0610  HISTORY     - 1950     GOOD             CGS
 DN0610  HISTORY     - 1955     GOOD             TXHD
 DN0610  HISTORY     - 1967     GOOD             CGS
 DN0610  HISTORY     - 1984     GOOD             NGS
 DN0610  HISTORY     - 19990827 MARK NOT FOUND   USPSQD
 DN0610  HISTORY     - 20010904 GOOD             INDIV
 DN0610  HISTORY     - 20020525 GOOD             INDIV
 DN0610
 DN0610                          STATION DESCRIPTION
 DN0610
 DN0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN0610'STATION IS ABOUT 3 MILES SE OF RHOME, ABOUT 6 MILES NW OF
 DN0610'HASLET, ON FARM OWNED AND OCCUPIED BY J.B. RICHARDSON, IN
 DN0610'HIS FRONT YARD, ON ITS E (FRONT) FENCE LINE, 77 FEET ESE
 DN0610'OF SE CORNER OF HIS HOUSE, 36 FEET E OF E SIDE OF HIS OPEN
 DN0610'WELL THAT IS IN YARD AND SE OF HIS HOUSE, 28 FEET W OF CENTER
 DN0610'LINE OF N-S DIRT ROAD THAT PASSES IN FRONT OF HOUSE, 21
 DN0610'FEET N OF SE CORNER POST OF THE YARD FENCE, ABOUT 225 FEET
 DN0610'SW OF U.S. HIGHWAY 81, ABOUT 300 FEET SW OF THE FORT WORTH
 DN0610'AND DENVER RAILROAD THAT IS JUST NE OF, AND PARALLEL TO
 DN0610'U.S. HIGHWAY 81.  THE MARK PROJECTS 5 INCHES.
 DN0610'
 DN0610'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN0610'BRONZE DISKS SET IN CONCRETE.
 DN0610'
 DN0610'REFERENCE MARK NO. 1 IS NE OF THE STATION, 19 FEET E OF THE
 DN0610'CENTER LINE OF THE N-S DIRT ROAD, ON THE RIGHT-OF-WAY FENCE
 DN0610'LINE.  IT PROJECTS 3 INCHES.
 DN0610'
 DN0610'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 20 FEET E OF
 DN0610'THE CENTER LINE OF THE N-S DIRT ROAD, ON THE RIGHT-OF-WAY
 DN0610'FENCE LINE.  IT PROJECTS 3 INCHES.
 DN0610'
 DN0610'AZIMUTH MARK IS SE OF THE STATION, 27 FEET NE OF THE CENTER
 DN0610'LINE OF U.S. HIGHWAY 81, ABOUT 40 FEET SW OF SW RAIL OF
 DN0610'THE FORT WORTH AND DENVER RAILROAD, 8 FEET N OF A TELEPHONE
 DN0610'POLE.  IT PROJECTS 6 INCHES.
 DN0610'
 DN0610'TO REACH FROM THE RAILROAD STATION IN RHOME, GO SE ON U.S.
 DN0610'HIGHWAY 81, 3.15 MILES TO A DIRT ROAD LEADING S.  THENCE
 DN0610'S ON DIRT ROAD ABOUT 0.05 MILE TO MR. RICHARDSONS HOUSE
 DN0610'AND THE STATION, ON W SIDE OF THE ROAD.
 DN0610'
 DN0610'ALL LIGHTS VISIBLE FROM GROUND.
 DN0610'
 DN0610'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 DN0610
 DN0610                          STATION RECOVERY (1937)
 DN0610
 DN0610'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN0610'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  NO
 DN0610'ATTEMPT MADE TO LOCATE REFERENCE MARKS.
 DN0610
 DN0610                          STATION RECOVERY (1947)
 DN0610
 DN0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DN0610'3.2 MI SE FROM RHOME.
 DN0610'ABOUT 3.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 81 FROM THE POST OFFICE
 DN0610'AT RHOME, WISE COUNTY, THENCE ABOUT 0.05 MILE SOUTH ALONG A DIRT ROAD.
 DN0610'AT THE K. B. RICHARDSON FARM, AT THE EAST (FRONT) FENCE OF THE YARD,
 DN0610'77 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 21 FEET NORTH
 DN0610'OF THE SOUTHEAST CORNER OF THE YARD, 28 FEET WEST OF THE CENTER LINE
 DN0610'OF THE ROAD, AND NEAR A WHITE WOODEN WITNESS POST.
 DN0610
 DN0610                          STATION RECOVERY (1950)
 DN0610
 DN0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN0610'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN0610'A REVISED DESCRIPTION OF THE ROUTE TO THE STATION IS AS
 DN0610'FOLLOWS--
 DN0610'
 DN0610'TO REACH FROM THE MAIN STREET INTERSECTION IN RHOME, GO
 DN0610'S ON HIGHWAY 81 FOR 3.0 MI.  THE PRESENT HIGHWAY IS THE
 DN0610'RIGHT FORK.  BEAR LEFT ON THE LEFT FORK (THE OLD HIGHWAY)
 DN0610'AND CONTINUE FOR 0.2 MI.  THEN TAKE A RIGHT FORK (A DIRT
 DN0610'ROAD) AND GO S FOR ABOUT 0.05 MI. TO THE STATION AS DESCRIBED.
 DN0610
 DN0610                          STATION RECOVERY (1955)
 DN0610
 DN0610'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 DN0610'THIS STATION RECOVERED AND IN GOOD CONDITION.
 DN0610
 DN0610                          STATION RECOVERY (1967)
 DN0610
 DN0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 DN0610'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 DN0610'MARK WERE FOUND TO BE IN GOOD CONDITION.
 DN0610'
 DN0610'DUE TO CHANGES MADE IN THE ROUTE OF U.S. HIGHWAY 81 A REVISED
 DN0610'DESCRIPTION OF THE STATION IS AS FOLLOWS--THE STATION IS
 DN0610'ABOUT 3 MILES SOUTHEAST OF RHOME, ABOUT 6 MILES NORTHWEST
 DN0610'OF HASLET, ABOUT 1/2 MILE NORTH OF U.S. HIGHWAY 81, ALONG
 DN0610'THE RIGHT-OF-WAY OF A NORTH-SOUTH DIRT ROAD.  THE STATION
 DN0610'IS ABOUT 100 YARDS SOUTHWEST OF THE FORT WORTH AND DENVER
 DN0610'RAILWAY (BURLINGTON).
 DN0610'
 DN0610'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DN0610'114 AND U.S. HIGHWAYS 81-287 IN RHOME, GO SOUTHEAST ON
 DN0610'U.S. HIGHWAYS 81-287 FOR 2.6 MILES TO A ROAD FORK.  KEEP
 DN0610'LEFT FORK (OLD HIGHWAY 81), GO 0.5 MILE TO A ROAD FORK.
 DN0610'TAKE RIGHT FORK, SOUTH, GO 0.1 MILE TO STATION.
 DN0610'
 DN0610'STATION MARK, A STANDARD DISK, STAMPED RICHARDSON 1935,
 DN0610'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3
 DN0610'INCHES ABOVE GROUND.  IT IS 103 FEET SOUTH OF THE CENTER
 DN0610'OF A PRIVATE DRIVEWAY, 76 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 DN0610'CORNER OF A FARM HOUSE, 27 FEET WEST OF THE CENTER LINE
 DN0610'OF A NORTH-SOUTH ROAD, AND 1 FOOT EAST OF A YARD FENCE.
 DN0610'
 DN0610'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED RICHARDSON
 DN0610'NO 1 1935, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 DN0610'WITH THE GROUND.  IT IS 46 FEET NORTH OF A POWER LINE POLE
 DN0610'WITH TRANSFORMER, 45 FEET SOUTH OF THE EXTENDED CENTER LINE
 DN0610'OF THE PRIVATE DRIVEWAY, AND 18 FEET EAST OF THE CENTER
 DN0610'OF THE NORTH-SOUTH ROAD.
 DN0610'
 DN0610'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED RICHARDSON
 DN0610'NO 2 1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 DN0610'IS ABOUT 2 INCHES BELOW THE SURFACE OF GROUND.  IT IS
 DN0610'123 FEET SOUTH OF THE POWER LINE POLE WITH TRANSFORMER,
 DN0610'AND 18 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD.
 DN0610'
 DN0610'AZIMUTH MARK, A STANDARD DISK, STAMPED RICHARDSON 1935,
 DN0610'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT
 DN0610'10 INCHES ABOVE GROUND.  IT IS 47 FEET SOUTHWEST OF THE
 DN0610'SOUTHWEST RAIL OF THE FORT WORTH AND DENVER RAILWAY, 29
 DN0610'FEET NORTHEAST OF THE CENTER LINE OF A BLACK-TOP ROAD (OLD
 DN0610'HIGHWAY 81), 88 FEET NORTH OF A PRIVATE ROAD CROSSING, AND
 DN0610'1 FOOT SOUTH OF A METAL WITNESS POST.
 DN0610'
 DN0610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DN0610'SOUTHEAST OF RHOME.
 DN0610
 DN0610                          STATION RECOVERY (1984)
 DN0610
 DN0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0610'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0610'TO REACH FOLLOWS.  5.0 KM (3.1 MI) SOUTHEASTERLY ALONG THE BURLINGTON
 DN0610'NORTHERN RAILROAD FROM ITS JUNCTION WITH 2ND STREET IN RHOME, THENCE
 DN0610'THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD.
 DN0610
 DN0610                          STATION RECOVERY (1999)
 DN0610
 DN0610'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0610'MARK NOT FOUND.
 DN0610
 DN0610                          STATION RECOVERY (2001)
 DN0610
 DN0610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 DN0610'RECOVERED IN GOOD CONDITION.
 DN0610
 DN0610                          STATION RECOVERY (2002)
 DN0610
 DN0610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TBH)
 DN0610'MARK FOUND IN GOOD COND. IN SOUTHEAST FRONT YARD OF HOUSE ON (HERMAN
 DN0610'PEPPER TRACT) NEAR SOUTHEAST CORNER OF THE J. JUMER SURVEY, ABSTRACT
 DN0610'473. MARK IS N 51 deg W 33.72 FT. FROM NAIL C.L. RD. AT SEC SURVEY.
 DN0610' GO NORTH ON THE EAST SIDE OF HWY. 287 AT RAMHORN HILL RD
 DN0610'ON (DIRT ROAD) TO
 DN0610'FIRST HOUSE ON LEFT +/- 300 FT. BEFORE ( SOUTH OF ) COUNTY RD. 4925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0612 ***********************************************************************
 DN0612  DESIGNATION -  RICHARDSON AZ MK
 DN0612  PID         -  DN0612
 DN0612  STATE/COUNTY-  TX/WISE
 DN0612  USGS QUAD   -  RHOME (1972)
 DN0612
 DN0612                         *CURRENT SURVEY CONTROL
 DN0612  ___________________________________________________________________
 DN0612* NAD 83(1986)-  33 00 51.     (N)    097 25 58.     (W)     SCALED    
 DN0612* NAVD 88     -       266.177  (meters)     873.28   (feet)  ADJUSTED  
 DN0612  ___________________________________________________________________
 DN0612  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DN0612  DYNAMIC HT  -         265.863 (meters)     872.25  (feet)  COMP
 DN0612  MODELED GRAV-     979,451.3   (mgal)                       NAVD 88
 DN0612
 DN0612  VERT ORDER  -  FIRST     CLASS II
 DN0612
 DN0612.The horizontal coordinates were scaled from a topographic map and have
 DN0612.an estimated accuracy of +/- 6 seconds.
 DN0612
 DN0612.The orthometric height was determined by differential leveling
 DN0612.and adjusted by the National Geodetic Survey in June 1991..
 DN0612.WARNING-Repeat measurements at this control monument indicate possible
 DN0612.vertical movement.
 DN0612
 DN0612.The geoid height was determined by GEOID03.
 DN0612
 DN0612.The dynamic height is computed by dividing the NAVD 88
 DN0612.geopotential number by the normal gravity value computed on the
 DN0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0612.degrees latitude (g = 980.6199 gals.).
 DN0612
 DN0612.The modeled gravity was interpolated from observed gravity values.
 DN0612
 DN0612;                    North         East    Units  Estimated Accuracy
 DN0612;SPC TXNC     - 2,149,930.      699,710.      MT  (+/- 180 meters Scaled)
 DN0612
 DN0612                          SUPERSEDED SURVEY CONTROL
 DN0612
 DN0612  NGVD 29 (??/??/92)  266.152  (m)          873.20   (f) ADJ UNCH    1 2
 DN0612
 DN0612.Superseded values are not recommended for survey control.
 DN0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0612.See file dsdata.txt to determine how the superseded data were derived.
 DN0612
 DN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB463539(NAD 83)
 DN0612_MARKER: DZ = AZIMUTH MARK DISK
 DN0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0612_STAMPING: RICHARDSON AZIMUTH 1935
 DN0612_MARK LOGO: CGS   
 DN0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0612+STABILITY: SURFACE MOTION
 DN0612
 DN0612  HISTORY     - Date     Condition        Report By
 DN0612  HISTORY     - 1935     MONUMENTED       CGS
 DN0612  HISTORY     - 1947     GOOD             NGS
 DN0612  HISTORY     - 1957     GOOD             NGS
 DN0612  HISTORY     - 1984     GOOD             NGS
 DN0612  HISTORY     - 19990827 GOOD             USPSQD
 DN0612  HISTORY     - 20010904 GOOD             INDIV
 DN0612
 DN0612                          STATION DESCRIPTION
 DN0612
 DN0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DN0612'3.6 MI SE FROM RHOME.
 DN0612'ABOUT 3.6 MILES SOUTHEAST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 DN0612'FROM THE STATION AT RHOME, 86.6 FEET NORTHWEST OF THE CENTER LINE OF A
 DN0612'PRIVATE ROAD CROSSING, 49.4 FEET SOUTHWEST OF AND ABOUT 5.0 FEET LOWER
 DN0612'THAN THE CENTER LINE OF THE TRACK, 30.0 FEET NORTHEAST OF THE CENTER
 DN0612'LINE OF A ROAD PARALLELING THE TRACK, 8.0 FEET NORTH OF A TELEPHONE
 DN0612'POLE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK SET
 DN0612'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE
 DN0612'GROUND.
 DN0612
 DN0612                          STATION RECOVERY (1957)
 DN0612
 DN0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DN0612'RECOVERED IN GOOD CONDITION.
 DN0612
 DN0612                          STATION RECOVERY (1984)
 DN0612
 DN0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0612'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0612'TO REACH FOLLOWS.  6.0 KM (3.75 MI) SOUTHEASTERLY ALONG THE
 DN0612'BURLINGTON NORTHERN RAILROAD FROM ITS JUNCTION WITH 2ND STREET IN
 DN0612'RHOME.
 DN0612
 DN0612                          STATION RECOVERY (1999)
 DN0612
 DN0612'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0612'RECOVERED IN GOOD CONDITION.
 DN0612
 DN0612                          STATION RECOVERY (2001)
 DN0612
 DN0612'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 DN0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2755 ***********************************************************************
 CS2755  DESIGNATION -  RICHARDSON CAMPBELL ROAD TANK
 CS2755  PID         -  CS2755
 CS2755  STATE/COUNTY-  TX/DALLAS
 CS2755  USGS QUAD   -  GARLAND (1973)
 CS2755
 CS2755                         *CURRENT SURVEY CONTROL
 CS2755  ___________________________________________________________________
 CS2755* NAD 83(1993)-  32 58 52.39803(N)    096 44 28.00764(W)     ADJUSTED  
 CS2755* NAVD 88     -                                                        
 CS2755  ___________________________________________________________________
 CS2755  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 CS2755  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CS2755
 CS2755  HORZ ORDER  -  THIRD
 CS2755
 CS2755.The horizontal coordinates were established by classical geodetic methods
 CS2755.and adjusted by the National Geodetic Survey in February 1996..
 CS2755
 CS2755
 CS2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2755
 CS2755.The geoid height was determined by GEOID03.
 CS2755
 CS2755;                    North         East     Units Scale Factor Converg.
 CS2755;SPC TXNC     - 2,147,146.683   764,379.935   MT  0.99987337   +0 57 33.4
 CS2755;SPC TXNC     - 7,044,430.41  2,507,803.17   sFT  0.99987337   +0 57 33.4
 CS2755;UTM  14      - 3,651,470.978   711,082.928   MT  1.00014941   +1 13 48.4
 CS2755
 CS2755                          SUPERSEDED SURVEY CONTROL
 CS2755
 CS2755  NAD 83(1993)-  32 58 52.40027(N)    096 44 28.00271(W) AD(       ) 4
 CS2755  NAD 83(1986)-  32 58 52.40565(N)    096 44 27.99357(W) AD(       ) 4
 CS2755  NAD 27      -  32 58 51.97100(N)    096 44 27.00800(W) AD(       ) 3
 CS2755
 CS2755.Superseded values are not recommended for survey control.
 CS2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2755.See file dsdata.txt to determine how the superseded data were derived.
 CS2755
 CS2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1108351471(NAD 83)
 CS2755_MARKER: 53 = ELEVATED TANK
 CS2755
 CS2755  HISTORY     - Date     Condition        Report By
 CS2755  HISTORY     - 1965     FIRST OBSERVED   CGS
 CS2755  HISTORY     - 1985     GOOD             USPSQD
 CS2755  HISTORY     - 19910621 GOOD             USPSQD
 CS2755
 CS2755                          STATION DESCRIPTION
 CS2755
 CS2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 CS2755'THE STATION IS ABOUT 2 MILES NORTH OF RICHARDSON, ABOUT 0.1
 CS2755'MILE NORTH OF THE INTERSECTION OF CUSTER ROAD AND CAMPBELL
 CS2755'ROAD.  THE TANK IS AN OBLONG METAL STRUCTURE, PAINTED DARK GREEN,
 CS2755'SUPPORTED BY ROUND METAL LEGS, AND IS ABOUT 125 FEET HIGH.
 CS2755'THE POINTED INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 CS2755
 CS2755                          STATION RECOVERY (1985)
 CS2755
 CS2755'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2755'RECOVERED IN GOOD CONDITION.
 CS2755
 CS2755                          STATION RECOVERY (1991)
 CS2755
 CS2755'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2834 ***********************************************************************
 CS2834  DESIGNATION -  RICHARDSON HEIGHTS WATER TANK
 CS2834  PID         -  CS2834
 CS2834  STATE/COUNTY-  TX/DALLAS
 CS2834  USGS QUAD   -  ADDISON (1981)
 CS2834
 CS2834                         *CURRENT SURVEY CONTROL
 CS2834  ___________________________________________________________________
 CS2834* NAD 83(1993)-  32 57 24.93059(N)    096 45 49.22323(W)     ADJUSTED  
 CS2834* NAVD 88     -                                                        
 CS2834  ___________________________________________________________________
 CS2834  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 CS2834  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CS2834
 CS2834  HORZ ORDER  -  THIRD
 CS2834
 CS2834.The horizontal coordinates were established by classical geodetic methods
 CS2834.and adjusted by the National Geodetic Survey in February 1996..
 CS2834
 CS2834
 CS2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2834
 CS2834.The geoid height was determined by GEOID03.
 CS2834
 CS2834;                    North         East     Units Scale Factor Converg.
 CS2834;SPC TXNC     - 2,144,417.739   762,316.282   MT  0.99987398   +0 56 49.1
 CS2834;SPC TXNC     - 7,035,477.20  2,501,032.67   sFT  0.99987398   +0 56 49.1
 CS2834;UTM  14      - 3,648,731.585   709,031.623   MT  1.00013878   +1 13 01.3
 CS2834
 CS2834                          SUPERSEDED SURVEY CONTROL
 CS2834
 CS2834  NAD 83(1993)-  32 57 24.93322(N)    096 45 49.21820(W) AD(       ) 4
 CS2834  NAD 83(1986)-  32 57 24.93808(N)    096 45 49.20797(W) AD(       ) 4
 CS2834  NAD 27      -  32 57 24.50200(N)    096 45 48.21200(W) AD(       ) 3
 CS2834
 CS2834.Superseded values are not recommended for survey control.
 CS2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2834.See file dsdata.txt to determine how the superseded data were derived.
 CS2834
 CS2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0903248732(NAD 83)
 CS2834_MARKER: 53 = ELEVATED TANK
 CS2834
 CS2834  HISTORY     - Date     Condition        Report By
 CS2834  HISTORY     - 1965     FIRST OBSERVED   CGS
 CS2834  HISTORY     - 1985     SEE DESCRIPTION  USPSQD
 CS2834  HISTORY     - 19910617 GOOD             USPSQD
 CS2834
 CS2834                          STATION DESCRIPTION
 CS2834
 CS2834'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 CS2834'THE STATION IS LOCATED IN THE RICHARDSON HEIGHTS RESIDENTIAL
 CS2834'DISTRICT, ABOUT 0.3 MILE EAST OF COIT ROAD AND 0.35 MILE SOUTH OF
 CS2834'ARAPAHO ROAD.  THE TANK IS AN OBLONG METAL STRUCTURE, PAINTED
 CS2834'LIGHT GREEN, SUPPORTED BY ABOUT 10 TWIN LEGS AND IS ABOUT
 CS2834'135 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE LARGE CAP
 CS2834'AT THE APEX OF THE TANK.
 CS2834
 CS2834                          STATION RECOVERY (1985)
 CS2834
 CS2834'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2834'RECOVERED AS DESCRIBED.
 CS2834
 CS2834                          STATION RECOVERY (1991)
 CS2834
 CS2834'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0609 ***********************************************************************
 DN0609  DESIGNATION -  RICHARDSON RM 1
 DN0609  PID         -  DN0609
 DN0609  STATE/COUNTY-  TX/WISE
 DN0609  USGS QUAD   -  RHOME (1972)
 DN0609
 DN0609                         *CURRENT SURVEY CONTROL
 DN0609  ___________________________________________________________________
 DN0609* NAD 83(1986)-  33 01 09.     (N)    097 26 18.     (W)     SCALED    
 DN0609* NAVD 88     -       274.849  (meters)     901.73   (feet)  ADJUSTED  
 DN0609  ___________________________________________________________________
 DN0609  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DN0609  DYNAMIC HT  -         274.524 (meters)     900.67  (feet)  COMP
 DN0609  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 DN0609
 DN0609  VERT ORDER  -  FIRST     CLASS II
 DN0609
 DN0609.The horizontal coordinates were scaled from a topographic map and have
 DN0609.an estimated accuracy of +/- 6 seconds.
 DN0609
 DN0609.The orthometric height was determined by differential leveling
 DN0609.and adjusted by the National Geodetic Survey in June 1991..
 DN0609.WARNING-Repeat measurements at this control monument indicate possible
 DN0609.vertical movement.
 DN0609
 DN0609.The geoid height was determined by GEOID03.
 DN0609
 DN0609.The dynamic height is computed by dividing the NAVD 88
 DN0609.geopotential number by the normal gravity value computed on the
 DN0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0609.degrees latitude (g = 980.6199 gals.).
 DN0609
 DN0609.The modeled gravity was interpolated from observed gravity values.
 DN0609
 DN0609;                    North         East    Units  Estimated Accuracy
 DN0609;SPC TXNC     - 2,150,480.      699,180.      MT  (+/- 180 meters Scaled)
 DN0609
 DN0609                          SUPERSEDED SURVEY CONTROL
 DN0609
 DN0609  NGVD 29 (??/??/92)  274.795  (m)          901.56   (f) ADJ UNCH    1 2
 DN0609
 DN0609.Superseded values are not recommended for survey control.
 DN0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0609.See file dsdata.txt to determine how the superseded data were derived.
 DN0609
 DN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB458544(NAD 83)
 DN0609_MARKER: DR = REFERENCE MARK DISK
 DN0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0609_STAMPING: RICHARDSON NO. 1 1935
 DN0609_MARK LOGO: CGS   
 DN0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0609+STABILITY: SURFACE MOTION
 DN0609
 DN0609  HISTORY     - Date     Condition        Report By
 DN0609  HISTORY     - 1935     MONUMENTED       CGS
 DN0609  HISTORY     - 1947     GOOD             NGS
 DN0609  HISTORY     - 1984     GOOD             NGS
 DN0609  HISTORY     - 19990827 GOOD             USPSQD
 DN0609  HISTORY     - 20010904 GOOD             INDIV
 DN0609
 DN0609                          STATION DESCRIPTION
 DN0609
 DN0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DN0609'3.2 MI SE FROM RHOME.
 DN0609'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 DN0609'RHOME, THENCE .05 MILE WEST ALONG A DIRT ROAD.  AT THE J.B. RICHARDSON
 DN0609'FARM, 40 YARDS EAST OF THE HOUSE, 19 FEET EAST OF THE CENTERLINE OF
 DN0609'THE ROAD, AND SET IN A FENCE LINE.  A STANDARD DISK, STAMPED
 DN0609'RICHARDSON NO. 1 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DN0609'10 INCHES.  NOTE-- THIS MARK IS 75.89 FEET NORTHEAST OF TRIANGULATION
 DN0609'STATION RICHARDSON.
 DN0609
 DN0609                          STATION RECOVERY (1984)
 DN0609
 DN0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0609'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 DN0609'A NEW TO REACH FOLLOWS.  5.0 KM (3.1 MI) SOUTHEASTERLY ALONG THE
 DN0609'BURLINGTON NORTHERN RAILROAD FROM ITS JUNCTION WITH 2ND STREET IN
 DN0609'RHOME.
 DN0609
 DN0609                          STATION RECOVERY (1999)
 DN0609
 DN0609'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0609'RECOVERED IN GOOD CONDITION.
 DN0609
 DN0609                          STATION RECOVERY (2001)
 DN0609
 DN0609'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 DN0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0608 ***********************************************************************
 DN0608  DESIGNATION -  RICHARDSON RM 2
 DN0608  PID         -  DN0608
 DN0608  STATE/COUNTY-  TX/WISE
 DN0608  USGS QUAD   -  RHOME (1972)
 DN0608
 DN0608                         *CURRENT SURVEY CONTROL
 DN0608  ___________________________________________________________________
 DN0608* NAD 83(1986)-  33 01 07.     (N)    097 26 18.     (W)     SCALED    
 DN0608* NAVD 88     -       275.490  (meters)     903.84   (feet)  ADJUSTED  
 DN0608  ___________________________________________________________________
 DN0608  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DN0608  DYNAMIC HT  -         275.165 (meters)     902.77  (feet)  COMP
 DN0608  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 DN0608
 DN0608  VERT ORDER  -  FIRST     CLASS II
 DN0608
 DN0608.The horizontal coordinates were scaled from a topographic map and have
 DN0608.an estimated accuracy of +/- 6 seconds.
 DN0608
 DN0608.The orthometric height was determined by differential leveling
 DN0608.and adjusted by the National Geodetic Survey in June 1991..
 DN0608.WARNING-Repeat measurements at this control monument indicate possible
 DN0608.vertical movement.
 DN0608
 DN0608.The geoid height was determined by GEOID03.
 DN0608
 DN0608.The dynamic height is computed by dividing the NAVD 88
 DN0608.geopotential number by the normal gravity value computed on the
 DN0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0608.degrees latitude (g = 980.6199 gals.).
 DN0608
 DN0608.The modeled gravity was interpolated from observed gravity values.
 DN0608
 DN0608;                    North         East    Units  Estimated Accuracy
 DN0608;SPC TXNC     - 2,150,420.      699,180.      MT  (+/- 180 meters Scaled)
 DN0608
 DN0608                          SUPERSEDED SURVEY CONTROL
 DN0608
 DN0608  NGVD 29 (??/??/92)  275.436  (m)          903.66   (f) ADJ UNCH    1 2
 DN0608
 DN0608.Superseded values are not recommended for survey control.
 DN0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0608.See file dsdata.txt to determine how the superseded data were derived.
 DN0608
 DN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB458544(NAD 83)
 DN0608_MARKER: DR = REFERENCE MARK DISK
 DN0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0608_STAMPING: RICHARDSON NO. 2 1935
 DN0608_MARK LOGO: CGS   
 DN0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0608+STABILITY: SURFACE MOTION
 DN0608
 DN0608  HISTORY     - Date     Condition        Report By
 DN0608  HISTORY     - 1935     MONUMENTED       CGS
 DN0608  HISTORY     - 1947     GOOD             NGS
 DN0608  HISTORY     - 1984     GOOD             NGS
 DN0608  HISTORY     - 19990827 GOOD             USPSQD
 DN0608  HISTORY     - 20010904 GOOD             INDIV
 DN0608
 DN0608                          STATION DESCRIPTION
 DN0608
 DN0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DN0608'3.2 MI SE FROM RHOME.
 DN0608'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 DN0608'RHOME, THENCE .05 MILE WEST ALONG A DIRT ROAD.  AT THE J.B. RICHARDSON
 DN0608'FARM, 40 YARDS EAST OF THE HOUSE, 20 FEET EAST OF THE CENTERLINE OF
 DN0608'THE ROAD, AND SET IN THE FENCE LINE.  A STANDARD DISK, STAMPED
 DN0608'RICHARDSON NO. 2 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DN0608'12 INCHES.  NOTE-- THIS MARK IS 119.74 FEET SOUTH-SOUTHEAST OF
 DN0608'TRIANGULATION STATION RICHARDSON.
 DN0608
 DN0608                          STATION RECOVERY (1984)
 DN0608
 DN0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0608'RECOVERED IN GOOD CONDITION EXCEPT A NEW
 DN0608'TO REACH FOLLOWS.  5.0 KM (3.1 MI) SOUTHEASTERLY ALONG THE BURLINGTON
 DN0608'NORTHERN RAILROAD FROM ITS JUNCTION WITH 2ND STREET IN RHOME.
 DN0608'NOT LEVELED TO DURING THIS PROJECT.
 DN0608
 DN0608                          STATION RECOVERY (1999)
 DN0608
 DN0608'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0608'RECOVERED IN GOOD CONDITION.
 DN0608
 DN0608                          STATION RECOVERY (2001)
 DN0608
 DN0608'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 DN0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0660 ***********************************************************************
 AO0660  DESIGNATION -  RICHEY RESET
 AO0660  PID         -  AO0660
 AO0660  STATE/COUNTY-  TX/FRIO
 AO0660  USGS QUAD   -  DILLEY NE (1974)
 AO0660
 AO0660                         *CURRENT SURVEY CONTROL
 AO0660  ___________________________________________________________________
 AO0660* NAD 83(1993)-  28 43 31.22263(N)    099 01 55.15859(W)     ADJUSTED  
 AO0660* NAVD 88     -       173.1    (meters)     568.     (feet)  VERTCON   
 AO0660  ___________________________________________________________________
 AO0660  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AO0660  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AO0660
 AO0660  HORZ ORDER  -  FIRST
 AO0660
 AO0660.The horizontal coordinates were established by classical geodetic methods
 AO0660.and adjusted by the National Geodetic Survey in February 1996..
 AO0660
 AO0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0660
 AO0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0660
 AO0660.The geoid height was determined by GEOID03.
 AO0660
 AO0660;                    North         East     Units Scale Factor Converg.
 AO0660;SPC TXSC     - 4,098,860.211   596,875.124   MT  0.99991942   -0 00 56.4
 AO0660;SPC TXSC     -13,447,677.21  1,958,247.80   sFT  0.99991942   -0 00 56.4
 AO0660;UTM  14      - 3,177,556.640   496,876.122   MT  0.99960012   -0 00 55.3
 AO0660
 AO0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0660!SPC TXSC     -   0.99997670  x   0.99991942  =   0.99989612
 AO0660!UTM  14      -   0.99997670  x   0.99960012  =   0.99957683
 AO0660
 AO0660:                Primary Azimuth Mark                     Grid Az
 AO0660:SPC TXSC     -  RICHEY AZ MK                             049 44 45.5
 AO0660:UTM  14      -  RICHEY AZ MK                             049 44 44.4
 AO0660
 AO0660|---------------------------------------------------------------------|
 AO0660| PID    Reference Object                     Distance      Geod. Az  |
 AO0660|                                                           dddmmss.s |
 AO0660| CV6096 RICHEY AZ MK                                       0494349.1 |
 AO0660| CV6097 RICHEY RM 1                          30.376 METERS 05658     |
 AO0660| CV6098 RICHEY RM 2                          26.090 METERS 13911     |
 AO0660| CV6099 RICHEY RM 3                          23.495 METERS 21813     |
 AO0660| CV6100 RICHEY RM 4                          27.714 METERS 24704     |
 AO0660| CV6101 RICHEY RM 5                           8.245 METERS 32306     |
 AO0660|---------------------------------------------------------------------|
 AO0660
 AO0660                          SUPERSEDED SURVEY CONTROL
 AO0660
 AO0660  NAD 83(1986)-  28 43 31.22359(N)    099 01 55.13767(W) AD(       ) 1
 AO0660  NAD 27      -  28 43 30.29900(N)    099 01 54.02400(W) AD(       ) 1
 AO0660  NGVD 29 (07/28/98)  173.0    (m)          568.     (f) VERT ANG       
 AO0660
 AO0660.Superseded values are not recommended for survey control.
 AO0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0660.See file dsdata.txt to determine how the superseded data were derived.
 AO0660
 AO0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9687677557(NAD 83)
 AO0660_MARKER: DS = TRIANGULATION STATION DISK
 AO0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0660_PROJECTION: FLUSH
 AO0660
 AO0660  HISTORY     - Date     Condition        Report By
 AO0660  HISTORY     - 1971     MONUMENTED       NGS
 AO0660  HISTORY     - 19950724 MARK NOT FOUND   USPSQD
 AO0660  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 AO0660
 AO0660                          STATION DESCRIPTION
 AO0660
 AO0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0660'RM 4 TO RM 5 OBSTRUCTED BY HEAVY HIGH BRUSH.
 AO0660'
 AO0660'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED, AND ALL MARKS
 AO0660'WERE FOUND TO BE IN GOOD CONDITION.  ALL MEASUREMENTS WERE
 AO0660'CONFIRMED.  THE STATION MARK AND REFERENCE MARK 4 WERE FOUND
 AO0660'CHIPPED BUT SOLID IN THE GROUND.  A NEW SURFACE MARK WAS SET AS THE
 AO0660'ORIGINAL MARK WAS REMOVED TO CHECK FOR ECCENTRICITY,
 AO0660'HOWEVER NO ECCENTRICITY WAS FOUND.  MR. P.J. MORALES OF
 AO0660'PEARSALL STILL OWNS THE LAND.  DUE TO CHANGES A COMPLETE
 AO0660'DESCRIPTION FOLLOWS.
 AO0660'
 AO0660'THE STATION IS ABOUT 4 MILES NORTH AND 8 MILES EAST OF DILLEY,
 AO0660'3-1/4 MILES SOUTH AND 6 MILES EAST OF DERBY AND ON LAND OWNED BY
 AO0660'MR. P.J. MORALES OF PEARSALL.  MR. AMELIA, FOREMAN, LIVES IN THE
 AO0660'FIRST HOUSE ON THE RIGHT AS YOU ENTER THE FARM.
 AO0660'
 AO0660'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND FARM
 AO0660'ROAD 1583 IN DERBY, GO SOUTHEAST ON ROAD 1583 FOR 3.2 MILES TO THE
 AO0660'END OF THE PAVEMENT.  TURN LEFT AND GO NORTHEAST ON A GRAVELED
 AO0660'ROAD FOR 0.6 MILE TO A FORK.  KEEP RIGHT AND FOLLOW THE MAIN ROAD
 AO0660'SOUTHEAST FOR 2.7 MILES TO A CROSSROAD JUST AFTER CROSSING A
 AO0660'CATTLE GUARD.  CONTINUE SOUTHEAST AS PER SIGN MORALES RANCH AND
 AO0660'FOLLOW A BLADED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT JUST AFTER
 AO0660'PASSING BETWEEN TWO FARM HOUSES.  TURN LEFT AND GO NORTHEAST
 AO0660'ON A BLADED ROAD FOR 0.35 MILE TO A FORK.  KEEP LEFT AND FOLLOW
 AO0660'TRACK ROAD NORTH AND NORTHEAST FOR 0.15 MILE TO A CATTLE GUARD.
 AO0660'CONTINUE NORTHEAST FOR 0.55 MILE TO THE TOP OF A RISE, WINDMILL,
 AO0660'LARGE CONCRETE WATER TANK AND THE STATION.
 AO0660'
 AO0660'THE STATION MARK IS A STANDARD DISK STAMPED RICHEY 1935 1971.  THE
 AO0660'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AO0660'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 24 FEET
 AO0660'NORTH OF THE NORTH EDGE OF THE CONCRETE TANK, 28 FEET WEST OF THE
 AO0660'LADDER LEG OF A WINDMILL, 26 FEET SOUTH-SOUTHWEST OF THE SOUTH
 AO0660'LEG OF A GAME LOOKOUT TOWER, 28 FEET SOUTHEAST OF THE FENCE, 12
 AO0660'FEET NORTHWEST OF THE CENTER OF A TRACK ROAD AND 1 FOOT
 AO0660'NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS A
 AO0660'STANDARD DISK STAMPED RICHEY 1935, SET IN THE TOP OF AN
 AO0660'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 AO0660'
 AO0660'REFERENCE MARK 4, A STANDARD DISK STAMPED RICHEY NO 4 1952, IS SET
 AO0660'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AO0660'3 INCHES.  IT IS 74 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AO0660'CONCRETE TANK, 38 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD,
 AO0660'1 FOOT SOUTHEAST OF THE FENCE AND APPROXIMATELY 1 FOOT LOWER THAN
 AO0660'THE STATION.
 AO0660'
 AO0660'REFERENCE MARK 5, A STANDARD DISK STAMPED RICHEY NO 5 1935, IS SET
 AO0660'IN TOP OF A 10 BY 10 INCH IRREGULAR CONCRETE MONUMENT WHICH IS ABOUT
 AO0660'1 INCH BELOW THE GROUND SURFACE.  IT IS 48 FEET NORTH-NORTHWEST OF
 AO0660'THE EDGE OF THE CONCRETE TANK, 39 FEET NORTHWEST OF THE CENTER OF
 AO0660'THE TRACK ROAD, 28 FEET WEST-SOUTHWEST OF THE WEST LEG OF THE
 AO0660'GAME LOOKOUT TOWER, 1 FOOT SOUTHEAST OF THE FENCE AND
 AO0660'APPROXIMATELY 1 FOOT LOWER THAN THE STATION.
 AO0660'
 AO0660'AZIMUTH MARK, A STANDARD DISK STAMPED RICHEY 1952, IS SET IN A
 AO0660'CYLINDRICAL CONCRETE MONUMENT 10-INCHES IN DIAMETER AND PROJECTS
 AO0660'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET EAST OF THE
 AO0660'CENTER OF A METAL GATE, 52 FEET NORTH OF THE CENTER OF THE TRACK
 AO0660'ROAD, 3 FEET NORTHWEST OF A WOODEN WITNESS POST AND 1 FOOT
 AO0660'SOUTHWEST OF A FENCE.
 AO0660'
 AO0660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-3/4 MILES
 AO0660'SOUTHEAST OF DERBY.
 AO0660'
 AO0660'HEIGHT OF LIGHT ABOVE STATION MARK 16.0 FEET.
 AO0660
 AO0660                          STATION RECOVERY (1995)
 AO0660
 AO0660'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0660'MARK NOT FOUND.
 AO0660
 AO0660                          STATION RECOVERY (2003)
 AO0660
 AO0660'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0968 ***********************************************************************
 CT0968  DESIGNATION -  RICHIE
 CT0968  PID         -  CT0968
 CT0968  STATE/COUNTY-  TX/PALO PINTO
 CT0968  USGS QUAD   -  WHITT (1984)
 CT0968
 CT0968                         *CURRENT SURVEY CONTROL
 CT0968  ___________________________________________________________________
 CT0968* NAD 83(1993)-  32 57 45.11609(N)    098 05 24.08165(W)     ADJUSTED  
 CT0968* NAVD 88     -       359.6    (meters)    1180.     (feet)  VERTCON   
 CT0968  ___________________________________________________________________
 CT0968  X           -    -753,886.440 (meters)                     COMP
 CT0968  Y           -  -5,303,702.851 (meters)                     COMP
 CT0968  Z           -   3,450,653.294 (meters)                     COMP
 CT0968  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 CT0968  ELLIP HEIGHT-         331.46  (meters)          (02/16/96) GPS OBS
 CT0968  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CT0968
 CT0968  HORZ ORDER  -  FIRST
 CT0968  ELLP ORDER  -  FIFTH     CLASS I
 CT0968
 CT0968.The horizontal coordinates were established by classical geodetic methods
 CT0968.and adjusted by the National Geodetic Survey in February 1996..
 CT0968
 CT0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0968
 CT0968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT0968
 CT0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0968
 CT0968.The ellipsoidal height was determined by GPS observations
 CT0968.and is referenced to NAD 83.
 CT0968
 CT0968.The geoid height was determined by GEOID03.
 CT0968
 CT0968;                    North         East     Units Scale Factor Converg.
 CT0968;SPC TXNC     - 2,143,772.880   638,324.951   MT  0.99987383   +0 13 25.0
 CT0968;SPC TXNC     - 7,033,361.52  2,094,237.78   sFT  0.99987383   +0 13 25.0
 CT0968;UTM  14      - 3,647,500.740   585,043.671   MT  0.99968917   +0 29 42.5
 CT0968
 CT0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0968!SPC TXNC     -   0.99994796  x   0.99987383  =   0.99982180
 CT0968!UTM  14      -   0.99994796  x   0.99968917  =   0.99963715
 CT0968
 CT0968|---------------------------------------------------------------------|
 CT0968| PID    Reference Object                     Distance      Geod. Az  |
 CT0968|                                                           dddmmss.s |
 CT0968| CX8078 RICHIE RM 2                          27.022 METERS 06147     |
 CT0968| CX8076 RICHIE AZ MK                                       0774323.5 |
 CT0968| CT0969 RICHIE RM A 1967                     28.526 METERS 26610     |
 CT0968| CX8077 RICHIE RM 1                          21.298 METERS 31445     |
 CT0968|---------------------------------------------------------------------|
 CT0968
 CT0968                          SUPERSEDED SURVEY CONTROL
 CT0968
 CT0968  NAD 83(1993)-  32 57 45.11944(N)    098 05 24.07093(W) AD(       ) 1
 CT0968  NAD 83(1986)-  32 57 45.11922(N)    098 05 24.06692(W) AD(       ) 1
 CT0968  NAD 27      -  32 57 44.68439(N)    098 05 22.91452(W) AD(       ) 1
 CT0968  NGVD 29 (07/19/86)  359.5    (m)         1179.     (f) VERT ANG       
 CT0968
 CT0968.Superseded values are not recommended for survey control.
 CT0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0968.See file dsdata.txt to determine how the superseded data were derived.
 CT0968
 CT0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8504447501(NAD 83)
 CT0968_MARKER: DS = TRIANGULATION STATION DISK
 CT0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0968_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0968+STABILITY: SURFACE MOTION
 CT0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0968+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CT0968
 CT0968  HISTORY     - Date     Condition        Report By
 CT0968  HISTORY     - 1967     MONUMENTED       CGS
 CT0968  HISTORY     - 1974     GOOD             NGS
 CT0968  HISTORY     - 1988     GOOD             NGS
 CT0968  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 CT0968  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT0968
 CT0968                          STATION DESCRIPTION
 CT0968
 CT0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 CT0968'STATION IS LOCATED ABOUT 10-1/2 MILES NORTH OF MINERAL WELLS, ABOUT
 CT0968'5 MILES SOUTH OF PERRIN, AND ABOUT 4 MILES EAST OF ORAN.  STATION
 CT0968'IS IN PASTURE LAND, ON PROPERTY OWNED BY MR. JOHN P. RICHIE.  THE
 CT0968'STATION MARK IS 43-1/2 FEET SOUTH OF A FENCE LINE, 148 FEET
 CT0968'NORTHWEST OF THE SOUTHWEST CORNER OF A TIN BARN AND 54 FEET
 CT0968'SOUTHEAST OF THE EAST GATE POST.  THE STATION IS MARKED BY A
 CT0968'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A 12 INCH
 CT0968'CONCRETE CYLINDER MONUMENT, THAT PROJECTS 2 INCHES ABOVE THE
 CT0968'SURFACE OF THE GROUND.  THE DISK IS STAMPED RICHIE 1967.
 CT0968'
 CT0968'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 CT0968'COUNTY ROUTE T-254, WHICH IS ABOUT 8 MILES NORTH OF MINERAL
 CT0968'WELLS.  GO NORTH ON U.S. HIGHWAY 281 FOR 2.2 MILES TO THE JUNCTION
 CT0968'OF U.S. HIGHWAY 281 AND COUNTY ROUTE T-52.  TURN LEFT AND GO WEST
 CT0968'FOR 1.0 MILE ON T-52 TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 CT0968'NORTH ON GRADED ROAD FOR 0.8 MILE TO A GATE ON THE LEFT.  (TO
 CT0968'REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTH ON GRADED
 CT0968'ROAD FOR 0.1 MILE TO MARK ON THE LEFT, WEST SIDE OF ROAD).
 CT0968'TURN LEFT AND PASS THROUGH GATE AND GO WEST FOR 0.4 MILE ON
 CT0968'FARM LANE TO STATION AS DESCRIBED.
 CT0968'
 CT0968'AZIMUTH MARK IS 58.5 FEET WEST OF A UTILITY POLE NO. 5-68-6 WITH
 CT0968'TRANSFORMER ATTACHED, 35-1/2 FEET WEST OF APPROXIMATE CENTER OF A
 CT0968'GRADED ROAD.  IT IS MARKED BY A STANDARD DISK, SET IN THE TOP OF A
 CT0968'12 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 3 INCHES ABOVE
 CT0968'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED RICHIE 1967.
 CT0968'
 CT0968'REFERENCE MARK NO. 1 IS 1.3 FEET WEST OF THE CORNER POST OF A
 CT0968'FENCE LINE, 13 FEET SOUTHEAST OF A 6-INCH TREE.  IT IS MARKED BY
 CT0968'A STANDARD DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 CT0968'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 CT0968'GROUND.  THE DISK IS STAMPED RICHIE NO. 1 1967.
 CT0968'
 CT0968'REFERENCE MARK NO. 2 IS 67 FEET WEST OF THE NORTH GATE POST AND
 CT0968'1 FOOT SOUTH OF A FENCE LINE.  IT IS MARKED BY A STANDARD DISK SET
 CT0968'IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS
 CT0968'4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 CT0968'RICHIE NO. 2 1967.
 CT0968'
 CT0968'HEIGHT OF LIGHT ABOVE STATION MARK 22.74 METERS.
 CT0968
 CT0968                          STATION RECOVERY (1974)
 CT0968
 CT0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EJK)
 CT0968'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 CT0968'AS DESCRIBED IN 1967 AND FOUND TO BE IN GOOD CONDITION.
 CT0968'
 CT0968'A CHECK WAS MADE FOR THE DISTANCE AND DIRECTION TO THE AZIMUTH
 CT0968'MARK AND REFERENCE MARKS AND WERE FOUND TO BE ADEQUATE.
 CT0968'
 CT0968'THE LOCATION OF THE STATION AND THE TO REACH WERE ADEQUATE.
 CT0968'
 CT0968'THE OWNERSHIP OF THE PROPERTY HAS BEEN TRANSFERRED SINCE THE
 CT0968'ERECTION OF STATION RICHIE.  THE NEW OWNER IS LT. COL. MILTON
 CT0968'SANDERS.
 CT0968'
 CT0968'ACCESS TO THE PROPERTY MAY BE OBTAINED FROM MR. CLAUDE C. LAMKIN
 CT0968'WHO LIVES ON COUNTY ROUTE T-52 ABOUT 1.5 MILES WEST OF THE JUNCTION
 CT0968'OF U.S. HWY. 281 AND T-52.
 CT0968'
 CT0968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CT0968'10 MILES NORTH OF MINERAL WELLS.
 CT0968
 CT0968                          STATION RECOVERY (1988)
 CT0968
 CT0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CT0968'THE STATION WAS RECOVERED AT THIS DATE.
 CT0968'RM 1 AND 2 WERE RECOVERED AT THIS TIME BUT NOT DESCRIBED.
 CT0968'
 CT0968'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 CT0968'SOUTH OF PERRIN, 16.9 KM (10.5 MI) NORTH OF MINERAL WELLS.  IT IS
 CT0968'IN PASTURE LAND.
 CT0968'OWNERSHIP--MR. MILTON D. SANDERS,
 CT0968'PO BOX 72A, PERRIN TX 76075, PHONE 817-798-2633.
 CT0968'
 CT0968'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 281 AND COUNTY
 CT0968'ROAD T-254, WHICH IS ABOUT 12.9 KM (8.0 MI) NORTH OF MINERAL WELLS,
 CT0968'GO NORTH ON US HIGHWAY 281 FOR 3.3 KM (2.2 MI) TO THE JUNCTION WITH
 CT0968'COUNTY ROAD T-52.  TURN LEFT AND GO WEST ON COUNTY ROAD T-52 FOR
 CT0968'1.6 KM (1.0 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR
 CT0968'1.3 KM (0.8 MI) TO A METAL GATE ON THE LEFT.  TURN LEFT THROUGH
 CT0968'GATE AND GO WEST FOR 0.6 KM (0.4 MI) ON FARM LANE TO THE STATION ON
 CT0968'THE LEFT.
 CT0968'
 CT0968'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---RICHIE
 CT0968'1967---, SET IN THE TOP OF A 30 CM IN DIAMETER CONCRETE POST THAT
 CT0968'PROJECTS 2 CM ABOVE THE GROUND.  LOCATED 45.1 METERS (148.0 FT)
 CT0968'NORTHWEST FROM THE SOUTHWEST CORNER OF A TIN BARN, 27.022 METERS
 CT0968'(88.65 FT) EAST FROM RM 2, 21.298 METERS (69.87 FT) NORTHWEST FROM
 CT0968'RM 1, 16.5 METERS (54.0 FT) SOUTHEAST FROM EAST GATE POST AND 13.3
 CT0968'METERS (43.5 FT) SOUTH FROM A FENCELINE.
 CT0968'
 CT0968'GPS TRIMBLE SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CT0968'
 CT0968'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CT0968'
 CT0968'DESCRIBED BY D.A. BOWLING.
 CT0968
 CT0968                          STATION RECOVERY (2001)
 CT0968
 CT0968'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0968'MARK NOT FOUND.
 CT0968
 CT0968                          STATION RECOVERY (2005)
 CT0968
 CT0968'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0969 ***********************************************************************
 CT0969  DESIGNATION -  RICHIE RM A 1967
 CT0969  PID         -  CT0969
 CT0969  STATE/COUNTY-  TX/PALO PINTO
 CT0969  USGS QUAD   -  WHITT (1984)
 CT0969
 CT0969                         *CURRENT SURVEY CONTROL
 CT0969  ___________________________________________________________________
 CT0969* NAD 83(1993)-  32 57 45.05411(N)    098 05 25.17761(W)     ADJUSTED  
 CT0969* NAVD 88     -       359.0    (meters)    1178.     (feet)  VERTCON   
 CT0969  ___________________________________________________________________
 CT0969  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 CT0969  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CT0969
 CT0969  HORZ ORDER  -  FIRST
 CT0969
 CT0969.The horizontal coordinates were established by classical geodetic methods
 CT0969.and adjusted by the National Geodetic Survey in February 1996..
 CT0969
 CT0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0969
 CT0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0969
 CT0969.The geoid height was determined by GEOID03.
 CT0969
 CT0969;                    North         East     Units Scale Factor Converg.
 CT0969;SPC TXNC     - 2,143,770.860   638,296.500   MT  0.99987383   +0 13 24.4
 CT0969;SPC TXNC     - 7,033,354.90  2,094,144.43   sFT  0.99987383   +0 13 24.4
 CT0969;UTM  14      - 3,647,498.586   585,015.235   MT  0.99968911   +0 29 41.9
 CT0969
 CT0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0969!SPC TXNC     -   0.99994817  x   0.99987383  =   0.99982200
 CT0969!UTM  14      -   0.99994817  x   0.99968911  =   0.99963729
 CT0969
 CT0969|---------------------------------------------------------------------|
 CT0969| PID    Reference Object                     Distance      Geod. Az  |
 CT0969|                                                           dddmmss.s |
 CT0969| CT0968 RICHIE                               28.526 METERS 08610     |
 CT0969| DO0728 TORY                                APPROX.10.3 KM 3362317.9 |
 CT0969|---------------------------------------------------------------------|
 CT0969
 CT0969                          SUPERSEDED SURVEY CONTROL
 CT0969
 CT0969  NAD 83(1993)-  32 57 45.05746(N)    098 05 25.16688(W) AD(       ) 1
 CT0969  NAD 83(1986)-  32 57 45.05725(N)    098 05 25.16283(W) AD(       ) 1
 CT0969  NAD 27      -  32 57 44.62241(N)    098 05 24.01044(W) AD(       ) 1
 CT0969  NGVD 29 (07/19/86)  358.9    (m)         1177.     (f) VERT ANG       
 CT0969
 CT0969.Superseded values are not recommended for survey control.
 CT0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0969.See file dsdata.txt to determine how the superseded data were derived.
 CT0969
 CT0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8501547499(NAD 83)
 CT0969_MARKER: DS = TRIANGULATION STATION DISK
 CT0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0969+STABILITY: SURFACE MOTION
 CT0969
 CT0969  HISTORY     - Date     Condition        Report By
 CT0969  HISTORY     - 1967     MONUMENTED       CGS
 CT0969  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 CT0969  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT0969
 CT0969                          STATION DESCRIPTION
 CT0969
 CT0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 CT0969'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE SAME LOCATION
 CT0969'AS TRIANGULATION STATION RICHIE.
 CT0969'
 CT0969'STATION IS A STANDARD TRIANGULATION STATION MARK DISK, STAMPED
 CT0969'RICHIE RM A 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 CT0969'THAT PROJECTS ABOUT 2 INCHES.  A STATION SUB-SURFACE DISK WAS
 CT0969'SET AND THE DISK IS STAMPED THE SAME AS THE SURFACE MARK
 CT0969'DISK.  MARK IS 72.6 FEET SOUTHWEST OF THE WEST
 CT0969'GATE POST OF A GATE AND 22.3 FEET NORTHEAST OF A TWIN TRUNK
 CT0969'TREE.
 CT0969'
 CT0969'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RICHIE,
 CT0969'DISTANCE BEING 28.526 METERS OR 93.59 FEET, EAST.
 CT0969
 CT0969                          STATION RECOVERY (2001)
 CT0969
 CT0969'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0969'MARK NOT FOUND.
 CT0969
 CT0969                          STATION RECOVERY (2005)
 CT0969
 CT0969'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2709 ***********************************************************************
 CS2709  DESIGNATION -  RICHLAND
 CS2709  PID         -  CS2709
 CS2709  STATE/COUNTY-  TX/NAVARRO
 CS2709  USGS QUAD   -  FROST (1965)
 CS2709
 CS2709                         *CURRENT SURVEY CONTROL
 CS2709  ___________________________________________________________________
 CS2709* NAD 83(1993)-  32 04 13.61596(N)    096 50 34.20093(W)     ADJUSTED  
 CS2709* NAVD 88     -       160.32   (+/-2cm)     526.0    (feet)  VERTCON   
 CS2709  ___________________________________________________________________
 CS2709  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 CS2709  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CS2709
 CS2709  HORZ ORDER  -  SECOND
 CS2709  VERT ORDER  -  THIRD ? (See Below)
 CS2709
 CS2709.The horizontal coordinates were established by classical geodetic methods
 CS2709.and adjusted by the National Geodetic Survey in February 1996..
 CS2709
 CS2709.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2709.The vertical order pertains to the NGVD 29 superseded value.
 CS2709
 CS2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2709
 CS2709.The geoid height was determined by GEOID03.
 CS2709
 CS2709;                    North         East     Units Scale Factor Converg.
 CS2709;SPC TXNC     - 2,046,011.158   756,467.340   MT  1.00001801   +0 54 13.7
 CS2709;SPC TXNC     - 6,712,621.61  2,481,843.26   sFT  1.00001801   +0 54 13.7
 CS2709;UTM  14      - 3,550,280.301   703,621.091   MT  1.00011134   +1 08 44.8
 CS2709
 CS2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2709!SPC TXNC     -   0.99997896  x   1.00001801  =   0.99999697
 CS2709!UTM  14      -   0.99997896  x   1.00011134  =   1.00009030
 CS2709
 CS2709:                Primary Azimuth Mark                     Grid Az
 CS2709:SPC TXNC     -  FROST MUNICIPAL TANK                     072 58 02.4
 CS2709:UTM  14      -  FROST MUNICIPAL TANK                     072 43 31.3
 CS2709
 CS2709|---------------------------------------------------------------------|
 CS2709| PID    Reference Object                     Distance      Geod. Az  |
 CS2709|                                                           dddmmss.s |
 CS2709| CS2711 FROST MUNICIPAL TANK                APPROX. 4.0 KM 0735216.1 |
 CS2709| CS0935 D 955                               369.610 METERS 08200     |
 CS2709| CY3003 RICHLAND RM 3                        26.360 METERS 09537     |
 CS2709| CY3001 RICHLAND RM 1                        27.926 METERS 09832     |
 CS2709| CS2712 MERTENS MUNICIPAL TANK              APPROX. 5.3 KM 2532137.2 |
 CS2709| CY3002 RICHLAND RM 2                        23.032 METERS 33434     |
 CS2709|---------------------------------------------------------------------|
 CS2709
 CS2709                          SUPERSEDED SURVEY CONTROL
 CS2709
 CS2709  NAD 83(1986)-  32 04 13.62450(N)    096 50 34.18050(W) AD(       ) 2
 CS2709  NAD 27      -  32 04 13.07400(N)    096 50 33.19600(W) AD(       ) 2
 CS2709  NGVD 29 (07/19/86)  160.29   (m)          525.9    (f) LEVELING    3  
 CS2709
 CS2709.Superseded values are not recommended for survey control.
 CS2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2709.See file dsdata.txt to determine how the superseded data were derived.
 CS2709
 CS2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0362150280(NAD 83)
 CS2709_MARKER: DS = TRIANGULATION STATION DISK
 CS2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2709
 CS2709  HISTORY     - Date     Condition        Report By
 CS2709  HISTORY     - 1948     MONUMENTED       CGS
 CS2709  HISTORY     - 1966     GOOD             CGS
 CS2709  HISTORY     - 20020824 GOOD             USPSQD
 CS2709
 CS2709                          STATION DESCRIPTION
 CS2709
 CS2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2709'STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF BLOOMING GROVE, 3
 CS2709'MILES EAST OF MERTENS AND ON THE NORTH RIGHT-OF-WAY OF STATE
 CS2709'HIGHWAY 22.  IT IS 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CS2709'24 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF AN INTERSECTING
 CS2709'FARM ROAD, 20.7 FEET WEST OF THE NORTH END OF THE CONCRETE END
 CS2709'WALL OF A CULVERT UNDER THE FARM ROAD AND 15 FEET WEST OF A
 CS2709'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 CS2709'IS STAMPED RICHLAND 1948.
 CS2709'
 CS2709'REFERENCE MARK NO. 1 IS 91.62 FEET EAST-SOUTHEAST OF THE STATION,
 CS2709'IN THE TOP OF THE END WALL OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 CS2709'21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 46 FEET EAST OF
 CS2709'THE APPROXIMATE CENTERLINE OF THE INTERSECTING FARM ROAD.  THE
 CS2709'DISK IS A STANDARD REFERENCE MARK DISK, SET FLUSH WITH THE
 CS2709'SURFACE AND STAMPED RICHLAND NO 1 1948.  THE END WALL IS ABOUT 2
 CS2709'FEET HIGH.
 CS2709'
 CS2709'REFERENCE MARK NO. 2 IS 75.56 FEET NORTHWEST OF THE STATION, 79
 CS2709'FEET NORTHWEST OF THE END WALL OF A CONCRETE CULVERT AND
 CS2709'APPROXIMATELY 22 FEET WEST OF THE CENTERLINE OF A FARM ROAD.  THE
 CS2709'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RICHLAND NO 2
 CS2709'1948.
 CS2709'
 CS2709'BM D 955 1946 (USC AND GS) (AZIMUTH MARK) IS A STANDARD BENCH
 CS2709'MARK DISK SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST THAT IS
 CS2709'FLUSH WITH THE GROUND.  IT IS EAST OF THE STATION ON THE SOUTH
 CS2709'RIGHT-OF-WAY OF STATE ROUTE 22, 52 FEET SOUTH OF THE
 CS2709'CENTERLINE OF THE HIGHWAY, 8 FEET EAST OF A POWERLINE POLE
 CS2709'AND 1/2 FOOT WEST OF A WHITE WITNESS POST.  THE DISK IS STAMPED
 CS2709'D 955 1946.  A TRAVERSE CONNECTION WAS MADE FROM THIS STATION
 CS2709'TO THE TRIANGULATION STATION AND THE DISTANCE IS AS
 CS2709'FOLLOWS--369.617 M.  1212.65 FT.
 CS2709'
 CS2709'THE STATION WAS REACHED FROM THE INTERSECTION OF MAIN STREET
 CS2709'AND STATE HIGHWAY 22 BY GOING EAST ON THE HIGHWAY FOR 3.1 MILES TO
 CS2709'THE MARK ON THE LEFT AS DESCRIBED ABOVE.
 CS2709'
 CS2709'A 90 FOOT SIGNAL AT MERTENS IS VISIBLE FROM THE GROUND.
 CS2709'
 CS2709'A 77 FOOT SIGNAL AT HOG IS VISIBLE AT 35 FEET.
 CS2709'
 CS2709'A 77 FOOT SIGNAL AT FROST IS VISIBLE AT 40 FEET.
 CS2709'
 CS2709'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 CS2709
 CS2709                          STATION RECOVERY (1966)
 CS2709
 CS2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2709'THE STATION MARK, REFERENCE MARK NO. 2 AND BENCH MARK D 955
 CS2709'1946 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 CS2709'MARK NO. 1 WAS DESTROYED TO CLEAR THE AREA FOR ROAD CONSTRUCTION.
 CS2709'
 CS2709'A NEW REFERENCE MARK NO. 3 WAS SET.  A COMPLETE DESCRIPTION
 CS2709'IS AS FOLLOWS--THE STATION IS ABOUT 7-1/2 MILES WEST OF BLOOMING
 CS2709'GROVE, 3 MILES EAST OF MERTENS, AND IS ALONG THE NORTH RIGHT-OF-WAY
 CS2709'OF STATE HIGHWAY 22.
 CS2709'
 CS2709'TO REACH THE STATION FROM THE POST OFFICE IN MERTENS, GO EAST
 CS2709'ON STATE HIGHWAY 22 FOR 3.35 MILES TO THE STATION ON THE LEFT.
 CS2709'CONTINUE ON THE HIGHWAY 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CS2709'
 CS2709'STATION MARK, A STANDARD DISK STAMPED RICHLAND 1948, IS SET IN
 CS2709'A 12 IN X 12 IN CONCRETE POST WHICH IS ABOUT 8 INCHES BELOW
 CS2709'THE SURFACE OF THE GROUND.  IT IS 54 FEET NORTH OF THE CENTER
 CS2709'LINE OF STATE HIGHWAY 22, 105 FEET WEST OF THE EXTENDED CENTER
 CS2709'LINE OF F.M. HIGHWAY 639, 27 FEET WEST OF THE CENTER OF A
 CS2709'NORTH-SOUTH ROAD, AND 7 FEET NORTH OF A TELEPHONE CABLE POST.
 CS2709'
 CS2709'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RICHLAND NO 2 1948
 CS2709'IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS2709'OF THE GROUND.  IT IS 129 FEET NORTH OF THE CENTER LINE OF
 CS2709'STATE HIGHWAY 22, AND 23 FEET WEST OF THE CENTER OF THE
 CS2709'NORTH-SOUTH ROAD.
 CS2709'
 CS2709'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RICHLAND 1948 NO 3
 CS2709'1966, IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 CS2709'CONCRETE HEADWALL OF A CULVERT UNDER STATE HIGHWAY 22.  IT IS 31
 CS2709'FEET WEST OF THE EXTENDED CENTER LINE OF F.M. HIGHWAY 639, AND
 CS2709'25 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 22.
 CS2709'
 CS2709'THE AZIMUTH MARK, IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 CS2709'MARK, STAMPED D 955 1946, IS SET IN AN 8 IN X 8 IN CONCRETE POST
 CS2709'WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 54
 CS2709'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 22, 7 FEET EAST
 CS2709'OF A POWER LINE POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 CS2709'MARK IS DIRECTLY BELOW THE RIGHT-OF-WAY FENCE LINE.
 CS2709'
 CS2709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST
 CS2709'OF MERTENS.
 CS2709
 CS2709                          STATION RECOVERY (2002)
 CS2709
 CS2709'RECOVERY NOTE BY US POWER SQUADRON 2002 (HRM)
 CS2709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9968 ***********************************************************************
 AG9968  DESIGNATION -  RICHLAND CH SPIRE SEC
 AG9968  PID         -  AG9968
 AG9968  STATE/COUNTY-  TX/TRAVIS
 AG9968  USGS QUAD   -  PFLUGERVILLE EAST (1987)
 AG9968
 AG9968                         *CURRENT SURVEY CONTROL
 AG9968  ___________________________________________________________________
 AG9968* NAD 83(1993)-  30 25 23.57363(N)    097 32 01.72038(W)     ADJUSTED  
 AG9968* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 AG9968  ___________________________________________________________________
 AG9968  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AG9968  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AG9968
 AG9968  HORZ ORDER  -  THIRD
 AG9968
 AG9968.The horizontal coordinates were established by classical geodetic methods
 AG9968.and adjusted by the National Geodetic Survey in July 1998..
 AG9968
 AG9968.The orthometric height was scaled from a topographic map.
 AG9968
 AG9968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9968
 AG9968.The geoid height was determined by GEOID03.
 AG9968
 AG9968;                    North         East     Units Scale Factor Converg.
 AG9968;SPC TX C     - 3,087,252.041   968,915.381   MT  0.99993230   +1 26 30.9
 AG9968;SPC TX C     -10,128,759.40  3,178,849.88   sFT  0.99993230   +1 26 30.9
 AG9968;UTM  14      - 3,366,594.983   640,814.180   MT  0.99984462   +0 44 33.3
 AG9968
 AG9968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9968!SPC TX C     -   0.99997502  x   0.99993230  =   0.99990732
 AG9968!UTM  14      -   0.99997502  x   0.99984462  =   0.99981965
 AG9968
 AG9968                          SUPERSEDED SURVEY CONTROL
 AG9968
 AG9968.No superseded survey control is available for this station.
 AG9968
 AG9968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4081466595(NAD 83)
 AG9968_MARKER: 90 = CHURCH SPIRE
 AG9968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9968+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 AG9968
 AG9968  HISTORY     - Date     Condition        Report By
 AG9968  HISTORY     - 1954     FIRST OBSERVED   USGS
 AG9968  HISTORY     - 20010224 GOOD             USPSQD
 AG9968  HISTORY     - 20030308 GOOD             USPSQD
 AG9968
 AG9968                          STATION DESCRIPTION
 AG9968
 AG9968'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9968'THE RICHLAND EVANGELICAL LUTHERAN CHURCH IS LOCATED ABOUT 6 MI. N. OF
 AG9968'MANOR, IT IS A LARGE WHITE, WOODEN STRUCTURE WITH A SMALL SPIRE ON THE
 AG9968'SW. CORNER OF THE BUILDING AND THE LARGEST SPIRE ON THE NW. CORNER.
 AG9968'STATION MARK--CROSS AT TOP OF TALLEST SPIRE ON NW. PART OF BUILDING.
 AG9968
 AG9968                          STATION RECOVERY (2001)
 AG9968
 AG9968'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 AG9968'RECOVERED IN GOOD CONDITION.
 AG9968
 AG9968                          STATION RECOVERY (2003)
 AG9968
 AG9968'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 AG9968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6971 ***********************************************************************
 AW6971  DESIGNATION -  RICHMOND COTTON OIL CO TANK
 AW6971  PID         -  AW6971
 AW6971  STATE/COUNTY-  TX/FORT BEND
 AW6971  USGS QUAD   -  RICHMOND (1980)
 AW6971
 AW6971                         *CURRENT SURVEY CONTROL
 AW6971  ___________________________________________________________________
 AW6971* NAD 83(1993)-  29 34 38.26751(N)    095 46 20.99817(W)     ADJUSTED  
 AW6971* NAVD 88     -                                                        
 AW6971  ___________________________________________________________________
 AW6971  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6971  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW6971
 AW6971  HORZ ORDER  -  THIRD
 AW6971
 AW6971.The horizontal coordinates were established by classical geodetic methods
 AW6971.and adjusted by the National Geodetic Survey in February 1996..
 AW6971
 AW6971
 AW6971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6971
 AW6971.The geoid height was determined by GEOID03.
 AW6971
 AW6971;                    North         East     Units Scale Factor Converg.
 AW6971;SPC TXSC     - 4,197,591.908   912,641.125   MT  0.99987216   +1 34 52.3
 AW6971;SPC TXSC     -13,771,599.45  2,994,223.42   sFT  0.99987216   +1 34 52.3
 AW6971;UTM  15      - 3,275,156.980   231,418.747   MT  1.00049016   -1 22 09.5
 AW6971
 AW6971                          SUPERSEDED SURVEY CONTROL
 AW6971
 AW6971  NAD 83(1986)-  29 34 38.28150(N)    095 46 20.98096(W) AD(       ) 4
 AW6971  NAD 27      -  29 34 37.42585(N)    095 46 20.15796(W) AD(       ) 3
 AW6971
 AW6971.Superseded values are not recommended for survey control.
 AW6971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6971.See file dsdata.txt to determine how the superseded data were derived.
 AW6971
 AW6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3141975157(NAD 83)
 AW6971_MARKER: 53 = ELEVATED TANK
 AW6971
 AW6971  HISTORY     - Date     Condition        Report By
 AW6971  HISTORY     - 1935     FIRST OBSERVED   CGS
 AW6971  HISTORY     - 1952     GOOD             CGS
 AW6971  HISTORY     - 19931204 GOOD             USPSQD
 AW6971  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW6971  HISTORY     - 20040323 MARK NOT FOUND   USPSQD
 AW6971
 AW6971                          STATION DESCRIPTION
 AW6971
 AW6971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW6971'THIS STATION IS THE CENTER OF THE WATER TANK AT THE RICHMOND
 AW6971'COTTON OIL COMPANY.  IT IS A TALL STEEL TANK WITH A ROUND
 AW6971'BOTTOM AND CONICAL TOP AND HAS A BALL AT THE CENTER OF THE
 AW6971'TOP.  IT IS SUPPORTED BY FOUR STEEL LEGS.  THE LEGS AND BOWL
 AW6971'ARE PAINTED SILVER.  THE IRON FEED PIPE IS PAINTED BLACK.
 AW6971'IT IS LETTERED RICHMOND COTTON OIL COMPANY ON THE SE SIDE.
 AW6971'THE TANK IS ABOUT 115 FEET HIGH AND IS VERY PROMINENT.  IT
 AW6971'WAS ERECTED ABOUT 1915.
 AW6971'
 AW6971'THE TANK IS AT THE PLANT OF THE OIL COMPANY, JUST W OF THE
 AW6971'CITY LIMITS OF RICHMOND, BETWEEN U.S. HIGHWAY 90 AND THE SOUTHERN
 AW6971'PACIFIC RAILROAD, ABOUT 150 FEET NW OF THE HIGHWAY AND ABOUT
 AW6971'600 FEET NE OF THE HIGHWAY UNDERPASS UNDER THE SANTA FE RAILROAD.
 AW6971
 AW6971                          STATION RECOVERY (1952)
 AW6971
 AW6971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6971'THE STATION IS LOCATED AT THE EXTREME WEST EDGE OF RICHMOND
 AW6971'AND JUST SOUTH OF THE MAIN PLANT OF THE SOUTHLAND COTTON
 AW6971'OIL CO.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 AW6971'PROPER.  THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AND
 AW6971'A RED LIGHT AT THE APEX.  THE OVERALL HEIGHT IS ABOUT 135
 AW6971'FEET.
 AW6971'
 AW6971'THE BALL AND LIGHT AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 AW6971
 AW6971                          STATION RECOVERY (1993)
 AW6971
 AW6971'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6971'RECOVERED IN GOOD CONDITION.
 AW6971
 AW6971                          STATION RECOVERY (1999)
 AW6971
 AW6971'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6971'MARK NOT FOUND.
 AW6971
 AW6971                          STATION RECOVERY (2004)
 AW6971
 AW6971'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6973 ***********************************************************************
 AW6973  DESIGNATION -  RICHMOND FT BEND CTHSE STATUE
 AW6973  PID         -  AW6973
 AW6973  STATE/COUNTY-  TX/FORT BEND
 AW6973  USGS QUAD   -  RICHMOND (1980)
 AW6973
 AW6973                         *CURRENT SURVEY CONTROL
 AW6973  ___________________________________________________________________
 AW6973* NAD 83(1993)-  29 34 53.82410(N)    095 45 42.10346(W)     ADJUSTED  
 AW6973* NAVD 88     -                                                        
 AW6973  ___________________________________________________________________
 AW6973  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6973  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6973
 AW6973  HORZ ORDER  -  THIRD
 AW6973
 AW6973.The horizontal coordinates were established by classical geodetic methods
 AW6973.and adjusted by the National Geodetic Survey in February 1996..
 AW6973
 AW6973
 AW6973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6973
 AW6973.The geoid height was determined by GEOID03.
 AW6973
 AW6973;                    North         East     Units Scale Factor Converg.
 AW6973;SPC TXSC     - 4,198,099.587   913,674.167   MT  0.99987248   +1 35 11.4
 AW6973;SPC TXSC     -13,773,265.06  2,997,612.66   sFT  0.99987248   +1 35 11.4
 AW6973;UTM  15      - 3,275,611.089   232,477.202   MT  1.00048316   -1 21 51.0
 AW6973
 AW6973                          SUPERSEDED SURVEY CONTROL
 AW6973
 AW6973  NAD 83(1986)-  29 34 53.83815(N)    095 45 42.08613(W) AD(       ) 4
 AW6973  NAD 27      -  29 34 52.97961(N)    095 45 41.26845(W) AD(       ) 3
 AW6973
 AW6973.Superseded values are not recommended for survey control.
 AW6973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6973.See file dsdata.txt to determine how the superseded data were derived.
 AW6973
 AW6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3247775611(NAD 83)
 AW6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6973+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 AW6973
 AW6973  HISTORY     - Date     Condition        Report By
 AW6973  HISTORY     - 1935     FIRST OBSERVED   CGS
 AW6973  HISTORY     - 1952     GOOD             CGS
 AW6973  HISTORY     - 19931204 GOOD             USPSQD
 AW6973  HISTORY     - 19981009 GOOD             USPSQD
 AW6973  HISTORY     - 20040323 GOOD             USPSQD
 AW6973
 AW6973                          STATION DESCRIPTION
 AW6973
 AW6973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW6973'THIS STATION IS THE CENTER OF THE BASE OF THE STATUE OF
 AW6973'JUSTICE ON THE FORT BEND COUNTY COURTHOUSE.  THE COURTHOUSE
 AW6973'IS A BUFF-COLORED BRICK BUILDING WITH A SILVER DOME AT THE
 AW6973'CENTER OF THE TOP.  ON TOP OF THE DOME IS A CUPOLA WITH A
 AW6973'COLONNADE OF EIGHT COLUMNS.  THE CUPOLA HAS A DOME TOP SURMOUNTED
 AW6973'BY A STATUE OF JUSTICE.  THERE IS A CLOCK ON EACH OF FOUR
 AW6973'SIDES AT THE BASE OF THE CUPOLA.  THERE IS A SMALL DOME
 AW6973'WITH FINIAL AT THE TOP OF EACH CORNER OF THE BUILDING.  THE
 AW6973'STATUE IS ABOUT 100 FEET ABOVE THE GROUND AND IS QUITE
 AW6973'PROMINENT.  THE BUILDING WAS ERECTED IN 1908.
 AW6973'
 AW6973'THE COURTHOUSE IS IN THE CENTER OF TOWN IN THE BLOCK BOUNDED
 AW6973'ON THE N BY JACKSON STREET (U.S. 90), ON THE S BY LIBERTY
 AW6973'STREET, ON THE W BY FIFTH STREET, AND ON THE E BY FOURTH
 AW6973'STREET.
 AW6973'
 AW6973'U.S.G.S.P.T. STATION NO. 37 M IS AT THE NE CORNER OF THE
 AW6973'COURTHOUSE YARD.
 AW6973
 AW6973                          STATION RECOVERY (1952)
 AW6973
 AW6973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6973'THE STATION IS LOCATED IN THE CENTER OF A SQUARE BLOCK WHICH
 AW6973'IS NEAR THE CENTER OF RICHMOND.  THE CLOCK TOWER IS AT THE
 AW6973'TOP AND CENTER OF A LARGE DOME WHICH IS THE TOP OF THE FORT
 AW6973'BEND COUNTY COURTHOUSE.  THE CLOCK TOWER HAS A SMALL DOME
 AW6973'WITH A STATUE AT ITS TOP.
 AW6973'
 AW6973'THE CLOCK TOWER WAS OBSERVED.
 AW6973
 AW6973                          STATION RECOVERY (1993)
 AW6973
 AW6973'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6973'RECOVERED IN GOOD CONDITION.
 AW6973
 AW6973                          STATION RECOVERY (1998)
 AW6973
 AW6973'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6973'RECOVERED IN GOOD CONDITION.
 AW6973
 AW6973                          STATION RECOVERY (2004)
 AW6973
 AW6973'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4760 ***********************************************************************
 AW4760  DESIGNATION -  RICHMOND MAG STA AZ MK
 AW4760  PID         -  AW4760
 AW4760  STATE/COUNTY-  TX/FORT BEND
 AW4760  USGS QUAD   -  RICHMOND (1980)
 AW4760
 AW4760                         *CURRENT SURVEY CONTROL
 AW4760  ___________________________________________________________________
 AW4760* NAD 83(1986)-  29 34 41.     (N)    095 45 48.     (W)     SCALED    
 AW4760* NAVD 88     -        27.32   (+/-2cm)      89.6    (feet)  VERTCON   
 AW4760  ___________________________________________________________________
 AW4760  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4760
 AW4760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4760
 AW4760.The horizontal coordinates were scaled from a topographic map and have
 AW4760.an estimated accuracy of +/- 6 seconds.
 AW4760
 AW4760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4760.The vertical order pertains to the NGVD 29 superseded value.
 AW4760
 AW4760.The geoid height was determined by GEOID03.
 AW4760
 AW4760;                    North         East    Units  Estimated Accuracy
 AW4760;SPC TXSC     - 4,197,700.      913,530.      MT  (+/- 180 meters Scaled)
 AW4760
 AW4760                          SUPERSEDED SURVEY CONTROL
 AW4760
 AW4760  NGVD 29 (??/??/92)   27.320  (m)           89.63   (f) ADJ UNCH    2 0
 AW4760
 AW4760.Superseded values are not recommended for survey control.
 AW4760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4760.See file dsdata.txt to determine how the superseded data were derived.
 AW4760
 AW4760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN323752(NAD 83)
 AW4760_MARKER: DZ = AZIMUTH MARK DISK
 AW4760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4760_STAMPING: RICHMOND MAGNETIC AZIMUTH 1935
 AW4760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4760+STABILITY: SURFACE MOTION
 AW4760
 AW4760  HISTORY     - Date     Condition        Report By
 AW4760  HISTORY     - 1935     MONUMENTED       CGS
 AW4760  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4760  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4760  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW4760
 AW4760                          STATION DESCRIPTION
 AW4760
 AW4760'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW4760'IN RICHMOND.
 AW4760'AT RICHMOND, FORT BEND COUNTY, 0.1 MILE EAST-SOUTHEAST OF
 AW4760'TRIANGULATION-STATION RICHMOND MAGNETIC, DESCRIBED BELOW, 65 FEET
 AW4760'NORTHEAST OF THE NORTHEAST CORNER OF WHITE FRAMEHOUSE, AT A ROAD
 AW4760'INTERSECTION, 16.5 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 AW4760'ROAD, 15.0 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 4
 AW4760'FEET EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 AW4760'CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 AW4760
 AW4760                          STATION RECOVERY (1989)
 AW4760
 AW4760'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4760'MARK NOT FOUND.
 AW4760
 AW4760                          STATION RECOVERY (1999)
 AW4760
 AW4760'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4760'MARK NOT FOUND.
 AW4760
 AW4760                          STATION RECOVERY (2004)
 AW4760
 AW4760'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4761 ***********************************************************************
 AW4761  DESIGNATION -  RICHMOND MAG STA RM 1
 AW4761  PID         -  AW4761
 AW4761  STATE/COUNTY-  TX/FORT BEND
 AW4761  USGS QUAD   -  RICHMOND (1980)
 AW4761
 AW4761                         *CURRENT SURVEY CONTROL
 AW4761  ___________________________________________________________________
 AW4761* NAD 83(1986)-  29 34 39.     (N)    095 45 53.     (W)     SCALED    
 AW4761* NAVD 88     -        27.23   (+/-2cm)      89.3    (feet)  VERTCON   
 AW4761  ___________________________________________________________________
 AW4761  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4761
 AW4761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4761
 AW4761.The horizontal coordinates were scaled from a topographic map and have
 AW4761.an estimated accuracy of +/- 6 seconds.
 AW4761
 AW4761.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4761.The vertical order pertains to the NGVD 29 superseded value.
 AW4761
 AW4761.The geoid height was determined by GEOID03.
 AW4761
 AW4761;                    North         East    Units  Estimated Accuracy
 AW4761;SPC TXSC     - 4,197,640.      913,390.      MT  (+/- 180 meters Scaled)
 AW4761
 AW4761                          SUPERSEDED SURVEY CONTROL
 AW4761
 AW4761  NGVD 29 (??/??/92)   27.222  (m)           89.31   (f) ADJ UNCH    2 0
 AW4761
 AW4761.Superseded values are not recommended for survey control.
 AW4761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4761.See file dsdata.txt to determine how the superseded data were derived.
 AW4761
 AW4761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN321751(NAD 83)
 AW4761_MARKER: DB = BENCH MARK DISK
 AW4761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4761_STAMPING: RICHMOND MAGNETIC NO 1 1935
 AW4761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4761+STABILITY: SURFACE MOTION
 AW4761
 AW4761  HISTORY     - Date     Condition        Report By
 AW4761  HISTORY     - 1935     MONUMENTED       CGS
 AW4761  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4761  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4761
 AW4761                          STATION DESCRIPTION
 AW4761
 AW4761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW4761'IN RICHMOND.
 AW4761'AT RICHMOND, FORT BEND COUNTY, NEAR THE HIGH SCHOOL, 93 FEET SOUTH OF
 AW4761'TRIANGULATION STATION RICHMOND MAGNETIC, DESCRIBED BELOW, AT THE
 AW4761'JUNCTION OF A DIRT ROAD AND A TRACK ROAD LEADING SOUTH, 27 FEET SOUTH
 AW4761'OF THE CENTERLINE OF THE DIRT ROAD, 19 FEET EAST OF THE CENTERLINE OF
 AW4761'THE TRACK ROAD, 2.5 FEET NORTHEAST OF A FENCE CORNER, 1.3 FEET NORTH
 AW4761'OF THE FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 AW4761'FOOT ABOVE GROUND.
 AW4761
 AW4761                          STATION RECOVERY (1990)
 AW4761
 AW4761'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW4761'MARK NOT FOUND.
 AW4761
 AW4761                          STATION RECOVERY (1999)
 AW4761
 AW4761'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4763 ***********************************************************************
 AW4763  DESIGNATION -  RICHMOND MAG STA RM 2
 AW4763  PID         -  AW4763
 AW4763  STATE/COUNTY-  TX/FORT BEND
 AW4763  USGS QUAD   -  RICHMOND (1980)
 AW4763
 AW4763                         *CURRENT SURVEY CONTROL
 AW4763  ___________________________________________________________________
 AW4763* NAD 83(1986)-  29 34 39.     (N)    095 45 53.     (W)     SCALED    
 AW4763* NAVD 88     -        26.83   (+/-2cm)      88.0    (feet)  VERTCON   
 AW4763  ___________________________________________________________________
 AW4763  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4763
 AW4763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4763
 AW4763.The horizontal coordinates were scaled from a topographic map and have
 AW4763.an estimated accuracy of +/- 6 seconds.
 AW4763
 AW4763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4763.The vertical order pertains to the NGVD 29 superseded value.
 AW4763
 AW4763.The geoid height was determined by GEOID03.
 AW4763
 AW4763;                    North         East    Units  Estimated Accuracy
 AW4763;SPC TXSC     - 4,197,640.      913,390.      MT  (+/- 180 meters Scaled)
 AW4763
 AW4763                          SUPERSEDED SURVEY CONTROL
 AW4763
 AW4763  NGVD 29 (??/??/92)   26.830  (m)           88.02   (f) ADJ UNCH    2 0
 AW4763
 AW4763.Superseded values are not recommended for survey control.
 AW4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4763.See file dsdata.txt to determine how the superseded data were derived.
 AW4763
 AW4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN321751(NAD 83)
 AW4763_MARKER: DR = REFERENCE MARK DISK
 AW4763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4763_STAMPING: RICHMOND MAGNETIC NO 2 1935
 AW4763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4763+STABILITY: SURFACE MOTION
 AW4763
 AW4763  HISTORY     - Date     Condition        Report By
 AW4763  HISTORY     - 1935     MONUMENTED       CGS
 AW4763  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4763  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4763  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW4763
 AW4763                          STATION DESCRIPTION
 AW4763
 AW4763'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW4763'IN RICHMOND.
 AW4763'AT RICHMOND, FORT BEND COUNTY, 108 FEET SOUTH OF THE SOUTHEAST CORNER
 AW4763'OF THE HIGH SCHOOL BUILDING, 93.8 FEET WEST-SOUTHWEST OF TRIANGULATION
 AW4763'STATION RICHMOND MAGNETIC, DESCRIBED ABOVE, 3.5 FEET NORTH OF A HEDGE
 AW4763'FENCE AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 AW4763'GROUND.
 AW4763
 AW4763                          STATION RECOVERY (1990)
 AW4763
 AW4763'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW4763'MARK NOT FOUND.
 AW4763
 AW4763                          STATION RECOVERY (1999)
 AW4763
 AW4763'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4763'MARK NOT FOUND.
 AW4763
 AW4763                          STATION RECOVERY (2004)
 AW4763
 AW4763'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4762 ***********************************************************************
 AW4762  DESIGNATION -  RICHMOND MAGNETIC STATION
 AW4762  PID         -  AW4762
 AW4762  STATE/COUNTY-  TX/FORT BEND
 AW4762  USGS QUAD   -  RICHMOND (1980)
 AW4762
 AW4762                         *CURRENT SURVEY CONTROL
 AW4762  ___________________________________________________________________
 AW4762* NAD 83(1993)-  29 34 39.09817(N)    095 45 53.56455(W)     ADJUSTED  
 AW4762* NAVD 88     -        26.52   (+/-2cm)      87.0    (feet)  VERTCON   
 AW4762  ___________________________________________________________________
 AW4762  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW4762  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4762
 AW4762  HORZ ORDER  -  FIRST
 AW4762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4762
 AW4762.The horizontal coordinates were established by classical geodetic methods
 AW4762.and adjusted by the National Geodetic Survey in February 1996..
 AW4762
 AW4762.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4762.The vertical order pertains to the NGVD 29 superseded value.
 AW4762
 AW4762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4762
 AW4762.The geoid height was determined by GEOID03.
 AW4762
 AW4762;                    North         East     Units Scale Factor Converg.
 AW4762;SPC TXSC     - 4,197,637.866   913,378.407   MT  0.99987217   +1 35 05.7
 AW4762;SPC TXSC     -13,771,750.23  2,996,642.32   sFT  0.99987217   +1 35 05.7
 AW4762;UTM  15      - 3,275,164.932   232,157.871   MT  1.00048527   -1 21 56.0
 AW4762
 AW4762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4762!SPC TXSC     -   1.00000013  x   0.99987217  =   0.99987230
 AW4762!UTM  15      -   1.00000013  x   1.00048527  =   1.00048540
 AW4762
 AW4762:                Primary Azimuth Mark                     Grid Az
 AW4762:SPC TXSC     -  RICHMOND MUNICIPAL TANK                  019 46 41.8
 AW4762:UTM  15      -  RICHMOND MUNICIPAL TANK                  022 43 43.5
 AW4762
 AW4762|---------------------------------------------------------------------|
 AW4762| PID    Reference Object                     Distance      Geod. Az  |
 AW4762|                                                           dddmmss.s |
 AW4762| AW6964 RICHMOND MUNICIPAL TANK             APPROX. 0.7 KM 0212147.5 |
 AW4762| AW6973 RICHMOND FT BEND CTHSE STATUE       APPROX. 0.5 KM 0341337.3 |
 AW4762| AW6974 RICHMOND MUNICIPAL STANDPIPE        APPROX. 0.9 KM 0541321.6 |
 AW4762| AW6956 CENTRAL HARLEM STATE FARM TANK      APPROX.10.8 KM 0664745.7 |
 AW4762| AW6953 SUGAR LAND IMPERIAL SUGAR TK        APPROX.13.7 KM 0685052.4 |
 AW4762| AW4760 RICHMOND MAG STA AZ MK                             0743524.0 |
 AW4762| AW4761 RICHMOND MAG STA RM 1                28.325 METERS 15715     |
 AW4762| CV6723 RICHMOND MAG STA RM 3                28.616 METERS 22042     |
 AW4762| AW4763 RICHMOND MAG STA RM 2                28.580 METERS 22546     |
 AW4762| AW6970 ROSENBERG NEW MUNICIPAL TANK        APPROX. 4.4 KM 2422023.0 |
 AW4762| AW6975 ROSENBERG OLD MUN WATER TK          APPROX. 4.6 KM 2454335.8 |
 AW4762| AW6971 RICHMOND COTTON OIL CO TANK         APPROX. 0.7 KM 2680104.8 |
 AW4762| AW4764 RICHMOND MAG STA AZ MK 2                           3193338.3 |
 AW4762|---------------------------------------------------------------------|
 AW4762
 AW4762                          SUPERSEDED SURVEY CONTROL
 AW4762
 AW4762  NAD 83(1986)-  29 34 39.11218(N)    095 45 53.54732(W) AD(       ) 1
 AW4762  NAD 27      -  29 34 38.25704(N)    095 45 52.72587(W) AD(       ) 1
 AW4762  NGVD 29 (??/??/92)   26.513  (m)           86.98   (f) ADJ UNCH    2 0
 AW4762
 AW4762.Superseded values are not recommended for survey control.
 AW4762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4762.See file dsdata.txt to determine how the superseded data were derived.
 AW4762
 AW4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3215875165(NAD 83)
 AW4762_MARKER: DS = TRIANGULATION STATION DISK
 AW4762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4762_STAMPING: RICHMOND MAGNETIC 1935
 AW4762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4762+STABILITY: SURFACE MOTION
 AW4762
 AW4762  HISTORY     - Date     Condition        Report By
 AW4762  HISTORY     - 1935     MONUMENTED       CGS
 AW4762  HISTORY     - 1935     GOOD             CGS
 AW4762  HISTORY     - 1937     GOOD             TXHD
 AW4762  HISTORY     - 1942     GOOD             CGS
 AW4762  HISTORY     - 1943     GOOD             CGS
 AW4762  HISTORY     - 1949     GOOD             HLPCO
 AW4762  HISTORY     - 1949     GOOD             CGS
 AW4762  HISTORY     - 1952     GOOD             CGS
 AW4762  HISTORY     - 1955     MARK NOT FOUND   USGS
 AW4762  HISTORY     - 1963     GOOD             CGS
 AW4762  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4762  HISTORY     - 1974     GOOD             NGS
 AW4762  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4762  HISTORY     - 19950108 GOOD             USPSQD
 AW4762  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW4762
 AW4762                          STATION DESCRIPTION
 AW4762
 AW4762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW4762'THIS STATION IS IN THE SOUTHWESTERN PART OF THE CITY OF RICHMOND
 AW4762'ON THE GROUNDS OF THE RICHMOND HIGH SCHOOL.  IT IS NEAR
 AW4762'THE SW CORNER OF THE ATHLETIC FIELD, 104 FEET SE OF THE SE
 AW4762'CORNER OF THE HIGH SCHOOL BUILDING, 40 FEET N OF A HEDGE AND
 AW4762'WIRE FENCE ALONG THE S EDGE OF THE SCHOOL GROUNDS, AND 25 FEET
 AW4762'E OF TERRACE ON THE W SIDE OF CINDER TRACK.  THE SURFACE
 AW4762'MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 AW4762'
 AW4762'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW4762'BRONZE DISKS SET IN CONCRETE.
 AW4762'
 AW4762'REFERENCE MARK NO. 1 IS S OF THE STATION, 26 FEET S OF CENTER
 AW4762'LINE OF STREET, 18 FEET E OF THE CENTER LINE OF STREET, AND
 AW4762'3 FEET ESE OF A FENCE CORNER.  THE MARK PROJECTS 12 INCHES.
 AW4762'
 AW4762'REFERENCE MARK NO. 2 IS WSW OF THE STATION, AT THE SE CORNER
 AW4762'OF TENNIS COURTS, 10 FEET W OF THE EXTENSION OF THE E SIDE
 AW4762'OF THE HIGH SCHOOL, AND 6 FEET N OF THE FENCE ALONG THE S
 AW4762'EDGE OF THE SCHOOL GROUNDS.  THE MARK PROJECTS 4 INCHES.
 AW4762'
 AW4762'AZIMUTH MARK IS ESE OF THE STATION, AT THE FIRST STREET
 AW4762'INTERSECTION E OF THE STATION, 20 FEET W OF THE CENTER LINE OF
 AW4762'STREET, 18 FEET S OF THE CENTER LINE OF STREET, AND 1-1/2
 AW4762'FEET NW OF FENCE CORNER.  THE MARK PROJECTS 3 INCHES.
 AW4762'
 AW4762'THIS STATION IS AT THE ORIGINAL POSITION OF THE OLD MAGNETIC
 AW4762'STATION AND WAS RE-MARKED FOR TRIANGULATION PURPOSES AS NOTED.
 AW4762'
 AW4762'LIGHTS 100 FEET ABOVE STATION WENZEL, 87 FEET ABOVE STATIONS
 AW4762'REHMANN AND GASTON COME INTO VIEW 60 FEET ABOVE THIS STATION.
 AW4762
 AW4762                          STATION RECOVERY (1935)
 AW4762
 AW4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 AW4762'IN RICHMOND.
 AW4762'AT RICHMOND, FORT BEND COUNTY, IN THE SOUTHWEST PART OF THE CITY, ON
 AW4762'THE HIGH SCHOOL GROUNDS, NEAR THE SOUTHWEST CORNER OF THE ATHLETIC
 AW4762'FIELD, 104 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HIGH SCHOOL
 AW4762'BUILDING, 37.5 FEET NORTH OF A HEDGE FENCE, 0.6 FOOT UNDERGROUND AND
 AW4762'SET IN THE TOP OF A CONCRETE POST.
 AW4762
 AW4762                          STATION RECOVERY (1937)
 AW4762
 AW4762'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW4762'DESCRIPTION ADEQUATE.  REFERENCE AND AZIMUTH MARKS RECOVERED
 AW4762'IN GOOD CONDITION.
 AW4762
 AW4762                          STATION RECOVERY (1942)
 AW4762
 AW4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW4762'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 AW4762'CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 AW4762'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AW4762'
 AW4762'STATION IS IN THE SOUTHWESTERN PART OF THE CITY OF RICHMOND
 AW4762'ON THE GROUNDS OF THE RICHMOND HIGH SCHOOL, NEAR THE SW
 AW4762'CORNER OF THE ATHLETIC FIELD, 104 FEET SE OF THE SE CORNER
 AW4762'OF THE HIGH SCHOOL BUILDING, AND 40 FEET N OF A HEDGE FENCE.
 AW4762'THE STATION MARK IS STAMPED RICHMOND MAGNETIC 1935 AND IS SET
 AW4762'6 INCHES BELOW THE SURFACE.
 AW4762'
 AW4762'REFERENCE MARK NO. 1, IS S OF THE STATION, 26
 AW4762'FEET S OF THE CENTER OF A DIRT STREET, 19.5 FEET E OF THE
 AW4762'CENTER OF A DIRT STREET, AND 3 FEET NE OF A FENCE CORNER.
 AW4762'IT IS STAMPED RICHMOND MAGNETIC NO. 1 1935 AND PROJECTS ABOUT
 AW4762'12 INCHES.
 AW4762'
 AW4762'REFERENCE MARK NO. 2, IS WSW OF THE STATION AND 105
 AW4762'FEET S OF THE SE CORNER OF THE SCHOOL BUILDING.  IT IS STAMPED
 AW4762'RICHMOND MAGNETIC NO. 2 1935 AND PROJECTS ABOUT 1 INCH.
 AW4762'
 AW4762'THE AZIMUTH MARK ESTABLISHED IN 1935 IS ESE OF THE STATION,
 AW4762'65 FEET NE OF THE NE CORNER OF A WHITE HOUSE, 15 FEET W OF THE
 AW4762'CENTER OF A DIRT STREET, AND 15 FEET S OF THE CENTER OF A
 AW4762'DIRT STREET.  IT IS STAMPED RICHMOND MAGNETIC 1935 AND IS SET
 AW4762'FLUSH WITH THE GROUND.
 AW4762'
 AW4762'A NEW AZIMUTH MARK, A STANDARD DISK, ESTABLISHED AT THIS
 AW4762'TIME IS LOCATED IN THE NW ANGLE OF U.S. HIGHWAY 59 AND THOMPSON
 AW4762'ROAD, 26 FEET N OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 AW4762'W OF THE CENTER LINE OF THOMPSON ROAD, 12 FEET W OF A TELEPHONE
 AW4762'POLE, AND 5 FEET S OF A FIRE HYDRANT.  IT IS STAMPED RICHMOND
 AW4762'MAGNETIC 1942 AND PROJECTS ABOUT 4 INCHES.
 AW4762'
 AW4762'A 90-FOOT SIGNAL AT WENZEL IS VISIBLE AT 64 FEET.
 AW4762'
 AW4762'A 77-FOOT SIGNAL AT GASTON IS VISIBLE AT 64 FEET.
 AW4762'
 AW4762'A 77-FOOT SIGNAL AT LIESTMAN IS VISIBLE AT 64 FEET.
 AW4762'
 AW4762'A 90-FOOT SIGNAL AT WHATLEY IS VISIBLE AT 77 FEET.
 AW4762'
 AW4762'A 90-FOOT SIGNAL AT SUGARLAND IS VISIBLE AT 77 FEET.
 AW4762'
 AW4762'A 77-FOOT SIGNAL AT STATE IS VISIBLE AT 77 FEET.
 AW4762'
 AW4762'A 40-FOOT TOWER WILL BE NECESSARY TO SEE AZIMUTH MARK SET
 AW4762'IN 1942.
 AW4762'
 AW4762'A 6-FOOT TARGET WILL BE NECESSARY TO SEE AZIMUTH MARK SET
 AW4762'IN 1935.
 AW4762
 AW4762                          STATION RECOVERY (1943)
 AW4762
 AW4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AW4762'STATION WAS RECOVERED AND WAS FOUND TO BE IN GOOD CONDITION.
 AW4762'
 AW4762'STATION IS LOCATED ON THE GROUNDS OF THE RICHMOND HIGH SCHOOL
 AW4762'IN THE SW PART OF THE CITY, NEAR THE SW CORNER OF THE ATHLETIC
 AW4762'FIELD, 104 FEET SE OF THE SE CORNER OF THE HIGH SCHOOL BUILDING,
 AW4762'AND 37.5 FEET N OF A HEDGE FENCE.  IT IS STAMPED
 AW4762'RICHMOND MAGNETIC 1935.  THE TOP OF THE MONUMENT IS ABOUT
 AW4762'0.6 FOOT BELOW THE SURFACE OF THE GROUND.
 AW4762'
 AW4762'REFERENCE MARK 1 IS 92.9 FEET S FROM THE STATION, 27 FEET
 AW4762'S OF THE CENTER LINE OF A DIRT ROAD, 18.7 FEET E OF THE CENTER
 AW4762'LINE OF A TRACK ROAD LEADING S, 2.5 FEET NE OF A FENCE CORNER,
 AW4762'AND 1.3 FEET N OF FENCE.  IT IS STAMPED RICHMOND
 AW4762'MAGNETIC NO. 1 1935.  THE MONUMENT PROJECTS ABOUT 1.0 FOOT.
 AW4762'
 AW4762'REFERENCE MARK 2 IS 93.8 FEET WSW OF THE STATION, ABOUT 108
 AW4762'FEET S OF THE SE CORNER OF THE HIGH SCHOOL BUILDING, AND 3.5
 AW4762'FEET N OF HEDGE FENCE.  IT IS STAMPED RICHMOND
 AW4762'MAGNETIC NO. 2 1935.  THE TOP OF THE MONUMENT IS FLUSH WITH
 AW4762'THE GROUND.
 AW4762'
 AW4762'AZIMUTH MARK 1935 IS ABOUT 0.1 MILE ESE OF THE STATION,
 AW4762'AT STREET INTERSECTION, 65 FEET NE OF THE NE CORNER OF A WHITE
 AW4762'FRAME HOUSE, 16.5 FEET W OF THE CENTER LINE OF N-S STREET, 15
 AW4762'FEET S OF THE CENTER LINE OF THE E-W STREET, AND 4 FEET E
 AW4762'OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS STAMPED RICHMOND
 AW4762'MAGNETIC AZIMUTH 1935.
 AW4762'
 AW4762'AZIMUTH MARK 1942 IS ABOUT 0.3 MILE W OF THE COUNTY COURTHOUSE,
 AW4762'0.2 MILE NNW OF THE STATION, 28 FEET N OF U.S. HIGHWAY 59,
 AW4762'31.6 FEET W OF THOMPSON ROAD, 3 FEET E OF A 4- BY 4-INCH
 AW4762'WOODEN MARKER POST.  STAMPED RICHMOND MAGNETIC 1942.
 AW4762
 AW4762                          STATION RECOVERY (1949)
 AW4762
 AW4762'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1949 (ARL)
 AW4762'RECOVERED STATION MARK IN GOOD CONDITION ABOUT 6 INCHES BELOW
 AW4762'THE SURFACE.  REFERENCE MARKS RECOVERED BUT NEITHER 1935 NOR
 AW4762'1942 AZIMUTH MARK COULD BE OBSERVED FROM THE STATION.  ALSO,
 AW4762'BOTH THE RICHMOND COTTON OIL CO. TANK AND THE STATUE AT THE
 AW4762'FORT BEND COUNTY CORTHOUSE ARE OBSCURED BY EXTENSIONS TO THE
 AW4762'SCHOOL BUILDING.
 AW4762
 AW4762                          STATION RECOVERY (1949)
 AW4762
 AW4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AW4762'STATION, R.M.S 1 AND 2, THE 1935 AZIMUTH MARK, AND THE 1942
 AW4762'AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 AW4762'
 AW4762'R.M. 2 WAS REMOVED BY REQUEST AND R.M. 3 WAS ESTABLISHED.
 AW4762'NEITHER AZIMUTH MARK IS VISIBLE FROM THE GROUND.  THE OLD
 AW4762'HIGH SCHOOL HAS BEEN TORN DOWN AND A NEW GRAMMAR SCHOOL
 AW4762'WAS ERECTED ON THE SAME GROUNDS.
 AW4762'
 AW4762'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 AW4762'
 AW4762'STATION IS LOCATED ON THE GROUNDS OF THE JANE LONG SCHOOL
 AW4762'IN RICHMOND.  IT IS 131 FEET S OF NW CORNER OF THE SCHOOLHOUSE
 AW4762'AND 47-1/2 FEET NE OF A 16-INCH OAK TREE.
 AW4762'
 AW4762'STATION MARKS ARE STANDARD STATION DISKS SET IN CONCRETE.
 AW4762'SURFACE MARK IS STAMPED RICHMOND MAGNETIC 1935 AND IS 12
 AW4762'INCHES BELOW THE SURFACE OF THE GROUND.
 AW4762'
 AW4762'R.M. 1 IS AT THE NW CORNER OF THE ATHLETIC FIELD.  IT IS
 AW4762'A STANDARD REFERENCE DISK SET IN CONCRETE, STAMPED RICHMOND
 AW4762'MAGNETIC NO 1 1935, AND PROJECTS 15 INCHES ABOVE THE GROUND.
 AW4762'
 AW4762'R.M. 3 IS 3 FEET W OF A POWER-LINE POLE ALONG THE S EDGE
 AW4762'OF SCHOOLYARD.  IT IS A STANDARD REFERENCE DISK SET IN CONCRETE,
 AW4762'STAMPED RICHMOND MAGNETIC NO 3 1949, AND PROJECTS 2 INCHES
 AW4762'ABOVE THE GROUND.
 AW4762'
 AW4762'THE AZIMUTH MARK ESTABLISHED IN 1935 IS ABOUT 0.1 MILE ESE
 AW4762'OF THE STATION, AT A STREET INTERSECTION, 65 FEET NE OF THE
 AW4762'NE CORNER OF A WHITE HOUSE, AND IS SET JUST NE OF THE END
 AW4762'OF THE SIDEWALK.  IT IS A STANDARD REFERENCE DISK SET IN
 AW4762'CONCRETE, STAMPED RICHMOND MAGNETIC AZIMUTH 1935, AND PROJECTS
 AW4762'1 INCH.
 AW4762'
 AW4762'THE AZIMUTH MARK ESTABLISHED IN 1942 IS ABOUT 0.25 MILE N OF
 AW4762'THE STATION, IN THE NW ANGLE OF U.S. HIGHWAY 59 AND THOMPSON
 AW4762'ROAD, AND ACROSS THE HIGHWAY FROM A HUMBLE SERVICE STATION.
 AW4762'IT IS 27 FEET N OF THE CENTER OF THE HIGHWAY, 26 FEET W
 AW4762'OF THE CENTER OF THOMPSON ROAD, AND 5 FEET S OF A FIRE HYDRANT.
 AW4762'IT IS A STANDARD DISK SET IN CONCRETE, STAMPED RICHMOND MAGNETIC
 AW4762'1942, AND PROJECTS 4 INCHES.
 AW4762
 AW4762                          STATION RECOVERY (1952)
 AW4762
 AW4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW4762'THE STATION WAS RECOVERED AND IS IN GOOD CONDITION.  REFERENCE
 AW4762'MARK NO. 1, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK WERE
 AW4762'DESTROYED BY REQUEST.  STATION RICH 1952 WAS ESTABLISHED.
 AW4762'
 AW4762'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AW4762'
 AW4762'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF THE CITY
 AW4762'OF RICHMOND, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 AW4762'THE JANE LONG SCHOOL BUILDING, 65 FEET NORTH OF THE CENTER
 AW4762'OF FORT STREET AND 48 FEET NORTHEAST OF A 16 INCH OAK TREE.
 AW4762'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RICH
 AW4762'1952, THE DISTANCE BEING 91.16 FEET - 27.789 METERS.
 AW4762'
 AW4762'TO REACH THE STATION FROM THE COURTHOUSE IN RICHMOND, GO WEST
 AW4762'ON U.S. HIGHWAYS 59 AND 90A FOR 0.35 MILE TO FARM ROAD 762.
 AW4762'TURN LEFT AND GO SOUTH ON FARM ROAD 762 FOR 0.15 MILE TO FORT
 AW4762'STREET, TURN LEFT AND GO EAST ON FORT STREET FOR 0.05 MILE TO THE
 AW4762'STATION ON THE LEFT AS DESCRIBED.
 AW4762
 AW4762                          STATION RECOVERY (1955)
 AW4762
 AW4762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW4762'STATION NOT FOUND.  PROBABLY DESTROYED SINCE IN THE VICINITY
 AW4762'THERE IS A USC AND GS TRIANGULATION STATION STAMPED RICH
 AW4762'1952.
 AW4762
 AW4762                          STATION RECOVERY (1963)
 AW4762
 AW4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AW4762'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AW4762'THE AZIMUTH MARK ESTABLISHED IN 1942 WAS FOUND TO BE IN FAIR
 AW4762'CONDITION.  IT WAS REQUESTED BY THE TEXAS HIGHWAY DEPARTMENT
 AW4762'THAT THE AZIMUTH MARK BE MOVED TO CLEAR THE AREA FOR WIDENING
 AW4762'THE EXISTING PAVEMENT ALONG JACKSON STREET IN RICHMOND.
 AW4762'DUE TO THE LINE OF SIGHT BEING OBSTRUCTED BETWEEN THE STATION
 AW4762'AND AZIMUTH MARK BY BUILDINGS AND THE AZIMUTH MARK APPEARED
 AW4762'TO HAVE BEEN DISTURBED WHEN THE CITY WATER LINE WAS MOVED.
 AW4762'IT WAS FELT THE MARK HAD NO VALUE FOR HORIZONTAL OR VERTICAL
 AW4762'CONTROL.  THE MARK WAS THEN DESTROYED AND THE DISK WAS
 AW4762'SALVAGED FROM THE CONCRETE POST.
 AW4762'
 AW4762'NOTE--STATION RICH 1952 WAS ESTABLISHED IN THE NEAR VICINITY
 AW4762'OF RICHMOND MAGNETIC AND A TRAVERSE CONNECTION WAS MADE
 AW4762'BETWEEN THE STATIONS.
 AW4762
 AW4762                          STATION RECOVERY (1971)
 AW4762
 AW4762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (KDC)
 AW4762'SEARCHED FOR BUT NOT FOUND
 AW4762'
 AW4762'R.M. 1 RICHMOND MAG--SEARCHED FOR BUT NOT FOUND
 AW4762
 AW4762                          STATION RECOVERY (1974)
 AW4762
 AW4762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AW4762'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS
 AW4762'LOCATED ON THE GROUNDS OF THE JANE LONG ELEMENTARY SCHOOL
 AW4762'IN THE SOUTHWEST PART OF RICHMOND.
 AW4762'
 AW4762'THE MARK IS A STANDARD DISK STAMPED RICHMOND MAGNETIC 1935, SET
 AW4762'IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12-INCHES BELOW
 AW4762'GROUND SURFACE.  IT IS 65 FEET NORTH OF THE CENTER OF FORT
 AW4762'STREET, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AW4762'MAIN SCHOOL BUILDING, 48 FEET NORTHEAST OF A TREE 32-INCHES
 AW4762'IN DIAMETER, 41 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 AW4762'THE SCHOOLS ELECTRICAL UTILITY BUILDING, AND 41 FEET SOUTHWEST
 AW4762'OF THE NORTHWEST CORNER OF THE UTILITY BUILDING.
 AW4762'
 AW4762'TO REACH THE STATION FROM THE COURTHOUSE IN RICHMOND, GO WEST
 AW4762'ON U.S. HIGHWAYS 59 AND 90A FOR 0.35 MILE TO FARM ROAD 762
 AW4762'ON THE LEFT, TURN LEFT AND GO SOUTH ON FARM ROAD 762 FOR 0.15
 AW4762'MILE TO FORT STREET, TURN LEFT AND GO EAST ON FORT STREET
 AW4762'FOR 1 BLOCK TO S. TENTH STREET ON THE RIGHT AND THE STATION
 AW4762'ON THE LEFT AS DESCRIBED.
 AW4762'
 AW4762'NOTE--STATION RICH 1952 WAS ESTABLISHED SOUTHEAST OF RICHMOND
 AW4762'MAGNETIC, ALONG THE SOUTH SIDE OF FORT STREET, AND A TRAVERSE
 AW4762'CONNECTION WAS MADE BETWEEN THE STATIONS.  FOR FURTHER INFORMATION
 AW4762'SEE DESCRIPTION RICH 1952.
 AW4762'
 AW4762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RICHMOND
 AW4762
 AW4762                          STATION RECOVERY (1989)
 AW4762
 AW4762'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4762'MARK NOT FOUND.
 AW4762
 AW4762                          STATION RECOVERY (1995)
 AW4762
 AW4762'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4762'RECOVERED IN GOOD CONDITION.
 AW4762
 AW4762                          STATION RECOVERY (2004)
 AW4762
 AW4762'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6964 ***********************************************************************
 AW6964  DESIGNATION -  RICHMOND MUNICIPAL TANK
 AW6964  PID         -  AW6964
 AW6964  STATE/COUNTY-  TX/FORT BEND
 AW6964  USGS QUAD   -  RICHMOND (1980)
 AW6964
 AW6964                         *CURRENT SURVEY CONTROL
 AW6964  ___________________________________________________________________
 AW6964* NAD 83(1993)-  29 34 59.81410(N)    095 45 44.29395(W)     ADJUSTED  
 AW6964* NAVD 88     -                                                        
 AW6964  ___________________________________________________________________
 AW6964  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6964  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6964
 AW6964  HORZ ORDER  -  THIRD
 AW6964
 AW6964.The horizontal coordinates were established by classical geodetic methods
 AW6964.and adjusted by the National Geodetic Survey in February 1996..
 AW6964
 AW6964
 AW6964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6964
 AW6964.The geoid height was determined by GEOID03.
 AW6964
 AW6964;                    North         East     Units Scale Factor Converg.
 AW6964;SPC TXSC     - 4,198,282.295   913,610.139   MT  0.99987260   +1 35 10.3
 AW6964;SPC TXSC     -13,773,864.50  2,997,402.60   sFT  0.99987260   +1 35 10.3
 AW6964;UTM  15      - 3,275,796.965   232,422.631   MT  1.00048352   -1 21 52.3
 AW6964
 AW6964                          SUPERSEDED SURVEY CONTROL
 AW6964
 AW6964  NAD 83(1986)-  29 34 59.82812(N)    095 45 44.27666(W) AD(       ) 4
 AW6964  NAD 27      -  29 34 58.97173(N)    095 45 43.45641(W) AD(       ) 3
 AW6964
 AW6964.Superseded values are not recommended for survey control.
 AW6964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6964.See file dsdata.txt to determine how the superseded data were derived.
 AW6964
 AW6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3242375797(NAD 83)
 AW6964_MARKER: 53 = ELEVATED TANK
 AW6964
 AW6964  HISTORY     - Date     Condition        Report By
 AW6964  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6964  HISTORY     - 1952     GOOD             CGS
 AW6964  HISTORY     - 19931204 GOOD             USPSQD
 AW6964  HISTORY     - 19991120 GOOD             USPSQD
 AW6964
 AW6964                          STATION DESCRIPTION
 AW6964
 AW6964'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6964'THIS INTERSECTION STATION IS LOCATED IN THE NW PART OF THE
 AW6964'BUSINESS DISTRICT OF RICHMOND, ABOUT 140 FEET N OF THE CITY
 AW6964'FIRE STATION, AND 50 FEET S OF THE UNION PACIFIC RAILROAD
 AW6964'TRACKS.  THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER
 AW6964'ARE CONSTRUCTED OF STEEL, PAINTED ALUMINUM.  IT IS ABOUT
 AW6964'140 FEET HIGH.  THE POINT LOCATED WAS A BALL CENTERED AT THE
 AW6964'APEX OF THE CONICAL ROOF OF THE TANK.
 AW6964
 AW6964                          STATION RECOVERY (1952)
 AW6964
 AW6964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6964'THE STATION IS LOCATED IN THE NORTH-CENTRAL PART OF RICHMOND
 AW6964'AND ABOUT 2 BLOCKS NORTH OF THE COURTHOUSE.  IT IS A 4 LEGGED
 AW6964'STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE TANK HAS A
 AW6964'CONICAL SHAPED ROOF WHICH SUPPORTS THE COUNTY POLICE RADIO
 AW6964'ANTENNA AT ITS APEX.  THE OVERALL HEIGHT IS ABOUT 150 FEET
 AW6964'ENCLUDING THE RADIO ANTENNA.
 AW6964'
 AW6964'THE APEX OF THE TANK ROOF WAS OBSERVED.
 AW6964
 AW6964                          STATION RECOVERY (1993)
 AW6964
 AW6964'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6964'RECOVERED IN GOOD CONDITION.
 AW6964
 AW6964                          STATION RECOVERY (1999)
 AW6964
 AW6964'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1063 ***********************************************************************
 CU1063  DESIGNATION -  RICHTER
 CU1063  PID         -  CU1063
 CU1063  STATE/COUNTY-  TX/SCURRY
 CU1063  USGS QUAD   -  IRA NW (1974)
 CU1063
 CU1063                         *CURRENT SURVEY CONTROL
 CU1063  ___________________________________________________________________
 CU1063* NAD 83(1993)-  32 37 34.85764(N)    101 09 41.54166(W)     ADJUSTED  
 CU1063* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 CU1063  ___________________________________________________________________
 CU1063  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CU1063  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU1063
 CU1063  HORZ ORDER  -  THIRD
 CU1063
 CU1063.The horizontal coordinates were established by classical geodetic methods
 CU1063.and adjusted by the National Geodetic Survey in February 1996..
 CU1063
 CU1063.The orthometric height was scaled from a topographic map.
 CU1063
 CU1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1063
 CU1063.The geoid height was determined by GEOID03.
 CU1063
 CU1063;                    North         East     Units Scale Factor Converg.
 CU1063;SPC TXNC     - 2,109,582.973   350,279.174   MT  0.99989999   -1 27 05.7
 CU1063;SPC TXNC     - 6,921,190.14  1,149,207.59   sFT  0.99989999   -1 27 05.7
 CU1063;UTM  14      - 3,611,928.226   297,210.892   MT  1.00010711   -1 09 56.9
 CU1063
 CU1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1063!SPC TXNC     -   0.99989402  x   0.99989999  =   0.99979402
 CU1063!UTM  14      -   0.99989402  x   1.00010711  =   1.00000112
 CU1063
 CU1063:                Primary Azimuth Mark                     Grid Az
 CU1063:SPC TXNC     -  PATTERSON                                032 05 48.6
 CU1063:UTM  14      -  PATTERSON                                031 48 39.8
 CU1063
 CU1063|---------------------------------------------------------------------|
 CU1063| PID    Reference Object                     Distance      Geod. Az  |
 CU1063|                                                           dddmmss.s |
 CU1063| CU1055 PATTERSON                           APPROX.12.0 KM 0303842.9 |
 CU1063|---------------------------------------------------------------------|
 CU1063
 CU1063                          SUPERSEDED SURVEY CONTROL
 CU1063
 CU1063  NAD 83(1986)-  32 37 34.86320(N)    101 09 41.53289(W) AD(       ) 3
 CU1063  NAD 27      -  32 37 34.46807(N)    101 09 40.08729(W) AD(       ) 3
 CU1063
 CU1063.Superseded values are not recommended for survey control.
 CU1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1063.See file dsdata.txt to determine how the superseded data were derived.
 CU1063
 CU1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9721111928(NAD 83)
 CU1063_MARKER: DD = SURVEY DISK
 CU1063_SETTING: 0 = UNSPECIFIED SETTING
 CU1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1063
 CU1063  HISTORY     - Date     Condition        Report By
 CU1063  HISTORY     - 1949     MONUMENTED       USGS
 CU1063
 CU1063                          STATION DESCRIPTION
 CU1063
 CU1063'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 CU1063'UNION SCHOOL, 3.45 MI. E. OF, 1.6 MI. S. AND 2.45 MI. W. OF KNAPP,
 CU1063'ON LAND OWNED AND OCCUPIED BY MR. GILBERT RICHTER.  TO REACH FROM
 CU1063'CROSSROAD AT UNION SCHOOL, GO E. 3.45 MI. TO POINT WHERE RD. TOPS
 CU1063'HILL.  STATION IS 472 FT. S. OF CENTERLINE OF RD. AT HIGHEST POINT
 CU1063'OF CULTIVATED FIELD.
 CU1063'
 CU1063'STATION MARK--STANDARD TABLET SET IN CONCRETE POST 2 FT. UNDER
 CU1063'SURFACE OF GROUND, STAMPED ---RICHTER 1949---.
 CU1063'
 CU1063'REFERENCE MARK NO. 1--STANDARD TABLET, 533.79 FT. NW. OF STATION,
 CU1063'14 FT. N. OF CENTERLINE OF RD., 1 FT. S. OF N. RIGHT-OF-WAY FENCE,
 CU1063'IN CONCRETE POST, STAMPED ---RICHTER NO. 1 1949---.
 CU1063'
 CU1063'REFERENCE MARK NO. 2--STANDARD TABLET, 502.45 FT. NE. OF STATION,
 CU1063'14 FT. N. OF CENTERLINE OF RD., 1 FT. S. OF N. RIGHT-OF-WAY FENCE,
 CU1063'IN CONCRETE POST, STAMPED ---RICHTER NO. 2 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0478 ***********************************************************************
 CB0478  DESIGNATION -  RICKER
 CB0478  PID         -  CB0478
 CB0478  STATE/COUNTY-  TX/REAGAN
 CB0478  USGS QUAD   -  SAINT LAWRENCE SE (1973)
 CB0478
 CB0478                         *CURRENT SURVEY CONTROL
 CB0478  ___________________________________________________________________
 CB0478* NAD 83(1993)-  31 31 32.22613(N)    101 31 08.62881(W)     ADJUSTED  
 CB0478* NAVD 88     -       813.300  (meters)    2668.30   (feet)  ADJUSTED  
 CB0478  ___________________________________________________________________
 CB0478  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 CB0478  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0478  DYNAMIC HT  -         812.150 (meters)    2664.53  (feet)  COMP
 CB0478  MODELED GRAV-     979,199.4   (mgal)                       NAVD 88
 CB0478
 CB0478  HORZ ORDER  -  FIRST
 CB0478  VERT ORDER  -  SECOND    CLASS 0
 CB0478
 CB0478.The horizontal coordinates were established by classical geodetic methods
 CB0478.and adjusted by the National Geodetic Survey in February 1996..
 CB0478
 CB0478.The orthometric height was determined by differential leveling
 CB0478.and adjusted by the National Geodetic Survey in June 1991..
 CB0478
 CB0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0478
 CB0478.The geoid height was determined by GEOID03.
 CB0478
 CB0478.The dynamic height is computed by dividing the NAVD 88
 CB0478.geopotential number by the normal gravity value computed on the
 CB0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0478.degrees latitude (g = 980.6199 gals.).
 CB0478
 CB0478.The modeled gravity was interpolated from observed gravity values.
 CB0478
 CB0478;                    North         East     Units Scale Factor Converg.
 CB0478;SPC TX C     - 3,206,678.063   587,394.353   MT  0.99992347   -0 36 38.6
 CB0478;SPC TX C     -10,520,576.28  1,927,142.97   sFT  0.99992347   -0 36 38.6
 CB0478;UTM  14      - 3,490,606.501   260,808.906   MT  1.00030570   -1 19 04.1
 CB0478
 CB0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0478!SPC TX C     -   0.99987611  x   0.99992347  =   0.99979958
 CB0478!UTM  14      -   0.99987611  x   1.00030570  =   1.00018177
 CB0478
 CB0478|---------------------------------------------------------------------|
 CB0478| PID    Reference Object                     Distance      Geod. Az  |
 CB0478|                                                           dddmmss.s |
 CB0478| CB0479 RICKER RM 1                         212.141 METERS 04450     |
 CB0478| CI0309 RICKER RANCH WINDMILL                              0814913.5 |
 CB0478| CB0480 RICKER RM 2                          25.999 METERS 29425     |
 CB0478|---------------------------------------------------------------------|
 CB0478
 CB0478                          SUPERSEDED SURVEY CONTROL
 CB0478
 CB0478  NAD 83(1986)-  31 31 32.23420(N)    101 31 08.61627(W) AD(       ) 1
 CB0478  NAD 27      -  31 31 31.72000(N)    101 31 07.19200(W) AD(       ) 1
 CB0478  NGVD 29 (??/??/92)  812.992  (m)         2667.29   (f) ADJ UNCH    2 0
 CB0478
 CB0478.Superseded values are not recommended for survey control.
 CB0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0478.See file dsdata.txt to determine how the superseded data were derived.
 CB0478
 CB0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV6080990607(NAD 83)
 CB0478_MARKER: DS = TRIANGULATION STATION DISK
 CB0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0478_STAMPING: RICKER 1932
 CB0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0478+STABILITY: SURFACE MOTION
 CB0478
 CB0478  HISTORY     - Date     Condition        Report By
 CB0478  HISTORY     - 1932     MONUMENTED       CGS
 CB0478  HISTORY     - 1933     GOOD             CGS
 CB0478  HISTORY     - 1936     GOOD             CGS
 CB0478  HISTORY     - 1937     GOOD             TXHD
 CB0478  HISTORY     - 1938     GOOD             TSI
 CB0478
 CB0478                          STATION DESCRIPTION
 CB0478
 CB0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CB0478'12.7 MI N FROM STILES.
 CB0478'12.7 MILES NORTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0478'FROM THE OLD COUNTY COURTHOUSE AT STILES, REAGAN COUNTY, THENCE 0.3
 CB0478'MILE EAST ALONG THE ROAD LEADING THROUGH THE NORTH GATE TO THE RICKER
 CB0478'RANCH HOUSE.  630 FEET SOUTH OF AN EAST-AND-WEST FENCE LINE BETWEEN
 CB0478'THE PASTURES, 610 FEET NORTH OF THE ROAD TO THE HOUSE, 2 FEET WEST OF
 CB0478'A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 CB0478'PROJECTING 6 INCHES ABOVE GROUND.
 CB0478
 CB0478                          STATION RECOVERY (1933)
 CB0478
 CB0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 CB0478'EIGHT MILES N AND 2 MILES E OF STILES, 1/4 MILE E OF GARDEN
 CB0478'CITY-STILES HIGHWAY, ON THE RICKER RANCH, 330 FEET S OF AN E-W
 CB0478'FENCE LINE, AND DUE S OF A BLAZED FENCE POST.
 CB0478'
 CB0478'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 CB0478'SET IN CONCRETE.
 CB0478'
 CB0478'SURFACE MARK PROJECTS 6 INCHES ABOVE GROUND.
 CB0478'
 CB0478'REFERENCE MARK NO. 1 IS 696 FEET FROM STATION, N 44 DEG 50 MIN E.
 CB0478'REFERENCE MARK NO. 2, IS 85.30 FEET,
 CB0478'N 65 DEG 35 MIN W.   AZIMUTH FROM STATION OF RICKER RANCH WINDMILL,
 CB0478'IS  N 81 DEG 49 MIN E.
 CB0478'
 CB0478'TO REACH THE STATION FROM GARDEN CITY, GO S ON THE STILES
 CB0478'ROAD 28.5 MILES TO A POINT WHERE THERE ARE 2 BOARD GATES, 1
 CB0478'ON EITHER SIDE OF ROAD.  GO THROUGH GATE ON E SIDE OF ROAD
 CB0478'AND EASTWARD FOR 0.25 MILE ON RANCH ROAD.  TURN ABRUPTLY
 CB0478'N AND GO 0.1 MILE TO STATION.
 CB0478
 CB0478                          STATION RECOVERY (1936)
 CB0478
 CB0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (PCB)
 CB0478'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 29.5 MILES
 CB0478'S OF GARDEN CITY INSTEAD OF 28.5 MILES AS GIVEN IN THE DESCRIPTION.
 CB0478
 CB0478                          STATION RECOVERY (1937)
 CB0478
 CB0478'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0478'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CB0478'AND AS DESCRIBED.  DIRECTIONS FOR LOCATING STATION WERE
 CB0478'SATISFACTORY.  THE FOLLOWING ADDITIONAL INFORMATION IS
 CB0478'OFFERED--REFERENCE MARK NO. 1 IS 1 FOOT S OF AN E-W FENCE
 CB0478'LINE.  ENTRANCE GATE TO RICKER RANCH IS RED COLORED AND ON
 CB0478'IT IS A SIGN READING W.W. HOUSE-RICKER RANCH.
 CB0478
 CB0478                          STATION RECOVERY (1938)
 CB0478
 CB0478'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 CB0478'RECOVERED BY EDGAR TOBIN AERIAL SURVEY.
 CB0478'
 CB0478'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0479 ***********************************************************************
 CB0479  DESIGNATION -  RICKER RM 1
 CB0479  PID         -  CB0479
 CB0479  STATE/COUNTY-  TX/REAGAN
 CB0479  USGS QUAD   -  SAINT LAWRENCE SE (1973)
 CB0479
 CB0479                         *CURRENT SURVEY CONTROL
 CB0479  ___________________________________________________________________
 CB0479* NAD 83(1986)-  31 31 32.     (N)    101 31 08.     (W)     SCALED    
 CB0479* NAVD 88     -       812.762  (meters)    2666.54   (feet)  ADJUSTED  
 CB0479  ___________________________________________________________________
 CB0479  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0479  DYNAMIC HT  -         811.613 (meters)    2662.77  (feet)  COMP
 CB0479  MODELED GRAV-     979,199.4   (mgal)                       NAVD 88
 CB0479
 CB0479  VERT ORDER  -  SECOND    CLASS 0
 CB0479
 CB0479.The horizontal coordinates were scaled from a topographic map and have
 CB0479.an estimated accuracy of +/- 6 seconds.
 CB0479
 CB0479.The orthometric height was determined by differential leveling
 CB0479.and adjusted by the National Geodetic Survey in June 1991..
 CB0479
 CB0479.The geoid height was determined by GEOID03.
 CB0479
 CB0479.The dynamic height is computed by dividing the NAVD 88
 CB0479.geopotential number by the normal gravity value computed on the
 CB0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0479.degrees latitude (g = 980.6199 gals.).
 CB0479
 CB0479.The modeled gravity was interpolated from observed gravity values.
 CB0479
 CB0479;                    North         East    Units  Estimated Accuracy
 CB0479;SPC TX C     - 3,206,670.      587,410.      MT  (+/- 180 meters Scaled)
 CB0479
 CB0479                          SUPERSEDED SURVEY CONTROL
 CB0479
 CB0479  NGVD 29 (??/??/92)  812.454  (m)         2665.53   (f) ADJ UNCH    2 0
 CB0479
 CB0479.Superseded values are not recommended for survey control.
 CB0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0479.See file dsdata.txt to determine how the superseded data were derived.
 CB0479
 CB0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV608905(NAD 83)
 CB0479_MARKER: DR = REFERENCE MARK DISK
 CB0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0479_STAMPING: RICKER NO 1 1932
 CB0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0479+STABILITY: SURFACE MOTION
 CB0479
 CB0479  HISTORY     - Date     Condition        Report By
 CB0479  HISTORY     - 1932     MONUMENTED       CGS
 CB0479
 CB0479                          STATION DESCRIPTION
 CB0479
 CB0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CB0479'IN STILES.
 CB0479'707.3 FEET NORTHEAST OF TRIANGULATION STATION RICKER, DESCRIBED ABOVE,
 CB0479'0.24 MILE NORTH OF THE ROAD LEADING TO THE RANCH HOUSE, 1 FOOT SOUTH
 CB0479'OF AN EAST-AND-WEST FENCE BETWEEN TWO PASTURES AND SET IN THE TOP OF A
 CB0479'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0480 ***********************************************************************
 CB0480  DESIGNATION -  RICKER RM 2
 CB0480  PID         -  CB0480
 CB0480  STATE/COUNTY-  TX/REAGAN
 CB0480  USGS QUAD   -  SAINT LAWRENCE SE (1973)
 CB0480
 CB0480                         *CURRENT SURVEY CONTROL
 CB0480  ___________________________________________________________________
 CB0480* NAD 83(1986)-  31 31 32.     (N)    101 31 08.     (W)     SCALED    
 CB0480* NAVD 88     -       813.278  (meters)    2668.23   (feet)  ADJUSTED  
 CB0480  ___________________________________________________________________
 CB0480  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0480  DYNAMIC HT  -         812.128 (meters)    2664.46  (feet)  COMP
 CB0480  MODELED GRAV-     979,199.4   (mgal)                       NAVD 88
 CB0480
 CB0480  VERT ORDER  -  SECOND    CLASS 0
 CB0480
 CB0480.The horizontal coordinates were scaled from a topographic map and have
 CB0480.an estimated accuracy of +/- 6 seconds.
 CB0480
 CB0480.The orthometric height was determined by differential leveling
 CB0480.and adjusted by the National Geodetic Survey in June 1991..
 CB0480
 CB0480.The geoid height was determined by GEOID03.
 CB0480
 CB0480.The dynamic height is computed by dividing the NAVD 88
 CB0480.geopotential number by the normal gravity value computed on the
 CB0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0480.degrees latitude (g = 980.6199 gals.).
 CB0480
 CB0480.The modeled gravity was interpolated from observed gravity values.
 CB0480
 CB0480;                    North         East    Units  Estimated Accuracy
 CB0480;SPC TX C     - 3,206,670.      587,410.      MT  (+/- 180 meters Scaled)
 CB0480
 CB0480                          SUPERSEDED SURVEY CONTROL
 CB0480
 CB0480  NGVD 29 (??/??/92)  812.969  (m)         2667.22   (f) ADJ UNCH    2 0
 CB0480
 CB0480.Superseded values are not recommended for survey control.
 CB0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0480.See file dsdata.txt to determine how the superseded data were derived.
 CB0480
 CB0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV608905(NAD 83)
 CB0480_MARKER: DR = REFERENCE MARK DISK
 CB0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0480_STAMPING: RICKER NO 2 1932
 CB0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0480+STABILITY: SURFACE MOTION
 CB0480
 CB0480  HISTORY     - Date     Condition        Report By
 CB0480  HISTORY     - 1932     MONUMENTED       CGS
 CB0480
 CB0480                          STATION DESCRIPTION
 CB0480
 CB0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CB0480'IN STILES.
 CB0480'85.3 FEET NORTHWEST OF TRIANGULATION STATION RICKER, DESCRIBED ABOVE,
 CB0480'600 FEET SOUTH OF THE EAST-AND-WEST FENCE BETWEEN TWO PASTURES, 640
 CB0480'FEET NORTH OF THE ROAD LEADING TO THE RANCH HOUSE AND SET IN THE TOP
 CB0480'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1436 ***********************************************************************
 AE1436  DESIGNATION -  RICO
 AE1436  PID         -  AE1436
 AE1436  STATE/COUNTY-  TX/HIDALGO
 AE1436  USGS QUAD   -  SAN ISIDRO (1993)
 AE1436
 AE1436                         *CURRENT SURVEY CONTROL
 AE1436  ___________________________________________________________________
 AE1436* NAD 83(1993)-  26 38 52.77247(N)    098 22 44.46894(W)     ADJUSTED  
 AE1436* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 AE1436  ___________________________________________________________________
 AE1436  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AE1436  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AE1436
 AE1436  HORZ ORDER  -  SECOND
 AE1436
 AE1436.The horizontal coordinates were established by classical geodetic methods
 AE1436.and adjusted by the National Geodetic Survey in February 1996..
 AE1436
 AE1436.The orthometric height was scaled from a topographic map.
 AE1436
 AE1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1436
 AE1436.The geoid height was determined by GEOID03.
 AE1436
 AE1436;                    North         East     Units Scale Factor Converg.
 AE1436;SPC TX S     - 5,108,728.832   312,044.062   MT  0.99991366   +0 03 17.7
 AE1436;SPC TX S     -16,760,887.84  1,023,764.56   sFT  0.99991366   +0 03 17.7
 AE1436;UTM  14      - 2,947,598.343   561,802.136   MT  0.99964715   +0 16 42.7
 AE1436
 AE1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1436!SPC TX S     -   0.99999207  x   0.99991366  =   0.99990573
 AE1436!UTM  14      -   0.99999207  x   0.99964715  =   0.99963923
 AE1436
 AE1436|---------------------------------------------------------------------|
 AE1436| PID    Reference Object                     Distance      Geod. Az  |
 AE1436|                                                           dddmmss.s |
 AE1436| CV2898 RICO RM 1                            26.726 METERS 00531     |
 AE1436| CV2897 RICO AZ MK                                         0092559.9 |
 AE1436| CV2899 RICO RM 2                            30.337 METERS 07920     |
 AE1436| AE1446 HUMBLE OIL CO KELSEY DIST MAST      APPROX.17.1 KM 3434356.9 |
 AE1436| AE1445 HUMBLE OIL CO KELSEY DIST TANK      APPROX.17.2 KM 3441554.3 |
 AE1436|---------------------------------------------------------------------|
 AE1436
 AE1436                          SUPERSEDED SURVEY CONTROL
 AE1436
 AE1436  NAD 83(1986)-  26 38 52.77807(N)    098 22 44.43675(W) AD(       ) 2
 AE1436  NAD 27      -  26 38 51.56870(N)    098 22 43.38440(W) AD(       ) 2
 AE1436
 AE1436.Superseded values are not recommended for survey control.
 AE1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1436.See file dsdata.txt to determine how the superseded data were derived.
 AE1436
 AE1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6180247598(NAD 83)
 AE1436_MARKER: DS = TRIANGULATION STATION DISK
 AE1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1436
 AE1436  HISTORY     - Date     Condition        Report By
 AE1436  HISTORY     - 1961     MONUMENTED       CGS
 AE1436
 AE1436                          STATION DESCRIPTION
 AE1436
 AE1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1436'THE STATION IS APPROXIMATELY 2-1/2 MILES SOUTH OF A REFORMA,
 AE1436'1-3/4 MILES WEST OF PUERTO RICO, ON PROPERTY OWNED BY MR.
 AE1436'ARCADIO GUERRA.
 AE1436'
 AE1436'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 1017 AND
 AE1436'681, JUST WEST OF PUERTO RICO, GO WEST ON 1017 FOR 1.05 MILES
 AE1436'TO A SIDE ROAD ON THE LEFT AT A RIGHT CURVE IN THE HIGHWAY.
 AE1436'TURN LEFT AND CONTINUE WEST ON A SURFACED ROAD 0.2 MILE TO A
 AE1436'SAND ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE SAND
 AE1436'ROAD 0.2 MILE TO A DIM CROSSROAD.  CONTINUE SOUTH ON MAIN SAND
 AE1436'ROAD 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AE1436'SOUTH 0.4 MILE TO A BOARD GATE AND THE STATION ON THE RIGHT.
 AE1436'
 AE1436'STATION MARKS ARE STANDARD DISKS STAMPED RICO 1961.  THE
 AE1436'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AE1436'INCHES.  IT IS 45 FEET NORTH OF THE WEST GATE POST, 40 FEET WEST
 AE1436'OF THE CENTER OF THE SAND ROAD, 19 FEET NORTH OF A TRIPLE-TRUNKED
 AE1436'TREE, 6 FEET EAST OF A FENCE AND 1.4 FEET NORTH OF A METAL
 AE1436'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 AE1436'OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1436'
 AE1436'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RICO NO 1 1961,
 AE1436'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 AE1436'IS 42 FEET WEST OF THE CENTER OF THE SAND ROAD AND 1 FOOT EAST
 AE1436'OF THE FENCE.
 AE1436'
 AE1436'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RICO NO 2 1961, IS
 AE1436'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 AE1436'IS 65 FEET NORTH OF A T-FENCE CORNER, 54 FEET EAST OF THE CENTER
 AE1436'OF THE SAND ROAD AND 1 FOOT WEST OF A FENCE.
 AE1436'
 AE1436'AZIMUTH MARK, A STANDARD DISK STAMPED RICO 1961, IS SET IN A
 AE1436'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 16 FEET
 AE1436'WEST OF THE CENTER OF THE SAND ROAD AN 2.6 FEET SOUTH OF A
 AE1436'METAL WITNESS POST.
 AE1436'
 AE1436'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1436'
 AE1436'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1597 ***********************************************************************
 AH1597  DESIGNATION -  RICO
 AH1597  PID         -  AH1597
 AH1597  STATE/COUNTY-  TX/NUECES
 AH1597  USGS QUAD   -  SAN PATRICIO (1979)
 AH1597
 AH1597                         *CURRENT SURVEY CONTROL
 AH1597  ___________________________________________________________________
 AH1597* NAD 83(1993)-  27 55 51.37541(N)    097 50 57.72235(W)     ADJUSTED  
 AH1597* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 AH1597  ___________________________________________________________________
 AH1597  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AH1597  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH1597
 AH1597  HORZ ORDER  -  SECOND
 AH1597
 AH1597.The horizontal coordinates were established by classical geodetic methods
 AH1597.and adjusted by the National Geodetic Survey in February 1996..
 AH1597
 AH1597.The orthometric height was scaled from a topographic map.
 AH1597
 AH1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1597
 AH1597.The geoid height was determined by GEOID03.
 AH1597
 AH1597;                    North         East     Units Scale Factor Converg.
 AH1597;SPC TX S     - 5,251,038.688   364,039.593   MT  1.00002616   +0 17 43.4
 AH1597;SPC TX S     -17,227,782.76  1,194,353.23   sFT  1.00002616   +0 17 43.4
 AH1597;SPC TXSC     - 4,011,375.430   713,266.810   MT  1.00016055   +0 33 49.4
 AH1597;SPC TXSC     -13,160,654.22  2,340,109.53   sFT  1.00016055   +0 33 49.4
 AH1597;UTM  14      - 3,090,084.525   613,209.456   MT  0.99975819   +0 32 20.5
 AH1597
 AH1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1597!SPC TX S     -   0.99999777  x   1.00002616  =   1.00002393
 AH1597!SPC TXSC     -   0.99999777  x   1.00016055  =   1.00015832
 AH1597!UTM  14      -   0.99999777  x   0.99975819  =   0.99975596
 AH1597
 AH1597|---------------------------------------------------------------------|
 AH1597| PID    Reference Object                     Distance      Geod. Az  |
 AH1597|                                                           dddmmss.s |
 AH1597| CV2894 RICO RM 3                            17.145 METERS 03734     |
 AH1597| CV2892 RICO RM 1                            18.308 METERS 04534     |
 AH1597| CV2891 RICO AZ MK                                         0455613.5 |
 AH1597| CV2893 RICO RM 2                            17.958 METERS 22332     |
 AH1597| CV2895 RICO RM 4                            17.556 METERS 23210     |
 AH1597| AH1607 ORANGE GROVE MUNICIPAL TANK         APPROX. 9.4 KM 2880455.0 |
 AH1597| CV2896 RICO RM 5                             2.098 METERS 32957     |
 AH1597|---------------------------------------------------------------------|
 AH1597
 AH1597                          SUPERSEDED SURVEY CONTROL
 AH1597
 AH1597  NAD 83(1986)-  27 55 51.38281(N)    097 50 57.70212(W) AD(       ) 2
 AH1597  NAD 27      -  27 55 50.31600(N)    097 50 56.70700(W) AD(       ) 2
 AH1597
 AH1597.Superseded values are not recommended for survey control.
 AH1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1597.See file dsdata.txt to determine how the superseded data were derived.
 AH1597
 AH1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1320990085(NAD 83)
 AH1597_MARKER: DS = TRIANGULATION STATION DISK
 AH1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1597
 AH1597  HISTORY     - Date     Condition        Report By
 AH1597  HISTORY     - 1953     MONUMENTED       CGS
 AH1597  HISTORY     - 1959     GOOD             CGS
 AH1597  HISTORY     - 1975     GOOD             TXHD
 AH1597  HISTORY     - 1975     MARK NOT FOUND   TXHD
 AH1597
 AH1597                          STATION DESCRIPTION
 AH1597
 AH1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1597'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF MATHIS, 6 MILES
 AH1597'EAST-SOUTHEAST OF ORANGE GROVE, 0.45 MILE SOUTHWEST OF THE
 AH1597'RESIDENCE AND ON THE PROPERTY OF MR. POOLE.
 AH1597'
 AH1597'TO REACH THE STATION FROM BANQUETE, GO NORTH ON A PAVED ROAD
 AH1597'6.5 MILES TO A CROSSROADS AT THE BLUNTZER SCHOOL.  TURN LEFT,
 AH1597'GO NORTHWESTERLY 4.9 MILES TO A CROSSROADS.  TURN RIGHT, GO
 AH1597'NORTHEASTERLY 0.45 MILE TO THE STATION ON THE LEFT.  TO REACH
 AH1597'THE AZIMUTH MARK, CONTINUE NORTHEASTERLY ON THE DIRT ROAD FOR
 AH1597'0.4 MILE TO A POINT WHERE THE POWER LINE CROSSES THE ROAD AND
 AH1597'THE MARK ON THE RIGHT.
 AH1597'
 AH1597'THE STATION MARK IS STAMPED RICO 1953.  IT IS A STANDARD DISK
 AH1597'SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 22
 AH1597'FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 6 FEET
 AH1597'SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET NORTHWEST OF A
 AH1597'WIRE FENCE.
 AH1597'
 AH1597'REFERENCE MARK 1 IS STAMPED RICO NO 1 1953.  IT IS A STANDARD
 AH1597'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 AH1597'IS 21 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD AND 1
 AH1597'FOOT NORTHWEST OF A WIRE FENCE.
 AH1597'
 AH1597'REFERENCE MARK 2 IS STAMPED RICO NO 2 1953.  IT IS A STANDARD
 AH1597'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 AH1597'21 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD AND 1 FOOT
 AH1597'NORTHWEST OF A WIRE FENCE.
 AH1597'
 AH1597'THE AZIMUTH MARK IS STAMPED RICO 1953.  IT IS A STANDARD DISK
 AH1597'SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 150
 AH1597'FEET SOUTH OF A SMALL CORRAL IN A FARM YARD, 18 FEET SOUTHEAST
 AH1597'OF THE CENTER LINE OF A DIRT ROAD, 2 FEET NORTHWEST OF A WHITE
 AH1597'WITNESS POST AND 2 FEET SOUTHWEST OF A POWER LINE POLE.
 AH1597'
 AH1597'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AH1597
 AH1597                          STATION RECOVERY (1959)
 AH1597
 AH1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 AH1597'THE SITE OF THIS STATION WAS VISITED AND ALL SURFACE MARKS
 AH1597'WERE FOUND TO HAVE BEEN DAMAGED BY ROAD BUILDING ACTIVITIES.
 AH1597'REFERENCE NO. 2 WAS FOUND IN PLACE BUT PART OF THE TOP WAS BROKEN
 AH1597'OFF.  THE UNDERGROUND STATION MARK WAS RECOVERED AND THE STATION
 AH1597'WAS REMARKED AS FOLLOWS-
 AH1597'
 AH1597'STATION IS LOCATED ALONG THE NORTHWEST SIDE OF COUNTY ROAD NO. 101,
 AH1597'ABOUT 9.0 MILES NORTH, NORTHWEST OF BANQUETE AND 11.0 MILES
 AH1597'NORTH, NORTHEAST OF AGUA DULCE AND ABOUT 0.45 MILE SOUTHWEST
 AH1597'OF THE FARMHOUSE OF MR. POOLE AND ALONG THE SOUTHEAST EDGE OF
 AH1597'THE POOLE FARM LAND.
 AH1597'
 AH1597'TO REACH FROM BANQUETE, GO NORTH ON HIGHWAY NO. 666 FROM THE
 AH1597'JUNCTION WITH HIGHWAY NO. 44 AT THE NORTHWEST PART OF TOWN,
 AH1597'6.0 MILES TO THE OLD BLUNTZER SCHOOL AND THE INTERSECTION WITH
 AH1597'HIGHWAY NO. 624.  TURN LEFT AND GO WEST ON NO. 624, 04.6 MILES
 AH1597'TO THE INTERSECTION WITH COUNTY NO. 101.  THEN TURN RIGHT AND
 AH1597'GO NORTHEAST ON NO. 101, 0.4 MILE TO THE STATION ON THE LEFT.
 AH1597'
 AH1597'THE STATION IS MARKED.  THE SURFACE
 AH1597'MARK IS A STANDARD DISK STAMPED RICO 1953 1959 IN A CONCRETE
 AH1597'MONUMENT WITH THE SURFACE OF THE MARK ABOUT 4 INCHES BELOW THE
 AH1597'LEVEL OF THE NORTHWEST GUTTER OF THE ROAD AND IS 8 FEET
 AH1597'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE AND IS
 AH1597'6.5 FEET SOUTHEAST OF A 4 X 4 POST.
 AH1597'
 AH1597'REFERENCE NO. 3 IS A STANDARD DISK STAMPED RICO 1953 NO. 3
 AH1597'1959 IN A CONCRETE POST NORTHEAST OF THE STATION, 1 FOOT SOUTHEAST
 AH1597'OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE, 3 FEET SOUTH OF A
 AH1597'FENCE POST AND PROJECTS ABOUT 6 INCHES.
 AH1597'
 AH1597'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED RICO 1953 NO.
 AH1597'4 1959 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES, 1 FOOT
 AH1597'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE.
 AH1597'
 AH1597'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED RICO 1953 NO. 5
 AH1597'1959 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES, 2 FEET
 AH1597'NORTHEAST OF A 4 X 4 POST AND 1 FOOT SOUTHEAST OF THE NORTHWEST
 AH1597'RIGHT-OF-WAY FENCE.
 AH1597
 AH1597                          STATION RECOVERY (1975)
 AH1597
 AH1597'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (FM)
 AH1597'RICO-(KNOCKED OUT)
 AH1597
 AH1597                          STATION RECOVERY (1975)
 AH1597
 AH1597'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (CLJ)
 AH1597'RICO 1953, 1959-DESTROYED (FOUND LYING IN DITCH)
 AH1597'
 AH1597'OTHER MARKS-NOT SEARCHED FOR
 AH1597'
 AH1597'STATION AND REFERENCE MARKS APPARENTLY DESTROYED BY GRADING
 AH1597'OPERATIONS ON FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1019 ***********************************************************************
 CA1019  DESIGNATION -  RIDGE
 CA1019  PID         -  CA1019
 CA1019  STATE/COUNTY-  TX/MILLS
 CA1019  USGS QUAD   -  REGENCY (1980)
 CA1019
 CA1019                         *CURRENT SURVEY CONTROL
 CA1019  ___________________________________________________________________
 CA1019* NAD 83(1993)-  31 28 42.16051(N)    098 47 40.91214(W)     ADJUSTED  
 CA1019* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 CA1019  ___________________________________________________________________
 CA1019  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CA1019  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CA1019
 CA1019  HORZ ORDER  -  THIRD
 CA1019
 CA1019.The horizontal coordinates were established by classical geodetic methods
 CA1019.and adjusted by the National Geodetic Survey in February 1996..
 CA1019
 CA1019.The orthometric height was scaled from a topographic map.
 CA1019
 CA1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1019
 CA1019.The geoid height was determined by GEOID03.
 CA1019
 CA1019;                    North         East     Units Scale Factor Converg.
 CA1019;SPC TX C     - 3,201,851.444   846,190.673   MT  0.99991628   +0 47 33.0
 CA1019;SPC TX C     -10,504,740.95  2,776,210.57   sFT  0.99991628   +0 47 33.0
 CA1019;UTM  14      - 3,482,638.438   519,500.887   MT  0.99960469   +0 06 25.9
 CA1019
 CA1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1019!SPC TX C     -   0.99993173  x   0.99991628  =   0.99984802
 CA1019!UTM  14      -   0.99993173  x   0.99960469  =   0.99953645
 CA1019
 CA1019:                Primary Azimuth Mark                     Grid Az
 CA1019:SPC TX C     -  BETHEL                                   191 33 47.9
 CA1019:UTM  14      -  BETHEL                                   192 14 55.0
 CA1019
 CA1019|---------------------------------------------------------------------|
 CA1019| PID    Reference Object                     Distance      Geod. Az  |
 CA1019|                                                           dddmmss.s |
 CA1019| CA1020 BETHEL                              APPROX.15.3 KM 1922120.9 |
 CA1019|---------------------------------------------------------------------|
 CA1019
 CA1019                          SUPERSEDED SURVEY CONTROL
 CA1019
 CA1019  NAD 83(1986)-  31 28 42.17162(N)    098 47 40.89599(W) AD(       ) 3
 CA1019  NAD 27      -  31 28 41.59523(N)    098 47 39.71017(W) AD(       ) 3
 CA1019
 CA1019.Superseded values are not recommended for survey control.
 CA1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1019.See file dsdata.txt to determine how the superseded data were derived.
 CA1019
 CA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV1950182638(NAD 83)
 CA1019_MARKER: DD = SURVEY DISK
 CA1019_SETTING: 66 = SET IN ROCK OUTCROP
 CA1019_SP_SET: SET IN ROCK OUTCROP
 CA1019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1019+STABILITY: POSITION/ELEVATION WELL
 CA1019
 CA1019  HISTORY     - Date     Condition        Report By
 CA1019  HISTORY     - 1947     MONUMENTED       USGS
 CA1019
 CA1019                          STATION DESCRIPTION
 CA1019
 CA1019'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1019'MULLIN, TEXAS, 10 MI. SW. OF, RIDGE SCHOOLHOUSE 800 FT. S. OF, ON
 CA1019'HIGHEST PART OF HILL, ON THE DIVIDE BETWEEN PECAN BAYOU AND THE
 CA1019'COLORADO RIVER.
 CA1019'
 CA1019'STATION MARK--STANDARD TABLET STAMPED ---RIDGE 1947---, SET IN LARGE
 CA1019'ROCK.
 CA1019'
 CA1019'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN LARGE BOULDER
 CA1019'IN PLACE, STAMPED ---NO. 1 RIDGE 1947---, 149.30 FT. FROM STATION,
 CA1019'S 15 DEG 07 MIN E.
 CA1019'
 CA1019'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN LARGE BOULDER
 CA1019'IN PLACE, STAMPED ---NO. 2 RIDGE 1947---, 291.70 FT. FROM STATION,
 CA1019'N 18 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6797 ***********************************************************************
 AW6797  DESIGNATION -  RIDGE
 AW6797  PID         -  AW6797
 AW6797  STATE/COUNTY-  TX/BRAZORIA
 AW6797  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6797
 AW6797                         *CURRENT SURVEY CONTROL
 AW6797  ___________________________________________________________________
 AW6797* NAD 83(1993)-  29 04 16.15166(N)    095 11 56.94510(W)     ADJUSTED  
 AW6797* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6797  ___________________________________________________________________
 AW6797  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW6797  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW6797
 AW6797  HORZ ORDER  -  SECOND
 AW6797
 AW6797.The horizontal coordinates were established by classical geodetic methods
 AW6797.and adjusted by the National Geodetic Survey in February 1996..
 AW6797
 AW6797.The orthometric height was scaled from a topographic map.
 AW6797
 AW6797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6797
 AW6797.The geoid height was determined by GEOID03.
 AW6797
 AW6797;                    North         East     Units Scale Factor Converg.
 AW6797;SPC TXSC     - 4,143,196.330   969,984.763   MT  0.99987377   +1 51 43.5
 AW6797;SPC TXSC     -13,593,136.63  3,182,358.34   sFT  0.99987377   +1 51 43.5
 AW6797;UTM  15      - 3,217,865.717   285,921.711   MT  1.00016557   -1 04 08.3
 AW6797
 AW6797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6797!SPC TXSC     -   1.00000401  x   0.99987377  =   0.99987778
 AW6797!UTM  15      -   1.00000401  x   1.00016557  =   1.00016958
 AW6797
 AW6797:                Primary Azimuth Mark                     Grid Az
 AW6797:SPC TXSC     -  TITLUM IS MOODY HUNT LODGE CHY           083 46 18.1
 AW6797:UTM  15      -  TITLUM IS MOODY HUNT LODGE CHY           086 42 09.9
 AW6797
 AW6797|---------------------------------------------------------------------|
 AW6797| PID    Reference Object                     Distance      Geod. Az  |
 AW6797|                                                           dddmmss.s |
 AW6797| AW6793 TITLUM IS MOODY HUNT LODGE CHY      APPROX. 5.1 KM 0853801.6 |
 AW6797| CV6724 RIDGE RM 1                           20.850 METERS 25941     |
 AW6797| CV6725 RIDGE RM 2                           24.100 METERS 31657     |
 AW6797|---------------------------------------------------------------------|
 AW6797
 AW6797                          SUPERSEDED SURVEY CONTROL
 AW6797
 AW6797  NAD 83(1986)-  29 04 16.16154(N)    095 11 56.92632(W) AD(       ) 2
 AW6797  NAD 27      -  29 04 15.28600(N)    095 11 56.17100(W) AD(       ) 2
 AW6797
 AW6797.Superseded values are not recommended for survey control.
 AW6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6797.See file dsdata.txt to determine how the superseded data were derived.
 AW6797
 AW6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8592217866(NAD 83)
 AW6797_MARKER: DS = TRIANGULATION STATION DISK
 AW6797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6797
 AW6797  HISTORY     - Date     Condition        Report By
 AW6797  HISTORY     - 1933     MONUMENTED       CGS
 AW6797  HISTORY     - 1947     GOOD             CGS
 AW6797  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW6797  HISTORY     - 1969     GOOD             CGS
 AW6797
 AW6797                          STATION DESCRIPTION
 AW6797
 AW6797'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6797'ON THE OPEN PRAIRIE, ABOUT 1-3/4 MILES WSW FROM CHRISTMAS
 AW6797'POINT, 430 METERS NW FROM THE N SHORE OF OYSTER BAY, 1,380
 AW6797'METERS SW FROM THE W SHORE OF BASTROP BAY, 645 METERS AND
 AW6797'N 01 DEG 30 MIN E FROM THE NW CORNER OF A SALT CEDAR WINDBREAK.
 AW6797'
 AW6797'THE FOLLOWING BEARINGS ARE GIVEN--CONCRETE STACK
 AW6797'AT SULPHUR MILL, HASKINS MOUND, N 30 DEG W. BEACON NO. 3,
 AW6797'OYSTER BAY, S 30 DEG E.
 AW6797'
 AW6797'HEIGHT OF LIGHT - 3.8 METERS.
 AW6797
 AW6797                          STATION RECOVERY (1947)
 AW6797
 AW6797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6797'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6797'DESCRIPTION ADEQUATE AND COMPLETE.
 AW6797
 AW6797                          STATION RECOVERY (1960)
 AW6797
 AW6797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6797'LOST.  THE AREA WAS SEARCHED BUT THE MARKS COULD NOT BE FOUND.
 AW6797'THE SITE IS COVERED WITH VERY THICK GRASS.  IT IS BELIEVED
 AW6797'THE MARK COULD BE FOUND BY MORE EXTENSIVE METHODS.
 AW6797
 AW6797                          STATION RECOVERY (1969)
 AW6797
 AW6797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DMF)
 AW6797'RECOVERED.  THE STATION AND R.M. NO. 1 WERE RECOVERED.  A
 AW6797'METAL FENCE POST 4 FT IN HEIGTH IS BESIDE THE MONUMENT.  AT
 AW6797'THE TIME OF RECOVERY, A 14 FT 2 IN X 2 IN WAS PLACED OVER THE
 AW6797'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1049 ***********************************************************************
 CD1049  DESIGNATION -  RIDGE
 CD1049  PID         -  CD1049
 CD1049  STATE/COUNTY-  TX/HUDSPETH
 CD1049  USGS QUAD   -  PIERCE RANCH (1979)
 CD1049
 CD1049                         *CURRENT SURVEY CONTROL
 CD1049  ___________________________________________________________________
 CD1049* NAD 83(1993)-  31 18 43.08161(N)    105 22 27.55363(W)     ADJUSTED  
 CD1049* NAVD 88     -      1493.     (meters)    4898.     (feet)  SCALED    
 CD1049  ___________________________________________________________________
 CD1049  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 CD1049  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD1049
 CD1049  HORZ ORDER  -  THIRD
 CD1049
 CD1049.The horizontal coordinates were established by classical geodetic methods
 CD1049.and adjusted by the National Geodetic Survey in February 1996..
 CD1049
 CD1049.The orthometric height was scaled from a topographic map.
 CD1049
 CD1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1049
 CD1049.The geoid height was determined by GEOID03.
 CD1049
 CD1049;                    North         East     Units Scale Factor Converg.
 CD1049;SPC TX C     - 3,193,260.805   220,352.604   MT  0.99989638   -2 35 47.1
 CD1049;SPC TX C     -10,476,556.49    722,940.17   sFT  0.99989638   -2 35 47.1
 CD1049;UTM  13      - 3,464,237.030   464,381.847   MT  0.99961565   -0 11 40.3
 CD1049
 CD1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1049!SPC TX C     -   0.99976927  x   0.99989638  =   0.99966567
 CD1049!UTM  13      -   0.99976927  x   0.99961565  =   0.99938501
 CD1049
 CD1049:                Primary Azimuth Mark                     Grid Az
 CD1049:SPC TX C     -  U 704                                    149 41 36.4
 CD1049:UTM  13      -  U 704                                    147 17 29.6
 CD1049
 CD1049|---------------------------------------------------------------------|
 CD1049| PID    Reference Object                     Distance      Geod. Az  |
 CD1049|                                                           dddmmss.s |
 CD1049| CD0495 U 704                               APPROX. 7.0 KM 1470549.3 |
 CD1049|---------------------------------------------------------------------|
 CD1049
 CD1049                          SUPERSEDED SURVEY CONTROL
 CD1049
 CD1049  NAD 83(1986)-  31 18 43.08718(N)    105 22 27.54827(W) AD(       ) 3
 CD1049  NAD 27      -  31 18 42.63888(N)    105 22 25.70885(W) AD(       ) 3
 CD1049
 CD1049.Superseded values are not recommended for survey control.
 CD1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1049.See file dsdata.txt to determine how the superseded data were derived.
 CD1049
 CD1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6438264237(NAD 83)
 CD1049_MARKER: DD = SURVEY DISK
 CD1049_SETTING: 66 = SET IN ROCK OUTCROP
 CD1049_SP_SET: SET IN ROCK OUTCROP
 CD1049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD1049+STABILITY: POSITION/ELEVATION WELL
 CD1049
 CD1049  HISTORY     - Date     Condition        Report By
 CD1049  HISTORY     - 1945     MONUMENTED       USGS
 CD1049
 CD1049                          STATION DESCRIPTION
 CD1049
 CD1049'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1049'STATION LOCATED 9.5 MI. N AND 1.75 MI. W OF SIERRA BLANCA.  IT IS 3
 CD1049'MI. W OF ROAD TO CARLSBAD HIGHWAY, 3 MI. N OF TRIPLE HILL, ON HIGHEST
 CD1049'POINT OF BROAD RIDGE COVERED WITH GREASEWOOD, 200 FT. N. OF RIM.
 CD1049'
 CD1049'STATION MARK--STANDARD TABLET SET IN ROCK AND STAMPED -RIDGE 1945-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1012 ***********************************************************************
 DO1012  DESIGNATION -  RIDGE
 DO1012  PID         -  DO1012
 DO1012  STATE/COUNTY-  TX/THROCKMORTON
 DO1012  USGS QUAD   -  MURRAY (1981)
 DO1012
 DO1012                         *CURRENT SURVEY CONTROL
 DO1012  ___________________________________________________________________
 DO1012* NAD 83(1993)-  33 04 19.21728(N)    098 58 38.30863(W)     ADJUSTED  
 DO1012* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 DO1012  ___________________________________________________________________
 DO1012  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DO1012  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DO1012
 DO1012  HORZ ORDER  -  THIRD
 DO1012
 DO1012.The horizontal coordinates were established by classical geodetic methods
 DO1012.and adjusted by the National Geodetic Survey in February 1996..
 DO1012
 DO1012.The orthometric height was scaled from a topographic map.
 DO1012
 DO1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1012
 DO1012.The geoid height was determined by GEOID03.
 DO1012
 DO1012;                    North         East     Units Scale Factor Converg.
 DO1012;SPC TXNC     - 2,155,938.820   555,436.133   MT  0.99987269   -0 15 37.2
 DO1012;SPC TXNC     - 7,073,275.95  1,822,293.38   sFT  0.99987269   -0 15 37.2
 DO1012;UTM  14      - 3,659,269.678   502,118.073   MT  0.99960006   +0 00 44.6
 DO1012
 DO1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1012!SPC TXNC     -   0.99993752  x   0.99987269  =   0.99981022
 DO1012!UTM  14      -   0.99993752  x   0.99960006  =   0.99953761
 DO1012
 DO1012                          SUPERSEDED SURVEY CONTROL
 DO1012
 DO1012  NAD 83(1993)-  33 04 19.22011(N)    098 58 38.30557(W) AD(       ) 3
 DO1012  NAD 83(1986)-  33 04 19.22341(N)    098 58 38.29783(W) AD(       ) 3
 DO1012
 DO1012.Superseded values are not recommended for survey control.
 DO1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1012.See file dsdata.txt to determine how the superseded data were derived.
 DO1012
 DO1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB0211859270(NAD 83)
 DO1012_MARKER: DD = SURVEY DISK
 DO1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1012+STABILITY: SURFACE MOTION
 DO1012
 DO1012  HISTORY     - Date     Condition        Report By
 DO1012  HISTORY     - 1965     MONUMENTED       USGS
 DO1012
 DO1012                          STATION DESCRIPTION
 DO1012
 DO1012'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO1012'FROM STOP LIGHT 12 THROCKMORTON, TEXAS, GO S. ON U.S. HIGHWAY 183-283
 DO1012'FOR 4.0 MI. TO JUNCTION WITH FARM ROAD 923, FOLLOW FARM ROAD 923 E.
 DO1012'AND S. FOR 3.6 MI. TO CEMETERY AND GRAVEL RD. E., GO E. ON GRAVEL RD.
 DO1012'FOR 5.05 MI., THENCE S. FOR 0.75 MI., THENCE E. FOR 2.9 MI., THENCE
 DO1012'S. 0.3 MI., THENCE E. FOR 0.4 MI., THENCE S. FOR 0.6 MI., THENCE E.
 DO1012'FOR 1.5 MI. TO STATION ON N. SIDE OF RD.  STATION IS ABOUT 6 FT. N.
 DO1012'OF FENCE.
 DO1012'
 DO1012'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST, PROJECTING
 DO1012'0.3 FT. ABOVE GROUND, STAMPED---RIDGE ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6059 ***********************************************************************
 DH6059  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6059  DESIGNATION -  RIDGE HARBOR COOP CORS ARP
 DH6059  CORS_ID     -  LCRH
 DH6059  PID         -  DH6059
 DH6059  STATE/COUNTY-  TX/BURNET
 DH6059  USGS QUAD   -  PACE BEND (1986)
 DH6059
 DH6059                         *CURRENT SURVEY CONTROL
 DH6059  ___________________________________________________________________
 DH6059* NAD 83(CORS)-  30 28 43.52037(N)    098 06 45.94917(W)     ADJUSTED  
 DH6059* NAVD 88     -                                                        
 DH6059  ___________________________________________________________________
 DH6059  EPOCH DATE  -        2002.00
 DH6059  X           -    -776,413.203 (meters)                     COMP
 DH6059  Y           -  -5,446,665.167 (meters)                     COMP
 DH6059  Z           -   3,216,340.845 (meters)                     COMP
 DH6059  ELLIP HEIGHT-         228.30  (meters)          (09/??/05) GPS OBS
 DH6059  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DH6059
 DH6059  HORZ ORDER  -  SPECIAL (CORS)
 DH6059  ELLP ORDER  -  SPECIAL (CORS)
 DH6059
 DH6059.ITRF positions are available for this station.
 DH6059.The coordinates were established by GPS observations
 DH6059.and adjusted by the National Geodetic Survey in September 2005..
 DH6059.The coordinates are valid at the epoch date displayed above.
 DH6059.The epoch date for horizontal control is a decimal equivalence
 DH6059.of Year/Month/Day.
 DH6059
 DH6059
 DH6059.The PID for the CORS L1 Phase Center is DH6060.
 DH6059
 DH6059.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6059
 DH6059.The ellipsoidal height was determined by GPS observations
 DH6059.and is referenced to NAD 83.
 DH6059
 DH6059.The geoid height was determined by GEOID03.
 DH6059
 DH6059;                    North         East     Units Scale Factor Converg.
 DH6059;SPC TX C     - 3,092,152.751   913,188.055   MT  0.99992306   +1 08 37.4
 DH6059;SPC TX C     -10,144,837.82  2,996,017.81   sFT  0.99992306   +1 08 37.4
 DH6059
 DH6059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6059!SPC TX C     -   0.99996415  x   0.99992306  =   0.99988721
 DH6059
 DH6059                          SUPERSEDED SURVEY CONTROL
 DH6059
 DH6059.No superseded survey control is available for this station.
 DH6059
 DH6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8516072172(NAD 83)
 DH6059_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH6059
 DH6059                          STATION DESCRIPTION
 DH6059
 DH6059'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH6059'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6059'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6059'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6059'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6059'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6060 ***********************************************************************
 DH6060  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6060  DESIGNATION -  RIDGE HARBOR COOP CORS L1 PHASE CENTER
 DH6060  CORS_ID     -  LCRH
 DH6060  PID         -  DH6060
 DH6060  STATE/COUNTY-  TX/BURNET
 DH6060  USGS QUAD   -  PACE BEND (1986)
 DH6060
 DH6060                         *CURRENT SURVEY CONTROL
 DH6060  ___________________________________________________________________
 DH6060* NAD 83(CORS)-  30 28 43.52045(N)    098 06 45.94912(W)     ADJUSTED  
 DH6060* NAVD 88     -                                                        
 DH6060  ___________________________________________________________________
 DH6060  EPOCH DATE  -        2002.00
 DH6060  X           -    -776,413.215 (meters)                     COMP
 DH6060  Y           -  -5,446,665.260 (meters)                     COMP
 DH6060  Z           -   3,216,340.903 (meters)                     COMP
 DH6060  ELLIP HEIGHT-         228.41  (meters)          (09/??/05) GPS OBS
 DH6060  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 DH6060
 DH6060  HORZ ORDER  -  SPECIAL (CORS)
 DH6060  ELLP ORDER  -  SPECIAL (CORS)
 DH6060
 DH6060.ITRF positions are available for this station.
 DH6060.The coordinates were established by GPS observations
 DH6060.and adjusted by the National Geodetic Survey in September 2005..
 DH6060.The coordinates are valid at the epoch date displayed above.
 DH6060.The epoch date for horizontal control is a decimal equivalence
 DH6060.of Year/Month/Day.
 DH6060
 DH6060
 DH6060.The PID for the CORS ARP is DH6059.
 DH6060
 DH6060.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6060
 DH6060.The ellipsoidal height was determined by GPS observations
 DH6060.and is referenced to NAD 83.
 DH6060
 DH6060.The geoid height was determined by GEOID03.
 DH6060
 DH6060;                    North         East     Units Scale Factor Converg.
 DH6060;SPC TX C     - 3,092,152.754   913,188.057   MT  0.99992306   +1 08 37.4
 DH6060;SPC TX C     -10,144,837.83  2,996,017.82   sFT  0.99992306   +1 08 37.4
 DH6060
 DH6060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6060!SPC TX C     -   0.99996413  x   0.99992306  =   0.99988719
 DH6060
 DH6060                          SUPERSEDED SURVEY CONTROL
 DH6060
 DH6060.No superseded survey control is available for this station.
 DH6060
 DH6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8516072172(NAD 83)
 DH6060_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH6060
 DH6060                          STATION DESCRIPTION
 DH6060
 DH6060'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH6060'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6060'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6060'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6060'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6060'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0905 ***********************************************************************
 BP0905  DESIGNATION -  RIDGE SPRINGS
 BP0905  PID         -  BP0905
 BP0905  STATE/COUNTY-  TX/BREWSTER
 BP0905  USGS QUAD   -  SIMPSON SPRINGS MOUNTAIN (1983)
 BP0905
 BP0905                         *CURRENT SURVEY CONTROL
 BP0905  ___________________________________________________________________
 BP0905* NAD 83(1993)-  30 02 57.46358(N)    103 15 55.46722(W)     ADJUSTED  
 BP0905* NAVD 88     -      1227.     (meters)    4026.     (feet)  SCALED    
 BP0905  ___________________________________________________________________
 BP0905  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BP0905  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BP0905
 BP0905  HORZ ORDER  -  SECOND
 BP0905
 BP0905.The horizontal coordinates were established by classical geodetic methods
 BP0905.and adjusted by the National Geodetic Survey in February 1996..
 BP0905
 BP0905.The orthometric height was scaled from a topographic map.
 BP0905
 BP0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0905
 BP0905.The geoid height was determined by GEOID03.
 BP0905
 BP0905;                    North         East     Units Scale Factor Converg.
 BP0905;SPC TXSC     - 4,253,093.258   188,765.794   MT  0.99994077   -2 05 22.8
 BP0905;SPC TXSC     -13,953,690.13    619,309.11   sFT  0.99994077   -2 05 22.8
 BP0905;UTM  13      - 3,325,515.513   667,227.510   MT  0.99994503   +0 52 07.6
 BP0905
 BP0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0905!SPC TXSC     -   0.99981066  x   0.99994077  =   0.99975144
 BP0905!UTM  13      -   0.99981066  x   0.99994503  =   0.99975570
 BP0905
 BP0905:                Primary Azimuth Mark                     Grid Az
 BP0905:SPC TXSC     -  RIDGE SPRINGS AZ MK                      032 33 39.8
 BP0905:UTM  13      -  RIDGE SPRINGS AZ MK                      029 36 09.4
 BP0905
 BP0905|---------------------------------------------------------------------|
 BP0905| PID    Reference Object                     Distance      Geod. Az  |
 BP0905|                                                           dddmmss.s |
 BP0905| CI0315 RIDGE SPRINGS AZ MK                                0302817.0 |
 BP0905| CI0316 RIDGE SPRINGS RM 1                    4.436 METERS 09859     |
 BP0905| CI0317 RIDGE SPRINGS RM 2                    4.361 METERS 21942     |
 BP0905|---------------------------------------------------------------------|
 BP0905
 BP0905                          SUPERSEDED SURVEY CONTROL
 BP0905
 BP0905  NAD 83(1986)-  30 02 57.44957(N)    103 15 55.47097(W) AD(       ) 2
 BP0905  NAD 27      -  30 02 56.81400(N)    103 15 53.82400(W) AD(       ) 2
 BP0905
 BP0905.Superseded values are not recommended for survey control.
 BP0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0905.See file dsdata.txt to determine how the superseded data were derived.
 BP0905
 BP0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP6722825516(NAD 83)
 BP0905_MARKER: DS = TRIANGULATION STATION DISK
 BP0905_SETTING: 66 = SET IN ROCK OUTCROP
 BP0905
 BP0905  HISTORY     - Date     Condition        Report By
 BP0905  HISTORY     - 1943     MONUMENTED       CGS
 BP0905  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0905
 BP0905                          STATION DESCRIPTION
 BP0905
 BP0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0905'STATION IS ON THE SUMMIT OF A YELLOW ROCK CAPPED RIDGE, ABOUT
 BP0905'11 MILES S OF MARATHON, 1 MILE N OF GARDEN SPRINGS, 1/3 MILE
 BP0905'SW OF RIDGE SPRINGS AND 1/4 MILE W OF STATE HIGHWAY 227.
 BP0905'
 BP0905'THE STATION IS MARKED BY A BRONZE DISK SET IN A DRILL HOLE IN
 BP0905'OUTCROPPING BEDROCK.  STAMPED RIDGE SPRINGS 1943.
 BP0905'
 BP0905'REFERENCE MARK NO. 1, SE OF THE STATION, IS A BRONZE DISK SET
 BP0905'IN A DRILL HOLE IN A BEDROCK OUTCROP.  STAMPED RIDGE SPRINGS NO.
 BP0905'1 1943.
 BP0905'
 BP0905'REFERENCE MARK NO. 2, SW OF THE STATION, IS A BRONZE DISK SET
 BP0905'IN A DRILL HOLE IN A BEDROCK OUTCROP.  STAMPED RIDGE SPRINGS
 BP0905'NO. 2 1943.
 BP0905'
 BP0905'THE AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 BP0905'OUTCROPPING BEDROCK ABOUT 1/2 MILE NE OF THE STATION AND 150
 BP0905'FEET NE OF A CONCRETE WATER TROUGH AND 150 FEET E OF STATE
 BP0905'HIGHWAY 227.  STAMPED RIDGE SPRINGS 1943.
 BP0905'
 BP0905'A ROCK CAIRN WAS BUILT 10 FEET W OF THE STATION.
 BP0905'
 BP0905'TO REACH FROM MARATHON GO S ON STATE HIGHWAY 227 FOR 11.2 MILES
 BP0905'TO THE TOP OF THE DIVIDE JUST N OF RIDGE SPRINGS AND NUMEROUS
 BP0905'CONCRETE WATER TROUGHS CONTINUE S, DOWNGRADE 0.3 MILE TO A RIGHT
 BP0905'TURN AND THE END OF TRUCK TRAVEL.  THEN PACK W KEEPING TO THE
 BP0905'S OF A YELLOW ROCK OUTCROP ABOUT 1/3 MILE TO THE SUMMIT AND THE
 BP0905'STATION.
 BP0905'
 BP0905'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BP0905
 BP0905                          STATION RECOVERY (2001)
 BP0905
 BP0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0905'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7067 ***********************************************************************
 AW7067  DESIGNATION -  RIEDEL RESET
 AW7067  PID         -  AW7067
 AW7067  STATE/COUNTY-  TX/JEFFERSON
 AW7067  USGS QUAD   -  ALLIGATOR HOLE MARSH (1993)
 AW7067
 AW7067                         *CURRENT SURVEY CONTROL
 AW7067  ___________________________________________________________________
 AW7067* NAD 83(1993)-  29 45 22.60805(N)    094 14 47.40654(W)     ADJUSTED  
 AW7067* NAVD 88     -        11.1    (meters)      36.     (feet)  VERTCON   
 AW7067  ___________________________________________________________________
 AW7067  X           -    -410,349.676 (meters)                     COMP
 AW7067  Y           -  -5,526,487.413 (meters)                     COMP
 AW7067  Z           -   3,146,940.098 (meters)                     COMP
 AW7067  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW7067  ELLIP HEIGHT-         -16.20  (meters)          (06/17/02) GPS OBS
 AW7067  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW7067
 AW7067  HORZ ORDER  -  FIRST
 AW7067  ELLP ORDER  -  FIFTH     CLASS I
 AW7067
 AW7067.The horizontal coordinates were established by GPS observations
 AW7067.and adjusted by the National Geodetic Survey in February 1996..
 AW7067
 AW7067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7067
 AW7067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7067
 AW7067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7067
 AW7067.The ellipsoidal height was determined by GPS observations
 AW7067.and is referenced to NAD 83.
 AW7067
 AW7067.The geoid height was determined by GEOID03.
 AW7067
 AW7067;                    North         East     Units Scale Factor Converg.
 AW7067;SPC TXSC     - 4,222,456.320 1,059,586.873   MT  0.99989019   +2 19 43.7
 AW7067;SPC TXSC     -13,853,175.44  3,476,327.93   sFT  0.99989019   +2 19 43.7
 AW7067;UTM  15      - 3,292,430.426   379,480.247   MT  0.99977921   -0 37 07.4
 AW7067
 AW7067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7067!SPC TXSC     -   1.00000254  x   0.99989019  =   0.99989273
 AW7067!UTM  15      -   1.00000254  x   0.99977921  =   0.99978175
 AW7067
 AW7067|---------------------------------------------------------------------|
 AW7067| PID    Reference Object                     Distance      Geod. Az  |
 AW7067|                                                           dddmmss.s |
 AW7067| CV9336 RIEDEL RM 1                          94.625 METERS 00838     |
 AW7067| AW5729 RIEDEL RM 3                          43.828 METERS 20427     |
 AW7067| CV9338 RIEDEL RM 4                          50.008 METERS 21545     |
 AW7067| CV9337 RIEDEL RM 2 AZIMUTH                                2842848.1 |
 AW7067|---------------------------------------------------------------------|
 AW7067
 AW7067                          SUPERSEDED SURVEY CONTROL
 AW7067
 AW7067  ELLIP H (02/16/96)  -16.13   (m)                       GP(       ) 5 1
 AW7067  NAD 83(1993)-  29 45 22.60745(N)    094 14 47.40657(W) AD(       ) 1
 AW7067  ELLIP H (01/21/93)  -16.12   (m)                       GP(       ) 4 2
 AW7067  NAD 83(1986)-  29 45 22.62585(N)    094 14 47.38296(W) AD(       ) 1
 AW7067  NGVD 29 (12/24/91)   11.1    (m)           36.     (f) GPS OBS        
 AW7067
 AW7067.Superseded values are not recommended for survey control.
 AW7067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7067.See file dsdata.txt to determine how the superseded data were derived.
 AW7067
 AW7067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN7948092430(NAD 83)
 AW7067_MARKER: DS = TRIANGULATION STATION DISK
 AW7067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7067_SP_SET: CONCRETE POST
 AW7067_STAMPING: RIEDEL 1931 RESET 1990
 AW7067_MARK LOGO: NGS   
 AW7067_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7067+STABILITY: SURFACE MOTION
 AW7067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7067+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AW7067
 AW7067  HISTORY     - Date     Condition        Report By
 AW7067  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7067  HISTORY     - 20021025 GOOD             USPSQD
 AW7067
 AW7067                          STATION DESCRIPTION
 AW7067
 AW7067'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7067'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF HAMPSHIRE, 10
 AW7067'MILES EAST OF WINNIE, ON THE HIGHEST POINT OF BIG HILL, ON
 AW7067'PROPERTY OWNED BY UNOCAL.
 AW7067'CONTACT UNOCAL IN BEAUMONT FOR KEY TO SITE GATE.
 AW7067'TO REACH THE STATION FROM THE PORT ARTHUR CITY LIMITS IN THE
 AW7067'CENTER OF THE TAYLORS BAYOU BRIDGE ON STATE HIGHWAY 73, GO WEST
 AW7067'FOR 7.5 MILES TO A CROSSROAD AND A MICROWAVE TOWER ON THE
 AW7067'LEFT.  CONTINUE WEST FOR 4.7 MILES TO A CROSSROAD AND TWO
 AW7067'SMALL SIGNS ON THE LEFT (PURE OIL CO., BIG HILL), TURN LEFT
 AW7067'AND GO SOUTHERLY ON BIG HILL ROAD FOR 4.3 MILES TO A FORK.
 AW7067'BEAR RIGHT ACROSS CATTLE GUARD AND CONTINUE FOR 1.3 MILES
 AW7067'TO A SIDE ROAD RIGHT AND SIGN (PURE OIL CO., BIG HILL).  TURN
 AW7067'RIGHT AND GO WEST FOR 0.4 MILE TO THE COMPANY OFFICE ON THE
 AW7067'LEFT, PASS OFFICE AND BEAR LEFT ACROSS A PIPE LINE FOR ABOUT
 AW7067'0.05 MILE TO THE STATION AS DESCRIBED.  TO REACH REFERENCE
 AW7067'MARK 2 (AZIMUTH) FROM THE PURE OIL CO. OFFICE, GO WEST ON
 AW7067'TRACK ROAD FOR 0.25 MILE TO THE MARK ON RIGHT AT THE
 AW7067'FENCE CORNER.
 AW7067
 AW7067                          STATION RECOVERY (2002)
 AW7067
 AW7067'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW7067'RIEDEL RESET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5729 ***********************************************************************
 AW5729  DESIGNATION -  RIEDEL RM 3
 AW5729  PID         -  AW5729
 AW5729  STATE/COUNTY-  TX/JEFFERSON
 AW5729  USGS QUAD   -  ALLIGATOR HOLE MARSH (1993)
 AW5729
 AW5729                         *CURRENT SURVEY CONTROL
 AW5729  ___________________________________________________________________
 AW5729* NAD 83(1993)-  29 45 21.31238(N)    094 14 48.08193(W)     ADJUSTED  
 AW5729* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AW5729  ___________________________________________________________________
 AW5729  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW5729  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW5729
 AW5729  HORZ ORDER  -  SECOND
 AW5729
 AW5729.The horizontal coordinates were established by classical geodetic methods
 AW5729.and adjusted by the National Geodetic Survey in February 1996..
 AW5729
 AW5729.The orthometric height was scaled from a topographic map.
 AW5729
 AW5729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5729
 AW5729.The geoid height was determined by GEOID03.
 AW5729
 AW5729;                    North         East     Units Scale Factor Converg.
 AW5729;SPC TXSC     - 4,222,415.725 1,059,570.365   MT  0.99989015   +2 19 43.3
 AW5729;SPC TXSC     -13,853,042.26  3,476,273.77   sFT  0.99989015   +2 19 43.3
 AW5729;UTM  15      - 3,292,390.738   379,461.675   MT  0.99977927   -0 37 07.7
 AW5729
 AW5729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5729!SPC TXSC     -   1.00000254  x   0.99989015  =   0.99989269
 AW5729!UTM  15      -   1.00000254  x   0.99977927  =   0.99978181
 AW5729
 AW5729|---------------------------------------------------------------------|
 AW5729| PID    Reference Object                     Distance      Geod. Az  |
 AW5729|                                                           dddmmss.s |
 AW5729| AW7067 RIEDEL RESET                         43.828 METERS 02427     |
 AW5729| CV9337 RIEDEL RM 2 AZIMUTH                                2911704.8 |
 AW5729|---------------------------------------------------------------------|
 AW5729
 AW5729                          SUPERSEDED SURVEY CONTROL
 AW5729
 AW5729  NAD 83(1993)-  29 45 21.31189(N)    094 14 48.08189(W) AD(       ) 2
 AW5729  NAD 83(1986)-  29 45 21.33045(N)    094 14 48.05818(W) AD(       ) 2
 AW5729  NAD 27      -  29 45 20.53120(N)    094 14 47.38890(W) AD(       ) 2
 AW5729
 AW5729.Superseded values are not recommended for survey control.
 AW5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5729.See file dsdata.txt to determine how the superseded data were derived.
 AW5729
 AW5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN7946292391(NAD 83)
 AW5729_MARKER: DR = REFERENCE MARK DISK
 AW5729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5729
 AW5729  HISTORY     - Date     Condition        Report By
 AW5729  HISTORY     - 1963     MONUMENTED       CGS
 AW5729  HISTORY     - 19990805 GOOD             USPSQD
 AW5729  HISTORY     - 20010331 GOOD             NGS
 AW5729  HISTORY     - 20010331 GOOD             NGS
 AW5729
 AW5729                          STATION DESCRIPTION
 AW5729
 AW5729'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5729'THE STATION IS LOCATED 7 MILES SOUTHEAST, 10 MILES EAST
 AW5729'OF HAMPSHIRE ON HIGHEST POINT OF HILL KNOWN AS BIG HILL,
 AW5729'ON THE PROPERTY OF THE PURE OIL CO.
 AW5729'
 AW5729'TO REACH THE STATION FROM THE PORT ARTHUR CITY LIMITS IN THE
 AW5729'CENTER OF THE TAYLORS BAYOU BRIDGE ON STATE HIGHWAY 73, GO
 AW5729'WEST ON STATE HIGHWAY 73 FOR 7.5 MILES TO A CROSSROAD AND
 AW5729'A MICROWAVE TOWER ON THE LEFT, CONTINUE WEST FOR 4.7 MILES
 AW5729'TO A CROSSROAD AND TWO SMALL SIGNS ON THE LEFT (PURE OIL CO.,
 AW5729'BIG HILL).  TURN LEFT AND GO SOUTHERLY ON BIG HILL ROAD FOR 4.3
 AW5729'MILES TO A FORK, BEAR RIGHT ACROSS A CATTLE GUARD AND CONTINUE
 AW5729'FOR 1.3 MILES TO A SIDE ROAD RIGHT AND SIGN, PURE OIL CO.,
 AW5729'BIG HILL.  TURN RIGHT AND GO WEST FOR 0.4 MILE TO THE COMPANY
 AW5729'OFFICE ON THE LEFT, GO PAST THE OFFICE AND BEAR LEFT ACROSS
 AW5729'A PIPE LINE FOR ABOUT 0.05 MILE TO THE STATION AS
 AW5729'DESCRIBED.  TO REACH REFERENCE MARK 2 FROM THE PURE OIL CO.
 AW5729'OFFICE, GO WEST ON A TRACK ROAD FOR 0.25 MILE TO THE
 AW5729'MARK ON RIGHT AT A FENCE CORNER.
 AW5729'
 AW5729'STATION MARK IS A STANDARD DISK SET IN A 12X12 INCH SQUARE
 AW5729'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND STAMPED RIEDEL
 AW5729'NO 3 1931.  IT HAS AN UNDERGROUND MARK AND WILL BE USED AS
 AW5729'A NEW STATION.  THE MARK IS 3.6 FEET NORTH OF THE WITNESS
 AW5729'POST.  3.2 FEET NORTH OF A EAST-WEST FENCE LINE.  117 FEET
 AW5729'WEST OF A POWERLINE POLE WITH TRANSFORMER.
 AW5729'
 AW5729'REFERENCE MARK 2 (AZIMUTH) IS A STANDARD DISK SET IN A 12X12
 AW5729'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND
 AW5729'STAMPED RIEDEL 1931.  THE MARK IS 1.5 FEET EAST OF THE WITNESS
 AW5729'POST.  1.5 FEET SOUTH OF THE FENCE.  2.7 FEET SOUTHEAST
 AW5729'OF A FENCE CORNER.  51 FEET NORTH OF A PIPE LINE.  19.4 FEET
 AW5729'EAST-NORTHEAST OF A POWERLINE POLE WITH TRANSFORMER.
 AW5729'
 AW5729'REFERENCE MARK 4 IS A STANDARD DISK SET IN A 12X12 INCH SQUARE
 AW5729'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH AND STAMPED
 AW5729'RIEDEL NO 4 1931.  THE MARK IS 1.3 FEET NORTH OF A EAST-WEST
 AW5729'FENCE LINE.  34.3 FEET WEST OF THE WITNESS POST.
 AW5729'
 AW5729'STATION MARK IS A STANDARD DISK SET IN A 12X12 INCH SQUARE
 AW5729'CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES AND STAMPED
 AW5729'RIEDEL 1931.  THE MARK IS 133 FEET NORTH OF THE FENCE LINE.
 AW5729'106 FEET NORTH-NORTHEAST OF A DOUBLE POWERLINE POLE.  73
 AW5729'FEET WEST OF A GRAVEL ROAD LEADING TO THE STATION.
 AW5729'
 AW5729'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW5729
 AW5729                          STATION RECOVERY (1999)
 AW5729
 AW5729'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5729'RECOVERED IN GOOD CONDITION.
 AW5729
 AW5729                          STATION RECOVERY (2001)
 AW5729
 AW5729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5729
 AW5729                          STATION RECOVERY (2001)
 AW5729
 AW5729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1572 ***********************************************************************
 AB1572  DESIGNATION -  RIFLE
 AB1572  PID         -  AB1572
 AB1572  STATE/COUNTY-  TX/WILLACY
 AB1572  USGS QUAD   -  HAWK ISLAND (1970)
 AB1572
 AB1572                         *CURRENT SURVEY CONTROL
 AB1572  ___________________________________________________________________
 AB1572* NAD 83(1993)-  26 29 33.02830(N)    097 24 28.50689(W)     ADJUSTED  
 AB1572* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1572  ___________________________________________________________________
 AB1572  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AB1572  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AB1572
 AB1572  HORZ ORDER  -  THIRD
 AB1572
 AB1572.The horizontal coordinates were established by classical geodetic methods
 AB1572.and adjusted by the National Geodetic Survey in February 1996..
 AB1572
 AB1572.The orthometric height was scaled from a topographic map.
 AB1572
 AB1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1572
 AB1572.The geoid height was determined by GEOID03.
 AB1572
 AB1572;                    North         East     Units Scale Factor Converg.
 AB1572;SPC TX S     - 5,091,968.250   408,868.203   MT  0.99993391   +0 29 44.9
 AB1572;SPC TX S     -16,705,899.17  1,341,428.43   sFT  0.99993391   +0 29 44.9
 AB1572;UTM  14      - 2,931,211.406   658,673.926   MT  0.99991085   +0 42 37.2
 AB1572
 AB1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1572!SPC TX S     -   1.00000326  x   0.99993391  =   0.99993717
 AB1572!UTM  14      -   1.00000326  x   0.99991085  =   0.99991411
 AB1572
 AB1572:                Primary Azimuth Mark                     Grid Az
 AB1572:SPC TX S     -  STORM 1913                               097 23 30.8
 AB1572:UTM  14      -  STORM 1913                               097 10 38.5
 AB1572
 AB1572|---------------------------------------------------------------------|
 AB1572| PID    Reference Object                     Distance      Geod. Az  |
 AB1572|                                                           dddmmss.s |
 AB1572| AB1545 STORM 1913                          APPROX. 5.8 KM 0975315.7 |
 AB1572| CV2900 RIFLE RM                             20.300 METERS 29840     |
 AB1572|---------------------------------------------------------------------|
 AB1572
 AB1572                          SUPERSEDED SURVEY CONTROL
 AB1572
 AB1572  NAD 83(1986)-  26 29 33.04291(N)    097 24 28.47057(W) AD(       ) 3
 AB1572  NAD 27      -  26 29 31.80900(N)    097 24 27.53800(W) AD(       ) 3
 AB1572
 AB1572.Superseded values are not recommended for survey control.
 AB1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1572.See file dsdata.txt to determine how the superseded data were derived.
 AB1572
 AB1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5867431211(NAD 83)
 AB1572_MARKER: DS = TRIANGULATION STATION DISK
 AB1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1572_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1572
 AB1572  HISTORY     - Date     Condition        Report By
 AB1572  HISTORY     - 1879     MONUMENTED       CGS
 AB1572  HISTORY     - 1932     GOOD             CGS
 AB1572  HISTORY     - 1938     MARK NOT FOUND   CGS
 AB1572
 AB1572                          STATION DESCRIPTION
 AB1572
 AB1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (REH)
 AB1572'THE STATION IS LOCATED ON THE EASTERN SIDE OF A LONG NARROW
 AB1572'ISLAND NEAR THE S END OF TOPO BAY.  THE STATION IS ABOUT 6
 AB1572'METERS (20 FEET) FROM THE STEEP EASTERN BANK, ABOUT 40 METERS
 AB1572'(131 FEET) FROM THE HIGH-WATER LINE ON THE W SIDE OF THE
 AB1572'ISLAND, AND ABOUT 10 FEET ABOVE THE WATER.
 AB1572'
 AB1572'THE STATION IS MARKED BY A CEMENT POST WHICH IS 2-1/2 FEET
 AB1572'LONG AND 7-1/2 INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.
 AB1572'A STANDARD DISK STATION MARK IS SET INTO THE CENTER OF THE
 AB1572'TOP OF THE POST.  THE SUB-SURFACE MARK IS A PIECE OF LEAD
 AB1572'OR COPPER SET INTO A PIECE OF CORAL ROCK.  SIX INCHES OF SAND
 AB1572'OR EARTH SEPARATES THE SURFACE AND SUB-SURFACE MARKS.  THE
 AB1572'TOP OF THE SURFACE MARK PROJECTS ABOUT 2 INCHES ABOVE THE
 AB1572'GROUND.  THE REFERENCE MARK IS A CEMENT POST 2-1/2 FEET LONG
 AB1572'AND 7-1/2 INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A
 AB1572'STANDARD DISK REFERENCE MARK IS SET INTO THE TOP OF THE
 AB1572'POST.  THE TABLET HAS AN ARROW WHICH POINTS TOWARD THE
 AB1572'STATION.  THE TOP OF THE CEMENT POST IS ABOUT 6 INCHES ABOVE
 AB1572'THE GROUND, AND IS 20.30 METERS (66.6 FEET) FROM THE STATION
 AB1572'AND BEARS N 69 DEG W (MAGNETIC).  THE REFERENCE MARK IS ON
 AB1572'RANGE WITH THE STATION AND THE CENTER ONE OF THREE
 AB1572'PROMINENT SPANISH DAGGERS.
 AB1572
 AB1572                          STATION RECOVERY (1932)
 AB1572
 AB1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (WCR)
 AB1572'THE ORIGINAL DESCRIPTION FITS EXCEPT THAT THE THREE PROMINENT
 AB1572'SPANISH DAGGERS REFERRED TO ARE GONE.
 AB1572
 AB1572                          STATION RECOVERY (1938)
 AB1572
 AB1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1572'STATION IS DESTROYED.  ABOUT 23-1/2 MILES E OF RAYMONDVILLE,
 AB1572'ABOUT 4-3/4 MILES E OF S FROM THE VILLAGE OF RED FISH BAY,
 AB1572'NEAR THE W SIDE OF LAGUNA MADRE AND ON AN ISLAND IN LAGUNA
 AB1572'MADRE, ABOUT 200 FEET W OF THE E SIDE OF THE ISLAND, ABOUT
 AB1572'300 YARDS S OF A CLOSED PASS BETWEEN TWO ISLANDS, ON TOP OF
 AB1572'A FLAT-TOPPED HILL, ABOUT 35 FEET W OF THE E SIDE OF THE TOP
 AB1572'OF THE HILL, AND ABOUT 75 FEET E OF THE WATER LINE OF A LAGOON
 AB1572'TO THE W.
 AB1572'
 AB1572'REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE MARK IS A
 AB1572'STANDARD UNSTAMPED REFERENCE MARK DISK IN CONCRETE POST 6 INCHES
 AB1572'IN DIAMETER AND INCLOSED IN A METAL PIPE AND PROJECTING ABOUT
 AB1572'6 INCHES.
 AB1572'
 AB1572'THE E SIDE OF THE HILL SLOPES DOWNWARD FROM ABOUT 35 FEET
 AB1572'E OF THE REFERENCE MARK TO THE BEACH WITH A SUDDEN BREAK
 AB1572'DOWNWARD ABOUT WHERE THE STATION SHOULD BE.
 AB1572'
 AB1572'THE STATION CAN BE REACHED ONLY BY BOAT FROM RED FISH BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0820 ***********************************************************************
 DO0820  DESIGNATION -  RIGGS
 DO0820  PID         -  DO0820
 DO0820  STATE/COUNTY-  TX/ARCHER
 DO0820  USGS QUAD   -  MANKINS (1966)
 DO0820
 DO0820                         *CURRENT SURVEY CONTROL
 DO0820  ___________________________________________________________________
 DO0820* NAD 83(1993)-  33 46 55.28191(N)    098 46 33.05711(W)     ADJUSTED  
 DO0820* NAVD 88     -       346.5    (meters)    1137.     (feet)  VERTCON   
 DO0820  ___________________________________________________________________
 DO0820  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DO0820  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DO0820
 DO0820  HORZ ORDER  -  FIRST
 DO0820
 DO0820.The horizontal coordinates were established by classical geodetic methods
 DO0820.and adjusted by the National Geodetic Survey in February 1996..
 DO0820
 DO0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0820
 DO0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0820
 DO0820.The geoid height was determined by GEOID03.
 DO0820
 DO0820;                    North         East     Units Scale Factor Converg.
 DO0820;SPC TXNC     - 2,234,612.854   574,452.034   MT  0.99995372   -0 09 01.6
 DO0820;SPC TXNC     - 7,331,392.34  1,884,681.38   sFT  0.99995372   -0 09 01.6
 DO0820;UTM  14      - 3,738,010.093   520,752.584   MT  0.99960531   +0 07 28.7
 DO0820
 DO0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0820!SPC TXNC     -   0.99995002  x   0.99995372  =   0.99990374
 DO0820!UTM  14      -   0.99995002  x   0.99960531  =   0.99955534
 DO0820
 DO0820|---------------------------------------------------------------------|
 DO0820| PID    Reference Object                     Distance      Geod. Az  |
 DO0820|                                                           dddmmss.s |
 DO0820| CX8079 RIGGS RM 1                           12.334 METERS 00933     |
 DO0820| DO0791 WICHITA FALLS TV KFDX MAST          APPROX.23.4 KM 0590859.0 |
 DO0820| DO0800 HOLLIDAY LB FINNELL RAD MAST        APPROX. 9.8 KM 0622427.3 |
 DO0820| DO0801 HOLLIDAY MUNICIPAL TANK             APPROX. 8.5 KM 0645607.6 |
 DO0820| CX8080 RIGGS RM 2                           12.170 METERS 27205     |
 DO0820| DO0821 KAMAY HL GAGE CO KKQ370 MAST        APPROX. 9.1 KM 3354255.3 |
 DO0820| DO0816 CONTINENTAL OIL CO STANDPIPE        APPROX.15.0 KM 3373049.1 |
 DO0820|---------------------------------------------------------------------|
 DO0820
 DO0820                          SUPERSEDED SURVEY CONTROL
 DO0820
 DO0820  NAD 83(1993)-  33 46 55.28225(N)    098 46 33.05677(W) AD(       ) 1
 DO0820  NAD 83(1986)-  33 46 55.28632(N)    098 46 33.04550(W) AD(       ) 1
 DO0820  NAD 27      -  33 46 54.93129(N)    098 46 31.82584(W) AD(       ) 1
 DO0820  NGVD 29 (07/19/86)  346.4    (m)         1136.     (f) VERT ANG       
 DO0820
 DO0820.Superseded values are not recommended for survey control.
 DO0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0820.See file dsdata.txt to determine how the superseded data were derived.
 DO0820
 DO0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2075338010(NAD 83)
 DO0820_MARKER: DD = SURVEY DISK
 DO0820_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DO0820_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DO0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0820+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 DO0820
 DO0820  HISTORY     - Date     Condition        Report By
 DO0820  HISTORY     - 1965     MONUMENTED       USGS
 DO0820  HISTORY     - 1964     GOOD             USGS
 DO0820  HISTORY     - 1975     GOOD             NGS
 DO0820  HISTORY     - 20060126 GOOD             INDIV
 DO0820
 DO0820                          STATION DESCRIPTION
 DO0820
 DO0820'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (ANP)
 DO0820'THE STATION IS LOCATED 7-1/2 MILES EAST-NORTHEAST OF DUNDEE,
 DO0820'6-3/4 MILES SOUTHEAST OF KAMAY, 5-1/2 MILES WEST-SOUTHWEST OF
 DO0820'HOLLIDAY AND 1 MILE EAST-SOUTHEAST OF MANKINS ON PROPERTY OWNED
 DO0820'BY CECIL MANKINS.
 DO0820'
 DO0820'TO REACH THE STATION FROM THE POST OFFICE IN HOLLIDAY, GO
 DO0820'WEST-SOUTHWEST ON U.S. HIGHWAY 82-277 FOR 5.9 MILES TO A SIDE
 DO0820'ROAD ON THE LEFT AND A GREEN HOUSE ON THE RIGHT.  TURN LEFT
 DO0820'CROSSING RAILROAD TRACKS AND A CATTLE GUARD AND GO 100 FEET TO
 DO0820'A FORK.  TAKE THE LEFT FORK AND GO 0.2 MILE TO A POND ON THE
 DO0820'RIGHT, CONTINUE EAST FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK
 DO0820'AND GO SOUTHERLY FOR 0.45 MILE TO A BLADED ROAD ON THE RIGHT,
 DO0820'CONTINUE AHEAD FOR 0.1 MILE TO TRACKS ON THE RIGHT, TURN
 DO0820'RIGHT AND GO SOUTHWESTERLY FOR 0.05 MILE TO THE HIGHEST
 DO0820'GROUND AND THE STATION.
 DO0820'
 DO0820'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 DO0820'UNSTAMPED, RIVETED TO THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS
 DO0820'12 INCHES ABOVE THE GROUND.  IT IS ON THE HIGHEST GROUND IN
 DO0820'THE VICINITY.
 DO0820'
 DO0820'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RIGGS USGS NO 1
 DO0820'1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0820'DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS AT
 DO0820'APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 DO0820'
 DO0820'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RIGGS USGS NO 2
 DO0820'1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0820'DIAMETER, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS AT
 DO0820'APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 DO0820'
 DO0820'NO AZIMUTH MARK WAS ESTABLISHED DUE TO HEAVY BRUSH.
 DO0820
 DO0820                          STATION RECOVERY (1964)
 DO0820
 DO0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DO0820'ESTABLISHED BY USGS IN 1914.
 DO0820'
 DO0820'RECOVERED BY USGS IN 1964 AND DESCRIBED AS FOLLOWS
 DO0820'
 DO0820'TO REACH FROM MANKINS, TEXAS, GO E. FROM JUNCTION OF STATE HIGHWAY 25
 DO0820'AND U.S. HIGHWAY 277 ALONG U.S. 277 FOR 0.5 MI. TO FIELD RD. S., TURN
 DO0820'RIGHT (S.), CROSS RAILROAD TRACKS AND CATTLEGUARD, AND FOLLOW MAIN RD.
 DO0820'(LEFT FORK) NE. ALONG S. SIDE OF FENCE FOR 0.4 MI. TO Y-JUNCTION,
 DO0820'FOLLOW RIGHT FORK (SE.) PAST OIL WELL AND FOLLOW MAIN RD. FOR 0.6 MI.
 DO0820'TO HIGH POINT OF BROAD CLEARED RIDGE, TURN RIGHT (S.), CROSS COUNTRY,
 DO0820'FOR 0.05 MI. TO STATION.
 DO0820'
 DO0820'RECOVERED BY NGS IN 1965.
 DO0820'
 DO0820'STATION MARK--STANDARD USGS BRASS TABLET, NOT STAMPED, ON 4 IN. IRON
 DO0820'PIPE, PROJECTING 0.9 FT.
 DO0820
 DO0820                          STATION RECOVERY (1975)
 DO0820
 DO0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0820'THE STATION MARK, REFERENCE MARKS 1, AND 2 WERE RECOVERED AND
 DO0820'FOUND IN GOOD CONDITION AS DESCRIBED IN 1965.  THE DISTANCE TO THE
 DO0820'REFERENCE MARKS CHECKED THE 1965 OBSERVATIONS ADEQUATE.  A
 DO0820'DIFFERENCE IN DIRECTION TO REFERENCE MARK 1 OF 1 MINUTE 49 SECONDS
 DO0820'LARGER WAS NOTED AT THIS TIME.  NO EVIDENCE OF MOVEMENT OF MARKS
 DO0820'WAS NOTED.
 DO0820'
 DO0820'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 DO0820'EAST-SOUTHEAST OF MANKINS.
 DO0820'
 DO0820'HEIGHT OF LIGHT ABOVE STATION MARK 3.9 FEET.
 DO0820
 DO0820                          STATION RECOVERY (2006)
 DO0820
 DO0820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TAN)
 DO0820'STATION AND RFERENCE MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0820'TO REACH FROM MANKINS, TEXAS, GO E. FROM JUNCTION OF STATE HIGHWAY 25
 DO0820' 
 DO0820'AND U.S. HIGHWAY 277 ALONG U.S. 277 FOR 0.5 MI. TO FIELD RD. S., TURN
 DO0820' 
 DO0820'RIGHT (S.), CROSS ROADBED (RAILROAD TRACKS REMOVED) AND CATTLEGUARD,
 DO0820'TURN IMMEDIATELY LEFT ONTO TRAIL ROAD NE. ALONG S. SIDE OF FENCE,
 DO0820'PASSING STOCK TANK FOR 0.4 MI. TO Y-JUNCTION, FOLLOW RIGHT FORK (SE.)
 DO0820'PAST OIL WELL AND FOLLOW MAIN TRAIL. FOR 0.6 MI. TO HIGH POINT OF
 DO0820'BROAD RIDGE, TURN RIGHT (S.), CROSS COUNTRY, FOR 0.05 MI. TO STATION
 DO0820'IN MESQUITE GROVE.
 DO0820' 
 DO0820'SUITABLE FOR GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6186 ***********************************************************************
 AW6186  DESIGNATION -  RIGHT
 AW6186  PID         -  AW6186
 AW6186  STATE/COUNTY-  TX/HARRIS
 AW6186  USGS QUAD   -  MORGANS POINT (1993)
 AW6186
 AW6186                         *CURRENT SURVEY CONTROL
 AW6186  ___________________________________________________________________
 AW6186* NAD 83(1993)-  29 40 47.15575(N)    094 56 13.68988(W)     ADJUSTED  
 AW6186* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6186  ___________________________________________________________________
 AW6186  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6186  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6186
 AW6186  HORZ ORDER  -  THIRD
 AW6186
 AW6186.The horizontal coordinates were established by classical geodetic methods
 AW6186.and adjusted by the National Geodetic Survey in February 1996..
 AW6186
 AW6186.The orthometric height was scaled from a topographic map.
 AW6186
 AW6186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6186
 AW6186.The geoid height was determined by GEOID03.
 AW6186
 AW6186;                    North         East     Units Scale Factor Converg.
 AW6186;SPC TXSC     - 4,211,464.001   993,137.341   MT  0.99988129   +1 59 25.6
 AW6186;SPC TXSC     -13,817,111.48  3,258,318.09   sFT  0.99988129   +1 59 25.6
 AW6186;UTM  15      - 3,284,871.025   312,552.439   MT  1.00003355   -0 57 34.0
 AW6186
 AW6186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6186!SPC TXSC     -   1.00000427  x   0.99988129  =   0.99988556
 AW6186!UTM  15      -   1.00000427  x   1.00003355  =   1.00003782
 AW6186
 AW6186                          SUPERSEDED SURVEY CONTROL
 AW6186
 AW6186  NAD 83(1986)-  29 40 47.17229(N)    094 56 13.67091(W) AD(       ) 3
 AW6186  NAD 27      -  29 40 46.35989(N)    094 56 12.93737(W) AD(       ) 3
 AW6186
 AW6186.Superseded values are not recommended for survey control.
 AW6186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6186.See file dsdata.txt to determine how the superseded data were derived.
 AW6186
 AW6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1255284871(NAD 83)
 AW6186_MARKER: X = CHISELED CROSS
 AW6186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6186+STABILITY: SURFACE MOTION
 AW6186
 AW6186  HISTORY     - Date     Condition        Report By
 AW6186  HISTORY     - 1930     MONUMENTED       CGS
 AW6186  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AW6186  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6186
 AW6186                          STATION DESCRIPTION
 AW6186
 AW6186'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6186'LOCATED ON ASH POINT IN UPPER GALVESTON BAY, ABOUT 450 METERS
 AW6186'E OF LIGHTED BEACON AT THE END OF CEDAR BAYOU JETTY.  STATION
 AW6186'IS CENTRALLY LOCATED ON THE POINT, 65 METERS BACK FROM THE
 AW6186'EXTREME TIP.  IT IS ON AN 8-FOOT WIDE TERRACE WHICH IS 3 FEET
 AW6186'BELOW THE ELEVATION OF A SMALL FRAME HOUSE.  THIS HOUSE IS THE
 AW6186'PROPERTY OF J.W. WRIGHT.  ITS SW CORNER IS 25 METERS, 32 DEG
 AW6186'MAGNETIC BEARING, FROM THE STATION.
 AW6186'
 AW6186'STATION IS MARKED BY A CROSS IN THE END OF A 1/2-INCH BRASS
 AW6186'ROD SET IN A 4-INCH-SQUARE POST OF CONCRETE EXTENDING 3 INCHES
 AW6186'ABOVE THE GROUND.
 AW6186'
 AW6186'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN THE TOPS OF
 AW6186'CONCRETE POSTS.  REFERENCE MARK 1 IS 4.8 FEET HIGHER IN
 AW6186'ELEVATION THAN THE STATION MARK.  IT IS 24.29 METERS FROM
 AW6186'THE STATION N 04 DEG E.
 AW6186'
 AW6186'REFERENCE MARK 2 IS 22.85 METERS FROM THE STATION S 77 DEG 30 MIN E.
 AW6186
 AW6186                          STATION RECOVERY (1955)
 AW6186
 AW6186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6186'THE TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 AW6186'STATION MARK COULD NOT BE FOUND.  APPARENTLY IT HAS BEEN
 AW6186'DESTROYED BY EROSION.  A NEW STATION, RIGHT 2, WAS ESTABLISHED
 AW6186'IN THE VICINITY, AND TIES WERE OBSERVED TO THE TWO OLD REFERENCE
 AW6186'MARKS.
 AW6186
 AW6186                          STATION RECOVERY (1997)
 AW6186
 AW6186'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1918 ***********************************************************************
 FL1918  DESIGNATION -  RIGHT
 FL1918  PID         -  FL1918
 FL1918  STATE/COUNTY-  TX/HEMPHILL
 FL1918  USGS QUAD   -  CANADIAN WEST (1972)
 FL1918
 FL1918                         *CURRENT SURVEY CONTROL
 FL1918  ___________________________________________________________________
 FL1918* NAD 83(1993)-  35 59 28.60547(N)    100 28 13.11756(W)     ADJUSTED  
 FL1918* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 FL1918  ___________________________________________________________________
 FL1918  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 FL1918  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FL1918
 FL1918  HORZ ORDER  -  FIRST
 FL1918
 FL1918.The horizontal coordinates were established by classical geodetic methods
 FL1918.and adjusted by the National Geodetic Survey in February 1996..
 FL1918
 FL1918.The orthometric height was scaled from a topographic map.
 FL1918
 FL1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1918
 FL1918.The geoid height was determined by GEOID03.
 FL1918
 FL1918;                    North         East     Units Scale Factor Converg.
 FL1918;SPC TX N     - 1,221,394.374   292,845.515   MT  0.99996084   +0 35 48.3
 FL1918;SPC TX N     - 4,007,191.38    960,777.33   sFT  0.99996084   +0 35 48.3
 FL1918;UTM  14      - 3,983,980.669   367,465.288   MT  0.99981644   -0 51 51.0
 FL1918
 FL1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1918!SPC TX N     -   0.99988241  x   0.99996084  =   0.99984325
 FL1918!UTM  14      -   0.99988241  x   0.99981644  =   0.99969887
 FL1918
 FL1918|---------------------------------------------------------------------|
 FL1918| PID    Reference Object                     Distance      Geod. Az  |
 FL1918|                                                           dddmmss.s |
 FL1918| CL3868 RIGHT RM 1                           17.683 METERS 08139     |
 FL1918| FL1922 CANADIAN HEMPHILL CO CTHSE          APPROX.11.7 KM 1374510.1 |
 FL1918| CL3869 RIGHT RM 2                           23.317 METERS 15444     |
 FL1918| CL3867 RIGHT AZ MK                                        2415938.3 |
 FL1918|---------------------------------------------------------------------|
 FL1918
 FL1918                          SUPERSEDED SURVEY CONTROL
 FL1918
 FL1918  NAD 83(1993)-  35 59 28.60581(N)    100 28 13.11755(W) AD(       ) 1
 FL1918  NAD 83(1986)-  35 59 28.61174(N)    100 28 13.10600(W) AD(       ) 1
 FL1918  NAD 27      -  35 59 28.46300(N)    100 28 11.61300(W) AD(       ) 1
 FL1918
 FL1918.Superseded values are not recommended for survey control.
 FL1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1918.See file dsdata.txt to determine how the superseded data were derived.
 FL1918
 FL1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6746583981(NAD 83)
 FL1918_MARKER: DS = TRIANGULATION STATION DISK
 FL1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1918
 FL1918  HISTORY     - Date     Condition        Report By
 FL1918  HISTORY     - 1952     MONUMENTED       CGS
 FL1918  HISTORY     - 1961     GOOD             CGS
 FL1918
 FL1918                          STATION DESCRIPTION
 FL1918
 FL1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1918'THE STATION IS LOCATED 9 MILES NORTHWEST OF CANADIAN AND 125
 FL1918'FEET EAST OF U.S. HIGHWAY 83.
 FL1918'
 FL1918'TO REACH THE STATION FROM THE SIGNAL LIGHT AT THE MAIN INTERSECTION
 FL1918'IN CANADIAN.  GO NORTHEASTERLY ON U.S. HIGHWAYS 60 AND 83 FOR
 FL1918'2.2 MILES TO THEIR JUNCTION.  TURN LEFT ON U.S. HIGHWAY 83 AND
 FL1918'GO 7.2 MILES TO A SIDE ROAD LEFT, WEST, AND STATION SITE ON
 FL1918'THE RIGHT, EAST SIDE OF THE HIGHWAY.
 FL1918'
 FL1918'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1918'POSTS.
 FL1918'
 FL1918'THE STATION MARK IS STAMPED RIGHT 1952 AND IS FLUSH WITH THE
 FL1918'GROUND.  IT IS 59 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE LINE
 FL1918'OF U.S. HIGHWAY 83.  55 FEET EAST OF A POWER LINE POLE AND 5
 FL1918'FEET EAST OF A WHITE WITNESS POST.
 FL1918'
 FL1918'REFERENCE MARK NO. 1 IS STAMPED RIGHT NO 1 1952, AND PROJECTS
 FL1918'6 INCHES.
 FL1918'
 FL1918'REFERENCE MARK NO. 2 IS STAMPED RIGHT NO 2 1952, AND PROJECTS
 FL1918'6 INCHES.  IT IS 71 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE
 FL1918'LINE OF U.S. HIGHWAY 83.
 FL1918'
 FL1918'THE AZIMUTH MARK IS STAMPED RIGHT 1952, AND PROJECTS 8 INCHES.
 FL1918'IT IS LOCATED 45 FEET WEST OF A WIRE GATE.  36 FEET NORTH OF
 FL1918'THE CENTER OF A DIRT ROAD.  AND 1 FOOT NORTH OF A POWER LINE POLE
 FL1918'WHICH HAS A WHITE WITNESS POST NAILED TO ITS BASE.
 FL1918'
 FL1918'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE DIRT
 FL1918'ROAD FOR 0.6 MILE TO A WIRE GATE ON THE RIGHT.  THE MARK IS
 FL1918'AT THE NEAREST POWER LINE POLE.
 FL1918'
 FL1918'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FL1918
 FL1918                          STATION RECOVERY (1961)
 FL1918
 FL1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JSC)
 FL1918'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION
 FL1918'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 FL1918'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6188 ***********************************************************************
 AW6188  DESIGNATION -  RIGHT 2
 AW6188  PID         -  AW6188
 AW6188  STATE/COUNTY-  TX/HARRIS
 AW6188  USGS QUAD   -  MORGANS POINT (1993)
 AW6188
 AW6188                         *CURRENT SURVEY CONTROL
 AW6188  ___________________________________________________________________
 AW6188* NAD 83(1993)-  29 40 47.41957(N)    094 56 13.51024(W)     ADJUSTED  
 AW6188* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6188  ___________________________________________________________________
 AW6188  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6188  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6188
 AW6188  HORZ ORDER  -  THIRD
 AW6188
 AW6188.The horizontal coordinates were established by classical geodetic methods
 AW6188.and adjusted by the National Geodetic Survey in February 1996..
 AW6188
 AW6188.The orthometric height was scaled from a topographic map.
 AW6188
 AW6188.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6188
 AW6188.The geoid height was determined by GEOID03.
 AW6188
 AW6188;                    North         East     Units Scale Factor Converg.
 AW6188;SPC TXSC     - 4,211,472.286   993,141.886   MT  0.99988130   +1 59 25.7
 AW6188;SPC TXSC     -13,817,138.66  3,258,333.00   sFT  0.99988130   +1 59 25.7
 AW6188;UTM  15      - 3,284,879.067   312,557.404   MT  1.00003352   -0 57 34.0
 AW6188
 AW6188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6188!SPC TXSC     -   1.00000411  x   0.99988130  =   0.99988541
 AW6188!UTM  15      -   1.00000411  x   1.00003352  =   1.00003763
 AW6188
 AW6188|---------------------------------------------------------------------|
 AW6188| PID    Reference Object                     Distance      Geod. Az  |
 AW6188|                                                           dddmmss.s |
 AW6188| CV9339 RIGHT 2 RM 3                         28.562 METERS 10300     |
 AW6188| AW6191 RIGHT RM 2                           22.050 METERS 12755     |
 AW6188| AW3000 ATKINSON                            APPROX. 4.8 KM 2114308.4 |
 AW6188| AW6166 GALVESTON BAY CHANNEL LT 66         APPROX. 4.3 KM 2253930.1 |
 AW6188| AW6145 GALVESTON BAY CHANNEL LT 65         APPROX. 4.5 KM 2265827.1 |
 AW6188| AW6176 GALVESTON BAY CHANNEL LT 70         APPROX. 3.9 KM 2581629.9 |
 AW6188| AW6148 GALVESTON BAY CHANNEL LT 69         APPROX. 4.2 KM 2584152.1 |
 AW6188| AW6177 HOUSTON SHIP CHAN RANGE B RLT       APPROX. 3.9 KM 2652310.7 |
 AW6188| AW6173 HOUSTON SHIP CHAN RANGE B FLT       APPROX. 4.0 KM 2674253.1 |
 AW6188| AW6172 HOUSTON SHIP CHAN RANGE D RLT       APPROX. 4.2 KM 2780321.2 |
 AW6188| AW6155 HOUSTON SHIP CHAN RANGE C EXT       APPROX. 4.5 KM 2803126.7 |
 AW6188| AW6154 HOUSTON SHIP CHAN RANGE D FLT       APPROX. 4.6 KM 2805215.9 |
 AW6188| AW6147 HOUSTON SHIP CHAN RANGE B EXT       APPROX. 5.5 KM 2885346.0 |
 AW6188| AW6153 HOUSTON SHIP CHAN RANGE A RLT       APPROX. 5.3 KM 2915241.6 |
 AW6188| AW6192 RIGHT RM 1                           15.986 METERS 35956     |
 AW6188|---------------------------------------------------------------------|
 AW6188
 AW6188                          SUPERSEDED SURVEY CONTROL
 AW6188
 AW6188  NAD 83(1986)-  29 40 47.43615(N)    094 56 13.49148(W) AD(       ) 3
 AW6188  NAD 27      -  29 40 46.61473(N)    094 56 12.76196(W) AD(       ) 3
 AW6188
 AW6188.Superseded values are not recommended for survey control.
 AW6188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6188.See file dsdata.txt to determine how the superseded data were derived.
 AW6188
 AW6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1255784879(NAD 83)
 AW6188_MARKER: DS = TRIANGULATION STATION DISK
 AW6188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6188
 AW6188  HISTORY     - Date     Condition        Report By
 AW6188  HISTORY     - 1955     MONUMENTED       CGS
 AW6188  HISTORY     - 1956     MARK NOT FOUND   USGS
 AW6188  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6188
 AW6188                          STATION DESCRIPTION
 AW6188
 AW6188'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6188'5 MI. SE OF BAYTOWN, ON THE SW TIP OF ASH POINT.
 AW6188'
 AW6188'TO REACH FROM THE NE ENTRANCE TO THE BAYTOWN TUNNEL, GO NE
 AW6188'AND E ON STATE HIGHWAY 146 FOR 3.8 MI. TO A TRAFFIC LIGHT AT
 AW6188'EAST TEXAS STREET, TURN RIGHT (E-SE) ON EAST TEXAS STREET FOR
 AW6188'0.2 MI. TO THE TRI-CITY BEACH ROAD, THEN RIGHT (S) AND FOLLOW
 AW6188'THE TRI-CITY BEACH ROAD FOR 3.7 MI. TO A CURVE LEFT (SE) AND
 AW6188'A SHELL ROAD STRAIGHT AHEAD.  FOLLOW THE SHELL ROAD FOR 0.25 MI.
 AW6188'TO A DRIVEWAY, TURN RIGHT (W) AND FOLLOW THE DRIVEWAY FOR 0.1
 AW6188'MI. TO A KNOLL AND A FRAMEHOUSE AND THE STATION SITE.
 AW6188'
 AW6188'STATION MARK, A STANDARD DISK, STAMPED RIGHT 2 1955 AND SET
 AW6188'IN THE TOP OF AN 8-IN. CIRCULAR CONCRETE POST PROJECTING 1
 AW6188'IN., IS 60.7 FT. SW OF THE SW CORNER OF THE HOUSE,
 AW6188'64 FT. W OF THE NW CORNER OF A TIN TOOLHOUSE, 23 FT. N OF THE
 AW6188'S EDGE OF THE BLUFF, 138.2 FT. N OF A WOODEN BULKHEAD, AND
 AW6188'76.5 FT. E OF THE MEAN HIGH-WATERLINE.
 AW6188'
 AW6188'THERE IS NO UNDERGROUND STATION MARK.
 AW6188'
 AW6188'REFERENCE MARK 1, A STANDARD DISK, STAMPED R.M. 1 AND SET
 AW6188'IN THE TOP OF A 4-IN. CIRCULAR CONCRETE POST PROJECTING 4
 AW6188'IN., IS ON THE W EDGE OF THE BLUFF, 67.6 FT. S
 AW6188'OF THE E END OF A PIER, AND 35.6 FT. W OF THE SW CORNER OF THE
 AW6188'HOUSE.
 AW6188'
 AW6188'REFERENCE MARK 2, A STANDARD DISK, STAMPED R.M. 2 AND SET IN
 AW6188'THE TOP OF A 4-IN. CIRCULAR CONCRETE POST PROJECTING 2 IN.
 AW6188'IS 2 FT. E OF THE SW CORNER OF A TIN TOOLHOUSE.
 AW6188'THE ARROW ON THE DISK POINTS S OF THE STATION.  THIS REFERENCE
 AW6188'MARK IS IN THE WAY OF NEW CONSTRUCTION AND WILL SOON BE
 AW6188'DESTROYED.
 AW6188'
 AW6188'BOTH REFERENCE MARKS 1 AND 2 WERE ORIGINALLY SET FOR STATION
 AW6188'RIGHT 1930.
 AW6188'
 AW6188'REFERENCE MARK 3, A STANDARD DISK, STAMPED RIGHT 2 NO 3 1955
 AW6188'AND SET IN THE TOP OF AN 8-IN. CIRCULAR CONCRETE POST PROJECTING
 AW6188'5 IN., IS 1 FT. W OF A FENCE ALONG THE W SIDE OF
 AW6188'THE ROAD TO THE BOAT LANDING, AND 24.4 FT. NE OF THE NE CORNER
 AW6188'OF THE TIN TOOLHOUSE.
 AW6188'
 AW6188'NO AZIMUTH MARK WAS SET.  STATIONS EVERGREEN 2 AND ATKINSON
 AW6188'ARE VISIBLE FROM THE GROUND.
 AW6188'
 AW6188'HEIGHT OF LIGHT ABOVE STATION MARK - 3 M.
 AW6188
 AW6188                          STATION RECOVERY (1956)
 AW6188
 AW6188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AW6188'THE DESCRIPTION OF THIS STATION IS NOT AVAILABLE.  THE DISK
 AW6188'STAMPED RIGHT 2 1955 WAS FOUND BROKEN OUT OF THE CONCRETE POST.
 AW6188'STATION IS DESTROYED.
 AW6188
 AW6188                          STATION RECOVERY (1997)
 AW6188
 AW6188'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0777 ***********************************************************************
 BN0777  DESIGNATION -  RIGSBY
 BN0777  PID         -  BN0777
 BN0777  STATE/COUNTY-  TX/EDWARDS
 BN0777  USGS QUAD   -  BRADFORD CREEK (1971)
 BN0777
 BN0777                         *CURRENT SURVEY CONTROL
 BN0777  ___________________________________________________________________
 BN0777* NAD 83(1993)-  30 12 22.40029(N)    099 54 46.79451(W)     ADJUSTED  
 BN0777* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 BN0777  ___________________________________________________________________
 BN0777  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BN0777  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0777
 BN0777  HORZ ORDER  -  SECOND
 BN0777
 BN0777.The horizontal coordinates were established by classical geodetic methods
 BN0777.and adjusted by the National Geodetic Survey in February 1996..
 BN0777
 BN0777.The orthometric height was scaled from a topographic map.
 BN0777
 BN0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0777
 BN0777.The geoid height was determined by GEOID03.
 BN0777
 BN0777;                    North         East     Units Scale Factor Converg.
 BN0777;SPC TXSC     - 4,263,331.695   512,093.652   MT  0.99997864   -0 26 50.2
 BN0777;SPC TXSC     -13,987,280.74  1,680,093.92   sFT  0.99997864   -0 26 50.2
 BN0777;SPC TX C     - 3,059,890.334   740,471.415   MT  0.99997730   +0 12 59.4
 BN0777;SPC TX C     -10,038,990.20  2,429,363.30   sFT  0.99997730   +0 12 59.4
 BN0777;UTM  14      - 3,341,989.083   412,124.194   MT  0.99969527   -0 27 33.7
 BN0777
 BN0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0777!SPC TXSC     -   0.99989809  x   0.99997864  =   0.99987673
 BN0777!SPC TX C     -   0.99989809  x   0.99997730  =   0.99987539
 BN0777!UTM  14      -   0.99989809  x   0.99969527  =   0.99959339
 BN0777
 BN0777|---------------------------------------------------------------------|
 BN0777| PID    Reference Object                     Distance      Geod. Az  |
 BN0777|                                                           dddmmss.s |
 BN0777| CV6104 RIGSBY RM 2                          24.878 METERS 08112     |
 BN0777| CV6102 RIGSBY AZ MK                                       1882718.2 |
 BN0777| CV6103 RIGSBY RM 1                          24.393 METERS 32404     |
 BN0777|---------------------------------------------------------------------|
 BN0777
 BN0777                          SUPERSEDED SURVEY CONTROL
 BN0777
 BN0777  NAD 83(1986)-  30 12 22.40604(N)    099 54 46.78327(W) AD(       ) 2
 BN0777  NAD 27      -  30 12 21.69600(N)    099 54 45.54900(W) AD(       ) 2
 BN0777
 BN0777.Superseded values are not recommended for survey control.
 BN0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0777.See file dsdata.txt to determine how the superseded data were derived.
 BN0777
 BN0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU1212441989(NAD 83)
 BN0777_MARKER: DS = TRIANGULATION STATION DISK
 BN0777_SETTING: 66 = SET IN ROCK OUTCROP
 BN0777_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0777
 BN0777  HISTORY     - Date     Condition        Report By
 BN0777  HISTORY     - 1943     MONUMENTED       CGS
 BN0777  HISTORY     - 1971     GOOD             USGS
 BN0777
 BN0777                          STATION DESCRIPTION
 BN0777
 BN0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0777'THE STATION IS ABOUT 34 MILES W BY N OF MOUNTAIN HOME, 8 MILES
 BN0777'N OF TEXAS HIGHWAY 41 AND ON THE HIGHEST PART OF A FLAT-TOPPED,
 BN0777'SPARSELY TIMBERED HILL ON THE RIGSBY RANCH.  IT IS 37 FEET
 BN0777'S OF A WHITE REFERENCE POST.  IT IS STAMPED RIGSBY 1943 AND
 BN0777'IS FLUSH WITH THE SURFACE OF THE GROUND.
 BN0777'
 BN0777'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 BN0777'DRILL HOLES IN OUTCROPPING BEDROCK.
 BN0777'
 BN0777'REFERENCE MARK NO. 1 IS NNW OF THE STATION AND 60 FEET W OF A
 BN0777'WHITE REFERENCE POST.  IT IS STAMPED RIGSBY NO. 1 1943 AND IS
 BN0777'FLUSH WITH THE SURFACE OF THE GROUND.
 BN0777'
 BN0777'REFERENCE MARK NO. 2 IS E BY N OF THE STATION, 72 FEET E OF
 BN0777'THE WHITE REFERENCE POST AND 14 FEET W OF A 15-INCH STUMP.  IT
 BN0777'IS STAMPED RIGSBY NO. 2 1943 AND IS FLUSH WITH THE SURFACE
 BN0777'OF THE GROUND.
 BN0777'
 BN0777'THE AZIMUTH MARK IS ABOUT 0.5 MILE S OF THE STATION ON THE N
 BN0777'SLOPE OF A LOWER HILL, AND 14 FEET NE OF A WHITE REFERENCE POST
 BN0777'AND FENCE.  IT IS STAMPED RIGSBY 1943 AND IS FLUSH WITH THE
 BN0777'SURFACE OF THE GROUND.
 BN0777'
 BN0777'TO REACH FROM MOUNTAIN HOME GO W ON TEXAS HIGHWAY 41 FOR 22.8
 BN0777'MILES AND KEEP RIGHT FORK, HIGHWAY 41.  GO 15.9 MILES AND
 BN0777'TURN RIGHT, N, OFF THE HIGHWAY.  GO 1.1 MILES AND PASS THROUGH
 BN0777'A RED GATE.  CONTINUE 1.3 MILES AND PASS THROUGH ANOTHER RED
 BN0777'GATE.  GO 1.0 MILE AND PASS THROUGH ANOTHER RED GATE.  GO 1.0
 BN0777'MILE AND PASS THROUGH STILL ANOTHER GATE.  GO 0.8 MILE AND
 BN0777'TURN LEFT OFF THE MAIN ROAD.  GO 0.2 MILE AND PASS THROUGH
 BN0777'A GATE.  GO 1.2 MILES AND PASS THROUGH A GATE.  GO 2.0 MILES,
 BN0777'PASS THROUGH THREE GATES AT THE RIGSBY RANCH AND TAKE A TRACK
 BN0777'ROAD LEADING N.  GO 2.0 MILES AND PASS THROUGH A GATE.  GO
 BN0777'0.1 MILE AND TURN LEFT OFF THE MAIN-TRAVELED ROAD.  FOLLOW
 BN0777'DIM TRACK ROAD SOUTHERLY FOR 1.0 MILE AND TURN RIGHT, W,
 BN0777'UP THE E SLOPE OF A HIGH RIDGE (THE AZIMUTH MARK IS ABOUT
 BN0777'1/4 MILE S OF THIS POINT).  GO W AND THEN N FOR ABOUT 0.3 MILE
 BN0777'TO THE HIGH PART OF THE RIDGE AND THE STATION.
 BN0777'
 BN0777'A 4-FOOT SIGNAL AT TELEGRAPH IS VISIBLE AT 64 FEET.  A 4-FOOT
 BN0777'SIGNAL AT PRESERVE IS VISIBLE AT 50 FEET.  64-FOOT SIGNALS
 BN0777'AT ALLEN, PAINT, GARVEN, AND SUN ARE VISIBLE AT 50 FEET.
 BN0777'
 BN0777'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
 BN0777
 BN0777                          STATION RECOVERY (1971)
 BN0777
 BN0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 BN0777'ROCKSPRINGS, 8 MI. NE. TO JCT. U.S. 377 AND STATE 41.  CONTINUE
 BN0777'ON 377 FOR 16.5 MILES TO 700 SPRINGS RANCH GATE ON RIGHT.
 BN0777'TURN RIGHT 0.15 MI., TAKE LEFT FK. 0.55 MI. TO T-RD. IN BOTTOM,
 BN0777'TURN RIGHT, X-ING LLANO RIVER 0.4 MILE TO GATE, FOLLOW MAIN
 BN0777'TRAVELED RD. 4.75 MI. TO RANCH YARD, PASS THROUGH GATE CAST
 BN0777'OF HOUSE AND WEST OF SHEDS, CONTINUE SOUTHERLY ON MAIN TRACK,
 BN0777'0.85 MI. TO GATE WEST OF WINDMILL, PASS THROUGH FOLLOWING
 BN0777'MAIN TRACK SOUTH, THENCE WESTERLY UP DRAINAGE 1.75 MI. TO TOP
 BN0777'RIDGE.  (AZ. MK. LEFT ON RIDGE TO FENCE 0.3 MI.) KEEP RIGHT
 BN0777'ALONG RIDGE TRACK 0.3 MI. TO STA. 100 FEET RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0565 ***********************************************************************
 DP0565  DESIGNATION -  RILEY
 DP0565  PID         -  DP0565
 DP0565  STATE/COUNTY-  TX/DICKENS
 DP0565  USGS QUAD   -  EAST AFTON (1981)
 DP0565
 DP0565                         *CURRENT SURVEY CONTROL
 DP0565  ___________________________________________________________________
 DP0565* NAD 83(1993)-  33 42 16.34114(N)    100 41 22.38173(W)     ADJUSTED  
 DP0565* NAVD 88     -       780.     (meters)    2559.     (feet)  SCALED    
 DP0565  ___________________________________________________________________
 DP0565  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 DP0565  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DP0565
 DP0565  HORZ ORDER  -  FIRST
 DP0565
 DP0565.The horizontal coordinates were established by classical geodetic methods
 DP0565.and adjusted by the National Geodetic Survey in February 1996..
 DP0565
 DP0565.The orthometric height was scaled from a topographic map.
 DP0565
 DP0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0565
 DP0565.The geoid height was determined by GEOID03.
 DP0565
 DP0565;                    North         East     Units Scale Factor Converg.
 DP0565;SPC TXNC     - 2,228,100.531   397,048.597   MT  0.99993741   -1 11 39.0
 DP0565;SPC TXNC     - 7,310,026.49  1,302,650.27   sFT  0.99993741   -1 11 39.0
 DP0565;UTM  14      - 3,730,677.910   343,426.767   MT  0.99990223   -0 56 15.9
 DP0565
 DP0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0565!SPC TXNC     -   0.99988170  x   0.99993741  =   0.99981911
 DP0565!UTM  14      -   0.99988170  x   0.99990223  =   0.99978394
 DP0565
 DP0565|---------------------------------------------------------------------|
 DP0565| PID    Reference Object                     Distance      Geod. Az  |
 DP0565|                                                           dddmmss.s |
 DP0565| CX8083 RILEY RM 2                           46.985 METERS 23735     |
 DP0565| CX8081 RILEY AZ MK                                        2592350.2 |
 DP0565| CX8082 RILEY RM 1                           53.343 METERS 31845     |
 DP0565|---------------------------------------------------------------------|
 DP0565
 DP0565                          SUPERSEDED SURVEY CONTROL
 DP0565
 DP0565  NAD 83(1993)-  33 42 16.34412(N)    100 41 22.38092(W) AD(       ) 1
 DP0565  NAD 83(1986)-  33 42 16.34679(N)    100 41 22.37488(W) AD(       ) 1
 DP0565  NAD 27      -  33 42 16.05000(N)    100 41 20.91700(W) AD(       ) 1
 DP0565
 DP0565.Superseded values are not recommended for survey control.
 DP0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0565.See file dsdata.txt to determine how the superseded data were derived.
 DP0565
 DP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC4342730678(NAD 83)
 DP0565_MARKER: DS = TRIANGULATION STATION DISK
 DP0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0565
 DP0565  HISTORY     - Date     Condition        Report By
 DP0565  HISTORY     - 1935     MONUMENTED       CGS
 DP0565  HISTORY     - 1938     GOOD             TXHD
 DP0565
 DP0565                          STATION DESCRIPTION
 DP0565
 DP0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0565'STATION IS LOCATED ON PROPERTY OF THE MATADOR LAND AND CATTLE
 DP0565'COMPANY, NEAR THE S END OF A LONG RIDGE ABOUT 9-3/4 MILES ENE
 DP0565'OF DICKENS, 10 MILES W OF THE DICKENS-KING COUNTY LINE, AND
 DP0565'9-3/4 MILES S OF THE DICKENS-MOTLEY COUNTY LINE.
 DP0565'
 DP0565'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0565'BRONZE DISKS SET IN CONCRETE.
 DP0565'
 DP0565'AZIMUTH MARK IS 1.2 MILES W OF STATION ON THE E SIDE OF PRAIRIE
 DP0565'ROAD.
 DP0565'
 DP0565'STATION IS REACHED FROM THE COURTHOUSE IN DICKENS BY GOING
 DP0565'E (TOWARD GUTHERIE) ON U.S. HIGHWAY 82 FOR 4.75 MILES, OR 0.2
 DP0565'MILE PAST HOUSE ON LEFT.  TURN LEFT (N) ON T-ROAD JUST BEFORE
 DP0565'REACHING A RIGHT TURN IN HIGHWAY AND FOLLOW MAIN ROAD AND
 DP0565'TELEPHONE LINE 3.85 MILES TO A SERVICE STATION ON RIGHT.  TURN
 DP0565'RIGHT (E) PAST A GIN MILL AND GO 2.0 MILES OR 0.25 MILE PAST
 DP0565'A SMALL HOUSE.  TURN LEFT (N) ON CROSS ROAD JUST BEFORE
 DP0565'REACHING BRIDGE AND GO 2.9 MILES, OR 0.25 MILE PAST A SHARP,
 DP0565'SANDY BUMP IN THE ROAD, TURN RIGHT (E) THROUGH A GATE
 DP0565'AND GO 0.25 MILE TO A HOUSE ON THE RIGHT, TAKE ROAD
 DP0565'LEADING E ACROSS FIELD AND GO 0.25 MILE TO A GATE, PASS
 DP0565'THROUGH GATE, TAKE RIGHT FORK AND FOLLOW THIS MAIN ROAD IN A
 DP0565'GENERAL SOUTHERLY DIRECTION FOR 1.0 MILE TO A SMALL, CONICAL
 DP0565'MOUND OF EARTH ON LEFT, FROM THIS POINT, GO DUE E ACROSS
 DP0565'FIELD 1.2 MILES TO A SHARP, SANDY KNOLL COVERED WITH SCRUB
 DP0565'JACK OAK BUSHES, NEAR THE S END OF THE RIDGE.  STATION IS
 DP0565'ON TOP OF THIS KNOLL, WHICH IS HIGHEST POINT IN THE
 DP0565'VICINITY.
 DP0565'
 DP0565'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 DP0565
 DP0565                          STATION RECOVERY (1938)
 DP0565
 DP0565'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0565'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 DP0565'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0438 ***********************************************************************
 BO0438  DESIGNATION -  RILEY USGS 1935
 BO0438  PID         -  BO0438
 BO0438  STATE/COUNTY-  TX/SUTTON
 BO0438  USGS QUAD   -  BUFFALO WELL (1982)
 BO0438
 BO0438                         *CURRENT SURVEY CONTROL
 BO0438  ___________________________________________________________________
 BO0438* NAD 83(1993)-  30 38 33.94846(N)    100 15 04.33033(W)     ADJUSTED  
 BO0438* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 BO0438  ___________________________________________________________________
 BO0438  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BO0438  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BO0438
 BO0438  HORZ ORDER  -  SECOND
 BO0438
 BO0438.The horizontal coordinates were established by classical geodetic methods
 BO0438.and adjusted by the National Geodetic Survey in February 1996..
 BO0438
 BO0438.The orthometric height was scaled from a topographic map.
 BO0438
 BO0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0438
 BO0438.The geoid height was determined by GEOID03.
 BO0438
 BO0438;                    North         East     Units Scale Factor Converg.
 BO0438;SPC TX C     - 3,108,208.397   707,872.119   MT  0.99990121   +0 02 32.3
 BO0438;SPC TX C     -10,197,513.72  2,322,410.44   sFT  0.99990121   +0 02 32.3
 BO0438;UTM  14      - 3,390,679.545   380,105.018   MT  0.99977733   -0 38 16.1
 BO0438
 BO0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0438!SPC TX C     -   0.99988603  x   0.99990121  =   0.99978725
 BO0438!UTM  14      -   0.99988603  x   0.99977733  =   0.99966338
 BO0438
 BO0438                          SUPERSEDED SURVEY CONTROL
 BO0438
 BO0438  NAD 83(1986)-  30 38 33.95017(N)    100 15 04.31709(W) AD(       ) 2
 BO0438  NAD 27      -  30 38 33.30700(N)    100 15 03.00500(W) AD(       ) 2
 BO0438
 BO0438.Superseded values are not recommended for survey control.
 BO0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0438.See file dsdata.txt to determine how the superseded data were derived.
 BO0438
 BO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8010590680(NAD 83)
 BO0438_MARKER: 86 = CUPOLA
 BO0438
 BO0438  HISTORY     - Date     Condition        Report By
 BO0438  HISTORY     - 1935     FIRST OBSERVED   USGS
 BO0438  HISTORY     - 1937     GOOD             TXHD
 BO0438
 BO0438                          STATION DESCRIPTION
 BO0438
 BO0438'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 BO0438'ORIGINAL DESCRIPTION OF STATION NOT AVAILABLE.  STATION IS LOCATED
 BO0438'ON HIGH FLAT GROUND AT THE HEAD OF TERRET DRAW AND BUFFALO DRAW
 BO0438'FROM THE N, IN THE RANCH YARD OF DAN REILEY, 15-1/4 MILES SW FROM
 BO0438'FORT MC KAVETT AND 23-1/2 MILES ENE FROM SONORA.
 BO0438'
 BO0438'STATION IS MARKED BY THE CENTER OF CUPOLA ATOP OF THE OLD
 BO0438'TWO-STORY ABANDONED HOUSE JUST S OF MR. REILEYS HOUSE.  THE HOUSE
 BO0438'IS IN A RUN-DOWN CONDIITION.  A TIE WAS MADE FROM TRIANGULATION
 BO0438'STATION REILEY WHICH IS 228.8 FEET SE FROM THE CUPOLA.
 BO0438'
 BO0438'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND
 BO0438'277 ABOUT 0.3 MILE SE FROM THE MAIN CORNER IN SONORA BY GOING E
 BO0438'ON U.S. HIGHWAY 290 FOR 5.0 MILES AND TAKE WELL GRADED T-ROAD LEFT
 BO0438'(N) FOR 7.8 MILES AND MAKE LEFT TURN (N) THROUGH A WIRE GATE.
 BO0438'CONTINUE 1.85 MILES AND PASS VIRGIL POWELLS RANCH ON LEFT.
 BO0438'PROCEED 11.85 MILES OR 1.35 MILES PAST BUMPER GATE AND KEEP
 BO0438'STRAIGHT AHEAD AT RIGHT CURVE IN MAIN ROAD ALONG FENCE AND
 BO0438'FOLLOW DIM ROAD 0.7 MILE TO RANCH OF DAN REILEY AND
 BO0438'STATION.
 BO0438
 BO0438                          STATION RECOVERY (1937)
 BO0438
 BO0438'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0438'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0190 ***********************************************************************
 BQ0190  DESIGNATION -  RIM
 BQ0190  PID         -  BQ0190
 BQ0190  STATE/COUNTY-  TX/PRESIDIO
 BQ0190  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0190
 BQ0190                         *CURRENT SURVEY CONTROL
 BQ0190  ___________________________________________________________________
 BQ0190* NAD 83(1993)-  30 13 23.11062(N)    104 34 34.60077(W)     ADJUSTED  
 BQ0190* NAVD 88     -      1314.830  (meters)    4313.74   (feet)  POSTED    
 BQ0190  ___________________________________________________________________
 BQ0190  LAPLACE CORR-           7.32  (seconds)                    DEFLEC99
 BQ0190  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BQ0190  DYNAMIC HT  -        1312.660 (meters)    4306.62  (feet)  COMP
 BQ0190  MODELED GRAV-     978,946.5   (mgal)                       NAVD 88
 BQ0190
 BQ0190  HORZ ORDER  -  FIRST
 BQ0190  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0190
 BQ0190.The horizontal coordinates were established by classical geodetic methods
 BQ0190.and adjusted by the National Geodetic Survey in February 1996..
 BQ0190
 BQ0190.The orthometric height was determined by differential leveling
 BQ0190.and adjusted by the National Geodetic Survey in 1992..
 BQ0190.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0190.rate of 1.1 thru 2.0 mm/km.
 BQ0190
 BQ0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0190
 BQ0190.The geoid height was determined by GEOID03.
 BQ0190
 BQ0190.The dynamic height is computed by dividing the NAVD 88
 BQ0190.geopotential number by the normal gravity value computed on the
 BQ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0190.degrees latitude (g = 980.6199 gals.).
 BQ0190
 BQ0190.The modeled gravity was interpolated from observed gravity values.
 BQ0190
 BQ0190;                    North         East     Units Scale Factor Converg.
 BQ0190;SPC TXSC     - 4,277,653.439    63,385.578   MT  0.99998315   -2 43 54.8
 BQ0190;SPC TXSC     -14,034,267.99    207,957.52   sFT  0.99998315   -2 43 54.8
 BQ0190;UTM  13      - 3,343,581.436   540,775.477   MT  0.99962051   +0 12 47.8
 BQ0190
 BQ0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0190!SPC TXSC     -   0.99979710  x   0.99998315  =   0.99978026
 BQ0190!UTM  13      -   0.99979710  x   0.99962051  =   0.99941769
 BQ0190
 BQ0190|---------------------------------------------------------------------|
 BQ0190| PID    Reference Object                     Distance      Geod. Az  |
 BQ0190|                                                           dddmmss.s |
 BQ0190| BQ0191 RIM RM 1                              6.600 METERS 04201     |
 BQ0190| BQ0189 RIM RM 2                              8.380 METERS 11027     |
 BQ0190| CI0318 RIM AZ MK                                          3503324.5 |
 BQ0190|---------------------------------------------------------------------|
 BQ0190
 BQ0190                          SUPERSEDED SURVEY CONTROL
 BQ0190
 BQ0190  NAD 83(1986)-  30 13 23.10441(N)    104 34 34.60046(W) AD(       ) 1
 BQ0190  NAD 27      -  30 13 22.55400(N)    104 34 32.86800(W) AD(       ) 1
 BQ0190  NGVD 29 (??/??/92) 1314.296  (m)         4311.99   (f) ADJ UNCH    2 0
 BQ0190
 BQ0190.Superseded values are not recommended for survey control.
 BQ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0190.See file dsdata.txt to determine how the superseded data were derived.
 BQ0190
 BQ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4077543581(NAD 83)
 BQ0190_MARKER: DS = TRIANGULATION STATION DISK
 BQ0190_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BQ0190_STAMPING: RIM 1934
 BQ0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0190
 BQ0190  HISTORY     - Date     Condition        Report By
 BQ0190  HISTORY     - 1934     MONUMENTED       CGS
 BQ0190  HISTORY     - 1943     GOOD             NGS
 BQ0190
 BQ0190                          STATION DESCRIPTION
 BQ0190
 BQ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0190'ABOUT 8.5 MILES NORTHEAST OF CANDELARIA, ABOUT 6 MILES
 BQ0190'SOUTH-SOUTHWEST OF BRITES RANCH AND ABOUT 75 YARDS SOUTH OF THE
 BQ0190'CANDELARIA-VALENTINE ROAD, WHERE THE ROAD CROSSES THE RIM.  THE
 BQ0190'MARK IS ON THE EDGE OF THE RIM AND ON THE FIRST HIGH POINT SOUTH
 BQ0190'OF THE ROAD, THE NEXT POINT ON THE RIM SOUTH OF THE STATION IS
 BQ0190'HIGHER.  THERE IS ALSO A HIGHER POINT ABOUT 0.5 MILE NORTH.
 BQ0190'TO THE WEST THERE IS A VERTICAL DROP OF SEVERAL HUNDRED FEET
 BQ0190'TO THE CANDELARIA ROAD AND A WIDE VALLEY.  THE POINT OF THE
 BQ0190'RIM ON WHICH THE STATION IS LOCATED IS EASILY IDENTIFIED AS
 BQ0190'THE ROAD PASSES THROUGH A NARROW GAP AND THEN WINDS DOWN A
 BQ0190'VERY STEEP SLOPE TO THE VALLEY.
 BQ0190'
 BQ0190'TO REACH FROM VALENTINE, GO BY THE CANDELARIA ROAD TO BRITES
 BQ0190'RANCH, PASS BETWEEN THE RANCH BUILDINGS AND CONTINUE ON CANDELARIA
 BQ0190'ROAD 9.3 MILES TO THE RIM AND STATION.  THIS ROAD WINDS THROUGH
 BQ0190'VALLEY ALONG THE FOOT OF THE HIGH RIDGE ON WHICH STATION CAPOTE
 BQ0190'IS LOCATED.
 BQ0190'
 BQ0190'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BQ0190'CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED.
 BQ0190'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A
 BQ0190'BOULDER AS DESCRIBED.  THERE IS NO UNDERGROUND MARK.
 BQ0190'
 BQ0190'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ON A POINT
 BQ0190'OF ROCK A LITTLE HIGHER THAN THE STATION AND A LITTLE NORTH OF
 BQ0190'RANGE TO CAPOTE WHICH IS A VERY PROMINENT PEAK ABOUT 6 MILES
 BQ0190'NORTH-NORTHEAST.
 BQ0190'
 BQ0190'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND 35 FEET EAST
 BQ0190'OF THE EDGE OF THE RIM.
 BQ0190'
 BQ0190'AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION ON THE
 BQ0190'HIGHEST POINT OF THE RIM NORTH OF THE ROAD, ABOUT 4 FEET FROM
 BQ0190'THE WEST EDGE OF THE RIM AND 3 FEET WEST OF A 3-FOOT ROCK CAIRN.
 BQ0190'
 BQ0190'A 4-FOOT STAND WAS ERECTED.
 BQ0190
 BQ0190                          STATION RECOVERY (1943)
 BQ0190
 BQ0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 BQ0190'12.5 MI NW FROM CANDELARIA.
 BQ0190'THIS MARK IS 12.5 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0190'THE POST OFFICE AT CANDELARIA, PRESIDIO COUNTY, 30.1 MILES SOUTH OF
 BQ0190'VALENTINE, 225.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, WHERE THE
 BQ0190'ROAD CROSSES THE RIM, THE MARK IS ON THE EDGE OF THE RIM AND ON THE
 BQ0190'FIRST HIGH POINT SOUTH OF THE ROAD, THE POINT OF THE RIM ON WHICH THE
 BQ0190'STATION IS LOCATED IS EASILY IDENTIFIED AS THE ROAD PASSES THROUGH A
 BQ0190'NARROW GAP THEN WINDS DOWN A VERY STEEP SLOPE TO THE VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0456 ***********************************************************************
 BA0456  DESIGNATION -  RIM
 BA0456  PID         -  BA0456
 BA0456  STATE/COUNTY-  TX/BREWSTER
 BA0456  USGS QUAD   -  PARADISE DRAW (1983)
 BA0456
 BA0456                         *CURRENT SURVEY CONTROL
 BA0456  ___________________________________________________________________
 BA0456* NAD 83(1993)-  29 59 42.06474(N)    103 47 01.65119(W)     ADJUSTED  
 BA0456* NAVD 88     -      1684.     (meters)    5525.     (feet)  SCALED    
 BA0456  ___________________________________________________________________
 BA0456  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 BA0456  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 BA0456
 BA0456  HORZ ORDER  -  SECOND
 BA0456
 BA0456.The horizontal coordinates were established by classical geodetic methods
 BA0456.and adjusted by the National Geodetic Survey in February 1996..
 BA0456
 BA0456.The orthometric height was scaled from a topographic map.
 BA0456
 BA0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0456
 BA0456.The geoid height was determined by GEOID03.
 BA0456
 BA0456;                    North         East     Units Scale Factor Converg.
 BA0456;SPC TXSC     - 4,249,015.374   138,567.927   MT  0.99992943   -2 20 37.1
 BA0456;SPC TXSC     -13,940,311.27    454,618.27   sFT  0.99992943   -2 20 37.1
 BA0456;UTM  13      - 3,318,855.804   617,310.745   MT  0.99976979   +0 36 29.1
 BA0456
 BA0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0456!SPC TXSC     -   0.99973902  x   0.99992943  =   0.99966847
 BA0456!UTM  13      -   0.99973902  x   0.99976979  =   0.99950887
 BA0456
 BA0456:                Primary Azimuth Mark                     Grid Az
 BA0456:SPC TXSC     -  5071=DOME                                101 17 34.8
 BA0456:UTM  13      -  5071=DOME                                098 20 28.6
 BA0456
 BA0456|---------------------------------------------------------------------|
 BA0456| PID    Reference Object                     Distance      Geod. Az  |
 BA0456|                                                           dddmmss.s |
 BA0456| BA0450 5071=DOME                           APPROX.14.1 KM 0985657.7 |
 BA0456| CI0319 RIM RM 1                              8.618 METERS 20751     |
 BA0456| CI0320 RIM RM 2                              8.765 METERS 29121     |
 BA0456|---------------------------------------------------------------------|
 BA0456
 BA0456                          SUPERSEDED SURVEY CONTROL
 BA0456
 BA0456  NAD 83(1986)-  29 59 42.05823(N)    103 47 01.64822(W) AD(       ) 2
 BA0456  NAD 27      -  29 59 41.44900(N)    103 46 59.98500(W) AD(       ) 2
 BA0456
 BA0456.Superseded values are not recommended for survey control.
 BA0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0456.See file dsdata.txt to determine how the superseded data were derived.
 BA0456
 BA0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1731118856(NAD 83)
 BA0456_MARKER: DD = SURVEY DISK
 BA0456_SETTING: 80 = SET IN A BOULDER
 BA0456_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BA0456
 BA0456  HISTORY     - Date     Condition        Report By
 BA0456  HISTORY     - 1943     MONUMENTED       CGS
 BA0456
 BA0456                          STATION DESCRIPTION
 BA0456
 BA0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0456'LOCATED ON THE SE EDGE OF WHIRWIND MESA, NEAR THE HIGHEST
 BA0456'PORTION OF THE MESA AND THE HIGHEST POINT IN THE IMMEDIATE
 BA0456'VICINITY.  ABOUT 27 MILES AAW ALPINE, 3 MILES SW OF W.B.
 BA0456'MITCHEL ESCONDIDO RANCH, 1 MILE E OF THE PRESIDIO AND BREWSTER
 BA0456'COUNTY LINE, 11 METERS N OF THE S RIM OF THE MESA AND 4 FEET
 BA0456'S OF A 4- BY 4-INCH WHITE WOODEN POST WHICH PROJECTS 3 FEET.
 BA0456'
 BA0456'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER
 BA0456'WHICH PROJECTS ABOUT 6 INCHES.  STAMPED RIM 1942.
 BA0456'
 BA0456'REFERENCE MARK NO. 1, SW OF THE STATION, IS A BRONZE DISK
 BA0456'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.
 BA0456'STAMPED RIM NO. 1 1942.
 BA0456'
 BA0456'REFERENCE MARK NO. 2, N OF THE STATION, IS A BRONZE DISK
 BA0456'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT.  STAMPED
 BA0456'RIM NO. 2 1942.
 BA0456'
 BA0456'A WOODEN 4- BY 4-INCH POST PROJECTS 3 FEET ABOVE 4 FEET N OF
 BA0456'THE STATION.
 BA0456'
 BA0456'REACHED FROM ALPINE RAILROAD STATION BY GOING W ON U.S.
 BA0456'HIGHWAY 90 FOR 20.1 MILES TO A POINT ON THE RAILROAD NAMED
 BA0456'NOPAL.  TURN LEFT, S, ON GRADED DIRT ROAD FOR 6.3 MILES THENCE
 BA0456'LEFT FORK AS PER SIGN W.B. MITCHEL-ESCONDIDO RANCH FOR 1.6
 BA0456'MILES, TAKE RIGHT FORK 0.4 MILE, THEN LEFT FORK 2.3 MILES,
 BA0456'THEN LEFT FORK, W.B. MITCHEL ROAD, 3.7 MILES, HERE TAKE A
 BA0456'LEFT FORK FOLLOWING ALONG TELEPHONE LINES AND CONTINUE S
 BA0456'ON W.B. MITCHEL ROAD FOR 7.0 MILES TO A ROAD FORKS ABOUT 0.75
 BA0456'MILE ABOVE THE ESCONDIDO RANCH, TAKE RIGHT FORK AND FOLLOW
 BA0456'BLADED ROAD W AND SW 1.6 MILES, PASS THRU CATTLE GUARD AND
 BA0456'CONTINUE STRAIGHT AHEAD 0.3 MILE, THENCE TURN LEFT ON TRACK
 BA0456'ROAD 0.1 MILE PASSING THRU GATE NO. 16 AND CONTINUE ON
 BA0456'TRACK ROAD UP THE DRAW BETWEEN WHILWIND AND MITCHEL MESAS FOR
 BA0456'0.9 MILE, PASS DIRT RESERVOIR AND SMALL SHED, CONTINUE
 BA0456'AHEAD ON OLD ROAD 0.6 MILE, TURN SHARP RIGHT, W, CROSS
 BA0456'COUNTRY 0.2 MILE, BEAR RIGHT ALONG STOCK TRAIL UP SIDE
 BA0456'HILL 0.1 MILE TO THE TOP OF THE FIRST ROCKY BENCH,
 BA0456'CONTINUE 0.1 MILE, TURN LEFT 0.05 MILE TO THE CREST OF THE
 BA0456'MESA, TURN LEFT, SE, AND GO 0.45 MILE TO THE EDGE OF THE
 BA0456'RIM AND THE STATION.
 BA0456'
 BA0456'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0870 ***********************************************************************
 BP0870  DESIGNATION -  RIM
 BP0870  PID         -  BP0870
 BP0870  STATE/COUNTY-  TX/PECOS
 BP0870  USGS QUAD   -  SIERRA MADERA NW (1980)
 BP0870
 BP0870                         *CURRENT SURVEY CONTROL
 BP0870  ___________________________________________________________________
 BP0870* NAD 83(1993)-  30 43 19.50933(N)    102 54 36.03618(W)     ADJUSTED  
 BP0870* NAVD 88     -      1136.     (meters)    3727.     (feet)  SCALED    
 BP0870  ___________________________________________________________________
 BP0870  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 BP0870  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 BP0870
 BP0870  HORZ ORDER  -  THIRD
 BP0870
 BP0870.The horizontal coordinates were established by classical geodetic methods
 BP0870.and adjusted by the National Geodetic Survey in February 1996..
 BP0870
 BP0870.The orthometric height was scaled from a topographic map.
 BP0870
 BP0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0870
 BP0870.The geoid height was determined by GEOID03.
 BP0870
 BP0870;                    North         East     Units Scale Factor Converg.
 BP0870;SPC TX C     - 3,119,856.408   453,253.953   MT  0.99989355   -1 19 37.7
 BP0870;SPC TX C     -10,235,728.90  1,487,050.68   sFT  0.99989355   -1 19 37.7
 BP0870;UTM  13      - 3,400,667.906   700,120.772   MT  1.00009405   +1 04 05.1
 BP0870
 BP0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0870!SPC TX C     -   0.99982522  x   0.99989355  =   0.99971879
 BP0870!UTM  13      -   0.99982522  x   1.00009405  =   0.99991925
 BP0870
 BP0870:                Primary Azimuth Mark                     Grid Az
 BP0870:SPC TX C     -  ANTELOPE                                 166 21 24.0
 BP0870:UTM  13      -  ANTELOPE                                 163 57 41.2
 BP0870
 BP0870|---------------------------------------------------------------------|
 BP0870| PID    Reference Object                     Distance      Geod. Az  |
 BP0870|                                                           dddmmss.s |
 BP0870| BP0869 ANTELOPE                            APPROX. 8.4 KM 1650146.3 |
 BP0870|---------------------------------------------------------------------|
 BP0870
 BP0870                          SUPERSEDED SURVEY CONTROL
 BP0870
 BP0870  NAD 83(1986)-  30 43 19.50025(N)    102 54 36.03729(W) AD(       ) 3
 BP0870  NAD 27      -  30 43 18.91800(N)    102 54 34.46200(W) AD(       ) 3
 BP0870
 BP0870.Superseded values are not recommended for survey control.
 BP0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0870.See file dsdata.txt to determine how the superseded data were derived.
 BP0870
 BP0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0012100668(NAD 83)
 BP0870_MARKER: DD = SURVEY DISK
 BP0870_SETTING: 66 = SET IN ROCK OUTCROP
 BP0870_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 BP0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0870+STABILITY: POSITION/ELEVATION WELL
 BP0870
 BP0870  HISTORY     - Date     Condition        Report By
 BP0870  HISTORY     - 1965     MONUMENTED       USGS
 BP0870
 BP0870                          STATION DESCRIPTION
 BP0870
 BP0870'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BP0870'LOCATED 11 MI. S. OF FORT STOCKTON, 0.9 MI. E. OF THE MARATHON RD.,
 BP0870'AT THE S. TIP OF A PROMINIENT MESA.
 BP0870'
 BP0870'TO REACH FROM THE COURTHOUSE IN FORT STOCKTON, DRIVE W. 0.7 MI. TO THE
 BP0870'MARATHON RD. TURN LEFT AND GO 9.4 MI. S. ALONG MARATHON RD. TO BOARD
 BP0870'GATE IN E. RIGHT OF WAY FENCE, PASS THROUGH GATE AND CONTINUE E. ON
 BP0870'TRACK RD. FOR 0.8 MI. TO RD. FORK, TURN RIGHT AND GO 1.1 MI. S. TO
 BP0870'WHERE THE S. END OF MESA APPEARS TO W., LEAVE TRACK RD. AND DRIVE
 BP0870'CROSS COUNTRY W., FOR 0.2 MI. TO BASE OF MESA AND END OF TRUCK TRAVEL,
 BP0870'PACK 3 MINUTES TO S. TIP OF MESA AND STATION.
 BP0870'
 BP0870'STATION MARK - STANDARD TABLET, STAMPED ---RIM 1965---, CEMENTED IN
 BP0870'DRILL HOLE IN LIMESTONE BEDROCK.
 BP0870'
 BP0870'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE ON
 BP0870'TOP OF ROCK LEDGE, 15.67 FT. FROM STATION, S 63 DEG 54 MIN W.
 BP0870'
 BP0870'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0996 ***********************************************************************
 CD0996  DESIGNATION -  RIM
 CD0996  PID         -  CD0996
 CD0996  STATE/COUNTY-  TX/CULBERSON
 CD0996  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0996
 CD0996                         *CURRENT SURVEY CONTROL
 CD0996  ___________________________________________________________________
 CD0996* NAD 83(1993)-  31 45 29.86256(N)    104 46 15.35665(W)     ADJUSTED  
 CD0996* NAVD 88     -      1718.     (meters)    5636.     (feet)  SCALED    
 CD0996  ___________________________________________________________________
 CD0996  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CD0996  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0996
 CD0996  HORZ ORDER  -  THIRD
 CD0996
 CD0996.The horizontal coordinates were established by classical geodetic methods
 CD0996.and adjusted by the National Geodetic Survey in February 1996..
 CD0996
 CD0996.The orthometric height was scaled from a topographic map.
 CD0996
 CD0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0996
 CD0996.The geoid height was determined by GEOID03.
 CD0996
 CD0996;                    North         East     Units Scale Factor Converg.
 CD0996;SPC TX C     - 3,240,260.064   279,705.648   MT  0.99996880   -2 17 08.2
 CD0996;SPC TX C     -10,630,753.23    917,667.61   sFT  0.99996880   -2 17 08.2
 CD0996;UTM  13      - 3,513,667.870   521,693.252   MT  0.99960580   +0 07 14.0
 CD0996
 CD0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0996!SPC TX C     -   0.99973399  x   0.99996880  =   0.99970280
 CD0996!UTM  13      -   0.99973399  x   0.99960580  =   0.99933990
 CD0996
 CD0996:                Primary Azimuth Mark                     Grid Az
 CD0996:SPC TX C     -  R=JUNCTION                               282 37 04.0
 CD0996:UTM  13      -  R=JUNCTION                               280 12 41.8
 CD0996
 CD0996|---------------------------------------------------------------------|
 CD0996| PID    Reference Object                     Distance      Geod. Az  |
 CD0996|                                                           dddmmss.s |
 CD0996| CD0296 R=JUNCTION                          APPROX. 7.9 KM 2801955.8 |
 CD0996|---------------------------------------------------------------------|
 CD0996
 CD0996                          SUPERSEDED SURVEY CONTROL
 CD0996
 CD0996  NAD 83(1993)-  31 45 29.86363(N)    104 46 15.35561(W) AD(       ) 3
 CD0996  NAD 83(1986)-  31 45 29.86370(N)    104 46 15.35527(W) AD(       ) 3
 CD0996  NAD 27      -  31 45 29.43918(N)    104 46 13.55754(W) AD(       ) 3
 CD0996
 CD0996.Superseded values are not recommended for survey control.
 CD0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0996.See file dsdata.txt to determine how the superseded data were derived.
 CD0996
 CD0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER2169313668(NAD 83)
 CD0996_MARKER: DD = SURVEY DISK
 CD0996_SETTING: 66 = SET IN ROCK OUTCROP
 CD0996_SP_SET: SET IN ROCK OUTCROP
 CD0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0996+STABILITY: POSITION/ELEVATION WELL
 CD0996
 CD0996  HISTORY     - Date     Condition        Report By
 CD0996  HISTORY     - 1932     MONUMENTED       USGS
 CD0996
 CD0996                          STATION DESCRIPTION
 CD0996
 CD0996'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CD0996'ON RIM OF DELAWARE MOUNTAINS, ABOUT 10 MI. S. AND 4 MI. E. FROM PINE
 CD0996'SPRINGS INN.  NEAR S. CORNER OF BLOCK 64, T. 2 AND BLOCK 65 T. 2.
 CD0996'STATION IS NEAR N. END OF A FLAT-TOPPED HILL WHICH BREAKS ABRUPTLY
 CD0996'OVER THE RIM TO THE SW.  HIGHEST POINT OF HILL IS ABOUT 500 FT. SE.
 CD0996'STATION IS BEST REACHED BY AUTO FROM CARLSBAD - EL PASO RAILWAY BY WAY
 CD0996'OF GUADALUPE PUMP STATION RD. WHICH LEAVES HIGHWAY 2.3 MI. S. OF PINE
 CD0996'SPRINGS.  FOLLOW RD. 8.5 MI. AND JUST AFTER CROSSING A BRANCH OF THE
 CD0996'DELAWARE RIVER TURN S. ON RANCH RD. WHICH RUNS BY THE D RANCH S.
 CD0996'WELLS.  CONTINUE ON RD. SW. 9.4 MI. FROM THE GUADALUPE PUMP STATION
 CD0996'ROAD, AT WHICH POINT A DIM RD. TURNS W. TO RIM OF MOUNTAIN.  THE
 CD0996'STATION IS NEAR THE POINT WHERE THIS RD. REACHES THE RIM.
 CD0996'
 CD0996'STATION MARK--STANDARD TABLET CEMENTED IN A ROCK 27 IN. X 7 IN. X 8
 CD0996'IN. SET NEARLY FLUSH WITH THE GROUND, STAMPED ---RIM R 1932---.
 CD0996'
 CD0996'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN
 CD0996'ROCK, 19.50 FT. FROM THE STATION, S 89 DEG 10 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0191 ***********************************************************************
 BQ0191  DESIGNATION -  RIM RM 1
 BQ0191  PID         -  BQ0191
 BQ0191  STATE/COUNTY-  TX/PRESIDIO
 BQ0191  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0191
 BQ0191                         *CURRENT SURVEY CONTROL
 BQ0191  ___________________________________________________________________
 BQ0191* NAD 83(1986)-  30 13 23.     (N)    104 34 34.     (W)     SCALED    
 BQ0191* NAVD 88     -      1314.730  (meters)    4313.41   (feet)  POSTED    
 BQ0191  ___________________________________________________________________
 BQ0191  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BQ0191  DYNAMIC HT  -        1312.560 (meters)    4306.29  (feet)  COMP
 BQ0191  MODELED GRAV-     978,943.5   (mgal)                       NAVD 88
 BQ0191
 BQ0191  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BQ0191
 BQ0191.The horizontal coordinates were scaled from a topographic map and have
 BQ0191.an estimated accuracy of +/- 6 seconds.
 BQ0191
 BQ0191.The orthometric height was determined by differential leveling
 BQ0191.and adjusted by the National Geodetic Survey in 1992..
 BQ0191.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BQ0191.rate of 0.0 thru 1.0 mm/km.
 BQ0191
 BQ0191.The geoid height was determined by GEOID03.
 BQ0191
 BQ0191.The dynamic height is computed by dividing the NAVD 88
 BQ0191.geopotential number by the normal gravity value computed on the
 BQ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0191.degrees latitude (g = 980.6199 gals.).
 BQ0191
 BQ0191.The modeled gravity was interpolated from observed gravity values.
 BQ0191
 BQ0191;                    North         East    Units  Estimated Accuracy
 BQ0191;SPC TXSC     - 4,277,650.       63,400.      MT  (+/- 180 meters Scaled)
 BQ0191
 BQ0191                          SUPERSEDED SURVEY CONTROL
 BQ0191
 BQ0191  NGVD 29 (??/??/92) 1314.192  (m)         4311.64   (f) ADJ UNCH    2 0
 BQ0191
 BQ0191.Superseded values are not recommended for survey control.
 BQ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0191.See file dsdata.txt to determine how the superseded data were derived.
 BQ0191
 BQ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP407435(NAD 83)
 BQ0191_MARKER: DR = REFERENCE MARK DISK
 BQ0191_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0191_SP_SET: FLAT ROCK
 BQ0191_STAMPING: RIM NO 1 1934
 BQ0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0191+STABILITY: POSITION/ELEVATION WELL
 BQ0191
 BQ0191  HISTORY     - Date     Condition        Report By
 BQ0191  HISTORY     - 1934     MONUMENTED       CGS
 BQ0191  HISTORY     - 1943     GOOD             NGS
 BQ0191
 BQ0191                          STATION DESCRIPTION
 BQ0191
 BQ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BQ0191'12.5 MI NW FROM CANDELARIA.
 BQ0191'THIS MARK IS 12.5 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0191'THE POST OFFICE AT CANDELARIA, PRESIDIO COUNTY, 30.1 MILES SOUTH OF
 BQ0191'VALENTINE, 225.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, WHERE THE
 BQ0191'ROAD CROSSES THE RIM AND ON THE FIRST POINT HIGH POINT SOUTH OF THE
 BQ0191'ROAD, THE POINT OF THE RIM ON WHICH THE REFERENCE MARK IS LOCATED IS
 BQ0191'EASILY IDENTIFIED AS THE ROAD PASSES THROUGH A NARROW GAP AND THEN
 BQ0191'WINDS DOWN A STEEP SLOPE TO THE VALLEY, IT IS A LITTLE NORTH OF THE
 BQ0191'STATION, SET IN A FLAT ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0189 ***********************************************************************
 BQ0189  DESIGNATION -  RIM RM 2
 BQ0189  PID         -  BQ0189
 BQ0189  STATE/COUNTY-  TX/PRESIDIO
 BQ0189  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0189
 BQ0189                         *CURRENT SURVEY CONTROL
 BQ0189  ___________________________________________________________________
 BQ0189* NAD 83(1986)-  30 13 23.     (N)    104 34 34.     (W)     SCALED    
 BQ0189* NAVD 88     -      1313.677  (meters)    4309.96   (feet)  POSTED    
 BQ0189  ___________________________________________________________________
 BQ0189  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BQ0189  DYNAMIC HT  -        1311.510 (meters)    4302.85  (feet)  COMP
 BQ0189  MODELED GRAV-     978,943.5   (mgal)                       NAVD 88
 BQ0189
 BQ0189  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0189
 BQ0189.The horizontal coordinates were scaled from a topographic map and have
 BQ0189.an estimated accuracy of +/- 6 seconds.
 BQ0189
 BQ0189.The orthometric height was determined by differential leveling
 BQ0189.and adjusted by the National Geodetic Survey in 1992..
 BQ0189.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0189.rate of 1.1 thru 2.0 mm/km.
 BQ0189
 BQ0189.The geoid height was determined by GEOID03.
 BQ0189
 BQ0189.The dynamic height is computed by dividing the NAVD 88
 BQ0189.geopotential number by the normal gravity value computed on the
 BQ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0189.degrees latitude (g = 980.6199 gals.).
 BQ0189
 BQ0189.The modeled gravity was interpolated from observed gravity values.
 BQ0189
 BQ0189;                    North         East    Units  Estimated Accuracy
 BQ0189;SPC TXSC     - 4,277,650.       63,400.      MT  (+/- 180 meters Scaled)
 BQ0189
 BQ0189                          SUPERSEDED SURVEY CONTROL
 BQ0189
 BQ0189  NGVD 29 (??/??/92) 1313.138  (m)         4308.19   (f) ADJ UNCH    2 0
 BQ0189
 BQ0189.Superseded values are not recommended for survey control.
 BQ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0189.See file dsdata.txt to determine how the superseded data were derived.
 BQ0189
 BQ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP407435(NAD 83)
 BQ0189_MARKER: DR = REFERENCE MARK DISK
 BQ0189_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0189_SP_SET: FLAT ROCK
 BQ0189_STAMPING: RIM NO. 2 1934
 BQ0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0189+STABILITY: POSITION/ELEVATION WELL
 BQ0189
 BQ0189  HISTORY     - Date     Condition        Report By
 BQ0189  HISTORY     - 1934     MONUMENTED       CGS
 BQ0189  HISTORY     - 1943     GOOD             NGS
 BQ0189
 BQ0189                          STATION DESCRIPTION
 BQ0189
 BQ0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BQ0189'12.5 MI NW FROM CANDELARIA.
 BQ0189'THIS MARK IS 12.5 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0189'THE POST OFFICE AT CANDELARIA, 30.1 MILES SOUTH OF VALENTINE, 225.0
 BQ0189'FEET SOUTH OF THE CENTERLINE OF THE ROAD, WHERE THE ROAD CROSSES THE
 BQ0189'RIM AND ON THE FIRST HIGH POINT SOUTH OF THE ROAD, THE POINT OF THE
 BQ0189'RIM ON WHICH THE REFERENCE MARK IS LOCATED IS EASILY IDENTIFIED AS THE
 BQ0189'ROAD PASSES THROUGH A NARROW GAP AND THEN WINDS DOWN A VERY STEEP
 BQ0189'SLOPE TO THE VALLEY, IT IS SOUTHEAST OF THE STATION AND 35.0 FEET EAST
 BQ0189'OF THE EDGE OF THE RIM, SET IN THE TOP OF A FLAT ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0750 ***********************************************************************
 EN0750  DESIGNATION -  RING
 EN0750  PID         -  EN0750
 EN0750  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0750  USGS QUAD   -  MC KNIGHT (1982)
 EN0750
 EN0750                         *CURRENT SURVEY CONTROL
 EN0750  ___________________________________________________________________
 EN0750* NAD 83(1993)-  34 55 03.81389(N)    100 31 37.05639(W)     ADJUSTED  
 EN0750* NAVD 88     -       751.80   (+/-2cm)    2466.5    (feet)  VERTCON   
 EN0750  ___________________________________________________________________
 EN0750  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EN0750  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EN0750
 EN0750  HORZ ORDER  -  THIRD
 EN0750  VERT ORDER  -  THIRD ? (See Below)
 EN0750
 EN0750.The horizontal coordinates were established by classical geodetic methods
 EN0750.and adjusted by the National Geodetic Survey in February 1996..
 EN0750
 EN0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0750.The vertical order pertains to the NGVD 29 superseded value.
 EN0750
 EN0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0750
 EN0750.The geoid height was determined by GEOID03.
 EN0750
 EN0750;                    North         East     Units Scale Factor Converg.
 EN0750;SPC TX N     - 1,102,247.679   288,909.855   MT  0.99994873   +0 33 50.1
 EN0750;SPC TX N     - 3,616,290.93    947,865.08   sFT  0.99994873   +0 33 50.1
 EN0750;UTM  14      - 3,864,983.296   360,517.299   MT  0.99983979   -0 52 27.0
 EN0750
 EN0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0750!SPC TX N     -   0.99988625  x   0.99994873  =   0.99983499
 EN0750!UTM  14      -   0.99988625  x   0.99983979  =   0.99972606
 EN0750
 EN0750|---------------------------------------------------------------------|
 EN0750| PID    Reference Object                     Distance      Geod. Az  |
 EN0750|                                                           dddmmss.s |
 EN0750| CX8087 RING RM 3                            12.017 METERS 05833     |
 EN0750| CX8085 RING RM 1                             8.511 METERS 06655     |
 EN0750| CX8086 RING RM 2                             6.791 METERS 23709     |
 EN0750| CX8084 RING AZ MK                                         2390252.3 |
 EN0750|---------------------------------------------------------------------|
 EN0750
 EN0750                          SUPERSEDED SURVEY CONTROL
 EN0750
 EN0750  NAD 83(1993)-  34 55 03.81547(N)    100 31 37.05559(W) AD(       ) 3
 EN0750  NAD 83(1986)-  34 55 03.81676(N)    100 31 37.05009(W) AD(       ) 3
 EN0750  NAD 27      -  34 55 03.63100(N)    100 31 35.58700(W) AD(       ) 3
 EN0750  NGVD 29 (07/19/86)  751.47   (m)         2465.4    (f) LEVELING    3  
 EN0750
 EN0750.Superseded values are not recommended for survey control.
 EN0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0750.See file dsdata.txt to determine how the superseded data were derived.
 EN0750
 EN0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6051764983(NAD 83)
 EN0750_MARKER: DS = TRIANGULATION STATION DISK
 EN0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0750+STABILITY: SURFACE MOTION
 EN0750
 EN0750  HISTORY     - Date     Condition        Report By
 EN0750  HISTORY     - 1951     MONUMENTED       CGS
 EN0750  HISTORY     - 1962     GOOD             USGS
 EN0750  HISTORY     - 1963     GOOD             CGS
 EN0750  HISTORY     - 1966     GOOD             CGS
 EN0750
 EN0750                          STATION DESCRIPTION
 EN0750
 EN0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0750'THE STATION IS LOCATED ABOUT 8.5 MILES AIR LINE EAST-NORTHEAST
 EN0750'OF HEDLEY.  7.5 MILES WEST OF QUAIL.  0.85 MILE EAST-NORTHEAST
 EN0750'OF THE DONLEY-COLLINGSWORTH COUNTY LINE.  ON THE NORTH RIGHT-OF-WAY
 EN0750'OF STATE HIGHWAY 203 AND WHERE A POWER LINE CROSSES THE HIGHWAY.
 EN0750'THE STATION MARK, STAMPED RING 1951, IS A BRONZE DISK SET IN A
 EN0750'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 56
 EN0750'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  35 FEET
 EN0750'SOUTHWEST OF A POWER POLE WITH A TRIANGLE BLAZE AND 5 FEET EAST
 EN0750'OF A WHITE WITNESS POST.
 EN0750'
 EN0750'REFERENCE MARK NO. 1, STAMPED RING NO 1 1951, IS A BRONZE DISK
 EN0750'SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 EN0750'IT IS 54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 5
 EN0750'FEET SOUTH OF THE FENCE LINE.
 EN0750'
 EN0750'REFERENCE MARK NO. 2, STAMPED RING NO 2 1951, IS A BRONZE
 EN0750'DISK SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 EN0750'GROUND AND IT IS 54 FEET NORTH OF THE CENTER LINE OF THE
 EN0750'HIGHWAY AND 5 FEET SOUTH OF THE FENCE LINE.
 EN0750'
 EN0750'THE AZIMUTH MARK, STAMPED RING 1951, IS A BRONZE DISK SET
 EN0750'IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 EN0750'IT IS 56 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 203.
 EN0750'4 FEET NORTH OF THE FENCE LINE AND 4 FEET EAST OF A WHITE
 EN0750'WITNESS POST.
 EN0750'
 EN0750'TO REACH THE STATION FROM THE HEDLEY POST OFFICE GO NORTHEAST
 EN0750'AND EAST ON STATE HIGHWAY 203 FOR 8.5 MILES TO THE TOP OF A
 EN0750'SMALL KNOLL AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EN0750'EASTERLY ON STATE HIGHWAY 203 FOR 0.25 MILE TO THE TOP OF A
 EN0750'HIGHER KNOLL AND THE STATION ON THE LEFT AT A POINT WHERE A
 EN0750'POWER LINE CROSSES THE HIGHWAY.
 EN0750
 EN0750                          STATION RECOVERY (1962)
 EN0750
 EN0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EN0750'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34100-4, STATION 1011.
 EN0750'
 EN0750'RECOVERED BY USGS IN 1962.
 EN0750'
 EN0750'STATION MARK--STANDARD USC AND GS BRONZE DISK STAMPED---RING 1951---,
 EN0750'SET IN A SQUARE CONCRETE POST, FLUSH WITH THE SURFACE.
 EN0750
 EN0750                          STATION RECOVERY (1963)
 EN0750
 EN0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FAK)
 EN0750'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO 2 WERE
 EN0750'RECOVERED IN GOOD CONDITION.
 EN0750'
 EN0750'REFERENCE MARK NO 1 HAS BEEN BROKEN OFF AT THE TOP OF THE
 EN0750'POST, THE DISK IS GONE.
 EN0750'
 EN0750'THE TO REACH WAS CHECKED AND FOUND TO BE ADEQUATE.
 EN0750
 EN0750                          STATION RECOVERY (1966)
 EN0750
 EN0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 EN0750'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 EN0750'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TO BE
 EN0750'DESTROYED.  ONE ADDITIONAL REFERENCE MARK 3 WAS ESTABLISHED
 EN0750'AT THIS DATE.  A STEEL WITNESS POST AND SIGN WAS SET AT THE
 EN0750'STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 EN0750'
 EN0750'THE STATION IS LOCATED ABOUT 8.5 MILES AIR LINE EAST-NORTHEAST
 EN0750'OF HADLEY, 7.5 MILES WEST OF QUAIL, 0.85 MILE EAST-NORTHEAST
 EN0750'OF THE DONLEY-COLLINGSWORTH COUNTY LINE AND IS ON THE NORTH
 EN0750'SIDE OF STATE HIGHWAY 203.
 EN0750'
 EN0750'THE STATION MARK IS A STANDARD DISK, STAMPED RING 1951 SET
 EN0750'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, THAT IS
 EN0750'FLUSH WITH THE GROUND SURFACE.  IT IS 3.6 FEET SOUTHEAST OF A
 EN0750'STEEL WITNESS POST AND SIGN, 55.5 FEET NORTH OF THE CENTER
 EN0750'LINE OF STATE HIGHWAY 203, 34.5 FEET SOUTHWEST OF A POWERLINE
 EN0750'POLE WITH A TRIANGLE BLAZE AND 3.2 FEET SOUTH OF NORTH
 EN0750'RIGHT-OF-WAY FENCE LINE.  THE MARK IS ABOUT 1 FOOT LOWER THEN
 EN0750'THE LEVEL OF STATE HIGHWAY 203.
 EN0750'
 EN0750'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED RING NO 2 1951
 EN0750'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, THAT
 EN0750'IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 54.0 FEET NORTH
 EN0750'OF THE CENTER LINE OF STATE HIGHWAY 203, 20.5 FEET WEST-SOUTHWEST
 EN0750'OF A STEEL WITNESS POST AND SIGN AND 5.0 FEET SOUTH OF NORTH
 EN0750'RIGHT-OF-WAY FENCE LINE.
 EN0750'
 EN0750'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED RING NO 3
 EN0750'1951 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT,
 EN0750'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 58.0
 EN0750'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 203, 24.5 FEET
 EN0750'SOUTHEAST OF A POWERLINE POLE WITH A TRIANGLE BLAZE AND 1.0
 EN0750'FOOT SOUTH OF NORTH RIGHT-OF-WAY FENCE LINE.
 EN0750'
 EN0750'AZIMUTH MARK IS A STANDARD DISK, STAMPED RING 1951 SET IN
 EN0750'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 EN0750'4 INCHES ABOVE THE GROUND SURFACE AND IS 5 FEET ABOVE THE
 EN0750'LEVEL OF STATE HIGHWAY 203.  IT IS 3.8 FEET EAST OF A 4 INCH
 EN0750'SQUARE WOODEN WITNESS POST, 3.9 FEET NORTH OF SOUTH RIGHT-OF-WAY
 EN0750'FENCE LINE AND 56.0 FEET SOUTH OF THE CENTER LINE OF STATE
 EN0750'HIGHWAY 203.  IT IS 0.4 MILE WEST-SOUTHWEST OF THE STATION.
 EN0750'
 EN0750'TO REACH THE STATION FROM THE JUNCTION OF F.M. ROAD 338 AND
 EN0750'U.S. HIGHWAY 83 IN WELLINGTON, GO NORTH ON U.S. HIGHWAY 83
 EN0750'FOR 2.9 MILES TO STATE HIGHWAY 203, TURN LEFT, AS PER SIGN
 EN0750'HEDLEY 27 AND FOLLOW STATE HIGHWAY 203 FOR 11.25 MILES TO
 EN0750'THE CROSSROADS AT QUAIL VILLAGE, THENCE CONTINUE WEST ON STATE
 EN0750'HIGHWAY 203 FOR 7.6 MILES TO THE STATION ON THE RIGHT.  TO
 EN0750'REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON THE
 EN0750'HIGHWAY 0.4 MILE TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1613 ***********************************************************************
 AE1613  DESIGNATION -  RINGGOLD
 AE1613  PID         -  AE1613
 AE1613  STATE/COUNTY-  TX/STARR
 AE1613  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1613
 AE1613                         *CURRENT SURVEY CONTROL
 AE1613  ___________________________________________________________________
 AE1613* NAD 83(1993)-  26 22 32.09224(N)    098 53 30.59034(W)     ADJUSTED  
 AE1613* NAVD 88     -        53.88   (+/-2cm)     176.8    (feet)  VERTCON   
 AE1613  ___________________________________________________________________
 AE1613  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 AE1613  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AE1613
 AE1613  HORZ ORDER  -  FIRST
 AE1613  VERT ORDER  -  THIRD ? (See Below)
 AE1613
 AE1613.The horizontal coordinates were established by classical geodetic methods
 AE1613.and adjusted by the National Geodetic Survey in February 1996..
 AE1613
 AE1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1613.The vertical order pertains to the NGVD 29 superseded value.
 AE1613
 AE1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1613
 AE1613.The geoid height was determined by GEOID03.
 AE1613
 AE1613;                    North         East     Units Scale Factor Converg.
 AE1613;SPC TX S     - 5,078,603.777   260,898.258   MT  0.99995395   -0 10 40.4
 AE1613;SPC TX S     -16,662,052.56    855,963.70   sFT  0.99995395   -0 10 40.4
 AE1613;UTM  14      - 2,917,282.688   510,790.685   MT  0.99960144   +0 02 53.0
 AE1613
 AE1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1613!SPC TX S     -   0.99999522  x   0.99995395  =   0.99994917
 AE1613!UTM  14      -   0.99999522  x   0.99960144  =   0.99959666
 AE1613
 AE1613:                Primary Azimuth Mark                     Grid Az
 AE1613:SPC TX S     -  RIOGRANDE STARR CO CTHSE DOME            084 45 03.0
 AE1613:UTM  14      -  RIOGRANDE STARR CO CTHSE DOME            084 31 29.6
 AE1613
 AE1613|---------------------------------------------------------------------|
 AE1613| PID    Reference Object                     Distance      Geod. Az  |
 AE1613|                                                           dddmmss.s |
 AE1613| AE1606 RIOGRANDE STARR CO CTHSE DOME       APPROX. 7.2 KM 0843422.6 |
 AE1613| AE1605 RIOGRANDE CATH CH STEEPLE           APPROX. 7.2 KM 0851416.0 |
 AE1613| AE1607 RIOGRANDE METHODIST CHURCH STEEPLE  APPROX. 7.5 KM 0861015.7 |
 AE1613| AE1610 RIOGRANDE STANDPIPE                 APPROX. 7.9 KM 0902657.0 |
 AE1613| CV2901 RINGGOLD RM                          30.740 METERS 27556     |
 AE1613| AE1660 ROMA CATHOLIC CHURCH SPIRE          APPROX.13.0 KM 2851419.5 |
 AE1613|---------------------------------------------------------------------|
 AE1613
 AE1613                          SUPERSEDED SURVEY CONTROL
 AE1613
 AE1613  NAD 83(1986)-  26 22 32.09363(N)    098 53 30.54832(W) AD(       ) 1
 AE1613  NAD 27      -  26 22 30.85629(N)    098 53 29.44577(W) AD(       ) 1
 AE1613  NGVD 29 (07/19/86)   53.93   (m)          176.9    (f) LEVELING    3  
 AE1613
 AE1613.Superseded values are not recommended for survey control.
 AE1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1613.See file dsdata.txt to determine how the superseded data were derived.
 AE1613
 AE1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1079117283(NAD 83)
 AE1613_MARKER: DS = TRIANGULATION STATION DISK
 AE1613_SETTING: 0 = UNSPECIFIED SETTING
 AE1613
 AE1613  HISTORY     - Date     Condition        Report By
 AE1613  HISTORY     - 1917     MONUMENTED       CGS
 AE1613  HISTORY     - 1927     SEE DESCRIPTION  CGS
 AE1613  HISTORY     - 1932     SEE DESCRIPTION  CGS
 AE1613  HISTORY     - 1969     MARK NOT FOUND   CGS
 AE1613
 AE1613                          STATION DESCRIPTION
 AE1613
 AE1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1613'STATION IS ABOUT 5 MILES W OF RIOGRANDE, 1/3 MILE S OF THE
 AE1613'MILITARY WAGON ROAD AND 4-1/2 METERS (15 FEET) W OF THE
 AE1613'E FENCE OF A WIDE ROAD LEADING FROM THE MILITARY ROAD TO
 AE1613'THE RIVER.  THE SE CORNER OF A MEXICAN HUT IS 72 METERS
 AE1613'(236 FEET) FROM THE STATION N 28 DEG 47 MIN W.
 AE1613'
 AE1613'SURFACE MARK IS A STANDARD BRONZE DISK SET IN BLOCK OF CONCRETE.
 AE1613'
 AE1613'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1613'
 AE1613'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1613'CONCRETE, 30.740 METERS (100.85 FEET) FROM THE STATION
 AE1613'N 84 DEG 04 MIN W.
 AE1613'
 AE1613'ELEVATION OF STATION, 53.93 METERS (176.9 FEET).
 AE1613
 AE1613                          STATION RECOVERY (1927)
 AE1613
 AE1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 AE1613'THE STATION WAS RECOVERED. THE DISK HAD BEEN REMOVED
 AE1613'FROM THE CONCRETE.  REFERENCE MARK NOT FOUND.
 AE1613
 AE1613                          STATION RECOVERY (1932)
 AE1613
 AE1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AE1613'IT WAS REPORTED THAT THE STATION MARK HAD BEEN
 AE1613'DESTROYED BY ROAD GRADING.  REFERENCE MARK RECOVERED IN W FENCE
 AE1613'LINE OF THE ROAD.
 AE1613
 AE1613                          STATION RECOVERY (1969)
 AE1613
 AE1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE1613'THE STATION SITE WAS VISITED BUT NO TRACE OF THE STATION
 AE1613'MARK OR REFERENCE MARK COULD BE FOUND.  THE EAST SIDE OF THE
 AE1613'ROAD IS UNDER CULTIVATION AND THERE ARE SILOS ON THE WEST
 AE1613'SIDE OF THE ROAD.  THIS STATION SHOULD BE CONSIDERED AS
 AE1613'LOST.
 AE1613'
 AE1613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 AE1613'WEST OF RIO GRANDE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1623 ***********************************************************************
 AB1623  DESIGNATION -  RIO
 AB1623  PID         -  AB1623
 AB1623  STATE/COUNTY-  TX/HIDALGO
 AB1623  USGS QUAD   -  PROGRESO (1970)
 AB1623
 AB1623                         *CURRENT SURVEY CONTROL
 AB1623  ___________________________________________________________________
 AB1623* NAD 83(1993)-  26 04 26.21297(N)    097 56 44.85715(W)     ADJUSTED  
 AB1623* NAVD 88     -        22.     (meters)      72.     (feet)  VERTCON   
 AB1623  ___________________________________________________________________
 AB1623  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AB1623  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AB1623
 AB1623  HORZ ORDER  -  FIRST
 AB1623
 AB1623.The horizontal coordinates were established by classical geodetic methods
 AB1623.and adjusted by the National Geodetic Survey in February 1996..
 AB1623
 AB1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1623
 AB1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1623
 AB1623.The geoid height was determined by GEOID03.
 AB1623
 AB1623;                    North         East     Units Scale Factor Converg.
 AB1623;SPC TX S     - 5,045,246.896   355,452.277   MT  1.00002465   +0 15 05.8
 AB1623;SPC TX S     -16,552,614.19  1,166,179.68   sFT  1.00002465   +0 15 05.8
 AB1623;UTM  14      - 2,884,299.543   605,440.049   MT  0.99973727   +0 27 48.2
 AB1623
 AB1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1623!SPC TX S     -   1.00000021  x   1.00002465  =   1.00002486
 AB1623!UTM  14      -   1.00000021  x   0.99973727  =   0.99973748
 AB1623
 AB1623:                Primary Azimuth Mark                     Grid Az
 AB1623:SPC TX S     -  MERCEDES WEST CHURCH                     016 37 24.5
 AB1623:UTM  14      -  MERCEDES WEST CHURCH                     016 24 42.1
 AB1623
 AB1623|---------------------------------------------------------------------|
 AB1623| PID    Reference Object                     Distance      Geod. Az  |
 AB1623|                                                           dddmmss.s |
 AB1623| AB1633 MERCEDES WEST CHURCH                APPROX. 9.1 KM 0165230.3 |
 AB1623| AB1634 MERCEDES MAGIC VALLEY ELEC RAD      APPROX. 9.3 KM 0213214.7 |
 AB1623| CV2904 RIO RM 2                             22.000 METERS 02158     |
 AB1623| AB1637 MERCEDES EAST CHURCH                APPROX. 9.0 KM 0223319.5 |
 AB1623| AB1638 MERCEDES STANDPIPE                  APPROX. 9.0 KM 0230821.2 |
 AB1623| AB1624 MERCEDES CANAL PUMP IRON STK        APPROX. 5.4 KM 1012948.7 |
 AB1623| CV2902 RIO AZ MK                                          1724146.2 |
 AB1623| AB1631 TOM                                 350.266 METERS 17245     |
 AB1623| AB1622 US MEX BDRY MON 28 1913             358.971 METERS 17256     |
 AB1623| CV2903 RIO RM                               42.610 METERS 17406     |
 AB1623| AB1621 PROGRESSO CHURCH STEEPLE            379.913 METERS 17825     |
 AB1623| CV2905 RIO RM 3                              7.403 METERS 26729     |
 AB1623| AB1630 RIO RM 4                             63.040 METERS 29441     |
 AB1623| CV2906 RIO RM 5                                           30234     |
 AB1623| AE1477 DONNA STANDPIPE                     APPROX.14.8 KM 3150337.2 |
 AB1623| AB1632 WESLACO STA KRGV RAD ANTENNA        APPROX.10.7 KM 3314047.8 |
 AB1623| AB1636 WESLACO MUNICIPAL TANK              APPROX.10.7 KM 3353053.9 |
 AB1623|---------------------------------------------------------------------|
 AB1623
 AB1623                          SUPERSEDED SURVEY CONTROL
 AB1623
 AB1623  NAD 83(1986)-  26 04 26.21972(N)    097 56 44.81953(W) AD(       ) 1
 AB1623  NAD 27      -  26 04 24.94069(N)    097 56 43.80768(W) AD(       ) 1
 AB1623  NGVD 29 (07/19/86)   22.     (m)           72.     (f) VERT ANG       
 AB1623
 AB1623.Superseded values are not recommended for survey control.
 AB1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1623.See file dsdata.txt to determine how the superseded data were derived.
 AB1623
 AB1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP0544084300(NAD 83)
 AB1623_MARKER: DS = TRIANGULATION STATION DISK
 AB1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1623
 AB1623  HISTORY     - Date     Condition        Report By
 AB1623  HISTORY     - 1913     MONUMENTED       CGS
 AB1623  HISTORY     - 1936     GOOD             TXRD
 AB1623  HISTORY     - 1947     GOOD             CGS
 AB1623  HISTORY     - 1949     GOOD             TXHD
 AB1623  HISTORY     - 1953     GOOD             USGS
 AB1623  HISTORY     - 1974     GOOD             NGS
 AB1623
 AB1623                          STATION DESCRIPTION
 AB1623
 AB1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1623'STATION IS ABOUT 40 METERS (131 FEET) S OF THE OLD MILITARY
 AB1623'ROAD IN AN OPEN SPACE DIRECTLY IN FRONT OF PROGRESSO VILLAGE.
 AB1623'
 AB1623'SURFACE, UNDEGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1623'DISKS SET IN CONCRETE.
 AB1623'
 AB1623'REFERNCE MARK IS SET IN THE FENCE LINE, 1 METER (3 FEET) E
 AB1623'OF THE GATE ON THE ROAD LEADING FROM THE MAIN ROAD TO PROGRESSO
 AB1623'POST OFFICE AND CHURCH, AT THE SAME ELEVATION AS THE STATION,
 AB1623'AND 42.61 METERS (139.8 FEET) THEREFROM S 05 DEG 52 MIN E.
 AB1623'
 AB1623'AZIMUTH FROM STATION TO PROGRESSO CHURCH STEEPLE, ABOUT 1/4
 AB1623'MILE DISTANT.  IN 1917, RIO 1913
 AB1623'WAS STENCILED ON THE METAL STATION AND REFERENCE MARKS.
 AB1623'
 AB1623'ELEVATION OF STATION, 24.2 METERS (79 FEET).
 AB1623
 AB1623                          STATION RECOVERY (1936)
 AB1623
 AB1623'RECOVERY NOTE BY TEXAS RECLAMATION DEPARTMENT 1936
 AB1623'STATION RECOVERED.  STATION AND REFERENCE MARKS FOUND IN GOOD
 AB1623'CONDITION.
 AB1623'
 AB1623'STATION IS ABOUT 131 FEET S OF OLD MILITARY ROAD AND IN
 AB1623'CENTER LINE OF N-S ROAD LEADING TO PROGRESSO VILLAGE.
 AB1623
 AB1623                          STATION RECOVERY (1947)
 AB1623
 AB1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1623'STATION WAS RECOVERED AS DESCRIBED, BUT THE REFERENCE MARK
 AB1623'HAD BEEN DESTROYED.  AN AZIMUTH MARK AND TWO REFERENCE MARKS
 AB1623'WERE ESTABLISHED BY THIS PARTY.  A COMPLETE NEW DESCRIPTION
 AB1623'FOLLOWS--
 AB1623'
 AB1623'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH SOUTH-WEST OF MERCEDES
 AB1623'AND 1-1/2 MILES SOUTH-EAST OF PROGRESSO.  IT IS IN A DIRT ROAD,
 AB1623'6 FEET WEST OF THE APPROXIMATE CENTER, AND 100 FEET SOUTH
 AB1623'OF A T INTERSECTION.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 AB1623'RIO 1913.
 AB1623'
 AB1623'REFERENCE MARK NO. 2 IS 72.18 FEET NORTH OF THE STATION.
 AB1623'IT IS 22 FEET EAST OF THE CENTER OF A DIRT ROAD.  THE MARK
 AB1623'IS FLUSH AND THE DISK IS STAMPED RIO NO 2 1913.
 AB1623'
 AB1623'REFERENCE MARK NO. 3 IS 24.29 FEET WEST OF THE STATION.  IT
 AB1623'IS 28 FEET WEST OF THE CENTER OF A DIRT ROAD.  THE MARK PROJECTS
 AB1623'3 INCHES AND THE DISK IS STAMPED RIO NO 3 1913.
 AB1623'
 AB1623'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS 2 FEET
 AB1623'NORTH OF A FENCE-LINE, 3 FEET EAST OF A WHITE WITNESS POST
 AB1623'AND 8 FEET WEST OF A FENCE CORNER.  THE MARK PROJECTS 4
 AB1623'INCHES AND THE DISK IS STAMPED RIO 1913.
 AB1623'
 AB1623'TO REACH THE STATION FROM THE RAILROAD CROSSING IN PROGRESSO,
 AB1623'GO SOUTH ON PAVED ROAD FOR 0.95 MILE TO A CROSSROADS, TURN
 AB1623'LEFT AND GO EAST ON DIRT ROAD FOR 0.8 MILE TO A T ROAD RIGHT
 AB1623'AND THE STATION ON THE RIGHT AS DESCRIBED.
 AB1623'
 AB1623'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH ON DIRT ROAD
 AB1623'FOR 0.25 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 AB1623
 AB1623                          STATION RECOVERY (1949)
 AB1623
 AB1623'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AB1623'1947 DESCRIPTION GOOD.  ORIGINAL TOO GENERAL NOW.  STATION
 AB1623'AND R.M.S RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AB1623
 AB1623                          STATION RECOVERY (1953)
 AB1623
 AB1623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AB1623'STATION RECOVERED IN GOOD CONDITION.
 AB1623'
 AB1623'REVISED DESCRIPTION DUE TO ROAD RELOCATION--
 AB1623'
 AB1623'PROGRESSO, 0.7 MI. S. OF THE JCT. OF FARM ROAD 88 AND U.S.
 AB1623'HWY 281.  THENCE 0.8 MI. E. FROM ALONG A DIRT RD. TO THE JCT.
 AB1623'OF A RD. S,  145 FT. S. AND 6 FT. W OF THE JCT,  4 FT. W.
 AB1623'OF THE CENTER OF THE RD,  ABOUT 2 IN. BENEATH THE SURFACE.
 AB1623'IN CONCRETE POST.  STANDARD DISK STAMPED RIO 1913.
 AB1623
 AB1623                          STATION RECOVERY (1974)
 AB1623
 AB1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AB1623'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 AB1623'CONDITION.  REFERENCE MARK 3 AND THE AZIMUTH MARK WAS SEARCHED
 AB1623'FOR AND COULD NOT BE FOUND.  REFERENCE MARKS 4, 5 AND 6
 AB1623'WERE ESTABLISHED.  A TOWER COULD NOT BE ERECTED OVER THE
 AB1623'STATION DUE TO ITS PRROXIMITY TO A ROAD AND FENCE.  REFERENCE
 AB1623'MARK 4 WAS OCCUPIED AND A TRAVERSE CONNECTION WAS MADE TO THE
 AB1623'STATION.  DUE TO THE ABOVE AND ROAD CHANGES A NEW DESCRIPTION
 AB1623'FOLLOWS.
 AB1623'
 AB1623'THE STATION IS ABOUT 5-1/2 MILES SOUTH AND 2-1/4 MILES EAST OF
 AB1623'WESLACO, 5 MILES SOUTH AND 2 MILES WEST OF MERCEDES, 1 MILE
 AB1623'SOUTH AND 3/4 MILE EAST OF PROGRESSO AND ON PROPERTY OWNED
 AB1623'BY MRS. FERNANDEZ, WHO LIVES IN THE FIRST HOUSE EAST OF THE
 AB1623'STATION.
 AB1623'
 AB1623'TO REACH THE STATION FROM THE POST OFFICE IN PROGRESO, GO
 AB1623'SOUTH ON FARM ROAD 1015 FOR 0.25 MILE TO THE JUNCTION WITH
 AB1623'U.S. HIGHWAY 281.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 281
 AB1623'AND FARM ROAD 1015 FOR 0.5 MILE TO WHERE FARM ROAD 1015 TURNS
 AB1623'RIGHT.  TURN RIGHT AND GO SOUTH ON FARM ROAD 1015 FOR 0.85
 AB1623'MILE TO A PAVED CROSSROAD*.  TURN LEFT AND GO EAST ON THE
 AB1623'PAVED ROAD FOR 0.2 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN
 AB1623'RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.05 MILE TO THE
 AB1623'STATION ON THE RIGHT.
 AB1623'
 AB1623'*TO REACH REFERENCE MARK 6 FROM THIS POINT, CONTINUE SOUTH ON
 AB1623'FARM ROAD 1015 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 AB1623'
 AB1623'STATION MARK IS A STANDARD DISK, STAMPED RIO 1913, SET IN THE
 AB1623'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS 6 INCHES
 AB1623'BELOW THE GROUND SURFACE.  IT IS 58.0 FEET NORTHWEST OF A
 AB1623'FENCE CORNER, 10.0 FEET WEST OF THE CENTER OF A GRAVELED
 AB1623'ROAD, 5.5 FEET EAST OF A FENCE AND 2.0 FEET EAST-SOUTHEAST
 AB1623'OF A WITNESS POST.
 AB1623'
 AB1623'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RIO NO 2 1913,
 AB1623'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 AB1623'IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 81.0 FEET SOUTH
 AB1623'OF THE CENTER OF A PAVED ROAD, 72.0 FEET NORTHEAST OF THE
 AB1623'WITNESS POST NEAR THE STATION, 33.8 FEET EAST OF A FENCE,
 AB1623'20.0 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 1.0 FOOT
 AB1623'WEST OF A FENCE.
 AB1623'
 AB1623'REFERENCE MARKS 4 ARE STANDARD DISKS STAMPED RIO 1913 NO 4
 AB1623'1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AB1623'CONCRETE MONUMENT WHICH IS 3 INCHES BELOW THE GROUND SURFACE.
 AB1623'IT IS 96.5 FEET SOUTHEAST OF A WITNESS POST NEAR REFERENCE
 AB1623'MARK 5, 84.4 FEET NORTH OF AN EAST-WEST FENCE, 69.0 FEET EAST
 AB1623'OF A NORTH-SOUTH FENCE, 56.5 FEET SOUTH-SOUTHEAST OF THE
 AB1623'SOUTHWEST CORNER OF A SMALL SHED, AND 53.3 FEET SOUTH OF THE
 AB1623'SOUTHEAST CORNER OF THE SHED.  THE UNDERGROUND DISK IS SET
 AB1623'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 AB1623'SURFACE.
 AB1623'
 AB1623'REFERENCE MARK 5 IS A STANDARD DISK STAMPED RIO 1913 NO 5 1974.
 AB1623'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AB1623'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 49.0 FEET
 AB1623'WEST OF THE NORTHWEST CORNER OF THE SMALL SHED, 6.2 FEET
 AB1623'EAST OF THE NORTH-SOUTH FENCE, 1.6 FEET SOUTH OF THE WITNESS
 AB1623'POST, AND 1.5 FEET SOUTH OF THE EAST-WEST FENCE.
 AB1623'
 AB1623'REFERENCE MARK 6 IS A STANDARD DISK STAMPED AZ RIO 1913 NO 6
 AB1623'1974.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AB1623'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 AB1623'50.0 FEET EAST OF THE CENTER OF FARM ROAD 1015, 2.0 FEET
 AB1623'NORTH OF A WITNESS POST AND 1.0 FEET WEST OF A FENCE.
 AB1623'
 AB1623'REFERENCE MARK 6 MAY SERVE AS THE AZIMUTH MARK.
 AB1623'
 AB1623'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AB1623'
 AB1623'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 AB1623'SOUTHEAST OF PROGRESO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3082 ***********************************************************************
 CS3082  DESIGNATION -  RIO
 CS3082  PID         -  CS3082
 CS3082  STATE/COUNTY-  TX/JOHNSON
 CS3082  USGS QUAD   -  BLUM (1976)
 CS3082
 CS3082                         *CURRENT SURVEY CONTROL
 CS3082  ___________________________________________________________________
 CS3082* NAD 83(1993)-  32 11 26.34088(N)    097 26 27.34586(W)     ADJUSTED  
 CS3082* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 CS3082  ___________________________________________________________________
 CS3082  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CS3082  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS3082
 CS3082  HORZ ORDER  -  FIRST
 CS3082
 CS3082.The horizontal coordinates were established by classical geodetic methods
 CS3082.and adjusted by the National Geodetic Survey in February 1996..
 CS3082
 CS3082.The orthometric height was scaled from a topographic map.
 CS3082
 CS3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3082
 CS3082.The geoid height was determined by GEOID03.
 CS3082
 CS3082;                    North         East     Units Scale Factor Converg.
 CS3082;SPC TXNC     - 2,058,609.453   699,864.050   MT  0.99998462   +0 34 39.4
 CS3082;SPC TXNC     - 6,753,954.51  2,296,137.30   sFT  0.99998462   +0 34 39.4
 CS3082;SPC TX C     - 3,283,365.457   972,741.011   MT  1.00009703   +1 29 23.1
 CS3082;SPC TX C     -10,772,174.84  3,191,401.13   sFT  1.00009703   +1 29 23.1
 CS3082;UTM  14      - 3,562,633.537   646,964.921   MT  0.99986636   +0 49 50.6
 CS3082
 CS3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3082!SPC TXNC     -   0.99996430  x   0.99998462  =   0.99994892
 CS3082!SPC TX C     -   0.99996430  x   1.00009703  =   1.00006132
 CS3082!UTM  14      -   0.99996430  x   0.99986636  =   0.99983066
 CS3082
 CS3082|---------------------------------------------------------------------|
 CS3082| PID    Reference Object                     Distance      Geod. Az  |
 CS3082|                                                           dddmmss.s |
 CS3082| CY3009 RIO RM 2                             37.707 METERS 00956     |
 CS3082| CS3098 CLEBURNE JOHNSON CO CTHSE TWR       APPROX.18.1 KM 0163040.9 |
 CS3082| CS3100 CLEBURNE SANTA FE RR RDHSE SK       APPROX.19.2 KM 0170840.4 |
 CS3082| CS3083 RIO VISTA WATER TANK                APPROX. 7.7 KM 0522555.5 |
 CS3082| CS3073 WACO FORT WORTH ARIWAY BCN 48       APPROX.16.2 KM 0664905.1 |
 CS3082| CY3008 RIO RM 1                             35.384 METERS 09815     |
 CS3082| CY3007 RIO AZ MK                                          3214803.5 |
 CS3082|---------------------------------------------------------------------|
 CS3082
 CS3082                          SUPERSEDED SURVEY CONTROL
 CS3082
 CS3082  NAD 83(1986)-  32 11 26.34668(N)    097 26 27.32501(W) AD(       ) 1
 CS3082  NAD 27      -  32 11 25.81400(N)    097 26 26.25400(W) AD(       ) 1
 CS3082
 CS3082.Superseded values are not recommended for survey control.
 CS3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3082.See file dsdata.txt to determine how the superseded data were derived.
 CS3082
 CS3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4696562634(NAD 83)
 CS3082_MARKER: DS = TRIANGULATION STATION DISK
 CS3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3082+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 CS3082
 CS3082  HISTORY     - Date     Condition        Report By
 CS3082  HISTORY     - 1944     MONUMENTED       CGS
 CS3082  HISTORY     - 1946     GOOD             CGS
 CS3082  HISTORY     - 1948     GOOD             CGS
 CS3082  HISTORY     - 1953     GOOD             CGS
 CS3082  HISTORY     - 19940329 GOOD             USPSQD
 CS3082  HISTORY     - 20060815 GOOD             FRONT
 CS3082
 CS3082                          STATION DESCRIPTION
 CS3082
 CS3082'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3082'STATION IS LOCATED ON THE HIGH GRASSY HILL ON THE E SIDE OF
 CS3082'THE BRAZOS RIVER, ABOUT 5.5 MILES NW OF BLUM, AND ABOUT 5 MILES
 CS3082'SW OF RIO VISTA.  THE MARK IS SET 45 FEET E OF THE OLD ROAD
 CS3082'THROUGH THE PASTURE AT THE N EDGE OF THE HILL AND 0.1 MILE
 CS3082'E OF THE NEW ROAD.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 CS3082'RIO 1944.  UNDERGROUND MARK SET.
 CS3082'
 CS3082'REFERENCE MARK 1 IS SE OF THE STATION, 42 FEET S OF A SMALL
 CS3082'CEDAR TREE, AND 45 PACES E OF THE CENTER LINE OF THE OLD ROAD.
 CS3082'THE MARK PROJECTS 6 INCHES.
 CS3082'
 CS3082'REFERENCE MARK 2 IS NE OF THE STATION, 42 FEET W OF A SMALL
 CS3082'CEDAR TREE, AND 41 PACES E OF THE CENTER LINE OF THE OLD ROAD.
 CS3082'THE MARK PROJECTS 6 INCHES.
 CS3082'
 CS3082'THE AZIMUTH MARK IS NW OF THE STATION, 1 FOOT S OF THE S
 CS3082'ROAD FENCE, 24 FEET S OF THE CENTER LINE OF THE ROAD, AND
 CS3082'150 FEET E OF T-ROAD INTERSECTION.  THE MARK PROJECTS 6 INCHES.
 CS3082'
 CS3082'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION
 CS3082'AND WITH THEIR RESPECTIVE NUMBERS.  ALL ARE BRONZE DISKS IN
 CS3082'CONCRETE POST.  TO REACH STATION FROM RIO VISTA GO S ON THE
 CS3082'MAIN GRADED ROAD TO THE HIGH SCHOOL.  TURN RIGHT AND GO W
 CS3082'FOR 1.5 MILES WHERE MAIN ROAD TURNS LEFT AT CROSSROADS.
 CS3082'CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 1.6 MILES TO T-ROAD
 CS3082'RIGHT.  TURN RIGHT AND GO 2.0 MILES TO THE TOP OF THE RIDGE
 CS3082'WHERE THE ROAD TURNS LEFT AT THE CORNER OF A PASTURE.  THE
 CS3082'AZIMUTH IS IN THE FENCE LINE 150 FEET E OF THE FENCE CORNER.
 CS3082'TURN LEFT THROUGH THE GATE IN THE CORNER OF THE PASTURE
 CS3082'FENCES AND GO SE TO THE TOP OF THE HILL AND STATION.
 CS3082'
 CS3082'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CS3082
 CS3082                          STATION RECOVERY (1946)
 CS3082
 CS3082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (MLC)
 CS3082'STATION WAS RECOVERED AS DESCRIBED IN 1944 BY P.L.B. WITH THE
 CS3082'EXCEPTION THAT THE DISTANCES TO THE MARKS WERE FOUND TO BE
 CS3082'REVERSED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CS3082'
 CS3082'THE STATION IS LOCATED ON THE HIGH GRASSY HILL ON THE E SIDE
 CS3082'OF THE BRAZOS RIVER, ABOUT 5.5 MILES NW OF BLUM, AND ABOUT
 CS3082'5 MILES SW OF RIO VISTA.  THE MARK IS SET 45 FEET E OF AN OLD ROAD
 CS3082'THROUGH THE PASTURE AT THE N EDGE OF THE HILL AND 0.1 MILE E OF
 CS3082'THE NEW ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 CS3082'IS STAMPED RIO 1944.
 CS3082'
 CS3082'SURFACE, REFERENCE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD
 CS3082'BRONZE DISKS SET IN CONCRETE.
 CS3082'
 CS3082'REFERENCE MARK 1 IS 116.11 FEET (35.390 METERS) SE OF THE
 CS3082'STATION, 42 FEET S OF A SMALL CEDAR TREE, AND ABOUT 140 FEET E OF
 CS3082'THE APPROXIMATE CENTER LINE OF THE OLD ROAD.  THE MARK PROJECTS
 CS3082'ABOUT 6 INCHES AND THE DISK IS STAMPED RIO NO 1 1944.
 CS3082'
 CS3082'REFERENCE MARK 2 IS 123.74 FEET (37.716 METERS) NE OF THE
 CS3082'STATION, 42 FEET W OF A SMALL CEDAR TREE, AND ABOUT 125 FEET
 CS3082'E OF THE APPROXIMATE CENTER LINE OF THE OLD ROAD.  THE MARK
 CS3082'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED RIO NO 2 1944.
 CS3082'
 CS3082'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NW OF THE STATION,
 CS3082'1 FOOT S OF THE S ROAD FENCE LINE, 24 FEET S OF THE APPROXIMATE
 CS3082'CENTER LINE OF THE ROAD, AND 150 FEET E OF THE T-ROAD
 CS3082'INTERSECTION.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 CS3082'IS STAMPED RIO 1944.
 CS3082'
 CS3082'TO REACH THE STATION FROM RIO VISTA, GO S ON THE SURFACED
 CS3082'ROAD TO THE HIGH SCHOOL.  TURN RIGHT AND GO W FOR 1.5 MILES
 CS3082'TO A POINT WHERE THE MAIN TRAVELED ROAD TURNS LEFT AT A
 CS3082'CROSSROADS.  CONTINUE STRAIGHT AHEAD ON THE DIRT ROAD FOR
 CS3082'1.6 MILES TO A T-ROAD RIGHT.  TURN RIGHT ACROSS A SMALL WOODEN
 CS3082'BRIDGE AND GO 2.0 MILES TO THE TOP OF THE RIDGE WHERE THE
 CS3082'ROAD TURNS LEFT AT THE CORNER OF A PASTURE.  TURN LEFT THROUGH
 CS3082'THE GATE IN THE PASTURE FENCE AND PROCEED SE 0.4 MILE TO
 CS3082'THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 CS3082
 CS3082                          STATION RECOVERY (1948)
 CS3082
 CS3082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3082'THE STATION WAS FOUND AS DESCRIBED, EXCEPT THE DISTANCE TO THE
 CS3082'R.M.S. DID NOT CHECK WITH THE 1944 MEASUREMENT, ALL MARKS
 CS3082'ARE IN GOOD CONDITION.
 CS3082'
 CS3082'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF BLUM, 5.0
 CS3082'MILES SOUTHWEST OF RIO VISTA ON A HIGH PASTURE HILL AND ON THE
 CS3082'EAST SIDE OF BRAZOS RIVER.  IT IS 45 FEET EAST OF AN OLD ROAD
 CS3082'BED THROUGH PASTURE AND ABOUT 0.1 MILE EAST OF THE NEW ROAD.
 CS3082'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RIO 1944.
 CS3082'
 CS3082'REFERENCE MARK NO. 1 IS 116.09 FEET SOUTHEAST OF THE STATION,
 CS3082'42 FEET SOUTH OF A SMALL CEDAR TREE AND 45 PACES EAST OF THE
 CS3082'CENTERLINE OF THE OLD ROAD.  THE MARK PROJECTS 6 INCHES AND
 CS3082'THE DISK IS STAMPED RIO NO 1 1944.
 CS3082'
 CS3082'REFERENCE MARK NO. 2 IS 123.71 FEET NORTHEAST OF THE STATION,
 CS3082'42 FEET WEST OF A SMALL CEDAR TREE AND 41 PACES EAST OF THE
 CS3082'CENTERLINE OF THE OLD ROAD.  THE MARK PROJECTS 6 INCHES AND
 CS3082'THE DISK IS STAMPED RIO NO 2 1944.
 CS3082'
 CS3082'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION, 150
 CS3082'FEET EAST OF A T ROAD INTERSECTION, 24 FEET SOUTH OF THE
 CS3082'CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF A WITNESS POST AND
 CS3082'1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND
 CS3082'THE DISK IS STAMPED RIO 1944.
 CS3082'
 CS3082'TO REACH FROM THE POST OFFICE IN RIO VISTA, GO SOUTH 0.1
 CS3082'MILE TO THE SCHOOL HOUSE ON THE LEFT, TURN RIGHT ON THE
 CS3082'MAIN ROAD FOR 1.6 MILES TO CROSSROADS, CONTINUE STRAIGHT ON
 CS3082'DIRT ROAD FOR 1.6 MILES TO A T ROAD RIGHT, TURN RIGHT FOR
 CS3082'2.1 MILES TO A T ROAD RIGHT AT TOP OF HILL (AZIMUTH MARK
 CS3082'150 FEET EAST OF INTERSECTION).  TURN LEFT THROUGH WIRE GATE
 CS3082'IN CORNER OF THE PASTURE AND GO ABOUT 0.3 MILE SOUTHEAST TO
 CS3082'THE HIGHEST POINT OF HILL AND THE STATION AS DESCRIBED.
 CS3082'
 CS3082'A 74 FOOT SIGNAL AT CLEBURNE 1946, BLANTON AND BLUM 1944 IS V.G.
 CS3082'
 CS3082'AN 87 FOOT SIGNAL AT PARKER IS V.G.
 CS3082'
 CS3082'A 47 FOOT SIGNAL AT NOLAN IS V.G.
 CS3082'
 CS3082'HEIGHT OF LIGHT ABOVE STATION MARK- 14 METERS.
 CS3082
 CS3082                          STATION RECOVERY (1953)
 CS3082
 CS3082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3082'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CS3082'AS DESCRIBED BY G.L.S. IN 1938
 CS3082
 CS3082                          STATION RECOVERY (1994)
 CS3082
 CS3082'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3082'RECOVERED IN GOOD CONDITION.
 CS3082
 CS3082                          STATION RECOVERY (2006)
 CS3082
 CS3082'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2006 (RLE)
 CS3082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0448 ***********************************************************************
 BQ0448  DESIGNATION -  RIO
 BQ0448  PID         -  BQ0448
 BQ0448  STATE/COUNTY-  TX/PRESIDIO
 BQ0448  USGS QUAD   -  MC COMB CANYON (1979)
 BQ0448
 BQ0448                         *CURRENT SURVEY CONTROL
 BQ0448  ___________________________________________________________________
 BQ0448* NAD 83(1993)-  30 17 08.75020(N)    104 43 53.63418(W)     ADJUSTED  
 BQ0448* NAVD 88     -      1234.     (meters)    4049.     (feet)  SCALED    
 BQ0448  ___________________________________________________________________
 BQ0448  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 BQ0448  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 BQ0448
 BQ0448  HORZ ORDER  -  FIRST
 BQ0448
 BQ0448.The horizontal coordinates were established by classical geodetic methods
 BQ0448.and adjusted by the National Geodetic Survey in February 1996..
 BQ0448
 BQ0448.The orthometric height was scaled from a topographic map.
 BQ0448
 BQ0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0448
 BQ0448.The geoid height was determined by GEOID03.
 BQ0448
 BQ0448;                    North         East     Units Scale Factor Converg.
 BQ0448;SPC TXSC     - 4,285,315.708    48,794.234   MT  1.00000070   -2 48 28.7
 BQ0448;SPC TXSC     -14,059,406.62    160,085.75   sFT  1.00000070   -2 48 28.7
 BQ0448;UTM  13      - 3,350,481.500   525,815.478   MT  0.99960822   +0 08 07.4
 BQ0448
 BQ0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0448!SPC TXSC     -   0.99980978  x   1.00000070  =   0.99981048
 BQ0448!UTM  13      -   0.99980978  x   0.99960822  =   0.99941807
 BQ0448
 BQ0448|---------------------------------------------------------------------|
 BQ0448| PID    Reference Object                     Distance      Geod. Az  |
 BQ0448|                                                           dddmmss.s |
 BQ0448| CI0322 RIO RM 1                              6.142 METERS 05552     |
 BQ0448| CI0323 RIO RM 2                              7.626 METERS 15414     |
 BQ0448| CI0321 RIO AZ MK                                          1815146.0 |
 BQ0448|---------------------------------------------------------------------|
 BQ0448
 BQ0448                          SUPERSEDED SURVEY CONTROL
 BQ0448
 BQ0448  NAD 83(1986)-  30 17 08.74484(N)    104 43 53.63526(W) AD(       ) 1
 BQ0448  NAD 27      -  30 17 08.20300(N)    104 43 51.89100(W) AD(       ) 1
 BQ0448
 BQ0448.Superseded values are not recommended for survey control.
 BQ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0448.See file dsdata.txt to determine how the superseded data were derived.
 BQ0448
 BQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP2581550481(NAD 83)
 BQ0448_MARKER: DS = TRIANGULATION STATION DISK
 BQ0448_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0448_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 BQ0448
 BQ0448  HISTORY     - Date     Condition        Report By
 BQ0448  HISTORY     - 1934     MONUMENTED       CGS
 BQ0448  HISTORY     - 1958     GOOD             AMS
 BQ0448
 BQ0448                          STATION DESCRIPTION
 BQ0448
 BQ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0448'ABOUT 10-1/2 MILES NORTH OF CANDELARIA, 1-1/2 MILES NORTHEAST
 BQ0448'OF THE RIO GRANDE, AND ABOUT 1-1/2 MILES NORTHEAST OF THE ROAD
 BQ0448'THAT RUNS NORTH ALONG THE RIVER FROM CANDELARIA, ON THE HIGHEST
 BQ0448'POINT OF A GRASS-COVERED MESA WHICH IS THE HIGHEST IN THE
 BQ0448'VICINITY.
 BQ0448'
 BQ0448'TO REACH FROM CANDELARIA POST OFFICE, GO NORTH ON VALENTINE
 BQ0448'ROAD 2.1 MILES TO FORKS IN A CREEK BOTTOM, TAKE LEFT FORK AND
 BQ0448'GO 0.1 MILE ACROSS THE CREEK, CONTINUE NORTH ON MAIN ROAD ALONG
 BQ0448'RIVER FOR 7.7 MILES TO A WIRE GATE, CONTINUE 1.3 MILES TO
 BQ0448'ANOTHER WIRE GATE, GO THROUGH GATE, TURN RIGHT OFF MAIN ROAD AND
 BQ0448'FOLLOW TRAIL UP VALLEY ON LEFT SIDE OF FENCE FOR 0.35 MILE.
 BQ0448'FROM THIS POINT PACK UP VALLEY, NORTHEAST, ABOUT 0.2 MILE, TAKE
 BQ0448'HORSE TRAIL UP LEFT SIDE OF RIDGE AND FOLLOW UP RIDGE TO THE
 BQ0448'TOP OF MESA, PASSING THROUGH A BREAK IN THE CLIFF WALL.  FROM
 BQ0448'TOP OF MESA CONTINUE NORTH FOR ABOUT 1/2 MILE TO THE HIGHEST
 BQ0448'POINT AND STATION.  ABOUT A 2-HOUR PACK.
 BQ0448'
 BQ0448'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BQ0448'SET IN CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 3,
 BQ0448'12B, AND 12B RESPECTIVELY.
 BQ0448'
 BQ0448'AZIMUTH MARK IS ABOUT 3/4 MILE SOUTH-SOUTHEAST ON THE SOUTH
 BQ0448'SIDE OF RAVINE NEAR THE POINT WHERE SIDES OF RAVINE BREAK
 BQ0448'INTO CLIFFS.  THERE IS A SMALL ROCK CAIRN NEAR THE MARK.
 BQ0448
 BQ0448                          STATION RECOVERY (1958)
 BQ0448
 BQ0448'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0448'STATION WAS RECOVERED IN GOOD CONDITION AND IS LOCATED ON THE
 BQ0448'HIGHEST POINT OF THE HILL.  IT IS 133 FEET NNW OF TOP OF SMALL
 BQ0448'DRAIN.  17 FEET E OF SHARP DROP TO THE W.  86 FEET SSW OF
 BQ0448'CENTER OF BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2082 ***********************************************************************
 AY2082  DESIGNATION -  RIO FRIO
 AY2082  PID         -  AY2082
 AY2082  STATE/COUNTY-  TX/UVALDE
 AY2082  USGS QUAD   -  MAGERS CROSSING (1960)
 AY2082
 AY2082                         *CURRENT SURVEY CONTROL
 AY2082  ___________________________________________________________________
 AY2082* NAD 83(1993)-  29 37 29.16004(N)    099 42 37.49989(W)     ADJUSTED  
 AY2082* NAVD 88     -       667.     (meters)    2188.     (feet)  SCALED    
 AY2082  ___________________________________________________________________
 AY2082  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AY2082  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AY2082
 AY2082  HORZ ORDER  -  SECOND
 AY2082
 AY2082.The horizontal coordinates were established by classical geodetic methods
 AY2082.and adjusted by the National Geodetic Survey in February 1996..
 AY2082
 AY2082.The orthometric height was scaled from a topographic map.
 AY2082
 AY2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2082
 AY2082.The geoid height was determined by GEOID03.
 AY2082
 AY2082;                    North         East     Units Scale Factor Converg.
 AY2082;SPC TXSC     - 4,198,747.793   531,207.094   MT  0.99987599   -0 20 53.0
 AY2082;SPC TXSC     -13,775,391.72  1,742,801.94   sFT  0.99987599   -0 20 53.0
 AY2082;UTM  14      - 3,277,418.415   431,224.752   MT  0.99965836   -0 21 04.3
 AY2082
 AY2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2082!SPC TXSC     -   0.99989881  x   0.99987599  =   0.99977481
 AY2082!UTM  14      -   0.99989881  x   0.99965836  =   0.99955720
 AY2082
 AY2082|---------------------------------------------------------------------|
 AY2082| PID    Reference Object                     Distance      Geod. Az  |
 AY2082|                                                           dddmmss.s |
 AY2082| CV6106 RIO FRIO RM 1                        11.323 METERS 02143     |
 AY2082| CV6107 RIO FRIO RM 2                        10.455 METERS 15612     |
 AY2082| CV6105 RIO FRIO AZ MK                                     2302437.7 |
 AY2082|---------------------------------------------------------------------|
 AY2082
 AY2082                          SUPERSEDED SURVEY CONTROL
 AY2082
 AY2082  NAD 83(1986)-  29 37 29.16124(N)    099 42 37.48355(W) AD(       ) 2
 AY2082  NAD 27      -  29 37 28.33900(N)    099 42 36.28100(W) AD(       ) 2
 AY2082
 AY2082.Superseded values are not recommended for survey control.
 AY2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2082.See file dsdata.txt to determine how the superseded data were derived.
 AY2082
 AY2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3122577418(NAD 83)
 AY2082_MARKER: DS = TRIANGULATION STATION DISK
 AY2082_SETTING: 66 = SET IN ROCK OUTCROP
 AY2082
 AY2082  HISTORY     - Date     Condition        Report By
 AY2082  HISTORY     - 1944     MONUMENTED       CGS
 AY2082
 AY2082                          STATION DESCRIPTION
 AY2082
 AY2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2082'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 29 MILES
 AY2082'NNE OF UVALDE, 26 MILES NW OF SABINAL, 7-1/2 MILES SSE OF
 AY2082'LEAKEY, AND 2 MILES SE OF THE VILLAGE OF RIO FRIO.  IT IS
 AY2082'AT THE S END AND ON THE HIGHEST POINT OF A HIGH, CEDAR-COVERED
 AY2082'RIDGE.
 AY2082'
 AY2082'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 AY2082'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 AY2082'STAMPED RIO FRIO 1944.
 AY2082'
 AY2082'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 AY2082'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND,
 AY2082'AND 1 FOOT LOWER THAN THE STATION MARK.  IT IS STAMPED
 AY2082'RIO FRIO NO 1 1944.
 AY2082'
 AY2082'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 AY2082'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED RIO FRIO
 AY2082'NO 2 1944 AND IS 1 FOOT HIGHER THAN THE STATION MARK.
 AY2082'
 AY2082'AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 AY2082'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 3 INCHES ABOVE
 AY2082'THE GROUND.  IT IS STAMPED RIO FRIO 1944.  IT IS 38 FEET W
 AY2082'OF WITNESS POST WHICH IS PART OF THE W RIGHT-OF-WAY FENCE
 AY2082'AND 89 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 83 WHICH
 AY2082'RUNS N AND S AT THIS POINT.  IT IS 1.9 MILES S OF THE SIGN
 AY2082'RIO FRIO ON U.S. HIGHWAY 83 MENTIONED BELOW.
 AY2082'
 AY2082'TO REACH STATION FROM LEAKEY, GO S ON U.S. HIGHWAY 83 TOWARD UVALDE
 AY2082'FOR 6.9 MILES TO A DIRT ROAD LEFT AT SIGN RIO FRIO.  THIS
 AY2082'POINT IS 0.5 MILE N OF THE REAL-UVALDE COUNTY LINE.  TURN E
 AY2082'ON THIS ROAD AND GO 1.3 MILES TO A T-INTERSECTION.  TURN LEFT
 AY2082'FOR 0.1 MILE, THEN SHARP RIGHT JUST S OF BRIDGE.  GO SE FOR
 AY2082'0.2 MILE TO A GATE ON LEFT WHERE A TRACK ROAD AND LANE IS
 AY2082'ON RIGHT.  TURN LEFT THROUGH THIS GATE AND FOLLOW A TRACK
 AY2082'ROAD 1.2 MILES E TO THE END OF THE ROAD AT A SMALL LOG CABIN
 AY2082'AND CORRALS.  LEAVE TRUCK HERE, GO E DOWN ACROSS THE CREEK
 AY2082'TO A POINT ABOUT 50 YARDS E OF THE CABIN, THEN BEAR RIGHT
 AY2082'THROUGH THE SCATTERED TREES, AND GO S, KEEPING TO THE LEFT
 AY2082'OF THE WASH.  AFTER ABOUT 150 YARDS STRIKE A WELL-DEFINED
 AY2082'STOCK TRAIL.  THIS TRAIL WILL AVOID THICK BRUSH.  FOLLOW
 AY2082'THE TRAIL UP THE SLOPE ALONG THE LEFT SIDE OF THE HILL
 AY2082'IN THE FOREGROUND TO THE TOP OF THE E-W RIDGE, EMERGING IN A
 AY2082'LOW SADDLE.  BEAR LEFT ALONG THE RIDGE SE AND S TO THE
 AY2082'HIGHEST POINT AT THE S END OF THE RIDGE.  THE STATION IS
 AY2082'HERE, ABOUT 50 FEET N OF, AND 2 FEET LOWER THAN THE HIGHEST
 AY2082'POINT.  THE SIGNAL AND EVIDENCE OF CLEARING WILL INDICATE
 AY2082'THE LOCALITY.
 AY2082'
 AY2082'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1697 ***********************************************************************
 AB1697  DESIGNATION -  RIO GRANDE
 AB1697  PID         -  AB1697
 AB1697  STATE/COUNTY-  TX/CAMERON
 AB1697  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB1697
 AB1697                         *CURRENT SURVEY CONTROL
 AB1697  ___________________________________________________________________
 AB1697* NAD 83(1993)-  25 58 01.00023(N)    097 08 46.15361(W)     ADJUSTED  
 AB1697* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1697  ___________________________________________________________________
 AB1697  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AB1697  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 AB1697
 AB1697  HORZ ORDER  -  SECOND
 AB1697
 AB1697.The horizontal coordinates were established by classical geodetic methods
 AB1697.and adjusted by the National Geodetic Survey in February 1996..
 AB1697
 AB1697.The orthometric height was scaled from a topographic map.
 AB1697
 AB1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1697
 AB1697.The geoid height was determined by GEOID03.
 AB1697
 AB1697;                    North         East     Units Scale Factor Converg.
 AB1697;SPC TX S     - 5,033,997.199   435,586.934   MT  1.00005630   +0 36 52.8
 AB1697;SPC TX S     -16,515,705.81  1,429,088.13   sFT  1.00005630   +0 36 52.8
 AB1697;UTM  14      - 2,873,338.169   685,600.606   MT  1.00002535   +0 48 43.0
 AB1697
 AB1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1697!SPC TX S     -   1.00000303  x   1.00005630  =   1.00005933
 AB1697!UTM  14      -   1.00000303  x   1.00002535  =   1.00002838
 AB1697
 AB1697:                Primary Azimuth Mark                     Grid Az
 AB1697:SPC TX S     -  REFERENCE POST 55A IBC 1939              195 06 47.2
 AB1697:UTM  14      -  REFERENCE POST 55A IBC 1939              194 54 57.0
 AB1697
 AB1697|---------------------------------------------------------------------|
 AB1697| PID    Reference Object                     Distance      Geod. Az  |
 AB1697|                                                           dddmmss.s |
 AB1697| AB1355 REFERENCE POST 55A IBC 1939         435.436 METERS 1954340.0 |
 AB1697| AB0070 RANGE                               APPROX. 9.8 KM 2680807.6 |
 AB1697| AB1499 PORT ISABEL MUNICIPAL TANK          APPROX.13.0 KM 3244606.9 |
 AB1697|---------------------------------------------------------------------|
 AB1697
 AB1697                          SUPERSEDED SURVEY CONTROL
 AB1697
 AB1697  NAD 83(1986)-  25 58 01.01625(N)    097 08 46.10464(W) AD(       ) 2
 AB1697  NAD 27      -  25 57 59.72100(N)    097 08 45.21100(W) AD(       ) 2
 AB1697
 AB1697.Superseded values are not recommended for survey control.
 AB1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1697.See file dsdata.txt to determine how the superseded data were derived.
 AB1697
 AB1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8560173338(NAD 83)
 AB1697_MARKER: B = BOLT
 AB1697_SETTING: 0 = UNSPECIFIED SETTING
 AB1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1697
 AB1697  HISTORY     - Date     Condition        Report By
 AB1697  HISTORY     - 1939     MONUMENTED       CGS
 AB1697  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1697
 AB1697                          STATION DESCRIPTION
 AB1697
 AB1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1697'STATION IS LOCATED ABOUT 22 MILES E OF BROWNSVILLE, 8-1/2
 AB1697'MILES SSE OF PORT ISABEL, ABOUT 2 MILES S OF BOCA CHICA,
 AB1697'ABOUT 0.2 MILE SW OF CURVE IN THE RIO GRANDE RIVER, ABOUT
 AB1697'1/4 MILE NE OF BOUNDARY MONUMENT 55A (IBC), ABOUT 150 YARDS N OF
 AB1697'THE BANK OF RIVER, ON A GRASS-COVERED FLAT BETWEEN THE FIRST
 AB1697'AND SECOND LINE OF DUNES ALONG THE BEACH, AND ABOUT 40 FEET
 AB1697'S OF S END OF A LOW U-SHAPED DUNE WITH OPEN PART TO N.
 AB1697'
 AB1697'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE TOP
 AB1697'OF A 3-INCH GALVANIZED-IRON PIPE 6 FEET LONG EMBEDDED IN CONCRETE
 AB1697'AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1697'
 AB1697'BOUNDARY MONUMENT NO. 55A IS LOCATED ON TOP OF A LONG SAND
 AB1697'DUNE ABOUT 1/4 OF A MILE SW OF STATION AND 150 YARDS NW OF
 AB1697'RIO GRANDE RIVER.  IT IS A STANDARD SQUARE BRONZE PLATE SET
 AB1697'IN THE TOP OF ABOUT AN 8-INCH SQUARE CONCRETE POST PROJECTING
 AB1697'ABOUT 2 FEET ABOVE GROUND.
 AB1697'
 AB1697'STATION CAN BEST BE REACHED BY CONTINUING ON STATE HIGHWAY
 AB1697'4 TO THE BEACH, TURN RIGHT ON THE BEACH AND DRIVE S FOR ABOUT 1.5
 AB1697'MILES, THEN RIGHT ACROSS FIRST LINES OF DUNES TO STATION.
 AB1697'
 AB1697'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1697
 AB1697                          STATION RECOVERY (1949)
 AB1697
 AB1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1697'STATION BELIEVED LOST.  LOCATION, AS MEASURED FROM R.P. 55A
 AB1697'(I.B.C.) 1939, IS DRIFTING SAND DUNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0085 ***********************************************************************
 AB0085  DESIGNATION -  RIO GRANDE 2
 AB0085  PID         -  AB0085
 AB0085  STATE/COUNTY-  TX/CAMERON
 AB0085  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0085
 AB0085                         *CURRENT SURVEY CONTROL
 AB0085  ___________________________________________________________________
 AB0085* NAD 83(1986)-  25 57 23.     (N)    097 08 44.     (W)     SCALED    
 AB0085* NAVD 88     -         0.997  (meters)       3.27   (feet)  ADJUSTED  
 AB0085  ___________________________________________________________________
 AB0085  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 AB0085  DYNAMIC HT  -           0.995 (meters)       3.26  (feet)  COMP
 AB0085  MODELED GRAV-     979,063.7   (mgal)                       NAVD 88
 AB0085
 AB0085  VERT ORDER  -  SECOND    CLASS 0
 AB0085
 AB0085.The horizontal coordinates were scaled from a topographic map and have
 AB0085.an estimated accuracy of +/- 6 seconds.
 AB0085
 AB0085.The orthometric height was determined by differential leveling
 AB0085.and adjusted by the National Geodetic Survey in June 1991..
 AB0085
 AB0085.The geoid height was determined by GEOID03.
 AB0085
 AB0085.The dynamic height is computed by dividing the NAVD 88
 AB0085.geopotential number by the normal gravity value computed on the
 AB0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0085.degrees latitude (g = 980.6199 gals.).
 AB0085
 AB0085.The modeled gravity was interpolated from observed gravity values.
 AB0085
 AB0085;                    North         East    Units  Estimated Accuracy
 AB0085;SPC TX S     - 5,032,830.      435,660.      MT  (+/- 180 meters Scaled)
 AB0085
 AB0085                          SUPERSEDED SURVEY CONTROL
 AB0085
 AB0085  NGVD 29 (??/??/92)    1.094  (m)            3.59   (f) ADJ UNCH    2 0
 AB0085
 AB0085.Superseded values are not recommended for survey control.
 AB0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0085.See file dsdata.txt to determine how the superseded data were derived.
 AB0085
 AB0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP856721(NAD 83)
 AB0085_MARKER: DR = REFERENCE MARK DISK
 AB0085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB0085_SP_SET: 56 FEET
 AB0085_STAMPING: RIO GRANDE NO 2 1970
 AB0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0085
 AB0085  HISTORY     - Date     Condition        Report By
 AB0085  HISTORY     - 1970     MONUMENTED       NGS
 AB0085  HISTORY     - 19910327 MARK NOT FOUND   USPSQD
 AB0085
 AB0085                          STATION DESCRIPTION
 AB0085
 AB0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AB0085'2.3 MI S FROM BOCA CHICA.
 AB0085'2.8 MILES SOUTH ALONG THE BEACH FROM THE END OF THE ROAD AT BOCA CHICA
 AB0085'BEACH TO THE MOUTH OF THE RIO GRANDE RIVER, THENCE WEST 0.05 MILE
 AB0085'ALONG THE RIVER TO THE MARK.  IT IS 80 PACES WEST OF THE RIVER, 3 FEET
 AB0085'EAST OF A BLACK WOODEN WITNESS POST.  IT IS A BENCH MARK DISK CRIMPED
 AB0085'ON THE TOP OF A COPPER COATED STEEL ROD DRIVEN IN THE GROUND 56 FEET
 AB0085'AND PROJECTING 2 FEET.  THE ROD IS ENCASED IN A 4 INCH PLASTIC PIPE.
 AB0085
 AB0085                          STATION RECOVERY (1991)
 AB0085
 AB0085'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0086 ***********************************************************************
 AB0086  DESIGNATION -  RIO GRANDE 3
 AB0086  PID         -  AB0086
 AB0086  STATE/COUNTY-  TX/CAMERON
 AB0086  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0086
 AB0086                         *CURRENT SURVEY CONTROL
 AB0086  ___________________________________________________________________
 AB0086* NAD 83(1986)-  25 57 24.     (N)    097 08 44.     (W)     SCALED    
 AB0086* NAVD 88     -         1.085  (meters)       3.56   (feet)  ADJUSTED  
 AB0086  ___________________________________________________________________
 AB0086  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 AB0086  DYNAMIC HT  -           1.083 (meters)       3.55  (feet)  COMP
 AB0086  MODELED GRAV-     979,063.7   (mgal)                       NAVD 88
 AB0086
 AB0086  VERT ORDER  -  SECOND    CLASS 0
 AB0086
 AB0086.The horizontal coordinates were scaled from a topographic map and have
 AB0086.an estimated accuracy of +/- 6 seconds.
 AB0086
 AB0086.The orthometric height was determined by differential leveling
 AB0086.and adjusted by the National Geodetic Survey in June 1991..
 AB0086
 AB0086.The geoid height was determined by GEOID03.
 AB0086
 AB0086.The dynamic height is computed by dividing the NAVD 88
 AB0086.geopotential number by the normal gravity value computed on the
 AB0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0086.degrees latitude (g = 980.6199 gals.).
 AB0086
 AB0086.The modeled gravity was interpolated from observed gravity values.
 AB0086
 AB0086;                    North         East    Units  Estimated Accuracy
 AB0086;SPC TX S     - 5,032,860.      435,660.      MT  (+/- 180 meters Scaled)
 AB0086
 AB0086                          SUPERSEDED SURVEY CONTROL
 AB0086
 AB0086  NGVD 29 (??/??/92)    1.182  (m)            3.88   (f) ADJ UNCH    2 0
 AB0086
 AB0086.Superseded values are not recommended for survey control.
 AB0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0086.See file dsdata.txt to determine how the superseded data were derived.
 AB0086
 AB0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP856722(NAD 83)
 AB0086_MARKER: DR = REFERENCE MARK DISK
 AB0086_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB0086_SP_SET: 56 FEET
 AB0086_STAMPING: RIO GRANDE NO 3 1970
 AB0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0086
 AB0086  HISTORY     - Date     Condition        Report By
 AB0086  HISTORY     - 1970     MONUMENTED       NGS
 AB0086  HISTORY     - 19910327 MARK NOT FOUND   USPSQD
 AB0086
 AB0086                          STATION DESCRIPTION
 AB0086
 AB0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AB0086'2.3 MI S FROM BOCA CHICA.
 AB0086'2.8 MILES SOUTH ALONG THE BEACH FROM THE END OF THE ROAD AT BOCA CHICA
 AB0086'BEACH TO THE MOUTH OF THE RIO GRANDE RIVER, THENCE WESTERLY 0.1 MILE
 AB0086'ALONG THE RIVER TO THE MARK.  IT IS 48 PACES NORTH OF THE RIVER, 3
 AB0086'FEET SOUTH OF A BLACK WOODEN WITNESS POST.  IT IS A BENCH MARK DISK
 AB0086'CRIMPED ON THE TOP OF A COPPER COATED STEEL ROD DRIVEN 56 FEET AND
 AB0086'PROJECTING 2 FEET.  THE ROD IS ENCASED IN A 4 INCH PLASTIC PIPE.
 AB0086
 AB0086                          STATION RECOVERY (1991)
 AB0086
 AB0086'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1589 ***********************************************************************
 AB1589  DESIGNATION -  RIO HONDO MUNICIPAL TANK
 AB1589  PID         -  AB1589
 AB1589  STATE/COUNTY-  TX/CAMERON
 AB1589  USGS QUAD   -  RIO HONDO (1980)
 AB1589
 AB1589                         *CURRENT SURVEY CONTROL
 AB1589  ___________________________________________________________________
 AB1589* NAD 83(1993)-  26 14 17.76170(N)    097 34 39.78319(W)     ADJUSTED  
 AB1589* NAVD 88     -                                                        
 AB1589  ___________________________________________________________________
 AB1589  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 AB1589  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 AB1589
 AB1589  HORZ ORDER  -  THIRD
 AB1589
 AB1589.The horizontal coordinates were established by classical geodetic methods
 AB1589.and adjusted by the National Geodetic Survey in February 1996..
 AB1589
 AB1589
 AB1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1589
 AB1589.The geoid height was determined by GEOID03.
 AB1589
 AB1589;                    North         East     Units Scale Factor Converg.
 AB1589;SPC TX S     - 5,063,666.880   392,147.334   MT  0.99998274   +0 25 07.4
 AB1589;SPC TX S     -16,613,047.09  1,286,570.04   sFT  0.99998274   +0 25 07.4
 AB1589;UTM  14      - 2,902,850.481   642,059.295   MT  0.99984917   +0 37 44.1
 AB1589
 AB1589                          SUPERSEDED SURVEY CONTROL
 AB1589
 AB1589  NAD 83(1986)-  26 14 17.77322(N)    097 34 39.74361(W) AD(       ) 4
 AB1589  NAD 27      -  26 14 16.51100(N)    097 34 38.79000(W) AD(       ) 3
 AB1589
 AB1589.Superseded values are not recommended for survey control.
 AB1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1589.See file dsdata.txt to determine how the superseded data were derived.
 AB1589
 AB1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4205902850(NAD 83)
 AB1589_MARKER: 53 = ELEVATED TANK
 AB1589
 AB1589  HISTORY     - Date     Condition        Report By
 AB1589  HISTORY     - 1947     FIRST OBSERVED   CGS
 AB1589  HISTORY     - 1968     GOOD             CGS
 AB1589  HISTORY     - 1975     GOOD             NGS
 AB1589  HISTORY     - 19910507 GOOD             USPSQD
 AB1589  HISTORY     - 20040204 MARK NOT FOUND   GEOCAC
 AB1589
 AB1589                          STATION DESCRIPTION
 AB1589
 AB1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1589'STATION IS LOCATED 0.25 MILE NORTH OF THE RAILROAD STATION IN
 AB1589'RIO HONDO.  IT IS A SMALL CONICAL SHAPED WATER TANK ATOP A
 AB1589'FOUR LEGGED STEEL STRUCTURE AND ABOUT 150 FEET HIGH.  THE ENTIRE
 AB1589'STRUCTURE IS PAINTED GRAY WITH THE LEGEND RIO HONDO PAINTED IN
 AB1589'BLACK ON THE SOUTH SIDE OF THE TANK.  POINT OBSERVED ON WAS THE
 AB1589'SMALL BALL AT THE APEX OF THE ROOF.
 AB1589
 AB1589                          STATION RECOVERY (1968)
 AB1589
 AB1589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 AB1589'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AB1589'CONDITION.
 AB1589'
 AB1589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN
 AB1589'OF RIO HONDO
 AB1589
 AB1589                          STATION RECOVERY (1975)
 AB1589
 AB1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 AB1589'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AB1589'CONDITION.
 AB1589'
 AB1589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RIO HONDO
 AB1589
 AB1589                          STATION RECOVERY (1991)
 AB1589
 AB1589'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1589'RECOVERED IN GOOD CONDITION.
 AB1589
 AB1589                          STATION RECOVERY (2004)
 AB1589
 AB1589'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1589'FOUND A REPLACEMENT WATER TOWER AT THE DESCRIPTION AND COORDINATES
 AB1589'GIVEN.  THE ORIGINAL WATER TOWER NO LONGER EXISTS.  REPLACEMENT MAY
 AB1589'NOT BE AT EXACT POSITION OF ORIGINAL TOWER.  RAILROAD NO LONGER EXISTS
 AB1589'NOR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1630 ***********************************************************************
 AB1630  DESIGNATION -  RIO RM 4
 AB1630  PID         -  AB1630
 AB1630  STATE/COUNTY-  TX/HIDALGO
 AB1630  USGS QUAD   -  PROGRESO (1970)
 AB1630
 AB1630                         *CURRENT SURVEY CONTROL
 AB1630  ___________________________________________________________________
 AB1630* NAD 83(1993)-  26 04 27.06843(N)    097 56 46.91810(W)     ADJUSTED  
 AB1630* NAVD 88     -        22.3    (meters)      73.     (feet)  VERTCON   
 AB1630  ___________________________________________________________________
 AB1630  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AB1630  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AB1630
 AB1630  HORZ ORDER  -  FIRST
 AB1630
 AB1630.The horizontal coordinates were established by classical geodetic methods
 AB1630.and adjusted by the National Geodetic Survey in February 1996..
 AB1630
 AB1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1630
 AB1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1630
 AB1630.The geoid height was determined by GEOID03.
 AB1630
 AB1630;                    North         East     Units Scale Factor Converg.
 AB1630;SPC TX S     - 5,045,272.972   355,394.880   MT  1.00002458   +0 15 04.9
 AB1630;SPC TX S     -16,552,699.74  1,165,991.37   sFT  1.00002458   +0 15 04.9
 AB1630;UTM  14      - 2,884,325.398   605,382.573   MT  0.99973712   +0 27 47.3
 AB1630
 AB1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1630!SPC TX S     -   1.00000014  x   1.00002458  =   1.00002472
 AB1630!UTM  14      -   1.00000014  x   0.99973712  =   0.99973726
 AB1630
 AB1630|---------------------------------------------------------------------|
 AB1630| PID    Reference Object                     Distance      Geod. Az  |
 AB1630|                                                           dddmmss.s |
 AB1630| AB1623 RIO                                  63.040 METERS 11441     |
 AB1630| AB1622 US MEX BDRY MON 28 1913             395.799 METERS 16509     |
 AB1630| CV2907 RIO RM 6                                           2285611.7 |
 AB1630|---------------------------------------------------------------------|
 AB1630
 AB1630                          SUPERSEDED SURVEY CONTROL
 AB1630
 AB1630  NAD 83(1986)-  26 04 27.07515(N)    097 56 46.88044(W) AD(       ) 1
 AB1630  NAD 27      -  26 04 25.79617(N)    097 56 45.86862(W) AD(       ) 1
 AB1630  NGVD 29 (07/19/86)   22.4    (m)           73.     (f) VERT ANG       
 AB1630
 AB1630.Superseded values are not recommended for survey control.
 AB1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1630.See file dsdata.txt to determine how the superseded data were derived.
 AB1630
 AB1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP0538384325(NAD 83)
 AB1630_MARKER: DR = REFERENCE MARK DISK
 AB1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1630
 AB1630  HISTORY     - Date     Condition        Report By
 AB1630  HISTORY     - 1974     MONUMENTED       NGS
 AB1630
 AB1630                          STATION DESCRIPTION
 AB1630
 AB1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AB1630'THE STATION IS ABOUT 5-1/2 MILES SOUTH AND 2-1/4 MILES EAST OF
 AB1630'WESLACO, 5 MILES SOUTH AND 2 MILES WEST OF MERCEDES, 1 MILE SOUTH
 AB1630'AND 3/4 MILE EAST OF PROGRESO AND ON THE PROPERTY OWNED BY MRS.
 AB1630'FERNANDEZ, WHO LIVES IN THE FIRST HOUSE EAST OF THE STATION.
 AB1630'
 AB1630'TO REACH THE STATION FROM THE POST OFFICE IN PROGRESO, GO SOUTH
 AB1630'ON FARM ROAD 1015 FOR 0.25 MILE TO THE JUNCTION WITH U. S. HIGHWAY
 AB1630'281.  TURN LEFT AND GO EAST ON U. S. HIGHWAY 281 AND FARM ROAD 1015
 AB1630'FOR 0.5 MILE TO WHERE FARM ROAD 1015 TURNS RIGHT.  TURN RIGHT AND
 AB1630'GO SOUTH ON FARM ROAD 1015 FOR 0.85 MILE TO A PAVED CROSSROAD.*
 AB1630'TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 0.15 MILE TO A METAL
 AB1630'GATE AND A SMALL IMPLEMENT SHED ON THE RIGHT.  TURN RIGHT,
 AB1630'PASSING THROUGH GATE AND GO SOUTH FOR ABOUT 100 FEET TO THE
 AB1630'STATION IN A SMALL PASTURE.
 AB1630'
 AB1630'*TO REACH REFERENCE MARK 6 FROM THIS POINT, CONTINUE SOUTH ON FARM
 AB1630'ROAD 1015 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 AB1630'
 AB1630'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED RIO 1913
 AB1630'NO 4 1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AB1630'CYLINDRICAL CONCRETE MONUMENT, THAT IS 3 INCHES BELOW THE GROUND
 AB1630'SURFACE.  IT IS 96.5 FEET SOUTHEAST OF A WITNESS POST, 84.4 FEET
 AB1630'NORTH OF AN EAST-WEST FENCE, 69.0 FEET EAST OF A NORTH-SOUTH
 AB1630'FENCE, 56.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A
 AB1630'SMALL SHED AND 53.3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 AB1630'SMALL SHED.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 AB1630'OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 AB1630'
 AB1630'RIO 1913 IS A STANDARD DISK, STAMPED RIO 1913, SET IN THE TOP OF A
 AB1630'12-INCH SQUARE CONCRETE MONUMENT, THAT IS 6 INCHES BELOW THE
 AB1630'GROUND SURFACE.  IT IS 58.0 FEET NORTHWEST OF A FENCE CORNER, 10.0
 AB1630'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 5.5 FEET EAST OF A
 AB1630'FENCE AND 2.0 FEET EAST-SOUTHEAST OF A WITNESS POST.
 AB1630'
 AB1630'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RIO NO 2 1913, SET IN
 AB1630'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS 2 INCHES
 AB1630'BELOW THE GROUND SURFACE.  IT IS 81.0 FEET SOUTH OF THE CENTER OF
 AB1630'A PAVED ROAD, 72.0 FEET NORTHWEST OF THE WITNESS POST NEAR THE
 AB1630'STATION, 33.8 FEET EAST OF A FENCE, 20.0 FEET EAST OF THE CENTER
 AB1630'OF THE GRAVELED ROAD AND 1.0 FOOT WEST OF A FENCE.
 AB1630'
 AB1630'REFERENCE MARK 5 IS A STANDARD DISK STAMPED RIO 1913 NO 5 1974.
 AB1630'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AB1630'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 49.0 FEET WEST OF
 AB1630'THE NORTHWEST CORNER OF THE SMALL SHED, 6.2 FEET EAST OF THE
 AB1630'NORTH-SOUTH FENCE, 1.6 FEET SOUTH OF THE WITNESS POST, 1.5 FEET
 AB1630'SOUTH OF THE EAST-WEST FENCE AND IS ABOUT THE SAME ELEVATION AS
 AB1630'THE STATION.
 AB1630'
 AB1630'REFERENCE MARK 6 IS A STANDARD DISK STAMPED AZ RIO 1913 NO 6 1974.
 AB1630'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AB1630'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 50.0 FEET EAST OF
 AB1630'THE CENTER OF FARM ROAD 1015, 2.0 FEET NORTH OF A WITNESS POST AND
 AB1630'1.0 FEET WEST OF A FENCE.  THIS MARK MAY SERVE AS THE AZIMUTH
 AB1630'MARK.
 AB1630'
 AB1630'RP 28 (IBWC) IS A INTERNATIONAL BOUNDARY AND WATER COMMISSION MARK.
 AB1630'IT IS A 4-INCH SQUARE STEEL PLATE SET IN THE TOP OF A 12-INCH
 AB1630'SQUARE CONCRETE MONUMENT WITH THE LETTERS IBC CDEL AND A CROSS
 AB1630'MOLDED ON THE STEEL PLATE AND THE LETTERS RP 28 ENGRAVED IN THE
 AB1630'CONCRETE MONUMENT.  IT IS 60 FEET SOUTHEAST OF THE T ROAD
 AB1630'JUNCTION, 26 FEET SOUTH OF THE NORTHEAST CORNER OF THE YARD FENCE
 AB1630'AND 21 FEET SOUTHWEST OF A TELEPHONE LINE POLE.  THE MARK PROJECTS
 AB1630'3 INCHES ABOVE THE GROUND.
 AB1630'
 AB1630'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3083 ***********************************************************************
 CS3083  DESIGNATION -  RIO VISTA WATER TANK
 CS3083  PID         -  CS3083
 CS3083  STATE/COUNTY-  TX/JOHNSON
 CS3083  USGS QUAD   -  BLUM (1976)
 CS3083
 CS3083                         *CURRENT SURVEY CONTROL
 CS3083  ___________________________________________________________________
 CS3083* NAD 83(1993)-  32 13 57.87565(N)    097 22 35.48275(W)     ADJUSTED  
 CS3083* NAVD 88     -                                                        
 CS3083  ___________________________________________________________________
 CS3083  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CS3083  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS3083
 CS3083  HORZ ORDER  -  THIRD
 CS3083
 CS3083.The horizontal coordinates were established by classical geodetic methods
 CS3083.and adjusted by the National Geodetic Survey in February 1996..
 CS3083
 CS3083
 CS3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3083
 CS3083.The geoid height was determined by GEOID03.
 CS3083
 CS3083;                    North         East     Units Scale Factor Converg.
 CS3083;SPC TXNC     - 2,063,339.889   705,887.051   MT  0.99997395   +0 36 45.9
 CS3083;SPC TXNC     - 6,769,474.29  2,315,897.77   sFT  0.99997395   +0 36 45.9
 CS3083;SPC TX C     - 3,288,191.680   978,688.773   MT  1.00011258   +1 31 22.6
 CS3083;SPC TX C     -10,788,008.87  3,210,914.75   sFT  1.00011258   +1 31 22.6
 CS3083;UTM  14      - 3,567,390.061   652,966.347   MT  0.99988856   +0 51 57.8
 CS3083
 CS3083                          SUPERSEDED SURVEY CONTROL
 CS3083
 CS3083  NAD 83(1986)-  32 13 57.88139(N)    097 22 35.46247(W) AD(       ) 4
 CS3083  NAD 27      -  32 13 57.35000(N)    097 22 34.40000(W) AD(       ) 3
 CS3083
 CS3083.Superseded values are not recommended for survey control.
 CS3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3083.See file dsdata.txt to determine how the superseded data were derived.
 CS3083
 CS3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5296667390(NAD 83)
 CS3083_MARKER: 53 = ELEVATED TANK
 CS3083
 CS3083  HISTORY     - Date     Condition        Report By
 CS3083  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS3083  HISTORY     - 1953     GOOD             CGS
 CS3083  HISTORY     - 19910417 MARK NOT FOUND   USPSQD
 CS3083  HISTORY     - 19940329 MARK NOT FOUND   USPSQD
 CS3083  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3083
 CS3083                          STATION DESCRIPTION
 CS3083
 CS3083'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3083'THE STATION IS LOCATED IN THE SMALL TOWN OF RIO VISTA ABOUT
 CS3083'75 FEET NORTH OF THE POST OFFICE.  IT IS A SMALL WOODEN
 CS3083'TANK SUPPORTED BY 4 STEEL LEGS AND IS 20 FEET SQUARE AT THE
 CS3083'BASE AND APPROXIMATELY 50 FEET HIGH.  IT IS PAINTED WHITE.
 CS3083'
 CS3083'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 CS3083
 CS3083                          STATION RECOVERY (1953)
 CS3083
 CS3083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3083'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3083
 CS3083                          STATION RECOVERY (1991)
 CS3083
 CS3083'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3083'MARK NOT FOUND.
 CS3083
 CS3083                          STATION RECOVERY (1994)
 CS3083
 CS3083'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3083'MARK NOT FOUND.
 CS3083
 CS3083                          STATION RECOVERY (1999)
 CS3083
 CS3083'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1610 ***********************************************************************
 AE1610  DESIGNATION -  RIOGRANDE STANDPIPE
 AE1610  PID         -  AE1610
 AE1610  STATE/COUNTY-  TX/STARR
 AE1610  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE1610
 AE1610                         *CURRENT SURVEY CONTROL
 AE1610  ___________________________________________________________________
 AE1610* NAD 83(1993)-  26 22 30.00173(N)    098 48 45.70483(W)     ADJUSTED  
 AE1610* NAVD 88     -                                                        
 AE1610  ___________________________________________________________________
 AE1610  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AE1610  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AE1610
 AE1610  HORZ ORDER  -  THIRD
 AE1610
 AE1610.The horizontal coordinates were established by classical geodetic methods
 AE1610.and adjusted by the National Geodetic Survey in February 1996..
 AE1610
 AE1610
 AE1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1610
 AE1610.The geoid height was determined by GEOID03.
 AE1610
 AE1610;                    North         East     Units Scale Factor Converg.
 AE1610;SPC TX S     - 5,078,517.399   268,795.142   MT  0.99995406   -0 08 31.1
 AE1610;SPC TX S     -16,661,769.17    881,872.06   sFT  0.99995406   -0 08 31.1
 AE1610;UTM  14      - 2,917,227.419   518,685.075   MT  0.99960431   +0 04 59.6
 AE1610
 AE1610                          SUPERSEDED SURVEY CONTROL
 AE1610
 AE1610  NAD 83(1986)-  26 22 30.00399(N)    098 48 45.66374(W) AD(       ) 4
 AE1610  NAD 27      -  26 22 28.76564(N)    098 48 44.56848(W) AD(       ) 3
 AE1610
 AE1610.Superseded values are not recommended for survey control.
 AE1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1610.See file dsdata.txt to determine how the superseded data were derived.
 AE1610
 AE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1868517227(NAD 83)
 AE1610_MARKER: 52 = STANDPIPE TANK
 AE1610
 AE1610  HISTORY     - Date     Condition        Report By
 AE1610  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1610
 AE1610                          STATION DESCRIPTION
 AE1610
 AE1610'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1606 ***********************************************************************
 AE1606  DESIGNATION -  RIOGRANDE STARR CO CTHSE DOME
 AE1606  PID         -  AE1606
 AE1606  STATE/COUNTY-  TX/STARR
 AE1606  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE1606
 AE1606                         *CURRENT SURVEY CONTROL
 AE1606  ___________________________________________________________________
 AE1606* NAD 83(1993)-  26 22 54.26077(N)    098 49 10.75625(W)     ADJUSTED  
 AE1606* NAVD 88     -                                                        
 AE1606  ___________________________________________________________________
 AE1606  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AE1606  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AE1606
 AE1606  HORZ ORDER  -  THIRD
 AE1606
 AE1606.The horizontal coordinates were established by classical geodetic methods
 AE1606.and adjusted by the National Geodetic Survey in February 1996..
 AE1606
 AE1606
 AE1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1606
 AE1606.The geoid height was determined by GEOID03.
 AE1606
 AE1606;                    North         East     Units Scale Factor Converg.
 AE1606;SPC TX S     - 5,079,265.700   268,102.602   MT  0.99995279   -0 08 42.5
 AE1606;SPC TX S     -16,664,224.22    879,599.95   sFT  0.99995279   -0 08 42.5
 AE1606;UTM  14      - 2,917,972.731   517,989.842   MT  0.99960400   +0 04 48.5
 AE1606
 AE1606                          SUPERSEDED SURVEY CONTROL
 AE1606
 AE1606  NAD 83(1986)-  26 22 54.26293(N)    098 49 10.71516(W) AD(       ) 4
 AE1606  NAD 27      -  26 22 53.02531(N)    098 49 09.61656(W) AD(       ) 3
 AE1606
 AE1606.Superseded values are not recommended for survey control.
 AE1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1606.See file dsdata.txt to determine how the superseded data were derived.
 AE1606
 AE1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1799017973(NAD 83)
 AE1606_MARKER: 87 = DOME
 AE1606
 AE1606  HISTORY     - Date     Condition        Report By
 AE1606  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1606
 AE1606                          STATION DESCRIPTION
 AE1606
 AE1606'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0593 ***********************************************************************
 BN0593  DESIGNATION -  RIPPY
 BN0593  PID         -  BN0593
 BN0593  STATE/COUNTY-  TX/BURNET
 BN0593  USGS QUAD   -  MORMON MILL (1986)
 BN0593
 BN0593                         *CURRENT SURVEY CONTROL
 BN0593  ___________________________________________________________________
 BN0593* NAD 83(1993)-  30 38 08.03875(N)    098 08 42.93308(W)     ADJUSTED  
 BN0593* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 BN0593  ___________________________________________________________________
 BN0593  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 BN0593  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 BN0593
 BN0593  HORZ ORDER  -  SECOND
 BN0593
 BN0593.The horizontal coordinates were established by classical geodetic methods
 BN0593.and adjusted by the National Geodetic Survey in February 1996..
 BN0593
 BN0593.The orthometric height was scaled from a topographic map.
 BN0593
 BN0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0593
 BN0593.The geoid height was determined by GEOID03.
 BN0593
 BN0593;                    North         East     Units Scale Factor Converg.
 BN0593;SPC TX C     - 3,109,470.362   909,726.803   MT  0.99990200   +1 07 37.2
 BN0593;SPC TX C     -10,201,654.01  2,984,662.02   sFT  0.99990200   +1 07 37.2
 BN0593;UTM  14      - 3,389,526.012   581,908.875   MT  0.99968276   +0 26 08.1
 BN0593
 BN0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0593!SPC TX C     -   0.99993351  x   0.99990200  =   0.99983552
 BN0593!UTM  14      -   0.99993351  x   0.99968276  =   0.99961629
 BN0593
 BN0593|---------------------------------------------------------------------|
 BN0593| PID    Reference Object                     Distance      Geod. Az  |
 BN0593|                                                           dddmmss.s |
 BN0593| CV6109 RIPPY RM 1                           23.096 METERS 02146     |
 BN0593| CV6110 RIPPY RM 2                           18.899 METERS 14312     |
 BN0593| CV6108 RIPPY AZ MK                                        2022420.4 |
 BN0593|---------------------------------------------------------------------|
 BN0593
 BN0593                          SUPERSEDED SURVEY CONTROL
 BN0593
 BN0593  NAD 83(1986)-  30 38 08.05071(N)    098 08 42.91978(W) AD(       ) 2
 BN0593  NAD 27      -  30 38 07.37660(N)    098 08 41.85000(W) AD(       ) 2
 BN0593
 BN0593.Superseded values are not recommended for survey control.
 BN0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0593.See file dsdata.txt to determine how the superseded data were derived.
 BN0593
 BN0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8190989526(NAD 83)
 BN0593_MARKER: DS = TRIANGULATION STATION DISK
 BN0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0593
 BN0593  HISTORY     - Date     Condition        Report By
 BN0593  HISTORY     - 1956     MONUMENTED       CGS
 BN0593
 BN0593                          STATION DESCRIPTION
 BN0593
 BN0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0593'THE STATION IS ABOUT 7 MILES NORTHEAST OF MARBLE FALLS,
 BN0593'ABOUT 3-1/2 MILES EAST OF THE SMITHWICK STORE AND SERVICE STATION
 BN0593'AND ON LAND LEASED BY MR. RIPPY.  IT IS 8 FEET EAST OF A 4 IN
 BN0593'X 4 IN WHITE WITNESS POST.
 BN0593'
 BN0593'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 BN0593'AND FARM ROAD 1431 IN MARBLE FALLS, GO EAST ON FARM ROAD 1431 FOR
 BN0593'10.45 MILES TO THE END OF THE PAVEMENT, CONTINUE STRAIGHT AHEAD,
 BN0593'EASTERLY, FOR 0.2 MILE TO THE SMITHWICK STORE AND SERVICE
 BN0593'STATION ON THE RIGHT, CONTINUE EASTERLY 1.0 MILE TO A Y-JUNCTION,
 BN0593'CONTINUE STRAIGHT AHEAD, EASTERLY, FOR 0.5 MILE TO A Y-JUNCTION
 BN0593'ABOUT 200 FEET WEST OF A CATTLE GUARD, BEAR LEFT AND GO
 BN0593'NORTH AND EAST FOR 2.8 MILES TO TWO CATTLE GUARDS AND A RANCH
 BN0593'HOUSE ON THE LEFT, CROSS THE CATTLE GUARDS AND FOLLOW GRADED
 BN0593'ROAD NORTHERLY FOR 1.3 MILES TO A SIDE ROAD ON THE RIGHT,
 BN0593'TURN RIGHT AND FOLLOW THE GRADED ROAD UP-HILL (EASTERLY)
 BN0593'FOR 0.35 MILE TO A LOCKED GATE, PASS THROUGH THE GATE AND
 BN0593'GO NORTH AND EAST FOR 0.6 MILE TO THE END OF THE GRADED ROAD
 BN0593'AND A GATE ABOUT 200 YARDS EAST OF A TANK AND WINDMILL, PASS
 BN0593'THROUGH THE GATE AND GO NORTHERLY FOR ABOUT 50 YARDS TO ANOTHER
 BN0593'GATE, PASS THROUGH THIS GATE AND FOLLOW A TRACK ROAD SOUTHERLY
 BN0593'ALONG THE WEST SLOPE OF A HILL FOR 0.25 MILE TO THE AZIMUTH MARK
 BN0593'ON THE RIGHT, FROM THIS POINT GO EAST ABOUT 0.2 MILE, THENCE
 BN0593'NORTHWESTERLY FOR 0.2 MILE TO THE STATION.
 BN0593'
 BN0593'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0593'RIPPY 1956.
 BN0593'
 BN0593'REFERENCE MARK 1 IS 79 FEET NORTH OF THE WITNESS POST.  THE MARK
 BN0593'PROJECTS 2 INCHES, AND THE DISK IS STAMPED RIPPY NO 1 1956.
 BN0593'
 BN0593'REFERENCE MARK 2 IS 68 FEET SOUTHEAST OF THE WITNESS POST AND 7
 BN0593'FEET NORTH OF A TREE.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 BN0593'IS STAMPED RIPPY NO 2 1956.
 BN0593'
 BN0593'THE AZIMUTH MARK IS 160 FEET SOUTH OF THE CENTER OF THE TRACK
 BN0593'ROAD AND 3 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0593'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BN0593'RIPPY 1956.
 BN0593'
 BN0593'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1017 ***********************************************************************
 CT1017  DESIGNATION -  RISING STAR MUNICIPAL TANK
 CT1017  PID         -  CT1017
 CT1017  STATE/COUNTY-  TX/EASTLAND
 CT1017  USGS QUAD   -  RISING STAR (1966)
 CT1017
 CT1017                         *CURRENT SURVEY CONTROL
 CT1017  ___________________________________________________________________
 CT1017* NAD 83(1993)-  32 05 46.55194(N)    098 57 53.25755(W)     ADJUSTED  
 CT1017* NAVD 88     -                                                        
 CT1017  ___________________________________________________________________
 CT1017  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CT1017  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CT1017
 CT1017  HORZ ORDER  -  THIRD
 CT1017
 CT1017.The horizontal coordinates were established by classical geodetic methods
 CT1017.and adjusted by the National Geodetic Survey in February 1996..
 CT1017
 CT1017
 CT1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1017
 CT1017.The geoid height was determined by GEOID03.
 CT1017
 CT1017;                    North         East     Units Scale Factor Converg.
 CT1017;SPC TXNC     - 2,047,736.779   556,125.810   MT  1.00001047   -0 15 12.6
 CT1017;SPC TXNC     - 6,718,283.08  1,824,556.09   sFT  1.00001047   -0 15 12.6
 CT1017;SPC TX C     - 3,270,146.912   829,187.338   MT  1.00006415   +0 42 17.6
 CT1017;SPC TX C     -10,728,806.99  2,720,425.46   sFT  1.00006415   +0 42 17.6
 CT1017;UTM  14      - 3,551,106.502   503,321.938   MT  0.99960014   +0 01 07.3
 CT1017
 CT1017                          SUPERSEDED SURVEY CONTROL
 CT1017
 CT1017  NAD 83(1986)-  32 05 46.56125(N)    098 57 53.24922(W) AD(       ) 4
 CT1017  NAD 27      -  32 05 46.04300(N)    098 57 52.03300(W) AD(       ) 3
 CT1017
 CT1017.Superseded values are not recommended for survey control.
 CT1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1017.See file dsdata.txt to determine how the superseded data were derived.
 CT1017
 CT1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA0332251107(NAD 83)
 CT1017_MARKER: 51 = TANK
 CT1017
 CT1017  HISTORY     - Date     Condition        Report By
 CT1017  HISTORY     - 1935     FIRST OBSERVED   CGS
 CT1017  HISTORY     - 1957     GOOD             CGS
 CT1017
 CT1017                          STATION DESCRIPTION
 CT1017
 CT1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1017'POINT OBSERVED UPON IS FINIAL ATOP A 100 FOOT SILVER MUNICIPAL
 CT1017'WATER TANK LOCATED JUST S OF RAILROAD TRACKS, 1/2 BLOCK W OF
 CT1017'THE MAIN STREET.
 CT1017'
 CT1017'OBSERVED FROM ATWELL AND BURKETT.
 CT1017
 CT1017                          STATION RECOVERY (1957)
 CT1017
 CT1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1017'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1527 ***********************************************************************
 AH1527  DESIGNATION -  RISKEN LOOKOUT TOWER
 AH1527  PID         -  AH1527
 AH1527  STATE/COUNTY-  TX/KENEDY
 AH1527  USGS QUAD   -  LA PARRA RANCH (1975)
 AH1527
 AH1527                         *CURRENT SURVEY CONTROL
 AH1527  ___________________________________________________________________
 AH1527* NAD 83(1993)-  27 10 00.45562(N)    097 41 25.80480(W)     ADJUSTED  
 AH1527* NAVD 88     -                                                        
 AH1527  ___________________________________________________________________
 AH1527  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AH1527  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AH1527
 AH1527  HORZ ORDER  -  THIRD
 AH1527
 AH1527.The horizontal coordinates were established by classical geodetic methods
 AH1527.and adjusted by the National Geodetic Survey in February 1996..
 AH1527
 AH1527
 AH1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1527
 AH1527.The geoid height was determined by GEOID03.
 AH1527
 AH1527;                    North         East     Units Scale Factor Converg.
 AH1527;SPC TX S     - 5,166,458.773   380,219.163   MT  0.99989896   +0 22 03.1
 AH1527;SPC TX S     -16,950,290.16  1,247,435.70   sFT  0.99989896   +0 22 03.1
 AH1527;UTM  14      - 3,005,586.338   629,736.555   MT  0.99980778   +0 35 52.7
 AH1527
 AH1527                          SUPERSEDED SURVEY CONTROL
 AH1527
 AH1527  NAD 83(1986)-  27 10 00.47371(N)    097 41 25.77969(W) AD(       ) 4
 AH1527  NAD 27      -  27 09 59.30700(N)    097 41 24.78900(W) AD(       ) 3
 AH1527
 AH1527.Superseded values are not recommended for survey control.
 AH1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1527.See file dsdata.txt to determine how the superseded data were derived.
 AH1527
 AH1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2973705586(NAD 83)
 AH1527_MARKER: 57 = LOOKOUT TOWER
 AH1527
 AH1527  HISTORY     - Date     Condition        Report By
 AH1527  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1527
 AH1527                          STATION DESCRIPTION
 AH1527
 AH1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1527'LOCATED 7.5 MILES SE OF SARITA, AND 3.5 MILES S. OF MAIN GROUP
 AH1527'OF BUILDINGS ON THE KENEDY RANCH.  TOWER IS APPROXIMATELY 250
 AH1527'FEET E. OF SE. END OF A POND, APPROXIMATELY 250 FEET NW. OF A
 AH1527'HUNTING LODGE, AND IS ON TOP OF THE HIGHEST KNOLL IN THE VICINITY.
 AH1527'STATION IS CENTER OF WOOD-FRAME LOOKOUT TOWER 30 FEET HIGH,
 AH1527'HAVING A METAL, PYRAMIDAL SHAPED ROOF.  STATION IS ON SQUARE
 AH1527'MILE OF LAND OWNED BY CARL AND MERLE RISKEN OF RIVIERA, TEXAS,
 AH1527'FROM WHOM GATE KEY MAY BE PROCURED.  TO REACH FROM U.S.
 AH1527'HIGHWAY 77 AT SARITA, TAKE ALL WEATHER ROAD E. 1.3 MILES TO
 AH1527'GATES ON BOTH SIDES OF ROAD.  TAKE FIELD ROAD S. AND SE. 3.5
 AH1527'MILES TO GATE IN N-S FENCE AND ROAD FORK.  TAKE LEFT FORK E.
 AH1527'AND SE. 3.3 MILES TO LOCKED GATE ON N. SIDE OF RISKEN PROPERTY,
 AH1527'CONTINUE SE AND E.  0.85 MILE TO HUNTING LODGE AND VICINITY
 AH1527'OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0832 ***********************************************************************
 BP0832  DESIGNATION -  RIT
 BP0832  PID         -  BP0832
 BP0832  STATE/COUNTY-  TX/TERRELL
 BP0832  USGS QUAD   -  CIRCLE DOT RANCH NE (1979)
 BP0832
 BP0832                         *CURRENT SURVEY CONTROL
 BP0832  ___________________________________________________________________
 BP0832* NAD 83(1993)-  30 26 06.05987(N)    102 05 35.54315(W)     ADJUSTED  
 BP0832* NAVD 88     -       840.4    (meters)    2757.     (feet)  VERTCON   
 BP0832  ___________________________________________________________________
 BP0832  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BP0832  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BP0832
 BP0832  HORZ ORDER  -  SECOND
 BP0832
 BP0832.The horizontal coordinates were established by classical geodetic methods
 BP0832.and adjusted by the National Geodetic Survey in February 1996..
 BP0832
 BP0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0832
 BP0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0832
 BP0832.The geoid height was determined by GEOID03.
 BP0832
 BP0832;                    North         East     Units Scale Factor Converg.
 BP0832;SPC TXSC     - 4,292,281.979   302,878.874   MT  1.00004734   -1 30 55.4
 BP0832;SPC TXSC     -14,082,261.79    993,695.11   sFT  1.00004734   -1 30 55.4
 BP0832;UTM  13      - 3,370,579.652   779,181.413   MT  1.00056166   +1 28 24.3
 BP0832
 BP0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0832!SPC TXSC     -   0.99987167  x   1.00004734  =   0.99991900
 BP0832!UTM  13      -   0.99987167  x   1.00056166  =   1.00043326
 BP0832
 BP0832:                Primary Azimuth Mark                     Grid Az
 BP0832:SPC TXSC     -  RIT AZ MK                                133 35 59.9
 BP0832:UTM  13      -  RIT AZ MK                                130 36 40.2
 BP0832
 BP0832|---------------------------------------------------------------------|
 BP0832| PID    Reference Object                     Distance      Geod. Az  |
 BP0832|                                                           dddmmss.s |
 BP0832| CI0324 RIT AZ MK                                          1320504.5 |
 BP0832| CI0325 RIT RM 1                             47.171 METERS 17753     |
 BP0832| CI0326 RIT RM 2                             31.699 METERS 27929     |
 BP0832|---------------------------------------------------------------------|
 BP0832
 BP0832                          SUPERSEDED SURVEY CONTROL
 BP0832
 BP0832  NAD 83(1986)-  30 26 06.05539(N)    102 05 35.55626(W) AD(       ) 2
 BP0832  NAD 27      -  30 26 05.42000(N)    102 05 34.08300(W) AD(       ) 2
 BP0832  NGVD 29 (07/19/86)  840.2    (m)         2757.     (f) VERT ANG       
 BP0832
 BP0832.Superseded values are not recommended for survey control.
 BP0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0832.See file dsdata.txt to determine how the superseded data were derived.
 BP0832
 BP0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7918170580(NAD 83)
 BP0832_MARKER: DS = TRIANGULATION STATION DISK
 BP0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0832
 BP0832  HISTORY     - Date     Condition        Report By
 BP0832  HISTORY     - 1935     MONUMENTED       CGS
 BP0832  HISTORY     - 1967     GOOD             USGS
 BP0832  HISTORY     - 1969     GOOD             CGS
 BP0832  HISTORY     - 1988     GOOD             LOCSUR
 BP0832
 BP0832                          STATION DESCRIPTION
 BP0832
 BP0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0832'STATION LIES 24-1/2 MILES AIRLINE SW OF SHEFFIELD, ABOUT 5 MILES N
 BP0832'OF THE PROSSER AND BROWN RANCH HEADQUARTERS, 1-1/2 MILES NNW OF
 BP0832'A LONE WINDMILL AND CONCRETE TANK, 0.8 MILE NE OF A DIRT TANK, 0.4
 BP0832'MILE NW OF THE HEAD OF A DRAW RUNNING TO THE NE.  STATION IS ON A
 BP0832'LONG, E-W DIVIDING RIDGE, 0.4 MILE NW OF THE LOWEST POINT ON
 BP0832'THE RIDGE FOR SEVERAL MILES.  THERE IS MUCH HIGHER GROUND BOTH
 BP0832'TO THE E AND W OF STATION.  STATION MARK PROJECTS 5 INCHES.
 BP0832'
 BP0832'SURFACE, UNDEGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BP0832'BRONZE DISKS SET IN CONCRETE.
 BP0832'
 BP0832'REFERENCE MARK NO. 1 IS SSE OF STATION, AND PROJECTS 4 INCHES.
 BP0832'
 BP0832'REFERENCE MARK NO. 2 IS WSW OF STATION, AND PROJECTS 4 INCHES.
 BP0832'
 BP0832'AZIMUTH MARK IS SE OF STATION, 0.2 MILE SE OF THE HEAD OF A
 BP0832'DRAW RUNNING TO THE NE, 250 FEET S OF AN ABANDONED TRAIL, AND
 BP0832'PROJECTS 4 INCHES.
 BP0832'
 BP0832'STATION MAY BE REACHED FROM PROSSER AND BROWN RANCH HEADQUARTERS
 BP0832'BY DRIVING N 0.7 MILE ON PLAIN ROAD, TAKE LESSER TRAVELED FORK
 BP0832'NORTHERLY 0.1 MILE, PASS THROUGH RED BOARD GATE AND DRIVE
 BP0832'NORTHERLY ON MAIN LEFT FORK UP DRAW FOR 3.0 MILES, PASS JUST N OF
 BP0832'LONE WINDMILL AND CONCRETE TANK AND KEEP MAIN ROAD UP FACE OF
 BP0832'RIDGE FOR 1.7 MILES.  CROSS SMALL DRAW JUST W OF DIRT TANK, LEAVE
 BP0832'TRACK ROAD AND DRIVE ACROSS COUNTRY NORTHEASTERLY UP FLAT-TOPPED
 BP0832'SIDE RIDGE 0.6 MILE TO MAIN RIDGE, THENCE TURN E ALONG BACK OF
 BP0832'MAIN RIDGE 0.3 MILE TO STATION.
 BP0832'
 BP0832'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATIONS SCOTT AND
 BP0832'MOSER.  A 20-FOOT TOWER WAS USED.  STATION WOULD REQUIRE A VERY
 BP0832'HIGH TOWER TO SHOW EITHER E OR W.
 BP0832
 BP0832                          STATION RECOVERY (1967)
 BP0832
 BP0832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BP0832'STATION MARK - STANDARD NGS BRONZE DISK CEMENTED IN TOP OF CONCRETE
 BP0832'POST SET FIRMLY IN GROUND, PROJECTING 0.3 FT. ABOVE GROUND, STAMPED
 BP0832'---RIT 1935---.
 BP0832'
 BP0832'REFERENCE MARKS - NONE.
 BP0832
 BP0832                          STATION RECOVERY (1969)
 BP0832
 BP0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HH)
 BP0832'STATION RECOVERED IN GOOD CONDITION.
 BP0832'
 BP0832'THE STATION IS LOCATED ABOUT 28 MILES, AIRLINE, NE OF SANDERSON,
 BP0832'TEXAS ON A HIGH POINT OF A RIDGE.
 BP0832'
 BP0832'TO REACH THE STATION FROM JUNCTION OF U.S. HWY 90 AND 285 IN
 BP0832'SANDERSON, TEXAS PROCEED N ON HWY 285 FOR 15.1 MILES TO JUNCTION
 BP0832'OF RANCH ROAD 2400.  TURN RIGHT ON THE RANCH ROAD 2400 FOR 21.3
 BP0832'MILES.  TURN RIGHT AT THE SIDE ROAD AND GO THROUGH GATE, TAKE
 BP0832'LEFT FORK FOR 1 MILE TO A Y-ROAD.  TAKE LEFT FORK 0.5 MILE TO A
 BP0832'GATE.  CONTINUE ON THROUGH THE GATE FOR 0.9 MILE.  THEN TURN
 BP0832'LEFT CROSS COUNTRY FOR 0.2 MILE TO HIGH GROUND AND STATION
 BP0832'SITE.
 BP0832'
 BP0832'STATION MARK--A USC AND GS BRONZE TABLET STAMPED RIT 1935 AND SET
 BP0832'IN CONCRETE THAT PROJECTS 0.5 FEET.
 BP0832'
 BP0832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SHEFFIELD,
 BP0832'24-1/3 MILES SW.
 BP0832
 BP0832                          STATION RECOVERY (1988)
 BP0832
 BP0832'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (LCC)
 BP0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0875 ***********************************************************************
 FM0875  DESIGNATION -  RITA
 FM0875  PID         -  FM0875
 FM0875  STATE/COUNTY-  TX/HARTLEY
 FM0875  USGS QUAD   -  CHANNING NW (1971)
 FM0875
 FM0875                         *CURRENT SURVEY CONTROL
 FM0875  ___________________________________________________________________
 FM0875* NAD 83(1993)-  35 42 18.12524(N)    102 24 15.28381(W)     ADJUSTED  
 FM0875* NAVD 88     -      1154.     (meters)    3786.     (feet)  VERTCON   
 FM0875  ___________________________________________________________________
 FM0875  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 FM0875  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 FM0875
 FM0875  HORZ ORDER  -  THIRD
 FM0875
 FM0875.The horizontal coordinates were established by classical geodetic methods
 FM0875.and adjusted by the National Geodetic Survey in February 1996..
 FM0875
 FM0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0875
 FM0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0875
 FM0875.The geoid height was determined by GEOID03.
 FM0875
 FM0875;                    North         East     Units Scale Factor Converg.
 FM0875;SPC TX N     - 1,189,526.377   118,174.775   MT  0.99992339   -0 31 26.6
 FM0875;SPC TX N     - 3,902,637.79    387,711.74   sFT  0.99992339   -0 31 26.6
 FM0875;UTM  13      - 3,954,339.203   734,843.100   MT  1.00027966   +1 30 56.2
 FM0875
 FM0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0875!SPC TX N     -   0.99982297  x   0.99992339  =   0.99974637
 FM0875!UTM  13      -   0.99982297  x   1.00027966  =   1.00010258
 FM0875
 FM0875|---------------------------------------------------------------------|
 FM0875| PID    Reference Object                     Distance      Geod. Az  |
 FM0875|                                                           dddmmss.s |
 FM0875| CJ8297 RITA RM 1                            29.450 METERS 00913     |
 FM0875| CJ8296 RITA AZ MK                                         0875104.2 |
 FM0875| FM0869 CHANNING SW PUB SER CO TANK         APPROX. 6.8 KM 1064746.9 |
 FM0875| CJ8298 RITA RM 2                             8.660 METERS 26419     |
 FM0875|---------------------------------------------------------------------|
 FM0875
 FM0875                          SUPERSEDED SURVEY CONTROL
 FM0875
 FM0875  NAD 83(1993)-  35 42 18.12648(N)    102 24 15.28144(W) AD(       ) 3
 FM0875  NAD 83(1986)-  35 42 18.13313(N)    102 24 15.27462(W) AD(       ) 3
 FM0875  NAD 27      -  35 42 17.98700(N)    102 24 13.55700(W) AD(       ) 3
 FM0875  NGVD 29 (07/19/86) 1153.     (m)         3783.     (f) VERT ANG       
 FM0875
 FM0875.Superseded values are not recommended for survey control.
 FM0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0875.See file dsdata.txt to determine how the superseded data were derived.
 FM0875
 FM0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3484354339(NAD 83)
 FM0875_MARKER: DS = TRIANGULATION STATION DISK
 FM0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0875
 FM0875  HISTORY     - Date     Condition        Report By
 FM0875  HISTORY     - 1953     MONUMENTED       CGS
 FM0875  HISTORY     - 1973     GOOD             USAF
 FM0875
 FM0875                          STATION DESCRIPTION
 FM0875
 FM0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0875'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF FARM ROAD 767,
 FM0875'ABOUT 4 MILES WEST NORTHWEST OF CHANNING, 46.7 FEET SOUTH OF THE
 FM0875'CENTERLINE OF THE PAVED ROAD, 5.7 FEET EAST OF A WHITE WITNESS
 FM0875'POST AND 5 FEET NORTH OF THE EAST-WEST FENCELINE.
 FM0875'
 FM0875'TO REACH, FROM THE U.S. POST OFFICE IN CHANNING, GO SOUTH 0.05
 FM0875'MILE TO FARM ROAD 767.  TURN RIGHT, AND GO WESTERLY, ON FARM
 FM0875'ROAD 767, FOR 4.15 MILES TO THE AZIMUTH MARK.  CONTINUE WEST,
 FM0875'ON FARM ROAD 767, FOR 0.4 MILE TO THE STATION.
 FM0875'
 FM0875'THE STATION MARK IS A STANDARD DISK, STAMPED RITE 1953, SET IN
 FM0875'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FM0875'ABOUT 2 INCHES.
 FM0875'
 FM0875'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED RITA NO 1
 FM0875'1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FM0875'PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 FM0875'STATION.  IT IS LOCATED 45 FEET NORTH OF THE CENTERLINE OF THE
 FM0875'PAVED ROAD AND 12 INCHES SOUTH OF THE EAST-WEST FENCELINE.
 FM0875'
 FM0875'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED RITA NO 2
 FM0875'1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FM0875'PROJECTS ABOUT 6 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 FM0875'STATION.  IT IS LOCATED 45 FEET SOUTH OF THE CENTERLINE OF THE
 FM0875'PAVED ROAD AND 12 INCHES NORTH OF THE EAST-WEST FENCELINE.
 FM0875'
 FM0875'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RITA 1953, SET IN
 FM0875'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FM0875'ABOUT 3 INCHES.  IT IS LOCATED 45 FEET NORTH OF THE CENTERLINE
 FM0875'OF THE PAVED ROAD AND 12 INCHES SOUTH OF THE EAST-WEST FENCE
 FM0875'LINE.
 FM0875
 FM0875                          STATION RECOVERY (1973)
 FM0875
 FM0875'RECOVERY NOTE BY US AIR FORCE 1973
 FM0875'ALL MARKS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 FM0875'FOLLOWS--
 FM0875'
 FM0875'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF FARM ROAD
 FM0875'767, ABOUT 4 MILES WEST NORTHWEST OF CHANNING, 46.7 FEET
 FM0875'SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 5.7 FEET EAST OF A
 FM0875'WHITE WITNESS POST AND 5 FEET NORTH OF THE EAST-WEST FENCELINE.
 FM0875'TO REACH, FROM THE U.S. POST OFFICE IN CHANNING, GO SOUTH 0.05
 FM0875'MILE TO FARM ROAD 767.  TURN RIGHT, AND GO WESTERLY, ON FARM
 FM0875'ROAD 767, FOR 4.15 MILES TO THE AZIMUTH MARK.  CONTINUE WEST,
 FM0875'ON FARM ROAD 767, FOR 0.4 MILE TO THE STATION.  THE STATION
 FM0875'MARK IS A STANDARD DISK, STAMPED RITA 1953, SET IN THE TOP
 FM0875'OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 FM0875'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1460 ***********************************************************************
 GL1460  DESIGNATION -  RITA
 GL1460  PID         -  GL1460
 GL1460  STATE/COUNTY-  TX/DALLAM
 GL1460  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL1460
 GL1460                         *CURRENT SURVEY CONTROL
 GL1460  ___________________________________________________________________
 GL1460* NAD 83(1993)-  36 18 23.65597(N)    103 02 27.86270(W)     ADJUSTED  
 GL1460* NAVD 88     -      1409.6    (meters)    4625.     (feet)  VERTCON   
 GL1460  ___________________________________________________________________
 GL1460  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 GL1460  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 GL1460
 GL1460  HORZ ORDER  -  SECOND
 GL1460
 GL1460.The horizontal coordinates were established by classical geodetic methods
 GL1460.and adjusted by the National Geodetic Survey in February 1996..
 GL1460
 GL1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1460
 GL1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1460
 GL1460.The geoid height was determined by GEOID03.
 GL1460
 GL1460;                    North         East     Units Scale Factor Converg.
 GL1460;SPC TX N     - 1,256,974.725    61,592.264   MT  1.00003108   -0 53 35.2
 GL1460;SPC TX N     - 4,123,924.58    202,073.95   sFT  1.00003108   -0 53 35.2
 GL1460;SPC NM E     -   589,307.535   281,054.744   MT  1.00007499   +0 45 54.9
 GL1460;SPC NM E     - 1,933,419.80    922,093.77   sFT  1.00007499   +0 45 54.9
 GL1460;UTM  13      - 4,019,733.174   675,877.901   MT  0.99998114   +1 09 36.7
 GL1460
 GL1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1460!SPC TX N     -   0.99978241  x   1.00003108  =   0.99981348
 GL1460!SPC NM E     -   0.99978241  x   1.00007499  =   0.99985738
 GL1460!UTM  13      -   0.99978241  x   0.99998114  =   0.99976355
 GL1460
 GL1460|---------------------------------------------------------------------|
 GL1460| PID    Reference Object                     Distance      Geod. Az  |
 GL1460|                                                           dddmmss.s |
 GL1460| CM9903 RITA RM 2                            14.541 METERS 17952     |
 GL1460| GL1472 SHEETS                              APPROX. 6.8 KM 1795426.3 |
 GL1460| CM9902 RITA RM 1                            14.880 METERS 35941     |
 GL1460|---------------------------------------------------------------------|
 GL1460
 GL1460                          SUPERSEDED SURVEY CONTROL
 GL1460
 GL1460  NAD 83(1993)-  36 18 23.65607(N)    103 02 27.86260(W) AD(       ) 2
 GL1460  NAD 83(1993)-  36 18 23.65800(N)    103 02 27.86112(W) AD(       ) 2
 GL1460  NAD 83(1986)-  36 18 23.66569(N)    103 02 27.85824(W) AD(       ) 2
 GL1460  NAD 27      -  36 18 23.55708(N)    103 02 26.10596(W) AD(       ) 2
 GL1460  NGVD 29 (07/19/86) 1408.9    (m)         4622.     (f) VERT ANG       
 GL1460
 GL1460.Superseded values are not recommended for survey control.
 GL1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1460.See file dsdata.txt to determine how the superseded data were derived.
 GL1460
 GL1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7587819733(NAD 83)
 GL1460_MARKER: DD = SURVEY DISK
 GL1460_SETTING: 0 = UNSPECIFIED SETTING
 GL1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1460+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL1460
 GL1460  HISTORY     - Date     Condition        Report By
 GL1460  HISTORY     - 1970     MONUMENTED       USGS
 GL1460  HISTORY     - 20050806 GOOD             USPSQD
 GL1460
 GL1460                          STATION DESCRIPTION
 GL1460
 GL1460'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RDS)
 GL1460'THE STATION IS LOCATED SOUTH 09 DEG WEST 5.0 MILES AIRLINE FROM
 GL1460'TEXLINE, TEXAS, SOUTH 39 DEG EAST, 13.0 MILES AIRLINE FROM CLAYTON,
 GL1460'NEW MEXICO, 49 FEET EAST OF CENTER OF FARM ROAD 296, 6 FEET
 GL1460'NORTHEAST OF A USGS WITNESS SIGN FASTENED TO A METAL POST 3 FEET
 GL1460'WEST OF NORTH-SOUTH FENCE.
 GL1460'
 GL1460'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND TEXAS FARM
 GL1460'296 IN TEXLINE, GO 5.55 MILES SOUTH ALONG FARM ROAD 296 TO SUMMIT
 GL1460'OF SAND HILL AND STATION ON LEFT.
 GL1460'
 GL1460'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 GL1460'STEEL ROD DRIVEN TO A DEPTH OF 15 FEET.  CENTERED IN AN ORANGEBURG
 GL1460'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 GL1460'THE TABLET IS FLUSH WITH GROUND AND IS STAMPED RITA ET 1970.
 GL1460'
 GL1460'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET
 GL1460'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10
 GL1460'FEET, CENTERED IN AN ORAGEBURG TILE, 6 INCHES IN DIAMETER, 12
 GL1460'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 GL1460'GROUND AND IS STAMPED RITA ET NO. 1 1970.
 GL1460'
 GL1460'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET
 GL1460'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10
 GL1460'FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER,
 GL1460'12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH
 GL1460'GROUND AND IS STAMPED RITA ET NO. 2 1970.
 GL1460'
 GL1460'STATION SHEETS ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 GL1460'AND WILL SERVE AS THE AZIMUTH MARK.
 GL1460'
 GL1460'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 GL1460
 GL1460                          STATION RECOVERY (2005)
 GL1460
 GL1460'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1460'FOUND AS DESCRIBED. MARK WAS ABOUT 1 FOOT ABOVE GROUND.
 GL1460'R1 WAS FOUND IN GOOD CONDITION BUT ABOUT 10 INCHES ABOVE THE GROUND.
 GL1460'R2 WAS FOUND BUT ABOUT 16 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1236 ***********************************************************************
 AJ1236  DESIGNATION -  RITTER
 AJ1236  PID         -  AJ1236
 AJ1236  STATE/COUNTY-  TX/DUVAL
 AJ1236  USGS QUAD   -  ROSITA (1968)
 AJ1236
 AJ1236                         *CURRENT SURVEY CONTROL
 AJ1236  ___________________________________________________________________
 AJ1236* NAD 83(1993)-  27 51 43.69701(N)    098 27 33.92537(W)     ADJUSTED  
 AJ1236* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 AJ1236  ___________________________________________________________________
 AJ1236  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AJ1236  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AJ1236
 AJ1236  HORZ ORDER  -  THIRD
 AJ1236
 AJ1236.The horizontal coordinates were established by classical geodetic methods
 AJ1236.and adjusted by the National Geodetic Survey in February 1996..
 AJ1236
 AJ1236.The orthometric height was scaled from a topographic map.
 AJ1236
 AJ1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1236
 AJ1236.The geoid height was determined by GEOID03.
 AJ1236
 AJ1236;                    North         East     Units Scale Factor Converg.
 AJ1236;SPC TX S     - 5,243,249.909   303,996.257   MT  1.00000742   +0 01 06.3
 AJ1236;SPC TX S     -17,202,229.08    997,361.05   sFT  1.00000742   +0 01 06.3
 AJ1236;UTM  14      - 3,082,048.182   553,218.763   MT  0.99963496   +0 15 09.5
 AJ1236
 AJ1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1236!SPC TX S     -   0.99997437  x   1.00000742  =   0.99998179
 AJ1236!UTM  14      -   0.99997437  x   0.99963496  =   0.99960933
 AJ1236
 AJ1236:                Primary Azimuth Mark                     Grid Az
 AJ1236:SPC TX S     -  ROSITA                                   217 51 37.7
 AJ1236:UTM  14      -  ROSITA                                   217 37 34.5
 AJ1236
 AJ1236|---------------------------------------------------------------------|
 AJ1236| PID    Reference Object                     Distance      Geod. Az  |
 AJ1236|                                                           dddmmss.s |
 AJ1236| AJ1330 ROSITA                              APPROX.10.7 KM 2175244.0 |
 AJ1236|---------------------------------------------------------------------|
 AJ1236
 AJ1236                          SUPERSEDED SURVEY CONTROL
 AJ1236
 AJ1236  NAD 83(1986)-  27 51 43.70283(N)    098 27 33.90125(W) AD(       ) 3
 AJ1236  NAD 27      -  27 51 42.62746(N)    098 27 32.85922(W) AD(       ) 3
 AJ1236
 AJ1236.Superseded values are not recommended for survey control.
 AJ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1236.See file dsdata.txt to determine how the superseded data were derived.
 AJ1236
 AJ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5321982048(NAD 83)
 AJ1236_MARKER: DD = SURVEY DISK
 AJ1236_SETTING: 0 = UNSPECIFIED SETTING
 AJ1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1236
 AJ1236  HISTORY     - Date     Condition        Report By
 AJ1236  HISTORY     - 1920     MONUMENTED       USGS
 AJ1236
 AJ1236                          STATION DESCRIPTION
 AJ1236
 AJ1236'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1236'SAN DIEGO, GO 11.7 MI. W. ON STATE HIGHWAY 44, TURN RIGHT AND FOLLOW
 AJ1236'COUNTY  RD. 4.4 MI. TO LOCKED GATE ON W., GO SW. 0.05 MI. TO WINDMILL,
 AJ1236'TURN RIGHT W. AND FOLLOW TRACK 0.205 TO WINDMILL ON TOP OF HILL, 100
 AJ1236'FT. W. OF WINDMILL, 21 FT. S. OF CENTER OF TRACK RD.  PIPE PROJECTS
 AJ1236'ABOUT 18 IN. AND LEANS SLIGHTLY, CAP IS STANDARD BM WITH TRIANGLE IN
 AJ1236'CENTER, NOT STAMPED.  REFERENCE PIPE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6060 ***********************************************************************
 AW6060  DESIGNATION -  RIVER
 AW6060  PID         -  AW6060
 AW6060  STATE/COUNTY-  TX/CHAMBERS
 AW6060  USGS QUAD   -  ANAHUAC (1993)
 AW6060
 AW6060                         *CURRENT SURVEY CONTROL
 AW6060  ___________________________________________________________________
 AW6060* NAD 83(1993)-  29 47 35.71827(N)    094 42 47.71090(W)     ADJUSTED  
 AW6060* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AW6060  ___________________________________________________________________
 AW6060  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW6060  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6060
 AW6060  HORZ ORDER  -  THIRD
 AW6060
 AW6060.The horizontal coordinates were established by classical geodetic methods
 AW6060.and adjusted by the National Geodetic Survey in February 1996..
 AW6060
 AW6060.The orthometric height was scaled from a topographic map.
 AW6060
 AW6060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6060
 AW6060.The geoid height was determined by GEOID03.
 AW6060
 AW6060;                    North         East     Units Scale Factor Converg.
 AW6060;SPC TXSC     - 4,224,807.559 1,014,330.664   MT  0.99989513   +2 06 00.5
 AW6060;SPC TXSC     -13,860,889.47  3,327,849.85   sFT  0.99989513   +2 06 00.5
 AW6060;UTM  15      - 3,297,107.076   334,406.690   MT  0.99993833   -0 51 05.3
 AW6060
 AW6060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6060!SPC TXSC     -   1.00000430  x   0.99989513  =   0.99989943
 AW6060!UTM  15      -   1.00000430  x   0.99993833  =   0.99994263
 AW6060
 AW6060                          SUPERSEDED SURVEY CONTROL
 AW6060
 AW6060  NAD 83(1986)-  29 47 35.73543(N)    094 42 47.69242(W) AD(       ) 3
 AW6060  NAD 27      -  29 47 34.93917(N)    094 42 46.98683(W) AD(       ) 3
 AW6060
 AW6060.Superseded values are not recommended for survey control.
 AW6060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6060.See file dsdata.txt to determine how the superseded data were derived.
 AW6060
 AW6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3440797107(NAD 83)
 AW6060_MARKER: W = UNMONUMENTED
 AW6060_SETTING: 0 = UNSPECIFIED SETTING
 AW6060
 AW6060  HISTORY     - Date     Condition        Report By
 AW6060  HISTORY     - 1933     MONUMENTED       CGS
 AW6060  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW6060
 AW6060                          STATION DESCRIPTION
 AW6060
 AW6060'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6060'STATION WAS TEMPORARY AND NOT MARKED.  IT WAS A FLAG PLACED IN A
 AW6060'TREE TOO CLOSE TO THE RIVER TO BE MARKED PERMANENTLY.
 AW6060'LOCALITY - ANAHUAC.
 AW6060
 AW6060                          STATION RECOVERY (2001)
 AW6060
 AW6060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6060'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0762 ***********************************************************************
 AO0762  DESIGNATION -  RIVER
 AO0762  PID         -  AO0762
 AO0762  STATE/COUNTY-  TX/DIMMIT
 AO0762  USGS QUAD   -  WOODARD LAKE (1972)
 AO0762
 AO0762                         *CURRENT SURVEY CONTROL
 AO0762  ___________________________________________________________________
 AO0762* NAD 83(1993)-  28 37 54.60059(N)    099 44 53.56556(W)     ADJUSTED  
 AO0762* NAVD 88     -       174.5    (meters)     573.     (feet)  VERTCON   
 AO0762  ___________________________________________________________________
 AO0762  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AO0762  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AO0762
 AO0762  HORZ ORDER  -  FIRST
 AO0762
 AO0762.The horizontal coordinates were established by classical geodetic methods
 AO0762.and adjusted by the National Geodetic Survey in February 1996..
 AO0762
 AO0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0762
 AO0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0762
 AO0762.The geoid height was determined by GEOID03.
 AO0762
 AO0762;                    North         East     Units Scale Factor Converg.
 AO0762;SPC TXSC     - 4,088,731.214   526,843.177   MT  0.99993795   -0 21 59.6
 AO0762;SPC TXSC     -13,414,445.66  1,728,484.66   sFT  0.99993795   -0 21 59.6
 AO0762;UTM  14      - 3,167,425.863   426,866.271   MT  0.99966601   -0 21 30.8
 AO0762
 AO0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0762!SPC TXSC     -   0.99997631  x   0.99993795  =   0.99991426
 AO0762!UTM  14      -   0.99997631  x   0.99966601  =   0.99964233
 AO0762
 AO0762|---------------------------------------------------------------------|
 AO0762| PID    Reference Object                     Distance      Geod. Az  |
 AO0762|                                                           dddmmss.s |
 AO0762| CV6112 RIVER RM 1                           10.934 METERS 16505     |
 AO0762| CV6113 RIVER RM 2                            8.700 METERS 30157     |
 AO0762| CV6111 RIVER AZ MK                                        3074443.3 |
 AO0762|---------------------------------------------------------------------|
 AO0762
 AO0762                          SUPERSEDED SURVEY CONTROL
 AO0762
 AO0762  NAD 83(1986)-  28 37 54.59781(N)    099 44 53.54354(W) AD(       ) 1
 AO0762  NAD 27      -  28 37 53.66609(N)    099 44 52.35525(W) AD(       ) 1
 AO0762  NGVD 29 (07/19/86)  174.4    (m)          572.     (f) VERT ANG       
 AO0762
 AO0762.Superseded values are not recommended for survey control.
 AO0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0762.See file dsdata.txt to determine how the superseded data were derived.
 AO0762
 AO0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2686667426(NAD 83)
 AO0762_MARKER: DS = TRIANGULATION STATION DISK
 AO0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0762
 AO0762  HISTORY     - Date     Condition        Report By
 AO0762  HISTORY     - 1971     MONUMENTED       NGS
 AO0762  HISTORY     - 1980     POOR             LOCSUR
 AO0762
 AO0762                          STATION DESCRIPTION
 AO0762
 AO0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0762'THE STATION IS ABOUT 7-1/2 MILES NORTH AND 6-1/2 MILES EAST OF
 AO0762'CARRIZO SPRINGS, 3-1/2 MILES SOUTH AND 4-1/2 MILES EAST OF CRYSTAL
 AO0762'CITY, 3-3/4 MILES NORTH AND 5 MILES WEST OF BRUNDAGE, 3/4 MILE
 AO0762'SOUTH OF THE ZAVALA-DIMMIT COUNTY LINE AND AT THE JUNCTION OF FARM
 AO0762'ROADS 65 AND 395 ON THE HIGHWAY RIGHT-OF-WAY.
 AO0762'
 AO0762'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND FARM
 AO0762'ROAD 65 IN BRUNDAGE, GO NORTHWEST ON ROAD 65 FOR 6.4 MILES TO THE
 AO0762'JUNCTION OF FARM ROAD 395 ON RIGHT AND THE STATION ON LEFT.
 AO0762'
 AO0762'STATION MARKS ARE STANDARD DISKS STAMPED RIVER 1971.  THE SURFACE
 AO0762'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0762'THAT IS SET 2 INCHES BELOW THE GROUND SURFACE.  IT IS 73 FEET SOUTH
 AO0762'OF THE JUNCTION OF ROADS 65 AND 395, 47 FEET SOUTHWEST OF THE
 AO0762'CENTER OF ROAD 65, 38 FEET NORTHWEST OF THE CENTER OF A BLADED
 AO0762'ROAD, 3 FEET NORTHEAST OF A BARBED-WIRE FENCE AND 3.4 FEET EAST OF
 AO0762'A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 AO0762'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0762'
 AO0762'REFERENCE MARK 1, A STANDARD DISK STAMPED RIVER NO 1 1971, IS SET IN
 AO0762'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 AO0762'WITH THE GROUND SURFACE.  IT IS 70 FEET SOUTHWEST OF THE CENTER OF
 AO0762'ROAD, 35.8 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS POST, 27 FEET
 AO0762'NORTHWEST OF THE CENTER OF THE BLADED ROAD, 1 FOOT EAST OF THE
 AO0762'FENCE AND APPROXIMATELY 0.5 FOOT LOWER THAN THE STATION.
 AO0762'
 AO0762'REFERENCE MARK 2, A STANDARD DISK STAMPED RIVER NO 2 1971, IS SET IN
 AO0762'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 AO0762'WITH THE GROUND SURFACE.  IT IS 49.5 FEET SOUTHWEST OF THE CENTER
 AO0762'OF ROAD, 26.5 FEET NORTHWEST OF THE METAL WITNESS POST, 1 FOOT
 AO0762'NORTHEAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0762'
 AO0762'AZIMUTH MARK, A STANDARD DISK STAMPED RIVER 1971, IS SET IN THE TOP
 AO0762'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 AO0762'ABOVE THE GROUND SURFACE.  IT IS 49 FEET SOUTHWEST OF THE SOUTHWEST
 AO0762'RAIL OF THE RAILROAD TRACK, 48.5 FEET NORTHEAST OF THE CENTER OF
 AO0762'ROAD 65, 30 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 2.5
 AO0762'FEET NORTHWEST OF A METAL WITNESS POST AND 3 FEET SOUTHEAST OF POWER
 AO0762'LINE POLE NUMBERED 397.
 AO0762'
 AO0762'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON FARM ROAD
 AO0762'65 FOR 1.0 MILE TO A SIDE ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 AO0762'
 AO0762'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 AO0762
 AO0762                          STATION RECOVERY (1980)
 AO0762
 AO0762'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (MRB)
 AO0762'RIVER 1971 RECOVERED O.K. NOW UP 3 INCHES AND LIGHTLY HIT BY DISC
 AO0762'PLOW.
 AO0762'
 AO0762'RIVER 1971 RM 1 RECOVERED GOOD.
 AO0762'
 AO0762'RIVER 1971 RM 2 RECOVERED GOOD.
 AO0762'
 AO0762'RIVER 1971 AZM. MK. NOT SEARCHED FOR.
 AO0762'
 AO0762'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MI. S AND 4-1/2
 AO0762'MI. E OF CRYSTAL CITY, TX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3225 ***********************************************************************
 BK3225  DESIGNATION -  RIVER
 BK3225  PID         -  BK3225
 BK3225  STATE/COUNTY-  TX/ORANGE
 BK3225  USGS QUAD   -  TERRY (1974)
 BK3225
 BK3225                         *CURRENT SURVEY CONTROL
 BK3225  ___________________________________________________________________
 BK3225* NAD 83(1993)-  30 00 47.91965(N)    093 58 54.42138(W)     ADJUSTED  
 BK3225* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BK3225  ___________________________________________________________________
 BK3225  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK3225  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK3225
 BK3225  HORZ ORDER  -  SECOND
 BK3225
 BK3225.The horizontal coordinates were established by classical geodetic methods
 BK3225.and adjusted by the National Geodetic Survey in February 1996..
 BK3225
 BK3225.The orthometric height was scaled from a topographic map.
 BK3225
 BK3225.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3225
 BK3225.The geoid height was determined by GEOID03.
 BK3225
 BK3225;                    North         East     Units Scale Factor Converg.
 BK3225;SPC TX C     - 3,055,917.815 1,312,440.588   MT  1.00002919   +3 16 17.1
 BK3225;SPC TX C     -10,025,957.03  4,305,898.83   sFT  1.00002919   +3 16 17.1
 BK3225;SPC TXSC     - 4,251,988.770 1,083,943.494   MT  0.99993315   +2 27 30.6
 BK3225;SPC TXSC     -13,950,066.49  3,556,237.95   sFT  0.99993315   +2 27 30.6
 BK3225;SPC LA S     -   170,694.215   744,536.697   MT  0.99992577   -1 19 27.3
 BK3225;SPC LA S     -   560,019.27  2,442,700.81   sFT  0.99992577   -1 19 27.3
 BK3225;UTM  15      - 3,320,666.106   405,319.540   MT  0.99971060   -0 29 28.1
 BK3225
 BK3225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3225!SPC TX C     -   1.00000414  x   1.00002919  =   1.00003333
 BK3225!SPC TXSC     -   1.00000414  x   0.99993315  =   0.99993729
 BK3225!SPC LA S     -   1.00000414  x   0.99992577  =   0.99992991
 BK3225!UTM  15      -   1.00000414  x   0.99971060  =   0.99971474
 BK3225
 BK3225|---------------------------------------------------------------------|
 BK3225| PID    Reference Object                     Distance      Geod. Az  |
 BK3225|                                                           dddmmss.s |
 BK3225| CV9138 RIVER RM 1                           22.879 METERS 00247     |
 BK3225| BK3227 PURE OIL COMPANY TALLEST STACK      APPROX. 1.0 KM 1602829.1 |
 BK3225| BK3226 SUN OIL COMPANY STEEL STACK         APPROX. 0.7 KM 1655520.3 |
 BK3225| CV9139 RIVER RM 2                           25.480 METERS 18251     |
 BK3225| AW5724 SUNOCO                              APPROX. 3.5 KM 2261307.7 |
 BK3225| BL2063 MC FADDIN USE                       APPROX. 5.2 KM 2790054.2 |
 BK3225|---------------------------------------------------------------------|
 BK3225
 BK3225                          SUPERSEDED SURVEY CONTROL
 BK3225
 BK3225  NAD 83(1993)-  30 00 47.91914(N)    093 58 54.42135(W) AD(       ) 2
 BK3225  NAD 83(1986)-  30 00 47.93745(N)    093 58 54.40366(W) AD(       ) 2
 BK3225  NAD 27      -  30 00 47.17100(N)    093 58 53.77800(W) AD(       ) 2
 BK3225
 BK3225.Superseded values are not recommended for survey control.
 BK3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3225.See file dsdata.txt to determine how the superseded data were derived.
 BK3225
 BK3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0532020666(NAD 83)
 BK3225_MARKER: DS = TRIANGULATION STATION DISK
 BK3225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BK3225_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BK3225
 BK3225  HISTORY     - Date     Condition        Report By
 BK3225  HISTORY     - 1933     MONUMENTED       CGS
 BK3225  HISTORY     - 20011109 MARK NOT FOUND   USPSQD
 BK3225
 BK3225                          STATION DESCRIPTION
 BK3225
 BK3225'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BK3225'LOCATED ON THE E BANK OF THE NECHES RIVER, ABOUT 0.3 MILE N
 BK3225'OF THE SUN OIL COMPANY DOCK W OF SMITHS BLUFF.  IT IS ABOUT 60
 BK3225'METERS FROM THE BANK, NEAR THE S END OF A GROVE OF TREES
 BK3225'FRINGING THE RIVER AT THIS POINT.
 BK3225'
 BK3225'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER
 BK3225'OF THE TOP OF A TILE.
 BK3225'
 BK3225'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.  REFERENCE
 BK3225'MARK 1 IS TO THE N AND REFERENCE MARK 2 TO THE S.
 BK3225'
 BK3225'A 25-FOOT SIGNAL WAS BUILT OVER THE STATION TO CLEAR THE TREES.
 BK3225'
 BK3225'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
 BK3225
 BK3225                          STATION RECOVERY (2001)
 BK3225
 BK3225'RECOVERY NOTE BY US POWER SQUADRON 2001 (WAF)
 BK3225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0517 ***********************************************************************
 CE0517  DESIGNATION -  RIVER
 CE0517  PID         -  CE0517
 CE0517  STATE/COUNTY-  TX/EL PASO
 CE0517  USGS QUAD   -  YSLETA NW (1994)
 CE0517
 CE0517                         *CURRENT SURVEY CONTROL
 CE0517  ___________________________________________________________________
 CE0517* NAD 83(1993)-  31 44 05.07901(N)    106 23 02.49455(W)     ADJUSTED  
 CE0517* NAVD 88     -      1124.81   (+/-2cm)    3690.3    (feet)  VERTCON   
 CE0517  ___________________________________________________________________
 CE0517  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CE0517  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0517
 CE0517  HORZ ORDER  -  SECOND
 CE0517  VERT ORDER  -  THIRD ? (See Below)
 CE0517
 CE0517.The horizontal coordinates were established by classical geodetic methods
 CE0517.and adjusted by the National Geodetic Survey in February 1996..
 CE0517
 CE0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0517.The vertical order pertains to the NGVD 29 superseded value.
 CE0517
 CE0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0517
 CE0517.The geoid height was determined by GEOID03.
 CE0517
 CE0517;                    North         East     Units Scale Factor Converg.
 CE0517;SPC TX C     - 3,244,854.153   126,914.756   MT  0.99996346   -3 06 59.3
 CE0517;SPC TX C     -10,645,825.67    416,386.16   sFT  0.99996346   -3 06 59.3
 CE0517;UTM  13      - 3,511,867.716   368,890.627   MT  0.99981200   -0 43 41.1
 CE0517
 CE0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0517!SPC TX C     -   0.99982722  x   0.99996346  =   0.99979068
 CE0517!UTM  13      -   0.99982722  x   0.99981200  =   0.99963925
 CE0517
 CE0517|---------------------------------------------------------------------|
 CE0517| PID    Reference Object                     Distance      Geod. Az  |
 CE0517|                                                           dddmmss.s |
 CE0517| CC8131 RIVER RM 2                           42.909 METERS 01511     |
 CE0517| CC8129 RIVER AZ MK                                        0592813.0 |
 CE0517| CC8130 RIVER RM 1                           41.503 METERS 28029     |
 CE0517|---------------------------------------------------------------------|
 CE0517
 CE0517                          SUPERSEDED SURVEY CONTROL
 CE0517
 CE0517  NAD 83(1993)-  31 44 05.08046(N)    106 23 02.49357(W) AD(       ) 2
 CE0517  NAD 83(1986)-  31 44 05.08221(N)    106 23 02.49311(W) AD(       ) 2
 CE0517  NAD 27      -  31 44 04.68500(N)    106 23 00.55600(W) AD(       ) 2
 CE0517  NGVD 29 (07/19/86) 1124.30   (m)         3688.6    (f) LEVELING    3  
 CE0517
 CE0517.Superseded values are not recommended for survey control.
 CE0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0517.See file dsdata.txt to determine how the superseded data were derived.
 CE0517
 CE0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6889111868(NAD 83)
 CE0517_MARKER: DS = TRIANGULATION STATION DISK
 CE0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0517
 CE0517  HISTORY     - Date     Condition        Report By
 CE0517  HISTORY     - 1936     MONUMENTED       CGS
 CE0517  HISTORY     - 1954     GOOD             AMS
 CE0517
 CE0517                          STATION DESCRIPTION
 CE0517
 CE0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0517'STATION IS 4.5 MILES, AIRLINE, S BY E OF EL PASO ON THE U.S.
 CE0517'LEVEE ON THE N SIDE OF THE RIO GRANDE RIVER AT THE JUNCTION
 CE0517'OF A ROAD FROM THE N.  IT IS 3/4 MILE S OF U.S. ROUTE 80.
 CE0517'
 CE0517'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE STANDARD
 CE0517'BRONZE DISKS SET IN CONCRETE.
 CE0517'
 CE0517'STATION MARK IS FLUSH WITH GROUND, 22.5 FEET N OF THE CENTER
 CE0517'LINE OF A GRADED ROAD.  22.5 FEET S OF THE CENTER LINE OF
 CE0517'A GRADED ROAD.  AND 73.3 FEET E OF THE INTERSECTION OF THESE
 CE0517'TWO ROADS.
 CE0517'
 CE0517'REFERENCE MARK NO. 1 IS 35 FEET S OF THE CENTER LINE OF A
 CE0517'GRADED ROAD, RUNNING NW AND SE.  THE MARK PROJECTS 2 INCHES.
 CE0517'
 CE0517'REFERENCE MARK NO. 2 IS AN INTERNATIONAL BOUNDARY COMMISSION
 CE0517'MARK WITH THE ELEVATION STAMPED THEREON.
 CE0517'THIS MARK IS SET IN THE HEADWALL ON THE
 CE0517'W END OF A GALVANIZED FLUME.
 CE0517'
 CE0517'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE W END OF THE
 CE0517'HEADWALL OF AN IRRIGATION CULVERT, 30.5 FEET S OF THE CENTER
 CE0517'LINE OF U.S. HIGHWAY 80, 10 FEET N OF A RIGHT-OF-WAY CONCRETE
 CE0517'POST NO. 218-2, 22.5 FEET ENE OF THE GAS METER, AND 4 MILES
 CE0517'E OF THE CITY LIMITS OF EL PASO ON U.S. HIGHWAY 80.
 CE0517'
 CE0517'THIS STATION WAS REACHED FROM THE CITY LIMITS OF EL PASO
 CE0517'BY GOING E ON U.S. HIGHWAY 80 FOR 4.4 MILES TO A GRADED
 CE0517'ROAD THAT TURNS SHARP TO THE RIGHT.  THIS POINT IS 100 YARDS
 CE0517'NW OF MONTIONS GROCERY.  HERE TURN SHARP RIGHT AND GO 0.8
 CE0517'MILE TO THE LEVEE ROAD AND THE STATION ON THE LEFT.
 CE0517
 CE0517                          STATION RECOVERY (1954)
 CE0517
 CE0517'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0517'THE STATION MARK (A STANDARD DISK, SET IN THE TOP OF ACONCRETE
 CE0517'POST) COULD NOT BE FOUND.  THE REFERENCE MARKS COULD NOT BE
 CE0517'FOUND EITHER, BUT THE AZIMUTH MARK WAS RECOVERED IN GOOD
 CE0517'CONDITION.
 CE0517'
 CE0517'THE AZIMUTH MARK (A STANDARD AZIMUTH-MARK DISK, STAMPED RIVER
 CE0517'1936 AND SET IN THE TOP OF THE SW HEADWALL OF AN IRRIGATION
 CE0517'CANAL) WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 CE0517'MARK PROJECTS 4.0 FT. ABOVE THE BOTTOM OF THE CANAL, AND
 CE0517'PROJECTS 2.0 FT. ABOVE THE GROUND TO THE N.  THE WHITE STUCCO
 CE0517'HOUSE REFERRED TO IN THE ORIGINAL DESCRIPTION NOW HAS A RED
 CE0517'ASPHALT ROOF RATHER THAN RED TILE.  THE ADDRESS OF THIS HOUSE
 CE0517'IS 7516.  THE MARK IS 31 FT. N-NE OF THE CENTERLINE OF HIGHWAY
 CE0517'80 AND THE CENTER OF A CANAL, AND 13 FT. W-NW OF THE
 CE0517'CENTERLINE OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0621 ***********************************************************************
 DP0621  DESIGNATION -  RIVER
 DP0621  PID         -  DP0621
 DP0621  STATE/COUNTY-  TX/GARZA
 DP0621  USGS QUAD   -  POST EAST (1969)
 DP0621
 DP0621                         *CURRENT SURVEY CONTROL
 DP0621  ___________________________________________________________________
 DP0621* NAD 83(1993)-  33 12 14.96782(N)    101 16 19.90827(W)     ADJUSTED  
 DP0621* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 DP0621  ___________________________________________________________________
 DP0621  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DP0621  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 DP0621
 DP0621  HORZ ORDER  -  SECOND
 DP0621
 DP0621.The horizontal coordinates were established by classical geodetic methods
 DP0621.and adjusted by the National Geodetic Survey in February 1996..
 DP0621
 DP0621.The orthometric height was scaled from a topographic map.
 DP0621
 DP0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0621
 DP0621.The geoid height was determined by GEOID03.
 DP0621
 DP0621;                    North         East     Units Scale Factor Converg.
 DP0621;SPC TXNC     - 2,173,902.118   341,589.610   MT  0.99987615   -1 30 43.0
 DP0621;SPC TXNC     - 7,132,210.53  1,120,698.58   sFT  0.99987615   -1 30 43.0
 DP0621;UTM  14      - 3,676,220.758   288,208.650   MT  1.00015307   -1 14 41.2
 DP0621
 DP0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0621!SPC TXNC     -   0.99988853  x   0.99987615  =   0.99976470
 DP0621!UTM  14      -   0.99988853  x   1.00015307  =   1.00004158
 DP0621
 DP0621|---------------------------------------------------------------------|
 DP0621| PID    Reference Object                     Distance      Geod. Az  |
 DP0621|                                                           dddmmss.s |
 DP0621| CJ8300 RIVER RM 1                           11.548 METERS 07049     |
 DP0621| CJ8301 RIVER RM 2                           15.358 METERS 24221     |
 DP0621| DP0622 POST ATT MICROWAVE                  APPROX. 1.8 KM 2495030.6 |
 DP0621| CJ8299 RIVER AZ MK                                        2504530.2 |
 DP0621| DP0624 POST POSTEX MILLS CO STACK          APPROX. 9.4 KM 2574848.9 |
 DP0621| DP0629 POST SW BELL TEL CO RAD MAST        APPROX.14.4 KM 2721330.6 |
 DP0621|---------------------------------------------------------------------|
 DP0621
 DP0621                          SUPERSEDED SURVEY CONTROL
 DP0621
 DP0621  NAD 83(1993)-  33 12 14.96919(N)    101 16 19.90557(W) AD(       ) 2
 DP0621  NAD 83(1986)-  33 12 14.97415(N)    101 16 19.89575(W) AD(       ) 2
 DP0621  NAD 27      -  33 12 14.63373(N)    101 16 18.41570(W) AD(       ) 2
 DP0621
 DP0621.Superseded values are not recommended for survey control.
 DP0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0621.See file dsdata.txt to determine how the superseded data were derived.
 DP0621
 DP0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB8820976221(NAD 83)
 DP0621_MARKER: DS = TRIANGULATION STATION DISK
 DP0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0621
 DP0621  HISTORY     - Date     Condition        Report By
 DP0621  HISTORY     - 1968     MONUMENTED       CGS
 DP0621  HISTORY     - 1982     GOOD             NGS
 DP0621
 DP0621                          STATION DESCRIPTION
 DP0621
 DP0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0621'STATION IS LOCATED ABOUT 27 MILES SOUTHEAST OF SLATON, 16 MILES
 DP0621'SOUTH SOUTHWEST OF KALGARY, 6 MILES EAST OF POST AND ON THE
 DP0621'SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 380.
 DP0621'
 DP0621'TO REACH FROM THE POST OFFICE IN POST BY GOING EAST ON MAIN
 DP0621'STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAYS 84 AND 380,
 DP0621'CONTINUE EAST ON U.S. HIGHWAY 380 FOR 6.1 MILES TO A RED BOARD
 DP0621'CORRAL ON THE LEFT, (CONTINUE EAST OF ABOUT 200 YARDS TO THE
 DP0621'AZIMUTH MARK ON THE LEFT), CONTINUE EASTERLY FOR 0.35 MILE TO THE
 DP0621'STATION ON THE RIGHT JUST EAST OF A METAL GATE.
 DP0621'
 DP0621'STATION MARK IS A STANDARD DISK, STAMPED RIVER 1964, SET IN THE
 DP0621'TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES ABOVE
 DP0621'THE GROUND, IT IS 54.5 FEET SOUTH OF THE CENTER LINE OF
 DP0621'U.S. HIGHWAY 380, 16.2 FEET EAST OF THE CENTER OF A METAL GATE,
 DP0621'5.3 FEET NORTHEAST OF A METAL WITNESS POST, 4.1 FEET NORTH OF A
 DP0621'FENCE.
 DP0621'
 DP0621'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RIVER NO 1 1964, SET
 DP0621'IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES
 DP0621'ABOVE THE GROUND, IT IS 58 FEET SOUTH OF THE CENTER LINE OF
 DP0621'U.S. HIGHWAY 380, 47 FEET EAST OF THE EAST END OF A METAL GATE,
 DP0621'41.7 FEET EAST OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE.
 DP0621'
 DP0621'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RIVER NO 2 1864, SET
 DP0621'IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 5 INCHES
 DP0621'ABOVE THE GROUND, IT IS 58 FEET SOUTH OF THE CENTER LINE OF
 DP0621'U.S. HIGHWAY 380, 46.8 FEET WEST OF A METAL WITNESS POST, 34.8
 DP0621'FEET WEST OF THE CENTER OF A METAL GATE, 0.8 FOOT NORTH OF A
 DP0621'FENCE.
 DP0621'
 DP0621'AZIMUTH MARK IS A STANDARD DISK, STAMPED RIVER 1964, SET IN THE
 DP0621'TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES ABOVE
 DP0621'THE GROUND, IT IS 60 FEET NORTH OF THE CENTER LINE OF
 DP0621'U.S. HIGHWAY 380, 2.4 FEET WEST OF A METAL WITNESS POST, 1.8
 DP0621'FEET SOUTHWEST OF A SOUTHEAST CORNER OF A WIRE CORRAL, 0.9 FOOT
 DP0621'SOUTH OF A FENCE.
 DP0621'
 DP0621'DISTANCE BETWEEN REFERENCE MARKS 1 AND 2, 88.04 FEET 26.834 METERS
 DP0621'
 DP0621'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 DP0621
 DP0621                          STATION RECOVERY (1982)
 DP0621
 DP0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DP0621'THE STATION, REFERENCE MARKS NO 1, NO 2, AND THE AZIMUTH MARK WERE
 DP0621'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0410 ***********************************************************************
 BA0410  DESIGNATION -  RIVER
 BA0410  PID         -  BA0410
 BA0410  STATE/COUNTY-  TX/BREWSTER
 BA0410  USGS QUAD   -  CUPOLA MOUNTAIN (1983)
 BA0410
 BA0410                         *CURRENT SURVEY CONTROL
 BA0410  ___________________________________________________________________
 BA0410* NAD 83(1993)-  29 38 00.86485(N)    102 50 08.46028(W)     ADJUSTED  
 BA0410* NAVD 88     -      1198.     (meters)    3930.     (feet)  SCALED    
 BA0410  ___________________________________________________________________
 BA0410  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 BA0410  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BA0410
 BA0410  HORZ ORDER  -  FIRST
 BA0410
 BA0410.The horizontal coordinates were established by classical geodetic methods
 BA0410.and adjusted by the National Geodetic Survey in February 1996..
 BA0410
 BA0410.The orthometric height was scaled from a topographic map.
 BA0410
 BA0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0410
 BA0410.The geoid height was determined by GEOID03.
 BA0410
 BA0410;                    North         East     Units Scale Factor Converg.
 BA0410;SPC TXSC     - 4,205,604.816   228,669.467   MT  0.99987678   -1 52 44.9
 BA0410;SPC TXSC     -13,797,888.47    750,226.41   sFT  0.99987678   -1 52 44.9
 BA0410;UTM  13      - 3,280,140.831   709,531.583   MT  1.00014174   +1 04 13.9
 BA0410
 BA0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0410!SPC TXSC     -   0.99981525  x   0.99987678  =   0.99969206
 BA0410!UTM  13      -   0.99981525  x   1.00014174  =   0.99995697
 BA0410
 BA0410|---------------------------------------------------------------------|
 BA0410| PID    Reference Object                     Distance      Geod. Az  |
 BA0410|                                                           dddmmss.s |
 BA0410| CI0327 RIVER RM 1                            9.245 METERS 07229     |
 BA0410| BA0426 STUART                              APPROX.23.6 KM 2291743.4 |
 BA0410| CI0328 RIVER RM 2                            4.688 METERS 23629     |
 BA0410|---------------------------------------------------------------------|
 BA0410
 BA0410                          SUPERSEDED SURVEY CONTROL
 BA0410
 BA0410  NAD 83(1986)-  29 38 00.85680(N)    102 50 08.47986(W) AD(       ) 1
 BA0410  NAD 27      -  29 38 00.15500(N)    102 50 06.91200(W) AD(       ) 1
 BA0410
 BA0410.Superseded values are not recommended for survey control.
 BA0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0410.See file dsdata.txt to determine how the superseded data were derived.
 BA0410
 BA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGN0953280141(NAD 83)
 BA0410_MARKER: DS = TRIANGULATION STATION DISK
 BA0410_SETTING: 80 = SET IN A BOULDER
 BA0410_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BA0410
 BA0410  HISTORY     - Date     Condition        Report By
 BA0410  HISTORY     - 1934     MONUMENTED       CGS
 BA0410  HISTORY     - 1958     GOOD             AMS
 BA0410
 BA0410                          STATION DESCRIPTION
 BA0410
 BA0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0410'ABOUT 6 MILES WEST OF THE RIO GRANDE, 6 MILES NORTHWEST OF MOUTH
 BA0410'OF MARAVILLAS CREEK, 10 MILES EAST-SOUTHEAST OF STILLWELL RANCH
 BA0410'ON MARAVILLAS CREEK, AND 7 MILES EAST-NORTHEAST OF BLACK GAP
 BA0410'RANCH.  ON THE HIGHEST POINT OF A CONE-SHAPED PEAK, ON A RIDGE
 BA0410'EXTENDING NORTHWEST AND SOUTHEAST ABOUT 3.5 MILES EAST OF
 BA0410'MARAVILLAS CREEK.
 BA0410'
 BA0410'TO REACH FROM BLACK GAP RANCH, GO SOUTHEAST 0.1 MILE FROM
 BA0410'RANCH HOUSE TO WINDMILL, THENCE EASTWARD ON UNIMPROVED ROAD
 BA0410'2.7 MILES TO RESERVOIR AND ADOBE HOUSE.  CONTINUE EAST 1.15 MILES
 BA0410'TO FORK, TAKE RIGHT FORK, GO 1.6 MILES WHERE ROAD BEARS
 BA0410'EAST-SOUTHEAST, CONTINUE 1.45 MILES TO A LARGE GRAY BOULDER
 BA0410'ABOUT 10 FEET EAST OF ROAD AND END OF TRUCK TRAVEL.  STATION
 BA0410'REACHED FROM HERE BY GOING UP CANYON TO LEFT BEARING NORTH,
 BA0410'FOR ABOUT 1/2 MILE TO FORK IN CANYON.  TAKE RIGHT FORK,
 BA0410'CONTINUE 1.0 MILE TO FORK, TAKE RIGHT FORK 0.75 MILE TO BASE OF
 BA0410'PEAK.  HORSES MAY BE TAKEN TO THE STATION BY GOING UP SOUTH
 BA0410'SIDE OF CANYON ABOUT 1/2 MILE, THEN CROSSING CANYON AND CONTINUING
 BA0410'UP NORTH SIDE AND TO STATION.  ABOUT 4-HOUR PACK WITH LOAD.
 BA0410'
 BA0410'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BA0410'BOULDERS.  UNDERGROUND MARK
 BA0410'IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BA0410
 BA0410                          STATION RECOVERY (1958)
 BA0410
 BA0410'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0410'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BA0410'
 BA0410'THE STATION IS LOCATED ON THE HIGHEST POINT OF HILL AND DROPS IN
 BA0410'ALL DIRECTIONS.  25 FEET N OF SHARP DROP TO THE S.  28 FEET E
 BA0410'OF SHARP DROP TO THE W.  7 FEET N OF SMALL DARK BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1298 ***********************************************************************
 DM1298  DESIGNATION -  RIVER VIEW
 DM1298  PID         -  DM1298
 DM1298  STATE/COUNTY-  TX/RED RIVER
 DM1298  USGS QUAD   -  ENGLISH (1951)
 DM1298
 DM1298                         *CURRENT SURVEY CONTROL
 DM1298  ___________________________________________________________________
 DM1298* NAD 83(1993)-  33 41 28.42097(N)    094 49 29.81366(W)     ADJUSTED  
 DM1298* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 DM1298  ___________________________________________________________________
 DM1298  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DM1298  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DM1298
 DM1298  HORZ ORDER  -  FIRST
 DM1298
 DM1298.The horizontal coordinates were established by classical geodetic methods
 DM1298.and adjusted by the National Geodetic Survey in February 1996..
 DM1298
 DM1298.The orthometric height was scaled from a topographic map.
 DM1298
 DM1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1298
 DM1298.The geoid height was determined by GEOID03.
 DM1298
 DM1298;                    North         East     Units Scale Factor Converg.
 DM1298;SPC TXNC     - 2,230,468.164   940,650.672   MT  0.99993479   +2 00 15.7
 DM1298;SPC TXNC     - 7,317,794.30  3,086,118.08   sFT  0.99993479   +2 00 15.7
 DM1298;UTM  15      - 3,729,415.418   330,851.572   MT  0.99995273   -1 00 45.3
 DM1298
 DM1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1298!SPC TXNC     -   0.99998558  x   0.99993479  =   0.99992037
 DM1298!UTM  15      -   0.99998558  x   0.99995273  =   0.99993831
 DM1298
 DM1298|---------------------------------------------------------------------|
 DM1298| PID    Reference Object                     Distance      Geod. Az  |
 DM1298|                                                           dddmmss.s |
 DM1298| DM1297 23 ADP                               75.491 METERS 07630     |
 DM1298| CX6172 RIVER VIEW RM 1                      27.703 METERS 11605     |
 DM1298| CX6171 RIVER VIEW AZ MK                                   2222123.0 |
 DM1298| CX6173 RIVER VIEW RM 2                      34.930 METERS 23517     |
 DM1298| DM1327 TEXAS FOREST SERVICE LOT 62         APPROX.22.4 KM 2864759.6 |
 DM1298|---------------------------------------------------------------------|
 DM1298
 DM1298                          SUPERSEDED SURVEY CONTROL
 DM1298
 DM1298  NAD 83(1993)-  33 41 28.42121(N)    094 49 29.81357(W) AD(       ) 1
 DM1298  NAD 83(1986)-  33 41 28.42898(N)    094 49 29.80096(W) AD(       ) 1
 DM1298  NAD 27      -  33 41 28.03800(N)    094 49 29.03300(W) AD(       ) 1
 DM1298
 DM1298.Superseded values are not recommended for survey control.
 DM1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1298.See file dsdata.txt to determine how the superseded data were derived.
 DM1298
 DM1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3085229415(NAD 83)
 DM1298_MARKER: DS = TRIANGULATION STATION DISK
 DM1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1298
 DM1298  HISTORY     - Date     Condition        Report By
 DM1298  HISTORY     - 1951     MONUMENTED       CGS
 DM1298  HISTORY     - 1952     GOOD             CGS
 DM1298  HISTORY     - 1956     GOOD             CGS
 DM1298  HISTORY     - 20010523 POOR             INDIV
 DM1298
 DM1298                          STATION DESCRIPTION
 DM1298
 DM1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1298'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHEAST OF THE
 DM1298'SMALL TOWN OF ENGLISH.  IT IS 53 FEET NORTHWEST OF THE CENTERLINE
 DM1298'OF THE ROAD, 30 FEET SOUTHEAST OF A T-FENCE CORNER AND 23 FEET
 DM1298'EAST-NORTHEAST OF A LARGE OAK TREE WITH A TRIANGLE BLAZE.
 DM1298'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RIVER VIEW
 DM1298'1951.
 DM1298'
 DM1298'REFERENCE MARK NO. 1 IS 26 FEET SOUTHEAST OF THE CENTERLINE
 DM1298'OF THE ROAD AND 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.  THE
 DM1298'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RIVER VIEW NO
 DM1298'1 1951.
 DM1298'
 DM1298'REFERENCE MARK NO. 2 IS 48 FEET WEST OF THE CENTERLINE OF THE
 DM1298'ROAD AND 6 FEET NORTH OF A LARGE OAK TREE.  THE MARK PROJECTS
 DM1298'6 INCHES AND THE DISK IS STAMPED RIVER VIEW NO 2 1951.
 DM1298'
 DM1298'23 ADP (USGS) IS 48 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 DM1298'19 FEET NORTH OF A T-FENCE CORNER AND 2 FEET EAST OF A NORTH
 DM1298'AND SOUTH FENCE.  THE MARK IS A STANDARD U.S.G.S. BENCH
 DM1298'MARK SET IN A 8X8 INCH SQUARE CONCRETE POST WHICH PROJECTS 8
 DM1298'INCHES AND THE DISK IS STAMPED 23 ADP 1949.
 DM1298'
 DM1298'AZIMUTH MARK IS 18 FEET EAST OF THE CENTERLINE OF THE ROAD
 DM1298'AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 DM1298'3 INCHES AND THE DISK IS STAMPED RIVER VIEW 1951.
 DM1298'
 DM1298'TO REACH FROM THE ROAD FORKS AT THE EAST EDGE OF ENGLISH,
 DM1298'TAKE THE LEFT FORK EAST AND NORTH FOR 2.45 MILES TO A SIDE
 DM1298'ROAD RIGHT, KEEP STRAIGHT AHEAD FOR 2.55 MILES TO THE AZIMUTH
 DM1298'MARK ON THE RIGHT, CONTINUE 0.3 MILE TO A POINT WHERE THE
 DM1298'ROAD TURNS RIGHT (EAST) AND THE STATION IS ON THE LEFT AT THE
 DM1298'CORNER OF THE ROAD.
 DM1298'
 DM1298'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 DM1298'
 DM1298'A TRAVERSE CONNECTION WAS MADE FROM STATION RIVER VIEW TO 23 ADP
 DM1298'(USGS).  THE DISTANCE IS AS SHOWN ABOVE.
 DM1298'
 DM1298'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 DM1298
 DM1298                          STATION RECOVERY (1952)
 DM1298
 DM1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1298'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DM1298'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE
 DM1298'MARKS WAS FOUND TO BE CORRECT.  THE DIRECTION TO THE REFERENCE
 DM1298'MARKS AND THE AZIMUTH MARK WAS NOT TAKEN.  THE ORIGINAL
 DM1298'DESCRIPTION IS ADEQUATE.
 DM1298
 DM1298                          STATION RECOVERY (1956)
 DM1298
 DM1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1298'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 DM1298'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DM1298'STATION SITE ARE CORRECT.
 DM1298
 DM1298                          STATION RECOVERY (2001)
 DM1298
 DM1298'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DH)
 DM1298'LOWER MARK O.K., RE-BURIED AND SET HALF INCH STEEL ROD WITH PLASTIC
 DM1298'CAP MARKED 'HAMPTON' OVER MARK, THREE INCHES EXPOSED, REF. MARK ONE IS
 DM1298'O.K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2179 ***********************************************************************
 AN2179  DESIGNATION -  RIVERDALE
 AN2179  PID         -  AN2179
 AN2179  STATE/COUNTY-  TX/GOLIAD
 AN2179  USGS QUAD   -  CHARCO (1987)
 AN2179
 AN2179                         *CURRENT SURVEY CONTROL
 AN2179  ___________________________________________________________________
 AN2179* NAD 83(1993)-  28 37 55.46303(N)    097 33 00.73924(W)     ADJUSTED  
 AN2179* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 AN2179  ___________________________________________________________________
 AN2179  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AN2179  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN2179
 AN2179  HORZ ORDER  -  FIRST
 AN2179
 AN2179.The horizontal coordinates were established by classical geodetic methods
 AN2179.and adjusted by the National Geodetic Survey in February 1996..
 AN2179
 AN2179.The orthometric height was scaled from a topographic map.
 AN2179
 AN2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2179
 AN2179.The geoid height was determined by GEOID03.
 AN2179
 AN2179;                    North         East     Units Scale Factor Converg.
 AN2179;SPC TXSC     - 4,089,402.374   741,751.321   MT  0.99993790   +0 42 37.0
 AN2179;SPC TXSC     -13,416,647.62  2,433,562.46   sFT  0.99993790   +0 42 37.0
 AN2179;UTM  14      - 3,168,082.852   641,715.287   MT  0.99984785   +0 41 41.4
 AN2179
 AN2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2179!SPC TXSC     -   0.99999154  x   0.99993790  =   0.99992944
 AN2179!UTM  14      -   0.99999154  x   0.99984785  =   0.99983939
 AN2179
 AN2179:                Primary Azimuth Mark                     Grid Az
 AN2179:SPC TXSC     -  GOLIAD MUNICIPAL STANDPIPE               073 23 35.9
 AN2179:UTM  14      -  GOLIAD MUNICIPAL STANDPIPE               073 24 31.5
 AN2179
 AN2179|---------------------------------------------------------------------|
 AN2179| PID    Reference Object                     Distance      Geod. Az  |
 AN2179|                                                           dddmmss.s |
 AN2179| AN2077 GOLIAD MUNICIPAL STANDPIPE          APPROX.16.0 KM 0740612.9 |
 AN2179| CV6115 RIVERDALE RM 1                       23.940 METERS 07807     |
 AN2179| CV6114 RIVERDALE AZ MK                                    2860833.2 |
 AN2179| CV6116 RIVERDALE RM 2                       30.347 METERS 31441     |
 AN2179|---------------------------------------------------------------------|
 AN2179
 AN2179                          SUPERSEDED SURVEY CONTROL
 AN2179
 AN2179  NAD 83(1986)-  28 37 55.46918(N)    097 33 00.72254(W) AD(       ) 1
 AN2179  NAD 27      -  28 37 54.50400(N)    097 32 59.74200(W) AD(       ) 1
 AN2179
 AN2179.Superseded values are not recommended for survey control.
 AN2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2179.See file dsdata.txt to determine how the superseded data were derived.
 AN2179
 AN2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4171568083(NAD 83)
 AN2179_MARKER: DS = TRIANGULATION STATION DISK
 AN2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2179_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2179
 AN2179  HISTORY     - Date     Condition        Report By
 AN2179  HISTORY     - 1952     MONUMENTED       CGS
 AN2179  HISTORY     - 1963     GOOD             CGS
 AN2179
 AN2179                          STATION DESCRIPTION
 AN2179
 AN2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2179'THE STATION IS LOCATED ABOUT 10 MILES WEST-SOUTHWEST OF GOLIAD
 AN2179'AND 7-1/2 MILES NORTHEAST OF BERCLAIR.  IT IS ON THE TOP OF
 AN2179'A THICKLY TIMBERED RIDGE WHICH IS THE HIGHEST RIDGE IN THE
 AN2179'VICINITY.
 AN2179'
 AN2179'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND U.S. HIGHWAY
 AN2179'59 IN GOLIAD, GO SOUTHWESTERLY ON U.S. HIGHWAY 59 FOR 5.9
 AN2179'MILES TO THE JUNCTION OF FARM ROAD 1351.  TURN RIGHT, WEST,
 AN2179'ON FARM ROAD 1351 AND GO 5.1 MILES TO A DISTINCTIVE BEND IN
 AN2179'THE PAVED ROAD.  LEAVE THE PAVED ROAD, CONTINUE STRAIGHT AHEAD
 AN2179'ON A DIRT ROAD FOR 100 YARDS TO A CATTLE GUARD.  CROSS OVER
 AN2179'THE CATTLE GUARD, (THIS POINT IS THE JUNCTION OF THREE TRACK
 AN2179'ROADS) TURN LEFT, WEST-SOUTHWEST, ON A TRACK ROAD AND GO 0.6
 AN2179'MILE TO A BEND IN THE ROAD AND THE STATION SITE ON THE LEFT,
 AN2179'SOUTH SIDE OF ROAD.
 AN2179'
 AN2179'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST
 AN2179'ON A DIRT ROAD FOR 0.4 MILE TO A CLEARED AREA AND THE AZIMUTH
 AN2179'MARK ON THE LEFT, SOUTHWEST SIDE OF ROAD.
 AN2179'
 AN2179'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AN2179'CYLINDER.  THE DISK IS STAMPED RIVERDALE 1952, AND PROJECTS
 AN2179'4 INCHES.  IT IS LOCATED 70 FEET SOUTH OF THE CENTER OF A CURVE
 AN2179'IN THE TRACK ROAD AND 5 FEET EAST-SOUTHEAST OF A WHITE WITNESS
 AN2179'POST.
 AN2179'
 AN2179'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 AN2179'CONCRETE CYLINDER.  THE DISK IS STAMPED RIVERDALE NO 1 1952,
 AN2179'AND PROJECTS 5 INCHES.  IT IS LOCATED 90 FEET SOUTH OF THE CENTER
 AN2179'LINE OF A TRACK ROAD.
 AN2179'
 AN2179'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 AN2179'CONCRETE CYLINDER.  THE DISK IS STAMPED RIVERDALE NO 2 1952,
 AN2179'AND PROJECTS 6 INCHES.  IT IS LOCATED 15 FEET NORTH OF THE
 AN2179'CENTER LINE OF A TRACK ROAD.
 AN2179'
 AN2179'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 AN2179'CONCRETE POST.  THE DISK IS STAMPED RIVERDALE 1952, AND PROJECTS
 AN2179'2 INCHES.  IT IS LOCATED 35 FEET WEST OF THE EASTERN EDGE
 AN2179'OF A CLEARED AREA.  12 FEET SOUTH OF THE CENTER LINE OF A TRACK
 AN2179'ROAD.  AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.  IT WILL
 AN2179'BE NECESSARY TO CLEAR BRUSH OR ELEVATE SIGNAL ON THE AZIMUTH
 AN2179'MARK, TO BE VISIBLE AT THE STATION.
 AN2179'
 AN2179'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AN2179
 AN2179                          STATION RECOVERY (1963)
 AN2179
 AN2179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AN2179'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 AN2179'GOOD CONDITION AS DESCRIBED.
 AN2179'
 AN2179'DIRECTIONS FOR PROCEEDING TO STATION SITE HAVE BEEN CHANGED TO
 AN2179'READ AS FOLLOWS.
 AN2179'
 AN2179'THE STATION IS LOCATED ABOUT 10 MILES WEST-SOUTHWEST OF GOLIAD
 AN2179'AND 7-1/2 MILES NORTHEAST OF BERCLAIR.  IT IS ON THE TOP OF A
 AN2179'THICKLY TIMBERED RIDGE WHICH IS THE HIGHEST RIDGE IN THE VICINITY.
 AN2179'
 AN2179'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND U.S. HIGHWAY
 AN2179'59 IN GOLIAD, GO SOUTHWESTERLY ON U.S. HIGHWAY 59 FOR 5.9
 AN2179'MILES TO THE JUNCTION OF FARM ROAD 1351.  TURN RIGHT, WEST,
 AN2179'ON FARM ROAD 1351 AND GO 5.1 MILES TO A DISTINCTIVE BEND IN
 AN2179'THE PAVED ROAD.  TURN LEFT 90 DEGREES AND GO SOUTH ALONG DIRT
 AN2179'ROAD FOR 0.2 MILES TO GATE ON RIGHT.  TURN RIGHT THROUGH GATE
 AN2179'AND GO WESTERLY 0.6 MILE TO TOP OF RIDGE AND STATION AS
 AN2179'DESCRIBED BEFORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1161 ***********************************************************************
 CR1161  DESIGNATION -  RIVES
 CR1161  PID         -  CR1161
 CR1161  STATE/COUNTY-  TX/RUSK
 CR1161  USGS QUAD   -  BERRYHILL CREEK (1973)
 CR1161
 CR1161                         *CURRENT SURVEY CONTROL
 CR1161  ___________________________________________________________________
 CR1161* NAD 83(1993)-  32 03 31.49388(N)    094 47 12.47746(W)     ADJUSTED  
 CR1161* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 CR1161  ___________________________________________________________________
 CR1161  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CR1161  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR1161
 CR1161  HORZ ORDER  -  SECOND
 CR1161
 CR1161.The horizontal coordinates were established by classical geodetic methods
 CR1161.and adjusted by the National Geodetic Survey in February 1996..
 CR1161
 CR1161.The orthometric height was scaled from a topographic map.
 CR1161
 CR1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1161
 CR1161.The geoid height was determined by GEOID03.
 CR1161
 CR1161;                    North         East     Units Scale Factor Converg.
 CR1161;SPC TXNC     - 2,049,675.998   950,582.621   MT  1.00002149   +2 01 30.6
 CR1161;SPC TXNC     - 6,724,645.34  3,118,703.15   sFT  1.00002149   +2 01 30.6
 CR1161;UTM  15      - 3,548,343.857   331,322.931   MT  0.99995089   -0 56 55.1
 CR1161
 CR1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1161!SPC TXNC     -   0.99997904  x   1.00002149  =   1.00000053
 CR1161!UTM  15      -   0.99997904  x   0.99995089  =   0.99992993
 CR1161
 CR1161:                Primary Azimuth Mark                     Grid Az
 CR1161:SPC TXNC     -  RIVES AZ MK                              002 17 16.5
 CR1161:UTM  15      -  RIVES AZ MK                              005 15 42.2
 CR1161
 CR1161|---------------------------------------------------------------------|
 CR1161| PID    Reference Object                     Distance      Geod. Az  |
 CR1161|                                                           dddmmss.s |
 CR1161| CX6174 RIVES AZ MK                                        0041847.1 |
 CR1161| CX6175 RIVES RM 1                           19.146 METERS 06550     |
 CR1161| CX6176 RIVES RM 2                           21.000 METERS 29044     |
 CR1161| CR1158 HENDERSON TEX FOR SERV RAD MST      APPROX.12.2 KM 3492357.5 |
 CR1161| CR1159 HENDERSON LARGER MUN TANK OF 2      APPROX.10.6 KM 3525419.2 |
 CR1161| CR1160 HENDERSON RAD STA KGRI MAST         APPROX. 9.8 KM 3580553.8 |
 CR1161| CR1157 HENDERSON NE MUNICIPAL TANK         APPROX.12.4 KM 3584252.8 |
 CR1161|---------------------------------------------------------------------|
 CR1161
 CR1161                          SUPERSEDED SURVEY CONTROL
 CR1161
 CR1161  NAD 83(1986)-  32 03 31.50346(N)    094 47 12.46515(W) AD(       ) 2
 CR1161  NAD 27      -  32 03 30.91440(N)    094 47 11.69370(W) AD(       ) 2
 CR1161
 CR1161.Superseded values are not recommended for survey control.
 CR1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1161.See file dsdata.txt to determine how the superseded data were derived.
 CR1161
 CR1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3132348344(NAD 83)
 CR1161_MARKER: DS = TRIANGULATION STATION DISK
 CR1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1161
 CR1161  HISTORY     - Date     Condition        Report By
 CR1161  HISTORY     - 1958     MONUMENTED       CGS
 CR1161
 CR1161                          STATION DESCRIPTION
 CR1161
 CR1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1161'THE STATION IS LOCATED NEAR A RED FARM HOUSE ABOUT 12 MILES
 CR1161'NORTH-NORTHWEST OF MT. ENTERPRISE AND ABOUT 7 MILES SOUTH
 CR1161'OF HENDERSON.  IT IS 145 FEET SOUTH OF THE SOUTH SIDE OF
 CR1161'A RED FARM HOUSE AND 20 FEET SOUTH OF THE SOUTH SIDE OF AN
 CR1161'OUTHOUSE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED RIVES
 CR1161'1958.
 CR1161'
 CR1161'REFERENCE MARK NO. 1 IS NEAR THE SOUTHEAST CORNER OF A GARDEN,
 CR1161'22 FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF A FENCE.
 CR1161'THE MARK PROJECTS 4 INCHES AND IS STAMPED RIVES NO 1 1958.
 CR1161'
 CR1161'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF A GARDEN, 28
 CR1161'FEET EAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A 10-INCH
 CR1161'PINE TREE AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 CR1161'8 INCHES AND IS STAMPED RIVES NO 2 1958.
 CR1161'
 CR1161'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A YARD, 77
 CR1161'FEET SOUTH OF THE CENTER OF A DRIVEWAY, 31 FEET WEST OF THE
 CR1161'CENTER OF A DIRT ROAD AND 5 FEET WEST OF A FENCE CORNER.
 CR1161'THE MARK PROJECTS 6 INCHES AND IS STAMPED RIVES 1958.
 CR1161'
 CR1161'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN THE NORTHEAST
 CR1161'EDGE OF HENDERSON, GO SOUTHWESTERLY ON U.S. HIGHWAY NO. 79
 CR1161'(BYPASS) FOR 2.3 MILES TO SOUTH MAIN STREET (U.S. HIGHWAY
 CR1161'NO. 79 BUSINESS) AND AN OILED SIDE ROAD LEFT, TURN LEFT
 CR1161'AND GO SOUTHERLY ON OILED ROAD FOR 2.3 MILES TO A FORKS
 CR1161'SHORTLY AFTER PASSING THE EBENEZER BAPTIST CHURCH, TAKE RIGHT
 CR1161'FORK AND GO ON OILED ROAD FOR 3.0 MILES TO A FORK, TAKE
 CR1161'RIGHT FORK AND CONTINUE AHEAD ON OILED ROAD FOR 0.4 MILE TO
 CR1161'THE AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE AHEAD ON
 CR1161'OILED ROAD FOR 0.2 MILE TO A FORKS, TAKE RIGHT FORK AND GO
 CR1161'ON DIRT ROAD FOR ABOUT 100 YARDS TO A FORKS, TAKE LEFT FORK
 CR1161'AND GO 0.15 MILE TO A RED FARM HOUSE AND STATION ON LEFT
 CR1161'AS DESCRIBED.
 CR1161'
 CR1161'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1550 ***********************************************************************
 AH1550  DESIGNATION -  RIVIERA
 AH1550  PID         -  AH1550
 AH1550  STATE/COUNTY-  TX/KLEBERG
 AH1550  USGS QUAD   -  PAISANO LAKE (1979)
 AH1550
 AH1550                         *CURRENT SURVEY CONTROL
 AH1550  ___________________________________________________________________
 AH1550* NAD 83(1993)-  27 17 40.55915(N)    097 53 07.38941(W)     ADJUSTED  
 AH1550* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 AH1550  ___________________________________________________________________
 AH1550  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1550  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH1550
 AH1550  HORZ ORDER  -  FIRST
 AH1550
 AH1550.The horizontal coordinates were established by classical geodetic methods
 AH1550.and adjusted by the National Geodetic Survey in February 1996..
 AH1550
 AH1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1550
 AH1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1550
 AH1550.The geoid height was determined by GEOID03.
 AH1550
 AH1550;                    North         East     Units Scale Factor Converg.
 AH1550;SPC TX S     - 5,180,510.144   360,837.830   MT  0.99990786   +0 16 44.5
 AH1550;SPC TX S     -16,996,390.36  1,183,848.78   sFT  0.99990786   +0 16 44.5
 AH1550;UTM  14      - 3,019,557.588   610,301.067   MT  0.99975018   +0 30 40.2
 AH1550
 AH1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1550!SPC TX S     -   1.00000035  x   0.99990786  =   0.99990821
 AH1550!UTM  14      -   1.00000035  x   0.99975018  =   0.99975053
 AH1550
 AH1550|---------------------------------------------------------------------|
 AH1550| PID    Reference Object                     Distance      Geod. Az  |
 AH1550|                                                           dddmmss.s |
 AH1550| CV2909 RIVIERA RM 1                         30.753 METERS 08624     |
 AH1550| CV2908 RIVIERA AZ MK                                      1603438.4 |
 AH1550| CV2910 RIVIERA RM 2                         28.425 METERS 18248     |
 AH1550|---------------------------------------------------------------------|
 AH1550
 AH1550                          SUPERSEDED SURVEY CONTROL
 AH1550
 AH1550  NAD 83(1986)-  27 17 40.57352(N)    097 53 07.36358(W) AD(       ) 1
 AH1550  NAD 27      -  27 17 39.42000(N)    097 53 06.37000(W) AD(       ) 1
 AH1550  NGVD 29 (07/19/86)   23.5    (m)           77.     (f) VERT ANG       
 AH1550
 AH1550.Superseded values are not recommended for survey control.
 AH1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1550.See file dsdata.txt to determine how the superseded data were derived.
 AH1550
 AH1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1030119558(NAD 83)
 AH1550_MARKER: DS = TRIANGULATION STATION DISK
 AH1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1550_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1550
 AH1550  HISTORY     - Date     Condition        Report By
 AH1550  HISTORY     - 1913     MONUMENTED       CGS
 AH1550  HISTORY     - 1949     GOOD             CGS
 AH1550  HISTORY     - 1960     GOOD             CGS
 AH1550
 AH1550                          STATION DESCRIPTION
 AH1550
 AH1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AH1550'STATION IS ABOUT 4 MILES DUE W FROM RIVIERA, NEAR THE CENTER
 AH1550'OF THE TOP OF A RATHER PROMINENT ROUND KNOLL, THE ONLY ELEVATION
 AH1550'OF THE KIND IN THE VICINITY, IN PASTURE LAND OWNED BY MRS.
 AH1550'KING.
 AH1550'
 AH1550'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AH1550'DISKS SET IN CONCRETE.
 AH1550'
 AH1550'REFERENCE MARK IS AT THE SAME ELEVATION AS STATION MARK, AND
 AH1550'30.780 METERS (100.98 FEET) FROM THE STATION.
 AH1550'ELEVATION OF STATION 23.5 METERS (77 FEET).
 AH1550
 AH1550                          STATION RECOVERY (1949)
 AH1550
 AH1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1550'STATION AND REFERENCE MARK RECOVERED.  STATION DISK WAS MISSING
 AH1550'AT TIME OF RECOVERY AND A NEW ONE WAS SET IN SAME POSITION.
 AH1550'A SECOND REFERENCE MARK WAS ALSO ESTABLISHED.
 AH1550'
 AH1550'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AH1550'
 AH1550'STATION IS LOCATED 4 MILES W OF SARITA.  TO REACH FROM THE
 AH1550'MISSOURI-PACIFIC RR FREIGHT STATION IN RIVIERA, GO N ON U.S.
 AH1550'HWY 77 0.8 MILE TO PAVED ROAD LEADING W INTO THE SANTA CRUZ
 AH1550'DIVISION OF THE KING RANCH, TURN LEFT AND CROSS RAILROAD TO
 AH1550'LOCKED GATE, PASS THROUGH GATE AND TAKE RIGHT FORK WESTERLY
 AH1550'1.4 MILES TO RANCH BUILDINGS.  LEAVE PAVED ROAD, TURN LEFT,
 AH1550'AND GO S ALONG TRACK ROAD 0.9 MILE TO GATE, PASS THROUGH GATE,
 AH1550'TURN RIGHT AND GO W ALONG TRACK ROAD 2.4 MILES TO LOCKED GATE,
 AH1550'PASS THROUGH GATE, TURN LEFT AND GO S 0.1 MILE TO WATER
 AH1550'TROUGH, TAKE TRACK ROAD W FOR 0.35 MILE, TURN RIGHT AND GO N
 AH1550'CROSS COUNTRY 0.6 MILE TO PROMINENT KNOLL AND THE
 AH1550'STATION.
 AH1550'
 AH1550'THE STATION IS IN THE EASTERN PART OF THE CANELLO PASTURE, OF THE
 AH1550'KING RANCH, NEAR THE CENTER OF THE TOP OF A PROMINENT KNOLL,
 AH1550'ON THE N SIDE OF SALADO CREEK, 0.7 MILE NW OF THE RINCON DE
 AH1550'PANCHO WINDMILL AND 3.4 FT. E OF A WITNESS POST.
 AH1550'
 AH1550'A STANDARD DISK STAMPED RIVIERA 1913 IN TOP OF A 14 INCH
 AH1550'ROUND MONUMENT PROJECTING 2 INCHES.
 AH1550'
 AH1550'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED RIVIERA NO 1 1913
 AH1550'AND IS ALONG THE TOP OF KNOLL SE OF THE STATION.  THE MARK IS
 AH1550'FLUSH WITH THE GROUND.
 AH1550'
 AH1550'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED RIVIERA 1949 NO
 AH1550'2 AND IS ALONG THE TOP OF THE KNOLL SW OF THE STATION.  THE MARK
 AH1550'PROJECTS 2 INCHES.
 AH1550'
 AH1550'(KEYS FOR LOCKED GATES CAN BE OBTAINED FROM RANCH OFFICIALS IN
 AH1550'KINGSVILLE).
 AH1550
 AH1550                          STATION RECOVERY (1960)
 AH1550
 AH1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AH1550'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 AH1550'2 WERE RECOVERED IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS
 AH1550'SET.  THE DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.  THE
 AH1550'DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED.  REFERENCE
 AH1550'MARK NO. 2 WAS FOUND TO BE .04 FOOT SHORTER THAN PREVIOUSLY
 AH1550'MEASURED.
 AH1550'
 AH1550'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AH1550'
 AH1550'THE STATION IS APPROXIMATELY 5 MILES WEST OF RIVIERA, 8 MILES
 AH1550'NORTHWEST OF SARITA, 16 MILES NORTHEAST OF FALFURRIAS, NEAR THE
 AH1550'CENTER OF THE TOP OF A PROMINENT KNOLL AND ON THE PROPERTY
 AH1550'OF THE KING RANCH.
 AH1550'
 AH1550'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AH1550'AND STATE HIGHWAY 285 IN FALFURRIAS, GO EAST ON HIGHWAY 285
 AH1550'FOR 5.45 MILES TO A CROSSROAD AND FARM ROAD NO. 2191 TO THE
 AH1550'RIGHT.  CONTINUE EAST ON HIGHWAY 285 FOR 8.8 MILES TO TWO
 AH1550'ALUMINUM GATES ON THE LEFT AND ONE ON THE RIGHT.  TURN LEFT
 AH1550'THROUGH THE GATE (GATE IS LOCKED AND WILL NEED KEY) AND GO NORTH
 AH1550'ON THE MAIN ROAD THROUGH A PASTURE FOR 2.0 MILES TO A WINDMILL
 AH1550'ON THE RIGHT.  CONTINUE NORTH ON THE MAIN ROAD FOR 0.3 MILE TO
 AH1550'A TRACK ROAD ON THE RIGHT.  TURN RIGHT ON THE TRACK ROAD AND
 AH1550'GO EAST FOR 0.8 MILE TO A TANK AND A WINDMILL ON THE RIGHT
 AH1550'AND A DIM FORK.  BEAR RIGHT AND CONTINUE EAST ON THE MAIN
 AH1550'ROAD FOR 1.65 MILES TO A LOW AREA AND SWAMP ON THE RIGHT.
 AH1550'CONTINUE EAST ON THE MAIN ROAD FOR 0.1 MILE TO THE AZIMUTH
 AH1550'MARK ON THE LEFT.  TURN LEFT, NORTH, ACROSS COUNTRY FOR 0.2
 AH1550'MILE TO A CREEK BED AND A SWAMPY AREA.  CROSS THE CREEK
 AH1550'BED AND CONTINUE NORTH ACROSS COUNTRY FOR 0.35 MILE TO THE
 AH1550'TOP OF A SMALL KNOLL AND THE STATION.
 AH1550'
 AH1550'STATION MARKS ARE STANDARD DISKS STAMPED RIVIERA 1913.  THE
 AH1550'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 AH1550'2 INCHES.  IT IS 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 AH1550'THE UNDERGROUND MARK WAS NOT INSPECTED BY THIS PARTY.
 AH1550'
 AH1550'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RIVIERA NO 1 1913,
 AH1550'IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 AH1550'OF THE GROUND.
 AH1550'
 AH1550'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RIVIERA NO 2 1949,
 AH1550'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AH1550'
 AH1550'AZIMUTH MARK, A STANDARD DISK STAMPED RIVIERA 1913, IS SET IN A
 AH1550'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 54 FEET
 AH1550'NORTH OF THE CENTER OF THE TRACK ROAD, 24 FEET WEST OF A LONE
 AH1550'TWIN TRUNK TREE AND 1.5 FEET WEST OF A METAL WITNESS POST.
 AH1550'
 AH1550'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AH1550'
 AH1550'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0296 ***********************************************************************
 CD0296  DESIGNATION -  R=JUNCTION
 CD0296  PID         -  CD0296
 CD0296  STATE/COUNTY-  TX/CULBERSON
 CD0296  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0296
 CD0296                         *CURRENT SURVEY CONTROL
 CD0296  ___________________________________________________________________
 CD0296* NAD 83(1993)-  31 46 15.77915(N)    104 51 10.78013(W)     ADJUSTED  
 CD0296* NAVD 88     -      1290.362  (meters)    4233.46   (feet)  ADJUSTED  
 CD0296  ___________________________________________________________________
 CD0296  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CD0296  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CD0296  DYNAMIC HT  -        1288.408 (meters)    4227.05  (feet)  COMP
 CD0296  MODELED GRAV-     979,080.7   (mgal)                       NAVD 88
 CD0296
 CD0296  HORZ ORDER  -  FIRST
 CD0296  VERT ORDER  -  FIRST     CLASS I
 CD0296
 CD0296.The horizontal coordinates were established by classical geodetic methods
 CD0296.and adjusted by the National Geodetic Survey in February 1996..
 CD0296
 CD0296.The orthometric height was determined by differential leveling
 CD0296.and adjusted by the National Geodetic Survey in June 1991..
 CD0296
 CD0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0296
 CD0296.The geoid height was determined by GEOID03.
 CD0296
 CD0296.The dynamic height is computed by dividing the NAVD 88
 CD0296.geopotential number by the normal gravity value computed on the
 CD0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0296.degrees latitude (g = 980.6199 gals.).
 CD0296
 CD0296.The modeled gravity was interpolated from observed gravity values.
 CD0296
 CD0296;                    North         East     Units Scale Factor Converg.
 CD0296;SPC TX C     - 3,241,986.035   271,995.057   MT  0.99997177   -2 19 40.4
 CD0296;SPC TX C     -10,636,415.85    892,370.45   sFT  0.99997177   -2 19 40.4
 CD0296;UTM  13      - 3,515,068.147   513,919.857   MT  0.99960239   +0 04 38.6
 CD0296
 CD0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0296!SPC TX C     -   0.99980104  x   0.99997177  =   0.99977282
 CD0296!UTM  13      -   0.99980104  x   0.99960239  =   0.99940351
 CD0296
 CD0296:                Primary Azimuth Mark                     Grid Az
 CD0296:SPC TX C     -  EL PASO FORT WORTH AWY BCN 9             033 32 26.0
 CD0296:UTM  13      -  EL PASO FORT WORTH AWY BCN 9             031 08 07.0
 CD0296
 CD0296|---------------------------------------------------------------------|
 CD0296| PID    Reference Object                     Distance      Geod. Az  |
 CD0296|                                                           dddmmss.s |
 CD0296| CD0995 EL PASO FORT WORTH AWY BCN 9        APPROX. 8.0 KM 0311245.6 |
 CD0296| CH9689 JUNCTION RM                          17.652 METERS 12630     |
 CD0296| CD0997 EL PASO FORT WORTH AWY BCN 8 B      APPROX. 6.3 KM 2715820.3 |
 CD0296| CD0295 JUNCTION RM 2                         9.201 METERS 29708     |
 CD0296| CH9688 JUNCTION AZ MK                                     3535624.1 |
 CD0296|---------------------------------------------------------------------|
 CD0296
 CD0296                          SUPERSEDED SURVEY CONTROL
 CD0296
 CD0296  NAD 83(1993)-  31 46 15.78021(N)    104 51 10.77869(W) AD(       ) 1
 CD0296  NAD 83(1986)-  31 46 15.78034(N)    104 51 10.77855(W) AD(       ) 1
 CD0296  NAD 27      -  31 46 15.36100(N)    104 51 08.97000(W) AD(       ) 1
 CD0296  NGVD 29 (??/??/92) 1289.812  (m)         4231.66   (f) ADJ UNCH    1 1
 CD0296
 CD0296.Superseded values are not recommended for survey control.
 CD0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0296.See file dsdata.txt to determine how the superseded data were derived.
 CD0296
 CD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER1392015068(NAD 83)
 CD0296_MARKER: DS = TRIANGULATION STATION DISK
 CD0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0296_STAMPING: R 1932
 CD0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0296+STABILITY: SURFACE MOTION
 CD0296
 CD0296  HISTORY     - Date     Condition        Report By
 CD0296  HISTORY     - 1932     MONUMENTED       USGS
 CD0296  HISTORY     - 1943     GOOD             USGS
 CD0296  HISTORY     - 1946     GOOD             USGS
 CD0296  HISTORY     - 1958     GOOD             NGS
 CD0296  HISTORY     - 1973     GOOD             USGS
 CD0296  HISTORY     - 1977     GOOD             NGS
 CD0296
 CD0296                          STATION DESCRIPTION
 CD0296
 CD0296'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 CD0296'STATION IS ABOUT 8.5 MILES SW OF THE PINE SPRINGS SERVICE STATION
 CD0296'ON U.S. HIGHWAY 62 AND 8.0 MILES S OF AND UNDER GUADALUPE OR PILOT
 CD0296'PEAK.  IT IS ABOUT 0.5 MILES S OF THE JUNCTION OF HIGHWAYS 62
 CD0296'AND 58 ON A LOW BUT PROMINENT ROCKY HILL ABOUT 200 YARDS E OF
 CD0296'STATE HIGHWAY 54.
 CD0296'
 CD0296'STATION IS ON HIGHEST POINT OF A LOW HILL.  A U.S. GEOLOGICAL
 CD0296'SURVEY BENCH MARK DISK SET IN A BURIED BOULDER.  STAMPED R 1932.
 CD0296'
 CD0296'REFERENCE MARK 1 IS SE OF THE STATION.  A U.S. GEOLOGICAL SURVEY
 CD0296'REFERENCE DISK SET IN A ROCK OUTCROP FLUSH WITH THE GROUND.
 CD0296'STAMPED R 1932 4232.
 CD0296'
 CD0296'REFERENCE MARK 2 IS WNW OF THE STATION.  A BRONZE REFERENCE
 CD0296'DISK SET IN A ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED JUNCTION
 CD0296'USGS NO 2 1943.
 CD0296'
 CD0296'AZIMUTH MARK IS 0.6 MILE N OF THE STATION IN THE SW WINGWALL
 CD0296'OF A CONCRETE HIGHWAY BRIDGE ABOUT 200 FEET N OF THE JUNCTION OF
 CD0296'HIGHWAYS 62 AND 54.  A BRONZE AZIMUTH DISK STAMPED JUNCTION USGS
 CD0296'1943.
 CD0296'
 CD0296'TO REACH FROM VAN HORN, GO N ON HIGHWAY 54 TOWARD CARLSBAD FOR
 CD0296'54.5 MILES TO A LOW ROCKY HILL E OF THE ROAD, ABOUT 0.5 MILE S OF
 CD0296'THE JUNCTION OF HIGHWAYS 54 AND 62.  PACK E FOR ABOUT 200 YARDS TO
 CD0296'TOP OF THE HILL AND STATION.
 CD0296'
 CD0296'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CD0296
 CD0296                          STATION RECOVERY (1946)
 CD0296
 CD0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946 (WFC)
 CD0296'RECOVERED AND CALLED JUNCTION.
 CD0296'
 CD0296'STATION MARK--USGS STANDARD TABLET SET IN BURIED BOULDER, STAMPED
 CD0296'---R 1932---.
 CD0296'
 CD0296'REFERENCE MARK--STANDARD REFERENCE TABLET CEMENTED IN BOULDER FLUSH
 CD0296'WITH THE GROUND, STAMPED ---R 1932---, 57.90 FT. FROM STATION.
 CD0296
 CD0296                          STATION RECOVERY (1958)
 CD0296
 CD0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0296'94.1 MI E FROM EL PASO.
 CD0296'ABOUT 89.9 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0296'JUNCTION OF LOOP 16 AT EL PASO, THENCE 3.6 MILES EAST ALONG THE OLD
 CD0296'HIGHWAY, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 54, THENCE ABOUT
 CD0296'0.1 MILE EAST TO THE CREST OF A LOW LONG NARROW HILL.  AND IN THE TOP
 CD0296'OF A ROCK WHICH PROJECTS 6 INCHES.
 CD0296
 CD0296                          STATION RECOVERY (1973)
 CD0296
 CD0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JLH)
 CD0296'ABOUT 94.4 MI EAST ALONG U.S. HWY 62 AND 180 FROM THE JCT. OF LOOP
 CD0296'16 AT EL PASO, THENCE 1.3 MI SOUTH ALONG STATE HWY 54.  105 YARDS
 CD0296'NORTH OF THE CENTER OF THE INTERSECTION OF THE OLD HWY AND STATE
 CD0296'HWY 54, 15 FEET WEST OF THE CENTERLINE OF STATE HWY 54, IN THE
 CD0296'TOP OF THE SW CONCRETE WING WALL OF A BRIDGE, AND ABOUT LEVEL
 CD0296'WITH THE HWY.
 CD0296
 CD0296                          STATION RECOVERY (1977)
 CD0296
 CD0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0296'9.25 MILES SOUTHWEST ALONG U.S HIGHWAYS 62 AND 180 FROM THE
 CD0296'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.9
 CD0296'MILES SOUTH ALONG STATE HIGHWAY 54, THENCE 0.1 MILE EAST
 CD0296'ACROSS COUNTRY TO THE TOP OF A LONG, NARROW HILL, SET IN THE
 CD0296'TOP OF A ROCK OUTCROP, 58 FT. NORTHWEST OF RM 1, 30 FT.
 CD0296'EAST-SOUTHEAST OF RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8365 ***********************************************************************
 AC8365  SACS        -  This is a Secondary Airport Control Station.
 AC8365  DESIGNATION -  RKP A
 AC8365  PID         -  AC8365
 AC8365  STATE/COUNTY-  TX/ARANSAS
 AC8365  USGS QUAD   -  ROCKPORT (1979)
 AC8365
 AC8365                         *CURRENT SURVEY CONTROL
 AC8365  ___________________________________________________________________
 AC8365* NAD 83(1993)-  28 05 22.42229(N)    097 03 10.47839(W)     ADJUSTED  
 AC8365* NAVD 88     -         2.43   (meters)       8.0    (feet)  GPS OBS   
 AC8365  ___________________________________________________________________
 AC8365  X           -    -691,411.175 (meters)                     COMP
 AC8365  Y           -  -5,588,422.979 (meters)                     COMP
 AC8365  Z           -   2,985,253.641 (meters)                     COMP
 AC8365  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AC8365  ELLIP HEIGHT-         -24.35  (meters)          (07/20/01) GPS OBS
 AC8365  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AC8365
 AC8365  HORZ ORDER  -  FIRST
 AC8365  ELLP ORDER  -  FOURTH    CLASS II
 AC8365
 AC8365.This mark is at Aransas Co (RKP) Airport (RKP)
 AC8365
 AC8365.The horizontal coordinates were established by GPS observations
 AC8365.and adjusted by the National Geodetic Survey in May 1997..
 AC8365
 AC8365.The orthometric height was determined by GPS observations and a
 AC8365.high-resolution geoid model.
 AC8365
 AC8365.GPS derived orthometric heights for airport stations designated as
 AC8365.PACS or SACS are published to 2 decimal places.  This maintains
 AC8365.centimeter relative accuracy between the PACS and SACS.  It does
 AC8365.not indicate centimeter accuracy relative to other marks which are
 AC8365.part of the NAVD 88 network.
 AC8365
 AC8365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8365
 AC8365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8365
 AC8365.The ellipsoidal height was determined by GPS observations
 AC8365.and is referenced to NAD 83.
 AC8365
 AC8365.The geoid height was determined by GEOID03.
 AC8365
 AC8365;                    North         East     Units Scale Factor Converg.
 AC8365;SPC TXSC     - 4,029,992.231   791,370.536   MT  1.00009727   +0 57 14.1
 AC8365;SPC TXSC     -13,221,732.84  2,596,354.83   sFT  1.00009727   +0 57 14.1
 AC8365;UTM  14      - 3,108,654.564   691,304.862   MT  1.00005172   +0 55 01.4
 AC8365
 AC8365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8365!SPC TXSC     -   1.00000382  x   1.00009727  =   1.00010110
 AC8365!UTM  14      -   1.00000382  x   1.00005172  =   1.00005555
 AC8365
 AC8365                          SUPERSEDED SURVEY CONTROL
 AC8365
 AC8365  ELLIP H (05/15/97)  -24.22   (m)                       GP(       ) 4 2
 AC8365
 AC8365.Superseded values are not recommended for survey control.
 AC8365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8365.See file dsdata.txt to determine how the superseded data were derived.
 AC8365
 AC8365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9130508655(NAD 83)
 AC8365_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8365_STAMPING: RKP A 1995
 AC8365_MARK LOGO: NGS   
 AC8365_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8365+STABILITY: SURFACE MOTION
 AC8365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8365+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AC8365
 AC8365  HISTORY     - Date     Condition        Report By
 AC8365  HISTORY     - 1995     MONUMENTED       NGS
 AC8365  HISTORY     - 19970311 GOOD             NGS
 AC8365
 AC8365                          STATION DESCRIPTION
 AC8365
 AC8365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC8365'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH OF ROCKPORT AT
 AC8365'THE ROCKPORT-ARANSAS COUNTY AIRPORT.  OWNERSHIP--ARANSAS COUNTY.  FOR
 AC8365'ACCESS TO THE STATION CONTACT MR.  GENE JOHNSON, AIRPORT MANAGER, P.O.
 AC8365'BOX 1270, ROCKPORT, TX.  78382.  PHONE (512) 729-7657.  TO REACH THE
 AC8365'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND FARM ROAD 3036 ON
 AC8365'THE NORTH SIDE OF ROCKPORT, PROCEED NORTH, ON STATE HIGHWAY 35 FOR
 AC8365'2.35 MI (3.78 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT
 AC8365'AND GO 0.75 MI (1.21 KM) TO THE ADMINISTRATION BUILDING AND A GATE ON
 AC8365'THE RIGHT OF THE ADMINISTRATION BUILDING, PASS THROUGH THE GATE, AND
 AC8365'PROCEED SOUTH ACROSS THE APRON FOR 200 FT (61.0 M) TO A TAXIWAY.  TURN
 AC8365'RIGHT, WEST, ON THE TAXIWAY, AND CONTINUE FOR 0.1 MI (0.2 KM) TO
 AC8365'TAXIWAY B.  TURN LEFT, SOUTHWEST, AND CONTINUE ON TAXIWAY B FOR 0.1 MI
 AC8365'(0.2 KM) TO THE JUNCTION OF A NORTHWEST-SOUTHEAST RUNWAY.  CROSS THE
 AC8365'RUNWAY AND PROCEED FOR 0.2 MI (0.3 KM) TO THE HOLD BAR FOR RUNWAY END
 AC8365'9 AND THE STATION ON THE LEFT.  THE STATION IS 64.5 M (211.6 FT)
 AC8365'NORTHEAST OF A NGS PK NAIL AND WASHER AT CENTERLINE END 9, 54.6 M
 AC8365'(179.1 FT) NORTH OF CENTERLINE RUNWAY 9, 43.2 M (141.7 FT) SOUTH OF
 AC8365'CENTERLINE PARALLEL TAXIWAY, 27.1 M (88.9 FT) EAST OF CENTERLINE OF
 AC8365'THE CONNECTING TAXIWAY AT THE HOLD BAR.  THIS STATION HAS BEEN
 AC8365'SELECTED AS THE SACS.
 AC8365
 AC8365                          STATION RECOVERY (1997)
 AC8365
 AC8365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC8365'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH OF ROCKPORT AT
 AC8365'THE ROCKPORT-ARANSAS COUNTY AIRPORT.  OWNERSHIP--ARANSAS COUNTY.  FOR
 AC8365'ACCESS TO THE STATION CONTACT MR.  GENE JOHNSON, AIRPORT MANAGER, P.O.
 AC8365'BOX 1270, ROCKPORT, TX.  78382.  PHONE (512) 790-0141.  TO REACH THE
 AC8365'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND FARM ROAD 3036 ON
 AC8365'THE NORTH SIDE OF ROCKPORT, PROCEED NORTH, ON STATE HIGHWAY 35 FOR
 AC8365'2.35 MI (3.78 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT
 AC8365'AND GO 0.75 MI (1.21 KM) TO THE ADMINISTRATION BUILDING AND A GATE ON
 AC8365'THE RIGHT OF THE ADMINISTRATION BUILDING, PASS THROUGH THE GATE, AND
 AC8365'PROCEED SOUTH ACROSS THE APRON FOR 200 FT (61.0 M) TO A TAXIWAY.  TURN
 AC8365'RIGHT, WEST, ON THE TAXIWAY, AND CONTINUE FOR 0.1 MI (0.2 KM) TO
 AC8365'TAXIWAY B.  TURN LEFT, SOUTHWEST, AND CONTINUE ON TAXIWAY B FOR 0.1 MI
 AC8365'(0.2 KM) TO THE JUNCTION OF A NORTHWEST-SOUTHEAST RUNWAY.  CROSS THE
 AC8365'RUNWAY AND PROCEED FOR 0.2 MI (0.3 KM) TO THE HOLD BAR FOR RUNWAY END
 AC8365'9 AND THE STATION ON THE LEFT.  THE STATION IS 64.5 M (211.6 FT)
 AC8365'NORTHEAST OF A NGS PK NAIL AND WASHER AT CENTERLINE END 9, 54.6 M
 AC8365'(179.1 FT) NORTH OF CENTERLINE RUNWAY 9, 43.2 M (141.7 FT) SOUTH OF
 AC8365'CENTERLINE PARALLEL TAXIWAY, 27.1 M (88.9 FT) EAST OF CENTERLINE OF
 AC8365'THE CONNECTING TAXIWAY AT THE HOLD BAR.  THIS IS A SECONDARY AIRPORT
 AC8365'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0434 ***********************************************************************
 AM0434  DESIGNATION -  RL 200 USE
 AM0434  PID         -  AM0434
 AM0434  STATE/COUNTY-  TX/BRAZORIA
 AM0434  USGS QUAD   -  FREEPORT (1974)
 AM0434
 AM0434                         *CURRENT SURVEY CONTROL
 AM0434  ___________________________________________________________________
 AM0434* NAD 83(1993)-  28 56 05.87422(N)    095 18 00.14824(W)     ADJUSTED  
 AM0434* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 AM0434  ___________________________________________________________________
 AM0434  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AM0434  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0434
 AM0434  HORZ ORDER  -  SECOND
 AM0434
 AM0434.The horizontal coordinates were established by classical geodetic methods
 AM0434.and adjusted by the National Geodetic Survey in February 1996..
 AM0434
 AM0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0434
 AM0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0434
 AM0434.The geoid height was determined by GEOID03.
 AM0434
 AM0434;                    North         East     Units Scale Factor Converg.
 AM0434;SPC TXSC     - 4,127,796.225   960,644.611   MT  0.99988744   +1 48 45.6
 AM0434;SPC TXSC     -13,542,611.45  3,151,714.86   sFT  0.99988744   +1 48 45.6
 AM0434;UTM  15      - 3,202,958.254   275,803.803   MT  1.00022031   -1 06 47.7
 AM0434
 AM0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0434!SPC TXSC     -   1.00000361  x   0.99988744  =   0.99989105
 AM0434!UTM  15      -   1.00000361  x   1.00022031  =   1.00022392
 AM0434
 AM0434                          SUPERSEDED SURVEY CONTROL
 AM0434
 AM0434  NAD 83(1986)-  28 56 05.88309(N)    095 18 00.12830(W) AD(       ) 2
 AM0434  NAD 27      -  28 56 04.99402(N)    095 17 59.35252(W) AD(       ) 2
 AM0434  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 AM0434
 AM0434.Superseded values are not recommended for survey control.
 AM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0434.See file dsdata.txt to determine how the superseded data were derived.
 AM0434
 AM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7580402958(NAD 83)
 AM0434_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AM0434_SETTING: 0 = UNSPECIFIED SETTING
 AM0434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AM0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0434
 AM0434  HISTORY     - Date     Condition        Report By
 AM0434  HISTORY     - 1978     MONUMENTED       DOD
 AM0434
 AM0434                          STATION DESCRIPTION
 AM0434
 AM0434'DESCRIBED BY US DEPARTMENT OF DEFENSE 1978 (JRS)
 AM0434'THE STATION IS LOCATED 3-1/2 MILES EAST-SOUTHEAST OF FREEPORT,
 AM0434'3/4 MILE SOUTHEAST OF THE CONFLUENCE OF THE INTRACOASTAL
 AM0434'WATERWAY AND THE FREEPORT HARBOR CHANNEL, AT THE NORTHEAST END
 AM0434'OF QUINTANA BEACH, AND NEAR THE SOUTHWEST BANK OF THE FREEPORT
 AM0434'HARBOR CHANNEL.
 AM0434'
 AM0434'TO REACH THE STATION FROM THE POST OFFICE IN FREEPORT, GO WEST
 AM0434'ON SKINNER STREET FOR 0.1 MILE TO THE JUNCTION OF STATE
 AM0434'HIGHWAY 288.  TURN LEFT AND GO SOUTH AND EAST ON STATE HIGHWAY
 AM0434'288 FOR 3.5 MILES TO THE JUNCTION OF FARM ROAD 1495.  TURN
 AM0434'RIGHT AND GO SOUTHERLY ON FARM ROAD 1495 FOR 1.3 MILES TO THE
 AM0434'BRIDGE OVER THE INTRACOASTAL WATERWAY.  CONTINUE SOUTHERLY AND
 AM0434'EASTERLY ON FARM ROAD 1495 FOR 0.4 MILE TO A CROSSROAD.  TURN
 AM0434'LEFT AND GO NORTHERLY ON COUNTY ROAD 723 FOR 2.1 MILES TO A
 AM0434'T-JUNCTION.  TURN RIGHT AND GO EAST AND NORTHERLY ON COUNTY
 AM0434'ROAD 723 FOR 0.5 MILE TO A T-JUNCTION.  TURN RIGHT AND GO
 AM0434'EAST FOR 0.1 MILE TO THE END OF THE BLACK TOP AND SHARP CURVE
 AM0434'LEFT.  TURN LEFT AND CONTINUE ON GRAVEL ROAD FOR 0.3 MILE TO
 AM0434'A KNOLL AND THE STATION ON THE RIGHT.
 AM0434'
 AM0434'THE STATION IS A US ARMY CORPS OF ENGINEERS DISK
 AM0434'STAMPED---RL 200---,
 AM0434'CLAMPED TO THE TOP OF A STEEL ROAD PROJECTING 14 INCHES ABOVE
 AM0434'THE GROUND.  IT IS
 AM0434'80 FEET SOUTHWEST FROM A METAL WITNESS POST,
 AM0434'35 FEET NORTH-NORTHEAST FROM A HIGH POINT OF GROUND, AND
 AM0434'2.4 FEET SOUTHEAST FROM A METAL WITNESS POST.
 AM0434'
 AM0434'THIS STATION WAS USED AS A REFERENCE MARK TO STATION CAPTAIN,
 AM0434'CONNECTED BY TRAVERSE, REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1354 ***********************************************************************
 AH1354  DESIGNATION -  RLX 2 USE 1949
 AH1354  PID         -  AH1354
 AH1354  STATE/COUNTY-  TX/NUECES
 AH1354  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1354
 AH1354                         *CURRENT SURVEY CONTROL
 AH1354  ___________________________________________________________________
 AH1354* NAD 83(1993)-  27 48 38.69470(N)    097 23 34.80763(W)     ADJUSTED  
 AH1354* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1354  ___________________________________________________________________
 AH1354  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH1354  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH1354
 AH1354  HORZ ORDER  -  THIRD
 AH1354
 AH1354.The horizontal coordinates were established by classical geodetic methods
 AH1354.and adjusted by the National Geodetic Survey in February 1996..
 AH1354
 AH1354.The orthometric height was scaled from a topographic map.
 AH1354
 AH1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1354
 AH1354.The geoid height was determined by GEOID03.
 AH1354
 AH1354;                    North         East     Units Scale Factor Converg.
 AH1354;SPC TX S     - 5,238,032.826   409,074.006   MT  0.99999436   +0 30 09.3
 AH1354;SPC TX S     -17,185,112.70  1,342,103.63   sFT  0.99999436   +0 30 09.3
 AH1354;UTM  14      - 3,077,274.146   658,291.075   MT  0.99990927   +0 44 59.7
 AH1354
 AH1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1354!SPC TX S     -   1.00000372  x   0.99999436  =   0.99999808
 AH1354!UTM  14      -   1.00000372  x   0.99990927  =   0.99991299
 AH1354
 AH1354:                Primary Azimuth Mark                     Grid Az
 AH1354:SPC TX S     -  CORPUS CHRISTI CHAN LIGHT 86             086 46 37.2
 AH1354:UTM  14      -  CORPUS CHRISTI CHAN LIGHT 86             086 31 46.8
 AH1354
 AH1354|---------------------------------------------------------------------|
 AH1354| PID    Reference Object                     Distance      Geod. Az  |
 AH1354|                                                           dddmmss.s |
 AH1354| AH1373 CORPUS CHRISTI CHAN LIGHT 86        460.396 METERS 0871646.5 |
 AH1354| AH1337 CORPUS CHRISTI 82AN LIGHT 80        APPROX. 2.7 KM 0890620.4 |
 AH1354| AH1328 CORPUS CHRISTI CHANNEL BCN 27       APPROX. 2.7 KM 0923654.1 |
 AH1354| AH1346 CORPUS CHRISTI CHAN LIGHT 85        479.489 METERS 1043934.8 |
 AH1354| AH1372 CORPUS CHRI HARBOR O RNG R LT       APPROX. 0.9 KM 1151307.0 |
 AH1354| AH1349 CORPUS CHRISTI BEACON               APPROX. 2.7 KM 1474051.0 |
 AH1354| AH1347 CORPUS CHRISTI BREAKWATER BCN       APPROX. 1.3 KM 1505229.3 |
 AH1354| AH1374 CORPUS CHRI CHAN BW RNG FT LT        54.557 METERS 18700     |
 AH1354| AH1364 CORPUS CHRISTI S RANKIN ST TK       APPROX. 2.1 KM 2142847.6 |
 AH1354| AH1378 CORPUS CHRI CHAN BW RNG R LT        419.163 METERS 2621631.4 |
 AH1354|---------------------------------------------------------------------|
 AH1354
 AH1354                          SUPERSEDED SURVEY CONTROL
 AH1354
 AH1354  NAD 83(1986)-  27 48 38.70259(N)    097 23 34.78398(W) AD(       ) 3
 AH1354  NAD 27      -  27 48 37.61600(N)    097 23 33.80500(W) AD(       ) 3
 AH1354
 AH1354.Superseded values are not recommended for survey control.
 AH1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1354.See file dsdata.txt to determine how the superseded data were derived.
 AH1354
 AH1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5829177274(NAD 83)
 AH1354_MARKER: Z = SEE DESCRIPTION
 AH1354_SETTING: 0 = UNSPECIFIED SETTING
 AH1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1354
 AH1354  HISTORY     - Date     Condition        Report By
 AH1354  HISTORY     - 1949     MONUMENTED       CGS
 AH1354  HISTORY     - 1964     GOOD             CGS
 AH1354
 AH1354                          STATION DESCRIPTION
 AH1354
 AH1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1354'STATION IS LOCATED IN THE N PART OF CORPUS CHRISTI, AT THE
 AH1354'U.S.E. FIELD OFFICE IN THE NE SECTION OF THE GROUNDS, 96 FEET
 AH1354'NE OF THE FENCE, 90 FEET E OF THE WEATHER BUREAU STORM WARNING
 AH1354'TOWER, AND 60 FEET S OF THE BULKHEAD ALONG THE S SHORE OF
 AH1354'CORPUS CHRISTI BAY.
 AH1354'
 AH1354'STATION MARK IS A 2- BY 2-INCH STAKE WITH A TACK IN THE
 AH1354'TOP AND DRIVEN IN THE TOP OF PILE OF SHELL AND PROJECTS 3
 AH1354'INCHES ABOVE GROUND.
 AH1354
 AH1354                          STATION RECOVERY (1964)
 AH1354
 AH1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1354'THIS STATION IS LOCATED AT THE U.S. ENGINEERS BASE AT THE
 AH1354'CORNER OF NORTH SHORELINE BLVD. AND DAN RIED ST.  IT IS
 AH1354'MAINTAINED BY THE U.S.E. AND IS THE ONLY GROUND STATION IN
 AH1354'THE HARBOR AREA.
 AH1354'
 AH1354'THE STATION IS IN THE NORTHEAST CORNER OF THE RESERVATION,
 AH1354'14.8 FT. NORTH OF THE BEND IN THE UPPER SEAWALL, 32.3 FT.
 AH1354'EAST OF A METAL LIGHT POLE, IN A PILE OF OYSTER SHELL AND
 AH1354'IS MARKED BY A 1 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0146 ***********************************************************************
 DO0146  DESIGNATION -  RM
 DO0146  PID         -  DO0146
 DO0146  STATE/COUNTY-  TX/JACK
 DO0146  USGS QUAD   -  LYNN CREEK (1981)
 DO0146
 DO0146                         *CURRENT SURVEY CONTROL
 DO0146  ___________________________________________________________________
 DO0146* NAD 83(1986)-  33 16 55.     (N)    098 17 54.     (W)     SCALED    
 DO0146* NAVD 88     -       318.423  (meters)    1044.69   (feet)  ADJUSTED  
 DO0146  ___________________________________________________________________
 DO0146  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0146  DYNAMIC HT  -         318.059 (meters)    1043.50  (feet)  COMP
 DO0146  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 DO0146
 DO0146  VERT ORDER  -  SECOND    CLASS 0
 DO0146
 DO0146.The horizontal coordinates were scaled from a topographic map and have
 DO0146.an estimated accuracy of +/- 6 seconds.
 DO0146
 DO0146.The orthometric height was determined by differential leveling
 DO0146.and adjusted by the National Geodetic Survey in June 1991..
 DO0146
 DO0146.The geoid height was determined by GEOID03.
 DO0146
 DO0146.The dynamic height is computed by dividing the NAVD 88
 DO0146.geopotential number by the normal gravity value computed on the
 DO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0146.degrees latitude (g = 980.6199 gals.).
 DO0146
 DO0146.The modeled gravity was interpolated from observed gravity values.
 DO0146
 DO0146;                    North         East    Units  Estimated Accuracy
 DO0146;SPC TXNC     - 2,179,140.      618,780.      MT  (+/- 180 meters Scaled)
 DO0146
 DO0146                          SUPERSEDED SURVEY CONTROL
 DO0146
 DO0146  NGVD 29 (??/??/92)  318.348  (m)         1044.45   (f) ADJ UNCH    2 0
 DO0146
 DO0146.Superseded values are not recommended for survey control.
 DO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0146.See file dsdata.txt to determine how the superseded data were derived.
 DO0146
 DO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB653827(NAD 83)
 DO0146_MARKER: DR = REFERENCE MARK DISK
 DO0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0146_SP_SET: ABUTMENT
 DO0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0146
 DO0146  HISTORY     - Date     Condition        Report By
 DO0146  HISTORY     - UNK      MONUMENTED       USGS
 DO0146  HISTORY     - 1961     GOOD             NGS
 DO0146  HISTORY     - 20010325 GOOD             USPSQD
 DO0146  HISTORY     - 20050416 GOOD             USPSQD
 DO0146
 DO0146                          STATION DESCRIPTION
 DO0146
 DO0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0146'9.75 MI NW FROM JACKSBORO.
 DO0146'ABOUT 7.55 MILES NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0146'199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 2.2 MILES NORTHWEST ALONG
 DO0146'U. S. HIGHWAY 281, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DO0146'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 DO0146'ABUTMENT OF THE BRIDGE OVER NORTH CREEK, AND ABOUT LEVEL WITH THE
 DO0146'HIGHWAY.
 DO0146
 DO0146                          STATION RECOVERY (2001)
 DO0146
 DO0146'RECOVERY NOTE BY US POWER SQUADRON 2001 (RBP)
 DO0146'RECOVERED IN GOOD CONDITION.
 DO0146
 DO0146                          STATION RECOVERY (2005)
 DO0146
 DO0146'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1113 ***********************************************************************
 CT1113  DESIGNATION -  RNG ABILENE RADIO ABI
 CT1113  PID         -  CT1113
 CT1113  STATE/COUNTY-  TX/TAYLOR
 CT1113  USGS QUAD   -  ABILENE EAST (1987)
 CT1113
 CT1113                         *CURRENT SURVEY CONTROL
 CT1113  ___________________________________________________________________
 CT1113* NAD 83(1993)-  32 28 23.84749(N)    099 40 55.86246(W)     ADJUSTED  
 CT1113* NAVD 88     -                                                        
 CT1113  ___________________________________________________________________
 CT1113  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 CT1113  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CT1113
 CT1113  HORZ ORDER  -  THIRD
 CT1113
 CT1113.The horizontal coordinates were established by classical geodetic methods
 CT1113.and adjusted by the National Geodetic Survey in February 1996..
 CT1113
 CT1113
 CT1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1113
 CT1113.The geoid height was determined by GEOID03.
 CT1113
 CT1113;                    North         East     Units Scale Factor Converg.
 CT1113;SPC TXNC     - 2,090,072.570   488,880.231   MT  0.99992321   -0 38 41.1
 CT1113;SPC TXNC     - 6,857,179.76  1,603,934.56   sFT  0.99992321   -0 38 41.1
 CT1113;UTM  14      - 3,593,103.290   435,896.620   MT  0.99965067   -0 21 58.6
 CT1113
 CT1113                          SUPERSEDED SURVEY CONTROL
 CT1113
 CT1113  NAD 83(1986)-  32 28 23.85451(N)    099 40 55.85040(W) AD(       ) 4
 CT1113  NAD 27      -  32 28 23.40600(N)    099 40 54.53900(W) AD(       ) 3
 CT1113
 CT1113.Superseded values are not recommended for survey control.
 CT1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1113.See file dsdata.txt to determine how the superseded data were derived.
 CT1113
 CT1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3589793103(NAD 83)
 CT1113_MARKER: 55 = TOWER
 CT1113
 CT1113  HISTORY     - Date     Condition        Report By
 CT1113  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1113  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 CT1113
 CT1113                          STATION DESCRIPTION
 CT1113
 CT1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1113'THE STATION IS THE TOP CENTER OF THE CENTER ONE OF FIVE TOWERS
 CT1113'WHICH IS APPROXIMATELY 3 MILES NORTHEAST OF ABILENE AND 1/2 MILE
 CT1113'EAST OF A FOUR-LANE HIGHWAY WHICH IS NOW UNDER CONSTRUCTION.
 CT1113'
 CT1113'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE, PAINTED RED AND
 CT1113'WHITE AND HAS AN OVERALL HEIGHT OF 140 FEET.  THE TOWER HAS
 CT1113'NO LIGHT ON THE TOP BUT THE OTHER FOUR TOWERS HAVE RED LIGHTS
 CT1113'ON THE TOP.
 CT1113
 CT1113                          STATION RECOVERY (1994)
 CT1113
 CT1113'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1199 ***********************************************************************
 AJ1199  DESIGNATION -  RNG ALICE RADIO ALI
 AJ1199  PID         -  AJ1199
 AJ1199  STATE/COUNTY-  TX/JIM WELLS
 AJ1199  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1199
 AJ1199                         *CURRENT SURVEY CONTROL
 AJ1199  ___________________________________________________________________
 AJ1199* NAD 83(1993)-  27 44 16.08921(N)    098 05 31.87863(W)     ADJUSTED  
 AJ1199* NAVD 88     -                                                        
 AJ1199  ___________________________________________________________________
 AJ1199  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AJ1199  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AJ1199
 AJ1199  HORZ ORDER  -  THIRD
 AJ1199
 AJ1199.The horizontal coordinates were established by classical geodetic methods
 AJ1199.and adjusted by the National Geodetic Survey in February 1996..
 AJ1199
 AJ1199
 AJ1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1199
 AJ1199.The geoid height was determined by GEOID03.
 AJ1199
 AJ1199;                    North         East     Units Scale Factor Converg.
 AJ1199;SPC TX S     - 5,229,535.953   340,208.787   MT  0.99997721   +0 11 06.5
 AJ1199;SPC TX S     -17,157,235.87  1,116,168.33   sFT  0.99997721   +0 11 06.5
 AJ1199;UTM  14      - 3,068,487.900   589,475.568   MT  0.99969882   +0 25 21.2
 AJ1199
 AJ1199                          SUPERSEDED SURVEY CONTROL
 AJ1199
 AJ1199  NAD 83(1986)-  27 44 16.09594(N)    098 05 31.85669(W) AD(       ) 4
 AJ1199  NAD 27      -  27 44 14.99900(N)    098 05 30.84500(W) AD(       ) 3
 AJ1199
 AJ1199.Superseded values are not recommended for survey control.
 AJ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1199.See file dsdata.txt to determine how the superseded data were derived.
 AJ1199
 AJ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8947668488(NAD 83)
 AJ1199_MARKER: 42 = RADIO/TV MAST
 AJ1199
 AJ1199  HISTORY     - Date     Condition        Report By
 AJ1199  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1199  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1199
 AJ1199                          STATION DESCRIPTION
 AJ1199
 AJ1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1199'THE STATION IS THE TOP CENTER OF THE CENTER ONE OF FIVE MASTS
 AJ1199'WHICH ARE APPROXIMATELY 1 MILE SOUTHWEST OF THE CENTER OF ALICE.
 AJ1199'
 AJ1199'THE MASTS ARE SLENDER STEEL STRUCTURES 200 FEET HIGH.
 AJ1199
 AJ1199                          STATION RECOVERY (1990)
 AJ1199
 AJ1199'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1253 ***********************************************************************
 CS1253  DESIGNATION -  ROACH
 CS1253  PID         -  CS1253
 CS1253  STATE/COUNTY-  TX/DALLAS
 CS1253  USGS QUAD   -  OAK CLIFF (1981)
 CS1253
 CS1253                         *CURRENT SURVEY CONTROL
 CS1253  ___________________________________________________________________
 CS1253* NAD 83(1993)-  32 42 49.21466(N)    096 48 16.74266(W)     ADJUSTED  
 CS1253* NAVD 88     -       186.032  (meters)     610.34   (feet)  ADJUSTED  
 CS1253  ___________________________________________________________________
 CS1253  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 CS1253  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS1253  DYNAMIC HT  -         185.819 (meters)     609.64  (feet)  COMP
 CS1253  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 CS1253
 CS1253  HORZ ORDER  -  FIRST
 CS1253  VERT ORDER  -  FIRST     CLASS II
 CS1253
 CS1253.The horizontal coordinates were established by classical geodetic methods
 CS1253.and adjusted by the National Geodetic Survey in February 1996..
 CS1253
 CS1253.The orthometric height was determined by differential leveling
 CS1253.and adjusted by the National Geodetic Survey in June 1991..
 CS1253
 CS1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1253
 CS1253.The geoid height was determined by GEOID03.
 CS1253
 CS1253.The dynamic height is computed by dividing the NAVD 88
 CS1253.geopotential number by the normal gravity value computed on the
 CS1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1253.degrees latitude (g = 980.6199 gals.).
 CS1253
 CS1253.The modeled gravity was interpolated from observed gravity values.
 CS1253
 CS1253;                    North         East     Units Scale Factor Converg.
 CS1253;SPC TXNC     - 2,117,384.622   758,921.212   MT  0.99988991   +0 55 28.7
 CS1253;SPC TXNC     - 6,946,786.05  2,489,894.01   sFT  0.99988991   +0 55 28.7
 CS1253;UTM  14      - 3,621,676.228   705,761.331   MT  1.00012208   +1 11 12.7
 CS1253
 CS1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1253!SPC TXNC     -   0.99997496  x   0.99988991  =   0.99986487
 CS1253!UTM  14      -   0.99997496  x   1.00012208  =   1.00009703
 CS1253
 CS1253:                Primary Azimuth Mark                     Grid Az
 CS1253:SPC TXNC     -  ROACH AZ MK                              005 20 39.3
 CS1253:UTM  14      -  ROACH AZ MK                              005 04 55.3
 CS1253
 CS1253|---------------------------------------------------------------------|
 CS1253| PID    Reference Object                     Distance      Geod. Az  |
 CS1253|                                                           dddmmss.s |
 CS1253| CS1256 ROACH AZ MK                                        0061608.0 |
 CS1253| CS1254 ROACH RM 1                           42.304 METERS 04358     |
 CS1253| CS2797 SOUTHWEST PRODUCTS CO TANK          APPROX. 5.0 KM 0890819.7 |
 CS1253| CS2789 VERSON MANUFACTURING CO TANK        APPROX. 5.3 KM 0990516.0 |
 CS1253| CS2790 HUTCHINS DALLAS CONVAL HOME TK      APPROX. 9.9 KM 1281223.9 |
 CS1253| CS1255 ROACH RM 2                           41.206 METERS 13528     |
 CS1253| CS2793 LISBON VETERANS HOSPITAL TANK       APPROX. 2.3 KM 1394218.7 |
 CS1253|---------------------------------------------------------------------|
 CS1253
 CS1253                          SUPERSEDED SURVEY CONTROL
 CS1253
 CS1253  NAD 83(1986)-  32 42 49.22111(N)    096 48 16.72484(W) AD(       ) 1
 CS1253  NAD 27      -  32 42 48.74600(N)    096 48 15.72800(W) AD(       ) 1
 CS1253  NGVD 29 (??/??/92)  186.038  (m)          610.36   (f) ADJ UNCH    1 2
 CS1253
 CS1253.Superseded values are not recommended for survey control.
 CS1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1253.See file dsdata.txt to determine how the superseded data were derived.
 CS1253
 CS1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0576121676(NAD 83)
 CS1253_MARKER: DS = TRIANGULATION STATION DISK
 CS1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1253_STAMPING: ROACH 1947
 CS1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1253+STABILITY: SURFACE MOTION
 CS1253
 CS1253  HISTORY     - Date     Condition        Report By
 CS1253  HISTORY     - 1947     MONUMENTED       CGS
 CS1253  HISTORY     - 1947     GOOD             CGS
 CS1253  HISTORY     - 1953     MARK NOT FOUND   CGS
 CS1253  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1253  HISTORY     - 1966     MARK NOT FOUND   CGS
 CS1253  HISTORY     - 19910829 MARK NOT FOUND   USPSQD
 CS1253
 CS1253                          STATION DESCRIPTION
 CS1253
 CS1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1253'ABOUT 4 MILES SOUTH OF BUSINESS SECTION OF DALLAS, IN THE CORNER
 CS1253'PROPERTY WHERE SANER AVE. T-INTERSECTS LANCASTER RD. (STATE ROUTE
 CS1253'NO. 342), IN A TRIANGULAR SHAPED GRASSY PLOT BETWEEN FILLING
 CS1253'STATION DRIVEWAYS AND BELONGING TO THE ROACH BROS. GAS CO.  IT IS
 CS1253'175 FT.  NORTH OF SANER AVE., 68 FT. WEST OF CENTERLINE OF
 CS1253'LANCASTER RD., 25 FT. NORTH OF NORTH DRIVEWAY CURB AND 18 FT.
 CS1253'NORTH OF A TRIMMED HEDGE.  THE MARK IS FLUSH AND STAMPED ROACH
 CS1253'1947.
 CS1253'
 CS1253'REFERENCE MARK NO. 1 IS 138.80 FT. NORTHEAST OF THE STATION, 29
 CS1253'FT. EAST OF CENTERLINE OF LANCASTER RD. AND 5 FT. EAST OF A DITCH.
 CS1253'THE MARK PROJECTS 5 INCHES AND IS STAMPED ROACH NO 1 1947.
 CS1253'
 CS1253'REFERENCE MARK NO. 2 IS 135.19 FT. SOUTHEAST OF THE STATION, 29
 CS1253'FT EAST OF CENTERLINE OF LANCASTER RD. AND 5 FT. EAST OF A DITCH.
 CS1253'THE MARK PROJECTS 5 INCHES AND IS STAMPED ROACH NO 2 1947.
 CS1253'
 CS1253'THE AZIMUTH MARK IS 0.2 MILE NORTH OF STATION ON RIGHT SIDE OF
 CS1253'STATE ROUTE NO. 342 (LANCASTER RD.), 30 FT. EAST OF CENTERLINE OF
 CS1253'SAME, 2.5 FT. SOUTHEAST OF A WITNESS POST, 2 FT. SOUTH OF A FENCE
 CS1253'CORNER AND AT THE EXTREME NORTHWEST CORNER OF AN OPEN FIELD.  THE
 CS1253'MARK PROJECTS 3 INCHES AND IS STAMPED ROACH 1947.
 CS1253'
 CS1253'TO REACH THE STATION FROM THE WEST END OF THE OAK CLIFF VIADUCT,
 CS1253'GO SOUTH ON STATE ROUTE NO. 342 FOR 3.6 MILES TO AZIMUTH MARK ON
 CS1253'LEFT.  THE STATION IS 0.2 MILE SOUTH FROM THIS POINT ON THE
 CS1253'RIGHT SIDE OF STATE ROUTE NO. 342.
 CS1253'
 CS1253'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CS1253
 CS1253                          STATION RECOVERY (1947)
 CS1253
 CS1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS1253'IN DALLAS.
 CS1253'ABOUT 4.2 MILES SOUTH OF THE DALLAS COUNTY COURTHOUSE, AT THE
 CS1253'INTERSECTION OF STATE HIGHWAY 342 AND SANER AVENUE, 165 FEET NORTH OF
 CS1253'THE CENTER LINE OF SANER AVENUE, 60 FEET WEST OF THE CENTER LINE OF
 CS1253'STATE HIGHWAY 342.  A BRONZE TRIANGULATION STATION DISK SET IN THE TOP
 CS1253'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- THE SITE OF
 CS1253'THE MARK IS NOW IN THE YARD OF A DRIVE IN CAFE.  IT MAY HAVE BEEN
 CS1253'COVERED OR DESTROYED DURING CONSTRUCTION WORK IN THIS AREA.
 CS1253
 CS1253                          STATION RECOVERY (1953)
 CS1253
 CS1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS1253'THE SITE OF THIS STATION IS NOW A LARGE SHOPPING CENTER.  THE
 CS1253'STREETS HAVE BEEN WIDENED AND ALL THE AREA IS PAVED.  THE ONLY
 CS1253'EVIDENCE OF ANY MARK FOUND WAS A CONCRETE MONUMENT IN A TRASH
 CS1253'PILE FROM WHICH THE DISK HAD BEEN REMOVED.  THE STATION IS LOST.
 CS1253
 CS1253                          STATION RECOVERY (1958)
 CS1253
 CS1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1253'MARK NOT FOUND.
 CS1253
 CS1253                          STATION RECOVERY (1966)
 CS1253
 CS1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WEB)
 CS1253'REFERENCE MARKS 1 AND 2 WERE APPARENTLY DESTROYED DUE TO THE
 CS1253'WIDENING OF STATE HWY 342.
 CS1253
 CS1253                          STATION RECOVERY (1991)
 CS1253
 CS1253'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0827 ***********************************************************************
 CV0827  DESIGNATION -  ROACH
 CV0827  PID         -  CV0827
 CV0827  STATE/COUNTY-  TX/GAINES
 CV0827  USGS QUAD   -  PAYNES CORNER NW (1971)
 CV0827
 CV0827                         *CURRENT SURVEY CONTROL
 CV0827  ___________________________________________________________________
 CV0827* NAD 83(1993)-  32 37 37.34490(N)    102 57 43.25970(W)     ADJUSTED  
 CV0827* NAVD 88     -      1072.0    (meters)    3517.     (feet)  VERTCON   
 CV0827  ___________________________________________________________________
 CV0827  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CV0827  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 CV0827
 CV0827  HORZ ORDER  -  FIRST
 CV0827
 CV0827.The horizontal coordinates were established by classical geodetic methods
 CV0827.and adjusted by the National Geodetic Survey in February 1996..
 CV0827
 CV0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0827
 CV0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0827
 CV0827.The geoid height was determined by GEOID03.
 CV0827
 CV0827;                    North         East     Units Scale Factor Converg.
 CV0827;SPC TXNC     - 2,115,386.452   181,432.455   MT  0.99989990   -2 26 00.8
 CV0827;SPC TXNC     - 6,940,230.38    595,249.65   sFT  0.99989990   -2 26 00.8
 CV0827;SPC NM E     -   181,226.049   293,683.903   MT  1.00011322   +0 44 22.1
 CV0827;SPC NM E     -   594,572.46    963,527.94   sFT  1.00011322   +0 44 22.1
 CV0827;UTM  13      - 3,611,775.651   691,193.868   MT  1.00005078   +1 05 56.9
 CV0827
 CV0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0827!SPC TXNC     -   0.99983514  x   0.99989990  =   0.99973506
 CV0827!SPC NM E     -   0.99983514  x   1.00011322  =   0.99994834
 CV0827!UTM  13      -   0.99983514  x   1.00005078  =   0.99988591
 CV0827
 CV0827:                Primary Azimuth Mark                     Grid Az
 CV0827:SPC TXNC     -  ROACH AZ MK                              184 35 07.8
 CV0827:SPC NM E     -  ROACH AZ MK                              181 24 44.9
 CV0827:UTM  13      -  ROACH AZ MK                              181 03 10.1
 CV0827
 CV0827|---------------------------------------------------------------------|
 CV0827| PID    Reference Object                     Distance      Geod. Az  |
 CV0827|                                                           dddmmss.s |
 CV0827| CI0329 ROACH AZ MK                                        1820907.0 |
 CV0827| CI0330 ROACH RM 1                           44.025 METERS 21037     |
 CV0827| CI0331 ROACH RM 2                           36.887 METERS 32336     |
 CV0827|---------------------------------------------------------------------|
 CV0827
 CV0827                          SUPERSEDED SURVEY CONTROL
 CV0827
 CV0827  NAD 83(1993)-  32 37 37.34532(N)    102 57 43.25804(W) AD(       ) 1
 CV0827  NAD 83(1986)-  32 37 37.34894(N)    102 57 43.25638(W) AD(       ) 1
 CV0827  NAD 27      -  32 37 36.98900(N)    102 57 41.53100(W) AD(       ) 1
 CV0827  NGVD 29 (07/19/86) 1071.7    (m)         3516.     (f) VERT ANG       
 CV0827
 CV0827.Superseded values are not recommended for survey control.
 CV0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0827.See file dsdata.txt to determine how the superseded data were derived.
 CV0827
 CV0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS9119411776(NAD 83)
 CV0827_MARKER: DS = TRIANGULATION STATION DISK
 CV0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0827
 CV0827  HISTORY     - Date     Condition        Report By
 CV0827  HISTORY     - 1935     MONUMENTED       CGS
 CV0827  HISTORY     - 1938     GOOD             CGS
 CV0827  HISTORY     - 1942     GOOD             CGS
 CV0827  HISTORY     - 1947     GOOD             PHILIP
 CV0827  HISTORY     - 1959     GOOD             CGS
 CV0827  HISTORY     - 1968     GOOD             CGS
 CV0827
 CV0827                          STATION DESCRIPTION
 CV0827
 CV0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CV0827'ABOUT 13 MILES SOUTHEAST OF HOBBS, N. MEX., IN SECTION 479,
 CV0827'BLOCK G, 2 MILES SOUTH OF SEMINOLE, IN SANDY PASTURE LAND,
 CV0827'0.2 MILE NORTH OF A GRADED ROAD WHICH RUNS EASTERLY AND
 CV0827'INTERSECTS TEXAS STATE HIGHWAY 51, AND 74 FEET EAST OF A
 CV0827'FENCE.  TO REACH FROM THE MAIN INTERSECTION IN HOBBS, GO
 CV0827'SOUTH 0.5 MILE, TURN EAST AND GO 0.5 MILE, TURN SOUTH ON THE
 CV0827'HIGHWAY AND GO 4.5 MILES, TURN OFF THE HIGHWAY, CROSS CATTLE
 CV0827'GUARD AND GO EAST ON A TRAIL WHICH BECOMES A GRADED ROAD AFTER
 CV0827'CROSSING THE STATE BOUNDARY 9.2 MILES, CROSS A CATTLE GUARD,
 CV0827'TURN NORTH OFF THE ROAD AND FOLLOW ALONG THE EAST SIDE OF
 CV0827'FENCE 0.2 MILE TO THE TOP OF A SAND HILL AND STATION.  THE
 CV0827'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CV0827'STANDARD DISKS SET IN CONCRETE.
 CV0827'REFERENCE MARK NO. 1 IS 2 FEET EAST OF A FENCE, AND
 CV0827'144.44 FEET FROM STATION S 30 DEG 37 MIN W, AND
 CV0827'NO. 2 IS 2 FEET EAST OF A FENCE, AND 121.02 FEET FROM
 CV0827'STATION N 36 DEG 23 MIN W.  THE AZIMUTH MARK IS 0.25
 CV0827'MILE SOUTH OF THE GRADED ROAD, 2 FEET EAST OF A
 CV0827'NORTH-SOUTH FENCE, AND APPROXIMATELY 0.45 MILE FROM STATION
 CV0827'S 02 DEG 09 MIN W.
 CV0827
 CV0827                          STATION RECOVERY (1942)
 CV0827
 CV0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EVB)
 CV0827'ABOUT 18 MILES SW OF SEMINOLE.  STATION MARK NOT SEARCHED FOR.
 CV0827'
 CV0827'REFERENCE MARK FOUND TO BE IN VERY GOOD CONDITION.  IT WAS
 CV0827'STAMPED ROACH NO. 1 1935.
 CV0827'
 CV0827'VERY EASILY LOCATED.
 CV0827
 CV0827                          STATION RECOVERY (1947)
 CV0827
 CV0827'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0827'STATION AND BOTH REFERENCE MARKS ARE IN PERFECT CONDITION AS
 CV0827'DESCRIBED.  STATION MARK IS STAMPED ROACH 1935.  AZIMUTH
 CV0827'MARK NOT SEARCHED FOR.
 CV0827
 CV0827                          STATION RECOVERY (1959)
 CV0827
 CV0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 CV0827'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CV0827'IN GOOD CONDITION AS DESCRIBED.  COULD NOT LOCATE THE AZIMUTH
 CV0827'MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CV0827
 CV0827                          STATION RECOVERY (1968)
 CV0827
 CV0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0827'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK
 CV0827'WERE RECOVERED IN GOOD CONDITION.  THE STATION IS ABOUT 13 MILES
 CV0827'AIRLINE SOUTHEAST OF HOBBS, ABOUT 19 MILES SOUTHWEST OF SEMINOLE,
 CV0827'IN PASTURE LAND, AND IS ABOUT 0.2 MILE NORTH OF A BLACKTOP ROAD.
 CV0827'
 CV0827'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND U.S.
 CV0827'HIGHWAY 62-180 IN HOBBS, GO SOUTH ON STATE HIGHWAY 18 FOR 5.0
 CV0827'MILES TO A BLACKTOP ROAD ON THE LEFT, TURN LEFT, EAST, GO
 CV0827'9.7 MILES TO WHERE FENCE LINES LEADS NORTH AND SOUTH FROM THE
 CV0827'ROAD RIGHT-OF-WAY FENCES AND END OF TRUCK TRAVEL.  PACK NORTH
 CV0827'ALONG THE EAST SIDE OF FENCE ABOUT 0.2 MILE TO STATION.  TO
 CV0827'REACH AZIMUTH MARK FROM END OF TRUCK TRAVEL, DRIVE SOUTH ALONG
 CV0827'THE EAST SIDE OF FENCE ABOUT 0.25 MILE TO MARK.
 CV0827'
 CV0827'STATION MARK IS 74 FEET EAST OF FENCE AND 1 FOOT SOUTH OF A
 CV0827'METAL WITNESS POST.  REFERENCE MARKS ARE 2 FEET EAST OF THE
 CV0827'FENCE LINE.  AZIMUTH MARK IS 2 FEET EAST OF FENCE AND 1 FOOT
 CV0827'NORTH OF A METAL WITNESS POST AND IS FLUSH WITH THE TOP OF SAND.
 CV0827'
 CV0827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13
 CV0827'MILES SOUTHEAST OF HOBBS, NEW MEXICO.  APPROX. SECTION 17,
 CV0827'BLOCK AX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1256 ***********************************************************************
 CS1256  DESIGNATION -  ROACH AZ MK
 CS1256  PID         -  CS1256
 CS1256  STATE/COUNTY-  TX/DALLAS
 CS1256  USGS QUAD   -  OAK CLIFF (1981)
 CS1256
 CS1256                         *CURRENT SURVEY CONTROL
 CS1256  ___________________________________________________________________
 CS1256* NAD 83(1986)-  32 42 59.     (N)    096 48 13.     (W)     SCALED    
 CS1256* NAVD 88     -       186.775  (meters)     612.78   (feet)  ADJUSTED  
 CS1256  ___________________________________________________________________
 CS1256  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS1256  DYNAMIC HT  -         186.560 (meters)     612.07  (feet)  COMP
 CS1256  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 CS1256
 CS1256  VERT ORDER  -  FIRST     CLASS II
 CS1256
 CS1256.The horizontal coordinates were scaled from a topographic map and have
 CS1256.an estimated accuracy of +/- 6 seconds.
 CS1256
 CS1256.The orthometric height was determined by differential leveling
 CS1256.and adjusted by the National Geodetic Survey in June 1991..
 CS1256
 CS1256.The geoid height was determined by GEOID03.
 CS1256
 CS1256.The dynamic height is computed by dividing the NAVD 88
 CS1256.geopotential number by the normal gravity value computed on the
 CS1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1256.degrees latitude (g = 980.6199 gals.).
 CS1256
 CS1256.The modeled gravity was interpolated from observed gravity values.
 CS1256
 CS1256;                    North         East    Units  Estimated Accuracy
 CS1256;SPC TXNC     - 2,117,690.      759,010.      MT  (+/- 180 meters Scaled)
 CS1256
 CS1256                          SUPERSEDED SURVEY CONTROL
 CS1256
 CS1256  NGVD 29 (??/??/92)  186.781  (m)          612.80   (f) ADJ UNCH    1 2
 CS1256
 CS1256.Superseded values are not recommended for survey control.
 CS1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1256.See file dsdata.txt to determine how the superseded data were derived.
 CS1256
 CS1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB058219(NAD 83)
 CS1256_MARKER: DZ = AZIMUTH MARK DISK
 CS1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1256_STAMPING: ROACH 1947
 CS1256_MARK LOGO: CGS   
 CS1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1256+STABILITY: SURFACE MOTION
 CS1256
 CS1256  HISTORY     - Date     Condition        Report By
 CS1256  HISTORY     - 1947     MONUMENTED       CGS
 CS1256  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1256  HISTORY     - 19910829 MARK NOT FOUND   USPSQD
 CS1256
 CS1256                          STATION DESCRIPTION
 CS1256
 CS1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1256'IN DALLAS.
 CS1256'ABOUT 4.0 MILES SOUTH OF THE DALLAS COUNTY COURTHOUSE, JUST SOUTH OF
 CS1256'THE INTERSECTION OF STATE HIGHWAY 342 AND ELMORE AVENUE, ABOUT 0.25
 CS1256'MILE NORTH OF SANER AVENUE, 252 FEET SOUTH OF THE CENTER LINE OF
 CS1256'ELMORE AVENUE, 27 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 342, 4
 CS1256'FEET SOUTHEAST OF A 4X4 MARKER POST, AT THE SOUTHWEST CORNER OF A
 CS1256'WHITE BOARD FENCE.  A BRONZE AZIMUTH MARK DISK SET IN THE TOP OF A
 CS1256'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CS1256
 CS1256                          STATION RECOVERY (1958)
 CS1256
 CS1256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1256'MARK NOT FOUND.
 CS1256
 CS1256                          STATION RECOVERY (1991)
 CS1256
 CS1256'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1254 ***********************************************************************
 CS1254  DESIGNATION -  ROACH RM 1
 CS1254  PID         -  CS1254
 CS1254  STATE/COUNTY-  TX/DALLAS
 CS1254  USGS QUAD   -  OAK CLIFF (1981)
 CS1254
 CS1254                         *CURRENT SURVEY CONTROL
 CS1254  ___________________________________________________________________
 CS1254* NAD 83(1986)-  32 42 48.     (N)    096 48 16.     (W)     SCALED    
 CS1254* NAVD 88     -       185.744  (meters)     609.40   (feet)  ADJUSTED  
 CS1254  ___________________________________________________________________
 CS1254  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS1254  DYNAMIC HT  -         185.531 (meters)     608.70  (feet)  COMP
 CS1254  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 CS1254
 CS1254  VERT ORDER  -  FIRST     CLASS II
 CS1254
 CS1254.The horizontal coordinates were scaled from a topographic map and have
 CS1254.an estimated accuracy of +/- 6 seconds.
 CS1254
 CS1254.The orthometric height was determined by differential leveling
 CS1254.and adjusted by the National Geodetic Survey in June 1991..
 CS1254
 CS1254.The geoid height was determined by GEOID03.
 CS1254
 CS1254.The dynamic height is computed by dividing the NAVD 88
 CS1254.geopotential number by the normal gravity value computed on the
 CS1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1254.degrees latitude (g = 980.6199 gals.).
 CS1254
 CS1254.The modeled gravity was interpolated from observed gravity values.
 CS1254
 CS1254;                    North         East    Units  Estimated Accuracy
 CS1254;SPC TXNC     - 2,117,350.      758,940.      MT  (+/- 180 meters Scaled)
 CS1254
 CS1254                          SUPERSEDED SURVEY CONTROL
 CS1254
 CS1254  NGVD 29 (??/??/92)  185.750  (m)          609.41   (f) ADJ UNCH    1 2
 CS1254
 CS1254.Superseded values are not recommended for survey control.
 CS1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1254.See file dsdata.txt to determine how the superseded data were derived.
 CS1254
 CS1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB057216(NAD 83)
 CS1254_MARKER: DR = REFERENCE MARK DISK
 CS1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1254_STAMPING: ROACH NO 1 1947
 CS1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1254+STABILITY: SURFACE MOTION
 CS1254
 CS1254  HISTORY     - Date     Condition        Report By
 CS1254  HISTORY     - 1947     MONUMENTED       CGS
 CS1254  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS1254  HISTORY     - 19910829 MARK NOT FOUND   USPSQD
 CS1254
 CS1254                          STATION DESCRIPTION
 CS1254
 CS1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1254'IN DALLAS.
 CS1254'ABOUT 4.2 MILES SOUTH OF THE DALLAS COUNTY COURTHOUSE, AT THE
 CS1254'INTERSECTION OF STATE HIGHWAY 342 AND SANER AVENUE, 261 FEET NORTH OF
 CS1254'THE CENTER LINE OF SANER AVENUE, 27 FEET EAST OF THE CENTER LINE OF
 CS1254'STATE HIGHWAY 342.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 CS1254'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CS1254
 CS1254                          STATION RECOVERY (1966)
 CS1254
 CS1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1254'MARK NOT FOUND.
 CS1254
 CS1254                          STATION RECOVERY (1991)
 CS1254
 CS1254'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1255 ***********************************************************************
 CS1255  DESIGNATION -  ROACH RM 2
 CS1255  PID         -  CS1255
 CS1255  STATE/COUNTY-  TX/DALLAS
 CS1255  USGS QUAD   -  OAK CLIFF (1981)
 CS1255
 CS1255                         *CURRENT SURVEY CONTROL
 CS1255  ___________________________________________________________________
 CS1255* NAD 83(1986)-  32 42 48.     (N)    096 48 16.     (W)     SCALED    
 CS1255* NAVD 88     -       185.766  (meters)     609.47   (feet)  ADJUSTED  
 CS1255  ___________________________________________________________________
 CS1255  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS1255  DYNAMIC HT  -         185.552 (meters)     608.77  (feet)  COMP
 CS1255  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 CS1255
 CS1255  VERT ORDER  -  FIRST     CLASS II
 CS1255
 CS1255.The horizontal coordinates were scaled from a topographic map and have
 CS1255.an estimated accuracy of +/- 6 seconds.
 CS1255
 CS1255.The orthometric height was determined by differential leveling
 CS1255.and adjusted by the National Geodetic Survey in June 1991..
 CS1255
 CS1255.The geoid height was determined by GEOID03.
 CS1255
 CS1255.The dynamic height is computed by dividing the NAVD 88
 CS1255.geopotential number by the normal gravity value computed on the
 CS1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1255.degrees latitude (g = 980.6199 gals.).
 CS1255
 CS1255.The modeled gravity was interpolated from observed gravity values.
 CS1255
 CS1255;                    North         East    Units  Estimated Accuracy
 CS1255;SPC TXNC     - 2,117,350.      758,940.      MT  (+/- 180 meters Scaled)
 CS1255
 CS1255                          SUPERSEDED SURVEY CONTROL
 CS1255
 CS1255  NGVD 29 (??/??/92)  185.772  (m)          609.49   (f) ADJ UNCH    1 2
 CS1255
 CS1255.Superseded values are not recommended for survey control.
 CS1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1255.See file dsdata.txt to determine how the superseded data were derived.
 CS1255
 CS1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB057216(NAD 83)
 CS1255_MARKER: DR = REFERENCE MARK DISK
 CS1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1255_STAMPING: ROACH NO 2 1947
 CS1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1255+STABILITY: SURFACE MOTION
 CS1255
 CS1255  HISTORY     - Date     Condition        Report By
 CS1255  HISTORY     - 1947     MONUMENTED       CGS
 CS1255  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS1255  HISTORY     - 19910829 MARK NOT FOUND   USPSQD
 CS1255
 CS1255                          STATION DESCRIPTION
 CS1255
 CS1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1255'IN DALLAS.
 CS1255'ABOUT 4.2 MILES SOUTH OF THE DALLAS COUNTY COURTHOUSE, AT THE
 CS1255'INTERSECTION OF STATE HIGHWAY 342 AND SANER AVENUE, 81 FEET NORTH OF
 CS1255'THE CENTER LINE OF SANER AVENUE, 27 FEET EAST OF THE CENTER LINE OF
 CS1255'STATE HIGHWAY 342.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 CS1255'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CS1255
 CS1255                          STATION RECOVERY (1966)
 CS1255
 CS1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1255'MARK NOT FOUND.
 CS1255
 CS1255                          STATION RECOVERY (1991)
 CS1255
 CS1255'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5739 ***********************************************************************
 AW5739  DESIGNATION -  ROAD
 AW5739  PID         -  AW5739
 AW5739  STATE/COUNTY-  TX/JEFFERSON
 AW5739  USGS QUAD   -  SOUTH OF STAR LAKE (1994)
 AW5739
 AW5739                         *CURRENT SURVEY CONTROL
 AW5739  ___________________________________________________________________
 AW5739* NAD 83(1993)-  29 36 34.40439(N)    094 13 53.55723(W)     ADJUSTED  
 AW5739* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 AW5739  ___________________________________________________________________
 AW5739  X           -    -409,500.504 (meters)                     COMP
 AW5739  Y           -  -5,534,617.646 (meters)                     COMP
 AW5739  Z           -   3,132,805.554 (meters)                     COMP
 AW5739  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AW5739  ELLIP HEIGHT-         -26.10  (meters)          (06/17/02) GPS OBS
 AW5739  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW5739
 AW5739  HORZ ORDER  -  SECOND
 AW5739  ELLP ORDER  -  FIFTH     CLASS I
 AW5739
 AW5739.The horizontal coordinates were established by classical geodetic methods
 AW5739.and adjusted by the National Geodetic Survey in February 1996..
 AW5739
 AW5739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5739
 AW5739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5739
 AW5739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5739
 AW5739.The ellipsoidal height was determined by GPS observations
 AW5739.and is referenced to NAD 83.
 AW5739
 AW5739.The geoid height was determined by GEOID03.
 AW5739
 AW5739;                    North         East     Units Scale Factor Converg.
 AW5739;SPC TXSC     - 4,206,266.782 1,061,695.151   MT  0.99987469   +2 20 10.1
 AW5739;SPC TXSC     -13,800,060.27  3,483,244.84   sFT  0.99987469   +2 20 10.1
 AW5739;UTM  15      - 3,276,155.630   380,753.518   MT  0.99977545   -0 36 30.8
 AW5739
 AW5739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5739!SPC TXSC     -   1.00000410  x   0.99987469  =   0.99987879
 AW5739!UTM  15      -   1.00000410  x   0.99977545  =   0.99977955
 AW5739
 AW5739|---------------------------------------------------------------------|
 AW5739| PID    Reference Object                     Distance      Geod. Az  |
 AW5739|                                                           dddmmss.s |
 AW5739| CV9342 ROAD RM 1                            24.801 METERS 06423     |
 AW5739| AW5740 MEAD RM 3                           APPROX. 6.4 KM 0662905.2 |
 AW5739| CV9343 ROAD RM 2                            25.099 METERS 33135     |
 AW5739|---------------------------------------------------------------------|
 AW5739
 AW5739                          SUPERSEDED SURVEY CONTROL
 AW5739
 AW5739  ELLIP H (02/16/96)  -26.02   (m)                       GP(       ) 5 1
 AW5739  NAD 83(1993)-  29 36 34.40380(N)    094 13 53.55719(W) AD(       ) 2
 AW5739  ELLIP H (01/21/93)  -26.00   (m)                       GP(       ) 4 2
 AW5739  NAD 83(1986)-  29 36 34.42476(N)    094 13 53.53790(W) AD(       ) 2
 AW5739  NAD 27      -  29 36 33.61640(N)    094 13 52.87440(W) AD(       ) 2
 AW5739  NGVD 29 (12/24/91)    0.9    (m)            3.     (f) GPS OBS        
 AW5739
 AW5739.Superseded values are not recommended for survey control.
 AW5739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5739.See file dsdata.txt to determine how the superseded data were derived.
 AW5739
 AW5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN8075476156(NAD 83)
 AW5739_MARKER: DS = TRIANGULATION STATION DISK
 AW5739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5739_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5739+STABILITY: SURFACE MOTION
 AW5739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5739+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 AW5739
 AW5739  HISTORY     - Date     Condition        Report By
 AW5739  HISTORY     - 1934     MONUMENTED       CGS
 AW5739  HISTORY     - 1937     GOOD             CGS
 AW5739  HISTORY     - 1960     GOOD             CGS
 AW5739  HISTORY     - 1962     GOOD             CGS
 AW5739  HISTORY     - 1963     GOOD             CGS
 AW5739  HISTORY     - 1967     GOOD             CGS
 AW5739  HISTORY     - 1974     GOOD             LOCSUR
 AW5739  HISTORY     - 1977     GOOD             NGS
 AW5739  HISTORY     - 19900221 GOOD
 AW5739
 AW5739                          STATION DESCRIPTION
 AW5739
 AW5739'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5739'STATION IS LOCATED ON THE SABINE PASS-GALVESTON BEACH ROAD,
 AW5739'23.3 MILES SW OF THE DOWLING MONUMENT AT INTERSECTION OF
 AW5739'PORT ARTHUR AND GALVESTON ROADS AT SABINE PASS, ON PROPERTY
 AW5739'BELONGING TO J.T. WHITE, AND 6.1 MILES W OF BREEZE INN.  IT
 AW5739'IS ON LOW GRASSLAND, 200 METERS INSHORE FROM HIGH-WATER
 AW5739'LINE, AND 173 METERS N OF WIRE FENCE PARALLELING THE BEACH.
 AW5739'THE ROAD IN THIS VICINITY HAS BEEN WASHED AWAY.  THE AREA
 AW5739'IS DEVOID OF ANY OTHER OBJECTS THAT WOULD SERVE FOR
 AW5739'REFERENCES.
 AW5739'
 AW5739'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW5739'6-INCH CONCRETE-FILLED TILE PROJECTING ABOUT 4 INCHES ABOVE
 AW5739'GROUND.  IT IS STAMPED ROAD 1934.
 AW5739'
 AW5739'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5739'OF A 6-INCH CONCRETE-FILLED TILE.  IT IS STAMPED R.M. 1 1934.
 AW5739'
 AW5739'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5739'OF A 6-INCH CONCRETE-FILLED TILE.  IT IS STAMPED R.M. 2
 AW5739'1934.
 AW5739
 AW5739                          STATION RECOVERY (1937)
 AW5739
 AW5739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW5739'RECOVERED AS DESCRIBED.  STATION IS LOCATED ON LOW GRASSLAND,
 AW5739'188 METERS N OF THE HIGH-WATER LINE, AND 162 METERS N OF CENTER
 AW5739'LINE OF PAVED ROAD.  THE ROAD IN THIS VICINITY HAS BEEN
 AW5739'RELOCATED AND PAVED SINCE THE STATION WAS ESTABLISHED.
 AW5739
 AW5739                          STATION RECOVERY (1960)
 AW5739
 AW5739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5739'STATION AND RMS RECOVERED IN GOOD CONDITION.  THE DISTANCES TO
 AW5739'THE REFERENCE MARKS WERE VERIFIED.  REVISED DESCRIPTION FOLLOWS.
 AW5739'
 AW5739'STATION IS LOCATED ON THE SABINE PASS-GALVESTON ROAD, STATE
 AW5739'HIGHWAY 87, 23.3 MILES SOUTHWEST OF THE DICK DOWLING MONUMENT
 AW5739'AT SABINE PASS, 10.5 MILES NORTHEAST OF THE INTERSECTION OF
 AW5739'STATE HIGHWAYS 87 AND 124 AT HIGH ISLAND, ON THE NORTH SIDE OF
 AW5739'HIGHWAY 87, ON LOW GRASS LAND AND ABOUT OPPOSITE THE WESTERLY
 AW5739'END OF A GROUP OF LOW TREES ALONG SIDE THE FENCE.  STATION IS
 AW5739'ABOUT 425 FEET NORTH OF THE FENCE AND 2.0 FEET SOUTH OF A
 AW5739'WITNESS POST.  A STANDARD DISK STAMPED ROAD 1934 IN TOP OF A 6
 AW5739'INCH TILE PROJECTING 4 INCHES.
 AW5739'
 AW5739'R.M. 1 IS NORTHEAST OF THE STATION.  A STANDARD DISK STAMPED
 AW5739'NO. 1 1934 IN TOP OF A 6 INCH TILE FLUSH WITH THE GROUND.
 AW5739'
 AW5739'R.M. 2 IS NORTHWEST OF THE STATION.  A STANDARD DISK STAMPED
 AW5739'NO. 2 1934 IN TOP OF A 6 INCH TILE PROJECTING 6 INCHES ABOVE GROUND.
 AW5739
 AW5739                          STATION RECOVERY (1962)
 AW5739
 AW5739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SLH)
 AW5739'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 AW5739'NOT SEARCHED FOR.  THE RECOVERY NOT BY J.K.W. IN 1960 IS ADEQUATE
 AW5739'WITH THE FOLLOWING EXCEPTIONS--HIGHWAY 87 AND THE FENCE REFERRED
 AW5739'TO WERE DESTROYED BY HURRICANE CARLA IN 1961.  A NEW HIGHWAY
 AW5739'IS UNDER CONSTRUCTION.
 AW5739
 AW5739                          STATION RECOVERY (1963)
 AW5739
 AW5739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5739'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AW5739'DESCRIBED IN THE 1960 RECOVERY NOTE BY J.K.W., WITH THE
 AW5739'FOLLOWING EXCEPTIONS--THE ROW OF TREES ARE NO LONGER IN EVIDENCE.
 AW5739'THE STATION MARK IS FLUSH WITH THE GROUND SURFACE AND THE
 AW5739'REFERENCE MARKS ARE SLIGHTLY BELOW THE GROUND SURFACE.
 AW5739'
 AW5739'THE STATION IS 1.5 FEET SOUTHWEST OF A 3 INCH DIAMETER CREOSOTE
 AW5739'WOOD WITNESS POST AND SIGN.  288.0 FEET NORTH OF STATE HIGHWAY
 AW5739'87.  273.0 FEET NORTH OF A EAST WEST FENCE LINE.
 AW5739'
 AW5739'REFERENCE MARK NO 1 IS 80.3 FEET EAST OF A 3 INCH DIAMETER
 AW5739'CREOSOTE WOOD WITNESS POST AND SIGN.
 AW5739'
 AW5739'REFERENCE MARK NO 2 IS 81.3 FEET NORTH OF A 3 INCH DIAMETER
 AW5739'CREOSOTE WOOD WITNESS POST AND SIGN.
 AW5739'
 AW5739'BENCH MARK M1014 IS A STANDARD DISK STAMPED M1014, 1955, SET IN
 AW5739'A 12 INCH ROUND CONCRETE MONUMENT, PROJECTING 18 INCHES FROM THE
 AW5739'GROUND SURFACE.  IT IS 24.0 FEET NORTH OF THE HIGH TIDE LINE.
 AW5739'104.0 FEET SOUTH OF STATE HIGHWAY 87.
 AW5739'
 AW5739'TO REACH THE BENCH MARK FROM THE STATION, GO WESTERLY ON STATE
 AW5739'HIGHWAY 87 FOR 0.8 MILE TO THE BENCH MARK ON THE LEFT AS DESCRIBED.
 AW5739'
 AW5739'HEIGHT OF LIGHT ABOVE STATION MARK - 3.91 METERS.
 AW5739
 AW5739                          STATION RECOVERY (1967)
 AW5739
 AW5739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WPS)
 AW5739'STATION IN GOOD CONDITION.  A TALL WOODEN TRIPD AND OBSERVING
 AW5739'PLATFORM ARE OVER THE STATION.  REFERENCE MARKS WERE NOT
 AW5739'SEARCHED FOR.
 AW5739
 AW5739                          STATION RECOVERY (1974)
 AW5739
 AW5739'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 AW5739'RECOVERED BY LIPPS JAKUBIK AND ASSOC INC.
 AW5739'
 AW5739'ROAD 1934 - FOUND IN GOOD CONDITION AS PER 1962 DESCRIPTION.
 AW5739'WITNESS POST GONE.
 AW5739
 AW5739                          STATION RECOVERY (1977)
 AW5739
 AW5739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW5739'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 AW5739'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 AW5739'RECOVERED, MEASUREMENTS PUTS THE MARK IN THE GULF.  A NEW TO REACH
 AW5739'FOLLOWS.
 AW5739'
 AW5739'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 87, S OF
 AW5739'HIGHLAND, GO ENE ON STATE HIGHWAY 87 FOR 1.2 MILES TO THE COUNTY LINE
 AW5739'OF GALVESTON AND CHAMBERS.  CONTINUE ENE FOR 1.15 MILE TO THE
 AW5739'COUNTY LINE OF CHAMBERS AND JEFFERSON, CONTINUE ENE FOR 1.8 MILES TO
 AW5739'A DOUBLE WOODEN GATE ON THE LEFT.  TURN LEFT AND BEAR SHARP LEFT
 AW5739'AND FOLLOW ALONG N SIDE OF FENCE FOR 0.25 MILE TO POLE NUMBER 89,
 AW5739'BEAR RIGHT, N ABOUT 250 FEET TO THE STATION.
 AW5739'
 AW5739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES ENE
 AW5739'OF HIGHLAND.
 AW5739
 AW5739                          STATION RECOVERY (1990)
 AW5739
 AW5739'RECOVERED 1990
 AW5739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0398 ***********************************************************************
 BA0398  DESIGNATION -  ROAD
 BA0398  PID         -  BA0398
 BA0398  STATE/COUNTY-  TX/TERRELL
 BA0398  USGS QUAD   -  CANDILLA CANYON EAST (1983)
 BA0398
 BA0398                         *CURRENT SURVEY CONTROL
 BA0398  ___________________________________________________________________
 BA0398* NAD 83(1993)-  29 59 39.36143(N)    102 18 03.74011(W)     ADJUSTED  
 BA0398* NAVD 88     -       741.2    (meters)    2432.     (feet)  VERTCON   
 BA0398  ___________________________________________________________________
 BA0398  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 BA0398  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 BA0398
 BA0398  HORZ ORDER  -  FIRST
 BA0398
 BA0398.The horizontal coordinates were established by classical geodetic methods
 BA0398.and adjusted by the National Geodetic Survey in February 1996..
 BA0398
 BA0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 BA0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BA0398
 BA0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0398
 BA0398.The geoid height was determined by GEOID03.
 BA0398
 BA0398;                    North         East     Units Scale Factor Converg.
 BA0398;SPC TXSC     - 4,243,988.234   281,541.545   MT  0.99992928   -1 37 02.0
 BA0398;SPC TXSC     -13,923,818.06    923,690.89   sFT  0.99992928   -1 37 02.0
 BA0398;UTM  13      - 3,321,217.254   760,372.024   MT  1.00043650   +1 21 00.0
 BA0398
 BA0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0398!SPC TXSC     -   0.99988715  x   0.99992928  =   0.99981644
 BA0398!UTM  13      -   0.99988715  x   1.00043650  =   1.00032360
 BA0398
 BA0398:                Primary Azimuth Mark                     Grid Az
 BA0398:SPC TXSC     -  MOFETA SECTION HOUSE S GABLE             048 42 48.5
 BA0398:UTM  13      -  MOFETA SECTION HOUSE S GABLE             045 44 46.5
 BA0398
 BA0398|---------------------------------------------------------------------|
 BA0398| PID    Reference Object                     Distance      Geod. Az  |
 BA0398|                                                           dddmmss.s |
 BA0398| BP0844 MOFETA SECTION HOUSE S GABLE        APPROX. 9.8 KM 0470546.5 |
 BA0398| CI0333 ROAD RM                              11.900 METERS 08823     |
 BA0398| BA0405 SANTA ROSA MOUNTAIN                                1971718.0 |
 BA0398| BA0404 SHARP TIP                           APPROX.76.6 KM 2030628.2 |
 BA0398| CI0334 ROAD RM 2                            17.790 METERS 21441     |
 BA0398| BA0399 ROAD ROCK CAIRN                      16.000 METERS 26840     |
 BA0398| CI0332 ROAD AZ MK                                         2841525.6 |
 BA0398| BP0854 WHITE TIP                           APPROX.50.5 KM 2974754.3 |
 BA0398|---------------------------------------------------------------------|
 BA0398
 BA0398                          SUPERSEDED SURVEY CONTROL
 BA0398
 BA0398  NAD 83(1986)-  29 59 39.33311(N)    102 18 03.77531(W) AD(       ) 1
 BA0398  NAD 27      -  29 59 38.64400(N)    102 18 02.27200(W) AD(       ) 1
 BA0398  NGVD 29 (07/19/86)  741.0    (m)         2431.     (f) VERT ANG       
 BA0398
 BA0398.Superseded values are not recommended for survey control.
 BA0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0398.See file dsdata.txt to determine how the superseded data were derived.
 BA0398
 BA0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP6037221217(NAD 83)
 BA0398_MARKER: DS = TRIANGULATION STATION DISK
 BA0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0398
 BA0398  HISTORY     - Date     Condition        Report By
 BA0398  HISTORY     - 1918     MONUMENTED       CGS
 BA0398  HISTORY     - 1934     GOOD             CGS
 BA0398  HISTORY     - 1943     GOOD             IBC
 BA0398  HISTORY     - 1958     GOOD             AMS
 BA0398  HISTORY     - 1967     GOOD             CGS
 BA0398
 BA0398                          STATION DESCRIPTION
 BA0398
 BA0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BA0398'STATION IS ABOUT 11-1/2 MILES SE FROM SANDERSON, 6 MILES S OF
 BA0398'THE SOUTHERN PACIFIC TRACKS, 12 MILES WSW FROM DRYDEN, 300
 BA0398'METERS (984 FEET) E OF THE SANDERSON-TWIN BUTTES ROAD 2 MILES
 BA0398'S FROM A MASONRY TANK, ON LONG FLAT RIDGE THAT RUNS SE AND NW.
 BA0398'
 BA0398'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BA0398'DISKS SET IN CONCRETE.
 BA0398'
 BA0398'IN 1934 STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED,
 BA0398'IN GOOD CONDITION AND A NEW REFERENCE AND AZIMUTH MARK WERE
 BA0398'ADDED.  THEY ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BA0398'
 BA0398'OLD STATION MARK WAS STAMPED ROAD 1918-1934 AND NEW MARKS ARE
 BA0398'STAMPED ROAD 1934.
 BA0398'
 BA0398'REFERENCE MARK (1918) IS 11.90 METERS (39.0 FEET) FROM THE
 BA0398'STATION, N 88 DEG 23 MIN E.
 BA0398'
 BA0398'REFERENCE MARK (1934) IS 17.79 METERS (58.4 FEET) FROM THE
 BA0398'STATION, S 34 DEG 41 MIN W.
 BA0398'
 BA0398'AZIMUTH MARK IS ABOUT 100 YARDS S OF FORKS IN MAIN ROAD AND ABOUT
 BA0398'1/2 MILE FROM STATION N 75 DEG 45 MIN W.
 BA0398'A 4-FOOT ROCK CAIRN IS 16 METERS (52 FEET) FROM THE STATION,
 BA0398'S 88 DEG 40 MIN W.  CHIMNEY AT S END OF RANCH HOUSE
 BA0398'IS ABOUT 10 MILES FROM STATION S 70 DEG 46 MIN E.
 BA0398'
 BA0398'TO REACH THE STATION FROM SANDERSON, TAKE U.S. HIGHWAY 90 E
 BA0398'6.3 MILES TO TOP OF HILL, TURN RIGHT, GO S THROUGH GATE ON
 BA0398'GRADED DIRT ROAD 2.35 MILES, TURN IN ON LEFT FORK AND FOLLOW
 BA0398'E AND S ON UNIMPROVED ROAD 0.95 MILE, TAKE RIGHT FORK FOR
 BA0398'0.1 MILE TO LUMBER GATE, GO THROUGH GATE FOR 0.8 MILE, THENCE
 BA0398'RIGHT FORK 0.2 MILE TO GATE, CONTINUE 1.7 MILES TO ANOTHER
 BA0398'GATE, THEN S 0.5 MILE, HERE LEAVE MAIN ROAD TAKING LEFT FORK
 BA0398'ON DIM ROAD ALONG TOP OF RIDGE FOR 0.35 MILE, THEN LEAVE
 BA0398'ROAD, TURN RIGHT (S) FOR 0.5 MILE TO STATION SITE.
 BA0398'
 BA0398'ELEVATION OF STATION, 741.0 METERS (2,431 FEET).
 BA0398
 BA0398                          STATION RECOVERY (1943)
 BA0398
 BA0398'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 BA0398'RECOVERED AND OCCUPIED.
 BA0398
 BA0398                          STATION RECOVERY (1958)
 BA0398
 BA0398'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0398'STATION WAS RECOVERED AS DESCRIBED.
 BA0398'
 BA0398'THE STATION IS LOCATED ON THE HIGHEST POINT OF E-W RIDGE.
 BA0398'486 FEET NW OF LINE BUSH IN SHALLOW DRAIN.  348 FEET ENE OF
 BA0398'LONE BUSH.  315 FEET SSE OF LONE BUSH, AND THE STATION IS
 BA0398'THE CENTER ONE OF FOUR.
 BA0398
 BA0398                          STATION RECOVERY (1967)
 BA0398
 BA0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KDC)
 BA0398'STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BA0398'
 BA0398'REVISED DESCRIPTION FOLLOWS--TO REACH FROM SANDERSON POST OFFICE
 BA0398'PROCEED E ALONG HWY 90 6.7 MILES TO A ROAD FORK ON TOP OF
 BA0398'HILL.  TURN RIGHT ON GRADED ROAD AND FOLLOW MAIN ROAD 2.4
 BA0398'MILES TO A FORK.  TAKE LEFT FORK AND GO 0.9 MILE TO A FORK.
 BA0398'TAKE RIGHT FORK AND GO 0.9 MILES TO A ROAD FORK.  TAKE RIGHT
 BA0398'FORK AND GO 2.2 MILES TO A GATE.  GO THROUGH GATE AND GO 0.2
 BA0398'MILE TO WHERE ROAD GOES OVER A SMALL RIDGE.  AT THIS POINT
 BA0398'USGS B.M. 2433 IS 60 FEET E OF ROAD.  CONTINUE 0.3 MILE TO A
 BA0398'ROAD FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO A ROAD FORK.
 BA0398'TAKE LEFT FORK AND GO 0.2 MILE TO A ROAD FORK.  TAKE RIGHT
 BA0398'FORK AND GO 250 FEET.  AT THIS POINT STATION IS 175 FEET S
 BA0398'OF ROAD ON HIGH POINT OF RIDGE.
 BA0398'
 BA0398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SANDERSON,
 BA0398'11.5 MILES SE OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0798 ***********************************************************************
 CC0798  DESIGNATION -  ROAD
 CC0798  PID         -  CC0798
 CC0798  STATE/COUNTY-  TX/PECOS
 CC0798  USGS QUAD   -  COYANOSA SE (1974)
 CC0798
 CC0798                         *CURRENT SURVEY CONTROL
 CC0798  ___________________________________________________________________
 CC0798* NAD 83(1993)-  31 01 08.62664(N)    103 06 03.18048(W)     ADJUSTED  
 CC0798* NAVD 88     -       884.5    (meters)    2902.     (feet)  VERTCON   
 CC0798  ___________________________________________________________________
 CC0798  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CC0798  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CC0798
 CC0798  HORZ ORDER  -  FIRST
 CC0798
 CC0798.The horizontal coordinates were established by classical geodetic methods
 CC0798.and adjusted by the National Geodetic Survey in February 1996..
 CC0798
 CC0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0798
 CC0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0798
 CC0798.The geoid height was determined by GEOID03.
 CC0798
 CC0798;                    North         East     Units Scale Factor Converg.
 CC0798;SPC TX C     - 3,153,206.531   435,798.255   MT  0.99988179   -1 25 31.6
 CC0798;SPC TX C     -10,345,145.09  1,429,781.44   sFT  0.99988179   -1 25 31.6
 CC0798;UTM  13      - 3,433,263.157   681,280.780   MT  1.00000538   +0 58 44.1
 CC0798
 CC0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0798!SPC TX C     -   0.99986482  x   0.99988179  =   0.99974662
 CC0798!UTM  13      -   0.99986482  x   1.00000538  =   0.99987019
 CC0798
 CC0798|---------------------------------------------------------------------|
 CC0798| PID    Reference Object                     Distance      Geod. Az  |
 CC0798|                                                           dddmmss.s |
 CC0798| CI0337 ROAD RM 1                            23.241 METERS 03701     |
 CC0798| CI0336 ROAD AZ MK 2                                       1272248.5 |
 CC0798| CI0338 ROAD RM 2                            18.571 METERS 29534     |
 CC0798| CI0335 ROAD AZ MK                                         3001428.5 |
 CC0798| CC0799 ROAD RM A                            28.129 METERS 32948     |
 CC0798|---------------------------------------------------------------------|
 CC0798
 CC0798                          SUPERSEDED SURVEY CONTROL
 CC0798
 CC0798  NAD 83(1986)-  31 01 08.63029(N)    103 06 03.17417(W) AD(       ) 1
 CC0798  NAD 27      -  31 01 08.08600(N)    103 06 01.58600(W) AD(       ) 1
 CC0798  NGVD 29 (07/19/86)  884.2    (m)         2901.     (f) VERT ANG       
 CC0798
 CC0798.Superseded values are not recommended for survey control.
 CC0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0798.See file dsdata.txt to determine how the superseded data were derived.
 CC0798
 CC0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ8128133263(NAD 83)
 CC0798_MARKER: DS = TRIANGULATION STATION DISK
 CC0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0798
 CC0798  HISTORY     - Date     Condition        Report By
 CC0798  HISTORY     - 1943     MONUMENTED       CGS
 CC0798  HISTORY     - 1968     GOOD             CGS
 CC0798
 CC0798                          STATION DESCRIPTION
 CC0798
 CC0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0798'STATION IS LOCATED 12 MILES NORTHWEST OF FT. STOCKTON, BY
 CC0798'AIRLINE.
 CC0798'
 CC0798'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 285, ABOUT
 CC0798'100 YARDS SOUTHWEST OF THE STATION IN FT. STOCKTON, GO WEST ON
 CC0798'U.S. 290 FOR 1.0 MILE.  THENCE RIGHT ON U.S. 285 TOWARD PECOS
 CC0798'FOR 7.4 MILES TO THE END OF SURFACED ROAD.  CONTINUE ON GRAVEL
 CC0798'ROAD, U.S. 285, NORTHWESTERLY 6.7 MILES TO A RED BOARD GATE AND
 CC0798'A WINDMILL ON THE RIGHT.  STATION IS JUST INSIDE THE BOARD GATE.
 CC0798'
 CC0798'STATION IS LOCATED 104.6 FEET SOUTH OF A STEEL WATER TANK, AND
 CC0798'73 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 37.4 FEET
 CC0798'WEST-NORTHWEST OF THE CENTER OF THE BOARD GATE, AND IS 11.5
 CC0798'FEET NORTH OF AN EAST WEST WIRE FENCE.  A STANDARD BRONZE DISK
 CC0798'SET IN TOP OF A 10 INCH SQUARE BLOCK OF CONCRETE FLUSH WITH THE
 CC0798'GROUND STAMPED ROAD 1943.
 CC0798'
 CC0798'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, AND IS 27.9
 CC0798'FEET SOUTH OF THE SOUTH EDGE OF A WATER TANK.  A STANDARD BRONZE
 CC0798'DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK OF CONCRETE
 CC0798'2 INCHES ABOVE THE GROUND STAMPED ROAD NO 1 1943.
 CC0798'
 CC0798'REFERENCE MARK NO. 2 IS WEST OF THE STATION, AND IS 2 FEET NORTH
 CC0798'OF AN EAST WEST FENCE.  A STANDARD BRONZE DISK SET IN THE TOP
 CC0798'OF A 10 INCH SQUARE BLOCK OF CONCRETE FLUSH WITH THE GROUND
 CC0798'STAMPED ROAD NO 2 1943.
 CC0798'
 CC0798'AZIMUTH MARK IS 1.35 MILES WEST OF THE STATION AND IS SET IN
 CC0798'THE TOP OF THE SOUTH RAILING OF A CONCRETE HIGHWAY BRIDGE,
 CC0798'AND IS 4 FEET ABOVE THE HIGHWAY.  A STANDARD BRONZE DISK SET IN
 CC0798'A DRILL HOLE STAMPED ROAD 1943.
 CC0798'
 CC0798'A 37-FOOT TOWER WAS USED OVER THE STATION.
 CC0798'
 CC0798'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CC0798
 CC0798                          STATION RECOVERY (1968)
 CC0798
 CC0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0798'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 CC0798'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 CC0798'FOR BUT NOT RECOVERED, IT IS BELIEVED TO HAVE BEEN DESTROYED BY
 CC0798'ROAD CONSTRUCTION.  THE DISTANCE TO THE REFERENCE MARKS COMPARED
 CC0798'WITH THE 1943 OBSERVATIONS.  AN AZIMUTH MARK 2 WAS ESTABLISHED
 CC0798'AT THIS TIME.  DUE TO CHANGES IN THE AREA A COMPLETE NEW
 CC0798'DESCRIPTION FOLLOWS--
 CC0798'
 CC0798'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF FT STOCKTON
 CC0798'ALONG THE RIGHT SIDE OF U.S. HIGHWAY 285 AND ON PROPERTY OWNED BY
 CC0798'THE MENDEL ESTATE AND LEASED BY MR. TOM HILL.
 CC0798'
 CC0798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 285 AND
 CC0798'290 AT THE WEST EDGE OF FT STOCKTON GO NORTHWEST ON U.S. HIGHWAY 285
 CC0798'FOR 12.55 MILES TO THE JUNCTION OF FARM ROAD 1776 ON THE
 CC0798'RIGHT.  CONTINUE AHEAD ON U.S. HIGHWAY 285 FOR 1.75 MILES TO
 CC0798'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON THE HIGHWAY FOR
 CC0798'0.75 MILE TO THE STATION ON THE RIGHT.
 CC0798'
 CC0798'THE STATION MARK IS A STANDARD DISK STAMPED ROAD 1943, SET IN
 CC0798'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 CC0798'THE GROUND SURFACE.  IT IS 104 FEET SOUTHWEST OF THE SOUTHWEST
 CC0798'CORNER OF A STOCK PEN, 73 FEET NORTH OF THE CENTER OF
 CC0798'U.S. HIGHWAY 285 AND 3 FEET NORTH OF THE METAL WITNESS POST
 CC0798'WITH SIGN ATTACHED.
 CC0798'
 CC0798'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ROAD NO 1 1943, SET
 CC0798'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 CC0798'INCH ABOVE THE GROUND SURFACE.  IT IS 79 FEET NORTHEAST OF THE
 CC0798'METAL WITNESS POST WITH SIGN ATTACHED AND 35 FEET SOUTHWEST OF
 CC0798'THE SOUTHWEST CORNER OF THE STOCK PEN.
 CC0798'
 CC0798'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROAD NO 2 1943, SET
 CC0798'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 CC0798'THE GROUND SURFACE.  IT IS 63 FEET NORTH OF THE CENTER OF
 CC0798'U.S. HIGHWAY 285, 61 FEET WEST OF THE METAL WITNESS POST WITH SIGN
 CC0798'ATTACHED AND 1 FOOT NORTH OF THE FENCE.
 CC0798'
 CC0798'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROAD 1943 AZ 2 1968,
 CC0798'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 CC0798'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CC0798'88 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 285, 6.8 FEET WEST OF
 CC0798'THE WEST GATE POST AND 2.4 FEET NORTHWEST OF THE METAL WITNESS
 CC0798'POST WITH SIGN ATTACHED.
 CC0798'
 CC0798'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CC0798'16 MILES NORTHWEST OF FT STOCKTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0799 ***********************************************************************
 CC0799  DESIGNATION -  ROAD RM A
 CC0799  PID         -  CC0799
 CC0799  STATE/COUNTY-  TX/PECOS
 CC0799  USGS QUAD   -  COYANOSA SE (1974)
 CC0799
 CC0799                         *CURRENT SURVEY CONTROL
 CC0799  ___________________________________________________________________
 CC0799* NAD 83(1993)-  31 01 09.41609(N)    103 06 03.71385(W)     ADJUSTED  
 CC0799* NAVD 88     -       884.3    (meters)    2901.     (feet)  VERTCON   
 CC0799  ___________________________________________________________________
 CC0799  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CC0799  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CC0799
 CC0799  HORZ ORDER  -  FIRST
 CC0799
 CC0799.The horizontal coordinates were established by classical geodetic methods
 CC0799.and adjusted by the National Geodetic Survey in February 1996..
 CC0799
 CC0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0799
 CC0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0799
 CC0799.The geoid height was determined by GEOID03.
 CC0799
 CC0799;                    North         East     Units Scale Factor Converg.
 CC0799;SPC TX C     - 3,153,231.186   435,784.718   MT  0.99988179   -1 25 31.9
 CC0799;SPC TX C     -10,345,225.98  1,429,737.03   sFT  0.99988179   -1 25 31.9
 CC0799;UTM  13      - 3,433,287.225   681,266.220   MT  1.00000531   +0 58 43.9
 CC0799
 CC0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0799!SPC TX C     -   0.99986485  x   0.99988179  =   0.99974665
 CC0799!UTM  13      -   0.99986485  x   1.00000531  =   0.99987016
 CC0799
 CC0799:                Primary Azimuth Mark                     Grid Az
 CC0799:SPC TX C     -  WILBANK                                  078 23 32.7
 CC0799:UTM  13      -  WILBANK                                  075 59 16.9
 CC0799
 CC0799|---------------------------------------------------------------------|
 CC0799| PID    Reference Object                     Distance      Geod. Az  |
 CC0799|                                                           dddmmss.s |
 CC0799| CC0765 WILBANK                             APPROX.16.2 KM 0765800.8 |
 CC0799| CC0798 ROAD                                 28.129 METERS 14948     |
 CC0799|---------------------------------------------------------------------|
 CC0799
 CC0799                          SUPERSEDED SURVEY CONTROL
 CC0799
 CC0799  NAD 83(1986)-  31 01 09.41990(N)    103 06 03.70765(W) AD(       ) 1
 CC0799  NAD 27      -  31 01 08.87547(N)    103 06 02.11936(W) AD(       ) 1
 CC0799  NGVD 29 (07/19/86)  884.0    (m)         2900.     (f) VERT ANG       
 CC0799
 CC0799.Superseded values are not recommended for survey control.
 CC0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0799.See file dsdata.txt to determine how the superseded data were derived.
 CC0799
 CC0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ8126633287(NAD 83)
 CC0799_MARKER: DS = TRIANGULATION STATION DISK
 CC0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0799+STABILITY: SURFACE MOTION
 CC0799
 CC0799  HISTORY     - Date     Condition        Report By
 CC0799  HISTORY     - 1968     MONUMENTED       CGS
 CC0799
 CC0799                          STATION DESCRIPTION
 CC0799
 CC0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0799'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF
 CC0799'FT. STOCKTON, ALONG THE SIDE OF U.S. HIGHWAY 285 AND ON PROPERTY
 CC0799'OWNED BY MENDEL ESTATE.
 CC0799'
 CC0799'THE STATION MARK IS A STANDARD DISK, STAMPED ROAD RM A 1968,
 CC0799'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CC0799'7-INCHES.  IT IS 111 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 CC0799'285, 94.0 FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN
 CC0799'ATTACHED, 24 FEET NORTH-NORTHEAST OF A FENCE CORNER POST AND 2.7
 CC0799'FEET EAST OF A METAL WITNESS POST WITH SIGN
 CC0799'ATTACHED.
 CC0799'
 CC0799'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ROAD 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2910 ***********************************************************************
 CS2910  DESIGNATION -  ROANOKE MUNICIPAL TANK
 CS2910  PID         -  CS2910
 CS2910  STATE/COUNTY-  TX/DENTON
 CS2910  USGS QUAD   -  COLLEYVILLE (1981)
 CS2910
 CS2910                         *CURRENT SURVEY CONTROL
 CS2910  ___________________________________________________________________
 CS2910* NAD 83(1993)-  32 59 53.64864(N)    097 13 45.19245(W)     ADJUSTED  
 CS2910* NAVD 88     -                                                        
 CS2910  ___________________________________________________________________
 CS2910  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 CS2910  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CS2910
 CS2910  HORZ ORDER  -  THIRD
 CS2910
 CS2910.The horizontal coordinates were established by classical geodetic methods
 CS2910.and adjusted by the National Geodetic Survey in February 1996..
 CS2910
 CS2910
 CS2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2910
 CS2910.The geoid height was determined by GEOID03.
 CS2910
 CS2910;                    North         East     Units Scale Factor Converg.
 CS2910;SPC TXNC     - 2,148,375.453   718,742.856   MT  0.99987305   +0 41 35.1
 CS2910;SPC TXNC     - 7,048,461.80  2,358,075.52   sFT  0.99987305   +0 41 35.1
 CS2910;UTM  14      - 3,652,483.892   665,432.969   MT  0.99993745   +0 57 52.6
 CS2910
 CS2910                          SUPERSEDED SURVEY CONTROL
 CS2910
 CS2910  NAD 83(1993)-  32 59 53.65041(N)    097 13 45.17854(W) AD(       ) 4
 CS2910  NAD 83(1986)-  32 59 53.65306(N)    097 13 45.17687(W) AD(       ) 4
 CS2910  NAD 27      -  32 59 53.20700(N)    097 13 44.12100(W) AD(       ) 3
 CS2910
 CS2910.Superseded values are not recommended for survey control.
 CS2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2910.See file dsdata.txt to determine how the superseded data were derived.
 CS2910
 CS2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6543352484(NAD 83)
 CS2910_MARKER: 53 = ELEVATED TANK
 CS2910
 CS2910  HISTORY     - Date     Condition        Report By
 CS2910  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2910  HISTORY     - 1955     GOOD             TXHD
 CS2910  HISTORY     - 19950629 GOOD             USPSQD
 CS2910  HISTORY     - 19980224 GOOD             USPSQD
 CS2910
 CS2910                          STATION DESCRIPTION
 CS2910
 CS2910'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2910'THE STATION IS LOCATED ABOUT 120 YARDS SOUTH AND EAST OF
 CS2910'THE POST OFFICE IN ROANOKE.  IT IS A 4 LEGGED, SILVER PAINTED
 CS2910'STEEL WATER TANK ABOUT 150 FEET HIGH.
 CS2910'
 CS2910'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2910'
 CS2910'TO REACH FROM THE POST OFFICE IN ROANOKE GO SOUTH ON THE MAIN
 CS2910'STREET FOR 100 YARDS TO STATION 50 FEET EAST OF THE STREET.
 CS2910
 CS2910                          STATION RECOVERY (1955)
 CS2910
 CS2910'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 CS2910'INQUIRY MADE AND IT WAS DETERMINED THAT THIS WAS THE SAME TANK
 CS2910'THAT WAS ORIGINALLY CUT IN.
 CS2910
 CS2910                          STATION RECOVERY (1995)
 CS2910
 CS2910'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2910'RECOVERED IN GOOD CONDITION.
 CS2910
 CS2910                          STATION RECOVERY (1998)
 CS2910
 CS2910'RECOVERY NOTE BY US POWER SQUADRON 1998
 CS2910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0568 ***********************************************************************
 DP0568  DESIGNATION -  ROARING
 DP0568  PID         -  DP0568
 DP0568  STATE/COUNTY-  TX/MOTLEY
 DP0568  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0568
 DP0568                         *CURRENT SURVEY CONTROL
 DP0568  ___________________________________________________________________
 DP0568* NAD 83(1993)-  33 53 30.90156(N)    100 45 23.19617(W)     ADJUSTED  
 DP0568* NAVD 88     -       773.     (meters)    2536.     (feet)  SCALED    
 DP0568  ___________________________________________________________________
 DP0568  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 DP0568  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DP0568
 DP0568  HORZ ORDER  -  SECOND
 DP0568
 DP0568.The horizontal coordinates were established by classical geodetic methods
 DP0568.and adjusted by the National Geodetic Survey in February 1996..
 DP0568
 DP0568.The orthometric height was scaled from a topographic map.
 DP0568
 DP0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0568
 DP0568.The geoid height was determined by GEOID03.
 DP0568
 DP0568;                    North         East     Units Scale Factor Converg.
 DP0568;SPC TXNC     - 2,249,009.784   391,295.532   MT  0.99998001   -1 13 50.3
 DP0568;SPC TXNC     - 7,378,626.27  1,283,775.42   sFT  0.99998001   -1 13 50.3
 DP0568;UTM  14      - 3,751,560.558   337,581.417   MT  0.99992521   -0 58 46.8
 DP0568
 DP0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0568!SPC TXNC     -   0.99988287  x   0.99998001  =   0.99986288
 DP0568!UTM  14      -   0.99988287  x   0.99992521  =   0.99980809
 DP0568
 DP0568|---------------------------------------------------------------------|
 DP0568| PID    Reference Object                     Distance      Geod. Az  |
 DP0568|                                                           dddmmss.s |
 DP0568| CX8089 ROARING RM 1                         13.886 METERS 08859     |
 DP0568| CX8090 ROARING RM 2                         18.138 METERS 26905     |
 DP0568| CX8088 ROARING AZ MK                                      2732739.5 |
 DP0568|---------------------------------------------------------------------|
 DP0568
 DP0568                          SUPERSEDED SURVEY CONTROL
 DP0568
 DP0568  NAD 83(1993)-  33 53 30.90425(N)    100 45 23.19491(W) AD(       ) 2
 DP0568  NAD 83(1986)-  33 53 30.90723(N)    100 45 23.18944(W) AD(       ) 2
 DP0568  NAD 27      -  33 53 30.61862(N)    100 45 21.71906(W) AD(       ) 2
 DP0568
 DP0568.Superseded values are not recommended for survey control.
 DP0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0568.See file dsdata.txt to determine how the superseded data were derived.
 DP0568
 DP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC3758151561(NAD 83)
 DP0568_MARKER: DS = TRIANGULATION STATION DISK
 DP0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0568_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0568
 DP0568  HISTORY     - Date     Condition        Report By
 DP0568  HISTORY     - 1965     MONUMENTED       CGS
 DP0568
 DP0568                          STATION DESCRIPTION
 DP0568
 DP0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 DP0568'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHEAST OF MATADOR AND 6 MILES
 DP0568'EAST OF ROARING SPRINGS, ON THE SOUTH RIGHT-OF-WAY OF FARM ROAD
 DP0568'684.
 DP0568'
 DP0568'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND LOOP
 DP0568'42 JUST NORTH OF ROARING SPRINGS HIGH SCHOOL, GO SOUTH ON STATE
 DP0568'HIGHWAY 70 FOR 0.9 MILE TO THE JUNCTION WITH FARM ROAD 684.  TURN
 DP0568'LEFT AND GO EAST ON FARM ROAD 684 FOR 1.7 MILES TO A CONCRETE
 DP0568'BRIDGE OVER A CREEK.  CONTINUE EAST ON HIGHWAY FOR 3.25 MILES TO
 DP0568'OIL STORAGE TANKS AND THE AZIMUTH MARK ON THE LEFT.
 DP0568'CONTINUE EAST ON HIGHWAY FOR 0.3 MILE TO THE STATION ON THE
 DP0568'RIGHT.
 DP0568'
 DP0568'STATION MARK IS A STANDARD DISK, STAMPED ROARING 1964, SET IN THE
 DP0568'TOP OF A ROUND CONCRETE POST, THAT PROJECTS 3 INCHES.  IT IS 47 FEET
 DP0568'SOUTH OF THE CENTERLINE OF FARM ROAD 684, 4 FEET NORTH OF A WIRE
 DP0568'FENCE AND 2.9 FEET WEST OF A WITNESS POST.
 DP0568'
 DP0568'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROARING NO 1 1964, SET
 DP0568'IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 1 INCH.  IT IS 47
 DP0568'FEET SOUTH OF THE CENTERLINE OF THE FARM ROAD, 4.6 FEET NORTH OF
 DP0568'THE WIRE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DP0568'
 DP0568'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROARING NO 2 1964, SET
 DP0568'IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 2 INCHES.  IT IS
 DP0568'48 FEET SOUTH OF THE CENTERLINE OF THE FARM ROAD, 3 FEET NORTH OF
 DP0568'THE WIRE FENCE, 2 FEET EAST OF A POWER LINE POLE AND ABOUT THE
 DP0568'SAME ELEVATION AS THE STATION.
 DP0568'
 DP0568'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROARING 1964, SET IN THE TOP
 DP0568'OF A ROUND CONRETE POST, THAT PROJECTS 3 INCHES.  IT IS 48 FEET
 DP0568'NORTH OF THE CENTERLINE OF THE FARM ROAD, 3 FEET SOUTHEAST OF A
 DP0568'METAL, CORNER FENCE POST AND 2.3 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0567 ***********************************************************************
 DP0567  DESIGNATION -  ROARING SPRINGS BLACK TANK
 DP0567  PID         -  DP0567
 DP0567  STATE/COUNTY-  TX/MOTLEY
 DP0567  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0567
 DP0567                         *CURRENT SURVEY CONTROL
 DP0567  ___________________________________________________________________
 DP0567* NAD 83(1993)-  33 54 27.29574(N)    100 51 36.20507(W)     ADJUSTED  
 DP0567* NAVD 88     -                                                        
 DP0567  ___________________________________________________________________
 DP0567  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 DP0567  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DP0567
 DP0567  HORZ ORDER  -  THIRD
 DP0567
 DP0567.The horizontal coordinates were established by classical geodetic methods
 DP0567.and adjusted by the National Geodetic Survey in February 1996..
 DP0567
 DP0567
 DP0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0567
 DP0567.The geoid height was determined by GEOID03.
 DP0567
 DP0567;                    North         East     Units Scale Factor Converg.
 DP0567;SPC TXNC     - 2,250,957.459   381,752.644   MT  0.99998405   -1 17 13.8
 DP0567;SPC TXNC     - 7,385,016.26  1,252,466.80   sFT  0.99998405   -1 17 13.8
 DP0567;UTM  14      - 3,753,466.482   328,030.473   MT  0.99996458   -1 02 16.4
 DP0567
 DP0567                          SUPERSEDED SURVEY CONTROL
 DP0567
 DP0567  NAD 83(1993)-  33 54 27.29877(N)    100 51 36.20342(W) AD(       ) 4
 DP0567  NAD 83(1986)-  33 54 27.30225(N)    100 51 36.19799(W) AD(       ) 4
 DP0567  NAD 27      -  33 54 27.00000(N)    100 51 34.70000(W) AD(       ) 3
 DP0567
 DP0567.Superseded values are not recommended for survey control.
 DP0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0567.See file dsdata.txt to determine how the superseded data were derived.
 DP0567
 DP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2803053466(NAD 83)
 DP0567_MARKER: 53 = ELEVATED TANK
 DP0567
 DP0567  HISTORY     - Date     Condition        Report By
 DP0567  HISTORY     - 1935     FIRST OBSERVED   CGS
 DP0567  HISTORY     - 1935     GOOD             CGS
 DP0567
 DP0567                          STATION DESCRIPTION
 DP0567
 DP0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0567'POINT OBSERVED UPON IS BLACK TANK WHICH IS THE ONLY TANK IN
 DP0567'TOWN (TOWN NOT VISITED).  IT IS APPROXIMATELY 90 FEET HIGH AND
 DP0567'IS ON THE W SIDE OF TOWN.
 DP0567
 DP0567                          STATION RECOVERY (1935)
 DP0567
 DP0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCC)
 DP0567'THIS STATION WAS CALLED ROARING SPRINGS, BLACK TANK IN 1935.
 DP0567'THE STATION WAS NOT VISITED IN 1935.  A COMPLETE DESCRIPTION
 DP0567'FOLLOWS.
 DP0567'
 DP0567'STATION IS THE TOP CENTER OF THE TANK, LOCATED 1/2 MILE NORTH
 DP0567'OF THE CENTER OF TOWN, ON A HIGH RIDGE.  THE TANK IS PAINTED
 DP0567'SILVER, ABOUT 60 FEET HIGH AND SUPPORTED BY 4 BLACK STRUCTURAL
 DP0567'STEEL LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0569 ***********************************************************************
 DP0569  DESIGNATION -  ROARING SPRINGS TV RELAY MST
 DP0569  PID         -  DP0569
 DP0569  STATE/COUNTY-  TX/MOTLEY
 DP0569  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0569
 DP0569                         *CURRENT SURVEY CONTROL
 DP0569  ___________________________________________________________________
 DP0569* NAD 83(1993)-  33 53 47.17012(N)    100 52 08.42986(W)     ADJUSTED  
 DP0569* NAVD 88     -                                                        
 DP0569  ___________________________________________________________________
 DP0569  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DP0569  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DP0569
 DP0569  HORZ ORDER  -  THIRD
 DP0569
 DP0569.The horizontal coordinates were established by classical geodetic methods
 DP0569.and adjusted by the National Geodetic Survey in February 1996..
 DP0569
 DP0569
 DP0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0569
 DP0569.The geoid height was determined by GEOID03.
 DP0569
 DP0569;                    North         East     Units Scale Factor Converg.
 DP0569;SPC TXNC     - 2,249,740.105   380,897.128   MT  0.99998117   -1 17 31.4
 DP0569;SPC TXNC     - 7,381,022.33  1,249,659.99   sFT  0.99998117   -1 17 31.4
 DP0569;UTM  14      - 3,752,245.436   327,180.278   MT  0.99996819   -1 02 33.3
 DP0569
 DP0569                          SUPERSEDED SURVEY CONTROL
 DP0569
 DP0569  NAD 83(1993)-  33 53 47.17371(N)    100 52 08.42827(W) AD(       ) 4
 DP0569  NAD 83(1986)-  33 53 47.17797(N)    100 52 08.42299(W) AD(       ) 4
 DP0569  NAD 27      -  33 53 46.90130(N)    100 52 06.93521(W) AD(       ) 3
 DP0569
 DP0569.Superseded values are not recommended for survey control.
 DP0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0569.See file dsdata.txt to determine how the superseded data were derived.
 DP0569
 DP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2718052245(NAD 83)
 DP0569_MARKER: 42 = RADIO/TV MAST
 DP0569
 DP0569  HISTORY     - Date     Condition        Report By
 DP0569  HISTORY     - 1964     FIRST OBSERVED   CGS
 DP0569
 DP0569                          STATION DESCRIPTION
 DP0569
 DP0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0569'THE STATION IS THE CENTER OF THE TOP OF A 150 FOOT HIGH STEEL MAST,
 DP0569'LOCATED ABOUT 1 MILE WEST OF ROARING SPRINGS, ON THE HIGHEST HILL
 DP0569'IN THE IMMEDIATE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0992 ***********************************************************************
 BM0992  DESIGNATION -  ROB
 BM0992  PID         -  BM0992
 BM0992  STATE/COUNTY-  TX/AUSTIN
 BM0992  USGS QUAD   -  KENNEY (1989)
 BM0992
 BM0992                         *CURRENT SURVEY CONTROL
 BM0992  ___________________________________________________________________
 BM0992* NAD 83(1993)-  30 03 15.05979(N)    096 20 15.19823(W)     ADJUSTED  
 BM0992* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 BM0992  ___________________________________________________________________
 BM0992  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BM0992  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BM0992
 BM0992  HORZ ORDER  -  SECOND
 BM0992
 BM0992.The horizontal coordinates were established by classical geodetic methods
 BM0992.and adjusted by the National Geodetic Survey in February 1996..
 BM0992
 BM0992.The orthometric height was scaled from a topographic map.
 BM0992
 BM0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0992
 BM0992.The geoid height was determined by GEOID03.
 BM0992
 BM0992;                    North         East     Units Scale Factor Converg.
 BM0992;SPC TXSC     - 4,249,057.232   856,712.632   MT  0.99994184   +1 18 15.7
 BM0992;SPC TXSC     -13,940,448.60  2,810,731.36   sFT  0.99994184   +1 18 15.7
 BM0992;SPC TX C     - 3,049,879.553 1,085,251.965   MT  1.00001727   +2 03 29.0
 BM0992;SPC TX C     -10,006,146.50  3,560,530.82   sFT  1.00001727   +2 03 29.0
 BM0992;UTM  14      - 3,327,777.599   756,693.415   MT  1.00041302   +1 20 02.9
 BM0992
 BM0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0992!SPC TXSC     -   0.99998430  x   0.99994184  =   0.99992614
 BM0992!SPC TX C     -   0.99998430  x   1.00001727  =   1.00000157
 BM0992!UTM  14      -   0.99998430  x   1.00041302  =   1.00039731
 BM0992
 BM0992|---------------------------------------------------------------------|
 BM0992| PID    Reference Object                     Distance      Geod. Az  |
 BM0992|                                                           dddmmss.s |
 BM0992| CV9142 ROB RM 1                             24.173 METERS 02520     |
 BM0992| BM0990 CHAPEL HILL FIRST BAP CH SPIRE      APPROX.12.3 KM 0390143.8 |
 BM0992| BM0989 CHAPEL HILL CATH CHURCH DOME        APPROX.11.9 KM 0423834.5 |
 BM0992| BM0991 KENNY WATER TANK                    APPROX. 1.4 KM 1193733.7 |
 BM0992| AX2668 BELLVILLE AUSTIN CO CH TOWER        APPROX.13.9 KM 1460315.7 |
 BM0992| AX2667 BELLVILLE MUNICIPAL TANK            APPROX.13.8 KM 1462708.1 |
 BM0992| CV9143 ROB RM 2                             41.233 METERS 28722     |
 BM0992| BM0993 SALEM EVAN LUTHERAN CH SPIRE        APPROX.10.6 KM 3154018.3 |
 BM0992| CV9141 ROB AZ MK                                          3391218.0 |
 BM0992|---------------------------------------------------------------------|
 BM0992
 BM0992                          SUPERSEDED SURVEY CONTROL
 BM0992
 BM0992  NAD 83(1986)-  30 03 15.07526(N)    096 20 15.18210(W) AD(       ) 2
 BM0992  NAD 27      -  30 03 14.27900(N)    096 20 14.30800(W) AD(       ) 2
 BM0992
 BM0992.Superseded values are not recommended for survey control.
 BM0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0992.See file dsdata.txt to determine how the superseded data were derived.
 BM0992
 BM0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5669327778(NAD 83)
 BM0992_MARKER: DS = TRIANGULATION STATION DISK
 BM0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0992
 BM0992  HISTORY     - Date     Condition        Report By
 BM0992  HISTORY     - 1954     MONUMENTED       CGS
 BM0992  HISTORY     - 19991021 GOOD             USPSQD
 BM0992  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 BM0992
 BM0992                          STATION DESCRIPTION
 BM0992
 BM0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0992'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF BRENHAM,
 BM0992'0.7 MILE NORTHWEST OF KENNEY, 0.1 MILE SOUTHWEST OF TEXAS
 BM0992'HIGHWAY 36 AND ON THE SUMMIT OF A SANDY, PASTURED KNOLL ON
 BM0992'PROPERTY BELONGING TO MR. ROBERT KOKEMOR.
 BM0992'
 BM0992'TO REACH THE STATION FROM THE DEPOT IN KENNEY, GO NORTHWEST
 BM0992'ON TEXAS HIGHWAY 36 FOR 0.7 MILE TO THE SUMMIT OF A HIGHWAY
 BM0992'PASS, A CATTLE GUARD AND PRIVATE DRIVE ON THE LEFT.  CROSS
 BM0992'CATTLE GUARD THENCE BEAR LEFT TO THE SUMMIT OF THE KNOLL AND
 BM0992'THE STATION SITE.  TO REACH THE AZIMUTH MARK FROM THE CATTLE
 BM0992'GUARD MENTIONED ABOVE, GO NORTHWEST ON TEXAS HIGHWAY 36 FOR
 BM0992'1.0 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 BM0992'
 BM0992'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM0992'POST PROJECTING 1 INCH.  IT IS 0.2 MILE SOUTH OF A SANTE FE
 BM0992'RAILROAD UNDERPASS, 400 FEET EAST OF MR. KOKEMORS HOUSE, 202
 BM0992'FEET SOUTHEAST OF THE DRIVEWAY, 226 FEET WEST OF THE WEST CORNER
 BM0992'OF A SCHOOL HOUSE YARD FENCE AND 3 FEET WEST OF A WITNESS
 BM0992'POST.  THE MARK IS STAMPED ROB 1954.
 BM0992'
 BM0992'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 BM0992'CONCRETE POST PROJECTING 3 INCHES.  IT IS 145 FEET SOUTHEAST
 BM0992'OF THE DRIVEWAY AND 1 FOOT SOUTHWEST OF A TELEPHONE POLE.  THE
 BM0992'MARK IS STAMPED ROB NO 1 1954.
 BM0992'
 BM0992'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM0992'POST PROJECTING 1 INCH.  IT IS 96 FEET SOUTHEAST OF THE DRIVEWAY,
 BM0992'1 FOOT NORTHEAST OF A TELEPHONE POLE AND ABOUT 5 FEET BELOW
 BM0992'STATION ELEVATION.  THE MARK IS STAMPED ROB NO 2 1954.
 BM0992'
 BM0992'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM0992'POST FLUSH WITH THE SURFACE.  IT IS BELOW THE TELEPHONE LINE
 BM0992'ON THE RIGHT-OF-WAY BANK BETWEEN THE SANTE FE RAILROAD AND
 BM0992'TEXAS HIGHWAY 36, 74 FEET SOUTHEAST OF SIGNAL BLOCK 1172, 56
 BM0992'FEET SOUTHWEST OF CENTERLINE OF THE HIGHWAY, 32 FEET NORTHEAST
 BM0992'OF THE EAST RAIL OF THE RAILROAD, 14 FEET NORTHWEST OF A
 BM0992'TELEPHONE POLE AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK
 BM0992'IS STAMPED ROB 1954.
 BM0992'
 BM0992'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 BM0992
 BM0992                          STATION RECOVERY (1999)
 BM0992
 BM0992'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0992'RECOVERED IN GOOD CONDITION.
 BM0992
 BM0992                          STATION RECOVERY (2004)
 BM0992
 BM0992'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0937 ***********************************************************************
 CU0937  DESIGNATION -  ROB
 CU0937  PID         -  CU0937
 CU0937  STATE/COUNTY-  TX/TAYLOR
 CU0937  USGS QUAD   -  WINGATE (1967)
 CU0937
 CU0937                         *CURRENT SURVEY CONTROL
 CU0937  ___________________________________________________________________
 CU0937* NAD 83(1993)-  32 06 08.11467(N)    100 07 21.27251(W)     ADJUSTED  
 CU0937* NAVD 88     -       657.     (meters)    2156.     (feet)  SCALED    
 CU0937  ___________________________________________________________________
 CU0937  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CU0937  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CU0937
 CU0937  HORZ ORDER  -  THIRD
 CU0937
 CU0937.The horizontal coordinates were established by classical geodetic methods
 CU0937.and adjusted by the National Geodetic Survey in February 1996..
 CU0937
 CU0937.The orthometric height was scaled from a topographic map.
 CU0937
 CU0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0937
 CU0937.The geoid height was determined by GEOID03.
 CU0937
 CU0937;                    North         East     Units Scale Factor Converg.
 CU0937;SPC TXNC     - 2,049,486.627   446,852.875   MT  1.00000875   -0 53 05.8
 CU0937;SPC TXNC     - 6,724,024.04  1,466,049.81   sFT  1.00000875   -0 53 05.8
 CU0937;SPC TX C     - 3,270,035.314   719,894.322   MT  1.00006615   +0 06 30.8
 CU0937;SPC TX C     -10,728,440.86  2,361,853.29   sFT  1.00006615   +0 06 30.8
 CU0937;UTM  14      - 3,552,321.340   394,081.599   MT  0.99973835   -0 35 47.9
 CU0937
 CU0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0937!SPC TXNC     -   0.99990087  x   1.00000875  =   0.99990962
 CU0937!SPC TX C     -   0.99990087  x   1.00006615  =   0.99996701
 CU0937!UTM  14      -   0.99990087  x   0.99973835  =   0.99963924
 CU0937
 CU0937|---------------------------------------------------------------------|
 CU0937| PID    Reference Object                     Distance      Geod. Az  |
 CU0937|                                                           dddmmss.s |
 CU0937| CX8092 ROB RM 1                             16.119 METERS 08200     |
 CU0937| CX8091 ROB AZ MK                                          1882646.8 |
 CU0937| CX8093 ROB RM 2                             19.352 METERS 19656     |
 CU0937|---------------------------------------------------------------------|
 CU0937
 CU0937                          SUPERSEDED SURVEY CONTROL
 CU0937
 CU0937  NAD 83(1986)-  32 06 08.12080(N)    100 07 21.25976(W) AD(       ) 3
 CU0937  NAD 27      -  32 06 07.63020(N)    100 07 19.91610(W) AD(       ) 3
 CU0937
 CU0937.Superseded values are not recommended for survey control.
 CU0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0937.See file dsdata.txt to determine how the superseded data were derived.
 CU0937
 CU0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9408252321(NAD 83)
 CU0937_MARKER: DS = TRIANGULATION STATION DISK
 CU0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0937
 CU0937  HISTORY     - Date     Condition        Report By
 CU0937  HISTORY     - 1961     MONUMENTED       CGS
 CU0937
 CU0937                          STATION DESCRIPTION
 CU0937
 CU0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0937'THE STATION IS ON THE EAST SIDE OF U.S. HIGHWAY 277, APPROXIMATELY
 CU0937'4 MILES NORTH OF WINGATE, 3.5 MILES SOUTH OF SHEP, 1 MILES
 CU0937'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 277 AND FARM
 CU0937'ROAD 53 AND ON PROPERTY OWNED BY C.W. ROBINSON.
 CU0937'
 CU0937'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CU0937'277 AND FARM ROAD 53 APPROXIMATELY 3 MILES NORTHWEST OF WINGATE,
 CU0937'GO NORTHEAST ON HIGHWAY 277 FOR 1.1 MILES TO THE STATION
 CU0937'ON THE RIGHT NEAR A POWER POLE.
 CU0937'
 CU0937'STATION MARKS ARE STANDARD DISKS STAMPED ROB 1961.  THE SURFACE
 CU0937'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CU0937'IT IS 101 FEET EAST OF THE CENTER OF HIGHWAY 277, 52 FEET
 CU0937'EAST OF A FENCE, 28 FEET EAST OF A POWER POLE AND 4.2 FEET
 CU0937'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 CU0937'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 CU0937'OF THE GROUND.
 CU0937'
 CU0937'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROB NO 1 1961,
 CU0937'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CU0937'IT IS 96 FEET EAST OF THE FENCE AND 79.5 FEET EAST OF THE
 CU0937'POWER POLE.
 CU0937'
 CU0937'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROB NO 2 1961,
 CU0937'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CU0937'IT IS 111 FEET EAST OF THE CENTER OF HIGHWAY 277, 70.5 FEET
 CU0937'SOUTH OF THE POWER POLE AND 60 FEET EAST OF THE FENCE.
 CU0937'
 CU0937'AZIMUTH MARK, A STANDARD DISK STAMPED ROB 1961, IS SET IN A
 CU0937'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 62
 CU0937'FEET NORTHWEST OF A POWER POLE AT THE EAST END OF A WIRE GATE,
 CU0937'14.5 FEET NORTHEAST OF THE CENTER OF A GRADED ROAD, 2.1 FEET
 CU0937'SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A
 CU0937'FENCE.
 CU0937'
 CU0937'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 CU0937'ON HIGHWAY 277 FOR 0.25 MILE TO A GRADED SIDE ROAD ON THE
 CU0937'LEFT.  TURN LEFT, SOUTHEAST, ON THE GRADED ROAD FOR 0.15
 CU0937'MILE TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE REACHING
 CU0937'A WIRE GATE ON BOTH SIDES OF THE ROAD.
 CU0937'
 CU0937'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0928 ***********************************************************************
 FM0928  DESIGNATION -  ROB
 FM0928  PID         -  FM0928
 FM0928  STATE/COUNTY-  TX/OLDHAM
 FM0928  USGS QUAD   -  MANY POST CAMP (1971)
 FM0928
 FM0928                         *CURRENT SURVEY CONTROL
 FM0928  ___________________________________________________________________
 FM0928* NAD 83(1993)-  35 36 18.23226(N)    102 32 40.56612(W)     ADJUSTED  
 FM0928* NAVD 88     -      1112.     (meters)    3648.     (feet)  VERTCON   
 FM0928  ___________________________________________________________________
 FM0928  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 FM0928  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 FM0928
 FM0928  HORZ ORDER  -  THIRD
 FM0928
 FM0928.The horizontal coordinates were established by classical geodetic methods
 FM0928.and adjusted by the National Geodetic Survey in February 1996..
 FM0928
 FM0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0928
 FM0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0928
 FM0928.The geoid height was determined by GEOID03.
 FM0928
 FM0928;                    North         East     Units Scale Factor Converg.
 FM0928;SPC TX N     - 1,178,561.105   105,357.191   MT  0.99991619   -0 36 19.4
 FM0928;SPC TX N     - 3,866,662.56    345,659.38   sFT  0.99991619   -0 36 19.4
 FM0928;UTM  13      - 3,942,921.438   722,419.447   MT  1.00020966   +1 25 48.4
 FM0928
 FM0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0928!SPC TX N     -   0.99982950  x   0.99991619  =   0.99974571
 FM0928!UTM  13      -   0.99982950  x   1.00020966  =   1.00003913
 FM0928
 FM0928:                Primary Azimuth Mark                     Grid Az
 FM0928:SPC TX N     -  ROB AZ MK                                090 42 46.7
 FM0928:UTM  13      -  ROB AZ MK                                088 40 38.9
 FM0928
 FM0928|---------------------------------------------------------------------|
 FM0928| PID    Reference Object                     Distance      Geod. Az  |
 FM0928|                                                           dddmmss.s |
 FM0928| CJ8302 ROB AZ MK                                          0900627.3 |
 FM0928| CJ8304 ROB RM 2                              7.462 METERS 26538     |
 FM0928| CJ8303 ROB RM 1                             17.574 METERS 35910     |
 FM0928|---------------------------------------------------------------------|
 FM0928
 FM0928                          SUPERSEDED SURVEY CONTROL
 FM0928
 FM0928  NAD 83(1993)-  35 36 18.23290(N)    102 32 40.56300(W) AD(       ) 3
 FM0928  NAD 83(1993)-  35 36 18.24031(N)    102 32 40.55708(W) AD(       ) 3
 FM0928  NAD 83(1986)-  35 36 18.24018(N)    102 32 40.55726(W) AD(       ) 3
 FM0928  NAD 27      -  35 36 18.07900(N)    102 32 38.82000(W) AD(       ) 3
 FM0928  NGVD 29 (07/19/86) 1111.     (m)         3645.     (f) VERT ANG       
 FM0928
 FM0928.Superseded values are not recommended for survey control.
 FM0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0928.See file dsdata.txt to determine how the superseded data were derived.
 FM0928
 FM0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2241942921(NAD 83)
 FM0928_MARKER: DS = TRIANGULATION STATION DISK
 FM0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0928
 FM0928  HISTORY     - Date     Condition        Report By
 FM0928  HISTORY     - 1953     MONUMENTED       CGS
 FM0928
 FM0928                          STATION DESCRIPTION
 FM0928
 FM0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0928'STATION IS LOCATED, AIRLINE, ABOUT 13 MILES WEST SOUTHWEST
 FM0928'OF CHANNING, 5 MILES NORTH OF THE CANADIAN RIVER, 1 MILE
 FM0928'SOUTH OF THE HARTLEY-OLDHAM COUNTY LINE AND NEAR THE SOUTHEAST
 FM0928'END OF A SMALL RIDGE IN PASTURE LAND.
 FM0928'
 FM0928'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 FM0928'CHANNING, GO WEST ON FARM ROAD 767 FOR 10.7 MILES, THIS IS
 FM0928'0.8 MILE BEYOND THE PUNTA DE AGUA BRIDGE, TO A CATTLE GUARD
 FM0928'ON THE LEFT.  TURN LEFT, ACROSS THE CATTLE GUARD, AND GO
 FM0928'WEST AND SOUTH ON THE MAIN DIRT ROAD FOR 1.8 MILES TO A FORK
 FM0928'AT THE TOP OF THE BENCH--TAKE THE RIGHT FORK AND GO SOUTHWEST
 FM0928'AND THEN SOUTH ON THE MAIN DIRT ROAD ALONG THE EAST SIDE OF
 FM0928'THE FENCE FOR 3.2 MILES TO A FENCE CORNER.  TURN RIGHT,
 FM0928'THROUGH A WIRE GATE, AND GO WEST ALONG THE NORTH SIDE OF THE
 FM0928'FENCE FOR 0.4 MILE TO THE AZIMUTH MARK ALONG THE FENCE
 FM0928'LINE.  CONTINUE WEST, MAKING A JOG TO THE NORTH AROUND A DRAW
 FM0928'AND THEN ALONG THE FENCE LINE FOR 1.0 MILE TO THE STATION
 FM0928'ON TOP OF THE RIDGE.
 FM0928'
 FM0928'STATION MARK, STAMPED ROB 1953, IS A STANDARD DISK SET IN THE
 FM0928'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FM0928'IT IS 8.3 FEET WEST OF A WITNESS POST AND 4.0 FEET NORTH OF
 FM0928'THE FENCE LINE.
 FM0928'
 FM0928'REFERENCE MARK NUMBER 1, STAMPED ROB NO 1 1953, IS A STANDARD
 FM0928'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FM0928'PROJECTS 4 INCHES AND IS 18 INCHES LOWER THAN THE STATION.
 FM0928'
 FM0928'REFERENCE MARK NUMBER 2, STAMPED ROB NO 2 1953, IS A STANDARD
 FM0928'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FM0928'PROJECTS 6 INCHES AND IS 12 INCHES LOWER THAN THE STATION.
 FM0928'IT IS 2.0 FEET NORTH OF THE FENCE LINE.
 FM0928'
 FM0928'AZIMUTH MARK, STAMPED ROB 1953, IS A STANDARD DISK SET IN THE
 FM0928'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 FM0928'IT IS 2.0 FEET NORTH OF THE FENCELINE.
 FM0928'
 FM0928'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2053 ***********************************************************************
 FL2053  DESIGNATION -  ROB
 FL2053  PID         -  FL2053
 FL2053  STATE/COUNTY-  TX/ROBERTS
 FL2053  USGS QUAD   -  PAMPA NW (1971)
 FL2053
 FL2053                         *CURRENT SURVEY CONTROL
 FL2053  ___________________________________________________________________
 FL2053* NAD 83(1993)-  35 39 17.66755(N)    100 53 02.49440(W)     ADJUSTED  
 FL2053* NAVD 88     -       972.     (meters)    3189.     (feet)  SCALED    
 FL2053  ___________________________________________________________________
 FL2053  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FL2053  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 FL2053
 FL2053  HORZ ORDER  -  FIRST
 FL2053
 FL2053.The horizontal coordinates were established by classical geodetic methods
 FL2053.and adjusted by the National Geodetic Survey in February 1996..
 FL2053
 FL2053.The orthometric height was scaled from a topographic map.
 FL2053
 FL2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2053
 FL2053.The geoid height was determined by GEOID03.
 FL2053
 FL2053;                    North         East     Units Scale Factor Converg.
 FL2053;SPC TX N     - 1,183,764.605   255,774.566   MT  0.99991940   +0 21 25.1
 FL2053;SPC TX N     - 3,883,734.37    839,153.72   sFT  0.99991940   +0 21 25.1
 FL2053;UTM  14      - 3,947,308.596   329,450.565   MT  0.99995844   -1 05 54.5
 FL2053
 FL2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2053!SPC TX N     -   0.99985160  x   0.99991940  =   0.99977101
 FL2053!UTM  14      -   0.99985160  x   0.99995844  =   0.99981004
 FL2053
 FL2053|---------------------------------------------------------------------|
 FL2053| PID    Reference Object                     Distance      Geod. Az  |
 FL2053|                                                           dddmmss.s |
 FL2053| CL3881 ROB RM 1                             22.153 METERS 17213     |
 FL2053| CL3880 ROB AZ MK                                          1765901.3 |
 FL2053| CL3882 ROB RM 2                             19.337 METERS 26309     |
 FL2053|---------------------------------------------------------------------|
 FL2053
 FL2053                          SUPERSEDED SURVEY CONTROL
 FL2053
 FL2053  NAD 83(1993)-  35 39 17.66847(N)    100 53 02.49337(W) AD(       ) 1
 FL2053  NAD 83(1986)-  35 39 17.67320(N)    100 53 02.48311(W) AD(       ) 1
 FL2053  NAD 27      -  35 39 17.51900(N)    100 53 00.95700(W) AD(       ) 1
 FL2053
 FL2053.Superseded values are not recommended for survey control.
 FL2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2053.See file dsdata.txt to determine how the superseded data were derived.
 FL2053
 FL2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2945147309(NAD 83)
 FL2053_MARKER: DS = TRIANGULATION STATION DISK
 FL2053_SETTING: 0 = UNSPECIFIED SETTING
 FL2053
 FL2053  HISTORY     - Date     Condition        Report By
 FL2053  HISTORY     - 1951     MONUMENTED       CGS
 FL2053  HISTORY     - 1951     GOOD             CGS
 FL2053
 FL2053                          STATION DESCRIPTION
 FL2053
 FL2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2053'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH AND 4 MILES EAST
 FL2053'OF PAMPA ON PROPERTY BELONGING TO MR. GUS CARUTH.  IT IS 50
 FL2053'FEET WEST OF FARM ROAD 282, 26 FEET EAST OF THE NE CORNER
 FL2053'OF STUCCOED HOUSE AND 10 FEET WEST OF FENCE AND A WHITE
 FL2053'WITNESS POST.  THE STATION MARK IS SET IN A 12-INCH CONCRETE
 FL2053'POST THE TOP OF WHICH IS 18 INCHES BELOW THE SURFACE.  THE
 FL2053'DISK IS STAMPED ROB 1951.
 FL2053'
 FL2053'REFERENCE MARK NO. 1 IS 41 FEET WEST OF FARM ROAD 282 AND SET
 FL2053'IN A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 1 INCH AND
 FL2053'THE DISK IS STAMPED ROB NO 1 1951.
 FL2053'
 FL2053'REFERENCE MARK NO. 2 IS 14 FEET WEST OF THE NORTHWEST CORNER
 FL2053'OF STUCCOED HOUSE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 FL2053'STAMPED ROB NO 2 1951.
 FL2053'
 FL2053'THE AZIMUTH MARK IS 150 FEET SOUTH OF A CROSSROADS, 40 FEET
 FL2053'EAST OF FARM ROAD 282, 3 FEET NORTH OF A WHITE WITNESS POST
 FL2053'AND 2 FEET WEST OF FENCE LINE.  THE MARK PROJECTS 1 INCH
 FL2053'AND THE DISK IS STAMPED ROB 1951.
 FL2053'
 FL2053'TO REACH THE STATION FROM THE POSTOFFICE IN PAMPA, GO NORTHERLY
 FL2053'ON PALLARD AND DUNCAN STREETS FOR 0.8 MILE TO THE SOUTHEAST
 FL2053'CORNER OF HIGH SCHOOL YARD.  CONTINUE NORTH ON STATE ROUTE
 FL2053'70 FOR 6 MILES TO THE JUNCTION OF FARM ROAD 282.  TURN RIGHT
 FL2053'AND GO EAST AND NORTH FOR 4.95 MILES TO AZIMUTH MARK ON
 FL2053'RIGHT SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.35
 FL2053'MILE TO STATION ON LEFT SIDE OF ROAD AS DESCRIBED.
 FL2053
 FL2053                          STATION RECOVERY (1951)
 FL2053
 FL2053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2053'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARK FOUND
 FL2053'TO BE IN GOOD CONDITION.
 FL2053'
 FL2053'A DISCREPENCY WAS FOUND IN THE MEASUREMENT TO REFERENCE MARK
 FL2053'NO. 1.  THE FOLLOWING MEASUREMENT WAS FOUND TO BE CORRECT--72.68
 FL2053'FEET OR 22.153 METERS.
 FL2053'
 FL2053'THE PREVIOUS DESCRIPTION IS ADEQUATE FOR REACHING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0778 ***********************************************************************
 BL0778  DESIGNATION -  ROBB
 BL0778  PID         -  BL0778
 BL0778  STATE/COUNTY-  TX/TRINITY
 BL0778  USGS QUAD   -  TRINITY EAST (1972)
 BL0778
 BL0778                         *CURRENT SURVEY CONTROL
 BL0778  ___________________________________________________________________
 BL0778* NAD 83(1993)-  30 56 17.89015(N)    095 22 10.33434(W)     ADJUSTED  
 BL0778* NAVD 88     -        77.25   (+/-2cm)     253.4    (feet)  VERTCON   
 BL0778  ___________________________________________________________________
 BL0778  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BL0778  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0778
 BL0778  HORZ ORDER  -  FIRST
 BL0778  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0778
 BL0778.The horizontal coordinates were established by classical geodetic methods
 BL0778.and adjusted by the National Geodetic Survey in February 1996..
 BL0778
 BL0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0778.The vertical order pertains to the NGVD 29 superseded value.
 BL0778
 BL0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0778
 BL0778.The geoid height was determined by GEOID03.
 BL0778
 BL0778;                    North         East     Units Scale Factor Converg.
 BL0778;SPC TX C     - 3,151,547.718 1,174,155.421   MT  0.99988235   +2 33 23.9
 BL0778;SPC TX C     -10,339,702.80  3,852,208.24   sFT  0.99988235   +2 33 23.9
 BL0778;UTM  15      - 3,425,171.924   273,613.451   MT  1.00023224   -1 13 07.4
 BL0778
 BL0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0778!SPC TX C     -   0.99999214  x   0.99988235  =   0.99987449
 BL0778!UTM  15      -   0.99999214  x   1.00023224  =   1.00022438
 BL0778
 BL0778|---------------------------------------------------------------------|
 BL0778| PID    Reference Object                     Distance      Geod. Az  |
 BL0778|                                                           dddmmss.s |
 BL0778| BL0779 ROBB RM 1                            29.555 METERS 00609     |
 BL0778| BL0777 ROBB RM 2                            28.650 METERS 23110     |
 BL0778| BL0780 ROBB AZ MK                                         2350324.5 |
 BL0778| BL2180 TRINITY MUN TANK W OF TWO           APPROX. 0.8 KM 3283803.0 |
 BL0778| BL2181 TRINITY MUN TANK E OF TWO           APPROX. 0.8 KM 3292643.1 |
 BL0778|---------------------------------------------------------------------|
 BL0778
 BL0778                          SUPERSEDED SURVEY CONTROL
 BL0778
 BL0778  NAD 83(1986)-  30 56 17.90088(N)    095 22 10.31966(W) AD(       ) 1
 BL0778  NAD 27      -  30 56 17.23000(N)    095 22 09.53000(W) AD(       ) 1
 BL0778  NGVD 29 (??/??/92)   77.246  (m)          253.43   (f) ADJ UNCH    1 2
 BL0778
 BL0778.Superseded values are not recommended for survey control.
 BL0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0778.See file dsdata.txt to determine how the superseded data were derived.
 BL0778
 BL0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7361325172(NAD 83)
 BL0778_MARKER: DS = TRIANGULATION STATION DISK
 BL0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0778_STAMPING: ROBB 1942
 BL0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0778+STABILITY: SURFACE MOTION
 BL0778
 BL0778  HISTORY     - Date     Condition        Report By
 BL0778  HISTORY     - 1942     MONUMENTED       CGS
 BL0778  HISTORY     - 1943     GOOD             CGS
 BL0778  HISTORY     - 1960     GOOD             NGS
 BL0778  HISTORY     - 1980     MARK NOT FOUND   NGS
 BL0778  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0778
 BL0778                          STATION DESCRIPTION
 BL0778
 BL0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL0778'STATION IS IN THE SE EDGE OF TRINITY ON TOP OF A BARE PROMINENT
 BL0778'HILL ON THE PROPERTY OF MR. A.R. ROBB.  IT IS 200 FEET NE
 BL0778'OF A HOUSE, 90 FEET E OF TWIN CEDAR TREES AND 40 FEET NW OF
 BL0778'AN OLD ABANDONED WELL.  IT IS STAMPED ROBB 1942 AND PROJECTS
 BL0778'8 INCHES.
 BL0778'
 BL0778'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL0778'BRONZE DISKS SET IN CONCRETE.
 BL0778'
 BL0778'REFERENCE MARK NO. 1 IS N BY E OF THE STATION AND 60 FEET E
 BL0778'OF A LONE CEDAR TREE.  IT IS STAMPED ROBB NO. 1 1942 AND
 BL0778'PROJECTS 4 INCHES.
 BL0778'
 BL0778'REFERENCE MARK NO. 2 IS SW OF THE STATION, 100 FEET N OF THE
 BL0778'HOUSE AND 20 FEET S OF THE S ONE OF TWIN CEDAR TREES.  IT IS
 BL0778'STAMPED ROBB NO. 2 1942 AND PROJECTS 4 INCHES.
 BL0778'
 BL0778'THE AZIMUTH MARK IS SW OF STATION, 0.05 MILE S OF A CHURCH,
 BL0778'57 FEET E OF THE CENTER LINE OF STATE HIGHWAY 45 AND 4 FEET S
 BL0778'OF A WHITE REFERENCE POST.  IT IS STAMPED ROBB 1942 AND PROJECTS
 BL0778'3 INCHES.
 BL0778'
 BL0778'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 BL0778'94 IN TRINITY, GO S ON STATE HIGHWAY 45 FOR 0.35 MILE, *TURN
 BL0778'LEFT (E) (JUST AFTER CROSSING RAILROAD TRACKS) FOR 0.25 MILE
 BL0778'TO A RAILROAD CROSSING, TURN RIGHT (S) (JUST AFTER CROSSING
 BL0778'RAILROAD TRACKS) FOR 0.15 MILE TO LANE ON THE LEFT, TURN
 BL0778'LEFT (E) FOR 0.2 MILE TO HOUSE AND STATION.
 BL0778'
 BL0778'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE S ON
 BL0778'STATE HIGHWAY 45 FOR 0.4 MILE TO THE MARK ON THE LEFT.
 BL0778'
 BL0778'A 100-FOOT SIGNAL AT ELLIOTT IS VISIBLE AT 90 FEET.
 BL0778'
 BL0778'A 90-FOOT SIGNAL AT DALE IS VISIBLE ON THE GROUND.
 BL0778'
 BL0778'A 77-FOOT SIGNAL AT CHITA IS VISIBLE ON THE GROUND.
 BL0778'
 BL0778'A 90-FOOT SIGNAL AT STONE IS VISIBLE ON THE GROUND.
 BL0778'
 BL0778'A 90-FOOT SIGNAL AT MC DUFFIE IS VISIBLE AT 37 FEET.
 BL0778'
 BL0778'A 90-FOOT SIGNAL AT DODGE IS VISIBLE AT 24 FEET.
 BL0778'
 BL0778'A 90-FOOT SIGNAL AT 1042-2 USE IS VISIBLE AT 24 FEET.
 BL0778
 BL0778                          STATION RECOVERY (1943)
 BL0778
 BL0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BL0778'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AND DESCRIPTION
 BL0778'BY F.B. QUINN IN 1942 FOUND ADEQUATE.
 BL0778
 BL0778                          STATION RECOVERY (1960)
 BL0778
 BL0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BL0778'0.7 MI SE FROM TRINITY.
 BL0778'ABOUT 0.55 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0778'STATION AT TRINITY, THENCE 0.15 MILE EAST ALONG A PRIVATE LANE TO A
 BL0778'FARMHOUSE WHICH IS ON THE CREST OF A HILL, 200 FEET NORTHEAST OF THE
 BL0778'NORTHEAST CORNER OF THE FARMHOUSE, 97 FEET SOUTH OF R.M. 1 ROBB, 94
 BL0778'FEET NORTHEAST OF R.M. 2 ROBB, NEAR THE CENTER OF A WOODEN STOCK PEN,
 BL0778'90 FEET NORTHEAST OF A 15-INCH CEDAR TREE, 38 FEET WEST OF THE WEST
 BL0778'SIDE OF THE STONE CURBING OF AN ABANDONED WELL, 15.7 FEET WEST OF A
 BL0778'BOARD FENCE, 10 FEET EAST OF A BOARD FENCE AND IN THE TOP OF A
 BL0778'CONCRETE POST PROJECTING 3 INCHES.
 BL0778
 BL0778                          STATION RECOVERY (1980)
 BL0778
 BL0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0778'AN EXCESSIVE EFFORT WAS MADE, WITHOUT SUCCESS, TO ACCESS THE
 BL0778'PROPERTY, INACCESSIBLE FOR LEVELS.
 BL0778
 BL0778                          STATION RECOVERY (1996)
 BL0778
 BL0778'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0780 ***********************************************************************
 BL0780  DESIGNATION -  ROBB AZ MK
 BL0780  PID         -  BL0780
 BL0780  STATE/COUNTY-  TX/TRINITY
 BL0780  USGS QUAD   -  TRINITY EAST (1972)
 BL0780
 BL0780                         *CURRENT SURVEY CONTROL
 BL0780  ___________________________________________________________________
 BL0780* NAD 83(1986)-  30 56 07.     (N)    095 22 28.     (W)     SCALED    
 BL0780* NAVD 88     -        64.764  (meters)     212.48   (feet)  ADJUSTED  
 BL0780  ___________________________________________________________________
 BL0780  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0780  DYNAMIC HT  -          64.681 (meters)     212.21  (feet)  COMP
 BL0780  MODELED GRAV-     979,361.1   (mgal)                       NAVD 88
 BL0780
 BL0780  VERT ORDER  -  FIRST     CLASS II
 BL0780
 BL0780.The horizontal coordinates were scaled from a topographic map and have
 BL0780.an estimated accuracy of +/- 6 seconds.
 BL0780
 BL0780.The orthometric height was determined by differential leveling
 BL0780.and adjusted by the National Geodetic Survey in June 1991..
 BL0780
 BL0780.The geoid height was determined by GEOID03.
 BL0780
 BL0780.The dynamic height is computed by dividing the NAVD 88
 BL0780.geopotential number by the normal gravity value computed on the
 BL0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0780.degrees latitude (g = 980.6199 gals.).
 BL0780
 BL0780.The modeled gravity was interpolated from observed gravity values.
 BL0780
 BL0780;                    North         East    Units  Estimated Accuracy
 BL0780;SPC TX C     - 3,151,190.    1,173,700.      MT  (+/- 180 meters Scaled)
 BL0780
 BL0780                          SUPERSEDED SURVEY CONTROL
 BL0780
 BL0780  NGVD 29 (??/??/92)   64.723  (m)          212.35   (f) ADJ UNCH    1 2
 BL0780
 BL0780.Superseded values are not recommended for survey control.
 BL0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0780.See file dsdata.txt to determine how the superseded data were derived.
 BL0780
 BL0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ731248(NAD 83)
 BL0780_MARKER: DZ = AZIMUTH MARK DISK
 BL0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0780_STAMPING: ROBB 1942
 BL0780_PROJECTION: PROJECTING 3 CENTIMETERS
 BL0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0780+STABILITY: SURFACE MOTION
 BL0780
 BL0780  HISTORY     - Date     Condition        Report By
 BL0780  HISTORY     - 1942     MONUMENTED       CGS
 BL0780  HISTORY     - 1960     GOOD             NGS
 BL0780  HISTORY     - 1980     GOOD             NGS
 BL0780  HISTORY     - 19960601 GOOD             USPSQD
 BL0780  HISTORY     - 20060406 GOOD             USPSQD
 BL0780
 BL0780                          STATION DESCRIPTION
 BL0780
 BL0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0780'0.7 MI S FROM TRINITY.
 BL0780'ABOUT 0.7 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0780'STATION AT TRINITY, THENCE 286 YARDS ACROSS A SMALL FIELD TO STATE
 BL0780'HIGHWAY 45, OR 0.7 MILE SOUTH ALONG STATE HIGHWAY 45 FROM THE
 BL0780'INTERSECTION OF MAIN STREET AT TRINITY, 0.1 MILE SOUTH OF THE JUNCTION
 BL0780'OF AN ASPHALT ROAD LEADING SOUTHWEST FROM THE HIGHWAY, 58 FEET EAST OF
 BL0780'THE CENTER LINE OF THE HIGHWAY, 233 FEET SOUTH OF A 32-INCH OAK TREE,
 BL0780'110 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 56 FEET SOUTH OF
 BL0780'TRANSFORMER POLE NO. 1613, IN LINE WITH A ROW OF POWER POLES, 1.0 FOOT
 BL0780'EAST OF A METAL WITNESS POST AND IN THE TOP OF A CONCRETE POST
 BL0780'PROJECTING 7 INCHES.
 BL0780
 BL0780                          STATION RECOVERY (1980)
 BL0780
 BL0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0780'1.1 KM. (0.7 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BL0780'FARM ROAD 230 IN TRINITY, IN THE CENTER OF A PRIVATE LAWN, 16.8 M.
 BL0780'(55.0 FT.) EAST OF THE CENTERLINE OF THE HIGHWAY, 16.3 M. (53.6 FT.)
 BL0780'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 21.0 M.
 BL0780'(69.0 FT.) NORTH OF A PRIVATE DRIVE LEADING EAST, 10.7 M. (35.0 FT.)
 BL0780'SOUTH OF TRANSFORMER POLE 2178.
 BL0780'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BL0780'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BL0780
 BL0780                          STATION RECOVERY (1996)
 BL0780
 BL0780'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0780'RECOVERED IN GOOD CONDITION.
 BL0780
 BL0780                          STATION RECOVERY (2006)
 BL0780
 BL0780'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BL0780'NO WITNESS POST AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0779 ***********************************************************************
 BL0779  DESIGNATION -  ROBB RM 1
 BL0779  PID         -  BL0779
 BL0779  STATE/COUNTY-  TX/TRINITY
 BL0779  USGS QUAD   -  TRINITY EAST (1972)
 BL0779
 BL0779                         *CURRENT SURVEY CONTROL
 BL0779  ___________________________________________________________________
 BL0779* NAD 83(1986)-  30 56 19.     (N)    095 22 10.     (W)     SCALED    
 BL0779* NAVD 88     -        76.57   (+/-2cm)     251.2    (feet)  VERTCON   
 BL0779  ___________________________________________________________________
 BL0779  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0779
 BL0779  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0779
 BL0779.The horizontal coordinates were scaled from a topographic map and have
 BL0779.an estimated accuracy of +/- 6 seconds.
 BL0779
 BL0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0779.The vertical order pertains to the NGVD 29 superseded value.
 BL0779
 BL0779.The geoid height was determined by GEOID03.
 BL0779
 BL0779;                    North         East    Units  Estimated Accuracy
 BL0779;SPC TX C     - 3,151,580.    1,174,160.      MT  (+/- 180 meters Scaled)
 BL0779
 BL0779                          SUPERSEDED SURVEY CONTROL
 BL0779
 BL0779  NGVD 29 (??/??/92)   76.571  (m)          251.22   (f) ADJ UNCH    1 2
 BL0779
 BL0779.Superseded values are not recommended for survey control.
 BL0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0779.See file dsdata.txt to determine how the superseded data were derived.
 BL0779
 BL0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ736252(NAD 83)
 BL0779_MARKER: DR = REFERENCE MARK DISK
 BL0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0779_STAMPING: ROBB NO 1 1942
 BL0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0779+STABILITY: SURFACE MOTION
 BL0779
 BL0779  HISTORY     - Date     Condition        Report By
 BL0779  HISTORY     - 1942     MONUMENTED       CGS
 BL0779  HISTORY     - 1960     GOOD             NGS
 BL0779  HISTORY     - 1980     MARK NOT FOUND   NGS
 BL0779  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0779
 BL0779                          STATION DESCRIPTION
 BL0779
 BL0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0779'0.7 MI SE FROM TRINITY.
 BL0779'ABOUT 0.55 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0779'STATION AT TRINITY, THENCE 0.15 MILE EAST ALONG A PRIVATE LANE TO A
 BL0779'FARMHOUSE WHICH IS ON THE CREST OF A HILL, 112 FEET NORTH OF THE NORTH
 BL0779'SIDE OF THE STONE CURBING OF AN ABANDONED WELL, 97 FEET NORTH OF
 BL0779'TRIANGULATION STATION ROBB, 66 FEET NORTHEAST OF A 24-INCH CEDAR TREE,
 BL0779'26 FEET SOUTHWEST OF A 5-INCH HACKBERRY TREE AND IN THE TOP OF A
 BL0779'CONCRETE POST PROJECTING 4 INCHES.
 BL0779
 BL0779                          STATION RECOVERY (1980)
 BL0779
 BL0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0779'AN EXCESSIVE EFFORT WAS MADE, WITHOUT SUCCESS, TO GAIN ACCESS TO THE
 BL0779'PROPERTY, INACCESSIBLE FOR LEVELS.
 BL0779
 BL0779                          STATION RECOVERY (1996)
 BL0779
 BL0779'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0777 ***********************************************************************
 BL0777  DESIGNATION -  ROBB RM 2
 BL0777  PID         -  BL0777
 BL0777  STATE/COUNTY-  TX/TRINITY
 BL0777  USGS QUAD   -  TRINITY EAST (1972)
 BL0777
 BL0777                         *CURRENT SURVEY CONTROL
 BL0777  ___________________________________________________________________
 BL0777* NAD 83(1986)-  30 56 17.     (N)    095 22 11.     (W)     SCALED    
 BL0777* NAVD 88     -        77.01   (+/-2cm)     252.7    (feet)  VERTCON   
 BL0777  ___________________________________________________________________
 BL0777  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0777
 BL0777  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0777
 BL0777.The horizontal coordinates were scaled from a topographic map and have
 BL0777.an estimated accuracy of +/- 6 seconds.
 BL0777
 BL0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0777.The vertical order pertains to the NGVD 29 superseded value.
 BL0777
 BL0777.The geoid height was determined by GEOID03.
 BL0777
 BL0777;                    North         East    Units  Estimated Accuracy
 BL0777;SPC TX C     - 3,151,520.    1,174,140.      MT  (+/- 180 meters Scaled)
 BL0777
 BL0777                          SUPERSEDED SURVEY CONTROL
 BL0777
 BL0777  NGVD 29 (??/??/92)   77.008  (m)          252.65   (f) ADJ UNCH    1 2
 BL0777
 BL0777.Superseded values are not recommended for survey control.
 BL0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0777.See file dsdata.txt to determine how the superseded data were derived.
 BL0777
 BL0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ735251(NAD 83)
 BL0777_MARKER: DR = REFERENCE MARK DISK
 BL0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0777_STAMPING: ROBB NO 2 1942
 BL0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0777+STABILITY: SURFACE MOTION
 BL0777
 BL0777  HISTORY     - Date     Condition        Report By
 BL0777  HISTORY     - 1942     MONUMENTED       CGS
 BL0777  HISTORY     - 1960     GOOD             NGS
 BL0777  HISTORY     - 1980     MARK NOT FOUND   NGS
 BL0777  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0777
 BL0777                          STATION DESCRIPTION
 BL0777
 BL0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0777'0.7 MI SE FROM TRINITY.
 BL0777'ABOUT 0.55 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0777'STATION AT TRINITY, THENCE 0.15 MILE EAST ALONG A PRIVATE LANE TO A
 BL0777'FARMHOUSE WHICH IS ON THE CREST OF A HILL, 109 FEET NORTH OF THE
 BL0777'NORTHEAST CORNER OF THE FARMHOUSE, 94 FEET SOUTHWEST OF TRIANGULATION
 BL0777'STATION ROBB, 15 FEET NORTHWEST OF A FENCE, 21 FEET SOUTHEAST OF A
 BL0777'CEDAR TREE, 10 FEET EAST OF A BOARD FENCE AND IN THE TOP OF A CONCRETE
 BL0777'POST PROJECTING 3 INCHES.
 BL0777
 BL0777                          STATION RECOVERY (1980)
 BL0777
 BL0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0777'AN EXCESSIVE ATTEMPT WAS MADE, WITHOUT SUCCESS, TO GAIN ACCESS TO THE
 BL0777'PROPERTY, INACCESSIBLE FOR LEVELS.
 BL0777
 BL0777                          STATION RECOVERY (1996)
 BL0777
 BL0777'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1503 ***********************************************************************
 AH1503  DESIGNATION -  ROBBINS
 AH1503  PID         -  AH1503
 AH1503  STATE/COUNTY-  TX/KLEBERG
 AH1503  USGS QUAD   -  RIVIERA BEACH (1975)
 AH1503
 AH1503                         *CURRENT SURVEY CONTROL
 AH1503  ___________________________________________________________________
 AH1503* NAD 83(1993)-  27 18 24.32210(N)    097 44 19.54277(W)     ADJUSTED  
 AH1503* NAVD 88     -        15.39   (+/-2cm)      50.5    (feet)  VERTCON   
 AH1503  ___________________________________________________________________
 AH1503  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AH1503  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH1503
 AH1503  HORZ ORDER  -  FIRST
 AH1503  VERT ORDER  -  ? (See Below)
 AH1503
 AH1503.The horizontal coordinates were established by classical geodetic methods
 AH1503.and adjusted by the National Geodetic Survey in February 1996..
 AH1503
 AH1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1503.The vertical order pertains to the NGVD 29 superseded value.
 AH1503
 AH1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1503
 AH1503.The geoid height was determined by GEOID03.
 AH1503
 AH1503;                    North         East     Units Scale Factor Converg.
 AH1503;SPC TX S     - 5,181,936.138   375,343.191   MT  0.99990896   +0 20 44.2
 AH1503;SPC TX S     -17,001,068.81  1,231,438.45   sFT  0.99990896   +0 20 44.2
 AH1503;UTM  14      - 3,021,042.251   624,798.524   MT  0.99979226   +0 34 43.2
 AH1503
 AH1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1503!SPC TX S     -   1.00000158  x   0.99990896  =   0.99991054
 AH1503!UTM  14      -   1.00000158  x   0.99979226  =   0.99979384
 AH1503
 AH1503:                Primary Azimuth Mark                     Grid Az
 AH1503:SPC TX S     -  KENEDY RANCH WATER TANK                  156 07 56.5
 AH1503:UTM  14      -  KENEDY RANCH WATER TANK                  155 53 57.5
 AH1503
 AH1503|---------------------------------------------------------------------|
 AH1503| PID    Reference Object                     Distance      Geod. Az  |
 AH1503|                                                           dddmmss.s |
 AH1503| AH1525 KENEDY RANCH WATER TANK             APPROX.10.8 KM 1562840.7 |
 AH1503| AH1550 RIVIERA                             APPROX.14.6 KM 2644352.9 |
 AH1503| CV2911 ROBBINS RM                           25.442 METERS 35218     |
 AH1503|---------------------------------------------------------------------|
 AH1503
 AH1503                          SUPERSEDED SURVEY CONTROL
 AH1503
 AH1503  NAD 83(1986)-  27 18 24.34108(N)    097 44 19.51686(W) AD(       ) 1
 AH1503  NAD 27      -  27 18 23.19000(N)    097 44 18.53700(W) AD(       ) 1
 AH1503  NGVD 29 (??/??/92)   15.494  (m)           50.83   (f) ADJ UNCH    ?  
 AH1503
 AH1503.Superseded values are not recommended for survey control.
 AH1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1503.See file dsdata.txt to determine how the superseded data were derived.
 AH1503
 AH1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2479921042(NAD 83)
 AH1503_MARKER: DS = TRIANGULATION STATION DISK
 AH1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1503
 AH1503  HISTORY     - Date     Condition        Report By
 AH1503  HISTORY     - 1913     MONUMENTED       CGS
 AH1503  HISTORY     - 1931     GOOD             CGS
 AH1503  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1503
 AH1503                          STATION DESCRIPTION
 AH1503
 AH1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CEM)
 AH1503'STATION IS ABOUT 4.4 MILES, N 81 DEG 26 MIN E.
 AH1503'FROM THE RIVIERA SCHOOLHOUSE AND 3/4 OF A MILE N OF THE
 AH1503'RIVIERA BEACH RAILROAD, ON LAND OWNED BY MR. S.C. KILE, OF SAN
 AH1503'ANTONIO, AND RENTED IN 1913 BY MR. CHARLES ROBBINS.  THE SE
 AH1503'CORNER OF MR. ROBBINS HOUSE IS 22.6 METERS (74 FEET) FROM
 AH1503'STATIONS 70 DEG 53 MIN W.
 AH1503'
 AH1503'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AH1503'DISKS SET IN CONCRETE.
 AH1503'
 AH1503'REFERENCE MARK IS AT THE SAME ELEVATION AS THE STATION AND IS
 AH1503'25.442 METERS (83.47 FEET) FROM IT N 07 DEG 42 MIN W.
 AH1503'IN 1931 SUBSURFACE MARK RECOVERED FROM STATION ROBBINS ECCENTRIC,
 AH1503'WHICH WAS ESTABLISHED 49.728 METERS (163.15 FEET) AWAY
 AH1503'S 75 DEG 13 MIN W. SURFACE AND REFERENCE MARKS DESTROYED.
 AH1503'STATION IS IN CULTIVATED FIELD.  NO NEW SURFACE MARK WAS SET.
 AH1503'ELEVATION OF STATION, 15.6 METERS (51 FEET).
 AH1503
 AH1503                          STATION RECOVERY (1949)
 AH1503
 AH1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CEM)
 AH1503'STATION MARK DESTROYED ACCORDING TO THE 1931 RECOVERY NOTE.
 AH1503'NO ADDITIONAL SEARCH WAS MADE FOR THE UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0998 ***********************************************************************
 GK0998  DESIGNATION -  ROBBINS
 GK0998  PID         -  GK0998
 GK0998  STATE/COUNTY-  TX/LIPSCOMB
 GK0998  USGS QUAD   -  LIPSCOMB SW (1972)
 GK0998
 GK0998                         *CURRENT SURVEY CONTROL
 GK0998  ___________________________________________________________________
 GK0998* NAD 83(1993)-  36 05 21.47978(N)    100 22 49.53646(W)     ADJUSTED  
 GK0998* NAVD 88     -       856.     (meters)    2808.     (feet)  SCALED    
 GK0998  ___________________________________________________________________
 GK0998  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GK0998  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GK0998
 GK0998  HORZ ORDER  -  FIRST
 GK0998
 GK0998.The horizontal coordinates were established by classical geodetic methods
 GK0998.and adjusted by the National Geodetic Survey in February 1996..
 GK0998
 GK0998.The orthometric height was scaled from a topographic map.
 GK0998
 GK0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0998
 GK0998.The geoid height was determined by GEOID03.
 GK0998
 GK0998;                    North         East     Units Scale Factor Converg.
 GK0998;SPC TX N     - 1,232,357.790   300,826.691   MT  0.99997942   +0 38 55.8
 GK0998;SPC TX N     - 4,043,160.52    986,962.24   sFT  0.99997942   +0 38 55.8
 GK0998;UTM  14      - 3,994,735.163   375,722.118   MT  0.99979031   -0 48 47.7
 GK0998
 GK0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0998!SPC TX N     -   0.99987002  x   0.99997942  =   0.99984944
 GK0998!UTM  14      -   0.99987002  x   0.99979031  =   0.99966036
 GK0998
 GK0998:                Primary Azimuth Mark                     Grid Az
 GK0998:SPC TX N     -  ROBBINS AZ MK                            109 18 44.1
 GK0998:UTM  14      -  ROBBINS AZ MK                            110 46 27.6
 GK0998
 GK0998|---------------------------------------------------------------------|
 GK0998| PID    Reference Object                     Distance      Geod. Az  |
 GK0998|                                                           dddmmss.s |
 GK0998| CL3883 ROBBINS AZ MK                                      1095739.9 |
 GK0998| CL3885 ROBBINS RM 2                         18.686 METERS 17848     |
 GK0998| CL3884 ROBBINS RM 1                         23.980 METERS 35905     |
 GK0998|---------------------------------------------------------------------|
 GK0998
 GK0998                          SUPERSEDED SURVEY CONTROL
 GK0998
 GK0998  NAD 83(1993)-  36 05 21.48004(N)    100 22 49.53642(W) AD(       ) 1
 GK0998  NAD 83(1986)-  36 05 21.48608(N)    100 22 49.52483(W) AD(       ) 1
 GK0998  NAD 27      -  36 05 21.34300(N)    100 22 48.03900(W) AD(       ) 1
 GK0998
 GK0998.Superseded values are not recommended for survey control.
 GK0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0998.See file dsdata.txt to determine how the superseded data were derived.
 GK0998
 GK0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7572294735(NAD 83)
 GK0998_MARKER: DS = TRIANGULATION STATION DISK
 GK0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0998
 GK0998  HISTORY     - Date     Condition        Report By
 GK0998  HISTORY     - 1952     MONUMENTED       CGS
 GK0998
 GK0998                          STATION DESCRIPTION
 GK0998
 GK0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0998'THE STATION IS LOCATED ON THE HIGHEST POINT AND WESTERN EDGE
 GK0998'OF A PASTURE, ABOUT 13 MILES AIRLINE NORTH OF CANADIAN, ABOUT
 GK0998'12 MILES AIRLINE SOUTHWEST OF LIPSCOMB, ABOUT 9 MILES AIRLINE
 GK0998'NORTHWEST OF GLAZIER, AND 0.3 MILE NORTH OF THE FARM BUILDINGS
 GK0998'OF MR. G.H. ROBBINS, WHO OWNS THE PROPERTY THE STATION IS ON.
 GK0998'
 GK0998'TO REACH THE STATION FROM THE POST OFFICE IN CANADIAN, GO
 GK0998'NORTHEAST ON U.S. HIGHWAY 60 FOR 5.0 MILES TO A SIDE ROAD ON
 GK0998'THE LEFT.  TURN LEFT ONTO A GRAVELED ROAD AND GO 3.0 MILES
 GK0998'TO A FORK.  TURN LEFT AND GO 5.4 MILES TO A CROSS ROAD AND THE
 GK0998'AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO 0.7 MILES TO
 GK0998'A GATE.  PASS THROUGH THE GATE, TURN RIGHT, NORTH, AND GO
 GK0998'ALONG THE WEST SIDE OF A FENCE LINE FOR 0.3 MILE TO THE
 GK0998'HIGHEST POINT AND THE STATION.
 GK0998'
 GK0998'THE STATION MARK IS A STANDARD DISK STAMPED ROBBINS 1952
 GK0998'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0998'4 INCHES AND IS 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 GK0998'
 GK0998'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ROBBINS NO
 GK0998'1 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK0998'PROJECTS 4 INCHES.  IT IS 1 FOOT EAST OF THE FENCE LINE AND THE
 GK0998'SAME ELEVATION AS THE STATION.
 GK0998'
 GK0998'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ROBBINS NO
 GK0998'2 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK0998'PROJECTS 4 INCHES.  IT IS 1 FOOT EAST OF THE FENCE LINE AND THE
 GK0998'SAME ELEVATION AS THE STATION.
 GK0998'
 GK0998'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROBBINS 1952 SET
 GK0998'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0998'2 INCHES.  IT IS 3 FEET SOUTHWEST OF A FENCE LINE, 8 FEET
 GK0998'NORTH OF A POWERLINE POLE, AND 65 FEET NORTHEAST OF THE
 GK0998'INTERSECTION OF THE CENTERLINES OF A NORTH-SOUTH AND AN EAST-WEST
 GK0998'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0595 ***********************************************************************
 AH0595  DESIGNATION -  ROBBINS ECC
 AH0595  PID         -  AH0595
 AH0595  STATE/COUNTY-  TX/KLEBERG
 AH0595  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0595
 AH0595                         *CURRENT SURVEY CONTROL
 AH0595  ___________________________________________________________________
 AH0595* NAD 83(1993)-  27 18 23.91003(N)    097 44 21.29155(W)     ADJUSTED  
 AH0595* NAVD 88     -        15.392  (meters)      50.50   (feet)  ADJUSTED  
 AH0595  ___________________________________________________________________
 AH0595  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AH0595  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH0595  DYNAMIC HT  -          15.368 (meters)      50.42  (feet)  COMP
 AH0595  MODELED GRAV-     979,098.0   (mgal)                       NAVD 88
 AH0595
 AH0595  HORZ ORDER  -  FIRST
 AH0595  VERT ORDER  -  SECOND    CLASS 0
 AH0595
 AH0595.The horizontal coordinates were established by classical geodetic methods
 AH0595.and adjusted by the National Geodetic Survey in February 1996..
 AH0595
 AH0595.The orthometric height was determined by differential leveling
 AH0595.and adjusted by the National Geodetic Survey in June 1991..
 AH0595
 AH0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0595
 AH0595.The geoid height was determined by GEOID03.
 AH0595
 AH0595.The dynamic height is computed by dividing the NAVD 88
 AH0595.geopotential number by the normal gravity value computed on the
 AH0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0595.degrees latitude (g = 980.6199 gals.).
 AH0595
 AH0595.The modeled gravity was interpolated from observed gravity values.
 AH0595
 AH0595;                    North         East     Units Scale Factor Converg.
 AH0595;SPC TX S     - 5,181,923.166   375,295.189   MT  0.99990895   +0 20 43.4
 AH0595;SPC TX S     -17,001,026.25  1,231,280.97   sFT  0.99990895   +0 20 43.4
 AH0595;UTM  14      - 3,021,029.085   624,750.580   MT  0.99979211   +0 34 42.4
 AH0595
 AH0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0595!SPC TX S     -   1.00000158  x   0.99990895  =   0.99991053
 AH0595!UTM  14      -   1.00000158  x   0.99979211  =   0.99979369
 AH0595
 AH0595|---------------------------------------------------------------------|
 AH0595| PID    Reference Object                     Distance      Geod. Az  |
 AH0595|                                                           dddmmss.s |
 AH0595| CV2913 ROBBINS ECC RM 3                     63.365 METERS 06014     |
 AH0595| AH1503 ROBBINS                              49.728 METERS 07513     |
 AH0595| AH1525 KENEDY RANCH WATER TANK             APPROX.10.8 KM 1561303.8 |
 AH0595| AH0594 ROBBINS ECC RM 2                                   2780849.7 |
 AH0595| CV2912 ROBBINS ECC AZ MK                                  2780829.4 |
 AH0595| AH1501 OUR LADY OF CONSOL CATH CH          APPROX. 3.2 KM 3410432.5 |
 AH0595| AH0596 ROBBINS ECC RM 1                     27.903 METERS 35535     |
 AH0595|---------------------------------------------------------------------|
 AH0595
 AH0595                          SUPERSEDED SURVEY CONTROL
 AH0595
 AH0595  NAD 83(1986)-  27 18 23.92900(N)    097 44 21.26567(W) AD(       ) 1
 AH0595  NAD 27      -  27 18 22.77800(N)    097 44 20.28600(W) AD(       ) 1
 AH0595  NGVD 29 (??/??/92)   15.49   (m)           50.8    (f) COMPUTED    2 0
 AH0595
 AH0595.Superseded values are not recommended for survey control.
 AH0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0595.See file dsdata.txt to determine how the superseded data were derived.
 AH0595
 AH0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2475121029(NAD 83)
 AH0595_MARKER: DS = TRIANGULATION STATION DISK
 AH0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0595_STAMPING: ROBBINS ECC 1931
 AH0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0595+STABILITY: SURFACE MOTION
 AH0595
 AH0595  HISTORY     - Date     Condition        Report By
 AH0595  HISTORY     - 1931     MONUMENTED       CGS
 AH0595  HISTORY     - 1937     GOOD             CGS
 AH0595  HISTORY     - 1939     GOOD             CGS
 AH0595  HISTORY     - 1942     GOOD             CGS
 AH0595  HISTORY     - 1942     GOOD             NGS
 AH0595  HISTORY     - 1949     GOOD             CGS
 AH0595  HISTORY     - 1949     GOOD             CGS
 AH0595  HISTORY     - 1955     GOOD             CGS
 AH0595  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AH0595  HISTORY     - 1979     GOOD             NGS
 AH0595
 AH0595                          STATION DESCRIPTION
 AH0595
 AH0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AH0595'ABOUT 4-1/2 MILES E OF RIVIERA, A TOWN ON PAVED ROAD (HIGHWAY
 AH0595'16).
 AH0595'
 AH0595'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 AH0595'MARKS IN CONCRETE.  SURFACE MARK PROJECTS
 AH0595'2 INCHES ABOVE GROUND.
 AH0595'
 AH0595'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 AH0595'REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES
 AH0595'ABOVE GROUND, IS 75 FEET S OF LANE LEADING E, 20 FEET W
 AH0595'OF HOUSE, AND 91.50 FEET FROM STATION.
 AH0595'REFERENCE MARK NO. 2 PROJECTS ABOUT 8 INCHES ABOVE
 AH0595'SURFACE, IS AT THE CORNER OF FIELD WHERE LANE LEADS E FROM
 AH0595'ROAD TO STATION, 26 FEET E OF CENTER LINE OF ROAD, 14.3
 AH0595'FEET S OF NW CORNER OF FENCE, 0.9 FOOT W OF FENCE LINE,
 AH0595'AND ABOUT 0.3 MILE FROM STATION.
 AH0595'FOLLOWING BEARINGS ARE FROM STATION--SARITA, WATER
 AH0595'TANK, MUNICIPAL, DISTANT ABOUT 6-1/2 MILES, S 30 DEG 14 MIN W.
 AH0595'GERMAN CATHOLIC CHURCH, STEEPLE, DISTANT ABOUT
 AH0595'2 MILES, N 18 DEG 55 MIN W.  STATION ROBBINS (SEE
 AH0595'DESCRIPTION THEREOF) IS 49.728 METERS (163.15 FEET) FROM STATION
 AH0595'N 75 DEG 13 MIN E.
 AH0595'
 AH0595'REACHED FROM RIVIERA BY DIRT ROAD E TOWARD RIVIERA BEACH,
 AH0595'4.5 MILES TO SECTION-LINE ROAD LEADING N.  FOLLOW THIS ROAD
 AH0595'N 0.6 MILE TO LANE LEADING E.  FOLLOW LANE E 0.3 MILE TO
 AH0595'TENANT HOUSE ON TOP OF HILL AND S OF LANE.  STATION IS 91
 AH0595'FEET S OF HOUSE AND JUST N OF SMALL OUT-BUILDING NEAR HIGHEST
 AH0595'PART OF HILL.
 AH0595
 AH0595                          STATION RECOVERY (1937)
 AH0595
 AH0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (GC)
 AH0595'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH0595'DESCRIPTION OF 1931 IS GOOD EXCEPT THAT THERE IS NO LONGER
 AH0595'A LANE LEADING TO THE TENANT HOUSE AND STATION.  AT PRESENT
 AH0595'IT IS NECESSARY TO OPEN A GATE AND GO ALONG THE N SIDE OF
 AH0595'A PASTURE FENCE TO THE HOUSE AND STATION.
 AH0595
 AH0595                          STATION RECOVERY (1939)
 AH0595
 AH0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH0595'STATION ROBBINS ECCENTRIC, IS LOCATED
 AH0595'ABOUT 4.5 MILES E OF RIVIERA, 6.7 MILES NE OF SARITA, 0.75
 AH0595'MILE N OF RIVIERA BEACH RAILROAD ON LAND OWNED BY MRS. S.C.
 AH0595'KILE OF SAN ANTONIO AND RENTED BY MR. CHARLES ROBBINS.  STATION
 AH0595'IS ABOUT 50 YARDS W OF HIGHEST POINT OF PROMINENT BARE HILL,
 AH0595'155 FEET S OF A FENCE CORNER AND 144 FEET SSE OF A LONE
 AH0595'BUSHY TREE.
 AH0595'
 AH0595'THE BUILDINGS NEAR THE STATION, MENTIONED IN THE 1931 DESCRIPTION,
 AH0595'ARE NO LONGER IN EXISTENCE.
 AH0595'
 AH0595'REFERENCE MARK NO. 1, PROJECTS ABOUT 4 INCHES
 AH0595'ABOVE GROUND AND IS N OF THE STATION, 64 FEET S OF FENCE
 AH0595'CORNER, 68 FEET SE OF A LONE BUSHY TREE AND 9 FEET E OF THE
 AH0595'EXTENSION OF THE N AND S FENCE.
 AH0595'
 AH0595'REFERENCE MARK NO. 2, PROJECTS ABOUT 6 INCHES
 AH0595'ABOVE SURFACE, IS AT CORNER OF FIELD WHERE LANE LEADS E
 AH0595'FROM N AND S ROAD, 0.3 MILE W OF STATION, 26 FEET E OF CENTER
 AH0595'LINE OF ROAD, 14.5 FEET S OF FENCE CORNER, AND 1 FOOT W
 AH0595'OF FENCE LINE.  (USED AS AZIMUTH MARK.)
 AH0595'
 AH0595'STATION IS REACHED AS FOLLOWS--FROM RIVIERA GO E ON DIRT
 AH0595'ROAD TOWARDS RIVIERA BEACH 4.5 MILES TO A SECTION LINE ROAD
 AH0595'LEADING N, TURN LEFT (N), AND GO 0.6 MILE TO A LANE LEADING
 AH0595'E, TURN RIGHT, (E), AND FOLLOW LANE 0.3 MILE TO END OF FENCE,
 AH0595'TURN RIGHT (S), AND GO ABOUT 50 YARDS TO STATION.
 AH0595
 AH0595                          STATION RECOVERY (1942)
 AH0595
 AH0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AH0595'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AH0595'
 AH0595'STATION IS ABOUT 4.5 MILES E OF RIVIERA, ON THE
 AH0595'TOP OF A SMALL HILL, ABOUT 0.3 MILE E OF FENCE CORNER AND
 AH0595'PAVED ROAD.  IT IS ABOUT 150.0 FEET SE OF A LARGE MESQUITE
 AH0595'TREE AND 3.0 FEET N OF A 4- BY 4-INCH WOODEN MARKER POST.
 AH0595'STATION IS STAMPED ROBBINS ECC. 1931.  THE MONUMENT PROJECTS
 AH0595'0.2 FOOT.
 AH0595'
 AH0595'REFERENCE MARK NO. 1 IS 91.7 FEET N OF THE STATION,
 AH0595'50.0 FEET E OF A LARGE MESQUITE TREE AND 40.0 FEET S OF FENCE.
 AH0595'REFERENCE MARK IS STAMPED ROBBINS ECC. NO. 1 1931.  THE
 AH0595'MONUMENT PROJECTS 0.4 FOOT.
 AH0595'
 AH0595'REFERENCE MARK NO. 2 IS ABOUT 0.3 MILE WESTERLY
 AH0595'FROM THE STATION, ABOUT 0.5 MILE N OF INTERSECTION OF PAVED
 AH0595'N-S ROAD WITH E-W DIRT ROAD, ABOUT 250.0 FEET N OF A CONCRETE
 AH0595'CULVERT AND 30.0 FEET E OF AND ABOUT THE SAME ELEVATION
 AH0595'AS THE CENTER LINE OF PAVED N-S ROAD.  IT IS 12.0 FEET S OF
 AH0595'DIVISION FENCE CORNER, 3.0 FEET N OF A 4- BY 4-INCH WOODEN
 AH0595'MARKER POST AND 1.0 FOOT W OF FENCE.  THE MONUMENT PROJECTS
 AH0595'0.6 FOOT.  REFERENCE MARK IS STAMPED ROBBINS ECC. NO. 2 1931.
 AH0595'
 AH0595'TO REACH STATION FROM THE POST OFFICE AT RIVIERA PROCEED
 AH0595'4.5 MILES EASTERLY ALONG DIRT ROAD TOWARDS RIVIERA BEACH
 AH0595'TO INTERSECTION OF PAVED CROSS ROAD.  THENCE, GO 0.5 MILE
 AH0595'N ALONG PAVED ROAD TO FENCE CORNER OF THE E SIDE OF THE
 AH0595'ROAD.  THENCE, GO 0.3 MILE EASTERLY TO THE SITE OF THE STATION.
 AH0595
 AH0595                          STATION RECOVERY (1942)
 AH0595
 AH0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AH0595'5.3 MI E FROM RIVIERA.
 AH0595'TO REACH FROM THE POST OFFICE AT RIVIERA-- PROCEED 4.5 MILES EASTERLY
 AH0595'ALONG ROAD TOWARD RIVIERA BEACH.  TO INTERSECTION OF PAVED CROSSROAD.
 AH0595'THENCE, GO 0.5 MILE NORTH ALONG PAVED ROAD TO FENCE CORNER ON THE EAST
 AH0595'SIDE OF ROAD.  THENCE, GO (WALK) ABOUT 0.3 MILE EASTERLY TO THE TOP OF
 AH0595'A SMALL HILL AND SITE OF THE STATION.  STATION IS ON THE TOP OF SMALL
 AH0595'HILL, ABOUT 150.0 FEET SOUTHEAST OF A LARGE MESQUITE TREE AND 3.0 FEET
 AH0595'NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.2
 AH0595'FOOT.
 AH0595
 AH0595                          STATION RECOVERY (1949)
 AH0595
 AH0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH0595'STATION RECOVERED IN GOOD CONDITION.  THE 1942 DESCRIPTION
 AH0595'BY C.J.B. IS ADEQUATE.
 AH0595
 AH0595                          STATION RECOVERY (1949)
 AH0595
 AH0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0595'THE STATION, AND REFERENCE MARKS, NOS 1 AND
 AH0595'2, RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 AH0595'REFERENCE MARK NO 3 WAS ESTABLISHED.
 AH0595'
 AH0595'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AH0595'
 AH0595'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF RIVIERA, 6.7
 AH0595'MILES NORTHEAST OF SARITA AND 0.3 MILE EAST OF NORTH-SOUTH
 AH0595'MACADAM ROAD, IN THE NORTHEAST CORNER OF A PASTURE AND ON
 AH0595'LAND OWNED BY MR. W.G. QUACKENBUSH.  IT IS 98 FEET SOUTH
 AH0595'OF FENCE CORNER, 5 FEET EAST OF FENCE LINE AND 2 FEET NORTH
 AH0595'OF WITNESS POST.  IT IS STAMPED ROBBINS ECC 1931 AND PROJECTS
 AH0595'2 INCHES.
 AH0595'
 AH0595'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 8 FEET SOUTH
 AH0595'OF SOUTH END OF GATE INTO CULTIVATED FIELD NORTH OF STATION
 AH0595'AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 AH0595'ROBBINS ECC NO 1 1931 AND PROJECTS 2 INCHES.
 AH0595'
 AH0595'REFERENCE MARK NO 2 (AZIMUTH MARK) IS ABOUT 0.3 MILE WEST
 AH0595'OF THE STATION, 30 FEET EAST OF THE CENTER OF NORTH-SOUTH
 AH0595'MACADAM ROAD, 20 FEET SOUTH OF SOUTH END OF GATE INTO CULTIVATED
 AH0595'FIELD, 1 FOOT WEST OF FENCE LINE AND 3 FEET NORTH OF WITNESS
 AH0595'POST.  IT IS STAMPED ROBBINS ECC NO 2 1931 AND PROJECTS 6
 AH0595'INCHES.
 AH0595'
 AH0595'REFERENCE MARK NO 3 IS NORTHEAST OF THE STATION, SET IN THE
 AH0595'EAST-WEST FENCE LINE DIVIDING PASTURE AND CULTIVATED FIELD.
 AH0595'IT IS STAMPED ROBBINS ECC NO 3 1949 AND PROJECTS 2 INCHES.
 AH0595'
 AH0595'TO REACH THE STATION FROM THE RAILROAD STATION IN RIVIERA,
 AH0595'GO EAST ON FARM ROUTE 771 FOR 4.55 MILES TO CROSSROAD, TURN
 AH0595'LEFT AND GO NORTH ON MACADAM ROAD FOR 0.7 MILES TO GATE ON
 AH0595'RIGHT INTO CULTIVATED FIELD AND REFERENCE MARK NO 2 JUST
 AH0595'SOUTH AS DESCRIBED, TURN RIGHT THROUGH WIRE GATE AND GO
 AH0595'EAST ON FIELD ROAD FOR 0.3 MILE TO FENCE CORNER AND GATES
 AH0595'INTO CULTIVATED FIELDS ON RIGHT AND LEFT AND STATION JUST
 AH0595'SOUTH OF FENCE CORNER IN PASTURE AS DESCRIBED.
 AH0595'
 AH0595'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 AH0595'
 AH0595'A 47 FOOT SIGNAL AT STATION LOYOLA IS VISIBLE AT 4 FEET
 AH0595'
 AH0595'A 74 FOOT SIGNAL AT STATION KLEBERG 2 IS VISIBLE AT 12 FEET
 AH0595'
 AH0595'A 4 FOOT SIGNAL AT STATION GRULLO IS VISIBLE AT 20 FEET
 AH0595'
 AH0595'AN 87 FOOT SIGNAL AT STATION PORTALES IS VISIBLE AT 4 FEET
 AH0595'
 AH0595'AN 87 FOOT SIGNAL AT STATION AGUA 1912 IS VISIBLE AT 4 FEET
 AH0595
 AH0595                          STATION RECOVERY (1955)
 AH0595
 AH0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CEM)
 AH0595'STATION RECOVDRED IN GOOD CONDITION.
 AH0595'
 AH0595'R.M. 1 RECOVERED IN GOOD CONDITION.
 AH0595'
 AH0595'R.M. 2 NOT SEARCHED FOR.
 AH0595'
 AH0595'STATION IS REACHED AS FOLLOWS--
 AH0595'
 AH0595'TAKE BLACK TOP ROAD E FROM RIVIERA FOR APPROX. 4.5 MILES
 AH0595'TO AN INTERSECTION WITH A BLACK TOP ROAD LEADING TO THE
 AH0595'NORTH.  TAKE BLACK TOP ROAD TO THE NORTH FOR APPROX. 0.6
 AH0595'MILES TO A FENCE RUNNING EAST.  FOLLOW FENCE EAST APPROX.
 AH0595'0.3 MILES TO TOP OF A HIGH HILL AND ANOTHER FENCE RUNNING
 AH0595'SOUTH.  R.M. 1 IS NEAR THE INTERSECTION OF A NORTH-SOUTH
 AH0595'AND AN EAST-WEST FENCE IN A LANE BETWEEN TWO PASTURES.  STATION
 AH0595'IS ABOUT 100 FEET SOUTH AND ABOUT 5 FEET EAST OF THE
 AH0595'NORTH-SOUTH FENCE.
 AH0595
 AH0595                          STATION RECOVERY (1969)
 AH0595
 AH0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH0595'THE STATION SURFACE MARK AND AZIMUTH MARK (R.M. 2) WERE FOUND
 AH0595'TO BE DESTROYED.  UNDERGROUND STATION MARK, REFERENCE MARKS
 AH0595'NO. 1 AND NO. 3 WERE FOUND TO BE IN GOOD CONDITION.  A SURFACE
 AH0595'STATION MARK WAS SET DIRECTLY OVER THE SUB-MARK AND AN AZIMUTH
 AH0595'MARK SET.
 AH0595'
 AH0595'A COMPLETE DESCRIPTION FOLLOWS--STATION IS ABOUT 4-1/2 MILES
 AH0595'EAST OF RIVIERA, ABOUT 7 MILES NORTHEAST OF SARITA, ON A
 AH0595'PROMINENT HILL IN PASTURE LAND, AND ON LAND OWNED BY MR.
 AH0595'ALLEN MAY.
 AH0595'
 AH0595'TO REACH STATION FROM THE JUNCTION OF FARM ROAD 771 AND U.S.
 AH0595'HIGHWAY 77 IN RIVIERA, GO EAST ON FARM ROAD 771 FOR 4.4
 AH0595'MILES TO A CROSS ROAD.  TURN LEFT, NORTH, GO 0.2 MILE TO
 AH0595'HOME OF MR. ALLEN MAY.  CONTINUE ON THE BLACK-TOP ROAD
 AH0595'0.5 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.1 MILE
 AH0595'TO A CATTLE GUARD ON RIGHT, PASS OVER CATTLE GUARD AND TURN
 AH0595'SHARP RIGHT, GO SOUTH ALONG EAST SIDE OF FENCE FOR ABOUT
 AH0595'150 YARDS TO A GATE.  PASS THROUGH GATE, TURN LEFT, EAST,
 AH0595'ALONG SOUTH SIDE OF FENCE, GO 0.25 MILE TO CREST OF RIDGE,
 AH0595'BEAR RIGHT, SOUTH, GO 0.1 MILE TO WEST SLOPE OF HILL AND
 AH0595'STATION.
 AH0595'
 AH0595'STATION SURFACE MARK, A STANDARD DISK, STAMPED ROBBINS ECC
 AH0595'1931 1969, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 AH0595'WITH SURFACE OF GROUND.  IT IS 343.0 FEET SOUTH OF FENCE
 AH0595'AT NORTH SIDE OF PASTURE, AND 52.0 FEET WEST OF THE PROLONGATION
 AH0595'OF A NORTH-SOUTH FENCE THAT IS ABOUT 0.1 MILE TO THE SOUTH.
 AH0595'UNDERGROUND DISK, STAMPED ROBBINS ECC 1931, IS SET IN AN
 AH0595'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW SURFACE OF GROUND.
 AH0595'
 AH0595'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED ROBBINS ECC
 AH0595'NO 1 1931, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 AH0595'PROJECTS 2 INCHES.  IT IS 252.0 FEET SOUTH OF THE NORTH
 AH0595'PASTURE FENCE, AND 59.0 FEET WEST OF THE PROLONGATION OF
 AH0595'NORTH-SOUTH FENCE.
 AH0595'
 AH0595'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED ROBBINS ECC
 AH0595'NO 3 1949, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 AH0595'PROJECTS 3 INCHES.  IT IS 240.5 FEET SOUTH OF THE NORTH
 AH0595'PASTURE FENCE, AND 131 FEET EAST OF THE PROLONGATION OF
 AH0595'NORTH-SOUTH FENCE.
 AH0595'
 AH0595'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK, STAMPED ROBBINS
 AH0595'ECC NO 2 1931 1969, IS SET IN A 10 IN X 10 IN CONCRETE POST
 AH0595'WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 30 FEET EAST
 AH0595'OF CENTER LINE OF ROAD, 95 FEET NORTHEAST AND ACROSS ROAD
 AH0595'FROM A T-FENCE CORNER, 156 FEET SOUTH OF A T-FENCE CORNER,
 AH0595'AND 2 FEET SOUTH OF A METAL WITNESS POST.
 AH0595'
 AH0595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 AH0595'EAST OF RIVIERA.
 AH0595
 AH0595                          STATION RECOVERY (1979)
 AH0595
 AH0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH0595'STATION, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARKS WERE RECOVERED
 AH0595'AND FOUND IN GOOD CONDITION, STATION AND REFERENCE MARKS ARE ON A
 AH0595'PROMINENT HILL IN PASTURE LAND, LAND OWNED BY MR. ALLEN MAY WHO
 AH0595'LIVE SOUTHWEST OF STATION.  ALL MARKS IN PASTURE HAVE GRASS OVER
 AH0595'AND ARE DIFFCULT TO LOCATED.  THE 1969 DESCRIPTION IS GOOD.
 AH0595'
 AH0595'TO REACH STATION FROM THE JUNCTION OF FARM ROAD 771 AND U.S. HIGHWAY
 AH0595'77 IN RIVIERA, GO EAST ON FARM ROAD 771 FOR 4.4 MILE TO A CROSS
 AH0595'ROAD.  TURN LEFT, NORTH, AND GO 0.2 MILE TO THE HOME OF MR. ALLEN
 AH0595'MAY ON THE RIGHT.  (CONTINUE NORTH FOR 0.5 MILE TO AZIMUTH MARK ON
 AH0595'THE RIGHT).  FROM HOUSE SEE MR. MAY FOR BEST DIRECTIONS TO REACH
 AH0595'STATION FROM FARM HOUSE TO STATION IN PASTURE, ON THE HIGHEST
 AH0595'PART OF HILL.
 AH0595'
 AH0595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.5 MILES
 AH0595'EAST OF RIVIERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0596 ***********************************************************************
 AH0596  DESIGNATION -  ROBBINS ECC RM 1
 AH0596  PID         -  AH0596
 AH0596  STATE/COUNTY-  TX/KLEBERG
 AH0596  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0596
 AH0596                         *CURRENT SURVEY CONTROL
 AH0596  ___________________________________________________________________
 AH0596* NAD 83(1986)-  27 18 23.     (N)    097 44 21.     (W)     SCALED    
 AH0596* NAVD 88     -        14.602  (meters)      47.91   (feet)  ADJUSTED  
 AH0596  ___________________________________________________________________
 AH0596  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH0596  DYNAMIC HT  -          14.579 (meters)      47.83  (feet)  COMP
 AH0596  MODELED GRAV-     979,098.0   (mgal)                       NAVD 88
 AH0596
 AH0596  VERT ORDER  -  SECOND    CLASS 0
 AH0596
 AH0596.The horizontal coordinates were scaled from a topographic map and have
 AH0596.an estimated accuracy of +/- 6 seconds.
 AH0596
 AH0596.The orthometric height was determined by differential leveling
 AH0596.and adjusted by the National Geodetic Survey in June 1991..
 AH0596
 AH0596.The geoid height was determined by GEOID03.
 AH0596
 AH0596.The dynamic height is computed by dividing the NAVD 88
 AH0596.geopotential number by the normal gravity value computed on the
 AH0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0596.degrees latitude (g = 980.6199 gals.).
 AH0596
 AH0596.The modeled gravity was interpolated from observed gravity values.
 AH0596
 AH0596;                    North         East    Units  Estimated Accuracy
 AH0596;SPC TX S     - 5,181,900.      375,300.      MT  (+/- 180 meters Scaled)
 AH0596
 AH0596                          SUPERSEDED SURVEY CONTROL
 AH0596
 AH0596  NGVD 29 (??/??/92)   14.704  (m)           48.24   (f) ADJ UNCH    2 0
 AH0596
 AH0596.Superseded values are not recommended for survey control.
 AH0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0596.See file dsdata.txt to determine how the superseded data were derived.
 AH0596
 AH0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR247210(NAD 83)
 AH0596_MARKER: DR = REFERENCE MARK DISK
 AH0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0596_STAMPING: ROBBINS EC NO. 1 1931
 AH0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0596+STABILITY: SURFACE MOTION
 AH0596
 AH0596  HISTORY     - Date     Condition        Report By
 AH0596  HISTORY     - 1931     MONUMENTED       CGS
 AH0596  HISTORY     - 1949     GOOD             NGS
 AH0596
 AH0596                          STATION DESCRIPTION
 AH0596
 AH0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0596'5.3 MI E FROM RIVIERA.
 AH0596'STATION IS APPROXIMATELY 5 MILES E OF RIVIERA.  TO REACH, GO 45 MILES
 AH0596'E ALONG FARM ROAD 771 (RIVIERA BEACH ROAD) FROM INTERSECTION WITH U.
 AH0596'S. HIGHWAY 77 AT RIVIERA TO INTERSECTION OF PAVED ROADS.  THEN GO 0.6
 AH0596'MILES N TO LANE LEADING E, AND THEN GO 0.3 MILE E TO TOP OF HILL.  50
 AH0596'FEET E OF A LARGE MESQUITE TREE, 40 FEET S OF FENCE, 4 FEET W OF N-S
 AH0596'FENCE.  95 FEET N OF ROBBINS ECC.  A STANDARD REFERENCE MARK DISK
 AH0596'STAMPED ROBBINS EC NO. 1 1931 SET IN A 12 INCH CONCRETE MONUMENT
 AH0596'PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0594 ***********************************************************************
 AH0594  DESIGNATION -  ROBBINS ECC RM 2
 AH0594  PID         -  AH0594
 AH0594  STATE/COUNTY-  TX/KLEBERG
 AH0594  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0594
 AH0594                         *CURRENT SURVEY CONTROL
 AH0594  ___________________________________________________________________
 AH0594* NAD 83(1986)-  27 18 26.     (N)    097 44 36.     (W)     SCALED    
 AH0594* NAVD 88     -         6.552  (meters)      21.50   (feet)  ADJUSTED  
 AH0594  ___________________________________________________________________
 AH0594  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH0594  DYNAMIC HT  -           6.542 (meters)      21.46  (feet)  COMP
 AH0594  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 AH0594
 AH0594  VERT ORDER  -  SECOND    CLASS 0
 AH0594
 AH0594.The horizontal coordinates were scaled from a topographic map and have
 AH0594.an estimated accuracy of +/- 6 seconds.
 AH0594
 AH0594.The orthometric height was determined by differential leveling
 AH0594.and adjusted by the National Geodetic Survey in June 1991..
 AH0594
 AH0594.The geoid height was determined by GEOID03.
 AH0594
 AH0594.The dynamic height is computed by dividing the NAVD 88
 AH0594.geopotential number by the normal gravity value computed on the
 AH0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0594.degrees latitude (g = 980.6199 gals.).
 AH0594
 AH0594.The modeled gravity was interpolated from observed gravity values.
 AH0594
 AH0594;                    North         East    Units  Estimated Accuracy
 AH0594;SPC TX S     - 5,181,990.      374,890.      MT  (+/- 180 meters Scaled)
 AH0594
 AH0594                          SUPERSEDED SURVEY CONTROL
 AH0594
 AH0594  NGVD 29 (??/??/92)    6.655  (m)           21.83   (f) ADJ UNCH    2 0
 AH0594
 AH0594.Superseded values are not recommended for survey control.
 AH0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0594.See file dsdata.txt to determine how the superseded data were derived.
 AH0594
 AH0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR243210(NAD 83)
 AH0594_MARKER: DR = REFERENCE MARK DISK
 AH0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0594_STAMPING: ROBBINS ECC NO. 2 1931
 AH0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0594+STABILITY: SURFACE MOTION
 AH0594
 AH0594  HISTORY     - Date     Condition        Report By
 AH0594  HISTORY     - 1931     MONUMENTED       CGS
 AH0594  HISTORY     - 1949     GOOD             NGS
 AH0594
 AH0594                          STATION DESCRIPTION
 AH0594
 AH0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0594'5.0 MI E FROM RIVIERA.
 AH0594'STATION IS APPROX. 5.0 MILES E OF RIVIERA.  TO REACH, GO 4.5 MILES E
 AH0594'ALONG FARM ROAD 771 (RIVIERA BEACH ROAD) FROM INTERSECTION WITH U. S.
 AH0594'HIGHWAY 77 AT RIVIERA TO PAVED ROAD, AND THEN 0.6 MILES N. 250 FEET N
 AH0594'OF A CONCRETE CULVERT.  30 FEET E OF CENTERLINE OF THE ROAD, 12 FT.
 AH0594'SOUTH OF FENCE CORNER, 3.0 FEET N OF A WITNESS POST.  AND 1.0 FEET W
 AH0594'OF FENCE LINE.  A STANDARD REFERENCE MARK STAMPED ROBBINS ECC NO. 2
 AH0594'1931 SET IN TOP OF A  12 INCH CONCRETE MONUMENT, PROJECTING 0.6 FEET
 AH0594'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0830 ***********************************************************************
 CB0830  DESIGNATION -  ROBBINS RESET
 CB0830  PID         -  CB0830
 CB0830  STATE/COUNTY-  TX/TOM GREEN
 CB0830  USGS QUAD   -  SAN ANGELO NORTH (1978)
 CB0830
 CB0830                         *CURRENT SURVEY CONTROL
 CB0830  ___________________________________________________________________
 CB0830* NAD 83(1993)-  31 32 43.03429(N)    100 29 22.49264(W)     ADJUSTED  
 CB0830* NAVD 88     -       599.     (meters)    1965.     (feet)  SCALED    
 CB0830  ___________________________________________________________________
 CB0830  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CB0830  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CB0830
 CB0830  HORZ ORDER  -  SECOND
 CB0830
 CB0830.The horizontal coordinates were established by classical geodetic methods
 CB0830.and adjusted by the National Geodetic Survey in February 1996..
 CB0830
 CB0830.The orthometric height was scaled from a topographic map.
 CB0830
 CB0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0830
 CB0830.The geoid height was determined by GEOID03.
 CB0830
 CB0830;                    North         East     Units Scale Factor Converg.
 CB0830;SPC TX C     - 3,208,269.042   685,164.334   MT  0.99992666   -0 04 49.7
 CB0830;SPC TX C     -10,525,796.02  2,247,909.99   sFT  0.99992666   -0 04 49.7
 CB0830;UTM  14      - 3,490,997.758   358,603.887   MT  0.99984659   -0 46 46.0
 CB0830
 CB0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0830!SPC TX C     -   0.99990975  x   0.99992666  =   0.99983641
 CB0830!UTM  14      -   0.99990975  x   0.99984659  =   0.99975635
 CB0830
 CB0830|---------------------------------------------------------------------|
 CB0830| PID    Reference Object                     Distance      Geod. Az  |
 CB0830|                                                           dddmmss.s |
 CB0830| CV6118 ROBBINS RM 1                         15.395 METERS 10623     |
 CB0830| CV6119 ROBBINS RM 2                         16.600 METERS 25700     |
 CB0830| CV6117 ROBBINS AZ MK                                      2680934.0 |
 CB0830|---------------------------------------------------------------------|
 CB0830
 CB0830                          SUPERSEDED SURVEY CONTROL
 CB0830
 CB0830  NAD 83(1986)-  31 32 43.04104(N)    100 29 22.47823(W) AD(       ) 2
 CB0830  NAD 27      -  31 32 42.47100(N)    100 29 21.13200(W) AD(       ) 2
 CB0830
 CB0830.Superseded values are not recommended for survey control.
 CB0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0830.See file dsdata.txt to determine how the superseded data were derived.
 CB0830
 CB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5860490998(NAD 83)
 CB0830_MARKER: DH = HORIZONTAL CONTROL DISK
 CB0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0830_STAMPING: ROBBINS 1943 1984
 CB0830_MARK LOGO: NGS   
 CB0830_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0830+STABILITY: SURFACE MOTION
 CB0830
 CB0830  HISTORY     - Date     Condition        Report By
 CB0830  HISTORY     - 1984     MONUMENTED       NGS
 CB0830  HISTORY     - 19841022 GOOD             NGS
 CB0830
 CB0830                          STATION DESCRIPTION
 CB0830
 CB0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CB0830'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE AZIMUTH AND THE
 CB0830'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  A NEW SURFACE MARK WAS
 CB0830'SET PLUMB TO THE UNDERGROUND DISK AND A NEW DESCRIPTION IS NEEDED DUE
 CB0830'TO OTHER CHANGES.  THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI)
 CB0830'NORTHWEST OF SAN ANGELO, ALONG GRAPE CREEK ROAD AND ON THE MOBLEY
 CB0830'RANCH.  IT IS IN A PASTURE AREA AND GRAVEL PIT.  TO REACH FROM THE
 CB0830'JUNCTION OF U.S HIGHWAY 87 AND FARM ROAD 2105, IN THE NORTHWEST
 CB0830'SECTION OF SAN ANGELO, GO NORTH ON U.S HIGHWAY 87 FOR 2.24 KM (1.40
 CB0830'MI) TO A CROSSROAD (GRAPE CREEK ROAD) .  TURN RIGHT AND GO EAST ON
 CB0830'GRAPE CREEK ROAD FOR 0.32 KM (0.20 MI) TO THE AZIMUTH MARK ON THE
 CB0830'RIGHT.  CONTINUE EAST ON THE PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE
 CB0830'STATION ON THE LEFT AS DESCRIBED.  STATION MARK, STAMPED---ROBBINS
 CB0830'1943 1984---, IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 CB0830'MONUMENT FLUSH WITH THE GROUND.  IT IS 5.49 METERS (18.01 FT) NORTH OF
 CB0830'A FENCE, 6.10 METERS (20.01 FT) NORTH OF A WITNESS POST AND 10.06
 CB0830'METERS (33.01 FT) NORTH OF THE CENTER OF GRAPE CREEK ROAD.  REFERENCE
 CB0830'MARK 1, STAMPED---ROBBINS NO 1 1943---, IS A STANDARD DISK SET IN THE
 CB0830'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 10.2 CENTIMETERS.  IT IS
 CB0830'4.57 METERS (14.99 FT) NORTH OF THE CENTER OF THE ROAD AND IN THE
 CB0830'FENCE LINE 0.3 METER (1.0 FT) NORTH OF THE FENCE.  REFERENCE MARK 2,
 CB0830'STAMPED---ROBBINS NO 2 1943---, IS A STANDARD DISK SET IN THE TOP OF A
 CB0830'SQUARE CONCRETE MONUMENT THAT PROJECTS 10.0 CENTIMETERS.  IT IS 4.57
 CB0830'METERS (14.99 FT) NORTH OF THE CENTER OF THE ROAD, IN THE FENCE LINE
 CB0830'0.1 METER (0.3 FT) NORTH OF THE FENCE.  AZIMUTH MARK,
 CB0830'STAMPED---ROBBINS 1943---, IS A STANDARD DISK SET IN THE TOP OF A
 CB0830'SQUARE CONCRETE MONUMENT THAT PROJECTS 7 CENTIMETERS.  IT IS 5.49
 CB0830'METERS (18.01 FT) SOUTH OF THE CENTER OF THE ROAD AND 0.30 METER (0.98
 CB0830'FT) NORTH OF A FENCE.  THE AZIMUTH MARK WILL NOT SEE THE STATION
 CB0830'WITHOUT A TEN-FOOT STAND OVER THE STATION.
 CB0830
 CB0830                          STATION RECOVERY (1984)
 CB0830
 CB0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CB0830'THE STATION SURFACE WAS FOUND DESTROYED.  A NEW SURFACE DISK WAS SET
 CB0830'AT THIS TIME FOR THE SECOND TIME THIS YEAR.  THE AZIMUTH AND REFERENCE
 CB0830'MARKS WERE FOUND IN GOOD CONDITION AND THE DATA TO THE REFERENCE MARKS
 CB0830'CHECKED.  THE AZIMUTH MARK WILL NOT SEE WITHOUT EXTENSIVE CLEARING.
 CB0830'THE DISTANCES BETWEEN THE REFERENCE MARKS WERE NOT MEASURED DUE TO
 CB0830'HEAVY BRUSH AND TREES ON LINE.  THE STATION IS ON PROPERTY THAT
 CB0830'BELONGS TO THE LLAND COUNTY SCHOOL DISTRICT.  THE CUSTODIAN OF WHICH
 CB0830'IS JUDGE CLARENCE TATSCH AT THE COUNTY COURTHOUSE IN LLANO TEXAS
 CB0830'73643.  THE LAND IS LEASED TO MR J DON MOBLEY IN SAN ANGELO.  THE
 CB0830'STATION IS LOCATED ON THE NORTHWEST SIDE OF SAN ANGELO ABOUT 0.80 KM
 CB0830'(0.50 MI) EAST OF U.S HIGHWAY 87 AND IN THE PASTURE ON THE NORTH SIDE
 CB0830'OF GRAPE CREEK ROAD.  TO REACH FROM THE JUNCTION OF U.S HIGHWAY 87 AND
 CB0830'FARM ROAD 2105, WHICH IS ON THE NORTHWEST EDGE OF SAN ANGELO, GO
 CB0830'NORTHWEST ON U.S HIGHWAY 87 FOR 2.08 KM (1.30 MI) TO A CROSSROAD.
 CB0830'TURN RIGHT AND GO EAST ON GRAPE CREE ROAD FOR 0.24 KM (0.15 MI) TO THE
 CB0830'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON GRAPE CREEK ROAD FOR 0.48
 CB0830'KM (0.30 MI) TO THE STATION ON THE LEFT AS DESCRIBED.  STATION MARK,
 CB0830'STAMPED---ROBBINS 1943 1984---, IS A STANDARD DISK SET IN THE TOP OF A
 CB0830'ROUND CONCRETE MONUMENT 3 CM BELOW THE GROUND.  IT IS 10.06 METERS
 CB0830'(33.01 FT) NORTH OF THE CENTER OF GRAPE CREEK ROAD, 9.44 METERS (30.97
 CB0830'FT) SOUTH OF THE CENTER OF A TRACK ROAD, 5.48 METERS (17.98 FT) NORTH
 CB0830'OF A FENCE AND WITNESS POST.  THE STATION IS IN A PASTURE WHERE CATTLE
 CB0830'IS GRAZED.  IF IT IS NECESSARY TO DRIVE TO THE STATION THE IS A GATE
 CB0830'TO THE WEST OF THE STATION AND A CATTLE GAP TO THE EAST.  REFERENCE
 CB0830'MARK 1, STAMPED---ROBBINS NO 1 1943---, IS A STANDARD DISK SET IN THE
 CB0830'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1.0 DECIMETER.  IT IS
 CB0830'14.94 METERS (49.02 FT) SOUTH OF THE CENTER OF THE TRACK ROAD AND 4.57
 CB0830'METERS (14.99 FT) NORTH OF THE CENTER OF THE PAVED ROAD.  IT IS SET IN
 CB0830'THE FENCE LINE.  REFERENCE MARK 2, STAMPED---ROBBINS NO 2 1943---, IS
 CB0830'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 CB0830'1.0 DECIMETER.  IT IS 14.94 METERS (49.02 FT) SOUTH OF THE CENTER OF
 CB0830'THE TRACK ROAD, 4.57 METERS (14.99 FT) NORTH OF THE CENTER OF THE
 CB0830'PAVED ROAD AND SET IN THE FENCE LINE.  AZIMUTH MARK HAS THE WRITING
 CB0830'TAKEN OFF THE DISK AND HAS BEEN RE-STAMPED---ROBBINS 1943---.  IT IS A
 CB0830'STANDARD DISK SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 CB0830'GROUND.  IT IS 8.53 METERS (27.99 FT) SOUTH OF THE CENTER OF GRAPE
 CB0830'CREEK ROAD, 13.72 METERS (45.01 FT) WEST OF A GRAVEL DRIVEWAY AND 0.34
 CB0830'METER (1.12 FT) NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0615 ***********************************************************************
 EO0615  DESIGNATION -  ROBERSON
 EO0615  PID         -  EO0615
 EO0615  STATE/COUNTY-  TX/LAMB
 EO0615  USGS QUAD   -  SPRINGLAKE (1979)
 EO0615
 EO0615                         *CURRENT SURVEY CONTROL
 EO0615  ___________________________________________________________________
 EO0615* NAD 83(1993)-  34 09 46.70784(N)    102 21 49.48684(W)     ADJUSTED  
 EO0615* NAVD 88     -      1138.0    (meters)    3734.     (feet)  VERTCON   
 EO0615  ___________________________________________________________________
 EO0615  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 EO0615  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 EO0615
 EO0615  HORZ ORDER  -  SECOND
 EO0615
 EO0615.The horizontal coordinates were established by classical geodetic methods
 EO0615.and adjusted by the National Geodetic Survey in February 1996..
 EO0615
 EO0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0615
 EO0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0615
 EO0615.The geoid height was determined by GEOID03.
 EO0615
 EO0615;                    North         East     Units Scale Factor Converg.
 EO0615;SPC TXNC     - 2,283,386.541   243,790.459   MT  1.00006067   -2 06 26.2
 EO0615;SPC TXNC     - 7,491,410.68    799,835.86   sFT  1.00006067   -2 06 26.2
 EO0615;SPC TX N     - 1,018,428.974   120,344.885   MT  1.00014845   -0 30 02.1
 EO0615;SPC TX N     - 3,341,295.73    394,831.51   sFT  1.00014845   -0 30 02.1
 EO0615;UTM  13      - 3,783,367.325   743,018.312   MT  1.00032806   +1 28 52.0
 EO0615
 EO0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0615!SPC TXNC     -   0.99982530  x   1.00006067  =   0.99988596
 EO0615!SPC TX N     -   0.99982530  x   1.00014845  =   0.99997372
 EO0615!UTM  13      -   0.99982530  x   1.00032806  =   1.00015330
 EO0615
 EO0615|---------------------------------------------------------------------|
 EO0615| PID    Reference Object                     Distance      Geod. Az  |
 EO0615|                                                           dddmmss.s |
 EO0615| CJ8308 ROBERSON RM 3                         6.666 METERS 03655     |
 EO0615| CJ8306 ROBERSON RM 1                        25.756 METERS 06701     |
 EO0615| CJ8309 ROBERSON RM 4                         7.341 METERS 11042     |
 EO0615| CJ8307 ROBERSON RM 2                        32.004 METERS 16521     |
 EO0615| CJ8305 ROBERSON AZ MK                                     2764934.0 |
 EO0615|---------------------------------------------------------------------|
 EO0615
 EO0615                          SUPERSEDED SURVEY CONTROL
 EO0615
 EO0615  NAD 83(1986)-  34 09 46.71524(N)    102 21 49.48070(W) AD(       ) 2
 EO0615  NAD 27      -  34 09 46.40300(N)    102 21 47.82000(W) AD(       ) 2
 EO0615  NGVD 29 (07/28/98) 1137.5    (m)         3732.     (f) VERT ANG       
 EO0615
 EO0615.Superseded values are not recommended for survey control.
 EO0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0615.See file dsdata.txt to determine how the superseded data were derived.
 EO0615
 EO0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4301883367(NAD 83)
 EO0615_MARKER: DS = TRIANGULATION STATION DISK
 EO0615_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EO0615_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EO0615
 EO0615  HISTORY     - Date     Condition        Report By
 EO0615  HISTORY     - 1935     MONUMENTED       CGS
 EO0615  HISTORY     - 1938     GOOD             TXHD
 EO0615  HISTORY     - 1949     GOOD             CGS
 EO0615  HISTORY     - 1962     GOOD             USGS
 EO0615  HISTORY     - 1962     GOOD             USGS
 EO0615  HISTORY     - 1975     GOOD             NGS
 EO0615
 EO0615                          STATION DESCRIPTION
 EO0615
 EO0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0615'STATION IS ON A PROMINENT SAND DUNE, THE HIGHEST POINT IN THE
 EO0615'VICINITY, ON THE FARM OF J.A. ROBERSON, ABOUT 0.6 MILE NNE OF THE
 EO0615'ROBERSON FARM BUILDINGS, 12 MILES, AIRLINE, NNE OF AMHERST, 6
 EO0615'MILES, AIRLINE, SSW OF SPRING LAKE POST OFFICE, 1/4 MILE E OF
 EO0615'GATE OPENING INTO SECTION ROAD, 107 FEET S OF AN E-W FENCE.
 EO0615'MARK PROJECTS 10 INCHES.
 EO0615'
 EO0615'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 EO0615'IN THE TOP TILES, AS DESCRIBED IN NOTES 6A AND 13A.
 EO0615'
 EO0615'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 EO0615'
 EO0615'REFERENCE MARK NO. 1 IS NE OF STATION, 75 FEET S OF FENCE,
 EO0615'AND PROJECTS 12 INCHES.
 EO0615'
 EO0615'REFERENCE MARK NO. 2 IS SSE OF STATION, 212 FEET S OF FENCE,
 EO0615'AND PROJECTS 14 INCHES.
 EO0615'
 EO0615'AZIMUTH MARK IS W OF STATION, 30 FEET N OF FENCE CORNER AND
 EO0615'GATEPOST, 18 FEET E OF CENTER OF GRADED SECTION ROAD, AND
 EO0615'PROJECTS 4 INCHES.
 EO0615'
 EO0615'STATION IS REACHED FROM CROSSROADS AT SPRING LAKE POST OFFICE
 EO0615'BY DRIVING S ON GRADED ROAD 2.0 MILES, TURN RIGHT OR W 3.2
 EO0615'MILES, TURN LEFT OR S 1.8 MILES, TURN RIGHT OR W 0.3 MILE, TURN
 EO0615'LEFT OR S 1.0 MILE TO GATE IN S PRONG OF T-FENCE CORNER, TURN
 EO0615'LEFT OR E THROUGH GATE AND FOLLOW S SIDE OF FENCE 0.25 MILE TO
 EO0615'HIGHEST POINT ON SAND DUNES AND STATION.
 EO0615'
 EO0615'OF THE STATIONS OBSERVED, ONLY CLEAVINGER IS VISIBLE FROM THE
 EO0615'GROUND.
 EO0615'
 EO0615'A 25-FOOT STAND WAS USED.
 EO0615
 EO0615                          STATION RECOVERY (1938)
 EO0615
 EO0615'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0615'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 EO0615'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 EO0615
 EO0615                          STATION RECOVERY (1949)
 EO0615
 EO0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 EO0615'NEITHER STATION, REFERENCE MARKS, NOR AZIMUTH MARK RECOVERED.
 EO0615'THEY ARE PROBABLY COVERED WITH SAND.
 EO0615
 EO0615                          STATION RECOVERY (1962)
 EO0615
 EO0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (GDF)
 EO0615'STATION MARK FOUND AS DESCRIBED.
 EO0615'
 EO0615'REFERENCE MARKS NOT SEARCHED FOR.  REPORTED NOT FOUND IN 1949.
 EO0615'
 EO0615'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.
 EO0615
 EO0615                          STATION RECOVERY (1962)
 EO0615
 EO0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EO0615'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34102-2, STATION 1007.
 EO0615'RECOVERED BY USGS IN 1962.
 EO0615'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE AT THE CENTER
 EO0615'OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.
 EO0615'AZIMUTH MARK NO. 1 (USGS 1962)--CENTERLINE OF A WINDMILL LOCATED ABOUT
 EO0615'3 MI. S. IN TRUE DIRECTION 05 DEGREES 56 MINUTES 43 SECONDS.
 EO0615'AZIMUTH MARK NO. 2 (USGS 1962)--CENTERLINE OF THE DISC ANTENNA ON TOP
 EO0615'OF THE POWER PLANT X OF THE SOUTHWEST PUBLIC SERVICE CO. (5 MI. S. OF
 EO0615'EARTH, TEXAS), FACING E. IN TRUE DIRECTION 94 DEGREES 44 MINUTES 37
 EO0615'SECONDS.
 EO0615
 EO0615                          STATION RECOVERY (1975)
 EO0615
 EO0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0615'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 EO0615'REFERENCE MARKS 1 AND 2 WERE FOUND LYING ON TOP OF THE GROUND.
 EO0615'THE MARKS WERE DESTROYED AND THE DISKS RECOVERED, AND REFERENCE
 EO0615'MARKS 3 AND 4 WERE ESTABLISHED.  THE DIRECTION TO THE AZIMUTH
 EO0615'MARK CHECKED THE 1935 DATA ADEQUATELY.  A NEW DESCRIPTION
 EO0615'FOLLOWS.
 EO0615'
 EO0615'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF EARTH,
 EO0615'5-1/2 MILES SOUTHWEST OF SPRINGLAKE AND ON THE PROPERTY OF HALSELL
 EO0615'LAND AND CATTLE COMPANY.  PERMISSION WAS OBTAINED FROM DOUG
 EO0615'LOUIS OF EARTH.
 EO0615'
 EO0615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 EO0615'FARM ROAD 1055 IN EARTH GO EAST ON U.S. HIGHWAY 70 FOR 2.85
 EO0615'MILES TO A CROSSROAD, FARM ROAD 302 LEFT AND A GRADED ROAD RIGHT.
 EO0615'TURN RIGHT AND GO SOUTH ON GRADED ROAD FOR 1.95 MILES TO A T-ROAD.
 EO0615'TURN RIGHT AND GO WEST ON GRADED ROAD 0.15 MILE TO A SIDE ROAD
 EO0615'LEFT.  TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 1.70 MILES TO
 EO0615'A T-ROAD.  TURN RIGHT AND GO WEST AND SOUTH ON GRADED ROAD FOR
 EO0615'1.25 MILES TO A GATE ON THE LEFT.  TURN LEFT AND GO EAST
 EO0615'ON TRACK ROAD FOR 0.25 MILE TO THE TOP OF A HILL AND THE
 EO0615'STATION UNDER A TRANSMISSION LINE.
 EO0615'
 EO0615'THE STATION MARK IS A STANDARD DISK, STAMPED ROBERSON 1935,
 EO0615'CEMENTED IN THE END OF A 4-INCH STEEL PIPE THAT PROJECTS
 EO0615'1 FOOT ABOVE THE GROUND.  IT IS 173.8 FEET WEST OF THE NORTH
 EO0615'ONE OF TWO TRANSMISSION LINE POLES AND 4 FEET WEST OF A METAL
 EO0615'WITNESS POST.
 EO0615'
 EO0615'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ROBERSON 1935 NO 3
 EO0615'1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EO0615'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 158 FEET WEST
 EO0615'OF THE NORTH TRANSMISSION LINE POLE, 25.9 FEET NORTHEAST OF THE
 EO0615'METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 EO0615'
 EO0615'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ROBERSON 1935 NO 4
 EO0615'1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EO0615'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 149.8 FEET
 EO0615'WEST OF THE NORTH TRANSMISSION LINE POLE, 23.8 FEET EAST OF THE
 EO0615'METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 EO0615'
 EO0615'AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED ROBERSON 1935
 EO0615'AZIMUTH, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EO0615'THAT IS FLUSH WITH THE GROUND.  IT IS 59.5 FEET EAST OF A TELEPHONE
 EO0615'LINE POLE, 29 FEET EAST OF THE CENTER OF THE GRADED ROAD AND
 EO0615'4.5 FEET WEST OF A FENCE.
 EO0615'
 EO0615'TO REACH THE AZIMUTH FROM THE STATION GO WEST ON TRACK ROAD FOR
 EO0615'0.25 MILE TO THE GATE AND A T-ROAD.  TURN RIGHT AND GO NORTH ON
 EO0615'GRADED ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 EO0615'
 EO0615'HEIGHT OF LIGHT ABOVE STATION MARK 3.9 FEET.
 EO0615'
 EO0615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 EO0615'SOUTHEAST OF EARTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0848 ***********************************************************************
 CB0848  DESIGNATION -  ROBERT LEE
 CB0848  PID         -  CB0848
 CB0848  STATE/COUNTY-  TX/COKE
 CB0848  USGS QUAD   -  CEMENT MOUNTAIN (1987)
 CB0848
 CB0848                         *CURRENT SURVEY CONTROL
 CB0848  ___________________________________________________________________
 CB0848* NAD 83(1993)-  31 49 30.19914(N)    100 28 26.70860(W)     ADJUSTED  
 CB0848* NAVD 88     -       611.6    (meters)    2007.     (feet)  VERTCON   
 CB0848  ___________________________________________________________________
 CB0848  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 CB0848  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CB0848
 CB0848  HORZ ORDER  -  THIRD
 CB0848
 CB0848.The horizontal coordinates were established by classical geodetic methods
 CB0848.and adjusted by the National Geodetic Survey in February 1996..
 CB0848
 CB0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0848
 CB0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0848
 CB0848.The geoid height was determined by GEOID03.
 CB0848
 CB0848;                    North         East     Units Scale Factor Converg.
 CB0848;SPC TX C     - 3,239,286.665   686,674.878   MT  0.99998486   -0 04 21.0
 CB0848;SPC TX C     -10,627,559.67  2,252,865.83   sFT  0.99998486   -0 04 21.0
 CB0848;UTM  14      - 3,521,991.122   360,494.118   MT  0.99984003   -0 46 38.8
 CB0848
 CB0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0848!SPC TX C     -   0.99990788  x   0.99998486  =   0.99989274
 CB0848!UTM  14      -   0.99990788  x   0.99984003  =   0.99974792
 CB0848
 CB0848:                Primary Azimuth Mark                     Grid Az
 CB0848:SPC TX C     -  PAGE ET                                  305 45 06.2
 CB0848:UTM  14      -  PAGE ET                                  306 27 24.0
 CB0848
 CB0848|---------------------------------------------------------------------|
 CB0848| PID    Reference Object                     Distance      Geod. Az  |
 CB0848|                                                           dddmmss.s |
 CB0848| CB0902 PAGE ET                             APPROX.10.1 KM 3054045.2 |
 CB0848| CB0850 ROBERT LEE WT SEC                   APPROX. 7.6 KM 3515615.1 |
 CB0848|---------------------------------------------------------------------|
 CB0848
 CB0848                          SUPERSEDED SURVEY CONTROL
 CB0848
 CB0848  NAD 83(1986)-  31 49 30.20380(N)    100 28 26.69440(W) AD(       ) 3
 CB0848  NAD 27      -  31 49 29.68328(N)    100 28 25.36830(W) AD(       ) 3
 CB0848  NGVD 29 (07/19/86)  611.4    (m)         2006.     (f) VERT ANG       
 CB0848
 CB0848.Superseded values are not recommended for survey control.
 CB0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0848.See file dsdata.txt to determine how the superseded data were derived.
 CB0848
 CB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA6049421991(NAD 83)
 CB0848_MARKER: DD = SURVEY DISK
 CB0848_SETTING: 80 = SET IN A BOULDER
 CB0848_SP_SET: PARTIALLY EXPOSED BOULDER
 CB0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0848+STABILITY: SURFACE MOTION
 CB0848
 CB0848  HISTORY     - Date     Condition        Report By
 CB0848  HISTORY     - 1956     MONUMENTED       USGS
 CB0848
 CB0848                          STATION DESCRIPTION
 CB0848
 CB0848'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0848'STATION LOCATED ABOUT 5.0 MI. S. OF ROBERT LEE AND ABOUT 1.0 MI. W.
 CB0848'OF STATE HIGHWAY 208 ON THE HIGHEST POINT OF A SMALL WHITE TOPPED
 CB0848'HILL.
 CB0848'
 CB0848'TO REACH FROM THE INTERSECTION OF TEXAS HIGHWAYS 208 AND 158 IN ROBERT
 CB0848'LEE, GO S. ON HIGHWAY 208 6.0 MI. TO MATAPEAK RANCH ROAD.  GO RIGHT
 CB0848'(W.) ON RANCH RD. 0.6 MI. TO RANCH HOUSE (CIRCLE RANCH HOUSE TO W.
 CB0848'PASS WINDMILLS), TAKE TRACK RD. W. 0.6 MI. TO FORKS, TAKE RIGHT FORK
 CB0848'PASS THROUGH WOODEN GATE AND GO 0.4 MI., LEAVE RD. DRIVE ACROSS
 CB0848'COUNTRY TO NW. 0.3 MI. TO SADDLE, GO RIGHT (E.) 0.1 MI. TO TOP OF
 CB0848'HILL AND STATION.
 CB0848'
 CB0848'STATION MARK--STANDARD TRIANGULATION TABLET STAMPED ---ROBERT LEE
 CB0848'1956---, SET IN TOP OF A BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0850 ***********************************************************************
 CB0850  DESIGNATION -  ROBERT LEE WT SEC
 CB0850  PID         -  CB0850
 CB0850  STATE/COUNTY-  TX/COKE
 CB0850  USGS QUAD   -  ROBERT LEE (1987)
 CB0850
 CB0850                         *CURRENT SURVEY CONTROL
 CB0850  ___________________________________________________________________
 CB0850* NAD 83(1993)-  31 53 33.14159(N)    100 29 07.04499(W)     ADJUSTED  
 CB0850* NAVD 88     -                                                        
 CB0850  ___________________________________________________________________
 CB0850  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CB0850  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CB0850
 CB0850  HORZ ORDER  -  THIRD
 CB0850
 CB0850.The horizontal coordinates were established by classical geodetic methods
 CB0850.and adjusted by the National Geodetic Survey in February 1996..
 CB0850
 CB0850
 CB0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0850
 CB0850.The geoid height was determined by GEOID03.
 CB0850
 CB0850;                    North         East     Units Scale Factor Converg.
 CB0850;SPC TX C     - 3,246,770.925   685,624.358   MT  1.00000249   -0 04 41.8
 CB0850;SPC TX C     -10,652,114.28  2,249,419.25   sFT  1.00000249   -0 04 41.8
 CB0850;UTM  14      - 3,529,486.617   359,536.012   MT  0.99984333   -0 47 05.5
 CB0850
 CB0850                          SUPERSEDED SURVEY CONTROL
 CB0850
 CB0850  NAD 83(1986)-  31 53 33.14704(N)    100 29 07.03158(W) AD(       ) 4
 CB0850  NAD 27      -  31 53 32.63391(N)    100 29 05.69710(W) AD(       ) 3
 CB0850
 CB0850.Superseded values are not recommended for survey control.
 CB0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0850.See file dsdata.txt to determine how the superseded data were derived.
 CB0850
 CB0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA5953629487(NAD 83)
 CB0850_MARKER: Z = SEE DESCRIPTION
 CB0850_SETTING: 0 = UNSPECIFIED SETTING
 CB0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0850
 CB0850  HISTORY     - Date     Condition        Report By
 CB0850  HISTORY     - 1962     MONUMENTED       USGS
 CB0850
 CB0850                          STATION DESCRIPTION
 CB0850
 CB0850'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0850'STATION LOCATED IN ROBERT LEE (THE ONLY WATER TANK IN ROBERT LEE), ONE
 CB0850'BLOCK SE. OF COURTHOUSE.
 CB0850'
 CB0850'STATION MARK--CENTER OF ROUND BALL AT APEX WHICH IS DIRECTLY OVER THE
 CB0850'STAND PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2691 ***********************************************************************
 BY2691  DESIGNATION -  ROBERTS
 BY2691  PID         -  BY2691
 BY2691  STATE/COUNTY-  TX/RUSK
 BY2691  USGS QUAD   -  LANEVILLE (1973)
 BY2691
 BY2691                         *CURRENT SURVEY CONTROL
 BY2691  ___________________________________________________________________
 BY2691* NAD 83(1993)-  31 55 22.01042(N)    094 47 37.67420(W)     ADJUSTED  
 BY2691* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 BY2691  ___________________________________________________________________
 BY2691  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BY2691  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY2691
 BY2691  HORZ ORDER  -  THIRD
 BY2691
 BY2691.The horizontal coordinates were established by classical geodetic methods
 BY2691.and adjusted by the National Geodetic Survey in February 1996..
 BY2691
 BY2691.The orthometric height was scaled from a topographic map.
 BY2691
 BY2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2691
 BY2691.The geoid height was determined by GEOID03.
 BY2691
 BY2691;                    North         East     Units Scale Factor Converg.
 BY2691;SPC TXNC     - 2,034,584.406   950,453.889   MT  1.00006497   +2 01 16.8
 BY2691;SPC TXNC     - 6,675,132.34  3,118,280.80   sFT  1.00006497   +2 01 16.8
 BY2691;SPC TX C     - 3,263,156.006 1,223,675.463   MT  1.00001083   +2 51 11.5
 BY2691;SPC TX C     -10,705,871.00  4,014,675.25   sFT  1.00001083   +2 51 11.5
 BY2691;UTM  15      - 3,533,280.592   330,412.001   MT  0.99995470   -0 56 55.5
 BY2691
 BY2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2691!SPC TXNC     -   0.99997780  x   1.00006497  =   1.00004276
 BY2691!SPC TX C     -   0.99997780  x   1.00001083  =   0.99998863
 BY2691!UTM  15      -   0.99997780  x   0.99995470  =   0.99993250
 BY2691
 BY2691:                Primary Azimuth Mark                     Grid Az
 BY2691:SPC TXNC     -  ROBERTS AZ MK                            000 15 03.0
 BY2691:SPC TX C     -  ROBERTS AZ MK                            359 25 08.3
 BY2691:UTM  15      -  ROBERTS AZ MK                            003 13 15.3
 BY2691
 BY2691|---------------------------------------------------------------------|
 BY2691| PID    Reference Object                     Distance      Geod. Az  |
 BY2691|                                                           dddmmss.s |
 BY2691| CV9145 ROBERTS AZ MK                                      0021619.8 |
 BY2691| CV9148 ROBERTS RM 3                         17.669 METERS 08505     |
 BY2691| CV9146 ROBERTS RM 1                         10.930 METERS 20431     |
 BY2691| CV9147 ROBERTS RM 2                         17.673 METERS 31752     |
 BY2691|---------------------------------------------------------------------|
 BY2691
 BY2691                          SUPERSEDED SURVEY CONTROL
 BY2691
 BY2691  NAD 83(1986)-  31 55 22.02054(N)    094 47 37.66169(W) AD(       ) 3
 BY2691  NAD 27      -  31 55 21.41360(N)    094 47 36.88980(W) AD(       ) 3
 BY2691
 BY2691.Superseded values are not recommended for survey control.
 BY2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2691.See file dsdata.txt to determine how the superseded data were derived.
 BY2691
 BY2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR3041233281(NAD 83)
 BY2691_MARKER: DS = TRIANGULATION STATION DISK
 BY2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2691
 BY2691  HISTORY     - Date     Condition        Report By
 BY2691  HISTORY     - 1958     MONUMENTED       CGS
 BY2691  HISTORY     - 1965     GOOD             CGS
 BY2691
 BY2691                          STATION DESCRIPTION
 BY2691
 BY2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2691'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF CUSHING AND 7
 BY2691'MILES WEST OF MT ENTERPRISE ON THE SOUTH RIGHT-OF-WAY OF AN
 BY2691'OIL ROAD.  IT IS 34 FEET EAST OF A A HUMBLE OIL PIPE LINE SIGN,
 BY2691'29 FEET SOUTH OF THE CENTER OF AN OIL ROAD AND 7 FEET WEST OF A
 BY2691'FENCE CORNER.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF
 BY2691'THE GROUND AND IS STAMPED ROBERTS 1958.
 BY2691'
 BY2691'REFERENCE MARK NO. 1 IS SET IN A FENCE LINE 64 FEET SOUTH OF THE
 BY2691'CENTER OF AN OIL ROAD AND 38 FEET SOUTHEAST OF A HUMBLE OIL
 BY2691'PIPE LINE SIGN.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE
 BY2691'OF THE GROUND AND IS STAMPED ROBERTS NO 1 1958.
 BY2691'
 BY2691'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE 17 FEET NORTH OF THE
 BY2691'CENTER OF AN OIL ROAD AND 6 FEET EAST OF A HUMBLE OIL PIPE LINE
 BY2691'SIGN.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND
 BY2691'AND IS STAMPED ROBERTS NO 2 1958.
 BY2691'
 BY2691'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF AN OIL ROAD,
 BY2691'20 FEET NORTHWEST OF A POWER LINE POLE AND 1 FOOT NORTH OF A
 BY2691'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 BY2691'OF THE GROUND AND IS STAMPED ROBERTS 1958.
 BY2691'
 BY2691'TO REACH THE STATION FROM THE POST OFFICE IN MT ENTERPRISE GO
 BY2691'WEST ON U.S. HIGHWAY 84 FOR 6.25 MILES TO A CROSSROAD.  TURN
 BY2691'RIGHT ON AN OIL ROAD AND GO 0.65 MILE TO A T ROAD.  TURN LEFT AND
 BY2691'GO 0.65 MILE TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK
 BY2691'TURN RIGHT AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 BY2691'DESCRIBED.) CONTINUE STRAIGHT AHEAD AND GO 0.05 MILE TO THE
 BY2691'STATION ON THE LEFT.
 BY2691
 BY2691                          STATION RECOVERY (1965)
 BY2691
 BY2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 BY2691'THE STATION SURFACE MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH
 BY2691'MARK WERE RECOVERED IN GOOD CONDITION.  A NEW REFERENCE MARK
 BY2691'NO. 3 WAS SET.  REFERENCE MARK NO. 1 WAS DESTROYED.
 BY2691'
 BY2691'A NEW DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 9 MILES
 BY2691'NORTH OF CUSHING, 7 MILES WEST OF MOUNT ENTERPRISE, AT A HUMBLE
 BY2691'GAS LINE AND AN OILED ROAD JUNCTION, AND IS ON THE NORTH SLOPE
 BY2691'OF A HILL ABOUT 1/4 MILE FROM THE HIGHEST PART OF HILL.
 BY2691'
 BY2691'TO REACH THE STATION FROM THE POST OFFICE IN MOUNT ENTERPRISE,
 BY2691'GO WEST ON U.S. HIGHWAY 84 FOR 7.3 MILES TO A CROSSROAD.  TURN
 BY2691'RIGHT, GO NORTH ON AN OILED ROAD FOR 0.65 MILE TO A T-ROAD
 BY2691'JUNCTION.  TURN LEFT, GO 0.7 MILE TO THE STATION ON THE LEFT.
 BY2691'
 BY2691'STATION MARKS ARE STANDARD DISKS STAMPED ROBERTS 1958.  THE
 BY2691'SURFACE STATION DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 BY2691'WHICH PRO JECTS ABOUT 2 INCHES.  IT IS 30 FEET SOUTH OF THE
 BY2691'CENTER LINE OF THE OILED ROAD, 35 FEET EAST OF A HUMBLE DANGER
 BY2691'HIGH PRESSURE GAS LINE SIGN, 120 FEET NORTHEAST OF THE NORTHEAST
 BY2691'CORNER OF A FENCE AROUND A CEMENTERY, 5 FEET WEST OF THE
 BY2691'NORTHWEST CORNER OF A FENCE, AND 2 FEET EAST OF A METAL WITNESS
 BY2691'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BY2691'CONCRETE ABOUT 40 INCHES BELOW THE SURFACE OF GROUND.
 BY2691'
 BY2691'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROBERTS NO 2 1958,
 BY2691'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS2 INCHES.
 BY2691'IT IS 5 FEET EAST OF A HUMBLE HIGH PRESSURE GAS LINE SIGN, 15
 BY2691'FEET NORTH OF THE CENTER LINE OF THE OILED ROAD, 14 FEET WEST
 BY2691'OF THE GAS PIPE LINE, AND 1 FOOT SOUTH OF THE FENCE.
 BY2691'
 BY2691'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ROBERTS NO 3 1958,
 BY2691'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 BY2691'IT IS 30 FEET SOUTH OF THE CENTER LINE OF OILED ROAD, AND 184
 BY2691'FEET WEST OF THE EXTENDED CENTER LINE OF A SIDE ROAD WHICH LEADS
 BY2691'NORTH FROM THE OILED ROAD.
 BY2691'
 BY2691'AZIMUTH MARK, A STANDARD DISK STAMPED ROBERTS 1958, IS SET
 BY2691'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES.
 BY2691'IT IS 20 FEET EAST OF THE CENTER LINE OF AN OILED ROAD, 20 FEET
 BY2691'NORTHWEST OF A POWER LINE POLE, AND 180 FEET NORTH OF THE CENTER
 BY2691'OF A PRIVATE DRIVEWAY ENTRANCE.
 BY2691'
 BY2691'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05
 BY2691'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT, GO NORTH ON AN OILED
 BY2691'ROAD FOR 0.3 MILE TO AZIMUTH MARK ON THE RIGHT.
 BY2691'
 BY2691'NOTE--THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE
 BY2691'TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0906 ***********************************************************************
 BP0906  DESIGNATION -  ROBERTS
 BP0906  PID         -  BP0906
 BP0906  STATE/COUNTY-  TX/BREWSTER
 BP0906  USGS QUAD   -  ROCK HOUSE GAP (1983)
 BP0906
 BP0906                         *CURRENT SURVEY CONTROL
 BP0906  ___________________________________________________________________
 BP0906* NAD 83(1993)-  30 07 07.59269(N)    103 23 26.13845(W)     ADJUSTED  
 BP0906* NAVD 88     -      1283.     (meters)    4209.     (feet)  SCALED    
 BP0906  ___________________________________________________________________
 BP0906  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 BP0906  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 BP0906
 BP0906  HORZ ORDER  -  THIRD
 BP0906
 BP0906.The horizontal coordinates were established by classical geodetic methods
 BP0906.and adjusted by the National Geodetic Survey in February 1996..
 BP0906
 BP0906.The orthometric height was scaled from a topographic map.
 BP0906
 BP0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0906
 BP0906.The geoid height was determined by GEOID03.
 BP0906
 BP0906;                    North         East     Units Scale Factor Converg.
 BP0906;SPC TXSC     - 4,261,236.245   176,991.047   MT  0.99995661   -2 09 03.6
 BP0906;SPC TXSC     -13,980,405.91    580,678.13   sFT  0.99995661   -2 09 03.6
 BP0906;UTM  13      - 3,333,039.681   655,048.500   MT  0.99989660   +0 48 27.9
 BP0906
 BP0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0906!SPC TXSC     -   0.99980184  x   0.99995661  =   0.99975846
 BP0906!UTM  13      -   0.99980184  x   0.99989660  =   0.99969846
 BP0906
 BP0906|---------------------------------------------------------------------|
 BP0906| PID    Reference Object                     Distance      Geod. Az  |
 BP0906|                                                           dddmmss.s |
 BP0906| CI0343 ROBERTS RM 1                         10.802 METERS 03341     |
 BP0906| CI0344 ROBERTS RM 2                          8.192 METERS 08656     |
 BP0906| CI0342 ROBERTS AZ MK                                      0911002.4 |
 BP0906|---------------------------------------------------------------------|
 BP0906
 BP0906                          SUPERSEDED SURVEY CONTROL
 BP0906
 BP0906  NAD 83(1986)-  30 07 07.57869(N)    103 23 26.13845(W) AD(       ) 3
 BP0906  NAD 27      -  30 07 06.96500(N)    103 23 24.47500(W) AD(       ) 3
 BP0906
 BP0906.Superseded values are not recommended for survey control.
 BP0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0906.See file dsdata.txt to determine how the superseded data were derived.
 BP0906
 BP0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP5504833040(NAD 83)
 BP0906_MARKER: DS = TRIANGULATION STATION DISK
 BP0906_SETTING: 66 = SET IN ROCK OUTCROP
 BP0906
 BP0906  HISTORY     - Date     Condition        Report By
 BP0906  HISTORY     - 1943     MONUMENTED       CGS
 BP0906  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0906
 BP0906                          STATION DESCRIPTION
 BP0906
 BP0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0906'STATION IS LOCATED ABOUT 1/2 MILE NW OF THE J.J. ROBERTS RANCH
 BP0906'ROAD, ABOUT 2-3/4 MILES NE OF THE ROBERTS RANCH, AIR LINE AND
 BP0906'ABOUT 10-1/2 MILES, AIR LINE SW OF MARATHON.  IT IS ON THE
 BP0906'HIGHEST POINT OF A ROCKY RIDGE EXTENDING FROM THE NE TO THE
 BP0906'SW AND IS THE NEAREST ONE OF TWO RIDGES TO THE ROAD.
 BP0906'
 BP0906'STATION MARK IS A BRONZE TRIANGULATION DISK, STAMPED ROBERTS
 BP0906'1943, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP AND IS AT THE
 BP0906'HIGHEST POINT OF THE HILL FLUSH WITH THE SURFACE.
 BP0906'
 BP0906'NO UNDERGROUND MARK WAS ESTABLISHED.
 BP0906'
 BP0906'REFERENCE MARK NO. 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 BP0906'DRILL HOLE IN ROCK OUTCROP NE OF THE STATION AND IS STAMPED
 BP0906'ROBERTS NO. 1 1943.  IT IS 1-1/2 FEET LOWER THAN THE STATION.
 BP0906'IT IS ON THE N SLOPE AND PROJECTS ABOUT 4 INCHES.
 BP0906'
 BP0906'REFERENCE MARK NO. 2 IS A BRONZE REFERENCE DISK STAMPED
 BP0906'ROBERTS NO. 2 1943, CEMENTED IN A DRILL HOLE IN OUTCROP
 BP0906'ROCK ON THE E SLOPE AND PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE.
 BP0906'
 BP0906'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED ROBERTS 1943,
 BP0906'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP ABOUT 75 YARDS E OF
 BP0906'THE J.J. ROBERTS RANCH ROAD ABOUT 3/4 MILE ESE FROM THE STATION
 BP0906'AND ABOUT 250 FEET LOWER.  THE MARK PROJECTS ABOUT 1-1/2 FEET
 BP0906'ABOVE THE SURROUNDING SURFACE AND IS ON THE W SLOPE.
 BP0906'
 BP0906'TO REACH FROM MARATHON GO S FROM THE DEPOT ON STATE HIGHWAY 227,
 BP0906'1.9 MILES.  TAKE THE RIGHT ROAD FORK AND GO W AND SW ON THE
 BP0906'OLD HIGHWAY LEADING FROM MARATHON TO TERLINGUA, 4.2 MILES.
 BP0906'THEN TURN RIGHT, OFF THE OLD HIGHWAY AND GO W ON THE J.J. ROBERTS
 BP0906'RANCH ROAD 6.9 MILES TO A POINT WHERE THE TELEPHONE LINE BEARS
 BP0906'RIGHT OR W, AWAY FROM THE ROAD.  FROM THIS, THE AZIMUTH MARK IS
 BP0906'ABOUT 0.1 MILE S AND ON THE FIRST LOW HILL TO THE LEFT OR E
 BP0906'OF THE ROAD, AND ABOUT 75 YARDS ABOVE THE ROAD.  TURN RIGHT
 BP0906'OPPOSITE THE AZIMUTH MARK AND GO W ACROSS THE FLATS ABOUT
 BP0906'0.3 MILE TO THE S BASE OF THE ROCKY RIDGE.  THEN PACK NW UP
 BP0906'ALONG THE STEEP SLOPE ABOUT 1/4 MILE TO THE HIGHEST POINT
 BP0906'OF THE RIDGE ABOVE THE PROMINENT RIM TO THE STATION.
 BP0906
 BP0906                          STATION RECOVERY (2001)
 BP0906
 BP0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0906'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7298 ***********************************************************************
 AC7298  DESIGNATION -  ROBERTS
 AC7298  PID         -  AC7298
 AC7298  STATE/COUNTY-  TX/HAMILTON
 AC7298  USGS QUAD   -  FAIRY (1956)
 AC7298
 AC7298                         *CURRENT SURVEY CONTROL
 AC7298  ___________________________________________________________________
 AC7298* NAD 83(1993)-  31 45 18.51061(N)    097 58 35.85773(W)     ADJUSTED  
 AC7298* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 AC7298  ___________________________________________________________________
 AC7298  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AC7298  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AC7298
 AC7298  HORZ ORDER  -  THIRD
 AC7298
 AC7298.The horizontal coordinates were established by classical geodetic methods
 AC7298.and adjusted by the National Geodetic Survey in March 1997..
 AC7298
 AC7298.The orthometric height was scaled from a topographic map.
 AC7298
 AC7298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7298
 AC7298.The geoid height was determined by GEOID03.
 AC7298
 AC7298;                    North         East     Units Scale Factor Converg.
 AC7298;SPC TX C     - 3,233,891.207   923,258.522   MT  0.99996808   +1 12 49.8
 AC7298;SPC TX C     -10,609,858.07  3,029,057.33   sFT  0.99996808   +1 12 49.8
 AC7298;UTM  14      - 3,513,751.106   596,921.355   MT  0.99971585   +0 32 19.1
 AC7298
 AC7298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7298!SPC TX C     -   0.99994991  x   0.99996808  =   0.99991799
 AC7298!UTM  14      -   0.99994991  x   0.99971585  =   0.99966577
 AC7298
 AC7298                          SUPERSEDED SURVEY CONTROL
 AC7298
 AC7298.No superseded survey control is available for this station.
 AC7298
 AC7298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA9692113751(NAD 83)
 AC7298_MARKER: DB = BENCH MARK DISK
 AC7298
 AC7298  HISTORY     - Date     Condition        Report By
 AC7298  HISTORY     - 1955     MONUMENTED       USGS
 AC7298
 AC7298                          STATION DESCRIPTION
 AC7298
 AC7298'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7298'STATION LIES ABOUT 4.5 MI. N. AND 9 MI. E. OF HAMILTON, TEXAS, 1.2 MI.
 AC7298'DUE W. OF LANHAM CHURCH, 0.7 MI. NW. OF HIGHWAY 22 1.0 MI. SW. OF FARM
 AC7298'ROAD 1602, 113 FT. E. OF A FENCE CORNER, 630 FT. NW. OF A HOUSE, ON A
 AC7298'GRASSY HILL.
 AC7298'TO REACH STATION FROM THE COURTHOUSE IN HAMILTON, GO NE. ON HIGHWAY 22
 AC7298'FOR 9.6 MI. TO A CROSSROAD.  TURN LEFT AND GO N. ON A GRAVEL RD. FOR
 AC7298'0.6 MI. TO TRACK RD. ON LEFT.  TURN LEFT AND GO N. 0.2 MI. TO GATE AT
 AC7298'POWER POLE.  PASS THROUGH GATE AND CONTINUE N. ALONG TRACK RD. FOR 0.3
 AC7298'MI. TO TOP OF HILL AND STATION.
 AC7298'STATION MARK--A STANDARD BENCH MARK TABLET STAMPED---ROBERTS 1955---,
 AC7298'SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
 AC7298'REFERENCE MARK NO. 1--A COPPERWELD SURVEY ROD WITH CHISELED CROSS, SET
 AC7298'IN A N-S. FENCE LINE PROJECTING 0.4 FT., DISTANT FROM STATION 114.28
 AC7298'FT., 54 DEGREES 04 MINUTES, NE.
 AC7298'REFERENCE MARK NO. 2--A COPPERWELD SURVEY ROD WITH CHISELED CROSS, SET
 AC7298'IN FENCE CORNER PROJECTING 0.5 FT., DISTANT FROM STATION 113.63 FT.,
 AC7298'102 DEGREES 47 MINUTES, SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1616 ***********************************************************************
 FL1616  DESIGNATION -  ROBERTS NORTH BASE
 FL1616  PID         -  FL1616
 FL1616  STATE/COUNTY-  TX/ROBERTS
 FL1616  USGS QUAD   -  GARDEN SPRINGS (1971)
 FL1616
 FL1616                         *CURRENT SURVEY CONTROL
 FL1616  ___________________________________________________________________
 FL1616* NAD 83(1993)-  35 53 09.75257(N)    101 02 04.08707(W)     ADJUSTED  
 FL1616* NAVD 88     -       847.     (meters)    2779.     (feet)  SCALED    
 FL1616  ___________________________________________________________________
 FL1616  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FL1616  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FL1616
 FL1616  HORZ ORDER  -  FIRST
 FL1616
 FL1616.The horizontal coordinates were established by classical geodetic methods
 FL1616.and adjusted by the National Geodetic Survey in February 1996..
 FL1616
 FL1616.The orthometric height was scaled from a topographic map.
 FL1616
 FL1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1616
 FL1616.The geoid height was determined by GEOID03.
 FL1616
 FL1616;                    North         East     Units Scale Factor Converg.
 FL1616;SPC TX N     - 1,209,333.525   242,031.828   MT  0.99994417   +0 16 11.3
 FL1616;SPC TX N     - 3,967,621.74    794,066.09   sFT  0.99994417   +0 16 11.3
 FL1616;UTM  14      - 3,973,220.592   316,362.563   MT  1.00001555   -1 11 34.4
 FL1616
 FL1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1616!SPC TX N     -   0.99987130  x   0.99994417  =   0.99981548
 FL1616!UTM  14      -   0.99987130  x   1.00001555  =   0.99988685
 FL1616
 FL1616|---------------------------------------------------------------------|
 FL1616| PID    Reference Object                     Distance      Geod. Az  |
 FL1616|                                                           dddmmss.s |
 FL1616| CJ8314 ROBERTS NORTH BASE RM 1              18.369 METERS 08017     |
 FL1616| CJ8313 ROBERTS NORTH BASE AZ MK                           1451757.2 |
 FL1616| CJ8315 ROBERTS NORTH BASE RM 2              18.743 METERS 21244     |
 FL1616|---------------------------------------------------------------------|
 FL1616
 FL1616                          SUPERSEDED SURVEY CONTROL
 FL1616
 FL1616  NAD 83(1993)-  35 53 09.75313(N)    101 02 04.08651(W) AD(       ) 1
 FL1616  NAD 83(1986)-  35 53 09.75948(N)    101 02 04.07524(W) AD(       ) 1
 FL1616  NAD 27      -  35 53 09.61900(N)    101 02 02.52600(W) AD(       ) 1
 FL1616
 FL1616.Superseded values are not recommended for survey control.
 FL1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1616.See file dsdata.txt to determine how the superseded data were derived.
 FL1616
 FL1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1636373221(NAD 83)
 FL1616_MARKER: DS = TRIANGULATION STATION DISK
 FL1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1616
 FL1616  HISTORY     - Date     Condition        Report By
 FL1616  HISTORY     - 1951     MONUMENTED       CGS
 FL1616
 FL1616                          STATION DESCRIPTION
 FL1616
 FL1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1616'THE STATION IS ON THE MORRISON RANCH, ABOUT 1.5 MILES SOUTH
 FL1616'OF THE CANADIAN RIVER, 2.75 MILES EAST OF THE ROBERTS-HUTCHINSON
 FL1616'COUNTY LINE, AND 4 MILES NORTHWEST OF THE MORRISON RANCH
 FL1616'HOME.
 FL1616'
 FL1616'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 70 AND STATE HIGHWAY
 FL1616'152 IN THE WESTERN PART OF PAMPA, GO WEST ON STATE HIGHWAY 152
 FL1616'FOR 1.0 MILE TO A CROSSROAD AND A SMALL SERVICE STATION ON
 FL1616'THE RIGHT.  TURN RIGHT ON DIRT ROAD, AND GO 14.25 MILES TO THE
 FL1616'ENTRANCE OF THE HAYHOOK RANCH.  CONTINUE NORTHERLY 6.8 MILES
 FL1616'TO A Y-FORK.  TURN LEFT AND GO 1.4 MILES TO A CROSSROAD AND
 FL1616'CATTLE GUARD.  CONTINUE STRAIGHT AHEAD FOR 2.15 MILES TO A
 FL1616'WINDMILL ON THE RIGHT AND AZIMUTH MARK.  CONTINUE ON TRACK ROAD
 FL1616'0.45 MILE TO A DIM FORK.  TURN LEFT, AND GO 0.25 MILE TO A
 FL1616'WIRE GATE AT A FENCE CORNER.  THE STATION IS ABOUT 150
 FL1616'FEET WEST OF THE FENCE CORNER.
 FL1616'
 FL1616'THE STATION MARK IS STAMPED ROBERTS N BASE 1951, AND PROJECTS
 FL1616'6 INCHES.  IT IS 150 FEET WEST OF A FENCE CORNER.  21 FEET SOUTH
 FL1616'OF A FENCE LINE.  AND 7 FEET WEST OF A WHITE WITNESS POST.
 FL1616'
 FL1616'REFERENCE MARK NO. 1 IS STAMPED ROBERTS N BASE NO 1 1951,
 FL1616'AND PROJECTS 6 INCHES.
 FL1616'
 FL1616'REFERENCE MARK NO. 2 IS STAMPED ROBERTS N BASE NO 2 1951,
 FL1616'AND PROJECTS 6 INCHES.  IT IS 75 FEET SOUTH OF A FENCE LINE
 FL1616'AND ABOUT THE SAME ELEVATION AS THE STATION.
 FL1616'
 FL1616'AZIMUTH MARK IS STAMPED ROBERTS N BASE 1951, AND PROJECTS
 FL1616'6 INCHES.  LOCATED 150 FEET WEST OF A WINDMILL, ABOUT 50 FEET
 FL1616'NORTHEAST OF A TRACK ROAD, 8 FEET SOUTHWEST OF A FENCE CORNER,
 FL1616'AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1617 ***********************************************************************
 FL1617  DESIGNATION -  ROBERTS SOUTH BASE
 FL1617  PID         -  FL1617
 FL1617  STATE/COUNTY-  TX/ROBERTS
 FL1617  USGS QUAD   -  ADOBE CREEK SE (1971)
 FL1617
 FL1617                         *CURRENT SURVEY CONTROL
 FL1617  ___________________________________________________________________
 FL1617* NAD 83(1993)-  35 49 39.08463(N)    101 01 33.69050(W)     ADJUSTED  
 FL1617* NAVD 88     -       910.     (meters)    2986.     (feet)  SCALED    
 FL1617  ___________________________________________________________________
 FL1617  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FL1617  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FL1617
 FL1617  HORZ ORDER  -  FIRST
 FL1617
 FL1617.The horizontal coordinates were established by classical geodetic methods
 FL1617.and adjusted by the National Geodetic Survey in February 1996..
 FL1617
 FL1617.The orthometric height was scaled from a topographic map.
 FL1617
 FL1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1617
 FL1617.The geoid height was determined by GEOID03.
 FL1617
 FL1617;                    North         East     Units Scale Factor Converg.
 FL1617;SPC TX N     - 1,202,844.570   242,825.293   MT  0.99993636   +0 16 28.9
 FL1617;SPC TX N     - 3,946,332.56    796,669.32   sFT  0.99993636   +0 16 28.9
 FL1617;UTM  14      - 3,966,713.025   316,990.280   MT  1.00001272   -1 11 10.5
 FL1617
 FL1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1617!SPC TX N     -   0.99986140  x   0.99993636  =   0.99979777
 FL1617!UTM  14      -   0.99986140  x   1.00001272  =   0.99987412
 FL1617
 FL1617:                Primary Azimuth Mark                     Grid Az
 FL1617:SPC TX N     -  P 541                                    359 59 58.3
 FL1617:UTM  14      -  P 541                                    001 27 37.7
 FL1617
 FL1617|---------------------------------------------------------------------|
 FL1617| PID    Reference Object                     Distance      Geod. Az  |
 FL1617|                                                           dddmmss.s |
 FL1617| FL0730 P 541                                              0001627.2 |
 FL1617| CJ8317 ROBERTS SOUTH BASE RM 2              24.064 METERS 00634     |
 FL1617| CJ8316 ROBERTS SOUTH BASE RM 1              25.744 METERS 16857     |
 FL1617|---------------------------------------------------------------------|
 FL1617
 FL1617                          SUPERSEDED SURVEY CONTROL
 FL1617
 FL1617  NAD 83(1993)-  35 49 39.08526(N)    101 01 33.68979(W) AD(       ) 1
 FL1617  NAD 83(1986)-  35 49 39.09139(N)    101 01 33.67893(W) AD(       ) 1
 FL1617  NAD 27      -  35 49 38.94500(N)    101 01 32.13500(W) AD(       ) 1
 FL1617
 FL1617.Superseded values are not recommended for survey control.
 FL1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1617.See file dsdata.txt to determine how the superseded data were derived.
 FL1617
 FL1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1699066713(NAD 83)
 FL1617_MARKER: DS = TRIANGULATION STATION DISK
 FL1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1617
 FL1617  HISTORY     - Date     Condition        Report By
 FL1617  HISTORY     - 1951     MONUMENTED       CGS
 FL1617  HISTORY     - 1961     GOOD             CGS
 FL1617  HISTORY     - 1971     GOOD             USGS
 FL1617
 FL1617                          STATION DESCRIPTION
 FL1617
 FL1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1617'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF THE CANADIAN
 FL1617'RIVER, 3-1/2 MILES EAST OF THE ROBERTS-HUTCHINSON COUNTY
 FL1617'LINE, 3/4 MILE SOUTHWEST OF THE MORRISON RANCH, 150 FEET
 FL1617'SOUTH-SOUTHWEST OF A ROAD FORK, 40 FEET WEST OF THE APPROXIMATE
 FL1617'CENTER OF A DIRT ROAD, 6 FEET SOUTHWEST OF A WITNESS POST,
 FL1617'AND ON THE MORRISON RANCH.
 FL1617'
 FL1617'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 70
 FL1617'AND 152 AT THE WESTERN EDGE OF PAMPA, GO WEST ON STATE ROUTE 152
 FL1617'FOR 1.5 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH ON
 FL1617'DIRT ROAD FOR 19.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 FL1617'TO REACH THE AZIMUTH MARK FROM THE STATION.  CONTINUE NORTH
 FL1617'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FL1617'
 FL1617'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF
 FL1617'A CONCRETE POST.  THE MARK IS 6 INCHES BELOW THE SURFACE OF THE
 FL1617'GROUND, AND THE DISK IS STAMPED ROBERTS S BASE 1951.
 FL1617'
 FL1617'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE TOP
 FL1617'OF A CONCRETE POST, AND IS 24 FEET WEST OF THE APPROXIMATE
 FL1617'CENTER OF A DIRT ROAD.  THE MARK IS FLUSH WITH THE GROUND,
 FL1617'AND THE DISK IS STAMPED ROBERTS S BASE NO 1 1951.
 FL1617'
 FL1617'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE TOP
 FL1617'OF A CONCRETE POST, AND IS 32 FEET WEST OF THE APPROXIMATE
 FL1617'CENTER OF A DIRT ROAD.  THE MARK IS FLUSH WITH THE GROUND,
 FL1617'AND THE DISK IS STAMPED ROBERTS S BASE NO 2 1951.
 FL1617'
 FL1617'BENCH MARK P 541 WAS USED AS AN AZIMUTH MARK FOR THIS STATION.
 FL1617'THE MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A 6-INCH
 FL1617'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 FL1617'STAMPED P 541 1935.  THE MARK IS 45 FEET EAST OF THE APPROXIMATE
 FL1617'CENTER OF A DIRT ROAD, 15 FEET NORTH OF A FENCE CORNER, 1 FOOT
 FL1617'WEST OF A FENCE LINE, AND 1 FOOT SOUTHWEST OF A WITNESS POST.
 FL1617'
 FL1617'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FL1617
 FL1617                          STATION RECOVERY (1961)
 FL1617
 FL1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WW)
 FL1617'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 FL1617'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL1617
 FL1617                          STATION RECOVERY (1971)
 FL1617
 FL1617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RDS)
 FL1617'TO REACH DESCRIPTION IS ADEQUATE.  STATION MARK AND REFERENCE
 FL1617'MARK 2 RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 FL1617'HIT BY ROAD GRADER AND TOP PART OF MARK BROKEN OFF.  (DESTROYED)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6818 ***********************************************************************
 AW6818  DESIGNATION -  ROBIN
 AW6818  PID         -  AW6818
 AW6818  STATE/COUNTY-  TX/BRAZORIA
 AW6818  USGS QUAD   -  HOSKINS MOUND (1974)
 AW6818
 AW6818                         *CURRENT SURVEY CONTROL
 AW6818  ___________________________________________________________________
 AW6818* NAD 83(1993)-  29 12 32.47248(N)    095 09 18.81791(W)     ADJUSTED  
 AW6818* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6818  ___________________________________________________________________
 AW6818  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AW6818  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW6818
 AW6818  HORZ ORDER  -  SECOND
 AW6818
 AW6818.The horizontal coordinates were established by classical geodetic methods
 AW6818.and adjusted by the National Geodetic Survey in February 1996..
 AW6818
 AW6818.The orthometric height was scaled from a topographic map.
 AW6818
 AW6818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6818
 AW6818.The geoid height was determined by GEOID03.
 AW6818
 AW6818;                    North         East     Units Scale Factor Converg.
 AW6818;SPC TXSC     - 4,158,606.739   973,756.727   MT  0.99986564   +1 53 01.0
 AW6818;SPC TXSC     -13,643,695.61  3,194,733.53   sFT  0.99986564   +1 53 01.0
 AW6818;UTM  15      - 3,233,067.225   290,478.660   MT  1.00014173   -1 03 07.7
 AW6818
 AW6818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6818!SPC TXSC     -   1.00000404  x   0.99986564  =   0.99986968
 AW6818!UTM  15      -   1.00000404  x   1.00014173  =   1.00014577
 AW6818
 AW6818|---------------------------------------------------------------------|
 AW6818| PID    Reference Object                     Distance      Geod. Az  |
 AW6818|                                                           dddmmss.s |
 AW6818| CV6727 ROBIN RM 1                           22.780 METERS 02351     |
 AW6818| AW6774 GATOR                               APPROX. 6.0 KM 1315320.6 |
 AW6818| CV6728 ROBIN RM 2                           26.200 METERS 14312     |
 AW6818|---------------------------------------------------------------------|
 AW6818
 AW6818                          SUPERSEDED SURVEY CONTROL
 AW6818
 AW6818  NAD 83(1986)-  29 12 32.48643(N)    095 09 18.80011(W) AD(       ) 2
 AW6818  NAD 27      -  29 12 31.62400(N)    095 09 18.05300(W) AD(       ) 2
 AW6818
 AW6818.Superseded values are not recommended for survey control.
 AW6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6818.See file dsdata.txt to determine how the superseded data were derived.
 AW6818
 AW6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9047933067(NAD 83)
 AW6818_MARKER: DS = TRIANGULATION STATION DISK
 AW6818_SETTING: 0 = UNSPECIFIED SETTING
 AW6818
 AW6818  HISTORY     - Date     Condition        Report By
 AW6818  HISTORY     - 1933     MONUMENTED       CGS
 AW6818  HISTORY     - 1951     GOOD             HUMBLE
 AW6818  HISTORY     - 1958     GOOD             CGS
 AW6818  HISTORY     - 1960     GOOD             CGS
 AW6818  HISTORY     - 1962     GOOD             LOCSUR
 AW6818  HISTORY     - 1962     GOOD             CGS
 AW6818  HISTORY     - 1971     GOOD             LOCENG
 AW6818  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW6818
 AW6818                          STATION DESCRIPTION
 AW6818
 AW6818'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6818'STATION IS LOCATED ABOUT 10 MILES S OF ALVIN, ON THE PRAIRIE,
 AW6818'1/2 MILE N OF THE N SHORE OF CHOCOLATE BAY, 0.35 MILE SW OF
 AW6818'MUSTANG BAYOU, ABOUT 230 METERS NE OF A LINE THROUGH ALLIGATOR
 AW6818'POINT AND NYMPH POINT.
 AW6818'
 AW6818'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 AW6818'IN CONCRETE.
 AW6818'
 AW6818'THE FOLLOWING AZIMUTHS ARE GIVEN--SAN LUIS COAST GUARD STATION,
 AW6818'S 33 DEG 50 MIN E.  NYMPH POINT, S 40 DEG E.
 AW6818'
 AW6818'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.6 METERS.
 AW6818
 AW6818                          STATION RECOVERY (1951)
 AW6818
 AW6818'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1951
 AW6818'STATION AND REFERENCE MARKS 1 AND 2 EXTEND 6 IN. ABOVE GROUND
 AW6818'AND ARE IN GOOD CONDITION.  STATION IS LOCATED APPROXIMATELY
 AW6818'300 FT. E OF THE GRADED DIRT ROAD FROM LIVERPOOL TO CHOCOLATE
 AW6818'BAY.
 AW6818
 AW6818                          STATION RECOVERY (1958)
 AW6818
 AW6818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WST)
 AW6818'STATION AND REFERENCE MONUMENTS IN GOOD CONDITION.
 AW6818
 AW6818                          STATION RECOVERY (1960)
 AW6818
 AW6818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6818'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6818'REVISED DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ON THE
 AW6818'NORTHEAST SIDE OF CHOCOLATE BAY, ABOUT 0.25 MILE NORTHEAST OF THE
 AW6818'BAY SHORE, 0.55 MILE NORTH OF THE CONSERVATION CAMP AT THE END
 AW6818'OF THE CHOCOLATE BAY ROAD, 0.25 MILE NORTH OF A SHELL ROAD
 AW6818'LEADING NORTHEAST, 300.0 FEET EAST OF THE CHOCOLATE BAY ROAD AND
 AW6818'1.5 FEET SOUTHWEST OF A WITNESS POST.  A STANDARD DISK STAMPED
 AW6818'ROBIN 1933 IN TOP OF A CONCRETE MONUMENT PROJECTING 6 INCHES.
 AW6818'
 AW6818'R.M. 1 IS 22.780 METERS NORTHEAST OF THE STATION, IN OPEN
 AW6818'PRAIRIE.  A STANDARD DISK STAMPED ROBIN NO 1 1933 IN TOP
 AW6818'OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 AW6818'
 AW6818'R.M. 2 IS 26.200 METERS SOUTHEAST OF THE STATION IN OPEN
 AW6818'PRAIRIE.  A STANDARD DISK STAMPED ROBIN NO 2 1933 IN TOP OF
 AW6818'A CONCRETE MONUMENT PROJECTING 6 INCHES.
 AW6818
 AW6818                          STATION RECOVERY (1962)
 AW6818
 AW6818'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 AW6818'RECOVERED BY MILLER AND FISHER BDRY SURVEYORS.
 AW6818'
 AW6818'FOUND STATION AND R.M. 1 AND 2 IN GOOD CONDITION.  DESCRIPTION
 AW6818'ADEQUATE.
 AW6818'
 AW6818'STATION IS NEAR A SHELL ROAD ON THE HOUSTON FARMS DEVELOPMENT
 AW6818'CO PROPERTY WHERE THE ROAD MAKES AN ACUTE ANGLE FROM SE TO NE
 AW6818'TO CROSS NEW BAYOU.  FROM THIS ANGLE POINT GO NW ALONG THE
 AW6818'ROAD 1358 FEET AND THEN TO THE RIGHT AT RIGHT ANGLE 315 FEET
 AW6818'TO STATION.
 AW6818
 AW6818                          STATION RECOVERY (1962)
 AW6818
 AW6818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW6818'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6818'
 AW6818'THE REVISED DESCRIPTION OF 1960 IS ADEQUATE.
 AW6818
 AW6818                          STATION RECOVERY (1971)
 AW6818
 AW6818'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (LFS)
 AW6818'RECOVERED BY TURNER, COLLIE AND BRADEN INC.
 AW6818'
 AW6818'TRIANGULATION STATION ROBINS-GOOD
 AW6818
 AW6818                          STATION RECOVERY (1997)
 AW6818
 AW6818'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0079 ***********************************************************************
 EN0079  DESIGNATION -  ROBINSON
 EN0079  PID         -  EN0079
 EN0079  STATE/COUNTY-  TX/CHILDRESS
 EN0079  USGS QUAD   -  CAREY (1981)
 EN0079
 EN0079                         *CURRENT SURVEY CONTROL
 EN0079  ___________________________________________________________________
 EN0079* NAD 83(1993)-  34 25 59.26826(N)    100 18 47.91134(W)     ADJUSTED  
 EN0079* NAVD 88     -       612.584  (meters)    2009.79   (feet)  ADJUSTED  
 EN0079  ___________________________________________________________________
 EN0079  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EN0079  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EN0079  DYNAMIC HT  -         611.885 (meters)    2007.49  (feet)  COMP
 EN0079  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 EN0079
 EN0079  HORZ ORDER  -  SECOND
 EN0079  VERT ORDER  -  FIRST     CLASS II
 EN0079
 EN0079.This mark is at Childress Muni (CDS) Airport (CDS)
 EN0079
 EN0079.The horizontal coordinates were established by classical geodetic methods
 EN0079.and adjusted by the National Geodetic Survey in February 1996..
 EN0079
 EN0079.The orthometric height was determined by differential leveling
 EN0079.and adjusted by the National Geodetic Survey in June 1991..
 EN0079
 EN0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0079
 EN0079.The geoid height was determined by GEOID03.
 EN0079
 EN0079.The dynamic height is computed by dividing the NAVD 88
 EN0079.geopotential number by the normal gravity value computed on the
 EN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0079.degrees latitude (g = 980.6199 gals.).
 EN0079
 EN0079.The modeled gravity was interpolated from observed gravity values.
 EN0079
 EN0079;                    North         East     Units Scale Factor Converg.
 EN0079;SPC TX N     - 1,048,706.449   309,076.287   MT  1.00005732   +0 41 15.8
 EN0079;SPC TX N     - 3,440,631.07  1,014,027.78   sFT  1.00005732   +0 41 15.8
 EN0079;SPC TXNC     - 2,308,245.009   433,313.924   MT  1.00016354   -0 59 20.3
 EN0079;SPC TXNC     - 7,572,967.17  1,421,630.77   sFT  1.00016354   -0 59 20.3
 EN0079;UTM  14      - 3,810,964.327   379,333.970   MT  0.99977947   -0 44 33.7
 EN0079
 EN0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0079!SPC TX N     -   0.99990827  x   1.00005732  =   0.99996559
 EN0079!SPC TXNC     -   0.99990827  x   1.00016354  =   1.00007180
 EN0079!UTM  14      -   0.99990827  x   0.99977947  =   0.99968776
 EN0079
 EN0079:                Primary Azimuth Mark                     Grid Az
 EN0079:SPC TX N     -  ROBINSON AZ MK                           183 29 31.4
 EN0079:SPC TXNC     -  ROBINSON AZ MK                           185 10 07.5
 EN0079:UTM  14      -  ROBINSON AZ MK                           184 55 20.9
 EN0079
 EN0079|---------------------------------------------------------------------|
 EN0079| PID    Reference Object                     Distance      Geod. Az  |
 EN0079|                                                           dddmmss.s |
 EN0079| CX8094 ROBINSON AZ MK                                     1841047.2 |
 EN0079| EN0080 ROBINSON RM 1                        11.948 METERS 18710     |
 EN0079| EN0081 ROBINSON RM 2                        12.786 METERS 28630     |
 EN0079|---------------------------------------------------------------------|
 EN0079
 EN0079                          SUPERSEDED SURVEY CONTROL
 EN0079
 EN0079  NAD 83(1993)-  34 25 59.26862(N)    100 18 47.91110(W) AD(       ) 2
 EN0079  NAD 83(1986)-  34 25 59.27367(N)    100 18 47.90379(W) AD(       ) 2
 EN0079  NAD 27      -  34 25 59.05400(N)    100 18 46.47800(W) AD(       ) 2
 EN0079  NGVD 29 (??/??/92)  612.283  (m)         2008.80   (f) ADJ UNCH    1 2
 EN0079
 EN0079.Superseded values are not recommended for survey control.
 EN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0079.See file dsdata.txt to determine how the superseded data were derived.
 EN0079
 EN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7933410964(NAD 83)
 EN0079_MARKER: DS = TRIANGULATION STATION DISK
 EN0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0079_STAMPING: ROBINSON 1935
 EN0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0079+STABILITY: SURFACE MOTION
 EN0079
 EN0079  HISTORY     - Date     Condition        Report By
 EN0079  HISTORY     - 1935     MONUMENTED       CGS
 EN0079  HISTORY     - 1943     GOOD             CGS
 EN0079  HISTORY     - 1945     GOOD             NGS
 EN0079  HISTORY     - 1956     GOOD             CGS
 EN0079  HISTORY     - 1958     MARK NOT FOUND   CGS
 EN0079  HISTORY     - 1961     POOR             CGS
 EN0079
 EN0079                          STATION DESCRIPTION
 EN0079
 EN0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0079'STATION IS LOCATED DUE W OF THE CENTER OF CHILDRESS AND IS NEAR
 EN0079'THE CENTER OF THE W SIDE OF SECTION 289, BLOCK H, ON LAND OWNED
 EN0079'BY MR. JOHN F. ROBINSON.  IT IS ABOUT 1 MILE A LITTLE W OF S
 EN0079'OF MR. ROBINSONS HOUSE ON A KNOLL WHICH IS THE HIGHEST POINT
 EN0079'IN THE VICINITY.  MARK IS SET ON THE HIGHEST PART OF THE KNOLL,
 EN0079'105 FEET S OF E-W QUARTER LINE FENCE AND 135 FEET E OF
 EN0079'CENTER LINE OF N-S SECTION LINE ROAD.
 EN0079'
 EN0079'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0079'BRONZE DISKS SET IN CONCRETE.
 EN0079'
 EN0079'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE S OF STATION IN N-S FENCE,
 EN0079'14 FEET E OF CENTER LINE OF N-S ROAD.
 EN0079'
 EN0079'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 370 AND
 EN0079'83 ON THE W SIDE OF CHILDRESS BY GOING NW 5.3 MILES ON U.S.
 EN0079'HIGHWAY 370 TO A CROSS ROAD (THIS POINT IS 1/4 MILE NW OF
 EN0079'HIGHWAY MARKER 19, OR ABOUT 1/4 MILE SE OF AN UNDERPASS ON
 EN0079'U.S. HIGHWAY 370), TURN LEFT (S) AND GO 2.2 MILES ON SECTION
 EN0079'LINE ROAD TO A POINT OPPOSITE STATION SITE, 135 FEET E.
 EN0079'
 EN0079'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 EN0079
 EN0079                          STATION RECOVERY (1943)
 EN0079
 EN0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 EN0079'ORIGINAL DESCRIPTION ADEQUATE.  THIS STATION IS NOW WITHIN
 EN0079'THE BOUNDARIES OF THE ARMY AIR FORCES BOMBARDIER SCHOOL.
 EN0079'PERMISSION MUST BE OBTAINED BEFORE ENTERING THE AREA.  ALL
 EN0079'MARKS FOUND TO BE IN GOOD CONDITION.
 EN0079
 EN0079                          STATION RECOVERY (1945)
 EN0079
 EN0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 EN0079'6.5 MI W FROM CHILDRESS.
 EN0079'AT THE CHILDRESS ARMY AIR FIELD, ON TOP OF THE HIGHEST POINT OF A
 EN0079'SMALL KNOLL ABOUT 1.8 MILES WEST OF THE CONTROL TOWER, 134.0 FEET EAST
 EN0079'OF AND ABOUT 10.0 FEET HIGHER THAN THE CENTER LINE OF A NORTH AND
 EN0079'SOUTH ROAD, 120.0 FEET EAST OF THE MILITARY RESERVATION FENCE LINE AND
 EN0079'165.0 FEET NORTH OF AN EAST AND WEST POWER LINE.  A BRONZE DISK
 EN0079'STAMPED ROBINSON 1935 SET IN THE TOP OF CONCRETE POST WHICH PROJECTS 7
 EN0079'INCHES ABOVE GROUND.
 EN0079
 EN0079                          STATION RECOVERY (1956)
 EN0079
 EN0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CHB)
 EN0079'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 EN0079'GOOD CONDITION.  HOWEVER, EROSION HAS SET IN, AND THE STATION
 EN0079'WILL TOPPLE OVER AFTER A FEW MORE GOOD RAINS.  DIRECTIONS
 EN0079'FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 EN0079
 EN0079                          STATION RECOVERY (1958)
 EN0079
 EN0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 EN0079'THIS STATION HAS BEEN DESTROYED.  THE STATION MARK, BOTH REFERENCE
 EN0079'MARKS AND THE AZIMUTH MARK WERE FOUND LYING ON TOP OF THE GROUND.
 EN0079'A LARGE CLAY PIT HAS BEEN DUG AT THE STATION SITE AND DIRT
 EN0079'HAS BEEN REMOVED TO A DEPTH OF 6 TO 8 FEET SO THERE WAS NO
 EN0079'DOUBT BUT WHAT THE UNDERGROUND MARK WAS ALSO DESTROYED.
 EN0079'
 EN0079'THE DISKS WERE REMOVED FROM THE CONCRETE POSTS AND HAVE BEEN
 EN0079'FORWARDED TO THE WASHINGTON OFFICE.
 EN0079
 EN0079                          STATION RECOVERY (1961)
 EN0079
 EN0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRM)
 EN0079'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EN0079'BUT IN POOR CONDITION.  TO REACH THE STATION FROM JUNCTION OF
 EN0079'U.S. 83 AND U.S. 287 ON WEST SIDE OF CHILDRESS, GO NORTHWEST
 EN0079'ON U.S. 287 FOR 4.8 MILES TO LOOP 328.  GO WEST ON LOOP 328 FOR
 EN0079'.8 MILE AND TURN LEFT, SOUTH, FOR 2.2 MILES ON COUNTY ROAD.
 EN0079'STATION IS ON LEFT SIDE OF ROAD.  AREA HAS BEEN USED AS BORROW
 EN0079'PIT AND THE STATION AND REFERENCE MARKS HAVE BEEN REMOVED.
 EN0079'CONCRETE POSTS ARE PUSHED OVER BUT ARE IN A FEW FEET OF
 EN0079'CORRECT POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5795 ***********************************************************************
 AW5795  DESIGNATION -  ROBINSON
 AW5795  PID         -  AW5795
 AW5795  STATE/COUNTY-  TX/GALVESTON
 AW5795  USGS QUAD   -  
 AW5795
 AW5795                         *CURRENT SURVEY CONTROL
 AW5795  ___________________________________________________________________
 AW5795* NAD 83(1993)-  29 14 31.46325(N)    094 52 05.96115(W)     ADJUSTED  
 AW5795* NAVD 88     -         4.76   (+/-2cm)      15.6    (feet)  VERTCON   
 AW5795  ___________________________________________________________________
 AW5795  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AW5795  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW5795
 AW5795  HORZ ORDER  -  SECOND
 AW5795  VERT ORDER  -  THIRD ? (See Below)
 AW5795
 AW5795.The horizontal coordinates were established by classical geodetic methods
 AW5795.and adjusted by the National Geodetic Survey in February 1996..
 AW5795
 AW5795.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5795.The vertical order pertains to the NGVD 29 superseded value.
 AW5795
 AW5795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5795
 AW5795.The geoid height was determined by GEOID03.
 AW5795
 AW5795;                    North         East     Units Scale Factor Converg.
 AW5795;SPC TXSC     - 4,163,218.634 1,001,506.619   MT  0.99986455   +2 01 27.0
 AW5795;SPC TXSC     -13,658,826.47  3,285,776.30   sFT  0.99986455   +2 01 27.0
 AW5795;UTM  15      - 3,236,252.155   318,434.177   MT  1.00000680   -0 54 46.5
 AW5795
 AW5795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5795!SPC TXSC     -   1.00000342  x   0.99986455  =   0.99986797
 AW5795!UTM  15      -   1.00000342  x   1.00000680  =   1.00001022
 AW5795
 AW5795:                Primary Azimuth Mark                     Grid Az
 AW5795:SPC TXSC     -  GALVESTON MUN SW TANK                    031 17 03.0
 AW5795:UTM  15      -  GALVESTON MUN SW TANK                    034 13 16.5
 AW5795
 AW5795|---------------------------------------------------------------------|
 AW5795| PID    Reference Object                     Distance      Geod. Az  |
 AW5795|                                                           dddmmss.s |
 AW5795| AW5972 GALVESTON MUN SW TANK               APPROX. 3.3 KM 0331830.0 |
 AW5795| AW5970 GALVESTON MOODY METH CH SPIRE       APPROX. 5.8 KM 0510326.7 |
 AW5795| AW0614 162+87.6                             27.726 METERS 22950     |
 AW5795| AW5804 H 52 TX                             APPROX. 1.7 KM 2383728.1 |
 AW5795| AW5807 GALVESTON CABLE TV MAST             APPROX. 4.1 KM 2574209.7 |
 AW5795| AW5796 H 51 TX PTA                           7.683 METERS 31035     |
 AW5795| AW5794 H 51 TX                             114.267 METERS 31035     |
 AW5795| CV9346 ROBINSON RM 1                        25.504 METERS 32226     |
 AW5795|---------------------------------------------------------------------|
 AW5795
 AW5795                          SUPERSEDED SURVEY CONTROL
 AW5795
 AW5795  NAD 83(1986)-  29 14 31.47775(N)    094 52 05.94140(W) AD(       ) 2
 AW5795  NAD 27      -  29 14 30.61891(N)    094 52 05.23184(W) AD(       ) 2
 AW5795  NGVD 29 (07/19/86)    4.76   (m)           15.6    (f) LEVELING    3  
 AW5795
 AW5795.Superseded values are not recommended for survey control.
 AW5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5795.See file dsdata.txt to determine how the superseded data were derived.
 AW5795
 AW5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1843436252(NAD 83)
 AW5795_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW5795_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW5795+WITH SETTING: PAVEMENT
 AW5795_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5795+STABILITY: SURFACE MOTION
 AW5795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5795+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AW5795
 AW5795  HISTORY     - Date     Condition        Report By
 AW5795  HISTORY     - 1978     MONUMENTED       NGS
 AW5795  HISTORY     - 1979     GOOD             NOS
 AW5795  HISTORY     - 1982     GOOD             NOS
 AW5795  HISTORY     - 1987     GOOD             USPSQD
 AW5795  HISTORY     - 1987     GOOD             USPSQD
 AW5795  HISTORY     - 1988     GOOD             USPSQD
 AW5795  HISTORY     - 1989     GOOD             USPSQD
 AW5795  HISTORY     - 1989     GOOD             USPSQD
 AW5795  HISTORY     - 1989     GOOD             USPSQD
 AW5795  HISTORY     - 1989     GOOD             USPSQD
 AW5795  HISTORY     - 1989     GOOD             USPSQD
 AW5795  HISTORY     - 1989     GOOD             USPSQD
 AW5795  HISTORY     - 19950722 GOOD             USPSQD
 AW5795  HISTORY     - 20010730 GOOD             NGS
 AW5795  HISTORY     - 20031215 GOOD             USPSQD
 AW5795  HISTORY     - 20050131 GOOD             USPSQD
 AW5795
 AW5795                          STATION DESCRIPTION
 AW5795
 AW5795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW5795'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF GALVESTON
 AW5795'AT THE EXTREME SOUTHWEST END OF THE CONCRETE SEAWALL PROTECTING
 AW5795'GALVESTON.  IT IS ON PROPERTY OWNED BY THE CITY OF GALVESTON.
 AW5795'PERMISSION WAS OBTAINED FROM PETER H. EARLY, CITY ENGINEER,
 AW5795'P.O. BOX 779, GALVESTON, TEXAS 77551.
 AW5795'
 AW5795'TO REACH FROM THE JUNCTION OF STATE HIGHWAY SPUR 342 (61ST
 AW5795'STREET) AND SEAWALL BOULEVARD IN GALVESTON, GO SOUTHWEST ON
 AW5795'SEAWALL BOULEVARD FOR 2.7 MILES TO THE JUNCTION OF FARM ROAD
 AW5795'3005 ON THE RIGHT.  KEEP LEFT ON SEAWALL BOULEVARD FOR 0.3 MILE
 AW5795'TO A BARRICADE AT THE END OF THE STREET AND THE STATION.
 AW5795'
 AW5795'THE STATION IS A STANDARD NGS DISK
 AW5795'STAMPED---ROBINSON 1978---,
 AW5795'SET INTO A DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL.  IT IS
 AW5795'24.4 FEET WEST FROM A MEMORIAL PLAQUE FOR THEODORE ROBINSON,
 AW5795'16.0 FEET NORTHWEST FROM THE SOUTHEAST EDGE OF THE SEAWALL, AND
 AW5795'3.9 FEET SOUTHEAST FROM THE EDGE OF THE ASPHALT.
 AW5795'
 AW5795'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AW5795'STAMPED---ROBINSON NO 1 1978---,
 AW5795'SET INTO A DRILL HOLE IN A CONCRETE SLAB.  IT IS
 AW5795'23.4 FEET EAST FROM A POWER POLE WITH LIGHT ATTACHED,
 AW5795'19.4 FEET SOUTH FROM A FENCE POST SET IN A SIDEWALK, AND
 AW5795'1.6 FEET WEST FROM THE EDGE OF THE PAVEMENT.
 AW5795'
 AW5795'REFERENCE MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK
 AW5795'STAMPED---162 + 87.6---,
 AW5795'SET INTO A DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL.  IT IS
 AW5795'10.0 FEET NORTHEAST FROM THE SOUTHWEST END OF THE SEAWALL AND
 AW5795'1.4 FEET NORTHWEST FROM THE SOUTHEAST EDGE OF THE SEAWALL.
 AW5795'
 AW5795'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 5.0 METERS.  A
 AW5795'TRAVERSE CONNECTION, REDUCED TO SEA LEVEL, WAS MADE TO STATION
 AW5795'162 + 87.6 USE.
 AW5795
 AW5795                          STATION RECOVERY (1979)
 AW5795
 AW5795'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5795'THE STATION, REFERENCE MARK 1 AND 162 + 87.6 USE WERE RECOVERED
 AW5795'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 AW5795'REFERENCE POINTS COMPARED FAVORABLY.  THE 1978 DESCRIPTION
 AW5795'IS ADEQUATE.
 AW5795'
 AW5795'HEIGHT OF LIGHT SHOWN WAS 1.53 METERS.
 AW5795
 AW5795                          STATION RECOVERY (1982)
 AW5795
 AW5795'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RKM)
 AW5795'STATION AND RM 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5795
 AW5795                          STATION RECOVERY (1987)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW5795'RECOVERED IN GOOD CONDITION.
 AW5795
 AW5795                          STATION RECOVERY (1987)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 AW5795'RECOVERED IN GOOD CONDITION.
 AW5795
 AW5795                          STATION RECOVERY (1988)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW5795'RECOVERED IN GOOD CONDITION.
 AW5795
 AW5795                          STATION RECOVERY (1989)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 1989 (PT)
 AW5795'RECOVERED IN GOOD CONDITION.
 AW5795
 AW5795                          STATION RECOVERY (1989)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW5795'RECOVERED IN GOOD CONDITION.
 AW5795
 AW5795                          STATION RECOVERY (1989)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW5795'RECOVERED IN GOOD CONDITION.
 AW5795
 AW5795                          STATION RECOVERY (1989)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW5795'RECOVERED IN GOOD CONDITION.
 AW5795
 AW5795                          STATION RECOVERY (1989)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW5795'RECOVERED IN GOOD CONDITION.
 AW5795
 AW5795                          STATION RECOVERY (1989)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW5795'RECOVERED IN GOOD CONDITION.
 AW5795
 AW5795                          STATION RECOVERY (1995)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5795'RECOVERED IN GOOD CONDITION.
 AW5795
 AW5795                          STATION RECOVERY (2001)
 AW5795
 AW5795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5795'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW5795
 AW5795                          STATION RECOVERY (2003)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5795'ROBINSON AND REF.1 ARE BOTH THERE.
 AW5795
 AW5795                          STATION RECOVERY (2005)
 AW5795
 AW5795'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0445 ***********************************************************************
 BO0445  DESIGNATION -  ROBINSON
 BO0445  PID         -  BO0445
 BO0445  STATE/COUNTY-  TX/SCHLEICHER
 BO0445  USGS QUAD   -  ADAMS NW (1982)
 BO0445
 BO0445                         *CURRENT SURVEY CONTROL
 BO0445  ___________________________________________________________________
 BO0445* NAD 83(1993)-  30 56 31.03613(N)    100 25 24.25674(W)     ADJUSTED  
 BO0445* NAVD 88     -       727.     (meters)    2385.     (feet)  SCALED    
 BO0445  ___________________________________________________________________
 BO0445  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 BO0445  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 BO0445
 BO0445  HORZ ORDER  -  FIRST
 BO0445
 BO0445.The horizontal coordinates were established by classical geodetic methods
 BO0445.and adjusted by the National Geodetic Survey in February 1996..
 BO0445
 BO0445.The orthometric height was scaled from a topographic map.
 BO0445
 BO0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0445
 BO0445.The geoid height was determined by GEOID03.
 BO0445
 BO0445;                    North         East     Units Scale Factor Converg.
 BO0445;SPC TX C     - 3,141,375.393   691,393.613   MT  0.99988228   -0 02 47.0
 BO0445;SPC TX C     -10,306,329.10  2,268,347.21   sFT  0.99988228   -0 02 47.0
 BO0445;UTM  14      - 3,424,037.620   364,024.283   MT  0.99982807   -0 43 55.1
 BO0445
 BO0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0445!SPC TX C     -   0.99988938  x   0.99988228  =   0.99977167
 BO0445!UTM  14      -   0.99988938  x   0.99982807  =   0.99971747
 BO0445
 BO0445:                Primary Azimuth Mark                     Grid Az
 BO0445:SPC TX C     -  ROBINSON AZ MK                           090 15 03.1
 BO0445:UTM  14      -  ROBINSON AZ MK                           090 56 11.2
 BO0445
 BO0445|---------------------------------------------------------------------|
 BO0445| PID    Reference Object                     Distance      Geod. Az  |
 BO0445|                                                           dddmmss.s |
 BO0445| CV6120 ROBINSON AZ MK                                     0901216.1 |
 BO0445| CV6121 ROBINSON RM 1                        53.257 METERS 20124     |
 BO0445| CV6122 ROBINSON RM 2                        61.319 METERS 32751     |
 BO0445|---------------------------------------------------------------------|
 BO0445
 BO0445                          SUPERSEDED SURVEY CONTROL
 BO0445
 BO0445  NAD 83(1986)-  30 56 31.04239(N)    100 25 24.24342(W) AD(       ) 1
 BO0445  NAD 27      -  30 56 30.42700(N)    100 25 22.90800(W) AD(       ) 1
 BO0445
 BO0445.Superseded values are not recommended for survey control.
 BO0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0445.See file dsdata.txt to determine how the superseded data were derived.
 BO0445
 BO0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6402424038(NAD 83)
 BO0445_MARKER: DS = TRIANGULATION STATION DISK
 BO0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0445
 BO0445  HISTORY     - Date     Condition        Report By
 BO0445  HISTORY     - 1935     MONUMENTED       CGS
 BO0445  HISTORY     - 1937     GOOD             TXHD
 BO0445
 BO0445                          STATION DESCRIPTION
 BO0445
 BO0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0445'STATION IS LOCATED ON THE PROPERTY OF LUKE ROBINSON, ABOUT 11-1/2
 BO0445'MILES ENE FROM ELDORADO, JUST N OF THE ELDORADO-RUDD ROAD.
 BO0445'STATION IS 85 FEET E OF EXTENDED CENTER LINE OF N-S ROAD, 32
 BO0445'FEET N OF CENTER LINE OF E-W ROAD, AND 11 FEET N OF N RIGHT-OF-WAY
 BO0445'FENCE LINE, PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE.
 BO0445'
 BO0445'SURFACE, REFERENCE AND AZIMTH MARKS ARE STANDARD BRONZE DISKS
 BO0445'SET IN CONCRETE.
 BO0445'
 BO0445'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 BO0445'HOLE IN BEDROCK 15 INCHES BELOW THE GROUND.
 BO0445'
 BO0445'REFERENCE MARK NO. 1 IS 174.72 FEET SSW OF STATION, 25 FEET E
 BO0445'OF CENTER LINE OF N-S ROAD, 2 FEET E OF E RIGHT-OF-WAY FENCE LINE,
 BO0445'AND PROJECTS ABOUT 12 INCHES.
 BO0445'
 BO0445'REFERENCE MARK NO. 2 IS 201.19 FEET NW OF STATION, 1.5 FEET E
 BO0445'OF N-S FENCE, AND PROJECTS ABOUT 10 INCHES.
 BO0445'
 BO0445'AZIMUTH MARK IS APPROXIMATELY 1.8 MILES E FROM STATION, 0.1
 BO0445'MILE W OF A BUMPER GATE, 30 FEET S OF CENTER LINE OF E-W ROAD, 10
 BO0445'FEET S OF S RIGHT-OF-WAY FENCE LINE, AND PROJECTS ABOUT 6 INCHES.
 BO0445'REACHED FROM STATION BY GOING E ON RUDD ROAD 1.8 MILES TO TOP OF
 BO0445'GRADE AND MARK ON RIGHT.
 BO0445'
 BO0445'STATION IS REACHED FROM THE COURTHOUSE IN ELDORADO BY GOING
 BO0445'N ON U.S. HIGHWAY 277 (PAVED) 0.955 MILE ANDTURN RIGHT (E) ON
 BO0445'GRADED ROAD (RUDD ROAD) AT ROCK TOURIST CAMP.  FOLLOW THIS MAIN
 BO0445'ROAD 6.7 MILES AND CONTINUE ON IT AT A SHARP RIGHT CURVE (E).
 BO0445'PROCEED 5.0 MILES OR 2.0 MILES BEYOND A T-ROAD LEFT (N) AND
 BO0445'FOLLOW MAIN ROAD LEFT (N).  CONTINUE N 1.0 MILE TO A SHARP RIGHT
 BO0445'CURVE (E) AND STATION.
 BO0445'
 BO0445'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BO0445
 BO0445                          STATION RECOVERY (1937)
 BO0445
 BO0445'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0445'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND AS
 BO0445'DESCRIBED.  DESCRIPTION FOR LOCATING STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0477 ***********************************************************************
 BO0477  DESIGNATION -  ROBINSON
 BO0477  PID         -  BO0477
 BO0477  STATE/COUNTY-  TX/SUTTON
 BO0477  USGS QUAD   -  FLAT ROCK DRAW SW (1982)
 BO0477
 BO0477                         *CURRENT SURVEY CONTROL
 BO0477  ___________________________________________________________________
 BO0477* NAD 83(1993)-  30 18 19.34738(N)    100 55 57.40645(W)     ADJUSTED  
 BO0477* NAVD 88     -       661.     (meters)    2169.     (feet)  SCALED    
 BO0477  ___________________________________________________________________
 BO0477  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 BO0477  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 BO0477
 BO0477  HORZ ORDER  -  SECOND
 BO0477
 BO0477.The horizontal coordinates were established by classical geodetic methods
 BO0477.and adjusted by the National Geodetic Survey in February 1996..
 BO0477
 BO0477.The orthometric height was scaled from a topographic map.
 BO0477
 BO0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0477
 BO0477.The geoid height was determined by GEOID03.
 BO0477
 BO0477;                    North         East     Units Scale Factor Converg.
 BO0477;SPC TX C     - 3,070,960.427   642,358.471   MT  0.99995498   -0 18 31.2
 BO0477;SPC TX C     -10,075,309.33  2,107,471.08   sFT  0.99995498   -0 18 31.2
 BO0477;SPC TXSC     - 4,275,516.094   414,110.192   MT  1.00000644   -0 56 48.5
 BO0477;SPC TXSC     -14,027,255.72  1,358,626.52   sFT  1.00000644   -0 56 48.5
 BO0477;UTM  14      - 3,354,206.023   314,159.865   MT  1.00002609   -0 58 31.8
 BO0477
 BO0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0477!SPC TX C     -   0.99989985  x   0.99995498  =   0.99985483
 BO0477!SPC TXSC     -   0.99989985  x   1.00000644  =   0.99990629
 BO0477!UTM  14      -   0.99989985  x   1.00002609  =   0.99992593
 BO0477
 BO0477:                Primary Azimuth Mark                     Grid Az
 BO0477:SPC TX C     -  ALDWELL                                  029 34 48.3
 BO0477:SPC TXSC     -  ALDWELL                                  030 13 05.6
 BO0477:UTM  14      -  ALDWELL                                  030 14 48.9
 BO0477
 BO0477|---------------------------------------------------------------------|
 BO0477| PID    Reference Object                     Distance      Geod. Az  |
 BO0477|                                                           dddmmss.s |
 BO0477| BO0475 ALDWELL                             APPROX.13.2 KM 0291617.1 |
 BO0477| CV6124 ROBINSON RM 1                        11.405 METERS 06521     |
 BO0477| CV6123 ROBINSON AZ MK                                     1031111.6 |
 BO0477| CV6125 ROBINSON RM 2                         9.552 METERS 14802     |
 BO0477|---------------------------------------------------------------------|
 BO0477
 BO0477                          SUPERSEDED SURVEY CONTROL
 BO0477
 BO0477  NAD 83(1986)-  30 18 19.34461(N)    100 55 57.39629(W) AD(       ) 2
 BO0477  NAD 27      -  30 18 18.67700(N)    100 55 56.02700(W) AD(       ) 2
 BO0477
 BO0477.Superseded values are not recommended for survey control.
 BO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0477.See file dsdata.txt to determine how the superseded data were derived.
 BO0477
 BO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU1416054206(NAD 83)
 BO0477_MARKER: DD = SURVEY DISK
 BO0477_SETTING: 66 = SET IN ROCK OUTCROP
 BO0477
 BO0477  HISTORY     - Date     Condition        Report By
 BO0477  HISTORY     - 1943     MONUMENTED       CGS
 BO0477  HISTORY     - 1964     GOOD             CGS
 BO0477  HISTORY     - 1971     GOOD             USGS
 BO0477
 BO0477                          STATION DESCRIPTION
 BO0477
 BO0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0477'THE STATION IS LOCATED ABOUT 16-1/2 MILES, AIR LINE, NE OF
 BO0477'JUNO, 35-1/2 MILES SSE OF OZONA, 1 MILE SE OF THE SONORA-JUNO
 BO0477'HIGHWAY, AND 4 MILES NE OF THE ROBINSON RANCH.  IT IS A
 BO0477'SPARSLY BRUSH-COVERED MESA WHICH OVERLOOKS THE DEVILS RIVER
 BO0477'VALLEY AND DROPS OFF TO THE SW IN BLUFFS.
 BO0477'
 BO0477'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BO0477'IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF
 BO0477'THE GROUND.  IT IS ABOUT 50 FEET SW OF A CLUMP OF THIN-TRUNKED
 BO0477'TREES.  STAMPED ROBINSON 1943.
 BO0477'
 BO0477'NO UNDERGROUND MARK WAS ESTABLISHED.
 BO0477'
 BO0477'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL
 BO0477'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 BO0477'OF THE GROUND AND APPROXIMATELY THE SAME HEIGHT AS THE STATION
 BO0477'MARK.  IT IS STAMPED ROBINSON NO. 1 1943.
 BO0477'
 BO0477'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL
 BO0477'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 BO0477'OF THE GROUND AND THE SAME HEIGHT AS THE STATION MARK.  IT
 BO0477'IS STAMPED ROBINSON NO. 2 1943.
 BO0477'
 BO0477'THE AZIMUTH MARK IS SE 1/4 MILE, NEAR TWO LONE SCRUB CEDAR
 BO0477'TREES AND 8 FEET SE OF A 2-FOOT ROCK CAIRN.  IT IS A BRONZE
 BO0477'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 BO0477'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BO0477'STAMPED ROBINSON 1943.
 BO0477'
 BO0477'TO REACH THE STATION FROM OZONA GO S ON STATE HIGHWAY 163
 BO0477'FOR 41 MILES TO THE JUNCTION WITH THE SONORA-JUNO HIGHWAY
 BO0477'ON THE LEFT.  THIS POINT IS 1.6 MILES N OF THE JUNO POST
 BO0477'OFFICE.  TURN LEFT ONTO THE SONORA HIGHWAY AND GO NE TOWARD
 BO0477'SONORA 13.8 MILES TO A CATTLE GUARD AND A SIGN POST ON THE
 BO0477'LEFT SUTTON- VAL VERDE COUNTY LINE.  PASS THROUGH THE GATE
 BO0477'AND CONTINUE ON THE MAIN-TRAVELED ROAD 2.0 MILES TO ANOTHER
 BO0477'CATTLE GUARD.  DO NOT PASS THROUGH THE CATTLE GUARD BUT TURN
 BO0477'RIGHT, E, AND GO ALONG THE S SIDE OF THE FENCE ACROSS COUNTRY
 BO0477'FOR 0.3 MILE.  AT THIS POINT LEAVE THE FENCE AND WORK WAY
 BO0477'SE 0.2 MILE TO A N-S FENCE LINE, THENCE FOLLOW ALONG THE W
 BO0477'SIDE SOUTHERLY FOR 0.1 MILE TO A WASH AND THE END OF TRUCK
 BO0477'TRAVEL.  FROM HERE PACK SOUTHEASTERLY UP A SMALL VALLEY
 BO0477'1/4 MILE TO BLUFFS AT THE EDGE OF THE MESA, THENCE
 BO0477'CONTINUE SOUTHEASTERLY TO THE TOP OF THE MESA.  THE
 BO0477'STATION IS ABOUT 1/4 MILE SE OF THIS POINT.  PACK SE ALONG
 BO0477'THE TOP TO THE HIGHEST POINT AND STATION.  A 15-MINUTE PACK.
 BO0477
 BO0477                          STATION RECOVERY (1964)
 BO0477
 BO0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FWB)
 BO0477'STATION RECOVERED IN GOOD CONDITION.
 BO0477
 BO0477                          STATION RECOVERY (1971)
 BO0477
 BO0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0477'THE STATION IS LOCATED SOUTHWEST 25 MILES AIRLINE DISTANCE FROM
 BO0477'SONORA, TEXAS, 1 MILE EAST OF DEVILS RIVER, AND 1 MILE
 BO0477'NORTH OF RANCH ROAD 189, NEAR CENTER OF A LARGE, FLAT MESA ON
 BO0477'LAND OWNED BY M. BLEDSOE, BUT LEASED TO FRANK FISH.
 BO0477'
 BO0477'TO REACH FROM SONORA, TEXAS, GO 16 MILES SOUTH ON U.S. HIGHWAY
 BO0477'277 TO RANCH ROAD 189 RIGHT, GO 16.9 MILES WEST ON RANCH
 BO0477'ROAD 189 TO TRACK ROAD RIGHT (NORTH), GO 0.2 MILES NORTH ON
 BO0477'TRACK ROAD TO WINDMILL AND CORRAL, PASS THRU 2 GATES INTO
 BO0477'PASTURE NORTHWEST, AND GO 0.8 MILES NORTH ON TRACK ROAD ALONG
 BO0477'WEST SIDE OF FENCE TO END OF ROAD.  CONTINUE 0.4 MILES
 BO0477'NORTH ACROSS COUNTRY UP NOSE OF RIDGE TO TOP OF EAST-WEST
 BO0477'RIDGE, TURN LEFT AND GO 1.1 MILES WEST ACROSS COUNTRY ALONG
 BO0477'TOP OF EAST-WEST RIDGE TO STATION SITE.  9 FEET EAST OF A
 BO0477'USC AND GS WITNESS SIGN MOUNTED ON A METAL POST.
 BO0477'
 BO0477'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 BO0477'DISKS SET IN BEDROCK, FLUSH WITH THE GROUND.
 BO0477'
 BO0477'STATION MARK--DISK STAMPED, ROBINSON 1943.
 BO0477'
 BO0477'REFERENCE MARK NO. 1--DISK STAMPED, ROBINSON-NO. 1 1943.
 BO0477'
 BO0477'REFERENCE MARK NO. 2--DISK STAMPED, ROBINSON-NO. 2 1943.
 BO0477'
 BO0477'STATION ALDWELL USC AND GS 1943 IS VISIBLE FROM THE GROUND
 BO0477'AT THIS STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL
 BO0477'OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1300 ***********************************************************************
 BZ1300  DESIGNATION -  ROBINSON
 BZ1300  PID         -  BZ1300
 BZ1300  STATE/COUNTY-  TX/MCLENNAN
 BZ1300  USGS QUAD   -  ROBINSON (1993)
 BZ1300
 BZ1300                         *CURRENT SURVEY CONTROL
 BZ1300  ___________________________________________________________________
 BZ1300* NAD 83(1993)-  31 28 06.23037(N)    097 07 07.57596(W)     ADJUSTED  
 BZ1300* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 BZ1300  ___________________________________________________________________
 BZ1300  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 BZ1300  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BZ1300
 BZ1300  HORZ ORDER  -  FIRST
 BZ1300
 BZ1300.The horizontal coordinates were established by classical geodetic methods
 BZ1300.and adjusted by the National Geodetic Survey in February 1996..
 BZ1300
 BZ1300.The orthometric height was scaled from a topographic map.
 BZ1300
 BZ1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1300
 BZ1300.The geoid height was determined by GEOID03.
 BZ1300
 BZ1300;                    North         East     Units Scale Factor Converg.
 BZ1300;SPC TX C     - 3,204,147.151 1,005,425.024   MT  0.99991485   +1 39 20.5
 BZ1300;SPC TX C     -10,512,272.78  3,298,631.93   sFT  0.99991485   +1 39 20.5
 BZ1300;UTM  14      - 3,483,046.029   678,724.409   MT  0.99999399   +0 58 56.3
 BZ1300
 BZ1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1300!SPC TX C     -   0.99997970  x   0.99991485  =   0.99989455
 BZ1300!UTM  14      -   0.99997970  x   0.99999399  =   0.99997369
 BZ1300
 BZ1300|---------------------------------------------------------------------|
 BZ1300| PID    Reference Object                     Distance      Geod. Az  |
 BZ1300|                                                           dddmmss.s |
 BZ1300| CV6285 SE CORNER OF PUBLIC SCHL                           24200     |
 BZ1300|---------------------------------------------------------------------|
 BZ1300
 BZ1300                          SUPERSEDED SURVEY CONTROL
 BZ1300
 BZ1300  NAD 83(1986)-  31 28 06.24075(N)    097 07 07.55850(W) AD(       ) 1
 BZ1300  NAD 27      -  31 28 05.63200(N)    097 07 06.56800(W) AD(       ) 1
 BZ1300
 BZ1300.Superseded values are not recommended for survey control.
 BZ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1300.See file dsdata.txt to determine how the superseded data were derived.
 BZ1300
 BZ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7872483046(NAD 83)
 BZ1300_MARKER: DS = TRIANGULATION STATION DISK
 BZ1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1300
 BZ1300  HISTORY     - Date     Condition        Report By
 BZ1300  HISTORY     - 1943     MONUMENTED       CGS
 BZ1300  HISTORY     - 19910423 GOOD             USPSQD
 BZ1300  HISTORY     - 19910423 POOR             USPSQD
 BZ1300  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1300
 BZ1300                          STATION DESCRIPTION
 BZ1300
 BZ1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1300'THE STATION IS LOCATED ABOUT 6 MILES SE OF WACO, ON THE PUBLIC
 BZ1300'SCHOOL GROUNDS IN THE W END OF THE VILLAGE OF ROBINSON.
 BZ1300'IT IS 0.15 MILE W OF U.S. HIGHWAY 77, 195 FEET E OF SE CORNER
 BZ1300'OF SCHOOLHOUSE, 50 FEET W OF CENTER LINE OF PAVED STREET
 BZ1300'AND 42.5 FEET S OF CONCRETE WALK LEADING TO SCHOOLHOUSE.
 BZ1300'DISK IS STAMPED ROBINSON 1942 AND PROJECTS 3 INCHES.
 BZ1300'
 BZ1300'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1300'DISKS SET IN CONCRETE.
 BZ1300'
 BZ1300'REFERENCE MARK NO. 1 IS NE OF STATION IN N END OF PARKING
 BZ1300'LOT ON SCHOOL GROUND AND 50 FEET W OF PAVED STREET.  DISK
 BZ1300'IS STAMPED ROBINSON 1942 AND PROJECTS 6 INCHES.
 BZ1300'
 BZ1300'REFERENCE MARK NO. 2 IS WSW OF STATION IN S FENCE LINE
 BZ1300'OF SCHOOLYARD AND 30 FEET NW OF A SMALL WHITE HOUSE.  DISK
 BZ1300'IS STAMPED ROBINSON 1942 AND PROJECTS 4 INCHES.
 BZ1300'
 BZ1300'AZIMUTH MARK IS 1.2 MILES N OF STATION, 20 FEET N OF CENTER
 BZ1300'LINE OF PAVED ROAD, 35 FEET W OF A TELEPHONE POLE AND 1 FOOT
 BZ1300'S OF E-W FENCE LINE.  DISK IS STAMPED ROBINSON 1942 AND
 BZ1300'PROJECTS 8 INCHES.  TO REACH FROM STATION GO N ON STREET
 BZ1300'IN FROM STATION FOR 1 MILE TO A T-INTERSECTION, TURN LEFT,
 BZ1300'W, AND GO 0.7 MILE TO MARK ON RIGHT.
 BZ1300'
 BZ1300'TO REACH THE STATION FROM THE COURTHOUSE IN WACO GO SW ON
 BZ1300'WASHINGTON AVENUE AND U.S. HIGHWAY 77 FOR 1 MILE, TURN LEFT
 BZ1300'S ON U.S. HIGHWAY 77 AND GO 1.95 MILES TO TRAFFIC CIRCLE,
 BZ1300'CONTINUE S ON U.S. HIGHWAY 77 FOR 3.9 MILES TO A PAVED CROSSROADS
 BZ1300'IN THE VILLAGE OF ROBINSON (CROSSROADS IS 0.05 MILE S OF
 BZ1300'ST. JOHNS CHURCH ON LEFT), TURN RIGHT W ON PAVED STREET
 BZ1300'AND GO 0.15 MILE TO ROBINSON PUBLIC SCHOOL AND STATION.
 BZ1300'
 BZ1300'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BZ1300
 BZ1300                          STATION RECOVERY (1991)
 BZ1300
 BZ1300'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1300'RECOVERED IN GOOD CONDITION.
 BZ1300
 BZ1300                          STATION RECOVERY (1991)
 BZ1300
 BZ1300'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGN)
 BZ1300'MARK RECOVERED IN POOR CONDITION.
 BZ1300
 BZ1300                          STATION RECOVERY (2001)
 BZ1300
 BZ1300'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1155 ***********************************************************************
 CA1155  DESIGNATION -  ROBINSON
 CA1155  PID         -  CA1155
 CA1155  STATE/COUNTY-  TX/COLEMAN
 CA1155  USGS QUAD   -  NOVICE EAST (1987)
 CA1155
 CA1155                         *CURRENT SURVEY CONTROL
 CA1155  ___________________________________________________________________
 CA1155* NAD 83(1993)-  31 56 08.40625(N)    099 30 17.47024(W)     ADJUSTED  
 CA1155* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 CA1155  ___________________________________________________________________
 CA1155  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CA1155  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CA1155
 CA1155  HORZ ORDER  -  SECOND
 CA1155
 CA1155.The horizontal coordinates were established by classical geodetic methods
 CA1155.and adjusted by the National Geodetic Survey in February 1996..
 CA1155
 CA1155.The orthometric height was scaled from a topographic map.
 CA1155
 CA1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1155
 CA1155.The geoid height was determined by GEOID03.
 CA1155
 CA1155;                    North         East     Units Scale Factor Converg.
 CA1155;SPC TX C     - 3,251,835.254   778,340.745   MT  1.00001448   +0 25 36.2
 CA1155;SPC TX C     -10,668,729.50  2,553,606.26   sFT  1.00001448   +0 25 36.2
 CA1155;SPC TXNC     - 2,030,285.528   504,977.751   MT  1.00006061   -0 32 52.9
 CA1155;SPC TXNC     - 6,661,028.44  1,656,747.84   sFT  1.00006061   -0 32 52.9
 CA1155;UTM  14      - 3,533,416.267   452,280.411   MT  0.99962808   -0 16 01.4
 CA1155
 CA1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1155!SPC TX C     -   0.99990484  x   1.00001448  =   0.99991932
 CA1155!SPC TXNC     -   0.99990484  x   1.00006061  =   0.99996544
 CA1155!UTM  14      -   0.99990484  x   0.99962808  =   0.99953295
 CA1155
 CA1155|---------------------------------------------------------------------|
 CA1155| PID    Reference Object                     Distance      Geod. Az  |
 CA1155|                                                           dddmmss.s |
 CA1155| CV6127 ROBINSON RM 1                         9.667 METERS 05849     |
 CA1155| CA1073 COLEMAN RADIO STA KSTA MAST         APPROX.11.6 KM 1403809.0 |
 CA1155| CA1080 COLEMAN SW ST TEL CO MICROWAVE      APPROX.13.2 KM 1511342.8 |
 CA1155| CA1071 COLEMAN CO ELEC COOP RAD MAST       APPROX.13.1 KM 1521441.2 |
 CA1155| CA1079 COLEMAN WESTERN COMM RAD MAST       APPROX.13.3 KM 1525052.2 |
 CA1155| CA1078 COLEMAN TV CABLE CO RADIO MAST      APPROX.13.8 KM 1540326.1 |
 CA1155| CA1074 COLEMAN TV CABLE CO MICROWAVE       APPROX.13.8 KM 1540308.3 |
 CA1155| CV6126 ROBINSON AZ MK                                     1605230.6 |
 CA1155| CV6128 ROBINSON RM 2                        14.134 METERS 32647     |
 CA1155|---------------------------------------------------------------------|
 CA1155
 CA1155                          SUPERSEDED SURVEY CONTROL
 CA1155
 CA1155  NAD 83(1986)-  31 56 08.41402(N)    099 30 17.45676(W) AD(       ) 2
 CA1155  NAD 27      -  31 56 07.89900(N)    099 30 16.21500(W) AD(       ) 2
 CA1155
 CA1155.Superseded values are not recommended for survey control.
 CA1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1155.See file dsdata.txt to determine how the superseded data were derived.
 CA1155
 CA1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5228033416(NAD 83)
 CA1155_MARKER: DS = TRIANGULATION STATION DISK
 CA1155_SETTING: 66 = SET IN ROCK OUTCROP
 CA1155
 CA1155  HISTORY     - Date     Condition        Report By
 CA1155  HISTORY     - 1944     MONUMENTED       CGS
 CA1155  HISTORY     - 1961     GOOD             CGS
 CA1155  HISTORY     - 1968     GOOD             CGS
 CA1155  HISTORY     - 1982     GOOD             NGS
 CA1155
 CA1155                          STATION DESCRIPTION
 CA1155
 CA1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1155'STATION IS LOCATED ABOUT 8.5 MILES NW OF COLEMAN, ABOUT 3
 CA1155'MILES ESE OF SILVER VALLEY, AND ON THE SE END OF ROBISON PEAK.
 CA1155'IT IS 30 FEET E OF A 12-INCH LIVE OAK TREE THAT HAS A TRIANGULAR
 CA1155'BLAZE ON THE N SIDE.
 CA1155'
 CA1155'STATION MARK IS SET IN AN OUTCROP OF BEDROCK THAT IS ABOUT 8
 CA1155'FEET ACROSS AND ABOUT 9 FEET LONG.  IT IS STAMPED ROBINSON 1944.
 CA1155'IT IS A BRONZE STATION DISK.  REFERENCE MARKS ARE BRONZE
 CA1155'REFERENCE DISKS.  REFERENCE MARK 1 IS IN A LONG NARROW OUTCROP
 CA1155'OF BEDROCK.
 CA1155'
 CA1155'REFERENCE MARK 2 IS NW OF THE STATION SET IN AN OUTCROP OF
 CA1155'BEDROCK.
 CA1155'
 CA1155'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE.  IT IS SE OF
 CA1155'THE STATION, AT THE N END OF A CURVE IN THE ROAD, 125 FEET
 CA1155'N OF A GATE, 25 FEET NW OF THE CENTER LINE OF THE ROAD, AND
 CA1155'IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 6 INCHES.
 CA1155'
 CA1155'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CA1155'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CA1155'
 CA1155'TO REACH THE STATION FROM COLEMAN, GO N ON U.S. HIGHWAYS 84
 CA1155'AND 183 AND STATE HIGHWAY 206 FOR ABOUT 2 MILES TO THEIR
 CA1155'JUNCTION.  CONTINUE ON U.S. HIGHWAY 84 FOR 7.8 MILES TO A
 CA1155'CROSS ROAD JUST AFTER PASSING THE SUMMIT OF A RIDGE.  TURN
 CA1155'RIGHT ON DIRT ROAD FOR 0.25 MILE TO A T-ROAD RIGHT.  TURN
 CA1155'RIGHT AND GO 0.6 MILE TO A DIM ROAD LEFT JUST W OF A SMALL
 CA1155'CEMETERY.* BEAR LEFT THROUGH A WIRE GATE AND AROUND THE W
 CA1155'SIDE OF THE HILL ON DIM ROAD TO THE TOP OF THE HILL.  TURN
 CA1155'RIGHT AT THE TOP OF HILL AND GO ABOUT 0.1 MILE TO THE SE END
 CA1155'OF THE HILL TO STATION.
 CA1155'
 CA1155'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO E 0.25 MILE TO
 CA1155'A CROSS ROAD, TURN S AND GO 0.4 MILE TO THE MARK ON THE W
 CA1155'SIDE OF THE ROAD.
 CA1155'
 CA1155'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CA1155
 CA1155                          STATION RECOVERY (1961)
 CA1155
 CA1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1155'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CA1155'MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 CA1155'CONDITION, THE DISTANCE AND DIRECTIONS WERE VERIFIED.
 CA1155'
 CA1155'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 CA1155'
 CA1155'THE STATION IS APPROXIMATELY 8-1/2 MILES NORTHWEST OF COLEMAN,
 CA1155'3 MILES SOUTHEAST OF SILVER VALLEY, 1 MILE WEST OF U.S. HIGHWAY
 CA1155'84 AND ON THE SOUTHEAST END OF ROBINSON PEAK.
 CA1155'
 CA1155'TO REACH THE STATION FROM THE CROSSROAD AT THE TOMLINSONS
 CA1155'GROCERY STORE IN SILVER VALLEY, GO SOUTHEAST ON U.S. HIGHWAY
 CA1155'84 FOR 2.2 MILES TO A DIAGONAL CROSSROAD.  TURN LEFT AND GO
 CA1155'EAST ON A DIRT ROAD FOR 0.25 MILE TO A CROSSROAD.  CONTINUE
 CA1155'EAST ON THE DIRT ROAD FOR 0.5 MILE TO A TRACK ROAD ON THE
 CA1155'LEFT LEADING TO A CEMETERY.  (CONTINUE EAST ON THE DIRT ROAD
 CA1155'FOR 0.25 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH
 CA1155'ON THE DIRT ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 CA1155'WEST SIDE OF THE DIRT ROAD AT THE NORTH END OF A CURVE IN
 CA1155'THE ROAD.) TURN LEFT ON THE TRACK ROAD AND GO 0.05 MILE TO
 CA1155'A DIM FORK AND A GATE ABOUT 75 FEET ON THE LEFT.  PASS
 CA1155'THROUGH THE GATE AND GO NORTHWEST UP HILL, PICKING WAY THROUGH
 CA1155'BRUSH AND OVER ROCKS TO SUMMIT OF RIDGE.  BEAR RIGHT ALONG
 CA1155'THE SOUTHEAST EDGE OF THE HILL AND GO EAST FOR 0.05
 CA1155'MILE TO THE STATION AT THE SOUTHEAST EDGE OF THE HILL.
 CA1155'(NOTE.  4 WHEEL DRIVE REQUIRED IN WET WEATHER OR ABOUT A
 CA1155'15 MINUTE PACK.)
 CA1155'
 CA1155'STATION MARK, A STANDARD DISK STAMPED ROBINSON 1944, IS
 CA1155'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 CA1155'THE SURFACE OF THE GROUND.  IT IS 47 FEET NORTHWEST OF THE
 CA1155'SOUTHEAST EDGE OF THE HILL AND 25 FEET EAST OF A 10-INCH
 CA1155'TREE WITH A TRIANGULAR BLAZE.
 CA1155'
 CA1155'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROBINSON NO 1
 CA1155'1944, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CA1155'4 BY 5 FEET AND PROJECTS 4 INCHES.  IT IS 59 FEET NORTHWEST
 CA1155'OF THE SOUTHEAST EDGE OF THE HILL, 52 FEET EAST OF THE TRIANGULAR
 CA1155'BLAZED TREE AND 17.5 FEET SOUTHWEST OF A 6-INCH TREE.
 CA1155'
 CA1155'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROBINSON NO 2
 CA1155'1944, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CA1155'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31 FEET NORTH
 CA1155'OF THE TRIANGULAR BLAZED TREE AND 27 FEET SOUTHEAST OF A
 CA1155'6-INCH TREE.
 CA1155'
 CA1155'AZIMUTH MARK, A STANDARD DISK STAMPED ROBINSON 1944, IS SET
 CA1155'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 28
 CA1155'FEET NORTH OF A 8-INCH TREE, 24 FEET WEST OF THE CENTER
 CA1155'OF THE DIRT ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST AND
 CA1155'1 FOOT WEST OF A FENCE.
 CA1155'
 CA1155'NOTE--REFERENCE MARKS MEASURED WITH 5 KG TAPE TENSION.
 CA1155
 CA1155                          STATION RECOVERY (1968)
 CA1155
 CA1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RDS)
 CA1155'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD
 CA1155'310994, STATION 1001.
 CA1155'
 CA1155'TO REACH, DESCRIPTION IS ADEQUATE.
 CA1155'
 CA1155'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN BEDROCK.
 CA1155'THE DISK IS SET FLUSH WITH GROUND AND STAMPED ROBINSON 1944.
 CA1155'
 CA1155'REFERENCE MARK NO. 1--A STANDARD USC AND GS BRONZE DISK SET
 CA1155'IN BEDROCK.  THE DISK IS SET FLUSH WITH GROUND AND STAMPED
 CA1155'ROBINSON NO. 1 1944.
 CA1155'
 CA1155'REFERENCE MARK NO. 2--A STANDARD USC AND GS BRONZE DISK SET
 CA1155'IN BEDROCK.  THE DISK IS SET FLUSH WITH GROUND AND STAMPED
 CA1155'ROBINSON NO. 2 1944.
 CA1155'
 CA1155'AZIMUTH MARK NOT SEARCHED FOR.
 CA1155
 CA1155                          STATION RECOVERY (1982)
 CA1155
 CA1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CA1155'THE STATION, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH MARK WERE
 CA1155'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3095 ***********************************************************************
 CS3095  DESIGNATION -  ROBINSON
 CS3095  PID         -  CS3095
 CS3095  STATE/COUNTY-  TX/JOHNSON
 CS3095  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3095
 CS3095                         *CURRENT SURVEY CONTROL
 CS3095  ___________________________________________________________________
 CS3095* NAD 83(1993)-  32 18 18.00726(N)    097 28 54.89487(W)     ADJUSTED  
 CS3095* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 CS3095  ___________________________________________________________________
 CS3095  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 CS3095  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CS3095
 CS3095  HORZ ORDER  -  SECOND
 CS3095
 CS3095.The horizontal coordinates were established by classical geodetic methods
 CS3095.and adjusted by the National Geodetic Survey in February 1996..
 CS3095
 CS3095.The orthometric height was scaled from a topographic map.
 CS3095
 CS3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3095
 CS3095.The geoid height was determined by GEOID03.
 CS3095
 CS3095;                    North         East     Units Scale Factor Converg.
 CS3095;SPC TXNC     - 2,071,250.875   695,876.570   MT  0.99995688   +0 33 18.9
 CS3095;SPC TXNC     - 6,795,428.91  2,283,055.05   sFT  0.99995688   +0 33 18.9
 CS3095;SPC TX C     - 3,295,943.616   968,552.038   MT  1.00014054   +1 28 07.1
 CS3095;SPC TX C     -10,813,441.68  3,177,657.81   sFT  1.00014054   +1 28 07.1
 CS3095;UTM  14      - 3,575,255.707   642,921.744   MT  0.99985190   +0 48 41.2
 CS3095
 CS3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3095!SPC TXNC     -   0.99996211  x   0.99995688  =   0.99991899
 CS3095!SPC TX C     -   0.99996211  x   1.00014054  =   1.00010264
 CS3095!UTM  14      -   0.99996211  x   0.99985190  =   0.99981402
 CS3095
 CS3095:                Primary Azimuth Mark                     Grid Az
 CS3095:SPC TXNC     -  CLEBURNE SANTA FE RR RDHSE SK            058 46 26.8
 CS3095:SPC TX C     -  CLEBURNE SANTA FE RR RDHSE SK            057 51 38.6
 CS3095:UTM  14      -  CLEBURNE SANTA FE RR RDHSE SK            058 31 04.5
 CS3095
 CS3095|---------------------------------------------------------------------|
 CS3095| PID    Reference Object                     Distance      Geod. Az  |
 CS3095|                                                           dddmmss.s |
 CS3095| CS3100 CLEBURNE SANTA FE RR RDHSE SK       APPROX.11.1 KM 0591945.7 |
 CS3095| CY3017 ROBINSON RM 3                        11.700 METERS 06158     |
 CS3095| CS3098 CLEBURNE JOHNSON CO CTHSE TWR       APPROX.10.2 KM 0623023.5 |
 CS3095| CY3018 ROBINSON RM 4                        12.808 METERS 23605     |
 CS3095| CY3015 ROBINSON RM 1                        12.890 METERS 23627     |
 CS3095| CY3014 ROBINSON AZ MK                                     2414138.0 |
 CS3095| CY3019 ROBINSON RM 5                                      2430241.8 |
 CS3095| CY3016 ROBINSON RM 2                        23.222 METERS 33949     |
 CS3095|---------------------------------------------------------------------|
 CS3095
 CS3095                          SUPERSEDED SURVEY CONTROL
 CS3095
 CS3095  NAD 83(1986)-  32 18 18.01213(N)    097 28 54.87436(W) AD(       ) 2
 CS3095  NAD 27      -  32 18 17.48900(N)    097 28 53.80400(W) AD(       ) 2
 CS3095
 CS3095.Superseded values are not recommended for survey control.
 CS3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3095.See file dsdata.txt to determine how the superseded data were derived.
 CS3095
 CS3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4292275256(NAD 83)
 CS3095_MARKER: DS = TRIANGULATION STATION DISK
 CS3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3095
 CS3095  HISTORY     - Date     Condition        Report By
 CS3095  HISTORY     - 1948     MONUMENTED       CGS
 CS3095  HISTORY     - 1953     GOOD             CGS
 CS3095  HISTORY     - 1958     GOOD             USGS
 CS3095  HISTORY     - 1975     GOOD             NGS
 CS3095  HISTORY     - 19940329 GOOD             USPSQD
 CS3095
 CS3095                          STATION DESCRIPTION
 CS3095
 CS3095'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3095'LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF CLEBURNE, ALONG THE
 CS3095'SOUTH SIDE OF THE RIGHT-OF-WAY OF STATE HIGHWAY 174 AND JUST
 CS3095'WEST OF THE ROBINSON RANCH.  IT IS 36 FEET SOUTH OF THE
 CS3095'CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF THE FENCE LINE
 CS3095'AND 4 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 CS3095'PROJECTS 6 INCHES AND THE DISK IS STAMPED ROBINSON 1948.
 CS3095'
 CS3095'REFERENCE MARK NO. 1 IS 42.29 FEET SOUTHWEST OF THE STATION,
 CS3095'38 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 CS3095'NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 3 INCHES
 CS3095'AND THE DISK IS STAMPED ROBINSON NO 1 1948.
 CS3095'
 CS3095'REFERENCE MARK NO. 2 IS 76.19 FEET NORTHWEST OF THE STATION,
 CS3095'40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 CS3095'SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 6
 CS3095'INCHES AND THE DISK IS STAMPED ROBINSON NO 2 1948.
 CS3095'
 CS3095'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION, ON THE
 CS3095'NORTH SIDE OF STATE HIGHWAY 174, 39 FEET NORTH OF ITS CENTERLINE,
 CS3095'1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE LINE AND 2 FEET SOUTHWEST
 CS3095'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 CS3095'DISK IS STAMPED ROBINSON 1948.
 CS3095'
 CS3095'THE STATION WAS REACHED FROM THE COURT HOUSE IN CLEBURNE BY
 CS3095'GOING WESTERLY ON U.S. HIGHWAY 67 AND STATE HIGHWAY 174 FOR
 CS3095'5.9 MILES TO THE JUNCTION OF THE TWO HIGHWAYS.  TURN LEFT,
 CS3095'SOUTHERLY, ON STATE HIGHWAY 174 AND GO 0.65 MILE TO THE
 CS3095'STATION SITE ON THE LEFT, NEAR AN INTERSECTION OF A FARM
 CS3095'ROAD THAT COMES IN FROM THE LEFT.
 CS3095'
 CS3095'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON STATE
 CS3095'HIGHWAY 174 FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED
 CS3095'ABOVE.
 CS3095'
 CS3095'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS3095
 CS3095                          STATION RECOVERY (1953)
 CS3095
 CS3095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3095'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3095'DESCRIBED.  THE AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE
 CS3095'STATION, NOT 0.4 MILE AS DESCRIBED AND IS IN THE FRONT OF A
 CS3095'BARN YARD.
 CS3095
 CS3095                          STATION RECOVERY (1958)
 CS3095
 CS3095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS3095'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK IN GOOD
 CS3095'CONDITION.
 CS3095'
 CS3095'STATION IS LOCATED ABOUT 5-1/2 MILES SW OF CLEBURNE, ALONG
 CS3095'THE SOUTH SIDE OF PARK ROAD NO. 21 AND JUST WEST OF THE ROBINSON
 CS3095'RANCH.  IT IS 395 FEET SW OF A GRAVEL ROAD LEADING SE AND 36 FEET
 CS3095'SE OF THE CENTER LINE OF THE PARK ROAD, 4 FEET NW OF THE
 CS3095'RIGHT OF WAY FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 CS3095'DISK IS STAMPED ROBINSON 1948.
 CS3095'
 CS3095'THE AZIMUTH MARK IS 119 FEET NE OF A DRIVEWAY TO A HOUSE,
 CS3095'38 FEET NW OF THE ROAD, 31 FEET SW OF A FENCE CORNER AND
 CS3095'1 FOOT SE OF THE RIGHT OF WAY FENCE, IN TOP OF A CONCRETE
 CS3095'POST FLUSH WITH GROUND A STANDARD U.S.C.G.S. AZIMUTH DISK
 CS3095'STAMPED ROBINSON 1948.
 CS3095'
 CS3095'THE STATION CAN BE REACHED FROM THE COURTHOUSE IN CLEBURNE
 CS3095'BY GOING W ON U.S. HIGHWAY 67 FOR 5.9 MILES TO PARK ROAD NO. 21.
 CS3095'TURN LEFT AND GO SW ALONG PARK ROAD NO. 21 FOR 0.65 MILE TO
 CS3095'THE STATION ON THE LEFT AS DESCRIBED.
 CS3095'
 CS3095'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.45 SW ALONG
 CS3095'PARK ROAD NO. 21.
 CS3095
 CS3095                          STATION RECOVERY (1975)
 CS3095
 CS3095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CS3095'THE STATION SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD
 CS3095'CONDITION.
 CS3095'
 CS3095'THE STATION SURFACE MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 CS3095'MARK, WERE FOUND TO HAVE BEEN DESTROYED.
 CS3095'
 CS3095'STATION SURFACE MARK, REFERENCE MARKS 3, 4 AND 5 AZI. MK. WERE
 CS3095'ESTABLISHED AT THIS TIME.
 CS3095'
 CS3095'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS3095'
 CS3095'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF RIO VISTA, 6
 CS3095'MILES SOUTHWEST OF CLEBURNE AND 1/2 MILE SOUTH OF THE INTERSECTION
 CS3095'OF U.S. HIGHWAY 67 AND PARK ROAD NO.21.
 CS3095'
 CS3095'TO REACH THE STATION FROM COURT-HOUSE IN CLEBURNE, GO SOUTHWEST ON
 CS3095'U.S. HIGHWAY 67 FOR 6 MILES TO THE INTERSECTION OF PARK ROAD 21 ON
 CS3095'THE LEFT.  TURN LEFT AND GO SOUTH ON PARK ROAD 21 FOR 0.65 MILE
 CS3095'TO STATION ON THE LEFT.  CONTINUE SOUTH ON PARK ROAD 21 FOR 0.3
 CS3095'MILE TO REFERENCE MARK NO.5 AZI. MK. ON THE RIGHT.
 CS3095'
 CS3095'STATION IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST,
 CS3095'THAT IS FLUSH WITH THE GROUND AND IS STAMPED ROBINSON 1948 1975.  IT
 CS3095'IS 395 FEET WEST OF THE CENTER OF A GRAVEL ROAD LEADING TO RANCH
 CS3095'BUILDINGS, 38 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY, 9.6 FEET
 CS3095'NORTH OF THE FENCE-LINE AND 9 FEET NORTH OF A METAL WITNESS POST.
 CS3095'
 CS3095'REFERENCE MARK NO.3 IS A STANDARD DISK SET IN THE TOP OF A ROUND
 CS3095'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED ROBINSON
 CS3095'1948 NO 3 1975.  IT IS 42 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY
 CS3095'AND 6 FEET NORTH OF THE FENCE-LINE AND A METAL WITNESS POST.
 CS3095'
 CS3095'REFERENCE MARK NO.4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS3095'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED ROBINSON
 CS3095'1948 NO 4 1975.  IT IS 40 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY
 CS3095'AND 8 FEET NORTH OF THE FENCE-LINE AND METAL WITNESS POST.
 CS3095'
 CS3095'REFERENCE MARK NO.5 AZI. MK. IS A STANDARD DISK, SET IN A DRILL HOLE
 CS3095'IN BEDROCK AND IS STAMPED ROBINSON 1948 NO 5 AZI 1975.  THE BEDROCK
 CS3095'IS FLUSH WITH THE GROUND, AND THE MARK IS 50 FEET EAST OF HIGHWAY
 CS3095'SURVEY STATION NO. 382, 44 FEET NORTH OF THE CENTER-LINE OF
 CS3095'HIGHWAY AND 6 FEET SOUTH OF FENCE-LINE AND WITNESS SIGN.
 CS3095'
 CS3095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CLEBURNE 6-MILES
 CS3095'NW.
 CS3095
 CS3095                          STATION RECOVERY (1994)
 CS3095
 CS3095'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0715 ***********************************************************************
 EN0715  DESIGNATION -  ROBINSON 2
 EN0715  PID         -  EN0715
 EN0715  STATE/COUNTY-  TX/CHILDRESS
 EN0715  USGS QUAD   -  CAREY (1981)
 EN0715
 EN0715                         *CURRENT SURVEY CONTROL
 EN0715  ___________________________________________________________________
 EN0715* NAD 83(1993)-  34 25 59.39664(N)    100 18 48.29103(W)     ADJUSTED  
 EN0715* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 EN0715  ___________________________________________________________________
 EN0715  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 EN0715  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EN0715
 EN0715  HORZ ORDER  -  FIRST
 EN0715
 EN0715.This mark is at Childress Muni (CDS) Airport (CDS)
 EN0715
 EN0715.The horizontal coordinates were established by classical geodetic methods
 EN0715.and adjusted by the National Geodetic Survey in February 1996..
 EN0715
 EN0715.The orthometric height was scaled from a topographic map.
 EN0715
 EN0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0715
 EN0715.The geoid height was determined by GEOID03.
 EN0715
 EN0715;                    North         East     Units Scale Factor Converg.
 EN0715;SPC TX N     - 1,048,710.289   309,066.546   MT  1.00005731   +0 41 15.6
 EN0715;SPC TX N     - 3,440,643.67  1,013,995.83   sFT  1.00005731   +0 41 15.6
 EN0715;UTM  14      - 3,810,968.408   379,324.331   MT  0.99977950   -0 44 33.9
 EN0715
 EN0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0715!SPC TX N     -   0.99990895  x   1.00005731  =   0.99996625
 EN0715!UTM  14      -   0.99990895  x   0.99977950  =   0.99968847
 EN0715
 EN0715:                Primary Azimuth Mark                     Grid Az
 EN0715:SPC TX N     -  ROBINSON 2 AZ MK                         185 35 31.2
 EN0715:UTM  14      -  ROBINSON 2 AZ MK                         187 01 20.7
 EN0715
 EN0715|---------------------------------------------------------------------|
 EN0715| PID    Reference Object                     Distance      Geod. Az  |
 EN0715|                                                           dddmmss.s |
 EN0715| CX8095 ROBINSON 2 AZ MK                                   1861646.8 |
 EN0715| CX8096 ROBINSON 2 RM 3                      33.683 METERS 23223     |
 EN0715| CX8097 ROBINSON 2 RM 4                      40.788 METERS 32249     |
 EN0715|---------------------------------------------------------------------|
 EN0715
 EN0715                          SUPERSEDED SURVEY CONTROL
 EN0715
 EN0715  NAD 83(1993)-  34 25 59.39679(N)    100 18 48.29082(W) AD(       ) 1
 EN0715  NAD 83(1986)-  34 25 59.40209(N)    100 18 48.28346(W) AD(       ) 1
 EN0715  NAD 27      -  34 25 59.17880(N)    100 18 46.86099(W) AD(       ) 1
 EN0715
 EN0715.Superseded values are not recommended for survey control.
 EN0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0715.See file dsdata.txt to determine how the superseded data were derived.
 EN0715
 EN0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7932410968(NAD 83)
 EN0715_MARKER: DS = TRIANGULATION STATION DISK
 EN0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0715
 EN0715  HISTORY     - Date     Condition        Report By
 EN0715  HISTORY     - 1967     MONUMENTED       CGS
 EN0715
 EN0715                          STATION DESCRIPTION
 EN0715
 EN0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0715'THE STATION IS ABOUT 6 MILES WEST OF CHILDRESS, 2-3/4 MILES
 EN0715'SOUTH-SOUTHEAST OF CAREY, AT THE EXTREME WEST END OF THE CHILDRESS
 EN0715'MUNICIPAL AIRPORT AND ON LAND OWNED BY THE CITY OF CHILDRESS.
 EN0715'
 EN0715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287, 83 AND
 EN0715'62 IN THE WEST EDGE OF CHILDRESS, GO NORTHWEST ON U.S. HIGHWAY 287
 EN0715'FOR 4.7 MILES TO THE INTERSECTION OF LOOP 328 AND A SIGN CAREY 2.
 EN0715'TURN LEFT AND GO WEST ON LOOP 328 FOR 0.7 MILE TO A CROSSROAD.
 EN0715'TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 0.45 MILE TO A RAILROAD
 EN0715'CROSSING.  CROSS THE RAILROAD TRACKS AND CONTINUE SOUTH ON
 EN0715'THE GRADED ROAD FOR 1.8 MILES TO A TRACK ROAD AND GATE ON THE LEFT,
 EN0715'AT THE CREST OF A HILL.  TURN LEFT, PASSING THROUGH THE GATE
 EN0715'AND GO SOUTH FOR 0.05 MILE TO THE STATION ON THE TOP OF A SMALL
 EN0715'GRAVEL KNOLL.
 EN0715'
 EN0715'THE STATION MARK IS A STANDARD DISK, STAMPED ROBINSON 2 1967, SET IN
 EN0715'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0715'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 108 FEET EAST OF THE
 EN0715'CENTERLINE OF THE GRADED ROAD, 86.3 FEET EAST OF A NORTH-SOUTH
 EN0715'FENCE, 81 FEET SOUTHWEST OF THE TRACK ROAD AND 5.5 FEET WEST OF A
 EN0715'WITNESS POST.  THE UNDERGROUND MARK IS SET 36 INCHES BELOW THE
 EN0715'GROUND SURFACE.
 EN0715'
 EN0715'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ROBINSON 2 NO 3 1967,
 EN0715'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0715'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 24 FEET EAST OF THE
 EN0715'CENTERLINE OF THE GRADED ROAD, 1.3 FEET EAST OF THE FENCE AND
 EN0715'ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.  THE DISTANCE
 EN0715'FROM THE AXIS OF THE TELESCOPE IS 111.13 FEET OR (33.872) METERS.
 EN0715'
 EN0715'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ROBINSON 2 NO 4 1967,
 EN0715'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0715'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 24 FEET EAST OF THE
 EN0715'CENTERLINE OF THE GRADED ROAD, 1.2 FEET EAST OF THE FENCE AND
 EN0715'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.  THE DISTANCE
 EN0715'FROM THE AXIS OF THE TELESCOPE IS 134.28 FEET OR (40.929) METERS.
 EN0715'
 EN0715'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ROBINSON 2 AZ 2 1967,
 EN0715'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER THAT
 EN0715'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 22.5 FEET WEST OF THE
 EN0715'CENTERLINE OF THE GRADED ROAD, 3.6 FEET SOUTH OF A WITNESS
 EN0715'POST, 2.8 FEET EAST OF A FENCE AND 2.5 FEET WEST OF A POWER
 EN0715'LINE POLE.
 EN0715'
 EN0715'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE GRADED
 EN0715'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 EN0715'
 EN0715'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 EN0715'OBSTRUCTIONS.
 EN0715'
 EN0715'ROBINSON 1935 WAS COMPLETELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6066 ***********************************************************************
 AW6066  DESIGNATION -  ROBINSON BAYOU RESET
 AW6066  PID         -  AW6066
 AW6066  STATE/COUNTY-  TX/CHAMBERS
 AW6066  USGS QUAD   -  FROZEN POINT (1994)
 AW6066
 AW6066                         *CURRENT SURVEY CONTROL
 AW6066  ___________________________________________________________________
 AW6066* NAD 83(1993)-  29 34 44.10327(N)    094 33 57.65116(W)     ADJUSTED  
 AW6066* NAVD 88     -         1.82   (+/-2cm)       6.0    (feet)  VERTCON   
 AW6066  ___________________________________________________________________
 AW6066  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6066  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW6066
 AW6066  HORZ ORDER  -  FIRST
 AW6066  VERT ORDER  -  THIRD ? (See Below)
 AW6066
 AW6066.The horizontal coordinates were established by classical geodetic methods
 AW6066.and adjusted by the National Geodetic Survey in February 1996..
 AW6066
 AW6066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6066.The vertical order pertains to the NGVD 29 superseded value.
 AW6066
 AW6066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6066
 AW6066.The geoid height was determined by GEOID03.
 AW6066
 AW6066;                    North         East     Units Scale Factor Converg.
 AW6066;SPC TXSC     - 4,201,599.304 1,029,455.605   MT  0.99987228   +2 10 20.2
 AW6066;SPC TXSC     -13,784,747.05  3,377,472.26   sFT  0.99987228   +2 10 20.2
 AW6066;UTM  15      - 3,273,150.884   348,318.235   MT  0.99988388   -0 46 23.4
 AW6066
 AW6066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6066!SPC TXSC     -   1.00000395  x   0.99987228  =   0.99987623
 AW6066!UTM  15      -   1.00000395  x   0.99988388  =   0.99988783
 AW6066
 AW6066:                Primary Azimuth Mark                     Grid Az
 AW6066:SPC TXSC     -  WINNIE SOUTH BASE                        047 00 09.7
 AW6066:UTM  15      -  WINNIE SOUTH BASE                        049 56 53.3
 AW6066
 AW6066|---------------------------------------------------------------------|
 AW6066| PID    Reference Object                     Distance      Geod. Az  |
 AW6066|                                                           dddmmss.s |
 AW6066| AW5747 WINNIE SOUTH BASE                   APPROX.24.4 KM 0491029.9 |
 AW6066| CV9344 ROBINSON BAYOU RM 1                  76.859 METERS 06906     |
 AW6066| CV9345 ROBINSON BAYOU RM 2                  25.609 METERS 27813     |
 AW6066|---------------------------------------------------------------------|
 AW6066
 AW6066                          SUPERSEDED SURVEY CONTROL
 AW6066
 AW6066  NAD 83(1993)-  29 34 44.10908(N)    094 33 57.64054(W) AD(       ) 1
 AW6066  NAD 83(1986)-  29 34 44.12190(N)    094 33 57.63214(W) AD(       ) 1
 AW6066  NAD 27      -  29 34 43.29600(N)    094 33 56.93700(W) AD(       ) 1
 AW6066  NGVD 29 (07/19/86)    1.82   (m)            6.0    (f) LEVELING    3  
 AW6066
 AW6066.Superseded values are not recommended for survey control.
 AW6066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6066.See file dsdata.txt to determine how the superseded data were derived.
 AW6066
 AW6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN4831873151(NAD 83)
 AW6066_MARKER: Z = SEE DESCRIPTION
 AW6066_SETTING: 0 = UNSPECIFIED SETTING
 AW6066
 AW6066  HISTORY     - Date     Condition        Report By
 AW6066  HISTORY     - 1931     MONUMENTED       CGS
 AW6066  HISTORY     - 1952     GOOD             LOCENG
 AW6066  HISTORY     - 1960     GOOD             CGS
 AW6066  HISTORY     - 1965     GOOD             CGS
 AW6066
 AW6066                          STATION DESCRIPTION
 AW6066
 AW6066'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW6066'ESTABLISHED BY THE UNITED STATES ENGINEERS IN 1900.  ABOUT
 AW6066'10 MILES N OF W FROM THE TOWN OF HIGH ISLAND, ON THE S SIDE
 AW6066'OF THE N SHORE OF EAST BAY, 1/2 MILE IN A DIRECT LINE NE
 AW6066'FROM THE MOUTH OF ROBINSONS BAYOU, ON A SHELL MOUND WHICH
 AW6066'EXTENDS E AND W AND IS ABOUT 500 FEET LONG AND 100 FEET WIDE.
 AW6066'THIS MOUND IS THE ONLY ONE IN THE VICINITY AND FORMS THE
 AW6066'E BANK OF THE BAYOU WHERE IT MAKES A BEND.  STATION IS IN
 AW6066'THE APPROXIMATE CENTER OF THE MOUND, 53 FEET S OF THE BANK
 AW6066'OF THE BAYOU, ON HIGHEST PART OF MOUND, AND ABOUT 4 FEET
 AW6066'ABOVE THE SURROUNDING LAND.
 AW6066'
 AW6066'THE ORIGINAL SURFACE MARK, A STANDARD UNITED STATES ENGINEERS
 AW6066'CAST-IRON MARK, WAS REPLACED IN 1931 WITH A BRONZE STATION
 AW6066'DISK SET IN TOP OF A CONCRETE POST 12 INCHES IN DIAMETER,
 AW6066'2.5 FEET LONG, AND PROJECTING 10 INCHES ABOVE THE GROUND.
 AW6066'IT RESTS ON THE OLD SUBSURFACE MARK, A CONCRETE BLOCK WITH
 AW6066'BRASS PLUG IN CENTER.
 AW6066'
 AW6066'THE ORIGINAL REFERENCE MARKS WERE NOT FOUND IN 1931 AND TWO
 AW6066'NEW ONES WERE SET, CONSISTING OF BRONZE REFERENCE DISKS
 AW6066'IN CONCRETE POSTS 5 INCHES IN DIAMETER, 2 FEET DEEP, AND
 AW6066'PROJECTING 2 INCHES ABOVE THE GROUND.
 AW6066'
 AW6066'REFERENCE MARK 1 IS 100 FEET NE OF E END OF MOUND, 87 FEET
 AW6066'NE OF SOLID 6-INCH POST EXTENDING 7 FEET ABOVE GROUND, 30
 AW6066'FEET SE OF BAYOU BANK, AND 252.16 FEET (SLOPE) FROM STATION
 AW6066'N 69 DEG 06 MIN E.
 AW6066'
 AW6066'REFERENCE MARK 2 IS ABOUT 80 FEET W OF CENTER OF MOUND,
 AW6066'44 FEET S OF BAYOU BANK, AND 84.02 FEET FROM STATION
 AW6066'N 81 DEG 48 MIN W.
 AW6066'
 AW6066'BEARING FROM STATION OF TOP OF SW END OF LONG LINE OF TREES
 AW6066'DISTANT ABOUT 8 MILES IS S 44 DEG E.
 AW6066
 AW6066                          STATION RECOVERY (1952)
 AW6066
 AW6066'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 AW6066'RECOVERED BY STRAMLER AND MILLER
 AW6066'
 AW6066'REFERENCE MARK 1 HAS BEEN MOVED.
 AW6066
 AW6066                          STATION RECOVERY (1960)
 AW6066
 AW6066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6066'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1
 AW6066'APPEARS TO HAVE BEEN DESTROYED BY A ROAD TO THE OIL FIELD
 AW6066'NOW IN THE AREA.
 AW6066'
 AW6066'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 AW6066'
 AW6066'(1) THE STATION IS 12.0 FEET WEST OF WEST SIDE OF A CABIN.
 AW6066'THE STATION DISK IS STAMPED ROBINSONS BAYOU USED 1900-1931
 AW6066'AND THE MONUMENT PROJECTS 1 FOOT.
 AW6066'
 AW6066'(2) THE DISK FOR R.M. 2 IS STAMPED ROBINSONS BAYOU USED
 AW6066'1900-1931 NO. 2 AND THE MONUMENT PROJECTS 2 INCHES.  THE
 AW6066'DISTANCE TO R.M. 2 WAS VERIFIED.
 AW6066
 AW6066                          STATION RECOVERY (1965)
 AW6066
 AW6066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW6066'STATION RECOVERED AS DESCRIBED PER 1960 RECOVERY NOTE BY
 AW6066'JKW.
 AW6066'
 AW6066'THE CABIN IS NO LONGER IN EVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0080 ***********************************************************************
 EN0080  DESIGNATION -  ROBINSON RM 1
 EN0080  PID         -  EN0080
 EN0080  STATE/COUNTY-  TX/CHILDRESS
 EN0080  USGS QUAD   -  CAREY (1981)
 EN0080
 EN0080                         *CURRENT SURVEY CONTROL
 EN0080  ___________________________________________________________________
 EN0080* NAD 83(1986)-  34 25 59.     (N)    100 18 47.     (W)     SCALED    
 EN0080* NAVD 88     -       612.488  (meters)    2009.47   (feet)  ADJUSTED  
 EN0080  ___________________________________________________________________
 EN0080  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EN0080  DYNAMIC HT  -         611.789 (meters)    2007.18  (feet)  COMP
 EN0080  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 EN0080
 EN0080  VERT ORDER  -  FIRST     CLASS II
 EN0080
 EN0080.This mark is at Childress Muni (CDS) Airport (CDS)
 EN0080
 EN0080.The horizontal coordinates were scaled from a topographic map and have
 EN0080.an estimated accuracy of +/- 6 seconds.
 EN0080
 EN0080.The orthometric height was determined by differential leveling
 EN0080.and adjusted by the National Geodetic Survey in June 1991..
 EN0080
 EN0080.The geoid height was determined by GEOID03.
 EN0080
 EN0080.The dynamic height is computed by dividing the NAVD 88
 EN0080.geopotential number by the normal gravity value computed on the
 EN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0080.degrees latitude (g = 980.6199 gals.).
 EN0080
 EN0080.The modeled gravity was interpolated from observed gravity values.
 EN0080
 EN0080;                    North         East    Units  Estimated Accuracy
 EN0080;SPC TX N     - 1,048,700.      309,100.      MT  (+/- 180 meters Scaled)
 EN0080
 EN0080                          SUPERSEDED SURVEY CONTROL
 EN0080
 EN0080  NGVD 29 (??/??/92)  612.187  (m)         2008.48   (f) ADJ UNCH    1 2
 EN0080
 EN0080.Superseded values are not recommended for survey control.
 EN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0080.See file dsdata.txt to determine how the superseded data were derived.
 EN0080
 EN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD793109(NAD 83)
 EN0080_MARKER: DR = REFERENCE MARK DISK
 EN0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0080_STAMPING: ROBINSON NO 1 1935
 EN0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0080+STABILITY: SURFACE MOTION
 EN0080
 EN0080  HISTORY     - Date     Condition        Report By
 EN0080  HISTORY     - 1935     MONUMENTED       CGS
 EN0080  HISTORY     - 1945     GOOD             NGS
 EN0080
 EN0080                          STATION DESCRIPTION
 EN0080
 EN0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EN0080'6.5 MI W FROM CHILDRESS.
 EN0080'AT THE CHILDRESS ARMY AIR FIELD, ON TOP OF A SMALL KNOLL ABOUT 1.8
 EN0080'MILES WEST OF THE CONTROL TOWER, 134.0 FEET EAST OF AND ABOUT 9.0 FEET
 EN0080'HIGHER THAN THE CENTER LINE OF A NORTH SOUTH ROAD, 120.0 FEET EAST OF
 EN0080'THE MILITARY RESERVATION FENCE LINE AND 126.0 FEET NORTH OF AN EAST
 EN0080'WEST POWER LINE.  A BRONZE DISK STAMPED ROBINSON NO 1 1935 SET IN THE
 EN0080'TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0081 ***********************************************************************
 EN0081  DESIGNATION -  ROBINSON RM 2
 EN0081  PID         -  EN0081
 EN0081  STATE/COUNTY-  TX/CHILDRESS
 EN0081  USGS QUAD   -  CAREY (1981)
 EN0081
 EN0081                         *CURRENT SURVEY CONTROL
 EN0081  ___________________________________________________________________
 EN0081* NAD 83(1986)-  34 25 59.     (N)    100 18 47.     (W)     SCALED    
 EN0081* NAVD 88     -       611.967  (meters)    2007.76   (feet)  ADJUSTED  
 EN0081  ___________________________________________________________________
 EN0081  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EN0081  DYNAMIC HT  -         611.269 (meters)    2005.47  (feet)  COMP
 EN0081  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 EN0081
 EN0081  VERT ORDER  -  FIRST     CLASS II
 EN0081
 EN0081.This mark is at Childress Muni (CDS) Airport (CDS)
 EN0081
 EN0081.The horizontal coordinates were scaled from a topographic map and have
 EN0081.an estimated accuracy of +/- 6 seconds.
 EN0081
 EN0081.The orthometric height was determined by differential leveling
 EN0081.and adjusted by the National Geodetic Survey in June 1991..
 EN0081
 EN0081.The geoid height was determined by GEOID03.
 EN0081
 EN0081.The dynamic height is computed by dividing the NAVD 88
 EN0081.geopotential number by the normal gravity value computed on the
 EN0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0081.degrees latitude (g = 980.6199 gals.).
 EN0081
 EN0081.The modeled gravity was interpolated from observed gravity values.
 EN0081
 EN0081;                    North         East    Units  Estimated Accuracy
 EN0081;SPC TX N     - 1,048,700.      309,100.      MT  (+/- 180 meters Scaled)
 EN0081
 EN0081                          SUPERSEDED SURVEY CONTROL
 EN0081
 EN0081  NGVD 29 (??/??/92)  611.666  (m)         2006.77   (f) ADJ UNCH    1 2
 EN0081
 EN0081.Superseded values are not recommended for survey control.
 EN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0081.See file dsdata.txt to determine how the superseded data were derived.
 EN0081
 EN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD793109(NAD 83)
 EN0081_MARKER: DR = REFERENCE MARK DISK
 EN0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0081_STAMPING: ROBINSON NO 2 1935
 EN0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0081+STABILITY: SURFACE MOTION
 EN0081
 EN0081  HISTORY     - Date     Condition        Report By
 EN0081  HISTORY     - 1935     MONUMENTED       CGS
 EN0081  HISTORY     - 1945     GOOD             NGS
 EN0081
 EN0081                          STATION DESCRIPTION
 EN0081
 EN0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EN0081'6.5 MI W FROM CHILDRESS.
 EN0081'AT THE CHILDRESS ARMY AIR FIELD, ON TOP OF A SMALL KNOLL ABOUT 1.8
 EN0081'MILES WEST OF THE CONTROL TOWER, 92.0 FEET EAST OF AND ABOUT 8.0 FEET
 EN0081'HIGHER THAN THE CENTER LINE OF A NORTH SOUTH ROAD, 78.0 FEET EAST OF
 EN0081'THE MILITARY RESERVATION FENCE LINE AND 172.0 FEET NORTH OF AN EAST
 EN0081'WEST POWER LINE.  A BRONZE DISK STAMPED ROBINSON NO 2 1935 SET IN THE
 EN0081'TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0944 ***********************************************************************
 AH0944  DESIGNATION -  ROBSTOWN
 AH0944  PID         -  AH0944
 AH0944  STATE/COUNTY-  TX/NUECES
 AH0944  USGS QUAD   -  ROBSTOWN (1975)
 AH0944
 AH0944                         *CURRENT SURVEY CONTROL
 AH0944  ___________________________________________________________________
 AH0944* NAD 83(1993)-  27 47 43.60671(N)    097 43 01.71365(W)     ADJUSTED  
 AH0944* NAVD 88     -        25.760  (meters)      84.51   (feet)  ADJUSTED  
 AH0944  ___________________________________________________________________
 AH0944  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH0944  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0944  DYNAMIC HT  -          25.721 (meters)      84.39  (feet)  COMP
 AH0944  MODELED GRAV-     979,116.8   (mgal)                       NAVD 88
 AH0944
 AH0944  HORZ ORDER  -  SECOND
 AH0944  VERT ORDER  -  FIRST     CLASS II
 AH0944
 AH0944.The horizontal coordinates were established by classical geodetic methods
 AH0944.and adjusted by the National Geodetic Survey in February 1996..
 AH0944
 AH0944.The orthometric height was determined by differential leveling
 AH0944.and adjusted by the National Geodetic Survey in June 1991..
 AH0944
 AH0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0944
 AH0944.The geoid height was determined by GEOID03.
 AH0944
 AH0944.The dynamic height is computed by dividing the NAVD 88
 AH0944.geopotential number by the normal gravity value computed on the
 AH0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0944.degrees latitude (g = 980.6199 gals.).
 AH0944
 AH0944.The modeled gravity was interpolated from observed gravity values.
 AH0944
 AH0944;                    North         East     Units Scale Factor Converg.
 AH0944;SPC TX S     - 5,236,097.999   377,147.009   MT  0.99999063   +0 21 19.5
 AH0944;SPC TX S     -17,178,764.85  1,237,356.48   sFT  0.99999063   +0 21 19.5
 AH0944;UTM  14      - 3,075,203.062   626,377.160   MT  0.99979713   +0 35 53.9
 AH0944
 AH0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0944!SPC TX S     -   1.00000013  x   0.99999063  =   0.99999076
 AH0944!UTM  14      -   1.00000013  x   0.99979713  =   0.99979726
 AH0944
 AH0944:                Primary Azimuth Mark                     Grid Az
 AH0944:SPC TX S     -  ROBSTWON FARM LABOR SUP CEN TK           069 02 14.7
 AH0944:UTM  14      -  ROBSTWON FARM LABOR SUP CEN TK           068 47 40.3
 AH0944
 AH0944|---------------------------------------------------------------------|
 AH0944| PID    Reference Object                     Distance      Geod. Az  |
 AH0944|                                                           dddmmss.s |
 AH0944| AH1565 ROBSTWON FARM LABOR SUP CEN TK      APPROX. 4.0 KM 0692334.2 |
 AH0944| AH1564 ROBSTOWN ST JOHNS CATHOLIC CH       APPROX. 4.8 KM 0892633.4 |
 AH0944| AH0943 ROBSTOWN AZ MK                                     0962304.1 |
 AH0944| AH1566 8513                                 35.031 METERS 27747     |
 AH0944| AH0945 ROBSTOWN RM 1                         7.953 METERS 27749     |
 AH0944|---------------------------------------------------------------------|
 AH0944
 AH0944                          SUPERSEDED SURVEY CONTROL
 AH0944
 AH0944  NAD 83(1986)-  27 47 43.61442(N)    097 43 01.69302(W) AD(       ) 2
 AH0944  NAD 27      -  27 47 42.52600(N)    097 43 00.70800(W) AD(       ) 2
 AH0944  NGVD 29 (??/??/92)   25.891  (m)           84.94   (f) ADJ UNCH    1 2
 AH0944
 AH0944.Superseded values are not recommended for survey control.
 AH0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0944.See file dsdata.txt to determine how the superseded data were derived.
 AH0944
 AH0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2637775203(NAD 83)
 AH0944_MARKER: DS = TRIANGULATION STATION DISK
 AH0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0944_STAMPING: ROBSTOWN 1949
 AH0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0944+STABILITY: SURFACE MOTION
 AH0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0944+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AH0944
 AH0944  HISTORY     - Date     Condition        Report By
 AH0944  HISTORY     - 1949     MONUMENTED       CGS
 AH0944  HISTORY     - 1951     GOOD             CGS
 AH0944  HISTORY     - 1951     GOOD             NGS
 AH0944  HISTORY     - 1967     GOOD             HUMBLE
 AH0944  HISTORY     - 1975     GOOD             TXHD
 AH0944  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0944  HISTORY     - 20040203 GOOD             USPSQD
 AH0944
 AH0944                          STATION DESCRIPTION
 AH0944
 AH0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0944'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF ROBSTOWN AND
 AH0944'ABOUT 5.0 MILES EAST OF BANQUETE ON THE TEXAS MEXICAN RAILROAD
 AH0944'RIGHT-OF-WAY.  IT IS 8.0 FEET NORTH OF A FENCE, 10.5 FEET WEST
 AH0944'OF A WITNESS POST, 11.5 FEET WEST OF A TELEPHONE POLE, AND 40.0
 AH0944'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, AND 93.0
 AH0944'FEET EAST OF THE CENTER OF A NORTH-SOUTH MACADAM ROAD, AND
 AH0944'122.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST MACADAM ROAD.
 AH0944'IT PROJECTS 4 INCHES AND IS STAMPED ROBSTOWN 1949.
 AH0944'
 AH0944'REFERENCE MARK NO. 1 IS 8.0 FEET NORTH OF A FENCE, 39.5 FEET
 AH0944'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS AND 66.0 FEET
 AH0944'EAST OF THE CENTER OF A NORTH-SOUTH MACADAM ROAD.  IT PROJECTS
 AH0944'2 INCHES AND IS STAMPED ROBSTOWN NO 1 1949.
 AH0944'
 AH0944'REFERENCE MARK NO. 2 BM 8513 (USGS) IS A STANDARD U.S.G.S.
 AH0944'DISK SET IN AN EIGHT INCH CONCRETE CYLINDER PROJECTING 8 INCHES
 AH0944'ABOVE THE GROUND.  IT IS 7.0 FEET NORTH-NORTHEAST OF A FENCE
 AH0944'CORNER, 16.0 FEET EAST OF A TELEPHONE POLE, 23.0 FEET WEST OF
 AH0944'THE CENTER OF A NORTH-SOUTH MACADAM ROAD, AND 42.0 FEET SOUTH
 AH0944'OF THE SOUTH RAIL OF THE RAILROAD TRACKS.  IT IS STAMPED 8513
 AH0944'W-12-1923.
 AH0944'
 AH0944'THE AZIMUTH MARK IS 2.0 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 AH0944'POLE, 4.0 FEET WEST-SOUTHWEST OF A WITNESS POST, 38.0 FEET
 AH0944'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, AND 40.0 FEET
 AH0944'SOUTH OF THE CENTER OF AN EAST-WEST MACADAM ROAD.  IT PROJECTS
 AH0944'4 INCHES AND IS STAMPED ROBSTOWN 1949.
 AH0944'
 AH0944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 77
 AH0944'AND STATE ROUTE NO. 44 ABOUT ONE BLOCK EAST OF THE ROBSTOWN
 AH0944'MUNICIPAL WATER TANK, GO WEST ON U.S. HIGHWAY NO. 77 AND STATE
 AH0944'ROUTE NO. 44 FOR 0.4 OF A MILE TO WHERE U.S. HIGHWAY NO. 77
 AH0944'TURNS LEFT, CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY NO 44 FOR
 AH0944'0.25 OF A MILE TO A FORK, HERE TAKE LEFT FORK AND FOLLOW MACADAM
 AH0944'ROAD WEST ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR 2.9
 AH0944'MILES TO A T ROAD SOUTH AND STATION ON THE LEFT AS DESCRIBED.
 AH0944'
 AH0944'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON MACADAM
 AH0944'ROAD FOR 0.35 MILE AND MARK ON THE RIGHT AS DESCRIBED.
 AH0944'
 AH0944'AN 87 FOOT SIGNAL AT STATION ROGERS 2 IS VISIBLE AT 6 FEET.
 AH0944'
 AH0944'A 74 FOOT SIGNAL AT STATION DRISCOLL IS VISIBLE AT 4 FEET.
 AH0944
 AH0944                          STATION RECOVERY (1951)
 AH0944
 AH0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0944'3.3 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE ST.
 AH0944'LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, 38.8
 AH0944'FEET SOUTH OF THE SOUTH RAIL, 93 FEET EAST OF THE CENTER LINE
 AH0944'OF A ROAD LEADING SOUTH, 8.4 FEET NORTH OF A FENCE, 10.3 FEET
 AH0944'WEST OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN THE
 AH0944'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 AH0944'STAMPED ROBSTOWN 1949.
 AH0944'
 AH0944'ROBSTOWN R.M. 1 IS 26.2 FEET WEST OF TRIANGULATION STATION
 AH0944'ROBSTOWN 1949, 39.5 FEET SOUTH OF THE SOUTH RAIL, 66 FEET EAST
 AH0944'OF THE CENTER LINE OF A PAVED ROAD LEADING SOUTH, 8 FEET NORTH
 AH0944'OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AH0944'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED ROBSTOWN
 AH0944'NO 1 1949.
 AH0944'
 AH0944'ROBSTOWN 1949 AZIMUTH IS 0.3 MILE EAST OF TRIANGULATION STATION
 AH0944'ROBSTOWN 1949, 37.9 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD,
 AH0944'40 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD, 1.8 FEET
 AH0944'SOUTHWEST OF A TELEPHONE POLE, 3.8 FEET SOUTHWEST OF A WITNESS
 AH0944'POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 AH0944'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED ROBSTOWN 1949.
 AH0944'
 AH0944'R.M. 2 WHICH IS 8513 (U.S.G.S.) WAS NOT LEVELED OVER SO IT WAS
 AH0944'NOT SEARCHED FOR.
 AH0944
 AH0944                          STATION RECOVERY (1951)
 AH0944
 AH0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0944'3.3 MI W FROM ROBSTOWN.
 AH0944'3.3 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE ST. LOUIS,
 AH0944'BROWNSVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, 38.8 FEET SOUTH
 AH0944'OF THE SOUTH RAIL, 93 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 AH0944'SOUTH, 8.4 FEET NORTH OF A FENCE, 10.3 FEET WEST OF A WITNESS POST,
 AH0944'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AH0944'GROUND.
 AH0944
 AH0944                          STATION RECOVERY (1967)
 AH0944
 AH0944'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AH0944'STATION MARK, R.M. 1, R.M. 2 AND AZIMUTH MARK ALL RECOVERED
 AH0944'IN GOOD CONDITION.
 AH0944
 AH0944                          STATION RECOVERY (1975)
 AH0944
 AH0944'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (FCM)
 AH0944'ROBSTOWN RECOVERED FAIR.
 AH0944'
 AH0944'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WEST.
 AH0944
 AH0944                          STATION RECOVERY (2001)
 AH0944
 AH0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0944'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH0944
 AH0944                          STATION RECOVERY (2004)
 AH0944
 AH0944'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0943 ***********************************************************************
 AH0943  DESIGNATION -  ROBSTOWN AZ MK
 AH0943  PID         -  AH0943
 AH0943  STATE/COUNTY-  TX/NUECES
 AH0943  USGS QUAD   -  ROBSTOWN (1975)
 AH0943
 AH0943                         *CURRENT SURVEY CONTROL
 AH0943  ___________________________________________________________________
 AH0943* NAD 83(1986)-  27 47 41.     (N)    097 42 42.     (W)     SCALED    
 AH0943* NAVD 88     -        25.646  (meters)      84.14   (feet)  ADJUSTED  
 AH0943  ___________________________________________________________________
 AH0943  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0943  DYNAMIC HT  -          25.607 (meters)      84.01  (feet)  COMP
 AH0943  MODELED GRAV-     979,117.0   (mgal)                       NAVD 88
 AH0943
 AH0943  VERT ORDER  -  FIRST     CLASS II
 AH0943
 AH0943.The horizontal coordinates were scaled from a topographic map and have
 AH0943.an estimated accuracy of +/- 6 seconds.
 AH0943
 AH0943.The orthometric height was determined by differential leveling
 AH0943.and adjusted by the National Geodetic Survey in June 1991..
 AH0943
 AH0943.The geoid height was determined by GEOID03.
 AH0943
 AH0943.The dynamic height is computed by dividing the NAVD 88
 AH0943.geopotential number by the normal gravity value computed on the
 AH0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0943.degrees latitude (g = 980.6199 gals.).
 AH0943
 AH0943.The modeled gravity was interpolated from observed gravity values.
 AH0943
 AH0943;                    North         East    Units  Estimated Accuracy
 AH0943;SPC TX S     - 5,236,020.      377,690.      MT  (+/- 180 meters Scaled)
 AH0943
 AH0943                          SUPERSEDED SURVEY CONTROL
 AH0943
 AH0943  NGVD 29 (??/??/92)   25.778  (m)           84.57   (f) ADJ UNCH    1 2
 AH0943
 AH0943.Superseded values are not recommended for survey control.
 AH0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0943.See file dsdata.txt to determine how the superseded data were derived.
 AH0943
 AH0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR269751(NAD 83)
 AH0943_MARKER: DZ = AZIMUTH MARK DISK
 AH0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0943_STAMPING: ROBSTOWN 1949
 AH0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0943+STABILITY: SURFACE MOTION
 AH0943
 AH0943  HISTORY     - Date     Condition        Report By
 AH0943  HISTORY     - 1949     MONUMENTED       CGS
 AH0943  HISTORY     - 1951     GOOD             NGS
 AH0943  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0943
 AH0943                          STATION DESCRIPTION
 AH0943
 AH0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0943'3.0 MI W FROM ROBSTOWN.
 AH0943'3.0 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE ST. LOUIS,
 AH0943'BROWNSVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, 37.9 FEET NORTH
 AH0943'OF THE NORTH RAIL, 40 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD,
 AH0943'1.8 FEET SOUTHWEST OF A TELEPHONE POLE, 3.8 FEET SOUTHWEST OF A
 AH0943'WITNESS POST, 0.3 MILE EAST OF TRIANGULATION STATION ROBSTOWN 1949,
 AH0943'SET IN THE TOP OF A CONCRETE POST.
 AH0943
 AH0943                          STATION RECOVERY (2001)
 AH0943
 AH0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0943'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1562 ***********************************************************************
 AH1562  DESIGNATION -  ROBSTOWN RAILROAD WATER TANK
 AH1562  PID         -  AH1562
 AH1562  STATE/COUNTY-  TX/NUECES
 AH1562  USGS QUAD   -  ROBSTOWN (1975)
 AH1562
 AH1562                         *CURRENT SURVEY CONTROL
 AH1562  ___________________________________________________________________
 AH1562* NAD 83(1993)-  27 47 11.12925(N)    097 39 46.74236(W)     ADJUSTED  
 AH1562* NAVD 88     -                                                        
 AH1562  ___________________________________________________________________
 AH1562  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH1562  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1562
 AH1562  HORZ ORDER  -  THIRD
 AH1562
 AH1562.The horizontal coordinates were established by classical geodetic methods
 AH1562.and adjusted by the National Geodetic Survey in February 1996..
 AH1562
 AH1562
 AH1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1562
 AH1562.The geoid height was determined by GEOID03.
 AH1562
 AH1562;                    North         East     Units Scale Factor Converg.
 AH1562;SPC TX S     - 5,235,132.555   382,490.656   MT  0.99998846   +0 22 48.0
 AH1562;SPC TX S     -17,175,597.39  1,254,888.09   sFT  0.99998846   +0 22 48.0
 AH1562;UTM  14      - 3,074,260.474   631,723.871   MT  0.99981417   +0 37 24.2
 AH1562
 AH1562                          SUPERSEDED SURVEY CONTROL
 AH1562
 AH1562  NAD 83(1986)-  27 47 11.13581(N)    097 39 46.72084(W) AD(       ) 4
 AH1562  NAD 27      -  27 47 10.04300(N)    097 39 45.74100(W) AD(       ) 3
 AH1562
 AH1562.Superseded values are not recommended for survey control.
 AH1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1562.See file dsdata.txt to determine how the superseded data were derived.
 AH1562
 AH1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3172474260(NAD 83)
 AH1562_MARKER: 51 = TANK
 AH1562
 AH1562  HISTORY     - Date     Condition        Report By
 AH1562  HISTORY     - 1905     FIRST OBSERVED   CGS
 AH1562
 AH1562                          STATION DESCRIPTION
 AH1562
 AH1562'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0945 ***********************************************************************
 AH0945  DESIGNATION -  ROBSTOWN RM 1
 AH0945  PID         -  AH0945
 AH0945  STATE/COUNTY-  TX/NUECES
 AH0945  USGS QUAD   -  ROBSTOWN (1975)
 AH0945
 AH0945                         *CURRENT SURVEY CONTROL
 AH0945  ___________________________________________________________________
 AH0945* NAD 83(1986)-  27 47 43.     (N)    097 43 01.     (W)     SCALED    
 AH0945* NAVD 88     -        25.638  (meters)      84.11   (feet)  ADJUSTED  
 AH0945  ___________________________________________________________________
 AH0945  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0945  DYNAMIC HT  -          25.599 (meters)      83.99  (feet)  COMP
 AH0945  MODELED GRAV-     979,116.8   (mgal)                       NAVD 88
 AH0945
 AH0945  VERT ORDER  -  FIRST     CLASS II
 AH0945
 AH0945.The horizontal coordinates were scaled from a topographic map and have
 AH0945.an estimated accuracy of +/- 6 seconds.
 AH0945
 AH0945.The orthometric height was determined by differential leveling
 AH0945.and adjusted by the National Geodetic Survey in June 1991..
 AH0945
 AH0945.The geoid height was determined by GEOID03.
 AH0945
 AH0945.The dynamic height is computed by dividing the NAVD 88
 AH0945.geopotential number by the normal gravity value computed on the
 AH0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0945.degrees latitude (g = 980.6199 gals.).
 AH0945
 AH0945.The modeled gravity was interpolated from observed gravity values.
 AH0945
 AH0945;                    North         East    Units  Estimated Accuracy
 AH0945;SPC TX S     - 5,236,080.      377,170.      MT  (+/- 180 meters Scaled)
 AH0945
 AH0945                          SUPERSEDED SURVEY CONTROL
 AH0945
 AH0945  NGVD 29 (??/??/92)   25.769  (m)           84.54   (f) ADJ UNCH    1 2
 AH0945
 AH0945.Superseded values are not recommended for survey control.
 AH0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0945.See file dsdata.txt to determine how the superseded data were derived.
 AH0945
 AH0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR263751(NAD 83)
 AH0945_MARKER: DR = REFERENCE MARK DISK
 AH0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0945_STAMPING: ROBSTOWN NO 1 1949
 AH0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0945+STABILITY: SURFACE MOTION
 AH0945
 AH0945  HISTORY     - Date     Condition        Report By
 AH0945  HISTORY     - 1949     MONUMENTED       CGS
 AH0945  HISTORY     - 1951     GOOD             NGS
 AH0945  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0945
 AH0945                          STATION DESCRIPTION
 AH0945
 AH0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0945'3.3 MI W FROM ROBSTOWN.
 AH0945'3.3 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE ST. LOUIS,
 AH0945'BROWNSVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, 39.5 FEET SOUTH
 AH0945'OF THE SOUTH RAIL, 66 FEET EAST OF THE CENTER LINE OF A PAVED ROAD
 AH0945'LEADING SOUTH, 8 FEET NORTH OF A FENCE, 26.2 FEET WEST OF
 AH0945'TRIANGULATION STATION ROBSTOWN 1949, SET IN THE TOP OF A CONCRETE POST
 AH0945'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AH0945
 AH0945                          STATION RECOVERY (2001)
 AH0945
 AH0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0945'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1564 ***********************************************************************
 AH1564  DESIGNATION -  ROBSTOWN ST JOHNS CATHOLIC CH
 AH1564  PID         -  AH1564
 AH1564  STATE/COUNTY-  TX/NUECES
 AH1564  USGS QUAD   -  ROBSTOWN (1975)
 AH1564
 AH1564                         *CURRENT SURVEY CONTROL
 AH1564  ___________________________________________________________________
 AH1564* NAD 83(1993)-  27 47 45.09544(N)    097 40 06.05258(W)     ADJUSTED  
 AH1564* NAVD 88     -                                                        
 AH1564  ___________________________________________________________________
 AH1564  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH1564  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1564
 AH1564  HORZ ORDER  -  THIRD
 AH1564
 AH1564.The horizontal coordinates were established by classical geodetic methods
 AH1564.and adjusted by the National Geodetic Survey in February 1996..
 AH1564
 AH1564
 AH1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1564
 AH1564.The geoid height was determined by GEOID03.
 AH1564
 AH1564;                    North         East     Units Scale Factor Converg.
 AH1564;SPC TX S     - 5,236,174.582   381,955.138   MT  0.99999073   +0 22 39.3
 AH1564;SPC TX S     -17,179,016.11  1,253,131.15   sFT  0.99999073   +0 22 39.3
 AH1564;UTM  14      - 3,075,300.033   631,184.027   MT  0.99981241   +0 37 15.8
 AH1564
 AH1564                          SUPERSEDED SURVEY CONTROL
 AH1564
 AH1564  NAD 83(1986)-  27 47 45.10336(N)    097 40 06.03161(W) AD(       ) 4
 AH1564  NAD 27      -  27 47 44.01400(N)    097 40 05.04500(W) AD(       ) 3
 AH1564
 AH1564.Superseded values are not recommended for survey control.
 AH1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1564.See file dsdata.txt to determine how the superseded data were derived.
 AH1564
 AH1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3118475300(NAD 83)
 AH1564_MARKER: 90 = CHURCH SPIRE
 AH1564
 AH1564  HISTORY     - Date     Condition        Report By
 AH1564  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1564  HISTORY     - 20010331 GOOD             NGS
 AH1564
 AH1564                          STATION DESCRIPTION
 AH1564
 AH1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1564'LOCATED IN THE NORTHWEST SECTION OF TOWN, ON THE WEST SIDE
 AH1564'OF FIRST STREET AND BETWEEN F AND G AVENUES.  IT IS A WOODEN
 AH1564'STRUCTURE WITH A DARK SHINGLED CONE SHAPED BELFRY OVER THE
 AH1564'SOUTH AND MAIN ENTRANCE.  POINT OBSERVED UPON, CROSS ON THE
 AH1564'TOP OF THE CONE SHAPED BELFRY.
 AH1564
 AH1564                          STATION RECOVERY (2001)
 AH1564
 AH1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1565 ***********************************************************************
 AH1565  DESIGNATION -  ROBSTWON FARM LABOR SUP CEN TK
 AH1565  PID         -  AH1565
 AH1565  STATE/COUNTY-  TX/NUECES
 AH1565  USGS QUAD   -  ROBSTOWN (1975)
 AH1565
 AH1565                         *CURRENT SURVEY CONTROL
 AH1565  ___________________________________________________________________
 AH1565* NAD 83(1993)-  27 48 29.55884(N)    097 40 44.21849(W)     ADJUSTED  
 AH1565* NAVD 88     -                                                        
 AH1565  ___________________________________________________________________
 AH1565  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH1565  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH1565
 AH1565  HORZ ORDER  -  THIRD
 AH1565
 AH1565.The horizontal coordinates were established by classical geodetic methods
 AH1565.and adjusted by the National Geodetic Survey in February 1996..
 AH1565
 AH1565
 AH1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1565
 AH1565.The geoid height was determined by GEOID03.
 AH1565
 AH1565;                    North         East     Units Scale Factor Converg.
 AH1565;SPC TX S     - 5,237,536.387   380,901.510   MT  0.99999374   +0 22 21.9
 AH1565;SPC TX S     -17,183,483.96  1,249,674.37   sFT  0.99999374   +0 22 21.9
 AH1565;UTM  14      - 3,076,657.101   630,124.812   MT  0.99980900   +0 36 58.9
 AH1565
 AH1565                          SUPERSEDED SURVEY CONTROL
 AH1565
 AH1565  NAD 83(1986)-  27 48 29.56683(N)    097 40 44.19739(W) AD(       ) 4
 AH1565  NAD 27      -  27 48 28.48100(N)    097 40 43.20900(W) AD(       ) 3
 AH1565
 AH1565.Superseded values are not recommended for survey control.
 AH1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1565.See file dsdata.txt to determine how the superseded data were derived.
 AH1565
 AH1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3012576657(NAD 83)
 AH1565_MARKER: 53 = ELEVATED TANK
 AH1565
 AH1565  HISTORY     - Date     Condition        Report By
 AH1565  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1565  HISTORY     - 1968     MARK NOT FOUND   CGS
 AH1565  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1565
 AH1565                          STATION DESCRIPTION
 AH1565
 AH1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1565'LOCATED ABOUT 1.5 MILES NORTH-NORTHWEST OF THE CENTER OF
 AH1565'TOWN, ON THE GROUNDS OF THE FARM LABOR CENTER AND JUST SOUTHWEST
 AH1565'OF THE FARM LABOR CENTER OFFICE.  IT IS A FOUR LEGGED STEEL
 AH1565'STRUCTURE ABOUT 110 FEET HIGH.  POINT OBSERVED UPON, FINIAL
 AH1565'ON THE APEX OF THE TANK ROOF.
 AH1565
 AH1565                          STATION RECOVERY (1968)
 AH1565
 AH1565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DLW)
 AH1565'THIS STATION HAS BEEN DESTROYED.  ALL THAT REMAINS OF THIS
 AH1565'STATION IS 4 CONCRETE LEG SUPPORT FOUNDATIONS.
 AH1565'
 AH1565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ROBSTOWN
 AH1565
 AH1565                          STATION RECOVERY (2001)
 AH1565
 AH1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0117 ***********************************************************************
 CU0117  DESIGNATION -  ROBY
 CU0117  PID         -  CU0117
 CU0117  STATE/COUNTY-  TX/FISHER
 CU0117  USGS QUAD   -  ROBY (1969)
 CU0117
 CU0117                         *CURRENT SURVEY CONTROL
 CU0117  ___________________________________________________________________
 CU0117* NAD 83(1993)-  32 44 35.90505(N)    100 22 47.16014(W)     ADJUSTED  
 CU0117* NAVD 88     -       597.902  (meters)    1961.62   (feet)  ADJUSTED  
 CU0117  ___________________________________________________________________
 CU0117  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CU0117  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CU0117  DYNAMIC HT  -         597.114 (meters)    1959.03  (feet)  COMP
 CU0117  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CU0117
 CU0117  HORZ ORDER  -  SECOND
 CU0117  VERT ORDER  -  SECOND    CLASS 0
 CU0117
 CU0117.The horizontal coordinates were established by classical geodetic methods
 CU0117.and adjusted by the National Geodetic Survey in February 1996..
 CU0117
 CU0117.The orthometric height was determined by differential leveling
 CU0117.and adjusted by the National Geodetic Survey in June 1991..
 CU0117
 CU0117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0117
 CU0117.The geoid height was determined by GEOID03.
 CU0117
 CU0117.The dynamic height is computed by dividing the NAVD 88
 CU0117.geopotential number by the normal gravity value computed on the
 CU0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0117.degrees latitude (g = 980.6199 gals.).
 CU0117
 CU0117.The modeled gravity was interpolated from observed gravity values.
 CU0117
 CU0117;                    North         East     Units Scale Factor Converg.
 CU0117;SPC TXNC     - 2,120,964.527   423,852.141   MT  0.99988701   -1 01 30.8
 CU0117;SPC TXNC     - 6,958,531.12  1,390,588.23   sFT  0.99988701   -1 01 30.8
 CU0117;UTM  14      - 3,623,672.485   370,730.780   MT  0.99980605   -0 44 47.0
 CU0117
 CU0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0117!SPC TXNC     -   0.99991054  x   0.99988701  =   0.99979756
 CU0117!UTM  14      -   0.99991054  x   0.99980605  =   0.99971661
 CU0117
 CU0117|---------------------------------------------------------------------|
 CU0117| PID    Reference Object                     Distance      Geod. Az  |
 CU0117|                                                           dddmmss.s |
 CU0117| CU0116 ROBY RM 2                            24.259 METERS 01752     |
 CU0117| CU0898 ROBY MAGNETIC STATION                 1.497 METERS 12402     |
 CU0117| CX8098 ROBY AZ MK                                         1755423.7 |
 CU0117| CX8099 ROBY RM 1                            26.670 METERS 27649     |
 CU0117| CU0899 ROBY MUNICIPAL TANK                 APPROX. 0.7 KM 3271846.3 |
 CU0117|---------------------------------------------------------------------|
 CU0117
 CU0117                          SUPERSEDED SURVEY CONTROL
 CU0117
 CU0117  NAD 83(1986)-  32 44 35.91080(N)    100 22 47.15091(W) AD(       ) 2
 CU0117  NAD 27      -  32 44 35.52100(N)    100 22 45.76800(W) AD(       ) 2
 CU0117  NGVD 29 (??/??/92)  597.665  (m)         1960.84   (f) ADJ UNCH    2 0
 CU0117
 CU0117.Superseded values are not recommended for survey control.
 CU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0117.See file dsdata.txt to determine how the superseded data were derived.
 CU0117
 CU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7073123672(NAD 83)
 CU0117_MARKER: DS = TRIANGULATION STATION DISK
 CU0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0117_STAMPING: ROBY 1935 1958
 CU0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0117+STABILITY: SURFACE MOTION
 CU0117
 CU0117  HISTORY     - Date     Condition        Report By
 CU0117  HISTORY     - 1935     MONUMENTED       CGS
 CU0117  HISTORY     - 1938     GOOD             TXHD
 CU0117  HISTORY     - 1942     GOOD             CGS
 CU0117  HISTORY     - 1948     GOOD             CGS
 CU0117  HISTORY     - 1949     GOOD             CGS
 CU0117  HISTORY     - 1958     MARK NOT FOUND   CGS
 CU0117  HISTORY     - 1961     GOOD             NGS
 CU0117  HISTORY     - 1969     MARK NOT FOUND   CGS
 CU0117
 CU0117                          STATION DESCRIPTION
 CU0117
 CU0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0117'STATION IS ON THE NW CORNER OF THE SCHOOL GROUNDS IN ROBY, 70
 CU0117'FEET S OF CENTER LINE OF STREET TO THE N AND 54 FEET E OF CENTER
 CU0117'LINE OF STREET TO THE W.  MARK IS FLUSH WITH THE GROUND.
 CU0117'
 CU0117'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CU0117'BRONZE DISKS SET IN CONCRETE.
 CU0117'
 CU0117'REFERENCE MARK NO. 1 IS NE OF STATION, 30 FEET S OF CENTER LINE
 CU0117'OF STREET.  MARK IS FLUSH WITH THE GROUND.
 CU0117'
 CU0117'REFERENCE MARK NO. 2 IS S OF STATION, 24 FEET NW OF NW CORNER
 CU0117'OF SCHOOL BUILDING.  MARK IS FLUSH WITH GROUND.
 CU0117'
 CU0117'AZIMUTH MARK IS 0.5 MILE S OF STATION, AND PROJECTS 6 INCHES.
 CU0117'TO REACH FROM STATION, GO 0.15 MILE E OF HIGHWAY, TURN RIGHT AND
 CU0117'GO 0.55 MILE S, TURN RIGHT THROUGH GATE AND GO 0.2 MILE W TO
 CU0117'MARK ON RIGHT IN FENCE LINE.
 CU0117'
 CU0117'ROBY MAGNETIC STATION (U.S.C. AND G.S.) IS 4.91 FEET SE OF
 CU0117'STATION.  MARK IS FLUSH WITH THE GROUND.
 CU0117'
 CU0117'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CU0117
 CU0117                          STATION RECOVERY (1938)
 CU0117
 CU0117'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0117'DESCRIPTION IS SATISFACTORY.  NO ATTEMPT WAS MADE TO RECOVER
 CU0117'THE REFERENCE AND AZIMUTH MARKS.
 CU0117
 CU0117                          STATION RECOVERY (1942)
 CU0117
 CU0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GMF)
 CU0117'STATION MARK RECOVERED IN GOOD CONDITION.  NO ATTEMPT WAS MADE
 CU0117'TO RECOVER REFERENCE AND AZIMUTH MARKS.  DESCRIPTION IS
 CU0117'SATISFACTORY.
 CU0117
 CU0117                          STATION RECOVERY (1948)
 CU0117
 CU0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CRR)
 CU0117'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD
 CU0117'CONDITION.  THE DESCRIPTION BY C.I.A. IN 1935 WAS FOUND TO BE
 CU0117'COMPLETE AND ADEQUATE.
 CU0117
 CU0117                          STATION RECOVERY (1949)
 CU0117
 CU0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 CU0117'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 CU0117'DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 CU0117
 CU0117                          STATION RECOVERY (1958)
 CU0117
 CU0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0117'THE SURFACE STATION MARK HAD BEEN REMOVED BUT THE UNDERGROUND
 CU0117'MARK RECOVERED AND FOUND IN GOOD CONDITION.  A NEW SURFACE
 CU0117'STATION MARK WAS SET OVER THE UNDERGROUND MARK.  THIS MARK WAS
 CU0117'SET FLUSH WITH THE GROUND AND THE DISK WAS STAMPED ROBY 1935-1958.
 CU0117'
 CU0117'THE DISK HAS BEEN REMOVED FROM R.M. NO. 1.  R.M. NO. 2 WAS
 CU0117'RECOVERED AND FOUND IN GOOD CONDITION.
 CU0117'
 CU0117'ROBY MAGNETIC STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CU0117'THIS MARK PROJECTED ABOUT 7 INCHES AND IT WAS LOWERED 0.69
 CU0117'FOOT SO IT WOULD BE ABOUT FLUSH WITH THE GROUND.  THE OUTER
 CU0117'EDGES OF THE MARK WERE ROUGH AND IT WAS CONSIDERED DANGEROUS
 CU0117'FOR CHILDREN PLAYING ON THE SCHOOL GROUND.
 CU0117'
 CU0117'THE AZIMUTH MARK WAS RECOVERED BUT THE POST APPEARED TO BE
 CU0117'SLIGHTLY TILTED.  NO ATTEMPT WAS MADE TO RESET THE AZIMUTH MARK
 CU0117'OR SET A NEW REFERENCE MARK SINCE THE AZIMUTH MARK NOR THE ROBY
 CU0117'TANK WERE VISABLE FROM THE GROUND AT THE STATION.
 CU0117'
 CU0117'THE DISTANCE BETWEEN STATION AND MAGNETIC STATION IS 4.85
 CU0117'FEET.  THE ORIGINAL DESCRIPTION GAVE THIS DISTANCE AS 4.91
 CU0117'FEET SO THE MAGNETIC STATION MAY HAVE BEEN SLIGHTLY TILTED.
 CU0117
 CU0117                          STATION RECOVERY (1961)
 CU0117
 CU0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0117'0.25 MI SW FROM ROBY.
 CU0117'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 CU0117'AT ROBY, THENCE 0.15 MILE WEST ALONG A DIRT STREET, 102 FEET NORTHWEST
 CU0117'OF THE NORTHWEST CORNER OF A SCHOOLHOUSE, 70 FEET SOUTH OF THE CENTER
 CU0117'LINE OF A DIRT STREET, 54 FEET EAST OF THE CENTER LINE OF A DIRT
 CU0117'STREET, 79.5 FEET NORTHWEST OF ROBY R.M. 2, 52 FEET SOUTHEAST OF A
 CU0117'FENCE CORNER IN THE NORTHWEST CORNER OF THE SCHOOL YARD, 44 FEET SOUTH
 CU0117'OF A WIRE MESH FENCE, 48 FEET SOUTHEAST OF A 14-INCH TREE IN A CORNER
 CU0117'OF THE SCHOOL YARD, 28 FEET EAST OF A WIRE MEST FENCE, AND SET IN THE
 CU0117'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CU0117
 CU0117                          STATION RECOVERY (1969)
 CU0117
 CU0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RPD)
 CU0117'STATION ROBY 1935, ROB MAGNETIC STA., AND R.M.S NO 1 AND NO 2
 CU0117'WERE NOT FOUND AS DESCRIBED ON THE NORTHWEST CORNER OF THE PUBLIC
 CU0117'SCHOOL GROUNDS IN ROBY.  THESE SURVEY MARKS ARE DESCRIBED TO BE
 CU0117'LOCATED IN WHAT IS NOW A PLAYGROUND AREA WITH THE EXCEPTION
 CU0117'OF R.M. 2 WHICH WOULD BE IN THE FRONT LAWN OF THE SCHOOL.  SCHOOL
 CU0117'OFFICIALS COULD RECALL PREVOUS STATION OCCUPATIONS AND WERE ABLE
 CU0117'TO VERIFY THE GENERAL LOCATION OF STATION ROBY.  ALSO THEY
 CU0117'PROVIDED THE FOLLOWING INFORMATION.  ONLY ONE SURVEY MARK,
 CU0117'PRESUMABLEY THE MAGNETIC STATION, WAS VISIBLE AT GROUND LINE.
 CU0117'NO SCHOOL PERSONNEL COULD REMEMBER EVER HAVING SEEN MORE
 CU0117'THAN ONE STATION MARK ON THE SCHOOL GROUNDS.  A CHAIN LINK
 CU0117'FENCE WAS CONSTRUCTED AROUND THE PLAYGROUND AREA IN 1953.
 CU0117'TREES WERE PLANTED ALONG THIS FENCE LINE IN 1955.  DUE TO
 CU0117'A DEPRESSION IN THE CENTRAL SECTION OF THE PLAYGROUND THIS
 CU0117'AREA WAS LEVELED WITH A BLADE IN 1966 AND ABOUT TWO FEET OF
 CU0117'SANDY FILL WAS TRUCKED TO AND SPREAD ON THIS PORTION OF THE
 CU0117'FIELD.
 CU0117'
 CU0117'DURING THIS OPERATION ONE SURVEY MARK WAS KNOCKED OVER.  THE
 CU0117'ROADS TO THE NORTH AND WEST OF THE PLAYGROUND AND THE GROUND LEVEL
 CU0117'OF THE LAWN AROUND THE SCHOOL HAS REMAINED ESSENTIALLY THE
 CU0117'SAME OVER THE YEARS.
 CU0117'
 CU0117'REFERENCE DISTANCES, AS STATED IN THE STATION DESCRIPTION, WERE
 CU0117'CHAINED FROM THE CENTER LINES OF THE NORTH AND WEST ROADS,
 CU0117'RESPECTIVELY, AND A HOLE SIX FEET BY FIVE FEET BY SIX FEET DEEP
 CU0117'WAS DUG AT THIS POINT.  IN THIS HOLE ONE PLASTER OF PARIS CASTING
 CU0117'OF THE TYPE USED FOR A FOOTING WITH A USC AND GS METAL ASTRO
 CU0117'TRIPOD WAS RECOVERED.  NO TRACE OF A TRIANGULATION STATION
 CU0117'MONUMENT OR UNDERGROUND MARK WAS FOUND.  A SIMILAR SEARCH WAS
 CU0117'CONDUTED AT THE DESCRIBED LOCATION OF R.M. 1 WHICH APPEARED TO
 CU0117'BE LOCATED IN THE PLAYGROUND.  A HOLE WAS DUG SEVEN FEET BY
 CU0117'TWO FEET BY THREE FEET AT THIS LOCATION WITH NEGATIVE RESULTS.
 CU0117'
 CU0117'A TRENCH WAS DUG FIFTEEN FEET BY TWO FEET BY TWO FEET IN THE
 CU0117'FRONT LAWN OF THE SCHOOL GROUNDS AT THE DESCRIBED LOCATION OF
 CU0117'R.M. 2 WITH NEGATIVE RESULTS.  SCHOOL OFFICIALS COULD NOT RECALL
 CU0117'EVER SEEING A MARK AT GOUND LINE IN THIS AREA AND COULD NOT
 CU0117'RECALL THAT ANYONE HAD EVER DUG FOR THIS MARK DURING A PREVOUS
 CU0117'STATION OCCUPATION.
 CU0117'
 CU0117'I FEEL THAT THE SIZE OF THE HOLE DUG AT THE DESCRIBED LOCATION
 CU0117'OF STATION ROBY WAS LARGE ENOUGH TO COMPENSATE FOR ANY PROBALE
 CU0117'CHANGES IN THE CENTER LINES OF THE ROADS REFERED TO IN THE
 CU0117'STATION DESCRIPTION, AND THE HOLE WAS DEEP ENOUGH TO COMPENSATE
 CU0117'FOR THE TWO FEET OF FILL ADDED TO THIS AREA IN 1966.  A DEFINITE
 CU0117'SOIL CHANGE (FROM A LIGHT SANDY TO A DARK CLAY-LIKE SOIL WAS
 CU0117'ENCOUNTERED AT A DEPTH SHOULD HAVE BEEN ADEQUATE TO UNCOVER ANY
 CU0117'UNDER-GROUND MARK.  AFTER A REASONABLE SEARCH, I FEEL THAT
 CU0117'STATION ROBY 1935, AS IT IS DESCRIBED, IS NOT RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0900 ***********************************************************************
 CU0900  DESIGNATION -  ROBY COURTHOUSE DOME
 CU0900  PID         -  CU0900
 CU0900  STATE/COUNTY-  TX/FISHER
 CU0900  USGS QUAD   -  ROBY (1969)
 CU0900
 CU0900                         *CURRENT SURVEY CONTROL
 CU0900  ___________________________________________________________________
 CU0900* NAD 83(1993)-  32 44 44.50922(N)    100 22 38.25843(W)     ADJUSTED  
 CU0900* NAVD 88     -                                                        
 CU0900  ___________________________________________________________________
 CU0900  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CU0900  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CU0900
 CU0900  HORZ ORDER  -  THIRD
 CU0900
 CU0900.The horizontal coordinates were established by classical geodetic methods
 CU0900.and adjusted by the National Geodetic Survey in February 1996..
 CU0900
 CU0900
 CU0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0900
 CU0900.The geoid height was determined by GEOID03.
 CU0900
 CU0900;                    North         East     Units Scale Factor Converg.
 CU0900;SPC TXNC     - 2,121,225.367   424,088.562   MT  0.99988679   -1 01 25.9
 CU0900;SPC TXNC     - 6,959,386.89  1,391,363.89   sFT  0.99988679   -1 01 25.9
 CU0900;UTM  14      - 3,623,934.452   370,965.910   MT  0.99980530   -0 44 42.3
 CU0900
 CU0900                          SUPERSEDED SURVEY CONTROL
 CU0900
 CU0900  NAD 83(1986)-  32 44 44.51493(N)    100 22 38.24865(W) AD(       ) 4
 CU0900  NAD 27      -  32 44 44.13400(N)    100 22 36.86300(W) AD(       ) 3
 CU0900
 CU0900.Superseded values are not recommended for survey control.
 CU0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0900.See file dsdata.txt to determine how the superseded data were derived.
 CU0900
 CU0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7096623934(NAD 83)
 CU0900_MARKER: 82 = FINIAL
 CU0900
 CU0900  HISTORY     - Date     Condition        Report By
 CU0900  HISTORY     - 1935     FIRST OBSERVED   CGS
 CU0900
 CU0900                          STATION DESCRIPTION
 CU0900
 CU0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0900'POINT OBSERVED UPON WAS FINIAL ON DOME OF FISHER COUNTY
 CU0900'COURTHOUSE LOCATED IN THE CENTRAL PART OF ROBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0118 ***********************************************************************
 CU0118  DESIGNATION -  ROBY MAGNETIC STATION
 CU0118  PID         -  CU0118
 CU0118  STATE/COUNTY-  TX/FISHER
 CU0118  USGS QUAD   -  ROBY (1969)
 CU0118
 CU0118                         *CURRENT SURVEY CONTROL
 CU0118  ___________________________________________________________________
 CU0118* NAD 83(1986)-  32 44 34.     (N)    100 22 47.     (W)     SCALED    
 CU0118* NAVD 88     -       597.928  (meters)    1961.70   (feet)  ADJUSTED  
 CU0118  ___________________________________________________________________
 CU0118  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CU0118  DYNAMIC HT  -         597.141 (meters)    1959.12  (feet)  COMP
 CU0118  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CU0118
 CU0118  VERT ORDER  -  SECOND    CLASS 0
 CU0118
 CU0118.The horizontal coordinates were scaled from a topographic map and have
 CU0118.an estimated accuracy of +/- 6 seconds.
 CU0118
 CU0118.The orthometric height was determined by differential leveling
 CU0118.and adjusted by the National Geodetic Survey in June 1991..
 CU0118
 CU0118.The geoid height was determined by GEOID03.
 CU0118
 CU0118.The dynamic height is computed by dividing the NAVD 88
 CU0118.geopotential number by the normal gravity value computed on the
 CU0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0118.degrees latitude (g = 980.6199 gals.).
 CU0118
 CU0118.The modeled gravity was interpolated from observed gravity values.
 CU0118
 CU0118;                    North         East    Units  Estimated Accuracy
 CU0118;SPC TXNC     - 2,120,910.      423,860.      MT  (+/- 180 meters Scaled)
 CU0118
 CU0118                          SUPERSEDED SURVEY CONTROL
 CU0118
 CU0118  NGVD 29 (??/??/92)  597.69   (m)         1960.9    (f) COMPUTED    2 0
 CU0118
 CU0118.Superseded values are not recommended for survey control.
 CU0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0118.See file dsdata.txt to determine how the superseded data were derived.
 CU0118
 CU0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB707236(NAD 83)
 CU0118_MARKER: DM = MAGNETIC STATION DISK
 CU0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0118_STAMPING: 1924
 CU0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0118+STABILITY: SURFACE MOTION
 CU0118
 CU0118  HISTORY     - Date     Condition        Report By
 CU0118  HISTORY     - 1924     MONUMENTED       CGS
 CU0118  HISTORY     - 1961     GOOD             NGS
 CU0118
 CU0118                          STATION DESCRIPTION
 CU0118
 CU0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0118'0.25 MI SW FROM ROBY.
 CU0118'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 CU0118'AT ROBY, THENCE 0.15 MILE WEST ALONG A DIRT STREET, 97 FEET NORTHWEST
 CU0118'OF THE NORTHWEST CORNER OF A SCHOOLHOUSE, 73 1/2 FEET SOUTH OF THE
 CU0118'CENTER LINE OF A DIRT STREET, 57 FEET SOUTHEAST OF A STEEL CORNER
 CU0118'FENCE POST, 30 1/2 FEET EAST OF A WIRE MESH FENCE, 48 1/2 FEET SOUTH
 CU0118'OF A WIRE MESH FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CU0118'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0898 ***********************************************************************
 CU0898  DESIGNATION -  ROBY MAGNETIC STATION
 CU0898  PID         -  CU0898
 CU0898  STATE/COUNTY-  TX/FISHER
 CU0898  USGS QUAD   -  ROBY (1969)
 CU0898
 CU0898                         *CURRENT SURVEY CONTROL
 CU0898  ___________________________________________________________________
 CU0898* NAD 83(1993)-  32 44 35.87785(N)    100 22 47.11249(W)     ADJUSTED  
 CU0898* NAVD 88     -       597.93   (+/-2cm)    1961.7    (feet)  VERTCON   
 CU0898  ___________________________________________________________________
 CU0898  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CU0898  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CU0898
 CU0898  HORZ ORDER  -  SECOND
 CU0898  VERT ORDER  -  THIRD ? (See Below)
 CU0898
 CU0898.The horizontal coordinates were established by classical geodetic methods
 CU0898.and adjusted by the National Geodetic Survey in February 1996..
 CU0898
 CU0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0898.The vertical order pertains to the NGVD 29 superseded value.
 CU0898
 CU0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0898
 CU0898.The geoid height was determined by GEOID03.
 CU0898
 CU0898;                    North         East     Units Scale Factor Converg.
 CU0898;SPC TXNC     - 2,120,963.667   423,853.366   MT  0.99988701   -1 01 30.7
 CU0898;SPC TXNC     - 6,958,528.30  1,390,592.25   sFT  0.99988701   -1 01 30.7
 CU0898;UTM  14      - 3,623,671.631   370,732.009   MT  0.99980605   -0 44 47.0
 CU0898
 CU0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0898!SPC TXNC     -   0.99991054  x   0.99988701  =   0.99979756
 CU0898!UTM  14      -   0.99991054  x   0.99980605  =   0.99971661
 CU0898
 CU0898                          SUPERSEDED SURVEY CONTROL
 CU0898
 CU0898  NAD 83(1986)-  32 44 35.88360(N)    100 22 47.10326(W) AD(       ) 2
 CU0898  NAD 27      -  32 44 35.49400(N)    100 22 45.72000(W) AD(       ) 2
 CU0898  NGVD 29 (07/19/86)  597.69   (m)         1960.9    (f) LEVELING    3  
 CU0898
 CU0898.Superseded values are not recommended for survey control.
 CU0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0898.See file dsdata.txt to determine how the superseded data were derived.
 CU0898
 CU0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7073223672(NAD 83)
 CU0898_MARKER: Z = SEE DESCRIPTION
 CU0898_SETTING: 0 = UNSPECIFIED SETTING
 CU0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0898
 CU0898  HISTORY     - Date     Condition        Report By
 CU0898  HISTORY     - 1935     MONUMENTED       CGS
 CU0898  HISTORY     - 1938     GOOD             TXHD
 CU0898
 CU0898                          STATION DESCRIPTION
 CU0898
 CU0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0898'NO DESCRIPTION AVAILABLE.  THE DISTANCE TO STATION ROBY IS 4.91
 CU0898'FEET, N 17 DEG 07 MIN E.
 CU0898
 CU0898                          STATION RECOVERY (1938)
 CU0898
 CU0898'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0898'STATION WAS FOUND IN GOOD CONDITION, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0899 ***********************************************************************
 CU0899  DESIGNATION -  ROBY MUNICIPAL TANK
 CU0899  PID         -  CU0899
 CU0899  STATE/COUNTY-  TX/FISHER
 CU0899  USGS QUAD   -  ROBY (1969)
 CU0899
 CU0899                         *CURRENT SURVEY CONTROL
 CU0899  ___________________________________________________________________
 CU0899* NAD 83(1993)-  32 44 54.66236(N)    100 23 01.40307(W)     ADJUSTED  
 CU0899* NAVD 88     -                                                        
 CU0899  ___________________________________________________________________
 CU0899  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 CU0899  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CU0899
 CU0899  HORZ ORDER  -  THIRD
 CU0899
 CU0899.The horizontal coordinates were established by classical geodetic methods
 CU0899.and adjusted by the National Geodetic Survey in February 1996..
 CU0899
 CU0899
 CU0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0899
 CU0899.The geoid height was determined by GEOID03.
 CU0899
 CU0899;                    North         East     Units Scale Factor Converg.
 CU0899;SPC TXNC     - 2,121,548.838   423,491.799   MT  0.99988653   -1 01 38.5
 CU0899;SPC TXNC     - 6,960,448.15  1,389,406.01   sFT  0.99988653   -1 01 38.5
 CU0899;UTM  14      - 3,624,254.990   370,367.629   MT  0.99980721   -0 44 55.1
 CU0899
 CU0899                          SUPERSEDED SURVEY CONTROL
 CU0899
 CU0899  NAD 83(1986)-  32 44 54.66815(N)    100 23 01.39327(W) AD(       ) 4
 CU0899  NAD 27      -  32 44 54.27000(N)    100 23 00.00200(W) AD(       ) 3
 CU0899
 CU0899.Superseded values are not recommended for survey control.
 CU0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0899.See file dsdata.txt to determine how the superseded data were derived.
 CU0899
 CU0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7036824255(NAD 83)
 CU0899_MARKER: 51 = TANK
 CU0899
 CU0899  HISTORY     - Date     Condition        Report By
 CU0899  HISTORY     - 1935     FIRST OBSERVED   CGS
 CU0899  HISTORY     - 1968     GOOD             CGS
 CU0899
 CU0899                          STATION DESCRIPTION
 CU0899
 CU0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0899'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK LOCATED
 CU0899'IN THE NORTHWESTERN PART OF TOWN.  IT IS APPROXIMATELY 100 FEET
 CU0899'HIGH.
 CU0899
 CU0899                          STATION RECOVERY (1968)
 CU0899
 CU0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0899'RECOVERED AS DESCRIBED BY C. I. A. IN 1935.  THE DESCRIPTION IS
 CU0899'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0116 ***********************************************************************
 CU0116  DESIGNATION -  ROBY RM 2
 CU0116  PID         -  CU0116
 CU0116  STATE/COUNTY-  TX/FISHER
 CU0116  USGS QUAD   -  ROBY (1969)
 CU0116
 CU0116                         *CURRENT SURVEY CONTROL
 CU0116  ___________________________________________________________________
 CU0116* NAD 83(1986)-  32 44 35.     (N)    100 22 46.     (W)     SCALED    
 CU0116* NAVD 88     -       598.493  (meters)    1963.56   (feet)  ADJUSTED  
 CU0116  ___________________________________________________________________
 CU0116  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CU0116  DYNAMIC HT  -         597.705 (meters)    1960.97  (feet)  COMP
 CU0116  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CU0116
 CU0116  VERT ORDER  -  SECOND    CLASS 0
 CU0116
 CU0116.The horizontal coordinates were scaled from a topographic map and have
 CU0116.an estimated accuracy of +/- 6 seconds.
 CU0116
 CU0116.The orthometric height was determined by differential leveling
 CU0116.and adjusted by the National Geodetic Survey in June 1991..
 CU0116
 CU0116.The geoid height was determined by GEOID03.
 CU0116
 CU0116.The dynamic height is computed by dividing the NAVD 88
 CU0116.geopotential number by the normal gravity value computed on the
 CU0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0116.degrees latitude (g = 980.6199 gals.).
 CU0116
 CU0116.The modeled gravity was interpolated from observed gravity values.
 CU0116
 CU0116;                    North         East    Units  Estimated Accuracy
 CU0116;SPC TXNC     - 2,120,940.      423,880.      MT  (+/- 180 meters Scaled)
 CU0116
 CU0116                          SUPERSEDED SURVEY CONTROL
 CU0116
 CU0116  NGVD 29 (??/??/92)  598.257  (m)         1962.78   (f) ADJ UNCH    2 0
 CU0116
 CU0116.Superseded values are not recommended for survey control.
 CU0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0116.See file dsdata.txt to determine how the superseded data were derived.
 CU0116
 CU0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB707236(NAD 83)
 CU0116_MARKER: DR = REFERENCE MARK DISK
 CU0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0116_STAMPING: ROBY NO 2 1935
 CU0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0116+STABILITY: SURFACE MOTION
 CU0116
 CU0116  HISTORY     - Date     Condition        Report By
 CU0116  HISTORY     - 1935     MONUMENTED       CGS
 CU0116  HISTORY     - 1961     GOOD             NGS
 CU0116
 CU0116                          STATION DESCRIPTION
 CU0116
 CU0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0116'0.25 MI SW FROM ROBY.
 CU0116'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 CU0116'AT ROBY, THENCE 0.15 MILE WEST ALONG A DIRT STREET, 25 FEET NORTHWEST
 CU0116'OF THE NORTHWEST CORNER OF A SCHOOLHOUSE, 78 FEET EAST OF THE CENTER
 CU0116'LINE OF THE STREET, 79.5 FEET SOUTHEAST OF ROBY 1935 1958, 31 FEET
 CU0116'SOUTH OF A STONE FENCE WHICH IS 2 FEET HIGH, AND SET IN THE TOP OF A
 CU0116'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0910 ***********************************************************************
 CU0910  DESIGNATION -  ROBY SW BELL TEL CO MAST
 CU0910  PID         -  CU0910
 CU0910  STATE/COUNTY-  TX/FISHER
 CU0910  USGS QUAD   -  ROTAN (1981)
 CU0910
 CU0910                         *CURRENT SURVEY CONTROL
 CU0910  ___________________________________________________________________
 CU0910* NAD 83(1993)-  32 45 11.00435(N)    100 23 04.22234(W)     ADJUSTED  
 CU0910* NAVD 88     -                                                        
 CU0910  ___________________________________________________________________
 CU0910  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 CU0910  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CU0910
 CU0910  HORZ ORDER  -  THIRD
 CU0910
 CU0910.The horizontal coordinates were established by classical geodetic methods
 CU0910.and adjusted by the National Geodetic Survey in February 1996..
 CU0910
 CU0910
 CU0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0910
 CU0910.The geoid height was determined by GEOID03.
 CU0910
 CU0910;                    North         East     Units Scale Factor Converg.
 CU0910;SPC TXNC     - 2,122,053.440   423,427.455   MT  0.99988612   -1 01 40.1
 CU0910;SPC TXNC     - 6,962,103.66  1,389,194.91   sFT  0.99988612   -1 01 40.1
 CU0910;UTM  14      - 3,624,759.233   370,300.837   MT  0.99980742   -0 44 56.9
 CU0910
 CU0910                          SUPERSEDED SURVEY CONTROL
 CU0910
 CU0910  NAD 83(1993)-  32 45 11.01066(N)    100 23 04.21375(W) AD(       ) 4
 CU0910  NAD 83(1986)-  32 45 11.01013(N)    100 23 04.21248(W) AD(       ) 4
 CU0910  NAD 27      -  32 45 10.61813(N)    100 23 02.82616(W) AD(       ) 3
 CU0910
 CU0910.Superseded values are not recommended for survey control.
 CU0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0910.See file dsdata.txt to determine how the superseded data were derived.
 CU0910
 CU0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7030124759(NAD 83)
 CU0910
 CU0910  HISTORY     - Date     Condition        Report By
 CU0910  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0910
 CU0910                          STATION DESCRIPTION
 CU0910
 CU0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0910'IT IS A LACED, STEEL MAST PAINTED RED AND WHITE AND IS ABOUT 140
 CU0910'FEET HIGH.  THE POINT INTERSECTED IS THE TOP-CENTER OF THE MAST.
 CU0910'
 CU0910'TO REACH FROM THE FISHER COUNTY COURTHOUSE IN ROBY, GO NORTH ON
 CU0910'STATE HIGHWAY 70 FOR 0.55 MILE TO A DIRT ROAD LEFT, TURN LEFT AND GO
 CU0910'WEST ON A DIRT ROAD FOR 0.2 MILE TO THE TOP OF A SMALL KNOLL AND
 CU0910'THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0907 ***********************************************************************
 DO0907  DESIGNATION -  ROCHESTER ET
 DO0907  PID         -  DO0907
 DO0907  STATE/COUNTY-  TX/HASKELL
 DO0907  USGS QUAD   -  ROCHESTER (1967)
 DO0907
 DO0907                         *CURRENT SURVEY CONTROL
 DO0907  ___________________________________________________________________
 DO0907* NAD 83(1993)-  33 19 01.66401(N)    099 50 41.97162(W)     ADJUSTED  
 DO0907* NAVD 88     -       488.9    (meters)    1604.     (feet)  VERTCON   
 DO0907  ___________________________________________________________________
 DO0907  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DO0907  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DO0907
 DO0907  HORZ ORDER  -  SECOND
 DO0907
 DO0907.The horizontal coordinates were established by classical geodetic methods
 DO0907.and adjusted by the National Geodetic Survey in February 1996..
 DO0907
 DO0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0907
 DO0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0907
 DO0907.The geoid height was determined by GEOID03.
 DO0907
 DO0907;                    North         East     Units Scale Factor Converg.
 DO0907;SPC TXNC     - 2,183,822.056   474,775.790   MT  0.99988332   -0 44 00.8
 DO0907;SPC TXNC     - 7,164,756.20  1,557,660.24   sFT  0.99988332   -0 44 00.8
 DO0907;UTM  14      - 3,686,763.362   421,346.817   MT  0.99967627   -0 27 51.0
 DO0907
 DO0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0907!SPC TXNC     -   0.99992775  x   0.99988332  =   0.99981108
 DO0907!UTM  14      -   0.99992775  x   0.99967627  =   0.99960404
 DO0907
 DO0907|---------------------------------------------------------------------|
 DO0907| PID    Reference Object                     Distance      Geod. Az  |
 DO0907|                                                           dddmmss.s |
 DO0907| CX8101 ROCHESTER ET RM 2                     7.549 METERS 08843     |
 DO0907| CX8100 ROCHESTER ET RM 1                     6.169 METERS 26906     |
 DO0907| DO0909 ALVIS ET                            APPROX. 7.1 KM 2903704.1 |
 DO0907|---------------------------------------------------------------------|
 DO0907
 DO0907                          SUPERSEDED SURVEY CONTROL
 DO0907
 DO0907  NAD 83(1993)-  33 19 01.66589(N)    099 50 41.97164(W) AD(       ) 2
 DO0907  NAD 83(1986)-  33 19 01.67062(N)    099 50 41.96375(W) AD(       ) 2
 DO0907  NAD 27      -  33 19 01.31804(N)    099 50 40.62986(W) AD(       ) 2
 DO0907  NGVD 29 (07/19/86)  488.7    (m)         1603.     (f) VERT ANG       
 DO0907
 DO0907.Superseded values are not recommended for survey control.
 DO0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0907.See file dsdata.txt to determine how the superseded data were derived.
 DO0907
 DO0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2134786763(NAD 83)
 DO0907_MARKER: DD = SURVEY DISK
 DO0907_SETTING: 0 = UNSPECIFIED SETTING
 DO0907
 DO0907  HISTORY     - Date     Condition        Report By
 DO0907  HISTORY     - 1966     MONUMENTED       USGS
 DO0907
 DO0907                          STATION DESCRIPTION
 DO0907
 DO0907'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (CFL)
 DO0907'LOCATED NORTH 82 DEG EAST, ABOUT 0.6 MILE (AIRLINE) FROM
 DO0907'ROCHESTER, TEXAS.  AND SOUTH 11 DEG WEST, ABOUT 7 MILES (AIRLINE)
 DO0907'FROM KNOX CITY, TEXAS.  THE STATION IS LOCATED ON THE RIGHT-OF-WAY
 DO0907'OF FARM-TO-MARKET ROAD 617, 36.5 FT. NORTH OF THE CENTER OF THE
 DO0907'ROAD, 113 FT. WEST OF A FIELD ROAD NORTH, AND 2.8 FT. SOUTHEAST
 DO0907'OF A USGS WITNESS SIGN ON A METAL POST.  THE STATION SITE CAN BE
 DO0907'LOCATED FROM THE WICHITA FALLS (NI 14-8) 1--250,000 SERIES
 DO0907'MAP.
 DO0907'
 DO0907'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0907'
 DO0907'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0907'ROD DRIVEN TO A DEPTH OF 20 FT., CENTERED IN AN 6-INCH TILE,
 DO0907'12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH
 DO0907'THE GROUND AND IS STAMPED ROCHESTER ET 1966.
 DO0907'
 DO0907'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO
 DO0907'A COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FT., FLUSH WITH THE
 DO0907'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0907'GRAVEL, LOCATED 20.24 FT. (6.169 METERS), WEST OF THE STATION
 DO0907'MARK AND IS STAMPED ROCHESTER ET NO. 1 1966.
 DO0907'
 DO0907'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0907'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FT., FLUSH WITH THE
 DO0907'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED
 DO0907'WITH GRAVEL, LOCATED 24.765 FT. (7.549 METERS), EAST OF THE
 DO0907'STATION MARK AND IS STAMPED ROCHESTER ET 1966.
 DO0907'
 DO0907'ALVIS ET 1966 IS VISIBLE FROM THE GROUND AT THIS STATION AND WILL
 DO0907'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0906 ***********************************************************************
 DO0906  DESIGNATION -  ROCHESTER MCI MICROWAVE
 DO0906  PID         -  DO0906
 DO0906  STATE/COUNTY-  TX/HASKELL
 DO0906  USGS QUAD   -  ROCHESTER (1967)
 DO0906
 DO0906                         *CURRENT SURVEY CONTROL
 DO0906  ___________________________________________________________________
 DO0906* NAD 83(1993)-  33 19 03.15795(N)    099 48 41.34520(W)     ADJUSTED  
 DO0906* NAVD 88     -                                                        
 DO0906  ___________________________________________________________________
 DO0906  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 DO0906  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DO0906
 DO0906  HORZ ORDER  -  THIRD
 DO0906
 DO0906.The horizontal coordinates were established by classical geodetic methods
 DO0906.and adjusted by the National Geodetic Survey in February 1996..
 DO0906
 DO0906
 DO0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0906
 DO0906.The geoid height was determined by GEOID03.
 DO0906
 DO0906;                    North         East     Units Scale Factor Converg.
 DO0906;SPC TXNC     - 2,183,828.629   477,895.869   MT  0.99988335   -0 42 55.0
 DO0906;SPC TXNC     - 7,164,777.76  1,567,896.70   sFT  0.99988335   -0 42 55.0
 DO0906;UTM  14      - 3,686,784.605   424,466.175   MT  0.99967034   -0 26 44.7
 DO0906
 DO0906                          SUPERSEDED SURVEY CONTROL
 DO0906
 DO0906  NAD 83(1993)-  33 19 03.15958(N)    099 48 41.34598(W) AD(       ) 4
 DO0906  NAD 83(1986)-  33 19 03.16393(N)    099 48 41.33874(W) AD(       ) 4
 DO0906  NAD 27      -  33 19 02.80798(N)    099 48 40.00547(W) AD(       ) 3
 DO0906
 DO0906.Superseded values are not recommended for survey control.
 DO0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0906.See file dsdata.txt to determine how the superseded data were derived.
 DO0906
 DO0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2446686785(NAD 83)
 DO0906_MARKER: 44 = MICROWAVE MAST
 DO0906
 DO0906  HISTORY     - Date     Condition        Report By
 DO0906  HISTORY     - 1974     FIRST OBSERVED   NGS
 DO0906
 DO0906                          STATION DESCRIPTION
 DO0906
 DO0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0906'ROCHESTER, MCI TELE-COMMUNICATIONS CORPORATION, MICROWAVE
 DO0906'MAST IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED,
 DO0906'PAINTED ALTERNATELY RED AND WHITE, HAS FOUR LARGE BLUE REFLECTORS,
 DO0906'AND AN OVERALL HEIGHT OF 215 FEET.
 DO0906'
 DO0906'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 283 AND FARM ROAD 617
 DO0906'IN ROCHESTER, GO EAST ON FARM ROAD 617 FOR 2.35 MILES TO THE MAST ON
 DO0906'THE LEFT.
 DO0906'
 DO0906'STATION IS THE BLINKING RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0908 ***********************************************************************
 DO0908  DESIGNATION -  ROCHESTER MUN TANK
 DO0908  PID         -  DO0908
 DO0908  STATE/COUNTY-  TX/HASKELL
 DO0908  USGS QUAD   -  ROCHESTER (1967)
 DO0908
 DO0908                         *CURRENT SURVEY CONTROL
 DO0908  ___________________________________________________________________
 DO0908* NAD 83(1993)-  33 18 54.68155(N)    099 51 18.34364(W)     ADJUSTED  
 DO0908* NAVD 88     -                                                        
 DO0908  ___________________________________________________________________
 DO0908  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 DO0908  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DO0908
 DO0908  HORZ ORDER  -  THIRD
 DO0908
 DO0908.The horizontal coordinates were established by classical geodetic methods
 DO0908.and adjusted by the National Geodetic Survey in February 1996..
 DO0908
 DO0908
 DO0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0908
 DO0908.The geoid height was determined by GEOID03.
 DO0908
 DO0908;                    North         East     Units Scale Factor Converg.
 DO0908;SPC TXNC     - 2,183,619.069   473,832.405   MT  0.99988316   -0 44 20.6
 DO0908;SPC TXNC     - 7,164,090.23  1,554,565.15   sFT  0.99988316   -0 44 20.6
 DO0908;UTM  14      - 3,686,555.985   420,404.591   MT  0.99967811   -0 28 10.9
 DO0908
 DO0908                          SUPERSEDED SURVEY CONTROL
 DO0908
 DO0908  NAD 83(1993)-  33 18 54.68324(N)    099 51 18.34456(W) AD(       ) 4
 DO0908  NAD 83(1986)-  33 18 54.68723(N)    099 51 18.33785(W) AD(       ) 4
 DO0908  NAD 27      -  33 18 54.33359(N)    099 51 17.00083(W) AD(       ) 3
 DO0908
 DO0908.Superseded values are not recommended for survey control.
 DO0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0908.See file dsdata.txt to determine how the superseded data were derived.
 DO0908
 DO0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2040586556(NAD 83)
 DO0908_MARKER: 53 = ELEVATED TANK
 DO0908
 DO0908  HISTORY     - Date     Condition        Report By
 DO0908  HISTORY     - 1967     FIRST OBSERVED   USGS
 DO0908  HISTORY     - 1974     GOOD             NGS
 DO0908
 DO0908                          STATION DESCRIPTION
 DO0908
 DO0908'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CFL)
 DO0908'LOCATED 0.15 MILE WEST AND 0.75 MILE SOUTH OF THE JUNCTION OF
 DO0908'STATE HIGHWAY 283 AND FARM ROAD 617.  148 FEET WEST OF A NS STREET
 DO0908'AND 130 FEET NORTH OF AN EW STREET, IN THE TOWN OF ROCHESTER,
 DO0908'TEXAS.
 DO0908'
 DO0908'POINT OBSERVED--TOP CENTER OF A SILVER WATER TANK MOUNTED ON
 DO0908'FOUR STEEL LEGS.
 DO0908'
 DO0908'THIS STATION WAS INTERSECTED FROM STATIONS ALVIS ET 1966,
 DO0908'CHILD ET 1966, AND KNOX CITY ET 1966.
 DO0908
 DO0908                          STATION RECOVERY (1974)
 DO0908
 DO0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0908'ROCHESTER MUNICIPAL WATER TANK IS A FOUR LEGGED STEEL
 DO0908'STRUCTURE, 120 FEET HIGH, PAINTED SILVER, WITH CONICAL TYPE
 DO0908'TANK, AND HAS THE LETTERS ROCHESTER IN BLACK ON THE WEST SIDE.
 DO0908'
 DO0908'TANK IS LOCATED ABOUT 50 YARDS SOUTHEAST OF THE POST OFFICE
 DO0908'IN ROCHESTER.
 DO0908'
 DO0908'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1175 ***********************************************************************
 CA1175  DESIGNATION -  ROCK
 CA1175  PID         -  CA1175
 CA1175  STATE/COUNTY-  TX/CONCHO
 CA1175  USGS QUAD   -  PAINT ROCK (1967)
 CA1175
 CA1175                         *CURRENT SURVEY CONTROL
 CA1175  ___________________________________________________________________
 CA1175* NAD 83(1993)-  31 33 15.33737(N)    099 55 15.47592(W)     ADJUSTED  
 CA1175* NAVD 88     -       518.3    (meters)    1700.     (feet)  VERTCON   
 CA1175  ___________________________________________________________________
 CA1175  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CA1175  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CA1175
 CA1175  HORZ ORDER  -  SECOND
 CA1175
 CA1175.The horizontal coordinates were established by classical geodetic methods
 CA1175.and adjusted by the National Geodetic Survey in February 1996..
 CA1175
 CA1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1175
 CA1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1175
 CA1175.The geoid height was determined by GEOID03.
 CA1175
 CA1175;                    North         East     Units Scale Factor Converg.
 CA1175;SPC TX C     - 3,209,326.041   739,150.354   MT  0.99992816   +0 12 44.6
 CA1175;SPC TX C     -10,529,263.85  2,425,029.12   sFT  0.99992816   +0 12 44.6
 CA1175;UTM  14      - 3,491,398.200   412,589.965   MT  0.99969423   -0 28 55.1
 CA1175
 CA1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1175!SPC TX C     -   0.99992252  x   0.99992816  =   0.99985069
 CA1175!UTM  14      -   0.99992252  x   0.99969423  =   0.99961677
 CA1175
 CA1175:                Primary Azimuth Mark                     Grid Az
 CA1175:SPC TX C     -  FUZZY                                    016 51 22.9
 CA1175:UTM  14      -  FUZZY                                    017 33 02.6
 CA1175
 CA1175|---------------------------------------------------------------------|
 CA1175| PID    Reference Object                     Distance      Geod. Az  |
 CA1175|                                                           dddmmss.s |
 CA1175| CA1176 FUZZY                               APPROX. 6.4 KM 0170407.5 |
 CA1175| CV6130 ROCK RM 2                            29.491 METERS 08617     |
 CA1175| CV6129 ROCK RM 1                            27.097 METERS 35954     |
 CA1175|---------------------------------------------------------------------|
 CA1175
 CA1175                          SUPERSEDED SURVEY CONTROL
 CA1175
 CA1175  NAD 83(1986)-  31 33 15.34446(N)    099 55 15.46161(W) AD(       ) 2
 CA1175  NAD 27      -  31 33 14.78084(N)    099 55 14.17199(W) AD(       ) 2
 CA1175  NGVD 29 (07/19/86)  518.2    (m)         1700.     (f) VERT ANG       
 CA1175
 CA1175.Superseded values are not recommended for survey control.
 CA1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1175.See file dsdata.txt to determine how the superseded data were derived.
 CA1175
 CA1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1259091398(NAD 83)
 CA1175_MARKER: DD = SURVEY DISK
 CA1175_SETTING: 0 = UNSPECIFIED SETTING
 CA1175
 CA1175  HISTORY     - Date     Condition        Report By
 CA1175  HISTORY     - 1967     MONUMENTED       USGS
 CA1175  HISTORY     - 19991231 GOOD             USPSQD
 CA1175
 CA1175                          STATION DESCRIPTION
 CA1175
 CA1175'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IJB)
 CA1175'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTH AND 1.4 MILES
 CA1175'EAST OF BALLINGER, ABOUT 3.2 MILES NORTH OF PAINT ROCK, 0.35
 CA1175'MILE SOUTH OF THE JUNCTION OF FARM ROAD 1929 WITH U.S. HIGHWAY
 CA1175'83, 125 FEET SOUTH-SOUTHWEST OF A HISTORICAL MARKER, 47 FEET
 CA1175'WEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 3 FEET EAST OF
 CA1175'RIGHT-OF-WAY FENCE AND 2.5 FEET EAST OF A METAL WITNESS POST.
 CA1175'
 CA1175'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 380
 CA1175'AND U.S. HIGHWAY 83 IN PAINT ROCK, PROCEED NORTH 3.2 MILES
 CA1175'ALONG U.S. HIGHWAY 83 TO THE STATION ON THE LEFT.
 CA1175'
 CA1175'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1175'STEEL ROD DRIVEN TO A DEPTH OF 10.0 FEET, CENTERED IN A 6
 CA1175'INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1175'GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED
 CA1175'ROCK ET 1967.
 CA1175'
 CA1175'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1175'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10
 CA1175'FEET, CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CA1175'LONG, FILLED WITH GRAVEL.  36 FEET SOUTH-SOUTHWEST OF A
 CA1175'HISTORICAL MARKER, 2 FEET SOUTH OF A TELEPHONE POLE AND 2
 CA1175'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE.  THE TABLET
 CA1175'IS SET FLUSH WITH GROUND AND STAMPED NO. 1 ROCK ET 1967.
 CA1175'
 CA1175'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1175'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF
 CA1175'10 FEET, CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12
 CA1175'INCHES LONG FILLED WITH GRAVEL.  48 FEET EAST OF THE CENTER LINE
 CA1175'OF THE HIGHWAY AND 2 FEET WEST OF THE EAST RIGHT-OF-WAY
 CA1175'FENCE LINE.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1175'NO 2 ROCK ET 1967.
 CA1175'
 CA1175'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 127.22 FEET
 CA1175'(38.775 METERS).
 CA1175'
 CA1175'STATION FUZZY ET, 3.9 MILES NORTH-NORTHEAST, IS VISIBLE
 CA1175'FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CA1175'
 CA1175'ELEVATION = 1700.19 FEET (FLY LEVEL).
 CA1175
 CA1175                          STATION RECOVERY (1999)
 CA1175
 CA1175'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0741 ***********************************************************************
 DO0741  DESIGNATION -  ROCK
 DO0741  PID         -  DO0741
 DO0741  STATE/COUNTY-  TX/YOUNG
 DO0741  USGS QUAD   -  ROSS MOUNTAIN (1981)
 DO0741
 DO0741                         *CURRENT SURVEY CONTROL
 DO0741  ___________________________________________________________________
 DO0741* NAD 83(1993)-  33 01 49.01658(N)    098 26 32.32211(W)     ADJUSTED  
 DO0741* NAVD 88     -       447.2    (meters)    1467.     (feet)  VERTCON   
 DO0741  ___________________________________________________________________
 DO0741  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DO0741  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DO0741
 DO0741  HORZ ORDER  -  THIRD
 DO0741
 DO0741.The horizontal coordinates were established by classical geodetic methods
 DO0741.and adjusted by the National Geodetic Survey in February 1996..
 DO0741
 DO0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0741
 DO0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0741
 DO0741.The geoid height was determined by GEOID03.
 DO0741
 DO0741;                    North         East     Units Scale Factor Converg.
 DO0741;SPC TXNC     - 2,151,212.412   605,388.629   MT  0.99987269   +0 01 53.3
 DO0741;SPC TXNC     - 7,057,769.39  1,986,179.19   sFT  0.99987269   +0 01 53.3
 DO0741;UTM  14      - 3,654,782.218   552,079.450   MT  0.99963344   +0 18 14.4
 DO0741
 DO0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0741!SPC TXNC     -   0.99993435  x   0.99987269  =   0.99980705
 DO0741!UTM  14      -   0.99993435  x   0.99963344  =   0.99956781
 DO0741
 DO0741:                Primary Azimuth Mark                     Grid Az
 DO0741:SPC TXNC     -  DARK ET                                  114 23 26.8
 DO0741:UTM  14      -  DARK ET                                  114 07 05.7
 DO0741
 DO0741|---------------------------------------------------------------------|
 DO0741| PID    Reference Object                     Distance      Geod. Az  |
 DO0741|                                                           dddmmss.s |
 DO0741| CT0992 DARK ET                             APPROX.12.3 KM 1142520.1 |
 DO0741|---------------------------------------------------------------------|
 DO0741
 DO0741                          SUPERSEDED SURVEY CONTROL
 DO0741
 DO0741  NAD 83(1993)-  33 01 49.01872(N)    098 26 32.31429(W) AD(       ) 3
 DO0741  NAD 83(1986)-  33 01 49.02295(N)    098 26 32.30758(W) AD(       ) 3
 DO0741  NAD 27      -  33 01 48.59642(N)    098 26 31.11567(W) AD(       ) 3
 DO0741  NGVD 29 (07/19/86)  447.1    (m)         1467.     (f) VERT ANG       
 DO0741
 DO0741.Superseded values are not recommended for survey control.
 DO0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0741.See file dsdata.txt to determine how the superseded data were derived.
 DO0741
 DO0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5207954782(NAD 83)
 DO0741_MARKER: DD = SURVEY DISK
 DO0741_SETTING: 66 = SET IN ROCK OUTCROP
 DO0741_SP_SET: SET IN A ROCK LEDGE
 DO0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0741+STABILITY: POSITION/ELEVATION WELL
 DO0741
 DO0741  HISTORY     - Date     Condition        Report By
 DO0741  HISTORY     - 1957     MONUMENTED       USGS
 DO0741  HISTORY     - 1967     GOOD             USGS
 DO0741
 DO0741                          STATION DESCRIPTION
 DO0741
 DO0741'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 DO0741'STATION LOCATED ABOUT 9.5 MI. (AIRLINE) SE. OF GRAHAM, TEXAS, ABOUT
 DO0741'10.5 MI. (AIRLINE) N. OF MORRIS SHEPPARD DAM AND ABOUT 600 FT. E. OF
 DO0741'THE W. END OF A ROCKY T-SHAPED RIDGE, APPROXIMATELY IN LINE WITH SHORT
 DO0741'N-S. FENCE ON SOUTHERN SLOPE OF RIDGE.
 DO0741'
 DO0741'TO REACH STATION FROM THE COURTHOUSE AT GRAHAM, TEXAS, PROCEED SE. ON
 DO0741'STATE HIGHWAY 254 11.7 MI. TO Y-RD. OPPOSITE CHURCH, TURN LEFT ON
 DO0741'GRAVEL RD. AND PROCEED NE. AND N. 2.0 MI. TO T-RD. S., TURN LEFT AND
 DO0741'GO NW. 0.5 MI. TO FARM HOUSE NE. OF RD., CONTINUE PAST FARM HOUSE
 DO0741'ABOUT 0.1 MI. TO POINT OPPOSITE STOCK POND ABOUT 400 FT. NE. OF RD.
 DO0741'LEAVE TRUCK AND FOLLOW N-S. FENCE LINE TO TOP OF RIDGE AND STATION,
 DO0741'ABOUT 15 MINUTE PACK.
 DO0741'
 DO0741'STATION MARK--STANDARD TABLET CEMENTED INTO ROCK LEDGE LEVEL WITH
 DO0741'SURROUNDING GROUND AND STAMPED ---ROCK 1957---.
 DO0741
 DO0741                          STATION RECOVERY (1967)
 DO0741
 DO0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DO0741'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3102 ***********************************************************************
 CS3102  DESIGNATION -  ROCK
 CS3102  PID         -  CS3102
 CS3102  STATE/COUNTY-  TX/JOHNSON
 CS3102  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3102
 CS3102                         *CURRENT SURVEY CONTROL
 CS3102  ___________________________________________________________________
 CS3102* NAD 83(1993)-  32 20 55.28839(N)    097 25 41.99464(W)     ADJUSTED  
 CS3102* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 CS3102  ___________________________________________________________________
 CS3102  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CS3102  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS3102
 CS3102  HORZ ORDER  -  SECOND
 CS3102
 CS3102.The horizontal coordinates were established by classical geodetic methods
 CS3102.and adjusted by the National Geodetic Survey in February 1996..
 CS3102
 CS3102.The orthometric height was scaled from a topographic map.
 CS3102
 CS3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3102
 CS3102.The geoid height was determined by GEOID03.
 CS3102
 CS3102;                    North         East     Units Scale Factor Converg.
 CS3102;SPC TXNC     - 2,076,145.387   700,873.115   MT  0.99994732   +0 35 04.1
 CS3102;SPC TXNC     - 6,811,486.99  2,299,447.88   sFT  0.99994732   +0 35 04.1
 CS3102;UTM  14      - 3,580,172.080   647,895.882   MT  0.99986974   +0 50 28.0
 CS3102
 CS3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3102!SPC TXNC     -   0.99996367  x   0.99994732  =   0.99991100
 CS3102!UTM  14      -   0.99996367  x   0.99986974  =   0.99983342
 CS3102
 CS3102|---------------------------------------------------------------------|
 CS3102| PID    Reference Object                     Distance      Geod. Az  |
 CS3102|                                                           dddmmss.s |
 CS3102| CY3021 ROCK RM 1                            19.261 METERS 01521     |
 CS3102| CS3111 CLEBURNE RADIO STA KCLE TOWER       APPROX. 5.0 KM 0364456.5 |
 CS3102| CS3100 CLEBURNE SANTA FE RR RDHSE SK       APPROX. 4.5 KM 0795721.5 |
 CS3102| CY3023 ROCK RM 3                             9.412 METERS 08213     |
 CS3102| CY3020 ROCK AZ MK                                         0915257.1 |
 CS3102| CS3098 CLEBURNE JOHNSON CO CTHSE TWR       APPROX. 4.0 KM 0921956.0 |
 CS3102| CY3022 ROCK RM 2                            19.915 METERS 27155     |
 CS3102|---------------------------------------------------------------------|
 CS3102
 CS3102                          SUPERSEDED SURVEY CONTROL
 CS3102
 CS3102  NAD 83(1986)-  32 20 55.29330(N)    097 25 41.97459(W) AD(       ) 2
 CS3102  NAD 27      -  32 20 54.77600(N)    097 25 40.91100(W) AD(       ) 2
 CS3102
 CS3102.Superseded values are not recommended for survey control.
 CS3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3102.See file dsdata.txt to determine how the superseded data were derived.
 CS3102
 CS3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4789680172(NAD 83)
 CS3102_MARKER: DS = TRIANGULATION STATION DISK
 CS3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3102
 CS3102  HISTORY     - Date     Condition        Report By
 CS3102  HISTORY     - 1948     MONUMENTED       CGS
 CS3102  HISTORY     - 1953     GOOD             CGS
 CS3102  HISTORY     - 1959     MARK NOT FOUND   USGS
 CS3102  HISTORY     - 1961     GOOD             USGS
 CS3102  HISTORY     - 1977     GOOD             NGS
 CS3102  HISTORY     - 19940329 MARK NOT FOUND   USPSQD
 CS3102  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3102
 CS3102                          STATION DESCRIPTION
 CS3102
 CS3102'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3102'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF CLEBURNE,
 CS3102'ALONG THE SOUTH SIDE OF THE ROAD.  IT IS 33 FEET SOUTH OF THE
 CS3102'CENTERLINE OF THE ROAD, 10 FEET SOUTHWEST OF A TELEPHONE POLE
 CS3102'WITH TRIANGLE BLAZE AND 7 FEET SOUTHWEST OF A WITNESS POST.
 CS3102'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ROCK 1948.
 CS3102'
 CS3102'REFERENCE MARK NO. 1 IS 63.19 FEET NORTH-NORTHEAST OF THE STATION,
 CS3102'29 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH
 CS3102'OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 CS3102'STAMPED ROCK NO 1 1948.
 CS3102'
 CS3102'REFERENCE MARK NO. 2 IS 65.35 FEET WEST OF THE STATION, 50
 CS3102'FEET EAST OF DOUBLE TELEPHONE POLES AND 30 FEET SOUTH OF THE
 CS3102'CENTERLINE OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND THE
 CS3102'DISK IS STAMPED ROCK NO 2 1948.
 CS3102'
 CS3102'AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION, 82 FEET
 CS3102'SOUTH OF THE CENTERLINE OF THE ROAD, 50 FEET SOUTH-SOUTHEAST
 CS3102'OF A FENCE CORNER, 3 FEET SOUTH OF A WITNESS POST AND 1 FOOT
 CS3102'WEST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 CS3102'IS STAMPED ROCK 1948.
 CS3102'
 CS3102'TO REACH FROM THE COURT HOUSE IN CLEBURNE, GO NORTH ON STATE
 CS3102'HIGHWAY 174 FOR 0.7 MILE, TURN LEFT ON WILLIAMS AVE. FOR
 CS3102'0.5 MILE, TURN RIGHT ON GRANBURY ST. FOR 0.15 MILE, TURN
 CS3102'LEFT ON WOODWARD AVE. FOR 1.7 MILES TO THE AZIMUTH MARK ON
 CS3102'THE LEFT, CONTINUE ON WEST FOR 0.3 MILE TO THE STATION ON
 CS3102'THE LEFT AS DESCRIBED.
 CS3102'
 CS3102'OBSERVATIONS TAKEN FROM A 4 FOOT WOODEN STAND.
 CS3102'
 CS3102'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS3102
 CS3102                          STATION RECOVERY (1953)
 CS3102
 CS3102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3102'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 CS3102'DESCRIBED.  THE AZIMUTH MONUMENT WAS FOUND PULLED OUT AND
 CS3102'ALONG THE MAIN ROAD.  THE DISK HAD BEEN REMOVED.  ALL FENCES
 CS3102'ARE GONE FROM THE VICINITY OF THE MARKS WHICH ARE NOW AT
 CS3102'THE EDGE OF CULTIVATED FIELDS.
 CS3102
 CS3102                          STATION RECOVERY (1959)
 CS3102
 CS3102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS3102'STATION WAS SEARCHED FOR BUT NOT FOUND.
 CS3102'
 CS3102'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 CS3102'
 CS3102'REFERENCE MARK 2 COULD NOT BE FOUND.
 CS3102'
 CS3102'AZIMUTH MARK PREVIOUSLUY REPORTED DESTROYED.
 CS3102
 CS3102                          STATION RECOVERY (1961)
 CS3102
 CS3102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS3102'THE STATION MARK WAS FOUND AS DESCRIBED, BUT IS NOW 3 INCHES
 CS3102'UNDERGROUND AND IN GOOD CONDITION.
 CS3102
 CS3102                          STATION RECOVERY (1977)
 CS3102
 CS3102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS3102'THE STATION MARK, REFERENCE MARK NO. 2, WERE RECOVERED AND FOUND IN
 CS3102'GOOD CONDITION.  REFERENCE MARK NO.1 AND THE AZIMUTH MARK WERE
 CS3102'FOUND TO HAVE BEEN DESTROYED.
 CS3102'
 CS3102'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO.2 WAS VERIFIED.
 CS3102'
 CS3102'REFERENCE MARK NO.3 WAS ESTABLISHED AT THIS TIME.
 CS3102'
 CS3102'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS3102'
 CS3102'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF CLEBURNE AND ALONG
 CS3102'THE SOUTH RIGHT-OF-WAY OF SURFACE ROAD.
 CS3102'
 CS3102'TO REACH THE STATION FROM THE CITY SQUARE IN CLEBURNE, GO WESTERLY ON
 CS3102'U.S. HIGHWAY 67 FOR 2.1 MILES TO THE JUNCTION OF NOLAN RIVER ROAD ON
 CS3102'THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON NOLAN RIVER ROAD FOR 1.0
 CS3102'MILE TO CROSSROADS, TURN LEFT AND GO WESTERLY ON SURFACE ROAD FOR
 CS3102'0.05 MILE TO STATION ON THE LEFT.
 CS3102'
 CS3102'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS3102'POST, THAT IS FLUSH AND IS STAMPED ROCK 1948.  IT IS 31 FEET SOUTH
 CS3102'OF THE CENTER LINE OF ROAD, WHICH IS ALSO MARKED WITH A RAILROAD
 CS3102'SPIKE DRIVEN FLUSH WITH THE SURFACE OF ROAD, AND IS 1.6 FEET
 CS3102'SOUTHEAST OF A METAL WITNESS POST.
 CS3102'
 CS3102'REFERENCE MARK NO.2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS3102'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED ROCK NO
 CS3102'2 1948.  IT IS 27 FEET WEST OF THE CENTER LINE OF ROAD.
 CS3102'
 CS3102'REFERENCE MARK NO.3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS3102'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED ROCK
 CS3102'1948 NO 3 1975.  IT IS 27 FEET WEST OF THE CENTER LINE OF ROAD.
 CS3102'
 CS3102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CLEBURNE 2-1/2
 CS3102'MILES W.
 CS3102
 CS3102                          STATION RECOVERY (1994)
 CS3102
 CS3102'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3102'MARK NOT FOUND.
 CS3102
 CS3102                          STATION RECOVERY (1999)
 CS3102
 CS3102'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0810 ***********************************************************************
 EN0810  DESIGNATION -  ROCK
 EN0810  PID         -  EN0810
 EN0810  STATE/COUNTY-  TX/BRISCOE
 EN0810  USGS QUAD   -  COPE CREEK (1981)
 EN0810
 EN0810                         *CURRENT SURVEY CONTROL
 EN0810  ___________________________________________________________________
 EN0810* NAD 83(1993)-  34 32 07.71497(N)    101 23 34.78525(W)     ADJUSTED  
 EN0810* NAVD 88     -      1017.     (meters)    3337.     (feet)  SCALED    
 EN0810  ___________________________________________________________________
 EN0810  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 EN0810  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EN0810
 EN0810  HORZ ORDER  -  FIRST
 EN0810
 EN0810.The horizontal coordinates were established by classical geodetic methods
 EN0810.and adjusted by the National Geodetic Survey in February 1996..
 EN0810
 EN0810.The orthometric height was scaled from a topographic map.
 EN0810
 EN0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0810
 EN0810.The geoid height was determined by GEOID03.
 EN0810
 EN0810;                    North         East     Units Scale Factor Converg.
 EN0810;SPC TX N     - 1,059,411.007   209,823.368   MT  1.00002851   +0 03 43.2
 EN0810;SPC TX N     - 3,475,750.95    688,395.50   sFT  1.00002851   +0 03 43.2
 EN0810;UTM  14      - 3,824,132.010   280,385.319   MT  1.00019452   -1 21 25.8
 EN0810
 EN0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0810!SPC TX N     -   0.99984455  x   1.00002851  =   0.99987306
 EN0810!UTM  14      -   0.99984455  x   1.00019452  =   1.00003904
 EN0810
 EN0810:                Primary Azimuth Mark                     Grid Az
 EN0810:SPC TX N     -  ROCK AZ MK                               014 45 14.4
 EN0810:UTM  14      -  ROCK AZ MK                               016 10 23.4
 EN0810
 EN0810|---------------------------------------------------------------------|
 EN0810| PID    Reference Object                     Distance      Geod. Az  |
 EN0810|                                                           dddmmss.s |
 EN0810| CJ8321 ROCK AZ MK                                         0144857.6 |
 EN0810| CJ8322 ROCK RM 1                            82.046 METERS 06044     |
 EN0810| EN0808 SILVERTON NESA INC MICRO MST        APPROX. 9.5 KM 0780031.3 |
 EN0810| CJ8323 ROCK RM 2                            76.651 METERS 11006     |
 EN0810| EN0838 SILVERTON MUNICIPAL TANK            APPROX.10.9 KM 1295837.7 |
 EN0810| EN0839 SILVERTON HIGHWAY RAD MST           APPROX.10.0 KM 1325906.2 |
 EN0810| EN0811 SILVERTON ATT MICRO RELAY MST       APPROX. 6.4 KM 3205338.3 |
 EN0810|---------------------------------------------------------------------|
 EN0810
 EN0810                          SUPERSEDED SURVEY CONTROL
 EN0810
 EN0810  NAD 83(1993)-  34 32 07.71840(N)    101 23 34.78063(W) AD(       ) 1
 EN0810  NAD 83(1986)-  34 32 07.72070(N)    101 23 34.77930(W) AD(       ) 1
 EN0810  NAD 27      -  34 32 07.49596(N)    101 23 33.18417(W) AD(       ) 1
 EN0810
 EN0810.Superseded values are not recommended for survey control.
 EN0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0810.See file dsdata.txt to determine how the superseded data were derived.
 EN0810
 EN0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8038524132(NAD 83)
 EN0810_MARKER: DS = TRIANGULATION STATION DISK
 EN0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0810
 EN0810  HISTORY     - Date     Condition        Report By
 EN0810  HISTORY     - 1964     MONUMENTED       CGS
 EN0810
 EN0810                          STATION DESCRIPTION
 EN0810
 EN0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0810'THE STATION IS ABOUT 20-3/4 MILES EAST OF TULIA, 7 MILES NORTHWEST
 EN0810'OF SILVERTON AND 4-1/4 MILES NORTH OF STATE HIGHWAY 86, ON THE
 EN0810'HIGHEST POINT OF A SMALL RISE OF A CULTIVATED FIELD.
 EN0810'
 EN0810'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 207 AND 86
 EN0810'IN THE WEST EDGE OF SILVERTON, GO WEST ON STATE HIGHWAY 86 FOR 4.2
 EN0810'MILES TO THE JUNCTION WITH FARM ROAD 284.  TURN RIGHT AND GO NORTH
 EN0810'ON FARM ROAD 284 FOR 2.9 MILES TO WHERE THE FARM ROAD TURNS LEFT,
 EN0810'WEST AND A GRADED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE AHEAD,
 EN0810'NORTH ON GRADED ROAD FOR 1.75 MILES TO A SIDE ROAD LEFT.  TURN
 EN0810'LEFT AND GO WEST ON GRADED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK
 EN0810'ON THE LEFT.  CONTINUE AHEAD, WEST ON GRADED ROAD FOR 0.2 MILE TO
 EN0810'A FARM HOUSE.  CONTINUE WESTERLY, PASSING TO THE NORTH SIDE OF
 EN0810'THE HOUSE FOR 0.1 MILE TO A BOARD GATE.  PASS THROUGH GATE AND
 EN0810'GO SOUTH FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 EN0810'CONTINUE SOUTH ALONG THE WEST SIDE OF A WIRE FENCE FOR 0.25 MILE TO
 EN0810'A WIRE GATE.  PASS THROUGH GATE AND CONTINUE SOUTH FOR 0.15 MILE
 EN0810'TO A FENCE CORNER.  TURN LEFT AND GO EAST ON FIELD ROAD FOR 0.1
 EN0810'MILE TO WHERE THE FIELD ROAD TURNS RIGHT, SOUTH.  TURN RIGHT AND
 EN0810'GO SOUTH FOR 0.15 MILE TO REFERENCE MARK 1 ON THE RIGHT.  TURN
 EN0810'RIGHT, ACROSS FIELD, WEST FOR 0.05 MILE TO THE HIGHEST POINT AND
 EN0810'THE STATION.
 EN0810'
 EN0810'STATION MARK IS A STANDARD DISK, STAMPED ROCK 1964, SET IN THE TOP
 EN0810'OF A 16 INCH SQUARE CONCRETE POST 18 INCHES BELOW THE GROUND
 EN0810'SURFACE.  IT IS 240 FEET WEST OF THE CENTERLINE OF A FIELD ROAD.
 EN0810'
 EN0810'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROCK NO 1 1964, SET IN
 EN0810'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0810'IS 6 FEET WEST OF THE CENTERLINE OF THE FIELD ROAD, 1.8 FEET SOUTH
 EN0810'OF A WITNESS POST AND ABOUT 4 FEET LOWER THAN THE STATION.
 EN0810'
 EN0810'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROCK NO 2 1964, SET IN
 EN0810'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 EN0810'IS 7 FEET WEST OF THE CENTERLINE OF THE FIELD ROAD, 1.7 FEET SOUTH
 EN0810'OF A WITNESS POST AND ABOUT 3 FEET LOWER THAN THE STATION.
 EN0810'
 EN0810'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROCK 1964, SET IN THE TOP
 EN0810'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 22
 EN0810'FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD, 3 FEET SOUTH OF A
 EN0810'WIRE FENCE, 2.8 FEET EAST OF A POWERLINE POLE AND 1.3 FEET WEST
 EN0810'OF A WITNESS POST.
 EN0810'
 EN0810'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1667 ***********************************************************************
 FL1667  DESIGNATION -  ROCK
 FL1667  PID         -  FL1667
 FL1667  STATE/COUNTY-  TX/HUTCHINSON
 FL1667  USGS QUAD   -  BORGER (1978)
 FL1667
 FL1667                         *CURRENT SURVEY CONTROL
 FL1667  ___________________________________________________________________
 FL1667* NAD 83(1993)-  35 41 12.96610(N)    101 23 41.27202(W)     ADJUSTED  
 FL1667* NAVD 88     -       937.     (meters)    3074.     (feet)  SCALED    
 FL1667  ___________________________________________________________________
 FL1667  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FL1667  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 FL1667
 FL1667  HORZ ORDER  -  SECOND
 FL1667
 FL1667.The horizontal coordinates were established by classical geodetic methods
 FL1667.and adjusted by the National Geodetic Survey in February 1996..
 FL1667
 FL1667.The orthometric height was scaled from a topographic map.
 FL1667
 FL1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1667
 FL1667.The geoid height was determined by GEOID03.
 FL1667
 FL1667;                    North         East     Units Scale Factor Converg.
 FL1667;SPC TX N     - 1,187,149.168   209,522.022   MT  0.99992186   +0 03 39.5
 FL1667;SPC TX N     - 3,894,838.56    687,406.83   sFT  0.99992186   +0 03 39.5
 FL1667;UTM  14      - 3,951,868.726   283,292.401   MT  1.00017874   -1 23 51.2
 FL1667
 FL1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1667!SPC TX N     -   0.99985711  x   0.99992186  =   0.99977899
 FL1667!UTM  14      -   0.99985711  x   1.00017874  =   1.00003583
 FL1667
 FL1667|---------------------------------------------------------------------|
 FL1667| PID    Reference Object                     Distance      Geod. Az  |
 FL1667|                                                           dddmmss.s |
 FL1667| CJ8319 ROCK RM 1                            15.356 METERS 04728     |
 FL1667| FL1660 BORGER RADIO STATION KHUZ MAST      APPROX. 0.7 KM 1092835.3 |
 FL1667| CJ8320 ROCK RM 2                            16.173 METERS 14044     |
 FL1667| FL1661 BORGER MUNICIPAL TANK               APPROX. 1.8 KM 1611243.2 |
 FL1667| FL1665 BORGER JM HUBER CORP RADIO MST      APPROX. 8.1 KM 2293424.8 |
 FL1667| CJ8318 ROCK AZ MK                                         3014203.2 |
 FL1667| FL1662 BORGER MUNICIPAL AIRPORT BCN        APPROX. 0.8 KM 3562712.7 |
 FL1667|---------------------------------------------------------------------|
 FL1667
 FL1667                          SUPERSEDED SURVEY CONTROL
 FL1667
 FL1667  NAD 83(1993)-  35 41 12.96738(N)    101 23 41.27016(W) AD(       ) 2
 FL1667  NAD 83(1986)-  35 41 12.97355(N)    101 23 41.26132(W) AD(       ) 2
 FL1667  NAD 27      -  35 41 12.81700(N)    101 23 39.67000(W) AD(       ) 2
 FL1667
 FL1667.Superseded values are not recommended for survey control.
 FL1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1667.See file dsdata.txt to determine how the superseded data were derived.
 FL1667
 FL1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8329251869(NAD 83)
 FL1667_MARKER: DS = TRIANGULATION STATION DISK
 FL1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1667
 FL1667  HISTORY     - Date     Condition        Report By
 FL1667  HISTORY     - 1951     MONUMENTED       CGS
 FL1667  HISTORY     - 1964     GOOD             CGS
 FL1667
 FL1667                          STATION DESCRIPTION
 FL1667
 FL1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1667'STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 117,
 FL1667'ABOUT 1.5 MILES NORTH NORTHWEST OF THE CENTER OF BORGER.  IT
 FL1667'IS ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 117
 FL1667'(BUSINESS ROUTE), AND STATE HIGHWAY 117.
 FL1667'
 FL1667'STATION MARK, STAMPED ROCK 1951, IS A STANDARD DISK SET IN THE
 FL1667'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 FL1667'IT IS 91.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 FL1667'9.8 FEET WEST OF A WITNESS POST.
 FL1667'
 FL1667'REFERENCE MARK NUMBER 1, STAMPED ROCK NO 1 1951, IS A STANDARD
 FL1667'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1667'PROJECTS 4 INCHES AND IS AT THE STATION ELEVATION.  IT IS 60
 FL1667'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 FL1667'
 FL1667'REFERENCE MARK NUMBER 2, STAMPED ROCK NO 2 1951, IS A STANDARD
 FL1667'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1667'PROJECTS 1 INCH AND IS AT THE STATION ELEVATION.  IT IS 70
 FL1667'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 FL1667'
 FL1667'AZIMUTH MARK, STAMPED ROCK 1951, IS A STANDARD DISK SET IN
 FL1667'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FL1667'INCHES.  TO REACH FROM THE STATION, GO NORTH ON STATE HIGHWAY
 FL1667'117 FOR 0.2 MILE.  TURN LEFT AND GO WESTERLY FOR 0.3 MILE TO
 FL1667'A CATTLE GUARD AND GATE AND THE AZIMUTH MARK ON THE RIGHT.
 FL1667'IT IS 30 FEET NORTH OF THE CATTLE GUARD AND 6 FEET EAST OF
 FL1667'THE FENCE LINE.
 FL1667'
 FL1667'NOTE--THERE IS EVIDENCE OF ROAD IMPROVEMENTS AND NEW HOMESITES
 FL1667'BEING BUILT IN THIS VICINITY AND THE DESCRIPTION OF THESE MARKS
 FL1667'MAY CHANGE.
 FL1667'
 FL1667'THE STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 FL1667'HIGHWAY 117 AND STATE HIGHWAY 136 AT THE WEST EDGE OF BORGER,
 FL1667'GO NORTH ON STATE HIGHWAY 117 FOR 2.0 MILES TO THE STATION ON
 FL1667'THE LEFT SIDE OF THE HIGHWAY.
 FL1667'
 FL1667'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1667
 FL1667                          STATION RECOVERY (1964)
 FL1667
 FL1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1667'THE STATION WAS RECOVERED.  THE SURFACE MARK WAS IN A BADLY
 FL1667'MUTILATED CONDITION DUE TO PIPELINE CONSTRUCTION.  THE UNDERGROUND
 FL1667'MARK WAS RECOVERED IN GOOD CONDITION AND A NEW SURFACE STATION
 FL1667'MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK IN ACCORDANCE
 FL1667'WITH GEODESY INSTRUCTIONS, AND STAMPED ROCK 1951 1964.  THE NEW
 FL1667'SURFACE MARK WAS SET IN A 12 IN DIAMETER GALVANIZED STEEL
 FL1667'FORM AND PROJECTS 3 IN.
 FL1667'
 FL1667'REFERENCE AND AZIMUTH MARKS WERE SEARCHED FOR BUT NOT RECOVERED
 FL1667'AND ARE PRESUMED TO HAVE BEEN DESTROYED BY CONSTRUCTION.
 FL1667'
 FL1667'LOCAL CULTURAL FEATURES HAVE CHANGED AND A NEW DESCRIPTION
 FL1667'FOLLOWS--
 FL1667'
 FL1667'THE STATION IS LOCATED IN THE N PART OF BORGER NEAR THE TRAFFIC
 FL1667'CIRCLE AT THE INTERSECTION OF STATE HWYS. 15, BUSINESS RT. 15,
 FL1667'STATE HWY. 136 AND STATE HWY. 152.  0.1 MI. S OF THE CENTER
 FL1667'OF THE TRAFFIC CIRCLE, 127.3 FT W OF CENTERLINE OF STATE HWY.
 FL1667'15.  ON THE N SIDE OF PIPE LINE RIGHT OF WAY.  24.9 FT S OF
 FL1667'ORANGE COLORED, STEEL, PIPE LINE RIGHT OF WAY WITNESS POST,
 FL1667'LETTERED PHILLIPS PETROLEUM CO. RIGHT OF WAY.  25.3 FT NW OF
 FL1667'N END OF NORTH OF TWO STEEL GUARD RAILS AROUND PIPELINE VENTS.
 FL1667'47.8 FT SE OF SE CORNER OF CIRCLE MOTEL.  15.1 FT W OF CORNER
 FL1667'TELEGRAPH POLE.  3 FT E OF C AND GS WITNESS POST PLAQUE ON
 FL1667'STEEL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0423 ***********************************************************************
 BQ0423  DESIGNATION -  ROCK
 BQ0423  PID         -  BQ0423
 BQ0423  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0423  USGS QUAD   -  SMITH HILLS (1983)
 BQ0423
 BQ0423                         *CURRENT SURVEY CONTROL
 BQ0423  ___________________________________________________________________
 BQ0423* NAD 83(1993)-  30 28 05.54196(N)    104 05 13.32813(W)     ADJUSTED  
 BQ0423* NAVD 88     -      1714.     (meters)    5623.     (feet)  SCALED    
 BQ0423  ___________________________________________________________________
 BQ0423  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 BQ0423  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 BQ0423
 BQ0423  HORZ ORDER  -  SECOND
 BQ0423
 BQ0423.The horizontal coordinates were established by classical geodetic methods
 BQ0423.and adjusted by the National Geodetic Survey in February 1996..
 BQ0423
 BQ0423.The orthometric height was scaled from a topographic map.
 BQ0423
 BQ0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0423
 BQ0423.The geoid height was determined by GEOID03.
 BQ0423
 BQ0423;                    North         East     Units Scale Factor Converg.
 BQ0423;SPC TX C     - 3,094,936.192   339,626.991   MT  0.99992474   -1 56 00.2
 BQ0423;SPC TX C     -10,153,969.82  1,114,259.55   sFT  0.99992474   -1 56 00.2
 BQ0423;SPC TXSC     - 4,302,655.409   111,616.678   MT  1.00005864   -2 29 31.9
 BQ0423;SPC TXSC     -14,116,295.29    366,195.72   sFT  1.00005864   -2 29 31.9
 BQ0423;UTM  13      - 3,371,022.297   587,638.842   MT  0.99969475   +0 27 46.6
 BQ0423
 BQ0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0423!SPC TX C     -   0.99973433  x   0.99992474  =   0.99965909
 BQ0423!SPC TXSC     -   0.99973433  x   1.00005864  =   0.99979295
 BQ0423!UTM  13      -   0.99973433  x   0.99969475  =   0.99942916
 BQ0423
 BQ0423|---------------------------------------------------------------------|
 BQ0423| PID    Reference Object                     Distance      Geod. Az  |
 BQ0423|                                                           dddmmss.s |
 BQ0423| CI0346 ROCK RM 1                             6.669 METERS 11731     |
 BQ0423| BQ0427 MARFA MUNICIPAL STANDPIPE           APPROX.17.7 KM 1584313.9 |
 BQ0423| BQ0428 MARFA MUNICIPAL TANK                APPROX.18.2 KM 1593352.9 |
 BQ0423| CI0345 ROCK AZ MK                                         1985859.2 |
 BQ0423| CI0347 ROCK RM 2                             4.530 METERS 22120     |
 BQ0423|---------------------------------------------------------------------|
 BQ0423
 BQ0423                          SUPERSEDED SURVEY CONTROL
 BQ0423
 BQ0423  NAD 83(1986)-  30 28 05.53970(N)    104 05 13.32691(W) AD(       ) 2
 BQ0423  NAD 27      -  30 28 04.98200(N)    104 05 11.66700(W) AD(       ) 2
 BQ0423
 BQ0423.Superseded values are not recommended for survey control.
 BQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0423.See file dsdata.txt to determine how the superseded data were derived.
 BQ0423
 BQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP8763971022(NAD 83)
 BQ0423_MARKER: DS = TRIANGULATION STATION DISK
 BQ0423_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0423
 BQ0423  HISTORY     - Date     Condition        Report By
 BQ0423  HISTORY     - 1942     MONUMENTED       CGS
 BQ0423  HISTORY     - 1958     GOOD             CGS
 BQ0423
 BQ0423                          STATION DESCRIPTION
 BQ0423
 BQ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0423'STATION IS LOCATED BY AIR LINE DISTANCES, 11 MILES NNW OF
 BQ0423'MARFA, 15 MILES SW OF FORT DAVIS, AND 26 MILES ESE OF VALENTINE.
 BQ0423'IT IS ON A LOW ROCKY HILL ON THE S SIDE OF THE DAVIS MOUNTAINS,
 BQ0423'THE NORTHWESTERNMOST AND HIGHEST OF A GROUP OF ROCKY HILLS,
 BQ0423'ABOUT 1-1/4 MILES S OF THE PRESIDIO-JEFF DAVIS COUNTY LINE,
 BQ0423'AND ABOUT 1-1/2 MILES SE OF THE SMITH RANCH.
 BQ0423'
 BQ0423'STATION MARK IS STAMPED ROCK 1942, IN THE APPROXIMATE CENTER OF
 BQ0423'THE HIGHEST PART OF THE HILL.
 BQ0423'
 BQ0423'STATION AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 BQ0423'CEMENTED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BQ0423'
 BQ0423'REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD BRONZE
 BQ0423'DISKS CEMENTED IN DRILL HOLES IN BOULDERS.
 BQ0423'
 BQ0423'NO UNDERGROUND MARK WAS ESTABLISHED.
 BQ0423'
 BQ0423'REFERENCE MARK NO. 1 IS STAMPED ROCK NO. 1 1942.
 BQ0423'
 BQ0423'REFERENCE MARK NO. 2 IS STAMPED ROCK NO. 2 1942.
 BQ0423'
 BQ0423'THE AZIMUTH MARK IS ON A ROCKY KNOLL ABOUT 75 YARDS E OF THE
 BQ0423'ROAD APPROACHING THE STATION FROM MARFA, BEING ABOUT 15 FEET
 BQ0423'HIGHER THAN THE ROAD, 1.2 MILES BY ROAD N OF THE LAST FORK
 BQ0423'MENTIONED IN THE APPROACH TO THE STATION.  AZIMUTH MARK, STAMPED
 BQ0423'ROCK 1942.
 BQ0423'
 BQ0423'TO REACH FROM THE POST OFFICE IN MARFA GO N 1/2 BLOCK, TURN
 BQ0423'LEFT ONE BLOCK, THENCE RIGHT, CROSSING RAILROAD, AND GO N
 BQ0423'TO END OF STREET AND CONTINUE N ON DIRT ROAD 10.2 MILES FROM
 BQ0423'RAILROAD CROSSING IN TOWN, TAKE RIGHT FORK ALONG W SIDE OF
 BQ0423'HILLS FOR 2.2 MILES TO POINT W OF HILL, TURN RIGHT ACROSS
 BQ0423'COUNTRY, EASTWARD, UP RIDGE 0.3 MILE TO END OF TRUCK TRAVEL AT
 BQ0423'BASE OF HILL.  PACK E 1/4 MILE (1/4 HOUR) TO TOP OF HILL
 BQ0423'AND STATION.
 BQ0423
 BQ0423                          STATION RECOVERY (1958)
 BQ0423
 BQ0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (AMS)
 BQ0423'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BQ0423'
 BQ0423'THE STATION IS LOCATED ON THE HIGHEST POINT OF ROCKY PEAK.
 BQ0423'20 FEET WSW OF SHEER DROP TO ENE.  32 FEET E OF SHEER DROP TO
 BQ0423'THE W.  102 FEET SSE OF SHEER DROP TO THE NNW AT LARGE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0941 ***********************************************************************
 CB0941  DESIGNATION -  ROCK
 CB0941  PID         -  CB0941
 CB0941  STATE/COUNTY-  TX/IRION
 CB0941  USGS QUAD   -  BRADFORD DRAW (1973)
 CB0941
 CB0941                         *CURRENT SURVEY CONTROL
 CB0941  ___________________________________________________________________
 CB0941* NAD 83(1993)-  31 28 21.61926(N)    101 05 23.99363(W)     ADJUSTED  
 CB0941* NAVD 88     -       784.5    (meters)    2574.     (feet)  VERTCON   
 CB0941  ___________________________________________________________________
 CB0941  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 CB0941  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0941
 CB0941  HORZ ORDER  -  THIRD
 CB0941  VERT ORDER  -  THIRD ? (See Below)
 CB0941
 CB0941.The horizontal coordinates were established by classical geodetic methods
 CB0941.and adjusted by the National Geodetic Survey in February 1996..
 CB0941
 CB0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0941.The vertical order pertains to the NGVD 29 superseded value.
 CB0941
 CB0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0941
 CB0941.The geoid height was determined by GEOID03.
 CB0941
 CB0941;                    North         East     Units Scale Factor Converg.
 CB0941;SPC TX C     - 3,200,452.334   628,100.811   MT  0.99991546   -0 23 23.0
 CB0941;SPC TX C     -10,500,150.70  2,060,694.08   sFT  0.99991546   -0 23 23.0
 CB0941;UTM  14      - 3,483,878.985   301,446.852   MT  1.00008627   -1 05 29.5
 CB0941
 CB0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0941!SPC TX C     -   0.99988061  x   0.99991546  =   0.99979608
 CB0941!UTM  14      -   0.99988061  x   1.00008627  =   0.99996687
 CB0941
 CB0941:                Primary Azimuth Mark                     Grid Az
 CB0941:SPC TX C     -  IRION                                    064 11 19.7
 CB0941:UTM  14      -  IRION                                    064 53 26.2
 CB0941
 CB0941|---------------------------------------------------------------------|
 CB0941| PID    Reference Object                     Distance      Geod. Az  |
 CB0941|                                                           dddmmss.s |
 CB0941| CB0934 IRION                               APPROX. 8.5 KM 0634756.7 |
 CB0941|---------------------------------------------------------------------|
 CB0941
 CB0941                          SUPERSEDED SURVEY CONTROL
 CB0941
 CB0941  NAD 83(1986)-  31 28 21.62618(N)    101 05 23.97716(W) AD(       ) 3
 CB0941  NAD 27      -  31 28 21.07906(N)    101 05 22.54757(W) AD(       ) 3
 CB0941  NGVD 29 (07/19/86)  784.3    (m)         2573.     (f) LEVELING    3  
 CB0941
 CB0941.Superseded values are not recommended for survey control.
 CB0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0941.See file dsdata.txt to determine how the superseded data were derived.
 CB0941
 CB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV0144783879(NAD 83)
 CB0941
 CB0941  HISTORY     - Date     Condition        Report By
 CB0941  HISTORY     - UNK      MONUMENTED
 CB0941  HISTORY     - 1972     GOOD             USGS
 CB0941
 CB0941                          STATION DESCRIPTION
 CB0941
 CB0941'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CB0941'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0941'
 CB0941'TO REACH FROM JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 163, AT
 CB0941'BARNHART, GO N. 24.9 MI. TO GATE AT E. SIDE OF RD. (ABOUT 300 FT. NW.
 CB0941'OF WINDMILL AND 3.3 MI. N. OF BRIDGE OVER CONCHO RIVER), FOLLOW DIM
 CB0941'TRAIL SE. TO ABANDONED CALICHE PIT, CONTINUE AROUND N. AND E. SIDE OF
 CB0941'PIT AND SE. TO STATION, APPROXIMATELY 400 FT. S. OF THE SE. CORNER
 CB0941'OF CALICHE PIT.
 CB0941'
 CB0941'STATION MARK--ALUMINUM TABLET, STAMPED ---TEXAS---, AND CEMENTED
 CB0941'IN STONE SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0973 ***********************************************************************
 GK0973  DESIGNATION -  ROCK
 GK0973  PID         -  GK0973
 GK0973  STATE/COUNTY-  TX/LIPSCOMB
 GK0973  USGS QUAD   -  FOLLETT SE (1972)
 GK0973
 GK0973                         *CURRENT SURVEY CONTROL
 GK0973  ___________________________________________________________________
 GK0973* NAD 83(1993)-  36 21 36.30065(N)    100 02 30.25943(W)     ADJUSTED  
 GK0973* NAVD 88     -       758.     (meters)    2487.     (feet)  SCALED    
 GK0973  ___________________________________________________________________
 GK0973  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 GK0973  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GK0973
 GK0973  HORZ ORDER  -  THIRD
 GK0973
 GK0973.The horizontal coordinates were established by classical geodetic methods
 GK0973.and adjusted by the National Geodetic Survey in February 1996..
 GK0973
 GK0973.The orthometric height was scaled from a topographic map.
 GK0973
 GK0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0973
 GK0973.The geoid height was determined by GEOID03.
 GK0973
 GK0973;                    North         East     Units Scale Factor Converg.
 GK0973;SPC TX N     - 1,262,799.503   330,883.173   MT  1.00004602   +0 50 42.4
 GK0973;SPC TX N     - 4,143,034.70  1,085,572.54   sFT  1.00004602   +0 50 42.4
 GK0973;SPC OK N     -   152,832.875   416,772.302   MT  0.99995104   -1 12 17.7
 GK0973;SPC OK N     -   501,419.19  1,367,360.46   sFT  0.99995104   -1 12 17.7
 GK0973;UTM  14      - 4,024,391.938   406,537.699   MT  0.99970762   -0 37 03.5
 GK0973
 GK0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0973!SPC TX N     -   0.99988542  x   1.00004602  =   0.99993143
 GK0973!SPC OK N     -   0.99988542  x   0.99995104  =   0.99983646
 GK0973!UTM  14      -   0.99988542  x   0.99970762  =   0.99959307
 GK0973
 GK0973:                Primary Azimuth Mark                     Grid Az
 GK0973:SPC TX N     -  Q 257                                    359 59 10.8
 GK0973:SPC OK N     -  Q 257                                    002 02 10.9
 GK0973:UTM  14      -  Q 257                                    001 26 56.7
 GK0973
 GK0973|---------------------------------------------------------------------|
 GK0973| PID    Reference Object                     Distance      Geod. Az  |
 GK0973|                                                           dddmmss.s |
 GK0973| GK0064 Q 257                                              0004953.2 |
 GK0973| CL3892 ROCK RM 1                            10.709 METERS 13331     |
 GK0973| CL3893 ROCK RM 2                            16.228 METERS 18059     |
 GK0973| GK0976 FOLLETT FARMERS GRAIN ELEVATOR      APPROX.11.9 KM 3104246.3 |
 GK0973| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.11.6 KM 3105309.2 |
 GK0973|---------------------------------------------------------------------|
 GK0973
 GK0973                          SUPERSEDED SURVEY CONTROL
 GK0973
 GK0973  NAD 83(1993)-  36 21 36.30068(N)    100 02 30.25943(W) AD(       ) 3
 GK0973  NAD 83(1986)-  36 21 36.30726(N)    100 02 30.24770(W) AD(       ) 3
 GK0973  NAD 27      -  36 21 36.17400(N)    100 02 28.78700(W) AD(       ) 3
 GK0973
 GK0973.Superseded values are not recommended for survey control.
 GK0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0973.See file dsdata.txt to determine how the superseded data were derived.
 GK0973
 GK0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0653824392(NAD 83)
 GK0973_MARKER: DS = TRIANGULATION STATION DISK
 GK0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0973
 GK0973  HISTORY     - Date     Condition        Report By
 GK0973  HISTORY     - 1951     MONUMENTED       CGS
 GK0973
 GK0973                          STATION DESCRIPTION
 GK0973
 GK0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK0973'THE STATION IS LOCATED ON A SMALL KNOLL ON THE WEST SIDE OF
 GK0973'A NORTH-SOUTH DIRT ROAD.  IT IS LOCATED AIRLINE ABOUT 7 MILES
 GK0973'SOUTHEAST OF FOLLETT, ABOUT 5 MILES SOUTH OF STATE HIGHWAY
 GK0973'117, AND ABOUT 16 MILES NORTHEAST OF LIPSCOMB.
 GK0973'
 GK0973'THE STATION IS A STANDARD DISK STAMPED ROCK 1951 SET IN TOP
 GK0973'OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 GK0973'AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 45 FEET
 GK0973'WEST OF THE CENTER LINE OF A DIRT FARM ROAD AND 10 FEET
 GK0973'NORTHWEST OF A WHITE WITNESS POST.
 GK0973'
 GK0973'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROCK
 GK0973'NO 1 1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 GK0973'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT
 GK0973'3-1/2 FEET LOWER THAN THE STATION.  IT IS ABOUT 30 FEET WEST
 GK0973'OF THE CENTER LINE OF A DIRT FARM ROAD.
 GK0973'
 GK0973'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROCK NO
 GK0973'2 1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 GK0973'WHICH IS FLUSH WITH THE SURROUNDING SURFACE AND ABOUT 4 FEET
 GK0973'LOWER THAN THE STATION.  IT IS ABOUT 50 FEET WEST OF THE
 GK0973'CENTER LINE OF A DIRT FARM ROAD.
 GK0973'
 GK0973'BENCH MARK Q257 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 GK0973'BENCH MARK DISK STAMPED Q 257 1934 SET IN TOP OF A ROUND
 GK0973'CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER AND PROJECTS
 GK0973'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 18 INCHES EAST OF A
 GK0973'NORTH-SOUTH FENCE LINE, ABOUT 90 FEET NORTH OF THE NORTH RAIL
 GK0973'OF A RAILROAD TRACK, AND ABOUT 30 FEET EAST OF THE CENTER
 GK0973'LINE OF A DIRT FARM ROAD.
 GK0973'
 GK0973'TO REACH THE STATION FROM THE FOLLETT HIGH SCHOOL IN FOLLETT,
 GK0973'GO EAST ON STATE HIGHWAY 117 FOR 3.6 MILES.  TURN RIGHT ON
 GK0973'A DIRT SIDE ROAD AND FOLLOW SOUTH FOR 3.0 MILES TO A CROSSROAD.
 GK0973'TURN LEFT AND GO EAST FOR 2.0 MILES TO A T ROAD.  TURN RIGHT,
 GK0973'SOUTH, AND FOLLOW THE DIRT ROAD FOR 0.7 MILE TO THE RAILROAD
 GK0973'TRACK AND THE AZIMUTH MARK.  CONTINUE SOUTH ON THE DIRT ROAD
 GK0973'FOR 1.5 MILES TO A SMALL KNOLL ON THE RIGHT, WEST, SIDE OF
 GK0973'THE ROAD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1753 ***********************************************************************
 AB1753  DESIGNATION -  ROCK
 AB1753  PID         -  AB1753
 AB1753  STATE/COUNTY-  TX/CALHOUN
 AB1753  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB1753
 AB1753                         *CURRENT SURVEY CONTROL
 AB1753  ___________________________________________________________________
 AB1753* NAD 83(1993)-  25 57 31.99639(N)    097 08 52.18397(W)     ADJUSTED  
 AB1753* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 AB1753  ___________________________________________________________________
 AB1753  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AB1753  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 AB1753
 AB1753  HORZ ORDER  -  SECOND
 AB1753
 AB1753.The horizontal coordinates were established by GPS observations
 AB1753.and adjusted by the National Geodetic Survey in February 1996..
 AB1753
 AB1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1753
 AB1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1753
 AB1753.The geoid height was determined by GEOID03.
 AB1753
 AB1753;                    North         East     Units Scale Factor Converg.
 AB1753;SPC TXSC     - 3,793,612.546   785,783.752   MT  1.00157349   +0 54 26.6
 AB1753;SPC TXSC     -12,446,210.49  2,578,025.53   sFT  1.00157349   +0 54 26.6
 AB1753;UTM  14      - 2,872,443.288   685,445.500   MT  1.00002464   +0 48 39.5
 AB1753
 AB1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1753!SPC TXSC     -   1.00000251  x   1.00157349  =   1.00157600
 AB1753!UTM  14      -   1.00000251  x   1.00002464  =   1.00002715
 AB1753
 AB1753:                Primary Azimuth Mark                     Grid Az
 AB1753:SPC TXSC     -  NERIO 627 A                              186 30 17.1
 AB1753:UTM  14      -  NERIO 627 A                              186 36 04.2
 AB1753
 AB1753|---------------------------------------------------------------------|
 AB1753| PID    Reference Object                     Distance      Geod. Az  |
 AB1753|                                                           dddmmss.s |
 AB1753| AB1751 NERIO 627 A                         483.146 METERS 1872443.7 |
 AB1753|---------------------------------------------------------------------|
 AB1753
 AB1753                          SUPERSEDED SURVEY CONTROL
 AB1753
 AB1753  NAD 83(1986)-  25 57 32.01213(N)    097 08 52.13702(W) AD(       ) 2
 AB1753  NGVD 29 (12/03/93)    5.3    (m)           17.     (f) GPS OBS        
 AB1753
 AB1753.Superseded values are not recommended for survey control.
 AB1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1753.See file dsdata.txt to determine how the superseded data were derived.
 AB1753
 AB1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8544572443(NAD 83)
 AB1753_MARKER: DD = SURVEY DISK
 AB1753_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB1753_SP_SET: IRREGULAR CONCRETE MASS
 AB1753_STAMPING: ROCK 1992
 AB1753_MARK LOGO: NOS   
 AB1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1753+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB1753
 AB1753  HISTORY     - Date     Condition        Report By
 AB1753  HISTORY     - 1992     MONUMENTED       NOS
 AB1753
 AB1753                          STATION DESCRIPTION
 AB1753
 AB1753'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AB1753'THE STATION IS LOCATED NEAR THE MOUTH OF THE RIO GRANDE RIVER, ON TOP
 AB1753'OF THE DUNE LINE.
 AB1753'TO REACH THE STATION FROM BROWNSVILLE HEAD EAST ON
 AB1753'ROUTE 4 TO THE END OF THE PAVEMENT AND THE GULF OF MEXICO, PROCEED
 AB1753'SOUTH ALONG THE BEACH FOR  MI AND TO STATION ON THE RIGHT.
 AB1753'THE STATION IS A STANDARD NOS BRASS DISK SET IN A MASS OF CONCRETE
 AB1753'FLUSH WITH THE GROUND ON TOP OF ONE OF THE TALLEST DUNES IN THE AREA.
 AB1753'STATION IS APPROXIMATELY 400 FT (121.92 M) WEST OF THE GULF OF MEXICO
 AB1753'AND MI NORTH OF THE MOUTH OF THE RIVER, STATION HAS A 1 INCH PIECE
 AB1753'OF PVC PIPE NEXT TO THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9245 ***********************************************************************
 AF9245  DESIGNATION -  ROCK CREEK
 AF9245  PID         -  AF9245
 AF9245  STATE/COUNTY-  TX/STONEWALL
 AF9245  USGS QUAD   -  OLD GLORY (1969)
 AF9245
 AF9245                         *CURRENT SURVEY CONTROL
 AF9245  ___________________________________________________________________
 AF9245* NAD 83(1993)-  33 11 01.92103(N)    100 06 46.39849(W)     ADJUSTED  
 AF9245* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 AF9245  ___________________________________________________________________
 AF9245  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AF9245  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AF9245
 AF9245  HORZ ORDER  -  THIRD
 AF9245
 AF9245.The horizontal coordinates were established by classical geodetic methods
 AF9245.and adjusted by the National Geodetic Survey in July 1998..
 AF9245
 AF9245.The orthometric height was scaled from a topographic map.
 AF9245
 AF9245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9245
 AF9245.The geoid height was determined by GEOID03.
 AF9245
 AF9245;                    North         East     Units Scale Factor Converg.
 AF9245;SPC TXNC     - 2,169,396.783   449,608.472   MT  0.99987527   -0 52 46.8
 AF9245;SPC TXNC     - 7,117,429.28  1,475,090.46   sFT  0.99987527   -0 52 46.8
 AF9245;UTM  14      - 3,672,222.269   396,252.129   MT  0.99973271   -0 36 33.0
 AF9245
 AF9245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9245!SPC TXNC     -   0.99991699  x   0.99987527  =   0.99979227
 AF9245!UTM  14      -   0.99991699  x   0.99973271  =   0.99964972
 AF9245
 AF9245                          SUPERSEDED SURVEY CONTROL
 AF9245
 AF9245.No superseded survey control is available for this station.
 AF9245
 AF9245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB9625272222(NAD 83)
 AF9245_MARKER: DS = TRIANGULATION STATION DISK
 AF9245
 AF9245  HISTORY     - Date     Condition        Report By
 AF9245  HISTORY     - 1925     MONUMENTED       USGS
 AF9245
 AF9245                          STATION DESCRIPTION
 AF9245
 AF9245'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 AF9245'LOCATED 7.3 MI. AIRLINE, OR 10 MI. BY RD., NE. OF ASPERMONT, 4.8 MI.
 AF9245'NW. OF OLD GLORY, ON E. SIDE OF ROCK CREEK, AND ABOUT 1 MI. S. OF SALT
 AF9245'FORK OF BRAZOS RIVER, ON LAND OWNED BY THE TEXAS SECURITY CO. OF FORT
 AF9245'WORTH (FORMERLY A PART OF THE J. H. BALDWIN PASTURES), 2 MI. N. OF THE
 AF9245'OLD ASPERMONT-RULE RD. (NOW ABANDONED).  ON AN ISOLATED SPUR OF MESA
 AF9245'OVERLOOKING LOW COUNTRY ON THE E., ON THE HIGHEST POINT NEAR THE N.
 AF9245'END OF RIDGE.
 AF9245'TO REACH STATION FROM ASPERMONT, TAKE GUTHRIE RD. TO LANE E. 3 MI. TO
 AF9245'END.  GO THROUGH GATE AT SMALL HOUSE AND EARTH WATER TANK, FOLLOW DIM
 AF9245'RD. E. THROUGH FIELDS AND PASTURE KEEPING ON S. SIDE OF E-W. FENCE
 AF9245'LINE 3 MI. TO GATE IN FENCE ABOUT 0.25 MI. E. OF DRAIN CROSSING, GO
 AF9245'THROUGH GATE AND FOLLOW DIM RD. NW. TO EARTH TANK ABOUT 0.5 MI. FROM
 AF9245'GATE (RD. ENDS HERE), TURN N. THROUGH DIVIDE AND KEEP ALONG E. EDGE OF
 AF9245'MESA, PASSING THROUGH WOVEN WIRE FENCE ABOUT 0.5 MI. S. OF STATION.
 AF9245'STATION MARK--A BRONZE TABLET STAMPED---TRIANG. STA 1925---, SET IN
 AF9245'SOLID OUTCROPPING ROCK.
 AF9245'REFERENCE MARK NO. 1--A CROSS AND ARROW CUT ON OUTCROPPING ROCK, 96.65
 AF9245'FT.FROM STATION IN DIRECTION 8 DEGREES 37 MINUTES.
 AF9245'REFERENCE MARK NO. 2--A CROSS CUT ON OUTCROPPING ROCK, 77.10 FT. FROM
 AF9245'STATION IN DIRECTION 87 DEGREES 21 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2776 ***********************************************************************
 AX2776  DESIGNATION -  ROCK ISLAND BAPT CH VANE
 AX2776  PID         -  AX2776
 AX2776  STATE/COUNTY-  TX/COLORADO
 AX2776  USGS QUAD   -  ROCK ISLAND (1981)
 AX2776
 AX2776                         *CURRENT SURVEY CONTROL
 AX2776  ___________________________________________________________________
 AX2776* NAD 83(1993)-  29 31 55.32739(N)    096 34 19.73455(W)     ADJUSTED  
 AX2776* NAVD 88     -                                                        
 AX2776  ___________________________________________________________________
 AX2776  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AX2776  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2776
 AX2776  HORZ ORDER  -  THIRD
 AX2776
 AX2776.The horizontal coordinates were established by classical geodetic methods
 AX2776.and adjusted by the National Geodetic Survey in February 1996..
 AX2776
 AX2776
 AX2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2776
 AX2776.The geoid height was determined by GEOID03.
 AX2776
 AX2776;                    North         East     Units Scale Factor Converg.
 AX2776;SPC TXSC     - 4,190,703.758   835,297.914   MT  0.99986914   +1 11 22.0
 AX2776;SPC TXSC     -13,749,000.58  2,740,473.24   sFT  0.99986914   +1 11 22.0
 AX2776;UTM  14      - 3,269,391.035   735,287.936   MT  1.00028314   +1 11 50.1
 AX2776
 AX2776                          SUPERSEDED SURVEY CONTROL
 AX2776
 AX2776  NAD 83(1986)-  29 31 55.34152(N)    096 34 19.72063(W) AD(       ) 4
 AX2776  NAD 27      -  29 31 54.47689(N)    096 34 18.82390(W) AD(       ) 3
 AX2776
 AX2776.Superseded values are not recommended for survey control.
 AX2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2776.See file dsdata.txt to determine how the superseded data were derived.
 AX2776
 AX2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3528869391(NAD 83)
 AX2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2776+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX2776
 AX2776  HISTORY     - Date     Condition        Report By
 AX2776  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2776  HISTORY     - 1963     GOOD             CGS
 AX2776  HISTORY     - 20041026 GOOD             USPSQD
 AX2776
 AX2776                          STATION DESCRIPTION
 AX2776
 AX2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2776'THE STATION IS THE VANE ATOP THE SPIRE OF THE BAPTIST CHURCH THAT IS
 AX2776'LOCATED IN THE EAST PART OF ROCK ISLAND, 0.2 MILE EAST OF THE POST
 AX2776'OFFICE.  THE CHURCH IS A WHITE WOODEN BUILDING AND THE VANE IS
 AX2776'ABOUT 40 FEET ABOVE GROUND LEVEL.
 AX2776
 AX2776                          STATION RECOVERY (1963)
 AX2776
 AX2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2776'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 AX2776'PROCEEDING TO STATION SITE ARE CORRECT.
 AX2776
 AX2776                          STATION RECOVERY (2004)
 AX2776
 AX2776'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2777 ***********************************************************************
 AX2777  DESIGNATION -  ROCK ISLAND METH CH VANE
 AX2777  PID         -  AX2777
 AX2777  STATE/COUNTY-  TX/COLORADO
 AX2777  USGS QUAD   -  ROCK ISLAND (1981)
 AX2777
 AX2777                         *CURRENT SURVEY CONTROL
 AX2777  ___________________________________________________________________
 AX2777* NAD 83(1993)-  29 31 49.39810(N)    096 34 31.10578(W)     ADJUSTED  
 AX2777* NAVD 88     -                                                        
 AX2777  ___________________________________________________________________
 AX2777  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AX2777  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2777
 AX2777  HORZ ORDER  -  THIRD
 AX2777
 AX2777.The horizontal coordinates were established by classical geodetic methods
 AX2777.and adjusted by the National Geodetic Survey in February 1996..
 AX2777
 AX2777
 AX2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2777
 AX2777.The geoid height was determined by GEOID03.
 AX2777
 AX2777;                    North         East     Units Scale Factor Converg.
 AX2777;SPC TXSC     - 4,190,514.906   834,995.616   MT  0.99986904   +1 11 16.4
 AX2777;SPC TXSC     -13,748,380.99  2,739,481.45   sFT  0.99986904   +1 11 16.4
 AX2777;UTM  14      - 3,269,202.064   734,985.538   MT  1.00028138   +1 11 44.3
 AX2777
 AX2777                          SUPERSEDED SURVEY CONTROL
 AX2777
 AX2777  NAD 83(1986)-  29 31 49.41221(N)    096 34 31.09190(W) AD(       ) 4
 AX2777  NAD 27      -  29 31 48.54738(N)    096 34 30.19466(W) AD(       ) 3
 AX2777
 AX2777.Superseded values are not recommended for survey control.
 AX2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2777.See file dsdata.txt to determine how the superseded data were derived.
 AX2777
 AX2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3498669202(NAD 83)
 AX2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2777+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX2777
 AX2777  HISTORY     - Date     Condition        Report By
 AX2777  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2777  HISTORY     - 1963     GOOD             CGS
 AX2777  HISTORY     - 20041026 GOOD             USPSQD
 AX2777
 AX2777                          STATION DESCRIPTION
 AX2777
 AX2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2777'THE STATION IS THE VANE ATOP THE SPIRE OF THE METHODIST CHURCH THAT
 AX2777'IS LOCATED IN THE SOUTH PART OF ROCK ISLAND, 0.1 MILE SOUTH OF THE
 AX2777'POST OFFICE.  THE CHURCH IS A WHITE WOODEN BUILDING AND THE VANE IS
 AX2777'ABOUT 40 FEET ABOVE GROUND LEVEL.
 AX2777
 AX2777                          STATION RECOVERY (1963)
 AX2777
 AX2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2777'STATION WAS RECOVERED BUT NO WEATHER VANE ON TOP OF THE CHURCH.
 AX2777'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2777
 AX2777                          STATION RECOVERY (2004)
 AX2777
 AX2777'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0852 ***********************************************************************
 BM0852  DESIGNATION -  ROCKDALE MUNICIPAL TANK
 BM0852  PID         -  BM0852
 BM0852  STATE/COUNTY-  TX/MILAM
 BM0852  USGS QUAD   -  ROCKDALE WEST (1989)
 BM0852
 BM0852                         *CURRENT SURVEY CONTROL
 BM0852  ___________________________________________________________________
 BM0852* NAD 83(1993)-  30 39 06.23125(N)    097 00 12.18982(W)     ADJUSTED  
 BM0852* NAVD 88     -                                                        
 BM0852  ___________________________________________________________________
 BM0852  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BM0852  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0852
 BM0852  HORZ ORDER  -  THIRD
 BM0852
 BM0852.The horizontal coordinates were established by classical geodetic methods
 BM0852.and adjusted by the National Geodetic Survey in February 1996..
 BM0852
 BM0852
 BM0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0852
 BM0852.The geoid height was determined by GEOID03.
 BM0852
 BM0852;                    North         East     Units Scale Factor Converg.
 BM0852;SPC TX C     - 3,113,975.874 1,019,094.571   MT  0.99990025   +1 42 54.4
 BM0852;SPC TX C     -10,216,435.85  3,343,479.44   sFT  0.99990025   +1 42 54.4
 BM0852;UTM  14      - 3,392,705.898   691,316.803   MT  1.00005154   +1 01 05.6
 BM0852
 BM0852                          SUPERSEDED SURVEY CONTROL
 BM0852
 BM0852  NAD 83(1986)-  30 39 06.24529(N)    097 00 12.16969(W) AD(       ) 4
 BM0852  NAD 27      -  30 39 05.53100(N)    097 00 11.22100(W) AD(       ) 3
 BM0852
 BM0852.Superseded values are not recommended for survey control.
 BM0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0852.See file dsdata.txt to determine how the superseded data were derived.
 BM0852
 BM0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9131792706(NAD 83)
 BM0852_MARKER: 53 = ELEVATED TANK
 BM0852
 BM0852  HISTORY     - Date     Condition        Report By
 BM0852  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0852  HISTORY     - 19910402 GOOD             USPSQD
 BM0852  HISTORY     - 19991112 GOOD             USPSQD
 BM0852
 BM0852                          STATION DESCRIPTION
 BM0852
 BM0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0852'THIS INTERSECTION STATION IS THE MUNICIPAL WATER TANK OF ROCKDALE.
 BM0852'THE TANK IS A SLENDER STRUCTURE MOUNTED ON 4 STEEL LEGS AND IS
 BM0852'ABOUT 125 FEET HIGH.  THE WHOLE STRUCTURE IS PAINTED A DULL
 BM0852'GRAY.  THE TANK IS LOCATED IN THE SOUTHERLY PART OF TOWN JUST S
 BM0852'OF THE MISSOURI PACIFIC TRACKS.
 BM0852
 BM0852                          STATION RECOVERY (1991)
 BM0852
 BM0852'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0852'RECOVERED IN GOOD CONDITION.
 BM0852
 BM0852                          STATION RECOVERY (1999)
 BM0852
 BM0852'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0396 ***********************************************************************
 BM0396  DESIGNATION -  ROCKDALE RESET 1953
 BM0396  PID         -  BM0396
 BM0396  STATE/COUNTY-  TX/MILAM
 BM0396  USGS QUAD   -  ROCKDALE WEST (1989)
 BM0396
 BM0396                         *CURRENT SURVEY CONTROL
 BM0396  ___________________________________________________________________
 BM0396* NAD 83(1986)-  30 39 24.     (N)    097 00 05.     (W)     SCALED    
 BM0396* NAVD 88     -       146.21   (+/-2cm)     479.7    (feet)  VERTCON   
 BM0396  ___________________________________________________________________
 BM0396  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0396
 BM0396  VERT ORDER  -  THIRD (See Below)
 BM0396
 BM0396.The horizontal coordinates were scaled from a topographic map and have
 BM0396.an estimated accuracy of +/- 6 seconds.
 BM0396
 BM0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0396.The vertical order pertains to the NGVD 29 superseded value.
 BM0396
 BM0396.The geoid height was determined by GEOID03.
 BM0396
 BM0396;                    North         East    Units  Estimated Accuracy
 BM0396;SPC TX C     - 3,114,530.    1,019,270.      MT  (+/- 180 meters Scaled)
 BM0396
 BM0396                          SUPERSEDED SURVEY CONTROL
 BM0396
 BM0396  NGVD 29 (??/??/??)  146.15   (m)          479.5    (f) RESET       3  
 BM0396
 BM0396.Superseded values are not recommended for survey control.
 BM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0396.See file dsdata.txt to determine how the superseded data were derived.
 BM0396
 BM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU914932(NAD 83)
 BM0396_MARKER: DB = BENCH MARK DISK
 BM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0396_STAMPING: ROCKDALE RESET 1953
 BM0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0396+STABILITY: SURFACE MOTION
 BM0396
 BM0396  HISTORY     - Date     Condition        Report By
 BM0396  HISTORY     - 1953     MONUMENTED       CGS
 BM0396  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 BM0396
 BM0396                          STATION DESCRIPTION
 BM0396
 BM0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0396'IN ROCKDALE.
 BM0396'AT ROCKDALE, 50.2 FEET NORTHEAST OF THE NORTH CORNER OF THE POST
 BM0396'OFFICE, 45.6 FEET SOUTHEAST OF THE CENTERLINE OF EAST BELL STREET,
 BM0396'43.3 FEET NORTH OF THE NORTH CORNER OF THE LOADING DOCK AT THE POST
 BM0396'OFFICE, 15 FEET SOUTHWEST OF THE CENTERLINE OF A NORTHWEST AND
 BM0396'SOUTHEAST DIRT STREET, 5.6 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 BM0396'CONCRETE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BM0396'INCHES ABOVE GROUND.
 BM0396
 BM0396                          STATION RECOVERY (1991)
 BM0396
 BM0396'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2686 ***********************************************************************
 CS2686  DESIGNATION -  ROCKETT
 CS2686  PID         -  CS2686
 CS2686  STATE/COUNTY-  TX/ELLIS
 CS2686  USGS QUAD   -  PALMER (1978)
 CS2686
 CS2686                         *CURRENT SURVEY CONTROL
 CS2686  ___________________________________________________________________
 CS2686* NAD 83(1993)-  32 28 25.89333(N)    096 44 21.96039(W)     ADJUSTED  
 CS2686* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 CS2686  ___________________________________________________________________
 CS2686  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 CS2686  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CS2686
 CS2686  HORZ ORDER  -  SECOND
 CS2686
 CS2686.The horizontal coordinates were established by classical geodetic methods
 CS2686.and adjusted by the National Geodetic Survey in February 1996..
 CS2686
 CS2686.The orthometric height was scaled from a topographic map.
 CS2686
 CS2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2686
 CS2686.The geoid height was determined by GEOID03.
 CS2686
 CS2686;                    North         East     Units Scale Factor Converg.
 CS2686;SPC TXNC     - 2,090,897.002   765,479.713   MT  0.99992311   +0 57 36.7
 CS2686;SPC TXNC     - 6,859,884.58  2,511,411.36   sFT  0.99992311   +0 57 36.7
 CS2686;UTM  14      - 3,595,212.231   712,440.671   MT  1.00015656   +1 12 51.1
 CS2686
 CS2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2686!SPC TXNC     -   0.99997964  x   0.99992311  =   0.99990275
 CS2686!UTM  14      -   0.99997964  x   1.00015656  =   1.00013620
 CS2686
 CS2686:                Primary Azimuth Mark                     Grid Az
 CS2686:SPC TXNC     -  FERRIS MUNICIPAL TANK                    045 16 04.5
 CS2686:UTM  14      -  FERRIS MUNICIPAL TANK                    045 00 50.1
 CS2686
 CS2686|---------------------------------------------------------------------|
 CS2686| PID    Reference Object                     Distance      Geod. Az  |
 CS2686|                                                           dddmmss.s |
 CS2686| CS2784 FERRIS MUNICIPAL TANK               APPROX. 9.5 KM 0461341.2 |
 CS2686| CY3027 ROCKETT AZ MK                                      0683005.2 |
 CS2686| CS2687 PALMER MUNICIPAL TANK               APPROX. 8.2 KM 1254611.0 |
 CS2686| CY3028 ROCKETT RM 1                         37.174 METERS 16529     |
 CS2686| CY3029 ROCKETT RM 2                         39.798 METERS 22210     |
 CS2686|---------------------------------------------------------------------|
 CS2686
 CS2686                          SUPERSEDED SURVEY CONTROL
 CS2686
 CS2686  NAD 83(1986)-  32 28 25.90028(N)    096 44 21.94212(W) AD(       ) 2
 CS2686  NAD 27      -  32 28 25.39800(N)    096 44 20.96300(W) AD(       ) 2
 CS2686
 CS2686.Superseded values are not recommended for survey control.
 CS2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2686.See file dsdata.txt to determine how the superseded data were derived.
 CS2686
 CS2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1244195212(NAD 83)
 CS2686_MARKER: DS = TRIANGULATION STATION DISK
 CS2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2686
 CS2686  HISTORY     - Date     Condition        Report By
 CS2686  HISTORY     - 1947     MONUMENTED       CGS
 CS2686  HISTORY     - 1958     GOOD             USGS
 CS2686  HISTORY     - 1960     MARK NOT FOUND   CGS
 CS2686  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS2686
 CS2686                          STATION DESCRIPTION
 CS2686
 CS2686'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2686'LOCATED ABOUT 9 MILES NORTHEAST OF WAXAHACHIE NEAR THE NORTHEAST
 CS2686'CORNER OF A BARNYARD, 130 FEET NORTHEAST OF THE EAST CORNER
 CS2686'OF THE BARN, 108 FEET NORTH OF THE NORTHEAST CORNER OF A
 CS2686'GARAGE, 34 FEET SOUTH OF A CURVE IN A WIRE FENCE AND 31 FEET
 CS2686'SOUTHEAST OF A 36-INCH TREE.  IT IS STAMPED ROCKETT 1947 AND
 CS2686'IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2686'
 CS2686'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF A
 CS2686'GRADED DIRT ROAD, 10 FEET WEST-NORTHWEST OF THE SOUTHWEST
 CS2686'CORNER OF THE GARAGE AND 5 FEET NORTH OF A WIRE FENCE.  IT
 CS2686'IS STAMPED ROCKETT NO 1 1947 AND IS FLUSH WITH THE GROUND.
 CS2686'
 CS2686'REFERENCE MARK NO. 2 IS 20 FEET NORTHWEST OF A 40-INCH TREE
 CS2686'AND 1 FOOT SOUTHEAST OF THE EAST CORNER OF THE BARN.  IT IS
 CS2686'STAMPED ROCKETT NO 2 1947 AND PROJECTS 6 INCHES.
 CS2686'
 CS2686'THE AZIMUTH MARK IS 57 FEET WEST OF THE NORTHWEST CORNER OF
 CS2686'A HOUSE, 32 FEET SOUTH OF THE CENTER OF A GRADED DIRT ROAD
 CS2686'AND 6 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A SMALL WOODEN
 CS2686'BRIDGE.  IT IS STAMPED ROCKETT 1947 AND PROJECTS 10 INCHES.
 CS2686'
 CS2686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 CS2686'287 AND 77 IN WAXAHACHIE, GO NORTH ON NO. 77 FOR 1.1 MILES
 CS2686'TO A FORK (GULF FILLING STATION LOCATED IN THE Y OF THE FORK).
 CS2686'THEN RIGHT FORK FOR 7.8 MILES TO A CROSSROAD IN THE CENTER
 CS2686'OF THE SMALL VILLAGE OF ROCKETT.  CONTINUE EASTERLY FOR 0.6
 CS2686'MILE TO A T INTERSECTION.  THEN RIGHT, SOUTH, FOR 0.4 MILE TO
 CS2686'A SIDE ROAD ON THE LEFT.  THEN LEFT, EAST, FOR 0.55 MILE TO
 CS2686'THE STATION ON THE LEFT.
 CS2686'
 CS2686'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.5
 CS2686'MILE.  THEN RIGHT, SOUTH, FOR 0.05 MILE.  THEN LEFT, EAST,
 CS2686'FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 CS2686'
 CS2686'A 74 FOOT SIGNAL AT RED OAK IS VISIBLE AT 37 FEET.
 CS2686'
 CS2686'A 74 FOOT SIGNAL AT FERRIS IS VISIBLE AT 37 FEET.
 CS2686'
 CS2686'A 74 FOOT SIGNAL AT TRUMBULL IS VISIBLE AT 64 FEET.
 CS2686'
 CS2686'A 74 FOOT SIGNAL AT PALMER IS VISIBLE AT 37 FEET.
 CS2686'
 CS2686'A 74 FOOT SIGNAL AT BOYCE IS VISIBLE AT 37 FEET.
 CS2686'
 CS2686'A 100 FOOT SIGNAL AT WAXAHACHIE MAG IS VISIBLE ON THE GROUND.
 CS2686'
 CS2686'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2686
 CS2686                          STATION RECOVERY (1958)
 CS2686
 CS2686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2686'STATION, REFERENCE MARK 2 AND AZIMUTH MARK RECOVERED IN GOOD
 CS2686'CONDITION AS DESCRIBED.
 CS2686'
 CS2686'REFERENCE MARK 1 NOT RECOVERED AFTER CONSIDERABLE PROBING.
 CS2686'EITHER COVERED WITH DIRT OR DESTROYED.
 CS2686
 CS2686                          STATION RECOVERY (1960)
 CS2686
 CS2686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2686'UNABLE TO LOCATE STATION AND REFERENCE MARK NO. 1.  REFERENCE
 CS2686'MARK NO. 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2686
 CS2686                          STATION RECOVERY (1961)
 CS2686
 CS2686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS2686'THE GARAGE AS MENTIONED IN THE 1947 DESCRIPTION HAS BEEN
 CS2686'REMOVED AND THE MARK IS BURIED APPROXIMATELY 10 IN. BELOW
 CS2686'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2762 ***********************************************************************
 AX2762  DESIGNATION -  ROCKHOUSE
 AX2762  PID         -  AX2762
 AX2762  STATE/COUNTY-  TX/FAYETTE
 AX2762  USGS QUAD   -  INDUSTRY (1981)
 AX2762
 AX2762                         *CURRENT SURVEY CONTROL
 AX2762  ___________________________________________________________________
 AX2762* NAD 83(1993)-  29 58 29.40741(N)    096 34 55.27347(W)     ADJUSTED  
 AX2762* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 AX2762  ___________________________________________________________________
 AX2762  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AX2762  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX2762
 AX2762  HORZ ORDER  -  THIRD
 AX2762
 AX2762.The horizontal coordinates were established by classical geodetic methods
 AX2762.and adjusted by the National Geodetic Survey in February 1996..
 AX2762
 AX2762.The orthometric height was scaled from a topographic map.
 AX2762
 AX2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2762
 AX2762.The geoid height was determined by GEOID03.
 AX2762
 AX2762;                    North         East     Units Scale Factor Converg.
 AX2762;SPC TXSC     - 4,239,751.790   833,326.672   MT  0.99992544   +1 11 04.6
 AX2762;SPC TXSC     -13,909,919.00  2,734,005.92   sFT  0.99992544   +1 11 04.6
 AX2762;SPC TX C     - 3,040,267.627 1,061,987.698   MT  1.00004088   +1 55 55.7
 AX2762;SPC TX C     - 9,974,611.37  3,484,204.64   sFT  1.00004088   +1 55 55.7
 AX2762;UTM  14      - 3,318,457.404   733,302.285   MT  1.00027159   +1 12 31.0
 AX2762
 AX2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2762!SPC TXSC     -   0.99998366  x   0.99992544  =   0.99990910
 AX2762!SPC TX C     -   0.99998366  x   1.00004088  =   1.00002454
 AX2762!UTM  14      -   0.99998366  x   1.00027159  =   1.00025525
 AX2762
 AX2762|---------------------------------------------------------------------|
 AX2762| PID    Reference Object                     Distance      Geod. Az  |
 AX2762|                                                           dddmmss.s |
 AX2762| CV6730 ROCKHOUSE RM 1                       13.823 METERS 04743     |
 AX2762| CV6731 ROCKHOUSE RM 2                       10.781 METERS 15733     |
 AX2762| CV6729 ROCKHOUSE AZ MK                                    2305703.1 |
 AX2762|---------------------------------------------------------------------|
 AX2762
 AX2762                          SUPERSEDED SURVEY CONTROL
 AX2762
 AX2762  NAD 83(1986)-  29 58 29.42372(N)    096 34 55.25861(W) AD(       ) 3
 AX2762  NAD 27      -  29 58 28.61700(N)    096 34 54.35500(W) AD(       ) 3
 AX2762
 AX2762.Superseded values are not recommended for survey control.
 AX2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2762.See file dsdata.txt to determine how the superseded data were derived.
 AX2762
 AX2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3330218457(NAD 83)
 AX2762_MARKER: DS = TRIANGULATION STATION DISK
 AX2762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2762+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 AX2762
 AX2762  HISTORY     - Date     Condition        Report By
 AX2762  HISTORY     - 1954     MONUMENTED       CGS
 AX2762  HISTORY     - 1956     GOOD             CGS
 AX2762  HISTORY     - 20040229 GOOD             INDIV
 AX2762
 AX2762                          STATION DESCRIPTION
 AX2762
 AX2762'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2762'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST OF FAYETTEVILLE,
 AX2762'5 MILES WEST OF INDUSTRY, 0.3 MILE SOUTHWEST OF THE FAYETTE-AUSTIN
 AX2762'COUNTY LINE AND ON THE SOUTHEAST SIDE OF STATE HIGHWAY 159.
 AX2762'
 AX2762'TO REACH THE STATION FROM THE POST OFFICE IN FAYETTEVILLE,
 AX2762'GO NORTHEAST ON STATE HIGHWAY 159 FOR 7.6 MILES TO THE STATION
 AX2762'ON THE RIGHT AT THE HIGHEST POINT OF THE SUMMIT OF THE ROAD.
 AX2762'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 AX2762'ON STATE HIGHWAY 159 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 AX2762'
 AX2762'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2762'POST FLUSH WITH THE SURFACE.  IT IS 48 FEET SOUTHEAST OF
 AX2762'STATE HIGHWAY 159 (CENTERLINE), 9 FEET SOUTHWEST OF A WIRE
 AX2762'GATE, 1 FOOT NORTHWEST OF THE FENCELINE AND 3 FEET EAST
 AX2762'OF A WITNESS POST.  THE MARK IS STAMPED ROCKHOUSE 1954.
 AX2762'
 AX2762'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AX2762'CONCRETE POST PROJECTING 2 INCHES.  IT IS 48 FEET SOUTHEAST
 AX2762'OF THE CENTERLINE OF STATE HIGHWAY 159 AND 1 FOOT NORTHWEST
 AX2762'OF THE FENCELINE.  THE MARK IS STAMPED ROCKHOUSE NO 1 1954.
 AX2762'
 AX2762'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AX2762'CONCRETE POST PROJECTING 2 INCHES.  IT IS 33 FEET SOUTHEAST
 AX2762'OF THE FENCELINE AND 1 FOOT NORTHEAST OF A POWER POLE.  THE
 AX2762'MARK IS STAMPED ROCKHOUSE NO 2 1954.
 AX2762'
 AX2762'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2762'POST PROJECTING 2 INCHES.  IT IS 300 FEET NORTH OF SOME RANCH
 AX2762'BUILDINGS, 50 FEET NORTHWEST OF THE CENTERLINE OF STATE
 AX2762'HIGHWAY 159, 3 FEET NORTHEAST OF A WITNESS POST AND 1 FOOT
 AX2762'NORTHEAST OF A TELEPHONE POLE.  THE MARK IS STAMPED ROCKHOUSE
 AX2762'1954.
 AX2762'
 AX2762'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 AX2762
 AX2762                          STATION RECOVERY (1956)
 AX2762
 AX2762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JPW)
 AX2762'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 AX2762'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2762'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2762
 AX2762                          STATION RECOVERY (2004)
 AX2762
 AX2762'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DMW)
 AX2762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2635 ***********************************************************************
 BY2635  DESIGNATION -  ROCKLAND
 BY2635  PID         -  BY2635
 BY2635  STATE/COUNTY-  TX/ANGELINA
 BY2635  USGS QUAD   -  ROCKLAND (1984)
 BY2635
 BY2635                         *CURRENT SURVEY CONTROL
 BY2635  ___________________________________________________________________
 BY2635* NAD 83(1993)-  31 02 27.57130(N)    094 25 47.39406(W)     ADJUSTED  
 BY2635* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 BY2635  ___________________________________________________________________
 BY2635  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BY2635  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BY2635
 BY2635  HORZ ORDER  -  THIRD
 BY2635
 BY2635.The horizontal coordinates were established by classical geodetic methods
 BY2635.and adjusted by the National Geodetic Survey in February 1996..
 BY2635
 BY2635.The orthometric height was scaled from a topographic map.
 BY2635
 BY2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2635
 BY2635.The geoid height was determined by GEOID03.
 BY2635
 BY2635;                    North         East     Units Scale Factor Converg.
 BY2635;SPC TX C     - 3,167,299.669 1,263,237.270   MT  0.99988198   +3 02 26.3
 BY2635;SPC TX C     -10,391,382.33  4,144,470.94   sFT  0.99988198   +3 02 26.3
 BY2635;UTM  15      - 3,435,022.933   363,551.345   MT  0.99982966   -0 44 14.7
 BY2635
 BY2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2635!SPC TX C     -   0.99999151  x   0.99988198  =   0.99987350
 BY2635!UTM  15      -   0.99999151  x   0.99982966  =   0.99982118
 BY2635
 BY2635|---------------------------------------------------------------------|
 BY2635| PID    Reference Object                     Distance      Geod. Az  |
 BY2635|                                                           dddmmss.s |
 BY2635| CV9149 ROCKLAND RM 1                         7.120 METERS 14329     |
 BY2635| CV8097 BL 10 S                                            1974742.8 |
 BY2635| CV9150 ROCKLAND RM 2                         7.062 METERS 25658     |
 BY2635|---------------------------------------------------------------------|
 BY2635
 BY2635                          SUPERSEDED SURVEY CONTROL
 BY2635
 BY2635  NAD 83(1986)-  31 02 27.58313(N)    094 25 47.38491(W) AD(       ) 3
 BY2635  NAD 27      -  31 02 26.88900(N)    094 25 46.66100(W) AD(       ) 3
 BY2635
 BY2635.Superseded values are not recommended for survey control.
 BY2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2635.See file dsdata.txt to determine how the superseded data were derived.
 BY2635
 BY2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6355135023(NAD 83)
 BY2635_MARKER: DD = SURVEY DISK
 BY2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2635
 BY2635  HISTORY     - Date     Condition        Report By
 BY2635  HISTORY     - 1949     MONUMENTED       USE
 BY2635  HISTORY     - 1957     GOOD             CGS
 BY2635  HISTORY     - 1958     GOOD             CGS
 BY2635
 BY2635                          STATION DESCRIPTION
 BY2635
 BY2635'DESCRIBED BY US ENGINEERS 1949 (RLE)
 BY2635'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF ZAVALLA AND
 BY2635'ABOUT 2.5 MILES NORTHWEST OF ROCKLAND ON A HIGH TIMBERED RIDGE.
 BY2635'IT IS A STANDARD U.S.E.D. DISK SET IN A 10 INCH BY 10 INCH
 BY2635'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 BY2635'4.5 FEET EAST OF A WITNESS POST AND 23.0 FEET SOUTH OF THE CENTER
 BY2635'OF A TRAIL ROAD.  IT IS STAMPED ROCKLAND.
 BY2635'
 BY2635'REFERENCE MARK NO. 1 IS 35.0 FEET SOUTH OF THE CENTER OF A
 BY2635'TRAIL ROAD.  IT PROJECTS 7 INCHES AND IS STAMPED ROCKLAND NO 1
 BY2635'1949.
 BY2635'
 BY2635'REFERENCE MARK NO. 2 IS 35.0 FEET SOUTH OF THE CENTER OF A
 BY2635'TRAIL ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED ROCKLAND NO 2
 BY2635'1949.
 BY2635'
 BY2635'THE AZIMUTH MARK IS A STANDARD U.S.E.D. DISK SET IN A 10 INCH
 BY2635'BY 10 INCH CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 BY2635'IT IS 2.0 FEET NORTH OF A WITNESS POST AND 171.0 FEET SOUTH OF
 BY2635'THE CENTER OF A GRADED ROAD.  IT IS STAMPED BL 10.
 BY2635'
 BY2635'TO REACH THE STATION FROM THE RAILROAD DEPOT IN COLMESNEIL, GO
 BY2635'NORTH ON U.S. HIGHWAY NO. 69 FOR 10.05 MILES TO A SIDE ROAD
 BY2635'LEFT JUST AFTER PASSING DUDLEYS STORE, TURN LEFT AND GO 0.6
 BY2635'MILE TO A SIDE ROAD LEFT, HERE CONTINUE STRAIGHT AHEAD FOR 0.65
 BY2635'MILE TO A CROSS ROAD, HERE CONTINUE STRAIGHT AHEAD FOR 0.55
 BY2635'MILE TO A POINT JUST EAST OF Y FORK OF MAIN ROADS, HERE TURN
 BY2635'RIGHT ON DIM TRACK ROAD AND GO 0.05 MILE TO A DIM TRACK ROAD
 BY2635'LEFT, TURN LEFT ON TRACK ROAD AND GO 0.05 MILE TO STATION ON
 BY2635'THE LEFT AS DESCRIBED.
 BY2635'
 BY2635'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON TRACK ROAD
 BY2635'0.05 MILE, TURN RIGHT ON TRACK ROAD FOR 0.05 MILE TO MAIN ROAD.
 BY2635'HERE TURN RIGHT ON MAIN ROAD AND GO 0.2 MILE TO FORK, TURN LEFT
 BY2635'FOR 0.1 MILE TO TRAIL ROAD LEFT, TURN LEFT ON TRAIL ROAD FOR
 BY2635'ABOUT 100 FEET, HERE TURN LEFT FOR 0.2 MILE TO A GRADED ROAD,
 BY2635'HERE TURN LEFT AND GO 0.15 OF A MILE AND AZIMUTH MARK ON RIGHT
 BY2635'IN CLEARING ABOUT 57 YARDS SOUTH OF ROAD AS DESCRIBED.
 BY2635'
 BY2635'A 74 FOOT SIGNAL AT STATION WOLF HILL IS VISIBLE AT 4 FEET.
 BY2635'
 BY2635'A 74 FOOT SIGNAL AT STATION MOSS HILL IS VISIBLE AT 4 FEET.
 BY2635
 BY2635                          STATION RECOVERY (1957)
 BY2635
 BY2635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BFC)
 BY2635'THIS STATION FOUND AS DESCRIBED IN 1949 DESCRIPTION.  REFERENCE
 BY2635'MARKS ARE IN PERFECT CONDITION.  NO SEARCH WAS MADE FOR AZIMUTH
 BY2635'MARK.
 BY2635
 BY2635                          STATION RECOVERY (1958)
 BY2635
 BY2635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 BY2635'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 BY2635'GOOD CONDITION AS DESCRIBED.  TO REACH THE STATION FROM THE
 BY2635'RAILROAD DEPOT IN COLMESNEIL GO NORTH ON U.S. HIGHWAY NO. 69
 BY2635'FOR 10.05 MILES TO A SIDE ROAD LEFT JUST AFTER PASSING DUDLEYS
 BY2635'STORE, TURN LEFT AND GO 1.834 MILES DOWN COUNTY ROAD PASSING
 BY2635'WOOD ROADS.  STATION IS 475 FEET NORTH 6 DEG WEST UP HILL ON
 BY2635'RIGHT.  GO ON DOWN COUNTY ROAD .130 MILE AND TURN RIGHT ON
 BY2635'TRAIL FOR .136 MILES.  STATION IS 670 FEET SOUTH 83 DEG EAST UP
 BY2635'HILL ON RIGHT.  STATION IS ON EAST SIDE OF HILL AND IS NOT ON
 BY2635'TOP OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1995 ***********************************************************************
 FL1995  DESIGNATION -  ROCKLEDGE HUMBLE TANK
 FL1995  PID         -  FL1995
 FL1995  STATE/COUNTY-  TX/DONLEY
 FL1995  USGS QUAD   -  ROCKLEDGE (1964)
 FL1995
 FL1995                         *CURRENT SURVEY CONTROL
 FL1995  ___________________________________________________________________
 FL1995* NAD 83(1993)-  35 10 40.08866(N)    100 48 50.29416(W)     ADJUSTED  
 FL1995* NAVD 88     -                                                        
 FL1995  ___________________________________________________________________
 FL1995  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 FL1995  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1995
 FL1995  HORZ ORDER  -  THIRD
 FL1995
 FL1995.The horizontal coordinates were established by classical geodetic methods
 FL1995.and adjusted by the National Geodetic Survey in February 1996..
 FL1995
 FL1995
 FL1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1995
 FL1995.The geoid height was determined by GEOID03.
 FL1995
 FL1995;                    North         East     Units Scale Factor Converg.
 FL1995;SPC TX N     - 1,130,878.235   262,485.072   MT  0.99991961   +0 23 51.3
 FL1995;SPC TX N     - 3,710,223.01    861,169.77   sFT  0.99991961   +0 23 51.3
 FL1995;UTM  14      - 3,894,267.662   334,821.681   MT  0.99993626   -1 02 43.1
 FL1995
 FL1995                          SUPERSEDED SURVEY CONTROL
 FL1995
 FL1995  NAD 83(1993)-  35 10 40.09071(N)    100 48 50.29313(W) AD(       ) 4
 FL1995  NAD 83(1986)-  35 10 40.09297(N)    100 48 50.28562(W) AD(       ) 4
 FL1995  NAD 27      -  35 10 39.91300(N)    100 48 48.77100(W) AD(       ) 3
 FL1995
 FL1995.Superseded values are not recommended for survey control.
 FL1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1995.See file dsdata.txt to determine how the superseded data were derived.
 FL1995
 FL1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3482294268(NAD 83)
 FL1995_MARKER: 53 = ELEVATED TANK
 FL1995
 FL1995  HISTORY     - Date     Condition        Report By
 FL1995  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1995
 FL1995                          STATION DESCRIPTION
 FL1995
 FL1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1995'THE EASTERN OF TWO LARGE, LOW, SILVER-COLORED TANKS ABOUT 5.7
 FL1995'MILES WEST OF ALANREED AND 5.2 MILES EAST OF JERICO.  TANKS
 FL1995'ARE ABOUT 3/4 MILE SOUTH OF U.S. HIGHWAY 66, AND HAVE SLIGHTLY
 FL1995'PEAKED TOPS.  THE TOP CENTER OF EASTERN TANK WAS THE POINT
 FL1995'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2103 ***********************************************************************
 AN2103  DESIGNATION -  ROCKPORT
 AN2103  PID         -  AN2103
 AN2103  STATE/COUNTY-  TX/ARANSAS
 AN2103  USGS QUAD   -  ROCKPORT (1979)
 AN2103
 AN2103                         *CURRENT SURVEY CONTROL
 AN2103  ___________________________________________________________________
 AN2103* NAD 83(1993)-  28 01 32.09835(N)    097 03 11.81771(W)     ADJUSTED  
 AN2103* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2103  ___________________________________________________________________
 AN2103  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AN2103  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN2103
 AN2103  HORZ ORDER  -  FIRST
 AN2103
 AN2103.The horizontal coordinates were established by classical geodetic methods
 AN2103.and adjusted by the National Geodetic Survey in February 1996..
 AN2103
 AN2103.The orthometric height was scaled from a topographic map.
 AN2103
 AN2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2103
 AN2103.The geoid height was determined by GEOID03.
 AN2103
 AN2103;                    North         East     Units Scale Factor Converg.
 AN2103;SPC TXSC     - 4,022,901.665   791,452.002   MT  1.00012189   +0 57 13.4
 AN2103;SPC TXSC     -13,198,469.88  2,596,622.11   sFT  1.00012189   +0 57 13.4
 AN2103;SPC TX S     - 5,262,178.023   442,272.806   MT  1.00005432   +0 39 24.6
 AN2103;SPC TX S     -17,264,329.06  1,451,023.36   sFT  1.00005432   +0 39 24.6
 AN2103;UTM  14      - 3,101,564.354   691,381.646   MT  1.00005209   +0 54 53.9
 AN2103
 AN2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2103!SPC TXSC     -   1.00000392  x   1.00012189  =   1.00012581
 AN2103!SPC TX S     -   1.00000392  x   1.00005432  =   1.00005824
 AN2103!UTM  14      -   1.00000392  x   1.00005209  =   1.00005601
 AN2103
 AN2103:                Primary Azimuth Mark                     Grid Az
 AN2103:SPC TXSC     -  LAMAR CATHOLIC CHURCH TANK               025 05 56.3
 AN2103:SPC TX S     -  LAMAR CATHOLIC CHURCH TANK               025 23 45.1
 AN2103:UTM  14      -  LAMAR CATHOLIC CHURCH TANK               025 08 15.8
 AN2103
 AN2103|---------------------------------------------------------------------|
 AN2103| PID    Reference Object                     Distance      Geod. Az  |
 AN2103|                                                           dddmmss.s |
 AN2103| AN2321 LAMAR CATHOLIC CHURCH TANK          APPROX.13.5 KM 0260309.7 |
 AN2103| AN2320 BALLOU HOUSE                        APPROX.13.5 KM 0262053.9 |
 AN2103| AN2099 ROCKPORT COURTHOUSE DOME             45.132 METERS 03938     |
 AN2103| AN2100 ROCKPORT PRESBYTERIAN CH SPIRE      APPROX. 0.6 KM 1783612.8 |
 AN2103| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX.17.9 KM 1805847.7 |
 AN2103| AH1164 ARANSAS PASS WHAREHOUSE TER TK      APPROX.19.6 KM 1824740.7 |
 AN2103| AH1200 ARANSAS PASS OLD MUN TK             APPROX.16.0 KM 2125105.4 |
 AN2103| AH1201 ARANSAS PASS NEW MUN TK             APPROX.16.0 KM 2161605.3 |
 AN2103| AH1197 ARANSAS                             APPROX.16.2 KM 2224124.5 |
 AN2103| CV6131 ROCKPORT RM 2                                      35345     |
 AN2103|---------------------------------------------------------------------|
 AN2103
 AN2103                          SUPERSEDED SURVEY CONTROL
 AN2103
 AN2103  NAD 83(1986)-  28 01 32.10598(N)    097 03 11.79679(W) AD(       ) 1
 AN2103  NAD 27      -  28 01 31.04200(N)    097 03 10.83300(W) AD(       ) 1
 AN2103
 AN2103.Superseded values are not recommended for survey control.
 AN2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2103.See file dsdata.txt to determine how the superseded data were derived.
 AN2103
 AN2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9138201564(NAD 83)
 AN2103_MARKER: DS = TRIANGULATION STATION DISK
 AN2103_SETTING: 0 = UNSPECIFIED SETTING
 AN2103
 AN2103  HISTORY     - Date     Condition        Report By
 AN2103  HISTORY     - 1931     MONUMENTED       CGS
 AN2103  HISTORY     - 1938     SEE DESCRIPTION  LOCSUR
 AN2103  HISTORY     - 1948     GOOD             CGS
 AN2103  HISTORY     - 1949     GOOD             CGS
 AN2103  HISTORY     - 1952     GOOD             CGS
 AN2103  HISTORY     - 1953     GOOD             USGS
 AN2103  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2103  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN2103
 AN2103                          STATION DESCRIPTION
 AN2103
 AN2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2103'IN THE TOWN OF ROCKPORT, IN THE SW CORNER OF COURTHOUSE
 AN2103'GROUNDS, 33.5 FEET E OF GATE IN IRON FENCE AT SW CORNER OF
 AN2103'COURTHOUSE YARD, 30 YARDS SW OF SW CORNER OF BUILDING, AND 15.4
 AN2103'FEET N OF IRON FENCE ALONG S SIDE OF YARD.
 AN2103'
 AN2103'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2103'SET IN CONCRETE.  SURFACE MARK IS FLUSH WITH GROUND.
 AN2103'
 AN2103'REFERENCE MARK 1 IS AT FENCE CORNER, INSIDE SE CORNER OF
 AN2103'COURTHOUSE YARD, AND 67.626 METERS (221.87 FEET) FROM STATION,
 AN2103'AZIMUTH NOT OBSERVED.
 AN2103'
 AN2103'REFERENCE MARK 2 IS AT FENCE CORNER, OUTSIDE SE CORNER OF
 AN2103'COURTHOUSE YARD, AND 1/4 MILE FROM STATION N 6 DEG 15 MIN W.
 AN2103
 AN2103                          STATION RECOVERY (1938)
 AN2103
 AN2103'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 AN2103'RECOVERED BY GEOTECHNICAL CORPORATION
 AN2103'
 AN2103'REFERENCE MARKS LOCATED BUT STATION HAS BEEN DESTROYED AS
 AN2103'GROUND HAS BEEN LEVELED AND GRASS PLANTED IN COURTHOUSE
 AN2103'YARD.
 AN2103
 AN2103                          STATION RECOVERY (1948)
 AN2103
 AN2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2103'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1931.
 AN2103'IT IS NOW COVERED BY 1 INCH OF SAND.
 AN2103'
 AN2103'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN2103'IT PROJECTS ABOUT 1 FOOT.
 AN2103'
 AN2103'REFERENCE MARK 2 WAS RECOVERED 1/4 MILE N OF THE STATION
 AN2103'IN THE SCHOOLYARD.  IT PROJECTS ABOUT 1 FOOT.
 AN2103'
 AN2103'THE RECOVERY NOTE OF THE GEOTECHNICAL CORPORATION, 1938,
 AN2103'IS IN ERROR AS REGARDS THE STATION.
 AN2103
 AN2103                          STATION RECOVERY (1949)
 AN2103
 AN2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN2103'STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.  R.M. 2
 AN2103'WAS NOT RECOVERED.  REVISED DESCRIPTION FOLLOWS--
 AN2103'
 AN2103'STATION IS LOCATED IN THE TOWN OF ROCKPORT, IN THE SW CORNER
 AN2103'OF THE COURTHOUSE GROUNDS, 112.6 FEET SW OF SW CORNER OF
 AN2103'COURTHOUSE, 32.7 FEET E FROM THE INSIDE OF CURBING ON W
 AN2103'SIDE, AND 14.9 FEET N OF INSIDE OF CURBING ON S SIDE OF
 AN2103'COURTHOUSE.
 AN2103'
 AN2103'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE FLUSH
 AN2103'WITH THE GROUND, STAMPED ROCKPORT 1931.
 AN2103'
 AN2103'R.M. 1 IS JUST INSIDE OF THE CURBING AT THE SE CORNER OF
 AN2103'COURTHOUSE GROUNDS, PROJECTING 8 INCHES ABOVE GROUND, AND
 AN2103'STAMPED ROCKPORT NO 1 1931.
 AN2103'
 AN2103'A THOROUGH SEARCH WAS MADE FOR R.M. 2 BUT IT WAS NOT FOUND.
 AN2103
 AN2103                          STATION RECOVERY (1952)
 AN2103
 AN2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AN2103'STATION AND REFERENCE MARKS FOUND AS DESCRIBED AND IN GOOD
 AN2103'CONDITION.  STATION IS APPROXIMATELY 6 IN. UNDER THE LAWN.
 AN2103'REFERENCE MARK 2 IS 0.2 MI. N-NW OF THE NW CORNER OF THE
 AN2103'COURTHOUSE, IN THE SCHOOLYARD AT THE END OF THE STREET RUNNING
 AN2103'N FROM THE STATION.
 AN2103
 AN2103                          STATION RECOVERY (1953)
 AN2103
 AN2103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AN2103'STATION RECOVERED AS DESCRIBED.  UNDERGROUND 0.5 FOOT.
 AN2103
 AN2103                          STATION RECOVERY (1969)
 AN2103
 AN2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2103'THE STATION AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR
 AN2103'BUT NOT FOUND.  A NEW COURTHOUSE AND JAIL HAS BEEN ERECTED
 AN2103'ON THE GROUNDS AND EVIDENTLY THE MARKS WERE DESTROYED.
 AN2103'
 AN2103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ROCKPORT
 AN2103
 AN2103                          STATION RECOVERY (1991)
 AN2103
 AN2103'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AN2103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2405 ***********************************************************************
 AN2405  PACS        -  This is a Primary Airport Control Station.
 AN2405  DESIGNATION -  ROCKPORT
 AN2405  PID         -  AN2405
 AN2405  STATE/COUNTY-  TX/ARANSAS
 AN2405  USGS QUAD   -  ROCKPORT (1979)
 AN2405
 AN2405                         *CURRENT SURVEY CONTROL
 AN2405  ___________________________________________________________________
 AN2405* NAD 83(1993)-  28 05 12.34281(N)    097 02 47.58700(W)     ADJUSTED  
 AN2405* NAVD 88     -         5.76   (meters)      18.9    (feet)  GPS OBS   
 AN2405  ___________________________________________________________________
 AN2405  X           -    -690,809.247 (meters)                     COMP
 AN2405  Y           -  -5,588,647.589 (meters)                     COMP
 AN2405  Z           -   2,984,981.476 (meters)                     COMP
 AN2405  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AN2405  ELLIP HEIGHT-         -21.01  (meters)          (10/24/00) GPS OBS
 AN2405  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN2405
 AN2405  HORZ ORDER  -  B
 AN2405  ELLP ORDER  -  FOURTH    CLASS II
 AN2405
 AN2405.This mark is at Aransas Co (RKP) Airport (RKP)
 AN2405
 AN2405.The horizontal coordinates were established by GPS observations
 AN2405.and adjusted by the National Geodetic Survey in February 1996..
 AN2405
 AN2405.The orthometric height was determined by GPS observations and a
 AN2405.high-resolution geoid model.
 AN2405
 AN2405.GPS derived orthometric heights for airport stations designated as
 AN2405.PACS or SACS are published to 2 decimal places.  This maintains
 AN2405.centimeter relative accuracy between the PACS and SACS.  It does
 AN2405.not indicate centimeter accuracy relative to other marks which are
 AN2405.part of the NAVD 88 network.
 AN2405
 AN2405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2405
 AN2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2405
 AN2405.The ellipsoidal height was determined by GPS observations
 AN2405.and is referenced to NAD 83.
 AN2405
 AN2405.The geoid height was determined by GEOID03.
 AN2405
 AN2405;                    North         East     Units Scale Factor Converg.
 AN2405;SPC TXSC     - 4,029,692.383   792,000.631   MT  1.00009833   +0 57 25.3
 AN2405;SPC TXSC     -13,220,749.09  2,598,422.07   sFT  1.00009833   +0 57 25.3
 AN2405;UTM  14      - 3,108,354.323   691,934.734   MT  1.00005470   +0 55 11.9
 AN2405
 AN2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2405!SPC TXSC     -   1.00000330  x   1.00009833  =   1.00010163
 AN2405!UTM  14      -   1.00000330  x   1.00005470  =   1.00005800
 AN2405
 AN2405:                Primary Azimuth Mark                     Grid Az
 AN2405:SPC TXSC     -  ROCKPORT AZ MK                           144 42 31.8
 AN2405:UTM  14      -  ROCKPORT AZ MK                           144 44 45.2
 AN2405
 AN2405|---------------------------------------------------------------------|
 AN2405| PID    Reference Object                     Distance      Geod. Az  |
 AN2405|                                                           dddmmss.s |
 AN2405| AN2406 ROCKPORT AZ MK                      APPROX. 0.9 KM 1453957.1 |
 AN2405|---------------------------------------------------------------------|
 AN2405
 AN2405                          SUPERSEDED SURVEY CONTROL
 AN2405
 AN2405  ELLIP H (02/20/96)  -20.89   (m)                       GP(       ) 3 2
 AN2405  NAD 83(1993)-  28 05 12.34163(N)    097 02 47.58554(W) AD(       ) 3
 AN2405  ELLIP H (02/16/96)  -21.01   (m)                       GP(       ) 5 1
 AN2405  NAD 83(1986)-  28 05 12.34664(N)    097 02 47.56592(W) AD(       ) 3
 AN2405  NAD 27      -  28 05 11.35386(N)    097 02 46.64196(W) AD(       ) 3
 AN2405  NGVD 29 (12/08/88)    5.9    (m)           19.     (f) GPS OBS        
 AN2405
 AN2405.Superseded values are not recommended for survey control.
 AN2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2405.See file dsdata.txt to determine how the superseded data were derived.
 AN2405
 AN2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9193508354(NAD 83)
 AN2405_MARKER: I = METAL ROD
 AN2405_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2405_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2405_STAMPING: ROCKPORT 1988
 AN2405_MARK LOGO: NGS   
 AN2405_PROJECTION: FLUSH
 AN2405_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2405+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AN2405_ROD/PIPE-DEPTH: 21.6 meters
 AN2405_SLEEVE-DEPTH  : 0.76 meters
 AN2405
 AN2405  HISTORY     - Date     Condition        Report By
 AN2405  HISTORY     - 1988     MONUMENTED       NGS
 AN2405  HISTORY     - 19950123 GOOD             NGS
 AN2405  HISTORY     - 19970203 GOOD             NGS
 AN2405
 AN2405                          STATION DESCRIPTION
 AN2405
 AN2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AN2405'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH OF ROCKPORT, AT THE
 AN2405'ROCKPORT-ARANSAS COUNTY AIRPORT.  OWNERSHIP-- ARANSAS COUNTY C/O GENE
 AN2405'JOHNSON P.O. BOX 1270, ROCKPORT TX. 78382. TELEPHONE NUMBER IS
 AN2405'512-7297657.
 AN2405'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND FARM
 AN2405'ROAD 881 IN ROCKPORT.  GO NORTH ON STATE HIGHWAY 35 FOR 5.6 KM
 AN2405'(3.50 MI) TO FARM ROAD 3036 ON THE LEFT.  CONTINUE NORTH ON STATE
 AN2405'HIGHWAY 35 FOR 3.8 KM (2.35 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 AN2405'LEFT.  TURN LEFT ON THE ENTRANCE ROAD FOR 1.2 KM (0.75 MI) TO THE
 AN2405'ADMINISTRATION BUILDING AND A GATE ON THE LEFT.  TURN LEFT THRU THE
 AN2405'GATE AND GO SOUTH ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO THE
 AN2405'RUNWAY.  CROSS THE RUNWAY AND CONTINUE SOUTH FOR 0.2 KM (0.10 MI) TO
 AN2405'THE JUNCTION OF A NORTHWEST-SOUTHEAST RUNWAY AND THE STATION ON THE
 AN2405'LEFT.
 AN2405'THE STATION IS SET 21.2 M (69.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AN2405'TAXIWAY, 18.9 M (62.0 FT) NORTH OF THE CROSSOVER OF THE TAXI AND
 AN2405'13.5M (44.3 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY.
 AN2405'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2405'DESCRIBED BY B.L.L.
 AN2405
 AN2405                          STATION RECOVERY (1995)
 AN2405
 AN2405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2405'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH OF ROCKPORT AT
 AN2405'THE ROCKPORT-ARANSAS COUNTY AIRPORT.  OWNERSHIP--ARANSAS COUNTY.  FOR
 AN2405'ACCESS TO THE STATION CONTACT MR.  GENE JOHNSON, AIRPORT MANAGER, P.O.
 AN2405'BOX 1270, ROCKPORT, TX.  78382.  PHONE (512) 729-7657.  TO REACH THE
 AN2405'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND FARM ROAD 3036 ON
 AN2405'THE NORTH SIDE OF ROCKPORT, GO , NORTH, ON STATE HIGHWAY 35 FOR 2.35
 AN2405'MI (3.78 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 AN2405'GO 0.75 MI (1.21 KM) TO THE ADMINISTRATION BUILDING AND A GATE ON THE
 AN2405'LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND PROCEED SOUTH ACROSS THE
 AN2405'APRON FOR 0.1 MI (0.2 KM) TO A RUNWAY.  CROSS THE RUNWAY AND PROCEED
 AN2405'SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A NORTHWEST SOUTHEAST
 AN2405'RUNWAY AND THE STATION ON THE LEFT.  THE STATION IS 21.2 M (69.6 FT)
 AN2405'SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 13.5 M (44.3 FT) NORTHEAST
 AN2405'OF THE NORTHEAST EDGE OF THE RUNWAY, AND 9.5 M (31.2 FT) NORTH OF THE
 AN2405'NORTH CORNER OF A CONCRETE BASE FOR A LIGHTED TAXIWAY SIGN FOR TAXIWAY
 AN2405'C.  THIS IS A PAC STATION.
 AN2405
 AN2405                          STATION RECOVERY (1997)
 AN2405
 AN2405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AN2405'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH OF ROCKPORT AT
 AN2405'THE ROCKPORT-ARANSAS COUNTY AIRPORT.  OWNERSHIP--ARANSAS COUNTY.  FOR
 AN2405'ACCESS TO THE STATION CONTACT MR.  GENE JOHNSON, AIRPORT MANAGER, P.O.
 AN2405'BOX 1270, ROCKPORT, TX.  78382.  PHONE (512) 790-0141.  TO REACH THE
 AN2405'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND FARM ROAD 3036 ON
 AN2405'THE NORTH SIDE OF ROCKPORT, GO , NORTH, ON STATE HIGHWAY 35 FOR 2.35
 AN2405'MI (3.78 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 AN2405'GO 0.75 MI (1.21 KM) TO THE ADMINISTRATION BUILDING AND A GATE ON THE
 AN2405'LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND PROCEED SOUTH ACROSS THE
 AN2405'APRON FOR 0.1 MI (0.2 KM) TO A RUNWAY.  CROSS THE RUNWAY AND PROCEED
 AN2405'SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A NORTHWEST SOUTHEAST
 AN2405'RUNWAY AND THE STATION ON THE LEFT.  THE STATION IS 21.2 M (69.6 FT)
 AN2405'SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 13.5 M (44.3 FT) NORTHEAST
 AN2405'OF THE NORTHEAST EDGE OF THE RUNWAY, AND 9.5 M (31.2 FT) NORTH OF THE
 AN2405'NORTH CORNER OF A CONCRETE BASE FOR A LIGHTED TAXIWAY SIGN FOR TAXIWAY
 AN2405'C.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0680 ***********************************************************************
 AZ0680  PACS        -  This is a Primary Airport Control Station.
 AZ0680  DESIGNATION -  ROCKPORT
 AZ0680  PID         -  AZ0680
 AZ0680  STATE/COUNTY-  TX/EDWARDS
 AZ0680  USGS QUAD   -  CUB LAKE (1971)
 AZ0680
 AZ0680                         *CURRENT SURVEY CONTROL
 AZ0680  ___________________________________________________________________
 AZ0680* NAD 83(1993)-  29 56 55.58499(N)    100 10 29.99644(W)     ADJUSTED  
 AZ0680* NAVD 88     -       722.94   (meters)    2371.8    (feet)  GPS OBS   
 AZ0680  ___________________________________________________________________
 AZ0680  X           -    -977,204.099 (meters)                     COMP
 AZ0680  Y           -  -5,444,702.553 (meters)                     COMP
 AZ0680  Z           -   3,165,804.477 (meters)                     COMP
 AZ0680  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AZ0680  ELLIP HEIGHT-         700.64  (meters)          (10/24/00) GPS OBS
 AZ0680  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AZ0680
 AZ0680  HORZ ORDER  -  B
 AZ0680  ELLP ORDER  -  FOURTH    CLASS II
 AZ0680
 AZ0680.This mark is at Edwards Co (69R) Airport (69R)
 AZ0680
 AZ0680.The horizontal coordinates were established by GPS observations
 AZ0680.and adjusted by the National Geodetic Survey in February 1996..
 AZ0680
 AZ0680.The orthometric height was determined by GPS observations and a
 AZ0680.high-resolution geoid model.
 AZ0680
 AZ0680.GPS derived orthometric heights for airport stations designated as
 AZ0680.PACS or SACS are published to 2 decimal places.  This maintains
 AZ0680.centimeter relative accuracy between the PACS and SACS.  It does
 AZ0680.not indicate centimeter accuracy relative to other marks which are
 AZ0680.part of the NAVD 88 network.
 AZ0680
 AZ0680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AZ0680
 AZ0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0680
 AZ0680.The ellipsoidal height was determined by GPS observations
 AZ0680.and is referenced to NAD 83.
 AZ0680
 AZ0680.The geoid height was determined by GEOID03.
 AZ0680
 AZ0680;                    North         East     Units Scale Factor Converg.
 AZ0680;SPC TXSC     - 4,235,020.658   486,581.464   MT  0.99992047   -0 34 32.3
 AZ0680;SPC TXSC     -13,894,396.94  1,596,392.69   sFT  0.99992047   -0 34 32.3
 AZ0680;UTM  14      - 3,313,689.556   386,611.890   MT  0.99975862   -0 35 11.9
 AZ0680
 AZ0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0680!SPC TXSC     -   0.99988998  x   0.99992047  =   0.99981045
 AZ0680!UTM  14      -   0.99988998  x   0.99975862  =   0.99964862
 AZ0680
 AZ0680:                Primary Azimuth Mark                     Grid Az
 AZ0680:SPC TXSC     -  ROCKPORT AZ MK                           322 01 40.7
 AZ0680:UTM  14      -  ROCKPORT AZ MK                           322 02 20.3
 AZ0680
 AZ0680|---------------------------------------------------------------------|
 AZ0680| PID    Reference Object                     Distance      Geod. Az  |
 AZ0680|                                                           dddmmss.s |
 AZ0680| AZ0681 ROCKPORT AZ MK                      410.179 METERS 3212708.4 |
 AZ0680|---------------------------------------------------------------------|
 AZ0680
 AZ0680                          SUPERSEDED SURVEY CONTROL
 AZ0680
 AZ0680  ELLIP H (02/20/96)  700.79   (m)                       GP(       ) 1 1
 AZ0680  NAD 83(1993)-  29 56 55.58884(N)    100 10 30.00073(W) AD(       ) 3
 AZ0680  ELLIP H (02/16/96)  700.77   (m)                       GP(       ) 5 1
 AZ0680  NAD 83(1986)-  29 56 55.59818(N)    100 10 29.98071(W) AD(       ) 3
 AZ0680  NGVD 29 (10/23/89)  722.8    (m)         2371.     (f) GPS OBS        
 AZ0680
 AZ0680.Superseded values are not recommended for survey control.
 AZ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0680.See file dsdata.txt to determine how the superseded data were derived.
 AZ0680
 AZ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8661213690(NAD 83)
 AZ0680_MARKER: I = METAL ROD
 AZ0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0680_SP_SET: STAINLESS STEEL ROD
 AZ0680_STAMPING: ROCKPORT 1989
 AZ0680_MARK LOGO: NGS   
 AZ0680_PROJECTION: FLUSH
 AZ0680_MAGNETIC: I = MARKER IS A STEEL ROD
 AZ0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0680+STABILITY: POSITION/ELEVATION WELL
 AZ0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0680+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 AZ0680_ROD/PIPE-DEPTH: 0.18 meters
 AZ0680
 AZ0680  HISTORY     - Date     Condition        Report By
 AZ0680  HISTORY     - 1989     MONUMENTED       NGS
 AZ0680  HISTORY     - 19950504 GOOD             NGS
 AZ0680
 AZ0680                          STATION DESCRIPTION
 AZ0680
 AZ0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AZ0680'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHEAST OF ROCKSPRINGS,
 AZ0680'AT THE EDWARDS COUNTY AIRPORT, AT THE JUNCTION OF THE RUNWAY AND RAMP.
 AZ0680'OWNERSHIP--COUNTY OF EDWARDS, EDWARDS COUNTY COURTHOUSE, ROCKSPRINGS,
 AZ0680'TEXAS 78880.  COUNTY JUDGE, NEVILLE G. SMART, JR. TELEPHONE
 AZ0680'512-683-6122.
 AZ0680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377 AND STATE
 AZ0680'HIGHWAYS 41 AND 55 IN ROCKSPRINGS, GO SOUTHEAST ON STATE HIGHWAY 55
 AZ0680'FOR 8.37 KM (5.20 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 AZ0680'RIGHT AND GO SOUTHWEST ACROSS THE TARMAC AND RAMP FOR 0.21 KM
 AZ0680'(0.15 MI) TO THE RUNWAY JUNCTION AND THE STATION ON THE LEFT.
 AZ0680'THE STATION IS A STAINLESS STEEL ROD DRIVEN IN ROCK WITH ABOUT TWO
 AZ0680'INCHS OF CONCRETE AROUND THE ROD.  IT IS SET ON THE TOP OF A SMALL
 AZ0680'BANK 25.7 M (84.3 FT) NORTHEAST OF THE RUNWAY CENTERLINE, 19.5 M
 AZ0680'(64.0 FT) SOUTH-SOUTHEAST OF THE RAMP CENTER, AND 18.5 M (60.7 FT)
 AZ0680'EAST OF THE CURVED PAVEMENT.
 AZ0680'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AZ0680'DESCRIBED BY R.D.B.
 AZ0680
 AZ0680                          STATION RECOVERY (1995)
 AZ0680
 AZ0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AZ0680'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHEAST OF ROCKSPRINGS,
 AZ0680'ON THE EDWARDS COUNTY AIRPORT, AT THE JUNCTION OF THE RUNWAY AND TAXI.
 AZ0680'OWNERSHIP--EDWARDS COUNTY, EDWARDS COUNTY COURTHOUSE, ROCKSPRINGS TX
 AZ0680'78880, C D PAT COWSERT, MANAGER.  PHONE 512 683 2054. TO REACH THE
 AZ0680'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 377 AND STATE HIGHWAYS 41
 AZ0680'AND 55 IN ROCKSPRINGS, GO 8.37 KM (5.20 MI) SOUTHEAST ON STATE HIGHWAY
 AZ0680'55 TO THE AIRPORT ENTRANCE, TURN RIGHT, SOUTHWEST, GO 0.21 KM (0.15
 AZ0680'MI) ACROSS APRON AND TAXI TO THE RUNWAY JUNCTION AND THE STATION OF
 AZ0680'THE LEFT, THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO ROCK WITH
 AZ0680'ABOUT 2-INCHES OF CONCRETE AROUND IT, 25.7 M (84.3 FT) NORTHEAST OF
 AZ0680'THE RUNWAY CENTERLINE, 19.2 M (63.0 FT) SOUTH-SOUTHEAST OF THE TAXI
 AZ0680'CENTER, AND 18.5 M (60.7 FT) EAST OF THE EAST EDGE OF THE CURVED
 AZ0680'PAVEMENT, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST AND 0.5M ABOVE
 AZ0680'THE LEVEL OF THE RUNWAY.  NOTE-- ACCESS TO THE DATUM POINT IS THROUGH
 AZ0680'A 5-INCH LOGO CAP.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2406 ***********************************************************************
 AN2406  SACS        -  This is a Secondary Airport Control Station.
 AN2406  DESIGNATION -  ROCKPORT AZ MK
 AN2406  PID         -  AN2406
 AN2406  STATE/COUNTY-  TX/ARANSAS
 AN2406  USGS QUAD   -  ROCKPORT (1979)
 AN2406
 AN2406                         *CURRENT SURVEY CONTROL
 AN2406  ___________________________________________________________________
 AN2406* NAD 83(1993)-  28 04 49.19777(N)    097 02 29.76293(W)     ADJUSTED  
 AN2406* NAVD 88     -         6.87   (meters)      22.5    (feet)  GPS OBS   
 AN2406  ___________________________________________________________________
 AN2406  X           -    -690,367.550 (meters)                     COMP
 AN2406  Y           -  -5,589,041.131 (meters)                     COMP
 AN2406  Z           -   2,984,353.410 (meters)                     COMP
 AN2406  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AN2406  ELLIP HEIGHT-         -19.88  (meters)          (07/20/01) GPS OBS
 AN2406  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN2406
 AN2406  HORZ ORDER  -  FIRST
 AN2406  ELLP ORDER  -  FOURTH    CLASS II
 AN2406
 AN2406.This mark is at Aransas Co (RKP) Airport (RKP)
 AN2406
 AN2406.The horizontal coordinates were established by GPS observations
 AN2406.and adjusted by the National Geodetic Survey in May 1997..
 AN2406
 AN2406.The orthometric height was determined by GPS observations and a
 AN2406.high-resolution geoid model.
 AN2406
 AN2406.GPS derived orthometric heights for airport stations designated as
 AN2406.PACS or SACS are published to 2 decimal places.  This maintains
 AN2406.centimeter relative accuracy between the PACS and SACS.  It does
 AN2406.not indicate centimeter accuracy relative to other marks which are
 AN2406.part of the NAVD 88 network.
 AN2406
 AN2406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2406
 AN2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2406
 AN2406.The ellipsoidal height was determined by GPS observations
 AN2406.and is referenced to NAD 83.
 AN2406
 AN2406.The geoid height was determined by GEOID03.
 AN2406
 AN2406;                    North         East     Units Scale Factor Converg.
 AN2406;SPC TXSC     - 4,028,988.064   792,499.154   MT  1.00010075   +0 57 34.0
 AN2406;SPC TXSC     -13,218,438.34  2,600,057.64   sFT  1.00010075   +0 57 34.0
 AN2406;UTM  14      - 3,107,649.712   692,432.779   MT  1.00005706   +0 55 19.6
 AN2406
 AN2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2406!SPC TXSC     -   1.00000312  x   1.00010075  =   1.00010387
 AN2406!UTM  14      -   1.00000312  x   1.00005706  =   1.00006018
 AN2406
 AN2406:                Primary Azimuth Mark                     Grid Az
 AN2406:SPC TXSC     -  ROCKPORT                                 324 42 31.5
 AN2406:UTM  14      -  ROCKPORT                                 324 44 45.9
 AN2406
 AN2406|---------------------------------------------------------------------|
 AN2406| PID    Reference Object                     Distance      Geod. Az  |
 AN2406|                                                           dddmmss.s |
 AN2406| AN2405 ROCKPORT                            APPROX. 0.9 KM 3254005.5 |
 AN2406|---------------------------------------------------------------------|
 AN2406
 AN2406                          SUPERSEDED SURVEY CONTROL
 AN2406
 AN2406  ELLIP H (05/15/97)  -19.76   (m)                       GP(       ) 4 2
 AN2406  NAD 83(1993)-  28 04 49.19662(N)    097 02 29.76148(W) AD(       ) 3
 AN2406  ELLIP H (02/16/96)  -19.88   (m)                       GP(       ) 5 1
 AN2406  NAD 83(1986)-  28 04 49.20163(N)    097 02 29.74186(W) AD(       ) 3
 AN2406  NAD 27      -  28 04 48.20804(N)    097 02 28.81849(W) AD(       ) 3
 AN2406  NGVD 29 (12/08/88)    7.1    (m)           23.     (f) GPS OBS        
 AN2406
 AN2406.Superseded values are not recommended for survey control.
 AN2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2406.See file dsdata.txt to determine how the superseded data were derived.
 AN2406
 AN2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9243307650(NAD 83)
 AN2406_MARKER: I = METAL ROD
 AN2406_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2406_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2406_STAMPING: ROCKPORT AZ MK 1988
 AN2406_MARK LOGO: NGS   
 AN2406_PROJECTION: FLUSH
 AN2406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2406+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 AN2406_ROD/PIPE-DEPTH: 13.4 meters
 AN2406_SLEEVE-DEPTH  : 0.76 meters
 AN2406
 AN2406  HISTORY     - Date     Condition        Report By
 AN2406  HISTORY     - 1988     MONUMENTED       NGS
 AN2406  HISTORY     - 19950123 GOOD             NGS
 AN2406  HISTORY     - 19970210 GOOD             NGS
 AN2406
 AN2406                          STATION DESCRIPTION
 AN2406
 AN2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AN2406'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH OF ROCKPORT, AT THE
 AN2406'ROCKPORT-ARANSAS COUNTY AIRPORT.  OWNERSHIP-- ARANSAS COUNTY C/O GENE
 AN2406'JOHNSON P.O. BOX 1270, ROCKPORT TX. 78382. TELEPHONE NUMBER IS
 AN2406'512-7297657.
 AN2406'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND FARM
 AN2406'ROAD 881 IN ROCKPORT.  GO NORTH ON STATE HIGHWAY 35 FOR 5.6 KM
 AN2406'(3.50 MI) TO FARM ROAD 3036 ON THE LEFT.  CONTINUE NORTH ON STATE
 AN2406'HIGHWAY 35 FOR 3.8 KM (2.35 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 AN2406'LEFT.  TURN LEFT ON THE ENTRANCE ROAD FOR 1.2 KM (0.75 MI) TO THE
 AN2406'ADMINISTRATION BUILDING AND A GATE ON THE LEFT.  TURN LEFT THRU THE
 AN2406'GATE AND GO SOUTH ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO THE
 AN2406'RUNWAY.  CROSS THE RUNWAY AND CONTINUE SOUTH FOR 0.2 KM (0.10 MI) TO
 AN2406'THE JUNCTION OF A NORTHWEST-SOUTHEAST RUNWAY.  TURN LEFT AND GO
 AN2406'SOUTHEAST ALONG THE RUNWAY FOR 0.9 KM (0.55 MI) TO THE AZIMUTH, SET
 AN2406'IN THE NORTH CORNER OF THE JUNCTION OF RUNWAY ENDS 32 AND 36.
 AN2406'THE MARK IS SET 13.2 M (43.3 FT) WEST OF THE EDGE OF THE NORTH-SOUTH
 AN2406'RUNWAY, 12.8 M (42.0 FT) NORTH OF THE NORTH EDGE OF THE PAVEMENT, IN
 AN2406'THE V AT THE JUNCTION OF THE RUNWAYS AND 10.3 M (33.8 FT) NORTHEAST
 AN2406'OF THE NORTHEAST EDGE OF THE NORTHWEST-SOUTHEAST RUNWAY.
 AN2406'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2406'DESCRIBED BY B.L.L.
 AN2406
 AN2406                          STATION RECOVERY (1995)
 AN2406
 AN2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2406'THE STATION WAS DISCOVERED AS DESCRIBED WITH ADDITIONAL COMMENT THAT
 AN2406'THIS STATION HAS BEEN SELECTED AS THE SACS.
 AN2406
 AN2406                          STATION RECOVERY (1997)
 AN2406
 AN2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AN2406'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH OF ROCKPORT AT
 AN2406'THE ROCKPORT-ARANSAS COUNTY AIRPORT.  OWNERSHIP--ARANSAS COUNTY.  FOR
 AN2406'ACCESS TO THE STATION CONTACT MR.  GENE JOHNSON, AIRPORT MANAGER, P.O.
 AN2406'BOX 1270, ROCKPORT, TX.  78382.  PHONE (512) 790-0141.  TO REACH THE
 AN2406'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND FARM ROAD 3036 ON
 AN2406'THE NORTH SIDE OF ROCKPORT, PROCEED NORTH, ON STATE HIGHWAY 35 FOR
 AN2406'2.35 MI (3.78 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT
 AN2406'AND GO 0.75 MI (1.21 KM) TO THE ADMINISTRATION BUILDING AND A GATE ON
 AN2406'THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND PROCEED SOUTH ACROSS
 AN2406'THE APRON FOR 0.1 MI (0.2 KM) TO A RUNWAY.  CROSS THE RUNWAY AND
 AN2406'CONTINUE FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A NORTHWEST-SOUTHEAST
 AN2406'RUNWAY.  TURN LEFT AND PROCEED SOUTHEAST ON THE RUNWAY FOR 0.55 MI
 AN2406'(0.89 KM) TO THE STATION, SET IN THE NORTH CORNER OF THE JUNCTION OF
 AN2406'RUNWAY ENDS 32 AND 36.  THE STATION IS 13.2 M (43.3 FT) WEST OF THE
 AN2406'EDGE OF THE NORTH-SOUTH RUNWAY, 12.8 M (42.0 FT) NORTH OF THE NORTH
 AN2406'EDGE OF THE PAVEMENT IN THE V AT THE JUNCTION OF THE RUNWAYS, AND 10.3
 AN2406'M (33.8 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE NORTHWEST-SOUTHEAST
 AN2406'RUNWAY.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0681 ***********************************************************************
 AZ0681  SACS        -  This is a Secondary Airport Control Station.
 AZ0681  DESIGNATION -  ROCKPORT AZ MK
 AZ0681  PID         -  AZ0681
 AZ0681  STATE/COUNTY-  TX/EDWARDS
 AZ0681  USGS QUAD   -  CUB LAKE (1971)
 AZ0681
 AZ0681                         *CURRENT SURVEY CONTROL
 AZ0681  ___________________________________________________________________
 AZ0681* NAD 83(1993)-  29 57 06.00304(N)    100 10 39.52886(W)     ADJUSTED  
 AZ0681* NAVD 88     -       721.28   (meters)    2366.4    (feet)  GPS OBS   
 AZ0681  ___________________________________________________________________
 AZ0681  X           -    -977,427.165 (meters)                     COMP
 AZ0681  Y           -  -5,444,498.317 (meters)                     COMP
 AZ0681  Z           -   3,166,081.633 (meters)                     COMP
 AZ0681  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AZ0681  ELLIP HEIGHT-         698.98  (meters)          (06/26/01) GPS OBS
 AZ0681  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AZ0681
 AZ0681  HORZ ORDER  -  FIRST
 AZ0681  ELLP ORDER  -  FOURTH    CLASS I
 AZ0681
 AZ0681.This mark is at Edwards Co (69R) Airport (69R)
 AZ0681
 AZ0681.The horizontal coordinates were established by GPS observations
 AZ0681.and adjusted by the National Geodetic Survey in February 1996..
 AZ0681
 AZ0681.The orthometric height was determined by GPS observations and a
 AZ0681.high-resolution geoid model.
 AZ0681
 AZ0681.GPS derived orthometric heights for airport stations designated as
 AZ0681.PACS or SACS are published to 2 decimal places.  This maintains
 AZ0681.centimeter relative accuracy between the PACS and SACS.  It does
 AZ0681.not indicate centimeter accuracy relative to other marks which are
 AZ0681.part of the NAVD 88 network.
 AZ0681
 AZ0681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AZ0681
 AZ0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0681
 AZ0681.The ellipsoidal height was determined by GPS observations
 AZ0681.and is referenced to NAD 83.
 AZ0681
 AZ0681.The geoid height was determined by GEOID03.
 AZ0681
 AZ0681;                    North         East     Units Scale Factor Converg.
 AZ0681;SPC TXSC     - 4,235,343.981   486,329.110   MT  0.99992101   -0 34 37.0
 AZ0681;SPC TXSC     -13,895,457.71  1,595,564.76   sFT  0.99992101   -0 34 37.0
 AZ0681;UTM  14      - 3,314,012.875   386,359.640   MT  0.99975933   -0 35 16.9
 AZ0681
 AZ0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0681!SPC TXSC     -   0.99989024  x   0.99992101  =   0.99981126
 AZ0681!UTM  14      -   0.99989024  x   0.99975933  =   0.99964959
 AZ0681
 AZ0681:                Primary Azimuth Mark                     Grid Az
 AZ0681:SPC TXSC     -  ROCKPORT                                 142 01 40.7
 AZ0681:UTM  14      -  ROCKPORT                                 142 02 20.6
 AZ0681
 AZ0681|---------------------------------------------------------------------|
 AZ0681| PID    Reference Object                     Distance      Geod. Az  |
 AZ0681|                                                           dddmmss.s |
 AZ0681| AZ0680 ROCKPORT                            410.179 METERS 1412703.7 |
 AZ0681|---------------------------------------------------------------------|
 AZ0681
 AZ0681                          SUPERSEDED SURVEY CONTROL
 AZ0681
 AZ0681  ELLIP H (02/20/96)  699.13   (m)                       GP(       ) 4 1
 AZ0681  NAD 83(1993)-  29 57 06.00615(N)    100 10 39.53334(W) AD(       ) 3
 AZ0681  ELLIP H (02/16/96)  699.11   (m)                       GP(       ) 5 1
 AZ0681  ELLIP H (12/21/93)  698.45   (m)                       GP(       ) 4 1
 AZ0681  NAD 83(1986)-  29 57 06.01549(N)    100 10 39.51332(W) AD(       ) 3
 AZ0681  NGVD 29 (10/23/89)  721.1    (m)         2366.     (f) GPS OBS        
 AZ0681
 AZ0681.Superseded values are not recommended for survey control.
 AZ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0681.See file dsdata.txt to determine how the superseded data were derived.
 AZ0681
 AZ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8636014013(NAD 83)
 AZ0681_MARKER: I = METAL ROD
 AZ0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0681_SP_SET: STAINLESS STEEL ROD
 AZ0681_STAMPING: ROCKPORT AZ MK
 AZ0681_MARK LOGO: NGS   
 AZ0681_PROJECTION: FLUSH
 AZ0681_MAGNETIC: I = MARKER IS A STEEL ROD
 AZ0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0681+STABILITY: POSITION/ELEVATION WELL
 AZ0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0681+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 AZ0681_ROD/PIPE-DEPTH: 0.18 meters
 AZ0681
 AZ0681  HISTORY     - Date     Condition        Report By
 AZ0681  HISTORY     - 1989     MONUMENTED       NGS
 AZ0681  HISTORY     - 19950504 GOOD             NGS
 AZ0681
 AZ0681                          STATION DESCRIPTION
 AZ0681
 AZ0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AZ0681'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHEAST OF ROCKSPRINGS,
 AZ0681'AT THE EDWARDS COUNTY AIRPORT, AT THE JUNCTION OF THE RUNWAY AND RAMP.
 AZ0681'OWNERSHIP--COUNTY OF EDWARDS, EDWARDS COUNTY COURTHOUSE, ROCKSPRINGS,
 AZ0681'TEXAS 78880.  COUNTY JUDGE, NEVILLE G. SMART, JR. TELEPHONE
 AZ0681'512-683-6122.
 AZ0681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377 AND STATE
 AZ0681'HIGHWAYS 41 AND 55 IN ROCKSPRINGS, GO SOUTHEAST ON STATE HIGHWAY 55
 AZ0681'FOR 8.37 KM (5.20 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 AZ0681'RIGHT AND GO SOUTHWEST ACROSS THE TARMAC AND RAMP FOR 0.21 KM
 AZ0681'(0.15 MI) TO THE RUNWAY JUNCTION.  TURN RIGHT AND GO NORTHWEST PASSING
 AZ0681'THE RUNWAY END TO THE FENCE AND THE STATION.
 AZ0681'THE STATION IS A STAINLESS STEEL ROD DRIVEN IN ROCK, WITH ABOUT TWO
 AZ0681'INCHS OF CONCRETE AROUND THE ROD.  IT IS 23.8 M (78.1 FT) NORTHWEST OF
 AZ0681'THE RUNWAY END, 3.5 M (11.5 FT) NORTHWEST OF THE CENTER OF A TRACK
 AZ0681'ROAD AND 0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST IN A PERIMETER
 AZ0681'FENCELINE, AND ON LINE WITH THE RUNWAY CENTERLINE.
 AZ0681'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AZ0681'DESCRIBED BY R.D.B.
 AZ0681
 AZ0681                          STATION RECOVERY (1995)
 AZ0681
 AZ0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AZ0681'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHEAST OF ROCKSPRINGS,
 AZ0681'ON THE EDWARDS COUNTY AIRPORT, AT THE EXTENDED CENTERLINE OF RUNWAY
 AZ0681'14, NEAR THE NORHTWEST BOUNDRY FENCE.  OWNERSHIP--EDWARDS COUNTY,
 AZ0681'EDWARDS COUNTY COURTHOUSE, ROCKSPRINGS TX 78880, C D PAT COWSERT,
 AZ0681'MANAGER.  PHONE 512 683 2054.  TO REACH THE STATION FROM THE JUNCTION
 AZ0681'OF U.S.  HIGHWAY 377 AND STATE HIGHWAYS 41 AND 55 IN ROCKSPRINGS, GO
 AZ0681'8.37 KM (5.20 MI) SOUTHEAST ON STATE HIGHWAY 55 TO THE AIRPORT
 AZ0681'ENTRANCE, TURN RIGHT, SOUTHWEST, GO 0.21 KM (0.15 MI) ACROSS APRON AND
 AZ0681'TAXI TO THE RUNWAY, TURN RIGHT,NORTHWEST, GO 0.38 KM (0.25 MI) ALONG
 AZ0681'THE RUNWAY AND THE STATION NEAR THE FENCE AND ON THE EXTENDED CENTER
 AZ0681'OF THE RUNWAY.  THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO BED
 AZ0681'ROCK WITH ABOUT 2-INCHES OF CONCRETE AROUND IT, 23.8 M (78.1 FT)
 AZ0681'NORTHWEST OF THE RUNWAY END, 3.8 M (12.5 FT) NORTHWEST OF AND LEVEL
 AZ0681'WITH THE CENTER OF A TRACK ROAD, 0.7 M (2.3 FT) SOUTHEAST OF A WITNESS
 AZ0681'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AZ0681'LOGO CAP.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8386 ***********************************************************************
 AH8386  DESIGNATION -  ROCKPORT N TANK
 AH8386  PID         -  AH8386
 AH8386  STATE/COUNTY-  TX/NUECES
 AH8386  USGS QUAD   -  ROCKPORT (1979)
 AH8386
 AH8386                         *CURRENT SURVEY CONTROL
 AH8386  ___________________________________________________________________
 AH8386* NAD 83(1993)-  28 02 26.65039(N)    097 02 40.57513(W)     ADJUSTED  
 AH8386* NAVD 88     -        38.5    (meters)     126.     (feet)  VERTCON   
 AH8386  ___________________________________________________________________
 AH8386  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AH8386  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AH8386
 AH8386  HORZ ORDER  -  THIRD
 AH8386
 AH8386.The horizontal coordinates were established by classical geodetic methods
 AH8386.and adjusted by the National Geodetic Survey in August 1998..
 AH8386
 AH8386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8386
 AH8386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8386
 AH8386.The geoid height was determined by GEOID03.
 AH8386
 AH8386;                    North         East     Units Scale Factor Converg.
 AH8386;SPC TX S     - 5,263,867.113   443,106.860   MT  1.00005908   +0 39 38.7
 AH8386;SPC TX S     -17,269,870.69  1,453,759.76   sFT  1.00005908   +0 39 38.7
 AH8386;UTM  14      - 3,103,257.185   692,208.070   MT  1.00005600   +0 55 10.2
 AH8386
 AH8386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8386!SPC TX S     -   0.99999816  x   1.00005908  =   1.00005724
 AH8386!UTM  14      -   0.99999816  x   1.00005600  =   1.00005416
 AH8386
 AH8386                          SUPERSEDED SURVEY CONTROL
 AH8386
 AH8386  NGVD 29 (08/21/98)   38.7    (m)          127.     (f) VERT ANG       
 AH8386
 AH8386.Superseded values are not recommended for survey control.
 AH8386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8386.See file dsdata.txt to determine how the superseded data were derived.
 AH8386
 AH8386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9220803257(NAD 83)
 AH8386_MARKER: 51 = TANK
 AH8386
 AH8386  HISTORY     - Date     Condition        Report By
 AH8386  HISTORY     - 1989     FIRST OBSERVED   NOS
 AH8386
 AH8386                          STATION DESCRIPTION
 AH8386
 AH8386'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8386'THE STATION IS LOCATED NEAR THE NORTH SIDE OF ROCKPORT, TEXAS. TO
 AH8386'REACH THE STATION FROM THE INTERSECTION OF TEXAS HIGHWAYS 35 AND 881
 AH8386'IN ROCKPORT, GO NE ON HIGHWAY 35 FOR 1.9 MILE TO A ROAD TO THE LEFT.
 AH8386'TURN LEFT AND GO WEST FOR 0.15 MILE TO THE TANK ON THE LEFT. THE
 AH8386'STATION IS THE HIGHEST VERTICAL POINT OF THE SIX LEGGED TANK.  THE
 AH8386'TANK WAS PAINTED WHITE WITH THE WORDS ROCKPORT PIRATES PAINTED ON IT.
 AH8386'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8387 ***********************************************************************
 AH8387  DESIGNATION -  ROCKPORT S TANK
 AH8387  PID         -  AH8387
 AH8387  STATE/COUNTY-  TX/NUECES
 AH8387  USGS QUAD   -  ROCKPORT (1979)
 AH8387
 AH8387                         *CURRENT SURVEY CONTROL
 AH8387  ___________________________________________________________________
 AH8387* NAD 83(1993)-  28 00 26.54428(N)    097 04 10.86574(W)     ADJUSTED  
 AH8387* NAVD 88     -        52.4    (meters)     172.     (feet)  VERTCON   
 AH8387  ___________________________________________________________________
 AH8387  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH8387  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AH8387
 AH8387  HORZ ORDER  -  THIRD
 AH8387
 AH8387.The horizontal coordinates were established by classical geodetic methods
 AH8387.and adjusted by the National Geodetic Survey in August 1998..
 AH8387
 AH8387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8387
 AH8387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8387
 AH8387.The geoid height was determined by GEOID03.
 AH8387
 AH8387;                    North         East     Units Scale Factor Converg.
 AH8387;SPC TX S     - 5,260,141.695   440,682.722   MT  1.00004869   +0 38 57.7
 AH8387;SPC TX S     -17,257,648.21  1,445,806.56   sFT  1.00004869   +0 38 57.7
 AH8387;UTM  14      - 3,099,520.900   689,800.743   MT  1.00004465   +0 54 24.2
 AH8387
 AH8387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8387!SPC TX S     -   0.99999597  x   1.00004869  =   1.00004466
 AH8387!UTM  14      -   0.99999597  x   1.00004465  =   1.00004062
 AH8387
 AH8387                          SUPERSEDED SURVEY CONTROL
 AH8387
 AH8387  NGVD 29 (08/21/98)   52.6    (m)          173.     (f) VERT ANG       
 AH8387
 AH8387.Superseded values are not recommended for survey control.
 AH8387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8387.See file dsdata.txt to determine how the superseded data were derived.
 AH8387
 AH8387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8980199521(NAD 83)
 AH8387_MARKER: 51 = TANK
 AH8387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8387+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AH8387
 AH8387  HISTORY     - Date     Condition        Report By
 AH8387  HISTORY     - 1989     FIRST OBSERVED   NOS
 AH8387  HISTORY     - 20040315 GOOD             USPSQD
 AH8387
 AH8387                          STATION DESCRIPTION
 AH8387
 AH8387'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8387'THE STATION IS LOCATED NEAR THE SW EDGE OF THE TOWN OF ROCKPORT,
 AH8387'TEXAS. TO REACH THE STATION FROM THE INTERSECTION OF TEXAS HIGHWAYS
 AH8387'881 AND 35 IN ROCKPORT, GO SW ON HIGHWAY 35 FOR 1.1 MILE TO A ROAD TO
 AH8387'THE RIGHT.  TURN RIGHT AND GO WEST ON 4TH STREET FOR 0.2 MILE TO THE
 AH8387'TANK ON THE LEFT. THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT
 AH8387'OF THE GOLFBALL SHAPED TANK.  AT THE TIME OF THIS SURVEY THE TANK WAS
 AH8387'PAINTED WHITE WITH THE WORDS ROCKPORT TEXAS PAINTED ON IT. DESCRIBED
 AH8387'BY P B WALBOLT.
 AH8387
 AH8387                          STATION RECOVERY (2004)
 AH8387
 AH8387'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH8387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0412 ***********************************************************************
 BO0412  DESIGNATION -  ROCKSPRINGS MAG AZ MK
 BO0412  PID         -  BO0412
 BO0412  STATE/COUNTY-  TX/EDWARDS
 BO0412  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0412
 BO0412                         *CURRENT SURVEY CONTROL
 BO0412  ___________________________________________________________________
 BO0412* NAD 83(1986)-  30 01 00.     (N)    100 12 29.     (W)     SCALED    
 BO0412* NAVD 88     -       732.964  (meters)    2404.73   (feet)  ADJUSTED  
 BO0412  ___________________________________________________________________
 BO0412  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BO0412  DYNAMIC HT  -         731.874 (meters)    2401.16  (feet)  COMP
 BO0412  MODELED GRAV-     979,130.1   (mgal)                       NAVD 88
 BO0412
 BO0412  VERT ORDER  -  FIRST     CLASS II
 BO0412
 BO0412.The horizontal coordinates were scaled from a topographic map and have
 BO0412.an estimated accuracy of +/- 6 seconds.
 BO0412
 BO0412.The orthometric height was determined by differential leveling
 BO0412.and adjusted by the National Geodetic Survey in June 1991..
 BO0412
 BO0412.The geoid height was determined by GEOID03.
 BO0412
 BO0412.The dynamic height is computed by dividing the NAVD 88
 BO0412.geopotential number by the normal gravity value computed on the
 BO0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0412.degrees latitude (g = 980.6199 gals.).
 BO0412
 BO0412.The modeled gravity was interpolated from observed gravity values.
 BO0412
 BO0412;                    North         East    Units  Estimated Accuracy
 BO0412;SPC TXSC     - 4,242,580.      483,470.      MT  (+/- 180 meters Scaled)
 BO0412
 BO0412                          SUPERSEDED SURVEY CONTROL
 BO0412
 BO0412.No superseded survey control is available for this station.
 BO0412
 BO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU835212(NAD 83)
 BO0412_MARKER: DR = REFERENCE MARK DISK
 BO0412_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BO0412+WITH SETTING: PAVEMENT
 BO0412_SP_SET: SIDEWALK
 BO0412_STAMPING: ROCKSPRINGS MAG 1935 AZI
 BO0412_MARK LOGO: CGS   
 BO0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0412+STABILITY: SURFACE MOTION
 BO0412
 BO0412  HISTORY     - Date     Condition        Report By
 BO0412  HISTORY     - 1935     MONUMENTED       CGS
 BO0412  HISTORY     - 1981     GOOD             NGS
 BO0412
 BO0412                          STATION DESCRIPTION
 BO0412
 BO0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0412'IN ROCKSPRINGS.
 BO0412'IN ROCKSPRINGS, IN THE CENTER OF THE SIDEWALK AT THE CITY HALL AND
 BO0412'FIRE STATION, 16.9 METERS (55.4 FT) WEST OF THE CENTER OF AUSTIN
 BO0412'STREET, 9.4 METERS (30.8 FT) NORTH OF THE CENTER OF WELL STREET AND
 BO0412'8.5 METERS (27.9 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE TO THE
 BO0412'CITY HALL
 BO0412'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0413 ***********************************************************************
 BO0413  DESIGNATION -  ROCKSPRINGS MAG RM 2
 BO0413  PID         -  BO0413
 BO0413  STATE/COUNTY-  TX/EDWARDS
 BO0413  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0413
 BO0413                         *CURRENT SURVEY CONTROL
 BO0413  ___________________________________________________________________
 BO0413* NAD 83(1986)-  30 01 00.     (N)    100 12 17.     (W)     SCALED    
 BO0413* NAVD 88     -       732.611  (meters)    2403.57   (feet)  ADJUSTED  
 BO0413  ___________________________________________________________________
 BO0413  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BO0413  DYNAMIC HT  -         731.521 (meters)    2400.00  (feet)  COMP
 BO0413  MODELED GRAV-     979,130.2   (mgal)                       NAVD 88
 BO0413
 BO0413  VERT ORDER  -  FIRST     CLASS II
 BO0413
 BO0413.The horizontal coordinates were scaled from a topographic map and have
 BO0413.an estimated accuracy of +/- 6 seconds.
 BO0413
 BO0413.The orthometric height was determined by differential leveling
 BO0413.and adjusted by the National Geodetic Survey in June 1991..
 BO0413
 BO0413.The geoid height was determined by GEOID03.
 BO0413
 BO0413.The dynamic height is computed by dividing the NAVD 88
 BO0413.geopotential number by the normal gravity value computed on the
 BO0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0413.degrees latitude (g = 980.6199 gals.).
 BO0413
 BO0413.The modeled gravity was interpolated from observed gravity values.
 BO0413
 BO0413;                    North         East    Units  Estimated Accuracy
 BO0413;SPC TXSC     - 4,242,580.      483,790.      MT  (+/- 180 meters Scaled)
 BO0413
 BO0413                          SUPERSEDED SURVEY CONTROL
 BO0413
 BO0413.No superseded survey control is available for this station.
 BO0413
 BO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU838212(NAD 83)
 BO0413_MARKER: DR = REFERENCE MARK DISK
 BO0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0413_SP_SET: CONCRETE CURBING
 BO0413_STAMPING: ROCKSPRINGS MAG NO 2
 BO0413_MARK LOGO: CGS   
 BO0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0413
 BO0413  HISTORY     - Date     Condition        Report By
 BO0413  HISTORY     - 1935     MONUMENTED       CGS
 BO0413  HISTORY     - 1982     GOOD             NGS
 BO0413
 BO0413                          STATION DESCRIPTION
 BO0413
 BO0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BO0413'IN ROCKSPRINGS.
 BO0413'IN ROCKSPRINGS, AT THE ROCKSPRINGS ELEMENTARY SCHOOL, IN THE EAST END
 BO0413'OF A 15-INCH HIGH CONCRETE CURB WHICH RUNS PARALLEL TO THE SOUTHERN
 BO0413'END OF THE ROCKSPRINGS ELEMENTARY SCHOOL YARD, 49.6 METERS (162.7 FT)
 BO0413'EAST OF THE CENTERLINE OF U.S. HIGHWAY 377, 19.1 METERS (62.7 FT)
 BO0413'WEST-SOUTHWEST OF ROCKSPRINGS MAGNETIC, 7.3 METERS (24.0 FT) EAST OF A
 BO0413'UTILITY POLE, 4.6 METERS (15.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 BO0413'OF THE SCHOOL BUILDING AND 3.7 METERS (12.1 FT) NORTH OF THE CENTER OF
 BO0413'A PAVED ROAD LEADING EAST.
 BO0413'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0450 ***********************************************************************
 BO0450  DESIGNATION -  ROCKSPRINGS MAGNETIC
 BO0450  PID         -  BO0450
 BO0450  STATE/COUNTY-  TX/EDWARDS
 BO0450  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0450
 BO0450                         *CURRENT SURVEY CONTROL
 BO0450  ___________________________________________________________________
 BO0450* NAD 83(1993)-  30 00 59.68138(N)    100 12 17.33433(W)     ADJUSTED  
 BO0450* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 BO0450  ___________________________________________________________________
 BO0450  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BO0450  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BO0450
 BO0450  HORZ ORDER  -  SECOND
 BO0450
 BO0450.The horizontal coordinates were established by classical geodetic methods
 BO0450.and adjusted by the National Geodetic Survey in February 1996..
 BO0450
 BO0450.The orthometric height was scaled from a topographic map.
 BO0450
 BO0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0450
 BO0450.The geoid height was determined by GEOID03.
 BO0450
 BO0450;                    North         East     Units Scale Factor Converg.
 BO0450;SPC TXSC     - 4,242,565.274   483,780.947   MT  0.99993383   -0 35 24.9
 BO0450;SPC TXSC     -13,919,149.57  1,587,204.66   sFT  0.99993383   -0 35 24.9
 BO0450;UTM  14      - 3,321,233.505   383,813.383   MT  0.99976655   -0 36 10.0
 BO0450
 BO0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0450!SPC TXSC     -   0.99988615  x   0.99993383  =   0.99981999
 BO0450!UTM  14      -   0.99988615  x   0.99976655  =   0.99965273
 BO0450
 BO0450|---------------------------------------------------------------------|
 BO0450| PID    Reference Object                     Distance      Geod. Az  |
 BO0450|                                                           dddmmss.s |
 BO0450| CV6132 ROCKSPRINGS MAG RM 1                  8.935 METERS 14802     |
 BO0450| BO0449 ROCKSPRINGS TANK                    454.167 METERS 2160622.2 |
 BO0450| BO0413 ROCKSPRINGS MAG RM 2                 19.135 METERS 22431     |
 BO0450| BO0412 ROCKSPRINGS MAG AZ MK                              2722358.7 |
 BO0450|---------------------------------------------------------------------|
 BO0450
 BO0450                          SUPERSEDED SURVEY CONTROL
 BO0450
 BO0450  NAD 83(1986)-  30 00 59.67965(N)    100 12 17.32042(W) AD(       ) 2
 BO0450  NAD 27      -  30 00 58.92700(N)    100 12 16.02400(W) AD(       ) 2
 BO0450
 BO0450.Superseded values are not recommended for survey control.
 BO0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0450.See file dsdata.txt to determine how the superseded data were derived.
 BO0450
 BO0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8381321234(NAD 83)
 BO0450_MARKER: DS = TRIANGULATION STATION DISK
 BO0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0450
 BO0450  HISTORY     - Date     Condition        Report By
 BO0450  HISTORY     - 1935     MONUMENTED       CGS
 BO0450  HISTORY     - 1937     GOOD             TXHD
 BO0450  HISTORY     - 1960     GOOD             LOCENG
 BO0450
 BO0450                          STATION DESCRIPTION
 BO0450
 BO0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0450'STATION IS LOCATED IN THE YARD OF THE ROCKSPRINGS SCHOOL,
 BO0450'WHICH IS ON THE E SIDE OF THE TOWN OF ROCKSPRINGS.  MARK IS
 BO0450'FLUSH AND MARKS THE SPOT OF THE OLD S MERIDIAN MARK OF THE OLD
 BO0450'MAGNETIC STATION.  OLD STONE BLOCK WAS REMOVED AND NEW MARKS
 BO0450'SET AS NOTED.  MARK IS 132 FEET SSW OF THE SW CORNER OF THE
 BO0450'SCHOOL BUILDING, 15.6 FEET W OF THE YARD CURBING TO THE
 BO0450'EASTWARD, AND 44.3 FEET NE OF THE YARD CURBING TO THE
 BO0450'SOUTHWARD.
 BO0450'
 BO0450'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 BO0450'DISKS SET IN CONCRETE.
 BO0450'
 BO0450'REFERENCE MARK NO. 1 IS SE OF STATION, SET IN E CURBING
 BO0450'WHICH RUNS N-S AND PARALLEL WITH THE SCHOOL, 22.8 FEET N OF
 BO0450'S END OF CURBING.
 BO0450'
 BO0450'REFERENCE MARK NO. 2 IS SW OF STATION, SET IN THE S CURBING OF
 BO0450'SCHOOLYARD, AND 55.3 FEET W OF E END OF CURB.
 BO0450'
 BO0450'AZIMUTH MARK IS W OF STATION, 25 FEET N OF CENTER LINE OF STREET
 BO0450'ON N SIDE OF COURTHOUSE SQUARE, DIRECTLY N OF TOWN JAIL AND
 BO0450'IN LINE OF TELEPHONE POLES.
 BO0450'
 BO0450'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BO0450
 BO0450                          STATION RECOVERY (1937)
 BO0450
 BO0450'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0450'ORIGINAL DESCRIPTION IS SATISFACTORY.  STATION RECOVERED IN 1937
 BO0450'AND FOUND TO BE IN GOOD CONDITION.
 BO0450
 BO0450                          STATION RECOVERY (1960)
 BO0450
 BO0450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 BO0450'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK FOUND IN
 BO0450'GOOD CONDITION.  DESCRIPTION TO REACH STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0449 ***********************************************************************
 BO0449  DESIGNATION -  ROCKSPRINGS TANK
 BO0449  PID         -  BO0449
 BO0449  STATE/COUNTY-  TX/EDWARDS
 BO0449  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0449
 BO0449                         *CURRENT SURVEY CONTROL
 BO0449  ___________________________________________________________________
 BO0449* NAD 83(1993)-  30 00 47.76491(N)    100 12 27.32132(W)     ADJUSTED  
 BO0449* NAVD 88     -                                                        
 BO0449  ___________________________________________________________________
 BO0449  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BO0449  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BO0449
 BO0449  HORZ ORDER  -  THIRD
 BO0449
 BO0449.The horizontal coordinates were established by classical geodetic methods
 BO0449.and adjusted by the National Geodetic Survey in February 1996..
 BO0449
 BO0449
 BO0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0449
 BO0449.The geoid height was determined by GEOID03.
 BO0449
 BO0449;                    North         East     Units Scale Factor Converg.
 BO0449;SPC TXSC     - 4,242,201.141   483,509.566   MT  0.99993314   -0 35 29.8
 BO0449;SPC TXSC     -13,917,954.91  1,586,314.30   sFT  0.99993314   -0 35 29.8
 BO0449;UTM  14      - 3,320,869.492   383,541.967   MT  0.99976733   -0 36 14.8
 BO0449
 BO0449                          SUPERSEDED SURVEY CONTROL
 BO0449
 BO0449  NAD 83(1986)-  30 00 47.76219(N)    100 12 27.30838(W) AD(       ) 4
 BO0449  NAD 27      -  30 00 47.01300(N)    100 12 26.00800(W) AD(       ) 3
 BO0449
 BO0449.Superseded values are not recommended for survey control.
 BO0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0449.See file dsdata.txt to determine how the superseded data were derived.
 BO0449
 BO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8354220869(NAD 83)
 BO0449_MARKER: 51 = TANK
 BO0449
 BO0449  HISTORY     - Date     Condition        Report By
 BO0449  HISTORY     - 1935     FIRST OBSERVED   CGS
 BO0449
 BO0449                          STATION DESCRIPTION
 BO0449
 BO0449'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1032 ***********************************************************************
 CU1032  DESIGNATION -  ROCKWALL
 CU1032  PID         -  CU1032
 CU1032  STATE/COUNTY-  TX/SCURRY
 CU1032  USGS QUAD   -  LLOYD MOUNTAIN (1979)
 CU1032
 CU1032                         *CURRENT SURVEY CONTROL
 CU1032  ___________________________________________________________________
 CU1032* NAD 83(1993)-  32 45 24.33649(N)    100 48 02.43441(W)     ADJUSTED  
 CU1032* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 CU1032  ___________________________________________________________________
 CU1032  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 CU1032  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CU1032
 CU1032  HORZ ORDER  -  SECOND
 CU1032
 CU1032.The horizontal coordinates were established by classical geodetic methods
 CU1032.and adjusted by the National Geodetic Survey in February 1996..
 CU1032
 CU1032.The orthometric height was scaled from a topographic map.
 CU1032
 CU1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1032
 CU1032.The geoid height was determined by GEOID03.
 CU1032
 CU1032;                    North         East     Units Scale Factor Converg.
 CU1032;SPC TXNC     - 2,123,240.717   384,448.243   MT  0.99988579   -1 15 17.2
 CU1032;SPC TXNC     - 6,965,998.92  1,261,310.61   sFT  0.99988579   -1 15 17.2
 CU1032;UTM  14      - 3,625,756.369   331,316.684   MT  0.99995086   -0 58 28.3
 CU1032
 CU1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1032!SPC TXNC     -   0.99988927  x   0.99988579  =   0.99977507
 CU1032!UTM  14      -   0.99988927  x   0.99995086  =   0.99984013
 CU1032
 CU1032:                Primary Azimuth Mark                     Grid Az
 CU1032:SPC TXNC     -  CAMP SPRINGS ATT MICROWAVE               141 30 07.2
 CU1032:UTM  14      -  CAMP SPRINGS ATT MICROWAVE               141 13 18.3
 CU1032
 CU1032|---------------------------------------------------------------------|
 CU1032| PID    Reference Object                     Distance      Geod. Az  |
 CU1032|                                                           dddmmss.s |
 CU1032| CU1014 CAMP SPRINGS ATT MICROWAVE          APPROX. 2.4 KM 1401450.0 |
 CU1032| CX8102 ROCKWALL RM 1                        20.546 METERS 15153     |
 CU1032| CU1029 SNYDER WINSTON APT BEACON           APPROX.15.4 KM 2460331.0 |
 CU1032| CU1026 SNYDER RAD STA KNSY MAST            APPROX.13.4 KM 2540315.5 |
 CU1032| CU1023 SNYDER BELL TEL CO MICROWAVE        APPROX. 9.7 KM 2581846.0 |
 CU1032| CU1035 SNYDER COMMERCIAL ENGR CO MAST      APPROX.10.5 KM 2714603.4 |
 CU1032| CX8103 ROCKWALL RM 2                        15.684 METERS 28255     |
 CU1032| CU1033 SNYDER FAA MICROWAVE                APPROX. 8.7 KM 2853233.1 |
 CU1032|---------------------------------------------------------------------|
 CU1032
 CU1032                          SUPERSEDED SURVEY CONTROL
 CU1032
 CU1032  NAD 83(1993)-  32 45 24.34128(N)    100 48 02.42575(W) AD(       ) 2
 CU1032  NAD 83(1986)-  32 45 24.34166(N)    100 48 02.42527(W) AD(       ) 2
 CU1032  NAD 27      -  32 45 23.95483(N)    100 48 01.00769(W) AD(       ) 2
 CU1032
 CU1032.Superseded values are not recommended for survey control.
 CU1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1032.See file dsdata.txt to determine how the superseded data were derived.
 CU1032
 CU1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3131725756(NAD 83)
 CU1032_MARKER: DS = TRIANGULATION STATION DISK
 CU1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1032
 CU1032  HISTORY     - Date     Condition        Report By
 CU1032  HISTORY     - 1968     MONUMENTED       CGS
 CU1032
 CU1032                          STATION DESCRIPTION
 CU1032
 CU1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1032'STATION IS LOCATED ABOUT 8-1/2 MILES NORTH-NORTHWEST OF
 CU1032'HERMLEIGH, 7 MILES EAST-NORTHEAST OF SNYDER, 6 MILES WEST OF CAMP
 CU1032'SPRINGS, ON THE PROPERTY OWNED BY MRS. RUBY WAGNER, JUST SOUTH OF A
 CU1032'OLD GRAVEL PIT.
 CU1032'
 CU1032'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 180 AND CITY ROUTE
 CU1032'U.S. HIGHWAY 84 IN SNYDER, GO NORTH ON CITY ROUTE U.S. HIGHWAY 84
 CU1032'FOR 0.8 MILE TO A TRAFFIC LIGHT AND 13TH STREET, TURN RIGHT EAST ON
 CU1032'13TH STREET FOR 0.9 MILE TO A T-ROAD, TURN LEFT NORTH ON AVENUE E
 CU1032'FOR 0.2 MILE TO A OVERPASS CROSSING U.S. HIGHWAY 84 BYPASS,
 CU1032'CONTINUE NORTH ON AVENUE E FOR 0.15 MILE TO THE JUNCTION WITH FARM
 CU1032'ROAD 1673, TURN RIGHT EAST ON FARM ROAD 1673 FOR 1.0 MILE TO
 CU1032'A CROSSROAD, CONTINUE EAST ON FARM ROAD 1673 FOR 0.4 MILE TO A
 CU1032'PAVED ROAD LEFT, TURN LEFT NORTH FOR 1.0 TO WHERE PAVEMENT TURNS
 CU1032'EAST, TURN RIGHT EAST AND FOLLOW PAVED ROAD FOR 4.6 MILES TO
 CU1032'WHERE PAVEMENT TURNS NORTH AND A FARM HOUSE IN THE
 CU1032'SOUTHEAST ANGLE OF THE ROAD, TURN RIGHT AROUND THE SOUTH
 CU1032'SIDE OF HOUSE TO A WIRE GATE ABOUT 100 YARDS EAST OF HOUSE,
 CU1032'PASS THOUGH GATE AND FOLLOW TRACK ROAD SOUTHERLY FOR 0.3
 CU1032'MILE TO A WIRE GATE AND A FORK, PASS THROUGH GATE AND TAKE
 CU1032'THE RIGHT FORK FOR 0.15 MILE TO THE EAST END OF A GRAVEL PIT, TURN
 CU1032'LEFT AND GO NORTHERLY ACROSS PASTURE FOR 0.05 MILE TO
 CU1032'THE HIGHEST POINT AND STATION.
 CU1032'
 CU1032'STATION MARK, A STANDARD DISK, STAMPED ROCKWALL 1968, SET IN THE
 CU1032'TOP OF A 12 INCH CONCRETE CYLINDER, WHICH PROJECTS 5 INCHES ABOVE
 CU1032'THE GROUND, ABOUT 80 PACES SOUTH OF AN OLD GRAVEL PIT.
 CU1032'
 CU1032'REFERENCE MARK 1, A STANDARD DISK, STAMPED ROCKWALL NO 1
 CU1032'1968, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER, WHICH PROJECTS
 CU1032'3 INCHES ABOVE THE GROUND, ABOUT 85 PACES SOUTH OF AN OLD
 CU1032'GRAVEL PIT.
 CU1032'
 CU1032'REFERENCE MARK 2, A STANDARD DISK, STAMPED ROCKWALL NO 2 1968,
 CU1032'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER, WHICH PROJECTS 2
 CU1032'INCHES ABOVE THE GROUND, ABOUT 80 PACES SOUTH OF AN OLD GRAVEL PIT.
 CU1032'
 CU1032'NO AZIMUTH MARK WAS SET AT THIS STATION.
 CU1032'
 CU1032'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2612 ***********************************************************************
 CS2612  DESIGNATION -  ROCKWALL 2
 CS2612  PID         -  CS2612
 CS2612  STATE/COUNTY-  TX/ROCKWALL
 CS2612  USGS QUAD   -  ROCKWALL (1973)
 CS2612
 CS2612                         *CURRENT SURVEY CONTROL
 CS2612  ___________________________________________________________________
 CS2612* NAD 83(1993)-  32 54 51.83745(N)    096 27 13.04493(W)     ADJUSTED  
 CS2612* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 CS2612  ___________________________________________________________________
 CS2612  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 CS2612  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS2612
 CS2612  HORZ ORDER  -  SECOND
 CS2612
 CS2612.The horizontal coordinates were established by classical geodetic methods
 CS2612.and adjusted by the National Geodetic Survey in February 1996..
 CS2612.No horizontal observational check was made to the station.
 CS2612
 CS2612.The orthometric height was scaled from a topographic map.
 CS2612
 CS2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2612
 CS2612.The geoid height was determined by GEOID03.
 CS2612
 CS2612;                    North         East     Units Scale Factor Converg.
 CS2612;SPC TXNC     - 2,140,224.782   791,388.970   MT  0.99987548   +1 06 57.9
 CS2612;SPC TXNC     - 7,021,720.81  2,596,415.31   sFT  0.99987548   +1 06 57.9
 CS2612;UTM  14      - 3,644,673.862   738,133.656   MT  1.00029927   +1 23 03.5
 CS2612
 CS2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2612!SPC TXNC     -   0.99997637  x   0.99987548  =   0.99985185
 CS2612!UTM  14      -   0.99997637  x   1.00029927  =   1.00027563
 CS2612
 CS2612|---------------------------------------------------------------------|
 CS2612| PID    Reference Object                     Distance      Geod. Az  |
 CS2612|                                                           dddmmss.s |
 CS2612| CY3034 ROCKWALL RM 3                         7.345 METERS 16200     |
 CS2612| CS2610 ROCKWALL                              4.160 METERS 25416     |
 CS2612| CS2759 GARLAND RAD STA KRLD SW TOWER       APPROX.18.2 KM 2613645.5 |
 CS2612| CS2760 GARLAND RAD STA KRLD NE TOWER       APPROX.18.2 KM 2614215.0 |
 CS2612| CY3035 ROCKWALL RM 4                        51.450 METERS 26303     |
 CS2612| CS2756 GARLAND LUSCOMBE AIR CORP TK        APPROX.21.5 KM 2661220.8 |
 CS2612| CY3031 ROCKWALL AZ MK 2                                   2852102.1 |
 CS2612|---------------------------------------------------------------------|
 CS2612
 CS2612                          SUPERSEDED SURVEY CONTROL
 CS2612
 CS2612  NAD 83(1993)-  32 54 51.84273(N)    096 27 13.03577(W) AD(       ) 2
 CS2612  NAD 83(1986)-  32 54 51.84459(N)    096 27 13.02945(W) AD(       ) 2
 CS2612  NAD 27      -  32 54 51.40262(N)    096 27 12.07690(W) AD(       ) 2
 CS2612
 CS2612.Superseded values are not recommended for survey control.
 CS2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2612.See file dsdata.txt to determine how the superseded data were derived.
 CS2612
 CS2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3813444674(NAD 83)
 CS2612_MARKER: DS = TRIANGULATION STATION DISK
 CS2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2612+STABILITY: SURFACE MOTION
 CS2612
 CS2612  HISTORY     - Date     Condition        Report By
 CS2612  HISTORY     - 1969     MONUMENTED       CGS
 CS2612  HISTORY     - 19920824 GOOD             USPSQD
 CS2612
 CS2612                          STATION DESCRIPTION
 CS2612
 CS2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS2612'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE CENTER OF
 CS2612'ROCKWALL ON PROPERTY OF THE ROCKWALL MFG. CO. INC.  IT IS 74
 CS2612'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 205, 25 FEET NORTH
 CS2612'OF THE NORTHWEST CORNER OF BRICK OFFICE BUILDING, 12 FEET NORTH
 CS2612'OF THE CENTERLINE OF CONCRETE DRIVEWAY TO LOADING DOCK AND 3 FEET
 CS2612'WEST OF A CONCRETE RETAINING WALL.  THE MONUMENT PROJECTS 3
 CS2612'INCHES AND THE DISK IS STAMPED ROCKWALL 2 1969.
 CS2612'
 CS2612'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE ROCKWALL
 CS2612'COUNTY COURTHOUSE IN ROCKWALL, GO SOUTH ON STATE HIGHWAY 205
 CS2612'FOR 0.7 MILE TO THE JUNCTION OF FARM ROAD 740.  *CONTINUE
 CS2612'SOUTH ON HIGHWAY 205 FOR 0.6 MILE TO THE STATION ON THE LEFT.
 CS2612'
 CS2612'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHWEST ON
 CS2612'ROAD 740 FOR 0.35 MILE TO THE MARK ON THE LEFT.
 CS2612'
 CS2612'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ROCKWALL 1949 NO 3
 CS2612'1969 SET IN A DRILL HOLE IN THE CONCRETE RETAINING WALL 3
 CS2612'FEET ABOVE THE CONCRETE DRIVEWAY TO THE LOADING DOCK, 64 FEET EAST
 CS2612'OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTH OF THE CENTERLINE
 CS2612'OF THE DRIVEWAY AND 9 FEET WEST OF THE NORTHWEST CORNER OF THE
 CS2612'OFFICE BUILDING.
 CS2612'
 CS2612'REFERENCE MARK 4 IS 63 FEET WEST OF THE CENTERLINE OF THE
 CS2612'HIGHWAY AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT
 CS2612'PROJECTS 4 INCHES AND THE DISK IS STAMPED ROCKWALL 1949 NO 4 1969.
 CS2612'
 CS2612'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROCKWALL 1949 1969
 CS2612'SET IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE CULVERT, 86
 CS2612'FEET SOUTHWEST OF A TELEPHONE POLE, 44 FEET SOUTHEAST OF THE
 CS2612'INTERSECTION OF THE ROAD AND A DRIVEWAY WEST AND 30 FEET SOUTHEAST
 CS2612'OF THE CENTERLINE OF THE ROAD.
 CS2612'
 CS2612'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS2612
 CS2612                          STATION RECOVERY (1992)
 CS2612
 CS2612'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS2612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2611 ***********************************************************************
 CS2611  DESIGNATION -  ROCKWALL MUNICIPAL TANK
 CS2611  PID         -  CS2611
 CS2611  STATE/COUNTY-  TX/ROCKWALL
 CS2611  USGS QUAD   -  ROCKWALL (1973)
 CS2611
 CS2611                         *CURRENT SURVEY CONTROL
 CS2611  ___________________________________________________________________
 CS2611* NAD 83(1993)-  32 55 48.27196(N)    096 27 36.02081(W)     ADJUSTED  
 CS2611* NAVD 88     -                                                        
 CS2611  ___________________________________________________________________
 CS2611  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 CS2611  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS2611
 CS2611  HORZ ORDER  -  THIRD
 CS2611
 CS2611.The horizontal coordinates were established by classical geodetic methods
 CS2611.and adjusted by the National Geodetic Survey in February 1996..
 CS2611
 CS2611
 CS2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2611
 CS2611.The geoid height was determined by GEOID03.
 CS2611
 CS2611;                    North         East     Units Scale Factor Converg.
 CS2611;SPC TXNC     - 2,141,951.173   790,758.392   MT  0.99987486   +1 06 45.4
 CS2611;SPC TXNC     - 7,027,384.81  2,594,346.49   sFT  0.99987486   +1 06 45.4
 CS2611;UTM  14      - 3,646,398.006   737,494.724   MT  1.00029552   +1 22 53.1
 CS2611
 CS2611                          SUPERSEDED SURVEY CONTROL
 CS2611
 CS2611  NAD 83(1993)-  32 55 48.27617(N)    096 27 36.01199(W) AD(       ) 4
 CS2611  NAD 83(1986)-  32 55 48.28051(N)    096 27 36.00615(W) AD(       ) 4
 CS2611  NAD 27      -  32 55 47.83900(N)    096 27 35.05200(W) AD(       ) 3
 CS2611
 CS2611.Superseded values are not recommended for survey control.
 CS2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2611.See file dsdata.txt to determine how the superseded data were derived.
 CS2611
 CS2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3749546398(NAD 83)
 CS2611_MARKER: 53 = ELEVATED TANK
 CS2611
 CS2611  HISTORY     - Date     Condition        Report By
 CS2611  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2611  HISTORY     - 1949     GOOD             CGS
 CS2611  HISTORY     - 1958     GOOD             CGS
 CS2611  HISTORY     - 1960     GOOD             CGS
 CS2611  HISTORY     - 1969     GOOD             CGS
 CS2611  HISTORY     - 19920824 MARK NOT FOUND   USPSQD
 CS2611
 CS2611                          STATION DESCRIPTION
 CS2611
 CS2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2611'THIS INTERSECTION STATION IS THE BLACK MUNICIPAL TANK IN THE
 CS2611'TOWN OF ROCKWALL, TEXAS.  IT IS LOCATED ON THE TOP OF A HIGH
 CS2611'RIDGE S OF THE SQUARE, ABOUT 80 FEET S OF THE CENTER LINE
 CS2611'OF WASHINGTON STREET, AND ABOUT 85 FEET E OF THE CENTER LINE
 CS2611'OF GOLIAD STREET.  THE TANK WAS ERECTED IN 1917 AND IS
 CS2611'EXCEPTIONALLY PROMINENT.  THE TANK HAS FOUR TRUSSWORK LEGS
 CS2611'ABOUT 90 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD ABOUT
 CS2611'15 FEET.  THE VERTICAL SECTION IS ABOUT 30 FEET HIGH AND HAS
 CS2611'A CATWALK AND RAIL AROUND ITS BASE.  THE STEEP CONICAL ROOF
 CS2611'IS ABOUT 6 FEET HIGH, AND HAS A BALL AND LIGHT AT ITS APEX.
 CS2611'THE ENTIRE TANK IS BLACK IN COLOR.  THE TOTAL HEIGHT IS
 CS2611'ABOUT 130 FEET.
 CS2611
 CS2611                          STATION RECOVERY (1949)
 CS2611
 CS2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2611'STATION IS LOCATED IN THE CITY OF ROCKWALL ON CITY PROPERTY.
 CS2611'STATION HAS FOUR STEEL LEGS, IS 100 FEET HIGH AND IS SILVER
 CS2611'IN COLOR.  THE LETTERS ROCKWALL ARE PAINTED ON THE NORTH AND
 CS2611'SOUTH SIDES OF TANK IN BLACK.
 CS2611'
 CS2611'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CS2611'
 CS2611'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CS2611'STATE ROUTE 205 IN ROCKWALL GO SOUTH ON STATE ROUTE 205 FOR
 CS2611'ONE AND ONE HALF BLOCKS TO STATION ON LEFT.
 CS2611
 CS2611                          STATION RECOVERY (1958)
 CS2611
 CS2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2611'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 CS2611'AS DESCRIBED.
 CS2611
 CS2611                          STATION RECOVERY (1960)
 CS2611
 CS2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2611'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2611'
 CS2611'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2611
 CS2611                          STATION RECOVERY (1969)
 CS2611
 CS2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS2611'STATION RECOVERED IN GOOD CONDITION.
 CS2611
 CS2611                          STATION RECOVERY (1992)
 CS2611
 CS2611'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS2611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1064 ***********************************************************************
 CA1064  DESIGNATION -  ROCKWOOD
 CA1064  PID         -  CA1064
 CA1064  STATE/COUNTY-  TX/COLEMAN
 CA1064  USGS QUAD   -  GOULDBUSK (1962)
 CA1064
 CA1064                         *CURRENT SURVEY CONTROL
 CA1064  ___________________________________________________________________
 CA1064* NAD 83(1993)-  31 30 44.98386(N)    099 24 25.14238(W)     ADJUSTED  
 CA1064* NAVD 88     -       478.0    (meters)    1568.     (feet)  VERTCON   
 CA1064  ___________________________________________________________________
 CA1064  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CA1064  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 CA1064
 CA1064  HORZ ORDER  -  SECOND
 CA1064
 CA1064.The horizontal coordinates were established by classical geodetic methods
 CA1064.and adjusted by the National Geodetic Survey in February 1996..
 CA1064
 CA1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1064
 CA1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1064
 CA1064.The geoid height was determined by GEOID03.
 CA1064
 CA1064;                    North         East     Units Scale Factor Converg.
 CA1064;SPC TX C     - 3,204,989.340   787,985.699   MT  0.99992140   +0 28 37.6
 CA1064;SPC TX C     -10,515,035.86  2,585,249.75   sFT  0.99992140   +0 28 37.6
 CA1064;UTM  14      - 3,486,473.311   461,356.034   MT  0.99961842   -0 12 45.8
 CA1064
 CA1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1064!SPC TX C     -   0.99992886  x   0.99992140  =   0.99985027
 CA1064!UTM  14      -   0.99992886  x   0.99961842  =   0.99954731
 CA1064
 CA1064:                Primary Azimuth Mark                     Grid Az
 CA1064:SPC TX C     -  CAMP                                     009 45 38.4
 CA1064:UTM  14      -  CAMP                                     010 27 01.8
 CA1064
 CA1064|---------------------------------------------------------------------|
 CA1064| PID    Reference Object                     Distance      Geod. Az  |
 CA1064|                                                           dddmmss.s |
 CA1064| CA1065 CAMP                                APPROX. 7.0 KM 0101416.0 |
 CA1064| CV6133 ROCKWOOD RM 1                        11.578 METERS 11530     |
 CA1064| CV6134 ROCKWOOD RM 2                        15.339 METERS 35307     |
 CA1064|---------------------------------------------------------------------|
 CA1064
 CA1064                          SUPERSEDED SURVEY CONTROL
 CA1064
 CA1064  NAD 83(1986)-  31 30 44.99180(N)    099 24 25.12793(W) AD(       ) 2
 CA1064  NAD 27      -  31 30 44.42422(N)    099 24 23.92542(W) AD(       ) 2
 CA1064  NGVD 29 (07/19/86)  477.9    (m)         1568.     (f) VERT ANG       
 CA1064
 CA1064.Superseded values are not recommended for survey control.
 CA1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1064.See file dsdata.txt to determine how the superseded data were derived.
 CA1064
 CA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6135686473(NAD 83)
 CA1064_MARKER: DD = SURVEY DISK
 CA1064_SETTING: 66 = SET IN ROCK OUTCROP
 CA1064
 CA1064  HISTORY     - Date     Condition        Report By
 CA1064  HISTORY     - 1967     MONUMENTED       USGS
 CA1064
 CA1064                          STATION DESCRIPTION
 CA1064
 CA1064'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IB)
 CA1064'THE STATION IS LOCATED ABOUT 2.2 MILES NORTHWEST OF ROCKWOOD,
 CA1064'0.2 MILE EAST OF RANCH BUILDINGS AND 0.1 MILE NORTH OF RANCH
 CA1064'ROAD.  ON THE SOUTH SIDE OF A LOW BUTTE, ABOUT 40 FEET WEST OF THE
 CA1064'PROMINENT SOUTHEAST POINT AND ON THE SOUTH EDGE OF A LOW RIMROCK.
 CA1064'
 CA1064'TO REACH THE STATION FROM ROCKWOOD, GO NORTH ON U.S. HIGHWAY 283
 CA1064'FOR 0.6 MILE TO GRAVEL ROAD.  TURN LEFT AND GO WEST 2.0 MILES
 CA1064'TO BEND AND CATTLEGUARD, THENCE RIGHT, THROUGH CATTLEGUARD, AND
 CA1064'FOLLOW RANCH ROAD FOR 0.35 MILE TO SOUTHWEST POINT OF RIM BELOW
 CA1064'THE STATION.  NOTE--A 4-WHEEL DRIVE CAN BE DRIVEN UP THE
 CA1064'EAST SIDE OF THE RIM TO THE STATION.
 CA1064'
 CA1064'STATION MARK--A USGS ALUMINUM TABLET SET IN ROCK LEDGE.  THE
 CA1064'TABLET IS STAMPED ROCKWOOD ET 1961-1967.
 CA1064'
 CA1064'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CEMENTED
 CA1064'IN ROCK LEDGE.
 CA1064'
 CA1064'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CEMENTED
 CA1064'IN ROCK OUTCROP.
 CA1064'
 CA1064'DISTANCE BETWEEN REFERENCE MARKS IS 77.78 FEET (23.710 METERS).
 CA1064'
 CA1064'USC AND GS TRIANGULATION STATION CAMP, 4.3 MILES NORTH-NORTHEAST,
 CA1064'IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0524 ***********************************************************************
 AO0524  DESIGNATION -  ROCKY
 AO0524  PID         -  AO0524
 AO0524  STATE/COUNTY-  TX/DIMMIT
 AO0524  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0524
 AO0524                         *CURRENT SURVEY CONTROL
 AO0524  ___________________________________________________________________
 AO0524* NAD 83(1993)-  28 37 29.52243(N)    099 58 11.47070(W)     ADJUSTED  
 AO0524* NAVD 88     -       201.003  (meters)     659.46   (feet)  ADJUSTED  
 AO0524  ___________________________________________________________________
 AO0524  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AO0524  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AO0524  DYNAMIC HT  -         200.704 (meters)     658.48  (feet)  COMP
 AO0524  MODELED GRAV-     979,153.0   (mgal)                       NAVD 88
 AO0524
 AO0524  HORZ ORDER  -  FIRST
 AO0524  VERT ORDER  -  FIRST     CLASS II
 AO0524
 AO0524.The horizontal coordinates were established by classical geodetic methods
 AO0524.and adjusted by the National Geodetic Survey in February 1996..
 AO0524
 AO0524.The orthometric height was determined by differential leveling
 AO0524.and adjusted by the National Geodetic Survey in June 1991..
 AO0524
 AO0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0524
 AO0524.The geoid height was determined by GEOID03.
 AO0524
 AO0524.The dynamic height is computed by dividing the NAVD 88
 AO0524.geopotential number by the normal gravity value computed on the
 AO0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0524.degrees latitude (g = 980.6199 gals.).
 AO0524
 AO0524.The modeled gravity was interpolated from observed gravity values.
 AO0524
 AO0524;                    North         East     Units Scale Factor Converg.
 AO0524;SPC TXSC     - 4,088,118.409   505,166.235   MT  0.99993944   -0 28 30.5
 AO0524;SPC TXSC     -13,412,435.15  1,657,366.22   sFT  0.99993944   -0 28 30.5
 AO0524;UTM  14      - 3,166,809.716   405,194.873   MT  0.99971092   -0 27 52.8
 AO0524
 AO0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0524!SPC TXSC     -   0.99997209  x   0.99993944  =   0.99991154
 AO0524!UTM  14      -   0.99997209  x   0.99971092  =   0.99968302
 AO0524
 AO0524|---------------------------------------------------------------------|
 AO0524| PID    Reference Object                     Distance      Geod. Az  |
 AO0524|                                                           dddmmss.s |
 AO0524| CV6135 ROCKY RM 1                           17.556 METERS 10039     |
 AO0524| AO0525 ROCKY RM 2                           19.088 METERS 26120     |
 AO0524| AO0527 ROCKY AZ MK                                        2730723.4 |
 AO0524|---------------------------------------------------------------------|
 AO0524
 AO0524                          SUPERSEDED SURVEY CONTROL
 AO0524
 AO0524  NAD 83(1986)-  28 37 29.51895(N)    099 58 11.44863(W) AD(       ) 1
 AO0524  NAD 27      -  28 37 28.58716(N)    099 58 10.23534(W) AD(       ) 1
 AO0524  NGVD 29 (07/19/86)  201.2    (m)          660.     (f) VERT ANG       
 AO0524
 AO0524.Superseded values are not recommended for survey control.
 AO0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0524.See file dsdata.txt to determine how the superseded data were derived.
 AO0524
 AO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0519566810(NAD 83)
 AO0524_MARKER: DS = TRIANGULATION STATION DISK
 AO0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0524_SP_SET: CONCRETE POST
 AO0524_STAMPING: ROCKY 1971
 AO0524_MARK LOGO: NGS   
 AO0524_PROJECTION: FLUSH
 AO0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0524
 AO0524  HISTORY     - Date     Condition        Report By
 AO0524  HISTORY     - 1972     MONUMENTED       NGS
 AO0524  HISTORY     - 1982     POOR             NGS
 AO0524  HISTORY     - 19970621 POOR             USPSQD
 AO0524
 AO0524                          STATION DESCRIPTION
 AO0524
 AO0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0524'THE STATION IS ABOUT 7 MILES NORTH AND 6 MILES WEST OF CARRIZO
 AO0524'SPRINGS, 8 MILES WEST AND 3-1/2 MILES SOUTH OF CRYSTAL CITY AND ON
 AO0524'THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 277.
 AO0524'
 AO0524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 AO0524'ROAD 191 ABOUT 3 MILES SOUTH OF CRYSTAL CITY, GO WEST-SOUTHWEST ON
 AO0524'FARM ROAD 191 FOR 6.2 MILES TO THE JUNCTION WITH U.S. HIGHWAY 277.
 AO0524'TURN RIGHT AND GO NORTHWEST AND WEST ON U.S. HIGHWAY 277 FOR 1.65
 AO0524'MILES TO A SIDE ROAD RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 277
 AO0524'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 AO0524'
 AO0524'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 AO0524'277 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 AO0524'
 AO0524'STATION MARKS ARE STANDARD DISKS, STAMPED ROCKY 1971.  THE SURFACE
 AO0524'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0524'THAT IS FLUSH WITH THE GROUND.  IT IS 65.0 FEET SOUTH OF THE CENTER
 AO0524'OF U.S. HIGHWAY 277, 23.3 FEET NORTHEAST OF THE CENTER OF A GATE,
 AO0524'11.6 FEET NORTH-NORTHWEST OF A WITNESS POST AND 11.5 FEET NORTH
 AO0524'OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 AO0524'CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 AO0524'
 AO0524'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROCKY NO 1 1971, SET IN
 AO0524'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0524'WITH THE GROUND.  IT IS 74.0 FEET SOUTH OF THE CENTER OF U.S.
 AO0524'HIGHWAY 277, 53.4 FEET EAST OF THE WITNESS POST, 1.4 FEET NORTH OF
 AO0524'THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0524'
 AO0524'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROCKY NO 2 1971, SET IN
 AO0524'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0524'WITH THE GROUND.  IT IS 74.5 FEET SOUTH OF THE CENTER OF U.S.
 AO0524'HIGHWAY 277, 42.0 FEET WEST OF THE CENTER OF THE GATE, 1.1 FEET
 AO0524'NORTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0524'
 AO0524'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROCKY 1971, SET IN THE TOP
 AO0524'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AO0524'GROUND.  IT IS 72.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 277,
 AO0524'3.0 FEET SOUTH OF A FENCE, 1.6 FEET SOUTH-SOUTHEAST OF TELEPHONE
 AO0524'LINE POLE NUMBERED 11 AND 1.2 FEET NORTH OF A WITNESS POST.
 AO0524'
 AO0524'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 AO0524
 AO0524                          STATION RECOVERY (1982)
 AO0524
 AO0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0524'16.9 KM (10.5 MI) NW FROM CARRIZO SPRINGS.
 AO0524'0.2 KM (0.1 MI) SOUTHWEST FROM THE POST OFFICE IN CARRIZO SPRINGS,
 AO0524'THENCE 16.7 KM (10.4 MI) NORTHWEST ALONG U.S. HIGHWAY 277, AND ABOUT
 AO0524'1.0 KM (0.6 MI) EAST OF ROCKY AZ MK, AT A TRACK ROAD LEADING SOUTHEAST
 AO0524'19.8 METERS (65.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AO0524'103.0 METERS (338.0 FT) WEST OF A POWERLINE CROSSING THE HIGHWAY AND
 AO0524'AT A DEAD END OF THE POWERLINE, 19.2 METERS (63.0 FT) EAST NORTHEAST
 AO0524'OF ROCKY RM NUMBER 2, 7.3 METERS (24.0 FT) EAST NORTHEAST OF THE
 AO0524'CENTER OF A TRACK ROAD AND TWO METAL GATES, 13.4 METERS (44.0 FT) EAST
 AO0524'OF NORTHEAST OF A TELEPHONE JUNCTION BOX, AND 3.5 METERS (11.5 FT)
 AO0524'NORTH OF THE FENCE.
 AO0524'THE MARK IS 3.5 METERS  N FROM A WITNESS POST.
 AO0524'THE MARK IS 0.6 M BELOW HIGHWAY.
 AO0524
 AO0524                          STATION RECOVERY (1997)
 AO0524
 AO0524'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0524'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0527 ***********************************************************************
 AO0527  DESIGNATION -  ROCKY AZ MK
 AO0527  PID         -  AO0527
 AO0527  STATE/COUNTY-  TX/DIMMIT
 AO0527  USGS QUAD   -  CARRIZO SPRINGS NW (1972)
 AO0527
 AO0527                         *CURRENT SURVEY CONTROL
 AO0527  ___________________________________________________________________
 AO0527* NAD 83(1986)-  28 37 32.     (N)    099 58 52.     (W)     SCALED    
 AO0527* NAVD 88     -       200.578  (meters)     658.06   (feet)  ADJUSTED  
 AO0527  ___________________________________________________________________
 AO0527  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AO0527  DYNAMIC HT  -         200.279 (meters)     657.08  (feet)  COMP
 AO0527  MODELED GRAV-     979,152.8   (mgal)                       NAVD 88
 AO0527
 AO0527  VERT ORDER  -  FIRST     CLASS II
 AO0527
 AO0527.The horizontal coordinates were scaled from a topographic map and have
 AO0527.an estimated accuracy of +/- 6 seconds.
 AO0527
 AO0527.The orthometric height was determined by differential leveling
 AO0527.and adjusted by the National Geodetic Survey in June 1991..
 AO0527
 AO0527.The geoid height was determined by GEOID03.
 AO0527
 AO0527.The dynamic height is computed by dividing the NAVD 88
 AO0527.geopotential number by the normal gravity value computed on the
 AO0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0527.degrees latitude (g = 980.6199 gals.).
 AO0527
 AO0527.The modeled gravity was interpolated from observed gravity values.
 AO0527
 AO0527;                    North         East    Units  Estimated Accuracy
 AO0527;SPC TXSC     - 4,088,200.      504,070.      MT  (+/- 180 meters Scaled)
 AO0527
 AO0527                          SUPERSEDED SURVEY CONTROL
 AO0527
 AO0527.No superseded survey control is available for this station.
 AO0527
 AO0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS040668(NAD 83)
 AO0527_MARKER: DZ = AZIMUTH MARK DISK
 AO0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0527_SP_SET: CONCRETE POST
 AO0527_STAMPING: ROCKY 1971
 AO0527_MARK LOGO: NGS   
 AO0527_PROJECTION: FLUSH
 AO0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0527+STABILITY: SURFACE MOTION
 AO0527
 AO0527  HISTORY     - Date     Condition        Report By
 AO0527  HISTORY     - 1971     MONUMENTED       NGS
 AO0527  HISTORY     - 1982     GOOD             NGS
 AO0527  HISTORY     - 19970621 GOOD             USPSQD
 AO0527
 AO0527                          STATION DESCRIPTION
 AO0527
 AO0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0527'17.9 KM (11.05 MI) NW FROM CARRIZO SPRINGS.
 AO0527'0.2 KM (0.1 MI) SOUTHWEST FROM THE POST OFFICE IN CARRIZO SPRINGS,
 AO0527'THENCE 17.8 KM (4.05 MI) NORTHWEST ALONG U.S. HIGHWAY 277, AND ABOUT
 AO0527'0.25 KM (0.15 MI) WEST OF A RED PIPE GATE AND A ROAD LEADING
 AO0527'NORTHWEST, 21.9 METERS (72.0 FT) NORTH OF THE CENTERLINE OF THE
 AO0527'HIGHWAY, 0.9 METER (3.0 FT) SOUTH OF A FENCE, AND 0.7 METER (2.5 FT)
 AO0527'SOUTHEAST OF A TELEPHONE JUNCTION BOX.
 AO0527'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 AO0527'THE MARK IS 0.9 M ABOVE HIGHWAY.
 AO0527
 AO0527                          STATION RECOVERY (1997)
 AO0527
 AO0527'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2641 ***********************************************************************
 BY2641  DESIGNATION -  ROCKY HILL FOREST SERV LOT 65
 BY2641  PID         -  BY2641
 BY2641  STATE/COUNTY-  TX/ANGELINA
 BY2641  USGS QUAD   -  HUNTINGTON (1980)
 BY2641
 BY2641                         *CURRENT SURVEY CONTROL
 BY2641  ___________________________________________________________________
 BY2641* NAD 83(1993)-  31 21 40.68845(N)    094 33 12.53040(W)     ADJUSTED  
 BY2641* NAVD 88     -                                                        
 BY2641  ___________________________________________________________________
 BY2641  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BY2641  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY2641
 BY2641  HORZ ORDER  -  THIRD
 BY2641
 BY2641.The horizontal coordinates were established by classical geodetic methods
 BY2641.and adjusted by the National Geodetic Survey in February 1996..
 BY2641
 BY2641
 BY2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2641
 BY2641.The geoid height was determined by GEOID03.
 BY2641
 BY2641;                    North         East     Units Scale Factor Converg.
 BY2641;SPC TX C     - 3,202,142.043 1,249,606.801   MT  0.99990140   +2 58 37.1
 BY2641;SPC TX C     -10,505,694.35  4,099,751.65   sFT  0.99990140   +2 58 37.1
 BY2641;UTM  15      - 3,470,687.024   352,249.060   MT  0.99986926   -0 48 31.1
 BY2641
 BY2641                          SUPERSEDED SURVEY CONTROL
 BY2641
 BY2641  NAD 83(1986)-  31 21 40.69909(N)    094 33 12.51873(W) AD(       ) 4
 BY2641  NAD 27      -  31 21 40.03000(N)    094 33 11.78000(W) AD(       ) 3
 BY2641
 BY2641.Superseded values are not recommended for survey control.
 BY2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2641.See file dsdata.txt to determine how the superseded data were derived.
 BY2641
 BY2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ5224970687(NAD 83)
 BY2641_MARKER: 57 = LOOKOUT TOWER
 BY2641
 BY2641  HISTORY     - Date     Condition        Report By
 BY2641  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2641  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2641
 BY2641                          STATION DESCRIPTION
 BY2641
 BY2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2641'THE STATION IS THE ROCKY HILL LOOKOUT TOWER NO 65 OF THE
 BY2641'STATE FOREST SERVICE.  LOCATED ABOUT 1.0 MILE SOUTH OF THE
 BY2641'ROCKY HILL SCHOOL HOUSE ON THE WEST SIDE OF THE LUFKIN-EWING
 BY2641'(FARM ROAD 325) GRADED ROAD.  IT IS A FOUR LEGGED STEEL
 BY2641'STRUCTURE ABOUT 110 FEET HIGH WITH A GLASS ENCLOSED LOOKOUT
 BY2641'CAB ON THE TOP.  POINT OBSERVED UPON, APEX OF THE CAB ROOF.
 BY2641
 BY2641                          STATION RECOVERY (1998)
 BY2641
 BY2641'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0988 ***********************************************************************
 CT0988  DESIGNATION -  ROCKY KNOLL
 CT0988  PID         -  CT0988
 CT0988  STATE/COUNTY-  TX/PALO PINTO
 CT0988  USGS QUAD   -  BRAZOS WEST (1984)
 CT0988
 CT0988                         *CURRENT SURVEY CONTROL
 CT0988  ___________________________________________________________________
 CT0988* NAD 83(1993)-  32 43 07.51192(N)    098 09 00.48361(W)     ADJUSTED  
 CT0988* NAVD 88     -       332.6    (meters)    1091.     (feet)  VERTCON   
 CT0988  ___________________________________________________________________
 CT0988  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CT0988  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT0988
 CT0988  HORZ ORDER  -  THIRD
 CT0988
 CT0988.The horizontal coordinates were established by classical geodetic methods
 CT0988.and adjusted by the National Geodetic Survey in February 1996..
 CT0988
 CT0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0988
 CT0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0988
 CT0988.The geoid height was determined by GEOID03.
 CT0988
 CT0988;                    North         East     Units Scale Factor Converg.
 CT0988;SPC TXNC     - 2,116,720.469   632,795.723   MT  0.99988940   +0 11 26.9
 CT0988;SPC TXNC     - 6,944,607.07  2,076,097.30   sFT  0.99988940   +0 11 26.9
 CT0988;UTM  14      - 3,620,427.893   579,643.058   MT  0.99967821   +0 27 33.8
 CT0988
 CT0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0988!SPC TXNC     -   0.99995236  x   0.99988940  =   0.99984176
 CT0988!UTM  14      -   0.99995236  x   0.99967821  =   0.99963058
 CT0988
 CT0988:                Primary Azimuth Mark                     Grid Az
 CT0988:SPC TXNC     -  MINERAL WELLS HOTEL CUPOLA               019 35 45.4
 CT0988:UTM  14      -  MINERAL WELLS HOTEL CUPOLA               019 19 38.5
 CT0988
 CT0988|---------------------------------------------------------------------|
 CT0988| PID    Reference Object                     Distance      Geod. Az  |
 CT0988|                                                           dddmmss.s |
 CT0988| CT0975 MINERAL WELLS HOTEL CUPOLA          APPROX.10.7 KM 0194712.3 |
 CT0988|---------------------------------------------------------------------|
 CT0988
 CT0988                          SUPERSEDED SURVEY CONTROL
 CT0988
 CT0988  NAD 83(1986)-  32 43 07.51618(N)    098 09 00.46800(W) AD(       ) 3
 CT0988  NAD 27      -  32 43 07.05540(N)    098 08 59.30879(W) AD(       ) 3
 CT0988  NGVD 29 (07/19/86)  332.5    (m)         1091.     (f) VERT ANG       
 CT0988
 CT0988.Superseded values are not recommended for survey control.
 CT0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0988.See file dsdata.txt to determine how the superseded data were derived.
 CT0988
 CT0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7964320428(NAD 83)
 CT0988
 CT0988  HISTORY     - Date     Condition        Report By
 CT0988  HISTORY     - UNK      MONUMENTED
 CT0988  HISTORY     - 1958     GOOD             USGS
 CT0988
 CT0988                          STATION DESCRIPTION
 CT0988
 CT0988'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0988'THE 1924 DESCRIPTION IS OBSOLETE AND IS SUPERSEDED BY THE FOLLOWING
 CT0988'DESCRIPTION.
 CT0988'
 CT0988'STATION IS LOCATED ABOUT 6 MI. SSW. OF MINERAL WELLS, ON A SMALL BUT
 CT0988'PROMINENT ROCK KNOLL ABOUT 350 FT. S. OF AN E-W. RD.
 CT0988'
 CT0988'TO REACH FROM RAILROAD STATION IN MINERAL WELLS, GO S. ON U.S. HIGHWAY
 CT0988'281 FOR 5.1 MI. TO RD. CROSSING.  GO WESTERLY ALONG A GRAVEL RD. FOR
 CT0988'3.3 MI., STATION IS S. OF THIS POINT AS DESCRIBED ABOVE.
 CT0988'
 CT0988'STATION MARK--STANDARD ALUMINUM TABLET SET IN CENTER OF OLD STATION
 CT0988'MARK, STAMPED ---ROCKY KNOLL 1958---.
 CT0988'
 CT0988'OLD STATION MARK--CHISELED CROSS IN SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1825 ***********************************************************************
 AY1825  DESIGNATION -  ROCKY POINT
 AY1825  PID         -  AY1825
 AY1825  STATE/COUNTY-  TX/WILSON
 AY1825  USGS QUAD   -  LA VERNIA SW (1992)
 AY1825
 AY1825                         *CURRENT SURVEY CONTROL
 AY1825  ___________________________________________________________________
 AY1825* NAD 83(1993)-  29 17 23.84806(N)    098 13 11.20611(W)     ADJUSTED  
 AY1825* NAVD 88     -       243.9    (meters)     800.     (feet)  VERTCON   
 AY1825  ___________________________________________________________________
 AY1825  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AY1825  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY1825
 AY1825  HORZ ORDER  -  FIRST
 AY1825
 AY1825.The horizontal coordinates were established by classical geodetic methods
 AY1825.and adjusted by the National Geodetic Survey in February 1996..
 AY1825
 AY1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1825
 AY1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1825
 AY1825.The geoid height was determined by GEOID03.
 AY1825
 AY1825;                    North         East     Units Scale Factor Converg.
 AY1825;SPC TXSC     - 4,161,685.296   675,799.789   MT  0.99986355   +0 22 56.1
 AY1825;SPC TXSC     -13,653,795.84  2,217,186.47   sFT  0.99986355   +0 22 56.1
 AY1825;UTM  14      - 3,240,363.590   575,781.601   MT  0.99967086   +0 22 54.2
 AY1825
 AY1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1825!SPC TXSC     -   0.99996574  x   0.99986355  =   0.99982930
 AY1825!UTM  14      -   0.99996574  x   0.99967086  =   0.99963661
 AY1825
 AY1825:                Primary Azimuth Mark                     Grid Az
 AY1825:SPC TXSC     -  SASPAMCO                                 211 19 42.6
 AY1825:UTM  14      -  SASPAMCO                                 211 19 44.5
 AY1825
 AY1825|---------------------------------------------------------------------|
 AY1825| PID    Reference Object                     Distance      Geod. Az  |
 AY1825|                                                           dddmmss.s |
 AY1825| AY1834 SASPAMCO                            APPROX. 6.8 KM 2114238.7 |
 AY1825|---------------------------------------------------------------------|
 AY1825
 AY1825                          SUPERSEDED SURVEY CONTROL
 AY1825
 AY1825  NAD 83(1986)-  29 17 23.85324(N)    098 13 11.18767(W) AD(       ) 1
 AY1825  NAD 27      -  29 17 22.99300(N)    098 13 10.15100(W) AD(       ) 1
 AY1825  NGVD 29 (07/28/98)  243.8    (m)          800.     (f) VERT ANG       
 AY1825
 AY1825.Superseded values are not recommended for survey control.
 AY1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1825.See file dsdata.txt to determine how the superseded data were derived.
 AY1825
 AY1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7578240364(NAD 83)
 AY1825_MARKER: DS = TRIANGULATION STATION DISK
 AY1825_SETTING: 80 = SET IN A BOULDER
 AY1825_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 AY1825
 AY1825  HISTORY     - Date     Condition        Report By
 AY1825  HISTORY     - 1953     MONUMENTED       CGS
 AY1825  HISTORY     - 1956     GOOD             AMS
 AY1825  HISTORY     - 1956     GOOD             DOD
 AY1825
 AY1825                          STATION DESCRIPTION
 AY1825
 AY1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1825'THE STATION IS LOCATED 19 MILES SOUTHEAST OF THE CENTER OF
 AY1825'SAN ANTONIO, 8 MILES SOUTHWEST OF LAVERNIA, ON A PROMINENT
 AY1825'POINT OF A WOODED RIDGE KNOWN LOCALLY AS ROCKY POINT.  THE
 AY1825'STATION IS ON THE PROPERTY OF MR. BEN. SODROCK.
 AY1825'
 AY1825'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 181 AND LOOP 13,
 AY1825'WHICH IS ABOUT 6.5 MILES SOUTHEAST OF THE CENTER OF SAN
 AY1825'ANTONIO, BY GOING EASTERLY ON LOOP 13 FOR 4.55 MILES TO
 AY1825'A SIDE ROAD RIGHT.  TURN RIGHT, EAST, ON THE SULPHUR SPRINGS
 AY1825'ROAD AND GO 6.8 MILES ON A PAVED ROAD TO THE EAST CENTRAL
 AY1825'HIGH SCHOOL BUILDING AND FARM ROAD 1628 ON THE LEFT.  CONTINUE
 AY1825'STRAIGHT AHEAD, EAST, ON A GRAVELED ROAD FOR 2.9 MILES TO
 AY1825'A SIDE ROAD LEFT AND A BRIDGE.  CONTINUE STRAIGHT AHEAD,
 AY1825'EAST, FOR 3.25 MILES TO A TRACK ROAD AND AN ABANDONED CHURCH
 AY1825'BUILDING ON THE RIGHT.  TURN RIGHT, SOUTH, AND FOLLOW THE
 AY1825'TRACK ROAD FOR 0.8 MILE TO A FORK AND A GATE.  TAKE THE
 AY1825'RIGHT FORK AND GO 0.8 MILE, THENCE TURN RIGHT, WEST, PASSING
 AY1825'THRU A FENCE AND FOLLOW A DIM TRACK FOR 1.0 MILE TO THE
 AY1825'HIGHEST POINT OF THE RIDGE AND THE STATION.
 AY1825'
 AY1825'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 AY1825'IN A 6 FOOT BY 4 FOOT BOULDER PROJECTING 16 INCHES ABOVE THE
 AY1825'GROUND, STAMPED ROCKY POINT 1953 IS ON THE SUMMIT OF THE POINT.
 AY1825'
 AY1825'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 AY1825'HOLE IN A BOULDER PROJECTING 6 INCHES ABOVE THE GROUND, STAMPED
 AY1825'ROCKY POINT NO 1 1953 IS APPROXIMATELY 3 FEET LOWER THAN
 AY1825'THE STATION MARK AND 3.5 FEET EAST OF A 6 INCH SCRUB OAK
 AY1825'TREE.
 AY1825'
 AY1825'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 AY1825'HOLE IN A BOULDER PROJECTING 6 INCHES ABOVE THE GROUND,
 AY1825'STAMPED ROCKY POINT NO 2 1953 IS APPROXIMATELY 4 FEET LOWER
 AY1825'THAN THE STATION MARK AND 4 FEET NORTHEAST OF A 6 INCH SCRUB
 AY1825'OAK TREE.
 AY1825'
 AY1825'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1825'STAMPED ROCKY POINT 1953 IS 125 YARDS SOUTH OF A LOW ROCKY
 AY1825'POINT, ON THE WEST EDGE OF A LONG EAST-WEST CLEARING AND
 AY1825'6 FEET EAST OF A SMALL SCRUB OAK TREE.  THE MONUMENT PROJECTS
 AY1825'6 INCHES ABOVE THE GROUND.
 AY1825'
 AY1825'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY THROUGH
 AY1825'A CLEARING FOR 0.15 MILE TO THE MARK AS DESCRIBED.
 AY1825'
 AY1825'HEIGHT OF LIGHT ABOVE STATION MARK 8.8 METERS.
 AY1825
 AY1825                          STATION RECOVERY (1956)
 AY1825
 AY1825'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1825'THE STATION A STANDARD TRIANGULATION DISK SET IN A LARGE
 AY1825'BOULDER WAS RECOVERED AS DESCRIBED.  THE R.M.S WERE ALSO
 AY1825'RECOVERED.  THE MARK IS 146 FT. NW OF S EDGE OF TREE, 110
 AY1825'FT. N OF SW EDGE OF TREE, 120 FT. E OF CENTER OF TREE.
 AY1825
 AY1825                          STATION RECOVERY (1956)
 AY1825
 AY1825'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1956
 AY1825'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29098-2, STATION 1017.
 AY1825'RECOVERED BY USGS.
 AY1825'RECOVERED BY ARMY MAP SERVICE IN 1956.
 AY1825'STATION MARK--A STANDARD USC AND GS TRIANGULATION DISK CEMENTED IN A
 AY1825'DRILL HOLE IN A 6 FT. BY 4 FT. BOULDER PROJECTING 16 IN. ABOVE THE
 AY1825'GROUND, STAMPED---ROCKY POINT 1953---, LOCATED ON THE SUMMIT OF THE
 AY1825'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0525 ***********************************************************************
 AO0525  DESIGNATION -  ROCKY RM 2
 AO0525  PID         -  AO0525
 AO0525  STATE/COUNTY-  TX/DIMMIT
 AO0525  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0525
 AO0525                         *CURRENT SURVEY CONTROL
 AO0525  ___________________________________________________________________
 AO0525* NAD 83(1986)-  28 37 30.     (N)    099 58 11.     (W)     SCALED    
 AO0525* NAVD 88     -       200.947  (meters)     659.27   (feet)  ADJUSTED  
 AO0525  ___________________________________________________________________
 AO0525  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AO0525  DYNAMIC HT  -         200.648 (meters)     658.29  (feet)  COMP
 AO0525  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 AO0525
 AO0525  VERT ORDER  -  FIRST     CLASS II
 AO0525
 AO0525.The horizontal coordinates were scaled from a topographic map and have
 AO0525.an estimated accuracy of +/- 6 seconds.
 AO0525
 AO0525.The orthometric height was determined by differential leveling
 AO0525.and adjusted by the National Geodetic Survey in June 1991..
 AO0525
 AO0525.The geoid height was determined by GEOID03.
 AO0525
 AO0525.The dynamic height is computed by dividing the NAVD 88
 AO0525.geopotential number by the normal gravity value computed on the
 AO0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0525.degrees latitude (g = 980.6199 gals.).
 AO0525
 AO0525.The modeled gravity was interpolated from observed gravity values.
 AO0525
 AO0525;                    North         East    Units  Estimated Accuracy
 AO0525;SPC TXSC     - 4,088,130.      505,180.      MT  (+/- 180 meters Scaled)
 AO0525
 AO0525                          SUPERSEDED SURVEY CONTROL
 AO0525
 AO0525.No superseded survey control is available for this station.
 AO0525
 AO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS052668(NAD 83)
 AO0525_MARKER: DR = REFERENCE MARK DISK
 AO0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0525_SP_SET: CONCRETE POST
 AO0525_STAMPING: ROCKY NO 2 1971
 AO0525_MARK LOGO: NGS   
 AO0525_PROJECTION: FLUSH
 AO0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0525+STABILITY: SURFACE MOTION
 AO0525
 AO0525  HISTORY     - Date     Condition        Report By
 AO0525  HISTORY     - 1971     MONUMENTED       NGS
 AO0525  HISTORY     - 1982     GOOD             NGS
 AO0525  HISTORY     - 19970621 GOOD             USPSQD
 AO0525
 AO0525                          STATION DESCRIPTION
 AO0525
 AO0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0525'16.9 KM (10.5 MI) NW FROM CARRIZO SPRINGS.
 AO0525'0.2 KM (0.1 MI) SOUTHWEST FROM THE POST OFFICE IN CARRIZO SPRINGS,
 AO0525'THENCE 16.7 KM (10.4 MI) NORTHWEST ALONG U.S. HIGHWAY 277 AND ABOUT
 AO0525'1.0 KM (0.6 MI) EAST OF ROCKY AZ MK AND AT A TRACK ROAD LEADING SOUTH
 AO0525'EAST, 12.9 METERS (400.0 FT) WEST OF A POWERLINE CROSSING HIGHWAY AND
 AO0525'AT A DEAD END OF THE POWERLINE WITH A CABLE ANCHOR, 22.8 METERS
 AO0525'(75.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 19.2 METERS
 AO0525'(63.0 FT) WEST SOUTHWEST OF THE TRIANGULATION STATION ROCKY,
 AO0525'11.8 METERS (39.0 FT) WEST OF THE CENTER OF TWO METAL GATES AND GRAVEL
 AO0525'ROAD LEADING SOUTH, 5.7 METERS (19.0 FT) WEST OF A TELEPHONE JUNCTION
 AO0525'BOX, AND 0.3 METER (1.0 FT) NORTH OF A FENCE.
 AO0525'THE MARK IS 19.9 METERS  W FROM A WITNESS POST.
 AO0525'THE MARK IS 0.6 M BELOW HIGHWAY.
 AO0525
 AO0525                          STATION RECOVERY (1997)
 AO0525
 AO0525'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1313 ***********************************************************************
 AH1313  DESIGNATION -  RODD
 AH1313  PID         -  AH1313
 AH1313  STATE/COUNTY-  TX/NUECES
 AH1313  USGS QUAD   -  OSO CREEK NW (1975)
 AH1313
 AH1313                         *CURRENT SURVEY CONTROL
 AH1313  ___________________________________________________________________
 AH1313* NAD 83(1993)-  27 38 22.95978(N)    097 22 34.88080(W)     ADJUSTED  
 AH1313* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1313  ___________________________________________________________________
 AH1313  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1313  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AH1313
 AH1313  HORZ ORDER  -  THIRD
 AH1313
 AH1313.The horizontal coordinates were established by classical geodetic methods
 AH1313.and adjusted by the National Geodetic Survey in February 1996..
 AH1313
 AH1313.The orthometric height was scaled from a topographic map.
 AH1313
 AH1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1313
 AH1313.The geoid height was determined by GEOID03.
 AH1313
 AH1313;                    North         East     Units Scale Factor Converg.
 AH1313;SPC TX S     - 5,219,095.026   410,882.899   MT  0.99995670   +0 30 36.5
 AH1313;SPC TX S     -17,122,980.93  1,348,038.31   sFT  0.99995670   +0 30 36.5
 AH1313;UTM  14      - 3,058,345.434   660,180.910   MT  0.99991671   +0 45 12.2
 AH1313
 AH1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1313!SPC TX S     -   1.00000333  x   0.99995670  =   0.99996003
 AH1313!UTM  14      -   1.00000333  x   0.99991671  =   0.99992004
 AH1313
 AH1313:                Primary Azimuth Mark                     Grid Az
 AH1313:SPC TX S     -  CORPUS CHRISTI RODD FIELD STK            015 56 26.9
 AH1313:UTM  14      -  CORPUS CHRISTI RODD FIELD STK            015 41 51.2
 AH1313
 AH1313|---------------------------------------------------------------------|
 AH1313| PID    Reference Object                     Distance      Geod. Az  |
 AH1313|                                                           dddmmss.s |
 AH1313| AH1251 CORPUS CHRISTI RODD FIELD STK       APPROX. 1.1 KM 0162703.4 |
 AH1313| CV2915 RODD AZ MK                                         0374904.2 |
 AH1313| CV2916 RODD RM 1                            16.058 METERS 14242     |
 AH1313| CV2917 RODD RM 2                            14.608 METERS 26351     |
 AH1313| AH1314 CORPUS CHRI RODD FLD CONT TWR       APPROX. 0.9 KM 3544534.2 |
 AH1313|---------------------------------------------------------------------|
 AH1313
 AH1313                          SUPERSEDED SURVEY CONTROL
 AH1313
 AH1313  NAD 83(1986)-  27 38 22.97042(N)    097 22 34.85999(W) AD(       ) 3
 AH1313  NAD 27      -  27 38 21.84700(N)    097 22 33.89200(W) AD(       ) 3
 AH1313
 AH1313.Superseded values are not recommended for survey control.
 AH1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1313.See file dsdata.txt to determine how the superseded data were derived.
 AH1313
 AH1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6018158345(NAD 83)
 AH1313_MARKER: DS = TRIANGULATION STATION DISK
 AH1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1313
 AH1313  HISTORY     - Date     Condition        Report By
 AH1313  HISTORY     - 1949     MONUMENTED       CGS
 AH1313
 AH1313                          STATION DESCRIPTION
 AH1313
 AH1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1313'STATION IS LOCATED ABOUT 11 MILES SOUTH OF CORPUS CHRISTI AND
 AH1313'6 MILES NORTHEAST OF CHAPMAN NEAR THE SOUTHEAST CORNER OF
 AH1313'RODD FIELD (U.S. NAVAL AIRFIELD).  IT IS 26.5 FEET NORTH OF THE
 AH1313'SOUTH BOUNDARY FENCE, 51 FEET NORTHEAST OF THE EAST END OF
 AH1313'THE GATE LEADING TO THE DUMP GROUNDS AND 24.5 FEET SOUTH OF A
 AH1313'CLEARANCE LIGHT.  IT IS STAMPED RODD 1949 AND IS FLUSH WITH
 AH1313'THE GROUND.
 AH1313'
 AH1313'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF THE SOUTH BOUNDARY
 AH1313'FENCE AND 1.5 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 AH1313'RODD NO 1 1949 AND PROJECTS 4 INCHES.
 AH1313'
 AH1313'REFERENCE MARK NO. 2 IS 3 FEET EAST AND 2 FEET NORTH OF THE
 AH1313'EAST END OF THE GATE AT THE SOUTH EXIT.  IT IS STAMPED RODD
 AH1313'NO 2 1949 AND IS FLUSH WITH THE GROUND.
 AH1313'
 AH1313'AZIMUTH MARK IS 1 FOOT WEST OF THE EAST BOUNDARY FENCE, 1
 AH1313'FOOT SOUTH OF A WITNESS POST AND 30 FEET EAST OF THE CENTER
 AH1313'OF THE NORTH-SOUTH GRAVELED ROAD.  IT IS STAMPED RODD 1949
 AH1313'AND PROJECTS 5 INCHES.
 AH1313'
 AH1313'TO REACH FROM CLARKWOOD, GO SOUTH ON MACADAM ROAD (PASSING
 AH1313'CLARKWOOD SCHOOL) FOR 4.3 MILES TO A T-INTERSECTION WITH
 AH1313'STATE ROUTE 665, TURN LEFT ON ROUTE 665 FOR 2.95 MILES TO THE
 AH1313'JUNCTION WITH ROUTE 357, TURN RIGHT ON ROUTE 357 AND CONTINUE
 AH1313'STRAIGHT AHEAD SOUTHEASTERLY FOR 9.1 MILES TO A FORK (ROUTE
 AH1313'357 CURVES TO LEFT).  TAKE RIGHT FORK FOR 1.6 MILES TO THE
 AH1313'ENTRANCE TO RODD FIELD.  FROM ENTRANCE, CONTINUE SOUTH FOR
 AH1313'0.1 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW GRAVELED ROAD
 AH1313'ALONG THE WEST SIDE OF THE EAST BOUNDARY FENCE FOR 0.6 MILE
 AH1313'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHERLY FOR 0.4
 AH1313'MILE TO THE STATION AS DESCRIBED.
 AH1313'
 AH1313'A 74 FOOT SIGNAL AT CHAPMAN IS VISIBLE AT 10 FEET.
 AH1313'
 AH1313'AN 87 FOOT SIGNAL AT KLEPAC IS VISIBLE FROM THE GROUND.
 AH1313'
 AH1313'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0339 ***********************************************************************
 BB0339  DESIGNATION -  RODERIGO
 BB0339  PID         -  BB0339
 BB0339  STATE/COUNTY-  TX/PRESIDIO
 BB0339  USGS QUAD   -  LAS CONCHAS (1980)
 BB0339
 BB0339                         *CURRENT SURVEY CONTROL
 BB0339  ___________________________________________________________________
 BB0339* NAD 83(1993)-  29 53 56.55896(N)    104 38 45.03966(W)     ADJUSTED  
 BB0339* NAVD 88     -       930.     (meters)    3051.     (feet)  SCALED    
 BB0339  ___________________________________________________________________
 BB0339  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 BB0339  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BB0339
 BB0339  HORZ ORDER  -  FIRST
 BB0339
 BB0339.The horizontal coordinates were established by classical geodetic methods
 BB0339.and adjusted by the National Geodetic Survey in February 1996..
 BB0339
 BB0339.The orthometric height was scaled from a topographic map.
 BB0339
 BB0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0339
 BB0339.The geoid height was determined by GEOID03.
 BB0339
 BB0339;                    North         East     Units Scale Factor Converg.
 BB0339;SPC TXSC     - 4,242,097.262    54,962.925   MT  0.99991157   -2 45 57.5
 BB0339;SPC TXSC     -13,917,614.10    180,324.20   sFT  0.99991157   -2 45 57.5
 BB0339;UTM  13      - 3,307,651.389   534,192.124   MT  0.99961442   +0 10 35.5
 BB0339
 BB0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0339!SPC TXSC     -   0.99985754  x   0.99991157  =   0.99976912
 BB0339!UTM  13      -   0.99985754  x   0.99961442  =   0.99947202
 BB0339
 BB0339|---------------------------------------------------------------------|
 BB0339| PID    Reference Object                     Distance      Geod. Az  |
 BB0339|                                                           dddmmss.s |
 BB0339| CI0350 RODERIGO RM 1                        12.250 METERS 08631     |
 BB0339| CI0351 RODERIGO RM 2                        10.260 METERS 17048     |
 BB0339| BB0194 RODERIGO AZ MK                                     2611527.9 |
 BB0339| BB0338 RUIDOSA MUNICIPAL TANK              APPROX. 9.8 KM 3454317.2 |
 BB0339|---------------------------------------------------------------------|
 BB0339
 BB0339                          SUPERSEDED SURVEY CONTROL
 BB0339
 BB0339  NAD 83(1986)-  29 53 56.55047(N)    104 38 45.03848(W) AD(       ) 1
 BB0339  NAD 27      -  29 53 55.95400(N)    104 38 43.30000(W) AD(       ) 1
 BB0339
 BB0339.Superseded values are not recommended for survey control.
 BB0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0339.See file dsdata.txt to determine how the superseded data were derived.
 BB0339
 BB0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP3419207651(NAD 83)
 BB0339_MARKER: DD = SURVEY DISK
 BB0339_SETTING: 0 = UNSPECIFIED SETTING
 BB0339
 BB0339  HISTORY     - Date     Condition        Report By
 BB0339  HISTORY     - 1934     MONUMENTED       CGS
 BB0339
 BB0339                          STATION DESCRIPTION
 BB0339
 BB0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0339'ABOUT 6 MILES SOUTH OF RUIDOSA, 0.6 MILE EAST OF THE RIO GRANDE
 BB0339'RIVER, 0.6 MILE SOUTHEAST OF THE CHINATI SERVICE STATION AND
 BB0339'0.3 MILE EAST OF THE PRESIDIO-RUIDOSA ROAD AT THE WEST END
 BB0339'OF THE HIGHEST RIDGE IN THE VICINITY.
 BB0339'
 BB0339'TO REACH FROM THE RUIDOSA POST OFFICE, GO SOUTH ON THE PRESIDIO
 BB0339'ROAD 5.7 MILES TO THE CHINATI SERVICE STATION ON THE RIGHT,
 BB0339'CONTINUE ON THE MAIN ROAD 0.7 MILE TO A SMALL WASH, LEAVE
 BB0339'MAIN ROAD HERE AND TURN SHARP LEFT ON A DIM TRAIL AND FOLLOW
 BB0339'IT UP VALLEY IN AN EASTERLY DIRECTION 0.15 MILE TO A FORK
 BB0339'IN VALLEY.  PACK UP IN THE LEFT VALLEY ABOUT 200 YARDS AND
 BB0339'TURN LEFT UP RIDGE TO STATION.
 BB0339'
 BB0339'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN IRON
 BB0339'PIPE.
 BB0339'
 BB0339'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BB0339'IT IS JUST EAST OF ROAD AT A POINT
 BB0339'WHERE ROAD CROSSES VALLEY WHICH RUNS EAST TOWARD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0194 ***********************************************************************
 BB0194  DESIGNATION -  RODERIGO AZ MK
 BB0194  PID         -  BB0194
 BB0194  STATE/COUNTY-  TX/PRESIDIO
 BB0194  USGS QUAD   -  LAS CONCHAS (1980)
 BB0194
 BB0194                         *CURRENT SURVEY CONTROL
 BB0194  ___________________________________________________________________
 BB0194* NAD 83(1986)-  29 53 53.     (N)    104 39 11.     (W)     SCALED    
 BB0194* NAVD 88     -       834.512  (meters)    2737.89   (feet)  POSTED    
 BB0194  ___________________________________________________________________
 BB0194  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BB0194  DYNAMIC HT  -         833.150 (meters)    2733.43  (feet)  COMP
 BB0194  MODELED GRAV-     978,981.2   (mgal)                       NAVD 88
 BB0194
 BB0194  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0194
 BB0194.The horizontal coordinates were scaled from a topographic map and have
 BB0194.an estimated accuracy of +/- 6 seconds.
 BB0194
 BB0194.The orthometric height was determined by differential leveling
 BB0194.and adjusted by the National Geodetic Survey in 1992..
 BB0194.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0194.rate of 1.1 thru 2.0 mm/km.
 BB0194
 BB0194.The geoid height was determined by GEOID03.
 BB0194
 BB0194.The dynamic height is computed by dividing the NAVD 88
 BB0194.geopotential number by the normal gravity value computed on the
 BB0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0194.degrees latitude (g = 980.6199 gals.).
 BB0194
 BB0194.The modeled gravity was interpolated from observed gravity values.
 BB0194
 BB0194;                    North         East    Units  Estimated Accuracy
 BB0194;SPC TXSC     - 4,242,020.       54,260.      MT  (+/- 180 meters Scaled)
 BB0194
 BB0194                          SUPERSEDED SURVEY CONTROL
 BB0194
 BB0194  NGVD 29 (??/??/92)  834.042  (m)         2736.35   (f) ADJ UNCH    2 0
 BB0194
 BB0194.Superseded values are not recommended for survey control.
 BB0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0194.See file dsdata.txt to determine how the superseded data were derived.
 BB0194
 BB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP334075(NAD 83)
 BB0194_MARKER: DZ = AZIMUTH MARK DISK
 BB0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0194_STAMPING: RODERIGO AZIMUTH 1934
 BB0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0194+STABILITY: SURFACE MOTION
 BB0194
 BB0194  HISTORY     - Date     Condition        Report By
 BB0194  HISTORY     - 1934     MONUMENTED       CGS
 BB0194  HISTORY     - 1943     GOOD             NGS
 BB0194  HISTORY     - 19740614 MARK NOT FOUND   NGS
 BB0194
 BB0194                          STATION DESCRIPTION
 BB0194
 BB0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BB0194'6.4 MI SE FROM RUIDOSA.
 BB0194'THIS MARK IS 6.4 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0194'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 0.7 MILE SOUTHEAST OF A
 BB0194'RANCH, AT A POINT WHERE THE ROAD CROSSES A VALLEY, WHICH RUNS
 BB0194'EAST-WEST, 13.0 FEET EAST OF THE CENTERLINE OF THE ROAD, JUST SOUTH OF
 BB0194'A SMALL WASH, PROJECTING 10-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF
 BB0194'A WHITE REFERENCE POST.
 BB0194
 BB0194                          STATION RECOVERY (1974)
 BB0194
 BB0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BB0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6745 ***********************************************************************
 AW6745  DESIGNATION -  RODGERS
 AW6745  PID         -  AW6745
 AW6745  STATE/COUNTY-  TX/HARRIS
 AW6745  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6745
 AW6745                         *CURRENT SURVEY CONTROL
 AW6745  ___________________________________________________________________
 AW6745* NAD 83(1993)-  29 45 00.90377(N)    095 28 47.08764(W)     ADJUSTED  
 AW6745* NAVD 88     -        20.1    (meters)      66.     (feet)  VERTCON   
 AW6745  ___________________________________________________________________
 AW6745  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6745  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW6745
 AW6745  HORZ ORDER  -  FIRST
 AW6745
 AW6745.The horizontal coordinates were established by classical geodetic methods
 AW6745.and adjusted by the National Geodetic Survey in February 1996..
 AW6745
 AW6745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6745
 AW6745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6745
 AW6745.The geoid height was determined by GEOID03.
 AW6745
 AW6745;                    North         East     Units Scale Factor Converg.
 AW6745;SPC TXSC     - 4,217,570.469   940,414.362   MT  0.99988943   +1 43 28.6
 AW6745;SPC TXSC     -13,837,145.78  3,085,342.79   sFT  0.99988943   +1 43 28.6
 AW6745;UTM  15      - 3,293,687.703   260,199.317   MT  1.00030956   -1 13 51.9
 AW6745
 AW6745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6745!SPC TXSC     -   1.00000115  x   0.99988943  =   0.99989058
 AW6745!UTM  15      -   1.00000115  x   1.00030956  =   1.00031071
 AW6745
 AW6745|---------------------------------------------------------------------|
 AW6745| PID    Reference Object                     Distance      Geod. Az  |
 AW6745|                                                           dddmmss.s |
 AW6745| CV6734 RODGERS RM 2                         24.994 METERS 10341     |
 AW6745| CV6732 RODGERS AZ MK                                      1753415.6 |
 AW6745| CV6733 RODGERS RM 1                         27.809 METERS 33405     |
 AW6745|---------------------------------------------------------------------|
 AW6745
 AW6745                          SUPERSEDED SURVEY CONTROL
 AW6745
 AW6745  NAD 83(1986)-  29 45 00.91807(N)    095 28 47.06901(W) AD(       ) 1
 AW6745  NAD 27      -  29 45 00.09382(N)    095 28 46.27997(W) AD(       ) 1
 AW6745  NGVD 29 (07/19/86)   20.1    (m)           66.     (f) VERT ANG       
 AW6745
 AW6745.Superseded values are not recommended for survey control.
 AW6745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6745.See file dsdata.txt to determine how the superseded data were derived.
 AW6745
 AW6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6019993688(NAD 83)
 AW6745_MARKER: DS = TRIANGULATION STATION DISK
 AW6745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6745
 AW6745  HISTORY     - Date     Condition        Report By
 AW6745  HISTORY     - 1968     MONUMENTED       CGS
 AW6745
 AW6745                          STATION DESCRIPTION
 AW6745
 AW6745'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6745'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE T.H. ROGERS
 AW6745'JUNIOR HIGH SCHOOL PROPERTY, AT 5840 SAN FELIPE ROAD, ABOUT 7
 AW6745'MILES WEST OF THE CENTER OF HOUSTON AND IN THE NORTHWEST ANGLE OF
 AW6745'THE INTERSECTION OF SAN FELIPE ROAD AND BERING DRIVE.
 AW6745'
 AW6745'THE STATION MARK IS A STANDARD DISK STAMPED RODGERS 1968, SET IN THE
 AW6745'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6745'THE GROUND.  IT IS 110.7 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 AW6745'CORNER OF THE T.H. ROGERS JUNIOR HIGH SCHOOL BUILDING, 66 FEET
 AW6745'NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANES OF SAN FELIPE
 AW6745'ROAD, 58 FEET WEST OF THE CENTER OF BERING DRIVE, 49 FEET
 AW6745'SOUTHEAST OF A FLAG POLE AND 37.2 FEET WEST-NORTHWEST OF THE CENTER
 AW6745'OF A MANHOLE COVER IN A SIDEWALK.
 AW6745'
 AW6745'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RODGERS NO 1 1968,
 AW6745'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK, FLUSH.  IT IS 72.1
 AW6745'FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 AW6745'54.8 FEET NORTH OF THE FLAG POLE AND 34 FEET SOUTH OF THE SOUTH
 AW6745'CURBING OF A PARKING AREA.
 AW6745'
 AW6745'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RODGERS NO 2 1968,
 AW6745'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE STORM
 AW6745'DRAIN, FLUSH.  THE DRAIN PROJECTS ABOUT 8 INCHES ABOVE THE EASTERN
 AW6745'ROAD SURFACE.  IT IS 21.4 FEET NORTH OF THE CENTER OF A MANHOLE
 AW6745'COVER IN THE ROAD, 21 FEET EAST OF THE CENTER OF BERING DRIVE AND
 AW6745'20 FEET NORTHWEST OF A POWER LINE POLE.
 AW6745'
 AW6745'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RODGERS 1968, SET IN
 AW6745'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6745'WITH THE GROUND.  IT IS 28 FEET EAST OF THE CENTER OF BERING DRIVE,
 AW6745'23 FEET NORTH OF THE CENTER OF A DRIVEWAY, 3 FEET NORTH OF POWER
 AW6745'LINE POLE NUMBER 224 21 AND 2.2 FEET NORTH OF A METAL WITNESS
 AW6745'POST.
 AW6745'
 AW6745'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON BERING DRIVE
 AW6745'FOR 0.25 MILE TO THE MARK ON THE LEFT, JUST BEFORE REACHING A
 AW6745'DRIVEWAY INTO THE BERING DRIVE CHURCH OF CHRIST WHICH IS ON THE
 AW6745'RIGHT.
 AW6745'
 AW6745'NOTE--NO MEASUREMENTS BETWEEN R.M.S DUE TO HEAVY TRAFFIC.
 AW6745'
 AW6745'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4287 ***********************************************************************
 DF4287  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4287  DESIGNATION -  RODS COOP CORS ARP
 DF4287  CORS_ID     -  RODS
 DF4287  PID         -  DF4287
 DF4287  STATE/COUNTY-  TX/HARRIS
 DF4287  USGS QUAD   -  TOMBALL (1979)
 DF4287
 DF4287                         *CURRENT SURVEY CONTROL
 DF4287  ___________________________________________________________________
 DF4287* NAD 83(CORS)-  30 04 20.45404(N)    095 31 36.45819(W)     ADJUSTED  
 DF4287* NAVD 88     -                                                        
 DF4287  ___________________________________________________________________
 DF4287  EPOCH DATE  -        2002.00
 DF4287  X           -    -532,048.067 (meters)                     COMP
 DF4287  Y           -  -5,498,576.952 (meters)                     COMP
 DF4287  Z           -   3,177,325.735 (meters)                     COMP
 DF4287  ELLIP HEIGHT-          17.92  (meters)          (02/??/05) GPS OBS
 DF4287  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF4287
 DF4287  HORZ ORDER  -  SPECIAL (CORS)
 DF4287  ELLP ORDER  -  SPECIAL (CORS)
 DF4287
 DF4287.ITRF positions are available for this station.
 DF4287.The coordinates were established by GPS observations
 DF4287.and adjusted by the National Geodetic Survey in February 2005..
 DF4287.The coordinates are valid at the epoch date displayed above.
 DF4287.The epoch date for horizontal control is a decimal equivalence
 DF4287.of Year/Month/Day.
 DF4287
 DF4287
 DF4287.The PID for the CORS L1 Phase Center is DF4288.
 DF4287
 DF4287.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4287
 DF4287.The ellipsoidal height was determined by GPS observations
 DF4287.and is referenced to NAD 83.
 DF4287
 DF4287.The geoid height was determined by GEOID03.
 DF4287
 DF4287;                    North         East     Units Scale Factor Converg.
 DF4287;SPC TXSC     - 4,253,120.455   934,806.036   MT  0.99994586   +1 42 05.6
 DF4287;SPC TXSC     -13,953,779.36  3,066,942.80   sFT  0.99994586   +1 42 05.6
 DF4287
 DF4287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4287!SPC TXSC     -   0.99999719  x   0.99994586  =   0.99994305
 DF4287
 DF4287                          SUPERSEDED SURVEY CONTROL
 DF4287
 DF4287  NAD 83(CORS)-  30 04 20.45392(N)    095 31 36.45836(W) AD(2002.00) c
 DF4287  ELLIP H (03/??/03)   17.98   (m)                       GP(2002.00) c c
 DF4287
 DF4287.Superseded values are not recommended for survey control.
 DF4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4287.See file dsdata.txt to determine how the superseded data were derived.
 DF4287
 DF4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5643429495(NAD 83)
 DF4287_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4287
 DF4287                          STATION DESCRIPTION
 DF4287
 DF4287'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DF4287'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF4287'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF4287'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF4287'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF4287'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4288 ***********************************************************************
 DF4288  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4288  DESIGNATION -  RODS COOP CORS L1 PHASE CENTER
 DF4288  CORS_ID     -  RODS
 DF4288  PID         -  DF4288
 DF4288  STATE/COUNTY-  TX/HARRIS
 DF4288  USGS QUAD   -  TOMBALL (1979)
 DF4288
 DF4288                         *CURRENT SURVEY CONTROL
 DF4288  ___________________________________________________________________
 DF4288* NAD 83(CORS)-  30 04 20.45405(N)    095 31 36.45817(W)     ADJUSTED  
 DF4288* NAVD 88     -                                                        
 DF4288  ___________________________________________________________________
 DF4288  EPOCH DATE  -        2002.00
 DF4288  X           -    -532,048.072 (meters)                     COMP
 DF4288  Y           -  -5,498,577.012 (meters)                     COMP
 DF4288  Z           -   3,177,325.771 (meters)                     COMP
 DF4288  ELLIP HEIGHT-          17.99  (meters)          (02/??/05) GPS OBS
 DF4288  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF4288
 DF4288  HORZ ORDER  -  SPECIAL (CORS)
 DF4288  ELLP ORDER  -  SPECIAL (CORS)
 DF4288
 DF4288.ITRF positions are available for this station.
 DF4288.The coordinates were established by GPS observations
 DF4288.and adjusted by the National Geodetic Survey in February 2005..
 DF4288.The coordinates are valid at the epoch date displayed above.
 DF4288.The epoch date for horizontal control is a decimal equivalence
 DF4288.of Year/Month/Day.
 DF4288
 DF4288
 DF4288.The PID for the CORS ARP is DF4287.
 DF4288
 DF4288.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4288
 DF4288.The ellipsoidal height was determined by GPS observations
 DF4288.and is referenced to NAD 83.
 DF4288
 DF4288.The geoid height was determined by GEOID03.
 DF4288
 DF4288;                    North         East     Units Scale Factor Converg.
 DF4288;SPC TXSC     - 4,253,120.455   934,806.036   MT  0.99994586   +1 42 05.6
 DF4288;SPC TXSC     -13,953,779.36  3,066,942.80   sFT  0.99994586   +1 42 05.6
 DF4288
 DF4288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4288!SPC TXSC     -   0.99999717  x   0.99994586  =   0.99994303
 DF4288
 DF4288                          SUPERSEDED SURVEY CONTROL
 DF4288
 DF4288  NAD 83(CORS)-  30 04 20.45393(N)    095 31 36.45834(W) AD(2002.00) c
 DF4288  ELLIP H (03/??/03)   18.06   (m)                       GP(2002.00) c c
 DF4288
 DF4288.Superseded values are not recommended for survey control.
 DF4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4288.See file dsdata.txt to determine how the superseded data were derived.
 DF4288
 DF4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5643429495(NAD 83)
 DF4288_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF4288
 DF4288                          STATION DESCRIPTION
 DF4288
 DF4288'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF4288'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF4288'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF4288'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF4288'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF4288'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8388 ***********************************************************************
 AH8388  DESIGNATION -  ROGAN
 AH8388  PID         -  AH8388
 AH8388  STATE/COUNTY-  TX/ARANSAS
 AH8388  USGS QUAD   -  LAMAR (1979)
 AH8388
 AH8388                         *CURRENT SURVEY CONTROL
 AH8388  ___________________________________________________________________
 AH8388* NAD 83(1993)-  28 08 05.04295(N)    097 00 21.43915(W)     ADJUSTED  
 AH8388* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AH8388  ___________________________________________________________________
 AH8388  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH8388  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AH8388
 AH8388  HORZ ORDER  -  THIRD
 AH8388
 AH8388.The horizontal coordinates were established by classical geodetic methods
 AH8388.and adjusted by the National Geodetic Survey in August 1998..
 AH8388
 AH8388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8388
 AH8388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8388
 AH8388.The geoid height was determined by GEOID03.
 AH8388
 AH8388;                    North         East     Units Scale Factor Converg.
 AH8388;SPC TXSC     - 4,035,075.772   795,899.763   MT  1.00008063   +0 58 36.9
 AH8388;SPC TXSC     -13,238,411.10  2,611,214.47   sFT  1.00008063   +0 58 36.9
 AH8388;UTM  14      - 3,113,735.078   695,837.214   MT  1.00007337   +0 56 26.1
 AH8388
 AH8388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8388!SPC TXSC     -   1.00000406  x   1.00008063  =   1.00008469
 AH8388!UTM  14      -   1.00000406  x   1.00007337  =   1.00007743
 AH8388
 AH8388                          SUPERSEDED SURVEY CONTROL
 AH8388
 AH8388  NGVD 29 (08/21/98)    1.2    (m)            4.     (f) VERT ANG       
 AH8388
 AH8388.Superseded values are not recommended for survey control.
 AH8388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8388.See file dsdata.txt to determine how the superseded data were derived.
 AH8388
 AH8388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9583713735(NAD 83)
 AH8388_MARKER: DD = SURVEY DISK
 AH8388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8388_STAMPING: ROGAN 1989
 AH8388_MARK LOGO: NOS   
 AH8388_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8388+STABILITY: SURFACE MOTION
 AH8388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8388+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8388
 AH8388  HISTORY     - Date     Condition        Report By
 AH8388  HISTORY     - 1989     MONUMENTED       NOS
 AH8388
 AH8388                          STATION DESCRIPTION
 AH8388
 AH8388'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8388'THE STATION IS LOCATED NEAR THE SOUTHERN TIP OF THE LAMAR PENINSULA AT
 AH8388'THE ENTRANCE TO THE SEA GUN MARINA, APPROXIMATELY 0.2 MILE ESE FROM
 AH8388'THE TEXAS HIGHWAY 35 BRIDGE OVER COPANO BAY. TO REACH THE STATION FROM
 AH8388'THE SEA GUN MARINA CROSS THE CANAL TO A SPIT OF LAND AT THE CANAL
 AH8388'ENTRANCE. THE STATION IS A BRONZE DISK SET INTO THE TOP OF A ROUND
 AH8388'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE CONCRETE.  IT IS
 AH8388'STAMPED---ROGAN 1989---, AND IS LOCATED 14.5 METERS SOUTH FROM THE
 AH8388'SOUTH BULKHEAD AT THE SEA GUN MARINA, 6 METERS NORTH FROM THE MHWL OF
 AH8388'THE BAY, AND 1.5 METERS SW FROM A SIGN READING NO DUMPING 200.00 FINE.
 AH8388'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1560 ***********************************************************************
 AH1560  DESIGNATION -  ROGERS
 AH1560  PID         -  AH1560
 AH1560  STATE/COUNTY-  TX/NUECES
 AH1560  USGS QUAD   -  ANNAVILLE (1975)
 AH1560
 AH1560                         *CURRENT SURVEY CONTROL
 AH1560  ___________________________________________________________________
 AH1560* NAD 83(1993)-  27 46 53.07460(N)    097 37 09.38359(W)     ADJUSTED  
 AH1560* NAVD 88     -        19.2    (meters)      63.     (feet)  VERTCON   
 AH1560  ___________________________________________________________________
 AH1560  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AH1560  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH1560
 AH1560  HORZ ORDER  -  THIRD
 AH1560
 AH1560.The horizontal coordinates were established by classical geodetic methods
 AH1560.and adjusted by the National Geodetic Survey in February 1996..
 AH1560
 AH1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1560
 AH1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1560
 AH1560.The geoid height was determined by GEOID03.
 AH1560
 AH1560;                    North         East     Units Scale Factor Converg.
 AH1560;SPC TX S     - 5,234,606.130   386,802.305   MT  0.99998727   +0 23 59.5
 AH1560;SPC TX S     -17,173,870.28  1,269,033.90   sFT  0.99998727   +0 23 59.5
 AH1560;UTM  14      - 3,073,752.469   636,037.001   MT  0.99982842   +0 38 37.2
 AH1560
 AH1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1560!SPC TX S     -   1.00000115  x   0.99998727  =   0.99998842
 AH1560!UTM  14      -   1.00000115  x   0.99982842  =   0.99982957
 AH1560
 AH1560:                Primary Azimuth Mark                     Grid Az
 AH1560:SPC TX S     -  CORPUS CHRISTI COLORED CH SP             084 34 08.3
 AH1560:UTM  14      -  CORPUS CHRISTI COLORED CH SP             084 19 30.6
 AH1560
 AH1560|---------------------------------------------------------------------|
 AH1560| PID    Reference Object                     Distance      Geod. Az  |
 AH1560|                                                           dddmmss.s |
 AH1560| AH1376 CORPUS CHRISTI COLORED CH SP        APPROX.22.0 KM 0845807.8 |
 AH1560| AH1379 CORPUS CHRISTI CATH CH SPIRE        APPROX.21.9 KM 0852306.7 |
 AH1560| AH1343 CORPUS                              APPROX.20.8 KM 0874222.3 |
 AH1560| AH1562 ROBSTOWN RAILROAD WATER TANK        APPROX. 4.3 KM 2772140.0 |
 AH1560| CV2918 ROGERS RM                                          35921     |
 AH1560|---------------------------------------------------------------------|
 AH1560
 AH1560                          SUPERSEDED SURVEY CONTROL
 AH1560
 AH1560  NAD 83(1986)-  27 46 53.08093(N)    097 37 09.36264(W) AD(       ) 3
 AH1560  NAD 27      -  27 46 51.98600(N)    097 37 08.38300(W) AD(       ) 3
 AH1560  NGVD 29 (07/19/86)   19.3    (m)           63.     (f) VERT ANG       
 AH1560
 AH1560.Superseded values are not recommended for survey control.
 AH1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1560.See file dsdata.txt to determine how the superseded data were derived.
 AH1560
 AH1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3603773752(NAD 83)
 AH1560_MARKER: N = NAIL
 AH1560_SETTING: 0 = UNSPECIFIED SETTING
 AH1560
 AH1560  HISTORY     - Date     Condition        Report By
 AH1560  HISTORY     - 1905     MONUMENTED       CGS
 AH1560  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1560  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1560  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1560
 AH1560                          STATION DESCRIPTION
 AH1560
 AH1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (HDK)
 AH1560'ONE FOURTH MILE S OF ROGERS RAILWAY STATION ON THE TEXAS MEXICAN
 AH1560'RAILWAY, 15.79 METERS (51.8 FEET) E OF THE BOARD FENCE WHICH
 AH1560'IS ON THE E LINE OF THE DRISCOLL RANCH, 8.3 METERS (27 FEET)
 AH1560'E OF CENTER OF ROAD LEADING S FROM ROGERS, AND 3 MILES BY
 AH1560'WAGON ROAD OR RAILROAD E OF ROBSTOWN, THE JUNCTION POINT OF
 AH1560'THE MEXICAN NATIONAL AND THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH1560'RAILWAYS.
 AH1560'
 AH1560'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE NAILS IN TERRA-COTTA
 AH1560'PIPES SET IN CONCRETE.
 AH1560'
 AH1560'UNDERGROUND MARK IS 2-1/2 FEET BELOW THE SURFACE.
 AH1560'
 AH1560'REFERENCE MARK IS 8.3 METERS (27 FEET) E OF CENTER OF ROAD,
 AH1560'15.67 METERS (51.4 FEET) E OF DRISCOLL RANCH LINE FENCE,
 AH1560'AND 25.76 METERS (84.5 FEET) FROM THE STATION, N 00 DEG 39 MIN W.
 AH1560'
 AH1560'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION--SW
 AH1560'GABLE OF SECTION HOUSE, 1/4 MILE, N 49 DEG 19 MIN W.
 AH1560'ROGERS STOCK PENS, N POST OF CHUTE, N 04 DEG 27 MIN W.
 AH1560'WINDMILL AT RAILWAY CROSSING, 2-1/2 MILES, N 84 DEG 21 MIN E.
 AH1560'WINDMILL, 1-1/2 MILES, S 84 DEG 26 MIN E.  WINDMILL,
 AH1560'1/4 MILE, S 30 DEG 01 MIN E.  IN 1930 A THROUGH SEARCH
 AH1560'REVEALED NOTHING BUT SOME FRAGMENTS OF CONCRETE IN THE VICINITY
 AH1560'OF THE STATION AND REFERENCE MARK.
 AH1560'
 AH1560'THE UNDERGROUND MARK IS PROBABLY STILL IN PLACE, BUT THE
 AH1560'GROUND WAS TOO HARD FOR PRODDING, AND IT CAN BE RELOCATED
 AH1560'ONLY BY TRIANGULATION.
 AH1560'
 AH1560'IN 1930 STATION SITE WAS IN COTTON FIELD, 20 YARDS E OF ROAD.
 AH1560'SITE OF REFERENCE MARK WAS IN SW CORNER OF SMALL PASTURE,
 AH1560'N OF A COTTON FIELD.  ENTIRE AREA IS SUBJECT TO CULTIVATION.
 AH1560
 AH1560                          STATION RECOVERY (1949)
 AH1560
 AH1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1560'THE STATION WAS NOT RECOVERED.  INVESTIGATION SHOWS THE
 AH1560'STATION TO BE IN A CULTIVATED FIELD OF GROWING CROPS.  AS
 AH1560'DAMAGES WOULD RESULT, A COMPLETE RECOVERY WAS NOT MADE.
 AH1560
 AH1560                          STATION RECOVERY (1949)
 AH1560
 AH1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1560'THE AREA WAS THOROUGHLY SEARCHED BY THE TWO-MAN PARTY, BUT NO
 AH1560'TRACE OF THE STATION WAS FOUND.  THE DISTANCE GIVEN FROM THE
 AH1560'CENTERLINE OF THE ROAD FALLS IN THE DITCH ALONGSIDE THE ROAD.
 AH1560'THE ROAD IS NOW MACADAM SURFACED AND THE STATION WAS PROBABLY
 AH1560'DESTROYED DURING ROAD CONSTRUCTION.
 AH1560
 AH1560                          STATION RECOVERY (2001)
 AH1560
 AH1560'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0855 ***********************************************************************
 BM0855  DESIGNATION -  ROGERS
 BM0855  PID         -  BM0855
 BM0855  STATE/COUNTY-  TX/BELL
 BM0855  USGS QUAD   -  LITTLE RIVER (1978)
 BM0855
 BM0855                         *CURRENT SURVEY CONTROL
 BM0855  ___________________________________________________________________
 BM0855* NAD 83(1993)-  30 56 57.06071(N)    097 16 13.58628(W)     ADJUSTED  
 BM0855* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 BM0855  ___________________________________________________________________
 BM0855  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 BM0855  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BM0855
 BM0855  HORZ ORDER  -  FIRST
 BM0855
 BM0855.The horizontal coordinates were established by classical geodetic methods
 BM0855.and adjusted by the National Geodetic Survey in February 1996..
 BM0855
 BM0855.The orthometric height was scaled from a topographic map.
 BM0855
 BM0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0855
 BM0855.The geoid height was determined by GEOID03.
 BM0855
 BM0855;                    North         East     Units Scale Factor Converg.
 BM0855;SPC TX C     - 3,146,201.776   992,602.848   MT  0.99988216   +1 34 39.3
 BM0855;SPC TX C     -10,322,163.66  3,256,564.51   sFT  0.99988216   +1 34 39.3
 BM0855;UTM  14      - 3,425,252.866   665,213.621   MT  0.99993670   +0 53 22.8
 BM0855
 BM0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0855!SPC TX C     -   0.99997230  x   0.99988216  =   0.99985447
 BM0855!UTM  14      -   0.99997230  x   0.99993670  =   0.99990901
 BM0855
 BM0855|---------------------------------------------------------------------|
 BM0855| PID    Reference Object                     Distance      Geod. Az  |
 BM0855|                                                           dddmmss.s |
 BM0855| CV6141 ROGERS RM 2                          28.003 METERS 01338     |
 BM0855| BM0850 ROGERS CITY WATER TANK              APPROX. 5.3 KM 1234356.6 |
 BM0855| CV6140 ROGERS RM 1                          12.349 METERS 28532     |
 BM0855| CV6139 ROGERS AZ MK                                       2952726.2 |
 BM0855| BZ1323 BELTON BRAZOS ELEC PWR RAD MST      APPROX.21.8 KM 3085427.4 |
 BM0855| BZ1324 TEMPLE RADIO STATION KTEM MAST      APPROX.17.9 KM 3164651.4 |
 BM0855| BZ1314 TEMPLE CITY SW WATER TANK           APPROX.16.6 KM 3324256.2 |
 BM0855| BZ1315 TEMPLE SCOTT WH HOSP LNDRY STK      APPROX.17.3 KM 3353553.6 |
 BM0855|---------------------------------------------------------------------|
 BM0855
 BM0855                          SUPERSEDED SURVEY CONTROL
 BM0855
 BM0855  NAD 83(1986)-  30 56 57.06932(N)    097 16 13.56948(W) AD(       ) 1
 BM0855  NAD 27      -  30 56 56.40800(N)    097 16 12.57600(W) AD(       ) 1
 BM0855
 BM0855.Superseded values are not recommended for survey control.
 BM0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0855.See file dsdata.txt to determine how the superseded data were derived.
 BM0855
 BM0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6521425253(NAD 83)
 BM0855_MARKER: DS = TRIANGULATION STATION DISK
 BM0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0855
 BM0855  HISTORY     - Date     Condition        Report By
 BM0855  HISTORY     - 1943     MONUMENTED       CGS
 BM0855  HISTORY     - 1961     GOOD             CGS
 BM0855  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0855  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BM0855
 BM0855                          STATION DESCRIPTION
 BM0855
 BM0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0855'THE STATION IS LOCATED ABOUT 2.5 MILES NW OF ROGERS, 10.0
 BM0855'MILES NE OF HOLLAND, AND 13.0 MILES SE OF TEMPLE, ON A SMALL
 BM0855'ROUND-TOPPED HILL, AND ON PROPERTY OWNED BY LESTER LOWHORN OF
 BM0855'TEMPLE.  IT IS 42 FEET S OF AN E-W FENCE LINE, 92 FEET W
 BM0855'OF N-S FENCE LINE, AND 110 FEET W OF THE CENTER OF THE GRAVEL
 BM0855'ROAD.  THE DISK IS STAMPED ROGERS 1943, AND PROJECTS 4 INCHES.
 BM0855'
 BM0855'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0855'DISKS SET IN CONCRETE.
 BM0855'
 BM0855'REFERENCE MARK NO. 1 IS N OF THE STATION, 1 FOOT S OF THE
 BM0855'E-W FENCE LINE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 BM0855'THE DISK IS STAMPED ROGERS NO. 1, 1943 AND PROJECTS 4 INCHES.
 BM0855'
 BM0855'REFERENCE MARK NO. 2 IS E OF THE STATION, 30 FEET W OF
 BM0855'THE GRAVEL ROAD, AND 1 FOOT W OF THE N-S FENCE LINE, AND
 BM0855'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.  THE DISK
 BM0855'IS STAMPED ROGERS NO. 2, 1943 AND PROJECTS 4 INCHES.
 BM0855'
 BM0855'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, 30 FEET
 BM0855'S OF THE C.H. WILLMETT MAIL BOX, 20 FEET E OF THE CENTER OF
 BM0855'THE GRAVEL ROAD, AND 1 FOOT W OF THE N-S FENCE LINE.  THE
 BM0855'DISK IS STAMPED ROGERS 1943, AND PROJECTS 4 INCHES.  TO REACH
 BM0855'FROM THE BOARD GATE LEADING INTO THE PASTURE FIELD.  GO N ON
 BM0855'GRAVEL ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 BM0855'
 BM0855'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE TOWN OF
 BM0855'ROGERS.  GO NW ON U.S. HIGHWAY 190 FOR 0.8 MILE TO A GRAVEL
 BM0855'FORK LEFT.  BEAR LEFT ON GRAVEL ROAD AND CONTINUE N FOR 2.1
 BM0855'MILES TO A BOARD GATE ON THE LEFT.  PASS THROUGH THE GATE, TURN
 BM0855'SHARP RIGHT ALONG FENCE LINE FOR 0.05 MILE TO THE HIGHEST POINT
 BM0855'OF THE RIDGE AND STATION.
 BM0855'
 BM0855'NOTE--A 37-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BM0855'
 BM0855'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BM0855
 BM0855                          STATION RECOVERY (1961)
 BM0855
 BM0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BM0855'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 BM0855'AND THE AZIMUTH MARK WERE RECOVERED AND WERE FOUND TO BE IN
 BM0855'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS
 BM0855'FOUND TO BE .03 FOOT LONGER THAN THE 1943 MEASUREMENT.  THE
 BM0855'DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE .10 FOOT LONGER
 BM0855'THAN THE 1943 MEASUREMENT.  THE DIRECTION TO REFERENCE MARK NO.
 BM0855'1 AND THE AZIMUTH MARK WERE VERIFIED.  THE DIRECTION TO
 BM0855'REFERENCE MARK NO. 2 MISSED THE 1943 DIRECTION BY 4 MINUTES.
 BM0855'
 BM0855'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 BM0855'
 BM0855'THE STATION IS APPROXIMATELY 13 MILES SOUTHEAST OF TEMPLE,
 BM0855'10 MILES NORTHEAST OF HOLLAND, 2-1/2 MILES NORTHWEST OF ROGERS,
 BM0855'NEAR THE WEST SIDE OF A SMALL ROUND-TOPPED HILL AND ON PROPERTY
 BM0855'OWNED BY MR. LESTER LOWHORN OF TEMPLE.
 BM0855'
 BM0855'TO REACH THE STATION FROM THE CAUTION LIGHT IN ROGERS, GO
 BM0855'NORTH ON STATE HIGHWAY 36 FOR 0.8 MILE TO A ROAD FORK.  BEAR
 BM0855'LEFT AND GO NORTHWEST AND WEST ON A GRAVEL ROAD FOR 2.1 MILES
 BM0855'TO THE TOP OF A GRADE AND A METAL GATE ON THE LEFT.  BEAR
 BM0855'LEFT, PASS THROUGH THE GATE AND THEN TURN RIGHT AND GO WESTERLY
 BM0855'ON A TRACK ROAD FOR 0.05 MILE TO THE HIGHEST PART OF THE HILL
 BM0855'AND THE STATION.
 BM0855'
 BM0855'STATION MARK, A STANDARD DISK STAMPED ROGERS 1943, IS SET
 BM0855'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 120
 BM0855'FEET SOUTH OF THE GRAVEL ROAD, 92 FEET SOUTH OF AN EAST-WEST
 BM0855'FENCE, 41 FEET EAST OF A NORTH-SOUTH FENCE AND 9 FEET NORTHEAST
 BM0855'OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED
 BM0855'BY THIS PARTY.
 BM0855'
 BM0855'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROGERS NO 1
 BM0855'1943, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 BM0855'INCHES.  IT IS 1 FOOT EAST OF THE NORTH-SOUTH FENCE AND
 BM0855'IS THE SAME ELEVATION AS THE STATION.
 BM0855'
 BM0855'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROGERS NO 2
 BM0855'1943, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 BM0855'IT IS 30 FEET SOUTH OF THE GRAVEL ROAD, 1 FOOT SOUTH OF THE
 BM0855'EAST-WEST FENCE AND IS APPROXIMATELY 3 FEET LOWER IN ELEVATION
 BM0855'THAN THE STATION.
 BM0855'
 BM0855'AZIMUTH MARK, A STANDARD DISK STAMPED ROGERS 1943, IS SET IN A
 BM0855'SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 23 FEET
 BM0855'NORTH OF THE CENTER OF THE GRAVEL ROAD, 2 FEET SOUTH OF A
 BM0855'T-FENCE CORNER AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 BM0855'
 BM0855'TO REACH THE AZIMUTH MARK FROM THE METAL GATE MENTIONED ABOVE,
 BM0855'GO WESTERLY ON THE GRAVEL ROAD FOR 0.05 MILE TO A SIDE ROAD ON
 BM0855'THE RIGHT.  CONTINUE STRAIGHT AHEAD, WESTERLY, ON THE GRAVEL
 BM0855'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BM0855'
 BM0855'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 BM0855'
 BM0855'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BM0855
 BM0855                          STATION RECOVERY (2001)
 BM0855
 BM0855'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0855'MARK NOT FOUND.
 BM0855
 BM0855                          STATION RECOVERY (2003)
 BM0855
 BM0855'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BM0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1164 ***********************************************************************
 CR1164  DESIGNATION -  ROGERS
 CR1164  PID         -  CR1164
 CR1164  STATE/COUNTY-  TX/RUSK
 CR1164  USGS QUAD   -  PRICE (1973)
 CR1164
 CR1164                         *CURRENT SURVEY CONTROL
 CR1164  ___________________________________________________________________
 CR1164* NAD 83(1993)-  32 12 44.61034(N)    094 52 44.05857(W)     ADJUSTED  
 CR1164* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 CR1164  ___________________________________________________________________
 CR1164  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CR1164  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1164
 CR1164  HORZ ORDER  -  FIRST
 CR1164
 CR1164.The horizontal coordinates were established by classical geodetic methods
 CR1164.and adjusted by the National Geodetic Survey in February 1996..
 CR1164
 CR1164.The orthometric height was scaled from a topographic map.
 CR1164
 CR1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1164
 CR1164.The geoid height was determined by GEOID03.
 CR1164
 CR1164;                    North         East     Units Scale Factor Converg.
 CR1164;SPC TXNC     - 2,066,399.709   941,302.770   MT  0.99997904   +1 58 29.7
 CR1164;SPC TXNC     - 6,779,513.05  3,088,257.50   sFT  0.99997904   +1 58 29.7
 CR1164;SPC TX C     - 3,294,836.020 1,214,062.359   MT  1.00010499   +2 48 33.7
 CR1164;SPC TX C     -10,809,807.84  3,983,136.26   sFT  1.00010499   +2 48 33.7
 CR1164;UTM  15      - 3,565,526.156   322,923.883   MT  0.99998669   -1 00 06.6
 CR1164
 CR1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1164!SPC TXNC     -   0.99997683  x   0.99997904  =   0.99995587
 CR1164!SPC TX C     -   0.99997683  x   1.00010499  =   1.00008181
 CR1164!UTM  15      -   0.99997683  x   0.99998669  =   0.99996352
 CR1164
 CR1164:                Primary Azimuth Mark                     Grid Az
 CR1164:SPC TXNC     -  KILGORE E MUNICIPAL TANK                 002 23 17.7
 CR1164:SPC TX C     -  KILGORE E MUNICIPAL TANK                 001 33 13.7
 CR1164:UTM  15      -  KILGORE E MUNICIPAL TANK                 005 21 54.0
 CR1164
 CR1164|---------------------------------------------------------------------|
 CR1164| PID    Reference Object                     Distance      Geod. Az  |
 CR1164|                                                           dddmmss.s |
 CR1164| CR1167 KILGORE E MUNICIPAL TANK            APPROX.19.0 KM 0042147.4 |
 CR1164| CX6183 ROGERS RM 1                          29.333 METERS 04933     |
 CR1164| CX6182 ROGERS AZ MK                                       0850242.4 |
 CR1164| CX6184 ROGERS RM 2                          27.666 METERS 15853     |
 CR1164| CX6185 ROGERS RM 3                          35.476 METERS 20703     |
 CR1164| CR1268 ARP MUNICIPAL TANK                  APPROX.17.3 KM 2751928.3 |
 CR1164| CX6186 ROGERS RM 4                          11.006 METERS 29401     |
 CR1164| CR1172 OVERTON MUNICIPAL TANK              APPROX.11.5 KM 3065831.2 |
 CR1164|---------------------------------------------------------------------|
 CR1164
 CR1164                          SUPERSEDED SURVEY CONTROL
 CR1164
 CR1164  NAD 83(1986)-  32 12 44.61921(N)    094 52 44.04587(W) AD(       ) 1
 CR1164  NAD 27      -  32 12 44.05630(N)    094 52 43.26700(W) AD(       ) 1
 CR1164
 CR1164.Superseded values are not recommended for survey control.
 CR1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1164.See file dsdata.txt to determine how the superseded data were derived.
 CR1164
 CR1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2292465526(NAD 83)
 CR1164_MARKER: DS = TRIANGULATION STATION DISK
 CR1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1164
 CR1164  HISTORY     - Date     Condition        Report By
 CR1164  HISTORY     - 1950     MONUMENTED       CGS
 CR1164  HISTORY     - 1958     SEE DESCRIPTION  CGS
 CR1164
 CR1164                          STATION DESCRIPTION
 CR1164
 CR1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1164'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF HENDERSON,
 CR1164'7-1/2 MILES SOUTHEAST OF OVERTON AND 4-1/2 MILES EAST-NORTHEAST
 CR1164'OF TURNERTOWN.  ON A HIGH PROMINENT WOODED HILL, THE HIGHEST
 CR1164'IN THIS AREA, AND ON PROPERTY OWNED BY MR. TOM ROGERS.  IT
 CR1164'IS ABOUT 30 FEET EAST OF THE ROCKY CREST OF THE HILL, 33
 CR1164'FEET SOUTHEAST OF A LARGE OAK TREE WITH A TRIANGLE BLAZE
 CR1164'ON THE SOUTH SIDE AND 41 FEET NORTHEAST OF THE MOST NORTHERLY
 CR1164'OF TWO OAK TREES THAT ARE VERY CLOSE TOGETHER.  THE MARK
 CR1164'PROJECTS ABOUT 5 INCHES AND THE DISC IS STAMPED, ROGERS 1950.
 CR1164'
 CR1164'REFERENCE MARK NO. 1 IS ON THE NORTHEASTERLY SLOPE OF THE
 CR1164'HILL, 6 FEET SOUTHWEST OF A 6 INCH PINE TREE, 9 FEET SOUTHEAST
 CR1164'OF A 4 INCH PINE TREE AND ABOUT 4 FEET LOWER THAN THE STATION
 CR1164'MARK.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS
 CR1164'STAMPED, ROGERS NO 1 1950.
 CR1164'
 CR1164'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL,
 CR1164'6 FEET SOUTHEAST OF A 6 INCH PINE TREE AND ABOUT 3-1/2 FEET
 CR1164'LOWER THAN THE STATION MARK.  THE MARK PROJECTS ABOUT 8
 CR1164'INCHES AND THE DISC IS STAMPED, ROGERS NO 2 1950.
 CR1164'
 CR1164'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY A GRADED DIRT ROAD,
 CR1164'ABOUT 1 FOOT NORTHEAST OF THE FENCE AND 14 FEET SOUTHWEST
 CR1164'OF THE APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK PROJECTS
 CR1164'ABOUT 6 INCHES AND THE DISC IS STAMPED, ROGERS 1950.
 CR1164'
 CR1164'THE STATION WAS REACHED FROM THE THOMAS JEFFERSON RUSK MONUMENT
 CR1164'IN THE TOWN SQUARE OF HENDERSON, BY GOING NORTHERLY ON STATE
 CR1164'ROUTE 64 (CITY ROUTE) FOR 1.1 MILES TO ITS JUNCTION WITH
 CR1164'STATE ROUTE 323.  TURN LEFT ON STATE ROUTE 323 (OVERTON ROAD)
 CR1164'AND GO 4.0 MILES TO A Y-FORKS AND A GRADED DIRT ROAD TO THE
 CR1164'RIGHT.  TURN RIGHT ON GRADED DIRT ROAD AND GO 0.4 MILE TO
 CR1164'A Y-FORKS OF THE ROAD.  THENCE STRAIGHT AHEAD FOR 0.3 MILE
 CR1164'TO A Y-FORKS OF THE ROAD.  THENCE LEFT FORK FOR 0.05 MILE
 CR1164'TO A GATE ON THE LEFT OR WEST.  GO THRU GATE AND FOLLOW
 CR1164'TRACK ROAD WESTERLY, ALONG NORTH SIDE OF FENCE, FOR 0.4
 CR1164'MILE.  THENCE RIGHT OR NORTHERLY TO THE CREST OF THE HILL,
 CR1164'ABOUT 0.15 MILE, AND THE STATION SITE.
 CR1164'
 CR1164'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED ABOVE,
 CR1164'GO NORTHERLY ON THE GRADED DIRT ROAD FOR 0.2 MILE TO THE
 CR1164'AZIMUTH MARK ON THE LEFT OR WESTERLY SIDE OF THE ROAD.
 CR1164'
 CR1164'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1164
 CR1164                          STATION RECOVERY (1958)
 CR1164
 CR1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1164'THE UNDERGROUND STATION MARK WAS RECOVERED AND FOUND TO BE
 CR1164'IN GOOD CONDITION.  A NEW SURFACE STATION MARK, REFERENCE
 CR1164'MARK NO. 3, REFERENCE MARK NO. 4 AND AZIMUTH MARK WERE ESTABLISHED
 CR1164'BY THIS PARTY.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CR1164'
 CR1164'THE STATION IS LOCATED ON A SANDY RIDGE THAT IS CLEARED ON
 CR1164'THE EAST AND SOUTH SLOPES AND HAS TIMBER TO THE NORTH AND
 CR1164'WEST, ABOUT 11 MILES SOUTH OF KILGORE AND ABOUT 6 MILES
 CR1164'NORTHWEST OF HENDERSON.  IT IS 65 FEET EAST-NORTHEAST OF A
 CR1164'24-INCH FORKED TREE.  THE MARK PROJECTS 3 INCHES AND IS
 CR1164'STAMPED ROGERS 1950 1958.
 CR1164'
 CR1164'REFERENCE MARK NO. 3 IS 64 FEET SOUTH OF THE FORKED TREE.
 CR1164'THE MARK PROJECTS 4 INCHES AND IS STAMPED ROGERS NO 3 1950
 CR1164'1958.
 CR1164'
 CR1164'REFERENCE MARK NO. 4 IS 58 FEET NORTH OF THE FORKED TREE.
 CR1164'THE MARK IS SET IN THE WEST END OF A LARGE STRIP OF OUTCROPPING
 CR1164'BEDROCK AND IS STAMPED ROGERS NO 4 1950 1958.
 CR1164'
 CR1164'THE AZIMUTH MARK IS 16 FEET SOUTHWEST OF THE CENTER OF AN
 CR1164'OILED ROAD AND 1 FOOT SOUTHWEST OF A FENCE.  THE MARK PROJECTS
 CR1164'5 INCHES AND IS STAMPED ROGERS 1950 RESET 1958.
 CR1164'
 CR1164'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN THE NORTHEAST
 CR1164'EDGE OF HENDERSON, GO WEST ON STATE HIGHWAY NO. 64 FOR 1.2
 CR1164'MILES TO JUNCTION WITH STATE HIGHWAY NO. 323, TURN RIGHT
 CR1164'AND GO NORTHWESTERLY ON STATE HIGHWAY NO. 323 FOR 4.0 MILES
 CR1164'TO A FORKS, TAKE RIGHT FORK AND GO NORTHERLY ON OILED ROAD FOR
 CR1164'0.4 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD ON
 CR1164'OILED ROAD FOR 0.3 MILE TO A FORKS, TAKE LEFT FORK AND CONTINUE
 CR1164'STRAIGHT AHEAD ON OILED ROAD FOR 0.05 MILE TO A GATE ON LEFT,*
 CR1164'TURN LEFT THROUGH GATE AND GO WESTERLY ON TRACK ROAD ALONG
 CR1164'NORTH SIDE OF FENCE FOR 0.55 MILE TO A FENCE CORNER, HERE
 CR1164'TURN RIGHT AND GO NORTHERLY CROSS-COUNTRY FOR 0.1 MILE TO
 CR1164'THE TOP OF HILL AND STATION AS DESCRIBED.
 CR1164'
 CR1164'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHERLY
 CR1164'ON OILED ROAD FOR 0.2 MILE TO THE MARK ON LEFT AS DESCRIBED.
 CR1164'
 CR1164'DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 IS
 CR1164'120.2 FEET.
 CR1164'
 CR1164'OBSERVATIONS WERE MADE FROM A 90-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2873 ***********************************************************************
 CS2873  DESIGNATION -  ROGERS
 CS2873  PID         -  CS2873
 CS2873  STATE/COUNTY-  TX/DALLAS
 CS2873  USGS QUAD   -  IRVING (1981)
 CS2873
 CS2873                         *CURRENT SURVEY CONTROL
 CS2873  ___________________________________________________________________
 CS2873* NAD 83(1993)-  32 51 19.57531(N)    096 59 14.16122(W)     ADJUSTED  
 CS2873* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 CS2873  ___________________________________________________________________
 CS2873  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 CS2873  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CS2873
 CS2873  HORZ ORDER  -  FIRST
 CS2873
 CS2873.The horizontal coordinates were established by classical geodetic methods
 CS2873.and adjusted by the National Geodetic Survey in February 1996..
 CS2873
 CS2873.The orthometric height was scaled from a topographic map.
 CS2873
 CS2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2873
 CS2873.The geoid height was determined by GEOID03.
 CS2873
 CS2873;                    North         East     Units Scale Factor Converg.
 CS2873;SPC TXNC     - 2,132,841.819   741,577.750   MT  0.99987845   +0 49 30.1
 CS2873;SPC TXNC     - 6,997,498.53  2,432,993.00   sFT  0.99987845   +0 49 30.1
 CS2873;UTM  14      - 3,637,056.111   688,343.212   MT  1.00003741   +1 05 32.2
 CS2873
 CS2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2873!SPC TXNC     -   0.99997599  x   0.99987845  =   0.99985444
 CS2873!UTM  14      -   0.99997599  x   1.00003741  =   1.00001340
 CS2873
 CS2873:                Primary Azimuth Mark                     Grid Az
 CS2873:SPC TXNC     -  JONES AZ MK                              221 35 26.6
 CS2873:UTM  14      -  JONES AZ MK                              221 19 24.5
 CS2873
 CS2873|---------------------------------------------------------------------|
 CS2873| PID    Reference Object                     Distance      Geod. Az  |
 CS2873|                                                           dddmmss.s |
 CS2873| CY1350 JONES AZ MK                                        2222456.7 |
 CS2873| CY1352 JONES RM 2                           27.987 METERS 29133     |
 CS2873| CS2893 RADIO STA WFAA WBAP TRANSM TWR      APPROX. 8.0 KM 3323345.0 |
 CS2873| CS2872 JONES                                19.304 METERS 35239     |
 CS2873| CY1351 JONES RM 1                           37.874 METERS 35936     |
 CS2873|---------------------------------------------------------------------|
 CS2873
 CS2873                          SUPERSEDED SURVEY CONTROL
 CS2873
 CS2873  NAD 83(1993)-  32 51 19.57883(N)    096 59 14.14530(W) AD(       ) 1
 CS2873  NAD 83(1986)-  32 51 19.58090(N)    096 59 14.14457(W) AD(       ) 1
 CS2873  NAD 27      -  32 51 19.12500(N)    096 59 13.12200(W) AD(       ) 1
 CS2873
 CS2873.Superseded values are not recommended for survey control.
 CS2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2873.See file dsdata.txt to determine how the superseded data were derived.
 CS2873
 CS2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8834337056(NAD 83)
 CS2873_MARKER: DS = TRIANGULATION STATION DISK
 CS2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2873
 CS2873  HISTORY     - Date     Condition        Report By
 CS2873  HISTORY     - 1947     MONUMENTED       CGS
 CS2873  HISTORY     - 1957     GOOD             USGS
 CS2873  HISTORY     - 1959     GOOD             CGS
 CS2873  HISTORY     - 1963     SEE DESCRIPTION  CGS
 CS2873  HISTORY     - 1987     GOOD             LOCSUR
 CS2873
 CS2873                          STATION DESCRIPTION
 CS2873
 CS2873'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2873'THE STATION IS ABOUT 6-1/2 MILES SOUTH OF GRAND PRAIRIE,
 CS2873'8 MILES SOUTHEAST OF GRAPEVINE, 1.0 MILE NORTH OF STATE
 CS2873'ROUTE 183 AND 0.25 MILE EAST OF BELT LINE ROAD.  IT IS 16.3
 CS2873'FEET SOUTH OF A WITNESS POST AND 105 FEET SOUTHWEST OF THE
 CS2873'SOUTHWEST CORNER OF THE FARM HOUSE AND ON THE SOUTH SIDE
 CS2873'OF THE DRIVE WAY TO FARM YARD.  THE MARK IS 14 INCHES BELOW
 CS2873'SURFACE AND THE DISC IS STAMPED ROGERS 1947.
 CS2873'
 CS2873'REFERENCE MARK NO. 1 IS 124.26 FEET NORTH OF STATION, 31
 CS2873'FEET SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE, 1 FOOT
 CS2873'WEST OF THE WEST FENCE ABOUT THE FARM YARD.  THE MARK PROJECTS
 CS2873'2 INCHES AND THE DISK IS STAMPED JONES NO 1 1946.
 CS2873'
 CS2873'REFERENCE MARK NO. 2 IS 91.50 FEET WEST OF STATION, 24 FEET
 CS2873'EAST OF A POWER POLE AND IN THE FENCE LINE.  THE MARK PROJECTS
 CS2873'2 INCHES AND THE DISC IS STAMPED JONES NO 2 1946.
 CS2873'
 CS2873'AZIMUTH MARK IS APPROX. 0.3 MILE SOUTHWEST OF STATION, IN
 CS2873'THE NORTHEAST CORNER OF T-INTERSECTION OF ROADS, 44 FEET
 CS2873'WEST OF CENTERLINE OF ROAD, 1.5 FEET SOUTH OF A WITNESS
 CS2873'POST AND 6 INCHES EAST OF FENCE LINE.  THE MARK PROJECTS
 CS2873'4 INCHES AND THE DISK IS STAMPED JONES 1946
 CS2873'
 CS2873'TO REACH FROM THE RAILROAD STATION IN GRAND PRAIRIE GO EAST
 CS2873'ON MAIN STREET 0.6 MILE TO E. 8TH STREET, TURN LEFT OR NORTH
 CS2873'ON E. 8TH STREET (BELT LINE ROAD) FOR 6.4 MILES TO JUNCTION
 CS2873'WITH STATE ROUTE 183, CONTINUE NORTH 1.0 MILE TO T-INTERSECTION
 CS2873'OF ROADS AND AZIMUTH MARK IN NORTHEAST CORNER OF INTERSECTION.
 CS2873'TURN RIGHT OR EAST AND GO 0.25 MILE TO ENTRANCE OF LANE ON
 CS2873'THE LEFT, THENCE NORTH UP LANE FOR 0.3 MILE TO FARM HOUSE
 CS2873'AND STATION.
 CS2873'
 CS2873'NOTE--STATION, AZIMUTH AND REFERENCE MARKS WERE SET IN 1946
 CS2873'AND STAMPED JONES 1946.  THESE MARKS WERE NOT LOCATED BY
 CS2873'U.S. COAST AND GEODETIC SURVEY TRIANGULATION PARTY IN 1946.
 CS2873'A NEW STATION MARK WAS SET THIS YEAR (1947) AND STAMPED
 CS2873'ROGERS 1947.  THE MARK JONES 1946 WAS LOCATED BY TRAVERSE.
 CS2873'STATION JONES 1946 WAS SET AT THE REQUEST OF LOCAL ENGINEERING
 CS2873'AUTHORITIES IN 1946 AND WAS TO BE USED AS THEIR CONTROL
 CS2873'POINT.
 CS2873'
 CS2873'A NEW STATION MARK ROGERS 1947 WAS SET THIS YEAR AT THE REQUEST
 CS2873'OF A NEW LANDOWNER MR. ROGERS, SO AS NOT TO INTERFERE WITH
 CS2873'HIS ORCHARD.
 CS2873'
 CS2873'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 CS2873
 CS2873                          STATION RECOVERY (1957)
 CS2873
 CS2873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CS2873'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2873
 CS2873                          STATION RECOVERY (1959)
 CS2873
 CS2873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2873'THIS STATION IS IN PLACE IN GOOD CONDITION.  THE REFERENCE
 CS2873'MARKS SET AND MARKED FOR STATION JONES ARE USED FOR REFERENCE
 CS2873'TO STATION ROGERS, THE AZIMUTH MARK WHICH WAS PROBABLY COMMON
 CS2873'TO BOTH TRIANGULATION STATIONS, JONES AND ROGERS WAS FOUND
 CS2873'PULLED OUT OF THE GROUND AND THE DISK REMOVED.  THE DESCRIPTION
 CS2873'STATES THE STATION IS ABOUT 6-1/2 MILES SOUTH OF GRAND PRAIRIE
 CS2873'IS IN ERROR.  THE STATION IS ABOUT 6-1/2 MILES NORTH OF GRAND
 CS2873'PRAIRIE.  THE STATION IS IN THE EDGE OF A CULTIVATED FIELD
 CS2873'AND NOT AN ORCHARD.
 CS2873
 CS2873                          STATION RECOVERY (1963)
 CS2873
 CS2873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2873'THE SUB-STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 CS2873'MARK NO. 1 WHICH IS THE REFERENCE MARK FOR JONES 1946 AND
 CS2873'ALSO ROGERS WAS RECOVERED IN GOOD CONDITION.  THE SURFACE
 CS2873'STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 CS2873'FOUND TO BE DESTROYED.
 CS2873'
 CS2873'THE STATION SITE IS NOW A RESIDENTIAL AREA.  THE STATION
 CS2873'IS IN THE LAWN AT HOUSE NO. 3628 PLEASANT RUN.  IT IS 21.6
 CS2873'FEET SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE, 16.2 FEET
 CS2873'NORTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 22.3 FEET NORTH OF
 CS2873'THE NORTH EDGE OF CONCRETE DRIVEWAY AND 17.5 FEET EAST OF
 CS2873'THE EAST EDGE OF SIDEWALK.  THE DISK IS STAMPED ROGERS 1947
 CS2873'AND SET IN AN IRREGULAR MASS OF CONCRETE 14 INCHES BELOW
 CS2873'THE SURFACE OF THE GROUND.
 CS2873'
 CS2873'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 CS2873'AND 8TH STREET IN GRAND PRAIRIE, GO NORTH ON E 8TH STREET
 CS2873'(BELT LINE ROAD) FOR 6.4 MILES TO THE JUNCTION OF STATE
 CS2873'HIGHWAY 183.  CONTINUE NORTH ON THE BELT LINE ROAD 0.9 MILE
 CS2873'TO FINLEY ROAD.  TURN RIGHT, EAST, ON FINLEY ROAD, GO 0.3
 CS2873'MILE TO HARVARD STREET.  TURN LEFT, GO 0.05 MILE, THENCE
 CS2873'TURN LEFT 0.05 MILE TO PLEASANT RUN ROAD.  TURN RIGHT, GO
 CS2873'NORTH ON PLEASANT RUN ROAD 0.3 MILE TO END OF STREET AND
 CS2873'THE STATION ON THE RIGHT.
 CS2873
 CS2873                          STATION RECOVERY (1987)
 CS2873
 CS2873'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MS)
 CS2873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0854 ***********************************************************************
 EN0854  DESIGNATION -  ROGERS
 EN0854  PID         -  EN0854
 EN0854  STATE/COUNTY-  TX/HALE
 EN0854  USGS QUAD   -  HAPPY UNION (1968)
 EN0854
 EN0854                         *CURRENT SURVEY CONTROL
 EN0854  ___________________________________________________________________
 EN0854* NAD 83(1993)-  34 05 23.29708(N)    101 40 42.96945(W)     ADJUSTED  
 EN0854* NAVD 88     -      1024.1    (meters)    3360.     (feet)  VERTCON   
 EN0854  ___________________________________________________________________
 EN0854  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 EN0854  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EN0854
 EN0854  HORZ ORDER  -  FIRST
 EN0854
 EN0854.The horizontal coordinates were established by classical geodetic methods
 EN0854.and adjusted by the National Geodetic Survey in February 1996..
 EN0854
 EN0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0854
 EN0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0854
 EN0854.The geoid height was determined by GEOID03.
 EN0854
 EN0854;                    North         East     Units Scale Factor Converg.
 EN0854;SPC TXNC     - 2,273,156.303   306,688.863   MT  1.00003667   -1 44 00.9
 EN0854;SPC TXNC     - 7,457,846.97  1,006,195.04   sFT  1.00003667   -1 44 00.9
 EN0854;UTM  14      - 3,775,352.719   252,863.741   MT  1.00035296   -1 30 07.5
 EN0854
 EN0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0854!SPC TXNC     -   0.99984337  x   1.00003667  =   0.99988003
 EN0854!UTM  14      -   0.99984337  x   1.00035296  =   1.00019627
 EN0854
 EN0854:                Primary Azimuth Mark                     Grid Az
 EN0854:SPC TXNC     -  HALE CENTER MUNICIPAL TANK               261 40 37.1
 EN0854:UTM  14      -  HALE CENTER MUNICIPAL TANK               261 26 43.7
 EN0854
 EN0854|---------------------------------------------------------------------|
 EN0854| PID    Reference Object                     Distance      Geod. Az  |
 EN0854|                                                           dddmmss.s |
 EN0854| EN0872 HALE CENTER MUNICIPAL TANK          APPROX.15.5 KM 2595636.2 |
 EN0854| CJ8328 ROGERS RM 1                          36.088 METERS 26411     |
 EN0854| CJ7325 PLAINVIEW COTTON MILL TANK                         3480918.5 |
 EN0854| EN0857 PLAINVIEW MUNICIPAL TANK            APPROX.10.9 KM 3490944.5 |
 EN0854| CJ8329 ROGERS RM 2                                        35512     |
 EN0854|---------------------------------------------------------------------|
 EN0854
 EN0854                          SUPERSEDED SURVEY CONTROL
 EN0854
 EN0854  NAD 83(1993)-  34 05 23.30340(N)    101 40 42.96384(W) AD(       ) 1
 EN0854  NAD 83(1986)-  34 05 23.30339(N)    101 40 42.96353(W) AD(       ) 1
 EN0854  NAD 27      -  34 05 23.03600(N)    101 40 41.33800(W) AD(       ) 1
 EN0854  NGVD 29 (07/19/86) 1023.7    (m)         3359.     (f) VERT ANG       
 EN0854
 EN0854.Superseded values are not recommended for survey control.
 EN0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0854.See file dsdata.txt to determine how the superseded data were derived.
 EN0854
 EN0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5286475353(NAD 83)
 EN0854_MARKER: DS = TRIANGULATION STATION DISK
 EN0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0854
 EN0854  HISTORY     - Date     Condition        Report By
 EN0854  HISTORY     - 1932     MONUMENTED       CGS
 EN0854  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EN0854  HISTORY     - 1949     GOOD             CGS
 EN0854  HISTORY     - 1952     GOOD             CGS
 EN0854  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EN0854
 EN0854                          STATION DESCRIPTION
 EN0854
 EN0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0854'ABOUT 6-1/2 MILES S AND 2 MILES E OF PLAINVIEW, ON LAND OWNED
 EN0854'AND OCCUPIED BY MRS. ROGERS, 114 FEET S OF A FENCE LINE, 61
 EN0854'FEET E OF A FENCE LINE, AND 97 FEET E OF CENTER OF ROAD.  TO
 EN0854'REACH STATION FROM PLAINVIEW GO S ON THE STREET ALONG W SIDE OF
 EN0854'COURTHOUSE SQUARE, TAKING DISTANCE FROM WINDMILL ON W SIDE OF
 EN0854'SQUARE, 0.4 MILE TO POINT WHERE THE MAIN HIGHWAY (U.S. HIGHWAY
 EN0854'385) TURNS TO RIGHT (W).  CONTINUE STRAIGHT AHEAD 0.2 MILE,
 EN0854'THEN TURN LEFT (E) AND GO 0.3 MILE.  THEN RIGHT (DUE S) 5.0
 EN0854'MILES TO CROSSROADS AT A SIGN 8 MILES TO PLAINVIEW.  HERE
 EN0854'TURN LEFT (E) AND GO 1.0 MILE, THEN RIGHT (S) 0.25 MILE TO A
 EN0854'WHITE HOUSE WITH GREEN ROOF ON E SIDE OF ROAD AND STATION
 EN0854'SITE.
 EN0854'
 EN0854'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EN0854'DISKS SET IN CONCRETE.
 EN0854'
 EN0854'SURFACE MARK IS FLUSH WITH GROUND.
 EN0854'
 EN0854'REFERENCE MARK NO. 1 PROJECTS 2 INCHES ABOVE GROUND, IS 0.9
 EN0854'FOOT W OF FENCE LINE, 24 FEET W OF CENTER OF ROAD, AND 118.4 FEET
 EN0854'FROM STATION, S 84 DEG 11 MIN W.
 EN0854'
 EN0854'REFERENCE MARK NO. 2 PROJECTS 2 INCHES ABOVE THE GROUND,
 EN0854'IS 15.9 FEET S OF FENCE CORNER, 25 FEET W OF CENTER OF ROAD,
 EN0854'2.2 FEET W OF FENCE LINE, 43 FEET SW OF ROAD INTERSECTION, AND
 EN0854'0.25 MILE FROM STATION, N 04 DEG 48 MIN W.
 EN0854'
 EN0854'OTHER BEARINGS FROM THE STATION ARE--HALE CENTER, MUNICIPAL
 EN0854'WATER TANK, FINIAL, S 79 DEG 57 MIN W.  PLAINVIEW, COTTON MILL
 EN0854'WATER TANK, FINIAL, N 11 DEG 51 MIN W.  PLAINVIEW, MUNICIPAL
 EN0854'WATER TANK, FINIAL, N 10 DEG 50 MIN W.
 EN0854
 EN0854                          STATION RECOVERY (1949)
 EN0854
 EN0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 EN0854'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  UNABLE TO RECOVER
 EN0854'R.M. 2.
 EN0854
 EN0854                          STATION RECOVERY (1952)
 EN0854
 EN0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 EN0854'STATION WAS RECOVERED IN EXCELLENT CONDITION.  DESCRIPTION
 EN0854'IS ADEQUATE.
 EN0854
 EN0854                          STATION RECOVERY (1963)
 EN0854
 EN0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FAK)
 EN0854'THE SURFACE MARK HAS BEEN DESTROYED.  THE UNDERGROUND MARK WAS
 EN0854'SEARCHED FOR BUT COULD NOT BE FOUND.
 EN0854'
 EN0854'R.M. 1 HAS BEEN SHEARED OFF AT THE TOP, THE DISK IS GONE.  R.M. 2
 EN0854'WAS SEARCHED FOR, BUT COULD NOT BE FOUND.
 EN0854'
 EN0854'A NEW STATION ROGERS 2 1964 WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0855 ***********************************************************************
 EN0855  DESIGNATION -  ROGERS 2
 EN0855  PID         -  EN0855
 EN0855  STATE/COUNTY-  TX/HALE
 EN0855  USGS QUAD   -  HAPPY UNION (1968)
 EN0855
 EN0855                         *CURRENT SURVEY CONTROL
 EN0855  ___________________________________________________________________
 EN0855* NAD 83(1993)-  34 05 26.31512(N)    101 40 40.45781(W)     ADJUSTED  
 EN0855* NAVD 88     -      1023.5    (meters)    3358.     (feet)  VERTCON   
 EN0855  ___________________________________________________________________
 EN0855  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 EN0855  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 EN0855
 EN0855  HORZ ORDER  -  SECOND
 EN0855
 EN0855.The horizontal coordinates were established by classical geodetic methods
 EN0855.and adjusted by the National Geodetic Survey in February 1996..
 EN0855
 EN0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0855
 EN0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0855
 EN0855.The geoid height was determined by GEOID03.
 EN0855
 EN0855;                    North         East     Units Scale Factor Converg.
 EN0855;SPC TXNC     - 2,273,247.308   306,756.035   MT  1.00003694   -1 43 59.6
 EN0855;SPC TXNC     - 7,458,145.54  1,006,415.42   sFT  1.00003694   -1 43 59.6
 EN0855;UTM  14      - 3,775,444.024   252,930.567   MT  1.00035255   -1 30 06.3
 EN0855
 EN0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0855!SPC TXNC     -   0.99984346  x   1.00003694  =   0.99988040
 EN0855!UTM  14      -   0.99984346  x   1.00035255  =   1.00019596
 EN0855
 EN0855|---------------------------------------------------------------------|
 EN0855| PID    Reference Object                     Distance      Geod. Az  |
 EN0855|                                                           dddmmss.s |
 EN0855| CJ8331 ROGERS 2 RM 3                        32.778 METERS 18918     |
 EN0855| CJ8332 ROGERS 2 RM 4                        34.744 METERS 24244     |
 EN0855| EN0874 TESTON RM 5                         APPROX.18.2 KM 2661331.9 |
 EN0855| CJ8330 ROGERS 2 AZ MK                                     3064305.2 |
 EN0855|---------------------------------------------------------------------|
 EN0855
 EN0855                          SUPERSEDED SURVEY CONTROL
 EN0855
 EN0855  NAD 83(1993)-  34 05 26.31965(N)    101 40 40.45221(W) AD(       ) 2
 EN0855  NAD 83(1986)-  34 05 26.32125(N)    101 40 40.45203(W) AD(       ) 2
 EN0855  NAD 27      -  34 05 26.05763(N)    101 40 38.83207(W) AD(       ) 2
 EN0855  NGVD 29 (07/19/86) 1023.1    (m)         3357.     (f) VERT ANG       
 EN0855
 EN0855.Superseded values are not recommended for survey control.
 EN0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0855.See file dsdata.txt to determine how the superseded data were derived.
 EN0855
 EN0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5293175444(NAD 83)
 EN0855_MARKER: DS = TRIANGULATION STATION DISK
 EN0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0855
 EN0855  HISTORY     - Date     Condition        Report By
 EN0855  HISTORY     - 1964     MONUMENTED       CGS
 EN0855  HISTORY     - 1975     GOOD             NGS
 EN0855
 EN0855                          STATION DESCRIPTION
 EN0855
 EN0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0855'THE STATION IS ABOUT 9-3/4 MILES EAST-NORTHEAST OF HALE CENTER, 6-3/4
 EN0855'MILES SOUTH-SOUTHEAST OF PLAINVIEW, ON LAND OWNED AND OCCUPIED BY
 EN0855'R. T. SHEPARD.
 EN0855'
 EN0855'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE SQUARE
 EN0855'IN PLAINVIEW, GO EAST ON U. S. HIGHWAY 70 FOR 0.25 MILE TO FARM ROAD
 EN0855'400 ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON FARM ROAD 400 FOR
 EN0855'6.35 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRADED ROAD
 EN0855'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 EN0855'THE GRADED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND
 EN0855'GO SOUTH FOR 0.25 MILE TO A DRIVEWAY AND THE SHEPARD RESIDENCE ON
 EN0855'THE LEFT.  TURN LEFT AND GO EAST ON THE DRIVEWAY FOR 0.05 MILE,
 EN0855'THENCE NORTH FOR ABOUT 200 FEET TO THE NORTHEAST CORNER OF THE
 EN0855'YARD AND THE STATION.
 EN0855'
 EN0855'THE STATION MARK IS A STANDARD DISK, STAMPED ROGERS 2 1964, SET IN
 EN0855'THE TOP OF A 12 INCH SQUARE CONCRETE POST 18 INCHES BELOW THE GROUND
 EN0855'SURFACE.  IT IS 304 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 EN0855'GRADED ROAD, 174 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 114
 EN0855'FEET NORTHEAST OF A POWERLINE POLE, 155 FEET NORTHEAST OF THE
 EN0855'NORTHEAST CORNER OF THE HOUSE, 108.6 FEET NORTH OF A TRANSFORMER
 EN0855'POLE, 101.3 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A TENANT
 EN0855'HOUSE AND 40.2 FEET SOUTH OF AN EAST-WEST FENCE.
 EN0855'
 EN0855'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ROGERS 2 NO 3 1964, SET
 EN0855'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 EN0855'IT IS 62.8 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 EN0855'TENANT HOUSE, 66 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 8
 EN0855'INCHES NORTH OF THE TRANSFORMER POLE AND AT ABOUT THE SAME
 EN0855'ELEVATION AS THE STATION.
 EN0855'
 EN0855'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ROGERS 2 NO 4 1964, SET
 EN0855'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 EN0855'IT IS 110 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 49 FEET
 EN0855'EAST-SOUTHEAST OF THE HOUSE, 1 FOOT NORTHEAST OF A POWERLINE POLE
 EN0855'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0855'
 EN0855'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ROGERS 2 1964, SET IN
 EN0855'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 EN0855'30 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST GRADED ROAD, 2.4
 EN0855'FEET WEST OF A WITNESS POST AND 1 FOOT EAST OF A POWERLINE POLE.
 EN0855'
 EN0855'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EN0855
 EN0855                          STATION RECOVERY (1975)
 EN0855
 EN0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EN0855'RM 3 TO RM 4 OBSTRUCTED.
 EN0855'
 EN0855'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 EN0855'RECOVERED.  DIRECTIONS TO THE MARKS CHECKED.  A DIFFERENCE OF 0.027
 EN0855'METER LONGER IS NOTED IN THE DISTANCE TO REFERENCE MARK 3 AND A
 EN0855'DIFFERENCE OF 0.040 METER LONGER IS NOTED IN THE DISTANCE TO
 EN0855'REFERENCE MARK 4.  A COMPLETE DESCRIPTION FOLLOWS.
 EN0855'
 EN0855'THE STATION IS ABOUT 7 MILES SOUTH-SOUTHEAST OF PLAINVIEW, 9-3/4
 EN0855'MILES EAST-NORTHEAST OF HALE CENTER AND ON PROPERTY OF JOEL SHEPARD.
 EN0855'
 EN0855'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND FARM
 EN0855'ROAD 400 IN PLAINVIEW, GO SOUTH ON FARM ROAD 400 FOR 6.05 MILES TO A
 EN0855'CROSSROAD.  TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.7 MILE TO
 EN0855'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE GRADED ROAD FOR
 EN0855'0.3 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRADED ROAD
 EN0855'FOR 0.2 MILE TO A HOUSE AND A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 EN0855'EAST AND NORTH FOR 0.05 MILE AROUND THE BACKYARD TO THE STATION IN A
 EN0855'CULTIVATED FIELD.
 EN0855'
 EN0855'STATION MARK IS A STANDARD DISK, STAMPED ROGERS 2 1964, SET IN THE
 EN0855'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE
 EN0855'GROUND.  IT IS 65 FEET WEST-NORTHWEST OF A TIN SHED, 101 FEET
 EN0855'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WOOD HOUSE AND 104
 EN0855'FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE.
 EN0855'
 EN0855'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ROGERS 2 NO 3 1964, SET
 EN0855'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 EN0855'BELOW THE GROUND.  IT IS 0.8 FOOT NORTH OF A POWERLINE POLE AND IS
 EN0855'ABOUT 2 FEET HIGHER THAN THE STATION.
 EN0855'
 EN0855'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ROGERS 2 NO 4 1964, SET
 EN0855'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 EN0855'THE GROUND.  IT IS 51.3 FEET EAST OF THE NORTHEAST CORNER OF THE
 EN0855'BRICK HOUSE, 8.2 FEET NORTH OF THE NORTH NORTH WEST CORNER OF THE
 EN0855'GARAGE, 1.2 FEET NORTH EAST OF A POWERLINE POLE AND IS ABOUT 1
 EN0855'FOOT HIGHER THAN THE STATION.
 EN0855'
 EN0855'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROGERS 2 1964, SET IN THE
 EN0855'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 EN0855'ABOVE THE GROUND.  IT IS 34 FEET EAST OF A FIELD ROAD, 29 FEET NORTH
 EN0855'OF A GRADED ROAD, 2.4 FEET WEST OF A METAL WITNESS POST AND
 EN0855'1.0 FOOT EAST OF A TELEPHONE LINE POLE.
 EN0855'
 EN0855'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 EN0855'SOUTH-SOUTHWEST OF PLAINVIEW.
 EN0855'
 EN0855'HEIGHT OF LIGHT ABOVE STATION MARK 22.18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0101 ***********************************************************************
 AH0101  DESIGNATION -  ROGERS 2 AZ MK
 AH0101  PID         -  AH0101
 AH0101  STATE/COUNTY-  TX/NUECES
 AH0101  USGS QUAD   -  ANNAVILLE (1975)
 AH0101
 AH0101                         *CURRENT SURVEY CONTROL
 AH0101  ___________________________________________________________________
 AH0101* NAD 83(1986)-  27 46 13.     (N)    097 37 09.     (W)     SCALED    
 AH0101* NAVD 88     -        19.648  (meters)      64.46   (feet)  ADJUSTED  
 AH0101  ___________________________________________________________________
 AH0101  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0101  DYNAMIC HT  -          19.618 (meters)      64.36  (feet)  COMP
 AH0101  MODELED GRAV-     979,119.5   (mgal)                       NAVD 88
 AH0101
 AH0101  VERT ORDER  -  FIRST     CLASS II
 AH0101
 AH0101.The horizontal coordinates were scaled from a topographic map and have
 AH0101.an estimated accuracy of +/- 6 seconds.
 AH0101
 AH0101.The orthometric height was determined by differential leveling
 AH0101.and adjusted by the National Geodetic Survey in June 1991..
 AH0101
 AH0101.The geoid height was determined by GEOID03.
 AH0101
 AH0101.The dynamic height is computed by dividing the NAVD 88
 AH0101.geopotential number by the normal gravity value computed on the
 AH0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0101.degrees latitude (g = 980.6199 gals.).
 AH0101
 AH0101.The modeled gravity was interpolated from observed gravity values.
 AH0101
 AH0101;                    North         East    Units  Estimated Accuracy
 AH0101;SPC TX S     - 5,233,370.      386,820.      MT  (+/- 180 meters Scaled)
 AH0101
 AH0101                          SUPERSEDED SURVEY CONTROL
 AH0101
 AH0101  NGVD 29 (??/??/92)   19.731  (m)           64.73   (f) ADJ UNCH    1 2
 AH0101
 AH0101.Superseded values are not recommended for survey control.
 AH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0101.See file dsdata.txt to determine how the superseded data were derived.
 AH0101
 AH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR360725(NAD 83)
 AH0101_MARKER: DZ = AZIMUTH MARK DISK
 AH0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0101_STAMPING: ROGERS 2 1949
 AH0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0101+STABILITY: SURFACE MOTION
 AH0101
 AH0101  HISTORY     - Date     Condition        Report By
 AH0101  HISTORY     - 1949     MONUMENTED       CGS
 AH0101  HISTORY     - 1959     GOOD             NGS
 AH0101  HISTORY     - 1978     POOR             NGS
 AH0101  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0101
 AH0101                          STATION DESCRIPTION
 AH0101
 AH0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0101'3.5 MI SE FROM ROBSTOWN.
 AH0101'ABOUT 2.6 MILES EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE ST.
 AH0101'LOUIS,  BROWNSVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, THENCE
 AH0101'ABOUT 0.9 MILE SOUTH ALONG FARM ROAD 1694, 35 FEET EAST OF THE CENTER
 AH0101'LINE OF THE ROAD, 10 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 AH0101'ENTRANCE TO A FIELD, 5 FEET EAST OF THE NORTH END OF A CULVERT UNDER
 AH0101'THE PRIVATE ROAD, 1 FOOT SOUTH OF A CONCRETE WITNESS POST, AND IN THE
 AH0101'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- NOW THE SOUTHERN
 AH0101'PACIFIC LINES.
 AH0101
 AH0101                          STATION RECOVERY (1978)
 AH0101
 AH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0101'MARK IS LEANING AND IS NOT SUITABLE FOR FIRST ORDER LEVELS.
 AH0101
 AH0101                          STATION RECOVERY (2001)
 AH0101
 AH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0101'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1673 ***********************************************************************
 AH1673  DESIGNATION -  ROGERS 2 RESET
 AH1673  PID         -  AH1673
 AH1673  STATE/COUNTY-  TX/NUECES
 AH1673  USGS QUAD   -  ANNAVILLE (1975)
 AH1673
 AH1673                         *CURRENT SURVEY CONTROL
 AH1673  ___________________________________________________________________
 AH1673* NAD 83(1993)-  27 46 38.63452(N)    097 37 10.54040(W)     ADJUSTED  
 AH1673* NAVD 88     -        19.67   (+/-2cm)      64.5    (feet)  VERTCON   
 AH1673  ___________________________________________________________________
 AH1673  X           -    -748,799.498 (meters)                     COMP
 AH1673  Y           -  -5,597,388.499 (meters)                     COMP
 AH1673  Z           -   2,954,698.831 (meters)                     COMP
 AH1673  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AH1673  ELLIP HEIGHT-          -7.07  (meters)          (06/17/02) GPS OBS
 AH1673  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH1673
 AH1673  HORZ ORDER  -  FIRST
 AH1673  VERT ORDER  -  THIRD ? (See Below)
 AH1673  ELLP ORDER  -  FIFTH     CLASS I
 AH1673
 AH1673.The horizontal coordinates were established by classical geodetic methods
 AH1673.and adjusted by the National Geodetic Survey in February 1996..
 AH1673
 AH1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1673.The vertical order pertains to the NGVD 29 superseded value.
 AH1673
 AH1673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1673
 AH1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1673
 AH1673.The ellipsoidal height was determined by GPS observations
 AH1673.and is referenced to NAD 83.
 AH1673
 AH1673.The geoid height was determined by GEOID03.
 AH1673
 AH1673;                    North         East     Units Scale Factor Converg.
 AH1673;SPC TX S     - 5,234,161.429   386,773.736   MT  0.99998632   +0 23 59.0
 AH1673;SPC TX S     -17,172,411.29  1,268,940.17   sFT  0.99998632   +0 23 59.0
 AH1673;UTM  14      - 3,073,307.721   636,010.328   MT  0.99982833   +0 38 36.3
 AH1673
 AH1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1673!SPC TX S     -   1.00000111  x   0.99998632  =   0.99998743
 AH1673!UTM  14      -   1.00000111  x   0.99982833  =   0.99982944
 AH1673
 AH1673:                Primary Azimuth Mark                     Grid Az
 AH1673:SPC TX S     -  BROWNSVILLE FT WORTH AWY BN 16           014 06 43.4
 AH1673:UTM  14      -  BROWNSVILLE FT WORTH AWY BN 16           013 52 06.1
 AH1673
 AH1673|---------------------------------------------------------------------|
 AH1673| PID    Reference Object                     Distance      Geod. Az  |
 AH1673|                                                           dddmmss.s |
 AH1673| AH1552 BROWNSVILLE FT WORTH AWY BN 16      APPROX.22.1 KM 0143042.4 |
 AH1673| CV2919 ROGERS 2 RM 1                        27.844 METERS 07131     |
 AH1673| AH1569 PETRONILLA                          APPROX.10.5 KM 1620231.1 |
 AH1673| AH0101 ROGERS 2 AZ MK                                     1775515.6 |
 AH1673| CV3365 ROGERS 2 RM 2                        24.388 METERS 18504     |
 AH1673| AH1599 BROWNSVILLE FT WORTH AWY BN 13      APPROX.20.2 KM 2751625.9 |
 AH1673| AH1563 ROBSTOWN MUNICIPAL TANK             APPROX. 4.5 KM 2852446.7 |
 AH1673| AH1564 ROBSTOWN ST JOHNS CATHOLIC CH       APPROX. 5.2 KM 2930428.6 |
 AH1673| AH1565 ROBSTWON FARM LABOR SUP CEN TK      APPROX. 6.8 KM 3001714.8 |
 AH1673|---------------------------------------------------------------------|
 AH1673
 AH1673                          SUPERSEDED SURVEY CONTROL
 AH1673
 AH1673  ELLIP H (02/16/96)   -6.95   (m)                       GP(       ) 5 1
 AH1673  NAD 83(1986)-  27 46 38.64235(N)    097 37 10.52040(W) AD(       ) 1
 AH1673  NAD 27      -  27 46 37.54900(N)    097 37 09.53700(W) AD(       ) 1
 AH1673  NGVD 29 (04/09/92)   19.79   (m)           64.9    (f) LEVELING    3  
 AH1673
 AH1673.Superseded values are not recommended for survey control.
 AH1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1673.See file dsdata.txt to determine how the superseded data were derived.
 AH1673
 AH1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3601073308(NAD 83)
 AH1673_MARKER: DD = SURVEY DISK
 AH1673_SETTING: 0 = UNSPECIFIED SETTING
 AH1673_STAMPING: ROGERS 2 1990
 AH1673_MARK LOGO: TXHD  
 AH1673_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1673+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1991
 AH1673
 AH1673  HISTORY     - Date     Condition        Report By
 AH1673  HISTORY     - 1990     MONUMENTED       TXHD
 AH1673  HISTORY     - 19910322 GOOD             TE
 AH1673
 AH1673                          STATION DESCRIPTION
 AH1673
 AH1673'DESCRIBED BY THOMPSON ENGINEERING 1991
 AH1673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 AH1673'STATE HIGHWAY 44, AT THE CIRCLE IN THE EAST PART OF ROBSTOWN,
 AH1673'GO EAST ON STATE HIGHWAY 44 FOR 2.15 MILES TO FM HIGHWAY 1694.
 AH1673'TURN RIGHT, GO SOUTH FOR 0.4 MILE TO STATION ON THE RIGHT.
 AH1673'A 24-INCH IRON ROD WITH BRASS CAP WAS PLACED ON TOP OF THE ACTUAL NGS
 AH1673'STATION BY THE TX. HWY. DEPT. THE ACTUAL STATION IS APPROX. 36-INCHES
 AH1673'BELOW GROUND IN A PLOWED FIELD. THE TX HWY DEPT. BRASS CAP IS
 AH1673'12-INCHES BELOW GROUND AND IS STAMPED TEXAS STATE HIGHWAY DEPT.
 AH1673'SURVEY MARKER ROGERS 2 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0850 ***********************************************************************
 BM0850  DESIGNATION -  ROGERS CITY WATER TANK
 BM0850  PID         -  BM0850
 BM0850  STATE/COUNTY-  TX/BELL
 BM0850  USGS QUAD   -  ROGERS (1976)
 BM0850
 BM0850                         *CURRENT SURVEY CONTROL
 BM0850  ___________________________________________________________________
 BM0850* NAD 83(1993)-  30 55 20.71990(N)    097 13 26.28280(W)     ADJUSTED  
 BM0850* NAVD 88     -                                                        
 BM0850  ___________________________________________________________________
 BM0850  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 BM0850  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BM0850
 BM0850  HORZ ORDER  -  THIRD
 BM0850
 BM0850.The horizontal coordinates were established by classical geodetic methods
 BM0850.and adjusted by the National Geodetic Survey in February 1996..
 BM0850
 BM0850
 BM0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0850
 BM0850.The geoid height was determined by GEOID03.
 BM0850
 BM0850;                    North         East     Units Scale Factor Converg.
 BM0850;SPC TX C     - 3,143,359.466   997,124.267   MT  0.99988269   +1 36 05.4
 BM0850;SPC TX C     -10,312,838.51  3,271,398.53   sFT  0.99988269   +1 36 05.4
 BM0850;UTM  14      - 3,422,356.266   669,700.857   MT  0.99995525   +0 54 46.4
 BM0850
 BM0850                          SUPERSEDED SURVEY CONTROL
 BM0850
 BM0850  NAD 83(1986)-  30 55 20.72868(N)    097 13 26.26595(W) AD(       ) 4
 BM0850  NAD 27      -  30 55 20.06000(N)    097 13 25.27000(W) AD(       ) 3
 BM0850
 BM0850.Superseded values are not recommended for survey control.
 BM0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0850.See file dsdata.txt to determine how the superseded data were derived.
 BM0850
 BM0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6970122356(NAD 83)
 BM0850_MARKER: 53 = ELEVATED TANK
 BM0850
 BM0850  HISTORY     - Date     Condition        Report By
 BM0850  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0850  HISTORY     - 1990     GOOD             USPSQD
 BM0850  HISTORY     - 20010318 GOOD             USPSQD
 BM0850
 BM0850                          STATION DESCRIPTION
 BM0850
 BM0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0850'THIS INTERSECTION STATION IS THE WATER TANK OF THE VILLAGE OF
 BM0850'ROGERS.  LOCATED ABOUT 0.2 MILE SW OF THE TRAFFIC LIGHT, AND
 BM0850'0.15 MILE W OF U.S. HIGHWAY 190.  IT IS A FOUR-LEGGED STEEL
 BM0850'STRUCTURE ABOUT 100 FEET HIGH, AND THE ENTIRE STRUCTURE IS PAINTED
 BM0850'ALUMINUM.  POINT OBSERVED UPON WAS THE FINIAL ON THE APEX OF THE
 BM0850'ROOF.
 BM0850
 BM0850                          STATION RECOVERY (1990)
 BM0850
 BM0850'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0850'RECOVERED IN GOOD CONDITION.
 BM0850
 BM0850                          STATION RECOVERY (2001)
 BM0850
 BM0850'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BM0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5285 ***********************************************************************
 AH5285  DESIGNATION -  ROGERS ET
 AH5285  PID         -  AH5285
 AH5285  STATE/COUNTY-  TX/EASTLAND
 AH5285  USGS QUAD   -  KOKOMO (1966)
 AH5285
 AH5285                         *CURRENT SURVEY CONTROL
 AH5285  ___________________________________________________________________
 AH5285* NAD 83(1993)-  32 16 45.26537(N)    098 38 41.64551(W)     ADJUSTED  
 AH5285* NAVD 88     -       431.3    (meters)    1415.     (feet)  VERTCON   
 AH5285  ___________________________________________________________________
 AH5285  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AH5285  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AH5285
 AH5285  HORZ ORDER  -  THIRD
 AH5285
 AH5285.The horizontal coordinates were established by classical geodetic methods
 AH5285.and adjusted by the National Geodetic Survey in July 1998..
 AH5285
 AH5285.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5285
 AH5285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5285
 AH5285.The geoid height was determined by GEOID03.
 AH5285
 AH5285;                    North         East     Units Scale Factor Converg.
 AH5285;SPC TXNC     - 2,067,939.069   586,349.971   MT  0.99996279   -0 04 44.5
 AH5285;SPC TXNC     - 6,784,563.43  1,923,716.53   sFT  0.99996279   -0 04 44.5
 AH5285;UTM  14      - 3,571,443.405   533,438.990   MT  0.99961379   +0 11 22.7
 AH5285
 AH5285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5285!SPC TXNC     -   0.99993669  x   0.99996279  =   0.99989948
 AH5285!UTM  14      -   0.99993669  x   0.99961379  =   0.99955050
 AH5285
 AH5285                          SUPERSEDED SURVEY CONTROL
 AH5285
 AH5285  NGVD 29 (07/28/98)  431.2    (m)         1415.     (f) VERT ANG       
 AH5285
 AH5285.Superseded values are not recommended for survey control.
 AH5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5285.See file dsdata.txt to determine how the superseded data were derived.
 AH5285
 AH5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA3343971443(NAD 83)
 AH5285_MARKER: DS = TRIANGULATION STATION DISK
 AH5285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5285_PROJECTION: FLUSH
 AH5285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5285+STABILITY: SURFACE MOTION
 AH5285
 AH5285  HISTORY     - Date     Condition        Report By
 AH5285  HISTORY     - 1965     MONUMENTED       USGS
 AH5285
 AH5285                          STATION DESCRIPTION
 AH5285
 AH5285'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5285'STATION IS LOCATED 4.5 MI. N. AND 1.5 MI. E. OF GORMAN, EASTLAND CO.,
 AH5285'TEXAS, NEAR HIGHEST POINT OF A SMALL BUT PROMINENT HILL, ON LAND OWNED
 AH5285'BY MR. R. D. ROGERS.  THE GORMAN W.T. IS VISIBLE FROM THIS STATION.
 AH5285'TO REACH FROM GORMAN (INTERSECTION OF STATE HIGHWAY 6 AND FARM ROAD
 AH5285'8), DRIVE NE. 2.0 MI. ON FARM ROAD NO. 8 TO INTERSECTION OF FARM ROADS
 AH5285'8 AND 571, THENCE N. ON 571 3.2 MI. TO WIRE GATE NEAR OIL TANKS ON
 AH5285'LEFT, DRIVE W. THROUGH GATE 0.1 MI. TO TOP OF HILL NEAR AN OIL WELL
 AH5285'AND STATION.  MARK IS 1 FT. N. OF FENCE, AND ABOUT 50 FT. NW. OF LARGE
 AH5285'COTTONWOOD TREE.
 AH5285'STATION MARK--STANDARD ALUMINUM TABLET SET IN THE TOP OF CONCRETE POST
 AH5285'PROJECTING 0.3 FT., STAMPED---ROGERS ET 1965 - 1415---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0849 ***********************************************************************
 CB0849  DESIGNATION -  ROL ET
 CB0849  PID         -  CB0849
 CB0849  STATE/COUNTY-  TX/COKE
 CB0849  USGS QUAD   -  ROBERT LEE (1987)
 CB0849
 CB0849                         *CURRENT SURVEY CONTROL
 CB0849  ___________________________________________________________________
 CB0849* NAD 83(1993)-  31 53 39.91480(N)    100 22 40.42457(W)     ADJUSTED  
 CB0849* NAVD 88     -       595.8    (meters)    1955.     (feet)  VERTCON   
 CB0849  ___________________________________________________________________
 CB0849  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 CB0849  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 CB0849
 CB0849  HORZ ORDER  -  THIRD
 CB0849
 CB0849.The horizontal coordinates were established by classical geodetic methods
 CB0849.and adjusted by the National Geodetic Survey in February 1996..
 CB0849
 CB0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0849
 CB0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0849
 CB0849.The geoid height was determined by GEOID03.
 CB0849
 CB0849;                    North         East     Units Scale Factor Converg.
 CB0849;SPC TX C     - 3,246,970.576   695,784.330   MT  1.00000300   -0 01 22.6
 CB0849;SPC TX C     -10,652,769.30  2,282,752.42   sFT  1.00000300   -0 01 22.6
 CB0849;UTM  14      - 3,529,561.072   369,695.878   MT  0.99980940   -0 43 41.2
 CB0849
 CB0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0849!SPC TX C     -   0.99991039  x   1.00000300  =   0.99991339
 CB0849!UTM  14      -   0.99991039  x   0.99980940  =   0.99971981
 CB0849
 CB0849:                Primary Azimuth Mark                     Grid Az
 CB0849:SPC TX C     -  SMITH ET                                 018 46 24.1
 CB0849:UTM  14      -  SMITH ET                                 019 28 42.7
 CB0849
 CB0849|---------------------------------------------------------------------|
 CB0849| PID    Reference Object                     Distance      Geod. Az  |
 CB0849|                                                           dddmmss.s |
 CB0849| CB0842 SMITH ET                            APPROX. 5.6 KM 0184501.5 |
 CB0849|---------------------------------------------------------------------|
 CB0849
 CB0849                          SUPERSEDED SURVEY CONTROL
 CB0849
 CB0849  NAD 83(1986)-  31 53 39.92019(N)    100 22 40.41093(W) AD(       ) 3
 CB0849  NAD 27      -  31 53 39.40687(N)    100 22 39.07357(W) AD(       ) 3
 CB0849  NGVD 29 (07/19/86)  595.6    (m)         1954.     (f) VERT ANG       
 CB0849
 CB0849.Superseded values are not recommended for survey control.
 CB0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0849.See file dsdata.txt to determine how the superseded data were derived.
 CB0849
 CB0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA6969629561(NAD 83)
 CB0849_MARKER: DD = SURVEY DISK
 CB0849_SETTING: 80 = SET IN A BOULDER
 CB0849_SP_SET: PARTIALLY EXPOSED BOULDER
 CB0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0849+STABILITY: SURFACE MOTION
 CB0849
 CB0849  HISTORY     - Date     Condition        Report By
 CB0849  HISTORY     - 1958     MONUMENTED       USGS
 CB0849
 CB0849                          STATION DESCRIPTION
 CB0849
 CB0849'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0849'LOCATED ABOUT 4.0 MI. W. OF BRONTE, TEXAS, AND ABOUT 6.0 MI. E. OF
 CB0849'ROBERT LEE, TEXAS, AND ABOUT 1000 FT. N. OF TEXAS STATE HIGHWAY 158
 CB0849'AT CUT, STATION ON E-W. RIDGE.
 CB0849'
 CB0849'TO REACH FROM RAILROAD STATION IN BRONTE, TEXAS, GO W. ON STATE
 CB0849'HIGHWAY 158 4.2 MI. TO LOCKED GATE AND TRACK RD. N. FROM GATE, TRACK
 CB0849'RD. CAN BE SEEN GOING UP RIDGE TO THE W., FOLLOW TRACK RD. TO TOP OF
 CB0849'RIDGE, THEN TURN LEFT (S.) AND FOLLOW DIM TRACK TO STATION, ABOUT 0.3
 CB0849'MI.
 CB0849'
 CB0849'THE PROPERTY BELONGS TO ED ROLLIN OF BRONTE, TEXAS, AND HE SHOULD BE
 CB0849'CONTACTED FOR KEY TO GATE.  STATION CAN ALSO BE REACHED BY DRIVING TO
 CB0849'TOP OF RIDGE AND CUT ON HIGHWAY 158 AND WALK ABOUT 1000 FT. N. ALONG
 CB0849'RIDGE TO STATION.
 CB0849'
 CB0849'STATION MARK--STANDARD TABLET STAMPED ---ROL-ET 1958---, CEMENTED IN
 CB0849'BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1643 ***********************************************************************
 AE1643  DESIGNATION -  ROLETA
 AE1643  PID         -  AE1643
 AE1643  STATE/COUNTY-  TX/ZAPATA
 AE1643  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1643
 AE1643                         *CURRENT SURVEY CONTROL
 AE1643  ___________________________________________________________________
 AE1643* NAD 83(1993)-  26 45 43.15058(N)    099 11 40.57553(W)     ADJUSTED  
 AE1643* NAVD 88     -       124.2    (meters)     407.     (feet)  VERTCON   
 AE1643  ___________________________________________________________________
 AE1643  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 AE1643  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AE1643
 AE1643  HORZ ORDER  -  FIRST
 AE1643
 AE1643.The horizontal coordinates were established by classical geodetic methods
 AE1643.and adjusted by the National Geodetic Survey in February 1996..
 AE1643
 AE1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1643
 AE1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1643
 AE1643.The geoid height was determined by GEOID03.
 AE1643
 AE1643;                    North         East     Units Scale Factor Converg.
 AE1643;SPC TX S     - 5,121,542.409   230,919.589   MT  0.99990345   -0 18 55.3
 AE1643;SPC TX S     -16,802,927.05    757,608.68   sFT  0.99990345   -0 18 55.3
 AE1643;UTM  14      - 2,960,088.273   480,651.791   MT  0.99960462   -0 05 15.5
 AE1643
 AE1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1643!SPC TX S     -   0.99998412  x   0.99990345  =   0.99988758
 AE1643!UTM  14      -   0.99998412  x   0.99960462  =   0.99958875
 AE1643
 AE1643:                Primary Azimuth Mark                     Grid Az
 AE1643:SPC TX S     -  ALE                                      056 10 49.5
 AE1643:UTM  14      -  ALE                                      055 57 09.7
 AE1643
 AE1643|---------------------------------------------------------------------|
 AE1643| PID    Reference Object                     Distance      Geod. Az  |
 AE1643|                                                           dddmmss.s |
 AE1643| AE1642 ALE                                 APPROX. 2.7 KM 0555154.2 |
 AE1643| CV3367 ROLETA RM 2                           7.854 METERS 05645     |
 AE1643| CV3366 ROLETA RM                            10.335 METERS 12847     |
 AE1643| CV3368 ROLETA RM 3                           9.402 METERS 20005     |
 AE1643|---------------------------------------------------------------------|
 AE1643
 AE1643                          SUPERSEDED SURVEY CONTROL
 AE1643
 AE1643  NAD 83(1986)-  26 45 43.15234(N)    099 11 40.53773(W) AD(       ) 1
 AE1643  NAD 27      -  26 45 41.98900(N)    099 11 39.41200(W) AD(       ) 1
 AE1643  NGVD 29 (07/19/86)  124.2    (m)          407.     (f) VERT ANG       
 AE1643
 AE1643.Superseded values are not recommended for survey control.
 AE1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1643.See file dsdata.txt to determine how the superseded data were derived.
 AE1643
 AE1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ8065260088(NAD 83)
 AE1643_MARKER: DS = TRIANGULATION STATION DISK
 AE1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1643
 AE1643  HISTORY     - Date     Condition        Report By
 AE1643  HISTORY     - 1917     MONUMENTED       CGS
 AE1643  HISTORY     - 1932     GOOD             CGS
 AE1643  HISTORY     - 1965     GOOD             USGS
 AE1643  HISTORY     - 1974     GOOD             NGS
 AE1643
 AE1643                          STATION DESCRIPTION
 AE1643
 AE1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1643'STATION IS ABOUT 5 MILES NW OF LOPENO POST OFFICE AND 3 MILES
 AE1643'N OF THE MILITARY ROAD.
 AE1643'
 AE1643'SURFACE MARK IS A STANDARD DISK SET IN BLOCK OF CONCRETE.
 AE1643'
 AE1643'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1643'
 AE1643'REFERENCE MARK IS A STANDARD DISK SET IN BLOCK OF CONCRETE,
 AE1643'10.335 METERS (33.91 FEET) FROM STATION S 51 DEG 13 MIN E.
 AE1643
 AE1643                          STATION RECOVERY (1932)
 AE1643
 AE1643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AE1643'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS
 AE1643'FURTHER DESCRIBED AS BEING ON TOP OF A HIGH HILL COVERED BY
 AE1643'DENSE BRUSH AND A HEAVY DEPOSIT OF GRAVEL, AND 4,790 FEET,
 AE1643'N 67 DEG 38 MIN E FROM PROPOSED NEW LOCATION OF THE LAREDO-ROMA
 AE1643'HIGHWAY.  HILL IS KNOWN LOCALLY AS LOMA BLANCA.
 AE1643'
 AE1643'TO REACH THE STATION FROM THE EASTWARD, FOLLOW THE MILITARY
 AE1643'ROAD 5 MILES NW OF LOPENSO THROUGH A DEEP ARROYO AND OVER OR
 AE1643'AROUND A STEEP ROCKY HILL, 1/2 MILE BEYOND WHICH A DIM ROAD
 AE1643'TURNS TO THE N. FOLLOW THIS ROAD 2-1/2 MILES TO THE TOP OF A
 AE1643'HILL, WHERE THE STATION IS 50 METERS (164 FEET) E OF THE ROAD.
 AE1643'
 AE1643'THE HILL SLOPES DOWNWARD VERY SHARPLY ABOUT 500 METERS (1,640
 AE1643'FEET) N OF THE STATION.
 AE1643'
 AE1643'ELEVATION OF STATION, 123.8 METERS (406 FEET).
 AE1643
 AE1643                          STATION RECOVERY (1965)
 AE1643
 AE1643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1643'REVISED DESCRIPTION--TO REACH FROM POST OFFICE IN ZAPATA,
 AE1643'FOLLOW U.S. 83 SE FOR 10.7 MI TO AN IRON GATE (2.7 MI NW JCT
 AE1643'U.S. 83 AND FM 2687) AND ROAD TO RIGHT.  TURN RIGHT THRU GATE
 AE1643'AND FOLLOW ROAD PAST WINDMILL AND LARGE CONCRETE TANK ON LEFT
 AE1643'FOR 3.55 MI TO FENCE AND CATTLEGUARD.  FROM HERE, STATION ALE IS
 AE1643'0.7 MI SW.  CONTINUE ALONG ROAD FOR 1.10 MI TO A WIRE GATE
 AE1643'AT NW END OF EARTH DAM.  CONTINUE 0.30 MI TO AN OLD TRAIL
 AE1643'LEADING SE.  TURN LEFT ONTO TRAIL FOR 0.50 MI TO FORK.  TAKE
 AE1643'RIGHT FORK FOR 0.30 MI TO TOP OF RIDGE.  LEAVE ROAD (TURN
 AE1643'RIGHT) AND PICK WAY THRU BRUSH FOR 0.10 MI TO STATION.
 AE1643
 AE1643                          STATION RECOVERY (1974)
 AE1643
 AE1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1643'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE
 AE1643'MARK HAD BEEN HIT BY MACHINERY AND WAS BATTERED AND TILTED.
 AE1643'REFERENCE MARKS 2 AND 3 WERE ESTABLISHED.  FOLLOWING IS A
 AE1643'NEW DESCRIPTION.
 AE1643'
 AE1643'THE STATION IS ABOUT 10 MILES SOUTH AND 4-1/2 MILES EAST OF
 AE1643'ZAPATA, 4 MILES NORTH AND 5 MILES WEST OF LOPENO, 5 MILES WEST
 AE1643'OF U.S. HIGHWAY 83 AND ON PROPERTY OWNED BY ABEL VELA OF
 AE1643'LAREDO TEXAS, TELEPHONE NUMBER 723-4463.
 AE1643'
 AE1643'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 AE1643'AND FARM ROAD 2687, WHICH IS ABOUT 5 MILES NORTH OF LOPENO,
 AE1643'GO NORTHWEST ON U.S. HIGHWAY 83 FOR 2.25 MILES TO A SIDE ROAD
 AE1643'AND METAL GATE ON THE LEFT AT A SIGN PRIMAVERA RANCH.  TURN
 AE1643'LEFT AND GO WEST ON GRAVELED ROAD FOR 0.7 MILE TO A WINDMILL
 AE1643'AND CORRAL ON THE LEFT.  CONTINUE WEST ON GRAVELED ROAD FOR
 AE1643'1.7 MILES TO A CATTLE GUARD.  CONTINUE WEST ON GRAVELED ROAD
 AE1643'FOR 0.55 MILE TO A CATTLE GUARD.  CONTINUE WEST ON GRAVELED
 AE1643'ROAD FOR 0.8 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO SOUTH
 AE1643'ON TRACK ROAD FOR 0.5 MILE TO A FORK.  BEAR RIGHT AND GO
 AE1643'SOUTHWEST ON TRACK ROAD FOR 0.3 MILE TO A TRACK ROAD
 AE1643'RIGHT.  TURN RIGHT AND GO WESTERLY ALONG THE TOP OF A RIDGE
 AE1643'FOR 0.15 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 AE1643'STATION.
 AE1643'
 AE1643'STATION MARK IS A STANDARD DISK, STAMPED ROLETA 1917, SET IN
 AE1643'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 AE1643'3 INCHES ABOVE THE GROUND.  IT IS 12.0 FEET SOUTHEAST OF A
 AE1643'WITNESS POST.
 AE1643'
 AE1643'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROLETA 1917
 AE1643'NO 2 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1643'MONUMENT, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 33.8
 AE1643'FEET EAST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS
 AE1643'THE STATION.
 AE1643'
 AE1643'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ROLETA 1917 NO 3
 AE1643'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1643'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 33.5 FEET SOUTH
 AE1643'OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AE1643'
 AE1643'NOTE--STATION ALE 1917 WILL SERVE AS THE AZIMUTH MARK.
 AE1643'
 AE1643'HEIGHT OF LIGHT ABOVE STATION MARK 4.43 FEET.
 AE1643'
 AE1643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 AE1643'NORTHWEST OF LOPENO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2796 ***********************************************************************
 CS2796  DESIGNATION -  ROLETTI
 CS2796  PID         -  CS2796
 CS2796  STATE/COUNTY-  TX/DALLAS
 CS2796  USGS QUAD   -  OAK CLIFF (1981)
 CS2796
 CS2796                         *CURRENT SURVEY CONTROL
 CS2796  ___________________________________________________________________
 CS2796* NAD 83(1993)-  32 39 03.72324(N)    096 46 57.28032(W)     ADJUSTED  
 CS2796* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 CS2796  ___________________________________________________________________
 CS2796  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 CS2796  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CS2796
 CS2796  HORZ ORDER  -  FIRST
 CS2796
 CS2796.The horizontal coordinates were established by classical geodetic methods
 CS2796.and adjusted by the National Geodetic Survey in February 1996..
 CS2796
 CS2796.The orthometric height was scaled from a topographic map.
 CS2796
 CS2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2796
 CS2796.The geoid height was determined by GEOID03.
 CS2796
 CS2796;                    North         East     Units Scale Factor Converg.
 CS2796;SPC TXNC     - 2,110,473.585   761,103.670   MT  0.99989691   +0 56 12.0
 CS2796;SPC TXNC     - 6,924,112.09  2,497,054.29   sFT  0.99989691   +0 56 12.0
 CS2796;UTM  14      - 3,614,773.594   707,975.788   MT  1.00013339   +1 11 48.4
 CS2796
 CS2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2796!SPC TXNC     -   0.99997542  x   0.99989691  =   0.99987234
 CS2796!UTM  14      -   0.99997542  x   1.00013339  =   1.00010881
 CS2796
 CS2796|---------------------------------------------------------------------|
 CS2796| PID    Reference Object                     Distance      Geod. Az  |
 CS2796|                                                           dddmmss.s |
 CS2796| CY2142 ROLETTI RM 2                         53.950 METERS 03838     |
 CS2796| CS2804 LANCASTER MUNICIPAL TANK            APPROX. 6.8 KM 1545943.6 |
 CS2796| CY3037 ROLETTI RM 1                         20.773 METERS 15956     |
 CS2796| CS2793 LISBON VETERANS HOSPITAL TANK       APPROX. 5.2 KM 3535057.2 |
 CS2796| CY3036 ROLETTI AZ MK                                      3563553.0 |
 CS2796|---------------------------------------------------------------------|
 CS2796
 CS2796                          SUPERSEDED SURVEY CONTROL
 CS2796
 CS2796  NAD 83(1986)-  32 39 03.72973(N)    096 46 57.26228(W) AD(       ) 1
 CS2796  NAD 27      -  32 39 03.24600(N)    096 46 56.26900(W) AD(       ) 1
 CS2796
 CS2796.Superseded values are not recommended for survey control.
 CS2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2796.See file dsdata.txt to determine how the superseded data were derived.
 CS2796
 CS2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0797614774(NAD 83)
 CS2796_MARKER: DS = TRIANGULATION STATION DISK
 CS2796_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CS2796
 CS2796  HISTORY     - Date     Condition        Report By
 CS2796  HISTORY     - 1947     MONUMENTED       CGS
 CS2796  HISTORY     - 1958     GOOD             CGS
 CS2796  HISTORY     - 1960     GOOD             CGS
 CS2796  HISTORY     - 1963     GOOD             CGS
 CS2796  HISTORY     - 1986     GOOD             USPSQD
 CS2796  HISTORY     - 20030512 GOOD             TX1730
 CS2796  HISTORY     - 20051221 POOR             NGS
 CS2796
 CS2796                          STATION DESCRIPTION
 CS2796
 CS2796'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2796'STATION IS ABOUT 5-1/2 MILES NORTH NORTHWEST OF LANCASTER
 CS2796'AND ABOUT 5 MILES WEST NORTHWEST OF HUTCHINS.  IT IS LOCATED
 CS2796'ON THE WEST RIGHT OF WAY OF STATE ROUTE NO. 342.  STATION
 CS2796'IS 52 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE ROUTE
 CS2796'NO. 342, 97 FEET NORTH OF A PRIVATE DRIVEWAY AND 9 FEET
 CS2796'EAST OF A FENCE.  THE MARK IS ABOUT 10 INCHES UNDERGROUND
 CS2796'AND THE DISK IS STAMPED ROLETTI 1947.
 CS2796'
 CS2796'REFERENCE MARK NO. 1 IS 68.15 FEET SOUTH OF STATION, 41 FEET
 CS2796'WEST OF THE APPROXIMATE CENTERLINE OF STATE ROUTE NO. 342,
 CS2796'29 FEET NORTH OF A PRIVATE DRIVEWAY AND 1 FOOT EAST OF
 CS2796'A FENCE.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS
 CS2796'STAMPED ROLETTI NO 1 1947.
 CS2796'
 CS2796'REFERENCE MARK NO. 2 IS 177.00 FEET NORTHEAST OF STATION,
 CS2796'79 FEET EAST OF APPROXIMATE CENTERLINE OF STATE ROUTE NO.
 CS2796'342, 75 FEET NORTH OF PALO ALTO DRIVE AND 2 FEET SOUTH OF
 CS2796'A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 1 INCH AND THE
 CS2796'DISK IS STAMPED ROLETTI NO 2 1947.
 CS2796'
 CS2796'AZIMUTH MARK IS 0.4 MILE NORTH OF STATION, 59 FEET EAST OF
 CS2796'THE APPROXIMATE CENTERLINE OF STATE ROUTE NO. 342, 20 FEET
 CS2796'NORTH OF ALAMAIN DRIVE, 2.8 FEET SOUTH OF A TELEPHONE POLE
 CS2796'AND 2.7 FEET EAST OF WHITE WITNESS POST.  THE MARK PROJECTS
 CS2796'ABOUT 2 INCHES AND THE DISK IS STAMPED ROLETTI 1947.
 CS2796'
 CS2796'TO REACH STATION FROM THE FIRST NATIONAL BANK IN LANCASTER
 CS2796'GO WEST ONE BLOCK TO THE INTERSECTION OF STATE ROUTE NO. 342.
 CS2796'TURN RIGHT ON STATE ROUTE NO. 342 AND GO NORTH FOR 4.4 MILES
 CS2796'TO STATION ON LEFT OR WEST OF STATE ROUTE NO. 342 AS DESCRIBED.
 CS2796'
 CS2796'TO REACH AZIMUTH FROM STATION GO NORTH ON STATE ROUTE NO. 342
 CS2796'FOR 0.4 MILE TO AZIMUTH ON RIGHT OR EAST OF STATE ROUTE NO.
 CS2796'342 AS DESCRIBED.
 CS2796'
 CS2796'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 CS2796
 CS2796                          STATION RECOVERY (1958)
 CS2796
 CS2796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2796'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CS2796'NUMEROUS ERRORS WERE FOUND IN THE DESCRIPTION WHICH IS REVISED
 CS2796'AS FOLLOWS--
 CS2796'
 CS2796'STATION IS ABOUT 5-1/2 MILES NORTH, NORTHWEST OF LANCASTER
 CS2796'AND 5 MILES WEST OF HUTCHINS ALONG THE WEST SIDE OF STATE
 CS2796'HIGHWAY NO. 342.  IT IS ABOUT 52 FEET WEST OF THE CENTERLINE
 CS2796'OF THE HIGHWAY, 97 FEET NORTH OF A PRIVATE ENTRANCE DRIVE
 CS2796'AND 10 EAST OF THE WEST RIGHT-OF-WAY FENCE.  IT IS 30 FEET
 CS2796'SOUTHEAST OF A 20 IN DIAMETER HACKBERRY TREE.  A STANDARD
 CS2796'STATION DISK STAMPED ROLETTI 1947 IN A CONCRETE MONUMENT
 CS2796'ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2796'
 CS2796'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 59 FEET
 CS2796'EAST OF THE APPROXIMATE CENTERLINE OF HIGHWAY NO. 342, 20
 CS2796'FEET NORTH OF THE APPROXIMATE CENTERLINE OF ALAMAIN DRIVE
 CS2796'AT THE EDGE OF THE GUTTER AND 2-1/2 FEET NORTH EAST
 CS2796'OF A WATER VALVE.  A STANDARD DISK STAMPED ROLETTI 1947 IN
 CS2796'A CONCRETE POST WHICH IS ABOUT FLUSH WITH THE SURFACE OF
 CS2796'THE GROUND.
 CS2796'
 CS2796'REFERENCE NO. 1 IS A STANDARD DISK STAMPED ROLETTI 1947 NO.
 CS2796'1 IN A CONCRETE MONUMENT PROJECTING ABOUT 1 INCH, 177.00
 CS2796'FEET NORTHEAST OF THE STATION, 79 FEET EAST OF THE APPROXIMATE
 CS2796'CENTERLINE OF THE HIGHWAY, 75 FEET NORTH OF THE APPROXIMATE
 CS2796'CENTERLINE OF PALO ALTO DRIVE, IN THE LAWN AND IN RANGE WITH
 CS2796'THE SOUTH SIDE OF A YELLOWBRICK HOUSE.  IT IS 2 FEET SOUTH
 CS2796'OF A POWER POLE AND DUE EAST OF A RIGHT-OF-WAY POST.
 CS2796'
 CS2796'REFERENCE NO. 2 IS 68.15 FEET SOUTH OF THE STATION, 41 FEET
 CS2796'WEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 5 FEET
 CS2796'EAST OF THE WEST RIGHT-OF-WAY FENCE AND 20 FEET NORTH OF
 CS2796'A POWER POLE AND THE FENCE CORNER POST WHICH IS AT THE NORTHEAST
 CS2796'CORNER OF THE FARMYARD.
 CS2796'
 CS2796'TO REACH FROM THE MAIN STREET INTERSECTION IN LANCASTER
 CS2796'WITH STATE HIGHWAY NO. 342, GO NORTH ON THE HIGHWAY 04.4 MILES
 CS2796'TO THE TOP OF THE LOW DIVIDE AND THE STATION ON THE LEFT.
 CS2796'CONTINUE NORTH 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CS2796
 CS2796                          STATION RECOVERY (1960)
 CS2796
 CS2796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2796'STATION HAS BEEN BURIED.  REFERENCE MARKS NO. 1 AND NO. 2
 CS2796'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CS2796'FOR PROCEEDING TO STATION SITE ARE CORRECT.  NOTE THAT DESCRIPTIONS
 CS2796'OF REFERENCE MARKS NO. 1 AND NO. 2 ARE TRANSPOSED.
 CS2796
 CS2796                          STATION RECOVERY (1963)
 CS2796
 CS2796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2796'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CS2796'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1958 RECOVERY
 CS2796'NOTE DESCRIPTION OF THE STATION AND THE TO REACH THE STATION
 CS2796'ARE ADEQUATE FOR RECOVERY.
 CS2796
 CS2796                          STATION RECOVERY (1986)
 CS2796
 CS2796'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CS2796'RECOVERED IN GOOD CONDITION.
 CS2796
 CS2796                          STATION RECOVERY (2003)
 CS2796
 CS2796'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS2796'30 FEET WEST OF EDGE OF PAVEMENT FOR LANCASTER ROAD, 4.5 FEET NORTH OF
 CS2796'CENTERLINE OF PALO ALTO DRIVE
 CS2796
 CS2796                          STATION RECOVERY (2005)
 CS2796
 CS2796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DB)
 CS2796'RM 1 IS DESTROYED.  THIS REPORT SUBMITTED BY GARY FREER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0671 ***********************************************************************
 EN0671  DESIGNATION -  ROLLA
 EN0671  PID         -  EN0671
 EN0671  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0671  USGS QUAD   -  ROLLA (1982)
 EN0671
 EN0671                         *CURRENT SURVEY CONTROL
 EN0671  ___________________________________________________________________
 EN0671* NAD 83(1993)-  34 47 24.75350(N)    100 19 49.77183(W)     ADJUSTED  
 EN0671* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 EN0671  ___________________________________________________________________
 EN0671  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 EN0671  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EN0671
 EN0671  HORZ ORDER  -  FIRST
 EN0671
 EN0671.The horizontal coordinates were established by classical geodetic methods
 EN0671.and adjusted by the National Geodetic Survey in February 1996..
 EN0671
 EN0671.The orthometric height was scaled from a topographic map.
 EN0671
 EN0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0671
 EN0671.The geoid height was determined by GEOID03.
 EN0671
 EN0671;                    North         East     Units Scale Factor Converg.
 EN0671;SPC TX N     - 1,088,297.324   307,028.342   MT  0.99997046   +0 40 40.0
 EN0671;SPC TX N     - 3,570,522.14  1,007,308.82   sFT  0.99997046   +0 40 40.0
 EN0671;UTM  14      - 3,850,584.947   378,277.481   MT  0.99978261   -0 45 33.3
 EN0671
 EN0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0671!SPC TX N     -   0.99990384  x   0.99997046  =   0.99987430
 EN0671!UTM  14      -   0.99990384  x   0.99978261  =   0.99968647
 EN0671
 EN0671:                Primary Azimuth Mark                     Grid Az
 EN0671:SPC TX N     -  WELLINGTON VUMORE TV MAST                048 45 31.7
 EN0671:UTM  14      -  WELLINGTON VUMORE TV MAST                050 11 45.0
 EN0671
 EN0671|---------------------------------------------------------------------|
 EN0671| PID    Reference Object                     Distance      Geod. Az  |
 EN0671|                                                           dddmmss.s |
 EN0671| EN0643 WELLINGTON VUMORE TV MAST           APPROX.12.8 KM 0492611.7 |
 EN0671| EN0644 WELLINGTON RADIO KKA 545 MAST       APPROX.12.0 KM 0520441.8 |
 EN0671| EN0637 WELLINGTON MUNICIPAL TANK           APPROX.13.1 KM 0541453.9 |
 EN0671| CX8105 ROLLA RM 1                            7.770 METERS 06751     |
 EN0671| CX8104 ROLLA AZ MK                                        0844830.4 |
 EN0671| EN0639 WELLINGTON ATT MICROWAVE MAST       APPROX.14.3 KM 0895828.3 |
 EN0671| EN0641 WELLINGTON GRAIN TRANS MAST         APPROX.12.5 KM 0972535.9 |
 EN0671| CX8106 ROLLA RM 2                            7.907 METERS 35041     |
 EN0671|---------------------------------------------------------------------|
 EN0671
 EN0671                          SUPERSEDED SURVEY CONTROL
 EN0671
 EN0671  NAD 83(1993)-  34 47 24.75373(N)    100 19 49.77171(W) AD(       ) 1
 EN0671  NAD 83(1986)-  34 47 24.75871(N)    100 19 49.76398(W) AD(       ) 1
 EN0671  NAD 27      -  34 47 24.56069(N)    100 19 48.33430(W) AD(       ) 1
 EN0671
 EN0671.Superseded values are not recommended for survey control.
 EN0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0671.See file dsdata.txt to determine how the superseded data were derived.
 EN0671
 EN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7827750585(NAD 83)
 EN0671_MARKER: DS = TRIANGULATION STATION DISK
 EN0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0671
 EN0671  HISTORY     - Date     Condition        Report By
 EN0671  HISTORY     - 1967     MONUMENTED       CGS
 EN0671
 EN0671                          STATION DESCRIPTION
 EN0671
 EN0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0671'THE STATION IS ABOUT 14 MILES EAST-NORTHEAST OF MEMPHIS, 8-1/4 MILES
 EN0671'SOUTHWEST OF WELLINGTON, 1-3/4 MILES SOUTHWEST OF THE SMALL
 EN0671'COMMUNITY OF ROLLA, ON THE HIGHEST POINT OF A SMALL GRASSY KNOLL IN
 EN0671'PASTURE LAND OWNED BY THE DONEGHY RANCH WHICH IS LOCATED 1-MILE
 EN0671'NORTH OF THE STATION.
 EN0671'
 EN0671'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 EN0671'ROAD 338 IN THE SOUTHEAST EDGE OF WELLINGTON, GO WEST ON FARM ROAD
 EN0671'338 FOR 3.8 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH
 EN0671'AND WEST ON FARM ROAD 338 FOR 4.7 TO A CROSSROAD AT THE SMALL
 EN0671'COMMUNITY OF ROLLA, CONTINUE AHEAD FOR 1.0 MILE TO A SIDE ROAD ON
 EN0671'THE LEFT AT SIGN DONEGHY RANCH REGISTERED BRAHMANS, 2 MILES.
 EN0671'TURN LEFT AND GO SOUTH ON BLADED ROAD FOR 0.95 MILE TO A WIRE
 EN0671'GATE ON THE RIGHT AND A GRAVELED ROAD ON THE LEFT, TURN RIGHT
 EN0671'PASSING THROUGH THE GATE AND GO SOUTHWEST ON TRACK ROAD FOR 0.05
 EN0671'MILE TO THE TOP OF KNOLL AND THE STATION.
 EN0671'
 EN0671'STATION MARK IS A STANDARD DISK, STAMPED ROLLA 1967, SET IN THE TOP
 EN0671'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2
 EN0671'INCHES.  IT IS 198.0 FEET SOUTH OF AN EAST-WEST FENCE LINE, 49.0
 EN0671'FEET NORTHWEST OF THE CENTERLINE OF A TRACK ROAD, 10.0 FEET EAST OF
 EN0671'THE WEST SLOPE OF KNOLL AND 7.0 FEET EAST OF A WITNESS POST.
 EN0671'
 EN0671'THE UNDERGROUND MARK IS 36 INCHES BELOW THE GROUND SURFACE.
 EN0671'
 EN0671'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROLLA NO 1 1967, SET IN
 EN0671'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0671'PROJECTS 4 INCHES.  IT IS 46.0 FEET WEST-NORTHWEST OF THE
 EN0671'CENTERLINE OF THE TRACK ROAD, 189.0 FEET SOUTH OF THE EAST-WEST
 EN0671'FENCE LINE, 33.0 FEET EAST OF THE WITNESS POST AND ABOUT 1 FOOT
 EN0671'LOWER THAN THE STATION.
 EN0671'
 EN0671'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROLLA NO 2 1967, SET
 EN0671'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0671'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 172.0 FEET NORTHWEST OF
 EN0671'THE EAST-WEST FENCE LINE 26.0 FEET NORTH OF THE WITNESS POST AND
 EN0671'ABOUT THE SAME ELEVATION AS THE STATION.
 EN0671'
 EN0671'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROLLA 1967, SET IN THE TOP
 EN0671'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 EN0671'INCHES ABOVE THE GROUND.  IT IS 35.0 FEET NORTH OF THE CENTERLINE
 EN0671'OF AN EAST-WEST GRAVELED ROAD, 83.6 FEET WEST OF A FENCE CORNER
 EN0671'POST, 4.0 FEET WEST OF A WITNESS POST AND 1.8 FEET SOUTH OF AN
 EN0671'EAST-WEST FENCE LINE.  TO REACH THE MARK FROM THE STATION, GO
 EN0671'EAST ON GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0835 ***********************************************************************
 CB0835  DESIGNATION -  ROLLINS
 CB0835  PID         -  CB0835
 CB0835  STATE/COUNTY-  TX/COKE
 CB0835  USGS QUAD   -  BRONTE (1987)
 CB0835
 CB0835                         *CURRENT SURVEY CONTROL
 CB0835  ___________________________________________________________________
 CB0835* NAD 83(1993)-  31 59 38.23193(N)    100 19 42.86873(W)     ADJUSTED  
 CB0835* NAVD 88     -       729.6    (meters)    2394.     (feet)  VERTCON   
 CB0835  ___________________________________________________________________
 CB0835  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CB0835  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CB0835
 CB0835  HORZ ORDER  -  FIRST
 CB0835
 CB0835.The horizontal coordinates were established by classical geodetic methods
 CB0835.and adjusted by the National Geodetic Survey in February 1996..
 CB0835
 CB0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0835
 CB0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0835
 CB0835.The geoid height was determined by GEOID03.
 CB0835
 CB0835;                    North         East     Units Scale Factor Converg.
 CB0835;SPC TX C     - 3,258,006.677   700,449.707   MT  1.00003159   +0 00 08.8
 CB0835;SPC TX C     -10,688,976.91  2,298,058.75   sFT  1.00003159   +0 00 08.8
 CB0835;SPC TXNC     - 2,037,798.297   427,202.449   MT  1.00004152   -0 59 50.3
 CB0835;SPC TXNC     - 6,685,676.58  1,401,580.03   sFT  1.00004152   -0 59 50.3
 CB0835;UTM  14      - 3,540,536.502   374,495.818   MT  0.99979425   -0 42 14.4
 CB0835
 CB0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0835!SPC TX C     -   0.99988942  x   1.00003159  =   0.99992101
 CB0835!SPC TXNC     -   0.99988942  x   1.00004152  =   0.99993094
 CB0835!UTM  14      -   0.99988942  x   0.99979425  =   0.99968370
 CB0835
 CB0835:                Primary Azimuth Mark                     Grid Az
 CB0835:SPC TX C     -  ROLLINS AZ MK                            072 47 27.4
 CB0835:SPC TXNC     -  ROLLINS AZ MK                            073 47 26.5
 CB0835:UTM  14      -  ROLLINS AZ MK                            073 29 50.6
 CB0835
 CB0835|---------------------------------------------------------------------|
 CB0835| PID    Reference Object                     Distance      Geod. Az  |
 CB0835|                                                           dddmmss.s |
 CB0835| CV6142 ROLLINS AZ MK                                      0724736.2 |
 CB0835| CV6143 ROLLINS RM 1                          6.493 METERS 12850     |
 CB0835| CB0825 MILES MUNICIPAL TANK                APPROX.46.0 KM 1622146.4 |
 CB0835| CB0836 BRONTE MUNICIPAL TANK               APPROX.12.2 KM 1653756.9 |
 CB0835| CV6144 ROLLINS RM 2                          4.530 METERS 24827     |
 CB0835|---------------------------------------------------------------------|
 CB0835
 CB0835                          SUPERSEDED SURVEY CONTROL
 CB0835
 CB0835  NAD 83(1986)-  31 59 38.23753(N)    100 19 42.85537(W) AD(       ) 1
 CB0835  NAD 27      -  31 59 37.74000(N)    100 19 41.51300(W) AD(       ) 1
 CB0835  NGVD 29 (07/19/86)  729.4    (m)         2393.     (f) VERT ANG       
 CB0835
 CB0835.Superseded values are not recommended for survey control.
 CB0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0835.See file dsdata.txt to determine how the superseded data were derived.
 CB0835
 CB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA7449640537(NAD 83)
 CB0835_MARKER: DS = TRIANGULATION STATION DISK
 CB0835_SETTING: 66 = SET IN ROCK OUTCROP
 CB0835
 CB0835  HISTORY     - Date     Condition        Report By
 CB0835  HISTORY     - 1935     MONUMENTED       CGS
 CB0835  HISTORY     - 1958     GOOD             USGS
 CB0835
 CB0835                          STATION DESCRIPTION
 CB0835
 CB0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0835'STATION IS LOCATED ON THE SUMMIT OF A SHARP TOPPED PEAK
 CB0835'KNOWN AS JONES PEAK, SLIGHTLY LOWER AND DETACHED FROM PLATEAU
 CB0835'LAND LYING TO THE W.  PEAK IS 2-1/4 MILES W BY S OF FORT
 CB0835'CHADBOURNE RAILROAD STATION.
 CB0835'
 CB0835'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CB0835'HOLE IN OUTCROPPING BEDROCK, AND SURROUNDED BY A TRIANGLE
 CB0835'CHISELED IN THE ROCK.
 CB0835'
 CB0835'THE REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CB0835'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CB0835'
 CB0835'AZIMUTH MARK IS 0.5 MILE E OF STATION.  REACHED FROM END OF
 CB0835'TRUCK TRAVEL BY GOING N 0.1 MILE TO GATE TO SPIVEYS YARD, FROM
 CB0835'HERE GO 0.5 MILE E, TURN RIGHT AND GO 75 YARDS TO OUTCROPPING
 CB0835'BEDROCK ON LEFT AND MARK AT E EDGE OF CLEARING.
 CB0835'
 CB0835'STATION IS REACHED FROM BLACKWELL BY GOING S ON STATE HIGHWAY
 CB0835'70 FOR 7.05 MILES AND TURN RIGHT (W) AT CROSSROADS.  THIS
 CB0835'POINT IS 7.5 MILES N ALONG STATE HIGHWAY 70 FROM BRONTE.  GO
 CB0835'W 0.9 MILE AND TURN RIGHT (N) BEFORE REACHING RAILROAD TRACKS
 CB0835'AND GO N 0.5 MILE TO FORT CHADBOURNE.  FROM RAILROAD STATION
 CB0835'GO W 0.2 MILE AND TAKE ROAD LEADING W ON S SIDE OF CHURCH
 CB0835'1.2 MILES TO THE YARD OF ST. NICHOLAS.  PROCEED STRAIGHT AHEAD
 CB0835'THROUGH YARD TO THE LEFT OF THE BARN ON DIM ROAD AND GO 1.25
 CB0835'MILES TO A GATE AT ENTRANCE TO SPIVEYS YARD.  DO NOT PASS
 CB0835'THROUGH GATE BUT TURN LEFT AND GO S ALONG FENCE ABOUT 0.1
 CB0835'MILE TO END OF TRUCK TRAVEL.  TO CLIMB FROM HERE TO TOP OF
 CB0835'PEAK TO THE W IS A STEEP 250 FEET.  STATION IS ON VERY
 CB0835'SUMMIT.
 CB0835'
 CB0835'ALL CUTS VISIBLE FROM GROUND FROM THIS STATION.
 CB0835'
 CB0835'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CB0835
 CB0835                          STATION RECOVERY (1958)
 CB0835
 CB0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CB0835'STATION RECOVERED IN GOOD CONDITION.
 CB0835'
 CB0835'STATION MARK--STANDARD USC AND GS BRONZE DISK, WEDGED IN A DRILL
 CB0835'HOLE IN OUTCROPPING BEDROCK.
 CB0835'
 CB0835'TO REACH THE STATION FROM BLACKWELL, TEXAS BY GOING S 7.0 MILES
 CB0835'ALONG STATE HIGHWAY 70 AND U.S. HIGHWAY 277 TO CROSSROADS.  THENCE
 CB0835'W 0.9 MILES ALONG GRADED ROAD TO RAILROAD CROSSING.  THENCE S 1.1
 CB0835'MILES TO A T-ROAD W.  THENCE W 2.0 MILES TO A T-FIELD ROAD N.
 CB0835'FOLLOW N THROUGH GATE 0.9 MILES ALONG FIELD ROAD TO BASE
 CB0835'OF HILL AND END OF TRUCK TRAVEL.  A 15 MINUTE PACK TO TOP
 CB0835'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1212 ***********************************************************************
 AE1212  DESIGNATION -  ROMA
 AE1212  PID         -  AE1212
 AE1212  STATE/COUNTY-  TX/STARR
 AE1212  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1212
 AE1212                         *CURRENT SURVEY CONTROL
 AE1212  ___________________________________________________________________
 AE1212* NAD 83(1993)-  26 28 13.99501(N)    099 01 41.82111(W)     ADJUSTED  
 AE1212* NAVD 88     -       132.468  (meters)     434.61   (feet)  ADJUSTED  
 AE1212  ___________________________________________________________________
 AE1212  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 AE1212  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AE1212  DYNAMIC HT  -         132.249 (meters)     433.89  (feet)  COMP
 AE1212  MODELED GRAV-     978,997.0   (mgal)                       NAVD 88
 AE1212
 AE1212  HORZ ORDER  -  FIRST
 AE1212  VERT ORDER  -  FIRST     CLASS II
 AE1212
 AE1212.The horizontal coordinates were established by classical geodetic methods
 AE1212.and adjusted by the National Geodetic Survey in February 1996..
 AE1212
 AE1212.The orthometric height was determined by differential leveling
 AE1212.and adjusted by the National Geodetic Survey in June 1991..
 AE1212.WARNING-Repeat measurements at this control monument indicate possible
 AE1212.vertical movement.
 AE1212
 AE1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1212
 AE1212.The geoid height was determined by GEOID03.
 AE1212
 AE1212.The dynamic height is computed by dividing the NAVD 88
 AE1212.geopotential number by the normal gravity value computed on the
 AE1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1212.degrees latitude (g = 980.6199 gals.).
 AE1212
 AE1212.The modeled gravity was interpolated from observed gravity values.
 AE1212
 AE1212;                    North         East     Units Scale Factor Converg.
 AE1212;SPC TX S     - 5,089,175.237   247,325.393   MT  0.99993736   -0 14 23.4
 AE1212;SPC TX S     -16,696,735.76    811,433.39   sFT  0.99993736   -0 14 23.4
 AE1212;UTM  14      - 2,927,796.751   497,180.811   MT  0.99960010   -0 00 45.4
 AE1212
 AE1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1212!SPC TX S     -   0.99998282  x   0.99993736  =   0.99992018
 AE1212!UTM  14      -   0.99998282  x   0.99960010  =   0.99958292
 AE1212
 AE1212|---------------------------------------------------------------------|
 AE1212| PID    Reference Object                     Distance      Geod. Az  |
 AE1212|                                                           dddmmss.s |
 AE1212| AE1299 ROMA RM 2                            41.816 METERS 04411     |
 AE1212| AE1298 ROMA RM 3                            31.940 METERS 14111     |
 AE1212| AE1660 ROMA CATHOLIC CHURCH SPIRE          APPROX. 7.2 KM 1711909.3 |
 AE1212| AE1659 ROMA CHURCH OF COVENANT CUPOLA      APPROX. 7.1 KM 1712320.0 |
 AE1212| AE1661 ROMA MUN TANK                       APPROX. 7.1 KM 1725049.5 |
 AE1212| CV3370 ROMA RM 4                                          1872531.6 |
 AE1212| CV3369 ROMA RM                              13.520 METERS 18914     |
 AE1212|---------------------------------------------------------------------|
 AE1212
 AE1212                          SUPERSEDED SURVEY CONTROL
 AE1212
 AE1212  NAD 83(1986)-  26 28 13.99572(N)    099 01 41.78104(W) AD(       ) 1
 AE1212  NAD 27      -  26 28 12.77570(N)    099 01 40.66828(W) AD(       ) 1
 AE1212  NGVD 29 (??/??/92)  132.502  (m)          434.72   (f) ADJ UNCH    1 2
 AE1212
 AE1212.Superseded values are not recommended for survey control.
 AE1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1212.See file dsdata.txt to determine how the superseded data were derived.
 AE1212
 AE1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9718127797(NAD 83)
 AE1212_MARKER: DS = TRIANGULATION STATION DISK
 AE1212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1212_SP_SET: CONCRETE MASS
 AE1212_STAMPING: ROMA 1917
 AE1212_MARK LOGO: CGS   
 AE1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1212
 AE1212  HISTORY     - Date     Condition        Report By
 AE1212  HISTORY     - 1917     MONUMENTED       CGS
 AE1212  HISTORY     - 1933     GOOD             CGS
 AE1212  HISTORY     - 1939     SEE DESCRIPTION  IBC
 AE1212  HISTORY     - 1942     SEE DESCRIPTION  CGS
 AE1212  HISTORY     - 1942     GOOD             NGS
 AE1212  HISTORY     - 1958     GOOD             AMS
 AE1212  HISTORY     - 1974     GOOD             NGS
 AE1212  HISTORY     - 1981     GOOD             NGS
 AE1212
 AE1212                          STATION DESCRIPTION
 AE1212
 AE1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1212'STATION IS ON THE TOP OF A FLAT RIDGE 4-1/2 MILES N OF ROMA,
 AE1212'3/4 MILE N OF THE POINT WHERE THE MILITARY ROAD FOR ZAPATA
 AE1212'FORKS TO THE LEFT, 14 METERS (46 FEET) E OF THE ROMA-HEBRONVILLE
 AE1212'WAGON ROAD AND 4 METERS (13 FEET) E OF THE E FENCE ALONG THIS
 AE1212'ROAD.
 AE1212'
 AE1212'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF CONCRETE.
 AE1212'
 AE1212'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1212'
 AE1212'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1212'CONCRETE, 13.52 METERS (44.4 FEET) FROM THE STATION S 9 DEG 14 MIN W.
 AE1212
 AE1212                          STATION RECOVERY (1933)
 AE1212
 AE1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AE1212'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 AE1212'CONDITION.
 AE1212'
 AE1212'ELEVATION OF STATION, 132.2 METERS (434 FEET).
 AE1212
 AE1212                          STATION RECOVERY (1939)
 AE1212
 AE1212'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939
 AE1212'FOUND AS DESCRIBED EXCEPT THAT A CHANGE IN THE WAGON ROAD
 AE1212'NECESSITATES A REVISION OF DESCRIPTION TO READ AS FOLLOWS--ON
 AE1212'THE TOP OF A FLAT RIDGE, 4-1/2 MILES N OF ROMA, 3/4 MILE N OF
 AE1212'THE POINT WHERE THE MILITARY ROAD FOR ZAPATA FORKS TO THE LEFT,
 AE1212'ABOUT 50 FEET W OF ROAD.
 AE1212'
 AE1212'WE NOTICED SIGNS OF DISINTEGRATION OF THE CONCRETE OF THE
 AE1212'SURFACE MARKS, APPARENTLY DUE TO THE FACT THAT THE MARKS WERE
 AE1212'MADE WITH NEAT CEMENT AND GRAVEL, WITHOUT USING ANY SAND IN
 AE1212'THE CONCRETE.  THE CEMENT WAS CHECKING BADLY, AND THE SURFACE
 AE1212'MARKS APPEARED TO BE IN DANGER OF DESTRUCTION BY SPALLING.
 AE1212
 AE1212                          STATION RECOVERY (1942)
 AE1212
 AE1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AE1212'STATION WAS RECOVERED AS DESCRIBED.
 AE1212'
 AE1212'STATION IS ABOUT 0.75 MILE N OF U.S. HIGHWAY 83, 100 FEET W
 AE1212'OF THE CENTER LINE OF N-S DIRT ROAD, AT THE TOP OF A FLAT RIDGE,
 AE1212'IN OPEN FIELD, 80.5 FEET W OF RIGHT-OF-WAY FENCE, AND 2.9 FEET N
 AE1212'OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS STAMPED
 AE1212'ROMA 1917.  THE MONUMENT PROJECTS ABOUT 0.3 FOOT.
 AE1212'
 AE1212'REFERENCE MARK IS ABOUT 100 FEET W OF THE CENTER LINE OF THE
 AE1212'ROAD, 44.4 FEET S OF THE STATION.  IT IS (NOTE 11A) STAMPED
 AE1212'ROMA 1917.  THE MONUMENT PROJECTS 0.1 FOOT.
 AE1212'
 AE1212'TO REACH FROM THE CATHOLIC CHURCH AT ROMA, PROCEED 3.7 MILES
 AE1212'W ALONG U.S. HIGHWAY 83 TO INTERSECTION OF DIRT ROAD LEADING
 AE1212'N, THENCE GO ABOUT 0.75 MILE N ALONG THE DIRT ROAD TO THE TOP
 AE1212'OF A RIDGE AND THE STATION SITE.
 AE1212
 AE1212                          STATION RECOVERY (1942)
 AE1212
 AE1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AE1212'4.45 MI NW FROM ROMA.
 AE1212'TO REACH FROM THE CATHOLIC CHURCH AT ROMA, PROCEED 3.7 MILES
 AE1212'NORTHWESTERLY ALONG U. S. HIGHWAY NO. 83 TO THE INTERSECTION OF A DIRT
 AE1212'ROAD LEADING NORTH, THENCE 0.75 MILE NORTHERLY ALONG A DIRT ROAD TO
 AE1212'THE TOP OF A HILL AND SITE OF TRIANGULATION STATION.  STATION IS WEST
 AE1212'OF AND ACROSS THE ROAD FROM A LARGE OPEN FIELD.  IT IS 100.1 FEET WEST
 AE1212'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 80.5
 AE1212'FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 44.4 FEET NORTH OF REFERENCE
 AE1212'MARK, ROMA.  STATION IS 2.9 FEET NORTH OF A 4X4 INCH WHITE WOODEN
 AE1212'MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AE1212
 AE1212                          STATION RECOVERY (1958)
 AE1212
 AE1212'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AE1212'STATION RECOVERED AS DESCRIBED.
 AE1212'
 AE1212'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HILL.  IT IS 102
 AE1212'FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  25 FEET EAST OF
 AE1212'CENTERLINE OF DIM TRAIL.  533 FEET NORTH OF CENTERLINE OF
 AE1212'NORTH-SOUTH ROAD AND EXTENSION CENTERLINE OF FENCE EAST.
 AE1212
 AE1212                          STATION RECOVERY (1974)
 AE1212
 AE1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1212'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AE1212'THE REFERENCE MARKS WERE FOUND DESTROYED.  REFERENCE MARKS 2, 3
 AE1212'AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 AE1212'
 AE1212'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF ROMA, 4 MILES
 AE1212'EAST OF THE RIO GRANDE RIVER, 0.7 MILE NORTH OF U.S. HIGHWAY 83,
 AE1212'ON TOP OF A LOW FLAT RIDGE ON PROPERTY OWNED BY MR. W. GUERRA
 AE1212'OF RIO GRANDE CITY, HIS PHONE NUMBER IS 487-2131.
 AE1212'
 AE1212'TO REACH THE STATION FROM THE POST OFFICE IN ROMA GO NORTHWEST
 AE1212'ON U.S. HIGHWAY 83 FOR 3.0 MILES TO A SIDE ROAD RIGHT.  TURN
 AE1212'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR ABOUT 100 FEET TO A
 AE1212'CATTLE GUARD AND REFERENCE MARK 4 ON THE RIGHT.  CONTINUE NORTH ON
 AE1212'THE GRAVELED ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT.
 AE1212'
 AE1212'THE STATION MARK IS A STANDARD DISK STAMPED ROMA 1917, SET IN
 AE1212'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 AE1212'1 INCH ABOVE THE GROUND.  IT IS 106 FEET NORTHWEST OF A METAL
 AE1212'WITNESS POST, 99 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 AE1212'81 FEET WEST OF A FENCE AND 3 FEET EAST OF A METAL WITNESS
 AE1212'POST.
 AE1212'
 AE1212'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROMA NO 2 1917 1974,
 AE1212'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AE1212'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 139 FEET NORTHEAST
 AE1212'OF THE METAL WITNESS POST NEAR THE STATION, 19 FEET WEST OF
 AE1212'THE GRAVELED ROAD, 1.5 FEET WEST OF THE FENCE AND ABOUT THE
 AE1212'SAME ELEVATION AS THE STATION.
 AE1212'
 AE1212'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ROMA NO 3 1917
 AE1212'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1212'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 106.5 FEET
 AE1212'SOUTHEAST OF THE METAL WITNESS POST NEAR THE STATION, 19 FEET
 AE1212'WEST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET WEST OF A METAL
 AE1212'WITNESS POST AND FENCE, AND ABOUT THE SAME ELEVATION AS THE
 AE1212'STATION.
 AE1212'
 AE1212'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ROMA AZ NO 4 1917
 AE1212'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AE1212'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 110 FEET NORTHEAST
 AE1212'OF CENTER OF U.S. HIGHWAY 83, 26 FEET EAST OF THE GRAVELED
 AE1212'ROAD, 4 FEET WEST OF A FENCE AND 1.5 FEET WEST OF A METAL WITNESS
 AE1212'POST.
 AE1212'
 AE1212'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 AE1212'
 AE1212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 AE1212'NORTH OF ROMA
 AE1212
 AE1212                          STATION RECOVERY (1981)
 AE1212
 AE1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1660 ***********************************************************************
 AE1660  DESIGNATION -  ROMA CATHOLIC CHURCH SPIRE
 AE1660  PID         -  AE1660
 AE1660  STATE/COUNTY-  TX/STARR
 AE1660  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1660
 AE1660                         *CURRENT SURVEY CONTROL
 AE1660  ___________________________________________________________________
 AE1660* NAD 83(1993)-  26 24 22.78434(N)    099 01 02.62016(W)     ADJUSTED  
 AE1660* NAVD 88     -                                                        
 AE1660  ___________________________________________________________________
 AE1660  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AE1660  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1660
 AE1660  HORZ ORDER  -  THIRD
 AE1660
 AE1660.The horizontal coordinates were established by classical geodetic methods
 AE1660.and adjusted by the National Geodetic Survey in February 1996..
 AE1660
 AE1660
 AE1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1660
 AE1660.The geoid height was determined by GEOID03.
 AE1660
 AE1660;                    North         East     Units Scale Factor Converg.
 AE1660;SPC TX S     - 5,082,055.393   248,381.961   MT  0.99994828   -0 14 05.6
 AE1660;SPC TX S     -16,673,376.74    814,899.82   sFT  0.99994828   -0 14 05.6
 AE1660;UTM  14      - 2,920,683.591   498,265.232   MT  0.99960004   -0 00 27.8
 AE1660
 AE1660                          SUPERSEDED SURVEY CONTROL
 AE1660
 AE1660  NAD 83(1986)-  26 24 22.78454(N)    099 01 02.57968(W) AD(       ) 4
 AE1660  NAD 27      -  26 24 21.55535(N)    099 01 01.46924(W) AD(       ) 3
 AE1660
 AE1660.Superseded values are not recommended for survey control.
 AE1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1660.See file dsdata.txt to determine how the superseded data were derived.
 AE1660
 AE1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9826520684(NAD 83)
 AE1660_MARKER: 90 = CHURCH SPIRE
 AE1660
 AE1660  HISTORY     - Date     Condition        Report By
 AE1660  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1660  HISTORY     - 1958     GOOD             AMS
 AE1660  HISTORY     - 1974     GOOD             NGS
 AE1660
 AE1660                          STATION DESCRIPTION
 AE1660
 AE1660'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1958
 AE1660'THE CHURCH IS LOCATED IN THE SOUTHWEST END OF THE CHURCH.
 AE1660'IT IS 27 FEET NORTH OF THE NORTHWEST TIP OF TREE LINE.  60
 AE1660'FEET NORTHEAST OF CENTERLINE OF NORTHWEST-SOUTHEAST STREET.
 AE1660'49 FEET SOUTHEAST OF CENTERLINE OF NORTHEAST-SOUTHWEST ALLEY.
 AE1660
 AE1660                          STATION RECOVERY (1974)
 AE1660
 AE1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1660'THE STATION, ROMA CATHOLIC CHURCH SPIRE, WAS RECOVERED AS
 AE1660'DESCRIBED IN THE 1958 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1659 ***********************************************************************
 AE1659  DESIGNATION -  ROMA CHURCH OF COVENANT CUPOLA
 AE1659  PID         -  AE1659
 AE1659  STATE/COUNTY-  TX/STARR
 AE1659  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1659
 AE1659                         *CURRENT SURVEY CONTROL
 AE1659  ___________________________________________________________________
 AE1659* NAD 83(1993)-  26 24 24.35523(N)    099 01 03.20347(W)     ADJUSTED  
 AE1659* NAVD 88     -                                                        
 AE1659  ___________________________________________________________________
 AE1659  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AE1659  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1659
 AE1659  HORZ ORDER  -  THIRD
 AE1659
 AE1659.The horizontal coordinates were established by classical geodetic methods
 AE1659.and adjusted by the National Geodetic Survey in February 1996..
 AE1659
 AE1659
 AE1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1659
 AE1659.The geoid height was determined by GEOID03.
 AE1659
 AE1659;                    North         East     Units Scale Factor Converg.
 AE1659;SPC TX S     - 5,082,103.802   248,365.995   MT  0.99994820   -0 14 05.9
 AE1659;SPC TX S     -16,673,535.56    814,847.44   sFT  0.99994820   -0 14 05.9
 AE1659;UTM  14      - 2,920,731.919   498,249.080   MT  0.99960004   -0 00 28.1
 AE1659
 AE1659                          SUPERSEDED SURVEY CONTROL
 AE1659
 AE1659  NAD 83(1986)-  26 24 24.35520(N)    099 01 03.16302(W) AD(       ) 4
 AE1659  NAD 27      -  26 24 23.12770(N)    099 01 02.05376(W) AD(       ) 3
 AE1659
 AE1659.Superseded values are not recommended for survey control.
 AE1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1659.See file dsdata.txt to determine how the superseded data were derived.
 AE1659
 AE1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9824920732(NAD 83)
 AE1659_MARKER: 86 = CUPOLA
 AE1659
 AE1659  HISTORY     - Date     Condition        Report By
 AE1659  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1659
 AE1659                          STATION DESCRIPTION
 AE1659
 AE1659'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1661 ***********************************************************************
 AE1661  DESIGNATION -  ROMA MUN TANK
 AE1661  PID         -  AE1661
 AE1661  STATE/COUNTY-  TX/STARR
 AE1661  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1661
 AE1661                         *CURRENT SURVEY CONTROL
 AE1661  ___________________________________________________________________
 AE1661* NAD 83(1993)-  26 24 23.72340(N)    099 01 09.73030(W)     ADJUSTED  
 AE1661* NAVD 88     -                                                        
 AE1661  ___________________________________________________________________
 AE1661  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AE1661  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AE1661
 AE1661  HORZ ORDER  -  THIRD
 AE1661
 AE1661.The horizontal coordinates were established by classical geodetic methods
 AE1661.and adjusted by the National Geodetic Survey in February 1996..
 AE1661
 AE1661
 AE1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1661
 AE1661.The geoid height was determined by GEOID03.
 AE1661
 AE1661;                    North         East     Units Scale Factor Converg.
 AE1661;SPC TX S     - 5,082,085.101   248,185.041   MT  0.99994823   -0 14 08.9
 AE1661;SPC TX S     -16,673,474.20    814,253.76   sFT  0.99994823   -0 14 08.9
 AE1661;UTM  14      - 2,920,712.508   498,068.264   MT  0.99960005   -0 00 31.0
 AE1661
 AE1661                          SUPERSEDED SURVEY CONTROL
 AE1661
 AE1661  NAD 83(1986)-  26 24 23.72364(N)    099 01 09.68987(W) AD(       ) 4
 AE1661  NAD 27      -  26 24 22.49453(N)    099 01 08.57926(W) AD(       ) 3
 AE1661
 AE1661.Superseded values are not recommended for survey control.
 AE1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1661.See file dsdata.txt to determine how the superseded data were derived.
 AE1661
 AE1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9806820713(NAD 83)
 AE1661_MARKER: 53 = ELEVATED TANK
 AE1661
 AE1661  HISTORY     - Date     Condition        Report By
 AE1661  HISTORY     - 1974     FIRST OBSERVED   NGS
 AE1661
 AE1661                          STATION DESCRIPTION
 AE1661
 AE1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1661'THE STATION, ROMA MUNICIPAL WATER TANK, IS THE CENTER OF THE TOP OF
 AE1661'A SILVER TANK SETTING ON A WHITE CONCRETE PEDESTAL, OWNED BY THE
 AE1661'CITY OF ROMA WITH A COMBINED HEIGHT OF 125 FEET.
 AE1661'
 AE1661'TO REACH THE STATION FROM THE POST OFFICE IN ROMA GO SOUTHEAST ON
 AE1661'U.S. HIGHWAY 83 FOR 0.35 MILE TO A CROSSROAD, TURN RIGHT AND GO
 AE1661'SOUTH ON A PAVED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1299 ***********************************************************************
 AE1299  DESIGNATION -  ROMA RM 2
 AE1299  PID         -  AE1299
 AE1299  STATE/COUNTY-  TX/STARR
 AE1299  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1299
 AE1299                         *CURRENT SURVEY CONTROL
 AE1299  ___________________________________________________________________
 AE1299* NAD 83(1986)-  26 28 15.     (N)    099 01 43.     (W)     SCALED    
 AE1299* NAVD 88     -       132.783  (meters)     435.64   (feet)  ADJUSTED  
 AE1299  ___________________________________________________________________
 AE1299  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AE1299  DYNAMIC HT  -         132.564 (meters)     434.92  (feet)  COMP
 AE1299  MODELED GRAV-     978,997.2   (mgal)                       NAVD 88
 AE1299
 AE1299  VERT ORDER  -  FIRST     CLASS II
 AE1299
 AE1299.The horizontal coordinates were scaled from a topographic map and have
 AE1299.an estimated accuracy of +/- 6 seconds.
 AE1299
 AE1299.The orthometric height was determined by differential leveling
 AE1299.and adjusted by the National Geodetic Survey in June 1991..
 AE1299
 AE1299.The geoid height was determined by GEOID03.
 AE1299
 AE1299.The dynamic height is computed by dividing the NAVD 88
 AE1299.geopotential number by the normal gravity value computed on the
 AE1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1299.degrees latitude (g = 980.6199 gals.).
 AE1299
 AE1299.The modeled gravity was interpolated from observed gravity values.
 AE1299
 AE1299;                    North         East    Units  Estimated Accuracy
 AE1299;SPC TX S     - 5,089,210.      247,290.      MT  (+/- 180 meters Scaled)
 AE1299
 AE1299                          SUPERSEDED SURVEY CONTROL
 AE1299
 AE1299.No superseded survey control is available for this station.
 AE1299
 AE1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ971278(NAD 83)
 AE1299_MARKER: DR = REFERENCE MARK DISK
 AE1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1299_SP_SET: CONCRETE POST
 AE1299_STAMPING: ROMA NO 2 1917 1974
 AE1299_MARK LOGO: NGS   
 AE1299_PROJECTION: PROJECTING 8 CENTIMETERS
 AE1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1299+STABILITY: SURFACE MOTION
 AE1299
 AE1299  HISTORY     - Date     Condition        Report By
 AE1299  HISTORY     - 1974     MONUMENTED       NGS
 AE1299  HISTORY     - 1981     GOOD             NGS
 AE1299
 AE1299                          STATION DESCRIPTION
 AE1299
 AE1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1299'5.9 KM (3.7 MI) NW FROM ROMA.
 AE1299'RECOVERED THIS DATE.  NEW DESCRIPTION FOLLOWS, 4.8 KM (3.0 MI)
 AE1299'NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN ROMA, THENCE
 AE1299'NORTH ALONG A GRAVEL ROAD FOR 1.1 KM (0.7 MI) AT TOP OF A LOW HILL,
 AE1299'5.8 METERS (19.0 FT) WEST OF GRAVELED ROAD, 0.46 METERS (1.5 FT) WEST
 AE1299'OF A FENCE LINE, 41.8 METERS (137.2 FT) NORTHEAST OF TRANGULATION
 AE1299'STATION ROMA, AND 42.28 METERS (139.0 FT) NORTHEAST OF METAL WITNESS
 AE1299'POST NEAR STATION ROMA.
 AE1299'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 AE1299'THE MARK IS 0.72 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1298 ***********************************************************************
 AE1298  DESIGNATION -  ROMA RM 3
 AE1298  PID         -  AE1298
 AE1298  STATE/COUNTY-  TX/STARR
 AE1298  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1298
 AE1298                         *CURRENT SURVEY CONTROL
 AE1298  ___________________________________________________________________
 AE1298* NAD 83(1986)-  26 28 11.     (N)    099 01 43.     (W)     SCALED    
 AE1298* NAVD 88     -       132.146  (meters)     433.55   (feet)  ADJUSTED  
 AE1298  ___________________________________________________________________
 AE1298  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AE1298  DYNAMIC HT  -         131.928 (meters)     432.83  (feet)  COMP
 AE1298  MODELED GRAV-     978,997.0   (mgal)                       NAVD 88
 AE1298
 AE1298  VERT ORDER  -  FIRST     CLASS II
 AE1298
 AE1298.The horizontal coordinates were scaled from a topographic map and have
 AE1298.an estimated accuracy of +/- 6 seconds.
 AE1298
 AE1298.The orthometric height was determined by differential leveling
 AE1298.and adjusted by the National Geodetic Survey in June 1991..
 AE1298
 AE1298.The geoid height was determined by GEOID03.
 AE1298
 AE1298.The dynamic height is computed by dividing the NAVD 88
 AE1298.geopotential number by the normal gravity value computed on the
 AE1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1298.degrees latitude (g = 980.6199 gals.).
 AE1298
 AE1298.The modeled gravity was interpolated from observed gravity values.
 AE1298
 AE1298;                    North         East    Units  Estimated Accuracy
 AE1298;SPC TX S     - 5,089,080.      247,290.      MT  (+/- 180 meters Scaled)
 AE1298
 AE1298                          SUPERSEDED SURVEY CONTROL
 AE1298
 AE1298.No superseded survey control is available for this station.
 AE1298
 AE1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ971277(NAD 83)
 AE1298_MARKER: DR = REFERENCE MARK DISK
 AE1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1298_SP_SET: CONCRETE POST
 AE1298_STAMPING: ROMA NO 3 1917 1974
 AE1298_MARK LOGO: NGS   
 AE1298_PROJECTION: PROJECTING 8 CENTIMETERS
 AE1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1298+STABILITY: SURFACE MOTION
 AE1298
 AE1298  HISTORY     - Date     Condition        Report By
 AE1298  HISTORY     - 1974     MONUMENTED       NGS
 AE1298  HISTORY     - 1981     GOOD             NGS
 AE1298
 AE1298                          STATION DESCRIPTION
 AE1298
 AE1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1298'5.9 KM (3.7 MI) NW FROM ROMA.
 AE1298'RECOVERED THIS DATE.  NEW DESCRIPTION FOLLOWS, 4.8 (3.0 MI)
 AE1298'NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN ROMA, THENCE
 AE1298'NORTH ALONG A GRAVEL ROAD FOR 1.1 KM (0.7 MI) AT TOP OF A LOW HILL,
 AE1298'5.8 METERS (19.0 FT) WEST OF GRAVEL ROAD, 32.5 METERS (106.5 FT)
 AE1298'SOUTHEAST OF METAL WITNESS POST NEAR STATION ROMA, 0.46 METERS
 AE1298'(1.5 FT) WEST OF FENCE, AND 32.0 METERS (104.8 FT) SOUTHEAST OF
 AE1298'TRIANGULATION STATION ROMA.
 AE1298'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 AE1298'THE MARK IS 0.72 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1297 ***********************************************************************
 AE1297  DESIGNATION -  ROMA RM 4 AZ MK
 AE1297  PID         -  AE1297
 AE1297  STATE/COUNTY-  TX/STARR
 AE1297  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1297
 AE1297                         *CURRENT SURVEY CONTROL
 AE1297  ___________________________________________________________________
 AE1297* NAD 83(1986)-  26 27 36.     (N)    099 01 48.     (W)     SCALED    
 AE1297* NAVD 88     -       122.183  (meters)     400.86   (feet)  ADJUSTED  
 AE1297  ___________________________________________________________________
 AE1297  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1297  DYNAMIC HT  -         121.981 (meters)     400.20  (feet)  COMP
 AE1297  MODELED GRAV-     978,999.2   (mgal)                       NAVD 88
 AE1297
 AE1297  VERT ORDER  -  FIRST     CLASS II
 AE1297
 AE1297.The horizontal coordinates were scaled from a topographic map and have
 AE1297.an estimated accuracy of +/- 6 seconds.
 AE1297
 AE1297.The orthometric height was determined by differential leveling
 AE1297.and adjusted by the National Geodetic Survey in June 1991..
 AE1297
 AE1297.The geoid height was determined by GEOID03.
 AE1297
 AE1297.The dynamic height is computed by dividing the NAVD 88
 AE1297.geopotential number by the normal gravity value computed on the
 AE1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1297.degrees latitude (g = 980.6199 gals.).
 AE1297
 AE1297.The modeled gravity was interpolated from observed gravity values.
 AE1297
 AE1297;                    North         East    Units  Estimated Accuracy
 AE1297;SPC TX S     - 5,088,010.      247,150.      MT  (+/- 180 meters Scaled)
 AE1297
 AE1297                          SUPERSEDED SURVEY CONTROL
 AE1297
 AE1297.No superseded survey control is available for this station.
 AE1297
 AE1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ970266(NAD 83)
 AE1297_MARKER: DR = REFERENCE MARK DISK
 AE1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1297_SP_SET: CONCRETE POST
 AE1297_STAMPING: ROMA AZ NO 4 1917 1974
 AE1297_MARK LOGO: NGS   
 AE1297_PROJECTION: PROJECTING 15 CENTIMETERS
 AE1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1297+STABILITY: SURFACE MOTION
 AE1297
 AE1297  HISTORY     - Date     Condition        Report By
 AE1297  HISTORY     - 1974     MONUMENTED       NGS
 AE1297  HISTORY     - 1981     GOOD             NGS
 AE1297
 AE1297                          STATION DESCRIPTION
 AE1297
 AE1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1297'4.8 KM (3.0 MI) NW FROM ROMA.
 AE1297'RECOVERED THIS DATE.  NEW DESCRIPTION FOLLOWS.  4.8 KM
 AE1297'(3.0 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN ROMA
 AE1297'TO A GRAVEL ROAD LEADING NORTH ACROSS A CATTLE GUARD, 33.5 METERS
 AE1297'(110.0 FT) NORTHEAST OF CENTER OF HIGHWAY, 7.9 METERS (26.0 FT) EAST
 AE1297'OF A GRAVEL ROAD, 1.5 METERS (5.0 FT) WEST OF A FENCE, 1.8 METERS
 AE1297'(6.0 FT)SOUTHEAST OF SOUTHEAST CORNER OF A CATTLE GUARD, AND 0.30
 AE1297'METERS (1.0 FT) EAST OF A WOODEN GATE POST.
 AE1297'THE MARK IS 1.20 METERS  N FROM A WITNESS POST.
 AE1297'THE MARK IS ABOVE LEVEL WITH HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1630 ***********************************************************************
 AE1630  DESIGNATION -  ROMAN
 AE1630  PID         -  AE1630
 AE1630  STATE/COUNTY-  TX/STARR
 AE1630  USGS QUAD   -  VIBORAS (1993)
 AE1630
 AE1630                         *CURRENT SURVEY CONTROL
 AE1630  ___________________________________________________________________
 AE1630* NAD 83(1993)-  26 41 22.72884(N)    098 49 31.74098(W)     ADJUSTED  
 AE1630* NAVD 88     -       126.2    (meters)     414.     (feet)  VERTCON   
 AE1630  ___________________________________________________________________
 AE1630  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AE1630  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE1630
 AE1630  HORZ ORDER  -  SECOND
 AE1630
 AE1630.The horizontal coordinates were established by classical geodetic methods
 AE1630.and adjusted by the National Geodetic Survey in February 1996..
 AE1630
 AE1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1630
 AE1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1630
 AE1630.The geoid height was determined by GEOID03.
 AE1630
 AE1630;                    North         East     Units Scale Factor Converg.
 AE1630;SPC TX S     - 5,113,379.675   267,608.915   MT  0.99990947   -0 08 52.0
 AE1630;SPC TX S     -16,776,146.48    877,980.25   sFT  0.99990947   -0 08 52.0
 AE1630;UTM  14      - 2,952,073.413   517,361.972   MT  0.99960372   +0 04 42.2
 AE1630
 AE1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1630!SPC TX S     -   0.99998394  x   0.99990947  =   0.99989341
 AE1630!UTM  14      -   0.99998394  x   0.99960372  =   0.99958766
 AE1630
 AE1630|---------------------------------------------------------------------|
 AE1630| PID    Reference Object                     Distance      Geod. Az  |
 AE1630|                                                           dddmmss.s |
 AE1630| CV3371 ROMAN RM 1                           39.027 METERS 17618     |
 AE1630| CV3372 ROMAN RM 3                                         2904959.8 |
 AE1630| AE1631 ROMAN 1974 RM 2                      15.493 METERS 29701     |
 AE1630|---------------------------------------------------------------------|
 AE1630
 AE1630                          SUPERSEDED SURVEY CONTROL
 AE1630
 AE1630  NAD 83(1986)-  26 41 22.73294(N)    098 49 31.70559(W) AD(       ) 2
 AE1630  NAD 27      -  26 41 21.53130(N)    098 49 30.62301(W) AD(       ) 2
 AE1630  NGVD 29 (07/19/86)  126.3    (m)          414.     (f) VERT ANG       
 AE1630
 AE1630.Superseded values are not recommended for survey control.
 AE1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1630.See file dsdata.txt to determine how the superseded data were derived.
 AE1630
 AE1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1736252073(NAD 83)
 AE1630_MARKER: DS = TRIANGULATION STATION DISK
 AE1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1630
 AE1630  HISTORY     - Date     Condition        Report By
 AE1630  HISTORY     - 1974     MONUMENTED       NGS
 AE1630
 AE1630                          STATION DESCRIPTION
 AE1630
 AE1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1630'THE STATION IS ABOUT 4 MILES SOUTH AND 1-1/2 MILES EAST OF THE
 AE1630'COMMUNITY OF SAN ROMAN, 1-1/2 MILES EAST OF THE JUNCTION OF FARM
 AE1630'ROAD 649 AND 2687 AND ON THE HIGHWAY RIGHT-OF-WAY.
 AE1630'
 AE1630'TO REACH THE STATION FROM THE COMMUNITY OF SAN ROMAN, GO SOUTH ON
 AE1630'FARM ROAD 649 FOR 3.95 MILES TO THE JUNCTION WITH FARM ROAD 2687.
 AE1630'TURN LEFT AND GO EAST ON FARM ROAD 2687 FOR 1.35 MILES TO REFERENCE
 AE1630'MARK 3 IN THE SOUTHEAST CORNER OF A BRIDGE, CONTINUE EAST ON FARM
 AE1630'ROAD 2687 FOR 0.45 MILE TO THE STATION ON THE LEFT.
 AE1630'
 AE1630'STATION MARK IS A STANDARD DISK, STAMPED ROMAN 1974, SET IN THE TOP
 AE1630'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES BELOW
 AE1630'THE GROUND.  IT IS 4.9 FEET SOUTH OF A FENCE, 6.8 FEET SOUTHEAST OF
 AE1630'A METAL WITNESS POST AND 57 FEET NORTH OF THE CENTER OF FARM ROAD
 AE1630'2687.
 AE1630'
 AE1630'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROMAN NO 1 1974, SET
 AE1630'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AE1630'4 INCHES ABOVE THE GROUND.  IT IS 0.9 FEET NORTH OF THE FENCE,
 AE1630'59.0 FEET SOUTH OF THE CENTER OF FARM ROAD 2687 AND 134.2 FEET
 AE1630'SOUTH-SOUTHEAST OF THE WITNESS POST AT THE STATION.
 AE1630'
 AE1630'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROMAN NO 2 1974, SET IN
 AE1630'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 AE1630'INCHES ABOVE THE GROUND.  IT IS 1.0 FEET SOUTH OF THE FENCE 45.8
 AE1630'FEET EAST-SOUTHEAST OF THE WITNESS POST AND 60.5 FEET NORTH OF THE
 AE1630'CENTER OF FARM ROAD 2687.
 AE1630'
 AE1630'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ROMAN NO 3 1974,
 AE1630'CEMENTED IN A DRILL HOLE IN THE SOUTH EAST CORNER OF A BRIDGE.  IT
 AE1630'IS 2.5 FEET NORTHWEST OF A METAL WITNESS POST AND 18.0 FEET SOUTH OF
 AE1630'THE CENTER OF FARM ROAD 2687.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1538 ***********************************************************************
 AE1538  DESIGNATION -  ROMEO
 AE1538  PID         -  AE1538
 AE1538  STATE/COUNTY-  TX/HIDALGO
 AE1538  USGS QUAD   -  MISSION (1983)
 AE1538
 AE1538                         *CURRENT SURVEY CONTROL
 AE1538  ___________________________________________________________________
 AE1538* NAD 83(1993)-  26 08 06.94757(N)    098 17 52.75884(W)     ADJUSTED  
 AE1538* NAVD 88     -        35.1    (meters)     115.     (feet)  VERTCON   
 AE1538  ___________________________________________________________________
 AE1538  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AE1538  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE1538
 AE1538  HORZ ORDER  -  SECOND
 AE1538
 AE1538.The horizontal coordinates were established by classical geodetic methods
 AE1538.and adjusted by the National Geodetic Survey in February 1996..
 AE1538
 AE1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1538
 AE1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1538
 AE1538.The geoid height was determined by GEOID03.
 AE1538
 AE1538;                    North         East     Units Scale Factor Converg.
 AE1538;SPC TX S     - 5,051,934.499   320,201.859   MT  1.00000806   +0 05 30.2
 AE1538;SPC TX S     -16,574,555.10  1,050,528.93   sFT  1.00000806   +0 05 30.2
 AE1538;UTM  14      - 2,890,852.904   570,176.097   MT  0.99966080   +0 18 33.3
 AE1538
 AE1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1538!SPC TX S     -   0.99999823  x   1.00000806  =   1.00000629
 AE1538!UTM  14      -   0.99999823  x   0.99966080  =   0.99965903
 AE1538
 AE1538|---------------------------------------------------------------------|
 AE1538| PID    Reference Object                     Distance      Geod. Az  |
 AE1538|                                                           dddmmss.s |
 AE1538| CV3373 ROMEO RM 1                           14.954 METERS 02907     |
 AE1538| AE1512 MC ALLEN S MUN TANK                 APPROX. 8.8 KM 0383414.6 |
 AE1538| AE1533 BANCO RP 141 IBWC 1974              259.364 METERS 10150     |
 AE1538| AE1547 HIDALGO N MUN TANK                  APPROX. 5.0 KM 1272436.4 |
 AE1538| AE1548 HIDALGO S MUN TANK                  APPROX. 5.6 KM 1381508.8 |
 AE1538| AE1566 LOPEZ                               APPROX. 1.4 KM 1822125.0 |
 AE1538| CV3374 ROMEO RM 2                           21.298 METERS 26229     |
 AE1538|---------------------------------------------------------------------|
 AE1538
 AE1538                          SUPERSEDED SURVEY CONTROL
 AE1538
 AE1538  NAD 83(1986)-  26 08 06.95338(N)    098 17 52.72351(W) AD(       ) 2
 AE1538  NAD 27      -  26 08 05.67774(N)    098 17 51.67050(W) AD(       ) 2
 AE1538  NGVD 29 (07/19/86)   35.2    (m)          115.     (f) VERT ANG       
 AE1538
 AE1538.Superseded values are not recommended for survey control.
 AE1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1538.See file dsdata.txt to determine how the superseded data were derived.
 AE1538
 AE1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7017690853(NAD 83)
 AE1538_MARKER: DS = TRIANGULATION STATION DISK
 AE1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1538
 AE1538  HISTORY     - Date     Condition        Report By
 AE1538  HISTORY     - 1974     MONUMENTED       NGS
 AE1538
 AE1538                          STATION DESCRIPTION
 AE1538
 AE1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1538'THE STATION IS LOCATED ABOUT 3-1/2 MILES NNW OF REYNOSA, MEXICO
 AE1538'5-1/2 MILES SSE OF MISSION, 7-1/4 MILES SSW OF MCALLEN, ALONG THE
 AE1538'WEST SIDE OF A DIKE IN THE EASTERN EDGE OF THE SMALL SETTLEMENT OF
 AE1538'GRANJENO.  THE DIKE IS THE PROPERTY OF THE INTERNATIONAL BOUNDARY
 AE1538'AND WATER COMM.
 AE1538'
 AE1538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, FARM ROAD
 AE1538'1016 AND STATE HIGHWAY 107 IN MISSION, GO SOUTH ON FARM ROAD 1016
 AE1538'FOR 1.0 MILE TO THE JUNCTION WITH U.S. 83 EXPRESSWAY.  CONTINUE
 AE1538'SOUTH ON FARM ROUTE 1016 FOR 3.4 MILES TO FARM ROUTE 494.  TURN
 AE1538'RIGHT AND GO SOUTHEASTERLY FOR 2.0 MILES TO A CEMETARY IN THE
 AE1538'SMALL COMMUNITY OF GRANJENO.  CONTINUE SOUTHEASTERLY ON THE FARM
 AE1538'ROAD FOR 0.4 MILE TO WHERE IT TURNS LEFT.  CONTINUE SOUTHEASTERLY
 AE1538'ON A DIRT ROAD FOR 0.05 MILE TO THE TOP OF A LEVEE AND THE
 AE1538'STATION ON THE LEFT.
 AE1538'
 AE1538'THE STATION MARK IS A TRIANGULATION DISK STAMPED ROMEO 1974 FLUSH
 AE1538'WITH THE GROUND.  IT IS 18.0 FT. W OF APPROXIMATE CENTER OF THE
 AE1538'LEVEE, 70.5 FT. NE OF PLP AT RM2, AND 79.0 FT. E OF S ONE OF 2
 AE1538'OUTHOUSES.
 AE1538'
 AE1538'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ROMEO NO 1 1974 AND IS
 AE1538'FLUSH WITH THE GROUND.  IT IS 14.0 FT. N OF APPROX. CENTER OF THE
 AE1538'LEVEE, 114.0 FT. NE OF PLP AT RM2, AND 42.0 FT. E OF TRACT RD. W
 AE1538'AT THE LEVEE.
 AE1538'
 AE1538'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROMEO NO 2 1974 AND IS
 AE1538'FLUSH WITH THE GROUND.  IT IS 1.2 FT. S AT A MWP, 1.3 FT. ESE AT A
 AE1538'TLP, AND IS 43.5 FT. SSE OF THE S ONE OF TWO OUTHOUSES.
 AE1538'
 AE1538'INTERNATIONAL BOUNDARY AND WATER COMMISSION MARK STAMPED RP 141 IBWC
 AE1538'AND IS LOCATED IN THE CENTER OF 4 WOODEN POSTS 0.15 FT. E OF ROMEO
 AE1538'IN THE W EDGE OF A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1549 ***********************************************************************
 AH1549  DESIGNATION -  ROOK
 AH1549  PID         -  AH1549
 AH1549  STATE/COUNTY-  TX/KLEBERG
 AH1549  USGS QUAD   -  PAISANO LAKE (1979)
 AH1549
 AH1549                         *CURRENT SURVEY CONTROL
 AH1549  ___________________________________________________________________
 AH1549* NAD 83(1993)-  27 15 25.98606(N)    097 59 12.01171(W)     ADJUSTED  
 AH1549* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AH1549  ___________________________________________________________________
 AH1549  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1549  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AH1549
 AH1549  HORZ ORDER  -  SECOND
 AH1549
 AH1549.The horizontal coordinates were established by classical geodetic methods
 AH1549.and adjusted by the National Geodetic Survey in February 1996..
 AH1549
 AH1549.The orthometric height was scaled from a topographic map.
 AH1549
 AH1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1549
 AH1549.The geoid height was determined by GEOID03.
 AH1549
 AH1549;                    North         East     Units Scale Factor Converg.
 AH1549;SPC TX S     - 5,176,323.608   350,829.101   MT  0.99990474   +0 13 59.0
 AH1549;SPC TX S     -16,982,655.04  1,151,011.81   sFT  0.99990474   +0 13 59.0
 AH1549;UTM  14      - 3,015,331.345   600,311.033   MT  0.99972421   +0 27 50.9
 AH1549
 AH1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1549!SPC TX S     -   1.00000089  x   0.99990474  =   0.99990563
 AH1549!UTM  14      -   1.00000089  x   0.99972421  =   0.99972510
 AH1549
 AH1549|---------------------------------------------------------------------|
 AH1549| PID    Reference Object                     Distance      Geod. Az  |
 AH1549|                                                           dddmmss.s |
 AH1549| CV3378 ROOK RM 1                            44.271 METERS 13745     |
 AH1549| AJ1260 HUMBLE OIL SULLIVAN RANCH TK        APPROX.14.5 KM 2024834.6 |
 AH1549| CV3379 ROOK RM 2                            40.314 METERS 22601     |
 AH1549| CV3377 ROOK AZ MK                                         2443846.3 |
 AH1549|---------------------------------------------------------------------|
 AH1549
 AH1549                          SUPERSEDED SURVEY CONTROL
 AH1549
 AH1549  NAD 83(1986)-  27 15 25.99748(N)    097 59 11.98715(W) AD(       ) 2
 AH1549  NAD 27      -  27 15 24.84030(N)    097 59 10.98190(W) AD(       ) 2
 AH1549
 AH1549.Superseded values are not recommended for survey control.
 AH1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1549.See file dsdata.txt to determine how the superseded data were derived.
 AH1549
 AH1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0031115331(NAD 83)
 AH1549_MARKER: DS = TRIANGULATION STATION DISK
 AH1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1549
 AH1549  HISTORY     - Date     Condition        Report By
 AH1549  HISTORY     - 1960     MONUMENTED       CGS
 AH1549
 AH1549                          STATION DESCRIPTION
 AH1549
 AH1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AH1549'THE STATION IS APPROXIMATELY 11 MILES SOUTHWEST OF RIVIERA,
 AH1549'10 MILES EAST OF FALFURRIAS, ALONG THE NORTH SIDE OF STATE
 AH1549'HIGHWAY 285, NEAR THE CORNER OF THE KLEBERG-BROOKS COUNTY
 AH1549'LINE AND ON PROPERTY OWNED BY THE KING RANCH.
 AH1549'
 AH1549'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 AH1549'STATE HIGHWAY 285 IN FALFURRIAS, GO EAST AND NORTHEAST ON
 AH1549'STATE HIGHWAY 285 FOR 5.4 MILES TO A CROSSROAD (FARM ROAD
 AH1549'2191).  CONTINUE NORTHEAST ON HIGHWAY 285 FOR 4.4 MILES TO THE
 AH1549'AZIMUTH MARK ON THE LEFT IN THE SOUTHWEST END OF A CONCRETE
 AH1549'CULVERT.  CONTINUE ON HIGHWAY 285 FOR 0.4 MILE A GATE ON
 AH1549'THE LEFT AT THE EAST END OF A CURVE IN THE HIGHWAY AND THE
 AH1549'STATION ON THE LEFT.  (KEY REQUIRED)
 AH1549'
 AH1549'STATION MARKS ARE STANDARD DISKS STAMPED ROOK 1960.  THE
 AH1549'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 AH1549'SURFACE OF THE GROUND.  IT IS 157 FEET NORTHEAST OF THE
 AH1549'CENTER LINE OF HIGHWAY 285, 121 FEET NORTH OF A CONCRETE
 AH1549'HIGHWAY MARKER AT THE WEST END OF A BOARD GATE AND 65 FEET
 AH1549'EAST OF THE CENTER OF A TRACK ROAD.  THE UNDERGROUND DISK
 AH1549'IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 AH1549'THE SURFACE OF THE GROUND.
 AH1549'
 AH1549'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROOK NO 1 1960,
 AH1549'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 AH1549'OF THE GROUND.  IT IS 176 FEET NORTHEAST OF THE KLEBERG-BROOKS
 AH1549'COUNTY LINE MARKER, 41 FEET NORTH OF THE CENTER LINE OF
 AH1549'HIGHWAY 285 AND 1 FOOT NORTH OF A FENCE.
 AH1549'
 AH1549'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROOK NO 2 1960,
 AH1549'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AH1549'IT IS 57 FEET WEST OF THE WEST END OF A BOARD GATE, 57 FEET
 AH1549'WEST OF THE CENTER OF THE TRACK ROAD, 2 FEET NORTH OF A
 AH1549'FENCE AND 2.2 FEET WEST OF A METAL WITNESS POST.
 AH1549'
 AH1549'AZIMUTH MARK IS A STANDARD DISK STAMPED ROOK 1960, SET IN A
 AH1549'DRILL HOLE IN THE SOUTHWEST END OF A CONCRETE CULVERT.  IT IS
 AH1549'24-1/2 FEET WEST OF A GUARD POST AT THE EAST END OF CULVERT,
 AH1549'22 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 285 AND 1.8
 AH1549'FEET EAST OF A METAL WITNESS POST.
 AH1549'
 AH1549'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AH1549'
 AH1549'NO OBJECTS VISIBLE FROM THE GROUND.  IT WOULD REQUIRE A GREAT
 AH1549'AMOUNT OF CLEARING TO THE AZIMUTH MARK TO BE V.G.
 AH1549'
 AH1549'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0881 ***********************************************************************
 BP0881  DESIGNATION -  ROONEY
 BP0881  PID         -  BP0881
 BP0881  STATE/COUNTY-  TX/PECOS
 BP0881  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0881
 BP0881                         *CURRENT SURVEY CONTROL
 BP0881  ___________________________________________________________________
 BP0881* NAD 83(1993)-  30 58 10.06155(N)    102 55 59.86977(W)     ADJUSTED  
 BP0881* NAVD 88     -       917.     (meters)    3009.     (feet)  SCALED    
 BP0881  ___________________________________________________________________
 BP0881  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BP0881  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BP0881
 BP0881  HORZ ORDER  -  SECOND
 BP0881
 BP0881.The horizontal coordinates were established by classical geodetic methods
 BP0881.and adjusted by the National Geodetic Survey in February 1996..
 BP0881
 BP0881.The orthometric height was scaled from a topographic map.
 BP0881
 BP0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0881
 BP0881.The geoid height was determined by GEOID03.
 BP0881
 BP0881;                    North         East     Units Scale Factor Converg.
 BP0881;SPC TX C     - 3,147,323.431   451,665.223   MT  0.99988190   -1 20 20.9
 BP0881;SPC TX C     -10,325,843.62  1,481,838.32   sFT  0.99988190   -1 20 20.9
 BP0881;UTM  13      - 3,428,049.857   697,383.113   MT  1.00008060   +1 03 49.8
 BP0881
 BP0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0881!SPC TX C     -   0.99985966  x   0.99988190  =   0.99974158
 BP0881!UTM  13      -   0.99985966  x   1.00008060  =   0.99994025
 BP0881
 BP0881|---------------------------------------------------------------------|
 BP0881| PID    Reference Object                     Distance      Geod. Az  |
 BP0881|                                                           dddmmss.s |
 BP0881| CI0353 ROONEY RM 1                           9.252 METERS 03325     |
 BP0881| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX.10.0 KM 1515706.4 |
 BP0881| CI0354 ROONEY RM 2                           3.189 METERS 16622     |
 BP0881| CI0352 ROONEY AZ MK                                       1894149.3 |
 BP0881|---------------------------------------------------------------------|
 BP0881
 BP0881                          SUPERSEDED SURVEY CONTROL
 BP0881
 BP0881  NAD 83(1986)-  30 58 10.06431(N)    102 55 59.86442(W) AD(       ) 2
 BP0881  NAD 27      -  30 58 09.51600(N)    102 55 58.30000(W) AD(       ) 2
 BP0881
 BP0881.Superseded values are not recommended for survey control.
 BP0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0881.See file dsdata.txt to determine how the superseded data were derived.
 BP0881
 BP0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ9738328050(NAD 83)
 BP0881_MARKER: DB = BENCH MARK DISK
 BP0881_SETTING: 66 = SET IN ROCK OUTCROP
 BP0881
 BP0881  HISTORY     - Date     Condition        Report By
 BP0881  HISTORY     - 1943     MONUMENTED       USGS
 BP0881  HISTORY     - 1943     GOOD             USGS
 BP0881  HISTORY     - 1945     GOOD             LOCENG
 BP0881  HISTORY     - 1957     GOOD             CGS
 BP0881
 BP0881                          STATION DESCRIPTION
 BP0881
 BP0881'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 BP0881'THE STATION IS LOCATED ABOUT 7 MILES AIR LINE NORTH NORTHWEST OF
 BP0881'FORT STOCKTON ON A PROMINENT CONE-SHAPED PEAK WHICH STANDS
 BP0881'ALL ALONE IN THE VALLEY.
 BP0881'
 BP0881'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 285 IN THE
 BP0881'NORTH EDGE OF FORT STOCKTON, GO WEST ON U.S. 290 FOR 0.95 MILE TO
 BP0881'Y JUNCTION.  THENCE RIGHT ON U.S. 285 FOR 3.4 MILES TO RANCH
 BP0881'ROAD LEADING RIGHT THROUGH BOARD GATE.  FOLLOW RANCH ROAD
 BP0881'1.85 MILES TO ABANDONED RANCH HOUSE.  TURN RIGHT A FEW YARDS
 BP0881'BEYOND HOUSE AND FOLLOW TRACK ROAD SOUTHEASTERLY 1.1 MILES.
 BP0881'THENCE LEFT ON DIM TRACK ROAD 0.95 MILE TO BASE OF HILL.
 BP0881'THE STATION IS ON THE PEAK OF THE HILL.
 BP0881'
 BP0881'THE STATION IS A U.S.G.S. BENCH MARK DISC WEDGED IN A DRILL
 BP0881'HOLE IN OUTCROPPING BEDROCK.  THE MARK IS UNSTAMPED.
 BP0881'
 BP0881'REFERENCE MARK NO. 1 IS A STANDARD DISC WEDGED IN A DRILL
 BP0881'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED ROONEY NO 1 1943.
 BP0881'
 BP0881'REFERENCE MARK NO. 2 IS A STANDARD DISC WEDGED IN A DRILL HOLE
 BP0881'IN OUTCROPPING BEDROCK.  IT IS STAMPED ROONEY NO 2 1943.
 BP0881'
 BP0881'THE AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE SOUTH SOUTHWEST OF
 BP0881'STATION, ABOUT 20 FEET EAST OF TRACK ROAD AND 5 FEET FROM A
 BP0881'2 X 4 WITNESS POST.  IT IS A STANDARD DISC SET IN THE TOP OF A
 BP0881'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND LEVEL.
 BP0881'IT IS STAMPED ROONEY 1943.
 BP0881'
 BP0881'ALL OBSERVATIONS WERE MADE FROM A 4 FOOT WOODEN STAND.
 BP0881
 BP0881                          STATION RECOVERY (1943)
 BP0881
 BP0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 BP0881'STATION MARK - STANDARD USGS TABLET WEDGED IN A DRILL HOLE IN
 BP0881'OUTCROPPING BEDROCK, NOT STAMPED.
 BP0881'
 BP0881'REFERENCE MARKS - NONE.
 BP0881
 BP0881                          STATION RECOVERY (1945)
 BP0881
 BP0881'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (WB)
 BP0881'STATION, REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD
 BP0881'CONDITION.
 BP0881
 BP0881                          STATION RECOVERY (1957)
 BP0881
 BP0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 BP0881'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 BP0881'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 BP0881'
 BP0881'THE AREA SOUTH AND SOUTHWEST OF THE STATION IS NOW AN OPERATION
 BP0881'OILFIELD AND ANY ONE OF SEVERAL ROADS WILL LEAD FROM THE HIGHWAY
 BP0881'TO THE BASE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0447 ***********************************************************************
 BO0447  DESIGNATION -  ROOSEVELT
 BO0447  PID         -  BO0447
 BO0447  STATE/COUNTY-  TX/SUTTON
 BO0447  USGS QUAD   -  FORT TERRETT RANCH (1987)
 BO0447
 BO0447                         *CURRENT SURVEY CONTROL
 BO0447  ___________________________________________________________________
 BO0447* NAD 83(1993)-  30 26 25.97205(N)    100 08 14.79066(W)     ADJUSTED  
 BO0447* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 BO0447  ___________________________________________________________________
 BO0447  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BO0447  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BO0447
 BO0447  HORZ ORDER  -  SECOND
 BO0447
 BO0447.The horizontal coordinates were established by classical geodetic methods
 BO0447.and adjusted by the National Geodetic Survey in February 1996..
 BO0447
 BO0447.The orthometric height was scaled from a topographic map.
 BO0447
 BO0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0447
 BO0447.The geoid height was determined by GEOID03.
 BO0447
 BO0447;                    North         East     Units Scale Factor Converg.
 BO0447;SPC TX C     - 3,085,806.024   718,815.459   MT  0.99992932   +0 06 03.2
 BO0447;SPC TX C     -10,124,015.26  2,358,313.72   sFT  0.99992932   +0 06 03.2
 BO0447;UTM  14      - 3,368,152.563   390,780.639   MT  0.99974716   -0 34 34.8
 BO0447
 BO0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0447!SPC TX C     -   0.99989213  x   0.99992932  =   0.99982145
 BO0447!UTM  14      -   0.99989213  x   0.99974716  =   0.99963931
 BO0447
 BO0447|---------------------------------------------------------------------|
 BO0447| PID    Reference Object                     Distance      Geod. Az  |
 BO0447|                                                           dddmmss.s |
 BO0447| CV6146 ROOSEVELT RM 1                       44.219 METERS 03111     |
 BO0447| CV6145 ROOSEVELT AZ MK                                    0625517.3 |
 BO0447| BO0455 WINDMILL NEAR STA ROSS              APPROX.20.3 KM 2734123.2 |
 BO0447| BO0457 WINDMILL NEAR STA EVANS             APPROX.12.4 KM 2784551.8 |
 BO0447| CV6147 ROOSEVELT RM 2                       23.511 METERS 30148     |
 BO0447|---------------------------------------------------------------------|
 BO0447
 BO0447                          SUPERSEDED SURVEY CONTROL
 BO0447
 BO0447  NAD 83(1986)-  30 26 25.97540(N)    100 08 14.77760(W) AD(       ) 2
 BO0447  NAD 27      -  30 26 25.29700(N)    100 08 13.48700(W) AD(       ) 2
 BO0447
 BO0447.Superseded values are not recommended for survey control.
 BO0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0447.See file dsdata.txt to determine how the superseded data were derived.
 BO0447
 BO0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU9078168153(NAD 83)
 BO0447_MARKER: DS = TRIANGULATION STATION DISK
 BO0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0447
 BO0447  HISTORY     - Date     Condition        Report By
 BO0447  HISTORY     - 1944     MONUMENTED       CGS
 BO0447  HISTORY     - 1963     GOOD             USGS
 BO0447
 BO0447                          STATION DESCRIPTION
 BO0447
 BO0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0447'STATION IS LOCATED ABOUT 5-1/2 MILES W AND 3 MILES S OF ROOSEVELT,
 BO0447'ON A DIVIDE BETWEEN MAYNARD CREEK AND NORTH LLANO RIVER, AND ON
 BO0447'THE NW RIGHT-OF-WAY OF U.S. HIGHWAY 290.  IT IS 38 FEET N OF
 BO0447'THE CENTER LINE OF U.S. HIGHWAY 290, 1 FOOT S OF FENCE, 20
 BO0447'FEET W OF TRIANGULAR-BLAZED OAK BUSH MENTIONED BELOW, AND 7
 BO0447'FEET NE OF A WHITE WOODEN WITNESS POST.
 BO0447'
 BO0447'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 BO0447'8 INCHES SQUARE AND PROJECTING ABOUT 4 INCHES.  IT IS STAMPED
 BO0447'ROOSEVELT 1944.
 BO0447'
 BO0447'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 BO0447'IN A BOULDER.  IT IS STAMPED ROOSEVELT NO 1 1944 AND PROJECTS
 BO0447'ABOUT 7 INCHES ABOVE THE GROUND.
 BO0447'
 BO0447'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 BO0447'HOLE IN A BOULDER.  IT IS STAMPED ROOSEVELT NO 2 1944 AND IS FLUSH
 BO0447'WITH THE GROUND.
 BO0447'
 BO0447'AZIMUTH MARK IS 42 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 BO0447'290, 7 FEET N OF A FENCE AND TELEPHONE LINE, AND 8 FEET NW OF
 BO0447'A WHITE WOODEN WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET
 BO0447'IN A DRILL HOLE IN BEDROCK.  IT IS STAMPED ROOSEVELT 1944.
 BO0447'
 BO0447'TO REACH STATION FROM THE POST OFFICE AT ROOSEVELT, GO SW ON
 BO0447'U.S. HIGHWAY 290 FOR 5.3 MILES TO BUCK HORN STORE AT COUNTY LINE.
 BO0447'CONTINUE ON HIGHWAY 290 FOR 1.4 MILES TO A TRIANGULAR-BLAZED
 BO0447'OAK BUSH AND THE STATION.
 BO0447
 BO0447                          STATION RECOVERY (1963)
 BO0447
 BO0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BO0447'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.
 BO0447'
 BO0447'TO REACH THE STATION FROM SONORA, DRIVE EAST ON U.S. 290 29
 BO0447'MILES TO THE BRIDGE OVER THE DRY LLANO RIVER.  CONTINUE EAST
 BO0447'ON 290 0.6 MI. TO A PAVED ROAD RIGHT.  (OLD HIGHWAY 290) TURN
 BO0447'RIGHT AND PROCEED 6.0 MI. ON OLD PAVEMENT TO STATION ON LEFT AS
 BO0447'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2292 ***********************************************************************
 AN2292  DESIGNATION -  ROOST
 AN2292  PID         -  AN2292
 AN2292  STATE/COUNTY-  TX/CALHOUN
 AN2292  USGS QUAD   -  MOSQUITO POINT (1973)
 AN2292
 AN2292                         *CURRENT SURVEY CONTROL
 AN2292  ___________________________________________________________________
 AN2292* NAD 83(1993)-  28 18 48.36141(N)    096 40 32.27121(W)     ADJUSTED  
 AN2292* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2292  ___________________________________________________________________
 AN2292  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AN2292  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN2292
 AN2292  HORZ ORDER  -  SECOND
 AN2292
 AN2292.The horizontal coordinates were established by classical geodetic methods
 AN2292.and adjusted by the National Geodetic Survey in February 1996..
 AN2292
 AN2292.The orthometric height was scaled from a topographic map.
 AN2292
 AN2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2292
 AN2292.The geoid height was determined by GEOID03.
 AN2292
 AN2292;                    North         East     Units Scale Factor Converg.
 AN2292;SPC TXSC     - 4,055,476.022   827,954.070   MT  1.00002080   +1 08 19.5
 AN2292;SPC TXSC     -13,305,340.92  2,716,379.31   sFT  1.00002080   +1 08 19.5
 AN2292;UTM  14      - 3,134,117.202   727,907.786   MT  1.00024110   +1 06 10.5
 AN2292
 AN2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2292!SPC TXSC     -   1.00000408  x   1.00002080  =   1.00002488
 AN2292!UTM  14      -   1.00000408  x   1.00024110  =   1.00024518
 AN2292
 AN2292|---------------------------------------------------------------------|
 AN2292| PID    Reference Object                     Distance      Geod. Az  |
 AN2292|                                                           dddmmss.s |
 AN2292| CV6735 ROOST RM 1                           11.120 METERS 00146     |
 AN2292| AN2290 GREEK                               APPROX. 7.3 KM 1424537.9 |
 AN2292| CV6736 ROOST RM 2                           48.110 METERS 25829     |
 AN2292|---------------------------------------------------------------------|
 AN2292
 AN2292                          SUPERSEDED SURVEY CONTROL
 AN2292
 AN2292  NAD 83(1986)-  28 18 48.37018(N)    096 40 32.25236(W) AD(       ) 2
 AN2292  NAD 27      -  28 18 47.35000(N)    096 40 31.31600(W) AD(       ) 2
 AN2292
 AN2292.Superseded values are not recommended for survey control.
 AN2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2292.See file dsdata.txt to determine how the superseded data were derived.
 AN2292
 AN2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2790834117(NAD 83)
 AN2292_MARKER: DS = TRIANGULATION STATION DISK
 AN2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2292
 AN2292  HISTORY     - Date     Condition        Report By
 AN2292  HISTORY     - 1934     MONUMENTED       CGS
 AN2292  HISTORY     - 1942     GOOD             USE
 AN2292  HISTORY     - 1943     SEE DESCRIPTION  USE
 AN2292  HISTORY     - 1944     SEE DESCRIPTION  USE
 AN2292  HISTORY     - 1946     SEE DESCRIPTION  CGS
 AN2292  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AN2292  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 AN2292  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN2292  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2292
 AN2292                          STATION DESCRIPTION
 AN2292
 AN2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2292'STATION IS LOCATED ABOUT 7 MILES SSE OF SEADRIFT, ON A NEW
 AN2292'ISLAND FORMED FROM THE W END OF OLD GRASS ISLAND.  IT IS SITUATED
 AN2292'ON A 3-FOOT SHELL RIDGE.  IT IS 10 METERS NNW FROM BAY SHORE, 15
 AN2292'METERS SSE FROM A SMALL COVE ON THE N SIDE OF THE ISLAND,
 AN2292'AND 35 METERS SSW FROM THE E END OF THE ISLAND.
 AN2292'
 AN2292'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2292'SET IN CONCRETE.
 AN2292'
 AN2292'THE FOLLOWING MAGNETIC BEARING WAS TAKEN FROM THE STATION--
 AN2292'RED BOATHOUSE ON MOSQUITO POINT, 309 DEG.
 AN2292'
 AN2292'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AN2292
 AN2292                          STATION RECOVERY (1942)
 AN2292
 AN2292'RECOVERY NOTE BY US ENGINEERS 1942
 AN2292'STATION WAS FOUND IN GOOD CONDITION AS WAS REFERENCE MARK
 AN2292'1.  REFERENCE MARK 2 APPEARS TO BE UNDER WATER BUT NO SEARCH
 AN2292'WAS MADE.
 AN2292
 AN2292                          STATION RECOVERY (1943)
 AN2292
 AN2292'RECOVERY NOTE BY US ENGINEERS 1943
 AN2292'STATION WAS DISTURBED BY THE HURRICANE OF AUGUST 1942 AND
 AN2292'AFTER SEARCH THE UNDERGROUND MARK WAS NOT FOUND.
 AN2292'
 AN2292'REFERENCE MARK 1 WAS IN GOOD CONDITION.
 AN2292'
 AN2292'REFERENCE MARK 2 WAS FOUND ON ITS SIDE IN THE WATER.
 AN2292
 AN2292                          STATION RECOVERY (1944)
 AN2292
 AN2292'RECOVERY NOTE BY US ENGINEERS 1944 (CBB)
 AN2292'BASE OF MAIN STATION WAS ON ITS SIDE AND UNDERGROUND STATION
 AN2292'WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK DESCRIBED
 AN2292'AS WSW OF STATION WAS LYING IN THE WATER.  BOTH DISKS WERE
 AN2292'REMOVED FOR RETURN TO WASHINGTON OFFICE.  IT IS BELIEVED THAT
 AN2292'THE REFERENCE MARK WAS WASHED OUT PRIOR TO THE AUGUST 1942
 AN2292'HURRICANE, WHICH IS KNOWN TO HAVE DESTROYED THE MAIN STATION.
 AN2292'
 AN2292'BOTH REFERENCE MARKS WERE STAMPED NO. 2 THROUGH ERROR, THE
 AN2292'REMAINING REFERENCE MARK NNW OF STATION IS ALSO STAMPED 2
 AN2292'AND IS IN GOOD CONDITION.
 AN2292'
 AN2292'A NEW STATION HAS BEEN ESTABLISHED 62.95 FEET ENE OF THE
 AN2292'REFERENCE MARK 2 (CALLED 1 IN DESCRIPTION), AND IS MARKED
 AN2292'BY A STANDARD U.S.E. DISK STAMPED BM 1044B, 180 FEET OFF
 AN2292'TANGENT OF GULF I.W.W., OPPOSITE P.I. STATION 729+017.64.
 AN2292'
 AN2292'STATION MARK STAMPED ROOST, 1934 AND REFERENCE MARK STAMPED
 AN2292'ROOST NO. 2, 1934 RECEIVED DECEMBER 28, 1944.
 AN2292
 AN2292                          STATION RECOVERY (1946)
 AN2292
 AN2292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LOJ)
 AN2292'REFERENCE MARK 1 WAS FOUND TO BE IN GOOD CONDITION.  A 1-1/2
 AN2292'INCH GALVANIZED PIPE WAS SET 5 FEET N OF REFERENCE MARK 1
 AN2292'AND EXTENDS ABOUT 2 FEET ABOVE SURFACE.
 AN2292'
 AN2292'REFERENCE MARK 1 IS 62.9 FEET ON LAMBERT GRID AZIMUTH OF
 AN2292'79 DEG 21 MIN FROM G.I.W., P.I. MONUMENT STATION 729+018.
 AN2292'
 AN2292'LOCATION DESCRIPTION IS GOOD.
 AN2292
 AN2292                          STATION RECOVERY (1947)
 AN2292
 AN2292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2292'THE U.S.E. RECOVEREY NOTE OF 1934 IS GOOD BUT IT SHOULD BE
 AN2292'NOTED THAT REFERENCE MARK 1 IS STAMPED ROOST R.M. 2.
 AN2292'
 AN2292'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION BUT IS
 AN2292'STAMPED R.M. 2.  A CHECK WITH THE LOCAL U.S.E. FIELD OFFICE
 AN2292'VERIFIED THAT THE DISK IN POSITION IS ROOST R.M. 1 ALTHOUGH
 AN2292'IT IS ERRONEOUSLY STAMPED WITH A 2.
 AN2292
 AN2292                          STATION RECOVERY (1979)
 AN2292
 AN2292'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (AJ)
 AN2292'ROOST LOST - WE COULD NOT FIND IT - DREDGING OF VICTORIA BARGE
 AN2292'CANAL PERHAPS DESTROYED IT.
 AN2292'
 AN2292'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SSE OF
 AN2292'SEADRIFT, TEXAS.
 AN2292
 AN2292                          STATION RECOVERY (1981)
 AN2292
 AN2292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AN2292'STATION NOT FOUND.  IT WAS PROBABLY DESTROYED DURING WORK ON A CANAL
 AN2292
 AN2292                          STATION RECOVERY (1998)
 AN2292
 AN2292'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0709 ***********************************************************************
 DQ0709  DESIGNATION -  ROPES ET
 DQ0709  PID         -  DQ0709
 DQ0709  STATE/COUNTY-  TX/HOCKLEY
 DQ0709  USGS QUAD   -  ROPESVILLE (1985)
 DQ0709
 DQ0709                         *CURRENT SURVEY CONTROL
 DQ0709  ___________________________________________________________________
 DQ0709* NAD 83(1993)-  33 24 38.74100(N)    102 09 35.50904(W)     ADJUSTED  
 DQ0709* NAVD 88     -      1073.9    (meters)    3523.     (feet)  VERTCON   
 DQ0709  ___________________________________________________________________
 DQ0709  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DQ0709  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 DQ0709
 DQ0709  HORZ ORDER  -  SECOND
 DQ0709
 DQ0709.The horizontal coordinates were established by classical geodetic methods
 DQ0709.and adjusted by the National Geodetic Survey in February 1996..
 DQ0709
 DQ0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0709
 DQ0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0709
 DQ0709.The geoid height was determined by GEOID03.
 DQ0709
 DQ0709;                    North         East     Units Scale Factor Converg.
 DQ0709;SPC TXNC     - 2,199,332.880   259,673.171   MT  0.99989220   -1 59 45.8
 DQ0709;SPC TXNC     - 7,215,644.62    851,944.40   sFT  0.99989220   -1 59 45.8
 DQ0709;UTM  13      - 3,700,431.856   764,120.402   MT  1.00046015   +1 33 53.2
 DQ0709
 DQ0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0709!SPC TXNC     -   0.99983521  x   0.99989220  =   0.99972743
 DQ0709!UTM  13      -   0.99983521  x   1.00046015  =   1.00029529
 DQ0709
 DQ0709:                Primary Azimuth Mark                     Grid Az
 DQ0709:SPC TXNC     -  MEADOW ET                                209 44 43.3
 DQ0709:UTM  13      -  MEADOW ET                                206 11 04.3
 DQ0709
 DQ0709|---------------------------------------------------------------------|
 DQ0709| PID    Reference Object                     Distance      Geod. Az  |
 DQ0709|                                                           dddmmss.s |
 DQ0709| DQ0704 MEADOW ET                           APPROX. 8.8 KM 2074457.5 |
 DQ0709|---------------------------------------------------------------------|
 DQ0709
 DQ0709                          SUPERSEDED SURVEY CONTROL
 DQ0709
 DQ0709  NAD 83(1986)-  33 24 38.74906(N)    102 09 35.50207(W) AD(       ) 2
 DQ0709  NAD 27      -  33 24 38.43132(N)    102 09 33.87540(W) AD(       ) 2
 DQ0709  NGVD 29 (07/19/86) 1073.5    (m)         3522.     (f) VERT ANG       
 DQ0709
 DQ0709.Superseded values are not recommended for survey control.
 DQ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0709.See file dsdata.txt to determine how the superseded data were derived.
 DQ0709
 DQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT6412000432(NAD 83)
 DQ0709_MARKER: DD = SURVEY DISK
 DQ0709_SETTING: 0 = UNSPECIFIED SETTING
 DQ0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0709
 DQ0709  HISTORY     - Date     Condition        Report By
 DQ0709  HISTORY     - 1968     MONUMENTED       USGS
 DQ0709  HISTORY     - 19940827 GOOD             USPSQD
 DQ0709
 DQ0709                          STATION DESCRIPTION
 DQ0709
 DQ0709'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0709'NO REFERENCE MARKS SET
 DQ0709'
 DQ0709'THE STATION IS LOCATED NORTH 24 DEG EAST ABOUT 17.5 MILES FROM
 DQ0709'THE COURTHOUSE AT BROWNFIELD, TEXAS ON THE HEADER HOUSE OF THE
 DQ0709'GRAIN ELEVATOR IN ROPESVILLE, TEXAS 166 FEET ABOVE THE GROUND.
 DQ0709'
 DQ0709'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 380 IN
 DQ0709'BROWNFIELD, GO 17.5 MILES NORTH-NORTHEAST ON U.S. HIGHWAY 62 TO
 DQ0709'THE GOODPASTURE ELEVATOR AND THE STATION SITE ON THE
 DQ0709'LEFT.  ACCESS TO THE TOP OF THE HEADER HOUSE IS BY A MAN LIFT TO
 DQ0709'THE TOP FLOOR AND BY RUNG LADDER 20 FEET THRU A MANHOLE TO THE
 DQ0709'ROOF.
 DQ0709'
 DQ0709'STATION MARK--A USGS BRONZE TABLET SET IN THE CONCRETE
 DQ0709'ROOF ABOUT 4 FEET FROM THE SOUTHWEST EDGE STAMPED ROPES ET 1968.
 DQ0709'
 DQ0709'STATION MEADOW ET 1968 IS VISIBLE FROM THE STATION AND WILL
 DQ0709'SERVE AS THE AZIMUTH MARK.
 DQ0709
 DQ0709                          STATION RECOVERY (1994)
 DQ0709
 DQ0709'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0720 ***********************************************************************
 AO0720  DESIGNATION -  ROQUE
 AO0720  PID         -  AO0720
 AO0720  STATE/COUNTY-  TX/DIMMIT
 AO0720  USGS QUAD   -  CATARINA (1982)
 AO0720
 AO0720                         *CURRENT SURVEY CONTROL
 AO0720  ___________________________________________________________________
 AO0720* NAD 83(1993)-  28 15 33.58170(N)    099 36 51.81613(W)     ADJUSTED  
 AO0720* NAVD 88     -       167.7    (meters)     550.     (feet)  VERTCON   
 AO0720  ___________________________________________________________________
 AO0720  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AO0720  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AO0720
 AO0720  HORZ ORDER  -  SECOND
 AO0720
 AO0720.The horizontal coordinates were established by classical geodetic methods
 AO0720.and adjusted by the National Geodetic Survey in February 1996..
 AO0720
 AO0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0720
 AO0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0720
 AO0720.The geoid height was determined by GEOID03.
 AO0720
 AO0720;                    North         East     Units Scale Factor Converg.
 AO0720;SPC TXSC     - 4,047,372.684   539,710.408   MT  1.00003790   -0 18 03.6
 AO0720;SPC TXSC     -13,278,755.21  1,770,699.90   sFT  1.00003790   -0 18 03.6
 AO0720;UTM  14      - 3,126,083.018   439,735.889   MT  0.99964482   -0 17 27.2
 AO0720
 AO0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0720!SPC TXSC     -   0.99997746  x   1.00003790  =   1.00001535
 AO0720!UTM  14      -   0.99997746  x   0.99964482  =   0.99962228
 AO0720
 AO0720|---------------------------------------------------------------------|
 AO0720| PID    Reference Object                     Distance      Geod. Az  |
 AO0720|                                                           dddmmss.s |
 AO0720| CV6148 ROQUE RM 1                           11.863 METERS 21750     |
 AO0720| AO0721 BOQUE RM 2                            9.675 METERS 31554     |
 AO0720| AO0719 CATARINA STANDPIPE                  APPROX. 9.2 KM 3584009.6 |
 AO0720| AO0365 U 1088                                             3594343.1 |
 AO0720|---------------------------------------------------------------------|
 AO0720
 AO0720                          SUPERSEDED SURVEY CONTROL
 AO0720
 AO0720  NAD 83(1986)-  28 15 33.57915(N)    099 36 51.79273(W) AD(       ) 2
 AO0720  NAD 27      -  28 15 32.59952(N)    099 36 50.63492(W) AD(       ) 2
 AO0720  NGVD 29 (07/19/86)  167.6    (m)          550.     (f) VERT ANG       
 AO0720
 AO0720.Superseded values are not recommended for survey control.
 AO0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0720.See file dsdata.txt to determine how the superseded data were derived.
 AO0720
 AO0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS3973626083(NAD 83)
 AO0720_MARKER: DS = TRIANGULATION STATION DISK
 AO0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0720_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0720
 AO0720  HISTORY     - Date     Condition        Report By
 AO0720  HISTORY     - 1972     MONUMENTED       NGS
 AO0720
 AO0720                          STATION DESCRIPTION
 AO0720
 AO0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0720'THE STATION IS ABOUT 20 MILES WEST AND 1-1/2 MILES SOUTH OF ARTESIA
 AO0720'WELLS, 6 MILES SOUTH OF CATARINA AND ON THE WEST RIGHT-OF-WAY OF
 AO0720'U.S.  HIGHWAY 83.
 AO0720'
 AO0720'TO REACH THE STATION FROM THE POST OFFICE IN CATARINA, GO SOUTH ON
 AO0720'U.S. HIGHWAY 83 FOR 1.0 MILE TO THE JUNCTION WITH FARM ROAD 133.
 AO0720'CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 3.5 MILES TO A CONCRETE
 AO0720'BRIDGE.  CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 1.0 MILE TO BENCH MARK
 AO0720'U 1088 ON THE RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 0.8
 AO0720'MILE TO THE STATION ON THE RIGHT.
 AO0720'
 AO0720'STATION MARKS ARE STANDARD DISKS, STAMPED ROQUE 1972.  THE SURFACE
 AO0720'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0720'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 104.5 FEET
 AO0720'SOUTH-SOUTHEAST OF THE CENTER OF A METAL GATE, 63.0 FEET WEST OF
 AO0720'THE CENTER OF U.S. HIGHWAY 83, 29.4 FEET SOUTHEAST OF THE EAST ONE
 AO0720'OF TWO POWER LINE POLES AND 24.9 FEET EAST OF A WITNESS POST IN A
 AO0720'FENCE LINE. THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 AO0720'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AO0720'
 AO0720'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROQUE NO 1 1972, SET IN
 AO0720'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5
 AO0720'INCHES ABOVE THE GROUND.  IT IS 87.0 FEET WEST OF THE CENTER OF
 AO0720'U.S.  HIGHWAY 83, 30.4 FEET SOUTH OF THE WITNESS POST, 1.4 FEET EAST
 AO0720'OF A FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AO0720'
 AO0720'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROQUE NO 2 1972, SET IN
 AO0720'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AO0720'INCHES ABOVE THE GROUND.  IT IS 85.5 FEET WEST OF THE CENTER OF
 AO0720'U.S.  HIGHWAY 83, 23.0 FEET NORTH OF THE WITNESS POST, 3.8 FEET WEST
 AO0720'OF THE EAST ONE OF TWO POWER LINE POLES.  3.0 FEET EAST OF THE FENCE
 AO0720'AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0720'
 AO0720'BENCH MARK U 1088 IS A STANDARD DISK, STAMPED U 1088 1957, SET IN
 AO0720'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AO0720'INCH ABOVE THE GROUND.  IT IS 87.0 FEET WEST OF THE CENTER OF U.S.
 AO0720'HIGHWAY 83, 23.5 FEET NORTH OF THE CENTER OF A METAL GATE, 1.7
 AO0720'FEET EAST OF A FENCE AND 1.2 FEET SOUTH OF A WITNESS POST.
 AO0720'
 AO0720'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0639 ***********************************************************************
 BN0639  DESIGNATION -  ROSA
 BN0639  PID         -  BN0639
 BN0639  STATE/COUNTY-  TX/BLANCO
 BN0639  USGS QUAD   -  HOWELL MOUNTAIN (1979)
 BN0639
 BN0639                         *CURRENT SURVEY CONTROL
 BN0639  ___________________________________________________________________
 BN0639* NAD 83(1993)-  30 23 05.50957(N)    098 25 04.43743(W)     ADJUSTED  
 BN0639* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 BN0639  ___________________________________________________________________
 BN0639  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 BN0639  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BN0639
 BN0639  HORZ ORDER  -  FIRST
 BN0639
 BN0639.The horizontal coordinates were established by classical geodetic methods
 BN0639.and adjusted by the National Geodetic Survey in February 1996..
 BN0639
 BN0639.The orthometric height was scaled from a topographic map.
 BN0639
 BN0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0639
 BN0639.The geoid height was determined by GEOID03.
 BN0639
 BN0639;                    North         East     Units Scale Factor Converg.
 BN0639;SPC TX C     - 3,081,201.578   884,075.530   MT  0.99993922   +0 59 11.6
 BN0639;SPC TX C     -10,108,908.84  2,900,504.47   sFT  0.99993922   +0 59 11.6
 BN0639;UTM  14      - 3,361,576.323   555,924.842   MT  0.99963858   +0 17 40.0
 BN0639
 BN0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0639!SPC TX C     -   0.99992186  x   0.99993922  =   0.99986109
 BN0639!UTM  14      -   0.99992186  x   0.99963858  =   0.99956047
 BN0639
 BN0639|---------------------------------------------------------------------|
 BN0639| PID    Reference Object                     Distance      Geod. Az  |
 BN0639|                                                           dddmmss.s |
 BN0639| CV6151 ROSA RM 2                             4.280 METERS 06059     |
 BN0639| CV6149 ROSA AZ MK                                         2783640.9 |
 BN0639| BN0641 SANDY HILL MICROWAVE RAD MAST       APPROX.14.8 KM 2792742.0 |
 BN0639| CV6150 ROSA RM 1                            15.326 METERS 28554     |
 BN0639| BN0637 WEST RANCH RADIO KKB 323 MAST       APPROX. 9.1 KM 3222950.8 |
 BN0639|---------------------------------------------------------------------|
 BN0639
 BN0639                          SUPERSEDED SURVEY CONTROL
 BN0639
 BN0639  NAD 83(1986)-  30 23 05.52073(N)    098 25 04.42290(W) AD(       ) 1
 BN0639  NAD 27      -  30 23 04.80950(N)    098 25 03.33250(W) AD(       ) 1
 BN0639
 BN0639.Superseded values are not recommended for survey control.
 BN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0639.See file dsdata.txt to determine how the superseded data were derived.
 BN0639
 BN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5592561576(NAD 83)
 BN0639_MARKER: DS = TRIANGULATION STATION DISK
 BN0639_SETTING: 66 = SET IN ROCK OUTCROP
 BN0639_PROJECTION: FLUSH
 BN0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0639+STABILITY: POSITION/ELEVATION WELL
 BN0639
 BN0639  HISTORY     - Date     Condition        Report By
 BN0639  HISTORY     - 1956     MONUMENTED       CGS
 BN0639  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BN0639
 BN0639                          STATION DESCRIPTION
 BN0639
 BN0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0639'THE STATION IS ABOUT 7 MILES NORTH NORTHWEST OF JOHNSON CITY.
 BN0639'3 MILES EAST NORTHEAST OF SANDY, ON THE WEST SIDE OF A BARREN
 BN0639'RIDGE OWNED BY J.H. ROSS AND SONS.  IT IS NINE FEET NORTHWEST OF
 BN0639'A 4 INCH BY FOUR INCH WITNESS POST.
 BN0639'
 BN0639'TO REACH THE STATION FOM THE POST OFFICE IN SANDY, GO EASTERLY
 BN0639'ON FARM ROAD 1323 FOR 0.65 MILE TO A CATTLE GUARD ON THE LEFT,
 BN0639'TURN LEFT AND GO NORTH ON A GRADED ROAD FOR 0.65 MILE TO THE
 BN0639'HOME OF J.C.STEWART ON THE LEFT, (IT IS NECESSARY TO CROSS
 BN0639'PROPERTY OWNED BY MR. STEWART AND HE REQUESTS THAT ALL PERSONS
 BN0639'VISITING THE STATION TO REPORT AT THE HOUSE), CONTINUE NORTHERLY
 BN0639'ON THE GRADED ROAD FOR 1.9 MILES TO THE AZIMUTH MARK ON THE LEFT.
 BN0639'CONTINUE NORTHEASTERLY ON THE GRADED ROAD FOR 0.8 MILE TO A TRACK
 BN0639'ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD SOUTHERLY
 BN0639'FOR 0.4 MILE TO THE END OF TRUCK TRAVEL AND WHERE THE ROAD CROSSES
 BN0639'A GULLY, FROM THIS POINT PACK SOUTHEASTERLY TO THE WEST END OF THE
 BN0639'RIDGE AND THE STATION.  A 15 MINUTE PACK
 BN0639'
 BN0639'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 BN0639'--ROSA 1956--.
 BN0639'
 BN0639'REFERENCE MARK 1 IS 58 FEET WEST OF THE WITNESS POST.  THE MARK IS
 BN0639'FLUSH WITH THE GROUND AND THE DISK IS STAMPED--ROSA NO 1 1956--.
 BN0639'
 BN0639'REFERENCE MARK 2 IS 15 FEET NORTHEAST OF THE WITNESS POST.  THE
 BN0639'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED--ROSA NO 2
 BN0639'1956--.
 BN0639'
 BN0639'THE AZIMUTH MARK IS ABOUT 200 FEET EAST OF A --T-- JUNCTION, 24
 BN0639'FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 2 FEET EAST OF
 BN0639'A 4 INCH BY 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 5 INCHES
 BN0639'AND THE DISK IS STAMPED--ROSA 1956--.
 BN0639
 BN0639                          STATION RECOVERY (1956)
 BN0639
 BN0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BN0639'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30098-2, STATION 1015.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0828 ***********************************************************************
 DO0828  DESIGNATION -  ROSA
 DO0828  PID         -  DO0828
 DO0828  STATE/COUNTY-  TX/WILBARGER
 DO0828  USGS QUAD   -  GRAYBACK (1966)
 DO0828
 DO0828                         *CURRENT SURVEY CONTROL
 DO0828  ___________________________________________________________________
 DO0828* NAD 83(1993)-  33 55 53.66925(N)    099 11 43.40703(W)     ADJUSTED  
 DO0828* NAVD 88     -       396.4    (meters)    1301.     (feet)  VERTCON   
 DO0828  ___________________________________________________________________
 DO0828  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DO0828  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DO0828
 DO0828  HORZ ORDER  -  FIRST
 DO0828
 DO0828.The horizontal coordinates were established by classical geodetic methods
 DO0828.and adjusted by the National Geodetic Survey in February 1996..
 DO0828
 DO0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0828
 DO0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0828
 DO0828.The geoid height was determined by GEOID03.
 DO0828
 DO0828;                    North         East     Units Scale Factor Converg.
 DO0828;SPC TXNC     - 2,251,379.915   535,706.087   MT  0.99999040   -0 22 45.3
 DO0828;SPC TXNC     - 7,386,402.27  1,757,562.39   sFT  0.99999040   -0 22 45.3
 DO0828;UTM  14      - 3,754,586.356   481,941.611   MT  0.99960402   -0 06 32.6
 DO0828
 DO0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0828!SPC TXNC     -   0.99994224  x   0.99999040  =   0.99993264
 DO0828!UTM  14      -   0.99994224  x   0.99960402  =   0.99954628
 DO0828
 DO0828|---------------------------------------------------------------------|
 DO0828| PID    Reference Object                     Distance      Geod. Az  |
 DO0828|                                                           dddmmss.s |
 DO0828| CX8110 ROSA RM 1                            17.350 METERS 18817     |
 DO0828| CX8111 ROSA RM 2                            15.515 METERS 28357     |
 DO0828| CX8109 ROSA AZ MK                                         3222206.4 |
 DO0828| EM0952 VERNON WICHITA FALLS ST HOS TK      APPROX.18.6 KM 3315518.6 |
 DO0828| CX8797 TEX 69 WA                                          3352555.2 |
 DO0828|---------------------------------------------------------------------|
 DO0828
 DO0828                          SUPERSEDED SURVEY CONTROL
 DO0828
 DO0828  NAD 83(1993)-  33 55 53.66941(N)    099 11 43.40702(W) AD(       ) 1
 DO0828  NAD 83(1986)-  33 55 53.67605(N)    099 11 43.39702(W) AD(       ) 1
 DO0828  NAD 27      -  33 55 53.35300(N)    099 11 42.13200(W) AD(       ) 1
 DO0828  NGVD 29 (07/19/86)  396.3    (m)         1300.     (f) VERT ANG       
 DO0828
 DO0828.Superseded values are not recommended for survey control.
 DO0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0828.See file dsdata.txt to determine how the superseded data were derived.
 DO0828
 DO0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8194254586(NAD 83)
 DO0828_MARKER: DS = TRIANGULATION STATION DISK
 DO0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0828+STABILITY: SURFACE MOTION
 DO0828
 DO0828  HISTORY     - Date     Condition        Report By
 DO0828  HISTORY     - 1935     MONUMENTED       CGS
 DO0828  HISTORY     - 1937     GOOD             TXHD
 DO0828  HISTORY     - 1957     GOOD             CGS
 DO0828  HISTORY     - 1963     GOOD             CGS
 DO0828  HISTORY     - 1965     GOOD             CGS
 DO0828  HISTORY     - 1966     GOOD             USGS
 DO0828  HISTORY     - 1975     GOOD             NGS
 DO0828
 DO0828                          STATION DESCRIPTION
 DO0828
 DO0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0828'STATION IS LOCATED IN THE SW 1/4 OF SECTION 43, BLOCK 2, 16
 DO0828'MILES SSE OF VERNON, 3-3/4 MILES S OF THE ZACAQUESTA RANCH
 DO0828'HOUSE, ON A KNOLL ABOUT 0.2 MILE E OF U.S. HIGHWAY 283, AT
 DO0828'THE EDGE OF BREAK.  STATION IS LOCATED ON TOP OF BARE KNOLL,
 DO0828'200 FEET S OF BREAK.  MARK PROJECTS 4 INCHES.
 DO0828'
 DO0828'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0828'BRONZE DISKS SET IN CONCRETE.
 DO0828'
 DO0828'REFERENCE MARK NO. 1 IS SSW OF STATION.  MARK PROJECTS 5
 DO0828'INCHES.
 DO0828'
 DO0828'REFERENCE MARK NO. 2 IS NW OF STATION.  MARK PROJECTS 4
 DO0828'INCHES.
 DO0828'
 DO0828'AZIMUTH MARK IS SET IN NS FENCE LINE, 52 FEET E OF CENTER
 DO0828'LINE OF U.S. HIGHWAY 283.  TO REACH FROM STATION FOLLOW
 DO0828'DIM ROAD SW TO U.S. HIGHWAY 283, TURN N AND GO 1.0 MILE TO MARK
 DO0828'ON RIGHT IN FENCE LINE.
 DO0828'
 DO0828'TO REACH STATION FROM THE COURTHOUSE IN VERNON, GO S ON
 DO0828'U.S. HIGHWAY 283, FOR 16.8 MILES, GO LEFT THROUGH WIRE GATE
 DO0828'AND FOLLOW ROAD THROUGH PASTURE E AND NE FOR 0.3 MILE, THEN
 DO0828'TAKE DIM LEFT FORK AND GO N FOR 0.2 MILE TO TOP OF KNOLL
 DO0828'AND STATION NEAR EDGE OF BREAK.
 DO0828'
 DO0828'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 DO0828
 DO0828                          STATION RECOVERY (1937)
 DO0828
 DO0828'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0828'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN
 DO0828'GOOD CONDITION.
 DO0828
 DO0828                          STATION RECOVERY (1957)
 DO0828
 DO0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 DO0828'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DO0828'CONDITION.  THE AZIMUTH MARK IS ON THE EAST SIDE OF THE HIGHWAY
 DO0828'ABOUT 0.1 MILE NORTH OF SOME OIL STORAGE TANKS AND 15 PACES
 DO0828'NORTH OF A SIGN FOR A TEXACO PIPE LINE WHICH PASSES UNDER
 DO0828'THE HIGHWAY.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 DO0828'GROUND.
 DO0828'
 DO0828'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM VERNON
 DO0828'IS ADEQUATE.
 DO0828
 DO0828                          STATION RECOVERY (1963)
 DO0828
 DO0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 DO0828'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 DO0828'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DO0828'STATION SITE ARE CORRECT.
 DO0828
 DO0828                          STATION RECOVERY (1965)
 DO0828
 DO0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0828'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE
 DO0828'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 DO0828'RECOVERED.  A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK
 DO0828'NO. 2 WAS NOTED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DO0828'
 DO0828'THE STATION IS 17-1/2 MILES SOUTHWEST OF ELECTRA, 16
 DO0828'MILES SOUTH-SOUTHEAST OF VERNON, 0.3 MILE EAST OF
 DO0828'U.S. HIGHWAY 283, ON THE SUMMIT OF AND NEAR THE NORTHEAST
 DO0828'END OF A LOW, BRUSHY RIDGE AND ON PROPERTY OWNED BY THE
 DO0828'WAGGONER ESTATE.
 DO0828'
 DO0828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DO0828'82 AND 283, IN MAYBELLE, 9 MILES NORTHEAST OF SEYMOUR,
 DO0828'GO NORTH ON HIGHWAY 283 FOR 16.75 MILES TO A
 DO0828'CROSSROAD.  CONTINUE NORTH ON HIGHWAY 283 FOR 2.05 MILES
 DO0828'TO A WIRE GATE AT A T-FENCE CORNER ON THE RIGHT.  PASS
 DO0828'THROUGH THE GATE AND GO NORTHEAST ON A BLADED ROAD
 DO0828'FOR 0.2 MILES TO AN OLD FENCE CORNER ON THE RIGHT, JUST
 DO0828'BEFORE THE BLADED ROAD DROPS INTO A DRAW.  TURN LEFT
 DO0828'AND GO NORTHERLY ALONG BRUSHY RIDGE FOR 0.35 MILE TO THE
 DO0828'STATION ON THE NORTHEAST END OF RIDGE.
 DO0828'
 DO0828'STATION MARK IS A STANDARD DISK STAMPED ROSA 1935, SET
 DO0828'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 DO0828'PROJECTS 4 INCHES ABOVE THE GROUND.
 DO0828'
 DO0828'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROSA NO 1
 DO0828'1935, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 DO0828'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 DO0828'ABOUT SAME ELEVATION AS THE STATION.
 DO0828'
 DO0828'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROSA NO 2
 DO0828'1935, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 DO0828'WHICH PROJECTS 4 INCHES.  IT IS ON THE WEST SLOPE OF THE
 DO0828'HILL AND 2 FEET LOWER IN ELEVATION THAN THE STATION.
 DO0828'
 DO0828'TEX (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 DO0828'TEX 69 WA 1926, SET IN THE TOP OF AN 8-INCH
 DO0828'SQUARE CONCRETE POST WHICH PROJECTS 2-1/2 FEET ABOVE
 DO0828'THE GROUND.  IT IS 32 FEET EAST OF THE CENTERLINE OF
 DO0828'U.S. HIGHWAY 283 AND 19 FEET WEST OF THE EAST RIGHT-OF-WAY
 DO0828'FENCE.  TO REACH THE MARK FROM THE WIRE GATE MENTIONED
 DO0828'ABOVE, GO NORTH ON HIGHWAY 283 FOR 2.35 MILES TO THE
 DO0828'MARK ON THE RIGHT.
 DO0828'
 DO0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DO0828'16 MILES SOUTH-SOUTHEAST OF VERNON.
 DO0828
 DO0828                          STATION RECOVERY (1966)
 DO0828
 DO0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0828'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33099-1, STATION 1010.
 DO0828'
 DO0828'TRIANGULATION STATION ROSA (USC AND GS) 1935.  STATION WAS FOUND AS
 DO0828'DESCRIBED IN GOOD CONDITION.
 DO0828'
 DO0828'USGS DESCRIPTION FOLLOWS--STATION LOCATED IN THE SW. 1/4 OF SEC. 43,
 DO0828'BLOCK 2, 16 MI. SSE. OF VERNON, 3-3/4 MI. S. OF THE ZACAQUESTA RANCH
 DO0828'HOUSE, ON A KNOLL ABOUT 0.2 MI. E. OF U.S. HIGHWAYS 183 AND 283 AT
 DO0828'THE EDGE OF BREAK.  STATION IS LOCATED ON TOP OF BARE KNOLL, 200 FT.
 DO0828'S. OF BREAK, STANDARD USC AND GS DISK STAMPED---ROSA 1935---.
 DO0828'
 DO0828'RECOVERY NOTE BY NGS, 1963--STATION AND REFERENCE MARKS NO. 1 AND 2
 DO0828'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DO0828'PROCEEDING TO STATION SITE ARE CORRECT.
 DO0828
 DO0828                          STATION RECOVERY (1975)
 DO0828
 DO0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0828'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE 1935 AZIMUTH
 DO0828'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A CHECK
 DO0828'WAS MADE FOR DISTANCE AND DIRECTION TO THE MARKS AND FOUND
 DO0828'TO BE ADEQUATE.  TEX (USGS) (AZIMUTH MARK) THAT WAS USED
 DO0828'AS AN AZIMUTH MARK IN 1965 HAS BEEN DESTROYED.  THE 1965
 DO0828'LOCATION AND ROUTE TO THE STATION ARE ADEQUATE.
 DO0828'
 DO0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 DO0828'SOUTH-SOUTHEAST OF VERON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0693 ***********************************************************************
 AH0693  DESIGNATION -  ROSA RM 2
 AH0693  PID         -  AH0693
 AH0693  STATE/COUNTY-  TX/KENEDY
 AH0693  USGS QUAD   -  SARITA (1979)
 AH0693
 AH0693                         *CURRENT SURVEY CONTROL
 AH0693  ___________________________________________________________________
 AH0693* NAD 83(1986)-  27 10 26.     (N)    097 51 43.     (W)     SCALED    
 AH0693* NAVD 88     -        23.777  (meters)      78.01   (feet)  ADJUSTED  
 AH0693  ___________________________________________________________________
 AH0693  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH0693  DYNAMIC HT  -          23.740 (meters)      77.89  (feet)  COMP
 AH0693  MODELED GRAV-     979,084.5   (mgal)                       NAVD 88
 AH0693
 AH0693  VERT ORDER  -  SECOND    CLASS 0
 AH0693
 AH0693.The horizontal coordinates were scaled from a topographic map and have
 AH0693.an estimated accuracy of +/- 6 seconds.
 AH0693
 AH0693.The orthometric height was determined by differential leveling
 AH0693.and adjusted by the National Geodetic Survey in June 1991..
 AH0693
 AH0693.The geoid height was determined by GEOID03.
 AH0693
 AH0693.The dynamic height is computed by dividing the NAVD 88
 AH0693.geopotential number by the normal gravity value computed on the
 AH0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0693.degrees latitude (g = 980.6199 gals.).
 AH0693
 AH0693.The modeled gravity was interpolated from observed gravity values.
 AH0693
 AH0693;                    North         East    Units  Estimated Accuracy
 AH0693;SPC TX S     - 5,167,150.      363,230.      MT  (+/- 180 meters Scaled)
 AH0693
 AH0693                          SUPERSEDED SURVEY CONTROL
 AH0693
 AH0693  NGVD 29 (??/??/92)   23.867  (m)           78.30   (f) ADJ UNCH    2 0
 AH0693
 AH0693.Superseded values are not recommended for survey control.
 AH0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0693.See file dsdata.txt to determine how the superseded data were derived.
 AH0693
 AH0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR127062(NAD 83)
 AH0693_MARKER: DR = REFERENCE MARK DISK
 AH0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0693_STAMPING: ROSA NO.2 1931 1913
 AH0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0693+STABILITY: SURFACE MOTION
 AH0693
 AH0693  HISTORY     - Date     Condition        Report By
 AH0693  HISTORY     - 1931     MONUMENTED       CGS
 AH0693  HISTORY     - 1942     GOOD             NGS
 AH0693
 AH0693                          STATION DESCRIPTION
 AH0693
 AH0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AH0693'6.7 MI SW FROM SARITA.
 AH0693'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SARITA--
 AH0693'PROCEED 6.7 MILES (STADIA) SOUTHWESTERLY ALONG RANCH ROAD TO THE SITE
 AH0693'OF THE REFERENCE MARK. R. M. NO.2 IS ABOUT 300.0 FEET SOUTHEAST OF THE
 AH0693'SANTA ROSA RANCH HOUSE, ABOUT 155.0 FEET NORTH OF THE SOUTHWEST CORNER
 AH0693'OF FENCE AROUND CULTIVATED FIELD AND IN LINE WITH FENCE LINE LEADING
 AH0693'SOUTH.  IT IS 4.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE
 AH0693'MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0597 ***********************************************************************
 AO0597  DESIGNATION -  ROSALIE
 AO0597  PID         -  AO0597
 AO0597  STATE/COUNTY-  TX/MCMULLEN
 AO0597  USGS QUAD   -  LA CHUSA HILL (1969)
 AO0597
 AO0597                         *CURRENT SURVEY CONTROL
 AO0597  ___________________________________________________________________
 AO0597* NAD 83(1993)-  28 11 58.80884(N)    098 26 36.21503(W)     ADJUSTED  
 AO0597* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 AO0597  ___________________________________________________________________
 AO0597  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AO0597  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AO0597
 AO0597  HORZ ORDER  -  SECOND
 AO0597
 AO0597.The horizontal coordinates were established by classical geodetic methods
 AO0597.and adjusted by the National Geodetic Survey in February 1996..
 AO0597
 AO0597.The orthometric height was scaled from a topographic map.
 AO0597
 AO0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0597
 AO0597.The geoid height was determined by GEOID03.
 AO0597
 AO0597;                    North         East     Units Scale Factor Converg.
 AO0597;SPC TXSC     - 4,040,732.441   654,650.601   MT  1.00005778   +0 16 21.7
 AO0597;SPC TXSC     -13,256,969.68  2,147,799.51   sFT  1.00005778   +0 16 21.7
 AO0597;SPC TX S     - 5,280,657.837   305,558.296   MT  1.00011326   +0 01 32.5
 AO0597;SPC TX S     -17,324,958.25  1,002,485.84   sFT  1.00011326   +0 01 32.5
 AO0597;UTM  14      - 3,119,446.450   554,626.269   MT  0.99963683   +0 15 46.9
 AO0597
 AO0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0597!SPC TXSC     -   0.99998035  x   1.00005778  =   1.00003812
 AO0597!SPC TX S     -   0.99998035  x   1.00011326  =   1.00009360
 AO0597!UTM  14      -   0.99998035  x   0.99963683  =   0.99961718
 AO0597
 AO0597|---------------------------------------------------------------------|
 AO0597| PID    Reference Object                     Distance      Geod. Az  |
 AO0597|                                                           dddmmss.s |
 AO0597| CV6153 ROSALIE RM 1                         11.638 METERS 14815     |
 AO0597| CV6152 ROSALIE AZ MK                                      2535459.6 |
 AO0597| CV6154 ROSALIE RM 2                         10.250 METERS 30558     |
 AO0597|---------------------------------------------------------------------|
 AO0597
 AO0597                          SUPERSEDED SURVEY CONTROL
 AO0597
 AO0597  NAD 83(1986)-  28 11 58.81437(N)    098 26 36.19217(W) AD(       ) 2
 AO0597  NAD 27      -  28 11 57.79600(N)    098 26 35.14800(W) AD(       ) 2
 AO0597
 AO0597.Superseded values are not recommended for survey control.
 AO0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0597.See file dsdata.txt to determine how the superseded data were derived.
 AO0597
 AO0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS5462619446(NAD 83)
 AO0597_MARKER: DS = TRIANGULATION STATION DISK
 AO0597_SETTING: 66 = SET IN ROCK OUTCROP
 AO0597
 AO0597  HISTORY     - Date     Condition        Report By
 AO0597  HISTORY     - 1952     MONUMENTED       CGS
 AO0597  HISTORY     - 1953     GOOD             CGS
 AO0597
 AO0597                          STATION DESCRIPTION
 AO0597
 AO0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0597'THE STATION IS ABOUT 31 MILES NORTHWEST OF SAN DIEGO, AND ABOUT
 AO0597'21 MILES SOUTH-SOUTHWEST OF TILDEN.  IT IS ON THE SOUTHWEST RIM
 AO0597'OF A SMALL BUTTE, WHICH IS THE HIGHEST IN THE RANGE OF THE
 AO0597'ROSALIE HILLS.
 AO0597'
 AO0597'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY
 AO0597'202 AT THE WEST END OF GEORGE WEST, GO NORTHWEST ON U.S. HIGHWAY
 AO0597'281 FOR 2.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT, SOUTHWEST,
 AO0597'ON FARM ROAD 889 AND GO 8.6 MILES TO A Y-FORK AND END OF PAVEMENT.
 AO0597'CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR 2.5 MILES TO A CATTLE
 AO0597'GUARD AND SIDE ROAD RIGHT.  CROSS CATTLE GUARD AND CONTINUE ON
 AO0597'THE MAIN ROAD SOUTH, AND WEST, FOR 10.3 MILES TO A WOODEN GATE
 AO0597'WITH SIGN CORON RANCH ON THE LEFT.  TURN LEFT, SOUTH, PASS
 AO0597'THROUGH GATE AND GO ON THE MAIN ROAD FOR 1 MILE TO A T-ROAD.
 AO0597'TURN RIGHT, WEST, AND GO 0.95 MILE TO A FENCE CORNER AND DIM
 AO0597'TRACK ROAD ON THE RIGHT.  TURN RIGHT, NORTH, AND FOLLOW
 AO0597'ALONG THE WEST SIDE OF FENCE FOR 0.35 MILE TO A FENCE
 AO0597'CORNER.  TURN LEFT, WEST, AND GO 0.15 MILE TO THE BASE OF
 AO0597'THE BUTTE AND THE END OF TRUCK TRAVEL.  THE STATION IS ABOUT
 AO0597'200 YARDS FROM THIS POINT.  PACK UP STEEP SLOPE TO THE
 AO0597'HIGHEST POINT OF THE SOUTHWEST RIM AND STATION SITE.
 AO0597'
 AO0597'THE STATION MARK IS A STANDARD TABLET SET IN A DRILL HOLE IN
 AO0597'OUTCROPPING BEDROCK.  THE TABLET IS STAMPED ROSALIE 1952, AND
 AO0597'IS FLUSH WITH THE GROUND SURFACE.  LOCATED 9 FEET NORTHEAST
 AO0597'OF THE SOUTHWEST EDGE OF THE BUTTE.
 AO0597'
 AO0597'REFERENCE MARK NO. 1 IS A STANDARD TABLET SET IN A DRILL HOLE
 AO0597'IN OUTCROPPING BEDROCK.  THE TABLET IS STAMPED ROSALIE NO 1 1952,
 AO0597'AND IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 AO0597'
 AO0597'REFERENCE MARK NO. 2 IS A STANDARD TABLET SET IN A DRILL HOLE
 AO0597'IN OUTCROPPING BEDROCK.  THE TABLET IS STAMPED ROSALIE NO 2 1952,
 AO0597'AND IS ABOUT 2 FEET LOWER THAN THE STATION MARK.  IT IS 5 FEET
 AO0597'NORTHEAST OF THE SOUTHWEST EDGE.
 AO0597'
 AO0597'AZIMUTH MARK IS A STANDARD TABLET SET IN THE TOP OF A CONCRETE
 AO0597'CYLINDER.  THE TABLET IS STAMPED ROSALIE 1952, AND IS FLUSH WITH
 AO0597'THE GROUND.  LOCATED 20 FEET SOUTH OF A FENCE CORNER.  3 FEET
 AO0597'NORTH OF A WHITE WITNESS POST.  AND 1 FOOT EAST OF A NORTH-SOUTH
 AO0597'FENCE LINE.
 AO0597'
 AO0597'TO REACH THE AZIMUTH FROM THE END OF TRUCK TRAVEL, GO WEST ALONG
 AO0597'FENCE LINE FOR 0.25 MILE TO A FENCE CORNER AND AZIMUTH MARK.
 AO0597
 AO0597                          STATION RECOVERY (1953)
 AO0597
 AO0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0597'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AO0597'FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT
 AO0597'AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0968 ***********************************************************************
 CU0968  DESIGNATION -  ROSCOE
 CU0968  PID         -  CU0968
 CU0968  STATE/COUNTY-  TX/NOLAN
 CU0968  USGS QUAD   -  ROSCOE (1987)
 CU0968
 CU0968                         *CURRENT SURVEY CONTROL
 CU0968  ___________________________________________________________________
 CU0968* NAD 83(1993)-  32 26 53.17264(N)    100 32 24.12490(W)     ADJUSTED  
 CU0968* NAVD 88     -       728.     (meters)    2388.     (feet)  SCALED    
 CU0968  ___________________________________________________________________
 CU0968  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 CU0968  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CU0968
 CU0968  HORZ ORDER  -  FIRST
 CU0968
 CU0968.The horizontal coordinates were established by classical geodetic methods
 CU0968.and adjusted by the National Geodetic Survey in February 1996..
 CU0968
 CU0968.The orthometric height was scaled from a topographic map.
 CU0968
 CU0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0968
 CU0968.The geoid height was determined by GEOID03.
 CU0968
 CU0968;                    North         East     Units Scale Factor Converg.
 CU0968;SPC TXNC     - 2,088,516.723   408,200.051   MT  0.99992770   -1 06 45.4
 CU0968;SPC TXNC     - 6,852,075.28  1,339,236.33   sFT  0.99992770   -1 06 45.4
 CU0968;UTM  14      - 3,591,150.320   355,239.944   MT  0.99985841   -0 49 35.1
 CU0968
 CU0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0968!SPC TXNC     -   0.99988988  x   0.99992770  =   0.99981759
 CU0968!UTM  14      -   0.99988988  x   0.99985841  =   0.99974831
 CU0968
 CU0968:                Primary Azimuth Mark                     Grid Az
 CU0968:SPC TXNC     -  ROSCOE WESTEX COOP ELEVATOR              093 12 56.6
 CU0968:UTM  14      -  ROSCOE WESTEX COOP ELEVATOR              092 55 46.3
 CU0968
 CU0968|---------------------------------------------------------------------|
 CU0968| PID    Reference Object                     Distance      Geod. Az  |
 CU0968|                                                           dddmmss.s |
 CU0968| CU0966 ROSCOE WESTEX COOP ELEVATOR         APPROX. 0.7 KM 0920611.2 |
 CU0968| CX8113 ROSCOE RM 1                          28.933 METERS 14038     |
 CU0968| CU0965 ROSCOE MUNICIPAL TANK               384.953 METERS 14755     |
 CU0968| CU0967 ROSCOE TALLER MUN TANK              APPROX. 1.0 KM 1763613.1 |
 CU0968| CX8114 ROSCOE RM 2                          25.536 METERS 20039     |
 CU0968| CU0969 ROSCOE TEXAS ELEC CO MAST           APPROX. 6.8 KM 2113533.7 |
 CU0968| CX8112 ROSCOE AZ MK                                       2842918.5 |
 CU0968|---------------------------------------------------------------------|
 CU0968
 CU0968                          SUPERSEDED SURVEY CONTROL
 CU0968
 CU0968  NAD 83(1986)-  32 26 53.17740(N)    100 32 24.11498(W) AD(       ) 1
 CU0968  NAD 27      -  32 26 52.74743(N)    100 32 22.72775(W) AD(       ) 1
 CU0968
 CU0968.Superseded values are not recommended for survey control.
 CU0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0968.See file dsdata.txt to determine how the superseded data were derived.
 CU0968
 CU0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5524091150(NAD 83)
 CU0968_MARKER: DS = TRIANGULATION STATION DISK
 CU0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0968_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0968
 CU0968  HISTORY     - Date     Condition        Report By
 CU0968  HISTORY     - 1968     MONUMENTED       CGS
 CU0968  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0968
 CU0968                          STATION DESCRIPTION
 CU0968
 CU0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0968'DUE TO BUILDING, MEASUREMENT BETWEEN REFERENCE MARKS WERE NOT MADE.
 CU0968'
 CU0968'STATION IS LOCATED IN THE NORTHWEST EDGE OF ROSCOE, JUST NORTH OF
 CU0968'THE COTTON COMPRESS COMPANY GIN BUILDING.
 CU0968'
 CU0968'TO REACH FROM THE POST OFFICE IN ROSCOE, GO NORTH ON U.S. HIGHWAY
 CU0968'84 FOR 0.2 MILE TO COTTON GIN AND STATION ON LEFT.
 CU0968'
 CU0968'STATION MARK, A STANDARD DISK STAMPED ROSCOE 1968, IS SET IN THE
 CU0968'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS 69.4 FEET
 CU0968'NORTH OF CENTER OF GIN BUILDING, 78.1 FEET NORTHEAST OF THE
 CU0968'NORTHWEST CORNER OF BUILDING AND 80.3 FEET NORTHWEST OF THE
 CU0968'NORTHEAST CORNER OF BUILDING.
 CU0968'
 CU0968'REFERENCE MARK 1, A STANDARD DISK STAMPED ROSCOE NO 1 1968, IS SET
 CU0968'IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE PLATFORM AT
 CU0968'THE EAST END OF BUILDING.  THE MARK IS 18.8 FEET EAST OF THE
 CU0968'NORTHEAST CORNER OF BUILDING.
 CU0968'
 CU0968'REFERENCE MARK 2, A STANDARD DISK STAMPED ROSCOE NO 2 1968, IS SET
 CU0968'IN A DRILL HOLE IN THE WEST END OF BUILDING FOUNDATION.  THE MARK
 CU0968'IS 4.1 FEET WEST OF THE NORTHWEST CORNER OF BUILDING.
 CU0968'
 CU0968'AZIMUTH MARK, A STANDARD DISK STAMPED ROSCOE 1968, IS SET IN THE
 CU0968'TOP OF A SQUARE CONCRETE POST WHICH PROJECT 6 INCHES.  THE MARK IS
 CU0968'93.5 FEET SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY 84, 13.6 FEET
 CU0968'NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 34.6 FEET EAST OF
 CU0968'CENTER OF TRACK ROAD AND 2.1 FEET WEST OF WITNESS POST.
 CU0968'
 CU0968'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 CU0968'U.S. HIGHWAY 84 FOR 0.25 MILE TO MARK ON LEFT.
 CU0968
 CU0968                          STATION RECOVERY (1982)
 CU0968
 CU0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CU0968'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE NOT RECOVERED, THIS
 CU0968'LOCATION HAS HAD HEAVY GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0963 ***********************************************************************
 CU0963  DESIGNATION -  ROSCOE COTTON GIN STACK
 CU0963  PID         -  CU0963
 CU0963  STATE/COUNTY-  TX/NOLAN
 CU0963  USGS QUAD   -  ROSCOE (1987)
 CU0963
 CU0963                         *CURRENT SURVEY CONTROL
 CU0963  ___________________________________________________________________
 CU0963* NAD 83(1993)-  32 26 52.97149(N)    100 32 09.05704(W)     ADJUSTED  
 CU0963* NAVD 88     -                                                        
 CU0963  ___________________________________________________________________
 CU0963  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CU0963  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CU0963
 CU0963  HORZ ORDER  -  THIRD
 CU0963
 CU0963.The horizontal coordinates were established by classical geodetic methods
 CU0963.and adjusted by the National Geodetic Survey in February 1996..
 CU0963
 CU0963
 CU0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0963
 CU0963.The geoid height was determined by GEOID03.
 CU0963
 CU0963;                    North         East     Units Scale Factor Converg.
 CU0963;SPC TXNC     - 2,088,502.895   408,593.396   MT  0.99992771   -1 06 37.2
 CU0963;SPC TXNC     - 6,852,029.91  1,340,526.83   sFT  0.99992771   -1 06 37.2
 CU0963;UTM  14      - 3,591,138.457   355,633.325   MT  0.99985701   -0 49 27.0
 CU0963
 CU0963                          SUPERSEDED SURVEY CONTROL
 CU0963
 CU0963  NAD 83(1986)-  32 26 52.97819(N)    100 32 09.04665(W) AD(       ) 4
 CU0963  NAD 27      -  32 26 52.55200(N)    100 32 07.66200(W) AD(       ) 3
 CU0963
 CU0963.Superseded values are not recommended for survey control.
 CU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0963.See file dsdata.txt to determine how the superseded data were derived.
 CU0963
 CU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5563391138(NAD 83)
 CU0963_MARKER: 63 = STACK
 CU0963
 CU0963  HISTORY     - Date     Condition        Report By
 CU0963  HISTORY     - 1909     FIRST OBSERVED   CGS
 CU0963
 CU0963                          STATION DESCRIPTION
 CU0963
 CU0963'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0965 ***********************************************************************
 CU0965  DESIGNATION -  ROSCOE MUNICIPAL TANK
 CU0965  PID         -  CU0965
 CU0965  STATE/COUNTY-  TX/NOLAN
 CU0965  USGS QUAD   -  ROSCOE (1987)
 CU0965
 CU0965                         *CURRENT SURVEY CONTROL
 CU0965  ___________________________________________________________________
 CU0965* NAD 83(1993)-  32 26 42.58373(N)    100 32 16.29806(W)     ADJUSTED  
 CU0965* NAVD 88     -                                                        
 CU0965  ___________________________________________________________________
 CU0965  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CU0965  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CU0965
 CU0965  HORZ ORDER  -  THIRD
 CU0965
 CU0965.The horizontal coordinates were established by classical geodetic methods
 CU0965.and adjusted by the National Geodetic Survey in February 1996..
 CU0965
 CU0965
 CU0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0965
 CU0965.The geoid height was determined by GEOID03.
 CU0965
 CU0965;                    North         East     Units Scale Factor Converg.
 CU0965;SPC TXNC     - 2,088,186.659   408,398.106   MT  0.99992824   -1 06 41.2
 CU0965;SPC TXNC     - 6,850,992.40  1,339,886.12   sFT  0.99992824   -1 06 41.2
 CU0965;UTM  14      - 3,590,821.272   355,439.631   MT  0.99985770   -0 49 30.7
 CU0965
 CU0965                          SUPERSEDED SURVEY CONTROL
 CU0965
 CU0965  NAD 83(1986)-  32 26 42.58916(N)    100 32 16.28774(W) AD(       ) 4
 CU0965  NAD 27      -  32 26 42.15900(N)    100 32 14.90100(W) AD(       ) 3
 CU0965
 CU0965.Superseded values are not recommended for survey control.
 CU0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0965.See file dsdata.txt to determine how the superseded data were derived.
 CU0965
 CU0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5544090821(NAD 83)
 CU0965_MARKER: 51 = TANK
 CU0965
 CU0965  HISTORY     - Date     Condition        Report By
 CU0965  HISTORY     - 1935     FIRST OBSERVED   CGS
 CU0965  HISTORY     - 1968     GOOD             CGS
 CU0965
 CU0965                          STATION DESCRIPTION
 CU0965
 CU0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0965'POINT OBSERVED UPON WAS FINIAL ATOP ROSCOE MUNICIPAL WATER
 CU0965'TANK, LOCATED IN S CENTRAL PORTION OF TOWN, APPROXIMATELY
 CU0965'75 FEET HIGH.
 CU0965
 CU0965                          STATION RECOVERY (1968)
 CU0965
 CU0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0965'RECOVERED AS DESCRIBED BY C.I.A. IN 1935.  IT IS THE SHORTEST 1 OF
 CU0965'2 TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0964 ***********************************************************************
 CU0964  DESIGNATION -  ROSCOE SCHOOLHOUSE CUPOLA
 CU0964  PID         -  CU0964
 CU0964  STATE/COUNTY-  TX/NOLAN
 CU0964  USGS QUAD   -  ROSCOE (1987)
 CU0964
 CU0964                         *CURRENT SURVEY CONTROL
 CU0964  ___________________________________________________________________
 CU0964* NAD 83(1993)-  32 26 18.22325(N)    100 32 28.30125(W)     ADJUSTED  
 CU0964* NAVD 88     -                                                        
 CU0964  ___________________________________________________________________
 CU0964  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CU0964  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CU0964
 CU0964  HORZ ORDER  -  THIRD
 CU0964
 CU0964.The horizontal coordinates were established by classical geodetic methods
 CU0964.and adjusted by the National Geodetic Survey in February 1996..
 CU0964
 CU0964
 CU0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0964
 CU0964.The geoid height was determined by GEOID03.
 CU0964
 CU0964;                    North         East     Units Scale Factor Converg.
 CU0964;SPC TXNC     - 2,087,442.539   408,070.080   MT  0.99992949   -1 06 47.7
 CU0964;SPC TXNC     - 6,848,551.06  1,338,809.92   sFT  0.99992949   -1 06 47.7
 CU0964;UTM  14      - 3,590,075.575   355,115.351   MT  0.99985886   -0 49 36.6
 CU0964
 CU0964                          SUPERSEDED SURVEY CONTROL
 CU0964
 CU0964  NAD 83(1986)-  32 26 18.22930(N)    100 32 28.29075(W) AD(       ) 4
 CU0964  NAD 27      -  32 26 17.80100(N)    100 32 26.90800(W) AD(       ) 3
 CU0964
 CU0964.Superseded values are not recommended for survey control.
 CU0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0964.See file dsdata.txt to determine how the superseded data were derived.
 CU0964
 CU0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5511590076(NAD 83)
 CU0964_MARKER: 86 = CUPOLA
 CU0964
 CU0964  HISTORY     - Date     Condition        Report By
 CU0964  HISTORY     - 1909     FIRST OBSERVED   CGS
 CU0964
 CU0964                          STATION DESCRIPTION
 CU0964
 CU0964'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0967 ***********************************************************************
 CU0967  DESIGNATION -  ROSCOE TALLER MUN TANK
 CU0967  PID         -  CU0967
 CU0967  STATE/COUNTY-  TX/NOLAN
 CU0967  USGS QUAD   -  ROSCOE (1987)
 CU0967
 CU0967                         *CURRENT SURVEY CONTROL
 CU0967  ___________________________________________________________________
 CU0967* NAD 83(1993)-  32 26 19.81476(N)    100 32 21.79040(W)     ADJUSTED  
 CU0967* NAVD 88     -                                                        
 CU0967  ___________________________________________________________________
 CU0967  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CU0967  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CU0967
 CU0967  HORZ ORDER  -  THIRD
 CU0967
 CU0967.The horizontal coordinates were established by classical geodetic methods
 CU0967.and adjusted by the National Geodetic Survey in February 1996..
 CU0967
 CU0967
 CU0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0967
 CU0967.The geoid height was determined by GEOID03.
 CU0967
 CU0967;                    North         East     Units Scale Factor Converg.
 CU0967;SPC TXNC     - 2,087,488.248   408,241.067   MT  0.99992941   -1 06 44.2
 CU0967;SPC TXNC     - 6,848,701.03  1,339,370.90   sFT  0.99992941   -1 06 44.2
 CU0967;UTM  14      - 3,590,122.135   355,286.095   MT  0.99985825   -0 49 33.1
 CU0967
 CU0967                          SUPERSEDED SURVEY CONTROL
 CU0967
 CU0967  NAD 83(1986)-  32 26 19.82022(N)    100 32 21.78013(W) AD(       ) 4
 CU0967  NAD 27      -  32 26 19.39093(N)    100 32 20.39401(W) AD(       ) 3
 CU0967
 CU0967.Superseded values are not recommended for survey control.
 CU0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0967.See file dsdata.txt to determine how the superseded data were derived.
 CU0967
 CU0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5528690122(NAD 83)
 CU0967_MARKER: 53 = ELEVATED TANK
 CU0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU0967+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 CU0967
 CU0967  HISTORY     - Date     Condition        Report By
 CU0967  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0967  HISTORY     - 20030719 GOOD             USPSQD
 CU0967
 CU0967                          STATION DESCRIPTION
 CU0967
 CU0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0967'IT IS A STEEL TANK SUPPORTED BY FOUR STEEL LEGS IS PAINTED
 CU0967'SILVER AND IS ABOUT 125 FEET HIGH.  THE POINT INTERSECTED IS THE
 CU0967'TOP-CENTER OF THE TANK.
 CU0967'
 CU0967'IT IS LOCATED ABOUT 100 FEET SOUTHWEST OF THE INTERSECTION OF 7TH
 CU0967'STREET AND ASH STREET IN ROSCOE.
 CU0967'
 CU0967'IT IS THE TALLEST 1 OF 2 TANKS.
 CU0967
 CU0967                          STATION RECOVERY (2003)
 CU0967
 CU0967'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CU0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0969 ***********************************************************************
 CU0969  DESIGNATION -  ROSCOE TEXAS ELEC CO MAST
 CU0969  PID         -  CU0969
 CU0969  STATE/COUNTY-  TX/NOLAN
 CU0969  USGS QUAD   -  ROSCOE (1987)
 CU0969
 CU0969                         *CURRENT SURVEY CONTROL
 CU0969  ___________________________________________________________________
 CU0969* NAD 83(1993)-  32 23 45.33819(N)    100 34 40.27324(W)     ADJUSTED  
 CU0969* NAVD 88     -                                                        
 CU0969  ___________________________________________________________________
 CU0969  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CU0969  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CU0969
 CU0969  HORZ ORDER  -  THIRD
 CU0969
 CU0969.The horizontal coordinates were established by classical geodetic methods
 CU0969.and adjusted by the National Geodetic Survey in February 1996..
 CU0969
 CU0969
 CU0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0969
 CU0969.The geoid height was determined by GEOID03.
 CU0969
 CU0969;                    North         East     Units Scale Factor Converg.
 CU0969;SPC TXNC     - 2,082,801.889   404,530.420   MT  0.99993763   -1 07 59.7
 CU0969;SPC TXNC     - 6,833,325.86  1,327,196.89   sFT  0.99993763   -1 07 59.7
 CU0969;UTM  14      - 3,585,417.566   351,599.227   MT  0.99987158   -0 50 43.9
 CU0969
 CU0969                          SUPERSEDED SURVEY CONTROL
 CU0969
 CU0969  NAD 83(1986)-  32 23 45.34355(N)    100 34 40.26325(W) AD(       ) 4
 CU0969  NAD 27      -  32 23 44.90961(N)    100 34 38.87749(W) AD(       ) 3
 CU0969
 CU0969.Superseded values are not recommended for survey control.
 CU0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0969.See file dsdata.txt to determine how the superseded data were derived.
 CU0969
 CU0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5159985418(NAD 83)
 CU0969
 CU0969  HISTORY     - Date     Condition        Report By
 CU0969  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0969
 CU0969                          STATION DESCRIPTION
 CU0969
 CU0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0969'IT IS A STEEL MAST AND IS PAINTED RED AND WHITE.  IT HAS
 CU0969'THREE REFLECTORS AND A RED LIGHT ON THE TOP.  THE POINT
 CU0969'INTERSECTED IS THE TOP-CENTER OF THE MAST.
 CU0969'
 CU0969'TO REACH FROM THE INTERSECTION OF INTERSTATE 20 AND FARM
 CU0969'ROAD 1230, GO SOUTH ON FARM ROAD 1230 FOR 2.0 MILES TO A CROSSROAD,
 CU0969'TURN LEFT AND GO EAST ON A BLADED ROAD FOR 3.0 MILES TO THE MAST ON
 CU0969'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0966 ***********************************************************************
 CU0966  DESIGNATION -  ROSCOE WESTEX COOP ELEVATOR
 CU0966  PID         -  CU0966
 CU0966  STATE/COUNTY-  TX/NOLAN
 CU0966  USGS QUAD   -  ROSCOE (1987)
 CU0966
 CU0966                         *CURRENT SURVEY CONTROL
 CU0966  ___________________________________________________________________
 CU0966* NAD 83(1993)-  32 26 52.32427(N)    100 31 56.90578(W)     ADJUSTED  
 CU0966* NAVD 88     -                                                        
 CU0966  ___________________________________________________________________
 CU0966  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CU0966  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CU0966
 CU0966  HORZ ORDER  -  THIRD
 CU0966
 CU0966.The horizontal coordinates were established by classical geodetic methods
 CU0966.and adjusted by the National Geodetic Survey in February 1996..
 CU0966
 CU0966
 CU0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0966
 CU0966.The geoid height was determined by GEOID03.
 CU0966
 CU0966;                    North         East     Units Scale Factor Converg.
 CU0966;SPC TXNC     - 2,088,476.818   408,910.314   MT  0.99992775   -1 06 30.6
 CU0966;SPC TXNC     - 6,851,944.36  1,341,566.59   sFT  0.99992775   -1 06 30.6
 CU0966;UTM  14      - 3,591,113.965   355,950.348   MT  0.99985588   -0 49 20.5
 CU0966
 CU0966                          SUPERSEDED SURVEY CONTROL
 CU0966
 CU0966  NAD 83(1986)-  32 26 52.32981(N)    100 31 56.89561(W) AD(       ) 4
 CU0966  NAD 27      -  32 26 51.90053(N)    100 31 55.50599(W) AD(       ) 3
 CU0966
 CU0966.Superseded values are not recommended for survey control.
 CU0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0966.See file dsdata.txt to determine how the superseded data were derived.
 CU0966
 CU0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5595091114(NAD 83)
 CU0966
 CU0966  HISTORY     - Date     Condition        Report By
 CU0966  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0966
 CU0966                          STATION DESCRIPTION
 CU0966
 CU0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0966'IT IS A CONCRETE STRUCTURE WHICH IS NOT PAINTED AND IS
 CU0966'140 FEET HIGH.  THE POINT INTERSECTED IS THE TOP-CENTER.
 CU0966'
 CU0966'IT IS LOCATED AT THE INTERSECTION OF FRONT STREET AND COTTONWOOD
 CU0966'STREET IN ROSCOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0571 ***********************************************************************
 DP0571  DESIGNATION -  ROSE
 DP0571  PID         -  DP0571
 DP0571  STATE/COUNTY-  TX/DICKENS
 DP0571  USGS QUAD   -  RUSTLER CAMP (1981)
 DP0571
 DP0571                         *CURRENT SURVEY CONTROL
 DP0571  ___________________________________________________________________
 DP0571* NAD 83(1993)-  33 45 07.55149(N)    100 55 55.70240(W)     ADJUSTED  
 DP0571* NAVD 88     -       904.     (meters)    2966.     (feet)  SCALED    
 DP0571  ___________________________________________________________________
 DP0571  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DP0571  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DP0571
 DP0571  HORZ ORDER  -  FIRST
 DP0571
 DP0571.The horizontal coordinates were established by classical geodetic methods
 DP0571.and adjusted by the National Geodetic Survey in February 1996..
 DP0571
 DP0571.The orthometric height was scaled from a topographic map.
 DP0571
 DP0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0571
 DP0571.The geoid height was determined by GEOID03.
 DP0571
 DP0571;                    North         East     Units Scale Factor Converg.
 DP0571;SPC TXNC     - 2,233,868.485   374,688.722   MT  0.99994720   -1 19 35.3
 DP0571;SPC TXNC     - 7,328,950.19  1,229,291.25   sFT  0.99994720   -1 19 35.3
 DP0571;UTM  14      - 3,736,346.483   321,041.365   MT  0.99999483   -1 04 25.6
 DP0571
 DP0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0571!SPC TXNC     -   0.99986219  x   0.99994720  =   0.99980940
 DP0571!UTM  14      -   0.99986219  x   0.99999483  =   0.99985702
 DP0571
 DP0571:                Primary Azimuth Mark                     Grid Az
 DP0571:SPC TXNC     -  ROSE AZ MK                               272 33 30.8
 DP0571:UTM  14      -  ROSE AZ MK                               272 18 21.1
 DP0571
 DP0571|---------------------------------------------------------------------|
 DP0571| PID    Reference Object                     Distance      Geod. Az  |
 DP0571|                                                           dddmmss.s |
 DP0571| CX8115 ROSE AZ MK                                         2711355.5 |
 DP0571| CX8116 ROSE RM 1                            53.340 METERS 28308     |
 DP0571| DP0578 MATADOR                             APPROX.13.6 KM 3115049.3 |
 DP0571| CX8117 ROSE RM 2                            43.160 METERS 33927     |
 DP0571|---------------------------------------------------------------------|
 DP0571
 DP0571                          SUPERSEDED SURVEY CONTROL
 DP0571
 DP0571  NAD 83(1993)-  33 45 07.55490(N)    100 55 55.70067(W) AD(       ) 1
 DP0571  NAD 83(1986)-  33 45 07.55704(N)    100 55 55.69559(W) AD(       ) 1
 DP0571  NAD 27      -  33 45 07.25900(N)    100 55 54.19300(W) AD(       ) 1
 DP0571
 DP0571.Superseded values are not recommended for survey control.
 DP0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0571.See file dsdata.txt to determine how the superseded data were derived.
 DP0571
 DP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2104136346(NAD 83)
 DP0571_MARKER: DS = TRIANGULATION STATION DISK
 DP0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0571_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0571
 DP0571  HISTORY     - Date     Condition        Report By
 DP0571  HISTORY     - 1935     MONUMENTED       CGS
 DP0571  HISTORY     - 1938     GOOD             TXHD
 DP0571  HISTORY     - 1948     GOOD             CGS
 DP0571  HISTORY     - 1952     GOOD             TXHD
 DP0571
 DP0571                          STATION DESCRIPTION
 DP0571
 DP0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0571'STATION IS ON THE PROPERTY OF J.T. ROSE, 4 MILE A LITTLE N
 DP0571'OF E OF MC ADOO, 6-1/4 MILES E OF THE CROSBY-DICKENS COUNTY
 DP0571'LINE, AND 6-1/2 MILES S OF THE DICKENS-MOTLEY COUNTY LINE.
 DP0571'STATION MARK IS SET AT THE INTERSECTION OF A N-S AND E-W FENCE
 DP0571'LINES, AND 75 FEET SE FROM CENTER LINE OF ROAD IN MIDDLE OF
 DP0571'A CURVE.
 DP0571'
 DP0571'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DP0571'DISKS SET IN ROUND CONCRETE MONUMENTS.
 DP0571'
 DP0571'TO REACH THE AZIMUTH MARK FROM STATION, FOLLOW ROAD W 0.8 MILE
 DP0571'FROM STATION AND MARK IS SET TO THE N OF ROAD IN FENCE LINE.
 DP0571'
 DP0571'TO REACH THE STATION FROM THE N EDGE OF MC ADOO, GO 0.8 MILE
 DP0571'E AND TURN LEFT (N) ON CROSS ROAD.  GO 0.5 MILE AND TURN RIGHT
 DP0571'(E).  GO 0.7 MILE AND TURN LEFT (N) AT T-ROAD.  GO 0.65 MILE
 DP0571'AND TURN RIGHT (E).  FOLLOW MAIN ROAD AND TELEPHONE LINE 2.65
 DP0571'MILES TO A RIGHT ANGLE TURN LEFT AT STATION ON RIGHT.
 DP0571'
 DP0571'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0571
 DP0571                          STATION RECOVERY (1938)
 DP0571
 DP0571'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0571'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 DP0571'CONDITION.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 DP0571
 DP0571                          STATION RECOVERY (1948)
 DP0571
 DP0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (KS)
 DP0571'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 DP0571'CONDITION.  NO ATTEMPT WAS MADE TO FIND THE AZIMUTH MARK.
 DP0571
 DP0571                          STATION RECOVERY (1952)
 DP0571
 DP0571'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1952 (PM)
 DP0571'LETTER OF MR. PALMER MASSEY, DISTRICT ENGR., TEXAS HIGHWAY
 DP0571'DEPARTMENT, CHILDRESS, TEXAS, DATED OCTOBER 18, 1952--
 DP0571'
 DP0571'THE AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 DP0571'
 DP0571'AZIMUTH-MARK DISK, STAMPED ROSE 1935 AZI, RECEIVED AT THIS
 DP0571'OFFICE OCTOBER 31, 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1595 ***********************************************************************
 BL1595  DESIGNATION -  ROSE HILL
 BL1595  PID         -  BL1595
 BL1595  STATE/COUNTY-  TX/HARRIS
 BL1595  USGS QUAD   -  ROSE HILL (1980)
 BL1595
 BL1595                         *CURRENT SURVEY CONTROL
 BL1595  ___________________________________________________________________
 BL1595* NAD 83(1993)-  30 05 08.93058(N)    095 42 42.82074(W)     ADJUSTED  
 BL1595* NAVD 88     -        71.72   (+/-2cm)     235.3    (feet)  VERTCON   
 BL1595  ___________________________________________________________________
 BL1595  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BL1595  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL1595
 BL1595  HORZ ORDER  -  SECOND
 BL1595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1595
 BL1595.The horizontal coordinates were established by classical geodetic methods
 BL1595.and adjusted by the National Geodetic Survey in February 1996..
 BL1595
 BL1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1595.The vertical order pertains to the NGVD 29 superseded value.
 BL1595
 BL1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1595
 BL1595.The geoid height was determined by GEOID03.
 BL1595
 BL1595;                    North         East     Units Scale Factor Converg.
 BL1595;SPC TXSC     - 4,254,096.723   916,925.789   MT  0.99994891   +1 36 39.2
 BL1595;SPC TXSC     -13,956,982.33  3,008,280.69   sFT  0.99994891   +1 36 39.2
 BL1595;SPC TX C     - 3,055,719.308 1,145,396.871   MT  1.00000838   +2 22 49.1
 BL1595;SPC TX C     -10,025,305.76  3,757,856.23   sFT  1.00000838   +2 22 49.1
 BL1595;UTM  15      - 3,331,396.659   238,620.468   MT  1.00044297   -1 21 36.8
 BL1595
 BL1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1595!SPC TXSC     -   0.99999308  x   0.99994891  =   0.99994199
 BL1595!SPC TX C     -   0.99999308  x   1.00000838  =   1.00000146
 BL1595!UTM  15      -   0.99999308  x   1.00044297  =   1.00043605
 BL1595
 BL1595:                Primary Azimuth Mark                     Grid Az
 BL1595:SPC TXSC     -  TOMBALL MUNICIPAL TANK                   080 10 16.2
 BL1595:SPC TX C     -  TOMBALL MUNICIPAL TANK                   079 24 06.3
 BL1595:UTM  15      -  TOMBALL MUNICIPAL TANK                   083 08 32.2
 BL1595
 BL1595|---------------------------------------------------------------------|
 BL1595| PID    Reference Object                     Distance      Geod. Az  |
 BL1595|                                                           dddmmss.s |
 BL1595| BL2240 TOMBALL MUNICIPAL TANK              APPROX. 9.3 KM 0814655.4 |
 BL1595| BL2242 ROSE HILL SALEM LUTH CH SPIRE       APPROX. 4.1 KM 0814633.2 |
 BL1595| BL2243 HUMBLE TOMBALL GAS PLT CEN STK      APPROX. 7.8 KM 1014817.9 |
 BL1595| CV9153 ROSEHILL RM 2                        21.780 METERS 10403     |
 BL1595| CV9151 ROSEHILL AZ MK                                     1602509.3 |
 BL1595| BL2249 DALLAS HOUSTON AIRWAY BEACON 7      APPROX. 3.7 KM 2722701.5 |
 BL1595| CV9152 ROSEHILL RM 1                        26.454 METERS 35252     |
 BL1595|---------------------------------------------------------------------|
 BL1595
 BL1595                          SUPERSEDED SURVEY CONTROL
 BL1595
 BL1595  NAD 83(1986)-  30 05 08.94516(N)    095 42 42.80291(W) AD(       ) 2
 BL1595  NAD 27      -  30 05 08.16052(N)    095 42 41.99589(W) AD(       ) 2
 BL1595  NGVD 29 (??/??/92)   71.717  (m)          235.29   (f) ADJ UNCH    2 0
 BL1595
 BL1595.Superseded values are not recommended for survey control.
 BL1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1595.See file dsdata.txt to determine how the superseded data were derived.
 BL1595
 BL1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3862031397(NAD 83)
 BL1595_MARKER: DS = TRIANGULATION STATION DISK
 BL1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1595_STAMPING: ROSE HILL 1952
 BL1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1595+STABILITY: SURFACE MOTION
 BL1595
 BL1595  HISTORY     - Date     Condition        Report By
 BL1595  HISTORY     - 1952     MONUMENTED       CGS
 BL1595  HISTORY     - 1952     GOOD             CGS
 BL1595  HISTORY     - 1954     GOOD             CGS
 BL1595  HISTORY     - 19931106 GOOD             USPSQD
 BL1595
 BL1595                          STATION DESCRIPTION
 BL1595
 BL1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1595'THE STATION IS LOCATED ABOUT 8.0 MILES NORTH OF CYPRESS AND
 BL1595'ABOUT 5.5 MILES WEST OF TOMBALL IN THE SOUTHWEST CORNER OF A
 BL1595'PASTURE, 19 FEET NORTH OF AN EAST-WEST FENCE LINE AND 10 FEET
 BL1595'EAST OF A NORTH-SOUTH FENCE LINE AND WITNESS POST.  IT IS STAMPED
 BL1595'ROSEHILL 1952 AND IS FLUSH WITH THE GROUND SURFACE.
 BL1595'
 BL1595'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF PASTURE, 103 FEET
 BL1595'NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 BL1595'LINE.  IT IS STAMPED ROSEHILL NO 1 1952 AND PROJECTS 4 INCHES.
 BL1595'
 BL1595'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF PASTURE JUST WEST
 BL1595'OF A JOG IN FENCE LINE, 80 FEET EAST OF A FENCE CORNER AND 1
 BL1595'FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED ROSEHILL
 BL1595'NO 2 1952 AND PROJECTS 3 INCHES.
 BL1595'
 BL1595'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 130.83 FEET.
 BL1595'
 BL1595'THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF A T INTERSECTION,
 BL1595'30 FEET WEST OF THE CENTER OF THE ROSE HILL-CHURCH ROAD, 28
 BL1595'FEET SOUTH OF THE CENTER OF THE WALLER-TOMBALL ROAD, 2 FEET
 BL1595'NORTHWEST OF A FENCE CORNER AND 2 FEET EAST OF A WITNESS POST.
 BL1595'IT IS STAMPED ROSEHILL 1952 AND PROJECTS 2 INCHES.
 BL1595'
 BL1595'TO REACH THE STATION FROM THE RAILROAD STATION IN TOMBALL, GO
 BL1595'SOUTHWEST ON THE MAIN STREET FOR 1.3 MILES TO THE JUNCTION OF
 BL1595'STATE HIGHWAY 149 AND THE WALLER-TOMBALL ROAD, GO WEST ON
 BL1595'WALLER-TOMBALL ROAD FOR 4.8 MILES TO POINT WHERE MAIN ROAD TURNS
 BL1595'SOUTH AND CATTLE GUARD JUST WEST OF CURVE.  (TURN LEFT AND GO
 BL1595'SOUTH ON MAIN ROAD FOR 0.15 MILE TO A T ROAD RIGHT AND AZIMUTH
 BL1595'MARK IN SOUTHWEST ANGLE AS DESCRIBED.) CROSS CATTLE GUARD AND
 BL1595'GO WEST AND NORTHWEST ACROSS PASTURE FOR 0.3 MILE TO A GATE IN
 BL1595'EAST-WEST FENCE LINE, PASS THROUGH GATE AND CONTINUE
 BL1595'NORTHWEST AND WEST FOR 0.05 MILE TO STATION IN SOUTHWEST
 BL1595'CORNER OF PASTURE JUST WEST OF A JOG IN FENCE LINE AS
 BL1595'DESCRIBED.
 BL1595'
 BL1595'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BL1595
 BL1595                          STATION RECOVERY (1952)
 BL1595
 BL1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 BL1595'6.45 MI W FROM TOMBALL.
 BL1595'6.1 MILES WEST ALONG THE WALLER AND TOMBALL ROAD FROM THE POST OFFICE
 BL1595'AT TOMBALL, THENCE 0.35 MILE NORTHWEST ALONG A PRIVATE DIRT ROAD, 0.2
 BL1595'MILE WEST OF LARGE GROUP OF FARM BUILDINGS, 300 FEET NORTHEAST OF A
 BL1595'SMALL GROUP OF FARM BUILDINGS 243 FEET WEST OF 2 LARGE OIL TANKS, 21
 BL1595'FEET NORTHEAST OF A FENCE CORNER, 10 FEET EAST OF A WITNESS POST, SET
 BL1595'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BL1595
 BL1595                          STATION RECOVERY (1954)
 BL1595
 BL1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL1595'6.1 MILES WEST ALONG THE WALLER AND TOMBALL ROAD FROM THE POST
 BL1595'OFFICE AT WALLER, THENCE 0.35 MILE NORTHWEST ALONG A PRIVTE
 BL1595'DIRT ROAD, 0.2 MILE WEST OF A LARGE GROUP OF FARM BUILDINGS,
 BL1595'300 FEET NORTHEAST OF A SMALL GROUP OF FARM BUILDINGS, 243 FEET
 BL1595'WEST OF 2 LARGE OIL TANKS, 21 FEET NORTHEAST OF A FENCE CORNER,
 BL1595'10 FEET EAST OF A WITNESS POST, A TRIANGULATION STATION DISK
 BL1595'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 BL1595'GROUND, STAMPED ROSE HILL 1952.
 BL1595'
 BL1595'ROSE HILL R.M. 1 IS 87.0 FEET NORTH OF TRIANGULATION STATION
 BL1595'ROSE HILL 1952.  0.5 FOOT EAST OF A NORTH AND SOUTH FENCE, A
 BL1595'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BL1595'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED ROSE HILL NO 1 1952.
 BL1595'
 BL1595'ROSE HILL R.M. 2 IS 72.0 FEET EAST OF TRIANGULATION STATION ROSE
 BL1595'HILL 1952, 173 FEET WEST OF 2 LARGE OIL TANKS, 1.5 FEET WEST OF
 BL1595'A FENCE CORNER, A REFERENCE MARK DISK SET IN THE TOP OF A
 BL1595'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED
 BL1595'ROSE HILL NO 2 1952.
 BL1595'
 BL1595'ROSE HILL 1952 AZIMUTH IS 0.5 MILE SOUTHEAST OF TRIANGULATION
 BL1595'STATION ROSE HILL 1952, AT A ROAD JUNCTION, 29 FEET SOUTH OF THE
 BL1595'CENTER LINE OF THE WALLER AND TOMBALL ROAD, 35 FEET WEST OF
 BL1595'THE CENTER LINE OF THE ROSE HILL CHURCH ROAD, 4 FEET WEST OF A
 BL1595'POWER POLE, 2 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF
 BL1595'A FENCE, 1.5 FEET EAST OF A WITNESS POST, AN AZIMUTH MARK DISK
 BL1595'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 BL1595'ABOVE THE GROUND, STAMPED ROSE HILL 1952.
 BL1595
 BL1595                          STATION RECOVERY (1993)
 BL1595
 BL1595'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1598 ***********************************************************************
 BL1598  DESIGNATION -  ROSE HILL AZ MK
 BL1598  PID         -  BL1598
 BL1598  STATE/COUNTY-  TX/HARRIS
 BL1598  USGS QUAD   -  ROSE HILL (1980)
 BL1598
 BL1598                         *CURRENT SURVEY CONTROL
 BL1598  ___________________________________________________________________
 BL1598* NAD 83(1986)-  30 04 55.     (N)    095 42 33.     (W)     SCALED    
 BL1598* NAVD 88     -        65.770  (meters)     215.78   (feet)  ADJUSTED  
 BL1598  ___________________________________________________________________
 BL1598  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL1598  DYNAMIC HT  -          65.681 (meters)     215.49  (feet)  COMP
 BL1598  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 BL1598
 BL1598  VERT ORDER  -  FIRST     CLASS II
 BL1598
 BL1598.The horizontal coordinates were scaled from a topographic map and have
 BL1598.an estimated accuracy of +/- 6 seconds.
 BL1598
 BL1598.The orthometric height was determined by differential leveling
 BL1598.and adjusted by the National Geodetic Survey in June 1991..
 BL1598
 BL1598.The geoid height was determined by GEOID03.
 BL1598
 BL1598.The dynamic height is computed by dividing the NAVD 88
 BL1598.geopotential number by the normal gravity value computed on the
 BL1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1598.degrees latitude (g = 980.6199 gals.).
 BL1598
 BL1598.The modeled gravity was interpolated from observed gravity values.
 BL1598
 BL1598;                    North         East    Units  Estimated Accuracy
 BL1598;SPC TXSC     - 4,253,680.      917,200.      MT  (+/- 180 meters Scaled)
 BL1598
 BL1598                          SUPERSEDED SURVEY CONTROL
 BL1598
 BL1598  NGVD 29 (12/23/87)   65.764  (m)          215.76   (f) ADJUSTED    1 2
 BL1598
 BL1598.Superseded values are not recommended for survey control.
 BL1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1598.See file dsdata.txt to determine how the superseded data were derived.
 BL1598
 BL1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP388309(NAD 83)
 BL1598_MARKER: DZ = AZIMUTH MARK DISK
 BL1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1598_SP_SET: CONCRETE POST
 BL1598_STAMPING: ROSE HILL 1952
 BL1598_MARK LOGO: CGS   
 BL1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1598+STABILITY: SURFACE MOTION
 BL1598
 BL1598  HISTORY     - Date     Condition        Report By
 BL1598  HISTORY     - 1952     MONUMENTED       CGS
 BL1598  HISTORY     - 1973     GOOD             NGS
 BL1598  HISTORY     - 1978     GOOD             NGS
 BL1598  HISTORY     - 1986     GOOD             NGS
 BL1598  HISTORY     - 19931106 GOOD             USPSQD
 BL1598  HISTORY     - 20050916 GOOD             GEOCAC
 BL1598
 BL1598                          STATION DESCRIPTION
 BL1598
 BL1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1598'6.15 MI W FROM TOMBALL.
 BL1598'ABOUT 6.15 MILES WEST ALONG WALLER-TOMBALL RD. FROM THE CROSSING OF
 BL1598'THE BURLINGTON-ROCK ISLAND RAILROAD, AT THE JUNCTION OF WALLER-TOMBALL
 BL1598'RD. AND ROSE HILL CHURCH RD., 88 FEET SOUTH OF THE CENTER LINE OF
 BL1598'WALLER-TOMBALL RD., 35.4 FEET WEST OF THE CENTER LINE OF ROSE HILL
 BL1598'CHURCH RD., 59.7 FEET NORTH OF A POWER POLE SUPPORTING A TRANSFORMER,
 BL1598'5 FEET EAST OF AN UNDERGROUND CABLE MARKER POST BOX, ABOUT LEVEL WITH
 BL1598'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 BL1598
 BL1598                          STATION RECOVERY (1978)
 BL1598
 BL1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1598'RECOVERED IN GOOD CONDITION.
 BL1598
 BL1598                          STATION RECOVERY (1986)
 BL1598
 BL1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1598'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1598'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1598
 BL1598                          STATION RECOVERY (1993)
 BL1598
 BL1598'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1598'RECOVERED IN GOOD CONDITION.
 BL1598
 BL1598                          STATION RECOVERY (2005)
 BL1598
 BL1598'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1598'7 FEET EAST OF A PHONE BOX, 2 FEET SOUTHWEST OF A 5 FOOT TALL CONCRETE
 BL1598'PILLAR. LAT/LON BY HANDHELD GPS(NAD83) N30 04 45.0 W095 42 33.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1596 ***********************************************************************
 BL1596  DESIGNATION -  ROSE HILL RM 1
 BL1596  PID         -  BL1596
 BL1596  STATE/COUNTY-  TX/HARRIS
 BL1596  USGS QUAD   -  ROSE HILL (1980)
 BL1596
 BL1596                         *CURRENT SURVEY CONTROL
 BL1596  ___________________________________________________________________
 BL1596* NAD 83(1986)-  30 05 09.     (N)    095 42 43.     (W)     SCALED    
 BL1596* NAVD 88     -        71.77   (+/-2cm)     235.5    (feet)  VERTCON   
 BL1596  ___________________________________________________________________
 BL1596  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL1596
 BL1596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1596
 BL1596.The horizontal coordinates were scaled from a topographic map and have
 BL1596.an estimated accuracy of +/- 6 seconds.
 BL1596
 BL1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1596.The vertical order pertains to the NGVD 29 superseded value.
 BL1596
 BL1596.The geoid height was determined by GEOID03.
 BL1596
 BL1596;                    North         East    Units  Estimated Accuracy
 BL1596;SPC TXSC     - 4,254,100.      916,920.      MT  (+/- 180 meters Scaled)
 BL1596
 BL1596                          SUPERSEDED SURVEY CONTROL
 BL1596
 BL1596  NGVD 29 (??/??/92)   71.758  (m)          235.43   (f) ADJ UNCH    2 0
 BL1596
 BL1596.Superseded values are not recommended for survey control.
 BL1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1596.See file dsdata.txt to determine how the superseded data were derived.
 BL1596
 BL1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP386313(NAD 83)
 BL1596_MARKER: DR = REFERENCE MARK DISK
 BL1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1596_STAMPING: ROSE HILL NO 1 1952
 BL1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1596+STABILITY: SURFACE MOTION
 BL1596
 BL1596  HISTORY     - Date     Condition        Report By
 BL1596  HISTORY     - 1952     MONUMENTED       CGS
 BL1596  HISTORY     - 1954     GOOD             NGS
 BL1596  HISTORY     - 19931106 GOOD             USPSQD
 BL1596
 BL1596                          STATION DESCRIPTION
 BL1596
 BL1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1596'6.45 MI W FROM TOMBALL.
 BL1596'6.1 MILES WEST ALONG THE WALLER AND TOMBALL ROAD FROM THE POST OFFICE
 BL1596'AT TOMBALL, THENCE 0.35 MILE NORTHWEST ALONG A PRIVATE DIRT ROAD, 0.2
 BL1596'MILE WEST OF A LARGE GROUP OF FARM BUILDINGS, 375 FEET NORTHEAST OF A
 BL1596'SMALL GROUP OF FARM BUILDINGS 87.0 FEET NORTH OF TRIANGULATION STATION
 BL1596'ROSE HILL 1952, 0.5 FOOT EAST OF A NORTH AND SOUTH FENCE, SET IN THE
 BL1596'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL1596
 BL1596                          STATION RECOVERY (1993)
 BL1596
 BL1596'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1597 ***********************************************************************
 BL1597  DESIGNATION -  ROSE HILL RM 2
 BL1597  PID         -  BL1597
 BL1597  STATE/COUNTY-  TX/HARRIS
 BL1597  USGS QUAD   -  ROSE HILL (1980)
 BL1597
 BL1597                         *CURRENT SURVEY CONTROL
 BL1597  ___________________________________________________________________
 BL1597* NAD 83(1986)-  30 05 08.     (N)    095 42 41.     (W)     SCALED    
 BL1597* NAVD 88     -        71.32   (+/-2cm)     234.0    (feet)  VERTCON   
 BL1597  ___________________________________________________________________
 BL1597  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL1597
 BL1597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1597
 BL1597.The horizontal coordinates were scaled from a topographic map and have
 BL1597.an estimated accuracy of +/- 6 seconds.
 BL1597
 BL1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1597.The vertical order pertains to the NGVD 29 superseded value.
 BL1597
 BL1597.The geoid height was determined by GEOID03.
 BL1597
 BL1597;                    North         East    Units  Estimated Accuracy
 BL1597;SPC TXSC     - 4,254,070.      916,980.      MT  (+/- 180 meters Scaled)
 BL1597
 BL1597                          SUPERSEDED SURVEY CONTROL
 BL1597
 BL1597  NGVD 29 (??/??/92)   71.309  (m)          233.95   (f) ADJ UNCH    2 0
 BL1597
 BL1597.Superseded values are not recommended for survey control.
 BL1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1597.See file dsdata.txt to determine how the superseded data were derived.
 BL1597
 BL1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP386313(NAD 83)
 BL1597_MARKER: DR = REFERENCE MARK DISK
 BL1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1597_STAMPING: ROSE HILL NO 2 1952
 BL1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1597+STABILITY: SURFACE MOTION
 BL1597
 BL1597  HISTORY     - Date     Condition        Report By
 BL1597  HISTORY     - 1952     MONUMENTED       CGS
 BL1597  HISTORY     - 19931106 GOOD             USPSQD
 BL1597
 BL1597                          STATION DESCRIPTION
 BL1597
 BL1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL1597'6.45 MI W FROM TOMBALL.
 BL1597'6.1 MILES WEST ALONG THE WALLER AND TOMBALL ROAD FROM THE POST OFFICE
 BL1597'AT TOMBALL, THENCE 0.35 MILE NORTHWEST ALONG A PRIVATE DIRT ROAD, 0.2
 BL1597'MILE WEST OF A LARGE GROUP OF FARM BUILDINGS, 350 FEET EAST OF A SMALL
 BL1597'GROUP OF FARM BUILDINGS, 173 FEET WEST OF 2 LARGE OIL TANKS, 72.0 FEET
 BL1597'EAST OF TRIANGULATION STATION ROSE HILL 1952, 1.5 FEET WEST OF A FENCE
 BL1597'CORNER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 BL1597'ABOVE THE GROUND.
 BL1597
 BL1597                          STATION RECOVERY (1993)
 BL1597
 BL1597'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2242 ***********************************************************************
 BL2242  DESIGNATION -  ROSE HILL SALEM LUTH CH SPIRE
 BL2242  PID         -  BL2242
 BL2242  STATE/COUNTY-  TX/HARRIS
 BL2242  USGS QUAD   -  ROSE HILL (1980)
 BL2242
 BL2242                         *CURRENT SURVEY CONTROL
 BL2242  ___________________________________________________________________
 BL2242* NAD 83(1993)-  30 05 27.93954(N)    095 40 11.38417(W)     ADJUSTED  
 BL2242* NAVD 88     -                                                        
 BL2242  ___________________________________________________________________
 BL2242  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BL2242  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL2242
 BL2242  HORZ ORDER  -  THIRD
 BL2242
 BL2242.The horizontal coordinates were established by classical geodetic methods
 BL2242.and adjusted by the National Geodetic Survey in February 1996..
 BL2242
 BL2242
 BL2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2242
 BL2242.The geoid height was determined by GEOID03.
 BL2242
 BL2242;                    North         East     Units Scale Factor Converg.
 BL2242;SPC TXSC     - 4,254,796.517   920,962.562   MT  0.99995012   +1 37 53.4
 BL2242;SPC TXSC     -13,959,278.24  3,021,524.67   sFT  0.99995012   +1 37 53.4
 BL2242;SPC TX C     - 3,056,473.328 1,149,424.109   MT  1.00000692   +2 24 07.1
 BL2242;SPC TX C     -10,027,779.58  3,771,068.93   sFT  1.00000692   +2 24 07.1
 BL2242;UTM  15      - 3,331,886.522   242,690.040   MT  1.00041692   -1 20 21.6
 BL2242
 BL2242                          SUPERSEDED SURVEY CONTROL
 BL2242
 BL2242  NAD 83(1986)-  30 05 27.95417(N)    095 40 11.36587(W) AD(       ) 4
 BL2242  NAD 27      -  30 05 27.16980(N)    095 40 10.56127(W) AD(       ) 3
 BL2242
 BL2242.Superseded values are not recommended for survey control.
 BL2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2242.See file dsdata.txt to determine how the superseded data were derived.
 BL2242
 BL2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4269031887(NAD 83)
 BL2242_MARKER: 90 = CHURCH SPIRE
 BL2242
 BL2242  HISTORY     - Date     Condition        Report By
 BL2242  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2242  HISTORY     - 20040326 GOOD             USPSQD
 BL2242
 BL2242                          STATION DESCRIPTION
 BL2242
 BL2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2242'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF TOMBALL, 0.8
 BL2242'MILE NORTH OF THE WALLER-TOMBALL ROAD AND 50 FEET EAST OF A
 BL2242'NORTH-SOUTH ROAD.  IT IS A LARGE STONE BUILDING WITH A SPIRE
 BL2242'ON THE WEST END AND HAS AN OVERALL HEIGHT OF 75 FEET.
 BL2242'
 BL2242'THE POINT OBSERVED WAS THE APEX OF SPIRE.
 BL2242'
 BL2242'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 149
 BL2242'AND THE WALLER-TOMBALL ROAD IN THE SOUTHWEST PART OF TOMBALL,
 BL2242'GO WEST ON WALLER-TOMBALL ROAD FOR 2.4 MILES TO A T ROAD RIGHT,
 BL2242'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.8 MILE TO STATION
 BL2242'ON RIGHT AS DESCRIBED.
 BL2242
 BL2242                          STATION RECOVERY (2004)
 BL2242
 BL2242'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0544 ***********************************************************************
 BZ0544  DESIGNATION -  ROSEBUD
 BZ0544  PID         -  BZ0544
 BZ0544  STATE/COUNTY-  TX/FALLS
 BZ0544  USGS QUAD   -  ROSEBUD (1978)
 BZ0544
 BZ0544                         *CURRENT SURVEY CONTROL
 BZ0544  ___________________________________________________________________
 BZ0544* NAD 83(1986)-  31 04 29.     (N)    096 58 34.     (W)     SCALED    
 BZ0544* NAVD 88     -       123.70   (+/-2cm)     405.8    (feet)  VERTCON   
 BZ0544  ___________________________________________________________________
 BZ0544  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BZ0544
 BZ0544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0544
 BZ0544.The horizontal coordinates were scaled from a topographic map and have
 BZ0544.an estimated accuracy of +/- 6 seconds.
 BZ0544
 BZ0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0544.The vertical order pertains to the NGVD 29 superseded value.
 BZ0544
 BZ0544.The geoid height was determined by GEOID03.
 BZ0544
 BZ0544;                    North         East    Units  Estimated Accuracy
 BZ0544;SPC TX C     - 3,160,920.    1,020,290.      MT  (+/- 180 meters Scaled)
 BZ0544
 BZ0544                          SUPERSEDED SURVEY CONTROL
 BZ0544
 BZ0544  NGVD 29 (??/??/92)  123.646  (m)          405.66   (f) ADJ UNCH    2 0
 BZ0544
 BZ0544.Superseded values are not recommended for survey control.
 BZ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0544.See file dsdata.txt to determine how the superseded data were derived.
 BZ0544
 BZ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV930396(NAD 83)
 BZ0544_MARKER: DB = BENCH MARK DISK
 BZ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0544_STAMPING: 405.662 ROSEBUD 1934
 BZ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0544+STABILITY: SURFACE MOTION
 BZ0544
 BZ0544  HISTORY     - Date     Condition        Report By
 BZ0544  HISTORY     - 1934     MONUMENTED       CGS
 BZ0544  HISTORY     - 1934     GOOD             NGS
 BZ0544  HISTORY     - 20010318 GOOD             USPSQD
 BZ0544
 BZ0544                          STATION DESCRIPTION
 BZ0544
 BZ0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BZ0544'IN ROSEBUD.
 BZ0544'AT ROSEBUD, FALLS COUNTY, AT THE CITY HALL, 8 FEET EAST OF THE
 BZ0544'BUILDING, AND ABOUT 2-1/2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 BZ0544'405.662 ROSEBUD 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BZ0544
 BZ0544                          STATION RECOVERY (2001)
 BZ0544
 BZ0544'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1401 ***********************************************************************
 BZ1401  DESIGNATION -  ROSEBUD WATER TANK
 BZ1401  PID         -  BZ1401
 BZ1401  STATE/COUNTY-  TX/FALLS
 BZ1401  USGS QUAD   -  ROSEBUD (1978)
 BZ1401
 BZ1401                         *CURRENT SURVEY CONTROL
 BZ1401  ___________________________________________________________________
 BZ1401* NAD 83(1993)-  31 04 53.31869(N)    096 58 39.57546(W)     ADJUSTED  
 BZ1401* NAVD 88     -                                                        
 BZ1401  ___________________________________________________________________
 BZ1401  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 BZ1401  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BZ1401
 BZ1401  HORZ ORDER  -  THIRD
 BZ1401
 BZ1401.The horizontal coordinates were established by classical geodetic methods
 BZ1401.and adjusted by the National Geodetic Survey in February 1996..
 BZ1401
 BZ1401
 BZ1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1401
 BZ1401.The geoid height was determined by GEOID03.
 BZ1401
 BZ1401;                    North         East     Units Scale Factor Converg.
 BZ1401;SPC TX C     - 3,161,667.671 1,020,122.199   MT  0.99988272   +1 43 42.1
 BZ1401;SPC TX C     -10,372,904.68  3,346,850.91   sFT  0.99988272   +1 43 42.1
 BZ1401;UTM  14      - 3,440,389.882   692,919.347   MT  1.00005910   +1 02 39.7
 BZ1401
 BZ1401                          SUPERSEDED SURVEY CONTROL
 BZ1401
 BZ1401  NAD 83(1986)-  31 04 53.32912(N)    096 58 39.55762(W) AD(       ) 4
 BZ1401  NAD 27      -  31 04 52.66800(N)    096 58 38.59900(W) AD(       ) 3
 BZ1401
 BZ1401.Superseded values are not recommended for survey control.
 BZ1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1401.See file dsdata.txt to determine how the superseded data were derived.
 BZ1401
 BZ1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV9291940390(NAD 83)
 BZ1401_MARKER: 53 = ELEVATED TANK
 BZ1401
 BZ1401  HISTORY     - Date     Condition        Report By
 BZ1401  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1401  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1401  HISTORY     - 20010318 GOOD             USPSQD
 BZ1401
 BZ1401                          STATION DESCRIPTION
 BZ1401
 BZ1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1401'THIS INTERSECTION STATION IS THE WATER SUPPLY TANK OF THE CITY
 BZ1401'OF ROSEBUD.  THE TANK IS LOCATED IN THE NORTHERLY OUTSKIRTS
 BZ1401'OF THE CITY.  IT IS ABOUT 150 FEET HIGH AND THE ENTIRE
 BZ1401'STRUCTURE IS PAINTED ALUMINUM.
 BZ1401
 BZ1401                          STATION RECOVERY (2001)
 BZ1401
 BZ1401'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ1401'MARK NOT FOUND.
 BZ1401
 BZ1401                          STATION RECOVERY (2001)
 BZ1401
 BZ1401'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3618 ***********************************************************************
 DH3618  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3618  DESIGNATION -  ROSENBERG CORS ARP
 DH3618  CORS_ID     -  TXRO
 DH3618  PID         -  DH3618
 DH3618  STATE/COUNTY-  TX/FORT BEND
 DH3618  USGS QUAD   -  RICHMOND (1980)
 DH3618
 DH3618                         *CURRENT SURVEY CONTROL
 DH3618  ___________________________________________________________________
 DH3618* NAD 83(CORS)-  29 31 08.72665(N)    095 48 26.92230(W)     ADJUSTED  
 DH3618* NAVD 88     -                                                        
 DH3618  ___________________________________________________________________
 DH3618  EPOCH DATE  -        2002.00
 DH3618  X           -    -562,060.808 (meters)                     COMP
 DH3618  Y           -  -5,526,211.147 (meters)                     COMP
 DH3618  Z           -   3,124,098.637 (meters)                     COMP
 DH3618  ELLIP HEIGHT-           4.71  (meters)          (06/??/05) GPS OBS
 DH3618  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DH3618
 DH3618  HORZ ORDER  -  SPECIAL (CORS)
 DH3618  ELLP ORDER  -  SPECIAL (CORS)
 DH3618
 DH3618.ITRF positions are available for this station.
 DH3618.The coordinates were established by GPS observations
 DH3618.and adjusted by the National Geodetic Survey in June 2005..
 DH3618.The coordinates are valid at the epoch date displayed above.
 DH3618.The epoch date for horizontal control is a decimal equivalence
 DH3618.of Year/Month/Day.
 DH3618
 DH3618
 DH3618.The PID for the CORS L1 Phase Center is DH3619.
 DH3618
 DH3618.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3618
 DH3618.The ellipsoidal height was determined by GPS observations
 DH3618.and is referenced to NAD 83.
 DH3618
 DH3618.The geoid height was determined by GEOID03.
 DH3618
 DH3618;                    North         East     Units Scale Factor Converg.
 DH3618;SPC TXSC     - 4,191,050.334   909,429.714   MT  0.99986839   +1 33 50.6
 DH3618;SPC TXSC     -13,750,137.64  2,983,687.32   sFT  0.99986839   +1 33 50.6
 DH3618
 DH3618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3618!SPC TXSC     -   0.99999926  x   0.99986839  =   0.99986765
 DH3618
 DH3618                          SUPERSEDED SURVEY CONTROL
 DH3618
 DH3618.No superseded survey control is available for this station.
 DH3618
 DH3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2787368785(NAD 83)
 DH3618_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3618
 DH3618                          STATION DESCRIPTION
 DH3618
 DH3618'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3618'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3618'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3618'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3618'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3618'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3619 ***********************************************************************
 DH3619  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3619  DESIGNATION -  ROSENBERG CORS L1 PHASE CENTER
 DH3619  CORS_ID     -  TXRO
 DH3619  PID         -  DH3619
 DH3619  STATE/COUNTY-  TX/FORT BEND
 DH3619  USGS QUAD   -  RICHMOND (1980)
 DH3619
 DH3619                         *CURRENT SURVEY CONTROL
 DH3619  ___________________________________________________________________
 DH3619* NAD 83(CORS)-  29 31 08.72666(N)    095 48 26.92228(W)     ADJUSTED  
 DH3619* NAVD 88     -                                                        
 DH3619  ___________________________________________________________________
 DH3619  EPOCH DATE  -        2002.00
 DH3619  X           -    -562,060.814 (meters)                     COMP
 DH3619  Y           -  -5,526,211.216 (meters)                     COMP
 DH3619  Z           -   3,124,098.677 (meters)                     COMP
 DH3619  ELLIP HEIGHT-           4.79  (meters)          (06/??/05) GPS OBS
 DH3619  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DH3619
 DH3619  HORZ ORDER  -  SPECIAL (CORS)
 DH3619  ELLP ORDER  -  SPECIAL (CORS)
 DH3619
 DH3619.ITRF positions are available for this station.
 DH3619.The coordinates were established by GPS observations
 DH3619.and adjusted by the National Geodetic Survey in June 2005..
 DH3619.The coordinates are valid at the epoch date displayed above.
 DH3619.The epoch date for horizontal control is a decimal equivalence
 DH3619.of Year/Month/Day.
 DH3619
 DH3619
 DH3619.The PID for the CORS ARP is DH3618.
 DH3619
 DH3619.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3619
 DH3619.The ellipsoidal height was determined by GPS observations
 DH3619.and is referenced to NAD 83.
 DH3619
 DH3619.The geoid height was determined by GEOID03.
 DH3619
 DH3619;                    North         East     Units Scale Factor Converg.
 DH3619;SPC TXSC     - 4,191,050.334   909,429.714   MT  0.99986839   +1 33 50.6
 DH3619;SPC TXSC     -13,750,137.64  2,983,687.32   sFT  0.99986839   +1 33 50.6
 DH3619
 DH3619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3619!SPC TXSC     -   0.99999925  x   0.99986839  =   0.99986764
 DH3619
 DH3619                          SUPERSEDED SURVEY CONTROL
 DH3619
 DH3619.No superseded survey control is available for this station.
 DH3619
 DH3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2787368785(NAD 83)
 DH3619_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3619
 DH3619                          STATION DESCRIPTION
 DH3619
 DH3619'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3619'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3619'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3619'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3619'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3619'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6966 ***********************************************************************
 AW6966  DESIGNATION -  ROSENBERG HOUSTON LT CO TWR
 AW6966  PID         -  AW6966
 AW6966  STATE/COUNTY-  TX/FORT BEND
 AW6966  USGS QUAD   -  RICHMOND (1980)
 AW6966
 AW6966                         *CURRENT SURVEY CONTROL
 AW6966  ___________________________________________________________________
 AW6966* NAD 83(1993)-  29 33 48.23282(N)    095 47 10.65208(W)     ADJUSTED  
 AW6966* NAVD 88     -                                                        
 AW6966  ___________________________________________________________________
 AW6966  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6966  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6966
 AW6966  HORZ ORDER  -  THIRD
 AW6966
 AW6966.The horizontal coordinates were established by classical geodetic methods
 AW6966.and adjusted by the National Geodetic Survey in February 1996..
 AW6966
 AW6966
 AW6966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6966
 AW6966.The geoid height was determined by GEOID03.
 AW6966
 AW6966;                    North         East     Units Scale Factor Converg.
 AW6966;SPC TXSC     - 4,196,015.309   911,347.711   MT  0.99987116   +1 34 28.0
 AW6966;SPC TXSC     -13,766,426.89  2,989,979.95   sFT  0.99987116   +1 34 28.0
 AW6966;UTM  15      - 3,273,648.101   230,045.045   MT  1.00049930   -1 22 32.0
 AW6966
 AW6966                          SUPERSEDED SURVEY CONTROL
 AW6966
 AW6966  NAD 83(1986)-  29 33 48.24658(N)    095 47 10.63508(W) AD(       ) 4
 AW6966  NAD 27      -  29 33 47.38167(N)    095 47 09.82173(W) AD(       ) 3
 AW6966
 AW6966.Superseded values are not recommended for survey control.
 AW6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6966.See file dsdata.txt to determine how the superseded data were derived.
 AW6966
 AW6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3004573648(NAD 83)
 AW6966_MARKER: 43 = RADIO/TV TOWER
 AW6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6966+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW6966
 AW6966  HISTORY     - Date     Condition        Report By
 AW6966  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6966  HISTORY     - 20040329 GOOD             USPSQD
 AW6966
 AW6966                          STATION DESCRIPTION
 AW6966
 AW6966'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6966'THE STATION IS LOCATED AT THE EAST EDGE OF ROSENBERG, 0.05 MILE
 AW6966'NORTH OF U.S. HIGHWAYS 59 AND 90A AND 300 FEET NORTH OF A LARGE
 AW6966'OFFICE BUILDING.  IT IS A SELF SUPPORTING STEEL TOWER WHICH
 AW6966'IS ABOUT 12 FEET WIDE AT THE BASE AND TAPERS TO A POINT AT
 AW6966'THE TOP (4 LEGGED STRUCTURE).  THERE IS A RED BLINKER LIGHT
 AW6966'AT THE APEX OF THE TOWER.  THE OVERALL HEIGHT IS ABOUT 280
 AW6966'FEET.
 AW6966'
 AW6966'THE RED BLINKER LIGHT AT THE APEX OF THE TOWER WAS OBSERVED.
 AW6966
 AW6966                          STATION RECOVERY (2004)
 AW6966
 AW6966'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW6966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6970 ***********************************************************************
 AW6970  DESIGNATION -  ROSENBERG NEW MUNICIPAL TANK
 AW6970  PID         -  AW6970
 AW6970  STATE/COUNTY-  TX/FORT BEND
 AW6970  USGS QUAD   -  RICHMOND (1980)
 AW6970
 AW6970                         *CURRENT SURVEY CONTROL
 AW6970  ___________________________________________________________________
 AW6970* NAD 83(1993)-  29 33 32.94405(N)    095 48 17.88420(W)     ADJUSTED  
 AW6970* NAVD 88     -                                                        
 AW6970  ___________________________________________________________________
 AW6970  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6970  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW6970
 AW6970  HORZ ORDER  -  THIRD
 AW6970
 AW6970.The horizontal coordinates were established by classical geodetic methods
 AW6970.and adjusted by the National Geodetic Survey in February 1996..
 AW6970
 AW6970
 AW6970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6970
 AW6970.The geoid height was determined by GEOID03.
 AW6970
 AW6970;                    North         East     Units Scale Factor Converg.
 AW6970;SPC TXSC     - 4,195,495.225   909,551.707   MT  0.99987087   +1 33 55.0
 AW6970;SPC TXSC     -13,764,720.58  2,984,087.56   sFT  0.99987087   +1 33 55.0
 AW6970;UTM  15      - 3,273,220.865   228,223.501   MT  1.00051148   -1 23 04.6
 AW6970
 AW6970                          SUPERSEDED SURVEY CONTROL
 AW6970
 AW6970  NAD 83(1986)-  29 33 32.95798(N)    095 48 17.86719(W) AD(       ) 4
 AW6970  NAD 27      -  29 33 32.09855(N)    095 48 17.04080(W) AD(       ) 3
 AW6970
 AW6970.Superseded values are not recommended for survey control.
 AW6970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6970.See file dsdata.txt to determine how the superseded data were derived.
 AW6970
 AW6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2822473221(NAD 83)
 AW6970_MARKER: 53 = ELEVATED TANK
 AW6970
 AW6970  HISTORY     - Date     Condition        Report By
 AW6970  HISTORY     - 1935     FIRST OBSERVED   CGS
 AW6970  HISTORY     - 1942     GOOD             CGS
 AW6970  HISTORY     - 1952     GOOD             CGS
 AW6970  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW6970
 AW6970                          STATION DESCRIPTION
 AW6970
 AW6970'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW6970'THIS INTERSECTION STATION IS THE CENTER OF THE NEW MUNICIPAL
 AW6970'WATER TANK IN ROSENBERG.  IT IS A LARGE, SQUAT, STEEL TANK WITH
 AW6970'ROUND BOTTOM AND CONICAL TOP AND HAS A BALL AT THE CENTER
 AW6970'OF THE TOP.  IT IS SUPPORTED BY 6 LEGS AND HAS A LARGE STEEL
 AW6970'HOUSING AROUND THE FEEDPIPE.  THE ENTIRE STRUCTURE IS PAINTED
 AW6970'SILVER.  THE TANK IS ABOUT 135 FEET HIGH AND IS VERY PROMINENT.
 AW6970'IT WAS ERECTED IN MARCH 1935.
 AW6970'
 AW6970'THE TANK IS NEAR THE CENTER OF THE TOWN OF ROSENBERG, ABOUT
 AW6970'75 FEET S OF AVENUE G, AND ABOUT 125 FEET W OF 9TH STREET.
 AW6970'AVENUE G IS 1 BLOCK N OF U.S. HIGHWAY 90.  NINTH STREET IS 2
 AW6970'BLOCKS E OF THE MAIN N-AND-S STREET OF TOWN.
 AW6970'
 AW6970'THE OLD MUNICIPAL TANK WHICH IS ABOUT 1/4 MILE NW IS A TALL
 AW6970'STEEL TANK PAINTED SILVER.  BOTH TANKS ARE THE SAME HEIGHT.
 AW6970'
 AW6970'THE TANK WAS UNDER CONSTRUCTION AT THE TIME OBSERVATIONS
 AW6970'ON IT WERE MADE.  OBSERVATIONS WERE MADE ON THE CENTER OF
 AW6970'THE BASE OF THE BOWL.
 AW6970
 AW6970                          STATION RECOVERY (1942)
 AW6970
 AW6970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6970'THIS INTERSECTION STATION IS IN THE E PART OF THE BUSINESS
 AW6970'DISTRICT OF ROSENBERG AND IN THE SW ANGLE OF THE INTERSECTION
 AW6970'OF 9TH STREET AND G AVENUE.  THE TANK AND 6-LEG TRUSSWORK
 AW6970'SUPPORTING TOWER ARE OF STEEL CONSTRUCTION, PAINTED ALUMINUM.
 AW6970'THE TANK HAS THE SIGN WELCOME TO ROSENBERG IN LARGE BLACK
 AW6970'LETTERS ON THE E-AND-W SIDES.  IT IS ABOUT 135 FEET HIGH
 AW6970'AND WAS BUILT IN 1935.  THE POINT LOCATED WAS A STEEL BALL AT
 AW6970'THE APEX OF THE CONICAL ROOF OF THE TANK.
 AW6970
 AW6970                          STATION RECOVERY (1952)
 AW6970
 AW6970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6970'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF ROSENBERG
 AW6970'ABOUT 200 FEET SOUTHEAST OF THE POST OFFICE.  IT IS A 6
 AW6970'LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE TANK
 AW6970'HAS A CONICAL SHAPED ROOF WITH A BALL AND A RED LIGHT AT
 AW6970'THE APEX.  THE OVERALL HEIGHT IS ABOUT 135 FEET.
 AW6970'
 AW6970'THE BALL AND THE LIGHT AT THE APEX OF THE TANK ROOF WAS
 AW6970'OBSERVED.
 AW6970'
 AW6970'PROBABLY THE SAME STATION AS ROSENBERG, NEW MUNICIPAL WATER
 AW6970'TANK, 1935.
 AW6970
 AW6970                          STATION RECOVERY (1999)
 AW6970
 AW6970'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6968 ***********************************************************************
 AW6968  DESIGNATION -  ROSENBERG RADIO STA KFRD MAST
 AW6968  PID         -  AW6968
 AW6968  STATE/COUNTY-  TX/FORT BEND
 AW6968  USGS QUAD   -  RICHMOND (1980)
 AW6968
 AW6968                         *CURRENT SURVEY CONTROL
 AW6968  ___________________________________________________________________
 AW6968* NAD 83(1993)-  29 33 11.38714(N)    095 47 01.73087(W)     ADJUSTED  
 AW6968* NAVD 88     -                                                        
 AW6968  ___________________________________________________________________
 AW6968  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6968  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW6968
 AW6968  HORZ ORDER  -  THIRD
 AW6968
 AW6968.The horizontal coordinates were established by classical geodetic methods
 AW6968.and adjusted by the National Geodetic Survey in February 1996..
 AW6968
 AW6968
 AW6968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6968
 AW6968.The geoid height was determined by GEOID03.
 AW6968
 AW6968;                    North         East     Units Scale Factor Converg.
 AW6968;SPC TXSC     - 4,194,887.995   911,618.923   MT  0.99987047   +1 34 32.3
 AW6968;SPC TXSC     -13,762,728.36  2,990,869.75   sFT  0.99987047   +1 34 32.3
 AW6968;UTM  15      - 3,272,507.609   230,258.021   MT  1.00049788   -1 22 26.0
 AW6968
 AW6968                          SUPERSEDED SURVEY CONTROL
 AW6968
 AW6968  NAD 83(1986)-  29 33 11.40074(N)    095 47 01.71385(W) AD(       ) 4
 AW6968  NAD 27      -  29 33 10.54222(N)    095 47 00.88932(W) AD(       ) 3
 AW6968
 AW6968.Superseded values are not recommended for survey control.
 AW6968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6968.See file dsdata.txt to determine how the superseded data were derived.
 AW6968
 AW6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3025872508(NAD 83)
 AW6968_MARKER: 42 = RADIO/TV MAST
 AW6968
 AW6968  HISTORY     - Date     Condition        Report By
 AW6968  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6968
 AW6968                          STATION DESCRIPTION
 AW6968
 AW6968'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6968'THE STATION IS LOCATED AT THE EXTREME SOUTHEAST EDGE OF
 AW6968'ROSENBERG.  IT IS A TRUSSWORK STEEL STRUCTURE SUPPORTED BY
 AW6968'GUY CABLES AND HAS A RED BLINKER LIGHT AT ITS TOP.  THE OVERALL
 AW6968'HEIGHT IS 235 FEET.
 AW6968'
 AW6968'THE RED BLINKER LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6967 ***********************************************************************
 AW6967  DESIGNATION -  ROSENBERG SOUTH MUNICIPAL TANK
 AW6967  PID         -  AW6967
 AW6967  STATE/COUNTY-  TX/FORT BEND
 AW6967  USGS QUAD   -  RICHMOND (1980)
 AW6967
 AW6967                         *CURRENT SURVEY CONTROL
 AW6967  ___________________________________________________________________
 AW6967* NAD 83(1993)-  29 33 14.54748(N)    095 47 48.68075(W)     ADJUSTED  
 AW6967* NAVD 88     -                                                        
 AW6967  ___________________________________________________________________
 AW6967  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6967  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6967
 AW6967  HORZ ORDER  -  THIRD
 AW6967
 AW6967.The horizontal coordinates were established by classical geodetic methods
 AW6967.and adjusted by the National Geodetic Survey in February 1996..
 AW6967
 AW6967
 AW6967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6967
 AW6967.The geoid height was determined by GEOID03.
 AW6967
 AW6967;                    North         East     Units Scale Factor Converg.
 AW6967;SPC TXSC     - 4,194,950.574   910,352.961   MT  0.99987053   +1 34 09.3
 AW6967;SPC TXSC     -13,762,933.67  2,986,716.34   sFT  0.99987053   +1 34 09.3
 AW6967;UTM  15      - 3,272,635.329   228,996.159   MT  1.00050630   -1 22 49.4
 AW6967
 AW6967                          SUPERSEDED SURVEY CONTROL
 AW6967
 AW6967  NAD 83(1986)-  29 33 14.56129(N)    095 47 48.66365(W) AD(       ) 4
 AW6967  NAD 27      -  29 33 13.70325(N)    095 47 47.83799(W) AD(       ) 3
 AW6967
 AW6967.Superseded values are not recommended for survey control.
 AW6967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6967.See file dsdata.txt to determine how the superseded data were derived.
 AW6967
 AW6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2899672635(NAD 83)
 AW6967_MARKER: 51 = TANK
 AW6967
 AW6967  HISTORY     - Date     Condition        Report By
 AW6967  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6967  HISTORY     - 19991120 GOOD             USPSQD
 AW6967
 AW6967                          STATION DESCRIPTION
 AW6967
 AW6967'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6967'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF ROSENBERG
 AW6967'AND IN THE CENTER OF A FENCED INCLOSER WHICH IS ABOUT 200
 AW6967'FEET SQUARE.  IT IS A 6 LEGGED STEEL STRUCTURE SUPPORTING
 AW6967'THE TANK PROPER.  THE TANK HAS A CONICAL SHAPED ROOF WITH
 AW6967'A BALL AND A RED LIGHT AT THE APEX.  THE OVERALL HEIGHT IS
 AW6967'ABOUT 135 FEET.
 AW6967'
 AW6967'THE BALL AND THE LIGHT AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 AW6967
 AW6967                          STATION RECOVERY (1999)
 AW6967
 AW6967'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6877 ***********************************************************************
 AW6877  DESIGNATION -  ROSENBERG TRANSCON PLINE MAST
 AW6877  PID         -  AW6877
 AW6877  STATE/COUNTY-  TX/FORT BEND
 AW6877  USGS QUAD   -  NEEDVILLE (1980)
 AW6877
 AW6877                         *CURRENT SURVEY CONTROL
 AW6877  ___________________________________________________________________
 AW6877* NAD 83(1993)-  29 29 43.12427(N)    095 49 51.18206(W)     ADJUSTED  
 AW6877* NAVD 88     -                                                        
 AW6877  ___________________________________________________________________
 AW6877  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6877  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW6877
 AW6877  HORZ ORDER  -  THIRD
 AW6877
 AW6877.The horizontal coordinates were established by classical geodetic methods
 AW6877.and adjusted by the National Geodetic Survey in February 1996..
 AW6877
 AW6877
 AW6877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6877
 AW6877.The geoid height was determined by GEOID03.
 AW6877
 AW6877;                    North         East     Units Scale Factor Converg.
 AW6877;SPC TXSC     - 4,188,354.249   907,233.137   MT  0.99986715   +1 33 09.3
 AW6877;SPC TXSC     -13,741,292.23  2,976,480.72   sFT  0.99986715   +1 33 09.3
 AW6877;UTM  15      - 3,266,204.038   225,538.924   MT  1.00052959   -1 23 40.8
 AW6877
 AW6877                          SUPERSEDED SURVEY CONTROL
 AW6877
 AW6877  NAD 83(1986)-  29 29 43.13784(N)    095 49 51.16517(W) AD(       ) 4
 AW6877  NAD 27      -  29 29 42.26913(N)    095 49 50.33934(W) AD(       ) 3
 AW6877
 AW6877.Superseded values are not recommended for survey control.
 AW6877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6877.See file dsdata.txt to determine how the superseded data were derived.
 AW6877
 AW6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2553966204(NAD 83)
 AW6877_MARKER: 42 = RADIO/TV MAST
 AW6877
 AW6877  HISTORY     - Date     Condition        Report By
 AW6877  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6877  HISTORY     - 19950108 GOOD             USPSQD
 AW6877
 AW6877                          STATION DESCRIPTION
 AW6877
 AW6877'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6877'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF ROSENBERG,
 AW6877'200 FEET EAST OF A FARMHOUSE AND 200 FEET SOUTH OF THE CENTER
 AW6877'OF A GRAVELED ROAD.  IT IS A TRUSSWORK STEEL STRUCTURE SUPPORTED
 AW6877'BY GUY CABLES AND IT HAS TWO LARGE METAL DISK AND A RED
 AW6877'BLINKER LIGHT AT ITS TOP.  THE OVERALL HEIGHT IS 290 FEET.
 AW6877'
 AW6877'TO REACH THE STATION FROM THE JUNCTIN OF U.S. HIGHWAY 59
 AW6877'AND STATE HIGHWAY 36 IN ROSENBERG, GO SOUTH ON STATE HIGHWAY
 AW6877'36 FOR 2.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 AW6877'GO WEST ON A GRAVELED ROAD FOR 2.1 MILE TO THE STATION ON
 AW6877'THE LEFT AS DESCRIBED.
 AW6877'
 AW6877'THE RED BLINKER LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
 AW6877
 AW6877                          STATION RECOVERY (1995)
 AW6877
 AW6877'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6972 ***********************************************************************
 AW6972  DESIGNATION -  ROSENBERG TRKLINE GAS CO MAST
 AW6972  PID         -  AW6972
 AW6972  STATE/COUNTY-  TX/FORT BEND
 AW6972  USGS QUAD   -  RICHMOND (1980)
 AW6972
 AW6972                         *CURRENT SURVEY CONTROL
 AW6972  ___________________________________________________________________
 AW6972* NAD 83(1993)-  29 31 04.95342(N)    095 48 26.89759(W)     ADJUSTED  
 AW6972* NAVD 88     -                                                        
 AW6972  ___________________________________________________________________
 AW6972  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6972  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6972
 AW6972  HORZ ORDER  -  THIRD
 AW6972
 AW6972.The horizontal coordinates were established by classical geodetic methods
 AW6972.and adjusted by the National Geodetic Survey in February 1996..
 AW6972
 AW6972
 AW6972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6972
 AW6972.The geoid height was determined by GEOID03.
 AW6972
 AW6972;                    North         East     Units Scale Factor Converg.
 AW6972;SPC TXSC     - 4,190,934.232   909,433.549   MT  0.99986833   +1 33 50.6
 AW6972;SPC TXSC     -13,749,756.73  2,983,699.90   sFT  0.99986833   +1 33 50.6
 AW6972;UTM  15      - 3,268,669.065   227,870.623   MT  1.00051385   -1 23 02.7
 AW6972
 AW6972                          SUPERSEDED SURVEY CONTROL
 AW6972
 AW6972  NAD 83(1986)-  29 31 04.96714(N)    095 48 26.88055(W) AD(       ) 4
 AW6972  NAD 27      -  29 31 04.10114(N)    095 48 26.05529(W) AD(       ) 3
 AW6972
 AW6972.Superseded values are not recommended for survey control.
 AW6972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6972.See file dsdata.txt to determine how the superseded data were derived.
 AW6972
 AW6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2787168669(NAD 83)
 AW6972_MARKER: 42 = RADIO/TV MAST
 AW6972
 AW6972  HISTORY     - Date     Condition        Report By
 AW6972  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6972  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW6972
 AW6972                          STATION DESCRIPTION
 AW6972
 AW6972'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6972'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF ROSENBERG
 AW6972'AND 120 FEET EAST OF THE CENTER OF STATE HIGHWAY 36.  IT IS
 AW6972'A TRUSSWORK STEEL STRUCTURE SUPPORTED BY GUY CABLES AND HAS
 AW6972'A RED BLINKER LIGHT AND A SMALL ANTENNA AT ITS TOP.  THE
 AW6972'OVERALL HEIGHT IS ABOUT 155 FEET.
 AW6972'
 AW6972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AW6972'AND STATE HIGHWAY 36 IN ROSENBERG, GO SOUTH ON STATE HIGHWAY
 AW6972'36 FOR 2.8 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW6972'
 AW6972'THE RED BLINKER LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
 AW6972
 AW6972                          STATION RECOVERY (1999)
 AW6972
 AW6972'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0356 ***********************************************************************
 AY0356  DESIGNATION -  ROSILLO 2
 AY0356  PID         -  AY0356
 AY0356  STATE/COUNTY-  TX/BEXAR
 AY0356  USGS QUAD   -  MARTINEZ (1992)
 AY0356
 AY0356                         *CURRENT SURVEY CONTROL
 AY0356  ___________________________________________________________________
 AY0356* NAD 83(1993)-  29 23 46.09570(N)    098 22 11.77486(W)     ADJUSTED  
 AY0356* NAVD 88     -       203.66   (+/-2cm)     668.2    (feet)  VERTCON   
 AY0356  ___________________________________________________________________
 AY0356  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AY0356  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0356
 AY0356  HORZ ORDER  -  SECOND
 AY0356  VERT ORDER  -  THIRD (See Below)
 AY0356
 AY0356.The horizontal coordinates were established by classical geodetic methods
 AY0356.and adjusted by the National Geodetic Survey in February 1996..
 AY0356.No horizontal observational check was made to the station.
 AY0356
 AY0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0356.The vertical order pertains to the NGVD 29 superseded value.
 AY0356
 AY0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0356
 AY0356.The geoid height was determined by GEOID03.
 AY0356
 AY0356;                    North         East     Units Scale Factor Converg.
 AY0356;SPC TXSC     - 4,173,364.694   661,148.440   MT  0.99986381   +0 18 31.2
 AY0356;SPC TXSC     -13,692,114.00  2,169,117.84   sFT  0.99986381   +0 18 31.2
 AY0356;UTM  14      - 3,252,040.568   561,133.245   MT  0.99964611   +0 18 33.4
 AY0356
 AY0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0356!SPC TXSC     -   0.99997205  x   0.99986381  =   0.99983587
 AY0356!UTM  14      -   0.99997205  x   0.99964611  =   0.99961817
 AY0356
 AY0356|---------------------------------------------------------------------|
 AY0356| PID    Reference Object                     Distance      Geod. Az  |
 AY0356|                                                           dddmmss.s |
 AY0356| AY0358 ROSILLO 2 RM 4                        9.188 METERS 01935     |
 AY0356| AY1841 ROSILLO 2 AZ MK                     APPROX. 0.9 KM 0832625.1 |
 AY0356| AY1840 SAN ANTONIO KMAC HIGH MST OF 4      APPROX. 2.0 KM 1070829.1 |
 AY0356| AY0357 ROSILLO 2 RM 3                       17.510 METERS 12219     |
 AY0356| AY0355 ROSILLO                               7.360 METERS 20717     |
 AY0356| AY1842 ROSILLO 2 A POINT                    72.912 METERS 21413     |
 AY0356| AY1869 SAN ANTONIO TRANSIT TWR TV MST      APPROX.12.2 KM 2840817.4 |
 AY0356|---------------------------------------------------------------------|
 AY0356
 AY0356                          SUPERSEDED SURVEY CONTROL
 AY0356
 AY0356  NAD 83(1986)-  29 23 46.10081(N)    098 22 11.75682(W) AD(       ) 2
 AY0356  NAD 27      -  29 23 45.25648(N)    098 22 10.70691(W) AD(       ) 2
 AY0356  NGVD 29 (01/29/03)  203.56   (m)          667.8    (f) RESET       3  
 AY0356
 AY0356.Superseded values are not recommended for survey control.
 AY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0356.See file dsdata.txt to determine how the superseded data were derived.
 AY0356
 AY0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6113352041(NAD 83)
 AY0356_MARKER: DS = TRIANGULATION STATION DISK
 AY0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0356_STAMPING: ROSILLO 2 1970
 AY0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0356+STABILITY: SURFACE MOTION
 AY0356
 AY0356  HISTORY     - Date     Condition        Report By
 AY0356  HISTORY     - 1970     MONUMENTED       NGS
 AY0356  HISTORY     - 1970     GOOD             NGS
 AY0356  HISTORY     - 1977     GOOD             NGS
 AY0356  HISTORY     - 1988     GOOD             USPSQD
 AY0356  HISTORY     - 19991020 GOOD             USPSQD
 AY0356
 AY0356                          STATION DESCRIPTION
 AY0356
 AY0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AY0356'THE STATION IS ABOUT 7-1/2 MILES EAST-SOUTHEAST OF DOWNTOWN
 AY0356'SAN ANTONIO, 5 MILES NORTHEAST OF BROOKS AIR FORCE BASE, 1
 AY0356'MILE WEST OF THE COMMUNITY OF CHINA GROVE, AND ALONG THE
 AY0356'RIGHT-OF-WAY OF U.S. HIGHWAY 87.
 AY0356'
 AY0356'TO REACH STATION FROM THE JUNCTION OF INTERSTATE 410 AND U.S.
 AY0356'HIGHWAY 87 IN THE SOUTHEAST PART OF SAN ANTONIO, GO EAST ON
 AY0356'U.S. HIGHWAY 87 FOR 1.15 MILES TO STATION ON THE LEFT.  CONTINUE
 AY0356'EAST ON HIGHWAY 0.6 MILE TO FOSTER ROAD.  TURN LEFT,
 AY0356'NORTH, GO 0.25 MILE TO AZIMUTH MARK ON THE LEFT.
 AY0356'
 AY0356'STATION MARKS ARE STANDARD DISKS, STAMPED ROSILLO 2 1970.
 AY0356'THE SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 AY0356'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 122 FEET NORTH OF THE
 AY0356'HIGHWAY CENTER LINE, 7 FEET NORTH OF A WATER LINE, 2.5 FEET
 AY0356'EAST OF A NORTH-SOUTH FENCE, 1 FOOT NORTHEAST OF A METAL
 AY0356'WITNESS POST, AND AT HIGHWAY STATION 62 + 84.
 AY0356'
 AY0356'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED ROSILLO 2
 AY0356'NO 3 1970, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 AY0356'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 119 FEET NORTH OF
 AY0356'HIGHWAY CENTER LINE, 5 FEET NORTH OF A WATER LINE, 1 FOOT
 AY0356'NORTHWEST OF A METAL WITNESS POST, 70 FEET NORTHWEST OF A
 AY0356'WATER VALVE, AND AT HIGHWAY STATION 63 + 41.
 AY0356'
 AY0356'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED ROSILLO 2
 AY0356'NO 4 1970, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH
 AY0356'GROUND.  IT IS 150 FEET NORTH OF HIGHWAY CENTER LINE, 1 FOOT
 AY0356'SOUTHWEST OF A FENCE AND METAL WITNESS POST, AND AT HIGHWAY
 AY0356'STATION 62 + 81.
 AY0356'
 AY0356'AZIMUTH MARK, A STANDARD DISK, STAMPED ROSILLO 2 1970, IS
 AY0356'SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2 INCHES
 AY0356'ABOVE GROUND.  IT IS 41 FEET WEST OF FOSTER ROAD CENTER LINE,
 AY0356'42 FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY,
 AY0356'61 FEET SOUTH OF A FIRE HYDRANT, 1 FOOT SOUTH OF A METAL
 AY0356'WITNESS POST, AND 6 INCHES EAST OF THE RIGHT-OF-WAY FENCE.
 AY0356'
 AY0356'NOTE--ELEVATIONS WERE ESTABLISHED ON THE STATION MARK, REFERENCE
 AY0356'MARK NO. 3 AND REFERENCE MARK NO. 4.
 AY0356
 AY0356                          STATION RECOVERY (1970)
 AY0356
 AY0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AY0356'1.15 MI E FROM SAN ANTONIO.
 AY0356'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH
 AY0356'INTERSTATE 410 IN THE SOUTHEAST PART OF SAN ANTONIO TO SITE OF BENCH
 AY0356'MARK, 122 FEET NORTH OF THE HIGHWAY CENTERLINE, 7 FEET NORTH OF A
 AY0356'WATER LINE, 2.5 FEET EAST OF A NORTH-SOUTH FENCE, 1 FOOT NORTHEAST OF
 AY0356'A METAL WITNESS POST AND AT HIGHWAY STATION 62 + 84.  A TRIANGULATION
 AY0356'STATION DISK, STAMPED ROSILLO 2 1970, IS SET IN A 10 X 10 IN. CONCRETE
 AY0356'POST 2 INCHES ABOVE THE SURFACE OF GROUND.
 AY0356
 AY0356                          STATION RECOVERY (1977)
 AY0356
 AY0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AY0356'THE STATION WAS RECOVERED AS DESCRIBED IN 1970 AND ALL MARKS WERE
 AY0356'FOUND IN GOOD CONDITION.
 AY0356'
 AY0356'THE 1970 DESCRIPTION AND THE TO REACH IS ADEQUATE.
 AY0356'
 AY0356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SAN ANTONIO
 AY0356'7-MILES ESE.
 AY0356
 AY0356                          STATION RECOVERY (1988)
 AY0356
 AY0356'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0356'RECOVERED IN GOOD CONDITION.
 AY0356
 AY0356                          STATION RECOVERY (1999)
 AY0356
 AY0356'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1841 ***********************************************************************
 AY1841  DESIGNATION -  ROSILLO 2 AZ MK
 AY1841  PID         -  AY1841
 AY1841  STATE/COUNTY-  TX/BEXAR
 AY1841  USGS QUAD   -  MARTINEZ (1992)
 AY1841
 AY1841                         *CURRENT SURVEY CONTROL
 AY1841  ___________________________________________________________________
 AY1841* NAD 83(1993)-  29 23 49.35538(N)    098 21 39.39295(W)     ADJUSTED  
 AY1841* NAVD 88     -       204.8    (meters)     672.     (feet)  VERTCON   
 AY1841  ___________________________________________________________________
 AY1841  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AY1841  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY1841
 AY1841  HORZ ORDER  -  THIRD
 AY1841
 AY1841.The horizontal coordinates were established by classical geodetic methods
 AY1841.and adjusted by the National Geodetic Survey in February 1996..
 AY1841.No horizontal observational check was made to the station.
 AY1841
 AY1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1841
 AY1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1841
 AY1841.The geoid height was determined by GEOID03.
 AY1841
 AY1841;                    North         East     Units Scale Factor Converg.
 AY1841;SPC TXSC     - 4,173,469.779   662,020.857   MT  0.99986383   +0 18 47.1
 AY1841;SPC TXSC     -13,692,458.77  2,171,980.10   sFT  0.99986383   +0 18 47.1
 AY1841;UTM  14      - 3,252,145.640   562,005.472   MT  0.99964744   +0 18 49.3
 AY1841
 AY1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1841!SPC TXSC     -   0.99997188  x   0.99986383  =   0.99983571
 AY1841!UTM  14      -   0.99997188  x   0.99964744  =   0.99961933
 AY1841
 AY1841:                Primary Azimuth Mark                     Grid Az
 AY1841:SPC TXSC     -  ROSILLO 2 A POINT                        259 43 14.3
 AY1841:UTM  14      -  ROSILLO 2 A POINT                        259 43 12.1
 AY1841
 AY1841|---------------------------------------------------------------------|
 AY1841| PID    Reference Object                     Distance      Geod. Az  |
 AY1841|                                                           dddmmss.s |
 AY1841| AY1842 ROSILLO 2 A POINT                   APPROX. 0.9 KM 2600201.4 |
 AY1841|---------------------------------------------------------------------|
 AY1841
 AY1841                          SUPERSEDED SURVEY CONTROL
 AY1841
 AY1841  NAD 83(1986)-  29 23 49.36051(N)    098 21 39.37492(W) AD(       ) 3
 AY1841  NAD 27      -  29 23 48.51624(N)    098 21 38.32581(W) AD(       ) 3
 AY1841  NGVD 29 (07/19/86)  204.7    (m)          672.     (f) VERT ANG       
 AY1841
 AY1841.Superseded values are not recommended for survey control.
 AY1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1841.See file dsdata.txt to determine how the superseded data were derived.
 AY1841
 AY1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6200552146(NAD 83)
 AY1841_MARKER: DZ = AZIMUTH MARK DISK
 AY1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1841+STABILITY: SURFACE MOTION
 AY1841
 AY1841  HISTORY     - Date     Condition        Report By
 AY1841  HISTORY     - 1970     MONUMENTED       NGS
 AY1841  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY1841
 AY1841                          STATION DESCRIPTION
 AY1841
 AY1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AY1841'THE STATION IS ABOUT 7-1/2 MILES EAST-SOUTHEAST OF DOWNTOWN SAN
 AY1841'ANTONIO, 5 MILES NORTHEAST OF BROOKS AIR FORCE BASE, 1 MILE WEST OF
 AY1841'THE COMMUNITY OF CHINA GROVE.
 AY1841'
 AY1841'TO REACH STATION FROM THE JUNCTION OF INTERSTATE 410 AND U.S.
 AY1841'HIGHWAY 87 IN THE SOUTHEAST PART OF SAN ANTONIO, GO EAST ON U.S.
 AY1841'HIGHWAY 87 FOR 1.15 MILES TO STATION ON THE LEFT.  CONTINUE EAST
 AY1841'ON HIGHWAY 0.6 MILE TO FOSTER ROAD.  TURN LEFT, NORTH, GO 0.25
 AY1841'MILE TO AZIMUTH MARK ON THE LEFT.
 AY1841'
 AY1841'AZIMUTH MARK, A STANDARD DISK, STAMPED ROSILLO 2 1970, IS SET IN A
 AY1841'10 INCH X 10 INCH CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 AY1841'GROUND.  IT IS 41 FEET WEST OF FOSTER ROAD CENTER LINE, 42 FEET
 AY1841'SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, 61 FEET
 AY1841'SOUTH OF A FIRE HYDRANT, 1 FOOT SOUTH OF A METAL WITNESS POST, AND 6
 AY1841'INCHES EAST OF THE RIGHT-OF-WAY FENCE.
 AY1841
 AY1841                          STATION RECOVERY (1999)
 AY1841
 AY1841'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0357 ***********************************************************************
 AY0357  DESIGNATION -  ROSILLO 2 RM 3
 AY0357  PID         -  AY0357
 AY0357  STATE/COUNTY-  TX/BEXAR
 AY0357  USGS QUAD   -  MARTINEZ (1992)
 AY0357
 AY0357                         *CURRENT SURVEY CONTROL
 AY0357  ___________________________________________________________________
 AY0357* NAD 83(1986)-  29 23 46.     (N)    098 22 11.     (W)     SCALED    
 AY0357* NAVD 88     -       203.66   (+/-2cm)     668.2    (feet)  VERTCON   
 AY0357  ___________________________________________________________________
 AY0357  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0357
 AY0357  VERT ORDER  -  THIRD (See Below)
 AY0357
 AY0357.The horizontal coordinates were scaled from a topographic map and have
 AY0357.an estimated accuracy of +/- 6 seconds.
 AY0357
 AY0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0357.The vertical order pertains to the NGVD 29 superseded value.
 AY0357
 AY0357.The geoid height was determined by GEOID03.
 AY0357
 AY0357;                    North         East    Units  Estimated Accuracy
 AY0357;SPC TXSC     - 4,173,360.      661,170.      MT  (+/- 180 meters Scaled)
 AY0357
 AY0357                          SUPERSEDED SURVEY CONTROL
 AY0357
 AY0357  NGVD 29 (01/29/03)  203.56   (m)          667.8    (f) RESET       3  
 AY0357
 AY0357.Superseded values are not recommended for survey control.
 AY0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0357.See file dsdata.txt to determine how the superseded data were derived.
 AY0357
 AY0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT611520(NAD 83)
 AY0357_MARKER: DR = REFERENCE MARK DISK
 AY0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0357_STAMPING: ROSILLO 2 NO 3 1970
 AY0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0357+STABILITY: SURFACE MOTION
 AY0357
 AY0357  HISTORY     - Date     Condition        Report By
 AY0357  HISTORY     - 1970     MONUMENTED       NGS
 AY0357  HISTORY     - 1988     GOOD             USPSQD
 AY0357  HISTORY     - 19991020 GOOD             USPSQD
 AY0357
 AY0357                          STATION DESCRIPTION
 AY0357
 AY0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0357'1.15 MI E FROM SAN ANTONIO.
 AY0357'ABOUT 1.15 MILES EAST ALONG U. S. HIGHWAY 87 FROM ITS JUNCTION WITH
 AY0357'INTERSTATE 410 IN THE SOUTHEAST PART OF SAN ANTONIO TO SITE OF BENCH
 AY0357'MARK, 119 FEET NORTH OF THE HIGHWAY CENTERLINE, 70 FEET NORTHWEST OF A
 AY0357'WATER LINE VALVE, 7 FEET NORTH OF THE WATER LINE, 57.44 FEET SOUTHEAST
 AY0357'OF TRIANGULATION STATION ROSILLO 2, 1 FOOT NORTHWEST OF A METAL
 AY0357'WITNESS POST, AND AT HIGHWAY STATION 63 + 41.  A TRIANGULATION
 AY0357'REFERENCE MARK DISK, STAMPED ROSILLO 2 NO 3 1970, IS SET IN A 10 X 10
 AY0357'IN. CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE SURFACE OF GROUND.
 AY0357
 AY0357                          STATION RECOVERY (1988)
 AY0357
 AY0357'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0357'RECOVERED IN GOOD CONDITION.
 AY0357
 AY0357                          STATION RECOVERY (1999)
 AY0357
 AY0357'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0358 ***********************************************************************
 AY0358  DESIGNATION -  ROSILLO 2 RM 4
 AY0358  PID         -  AY0358
 AY0358  STATE/COUNTY-  TX/BEXAR
 AY0358  USGS QUAD   -  MARTINEZ (1992)
 AY0358
 AY0358                         *CURRENT SURVEY CONTROL
 AY0358  ___________________________________________________________________
 AY0358* NAD 83(1986)-  29 23 46.     (N)    098 22 11.     (W)     SCALED    
 AY0358* NAVD 88     -       203.69   (+/-2cm)     668.3    (feet)  VERTCON   
 AY0358  ___________________________________________________________________
 AY0358  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0358
 AY0358  VERT ORDER  -  THIRD (See Below)
 AY0358
 AY0358.The horizontal coordinates were scaled from a topographic map and have
 AY0358.an estimated accuracy of +/- 6 seconds.
 AY0358
 AY0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0358.The vertical order pertains to the NGVD 29 superseded value.
 AY0358
 AY0358.The geoid height was determined by GEOID03.
 AY0358
 AY0358;                    North         East    Units  Estimated Accuracy
 AY0358;SPC TXSC     - 4,173,360.      661,170.      MT  (+/- 180 meters Scaled)
 AY0358
 AY0358                          SUPERSEDED SURVEY CONTROL
 AY0358
 AY0358  NGVD 29 (01/29/03)  203.59   (m)          667.9    (f) RESET       3  
 AY0358
 AY0358.Superseded values are not recommended for survey control.
 AY0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0358.See file dsdata.txt to determine how the superseded data were derived.
 AY0358
 AY0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT611520(NAD 83)
 AY0358_MARKER: DR = REFERENCE MARK DISK
 AY0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0358_STAMPING: ROSILLO 2 NO 4 1970
 AY0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0358+STABILITY: SURFACE MOTION
 AY0358
 AY0358  HISTORY     - Date     Condition        Report By
 AY0358  HISTORY     - 1970     MONUMENTED       NGS
 AY0358  HISTORY     - 1988     GOOD             USPSQD
 AY0358  HISTORY     - 19991020 GOOD             USPSQD
 AY0358
 AY0358                          STATION DESCRIPTION
 AY0358
 AY0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0358'1.15 MI E FROM SAN ANTONIO.
 AY0358'ABOUT 1.15 MILES EAST ALONG U. S. HIGHWAY 87 FROM ITS JUNCTION WITH
 AY0358'INTERSTATE 410 IN THE SOUTHEAST PART OF SAN ANTONIO TO SITE OF BENCH
 AY0358'MARK, 150 FEET NORTH OF THE HIGHWAY CENTERLINE, 1 FOOT SOUTHWEST OF A
 AY0358'METAL WITNESS POST AND FENCE LINE, 30.14 FEET NORTH OF TRIANGULATION
 AY0358'STATION ROSILLO 2, AND AT HIGHWAY STATION 62 + 81.  A TRIANGULATION
 AY0358'REFERENCE MARK DISK, STAMPED ROSILLO 2 NO 4 1970, IS SET IN A 10 X 10
 AY0358'IN. CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 AY0358
 AY0358                          STATION RECOVERY (1988)
 AY0358
 AY0358'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0358'RECOVERED IN GOOD CONDITION.
 AY0358
 AY0358                          STATION RECOVERY (1999)
 AY0358
 AY0358'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2632 ***********************************************************************
 BY2632  DESIGNATION -  ROSIN RESET
 BY2632  PID         -  BY2632
 BY2632  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2632  USGS QUAD   -  BUCK BAY (1984)
 BY2632
 BY2632                         *CURRENT SURVEY CONTROL
 BY2632  ___________________________________________________________________
 BY2632* NAD 83(1993)-  31 10 59.19471(N)    094 02 30.01389(W)     ADJUSTED  
 BY2632* NAVD 88     -        85.8    (meters)     281.     (feet)  VERTCON   
 BY2632  ___________________________________________________________________
 BY2632  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 BY2632  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BY2632
 BY2632  HORZ ORDER  -  FIRST
 BY2632
 BY2632.The horizontal coordinates were established by classical geodetic methods
 BY2632.and adjusted by the National Geodetic Survey in February 1996..
 BY2632
 BY2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2632
 BY2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2632
 BY2632.The geoid height was determined by GEOID03.
 BY2632
 BY2632;                    North         East     Units Scale Factor Converg.
 BY2632;SPC TX C     - 3,185,059.311 1,299,341.804   MT  0.99988675   +3 14 26.1
 BY2632;SPC TX C     -10,449,648.76  4,262,923.90   sFT  0.99988675   +3 14 26.1
 BY2632;UTM  15      - 3,450,362.573   400,743.789   MT  0.99972152   -0 32 21.8
 BY2632
 BY2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2632!SPC TX C     -   0.99999091  x   0.99988675  =   0.99987766
 BY2632!UTM  15      -   0.99999091  x   0.99972152  =   0.99971243
 BY2632
 BY2632:                Primary Azimuth Mark                     Grid Az
 BY2632:SPC TX C     -  BRONSON MUN TANK                         007 01 10.7
 BY2632:UTM  15      -  BRONSON MUN TANK                         010 47 58.6
 BY2632
 BY2632|---------------------------------------------------------------------|
 BY2632| PID    Reference Object                     Distance      Geod. Az  |
 BY2632|                                                           dddmmss.s |
 BY2632| BY2631 BRONSON MUN TANK                    APPROX.18.3 KM 0101536.8 |
 BY2632| BY0399 BRONSON                             APPROX.19.6 KM 0103806.0 |
 BY2632| BY2630 BRONSON LOT                         APPROX.20.0 KM 0105039.5 |
 BY2632| BX2996 PINELAND TEMPLE IND KKI 995         APPROX.10.6 KM 0402821.9 |
 BY2632| BX2997 PINELAND MUN TANK                   APPROX.10.1 KM 0405115.4 |
 BY2632| BX2987 PINELAND TEMPLE IND N TANK          APPROX.10.0 KM 0420210.0 |
 BY2632| CV9154 ROSIN RM 1                                         12626     |
 BY2632| CV9158 ROSIN RM 5                           73.945 METERS 13210     |
 BY2632| CV9155 ROSIN RM 2                           64.780 METERS 17438     |
 BY2632| CV9156 ROSIN RM 3                           21.875 METERS 18923     |
 BY2632| CV9157 ROSIN RM 4                           18.720 METERS 30452     |
 BY2632|---------------------------------------------------------------------|
 BY2632
 BY2632                          SUPERSEDED SURVEY CONTROL
 BY2632
 BY2632  NAD 83(1986)-  31 10 59.20416(N)    094 02 30.00746(W) AD(       ) 1
 BY2632  NAD 27      -  31 10 58.51747(N)    094 02 29.32177(W) AD(       ) 1
 BY2632  NGVD 29 (07/19/86)   85.8    (m)          281.     (f) VERT ANG       
 BY2632
 BY2632.Superseded values are not recommended for survey control.
 BY2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2632.See file dsdata.txt to determine how the superseded data were derived.
 BY2632
 BY2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0074450363(NAD 83)
 BY2632_MARKER: DS = TRIANGULATION STATION DISK
 BY2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2632
 BY2632  HISTORY     - Date     Condition        Report By
 BY2632  HISTORY     - 1972     MONUMENTED       NGS
 BY2632
 BY2632                          STATION DESCRIPTION
 BY2632
 BY2632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BY2632'STATION SITE WAS VISITED AND ALL THAT COULD BE RECOVERED WAS THE
 BY2632'UNDERGROUND STATION MARK.  THE UNDERGROUND STATION MARK WAS
 BY2632'FOUND INTACT AND IT WAS ASSUMED THAT IT WAS IN THE PROPER
 BY2632'POSITION, THEREFORE A SURFACE STATION MARK WAS ESTABLISHED ALSO
 BY2632'REFERENCE MARKS NUMBER 3, 4 AND 5.  NO SUITABLE PLACE WAS
 BY2632'FOUND TO ESTABLISH AN AZIMUTH MARK.  DUE TO CHANGES IN THE NEAR
 BY2632'STATION AREA AND THE ROUTE TO THE STATION.  A COMPLETE NEW
 BY2632'DESCRIPTION FOLLOWS.
 BY2632'
 BY2632'THE STATION IS LOCATED ABOUT 17 MILES NORTH-NORTHWEST OF
 BY2632'JASPER, 11 MILES SOUTH-SOUTHWEST OF BRONSON, 6 MILES SOUTHWEST
 BY2632'OF PINELAND.  IT IS ON A SAND HILL THAT IS COVERED WITH TIMBER
 BY2632'AND IS A PENINSULA NEAR THE NORTHERLY PART OF THE RAYBURN
 BY2632'RESERVOIR.  THE LAND IS OWNED BY THE TEMPLE INDUSTRIES
 BY2632'INCORPORATED, PINELAND, TEXAS.
 BY2632'
 BY2632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 96 AND
 BY2632'STATE HIGHWAY 83 THAT IS IN THE WEST EDGE OF PINELAND, GO
 BY2632'WESTERLY ON STATE HIGHWAY 83 FOR 2.65 MILES TO THE JUNCTION
 BY2632'WITH STATE HIGHWAY 2866 ON THE RIGHT AND A BLADED ROAD ON THE
 BY2632'LEFT.  TURN LEFT AND GO SOUTHERLY ON BLADED ROAD FOR 3.75 MILE
 BY2632'TO A FORK, KEEP THE RIGHT FORK AND GO SOUTHWEST ON THE MAIN
 BY2632'TRAVELED ROAD FOR 1.35 MILES TO AN OFFSET CROSSROADS.  TURN
 BY2632'LEFT AND GO SOUTHERLY ON MAIN TRAVELED ROAD FOR 0.5 MILE TO A
 BY2632'WOODS ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY FOLLOWING
 BY2632'WOODS ROAD FOR 0.15 MILE TO REFERENCE MARK NUMBER 5 ON THE
 BY2632'RIGHT, BEAR LEFT AND GO NORTH FOR 243 FEET TO THE HIGHEST PART
 BY2632'OF HILL AND THE STATION, AS DESCRIBED.
 BY2632'
 BY2632'STATION MARKS ARE STANDARD DISK.  THE SURFACE DISK IS STAMPED
 BY2632'ROSIN 1931 1972 IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BY2632'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 BY2632'IT IS 52 FEET NORTHEAST OF A 14 INCH PINE TREE, 24 FEET SOUTH
 BY2632'OF A 6 INCH FORKED OAK TREE AND 19 FEET WEST OF AN 8 INCH
 BY2632'PINE TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 BY2632'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE,
 BY2632'THE DISK IS STAMPED ROSIN 1931.
 BY2632'
 BY2632'REFERENCE MARK 5, A STANDARD DISK STAMPED ROSIN 1931 NO 5 1972,
 BY2632'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BY2632'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET NORTH
 BY2632'OF THE APPROXIMATE CENTER OF WOODS ROAD, 4 FEET NORTHWEST OF
 BY2632'A 12 INCH PINE TREE AND 2.2 FEET SOUTHWEST OF A METAL WITNESS
 BY2632'POST WITH SIGN ATTACHED.
 BY2632'
 BY2632'REFERENCE MARK 3, A STANDARD DISK STAMPED ROSIN 1931 NO 3 1972,
 BY2632'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BY2632'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 11 FEET
 BY2632'WEST-SOUTHWEST OF A 16 INCH PINE TREE AND 5 FEET SOUTHEAST OF A
 BY2632'10 INCH OAK TREE.
 BY2632'
 BY2632'REFERENCE MARK 4, A STANDARD DISK STAMPED ROSIN 1931 NO 4 1972,
 BY2632'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BY2632'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET
 BY2632'NORTH OF A 16 INCH PINE TREE, 20 FEET SOUTH OF A 16 INCH PINE
 BY2632'TREE AND 15 FEET WEST OF A 16 INCH PINE TREE.
 BY2632'
 BY2632'NO SUITABLE LOCATED FOR AN AZIMUTH MARK.
 BY2632'
 BY2632'HEIGHT OF LIGHT ABOVE STATION MARK 72.7 FEET.
 BY2632'
 BY2632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 BY2632'SOUTHWEST OF PINELAND, TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9113 ***********************************************************************
 DG9113  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9113  DESIGNATION -  ROSIN&JOHNSON COO CORS ARP
 DG9113  CORS_ID     -  RJSA
 DG9113  PID         -  DG9113
 DG9113  STATE/COUNTY-  TX/BEXAR
 DG9113  USGS QUAD   -  LONGHORN (1992)
 DG9113
 DG9113                         *CURRENT SURVEY CONTROL
 DG9113  ___________________________________________________________________
 DG9113* NAD 83(CORS)-  29 32 50.88975(N)    098 27 45.85310(W)     ADJUSTED  
 DG9113* NAVD 88     -                                                        
 DG9113  ___________________________________________________________________
 DG9113  EPOCH DATE  -        2002.00
 DG9113  X           -    -817,265.167 (meters)                     COMP
 DG9113  Y           -  -5,492,883.698 (meters)                     COMP
 DG9113  Z           -   3,126,937.381 (meters)                     COMP
 DG9113  ELLIP HEIGHT-         211.21  (meters)          (02/??/05) GPS OBS
 DG9113  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 DG9113
 DG9113  HORZ ORDER  -  SPECIAL (CORS)
 DG9113  ELLP ORDER  -  SPECIAL (CORS)
 DG9113
 DG9113.ITRF positions are available for this station.
 DG9113.The coordinates were established by GPS observations
 DG9113.and adjusted by the National Geodetic Survey in February 2005..
 DG9113.The coordinates are valid at the epoch date displayed above.
 DG9113.The epoch date for horizontal control is a decimal equivalence
 DG9113.of Year/Month/Day.
 DG9113
 DG9113
 DG9113.The PID for the CORS L1 Phase Center is DG9114.
 DG9113
 DG9113.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9113
 DG9113.The ellipsoidal height was determined by GPS observations
 DG9113.and is referenced to NAD 83.
 DG9113
 DG9113.The geoid height was determined by GEOID03.
 DG9113
 DG9113;                    North         East     Units Scale Factor Converg.
 DG9113;SPC TXSC     - 4,190,091.475   652,065.139   MT  0.99987010   +0 15 47.6
 DG9113;SPC TXSC     -13,746,991.78  2,139,317.04   sFT  0.99987010   +0 15 47.6
 DG9113
 DG9113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9113!SPC TXSC     -   0.99996683  x   0.99987010  =   0.99983693
 DG9113
 DG9113                          SUPERSEDED SURVEY CONTROL
 DG9113
 DG9113.No superseded survey control is available for this station.
 DG9113
 DG9113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5205268763(NAD 83)
 DG9113_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9113
 DG9113                          STATION DESCRIPTION
 DG9113
 DG9113'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9113'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9113'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9113'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9113'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9113'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9114 ***********************************************************************
 DG9114  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9114  DESIGNATION -  ROSIN&JOHNSON COO CORS L1 PHASE CENTER
 DG9114  CORS_ID     -  RJSA
 DG9114  PID         -  DG9114
 DG9114  STATE/COUNTY-  TX/BEXAR
 DG9114  USGS QUAD   -  LONGHORN (1992)
 DG9114
 DG9114                         *CURRENT SURVEY CONTROL
 DG9114  ___________________________________________________________________
 DG9114* NAD 83(CORS)-  29 32 50.88983(N)    098 27 45.85305(W)     ADJUSTED  
 DG9114* NAVD 88     -                                                        
 DG9114  ___________________________________________________________________
 DG9114  EPOCH DATE  -        2002.00
 DG9114  X           -    -817,265.179 (meters)                     COMP
 DG9114  Y           -  -5,492,883.791 (meters)                     COMP
 DG9114  Z           -   3,126,937.438 (meters)                     COMP
 DG9114  ELLIP HEIGHT-         211.32  (meters)          (02/??/05) GPS OBS
 DG9114  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 DG9114
 DG9114  HORZ ORDER  -  SPECIAL (CORS)
 DG9114  ELLP ORDER  -  SPECIAL (CORS)
 DG9114
 DG9114.ITRF positions are available for this station.
 DG9114.The coordinates were established by GPS observations
 DG9114.and adjusted by the National Geodetic Survey in February 2005..
 DG9114.The coordinates are valid at the epoch date displayed above.
 DG9114.The epoch date for horizontal control is a decimal equivalence
 DG9114.of Year/Month/Day.
 DG9114
 DG9114
 DG9114.The PID for the CORS ARP is DG9113.
 DG9114
 DG9114.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9114
 DG9114.The ellipsoidal height was determined by GPS observations
 DG9114.and is referenced to NAD 83.
 DG9114
 DG9114.The geoid height was determined by GEOID03.
 DG9114
 DG9114;                    North         East     Units Scale Factor Converg.
 DG9114;SPC TXSC     - 4,190,091.477   652,065.141   MT  0.99987010   +0 15 47.6
 DG9114;SPC TXSC     -13,746,991.79  2,139,317.05   sFT  0.99987010   +0 15 47.6
 DG9114
 DG9114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9114!SPC TXSC     -   0.99996681  x   0.99987010  =   0.99983692
 DG9114
 DG9114                          SUPERSEDED SURVEY CONTROL
 DG9114
 DG9114.No superseded survey control is available for this station.
 DG9114
 DG9114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5205268763(NAD 83)
 DG9114_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9114
 DG9114                          STATION DESCRIPTION
 DG9114
 DG9114'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9114'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9114'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9114'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9114'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9114'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1329 ***********************************************************************
 AJ1329  DESIGNATION -  ROSITA
 AJ1329  PID         -  AJ1329
 AJ1329  STATE/COUNTY-  TX/DUVAL
 AJ1329  USGS QUAD   -  FREER SOUTH (1971)
 AJ1329
 AJ1329                         *CURRENT SURVEY CONTROL
 AJ1329  ___________________________________________________________________
 AJ1329* NAD 83(1993)-  27 47 07.89141(N)    098 31 36.17695(W)     ADJUSTED  
 AJ1329* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 AJ1329  ___________________________________________________________________
 AJ1329  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AJ1329  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AJ1329
 AJ1329  HORZ ORDER  -  FIRST
 AJ1329
 AJ1329.The horizontal coordinates were established by classical geodetic methods
 AJ1329.and adjusted by the National Geodetic Survey in February 1996..
 AJ1329
 AJ1329.The orthometric height was scaled from a topographic map.
 AJ1329
 AJ1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1329
 AJ1329.The geoid height was determined by GEOID03.
 AJ1329
 AJ1329;                    North         East     Units Scale Factor Converg.
 AJ1329;SPC TX S     - 5,234,759.608   297,367.029   MT  0.99998825   -0 00 43.7
 AJ1329;SPC TX S     -17,174,373.81    975,611.66   sFT  0.99998825   -0 00 43.7
 AJ1329;UTM  14      - 3,073,534.063   546,626.606   MT  0.99962683   +0 13 14.3
 AJ1329
 AJ1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1329!SPC TX S     -   0.99997293  x   0.99998825  =   0.99996118
 AJ1329!UTM  14      -   0.99997293  x   0.99962683  =   0.99959977
 AJ1329
 AJ1329|---------------------------------------------------------------------|
 AJ1329| PID    Reference Object                     Distance      Geod. Az  |
 AJ1329|                                                           dddmmss.s |
 AJ1329| CV3383 ROSITA RM 3                          19.010 METERS 00531     |
 AJ1329| CV3381 ROSITA RM 1                          25.100 METERS 12540     |
 AJ1329| AJ1227 BENAVIDES PITTSBURGH GLASS MST      APPROX.16.8 KM 1291555.9 |
 AJ1329| CV3380 ROSITA AZ MK                                       1390952.8 |
 AJ1329| CV3382 ROSITA RM 2                          21.824 METERS 26043     |
 AJ1329| AJ1331 FREER SCHLUMBERGER CORP MAST        APPROX.11.6 KM 2801859.3 |
 AJ1329| AJ1321 FREER HELDT BRO TRUCK LINE MST      APPROX.13.8 KM 3422918.2 |
 AJ1329|---------------------------------------------------------------------|
 AJ1329
 AJ1329                          SUPERSEDED SURVEY CONTROL
 AJ1329
 AJ1329  NAD 83(1986)-  27 47 07.89702(N)    098 31 36.15266(W) AD(       ) 1
 AJ1329  NAD 27      -  27 47 06.81600(N)    098 31 35.10600(W) AD(       ) 1
 AJ1329
 AJ1329.Superseded values are not recommended for survey control.
 AJ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1329.See file dsdata.txt to determine how the superseded data were derived.
 AJ1329
 AJ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4662773534(NAD 83)
 AJ1329_MARKER: DS = TRIANGULATION STATION DISK
 AJ1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1329
 AJ1329  HISTORY     - Date     Condition        Report By
 AJ1329  HISTORY     - 1935     MONUMENTED       CGS
 AJ1329  HISTORY     - 1961     GOOD             CGS
 AJ1329
 AJ1329                          STATION DESCRIPTION
 AJ1329
 AJ1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1329'STATION IS LOCATED ABOUT 6.0 MILES W OF ROSITA SETTLEMENT,
 AJ1329'15 MILES NW OF BENAVIDES AND ABOUT 17.5 MILES WNW OF SAN
 AJ1329'DIEGO, ON A HIGH RIDGE IN ROCKY, BRUSH-COVERED PASTURE LAND
 AJ1329'OF LOS ALTOS COLORADOS RANCH WHICH IS OWNED BY W.K. HOFFMAN
 AJ1329'OF SAN DIEGO AND ON THE PORTION OF THE PORTION OF THE RANCH
 AJ1329'LEASED BY EMILIO DE LOS SANTOS.  IT IS 1/2 MILE WNW OF THE
 AJ1329'SANTOS RANCH HOUSE NEAR WHICH THERE IS A WINDMILL AND CONCRETE
 AJ1329'STORAGE TANK.  MARK IS SET ON THE HIGHEST GROUND ABOUT
 AJ1329'150 FEET NE OF THE POINT OF THE TOP OF THE GRADE WHERE THE
 AJ1329'ROAD COMES TO A FENCE LINE AND GATE AND TURNS TO RUN
 AJ1329'PARALLEL TO THE FENCE.
 AJ1329'
 AJ1329'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AJ1329'DISKS SET IN CONCRETE.
 AJ1329'
 AJ1329'REFERENCE MARK NO. 1 IS SE OF STATION.
 AJ1329'
 AJ1329'REFERENCE MARK NO. 2 IS W OF STATION.
 AJ1329'
 AJ1329'REFERENCE MARK NO. 3 IS N OF STATION.
 AJ1329'
 AJ1329'REACHED FROM ROSITA GROCERY IN ROSITA, WHICH IS 12.3 MILES
 AJ1329'FROM SAN DIEGO POST OFFICE ON HIGHWAY 55 BY GOING W ON HIGHWAY
 AJ1329'55 FOR 2.2 MILES TO T-ROAD, TURN LEFT (SW) ON SIDE ROAD AND
 AJ1329'GO 0.8 MILE TO ANOTHER T-ROAD JUST ACROSS CATTLE GUARD, TURN
 AJ1329'RIGHT (NW) AND FOLLOW MAIN ROAD 1.5 MILES TO A CATTLE GUARD,
 AJ1329'CROSS CATTLE GUARD AND FOLLOW MAIN WINDING ROAD SW 1.1 MILES
 AJ1329'TO T-ROAD LEFT JUST AFTER PASSING THROUGH WOODEN GATE,
 AJ1329'CONTINUE STRAIGHT AHEAD ON MAIN ROAD 0.9 MILE TO CROSS ROAD
 AJ1329'JUST AFTER PASSING CATTLE GUARD, TURN SHARP RIGHT AND FOLLOW
 AJ1329'ROAD NW ALONG FENCE 0.5 MILE TO SMALL HOUSE ON LEFT, KEEP
 AJ1329'STRAIGHT AHEAD FOR 0.15 MILE TO WOODEN GATE ON RIGHT BEFORE
 AJ1329'COMING TO WINDMILL.  TURN RIGHT THROUGH GATE, KEEP TO
 AJ1329'RIGHT OF WINDMILL AND GO 0.05 MILE TO ROAD FORK LEADING
 AJ1329'THROUGH GATE TO HOUSE, KEEP TO LEFT FORK AND FOLLOW ROCKY
 AJ1329'STRAIGHT ROAD 0.45 MILE ALONG FENCE LINE TO TOP OF GRADE
 AJ1329'AND STATION.
 AJ1329'
 AJ1329'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AJ1329
 AJ1329                          STATION RECOVERY (1961)
 AJ1329
 AJ1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1329'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 AJ1329'AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND IN GOOD
 AJ1329'CONDITION.  THE DISTANCES AND THE DIRECTIONS WERE VERIFIED.
 AJ1329'AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 AJ1329'
 AJ1329'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AJ1329'
 AJ1329'THE STATION IS APPROXIMATELY 17-1/4 MILES WEST OF SAN DIEGO,
 AJ1329'8-1/4 MILES SOUTHEAST OF FREER, 6 MILES WEST OF ROSITA SETTLEMENT
 AJ1329'AND ON THE HIGHEST POINT OF A MESQUITE COVERED RIDGE OWNED
 AJ1329'BY MR. H.S. HOFFMAN OF 1806 ALTA VISTA STREET, ALICE TEXAS.
 AJ1329'
 AJ1329'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 339
 AJ1329'AND 359 AT THE CAUTION LIGHT IN BENAVIDES, GO NORTHEAST ON
 AJ1329'HIGHWAY 339 (TOWARD FREER) FOR 14.9 MILES TO A CROSSROAD
 AJ1329'WITH CATTLE GUARDS ON BOTH SIDES OF THE HIGHWAY (THIS POINT
 AJ1329'IS APPROXIMATELY 9-1/2 MILES SOUTH OF THE JUNCTION OF STATE
 AJ1329'HIGHWAYS 339 AND 44 IN FREER).  TURN RIGHT, NORTHEAST, ON
 AJ1329'A CLICHE ROAD FOR 1.4 MILES TO A ROAD FORK.  BEAR RIGHT,
 AJ1329'NORTHEAST, FOLLOWING THE MAIN TRAVELED ROAD FOR 1.4 MILES A
 AJ1329'CROSSROAD (JUST BEFORE REACHING A CATTLE GUARD).  TURN LEFT
 AJ1329'AND GO WESTERLY ON A TRACK ROAD FOR 0.05 MILE TO A BOARD GATE.
 AJ1329'PASS THROUGH THE BOARD GATE AND CONTINUE ON THE TRACK
 AJ1329'ROAD FOR 0.5 MILE TO AN OLD HOUSE ON THE LEFT.  CONTINUE
 AJ1329'WEST ON THE TRACK ROAD FOR 0.15 MILE TO A BOARD GATE ON
 AJ1329'THE RIGHT.  PASS THROUGH THE GATE, PASSING TO THE RIGHT OF
 AJ1329'A LARGE WATER TANK AND GO 0.05 MILE TO A WIRE GATE.  PASS
 AJ1329'THROUGH THE GATE, BEAR SHARP LEFT AND GO WESTERLY ALONG THE
 AJ1329'NORTH SIDE OF A FENCE FOR 0.05 MILE TO THE AZIMUTH MARK
 AJ1329'ON THE LEFT.  CONTINUE WESTERLY ALONG THE NORTH SIDE OF THE
 AJ1329'FENCE FOR 0.1 MILE TO A FENCE CORNER.  PASS THROUGH A
 AJ1329'GAP IN THE FENCE AND GO NORTHWEST ON A BADLY ERODED ROAD,
 AJ1329'OVERGROWN WITH BRUSH, FOR 0.3 MILE TO THE END OF THE ROAD
 AJ1329'AND THE STATION ON THE RIGHT IN A SMALL BEAR AREA.
 AJ1329'
 AJ1329'STATION MARK, A STANDARD DISK STAMPED ROSITA 1935, IS SET IN
 AJ1329'A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 110
 AJ1329'FEET EAST OF A FENCE, 109 FEET NORTH OF THE ROAD AND 5 FEET
 AJ1329'NORTH OF A METAL WITNESS POST.
 AJ1329'
 AJ1329'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROSITA NO 1
 AJ1329'1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 AJ1329'
 AJ1329'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROSITA NO 2 1935, IS
 AJ1329'SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 AJ1329'36 FEET EAST OF A FENCE.
 AJ1329'
 AJ1329'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ROSITA NO
 AJ1329'3 1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4
 AJ1329'INCHES.
 AJ1329'
 AJ1329'AZIMUTH MARK, A STANDARD DISK STAMPED ROSITA 1935, IS SET
 AJ1329'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 8
 AJ1329'FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD, 7 FEET NORTHEAST
 AJ1329'OF THE FENCE AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 AJ1329'
 AJ1329'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1329'
 AJ1329'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1330 ***********************************************************************
 AJ1330  DESIGNATION -  ROSITA
 AJ1330  PID         -  AJ1330
 AJ1330  STATE/COUNTY-  TX/DUVAL
 AJ1330  USGS QUAD   -  FREER SOUTH (1971)
 AJ1330
 AJ1330                         *CURRENT SURVEY CONTROL
 AJ1330  ___________________________________________________________________
 AJ1330* NAD 83(1993)-  27 47 08.37237(N)    098 31 34.68973(W)     ADJUSTED  
 AJ1330* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 AJ1330  ___________________________________________________________________
 AJ1330  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AJ1330  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AJ1330
 AJ1330  HORZ ORDER  -  THIRD
 AJ1330
 AJ1330.The horizontal coordinates were established by classical geodetic methods
 AJ1330.and adjusted by the National Geodetic Survey in February 1996..
 AJ1330
 AJ1330.The orthometric height was scaled from a topographic map.
 AJ1330
 AJ1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1330
 AJ1330.The geoid height was determined by GEOID03.
 AJ1330
 AJ1330;                    North         East     Units Scale Factor Converg.
 AJ1330;SPC TX S     - 5,234,774.405   297,407.746   MT  0.99998828   -0 00 43.0
 AJ1330;SPC TX S     -17,174,422.36    975,745.25   sFT  0.99998828   -0 00 43.0
 AJ1330;UTM  14      - 3,073,549.019   546,667.249   MT  0.99962688   +0 13 15.0
 AJ1330
 AJ1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1330!SPC TX S     -   0.99997325  x   0.99998828  =   0.99996153
 AJ1330!UTM  14      -   0.99997325  x   0.99962688  =   0.99960014
 AJ1330
 AJ1330:                Primary Azimuth Mark                     Grid Az
 AJ1330:SPC TX S     -  JARA CHINA                               192 45 53.0
 AJ1330:UTM  14      -  JARA CHINA                               192 31 55.0
 AJ1330
 AJ1330|---------------------------------------------------------------------|
 AJ1330| PID    Reference Object                     Distance      Geod. Az  |
 AJ1330|                                                           dddmmss.s |
 AJ1330| AJ1337 JARA CHINA                          APPROX. 8.7 KM 1924510.0 |
 AJ1330|---------------------------------------------------------------------|
 AJ1330
 AJ1330                          SUPERSEDED SURVEY CONTROL
 AJ1330
 AJ1330  NAD 83(1986)-  27 47 08.37812(N)    098 31 34.66539(W) AD(       ) 3
 AJ1330  NAD 27      -  27 47 07.29241(N)    098 31 33.62117(W) AD(       ) 3
 AJ1330
 AJ1330.Superseded values are not recommended for survey control.
 AJ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1330.See file dsdata.txt to determine how the superseded data were derived.
 AJ1330
 AJ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4666773549(NAD 83)
 AJ1330_MARKER: DD = SURVEY DISK
 AJ1330_SETTING: 0 = UNSPECIFIED SETTING
 AJ1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1330
 AJ1330  HISTORY     - Date     Condition        Report By
 AJ1330  HISTORY     - 1920     MONUMENTED       USGS
 AJ1330
 AJ1330                          STATION DESCRIPTION
 AJ1330
 AJ1330'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1330'FROM SAN DIEGO TAKE GOVERNMENT WELLS RD. NW. TO MEXICAN SETTLEMENT OF
 AJ1330'ROSITA, THEN ALONG SAME RD. TO FORKS 1.5 MI. TAKE W. FORK 4.5 MI. TO
 AJ1330'WOODEN GATE WHERE SECOND CLASS RD. TURNS N., FOLLOW THIS RD. PAST TANK
 AJ1330'NEAR CORNER OF FENCE NEAR ABANDONED SHACK, THEN TO TOP OF RIDGE, THEN
 AJ1330'W., TO ROUND HILL WHERE STATION IS LOCATED IN FIELD LEASED BY WILLIAM
 AJ1330'WRIGHT.
 AJ1330'
 AJ1330'STATION MARK - STANDARD BENCH MARK IRON POST.
 AJ1330'
 AJ1330'REFERENCE MARK - STONE SET IN GROUND, CROSS CUT ON TOP AND ARROW
 AJ1330'POINTING TO CENTER, DISTANT 33.14 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0187 ***********************************************************************
 AP0187  DESIGNATION -  ROSITA
 AP0187  PID         -  AP0187
 AP0187  STATE/COUNTY-  TX/MAVERICK
 AP0187  USGS QUAD   -  EAGLE PASS SW (1983)
 AP0187
 AP0187                         *CURRENT SURVEY CONTROL
 AP0187  ___________________________________________________________________
 AP0187* NAD 83(1993)-  28 36 46.42014(N)    100 22 59.30071(W)     ADJUSTED  
 AP0187* NAVD 88     -       241.56   (+/-2cm)     792.5    (feet)  VERTCON   
 AP0187  ___________________________________________________________________
 AP0187  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AP0187  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AP0187
 AP0187  HORZ ORDER  -  FIRST
 AP0187  VERT ORDER  -  THIRD (See Below)
 AP0187
 AP0187.The horizontal coordinates were established by classical geodetic methods
 AP0187.and adjusted by the National Geodetic Survey in February 1996..
 AP0187
 AP0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0187.The vertical order pertains to the NGVD 29 superseded value.
 AP0187
 AP0187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0187
 AP0187.The geoid height was determined by GEOID03.
 AP0187
 AP0187;                    North         East     Units Scale Factor Converg.
 AP0187;SPC TXSC     - 4,087,198.164   464,740.372   MT  0.99994203   -0 40 39.4
 AP0187;SPC TXSC     -13,409,415.98  1,524,735.70   sFT  0.99994203   -0 40 39.4
 AP0187;UTM  14      - 3,165,880.602   364,776.324   MT  0.99982566   -0 39 44.9
 AP0187
 AP0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0187!SPC TXSC     -   0.99996567  x   0.99994203  =   0.99990770
 AP0187!UTM  14      -   0.99996567  x   0.99982566  =   0.99979133
 AP0187
 AP0187|---------------------------------------------------------------------|
 AP0187| PID    Reference Object                     Distance      Geod. Az  |
 AP0187|                                                           dddmmss.s |
 AP0187| CV6156 ROSITA RM 1                          29.791 METERS 04805     |
 AP0187| CV6157 ROSITA RM 2                           9.436 METERS 13849     |
 AP0187| CV6155 ROSITA AZ MK                                       3163755.7 |
 AP0187|---------------------------------------------------------------------|
 AP0187
 AP0187                          SUPERSEDED SURVEY CONTROL
 AP0187
 AP0187  NAD 83(1986)-  28 36 46.41566(N)    100 22 59.27824(W) AD(       ) 1
 AP0187  NAD 27      -  28 36 45.48596(N)    100 22 58.01408(W) AD(       ) 1
 AP0187  NGVD 29 (07/19/86)  241.40   (m)          792.0    (f) LEVELING    3  
 AP0187
 AP0187.Superseded values are not recommended for survey control.
 AP0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0187.See file dsdata.txt to determine how the superseded data were derived.
 AP0187
 AP0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS6477665881(NAD 83)
 AP0187_MARKER: DB = BENCH MARK DISK
 AP0187_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AP0187_SP_SET: PREFAB CONC. POST IN EARTH
 AP0187_STAMPING: ROSITA 1972
 AP0187_MARK LOGO: NGS   
 AP0187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AP0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0187
 AP0187  HISTORY     - Date     Condition        Report By
 AP0187  HISTORY     - 1972     MONUMENTED       NGS
 AP0187  HISTORY     - 1972     GOOD             NGS
 AP0187  HISTORY     - 19750401 GOOD             USGS
 AP0187
 AP0187                          STATION DESCRIPTION
 AP0187
 AP0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0187'THE STATION IS ABOUT 7-1/2 MILES SOUTH AND 6-1/2 MILES EAST OF EAGLE
 AP0187'PASS, 7 MILES NORTH AND 4-1/2 MILES WEST OF EL INDIO AND ON THE
 AP0187'SOUTHWEST RIGHT-OF-WAY OF FARM ROAD 1021.
 AP0187'
 AP0187'TO REACH THE STATION FROM THE POST OFFICE IN EL INDIO, GO NORTH AND
 AP0187'NORTHWEST ON FARM ROAD 1021 FOR 5.45 MILES TO THE JUNCTION WITH FARM
 AP0187'ROAD 2366.  CONTINUE NORTHWEST ON FARM ROAD 1021 FOR 2.35 MILES TO
 AP0187'THE STATION ON THE LEFT.
 AP0187'
 AP0187'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON FARM ROAD
 AP0187'1021 FOR 1.0 MILE TO THE MARK ON THE RIGHT.
 AP0187'
 AP0187'STATION MARKS ARE STANDARD DISKS, STAMPED ROSITA 1972.  THE SURFACE
 AP0187'DISK IS SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT, THAT IS 5
 AP0187'INCHES BELOW THE GROUND SURFACE.  IT IS 95.0 FEET SOUTHEAST OF THE
 AP0187'CENTER OF A GATE, 46.0 FEET SOUTHWEST OF THE CENTER OF FARM ROAD
 AP0187'1021, 3.7 FEET NORTHEAST OF A FENCE AND 3.6 FEET NORTH OF A WITNESS
 AP0187'POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AP0187'36 INCHES BELOW THE GROUND SURFACE.
 AP0187'
 AP0187'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROSITA NO 1 1972, SET IN
 AP0187'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AP0187'INCH ABOVE THE GROUND.  IT IS 101.0 FEET NORTHEAST OF THE WITNESS
 AP0187'POST, 52.0 FEET NORTHEAST OF THE CENTER OF FARM ROAD 1021, 0.8
 AP0187'FOOT SOUTHWEST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 AP0187'STATION.
 AP0187'
 AP0187'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROSITA NO 2 1972, SET IN
 AP0187'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AP0187'INCH ABOVE THE GROUND.  IT IS 48.0 FEET SOUTHWEST OF THE CENTER OF
 AP0187'FARM ROAD 1021, 28.6 FEET SOUTHEAST OF THE WITNESS POST, 1.9 FEET
 AP0187'NORTHEAST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AP0187'
 AP0187'ML 2 (IBC) IS A BRONZE DISK OF THE INTERNATIONAL BOUNDARY COMMISSION,
 AP0187'SET IN THE TOP OF A 4-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 6
 AP0187'INCHES ABOVE THE GROUND.  IT IS 87.2 FEET NORTHWEST OF THE WITNESS
 AP0187'POST, 49.0 FEET SOUTHWEST OF THE CENTER OF FARM ROAD 1021 AND 10.0
 AP0187'FEET SOUTHEAST OF THE CENTER OF THE GATE.  THE MARK IS STAMPED
 AP0187'ML-2 792.175 FEET.
 AP0187'
 AP0187'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROSITA 1972, SET IN THE TOP
 AP0187'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AP0187'GROUND.  IT IS 102.0 FEET NORTHWEST OF A POWER LINE POLE WITH A
 AP0187'TRANSFORMER, 43.0 FEET NORTHEAST OF THE CENTER OF FARM ROAD 1021,
 AP0187'1.5 FEET SOUTHEAST OF A WITNESS POST AND 1.0 FOOT SOUTHWEST OF A
 AP0187'FENCE.
 AP0187'
 AP0187'HEIGHT OF LIGHT ABOVE STATION MARK 1.74 METERS.
 AP0187
 AP0187                          STATION RECOVERY (1972)
 AP0187
 AP0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AP0187'RECOVERED IN GOOD CONDITION.
 AP0187
 AP0187                          STATION RECOVERY (1975)
 AP0187
 AP0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AP0187'FROM THE POST OFFICE AT EL INDIO, PROCEED 8.6 MILES NORTH ON TEXAS
 AP0187'FARM ROAD 1021, 46.0 FEET SOUTHWEST OF THE CENTERLINE OF FARM ROAD
 AP0187'1021, 95 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD WEST, 3.5
 AP0187'FEET NORTHEAST OF A RIGHT-OF-WAY FENCE, 3.6 FEET NORTH OF A WITNESS
 AP0187'POST, SET IN A ROUND CONCRETE POST ABOUT 0.5 FOOT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1816 ***********************************************************************
 FL1816  DESIGNATION -  ROSITA
 FL1816  PID         -  FL1816
 FL1816  STATE/COUNTY-  TX/POTTER
 FL1816  USGS QUAD   -  CHUNKY (1969)
 FL1816
 FL1816                         *CURRENT SURVEY CONTROL
 FL1816  ___________________________________________________________________
 FL1816* NAD 83(1993)-  35 25 46.05455(N)    101 51 13.33544(W)     ADJUSTED  
 FL1816* NAVD 88     -       995.     (meters)    3264.     (feet)  SCALED    
 FL1816  ___________________________________________________________________
 FL1816  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FL1816  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1816
 FL1816  HORZ ORDER  -  SECOND
 FL1816
 FL1816.The horizontal coordinates were established by classical geodetic methods
 FL1816.and adjusted by the National Geodetic Survey in February 1996..
 FL1816
 FL1816.The orthometric height was scaled from a topographic map.
 FL1816
 FL1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1816
 FL1816.The geoid height was determined by GEOID03.
 FL1816
 FL1816;                    North         East     Units Scale Factor Converg.
 FL1816;SPC TX N     - 1,158,636.876   167,883.523   MT  0.99991090   -0 12 17.9
 FL1816;SPC TX N     - 3,801,294.48    550,797.86   sFT  0.99991090   -0 12 17.9
 FL1816;UTM  14      - 3,924,412.095   240,927.225   MT  1.00042721   -1 39 18.8
 FL1816
 FL1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1816!SPC TX N     -   0.99984791  x   0.99991090  =   0.99975883
 FL1816!UTM  14      -   0.99984791  x   1.00042721  =   1.00027506
 FL1816
 FL1816:                Primary Azimuth Mark                     Grid Az
 FL1816:SPC TX N     -  ROSITA AZ MK                             135 14 48.9
 FL1816:UTM  14      -  ROSITA AZ MK                             136 41 49.8
 FL1816
 FL1816|---------------------------------------------------------------------|
 FL1816| PID    Reference Object                     Distance      Geod. Az  |
 FL1816|                                                           dddmmss.s |
 FL1816| CJ8341 ROSITA AZ MK                                       1350231.0 |
 FL1816| CJ8342 ROSITA RM 1                          12.138 METERS 19948     |
 FL1816| FL1825 TRIPLE                              APPROX. 5.5 KM 2102645.5 |
 FL1816| CJ8343 ROSITA RM 2                           7.910 METERS 28841     |
 FL1816| FL1863 EXCELL US BUR OF MINE WATER TK      APPROX.24.5 KM 3333843.5 |
 FL1816| FL1855 AMARILLO GAS PUMP STA ELEV TK       APPROX.12.6 KM 3425518.9 |
 FL1816|---------------------------------------------------------------------|
 FL1816
 FL1816                          SUPERSEDED SURVEY CONTROL
 FL1816
 FL1816  NAD 83(1993)-  35 25 46.05791(N)    101 51 13.32840(W) AD(       ) 2
 FL1816  NAD 83(1986)-  35 25 46.06213(N)    101 51 13.32610(W) AD(       ) 2
 FL1816  NAD 27      -  35 25 45.88400(N)    101 51 11.66900(W) AD(       ) 2
 FL1816
 FL1816.Superseded values are not recommended for survey control.
 FL1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1816.See file dsdata.txt to determine how the superseded data were derived.
 FL1816
 FL1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4092724412(NAD 83)
 FL1816_MARKER: DS = TRIANGULATION STATION DISK
 FL1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1816
 FL1816  HISTORY     - Date     Condition        Report By
 FL1816  HISTORY     - 1951     MONUMENTED       CGS
 FL1816  HISTORY     - 1955     GOOD             USAF
 FL1816  HISTORY     - 1956     SEE DESCRIPTION  CGS
 FL1816  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FL1816
 FL1816                          STATION DESCRIPTION
 FL1816
 FL1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1816'THE STATION IS LOCATED BETWEEN CANADIAN RIVER AND ROSITA CREEK
 FL1816'ON THE WEST SIDE OF U.S. HIGHWAYS 87 AND 287.  IT IS ABOUT 15
 FL1816'MILES AIRLINE NORTH OF AMARILLO AND ABOUT 2 MILES AIRLINE SOUTH
 FL1816'OF THE CANADIAN RIVER.
 FL1816'
 FL1816'THE STATION IS A STANDARD DISK STAMPED ROSITA 1951 SET IN TOP
 FL1816'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 FL1816'INCHES ABOVE THE GROUND.  IT IS 6.5 FEET SOUTHEAST OF A WHITE
 FL1816'WITNESS POST, 6 FEET NORTH OF A FENCELINE, AND 60 FEET
 FL1816'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 87 AND 287.
 FL1816'
 FL1816'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROSITA NO
 FL1816'1 1951 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FL1816'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE
 FL1816'SAME ELEVATION AS THE STATION.  IT IS 33 FEET SOUTHWEST OF A
 FL1816'FENCELINE AND 110 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 FL1816'HIGHWAYS 87 AND 287.
 FL1816'
 FL1816'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROSITA NO
 FL1816'2 1951 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FL1816'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 FL1816'ELEVATION AS THE STATION.  IT IS 3 FEET NORTHEAST OF A FENCELINE
 FL1816'AND 50 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 87
 FL1816'AND 287.
 FL1816'
 FL1816'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROSITA 1951 SET IN
 FL1816'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 FL1816'3 INCHES ABOVE THE GROUND.  IT IS 3 FEET WEST OF A NORTH-SOUTH
 FL1816'FENCELINE, 3 FEET EAST OF A WHITE WITNESS POST AND 60 FEET
 FL1816'EAST OF THE CENTER LINE OF U.S. HIGHWAYS 87 AND 287.
 FL1816'
 FL1816'TO REACH THE STATION FROM THE COURTHOUSE IN AMARILLO, GO NORTH
 FL1816'ON U.S. HIGHWAYS 87 AND 287 FOR 6.8 MILES TO A CROSSROAD AT
 FL1816'THE RIVER ROAD SCHOOLHOUSE, CONTINUE NORTH ON U.S. HIGHWAYS
 FL1816'87 AND 287 FOR 7.4 MILES TO THE AZIMUTH MARK ON THE RIGHT, EAST,
 FL1816'SIDE OF THE HIGHWAY.  CONTINUE NORTH ON THE HIGHWAY FOR 1.0
 FL1816'MILE TO THE STATION ON THE LEFT, SOUTHWEST, SIDE OF THE HIGHWAY.
 FL1816'
 FL1816'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1816
 FL1816                          STATION RECOVERY (1955)
 FL1816
 FL1816'RECOVERY NOTE BY US AIR FORCE 1955
 FL1816'LETTER OF CAPT. ROBERT J. CAVENDISH, USAF, 5TH SHORAN BEACON
 FL1816'FLIGHT, CARSWELL AIR FORCE BASE, FORT WORTH, TEXAS DATED MARCH
 FL1816'9, 1955--
 FL1816'
 FL1816'ON A RECENT SURVEY IN THE AREA OF AMARILLO, WE FOUND THAT THE
 FL1816'TRIANGULATION MARKER HAD BEEN MOVED ALONG WITH THE REFERENCE
 FL1816'MARKER 1.  REFERENCE MARKER 2 HAD NOT BEEN DISTURBED.
 FL1816
 FL1816                          STATION RECOVERY (1956)
 FL1816
 FL1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1816'THE STATION HAD BEEN DESTROYED BY ROAD CONSTRUCTION AND R.M. NO.
 FL1816'2 HAD BEEN DESTROYED.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 FL1816'MARK WERE RECOVERED IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING
 FL1816'TO STATION SITE ARE CORRECT.
 FL1816
 FL1816                          STATION RECOVERY (1959)
 FL1816
 FL1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 FL1816'THE STATION MARK WAS FOUND OUT OF THE GROUND AND LYING AT THE
 FL1816'TOP OF A 10 CUT-BANK.  THE SITE OF THE MARK IS NOW WITHIN THE
 FL1816'AREA OF THE HIGHWAY CUT AND IS LOST.  REFERENCE MARK NO. 2
 FL1816'WAS FOUND OUT OF THE GROUND.  REFERENCE MARK NO. 1 IS IN PLACE
 FL1816'AND A SURVEYORS TARGET WAS ON THE MARK AT THE TIME OF RECOVERY
 FL1816'AND IT WAS LEFT IN PLACE IN GOOD CONDITION.  THE AZIMUTH MARK
 FL1816'WAS REMOVED FROM THE AREA OF HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0630 ***********************************************************************
 AZ0630  DESIGNATION -  ROSS
 AZ0630  PID         -  AZ0630
 AZ0630  STATE/COUNTY-  TX/KINNEY
 AZ0630  USGS QUAD   -  MUD CREEK SOUTH (1978)
 AZ0630
 AZ0630                         *CURRENT SURVEY CONTROL
 AZ0630  ___________________________________________________________________
 AZ0630* NAD 83(1993)-  29 17 44.71591(N)    100 40 42.42867(W)     ADJUSTED  
 AZ0630* NAVD 88     -       335.1    (meters)    1099.     (feet)  VERTCON   
 AZ0630  ___________________________________________________________________
 AZ0630  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AZ0630  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0630
 AZ0630  HORZ ORDER  -  FIRST
 AZ0630
 AZ0630.The horizontal coordinates were established by classical geodetic methods
 AZ0630.and adjusted by the National Geodetic Survey in February 1996..
 AZ0630
 AZ0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0630
 AZ0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0630
 AZ0630.The geoid height was determined by GEOID03.
 AZ0630
 AZ0630;                    North         East     Units Scale Factor Converg.
 AZ0630;SPC TXSC     - 4,163,244.920   436,949.020   MT  0.99986348   -0 49 20.3
 AZ0630;SPC TXSC     -13,658,912.71  1,433,556.91   sFT  0.99986348   -0 49 20.3
 AZ0630;UTM  14      - 3,241,922.040   336,974.149   MT  0.99992796   -0 49 17.3
 AZ0630
 AZ0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0630!SPC TXSC     -   0.99995094  x   0.99986348  =   0.99981443
 AZ0630!UTM  14      -   0.99995094  x   0.99992796  =   0.99987890
 AZ0630
 AZ0630|---------------------------------------------------------------------|
 AZ0630| PID    Reference Object                     Distance      Geod. Az  |
 AZ0630|                                                           dddmmss.s |
 AZ0630| CV6158 ROSS RM                              14.340 METERS 03956     |
 AZ0630| AZ0619 BRACKETTVILLE CHURCH                APPROX.25.0 KM 0871321.0 |
 AZ0630| AZ0624 FORT CLARK TANK                     APPROX.24.8 KM 0871855.9 |
 AZ0630| AZ0626 BRACKETTVILLE ARMY POST FLAG        APPROX.25.0 KM 0872542.5 |
 AZ0630| AZ0623 BRACKETTVILLE HOUSE CUPOLA          APPROX.24.9 KM 0880444.5 |
 AZ0630| AZ0644 WINDMILL NEAR STA MOORE             APPROX.24.6 KM 3291708.1 |
 AZ0630|---------------------------------------------------------------------|
 AZ0630
 AZ0630                          SUPERSEDED SURVEY CONTROL
 AZ0630
 AZ0630  NAD 83(1986)-  29 17 44.70780(N)    100 40 42.40862(W) AD(       ) 1
 AZ0630  NAD 27      -  29 17 43.86800(N)    100 40 41.09500(W) AD(       ) 1
 AZ0630  NGVD 29 (07/19/86)  335.0    (m)         1099.     (f) VERT ANG       
 AZ0630
 AZ0630.Superseded values are not recommended for survey control.
 AZ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0630.See file dsdata.txt to determine how the superseded data were derived.
 AZ0630
 AZ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT3697441922(NAD 83)
 AZ0630_MARKER: Z = SEE DESCRIPTION
 AZ0630_SETTING: 0 = UNSPECIFIED SETTING
 AZ0630
 AZ0630  HISTORY     - Date     Condition        Report By
 AZ0630  HISTORY     - 1918     MONUMENTED       CGS
 AZ0630  HISTORY     - 1924     GOOD             CGS
 AZ0630  HISTORY     - 1943     GOOD             CGS
 AZ0630  HISTORY     - 1975     GOOD             USGS
 AZ0630
 AZ0630                          STATION DESCRIPTION
 AZ0630
 AZ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AZ0630'STATION IS ABOUT 13 MILES E OF DEL RIO, ABOUT 6 MILES SW OF
 AZ0630'STANDART RAILWAY STATION ON THE SOUTHERN PACIFIC, AND 5 MILES
 AZ0630'NE OF THE OLD ROSS RANCH, ON A FLAT LIMESTONE RIDGE IN THE ROSS
 AZ0630'PASTURE.
 AZ0630'
 AZ0630'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AZ0630'
 AZ0630'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AZ0630'
 AZ0630'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AZ0630'14.340 METERS (47.05 FEET) FROM STATION.
 AZ0630'
 AZ0630'BEARING OF WINDMILL IN VALLEY DISTANT ABOUT 2 MILES, N 27 MIN E.
 AZ0630'
 AZ0630'TO REACH THE STATION FROM DEL RIO FOLLOW THE DEL RIO-EAGLE
 AZ0630'PASS WAGON ROAD ABOUT 5 MILES.  TURN E 1 MILE TO RED BALANCED GATE.
 AZ0630'PASS THROUGH GATE AND TAKE RIGHT-HAND ROAD 10 MILES TO IRON
 AZ0630'GATE.  THEN N 2-1/2 MILES TO BOARD GATE.  THEN TURN OFF TO N
 AZ0630'AND FOLLOW RIDGE 1/2 MILE TO STATION WHICH IS ON HIGHEST POINT
 AZ0630'OF BARE ROCKY RIDGE.
 AZ0630'
 AZ0630'IN 1924 STATION WAS REACHED FROM MACIE ON THE SOUTHERN PACIFIC
 AZ0630'BY FOLLOWING THE HIGHWAY TO STANDART, WHICH COULD BE REACHED
 AZ0630'FROM BRACKETTVILLE BY STATE HIGHWAY NO. 3.  AT STANDART CROSS
 AZ0630'THE RAILROAD W OF DEPOT AND FOLLOW PLAIN ROAD--RIGHT FORK THROUGH
 AZ0630'ROSS PASTURE.  ABOUT 3-3/4 MILES FROM STANDART ROAD FORKS.  TAKE
 AZ0630'RIGHT-HAND FORK.  JUST BEFORE REACHING GATE TURN OFF TO RIGHT
 AZ0630'AND FOLLOW HIGHEST GROUND 3/4 MILE NW TO STATION.
 AZ0630'
 AZ0630'ELEVATION OF STATION, 335.0 METERS (1,099 FEET).
 AZ0630
 AZ0630                          STATION RECOVERY (1943)
 AZ0630
 AZ0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 AZ0630'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 AZ0630'CONDITION.
 AZ0630'
 AZ0630'A NEW DESCRIPTION TO REACH THE STATION IS NECESSARY OWING TO
 AZ0630'ROAD CHANGES.
 AZ0630'
 AZ0630'TO REACH THE STATION FROM STANDART ON THE SOUTHERN PACIFIC,
 AZ0630'CROSS THE RAILROAD W OF DEPOT AND FOLLOW GRADED ROAD (LEFT FORK)
 AZ0630'SW FOR 2.5 MILES TO THE WHITEHEAD-WARDLAW RANCH.  PASS THROUGH
 AZ0630'CORRAL AND DRIVE ON THE S SIDE OF FENCE IN A SW DIRECTION FOR
 AZ0630'1.1 MILES TO A GATE ON THE RIGHT.  GO THROUGH GATE AND DRIVE
 AZ0630'NW FOR 1/4 MILE, AT WHICH POINT ROAD TURNS LEFT (SW), THENCE
 AZ0630'GO 0.3 MILE TO BUMPER GATE AND FORKS.  TAKE LEFT FORK FOR 0.4
 AZ0630'MILE TO POINT WHERE MAIN ROAD BEARS LEFT AND A TRACK ROAD GOES
 AZ0630'RIGHT.  FOLLOW THE TRACK ROAD 1 MILE TO A GATE ON THE RIGHT
 AZ0630'IN A NE-SW FENCE.  PASS THROUGH GATE AND DRIVE NW ABOUT 3/4
 AZ0630'MILE ALONG HIGHEST GROUND TO THE HIGHEST POINT AND STATION.
 AZ0630
 AZ0630                          STATION RECOVERY (1975)
 AZ0630
 AZ0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (RDS)
 AZ0630'STATION IS LOCATED ABOUT 14.5 MI. SE OF DEL RIO, TEXAS AND
 AZ0630'ABOUT 16 MILES WEST OF BRACKETTWILLE, TEXAS.
 AZ0630'
 AZ0630'TO REACH FROM THE JUNCTION OF U.S. HWY. 90 AND 277 IN DEL
 AZ0630'RIO, GO EAST ALONG U.S. HWY. 90 18.4 MI. TO JUNCTION WITH
 AZ0630'RANCH ROAD 3008 LEFT AND GRADED ROAD RIGHT, TURN RIGHT (SOUTH)
 AZ0630'ONGRADED ROAD 1.1 MI. TO OLD RR STATION AT STANDART, CROSS
 AZ0630'RR AND FOLLOW GRADED RANCH ROAD 2.5 MILES TO WARDLAW RANCH
 AZ0630'BUILDINGS, PASS TO LEFT OF RANCH HOUSE TO CATTLEGUARD SW OF
 AZ0630'HOUSE, PASS THROUGH CATTLEGUARD AND TURNLEFT SW ON ROAD ALONG
 AZ0630'NORTHSIDE OFFENCEFOR 1.0 MI. TO WHERE ROAD TURNS RIGHT AWAY
 AZ0630'FROM FENCE, CROSS DRAIN AND GO 0.45 MI. TO CATTLEGUARD AND
 AZ0630'FENCE, PASS THROUGH CATTLEGURARD AND TAKE RIGHT FORK (NW)
 AZ0630'0.5 MI. TO WOODEN GATE AND NE-SW FENCE, PASS THROUGH GATE
 AZ0630'AND TURN LEFT (SW) ALONG FENCE 0.9 MI. TO STOCK POND ON
 AZ0630'LEFT AND FEED GROUNDS ON RIGHT, TURN RIGHT PAST FEED GROUND
 AZ0630'AND GO NW CROSS COUNTRY 0.25 MILE TO SUMMIT OF HILL AND
 AZ0630'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0454 ***********************************************************************
 BO0454  DESIGNATION -  ROSS
 BO0454  PID         -  BO0454
 BO0454  STATE/COUNTY-  TX/SUTTON
 BO0454  USGS QUAD   -  LIVE OAK DRAW (1982)
 BO0454
 BO0454                         *CURRENT SURVEY CONTROL
 BO0454  ___________________________________________________________________
 BO0454* NAD 83(1993)-  30 27 08.55504(N)    100 20 53.22407(W)     ADJUSTED  
 BO0454* NAVD 88     -       706.     (meters)    2316.     (feet)  SCALED    
 BO0454  ___________________________________________________________________
 BO0454  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 BO0454  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BO0454
 BO0454  HORZ ORDER  -  SECOND
 BO0454
 BO0454.The horizontal coordinates were established by classical geodetic methods
 BO0454.and adjusted by the National Geodetic Survey in February 1996..
 BO0454
 BO0454.The orthometric height was scaled from a topographic map.
 BO0454
 BO0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0454
 BO0454.The geoid height was determined by GEOID03.
 BO0454
 BO0454;                    North         East     Units Scale Factor Converg.
 BO0454;SPC TX C     - 3,087,100.777   698,580.120   MT  0.99992733   -0 00 27.4
 BO0454;SPC TX C     -10,128,263.13  2,291,924.94   sFT  0.99992733   -0 00 27.4
 BO0454;UTM  14      - 3,369,685.901   370,565.075   MT  0.99980668   -0 41 00.1
 BO0454
 BO0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0454!SPC TX C     -   0.99989262  x   0.99992733  =   0.99981995
 BO0454!UTM  14      -   0.99989262  x   0.99980668  =   0.99969932
 BO0454
 BO0454|---------------------------------------------------------------------|
 BO0454| PID    Reference Object                     Distance      Geod. Az  |
 BO0454|                                                           dddmmss.s |
 BO0454| CV6160 ROSS RM 1                            25.536 METERS 03944     |
 BO0454| BO0455 WINDMILL NEAR STA ROSS               31.031 METERS 14800     |
 BO0454| CV6159 ROSS AZ MK                                         2841000.8 |
 BO0454| CV6161 ROSS RM 2                            24.214 METERS 31553     |
 BO0454|---------------------------------------------------------------------|
 BO0454
 BO0454                          SUPERSEDED SURVEY CONTROL
 BO0454
 BO0454  NAD 83(1986)-  30 27 08.55671(N)    100 20 53.21065(W) AD(       ) 2
 BO0454  NAD 27      -  30 27 07.88200(N)    100 20 51.89200(W) AD(       ) 2
 BO0454
 BO0454.Superseded values are not recommended for survey control.
 BO0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0454.See file dsdata.txt to determine how the superseded data were derived.
 BO0454
 BO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU7056569686(NAD 83)
 BO0454_MARKER: DS = TRIANGULATION STATION DISK
 BO0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0454
 BO0454  HISTORY     - Date     Condition        Report By
 BO0454  HISTORY     - 1944     MONUMENTED       CGS
 BO0454
 BO0454                          STATION DESCRIPTION
 BO0454
 BO0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0454'STATION IS LOCATED ABOUT 19 MILES, AIR LINE, SE OF SONORA, ABOUT
 BO0454'12.5 MILES, AIR LINE, SW OF ROOSEVELT, ON A TIMBERED RIDGE
 BO0454'ABOUT 2.5 MILES S OF U.S. HIGHWAY 290, NEAR W SIDE OF RANCH
 BO0454'CORRALS AND SHEDS OWNED BY MR. J.B. ROSS.  IT IS 104 FEET NNW
 BO0454'OF A WINDMILL, 8 FEET SSW OF A TRACK ROAD, AND 8 FEET SW OF A
 BO0454'4- BY 4-INCH WOODEN MARKER POST.
 BO0454'
 BO0454'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BO0454'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 BO0454'IT IS STAMPED ROSS 1944.  UNDERGROUND MARK - NOTE 8A-24 IN. DOWN.
 BO0454'
 BO0454'REFERENCE MARK 1 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BO0454'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE
 BO0454'POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS
 BO0454'STAMPED ROSS NO 1 1944.
 BO0454'
 BO0454'REFERENCE MARK 2 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BO0454'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE
 BO0454'POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BO0454'ROSS NO 2 1944.
 BO0454'
 BO0454'AZIMUTH MARK IS IN A SMALL CLEARING.  IT IS A BRONZE AZIMUTH DISK
 BO0454'SET IN A SQUARE-TOPPED CONCRETE POST THAT PROJECTS ABOUT 5
 BO0454'INCHES ABOVE THE GROUND.  IT IS STAMPED ROSS 1944.
 BO0454'
 BO0454'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND
 BO0454'290 AT THE S EDGE OF SONORA, GO E ON HIGHWAY 290 FOR 18.3 MILES
 BO0454'TO A T-ROAD RIGHT AND SIGN ROSS ROAD.  TURN RIGHT THROUGH
 BO0454'CATTLE GUARD AND GO S ON GRADED DIRT ROAD FOR 1.9 MILES TO
 BO0454'A RED BOARD GATE ON LEFT.  TURN LEFT THROUGH GATE AND GO E
 BO0454'ON MAIN TRACK ROAD FOR 1.5 MILES TO STATION AT W SIDE OF
 BO0454'CORRALS AND SHEDS.
 BO0454'
 BO0454'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1214 ***********************************************************************
 DN1214  DESIGNATION -  ROSS
 DN1214  PID         -  DN1214
 DN1214  STATE/COUNTY-  TX/GRAYSON
 DN1214  USGS QUAD   -  SHERMAN (1974)
 DN1214
 DN1214                         *CURRENT SURVEY CONTROL
 DN1214  ___________________________________________________________________
 DN1214* NAD 83(1993)-  33 41 16.91225(N)    096 34 59.16007(W)     ADJUSTED  
 DN1214* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 DN1214  ___________________________________________________________________
 DN1214  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 DN1214  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DN1214
 DN1214  HORZ ORDER  -  THIRD
 DN1214
 DN1214.The horizontal coordinates were established by classical geodetic methods
 DN1214.and adjusted by the National Geodetic Survey in February 1996..
 DN1214
 DN1214.The orthometric height was scaled from a topographic map.
 DN1214
 DN1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1214
 DN1214.The geoid height was determined by GEOID03.
 DN1214
 DN1214;                    North         East     Units Scale Factor Converg.
 DN1214;SPC TXNC     - 2,225,775.997   777,715.593   MT  0.99993417   +1 02 43.7
 DN1214;SPC TXNC     - 7,302,400.08  2,551,555.24   sFT  0.99993417   +1 02 43.7
 DN1214;UTM  14      - 3,730,188.233   724,033.851   MT  1.00021880   +1 20 28.1
 DN1214
 DN1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1214!SPC TXNC     -   0.99996642  x   0.99993417  =   0.99990059
 DN1214!UTM  14      -   0.99996642  x   1.00021880  =   1.00018521
 DN1214
 DN1214|---------------------------------------------------------------------|
 DN1214| PID    Reference Object                     Distance      Geod. Az  |
 DN1214|                                                           dddmmss.s |
 DN1214| CY2148 ROSS RM 1                            10.331 METERS 00227     |
 DN1214| DN1201 DENISON BETTER TV INC MAST          APPROX. 7.4 KM 0130251.9 |
 DN1214| DN1202 DENISON MUNICIPAL STANDPIPE         APPROX. 9.3 KM 0214526.5 |
 DN1214| CY2147 ROSS AZ MK                                         0390420.1 |
 DN1214| CY2150 ROSS RM 3                            18.450 METERS 09555     |
 DN1214| CY2149 ROSS RM 2                            10.165 METERS 27102     |
 DN1214|---------------------------------------------------------------------|
 DN1214
 DN1214                          SUPERSEDED SURVEY CONTROL
 DN1214
 DN1214  NAD 83(1993)-  33 41 16.91315(N)    096 34 59.15879(W) AD(       ) 3
 DN1214  NAD 83(1986)-  33 41 16.91850(N)    096 34 59.15145(W) AD(       ) 3
 DN1214  NAD 27      -  33 41 16.54160(N)    096 34 58.17620(W) AD(       ) 3
 DN1214
 DN1214.Superseded values are not recommended for survey control.
 DN1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1214.See file dsdata.txt to determine how the superseded data were derived.
 DN1214
 DN1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2403430188(NAD 83)
 DN1214_MARKER: DS = TRIANGULATION STATION DISK
 DN1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1214
 DN1214  HISTORY     - Date     Condition        Report By
 DN1214  HISTORY     - 1955     MONUMENTED       CGS
 DN1214  HISTORY     - 1957     GOOD             CGS
 DN1214  HISTORY     - 1964     SEE DESCRIPTION  CGS
 DN1214  HISTORY     - 1965     MARK NOT FOUND   BGAS
 DN1214
 DN1214                          STATION DESCRIPTION
 DN1214
 DN1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1214'THE STATION IS LOCATED AIRLINE, ABOUT 5 MILES SOUTH-SOUTHWEST
 DN1214'OF DENISON AND ABOUT 3.5 MILES NORTH OF SHERMAN ALONG THE
 DN1214'SOUTH SIDE OF AN EAST-WEST FARM ROAD.
 DN1214'
 DN1214'THE STATION IS A STANDARD DISK STAMPED ROSS 1955 SET IN TOP
 DN1214'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 DN1214'INCHES ABOVE THE GROUND.  IT IS 6 FEET EAST OF A WHITE WITNESS
 DN1214'POST, 3.5 FEET NORTH OF AN EAST-WEST FENCE LINE AND 24 FEET
 DN1214'SOUTH OF THE CENTER LINE OF A FARM ROAD.
 DN1214'
 DN1214'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROSS
 DN1214'NO 1 1955 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 DN1214'INCHES IN DIAMETER, ABOUT FLUSH WITH THE GROUND AND IS ABOUT
 DN1214'2 FEET LOWER THAN THE STATION.  IT IS 12 FEET NORTH OF THE
 DN1214'CENTER LINE OF A FARM ROAD.
 DN1214'
 DN1214'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROSS
 DN1214'NO 2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 DN1214'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 DN1214'THE SAME ELEVATION AS THE STATION.  IT IS 3.5 FEET NORTH
 DN1214'OF AN EAST-WEST FENCE LINE AND 24 FEET SOUTH OF THE CENTER
 DN1214'LINE OF A FARM ROAD.
 DN1214'
 DN1214'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROSS 1955 SET
 DN1214'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1214'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 18 FEET NORTH OF
 DN1214'THE CENTER LINE OF THE WOOD LAKE ROAD, 33 FEET EAST OF THE
 DN1214'EAST LANE OF THE HIGHWAY AND 225 FEET NORTHEAST OF THE CEDAR
 DN1214'LAWN MEMORIAL PARK MONUMENT.
 DN1214'
 DN1214'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE FARM ROAD
 DN1214'LEADING TO THE STATION AND U.S. HIGHWAY 75, GO NORTH ON THE
 DN1214'HIGHWAY FOR 0.6 MILE TO THE WOOD LAKE ROAD ON THE RIGHT, EAST
 DN1214'SIDE AND THE AZIMUTH MARK.
 DN1214'
 DN1214'TO REACH THE STATION FROM THE POST OFFICE IN SHERMAN, GO
 DN1214'EAST FOR 1 BLOCK.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY
 DN1214'75 FOR 0.55 MILE TO A TRAFFIC LIGHT.  CONTINUE NORTH ON
 DN1214'THE HIGHWAY FOR 3.3 MILES TO A FARM ROAD ON THE LEFT, WEST
 DN1214'SIDE.  TURN LEFT OFF THE HIGHWAY AND GO WEST ON THE FARM
 DN1214'ROAD FOR 0.1 MILE TO A WHITE WITNESS POST ON THE LEFT, SOUTH
 DN1214'SIDE AND THE STATION.
 DN1214
 DN1214                          STATION RECOVERY (1957)
 DN1214
 DN1214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1214'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 DN1214'GOOD CONDITION AS DESCRIBED EXCEPT THAT R.M. NO. 1 IS 9 FEET
 DN1214'NORTH OF THE CENTERLINE OF FARM ROAD INSTEAD OF 12 FEET.
 DN1214'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1214
 DN1214                          STATION RECOVERY (1964)
 DN1214
 DN1214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 DN1214'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 DN1214'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 DN1214'MARK NO. 2 WAS FOUND TO BE DESTROYED.  A NEW REFERENCE MARK
 DN1214'NO. 3 WAS SET.  AT THE REQUEST OF THE COUNTY ENGINEER THE
 DN1214'STATION MARKS, SUB-MARK AND SURFACE MARK, WERE LOWERED AND
 DN1214'RE-MARKED IN THE PRECISE ORIGINAL POSITION, TO CLEAR THE
 DN1214'AREA FOR RECONSTRUCTIONG THE ROAD.
 DN1214'
 DN1214'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 DN1214'5 MILES SOUTH-SOUTHWEST OF DENNISON, ABOUT 3-1/2 MILES NORTH
 DN1214'OF SHERMAN AND 0.1 MILE WEST OF U.S. HIGHWAY 75 ALONG THE
 DN1214'SHOULDER OF AN EAST-WEST ROAD.
 DN1214'
 DN1214'TO REACH THE STATION FROM THE COURT HOUSE IN SHERMAN, GO WEST
 DN1214'ON TRAVIS STREET FOR 0.9 MILE TO U.S. HIGHWAY 75, TURN RIGHT
 DN1214'ONTO U.S. HIGHWAY 75 AND GO 3.2 MILES TO A SIDE ROAD ON THE
 DN1214'LEFT.  *TURN LEFT, GO 0.1 MILE TO STATION ON THE LEFT.  *TO
 DN1214'REACH THE AZIMUTH MARK FROM THE SIDE ROAD, GO NORTHERLY ON
 DN1214'U.S. HIGHWAY 75 FOR 0.6 MILE TO THE JUNCTION OF WOOD LAKE
 DN1214'ROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE ROAD
 DN1214'JUNCTION.
 DN1214'
 DN1214'STATION MARKS, ARE STANDARD DISKS STAMPED ROSS 1955 1964.
 DN1214'THE SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS
 DN1214'18 INCHES IN DIAMETER AND IS ABOUT 0.7 FOOT BELOW THE SURFACE
 DN1214'OF THE GROUND.  IT IS 211 FEET NORTHEAST OF THE NORTHEAST
 DN1214'CORNER OF THE SEARS ROEBUCK AND CO. STORE, 19 FEET SOUTH OF
 DN1214'THE CENTER LINE OF THE EAST-WEST ROAD, 63 FEET WEST OF A POWER
 DN1214'LINE POLE, AND 60 FEET WEST OF A METAL WITNESS POST.
 DN1214'
 DN1214'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 DN1214'50 INCHES BELOW THE SURFACE OF THE GROUND.
 DN1214'
 DN1214'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROSS NO 1 1955,
 DN1214'IS SET IN A 10 IN X 10 IN CONCETE POST FLUSH WITH THE SURFACE
 DN1214'OF THE GROUND.  IT IS 15 FEET NORTH OF THE CENTER LINE OF
 DN1214'THE EAST-WEST ROAD, AND 71 FEET NORTHWEST OF THE METAL WITNESS
 DN1214'POST.
 DN1214'
 DN1214'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ROSS NO 3 1955
 DN1214'1964, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 DN1214'1 INCH.  IT IS 24 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 DN1214'ROAD, 2 FEET WEST OF A POWER LINE POLE, AND 1 FOOT SOUTH OF
 DN1214'A METAL WITNESS POST.
 DN1214'
 DN1214'AZIMUTH MARK, A STANDARD DISK STAMPED ROSS 1955, IS SET IN
 DN1214'A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 DN1214'IS ABOUT IN THE CENTER OF THE MOST NORTHERLY PARKWAY AT THE
 DN1214'JUNCTION OF WOOD LAKE ROAD AND U.S. HIGHWAY 75, 32 FEET EAST
 DN1214'OF THE CENTER LINE OF THE NORTH BOUND TRAFFIC LANE OF HIGHWAY
 DN1214'AND 60 FEET NORTHWEST OF THE CENTER LINE OF WOOD LAKE ROAD.
 DN1214'THIS JUNCTION IS NEAR THE NORTHWEST CORNER OF THE CEDAR LAWN
 DN1214'MEMORIAL PARK.
 DN1214
 DN1214                          STATION RECOVERY (1965)
 DN1214
 DN1214'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 DN1214'THE STATION SITE WAS VISITED AND ONLY THE AZIMUTH MARK AND
 DN1214'R.M. 3 WERE RECOVERED.  THE FARM ROAD HAS BEEN WIDENED AND
 DN1214'PAVED AND A LARGE PARKING AREA HAS BEEN BUILT AT THE SITE.
 DN1214'THE STATION HAS EITHER BEEN TORN OUT OR COVERED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0327 ***********************************************************************
 BB0327  DESIGNATION -  ROSS
 BB0327  PID         -  BB0327
 BB0327  STATE/COUNTY-  TX/PRESIDIO
 BB0327  USGS QUAD   -  SHAFTER (1983)
 BB0327
 BB0327                         *CURRENT SURVEY CONTROL
 BB0327  ___________________________________________________________________
 BB0327* NAD 83(1993)-  29 46 50.77564(N)    104 21 15.14692(W)     ADJUSTED  
 BB0327* NAVD 88     -      1326.     (meters)    4350.     (feet)  SCALED    
 BB0327  ___________________________________________________________________
 BB0327  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 BB0327  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BB0327
 BB0327  HORZ ORDER  -  FIRST
 BB0327
 BB0327.The horizontal coordinates were established by classical geodetic methods
 BB0327.and adjusted by the National Geodetic Survey in February 1996..
 BB0327
 BB0327.The orthometric height was scaled from a topographic map.
 BB0327
 BB0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0327
 BB0327.The geoid height was determined by GEOID03.
 BB0327
 BB0327;                    North         East     Units Scale Factor Converg.
 BB0327;SPC TXSC     - 4,227,677.669    82,496.728   MT  0.99989342   -2 37 23.1
 BB0327;SPC TXSC     -13,870,305.82    270,658.02   sFT  0.99989342   -2 37 23.1
 BB0327;UTM  13      - 3,294,668.140   562,422.315   MT  0.99964808   +0 19 14.8
 BB0327
 BB0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0327!SPC TXSC     -   0.99979525  x   0.99989342  =   0.99968869
 BB0327!UTM  13      -   0.99979525  x   0.99964808  =   0.99944340
 BB0327
 BB0327:                Primary Azimuth Mark                     Grid Az
 BB0327:SPC TXSC     -  ROSS AZ MK                               071 27 09.8
 BB0327:UTM  13      -  ROSS AZ MK                               068 30 31.9
 BB0327
 BB0327|---------------------------------------------------------------------|
 BB0327| PID    Reference Object                     Distance      Geod. Az  |
 BB0327|                                                           dddmmss.s |
 BB0327| CI0358 ROSS AZ MK                                         0684946.7 |
 BB0327| CI0359 ROSS RM 1                            14.630 METERS 17201     |
 BB0327| CI0360 ROSS RM 2                             8.699 METERS 25530     |
 BB0327|---------------------------------------------------------------------|
 BB0327
 BB0327                          SUPERSEDED SURVEY CONTROL
 BB0327
 BB0327  NAD 83(1986)-  29 46 50.76753(N)    104 21 15.14353(W) AD(       ) 1
 BB0327  NAD 27      -  29 46 50.14600(N)    104 21 13.40900(W) AD(       ) 1
 BB0327
 BB0327.Superseded values are not recommended for survey control.
 BB0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0327.See file dsdata.txt to determine how the superseded data were derived.
 BB0327
 BB0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6242294668(NAD 83)
 BB0327_MARKER: DS = TRIANGULATION STATION DISK
 BB0327_SETTING: 66 = SET IN ROCK OUTCROP
 BB0327_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 BB0327
 BB0327  HISTORY     - Date     Condition        Report By
 BB0327  HISTORY     - 1934     MONUMENTED       CGS
 BB0327  HISTORY     - 1958     GOOD             AMS
 BB0327
 BB0327                          STATION DESCRIPTION
 BB0327
 BB0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0327'ABOUT 15-1/2 MILES NORTH OF PRESIDIO, 4 MILES SOUTHWEST OF
 BB0327'SHAFTER, AND 1 MILE WEST OF U.S. HIGHWAY 67 ON THE HIGHEST AND
 BB0327'MOST NORTHERN AND WESTERN OF A GROUP OF SMALL PEAKS WHICH ARE
 BB0327'THE FOOTHILLS OF THE CHINATI MOUNTAINS.
 BB0327'
 BB0327'TO REACH FROM PRESIDIO POST OFFICE, GO EAST ON THE MAIN STREET
 BB0327'0.25 MILE, TURN LEFT ON U.S. HIGHWAY 67 AND FOLLOW IT NORTH
 BB0327'15.0 MILES TO POINT WHERE HIGHWAY CROSSES A DRY CREEK ABOUT
 BB0327'0.75 MILE AFTER CROSSING THROUGH A SMALL SADDLE ON AN EAST-WEST
 BB0327'RIDGE.  HIGHWAY HERE STARTS TO CLIMB UP A NORTH-SOUTH RIDGE
 BB0327'ON THE NORTH SIDE OF THE EAST-WEST RIDGE.  LEAVE HIGHWAY HERE
 BB0327'AND TURN LEFT (WEST) ACROSS BRUSH-COVERED FLATS AND GO 0.15
 BB0327'MILE TO THE BASE OF RIDGE.  FROM HERE PACK WEST AROUND THE BASE
 BB0327'OF FIRST PEAK FOR ABOUT 1/2 MILE, THENCE UP RIDGE TO
 BB0327'PEAK.  ABOUT A HALF HOUR PACK.
 BB0327'
 BB0327'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BB0327'CONCRETE IN OUTCROPPING BEDROCK.
 BB0327'AZIMUTH MARK IS A STANDARD BRONZE DISK SET
 BB0327'IN CONCRETE.
 BB0327'
 BB0327'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE EAST-NORTHEAST OF STATION
 BB0327'ON EAST SIDE OF U.S. HIGHWAY 67 ON FLAT-TOPPED RIDGE JUST
 BB0327'NORTH OF POINT WHERE HIGHWAY BEGINS TO DROP TO THE SOUTHWEST.
 BB0327
 BB0327                          STATION RECOVERY (1958)
 BB0327
 BB0327'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BB0327'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BB0327'
 BB0327'THE STATION IS LOCATED 10 FEET S OF THE N EDGE OF THE RIDGE
 BB0327'WHICH IS 2 TO 3 FEET HIGHER IN ELEVATION.  10 FEET S OF SHARP
 BB0327'DROP TO THE NE.  64 FEET ESE OF SHARP DROP TO THE NW.  46 FEET
 BB0327'WSW OF SHARP DROP TO THE NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0831 ***********************************************************************
 CC0831  DESIGNATION -  ROSS
 CC0831  PID         -  CC0831
 CC0831  STATE/COUNTY-  TX/REEVES
 CC0831  USGS QUAD   -  THREEMILE DRAW (1968)
 CC0831
 CC0831                         *CURRENT SURVEY CONTROL
 CC0831  ___________________________________________________________________
 CC0831* NAD 83(1993)-  31 43 32.84258(N)    103 57 49.59610(W)     ADJUSTED  
 CC0831* NAVD 88     -       976.2    (meters)    3203.     (feet)  VERTCON   
 CC0831  ___________________________________________________________________
 CC0831  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CC0831  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CC0831
 CC0831  HORZ ORDER  -  FIRST
 CC0831
 CC0831.The horizontal coordinates were established by classical geodetic methods
 CC0831.and adjusted by the National Geodetic Survey in February 1996..
 CC0831
 CC0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0831
 CC0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0831
 CC0831.The geoid height was determined by GEOID03.
 CC0831
 CC0831;                    North         East     Units Scale Factor Converg.
 CC0831;SPC TX C     - 3,233,885.429   356,005.299   MT  0.99996148   -1 52 11.6
 CC0831;SPC TX C     -10,609,839.11  1,167,994.05   sFT  0.99996148   -1 52 11.6
 CC0831;UTM  13      - 3,510,509.041   598,169.410   MT  0.99971886   +0 32 41.8
 CC0831
 CC0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0831!SPC TX C     -   0.99985073  x   0.99996148  =   0.99981222
 CC0831!UTM  13      -   0.99985073  x   0.99971886  =   0.99956964
 CC0831
 CC0831:                Primary Azimuth Mark                     Grid Az
 CC0831:SPC TX C     -  ROSS AZ MK                               045 17 54.0
 CC0831:UTM  13      -  ROSS AZ MK                               042 53 00.6
 CC0831
 CC0831|---------------------------------------------------------------------|
 CC0831| PID    Reference Object                     Distance      Geod. Az  |
 CC0831|                                                           dddmmss.s |
 CC0831| CI0355 ROSS AZ MK                                         0432542.4 |
 CC0831| CC0828 LINDLEY                             APPROX.14.8 KM 0895528.6 |
 CC0831| CI0356 ROSS RM                              18.940 METERS 15144     |
 CC0831| CI0357 ROSS RM 2                            14.580 METERS 26306     |
 CC0831|---------------------------------------------------------------------|
 CC0831
 CC0831                          SUPERSEDED SURVEY CONTROL
 CC0831
 CC0831  NAD 83(1993)-  31 43 32.84245(N)    103 57 49.59436(W) AD(       ) 1
 CC0831  NAD 83(1986)-  31 43 32.84256(N)    103 57 49.59420(W) AD(       ) 1
 CC0831  NAD 27      -  31 43 32.39000(N)    103 57 47.89200(W) AD(       ) 1
 CC0831  NGVD 29 (07/19/86)  975.7    (m)         3201.     (f) VERT ANG       
 CC0831
 CC0831.Superseded values are not recommended for survey control.
 CC0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0831.See file dsdata.txt to determine how the superseded data were derived.
 CC0831
 CC0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER9816910509(NAD 83)
 CC0831_MARKER: Z = SEE DESCRIPTION
 CC0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0831
 CC0831  HISTORY     - Date     Condition        Report By
 CC0831  HISTORY     - 1922     MONUMENTED       CGS
 CC0831  HISTORY     - 1931     GOOD             CGS
 CC0831  HISTORY     - 1943     GOOD             CGS
 CC0831  HISTORY     - 1969     GOOD             USGS
 CC0831
 CC0831                          STATION DESCRIPTION
 CC0831
 CC0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CC0831'ABOUT 12 MILES S OF ORLA, 12 MILES SE OF SCREWBEAN SPRINGS,
 CC0831'3 MILES E OF THE INCLINE WELL AND COTTONWOODS WHICH ARE 1 MILE
 CC0831'N OF THE INCLINE RANCH, 1 MILE SE OF THE OLD CHARLIE ROSS PLACE,
 CC0831'ON THE HIGHEST POINT ON THE E SPUR OF THE HILL.
 CC0831'
 CC0831'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISK STATION MARKS
 CC0831'IN CONCRETE.
 CC0831'
 CC0831'REFERENCE MARK IS A BRONZE REFERENCE DISK IN CONCRETE,
 CC0831'18.985 METERS (62.29 FEET) FROM STATION.
 CC0831'
 CC0831'THE BEARING OF THE TOYAH VALLEY SULPHUR COMPANYS MINE IS
 CC0831'S 81 DEG 52 MIN W.
 CC0831
 CC0831                          STATION RECOVERY (1943)
 CC0831
 CC0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0831'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  DUE
 CC0831'TO CHANGES IN ROADS AND OTHER NATURAL LANDMARKS, NEW DESCRIPTION
 CC0831'IS NEEDED.
 CC0831'
 CC0831'THE STATION IS LOCATED ABOUT 12 MILES S OF ORLA, 12 MILES SW
 CC0831'OF SCREWBEAN SPRINGS, ON THE HIGHEST POINT OF A RIDGE ON
 CC0831'A RANCH OPERATED BY JIM COOKSIE OF ORLA.
 CC0831'
 CC0831'THE STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CC0831'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 CC0831'GROUND.  IT IS STAMPED ROSS 1922.
 CC0831'
 CC0831'REFERENCE MARK 1 IS A BRONZE REFERENCE-MARK DISK SET IN THE TOP
 CC0831'OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 CC0831'ABOVE GROUND.  IT IS UNSTAMPED.
 CC0831'
 CC0831'REFERENCE MARK 2 IS A BRONZE REFERENCE-MARK DISK SET IN THE
 CC0831'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 CC0831'GROUND.  IT IS STAMPED ROSS NO 2 1943.
 CC0831'
 CC0831'THE AZIMUTH MARK IS ON THE TOP OF A LOW HILL ABOUT 0.3 MILE NE
 CC0831'OF THE STATION, NEAR A WHITE POST.  IT IS A BRONZE AZIMUTH
 CC0831'MARK DISK SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE
 CC0831'GROUND.  IT IS STAMPED ROSS 1943.
 CC0831'
 CC0831'TO REACH THE STATION FROM ORLA (WHICH IS A SERVICE STATION
 CC0831'AND LUNCH ROOM 45 MILES SE OF CARLSBAD, NEW MEXICO, AND 38
 CC0831'MILES NW OF PACOS, TEXAS, ON U.S. HIGHWAY 285), GO SE ON HIGHWAY
 CC0831'5.2 MILES TO CATTLE GUARD.  CROSS CATTLE GUARD AND TURN RIGHT
 CC0831'ON A TRACK ROAD 100 YARDS TO A GATE.  PASS THROUGH GATE AND
 CC0831'TURN LEFT ALONG FENCE 0.3 MILE TO OLD ABANDONED HIGHWAY.  TURN
 CC0831'RIGHT AND FOLLOW OLD HIGHWAY GRADE 0.5 MILE TO TRACK ROAD
 CC0831'RIGHT.  TURN RIGHT ON TRACK ROAD FOR 1.5 MILES.  PASS TO THE
 CC0831'LEFT OF WINDMILL AND TANK AND CONTINUE ON TRACK ROAD SW 3.5
 CC0831'MILES TO GATE WITH PIPE POSTS.  PASS THROUGH GATE AND
 CC0831'CONTINUE ON ROAD 0.5 MILE TO WHERE ROAD IS BADLY WASHED.
 CC0831'TURN LEFT AND FOLLOW DIM TRACK ROAD SW TO ANOTHER TRACK
 CC0831'ROAD.  TURN RIGHT ON THIS ROAD 2.2 MILES TO A
 CC0831'CROSSROADS.  TAKE ROAD TO THE LEFT 1.4 MILES TO POINT WHERE
 CC0831'ROAD BEGINS TO DROP OFF RIDGE.  FROM THIS POINT CONTINUE
 CC0831'ACROSS COUNTRY ALONG TOP OF RIDGE 0.15 MILE TO THE HIGHEST
 CC0831'POINT AND STATION.
 CC0831'
 CC0831'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 CC0831
 CC0831                          STATION RECOVERY (1969)
 CC0831
 CC0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JTD)
 CC0831'THE STATION IS LOCATED SOUTH 25 DEG WEST ABOUT 7.5 MILES
 CC0831'AIRLINE FROM ORLA, NORTH 86 DEG WEST ABOUT 21.5 MILES AIRLINE
 CC0831'FROM MENTONE.  ON THE HIGHEST PART OF A HILL.  6.5 FEET
 CC0831'NORTH-NORTHWEST OF A USC AND GS WITNESS SIGN MOUNTED ON A METAL
 CC0831'POST.
 CC0831'
 CC0831'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND
 CC0831'RANCH ROAD 652 IN ORLA, GO SOUTHEAST ON U.S. HIGHWAY 285 FOR
 CC0831'3.1 MILES TO A ROADSIDE PARK AND GRADED ROAD WEST.  TAKE ROAD
 CC0831'WEST FOR 2.7 MILES TO A ROAD FORK, THEN RIGHT (WEST) FOR 0.7
 CC0831'MILE TO FORK.  TAKE LEFT FORK (WEST-SOUTHWEST) FOR 1.0 MILE
 CC0831'TO ROAD FORK JUST WEST OF CATTLEGUARD.  TAKE LEFT FORK AND
 CC0831'FOLLOW MAIN ROAD WEST-SOUTHWEST FOR 1.9 MILES TO A BEND IN ROAD.
 CC0831'CONTINUE SOUTH FOR 1.0 MILE TO TRAIL CROSSING.  THENCE
 CC0831'SOUTH-SOUTHWEST FOR 0.15 MILE TO ROAD FORK.  TAKE LEFT
 CC0831'FORK SOUTHEAST FOR 0.95 MILE TO ROAD FORK, THENCE LEFT
 CC0831'(SOUTHEAST) FOR 0.1 MILE TO ROAD FORK, THENCE LEFT (SOUTHEAST)
 CC0831'FOR 0.05 MILE TO TOP OF HILL AND STATION SITE.
 CC0831'
 CC0831'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE
 CC0831'POST THAT PROJECTS 0.3 FOOT.  THE DISK IS STAMPED ROSS 1922.
 CC0831'
 CC0831'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK DISK
 CC0831'SET IN A CONCRETE POST.  THE DISK IS UNSTAMPED.  (THE CONCRETE
 CC0831'POST IS 0.2 FOOT BELOW THE SURFACE OF THE GROUND AND AT THE
 CC0831'SOUTH EDGE OF ROAD).
 CC0831'
 CC0831'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK SET
 CC0831'IN A CONCRETE POST THAT PROJECTS 0.4 FOOT.  THE DISK IS STAMPED
 CC0831'ROSS NO. 2 1943.
 CC0831'
 CC0831'AZIMUTH MARK--A USC AND GS AZIMUTH MARK DISK SET IN A CONCRETE
 CC0831'POST.  THE DISK IS SET FLUSH WITH GROUND AND STAMPED ROSS 1943.
 CC0831'THE AZIMUTH MARK IS ON THE NORTHEAST ONE OF TWO LOW HILLS
 CC0831'ABOUT 0.3 MILE NORTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0492 ***********************************************************************
 DP0492  DESIGNATION -  ROSS ET
 DP0492  PID         -  DP0492
 DP0492  STATE/COUNTY-  TX/KING
 DP0492  USGS QUAD   -  BUZZARD PEAK (1981)
 DP0492
 DP0492                         *CURRENT SURVEY CONTROL
 DP0492  ___________________________________________________________________
 DP0492* NAD 83(1993)-  33 34 19.92967(N)    100 02 19.49283(W)     ADJUSTED  
 DP0492* NAVD 88     -       535.9    (meters)    1758.     (feet)  VERTCON   
 DP0492  ___________________________________________________________________
 DP0492  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 DP0492  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DP0492
 DP0492  HORZ ORDER  -  SECOND
 DP0492
 DP0492.The horizontal coordinates were established by classical geodetic methods
 DP0492.and adjusted by the National Geodetic Survey in February 1996..
 DP0492
 DP0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0492
 DP0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0492
 DP0492.The geoid height was determined by GEOID03.
 DP0492
 DP0492;                    North         East     Units Scale Factor Converg.
 DP0492;SPC TXNC     - 2,212,354.542   457,151.866   MT  0.99991378   -0 50 21.2
 DP0492;SPC TXNC     - 7,258,366.53  1,499,839.08   sFT  0.99991378   -0 50 21.2
 DP0492;UTM  14      - 3,715,207.598   403,593.612   MT  0.99971458   -0 34 28.1
 DP0492
 DP0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0492!SPC TXNC     -   0.99992027  x   0.99991378  =   0.99983406
 DP0492!UTM  14      -   0.99992027  x   0.99971458  =   0.99963487
 DP0492
 DP0492:                Primary Azimuth Mark                     Grid Az
 DP0492:SPC TXNC     -  PIPE ET                                  082 35 26.2
 DP0492:UTM  14      -  PIPE ET                                  082 19 33.1
 DP0492
 DP0492|---------------------------------------------------------------------|
 DP0492| PID    Reference Object                     Distance      Geod. Az  |
 DP0492|                                                           dddmmss.s |
 DP0492| DO0936 PIPE ET                             APPROX. 7.9 KM 0814505.0 |
 DP0492| CX8119 ROSS ET RM 2                         16.969 METERS 09620     |
 DP0492| CX8118 ROSS ET RM 1                         18.216 METERS 25905     |
 DP0492|---------------------------------------------------------------------|
 DP0492
 DP0492                          SUPERSEDED SURVEY CONTROL
 DP0492
 DP0492  NAD 83(1993)-  33 34 19.93167(N)    100 02 19.49323(W) AD(       ) 2
 DP0492  NAD 83(1986)-  33 34 19.93590(N)    100 02 19.48515(W) AD(       ) 2
 DP0492  NAD 27      -  33 34 19.61679(N)    100 02 18.13153(W) AD(       ) 2
 DP0492  NGVD 29 (07/19/86)  535.7    (m)         1758.     (f) VERT ANG       
 DP0492
 DP0492.Superseded values are not recommended for survey control.
 DP0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0492.See file dsdata.txt to determine how the superseded data were derived.
 DP0492
 DP0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC0359415208(NAD 83)
 DP0492_MARKER: DD = SURVEY DISK
 DP0492_SETTING: 66 = SET IN ROCK OUTCROP
 DP0492
 DP0492  HISTORY     - Date     Condition        Report By
 DP0492  HISTORY     - 1966     MONUMENTED       USGS
 DP0492
 DP0492                          STATION DESCRIPTION
 DP0492
 DP0492'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DP0492'THE STATION IS LOCATED NORTH 20 DEG EAST ABOUT 32 MILES
 DP0492'(AIRLINE) FROM ASPERMONT, TEXAS, SOUTH 79 DEG EAST ABOUT 17 MILES
 DP0492'(AIRLINE) FROM GUTHRIE, TEXAS.  ON THE ROSS RANCH.  0.6 MILE NNW OF
 DP0492'U.S. HIGHWAY 82.  13 FEET EAST OF THE EAST EDGE OF THE NNW/SSE
 DP0492'RUNWAY OF AN AIRSTRIP.  9 FEET NORTH OF SOUTH EDGE OF MESA.  5.5
 DP0492'FEET WSW OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE
 DP0492'STATION CAN BE LOCATED FROM THE LUBBOCK (NI 14-7) 1--250,000
 DP0492'SERIES MAP.
 DP0492'
 DP0492'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DP0492'
 DP0492'STATION MARK--A USGS BRONZE TABLET SET IN A ROCK OUTCROP.  THE
 DP0492'TABLET IS FLUSH WITH THE GROUND AND STAMPED ROSS ET 1966.
 DP0492'
 DP0492'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET, SET IN A ROCK
 DP0492'OUTCROP, FLUSH WITH THE GROUND, LOCATED 59.76 FEET (18.216
 DP0492'METERS) WSW OF THE STATION MARK, AND STAMPED ROSS ET NO. 1 1966.
 DP0492'
 DP0492'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET, SET IN A ROCK
 DP0492'OUTCROP, FLUSH WITH THE GROUND, LOCATED 55.68 FEET (16.969
 DP0492'METERS) EAST OF THE STATION MARK, AND STAMPED ROSS ET NO. 2 1966.
 DP0492'
 DP0492'STATION PIPE ET IS VISIBLE FROM THE GROUND AT THIS STATION AND
 DP0492'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1089 ***********************************************************************
 CU1089  DESIGNATION -  ROSS ET
 CU1089  PID         -  CU1089
 CU1089  STATE/COUNTY-  TX/HOWARD
 CU1089  USGS QUAD   -  FORSAN (1971)
 CU1089
 CU1089                         *CURRENT SURVEY CONTROL
 CU1089  ___________________________________________________________________
 CU1089* NAD 83(1993)-  32 06 05.97427(N)    101 17 12.49913(W)     ADJUSTED  
 CU1089* NAVD 88     -       835.6    (meters)    2741.     (feet)  VERTCON   
 CU1089  ___________________________________________________________________
 CU1089  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 CU1089  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 CU1089
 CU1089  HORZ ORDER  -  THIRD
 CU1089
 CU1089.The horizontal coordinates were established by classical geodetic methods
 CU1089.and adjusted by the National Geodetic Survey in February 1996..
 CU1089
 CU1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1089
 CU1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1089
 CU1089.The geoid height was determined by GEOID03.
 CU1089
 CU1089;                    North         East     Units Scale Factor Converg.
 CU1089;SPC TXNC     - 2,051,726.732   336,985.478   MT  1.00000892   -1 31 11.7
 CU1089;SPC TXNC     - 6,731,373.45  1,105,593.19   sFT  1.00000892   -1 31 11.7
 CU1089;SPC TX C     - 3,270,336.249   609,998.154   MT  1.00006595   -0 29 27.9
 CU1089;SPC TX C     -10,729,428.18  2,001,302.28   sFT  1.00006595   -0 29 27.9
 CU1089;UTM  14      - 3,553,993.181   284,212.559   MT  1.00017428   -1 12 56.6
 CU1089
 CU1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1089!SPC TXNC     -   0.99987278  x   1.00000892  =   0.99988169
 CU1089!SPC TX C     -   0.99987278  x   1.00006595  =   0.99993872
 CU1089!UTM  14      -   0.99987278  x   1.00017428  =   1.00004703
 CU1089
 CU1089:                Primary Azimuth Mark                     Grid Az
 CU1089:SPC TXNC     -  G10 SEC                                  255 16 24.0
 CU1089:SPC TX C     -  G10 SEC                                  254 14 40.2
 CU1089:UTM  14      -  G10 SEC                                  254 58 08.9
 CU1089
 CU1089|---------------------------------------------------------------------|
 CU1089| PID    Reference Object                     Distance      Geod. Az  |
 CU1089|                                                           dddmmss.s |
 CU1089| CU1090 G10 SEC                             APPROX. 4.3 KM 2534512.3 |
 CU1089|---------------------------------------------------------------------|
 CU1089
 CU1089                          SUPERSEDED SURVEY CONTROL
 CU1089
 CU1089  NAD 83(1986)-  32 06 05.97909(N)    101 17 12.49235(W) AD(       ) 3
 CU1089  NAD 27      -  32 06 05.51893(N)    101 17 11.04547(W) AD(       ) 3
 CU1089  NGVD 29 (07/19/86)  835.3    (m)         2740.     (f) VERT ANG       
 CU1089
 CU1089.Superseded values are not recommended for survey control.
 CU1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1089.See file dsdata.txt to determine how the superseded data were derived.
 CU1089
 CU1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA8421353993(NAD 83)
 CU1089_MARKER: DD = SURVEY DISK
 CU1089_SETTING: 0 = UNSPECIFIED SETTING
 CU1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1089
 CU1089  HISTORY     - Date     Condition        Report By
 CU1089  HISTORY     - 1962     MONUMENTED       USGS
 CU1089
 CU1089                          STATION DESCRIPTION
 CU1089
 CU1089'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CU1089'STATION LOCATED ABOUT 4.5 MI. E. OF FORSAN, 0.35 MI. N. OF FARM TO
 CU1089'MARKET ROAD 821, ON TOP OF HILL 430 FT. SW. OF STORAGE TANK.
 CU1089'
 CU1089'TO REACH FROM FORSAN POST OFFICE, GO S. 1.3 MI., TURN LEFT AND FOLLOW
 CU1089'ROAD 821 E. 4.5 MI. TO GRAVEL RD. N., TURN LEFT AND FOLLOW GRAVEL RD.
 CU1089'N. AND E. 0.15 MI. TO HOUSE, CONTINUE N. 0.2 MI. TO HILL TOP AND
 CU1089'STATION.
 CU1089'
 CU1089'STATION MARK--STANDARD ALUMINUM TABLET SET IN CONCRETE POST PROJECTING
 CU1089'0.2 FT., STAMPED ---ROSS-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5286 ***********************************************************************
 AH5286  DESIGNATION -  ROSS ET
 AH5286  PID         -  AH5286
 AH5286  STATE/COUNTY-  TX/BROWN
 AH5286  USGS QUAD   -  MAY (1977)
 AH5286
 AH5286                         *CURRENT SURVEY CONTROL
 AH5286  ___________________________________________________________________
 AH5286* NAD 83(1993)-  31 55 01.11608(N)    098 54 12.82712(W)     ADJUSTED  
 AH5286* NAVD 88     -       594.9    (meters)    1952.     (feet)  VERTCON   
 AH5286  ___________________________________________________________________
 AH5286  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AH5286  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH5286
 AH5286  HORZ ORDER  -  THIRD
 AH5286
 AH5286.The horizontal coordinates were established by classical geodetic methods
 AH5286.and adjusted by the National Geodetic Survey in July 1998..
 AH5286
 AH5286.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5286
 AH5286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5286
 AH5286.The geoid height was determined by GEOID03.
 AH5286
 AH5286;                    North         East     Units Scale Factor Converg.
 AH5286;SPC TX C     - 3,250,339.875   835,222.603   MT  1.00000921   +0 44 11.1
 AH5286;SPC TX C     -10,663,823.41  2,740,226.16   sFT  1.00000921   +0 44 11.1
 AH5286;UTM  14      - 3,531,237.302   509,117.182   MT  0.99960103   +0 03 03.5
 AH5286
 AH5286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5286!SPC TX C     -   0.99991077  x   1.00000921  =   0.99991998
 AH5286!UTM  14      -   0.99991077  x   0.99960103  =   0.99951183
 AH5286
 AH5286                          SUPERSEDED SURVEY CONTROL
 AH5286
 AH5286  NGVD 29 (07/28/98)  594.8    (m)         1951.     (f) VERT ANG       
 AH5286
 AH5286.Superseded values are not recommended for survey control.
 AH5286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5286.See file dsdata.txt to determine how the superseded data were derived.
 AH5286
 AH5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0911731237(NAD 83)
 AH5286_MARKER: DS = TRIANGULATION STATION DISK
 AH5286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5286_PROJECTION: FLUSH
 AH5286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5286+STABILITY: SURFACE MOTION
 AH5286
 AH5286  HISTORY     - Date     Condition        Report By
 AH5286  HISTORY     - 1965     MONUMENTED       USGS
 AH5286
 AH5286                          STATION DESCRIPTION
 AH5286
 AH5286'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5286'STATION IS LOCATED 4.0 MI. S. AND 1.0 MI. E. OF TOWN OF MAY, BROWN
 AH5286'COUNTY, TEXAS, NEAR W. END OF POINT OF A PROMINENT RIDGE, ON LAND
 AH5286'OWNED BY MR. B. U. ROSS.
 AH5286'TO REACH FROM THE POST OFFICE IN MAY, DRIVE S. ON U.S. HIGHWAY NO.
 AH5286'183, 4.3 MI. TO THE B. U. ROSS RESIDENCE ON LEFT, AFTER GETTING
 AH5286'PERMISSION, DRIVE E. ON MAIN RANCH RD. 0.7 MI. TO OLD ROCK HOUSE, BEAR
 AH5286'LEFT 0.2 MI. CLIMBING HILL TO TWO WIRE GATES ON RIGHT, PASS THRU RIGHT
 AH5286'HAND GATE AND BEAR SW. 0.1 MI. TO STATION.
 AH5286'STATION MARK--STANDARD ALUMINUM TABLET SET IN TOP OF CONCRETE POST
 AH5286'PROJECTING 0.3 FT. ABOVE GROUND, STAMPED---ROSS ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2666 ***********************************************************************
 CS2666  DESIGNATION -  ROSSER VALLEY FARMS WATER TANK
 CS2666  PID         -  CS2666
 CS2666  STATE/COUNTY-  TX/KAUFMAN
 CS2666  USGS QUAD   -  ROSSER (1963)
 CS2666
 CS2666                         *CURRENT SURVEY CONTROL
 CS2666  ___________________________________________________________________
 CS2666* NAD 83(1993)-  32 27 12.70953(N)    096 26 17.12491(W)     ADJUSTED  
 CS2666* NAVD 88     -                                                        
 CS2666  ___________________________________________________________________
 CS2666  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 CS2666  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS2666
 CS2666  HORZ ORDER  -  THIRD
 CS2666
 CS2666.The horizontal coordinates were established by classical geodetic methods
 CS2666.and adjusted by the National Geodetic Survey in February 1996..
 CS2666
 CS2666
 CS2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2666
 CS2666.The geoid height was determined by GEOID03.
 CS2666
 CS2666;                    North         East     Units Scale Factor Converg.
 CS2666;SPC TXNC     - 2,089,158.532   793,844.524   MT  0.99992672   +1 07 28.4
 CS2666;SPC TXNC     - 6,854,180.95  2,604,471.58   sFT  0.99992672   +1 07 28.4
 CS2666;UTM  14      - 3,593,598.250   740,821.643   MT  1.00031522   +1 22 31.5
 CS2666
 CS2666                          SUPERSEDED SURVEY CONTROL
 CS2666
 CS2666  NAD 83(1986)-  32 27 12.71671(N)    096 26 17.10803(W) AD(       ) 4
 CS2666  NAD 27      -  32 27 12.21100(N)    096 26 16.16400(W) AD(       ) 3
 CS2666
 CS2666.Superseded values are not recommended for survey control.
 CS2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2666.See file dsdata.txt to determine how the superseded data were derived.
 CS2666
 CS2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4082293598(NAD 83)
 CS2666_MARKER: 51 = TANK
 CS2666
 CS2666  HISTORY     - Date     Condition        Report By
 CS2666  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2666
 CS2666                          STATION DESCRIPTION
 CS2666
 CS2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2666'THE STATION IS LOCATED ABOUT 14 MILES EAST OF THE JUNCTION OF
 CS2666'U.S. HIGHWAY 75 AND STATE HIGHWAY 34 IN ENNIS, ABOUT 1/4
 CS2666'MILE SOUTHWEST OF THE VILLAGE OF VALLEY FARMS AND ABOUT 800
 CS2666'FEET EAST OF STATE HIGHWAY 34.  IT IS A 4-LEGGED, SILVER-PAINTED,
 CS2666'STEEL WATER TANK ABOUT 80 FEET HIGH AND IS OWNED BY MR. S.C.
 CS2666'PRATT.
 CS2666'
 CS2666'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2666'
 CS2666'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 CS2666'HIGHWAY 34 IN ENNIS GO NORTHEAST ON STATE HIGHWAY 34 FOR 14
 CS2666'MILES T O STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2669 ***********************************************************************
 CS2669  DESIGNATION -  ROSSER VALLEY FARMS ELEVATOR
 CS2669  PID         -  CS2669
 CS2669  STATE/COUNTY-  TX/KAUFMAN
 CS2669  USGS QUAD   -  ROSSER (1963)
 CS2669
 CS2669                         *CURRENT SURVEY CONTROL
 CS2669  ___________________________________________________________________
 CS2669* NAD 83(1993)-  32 27 15.60631(N)    096 26 22.13274(W)     ADJUSTED  
 CS2669* NAVD 88     -                                                        
 CS2669  ___________________________________________________________________
 CS2669  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CS2669  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS2669
 CS2669  HORZ ORDER  -  THIRD
 CS2669
 CS2669.The horizontal coordinates were established by classical geodetic methods
 CS2669.and adjusted by the National Geodetic Survey in February 1996..
 CS2669
 CS2669
 CS2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2669
 CS2669.The geoid height was determined by GEOID03.
 CS2669
 CS2669;                    North         East     Units Scale Factor Converg.
 CS2669;SPC TXNC     - 2,089,245.175   793,712.014   MT  0.99992657   +1 07 25.7
 CS2669;SPC TXNC     - 6,854,465.21  2,604,036.83   sFT  0.99992657   +1 07 25.7
 CS2669;UTM  14      - 3,593,684.345   740,688.703   MT  1.00031443   +1 22 28.9
 CS2669
 CS2669                          SUPERSEDED SURVEY CONTROL
 CS2669
 CS2669  NAD 83(1986)-  32 27 15.61353(N)    096 26 22.11583(W) AD(       ) 4
 CS2669  NAD 27      -  32 27 15.11300(N)    096 26 21.17200(W) AD(       ) 3
 CS2669
 CS2669.Superseded values are not recommended for survey control.
 CS2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2669.See file dsdata.txt to determine how the superseded data were derived.
 CS2669
 CS2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4068993684(NAD 83)
 CS2669_MARKER: 65 = GRAIN ELEVATOR
 CS2669
 CS2669  HISTORY     - Date     Condition        Report By
 CS2669  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2669
 CS2669                          STATION DESCRIPTION
 CS2669
 CS2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2669'THE STATION IS LOCATED ABOUT 14 MILES EAST OF THE JUNCTION
 CS2669'OF U.S. HIGHWAY 75 AND STATE HIGHWAY 34 IN ENNIS, ABOUT 1/4
 CS2669'MILE SOUTHWEST OF THE VILLAGE OF VALLEY FARMS AND ABOUT 400
 CS2669'FEET EAST OF STATE HIGHWAY 34.  THE ELEVATOR IS WHITE IN COLOR,
 CS2669'CONSTRUCTED OF REINFORCED CONCRETE AND ABOUT 100 FEET HIGH.
 CS2669'IT IS OWNED BY MR. S.C. PRATT.
 CS2669'
 CS2669'THE POINT INTERSECTED WAS THE CENTER OF THE FLAT TOP OF
 CS2669'THE BUILDING.
 CS2669'
 CS2669'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY
 CS2669'34 IN ENNIS GO NORTHEAST ON STATE HIGHWAY 34 FOR 14 MILES
 CS2669'TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1016 ***********************************************************************
 CU1016  DESIGNATION -  ROSSON
 CU1016  PID         -  CU1016
 CU1016  STATE/COUNTY-  TX/SCURRY
 CU1016  USGS QUAD   -  HERMLEIGH (1979)
 CU1016
 CU1016                         *CURRENT SURVEY CONTROL
 CU1016  ___________________________________________________________________
 CU1016* NAD 83(1993)-  32 43 11.47681(N)    100 51 20.92805(W)     ADJUSTED  
 CU1016* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 CU1016  ___________________________________________________________________
 CU1016  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 CU1016  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CU1016
 CU1016  HORZ ORDER  -  THIRD
 CU1016
 CU1016.The horizontal coordinates were established by classical geodetic methods
 CU1016.and adjusted by the National Geodetic Survey in February 1996..
 CU1016
 CU1016.The orthometric height was scaled from a topographic map.
 CU1016
 CU1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1016
 CU1016.The geoid height was determined by GEOID03.
 CU1016
 CU1016;                    North         East     Units Scale Factor Converg.
 CU1016;SPC TXNC     - 2,119,263.884   379,191.506   MT  0.99988928   -1 17 05.5
 CU1016;SPC TXNC     - 6,952,951.59  1,244,064.13   sFT  0.99988928   -1 17 05.5
 CU1016;UTM  14      - 3,621,753.518   326,079.114   MT  0.99997299   -1 00 12.2
 CU1016
 CU1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1016!SPC TXNC     -   0.99988925  x   0.99988928  =   0.99977854
 CU1016!UTM  14      -   0.99988925  x   0.99997299  =   0.99986224
 CU1016
 CU1016:                Primary Azimuth Mark                     Grid Az
 CU1016:SPC TXNC     -  DONALDSON                                222 43 14.8
 CU1016:UTM  14      -  DONALDSON                                222 26 21.5
 CU1016
 CU1016|---------------------------------------------------------------------|
 CU1016| PID    Reference Object                     Distance      Geod. Az  |
 CU1016|                                                           dddmmss.s |
 CU1016| CU1030 DONALDSON                           APPROX. 9.8 KM 2212609.3 |
 CU1016|---------------------------------------------------------------------|
 CU1016
 CU1016                          SUPERSEDED SURVEY CONTROL
 CU1016
 CU1016  NAD 83(1986)-  32 43 11.48203(N)    100 51 20.91891(W) AD(       ) 3
 CU1016  NAD 27      -  32 43 11.08839(N)    100 51 19.49726(W) AD(       ) 3
 CU1016
 CU1016.Superseded values are not recommended for survey control.
 CU1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1016.See file dsdata.txt to determine how the superseded data were derived.
 CU1016
 CU1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2607921754(NAD 83)
 CU1016_MARKER: DD = SURVEY DISK
 CU1016_SETTING: 0 = UNSPECIFIED SETTING
 CU1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1016
 CU1016  HISTORY     - Date     Condition        Report By
 CU1016  HISTORY     - 1949     MONUMENTED       USGS
 CU1016
 CU1016                          STATION DESCRIPTION
 CU1016
 CU1016'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 CU1016'SNYDER, 3.5 MI. E. OF COURTHOUSE AT, ON LAND OWNED AND OCCUPIED BY
 CU1016'MR. J. M. ROSSON.  TO REACH FROM COURTHOUSE AT SNYDER, GO E. ALONG
 CU1016'U.S. HIGHWAY 180 AND 84 1.1 MI. TO CROSSROADS, GO N. 0.2 MI. TO T-RD.
 CU1016'E., GO E. ALONG GRADED RD. 2.4 MI. TO POINT WHERE RD. TOPS HILL AND
 CU1016'TRAIL LEADS N. INTO FIELD, GO N. ALONG TRAIL 0.1 MI. TO TOP OF HILL
 CU1016'AND STATION.  STATION IS 374 FT. N. AND 76 FT. E. OF CENTERLINE RD.
 CU1016'AT TRAIL N. INTO FIELD.  STATION IS INSIDE HIGHEST TERRACE AT RADIUS
 CU1016'POINT OF 32 FT. FROM TERRACE NE. AND NW.
 CU1016'
 CU1016'STATION MARK--STANDARD TABLET IN CONCRETE POST STAMPED ---ROSSON
 CU1016'1949--- AND SET 2 FT. UNDER SURFACE OF GROUND.
 CU1016'
 CU1016'REFERENCE MARK NO. 1--STANDARD TABLET, 285.34 FT. SE. OF STATION, 1
 CU1016'FT. S. OF N. RIGHT-OF-WAY FENCE, IN CONCRETE POST, STAMPED ---ROSSON
 CU1016'NO. 1 1949---.
 CU1016'
 CU1016'REFERENCE MARK NO. 2--STANDARD TABLET, 425.90 FT. SW. OF STATION, 29
 CU1016'FT. W. AND 1 FT. N. OF OLD FENCE CORNER OF T-FENCE N., IN CONCRETE
 CU1016'POST, STAMPED ---ROSSON NO. 2 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0130 ***********************************************************************
 CU0130  DESIGNATION -  ROTAN
 CU0130  PID         -  CU0130
 CU0130  STATE/COUNTY-  TX/FISHER
 CU0130  USGS QUAD   -  ROTAN (1981)
 CU0130
 CU0130                         *CURRENT SURVEY CONTROL
 CU0130  ___________________________________________________________________
 CU0130* NAD 83(1993)-  32 51 12.66564(N)    100 27 43.37306(W)     ADJUSTED  
 CU0130* NAVD 88     -       609.414  (meters)    1999.39   (feet)  ADJUSTED  
 CU0130  ___________________________________________________________________
 CU0130  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CU0130  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CU0130  DYNAMIC HT  -         608.620 (meters)    1996.78  (feet)  COMP
 CU0130  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 CU0130
 CU0130  HORZ ORDER  -  THIRD
 CU0130  VERT ORDER  -  SECOND    CLASS 0
 CU0130
 CU0130.The horizontal coordinates were established by classical geodetic methods
 CU0130.and adjusted by the National Geodetic Survey in February 1996..
 CU0130
 CU0130.The orthometric height was determined by differential leveling
 CU0130.and adjusted by the National Geodetic Survey in June 1991..
 CU0130
 CU0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0130
 CU0130.The geoid height was determined by GEOID03.
 CU0130
 CU0130.The dynamic height is computed by dividing the NAVD 88
 CU0130.geopotential number by the normal gravity value computed on the
 CU0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0130.degrees latitude (g = 980.6199 gals.).
 CU0130
 CU0130.The modeled gravity was interpolated from observed gravity values.
 CU0130
 CU0130;                    North         East     Units Scale Factor Converg.
 CU0130;SPC TXNC     - 2,133,324.469   416,370.889   MT  0.99987857   -1 04 12.3
 CU0130;SPC TXNC     - 6,999,082.03  1,366,043.49   sFT  0.99987857   -1 04 12.3
 CU0130;UTM  14      - 3,635,995.213   363,190.164   MT  0.99983079   -0 47 35.8
 CU0130
 CU0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0130!SPC TXNC     -   0.99990872  x   0.99987857  =   0.99978730
 CU0130!UTM  14      -   0.99990872  x   0.99983079  =   0.99973952
 CU0130
 CU0130|---------------------------------------------------------------------|
 CU0130| PID    Reference Object                     Distance      Geod. Az  |
 CU0130|                                                           dddmmss.s |
 CU0130| CU0131 ROTAN RM 2                           53.975 METERS 08143     |
 CU0130| CX8120 ROTAN AZ MK                                        1072238.4 |
 CU0130| CU0900 ROBY COURTHOUSE DOME                APPROX.14.4 KM 1462350.7 |
 CU0130| CU0899 ROBY MUNICIPAL TANK                 APPROX.13.8 KM 1474604.9 |
 CU0130| CU0908 ROTAN MUNICIPAL TANK                  9.604 METERS 25755     |
 CU0130| CU0132 ROTAN RM 1                           45.152 METERS 34450     |
 CU0130|---------------------------------------------------------------------|
 CU0130
 CU0130                          SUPERSEDED SURVEY CONTROL
 CU0130
 CU0130  NAD 83(1993)-  32 51 12.67062(N)    100 27 43.36633(W) AD(       ) 3
 CU0130  NAD 83(1986)-  32 51 12.67126(N)    100 27 43.36444(W) AD(       ) 3
 CU0130  NAD 27      -  32 51 12.29400(N)    100 27 41.97200(W) AD(       ) 3
 CU0130  NGVD 29 (??/??/92)  609.166  (m)         1998.57   (f) ADJ UNCH    2 0
 CU0130
 CU0130.Superseded values are not recommended for survey control.
 CU0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0130.See file dsdata.txt to determine how the superseded data were derived.
 CU0130
 CU0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6319035995(NAD 83)
 CU0130_MARKER: DS = TRIANGULATION STATION DISK
 CU0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0130_STAMPING: ROTAN 1935
 CU0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0130+STABILITY: SURFACE MOTION
 CU0130
 CU0130  HISTORY     - Date     Condition        Report By
 CU0130  HISTORY     - 1935     MONUMENTED       CGS
 CU0130  HISTORY     - 1938     GOOD             TXHD
 CU0130  HISTORY     - 1958     GOOD             CGS
 CU0130  HISTORY     - 1961     GOOD             NGS
 CU0130
 CU0130                          STATION DESCRIPTION
 CU0130
 CU0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0130'STATION IS LOCATED ON CITY PROPERTY OF ROTAN, 31.5 FEET E OF
 CU0130'APPROXIMATE CENTER OF STANDPIPE OF WATER TANK (MUNICIPAL) ON
 CU0130'HIGHEST POINT IN EASTERN PART OF TOWN.
 CU0130'
 CU0130'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CU0130'STANDARD BRONZE DISKS SET IN CONCRETE.
 CU0130'
 CU0130'REFERENCE MARK NO. 1 IS N OF STATION AND 24 FEET S OF CENTER
 CU0130'LINE OF E-W STREET.
 CU0130'
 CU0130'REFERENCE MARK NO. 2 IS E OF STATION AND 20 FEET W OF CENTER
 CU0130'LINE OF N-S STREET.
 CU0130'
 CU0130'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE ESE OF STATION, 30 FEET
 CU0130'W OF CENTER LINE OF N-S ROAD, AND 15 FEET N OF CENTER LINE OF
 CU0130'E-W ROAD.
 CU0130'
 CU0130'REACHED FROM STATION BY GOING 1/2 BLOCK S, TURN E ON HIGHWAY
 CU0130'AND GO 0.5 MILE, TURN RIGHT (S) AND GO 0.2 MILE TO CROSSROADS.
 CU0130'
 CU0130'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CU0130
 CU0130                          STATION RECOVERY (1938)
 CU0130
 CU0130'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0130'DESCRIPTION IS SATISFACTORY.  DID NOT RECOVER REFERENCE MARKS OR
 CU0130'AZIMUTH MARK.
 CU0130
 CU0130                          STATION RECOVERY (1958)
 CU0130
 CU0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0130'STATION RECOVERED AT THE SOUTHWEST ONE OF TWO CITY WATER TANKS.
 CU0130'THE STATION MARK, R.M. NO. 2 AND THE AZIMUTH MARK WERE FOUND IN
 CU0130'GOOD CONDITION.  R.M. NO. 1 WAS FOUND TO BE TILTED.  THIS MARK
 CU0130'WAS RESET NEAR ITS ORIGINAL LOCATION BUT THE DIRECTION WAS NOT
 CU0130'OBSERVED AS THE AZIMUTH MARK WAS NOT VISABLE FROM THE GROUND.
 CU0130'
 CU0130'THE AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF THE GOLF COARSE.
 CU0130'THE MARK IS 75 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 CU0130'ROAD AND 40 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD.
 CU0130'THESE MEASUREMENTS DO NOT CHECK WITH THE ORIGINAL DESCRIPTION
 CU0130'BUT ITS DIRECTION COULD NOT BE CHECKED SINCE IT WAS NOT V.G.
 CU0130
 CU0130                          STATION RECOVERY (1961)
 CU0130
 CU0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0130'0.2 MI NE FROM ROTAN.
 CU0130'ABOUT 0.2 MILE NORTHEAST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0130'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 236 FEET NORTHWEST
 CU0130'ALONG GENEVIEVE AVENUE, 195 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CU0130'AVENUE, 7 FEET NORTHEAST OF A WIRE MESH FENCE AROUND A WATER TOWER,
 CU0130'177.0 FEET SOUTHWEST OF ROTAN R.M. 2, 148.0 FEET SOUTHEAST OF ROTAN
 CU0130'R.M. 1, 34 FEET WEST OF A POWER POLE, 32 FEET NORTHWEST OF THE CENTER
 CU0130'LINE OF AN ALLEY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 CU0130'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0908 ***********************************************************************
 CU0908  DESIGNATION -  ROTAN MUNICIPAL TANK
 CU0908  PID         -  CU0908
 CU0908  STATE/COUNTY-  TX/FISHER
 CU0908  USGS QUAD   -  ROTAN (1981)
 CU0908
 CU0908                         *CURRENT SURVEY CONTROL
 CU0908  ___________________________________________________________________
 CU0908* NAD 83(1993)-  32 51 12.60038(N)    100 27 43.73423(W)     ADJUSTED  
 CU0908* NAVD 88     -                                                        
 CU0908  ___________________________________________________________________
 CU0908  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CU0908  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CU0908
 CU0908  HORZ ORDER  -  THIRD
 CU0908
 CU0908.The horizontal coordinates were established by classical geodetic methods
 CU0908.and adjusted by the National Geodetic Survey in February 1996..
 CU0908
 CU0908
 CU0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0908
 CU0908.The geoid height was determined by GEOID03.
 CU0908
 CU0908;                    North         East     Units Scale Factor Converg.
 CU0908;SPC TXNC     - 2,133,322.635   416,361.463   MT  0.99987857   -1 04 12.5
 CU0908;SPC TXNC     - 6,999,076.01  1,366,012.57   sFT  0.99987857   -1 04 12.5
 CU0908;UTM  14      - 3,635,993.333   363,180.747   MT  0.99983082   -0 47 36.0
 CU0908
 CU0908                          SUPERSEDED SURVEY CONTROL
 CU0908
 CU0908  NAD 83(1993)-  32 51 12.60536(N)    100 27 43.72748(W) AD(       ) 4
 CU0908  NAD 83(1986)-  32 51 12.60596(N)    100 27 43.72555(W) AD(       ) 4
 CU0908  NAD 27      -  32 51 12.22900(N)    100 27 42.33300(W) AD(       ) 3
 CU0908
 CU0908.Superseded values are not recommended for survey control.
 CU0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0908.See file dsdata.txt to determine how the superseded data were derived.
 CU0908
 CU0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6318135993(NAD 83)
 CU0908_MARKER: 51 = TANK
 CU0908
 CU0908  HISTORY     - Date     Condition        Report By
 CU0908  HISTORY     - 1935     FIRST OBSERVED   CGS
 CU0908  HISTORY     - 1968     GOOD             CGS
 CU0908
 CU0908                          STATION DESCRIPTION
 CU0908
 CU0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0908'OBJECT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK IN TOWN
 CU0908'OF ROTAN.  IT IS ABOUT 110 FEET TALL AND IS LOCATED IN THE
 CU0908'EASTERN PART OF TOWN.
 CU0908
 CU0908                          STATION RECOVERY (1968)
 CU0908
 CU0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0908'STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1935.  THE
 CU0908'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0912 ***********************************************************************
 CU0912  DESIGNATION -  ROTAN NATIONAL GYPSUM CO TANK
 CU0912  PID         -  CU0912
 CU0912  STATE/COUNTY-  TX/FISHER
 CU0912  USGS QUAD   -  ROTAN (1981)
 CU0912
 CU0912                         *CURRENT SURVEY CONTROL
 CU0912  ___________________________________________________________________
 CU0912* NAD 83(1993)-  32 50 16.13807(N)    100 27 14.48343(W)     ADJUSTED  
 CU0912* NAVD 88     -                                                        
 CU0912  ___________________________________________________________________
 CU0912  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CU0912  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CU0912
 CU0912  HORZ ORDER  -  THIRD
 CU0912
 CU0912.The horizontal coordinates were established by classical geodetic methods
 CU0912.and adjusted by the National Geodetic Survey in February 1996..
 CU0912
 CU0912
 CU0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0912
 CU0912.The geoid height was determined by GEOID03.
 CU0912
 CU0912;                    North         East     Units Scale Factor Converg.
 CU0912;SPC TXNC     - 2,131,569.593   417,089.472   MT  0.99987955   -1 03 56.6
 CU0912;SPC TXNC     - 6,993,324.57  1,368,401.04   sFT  0.99987955   -1 03 56.6
 CU0912;UTM  14      - 3,634,243.917   363,917.186   MT  0.99982834   -0 47 18.9
 CU0912
 CU0912                          SUPERSEDED SURVEY CONTROL
 CU0912
 CU0912  NAD 83(1993)-  32 50 16.14300(N)    100 27 14.47649(W) AD(       ) 4
 CU0912  NAD 83(1986)-  32 50 16.14367(N)    100 27 14.47408(W) AD(       ) 4
 CU0912  NAD 27      -  32 50 15.76438(N)    100 27 13.08182(W) AD(       ) 3
 CU0912
 CU0912.Superseded values are not recommended for survey control.
 CU0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0912.See file dsdata.txt to determine how the superseded data were derived.
 CU0912
 CU0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6391734244(NAD 83)
 CU0912_MARKER: 53 = ELEVATED TANK
 CU0912
 CU0912  HISTORY     - Date     Condition        Report By
 CU0912  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0912
 CU0912                          STATION DESCRIPTION
 CU0912
 CU0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0912'IT IS A STEEL TANK SUPPORTED BY FOUR STEEL LEGS, PAINTED SILVER
 CU0912'AND IS ABOUT 125 FEET HIGH.  THE POINT INTERSECTED IS THE
 CU0912'TOP-CENTER OF THE TANK.
 CU0912'
 CU0912'TO REACH FROM THE STOP LIGHT AT THE INTERSECTION OF STATE HIGHWAYS
 CU0912'70 AND 92 IN ROTAN, GO SOUTHEAST ON STATE HIGHWAY 70 FOR 0.35 MILE
 CU0912'TO A PAVED CROSSROAD, TURN RIGHT AND GO SOUTHERLY ON A PAVED ROAD
 CU0912'FOR 0.75 MILE TO THE PLANT HEADQUARTERS AND THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0913 ***********************************************************************
 CU0913  DESIGNATION -  ROTAN NE MUN TANK
 CU0913  PID         -  CU0913
 CU0913  STATE/COUNTY-  TX/FISHER
 CU0913  USGS QUAD   -  ROTAN (1981)
 CU0913
 CU0913                         *CURRENT SURVEY CONTROL
 CU0913  ___________________________________________________________________
 CU0913* NAD 83(1993)-  32 51 49.03009(N)    100 27 35.38878(W)     ADJUSTED  
 CU0913* NAVD 88     -                                                        
 CU0913  ___________________________________________________________________
 CU0913  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CU0913  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CU0913
 CU0913  HORZ ORDER  -  THIRD
 CU0913
 CU0913.The horizontal coordinates were established by classical geodetic methods
 CU0913.and adjusted by the National Geodetic Survey in February 1996..
 CU0913
 CU0913
 CU0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0913
 CU0913.The geoid height was determined by GEOID03.
 CU0913
 CU0913;                    North         East     Units Scale Factor Converg.
 CU0913;SPC TXNC     - 2,134,440.510   416,599.330   MT  0.99987798   -1 04 08.0
 CU0913;SPC TXNC     - 7,002,743.57  1,366,792.97   sFT  0.99987798   -1 04 08.0
 CU0913;UTM  14      - 3,637,112.291   363,413.202   MT  0.99983003   -0 47 32.2
 CU0913
 CU0913                          SUPERSEDED SURVEY CONTROL
 CU0913
 CU0913  NAD 83(1993)-  32 51 49.03501(N)    100 27 35.38236(W) AD(       ) 4
 CU0913  NAD 83(1986)-  32 51 49.03572(N)    100 27 35.37956(W) AD(       ) 4
 CU0913  NAD 27      -  32 51 48.66000(N)    100 27 33.98604(W) AD(       ) 3
 CU0913
 CU0913.Superseded values are not recommended for survey control.
 CU0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0913.See file dsdata.txt to determine how the superseded data were derived.
 CU0913
 CU0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6341337112(NAD 83)
 CU0913_MARKER: 53 = ELEVATED TANK
 CU0913
 CU0913  HISTORY     - Date     Condition        Report By
 CU0913  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0913
 CU0913                          STATION DESCRIPTION
 CU0913
 CU0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0913'IT IS A STEEL TANK SUPPORTED BY FOUR STEEL LEGS PAINTED SILVER AND
 CU0913'IS ABOUT 130 FEET HIGH.  THE POINT INTERSECTED IS THE TOP-CENTER OF
 CU0913'THE TANK.
 CU0913'
 CU0913'TO REACH FROM THE STOP LIGHT AT THE JUNCTION OF STATE HIGHWAYS 70
 CU0913'AND 92 IN ROTAN, GO EAST ON STATE HIGHWAY 92 FOR 0.45 MILE TO
 CU0913'LAKEVIEW AVENUE, TURN LEFT AND GO NORTH ON LAKEVIEW AVENUE FOR 0.1
 CU0913'MILE TO BEAUREGARD STREET, TURN RIGHT AND GO EAST ON BEAUREGARD
 CU0913'STREET FOR 0.15 MILE TO ELIZABETH AVENUE, TURN LEFT AND GO NORTH
 CU0913'ON ELIZABETH AVENUE FOR 0.5 MILE TO THE TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0132 ***********************************************************************
 CU0132  DESIGNATION -  ROTAN RM 1
 CU0132  PID         -  CU0132
 CU0132  STATE/COUNTY-  TX/FISHER
 CU0132  USGS QUAD   -  ROTAN (1981)
 CU0132
 CU0132                         *CURRENT SURVEY CONTROL
 CU0132  ___________________________________________________________________
 CU0132* NAD 83(1986)-  32 51 12.     (N)    100 27 42.     (W)     SCALED    
 CU0132* NAVD 88     -       606.032  (meters)    1988.29   (feet)  ADJUSTED  
 CU0132  ___________________________________________________________________
 CU0132  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CU0132  DYNAMIC HT  -         605.243 (meters)    1985.70  (feet)  COMP
 CU0132  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 CU0132
 CU0132  VERT ORDER  -  SECOND    CLASS 0
 CU0132
 CU0132.The horizontal coordinates were scaled from a topographic map and have
 CU0132.an estimated accuracy of +/- 6 seconds.
 CU0132
 CU0132.The orthometric height was determined by differential leveling
 CU0132.and adjusted by the National Geodetic Survey in June 1991..
 CU0132
 CU0132.The geoid height was determined by GEOID03.
 CU0132
 CU0132.The dynamic height is computed by dividing the NAVD 88
 CU0132.geopotential number by the normal gravity value computed on the
 CU0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0132.degrees latitude (g = 980.6199 gals.).
 CU0132
 CU0132.The modeled gravity was interpolated from observed gravity values.
 CU0132
 CU0132;                    North         East    Units  Estimated Accuracy
 CU0132;SPC TXNC     - 2,133,300.      416,410.      MT  (+/- 180 meters Scaled)
 CU0132
 CU0132                          SUPERSEDED SURVEY CONTROL
 CU0132
 CU0132  NGVD 29 (??/??/92)  605.784  (m)         1987.48   (f) ADJ UNCH    2 0
 CU0132
 CU0132.Superseded values are not recommended for survey control.
 CU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0132.See file dsdata.txt to determine how the superseded data were derived.
 CU0132
 CU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB632359(NAD 83)
 CU0132_MARKER: DR = REFERENCE MARK DISK
 CU0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0132_STAMPING: ROTAN NO 1 1935
 CU0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0132+STABILITY: SURFACE MOTION
 CU0132
 CU0132  HISTORY     - Date     Condition        Report By
 CU0132  HISTORY     - 1935     MONUMENTED       CGS
 CU0132  HISTORY     - 1961     GOOD             NGS
 CU0132
 CU0132                          STATION DESCRIPTION
 CU0132
 CU0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0132'0.2 MI NE FROM ROTAN.
 CU0132'ABOUT 0.2 MILE NORTHEAST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0132'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 1 BLOCK NORTHWEST
 CU0132'ALONG GENEVIEVE AVENUE, 195 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CU0132'AVENUE, 148 FEET NORTHWEST OF ROTAN 1935, 123 FEET NORTHWEST OF A
 CU0132'STEEL CORNER POST IN A MESH WIRE FENCE AROUND A WATER TOWER, 24 FEET
 CU0132'SOUTHEAST OF THE CENTER LINE OF MEAD STREET, ABOUT 3 FEET ABOVE THE
 CU0132'LEVEL OF MEAD STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CU0132'15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0131 ***********************************************************************
 CU0131  DESIGNATION -  ROTAN RM 2
 CU0131  PID         -  CU0131
 CU0131  STATE/COUNTY-  TX/FISHER
 CU0131  USGS QUAD   -  ROTAN (1981)
 CU0131
 CU0131                         *CURRENT SURVEY CONTROL
 CU0131  ___________________________________________________________________
 CU0131* NAD 83(1986)-  32 51 12.     (N)    100 27 42.     (W)     SCALED    
 CU0131* NAVD 88     -       607.135  (meters)    1991.91   (feet)  ADJUSTED  
 CU0131  ___________________________________________________________________
 CU0131  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CU0131  DYNAMIC HT  -         606.344 (meters)    1989.31  (feet)  COMP
 CU0131  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 CU0131
 CU0131  VERT ORDER  -  SECOND    CLASS 0
 CU0131
 CU0131.The horizontal coordinates were scaled from a topographic map and have
 CU0131.an estimated accuracy of +/- 6 seconds.
 CU0131
 CU0131.The orthometric height was determined by differential leveling
 CU0131.and adjusted by the National Geodetic Survey in June 1991..
 CU0131
 CU0131.The geoid height was determined by GEOID03.
 CU0131
 CU0131.The dynamic height is computed by dividing the NAVD 88
 CU0131.geopotential number by the normal gravity value computed on the
 CU0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0131.degrees latitude (g = 980.6199 gals.).
 CU0131
 CU0131.The modeled gravity was interpolated from observed gravity values.
 CU0131
 CU0131;                    North         East    Units  Estimated Accuracy
 CU0131;SPC TXNC     - 2,133,300.      416,410.      MT  (+/- 180 meters Scaled)
 CU0131
 CU0131                          SUPERSEDED SURVEY CONTROL
 CU0131
 CU0131  NGVD 29 (??/??/92)  606.887  (m)         1991.10   (f) ADJ UNCH    2 0
 CU0131
 CU0131.Superseded values are not recommended for survey control.
 CU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0131.See file dsdata.txt to determine how the superseded data were derived.
 CU0131
 CU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB632359(NAD 83)
 CU0131_MARKER: DR = REFERENCE MARK DISK
 CU0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0131_STAMPING: ROTAN NO 2 1935
 CU0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0131+STABILITY: SURFACE MOTION
 CU0131
 CU0131  HISTORY     - Date     Condition        Report By
 CU0131  HISTORY     - 1935     MONUMENTED       CGS
 CU0131  HISTORY     - 1961     GOOD             NGS
 CU0131
 CU0131                          STATION DESCRIPTION
 CU0131
 CU0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0131'0.2 MI NE FROM ROTAN.
 CU0131'ABOUT 0.2 MILE NORTHEAST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0131'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 236 FEET NORTHWEST
 CU0131'ALONG GENEVIEVE AVENUE, 18 FEET SOUTHWEST OF THE CENTER LINE OF
 CU0131'GENEVIEVE AVENUE, 184 FEET NORTHEAST OF THE NORTHEAST WIRE MESH FENCE
 CU0131'AROUND A WATER TOWER, 177 FEET NORTHEAST OF ROTAN 1935, 15 FEET
 CU0131'NORTHWEST OF THE CENTER LINE OF AN ALLEY, 2 FEET SOUTHWEST OF A POWER
 CU0131'POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0632 ***********************************************************************
 BN0632  DESIGNATION -  ROUND
 BN0632  PID         -  BN0632
 BN0632  STATE/COUNTY-  TX/BLANCO
 BN0632  USGS QUAD   -  ROUND MOUNTAIN (1986)
 BN0632
 BN0632                         *CURRENT SURVEY CONTROL
 BN0632  ___________________________________________________________________
 BN0632* NAD 83(1993)-  30 26 58.96733(N)    098 20 15.54505(W)     ADJUSTED  
 BN0632* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 BN0632  ___________________________________________________________________
 BN0632  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 BN0632  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 BN0632
 BN0632  HORZ ORDER  -  THIRD
 BN0632
 BN0632.The horizontal coordinates were established by classical geodetic methods
 BN0632.and adjusted by the National Geodetic Survey in February 1996..
 BN0632
 BN0632.The orthometric height was scaled from a topographic map.
 BN0632
 BN0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0632
 BN0632.The geoid height was determined by GEOID03.
 BN0632
 BN0632;                    North         East     Units Scale Factor Converg.
 BN0632;SPC TX C     - 3,088,524.683   891,657.679   MT  0.99992778   +1 01 40.4
 BN0632;SPC TX C     -10,132,934.73  2,925,380.24   sFT  0.99992778   +1 01 40.4
 BN0632;SPC TXSC     - 4,290,162.004   663,620.426   MT  1.00005230   +0 19 28.2
 BN0632;SPC TXSC     -14,075,306.51  2,177,228.01   sFT  1.00005230   +0 19 28.2
 BN0632;UTM  14      - 3,368,805.205   563,592.686   MT  0.99964989   +0 20 08.4
 BN0632
 BN0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0632!SPC TX C     -   0.99993919  x   0.99992778  =   0.99986697
 BN0632!SPC TXSC     -   0.99993919  x   1.00005230  =   0.99999148
 BN0632!UTM  14      -   0.99993919  x   0.99964989  =   0.99958910
 BN0632
 BN0632|---------------------------------------------------------------------|
 BN0632| PID    Reference Object                     Distance      Geod. Az  |
 BN0632|                                                           dddmmss.s |
 BN0632| CV6165 ROUND RM 1                            6.947 METERS 02515     |
 BN0632| CV6166 ROUND RM 2                            9.928 METERS 20553     |
 BN0632|---------------------------------------------------------------------|
 BN0632
 BN0632                          SUPERSEDED SURVEY CONTROL
 BN0632
 BN0632  NAD 83(1986)-  30 26 58.97916(N)    098 20 15.53044(W) AD(       ) 3
 BN0632  NAD 27      -  30 26 58.28130(N)    098 20 14.45070(W) AD(       ) 3
 BN0632
 BN0632.Superseded values are not recommended for survey control.
 BN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0632.See file dsdata.txt to determine how the superseded data were derived.
 BN0632
 BN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6359368805(NAD 83)
 BN0632_MARKER: DS = TRIANGULATION STATION DISK
 BN0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0632
 BN0632  HISTORY     - Date     Condition        Report By
 BN0632  HISTORY     - 1956     MONUMENTED       CGS
 BN0632  HISTORY     - 1957     SEE DESCRIPTION  CGS
 BN0632
 BN0632                          STATION DESCRIPTION
 BN0632
 BN0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0632'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 BN0632'281, ABOUT 9-1/4 MILES SOUTHWEST OF MARBLE FALLS, 1-1/2
 BN0632'MILES NORTH-NORTHEAST OF ROUND MOUNTAIN, 37 FEET WEST OF
 BN0632'THE CENTER OF THE HIGHWAY, 5 FEET NORTHEAST OF A 4 IN X 4 IN
 BN0632'WHITE WITNESS POST AND 2 FEET EAST OF A FENCE.
 BN0632'
 BN0632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 BN0632'AND FARM ROAD 962 AND THE POST OFFICE IN ROUND MOUNTAIN,
 BN0632'GO NORTH ON HIGHWAY 281 FOR 1.3 MILES TO THE AZIMUTH MARK
 BN0632'ON THE LEFT AND A TAVERN ON THE RIGHT, CONTINUE NORTH ON
 BN0632'THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE LEFT.
 BN0632'
 BN0632'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0632'ROUND 1956.
 BN0632'
 BN0632'REFERENCE MARK 1 IS 38 FEET WEST OF THE CENTER OF THE HIGHWAY
 BN0632'AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 2 INCHES,
 BN0632'AND THE DISK IS STAMPED ROUND NO 1 1956.
 BN0632'
 BN0632'REFERENCE MARK 2 IS 36 FEET WEST OF THE CENTER OF THE HIGHWAY
 BN0632'AND 3 FEET EAST OF THE FENCE.  THE MARK PROJECTS 3 INCHES,
 BN0632'AND THE DISK IS STAMPED ROUND NO 2 1956.
 BN0632'
 BN0632'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF THE HIGHWAY,
 BN0632'3 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST AND 1 FOOT
 BN0632'EAST OF A FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK
 BN0632'IS STAMPED ROUND 1956.
 BN0632'
 BN0632'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0632
 BN0632                          STATION RECOVERY (1957)
 BN0632
 BN0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 BN0632'THIS MARK AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 BN0632'CONDITION AS DESCRIBED.  THE FOUR MARKS WERE DESTROYED TO
 BN0632'CLEAR NEW HIGHWAY CONSTRUCTION, AFTER ROUND 2 1957 WAS ESTABLISHED
 BN0632'IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1045 ***********************************************************************
 CA1045  DESIGNATION -  ROUND
 CA1045  PID         -  CA1045
 CA1045  STATE/COUNTY-  TX/BROWN
 CA1045  USGS QUAD   -  BANGS EAST (1987)
 CA1045
 CA1045                         *CURRENT SURVEY CONTROL
 CA1045  ___________________________________________________________________
 CA1045* NAD 83(1993)-  31 42 20.91193(N)    099 00 06.35845(W)     ADJUSTED  
 CA1045* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 CA1045  ___________________________________________________________________
 CA1045  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CA1045  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CA1045
 CA1045  HORZ ORDER  -  SECOND
 CA1045
 CA1045.The horizontal coordinates were established by classical geodetic methods
 CA1045.and adjusted by the National Geodetic Survey in February 1996..
 CA1045
 CA1045.The orthometric height was scaled from a topographic map.
 CA1045
 CA1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1045
 CA1045.The geoid height was determined by GEOID03.
 CA1045
 CA1045;                    North         East     Units Scale Factor Converg.
 CA1045;SPC TX C     - 3,226,811.668   826,215.625   MT  0.99995713   +0 41 09.0
 CA1045;SPC TX C     -10,586,631.28  2,710,675.76   sFT  0.99995713   +0 41 09.0
 CA1045;UTM  14      - 3,507,827.583   499,832.639   MT  0.99960000   -0 00 03.3
 CA1045
 CA1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1045!SPC TX C     -   0.99993009  x   0.99995713  =   0.99988722
 CA1045!UTM  14      -   0.99993009  x   0.99960000  =   0.99953012
 CA1045
 CA1045|---------------------------------------------------------------------|
 CA1045| PID    Reference Object                     Distance      Geod. Az  |
 CA1045|                                                           dddmmss.s |
 CA1045| CA1047 ROUND 2                              28.784 METERS 00630     |
 CA1045| CA1029 BROWNWOOD BAKER COLL NW SPIRE       APPROX. 2.4 KM 0770347.5 |
 CA1045| CA1028 BROWNWOOD BAKER COLL SE SPIRE       APPROX. 2.4 KM 0772352.7 |
 CA1045| CV6162 ROUND RM 1                           23.322 METERS 13150     |
 CA1045| CA1033 ROUND AZ MK                         APPROX. 0.6 KM 1451924.8 |
 CA1045| CV6163 ROUND RM 2                           23.310 METERS 17820     |
 CA1045|---------------------------------------------------------------------|
 CA1045
 CA1045                          SUPERSEDED SURVEY CONTROL
 CA1045
 CA1045  NAD 83(1986)-  31 42 20.92132(N)    099 00 06.34330(W) AD(       ) 2
 CA1045  NAD 27      -  31 42 20.36400(N)    099 00 05.16800(W) AD(       ) 2
 CA1045
 CA1045.Superseded values are not recommended for survey control.
 CA1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1045.See file dsdata.txt to determine how the superseded data were derived.
 CA1045
 CA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9983307828(NAD 83)
 CA1045_MARKER: DS = TRIANGULATION STATION DISK
 CA1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1045_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1045
 CA1045  HISTORY     - Date     Condition        Report By
 CA1045  HISTORY     - 1935     MONUMENTED       CGS
 CA1045  HISTORY     - 1937     GOOD             TXHD
 CA1045  HISTORY     - 1943     SEE DESCRIPTION  USE
 CA1045  HISTORY     - 1950     GOOD             LOCSUR
 CA1045
 CA1045                          STATION DESCRIPTION
 CA1045
 CA1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1045'STATION IS LOCATED ON A PROMINENT HIGH HILL, ROUND MOUNTAIN,
 CA1045'AT THE SW EDGE OF BROWNWOOD, ABOUT 1/4 MILE W OF GREENLEAF
 CA1045'CEMETERY AND DIRECTLY ABOVE RESERVOIR.  MARK PROJECTS 6
 CA1045'INCHES ABOVE GROUND.
 CA1045'
 CA1045'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 CA1045'TOPS OF CONCRETE CYLINDERS.
 CA1045'
 CA1045'REFERENCE MARK NO. 1 IS SE OF STATION, IN FENCE LINE ALONG W
 CA1045'SIDE OF RESERVOIR.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 CA1045'
 CA1045'REFERENCE MARK NO. 2 IS SW OF STATION.  MARK PROJECTS 8 INCHES
 CA1045'ABOVE GROUND.
 CA1045'
 CA1045'AZIMUTH MARK A STANDARD DISK SET IN A BLOCK OF CONCRETE, IS
 CA1045'SE OF STATION, IN S FENCE LINE OF GREENLEAF CEMETERY, 0.2
 CA1045'MILE W OF ENTRANCE GATE.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 CA1045'TO REACH AZIMUTH FROM STATION GO 0.25 MILE E TO CEMETERY GATE,
 CA1045'TURN LEFT THRU GATE FOR 0.3 MILE S TO T-INTERSECTION.  MARK
 CA1045'IS THEN ABOUT 75 FEET W.
 CA1045'
 CA1045'TO REACH STATION FROM THE POST OFFICE IN BROWNWOOD GO 0.6
 CA1045'MILE SW, CROSS FRISCO RAILROAD AND GO 0.9 MILE SOUTHERLY ON
 CA1045'HIGHWAY 23, TURN RIGHT ACROSS TRACKS FOR 0.25 MILE, TURN
 CA1045'RIGHT AND 0.6 MILE N, TURN LEFT ACROSS RAILROAD SPUR AND
 CA1045'FOLLOW DIM ROAD UP HILL FOR 0.2 MILE TO S SIDE OF RESERVOIR
 CA1045'AND END OF TRUCK TRAVEL, THEN GO NW TO TOP OF HILL AND STATION.
 CA1045'MARK PROJECTS 6 INCHES ABOVE THE GROUND.
 CA1045'
 CA1045'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 CA1045
 CA1045                          STATION RECOVERY (1937)
 CA1045
 CA1045'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1045'DESCRIPTION GIVEN BY C.I.A., IS GOOD.  SURFACE MARK IS IN
 CA1045'GOOD CONDITION.
 CA1045
 CA1045                          STATION RECOVERY (1943)
 CA1045
 CA1045'RECOVERY NOTE BY US ENGINEERS 1943
 CA1045'STATION AND REFERENCE MARKER, BOTH LABELED ROUND 1935 RESET
 CA1045'1938 DISLODGED WHEN THE SURROUNDING GROUND CAVED IN.
 CA1045
 CA1045                          STATION RECOVERY (1950)
 CA1045
 CA1045'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1950 (WH)
 CA1045'RECOVERED BY HOWARD PAYNE COLLEGE
 CA1045'
 CA1045'STATION RECOVERED IN GOOD CONDITION 1 MILE SW OF BROWNVILLE.
 CA1045'
 CA1045'GREENLEAF CEMETERY HAS BEEN ENLARGED BY MOVING THE S FENCE
 CA1045'SEVERAL HUNDRED FEET S WHICH LEAVES ROUND AZIMUTH MARK ON S
 CA1045'SIDE OF CEMETERY STREET THAT LEADS FROM E GATE.  (E GATE
 CA1045'RECENTLY CONSTRUCTED.)
 CA1045'
 CA1045'TO REACH FROM ROUND 2 GO 0.25 MILE E TO N CEMETERY GATE,
 CA1045'TURN RIGHT THROUGH GATE FOR 0.3 MILE S TO INTERSECTION OF
 CA1045'STREET FROM E CEMETERY GATE.  STATION MARK IS THEN ABOUT 75
 CA1045'FEET W AND ON S SIDE OF STREET LEADING FROM E GATE.  IT IS
 CA1045'STAMPED ROUND AZI 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2636 ***********************************************************************
 CS2636  DESIGNATION -  ROUND
 CS2636  PID         -  CS2636
 CS2636  STATE/COUNTY-  TX/NAVARRO
 CS2636  USGS QUAD   -  GOODLOW PARK (1978)
 CS2636
 CS2636                         *CURRENT SURVEY CONTROL
 CS2636  ___________________________________________________________________
 CS2636* NAD 83(1993)-  32 02 23.18510(N)    096 10 52.08744(W)     ADJUSTED  
 CS2636* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 CS2636  ___________________________________________________________________
 CS2636  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CS2636  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS2636
 CS2636  HORZ ORDER  -  SECOND
 CS2636
 CS2636.The horizontal coordinates were established by classical geodetic methods
 CS2636.and adjusted by the National Geodetic Survey in February 1996..
 CS2636
 CS2636.The orthometric height was scaled from a topographic map.
 CS2636
 CS2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2636
 CS2636.The geoid height was determined by GEOID03.
 CS2636
 CS2636;                    North         East     Units Scale Factor Converg.
 CS2636;SPC TXNC     - 2,043,792.671   819,010.338   MT  1.00002723   +1 15 52.9
 CS2636;SPC TXNC     - 6,705,343.12  2,687,036.42   sFT  1.00002723   +1 15 52.9
 CS2636;SPC TX C     - 3,270,406.591 1,092,111.648   MT  1.00004577   +2 08 19.1
 CS2636;SPC TX C     -10,729,658.96  3,583,036.30   sFT  1.00004577   +2 08 19.1
 CS2636;UTM  14      - 3,548,319.832   766,189.118   MT  1.00047393   +1 29 46.7
 CS2636
 CS2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2636!SPC TXNC     -   0.99998689  x   1.00002723  =   1.00001412
 CS2636!SPC TX C     -   0.99998689  x   1.00004577  =   1.00003266
 CS2636!UTM  14      -   0.99998689  x   1.00047393  =   1.00046081
 CS2636
 CS2636|---------------------------------------------------------------------|
 CS2636| PID    Reference Object                     Distance      Geod. Az  |
 CS2636|                                                           dddmmss.s |
 CS2636| CY2154 ROUND RM 1                           42.117 METERS 10142     |
 CS2636| CY2155 ROUND RM 2                           37.088 METERS 31709     |
 CS2636| CY2153 ROUND AZ MK                                        3265819.0 |
 CS2636|---------------------------------------------------------------------|
 CS2636
 CS2636                          SUPERSEDED SURVEY CONTROL
 CS2636
 CS2636  NAD 83(1986)-  32 02 23.19312(N)    096 10 52.07020(W) AD(       ) 2
 CS2636  NAD 27      -  32 02 22.62800(N)    096 10 51.16600(W) AD(       ) 2
 CS2636
 CS2636.Superseded values are not recommended for survey control.
 CS2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2636.See file dsdata.txt to determine how the superseded data were derived.
 CS2636
 CS2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6618948320(NAD 83)
 CS2636_MARKER: DS = TRIANGULATION STATION DISK
 CS2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2636
 CS2636  HISTORY     - Date     Condition        Report By
 CS2636  HISTORY     - 1946     MONUMENTED       CGS
 CS2636  HISTORY     - 1958     GOOD             USGS
 CS2636  HISTORY     - 1975     GOOD             USAF
 CS2636
 CS2636                          STATION DESCRIPTION
 CS2636
 CS2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CS2636'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF
 CS2636'KERENS, 0.5 MILE NORTH OF ROUND PRAIRIE ON THE RIGHT-OF-WAY OF
 CS2636'STATE HIGHWAY NO. 309, WHERE THE HIGHWAY CURVES TO THE SOUTH AND A
 CS2636'GRADED ROAD LEADS SOUTHWEST.  IT IS ABOUT 0.3 MILE NORTHEAST OF
 CS2636'A RED BRICK SCHOOLHOUSE, 68 FEET EAST OF THE CENTER OF GRADED
 CS2636'ROAD, 60 FEET WEST OF THE CENTER OF STATE HIGHWAY 309 AND 5.5
 CS2636'FEET SOUTH OF A 4 BY 4-INCH WITNESS POST PROJECTING 2 FEET.  IT
 CS2636'IS STAMPED ROUND 1946 AND PROJECTS 6 INCHES.
 CS2636'
 CS2636'REFERENCE MARK NO. 1 IS EAST SOUTHEAST OF THE STATION, 21
 CS2636'FEET SOUTHWEST OF CENTER OF THE STATE HIGHWAY AND 32 INCHES
 CS2636'NORTHWEST OF A BLACK AND WHITE GUARD POST.  IT IS STAMPED
 CS2636'ROUND NO 1 1946 AND PROJECTS 4 INCHES.
 CS2636'
 CS2636'REFERENCE MARK NO. 2 IS NORTH NORTHWEST OF THE STATION,
 CS2636'255 FEET SOUTH OF THE CENTER POINT OF INTERSECTION OF THE
 CS2636'STATE HIGHWAY AND GRADED ROAD.  IT IS STAMPED ROUND NO 2 1946
 CS2636'AND PROJECTS 4 INCHES.
 CS2636'
 CS2636'AZIMUTH MARK IS LOCATED 0.35 MILE NORTH OF THE STATION, 50
 CS2636'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 309, 18 INCHES
 CS2636'SOUTH OF A 4 BY 4-INCH WITNESS POST AND 16 INCHES NORTHEAST
 CS2636'OF A TELEPHONE POLE.  IT IS STAMPED ROUND 1946 AND PROJECTS
 CS2636'6 INCHES.
 CS2636'
 CS2636'TO REACH THE STATION FROM THE RAILROAD STATION IN KERENS
 CS2636'GO SOUTH ON STATE HIGHWAY NO. 309 FOR 7.05 MILES TO THE STATION
 CS2636'SITE ON THE RIGHT AS DESCRIBED.
 CS2636'
 CS2636'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE ABOVE
 CS2636'DESCRIPTION BACK 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 CS2636'
 CS2636'A 15 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT HOUSE
 CS2636'
 CS2636'A 37 FOOT TOWER WILL SEE A 87 FOOT LIGHT AT EUREKA
 CS2636'
 CS2636'A 15 FOOT TOWER WILL SEE A 87 FOOT LIGHT AT RUSH
 CS2636
 CS2636                          STATION RECOVERY (1958)
 CS2636
 CS2636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2636'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 CS2636'REFERENCE MARK 1 HAS BEEN DESTROYED.
 CS2636
 CS2636                          STATION RECOVERY (1975)
 CS2636
 CS2636'RECOVERY NOTE BY US AIR FORCE 1975 (DRB)
 CS2636'THE STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK WAS RECOVERED AS
 CS2636'DESCRIBED IN GOOD CONDITION.
 CS2636'
 CS2636'THE 1946 DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0752 ***********************************************************************
 CC0752  DESIGNATION -  ROUND
 CC0752  PID         -  CC0752
 CC0752  STATE/COUNTY-  TX/PECOS
 CC0752  USGS QUAD   -  GIRVIN (1972)
 CC0752
 CC0752                         *CURRENT SURVEY CONTROL
 CC0752  ___________________________________________________________________
 CC0752* NAD 83(1993)-  31 01 40.56507(N)    102 25 37.26864(W)     ADJUSTED  
 CC0752* NAVD 88     -       845.     (meters)    2772.     (feet)  SCALED    
 CC0752  ___________________________________________________________________
 CC0752  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CC0752  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CC0752
 CC0752  HORZ ORDER  -  SECOND
 CC0752
 CC0752.The horizontal coordinates were established by classical geodetic methods
 CC0752.and adjusted by the National Geodetic Survey in February 1996..
 CC0752
 CC0752.The orthometric height was scaled from a topographic map.
 CC0752
 CC0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0752
 CC0752.The geoid height was determined by GEOID03.
 CC0752
 CC0752;                    North         East     Units Scale Factor Converg.
 CC0752;SPC TX C     - 3,152,784.217   500,137.819   MT  0.99988185   -1 04 42.1
 CC0752;SPC TX C     -10,343,759.55  1,640,868.83   sFT  0.99988185   -1 04 42.1
 CC0752;UTM  13      - 3,435,541.522   745,599.691   MT  1.00034411   +1 19 36.9
 CC0752
 CC0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0752!SPC TX C     -   0.99987093  x   0.99988185  =   0.99975280
 CC0752!UTM  13      -   0.99987093  x   1.00034411  =   1.00021500
 CC0752
 CC0752:                Primary Azimuth Mark                     Grid Az
 CC0752:SPC TX C     -  GIRVIN PECOS VAL PWRHSE STK W            043 41 09.6
 CC0752:UTM  13      -  GIRVIN PECOS VAL PWRHSE STK W            041 16 50.6
 CC0752
 CC0752|---------------------------------------------------------------------|
 CC0752| PID    Reference Object                     Distance      Geod. Az  |
 CC0752|                                                           dddmmss.s |
 CC0752| CC0750 GIRVIN PECOS VAL PWRHSE STK W       APPROX. 8.6 KM 0423627.5 |
 CC0752| CC0746 MC CAMEY MUNICIPAL TANK             APPROX.22.8 KM 0591230.9 |
 CC0752| CI0367 ROUND RM 1                            9.462 METERS 08527     |
 CC0752| CI0368 ROUND RM 2                           17.417 METERS 19244     |
 CC0752|---------------------------------------------------------------------|
 CC0752
 CC0752                          SUPERSEDED SURVEY CONTROL
 CC0752
 CC0752  NAD 83(1986)-  31 01 40.56990(N)    102 25 37.25957(W) AD(       ) 2
 CC0752  NAD 27      -  31 01 40.03200(N)    102 25 35.75200(W) AD(       ) 2
 CC0752
 CC0752.Superseded values are not recommended for survey control.
 CC0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0752.See file dsdata.txt to determine how the superseded data were derived.
 CC0752
 CC0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ4560035542(NAD 83)
 CC0752_MARKER: DS = TRIANGULATION STATION DISK
 CC0752_SETTING: 66 = SET IN ROCK OUTCROP
 CC0752
 CC0752  HISTORY     - Date     Condition        Report By
 CC0752  HISTORY     - 1943     MONUMENTED       CGS
 CC0752
 CC0752                          STATION DESCRIPTION
 CC0752
 CC0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0752'STATION IS LOCATED ABOUT 4.0 MILES SOUTH, 1-1/2 MILES WEST OF
 CC0752'GIRVIN AND ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 67 ON A HIGH ROUND
 CC0752'TOP MESA.  THE HILL IS KNOWN LOCALLY AS GIRVIN BUTTE AND ROUND
 CC0752'MOUNTAIN.
 CC0752'
 CC0752'TO REACH FROM GIRVIN--GO SOUTH 1.2 MILES TO JUNCTION OF U.S.
 CC0752'HIGHWAY 67, THENCE WEST ON HIGHWAY 67 FOR 4.1 MILES TO A
 CC0752'CATTLE GUARD ON LEFT ALMOST OPPOSITE A SHEEP CORRAL ON THE RIGHT.
 CC0752'TURN LEFT, SOUTH, ACROSS GUARD AND FOLLOW MAIN ROAD SOUTH FOR
 CC0752'1.25 MILES TO WHERE A TRACK ROAD COMES IN FROM THE LEFT JUST
 CC0752'BEFORE REACHING A RANCH HOUSE.  TURN SHARP LEFT AND GO NORTHEAST
 CC0752'ON TRACK ROAD FOR 0.9 MILE TO A DIM FORK.  TAKE LEFT FORK ON
 CC0752'DIM TRACK ROAD AND GO NORTHERLY FOR 0.2 MILE TO END OF TRUCK
 CC0752'TRAVEL.  FROM HERE PACK NORTHWEST REACHING TOP OF MESA AT WEST
 CC0752'END.  FROM HERE THE STATION IS EAST NORTHEAST, ABOUT 500 FEET
 CC0752'WEST OF THE EAST EDGE OF THE MESA AT CENTER OF A RING OF
 CC0752'LOOSE STONES.  15 FEET SOUTH OF A ROCK MONUMENT.
 CC0752'
 CC0752'A STANDARD TRIANGULATION DISK SET IN A ROCK OUTCROP.  STAMPED
 CC0752'ROUND 1943.
 CC0752'
 CC0752'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  A STANDARD REFERENCE
 CC0752'DISK SET IN ROCK OUTCROP.  STAMPED ROUND NO 1 1943.
 CC0752'
 CC0752'REFERENCE MARK NO. 2 IS SOUTH BY WEST FROM STATION.  A STANDARD
 CC0752'REFERENCE DISK SET IN A ROCK OUTCROP.  STAMPED ROUND NO 2 1943.
 CC0752'
 CC0752'AZIMUTH MARK IS THE SMALLER OF TWO STACKS AT THE PECOS VALLEY
 CC0752'POWER COMPANY STATION, LOCATED NEAR GIRVIN.  ABOUT 2.0 MILES
 CC0752'NORTHEAST OF THE STATION.
 CC0752'
 CC0752'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0817 ***********************************************************************
 CC0817  DESIGNATION -  ROUND
 CC0817  PID         -  CC0817
 CC0817  STATE/COUNTY-  TX/REEVES
 CC0817  USGS QUAD   -  TOYAH NW (1970)
 CC0817
 CC0817                         *CURRENT SURVEY CONTROL
 CC0817  ___________________________________________________________________
 CC0817* NAD 83(1993)-  31 28 54.78689(N)    103 53 12.62824(W)     ADJUSTED  
 CC0817* NAVD 88     -       991.3    (meters)    3252.     (feet)  VERTCON   
 CC0817  ___________________________________________________________________
 CC0817  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CC0817  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CC0817
 CC0817  HORZ ORDER  -  FIRST
 CC0817
 CC0817.The horizontal coordinates were established by classical geodetic methods
 CC0817.and adjusted by the National Geodetic Survey in February 1996..
 CC0817
 CC0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0817
 CC0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0817
 CC0817.The geoid height was determined by GEOID03.
 CC0817
 CC0817;                    North         East     Units Scale Factor Converg.
 CC0817;SPC TX C     - 3,206,621.431   362,428.948   MT  0.99991679   -1 49 49.0
 CC0817;SPC TX C     -10,520,390.48  1,189,068.97   sFT  0.99991679   -1 49 49.0
 CC0817;UTM  13      - 3,483,545.353   605,733.794   MT  0.99973789   +0 34 53.0
 CC0817
 CC0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0817!SPC TX C     -   0.99984823  x   0.99991679  =   0.99976503
 CC0817!UTM  13      -   0.99984823  x   0.99973789  =   0.99958616
 CC0817
 CC0817|---------------------------------------------------------------------|
 CC0817| PID    Reference Object                     Distance      Geod. Az  |
 CC0817|                                                           dddmmss.s |
 CC0817| CI0362 ROUND RM NNE                         16.247 METERS 01655     |
 CC0817| CI0363 ROUND RM SE                          15.510 METERS 12109     |
 CC0817| BQ0402 DAVIS                               APPROX.65.7 KM 1945330.1 |
 CC0817| CI0361 ROUND AZ MK                                        2923547.2 |
 CC0817|---------------------------------------------------------------------|
 CC0817
 CC0817                          SUPERSEDED SURVEY CONTROL
 CC0817
 CC0817  NAD 83(1986)-  31 28 54.78662(N)    103 53 12.62567(W) AD(       ) 1
 CC0817  NAD 27      -  31 28 54.31900(N)    103 53 10.94100(W) AD(       ) 1
 CC0817  NGVD 29 (07/19/86)  990.9    (m)         3251.     (f) VERT ANG       
 CC0817
 CC0817.Superseded values are not recommended for survey control.
 CC0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0817.See file dsdata.txt to determine how the superseded data were derived.
 CC0817
 CC0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ0573483545(NAD 83)
 CC0817_MARKER: Z = SEE DESCRIPTION
 CC0817_SETTING: 0 = UNSPECIFIED SETTING
 CC0817
 CC0817  HISTORY     - Date     Condition        Report By
 CC0817  HISTORY     - 1909     MONUMENTED       CGS
 CC0817  HISTORY     - 1922     GOOD             CGS
 CC0817  HISTORY     - 1937     GOOD             CGS
 CC0817  HISTORY     - 1968     GOOD             CGS
 CC0817  HISTORY     - 1968     GOOD             TEXACO
 CC0817  HISTORY     - 1970     GOOD             USGS
 CC0817
 CC0817                          STATION DESCRIPTION
 CC0817
 CC0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CC0817'TWELVE MILES DIRECT, OR 14 MILES BY ROAD NNW FROM TOYAH, A TOWN
 CC0817'ON THE TEXAS AND PACIFIC RAILWAY, AND ON A VERY PROMINENT HILL,
 CC0817'VISIBLE FROM TOYAH, KNOWN AS ROUND MOUNTAIN, WHICH IS IN A
 CC0817'PASTURE OWNED BY DUG COALSON AND 1-1/2 MILES NE OF HIS HOUSE.
 CC0817'
 CC0817'SURFACE MARK IS CAP STATION MARK SCREWED TO TOP OF 3-INCH IRON
 CC0817'PIPE 30 INCHES LONG WHICH IS SET IN THE GROUND WITH EARTH AND
 CC0817'ROCK WELL TAMPED AROUND IT.
 CC0817'
 CC0817'UNDERGROUND MARK IS A STANDARD BRONZE DISK IN A BOULDER 3 FEET
 CC0817'BELOW THE GROUND.
 CC0817'
 CC0817'REFERENCE MARK IS A 3/4-INCH IRON ROD 18 INCHES LONG SET IN A
 CC0817'CYLINDER OF CONCRETE 12 INCHES IN DIAMETER AND 20 INCHES LONG.
 CC0817'IT IS 16.236 METERS (53.27 FEET) FROM THE STATION N 16 DEG 55 MIN E.
 CC0817'
 CC0817'STATION RECOVERED IN 1914 AND AGAIN AS DESCRIBED IN 1922.
 CC0817'
 CC0817'TO REACH THE STATION FROM TOYAH, GO N AND W ON THE DUG COALSON
 CC0817'ROAD TO HIS HOUSE AND FROM THERE TO THE TOP OF THE MOUNTAIN.
 CC0817
 CC0817                          STATION RECOVERY (1937)
 CC0817
 CC0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CC0817'STATION RECOVERED.  MARKS IN GOOD CONDITION.  ADDITIONAL
 CC0817'REFERENCE MARK AND AZIMUTH MARK ESTABLISHED.  REVISED DESCRIPTION
 CC0817'AS FOLLOWS--
 CC0817'
 CC0817'ABOUT 14 MILES NNW OF TOYAH, ON SUMMIT OF LOW RIDGE, AND ON
 CC0817'HIGHEST POINT IN IMMEDIATE VICINITY.
 CC0817'
 CC0817'STATION MARK IS A BRONZE CAP STATION MARK ON A 3-INCH IRON PIPE
 CC0817'PROJECTING ABOUT 4 INCHES.  STAMPED ROUND 1909.
 CC0817'
 CC0817'REFERENCE MARK 1909, IS A 3/4-INCH IRON PIPE DRIVEN INTO THE
 CC0817'GROUND AND PROJECTING ABOUT 2 INCHES.  IT IS NOT SET IN CONCRETE
 CC0817'AS DESCRIBED.
 CC0817'
 CC0817'REFERENCE MARK 1937, IS A STANDARD DISK SET IN CONCRETE,
 CC0817'PROJECTING ABOUT 6 INCHES.  STAMPED ROUND 1909 1937.
 CC0817'
 CC0817'AZIMUTH MARK IS STANDARD DISK SET IN CONCRETE.  IT IS 0.4
 CC0817'MILE AIR LINE, OR 0.5 MILE BY TRAIL ALONG RIDGE FROM STATION.
 CC0817'0.15 MILE E OF GATE MENTIONED ABOVE.  AND ABOUT 5 YARDS N OF DIM
 CC0817'TRAIL LEADING TO STATION.  STAMPED ROUND 1909 1937.
 CC0817'
 CC0817'REACHED FROM TOYAH BY ROAD N AND NE FROM RAILROAD STATION 1.4
 CC0817'MILES TO FORK, RIGHT FORK BEING POSTED TO ORLA AND CARLSBAD.
 CC0817'KEEP LEFT, STRAIGHT AHEAD FORK ON GRADED ROAD, AND FOLLOW
 CC0817'MAIN FORWARD ROAD NW 8.5 MILES.  THENCE BEAR RIGHT ON NARROW
 CC0817'FLAT-BLADE ROAD N 4.5 MILES TO POINT WHERE IT PASSES THRU
 CC0817'GATE IN N AND S FENCE.  TURN SHARPLY TO RIGHT (E) AND FOLLOW
 CC0817'DIM TRACKS ALONG CREST OF LOW RIDGE ESE 0.7 MILE TO HIGHEST
 CC0817'POINT AND STATION.  THE DUG COALSON RANCH IS NOW ABANDONED.
 CC0817
 CC0817                          STATION RECOVERY (1968)
 CC0817
 CC0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CC0817'MR. COBOURN, UTILITY DATA CORP., KANSAS CITY, MO. REPORTS THAT
 CC0817'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 CC0817'FOLLOWS.
 CC0817'
 CC0817'TO REACH THE STATION FROM THE RAILROAD STATION IN TOYAH, GO
 CC0817'NORTH 0.1 MILE, THEN WEST 0.1 MILE.  TURN RIGHT AND GO NORTH FOR
 CC0817'0.4 MILE TO INTERSECTION WITH EAST-WEST ROAD.  TURN LEFT AND
 CC0817'GO WEST FOR 1 MILE TO A Y-INTERSECTION.  TAKE THE RIGHT FORK
 CC0817'AND GO NORTHWEST FOR 7.9 MILES TO ANOTHER Y-INTERSECTION.  TAKE
 CC0817'THE RIGHT FORK AND GO NORTH FOR 4.7 MILES TO A CATTLE GUARD
 CC0817'AND A TRACK ROAD RUNNING LEFT OR WEST.  TAKE THE TRACK LEADING
 CC0817'WEST ON THE SOUTH SIDE OF FENCE FOR 1.3 MILES TO WHERE A TRAIL
 CC0817'LEADS OFF TO THE SOUTH.  FOLLOW THIS TRAIL SOUTH FOR 0.3 MILE
 CC0817'FROM THE FENCE TO THE HIGHEST POINT ON THE HILL AND THE
 CC0817'STATION.
 CC0817'
 CC0817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 CC0817'DIRECT OR 14 MILES BY ROAD NNW FROM TOYAH.
 CC0817
 CC0817                          STATION RECOVERY (1968)
 CC0817
 CC0817'RECOVERY NOTE BY TEXACO INCORPORATED 1968 (BLE)
 CC0817'ROUND 1902-VERY GOOD CONDITION
 CC0817'
 CC0817'AZIMUTH MARK-VERY GOOD CONDITION
 CC0817'
 CC0817'REFERENCE MARK-NOT LOOKED FOR.
 CC0817'
 CC0817'TO REACH FROM TOYAH BY ROAD GO FROM RAILROAD DEPOT NORTH AND
 CC0817'NORTHWEST 1.5 MILES TO ROAD FORK.  TURN TO RIGHT (NORTH) 7.3
 CC0817'MILES TO END OF PAVEMENT, CONTINUE NORTHWEST ON GRADED ROAD
 CC0817'0.5 MILES TO ROAD JUNCTION, TURN RIGHT (NORTH) ON GRADED ROAD
 CC0817'4.7 MILES TO CATTLE GUARD, TURN LEFT (WEST) ALONG RANCH ON
 CC0817'SOUTH SIDE OF FENCE 2.7 MILES TO RANCH ROAD BEARING SOUTHWEST
 CC0817'ALONG TOP OF HILL 0.2 MILES TO STATION.
 CC0817
 CC0817                          STATION RECOVERY (1970)
 CC0817
 CC0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JTD)
 CC0817'NEW ROUTE DESCRIPTION.
 CC0817'
 CC0817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 80 AND
 CC0817'STATE HWY. 17 IN THE WEST PART OF PECOS, TEXAS, GO WEST ON
 CC0817'U.S. HWY. 80 FOR 1.8 MILES TO JUNCTION OF FARM ROAD 2119.  THEN
 CC0817'NW ON FARM ROAD 2119 FOR 3.7 MILES TO ROAD FORK.  TAKE LEFT
 CC0817'FORK AND FOLLOW PAVED ROAD NW FOR 18.5 MILES TO A GRADED ROAD
 CC0817'LEFT.  THEN LEFT (SOUTH) ON GRADED ROAD FOR 5.45 MILES TO A
 CC0817'CATTLEGUARD.  CROSS CATTLEGUARD AND FOLLOW TRAIL WEST ALONG
 CC0817'SOUTH SIDE OF FENCE FOR 1.4 MILES TO WHERE TRAIL LEAVES FENCE
 CC0817'LINE.  CONTINUE ON SW FOR 0.25 MILE TO TRAIL FORK.  TAKE LEFT
 CC0817'FORK FOR 0.05 MILE.  THE STATION IS 22 FT. EAST OF TRAIL AT
 CC0817'THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1048 ***********************************************************************
 CD1048  DESIGNATION -  ROUND
 CD1048  PID         -  CD1048
 CD1048  STATE/COUNTY-  TX/HUDSPETH
 CD1048  USGS QUAD   -  PIERCE RANCH (1979)
 CD1048
 CD1048                         *CURRENT SURVEY CONTROL
 CD1048  ___________________________________________________________________
 CD1048* NAD 83(1993)-  31 19 08.44188(N)    105 17 33.29766(W)     ADJUSTED  
 CD1048* NAVD 88     -      1557.     (meters)    5108.     (feet)  SCALED    
 CD1048  ___________________________________________________________________
 CD1048  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 CD1048  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CD1048
 CD1048  HORZ ORDER  -  FIRST
 CD1048
 CD1048.The horizontal coordinates were established by classical geodetic methods
 CD1048.and adjusted by the National Geodetic Survey in February 1996..
 CD1048
 CD1048.The orthometric height was scaled from a topographic map.
 CD1048
 CD1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1048
 CD1048.The geoid height was determined by GEOID03.
 CD1048
 CD1048;                    North         East     Units Scale Factor Converg.
 CD1048;SPC TX C     - 3,193,691.429   228,159.521   MT  0.99989705   -2 33 15.5
 CD1048;SPC TX C     -10,477,969.30    748,553.36   sFT  0.99989705   -2 33 15.5
 CD1048;UTM  13      - 3,464,994.258   472,161.645   MT  0.99960956   -0 09 07.5
 CD1048
 CD1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1048!SPC TX C     -   0.99975921  x   0.99989705  =   0.99965628
 CD1048!UTM  13      -   0.99975921  x   0.99960956  =   0.99936886
 CD1048
 CD1048:                Primary Azimuth Mark                     Grid Az
 CD1048:SPC TX C     -  ROUND AZ MK                              160 30 45.6
 CD1048:UTM  13      -  ROUND AZ MK                              158 06 37.6
 CD1048
 CD1048|---------------------------------------------------------------------|
 CD1048| PID    Reference Object                     Distance      Geod. Az  |
 CD1048|                                                           dddmmss.s |
 CD1048| CI0364 ROUND AZ MK                                        1575730.1 |
 CD1048| CI0365 ROUND RM 1                            9.320 METERS 18113     |
 CD1048| CD1039 SIERRA BLANCA                       APPROX.15.5 KM 2402633.1 |
 CD1048| CI0366 ROUND RM 2                            7.970 METERS 27250     |
 CD1048| CD1087 EL PASO FORT WORTH AWY BCN 3        APPROX.72.3 KM 3200513.6 |
 CD1048| CD1081 EL PASO FORT WORTH AWY BCN 4        APPROX.62.7 KM 3293523.8 |
 CD1048| CD1012 EL PASO FORT WORTH AWY BCN 6        APPROX.51.4 KM 3534811.1 |
 CD1048|---------------------------------------------------------------------|
 CD1048
 CD1048                          SUPERSEDED SURVEY CONTROL
 CD1048
 CD1048  NAD 83(1986)-  31 19 08.44650(N)    105 17 33.29395(W) AD(       ) 1
 CD1048  NAD 27      -  31 19 07.99400(N)    105 17 31.46000(W) AD(       ) 1
 CD1048
 CD1048.Superseded values are not recommended for survey control.
 CD1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1048.See file dsdata.txt to determine how the superseded data were derived.
 CD1048
 CD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ7216264994(NAD 83)
 CD1048_MARKER: DS = TRIANGULATION STATION DISK
 CD1048_SETTING: 66 = SET IN ROCK OUTCROP
 CD1048
 CD1048  HISTORY     - Date     Condition        Report By
 CD1048  HISTORY     - 1934     MONUMENTED       CGS
 CD1048  HISTORY     - 1943     GOOD             CGS
 CD1048  HISTORY     - 1945     GOOD             USGS
 CD1048
 CD1048                          STATION DESCRIPTION
 CD1048
 CD1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1048'THE STATION IS 10-1/2 MILES NE OF SIERRA BLANCA (AIRLINE) ON
 CD1048'THE HIGHEST PART OF A PROMINENT ROUND-TOPPED MOUNTAIN WHICH
 CD1048'IS THE HIGHEST PART AND N END OF A RIDGE RUNNING N-S.  THE
 CD1048'STATION IS 25 FEET FROM THE N EDGE AND 15 FEET FROM THE E
 CD1048'EDGE OF THE MOUNTAIN.  THIS MOUNTAIN IS LISTED ON THE GEOLOGICAL
 CD1048'SURVEY MAPS AS ROUND MOUNTAIN BUT IS KNOWN LOCALLY AS CRANFIELD
 CD1048'HILL.  THE SUMMIT OF THE BUTTE IS CIRCLED WITH A NARROW RIM
 CD1048'ROCK.  THE RIDGE OVERLOOKS A VALLEY TO THE N AND A ROLLING
 CD1048'MESA TO THE E.
 CD1048'
 CD1048'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 CD1048'DRILL HOLES IN OUTCROPPING BEDROCK.
 CD1048'
 CD1048'THE REFERENCE MARKS ARE ON THE SAME BUTTE AS THE STATION,
 CD1048'REFERENCE MARK 1 TO THE S AND REFERENCE MARK 2 TO THE W.  THE
 CD1048'AZIMUTH MARK IS APPROXIMATELY 3/4 MILE TO THE S OF THE STATION
 CD1048'NEAR THE CENTER OF ANOTHER ROUND-TOPPED BUTTE AT THE S END OF THE
 CD1048'SAME RIDGE AS THE STATION.  IT IS LOWER IN ELEVATION.
 CD1048'
 CD1048'THE STATION IS REACHED FROM SIERRA BLANCA BY GOING N ACROSS
 CD1048'THE RAILROAD TRACKS FROM THE MAIN CORNER 0.5 MILE.  TURN E
 CD1048'(RIGHT) AND FOLLOW A GRADED DIRT ROAD THAT LEADS E AND THEN
 CD1048'TURNS N AROUND A HILL TO THE LEFT.  CONTINUE ON THIS ROAD 6.15
 CD1048'MILES TO A CATTLE GUARD.  THE JOE O KEEFE RANCH HOUSE AND WATER
 CD1048'WELL DERRICK CAN BE SEEN ABOUT 1/2 MILE TO THE E ALONG THE
 CD1048'FENCE.  CROSS THE CATTLE GUARD AND TURN RIGHT ONTO A ROAD
 CD1048'THAT LEADS NE.  CONTINUE ON THIS ROAD 3.15 MILES TO WHERE
 CD1048'A ROAD LEADS OFF TO THE SW.  CONTINUE ON THE MAIN-TRAVELED
 CD1048'ROAD 0.45 MILE TO A DIM CROSSROADS.  CONTINUE STRAIGHT AHEAD
 CD1048'1.4 MILES TO A POINT OPPOSITE BUTTE AT THE N END OF A RIDGE
 CD1048'RUNNING N-S (TO THE W OF THE ROAD).  TURN OFF THE ROAD
 CD1048'TOWARD THIS BUTTE AND DRIVE TO THE BASE OF IT (ABOUT 1/4
 CD1048'MILE FROM THE ROAD).  LEAVE THE TRUCK AND CLIMB TO THE TOP OF
 CD1048'THE HIGHEST PART OF THE BUTTE AND THE STATION.  IT IS
 CD1048'ABOUT A 15-MINUTE PACK WITH A LOAD.
 CD1048'
 CD1048'STATIONS SIERRA BLANCA AND EAGLE 2 CAN BE SEEN FROM THIS
 CD1048'STATION.
 CD1048'
 CD1048'NEAREST SUPPLIES, GAS, OIL, AND GROCERIES ARE AT SIERRA BLANCA.
 CD1048'THE NEAREST WATER IS AT THE JOE O KEEFE RANCH.
 CD1048'
 CD1048'OBSERVATIONS WERE MADE ON THE STAND AT STATION SIERRA BLANCA
 CD1048'FOR A NATURAL AZIMUTH.  IT IS ON THE SOUTHERNMOST OF TWO PEAKS
 CD1048'ON TOP OF A PROMINENT MOUNTAIN TO THE SW.
 CD1048'
 CD1048'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CD1048
 CD1048                          STATION RECOVERY (1943)
 CD1048
 CD1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD1048'STATION STAMPED ROUND 1934.  REFERENCE MARKS RECOVERED IN GOOD
 CD1048'CONDITION.
 CD1048'
 CD1048'TO REACH FROM SIERRA BLANCA, GO N ACROSS THE RAILROAD FROM
 CD1048'THE MAIN CORNER FOR 0.5 MILE.  TURN RIGHT AND FOLLOW A GRADED
 CD1048'ROAD E, THEN N, AROUND A HILL TO THE LEFT.  CONTINUE ON THIS
 CD1048'ROAD 6.4 MILES TO A CATTLE GUARD ON THE RIGHT.  PASS THROUGH
 CD1048'THIS CATTLE GUARD AND TURN LEFT ON A DIRT ROAD THAT LEADS
 CD1048'NE.  FOLLOW THIS ROAD 0.6 MILE TO A WOODEN BRIDGE, CROSS THE
 CD1048'BRIDGE AND GO 1.8 MILES TO A ROAD LEADING W.  HERE GO STRAIGHT
 CD1048'AHEAD 0.2 MILE TO THE NE SIDE OF A HILL ON THE LEFT.  THE
 CD1048'STATION IS ON THE HIGHEST PART OF THIS HILL.  LEAVE TRUCK AT
 CD1048'BASE OF HILL AND PACK TO THE HIGHEST POINT AND STATION.
 CD1048
 CD1048                          STATION RECOVERY (1945)
 CD1048
 CD1048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945 (WCE)
 CD1048'STATION MARK--STANDARD NGS DISK, STAMPED -ROUND 1934- SET IN
 CD1048'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9914 ***********************************************************************
 AF9914  DESIGNATION -  ROUND
 AF9914  PID         -  AF9914
 AF9914  STATE/COUNTY-  TX/HUDSPETH
 AF9914  USGS QUAD   -  GRANITE MOUNTAIN (1978)
 AF9914
 AF9914                         *CURRENT SURVEY CONTROL
 AF9914  ___________________________________________________________________
 AF9914* NAD 83(1993)-  31 30 38.40338(N)    105 36 04.29442(W)     ADJUSTED  
 AF9914* NAVD 88     -      1590.     (meters)    5217.     (feet)  SCALED    
 AF9914  ___________________________________________________________________
 AF9914  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AF9914  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AF9914
 AF9914  HORZ ORDER  -  THIRD
 AF9914
 AF9914.The horizontal coordinates were established by classical geodetic methods
 AF9914.and adjusted by the National Geodetic Survey in July 1998..
 AF9914
 AF9914.The orthometric height was scaled from a topographic map.
 AF9914
 AF9914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9914
 AF9914.The geoid height was determined by GEOID03.
 AF9914
 AF9914;                    North         East     Units Scale Factor Converg.
 AF9914;SPC TX C     - 3,216,265.525   199,824.404   MT  0.99992112   -2 42 47.7
 AF9914;SPC TX C     -10,552,031.14    655,590.57   sFT  0.99992112   -2 42 47.7
 AF9914;UTM  13      - 3,486,355.515   442,914.129   MT  0.99964019   -0 18 51.2
 AF9914
 AF9914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9914!SPC TX C     -   0.99975406  x   0.99992112  =   0.99967520
 AF9914!UTM  13      -   0.99975406  x   0.99964019  =   0.99939434
 AF9914
 AF9914                          SUPERSEDED SURVEY CONTROL
 AF9914
 AF9914.No superseded survey control is available for this station.
 AF9914
 AF9914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ4291486356(NAD 83)
 AF9914_MARKER: DS = TRIANGULATION STATION DISK
 AF9914
 AF9914  HISTORY     - Date     Condition        Report By
 AF9914  HISTORY     - 1940     MONUMENTED       USGS
 AF9914
 AF9914                          STATION DESCRIPTION
 AF9914
 AF9914'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 AF9914'LOCATED ON A HILL NEAR S. BORDER OF QUADRANGLE. THE HILL IS LOCALLY
 AF9914'KNOWN AS GRANITE HILL.
 AF9914'STATION MARK--STANDARD TABLET SET IN ROCK LEDGE, JUST S. OF HIGHEST
 AF9914'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0631 ***********************************************************************
 BN0631  DESIGNATION -  ROUND 2
 BN0631  PID         -  BN0631
 BN0631  STATE/COUNTY-  TX/BLANCO
 BN0631  USGS QUAD   -  ROUND MOUNTAIN (1986)
 BN0631
 BN0631                         *CURRENT SURVEY CONTROL
 BN0631  ___________________________________________________________________
 BN0631* NAD 83(1993)-  30 26 58.75344(N)    098 20 16.36318(W)     ADJUSTED  
 BN0631* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 BN0631  ___________________________________________________________________
 BN0631  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 BN0631  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 BN0631
 BN0631  HORZ ORDER  -  SECOND
 BN0631
 BN0631.The horizontal coordinates were established by classical geodetic methods
 BN0631.and adjusted by the National Geodetic Survey in February 1996..
 BN0631
 BN0631.The orthometric height was scaled from a topographic map.
 BN0631
 BN0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0631
 BN0631.The geoid height was determined by GEOID03.
 BN0631
 BN0631;                    North         East     Units Scale Factor Converg.
 BN0631;SPC TX C     - 3,088,517.707   891,635.974   MT  0.99992779   +1 01 40.0
 BN0631;SPC TX C     -10,132,911.84  2,925,309.02   sFT  0.99992779   +1 01 40.0
 BN0631;SPC TXSC     - 4,290,155.293   663,598.635   MT  1.00005228   +0 19 27.8
 BN0631;SPC TXSC     -14,075,284.49  2,177,156.52   sFT  1.00005228   +0 19 27.8
 BN0631;UTM  14      - 3,368,798.493   563,570.905   MT  0.99964985   +0 20 08.0
 BN0631
 BN0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0631!SPC TX C     -   0.99993919  x   0.99992779  =   0.99986698
 BN0631!SPC TXSC     -   0.99993919  x   1.00005228  =   0.99999146
 BN0631!UTM  14      -   0.99993919  x   0.99964985  =   0.99958906
 BN0631
 BN0631|---------------------------------------------------------------------|
 BN0631| PID    Reference Object                     Distance      Geod. Az  |
 BN0631|                                                           dddmmss.s |
 BN0631| CV6170 ROUND 2 RM 1                         11.467 METERS 02424     |
 BN0631| BN0632 ROUND                                22.800 METERS 07313     |
 BN0631| CV6164 ROUND AZ MK                                        1970333.5 |
 BN0631| CV6169 ROUND 2 AZ MK                                      2004524.7 |
 BN0631| CV6171 ROUND 2 RM 2                          7.798 METERS 20528     |
 BN0631| CV6172 ROUND 2 RM 3                          7.797 METERS 20529     |
 BN0631|---------------------------------------------------------------------|
 BN0631
 BN0631                          SUPERSEDED SURVEY CONTROL
 BN0631
 BN0631  NAD 83(1986)-  30 26 58.76527(N)    098 20 16.34857(W) AD(       ) 2
 BN0631  NAD 27      -  30 26 58.06740(N)    098 20 15.26880(W) AD(       ) 2
 BN0631
 BN0631.Superseded values are not recommended for survey control.
 BN0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0631.See file dsdata.txt to determine how the superseded data were derived.
 BN0631
 BN0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6357168798(NAD 83)
 BN0631_MARKER: DS = TRIANGULATION STATION DISK
 BN0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0631+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 BN0631
 BN0631  HISTORY     - Date     Condition        Report By
 BN0631  HISTORY     - 1957     MONUMENTED       CGS
 BN0631  HISTORY     - 1966     GOOD             LOCSUR
 BN0631  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BN0631  HISTORY     - 20030616 GOOD             GEOCAC
 BN0631
 BN0631                          STATION DESCRIPTION
 BN0631
 BN0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (PT)
 BN0631'THE STATION IS ABOUT 9-1/4 MILES SOUTHWEST OF MARBLE FALLS
 BN0631'AND 1.5 MILES NORTHEAST OF ROUND MOUNTAIN, 3 FEET EAST OF
 BN0631'THE WEST RIGHT-OF-WAY FENCE OF U.S. HIGHWAY NO. 281, 0.2
 BN0631'MILE NORTH OF A SMALL TAVERN AND THE TOP OF A LOW DIVIDE
 BN0631'WHICH IS ABOUT 25 FEET HIGHER THAN THE SITE OF THE STATION.
 BN0631'THE HILLS ABOUT 1/2 MILE WEST OF THE HIGHWAY ARE ABOUT 50
 BN0631'FEET HIGHER THAN THE STATION.  THE MARK IS A STANDARD DISK
 BN0631'STAMPED ROUND 2 1957 IN A CONCRETE POST WHICH PROJECTS ABOUT
 BN0631'4 INCHES.
 BN0631'
 BN0631'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ROUND 2
 BN0631'1957 NO. 1 IN A CONCRETE POST PROJECTING ABOUT 1 INCH.  IT
 BN0631'IS NORTH OF THE STATION AND 2 FEET EAST OF THE WEST RIGHT-OF-WAY
 BN0631'FENCE LINE.
 BN0631'
 BN0631'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ROUND 2
 BN0631'1957 NO. 2 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES, 2
 BN0631'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND IT IS NORTH
 BN0631'OF THE STATION.
 BN0631'
 BN0631'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROUND 2 1957
 BN0631'IN A CONCRETE POST PROJECTING ABOUT 2 INCHES, 2 FEET EAST
 BN0631'OF THE WEST RIGHT-OF-WAY FENCE, 4 FEET NORTHEAST OF A POWER
 BN0631'POLE, AT THE TOP OF A LOW DIVIDE AND ACROSS THE HIGHWAY
 BN0631'WEST FROM A SMALL CAFE AND TAVERN.
 BN0631'
 BN0631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 BN0631'281 AND F.M. ROAD NO. 962 WHICH IS NEAR THE P.O. IN ROUND
 BN0631'MOUNTAIN.  GO NORTH OF U.S. 281 1.3 MILES TO THE TOP OF THE
 BN0631'LOW DIVIDE AND THE AZIMUTH MARK ON THE LEFT.  THEN CONTINUE
 BN0631'NORTH 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BN0631
 BN0631                          STATION RECOVERY (1966)
 BN0631
 BN0631'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966 (HHF)
 BN0631'FOUND BASE OF MONUMENT ON WEST SIDE OF HIGHWAY AND EAST OF
 BN0631'ROW FENCE.  THE DISK WITH APPROX. 3 INCHES OF CONCRETE WAS
 BN0631'FOUND APPROX. 50 FEET S OF THE MONUMENT BASE.  APPARENTLY
 BN0631'BROKEN OFF BY HEAVY ROAD MACHINERY.  UNABLE TO FIND REFERENCE
 BN0631'MARKS 1 AND 2, BUT LOCATED THE AZIMUTH MARK.
 BN0631
 BN0631                          STATION RECOVERY (1969)
 BN0631
 BN0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BN0631'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 BN0631'CONDITION.  THE STATION MONUMENT WAS FOUND ABOUT 50 FEET
 BN0631'SOUTH OF ITS ORIGINAL POSITION WITH THE TOP PORTION AND
 BN0631'DISK GONE.  THIS PART OF THE MARK WAS FOUND ABOUT 25 FEET
 BN0631'SOUTH OF THE REST OF THE MONUMENT.  THE DISK AND A SMALL
 BN0631'PORTION OF CONCRETE OF REFERENCE MARK 2 WAS FOUND ABOUT 150
 BN0631'FEET SOUTH OF ITS ORIGINAL POSITION.  THE MONUMENT OF REFERENCE
 BN0631'MARK 2 WAS FOUND IN APPARANT GOOD CONDITION AND A NEW DISK
 BN0631'WAS SET IN IT AND IS NOW REFERENCE MARK 3.  NO UNDERGROUND
 BN0631'STATION MARK COULD BE FOUND AND THE STATION WAS ESTABLISHED
 BN0631'BY USING THE MEASUREMENT FROM REFERENCE MARK 1 AND THE
 BN0631'ANGLE BETWEEN THE REFERENCE MARK AND THE AZIMUTH MARK.
 BN0631'
 BN0631'ABOUT 9 MILES SOUTHWEST OF MARBLE FALLS, 1-1/2 MILES NORTHEAST
 BN0631'OF ROUND MOUNTAIN AND ON ROAD RIGHT-OF-WAY.  IT IS A STANDARD
 BN0631'DISK STAMPED ROUND 2 1957 1969 SET IN A DRILL HOLE IN WHAT
 BN0631'APPEARS TO BE BEDROCK ABOUT 12 INCHES UNDERGROUND.  IT IS
 BN0631'141 FEET NORTH OF A 7 INCH LIVE OAK TREE, 60 FEET EAST OF
 BN0631'THE CENTERLINE OF THE HIGHWAY, ABOUT 40 FEET SOUTHEAST OF
 BN0631'A 12 INCH LIVE OAK TREE, 3 FEET EAST OF A FENCE AND 3 FEET
 BN0631'EAST OF A METAL WITNESS POST.
 BN0631'
 BN0631'REFERENCE MARK 1 IS 61 FEET WEST OF THE CENTERLINE OF THE
 BN0631'HIGHWAY, 2 FEET EAST OF THE FENCE AND ABOUT 45 FEET EAST
 BN0631'OF THE 12 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK
 BN0631'IS STAMPED ROUND 2 NO 1 1957.
 BN0631'
 BN0631'REFERENCE MARK 3 IS 61 FEET WEST OF THE CENTERLINE OF THE
 BN0631'HIGHWAY, 2 FEET EAST OF THE FENCE AND 116 FEET NORTH OF THE
 BN0631'7 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 BN0631'ROUND 2 1957 NO 3 1969.
 BN0631'
 BN0631'THE AZIMUTH MARK IS 60 FEET WEST OF THE CENTERLINE OF THE
 BN0631'HIGHWAY, 4 FEET NORTHEAST OF A POWER POLE, 2 FEET EAST OF
 BN0631'A FENCE AND AT THE TOP OF HILL CREST OPPOSITE A CAFE AND
 BN0631'TAVERN.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 BN0631'STAMPED ROUND 2 1957.
 BN0631'
 BN0631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 BN0631'AND F.M. ROAD 962 IN ROUND MOUNTAIN, GO NORTHEAST ON HIGHWAY
 BN0631'281 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BN0631'NORTHEAST FOR 0.2 MILE TO THE STATION ON THE LEFT.
 BN0631'
 BN0631'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BN0631'
 BN0631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 BN0631'MILES NORTH OF ROUND MOUNTAIN.
 BN0631
 BN0631                          STATION RECOVERY (2003)
 BN0631
 BN0631'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0631'RECOVERED IN GOOD CONDITION AT N 30 26.982 W 98 20.265 USING CONSUMER
 BN0631'GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1055 ***********************************************************************
 CA1055  DESIGNATION -  ROUND 3
 CA1055  PID         -  CA1055
 CA1055  STATE/COUNTY-  TX/BROWN
 CA1055  USGS QUAD   -  BANGS EAST (1987)
 CA1055
 CA1055                         *CURRENT SURVEY CONTROL
 CA1055  ___________________________________________________________________
 CA1055* NAD 83(1993)-  31 42 21.70928(N)    099 00 06.25842(W)     ADJUSTED  
 CA1055* NAVD 88     -       468.2    (meters)    1536.     (feet)  VERTCON   
 CA1055  ___________________________________________________________________
 CA1055  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CA1055  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CA1055
 CA1055  HORZ ORDER  -  FIRST
 CA1055
 CA1055.The horizontal coordinates were established by classical geodetic methods
 CA1055.and adjusted by the National Geodetic Survey in February 1996..
 CA1055
 CA1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1055
 CA1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1055
 CA1055.The geoid height was determined by GEOID03.
 CA1055
 CA1055;                    North         East     Units Scale Factor Converg.
 CA1055;SPC TX C     - 3,226,836.256   826,217.965   MT  0.99995718   +0 41 09.1
 CA1055;SPC TX C     -10,586,711.95  2,710,683.44   sFT  0.99995718   +0 41 09.1
 CA1055;UTM  14      - 3,507,852.132   499,835.272   MT  0.99960000   -0 00 03.3
 CA1055
 CA1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1055!SPC TX C     -   0.99993055  x   0.99995718  =   0.99988773
 CA1055!UTM  14      -   0.99993055  x   0.99960000  =   0.99953057
 CA1055
 CA1055:                Primary Azimuth Mark                     Grid Az
 CA1055:SPC TX C     -  ZEPHYR                                   095 22 05.0
 CA1055:UTM  14      -  ZEPHYR                                   096 03 17.4
 CA1055
 CA1055|---------------------------------------------------------------------|
 CA1055| PID    Reference Object                     Distance      Geod. Az  |
 CA1055|                                                           dddmmss.s |
 CA1055| CA0918 ZEPHYR                              APPROX.18.0 KM 0960314.1 |
 CA1055| CA1032 BROWNWOOD COGGINS AVE BAP CH        APPROX. 1.7 KM 0982053.2 |
 CA1055| CA1054 BM                                    3.020 METERS 09921     |
 CA1055| CV6173 ROUND 3 RM 3                         20.005 METERS 14006     |
 CA1055| CA1050 BROWNWOOD POLICE MAST               252.855 METERS 16144     |
 CA1055| CA1051 BROWNWOOD GTE MICROWAVE             APPROX. 0.6 KM 1864038.2 |
 CA1055| CA1053 BROWNWOOD ATL PIPE LINE MAST        APPROX. 4.9 KM 2233425.5 |
 CA1055| CV6174 ROUND 3 RM 4                         11.540 METERS 23316     |
 CA1055| CA1059 BANGS WATER TANK                    APPROX.12.4 KM 2742405.0 |
 CA1055| CA1052 BROWNWOOD CABLE TV MAST             APPROX. 2.0 KM 3323729.4 |
 CA1055|---------------------------------------------------------------------|
 CA1055
 CA1055                          SUPERSEDED SURVEY CONTROL
 CA1055
 CA1055  NAD 83(1986)-  31 42 21.71894(N)    099 00 06.24334(W) AD(       ) 1
 CA1055  NAD 27      -  31 42 21.16898(N)    099 00 05.06369(W) AD(       ) 1
 CA1055  NGVD 29 (07/19/86)  468.1    (m)         1536.     (f) VERT ANG       
 CA1055
 CA1055.Superseded values are not recommended for survey control.
 CA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1055.See file dsdata.txt to determine how the superseded data were derived.
 CA1055
 CA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9983507852(NAD 83)
 CA1055_MARKER: DS = TRIANGULATION STATION DISK
 CA1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1055
 CA1055  HISTORY     - Date     Condition        Report By
 CA1055  HISTORY     - 1975     MONUMENTED       NGS
 CA1055
 CA1055                          STATION DESCRIPTION
 CA1055
 CA1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA1055'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF BROWNWOOD, 1/4
 CA1055'MILE WEST OF GREENLEAF CEMETERY AND JUST NORTH OF 2 LARGE WATER
 CA1055'TANKS ON THE HIGHEST POINT OF ROUND MOUNTAIN.
 CA1055'
 CA1055'TO REACH THE STATION FROM THE POST OFFICE IN BROWNWOOD, GO
 CA1055'SOUTHWEST ON CENTER STREET FOR 0.6 MILE TO STATE HIGHWAY 377, (TO
 CA1055'REACH BENCH MARK U 74 CONTINUE STRAIGHT AHEAD ON COLEMAN AVENUE FOR
 CA1055'0.1 MILE TO BENCH MARK ON THE LEFT.) TURN LEFT CROSSING RAILROAD
 CA1055'TRACKS THENCE RIGHT AND CONTINUE ON CENTER STREET FOR 0.7 MILE TO
 CA1055'A CROSSROAD, MAIN STREET, CONTINUE STRAIGHT AHEAD ACROSS
 CA1055'RAILROAD TRACKS FOR 0.05 MILE TO A SIDE ROAD LEFT AND LOCKED
 CA1055'GATE.  (KEY MAY BE OBTAINED FROM THE BROWNWOOD WATER DEPT.)
 CA1055'TURN LEFT THRU GATE AND GO 0.45 MILE ON MAIN TRAVELED ROAD TO
 CA1055'TOP OF HILL AND STATION JUST NORTH OF 2 WATER TANKS.
 CA1055'
 CA1055'STATION MARKS ARE STANDARD DISKS STAMPED ROUND 3 1975.  THE
 CA1055'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CA1055'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 12
 CA1055'FEET NORTH OF TANK AND 15 FEET EAST OF 24-INCH PIPE COMING OUT OF
 CA1055'TANK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CA1055'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CA1055'
 CA1055'USBR BM IS A STANDARD U.S. BUREAU OF RECLAMATION BENCH MARK DISK
 CA1055'THAT HAS NO STAMPING.  IT IS BRAZED TO THE TOP OF A 2-INCH IRON
 CA1055'PIPE THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 CA1055'
 CA1055'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ROUND 3 NO 3 1975 SET
 CA1055'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CA1055'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET EAST OF THE NORTH
 CA1055'TANK.
 CA1055'
 CA1055'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ROUND 3 NO 4 1975
 CA1055'CEMENTED IN A DRILL HOLE IN THE FOUNDATION OF THE NORTH TANK.
 CA1055'
 CA1055'BM U 74 IS A STANDARD DISK STAMPED U 74 1931 SET IN THE TOP OF A
 CA1055'12-INCH SQUARE CONCRETE POST IS FLUSH WITH THE GROUND SURFACE.  IT
 CA1055'IS 54 FEET SOUTH OF APPROXIMATE CENTER OF COLEMAN AVENUE, 27 FEET
 CA1055'NORTH OF NORTH RAIL OF RAILROAD TRACKS, 17 FEET EAST OF POWERLINE
 CA1055'POLE AND 14 FEET NORTHEAST OF WHITE KEEP OFF SIGN.  THIS BENCH
 CA1055'MARK WAS CHECKED AT A LATER DATE AND FOUND TO ALSO HAVE 1356.631
 CA1055'STAMPED ON IT.
 CA1055'
 CA1055'HEIGHT OF LIGHT ABOVE STATION MARK 18.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9969 ***********************************************************************
 AG9969  DESIGNATION -  ROUND ROCK
 AG9969  PID         -  AG9969
 AG9969  STATE/COUNTY-  TX/WILLIAMSON
 AG9969  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 AG9969
 AG9969                         *CURRENT SURVEY CONTROL
 AG9969  ___________________________________________________________________
 AG9969* NAD 83(1993)-  30 29 19.23930(N)    097 40 29.73515(W)     ADJUSTED  
 AG9969* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 AG9969  ___________________________________________________________________
 AG9969  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AG9969  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AG9969
 AG9969  HORZ ORDER  -  THIRD
 AG9969
 AG9969.The horizontal coordinates were established by classical geodetic methods
 AG9969.and adjusted by the National Geodetic Survey in July 1998..
 AG9969
 AG9969.The orthometric height was scaled from a topographic map.
 AG9969
 AG9969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9969
 AG9969.The geoid height was determined by GEOID03.
 AG9969
 AG9969;                    North         East     Units Scale Factor Converg.
 AG9969;SPC TX C     - 3,094,174.105   955,189.440   MT  0.99992151   +1 22 09.2
 AG9969;SPC TX C     -10,151,469.54  3,133,817.35   sFT  0.99992151   +1 22 09.2
 AG9969;UTM  14      - 3,373,683.016   627,175.026   MT  0.99979952   +0 40 20.6
 AG9969
 AG9969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9969!SPC TX C     -   0.99996009  x   0.99992151  =   0.99988160
 AG9969!UTM  14      -   0.99996009  x   0.99979952  =   0.99975962
 AG9969
 AG9969                          SUPERSEDED SURVEY CONTROL
 AG9969
 AG9969.No superseded survey control is available for this station.
 AG9969
 AG9969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2717573683(NAD 83)
 AG9969_MARKER: DS = TRIANGULATION STATION DISK
 AG9969
 AG9969  HISTORY     - Date     Condition        Report By
 AG9969  HISTORY     - 1954     MONUMENTED       USGS
 AG9969  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AG9969
 AG9969                          STATION DESCRIPTION
 AG9969
 AG9969'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9969'STATION IS LOCATED 1.5 AIRLINE MI. S. OF ROUND ROCK, TEXAS, AT THE TOP
 AG9969'OF THE FIRST HILL S. OF TOWN.
 AG9969'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND FARM
 AG9969'ROAD 620 IN ROUND ROCK, GO S. ON U.S. HIGHWAY 81 FOR 1.5 MI. TO A
 AG9969'PRIVATE DRIVE E., AT THE TOP OF THE FIRST HILL S. OF TOWN.  STATION
 AG9969'MARK IS 160 FT. E. OF THE CENTERLINE OF HIGHWAY 81 12 FT. N. OF THE
 AG9969'PRIVATE DRIVE, 464 FT. NNE. OF THE E. EDGE OF THE WORLDS LARGEST RD.
 AG9969'SIGN, 42 FT. W. OF A LONE TREE ON THE N. EDGE OF THE PRIVATE DRIVE, 82
 AG9969'FT. E. OF THE E. EDGE OF ANOTHER RD. SIGN N. OF THE PRIVATE DRIVE AND
 AG9969'E. OF THE HIGHWAY.
 AG9969'STATION MARK--A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 AG9969'FLUSH WITH THE GROUND AND STAMPED---ROUND ROCK 1954---.
 AG9969
 AG9969                          STATION RECOVERY (2004)
 AG9969
 AG9969'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 AG9969'US 81 HAS BEEN REROUTED A SHORT DISTANCE TO THE WEST. REFERENCES CAN
 AG9969'NOT BE POSITIVELY IDENTIFIED. MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9970 ***********************************************************************
 AG9970  DESIGNATION -  ROUND ROCK WT SEC
 AG9970  PID         -  AG9970
 AG9970  STATE/COUNTY-  TX/WILLIAMSON
 AG9970  USGS QUAD   -  ROUND ROCK (1987)
 AG9970
 AG9970                         *CURRENT SURVEY CONTROL
 AG9970  ___________________________________________________________________
 AG9970* NAD 83(1993)-  30 30 32.33127(N)    097 40 46.64698(W)     ADJUSTED  
 AG9970* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 AG9970  ___________________________________________________________________
 AG9970  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AG9970  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AG9970
 AG9970  HORZ ORDER  -  THIRD
 AG9970
 AG9970.The horizontal coordinates were established by classical geodetic methods
 AG9970.and adjusted by the National Geodetic Survey in July 1998..
 AG9970
 AG9970.The orthometric height was scaled from a topographic map.
 AG9970
 AG9970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9970
 AG9970.The geoid height was determined by GEOID03.
 AG9970
 AG9970;                    North         East     Units Scale Factor Converg.
 AG9970;SPC TX C     - 3,096,413.362   954,684.889   MT  0.99991842   +1 22 00.5
 AG9970;SPC TX C     -10,158,816.17  3,132,162.01   sFT  0.99991842   +1 22 00.5
 AG9970;UTM  14      - 3,375,927.970   626,697.795   MT  0.99979803   +0 40 13.5
 AG9970
 AG9970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9970!SPC TX C     -   0.99996857  x   0.99991842  =   0.99988699
 AG9970!UTM  14      -   0.99996857  x   0.99979803  =   0.99976661
 AG9970
 AG9970                          SUPERSEDED SURVEY CONTROL
 AG9970
 AG9970.No superseded survey control is available for this station.
 AG9970
 AG9970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2669875928(NAD 83)
 AG9970_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9970
 AG9970  HISTORY     - Date     Condition        Report By
 AG9970  HISTORY     - 1954     MONUMENTED       USGS
 AG9970
 AG9970                          STATION DESCRIPTION
 AG9970
 AG9970'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9970'A FOUR LEG STEEL TOWER WITH CIRCULAR STEEL TANK, COVERED WITH ALUMINUM
 AG9970'PAINT AND HAVING THE NAME --ROUND ROCK-- PAINTED IN BLACK ON THE TANK
 AG9970'IN LARGE LETTERS.  TOWER IS ABOUT 135 FT. IN HEIGHT.
 AG9970'TANK IS LOCATED NEAR THE CENTER OF ROUND ROCK, 350 FT. NW. OF THE
 AG9970'INTERSECTION OF U.S. 81 AND FARM ROAD 620.
 AG9970'POINT INTERSECTED--BALL AT APEX OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0866 ***********************************************************************
 BP0866  DESIGNATION -  ROUND SEC
 BP0866  PID         -  BP0866
 BP0866  STATE/COUNTY-  TX/PECOS
 BP0866  USGS QUAD   -  SIERRA MADERA NE (1980)
 BP0866
 BP0866                         *CURRENT SURVEY CONTROL
 BP0866  ___________________________________________________________________
 BP0866* NAD 83(1993)-  30 41 01.62887(N)    102 48 39.14333(W)     ADJUSTED  
 BP0866* NAVD 88     -      1100.     (meters)    3609.     (feet)  SCALED    
 BP0866  ___________________________________________________________________
 BP0866  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BP0866  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 BP0866
 BP0866  HORZ ORDER  -  THIRD
 BP0866
 BP0866.The horizontal coordinates were established by classical geodetic methods
 BP0866.and adjusted by the National Geodetic Survey in February 1996..
 BP0866
 BP0866.The orthometric height was scaled from a topographic map.
 BP0866
 BP0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0866
 BP0866.The geoid height was determined by GEOID03.
 BP0866
 BP0866;                    North         East     Units Scale Factor Converg.
 BP0866;SPC TX C     - 3,115,396.118   462,651.284   MT  0.99989701   -1 16 33.9
 BP0866;SPC TX C     -10,221,095.43  1,517,881.75   sFT  0.99989701   -1 16 33.9
 BP0866;UTM  13      - 3,396,603.210   709,698.376   MT  1.00014248   +1 07 03.1
 BP0866
 BP0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0866!SPC TX C     -   0.99983087  x   0.99989701  =   0.99972790
 BP0866!UTM  13      -   0.99983087  x   1.00014248  =   0.99997333
 BP0866
 BP0866:                Primary Azimuth Mark                     Grid Az
 BP0866:SPC TX C     -  MADERA                                   225 31 43.3
 BP0866:UTM  13      -  MADERA                                   223 08 06.3
 BP0866
 BP0866|---------------------------------------------------------------------|
 BP0866| PID    Reference Object                     Distance      Geod. Az  |
 BP0866|                                                           dddmmss.s |
 BP0866| BP0868 MADERA                              APPROX.14.1 KM 2241509.4 |
 BP0866|---------------------------------------------------------------------|
 BP0866
 BP0866                          SUPERSEDED SURVEY CONTROL
 BP0866
 BP0866  NAD 83(1986)-  30 41 01.62236(N)    102 48 39.14398(W) AD(       ) 3
 BP0866  NAD 27      -  30 41 01.05100(N)    102 48 37.58600(W) AD(       ) 3
 BP0866
 BP0866.Superseded values are not recommended for survey control.
 BP0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0866.See file dsdata.txt to determine how the superseded data were derived.
 BP0866
 BP0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP0969896603(NAD 83)
 BP0866
 BP0866  HISTORY     - Date     Condition        Report By
 BP0866  HISTORY     - UNK      MONUMENTED
 BP0866  HISTORY     - 1975     GOOD             USGS
 BP0866
 BP0866                          STATION DESCRIPTION
 BP0866
 BP0866'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 BP0866'RECOVERED, FOUND IN GOOD CONDITION.
 BP0866'
 BP0866'STATION LOCATED 15 MI. S. AND A LITTLE E. OF FORT STOCKTON, ON A
 BP0866'FLAT-TOPPED HILL STANDING ALONE JUST NW. OF THE END OF A LARGE MESA
 BP0866'RUNNING TOWARD THE E. THE HILL IS NOT QUITE AS HIGH AS THE HIGHEST
 BP0866'PART OF THE MESA AT A POINT SEVERAL MILES E., KNOWN LOCALLY AS
 BP0866'---ROUND MOUNTAIN---.  CAN BE REACHED BY RD. SW. FROM THE MARTIN RANCH
 BP0866'OR FROM THE MARATHON- FORT STOCKTON RD. E. PAST THE ---SIX-SHOOTER---
 BP0866'WELLS.
 BP0866'
 BP0866'STATION MARK - ALUMINUM TABLET CEMENTED IN SOLID ROCK, ON HIGHEST
 BP0866'PART OF HILL.
 BP0866'
 BP0866'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0994 ***********************************************************************
 CT0994  DESIGNATION -  ROUND TOP
 CT0994  PID         -  CT0994
 CT0994  STATE/COUNTY-  TX/PALO PINTO
 CT0994  USGS QUAD   -  PALO PINTO (1984)
 CT0994
 CT0994                         *CURRENT SURVEY CONTROL
 CT0994  ___________________________________________________________________
 CT0994* NAD 83(1993)-  32 45 01.75414(N)    098 16 19.43995(W)     ADJUSTED  
 CT0994* NAVD 88     -       387.5    (meters)    1271.     (feet)  VERTCON   
 CT0994  ___________________________________________________________________
 CT0994  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CT0994  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CT0994
 CT0994  HORZ ORDER  -  THIRD
 CT0994
 CT0994.The horizontal coordinates were established by classical geodetic methods
 CT0994.and adjusted by the National Geodetic Survey in February 1996..
 CT0994
 CT0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0994
 CT0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0994
 CT0994.The geoid height was determined by GEOID03.
 CT0994
 CT0994;                    North         East     Units Scale Factor Converg.
 CT0994;SPC TXNC     - 2,120,207.921   621,358.414   MT  0.99988635   +0 07 27.5
 CT0994;SPC TXNC     - 6,956,048.82  2,038,573.40   sFT  0.99988635   +0 07 27.5
 CT0994;UTM  14      - 3,623,860.843   568,192.023   MT  0.99965734   +0 23 37.7
 CT0994
 CT0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0994!SPC TXNC     -   0.99994376  x   0.99988635  =   0.99983012
 CT0994!UTM  14      -   0.99994376  x   0.99965734  =   0.99960112
 CT0994
 CT0994:                Primary Azimuth Mark                     Grid Az
 CT0994:SPC TXNC     -  FENCE                                    028 26 18.3
 CT0994:UTM  14      -  FENCE                                    028 10 08.1
 CT0994
 CT0994|---------------------------------------------------------------------|
 CT0994| PID    Reference Object                     Distance      Geod. Az  |
 CT0994|                                                           dddmmss.s |
 CT0994| CT0981 FENCE                               APPROX. 7.3 KM 0283345.8 |
 CT0994|---------------------------------------------------------------------|
 CT0994
 CT0994                          SUPERSEDED SURVEY CONTROL
 CT0994
 CT0994  NAD 83(1993)-  32 45 01.75768(N)    098 16 19.42675(W) AD(       ) 3
 CT0994  NAD 83(1986)-  32 45 01.75842(N)    098 16 19.42384(W) AD(       ) 3
 CT0994  NAD 27      -  32 45 01.30308(N)    098 16 18.25268(W) AD(       ) 3
 CT0994  NGVD 29 (07/19/86)  387.4    (m)         1271.     (f) VERT ANG       
 CT0994
 CT0994.Superseded values are not recommended for survey control.
 CT0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0994.See file dsdata.txt to determine how the superseded data were derived.
 CT0994
 CT0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB6819223861(NAD 83)
 CT0994_MARKER: DD = SURVEY DISK
 CT0994_SETTING: 66 = SET IN ROCK OUTCROP
 CT0994_SP_SET: SET IN ROCK OUTCROP
 CT0994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0994+STABILITY: POSITION/ELEVATION WELL
 CT0994
 CT0994  HISTORY     - Date     Condition        Report By
 CT0994  HISTORY     - 1957     MONUMENTED       USGS
 CT0994
 CT0994                          STATION DESCRIPTION
 CT0994
 CT0994'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CT0994'STATION IS LOCATED ABOUT 2.0 MI. (AIRLINE) SE. OF PALO PINTO, PALO
 CT0994'PINTO COUNTY, TEXAS, ON A SMALL, TIMBERED, CIRCULAR TIP ON LAND
 CT0994'OWNED BY J. W. PADGETT (NOTE--OLD STATION --ROUND TOP-- ESTABLISHED
 CT0994'BY USGS IN 1924 HAS BEEN DESTROYED AND THE ORIGINAL STATION COULD
 CT0994'NOT BE FOUND).
 CT0994'
 CT0994'TO REACH THE STATION FROM PALO PINTO COUNTY COURTHOUSE, GO E. ON U.S.
 CT0994'HIGHWAY 180 FOR 1.0 MI. TO CATTLEGUARD ON RIGHT AND THE ENTRANCE TO
 CT0994'J. W. PADGETT RANCH, TURN RIGHT AND GO 0.6 MI. TO RANCH BUILDINGS AND
 CT0994'GATE S. OF HOUSE, GO THROUGH GATE AND 1.1 MI. S., FOLLOW A TRACK RD.
 CT0994'TO THE N. SIDE OF TOP.  STATION IS ABOUT 150 FT. S. OF THE END OF
 CT0994'TRUCK TRAVEL.
 CT0994'
 CT0994'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN LIMESTONE
 CT0994'OUTCROP FLUSH WITH GROUND, STAMPED ---ROUND TOP 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0839 ***********************************************************************
 CB0839  DESIGNATION -  ROUSE
 CB0839  PID         -  CB0839
 CB0839  STATE/COUNTY-  TX/COKE
 CB0839  USGS QUAD   -  BRONTE (1987)
 CB0839
 CB0839                         *CURRENT SURVEY CONTROL
 CB0839  ___________________________________________________________________
 CB0839* NAD 83(1993)-  31 54 09.53140(N)    100 16 05.27657(W)     ADJUSTED  
 CB0839* NAVD 88     -       604.9    (meters)    1985.     (feet)  VERTCON   
 CB0839  ___________________________________________________________________
 CB0839  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CB0839  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 CB0839
 CB0839  HORZ ORDER  -  FIRST
 CB0839
 CB0839.The horizontal coordinates were established by classical geodetic methods
 CB0839.and adjusted by the National Geodetic Survey in February 1996..
 CB0839
 CB0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0839
 CB0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0839
 CB0839.The geoid height was determined by GEOID03.
 CB0839
 CB0839;                    North         East     Units Scale Factor Converg.
 CB0839;SPC TX C     - 3,247,883.776   706,167.576   MT  1.00000525   +0 02 00.9
 CB0839;SPC TX C     -10,655,765.36  2,316,818.12   sFT  1.00000525   +0 02 00.9
 CB0839;UTM  14      - 3,530,346.368   380,087.374   MT  0.99977733   -0 40 12.9
 CB0839
 CB0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0839!SPC TX C     -   0.99990898  x   1.00000525  =   0.99991422
 CB0839!UTM  14      -   0.99990898  x   0.99977733  =   0.99968633
 CB0839
 CB0839|---------------------------------------------------------------------|
 CB0839| PID    Reference Object                     Distance      Geod. Az  |
 CB0839|                                                           dddmmss.s |
 CB0839| CB0840 TXGS MARK NEAR STA ROUSE 1935         4.050 METERS 02436     |
 CB0839| CV6177 ROUSE RM 1                           15.510 METERS 06228     |
 CB0839| CV6178 ROUSE RM 2                           14.985 METERS 15049     |
 CB0839| CB0836 BRONTE MUNICIPAL TANK               APPROX. 3.2 KM 2373422.5 |
 CB0839| CV6176 ROUSE AZ MK 2                                      3003612.5 |
 CB0839| CV6175 ROUSE AZ MK                                        3003612.4 |
 CB0839|---------------------------------------------------------------------|
 CB0839
 CB0839                          SUPERSEDED SURVEY CONTROL
 CB0839
 CB0839  NAD 83(1986)-  31 54 09.53743(N)    100 16 05.26290(W) AD(       ) 1
 CB0839  NAD 27      -  31 54 09.01600(N)    100 16 03.92700(W) AD(       ) 1
 CB0839  NGVD 29 (07/19/86)  604.7    (m)         1984.     (f) VERT ANG       
 CB0839
 CB0839.Superseded values are not recommended for survey control.
 CB0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0839.See file dsdata.txt to determine how the superseded data were derived.
 CB0839
 CB0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA8008730346(NAD 83)
 CB0839_MARKER: DS = TRIANGULATION STATION DISK
 CB0839_SETTING: 0 = UNSPECIFIED SETTING
 CB0839
 CB0839  HISTORY     - Date     Condition        Report By
 CB0839  HISTORY     - 1935     MONUMENTED       CGS
 CB0839  HISTORY     - 1937     GOOD             TXHD
 CB0839  HISTORY     - 1943     GOOD             CGS
 CB0839  HISTORY     - 1952     GOOD             CGS
 CB0839  HISTORY     - 1958     GOOD             USGS
 CB0839
 CB0839                          STATION DESCRIPTION
 CB0839
 CB0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0839'STATION IS LOCATED ABOUT 8-3/4 MILES WNW FROM NORTON, 6-3/4
 CB0839'MILES NW FROM MAVERICK, AND 2 MILES NE FROM BRONTE ON THE
 CB0839'N END OF A SHORT RIDGE.  IT IS ON THE HIGHEST GROUND IN THE
 CB0839'VICINITY, 175 FEET N OF THE S RIM, 105 FEET E OF THE W RIM,
 CB0839'90 FEET S OF THE N RIM OF THE RIDGE, AND PROJECTS ABOUT
 CB0839'5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CB0839'
 CB0839'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 CB0839'IN CONCRETE.  UNDERGROUND MARK IS A BRONZE DISK SET IN A
 CB0839'DRILL HOLE IN BEDROCK.
 CB0839'
 CB0839'REFERENCE MARK 1 IS NE OF THE STATION AND PROJECTS ABOUT 6
 CB0839'INCHES.
 CB0839'
 CB0839'REFERENCE MARK 2 IS SE OF THE STATION AND PROJECTS ABOUT 6
 CB0839'INCHES.
 CB0839'
 CB0839'AZIMUTH MARK IS NW OF STATION, 0.1 MILE W OF MR. ROUSES HOUSE
 CB0839'ON A SLIGHT RISE IN GROUND, 22 FEET N OF THE CENTER LINE OF
 CB0839'AN E-W ROAD ON N RIGHT-OF-WAY FENCE, AND PROJECTS ABOUT 8
 CB0839'INCHES ABOVE THE SURFACE OF THE GROUND.
 CB0839'
 CB0839'U.S.C. AND G.S. AND STATE SURVEY MARK IS N OF STATION.  IT
 CB0839'IS A BRONZE DISK CAST IN TOP OF A 6-INCH SQUARE CONCRETE
 CB0839'POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 CB0839'GROUND.  NO STATION NUMBER OR ELEVATION WAS STAMPED THEREON.
 CB0839'
 CB0839'STATION IS REACHED FROM THE MAIN INTERSECTION IN BRONTE, BY
 CB0839'GOING N ON STATE HIGHWAY 70 (GRAVEL) FOR 1.4 MILES.  TURN RIGHT
 CB0839'(E) ON A DIRT T-ROAD.  PROCEED E 0.8 MILE AND TURN RIGHT INTO
 CB0839'YARD OF MR. H.M. ROUSE AT END OF TRUCK TRAVEL.  FROM HERE
 CB0839'CLIMB TO TOP OF RIDGE SSE ABOUT 1/3 MILE TO STATION.
 CB0839'
 CB0839'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CB0839
 CB0839                          STATION RECOVERY (1937)
 CB0839
 CB0839'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0839'STATION, REFERENCE MARKS 1 AND 2, AZIMUTH AND U.S.C. AND G.S.
 CB0839'AND STATE SURVEY MARKS WERE RECOVERED IN GOOD CONDITION AS
 CB0839'DESCRIBED, EXCEPT THAT AZIMUTH MARK IS 0.2 MILE INSTEAD OF
 CB0839'0.1 MILE W OF THE ROUSE HOUSE.  DESCRIPTION FOR LOCATING
 CB0839'STATION IS ADEQUATE.
 CB0839
 CB0839                          STATION RECOVERY (1943)
 CB0839
 CB0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0839'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 CB0839'GOOD CONDITION.
 CB0839'
 CB0839'THE DESCRIPTION SUBMITTED IN 1935 IS ADEQUATE AND SUFFICIENT
 CB0839'EXCEPT THAT STATE HIGHWAY 70 IS NOW A SURFACED ROAD AND THE
 CB0839'HOUSE MENTIONED AT THE END OF TRUCK TRAVEL NO LONGER EXISTS.
 CB0839'
 CB0839'THE STATION WAS NOT OCCUPIED.
 CB0839
 CB0839                          STATION RECOVERY (1952)
 CB0839
 CB0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (BHR)
 CB0839'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CB0839'DESCRIBED.  THE AZIMUTH MARK WAS RESET AT THE REQUEST OF
 CB0839'THE STATE HIGHWAY DEPARTMENT TO CLEAR NEW HIGHWAY CONSTRUCTION.
 CB0839'THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE HOUSE AT THE END OF
 CB0839'TRUCK TRAVEL IS GONE.
 CB0839'
 CB0839'THE RESET AZIMUTH MARK IS EXACTLY IN LINE WITH THE ORIGINAL
 CB0839'MARK, ABOUT 30 FT. FARTHER FROM THE STATION, 50 FT. N OF THE
 CB0839'APPROXIMATE CENTERLINE OF THE HIGHWAY, AND 1 FT. N OF THE
 CB0839'N RIGHT-OF-WAY FENCE.  IT IS A STANDARD DISK, STAMPED ROUSE
 CB0839'1935 1952 AND SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 CB0839'ABOUT 10 IN. ABOVE THE GROUND.
 CB0839
 CB0839                          STATION RECOVERY (1958)
 CB0839
 CB0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CB0839'STATION MARK--STANDARD USC AND GS TABLET SET ON A CONCRETE POST
 CB0839'PROJECTING 5 IN. AND STAMPED ---ROUSE 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0338 ***********************************************************************
 AO0338  DESIGNATION -  ROW
 AO0338  PID         -  AO0338
 AO0338  STATE/COUNTY-  TX/WEBB
 AO0338  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0338
 AO0338                         *CURRENT SURVEY CONTROL
 AO0338  ___________________________________________________________________
 AO0338* NAD 83(1993)-  28 04 13.06640(N)    099 33 42.30611(W)     ADJUSTED  
 AO0338* NAVD 88     -       259.759  (meters)     852.23   (feet)  ADJUSTED  
 AO0338  ___________________________________________________________________
 AO0338  X           -    -935,578.563 (meters)                     COMP
 AO0338  Y           -  -5,554,018.020 (meters)                     COMP
 AO0338  Z           -   2,983,492.258 (meters)                     COMP
 AO0338  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AO0338  ELLIP HEIGHT-         235.60  (meters)          (10/24/00) GPS OBS
 AO0338  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0338  DYNAMIC HT  -         259.358 (meters)     850.91  (feet)  COMP
 AO0338  MODELED GRAV-     979,097.2   (mgal)                       NAVD 88
 AO0338
 AO0338  HORZ ORDER  -  A
 AO0338  VERT ORDER  -  FIRST     CLASS II
 AO0338  ELLP ORDER  -  FOURTH    CLASS I
 AO0338
 AO0338.The horizontal coordinates were established by GPS observations
 AO0338.and adjusted by the National Geodetic Survey in April 1994..
 AO0338
 AO0338.The orthometric height was determined by differential leveling
 AO0338.and adjusted by the National Geodetic Survey in June 1991..
 AO0338
 AO0338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0338
 AO0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0338
 AO0338.The ellipsoidal height was determined by GPS observations
 AO0338.and is referenced to NAD 83.
 AO0338
 AO0338.The geoid height was determined by GEOID03.
 AO0338
 AO0338.The dynamic height is computed by dividing the NAVD 88
 AO0338.geopotential number by the normal gravity value computed on the
 AO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0338.degrees latitude (g = 980.6199 gals.).
 AO0338
 AO0338.The modeled gravity was interpolated from observed gravity values.
 AO0338
 AO0338;                    North         East     Units Scale Factor Converg.
 AO0338;SPC TX S     - 5,266,757.041   195,626.046   MT  1.00006857   -0 28 55.4
 AO0338;SPC TX S     -17,279,352.06    641,816.45   sFT  1.00006857   -0 28 55.4
 AO0338;SPC TXSC     - 4,026,396.549   544,775.391   MT  1.00010456   -0 16 30.8
 AO0338;SPC TXSC     -13,209,936.01  1,787,317.26   sFT  1.00010456   -0 16 30.8
 AO0338;UTM  14      - 3,105,116.813   444,802.544   MT  0.99963760   -0 15 51.6
 AO0338
 AO0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0338!SPC TX S     -   0.99996299  x   1.00006857  =   1.00003156
 AO0338!SPC TXSC     -   0.99996299  x   1.00010456  =   1.00006755
 AO0338!UTM  14      -   0.99996299  x   0.99963760  =   0.99960061
 AO0338
 AO0338:                Primary Azimuth Mark                     Grid Az
 AO0338:SPC TX S     -  ROW AZ MK                                159 27 58.2
 AO0338:SPC TXSC     -  ROW AZ MK                                159 15 33.6
 AO0338:UTM  14      -  ROW AZ MK                                159 14 54.4
 AO0338
 AO0338|---------------------------------------------------------------------|
 AO0338| PID    Reference Object                     Distance      Geod. Az  |
 AO0338|                                                           dddmmss.s |
 AO0338| AO0336 ROW AZ MK                                          1585902.8 |
 AO0338| AO0340 ROW RM 1                             46.525 METERS 19521     |
 AO0338| AO0339 ROW RM 2                             39.145 METERS 34108     |
 AO0338|---------------------------------------------------------------------|
 AO0338
 AO0338                          SUPERSEDED SURVEY CONTROL
 AO0338
 AO0338  ELLIP H (05/09/94)  235.73   (m)                       GP(       ) 4 2
 AO0338  ELLIP H (04/21/94)  235.73   (m)                       GP(       ) 3 1
 AO0338  NAD 83(1986)-  28 04 13.06164(N)    099 33 42.28151(W) AD(       ) 1
 AO0338  NAD 27      -  28 04 12.04800(N)    099 33 41.12800(W) AD(       ) 1
 AO0338  NAVD 88 (04/21/94)  259.76   (m)          852.2    (f) LEVELING    3  
 AO0338  NGVD 29 (??/??/92)  259.775  (m)          852.28   (f) ADJ UNCH    1 2
 AO0338
 AO0338.Superseded values are not recommended for survey control.
 AO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0338.See file dsdata.txt to determine how the superseded data were derived.
 AO0338
 AO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS4480305117(NAD 83)
 AO0338_MARKER: DS = TRIANGULATION STATION DISK
 AO0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0338_SP_SET: CONCRETE POST
 AO0338_STAMPING: ROW 1935
 AO0338_MARK LOGO: CGS   
 AO0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0338+STABILITY: SURFACE MOTION
 AO0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0338+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AO0338
 AO0338  HISTORY     - Date     Condition        Report By
 AO0338  HISTORY     - 1935     MONUMENTED       CGS
 AO0338  HISTORY     - 1957     GOOD             NGS
 AO0338  HISTORY     - 1982     GOOD             NGS
 AO0338  HISTORY     - 19930222 GOOD             NGS
 AO0338  HISTORY     - 20020326 GOOD             USPSQD
 AO0338
 AO0338                          STATION DESCRIPTION
 AO0338
 AO0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0338'STATION IS LOCATED 30-3/4 MILES SW OF COTULLA AND 12-1/4 MILES
 AO0338'A LITTLE N OF W OF ENCINAL.  IN FENCE 50 FEET E OF U.S. HIGHWAY
 AO0338'83 AND 380 FEET N OF CONCRETE RIGHT-OF-WAY POST, 1096+81.0.
 AO0338'MARK PROJECTS 8 INCHES ABOVE GROUND.
 AO0338'
 AO0338'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0338'BRONZE DISKS SET IN CONCRETE.
 AO0338'
 AO0338'REFERENCE MARK NO. 1 IS SSW OF STATION.  51 FEET W OF CENTER
 AO0338'LINE OF HIGHWAY.  4 FEET E OF FENCE.  MARK PROJECTS 6 INCHES
 AO0338'ABOVE GROUND.
 AO0338'
 AO0338'REFERENCE MARK NO. 2 IS NNW OF STATION.  12 FEET E OF FENCE
 AO0338'AND 62 FEET E OF CENTER LINE OF HIGHWAY.  MARK PROJECTS 6
 AO0338'INCHES ABOVE GROUND.
 AO0338'
 AO0338'AZIMUTH MARK IS 1.1 MILES SSE OF STATION.  45 FEET W OF THE
 AO0338'CENTER LINE OF U.S. HIGHWAY 83, 1 FOOT E OF FENCE AND 3 FEET
 AO0338'S OF RIGHT-OF-WAY POST, 1150+00.  MARK PROJECTS 6 INCHES ABOVE
 AO0338'GROUND.  TO REACH FROM STATION GO 1.1 MILES S ON U.S. HIGHWAY
 AO0338'83 TO MARK ON RIGHT.
 AO0338'
 AO0338'TO REACH STATION FROM THE RAILROAD STATION IN ENCINAL, GO 11.8
 AO0338'MILES W ON THE GALVAN RANCH ROAD TO U.S. HIGHWAY 83.  TURN
 AO0338'RIGHT (N) AND GO 3.3 MILES TO TOP OF GRADE AND STATION ON
 AO0338'RIGHT.
 AO0338'
 AO0338'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AO0338
 AO0338                          STATION RECOVERY (1957)
 AO0338
 AO0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AO0338'20.45 MI SE FROM CATARINA.
 AO0338'20.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0338'CATARINA, 0.15 MILE SOUTHEAST OF A HIGHWAY BORROW PIT, 50 FEET
 AO0338'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTHEAST OF A
 AO0338'FENCE, 1.4 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AO0338'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 AO0338
 AO0338                          STATION RECOVERY (1982)
 AO0338
 AO0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0338'RECOVERED IN GOOD CONDITION.
 AO0338'THE MARK IS 0.90 METERS  SSE FROM A WITNESS POST.
 AO0338
 AO0338                          STATION RECOVERY (1993)
 AO0338
 AO0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AO0338'STATION IS LOCATED ABOUT 60 KM (37.30 MI) NORTH-NORTHWEST OF LAREDO,
 AO0338'30 KM (18.65 MI) SOUTH-SOUTHEAST OF CATARINA, 5 KM (3.10 MI) NORTH OF
 AO0338'THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 44, ON HIGHWAY 83
 AO0338'RIGHT-OF-WAY, AT MILE 675.8, 0.69 KM (0.40 MI) NORTH OF A DIRT ROAD
 AO0338'ENTRANCE TO THE ENRON OIL AND GAS COMPANY FIELD, ADJACENT TO LARGE
 AO0338'DIRT PILES EXCAVATED FROM A QUARRY.  OWNERSHIP--TEXAS DEPARTMENT OF
 AO0338'TRANSPORTATION.
 AO0338'TO REACH FROM THE ROYAL PALM HOTEL IN THE CATARINA COMMUNITY, GO SOUTH
 AO0338'ON HIGHWAY 83 FOR 1.68 KM (1.05 MI) TO FARM ROAD 133 ON THE LEFT.
 AO0338'CONTINUE AHEAD FOR 16.44 KM (10.20 MI) TO THE DIMMIT-WEBB COUNTY
 AO0338'LINE. CONTINUE AHEAD FOR 14.62 KM (9.10 MI) TO THE ENTRANCE TO THE LA
 AO0338'ESPERANZA RANCH ON THE RIGHT.  CONTINUE AHEAD FOR 1.11 KM (0.70 MI)
 AO0338'TO HIGH GROUND AND STATION ON THE LEFT.
 AO0338'STATION MARK IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST
 AO0338'PROJECTING 10 CM ABOVE GROUND.  IT IS 0.1 M (0.3 FT) WEST OF AND
 AO0338'UNDER THE RIGHT-OF-WAY FENCE, 15.4 M (50.5 FT) EAST OF AND LEVEL WITH
 AO0338'THE HIGHWAY CENTER, 3.1 M (10.2 FT) NORTH OF A UTILITY POLE, 0.8 M
 AO0338'(2.6 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 0.8 M (2.6 FT)
 AO0338'NORTH OF A FIBERGLASS WITNESS POST.
 AO0338
 AO0338                          STATION RECOVERY (2002)
 AO0338
 AO0338'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0506 ***********************************************************************
 AM0506  DESIGNATION -  ROW 2
 AM0506  PID         -  AM0506
 AM0506  STATE/COUNTY-  TX/MATAGORDA
 AM0506  USGS QUAD   -  DRESSING POINT (1973)
 AM0506
 AM0506                         *CURRENT SURVEY CONTROL
 AM0506  ___________________________________________________________________
 AM0506* NAD 83(1993)-  28 38 27.97073(N)    095 52 08.70353(W)     ADJUSTED  
 AM0506* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 AM0506  ___________________________________________________________________
 AM0506  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AM0506  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0506
 AM0506  HORZ ORDER  -  SECOND
 AM0506
 AM0506.The horizontal coordinates were established by classical geodetic methods
 AM0506.and adjusted by the National Geodetic Survey in February 1996..
 AM0506
 AM0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0506
 AM0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0506
 AM0506.The geoid height was determined by GEOID03.
 AM0506
 AM0506;                    North         East     Units Scale Factor Converg.
 AM0506;SPC TXSC     - 4,093,621.567   906,064.691   MT  0.99993600   +1 32 02.0
 AM0506;SPC TXSC     -13,430,490.09  2,972,647.24   sFT  0.99993600   +1 32 02.0
 AM0506;UTM  15      - 3,171,591.718   219,527.749   MT  1.00057092   -1 22 34.0
 AM0506
 AM0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0506!SPC TXSC     -   1.00000364  x   0.99993600  =   0.99993964
 AM0506!UTM  15      -   1.00000364  x   1.00057092  =   1.00057456
 AM0506
 AM0506|---------------------------------------------------------------------|
 AM0506| PID    Reference Object                     Distance      Geod. Az  |
 AM0506|                                                           dddmmss.s |
 AM0506| CV6737 ROW 2 RM 1                           23.980 METERS 01303     |
 AM0506| AM0504 ROW 2 AZ MK                         APPROX. 0.8 KM 0615351.0 |
 AM0506| CV6738 ROW 2 RM 2                           24.047 METERS 12336     |
 AM0506|---------------------------------------------------------------------|
 AM0506
 AM0506                          SUPERSEDED SURVEY CONTROL
 AM0506
 AM0506  NAD 83(1986)-  28 38 27.97904(N)    095 52 08.68450(W) AD(       ) 2
 AM0506  NAD 27      -  28 38 27.01270(N)    095 52 07.81460(W) AD(       ) 2
 AM0506  NGVD 29 (07/19/86)    3.3    (m)           11.     (f) VERT ANG       
 AM0506
 AM0506.Superseded values are not recommended for survey control.
 AM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0506.See file dsdata.txt to determine how the superseded data were derived.
 AM0506
 AM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM1952871592(NAD 83)
 AM0506_MARKER: DS = TRIANGULATION STATION DISK
 AM0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AM0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0506+STABILITY: SURFACE MOTION
 AM0506
 AM0506  HISTORY     - Date     Condition        Report By
 AM0506  HISTORY     - 1978     MONUMENTED       NGS
 AM0506
 AM0506                          STATION DESCRIPTION
 AM0506
 AM0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0506'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF MATAGORDA,
 AM0506'7-1/2 MILES EAST-NORTHEAST OF THE MOUTH OF THE COLORADO
 AM0506'RIVER ON THE GULF SIDE OF MATAGORDA PENINSULA, ON A SAND FLAT
 AM0506'NORTH OF THE HIGH WATER LINE AND SOUTH OF SALT CEDAR MOTT.
 AM0506'THE STATION IS ON PROPERTY OWNED BY THE QUINTANA PETROLEUM
 AM0506'CORPORTATION, DRESSER TOWER SUITE 4008, HOUSTON, TEXAS 77001,
 AM0506'W. OSCAR NEUHAUS.
 AM0506'
 AM0506'TO REACH FROM THE POST OFFICE IN MATAGORDA, GO SOUTHERLY ON
 AM0506'PAVED ROAD FOR 0.3 MILE TO A DRAW BRIDGE OVER INTRACOASTAL
 AM0506'COASTAL WATERWAY.  CROSS BRIDGE AND CONTINUE SOUTHERLY FOR
 AM0506'6.45 MILES TO A CATTLE GUARD AT ENTRANCE TO GULF BEACH.  TURN
 AM0506'LEFT AND GO EAST-NORTHEAST ALONG BEACH FOR 7.7 MILES TO SALT
 AM0506'CEDARS AND STATION ON THE LEFT AS DESCRIBED.
 AM0506'
 AM0506'STATION IS A STANDARD NGS DISK
 AM0506'STAMPED---ROW 2 1978---,
 AM0506'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0506'DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0506'167 FEET NORTH-NORTHWEST FROM THE HIGH WATER LINE OF THE GULF,
 AM0506'144 FEET EAST-SOUTHEAST FROM THE SOUTH EDGE OF A SALT CEDAR
 AM0506'GROVE, AND 3 FEET NORTHEAST FROM A METAL WITNESS POST.
 AM0506'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AM0506'STAMPED---ROW 2 1978---,
 AM0506'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE.
 AM0506'
 AM0506'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AM0506'STAMPED---ROW 2 NO 1 1978---,
 AM0506'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0506'DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0506'132 FEET EAST FROM THE SOUTH EDGE OF THE SALT CEDAR GROVE,
 AM0506'35 FEET SOUTH-SOUTHEAST FROM A FIELD TRACK ROAD, AND
 AM0506'1.8 FEET SOUTH FROM A METAL WITNESS POST.
 AM0506'
 AM0506'REFERENCE MARK 2 IS A STANDARD NGS DISK
 AM0506'STAMPED---ROW 2 NO 2 1978---,
 AM0506'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0506'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AM0506'114 FEET NORTH-NORTHWEST FROM THE HIGH WATER LINE OF THE GULF
 AM0506'AND 1.5 FEET WEST FROM A METAL WITNESS POST.
 AM0506'
 AM0506'AZIMUTH MARK IS A STANDARD NGS DISK
 AM0506'STAMPED---ROW 1978---,
 AM0506'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0506'DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0506'330 FEET NORTHWEST FROM THE HIGH WATER LINE,
 AM0506'10 FEET SOUTHEAST FROM A FIELD TRACK ROAD, AND
 AM0506'1 FOOT SOUTHWEST FROM A METAL WITNESS POST.
 AM0506'
 AM0506'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED
 AM0506'EAST-NORTHEAST ON A FIELD TRACK ROAD FOR 0.5 MILE TO THE
 AM0506'AZIMUTH MARK ON THE RIGHT.
 AM0506'
 AM0506'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0504 ***********************************************************************
 AM0504  DESIGNATION -  ROW 2 AZ MK
 AM0504  PID         -  AM0504
 AM0504  STATE/COUNTY-  TX/MATAGORDA
 AM0504  USGS QUAD   -  DRESSING POINT (1973)
 AM0504
 AM0504                         *CURRENT SURVEY CONTROL
 AM0504  ___________________________________________________________________
 AM0504* NAD 83(1993)-  28 38 40.90230(N)    095 51 41.25109(W)     ADJUSTED  
 AM0504* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 AM0504  ___________________________________________________________________
 AM0504  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AM0504  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0504
 AM0504  HORZ ORDER  -  SECOND
 AM0504
 AM0504.The horizontal coordinates were established by classical geodetic methods
 AM0504.and adjusted by the National Geodetic Survey in February 1996..
 AM0504
 AM0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0504
 AM0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0504
 AM0504.The geoid height was determined by GEOID03.
 AM0504
 AM0504;                    North         East     Units Scale Factor Converg.
 AM0504;SPC TXSC     - 4,094,039.491   906,799.283   MT  0.99993525   +1 32 15.4
 AM0504;SPC TXSC     -13,431,861.23  2,975,057.31   sFT  0.99993525   +1 32 15.4
 AM0504;UTM  15      - 3,171,972.050   220,283.089   MT  1.00056570   -1 22 21.4
 AM0504
 AM0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0504!SPC TXSC     -   1.00000361  x   0.99993525  =   0.99993886
 AM0504!UTM  15      -   1.00000361  x   1.00056570  =   1.00056931
 AM0504
 AM0504                          SUPERSEDED SURVEY CONTROL
 AM0504
 AM0504  NAD 83(1986)-  28 38 40.91062(N)    095 51 41.23207(W) AD(       ) 2
 AM0504  NAD 27      -  28 38 39.94515(N)    095 51 40.36315(W) AD(       ) 2
 AM0504  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 AM0504
 AM0504.Superseded values are not recommended for survey control.
 AM0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0504.See file dsdata.txt to determine how the superseded data were derived.
 AM0504
 AM0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM2028371972(NAD 83)
 AM0504_MARKER: DZ = AZIMUTH MARK DISK
 AM0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0504+STABILITY: SURFACE MOTION
 AM0504
 AM0504  HISTORY     - Date     Condition        Report By
 AM0504  HISTORY     - 1978     MONUMENTED       NGS
 AM0504
 AM0504                          STATION DESCRIPTION
 AM0504
 AM0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0504'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST-NORTHEAST OF THE
 AM0504'MOUTH OF THE COLORADO RIVER ON THE GULF SIDE OF MATAGORDA
 AM0504'PENINSULA, 7 MILES SOUTHEAST OF MATAGORDA, ON A SAND FLAT NORTH
 AM0504'OF THE HIGH WATER LINE AND SOUTH OF A SALT CEDAR MOTT.  IT IS
 AM0504'ON PROPERTY OWNED BY THE QUINTANA PETROLEUM CORPORATION,
 AM0504'DRESSER TOWER SUITE 4008, HOUSTON, TEXAS 77001, ATTENTION
 AM0504'W. OSCAR NEUHAUS.
 AM0504'
 AM0504'TO REACH FROM THE POST OFFICE IN MATAGORDA, GO SOUTHERLY ON
 AM0504'PAVED ROAD FOR 0.3 MILE TO A DRAW BRIDGE OVER THE INTRCOASTAL
 AM0504'WATERWAY.  CROSS BRIDGE AND CONTINUE SOUTHERLY FOR 6.45 MILES
 AM0504'TO A CATTLE GUARD AT ENTRANCE TO GULF.  TURN LEFT AND GO
 AM0504'EAST-NORTHEAST ALONG BEACH FOR 7.7 MILES TO SALT CEDARS AND
 AM0504'STATION ROW 2 ON THE LEFT.  CONTINUE EAST-NORTHEAST ON FIELD
 AM0504'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 AM0504'
 AM0504'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AM0504'STAMPED---ROW 1978---,
 AM0504'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0504'DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0504'330 FEET NORTHWEST FROM THE HIGH WATER LINE,
 AM0504'10 FEET SOUTHEAST FROM A FIELD TRACK ROAD, AND
 AM0504'1 FOOT SOUTHWEST FROM A METAL WITNESS POST.
 AM0504'
 AM0504'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0336 ***********************************************************************
 AO0336  DESIGNATION -  ROW AZ MK
 AO0336  PID         -  AO0336
 AO0336  STATE/COUNTY-  TX/WEBB
 AO0336  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0336
 AO0336                         *CURRENT SURVEY CONTROL
 AO0336  ___________________________________________________________________
 AO0336* NAD 83(1986)-  28 03 16.     (N)    099 33 16.     (W)     SCALED    
 AO0336* NAVD 88     -       255.042  (meters)     836.75   (feet)  ADJUSTED  
 AO0336  ___________________________________________________________________
 AO0336  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0336  DYNAMIC HT  -         254.649 (meters)     835.46  (feet)  COMP
 AO0336  MODELED GRAV-     979,095.8   (mgal)                       NAVD 88
 AO0336
 AO0336  VERT ORDER  -  FIRST     CLASS II
 AO0336
 AO0336.The horizontal coordinates were scaled from a topographic map and have
 AO0336.an estimated accuracy of +/- 6 seconds.
 AO0336
 AO0336.The orthometric height was determined by differential leveling
 AO0336.and adjusted by the National Geodetic Survey in June 1991..
 AO0336
 AO0336.The geoid height was determined by GEOID03.
 AO0336
 AO0336.The dynamic height is computed by dividing the NAVD 88
 AO0336.geopotential number by the normal gravity value computed on the
 AO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0336.degrees latitude (g = 980.6199 gals.).
 AO0336
 AO0336.The modeled gravity was interpolated from observed gravity values.
 AO0336
 AO0336;                    North         East    Units  Estimated Accuracy
 AO0336;SPC TX S     - 5,264,990.      196,330.      MT  (+/- 180 meters Scaled)
 AO0336
 AO0336                          SUPERSEDED SURVEY CONTROL
 AO0336
 AO0336  NGVD 29 (??/??/92)  255.067  (m)          836.83   (f) ADJ UNCH    1 2
 AO0336
 AO0336.Superseded values are not recommended for survey control.
 AO0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0336.See file dsdata.txt to determine how the superseded data were derived.
 AO0336
 AO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS455033(NAD 83)
 AO0336_MARKER: DR = REFERENCE MARK DISK
 AO0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0336_STAMPING: ROW 1935 AZI
 AO0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0336+STABILITY: SURFACE MOTION
 AO0336
 AO0336  HISTORY     - Date     Condition        Report By
 AO0336  HISTORY     - 1935     MONUMENTED       CGS
 AO0336  HISTORY     - 1957     GOOD             NGS
 AO0336  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0336  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AO0336
 AO0336                          STATION DESCRIPTION
 AO0336
 AO0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0336'21.55 MI SE FROM CATARINA.
 AO0336'21.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0336'CATARINA, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.4
 AO0336'FEET NORTHEAST OF A FENCE, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN
 AO0336'THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 AO0336
 AO0336                          STATION RECOVERY (1982)
 AO0336
 AO0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0336'MARK NOT RECOVERED, A CONCRETE POST WAS FOUND IN AREA, BUT
 AO0336'UNIDENTIFIABLE AS A SURVEY MONUMENT, DISK NOT RECOVERED.
 AO0336
 AO0336                          STATION RECOVERY (2002)
 AO0336
 AO0336'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0100 ***********************************************************************
 CC0100  DESIGNATION -  ROW TXHD
 CC0100  PID         -  CC0100
 CC0100  STATE/COUNTY-  TX/MIDLAND
 CC0100  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0100
 CC0100                         *CURRENT SURVEY CONTROL
 CC0100  ___________________________________________________________________
 CC0100* NAD 83(1986)-  31 58 57.     (N)    102 04 38.     (W)     SCALED    
 CC0100* NAVD 88     -       853.443  (meters)    2800.00   (feet)  ADJUSTED  
 CC0100  ___________________________________________________________________
 CC0100  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CC0100  DYNAMIC HT  -         852.245 (meters)    2796.07  (feet)  COMP
 CC0100  MODELED GRAV-     979,206.9   (mgal)                       NAVD 88
 CC0100
 CC0100  VERT ORDER  -  SECOND    CLASS 0
 CC0100
 CC0100.The horizontal coordinates were scaled from a topographic map and have
 CC0100.an estimated accuracy of +/- 6 seconds.
 CC0100
 CC0100.The orthometric height was determined by differential leveling
 CC0100.and adjusted by the National Geodetic Survey in June 1991..
 CC0100
 CC0100.The geoid height was determined by GEOID03.
 CC0100
 CC0100.The dynamic height is computed by dividing the NAVD 88
 CC0100.geopotential number by the normal gravity value computed on the
 CC0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0100.degrees latitude (g = 980.6199 gals.).
 CC0100
 CC0100.The modeled gravity was interpolated from observed gravity values.
 CC0100
 CC0100;                    North         East    Units  Estimated Accuracy
 CC0100;SPC TX C     - 3,258,030.      535,190.      MT  (+/- 180 meters Scaled)
 CC0100
 CC0100                          SUPERSEDED SURVEY CONTROL
 CC0100
 CC0100  NGVD 29 (??/??/92)  853.074  (m)         2798.79   (f) ADJ UNCH    2 0
 CC0100
 CC0100.Superseded values are not recommended for survey control.
 CC0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0100.See file dsdata.txt to determine how the superseded data were derived.
 CC0100
 CC0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR761422(NAD 83)
 CC0100_MARKER: DD = SURVEY DISK
 CC0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0100+STABILITY: SURFACE MOTION
 CC0100
 CC0100  HISTORY     - Date     Condition        Report By
 CC0100  HISTORY     - UNK      MONUMENTED       TXHD
 CC0100  HISTORY     - 1967     GOOD             NGS
 CC0100
 CC0100                          STATION DESCRIPTION
 CC0100
 CC0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0100'0.95 MI S FROM MIDLAND.
 CC0100'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0100'THE STATION AT MIDLAND, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 349,
 CC0100'45 FEET WEST OF THE CENTER LINE OF A CONCRETE ISLAND IN THE MIDDLE OF
 CC0100'STATE HIGHWAY 349, 166 FEET NORTH OF THE CENTER LINE OF WEST TAYLOR
 CC0100'AVENUE, 17 1/2 FEET SOUTH OF A TELEPHONE POLE, 7 1/2 FEET WEST OF THE
 CC0100'WEST CONCRETE CURB OF THE HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CC0100'HIGHWAY, A TEXAS HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE
 CC0100'POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0477 ***********************************************************************
 AV0477  DESIGNATION -  ROW USE
 AV0477  PID         -  AV0477
 AV0477  STATE/COUNTY-  TX/JEFFERSON
 AV0477  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0477
 AV0477                         *CURRENT SURVEY CONTROL
 AV0477  ___________________________________________________________________
 AV0477* NAD 83(1986)-  29 49 27.     (N)    093 57 52.     (W)     SCALED    
 AV0477* NAVD 88     -         1.51   (+/-2cm)       5.0    (feet)  VERTCON   
 AV0477  ___________________________________________________________________
 AV0477  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AV0477
 AV0477  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0477
 AV0477.The horizontal coordinates were scaled from a topographic map and have
 AV0477.an estimated accuracy of +/- 6 seconds.
 AV0477
 AV0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0477.The vertical order pertains to the NGVD 29 superseded value.
 AV0477
 AV0477.The geoid height was determined by GEOID03.
 AV0477
 AV0477;                    North         East    Units  Estimated Accuracy
 AV0477;SPC TXSC     - 4,231,120.    1,086,520.      MT  (+/- 180 meters Scaled)
 AV0477
 AV0477                          SUPERSEDED SURVEY CONTROL
 AV0477
 AV0477  NGVD 29 (??/??/??)    1.494  (m)            4.90   (f) ADJUSTED    1 2
 AV0477
 AV0477.Superseded values are not recommended for survey control.
 AV0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0477.See file dsdata.txt to determine how the superseded data were derived.
 AV0477
 AV0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN068996(NAD 83)
 AV0477_MARKER: DD = SURVEY DISK
 AV0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0477_SP_SET: ABUTMENT
 AV0477_STAMPING: R O W
 AV0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0477
 AV0477  HISTORY     - Date     Condition        Report By
 AV0477  HISTORY     - UNK      MONUMENTED       DOD
 AV0477  HISTORY     - 1959     GOOD             CGS
 AV0477  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0477  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0477  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0477  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0477  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AV0477  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0477
 AV0477                          STATION DESCRIPTION
 AV0477
 AV0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0477'2.0 MI SE FROM WEST PORT ARTHUR.
 AV0477'ABOUT 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND
 AV0477'NEW ORLEANS RAILROAD STATION AT WEST PORT ARTHUR, 17 FEET NORTHEAST OF
 AV0477'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTHEAST END OF THE
 AV0477'NORTHWEST CONCRETE ABUTMENT OF A DRAWBRIDGE OVER THE INTRACOASTAL
 AV0477'CANAL, AND ABOUT 3 FEET BELOW THE FLOOR OF THE BRIDGE.
 AV0477
 AV0477                          STATION RECOVERY (1987)
 AV0477
 AV0477'RECOVERY NOTE BY US POWER SQUADRON 1987 (DIL)
 AV0477'MARK NOT FOUND.
 AV0477
 AV0477                          STATION RECOVERY (1988)
 AV0477
 AV0477'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAF)
 AV0477'MARK NOT FOUND.
 AV0477
 AV0477                          STATION RECOVERY (1989)
 AV0477
 AV0477'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0477'MARK NOT FOUND.
 AV0477
 AV0477                          STATION RECOVERY (1989)
 AV0477
 AV0477'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0477'MARK NOT FOUND.
 AV0477
 AV0477                          STATION RECOVERY (1990)
 AV0477
 AV0477'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0477'MARK NOT FOUND.
 AV0477
 AV0477                          STATION RECOVERY (1993)
 AV0477
 AV0477'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0312 ***********************************************************************
 FL0312  DESIGNATION -  ROWE
 FL0312  PID         -  FL0312
 FL0312  STATE/COUNTY-  TX/GRAY
 FL0312  USGS QUAD   -  ALANREED (1976)
 FL0312
 FL0312                         *CURRENT SURVEY CONTROL
 FL0312  ___________________________________________________________________
 FL0312* NAD 83(1993)-  35 12 27.78444(N)    100 41 00.50458(W)     ADJUSTED  
 FL0312* NAVD 88     -       936.881  (meters)    3073.75   (feet)  ADJUSTED  
 FL0312  ___________________________________________________________________
 FL0312  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FL0312  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FL0312  DYNAMIC HT  -         935.856 (meters)    3070.39  (feet)  COMP
 FL0312  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 FL0312
 FL0312  HORZ ORDER  -  FIRST
 FL0312  VERT ORDER  -  FIRST     CLASS II
 FL0312
 FL0312.The horizontal coordinates were established by classical geodetic methods
 FL0312.and adjusted by the National Geodetic Survey in February 1996..
 FL0312
 FL0312.The orthometric height was determined by differential leveling
 FL0312.and adjusted by the National Geodetic Survey in June 1991..
 FL0312
 FL0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0312
 FL0312.The geoid height was determined by GEOID03.
 FL0312
 FL0312.The dynamic height is computed by dividing the NAVD 88
 FL0312.geopotential number by the normal gravity value computed on the
 FL0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0312.degrees latitude (g = 980.6199 gals.).
 FL0312
 FL0312.The modeled gravity was interpolated from observed gravity values.
 FL0312
 FL0312;                    North         East     Units Scale Factor Converg.
 FL0312;SPC TX N     - 1,134,287.121   274,343.379   MT  0.99991757   +0 28 23.5
 FL0312;SPC TX N     - 3,721,407.00    900,074.90   sFT  0.99991757   +0 28 23.5
 FL0312;UTM  14      - 3,897,376.735   346,762.023   MT  0.99988940   -0 58 14.8
 FL0312
 FL0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0312!SPC TX N     -   0.99985707  x   0.99991757  =   0.99977465
 FL0312!UTM  14      -   0.99985707  x   0.99988940  =   0.99974648
 FL0312
 FL0312|---------------------------------------------------------------------|
 FL0312| PID    Reference Object                     Distance      Geod. Az  |
 FL0312|                                                           dddmmss.s |
 FL0312| FL0314 ROWE RM 4                            26.904 METERS 00517     |
 FL0312| FL1985 MC LEAN MUNICIPAL TANK              APPROX. 8.2 KM 0695741.1 |
 FL0312| FL0313 ROWE RM 3                            25.337 METERS 12743     |
 FL0312| FL1999 JERICO FORTINBERRY ELEVATOR         APPROX.20.8 KM 2592212.1 |
 FL0312| CL3904 ROWE RM 1                           113.900 METERS 26950     |
 FL0312| FL1992 ALANREED BAPTIST CHURCH CUPOLA      APPROX. 4.8 KM 2763956.0 |
 FL0312| FL1993 AMARILLO ST LOUIS AWY BCN 5         APPROX. 5.1 KM 2922830.8 |
 FL0312| CL3905 ROWE RM 2                           130.210 METERS 30007     |
 FL0312| FL0315 ROWE AZ MK                                         3324124.7 |
 FL0312|---------------------------------------------------------------------|
 FL0312
 FL0312                          SUPERSEDED SURVEY CONTROL
 FL0312
 FL0312  NAD 83(1993)-  35 12 27.78605(N)    100 41 00.50347(W) AD(       ) 1
 FL0312  NAD 83(1986)-  35 12 27.78910(N)    100 41 00.49536(W) AD(       ) 1
 FL0312  NAD 27      -  35 12 27.60900(N)    100 40 59.00000(W) AD(       ) 1
 FL0312  NGVD 29 (??/??/92)  936.520  (m)         3072.57   (f) ADJ UNCH    1 2
 FL0312
 FL0312.Superseded values are not recommended for survey control.
 FL0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0312.See file dsdata.txt to determine how the superseded data were derived.
 FL0312
 FL0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4676297377(NAD 83)
 FL0312_MARKER: DS = TRIANGULATION STATION DISK
 FL0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0312_STAMPING: ROWE 1921
 FL0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0312+STABILITY: SURFACE MOTION
 FL0312
 FL0312  HISTORY     - Date     Condition        Report By
 FL0312  HISTORY     - 1921     MONUMENTED       CGS
 FL0312  HISTORY     - 1938     GOOD             TXHD
 FL0312  HISTORY     - 1951     GOOD             CGS
 FL0312  HISTORY     - 1953     GOOD             CGS
 FL0312  HISTORY     - 1953     GOOD             NGS
 FL0312  HISTORY     - 1955     GOOD             CGS
 FL0312  HISTORY     - 1970     GOOD             USAF
 FL0312
 FL0312                          STATION DESCRIPTION
 FL0312
 FL0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL0312'STATION IS ABOUT 3 MILES E AND 1/4 MILE S OF ALANREED, A TOWN
 FL0312'ON CHICAGO, ROCK ISLAND AND GULF RAILWAY, AND ABOUT 4 MILES
 FL0312'W AND 1-1/4 MILES S OF MC LEAN, IN SECTION 66, BLOCK E, ON THE
 FL0312'HIGHEST KNOLL IN THE VICINITY, ON LAND BELONGING TO J.H.
 FL0312'EASTERLING IN A CULTIVATED FIELD IN THE NW CORNER OF HIS RANCH
 FL0312'AND ABOUT 80 METERS (262 FEET) SE OF A TURN IN THE PUBLIC
 FL0312'HIGHWAY LEADING E FROM ALANREED, ON S SIDE OF THE CHICAGO
 FL0312'ROCK ISLAND AND GULF RAILWAY.
 FL0312'
 FL0312'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FL0312'DISKS SET IN CONCRETE.
 FL0312'
 FL0312'REFERENCE MARK NO. 1 IS 113.9 METERS (374 FEET) FROM THE
 FL0312'STATION S 89 DEG 50 MIN W.
 FL0312'
 FL0312'REFERENCE MARK NO. 2 IS 130.21 METERS (427.2 FEET) FROM THE
 FL0312'STATION, N 59 DEG 53 MIN W.
 FL0312
 FL0312                          STATION RECOVERY (1938)
 FL0312
 FL0312'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FL0312'STATION MARK RECOVERED IN GOOD CONDITION.  NO EFFORT MADE TO
 FL0312'RECOVER REFERENCE MARKS.
 FL0312'
 FL0312'THE ORIGINAL DESCRIPTION IS SATISFACTORY EXCEPT THAT THE ROAD
 FL0312'CALLED A PUBLIC HIGHWAY IS NOW MERELY A COUNTY ROAD AS THE
 FL0312'HIGHWAY HAS BEEN RELOCATED AND NOW GOES N OF CHICAGO, ROCK
 FL0312'ISLAND AND GULF RAILWAY.  THE DISTANCE SE FROM A TURN IN THE
 FL0312'ABOVE-MENTIONED ROAD MEASURED AS BEING 80 METERS OR (262 FEET)
 FL0312'SHOULD READ 425 FEET (PACED) SE.
 FL0312
 FL0312                          STATION RECOVERY (1951)
 FL0312
 FL0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL0312'THE STATION WAS RECOVERED AS DESCRIBED, AND FOUND TO BE IN GOOD
 FL0312'CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE REFERENCE MARKS
 FL0312'WERE NOT FOUND AND BELIEVED TO HAVE BEEN DESTROYED BY ROAD
 FL0312'CONSTRUCTION.  THE STATION IS NOT IN A CULTIVATED FIELD AS
 FL0312'STATED, AS THE LAND HAS BEEN ALLOWED TO RETURN TO ITS WILD
 FL0312'STATE, AND IS NOW CLASSED AS PASTURE.  TWO REFERENCE MARKS AND
 FL0312'AN AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.  A DESCRIPTION
 FL0312'OF THE MARKS AND A NEW TO REACH FOLLOWS.
 FL0312'
 FL0312'REFERENCE MARK NO. 3 IS A BRONZE DISK STAMPED ROWE NO 3 1951
 FL0312'AND IS SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 FL0312'
 FL0312'REFERENCE MARK NO. 4 IS A BRONZE DISK STAMPED ROWE NO 4 1951
 FL0312'AND IS SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL0312'
 FL0312'THE AZIMUTH MARK IS LOCATED 60 FEET SOUTH OF THE CENTERLINE OF
 FL0312'U.S. HIGHWAY 66, 8 FEET EAST OF A DIRT ROAD, AND 2 FEET SOUTH
 FL0312'OF A WITNESS POST.  IT IS A BRONZE DISK STAMPED ROWE 1951 AND
 FL0312'IS SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 FL0312'
 FL0312'TO REACH FROM THE SIGNAL LIGHT AT THE MAIN INTERSECTION IN
 FL0312'ALANREED, GO EAST ON U.S. HIGHWAY 66 FOR 2.7 MILES TO A CROSSROADS,
 FL0312'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN RIGHT,
 FL0312'SOUTH, ON GRADED DIRT ROAD CROSSING RAILROAD TRACK.  AND GO
 FL0312'FOR 0.5 MILE TO A T-ROAD, TURN LEFT FOR 0.2 MILE TO A T-ROAD
 FL0312'AND END OF TRUCK TRAVEL.  THE STATION IS ON THE HIGHEST POINT
 FL0312'TO THE SOUTHEAST, AND ABOUT 0.1 MILE CROSS-COUNTRY FROM THE
 FL0312'JUNCTION OF THE T-ROAD.  THE RENTER OF THE LAND ALLOWED THE
 FL0312'FENCE TO BE LOWERED AND TRUCKS DRIVEN TO THE STATION.
 FL0312
 FL0312                          STATION RECOVERY (1953)
 FL0312
 FL0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 FL0312'3.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0312'RAILROAD FROM THE STATION SIGN AT ALANREED, THENCE 0.3 MILE
 FL0312'SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE EAST ALONG A
 FL0312'GRADED DIRT ROAD, 435 FEET SOUTHEAST OF A JUNCTION WITH A NORTH
 FL0312'AND SOUTH DIRT ROAD, 4.3 FEET NORTHEAST OF A WITNESS POST, A
 FL0312'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 FL0312'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED ROWE 1921.
 FL0312'
 FL0312'ROWE R.M. WAS FOUND DESTROYED.  THE DISK WAS RECOVERED.
 FL0312'
 FL0312'ROWE R.M. 3 IS 83.0 FEET SOUTHEAST OF TRIANGULATION STATION ROWE
 FL0312'1921, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FL0312'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED ROWE
 FL0312'NO 3 1951.
 FL0312'
 FL0312'ROWE R.M. 4 IS 88.3 FEET NORTH OF TRIANGULATION STATION ROWE
 FL0312'1921, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FL0312'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED ROWE NO 4 1951.
 FL0312'
 FL0312'ROWE 1951 AZIMUTH IS 0.7 MILE NORTHWEST OF TRIANGULATION STATION
 FL0312'ROWE 1921, 0.1 MILE EAST OF TRIANGULATION STATION ALAN 1951, 23
 FL0312'FEET EAST OF THE CENTER LINE OF A ROAD, 72 FEET SOUTH OF THE
 FL0312'CENTER LINE OF THE SOUTH TRAFFIC LANE OF U.S. HIGHWAY 66,
 FL0312'9.4 FEET SOUTH OF A FENCE CORNER, 1.4 FEET WEST OF A FENCE,
 FL0312'1.9 FEET SOUTH OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN
 FL0312'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 FL0312'GROUND, STAMPED ROWE 1951.
 FL0312
 FL0312                          STATION RECOVERY (1953)
 FL0312
 FL0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FL0312'3.5 MI SE FROM ALANREED.
 FL0312'3.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0312'FROM THE STATION SIGN AT ALANREED, THENCE 0.3 MILE SOUTH ALONG A
 FL0312'GRADED DIRT ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, 435
 FL0312'FEET SOUTHEAST OF A JUNCTION WITH A NORTH AND SOUTH DIRT ROAD, 4.3
 FL0312'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FL0312'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FL0312
 FL0312                          STATION RECOVERY (1955)
 FL0312
 FL0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FL0312'STATION, REFERENCE MARKS 3 AND 4, AND AZIMUTH MARK WERE RECOVERED
 FL0312'AS DESCRIBED.
 FL0312
 FL0312                          STATION RECOVERY (1970)
 FL0312
 FL0312'RECOVERY NOTE BY US AIR FORCE 1970
 FL0312'STATION, R.M. 3, R.M. 4 AND AZIMUTH MARK RECOVERED IN GOOD
 FL0312'CONDITION.  1953 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1373 ***********************************************************************
 DN1373  DESIGNATION -  ROWE
 DN1373  PID         -  DN1373
 DN1373  STATE/COUNTY-  TX/WISE
 DN1373  USGS QUAD   -  CRAFTON (1961)
 DN1373
 DN1373                         *CURRENT SURVEY CONTROL
 DN1373  ___________________________________________________________________
 DN1373* NAD 83(1993)-  33 22 08.01149(N)    097 53 49.81988(W)     ADJUSTED  
 DN1373* NAVD 88     -       338.73   (+/-2cm)    1111.3    (feet)  VERTCON   
 DN1373  ___________________________________________________________________
 DN1373  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DN1373  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DN1373
 DN1373  HORZ ORDER  -  FIRST
 DN1373  VERT ORDER  -  THIRD ? (See Below)
 DN1373
 DN1373.The horizontal coordinates were established by classical geodetic methods
 DN1373.and adjusted by the National Geodetic Survey in February 1996..
 DN1373
 DN1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1373.The vertical order pertains to the NGVD 29 superseded value.
 DN1373
 DN1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1373
 DN1373.The geoid height was determined by GEOID03.
 DN1373
 DN1373;                    North         East     Units Scale Factor Converg.
 DN1373;SPC TXNC     - 2,188,921.799   656,093.995   MT  0.99988790   +0 19 43.6
 DN1373;SPC TXNC     - 7,181,487.60  2,152,535.05   sFT  0.99988790   +0 19 43.6
 DN1373;UTM  14      - 3,692,726.681   602,593.252   MT  0.99972977   +0 36 23.9
 DN1373
 DN1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1373!SPC TXNC     -   0.99995110  x   0.99988790  =   0.99983901
 DN1373!UTM  14      -   0.99995110  x   0.99972977  =   0.99968089
 DN1373
 DN1373:                Primary Azimuth Mark                     Grid Az
 DN1373:SPC TXNC     -  ALVORD MUNICIPAL TANK                    091 38 44.1
 DN1373:UTM  14      -  ALVORD MUNICIPAL TANK                    091 22 03.8
 DN1373
 DN1373|---------------------------------------------------------------------|
 DN1373| PID    Reference Object                     Distance      Geod. Az  |
 DN1373|                                                           dddmmss.s |
 DN1373| DN1352 ALVORD MUNICIPAL TANK               APPROX.19.1 KM 0915827.7 |
 DN1373| DN1372 CHICO MUNICIPAL TANK                APPROX.12.6 KM 1275119.1 |
 DN1373| CY2157 ROWE RM 1                            36.936 METERS 21904     |
 DN1373| CY2156 ROWE AZ MK                                         2492645.3 |
 DN1373| CY2158 ROWE RM 2                            23.199 METERS 30932     |
 DN1373|---------------------------------------------------------------------|
 DN1373
 DN1373                          SUPERSEDED SURVEY CONTROL
 DN1373
 DN1373  NAD 83(1993)-  33 22 08.01346(N)    097 53 49.81569(W) AD(       ) 1
 DN1373  NAD 83(1986)-  33 22 08.01518(N)    097 53 49.80581(W) AD(       ) 1
 DN1373  NAD 27      -  33 22 07.61600(N)    097 53 48.66700(W) AD(       ) 1
 DN1373  NGVD 29 (07/19/86)  338.72   (m)         1111.3    (f) LEVELING    3  
 DN1373
 DN1373.Superseded values are not recommended for survey control.
 DN1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1373.See file dsdata.txt to determine how the superseded data were derived.
 DN1373
 DN1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0259392727(NAD 83)
 DN1373_MARKER: DS = TRIANGULATION STATION DISK
 DN1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1373
 DN1373  HISTORY     - Date     Condition        Report By
 DN1373  HISTORY     - 1935     MONUMENTED       CGS
 DN1373  HISTORY     - 1937     GOOD             TXHD
 DN1373  HISTORY     - 1940     GOOD             TXGS
 DN1373  HISTORY     - 1949     GOOD             LOCSUR
 DN1373  HISTORY     - 1950     GOOD             CGS
 DN1373  HISTORY     - 1955     GOOD             CGS
 DN1373  HISTORY     - 1956     GOOD             CGS
 DN1373  HISTORY     - 1960     GOOD             CGS
 DN1373
 DN1373                          STATION DESCRIPTION
 DN1373
 DN1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1373'STATION IS ABOUT 7 MILES NW OF CHICO, ABOUT 0.5 MILE E OF THE
 DN1373'SETTLEMENT OF GRAFTON, ON THE HIGH POINT OF A SMALL HILL ON
 DN1373'LANE OWNED BY JOHN J. ROWE.  IT IS ON THE W SIDE OF TIMBERED
 DN1373'LAND, 65 FEET E OF FENCE LINE, ABOUT 98 YARDS N OF A FARM
 DN1373'LANE, ABOUT 100 YARDS NNE OF A BLAZED 10-INCH OAK TREE WHICH
 DN1373'STANDS AT THE SE CORNER OF A CULTIVATED FIELD.  MARK PROJECTS
 DN1373'4 INCHES.
 DN1373'
 DN1373'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1373'BRONZE DISKS, SET IN CONCRETE.
 DN1373'
 DN1373'REFERENCE MARK NO. 1 IS SW OF THE STATION, 2 FEET E OF FENCE
 DN1373'LINE, ABOUT 68 YARDS N OF FARM LANE, AND PROJECTS 2 INCHES.
 DN1373'
 DN1373'REFERENCE MARK NO. 2 IS NW OF THE STATION, 2 FEET E OF FENCE
 DN1373'LINE AND PROJECTS 6 INCHES.
 DN1373'
 DN1373'AZIMUTH MARK IS WSW OF THE STATION, ON THE N SIDE OF PASTURE
 DN1373'LAND, IN FENCE LINE, 10 FEET S OF CENTER LINE OF ROAD, ABOUT
 DN1373'60 YARDS W OF THE NE FENCE CORNER OF PASTURE, ABOUT 55 YARDS
 DN1373'N OF A SMALL BRIDGE, ABOUT 0.1 MILE W OF SCHOOLHOUSE, AND
 DN1373'PROJECTS 4 INCHES.
 DN1373'
 DN1373'REACHED FROM CHICO (ROCK ISLAND DEPOT) BY GOING W ON STATE
 DN1373'HIGHWAY 24, 4.95 MILES.  THENCE N ON DIRT ROAD 1.8 MILES.
 DN1373'THENCE E 0.1 MILE.  THENCE N 1.1 MILES, THENCE W 1.05 MILES.
 DN1373'THENCE N 0.35 MILE TO GRAFTON SCHOOL AND LANE LEADING EASTWARD
 DN1373'JUST N OF ROWES DWELLING.  THENCE E 0.1 MILE TO EDGE OF TIMBER.
 DN1373'THENCE N ABOUT 98 YARDS TO THE STATION.
 DN1373'
 DN1373'ALL LIGHTS CAME INTO VIEW AT 16 FEET.
 DN1373
 DN1373                          STATION RECOVERY (1937)
 DN1373
 DN1373'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1373'STATION AND REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED AND
 DN1373'IN GOOD CONDITION.  NO ATTEMPT MADE TO LOCATE REFERENCE MARK
 DN1373'NO. 2 AND AZIMUTH MARK.
 DN1373
 DN1373                          STATION RECOVERY (1940)
 DN1373
 DN1373'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DN1373'STATION RECOVERED AS DESCRIBED.
 DN1373
 DN1373                          STATION RECOVERY (1949)
 DN1373
 DN1373'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949 (IHW)
 DN1373'RECOVERED BY CITIES SERVICE OIL CO
 DN1373'
 DN1373'RECOVERED AS DESCRIBED.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DN1373'MARK ARE IN GOOD CONDITION.
 DN1373
 DN1373                          STATION RECOVERY (1950)
 DN1373
 DN1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN1373'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1373
 DN1373                          STATION RECOVERY (1955)
 DN1373
 DN1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HWH)
 DN1373'STATION RECOVERED IN GOOD CONDITION.
 DN1373
 DN1373                          STATION RECOVERY (1956)
 DN1373
 DN1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1373'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 DN1373'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DN1373'CONDITION.
 DN1373'
 DN1373'FOLLOWING IS A NEW DESCRIPTION--
 DN1373'
 DN1373'THE STATION IS LOCATED ABOUT 11.0 MILES WEST OF ALVORD, 8.0
 DN1373'MILES NORTHWEST OF CHICO AND ABOUT 0.2 MILE EAST OF THE OLD
 DN1373'VILLAGE OF CRAFTON.  IT IS ON THE HIGHEST PART OF A SMALL
 DN1373'HILL NEAR THE WEST EDGE OF A TIMBERED PASTURE, 64 FEET EAST
 DN1373'OF A NORTH-SOUTH FENCE LINE AND 2 FEET NORTHWEST OF A WITNESS
 DN1373'POST.  THE MARK IS STAMPED ROWE 1935 AND PROJECTS 1 INCH.
 DN1373'
 DN1373'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF THE PASTURE, 1
 DN1373'FOOT EAST OF THE NORTH-SOUTH FENCE LINE AND IS ON ABOUT THE
 DN1373'SAME ELEVATION AS THE STATION.  IT IS STAMPED ROWE NO 1 1935
 DN1373'AND PROJECTS 5 INCHES.
 DN1373'
 DN1373'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF THE PASTURE, 1
 DN1373'FOOT EAST OF THE NORTH-SOUTH FENCE LINE AND IS ON ABOUT THE
 DN1373'SAME ELEVATION AS THE STATION.  IT IS STAMPED ROWE NO 2 1935
 DN1373'AND PROJECTS 10 INCHES.
 DN1373'
 DN1373'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY AT THE SOUTH EDGE
 DN1373'OF THE OLD VILLAGE OF CRAFTON, 160 FEET WEST OF A SMALL WOODEN
 DN1373'BRIDGE, 25 FEET SOUTH OF THE CENTER OF A T INTERSECTION
 DN1373'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS A REFERENCE
 DN1373'MARK DISK STAMPED ROWE AZIMUTH 1935 AND PROJECTS 2 INCHES.
 DN1373'
 DN1373'TO REACH THE STATION FROM THE POST OFFICE IN CHICO, GO WEST
 DN1373'ON STATE HIGHWAY 24 FOR 5.25 MILES TO A T ROAD RIGHT AND SIGN
 DN1373'CRAFTON, TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 3.45
 DN1373'MILES TO A T INTERSECTION, TURN LEFT AND GO WEST FOR 1.0 MILE
 DN1373'TO A CURVE IN ROAD, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO
 DN1373'A FARM HOUSE ON THE LEFT AND A TRACK ROAD JUST NORTH OF HOUSE.
 DN1373'CONTINUE SOUTH FOR ABOUT 50 YARDS TO A T ROAD RIGHT, TURN
 DN1373'RIGHT AND GO WEST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 DN1373'LEFT AS DESCRIBED TURN LEFT AND GO EAST ON TRACK ROAD FOR
 DN1373'0.15 MILE TO THE TOP OF HILL, TURN LEFT ON DIM TRACK ROAD
 DN1373'THROUGH TIMBER AND GO NORTH FOR 0.05 MILE TO THE STATION
 DN1373'AS DESCRIBED.
 DN1373
 DN1373                          STATION RECOVERY (1960)
 DN1373
 DN1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWY)
 DN1373'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO
 DN1373'REACH THE STATION, GO WEST ON S.H. 24 FROM CHICO.  TURN RIGHT
 DN1373'ON F.M. 2127.  AS YOU APPROACH CRAFTON, LOOK FOR A WOODED
 DN1373'FIELD ON LEFT AT SMALL RISE.  WOODED FIELD IS FOLLOWED BY
 DN1373'AN OPEN FIELD ON LEFT AT CURVE TO LEFT IN F.M.  FOLLOW FENCE
 DN1373'LINE SOUTH BETWEEN WOODED AND OPEN FIELD UNTIL YOU CROSS
 DN1373'PIPE LINE.  FOLLOW PIPE LINE SOUTHEAST AND STATION JUST TO
 DN1373'RIGHT 65 FEET EAST OF A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0315 ***********************************************************************
 FL0315  DESIGNATION -  ROWE AZ MK
 FL0315  PID         -  FL0315
 FL0315  STATE/COUNTY-  TX/GRAY
 FL0315  USGS QUAD   -  ALANREED (1976)
 FL0315
 FL0315                         *CURRENT SURVEY CONTROL
 FL0315  ___________________________________________________________________
 FL0315* NAD 83(1986)-  35 12 56.     (N)    100 41 17.     (W)     SCALED    
 FL0315* NAVD 88     -       917.717  (meters)    3010.88   (feet)  ADJUSTED  
 FL0315  ___________________________________________________________________
 FL0315  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL0315  DYNAMIC HT  -         916.714 (meters)    3007.59  (feet)  COMP
 FL0315  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 FL0315
 FL0315  VERT ORDER  -  FIRST     CLASS II
 FL0315
 FL0315.The horizontal coordinates were scaled from a topographic map and have
 FL0315.an estimated accuracy of +/- 6 seconds.
 FL0315
 FL0315.The orthometric height was determined by differential leveling
 FL0315.and adjusted by the National Geodetic Survey in June 1991..
 FL0315
 FL0315.The geoid height was determined by GEOID03.
 FL0315
 FL0315.The dynamic height is computed by dividing the NAVD 88
 FL0315.geopotential number by the normal gravity value computed on the
 FL0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0315.degrees latitude (g = 980.6199 gals.).
 FL0315
 FL0315.The modeled gravity was interpolated from observed gravity values.
 FL0315
 FL0315;                    North         East    Units  Estimated Accuracy
 FL0315;SPC TX N     - 1,135,150.      273,920.      MT  (+/- 180 meters Scaled)
 FL0315
 FL0315                          SUPERSEDED SURVEY CONTROL
 FL0315
 FL0315  NGVD 29 (??/??/92)  917.357  (m)         3009.70   (f) ADJ UNCH    1 2
 FL0315
 FL0315.Superseded values are not recommended for survey control.
 FL0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0315.See file dsdata.txt to determine how the superseded data were derived.
 FL0315
 FL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD463982(NAD 83)
 FL0315_MARKER: DZ = AZIMUTH MARK DISK
 FL0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0315_STAMPING: ROWE 1951
 FL0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0315+STABILITY: SURFACE MOTION
 FL0315
 FL0315  HISTORY     - Date     Condition        Report By
 FL0315  HISTORY     - 1951     MONUMENTED       CGS
 FL0315  HISTORY     - 1953     GOOD             NGS
 FL0315
 FL0315                          STATION DESCRIPTION
 FL0315
 FL0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0315'3.2 MI E FROM ALANREED.
 FL0315'3.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0315'FROM THE STATION SIGN AT ALANREED, THENCE 0.2 MILE NORTH ALONG A
 FL0315'GRADED DIRT ROAD, 23 FEET EAST OF THE CENTER LINE OF A ROAD, 72 FEET
 FL0315'SOUTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF U.S. HIGHWAY 66,
 FL0315'0.1 MILE EAST OF TRIANGULATION STATION ALAN 1951, 9.4 FEET SOUTH OF A
 FL0315'FENCE CORNER, 1.4 FEET WEST OF A FENCE, 1.9 FEET SOUTH OF A WITNESS
 FL0315'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 FL0315'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0313 ***********************************************************************
 FL0313  DESIGNATION -  ROWE RM 3
 FL0313  PID         -  FL0313
 FL0313  STATE/COUNTY-  TX/GRAY
 FL0313  USGS QUAD   -  ALANREED (1976)
 FL0313
 FL0313                         *CURRENT SURVEY CONTROL
 FL0313  ___________________________________________________________________
 FL0313* NAD 83(1986)-  35 12 27.     (N)    100 41 00.     (W)     SCALED    
 FL0313* NAVD 88     -       936.408  (meters)    3072.20   (feet)  ADJUSTED  
 FL0313  ___________________________________________________________________
 FL0313  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FL0313  DYNAMIC HT  -         935.383 (meters)    3068.84  (feet)  COMP
 FL0313  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 FL0313
 FL0313  VERT ORDER  -  FIRST     CLASS II
 FL0313
 FL0313.The horizontal coordinates were scaled from a topographic map and have
 FL0313.an estimated accuracy of +/- 6 seconds.
 FL0313
 FL0313.The orthometric height was determined by differential leveling
 FL0313.and adjusted by the National Geodetic Survey in June 1991..
 FL0313
 FL0313.The geoid height was determined by GEOID03.
 FL0313
 FL0313.The dynamic height is computed by dividing the NAVD 88
 FL0313.geopotential number by the normal gravity value computed on the
 FL0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0313.degrees latitude (g = 980.6199 gals.).
 FL0313
 FL0313.The modeled gravity was interpolated from observed gravity values.
 FL0313
 FL0313;                    North         East    Units  Estimated Accuracy
 FL0313;SPC TX N     - 1,134,260.      274,360.      MT  (+/- 180 meters Scaled)
 FL0313
 FL0313                          SUPERSEDED SURVEY CONTROL
 FL0313
 FL0313  NGVD 29 (??/??/92)  936.047  (m)         3071.01   (f) ADJ UNCH    1 2
 FL0313
 FL0313.Superseded values are not recommended for survey control.
 FL0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0313.See file dsdata.txt to determine how the superseded data were derived.
 FL0313
 FL0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD467973(NAD 83)
 FL0313_MARKER: DR = REFERENCE MARK DISK
 FL0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0313_STAMPING: ROWE NO 3 1951
 FL0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0313+STABILITY: SURFACE MOTION
 FL0313
 FL0313  HISTORY     - Date     Condition        Report By
 FL0313  HISTORY     - 1951     MONUMENTED       CGS
 FL0313  HISTORY     - 1953     GOOD             NGS
 FL0313
 FL0313                          STATION DESCRIPTION
 FL0313
 FL0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0313'3.5 MI SE FROM ALANREED.
 FL0313'3.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0313'FROM THE STATION SIGN AT ALANREED, THENCE 0.3 MILE SOUTH ALONG A
 FL0313'GRADED DIRT ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, 83.0
 FL0313'FEET SOUTHEAST OF TRIANGULATION STATION ROWE 1921, SET IN THE TOP OF A
 FL0313'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0314 ***********************************************************************
 FL0314  DESIGNATION -  ROWE RM 4
 FL0314  PID         -  FL0314
 FL0314  STATE/COUNTY-  TX/GRAY
 FL0314  USGS QUAD   -  ALANREED (1976)
 FL0314
 FL0314                         *CURRENT SURVEY CONTROL
 FL0314  ___________________________________________________________________
 FL0314* NAD 83(1986)-  35 12 27.     (N)    100 41 00.     (W)     SCALED    
 FL0314* NAVD 88     -       936.058  (meters)    3071.05   (feet)  ADJUSTED  
 FL0314  ___________________________________________________________________
 FL0314  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FL0314  DYNAMIC HT  -         935.034 (meters)    3067.69  (feet)  COMP
 FL0314  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 FL0314
 FL0314  VERT ORDER  -  FIRST     CLASS II
 FL0314
 FL0314.The horizontal coordinates were scaled from a topographic map and have
 FL0314.an estimated accuracy of +/- 6 seconds.
 FL0314
 FL0314.The orthometric height was determined by differential leveling
 FL0314.and adjusted by the National Geodetic Survey in June 1991..
 FL0314
 FL0314.The geoid height was determined by GEOID03.
 FL0314
 FL0314.The dynamic height is computed by dividing the NAVD 88
 FL0314.geopotential number by the normal gravity value computed on the
 FL0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0314.degrees latitude (g = 980.6199 gals.).
 FL0314
 FL0314.The modeled gravity was interpolated from observed gravity values.
 FL0314
 FL0314;                    North         East    Units  Estimated Accuracy
 FL0314;SPC TX N     - 1,134,260.      274,360.      MT  (+/- 180 meters Scaled)
 FL0314
 FL0314                          SUPERSEDED SURVEY CONTROL
 FL0314
 FL0314  NGVD 29 (??/??/92)  935.697  (m)         3069.87   (f) ADJ UNCH    1 2
 FL0314
 FL0314.Superseded values are not recommended for survey control.
 FL0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0314.See file dsdata.txt to determine how the superseded data were derived.
 FL0314
 FL0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD467973(NAD 83)
 FL0314_MARKER: DR = REFERENCE MARK DISK
 FL0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0314_STAMPING: ROWE NO 4 1951
 FL0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0314+STABILITY: SURFACE MOTION
 FL0314
 FL0314  HISTORY     - Date     Condition        Report By
 FL0314  HISTORY     - 1951     MONUMENTED       CGS
 FL0314  HISTORY     - 1953     GOOD             NGS
 FL0314
 FL0314                          STATION DESCRIPTION
 FL0314
 FL0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0314'3.5 MI SE FROM ALANREED.
 FL0314'3.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0314'FROM THE STATION SIGN AT ALANREED, THENCE 0.3 MILE SOUTH ALONG A
 FL0314'GRADED DIRT ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, 88.3
 FL0314'FEET NORTH OF TRIANGULATION STATION ROWE 1921, SET IN THE TOP OF A
 FL0314'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0826 ***********************************************************************
 CB0826  DESIGNATION -  ROWENA
 CB0826  PID         -  CB0826
 CB0826  STATE/COUNTY-  TX/RUNNELS
 CB0826  USGS QUAD   -  MILES NW (1984)
 CB0826
 CB0826                         *CURRENT SURVEY CONTROL
 CB0826  ___________________________________________________________________
 CB0826* NAD 83(1993)-  31 38 23.03031(N)    100 09 49.16855(W)     ADJUSTED  
 CB0826* NAVD 88     -       558.5    (meters)    1832.     (feet)  VERTCON   
 CB0826  ___________________________________________________________________
 CB0826  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 CB0826  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 CB0826
 CB0826  HORZ ORDER  -  FIRST
 CB0826
 CB0826.The horizontal coordinates were established by classical geodetic methods
 CB0826.and adjusted by the National Geodetic Survey in February 1996..
 CB0826
 CB0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0826
 CB0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0826
 CB0826.The geoid height was determined by GEOID03.
 CB0826
 CB0826;                    North         East     Units Scale Factor Converg.
 CB0826;SPC TX C     - 3,218,742.066   716,094.623   MT  0.99994364   +0 05 14.6
 CB0826;SPC TX C     -10,560,156.26  2,349,387.11   sFT  0.99994364   +0 05 14.6
 CB0826;UTM  14      - 3,501,091.541   389,655.249   MT  0.99975017   -0 36 37.8
 CB0826
 CB0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0826!SPC TX C     -   0.99991620  x   0.99994364  =   0.99985984
 CB0826!UTM  14      -   0.99991620  x   0.99975017  =   0.99966639
 CB0826
 CB0826|---------------------------------------------------------------------|
 CB0826| PID    Reference Object                     Distance      Geod. Az  |
 CB0826|                                                           dddmmss.s |
 CB0826| CV6180 ROWENA RM 1                          42.003 METERS 05045     |
 CB0826| CB0823 BOOK                                APPROX. 3.7 KM 1502042.7 |
 CB0826| CB0825 MILES MUNICIPAL TANK                APPROX. 4.9 KM 2003310.6 |
 CB0826| CV6182 ROWENA RM 3                          22.504 METERS 26324     |
 CB0826| CV6179 ROWENA AZ MK                                       2685849.8 |
 CB0826| CV6181 ROWENA RM 2                          38.646 METERS 31227     |
 CB0826| CV6183 ROWENA RM 4                          28.632 METERS 33653     |
 CB0826|---------------------------------------------------------------------|
 CB0826
 CB0826                          SUPERSEDED SURVEY CONTROL
 CB0826
 CB0826  NAD 83(1986)-  31 38 23.03690(N)    100 09 49.15427(W) AD(       ) 1
 CB0826  NAD 27      -  31 38 22.45879(N)    100 09 47.84448(W) AD(       ) 1
 CB0826  NGVD 29 (07/19/86)  558.4    (m)         1832.     (f) VERT ANG       
 CB0826
 CB0826.Superseded values are not recommended for survey control.
 CB0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0826.See file dsdata.txt to determine how the superseded data were derived.
 CB0826
 CB0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA8965501092(NAD 83)
 CB0826_MARKER: DS = TRIANGULATION STATION DISK
 CB0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0826
 CB0826  HISTORY     - Date     Condition        Report By
 CB0826  HISTORY     - 1935     MONUMENTED       CGS
 CB0826  HISTORY     - 1937     GOOD             TXHD
 CB0826  HISTORY     - 1947     MARK NOT FOUND   LOCSUR
 CB0826  HISTORY     - 1949     GOOD             LOCSUR
 CB0826  HISTORY     - 1967     GOOD             CGS
 CB0826
 CB0826                          STATION DESCRIPTION
 CB0826
 CB0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0826'STATION IS ON THE PROPERTY OF MRS. D.C. PATTERSON, ABOUT 3
 CB0826'MILES NNE OF MILES.  MARK IS 10 FEET N OF FENCE, 24 FEET N
 CB0826'OF CENTER LINE OF ROAD, AND IS 12 INCHES UNDERGROUND.
 CB0826'
 CB0826'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CB0826'BRONZE DISKS SET IN CONCRETE.
 CB0826'
 CB0826'REFERENCE MARK NO. 1 IS NE OF STATION, 1 FOOT S OF FENCE,
 CB0826'PROJECTS 2 INCHES.
 CB0826'
 CB0826'REFERENCE MARK NO. 2 IS NW OF STATION, 1 FOOT S OF FENCE LINE,
 CB0826'PROJECTS 2 INCHES.
 CB0826'
 CB0826'AZIMUTH MARK IS W OF STATION, 2 FEET S OF FENCE, 18 FEET S
 CB0826'OF CENTER LINE OF ROAD, 32 FEET E OF CENTER LINE OF ROAD,
 CB0826'PROJECTS 2 INCHES.  TO REACH, GO W FOR 0.9 MILE TO MARK ON LEFT
 CB0826'(S) NEAR INTERSECTION OF ROADS.
 CB0826'
 CB0826'TO REACH THE STATION FROM THE RAILROAD STATION IN MILES,
 CB0826'GO N ON MAIN STREET FOR 0.95 MILE, TURN RIGHT (E), GO 0.4
 CB0826'MILE, TURN LEFT (N), GO 2.0 MILES, TURN RIGHT (E), GO 0.9
 CB0826'MILE TO STATION ON LEFT (N) ALONG FENCE LINE.
 CB0826'
 CB0826'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 CB0826
 CB0826                          STATION RECOVERY (1937)
 CB0826
 CB0826'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0826'STATION BURIED 12 INCHES UNDERGROUND SO IT WAS NOT RECOVERED.
 CB0826'REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION
 CB0826'AND AS DESCRIBED.  DESCRIPTION FOR LOCATING STATION IS ADEQUATE.
 CB0826
 CB0826                          STATION RECOVERY (1947)
 CB0826
 CB0826'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0826'STATION WAS NOT RECOVERED.  REFERENCE MARK NO. 1 AND NO. 2
 CB0826'WERE RECOVERED AND IN GOOD CONDITION.  BY GEN GEO CO.
 CB0826
 CB0826                          STATION RECOVERY (1949)
 CB0826
 CB0826'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949
 CB0826'STATION RECOVERED BY SCS CO GEO CO.
 CB0826'
 CB0826'FOUND STATION MARK.  REMOVED THE AZIMUTH MARKER TO THIS STATION
 CB0826'HAD BEEN MOVED ABOUT 5 FEET.
 CB0826
 CB0826                          STATION RECOVERY (1967)
 CB0826
 CB0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EEM)
 CB0826'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED 8 FEET NORTH
 CB0826'AND 3 FEET WEST OF A FENCE CORNER WITH A METAL WITNESS SIGN.
 CB0826'
 CB0826'TO REACH, DESCRIPTION IS ADEQUATE.
 CB0826'
 CB0826'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN CONCRETE
 CB0826'1.4 FEET UNDERGROUND.  A 6 INCH DIAMETER PLASTIC CASING 1.5
 CB0826'FEET LONG WAS PLACED OVER THE DISK, OPEN TO THE TOP OF THE
 CB0826'GROUND.  THE DISK IS STAMPED ROWENA 1935.
 CB0826'
 CB0826'AZIMUTH MARK--DESTROYED
 CB0826'
 CB0826'REFERENCE MARK NO. 1--DESTROYED
 CB0826'
 CB0826'REFERENCE MARK NO. 2--COULD NOT BE FOUND
 CB0826'
 CB0826'REFERENCE MARK NO. 3--A USGS BRONZE REFERENCE TABLET CRIMPED
 CB0826'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (8 FEET),
 CB0826'CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG,
 CB0826'FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND
 CB0826'STAMPED ROWENA 1935-1967 NO. 3.
 CB0826'
 CB0826'REFERENCE MARK NO. 4--A USGS BRONZE REFERENCE TABLET CRIMPED
 CB0826'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (7 FEET),
 CB0826'CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG,
 CB0826'FILLED WITH GRAVEL, LOCATED 1 FOOT SOUTH AND 13 FEET WEST OF
 CB0826'WEST END OF WIRE GATE.  THE TABLET IS SET FLUSH WITH GROUND AND
 CB0826'STAMPED ROWENA 1935-1967 NO. 4.
 CB0826'
 CB0826'DISTANCE BETWEEN REFERENCE MARKS IS 101.61 FEET (30.975 METERS).
 CB0826'
 CB0826'STATION BOOK ET 1967, 2.3 MILES SOUTHEAST, IS VISIBLE FROM
 CB0826'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0815 ***********************************************************************
 CB0815  DESIGNATION -  ROWENA MUNICIPAL TANK
 CB0815  PID         -  CB0815
 CB0815  STATE/COUNTY-  TX/RUNNELS
 CB0815  USGS QUAD   -  ROWENA (1984)
 CB0815
 CB0815                         *CURRENT SURVEY CONTROL
 CB0815  ___________________________________________________________________
 CB0815* NAD 83(1993)-  31 38 48.69316(N)    100 02 52.04016(W)     ADJUSTED  
 CB0815* NAVD 88     -                                                        
 CB0815  ___________________________________________________________________
 CB0815  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CB0815  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 CB0815
 CB0815  HORZ ORDER  -  THIRD
 CB0815
 CB0815.The horizontal coordinates were established by classical geodetic methods
 CB0815.and adjusted by the National Geodetic Survey in February 1996..
 CB0815
 CB0815
 CB0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0815
 CB0815.The geoid height was determined by GEOID03.
 CB0815
 CB0815;                    North         East     Units Scale Factor Converg.
 CB0815;SPC TX C     - 3,219,554.927   727,083.372   MT  0.99994503   +0 08 49.5
 CB0815;SPC TX C     -10,562,823.12  2,385,439.36   sFT  0.99994503   +0 08 49.5
 CB0815;UTM  14      - 3,501,770.453   400,650.783   MT  0.99972173   -0 32 59.3
 CB0815
 CB0815                          SUPERSEDED SURVEY CONTROL
 CB0815
 CB0815  NAD 83(1986)-  31 38 48.70024(N)    100 02 52.02572(W) AD(       ) 4
 CB0815  NAD 27      -  31 38 48.14065(N)    100 02 50.71918(W) AD(       ) 3
 CB0815
 CB0815.Superseded values are not recommended for survey control.
 CB0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0815.See file dsdata.txt to determine how the superseded data were derived.
 CB0815
 CB0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0065101770(NAD 83)
 CB0815_MARKER: 51 = TANK
 CB0815
 CB0815  HISTORY     - Date     Condition        Report By
 CB0815  HISTORY     - 1967     FIRST OBSERVED   USGS
 CB0815
 CB0815                          STATION DESCRIPTION
 CB0815
 CB0815'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0816 ***********************************************************************
 CB0816  DESIGNATION -  ROWENA ST JOSEPH SPIRE
 CB0816  PID         -  CB0816
 CB0816  STATE/COUNTY-  TX/RUNNELS
 CB0816  USGS QUAD   -  ROWENA (1984)
 CB0816
 CB0816                         *CURRENT SURVEY CONTROL
 CB0816  ___________________________________________________________________
 CB0816* NAD 83(1993)-  31 38 49.95771(N)    100 02 45.99010(W)     ADJUSTED  
 CB0816* NAVD 88     -                                                        
 CB0816  ___________________________________________________________________
 CB0816  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CB0816  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 CB0816
 CB0816  HORZ ORDER  -  THIRD
 CB0816
 CB0816.The horizontal coordinates were established by classical geodetic methods
 CB0816.and adjusted by the National Geodetic Survey in February 1996..
 CB0816
 CB0816
 CB0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0816
 CB0816.The geoid height was determined by GEOID03.
 CB0816
 CB0816;                    North         East     Units Scale Factor Converg.
 CB0816;SPC TX C     - 3,219,594.284   727,242.670   MT  0.99994510   +0 08 52.6
 CB0816;SPC TX C     -10,562,952.25  2,385,961.99   sFT  0.99994510   +0 08 52.6
 CB0816;UTM  14      - 3,501,807.861   400,810.512   MT  0.99972134   -0 32 56.1
 CB0816
 CB0816                          SUPERSEDED SURVEY CONTROL
 CB0816
 CB0816  NAD 83(1986)-  31 38 49.96479(N)    100 02 45.97555(W) AD(       ) 4
 CB0816  NAD 27      -  31 38 49.40484(N)    100 02 44.66331(W) AD(       ) 3
 CB0816
 CB0816.Superseded values are not recommended for survey control.
 CB0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0816.See file dsdata.txt to determine how the superseded data were derived.
 CB0816
 CB0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0081101808(NAD 83)
 CB0816_MARKER: 90 = CHURCH SPIRE
 CB0816
 CB0816  HISTORY     - Date     Condition        Report By
 CB0816  HISTORY     - 1944     FIRST OBSERVED   USGS
 CB0816
 CB0816                          STATION DESCRIPTION
 CB0816
 CB0816'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (PLB)
 CB0816'THE CHURCH IS LOCATED IN THE E PART OF THE TOWN.  IT IS A
 CB0816'BROWN BRICK BUILDING WITH A SQUARE BROWN BRICK SPIRE AT THE
 CB0816'W END OF THE BUILDING.  THE CROSS AT THE APEX OF THE SPIRE
 CB0816'WAS THE POINT OBSERVED.  HEIGHT ABOUT 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1464 ***********************************************************************
 AH1464  DESIGNATION -  ROX
 AH1464  PID         -  AH1464
 AH1464  STATE/COUNTY-  TX/KLEBERG
 AH1464  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1464
 AH1464                         *CURRENT SURVEY CONTROL
 AH1464  ___________________________________________________________________
 AH1464* NAD 83(1993)-  27 21 08.05844(N)    097 24 53.30916(W)     ADJUSTED  
 AH1464* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AH1464  ___________________________________________________________________
 AH1464  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AH1464  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AH1464
 AH1464  HORZ ORDER  -  THIRD
 AH1464
 AH1464.The horizontal coordinates were established by classical geodetic methods
 AH1464.and adjusted by the National Geodetic Survey in February 1996..
 AH1464
 AH1464.The orthometric height was scaled from a topographic map.
 AH1464
 AH1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1464
 AH1464.The geoid height was determined by GEOID03.
 AH1464
 AH1464;                    North         East     Units Scale Factor Converg.
 AH1464;SPC TX S     - 5,187,209.898   407,362.361   MT  0.99991350   +0 29 33.7
 AH1464;SPC TX S     -17,018,371.14  1,336,488.01   sFT  0.99991350   +0 29 33.7
 AH1464;UTM  14      - 3,026,446.600   656,793.758   MT  0.99990348   +0 43 42.5
 AH1464
 AH1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1464!SPC TX S     -   1.00000177  x   0.99991350  =   0.99991527
 AH1464!UTM  14      -   1.00000177  x   0.99990348  =   0.99990525
 AH1464
 AH1464:                Primary Azimuth Mark                     Grid Az
 AH1464:SPC TX S     -  SORDO WINDMILL                           016 40 10.5
 AH1464:UTM  14      -  SORDO WINDMILL                           016 26 01.7
 AH1464
 AH1464|---------------------------------------------------------------------|
 AH1464| PID    Reference Object                     Distance      Geod. Az  |
 AH1464|                                                           dddmmss.s |
 AH1464| AH1476 SORDO WINDMILL                      APPROX. 7.8 KM 0170944.2 |
 AH1464| AH1487 TANQUES DE LUIS WINDMILL            APPROX. 5.2 KM 0245324.0 |
 AH1464| CV3384 ROX AZ MK                                          2122535.3 |
 AH1464| CV3385 ROX AZ MK RESET                                    2354328.9 |
 AH1464| CV3387 ROX RM 2                             19.518 METERS 26140     |
 AH1464| CV3386 ROX RM RESET                         42.135 METERS 34601     |
 AH1464|---------------------------------------------------------------------|
 AH1464
 AH1464                          SUPERSEDED SURVEY CONTROL
 AH1464
 AH1464  NAD 83(1986)-  27 21 08.07453(N)    097 24 53.28505(W) AD(       ) 3
 AH1464  NAD 27      -  27 21 06.92800(N)    097 24 52.32000(W) AD(       ) 3
 AH1464
 AH1464.Superseded values are not recommended for survey control.
 AH1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1464.See file dsdata.txt to determine how the superseded data were derived.
 AH1464
 AH1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5679426447(NAD 83)
 AH1464_MARKER: DS = TRIANGULATION STATION DISK
 AH1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1464
 AH1464  HISTORY     - Date     Condition        Report By
 AH1464  HISTORY     - 1912     MONUMENTED       CGS
 AH1464  HISTORY     - 1939     GOOD             CGS
 AH1464  HISTORY     - 1949     GOOD             CGS
 AH1464  HISTORY     - 1949     GOOD             CGS
 AH1464  HISTORY     - 1967     GOOD             CGS
 AH1464  HISTORY     - 1968     GOOD             CGS
 AH1464  HISTORY     - 1968     GOOD             CGS
 AH1464  HISTORY     - 1969     GOOD             CGS
 AH1464
 AH1464                          STATION DESCRIPTION
 AH1464
 AH1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1464'ABOUT 2 MILES N OF THE POINT-OF-ROCKS, 1 MILE W OF THE LAGUNA
 AH1464'SHORE, 1/2 MILE BACK OF THE ONLY WHITE-TOPPED SAND HILL ALONG
 AH1464'THIS BEACH, AND NEAR THE CENTER OF THE SUMMIT OF THE FIRST BIG
 AH1464'SAND HILL N OF BAFFINS BAY.  SURFACE AND UNDERGROUND MARKS ARE
 AH1464'STANDARD BRONZE DISKS IN CONCRETE.
 AH1464'THE REFERENCE MARK, A STANDARD BRONZE DISK IN CONCRETE
 AH1464'AS DESCRIBED, IS 42.03 METERS (137.9 FEET) FROM THE
 AH1464'STATION, N 13 DEG 59 MIN W.  THE FOLLOWING
 AH1464'BEARINGS ARE ALSO GIVEN--TWIN WINDMILLS, N 13 DEG 14 MIN W.
 AH1464'AND N 12 DEG 56 MIN W.  CENTER OF LARGE MOTTE ON
 AH1464'POINT-OF-ROCKS, S 06 DEG 29 MIN E.  TANGENT TO GRIFFINS
 AH1464'POINT,  S 04 DEG 01 MIN W.
 AH1464
 AH1464                          STATION RECOVERY (1939)
 AH1464
 AH1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1464'STATION IS LOCATED ABOUT 30 MILES S OF CORPUS CHRISTI AND ABOUT
 AH1464'24 MILES E OF RIVIERA, 14 MILES SSE OF LAURELES RANCH HOUSE, 2.0
 AH1464'MILES N OF POINT-OF-ROCKS ON THE N SIDE OF BAFFINS BAY, AND
 AH1464'1.25 MILES W OF THE SHORE OF LAGUNA MADRE ON THE LAURELES
 AH1464'SECTION OF THE KING RANCH.  IT IT ON THE S END AND HIGHEST POINT
 AH1464'OF A PROMINENT GRASS-COVERED SAND HILL, 105 FEET NE OF TOP EDGE
 AH1464'OF STEEP SLOPE ON THE SW SIDE OF HILL, AND 58 FEET W OF W EDGE
 AH1464'OF A HOLE ON THE E SIDE OF HILL.  STATION IS IN KLEBERG COUNTY
 AH1464'AND NOT IN NUECES COUNTY AS IN 1912 DESCRIPTION.
 AH1464'
 AH1464'STATION IS MARKED BY AN UNSTAMPED DISK SET IN CONCRETE.
 AH1464'ABOUT 1 INCH BELOW SURFACE OF GROUND.
 AH1464'
 AH1464'ONE OLD REFERENCE MARK WAS FOUND IN SUCH POOR CONDITION THAT
 AH1464'IT WAS RESET, A STANDARD BRONZE DISK IN CONCRETE, AND
 AH1464'STAMPED ROX 1912-1939.  THE 1912 DISTANCE WAS CHECKED TO 0.05
 AH1464'METER AND AZIMUTH CHECKED FLAT.
 AH1464'
 AH1464'ONE NEW REFERENCE MARK WAS ESTABLISHED, A STANDARD BRONZE DISK IN
 AH1464'CONCRETE, AND STAMPED NO. 2, ROX 1912-1939.
 AH1464'
 AH1464'AZIMUTH MARK, A STANDARD BRONZE DISK IN CONCRETE, IS ON
 AH1464'A SMALL RIDGE ABOUT 0.8 MILE SW OF STATION.
 AH1464'
 AH1464'A TRUCK CAN BE DRIVEN TO THE FOOT OF THE SAND HILL ON WHICH THE
 AH1464'STATION IS LOCATED BY ANY ONE OF A NUMBER OF TRAILS PROVIDED
 AH1464'PERMISSION IS OBTAINED FROM KING RANCH OFFICIALS.
 AH1464
 AH1464                          STATION RECOVERY (1949)
 AH1464
 AH1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1464'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 AH1464'RECOVERED AND ARE IN GOOD CONDITION.
 AH1464'
 AH1464'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 WAS IN ERROR.
 AH1464'A NEW AZIMUTH MARK WAS ESTABLISHED AS THE OLD MARK COULD NOT
 AH1464'BE FOUND.
 AH1464'
 AH1464'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AH1464'
 AH1464'THE STATION IS LOCATED ABOUT 40 MILES SOUTH OF CORPUS CHRISTI,
 AH1464'ABOUT 14 MILES SOUTH-SOUTHEAST OF THE LAURELES RANCH HOUSE, ABOUT
 AH1464'1 MILE WEST OF THE SHORE OF LAGUNA MADRE, AND IS ON THE HIGHEST
 AH1464'POINT OF A LOW BUT PROMINENT BRUSH-COVERED HILL.  IT IS STAMPED
 AH1464'ROX 1912 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 AH1464'
 AH1464'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL AND IS
 AH1464'ABOUT 7 FEET LOWER THAN THE STATION.  THE MARK IS SOLID BUT IS
 AH1464'SLIGHTLY TILTED.  IT IS STAMPED ROX 1912 RESET 1939 AND IS
 AH1464'FLUSH WITH THE GROUND.
 AH1464'
 AH1464'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND ABOUT
 AH1464'2 FEET LOWER THAN THE STATION.  IT IS STAMPED ROX NO 2 1939 AND
 AH1464'PROJECTS 2 INCHES.
 AH1464'
 AH1464'THE AZIMUTH MARK IS LOCATED ABOUT 0.7 MILE SOUTHWEST FROM THE
 AH1464'STATION, ABOUT 200 FEET NORTH OF A Y-FORK AND 19 FEET WEST OF
 AH1464'THE CENTER OF THE RANCH ROAD.  IT IS STAMPED ROX 1912 RESET 1949
 AH1464'AND IS FLUSH WITH THE GROUND.
 AH1464'
 AH1464'TO REACH THE STATION FROM THE BUMP GATE LOCATED 0.25 MILE NORTH
 AH1464'OF THE LAURELES RANCH STORE, (THIS POINT IS AT THE LAURELES
 AH1464'TRIANGULATION STATION SITE) PASS THROUGH THE GATE AND GO
 AH1464'SOUTHEAST ON THE MACADAM RANCH ROAD FOR 0.5 MILE TO A FORK, KEEP
 AH1464'LEFT FORK AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 2.7 MILES TO
 AH1464'ANOTHER BUMP GATE, PASS THROUGH GATE AND CONTINUE FOR 4.6 MILES
 AH1464'TO A GATE (WINDMILL AND BUILDINGS ON THE RIGHT), CONTINUE 1.1
 AH1464'MILES TO ANOTHER GATE, PASS THROUGH GATE AND CONTINUE FOR 0.8
 AH1464'MILE TO A FORK, KEEP RIGHT FORK (STRAIGHT AHEAD) AND GO FOR
 AH1464'2.4 MILES TO THE SORDO WINDMILL AND SORDO TRIANGULATION
 AH1464'STATION ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 4.0 MILES TO
 AH1464'A FORK, KEEP RIGHT ON THE MAIN TRAVELED ROAD FOR 0.65 MILE TO
 AH1464'A DIM TRACK ROAD ON THE LEFT, (CONTINUE STRAIGHT AHEAD FOR
 AH1464'0.15 MILE TO A FORK, KEEP LEFT AND CONTINUE 0.65 MILE TO THE
 AH1464'TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE RIGHT AS
 AH1464'DESCRIBED) TURN LEFT ON THE SANDY TRACK ROAD AND FOLLOW
 AH1464'SOUTHEASTERLY FOR 0.4 MILE TO THE SUMMIT OF HILL AND THE
 AH1464'STATION AS DESCRIBED.
 AH1464'
 AH1464'A 4 FOOT SIGNAL AT ALAZAN 1939 IS VISIBLE AT 4 FEET.
 AH1464'
 AH1464'A 74 FOOT SIGNAL AT HINDJOSO IS VISIBLE AT 4 FEET.
 AH1464'
 AH1464'A 74 FOOT SIGNAL AT SORDO 1939 IS VISIBLE AT 4 FEET.
 AH1464
 AH1464                          STATION RECOVERY (1949)
 AH1464
 AH1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1464'STATION, REFERENCE MARKS 1 AND 2 AND RESET AZIMUTH MARK WERE
 AH1464'RECOVERED IN GOOD CONDITION.  THE 1949 RECOVERY NOTE BY R.L.
 AH1464'ENGDAHL IS ADEQUATE AND COMPLETE.
 AH1464
 AH1464                          STATION RECOVERY (1967)
 AH1464
 AH1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1464'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH1464'
 AH1464'THE RECOVERY NOTE BY R.L.E. IN 1949 IS COMPLETE AND ADEQUATE.
 AH1464
 AH1464                          STATION RECOVERY (1968)
 AH1464
 AH1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1464'STATION RECOVERED IN GOOD CONDITION.
 AH1464
 AH1464                          STATION RECOVERY (1968)
 AH1464
 AH1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1464'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AH1464'IN APPARENT GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.
 AH1464'THE MONUMENT OVERTURNED AND BROKEN.  THE AZIMUTH DISK WAS REMOVED
 AH1464'BY THIS PARTY.
 AH1464'
 AH1464'THE RECOVERY DESCRIPTION OF R.L.E. 1949 IS ADEQUATE FOR RECOVERY
 AH1464'OF THE STATION WITH THE FOLLOWING NOTES--THE PROMINENT HILL HAS
 AH1464'NOW BEEN CLEARED OF MOST BRUSH.  THE STATION MARK IS NOW 2
 AH1464'FEET SOUTH-SOUTHWEST OF A 4 IN X 4 IN WOOD WITNESS POST.
 AH1464'
 AH1464'STATION KENEDY 1877 IS VISIBLE FROM THE GROUND.
 AH1464
 AH1464                          STATION RECOVERY (1969)
 AH1464
 AH1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1464'STATION NOT OCCUPIED.
 AH1464'
 AH1464'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AH1464'DESCRIBED IN THE 1949 RECOVERY NOTE BY R.L.E.
 AH1464'
 AH1464'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  IT IS ON A
 AH1464'LOW, BRUSHY RIDGE, ABOUT 0.7 MILE SOUTHWEST OF THE STATION,
 AH1464'AND IS 158 PACES FROM A CONCRETE WATER TANK, AT 45 DEGREES MAG.
 AH1464'THE ROAD USED AS A REFERENCE POINT IN DESCRIBING THE MARK IS
 AH1464'NO LONGER VISIBLE.
 AH1464'
 AH1464'A NEW TO REACH FOLLOWS--
 AH1464'
 AH1464'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70
 AH1464'AND 286 IN THE COMMUNITY OF CHAPMAN RANCH, GO EAST ON A MACADAM
 AH1464'ROAD FOR 2.05 MILES TO THE WEST GATE ENTRANCE OF THE LAURELES
 AH1464'SECTION OF KINGS RANCH.  (OBTAIN PERMISSION FOR ENTRY INTO RANCH.)
 AH1464'PROCEED EASTERLY ON A SURFACED ROAD FOR 6.4 MILES TO A FORK.
 AH1464'TAKE RIGHT FORK AND GO SOUTHERLY 11.15 MILES TO A FORK.
 AH1464'CONTINUE SOUTHWESTERLY ON MAIN TRAVELED ROAD (RIGHT FORK) FOR
 AH1464'0.25 MILE TO A T-INTERSECTION.  TURN LEFT AND GO SOUTHEAST
 AH1464'AND SOUTH 2.45 MILES TO A SIDEROAD LEADING WESTERLY TO A
 AH1464'WINDMILL.  TURN LEFT AND GO SOUTHEAST FOR 0.6 MILE TO A FORK.
 AH1464'CONTINUE AHEAD, SOUTHERLY, ON THE MAIN TRAVELED ROAD
 AH1464'2.65 MILES TO A BUMP GATE IN AN EAST-WEST FENCE.  PASS
 AH1464'THROUGH GATE AND CONTINUE SOUTHERLY ON PAVED ROAD FOR 0.85 MILE
 AH1464'TO A SIDE ROAD RIGHT, AT THE TOP OF A SLIGHT RISE, AND THE
 AH1464'STATION ON THE MOST PROMINENT SAND DUNE 0.35 MILE TO THE
 AH1464'EAST-SOUTHEAST.
 AH1464'
 AH1464'TO REACH THE AZIMUTH MARK FROM THE SIDEROAD RIGHT, MENTIONED
 AH1464'ABOVE, GO SOUTHERLY ON THE MAIN ROAD FOR 0.7 MILE TO A SIDEROAD
 AH1464'LEFT.  TURN LEFT AND GO SOUTHERLY ON DIRT ROAD FOR 0.2 MILE TO
 AH1464'A LARGE CONCRETE WATER TANK AND THE AZIMUTH MARK ON A LOW RIDGE.
 AH1464'MAGNETIC BEARING IS 45 DEGREES AND 158 PACES DISTANT.
 AH1464'
 AH1464'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24 MILES EAST
 AH1464'OF RIVIERA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1631 ***********************************************************************
 FL1631  DESIGNATION -  ROXANA
 FL1631  PID         -  FL1631
 FL1631  STATE/COUNTY-  TX/CARSON
 FL1631  USGS QUAD   -  SKELLYTOWN (1978)
 FL1631
 FL1631                         *CURRENT SURVEY CONTROL
 FL1631  ___________________________________________________________________
 FL1631* NAD 83(1993)-  35 35 38.59256(N)    101 12 18.44428(W)     ADJUSTED  
 FL1631* NAVD 88     -       986.     (meters)    3235.     (feet)  SCALED    
 FL1631  ___________________________________________________________________
 FL1631  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 FL1631  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 FL1631
 FL1631  HORZ ORDER  -  THIRD
 FL1631
 FL1631.The horizontal coordinates were established by classical geodetic methods
 FL1631.and adjusted by the National Geodetic Survey in February 1996..
 FL1631
 FL1631.The orthometric height was scaled from a topographic map.
 FL1631
 FL1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1631
 FL1631.The geoid height was determined by GEOID03.
 FL1631
 FL1631;                    North         East     Units Scale Factor Converg.
 FL1631;SPC TX N     - 1,176,879.365   226,720.455   MT  0.99991558   +0 10 15.2
 FL1631;SPC TX N     - 3,861,145.05    743,832.03   sFT  0.99991558   +0 10 15.2
 FL1631;UTM  14      - 3,941,162.743   300,227.879   MT  1.00009182   -1 17 02.0
 FL1631
 FL1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1631!SPC TX N     -   0.99984938  x   0.99991558  =   0.99976497
 FL1631!UTM  14      -   0.99984938  x   1.00009182  =   0.99994118
 FL1631
 FL1631|---------------------------------------------------------------------|
 FL1631| PID    Reference Object                     Distance      Geod. Az  |
 FL1631|                                                           dddmmss.s |
 FL1631| CJ8351 ROXANA RM 1                          14.350 METERS 10838     |
 FL1631| FL1635 SKELLYTOWN N NATURAL GAS MAST       APPROX. 2.9 KM 1214917.2 |
 FL1631| FL1634 SKELLYTOWN COMMUNITY CH BELFRY      APPROX. 3.9 KM 1304320.1 |
 FL1631| CJ8350 ROXANA AZ MK                                       1394205.4 |
 FL1631| CJ8352 ROXANA RM 2                          28.170 METERS 20928     |
 FL1631|---------------------------------------------------------------------|
 FL1631
 FL1631                          SUPERSEDED SURVEY CONTROL
 FL1631
 FL1631  NAD 83(1993)-  35 35 38.59418(N)    101 12 18.44255(W) AD(       ) 3
 FL1631  NAD 83(1986)-  35 35 38.59916(N)    101 12 18.43366(W) AD(       ) 3
 FL1631  NAD 27      -  35 35 38.44000(N)    101 12 16.86200(W) AD(       ) 3
 FL1631
 FL1631.Superseded values are not recommended for survey control.
 FL1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1631.See file dsdata.txt to determine how the superseded data were derived.
 FL1631
 FL1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0022841163(NAD 83)
 FL1631_MARKER: DS = TRIANGULATION STATION DISK
 FL1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1631
 FL1631  HISTORY     - Date     Condition        Report By
 FL1631  HISTORY     - 1951     MONUMENTED       CGS
 FL1631  HISTORY     - 1952     GOOD             USGS
 FL1631  HISTORY     - 1956     SEE DESCRIPTION  CGS
 FL1631
 FL1631                          STATION DESCRIPTION
 FL1631
 FL1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1631'THE STATION IS LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY 152,
 FL1631'ABOUT 2-1/2 MILES WEST OF SKELLYTOWN, 40 FEET NORTH OF THE
 FL1631'CENTERLINE OF STATE HIGHWAY 152, ABOUT 7 FEET SOUTH OF AN EAST-WEST
 FL1631'FENCELINE, 7 FEET SOUTHEAST OF A WHITE WITNESS POST.
 FL1631'
 FL1631'TO REACH, FROM THE JUNCTION OF STATE HIGHWAY 152 AND STATE
 FL1631'HIGHWAY 294 JUST SOUTH OF SKELLYTOWN, GO WEST, ON STATE HIGHWAY
 FL1631'152, FOR 1.3 MILES TO THE AZIMUTH MARK.  CONTINUE WEST, ON
 FL1631'STATE HIGHWAY 152, FOR 1.85 MILES TO SUMMIT OF HIGHWAY AND
 FL1631'THE STATION.
 FL1631'
 FL1631'THE STATION MARK IS A STANDARD DISK, STAMPED ROXANA 1951,
 FL1631'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1631'IS ABOUT FLUSH WITH THE GROUND.
 FL1631'
 FL1631'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ROXANA
 FL1631'NO 1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1631'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 FL1631'ELEVATION AS THE STATION.  IT IS LOCATED 45 FEET NORTH OF THE
 FL1631'CENTERLINE OF STATE HIGHWAY 152 AND 1 FOOT SOUTH OF AN EAST-WEST
 FL1631'FENCELINE.
 FL1631'
 FL1631'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ROXANA
 FL1631'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1631'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 FL1631'ELEVATION AS THE STATION.  IT IS LOCATED 46 FEET SOUTH OF THE
 FL1631'CENTERLINE OF STATE HIGHWAY 152 AND 10 INCHES SOUTH OF AN
 FL1631'EAST-WEST FENCELINE.
 FL1631'
 FL1631'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ROXANA 1951, SET
 FL1631'IN THE TOP OF A 10 SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1631'ABOUT 3 INCHES.  IT IS LOCATED ALONG THE SOUTH SIDE OF STATE
 FL1631'HIGHWAY 152, ABOUT 40 FEET SOUTH OF CENTERLINE OF THE HIGHWAY
 FL1631'AND 10 INCHES SOUTH OF AN EAST-WEST FENCELINE.
 FL1631'
 FL1631'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1631
 FL1631                          STATION RECOVERY (1952)
 FL1631
 FL1631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FL1631'RECOVERED IN GOOD CONDITION.
 FL1631
 FL1631                          STATION RECOVERY (1956)
 FL1631
 FL1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1631'THE TOP HAS BEEN TORN OFF THE STATION, A PORTION OF THE CONCRETE
 FL1631'POST REMAINS IN PLACE.  THE WHITE WITNESS POST IS IN PLACE.
 FL1631'THE REFERENCE MARKS AND AZIMUTH MARK HAVE BEEN DESTROYED BY
 FL1631'HIGHWAY CONSTRUCTION.  DIRECTIONS FOR PROCEEDING TO STATION
 FL1631'SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1435 ***********************************************************************
 DM1435  DESIGNATION -  ROXTON MUNICIPAL TANK
 DM1435  PID         -  DM1435
 DM1435  STATE/COUNTY-  TX/LAMAR
 DM1435  USGS QUAD   -  ROXTON (1984)
 DM1435
 DM1435                         *CURRENT SURVEY CONTROL
 DM1435  ___________________________________________________________________
 DM1435* NAD 83(1993)-  33 33 09.92875(N)    095 43 44.67368(W)     ADJUSTED  
 DM1435* NAVD 88     -                                                        
 DM1435  ___________________________________________________________________
 DM1435  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 DM1435  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DM1435
 DM1435  HORZ ORDER  -  THIRD
 DM1435
 DM1435.The horizontal coordinates were established by classical geodetic methods
 DM1435.and adjusted by the National Geodetic Survey in February 1996..
 DM1435
 DM1435
 DM1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1435
 DM1435.The geoid height was determined by GEOID03.
 DM1435
 DM1435;                    North         East     Units Scale Factor Converg.
 DM1435;SPC TXNC     - 2,212,544.980   857,272.205   MT  0.99991076   +1 30 40.5
 DM1435;SPC TXNC     - 7,258,991.32  2,812,567.23   sFT  0.99991076   +1 30 40.5
 DM1435;UTM  15      - 3,715,905.177   246,625.068   MT  1.00039155   -1 30 33.0
 DM1435
 DM1435                          SUPERSEDED SURVEY CONTROL
 DM1435
 DM1435  NAD 83(1993)-  33 33 09.92980(N)    095 43 44.67250(W) AD(       ) 4
 DM1435  NAD 83(1986)-  33 33 09.93523(N)    095 43 44.66289(W) AD(       ) 4
 DM1435  NAD 27      -  33 33 09.55500(N)    095 43 43.80000(W) AD(       ) 3
 DM1435
 DM1435.Superseded values are not recommended for survey control.
 DM1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1435.See file dsdata.txt to determine how the superseded data were derived.
 DM1435
 DM1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4662515905(NAD 83)
 DM1435_MARKER: 53 = ELEVATED TANK
 DM1435
 DM1435  HISTORY     - Date     Condition        Report By
 DM1435  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1435  HISTORY     - 1957     GOOD             CGS
 DM1435  HISTORY     - 19950613 GOOD             USPSQD
 DM1435
 DM1435                          STATION DESCRIPTION
 DM1435
 DM1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1435'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE SMALL CITY
 DM1435'OF ROXTON.  IT IS APPROXIMATELY 90 FEET HIGH, HAS 4-LEGS AND
 DM1435'IS PAINTED SILVER.
 DM1435'
 DM1435'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL CITY
 DM1435'OF ROXTON, GO NORTHERLY ON STATE ROUTE 38 FOR 0.5 MILES TO
 DM1435'WHERE STATE ROUTE 38 TURNS RIGHT.  TURN LEFT AND GO 0.3 MILE TO
 DM1435'THE NORTHWEST CORNER OF THE SCHOOL GROUNDS.  TURN LEFT 0.05
 DM1435'MILE TO STATION ON RIGHT AS DESCRIBED.
 DM1435'
 DM1435'THE POINT INTERSECTED WAS THE BALL ON TOP.
 DM1435
 DM1435                          STATION RECOVERY (1957)
 DM1435
 DM1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1435'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1435'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1435
 DM1435                          STATION RECOVERY (1995)
 DM1435
 DM1435'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1039 ***********************************************************************
 BM1039  DESIGNATION -  ROY
 BM1039  PID         -  BM1039
 BM1039  STATE/COUNTY-  TX/LEE
 BM1039  USGS QUAD   -  DIME BOX (1989)
 BM1039
 BM1039                         *CURRENT SURVEY CONTROL
 BM1039  ___________________________________________________________________
 BM1039* NAD 83(1993)-  30 20 38.64385(N)    096 48 36.48900(W)     ADJUSTED  
 BM1039* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 BM1039  ___________________________________________________________________
 BM1039  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 BM1039  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM1039
 BM1039  HORZ ORDER  -  THIRD
 BM1039
 BM1039.The horizontal coordinates were established by classical geodetic methods
 BM1039.and adjusted by the National Geodetic Survey in February 1996..
 BM1039
 BM1039.The orthometric height was scaled from a topographic map.
 BM1039
 BM1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1039
 BM1039.The geoid height was determined by GEOID03.
 BM1039
 BM1039;                    North         East     Units Scale Factor Converg.
 BM1039;SPC TX C     - 3,080,458.272 1,038,686.876   MT  0.99994707   +1 48 52.8
 BM1039;SPC TX C     -10,106,470.18  3,407,758.53   sFT  0.99994707   +1 48 52.8
 BM1039;SPC TXSC     - 4,280,240.976   810,550.675   MT  1.00001811   +1 04 22.2
 BM1039;SPC TXSC     -14,042,757.27  2,659,281.67   sFT  1.00001811   +1 04 22.2
 BM1039;UTM  14      - 3,358,944.699   710,500.219   MT  1.00014668   +1 06 24.1
 BM1039
 BM1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1039!SPC TX C     -   0.99998437  x   0.99994707  =   0.99993144
 BM1039!SPC TXSC     -   0.99998437  x   1.00001811  =   1.00000248
 BM1039!UTM  14      -   0.99998437  x   1.00014668  =   1.00013105
 BM1039
 BM1039:                Primary Azimuth Mark                     Grid Az
 BM1039:SPC TX C     -  ROY AZ MK                                127 09 53.8
 BM1039:SPC TXSC     -  ROY AZ MK                                127 54 24.4
 BM1039:UTM  14      -  ROY AZ MK                                127 52 22.5
 BM1039
 BM1039|---------------------------------------------------------------------|
 BM1039| PID    Reference Object                     Distance      Geod. Az  |
 BM1039|                                                           dddmmss.s |
 BM1039| CV9159 ROY AZ MK                                          1285846.6 |
 BM1039| BM1037 GIDDINGS MUNICIPAL TANK             APPROX.21.7 KM 2153905.1 |
 BM1039| CV9161 ROY RM 2                             26.798 METERS 25942     |
 BM1039| CV9160 ROY RM 1                             19.020 METERS 33425     |
 BM1039|---------------------------------------------------------------------|
 BM1039
 BM1039                          SUPERSEDED SURVEY CONTROL
 BM1039
 BM1039  NAD 83(1986)-  30 20 38.66181(N)    096 48 36.47182(W) AD(       ) 3
 BM1039  NAD 27      -  30 20 37.90000(N)    096 48 35.55000(W) AD(       ) 3
 BM1039
 BM1039.Superseded values are not recommended for survey control.
 BM1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1039.See file dsdata.txt to determine how the superseded data were derived.
 BM1039
 BM1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU1050058945(NAD 83)
 BM1039_MARKER: DS = TRIANGULATION STATION DISK
 BM1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1039
 BM1039  HISTORY     - Date     Condition        Report By
 BM1039  HISTORY     - 1954     MONUMENTED       CGS
 BM1039
 BM1039                          STATION DESCRIPTION
 BM1039
 BM1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1039'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF GIDDINGS,
 BM1039'14 MILES SOUTHEAST OF LEXINGTON AND 1.25 MILES SOUTHEAST OF
 BM1039'DIME BOX.
 BM1039'
 BM1039'TO REACH THE STATION FROM DIME BOX, GO SOUTHEAST ON FARM ROAD
 BM1039'141 FOR 1.3 MILES TO THE ENTRANCE TO THE DO DROP INN AND THE
 BM1039'STATION ON THE RIGHT.
 BM1039'
 BM1039'THE STATION MARK IS A STANDARD DISK STAMPED ROY 1954.  IT IS
 BM1039'SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND LEVEL.
 BM1039'IT IS IN THE TRIANGLE FORMED BY THE TWO ROADS LEADING TO THE
 BM1039'DO DROP INN AND FARM ROAD 141.  IT IS 61 FEET SOUTHWEST OF THE
 BM1039'CENTER LINE OF FARM ROAD 141 AND 4 FEET NORTHEAST OF A WHITE
 BM1039'WITNESS POST.
 BM1039'
 BM1039'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ROY NO 1 1954.  IT
 BM1039'IS SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS
 BM1039'36 FEET SOUTHWEST OF THE CENTER LINE OF FARM ROAD 141, 1 FOOT
 BM1039'NORTHEAST OF A FENCE CORNER AND 1 FOOT SOUTHEAST OF A POWER
 BM1039'LINE POLE.
 BM1039'
 BM1039'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROY NO 2 1954.  IT
 BM1039'IS SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 BM1039'10 FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL DRIVEWAY AND
 BM1039'1 FOOT SOUTHEAST OF A WIRE FENCE.
 BM1039'
 BM1039'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROY 1954.  IT
 BM1039'IS CEMENTED IN A DRILL HOLE IN BEDROCK, 51 FEET NORTHEAST OF
 BM1039'THE CENTER LINE OF FARM ROAD 141, 11 FEET NORTH OF A FENCE
 BM1039'CORNER AND 3 FEET NORTH OF A WHITE WITNESS POST AT THE SOUTH
 BM1039'CORNER OF A CHURCH YARD.
 BM1039'
 BM1039'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 BM1039'FARM ROAD 141 FOR 0.15 MILE TO THE MARK ON THE LEFT.
 BM1039'
 BM1039'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1750 ***********************************************************************
 FL1750  DESIGNATION -  ROY
 FL1750  PID         -  FL1750
 FL1750  STATE/COUNTY-  TX/CARSON
 FL1750  USGS QUAD   -  ABELL (1965)
 FL1750
 FL1750                         *CURRENT SURVEY CONTROL
 FL1750  ___________________________________________________________________
 FL1750* NAD 83(1993)-  35 25 45.11024(N)    101 22 54.71884(W)     ADJUSTED  
 FL1750* NAVD 88     -      1056.     (meters)    3465.     (feet)  SCALED    
 FL1750  ___________________________________________________________________
 FL1750  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 FL1750  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FL1750
 FL1750  HORZ ORDER  -  SECOND
 FL1750
 FL1750.The horizontal coordinates were established by classical geodetic methods
 FL1750.and adjusted by the National Geodetic Survey in February 1996..
 FL1750
 FL1750.The orthometric height was scaled from a topographic map.
 FL1750
 FL1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1750
 FL1750.The geoid height was determined by GEOID03.
 FL1750
 FL1750;                    North         East     Units Scale Factor Converg.
 FL1750;SPC TX N     - 1,158,556.734   210,726.634   MT  0.99991090   +0 04 06.5
 FL1750;SPC TX N     - 3,801,031.55    691,358.97   sFT  0.99991090   +0 04 06.5
 FL1750;UTM  14      - 3,923,247.410   283,771.166   MT  1.00017621   -1 22 52.7
 FL1750
 FL1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1750!SPC TX N     -   0.99983836  x   0.99991090  =   0.99974928
 FL1750!UTM  14      -   0.99983836  x   1.00017621  =   1.00001454
 FL1750
 FL1750:                Primary Azimuth Mark                     Grid Az
 FL1750:SPC TX N     -  ROY AZ MK                                001 43 05.3
 FL1750:UTM  14      -  ROY AZ MK                                003 10 04.5
 FL1750
 FL1750|---------------------------------------------------------------------|
 FL1750| PID    Reference Object                     Distance      Geod. Az  |
 FL1750|                                                           dddmmss.s |
 FL1750| CJ8353 ROY AZ MK                                          0014711.8 |
 FL1750| CJ8354 ROY RM 1                             24.125 METERS 08745     |
 FL1750| CJ8355 ROY RM 2                             10.721 METERS 17906     |
 FL1750|---------------------------------------------------------------------|
 FL1750
 FL1750                          SUPERSEDED SURVEY CONTROL
 FL1750
 FL1750  NAD 83(1993)-  35 25 45.11329(N)    101 22 54.71506(W) AD(       ) 2
 FL1750  NAD 83(1986)-  35 25 45.11699(N)    101 22 54.70921(W) AD(       ) 2
 FL1750  NAD 27      -  35 25 44.94800(N)    101 22 53.10600(W) AD(       ) 2
 FL1750
 FL1750.Superseded values are not recommended for survey control.
 FL1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1750.See file dsdata.txt to determine how the superseded data were derived.
 FL1750
 FL1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8377123247(NAD 83)
 FL1750_MARKER: DS = TRIANGULATION STATION DISK
 FL1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1750
 FL1750  HISTORY     - Date     Condition        Report By
 FL1750  HISTORY     - 1951     MONUMENTED       CGS
 FL1750  HISTORY     - 1956     GOOD             CGS
 FL1750
 FL1750                          STATION DESCRIPTION
 FL1750
 FL1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1750'THE STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY
 FL1750'117.  IT IS ABOUT 6 MILES AIRLINE NORTH OF PANHANDLE, ABOUT
 FL1750'11 MILES AIRLINE WEST OF WHITEDEER, AND ABOUT 18 MILES AIRLINE
 FL1750'SOUTHEAST OF FRITCH.
 FL1750'
 FL1750'THE STATION IS 2 FEET EAST OF A WIRE FENCE, AND 42 FEET WEST
 FL1750'OF THE CENTER LINE OF THE HIGHWAY.  IT IS A STANDARD DISK
 FL1750'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1750'3 INCHES.  THE DISK IS STAMPED--ROY 1951.
 FL1750'
 FL1750'REFERENCE MARK NUMBER ONE IS 42 FEET EAST OF THE CENTER LINE
 FL1750'OF THE HIGHWAY, 2 FEET WEST OF A WIRE FENCE, AND ABOUT THE
 FL1750'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET
 FL1750'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1750'2 INCHES.  THE DISK IS STAMPED--ROY NO 1 1951.
 FL1750'
 FL1750'REFERENCE MARK NUMBER TWO IS 40 FEET WEST OF THE CENTER LINE
 FL1750'OF THE HIGHWAY, 2 FEET EAST OF A WIRE FENCE, AND ABOUT THE
 FL1750'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN
 FL1750'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 FL1750'INCHES.  THE DISK IS STAMPED--ROY NO 2 1951.
 FL1750'
 FL1750'THE AZIMUTH MARK IS 37 FEET EAST OF THE CENTER LINE OF THE
 FL1750'HIGHWAY AND 2 FEET WEST OF A WIRE FENCE.  IT IS A STANDARD
 FL1750'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1750'PROJECTS 2 INCHES.  THE DISK IS STAMPED--ROY 1951.  TO REACH
 FL1750'THE MARK FROM THE STATION GO NORTH ON STATE HIGHWAY 117 FOR
 FL1750'0.45 MILE TO THE MARK ON THE RIGHT.
 FL1750'
 FL1750'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PANHANDLE
 FL1750'GO NORTH ON STATE HIGHWAY 117 FOR 6.2 MILES TO THE STATION
 FL1750'ON THE LEFT.
 FL1750'
 FL1750'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1750
 FL1750                          STATION RECOVERY (1956)
 FL1750
 FL1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1750'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1750'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL1750'FOR PROCEEDING TO STATION SITE ARE CORRECT, EXCEPT S.H. 117
 FL1750'IS NOW S.H. 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0726 ***********************************************************************
 CC0726  DESIGNATION -  ROY
 CC0726  PID         -  CC0726
 CC0726  STATE/COUNTY-  TX/MIDLAND
 CC0726  USGS QUAD   -  PARKS (1974)
 CC0726
 CC0726                         *CURRENT SURVEY CONTROL
 CC0726  ___________________________________________________________________
 CC0726* NAD 83(1993)-  31 46 41.42214(N)    102 11 45.71662(W)     ADJUSTED  
 CC0726* NAVD 88     -       888.9    (meters)    2916.     (feet)  VERTCON   
 CC0726  ___________________________________________________________________
 CC0726  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CC0726  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CC0726
 CC0726  HORZ ORDER  -  SECOND
 CC0726
 CC0726.The horizontal coordinates were established by classical geodetic methods
 CC0726.and adjusted by the National Geodetic Survey in February 1996..
 CC0726
 CC0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0726
 CC0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0726
 CC0726.The geoid height was determined by GEOID03.
 CC0726
 CC0726;                    North         East     Units Scale Factor Converg.
 CC0726;SPC TX C     - 3,235,556.953   523,578.200   MT  0.99997344   -0 57 33.8
 CC0726;SPC TX C     -10,615,323.10  1,717,772.81   sFT  0.99997344   -0 57 33.8
 CC0726;UTM  13      - 3,519,271.673   765,532.938   MT  1.00046968   +1 28 39.1
 CC0726
 CC0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0726!SPC TX C     -   0.99986424  x   0.99997344  =   0.99983769
 CC0726!UTM  13      -   0.99986424  x   1.00046968  =   1.00033386
 CC0726
 CC0726|---------------------------------------------------------------------|
 CC0726| PID    Reference Object                     Distance      Geod. Az  |
 CC0726|                                                           dddmmss.s |
 CC0726| CI0370 ROY RM 1                             33.274 METERS 04612     |
 CC0726| CI0369 ROY AZ MK                                          0772349.2 |
 CC0726| CI0371 ROY RM 2                             32.798 METERS 13506     |
 CC0726|---------------------------------------------------------------------|
 CC0726
 CC0726                          SUPERSEDED SURVEY CONTROL
 CC0726
 CC0726  NAD 83(1986)-  31 46 41.42586(N)    102 11 45.70711(W) AD(       ) 2
 CC0726  NAD 27      -  31 46 40.95800(N)    102 11 44.20800(W) AD(       ) 2
 CC0726  NGVD 29 (07/19/86)  888.5    (m)         2915.     (f) VERT ANG       
 CC0726
 CC0726.Superseded values are not recommended for survey control.
 CC0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0726.See file dsdata.txt to determine how the superseded data were derived.
 CC0726
 CC0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR6553319272(NAD 83)
 CC0726_MARKER: DS = TRIANGULATION STATION DISK
 CC0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0726
 CC0726  HISTORY     - Date     Condition        Report By
 CC0726  HISTORY     - 1935     MONUMENTED       CGS
 CC0726  HISTORY     - 1938     GOOD             TXHD
 CC0726  HISTORY     - 1939     GOOD             TSI
 CC0726  HISTORY     - 1970     GOOD             NGS
 CC0726
 CC0726                          STATION DESCRIPTION
 CC0726
 CC0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0726'STATION IS ABOUT 16 MILES, AIRLINE, SW OF MIDLAND, 2 MILES S OF MR.
 CC0726'ROY PARKS RANCH HOUSE, AND 0.4 MILE IN TRUE BEARING N 85 DEG W
 CC0726'FROM WINDMILL AND LARGE CIRCULAR CONCRETE TANK.  THE MARK PROJECTS
 CC0726'5 INCHES.
 CC0726'
 CC0726'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0726'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 CC0726'
 CC0726'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND PROJECTS 5 INCHES.
 CC0726'
 CC0726'REFERENCE MARK NO. 2 IS SE OF THE STATION AND PROJECTS 4 INCHES.
 CC0726'
 CC0726'THE AZIMUTH MARK IS ENE OF THE STATION, 0.1 MILE N OF THE
 CC0726'CONCRETE TANK AND WINDMILL, 8 FEET E OF THE CENTER LINE OF A
 CC0726'N-S TRACK ROAD, AND PROJECTS 6 INCHES.
 CC0726'
 CC0726'TO REACH THE STATION FROM THE MIDLAND COUNTY COURTHOUSE, GO
 CC0726'WESTERLY AND SOUTHWESTERLY ON U.S. HIGHWAY 80 FOR 9.1 MILES OR
 CC0726'0.7 MILE BEYOND THE AIRPORT, TURN LEFT OR SOUTHERLY, ON A GRADED
 CC0726'ROAD 7.3 MILES, CONTINUE SOUTHERLY ON MAIN ROAD, JOG ABOUT 50
 CC0726'YARDS TO THE W AND TAKE TRACK ROAD ALONG W SIDE OF FENCE FOR 0.7
 CC0726'MILE TO FORKS.  TAKE THE RIGHT FORK TRACK ROAD, GO WESTERLY 2.0
 CC0726'MILES PASSING THROUGH A BOARD GATE AT 1.0 MILE TO RANCH
 CC0726'HOUSE.  PASS THROUGH TWO CORRAL GATES INTO RANCH HOUSE
 CC0726'DOORYARD (ROY PARKS RANCH), THENCE THROUGH BOARD GATE IN SE
 CC0726'CORNER OF DOORYARD.  GO SOUTHERLY ON TRACK ROAD FOR 1.2 MILES
 CC0726'TO WIRE GATE, PASS THROUGH WIRE GATE AND CONTINUE SOUTHERLY ON
 CC0726'TRACK ROAD FOR 1.0 MILE TO WINDMILL AND LARGE CIRCULAR
 CC0726'CONCRETE TANK.  GO WESTERLY ACROSS COUNTRY 0.4 MILE TO THE
 CC0726'HIGHEST POINT IN CLOSE VICINITY AND STATION.
 CC0726'
 CC0726'A 50-FOOT TOWER WILL CLEAR ALL LINES.
 CC0726'
 CC0726'NO STATIONS ARE VISIBLE FROM THE GROUND.
 CC0726
 CC0726                          STATION RECOVERY (1938)
 CC0726
 CC0726'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0726'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CC0726'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CC0726
 CC0726                          STATION RECOVERY (1939)
 CC0726
 CC0726'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0726'STATION MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0726
 CC0726                          STATION RECOVERY (1970)
 CC0726
 CC0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0726'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 CC0726'MARK WERE RECOVERED IN GOOD CONDITION.
 CC0726'
 CC0726'A NEW DESCRIPTION FOLLOWS--
 CC0726'
 CC0726'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHWEST OF MIDLAND,
 CC0726'11 MILES SOUTH OF THE MIDLAND-ODESSA AIR TERMINAL, 1-1/2 MILES
 CC0726'WEST OF FARM ROAD 1788, 0.4 MILE WEST OF A WINDMILL, AND 0.3 MILE
 CC0726'NORTH OF A RANCH ROAD IN PASTURE LAND ON THE BILL FAUDREE RANCH.
 CC0726'IT IS ON A VERY SLIGHT RISE AND THERE IS A SMALL DRAW OR LOW SPOT
 CC0726'ABOUT 100 YARDS WEST OF THE STATION.
 CC0726'
 CC0726'THE STATION MARK IS A STANDARD DISK STAMPED ROY 1935, SET IN A
 CC0726'SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS 3-FEET
 CC0726'WEST OF A METAL WITNESS POST.
 CC0726'
 CC0726'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ROY NO 1 1935,
 CC0726'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CC0726'
 CC0726'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ROY NO 2 1935, SET
 CC0726'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 -INCHES.  IT IS 1.5
 CC0726'FEET NORTHWEST OF A METAL WITNESS POST.
 CC0726'
 CC0726'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED ROY
 CC0726'AZIMUTH 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CC0726'6-INCHES.  IT IS 645 FEET NORTHWEST OF WINDMILL, 372 FEET
 CC0726'SOUTH-SOUTHWEST OF POINT WHERE A PIPELINE CROSSES UNDER A
 CC0726'NORTH-SOUTH FENCE LINE, 250 FEET WEST OF THE NORTH-SOUTH FENCE,
 CC0726'110 FEET WEST OF CENTER OF TRACK ROAD LEADING NORTH FROM
 CC0726'WINDMILL, AND 0.8 FOOT SOUTH OF A METAL WITNESS POST.
 CC0726'
 CC0726'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND FARM
 CC0726'ROAD 1788 JUST WEST OF THE MIDLAND-ODESSA AIR TERMINAL, GO SOUTH
 CC0726'ON FARM ROAD 1788 FOR 9.85 MILES TO A RANCH CROSSROAD WITH LOCKED
 CC0726'GATES (THIS POINT IS 6.35 MILES NORTH FROM THE INTERSECTION
 CC0726'OF FARM ROAD 1788 WITH FARM ROAD 1787).  THERE IS A SIGN ON THE
 CC0726'WEST GATE, BILL FAUDREE RANCH, GO THRU GATE AND GO WEST ON RANCH
 CC0726'ROAD FOR 1 MILE TO THE WINDMILL, WATER TANK, AND CORRAL.  AND
 CC0726'THE AZIMUTH MARK AS DESCRIBED.  FROM THE AZIMUTH MARK GO WEST
 CC0726'ACROSS PASTURE 0.4 MILE TO THE STATION AS DESCRIBED.  THE GATE KEY
 CC0726'MAY BE OBTAINED AT THE FAUDREE RANCH HEADQUARTERS, MIDLAND,
 CC0726'TEXAS.
 CC0726'
 CC0726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 17
 CC0726'MILES SSW OF MIDLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0767 ***********************************************************************
 CC0767  DESIGNATION -  ROYALTY RESET
 CC0767  PID         -  CC0767
 CC0767  STATE/COUNTY-  TX/WARD
 CC0767  USGS QUAD   -  GRANDFALLS (1981)
 CC0767
 CC0767                         *CURRENT SURVEY CONTROL
 CC0767  ___________________________________________________________________
 CC0767* NAD 83(1993)-  31 22 14.14424(N)    102 49 58.12067(W)     ADJUSTED  
 CC0767* NAVD 88     -       766.7    (meters)    2515.     (feet)  VERTCON   
 CC0767  ___________________________________________________________________
 CC0767  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 CC0767  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CC0767
 CC0767  HORZ ORDER  -  FIRST
 CC0767
 CC0767.The horizontal coordinates were established by classical geodetic methods
 CC0767.and adjusted by the National Geodetic Survey in February 1996..
 CC0767
 CC0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0767
 CC0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0767
 CC0767.The geoid height was determined by GEOID03.
 CC0767
 CC0767;                    North         East     Units Scale Factor Converg.
 CC0767;SPC TX C     - 3,191,561.934   462,260.559   MT  0.99990243   -1 17 14.6
 CC0767;SPC TX C     -10,470,982.78  1,516,599.85   sFT  0.99990243   -1 17 14.6
 CC0767;UTM  13      - 3,472,704.226   706,111.210   MT  1.00012401   +1 07 42.9
 CC0767
 CC0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0767!SPC TX C     -   0.99988328  x   0.99990243  =   0.99978572
 CC0767!UTM  13      -   0.99988328  x   1.00012401  =   1.00000727
 CC0767
 CC0767|---------------------------------------------------------------------|
 CC0767| PID    Reference Object                     Distance      Geod. Az  |
 CC0767|                                                           dddmmss.s |
 CC0767| CI0373 ROYALTY RM 1                         30.556 METERS 00527     |
 CC0767| CI0374 ROYALTY RM 2                         33.626 METERS 09522     |
 CC0767| CI0372 ROYALTY AZ MK                                      1295050.7 |
 CC0767|---------------------------------------------------------------------|
 CC0767
 CC0767                          SUPERSEDED SURVEY CONTROL
 CC0767
 CC0767  NAD 83(1986)-  31 22 14.14678(N)    102 49 58.11304(W) AD(       ) 1
 CC0767  NAD 27      -  31 22 13.64100(N)    102 49 56.56100(W) AD(       ) 1
 CC0767  NGVD 29 (07/19/86)  766.4    (m)         2514.     (f) VERT ANG       
 CC0767
 CC0767.Superseded values are not recommended for survey control.
 CC0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0767.See file dsdata.txt to determine how the superseded data were derived.
 CC0767
 CC0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0611172704(NAD 83)
 CC0767_MARKER: DS = TRIANGULATION STATION DISK
 CC0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0767
 CC0767  HISTORY     - Date     Condition        Report By
 CC0767  HISTORY     - 1969     MONUMENTED       CGS
 CC0767  HISTORY     - 1981     GOOD             NGS
 CC0767
 CC0767                          STATION DESCRIPTION
 CC0767
 CC0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CC0767'STATION MARK RECOVERED WITH PART OF THE DISK REMOVED.  REFERENCE
 CC0767'MARKS NO. 1 AND 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 CC0767'CONDITION.  THE OLD DISK IN THE STATION MARK WAS REMOVED AND
 CC0767'A NEW DISK SET IN ITS ORIGINAL POSITION.  A CHECK WAS MADE
 CC0767'OF THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND
 CC0767'FOUND TO BE CORRECT.
 CC0767'
 CC0767'DUE TO CHANGES IN ROADS AND LAND MARKS, A COMPLETE NEW DESCRIPTION
 CC0767'FOLLOWS--
 CC0767'
 CC0767'STATION IS LOCATED ON A RIDGE IN THE OIL FIELDS ABOUT 2 MILES
 CC0767'NORTH-NORTHEAST OF GRANDFALLS, ABOUT 1 MILE EAST OF A SMALL
 CC0767'RANCH HOUSE, ABOUT 150 YARDS EAST-SOUTHEAST OF THREE SMALL
 CC0767'OIL STORAGE TANKS, 0.3 MILE SOUTH OF 2 SMALL OIL STORAGE
 CC0767'STORAGE TANKS AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK
 CC0767'PROJECTS 4 INCHES AND THE DISK IS STAMPED ROYALTY 1935 1969.
 CC0767'
 CC0767'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 329 IN
 CC0767'GRANDFALLS, GO EASTERLY ON STATE HIGHWAY 329 FOR 1.3 MILES
 CC0767'TO A GRADED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON GRADED
 CC0767'ROAD FOR 1.35 MILE TO*FORKS, CONTINUE ON LEFT FORK
 CC0767'NORTH-NORTHEASTERLY FOR 0.1 MILE TO A SIDE ROAD LEFT TURN LEFT AND GO
 CC0767'WEST-NORTHWEST FOR 0.2 MILE TO RIGHT TURN IN ROAD.  CONTINUE
 CC0767'STRAIGHT AHEAD WEST-NORTHWEST LEAVING MAIN ROAD AND DRIVE
 CC0767'TOWARD THREE STORAGE TANKS FOR 0.25 MILE TO TOP OF
 CC0767'RISE AND STATION.  *TO REACH AZIMUTH MARK FROM FORKS
 CC0767'MENTIONED ABOVE, GO SOUTHEAST ACROSS FIELD FOR 0.3 MILE TO
 CC0767'OLD SLUSH POND AND AZIMUTH AS DESCRIBED.
 CC0767'
 CC0767'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 CC0767'SQUARE CONCRETE POST AND STAMPED ROYALTY 1935 R.M. 1 IS 100
 CC0767'FEET NORTH OF WITNESS POST.  THE MARK PROJECTS 6 INCHES.
 CC0767'
 CC0767'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A SQUARE CONCRETE
 CC0767'POST AND STAMPED ROYALTY 1935 R.M. 2 IS 110 FEET EAST OF A
 CC0767'WITNESS POST AND PROJECTS 6 INCHES.  THERE WERE NO OBJECTS
 CC0767'IN THE VICINITY FOR FURTHER MEASUREMENTS TO REFERENCE MARKS.
 CC0767'
 CC0767'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 CC0767'CONCRETE POST AND STAMPED ROYALTY 1935 AZIMUTH, IS 135 FEET
 CC0767'NORTHEAST OF AN OLD SLUSH POND AND 1 FOOT SOUTHWEST OF A WITNESS
 CC0767'POST.
 CC0767'
 CC0767'A 1 FOOT DIFFERENCE WAS NOTED IN THE DISTANCE BETWEEN REFERENCE
 CC0767'MARK NO. 1 AND REFERENCE MARK NO. 2.
 CC0767'
 CC0767'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI. NNE
 CC0767'OF GRAND FALLS
 CC0767
 CC0767                          STATION RECOVERY (1981)
 CC0767
 CC0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CC0767'REFERENCE MARKS NO 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  AZIMUTH
 CC0767'WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2601 ***********************************************************************
 CS2601  DESIGNATION -  ROYSE
 CS2601  PID         -  CS2601
 CS2601  STATE/COUNTY-  TX/ROCKWALL
 CS2601  USGS QUAD   -  ROYSE CITY (1963)
 CS2601
 CS2601                         *CURRENT SURVEY CONTROL
 CS2601  ___________________________________________________________________
 CS2601* NAD 83(1993)-  32 58 31.80275(N)    096 19 48.05096(W)     ADJUSTED  
 CS2601* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 CS2601  ___________________________________________________________________
 CS2601  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CS2601  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS2601
 CS2601  HORZ ORDER  -  SECOND
 CS2601
 CS2601.The horizontal coordinates were established by classical geodetic methods
 CS2601.and adjusted by the National Geodetic Survey in February 1996..
 CS2601
 CS2601.The orthometric height was scaled from a topographic map.
 CS2601
 CS2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2601
 CS2601.The geoid height was determined by GEOID03.
 CS2601
 CS2601;                    North         East     Units Scale Factor Converg.
 CS2601;SPC TXNC     - 2,147,230.845   802,808.098   MT  0.99987350   +1 11 00.6
 CS2601;SPC TXNC     - 7,044,706.53  2,633,879.57   sFT  0.99987350   +1 11 00.6
 CS2601;UTM  14      - 3,651,736.766   749,524.949   MT  1.00036777   +1 27 14.3
 CS2601
 CS2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2601!SPC TXNC     -   0.99997745  x   0.99987350  =   0.99985096
 CS2601!UTM  14      -   0.99997745  x   1.00036777  =   1.00034521
 CS2601
 CS2601|---------------------------------------------------------------------|
 CS2601| PID    Reference Object                     Distance      Geod. Az  |
 CS2601|                                                           dddmmss.s |
 CS2601| CY2164 ROYSE RM 2                           39.289 METERS 00418     |
 CS2601| CY2162 ROYSE AZ MK                                        0521834.2 |
 CS2601| CY2163 ROYSE RM 1                           26.243 METERS 15227     |
 CS2601|---------------------------------------------------------------------|
 CS2601
 CS2601                          SUPERSEDED SURVEY CONTROL
 CS2601
 CS2601  NAD 83(1993)-  32 58 31.80782(N)    096 19 48.04406(W) AD(       ) 2
 CS2601  NAD 83(1986)-  32 58 31.80959(N)    096 19 48.03712(W) AD(       ) 2
 CS2601  NAD 27      -  32 58 31.37500(N)    096 19 47.10000(W) AD(       ) 2
 CS2601
 CS2601.Superseded values are not recommended for survey control.
 CS2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2601.See file dsdata.txt to determine how the superseded data were derived.
 CS2601
 CS2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4952551737(NAD 83)
 CS2601_MARKER: DS = TRIANGULATION STATION DISK
 CS2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2601
 CS2601  HISTORY     - Date     Condition        Report By
 CS2601  HISTORY     - 1950     MONUMENTED       CGS
 CS2601  HISTORY     - 1955     MARK NOT FOUND   TXHD
 CS2601  HISTORY     - 1957     SEE DESCRIPTION  CGS
 CS2601  HISTORY     - 1962     GOOD             USGS
 CS2601  HISTORY     - 19920825 MARK NOT FOUND   USPSQD
 CS2601
 CS2601                          STATION DESCRIPTION
 CS2601
 CS2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CS2601'STATION IS LOCATED IN ROYSE CITY ON CITY PROPERTY WHICH IS
 CS2601'OCCUPIED BY THE CITY WATER TANK.  STATION IS 80 FEET SOUTH
 CS2601'OF THE MAIN STREET, 50 FEET SOUTHEAST OF THE NORTHEAST CORNER
 CS2601'OF A SMALL CAFE AND 20 FEET WEST OF A FENCE.  THE MARK IS FLUSH
 CS2601'WITH THE GROUND AND THE DISK IS STAMPED ROYSE 1950.
 CS2601'
 CS2601'REFERENCE MARK NO. 1 IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 CS2601'BASE OF THE NORTHEAST LEG OF WATER TANK.  THE DISK IS STAMPED
 CS2601'ROYSE NO 1 1950.
 CS2601'
 CS2601'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE CENTERLINE OF
 CS2601'THE MAIN STREET.  THE DISK IS SET FLUSH IN A DRILL HOLE IN THE
 CS2601'CONCRETE ISLAND OF A GAS STATION AND IS STAMPED ROYSE NO 2
 CS2601'1950.
 CS2601'
 CS2601'AZIMUTH MARK IS 46 FEET WEST OF THE SOUTHWEST CORNER OF A
 CS2601'HOUSE, 27 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 CS2601'67, 2 FEET WEST NORTHWEST OF WITNESS POST AND 1 FOOT WEST
 CS2601'SOUTHWEST OF POWER POLE.  THE MARK IS FLUSH WITH THE GROUND
 CS2601'AND THE DISK IS STAMPED ROYSE 1950.
 CS2601'
 CS2601'TO REACH FROM THE POST OFFICE IN ROYSE CITY GO EAST ON THE MAIN
 CS2601'STREET FOR 0.1 MILE TO STATION ON RIGHT OR SOUTH SIDE OF
 CS2601'STREET AS DESCRIBED.  CONTINUE EASTERLY FOR 0.25 MILE TO
 CS2601'AZIMUTH MARK ON RIGHT AS DESCRIBED.
 CS2601'
 CS2601'A 25 FOOT TOWER AT STATION IS NECESSARY TO SEE AZIMUTH MARK.
 CS2601'
 CS2601'A 74 FOOT SIGNAL AT STATION FATE IS VISIBLE AT 37 FEET.
 CS2601'
 CS2601'A 74 FOOT SIGNAL AT STATION NEVADA IS VISIBLE AT 37 FEET.
 CS2601'
 CS2601'A 100 FOOT SIGNAL AT STATION HENDRICKS IS VISIBLE AT 64 FEET.
 CS2601'
 CS2601'AN 87 FOOT SIGNAL AT STATION QUINLAN 1949 IS VISIBLE AT 64
 CS2601'FEET.
 CS2601'
 CS2601'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2601
 CS2601                          STATION RECOVERY (1955)
 CS2601
 CS2601'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS2601'STATION WAS NOT RECOVERED.  THE FENCE HAS BEEN REMOVED.  STATION
 CS2601'WAS COVERED WITH 2 FT OF CRUSHED ROCK.  R.M. 1 AND 2 WERE
 CS2601'RECOVERED IN GOOD CONDITION.
 CS2601
 CS2601                          STATION RECOVERY (1957)
 CS2601
 CS2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 CS2601'STATION HAS BEEN DUG UP AND IS ON THE GROUND AT THE BASE
 CS2601'OF THE SOUTHWEST LEG OF THE WATER TANK.  REFERENCE MARKS NO. 1
 CS2601'AND NO. 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2601'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 CS2601
 CS2601                          STATION RECOVERY (1962)
 CS2601
 CS2601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS2601'STATION IS LOCATED ON CITY PROPERTY WHICH IS OCCUPIED BY THE
 CS2601'CITY WATER TANK.  STATION IS 80 FEET SOUTH OF MAIN STREET.
 CS2601'50 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL CAFE.
 CS2601'THE MARK IS NOW COVERED BY LOOSE ROAD MATERIAL AND IS ABOUT
 CS2601'18 INCHES UNDER THE SURFACE OF A DRIVE INTO THE WATER TANK.
 CS2601'R.M.S AND AZIMUTH MARK ARE IN GOOD CONDITION.
 CS2601
 CS2601                          STATION RECOVERY (1992)
 CS2601
 CS2601'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS2601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2600 ***********************************************************************
 CS2600  DESIGNATION -  ROYSE CITY MUNICIPAL TANK
 CS2600  PID         -  CS2600
 CS2600  STATE/COUNTY-  TX/ROCKWALL
 CS2600  USGS QUAD   -  ROYSE CITY (1963)
 CS2600
 CS2600                         *CURRENT SURVEY CONTROL
 CS2600  ___________________________________________________________________
 CS2600* NAD 83(1993)-  32 58 31.36007(N)    096 19 48.17675(W)     ADJUSTED  
 CS2600* NAVD 88     -                                                        
 CS2600  ___________________________________________________________________
 CS2600  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CS2600  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS2600
 CS2600  HORZ ORDER  -  THIRD
 CS2600
 CS2600.The horizontal coordinates were established by classical geodetic methods
 CS2600.and adjusted by the National Geodetic Survey in February 1996..
 CS2600
 CS2600
 CS2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2600
 CS2600.The geoid height was determined by GEOID03.
 CS2600
 CS2600;                    North         East     Units Scale Factor Converg.
 CS2600;SPC TXNC     - 2,147,217.145   802,805.114   MT  0.99987350   +1 11 00.5
 CS2600;SPC TXNC     - 7,044,661.58  2,633,869.78   sFT  0.99987350   +1 11 00.5
 CS2600;UTM  14      - 3,651,723.045   749,522.029   MT  1.00036775   +1 27 14.2
 CS2600
 CS2600                          SUPERSEDED SURVEY CONTROL
 CS2600
 CS2600  NAD 83(1993)-  32 58 31.36484(N)    096 19 48.17030(W) AD(       ) 4
 CS2600  NAD 83(1986)-  32 58 31.36685(N)    096 19 48.16302(W) AD(       ) 4
 CS2600  NAD 27      -  32 58 30.38000(N)    096 19 46.86000(W) AD(       ) 3
 CS2600
 CS2600.Superseded values are not recommended for survey control.
 CS2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2600.See file dsdata.txt to determine how the superseded data were derived.
 CS2600
 CS2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4952251723(NAD 83)
 CS2600_MARKER: 53 = ELEVATED TANK
 CS2600
 CS2600  HISTORY     - Date     Condition        Report By
 CS2600  HISTORY     - 1950     FIRST OBSERVED   CGS
 CS2600  HISTORY     - 1957     GOOD             CGS
 CS2600  HISTORY     - 1960     GOOD             CGS
 CS2600  HISTORY     - 1962     GOOD             CGS
 CS2600  HISTORY     - 19920824 MARK NOT FOUND   USPSQD
 CS2600
 CS2600                          STATION DESCRIPTION
 CS2600
 CS2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CS2600'STATION IS LOCATED IN THE WEST CENTRAL PART OF ROYSE CITY
 CS2600'ON CITY PROPERTY BETWEEN THE MAIN STREET AND RAILROAD TRACKS.
 CS2600'STATION IS ABOUT 90 FEET HIGH AND 23 FEET SQUARE AT BASE.
 CS2600'IT IS OF STEEL CONSTRUCTION WITH THE FOUR STEEL LEGS PAINTED
 CS2600'BLACK AND THE TANK IS PAINTED SILVER.  REFERENCE MARK NO. 1
 CS2600'OF TRIANGULATION STATION ROYSE IS SET IN THE CONCRETE BASE
 CS2600'OF THE NORTHEAST LEG.
 CS2600'
 CS2600'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2600'
 CS2600'TO REACH FROM THE POST OFFICE IN ROYSE CITY GO EAST ON THE
 CS2600'MAIN STREET FOR 0.1 MILE TO STATION ON RIGHT OR SOUTH SIDE
 CS2600'OF STREET AS DESCRIBED.
 CS2600
 CS2600                          STATION RECOVERY (1957)
 CS2600
 CS2600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 CS2600'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CS2600'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2600
 CS2600                          STATION RECOVERY (1960)
 CS2600
 CS2600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2600'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2600'
 CS2600'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2600
 CS2600                          STATION RECOVERY (1962)
 CS2600
 CS2600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CS2600'ORIGINAL DESCRIPTION WAS USED TO RECOVER THE STATION.
 CS2600'
 CS2600'THE TOP OF THE TANK HAS BEEN CUT OFF, THEREFORE THERE IS
 CS2600'NO LONGER AN APEX WHICH WAS SIGHTED FOR THE ORIGINAL POSITION.
 CS2600
 CS2600                          STATION RECOVERY (1992)
 CS2600
 CS2600'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS2600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2578 ***********************************************************************
 AX2578  DESIGNATION -  ROYSTON
 AX2578  PID         -  AX2578
 AX2578  STATE/COUNTY-  TX/BASTROP
 AX2578  USGS QUAD   -  TOGO (1981)
 AX2578
 AX2578                         *CURRENT SURVEY CONTROL
 AX2578  ___________________________________________________________________
 AX2578* NAD 83(1993)-  29 59 05.46526(N)    097 13 43.61287(W)     ADJUSTED  
 AX2578* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 AX2578  ___________________________________________________________________
 AX2578  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AX2578  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX2578
 AX2578  HORZ ORDER  -  THIRD
 AX2578
 AX2578.The horizontal coordinates were established by classical geodetic methods
 AX2578.and adjusted by the National Geodetic Survey in February 1996..
 AX2578
 AX2578.The orthometric height was scaled from a topographic map.
 AX2578
 AX2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2578
 AX2578.The geoid height was determined by GEOID03.
 AX2578
 AX2578;                    North         East     Units Scale Factor Converg.
 AX2578;SPC TX C     - 3,039,454.300   999,564.589   MT  1.00003780   +1 35 56.5
 AX2578;SPC TX C     - 9,971,942.98  3,279,404.82   sFT  1.00003780   +1 35 56.5
 AX2578;SPC TXSC     - 4,239,744.095   770,905.306   MT  0.99992740   +0 52 03.9
 AX2578;SPC TXSC     -13,909,893.75  2,529,211.82   sFT  0.99992740   +0 52 03.9
 AX2578;UTM  14      - 3,318,426.983   670,869.601   MT  0.99996023   +0 53 07.5
 AX2578
 AX2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2578!SPC TX C     -   0.99997757  x   1.00003780  =   1.00001537
 AX2578!SPC TXSC     -   0.99997757  x   0.99992740  =   0.99990498
 AX2578!UTM  14      -   0.99997757  x   0.99996023  =   0.99993780
 AX2578
 AX2578:                Primary Azimuth Mark                     Grid Az
 AX2578:SPC TX C     -  WILLIAMS                                 207 55 35.4
 AX2578:SPC TXSC     -  WILLIAMS                                 208 39 28.0
 AX2578:UTM  14      -  WILLIAMS                                 208 38 24.4
 AX2578
 AX2578|---------------------------------------------------------------------|
 AX2578| PID    Reference Object                     Distance      Geod. Az  |
 AX2578|                                                           dddmmss.s |
 AX2578| AX2595 WILLIAMS                            APPROX.10.2 KM 2093131.9 |
 AX2578|---------------------------------------------------------------------|
 AX2578
 AX2578                          SUPERSEDED SURVEY CONTROL
 AX2578
 AX2578  NAD 83(1986)-  29 59 05.47959(N)    097 13 43.59576(W) AD(       ) 3
 AX2578  NAD 27      -  29 59 04.68740(N)    097 13 42.63373(W) AD(       ) 3
 AX2578
 AX2578.Superseded values are not recommended for survey control.
 AX2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2578.See file dsdata.txt to determine how the superseded data were derived.
 AX2578
 AX2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU7087018427(NAD 83)
 AX2578
 AX2578  HISTORY     - Date     Condition        Report By
 AX2578  HISTORY     - UNK      MONUMENTED
 AX2578  HISTORY     - 1963     GOOD             USGS
 AX2578
 AX2578                          STATION DESCRIPTION
 AX2578
 AX2578'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2578'RECOVERED AND REDESCRIBED AS FOLLOWS
 AX2578'
 AX2578'STATION LOCATED 4 MI. SW. FROM SMITHVILLE, 2 MI. S. OF THE COLORADO
 AX2578'RIVER, ON THE WESTERNMOST OF A SERIES OF HILLS, AT THE EXTREME NW.
 AX2578'POINT OF A HEAVILY WOODED HILL COVERED WITH POST OAK AND SCATTERED
 AX2578'PINE, AND ABOUT 175 FT. N. OF E-W. FENCE AND BULLDOZER TRAIL.  WITH
 AX2578'SOME CLEARING AZIMUTHS TO N., W., AND SW. ARE POSSIBLE.
 AX2578'
 AX2578'STATION MARK--A USGS BRONZE CAP, UNSTAMPED, RIVETED TO 3-1/2 IN.
 AX2578'IRON PIPE PROJECTING 3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1531 ***********************************************************************
 AH1531  DESIGNATION -  ROZA
 AH1531  PID         -  AH1531
 AH1531  STATE/COUNTY-  TX/KENEDY
 AH1531  USGS QUAD   -  SARITA (1979)
 AH1531
 AH1531                         *CURRENT SURVEY CONTROL
 AH1531  ___________________________________________________________________
 AH1531* NAD 83(1993)-  27 10 23.55674(N)    097 51 42.97016(W)     ADJUSTED  
 AH1531* NAVD 88     -        23.9    (meters)      78.     (feet)  VERTCON   
 AH1531  ___________________________________________________________________
 AH1531  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AH1531  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH1531
 AH1531  HORZ ORDER  -  FIRST
 AH1531
 AH1531.The horizontal coordinates were established by classical geodetic methods
 AH1531.and adjusted by the National Geodetic Survey in February 1996..
 AH1531
 AH1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1531
 AH1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1531
 AH1531.The geoid height was determined by GEOID03.
 AH1531
 AH1531;                    North         East     Units Scale Factor Converg.
 AH1531;SPC TX S     - 5,167,072.300   363,226.998   MT  0.99989929   +0 17 22.9
 AH1531;SPC TX S     -16,952,303.04  1,191,687.24   sFT  0.99989929   +0 17 22.9
 AH1531;UTM  14      - 3,006,131.500   612,744.057   MT  0.99975691   +0 31 11.2
 AH1531
 AH1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1531!SPC TX S     -   1.00000021  x   0.99989929  =   0.99989950
 AH1531!UTM  14      -   1.00000021  x   0.99975691  =   0.99975712
 AH1531
 AH1531:                Primary Azimuth Mark                     Grid Az
 AH1531:SPC TX S     -  ROZA AZ MK                               000 15 40.1
 AH1531:UTM  14      -  ROZA AZ MK                               000 01 51.8
 AH1531
 AH1531|---------------------------------------------------------------------|
 AH1531| PID    Reference Object                     Distance      Geod. Az  |
 AH1531|                                                           dddmmss.s |
 AH1531| CV3388 ROZA AZ MK                                         0003303.0 |
 AH1531| AH1529 SARITA NEW MUNICIPAL TANK           APPROX. 9.0 KM 0492502.5 |
 AH1531| CV3392 ROZA RM 4                            22.098 METERS 06309     |
 AH1531| AH1525 KENEDY RANCH WATER TANK             APPROX.17.2 KM 0733147.9 |
 AH1531| CV3389 ROZA RM                                            27412     |
 AH1531| CV3391 ROZA RM 3                            21.043 METERS 27419     |
 AH1531| CV3390 ROZA RM 2                            67.279 METERS 32823     |
 AH1531|---------------------------------------------------------------------|
 AH1531
 AH1531                          SUPERSEDED SURVEY CONTROL
 AH1531
 AH1531  NAD 83(1986)-  27 10 23.57250(N)    097 51 42.94301(W) AD(       ) 1
 AH1531  NAD 27      -  27 10 22.40200(N)    097 51 41.95100(W) AD(       ) 1
 AH1531  NGVD 29 (07/19/86)   24.0    (m)           79.     (f) VERT ANG       
 AH1531
 AH1531.Superseded values are not recommended for survey control.
 AH1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1531.See file dsdata.txt to determine how the superseded data were derived.
 AH1531
 AH1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1274406132(NAD 83)
 AH1531_MARKER: DS = TRIANGULATION STATION DISK
 AH1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1531
 AH1531  HISTORY     - Date     Condition        Report By
 AH1531  HISTORY     - 1913     MONUMENTED       CGS
 AH1531  HISTORY     - 1930     GOOD             CGS
 AH1531  HISTORY     - 1942     GOOD             CGS
 AH1531  HISTORY     - 1952     GOOD             USGS
 AH1531  HISTORY     - 1960     GOOD             CGS
 AH1531
 AH1531                          STATION DESCRIPTION
 AH1531
 AH1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 AH1531'STATION IS ABOUT 5 MILES SW FROM SARITA, ON THE SANTA ROSA
 AH1531'RANCH, OWNED BY MC GILL BROTHERS, OF ALICE, IN SMALL CULTIVATED
 AH1531'FIELD ABOUT 300 YARDS SE OF RANCH HOUSE AND 32 PACES SE OF
 AH1531'MEXICAN SHACK.
 AH1531'
 AH1531'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AH1531'DISKS SET IN CONCRETE.
 AH1531'
 AH1531'REFERENCE MARK IS SET ON S SIDE OF WIRE FENCE, AT SAME ELEVATION
 AH1531'AS STATION AND 21.120 METERS (69.29 FEET) THEREFROM,
 AH1531'N 85 DEG 48 MIN W.  IN 1930 AND AGAIN IN 1931 STATION
 AH1531'WAS RECOVERED.  THE 1913 REFERENCE MARK WAS FOUND TILTED
 AH1531'TOWARD STATION AND NOT STABLE.  ITS DISTANCE AND BEARING IN
 AH1531'1931 WERE 69.04 FEET S 85 DEG 41 MIN W.  IT WAS STAMPED REFERENCE
 AH1531'MARK NO. 3.  TWO NEW REFERENCE MARKS WERE ESTABLISHED STANDARD
 AH1531'BRONZE DISKS SET IN CONCRETE.
 AH1531'REFERENCE MARK NO. 1 IS 1/4 MILE S OF RANCH HOUSE, ON E SIDE
 AH1531'OF LINE OF TREES ALONG FENCE LINE, AND APPROXIMATELY 1/4
 AH1531'MILE FROM STATION S 71 DEG 34 MIN W.
 AH1531'REFERENCE MARK NO. 2 IS 90 FEET SE OF SHACK, 5 FEET SE OF
 AH1531'TREE, AND 220.7 FEET FROM STATION.
 AH1531'FOLLOWING DISTANCES AND BEARINGS ARE FROM
 AH1531'STATION--SARITA, WATER TANK, MUNICIPAL, 5.5 MILES, N 50 DEG 26 MIN E.
 AH1531'AIRWAY BEACON, 3.8 MILES, N 78 DEG 55 MIN E.
 AH1531'
 AH1531'IN 1930 BEST REACHED FROM RIVIERA BY HIGHWAY 16 TOWARD FALFURRIAS
 AH1531'5.0 MILES TO SANTA ROSA GATE ON S SIDE OF ROAD, THENCE ALONG
 AH1531'LANE 6-1/2 MILES TO RANCH.  ELEVATION OF STATION, 24.0 METERS
 AH1531'(79 FEET).
 AH1531
 AH1531                          STATION RECOVERY (1942)
 AH1531
 AH1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AH1531'DUE TO THE LACK OF DESCRIPTION OF TRIANGULATION STATION AT
 AH1531'THE TIME FIELD PARTIES LEVELED LINE BY STATION ROSA, ONLY
 AH1531'R.M. NO. 2 WAS RECOVERED.
 AH1531'
 AH1531'R.M. NO. 2 IS ABOUT 300.0 FEET (PACED) SOUTHEAST
 AH1531'OF THE SANTA ROSA RANCH HOUSE, ABOUT 155.0 FEET (PACED) NORTH
 AH1531'OF THE SOUTHWEST CORNER OF FENCE AROUND CULTIVATED FIELD, IN
 AH1531'LINE WITH FENCE LEADING SOUTH AND 4.0 FEET NORTH OF A 4 X 4
 AH1531'INCH WOODEN MARKER POST.  R.M. IS STAMPED ROSA NO. 2 1913
 AH1531'1931.
 AH1531'
 AH1531'STATION ROSA, AND R.M. NO. 1 WERE NOT RECOVERED.  THE TOP
 AH1531'OF A CONCRETE POST WITH A REFERENCE MARK DISK STAMPED ROSA
 AH1531'NO. 3 1913 1931 WAS FOUND LYING IN A FENCE CORNER NEAR THE
 AH1531'SITE OF THE R.M. NO. 2.
 AH1531'
 AH1531'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SARITA--
 AH1531'PROCEED 5.7 MILES SOUTHWESTERLY ALONG RANCH ROAD TO THE
 AH1531'SANTA ROSA RANCH HOUSE AND THE SITE OF R.M. NO. 2.
 AH1531
 AH1531                          STATION RECOVERY (1952)
 AH1531
 AH1531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AH1531'STATION AND R.M. 2 WERE RECOVERED.  STATION MARK WAS ABOUT
 AH1531'1.0 FEET BELOW GROUND SURFACE.  R.M. 1 AND 3 WERE SEARCHED
 AH1531'FOR BUT NOT FOUND.  SARITA MUNICIPAL WATER TANK HAS BEEN
 AH1531'MOVED SINCE 1931.
 AH1531'
 AH1531'DUE TO ROAD CHANGES THE STATION IS EASIER TO REACH FROM RIVIERA
 AH1531'AS FOLLOWS--
 AH1531'
 AH1531'TO REACH STATION FROM JUNCTION OF U.S. HWY 77 AND TEXAS 285,
 AH1531'GO W ON TEXAS 285 FOR 5.2 MILES.  THENCE LEFT (S) ON CALICHE
 AH1531'ROAD FOR 1.2 MILES TO ROAD FORK.  THENCE LEFT S FOR 4.3
 AH1531'MILES TO BRIDGE.  CONTINUE ON FOR 0.9 MILE TO SANTA ROZA
 AH1531'RANCH HOUSE (MR. NOBLE, OWNER).  STATION IS ON KNOLL APPROX.
 AH1531'0.2 MILE SE OF RANCH HOUSE, 14 FEET W AND 6 FEET S OF A HAY
 AH1531'SHED.
 AH1531
 AH1531                          STATION RECOVERY (1960)
 AH1531
 AH1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AH1531'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 AH1531'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT RECOVERED.
 AH1531'THE DISTANCE TO REFERENCE MARK NO. 2 WAS VERIFIED BUT THE
 AH1531'DIRECTION COULD NOT BE VERIFIED DUE TO THE LACK OF INFORMATION.
 AH1531'REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE ESTABLISHED
 AH1531'BY THIS PARTY.
 AH1531'
 AH1531'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AH1531'
 AH1531'THE STATION IS ON THE NORTH SIDE OF A CULTIVATED FIELD, 5
 AH1531'MILES SOUTHWEST OF SARITA, 300 YARDS SOUTHEAST OF A RANCH
 AH1531'HOUSE AND ON THE SANTA ROSA RANCH OWNED BY THE MC GILL BROTHERS
 AH1531'OF ALICE.
 AH1531'
 AH1531'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AH1531'AND STATE HIGHWAY 285 IN FALFURRIAS, GO EAST ON HIGHWAY
 AH1531'285 FOR 5.4 MILES TO A CROSSROAD AND FARM ROAD 2191 ON THE
 AH1531'RIGHT.  CONTINUE EAST ON HIGHWAY 285 FOR 11.65 MILES TO A
 AH1531'SIDE ROAD AND A SMALL SHED ON THE RIGHT.  TURN RIGHT, SOUTH,
 AH1531'ON THE CLICHE ROAD FOR 0.05 MILE TO A GATE AND A SIGN SPEED
 AH1531'LIMIT 30 MC GILL SANTA ROSA RANCH.  PASS THROUGH THE GATE
 AH1531'AND CONTINUE SOUTH ON THE CLICHE ROAD FOR 1.25 MILES TO A
 AH1531'SMALL IRON PIPE BRIDGE.  CROSS THE BRIDGE AND CONTINUE SOUTH
 AH1531'ON THE MAIN ROAD FOR 0.05 MILE TO A FORK.  BEAR LEFT AND
 AH1531'CONTINUE SOUTH ON THE MAIN ROAD FOR 2.6 MILES TO A FORK.
 AH1531'BEAR RIGHT AND CONTINUE SOUTH ON THE MAIN ROAD FOR 2.15
 AH1531'MILES TO THE TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE
 AH1531'RIGHT.  CONTINUE SOUTH ON THE MAIN ROAD FOR 0.45 MILE TO A
 AH1531'RANCH HOUSE.  TURN RIGHT FOR ABOUT 25 YARDS AND THEN
 AH1531'LEFT PASSING TO THE RIGHT OF A CIRCULAR CORRAL AND THEN LEFT
 AH1531'THROUGH A METAL GATE AND CONTINUE EAST ALONG A TRACK ROAD,
 AH1531'PASSING THREE SMALL HOUSES, FOR 0.25 MILE TO A WIRE
 AH1531'GATE AND THE STATION ON THE RIGHT IN THE CULTIVATED
 AH1531'FIELD.
 AH1531'
 AH1531'STATION MARK IS A STANDARD DISK STAMPED ROZA 1913 1931 AND
 AH1531'IS SET IN A SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW
 AH1531'THE SURFACE OF THE GROUND.  IT IS 292 FEET EAST OF THE NORTHEAST
 AH1531'CORNER OF THE EAST ONE OF THREE SMALL HOUSES AND 38 FEET SOUTH
 AH1531'OF THE CENTER OF THE WIRE GATE.  THE UNDERGROUND DISK WAS
 AH1531'NOT INSPECTED BY THIS PARTY.
 AH1531'
 AH1531'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROZA NO 2 1913
 AH1531'1931, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 14 INCHES.
 AH1531'IT IS 123.5 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL WHITE
 AH1531'HOUSE AND 4.5 FEET SOUTHEAST OF A LONE TWIN TRUNKED TREE.
 AH1531'
 AH1531'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ROZA NO 4 1913,
 AH1531'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AH1531'IT IS 67 FEET EAST OF THE CENTER OF THE WIRE GATE, 2.5 FEET
 AH1531'WEST OF A METAL WITNESS POST AND 0.5 FOOT SOUTH OF THE FENCE.
 AH1531'
 AH1531'AZIMUTH MARK, A STANDARD DISK STAMPED ROZA 1913, IS SET IN A
 AH1531'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 28.5 FEET
 AH1531'WEST OF THE CENTER OF THE CLICHE ROAD, 2.5 FEET SOUTHWEST
 AH1531'OF A METAL WITNESS POST AND 2 FEET SOUTH OF A SMALL TELEPHONE
 AH1531'POLE.
 AH1531'
 AH1531'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AH1531'
 AH1531'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4519 ***********************************************************************
 AW4519  DESIGNATION -  RP
 AW4519  PID         -  AW4519
 AW4519  STATE/COUNTY-  TX/HARRIS
 AW4519  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4519
 AW4519                         *CURRENT SURVEY CONTROL
 AW4519  ___________________________________________________________________
 AW4519* NAD 83(1986)-  29 47 26.     (N)    095 37 26.     (W)     SCALED    
 AW4519* NAVD 88     -        25.96   (+/-2cm)      85.2    (feet)  VERTCON   
 AW4519  ___________________________________________________________________
 AW4519  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW4519
 AW4519  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4519
 AW4519.The horizontal coordinates were scaled from a topographic map and have
 AW4519.an estimated accuracy of +/- 6 seconds.
 AW4519
 AW4519.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4519.The vertical order pertains to the NGVD 29 superseded value.
 AW4519
 AW4519.The geoid height was determined by GEOID03.
 AW4519
 AW4519;                    North         East    Units  Estimated Accuracy
 AW4519;SPC TXSC     - 4,221,630.      926,350.      MT  (+/- 180 meters Scaled)
 AW4519
 AW4519                          SUPERSEDED SURVEY CONTROL
 AW4519
 AW4519  NGVD 29 (??/??/92)   25.953  (m)           85.15   (f) ADJ UNCH    1 2
 AW4519
 AW4519.Superseded values are not recommended for survey control.
 AW4519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4519.See file dsdata.txt to determine how the superseded data were derived.
 AW4519
 AW4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN463984(NAD 83)
 AW4519_MARKER: X = CHISELED CROSS
 AW4519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4519_SP_SET: DAM
 AW4519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4519
 AW4519  HISTORY     - Date     Condition        Report By
 AW4519  HISTORY     - UNK      MONUMENTED       USE
 AW4519  HISTORY     - 1973     GOOD             NGS
 AW4519
 AW4519                          STATION DESCRIPTION
 AW4519
 AW4519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4519'2.4 MI NE FROM ADDICKS.
 AW4519'ABOUT 1.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4519'RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE 0.4 MILE NORTH ALONG
 AW4519'THE ADDICKS-FAIRBANKS RD.  (ELDRIDGE ST.), THENCE ABOUT 0.4 MILE WEST
 AW4519'ALONG THE TOP OF THE DAME, ABOUT 26 FEET WEST OF THE FIRST POWER POLE
 AW4519'SOUTH OF THE TOP OF THE DAM, 1.1 FEET SOUTHEAST OF THE NORTHEAST GUARD
 AW4519'RAIL POST, 0.2 FOOT SOUTH OF THE SOUTH EDGE OF THE DAM HEADWALL, 10.2
 AW4519'FEET NORTH OF A FENCE, SET IN THE TOP OF THE NORTHEAST CORNER OF THE
 AW4519'EAST WINGWALL OF THE DOWNSTREAM SIDE OF THE OUTLET WORKS OF THE DAM,
 AW4519'AND ABOUT 30 FEET BELOW THE LEVEL OF THE TOP OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0622 ***********************************************************************
 AE0622  DESIGNATION -  RP 1
 AE0622  PID         -  AE0622
 AE0622  STATE/COUNTY-  TX/STARR
 AE0622  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0622
 AE0622                         *CURRENT SURVEY CONTROL
 AE0622  ___________________________________________________________________
 AE0622* NAD 83(1986)-  26 22 28.     (N)    098 50 32.     (W)     SCALED    
 AE0622* NAVD 88     -        51.457  (meters)     168.82   (feet)  POSTED    
 AE0622  ___________________________________________________________________
 AE0622  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AE0622  DYNAMIC HT  -          51.370 (meters)     168.54  (feet)  COMP
 AE0622  MODELED GRAV-     978,998.4   (mgal)                       NAVD 88
 AE0622
 AE0622  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0622
 AE0622.The horizontal coordinates were scaled from a topographic map and have
 AE0622.an estimated accuracy of +/- 6 seconds.
 AE0622
 AE0622.The orthometric height was determined by differential leveling
 AE0622.and adjusted by the National Geodetic Survey in 1992..
 AE0622.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0622.rate of 0.0 thru 1.0 mm/km.
 AE0622
 AE0622.The geoid height was determined by GEOID03.
 AE0622
 AE0622.The dynamic height is computed by dividing the NAVD 88
 AE0622.geopotential number by the normal gravity value computed on the
 AE0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0622.degrees latitude (g = 980.6199 gals.).
 AE0622
 AE0622.The modeled gravity was interpolated from observed gravity values.
 AE0622
 AE0622;                    North         East    Units  Estimated Accuracy
 AE0622;SPC TX S     - 5,078,460.      265,850.      MT  (+/- 180 meters Scaled)
 AE0622
 AE0622                          SUPERSEDED SURVEY CONTROL
 AE0622
 AE0622.No superseded survey control is available for this station.
 AE0622
 AE0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ157171(NAD 83)
 AE0622_MARKER: DD = SURVEY DISK
 AE0622_SETTING: 0 = UNSPECIFIED SETTING
 AE0622_STAMPING: I B C 1
 AE0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0622
 AE0622  HISTORY     - Date     Condition        Report By
 AE0622  HISTORY     - UNK      MONUMENTED       IBC
 AE0622  HISTORY     - 1956     MARK NOT FOUND   NGS
 AE0622
 AE0622                          STATION DESCRIPTION
 AE0622
 AE0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0622'2.0 MI W FROM RIO GRANDE CITY.
 AE0622'NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0746 ***********************************************************************
 AE0746  DESIGNATION -  RP 10
 AE0746  PID         -  AE0746
 AE0746  STATE/COUNTY-  TX/STARR
 AE0746  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE0746
 AE0746                         *CURRENT SURVEY CONTROL
 AE0746  ___________________________________________________________________
 AE0746* NAD 83(1986)-  26 31 58.     (N)    098 52 43.     (W)     SCALED    
 AE0746* NAVD 88     -        91.531  (meters)     300.30   (feet)  ADJUSTED  
 AE0746  ___________________________________________________________________
 AE0746  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AE0746  DYNAMIC HT  -          91.381 (meters)     299.81  (feet)  COMP
 AE0746  MODELED GRAV-     979,006.0   (mgal)                       NAVD 88
 AE0746
 AE0746  VERT ORDER  -  SECOND    CLASS 0
 AE0746
 AE0746.The horizontal coordinates were scaled from a topographic map and have
 AE0746.an estimated accuracy of +/- 6 seconds.
 AE0746
 AE0746.The orthometric height was determined by differential leveling
 AE0746.and adjusted by the National Geodetic Survey in June 1991..
 AE0746
 AE0746.The geoid height was determined by GEOID03.
 AE0746
 AE0746.The dynamic height is computed by dividing the NAVD 88
 AE0746.geopotential number by the normal gravity value computed on the
 AE0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0746.degrees latitude (g = 980.6199 gals.).
 AE0746
 AE0746.The modeled gravity was interpolated from observed gravity values.
 AE0746
 AE0746;                    North         East    Units  Estimated Accuracy
 AE0746;SPC TX S     - 5,096,020.      262,270.      MT  (+/- 180 meters Scaled)
 AE0746
 AE0746                          SUPERSEDED SURVEY CONTROL
 AE0746
 AE0746  NGVD 29 (??/??/92)   91.586  (m)          300.48   (f) ADJ UNCH    2 0
 AE0746
 AE0746.Superseded values are not recommended for survey control.
 AE0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0746.See file dsdata.txt to determine how the superseded data were derived.
 AE0746
 AE0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ120346(NAD 83)
 AE0746_MARKER: DB = BENCH MARK DISK
 AE0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0746_STAMPING: 10 300.56
 AE0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0746+STABILITY: SURFACE MOTION
 AE0746
 AE0746  HISTORY     - Date     Condition        Report By
 AE0746  HISTORY     - UNK      MONUMENTED       IBC
 AE0746  HISTORY     - 1942     GOOD             NGS
 AE0746  HISTORY     - 1972     MARK NOT FOUND   NGS
 AE0746
 AE0746                          STATION DESCRIPTION
 AE0746
 AE0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0746'12.3 MI NW FROM RIO GRANDE CITY.
 AE0746'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0746'CITY, PROCEED 0.9 MILES WEST ALONG U.S. HIGHWAY NO. 83 TO THE
 AE0746'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 11.4 MILES
 AE0746'NORTHWESTERLY ALONG GRAVEL ROAD TO THE TOP OF A HILL AND SITE OF BENCH
 AE0746'MARK.  BENCH MARK IS 51.0 FEET NORTHEAST OF AND ABOUT THE SAME
 AE0746'ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  IT IS AT THE BASE OF A
 AE0746'30.0 FOOT WOODEN TRIANGULAR TOWER.
 AE0746
 AE0746                          STATION RECOVERY (1972)
 AE0746
 AE0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AE0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0296 ***********************************************************************
 AE0296  DESIGNATION -  RP 100
 AE0296  PID         -  AE0296
 AE0296  STATE/COUNTY-  TX/HIDALGO
 AE0296  USGS QUAD   -  LA JOYA (1982)
 AE0296
 AE0296                         *CURRENT SURVEY CONTROL
 AE0296  ___________________________________________________________________
 AE0296* NAD 83(1986)-  26 11 46.     (N)    098 23 22.     (W)     SCALED    
 AE0296* NAVD 88     -        36.522  (meters)     119.82   (feet)  POSTED    
 AE0296  ___________________________________________________________________
 AE0296  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0296  DYNAMIC HT  -          36.460 (meters)     119.62  (feet)  COMP
 AE0296  MODELED GRAV-     978,990.2   (mgal)                       NAVD 88
 AE0296
 AE0296  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0296
 AE0296.The horizontal coordinates were scaled from a topographic map and have
 AE0296.an estimated accuracy of +/- 6 seconds.
 AE0296
 AE0296.The orthometric height was determined by differential leveling
 AE0296.and adjusted by the National Geodetic Survey in 1992..
 AE0296.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0296.rate of 0.0 thru 1.0 mm/km.
 AE0296
 AE0296.The geoid height was determined by GEOID03.
 AE0296
 AE0296.The dynamic height is computed by dividing the NAVD 88
 AE0296.geopotential number by the normal gravity value computed on the
 AE0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0296.degrees latitude (g = 980.6199 gals.).
 AE0296
 AE0296.The modeled gravity was interpolated from observed gravity values.
 AE0296
 AE0296;                    North         East    Units  Estimated Accuracy
 AE0296;SPC TX S     - 5,058,670.      311,050.      MT  (+/- 180 meters Scaled)
 AE0296
 AE0296                          SUPERSEDED SURVEY CONTROL
 AE0296
 AE0296  NGVD 29 (??/??/92)   36.626  (m)          120.16   (f) ADJ UNCH    2 0
 AE0296
 AE0296.Superseded values are not recommended for survey control.
 AE0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0296.See file dsdata.txt to determine how the superseded data were derived.
 AE0296
 AE0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP610975(NAD 83)
 AE0296_MARKER: DD = SURVEY DISK
 AE0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0296_STAMPING: 100 119.82
 AE0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0296+STABILITY: SURFACE MOTION
 AE0296
 AE0296  HISTORY     - Date     Condition        Report By
 AE0296  HISTORY     - UNK      MONUMENTED       IBC
 AE0296  HISTORY     - 1963     MARK NOT FOUND   USGS
 AE0296
 AE0296                          STATION DESCRIPTION
 AE0296
 AE0296'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AE0296'4.75 MI NW FROM MADERO.
 AE0296'4.75 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE VALLEY BRICK AND
 AE0296'TILE CO. PROPERTY AT MADERO, HIDALGO COUNTY, 1.4 MILES EAST OF THE
 AE0296'GENERAL STORE AT OJO DE AGUA, 0.15 MILE WEST OF A SMALL WOODEN BRIDGE,
 AE0296'34 FEET NORTH OF THE CENTERLINE OF THE ROAD, 10 FEET NORTH OF THE
 AE0296'RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AE0296'ABOUT 4 FEET HIGHER THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST
 AE0296'PROJECTING 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0187 ***********************************************************************
 BB0187  DESIGNATION -  RP 11
 BB0187  PID         -  BB0187
 BB0187  STATE/COUNTY-  TX/PRESIDIO
 BB0187  USGS QUAD   -  LAS CONCHAS (1980)
 BB0187
 BB0187                         *CURRENT SURVEY CONTROL
 BB0187  ___________________________________________________________________
 BB0187* NAD 83(1986)-  29 59 15.     (N)    104 40 59.     (W)     SCALED    
 BB0187* NAVD 88     -       844.013  (meters)    2769.07   (feet)  POSTED    
 BB0187  ___________________________________________________________________
 BB0187  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BB0187  DYNAMIC HT  -         842.650 (meters)    2764.59  (feet)  COMP
 BB0187  MODELED GRAV-     978,998.4   (mgal)                       NAVD 88
 BB0187
 BB0187  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0187
 BB0187.The horizontal coordinates were scaled from a topographic map and have
 BB0187.an estimated accuracy of +/- 6 seconds.
 BB0187
 BB0187.The orthometric height was determined by differential leveling
 BB0187.and adjusted by the National Geodetic Survey in 1992..
 BB0187.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0187.rate of 1.1 thru 2.0 mm/km.
 BB0187
 BB0187.The geoid height was determined by GEOID03.
 BB0187
 BB0187.The dynamic height is computed by dividing the NAVD 88
 BB0187.geopotential number by the normal gravity value computed on the
 BB0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0187.degrees latitude (g = 980.6199 gals.).
 BB0187
 BB0187.The modeled gravity was interpolated from observed gravity values.
 BB0187
 BB0187;                    North         East    Units  Estimated Accuracy
 BB0187;SPC TXSC     - 4,252,060.       51,850.      MT  (+/- 180 meters Scaled)
 BB0187
 BB0187                          SUPERSEDED SURVEY CONTROL
 BB0187
 BB0187  NGVD 29 (??/??/92)  843.549  (m)         2767.54   (f) ADJ UNCH    2 0
 BB0187
 BB0187.Superseded values are not recommended for survey control.
 BB0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0187.See file dsdata.txt to determine how the superseded data were derived.
 BB0187
 BB0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP305174(NAD 83)
 BB0187_MARKER: DD = SURVEY DISK
 BB0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0187+STABILITY: SURFACE MOTION
 BB0187
 BB0187  HISTORY     - Date     Condition        Report By
 BB0187  HISTORY     - UNK      MONUMENTED       IBC
 BB0187  HISTORY     - 1943     GOOD             NGS
 BB0187
 BB0187                          STATION DESCRIPTION
 BB0187
 BB0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BB0187'0.5 MI NW FROM RUIDOSA.
 BB0187'THIS MARK IS 0.5 MILE NORTHWEST ALONG THE ROAD TO CANDELARIA FROM THE
 BB0187'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 600.0 FEET SOUTH OF THE SOUTH
 BB0187'SIDE OF THE SCHOOL HOUSE, 112.0 FEET SOUTHEAST OF THE CENTERLINE OF
 BB0187'THE ROAD RUNNING NORTHEAST TO THE SCHOOL HOUSE, 185.0 FEET NORTHEAST
 BB0187'OF THE CENTERLINE OF THE ROAD, PROJECTING 18-INCHES ABOVE THE GROUND,
 BB0187'2.0 FEET SOUTH OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0282 ***********************************************************************
 AE0282  DESIGNATION -  RP 110
 AE0282  PID         -  AE0282
 AE0282  STATE/COUNTY-  TX/HIDALGO
 AE0282  USGS QUAD   -  MISSION (1983)
 AE0282
 AE0282                         *CURRENT SURVEY CONTROL
 AE0282  ___________________________________________________________________
 AE0282* NAD 83(1986)-  26 08 47.     (N)    098 16 15.     (W)     SCALED    
 AE0282* NAVD 88     -        31.987  (meters)     104.94   (feet)  POSTED    
 AE0282  ___________________________________________________________________
 AE0282  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE0282  DYNAMIC HT  -          31.930 (meters)     104.76  (feet)  COMP
 AE0282  MODELED GRAV-     978,982.2   (mgal)                       NAVD 88
 AE0282
 AE0282  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0282
 AE0282.The horizontal coordinates were scaled from a topographic map and have
 AE0282.an estimated accuracy of +/- 6 seconds.
 AE0282
 AE0282.The orthometric height was determined by differential leveling
 AE0282.and adjusted by the National Geodetic Survey in 1992..
 AE0282.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0282.rate of 1.1 thru 2.0 mm/km.
 AE0282
 AE0282.The geoid height was determined by GEOID03.
 AE0282
 AE0282.The dynamic height is computed by dividing the NAVD 88
 AE0282.geopotential number by the normal gravity value computed on the
 AE0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0282.degrees latitude (g = 980.6199 gals.).
 AE0282
 AE0282.The modeled gravity was interpolated from observed gravity values.
 AE0282
 AE0282;                    North         East    Units  Estimated Accuracy
 AE0282;SPC TX S     - 5,053,170.      322,920.      MT  (+/- 180 meters Scaled)
 AE0282
 AE0282                          SUPERSEDED SURVEY CONTROL
 AE0282
 AE0282  NGVD 29 (??/??/92)   32.091  (m)          105.29   (f) ADJ UNCH    2 0
 AE0282
 AE0282.Superseded values are not recommended for survey control.
 AE0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0282.See file dsdata.txt to determine how the superseded data were derived.
 AE0282
 AE0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP728921(NAD 83)
 AE0282_MARKER: DD = SURVEY DISK
 AE0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0282_STAMPING: 110 105.00
 AE0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0282+STABILITY: SURFACE MOTION
 AE0282
 AE0282  HISTORY     - Date     Condition        Report By
 AE0282  HISTORY     - UNK      MONUMENTED       IBC
 AE0282  HISTORY     - 1962     POOR             USGS
 AE0282
 AE0282                          STATION DESCRIPTION
 AE0282
 AE0282'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0282'3.0 MI N FROM HIDALGO.
 AE0282'3.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF U.S.
 AE0282'HIGHWAY 281 ABOUT 0.1 MILE WEST OF THE POST OFFICE AT HIDALGO, HIDALGO
 AE0282'COUNTY, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, AND THENCE 0.4 MILE
 AE0282'SOUTH ALONG A DIRT ROAD.  250 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AE0282'OF THE J.J. HACKNEY HOUSE IN 1942, 18 FEET EAST OF THE CENTERLINE OF
 AE0282'THE DIRT ROAD, 14 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD LEADING
 AE0282'TO THE FARMHOUSE, AND ABOUT 2 FEET HIGHER THAN THE ROAD, SET IN THE
 AE0282'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1628 ***********************************************************************
 AB1628  DESIGNATION -  RP 121
 AB1628  PID         -  AB1628
 AB1628  STATE/COUNTY-  TX/HIDALGO
 AB1628  USGS QUAD   -  PROGRESO (1970)
 AB1628
 AB1628                         *CURRENT SURVEY CONTROL
 AB1628  ___________________________________________________________________
 AB1628* NAD 83(1993)-  26 03 54.75474(N)    097 53 32.54708(W)     ADJUSTED  
 AB1628* NAVD 88     -        23.     (meters)      75.     (feet)  VERTCON   
 AB1628  ___________________________________________________________________
 AB1628  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 AB1628  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AB1628
 AB1628  HORZ ORDER  -  SECOND
 AB1628
 AB1628.The horizontal coordinates were established by classical geodetic methods
 AB1628.and adjusted by the National Geodetic Survey in February 1996..
 AB1628
 AB1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1628
 AB1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1628
 AB1628.The geoid height was determined by GEOID03.
 AB1628
 AB1628;                    North         East     Units Scale Factor Converg.
 AB1628;SPC TX S     - 5,044,303.368   360,801.895   MT  1.00002710   +0 16 33.1
 AB1628;SPC TX S     -16,549,518.63  1,183,730.88   sFT  1.00002710   +0 16 33.1
 AB1628;UTM  14      - 2,883,376.012   610,791.604   MT  0.99975156   +0 29 12.2
 AB1628
 AB1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1628!SPC TX S     -   1.00000003  x   1.00002710  =   1.00002713
 AB1628!UTM  14      -   1.00000003  x   0.99975156  =   0.99975159
 AB1628
 AB1628                          SUPERSEDED SURVEY CONTROL
 AB1628
 AB1628  NAD 83(1986)-  26 03 54.76153(N)    097 53 32.50940(W) AD(       ) 2
 AB1628  NAD 27      -  26 03 53.48220(N)    097 53 31.50217(W) AD(       ) 2
 AB1628  NGVD 29 (07/19/86)   23.     (m)           75.     (f) VERT ANG       
 AB1628
 AB1628.Superseded values are not recommended for survey control.
 AB1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1628.See file dsdata.txt to determine how the superseded data were derived.
 AB1628
 AB1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP1079283376(NAD 83)
 AB1628_MARKER: DD = SURVEY DISK
 AB1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1628+STABILITY: SURFACE MOTION
 AB1628
 AB1628  HISTORY     - Date     Condition        Report By
 AB1628  HISTORY     - 1974     MONUMENTED       IBWC
 AB1628
 AB1628                          STATION DESCRIPTION
 AB1628
 AB1628'DESCRIBED BY INT BDRY WTR COMM 1974 (ILC)
 AB1628'THE STATION IS ABOUT 6 MILES SOUTH AND 5-3/4 MILES EAST OF WESLACO,
 AB1628'5-3/4 MILES SOUTH AND 1-1/4 MILES EAST OF MERCEDES, 1-3/4 MILES
 AB1628'SOUTH AND 4 MILES EAST OF PROGRESO, 1-1/2 MILES SOUTH OF U. S.
 AB1628'HIGHWAY 281 AND ABOUT 0.2 MILE NORTHEAST OF THE RIO GRANDE RIVER,
 AB1628'ON PROPERTY OWNED BY THE WATER COMMISSION, GERALD ENGLAND, PLANT
 AB1628'MANAGER GAVE PERMISSION, HE LIVES IN THE FIRST HOUSE EAST OF THE
 AB1628'STATION.
 AB1628'
 AB1628'TO REACH THE STATION FROM THE POST OFFICE IN PROGRESO, GO SOUTH
 AB1628'ON FARM ROAD 1015 FOR 0.25 MILE TO THE JUNCTION WITH U. S. HIGHWAY
 AB1628'281.  TURN LEFT AND GO EAST ON U. S. HIGHWAY 281 FOR 2.6 MILES TO
 AB1628'THE JUNCTION WITH FARM ROAD 491 ON THE LEFT.  CONTINUE EAST ON U.
 AB1628'S.  HIGHWAY 281 FOR 1.8 MILES TO A PAVED SIDE ROAD RIGHT.  TURN
 AB1628'RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 1.0 MILE TO THE END OF
 AB1628'PAVEMENT, A THREE-WAY FORK AND THE STATION.
 AB1628'
 AB1628'RP 121 (IBWC) IS A BRONZE DISK OF THE INTERNATIONAL BOUNDRY AND
 AB1628'WATER COMMISSION, STAMPED RP NO 121 ELEV. 78.03 P, SET IN THE
 AB1628'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 18 INCHES
 AB1628'ABOVE THE GROUND.  IT IS 14.0 FEET SOUTH OF THE CENTER OF A
 AB1628'GRAVELED ROAD AND ABOUT 1 FOOT HIGHER THAN STATION, ENGLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0392 ***********************************************************************
 AE0392  DESIGNATION -  RP 15 B
 AE0392  PID         -  AE0392
 AE0392  STATE/COUNTY-  TX/HIDALGO
 AE0392  USGS QUAD   -  LA JOYA (1982)
 AE0392
 AE0392                         *CURRENT SURVEY CONTROL
 AE0392  ___________________________________________________________________
 AE0392* NAD 83(1986)-  26 13 56.     (N)    098 26 38.     (W)     SCALED    
 AE0392* NAVD 88     -        38.024  (meters)     124.75   (feet)  ADJUSTED  
 AE0392  ___________________________________________________________________
 AE0392  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE0392  DYNAMIC HT  -          37.960 (meters)     124.54  (feet)  COMP
 AE0392  MODELED GRAV-     978,990.1   (mgal)                       NAVD 88
 AE0392
 AE0392  VERT ORDER  -  FIRST     CLASS II
 AE0392
 AE0392.The horizontal coordinates were scaled from a topographic map and have
 AE0392.an estimated accuracy of +/- 6 seconds.
 AE0392
 AE0392.The orthometric height was determined by differential leveling
 AE0392.and adjusted by the National Geodetic Survey in June 1991..
 AE0392
 AE0392.The geoid height was determined by GEOID03.
 AE0392
 AE0392.The dynamic height is computed by dividing the NAVD 88
 AE0392.geopotential number by the normal gravity value computed on the
 AE0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0392.degrees latitude (g = 980.6199 gals.).
 AE0392
 AE0392.The modeled gravity was interpolated from observed gravity values.
 AE0392
 AE0392;                    North         East    Units  Estimated Accuracy
 AE0392;SPC TX S     - 5,062,660.      305,610.      MT  (+/- 180 meters Scaled)
 AE0392
 AE0392                          SUPERSEDED SURVEY CONTROL
 AE0392
 AE0392  NGVD 29 (??/??/92)   38.136  (m)          125.12   (f) ADJ UNCH    1 2
 AE0392
 AE0392.Superseded values are not recommended for survey control.
 AE0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0392.See file dsdata.txt to determine how the superseded data were derived.
 AE0392
 AE0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ555015(NAD 83)
 AE0392_MARKER: DD = SURVEY DISK
 AE0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0392_STAMPING: 15 B 124.69
 AE0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0392+STABILITY: SURFACE MOTION
 AE0392
 AE0392  HISTORY     - Date     Condition        Report By
 AE0392  HISTORY     - UNK      MONUMENTED       IBC
 AE0392  HISTORY     - 1942     GOOD             NGS
 AE0392  HISTORY     - 1943     GOOD             CGS
 AE0392  HISTORY     - 1987     GOOD             USPSQD
 AE0392
 AE0392                          STATION DESCRIPTION
 AE0392
 AE0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0392'IN PENITAS.
 AE0392'BENCH MARK IS 66.0 FEET SOUTHWEST OF THE SOUTHWEST FACE OF AND ACROSS
 AE0392'ROAD FROM THE POST OFFICE AT PENITAS, 18.0 FEET SOUTHWEST OF AND ABOUT
 AE0392'THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 4.0 FEET
 AE0392'SOUTHEAST OF THE CENTERLINE OF A GATE AT THE ENTRANCE TO A SMALL
 AE0392'MEXICAN HOUSE, 2.0 FEET NORTHEAST OF THE RIGHT OF WAY FENCE. MONUMENT
 AE0392'IS 2.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AE0392'PROJECTS 0.6 FOOT.
 AE0392
 AE0392                          STATION RECOVERY (1943)
 AE0392
 AE0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0392'BENCH MARK IS 66.0 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE
 AE0392'POST OFFICE AT PENITAS, 18.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AE0392'ELEVATION AS THE CENTERLINE OF THE ROAD, 2.0 FEET NORTHEAST OF A
 AE0392'RIGHT-OF-WAY FENCE CORNER, AND 2.0 FEET NORTHEAST OF A 4 X 4 INCH
 AE0392'WOODEN MARKER POST. AN I. B. C. DISK SET IN CONCRETE POST PROJECTING
 AE0392'ABOUT 0.6 FOOT. NOT RECOVERED IN 1962. PROBABLY DESTROYED OR COVERED
 AE0392'BY HIGHWAY PAVING.
 AE0392
 AE0392                          STATION RECOVERY (1987)
 AE0392
 AE0392'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1255 ***********************************************************************
 AE1255  DESIGNATION -  RP 15 P
 AE1255  PID         -  AE1255
 AE1255  STATE/COUNTY-  TX/HIDALGO
 AE1255  USGS QUAD   -  LA JOYA (1982)
 AE1255
 AE1255                         *CURRENT SURVEY CONTROL
 AE1255  ___________________________________________________________________
 AE1255* NAD 83(1986)-  26 13 44.     (N)    098 26 47.     (W)     SCALED    
 AE1255* NAVD 88     -        37.904  (meters)     124.36   (feet)  ADJUSTED  
 AE1255  ___________________________________________________________________
 AE1255  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE1255  DYNAMIC HT  -          37.841 (meters)     124.15  (feet)  COMP
 AE1255  MODELED GRAV-     978,989.7   (mgal)                       NAVD 88
 AE1255
 AE1255  VERT ORDER  -  FIRST     CLASS II
 AE1255
 AE1255.The horizontal coordinates were scaled from a topographic map and have
 AE1255.an estimated accuracy of +/- 6 seconds.
 AE1255
 AE1255.The orthometric height was determined by differential leveling
 AE1255.and adjusted by the National Geodetic Survey in June 1991..
 AE1255
 AE1255.The geoid height was determined by GEOID03.
 AE1255
 AE1255.The dynamic height is computed by dividing the NAVD 88
 AE1255.geopotential number by the normal gravity value computed on the
 AE1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1255.degrees latitude (g = 980.6199 gals.).
 AE1255
 AE1255.The modeled gravity was interpolated from observed gravity values.
 AE1255
 AE1255;                    North         East    Units  Estimated Accuracy
 AE1255;SPC TX S     - 5,062,290.      305,360.      MT  (+/- 180 meters Scaled)
 AE1255
 AE1255                          SUPERSEDED SURVEY CONTROL
 AE1255
 AE1255.No superseded survey control is available for this station.
 AE1255
 AE1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ552011(NAD 83)
 AE1255_MARKER: DB = BENCH MARK DISK
 AE1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1255_SP_SET: CONCRETE POST
 AE1255_STAMPING: RP 15 124.68 P
 AE1255_MARK LOGO: IBWC  
 AE1255_PROJECTION: PROJECTING 61 CENTIMETERS
 AE1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1255+STABILITY: SURFACE MOTION
 AE1255
 AE1255  HISTORY     - Date     Condition        Report By
 AE1255  HISTORY     - UNK      MONUMENTED       IBWC
 AE1255  HISTORY     - 1981     GOOD             NGS
 AE1255
 AE1255                          STATION DESCRIPTION
 AE1255
 AE1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1255'0.4 KM (0.25 MI) SOUTH FROM PENITAS.
 AE1255'0.4 KM (0.25 MI) SOUTH ALONG FARM ROAD 1427 FROM THE POST OFFICE AT
 AE1255'PENITAS, AT THE JUNCTION OF A PAVED ROAD LEADING WEST, 12.8 METERS
 AE1255'(42.0 FT) WEST OF THE FARM ROAD, 10.1 METERS (33.0 FT) NORTHEAST OF
 AE1255'THE PAVED ROAD, AND 5.8 METERS (19.0 FT) EAST OF A METAL CORNER FENCE
 AE1255'POLE, 5.2 METERS (17.0 FT) EAST OF A POWERLINE POLE WITH A GUY WIRE
 AE1255'AND NORTH OF AN UNDER GROUND TELEPHONE CABLE JUNCTION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0007 ***********************************************************************
 CE0007  DESIGNATION -  RP 16
 CE0007  PID         -  CE0007
 CE0007  STATE/COUNTY-  TX/EL PASO
 CE0007  USGS QUAD   -  CLINT (1995)
 CE0007
 CE0007                         *CURRENT SURVEY CONTROL
 CE0007  ___________________________________________________________________
 CE0007* NAD 83(1986)-  31 30 23.     (N)    106 09 45.     (W)     SCALED    
 CE0007* NAVD 88     -      1101.949  (meters)    3615.31   (feet)  ADJUSTED  
 CE0007  ___________________________________________________________________
 CE0007  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0007  DYNAMIC HT  -        1100.252 (meters)    3609.74  (feet)  COMP
 CE0007  MODELED GRAV-     979,063.1   (mgal)                       NAVD 88
 CE0007
 CE0007  VERT ORDER  -  FIRST     CLASS II
 CE0007
 CE0007.The horizontal coordinates were scaled from a topographic map and have
 CE0007.an estimated accuracy of +/- 6 seconds.
 CE0007
 CE0007.The orthometric height was determined by differential leveling
 CE0007.and adjusted by the National Geodetic Survey in June 1991..
 CE0007
 CE0007.The geoid height was determined by GEOID03.
 CE0007
 CE0007.The dynamic height is computed by dividing the NAVD 88
 CE0007.geopotential number by the normal gravity value computed on the
 CE0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0007.degrees latitude (g = 980.6199 gals.).
 CE0007
 CE0007.The modeled gravity was interpolated from observed gravity values.
 CE0007
 CE0007;                    North         East    Units  Estimated Accuracy
 CE0007;SPC TX C     - 3,218,450.      146,550.      MT  (+/- 180 meters Scaled)
 CE0007
 CE0007                          SUPERSEDED SURVEY CONTROL
 CE0007
 CE0007  NGVD 29 (??/??/92) 1101.40   (m)         3613.5    (f) COMPUTED    1 2
 CE0007
 CE0007.Superseded values are not recommended for survey control.
 CE0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0007.See file dsdata.txt to determine how the superseded data were derived.
 CE0007
 CE0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ896863(NAD 83)
 CE0007_MARKER: DD = SURVEY DISK
 CE0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0007+STABILITY: SURFACE MOTION
 CE0007
 CE0007  HISTORY     - Date     Condition        Report By
 CE0007  HISTORY     - UNK      MONUMENTED       IBC
 CE0007  HISTORY     - 1956     GOOD             NGS
 CE0007  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0007  HISTORY     - 19920507 MARK NOT FOUND   USGS
 CE0007
 CE0007                          STATION DESCRIPTION
 CE0007
 CE0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0007'0.15 MI NW FROM FABENS.
 CE0007'1 BLOCK SOUTHWEST ALONG FIRST STREET FROM THE TEXAS AND NEW ORLEANS
 CE0007'RAILROAD STATION AT FABENS, THENCE 0.15 MILE NORTHWEST ALONG U.S.
 CE0007'HIGHWAY 80, 176 FEET NORTHWEST OF THE NORTH CORNER OF THE CHEVROLET
 CE0007'GARAGE, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 CE0007'SOUTHEAST OF THE NORTH CORNER OF AN ADOBE APARTMENT HOUSE, IN A FLOWER
 CE0007'BED, FLUSH WITH THE GROUND, SET IN THE TOP OF A CONCRETE POST. THE
 CE0007'LETTERS R P 16 ARE CAST IN THE POST.
 CE0007
 CE0007                          STATION RECOVERY (1981)
 CE0007
 CE0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0007'MARK NOT FOUND.
 CE0007
 CE0007                          STATION RECOVERY (1992)
 CE0007
 CE0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0298 ***********************************************************************
 AE0298  DESIGNATION -  RP 16
 AE0298  PID         -  AE0298
 AE0298  STATE/COUNTY-  TX/HIDALGO
 AE0298  USGS QUAD   -  LA JOYA (1982)
 AE0298
 AE0298                         *CURRENT SURVEY CONTROL
 AE0298  ___________________________________________________________________
 AE0298* NAD 83(1986)-  26 11 54.     (N)    098 24 39.     (W)     SCALED    
 AE0298* NAVD 88     -        37.110  (meters)     121.75   (feet)  POSTED    
 AE0298  ___________________________________________________________________
 AE0298  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0298  DYNAMIC HT  -          37.050 (meters)     121.55  (feet)  COMP
 AE0298  MODELED GRAV-     978,990.0   (mgal)                       NAVD 88
 AE0298
 AE0298  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0298
 AE0298.The horizontal coordinates were scaled from a topographic map and have
 AE0298.an estimated accuracy of +/- 6 seconds.
 AE0298
 AE0298.The orthometric height was determined by differential leveling
 AE0298.and adjusted by the National Geodetic Survey in 1992..
 AE0298.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0298.rate of 0.0 thru 1.0 mm/km.
 AE0298
 AE0298.The geoid height was determined by GEOID03.
 AE0298
 AE0298.The dynamic height is computed by dividing the NAVD 88
 AE0298.geopotential number by the normal gravity value computed on the
 AE0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0298.degrees latitude (g = 980.6199 gals.).
 AE0298
 AE0298.The modeled gravity was interpolated from observed gravity values.
 AE0298
 AE0298;                    North         East    Units  Estimated Accuracy
 AE0298;SPC TX S     - 5,058,910.      308,910.      MT  (+/- 180 meters Scaled)
 AE0298
 AE0298                          SUPERSEDED SURVEY CONTROL
 AE0298
 AE0298  NGVD 29 (??/??/92)   37.217  (m)          122.10   (f) ADJ UNCH    2 0
 AE0298
 AE0298.Superseded values are not recommended for survey control.
 AE0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0298.See file dsdata.txt to determine how the superseded data were derived.
 AE0298
 AE0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP588977(NAD 83)
 AE0298_MARKER: Z = SEE DESCRIPTION
 AE0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0298+STABILITY: SURFACE MOTION
 AE0298
 AE0298  HISTORY     - Date     Condition        Report By
 AE0298  HISTORY     - UNK      MONUMENTED       IBC
 AE0298  HISTORY     - 1942     GOOD             NGS
 AE0298
 AE0298                          STATION DESCRIPTION
 AE0298
 AE0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0298'OJO DE AGUA (ABRAM).
 AE0298'AT OJO DE AGUA (ABRAM), HIDALGO COUNTY, ON OLD MILITARY ROAD, 0.05
 AE0298'MILE SOUTHEAST OF THE CATHOLIC CHURCH, 75 YARDS NORTHWEST OF THE
 AE0298'GENERAL STORE, 60 FEET EAST OF THE EAST CORNER OF A SMALL MEXICAN
 AE0298'HOUSE, IN THE EAST CORNER OF THE YARD, 48 FEET SOUTHWEST OF THE
 AE0298'CENTERLINE OF MILITARY ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AE0298'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  AN INTERNATIONAL
 AE0298'BOUNDARY COMMISSION SQUARE IRON PLATE, SET IN THE TOP OF A CONCRETE
 AE0298'POST.  NOTE-- (RP 16 IS CAST IN THE CONCRETE) PROJECTING 1 FOOT ABOVE
 AE0298'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0204 ***********************************************************************
 BB0204  DESIGNATION -  RP 17 B
 BB0204  PID         -  BB0204
 BB0204  STATE/COUNTY-  TX/PRESIDIO
 BB0204  USGS QUAD   -  ADOBES (1979)
 BB0204
 BB0204                         *CURRENT SURVEY CONTROL
 BB0204  ___________________________________________________________________
 BB0204* NAD 83(1986)-  29 47 58.     (N)    104 34 51.     (W)     SCALED    
 BB0204* NAVD 88     -       819.971  (meters)    2690.19   (feet)  POSTED    
 BB0204  ___________________________________________________________________
 BB0204  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BB0204  DYNAMIC HT  -         818.640 (meters)    2685.82  (feet)  COMP
 BB0204  MODELED GRAV-     978,996.0   (mgal)                       NAVD 88
 BB0204
 BB0204  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0204
 BB0204.The horizontal coordinates were scaled from a topographic map and have
 BB0204.an estimated accuracy of +/- 6 seconds.
 BB0204
 BB0204.The orthometric height was determined by differential leveling
 BB0204.and adjusted by the National Geodetic Survey in 1992..
 BB0204.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0204.rate of 1.1 thru 2.0 mm/km.
 BB0204
 BB0204.The geoid height was determined by GEOID03.
 BB0204
 BB0204.The dynamic height is computed by dividing the NAVD 88
 BB0204.geopotential number by the normal gravity value computed on the
 BB0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0204.degrees latitude (g = 980.6199 gals.).
 BB0204
 BB0204.The modeled gravity was interpolated from observed gravity values.
 BB0204
 BB0204;                    North         East    Units  Estimated Accuracy
 BB0204;SPC TXSC     - 4,230,770.       60,710.      MT  (+/- 180 meters Scaled)
 BB0204
 BB0204                          SUPERSEDED SURVEY CONTROL
 BB0204
 BB0204  NGVD 29 (??/??/92)  819.527  (m)         2688.73   (f) ADJ UNCH    2 0
 BB0204
 BB0204.Superseded values are not recommended for survey control.
 BB0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0204.See file dsdata.txt to determine how the superseded data were derived.
 BB0204
 BB0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN405966(NAD 83)
 BB0204_MARKER: DD = SURVEY DISK
 BB0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0204+STABILITY: SURFACE MOTION
 BB0204
 BB0204  HISTORY     - Date     Condition        Report By
 BB0204  HISTORY     - UNK      MONUMENTED       IBC
 BB0204  HISTORY     - 1943     GOOD             NGS
 BB0204  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0204
 BB0204                          STATION DESCRIPTION
 BB0204
 BB0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BB0204'15.25 MI SE FROM RUIDOSA.
 BB0204'THIS MARK IS 15.25 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0204'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 144.0 FEET NORTHWEST OF AN
 BB0204'ARROYO, 91.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.35 MILE
 BB0204'SOUTHEAST OF CHINATI RANCH, PROJECTING 24-INCHES ABOVE THE GROUND, 2.0
 BB0204'FEET NORTHEAST OF A WHITE REFERENCE POST.
 BB0204
 BB0204                          STATION RECOVERY (1966)
 BB0204
 BB0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0206 ***********************************************************************
 BB0206  DESIGNATION -  RP 18 B
 BB0206  PID         -  BB0206
 BB0206  STATE/COUNTY-  TX/PRESIDIO
 BB0206  USGS QUAD   -  ADOBES (1979)
 BB0206
 BB0206                         *CURRENT SURVEY CONTROL
 BB0206  ___________________________________________________________________
 BB0206* NAD 83(1986)-  29 46 41.     (N)    104 34 01.     (W)     SCALED    
 BB0206* NAVD 88     -       812.266  (meters)    2664.91   (feet)  POSTED    
 BB0206  ___________________________________________________________________
 BB0206  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BB0206  DYNAMIC HT  -         810.950 (meters)    2660.59  (feet)  COMP
 BB0206  MODELED GRAV-     978,995.5   (mgal)                       NAVD 88
 BB0206
 BB0206  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0206
 BB0206.The horizontal coordinates were scaled from a topographic map and have
 BB0206.an estimated accuracy of +/- 6 seconds.
 BB0206
 BB0206.The orthometric height was determined by differential leveling
 BB0206.and adjusted by the National Geodetic Survey in 1992..
 BB0206.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0206.rate of 1.1 thru 2.0 mm/km.
 BB0206
 BB0206.The geoid height was determined by GEOID03.
 BB0206
 BB0206.The dynamic height is computed by dividing the NAVD 88
 BB0206.geopotential number by the normal gravity value computed on the
 BB0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0206.degrees latitude (g = 980.6199 gals.).
 BB0206
 BB0206.The modeled gravity was interpolated from observed gravity values.
 BB0206
 BB0206;                    North         East    Units  Estimated Accuracy
 BB0206;SPC TXSC     - 4,228,340.       61,940.      MT  (+/- 180 meters Scaled)
 BB0206
 BB0206                          SUPERSEDED SURVEY CONTROL
 BB0206
 BB0206  NGVD 29 (??/??/92)  811.825  (m)         2663.46   (f) ADJ UNCH    2 0
 BB0206
 BB0206.Superseded values are not recommended for survey control.
 BB0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0206.See file dsdata.txt to determine how the superseded data were derived.
 BB0206
 BB0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN418942(NAD 83)
 BB0206_MARKER: DD = SURVEY DISK
 BB0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0206+STABILITY: SURFACE MOTION
 BB0206
 BB0206  HISTORY     - Date     Condition        Report By
 BB0206  HISTORY     - UNK      MONUMENTED       IBC
 BB0206  HISTORY     - 1943     GOOD             NGS
 BB0206
 BB0206                          STATION DESCRIPTION
 BB0206
 BB0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BB0206'17.0 MI SE FROM RUIDOSA.
 BB0206'THIS MARK IS 17.0 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0206'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 400.0 FEET EAST OF A ADOBE,
 BB0206'59.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD RUNNING WEST TO THE
 BB0206'ADOBE HOUSE, 108.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 BB0206'PROJECTING 18-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE
 BB0206'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0207 ***********************************************************************
 BB0207  DESIGNATION -  RP 18 C
 BB0207  PID         -  BB0207
 BB0207  STATE/COUNTY-  TX/PRESIDIO
 BB0207  USGS QUAD   -  ADOBES (1979)
 BB0207
 BB0207                         *CURRENT SURVEY CONTROL
 BB0207  ___________________________________________________________________
 BB0207* NAD 83(1986)-  29 45 56.     (N)    104 33 27.     (W)     SCALED    
 BB0207* NAVD 88     -       813.234  (meters)    2668.09   (feet)  POSTED    
 BB0207  ___________________________________________________________________
 BB0207  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 BB0207  DYNAMIC HT  -         811.910 (meters)    2663.74  (feet)  COMP
 BB0207  MODELED GRAV-     978,992.7   (mgal)                       NAVD 88
 BB0207
 BB0207  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0207
 BB0207.The horizontal coordinates were scaled from a topographic map and have
 BB0207.an estimated accuracy of +/- 6 seconds.
 BB0207
 BB0207.The orthometric height was determined by differential leveling
 BB0207.and adjusted by the National Geodetic Survey in 1992..
 BB0207.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0207.rate of 1.1 thru 2.0 mm/km.
 BB0207
 BB0207.The geoid height was determined by GEOID03.
 BB0207
 BB0207.The dynamic height is computed by dividing the NAVD 88
 BB0207.geopotential number by the normal gravity value computed on the
 BB0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0207.degrees latitude (g = 980.6199 gals.).
 BB0207
 BB0207.The modeled gravity was interpolated from observed gravity values.
 BB0207
 BB0207;                    North         East    Units  Estimated Accuracy
 BB0207;SPC TXSC     - 4,226,910.       62,780.      MT  (+/- 180 meters Scaled)
 BB0207
 BB0207                          SUPERSEDED SURVEY CONTROL
 BB0207
 BB0207  NGVD 29 (??/??/92)  812.793  (m)         2666.64   (f) ADJ UNCH    2 0
 BB0207
 BB0207.Superseded values are not recommended for survey control.
 BB0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0207.See file dsdata.txt to determine how the superseded data were derived.
 BB0207
 BB0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN427928(NAD 83)
 BB0207_MARKER: DD = SURVEY DISK
 BB0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0207+STABILITY: SURFACE MOTION
 BB0207
 BB0207  HISTORY     - Date     Condition        Report By
 BB0207  HISTORY     - UNK      MONUMENTED       IBC
 BB0207  HISTORY     - 1943     GOOD             NGS
 BB0207
 BB0207                          STATION DESCRIPTION
 BB0207
 BB0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BB0207'18.0 MI SE FROM RUIDOSA.
 BB0207'THIS MARK IS 18.0 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0207'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, SET IN A HIGH SPOT IN A VERY
 BB0207'LARGE ARROYO, SET BETWEEN, AND ACROSS THE ROAD FROM TWO ADOBES, 159.0
 BB0207'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, PROJECTING 10-INCHES
 BB0207'ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0208 ***********************************************************************
 BB0208  DESIGNATION -  RP 19
 BB0208  PID         -  BB0208
 BB0208  STATE/COUNTY-  TX/PRESIDIO
 BB0208  USGS QUAD   -  ADOBES (1979)
 BB0208
 BB0208                         *CURRENT SURVEY CONTROL
 BB0208  ___________________________________________________________________
 BB0208* NAD 83(1986)-  29 45 10.     (N)    104 33 08.     (W)     SCALED    
 BB0208* NAVD 88     -       808.702  (meters)    2653.22   (feet)  POSTED    
 BB0208  ___________________________________________________________________
 BB0208  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 BB0208  DYNAMIC HT  -         807.390 (meters)    2648.91  (feet)  COMP
 BB0208  MODELED GRAV-     978,991.6   (mgal)                       NAVD 88
 BB0208
 BB0208  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0208
 BB0208.The horizontal coordinates were scaled from a topographic map and have
 BB0208.an estimated accuracy of +/- 6 seconds.
 BB0208
 BB0208.The orthometric height was determined by differential leveling
 BB0208.and adjusted by the National Geodetic Survey in 1992..
 BB0208.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0208.rate of 1.1 thru 2.0 mm/km.
 BB0208
 BB0208.The geoid height was determined by GEOID03.
 BB0208
 BB0208.The dynamic height is computed by dividing the NAVD 88
 BB0208.geopotential number by the normal gravity value computed on the
 BB0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0208.degrees latitude (g = 980.6199 gals.).
 BB0208
 BB0208.The modeled gravity was interpolated from observed gravity values.
 BB0208
 BB0208;                    North         East    Units  Estimated Accuracy
 BB0208;SPC TXSC     - 4,225,470.       63,230.      MT  (+/- 180 meters Scaled)
 BB0208
 BB0208                          SUPERSEDED SURVEY CONTROL
 BB0208
 BB0208  NGVD 29 (??/??/92)  808.260  (m)         2651.77   (f) ADJ UNCH    2 0
 BB0208
 BB0208.Superseded values are not recommended for survey control.
 BB0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0208.See file dsdata.txt to determine how the superseded data were derived.
 BB0208
 BB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN432914(NAD 83)
 BB0208_MARKER: DD = SURVEY DISK
 BB0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0208_STAMPING: R P 19 B
 BB0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0208+STABILITY: SURFACE MOTION
 BB0208
 BB0208  HISTORY     - Date     Condition        Report By
 BB0208  HISTORY     - UNK      MONUMENTED       IBC
 BB0208  HISTORY     - 1958     GOOD             NGS
 BB0208
 BB0208                          STATION DESCRIPTION
 BB0208
 BB0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0208'19.1 MI SE FROM RUIDOSA.
 BB0208'THIS MARK IS 19.1 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0208'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 35.0 FEET SOUTH OF A DIM ROAD
 BB0208'RUNNING WEST TO THREE ADOBES, 300.0 FEET NORTHEAST OF THREE PROMINENT
 BB0208'TREES, 125.0 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD AND IS
 BB0208'2.2 FEET HIGHER IN ELEVATION, 2.0 FEET EAST OF A WHITE REFERENCE POST,
 BB0208'THE MARK PROJECTS 1.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0288 ***********************************************************************
 AE0288  DESIGNATION -  RP 19
 AE0288  PID         -  AE0288
 AE0288  STATE/COUNTY-  TX/HIDALGO
 AE0288  USGS QUAD   -  MISSION (1983)
 AE0288
 AE0288                         *CURRENT SURVEY CONTROL
 AE0288  ___________________________________________________________________
 AE0288* NAD 83(1986)-  26 08 08.     (N)    098 18 13.     (W)     SCALED    
 AE0288* NAVD 88     -        33.060  (meters)     108.46   (feet)  POSTED    
 AE0288  ___________________________________________________________________
 AE0288  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AE0288  DYNAMIC HT  -          33.000 (meters)     108.27  (feet)  COMP
 AE0288  MODELED GRAV-     978,979.6   (mgal)                       NAVD 88
 AE0288
 AE0288  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0288
 AE0288.The horizontal coordinates were scaled from a topographic map and have
 AE0288.an estimated accuracy of +/- 6 seconds.
 AE0288
 AE0288.The orthometric height was determined by differential leveling
 AE0288.and adjusted by the National Geodetic Survey in 1992..
 AE0288.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0288.rate of 1.1 thru 2.0 mm/km.
 AE0288
 AE0288.The geoid height was determined by GEOID03.
 AE0288
 AE0288.The dynamic height is computed by dividing the NAVD 88
 AE0288.geopotential number by the normal gravity value computed on the
 AE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0288.degrees latitude (g = 980.6199 gals.).
 AE0288
 AE0288.The modeled gravity was interpolated from observed gravity values.
 AE0288
 AE0288;                    North         East    Units  Estimated Accuracy
 AE0288;SPC TX S     - 5,051,970.      319,640.      MT  (+/- 180 meters Scaled)
 AE0288
 AE0288                          SUPERSEDED SURVEY CONTROL
 AE0288
 AE0288  NGVD 29 (??/??/92)   33.159  (m)          108.79   (f) ADJ UNCH    2 0
 AE0288
 AE0288.Superseded values are not recommended for survey control.
 AE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0288.See file dsdata.txt to determine how the superseded data were derived.
 AE0288
 AE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP696908(NAD 83)
 AE0288_MARKER: Z = SEE DESCRIPTION
 AE0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0288+STABILITY: SURFACE MOTION
 AE0288
 AE0288  HISTORY     - Date     Condition        Report By
 AE0288  HISTORY     - UNK      MONUMENTED       IBC
 AE0288  HISTORY     - 1942     GOOD             NGS
 AE0288
 AE0288                          STATION DESCRIPTION
 AE0288
 AE0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0288'IN GRANJENO.
 AE0288'AT GRANJENO, HIDALGO COUNTY, 0.1 MILE EAST AND ONE BLOCK NORTH OF THE
 AE0288'PUBLIC SCHOOL, 177 FEET SOUTHEAST ACROSS THE ROAD FROM POWER LINE POLE
 AE0288'821, 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A
 AE0288'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. AN
 AE0288'INTERNATIONAL BOUNDARY COMMISSION SQUARE IRON PLATE, SET IN THE TOP OF
 AE0288'A CONCRETE POST.  NOTE-- (RP 19 IS CAST IN THE CONCRETE) PROJECTING
 AE0288'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0214 ***********************************************************************
 BB0214  DESIGNATION -  RP 20 A
 BB0214  PID         -  BB0214
 BB0214  STATE/COUNTY-  TX/PRESIDIO
 BB0214  USGS QUAD   -  INDIO (1979)
 BB0214
 BB0214                         *CURRENT SURVEY CONTROL
 BB0214  ___________________________________________________________________
 BB0214* NAD 83(1986)-  29 43 01.     (N)    104 31 47.     (W)     SCALED    
 BB0214* NAVD 88     -       812.265  (meters)    2664.91   (feet)  POSTED    
 BB0214  ___________________________________________________________________
 BB0214  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 BB0214  DYNAMIC HT  -         810.950 (meters)    2660.59  (feet)  COMP
 BB0214  MODELED GRAV-     978,994.4   (mgal)                       NAVD 88
 BB0214
 BB0214  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0214
 BB0214.The horizontal coordinates were scaled from a topographic map and have
 BB0214.an estimated accuracy of +/- 6 seconds.
 BB0214
 BB0214.The orthometric height was determined by differential leveling
 BB0214.and adjusted by the National Geodetic Survey in 1992..
 BB0214.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0214.rate of 1.1 thru 2.0 mm/km.
 BB0214
 BB0214.The geoid height was determined by GEOID03.
 BB0214
 BB0214.The dynamic height is computed by dividing the NAVD 88
 BB0214.geopotential number by the normal gravity value computed on the
 BB0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0214.degrees latitude (g = 980.6199 gals.).
 BB0214
 BB0214.The modeled gravity was interpolated from observed gravity values.
 BB0214
 BB0214;                    North         East    Units  Estimated Accuracy
 BB0214;SPC TXSC     - 4,221,400.       65,210.      MT  (+/- 180 meters Scaled)
 BB0214
 BB0214                          SUPERSEDED SURVEY CONTROL
 BB0214
 BB0214  NGVD 29 (??/??/92)  811.830  (m)         2663.48   (f) ADJ UNCH    2 0
 BB0214
 BB0214.Superseded values are not recommended for survey control.
 BB0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0214.See file dsdata.txt to determine how the superseded data were derived.
 BB0214
 BB0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN454875(NAD 83)
 BB0214_MARKER: DD = SURVEY DISK
 BB0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0214+STABILITY: SURFACE MOTION
 BB0214
 BB0214  HISTORY     - Date     Condition        Report By
 BB0214  HISTORY     - UNK      MONUMENTED       IBC
 BB0214  HISTORY     - 1943     GOOD             NGS
 BB0214
 BB0214                          STATION DESCRIPTION
 BB0214
 BB0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BB0214'16.0 MI NW FROM PRESIDIO.
 BB0214'THIS MARK IS 16.0 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE
 BB0214'POST OFFICE AT PRESIDIO, PRESIDIO COUNTY, 0.4 MILE SOUTHEAST OF A
 BB0214'CEMETERY, 650.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 BB0214'PROJECTING 14-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE
 BB0214'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0304 ***********************************************************************
 AE0304  DESIGNATION -  RP 205
 AE0304  PID         -  AE0304
 AE0304  STATE/COUNTY-  TX/HIDALGO
 AE0304  USGS QUAD   -  MISSION (1983)
 AE0304
 AE0304                         *CURRENT SURVEY CONTROL
 AE0304  ___________________________________________________________________
 AE0304* NAD 83(1986)-  26 11 38.     (N)    098 19 45.     (W)     SCALED    
 AE0304* NAVD 88     -        31.859  (meters)     104.52   (feet)  POSTED    
 AE0304  ___________________________________________________________________
 AE0304  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AE0304  DYNAMIC HT  -          31.810 (meters)     104.36  (feet)  COMP
 AE0304  MODELED GRAV-     978,989.6   (mgal)                       NAVD 88
 AE0304
 AE0304  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0304
 AE0304.The horizontal coordinates were scaled from a topographic map and have
 AE0304.an estimated accuracy of +/- 6 seconds.
 AE0304
 AE0304.The orthometric height was determined by differential leveling
 AE0304.and adjusted by the National Geodetic Survey in 1992..
 AE0304.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0304.rate of 1.1 thru 2.0 mm/km.
 AE0304
 AE0304.The geoid height was determined by GEOID03.
 AE0304
 AE0304.The dynamic height is computed by dividing the NAVD 88
 AE0304.geopotential number by the normal gravity value computed on the
 AE0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0304.degrees latitude (g = 980.6199 gals.).
 AE0304
 AE0304.The modeled gravity was interpolated from observed gravity values.
 AE0304
 AE0304;                    North         East    Units  Estimated Accuracy
 AE0304;SPC TX S     - 5,058,430.      317,080.      MT  (+/- 180 meters Scaled)
 AE0304
 AE0304                          SUPERSEDED SURVEY CONTROL
 AE0304
 AE0304  NGVD 29 (??/??/92)   31.948  (m)          104.82   (f) ADJ UNCH    2 0
 AE0304
 AE0304.Superseded values are not recommended for survey control.
 AE0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0304.See file dsdata.txt to determine how the superseded data were derived.
 AE0304
 AE0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP670973(NAD 83)
 AE0304_MARKER: DD = SURVEY DISK
 AE0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0304_STAMPING: 205 104.42
 AE0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0304+STABILITY: SURFACE MOTION
 AE0304
 AE0304  HISTORY     - Date     Condition        Report By
 AE0304  HISTORY     - UNK      MONUMENTED       IBWC
 AE0304  HISTORY     - 1942     GOOD             NGS
 AE0304  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0304  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0304
 AE0304                          STATION DESCRIPTION
 AE0304
 AE0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0304'1.4 MI S FROM MISSION.
 AE0304'1.4 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE FIRST STATE BANK
 AE0304'AND TRUST CO. BUILDING AT MISSION, HIDALGO COUNTY, 144 FEET EAST
 AE0304'ACROSS THE MISSOURI PACIFIC RAILROAD TRACK FROM THE CENTERLINE OF THE
 AE0304'PAVED ROAD, 144 FEET NORTHEAST OF RAILROAD BRIDGE NO. K 521, 33.5 FEET
 AE0304'EAST OF THE RIGHT-OF-WAY FENCE CORNER, IN THE NORTHWEST CORNER OF A
 AE0304'FIELD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AE0304'ROAD.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK, STAMPED 205
 AE0304'104.42 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 AE0304'GROUND.
 AE0304
 AE0304                          STATION RECOVERY (1981)
 AE0304
 AE0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0304'MARK NOT RECOVERED.
 AE0304
 AE0304                          STATION RECOVERY (1987)
 AE0304
 AE0304'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0305 ***********************************************************************
 AE0305  DESIGNATION -  RP 206
 AE0305  PID         -  AE0305
 AE0305  STATE/COUNTY-  TX/HIDALGO
 AE0305  USGS QUAD   -  MISSION (1983)
 AE0305
 AE0305                         *CURRENT SURVEY CONTROL
 AE0305  ___________________________________________________________________
 AE0305* NAD 83(1986)-  26 11 31.     (N)    098 19 43.     (W)     SCALED    
 AE0305* NAVD 88     -        33.102  (meters)     108.60   (feet)  POSTED    
 AE0305  ___________________________________________________________________
 AE0305  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AE0305  DYNAMIC HT  -          33.050 (meters)     108.43  (feet)  COMP
 AE0305  MODELED GRAV-     978,989.3   (mgal)                       NAVD 88
 AE0305
 AE0305  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0305
 AE0305.The horizontal coordinates were scaled from a topographic map and have
 AE0305.an estimated accuracy of +/- 6 seconds.
 AE0305
 AE0305.The orthometric height was determined by differential leveling
 AE0305.and adjusted by the National Geodetic Survey in 1992..
 AE0305.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0305.rate of 1.1 thru 2.0 mm/km.
 AE0305
 AE0305.The geoid height was determined by GEOID03.
 AE0305
 AE0305.The dynamic height is computed by dividing the NAVD 88
 AE0305.geopotential number by the normal gravity value computed on the
 AE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0305.degrees latitude (g = 980.6199 gals.).
 AE0305
 AE0305.The modeled gravity was interpolated from observed gravity values.
 AE0305
 AE0305;                    North         East    Units  Estimated Accuracy
 AE0305;SPC TX S     - 5,058,210.      317,130.      MT  (+/- 180 meters Scaled)
 AE0305
 AE0305                          SUPERSEDED SURVEY CONTROL
 AE0305
 AE0305  NGVD 29 (??/??/92)   33.192  (m)          108.90   (f) ADJ UNCH    2 0
 AE0305
 AE0305.Superseded values are not recommended for survey control.
 AE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0305.See file dsdata.txt to determine how the superseded data were derived.
 AE0305
 AE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP670971(NAD 83)
 AE0305_MARKER: DD = SURVEY DISK
 AE0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0305_STAMPING: 206 108.55
 AE0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0305+STABILITY: SURFACE MOTION
 AE0305
 AE0305  HISTORY     - Date     Condition        Report By
 AE0305  HISTORY     - UNK      MONUMENTED       IBWC
 AE0305  HISTORY     - 1942     GOOD             NGS
 AE0305  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0305  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0305
 AE0305                          STATION DESCRIPTION
 AE0305
 AE0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0305'1.5 MI S FROM MISSION.
 AE0305'1.5 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE FIRST STATE BANK
 AE0305'AND TRUST CO. BUILDING AT MISSION, HIDALGO COUNTY, AT THE INTERSECTION
 AE0305'OF A DIRT ROAD, 97 FEET EAST ACROSS THE MISSOURI PACIFIC RAILROAD
 AE0305'TRACK FROM THE CENTERLINE OF THE PAVED ROAD, 8.3 FEET NORTH OF THE
 AE0305'CENTERLINE OF THE DIRT ROAD, IN A FARMYARD, 3.8 FEET WEST OF THE WEST
 AE0305'WALL OF A DAIRY BARN, 1.6 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND
 AE0305'ABOUT 2 FEET LOWER THAN THE ROAD.  AN INTERNATIONAL BOUNDARY
 AE0305'COMMISSION STANDARD DISK, STAMPED 206 108.55 AND SET IN THE TOP OF A
 AE0305'CONCRETE POST PROJECTING 1.2 FEET ABOVE GROUND.
 AE0305
 AE0305                          STATION RECOVERY (1981)
 AE0305
 AE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0305'MARK NOT RECOVERED.
 AE0305
 AE0305                          STATION RECOVERY (1987)
 AE0305
 AE0305'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0272 ***********************************************************************
 AE0272  DESIGNATION -  RP 21
 AE0272  PID         -  AE0272
 AE0272  STATE/COUNTY-  TX/HIDALGO
 AE0272  USGS QUAD   -  HIDALGO (1983)
 AE0272
 AE0272                         *CURRENT SURVEY CONTROL
 AE0272  ___________________________________________________________________
 AE0272* NAD 83(1993)-  26 06 00.78644(N)    098 15 44.40127(W)     ADJUSTED  
 AE0272* NAVD 88     -        32.082  (meters)     105.26   (feet)  ADJUSTED  
 AE0272  ___________________________________________________________________
 AE0272  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AE0272  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE0272  DYNAMIC HT  -          32.028 (meters)     105.08  (feet)  COMP
 AE0272  MODELED GRAV-     978,974.1   (mgal)                       NAVD 88
 AE0272
 AE0272  HORZ ORDER  -  SECOND
 AE0272  VERT ORDER  -  FIRST     CLASS II
 AE0272
 AE0272.The horizontal coordinates were established by classical geodetic methods
 AE0272.and adjusted by the National Geodetic Survey in February 1996..
 AE0272
 AE0272.The orthometric height was determined by differential leveling
 AE0272.and adjusted by the National Geodetic Survey in June 1991..
 AE0272
 AE0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0272
 AE0272.The geoid height was determined by GEOID03.
 AE0272
 AE0272.The dynamic height is computed by dividing the NAVD 88
 AE0272.geopotential number by the normal gravity value computed on the
 AE0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0272.degrees latitude (g = 980.6199 gals.).
 AE0272
 AE0272.The modeled gravity was interpolated from observed gravity values.
 AE0272
 AE0272;                    North         East     Units Scale Factor Converg.
 AE0272;SPC TX S     - 5,048,058.066   323,774.782   MT  1.00001740   +0 06 28.4
 AE0272;SPC TX S     -16,561,837.17  1,062,251.10   sFT  1.00001740   +0 06 28.4
 AE0272;UTM  14      - 2,886,991.384   573,762.430   MT  0.99966718   +0 19 28.4
 AE0272
 AE0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0272!SPC TX S     -   0.99999870  x   1.00001740  =   1.00001610
 AE0272!UTM  14      -   0.99999870  x   0.99966718  =   0.99966588
 AE0272
 AE0272                          SUPERSEDED SURVEY CONTROL
 AE0272
 AE0272  NAD 83(1986)-  26 06 00.79217(N)    098 15 44.36607(W) AD(       ) 2
 AE0272  NAD 27      -  26 05 59.51106(N)    098 15 43.31649(W) AD(       ) 2
 AE0272  NGVD 29 (07/19/86)   32.20   (m)          105.6    (f) LEVELING    3  
 AE0272
 AE0272.Superseded values are not recommended for survey control.
 AE0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0272.See file dsdata.txt to determine how the superseded data were derived.
 AE0272
 AE0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7376286991(NAD 83)
 AE0272_MARKER: Z = SEE DESCRIPTION
 AE0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0272_STAMPING: RP 21
 AE0272_MARK LOGO: IBWC  
 AE0272_PROJECTION: FLUSH
 AE0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0272+STABILITY: SURFACE MOTION
 AE0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE0272+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 AE0272
 AE0272  HISTORY     - Date     Condition        Report By
 AE0272  HISTORY     - 1974     MONUMENTED       IBWC
 AE0272  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0272  HISTORY     - 1981     GOOD             NGS
 AE0272  HISTORY     - 20050412 GOOD             IBWC
 AE0272  HISTORY     - 20050414 MARK NOT FOUND   IBWC
 AE0272
 AE0272                          STATION DESCRIPTION
 AE0272
 AE0272'DESCRIBED BY INT BDRY WTR COMM 1974
 AE0272'THE STATION IS LOCATED IN THE CITY OF HIDALGO, ON CITY PROPERTY,
 AE0272'AT THE HIDALGO FIRE AND POLICE DEPARTMENT, 311 THIRD STREET.
 AE0272'
 AE0272'RP 21 (IBWC) IS AN INTERNATIONAL BOUNDARY AND WATER COMMISSION
 AE0272'MARK.  IT IS A 4-INCH SQUARE IRON PLATE EMBOSSED WITH A CROSS IN THE
 AE0272'CENTER AND THE LETTERS IBC C DE L, SET IN THE TOP OF A 10-INCH
 AE0272'SQUARE CONCRETE POST WITH A MOLDED INSCRIPTION, R P 21, THAT
 AE0272'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2.2 FEET SOUTHEAST
 AE0272'OF A TREE, 3.0 FEET SOUTH OF A CYCLONE FENCE AND 5.6 FEET EAST OF THE
 AE0272'EAST EDGE OF A DRIVEWAY.  IT IS LOCATED IN THE FRONT YARD OF
 AE0272'122 ESPERANZA STREET.
 AE0272
 AE0272                          STATION RECOVERY (1962)
 AE0272
 AE0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0272'IN HIDALGO.
 AE0272'AT HIDALGO, HIDALGO COUNTY, 0.6 MILE SOUTH ALONG A DIRT ROAD FROM THE
 AE0272'POST OFFICE, AT THE OLD ABANDONED COURTHOUSE, 40 YARDS NORTH OF THE
 AE0272'NORTH FACE OF THE OLD BUILDING, 102 FEET WEST OF THE CENTERLINE OF THE
 AE0272'DIRT ROAD LEADING NORTH TO THE POST OFFICE, 36 FEET SOUTH OF THE
 AE0272'CENTERLINE OF AN EAST-AND-WEST DIRT ROAD, 15 FEET NORTHEAST OF THE
 AE0272'NORTH ENTRANCE TO A ONE-STORY FRAMEHOUSE, AND ABOUT 1 FOOT HIGHER THAN
 AE0272'THE EAST-AND-WEST ROAD, SET IN THE TOP OF A CONCRETE POST. NOTE-- RP
 AE0272'21 IS CAST IN THE TOP OF THE POST).
 AE0272
 AE0272                          STATION RECOVERY (1981)
 AE0272
 AE0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0272'IN HIDALGO, AT THE INTERSECTION OF FIRST STREET AND ESPERANZA AVENUE,
 AE0272'IN THE YARD OF A BRICK HOUSE, 10.9 METERS (36.0 FT) SOUTH OF THE
 AE0272'CENTER OF ESPERANZA AVENUE, 29.3 METERS (96.0 FT) WEST OF THE CENTER
 AE0272'OF FIRST STREET, 1.5 METERS (5.0 FT) SOUTHWEST OF A GAS METER,
 AE0272'0.91 METERS (3.0 FT) SOUTH OF THE NORTH END OF A CHAIN LINK FENCE, AND
 AE0272'4.9 METERS (16.0 FT) EAST OF THE CENTER OF A CONCRETE DRIVE TO THE
 AE0272'GARAGE.
 AE0272
 AE0272                          STATION RECOVERY (2005)
 AE0272
 AE0272'RECOVERY NOTE BY INT BDRY WTR COMM 2005 (RGF)
 AE0272'RECOVERED IN GOOD CONDITION.
 AE0272
 AE0272                          STATION RECOVERY (2005)
 AE0272
 AE0272'RECOVERY NOTE BY INT BDRY WTR COMM 2005 (RGF)
 AE0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0216 ***********************************************************************
 BB0216  DESIGNATION -  RP 21 A
 BB0216  PID         -  BB0216
 BB0216  STATE/COUNTY-  TX/PRESIDIO
 BB0216  USGS QUAD   -  INDIO (1979)
 BB0216
 BB0216                         *CURRENT SURVEY CONTROL
 BB0216  ___________________________________________________________________
 BB0216* NAD 83(1986)-  29 41 35.     (N)    104 31 16.     (W)     SCALED    
 BB0216* NAVD 88     -       802.366  (meters)    2632.43   (feet)  POSTED    
 BB0216  ___________________________________________________________________
 BB0216  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 BB0216  DYNAMIC HT  -         801.070 (meters)    2628.18  (feet)  COMP
 BB0216  MODELED GRAV-     978,997.6   (mgal)                       NAVD 88
 BB0216
 BB0216  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0216
 BB0216.The horizontal coordinates were scaled from a topographic map and have
 BB0216.an estimated accuracy of +/- 6 seconds.
 BB0216
 BB0216.The orthometric height was determined by differential leveling
 BB0216.and adjusted by the National Geodetic Survey in 1992..
 BB0216.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0216.rate of 1.1 thru 2.0 mm/km.
 BB0216
 BB0216.The geoid height was determined by GEOID03.
 BB0216
 BB0216.The dynamic height is computed by dividing the NAVD 88
 BB0216.geopotential number by the normal gravity value computed on the
 BB0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0216.degrees latitude (g = 980.6199 gals.).
 BB0216
 BB0216.The modeled gravity was interpolated from observed gravity values.
 BB0216
 BB0216;                    North         East    Units  Estimated Accuracy
 BB0216;SPC TXSC     - 4,218,720.       65,920.      MT  (+/- 180 meters Scaled)
 BB0216
 BB0216                          SUPERSEDED SURVEY CONTROL
 BB0216
 BB0216  NGVD 29 (??/??/92)  801.938  (m)         2631.02   (f) ADJ UNCH    2 0
 BB0216
 BB0216.Superseded values are not recommended for survey control.
 BB0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0216.See file dsdata.txt to determine how the superseded data were derived.
 BB0216
 BB0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN463848(NAD 83)
 BB0216_MARKER: DD = SURVEY DISK
 BB0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0216_STAMPING: RP 21 A
 BB0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0216+STABILITY: SURFACE MOTION
 BB0216
 BB0216  HISTORY     - Date     Condition        Report By
 BB0216  HISTORY     - UNK      MONUMENTED       IBC
 BB0216  HISTORY     - 1958     GOOD             NGS
 BB0216
 BB0216                          STATION DESCRIPTION
 BB0216
 BB0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0216'14.0 MI NW FROM PRESIDIO.
 BB0216'THIS MARK IS 14.0 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE
 BB0216'POST OFFICE AT PRESIDIO, PRESIDIO COUNTY, 0.2 MILE SOUTHEAST OF TWO
 BB0216'ADOBE HOUSES, 430 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF AN
 BB0216'ADOBE HOUSE AND IS 6.0 FEET LOWER IN ELEVATION, 225 FEET
 BB0216'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND IS 0.7 FEET HIGHER
 BB0216'IN ELEVATION, 2.0 FEET EAST OF A WHITE REFERENCE POST, AND THE MARK
 BB0216'PROJECTS 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0276 ***********************************************************************
 AE0276  DESIGNATION -  RP 219
 AE0276  PID         -  AE0276
 AE0276  STATE/COUNTY-  TX/HIDALGO
 AE0276  USGS QUAD   -  MISSION (1983)
 AE0276
 AE0276                         *CURRENT SURVEY CONTROL
 AE0276  ___________________________________________________________________
 AE0276* NAD 83(1993)-  26 08 48.22926(N)    098 15 16.19105(W)     ADJUSTED  
 AE0276* NAVD 88     -        30.737  (meters)     100.84   (feet)  POSTED    
 AE0276  ___________________________________________________________________
 AE0276  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AE0276  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AE0276  DYNAMIC HT  -          30.690 (meters)     100.69  (feet)  COMP
 AE0276  MODELED GRAV-     978,983.1   (mgal)                       NAVD 88
 AE0276
 AE0276  HORZ ORDER  -  SECOND
 AE0276  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0276
 AE0276.The horizontal coordinates were established by classical geodetic methods
 AE0276.and adjusted by the National Geodetic Survey in February 1996..
 AE0276
 AE0276.The orthometric height was determined by differential leveling
 AE0276.and adjusted by the National Geodetic Survey in 1992..
 AE0276.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0276.rate of 1.1 thru 2.0 mm/km.
 AE0276
 AE0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0276
 AE0276.The geoid height was determined by GEOID03.
 AE0276
 AE0276.The dynamic height is computed by dividing the NAVD 88
 AE0276.geopotential number by the normal gravity value computed on the
 AE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0276.degrees latitude (g = 980.6199 gals.).
 AE0276
 AE0276.The modeled gravity was interpolated from observed gravity values.
 AE0276
 AE0276;                    North         East     Units Scale Factor Converg.
 AE0276;SPC TX S     - 5,053,212.662   324,548.642   MT  1.00000508   +0 06 41.3
 AE0276;SPC TX S     -16,578,748.54  1,064,790.00   sFT  1.00000508   +0 06 41.3
 AE0276;UTM  14      - 2,892,147.101   574,516.516   MT  0.99966856   +0 19 42.7
 AE0276
 AE0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0276!SPC TX S     -   0.99999892  x   1.00000508  =   1.00000400
 AE0276!UTM  14      -   0.99999892  x   0.99966856  =   0.99966748
 AE0276
 AE0276|---------------------------------------------------------------------|
 AE0276| PID    Reference Object                     Distance      Geod. Az  |
 AE0276|                                                           dddmmss.s |
 AE0276| AE1524 CARMONA SUR MON 18 1972              95.804 METERS 12116     |
 AE0276| AE1527 CARMONA SUR MON 19 1972             APPROX. 0.6 KM 3215117.1 |
 AE0276|---------------------------------------------------------------------|
 AE0276
 AE0276                          SUPERSEDED SURVEY CONTROL
 AE0276
 AE0276  NAD 83(1986)-  26 08 48.23494(N)    098 15 16.15568(W) AD(       ) 2
 AE0276  NAD 27      -  26 08 46.96023(N)    098 15 15.10607(W) AD(       ) 2
 AE0276  NGVD 29 (??/??/92)   30.843  (m)          101.19   (f) ADJ UNCH    2 0
 AE0276
 AE0276.Superseded values are not recommended for survey control.
 AE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0276.See file dsdata.txt to determine how the superseded data were derived.
 AE0276
 AE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7451792147(NAD 83)
 AE0276_MARKER: DD = SURVEY DISK
 AE0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0276_STAMPING: 219 100.94
 AE0276_MARK LOGO: IBWC  
 AE0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0276+STABILITY: SURFACE MOTION
 AE0276
 AE0276  HISTORY     - Date     Condition        Report By
 AE0276  HISTORY     - 1974     MONUMENTED       IBWC
 AE0276  HISTORY     - 1942     GOOD             NGS
 AE0276  HISTORY     - 1981     GOOD             NGS
 AE0276
 AE0276                          STATION DESCRIPTION
 AE0276
 AE0276'DESCRIBED BY INT BDRY WTR COMM 1974
 AE0276'THE STATION IS ABOUT 4 MILES SOUTH AND 1 MILE WEST OF MCALLEN, 3
 AE0276'MILES NORTH OF HIDALGO, ON TOP OF A LEVEE.
 AE0276'
 AE0276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND SPUR
 AE0276'ROAD 115 IN THE SOUTH EDGE OF MCALLEN, GO SOUTH ON SPUR ROAD 115 FOR
 AE0276'2.95 MILES TO THE JUNCTION WITH FARM ROAD 1016 ON THE RIGHT.
 AE0276'CONTINUE SOUTH ON ROAD 115 FOR 0.05 MILE TO REFERENCE MARK 3 ON THE
 AE0276'LEFT.  CONTINUE SOUTH ON ROAD 115 FOR 0.2 MILE TO A LEVEE ROAD
 AE0276'CROSSING.  TURN LEFT AND GO EAST ON LEVEE ROAD FOR 0.05 MILE TO
 AE0276'THE STATION ON THE LEFT.
 AE0276'
 AE0276'(IBWC) RP 219 IS A BRONZE DISK OF THE U.S. INTERNATIONAL BOUNDRY
 AE0276'AND WATER COMMISSION, STAMPED 219 100.94, SET IN THE TOP OF A
 AE0276'12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 25 INCHES ABOVE THE
 AE0276'GROUND.  IT IS 18.0 FEET SOUTHWEST OF A CURVE IN A FIELD ROAD, 15.0
 AE0276'FEET NORTHEAST OF AN 18 INCH MESQUITE TREE AND 10.0 FEET NORTH
 AE0276'OF THE NORTH EDGE OF A DRAINAGE CANAL.
 AE0276
 AE0276                          STATION RECOVERY (1942)
 AE0276
 AE0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AE0276'2.8 MI N FROM HIDALGO.
 AE0276'2.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF U.S.
 AE0276'HIGHWAY 281 ABOUT 0.1 MILE WEST OF THE POST OFFICE AT HIDALGO, HIDALGO
 AE0276'COUNTY, AT THE SECOND LEVEE, 60 YARDS EAST OF THE CENTERLINE OF THE
 AE0276'GRAVEL ROAD, 40 YARDS NORTH OF THE CENTERLINE OF THE LEVEE, 1 FOOT
 AE0276'SOUTH OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AE0276'POST, AND ABOUT 4 FEET LOWER THAN THE ROAD.  AN INTERNATIONAL BOUNDARY
 AE0276'COMMISSION STANDARD DISK, STAMPED 219 100.94 AND SET IN THE TOP OF A
 AE0276'CONCRETE POST PROJECTING 2 FEET ABOVE GROUND.
 AE0276
 AE0276                          STATION RECOVERY (1981)
 AE0276
 AE0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0276'RECOVERED THIS DATE, LINE 126 TEXAS JULY 8, 1955, WILL PROBABLY BE
 AE0276'DESTROYED IN NEAR FUTURE DUE TO NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0277 ***********************************************************************
 AE0277  DESIGNATION -  RP 220
 AE0277  PID         -  AE0277
 AE0277  STATE/COUNTY-  TX/HIDALGO
 AE0277  USGS QUAD   -  MISSION (1983)
 AE0277
 AE0277                         *CURRENT SURVEY CONTROL
 AE0277  ___________________________________________________________________
 AE0277* NAD 83(1986)-  26 08 45.     (N)    098 15 07.     (W)     SCALED    
 AE0277* NAVD 88     -        30.035  (meters)      98.54   (feet)  POSTED    
 AE0277  ___________________________________________________________________
 AE0277  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AE0277  DYNAMIC HT  -          29.990 (meters)      98.39  (feet)  COMP
 AE0277  MODELED GRAV-     978,983.1   (mgal)                       NAVD 88
 AE0277
 AE0277  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AE0277
 AE0277.The horizontal coordinates were scaled from a topographic map and have
 AE0277.an estimated accuracy of +/- 6 seconds.
 AE0277
 AE0277.The orthometric height was determined by differential leveling
 AE0277.and adjusted by the National Geodetic Survey in 1992..
 AE0277.No vertical observational check was made to the station.
 AE0277.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AE0277.was located on a no-check spur therefore a value was not computed.
 AE0277
 AE0277.The geoid height was determined by GEOID03.
 AE0277
 AE0277.The dynamic height is computed by dividing the NAVD 88
 AE0277.geopotential number by the normal gravity value computed on the
 AE0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0277.degrees latitude (g = 980.6199 gals.).
 AE0277
 AE0277.The modeled gravity was interpolated from observed gravity values.
 AE0277
 AE0277;                    North         East    Units  Estimated Accuracy
 AE0277;SPC TX S     - 5,053,110.      324,800.      MT  (+/- 180 meters Scaled)
 AE0277
 AE0277                          SUPERSEDED SURVEY CONTROL
 AE0277
 AE0277  NGVD 29 (??/??/92)   30.142  (m)           98.89   (f) ADJ UNCH    2 0
 AE0277
 AE0277.Superseded values are not recommended for survey control.
 AE0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0277.See file dsdata.txt to determine how the superseded data were derived.
 AE0277
 AE0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP747920(NAD 83)
 AE0277_MARKER: DD = SURVEY DISK
 AE0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0277_STAMPING: 220 98.61
 AE0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0277+STABILITY: SURFACE MOTION
 AE0277
 AE0277  HISTORY     - Date     Condition        Report By
 AE0277  HISTORY     - UNK      MONUMENTED       IBWC
 AE0277  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0277  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0277
 AE0277                          STATION DESCRIPTION
 AE0277
 AE0277'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0277'2.8 MI N FROM HIDALGO.
 AE0277'2.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF U.S.
 AE0277'HIGHWAY 281 ABOUT 0.1 MILE WEST OF THE POST OFFICE AT HIDALGO, HIDALGO
 AE0277'COUNTY, AT THE SECOND LEVEE, 235 YARDS EAST OF THE CENTERLINE OF THE
 AE0277'GRAVEL ROAD, 40 YARDS NORTH OF THE CENTERLINE OF THE LEVEE, 1 FOOT
 AE0277'SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN THE ROAD,
 AE0277'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 AE0277
 AE0277                          STATION RECOVERY (1981)
 AE0277
 AE0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0277'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0315 ***********************************************************************
 AE0315  DESIGNATION -  RP 225
 AE0315  PID         -  AE0315
 AE0315  STATE/COUNTY-  TX/HIDALGO
 AE0315  USGS QUAD   -  PHARR (1983)
 AE0315
 AE0315                         *CURRENT SURVEY CONTROL
 AE0315  ___________________________________________________________________
 AE0315* NAD 83(1986)-  26 08 20.     (N)    098 11 37.     (W)     SCALED    
 AE0315* NAVD 88     -        28.845  (meters)      94.64   (feet)  POSTED    
 AE0315  ___________________________________________________________________
 AE0315  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AE0315  DYNAMIC HT  -          28.800 (meters)      94.49  (feet)  COMP
 AE0315  MODELED GRAV-     978,987.1   (mgal)                       NAVD 88
 AE0315
 AE0315  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0315
 AE0315.The horizontal coordinates were scaled from a topographic map and have
 AE0315.an estimated accuracy of +/- 6 seconds.
 AE0315
 AE0315.The orthometric height was determined by differential leveling
 AE0315.and adjusted by the National Geodetic Survey in 1992..
 AE0315.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0315.rate of 0.0 thru 1.0 mm/km.
 AE0315
 AE0315.The geoid height was determined by GEOID03.
 AE0315
 AE0315.The dynamic height is computed by dividing the NAVD 88
 AE0315.geopotential number by the normal gravity value computed on the
 AE0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0315.degrees latitude (g = 980.6199 gals.).
 AE0315
 AE0315.The modeled gravity was interpolated from observed gravity values.
 AE0315
 AE0315;                    North         East    Units  Estimated Accuracy
 AE0315;SPC TX S     - 5,052,360.      330,640.      MT  (+/- 180 meters Scaled)
 AE0315
 AE0315                          SUPERSEDED SURVEY CONTROL
 AE0315
 AE0315  NGVD 29 (??/??/92)   28.963  (m)           95.02   (f) ADJ UNCH    2 0
 AE0315
 AE0315.Superseded values are not recommended for survey control.
 AE0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0315.See file dsdata.txt to determine how the superseded data were derived.
 AE0315
 AE0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP806913(NAD 83)
 AE0315_MARKER: DD = SURVEY DISK
 AE0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0315_STAMPING: 225 94.62
 AE0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0315+STABILITY: SURFACE MOTION
 AE0315
 AE0315  HISTORY     - Date     Condition        Report By
 AE0315  HISTORY     - UNK      MONUMENTED       IBWC
 AE0315  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0315  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0315
 AE0315                          STATION DESCRIPTION
 AE0315
 AE0315'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0315'3.9 MI S FROM PHARR.
 AE0315'3.9 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE MISSOURI PACIFIC
 AE0315'RAILROAD STATION AT PHARR, HIDALGO COUNTY, 122 YARDS WEST OF THE
 AE0315'CENTERLINE OF THE HIGHWAY, BETWEEN AN IRRIGATION CANAL AND A
 AE0315'CULTIVATED FIELD, 48 FEET SOUTH OF THE IRRIGATION CANAL, 9 FEET NORTH
 AE0315'OF THE NORTH EDGE OF THE FIELD, AND ABOUT 5 FEET LOWER THAN THE
 AE0315'HIGHWAY.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK, STAMPED
 AE0315'225 94.62 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 AE0315'ABOVE GROUND.
 AE0315
 AE0315                          STATION RECOVERY (1981)
 AE0315
 AE0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0315'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0314 ***********************************************************************
 AE0314  DESIGNATION -  RP 226
 AE0314  PID         -  AE0314
 AE0314  STATE/COUNTY-  TX/HIDALGO
 AE0314  USGS QUAD   -  PHARR (1983)
 AE0314
 AE0314                         *CURRENT SURVEY CONTROL
 AE0314  ___________________________________________________________________
 AE0314* NAD 83(1986)-  26 08 29.     (N)    098 11 35.     (W)     SCALED    
 AE0314* NAVD 88     -        28.902  (meters)      94.82   (feet)  ADJUSTED  
 AE0314  ___________________________________________________________________
 AE0314  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AE0314  DYNAMIC HT  -          28.854 (meters)      94.67  (feet)  COMP
 AE0314  MODELED GRAV-     978,987.5   (mgal)                       NAVD 88
 AE0314
 AE0314  VERT ORDER  -  FIRST     CLASS II
 AE0314
 AE0314.The horizontal coordinates were scaled from a topographic map and have
 AE0314.an estimated accuracy of +/- 6 seconds.
 AE0314
 AE0314.The orthometric height was determined by differential leveling
 AE0314.and adjusted by the National Geodetic Survey in June 1991..
 AE0314
 AE0314.The geoid height was determined by GEOID03.
 AE0314
 AE0314.The dynamic height is computed by dividing the NAVD 88
 AE0314.geopotential number by the normal gravity value computed on the
 AE0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0314.degrees latitude (g = 980.6199 gals.).
 AE0314
 AE0314.The modeled gravity was interpolated from observed gravity values.
 AE0314
 AE0314;                    North         East    Units  Estimated Accuracy
 AE0314;SPC TX S     - 5,052,630.      330,690.      MT  (+/- 180 meters Scaled)
 AE0314
 AE0314                          SUPERSEDED SURVEY CONTROL
 AE0314
 AE0314.No superseded survey control is available for this station.
 AE0314
 AE0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP806915(NAD 83)
 AE0314_MARKER: DD = SURVEY DISK
 AE0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0314_STAMPING: 226 95.10
 AE0314_MARK LOGO: IBWC  
 AE0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0314+STABILITY: SURFACE MOTION
 AE0314
 AE0314  HISTORY     - Date     Condition        Report By
 AE0314  HISTORY     - UNK      MONUMENTED       IBWC
 AE0314  HISTORY     - 1942     GOOD             NGS
 AE0314  HISTORY     - 1981     GOOD             NGS
 AE0314
 AE0314                          STATION DESCRIPTION
 AE0314
 AE0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0314'3.9 MI S FROM PHARR.
 AE0314'3.9 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE MISSOURI PACIFIC
 AE0314'RAILROAD STATION AT PHARR, HIDALGO COUNTY, 87 YARDS SOUTH OF THE SOUTH
 AE0314'LEVEE OF THE FLOODWAY, 52 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 AE0314'2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2.5 FEET SOUTH OF A WHITE
 AE0314'WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  AN INTERNATIONAL
 AE0314'BOUNDARY COMMISSION STANDARD DISK, STAMPED 226 95.10 AND SET IN THE
 AE0314'TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE GROUND.
 AE0314
 AE0314                          STATION RECOVERY (1981)
 AE0314
 AE0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0314'5.9 KM (3.65 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE0314'U.S. HIGHWAY 83 BUSINESS AT PHARR, AT THE SOUTH SIDE OF THE SOUTH
 AE0314'LEVEE OF FLOODWAY, 79.6 METERS (261.0 FT) SOUTH OF THE CENTER OF THE
 AE0314'SOUTH LEVEE OF A FLOODWAY, 65.8 METERS (216.0 FT) NORTH OF THE CENTER
 AE0314'OF THE DRIVE TO A METAL SHED, AND 15.8 METERS (52.0 FT) WEST OF THE
 AE0314'CENTERLINE OF THE HIGHWAY.
 AE0314'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 AE0314'THE MARK IS 0.6 M ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0312 ***********************************************************************
 AE0312  DESIGNATION -  RP 227
 AE0312  PID         -  AE0312
 AE0312  STATE/COUNTY-  TX/HIDALGO
 AE0312  USGS QUAD   -  PHARR (1983)
 AE0312
 AE0312                         *CURRENT SURVEY CONTROL
 AE0312  ___________________________________________________________________
 AE0312* NAD 83(1986)-  26 09 01.     (N)    098 11 27.     (W)     SCALED    
 AE0312* NAVD 88     -        28.852  (meters)      94.66   (feet)  POSTED    
 AE0312  ___________________________________________________________________
 AE0312  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE0312  DYNAMIC HT  -          28.800 (meters)      94.49  (feet)  COMP
 AE0312  MODELED GRAV-     978,988.9   (mgal)                       NAVD 88
 AE0312
 AE0312  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0312
 AE0312.The horizontal coordinates were scaled from a topographic map and have
 AE0312.an estimated accuracy of +/- 6 seconds.
 AE0312
 AE0312.The orthometric height was determined by differential leveling
 AE0312.and adjusted by the National Geodetic Survey in 1992..
 AE0312.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0312.rate of 0.0 thru 1.0 mm/km.
 AE0312
 AE0312.The geoid height was determined by GEOID03.
 AE0312
 AE0312.The dynamic height is computed by dividing the NAVD 88
 AE0312.geopotential number by the normal gravity value computed on the
 AE0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0312.degrees latitude (g = 980.6199 gals.).
 AE0312
 AE0312.The modeled gravity was interpolated from observed gravity values.
 AE0312
 AE0312;                    North         East    Units  Estimated Accuracy
 AE0312;SPC TX S     - 5,053,620.      330,910.      MT  (+/- 180 meters Scaled)
 AE0312
 AE0312                          SUPERSEDED SURVEY CONTROL
 AE0312
 AE0312  NGVD 29 (??/??/92)   28.971  (m)           95.05   (f) ADJ UNCH    2 0
 AE0312
 AE0312.Superseded values are not recommended for survey control.
 AE0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0312.See file dsdata.txt to determine how the superseded data were derived.
 AE0312
 AE0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP808925(NAD 83)
 AE0312_MARKER: DD = SURVEY DISK
 AE0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0312_STAMPING: 227 94.68
 AE0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0312+STABILITY: SURFACE MOTION
 AE0312
 AE0312  HISTORY     - Date     Condition        Report By
 AE0312  HISTORY     - UNK      MONUMENTED       IBWC
 AE0312  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0312  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0312
 AE0312                          STATION DESCRIPTION
 AE0312
 AE0312'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0312'3.2 MI S FROM PHARR.
 AE0312'3.2 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE MISSOURI PACIFIC
 AE0312'RAILROAD STATION AT PHARR, HIDALGO COUNTY, 157 YARDS NORTH OF THE TOP
 AE0312'OF THE NORTH LEVEE OF THE FLOODWAY, 114 FEET SOUTH OF REA CO-OP POLE
 AE0312'NO. 4-75, 48.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 AE0312'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 AE0312'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET
 AE0312'ABOVE GROUND.
 AE0312
 AE0312                          STATION RECOVERY (1981)
 AE0312
 AE0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0312'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0313 ***********************************************************************
 AE0313  DESIGNATION -  RP 228
 AE0313  PID         -  AE0313
 AE0313  STATE/COUNTY-  TX/HIDALGO
 AE0313  USGS QUAD   -  PHARR (1983)
 AE0313
 AE0313                         *CURRENT SURVEY CONTROL
 AE0313  ___________________________________________________________________
 AE0313* NAD 83(1986)-  26 09 02.     (N)    098 11 25.     (W)     SCALED    
 AE0313* NAVD 88     -        27.468  (meters)      90.12   (feet)  POSTED    
 AE0313  ___________________________________________________________________
 AE0313  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE0313  DYNAMIC HT  -          27.420 (meters)      89.96  (feet)  COMP
 AE0313  MODELED GRAV-     978,989.0   (mgal)                       NAVD 88
 AE0313
 AE0313  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0313
 AE0313.The horizontal coordinates were scaled from a topographic map and have
 AE0313.an estimated accuracy of +/- 6 seconds.
 AE0313
 AE0313.The orthometric height was determined by differential leveling
 AE0313.and adjusted by the National Geodetic Survey in 1992..
 AE0313.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0313.rate of 0.0 thru 1.0 mm/km.
 AE0313
 AE0313.The geoid height was determined by GEOID03.
 AE0313
 AE0313.The dynamic height is computed by dividing the NAVD 88
 AE0313.geopotential number by the normal gravity value computed on the
 AE0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0313.degrees latitude (g = 980.6199 gals.).
 AE0313
 AE0313.The modeled gravity was interpolated from observed gravity values.
 AE0313
 AE0313;                    North         East    Units  Estimated Accuracy
 AE0313;SPC TX S     - 5,053,650.      330,970.      MT  (+/- 180 meters Scaled)
 AE0313
 AE0313                          SUPERSEDED SURVEY CONTROL
 AE0313
 AE0313  NGVD 29 (??/??/92)   27.586  (m)           90.51   (f) ADJ UNCH    2 0
 AE0313
 AE0313.Superseded values are not recommended for survey control.
 AE0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0313.See file dsdata.txt to determine how the superseded data were derived.
 AE0313
 AE0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP809926(NAD 83)
 AE0313_MARKER: DD = SURVEY DISK
 AE0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0313_STAMPING: 228 90.12
 AE0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0313+STABILITY: SURFACE MOTION
 AE0313
 AE0313  HISTORY     - Date     Condition        Report By
 AE0313  HISTORY     - UNK      MONUMENTED       IBWC
 AE0313  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0313  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0313
 AE0313                          STATION DESCRIPTION
 AE0313
 AE0313'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0313'3.2 MI S FROM PHARR.
 AE0313'3.2 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE MISSOURI PACIFIC
 AE0313'RAILROAD STATION AT PHARR, HIDALGO COUNTY, 192 YARDS EAST OF THE
 AE0313'CENTERLINE OF THE HIGHWAY, 180 YARDS SOUTHEAST OF A FARMHOUSE, 21.5
 AE0313'FEET NORTH OF THE NORTH BANK OF A DRAINAGE DITCH ON THE NORTH SIDE OF
 AE0313'THE FLOODWAY LEVEE, AND LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 AE0313'A CONCRETE POST PROJECTING 1.2 FEET ABOVE GROUND.
 AE0313
 AE0313                          STATION RECOVERY (1981)
 AE0313
 AE0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0313'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0133 ***********************************************************************
 BB0133  DESIGNATION -  RP 24
 BB0133  PID         -  BB0133
 BB0133  STATE/COUNTY-  TX/PRESIDIO
 BB0133  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0133
 BB0133                         *CURRENT SURVEY CONTROL
 BB0133  ___________________________________________________________________
 BB0133* NAD 83(1986)-  29 37 26.     (N)    104 27 53.     (W)     SCALED    
 BB0133* NAVD 88     -       794.428  (meters)    2606.39   (feet)  ADJUSTED  
 BB0133  ___________________________________________________________________
 BB0133  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 BB0133  DYNAMIC HT  -         793.140 (meters)    2602.16  (feet)  COMP
 BB0133  MODELED GRAV-     978,996.1   (mgal)                       NAVD 88
 BB0133
 BB0133  VERT ORDER  -  SECOND    CLASS 0
 BB0133
 BB0133.The horizontal coordinates were scaled from a topographic map and have
 BB0133.an estimated accuracy of +/- 6 seconds.
 BB0133
 BB0133.The orthometric height was determined by differential leveling
 BB0133.and adjusted by the National Geodetic Survey in June 1991..
 BB0133
 BB0133.The geoid height was determined by GEOID03.
 BB0133
 BB0133.The dynamic height is computed by dividing the NAVD 88
 BB0133.geopotential number by the normal gravity value computed on the
 BB0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0133.degrees latitude (g = 980.6199 gals.).
 BB0133
 BB0133.The modeled gravity was interpolated from observed gravity values.
 BB0133
 BB0133;                    North         East    Units  Estimated Accuracy
 BB0133;SPC TXSC     - 4,210,800.       71,010.      MT  (+/- 180 meters Scaled)
 BB0133
 BB0133                          SUPERSEDED SURVEY CONTROL
 BB0133
 BB0133  NGVD 29 (??/??/92)  794.009  (m)         2605.01   (f) ADJ UNCH    2 0
 BB0133
 BB0133.Superseded values are not recommended for survey control.
 BB0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0133.See file dsdata.txt to determine how the superseded data were derived.
 BB0133
 BB0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN518772(NAD 83)
 BB0133_MARKER: Z = SEE DESCRIPTION
 BB0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0133_SP_SET: MONUMENT
 BB0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0133
 BB0133  HISTORY     - Date     Condition        Report By
 BB0133  HISTORY     - UNK      MONUMENTED       IBC
 BB0133  HISTORY     - 1973     GOOD             NGS
 BB0133
 BB0133                          STATION DESCRIPTION
 BB0133
 BB0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0133'7 MI WNW FROM PRESIDIO.
 BB0133'TO REACH FROM THE POST OFFICE IN PRESIDIO GO WESTERLY ON FARM ROAD 170
 BB0133'FOR 7.35 MILES TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT AND GO SOUTH
 BB0133'ON TRACK ROAD FOR 0.2 MILE TO THE MARK.  IT IS SET IN THE TOP OF A
 BB0133'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 FOOT WITH THE LETTERS
 BB0133'RP 24 SCRATCHED IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0136 ***********************************************************************
 BB0136  DESIGNATION -  RP 24 A
 BB0136  PID         -  BB0136
 BB0136  STATE/COUNTY-  TX/PRESIDIO
 BB0136  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0136
 BB0136                         *CURRENT SURVEY CONTROL
 BB0136  ___________________________________________________________________
 BB0136* NAD 83(1986)-  29 36 59.     (N)    104 27 27.     (W)     SCALED    
 BB0136* NAVD 88     -       796.736  (meters)    2613.96   (feet)  ADJUSTED  
 BB0136  ___________________________________________________________________
 BB0136  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 BB0136  DYNAMIC HT  -         795.445 (meters)    2609.72  (feet)  COMP
 BB0136  MODELED GRAV-     978,996.9   (mgal)                       NAVD 88
 BB0136
 BB0136  VERT ORDER  -  SECOND    CLASS 0
 BB0136
 BB0136.The horizontal coordinates were scaled from a topographic map and have
 BB0136.an estimated accuracy of +/- 6 seconds.
 BB0136
 BB0136.The orthometric height was determined by differential leveling
 BB0136.and adjusted by the National Geodetic Survey in June 1991..
 BB0136
 BB0136.The geoid height was determined by GEOID03.
 BB0136
 BB0136.The dynamic height is computed by dividing the NAVD 88
 BB0136.geopotential number by the normal gravity value computed on the
 BB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0136.degrees latitude (g = 980.6199 gals.).
 BB0136
 BB0136.The modeled gravity was interpolated from observed gravity values.
 BB0136
 BB0136;                    North         East    Units  Estimated Accuracy
 BB0136;SPC TXSC     - 4,209,940.       71,670.      MT  (+/- 180 meters Scaled)
 BB0136
 BB0136                          SUPERSEDED SURVEY CONTROL
 BB0136
 BB0136  NGVD 29 (??/??/92)  796.319  (m)         2612.59   (f) ADJ UNCH    2 0
 BB0136
 BB0136.Superseded values are not recommended for survey control.
 BB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0136.See file dsdata.txt to determine how the superseded data were derived.
 BB0136
 BB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN525764(NAD 83)
 BB0136_MARKER: Z = SEE DESCRIPTION
 BB0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0136
 BB0136  HISTORY     - Date     Condition        Report By
 BB0136  HISTORY     - UNK      MONUMENTED       IBC
 BB0136  HISTORY     - 1973     GOOD             NGS
 BB0136
 BB0136                          STATION DESCRIPTION
 BB0136
 BB0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0136'6.4 MI WNW FROM PRESIDIO.
 BB0136'TO REACH FROM THE POST OFFICE IN PRESIDIO GO WESTERLY ON FARM ROAD 170
 BB0136'FOR 6.65 MILES TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT AND GO SOUTH
 BB0136'ON DIM TRACK ROAD ACROSS COUNTRY FOR 0.3 MILE TO THE MARK.  IT IS SET
 BB0136'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 6
 BB0136'INCHES WITH THE LETTERS RP 24 A SCRATCHED IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0135 ***********************************************************************
 BB0135  DESIGNATION -  RP 24 A 1
 BB0135  PID         -  BB0135
 BB0135  STATE/COUNTY-  TX/PRESIDIO
 BB0135  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0135
 BB0135                         *CURRENT SURVEY CONTROL
 BB0135  ___________________________________________________________________
 BB0135* NAD 83(1993)-  29 36 56.29490(N)    104 27 03.38121(W)     ADJUSTED  
 BB0135* NAVD 88     -       800.269  (meters)    2625.55   (feet)  ADJUSTED  
 BB0135  ___________________________________________________________________
 BB0135  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 BB0135  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BB0135  DYNAMIC HT  -         798.972 (meters)    2621.29  (feet)  COMP
 BB0135  MODELED GRAV-     978,996.7   (mgal)                       NAVD 88
 BB0135
 BB0135  HORZ ORDER  -  SECOND
 BB0135  VERT ORDER  -  SECOND    CLASS 0
 BB0135
 BB0135.The horizontal coordinates were established by classical geodetic methods
 BB0135.and adjusted by the National Geodetic Survey in February 1996..
 BB0135
 BB0135.The orthometric height was determined by differential leveling
 BB0135.and adjusted by the National Geodetic Survey in June 1991..
 BB0135
 BB0135.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0135
 BB0135.The geoid height was determined by GEOID03.
 BB0135
 BB0135.The dynamic height is computed by dividing the NAVD 88
 BB0135.geopotential number by the normal gravity value computed on the
 BB0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0135.degrees latitude (g = 980.6199 gals.).
 BB0135
 BB0135.The modeled gravity was interpolated from observed gravity values.
 BB0135
 BB0135;                    North         East     Units Scale Factor Converg.
 BB0135;SPC TXSC     - 4,209,826.955    72,301.223   MT  0.99987520   -2 40 13.7
 BB0135;SPC TXSC     -13,811,740.60    237,208.26   sFT  0.99987520   -2 40 13.7
 BB0135;UTM  13      - 3,276,321.986   553,158.938   MT  0.99963487   +0 16 16.8
 BB0135
 BB0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0135!SPC TXSC     -   0.99987797  x   0.99987520  =   0.99975318
 BB0135!UTM  13      -   0.99987797  x   0.99963487  =   0.99951288
 BB0135
 BB0135:                Primary Azimuth Mark                     Grid Az
 BB0135:SPC TXSC     -  RP 25 B                                  139 08 28.9
 BB0135:UTM  13      -  RP 25 B                                  136 11 58.4
 BB0135
 BB0135|---------------------------------------------------------------------|
 BB0135| PID    Reference Object                     Distance      Geod. Az  |
 BB0135|                                                           dddmmss.s |
 BB0135| BB0143 RP 25 B                             APPROX. 3.3 KM 1362815.2 |
 BB0135|---------------------------------------------------------------------|
 BB0135
 BB0135                          SUPERSEDED SURVEY CONTROL
 BB0135
 BB0135  NAD 83(1986)-  29 36 56.28596(N)    104 27 03.37740(W) AD(       ) 2
 BB0135  NAD 27      -  29 36 55.63649(N)    104 27 01.64435(W) AD(       ) 2
 BB0135  NGVD 29 (??/??/92)  799.847  (m)         2624.16   (f) ADJ UNCH    2 0
 BB0135
 BB0135.Superseded values are not recommended for survey control.
 BB0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0135.See file dsdata.txt to determine how the superseded data were derived.
 BB0135
 BB0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5315976322(NAD 83)
 BB0135_MARKER: DD = SURVEY DISK
 BB0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0135_STAMPING: 24 A-1
 BB0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0135
 BB0135  HISTORY     - Date     Condition        Report By
 BB0135  HISTORY     - 1973     MONUMENTED       IBWC
 BB0135  HISTORY     - 1974     GOOD             NGS
 BB0135
 BB0135                          STATION DESCRIPTION
 BB0135
 BB0135'DESCRIBED BY INT BDRY WTR COMM 1973 (RWS)
 BB0135'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO WESTERLY ON
 BB0135'FARM ROAD 170 FOR 6.1 MILES TO THE STATION ON THE LEFT.
 BB0135'
 BB0135'STATION MARK IS A BRONZE BENCH MARK DISK OF THE INTERNATIONAL
 BB0135'BOUNDARY AND WATER COMMISSION, SET IN THE TOP OF A 6-INCH CYLINDRICAL
 BB0135'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 196 FEET SOUTH OF
 BB0135'THE APPROXIMATE CENTER OF FARM ROAD 170 AND 137.0 FEET EAST
 BB0135'OF A POWER LINE POLE.
 BB0135
 BB0135                          STATION RECOVERY (1974)
 BB0135
 BB0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BB0135'6 MI WNW FROM PRESIDIO.
 BB0135'TO REACH FROM THE POST OFFICE IN PRESIDIO, GO WESTERLY ON FARM ROAD
 BB0135'170 FOR 6.1 MILES TO THE STATION ON THE LEFT.  IT IS SET IN THE TOP OF
 BB0135'A 6-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES. IT IS
 BB0135'196 FEET SOUTH OF THE APPROXIMATE CENTER OF FARM ROAD 170 AND 137.0
 BB0135'FEET EAST OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0327 ***********************************************************************
 AE0327  DESIGNATION -  RP 241
 AE0327  PID         -  AE0327
 AE0327  STATE/COUNTY-  TX/HIDALGO
 AE0327  USGS QUAD   -  SAN JUAN SE (1962)
 AE0327
 AE0327                         *CURRENT SURVEY CONTROL
 AE0327  ___________________________________________________________________
 AE0327* NAD 83(1986)-  26 05 44.     (N)    098 03 28.     (W)     SCALED    
 AE0327* NAVD 88     -        23.813  (meters)      78.13   (feet)  ADJUSTED  
 AE0327  ___________________________________________________________________
 AE0327  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AE0327  DYNAMIC HT  -          23.774 (meters)      78.00  (feet)  COMP
 AE0327  MODELED GRAV-     978,996.6   (mgal)                       NAVD 88
 AE0327
 AE0327  VERT ORDER  -  SECOND    CLASS 0
 AE0327
 AE0327.The horizontal coordinates were scaled from a topographic map and have
 AE0327.an estimated accuracy of +/- 6 seconds.
 AE0327
 AE0327.The orthometric height was determined by differential leveling
 AE0327.and adjusted by the National Geodetic Survey in June 1991..
 AE0327
 AE0327.The geoid height was determined by GEOID03.
 AE0327
 AE0327.The dynamic height is computed by dividing the NAVD 88
 AE0327.geopotential number by the normal gravity value computed on the
 AE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0327.degrees latitude (g = 980.6199 gals.).
 AE0327
 AE0327.The modeled gravity was interpolated from observed gravity values.
 AE0327
 AE0327;                    North         East    Units  Estimated Accuracy
 AE0327;SPC TX S     - 5,047,600.      344,240.      MT  (+/- 180 meters Scaled)
 AE0327
 AE0327                          SUPERSEDED SURVEY CONTROL
 AE0327
 AE0327  NGVD 29 (??/??/92)   23.931  (m)           78.51   (f) ADJ UNCH    2 0
 AE0327
 AE0327.Superseded values are not recommended for survey control.
 AE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0327.See file dsdata.txt to determine how the superseded data were derived.
 AE0327
 AE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP942866(NAD 83)
 AE0327_MARKER: DD = SURVEY DISK
 AE0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0327_STAMPING: 241 78.33
 AE0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0327+STABILITY: SURFACE MOTION
 AE0327
 AE0327  HISTORY     - Date     Condition        Report By
 AE0327  HISTORY     - UNK      MONUMENTED       IBC
 AE0327  HISTORY     - 1942     GOOD             NGS
 AE0327
 AE0327                          STATION DESCRIPTION
 AE0327
 AE0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0327'1.4 MI N FROM RAY PAUL.
 AE0327'1.4 MILES NORTH ALONG A GRAVEL ROAD FROM RUN SCHOOL NO. 1 AT RAY PAUL,
 AE0327'HIDALGO COUNTY, AT THE SECOND LEVEE, 206 YARDS WEST OF THE CENTERLINE
 AE0327'OF THE GRAVEL ROAD, AND 165 FEET NORTH OF THE CENTERLINE OF THE LEVEE.
 AE0327'AN INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK, STAMPED 241 78.33
 AE0327'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 AE0327'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0326 ***********************************************************************
 AE0326  DESIGNATION -  RP 242
 AE0326  PID         -  AE0326
 AE0326  STATE/COUNTY-  TX/HIDALGO
 AE0326  USGS QUAD   -  SAN JUAN SE (1962)
 AE0326
 AE0326                         *CURRENT SURVEY CONTROL
 AE0326  ___________________________________________________________________
 AE0326* NAD 83(1986)-  26 05 45.     (N)    098 03 23.     (W)     SCALED    
 AE0326* NAVD 88     -        23.696  (meters)      77.74   (feet)  ADJUSTED  
 AE0326  ___________________________________________________________________
 AE0326  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AE0326  DYNAMIC HT  -          23.657 (meters)      77.61  (feet)  COMP
 AE0326  MODELED GRAV-     978,996.8   (mgal)                       NAVD 88
 AE0326
 AE0326  VERT ORDER  -  SECOND    CLASS 0
 AE0326
 AE0326.The horizontal coordinates were scaled from a topographic map and have
 AE0326.an estimated accuracy of +/- 6 seconds.
 AE0326
 AE0326.The orthometric height was determined by differential leveling
 AE0326.and adjusted by the National Geodetic Survey in June 1991..
 AE0326
 AE0326.The geoid height was determined by GEOID03.
 AE0326
 AE0326.The dynamic height is computed by dividing the NAVD 88
 AE0326.geopotential number by the normal gravity value computed on the
 AE0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0326.degrees latitude (g = 980.6199 gals.).
 AE0326
 AE0326.The modeled gravity was interpolated from observed gravity values.
 AE0326
 AE0326;                    North         East    Units  Estimated Accuracy
 AE0326;SPC TX S     - 5,047,630.      344,380.      MT  (+/- 180 meters Scaled)
 AE0326
 AE0326                          SUPERSEDED SURVEY CONTROL
 AE0326
 AE0326  NGVD 29 (??/??/92)   23.814  (m)           78.13   (f) ADJ UNCH    2 0
 AE0326
 AE0326.Superseded values are not recommended for survey control.
 AE0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0326.See file dsdata.txt to determine how the superseded data were derived.
 AE0326
 AE0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP943866(NAD 83)
 AE0326_MARKER: DD = SURVEY DISK
 AE0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0326_STAMPING: 242 77.94
 AE0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0326+STABILITY: SURFACE MOTION
 AE0326
 AE0326  HISTORY     - Date     Condition        Report By
 AE0326  HISTORY     - UNK      MONUMENTED       IBC
 AE0326  HISTORY     - 1942     GOOD             NGS
 AE0326
 AE0326                          STATION DESCRIPTION
 AE0326
 AE0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0326'1.4 MI N FROM RAY PAUL.
 AE0326'1.4 MILES NORTH ALONG A GRAVEL ROAD FROM RUN SCHOOL NO. 1 AT RAY PAUL,
 AE0326'HIDALGO COUNTY, AT THE SECOND LEVEE, 116 YARDS NORTH OF THE CENTERLINE
 AE0326'OF THE LEVEE, 67 FEET WEST OF THE CENTERLINE OF THE ROAD, 20 FEET WEST
 AE0326'OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 AE0326'AND LEVEL WITH THE ROAD.  AN INTERNATIONAL BOUNDARY COMMISSION
 AE0326'STANDARD DISK, STAMPED 242 77.94 AND SET IN THE TOP OF A CONCRETE POST
 AE0326'PROJECTING 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0328 ***********************************************************************
 AE0328  DESIGNATION -  RP 243
 AE0328  PID         -  AE0328
 AE0328  STATE/COUNTY-  TX/HIDALGO
 AE0328  USGS QUAD   -  SAN JUAN SE (1962)
 AE0328
 AE0328                         *CURRENT SURVEY CONTROL
 AE0328  ___________________________________________________________________
 AE0328* NAD 83(1986)-  26 05 14.     (N)    098 03 27.     (W)     SCALED    
 AE0328* NAVD 88     -        23.994  (meters)      78.72   (feet)  ADJUSTED  
 AE0328  ___________________________________________________________________
 AE0328  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AE0328  DYNAMIC HT  -          23.954 (meters)      78.59  (feet)  COMP
 AE0328  MODELED GRAV-     978,995.9   (mgal)                       NAVD 88
 AE0328
 AE0328  VERT ORDER  -  SECOND    CLASS 0
 AE0328
 AE0328.The horizontal coordinates were scaled from a topographic map and have
 AE0328.an estimated accuracy of +/- 6 seconds.
 AE0328
 AE0328.The orthometric height was determined by differential leveling
 AE0328.and adjusted by the National Geodetic Survey in June 1991..
 AE0328
 AE0328.The geoid height was determined by GEOID03.
 AE0328
 AE0328.The dynamic height is computed by dividing the NAVD 88
 AE0328.geopotential number by the normal gravity value computed on the
 AE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0328.degrees latitude (g = 980.6199 gals.).
 AE0328
 AE0328.The modeled gravity was interpolated from observed gravity values.
 AE0328
 AE0328;                    North         East    Units  Estimated Accuracy
 AE0328;SPC TX S     - 5,046,670.      344,270.      MT  (+/- 180 meters Scaled)
 AE0328
 AE0328                          SUPERSEDED SURVEY CONTROL
 AE0328
 AE0328  NGVD 29 (??/??/92)   24.111  (m)           79.10   (f) ADJ UNCH    2 0
 AE0328
 AE0328.Superseded values are not recommended for survey control.
 AE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0328.See file dsdata.txt to determine how the superseded data were derived.
 AE0328
 AE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP942856(NAD 83)
 AE0328_MARKER: DD = SURVEY DISK
 AE0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0328_STAMPING: 243 78.87
 AE0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0328+STABILITY: SURFACE MOTION
 AE0328
 AE0328  HISTORY     - Date     Condition        Report By
 AE0328  HISTORY     - UNK      MONUMENTED       IBC
 AE0328  HISTORY     - 1942     GOOD             NGS
 AE0328
 AE0328                          STATION DESCRIPTION
 AE0328
 AE0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0328'0.8 MI N FROM RAY PAUL.
 AE0328'0.8 MILE NORTH ALONG A GRAVEL ROAD FROM RUN SCHOOL NO. 1 AT RAY PAUL,
 AE0328'HIDALGO COUNTY, 0.3 MILE NORTH OF THE RAILROAD STATION, 160 FEET SOUTH
 AE0328'OF THE CENTERLINE OF THE LEVEE, 130 FEET EAST OF THE CENTERLINE OF THE
 AE0328'GRAVEL ROAD, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST. AN
 AE0328'INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK, STAMPED 243 78.87 AND
 AE0328'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0329 ***********************************************************************
 AE0329  DESIGNATION -  RP 244
 AE0329  PID         -  AE0329
 AE0329  STATE/COUNTY-  TX/HIDALGO
 AE0329  USGS QUAD   -  SAN JUAN SE (1962)
 AE0329
 AE0329                         *CURRENT SURVEY CONTROL
 AE0329  ___________________________________________________________________
 AE0329* NAD 83(1986)-  26 05 13.     (N)    098 03 22.     (W)     SCALED    
 AE0329* NAVD 88     -        23.878  (meters)      78.34   (feet)  ADJUSTED  
 AE0329  ___________________________________________________________________
 AE0329  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AE0329  DYNAMIC HT  -          23.839 (meters)      78.21  (feet)  COMP
 AE0329  MODELED GRAV-     978,996.1   (mgal)                       NAVD 88
 AE0329
 AE0329  VERT ORDER  -  SECOND    CLASS 0
 AE0329
 AE0329.The horizontal coordinates were scaled from a topographic map and have
 AE0329.an estimated accuracy of +/- 6 seconds.
 AE0329
 AE0329.The orthometric height was determined by differential leveling
 AE0329.and adjusted by the National Geodetic Survey in June 1991..
 AE0329
 AE0329.The geoid height was determined by GEOID03.
 AE0329
 AE0329.The dynamic height is computed by dividing the NAVD 88
 AE0329.geopotential number by the normal gravity value computed on the
 AE0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0329.degrees latitude (g = 980.6199 gals.).
 AE0329
 AE0329.The modeled gravity was interpolated from observed gravity values.
 AE0329
 AE0329;                    North         East    Units  Estimated Accuracy
 AE0329;SPC TX S     - 5,046,640.      344,410.      MT  (+/- 180 meters Scaled)
 AE0329
 AE0329                          SUPERSEDED SURVEY CONTROL
 AE0329
 AE0329  NGVD 29 (??/??/92)   23.996  (m)           78.73   (f) ADJ UNCH    2 0
 AE0329
 AE0329.Superseded values are not recommended for survey control.
 AE0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0329.See file dsdata.txt to determine how the superseded data were derived.
 AE0329
 AE0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP943856(NAD 83)
 AE0329_MARKER: DD = SURVEY DISK
 AE0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0329_STAMPING: 244 78.48
 AE0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0329+STABILITY: SURFACE MOTION
 AE0329
 AE0329  HISTORY     - Date     Condition        Report By
 AE0329  HISTORY     - UNK      MONUMENTED       IBC
 AE0329  HISTORY     - 1942     GOOD             NGS
 AE0329
 AE0329                          STATION DESCRIPTION
 AE0329
 AE0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0329'0.8 MI N FROM RAY PAUL.
 AE0329'0.8 MILE NORTH ALONG A GRAVEL ROAD FROM RUN SCHOOL NO. 1 AT RAY PAUL,
 AE0329'HIDALGO COUNTY, 640 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD,
 AE0329'160 FEET SOUTH OF THE CENTERLINE OF THE LEVEE, AND 1 FOOT NORTH OF THE
 AE0329'RIGHT-OF-WAY FENCE.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 AE0329'DISK, STAMPED 244 78.48 AND SET IN THE TOP OF A CONCRETE POST
 AE0329'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0318 ***********************************************************************
 BB0318  DESIGNATION -  RP 25
 BB0318  PID         -  BB0318
 BB0318  STATE/COUNTY-  TX/PRESIDIO
 BB0318  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0318
 BB0318                         *CURRENT SURVEY CONTROL
 BB0318  ___________________________________________________________________
 BB0318* NAD 83(1993)-  29 36 30.40622(N)    104 26 54.36542(W)     ADJUSTED  
 BB0318* NAVD 88     -       791.1    (meters)    2595.     (feet)  VERTCON   
 BB0318  ___________________________________________________________________
 BB0318  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 BB0318  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BB0318
 BB0318  HORZ ORDER  -  SECOND
 BB0318
 BB0318.The horizontal coordinates were established by classical geodetic methods
 BB0318.and adjusted by the National Geodetic Survey in February 1996..
 BB0318
 BB0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0318
 BB0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0318
 BB0318.The geoid height was determined by GEOID03.
 BB0318
 BB0318;                    North         East     Units Scale Factor Converg.
 BB0318;SPC TXSC     - 4,209,019.495    72,506.376   MT  0.99987460   -2 40 09.3
 BB0318;SPC TXSC     -13,809,091.46    237,881.34   sFT  0.99987460   -2 40 09.3
 BB0318;UTM  13      - 3,275,526.310   553,405.202   MT  0.99963519   +0 16 21.1
 BB0318
 BB0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0318!SPC TXSC     -   0.99987940  x   0.99987460  =   0.99975402
 BB0318!UTM  13      -   0.99987940  x   0.99963519  =   0.99951464
 BB0318
 BB0318                          SUPERSEDED SURVEY CONTROL
 BB0318
 BB0318  NAD 83(1986)-  29 36 30.39725(N)    104 26 54.36173(W) AD(       ) 2
 BB0318  NAD 27      -  29 36 29.74686(N)    104 26 52.62860(W) AD(       ) 2
 BB0318  NGVD 29 (07/19/86)  790.7    (m)         2594.     (f) VERT ANG       
 BB0318
 BB0318.Superseded values are not recommended for survey control.
 BB0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0318.See file dsdata.txt to determine how the superseded data were derived.
 BB0318
 BB0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5340575526(NAD 83)
 BB0318_MARKER: Z = SEE DESCRIPTION
 BB0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BB0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0318+STABILITY: SURFACE MOTION
 BB0318
 BB0318  HISTORY     - Date     Condition        Report By
 BB0318  HISTORY     - 1973     MONUMENTED       IBC
 BB0318
 BB0318                          STATION DESCRIPTION
 BB0318
 BB0318'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1973 (RWS)
 BB0318'THE STATION IS LOCATED ABOUT 5.6 MILES WEST-NORTHWEST OF PRESIDIO AND
 BB0318'0.3 MILE SOUTH OF FARM ROAD 170.
 BB0318'
 BB0318'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO NORTHWEST
 BB0318'ALONG FARM ROAD 170 FOR 5.7 MILES TO A TRACK ROAD ON THE LEFT NEAR
 BB0318'WHERE THE POWER POLE LINE JOINS THE ROAD ON THE SOUTH, TURN LEFT
 BB0318'AND GO SOUTH ALONG THE WEST SIDE OF THE FENCE LINE FOR 0.1 MILE TO
 BB0318'A GATE ON THE LEFT, PASS THROUGH THE GATE AND GO SOUTH ON TRACK ROAD
 BB0318'FOR 0.25 MILE TO SOME OLD ADOBE HOUSES AND THE STATION ON THE LEFT IN
 BB0318'BETWEEN THEM.
 BB0318'
 BB0318'THE STATION MARK IS AN OLD INTERNATIONAL BOUNDARY COMMISSION SQUARE
 BB0318'IRON PLATE WITH A CROSS IN THE TOP OF IT WITH THE LETTERS IBC+CDEL
 BB0318'ON IT.  IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BB0318'THAT PROJECTS ABOUT 1.5 FEET.  IN ADDITION THE LETTERS RP 25 ARE
 BB0318'INDENTED IN THE TOP OF THE CONCRETE MONUMENT.  THE MONUMENT IS
 BB0318'ABOUT 30 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0143 ***********************************************************************
 BB0143  DESIGNATION -  RP 25 B
 BB0143  PID         -  BB0143
 BB0143  STATE/COUNTY-  TX/PRESIDIO
 BB0143  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0143
 BB0143                         *CURRENT SURVEY CONTROL
 BB0143  ___________________________________________________________________
 BB0143* NAD 83(1993)-  29 35 37.40655(N)    104 25 37.64557(W)     ADJUSTED  
 BB0143* NAVD 88     -       788.804  (meters)    2587.93   (feet)  ADJUSTED  
 BB0143  ___________________________________________________________________
 BB0143  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 BB0143  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 BB0143  DYNAMIC HT  -         787.526 (meters)    2583.74  (feet)  COMP
 BB0143  MODELED GRAV-     978,997.4   (mgal)                       NAVD 88
 BB0143
 BB0143  HORZ ORDER  -  SECOND
 BB0143  VERT ORDER  -  SECOND    CLASS 0
 BB0143
 BB0143.The horizontal coordinates were established by classical geodetic methods
 BB0143.and adjusted by the National Geodetic Survey in February 1996..
 BB0143
 BB0143.The orthometric height was determined by differential leveling
 BB0143.and adjusted by the National Geodetic Survey in June 1991..
 BB0143
 BB0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0143
 BB0143.The geoid height was determined by GEOID03.
 BB0143
 BB0143.The dynamic height is computed by dividing the NAVD 88
 BB0143.geopotential number by the normal gravity value computed on the
 BB0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0143.degrees latitude (g = 980.6199 gals.).
 BB0143
 BB0143.The modeled gravity was interpolated from observed gravity values.
 BB0143
 BB0143;                    North         East     Units Scale Factor Converg.
 BB0143;SPC TXSC     - 4,207,293.639    74,492.445   MT  0.99987341   -2 39 31.7
 BB0143;SPC TXSC     -13,803,429.21    244,397.30   sFT  0.99987341   -2 39 31.7
 BB0143;UTM  13      - 3,273,905.040   555,476.734   MT  0.99963797   +0 16 58.5
 BB0143
 BB0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0143!SPC TXSC     -   0.99987976  x   0.99987341  =   0.99975319
 BB0143!UTM  13      -   0.99987976  x   0.99963797  =   0.99951778
 BB0143
 BB0143:                Primary Azimuth Mark                     Grid Az
 BB0143:SPC TXSC     -  PRESIDIO MUN STANDPIPE                   116 48 59.2
 BB0143:UTM  13      -  PRESIDIO MUN STANDPIPE                   113 52 29.0
 BB0143
 BB0143|---------------------------------------------------------------------|
 BB0143| PID    Reference Object                     Distance      Geod. Az  |
 BB0143|                                                           dddmmss.s |
 BB0143| BB0281 PRESIDIO MUN STANDPIPE              APPROX. 7.1 KM 1140927.5 |
 BB0143| BB0146 REACH 1 154+52 400LT                APPROX. 1.5 KM 1365914.8 |
 BB0143|---------------------------------------------------------------------|
 BB0143
 BB0143                          SUPERSEDED SURVEY CONTROL
 BB0143
 BB0143  NAD 83(1986)-  29 35 37.39772(N)    104 25 37.64167(W) AD(       ) 2
 BB0143  NAD 27      -  29 35 36.74496(N)    104 25 35.90934(W) AD(       ) 2
 BB0143  NGVD 29 (??/??/92)  788.398  (m)         2586.60   (f) ADJ UNCH    2 0
 BB0143
 BB0143.Superseded values are not recommended for survey control.
 BB0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0143.See file dsdata.txt to determine how the superseded data were derived.
 BB0143
 BB0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5547773905(NAD 83)
 BB0143_MARKER: Z = SEE DESCRIPTION
 BB0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0143_SP_SET: MONUMENT
 BB0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0143
 BB0143  HISTORY     - Date     Condition        Report By
 BB0143  HISTORY     - 1973     MONUMENTED       IBWC
 BB0143  HISTORY     - 1973     GOOD             NGS
 BB0143
 BB0143                          STATION DESCRIPTION
 BB0143
 BB0143'DESCRIBED BY INT BDRY WTR COMM 1973 (RWS)
 BB0143'THE STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF PRESIDIO AND
 BB0143'1/4 MILE SOUTH-SOUTHWEST OF FARM ROAD 170.
 BB0143'
 BB0143'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO NORTH ON
 BB0143'U.S. HIGHWAY 67 FOR 0.05 MILE TO FARM ROAD 170.  TURN LEFT AND GO
 BB0143'WESTERLY ON FARM ROAD 170 FOR 4.45 MILES TO A DRIVEWAY ON THE LEFT,
 BB0143'TURN LEFT AND GO SOUTH UP DRIVEWAY FOR 0.15 MILE TO A GATE.  PASS
 BB0143'THROUGH THE GATE AND TURN SHARP LEFT ALONG SOUTH SIDE OF FENCE
 BB0143'FOR 0.1 MILE TO A GATE, PASS THROUGH THE GATE AND GO SOUTH ON
 BB0143'TRACK ROAD FOR 0.2 MILE TO A PIG PEN AND STATION ON A SMALL KNOLL.
 BB0143'
 BB0143'STATION MARK IS AN INTERNATIONAL BOUNDARY AND WATER COMMISSION PLATE
 BB0143'WITH A CROSS IN THE CENTER OF THE PLATE AND SET IN THE TOP OF A
 BB0143'12-INCH SQUARE CONCRETE MONUMENT WITH RP 25 B INDENTED IN THE SIDE
 BB0143'OF THE CONCRETE AND PROJECTS 2 FEET.  IT IS 35.5 FEET EAST OF A
 BB0143'FENCE AND 39.0 FEET SOUTH OF A FENCE.
 BB0143
 BB0143                          STATION RECOVERY (1973)
 BB0143
 BB0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0143'4 MI WNW FROM PRESIDIO.
 BB0143'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO NORTH ON
 BB0143'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.05 MILE TO A FORK, BEAR LEFT
 BB0143'ONTO FARM ROAD 170 AND GO WESTERLY FOR 4.45 MILES TO A DRIVEWAY ON THE
 BB0143'LEFT, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO A GATE, PASS THROUGH
 BB0143'GATE AND TURN SHARP LEFT AND GO EAST ALONG THE SOUTH SIDE OF THE FENCE
 BB0143'FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND GO SOUTHEAST ALONG A DIM
 BB0143'TRACK ROAD FOR 0.2 MILE TO A HOG PEN AND THE STATION INSIDE ON A SMALL
 BB0143'KNOLL.  THE STATION IS A INTERNATIONAL BOUNDARY COMMISSION (OLD TYPE)
 BB0143'IRON PLATE WITH A CROSS IN THE CENTER OF THE PLATE SET IN THE TOP OF A
 BB0143'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 FEET. THE LETTERS RP
 BB0143'25 B ARE INDENTED IN THE SIDE OF THE CONCRETE MONUMENT. THE MARK IS
 BB0143'35.5 FEET EAST OF THE WEST FENCE LINE AND 39.0 FEET SOUTH OF THE NORTH
 BB0143'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0250 ***********************************************************************
 AE0250  DESIGNATION -  RP 26
 AE0250  PID         -  AE0250
 AE0250  STATE/COUNTY-  TX/HIDALGO
 AE0250  USGS QUAD   -  SAN JUAN SE (1962)
 AE0250
 AE0250                         *CURRENT SURVEY CONTROL
 AE0250  ___________________________________________________________________
 AE0250* NAD 83(1986)-  26 04 31.     (N)    098 02 36.     (W)     SCALED    
 AE0250* NAVD 88     -        25.189  (meters)      82.64   (feet)  ADJUSTED  
 AE0250  ___________________________________________________________________
 AE0250  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AE0250  DYNAMIC HT  -          25.147 (meters)      82.50  (feet)  COMP
 AE0250  MODELED GRAV-     978,996.5   (mgal)                       NAVD 88
 AE0250
 AE0250  VERT ORDER  -  SECOND    CLASS 0
 AE0250
 AE0250.The horizontal coordinates were scaled from a topographic map and have
 AE0250.an estimated accuracy of +/- 6 seconds.
 AE0250
 AE0250.The orthometric height was determined by differential leveling
 AE0250.and adjusted by the National Geodetic Survey in June 1991..
 AE0250
 AE0250.The geoid height was determined by GEOID03.
 AE0250
 AE0250.The dynamic height is computed by dividing the NAVD 88
 AE0250.geopotential number by the normal gravity value computed on the
 AE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0250.degrees latitude (g = 980.6199 gals.).
 AE0250
 AE0250.The modeled gravity was interpolated from observed gravity values.
 AE0250
 AE0250;                    North         East    Units  Estimated Accuracy
 AE0250;SPC TX S     - 5,045,360.      345,690.      MT  (+/- 180 meters Scaled)
 AE0250
 AE0250                          SUPERSEDED SURVEY CONTROL
 AE0250
 AE0250  NGVD 29 (??/??/92)   25.306  (m)           83.02   (f) ADJ UNCH    2 0
 AE0250
 AE0250.Superseded values are not recommended for survey control.
 AE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0250.See file dsdata.txt to determine how the superseded data were derived.
 AE0250
 AE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP956843(NAD 83)
 AE0250_MARKER: Z = SEE DESCRIPTION
 AE0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0250_STAMPING: R.P. 26
 AE0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0250+STABILITY: SURFACE MOTION
 AE0250
 AE0250  HISTORY     - Date     Condition        Report By
 AE0250  HISTORY     - UNK      MONUMENTED       IBC
 AE0250  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0250
 AE0250                          STATION DESCRIPTION
 AE0250
 AE0250'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0250'1.3 MI E FROM RAY PAUL.
 AE0250'1.3 MILES EAST ALONG OLD MILITARY ROAD FROM RUN SCHOOL NO. 1 AT RAY
 AE0250'PAUL, HIDALGO COUNTY, 82 YARDS WEST OF A SHARP CURVE IN THE ROAD, IN A
 AE0250'CLEARING AROUND TWO MEXICAN HUTS, 44 FEET SOUTHWEST OF ONE HUT, 23.5
 AE0250'FEET NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET NORTHEAST OF A
 AE0250'2.5-FOOT EBONY TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AE0250'ABOUT 1 FOOT HIGHER THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST
 AE0250'(RP 26 IS CAST IN THE TOP OF THE POST) PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0308 ***********************************************************************
 BB0308  DESIGNATION -  RP 26 A
 BB0308  PID         -  BB0308
 BB0308  STATE/COUNTY-  TX/PRESIDIO
 BB0308  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0308
 BB0308                         *CURRENT SURVEY CONTROL
 BB0308  ___________________________________________________________________
 BB0308* NAD 83(1993)-  29 35 11.39627(N)    104 23 49.47213(W)     ADJUSTED  
 BB0308* NAVD 88     -       790.7    (meters)    2594.     (feet)  VERTCON   
 BB0308  ___________________________________________________________________
 BB0308  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 BB0308  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 BB0308
 BB0308  HORZ ORDER  -  SECOND
 BB0308
 BB0308.The horizontal coordinates were established by classical geodetic methods
 BB0308.and adjusted by the National Geodetic Survey in February 1996..
 BB0308
 BB0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0308
 BB0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0308
 BB0308.The geoid height was determined by GEOID03.
 BB0308
 BB0308;                    North         East     Units Scale Factor Converg.
 BB0308;SPC TXSC     - 4,206,359.080    77,362.993   MT  0.99987285   -2 38 38.7
 BB0308;SPC TXSC     -13,800,363.08    253,815.09   sFT  0.99987285   -2 38 38.7
 BB0308;UTM  13      - 3,273,119.215   558,390.782   MT  0.99964207   +0 17 51.7
 BB0308
 BB0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0308!SPC TXSC     -   0.99987946  x   0.99987285  =   0.99975232
 BB0308!UTM  13      -   0.99987946  x   0.99964207  =   0.99952157
 BB0308
 BB0308:                Primary Azimuth Mark                     Grid Az
 BB0308:SPC TXSC     -  PRESIDIO MUN STANDPIPE                   123 15 32.4
 BB0308:UTM  13      -  PRESIDIO MUN STANDPIPE                   120 19 02.0
 BB0308
 BB0308|---------------------------------------------------------------------|
 BB0308| PID    Reference Object                     Distance      Geod. Az  |
 BB0308|                                                           dddmmss.s |
 BB0308| BB0281 PRESIDIO MUN STANDPIPE              APPROX. 4.1 KM 1203653.7 |
 BB0308| BB0289 RP 27 B 1                           APPROX. 3.6 KM 1220729.8 |
 BB0308|---------------------------------------------------------------------|
 BB0308
 BB0308                          SUPERSEDED SURVEY CONTROL
 BB0308
 BB0308  NAD 83(1986)-  29 35 11.38755(N)    104 23 49.46821(W) AD(       ) 2
 BB0308  NAD 27      -  29 35 10.73277(N)    104 23 47.73664(W) AD(       ) 2
 BB0308  NGVD 29 (07/19/86)  790.3    (m)         2593.     (f) VERT ANG       
 BB0308
 BB0308.Superseded values are not recommended for survey control.
 BB0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0308.See file dsdata.txt to determine how the superseded data were derived.
 BB0308
 BB0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5839173119(NAD 83)
 BB0308_MARKER: Z = SEE DESCRIPTION
 BB0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BB0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0308+STABILITY: SURFACE MOTION
 BB0308
 BB0308  HISTORY     - Date     Condition        Report By
 BB0308  HISTORY     - 1973     MONUMENTED       IBWC
 BB0308
 BB0308                          STATION DESCRIPTION
 BB0308
 BB0308'DESCRIBED BY INT BDRY WTR COMM 1973 (RWS)
 BB0308'THE STATION IS ABOUT 2.4 MILES NORTHWEST OF PRESIDIO, 0.4 MILE SOUTH
 BB0308'O FARM ROAD 170.
 BB0308'
 BB0308'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO NORTH ON
 BB0308'U.S. HIGHWAY 67 FOR 0.05 MILE TO FARM ROAD 170.  TURN LEFT AND GO
 BB0308'WESTERLY ON FARM ROAD 170 FOR 2.1 MILES TO A TRACK ROAD ON THE
 BB0308'LEFT, JUST AFTER CROSSING A SMALL BRIDGE.  TURN LEFT AND GO
 BB0308'SOUTHERLY ON TRACK ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 BB0308'
 BB0308'STATION MARK IS AN ITERNATIONAL BOUNDARY AND WATER COMMISSION MARK
 BB0308'WITH A 4-INCH SQUARE IRON PLATE SET IN THE TOP OF A 12-INCH SQUARE
 BB0308'CONCRETE MONUMENT WITH A CROSS IN THE CENTER AND IBC+CDEL ON THE
 BB0308'IRON PLATE, ALSO R P 26 IS INDETED IN THE CONCRETE.  IT IS ABOUT
 BB0308'10 FEET EAST OF THE APPROXIMATE CENTER OF TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0930 ***********************************************************************
 AB0930  DESIGNATION -  RP 27
 AB0930  PID         -  AB0930
 AB0930  STATE/COUNTY-  TX/HIDALGO
 AB0930  USGS QUAD   -  PROGRESO (1970)
 AB0930
 AB0930                         *CURRENT SURVEY CONTROL
 AB0930  ___________________________________________________________________
 AB0930* NAD 83(1986)-  26 05 05.     (N)    097 59 49.     (W)     SCALED    
 AB0930* NAVD 88     -        22.898  (meters)      75.12   (feet)  ADJUSTED  
 AB0930  ___________________________________________________________________
 AB0930  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AB0930  DYNAMIC HT  -          22.861 (meters)      75.00  (feet)  COMP
 AB0930  MODELED GRAV-     979,003.1   (mgal)                       NAVD 88
 AB0930
 AB0930  VERT ORDER  -  SECOND    CLASS 0
 AB0930
 AB0930.The horizontal coordinates were scaled from a topographic map and have
 AB0930.an estimated accuracy of +/- 6 seconds.
 AB0930
 AB0930.The orthometric height was determined by differential leveling
 AB0930.and adjusted by the National Geodetic Survey in June 1991..
 AB0930
 AB0930.The geoid height was determined by GEOID03.
 AB0930
 AB0930.The dynamic height is computed by dividing the NAVD 88
 AB0930.geopotential number by the normal gravity value computed on the
 AB0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0930.degrees latitude (g = 980.6199 gals.).
 AB0930
 AB0930.The modeled gravity was interpolated from observed gravity values.
 AB0930
 AB0930;                    North         East    Units  Estimated Accuracy
 AB0930;SPC TX S     - 5,046,420.      350,330.      MT  (+/- 180 meters Scaled)
 AB0930
 AB0930                          SUPERSEDED SURVEY CONTROL
 AB0930
 AB0930  NGVD 29 (??/??/92)   23.013  (m)           75.50   (f) ADJ UNCH    2 0
 AB0930
 AB0930.Superseded values are not recommended for survey control.
 AB0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0930.See file dsdata.txt to determine how the superseded data were derived.
 AB0930
 AB0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP003854(NAD 83)
 AB0930_MARKER: Z = SEE DESCRIPTION
 AB0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0930+STABILITY: SURFACE MOTION
 AB0930
 AB0930  HISTORY     - Date     Condition        Report By
 AB0930  HISTORY     - UNK      MONUMENTED       IBC
 AB0930  HISTORY     - 1942     GOOD             NGS
 AB0930
 AB0930                          STATION DESCRIPTION
 AB0930
 AB0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0930'2.6 MI W FROM PROGRESO.
 AB0930'1.4 MILES WEST ALONG CREAGER DRIVE FROM THE JUNCTION OF U.S. HIGHWAY
 AB0930'281 AT PROGRESO, HIDALGO COUNTY, 1.2 MILES WEST ALONG OLD MILITARY
 AB0930'ROAD.  79 YARDS SOUTH ACROSS THE ROAD FROM A CONCRETE DIPPING VAT, 72
 AB0930'YARDS SOUTH OF THE CENTERLINE OF THE ROAD, IN AN OPEN FARMYARD, 31.5
 AB0930'FEET NORTHEAST OF A 1.5-FOOT MESQUITE TREE, 2 FEET EAST OF A WHITE
 AB0930'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  AN INTERNATIONAL
 AB0930'BOUNDARY COMMISSION SQUARE IRON PLATE, SET IN THE TOP OF A CONCRETE
 AB0930'POST (RP 27 IS CAST IN THE TOP OF THE POST) PROJECTING 0.8 FOOT ABOVE
 AB0930'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0040 ***********************************************************************
 BB0040  DESIGNATION -  RP 27 A
 BB0040  PID         -  BB0040
 BB0040  STATE/COUNTY-  TX/PRESIDIO
 BB0040  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0040
 BB0040                         *CURRENT SURVEY CONTROL
 BB0040  ___________________________________________________________________
 BB0040* NAD 83(1993)-  29 34 06.56783(N)    104 23 18.08456(W)     ADJUSTED  
 BB0040* NAVD 88     -       787.610  (meters)    2584.02   (feet)  ADJUSTED  
 BB0040  ___________________________________________________________________
 BB0040  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 BB0040  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BB0040  DYNAMIC HT  -         786.331 (meters)    2579.82  (feet)  COMP
 BB0040  MODELED GRAV-     978,995.0   (mgal)                       NAVD 88
 BB0040
 BB0040  HORZ ORDER  -  SECOND
 BB0040  VERT ORDER  -  SECOND    CLASS 0
 BB0040
 BB0040.The horizontal coordinates were established by classical geodetic methods
 BB0040.and adjusted by the National Geodetic Survey in February 1996..
 BB0040
 BB0040.The orthometric height was determined by differential leveling
 BB0040.and adjusted by the National Geodetic Survey in June 1991..
 BB0040
 BB0040.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0040
 BB0040.The geoid height was determined by GEOID03.
 BB0040
 BB0040.The dynamic height is computed by dividing the NAVD 88
 BB0040.geopotential number by the normal gravity value computed on the
 BB0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0040.degrees latitude (g = 980.6199 gals.).
 BB0040
 BB0040.The modeled gravity was interpolated from observed gravity values.
 BB0040
 BB0040;                    North         East     Units Scale Factor Converg.
 BB0040;SPC TXSC     - 4,204,326.430    78,114.773   MT  0.99987152   -2 38 23.4
 BB0040;SPC TXSC     -13,793,694.30    256,281.55   sFT  0.99987152   -2 38 23.4
 BB0040;UTM  13      - 3,271,128.282   559,245.691   MT  0.99964331   +0 18 06.6
 BB0040
 BB0040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0040!SPC TXSC     -   0.99987994  x   0.99987152  =   0.99975147
 BB0040!UTM  13      -   0.99987994  x   0.99964331  =   0.99952329
 BB0040
 BB0040                          SUPERSEDED SURVEY CONTROL
 BB0040
 BB0040  NAD 83(1986)-  29 34 06.55914(N)    104 23 18.08055(W) AD(       ) 2
 BB0040  NAD 27      -  29 34 05.90171(N)    104 23 16.35072(W) AD(       ) 2
 BB0040  NGVD 29 (??/??/92)  787.212  (m)         2582.71   (f) ADJ UNCH    2 0
 BB0040
 BB0040.Superseded values are not recommended for survey control.
 BB0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0040.See file dsdata.txt to determine how the superseded data were derived.
 BB0040
 BB0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5924671128(NAD 83)
 BB0040_MARKER: Z = SEE DESCRIPTION
 BB0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0040_SP_SET: MONUMENT
 BB0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0040
 BB0040  HISTORY     - Date     Condition        Report By
 BB0040  HISTORY     - 1973     MONUMENTED       IBC
 BB0040  HISTORY     - 1973     GOOD             NGS
 BB0040  HISTORY     - 1974     MARK NOT FOUND   IBC
 BB0040
 BB0040                          STATION DESCRIPTION
 BB0040
 BB0040'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1973 (RWS)
 BB0040'THE STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF PRESIDIO.
 BB0040'
 BB0040'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0040'FOR 0.5 MILE TO A T-ROAD, TURN RIGHT AND GO WEST ON U.S. 67 FOR 0.7
 BB0040'MILE TO THE END OF THE STREET, BEAR RIGHT DIAGONALLY ONTO A DIRT
 BB0040'ROAD AND GO NORTHWEST FOR 0.2 MILE TO A CURVE TO THE RIGHT, CONTINUE
 BB0040'NORTH ON MAIN TRACK ROAD ACROSS THE DIKE FOR 0.4 MILE TO A FORK,
 BB0040'TAKE THE LEFT FORK AND GO NORTHWEST FOR ABOUT 150 FEET TO A
 BB0040'CROSSROADS, TURN LEFT AND GO SOUTHWEST FOR ABOUT 300 FEET TO A
 BB0040'GATE, PASS THROUGH THE GATE AND GO SOUTH 123 FEET TO THE STATION ON
 BB0040'THE LEFT.
 BB0040'
 BB0040'THE STATION MARK IS A INTERNATIONAL BOUNDARY COMMISSION 3-INCH
 BB0040'DIAMETER IRON PLATE SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BB0040'MONUMENT THAT PROJECTS 2 FEET.  IT IS 123 FEET SOUTHWEST OF A GATE,
 BB0040'20 FEET NORTHWEST OF A FENCE LINE, AND 10 FEET SOUTHEAST OF THE
 BB0040'APPROXIMATE CENTER OF THE TRACK ROAD.
 BB0040
 BB0040                          STATION RECOVERY (1973)
 BB0040
 BB0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0040'IN PRESIDIO.
 BB0040'FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67 FOR 0.5
 BB0040'MILE TO A T-ROAD, TURN RIGHT AND GO WEST ON U.S. 67 FOR 0.7 MILE TO
 BB0040'THE END OF THE STREET, BEAR RIGHT DIAGONALLY ONTO A DIRT ROAD AND GO
 BB0040'NORTHWEST FOR 0.2 MILE TO A CURVE TO THE RIGHT, CONTINUE NORTH ON MAIN
 BB0040'TRACK ROAD ACROSS THE DIKE FOR 0.4 MILE TO A FORK, TAKE THE LEFT FORK
 BB0040'AND GO NORTHWEST FOR ABOUT 150 FEET TO A CROSS ROADS, TURN LEFT AND GO
 BB0040'SOUTHWEST FOR ABOUT 300 FEET TO A GATE, PASS THROUGH THE GATE AND GO
 BB0040'SOUTH 123 FEET TO STATION ON THE LEFT, 20 FEET NORTHWEST OF A FENCE
 BB0040'LINE, 10 FEET SOUTHEAST OF THE TRACK ROAD, AND IS A 3-INCH DIAMETER
 BB0040'IRON PLATE SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BB0040'PROJECTS ABOUT 2 FEET.
 BB0040
 BB0040                          STATION RECOVERY (1974)
 BB0040
 BB0040'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1974 (WFD)
 BB0040'THIS STATION WAS INCLUDED IN A SURVEY FOR IBWC BY NGS IN 1974.
 BB0040'UNABLE TO RECOVER THIS MONUMENT AFTER FLOOD DOWN CIBOLO CREEK DURING
 BB0040'SEPTEMBER OCTOBER 1974.  PROBABLY WASHED AWAY BY BANK
 BB0040'EROSION.
 BB0040'
 BB0040'NOTE 1--ESTABLISHED AS AN ASTRONOMICAL STATION 1852 BY MAJ. WM H.
 BB0040'EMORY, KNOW AS EMORYS ASTRONICAL POINT.  ON WEST BLANK OF WHAT IS
 BB0040'NOW KNOW AS CIBOLO CREEK.  REESTABLISHED IN 1932 BY INTERNATION
 BB0040'BOUNDARY AND WATER COMMISSION, UNITED STATE ASND MEXICO.
 BB0040'
 BB0040'NOTE 2--GO WEST ON MAIN ST. FROM P.O. IN PRESIDIO FOR 0.45 MILES TO
 BB0040'A T STREET.  TURN RIGHT, GO NORTH FOR 0.7 MILES TO A Y ROAD
 BB0040'STATION.
 BB0040'
 BB0040'DISTANCE AND DIRECTION FROM NEAREST TOWN--SEE NOTE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0041 ***********************************************************************
 BB0041  DESIGNATION -  RP 27 A 1
 BB0041  PID         -  BB0041
 BB0041  STATE/COUNTY-  TX/PRESIDIO
 BB0041  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0041
 BB0041                         *CURRENT SURVEY CONTROL
 BB0041  ___________________________________________________________________
 BB0041* NAD 83(1986)-  29 34 09.     (N)    104 22 48.     (W)     SCALED    
 BB0041* NAVD 88     -       793.077  (meters)    2601.95   (feet)  ADJUSTED  
 BB0041  ___________________________________________________________________
 BB0041  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 BB0041  DYNAMIC HT  -         791.791 (meters)    2597.73  (feet)  COMP
 BB0041  MODELED GRAV-     978,995.3   (mgal)                       NAVD 88
 BB0041
 BB0041  VERT ORDER  -  SECOND    CLASS 0
 BB0041
 BB0041.The horizontal coordinates were scaled from a topographic map and have
 BB0041.an estimated accuracy of +/- 6 seconds.
 BB0041
 BB0041.The orthometric height was determined by differential leveling
 BB0041.and adjusted by the National Geodetic Survey in June 1991..
 BB0041
 BB0041.The geoid height was determined by GEOID03.
 BB0041
 BB0041.The dynamic height is computed by dividing the NAVD 88
 BB0041.geopotential number by the normal gravity value computed on the
 BB0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0041.degrees latitude (g = 980.6199 gals.).
 BB0041
 BB0041.The modeled gravity was interpolated from observed gravity values.
 BB0041
 BB0041;                    North         East    Units  Estimated Accuracy
 BB0041;SPC TXSC     - 4,204,360.       78,930.      MT  (+/- 180 meters Scaled)
 BB0041
 BB0041                          SUPERSEDED SURVEY CONTROL
 BB0041
 BB0041  NGVD 29 (??/??/92)  792.680  (m)         2600.65   (f) ADJ UNCH    2 0
 BB0041
 BB0041.Superseded values are not recommended for survey control.
 BB0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0041.See file dsdata.txt to determine how the superseded data were derived.
 BB0041
 BB0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN600712(NAD 83)
 BB0041_MARKER: DD = SURVEY DISK
 BB0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0041_SP_SET: MONUMENT
 BB0041_STAMPING: RP NO. 27-A-I
 BB0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0041
 BB0041  HISTORY     - Date     Condition        Report By
 BB0041  HISTORY     - UNK      MONUMENTED       IBWC
 BB0041  HISTORY     - 1973     GOOD             NGS
 BB0041
 BB0041                          STATION DESCRIPTION
 BB0041
 BB0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0041'IN PRESIDIO.
 BB0041'FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67 FOR 0.5
 BB0041'MILE TO A T-ROAD, TURN RIGHT AND GO WEST ON U.S. 67 FOR 0.4 MILE TO
 BB0041'HARPERS HARDWARE, TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 0.55 MILE
 BB0041'TO JUST PAST A LOW DIKE, 89 FEET EAST OF THE CENTER OF THE GRAVEL
 BB0041'ROAD, 86 FEET NORTH OF THE LOW DIKE, LOCATED ON TOP OF A SECOND DIKE,
 BB0041'AND SET IN THE TOP OF A 6-INCH DIAMETER CONCRETE MONUMENT THAT
 BB0041'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0289 ***********************************************************************
 BB0289  DESIGNATION -  RP 27 B 1
 BB0289  PID         -  BB0289
 BB0289  STATE/COUNTY-  TX/PRESIDIO
 BB0289  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0289
 BB0289                         *CURRENT SURVEY CONTROL
 BB0289  ___________________________________________________________________
 BB0289* NAD 83(1993)-  29 34 09.47600(N)    104 21 56.69060(W)     ADJUSTED  
 BB0289* NAVD 88     -       821.9    (meters)    2697.     (feet)  VERTCON   
 BB0289  ___________________________________________________________________
 BB0289  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 BB0289  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BB0289
 BB0289  HORZ ORDER  -  SECOND
 BB0289
 BB0289.The horizontal coordinates were established by classical geodetic methods
 BB0289.and adjusted by the National Geodetic Survey in February 1996..
 BB0289
 BB0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0289
 BB0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0289
 BB0289.The geoid height was determined by GEOID03.
 BB0289
 BB0289;                    North         East     Units Scale Factor Converg.
 BB0289;SPC TXSC     - 4,204,315.186    80,307.159   MT  0.99987158   -2 37 43.5
 BB0289;SPC TXSC     -13,793,657.41    263,474.40   sFT  0.99987158   -2 37 43.5
 BB0289;UTM  13      - 3,271,229.543   561,435.268   MT  0.99964657   +0 18 46.8
 BB0289
 BB0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0289!SPC TXSC     -   0.99987455  x   0.99987158  =   0.99974614
 BB0289!UTM  13      -   0.99987455  x   0.99964657  =   0.99952116
 BB0289
 BB0289:                Primary Azimuth Mark                     Grid Az
 BB0289:SPC TXSC     -  REACH 3 8+00 400LT                       185 29 18.7
 BB0289:UTM  13      -  REACH 3 8+00 400LT                       182 32 48.4
 BB0289
 BB0289|---------------------------------------------------------------------|
 BB0289| PID    Reference Object                     Distance      Geod. Az  |
 BB0289|                                                           dddmmss.s |
 BB0289| BB0045 REACH 3 8+00 400LT                  APPROX. 3.1 KM 1825135.2 |
 BB0289|---------------------------------------------------------------------|
 BB0289
 BB0289                          SUPERSEDED SURVEY CONTROL
 BB0289
 BB0289  NAD 83(1986)-  29 34 09.46739(N)    104 21 56.68665(W) AD(       ) 2
 BB0289  NAD 27      -  29 34 08.80930(N)    104 21 54.95910(W) AD(       ) 2
 BB0289  NGVD 29 (07/19/86)  821.5    (m)         2695.     (f) VERT ANG       
 BB0289
 BB0289.Superseded values are not recommended for survey control.
 BB0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0289.See file dsdata.txt to determine how the superseded data were derived.
 BB0289
 BB0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6143571230(NAD 83)
 BB0289_MARKER: DS = TRIANGULATION STATION DISK
 BB0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0289_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BB0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0289+STABILITY: SURFACE MOTION
 BB0289
 BB0289  HISTORY     - Date     Condition        Report By
 BB0289  HISTORY     - 1973     MONUMENTED       IBWC
 BB0289
 BB0289                          STATION DESCRIPTION
 BB0289
 BB0289'DESCRIBED BY INT BDRY WTR COMM 1973 (RWS)
 BB0289'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF PRESIDIO ON THE
 BB0289'TOP OF A SMALL RIDGE RUNNING NORTHWEST-SOUTHEAST.
 BB0289'
 BB0289'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO SOUTH ON
 BB0289'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.15 MILE TO A SIDE ROAD ON THE
 BB0289'LEFT, TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.3 MILE TO A SIDE
 BB0289'ROAD LEFT JUST PAST A BALL FIELD ON THE LEFT, TURN LEFT AND GO
 BB0289'NORTH ALONG THE EAST SIDE OF THE BALL FIELD FOR 0.05 MILE, FROM
 BB0289'THIS POINT LEAVE THE ROAD AND CONTINUE NORTH CROSS COUNTRY FOR 0.1
 BB0289'MILE TO THE BASE OF A LOW HILL AND THE END OF TRUCK TRAVEL, PACK
 BB0289'NORTH UPHILL FOR ABOUT 200 FEET TO THE TOP OF THE HILL AND TO A
 BB0289'EAST-WEST FENCE LINE WITH THE STATION ON THE SOUTH SIDE OF THE
 BB0289'FENCE.
 BB0289'
 BB0289'THE ORIGINAL STATION MARK HAD BEEN BROKEN OFF AND AT THIS DATE A NEW
 BB0289'MARK WAS CENTERED OVER THE REMAINNING CONCRETE PIPE OF THE OLD
 BB0289'MARK.  THE STATION MARK DISK IS NOW A STANDARD NGS TRIANGULATION
 BB0289'MARK DISK THAT IS STAMPED RP 27-B1 IBWC 1973 1974, AND SET IN THE
 BB0289'TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 14 INCHES.
 BB0289'
 BB0289'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0301 ***********************************************************************
 AE0301  DESIGNATION -  RP 281
 AE0301  PID         -  AE0301
 AE0301  STATE/COUNTY-  TX/HIDALGO
 AE0301  USGS QUAD   -  LA JOYA (1982)
 AE0301
 AE0301                         *CURRENT SURVEY CONTROL
 AE0301  ___________________________________________________________________
 AE0301* NAD 83(1986)-  26 13 01.     (N)    098 25 32.     (W)     SCALED    
 AE0301* NAVD 88     -        37.635  (meters)     123.47   (feet)  POSTED    
 AE0301  ___________________________________________________________________
 AE0301  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0301  DYNAMIC HT  -          37.570 (meters)     123.26  (feet)  COMP
 AE0301  MODELED GRAV-     978,990.4   (mgal)                       NAVD 88
 AE0301
 AE0301  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0301
 AE0301.The horizontal coordinates were scaled from a topographic map and have
 AE0301.an estimated accuracy of +/- 6 seconds.
 AE0301
 AE0301.The orthometric height was determined by differential leveling
 AE0301.and adjusted by the National Geodetic Survey in 1992..
 AE0301.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0301.rate of 0.0 thru 1.0 mm/km.
 AE0301
 AE0301.The geoid height was determined by GEOID03.
 AE0301
 AE0301.The dynamic height is computed by dividing the NAVD 88
 AE0301.geopotential number by the normal gravity value computed on the
 AE0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0301.degrees latitude (g = 980.6199 gals.).
 AE0301
 AE0301.The modeled gravity was interpolated from observed gravity values.
 AE0301
 AE0301;                    North         East    Units  Estimated Accuracy
 AE0301;SPC TX S     - 5,060,970.      307,440.      MT  (+/- 180 meters Scaled)
 AE0301
 AE0301                          SUPERSEDED SURVEY CONTROL
 AE0301
 AE0301  NGVD 29 (??/??/92)   37.745  (m)          123.84   (f) ADJ UNCH    2 0
 AE0301
 AE0301.Superseded values are not recommended for survey control.
 AE0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0301.See file dsdata.txt to determine how the superseded data were derived.
 AE0301
 AE0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP573998(NAD 83)
 AE0301_MARKER: DD = SURVEY DISK
 AE0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0301_STAMPING: 281 123.49
 AE0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0301+STABILITY: SURFACE MOTION
 AE0301
 AE0301  HISTORY     - Date     Condition        Report By
 AE0301  HISTORY     - UNK      MONUMENTED       IBC
 AE0301  HISTORY     - 1942     GOOD             NGS
 AE0301  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0301
 AE0301                          STATION DESCRIPTION
 AE0301
 AE0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0301'1.6 MI NW FROM OJO DE AGUA (ABRAM).
 AE0301'1.6 MILES NORTHWEST ALONG OLD MILITARY ROAD FROM THE CATHOLIC CHURCH
 AE0301'AT OJO DE AGUA (ABRAM), HIDALGO COUNTY, AT THE MIDDLE OF A LARGE OPEN
 AE0301'FIELD ON THE NORTHEAST SIDE OF THE ROAD, 45 FEET NORTHEAST ACROSS THE
 AE0301'ROAD FROM A GATE AT THE NORTHEAST CORNER OF A FIELD ON THE SOUTHWEST
 AE0301'SIDE OF THE ROAD, 24 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 3
 AE0301'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHEAST OF A WHITE
 AE0301'WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  AN
 AE0301'INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK, STAMPED 281 123.49
 AE0301'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE
 AE0301'GROUND.
 AE0301
 AE0301                          STATION RECOVERY (1981)
 AE0301
 AE0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0301'NOT RECOVERED. NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0302 ***********************************************************************
 AE0302  DESIGNATION -  RP 282
 AE0302  PID         -  AE0302
 AE0302  STATE/COUNTY-  TX/HIDALGO
 AE0302  USGS QUAD   -  LA JOYA (1982)
 AE0302
 AE0302                         *CURRENT SURVEY CONTROL
 AE0302  ___________________________________________________________________
 AE0302* NAD 83(1986)-  26 13 07.     (N)    098 25 37.     (W)     SCALED    
 AE0302* NAVD 88     -        37.511  (meters)     123.07   (feet)  POSTED    
 AE0302  ___________________________________________________________________
 AE0302  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0302  DYNAMIC HT  -          37.450 (meters)     122.87  (feet)  COMP
 AE0302  MODELED GRAV-     978,990.4   (mgal)                       NAVD 88
 AE0302
 AE0302  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0302
 AE0302.The horizontal coordinates were scaled from a topographic map and have
 AE0302.an estimated accuracy of +/- 6 seconds.
 AE0302
 AE0302.The orthometric height was determined by differential leveling
 AE0302.and adjusted by the National Geodetic Survey in 1992..
 AE0302.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0302.rate of 0.0 thru 1.0 mm/km.
 AE0302
 AE0302.The geoid height was determined by GEOID03.
 AE0302
 AE0302.The dynamic height is computed by dividing the NAVD 88
 AE0302.geopotential number by the normal gravity value computed on the
 AE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0302.degrees latitude (g = 980.6199 gals.).
 AE0302
 AE0302.The modeled gravity was interpolated from observed gravity values.
 AE0302
 AE0302;                    North         East    Units  Estimated Accuracy
 AE0302;SPC TX S     - 5,061,160.      307,300.      MT  (+/- 180 meters Scaled)
 AE0302
 AE0302                          SUPERSEDED SURVEY CONTROL
 AE0302
 AE0302  NGVD 29 (??/??/92)   37.622  (m)          123.43   (f) ADJ UNCH    2 0
 AE0302
 AE0302.Superseded values are not recommended for survey control.
 AE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0302.See file dsdata.txt to determine how the superseded data were derived.
 AE0302
 AE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ572000(NAD 83)
 AE0302_MARKER: DD = SURVEY DISK
 AE0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0302_STAMPING: 282 123.13
 AE0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0302+STABILITY: SURFACE MOTION
 AE0302
 AE0302  HISTORY     - Date     Condition        Report By
 AE0302  HISTORY     - UNK      MONUMENTED       IBWC
 AE0302  HISTORY     - 1942     GOOD             NGS
 AE0302  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0302
 AE0302                          STATION DESCRIPTION
 AE0302
 AE0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0302'1.7 MI NW FROM OJO DE AGUA (ABRAM).
 AE0302'1.7 MILES NORTHWEST ALONG OLD MILITARY ROAD FROM THE CATHOLIC CHURCH
 AE0302'AT OJO DE AGUA (ABRAM), HIDALGO COUNTY, 1.3 MILES SOUTHEAST OF THE
 AE0302'POST OFFICE AT PENITAS, AT THE MIDDLE OF A LARGE OPEN FIELD, 18 FEET
 AE0302'NORTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTHWEST OF THE
 AE0302'RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 AE0302'AND LEVEL WITH THE ROAD.  AN INTERNATIONAL BOUNDARY COMMISSION
 AE0302'STANDARD DISK, STAMPED 282 123.13 AND SET IN THE TOP OF A CONCRETE
 AE0302'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AE0302
 AE0302                          STATION RECOVERY (1981)
 AE0302
 AE0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0302'NOT RECOVERED, NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0923 ***********************************************************************
 AB0923  DESIGNATION -  RP 29
 AB0923  PID         -  AB0923
 AB0923  STATE/COUNTY-  TX/HIDALGO
 AB0923  USGS QUAD   -  PROGRESO (1970)
 AB0923
 AB0923                         *CURRENT SURVEY CONTROL
 AB0923  ___________________________________________________________________
 AB0923* NAD 83(1986)-  26 05 01.     (N)    097 54 48.     (W)     SCALED    
 AB0923* NAVD 88     -        21.671  (meters)      71.10   (feet)  ADJUSTED  
 AB0923  ___________________________________________________________________
 AB0923  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AB0923  DYNAMIC HT  -          21.636 (meters)      70.98  (feet)  COMP
 AB0923  MODELED GRAV-     979,009.9   (mgal)                       NAVD 88
 AB0923
 AB0923  VERT ORDER  -  SECOND    CLASS 0
 AB0923
 AB0923.The horizontal coordinates were scaled from a topographic map and have
 AB0923.an estimated accuracy of +/- 6 seconds.
 AB0923
 AB0923.The orthometric height was determined by differential leveling
 AB0923.and adjusted by the National Geodetic Survey in June 1991..
 AB0923
 AB0923.The geoid height was determined by GEOID03.
 AB0923
 AB0923.The dynamic height is computed by dividing the NAVD 88
 AB0923.geopotential number by the normal gravity value computed on the
 AB0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0923.degrees latitude (g = 980.6199 gals.).
 AB0923
 AB0923.The modeled gravity was interpolated from observed gravity values.
 AB0923
 AB0923;                    North         East    Units  Estimated Accuracy
 AB0923;SPC TX S     - 5,046,330.      358,700.      MT  (+/- 180 meters Scaled)
 AB0923
 AB0923                          SUPERSEDED SURVEY CONTROL
 AB0923
 AB0923  NGVD 29 (??/??/92)   21.781  (m)           71.46   (f) ADJ UNCH    2 0
 AB0923
 AB0923.Superseded values are not recommended for survey control.
 AB0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0923.See file dsdata.txt to determine how the superseded data were derived.
 AB0923
 AB0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP086853(NAD 83)
 AB0923_MARKER: Z = SEE DESCRIPTION
 AB0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0923+STABILITY: SURFACE MOTION
 AB0923
 AB0923  HISTORY     - Date     Condition        Report By
 AB0923  HISTORY     - UNK      MONUMENTED       IBC
 AB0923  HISTORY     - 1942     GOOD             NGS
 AB0923
 AB0923                          STATION DESCRIPTION
 AB0923
 AB0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0923'4.2 MI W FROM SANTA MARIA.
 AB0923'IN HIDALGO COUNTY, 4.2 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE
 AB0923'PUBLIC SCHOOL AT SANTA MARIA, CAMERON COUNTY, 150 FEET SOUTHWEST OF
 AB0923'THE SOUTHWEST CORNER OF A CONCRETE BRIDGE OVER A LARGE IRRIGATION
 AB0923'CANAL, 104.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 55 FEET
 AB0923'NORTHEAST OF THE NORTHEAST CORNER OF A FRAMEHOUSE, 5.3 FEET WEST OF A
 AB0923'2-FOOT MESQUITE TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AB0923'ABOUT 5 FEET LOWER THAN THE HIGHWAY.  AN INTERNATIONAL BOUNDARY
 AB0923'COMMISSION SQUARE IRON PLATE, SET IN THE TOP OF A CONCRETE POST (RP 29
 AB0923'IS CAST IN THE TOP OF THE POST) PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0273 ***********************************************************************
 BB0273  DESIGNATION -  RP 29 1
 BB0273  PID         -  BB0273
 BB0273  STATE/COUNTY-  TX/PRESIDIO
 BB0273  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0273
 BB0273                         *CURRENT SURVEY CONTROL
 BB0273  ___________________________________________________________________
 BB0273* NAD 83(1993)-  29 32 53.22291(N)    104 20 47.23982(W)     ADJUSTED  
 BB0273* NAVD 88     -       789.61   (+/-2cm)    2590.6    (feet)  VERTCON   
 BB0273  ___________________________________________________________________
 BB0273  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 BB0273  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BB0273
 BB0273  HORZ ORDER  -  SECOND
 BB0273  VERT ORDER  -  THIRD ? (See Below)
 BB0273
 BB0273.The horizontal coordinates were established by classical geodetic methods
 BB0273.and adjusted by the National Geodetic Survey in February 1996..
 BB0273
 BB0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0273.The vertical order pertains to the NGVD 29 superseded value.
 BB0273
 BB0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0273
 BB0273.The geoid height was determined by GEOID03.
 BB0273
 BB0273;                    North         East     Units Scale Factor Converg.
 BB0273;SPC TXSC     - 4,201,884.515    82,067.064   MT  0.99987014   -2 37 09.5
 BB0273;SPC TXSC     -13,785,682.78    269,248.36   sFT  0.99987014   -2 37 09.5
 BB0273;UTM  13      - 3,268,892.912   563,317.176   MT  0.99964947   +0 19 20.3
 BB0273
 BB0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0273!SPC TXSC     -   0.99987961  x   0.99987014  =   0.99974977
 BB0273!UTM  13      -   0.99987961  x   0.99964947  =   0.99952912
 BB0273
 BB0273:                Primary Azimuth Mark                     Grid Az
 BB0273:SPC TXSC     -  RP 27 B 1                                324 05 38.3
 BB0273:UTM  13      -  RP 27 B 1                                321 09 08.5
 BB0273
 BB0273|---------------------------------------------------------------------|
 BB0273| PID    Reference Object                     Distance      Geod. Az  |
 BB0273|                                                           dddmmss.s |
 BB0273| BB0289 RP 27 B 1                           APPROX. 3.0 KM 3212828.8 |
 BB0273| BB0281 PRESIDIO MUN STANDPIPE              APPROX. 2.6 KM 3273850.7 |
 BB0273|---------------------------------------------------------------------|
 BB0273
 BB0273                          SUPERSEDED SURVEY CONTROL
 BB0273
 BB0273  NAD 83(1986)-  29 32 53.21436(N)    104 20 47.23582(W) AD(       ) 2
 BB0273  NAD 27      -  29 32 52.55286(N)    104 20 45.51104(W) AD(       ) 2
 BB0273  NGVD 29 (07/19/86)  789.22   (m)         2589.3    (f) LEVELING    3  
 BB0273
 BB0273.Superseded values are not recommended for survey control.
 BB0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0273.See file dsdata.txt to determine how the superseded data were derived.
 BB0273
 BB0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6331768893(NAD 83)
 BB0273_MARKER: DU = BOUNDARY MARKER
 BB0273_SETTING: 0 = UNSPECIFIED SETTING
 BB0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0273
 BB0273  HISTORY     - Date     Condition        Report By
 BB0273  HISTORY     - 1973     MONUMENTED       IBWC
 BB0273
 BB0273                          STATION DESCRIPTION
 BB0273
 BB0273'DESCRIBED BY INT BDRY WTR COMM 1973 (RWS)
 BB0273'THE STATION IS LOCATED ABOUT 1.7 MILES SOUTHEAST OF PRESIDIO ON THE
 BB0273'TOP OF A SMALL HILL JUST TO THE NORTH OF FARM ROAD 170.
 BB0273'
 BB0273'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0273'U.S. HIGHWAY 67 (S.R. 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND
 BB0273'GO SOUTHEASTERLY ALONG FARM ROAD 170 FOR 2.15 MILES TO A SIDE ROAD
 BB0273'ON THE LEFT, TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.05 MILE TO
 BB0273'STATION ON THE RIGHT AT THE TOP OF THE HILL, 230 FEET NORTH OF THE
 BB0273'CENTER OF FARM ROAD 170, 135 FEET EAST OF THE CENTER OF THE DIRT
 BB0273'ROAD, AND SET IN THE TOP OF A 6-INCH DIAMETER CONCRETE MONUMENT
 BB0273'THAT PROJECTS 6 INCHES.
 BB0273'
 BB0273'THE MARK IS A STANDARD INTERNATIONAL BOUNDARY AND WATER COMMISSION
 BB0273'DISK STAMPED, R.P. NO. 29-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0268 ***********************************************************************
 BB0268  DESIGNATION -  RP 29 A 1
 BB0268  PID         -  BB0268
 BB0268  STATE/COUNTY-  TX/PRESIDIO
 BB0268  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0268
 BB0268                         *CURRENT SURVEY CONTROL
 BB0268  ___________________________________________________________________
 BB0268* NAD 83(1993)-  29 32 38.30896(N)    104 19 43.97848(W)     ADJUSTED  
 BB0268* NAVD 88     -       788.4    (meters)    2587.     (feet)  VERTCON   
 BB0268  ___________________________________________________________________
 BB0268  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 BB0268  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BB0268
 BB0268  HORZ ORDER  -  THIRD
 BB0268
 BB0268.The horizontal coordinates were established by classical geodetic methods
 BB0268.and adjusted by the National Geodetic Survey in February 1996..
 BB0268
 BB0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0268
 BB0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0268
 BB0268.The geoid height was determined by GEOID03.
 BB0268
 BB0268;                    North         East     Units Scale Factor Converg.
 BB0268;SPC TXSC     - 4,201,348.152    83,747.299   MT  0.99986988   -2 36 38.5
 BB0268;SPC TXSC     -13,783,923.06    274,760.93   sFT  0.99986988   -2 36 38.5
 BB0268;UTM  13      - 3,268,443.582   565,022.348   MT  0.99965217   +0 19 51.4
 BB0268
 BB0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0268!SPC TXSC     -   0.99987980  x   0.99986988  =   0.99974969
 BB0268!UTM  13      -   0.99987980  x   0.99965217  =   0.99953201
 BB0268
 BB0268:                Primary Azimuth Mark                     Grid Az
 BB0268:SPC TXSC     -  DIKE                                     241 45 40.5
 BB0268:UTM  13      -  DIKE                                     238 49 10.6
 BB0268
 BB0268|---------------------------------------------------------------------|
 BB0268| PID    Reference Object                     Distance      Geod. Az  |
 BB0268|                                                           dddmmss.s |
 BB0268| BB0049 DIKE                                APPROX. 2.8 KM 2390902.0 |
 BB0268|---------------------------------------------------------------------|
 BB0268
 BB0268                          SUPERSEDED SURVEY CONTROL
 BB0268
 BB0268  NAD 83(1986)-  29 32 38.30047(N)    104 19 43.97444(W) AD(       ) 3
 BB0268  NAD 27      -  29 32 37.63771(N)    104 19 42.25075(W) AD(       ) 3
 BB0268  NGVD 29 (07/19/86)  788.0    (m)         2585.     (f) VERT ANG       
 BB0268
 BB0268.Superseded values are not recommended for survey control.
 BB0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0268.See file dsdata.txt to determine how the superseded data were derived.
 BB0268
 BB0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6502268444(NAD 83)
 BB0268_MARKER: DU = BOUNDARY MARKER
 BB0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0268+STABILITY: SURFACE MOTION
 BB0268
 BB0268  HISTORY     - Date     Condition        Report By
 BB0268  HISTORY     - 1973     MONUMENTED       IBWC
 BB0268
 BB0268                          STATION DESCRIPTION
 BB0268
 BB0268'DESCRIBED BY INT BDRY WTR COMM 1973 (RWS)
 BB0268'THE STATION IS LOCATED ABOUT 2.3 MILES EAST-SOUTHEAST OF PRESIDIO ON
 BB0268'TOP OF A SMALL RISE OVERLOOKING THE HIGHWAY.
 BB0268'
 BB0268'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0268'U.S. HIGHWAY 67 S.R. 170 FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO
 BB0268'SOUTHERLY ALONG FARM ROAD 170 FOR 3.25 MILES TO A SMALL RISE JUST
 BB0268'PAST A SWALE AND THE STATION ON THE LEFT JUST ABOVE THE ROAD, 85 FEET
 BB0268'NORTH OF THE CENTER OF FARM ROAD 170, 750 FEET NORTHWEST OF FORT
 BB0268'LEATON.
 BB0268'
 BB0268'THE MARK IS A STANDARD INTERNATIONAL BOUNDARY AND WATER COMMISSION
 BB0268'DISK STAMPED, R.P. NO. 29 A-1.  IT IS SET IN THE TOP OF A 6-INCH
 BB0268'DIAMETER CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0796 ***********************************************************************
 AB0796  DESIGNATION -  RP 302
 AB0796  PID         -  AB0796
 AB0796  STATE/COUNTY-  TX/HIDALGO
 AB0796  USGS QUAD   -  MERCEDES (1983)
 AB0796
 AB0796                         *CURRENT SURVEY CONTROL
 AB0796  ___________________________________________________________________
 AB0796* NAD 83(1986)-  26 07 51.     (N)    097 54 04.     (W)     SCALED    
 AB0796* NAVD 88     -        21.161  (meters)      69.43   (feet)  ADJUSTED  
 AB0796  ___________________________________________________________________
 AB0796  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AB0796  DYNAMIC HT  -          21.127 (meters)      69.31  (feet)  COMP
 AB0796  MODELED GRAV-     979,014.6   (mgal)                       NAVD 88
 AB0796
 AB0796  VERT ORDER  -  SECOND    CLASS 0
 AB0796
 AB0796.The horizontal coordinates were scaled from a topographic map and have
 AB0796.an estimated accuracy of +/- 6 seconds.
 AB0796
 AB0796.The orthometric height was determined by differential leveling
 AB0796.and adjusted by the National Geodetic Survey in June 1991..
 AB0796
 AB0796.The geoid height was determined by GEOID03.
 AB0796
 AB0796.The dynamic height is computed by dividing the NAVD 88
 AB0796.geopotential number by the normal gravity value computed on the
 AB0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0796.degrees latitude (g = 980.6199 gals.).
 AB0796
 AB0796.The modeled gravity was interpolated from observed gravity values.
 AB0796
 AB0796;                    North         East    Units  Estimated Accuracy
 AB0796;SPC TX S     - 5,051,570.      359,890.      MT  (+/- 180 meters Scaled)
 AB0796
 AB0796                          SUPERSEDED SURVEY CONTROL
 AB0796
 AB0796  NGVD 29 (??/??/92)   21.272  (m)           69.79   (f) ADJ UNCH    2 0
 AB0796
 AB0796.Superseded values are not recommended for survey control.
 AB0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0796.See file dsdata.txt to determine how the superseded data were derived.
 AB0796
 AB0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP098906(NAD 83)
 AB0796_MARKER: DD = SURVEY DISK
 AB0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0796_STAMPING: 302.69.62
 AB0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0796+STABILITY: SURFACE MOTION
 AB0796
 AB0796  HISTORY     - Date     Condition        Report By
 AB0796  HISTORY     - UNK      MONUMENTED       IBC
 AB0796  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0796
 AB0796                          STATION DESCRIPTION
 AB0796
 AB0796'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0796'6.4 MI NW FROM SANTA MARIA.
 AB0796'IN HIDALGO COUNTY, 6.4 MILES NORTHWEST ALONG A PAVED COUNTY ROAD FROM
 AB0796'THE JUNCTION OF U.S. HIGHWAY 281 ABOUT 3.3 MILES WEST OF SANTA MARIA,
 AB0796'CAMERON COUNTY, 171 FEET NORTH OF THE NORTHEAST CORNER OF A LONG
 AB0796'WOODEN BRIDGE, AT A LARGE EAST-AND-WEST FLOODWAY LEVEE, 24 FEET EAST
 AB0796'OF THE CENTERLINE OF THE COUNTY ROAD, 10 FEET SOUTH OF THE CENTERLINE
 AB0796'OF THE LEVEE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2
 AB0796'FEET HIGHER THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST
 AB0796'PROJECTING 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0797 ***********************************************************************
 AB0797  DESIGNATION -  RP 303
 AB0797  PID         -  AB0797
 AB0797  STATE/COUNTY-  TX/HIDALGO
 AB0797  USGS QUAD   -  MERCEDES (1983)
 AB0797
 AB0797                         *CURRENT SURVEY CONTROL
 AB0797  ___________________________________________________________________
 AB0797* NAD 83(1986)-  26 07 41.     (N)    097 54 03.     (W)     SCALED    
 AB0797* NAVD 88     -        19.880  (meters)      65.22   (feet)  ADJUSTED  
 AB0797  ___________________________________________________________________
 AB0797  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AB0797  DYNAMIC HT  -          19.847 (meters)      65.11  (feet)  COMP
 AB0797  MODELED GRAV-     979,014.4   (mgal)                       NAVD 88
 AB0797
 AB0797  VERT ORDER  -  SECOND    CLASS 0
 AB0797
 AB0797.The horizontal coordinates were scaled from a topographic map and have
 AB0797.an estimated accuracy of +/- 6 seconds.
 AB0797
 AB0797.The orthometric height was determined by differential leveling
 AB0797.and adjusted by the National Geodetic Survey in June 1991..
 AB0797
 AB0797.The geoid height was determined by GEOID03.
 AB0797
 AB0797.The dynamic height is computed by dividing the NAVD 88
 AB0797.geopotential number by the normal gravity value computed on the
 AB0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0797.degrees latitude (g = 980.6199 gals.).
 AB0797
 AB0797.The modeled gravity was interpolated from observed gravity values.
 AB0797
 AB0797;                    North         East    Units  Estimated Accuracy
 AB0797;SPC TX S     - 5,051,260.      359,920.      MT  (+/- 180 meters Scaled)
 AB0797
 AB0797                          SUPERSEDED SURVEY CONTROL
 AB0797
 AB0797  NGVD 29 (??/??/92)   19.991  (m)           65.59   (f) ADJ UNCH    2 0
 AB0797
 AB0797.Superseded values are not recommended for survey control.
 AB0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0797.See file dsdata.txt to determine how the superseded data were derived.
 AB0797
 AB0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP098903(NAD 83)
 AB0797_MARKER: DD = SURVEY DISK
 AB0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0797_STAMPING: 303
 AB0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0797+STABILITY: SURFACE MOTION
 AB0797
 AB0797  HISTORY     - Date     Condition        Report By
 AB0797  HISTORY     - UNK      MONUMENTED       IBC
 AB0797  HISTORY     - 1951     GOOD             NGS
 AB0797
 AB0797                          STATION DESCRIPTION
 AB0797
 AB0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0797'6.4 MI NW FROM SANTA MARIA.
 AB0797'IN HIDALGO COUNTY, 6.4 MILES NORTHWEST ALONG A PAVED COUNTY ROAD FROM
 AB0797'THE JUNCTION OF U.S. HIGHWAY 281 ABOUT 3.3 MILES WEST OF SANTA MARIA,
 AB0797'CAMERON COUNTY, AT A LARGE EAST-AND-WEST FLOODWAY LEVEE, 0.1 MILE EAST
 AB0797'ALONG THE LEVEE FROM THE PAVED COUNTY ROAD, 60 FEET SOUTH OF THE
 AB0797'CENTERLINE OF THE TOP OF THE LEVEE, 44.8 FEET WEST OF THE NORTHWEST
 AB0797'CORNER OF A LARGE FRAMEHOUSE, IN A CLEARING AROUND THE HOUSE, 2 FEET
 AB0797'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE
 AB0797'TOP OF THE LEVEE.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK,
 AB0797'STAMPED 303 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 AB0797'ABOVE GROUND.  NOTE-- THIS BENCH MARK IS ALSO 2.0 MILES SOUTHEAST OF
 AB0797'THE QUEEN CITY PHARMACY BUILDING AT MERCEDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0064 ***********************************************************************
 BB0064  DESIGNATION -  RP 31
 BB0064  PID         -  BB0064
 BB0064  STATE/COUNTY-  TX/PRESIDIO
 BB0064  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0064
 BB0064                         *CURRENT SURVEY CONTROL
 BB0064  ___________________________________________________________________
 BB0064* NAD 83(1986)-  29 32 10.     (N)    104 18 17.     (W)     SCALED    
 BB0064* NAVD 88     -       781.467  (meters)    2563.86   (feet)  ADJUSTED  
 BB0064  ___________________________________________________________________
 BB0064  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BB0064  DYNAMIC HT  -         780.200 (meters)    2559.71  (feet)  COMP
 BB0064  MODELED GRAV-     978,997.0   (mgal)                       NAVD 88
 BB0064
 BB0064  VERT ORDER  -  FIRST     CLASS II
 BB0064
 BB0064.The horizontal coordinates were scaled from a topographic map and have
 BB0064.an estimated accuracy of +/- 6 seconds.
 BB0064
 BB0064.The orthometric height was determined by differential leveling
 BB0064.and adjusted by the National Geodetic Survey in June 1991..
 BB0064.WARNING-Repeat measurements at this control monument indicate possible
 BB0064.vertical movement.
 BB0064
 BB0064.The geoid height was determined by GEOID03.
 BB0064
 BB0064.The dynamic height is computed by dividing the NAVD 88
 BB0064.geopotential number by the normal gravity value computed on the
 BB0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0064.degrees latitude (g = 980.6199 gals.).
 BB0064
 BB0064.The modeled gravity was interpolated from observed gravity values.
 BB0064
 BB0064;                    North         East    Units  Estimated Accuracy
 BB0064;SPC TXSC     - 4,200,370.       86,050.      MT  (+/- 180 meters Scaled)
 BB0064
 BB0064                          SUPERSEDED SURVEY CONTROL
 BB0064
 BB0064  NGVD 29 (??/??/92)  781.076  (m)         2562.58   (f) ADJ UNCH    1 2
 BB0064
 BB0064.Superseded values are not recommended for survey control.
 BB0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0064.See file dsdata.txt to determine how the superseded data were derived.
 BB0064
 BB0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN673675(NAD 83)
 BB0064_MARKER: Z = SEE DESCRIPTION
 BB0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0064+STABILITY: SURFACE MOTION
 BB0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BB0064+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 BB0064
 BB0064  HISTORY     - Date     Condition        Report By
 BB0064  HISTORY     - UNK      MONUMENTED       IBC
 BB0064  HISTORY     - 1958     GOOD             NGS
 BB0064  HISTORY     - 1973     GOOD             NGS
 BB0064  HISTORY     - 1981     GOOD             NGS
 BB0064  HISTORY     - 20020905 GOOD             JCLS
 BB0064
 BB0064                          STATION DESCRIPTION
 BB0064
 BB0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0064'5.05 MI SE FROM PRESIDIO.
 BB0064'ABOUT 5.05 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0064'PRESIDIO, 109 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AT THE
 BB0064'CREST OF A HILL, 19 FEET WEST OF A POWER POLE, 2 FEET SOUTHEAST OF A
 BB0064'WHITE WOODEN WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD,
 BB0064'AND IN THE TOP OF A CONCRETE POST WITH THE LETTERS RP 31 CHISELED IN
 BB0064'THE TOP OF THE POST WHICH IS PROJECTING 1 FOOT.
 BB0064
 BB0064                          STATION RECOVERY (1973)
 BB0064
 BB0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0064'RECOVERED IN GOOD CONDITION.
 BB0064
 BB0064                          STATION RECOVERY (1981)
 BB0064
 BB0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0064'7.9 KM (4.9 MI) SOUTHEASTERLY ALONG FARM ROAD 710 FROM ITS SOUTH
 BB0064'JUNCTION WITH U.S. HIGHWAY 67 IN PRESIDIO, 0.4 KM (0.25 MI) SOUTHEAST
 BB0064'OF A POWERLINE CROSSING, AT A POWERLINE 'T' JUNCTION. 33.2 M. (109.0
 BB0064'FT) NE OF THE CENTERLINE OF THE HIGHWAY, 5.8 M. (19.0 FT) NW OF A
 BB0064'UTILITY POLE, AND 0.8 M. (2.5 FT) SE OF A 4 X 4 INCH WOODEN WITNESS
 BB0064'POST. NOTE: RP 31 IS ETCHED IN THE CONCRETE POST.
 BB0064
 BB0064                          STATION RECOVERY (2002)
 BB0064
 BB0064'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 BB0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0267 ***********************************************************************
 BB0267  DESIGNATION -  RP 31 1
 BB0267  PID         -  BB0267
 BB0267  STATE/COUNTY-  TX/PRESIDIO
 BB0267  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0267
 BB0267                         *CURRENT SURVEY CONTROL
 BB0267  ___________________________________________________________________
 BB0267* NAD 83(1993)-  29 31 43.07758(N)    104 17 44.59834(W)     ADJUSTED  
 BB0267* NAVD 88     -       806.4    (meters)    2646.     (feet)  VERTCON   
 BB0267  ___________________________________________________________________
 BB0267  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 BB0267  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BB0267
 BB0267  HORZ ORDER  -  SECOND
 BB0267
 BB0267.The horizontal coordinates were established by classical geodetic methods
 BB0267.and adjusted by the National Geodetic Survey in February 1996..
 BB0267
 BB0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0267
 BB0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0267
 BB0267.The geoid height was determined by GEOID03.
 BB0267
 BB0267;                    North         East     Units Scale Factor Converg.
 BB0267;SPC TXSC     - 4,199,503.606    86,880.721   MT  0.99986894   -2 35 40.0
 BB0267;SPC TXSC     -13,777,871.41    285,041.17   sFT  0.99986894   -2 35 40.0
 BB0267;UTM  13      - 3,266,762.628   568,245.607   MT  0.99965747   +0 20 49.6
 BB0267
 BB0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0267!SPC TXSC     -   0.99987696  x   0.99986894  =   0.99974591
 BB0267!UTM  13      -   0.99987696  x   0.99965747  =   0.99953447
 BB0267
 BB0267:                Primary Azimuth Mark                     Grid Az
 BB0267:SPC TXSC     -  TXIBWC F                                 252 03 27.6
 BB0267:UTM  13      -  TXIBWC F                                 249 06 58.0
 BB0267
 BB0267|---------------------------------------------------------------------|
 BB0267| PID    Reference Object                     Distance      Geod. Az  |
 BB0267|                                                           dddmmss.s |
 BB0267| BB0062 TXIBWC F                            APPROX. 1.4 KM 2492747.6 |
 BB0267| BB0063 K 1095                              193.266 METERS 28940     |
 BB0267|---------------------------------------------------------------------|
 BB0267
 BB0267                          SUPERSEDED SURVEY CONTROL
 BB0267
 BB0267  NAD 83(1986)-  29 31 43.06917(N)    104 17 44.59423(W) AD(       ) 2
 BB0267  NAD 27      -  29 31 42.40100(N)    104 17 42.87447(W) AD(       ) 2
 BB0267  NGVD 29 (07/19/86)  806.0    (m)         2644.     (f) VERT ANG       
 BB0267
 BB0267.Superseded values are not recommended for survey control.
 BB0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0267.See file dsdata.txt to determine how the superseded data were derived.
 BB0267
 BB0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6824666763(NAD 83)
 BB0267_MARKER: DU = BOUNDARY MARKER
 BB0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0267+STABILITY: SURFACE MOTION
 BB0267
 BB0267  HISTORY     - Date     Condition        Report By
 BB0267  HISTORY     - 1973     MONUMENTED       IBWC
 BB0267
 BB0267                          STATION DESCRIPTION
 BB0267
 BB0267'DESCRIBED BY INT BDRY WTR COMM 1973 (RWS)
 BB0267'THE STATION IS LOCATED ABOUT 5.1 MILES EAST-SOUTHEAST OF PRESIDIO AND
 BB0267'ON TOP OF A LOW RIDGE ABOVE FARM ROAD 170.
 BB0267'
 BB0267'TO REACH THE STATION FROM OLD FORT LEATON, 3.4 MILES SOUTHEAST OF
 BB0267'PRESIDIO, GO SOUTHEAST ALONG FARM ROAD 170 FOR 2.5 MILES TO A RANCH
 BB0267'DIRT SIDE ROAD ON THE LEFT, TURN LEFT AND GO UPHILL ABOUT 100 FEET
 BB0267'TO A GATE PASS THROUGH GATE AND GO NORTH ON DIRT ROAD FOR 0.3 MILE
 BB0267'TO A FORK, TAKE THE RIGHT FORK AND CONTINUE NORTH ON DIRT ROAD FOR
 BB0267'0.1 MILE TO A GATE, PASS THROUGH GATE AND GO NORTH FOR ABOUT 0.3 MILE
 BB0267'TO A CURVE IN THE ROAD TO THE RIGHT, LEAVE DIRT ROAD AND GO
 BB0267'SOUTH ALONG THE TOP OF THE RIDGE ON A DIM TRACK ROAD FOR 0.35 MILE TO
 BB0267'THE STATION ON THE LEFT.
 BB0267'
 BB0267'THE MARK IS A STANDARD INTERNATIONAL BOUNDARY AND WATER COMMISSION
 BB0267'DISK STAMPED, R.P. NO. 31-1.  IT IS 50 FEET EAST OF THE WEST EDGE OF
 BB0267'THE RIDGE, 20 FEET EAST OF THE DIM TRACK ROAD, AND SET IN THE TOP
 BB0267'OF A 6-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 6
 BB0267'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0068 ***********************************************************************
 BB0068  DESIGNATION -  RP 32
 BB0068  PID         -  BB0068
 BB0068  STATE/COUNTY-  TX/PRESIDIO
 BB0068  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0068
 BB0068                         *CURRENT SURVEY CONTROL
 BB0068  ___________________________________________________________________
 BB0068* NAD 83(1986)-  29 31 26.     (N)    104 17 12.     (W)     SCALED    
 BB0068* NAVD 88     -       804.352  (meters)    2638.94   (feet)  ADJUSTED  
 BB0068  ___________________________________________________________________
 BB0068  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BB0068  DYNAMIC HT  -         803.047 (meters)    2634.66  (feet)  COMP
 BB0068  MODELED GRAV-     978,994.1   (mgal)                       NAVD 88
 BB0068
 BB0068  VERT ORDER  -  FIRST     CLASS II
 BB0068
 BB0068.The horizontal coordinates were scaled from a topographic map and have
 BB0068.an estimated accuracy of +/- 6 seconds.
 BB0068
 BB0068.The orthometric height was determined by differential leveling
 BB0068.and adjusted by the National Geodetic Survey in June 1991..
 BB0068
 BB0068.The geoid height was determined by GEOID03.
 BB0068
 BB0068.The dynamic height is computed by dividing the NAVD 88
 BB0068.geopotential number by the normal gravity value computed on the
 BB0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0068.degrees latitude (g = 980.6199 gals.).
 BB0068
 BB0068.The modeled gravity was interpolated from observed gravity values.
 BB0068
 BB0068;                    North         East    Units  Estimated Accuracy
 BB0068;SPC TXSC     - 4,198,940.       87,730.      MT  (+/- 180 meters Scaled)
 BB0068
 BB0068                          SUPERSEDED SURVEY CONTROL
 BB0068
 BB0068  NGVD 29 (??/??/92)  803.969  (m)         2637.69   (f) ADJ UNCH    1 2
 BB0068
 BB0068.Superseded values are not recommended for survey control.
 BB0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0068.See file dsdata.txt to determine how the superseded data were derived.
 BB0068
 BB0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN691662(NAD 83)
 BB0068_MARKER: Z = SEE DESCRIPTION
 BB0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0068_STAMPING: RP 32
 BB0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0068+STABILITY: SURFACE MOTION
 BB0068
 BB0068  HISTORY     - Date     Condition        Report By
 BB0068  HISTORY     - UNK      MONUMENTED       IBC
 BB0068  HISTORY     - 1967     GOOD             NGS
 BB0068  HISTORY     - 1973     GOOD             NGS
 BB0068
 BB0068                          STATION DESCRIPTION
 BB0068
 BB0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BB0068'6.6 MI SE FROM PRESIDIO.
 BB0068'ABOUT 6.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0068'PRESIDIO TO A CONCRETE BRIDGE OVER ALAMITO CREEK, THENCE LEFT AND WEST
 BB0068'THROUGH A WIRE GATE ALONG A GRAVEL TRACK ROAD FOR 0.25 MILES, 27 FEET
 BB0068'SOUTHEAST OF THE CENTERLINE OF A DIM ABANDONED TRACK ROAD, 177 FEET
 BB0068'NORTH OF A ROW OF POWER POLES, AND IN THE TOP OF A CONCRETE POST WITH
 BB0068'THE LETTERS RP 32 CHISELED IN THE TOP AND PROJECTING 1 FOOT.
 BB0068
 BB0068                          STATION RECOVERY (1973)
 BB0068
 BB0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0912 ***********************************************************************
 AB0912  DESIGNATION -  RP 32
 AB0912  PID         -  AB0912
 AB0912  STATE/COUNTY-  TX/CAMERON
 AB0912  USGS QUAD   -  SANTA MARIA (1970)
 AB0912
 AB0912                         *CURRENT SURVEY CONTROL
 AB0912  ___________________________________________________________________
 AB0912* NAD 83(1986)-  26 04 28.     (N)    097 50 17.     (W)     SCALED    
 AB0912* NAVD 88     -        19.779  (meters)      64.89   (feet)  ADJUSTED  
 AB0912  ___________________________________________________________________
 AB0912  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AB0912  DYNAMIC HT  -          19.747 (meters)      64.79  (feet)  COMP
 AB0912  MODELED GRAV-     979,014.6   (mgal)                       NAVD 88
 AB0912
 AB0912  VERT ORDER  -  SECOND    CLASS 0
 AB0912
 AB0912.The horizontal coordinates were scaled from a topographic map and have
 AB0912.an estimated accuracy of +/- 6 seconds.
 AB0912
 AB0912.The orthometric height was determined by differential leveling
 AB0912.and adjusted by the National Geodetic Survey in June 1991..
 AB0912
 AB0912.The geoid height was determined by GEOID03.
 AB0912
 AB0912.The dynamic height is computed by dividing the NAVD 88
 AB0912.geopotential number by the normal gravity value computed on the
 AB0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0912.degrees latitude (g = 980.6199 gals.).
 AB0912
 AB0912.The modeled gravity was interpolated from observed gravity values.
 AB0912
 AB0912;                    North         East    Units  Estimated Accuracy
 AB0912;SPC TX S     - 5,045,350.      366,230.      MT  (+/- 180 meters Scaled)
 AB0912
 AB0912                          SUPERSEDED SURVEY CONTROL
 AB0912
 AB0912  NGVD 29 (??/??/92)   19.887  (m)           65.25   (f) ADJ UNCH    2 0
 AB0912
 AB0912.Superseded values are not recommended for survey control.
 AB0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0912.See file dsdata.txt to determine how the superseded data were derived.
 AB0912
 AB0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP162844(NAD 83)
 AB0912_MARKER: Z = SEE DESCRIPTION
 AB0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0912+STABILITY: SURFACE MOTION
 AB0912
 AB0912  HISTORY     - Date     Condition        Report By
 AB0912  HISTORY     - UNK      MONUMENTED       IBC
 AB0912  HISTORY     - 1942     GOOD             NGS
 AB0912  HISTORY     - 1987     GOOD             USPSQD
 AB0912
 AB0912                          STATION DESCRIPTION
 AB0912
 AB0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0912'1.0 MI W FROM BLUETOWN.
 AB0912'1.0 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF DUKES
 AB0912'HIGHWAY AT BLUETOWN, CAMERON COUNTY, AT AN OLD BRICK CHURCH ON THE
 AB0912'NORTH SIDE OF THE HIGHWAY, 49 FEET NORTH OF THE CENTERLINE OF THE
 AB0912'HIGHWAY, 12.5 FEET EAST OF THE CENTER OF THE SOUTH ENTRANCE DOOR, 8.5
 AB0912'FEET SOUTH OF THE SOUTH WALL OF THE CHURCH, AND LEVEL WITH THE
 AB0912'HIGHWAY.  AN INTERNATIONAL BOUNDARY COMMISSION SQUARE IRON PLATE, SET
 AB0912'IN THE TOP OF A CONCRETE POST (RP 32 IS CAST IN THE TOP OF THE POST)
 AB0912'PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0912
 AB0912                          STATION RECOVERY (1987)
 AB0912
 AB0912'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0873 ***********************************************************************
 AB0873  DESIGNATION -  RP 36
 AB0873  PID         -  AB0873
 AB0873  STATE/COUNTY-  TX/CAMERON
 AB0873  USGS QUAD   -  LA PALOMA (1970)
 AB0873
 AB0873                         *CURRENT SURVEY CONTROL
 AB0873  ___________________________________________________________________
 AB0873* NAD 83(1986)-  26 02 43.     (N)    097 40 09.     (W)     SCALED    
 AB0873* NAVD 88     -        15.259  (meters)      50.06   (feet)  ADJUSTED  
 AB0873  ___________________________________________________________________
 AB0873  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 AB0873  DYNAMIC HT  -          15.234 (meters)      49.98  (feet)  COMP
 AB0873  MODELED GRAV-     979,022.4   (mgal)                       NAVD 88
 AB0873
 AB0873  VERT ORDER  -  SECOND    CLASS 0
 AB0873
 AB0873.The horizontal coordinates were scaled from a topographic map and have
 AB0873.an estimated accuracy of +/- 6 seconds.
 AB0873
 AB0873.The orthometric height was determined by differential leveling
 AB0873.and adjusted by the National Geodetic Survey in June 1991..
 AB0873
 AB0873.The geoid height was determined by GEOID03.
 AB0873
 AB0873.The dynamic height is computed by dividing the NAVD 88
 AB0873.geopotential number by the normal gravity value computed on the
 AB0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0873.degrees latitude (g = 980.6199 gals.).
 AB0873
 AB0873.The modeled gravity was interpolated from observed gravity values.
 AB0873
 AB0873;                    North         East    Units  Estimated Accuracy
 AB0873;SPC TX S     - 5,042,220.      383,150.      MT  (+/- 180 meters Scaled)
 AB0873
 AB0873                          SUPERSEDED SURVEY CONTROL
 AB0873
 AB0873  NGVD 29 (??/??/92)   15.360  (m)           50.39   (f) ADJ UNCH    2 0
 AB0873
 AB0873.Superseded values are not recommended for survey control.
 AB0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0873.See file dsdata.txt to determine how the superseded data were derived.
 AB0873
 AB0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP331813(NAD 83)
 AB0873_MARKER: Z = SEE DESCRIPTION
 AB0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0873+STABILITY: SURFACE MOTION
 AB0873
 AB0873  HISTORY     - Date     Condition        Report By
 AB0873  HISTORY     - UNK      MONUMENTED       IBC
 AB0873  HISTORY     - 1942     GOOD             NGS
 AB0873
 AB0873                          STATION DESCRIPTION
 AB0873
 AB0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0873'0.4 MI S FROM LA PALOMA.
 AB0873'0.3 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT LA PALOMA,
 AB0873'CAMERON COUNTY, TO THE JUNCTION OF U.S. HIGHWAY 281 AND A CONCRETE
 AB0873'COUNTY ROAD LEADING NORTHEAST, THENCE 0.1 MILE NORTHEAST ALONG THE
 AB0873'CONCRETE COUNTY ROAD.  47.7 FEET NORTHWEST OF THE CENTERLINE OF THE
 AB0873'COUNTY ROAD, 35 FEET NORTHWEST OF THE NORTHWEST END OF A 3- BY 3-FOOT
 AB0873'CONCRETE CULVERT, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND
 AB0873'LEVEL WITH THE COUNTY ROAD.  AN INTERNATIONAL BOUNDARY COMMISSION
 AB0873'SQUARE IRON PLATE, SET IN THE TOP OF A CONCRETE POST (RP 36 IS CAST IN
 AB0873'THE TOP OF THE CONCRETE POST) PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0626 ***********************************************************************
 AE0626  DESIGNATION -  RP 4
 AE0626  PID         -  AE0626
 AE0626  STATE/COUNTY-  TX/STARR
 AE0626  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0626
 AE0626                         *CURRENT SURVEY CONTROL
 AE0626  ___________________________________________________________________
 AE0626* NAD 83(1986)-  26 22 17.     (N)    098 51 10.     (W)     SCALED    
 AE0626* NAVD 88     -        52.418  (meters)     171.97   (feet)  POSTED    
 AE0626  ___________________________________________________________________
 AE0626  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AE0626  DYNAMIC HT  -          52.330 (meters)     171.69  (feet)  COMP
 AE0626  MODELED GRAV-     978,998.1   (mgal)                       NAVD 88
 AE0626
 AE0626  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0626
 AE0626.The horizontal coordinates were scaled from a topographic map and have
 AE0626.an estimated accuracy of +/- 6 seconds.
 AE0626
 AE0626.The orthometric height was determined by differential leveling
 AE0626.and adjusted by the National Geodetic Survey in 1992..
 AE0626.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0626.rate of 0.0 thru 1.0 mm/km.
 AE0626
 AE0626.The geoid height was determined by GEOID03.
 AE0626
 AE0626.The dynamic height is computed by dividing the NAVD 88
 AE0626.geopotential number by the normal gravity value computed on the
 AE0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0626.degrees latitude (g = 980.6199 gals.).
 AE0626
 AE0626.The modeled gravity was interpolated from observed gravity values.
 AE0626
 AE0626;                    North         East    Units  Estimated Accuracy
 AE0626;SPC TX S     - 5,078,130.      264,790.      MT  (+/- 180 meters Scaled)
 AE0626
 AE0626                          SUPERSEDED SURVEY CONTROL
 AE0626
 AE0626.No superseded survey control is available for this station.
 AE0626
 AE0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ146168(NAD 83)
 AE0626_MARKER: DD = SURVEY DISK
 AE0626_SETTING: 0 = UNSPECIFIED SETTING
 AE0626_STAMPING: I B C 4
 AE0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0626
 AE0626  HISTORY     - Date     Condition        Report By
 AE0626  HISTORY     - UNK      MONUMENTED       IBC
 AE0626  HISTORY     - 1956     MARK NOT FOUND   NGS
 AE0626
 AE0626                          STATION DESCRIPTION
 AE0626
 AE0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0626'2.5 MI W FROM RIO GRANDE CITY.
 AE0626'NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0736 ***********************************************************************
 AB0736  DESIGNATION -  RP 404
 AB0736  PID         -  AB0736
 AB0736  STATE/COUNTY-  TX/HIDALGO
 AB0736  USGS QUAD   -  MERCEDES (1983)
 AB0736
 AB0736                         *CURRENT SURVEY CONTROL
 AB0736  ___________________________________________________________________
 AB0736* NAD 83(1986)-  26 12 25.     (N)    097 54 37.     (W)     SCALED    
 AB0736* NAVD 88     -        19.279  (meters)      63.25   (feet)  ADJUSTED  
 AB0736  ___________________________________________________________________
 AB0736  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AB0736  DYNAMIC HT  -          19.248 (meters)      63.15  (feet)  COMP
 AB0736  MODELED GRAV-     979,021.0   (mgal)                       NAVD 88
 AB0736
 AB0736  VERT ORDER  -  SECOND    CLASS 0
 AB0736
 AB0736.The horizontal coordinates were scaled from a topographic map and have
 AB0736.an estimated accuracy of +/- 6 seconds.
 AB0736
 AB0736.The orthometric height was determined by differential leveling
 AB0736.and adjusted by the National Geodetic Survey in June 1991..
 AB0736
 AB0736.The geoid height was determined by GEOID03.
 AB0736
 AB0736.The dynamic height is computed by dividing the NAVD 88
 AB0736.geopotential number by the normal gravity value computed on the
 AB0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0736.degrees latitude (g = 980.6199 gals.).
 AB0736
 AB0736.The modeled gravity was interpolated from observed gravity values.
 AB0736
 AB0736;                    North         East    Units  Estimated Accuracy
 AB0736;SPC TX S     - 5,060,000.      358,940.      MT  (+/- 180 meters Scaled)
 AB0736
 AB0736                          SUPERSEDED SURVEY CONTROL
 AB0736
 AB0736  NGVD 29 (??/??/92)   19.395  (m)           63.63   (f) ADJ UNCH    2 0
 AB0736
 AB0736.Superseded values are not recommended for survey control.
 AB0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0736.See file dsdata.txt to determine how the superseded data were derived.
 AB0736
 AB0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP088990(NAD 83)
 AB0736_MARKER: DD = SURVEY DISK
 AB0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0736_STAMPING: 404 63.40
 AB0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0736+STABILITY: SURFACE MOTION
 AB0736
 AB0736  HISTORY     - Date     Condition        Report By
 AB0736  HISTORY     - UNK      MONUMENTED       IBC
 AB0736  HISTORY     - 1942     GOOD             NGS
 AB0736
 AB0736                          STATION DESCRIPTION
 AB0736
 AB0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0736'4.0 MI N FROM MERCEDES.
 AB0736'4.0 MILES NORTH ALONG THE BASE LINE ROAD FROM THE JUNCTION OF U.S.
 AB0736'HIGHWAY 83 AT MERCEDES, HIDALGO COUNTY, ABOUT 192 FEET NORTH OF THE
 AB0736'TOP OF THE NORTH LEVEE OF A FLOODWAY, 33.4 FEET SOUTH OF THE CENTER
 AB0736'LINE OF A DIRT ROAD LEADING EAST THROUGH A FIELD, 96.5 FEET EAST OF
 AB0736'THE CENTER LINE OF THE MAIN ROAD, 8.6 FEET SOUTH OF A RIGHT-OF-WAY
 AB0736'FENCE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 AB0736'LOWER THAN THE MAIN ROAD.  AN INTERNATIONAL BOUNDARY COMMISSION
 AB0736'STANDARD DISK, STAMPED 404 63.40 AND SET IN THE TOP OF A CONCRETE POST
 AB0736'PROJECTING ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0114 ***********************************************************************
 AB0114  DESIGNATION -  RP 46 A
 AB0114  PID         -  AB0114
 AB0114  STATE/COUNTY-  TX/CAMERON
 AB0114  USGS QUAD   -  SOUTHMOST (1955)
 AB0114
 AB0114                         *CURRENT SURVEY CONTROL
 AB0114  ___________________________________________________________________
 AB0114* NAD 83(1986)-  25 52 30.     (N)    097 26 39.     (W)     SCALED    
 AB0114* NAVD 88     -         9.629  (meters)      31.59   (feet)  ADJUSTED  
 AB0114  ___________________________________________________________________
 AB0114  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 AB0114  DYNAMIC HT  -           9.613 (meters)      31.54  (feet)  COMP
 AB0114  MODELED GRAV-     979,029.6   (mgal)                       NAVD 88
 AB0114
 AB0114  VERT ORDER  -  SECOND    CLASS 0
 AB0114
 AB0114.The horizontal coordinates were scaled from a topographic map and have
 AB0114.an estimated accuracy of +/- 6 seconds.
 AB0114
 AB0114.The orthometric height was determined by differential leveling
 AB0114.and adjusted by the National Geodetic Survey in June 1991..
 AB0114
 AB0114.The geoid height was determined by GEOID03.
 AB0114
 AB0114.The dynamic height is computed by dividing the NAVD 88
 AB0114.geopotential number by the normal gravity value computed on the
 AB0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0114.degrees latitude (g = 980.6199 gals.).
 AB0114
 AB0114.The modeled gravity was interpolated from observed gravity values.
 AB0114
 AB0114;                    North         East    Units  Estimated Accuracy
 AB0114;SPC TX S     - 5,023,530.      405,830.      MT  (+/- 180 meters Scaled)
 AB0114
 AB0114                          SUPERSEDED SURVEY CONTROL
 AB0114
 AB0114  NGVD 29 (??/??/92)    9.719  (m)           31.89   (f) ADJ UNCH    2 0
 AB0114
 AB0114.Superseded values are not recommended for survey control.
 AB0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0114.See file dsdata.txt to determine how the superseded data were derived.
 AB0114
 AB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP558627(NAD 83)
 AB0114_MARKER: DD = SURVEY DISK
 AB0114_SETTING: 0 = UNSPECIFIED SETTING
 AB0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0114
 AB0114  HISTORY     - Date     Condition        Report By
 AB0114  HISTORY     - UNK      MONUMENTED       IBC
 AB0114  HISTORY     - 1950     GOOD             NGS
 AB0114
 AB0114                          STATION DESCRIPTION
 AB0114
 AB0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0114'4.5 MI SE FROM BROWNSVILLE.
 AB0114'TO REACH FROM THE INTERSECTION OF E 14TH STREET AND EAST TYLER STREET
 AB0114'IN BROWNSVILLE, PROCEED E. ON EAST TYLER STREET 1.6 MILES TO A ROAD
 AB0114'CROSSING THE LEVEE, CONTINUE SE. ON ROAD ON TOP OF THE LEVEE 2.0 MILES
 AB0114'TO THE END OF ROAD ON THE LEVEE AND ABANDONED RAILROAD, CONTINUE SE.
 AB0114'ON ABANDONED RAILROAD 500 FT. TO A ROAD INTERSECTION, TURN E. 0.2 MILE
 AB0114'TO A PRIVATE ROAD S, TURN S. ON PRIVATE ROAD 0.2 MILE TO ABANDONED
 AB0114'RAILROAD AND LARGE WHITE BRICK HOUSE TO W. AND SITE OF BENCH MARK.
 AB0114'STATION IS IN THE YARD AROUND A LARGE BRICK HOUSE BELONGING TO THE
 AB0114'ENGLISH FARMS, IT IS APPROX 0.7 MILE NW ALONG ABANDONED RAILROAD FROM
 AB0114'PAVED ROAD TO SOUTH POINT, 135 FT. SW. OF CENTERLINE OF RAILROAD, 30
 AB0114'FT. SE. OF BRICK GARAGE, 27 FT. NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0118 ***********************************************************************
 AB0118  DESIGNATION -  RP 47
 AB0118  PID         -  AB0118
 AB0118  STATE/COUNTY-  TX/CAMERON
 AB0118  USGS QUAD   -  SOUTHMOST (1955)
 AB0118
 AB0118                         *CURRENT SURVEY CONTROL
 AB0118  ___________________________________________________________________
 AB0118* NAD 83(1986)-  25 51 08.     (N)    097 25 01.     (W)     SCALED    
 AB0118* NAVD 88     -         8.840  (meters)      29.00   (feet)  ADJUSTED  
 AB0118  ___________________________________________________________________
 AB0118  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 AB0118  DYNAMIC HT  -           8.826 (meters)      28.96  (feet)  COMP
 AB0118  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 AB0118
 AB0118  VERT ORDER  -  SECOND    CLASS 0
 AB0118
 AB0118.The horizontal coordinates were scaled from a topographic map and have
 AB0118.an estimated accuracy of +/- 6 seconds.
 AB0118
 AB0118.The orthometric height was determined by differential leveling
 AB0118.and adjusted by the National Geodetic Survey in June 1991..
 AB0118
 AB0118.The geoid height was determined by GEOID03.
 AB0118
 AB0118.The dynamic height is computed by dividing the NAVD 88
 AB0118.geopotential number by the normal gravity value computed on the
 AB0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0118.degrees latitude (g = 980.6199 gals.).
 AB0118
 AB0118.The modeled gravity was interpolated from observed gravity values.
 AB0118
 AB0118;                    North         East    Units  Estimated Accuracy
 AB0118;SPC TX S     - 5,021,030.      408,580.      MT  (+/- 180 meters Scaled)
 AB0118
 AB0118                          SUPERSEDED SURVEY CONTROL
 AB0118
 AB0118  NGVD 29 (??/??/92)    8.931  (m)           29.30   (f) ADJ UNCH    2 0
 AB0118
 AB0118.Superseded values are not recommended for survey control.
 AB0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0118.See file dsdata.txt to determine how the superseded data were derived.
 AB0118
 AB0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP586602(NAD 83)
 AB0118_MARKER: DD = SURVEY DISK
 AB0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0118_SP_SET: MONUMENT
 AB0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0118
 AB0118  HISTORY     - Date     Condition        Report By
 AB0118  HISTORY     - UNK      MONUMENTED       IBC
 AB0118  HISTORY     - 1950     GOOD             NGS
 AB0118
 AB0118                          STATION DESCRIPTION
 AB0118
 AB0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0118'7.0 MI SE FROM BROWNSVILLE.
 AB0118'FROM THE N. END OF THE GATEWAY BRIDGE IN BROWNSVILLE, GO NE. ON STATE
 AB0118'HIGHWAY 4 (E 14TH STREET) FOR 1.4 MILES TO INTERSECTION OF SOUTHMOST
 AB0118'ROAD, TURN SE. (RIGHT) ON SOUTHMOST ROAD 6.1 MILES TO A T ROAD SW.,
 AB0118'TURN SW. (RIGHT) 0.95 MILE TO THE FRANK RABB HOUSE (A LARGE 2 STORY
 AB0118'BRICK HOUSE) AND BENCH MARK.  BENCH MARK IS ON THE FRONT LAWN OF THE
 AB0118'HOUSE, 142.0 FT. E. OF THE NE. CORNER OF THE HOUSE, 30 FT. W. OF THE
 AB0118'ROAD, 7 FT. W. OF THE EASTERNMOST OF THREE PALMETTOES IN AN E-W LINE.
 AB0118'AN IBC MARKER SET IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 AB0118'PROJECTING 0.7 FT.  THE DESIGNATION RP 47 IS CAST IN THE TOP OF THE
 AB0118'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0076 ***********************************************************************
 AB0076  DESIGNATION -  RP 54
 AB0076  PID         -  AB0076
 AB0076  STATE/COUNTY-  TX/CAMERON
 AB0076  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0076
 AB0076                         *CURRENT SURVEY CONTROL
 AB0076  ___________________________________________________________________
 AB0076* NAD 83(1993)-  25 57 55.65827(N)    097 12 01.90524(W)     ADJUSTED  
 AB0076* NAVD 88     -         1.864  (meters)       6.12   (feet)  ADJUSTED  
 AB0076  ___________________________________________________________________
 AB0076  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AB0076  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 AB0076  DYNAMIC HT  -           1.861 (meters)       6.11  (feet)  COMP
 AB0076  MODELED GRAV-     979,061.1   (mgal)                       NAVD 88
 AB0076
 AB0076  HORZ ORDER  -  SECOND
 AB0076  VERT ORDER  -  SECOND    CLASS 0
 AB0076
 AB0076.The horizontal coordinates were established by classical geodetic methods
 AB0076.and adjusted by the National Geodetic Survey in February 1996..
 AB0076
 AB0076.The orthometric height was determined by differential leveling
 AB0076.and adjusted by the National Geodetic Survey in June 1991..
 AB0076
 AB0076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0076
 AB0076.The geoid height was determined by GEOID03.
 AB0076
 AB0076.The dynamic height is computed by dividing the NAVD 88
 AB0076.geopotential number by the normal gravity value computed on the
 AB0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0076.degrees latitude (g = 980.6199 gals.).
 AB0076
 AB0076.The modeled gravity was interpolated from observed gravity values.
 AB0076
 AB0076;                    North         East     Units Scale Factor Converg.
 AB0076;SPC TX S     - 5,033,775.557   430,143.152   MT  1.00005677   +0 35 23.9
 AB0076;SPC TX S     -16,514,978.64  1,411,227.99   sFT  1.00005677   +0 35 23.9
 AB0076;UTM  14      - 2,873,097.755   680,157.858   MT  1.00000077   +0 47 17.1
 AB0076
 AB0076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0076!SPC TX S     -   1.00000305  x   1.00005677  =   1.00005982
 AB0076!UTM  14      -   1.00000305  x   1.00000077  =   1.00000382
 AB0076
 AB0076|---------------------------------------------------------------------|
 AB0076| PID    Reference Object                     Distance      Geod. Az  |
 AB0076|                                                           dddmmss.s |
 AB0076| CV3394 RP 54 RM 2                           19.711 METERS 00925     |
 AB0076| AB0376 DEL MAR                             APPROX. 7.0 KM 0423026.2 |
 AB0076| CV3393 RP 54 RM 1                           17.700 METERS 26342     |
 AB0076|---------------------------------------------------------------------|
 AB0076
 AB0076                          SUPERSEDED SURVEY CONTROL
 AB0076
 AB0076  NAD 83(1986)-  25 57 55.67341(N)    097 12 01.85637(W) AD(       ) 2
 AB0076  NAD 27      -  25 57 54.37580(N)    097 12 00.95657(W) AD(       ) 2
 AB0076  NGVD 29 (??/??/92)    1.962  (m)            6.44   (f) ADJ UNCH    2 0
 AB0076
 AB0076.Superseded values are not recommended for survey control.
 AB0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0076.See file dsdata.txt to determine how the superseded data were derived.
 AB0076
 AB0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8015873098(NAD 83)
 AB0076_MARKER: DD = SURVEY DISK
 AB0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0076+STABILITY: SURFACE MOTION
 AB0076
 AB0076  HISTORY     - Date     Condition        Report By
 AB0076  HISTORY     - 1939     MONUMENTED       IBC
 AB0076  HISTORY     - 1942     GOOD             NGS
 AB0076  HISTORY     - 1949     GOOD             CGS
 AB0076  HISTORY     - 1949     GOOD             NGS
 AB0076  HISTORY     - 1970     GOOD             NGS
 AB0076  HISTORY     - 1979     GOOD             NGS
 AB0076
 AB0076                          STATION DESCRIPTION
 AB0076
 AB0076'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (PLB)
 AB0076'THIS INTERSECTION STATION FOUND IN GOOD CONDITION.  IT IS
 AB0076'LOCATED IN CAMERON COUNTY, ABOUT 17.0 MILES E OF BROWNSVILLE.
 AB0076'
 AB0076'THE STATION IS STAMPED R.P. 54 (I.B.C.) (INTERNATIONAL BOUNDARY
 AB0076'COMMISSION) C DE L.  IT IS A MASS OF CONCRETE 12 INCHES
 AB0076'IN DIAMETER, PROJECTING 18 INCHES ABOVE THE GROUND.  A METAL
 AB0076'SQUARE IS SET IN THE TOP OF THE CONCRETE POST.
 AB0076'
 AB0076'TO REACH FROM BROWNSVILLE GO E ON TEXAS STATE HIGHWAY 4
 AB0076'TO THE RIFLE RANGE ENTRANCE ON THE LEFT, FROM HERE CONTINUE
 AB0076'ON HIGHWAY FOR 1.2 MILES.  TURN RIGHT ON DIRT ROAD AND
 AB0076'CONTINUE E ALONG DIKE 0.3 MILE, TAKE LEFT FORK AND FOLLOW
 AB0076'MAIN-TRAVELED ROAD E 0.5 MILE TO THE STATION ON THE LEFT.
 AB0076
 AB0076                          STATION RECOVERY (1942)
 AB0076
 AB0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AB0076'20.5 MI NE FROM BROWNSVILLE.
 AB0076'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0076'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0076'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLEGUARD, CONTINUE
 AB0076'ON STATE HIGHWAY NUMBER 4, GO 10.4 MILES TO THE ARMY RIFLE RANGE,
 AB0076'CONTINUE ON THE HIGHWAY 1.5 MILES TO A CONCRETE CULVERT.  TURN
 AB0076'SOUTHEASTERLY (RIGHT) ONTO TRACK ROAD AT THE CULVERT AND GO 0.5 MILE
 AB0076'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE SOUTHEAST OF
 AB0076'STATE HIGHWAY NUMBER 4.  12 FEET NORTH OF THE CENTERLINE OF THE TRACK
 AB0076'ROAD.  3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST.  AND IS A
 AB0076'CONCRETE POST PROJECTING ABOUT 0.8 FOOT WITH SQUARE METAL PLATE IN THE
 AB0076'TOP AND RP 54 CAST IN THE CONCRETE.
 AB0076
 AB0076                          STATION RECOVERY (1949)
 AB0076
 AB0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB0076'STATION RECOVERED IN GOOD CONDITION.  1939 DESCRIPTION ADEQUATE
 AB0076'WITH THE FOLLOWING ADDITIONS--
 AB0076'
 AB0076'1.  AFTER RIFLE RANGE ADD ABANDONED.
 AB0076'
 AB0076'2.  AFTER ENTRANCE ON THE LEFT ADD ABOUT 16.0 MILES E OF
 AB0076'INTERSECTION OF STATE HIGHWAYS 4 AND 48.
 AB0076
 AB0076                          STATION RECOVERY (1949)
 AB0076
 AB0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0076'RECOVERED IN GOOD CONDITION.
 AB0076
 AB0076                          STATION RECOVERY (1970)
 AB0076
 AB0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (AH)
 AB0076'THE STATION WAS RECOVERED AS DESCRIBED BY I.B.C, IN 1939
 AB0076'THE MARK IS IN GOOD CONDITION AND 2 REFERENCE MARKS WERE
 AB0076'ESTABLISHED AT THIS TIME.
 AB0076'
 AB0076'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AB0076'
 AB0076'THE STATION IS LOCATED ABOUT 17.5 MILES EAST OF BROWNSVILLE,
 AB0076'3.0 MILES WEST OF THE BEACH, 0.5 MILE EAST OF A HORSE SHOE
 AB0076'CURVE IN THE RIO GRAND RIVER, 0.5 MILE SOUTH OF STATE HIGHWAY
 AB0076'4 AND IN THE CENTER OF A TRIANGLE FORMED BY 3 IRON PIPES
 AB0076'THAT ARE FILLED WITH CONCRETE AND PROJECT 2.5 FOOT ABOVE
 AB0076'THE GROUND SURFACE.
 AB0076'
 AB0076'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 AB0076'4 AND 48 IN THE NORTHEAST SECTION OF BROWNSVILLE, GO EAST
 AB0076'ON STATE HIGHWAY 4 FOR 17 MILES TO A SIDE ROAD RIGHT, TURN
 AB0076'RIGHT SOUTH ON DIRT ROAD FOR 0.45 MILE TO A CROSSROAD THAT
 AB0076'IS ABOUT 200 FEET EAST OF THE RIVER, TURN LEFT EAST ON TRACK
 AB0076'ROAD FOR 0.35 MILE TO THE END OF THE ROAD AND STATION.
 AB0076'
 AB0076'THE STATION MARK IS A US INTERNATIONAL BOUNDARY AND WATER
 AB0076'COMMISSION 4 INCH SQUARE IRON PLATE WITH A CROSS IN THE CENTER
 AB0076'AND HAS NO STAMPING.  IT IS SET IN THE TOP OF A 1 FOOT SQUARE
 AB0076'CONCRETE POST THAT PROJECTS 18 INCH ABOVE THE GROUND SURFACE.
 AB0076'IT IS 2.3 FEET NORTH OF A WITNESS POST WITH SIGN.
 AB0076'
 AB0076'REFERENCE MARK 1, IS A STANDARD DISK STAMPED RP 54 NO 1
 AB0076'1970, IT IS AFFIXED TO THE TOP OF A COPPER ROD THAT IS SET
 AB0076'IN A 3 INCH SEWER PIPE THAT PROJECTS 10 INCHES ABOVE THE
 AB0076'GROUND SURFACE.  IT IS 17 FEET NORTH OF THE APPROXIMATE
 AB0076'CENTER OF THE TRACK ROAD AND 53 FEET WEST OF THE WITNESS
 AB0076'POST.
 AB0076'
 AB0076'REFERENCE MARK 2, IS A STANDARD DISK STAMPED RP 54 1970,
 AB0076'IT IS AFFIXED TO THE TOP OF A COPPER PIPE THAT IS SET IN
 AB0076'A 3 INCH SEWER PIPE THAT PROJECTS 14 INCHES ABOVE THE GROUND
 AB0076'SURFACE.  IT IS 65.6 NORTH OF THE WITNESS POST AND 57 FEET
 AB0076'NORTH OF THE END OF THE ROAD.
 AB0076
 AB0076                          STATION RECOVERY (1979)
 AB0076
 AB0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB0076'STATION NOT OCCUPIED.
 AB0076'
 AB0076'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 AB0076'AS DESCRIBED BY A. K. H. IN 1970.
 AB0076'
 AB0076'THE TO REACH IS ADEQUATE.
 AB0076'
 AB0076'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 17 MILES EAST
 AB0076'OF BROWNSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0671 ***********************************************************************
 AE0671  DESIGNATION -  RP 7
 AE0671  PID         -  AE0671
 AE0671  STATE/COUNTY-  TX/STARR
 AE0671  USGS QUAD   -  LA GRULLA (1965)
 AE0671
 AE0671                         *CURRENT SURVEY CONTROL
 AE0671  ___________________________________________________________________
 AE0671* NAD 83(1986)-  26 18 56.     (N)    098 41 39.     (W)     SCALED    
 AE0671* NAVD 88     -        45.955  (meters)     150.77   (feet)  ADJUSTED  
 AE0671  ___________________________________________________________________
 AE0671  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AE0671  DYNAMIC HT  -          45.879 (meters)     150.52  (feet)  COMP
 AE0671  MODELED GRAV-     978,989.4   (mgal)                       NAVD 88
 AE0671
 AE0671  VERT ORDER  -  FIRST     CLASS II
 AE0671
 AE0671.The horizontal coordinates were scaled from a topographic map and have
 AE0671.an estimated accuracy of +/- 6 seconds.
 AE0671
 AE0671.The orthometric height was determined by differential leveling
 AE0671.and adjusted by the National Geodetic Survey in June 1991..
 AE0671
 AE0671.The geoid height was determined by GEOID03.
 AE0671
 AE0671.The dynamic height is computed by dividing the NAVD 88
 AE0671.geopotential number by the normal gravity value computed on the
 AE0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0671.degrees latitude (g = 980.6199 gals.).
 AE0671
 AE0671.The modeled gravity was interpolated from observed gravity values.
 AE0671
 AE0671;                    North         East    Units  Estimated Accuracy
 AE0671;SPC TX S     - 5,071,910.      280,610.      MT  (+/- 180 meters Scaled)
 AE0671
 AE0671                          SUPERSEDED SURVEY CONTROL
 AE0671
 AE0671.No superseded survey control is available for this station.
 AE0671
 AE0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ305106(NAD 83)
 AE0671_MARKER: DD = SURVEY DISK
 AE0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0671_SP_SET: BUIDLING
 AE0671_STAMPING: R P 7
 AE0671_MARK LOGO: IBWC  
 AE0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0671
 AE0671  HISTORY     - Date     Condition        Report By
 AE0671  HISTORY     - UNK      MONUMENTED       IBWC
 AE0671  HISTORY     - 1942     GOOD             NGS
 AE0671  HISTORY     - 1943     GOOD             USGS
 AE0671  HISTORY     - 1981     GOOD             NGS
 AE0671
 AE0671                          STATION DESCRIPTION
 AE0671
 AE0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0671'IN GARCIASVILLE.
 AE0671'BENCH MARK IS IN THE NORTHEAST CORNER OF THE MEXICAN CATHOLIC CHURCH
 AE0671'AT GARCIASVILLE.  IT IS 15.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT
 AE0671'ABOVE THE CENTERLINE OF A DIRT STREET, 5.4 FEET NORTHEAST OF THE
 AE0671'NORTHEAST CORNER OF THE BRICK CHURCH BUILDING.  MONUMENT IS 2.5 FEET
 AE0671'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.8 FOOT
 AE0671'ABOVE THE GROUND.
 AE0671
 AE0671                          STATION RECOVERY (1943)
 AE0671
 AE0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0671'BENCH MARK IS ABOUT 0.2 MILE SOUTH OF THE MAIN INTERSECTION OF
 AE0671'STREETS AT GARCIASVILLE, IN THE YARD AROUND THE CATHOLIC CHURCH, 5.5
 AE0671'FEET NORTHEAST OF THE NORTHEAST CORNER OF CHURCH BUILDING, 15.0 FEET
 AE0671'SOUTHWEST OF THE CENTERLINE OF A DIRT STREET AND 2.5 FEET SOUTHEAST
 AE0671'OF A 4X4-INCH WOODEN MARKER POST. AN INTERNATIONAL BOUNDARY
 AE0671'COMMISSION IRON PLATE SET IN THE TOP OF A CONCRETE POST. THE LETTERS
 AE0671'"R" P" "7" ARE CAST IN THE TOP OF THE CONCRETE MONUMENT.
 AE0671
 AE0671                          STATION RECOVERY (1981)
 AE0671
 AE0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0671'17.6 KM (10.95 MI) EAST ALONG U.S. HIGHWAY 83 EASTBOUND FROM THE
 AE0671'JUNCTION OF FARM ROAD 755 NORTH IN RIO GRANDE CITY, THENCE 0.6 KM
 AE0671'(0.4 MI) SOUTH ALONG FARM ROAD 1430, THENCE 0.6 KM (0.4 MI) SOUTH
 AE0671'ALONG A DIRT ROAD, THENCE 0.2 KM (0.15 MI) SOUTH ALONG A DIRT ROAD, AT
 AE0671'THE ABANDONED SAN YGNACIO DELOYOLA CATHOLIC CHURCH, 4.6 METERS
 AE0671'(15.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD, AND 1.7 METERS (5.5 FT)
 AE0671'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, NOTE, ELEVATION HELD
 AE0671'ON THE CENTER OF AN INTERNATIONAL BOUNDARY COMMISSION IRON PLATE
 AE0671'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0207 ***********************************************************************
 BQ0207  DESIGNATION -  RP 7
 BQ0207  PID         -  BQ0207
 BQ0207  STATE/COUNTY-  TX/PRESIDIO
 BQ0207  USGS QUAD   -  PUEBLO NUEVO (1979)
 BQ0207
 BQ0207                         *CURRENT SURVEY CONTROL
 BQ0207  ___________________________________________________________________
 BQ0207* NAD 83(1986)-  30 05 33.     (N)    104 40 56.     (W)     SCALED    
 BQ0207* NAVD 88     -       868.051  (meters)    2847.93   (feet)  POSTED    
 BQ0207  ___________________________________________________________________
 BQ0207  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 BQ0207  DYNAMIC HT  -         866.650 (meters)    2843.33  (feet)  COMP
 BQ0207  MODELED GRAV-     979,002.7   (mgal)                       NAVD 88
 BQ0207
 BQ0207  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0207
 BQ0207.The horizontal coordinates were scaled from a topographic map and have
 BQ0207.an estimated accuracy of +/- 6 seconds.
 BQ0207
 BQ0207.The orthometric height was determined by differential leveling
 BQ0207.and adjusted by the National Geodetic Survey in 1992..
 BQ0207.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0207.rate of 1.1 thru 2.0 mm/km.
 BQ0207
 BQ0207.The geoid height was determined by GEOID03.
 BQ0207
 BQ0207.The dynamic height is computed by dividing the NAVD 88
 BQ0207.geopotential number by the normal gravity value computed on the
 BQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0207.degrees latitude (g = 980.6199 gals.).
 BQ0207
 BQ0207.The modeled gravity was interpolated from observed gravity values.
 BQ0207
 BQ0207;                    North         East    Units  Estimated Accuracy
 BQ0207;SPC TXSC     - 4,263,690.       52,500.      MT  (+/- 180 meters Scaled)
 BQ0207
 BQ0207                          SUPERSEDED SURVEY CONTROL
 BQ0207
 BQ0207  NGVD 29 (??/??/92)  867.581  (m)         2846.39   (f) ADJ UNCH    2 0
 BQ0207
 BQ0207.Superseded values are not recommended for survey control.
 BQ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0207.See file dsdata.txt to determine how the superseded data were derived.
 BQ0207
 BQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP306290(NAD 83)
 BQ0207_MARKER: DB = BENCH MARK DISK
 BQ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0207+STABILITY: SURFACE MOTION
 BQ0207
 BQ0207  HISTORY     - Date     Condition        Report By
 BQ0207  HISTORY     - UNK      MONUMENTED       IBC
 BQ0207  HISTORY     - 1943     GOOD             NGS
 BQ0207
 BQ0207                          STATION DESCRIPTION
 BQ0207
 BQ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BQ0207'3.5 MI SE FROM CANDELARIA.
 BQ0207'THIS MARK IS 3.5 MILES SOUTHEAST ALONG DIRT ROAD TO RUIDOSA FROM THE
 BQ0207'SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 200.0 FEET SOUTH OF THE
 BQ0207'SOUTH EDGE OF EL MUERTO ARROYO, 79.0 FEET WEST OF THE CENTERLINE OF
 BQ0207'THE ROAD, PROJECTING 18-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0749 ***********************************************************************
 AE0749  DESIGNATION -  RP 9
 AE0749  PID         -  AE0749
 AE0749  STATE/COUNTY-  TX/STARR
 AE0749  USGS QUAD   -  EL SAUZ (1993)
 AE0749
 AE0749                         *CURRENT SURVEY CONTROL
 AE0749  ___________________________________________________________________
 AE0749* NAD 83(1986)-  26 34 04.     (N)    098 52 28.     (W)     SCALED    
 AE0749* NAVD 88     -        87.025  (meters)     285.51   (feet)  ADJUSTED  
 AE0749  ___________________________________________________________________
 AE0749  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AE0749  DYNAMIC HT  -          86.882 (meters)     285.05  (feet)  COMP
 AE0749  MODELED GRAV-     979,008.5   (mgal)                       NAVD 88
 AE0749
 AE0749  VERT ORDER  -  SECOND    CLASS 0
 AE0749
 AE0749.The horizontal coordinates were scaled from a topographic map and have
 AE0749.an estimated accuracy of +/- 6 seconds.
 AE0749
 AE0749.The orthometric height was determined by differential leveling
 AE0749.and adjusted by the National Geodetic Survey in June 1991..
 AE0749
 AE0749.The geoid height was determined by GEOID03.
 AE0749
 AE0749.The dynamic height is computed by dividing the NAVD 88
 AE0749.geopotential number by the normal gravity value computed on the
 AE0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0749.degrees latitude (g = 980.6199 gals.).
 AE0749
 AE0749.The modeled gravity was interpolated from observed gravity values.
 AE0749
 AE0749;                    North         East    Units  Estimated Accuracy
 AE0749;SPC TX S     - 5,099,890.      262,700.      MT  (+/- 180 meters Scaled)
 AE0749
 AE0749                          SUPERSEDED SURVEY CONTROL
 AE0749
 AE0749  NGVD 29 (??/??/92)   87.082  (m)          285.70   (f) ADJ UNCH    2 0
 AE0749
 AE0749.Superseded values are not recommended for survey control.
 AE0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0749.See file dsdata.txt to determine how the superseded data were derived.
 AE0749
 AE0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ125385(NAD 83)
 AE0749_MARKER: DD = SURVEY DISK
 AE0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0749_STAMPING: 9 285.77
 AE0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0749+STABILITY: SURFACE MOTION
 AE0749
 AE0749  HISTORY     - Date     Condition        Report By
 AE0749  HISTORY     - UNK      MONUMENTED       IBC
 AE0749  HISTORY     - 1942     GOOD             NGS
 AE0749
 AE0749                          STATION DESCRIPTION
 AE0749
 AE0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0749'14.7 MI NW FROM RIO GRANDE CITY.
 AE0749'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0749'CITY, PROCEED 0.9 MILE WEST ALONG U.S. HIGHWAY NO.83 TO THE
 AE0749'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 13.8 MILES
 AE0749'NORTHWESTERLY ALONG A GRAVEL AND DIRT ROAD TO THE INTERSECTION OF A
 AE0749'GRAVEL ROAD RUNNING NORTHEAST AND SOUTHWEST, AND SITE OF BENCH MARK.
 AE0749'BENCH MARK IS 0.05 MILE SOUTH OF THE CENTERLINE OF INTERSECTON. IT IS
 AE0749'ABOUT 71.0 YARDS SOUTHEAST OF THE CENTERLINE OF GRAVEL ROAD RUNNING
 AE0749'NORTHEAST AND SOUTHWEST, 75.0 FEET WEST OF THE SOUTHWEST CORNER OF A
 AE0749'SMALL MEXICAN HOUSE ON THE EAST SIDE OF DIRT ROAD. IT IS 39.0 FEET
 AE0749'WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF DIRT ROAD. MONUMENT
 AE0749'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0805 ***********************************************************************
 AB0805  DESIGNATION -  RP A 309
 AB0805  PID         -  AB0805
 AB0805  STATE/COUNTY-  TX/CAMERON
 AB0805  USGS QUAD   -  LA FERIA (1970)
 AB0805
 AB0805                         *CURRENT SURVEY CONTROL
 AB0805  ___________________________________________________________________
 AB0805* NAD 83(1986)-  26 07 35.     (N)    097 49 25.     (W)     SCALED    
 AB0805* NAVD 88     -        15.228  (meters)      49.96   (feet)  ADJUSTED  
 AB0805  ___________________________________________________________________
 AB0805  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AB0805  DYNAMIC HT  -          15.203 (meters)      49.88  (feet)  COMP
 AB0805  MODELED GRAV-     979,020.2   (mgal)                       NAVD 88
 AB0805
 AB0805  VERT ORDER  -  SECOND    CLASS 0
 AB0805
 AB0805.The horizontal coordinates were scaled from a topographic map and have
 AB0805.an estimated accuracy of +/- 6 seconds.
 AB0805
 AB0805.The orthometric height was determined by differential leveling
 AB0805.and adjusted by the National Geodetic Survey in June 1991..
 AB0805
 AB0805.The geoid height was determined by GEOID03.
 AB0805
 AB0805.The dynamic height is computed by dividing the NAVD 88
 AB0805.geopotential number by the normal gravity value computed on the
 AB0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0805.degrees latitude (g = 980.6199 gals.).
 AB0805
 AB0805.The modeled gravity was interpolated from observed gravity values.
 AB0805
 AB0805;                    North         East    Units  Estimated Accuracy
 AB0805;SPC TX S     - 5,051,120.      367,650.      MT  (+/- 180 meters Scaled)
 AB0805
 AB0805                          SUPERSEDED SURVEY CONTROL
 AB0805
 AB0805  NGVD 29 (??/??/92)   15.342  (m)           50.33   (f) ADJ UNCH    2 0
 AB0805
 AB0805.Superseded values are not recommended for survey control.
 AB0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0805.See file dsdata.txt to determine how the superseded data were derived.
 AB0805
 AB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176902(NAD 83)
 AB0805_MARKER: DD = SURVEY DISK
 AB0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0805_STAMPING: A 309
 AB0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0805+STABILITY: SURFACE MOTION
 AB0805
 AB0805  HISTORY     - Date     Condition        Report By
 AB0805  HISTORY     - UNK      MONUMENTED       IBC
 AB0805  HISTORY     - 1942     GOOD             NGS
 AB0805  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0805
 AB0805                          STATION DESCRIPTION
 AB0805
 AB0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0805'3.5 MI N FROM BLUETOWN.
 AB0805'3.5 MILES NORTH ALONG DUKES HIGHWAY FROM THE INTERSECTION OF U.S.
 AB0805'HIGHWAY 281 AT BLUETOWN, CAMERON COUNTY, 0.2 MILE SOUTH OF A LARGE
 AB0805'STEEL BRIDGE OVER ARROYO COLORADO, 30 FEET WEST OF THE CENTERLINE OF
 AB0805'THE HIGHWAY, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A
 AB0805'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 AB0805'AN INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK, STAMPED A 309 AND
 AB0805'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE GROUND.
 AB0805
 AB0805                          STATION RECOVERY (1987)
 AB0805
 AB0805'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0560 ***********************************************************************
 AB0560  DESIGNATION -  RP A 428
 AB0560  PID         -  AB0560
 AB0560  STATE/COUNTY-  TX/WILLACY
 AB0560  USGS QUAD   -  WILLAMAR SW (1983)
 AB0560
 AB0560                         *CURRENT SURVEY CONTROL
 AB0560  ___________________________________________________________________
 AB0560* NAD 83(1986)-  26 19 29.     (N)    097 39 46.     (W)     SCALED    
 AB0560* NAVD 88     -         9.526  (meters)      31.25   (feet)  ADJUSTED  
 AB0560  ___________________________________________________________________
 AB0560  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AB0560  DYNAMIC HT  -           9.511 (meters)      31.20  (feet)  COMP
 AB0560  MODELED GRAV-     979,046.2   (mgal)                       NAVD 88
 AB0560
 AB0560  VERT ORDER  -  FIRST     CLASS II
 AB0560
 AB0560.The horizontal coordinates were scaled from a topographic map and have
 AB0560.an estimated accuracy of +/- 6 seconds.
 AB0560
 AB0560.The orthometric height was determined by differential leveling
 AB0560.and adjusted by the National Geodetic Survey in June 1991..
 AB0560
 AB0560.The geoid height was determined by GEOID03.
 AB0560
 AB0560.The dynamic height is computed by dividing the NAVD 88
 AB0560.geopotential number by the normal gravity value computed on the
 AB0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0560.degrees latitude (g = 980.6199 gals.).
 AB0560
 AB0560.The modeled gravity was interpolated from observed gravity values.
 AB0560
 AB0560;                    North         East    Units  Estimated Accuracy
 AB0560;SPC TX S     - 5,073,190.      383,590.      MT  (+/- 180 meters Scaled)
 AB0560
 AB0560                          SUPERSEDED SURVEY CONTROL
 AB0560
 AB0560  NGVD 29 (??/??/92)    9.595  (m)           31.48   (f) ADJ UNCH    1 2
 AB0560
 AB0560.Superseded values are not recommended for survey control.
 AB0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0560.See file dsdata.txt to determine how the superseded data were derived.
 AB0560
 AB0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ334123(NAD 83)
 AB0560_MARKER: DB = BENCH MARK DISK
 AB0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0560_STAMPING: A 428 BM NO.1
 AB0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0560+STABILITY: SURFACE MOTION
 AB0560
 AB0560  HISTORY     - Date     Condition        Report By
 AB0560  HISTORY     - UNK      MONUMENTED       IBC
 AB0560  HISTORY     - 1942     GOOD             NGS
 AB0560  HISTORY     - 1951     GOOD             NGS
 AB0560
 AB0560                          STATION DESCRIPTION
 AB0560
 AB0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0560'8.4 MI E FROM SEBASTIAN.
 AB0560'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SEBASTIAN,
 AB0560'PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 96, GO 0.4 MILE TO THE
 AB0560'WILLACY-CAMERON COUNTY LINE.  TURN EASTERLY (LEFT) ONTO COUNTY LINE
 AB0560'ROAD, GO 6.6 MILES TO THE SOUTH LEVEE ALONG THE FLOODWAY.  TURN
 AB0560'NORTHEASTERLY (LEFT) ONTO ROAD ON LEVEE AND GO 1.4 MILES TO SITE OF
 AB0560'BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF LEVEE MILE POST
 AB0560'NUMBER 13-14.  ABOUT 0.1 MILE WEST OF THE INTERSECTION OF A TRACK ROAD
 AB0560'LEADING SOUTH.  50 FEET SOUTH OF AND ABOUT 6.0 FEET BELOW THE
 AB0560'CENTERLINE OF THE ROAD ON THE LEVEE.  AN I.B.C. DISK, STAMPED A 428 BM
 AB0560'MO. 1 AND SET IN A CONCRETE POST PROJECTING ABOUT 1.5 FEET.
 AB0560
 AB0560                          STATION RECOVERY (1951)
 AB0560
 AB0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0886 ***********************************************************************
 AB0886  DESIGNATION -  RP B 136
 AB0886  PID         -  AB0886
 AB0886  STATE/COUNTY-  TX/CAMERON
 AB0886  USGS QUAD   -  LA PALOMA (1970)
 AB0886
 AB0886                         *CURRENT SURVEY CONTROL
 AB0886  ___________________________________________________________________
 AB0886* NAD 83(1986)-  26 02 40.     (N)    097 42 29.     (W)     SCALED    
 AB0886* NAVD 88     -        16.413  (meters)      53.85   (feet)  ADJUSTED  
 AB0886  ___________________________________________________________________
 AB0886  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AB0886  DYNAMIC HT  -          16.386 (meters)      53.76  (feet)  COMP
 AB0886  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 AB0886
 AB0886  VERT ORDER  -  SECOND    CLASS 0
 AB0886
 AB0886.The horizontal coordinates were scaled from a topographic map and have
 AB0886.an estimated accuracy of +/- 6 seconds.
 AB0886
 AB0886.The orthometric height was determined by differential leveling
 AB0886.and adjusted by the National Geodetic Survey in June 1991..
 AB0886
 AB0886.The geoid height was determined by GEOID03.
 AB0886
 AB0886.The dynamic height is computed by dividing the NAVD 88
 AB0886.geopotential number by the normal gravity value computed on the
 AB0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0886.degrees latitude (g = 980.6199 gals.).
 AB0886
 AB0886.The modeled gravity was interpolated from observed gravity values.
 AB0886
 AB0886;                    North         East    Units  Estimated Accuracy
 AB0886;SPC TX S     - 5,042,110.      379,260.      MT  (+/- 180 meters Scaled)
 AB0886
 AB0886                          SUPERSEDED SURVEY CONTROL
 AB0886
 AB0886  NGVD 29 (??/??/92)   16.516  (m)           54.19   (f) ADJ UNCH    2 0
 AB0886
 AB0886.Superseded values are not recommended for survey control.
 AB0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0886.See file dsdata.txt to determine how the superseded data were derived.
 AB0886
 AB0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP292812(NAD 83)
 AB0886_MARKER: DD = SURVEY DISK
 AB0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0886_STAMPING: B 136
 AB0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0886+STABILITY: SURFACE MOTION
 AB0886
 AB0886  HISTORY     - Date     Condition        Report By
 AB0886  HISTORY     - UNK      MONUMENTED       IBC
 AB0886  HISTORY     - 1942     GOOD             NGS
 AB0886
 AB0886                          STATION DESCRIPTION
 AB0886
 AB0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0886'0.8 MI W FROM LANDRUM.
 AB0886'0.8 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0886'LANDRUM, CAMERON COUNTY, AT THE HOME OF FRANCISCO G. LONGORIA IN 1942,
 AB0886'100 FEET SOUTHEAST OF REA CO-OP POLE NO. 15V77, 42 YARDS SOUTH OF THE
 AB0886'CENTERLINE OF THE HIGHWAY, 10.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AB0886'OF THE SMALL FRAMEHOUSE, AND LEVEL WITH THE HIGHWAY. AN INTERNATIONAL
 AB0886'BOUNDARY COMMISSION STANDARD DISK, STAMPED B 136 AND SET IN THE TOP OF
 AB0886'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0804 ***********************************************************************
 AB0804  DESIGNATION -  RP B 308
 AB0804  PID         -  AB0804
 AB0804  STATE/COUNTY-  TX/CAMERON
 AB0804  USGS QUAD   -  LA FERIA (1970)
 AB0804
 AB0804                         *CURRENT SURVEY CONTROL
 AB0804  ___________________________________________________________________
 AB0804* NAD 83(1986)-  26 07 43.     (N)    097 49 25.     (W)     SCALED    
 AB0804* NAVD 88     -        18.237  (meters)      59.83   (feet)  ADJUSTED  
 AB0804  ___________________________________________________________________
 AB0804  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AB0804  DYNAMIC HT  -          18.207 (meters)      59.73  (feet)  COMP
 AB0804  MODELED GRAV-     979,020.4   (mgal)                       NAVD 88
 AB0804
 AB0804  VERT ORDER  -  SECOND    CLASS 0
 AB0804
 AB0804.The horizontal coordinates were scaled from a topographic map and have
 AB0804.an estimated accuracy of +/- 6 seconds.
 AB0804
 AB0804.The orthometric height was determined by differential leveling
 AB0804.and adjusted by the National Geodetic Survey in June 1991..
 AB0804
 AB0804.The geoid height was determined by GEOID03.
 AB0804
 AB0804.The dynamic height is computed by dividing the NAVD 88
 AB0804.geopotential number by the normal gravity value computed on the
 AB0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0804.degrees latitude (g = 980.6199 gals.).
 AB0804
 AB0804.The modeled gravity was interpolated from observed gravity values.
 AB0804
 AB0804;                    North         East    Units  Estimated Accuracy
 AB0804;SPC TX S     - 5,051,360.      367,650.      MT  (+/- 180 meters Scaled)
 AB0804
 AB0804                          SUPERSEDED SURVEY CONTROL
 AB0804
 AB0804  NGVD 29 (??/??/92)   18.350  (m)           60.20   (f) ADJ UNCH    2 0
 AB0804
 AB0804.Superseded values are not recommended for survey control.
 AB0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0804.See file dsdata.txt to determine how the superseded data were derived.
 AB0804
 AB0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176904(NAD 83)
 AB0804_MARKER: DD = SURVEY DISK
 AB0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0804_SP_SET: BRIDGE
 AB0804_STAMPING: B 308
 AB0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0804
 AB0804  HISTORY     - Date     Condition        Report By
 AB0804  HISTORY     - UNK      MONUMENTED       IBC
 AB0804  HISTORY     - 1942     GOOD             NGS
 AB0804  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0804
 AB0804                          STATION DESCRIPTION
 AB0804
 AB0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0804'3.7 MI N FROM BLUETOWN.
 AB0804'3.7 MILES NORTH ALONG DUKES HIGHWAY FROM THE INTERSECTION OF U.S.
 AB0804'HIGHWAY 281 AT BLUETOWN, CAMERON COUNTY, AT A LARGE STEEL BRIDGE OVER
 AB0804'ARROYO COLORADO, IN THE CONCRETE PAVEMENT, 71.9 FEET SOUTH OF THE
 AB0804'SOUTHEAST END OF THE BRIDGE, 7 FEET EAST OF THE CENTERLINE OF THE
 AB0804'HIGHWAY, 1 FOOT WEST OF THE EAST EDGE OF THE PAVEMENT, AND LEVEL WITH
 AB0804'THE HIGHWAY.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK,
 AB0804'STAMPED B 308.
 AB0804
 AB0804                          STATION RECOVERY (1987)
 AB0804
 AB0804'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0287 ***********************************************************************
 AE0287  DESIGNATION -  RP BANCO
 AE0287  PID         -  AE0287
 AE0287  STATE/COUNTY-  TX/HIDALGO
 AE0287  USGS QUAD   -  MISSION (1983)
 AE0287
 AE0287                         *CURRENT SURVEY CONTROL
 AE0287  ___________________________________________________________________
 AE0287* NAD 83(1986)-  26 08 05.     (N)    098 17 51.     (W)     SCALED    
 AE0287* NAVD 88     -        32.196  (meters)     105.63   (feet)  POSTED    
 AE0287  ___________________________________________________________________
 AE0287  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE0287  DYNAMIC HT  -          32.140 (meters)     105.45  (feet)  COMP
 AE0287  MODELED GRAV-     978,979.4   (mgal)                       NAVD 88
 AE0287
 AE0287  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0287
 AE0287.The horizontal coordinates were scaled from a topographic map and have
 AE0287.an estimated accuracy of +/- 6 seconds.
 AE0287
 AE0287.The orthometric height was determined by differential leveling
 AE0287.and adjusted by the National Geodetic Survey in 1992..
 AE0287.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0287.rate of 1.1 thru 2.0 mm/km.
 AE0287
 AE0287.The geoid height was determined by GEOID03.
 AE0287
 AE0287.The dynamic height is computed by dividing the NAVD 88
 AE0287.geopotential number by the normal gravity value computed on the
 AE0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0287.degrees latitude (g = 980.6199 gals.).
 AE0287
 AE0287.The modeled gravity was interpolated from observed gravity values.
 AE0287
 AE0287;                    North         East    Units  Estimated Accuracy
 AE0287;SPC TX S     - 5,051,880.      320,250.      MT  (+/- 180 meters Scaled)
 AE0287
 AE0287                          SUPERSEDED SURVEY CONTROL
 AE0287
 AE0287  NGVD 29 (??/??/92)   32.296  (m)          105.96   (f) ADJ UNCH    2 0
 AE0287
 AE0287.Superseded values are not recommended for survey control.
 AE0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0287.See file dsdata.txt to determine how the superseded data were derived.
 AE0287
 AE0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP702907(NAD 83)
 AE0287_MARKER: Z = SEE DESCRIPTION
 AE0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0287+STABILITY: SURFACE MOTION
 AE0287
 AE0287  HISTORY     - Date     Condition        Report By
 AE0287  HISTORY     - UNK      MONUMENTED       IBC
 AE0287  HISTORY     - 1942     GOOD             NGS
 AE0287
 AE0287                          STATION DESCRIPTION
 AE0287
 AE0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0287'IN GRANJENO.
 AE0287'AT GRANJENO, HIDALGO COUNTY, 0.55 MILE EAST ALONG OLD MILITARY ROAD
 AE0287'FROM THE PUBLIC SCHOOL, AT THE BANK OF RIO GRANDE RIVER, 0.1 MILE EAST
 AE0287'OF THE INTERSECTION OF A DIRT ROAD LEADING NORTH, 15 FEET WEST OF THE
 AE0287'RIVER, TANGENT WITH THE NORTH EDGE OF OLD MILITARY ROAD, AND 2 FEET
 AE0287'NORTH OF A WHITE WOODEN WITNESS POST.  AN INTERNATIONAL BOUNDARY
 AE0287'COMMISSION SQUARE IRON PLATE, SET IN THE TOP OF A CONCRETE POST.
 AE0287'NOTE-- (BANCO IS STAMPED IN THE CONCRETE) PROJECTING 1 FOOT ABOVE
 AE0287'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0635 ***********************************************************************
 AE0635  DESIGNATION -  RP C
 AE0635  PID         -  AE0635
 AE0635  STATE/COUNTY-  TX/STARR
 AE0635  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0635
 AE0635                         *CURRENT SURVEY CONTROL
 AE0635  ___________________________________________________________________
 AE0635* NAD 83(1986)-  26 24 20.     (N)    098 56 28.     (W)     SCALED    
 AE0635* NAVD 88     -        60.038  (meters)     196.97   (feet)  ADJUSTED  
 AE0635  ___________________________________________________________________
 AE0635  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AE0635  DYNAMIC HT  -          59.940 (meters)     196.65  (feet)  COMP
 AE0635  MODELED GRAV-     979,012.0   (mgal)                       NAVD 88
 AE0635
 AE0635  VERT ORDER  -  FIRST     CLASS II
 AE0635
 AE0635.The horizontal coordinates were scaled from a topographic map and have
 AE0635.an estimated accuracy of +/- 6 seconds.
 AE0635
 AE0635.The orthometric height was determined by differential leveling
 AE0635.and adjusted by the National Geodetic Survey in June 1991..
 AE0635
 AE0635.The geoid height was determined by GEOID03.
 AE0635
 AE0635.The dynamic height is computed by dividing the NAVD 88
 AE0635.geopotential number by the normal gravity value computed on the
 AE0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0635.degrees latitude (g = 980.6199 gals.).
 AE0635
 AE0635.The modeled gravity was interpolated from observed gravity values.
 AE0635
 AE0635;                    North         East    Units  Estimated Accuracy
 AE0635;SPC TX S     - 5,081,940.      255,990.      MT  (+/- 180 meters Scaled)
 AE0635
 AE0635                          SUPERSEDED SURVEY CONTROL
 AE0635
 AE0635  NGVD 29 (??/??/92)   60.09   (m)          197.1    (f) COMPUTED    1 2
 AE0635
 AE0635.Superseded values are not recommended for survey control.
 AE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0635.See file dsdata.txt to determine how the superseded data were derived.
 AE0635
 AE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ058205(NAD 83)
 AE0635_MARKER: Z = SEE DESCRIPTION
 AE0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0635_MARK LOGO: IBWC  
 AE0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0635+STABILITY: SURFACE MOTION
 AE0635
 AE0635  HISTORY     - Date     Condition        Report By
 AE0635  HISTORY     - UNK      MONUMENTED       IBWC
 AE0635  HISTORY     - 1956     GOOD             NGS
 AE0635  HISTORY     - 1981     POOR             NGS
 AE0635
 AE0635                          STATION DESCRIPTION
 AE0635
 AE0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0635'4.9 MI E FROM ROMA.
 AE0635'4.55 MILES EAST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE0635'ROMA, THENCE 0.35 MILE SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 224 FEET
 AE0635'WEST OF A JUNCTION WITH FARM ROAD 649, 55 FEET NORTH OF THE CENTER
 AE0635'LINE OF THE OLD HIGHWAY, 12.4 FEET SOUTHEAST OF THE NORTHEAST CORNER
 AE0635'OF THE GARCENO SCHOOL BUS STATION, 2 FEET WEST OF A 4 INCH IRON PIPE,
 AE0635'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 AE0635'GROUND.  THE LETTERS I B C C D E L ARE CAST IN THE PLATE AND THE
 AE0635'LETTERS R P C ARE CUT IN THE CONCRETE POST.
 AE0635
 AE0635                          STATION RECOVERY (1981)
 AE0635
 AE0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0635'RECOVERED THIS DATE.  FOUND PROJECTING 1.5 FT AND LEANING TO THE
 AE0635'NORTH, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0642 ***********************************************************************
 AE0642  DESIGNATION -  RP D
 AE0642  PID         -  AE0642
 AE0642  STATE/COUNTY-  TX/STARR
 AE0642  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0642
 AE0642                         *CURRENT SURVEY CONTROL
 AE0642  ___________________________________________________________________
 AE0642* NAD 83(1986)-  26 24 00.     (N)    098 59 33.     (W)     SCALED    
 AE0642* NAVD 88     -        57.044  (meters)     187.15   (feet)  ADJUSTED  
 AE0642  ___________________________________________________________________
 AE0642  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AE0642  DYNAMIC HT  -          56.951 (meters)     186.85  (feet)  COMP
 AE0642  MODELED GRAV-     979,027.0   (mgal)                       NAVD 88
 AE0642
 AE0642  VERT ORDER  -  FIRST     CLASS II
 AE0642
 AE0642.The horizontal coordinates were scaled from a topographic map and have
 AE0642.an estimated accuracy of +/- 6 seconds.
 AE0642
 AE0642.The orthometric height was determined by differential leveling
 AE0642.and adjusted by the National Geodetic Survey in June 1991..
 AE0642
 AE0642.The geoid height was determined by GEOID03.
 AE0642
 AE0642.The dynamic height is computed by dividing the NAVD 88
 AE0642.geopotential number by the normal gravity value computed on the
 AE0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0642.degrees latitude (g = 980.6199 gals.).
 AE0642
 AE0642.The modeled gravity was interpolated from observed gravity values.
 AE0642
 AE0642;                    North         East    Units  Estimated Accuracy
 AE0642;SPC TX S     - 5,081,340.      250,860.      MT  (+/- 180 meters Scaled)
 AE0642
 AE0642                          SUPERSEDED SURVEY CONTROL
 AE0642
 AE0642  NGVD 29 (??/??/92)   57.09   (m)          187.3    (f) COMPUTED    1 2
 AE0642
 AE0642.Superseded values are not recommended for survey control.
 AE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0642.See file dsdata.txt to determine how the superseded data were derived.
 AE0642
 AE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ007199(NAD 83)
 AE0642_MARKER: Z = SEE DESCRIPTION
 AE0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0642+STABILITY: SURFACE MOTION
 AE0642
 AE0642  HISTORY     - Date     Condition        Report By
 AE0642  HISTORY     - UNK      MONUMENTED       IBWC
 AE0642  HISTORY     - 1956     GOOD             NGS
 AE0642  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0642
 AE0642                          STATION DESCRIPTION
 AE0642
 AE0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0642'2.05 MI E FROM ROMA.
 AE0642'1.8 MILES EAST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT ROMA,
 AE0642'THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.05 MILE EAST
 AE0642'ALONG A DIRT ROAD, 124 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD,
 AE0642'120 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD BRICK HOUSE, 134
 AE0642'FEET NORTHEAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST
 AE0642'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  THE LETTERS I B C AND C D E
 AE0642'L ARE CAST IN THE PLATE.
 AE0642
 AE0642                          STATION RECOVERY (1981)
 AE0642
 AE0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0642'MARK NOT RECOVERED THIS DATE.  A LARGE CONCRETE MONUMENT WAS FOUND IN
 AE0642'AREA LYING ON TOP OF GROUND, NO IRON PLATE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1616 ***********************************************************************
 AE1616  DESIGNATION -  RP D1
 AE1616  PID         -  AE1616
 AE1616  STATE/COUNTY-  TX/STARR
 AE1616  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1616
 AE1616                         *CURRENT SURVEY CONTROL
 AE1616  ___________________________________________________________________
 AE1616* NAD 83(1993)-  26 24 01.32182(N)    098 59 14.29349(W)     ADJUSTED  
 AE1616* NAVD 88     -        56.92   (+/-2cm)     186.7    (feet)  VERTCON   
 AE1616  ___________________________________________________________________
 AE1616  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 AE1616  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AE1616
 AE1616  HORZ ORDER  -  SECOND
 AE1616  VERT ORDER  -  THIRD ? (See Below)
 AE1616
 AE1616.The horizontal coordinates were established by classical geodetic methods
 AE1616.and adjusted by the National Geodetic Survey in February 1996..
 AE1616
 AE1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1616.The vertical order pertains to the NGVD 29 superseded value.
 AE1616
 AE1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1616
 AE1616.The geoid height was determined by GEOID03.
 AE1616
 AE1616;                    North         East     Units Scale Factor Converg.
 AE1616;SPC TX S     - 5,081,382.948   251,381.409   MT  0.99994936   -0 13 16.5
 AE1616;SPC TX S     -16,671,170.56    824,740.51   sFT  0.99994936   -0 13 16.5
 AE1616;UTM  14      - 2,920,023.266   501,266.273   MT  0.99960002   +0 00 20.3
 AE1616
 AE1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1616!SPC TX S     -   0.99999469  x   0.99994936  =   0.99994405
 AE1616!UTM  14      -   0.99999469  x   0.99960002  =   0.99959472
 AE1616
 AE1616                          SUPERSEDED SURVEY CONTROL
 AE1616
 AE1616  NAD 83(1986)-  26 24 01.32195(N)    098 59 14.25318(W) AD(       ) 2
 AE1616  NAD 27      -  26 24 00.09137(N)    098 59 13.14554(W) AD(       ) 2
 AE1616  NGVD 29 (07/19/86)   56.97   (m)          186.9    (f) LEVELING    3  
 AE1616
 AE1616.Superseded values are not recommended for survey control.
 AE1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1616.See file dsdata.txt to determine how the superseded data were derived.
 AE1616
 AE1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ0126620023(NAD 83)
 AE1616_MARKER: DD = SURVEY DISK
 AE1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1616_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1616+STABILITY: SURFACE MOTION
 AE1616
 AE1616  HISTORY     - Date     Condition        Report By
 AE1616  HISTORY     - 1974     MONUMENTED       IBWC
 AE1616
 AE1616                          STATION DESCRIPTION
 AE1616
 AE1616'DESCRIBED BY INT BDRY WTR COMM 1974
 AE1616'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF RIO GRANDE
 AE1616'CITY, 1.5 MILES EAST OF ROMA, 0.5 MILE NORTH OF THE RIO GRANDE
 AE1616'RIVER, 0.35 MILE SOUTH OF U.S. HIGHWAY 83, IN THE FRONT YARD OF
 AE1616'PROPERTY OWNED BY MR. RICHARD LEROY HALL.
 AE1616'
 AE1616'TO REACH THE STATION FROM THE POST OFFICE IN ROMA, GO EASTERLY ON
 AE1616'U.S. HIGHWAY 83 FOR 2.2 MILES TO A CROSSROAD, CONTINUE EAST FOR 0.55
 AE1616'MILE TO A SIDE ROAD RIGHT.  (TO REACH REFERENCE MARK 3, CONTINUE
 AE1616'EAST ON U.S. HIGHWAY 83 FOR 0.05 MILE TO THE MARK ON THE LEFT).
 AE1616'TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 0.35 MILE TO A
 AE1616'CROSSROAD.  TURN LEFT AND GO EAST FOR 0.05 MILE TO A DRIVEWAY
 AE1616'AND THE STATION ON THE LEFT.
 AE1616'
 AE1616'RP D1 (IBWC), WHICH WAS ESTABLISHED BY THE INTERNATIONAL BOUNDARY
 AE1616'AND WATER COMMISSION, IS A BRONZE DISK WITH NO STAMPING SET IN THE
 AE1616'TOP OF A 7X7-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 AE1616'IT IS 15.0 FEET NORTH OF THE CENTER OF THE ROAD, 7.5 FEET
 AE1616'EAST-NORTHEAST OF A POWER LINE POLE AND 3.0 FEET WEST OF A
 AE1616'NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1617 ***********************************************************************
 AE1617  DESIGNATION -  RP D2
 AE1617  PID         -  AE1617
 AE1617  STATE/COUNTY-  TX/STARR
 AE1617  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1617
 AE1617                         *CURRENT SURVEY CONTROL
 AE1617  ___________________________________________________________________
 AE1617* NAD 83(1993)-  26 24 01.12421(N)    098 59 17.25830(W)     ADJUSTED  
 AE1617* NAVD 88     -        56.92   (+/-2cm)     186.7    (feet)  VERTCON   
 AE1617  ___________________________________________________________________
 AE1617  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 AE1617  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AE1617
 AE1617  HORZ ORDER  -  SECOND
 AE1617  VERT ORDER  -  THIRD ? (See Below)
 AE1617
 AE1617.The horizontal coordinates were established by classical geodetic methods
 AE1617.and adjusted by the National Geodetic Survey in February 1996..
 AE1617
 AE1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1617.The vertical order pertains to the NGVD 29 superseded value.
 AE1617
 AE1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1617
 AE1617.The geoid height was determined by GEOID03.
 AE1617
 AE1617;                    North         East     Units Scale Factor Converg.
 AE1617;SPC TX S     - 5,081,377.184   251,299.219   MT  0.99994937   -0 13 17.8
 AE1617;SPC TX S     -16,671,151.64    824,470.85   sFT  0.99994937   -0 13 17.8
 AE1617;UTM  14      - 2,920,017.179   501,184.136   MT  0.99960002   +0 00 19.0
 AE1617
 AE1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1617!SPC TX S     -   0.99999469  x   0.99994937  =   0.99994406
 AE1617!UTM  14      -   0.99999469  x   0.99960002  =   0.99959472
 AE1617
 AE1617                          SUPERSEDED SURVEY CONTROL
 AE1617
 AE1617  NAD 83(1986)-  26 24 01.12435(N)    098 59 17.21797(W) AD(       ) 2
 AE1617  NAD 27      -  26 23 59.89378(N)    098 59 16.11027(W) AD(       ) 2
 AE1617  NGVD 29 (07/19/86)   56.97   (m)          186.9    (f) LEVELING    3  
 AE1617
 AE1617.Superseded values are not recommended for survey control.
 AE1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1617.See file dsdata.txt to determine how the superseded data were derived.
 AE1617
 AE1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ0118420017(NAD 83)
 AE1617_MARKER: DD = SURVEY DISK
 AE1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1617+STABILITY: SURFACE MOTION
 AE1617
 AE1617  HISTORY     - Date     Condition        Report By
 AE1617  HISTORY     - 1974     MONUMENTED       IBWC
 AE1617
 AE1617                          STATION DESCRIPTION
 AE1617
 AE1617'DESCRIBED BY INT BDRY WTR COMM 1974
 AE1617'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF RIO GRANDE
 AE1617'CITY, 1.5 MILES EAST OF ROMA, 0.5 MILE NORTH OF THE RIO GRANDE
 AE1617'RIVER, 0.35 MILE SOUTH OF U.S. HIGHWAY 83, IN THE FRONT YARD OF
 AE1617'PROPERTY OWNED BY MR. RICHARD LEROY HALL.
 AE1617'
 AE1617'TO REACH THE STATION FROM THE POST OFFICE IN ROMA, GO EASTERLY ON
 AE1617'U.S. HIGHWAY 83 FOR 2.2 MILES TO A CROSSROAD, CONTINUE EAST FOR 0.55
 AE1617'MILE TO A SIDE ROAD RIGHT.  (TO REACH REFERENCE MARK 3, CONTINUE
 AE1617'EAST ON U.S. HIGHWAY 83 FOR 0.05 MILE TO THE MARK ON THE LEFT).
 AE1617'TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 0.35 MILE TO A
 AE1617'CROSSROAD.  TURN LEFT AND GO EAST FOR 0.05 MILE TO A DRIVEWAY
 AE1617'AND THE STATION ON THE LEFT.
 AE1617'
 AE1617'RP D2 (IBWC), WHICH WAS ESTABLISHED BY THE INTERNATIONAL BOUNDARY AND
 AE1617'WATER COMMISSION, IS A BRONZE DISK WITH NO STAMPING SET IN THE TOP
 AE1617'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AE1617'GROUND.  IT IS 71.5 FEET WEST OF A METAL WITNESS POST, 25.0 FEET
 AE1617'NORTH OF THE CENTER OF THE ROAD, 2.0 FEET EAST OF A FENCE AND 1.5
 AE1617'FEET EAST OF A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1618 ***********************************************************************
 AE1618  DESIGNATION -  RP D3
 AE1618  PID         -  AE1618
 AE1618  STATE/COUNTY-  TX/STARR
 AE1618  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1618
 AE1618                         *CURRENT SURVEY CONTROL
 AE1618  ___________________________________________________________________
 AE1618* NAD 83(1993)-  26 24 02.63417(N)    098 59 17.49178(W)     ADJUSTED  
 AE1618* NAVD 88     -        56.92   (+/-2cm)     186.7    (feet)  VERTCON   
 AE1618  ___________________________________________________________________
 AE1618  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 AE1618  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AE1618
 AE1618  HORZ ORDER  -  SECOND
 AE1618  VERT ORDER  -  THIRD ? (See Below)
 AE1618
 AE1618.The horizontal coordinates were established by classical geodetic methods
 AE1618.and adjusted by the National Geodetic Survey in February 1996..
 AE1618
 AE1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1618.The vertical order pertains to the NGVD 29 superseded value.
 AE1618
 AE1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1618
 AE1618.The geoid height was determined by GEOID03.
 AE1618
 AE1618;                    North         East     Units Scale Factor Converg.
 AE1618;SPC TX S     - 5,081,423.677   251,292.928   MT  0.99994929   -0 13 17.9
 AE1618;SPC TX S     -16,671,304.18    824,450.21   sFT  0.99994929   -0 13 17.9
 AE1618;UTM  14      - 2,920,063.630   501,177.663   MT  0.99960002   +0 00 18.9
 AE1618
 AE1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1618!SPC TX S     -   0.99999469  x   0.99994929  =   0.99994398
 AE1618!UTM  14      -   0.99999469  x   0.99960002  =   0.99959472
 AE1618
 AE1618                          SUPERSEDED SURVEY CONTROL
 AE1618
 AE1618  NAD 83(1986)-  26 24 02.63430(N)    098 59 17.45145(W) AD(       ) 2
 AE1618  NAD 27      -  26 24 01.40380(N)    098 59 16.34373(W) AD(       ) 2
 AE1618  NGVD 29 (07/19/86)   56.97   (m)          186.9    (f) LEVELING    3  
 AE1618
 AE1618.Superseded values are not recommended for survey control.
 AE1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1618.See file dsdata.txt to determine how the superseded data were derived.
 AE1618
 AE1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ0117820064(NAD 83)
 AE1618_MARKER: I = METAL ROD
 AE1618_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE1618_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AE1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1618
 AE1618  HISTORY     - Date     Condition        Report By
 AE1618  HISTORY     - 1974     MONUMENTED       IBWC
 AE1618
 AE1618                          STATION DESCRIPTION
 AE1618
 AE1618'DESCRIBED BY INT BDRY WTR COMM 1974
 AE1618'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF RIO GRANDE
 AE1618'CITY, 1.5 MILES EAST OF ROMA, 0.5 MILE NORTH OF THE RIO GRANDE
 AE1618'RIVER, 0.35 MILE SOUTH OF U.S. HIGHWAY 83, IN THE FRONT YARD OF
 AE1618'PROPERTY OWNED BY MR. RICHARD LEROY HALL.
 AE1618'
 AE1618'TO REACH THE STATION FROM THE POST OFFICE IN ROMA, GO EASTERLY ON
 AE1618'U.S. HIGHWAY 83 FOR 2.2 MILES TO A CROSSROAD, CONTINUE EAST FOR 0.55
 AE1618'MILE TO A SIDE ROAD RIGHT.  (TO REACH REFERENCE MARK 3, CONTINUE
 AE1618'EAST ON U.S. HIGHWAY 83 FOR 0.05 MILE TO THE MARK ON THE LEFT).
 AE1618'TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 0.35 MILE TO A
 AE1618'CROSSROAD.  TURN LEFT AND GO EAST FOR 0.05 MILE TO A DRIVEWAY
 AE1618'AND THE STATION ON THE LEFT.
 AE1618'
 AE1618'RP D3 (IBWC), WHICH WAS ESTABLISHED BY THE INTERNATIONAL BOUNDARY
 AE1618'AND WATER COMMISSION, IS A 1/2-INCH IRON ROD SET IN THE TOP OF A
 AE1618'IRREGULAR MASS OF CONCRETE THAT PROJECTS 1 INCH.  IT IS 158.0 FEET
 AE1618'NORTH OF A EAST-WEST FENCE AND 2.5 FEET EAST OF A NORTH-SOUTH
 AE1618'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1204 ***********************************************************************
 AE1204  DESIGNATION -  RP E
 AE1204  PID         -  AE1204
 AE1204  STATE/COUNTY-  TX/STARR
 AE1204  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1204
 AE1204                         *CURRENT SURVEY CONTROL
 AE1204  ___________________________________________________________________
 AE1204* NAD 83(1986)-  26 24 22.     (N)    099 01 01.     (W)     SCALED    
 AE1204* NAVD 88     -        68.515  (meters)     224.79   (feet)  ADJUSTED  
 AE1204  ___________________________________________________________________
 AE1204  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1204  DYNAMIC HT  -          68.403 (meters)     224.42  (feet)  COMP
 AE1204  MODELED GRAV-     979,013.3   (mgal)                       NAVD 88
 AE1204
 AE1204  VERT ORDER  -  FIRST     CLASS II
 AE1204
 AE1204.The horizontal coordinates were scaled from a topographic map and have
 AE1204.an estimated accuracy of +/- 6 seconds.
 AE1204
 AE1204.The orthometric height was determined by differential leveling
 AE1204.and adjusted by the National Geodetic Survey in June 1991..
 AE1204.WARNING-Repeat measurements at this control monument indicate possible
 AE1204.vertical movement.
 AE1204
 AE1204.The geoid height was determined by GEOID03.
 AE1204
 AE1204.The dynamic height is computed by dividing the NAVD 88
 AE1204.geopotential number by the normal gravity value computed on the
 AE1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1204.degrees latitude (g = 980.6199 gals.).
 AE1204
 AE1204.The modeled gravity was interpolated from observed gravity values.
 AE1204
 AE1204;                    North         East    Units  Estimated Accuracy
 AE1204;SPC TX S     - 5,082,030.      248,430.      MT  (+/- 180 meters Scaled)
 AE1204
 AE1204                          SUPERSEDED SURVEY CONTROL
 AE1204
 AE1204.No superseded survey control is available for this station.
 AE1204
 AE1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ983206(NAD 83)
 AE1204_MARKER: DD = SURVEY DISK
 AE1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1204_MARK LOGO: IBWC  
 AE1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1204+STABILITY: SURFACE MOTION
 AE1204
 AE1204  HISTORY     - Date     Condition        Report By
 AE1204  HISTORY     - UNK      MONUMENTED       IBWC
 AE1204  HISTORY     - 1956     GOOD             NGS
 AE1204  HISTORY     - 1981     GOOD             NGS
 AE1204
 AE1204                          STATION DESCRIPTION
 AE1204
 AE1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1204'IN ROMA.
 AE1204'AT ROMA, 54.4 FEET NORTHEAST OF AND ACROSS U.S. HIGHWAY 83 FROM THE
 AE1204'CORNER OF A STONE FENCE WHICH IS AROUND THE CATHOLIC CHURCH YARD, 24
 AE1204'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHEAST OF
 AE1204'THE CENTER LINE OF A NORTHEAST AND SOUTHWEST STREET, 7 FEET WEST OF
 AE1204'THE WEST CORNER OF A BRICK BUILDING, 1.3 FEET NORTHWEST OF A WATER
 AE1204'METER, 1.6 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK, IN THE
 AE1204'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  THE
 AE1204'LETTERS I B C AND C D E L ARE CAST IN THE PLATE AND THE LETTERS R P E
 AE1204'ARE CUT IN THE CONCRETE POST.
 AE1204
 AE1204                          STATION RECOVERY (1981)
 AE1204
 AE1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1204'RECOVERED THIS DATE.  NOTE, 1.3 METERS (4.2 FT) NORTHWEST
 AE1204'OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0603 ***********************************************************************
 AE0603  DESIGNATION -  RP3
 AE0603  PID         -  AE0603
 AE0603  STATE/COUNTY-  TX/STARR
 AE0603  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0603
 AE0603                         *CURRENT SURVEY CONTROL
 AE0603  ___________________________________________________________________
 AE0603* NAD 83(1986)-  26 21 46.     (N)    098 47 17.     (W)     SCALED    
 AE0603* NAVD 88     -        49.738  (meters)     163.18   (feet)  POSTED    
 AE0603  ___________________________________________________________________
 AE0603  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AE0603  DYNAMIC HT  -          49.660 (meters)     162.93  (feet)  COMP
 AE0603  MODELED GRAV-     978,996.4   (mgal)                       NAVD 88
 AE0603
 AE0603  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AE0603
 AE0603.The horizontal coordinates were scaled from a topographic map and have
 AE0603.an estimated accuracy of +/- 6 seconds.
 AE0603
 AE0603.The orthometric height was determined by differential leveling
 AE0603.and adjusted by the National Geodetic Survey in 1992..
 AE0603.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AE0603.rate of 3.1 thru 4.0 mm/km.
 AE0603
 AE0603.The geoid height was determined by GEOID03.
 AE0603
 AE0603.The dynamic height is computed by dividing the NAVD 88
 AE0603.geopotential number by the normal gravity value computed on the
 AE0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0603.degrees latitude (g = 980.6199 gals.).
 AE0603
 AE0603.The modeled gravity was interpolated from observed gravity values.
 AE0603
 AE0603;                    North         East    Units  Estimated Accuracy
 AE0603;SPC TX S     - 5,077,160.      271,250.      MT  (+/- 180 meters Scaled)
 AE0603
 AE0603                          SUPERSEDED SURVEY CONTROL
 AE0603
 AE0603  NGVD 29 (??/??/92)   49.79   (m)          163.4    (f) COMPUTED    1 2
 AE0603
 AE0603.Superseded values are not recommended for survey control.
 AE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0603.See file dsdata.txt to determine how the superseded data were derived.
 AE0603
 AE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ211158(NAD 83)
 AE0603_MARKER: Z = SEE DESCRIPTION
 AE0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0603+STABILITY: SURFACE MOTION
 AE0603
 AE0603  HISTORY     - Date     Condition        Report By
 AE0603  HISTORY     - UNK      MONUMENTED       IBC
 AE0603  HISTORY     - 1943     GOOD             NGS
 AE0603  HISTORY     - 1956     MARK NOT FOUND   IBC
 AE0603
 AE0603                          STATION DESCRIPTION
 AE0603
 AE0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0603'2.0 MI SE FROM RIO GRANDE CITY.
 AE0603'BENCH MARK IS ABOUT 2.0 MILES SOUTHEASTERLY ALONG THE MISSOURI PACIFIC
 AE0603'RAILROAD FROM THE STATION AT RIO GRANDE CITY, ABOUT 0.15 MILE NORTH OF
 AE0603'CONCRETE HIGHWAY BRIDGE OVER OLMOS CREEK, ABOUT 0.1 MILE SOUTHEAST OF
 AE0603'THE RAILROAD BRIDGE OVER OLMOS CREEK, AND ABOUT 150.0 FEET SOUTH OF
 AE0603'THE CENTERLINE OF THE TRACKS.  IT IS 15.0 FEET NORTH OF THE SOUTHWEST
 AE0603'CORNER OF A SMALL CULTIVATED FIELD, 3.0 FEET EAST OF NORTH-SOUTH FENCE
 AE0603'LINE, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. AN
 AE0603'INTERNATIONAL BOUNDARY COMMISSION IRON PLATE SET IN CONCRETE POST
 AE0603'PROJECTING  G 1.0 FOOT.  THE LETTERS R P 3 ARE CAST IN THE TOP OF THE
 AE0603'CONCRETE MONUMENT.
 AE0603
 AE0603                          STATION RECOVERY (1956)
 AE0603
 AE0603'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 AE0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1116 ***********************************************************************
 AW1116  DESIGNATION -  RR
 AW1116  PID         -  AW1116
 AW1116  STATE/COUNTY-  TX/HARRIS
 AW1116  USGS QUAD   -  PASADENA (1995)
 AW1116
 AW1116                         *CURRENT SURVEY CONTROL
 AW1116  ___________________________________________________________________
 AW1116* NAD 83(1986)-  29 40 16.     (N)    095 14 33.     (W)     SCALED    
 AW1116* NAVD 88     -         9.245  (meters)      30.33   (feet)  ADJUSTED  
 AW1116  ___________________________________________________________________
 AW1116  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1116  DYNAMIC HT  -           9.232 (meters)      30.29  (feet)  COMP
 AW1116  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 AW1116
 AW1116  VERT ORDER  -  FIRST     CLASS I
 AW1116
 AW1116.The horizontal coordinates were scaled from a topographic map and have
 AW1116.an estimated accuracy of +/- 6 seconds.
 AW1116
 AW1116.The orthometric height was determined by differential leveling
 AW1116.and adjusted by the National Geodetic Survey in June 1991..
 AW1116
 AW1116.The geoid height was determined by GEOID03.
 AW1116
 AW1116.The dynamic height is computed by dividing the NAVD 88
 AW1116.geopotential number by the normal gravity value computed on the
 AW1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1116.degrees latitude (g = 980.6199 gals.).
 AW1116
 AW1116.The modeled gravity was interpolated from observed gravity values.
 AW1116
 AW1116;                    North         East    Units  Estimated Accuracy
 AW1116;SPC TXSC     - 4,209,520.      963,630.      MT  (+/- 180 meters Scaled)
 AW1116
 AW1116                          SUPERSEDED SURVEY CONTROL
 AW1116
 AW1116  NGVD 29 (12/23/87)    9.241  (m)           30.32   (f) ADJUSTED    1 1
 AW1116
 AW1116.Superseded values are not recommended for survey control.
 AW1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1116.See file dsdata.txt to determine how the superseded data were derived.
 AW1116
 AW1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN829844(NAD 83)
 AW1116_MARKER: B = BOLT
 AW1116_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1116_SP_SET: ABUTMENT
 AW1116_MARK LOGO: CGS   
 AW1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1116
 AW1116  HISTORY     - Date     Condition        Report By
 AW1116  HISTORY     - UNK      MONUMENTED       CGS
 AW1116  HISTORY     - 1973     GOOD             NGS
 AW1116  HISTORY     - 1976     GOOD             NGS
 AW1116  HISTORY     - 1976     GOOD             NGS
 AW1116  HISTORY     - 1978     GOOD             NGS
 AW1116  HISTORY     - 1983     POOR             NGS
 AW1116  HISTORY     - 1987     GOOD             USPSQD
 AW1116  HISTORY     - 1987     GOOD             NGS
 AW1116  HISTORY     - 1989     GOOD             USPSQD
 AW1116  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1116  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1116  HISTORY     - 1990     GOOD             USPSQD
 AW1116  HISTORY     - 20000311 GOOD             USPSQD
 AW1116  HISTORY     - 20010331 GOOD             NGS
 AW1116  HISTORY     - 20041125 MARK NOT FOUND   USPSQD
 AW1116
 AW1116                          STATION DESCRIPTION
 AW1116
 AW1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1116'0.7 MI NW FROM SOUTH HOUSTON.
 AW1116'0.7 MILE NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON RAILROAD
 AW1116'FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, 0.05 MILE
 AW1116'NORTHWEST OF THE CROSSING OF WINKLER DRIVE, ABOUT 1-3/4 POLES
 AW1116'NORTHWEST OF MILEPOLE 10/00, IN THE TOP OF THE NORTHEAST END OF THE
 AW1116'NORTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER A CREEK, 5.0
 AW1116'FEET NORTHEAST OF THE NORTHEAST RAIL, 74.3 FEET NORTHEAST OF BENCH
 AW1116'MARK B 640, 2.0 FEET SOUTHWEST OF AN IRON PIPE GUARDRAIL POST, AND
 AW1116'ABOUT LEVEL WITH THE TRACK.  NOTE-- THE CONCRETE ABUTMENT IS CRACKED.
 AW1116
 AW1116                          STATION RECOVERY (1976)
 AW1116
 AW1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1116'RECOVERED IN GOOD CONDITION.
 AW1116
 AW1116                          STATION RECOVERY (1976)
 AW1116
 AW1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1116'RECOVERED IN GOOD CONDITION.
 AW1116
 AW1116                          STATION RECOVERY (1978)
 AW1116
 AW1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1116'RECOVERED IN GOOD CONDITION.
 AW1116
 AW1116                          STATION RECOVERY (1983)
 AW1116
 AW1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1116'HEADWALL FOUND CRACKED, NOT FIT FOR LEVELS.
 AW1116
 AW1116                          STATION RECOVERY (1987)
 AW1116
 AW1116'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1116'RECOVERED IN GOOD CONDITION.
 AW1116
 AW1116                          STATION RECOVERY (1987)
 AW1116
 AW1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1116'RECOVERED IN GOOD CONDITION.
 AW1116
 AW1116                          STATION RECOVERY (1989)
 AW1116
 AW1116'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1116'RECOVERED IN GOOD CONDITION.
 AW1116
 AW1116                          STATION RECOVERY (1989)
 AW1116
 AW1116'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1116'MARK NOT FOUND.
 AW1116
 AW1116                          STATION RECOVERY (1989)
 AW1116
 AW1116'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1116'MARK NOT FOUND.
 AW1116
 AW1116                          STATION RECOVERY (1990)
 AW1116
 AW1116'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1116'RECOVERED IN GOOD CONDITION.
 AW1116
 AW1116                          STATION RECOVERY (2000)
 AW1116
 AW1116'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1116'RECOVERED IN GOOD CONDITION.
 AW1116
 AW1116                          STATION RECOVERY (2001)
 AW1116
 AW1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1116'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1116
 AW1116                          STATION RECOVERY (2004)
 AW1116
 AW1116'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0053 ***********************************************************************
 FL0053  DESIGNATION -  RR 43
 FL0053  PID         -  FL0053
 FL0053  STATE/COUNTY-  TX/WHEELER
 FL0053  USGS QUAD   -  ALLISON SW (1963)
 FL0053
 FL0053                         *CURRENT SURVEY CONTROL
 FL0053  ___________________________________________________________________
 FL0053* NAD 83(1986)-  35 36 17.     (N)    100 13 42.     (W)     SCALED    
 FL0053* NAVD 88     -       809.298  (meters)    2655.17   (feet)  ADJUSTED  
 FL0053  ___________________________________________________________________
 FL0053  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FL0053  DYNAMIC HT  -         808.417 (meters)    2652.28  (feet)  COMP
 FL0053  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 FL0053
 FL0053  VERT ORDER  -  SECOND    CLASS 0
 FL0053
 FL0053.The horizontal coordinates were scaled from a topographic map and have
 FL0053.an estimated accuracy of +/- 6 seconds.
 FL0053
 FL0053.The orthometric height was determined by differential leveling
 FL0053.and adjusted by the National Geodetic Survey in June 1991..
 FL0053
 FL0053.The geoid height was determined by GEOID03.
 FL0053
 FL0053.The dynamic height is computed by dividing the NAVD 88
 FL0053.geopotential number by the normal gravity value computed on the
 FL0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0053.degrees latitude (g = 980.6199 gals.).
 FL0053
 FL0053.The modeled gravity was interpolated from observed gravity values.
 FL0053
 FL0053;                    North         East    Units  Estimated Accuracy
 FL0053;SPC TX N     - 1,178,760.      315,220.      MT  (+/- 180 meters Scaled)
 FL0053
 FL0053                          SUPERSEDED SURVEY CONTROL
 FL0053
 FL0053  NGVD 29 (??/??/92)  808.956  (m)         2654.05   (f) ADJ UNCH    2 0
 FL0053
 FL0053.Superseded values are not recommended for survey control.
 FL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0053.See file dsdata.txt to determine how the superseded data were derived.
 FL0053
 FL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE887408(NAD 83)
 FL0053_MARKER: DB = BENCH MARK DISK
 FL0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0053+STABILITY: SURFACE MOTION
 FL0053
 FL0053  HISTORY     - Date     Condition        Report By
 FL0053  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0053  HISTORY     - 1934     GOOD             NGS
 FL0053  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0053
 FL0053                          STATION DESCRIPTION
 FL0053
 FL0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0053'3.5 MI NE FROM BRISCO.
 FL0053'3.5 MILES NORTHEAST OF P. AND SF. RR. STATION AT BRISCO 73 FEET
 FL0053'SOUTHWEST OF NEAREST RAIL OF PANHANDLE AND SANTA FE TRACK, 57 FEET
 FL0053'WEST OF MILEPOST 43.
 FL0053
 FL0053                          STATION RECOVERY (1963)
 FL0053
 FL0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0093 ***********************************************************************
 AM0093  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0093  DESIGNATION -  RR 455
 AM0093  PID         -  AM0093
 AM0093  STATE/COUNTY-  TX/BRAZORIA
 AM0093  USGS QUAD   -  FREEPORT (1974)
 AM0093
 AM0093                         *CURRENT SURVEY CONTROL
 AM0093  ___________________________________________________________________
 AM0093* NAD 83(1986)-  28 56 33.     (N)    095 17 47.     (W)     SCALED    
 AM0093* NAVD 88     -         1.25   (+/-2cm)       4.1    (feet)  VERTCON   
 AM0093  ___________________________________________________________________
 AM0093  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AM0093
 AM0093  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0093
 AM0093.The horizontal coordinates were scaled from a topographic map and have
 AM0093.an estimated accuracy of +/- 6 seconds.
 AM0093
 AM0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0093.The vertical order pertains to the NGVD 29 superseded value.
 AM0093
 AM0093.This Tidal Bench Mark is designated as VM 867
 AM0093.by the Center for Operational Oceanographic Products and Services.
 AM0093
 AM0093.The geoid height was determined by GEOID03.
 AM0093
 AM0093;                    North         East    Units  Estimated Accuracy
 AM0093;SPC TXSC     - 4,128,640.      960,970.      MT  (+/- 180 meters Scaled)
 AM0093
 AM0093                          SUPERSEDED SURVEY CONTROL
 AM0093
 AM0093  NGVD 29 (??/??/92)    1.269  (m)            4.16   (f) ADJ UNCH    1 1
 AM0093
 AM0093.Superseded values are not recommended for survey control.
 AM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0093.See file dsdata.txt to determine how the superseded data were derived.
 AM0093
 AM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN761037(NAD 83)
 AM0093_MARKER: DB = BENCH MARK DISK
 AM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0093_STAMPING: RR 455 1951
 AM0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0093+STABILITY: SURFACE MOTION
 AM0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0093+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0093
 AM0093  HISTORY     - Date     Condition        Report By
 AM0093  HISTORY     - 1951     MONUMENTED       CGS
 AM0093  HISTORY     - 1973     GOOD             NGS
 AM0093  HISTORY     - 1977     GOOD             NGS
 AM0093  HISTORY     - 1978     GOOD             NGS
 AM0093  HISTORY     - 1988     GOOD             USPSQD
 AM0093  HISTORY     - 1989     GOOD             USPSQD
 AM0093  HISTORY     - 1990     GOOD             USPSQD
 AM0093  HISTORY     - 19980425 GOOD             USPSQD
 AM0093  HISTORY     - 20050218 GOOD             USPSQD
 AM0093
 AM0093                          STATION DESCRIPTION
 AM0093
 AM0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0093'IN SURFSIDE.
 AM0093'AT SURFSIDE, 0.55 MILES SOUTHEAST ALONG TWELVETH STREET FROM THE
 AM0093'INTRACOASTAL WATERWAY, 0.25 MILE NORTHWEST OF THE SURFSIDE BEACH, AT
 AM0093'THE INTERSECTION OF AVENUE A AND TWELVETH STREET, 30 FEET SOUTHEAST OF
 AM0093'THE CENTER LINE OF THE AVENUE, 50 FEET NORTHEAST OF THE CENTER LINE OF
 AM0093'THE STREET, 77 FEET SOUTHEAST AND ACROSS THE AVENUE FROM THE SOUTHEAST
 AM0093'CORNER OF A HOUSE, 50 1/2 FEET NORTH OF A POWER POLE, 2.8 FEET EAST OF
 AM0093'A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A
 AM0093'CONCRETE POST FLUSH WITH THE GROUND.
 AM0093
 AM0093                          STATION RECOVERY (1977)
 AM0093
 AM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0093'RECOVERED IN GOOD CONDITION.
 AM0093
 AM0093                          STATION RECOVERY (1978)
 AM0093
 AM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0093'FROM THE JUNCTION OF STATE HIGHWAY 332, 0.8 MILE SOUTHWEST ALONG
 AM0093'AVENUE A TO ITS JUNCTION WITH TWELETH STREET, 53 FT NORTHEAST
 AM0093'OF THE CENTERLINE OF TWELETH STREET, 31 FT SOUTHEAST OF THE
 AM0093'CENTERLINE OF AVENUE A, 52 FT NORTHWEST OF A POWERLINE POLE.
 AM0093
 AM0093                          STATION RECOVERY (1988)
 AM0093
 AM0093'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AM0093'RECOVERED IN GOOD CONDITION.
 AM0093
 AM0093                          STATION RECOVERY (1989)
 AM0093
 AM0093'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0093'RECOVERED IN GOOD CONDITION.
 AM0093
 AM0093                          STATION RECOVERY (1990)
 AM0093
 AM0093'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AM0093'RECOVERED IN GOOD CONDITION.
 AM0093
 AM0093                          STATION RECOVERY (1998)
 AM0093
 AM0093'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0093'RECOVERED IN GOOD CONDITION.
 AM0093
 AM0093                          STATION RECOVERY (2005)
 AM0093
 AM0093'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0062 ***********************************************************************
 FL0062  DESIGNATION -  RR 458 B
 FL0062  PID         -  FL0062
 FL0062  STATE/COUNTY-  TX/HEMPHILL
 FL0062  USGS QUAD   -  CANADIAN WEST (1972)
 FL0062
 FL0062                         *CURRENT SURVEY CONTROL
 FL0062  ___________________________________________________________________
 FL0062* NAD 83(1986)-  35 52 52.     (N)    100 25 36.     (W)     SCALED    
 FL0062* NAVD 88     -       728.736  (meters)    2390.86   (feet)  ADJUSTED  
 FL0062  ___________________________________________________________________
 FL0062  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FL0062  DYNAMIC HT  -         727.949 (meters)    2388.28  (feet)  COMP
 FL0062  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 FL0062
 FL0062  VERT ORDER  -  SECOND    CLASS 0
 FL0062
 FL0062.The horizontal coordinates were scaled from a topographic map and have
 FL0062.an estimated accuracy of +/- 6 seconds.
 FL0062
 FL0062.The orthometric height was determined by differential leveling
 FL0062.and adjusted by the National Geodetic Survey in June 1991..
 FL0062
 FL0062.The geoid height was determined by GEOID03.
 FL0062
 FL0062.The dynamic height is computed by dividing the NAVD 88
 FL0062.geopotential number by the normal gravity value computed on the
 FL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0062.degrees latitude (g = 980.6199 gals.).
 FL0062
 FL0062.The modeled gravity was interpolated from observed gravity values.
 FL0062
 FL0062;                    North         East    Units  Estimated Accuracy
 FL0062;SPC TX N     - 1,209,210.      296,910.      MT  (+/- 180 meters Scaled)
 FL0062
 FL0062                          SUPERSEDED SURVEY CONTROL
 FL0062
 FL0062  NGVD 29 (??/??/92)  728.382  (m)         2389.70   (f) ADJ UNCH    2 0
 FL0062
 FL0062.Superseded values are not recommended for survey control.
 FL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0062.See file dsdata.txt to determine how the superseded data were derived.
 FL0062
 FL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE712717(NAD 83)
 FL0062_MARKER: R = RIVET
 FL0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0062_SP_SET: BRIDGE
 FL0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0062
 FL0062  HISTORY     - Date     Condition        Report By
 FL0062  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0062  HISTORY     - 1934     GOOD             NGS
 FL0062
 FL0062                          STATION DESCRIPTION
 FL0062
 FL0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0062'3.3 MI SW FROM CANADIAN.
 FL0062'3.3 MILES SOUTHWEST OF P. AND S.F. RR STATION AT CANADIAN.  ON THE
 FL0062'WEST END OF THE SOUTH HEADWALL OF PANHANDLE AND SANTA FE RAILROAD
 FL0062'BRIDGE 458-B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0064 ***********************************************************************
 FL0064  DESIGNATION -  RR 460 F
 FL0064  PID         -  FL0064
 FL0064  STATE/COUNTY-  TX/HEMPHILL
 FL0064  USGS QUAD   -  MENDOTA (1967)
 FL0064
 FL0064                         *CURRENT SURVEY CONTROL
 FL0064  ___________________________________________________________________
 FL0064* NAD 83(1986)-  35 51 31.     (N)    100 27 33.     (W)     SCALED    
 FL0064* NAVD 88     -       740.211  (meters)    2428.51   (feet)  ADJUSTED  
 FL0064  ___________________________________________________________________
 FL0064  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FL0064  DYNAMIC HT  -         739.408 (meters)    2425.87  (feet)  COMP
 FL0064  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 FL0064
 FL0064  VERT ORDER  -  SECOND    CLASS 0
 FL0064
 FL0064.The horizontal coordinates were scaled from a topographic map and have
 FL0064.an estimated accuracy of +/- 6 seconds.
 FL0064
 FL0064.The orthometric height was determined by differential leveling
 FL0064.and adjusted by the National Geodetic Survey in June 1991..
 FL0064
 FL0064.The geoid height was determined by GEOID03.
 FL0064
 FL0064.The dynamic height is computed by dividing the NAVD 88
 FL0064.geopotential number by the normal gravity value computed on the
 FL0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0064.degrees latitude (g = 980.6199 gals.).
 FL0064
 FL0064.The modeled gravity was interpolated from observed gravity values.
 FL0064
 FL0064;                    North         East    Units  Estimated Accuracy
 FL0064;SPC TX N     - 1,206,690.      294,010.      MT  (+/- 180 meters Scaled)
 FL0064
 FL0064                          SUPERSEDED SURVEY CONTROL
 FL0064
 FL0064  NGVD 29 (??/??/92)  739.852  (m)         2427.33   (f) ADJ UNCH    2 0
 FL0064
 FL0064.Superseded values are not recommended for survey control.
 FL0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0064.See file dsdata.txt to determine how the superseded data were derived.
 FL0064
 FL0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE682692(NAD 83)
 FL0064_MARKER: R = RIVET
 FL0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0064_SP_SET: BRIDGE
 FL0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0064
 FL0064  HISTORY     - Date     Condition        Report By
 FL0064  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0064  HISTORY     - 1934     GOOD             NGS
 FL0064
 FL0064                          STATION DESCRIPTION
 FL0064
 FL0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0064'5.8 MI SW FROM CANADIAN.
 FL0064'5.8 MILES SOUTHWEST OF P. AND S.F.RR STATION AT CANADIAN ON THE WEST
 FL0064'END OF THE NORTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILROAD
 FL0064'CONCRETE BRIDGE 460-F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0067 ***********************************************************************
 FL0067  DESIGNATION -  RR 461 C
 FL0067  PID         -  FL0067
 FL0067  STATE/COUNTY-  TX/HEMPHILL
 FL0067  USGS QUAD   -  MENDOTA (1967)
 FL0067
 FL0067                         *CURRENT SURVEY CONTROL
 FL0067  ___________________________________________________________________
 FL0067* NAD 83(1986)-  35 51 12.     (N)    100 28 09.     (W)     SCALED    
 FL0067* NAVD 88     -       744.102  (meters)    2441.27   (feet)  ADJUSTED  
 FL0067  ___________________________________________________________________
 FL0067  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FL0067  DYNAMIC HT  -         743.294 (meters)    2438.62  (feet)  COMP
 FL0067  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 FL0067
 FL0067  VERT ORDER  -  SECOND    CLASS 0
 FL0067
 FL0067.The horizontal coordinates were scaled from a topographic map and have
 FL0067.an estimated accuracy of +/- 6 seconds.
 FL0067
 FL0067.The orthometric height was determined by differential leveling
 FL0067.and adjusted by the National Geodetic Survey in June 1991..
 FL0067
 FL0067.The geoid height was determined by GEOID03.
 FL0067
 FL0067.The dynamic height is computed by dividing the NAVD 88
 FL0067.geopotential number by the normal gravity value computed on the
 FL0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0067.degrees latitude (g = 980.6199 gals.).
 FL0067
 FL0067.The modeled gravity was interpolated from observed gravity values.
 FL0067
 FL0067;                    North         East    Units  Estimated Accuracy
 FL0067;SPC TX N     - 1,206,090.      293,110.      MT  (+/- 180 meters Scaled)
 FL0067
 FL0067                          SUPERSEDED SURVEY CONTROL
 FL0067
 FL0067  NGVD 29 (??/??/92)  743.743  (m)         2440.10   (f) ADJ UNCH    2 0
 FL0067
 FL0067.Superseded values are not recommended for survey control.
 FL0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0067.See file dsdata.txt to determine how the superseded data were derived.
 FL0067
 FL0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE673686(NAD 83)
 FL0067_MARKER: R = RIVET
 FL0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0067_SP_SET: BRIDGE
 FL0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0067
 FL0067  HISTORY     - Date     Condition        Report By
 FL0067  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0067  HISTORY     - 1934     GOOD             NGS
 FL0067
 FL0067                          STATION DESCRIPTION
 FL0067
 FL0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0067'6.4 MI SW FROM CANADIAN.
 FL0067'6.4 MILES SOUTHWEST OF P. AND S. F. RR STATION AT CANADIAN ON THE WEST
 FL0067'END OF THE SOUTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILWAY
 FL0067'CONCRETE BRIDGE 461-C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0068 ***********************************************************************
 FL0068  DESIGNATION -  RR 462 C
 FL0068  PID         -  FL0068
 FL0068  STATE/COUNTY-  TX/HEMPHILL
 FL0068  USGS QUAD   -  MENDOTA (1967)
 FL0068
 FL0068                         *CURRENT SURVEY CONTROL
 FL0068  ___________________________________________________________________
 FL0068* NAD 83(1986)-  35 50 25.     (N)    100 28 56.     (W)     SCALED    
 FL0068* NAVD 88     -       756.719  (meters)    2482.67   (feet)  ADJUSTED  
 FL0068  ___________________________________________________________________
 FL0068  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FL0068  DYNAMIC HT  -         755.897 (meters)    2479.97  (feet)  COMP
 FL0068  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 FL0068
 FL0068  VERT ORDER  -  SECOND    CLASS 0
 FL0068
 FL0068.The horizontal coordinates were scaled from a topographic map and have
 FL0068.an estimated accuracy of +/- 6 seconds.
 FL0068
 FL0068.The orthometric height was determined by differential leveling
 FL0068.and adjusted by the National Geodetic Survey in June 1991..
 FL0068
 FL0068.The geoid height was determined by GEOID03.
 FL0068
 FL0068.The dynamic height is computed by dividing the NAVD 88
 FL0068.geopotential number by the normal gravity value computed on the
 FL0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0068.degrees latitude (g = 980.6199 gals.).
 FL0068
 FL0068.The modeled gravity was interpolated from observed gravity values.
 FL0068
 FL0068;                    North         East    Units  Estimated Accuracy
 FL0068;SPC TX N     - 1,204,630.      291,940.      MT  (+/- 180 meters Scaled)
 FL0068
 FL0068                          SUPERSEDED SURVEY CONTROL
 FL0068
 FL0068  NGVD 29 (??/??/92)  756.358  (m)         2481.48   (f) ADJ UNCH    2 0
 FL0068
 FL0068.Superseded values are not recommended for survey control.
 FL0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0068.See file dsdata.txt to determine how the superseded data were derived.
 FL0068
 FL0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE661672(NAD 83)
 FL0068_MARKER: R = RIVET
 FL0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0068_SP_SET: BRIDGE
 FL0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0068
 FL0068  HISTORY     - Date     Condition        Report By
 FL0068  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0068  HISTORY     - 1934     GOOD             NGS
 FL0068
 FL0068                          STATION DESCRIPTION
 FL0068
 FL0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0068'7.7 MI SW FROM CANADIAN.
 FL0068'7.7 MILES SOUTHWEST OF CANADIAN P. AND S. F. RR STATION ON THE WEST
 FL0068'END OF THE NORTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILWAY
 FL0068'CONCRETE BRIDGE 462-C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0071 ***********************************************************************
 FL0071  DESIGNATION -  RR 464 B
 FL0071  PID         -  FL0071
 FL0071  STATE/COUNTY-  TX/HEMPHILL
 FL0071  USGS QUAD   -  MENDOTA (1967)
 FL0071
 FL0071                         *CURRENT SURVEY CONTROL
 FL0071  ___________________________________________________________________
 FL0071* NAD 83(1986)-  35 48 54.     (N)    100 29 32.     (W)     SCALED    
 FL0071* NAVD 88     -       764.075  (meters)    2506.80   (feet)  ADJUSTED  
 FL0071  ___________________________________________________________________
 FL0071  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FL0071  DYNAMIC HT  -         763.246 (meters)    2504.08  (feet)  COMP
 FL0071  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 FL0071
 FL0071  VERT ORDER  -  SECOND    CLASS 0
 FL0071
 FL0071.The horizontal coordinates were scaled from a topographic map and have
 FL0071.an estimated accuracy of +/- 6 seconds.
 FL0071
 FL0071.The orthometric height was determined by differential leveling
 FL0071.and adjusted by the National Geodetic Survey in June 1991..
 FL0071
 FL0071.The geoid height was determined by GEOID03.
 FL0071
 FL0071.The dynamic height is computed by dividing the NAVD 88
 FL0071.geopotential number by the normal gravity value computed on the
 FL0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0071.degrees latitude (g = 980.6199 gals.).
 FL0071
 FL0071.The modeled gravity was interpolated from observed gravity values.
 FL0071
 FL0071;                    North         East    Units  Estimated Accuracy
 FL0071;SPC TX N     - 1,201,820.      291,070.      MT  (+/- 180 meters Scaled)
 FL0071
 FL0071                          SUPERSEDED SURVEY CONTROL
 FL0071
 FL0071  NGVD 29 (??/??/92)  763.714  (m)         2505.62   (f) ADJ UNCH    2 0
 FL0071
 FL0071.Superseded values are not recommended for survey control.
 FL0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0071.See file dsdata.txt to determine how the superseded data were derived.
 FL0071
 FL0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE651644(NAD 83)
 FL0071_MARKER: R = RIVET
 FL0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0071_SP_SET: BRIDGE
 FL0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0071
 FL0071  HISTORY     - Date     Condition        Report By
 FL0071  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0071  HISTORY     - 1934     GOOD             NGS
 FL0071
 FL0071                          STATION DESCRIPTION
 FL0071
 FL0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0071'9.5 MI SW FROM CANADIAN.
 FL0071'9.5 MILES SOUTHWEST OF CANADIAN P. AND S.F. RR STATION ON THE WEST END
 FL0071'OF THE NORTH HEADWALL OF PANHANDLE AND SANTA FE RAILROAD BRIDGE 464-B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0610 ***********************************************************************
 FL0610  DESIGNATION -  RR 469 B
 FL0610  PID         -  FL0610
 FL0610  STATE/COUNTY-  TX/HEMPHILL
 FL0610  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL0610
 FL0610                         *CURRENT SURVEY CONTROL
 FL0610  ___________________________________________________________________
 FL0610* NAD 83(1986)-  35 45 04.     (N)    100 32 08.     (W)     SCALED    
 FL0610* NAVD 88     -       795.134  (meters)    2608.70   (feet)  ADJUSTED  
 FL0610  ___________________________________________________________________
 FL0610  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FL0610  DYNAMIC HT  -         794.269 (meters)    2605.86  (feet)  COMP
 FL0610  MODELED GRAV-     979,519.3   (mgal)                       NAVD 88
 FL0610
 FL0610  VERT ORDER  -  SECOND    CLASS 0
 FL0610
 FL0610.The horizontal coordinates were scaled from a topographic map and have
 FL0610.an estimated accuracy of +/- 6 seconds.
 FL0610
 FL0610.The orthometric height was determined by differential leveling
 FL0610.and adjusted by the National Geodetic Survey in June 1991..
 FL0610
 FL0610.The geoid height was determined by GEOID03.
 FL0610
 FL0610.The dynamic height is computed by dividing the NAVD 88
 FL0610.geopotential number by the normal gravity value computed on the
 FL0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0610.degrees latitude (g = 980.6199 gals.).
 FL0610
 FL0610.The modeled gravity was interpolated from observed gravity values.
 FL0610
 FL0610;                    North         East    Units  Estimated Accuracy
 FL0610;SPC TX N     - 1,194,690.      287,220.      MT  (+/- 180 meters Scaled)
 FL0610
 FL0610                          SUPERSEDED SURVEY CONTROL
 FL0610
 FL0610  NGVD 29 (??/??/92)  794.768  (m)         2607.50   (f) ADJ UNCH    2 0
 FL0610
 FL0610.Superseded values are not recommended for survey control.
 FL0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0610.See file dsdata.txt to determine how the superseded data were derived.
 FL0610
 FL0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE611574(NAD 83)
 FL0610_MARKER: R = RIVET
 FL0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0610_SP_SET: BRIDGE
 FL0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0610
 FL0610  HISTORY     - Date     Condition        Report By
 FL0610  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0610  HISTORY     - 1934     GOOD             NGS
 FL0610
 FL0610                          STATION DESCRIPTION
 FL0610
 FL0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0610'7.3 MI NE FROM MIAMI.
 FL0610'7.3 MILES NORTHEAST OF MIAMI P. AND S.F. RR STATION ON THE WEST END OF
 FL0610'THE NORTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILROAD BRIDGE
 FL0610'469-B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0612 ***********************************************************************
 FL0612  DESIGNATION -  RR 471 A
 FL0612  PID         -  FL0612
 FL0612  STATE/COUNTY-  TX/ROBERTS
 FL0612  USGS QUAD   -  LORA (1967)
 FL0612
 FL0612                         *CURRENT SURVEY CONTROL
 FL0612  ___________________________________________________________________
 FL0612* NAD 83(1986)-  35 44 23.     (N)    100 33 49.     (W)     SCALED    
 FL0612* NAVD 88     -       802.926  (meters)    2634.27   (feet)  ADJUSTED  
 FL0612  ___________________________________________________________________
 FL0612  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FL0612  DYNAMIC HT  -         802.050 (meters)    2631.39  (feet)  COMP
 FL0612  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 FL0612
 FL0612  VERT ORDER  -  SECOND    CLASS 0
 FL0612
 FL0612.The horizontal coordinates were scaled from a topographic map and have
 FL0612.an estimated accuracy of +/- 6 seconds.
 FL0612
 FL0612.The orthometric height was determined by differential leveling
 FL0612.and adjusted by the National Geodetic Survey in June 1991..
 FL0612
 FL0612.The geoid height was determined by GEOID03.
 FL0612
 FL0612.The dynamic height is computed by dividing the NAVD 88
 FL0612.geopotential number by the normal gravity value computed on the
 FL0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0612.degrees latitude (g = 980.6199 gals.).
 FL0612
 FL0612.The modeled gravity was interpolated from observed gravity values.
 FL0612
 FL0612;                    North         East    Units  Estimated Accuracy
 FL0612;SPC TX N     - 1,193,400.      284,700.      MT  (+/- 180 meters Scaled)
 FL0612
 FL0612                          SUPERSEDED SURVEY CONTROL
 FL0612
 FL0612  NGVD 29 (??/??/92)  802.552  (m)         2633.04   (f) ADJ UNCH    2 0
 FL0612
 FL0612.Superseded values are not recommended for survey control.
 FL0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0612.See file dsdata.txt to determine how the superseded data were derived.
 FL0612
 FL0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE586562(NAD 83)
 FL0612_MARKER: R = RIVET
 FL0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0612_SP_SET: BRIDGE
 FL0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0612
 FL0612  HISTORY     - Date     Condition        Report By
 FL0612  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0612  HISTORY     - 1934     GOOD             NGS
 FL0612  HISTORY     - 1947     MARK NOT FOUND   ATSFRR
 FL0612
 FL0612                          STATION DESCRIPTION
 FL0612
 FL0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0612'5.4 MI NE FROM MIAMA.
 FL0612'5.4 MILES NORTHEAST OF MIAMI P. AND S.F. RR STATION ON THE WEST END OF
 FL0612'THE SOUTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILROAD CONCRETE
 FL0612'BRIDGE 471-A.  NOTE-- BM IS BURIED.
 FL0612
 FL0612                          STATION RECOVERY (1947)
 FL0612
 FL0612'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1947
 FL0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0613 ***********************************************************************
 FL0613  DESIGNATION -  RR 472 A
 FL0613  PID         -  FL0613
 FL0613  STATE/COUNTY-  TX/ROBERTS
 FL0613  USGS QUAD   -  LORA (1967)
 FL0613
 FL0613                         *CURRENT SURVEY CONTROL
 FL0613  ___________________________________________________________________
 FL0613* NAD 83(1986)-  35 44 11.     (N)    100 34 21.     (W)     SCALED    
 FL0613* NAVD 88     -       806.213  (meters)    2645.05   (feet)  ADJUSTED  
 FL0613  ___________________________________________________________________
 FL0613  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FL0613  DYNAMIC HT  -         805.333 (meters)    2642.16  (feet)  COMP
 FL0613  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 FL0613
 FL0613  VERT ORDER  -  SECOND    CLASS 0
 FL0613
 FL0613.The horizontal coordinates were scaled from a topographic map and have
 FL0613.an estimated accuracy of +/- 6 seconds.
 FL0613
 FL0613.The orthometric height was determined by differential leveling
 FL0613.and adjusted by the National Geodetic Survey in June 1991..
 FL0613
 FL0613.The geoid height was determined by GEOID03.
 FL0613
 FL0613.The dynamic height is computed by dividing the NAVD 88
 FL0613.geopotential number by the normal gravity value computed on the
 FL0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0613.degrees latitude (g = 980.6199 gals.).
 FL0613
 FL0613.The modeled gravity was interpolated from observed gravity values.
 FL0613
 FL0613;                    North         East    Units  Estimated Accuracy
 FL0613;SPC TX N     - 1,193,020.      283,900.      MT  (+/- 180 meters Scaled)
 FL0613
 FL0613                          SUPERSEDED SURVEY CONTROL
 FL0613
 FL0613  NGVD 29 (??/??/92)  805.838  (m)         2643.82   (f) ADJ UNCH    2 0
 FL0613
 FL0613.Superseded values are not recommended for survey control.
 FL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0613.See file dsdata.txt to determine how the superseded data were derived.
 FL0613
 FL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE577558(NAD 83)
 FL0613_MARKER: R = RIVET
 FL0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0613_SP_SET: BRIDGE
 FL0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0613
 FL0613  HISTORY     - Date     Condition        Report By
 FL0613  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0613  HISTORY     - 1934     GOOD             NGS
 FL0613  HISTORY     - 1947     MARK NOT FOUND   ATSFRR
 FL0613
 FL0613                          STATION DESCRIPTION
 FL0613
 FL0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0613'4.9 MI NE FROM MIAMA.
 FL0613'4.9 MILES NORTHEAST OF MIAMI P. AND S.F. RR STATION IN THE CENTER OF
 FL0613'THE SOUTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILROAD BRIDGE
 FL0613'472-A.  NOTE-- BM IS BURIED.
 FL0613
 FL0613                          STATION RECOVERY (1947)
 FL0613
 FL0613'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1947
 FL0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0615 ***********************************************************************
 FL0615  DESIGNATION -  RR 474 B
 FL0615  PID         -  FL0615
 FL0615  STATE/COUNTY-  TX/ROBERTS
 FL0615  USGS QUAD   -  LORA (1967)
 FL0615
 FL0615                         *CURRENT SURVEY CONTROL
 FL0615  ___________________________________________________________________
 FL0615* NAD 83(1986)-  35 43 02.     (N)    100 36 08.     (W)     SCALED    
 FL0615* NAVD 88     -       822.388  (meters)    2698.12   (feet)  ADJUSTED  
 FL0615  ___________________________________________________________________
 FL0615  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FL0615  DYNAMIC HT  -         821.486 (meters)    2695.16  (feet)  COMP
 FL0615  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 FL0615
 FL0615  VERT ORDER  -  SECOND    CLASS 0
 FL0615
 FL0615.The horizontal coordinates were scaled from a topographic map and have
 FL0615.an estimated accuracy of +/- 6 seconds.
 FL0615
 FL0615.The orthometric height was determined by differential leveling
 FL0615.and adjusted by the National Geodetic Survey in June 1991..
 FL0615
 FL0615.The geoid height was determined by GEOID03.
 FL0615
 FL0615.The dynamic height is computed by dividing the NAVD 88
 FL0615.geopotential number by the normal gravity value computed on the
 FL0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0615.degrees latitude (g = 980.6199 gals.).
 FL0615
 FL0615.The modeled gravity was interpolated from observed gravity values.
 FL0615
 FL0615;                    North         East    Units  Estimated Accuracy
 FL0615;SPC TX N     - 1,190,870.      281,230.      MT  (+/- 180 meters Scaled)
 FL0615
 FL0615                          SUPERSEDED SURVEY CONTROL
 FL0615
 FL0615  NGVD 29 (??/??/92)  822.008  (m)         2696.87   (f) ADJ UNCH    2 0
 FL0615
 FL0615.Superseded values are not recommended for survey control.
 FL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0615.See file dsdata.txt to determine how the superseded data were derived.
 FL0615
 FL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE550537(NAD 83)
 FL0615_MARKER: R = RIVET
 FL0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0615_SP_SET: BRIDGE
 FL0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0615
 FL0615  HISTORY     - Date     Condition        Report By
 FL0615  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0615  HISTORY     - 1934     GOOD             NGS
 FL0615
 FL0615                          STATION DESCRIPTION
 FL0615
 FL0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0615'2.7 MI NE FROM MIAMA.
 FL0615'2.7 MILES NORTHEAST OF MIAMI P. AND S.F. RR STATION ON THE WEST END OF
 FL0615'THE NORTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILROAD CONCRETE
 FL0615'BRIDGE 474-B
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0619 ***********************************************************************
 FL0619  DESIGNATION -  RR 480 A
 FL0619  PID         -  FL0619
 FL0619  STATE/COUNTY-  TX/ROBERTS
 FL0619  USGS QUAD   -  MIAMI (1972)
 FL0619
 FL0619                         *CURRENT SURVEY CONTROL
 FL0619  ___________________________________________________________________
 FL0619* NAD 83(1986)-  35 39 31.     (N)    100 40 29.     (W)     SCALED    
 FL0619* NAVD 88     -       856.749  (meters)    2810.85   (feet)  ADJUSTED  
 FL0619  ___________________________________________________________________
 FL0619  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FL0619  DYNAMIC HT  -         855.802 (meters)    2807.74  (feet)  COMP
 FL0619  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 FL0619
 FL0619  VERT ORDER  -  SECOND    CLASS 0
 FL0619
 FL0619.The horizontal coordinates were scaled from a topographic map and have
 FL0619.an estimated accuracy of +/- 6 seconds.
 FL0619
 FL0619.The orthometric height was determined by differential leveling
 FL0619.and adjusted by the National Geodetic Survey in June 1991..
 FL0619
 FL0619.The geoid height was determined by GEOID03.
 FL0619
 FL0619.The dynamic height is computed by dividing the NAVD 88
 FL0619.geopotential number by the normal gravity value computed on the
 FL0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0619.degrees latitude (g = 980.6199 gals.).
 FL0619
 FL0619.The modeled gravity was interpolated from observed gravity values.
 FL0619
 FL0619;                    North         East    Units  Estimated Accuracy
 FL0619;SPC TX N     - 1,184,310.      274,720.      MT  (+/- 180 meters Scaled)
 FL0619
 FL0619                          SUPERSEDED SURVEY CONTROL
 FL0619
 FL0619  NGVD 29 (??/??/92)  856.352  (m)         2809.55   (f) ADJ UNCH    2 0
 FL0619
 FL0619.Superseded values are not recommended for survey control.
 FL0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0619.See file dsdata.txt to determine how the superseded data were derived.
 FL0619
 FL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE484473(NAD 83)
 FL0619_MARKER: R = RIVET
 FL0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0619_SP_SET: BRIDGE
 FL0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0619
 FL0619  HISTORY     - Date     Condition        Report By
 FL0619  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0619  HISTORY     - 1934     GOOD             NGS
 FL0619
 FL0619                          STATION DESCRIPTION
 FL0619
 FL0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0619'3.0 MI SW FROM MIAMA.
 FL0619'3.0 MILES SOUTHWEST OF MIAMI P. AND S.F. RR STATION ON THE EAST END OF
 FL0619'THE SOUTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILROAD BRIDGE
 FL0619'480-A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0623 ***********************************************************************
 FL0623  DESIGNATION -  RR 485 A
 FL0623  PID         -  FL0623
 FL0623  STATE/COUNTY-  TX/ROBERTS
 FL0623  USGS QUAD   -  PAMPA NE (1972)
 FL0623
 FL0623                         *CURRENT SURVEY CONTROL
 FL0623  ___________________________________________________________________
 FL0623* NAD 83(1986)-  35 38 21.     (N)    100 45 32.     (W)     SCALED    
 FL0623* NAVD 88     -       882.138  (meters)    2894.15   (feet)  ADJUSTED  
 FL0623  ___________________________________________________________________
 FL0623  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 FL0623  DYNAMIC HT  -         881.165 (meters)    2890.96  (feet)  COMP
 FL0623  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 FL0623
 FL0623  VERT ORDER  -  SECOND    CLASS 0
 FL0623
 FL0623.The horizontal coordinates were scaled from a topographic map and have
 FL0623.an estimated accuracy of +/- 6 seconds.
 FL0623
 FL0623.The orthometric height was determined by differential leveling
 FL0623.and adjusted by the National Geodetic Survey in June 1991..
 FL0623
 FL0623.The geoid height was determined by GEOID03.
 FL0623
 FL0623.The dynamic height is computed by dividing the NAVD 88
 FL0623.geopotential number by the normal gravity value computed on the
 FL0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0623.degrees latitude (g = 980.6199 gals.).
 FL0623
 FL0623.The modeled gravity was interpolated from observed gravity values.
 FL0623
 FL0623;                    North         East    Units  Estimated Accuracy
 FL0623;SPC TX N     - 1,182,100.      267,120.      MT  (+/- 180 meters Scaled)
 FL0623
 FL0623                          SUPERSEDED SURVEY CONTROL
 FL0623
 FL0623  NGVD 29 (??/??/92)  881.732  (m)         2892.82   (f) ADJ UNCH    2 0
 FL0623
 FL0623.Superseded values are not recommended for survey control.
 FL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0623.See file dsdata.txt to determine how the superseded data were derived.
 FL0623
 FL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE407453(NAD 83)
 FL0623_MARKER: R = RIVET
 FL0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0623_SP_SET: BRIDGE
 FL0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0623
 FL0623  HISTORY     - Date     Condition        Report By
 FL0623  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0623  HISTORY     - 1934     GOOD             NGS
 FL0623  HISTORY     - 1947     MARK NOT FOUND   ATSFRR
 FL0623
 FL0623                          STATION DESCRIPTION
 FL0623
 FL0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0623'6.2 MI NE FROM HOOVER.
 FL0623'6.2 MILES NORTHEAST OF HOOVER P. AND S.F. RR STATION.  ON THE WEST END
 FL0623'OF THE SOUTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILROAD CONCRETE
 FL0623'BRIDGE 485-A.  NOTE-- BM IS BURIED.
 FL0623
 FL0623                          STATION RECOVERY (1947)
 FL0623
 FL0623'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1947
 FL0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0627 ***********************************************************************
 FL0627  DESIGNATION -  RR 489 A
 FL0627  PID         -  FL0627
 FL0627  STATE/COUNTY-  TX/GRAY
 FL0627  USGS QUAD   -  HOOVER (1967)
 FL0627
 FL0627                         *CURRENT SURVEY CONTROL
 FL0627  ___________________________________________________________________
 FL0627* NAD 83(1986)-  35 36 34.     (N)    100 49 10.     (W)     SCALED    
 FL0627* NAVD 88     -       906.973  (meters)    2975.63   (feet)  ADJUSTED  
 FL0627  ___________________________________________________________________
 FL0627  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FL0627  DYNAMIC HT  -         905.972 (meters)    2972.34  (feet)  COMP
 FL0627  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 FL0627
 FL0627  VERT ORDER  -  SECOND    CLASS 0
 FL0627
 FL0627.The horizontal coordinates were scaled from a topographic map and have
 FL0627.an estimated accuracy of +/- 6 seconds.
 FL0627
 FL0627.The orthometric height was determined by differential leveling
 FL0627.and adjusted by the National Geodetic Survey in June 1991..
 FL0627
 FL0627.The geoid height was determined by GEOID03.
 FL0627
 FL0627.The dynamic height is computed by dividing the NAVD 88
 FL0627.geopotential number by the normal gravity value computed on the
 FL0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0627.degrees latitude (g = 980.6199 gals.).
 FL0627
 FL0627.The modeled gravity was interpolated from observed gravity values.
 FL0627
 FL0627;                    North         East    Units  Estimated Accuracy
 FL0627;SPC TX N     - 1,178,760.      261,660.      MT  (+/- 180 meters Scaled)
 FL0627
 FL0627                          SUPERSEDED SURVEY CONTROL
 FL0627
 FL0627  NGVD 29 (??/??/92)  906.564  (m)         2974.29   (f) ADJ UNCH    2 0
 FL0627
 FL0627.Superseded values are not recommended for survey control.
 FL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0627.See file dsdata.txt to determine how the superseded data were derived.
 FL0627
 FL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE352421(NAD 83)
 FL0627_MARKER: R = RIVET
 FL0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0627_SP_SET: BRIDGE
 FL0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0627
 FL0627  HISTORY     - Date     Condition        Report By
 FL0627  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0627  HISTORY     - 1934     GOOD             NGS
 FL0627
 FL0627                          STATION DESCRIPTION
 FL0627
 FL0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0627'2.2 MI NE FROM HOOVER.
 FL0627'2.2 MILES NORTHEAST OF HOOVER P. AND S.F. RR STATION ON THE EAST END
 FL0627'OF THE NORTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILROAD CONCRETE
 FL0627'BRIDGE 489-A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0629 ***********************************************************************
 FL0629  DESIGNATION -  RR 490 A
 FL0629  PID         -  FL0629
 FL0629  STATE/COUNTY-  TX/GRAY
 FL0629  USGS QUAD   -  HOOVER (1967)
 FL0629
 FL0629                         *CURRENT SURVEY CONTROL
 FL0629  ___________________________________________________________________
 FL0629* NAD 83(1986)-  35 36 13.     (N)    100 49 58.     (W)     SCALED    
 FL0629* NAVD 88     -       916.255  (meters)    3006.08   (feet)  ADJUSTED  
 FL0629  ___________________________________________________________________
 FL0629  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 FL0629  DYNAMIC HT  -         915.243 (meters)    3002.76  (feet)  COMP
 FL0629  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 FL0629
 FL0629  VERT ORDER  -  SECOND    CLASS 0
 FL0629
 FL0629.The horizontal coordinates were scaled from a topographic map and have
 FL0629.an estimated accuracy of +/- 6 seconds.
 FL0629
 FL0629.The orthometric height was determined by differential leveling
 FL0629.and adjusted by the National Geodetic Survey in June 1991..
 FL0629
 FL0629.The geoid height was determined by GEOID03.
 FL0629
 FL0629.The dynamic height is computed by dividing the NAVD 88
 FL0629.geopotential number by the normal gravity value computed on the
 FL0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0629.degrees latitude (g = 980.6199 gals.).
 FL0629
 FL0629.The modeled gravity was interpolated from observed gravity values.
 FL0629
 FL0629;                    North         East    Units  Estimated Accuracy
 FL0629;SPC TX N     - 1,178,100.      260,450.      MT  (+/- 180 meters Scaled)
 FL0629
 FL0629                          SUPERSEDED SURVEY CONTROL
 FL0629
 FL0629  NGVD 29 (??/??/92)  915.846  (m)         3004.74   (f) ADJ UNCH    2 0
 FL0629
 FL0629.Superseded values are not recommended for survey control.
 FL0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0629.See file dsdata.txt to determine how the superseded data were derived.
 FL0629
 FL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE339415(NAD 83)
 FL0629_MARKER: R = RIVET
 FL0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0629_SP_SET: BRIDGE
 FL0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0629
 FL0629  HISTORY     - Date     Condition        Report By
 FL0629  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0629  HISTORY     - 1934     GOOD             NGS
 FL0629
 FL0629                          STATION DESCRIPTION
 FL0629
 FL0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0629'1.2 MI NE FROM HOOVER.
 FL0629'1.2 MILES NORTHEAST OF HOOVER P. AND S.F. RR STATION ON THE WEST END
 FL0629'OF THE SOUTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILROAD BRIDGE
 FL0629'490-A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0630 ***********************************************************************
 FL0630  DESIGNATION -  RR 490 C
 FL0630  PID         -  FL0630
 FL0630  STATE/COUNTY-  TX/GRAY
 FL0630  USGS QUAD   -  HOOVER (1967)
 FL0630
 FL0630                         *CURRENT SURVEY CONTROL
 FL0630  ___________________________________________________________________
 FL0630* NAD 83(1986)-  35 35 38.     (N)    100 50 36.     (W)     SCALED    
 FL0630* NAVD 88     -       923.268  (meters)    3029.09   (feet)  ADJUSTED  
 FL0630  ___________________________________________________________________
 FL0630  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FL0630  DYNAMIC HT  -         922.247 (meters)    3025.74  (feet)  COMP
 FL0630  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 FL0630
 FL0630  VERT ORDER  -  SECOND    CLASS 0
 FL0630
 FL0630.The horizontal coordinates were scaled from a topographic map and have
 FL0630.an estimated accuracy of +/- 6 seconds.
 FL0630
 FL0630.The orthometric height was determined by differential leveling
 FL0630.and adjusted by the National Geodetic Survey in June 1991..
 FL0630
 FL0630.The geoid height was determined by GEOID03.
 FL0630
 FL0630.The dynamic height is computed by dividing the NAVD 88
 FL0630.geopotential number by the normal gravity value computed on the
 FL0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0630.degrees latitude (g = 980.6199 gals.).
 FL0630
 FL0630.The modeled gravity was interpolated from observed gravity values.
 FL0630
 FL0630;                    North         East    Units  Estimated Accuracy
 FL0630;SPC TX N     - 1,177,020.      259,500.      MT  (+/- 180 meters Scaled)
 FL0630
 FL0630                          SUPERSEDED SURVEY CONTROL
 FL0630
 FL0630  NGVD 29 (??/??/92)  922.858  (m)         3027.74   (f) ADJ UNCH    2 0
 FL0630
 FL0630.Superseded values are not recommended for survey control.
 FL0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0630.See file dsdata.txt to determine how the superseded data were derived.
 FL0630
 FL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE330404(NAD 83)
 FL0630_MARKER: R = RIVET
 FL0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0630_SP_SET: BRIDGE
 FL0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0630
 FL0630  HISTORY     - Date     Condition        Report By
 FL0630  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0630  HISTORY     - 1934     GOOD             NGS
 FL0630
 FL0630                          STATION DESCRIPTION
 FL0630
 FL0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0630'0.4 MI NE FROM HOOVER.
 FL0630'0.4 MILES NORTHEAST OF HOOVER P. AND S.F. RR STATION ON THE WEST END
 FL0630'OF THE NORTH HEADWALL OF PANHANDLE AND SANTA FE RAILWAY CONCRETE ARCH
 FL0630'BRIDGE 490-C
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0634 ***********************************************************************
 FL0634  DESIGNATION -  RR 492 B
 FL0634  PID         -  FL0634
 FL0634  STATE/COUNTY-  TX/GRAY
 FL0634  USGS QUAD   -  HOOVER (1967)
 FL0634
 FL0634                         *CURRENT SURVEY CONTROL
 FL0634  ___________________________________________________________________
 FL0634* NAD 83(1986)-  35 35 18.     (N)    100 52 13.     (W)     SCALED    
 FL0634* NAVD 88     -       934.316  (meters)    3065.34   (feet)  ADJUSTED  
 FL0634  ___________________________________________________________________
 FL0634  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 FL0634  DYNAMIC HT  -         933.280 (meters)    3061.94  (feet)  COMP
 FL0634  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 FL0634
 FL0634  VERT ORDER  -  SECOND    CLASS 0
 FL0634
 FL0634.The horizontal coordinates were scaled from a topographic map and have
 FL0634.an estimated accuracy of +/- 6 seconds.
 FL0634
 FL0634.The orthometric height was determined by differential leveling
 FL0634.and adjusted by the National Geodetic Survey in June 1991..
 FL0634
 FL0634.The geoid height was determined by GEOID03.
 FL0634
 FL0634.The dynamic height is computed by dividing the NAVD 88
 FL0634.geopotential number by the normal gravity value computed on the
 FL0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0634.degrees latitude (g = 980.6199 gals.).
 FL0634
 FL0634.The modeled gravity was interpolated from observed gravity values.
 FL0634
 FL0634;                    North         East    Units  Estimated Accuracy
 FL0634;SPC TX N     - 1,176,390.      257,070.      MT  (+/- 180 meters Scaled)
 FL0634
 FL0634                          SUPERSEDED SURVEY CONTROL
 FL0634
 FL0634  NGVD 29 (??/??/92)  933.902  (m)         3063.98   (f) ADJ UNCH    2 0
 FL0634
 FL0634.Superseded values are not recommended for survey control.
 FL0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0634.See file dsdata.txt to determine how the superseded data were derived.
 FL0634
 FL0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE305399(NAD 83)
 FL0634_MARKER: R = RIVET
 FL0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0634_SP_SET: BRIDGE
 FL0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0634
 FL0634  HISTORY     - Date     Condition        Report By
 FL0634  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0634  HISTORY     - 1934     GOOD             NGS
 FL0634
 FL0634                          STATION DESCRIPTION
 FL0634
 FL0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0634'1.2 MI SW FROM HOOVER.
 FL0634'1.2 MILES SOUTHWEST OF HOOVER P. AND S.F. RR STATION ON THE WEST END
 FL0634'OF THE SOUTH HEADWALL OF THE PANHANDLE AND SANTA FE RAILWAY CONCRETE
 FL0634'ARCH BRIDGE 492-C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0428 ***********************************************************************
 CB0428  DESIGNATION -  RR 713
 CB0428  PID         -  CB0428
 CB0428  STATE/COUNTY-  TX/REAGAN
 CB0428  USGS QUAD   -  STILES (1970)
 CB0428
 CB0428                         *CURRENT SURVEY CONTROL
 CB0428  ___________________________________________________________________
 CB0428* NAD 83(1986)-  31 23 40.     (N)    101 33 13.     (W)     SCALED    
 CB0428* NAVD 88     -       781.294  (meters)    2563.30   (feet)  ADJUSTED  
 CB0428  ___________________________________________________________________
 CB0428  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0428  DYNAMIC HT  -         780.182 (meters)    2559.65  (feet)  COMP
 CB0428  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 CB0428
 CB0428  VERT ORDER  -  SECOND    CLASS 0
 CB0428
 CB0428.The horizontal coordinates were scaled from a topographic map and have
 CB0428.an estimated accuracy of +/- 6 seconds.
 CB0428
 CB0428.The orthometric height was determined by differential leveling
 CB0428.and adjusted by the National Geodetic Survey in June 1991..
 CB0428
 CB0428.The geoid height was determined by GEOID03.
 CB0428
 CB0428.The dynamic height is computed by dividing the NAVD 88
 CB0428.geopotential number by the normal gravity value computed on the
 CB0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0428.degrees latitude (g = 980.6199 gals.).
 CB0428
 CB0428.The modeled gravity was interpolated from observed gravity values.
 CB0428
 CB0428;                    North         East    Units  Estimated Accuracy
 CB0428;SPC TX C     - 3,192,170.      583,950.      MT  (+/- 180 meters Scaled)
 CB0428
 CB0428                          SUPERSEDED SURVEY CONTROL
 CB0428
 CB0428  NGVD 29 (??/??/92)  780.975  (m)         2562.25   (f) ADJ UNCH    2 0
 CB0428
 CB0428.Superseded values are not recommended for survey control.
 CB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0428.See file dsdata.txt to determine how the superseded data were derived.
 CB0428
 CB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV571761(NAD 83)
 CB0428_MARKER: DB = BENCH MARK DISK
 CB0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0428_STAMPING: RR 713 1942
 CB0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0428+STABILITY: SURFACE MOTION
 CB0428
 CB0428  HISTORY     - Date     Condition        Report By
 CB0428  HISTORY     - 1942     MONUMENTED       CGS
 CB0428  HISTORY     - 1970     MARK NOT FOUND   USGS
 CB0428
 CB0428                          STATION DESCRIPTION
 CB0428
 CB0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0428'1.4 MI S FROM STILES.
 CB0428'1.4 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0428'FROM THE SCHOOL AT STILES, REAGAN COUNTY, 0.1 MILE NORTH OF A DAGGER
 CB0428'TREE ON THE WEST SIDE OF THE ROAD, 58 FEET WEST OF THE CENTERLINE OF
 CB0428'THE ROAD, 1-1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 CB0428'INSIDE THE RIGHT-OF-WAY FENCE, 2 FEET HIGHER THAN THE ROAD AND SET IN
 CB0428'THE TOP OF A CONCRETE POST.
 CB0428
 CB0428                          STATION RECOVERY (1970)
 CB0428
 CB0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CB0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2493 ***********************************************************************
 AW2493  DESIGNATION -  RR 9
 AW2493  PID         -  AW2493
 AW2493  STATE/COUNTY-  TX/GALVESTON
 AW2493  USGS QUAD   -  HIGH ISLAND (1994)
 AW2493
 AW2493                         *CURRENT SURVEY CONTROL
 AW2493  ___________________________________________________________________
 AW2493* NAD 83(1986)-  29 31 03.     (N)    094 28 34.     (W)     SCALED    
 AW2493* NAVD 88     -         1.59   (+/-2cm)       5.2    (feet)  VERTCON   
 AW2493  ___________________________________________________________________
 AW2493  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW2493
 AW2493  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2493
 AW2493.The horizontal coordinates were scaled from a topographic map and have
 AW2493.an estimated accuracy of +/- 6 seconds.
 AW2493
 AW2493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2493.The vertical order pertains to the NGVD 29 superseded value.
 AW2493
 AW2493.The geoid height was determined by GEOID03.
 AW2493
 AW2493;                    North         East    Units  Estimated Accuracy
 AW2493;SPC TXSC     - 4,195,130.    1,038,420.      MT  (+/- 180 meters Scaled)
 AW2493
 AW2493                          SUPERSEDED SURVEY CONTROL
 AW2493
 AW2493  NGVD 29 (??/??/92)    1.59   (m)            5.2    (f) COMPUTED    1 2
 AW2493
 AW2493.Superseded values are not recommended for survey control.
 AW2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2493.See file dsdata.txt to determine how the superseded data were derived.
 AW2493
 AW2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN569662(NAD 83)
 AW2493_MARKER: Z = SEE DESCRIPTION
 AW2493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2493_SP_SET: RAIL
 AW2493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2493
 AW2493  HISTORY     - Date     Condition        Report By
 AW2493  HISTORY     - UNK      MONUMENTED       CGS
 AW2493  HISTORY     - 1936     GOOD             NGS
 AW2493  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2493  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 AW2493  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 AW2493  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW2493  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW2493
 AW2493                          STATION DESCRIPTION
 AW2493
 AW2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2493'1.2 MI NE FROM GILCHRIST.
 AW2493'1.2 MILES NORTHEAST OF DEPOT.  ALONG STATE HIGHWAY 87 BETWEEN PORT
 AW2493'BOLIVAR AND HIGH ISLAND, 60 FEET SOUTHWEST OF MILE POLE 28 MEASURED
 AW2493'ALONG THE RAILROAD, 36 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW2493'HIGHWAY, IN A FENCE LINE, AND THE RAIL END PROJECTS ABOUT 2 FEET ABOVE
 AW2493'THE GROUND.
 AW2493
 AW2493                          STATION RECOVERY (1953)
 AW2493
 AW2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2493'MARK NOT FOUND.
 AW2493
 AW2493                          STATION RECOVERY (1999)
 AW2493
 AW2493'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2493'MARK NOT FOUND.
 AW2493
 AW2493                          STATION RECOVERY (2001)
 AW2493
 AW2493'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW2493'MARK NOT FOUND.
 AW2493
 AW2493                          STATION RECOVERY (2002)
 AW2493
 AW2493'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW2493'MARK NOT FOUND.
 AW2493
 AW2493                          STATION RECOVERY (2003)
 AW2493
 AW2493'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0976 ***********************************************************************
 EN0976  DESIGNATION -  RR BEACON
 EN0976  PID         -  EN0976
 EN0976  STATE/COUNTY-  TX/CHILDRESS
 EN0976  USGS QUAD   -  ESTELLINE NW (1984)
 EN0976
 EN0976                         *CURRENT SURVEY CONTROL
 EN0976  ___________________________________________________________________
 EN0976* NAD 83(1993)-  34 43 26.24010(N)    100 22 42.88076(W)     ADJUSTED  
 EN0976* NAVD 88     -       607.8    (meters)    1994.     (feet)  VERTCON   
 EN0976  ___________________________________________________________________
 EN0976  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 EN0976  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EN0976
 EN0976  HORZ ORDER  -  THIRD
 EN0976
 EN0976.The horizontal coordinates were established by classical geodetic methods
 EN0976.and adjusted by the National Geodetic Survey in February 1996..
 EN0976
 EN0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0976
 EN0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0976
 EN0976.The geoid height was determined by GEOID03.
 EN0976
 EN0976;                    North         East     Units Scale Factor Converg.
 EN0976;SPC TX N     - 1,080,897.048   302,711.293   MT  0.99998368   +0 38 59.7
 EN0976;SPC TX N     - 3,546,243.06    993,145.30   sFT  0.99998368   +0 38 59.7
 EN0976;UTM  14      - 3,843,296.560   373,777.160   MT  0.99979637   -0 47 07.3
 EN0976
 EN0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0976!SPC TX N     -   0.99990895  x   0.99998368  =   0.99989264
 EN0976!UTM  14      -   0.99990895  x   0.99979637  =   0.99970534
 EN0976
 EN0976                          SUPERSEDED SURVEY CONTROL
 EN0976
 EN0976  NAD 83(1993)-  34 43 26.24021(N)    100 22 42.87994(W) AD(       ) 3
 EN0976  NAD 83(1986)-  34 43 26.24524(N)    100 22 42.87337(W) AD(       ) 3
 EN0976  NGVD 29 (01/19/93)  607.5    (m)         1993.     (f) VERT ANG       
 EN0976
 EN0976.Superseded values are not recommended for survey control.
 EN0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0976.See file dsdata.txt to determine how the superseded data were derived.
 EN0976
 EN0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7377743297(NAD 83)
 EN0976_MARKER: Z = SEE DESCRIPTION
 EN0976_SETTING: 0 = UNSPECIFIED SETTING
 EN0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0976
 EN0976  HISTORY     - Date     Condition        Report By
 EN0976  HISTORY     - 1955     MONUMENTED       USGS
 EN0976
 EN0976                          STATION DESCRIPTION
 EN0976
 EN0976'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 EN0976'STATION IS LOCATED 8.8 MI. E. OF MEMPHIS AND ABOUT 50 FT. S. OF
 EN0976'HIGHWAY 256.
 EN0976'
 EN0976'STATION MARK--A COPPERWELD MARKER STAMPED---RR BEACON USGS---, SET
 EN0976'FLUSH WITH GROUND AND CENTERED UNDER AN AIRWAY BEACON.
 EN0976'
 EN0976'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0800 ***********************************************************************
 FM0800  DESIGNATION -  RRBM 1 CBQRR
 FM0800  PID         -  FM0800
 FM0800  STATE/COUNTY-  TX/HARTLEY
 FM0800  USGS QUAD   -  HARTLEY (1973)
 FM0800
 FM0800                         *CURRENT SURVEY CONTROL
 FM0800  ___________________________________________________________________
 FM0800* NAD 83(1986)-  35 59 34.     (N)    102 27 34.     (W)     SCALED    
 FM0800* NAVD 88     -      1199.875  (meters)    3936.59   (feet)  ADJUSTED  
 FM0800  ___________________________________________________________________
 FM0800  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 FM0800  DYNAMIC HT  -        1198.476 (meters)    3932.00  (feet)  COMP
 FM0800  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 FM0800
 FM0800  VERT ORDER  -  FIRST     CLASS II
 FM0800
 FM0800.The horizontal coordinates were scaled from a topographic map and have
 FM0800.an estimated accuracy of +/- 6 seconds.
 FM0800
 FM0800.The orthometric height was determined by differential leveling
 FM0800.and adjusted by the National Geodetic Survey in June 1991..
 FM0800
 FM0800.The geoid height was determined by GEOID03.
 FM0800
 FM0800.The dynamic height is computed by dividing the NAVD 88
 FM0800.geopotential number by the normal gravity value computed on the
 FM0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0800.degrees latitude (g = 980.6199 gals.).
 FM0800
 FM0800.The modeled gravity was interpolated from observed gravity values.
 FM0800
 FM0800;                    North         East    Units  Estimated Accuracy
 FM0800;SPC TX N     - 1,221,500.      113,490.      MT  (+/- 180 meters Scaled)
 FM0800
 FM0800                          SUPERSEDED SURVEY CONTROL
 FM0800
 FM0800  NGVD 29 (??/??/92) 1199.312  (m)         3934.74   (f) ADJ UNCH    1 2
 FM0800
 FM0800.Superseded values are not recommended for survey control.
 FM0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0800.See file dsdata.txt to determine how the superseded data were derived.
 FM0800
 FM0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV290861(NAD 83)
 FM0800_MARKER: S = SPIKE
 FM0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0800_SP_SET: POLE
 FM0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0800
 FM0800  HISTORY     - Date     Condition        Report By
 FM0800  HISTORY     - UNK      MONUMENTED       CBQRR
 FM0800  HISTORY     - 1933     GOOD             NGS
 FM0800  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0800
 FM0800                          STATION DESCRIPTION
 FM0800
 FM0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0800'6.4 MI SE FROM DALHART.
 FM0800'6.4 MILES SOUTH EAST OF THE COURTHOUSE ALONG THE FORT WORTH AND DENVER
 FM0800'CITY RAILROAD.  AT STATION NO. 21715 PLUS 10, 9 POLES NORTH WEST OF
 FM0800'MILE POLE NO. 411.
 FM0800
 FM0800                          STATION RECOVERY (1985)
 FM0800
 FM0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0800'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1077 ***********************************************************************
 FL1077  DESIGNATION -  RRBM 11 BNRR
 FL1077  PID         -  FL1077
 FL1077  STATE/COUNTY-  TX/POTTER
 FL1077  USGS QUAD   -  CLIFFSIDE (1973)
 FL1077
 FL1077                         *CURRENT SURVEY CONTROL
 FL1077  ___________________________________________________________________
 FL1077* NAD 83(1986)-  35 17 40.     (N)    101 57 23.     (W)     SCALED    
 FL1077* NAVD 88     -      1040.104  (meters)    3412.41   (feet)  ADJUSTED  
 FL1077  ___________________________________________________________________
 FL1077  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1077  DYNAMIC HT  -        1038.875 (meters)    3408.38  (feet)  COMP
 FL1077  MODELED GRAV-     979,417.1   (mgal)                       NAVD 88
 FL1077
 FL1077  VERT ORDER  -  FIRST     CLASS II
 FL1077
 FL1077.The horizontal coordinates were scaled from a topographic map and have
 FL1077.an estimated accuracy of +/- 6 seconds.
 FL1077
 FL1077.The orthometric height was determined by differential leveling
 FL1077.and adjusted by the National Geodetic Survey in June 1991..
 FL1077
 FL1077.The geoid height was determined by GEOID03.
 FL1077
 FL1077.The dynamic height is computed by dividing the NAVD 88
 FL1077.geopotential number by the normal gravity value computed on the
 FL1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1077.degrees latitude (g = 980.6199 gals.).
 FL1077
 FL1077.The modeled gravity was interpolated from observed gravity values.
 FL1077
 FL1077;                    North         East    Units  Estimated Accuracy
 FL1077;SPC TX N     - 1,143,700.      158,490.      MT  (+/- 180 meters Scaled)
 FL1077
 FL1077                          SUPERSEDED SURVEY CONTROL
 FL1077
 FL1077  NGVD 29 (??/??/92) 1039.612  (m)         3410.79   (f) ADJ UNCH    1 2
 FL1077
 FL1077.Superseded values are not recommended for survey control.
 FL1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1077.See file dsdata.txt to determine how the superseded data were derived.
 FL1077
 FL1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE311097(NAD 83)
 FL1077_MARKER: Z = SEE DESCRIPTION
 FL1077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1077_SP_SET: BOILER FLUE
 FL1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1077
 FL1077  HISTORY     - Date     Condition        Report By
 FL1077  HISTORY     - UNK      MONUMENTED       BNRR
 FL1077  HISTORY     - 1933     GOOD             NGS
 FL1077  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1077
 FL1077                          STATION DESCRIPTION
 FL1077
 FL1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FL1077'1.9 MI SE FROM GENTRY.
 FL1077'1.9 MILES SOUTHEAST OF THE DEPOT ALONG THE FORT WORTH AND DENVER CITY
 FL1077'RAILRAOD.  AT STATION NO. 18231 PLUS 22, 10 POLES NORTH OF MILE POST
 FL1077'NO. 345.  ON TOP OF BOILER FLUE, 40 FEET EAST OF THE CENTERLINE OF THE
 FL1077'TRACKS.
 FL1077
 FL1077                          STATION RECOVERY (1985)
 FL1077
 FL1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1077'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1082 ***********************************************************************
 FL1082  DESIGNATION -  RRBM 12 BNRR
 FL1082  PID         -  FL1082
 FL1082  STATE/COUNTY-  TX/POTTER
 FL1082  USGS QUAD   -  CLIFFSIDE (1973)
 FL1082
 FL1082                         *CURRENT SURVEY CONTROL
 FL1082  ___________________________________________________________________
 FL1082* NAD 83(1986)-  35 15 06.     (N)    101 54 14.     (W)     SCALED    
 FL1082* NAVD 88     -      1055.253  (meters)    3462.11   (feet)  ADJUSTED  
 FL1082  ___________________________________________________________________
 FL1082  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL1082  DYNAMIC HT  -        1054.006 (meters)    3458.02  (feet)  COMP
 FL1082  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 FL1082
 FL1082  VERT ORDER  -  FIRST     CLASS II
 FL1082
 FL1082.The horizontal coordinates were scaled from a topographic map and have
 FL1082.an estimated accuracy of +/- 6 seconds.
 FL1082
 FL1082.The orthometric height was determined by differential leveling
 FL1082.and adjusted by the National Geodetic Survey in June 1991..
 FL1082
 FL1082.The geoid height was determined by GEOID03.
 FL1082
 FL1082.The dynamic height is computed by dividing the NAVD 88
 FL1082.geopotential number by the normal gravity value computed on the
 FL1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1082.degrees latitude (g = 980.6199 gals.).
 FL1082
 FL1082.The modeled gravity was interpolated from observed gravity values.
 FL1082
 FL1082;                    North         East    Units  Estimated Accuracy
 FL1082;SPC TX N     - 1,138,930.      163,250.      MT  (+/- 180 meters Scaled)
 FL1082
 FL1082                          SUPERSEDED SURVEY CONTROL
 FL1082
 FL1082  NGVD 29 (??/??/92) 1054.761  (m)         3460.49   (f) ADJ UNCH    1 2
 FL1082
 FL1082.Superseded values are not recommended for survey control.
 FL1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1082.See file dsdata.txt to determine how the superseded data were derived.
 FL1082
 FL1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE357048(NAD 83)
 FL1082_MARKER: X = CHISELED CROSS
 FL1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1082_SP_SET: BRIDGE
 FL1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1082
 FL1082  HISTORY     - Date     Condition        Report By
 FL1082  HISTORY     - UNK      MONUMENTED       BNRR
 FL1082  HISTORY     - 1933     GOOD             NGS
 FL1082  HISTORY     - 1935     GOOD             NGS
 FL1082  HISTORY     - 1985     POOR             NGS
 FL1082
 FL1082                          STATION DESCRIPTION
 FL1082
 FL1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FL1082'6.2 MI SE FROM GENTRY.
 FL1082'6.2 MILES SOUTHEAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FL1082'CITY RAILROAD.  AT .BRIDGE NO. 340-99.  ON THE NORTH EAST CORNER OF
 FL1082'HEADWALL.
 FL1082
 FL1082                          STATION RECOVERY (1935)
 FL1082
 FL1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL1082'RECOVERED IN GOOD CONDITION.
 FL1082
 FL1082                          STATION RECOVERY (1985)
 FL1082
 FL1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1082'RECOVERED IN POOR CONDITION.  A NEW TO REACH FOLLOWS.  4.2 KM (2.6 MI)
 FL1082'EASTERLY ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION WITH RANCH ROAD 1061
 FL1082'IN AMARILLO, THENCE 6.2 KM (3.85 MI) NORTHWESTERLY ALONG THE
 FL1082'BURLINGTON NORTHERN RAILROAD.  NOTE THE HEADWALL IS WEATHER BEATEN AND
 FL1082'THE CHISLED CROSS IS BEARLY VISIABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0063 ***********************************************************************
 GK0063  DESIGNATION -  RRBM 13
 GK0063  PID         -  GK0063
 GK0063  STATE/COUNTY-  TX/LIPSCOMB
 GK0063  USGS QUAD   -  MAGOUN (1972)
 GK0063
 GK0063                         *CURRENT SURVEY CONTROL
 GK0063  ___________________________________________________________________
 GK0063* NAD 83(1986)-  36 23 27.     (N)    100 03 27.     (W)     SCALED    
 GK0063* NAVD 88     -       748.660  (meters)    2456.23   (feet)  ADJUSTED  
 GK0063  ___________________________________________________________________
 GK0063  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GK0063  DYNAMIC HT  -         747.905 (meters)    2453.75  (feet)  COMP
 GK0063  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 GK0063
 GK0063  VERT ORDER  -  SECOND    CLASS 0
 GK0063
 GK0063.The horizontal coordinates were scaled from a topographic map and have
 GK0063.an estimated accuracy of +/- 6 seconds.
 GK0063
 GK0063.The orthometric height was determined by differential leveling
 GK0063.and adjusted by the National Geodetic Survey in June 1991..
 GK0063
 GK0063.The geoid height was determined by GEOID03.
 GK0063
 GK0063.The dynamic height is computed by dividing the NAVD 88
 GK0063.geopotential number by the normal gravity value computed on the
 GK0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0063.degrees latitude (g = 980.6199 gals.).
 GK0063
 GK0063.The modeled gravity was interpolated from observed gravity values.
 GK0063
 GK0063;                    North         East    Units  Estimated Accuracy
 GK0063;SPC TX N     - 1,266,190.      329,420.      MT  (+/- 180 meters Scaled)
 GK0063
 GK0063                          SUPERSEDED SURVEY CONTROL
 GK0063
 GK0063  NGVD 29 (??/??/92)  748.349  (m)         2455.21   (f) ADJ UNCH    2 0
 GK0063
 GK0063.Superseded values are not recommended for survey control.
 GK0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0063.See file dsdata.txt to determine how the superseded data were derived.
 GK0063
 GK0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF051278(NAD 83)
 GK0063_MARKER: B = BOLT
 GK0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0063+STABILITY: SURFACE MOTION
 GK0063
 GK0063  HISTORY     - Date     Condition        Report By
 GK0063  HISTORY     - UNK      MONUMENTED       ATSFRR
 GK0063  HISTORY     - 1934     GOOD             NGS
 GK0063  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0063
 GK0063                          STATION DESCRIPTION
 GK0063
 GK0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0063'5.7 MI SE FROM FOLLETT.
 GK0063'5.7 MILES SOUTHEAST OF P. AND S.F.RR. STATION AT FOLLETT 75 FEET NORTH
 GK0063'OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILWAY TRACK.  30 FEET WEST
 GK0063'OF MILE POLE 13.
 GK0063
 GK0063                          STATION RECOVERY (1972)
 GK0063
 GK0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0062 ***********************************************************************
 GK0062  DESIGNATION -  RRBM 14
 GK0062  PID         -  GK0062
 GK0062  STATE/COUNTY-  TX/LIPSCOMB
 GK0062  USGS QUAD   -  MAGOUN (1972)
 GK0062
 GK0062                         *CURRENT SURVEY CONTROL
 GK0062  ___________________________________________________________________
 GK0062* NAD 83(1986)-  36 23 58.     (N)    100 04 27.     (W)     SCALED    
 GK0062* NAVD 88     -       762.227  (meters)    2500.74   (feet)  ADJUSTED  
 GK0062  ___________________________________________________________________
 GK0062  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GK0062  DYNAMIC HT  -         761.459 (meters)    2498.22  (feet)  COMP
 GK0062  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 GK0062
 GK0062  VERT ORDER  -  SECOND    CLASS 0
 GK0062
 GK0062.The horizontal coordinates were scaled from a topographic map and have
 GK0062.an estimated accuracy of +/- 6 seconds.
 GK0062
 GK0062.The orthometric height was determined by differential leveling
 GK0062.and adjusted by the National Geodetic Survey in June 1991..
 GK0062
 GK0062.The geoid height was determined by GEOID03.
 GK0062
 GK0062.The dynamic height is computed by dividing the NAVD 88
 GK0062.geopotential number by the normal gravity value computed on the
 GK0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0062.degrees latitude (g = 980.6199 gals.).
 GK0062
 GK0062.The modeled gravity was interpolated from observed gravity values.
 GK0062
 GK0062;                    North         East    Units  Estimated Accuracy
 GK0062;SPC TX N     - 1,267,130.      327,910.      MT  (+/- 180 meters Scaled)
 GK0062
 GK0062                          SUPERSEDED SURVEY CONTROL
 GK0062
 GK0062  NGVD 29 (??/??/92)  761.918  (m)         2499.73   (f) ADJ UNCH    2 0
 GK0062
 GK0062.Superseded values are not recommended for survey control.
 GK0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0062.See file dsdata.txt to determine how the superseded data were derived.
 GK0062
 GK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF036287(NAD 83)
 GK0062_MARKER: B = BOLT
 GK0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0062+STABILITY: SURFACE MOTION
 GK0062
 GK0062  HISTORY     - Date     Condition        Report By
 GK0062  HISTORY     - UNK      MONUMENTED       ATSFRR
 GK0062  HISTORY     - 1934     GOOD             NGS
 GK0062  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0062
 GK0062                          STATION DESCRIPTION
 GK0062
 GK0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0062'4.6 MI SE FROM FOLLETT.
 GK0062'4.6 MILES SOUTHEAST OF P. AND S.F. RR STATION AT FOLLETT 90 FEET NORTH
 GK0062'OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILWAY TRACK.  42 FEET
 GK0062'NORTHWEST OF MILEPOLE 14.
 GK0062
 GK0062                          STATION RECOVERY (1972)
 GK0062
 GK0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0058 ***********************************************************************
 GK0058  DESIGNATION -  RRBM 19
 GK0058  PID         -  GK0058
 GK0058  STATE/COUNTY-  TX/LIPSCOMB
 GK0058  USGS QUAD   -  FOLLETT (1972)
 GK0058
 GK0058                         *CURRENT SURVEY CONTROL
 GK0058  ___________________________________________________________________
 GK0058* NAD 83(1986)-  36 26 00.     (N)    100 08 47.     (W)     SCALED    
 GK0058* NAVD 88     -       798.614  (meters)    2620.12   (feet)  ADJUSTED  
 GK0058  ___________________________________________________________________
 GK0058  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GK0058  DYNAMIC HT  -         797.808 (meters)    2617.48  (feet)  COMP
 GK0058  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 GK0058
 GK0058  VERT ORDER  -  SECOND    CLASS 0
 GK0058
 GK0058.The horizontal coordinates were scaled from a topographic map and have
 GK0058.an estimated accuracy of +/- 6 seconds.
 GK0058
 GK0058.The orthometric height was determined by differential leveling
 GK0058.and adjusted by the National Geodetic Survey in June 1991..
 GK0058
 GK0058.The geoid height was determined by GEOID03.
 GK0058
 GK0058.The dynamic height is computed by dividing the NAVD 88
 GK0058.geopotential number by the normal gravity value computed on the
 GK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0058.degrees latitude (g = 980.6199 gals.).
 GK0058
 GK0058.The modeled gravity was interpolated from observed gravity values.
 GK0058
 GK0058;                    North         East    Units  Estimated Accuracy
 GK0058;SPC TX N     - 1,270,790.      321,380.      MT  (+/- 180 meters Scaled)
 GK0058
 GK0058                          SUPERSEDED SURVEY CONTROL
 GK0058
 GK0058  NGVD 29 (??/??/92)  798.308  (m)         2619.12   (f) ADJ UNCH    2 0
 GK0058
 GK0058.Superseded values are not recommended for survey control.
 GK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0058.See file dsdata.txt to determine how the superseded data were derived.
 GK0058
 GK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF972326(NAD 83)
 GK0058_MARKER: B = BOLT
 GK0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0058+STABILITY: SURFACE MOTION
 GK0058
 GK0058  HISTORY     - Date     Condition        Report By
 GK0058  HISTORY     - UNK      MONUMENTED       ATSFRR
 GK0058  HISTORY     - 1934     GOOD             NGS
 GK0058  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0058
 GK0058                          STATION DESCRIPTION
 GK0058
 GK0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0058'0.4 MI NW FROM FOLLETT.
 GK0058'0.4 MILE NORTHWEST OF P.AND S.F.RR. STATION AT FOLLETT 390 FEET
 GK0058'SOUTHEAST OF MILEPOST 19.  27 FEET NORTHEAST OF NEAREST RAIL OF
 GK0058'PANHANDLE AND SANTA FE RAILWAY TRACK.  10 FEET SOUTHWEST OF CENTER
 GK0058'LINE OF TEXAS STATE HIGHWAY 117.
 GK0058
 GK0058                          STATION RECOVERY (1973)
 GK0058
 GK0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0050 ***********************************************************************
 GK0050  DESIGNATION -  RRBM 32
 GK0050  PID         -  GK0050
 GK0050  STATE/COUNTY-  TX/LIPSCOMB
 GK0050  USGS QUAD   -  DARROUZETT (1972)
 GK0050
 GK0050                         *CURRENT SURVEY CONTROL
 GK0050  ___________________________________________________________________
 GK0050* NAD 83(1986)-  36 26 00.     (N)    100 21 39.     (W)     SCALED    
 GK0050* NAVD 88     -       800.098  (meters)    2624.99   (feet)  ADJUSTED  
 GK0050  ___________________________________________________________________
 GK0050  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GK0050  DYNAMIC HT  -         799.280 (meters)    2622.30  (feet)  COMP
 GK0050  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 GK0050
 GK0050  VERT ORDER  -  SECOND    CLASS 0
 GK0050
 GK0050.The horizontal coordinates were scaled from a topographic map and have
 GK0050.an estimated accuracy of +/- 6 seconds.
 GK0050
 GK0050.The orthometric height was determined by differential leveling
 GK0050.and adjusted by the National Geodetic Survey in June 1991..
 GK0050
 GK0050.The geoid height was determined by GEOID03.
 GK0050
 GK0050.The dynamic height is computed by dividing the NAVD 88
 GK0050.geopotential number by the normal gravity value computed on the
 GK0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0050.degrees latitude (g = 980.6199 gals.).
 GK0050
 GK0050.The modeled gravity was interpolated from observed gravity values.
 GK0050
 GK0050;                    North         East    Units  Estimated Accuracy
 GK0050;SPC TX N     - 1,270,550.      302,150.      MT  (+/- 180 meters Scaled)
 GK0050
 GK0050                          SUPERSEDED SURVEY CONTROL
 GK0050
 GK0050  NGVD 29 (??/??/92)  799.772  (m)         2623.92   (f) ADJ UNCH    2 0
 GK0050
 GK0050.Superseded values are not recommended for survey control.
 GK0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0050.See file dsdata.txt to determine how the superseded data were derived.
 GK0050
 GK0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF780328(NAD 83)
 GK0050_MARKER: B = BOLT
 GK0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0050+STABILITY: SURFACE MOTION
 GK0050
 GK0050  HISTORY     - Date     Condition        Report By
 GK0050  HISTORY     - UNK      MONUMENTED       ATSFRR
 GK0050  HISTORY     - 1934     GOOD             NGS
 GK0050  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0050
 GK0050                          STATION DESCRIPTION
 GK0050
 GK0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0050'2.4 MI W FROM DARROUZETT.
 GK0050'2.4 MILES WEST OF DARROUZETT P.AND SF. RR. STATION 125 FEET SOUTH OF
 GK0050'NEAREST RAIL OF PANHANDLE AND SANTA FE TRACK, 50 FEET WEST OF AND ON
 GK0050'OPPOSITE SIDE OF TRACK OF MILEPOST 32.
 GK0050
 GK0050                          STATION RECOVERY (1971)
 GK0050
 GK0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0047 ***********************************************************************
 GK0047  DESIGNATION -  RRBM 35
 GK0047  PID         -  GK0047
 GK0047  STATE/COUNTY-  TX/LIPSCOMB
 GK0047  USGS QUAD   -  GAYLORD (1972)
 GK0047
 GK0047                         *CURRENT SURVEY CONTROL
 GK0047  ___________________________________________________________________
 GK0047* NAD 83(1986)-  36 26 16.     (N)    100 24 44.     (W)     SCALED    
 GK0047* NAVD 88     -       837.556  (meters)    2747.88   (feet)  ADJUSTED  
 GK0047  ___________________________________________________________________
 GK0047  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 GK0047  DYNAMIC HT  -         836.697 (meters)    2745.06  (feet)  COMP
 GK0047  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 GK0047
 GK0047  VERT ORDER  -  SECOND    CLASS 0
 GK0047
 GK0047.The horizontal coordinates were scaled from a topographic map and have
 GK0047.an estimated accuracy of +/- 6 seconds.
 GK0047
 GK0047.The orthometric height was determined by differential leveling
 GK0047.and adjusted by the National Geodetic Survey in June 1991..
 GK0047
 GK0047.The geoid height was determined by GEOID03.
 GK0047
 GK0047.The dynamic height is computed by dividing the NAVD 88
 GK0047.geopotential number by the normal gravity value computed on the
 GK0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0047.degrees latitude (g = 980.6199 gals.).
 GK0047
 GK0047.The modeled gravity was interpolated from observed gravity values.
 GK0047
 GK0047;                    North         East    Units  Estimated Accuracy
 GK0047;SPC TX N     - 1,270,990.      297,540.      MT  (+/- 180 meters Scaled)
 GK0047
 GK0047                          SUPERSEDED SURVEY CONTROL
 GK0047
 GK0047  NGVD 29 (??/??/92)  837.205  (m)         2746.73   (f) ADJ UNCH    2 0
 GK0047
 GK0047.Superseded values are not recommended for survey control.
 GK0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0047.See file dsdata.txt to determine how the superseded data were derived.
 GK0047
 GK0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF734334(NAD 83)
 GK0047_MARKER: B = BOLT
 GK0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0047+STABILITY: SURFACE MOTION
 GK0047
 GK0047  HISTORY     - Date     Condition        Report By
 GK0047  HISTORY     - UNK      MONUMENTED       ATSFRR
 GK0047  HISTORY     - 1934     GOOD             NGS
 GK0047
 GK0047                          STATION DESCRIPTION
 GK0047
 GK0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0047'5.5 MI W FROM DARROUZETT.
 GK0047'5.5 MILES WEST OF DARROUZETT P. AND SF. RR. STATION 120 FEET NORTHEAST
 GK0047'OF NEAREST RAIL OF PANHANDLE AND SANTA FE TRACK, 45 FEET NORTHWEST OF
 GK0047'MILEPOST 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0046 ***********************************************************************
 GK0046  DESIGNATION -  RRBM 36
 GK0046  PID         -  GK0046
 GK0046  STATE/COUNTY-  TX/LIPSCOMB
 GK0046  USGS QUAD   -  GAYLORD (1972)
 GK0046
 GK0046                         *CURRENT SURVEY CONTROL
 GK0046  ___________________________________________________________________
 GK0046* NAD 83(1986)-  36 26 28.     (N)    100 25 47.     (W)     SCALED    
 GK0046* NAVD 88     -       848.797  (meters)    2784.76   (feet)  ADJUSTED  
 GK0046  ___________________________________________________________________
 GK0046  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GK0046  DYNAMIC HT  -         847.926 (meters)    2781.90  (feet)  COMP
 GK0046  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 GK0046
 GK0046  VERT ORDER  -  SECOND    CLASS 0
 GK0046
 GK0046.The horizontal coordinates were scaled from a topographic map and have
 GK0046.an estimated accuracy of +/- 6 seconds.
 GK0046
 GK0046.The orthometric height was determined by differential leveling
 GK0046.and adjusted by the National Geodetic Survey in June 1991..
 GK0046
 GK0046.The geoid height was determined by GEOID03.
 GK0046
 GK0046.The dynamic height is computed by dividing the NAVD 88
 GK0046.geopotential number by the normal gravity value computed on the
 GK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0046.degrees latitude (g = 980.6199 gals.).
 GK0046
 GK0046.The modeled gravity was interpolated from observed gravity values.
 GK0046
 GK0046;                    North         East    Units  Estimated Accuracy
 GK0046;SPC TX N     - 1,271,350.      295,970.      MT  (+/- 180 meters Scaled)
 GK0046
 GK0046                          SUPERSEDED SURVEY CONTROL
 GK0046
 GK0046  NGVD 29 (??/??/92)  848.441  (m)         2783.59   (f) ADJ UNCH    2 0
 GK0046
 GK0046.Superseded values are not recommended for survey control.
 GK0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0046.See file dsdata.txt to determine how the superseded data were derived.
 GK0046
 GK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF718338(NAD 83)
 GK0046_MARKER: B = BOLT
 GK0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0046+STABILITY: SURFACE MOTION
 GK0046
 GK0046  HISTORY     - Date     Condition        Report By
 GK0046  HISTORY     - UNK      MONUMENTED       ATSFRR
 GK0046  HISTORY     - 1934     GOOD             NGS
 GK0046
 GK0046                          STATION DESCRIPTION
 GK0046
 GK0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0046'6.3 MI E FROM BOOKER.
 GK0046'6.3 MILES EAST OF BOOKER P. AND SF. RR. STATION 72 FEET NORTH OF
 GK0046'NEAREST RAIL OF PANHANDLE AND SANTA FE TRACK, 54 FEET EAST OF MILEPOST
 GK0046'36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0180 ***********************************************************************
 FM0180  DESIGNATION -  RRBM 38
 FM0180  PID         -  FM0180
 FM0180  STATE/COUNTY-  TX/MOORE
 FM0180  USGS QUAD   -  BAUTISTA (1971)
 FM0180
 FM0180                         *CURRENT SURVEY CONTROL
 FM0180  ___________________________________________________________________
 FM0180* NAD 83(1986)-  35 40 25.     (N)    102 00 21.     (W)     SCALED    
 FM0180* NAVD 88     -      1137.956  (meters)    3733.44   (feet)  ADJUSTED  
 FM0180  ___________________________________________________________________
 FM0180  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 FM0180  DYNAMIC HT  -        1136.616 (meters)    3729.05  (feet)  COMP
 FM0180  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 FM0180
 FM0180  VERT ORDER  -  SECOND    CLASS 0
 FM0180
 FM0180.The horizontal coordinates were scaled from a topographic map and have
 FM0180.an estimated accuracy of +/- 6 seconds.
 FM0180
 FM0180.The orthometric height was determined by differential leveling
 FM0180.and adjusted by the National Geodetic Survey in June 1991..
 FM0180
 FM0180.The geoid height was determined by GEOID03.
 FM0180
 FM0180.The dynamic height is computed by dividing the NAVD 88
 FM0180.geopotential number by the normal gravity value computed on the
 FM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0180.degrees latitude (g = 980.6199 gals.).
 FM0180
 FM0180.The modeled gravity was interpolated from observed gravity values.
 FM0180
 FM0180;                    North         East    Units  Estimated Accuracy
 FM0180;SPC TX N     - 1,185,780.      154,210.      MT  (+/- 180 meters Scaled)
 FM0180
 FM0180                          SUPERSEDED SURVEY CONTROL
 FM0180
 FM0180  NGVD 29 (??/??/92) 1137.396  (m)         3731.61   (f) ADJ UNCH    2 0
 FM0180
 FM0180.Superseded values are not recommended for survey control.
 FM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0180.See file dsdata.txt to determine how the superseded data were derived.
 FM0180
 FM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV710518(NAD 83)
 FM0180_MARKER: DD = SURVEY DISK
 FM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0180+STABILITY: SURFACE MOTION
 FM0180
 FM0180  HISTORY     - Date     Condition        Report By
 FM0180  HISTORY     - UNK      MONUMENTED       ATSFRR
 FM0180  HISTORY     - 1934     GOOD             NGS
 FM0180
 FM0180                          STATION DESCRIPTION
 FM0180
 FM0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0180'14.0 MI SE FROM DUMAS.
 FM0180'14.0 MILES SE OF AND ALONG THE S.F.R.R. 100 FT. E OF MILE POST 38. 48
 FM0180'FT. NE OF CENTER OF TRACK.  2 FT. SW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0044 ***********************************************************************
 GK0044  DESIGNATION -  RRBM 38
 GK0044  PID         -  GK0044
 GK0044  STATE/COUNTY-  TX/LIPSCOMB
 GK0044  USGS QUAD   -  GAYLORD (1972)
 GK0044
 GK0044                         *CURRENT SURVEY CONTROL
 GK0044  ___________________________________________________________________
 GK0044* NAD 83(1986)-  36 26 36.     (N)    100 27 54.     (W)     SCALED    
 GK0044* NAVD 88     -       858.310  (meters)    2815.97   (feet)  ADJUSTED  
 GK0044  ___________________________________________________________________
 GK0044  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GK0044  DYNAMIC HT  -         857.427 (meters)    2813.08  (feet)  COMP
 GK0044  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 GK0044
 GK0044  VERT ORDER  -  SECOND    CLASS 0
 GK0044
 GK0044.The horizontal coordinates were scaled from a topographic map and have
 GK0044.an estimated accuracy of +/- 6 seconds.
 GK0044
 GK0044.The orthometric height was determined by differential leveling
 GK0044.and adjusted by the National Geodetic Survey in June 1991..
 GK0044
 GK0044.The geoid height was determined by GEOID03.
 GK0044
 GK0044.The dynamic height is computed by dividing the NAVD 88
 GK0044.geopotential number by the normal gravity value computed on the
 GK0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0044.degrees latitude (g = 980.6199 gals.).
 GK0044
 GK0044.The modeled gravity was interpolated from observed gravity values.
 GK0044
 GK0044;                    North         East    Units  Estimated Accuracy
 GK0044;SPC TX N     - 1,271,560.      292,800.      MT  (+/- 180 meters Scaled)
 GK0044
 GK0044                          SUPERSEDED SURVEY CONTROL
 GK0044
 GK0044  NGVD 29 (??/??/92)  857.949  (m)         2814.79   (f) ADJ UNCH    2 0
 GK0044
 GK0044.Superseded values are not recommended for survey control.
 GK0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0044.See file dsdata.txt to determine how the superseded data were derived.
 GK0044
 GK0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF687341(NAD 83)
 GK0044_MARKER: B = BOLT
 GK0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0044+STABILITY: SURFACE MOTION
 GK0044
 GK0044  HISTORY     - Date     Condition        Report By
 GK0044  HISTORY     - UNK      MONUMENTED       ATSFRR
 GK0044  HISTORY     - 1934     GOOD             NGS
 GK0044  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0044
 GK0044                          STATION DESCRIPTION
 GK0044
 GK0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0044'4.3 MI E FROM BOOKER.
 GK0044'4.3 MILES EAST OF BOOKER P. AND SF. RR. STATION 150 FEET SOUTH OF
 GK0044'MILEPOST 38, 75 FEET SOUTH NEAREST RAIL OF PANHANDLE AND SANTA FE
 GK0044'TRACK.
 GK0044
 GK0044                          STATION RECOVERY (1973)
 GK0044
 GK0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0179 ***********************************************************************
 FM0179  DESIGNATION -  RRBM 39
 FM0179  PID         -  FM0179
 FM0179  STATE/COUNTY-  TX/MOORE
 FM0179  USGS QUAD   -  BAUTISTA (1971)
 FM0179
 FM0179                         *CURRENT SURVEY CONTROL
 FM0179  ___________________________________________________________________
 FM0179* NAD 83(1986)-  35 41 12.     (N)    102 00 47.     (W)     SCALED    
 FM0179* NAVD 88     -      1137.717  (meters)    3732.66   (feet)  ADJUSTED  
 FM0179  ___________________________________________________________________
 FM0179  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FM0179  DYNAMIC HT  -        1136.377 (meters)    3728.26  (feet)  COMP
 FM0179  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 FM0179
 FM0179  VERT ORDER  -  SECOND    CLASS 0
 FM0179
 FM0179.The horizontal coordinates were scaled from a topographic map and have
 FM0179.an estimated accuracy of +/- 6 seconds.
 FM0179
 FM0179.The orthometric height was determined by differential leveling
 FM0179.and adjusted by the National Geodetic Survey in June 1991..
 FM0179
 FM0179.The geoid height was determined by GEOID03.
 FM0179
 FM0179.The dynamic height is computed by dividing the NAVD 88
 FM0179.geopotential number by the normal gravity value computed on the
 FM0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0179.degrees latitude (g = 980.6199 gals.).
 FM0179
 FM0179.The modeled gravity was interpolated from observed gravity values.
 FM0179
 FM0179;                    North         East    Units  Estimated Accuracy
 FM0179;SPC TX N     - 1,187,240.      153,560.      MT  (+/- 180 meters Scaled)
 FM0179
 FM0179                          SUPERSEDED SURVEY CONTROL
 FM0179
 FM0179  NGVD 29 (??/??/92) 1137.16   (m)         3730.8    (f) COMPUTED    2 0
 FM0179
 FM0179.Superseded values are not recommended for survey control.
 FM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0179.See file dsdata.txt to determine how the superseded data were derived.
 FM0179
 FM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV703533(NAD 83)
 FM0179_MARKER: DD = SURVEY DISK
 FM0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0179+STABILITY: SURFACE MOTION
 FM0179
 FM0179  HISTORY     - Date     Condition        Report By
 FM0179  HISTORY     - UNK      MONUMENTED       ATSFRR
 FM0179  HISTORY     - 1934     GOOD             NGS
 FM0179
 FM0179                          STATION DESCRIPTION
 FM0179
 FM0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0179'13.0 MI SE FROM DUMAS.
 FM0179'13.0 MILES SE OF AND ALONG THE S.F.R.R. 90 FT. NE OF MILE POST 39. 48
 FM0179'FT. NE OF CENTER OF TRACK.  2 FT. SW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0043 ***********************************************************************
 GK0043  DESIGNATION -  RRBM 39
 GK0043  PID         -  GK0043
 GK0043  STATE/COUNTY-  TX/LIPSCOMB
 GK0043  USGS QUAD   -  GAYLORD (1972)
 GK0043
 GK0043                         *CURRENT SURVEY CONTROL
 GK0043  ___________________________________________________________________
 GK0043* NAD 83(1986)-  36 26 46.     (N)    100 28 59.     (W)     SCALED    
 GK0043* NAVD 88     -       852.222  (meters)    2796.00   (feet)  ADJUSTED  
 GK0043  ___________________________________________________________________
 GK0043  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 GK0043  DYNAMIC HT  -         851.344 (meters)    2793.12  (feet)  COMP
 GK0043  MODELED GRAV-     979,574.0   (mgal)                       NAVD 88
 GK0043
 GK0043  VERT ORDER  -  SECOND    CLASS 0
 GK0043
 GK0043.The horizontal coordinates were scaled from a topographic map and have
 GK0043.an estimated accuracy of +/- 6 seconds.
 GK0043
 GK0043.The orthometric height was determined by differential leveling
 GK0043.and adjusted by the National Geodetic Survey in June 1991..
 GK0043
 GK0043.The geoid height was determined by GEOID03.
 GK0043
 GK0043.The dynamic height is computed by dividing the NAVD 88
 GK0043.geopotential number by the normal gravity value computed on the
 GK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0043.degrees latitude (g = 980.6199 gals.).
 GK0043
 GK0043.The modeled gravity was interpolated from observed gravity values.
 GK0043
 GK0043;                    North         East    Units  Estimated Accuracy
 GK0043;SPC TX N     - 1,271,850.      291,180.      MT  (+/- 180 meters Scaled)
 GK0043
 GK0043                          SUPERSEDED SURVEY CONTROL
 GK0043
 GK0043  NGVD 29 (??/??/92)  851.861  (m)         2794.81   (f) ADJ UNCH    2 0
 GK0043
 GK0043.Superseded values are not recommended for survey control.
 GK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0043.See file dsdata.txt to determine how the superseded data were derived.
 GK0043
 GK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF670344(NAD 83)
 GK0043_MARKER: B = BOLT
 GK0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0043+STABILITY: SURFACE MOTION
 GK0043
 GK0043  HISTORY     - Date     Condition        Report By
 GK0043  HISTORY     - UNK      MONUMENTED       ATSFRR
 GK0043  HISTORY     - 1934     GOOD             NGS
 GK0043
 GK0043                          STATION DESCRIPTION
 GK0043
 GK0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0043'3.3  MI E FROM BOOKER.
 GK0043'3.3 MILES EAST OF BOOKER P. AND SF. RR. STATION 110 FEET NORTH OF
 GK0043'NEAREST RAIL OF PANHANDLE AND SANTA FE TRACK, 55 FEET NORTH OF
 GK0043'MILEPOST 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0010 ***********************************************************************
 FM0010  DESIGNATION -  RRBM 4 BNRR
 FM0010  PID         -  FM0010
 FM0010  STATE/COUNTY-  TX/HARTLEY
 FM0010  USGS QUAD   -  HARTLEY SW (1972)
 FM0010
 FM0010                         *CURRENT SURVEY CONTROL
 FM0010  ___________________________________________________________________
 FM0010* NAD 83(1986)-  35 51 14.     (N)    102 22 45.     (W)     SCALED    
 FM0010* NAVD 88     -      1197.510  (meters)    3928.83   (feet)  ADJUSTED  
 FM0010  ___________________________________________________________________
 FM0010  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 FM0010  DYNAMIC HT  -        1196.101 (meters)    3924.21  (feet)  COMP
 FM0010  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 FM0010
 FM0010  VERT ORDER  -  FIRST     CLASS II
 FM0010
 FM0010.The horizontal coordinates were scaled from a topographic map and have
 FM0010.an estimated accuracy of +/- 6 seconds.
 FM0010
 FM0010.The orthometric height was determined by differential leveling
 FM0010.and adjusted by the National Geodetic Survey in June 1991..
 FM0010
 FM0010.The geoid height was determined by GEOID03.
 FM0010
 FM0010.The dynamic height is computed by dividing the NAVD 88
 FM0010.geopotential number by the normal gravity value computed on the
 FM0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0010.degrees latitude (g = 980.6199 gals.).
 FM0010
 FM0010.The modeled gravity was interpolated from observed gravity values.
 FM0010
 FM0010;                    North         East    Units  Estimated Accuracy
 FM0010;SPC TX N     - 1,206,020.      120,590.      MT  (+/- 180 meters Scaled)
 FM0010
 FM0010                          SUPERSEDED SURVEY CONTROL
 FM0010
 FM0010  NGVD 29 (??/??/92) 1196.935  (m)         3926.94   (f) ADJ UNCH    1 2
 FM0010
 FM0010.Superseded values are not recommended for survey control.
 FM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0010.See file dsdata.txt to determine how the superseded data were derived.
 FM0010
 FM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV366709(NAD 83)
 FM0010_MARKER: S = SPIKE
 FM0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FM0010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FM0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0010
 FM0010  HISTORY     - Date     Condition        Report By
 FM0010  HISTORY     - UNK      MONUMENTED       BNRR
 FM0010  HISTORY     - 1933     GOOD             NGS
 FM0010  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0010
 FM0010                          STATION DESCRIPTION
 FM0010
 FM0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0010'2.7 MI SE FROM HARTLEY.
 FM0010'2.7 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0010'CITY RAILROAD.  AT STATION NO. 21194 PLUS 90, 25 POLES SOUTH EAST OF
 FM0010'MILE POLE NO. 402.
 FM0010
 FM0010                          STATION RECOVERY (1985)
 FM0010
 FM0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0010'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0177 ***********************************************************************
 FM0177  DESIGNATION -  RRBM 40
 FM0177  PID         -  FM0177
 FM0177  STATE/COUNTY-  TX/MOORE
 FM0177  USGS QUAD   -  BAUTISTA (1971)
 FM0177
 FM0177                         *CURRENT SURVEY CONTROL
 FM0177  ___________________________________________________________________
 FM0177* NAD 83(1986)-  35 42 00.     (N)    102 01 12.     (W)     SCALED    
 FM0177* NAVD 88     -      1132.368  (meters)    3715.11   (feet)  ADJUSTED  
 FM0177  ___________________________________________________________________
 FM0177  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FM0177  DYNAMIC HT  -        1131.035 (meters)    3710.74  (feet)  COMP
 FM0177  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 FM0177
 FM0177  VERT ORDER  -  SECOND    CLASS 0
 FM0177
 FM0177.The horizontal coordinates were scaled from a topographic map and have
 FM0177.an estimated accuracy of +/- 6 seconds.
 FM0177
 FM0177.The orthometric height was determined by differential leveling
 FM0177.and adjusted by the National Geodetic Survey in June 1991..
 FM0177
 FM0177.The geoid height was determined by GEOID03.
 FM0177
 FM0177.The dynamic height is computed by dividing the NAVD 88
 FM0177.geopotential number by the normal gravity value computed on the
 FM0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0177.degrees latitude (g = 980.6199 gals.).
 FM0177
 FM0177.The modeled gravity was interpolated from observed gravity values.
 FM0177
 FM0177;                    North         East    Units  Estimated Accuracy
 FM0177;SPC TX N     - 1,188,720.      152,940.      MT  (+/- 180 meters Scaled)
 FM0177
 FM0177                          SUPERSEDED SURVEY CONTROL
 FM0177
 FM0177  NGVD 29 (??/??/92) 1131.82   (m)         3713.3    (f) COMPUTED    2 0
 FM0177
 FM0177.Superseded values are not recommended for survey control.
 FM0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0177.See file dsdata.txt to determine how the superseded data were derived.
 FM0177
 FM0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV696547(NAD 83)
 FM0177_MARKER: DD = SURVEY DISK
 FM0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0177+STABILITY: SURFACE MOTION
 FM0177
 FM0177  HISTORY     - Date     Condition        Report By
 FM0177  HISTORY     - UNK      MONUMENTED       ATSFRR
 FM0177  HISTORY     - 1934     GOOD             NGS
 FM0177
 FM0177                          STATION DESCRIPTION
 FM0177
 FM0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0177'12.0 MI SE FROM DUMAS.
 FM0177'12.0 MILES SE OF AND ALONG THE S.F.R.R. 100 FT. NE OF MILE POST 40. 73
 FM0177'FT. NE OF CENTER OF TRACK.  2 FT. SW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0176 ***********************************************************************
 FM0176  DESIGNATION -  RRBM 41
 FM0176  PID         -  FM0176
 FM0176  STATE/COUNTY-  TX/MOORE
 FM0176  USGS QUAD   -  BAUTISTA (1971)
 FM0176
 FM0176                         *CURRENT SURVEY CONTROL
 FM0176  ___________________________________________________________________
 FM0176* NAD 83(1986)-  35 42 53.     (N)    102 01 25.     (W)     SCALED    
 FM0176* NAVD 88     -      1131.688  (meters)    3712.88   (feet)  ADJUSTED  
 FM0176  ___________________________________________________________________
 FM0176  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FM0176  DYNAMIC HT  -        1130.358 (meters)    3708.52  (feet)  COMP
 FM0176  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 FM0176
 FM0176  VERT ORDER  -  SECOND    CLASS 0
 FM0176
 FM0176.The horizontal coordinates were scaled from a topographic map and have
 FM0176.an estimated accuracy of +/- 6 seconds.
 FM0176
 FM0176.The orthometric height was determined by differential leveling
 FM0176.and adjusted by the National Geodetic Survey in June 1991..
 FM0176
 FM0176.The geoid height was determined by GEOID03.
 FM0176
 FM0176.The dynamic height is computed by dividing the NAVD 88
 FM0176.geopotential number by the normal gravity value computed on the
 FM0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0176.degrees latitude (g = 980.6199 gals.).
 FM0176
 FM0176.The modeled gravity was interpolated from observed gravity values.
 FM0176
 FM0176;                    North         East    Units  Estimated Accuracy
 FM0176;SPC TX N     - 1,190,350.      152,620.      MT  (+/- 180 meters Scaled)
 FM0176
 FM0176                          SUPERSEDED SURVEY CONTROL
 FM0176
 FM0176  NGVD 29 (??/??/92) 1131.129  (m)         3711.05   (f) ADJ UNCH    2 0
 FM0176
 FM0176.Superseded values are not recommended for survey control.
 FM0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0176.See file dsdata.txt to determine how the superseded data were derived.
 FM0176
 FM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV692563(NAD 83)
 FM0176_MARKER: DD = SURVEY DISK
 FM0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0176+STABILITY: SURFACE MOTION
 FM0176
 FM0176  HISTORY     - Date     Condition        Report By
 FM0176  HISTORY     - UNK      MONUMENTED       ATSFRR
 FM0176  HISTORY     - 1934     GOOD             NGS
 FM0176
 FM0176                          STATION DESCRIPTION
 FM0176
 FM0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0176'11.0 MI S FROM DUMAS.
 FM0176'11.0 MI S OF AND ALONG THE S.F.R.R. APPROXIMATELY 175 FT. NE OF MILE
 FM0176'POST 41.  98 FT. E OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0131 ***********************************************************************
 GK0131  DESIGNATION -  RRBM 41
 GK0131  PID         -  GK0131
 GK0131  STATE/COUNTY-  TX/LIPSCOMB
 GK0131  USGS QUAD   -  BOOKER (1973)
 GK0131
 GK0131                         *CURRENT SURVEY CONTROL
 GK0131  ___________________________________________________________________
 GK0131* NAD 83(1986)-  36 27 23.     (N)    100 30 58.     (W)     SCALED    
 GK0131* NAVD 88     -       860.887  (meters)    2824.43   (feet)  ADJUSTED  
 GK0131  ___________________________________________________________________
 GK0131  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GK0131  DYNAMIC HT  -         859.998 (meters)    2821.51  (feet)  COMP
 GK0131  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 GK0131
 GK0131  VERT ORDER  -  SECOND    CLASS 0
 GK0131
 GK0131.The horizontal coordinates were scaled from a topographic map and have
 GK0131.an estimated accuracy of +/- 6 seconds.
 GK0131
 GK0131.The orthometric height was determined by differential leveling
 GK0131.and adjusted by the National Geodetic Survey in June 1991..
 GK0131
 GK0131.The geoid height was determined by GEOID03.
 GK0131
 GK0131.The dynamic height is computed by dividing the NAVD 88
 GK0131.geopotential number by the normal gravity value computed on the
 GK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0131.degrees latitude (g = 980.6199 gals.).
 GK0131
 GK0131.The modeled gravity was interpolated from observed gravity values.
 GK0131
 GK0131;                    North         East    Units  Estimated Accuracy
 GK0131;SPC TX N     - 1,272,960.      288,200.      MT  (+/- 180 meters Scaled)
 GK0131
 GK0131                          SUPERSEDED SURVEY CONTROL
 GK0131
 GK0131  NGVD 29 (??/??/92)  860.523  (m)         2823.23   (f) ADJ UNCH    2 0
 GK0131
 GK0131.Superseded values are not recommended for survey control.
 GK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0131.See file dsdata.txt to determine how the superseded data were derived.
 GK0131
 GK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF641356(NAD 83)
 GK0131_MARKER: B = BOLT
 GK0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0131+STABILITY: SURFACE MOTION
 GK0131
 GK0131  HISTORY     - Date     Condition        Report By
 GK0131  HISTORY     - UNK      MONUMENTED
 GK0131  HISTORY     - 1934     GOOD             NGS
 GK0131  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0131
 GK0131                          STATION DESCRIPTION
 GK0131
 GK0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0131'1.3 MI E FROM BOOKER.
 GK0131'1.3 MILES EAST OF BOOKER P. AND SF. RR. STATION 70 FEET NORTHEAST OF
 GK0131'MILEPOST 41, 70 FEET NORTH OF NEAREST RAIL OF PANHANDLE AND SANTA FE
 GK0131'TRACK.
 GK0131
 GK0131                          STATION RECOVERY (1973)
 GK0131
 GK0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0174 ***********************************************************************
 FM0174  DESIGNATION -  RRBM 42
 FM0174  PID         -  FM0174
 FM0174  STATE/COUNTY-  TX/MOORE
 FM0174  USGS QUAD   -  BAUTISTA (1971)
 FM0174
 FM0174                         *CURRENT SURVEY CONTROL
 FM0174  ___________________________________________________________________
 FM0174* NAD 83(1986)-  35 43 42.     (N)    102 01 28.     (W)     SCALED    
 FM0174* NAVD 88     -      1124.626  (meters)    3689.71   (feet)  ADJUSTED  
 FM0174  ___________________________________________________________________
 FM0174  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FM0174  DYNAMIC HT  -        1123.305 (meters)    3685.38  (feet)  COMP
 FM0174  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 FM0174
 FM0174  VERT ORDER  -  SECOND    CLASS 0
 FM0174
 FM0174.The horizontal coordinates were scaled from a topographic map and have
 FM0174.an estimated accuracy of +/- 6 seconds.
 FM0174
 FM0174.The orthometric height was determined by differential leveling
 FM0174.and adjusted by the National Geodetic Survey in June 1991..
 FM0174
 FM0174.The geoid height was determined by GEOID03.
 FM0174
 FM0174.The dynamic height is computed by dividing the NAVD 88
 FM0174.geopotential number by the normal gravity value computed on the
 FM0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0174.degrees latitude (g = 980.6199 gals.).
 FM0174
 FM0174.The modeled gravity was interpolated from observed gravity values.
 FM0174
 FM0174;                    North         East    Units  Estimated Accuracy
 FM0174;SPC TX N     - 1,191,860.      152,560.      MT  (+/- 180 meters Scaled)
 FM0174
 FM0174                          SUPERSEDED SURVEY CONTROL
 FM0174
 FM0174  NGVD 29 (??/??/92) 1124.068  (m)         3687.88   (f) ADJ UNCH    2 0
 FM0174
 FM0174.Superseded values are not recommended for survey control.
 FM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0174.See file dsdata.txt to determine how the superseded data were derived.
 FM0174
 FM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV691579(NAD 83)
 FM0174_MARKER: DD = SURVEY DISK
 FM0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0174+STABILITY: SURFACE MOTION
 FM0174
 FM0174  HISTORY     - Date     Condition        Report By
 FM0174  HISTORY     - UNK      MONUMENTED       ATSFRR
 FM0174  HISTORY     - 1934     GOOD             NGS
 FM0174
 FM0174                          STATION DESCRIPTION
 FM0174
 FM0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0174'10.0 MI S FROM DUMAS.
 FM0174'10.0 MILES S OF AND ALONG THE S.F.R.R. 260 FT. E OF MILE POST 42. 173
 FM0174'FT. E OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0173 ***********************************************************************
 FM0173  DESIGNATION -  RRBM 44
 FM0173  PID         -  FM0173
 FM0173  STATE/COUNTY-  TX/MOORE
 FM0173  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0173
 FM0173                         *CURRENT SURVEY CONTROL
 FM0173  ___________________________________________________________________
 FM0173* NAD 83(1986)-  35 45 26.     (N)    102 01 36.     (W)     SCALED    
 FM0173* NAVD 88     -      1125.630  (meters)    3693.00   (feet)  ADJUSTED  
 FM0173  ___________________________________________________________________
 FM0173  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FM0173  DYNAMIC HT  -        1124.311 (meters)    3688.68  (feet)  COMP
 FM0173  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 FM0173
 FM0173  VERT ORDER  -  SECOND    CLASS 0
 FM0173
 FM0173.The horizontal coordinates were scaled from a topographic map and have
 FM0173.an estimated accuracy of +/- 6 seconds.
 FM0173
 FM0173.The orthometric height was determined by differential leveling
 FM0173.and adjusted by the National Geodetic Survey in June 1991..
 FM0173
 FM0173.The geoid height was determined by GEOID03.
 FM0173
 FM0173.The dynamic height is computed by dividing the NAVD 88
 FM0173.geopotential number by the normal gravity value computed on the
 FM0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0173.degrees latitude (g = 980.6199 gals.).
 FM0173
 FM0173.The modeled gravity was interpolated from observed gravity values.
 FM0173
 FM0173;                    North         East    Units  Estimated Accuracy
 FM0173;SPC TX N     - 1,195,070.      152,370.      MT  (+/- 180 meters Scaled)
 FM0173
 FM0173                          SUPERSEDED SURVEY CONTROL
 FM0173
 FM0173  NGVD 29 (??/??/92) 1125.074  (m)         3691.18   (f) ADJ UNCH    2 0
 FM0173
 FM0173.Superseded values are not recommended for survey control.
 FM0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0173.See file dsdata.txt to determine how the superseded data were derived.
 FM0173
 FM0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV688611(NAD 83)
 FM0173_MARKER: DD = SURVEY DISK
 FM0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0173+STABILITY: SURFACE MOTION
 FM0173
 FM0173  HISTORY     - Date     Condition        Report By
 FM0173  HISTORY     - UNK      MONUMENTED       ATSFRR
 FM0173  HISTORY     - 1934     GOOD             NGS
 FM0173
 FM0173                          STATION DESCRIPTION
 FM0173
 FM0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0173'8.0 MI S FROM DUMAS.
 FM0173'8.0 MILES S OF AND ALONG THE S.F.R.R. 110 FT. NE OF MILE POST 44.  73
 FM0173'FT. E OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0128 ***********************************************************************
 GK0128  DESIGNATION -  RRBM 44
 GK0128  PID         -  GK0128
 GK0128  STATE/COUNTY-  TX/OCHILTREE
 GK0128  USGS QUAD   -  BOOKER (1973)
 GK0128
 GK0128                         *CURRENT SURVEY CONTROL
 GK0128  ___________________________________________________________________
 GK0128* NAD 83(1986)-  36 27 23.     (N)    100 34 13.     (W)     SCALED    
 GK0128* NAVD 88     -       860.168  (meters)    2822.07   (feet)  ADJUSTED  
 GK0128  ___________________________________________________________________
 GK0128  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 GK0128  DYNAMIC HT  -         859.278 (meters)    2819.15  (feet)  COMP
 GK0128  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 GK0128
 GK0128  VERT ORDER  -  SECOND    CLASS 0
 GK0128
 GK0128.The horizontal coordinates were scaled from a topographic map and have
 GK0128.an estimated accuracy of +/- 6 seconds.
 GK0128
 GK0128.The orthometric height was determined by differential leveling
 GK0128.and adjusted by the National Geodetic Survey in June 1991..
 GK0128
 GK0128.The geoid height was determined by GEOID03.
 GK0128
 GK0128.The dynamic height is computed by dividing the NAVD 88
 GK0128.geopotential number by the normal gravity value computed on the
 GK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0128.degrees latitude (g = 980.6199 gals.).
 GK0128
 GK0128.The modeled gravity was interpolated from observed gravity values.
 GK0128
 GK0128;                    North         East    Units  Estimated Accuracy
 GK0128;SPC TX N     - 1,272,910.      283,350.      MT  (+/- 180 meters Scaled)
 GK0128
 GK0128                          SUPERSEDED SURVEY CONTROL
 GK0128
 GK0128  NGVD 29 (??/??/92)  859.802  (m)         2820.87   (f) ADJ UNCH    2 0
 GK0128
 GK0128.Superseded values are not recommended for survey control.
 GK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0128.See file dsdata.txt to determine how the superseded data were derived.
 GK0128
 GK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF592357(NAD 83)
 GK0128_MARKER: B = BOLT
 GK0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0128+STABILITY: SURFACE MOTION
 GK0128
 GK0128  HISTORY     - Date     Condition        Report By
 GK0128  HISTORY     - UNK      MONUMENTED
 GK0128  HISTORY     - 1934     GOOD             NGS
 GK0128
 GK0128                          STATION DESCRIPTION
 GK0128
 GK0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0128'1.8 MI W FROM BOOKER.
 GK0128'1.8 MILES WEST OF BOOKER P. AND SF. RR. STATION 24 FEET NORTH OF
 GK0128'NEAREST RAIL OF PANHANDLE AND SANTA FE TRACK, 18 FEET SOUTHWEST OF
 GK0128'MILEPOST 44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0127 ***********************************************************************
 GK0127  DESIGNATION -  RRBM 45
 GK0127  PID         -  GK0127
 GK0127  STATE/COUNTY-  TX/OCHILTREE
 GK0127  USGS QUAD   -  BOOKER (1973)
 GK0127
 GK0127                         *CURRENT SURVEY CONTROL
 GK0127  ___________________________________________________________________
 GK0127* NAD 83(1986)-  36 27 23.     (N)    100 35 18.     (W)     SCALED    
 GK0127* NAVD 88     -       866.012  (meters)    2841.24   (feet)  ADJUSTED  
 GK0127  ___________________________________________________________________
 GK0127  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 GK0127  DYNAMIC HT  -         865.115 (meters)    2838.30  (feet)  COMP
 GK0127  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 GK0127
 GK0127  VERT ORDER  -  SECOND    CLASS 0
 GK0127
 GK0127.The horizontal coordinates were scaled from a topographic map and have
 GK0127.an estimated accuracy of +/- 6 seconds.
 GK0127
 GK0127.The orthometric height was determined by differential leveling
 GK0127.and adjusted by the National Geodetic Survey in June 1991..
 GK0127
 GK0127.The geoid height was determined by GEOID03.
 GK0127
 GK0127.The dynamic height is computed by dividing the NAVD 88
 GK0127.geopotential number by the normal gravity value computed on the
 GK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0127.degrees latitude (g = 980.6199 gals.).
 GK0127
 GK0127.The modeled gravity was interpolated from observed gravity values.
 GK0127
 GK0127;                    North         East    Units  Estimated Accuracy
 GK0127;SPC TX N     - 1,272,900.      281,730.      MT  (+/- 180 meters Scaled)
 GK0127
 GK0127                          SUPERSEDED SURVEY CONTROL
 GK0127
 GK0127  NGVD 29 (??/??/92)  865.645  (m)         2840.04   (f) ADJ UNCH    2 0
 GK0127
 GK0127.Superseded values are not recommended for survey control.
 GK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0127.See file dsdata.txt to determine how the superseded data were derived.
 GK0127
 GK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF576357(NAD 83)
 GK0127_MARKER: B = BOLT
 GK0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0127+STABILITY: SURFACE MOTION
 GK0127
 GK0127  HISTORY     - Date     Condition        Report By
 GK0127  HISTORY     - UNK      MONUMENTED
 GK0127  HISTORY     - 1934     GOOD             NGS
 GK0127
 GK0127                          STATION DESCRIPTION
 GK0127
 GK0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0127'2.9 MI W FROM BOOKER.
 GK0127'2.9 MILES WEST OF BOOKER P. AND SF. RR. STATION 70 FEET NORTHWEST OF
 GK0127'MILEPOST 45, 36 FEET NORTH OF NEAREST RAIL PANHANDLE AND SANTA FE
 GK0127'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0170 ***********************************************************************
 FM0170  DESIGNATION -  RRBM 46
 FM0170  PID         -  FM0170
 FM0170  STATE/COUNTY-  TX/MOORE
 FM0170  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0170
 FM0170                         *CURRENT SURVEY CONTROL
 FM0170  ___________________________________________________________________
 FM0170* NAD 83(1986)-  35 47 05.     (N)    102 01 42.     (W)     SCALED    
 FM0170* NAVD 88     -      1124.068  (meters)    3687.88   (feet)  ADJUSTED  
 FM0170  ___________________________________________________________________
 FM0170  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FM0170  DYNAMIC HT  -        1122.754 (meters)    3683.57  (feet)  COMP
 FM0170  MODELED GRAV-     979,425.5   (mgal)                       NAVD 88
 FM0170
 FM0170  VERT ORDER  -  SECOND    CLASS 0
 FM0170
 FM0170.The horizontal coordinates were scaled from a topographic map and have
 FM0170.an estimated accuracy of +/- 6 seconds.
 FM0170
 FM0170.The orthometric height was determined by differential leveling
 FM0170.and adjusted by the National Geodetic Survey in June 1991..
 FM0170
 FM0170.The geoid height was determined by GEOID03.
 FM0170
 FM0170.The dynamic height is computed by dividing the NAVD 88
 FM0170.geopotential number by the normal gravity value computed on the
 FM0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0170.degrees latitude (g = 980.6199 gals.).
 FM0170
 FM0170.The modeled gravity was interpolated from observed gravity values.
 FM0170
 FM0170;                    North         East    Units  Estimated Accuracy
 FM0170;SPC TX N     - 1,198,120.      152,240.      MT  (+/- 180 meters Scaled)
 FM0170
 FM0170                          SUPERSEDED SURVEY CONTROL
 FM0170
 FM0170  NGVD 29 (??/??/92) 1123.513  (m)         3686.06   (f) ADJ UNCH    2 0
 FM0170
 FM0170.Superseded values are not recommended for survey control.
 FM0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0170.See file dsdata.txt to determine how the superseded data were derived.
 FM0170
 FM0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV685641(NAD 83)
 FM0170_MARKER: DD = SURVEY DISK
 FM0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0170+STABILITY: SURFACE MOTION
 FM0170
 FM0170  HISTORY     - Date     Condition        Report By
 FM0170  HISTORY     - UNK      MONUMENTED       ATSFRR
 FM0170  HISTORY     - 1934     GOOD             NGS
 FM0170  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0170
 FM0170                          STATION DESCRIPTION
 FM0170
 FM0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0170'6.1 MI S FROM DUMAS.
 FM0170'6.1 MILES S OF AND ALONG THE S.F.R.R. 598 FT. S OF MILE POST 46.  73
 FM0170'FT. E OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
 FM0170
 FM0170                          STATION RECOVERY (1963)
 FM0170
 FM0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0168 ***********************************************************************
 FM0168  DESIGNATION -  RRBM 47
 FM0168  PID         -  FM0168
 FM0168  STATE/COUNTY-  TX/MOORE
 FM0168  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0168
 FM0168                         *CURRENT SURVEY CONTROL
 FM0168  ___________________________________________________________________
 FM0168* NAD 83(1986)-  35 48 03.     (N)    102 01 44.     (W)     SCALED    
 FM0168* NAVD 88     -      1124.207  (meters)    3688.34   (feet)  ADJUSTED  
 FM0168  ___________________________________________________________________
 FM0168  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FM0168  DYNAMIC HT  -        1122.894 (meters)    3684.03  (feet)  COMP
 FM0168  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 FM0168
 FM0168  VERT ORDER  -  SECOND    CLASS 0
 FM0168
 FM0168.The horizontal coordinates were scaled from a topographic map and have
 FM0168.an estimated accuracy of +/- 6 seconds.
 FM0168
 FM0168.The orthometric height was determined by differential leveling
 FM0168.and adjusted by the National Geodetic Survey in June 1991..
 FM0168
 FM0168.The geoid height was determined by GEOID03.
 FM0168
 FM0168.The dynamic height is computed by dividing the NAVD 88
 FM0168.geopotential number by the normal gravity value computed on the
 FM0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0168.degrees latitude (g = 980.6199 gals.).
 FM0168
 FM0168.The modeled gravity was interpolated from observed gravity values.
 FM0168
 FM0168;                    North         East    Units  Estimated Accuracy
 FM0168;SPC TX N     - 1,199,910.      152,200.      MT  (+/- 180 meters Scaled)
 FM0168
 FM0168                          SUPERSEDED SURVEY CONTROL
 FM0168
 FM0168  NGVD 29 (??/??/92) 1123.654  (m)         3686.52   (f) ADJ UNCH    2 0
 FM0168
 FM0168.Superseded values are not recommended for survey control.
 FM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0168.See file dsdata.txt to determine how the superseded data were derived.
 FM0168
 FM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV684659(NAD 83)
 FM0168_MARKER: DD = SURVEY DISK
 FM0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0168+STABILITY: SURFACE MOTION
 FM0168
 FM0168  HISTORY     - Date     Condition        Report By
 FM0168  HISTORY     - UNK      MONUMENTED       ATSFRR
 FM0168  HISTORY     - 1934     GOOD             NGS
 FM0168
 FM0168                          STATION DESCRIPTION
 FM0168
 FM0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0168'5.0 MI S FROM DUMAS.
 FM0168'5.0 MILES S OF AND ALONG THE S.F.R.R. 203 FT. E OF MILE POST 47.  123
 FM0168'FT. E OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0125 ***********************************************************************
 GK0125  DESIGNATION -  RRBM 47
 GK0125  PID         -  GK0125
 GK0125  STATE/COUNTY-  TX/OCHILTREE
 GK0125  USGS QUAD   -  BOOKER (1973)
 GK0125
 GK0125                         *CURRENT SURVEY CONTROL
 GK0125  ___________________________________________________________________
 GK0125* NAD 83(1986)-  36 27 23.     (N)    100 37 26.     (W)     SCALED    
 GK0125* NAVD 88     -       872.548  (meters)    2862.68   (feet)  ADJUSTED  
 GK0125  ___________________________________________________________________
 GK0125  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 GK0125  DYNAMIC HT  -         871.644 (meters)    2859.72  (feet)  COMP
 GK0125  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 GK0125
 GK0125  VERT ORDER  -  SECOND    CLASS 0
 GK0125
 GK0125.The horizontal coordinates were scaled from a topographic map and have
 GK0125.an estimated accuracy of +/- 6 seconds.
 GK0125
 GK0125.The orthometric height was determined by differential leveling
 GK0125.and adjusted by the National Geodetic Survey in June 1991..
 GK0125
 GK0125.The geoid height was determined by GEOID03.
 GK0125
 GK0125.The dynamic height is computed by dividing the NAVD 88
 GK0125.geopotential number by the normal gravity value computed on the
 GK0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0125.degrees latitude (g = 980.6199 gals.).
 GK0125
 GK0125.The modeled gravity was interpolated from observed gravity values.
 GK0125
 GK0125;                    North         East    Units  Estimated Accuracy
 GK0125;SPC TX N     - 1,272,870.      278,540.      MT  (+/- 180 meters Scaled)
 GK0125
 GK0125                          SUPERSEDED SURVEY CONTROL
 GK0125
 GK0125  NGVD 29 (??/??/92)  872.180  (m)         2861.48   (f) ADJ UNCH    2 0
 GK0125
 GK0125.Superseded values are not recommended for survey control.
 GK0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0125.See file dsdata.txt to determine how the superseded data were derived.
 GK0125
 GK0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF544357(NAD 83)
 GK0125_MARKER: B = BOLT
 GK0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0125+STABILITY: SURFACE MOTION
 GK0125
 GK0125  HISTORY     - Date     Condition        Report By
 GK0125  HISTORY     - UNK      MONUMENTED
 GK0125  HISTORY     - 1934     GOOD             NGS
 GK0125  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0125
 GK0125                          STATION DESCRIPTION
 GK0125
 GK0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0125'4.9 MI W FROM BOOKER.
 GK0125'4.9 MILES WEST OF BOOKER P. AND SF. RR. STATION 70 FEET NORTH OF
 GK0125'NEAREST RAIL OF PANHANDLE AND SANTA FE RAILROAD TRACK, 55 FEET
 GK0125'NORTHEAST OF MILEPOST 47.
 GK0125
 GK0125                          STATION RECOVERY (1972)
 GK0125
 GK0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0167 ***********************************************************************
 FM0167  DESIGNATION -  RRBM 48
 FM0167  PID         -  FM0167
 FM0167  STATE/COUNTY-  TX/MOORE
 FM0167  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0167
 FM0167                         *CURRENT SURVEY CONTROL
 FM0167  ___________________________________________________________________
 FM0167* NAD 83(1986)-  35 48 54.     (N)    102 01 44.     (W)     SCALED    
 FM0167* NAVD 88     -      1126.561  (meters)    3696.06   (feet)  ADJUSTED  
 FM0167  ___________________________________________________________________
 FM0167  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FM0167  DYNAMIC HT  -        1125.246 (meters)    3691.74  (feet)  COMP
 FM0167  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 FM0167
 FM0167  VERT ORDER  -  SECOND    CLASS 0
 FM0167
 FM0167.The horizontal coordinates were scaled from a topographic map and have
 FM0167.an estimated accuracy of +/- 6 seconds.
 FM0167
 FM0167.The orthometric height was determined by differential leveling
 FM0167.and adjusted by the National Geodetic Survey in June 1991..
 FM0167
 FM0167.The geoid height was determined by GEOID03.
 FM0167
 FM0167.The dynamic height is computed by dividing the NAVD 88
 FM0167.geopotential number by the normal gravity value computed on the
 FM0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0167.degrees latitude (g = 980.6199 gals.).
 FM0167
 FM0167.The modeled gravity was interpolated from observed gravity values.
 FM0167
 FM0167;                    North         East    Units  Estimated Accuracy
 FM0167;SPC TX N     - 1,201,480.      152,210.      MT  (+/- 180 meters Scaled)
 FM0167
 FM0167                          SUPERSEDED SURVEY CONTROL
 FM0167
 FM0167  NGVD 29 (??/??/92) 1126.008  (m)         3694.24   (f) ADJ UNCH    2 0
 FM0167
 FM0167.Superseded values are not recommended for survey control.
 FM0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0167.See file dsdata.txt to determine how the superseded data were derived.
 FM0167
 FM0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV684675(NAD 83)
 FM0167_MARKER: DD = SURVEY DISK
 FM0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0167+STABILITY: SURFACE MOTION
 FM0167
 FM0167  HISTORY     - Date     Condition        Report By
 FM0167  HISTORY     - UNK      MONUMENTED       ATSFRR
 FM0167  HISTORY     - 1934     GOOD             NGS
 FM0167
 FM0167                          STATION DESCRIPTION
 FM0167
 FM0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0167'4.0 MI S FROM DUMAS.
 FM0167'4.0 MILES S OF AND ALONG THE S.F.R.R. 150 FT. E OF MILE POST 48.  98
 FM0167'FT. E OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0124 ***********************************************************************
 GK0124  DESIGNATION -  RRBM 48
 GK0124  PID         -  GK0124
 GK0124  STATE/COUNTY-  TX/OCHILTREE
 GK0124  USGS QUAD   -  HUNTOON (1973)
 GK0124
 GK0124                         *CURRENT SURVEY CONTROL
 GK0124  ___________________________________________________________________
 GK0124* NAD 83(1986)-  36 27 24.     (N)    100 38 30.     (W)     SCALED    
 GK0124* NAVD 88     -       877.333  (meters)    2878.38   (feet)  ADJUSTED  
 GK0124  ___________________________________________________________________
 GK0124  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GK0124  DYNAMIC HT  -         876.425 (meters)    2875.40  (feet)  COMP
 GK0124  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 GK0124
 GK0124  VERT ORDER  -  SECOND    CLASS 0
 GK0124
 GK0124.The horizontal coordinates were scaled from a topographic map and have
 GK0124.an estimated accuracy of +/- 6 seconds.
 GK0124
 GK0124.The orthometric height was determined by differential leveling
 GK0124.and adjusted by the National Geodetic Survey in June 1991..
 GK0124
 GK0124.The geoid height was determined by GEOID03.
 GK0124
 GK0124.The dynamic height is computed by dividing the NAVD 88
 GK0124.geopotential number by the normal gravity value computed on the
 GK0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0124.degrees latitude (g = 980.6199 gals.).
 GK0124
 GK0124.The modeled gravity was interpolated from observed gravity values.
 GK0124
 GK0124;                    North         East    Units  Estimated Accuracy
 GK0124;SPC TX N     - 1,272,890.      276,950.      MT  (+/- 180 meters Scaled)
 GK0124
 GK0124                          SUPERSEDED SURVEY CONTROL
 GK0124
 GK0124  NGVD 29 (??/??/92)  876.965  (m)         2877.18   (f) ADJ UNCH    2 0
 GK0124
 GK0124.Superseded values are not recommended for survey control.
 GK0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0124.See file dsdata.txt to determine how the superseded data were derived.
 GK0124
 GK0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF528358(NAD 83)
 GK0124_MARKER: B = BOLT
 GK0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0124+STABILITY: SURFACE MOTION
 GK0124
 GK0124  HISTORY     - Date     Condition        Report By
 GK0124  HISTORY     - UNK      MONUMENTED
 GK0124  HISTORY     - 1934     GOOD             NGS
 GK0124  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0124
 GK0124                          STATION DESCRIPTION
 GK0124
 GK0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0124'5.9 MI W FROM BOOKER.
 GK0124'5.9 MILES WEST OF BOOKER P. AND SF. RR. STATION 0.3 MILE WEST OF
 GK0124'HUNTOON STATION, 110 FEET NORTH OF NEAREST RAIL OF PANHANDLE AND SANTA
 GK0124'FE TRACK, 60 FEET NORTHEAST OF MILE POST 48.
 GK0124
 GK0124                          STATION RECOVERY (1972)
 GK0124
 GK0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0166 ***********************************************************************
 FM0166  DESIGNATION -  RRBM 49
 FM0166  PID         -  FM0166
 FM0166  STATE/COUNTY-  TX/MOORE
 FM0166  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0166
 FM0166                         *CURRENT SURVEY CONTROL
 FM0166  ___________________________________________________________________
 FM0166* NAD 83(1986)-  35 49 31.     (N)    102 00 59.     (W)     SCALED    
 FM0166* NAVD 88     -      1124.959  (meters)    3690.80   (feet)  ADJUSTED  
 FM0166  ___________________________________________________________________
 FM0166  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FM0166  DYNAMIC HT  -        1123.648 (meters)    3686.50  (feet)  COMP
 FM0166  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 FM0166
 FM0166  VERT ORDER  -  SECOND    CLASS 0
 FM0166
 FM0166.The horizontal coordinates were scaled from a topographic map and have
 FM0166.an estimated accuracy of +/- 6 seconds.
 FM0166
 FM0166.The orthometric height was determined by differential leveling
 FM0166.and adjusted by the National Geodetic Survey in June 1991..
 FM0166
 FM0166.The geoid height was determined by GEOID03.
 FM0166
 FM0166.The dynamic height is computed by dividing the NAVD 88
 FM0166.geopotential number by the normal gravity value computed on the
 FM0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0166.degrees latitude (g = 980.6199 gals.).
 FM0166
 FM0166.The modeled gravity was interpolated from observed gravity values.
 FM0166
 FM0166;                    North         East    Units  Estimated Accuracy
 FM0166;SPC TX N     - 1,202,620.      153,340.      MT  (+/- 180 meters Scaled)
 FM0166
 FM0166                          SUPERSEDED SURVEY CONTROL
 FM0166
 FM0166  NGVD 29 (??/??/92) 1124.408  (m)         3689.00   (f) ADJ UNCH    2 0
 FM0166
 FM0166.Superseded values are not recommended for survey control.
 FM0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0166.See file dsdata.txt to determine how the superseded data were derived.
 FM0166
 FM0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV695686(NAD 83)
 FM0166_MARKER: DD = SURVEY DISK
 FM0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0166+STABILITY: SURFACE MOTION
 FM0166
 FM0166  HISTORY     - Date     Condition        Report By
 FM0166  HISTORY     - UNK      MONUMENTED       ATSFRR
 FM0166  HISTORY     - 1934     GOOD             NGS
 FM0166  HISTORY     - 1962     MARK NOT FOUND   USGS
 FM0166
 FM0166                          STATION DESCRIPTION
 FM0166
 FM0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0166'3.0 MI S FROM DUMAS.
 FM0166'3.0 MILES S OF AND ALONG THE S.F.R.R. 100 FT. S OF MILE POST 49.  48
 FM0166'FT. SE OF CENTER OF TRACK.  2 FT. NW OF R/W FENCE.
 FM0166
 FM0166                          STATION RECOVERY (1962)
 FM0166
 FM0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FM0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0012 ***********************************************************************
 FM0012  DESIGNATION -  RRBM 5 BNRR
 FM0012  PID         -  FM0012
 FM0012  STATE/COUNTY-  TX/HARTLEY
 FM0012  USGS QUAD   -  HARTLEY SE (1963)
 FM0012
 FM0012                         *CURRENT SURVEY CONTROL
 FM0012  ___________________________________________________________________
 FM0012* NAD 83(1986)-  35 50 02.     (N)    102 22 05.     (W)     SCALED    
 FM0012* NAVD 88     -      1192.658  (meters)    3912.91   (feet)  ADJUSTED  
 FM0012  ___________________________________________________________________
 FM0012  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 FM0012  DYNAMIC HT  -        1191.253 (meters)    3908.30  (feet)  COMP
 FM0012  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 FM0012
 FM0012  VERT ORDER  -  FIRST     CLASS II
 FM0012
 FM0012.The horizontal coordinates were scaled from a topographic map and have
 FM0012.an estimated accuracy of +/- 6 seconds.
 FM0012
 FM0012.The orthometric height was determined by differential leveling
 FM0012.and adjusted by the National Geodetic Survey in June 1991..
 FM0012
 FM0012.The geoid height was determined by GEOID03.
 FM0012
 FM0012.The dynamic height is computed by dividing the NAVD 88
 FM0012.geopotential number by the normal gravity value computed on the
 FM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0012.degrees latitude (g = 980.6199 gals.).
 FM0012
 FM0012.The modeled gravity was interpolated from observed gravity values.
 FM0012
 FM0012;                    North         East    Units  Estimated Accuracy
 FM0012;SPC TX N     - 1,203,790.      121,580.      MT  (+/- 180 meters Scaled)
 FM0012
 FM0012                          SUPERSEDED SURVEY CONTROL
 FM0012
 FM0012  NGVD 29 (??/??/92) 1192.081  (m)         3911.02   (f) ADJ UNCH    1 2
 FM0012
 FM0012.Superseded values are not recommended for survey control.
 FM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0012.See file dsdata.txt to determine how the superseded data were derived.
 FM0012
 FM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV377687(NAD 83)
 FM0012_MARKER: S = SPIKE
 FM0012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FM0012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FM0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0012
 FM0012  HISTORY     - Date     Condition        Report By
 FM0012  HISTORY     - UNK      MONUMENTED       BNRR
 FM0012  HISTORY     - 1933     GOOD             NGS
 FM0012  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0012  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0012
 FM0012                          STATION DESCRIPTION
 FM0012
 FM0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0012'5.7 MI SE FROM HARTLEY.
 FM0012'5.7 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0012'CITY RAILROAD.  AT STATION NO. 21155 PLUS 40, 15 POLES SOUTH EAST OF
 FM0012'MILE POLE NO. 401.
 FM0012
 FM0012                          STATION RECOVERY (1963)
 FM0012
 FM0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0012'MARK NOT FOUND.
 FM0012
 FM0012                          STATION RECOVERY (1985)
 FM0012
 FM0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0012'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0164 ***********************************************************************
 FM0164  DESIGNATION -  RRBM 50
 FM0164  PID         -  FM0164
 FM0164  STATE/COUNTY-  TX/MOORE
 FM0164  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0164
 FM0164                         *CURRENT SURVEY CONTROL
 FM0164  ___________________________________________________________________
 FM0164* NAD 83(1986)-  35 50 06.     (N)    102 00 13.     (W)     SCALED    
 FM0164* NAVD 88     -      1122.760  (meters)    3683.59   (feet)  ADJUSTED  
 FM0164  ___________________________________________________________________
 FM0164  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FM0164  DYNAMIC HT  -        1121.454 (meters)    3679.30  (feet)  COMP
 FM0164  MODELED GRAV-     979,431.8   (mgal)                       NAVD 88
 FM0164
 FM0164  VERT ORDER  -  SECOND    CLASS 0
 FM0164
 FM0164.The horizontal coordinates were scaled from a topographic map and have
 FM0164.an estimated accuracy of +/- 6 seconds.
 FM0164
 FM0164.The orthometric height was determined by differential leveling
 FM0164.and adjusted by the National Geodetic Survey in June 1991..
 FM0164
 FM0164.The geoid height was determined by GEOID03.
 FM0164
 FM0164.The dynamic height is computed by dividing the NAVD 88
 FM0164.geopotential number by the normal gravity value computed on the
 FM0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0164.degrees latitude (g = 980.6199 gals.).
 FM0164
 FM0164.The modeled gravity was interpolated from observed gravity values.
 FM0164
 FM0164;                    North         East    Units  Estimated Accuracy
 FM0164;SPC TX N     - 1,203,690.      154,500.      MT  (+/- 180 meters Scaled)
 FM0164
 FM0164                          SUPERSEDED SURVEY CONTROL
 FM0164
 FM0164  NGVD 29 (??/??/92) 1122.210  (m)         3681.78   (f) ADJ UNCH    2 0
 FM0164
 FM0164.Superseded values are not recommended for survey control.
 FM0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0164.See file dsdata.txt to determine how the superseded data were derived.
 FM0164
 FM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV706697(NAD 83)
 FM0164_MARKER: DD = SURVEY DISK
 FM0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0164_SP_SET: MONUMENT
 FM0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0164
 FM0164  HISTORY     - Date     Condition        Report By
 FM0164  HISTORY     - UNK      MONUMENTED       ATSFRR
 FM0164  HISTORY     - 1934     GOOD             NGS
 FM0164
 FM0164                          STATION DESCRIPTION
 FM0164
 FM0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0164'2.0 MI S FROM DUMAS.
 FM0164'2.0 MILES S OF AND ALONG THE S.F.R.R. OPPOSITE MILE POST 50.  48 FT. E
 FM0164'OF CENTER OF TRACK.  2.5 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0122 ***********************************************************************
 GK0122  DESIGNATION -  RRBM 50
 GK0122  PID         -  GK0122
 GK0122  STATE/COUNTY-  TX/OCHILTREE
 GK0122  USGS QUAD   -  HUNTOON (1973)
 GK0122
 GK0122                         *CURRENT SURVEY CONTROL
 GK0122  ___________________________________________________________________
 GK0122* NAD 83(1986)-  36 27 10.     (N)    100 40 38.     (W)     SCALED    
 GK0122* NAVD 88     -       883.999  (meters)    2900.25   (feet)  ADJUSTED  
 GK0122  ___________________________________________________________________
 GK0122  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GK0122  DYNAMIC HT  -         883.083 (meters)    2897.25  (feet)  COMP
 GK0122  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 GK0122
 GK0122  VERT ORDER  -  SECOND    CLASS 0
 GK0122
 GK0122.The horizontal coordinates were scaled from a topographic map and have
 GK0122.an estimated accuracy of +/- 6 seconds.
 GK0122
 GK0122.The orthometric height was determined by differential leveling
 GK0122.and adjusted by the National Geodetic Survey in June 1991..
 GK0122
 GK0122.The geoid height was determined by GEOID03.
 GK0122
 GK0122.The dynamic height is computed by dividing the NAVD 88
 GK0122.geopotential number by the normal gravity value computed on the
 GK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0122.degrees latitude (g = 980.6199 gals.).
 GK0122
 GK0122.The modeled gravity was interpolated from observed gravity values.
 GK0122
 GK0122;                    North         East    Units  Estimated Accuracy
 GK0122;SPC TX N     - 1,272,430.      273,760.      MT  (+/- 180 meters Scaled)
 GK0122
 GK0122                          SUPERSEDED SURVEY CONTROL
 GK0122
 GK0122  NGVD 29 (??/??/92)  883.629  (m)         2899.04   (f) ADJ UNCH    2 0
 GK0122
 GK0122.Superseded values are not recommended for survey control.
 GK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0122.See file dsdata.txt to determine how the superseded data were derived.
 GK0122
 GK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF496354(NAD 83)
 GK0122_MARKER: B = BOLT
 GK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0122+STABILITY: SURFACE MOTION
 GK0122
 GK0122  HISTORY     - Date     Condition        Report By
 GK0122  HISTORY     - UNK      MONUMENTED
 GK0122  HISTORY     - 1934     GOOD             NGS
 GK0122
 GK0122                          STATION DESCRIPTION
 GK0122
 GK0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0122'7.9 MI W FROM BOOKER.
 GK0122'7.9 MILES WEST OF BOOKER P. AND SF. RR. STATION 55 FEET EAST OF
 GK0122'MILEPOST 50, 45 FEET NORTH OF NEAREST RAIL OF PANHANDLE AND SANTA FE
 GK0122'RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0121 ***********************************************************************
 GK0121  DESIGNATION -  RRBM 51
 GK0121  PID         -  GK0121
 GK0121  STATE/COUNTY-  TX/OCHILTREE
 GK0121  USGS QUAD   -  HUNTOON (1973)
 GK0121
 GK0121                         *CURRENT SURVEY CONTROL
 GK0121  ___________________________________________________________________
 GK0121* NAD 83(1986)-  36 26 51.     (N)    100 41 38.     (W)     SCALED    
 GK0121* NAVD 88     -       883.984  (meters)    2900.20   (feet)  ADJUSTED  
 GK0121  ___________________________________________________________________
 GK0121  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GK0121  DYNAMIC HT  -         883.067 (meters)    2897.20  (feet)  COMP
 GK0121  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 GK0121
 GK0121  VERT ORDER  -  SECOND    CLASS 0
 GK0121
 GK0121.The horizontal coordinates were scaled from a topographic map and have
 GK0121.an estimated accuracy of +/- 6 seconds.
 GK0121
 GK0121.The orthometric height was determined by differential leveling
 GK0121.and adjusted by the National Geodetic Survey in June 1991..
 GK0121
 GK0121.The geoid height was determined by GEOID03.
 GK0121
 GK0121.The dynamic height is computed by dividing the NAVD 88
 GK0121.geopotential number by the normal gravity value computed on the
 GK0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0121.degrees latitude (g = 980.6199 gals.).
 GK0121
 GK0121.The modeled gravity was interpolated from observed gravity values.
 GK0121
 GK0121;                    North         East    Units  Estimated Accuracy
 GK0121;SPC TX N     - 1,271,830.      272,270.      MT  (+/- 180 meters Scaled)
 GK0121
 GK0121                          SUPERSEDED SURVEY CONTROL
 GK0121
 GK0121  NGVD 29 (??/??/92)  883.613  (m)         2898.99   (f) ADJ UNCH    2 0
 GK0121
 GK0121.Superseded values are not recommended for survey control.
 GK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0121.See file dsdata.txt to determine how the superseded data were derived.
 GK0121
 GK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF481349(NAD 83)
 GK0121_MARKER: B = BOLT
 GK0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0121+STABILITY: SURFACE MOTION
 GK0121
 GK0121  HISTORY     - Date     Condition        Report By
 GK0121  HISTORY     - UNK      MONUMENTED
 GK0121  HISTORY     - 1934     GOOD             NGS
 GK0121
 GK0121                          STATION DESCRIPTION
 GK0121
 GK0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0121'6.9 MI E FROM PERRYTON.
 GK0121'6.9 MILES EAST OF PERRYTON P. AND SF. RR. STATION 75 FEET NORTH OF
 GK0121'NEAREST RAIL OF PANHANDLE AND SANTA FE TRACK, 18 FEET NORTHEAST OF
 GK0121'MILEPOST 51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0119 ***********************************************************************
 GK0119  DESIGNATION -  RRBM 53
 GK0119  PID         -  GK0119
 GK0119  STATE/COUNTY-  TX/OCHILTREE
 GK0119  USGS QUAD   -  HUNTOON (1973)
 GK0119
 GK0119                         *CURRENT SURVEY CONTROL
 GK0119  ___________________________________________________________________
 GK0119* NAD 83(1986)-  36 26 13.     (N)    100 43 37.     (W)     SCALED    
 GK0119* NAVD 88     -       888.283  (meters)    2914.31   (feet)  ADJUSTED  
 GK0119  ___________________________________________________________________
 GK0119  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GK0119  DYNAMIC HT  -         887.360 (meters)    2911.28  (feet)  COMP
 GK0119  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 GK0119
 GK0119  VERT ORDER  -  SECOND    CLASS 0
 GK0119
 GK0119.The horizontal coordinates were scaled from a topographic map and have
 GK0119.an estimated accuracy of +/- 6 seconds.
 GK0119
 GK0119.The orthometric height was determined by differential leveling
 GK0119.and adjusted by the National Geodetic Survey in June 1991..
 GK0119
 GK0119.The geoid height was determined by GEOID03.
 GK0119
 GK0119.The dynamic height is computed by dividing the NAVD 88
 GK0119.geopotential number by the normal gravity value computed on the
 GK0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0119.degrees latitude (g = 980.6199 gals.).
 GK0119
 GK0119.The modeled gravity was interpolated from observed gravity values.
 GK0119
 GK0119;                    North         East    Units  Estimated Accuracy
 GK0119;SPC TX N     - 1,270,640.      269,320.      MT  (+/- 180 meters Scaled)
 GK0119
 GK0119                          SUPERSEDED SURVEY CONTROL
 GK0119
 GK0119  NGVD 29 (??/??/92)  887.909  (m)         2913.08   (f) ADJ UNCH    2 0
 GK0119
 GK0119.Superseded values are not recommended for survey control.
 GK0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0119.See file dsdata.txt to determine how the superseded data were derived.
 GK0119
 GK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF452337(NAD 83)
 GK0119_MARKER: B = BOLT
 GK0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0119+STABILITY: SURFACE MOTION
 GK0119
 GK0119  HISTORY     - Date     Condition        Report By
 GK0119  HISTORY     - UNK      MONUMENTED
 GK0119  HISTORY     - 1934     GOOD             NGS
 GK0119  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0119
 GK0119                          STATION DESCRIPTION
 GK0119
 GK0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0119'4.9 MI E FROM PERRYTON.
 GK0119'4.9 MILES EAST OF PERRYTON P. AND SF. RR. STATION 0.15 MILES WEST OF
 GK0119'TWICHELL, SIDEING STATION, 110 FEET NORTH OF PANHANDLE TRACK, 60 FEET
 GK0119'NORTHWEST OF MILEPOST 53.
 GK0119
 GK0119                          STATION RECOVERY (1972)
 GK0119
 GK0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0118 ***********************************************************************
 GK0118  DESIGNATION -  RRBM 54
 GK0118  PID         -  GK0118
 GK0118  STATE/COUNTY-  TX/OCHILTREE
 GK0118  USGS QUAD   -  HUNTOON (1973)
 GK0118
 GK0118                         *CURRENT SURVEY CONTROL
 GK0118  ___________________________________________________________________
 GK0118* NAD 83(1986)-  36 25 47.     (N)    100 44 33.     (W)     SCALED    
 GK0118* NAVD 88     -       887.304  (meters)    2911.10   (feet)  ADJUSTED  
 GK0118  ___________________________________________________________________
 GK0118  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 GK0118  DYNAMIC HT  -         886.381 (meters)    2908.07  (feet)  COMP
 GK0118  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 GK0118
 GK0118  VERT ORDER  -  SECOND    CLASS 0
 GK0118
 GK0118.The horizontal coordinates were scaled from a topographic map and have
 GK0118.an estimated accuracy of +/- 6 seconds.
 GK0118
 GK0118.The orthometric height was determined by differential leveling
 GK0118.and adjusted by the National Geodetic Survey in June 1991..
 GK0118
 GK0118.The geoid height was determined by GEOID03.
 GK0118
 GK0118.The dynamic height is computed by dividing the NAVD 88
 GK0118.geopotential number by the normal gravity value computed on the
 GK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0118.degrees latitude (g = 980.6199 gals.).
 GK0118
 GK0118.The modeled gravity was interpolated from observed gravity values.
 GK0118
 GK0118;                    North         East    Units  Estimated Accuracy
 GK0118;SPC TX N     - 1,269,820.      267,930.      MT  (+/- 180 meters Scaled)
 GK0118
 GK0118                          SUPERSEDED SURVEY CONTROL
 GK0118
 GK0118  NGVD 29 (??/??/92)  886.929  (m)         2909.87   (f) ADJ UNCH    2 0
 GK0118
 GK0118.Superseded values are not recommended for survey control.
 GK0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0118.See file dsdata.txt to determine how the superseded data were derived.
 GK0118
 GK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF438330(NAD 83)
 GK0118_MARKER: B = BOLT
 GK0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0118+STABILITY: SURFACE MOTION
 GK0118
 GK0118  HISTORY     - Date     Condition        Report By
 GK0118  HISTORY     - UNK      MONUMENTED
 GK0118  HISTORY     - 1934     GOOD             NGS
 GK0118  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0118
 GK0118                          STATION DESCRIPTION
 GK0118
 GK0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0118'3.8 MI E FROM PERRYTON.
 GK0118'3.8 MILES EAST OF PERRYTON P. AND SF. RR. STATION 45 FEET WEST OF
 GK0118'MILEPOST 54, 45 FEET NORTH OF NEAREST RAIL OF PANHANDLE AND SANTA FE
 GK0118'RAILROAD TRACK.
 GK0118
 GK0118                          STATION RECOVERY (1972)
 GK0118
 GK0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0116 ***********************************************************************
 GK0116  DESIGNATION -  RRBM 56
 GK0116  PID         -  GK0116
 GK0116  STATE/COUNTY-  TX/OCHILTREE
 GK0116  USGS QUAD   -  PERRYTON (1973)
 GK0116
 GK0116                         *CURRENT SURVEY CONTROL
 GK0116  ___________________________________________________________________
 GK0116* NAD 83(1986)-  36 24 53.     (N)    100 46 25.     (W)     SCALED    
 GK0116* NAVD 88     -       889.106  (meters)    2917.01   (feet)  ADJUSTED  
 GK0116  ___________________________________________________________________
 GK0116  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GK0116  DYNAMIC HT  -         888.178 (meters)    2913.96  (feet)  COMP
 GK0116  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 GK0116
 GK0116  VERT ORDER  -  SECOND    CLASS 0
 GK0116
 GK0116.The horizontal coordinates were scaled from a topographic map and have
 GK0116.an estimated accuracy of +/- 6 seconds.
 GK0116
 GK0116.The orthometric height was determined by differential leveling
 GK0116.and adjusted by the National Geodetic Survey in June 1991..
 GK0116
 GK0116.The geoid height was determined by GEOID03.
 GK0116
 GK0116.The dynamic height is computed by dividing the NAVD 88
 GK0116.geopotential number by the normal gravity value computed on the
 GK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0116.degrees latitude (g = 980.6199 gals.).
 GK0116
 GK0116.The modeled gravity was interpolated from observed gravity values.
 GK0116
 GK0116;                    North         East    Units  Estimated Accuracy
 GK0116;SPC TX N     - 1,268,140.      265,150.      MT  (+/- 180 meters Scaled)
 GK0116
 GK0116                          SUPERSEDED SURVEY CONTROL
 GK0116
 GK0116  NGVD 29 (??/??/92)  888.729  (m)         2915.77   (f) ADJ UNCH    2 0
 GK0116
 GK0116.Superseded values are not recommended for survey control.
 GK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0116.See file dsdata.txt to determine how the superseded data were derived.
 GK0116
 GK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF409314(NAD 83)
 GK0116_MARKER: B = BOLT
 GK0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0116+STABILITY: SURFACE MOTION
 GK0116
 GK0116  HISTORY     - Date     Condition        Report By
 GK0116  HISTORY     - UNK      MONUMENTED
 GK0116  HISTORY     - 1934     GOOD             NGS
 GK0116  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0116
 GK0116                          STATION DESCRIPTION
 GK0116
 GK0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0116'1.8 MI E FROM PERRYTON.
 GK0116'1.8 MILES EAST OF PERRYTON P. AND SF. RR. STATION 140 FEET EAST OF
 GK0116'MILEPOST 56, 45 FEET SOUTH OF NEAREST RAIL OF PANHANDLE AND SANTA FE
 GK0116'RAILROAD TRACK.
 GK0116
 GK0116                          STATION RECOVERY (1972)
 GK0116
 GK0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0071 ***********************************************************************
 GK0071  DESIGNATION -  RRBM 58
 GK0071  PID         -  GK0071
 GK0071  STATE/COUNTY-  TX/OCHILTREE
 GK0071  USGS QUAD   -  PERRYTON (1973)
 GK0071
 GK0071                         *CURRENT SURVEY CONTROL
 GK0071  ___________________________________________________________________
 GK0071* NAD 83(1986)-  36 24 00.     (N)    100 48 18.     (W)     SCALED    
 GK0071* NAVD 88     -       894.067  (meters)    2933.28   (feet)  ADJUSTED  
 GK0071  ___________________________________________________________________
 GK0071  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GK0071  DYNAMIC HT  -         893.132 (meters)    2930.22  (feet)  COMP
 GK0071  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 GK0071
 GK0071  VERT ORDER  -  FIRST     CLASS II
 GK0071
 GK0071.The horizontal coordinates were scaled from a topographic map and have
 GK0071.an estimated accuracy of +/- 6 seconds.
 GK0071
 GK0071.The orthometric height was determined by differential leveling
 GK0071.and adjusted by the National Geodetic Survey in June 1991..
 GK0071.WARNING-Repeat measurements at this control monument indicate possible
 GK0071.vertical movement.
 GK0071
 GK0071.The geoid height was determined by GEOID03.
 GK0071
 GK0071.The dynamic height is computed by dividing the NAVD 88
 GK0071.geopotential number by the normal gravity value computed on the
 GK0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0071.degrees latitude (g = 980.6199 gals.).
 GK0071
 GK0071.The modeled gravity was interpolated from observed gravity values.
 GK0071
 GK0071;                    North         East    Units  Estimated Accuracy
 GK0071;SPC TX N     - 1,266,480.      262,350.      MT  (+/- 180 meters Scaled)
 GK0071
 GK0071                          SUPERSEDED SURVEY CONTROL
 GK0071
 GK0071  NGVD 29 (??/??/92)  893.69   (m)         2932.0    (f) COMPUTED    1 2
 GK0071
 GK0071.Superseded values are not recommended for survey control.
 GK0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0071.See file dsdata.txt to determine how the superseded data were derived.
 GK0071
 GK0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF381298(NAD 83)
 GK0071_MARKER: B = BOLT
 GK0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0071+STABILITY: SURFACE MOTION
 GK0071
 GK0071  HISTORY     - Date     Condition        Report By
 GK0071  HISTORY     - UNK      MONUMENTED       ATSFRR
 GK0071  HISTORY     - 1934     GOOD             NGS
 GK0071
 GK0071                          STATION DESCRIPTION
 GK0071
 GK0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0071'IN PERRYTON.
 GK0071'AT PERRYTON.  85 FEET SOUTHEAST OF SOUTHEAST PIER OF PERRYTON
 GK0071'MUNICIPAL WATER TANK.  93 FEET NORTH OF CENTER LINE OF A.T. AND S.F.
 GK0071'RR. 33 FEET NORTH OF RAILWAY MILE POST 58.  BOLT SET IN 4X4 INCH
 GK0071'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0022 ***********************************************************************
 FM0022  DESIGNATION -  RRBM 6 BNRR
 FM0022  PID         -  FM0022
 FM0022  STATE/COUNTY-  TX/HARTLEY
 FM0022  USGS QUAD   -  CHANNING (1971)
 FM0022
 FM0022                         *CURRENT SURVEY CONTROL
 FM0022  ___________________________________________________________________
 FM0022* NAD 83(1986)-  35 40 29.     (N)    102 20 01.     (W)     SCALED    
 FM0022* NAVD 88     -      1152.408  (meters)    3780.86   (feet)  POSTED    
 FM0022  ___________________________________________________________________
 FM0022  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0022  DYNAMIC HT  -        1151.050 (meters)    3776.40  (feet)  COMP
 FM0022  MODELED GRAV-     979,417.3   (mgal)                       NAVD 88
 FM0022
 FM0022  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FM0022
 FM0022.The horizontal coordinates were scaled from a topographic map and have
 FM0022.an estimated accuracy of +/- 6 seconds.
 FM0022
 FM0022.The orthometric height was determined by differential leveling
 FM0022.and adjusted by the National Geodetic Survey in 1992..
 FM0022.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FM0022.rate of 2.1 thru 3.0 mm/km.
 FM0022
 FM0022.The geoid height was determined by GEOID03.
 FM0022
 FM0022.The dynamic height is computed by dividing the NAVD 88
 FM0022.geopotential number by the normal gravity value computed on the
 FM0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0022.degrees latitude (g = 980.6199 gals.).
 FM0022
 FM0022.The modeled gravity was interpolated from observed gravity values.
 FM0022
 FM0022;                    North         East    Units  Estimated Accuracy
 FM0022;SPC TX N     - 1,186,110.      124,540.      MT  (+/- 180 meters Scaled)
 FM0022
 FM0022                          SUPERSEDED SURVEY CONTROL
 FM0022
 FM0022  NGVD 29 (??/??/92) 1151.861  (m)         3779.06   (f) ADJ UNCH    1 2
 FM0022
 FM0022.Superseded values are not recommended for survey control.
 FM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0022.See file dsdata.txt to determine how the superseded data were derived.
 FM0022
 FM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV413511(NAD 83)
 FM0022_MARKER: Z = SEE DESCRIPTION
 FM0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0022_SP_SET: BOILER FLUE
 FM0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0022
 FM0022  HISTORY     - Date     Condition        Report By
 FM0022  HISTORY     - UNK      MONUMENTED       BNRR
 FM0022  HISTORY     - 1933     GOOD             NGS
 FM0022  HISTORY     - 1943     MARK NOT FOUND   NGS
 FM0022  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0022
 FM0022                          STATION DESCRIPTION
 FM0022
 FM0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0022'1.1 MI SE FROM CHANNING.
 FM0022'1.1 MILES SOUTHEAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0022'CITY RAILROAD.  AT STATION NO. 21077, AT TOP OF BOILER FLUE, 6 POLES
 FM0022'NORTH OF MILE POLE NO. 399.  50 FEET EAST OF THE CENTERLINE OF THE
 FM0022'TRACKS.
 FM0022
 FM0022                          STATION RECOVERY (1943)
 FM0022
 FM0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0022'MARK NOT FOUND.
 FM0022
 FM0022                          STATION RECOVERY (1985)
 FM0022
 FM0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0022'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0113 ***********************************************************************
 GK0113  DESIGNATION -  RRBM 60
 GK0113  PID         -  GK0113
 GK0113  STATE/COUNTY-  TX/OCHILTREE
 GK0113  USGS QUAD   -  PERRYTON (1973)
 GK0113
 GK0113                         *CURRENT SURVEY CONTROL
 GK0113  ___________________________________________________________________
 GK0113* NAD 83(1986)-  36 23 05.     (N)    100 50 11.     (W)     SCALED    
 GK0113* NAVD 88     -       897.328  (meters)    2943.98   (feet)  ADJUSTED  
 GK0113  ___________________________________________________________________
 GK0113  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 GK0113  DYNAMIC HT  -         896.388 (meters)    2940.90  (feet)  COMP
 GK0113  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 GK0113
 GK0113  VERT ORDER  -  SECOND    CLASS 0
 GK0113
 GK0113.The horizontal coordinates were scaled from a topographic map and have
 GK0113.an estimated accuracy of +/- 6 seconds.
 GK0113
 GK0113.The orthometric height was determined by differential leveling
 GK0113.and adjusted by the National Geodetic Survey in June 1991..
 GK0113
 GK0113.The geoid height was determined by GEOID03.
 GK0113
 GK0113.The dynamic height is computed by dividing the NAVD 88
 GK0113.geopotential number by the normal gravity value computed on the
 GK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0113.degrees latitude (g = 980.6199 gals.).
 GK0113
 GK0113.The modeled gravity was interpolated from observed gravity values.
 GK0113
 GK0113;                    North         East    Units  Estimated Accuracy
 GK0113;SPC TX N     - 1,264,770.      259,540.      MT  (+/- 180 meters Scaled)
 GK0113
 GK0113                          SUPERSEDED SURVEY CONTROL
 GK0113
 GK0113  NGVD 29 (??/??/92)  896.946  (m)         2942.73   (f) ADJ UNCH    2 0
 GK0113
 GK0113.Superseded values are not recommended for survey control.
 GK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0113.See file dsdata.txt to determine how the superseded data were derived.
 GK0113
 GK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF352281(NAD 83)
 GK0113_MARKER: B = BOLT
 GK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0113+STABILITY: SURFACE MOTION
 GK0113
 GK0113  HISTORY     - Date     Condition        Report By
 GK0113  HISTORY     - UNK      MONUMENTED
 GK0113  HISTORY     - 1934     GOOD             NGS
 GK0113  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0113
 GK0113                          STATION DESCRIPTION
 GK0113
 GK0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0113'2.5 MI NW FROM PERRYTON.
 GK0113'2.5 MILES NORTHEAST OF PERRYTON P. AND SF. RR. STATION 120 FEET
 GK0113'NORTHEAST OF MILEPOST 60, 50 FEET NORTHWEST OF NEAREST RAIL OF
 GK0113'PANHANDLE AND SANTA FE RAILROAD TRACK.
 GK0113
 GK0113                          STATION RECOVERY (1972)
 GK0113
 GK0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0112 ***********************************************************************
 GK0112  DESIGNATION -  RRBM 61
 GK0112  PID         -  GK0112
 GK0112  STATE/COUNTY-  TX/OCHILTREE
 GK0112  USGS QUAD   -  PERRYTON (1973)
 GK0112
 GK0112                         *CURRENT SURVEY CONTROL
 GK0112  ___________________________________________________________________
 GK0112* NAD 83(1986)-  36 22 38.     (N)    100 51 07.     (W)     SCALED    
 GK0112* NAVD 88     -       899.434  (meters)    2950.89   (feet)  ADJUSTED  
 GK0112  ___________________________________________________________________
 GK0112  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GK0112  DYNAMIC HT  -         898.492 (meters)    2947.80  (feet)  COMP
 GK0112  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 GK0112
 GK0112  VERT ORDER  -  SECOND    CLASS 0
 GK0112
 GK0112.The horizontal coordinates were scaled from a topographic map and have
 GK0112.an estimated accuracy of +/- 6 seconds.
 GK0112
 GK0112.The orthometric height was determined by differential leveling
 GK0112.and adjusted by the National Geodetic Survey in June 1991..
 GK0112
 GK0112.The geoid height was determined by GEOID03.
 GK0112
 GK0112.The dynamic height is computed by dividing the NAVD 88
 GK0112.geopotential number by the normal gravity value computed on the
 GK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0112.degrees latitude (g = 980.6199 gals.).
 GK0112
 GK0112.The modeled gravity was interpolated from observed gravity values.
 GK0112
 GK0112;                    North         East    Units  Estimated Accuracy
 GK0112;SPC TX N     - 1,263,930.      258,150.      MT  (+/- 180 meters Scaled)
 GK0112
 GK0112                          SUPERSEDED SURVEY CONTROL
 GK0112
 GK0112  NGVD 29 (??/??/92)  899.048  (m)         2949.63   (f) ADJ UNCH    2 0
 GK0112
 GK0112.Superseded values are not recommended for survey control.
 GK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0112.See file dsdata.txt to determine how the superseded data were derived.
 GK0112
 GK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF338273(NAD 83)
 GK0112_MARKER: B = BOLT
 GK0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0112+STABILITY: SURFACE MOTION
 GK0112
 GK0112  HISTORY     - Date     Condition        Report By
 GK0112  HISTORY     - UNK      MONUMENTED
 GK0112  HISTORY     - 1934     GOOD             NGS
 GK0112  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0112
 GK0112                          STATION DESCRIPTION
 GK0112
 GK0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0112'3.5 MI NW FROM PERRYTON.
 GK0112'3.5 MILES NORTHWEST OF PERRYTON P. AND SF. RR. STATION 450 FEET
 GK0112'NORTHEAST OF RAILROAD CROSSING, 130 FEET NORTHEAST OF MILEPOST 61, 45
 GK0112'FEET NORTHWEST OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILROAD
 GK0112'TRACK.
 GK0112
 GK0112                          STATION RECOVERY (1972)
 GK0112
 GK0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0110 ***********************************************************************
 GK0110  DESIGNATION -  RRBM 63
 GK0110  PID         -  GK0110
 GK0110  STATE/COUNTY-  TX/OCHILTREE
 GK0110  USGS QUAD   -  FARNSWORTH (1973)
 GK0110
 GK0110                         *CURRENT SURVEY CONTROL
 GK0110  ___________________________________________________________________
 GK0110* NAD 83(1986)-  36 21 46.     (N)    100 52 56.     (W)     SCALED    
 GK0110* NAVD 88     -       904.259  (meters)    2966.72   (feet)  ADJUSTED  
 GK0110  ___________________________________________________________________
 GK0110  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GK0110  DYNAMIC HT  -         903.310 (meters)    2963.61  (feet)  COMP
 GK0110  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 GK0110
 GK0110  VERT ORDER  -  SECOND    CLASS 0
 GK0110
 GK0110.The horizontal coordinates were scaled from a topographic map and have
 GK0110.an estimated accuracy of +/- 6 seconds.
 GK0110
 GK0110.The orthometric height was determined by differential leveling
 GK0110.and adjusted by the National Geodetic Survey in June 1991..
 GK0110
 GK0110.The geoid height was determined by GEOID03.
 GK0110
 GK0110.The dynamic height is computed by dividing the NAVD 88
 GK0110.geopotential number by the normal gravity value computed on the
 GK0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0110.degrees latitude (g = 980.6199 gals.).
 GK0110
 GK0110.The modeled gravity was interpolated from observed gravity values.
 GK0110
 GK0110;                    North         East    Units  Estimated Accuracy
 GK0110;SPC TX N     - 1,262,310.      255,450.      MT  (+/- 180 meters Scaled)
 GK0110
 GK0110                          SUPERSEDED SURVEY CONTROL
 GK0110
 GK0110  NGVD 29 (??/??/92)  903.868  (m)         2965.44   (f) ADJ UNCH    2 0
 GK0110
 GK0110.Superseded values are not recommended for survey control.
 GK0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0110.See file dsdata.txt to determine how the superseded data were derived.
 GK0110
 GK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF311258(NAD 83)
 GK0110_MARKER: B = BOLT
 GK0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0110+STABILITY: SURFACE MOTION
 GK0110
 GK0110  HISTORY     - Date     Condition        Report By
 GK0110  HISTORY     - UNK      MONUMENTED
 GK0110  HISTORY     - 1934     GOOD             NGS
 GK0110  HISTORY     - 1973     GOOD             USGS
 GK0110
 GK0110                          STATION DESCRIPTION
 GK0110
 GK0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0110'5.5 MI SW FROM PERRYTON.
 GK0110'5.5 MILES SOUTHWEST OF PARRYTON P. AND SF. RR. STATION 45 FEET
 GK0110'NORTHWEST OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILROAD TRACK, 30
 GK0110'FEET NORTHEAST OF MILEPOST 63.
 GK0110
 GK0110                          STATION RECOVERY (1973)
 GK0110
 GK0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0109 ***********************************************************************
 GK0109  DESIGNATION -  RRBM 64
 GK0109  PID         -  GK0109
 GK0109  STATE/COUNTY-  TX/OCHILTREE
 GK0109  USGS QUAD   -  FARNSWORTH (1973)
 GK0109
 GK0109                         *CURRENT SURVEY CONTROL
 GK0109  ___________________________________________________________________
 GK0109* NAD 83(1986)-  36 21 20.     (N)    100 53 51.     (W)     SCALED    
 GK0109* NAVD 88     -       908.548  (meters)    2980.79   (feet)  ADJUSTED  
 GK0109  ___________________________________________________________________
 GK0109  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GK0109  DYNAMIC HT  -         907.593 (meters)    2977.66  (feet)  COMP
 GK0109  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 GK0109
 GK0109  VERT ORDER  -  SECOND    CLASS 0
 GK0109
 GK0109.The horizontal coordinates were scaled from a topographic map and have
 GK0109.an estimated accuracy of +/- 6 seconds.
 GK0109
 GK0109.The orthometric height was determined by differential leveling
 GK0109.and adjusted by the National Geodetic Survey in June 1991..
 GK0109
 GK0109.The geoid height was determined by GEOID03.
 GK0109
 GK0109.The dynamic height is computed by dividing the NAVD 88
 GK0109.geopotential number by the normal gravity value computed on the
 GK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0109.degrees latitude (g = 980.6199 gals.).
 GK0109
 GK0109.The modeled gravity was interpolated from observed gravity values.
 GK0109
 GK0109;                    North         East    Units  Estimated Accuracy
 GK0109;SPC TX N     - 1,261,500.      254,080.      MT  (+/- 180 meters Scaled)
 GK0109
 GK0109                          SUPERSEDED SURVEY CONTROL
 GK0109
 GK0109  NGVD 29 (??/??/92)  908.154  (m)         2979.50   (f) ADJ UNCH    2 0
 GK0109
 GK0109.Superseded values are not recommended for survey control.
 GK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0109.See file dsdata.txt to determine how the superseded data were derived.
 GK0109
 GK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF297250(NAD 83)
 GK0109_MARKER: B = BOLT
 GK0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0109+STABILITY: SURFACE MOTION
 GK0109
 GK0109  HISTORY     - Date     Condition        Report By
 GK0109  HISTORY     - UNK      MONUMENTED
 GK0109  HISTORY     - 1934     GOOD             NGS
 GK0109  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0109
 GK0109                          STATION DESCRIPTION
 GK0109
 GK0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0109'4.7 MI NE FROM FARNSWORTH.
 GK0109'4.7 MILES NORTHEAST OF FARNSWORTH P. AND SF. RR. STATION 110 FEET
 GK0109'NORTHWEST OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILROAD TRACK, 60
 GK0109'FEET NORTHWEST OF MILEPOST 64.
 GK0109
 GK0109                          STATION RECOVERY (1973)
 GK0109
 GK0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0107 ***********************************************************************
 GK0107  DESIGNATION -  RRBM 66
 GK0107  PID         -  GK0107
 GK0107  STATE/COUNTY-  TX/OCHILTREE
 GK0107  USGS QUAD   -  FARNSWORTH (1973)
 GK0107
 GK0107                         *CURRENT SURVEY CONTROL
 GK0107  ___________________________________________________________________
 GK0107* NAD 83(1986)-  36 20 27.     (N)    100 55 38.     (W)     SCALED    
 GK0107* NAVD 88     -       910.790  (meters)    2988.15   (feet)  ADJUSTED  
 GK0107  ___________________________________________________________________
 GK0107  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GK0107  DYNAMIC HT  -         909.831 (meters)    2985.00  (feet)  COMP
 GK0107  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 GK0107
 GK0107  VERT ORDER  -  SECOND    CLASS 0
 GK0107
 GK0107.The horizontal coordinates were scaled from a topographic map and have
 GK0107.an estimated accuracy of +/- 6 seconds.
 GK0107
 GK0107.The orthometric height was determined by differential leveling
 GK0107.and adjusted by the National Geodetic Survey in June 1991..
 GK0107
 GK0107.The geoid height was determined by GEOID03.
 GK0107
 GK0107.The dynamic height is computed by dividing the NAVD 88
 GK0107.geopotential number by the normal gravity value computed on the
 GK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0107.degrees latitude (g = 980.6199 gals.).
 GK0107
 GK0107.The modeled gravity was interpolated from observed gravity values.
 GK0107
 GK0107;                    North         East    Units  Estimated Accuracy
 GK0107;SPC TX N     - 1,259,850.      251,420.      MT  (+/- 180 meters Scaled)
 GK0107
 GK0107                          SUPERSEDED SURVEY CONTROL
 GK0107
 GK0107  NGVD 29 (??/??/92)  910.391  (m)         2986.84   (f) ADJ UNCH    2 0
 GK0107
 GK0107.Superseded values are not recommended for survey control.
 GK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0107.See file dsdata.txt to determine how the superseded data were derived.
 GK0107
 GK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF270234(NAD 83)
 GK0107_MARKER: B = BOLT
 GK0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0107+STABILITY: SURFACE MOTION
 GK0107
 GK0107  HISTORY     - Date     Condition        Report By
 GK0107  HISTORY     - UNK      MONUMENTED
 GK0107  HISTORY     - 1934     GOOD             NGS
 GK0107  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0107
 GK0107                          STATION DESCRIPTION
 GK0107
 GK0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0107'2.7 MI NE FROM FARNSWORTH.
 GK0107'2.7 MILES NORTHEAST OF EARNSWORTH P. AND SF. RR. STATION 50 FEET
 GK0107'NORTHWEST OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILROAD TRACK, 10
 GK0107'FEET SOUTHWEST OF MILEPOST 66.
 GK0107
 GK0107                          STATION RECOVERY (1973)
 GK0107
 GK0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0106 ***********************************************************************
 GK0106  DESIGNATION -  RRBM 67
 GK0106  PID         -  GK0106
 GK0106  STATE/COUNTY-  TX/OCHILTREE
 GK0106  USGS QUAD   -  FARNSWORTH (1973)
 GK0106
 GK0106                         *CURRENT SURVEY CONTROL
 GK0106  ___________________________________________________________________
 GK0106* NAD 83(1986)-  36 20 00.     (N)    100 56 33.     (W)     SCALED    
 GK0106* NAVD 88     -       912.595  (meters)    2994.07   (feet)  ADJUSTED  
 GK0106  ___________________________________________________________________
 GK0106  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GK0106  DYNAMIC HT  -         911.632 (meters)    2990.91  (feet)  COMP
 GK0106  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 GK0106
 GK0106  VERT ORDER  -  SECOND    CLASS 0
 GK0106
 GK0106.The horizontal coordinates were scaled from a topographic map and have
 GK0106.an estimated accuracy of +/- 6 seconds.
 GK0106
 GK0106.The orthometric height was determined by differential leveling
 GK0106.and adjusted by the National Geodetic Survey in June 1991..
 GK0106
 GK0106.The geoid height was determined by GEOID03.
 GK0106
 GK0106.The dynamic height is computed by dividing the NAVD 88
 GK0106.geopotential number by the normal gravity value computed on the
 GK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0106.degrees latitude (g = 980.6199 gals.).
 GK0106
 GK0106.The modeled gravity was interpolated from observed gravity values.
 GK0106
 GK0106;                    North         East    Units  Estimated Accuracy
 GK0106;SPC TX N     - 1,259,010.      250,060.      MT  (+/- 180 meters Scaled)
 GK0106
 GK0106                          SUPERSEDED SURVEY CONTROL
 GK0106
 GK0106  NGVD 29 (??/??/92)  912.192  (m)         2992.75   (f) ADJ UNCH    2 0
 GK0106
 GK0106.Superseded values are not recommended for survey control.
 GK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0106.See file dsdata.txt to determine how the superseded data were derived.
 GK0106
 GK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF256226(NAD 83)
 GK0106_MARKER: B = BOLT
 GK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0106+STABILITY: SURFACE MOTION
 GK0106
 GK0106  HISTORY     - Date     Condition        Report By
 GK0106  HISTORY     - UNK      MONUMENTED
 GK0106  HISTORY     - 1934     GOOD             NGS
 GK0106  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0106
 GK0106                          STATION DESCRIPTION
 GK0106
 GK0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0106'1.7 MI NE FROM FARNSWORTH.
 GK0106'1.7 MILES NORTHEAST OF FARNSWORTH P. AND SF. RR. STATION 50 FEET
 GK0106'NORTHWEST OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILROAD TRACK, 5
 GK0106'FEET NORTHEAST OF MILEPOST 67.
 GK0106
 GK0106                          STATION RECOVERY (1973)
 GK0106
 GK0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0104 ***********************************************************************
 GK0104  DESIGNATION -  RRBM 68
 GK0104  PID         -  GK0104
 GK0104  STATE/COUNTY-  TX/OCHILTREE
 GK0104  USGS QUAD   -  FARNSWORTH (1973)
 GK0104
 GK0104                         *CURRENT SURVEY CONTROL
 GK0104  ___________________________________________________________________
 GK0104* NAD 83(1986)-  36 19 34.     (N)    100 57 29.     (W)     SCALED    
 GK0104* NAVD 88     -       912.704  (meters)    2994.43   (feet)  ADJUSTED  
 GK0104  ___________________________________________________________________
 GK0104  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GK0104  DYNAMIC HT  -         911.740 (meters)    2991.27  (feet)  COMP
 GK0104  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 GK0104
 GK0104  VERT ORDER  -  SECOND    CLASS 0
 GK0104
 GK0104.The horizontal coordinates were scaled from a topographic map and have
 GK0104.an estimated accuracy of +/- 6 seconds.
 GK0104
 GK0104.The orthometric height was determined by differential leveling
 GK0104.and adjusted by the National Geodetic Survey in June 1991..
 GK0104
 GK0104.The geoid height was determined by GEOID03.
 GK0104
 GK0104.The dynamic height is computed by dividing the NAVD 88
 GK0104.geopotential number by the normal gravity value computed on the
 GK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0104.degrees latitude (g = 980.6199 gals.).
 GK0104
 GK0104.The modeled gravity was interpolated from observed gravity values.
 GK0104
 GK0104;                    North         East    Units  Estimated Accuracy
 GK0104;SPC TX N     - 1,258,200.      248,660.      MT  (+/- 180 meters Scaled)
 GK0104
 GK0104                          SUPERSEDED SURVEY CONTROL
 GK0104
 GK0104  NGVD 29 (??/??/92)  912.303  (m)         2993.11   (f) ADJ UNCH    2 0
 GK0104
 GK0104.Superseded values are not recommended for survey control.
 GK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0104.See file dsdata.txt to determine how the superseded data were derived.
 GK0104
 GK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF242218(NAD 83)
 GK0104_MARKER: B = BOLT
 GK0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0104+STABILITY: SURFACE MOTION
 GK0104
 GK0104  HISTORY     - Date     Condition        Report By
 GK0104  HISTORY     - UNK      MONUMENTED
 GK0104  HISTORY     - 1934     GOOD             NGS
 GK0104  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0104
 GK0104                          STATION DESCRIPTION
 GK0104
 GK0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0104'0.7 MI NE FROM FARNSWORTH.
 GK0104'0.7 MILES NORTHEAST OF EARNSWORTH P. AND SF. RR. STATION 110 FEET
 GK0104'NORTHEAST OF MILEPOST 68, 45 FEET NORTHWEST OF NEAREST RAIL OF
 GK0104'PANHANDLE AND SANTA FE RAILROAD TRACK.
 GK0104
 GK0104                          STATION RECOVERY (1973)
 GK0104
 GK0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0339 ***********************************************************************
 GK0339  DESIGNATION -  RRBM 72
 GK0339  PID         -  GK0339
 GK0339  STATE/COUNTY-  TX/OCHILTREE
 GK0339  USGS QUAD   -  WAKA (1973)
 GK0339
 GK0339                         *CURRENT SURVEY CONTROL
 GK0339  ___________________________________________________________________
 GK0339* NAD 83(1986)-  36 17 47.     (N)    101 01 11.     (W)     SCALED    
 GK0339* NAVD 88     -       918.167  (meters)    3012.35   (feet)  ADJUSTED  
 GK0339  ___________________________________________________________________
 GK0339  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GK0339  DYNAMIC HT  -         917.194 (meters)    3009.16  (feet)  COMP
 GK0339  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 GK0339
 GK0339  VERT ORDER  -  SECOND    CLASS 0
 GK0339
 GK0339.The horizontal coordinates were scaled from a topographic map and have
 GK0339.an estimated accuracy of +/- 6 seconds.
 GK0339
 GK0339.The orthometric height was determined by differential leveling
 GK0339.and adjusted by the National Geodetic Survey in June 1991..
 GK0339
 GK0339.The geoid height was determined by GEOID03.
 GK0339
 GK0339.The dynamic height is computed by dividing the NAVD 88
 GK0339.geopotential number by the normal gravity value computed on the
 GK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0339.degrees latitude (g = 980.6199 gals.).
 GK0339
 GK0339.The modeled gravity was interpolated from observed gravity values.
 GK0339
 GK0339;                    North         East    Units  Estimated Accuracy
 GK0339;SPC TX N     - 1,254,870.      243,140.      MT  (+/- 180 meters Scaled)
 GK0339
 GK0339                          SUPERSEDED SURVEY CONTROL
 GK0339
 GK0339  NGVD 29 (??/??/92)  917.756  (m)         3011.00   (f) ADJ UNCH    2 0
 GK0339
 GK0339.Superseded values are not recommended for survey control.
 GK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0339.See file dsdata.txt to determine how the superseded data were derived.
 GK0339
 GK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF186187(NAD 83)
 GK0339_MARKER: B = BOLT
 GK0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0339+STABILITY: SURFACE MOTION
 GK0339
 GK0339  HISTORY     - Date     Condition        Report By
 GK0339  HISTORY     - UNK      MONUMENTED
 GK0339  HISTORY     - 1934     GOOD             NGS
 GK0339  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0339
 GK0339                          STATION DESCRIPTION
 GK0339
 GK0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0339'1.7 MI NE FROM WAKA.
 GK0339'1.7 MILES NORTHEAST OF WAKA P. AND SF. RR. STATION 60 FEET NORTHEAST
 GK0339'OF MILEPOST 72, 45 FEET NORTHWEST OF THE NEAREST RAIL OF PANHANDLE AND
 GK0339'SANTA FE RAILROAD.
 GK0339
 GK0339                          STATION RECOVERY (1972)
 GK0339
 GK0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0338 ***********************************************************************
 GK0338  DESIGNATION -  RRBM 73
 GK0338  PID         -  GK0338
 GK0338  STATE/COUNTY-  TX/OCHILTREE
 GK0338  USGS QUAD   -  WAKA (1973)
 GK0338
 GK0338                         *CURRENT SURVEY CONTROL
 GK0338  ___________________________________________________________________
 GK0338* NAD 83(1986)-  36 17 19.     (N)    101 02 06.     (W)     SCALED    
 GK0338* NAVD 88     -       922.587  (meters)    3026.85   (feet)  ADJUSTED  
 GK0338  ___________________________________________________________________
 GK0338  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 GK0338  DYNAMIC HT  -         921.608 (meters)    3023.64  (feet)  COMP
 GK0338  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 GK0338
 GK0338  VERT ORDER  -  SECOND    CLASS 0
 GK0338
 GK0338.The horizontal coordinates were scaled from a topographic map and have
 GK0338.an estimated accuracy of +/- 6 seconds.
 GK0338
 GK0338.The orthometric height was determined by differential leveling
 GK0338.and adjusted by the National Geodetic Survey in June 1991..
 GK0338.WARNING-Repeat measurements at this control monument indicate possible
 GK0338.vertical movement.
 GK0338
 GK0338.The geoid height was determined by GEOID03.
 GK0338
 GK0338.The dynamic height is computed by dividing the NAVD 88
 GK0338.geopotential number by the normal gravity value computed on the
 GK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0338.degrees latitude (g = 980.6199 gals.).
 GK0338
 GK0338.The modeled gravity was interpolated from observed gravity values.
 GK0338
 GK0338;                    North         East    Units  Estimated Accuracy
 GK0338;SPC TX N     - 1,254,000.      241,770.      MT  (+/- 180 meters Scaled)
 GK0338
 GK0338                          SUPERSEDED SURVEY CONTROL
 GK0338
 GK0338  NGVD 29 (??/??/92)  922.172  (m)         3025.49   (f) ADJ UNCH    2 0
 GK0338
 GK0338.Superseded values are not recommended for survey control.
 GK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0338.See file dsdata.txt to determine how the superseded data were derived.
 GK0338
 GK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF172178(NAD 83)
 GK0338_MARKER: B = BOLT
 GK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0338+STABILITY: SURFACE MOTION
 GK0338
 GK0338  HISTORY     - Date     Condition        Report By
 GK0338  HISTORY     - UNK      MONUMENTED
 GK0338  HISTORY     - 1934     GOOD             NGS
 GK0338  HISTORY     - 1943     GOOD             NGS
 GK0338
 GK0338                          STATION DESCRIPTION
 GK0338
 GK0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0338'0.7 MI NE FROM WAKA.
 GK0338'0.7 MILES NORTHEAST OF WAKA P. AND SF. RR. STATION 60 FEET NORTHEAST
 GK0338'OF MILEPOST 73, 43 FEET NORTHWEST OF NEARE RAIL OF PANHANDLE AND SANTA
 GK0338'FE RAILROAD TRACK.  NOTE-- A WHITE REF. POST IS 2 FT. N OF BM.
 GK0338
 GK0338                          STATION RECOVERY (1943)
 GK0338
 GK0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 GK0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0336 ***********************************************************************
 GK0336  DESIGNATION -  RRBM 74
 GK0336  PID         -  GK0336
 GK0336  STATE/COUNTY-  TX/OCHILTREE
 GK0336  USGS QUAD   -  WAKA (1973)
 GK0336
 GK0336                         *CURRENT SURVEY CONTROL
 GK0336  ___________________________________________________________________
 GK0336* NAD 83(1986)-  36 16 52.     (N)    101 03 02.     (W)     SCALED    
 GK0336* NAVD 88     -       927.866  (meters)    3044.17   (feet)  ADJUSTED  
 GK0336  ___________________________________________________________________
 GK0336  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GK0336  DYNAMIC HT  -         926.881 (meters)    3040.94  (feet)  COMP
 GK0336  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 GK0336
 GK0336  VERT ORDER  -  SECOND    CLASS 0
 GK0336
 GK0336.The horizontal coordinates were scaled from a topographic map and have
 GK0336.an estimated accuracy of +/- 6 seconds.
 GK0336
 GK0336.The orthometric height was determined by differential leveling
 GK0336.and adjusted by the National Geodetic Survey in June 1991..
 GK0336
 GK0336.The geoid height was determined by GEOID03.
 GK0336
 GK0336.The dynamic height is computed by dividing the NAVD 88
 GK0336.geopotential number by the normal gravity value computed on the
 GK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0336.degrees latitude (g = 980.6199 gals.).
 GK0336
 GK0336.The modeled gravity was interpolated from observed gravity values.
 GK0336
 GK0336;                    North         East    Units  Estimated Accuracy
 GK0336;SPC TX N     - 1,253,160.      240,380.      MT  (+/- 180 meters Scaled)
 GK0336
 GK0336                          SUPERSEDED SURVEY CONTROL
 GK0336
 GK0336  NGVD 29 (??/??/92)  927.450  (m)         3042.81   (f) ADJ UNCH    2 0
 GK0336
 GK0336.Superseded values are not recommended for survey control.
 GK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0336.See file dsdata.txt to determine how the superseded data were derived.
 GK0336
 GK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF158170(NAD 83)
 GK0336_MARKER: B = BOLT
 GK0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0336+STABILITY: SURFACE MOTION
 GK0336
 GK0336  HISTORY     - Date     Condition        Report By
 GK0336  HISTORY     - UNK      MONUMENTED
 GK0336  HISTORY     - 1934     GOOD             NGS
 GK0336  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0336
 GK0336                          STATION DESCRIPTION
 GK0336
 GK0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0336'0.3 MI SW FROM WAKA.
 GK0336'0.3 MILES SOUTHWEST OF WAKA P. AND SF. RR. STATION 93 FEET NORTHWEST
 GK0336'OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILROAD TRACK, 36 FEET
 GK0336'SOUTHWEST OF MILEPOST 74.
 GK0336
 GK0336                          STATION RECOVERY (1972)
 GK0336
 GK0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0333 ***********************************************************************
 GK0333  DESIGNATION -  RRBM 77
 GK0333  PID         -  GK0333
 GK0333  STATE/COUNTY-  TX/HANSFORD
 GK0333  USGS QUAD   -  WAKA (1973)
 GK0333
 GK0333                         *CURRENT SURVEY CONTROL
 GK0333  ___________________________________________________________________
 GK0333* NAD 83(1986)-  36 15 33.     (N)    101 05 50.     (W)     SCALED    
 GK0333* NAVD 88     -       937.666  (meters)    3076.33   (feet)  ADJUSTED  
 GK0333  ___________________________________________________________________
 GK0333  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GK0333  DYNAMIC HT  -         936.667 (meters)    3073.05  (feet)  COMP
 GK0333  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 GK0333
 GK0333  VERT ORDER  -  SECOND    CLASS 0
 GK0333
 GK0333.The horizontal coordinates were scaled from a topographic map and have
 GK0333.an estimated accuracy of +/- 6 seconds.
 GK0333
 GK0333.The orthometric height was determined by differential leveling
 GK0333.and adjusted by the National Geodetic Survey in June 1991..
 GK0333
 GK0333.The geoid height was determined by GEOID03.
 GK0333
 GK0333.The dynamic height is computed by dividing the NAVD 88
 GK0333.geopotential number by the normal gravity value computed on the
 GK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0333.degrees latitude (g = 980.6199 gals.).
 GK0333
 GK0333.The modeled gravity was interpolated from observed gravity values.
 GK0333
 GK0333;                    North         East    Units  Estimated Accuracy
 GK0333;SPC TX N     - 1,250,710.      236,200.      MT  (+/- 180 meters Scaled)
 GK0333
 GK0333                          SUPERSEDED SURVEY CONTROL
 GK0333
 GK0333  NGVD 29 (??/??/92)  937.247  (m)         3074.95   (f) ADJ UNCH    2 0
 GK0333
 GK0333.Superseded values are not recommended for survey control.
 GK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0333.See file dsdata.txt to determine how the superseded data were derived.
 GK0333
 GK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF115147(NAD 83)
 GK0333_MARKER: B = BOLT
 GK0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0333+STABILITY: SURFACE MOTION
 GK0333
 GK0333  HISTORY     - Date     Condition        Report By
 GK0333  HISTORY     - UNK      MONUMENTED
 GK0333  HISTORY     - 1934     GOOD             NGS
 GK0333  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0333
 GK0333                          STATION DESCRIPTION
 GK0333
 GK0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0333'3.3 MI SW FROM WAKA.
 GK0333'3.3 MILES SOUTHWEST OF WAKA P. AND SF. RR. STATION 85 FEET NORTHEAST
 GK0333'OF MILEPOST 77, 45 FEET NORTHWEST OF NEAREST RAIL OF PANHANDLE AND
 GK0333'SANTA FE RAILROAD TRACK.
 GK0333
 GK0333                          STATION RECOVERY (1972)
 GK0333
 GK0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0332 ***********************************************************************
 GK0332  DESIGNATION -  RRBM 78
 GK0332  PID         -  GK0332
 GK0332  STATE/COUNTY-  TX/HANSFORD
 GK0332  USGS QUAD   -  WAKA (1973)
 GK0332
 GK0332                         *CURRENT SURVEY CONTROL
 GK0332  ___________________________________________________________________
 GK0332* NAD 83(1986)-  36 15 03.     (N)    101 06 50.     (W)     SCALED    
 GK0332* NAVD 88     -       937.564  (meters)    3075.99   (feet)  ADJUSTED  
 GK0332  ___________________________________________________________________
 GK0332  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GK0332  DYNAMIC HT  -         936.564 (meters)    3072.71  (feet)  COMP
 GK0332  MODELED GRAV-     979,534.8   (mgal)                       NAVD 88
 GK0332
 GK0332  VERT ORDER  -  SECOND    CLASS 0
 GK0332
 GK0332.The horizontal coordinates were scaled from a topographic map and have
 GK0332.an estimated accuracy of +/- 6 seconds.
 GK0332
 GK0332.The orthometric height was determined by differential leveling
 GK0332.and adjusted by the National Geodetic Survey in June 1991..
 GK0332
 GK0332.The geoid height was determined by GEOID03.
 GK0332
 GK0332.The dynamic height is computed by dividing the NAVD 88
 GK0332.geopotential number by the normal gravity value computed on the
 GK0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0332.degrees latitude (g = 980.6199 gals.).
 GK0332
 GK0332.The modeled gravity was interpolated from observed gravity values.
 GK0332
 GK0332;                    North         East    Units  Estimated Accuracy
 GK0332;SPC TX N     - 1,249,780.      234,700.      MT  (+/- 180 meters Scaled)
 GK0332
 GK0332                          SUPERSEDED SURVEY CONTROL
 GK0332
 GK0332  NGVD 29 (??/??/92)  937.142  (m)         3074.61   (f) ADJ UNCH    2 0
 GK0332
 GK0332.Superseded values are not recommended for survey control.
 GK0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0332.See file dsdata.txt to determine how the superseded data were derived.
 GK0332
 GK0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF100138(NAD 83)
 GK0332_MARKER: B = BOLT
 GK0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0332+STABILITY: SURFACE MOTION
 GK0332
 GK0332  HISTORY     - Date     Condition        Report By
 GK0332  HISTORY     - UNK      MONUMENTED
 GK0332  HISTORY     - 1934     GOOD             NGS
 GK0332  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0332
 GK0332                          STATION DESCRIPTION
 GK0332
 GK0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0332'4.4 MI SW FROM WAKA.
 GK0332'4.4 MILES SOUTHWEST OF WAKA P. AND SF. RR. STATION 60 FEET NORTHEAST
 GK0332'OF MILEPOST 78, 45 FEET NORTHWEST OF NEAREST RAIL OF PANHANDLE AND
 GK0332'SANTA FE RAILROAD.
 GK0332
 GK0332                          STATION RECOVERY (1972)
 GK0332
 GK0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0245 ***********************************************************************
 FM0245  DESIGNATION -  RRBM 8 BNRR
 FM0245  PID         -  FM0245
 FM0245  STATE/COUNTY-  TX/POTTER
 FM0245  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0245
 FM0245                         *CURRENT SURVEY CONTROL
 FM0245  ___________________________________________________________________
 FM0245* NAD 83(1986)-  35 18 57.     (N)    102 02 22.     (W)     SCALED    
 FM0245* NAVD 88     -      1024.036  (meters)    3359.69   (feet)  ADJUSTED  
 FM0245  ___________________________________________________________________
 FM0245  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0245  DYNAMIC HT  -        1022.828 (meters)    3355.73  (feet)  COMP
 FM0245  MODELED GRAV-     979,419.2   (mgal)                       NAVD 88
 FM0245
 FM0245  VERT ORDER  -  FIRST     CLASS II
 FM0245
 FM0245.The horizontal coordinates were scaled from a topographic map and have
 FM0245.an estimated accuracy of +/- 6 seconds.
 FM0245
 FM0245.The orthometric height was determined by differential leveling
 FM0245.and adjusted by the National Geodetic Survey in June 1991..
 FM0245
 FM0245.The geoid height was determined by GEOID03.
 FM0245
 FM0245.The dynamic height is computed by dividing the NAVD 88
 FM0245.geopotential number by the normal gravity value computed on the
 FM0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0245.degrees latitude (g = 980.6199 gals.).
 FM0245
 FM0245.The modeled gravity was interpolated from observed gravity values.
 FM0245
 FM0245;                    North         East    Units  Estimated Accuracy
 FM0245;SPC TX N     - 1,146,110.      150,950.      MT  (+/- 180 meters Scaled)
 FM0245
 FM0245                          SUPERSEDED SURVEY CONTROL
 FM0245
 FM0245  NGVD 29 (??/??/92) 1023.557  (m)         3358.12   (f) ADJ UNCH    1 2
 FM0245
 FM0245.Superseded values are not recommended for survey control.
 FM0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0245.See file dsdata.txt to determine how the superseded data were derived.
 FM0245
 FM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV691120(NAD 83)
 FM0245_MARKER: Q = CHISELED SQUARE
 FM0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0245_SP_SET: CULVERT
 FM0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0245
 FM0245  HISTORY     - Date     Condition        Report By
 FM0245  HISTORY     - UNK      MONUMENTED       BNRR
 FM0245  HISTORY     - 1933     GOOD             NGS
 FM0245  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0245
 FM0245                          STATION DESCRIPTION
 FM0245
 FM0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0245'4.6 MI NW FROM GENTRY.
 FM0245'4.6 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0245'CITY RAILROAD.  AT BRIDGE NO. 351-71, JUST SOUTH OF FITZ SIDING.  ON
 FM0245'THE NORTH WEST CORNER OF THE EAST HEADWALL.
 FM0245
 FM0245                          STATION RECOVERY (1985)
 FM0245
 FM0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0245'THE HEADWALL IS WEATHER BEATEN AND THERE NO LONGER IS ANY EVIDENCE OF
 FM0245'A CHISELED CROSS AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0330 ***********************************************************************
 GK0330  DESIGNATION -  RRBM 80
 GK0330  PID         -  GK0330
 GK0330  STATE/COUNTY-  TX/HANSFORD
 GK0330  USGS QUAD   -  SPEARMAN (1974)
 GK0330
 GK0330                         *CURRENT SURVEY CONTROL
 GK0330  ___________________________________________________________________
 GK0330* NAD 83(1986)-  36 14 10.     (N)    101 08 34.     (W)     SCALED    
 GK0330* NAVD 88     -       937.075  (meters)    3074.39   (feet)  ADJUSTED  
 GK0330  ___________________________________________________________________
 GK0330  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 GK0330  DYNAMIC HT  -         936.074 (meters)    3071.10  (feet)  COMP
 GK0330  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 GK0330
 GK0330  VERT ORDER  -  SECOND    CLASS 0
 GK0330
 GK0330.The horizontal coordinates were scaled from a topographic map and have
 GK0330.an estimated accuracy of +/- 6 seconds.
 GK0330
 GK0330.The orthometric height was determined by differential leveling
 GK0330.and adjusted by the National Geodetic Survey in June 1991..
 GK0330
 GK0330.The geoid height was determined by GEOID03.
 GK0330
 GK0330.The dynamic height is computed by dividing the NAVD 88
 GK0330.geopotential number by the normal gravity value computed on the
 GK0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0330.degrees latitude (g = 980.6199 gals.).
 GK0330
 GK0330.The modeled gravity was interpolated from observed gravity values.
 GK0330
 GK0330;                    North         East    Units  Estimated Accuracy
 GK0330;SPC TX N     - 1,248,140.      232,110.      MT  (+/- 180 meters Scaled)
 GK0330
 GK0330                          SUPERSEDED SURVEY CONTROL
 GK0330
 GK0330  NGVD 29 (??/??/92)  936.650  (m)         3072.99   (f) ADJ UNCH    2 0
 GK0330
 GK0330.Superseded values are not recommended for survey control.
 GK0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0330.See file dsdata.txt to determine how the superseded data were derived.
 GK0330
 GK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF074122(NAD 83)
 GK0330_MARKER: B = BOLT
 GK0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0330+STABILITY: SURFACE MOTION
 GK0330
 GK0330  HISTORY     - Date     Condition        Report By
 GK0330  HISTORY     - UNK      MONUMENTED
 GK0330  HISTORY     - 1934     GOOD             NGS
 GK0330
 GK0330                          STATION DESCRIPTION
 GK0330
 GK0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0330'3.8 MI NE FROM SPEARMAN.
 GK0330'3.8 MILES NORTHEAST OF SPEARMAN P. AND SF. RR. STATION 54 FEET
 GK0330'NORTHEAST OF MILEPOST 80, 42 FEET NORTHWEST OF NEAREST RAIL OF
 GK0330'PANHANDLE AND SANTA FE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0246 ***********************************************************************
 FM0246  DESIGNATION -  RRBM 9 BNRR
 FM0246  PID         -  FM0246
 FM0246  STATE/COUNTY-  TX/POTTER
 FM0246  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0246
 FM0246                         *CURRENT SURVEY CONTROL
 FM0246  ___________________________________________________________________
 FM0246* NAD 83(1986)-  35 18 31.     (N)    102 02 15.     (W)     SCALED    
 FM0246* NAVD 88     -      1033.434  (meters)    3390.52   (feet)  ADJUSTED  
 FM0246  ___________________________________________________________________
 FM0246  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FM0246  DYNAMIC HT  -        1032.214 (meters)    3386.52  (feet)  COMP
 FM0246  MODELED GRAV-     979,418.2   (mgal)                       NAVD 88
 FM0246
 FM0246  VERT ORDER  -  FIRST     CLASS II
 FM0246
 FM0246.The horizontal coordinates were scaled from a topographic map and have
 FM0246.an estimated accuracy of +/- 6 seconds.
 FM0246
 FM0246.The orthometric height was determined by differential leveling
 FM0246.and adjusted by the National Geodetic Survey in June 1991..
 FM0246
 FM0246.The geoid height was determined by GEOID03.
 FM0246
 FM0246.The dynamic height is computed by dividing the NAVD 88
 FM0246.geopotential number by the normal gravity value computed on the
 FM0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0246.degrees latitude (g = 980.6199 gals.).
 FM0246
 FM0246.The modeled gravity was interpolated from observed gravity values.
 FM0246
 FM0246;                    North         East    Units  Estimated Accuracy
 FM0246;SPC TX N     - 1,145,310.      151,120.      MT  (+/- 180 meters Scaled)
 FM0246
 FM0246                          SUPERSEDED SURVEY CONTROL
 FM0246
 FM0246  NGVD 29 (??/??/92) 1032.952  (m)         3388.94   (f) ADJ UNCH    1 2
 FM0246
 FM0246.Superseded values are not recommended for survey control.
 FM0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0246.See file dsdata.txt to determine how the superseded data were derived.
 FM0246
 FM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV693112(NAD 83)
 FM0246_MARKER: DD = SURVEY DISK
 FM0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0246_SP_SET: CULVERT
 FM0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0246
 FM0246  HISTORY     - Date     Condition        Report By
 FM0246  HISTORY     - UNK      MONUMENTED       BNRR
 FM0246  HISTORY     - 1933     GOOD             NGS
 FM0246  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0246
 FM0246                          STATION DESCRIPTION
 FM0246
 FM0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0246'4.1 MI NW FROM GENTRY.
 FM0246'4.1 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0246'CITY RAILROAD.  AT BRIDGE NO. 351-18, ABOUT 3/4 MILES SOUTH OF FITZ
 FM0246'SIDING.  ON THE NORTH EAST CORNER OF THE EAST HEADWALL.
 FM0246
 FM0246                          STATION RECOVERY (1985)
 FM0246
 FM0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0246'THE HEADWALL IS WEATHER BEATEN AND THERE NO LONGER IS A CHISELED CROSS
 FM0246'VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0972 ***********************************************************************
 CD0972  DESIGNATION -  R=TERRY
 CD0972  PID         -  CD0972
 CD0972  STATE/COUNTY-  TX/CULBERSON
 CD0972  USGS QUAD   -  LONG POINT (1973)
 CD0972
 CD0972                         *CURRENT SURVEY CONTROL
 CD0972  ___________________________________________________________________
 CD0972* NAD 83(1993)-  31 45 47.62622(N)    104 38 27.85306(W)     ADJUSTED  
 CD0972* NAVD 88     -      1467.9    (meters)    4816.     (feet)  VERTCON   
 CD0972  ___________________________________________________________________
 CD0972  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 CD0972  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CD0972
 CD0972  HORZ ORDER  -  FIRST
 CD0972
 CD0972.The horizontal coordinates were established by classical geodetic methods
 CD0972.and adjusted by the National Geodetic Survey in February 1996..
 CD0972
 CD0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0972
 CD0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0972
 CD0972.The geoid height was determined by GEOID03.
 CD0972
 CD0972;                    North         East     Units Scale Factor Converg.
 CD0972;SPC TX C     - 3,240,323.298   292,020.102   MT  0.99996994   -2 13 07.5
 CD0972;SPC TX C     -10,630,960.69    958,069.28   sFT  0.99996994   -2 13 07.5
 CD0972;UTM  13      - 3,514,248.005   533,989.761   MT  0.99961425   +0 11 20.2
 CD0972
 CD0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0972!SPC TX C     -   0.99977325  x   0.99996994  =   0.99974319
 CD0972!UTM  13      -   0.99977325  x   0.99961425  =   0.99938758
 CD0972
 CD0972|---------------------------------------------------------------------|
 CD0972| PID    Reference Object                     Distance      Geod. Az  |
 CD0972|                                                           dddmmss.s |
 CD0972| CI0605 TERRY RM 1                           15.320 METERS 08148     |
 CD0972| CI0606 TERRY RM                             16.097 METERS 17652     |
 CD0972| CI0604 B6 S38 T2 S37 S47 T2 S48 B64                       3142740.8 |
 CD0972|---------------------------------------------------------------------|
 CD0972
 CD0972                          SUPERSEDED SURVEY CONTROL
 CD0972
 CD0972  NAD 83(1993)-  31 45 47.62719(N)    104 38 27.85172(W) AD(       ) 1
 CD0972  NAD 83(1986)-  31 45 47.62718(N)    104 38 27.85140(W) AD(       ) 1
 CD0972  NAD 27      -  31 45 47.19400(N)    104 38 26.05800(W) AD(       ) 1
 CD0972  NGVD 29 (07/19/86) 1467.3    (m)         4814.     (f) VERT ANG       
 CD0972
 CD0972.Superseded values are not recommended for survey control.
 CD0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0972.See file dsdata.txt to determine how the superseded data were derived.
 CD0972
 CD0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER3399014248(NAD 83)
 CD0972_MARKER: DB = BENCH MARK DISK
 CD0972_SETTING: 66 = SET IN ROCK OUTCROP
 CD0972_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD0972
 CD0972  HISTORY     - Date     Condition        Report By
 CD0972  HISTORY     - 1932     MONUMENTED       USGS
 CD0972  HISTORY     - 1943     GOOD             USGS
 CD0972  HISTORY     - 1947     GOOD             USGS
 CD0972
 CD0972                          STATION DESCRIPTION
 CD0972
 CD0972'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 CD0972'STATION IS LOCATED ON THE HIGHEST POINT OF A PRIMINENT ROUND-TOP
 CD0972'HILL, THE HIGHEST IN THE VICINITY, ABOUT 13 MILES SW OF THE
 CD0972'NINE K RANCH (AIRLINE), ABOUT 9 MILES SSE OF THE D RANCH
 CD0972'(AIRLINE), ABOUT 12 MILES SE OF THE PINE SPRINGS SERVICE
 CD0972'STATION AND POST OFFICE ON U.S. HIGHWAY 62 (AIRLINE), AND ABOUT
 CD0972'3 MILES SE OF THE D RANCH S WELLS.
 CD0972'
 CD0972'STATION IS ON THE HIGHEST POINT OF THE HIGHEST HILL IN THE
 CD0972'VICINITY.  A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 CD0972'CEMENTED IN A DRILL HOLE IN BEDROCK.  STAMPED R 1932.
 CD0972'
 CD0972'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 CD0972'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  STAMPED TERRY
 CD0972'USGS NO 1 1943.
 CD0972'
 CD0972'REFERENCE MARK 2 IS A BRONZE U.S. GEOLOGICAL SURVEY REFERENCE
 CD0972'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  STAMPED R 1932.
 CD0972'
 CD0972'AZIMUTH MARK IS NW OF THE STATION, AND IS 9 FEET W OF A N-S
 CD0972'WIRE FENCE.  IT IS A TEXAS AND PACIFIC RAILWAY SURVEY MARK
 CD0972'CEMENTED IN THE TOP OF A 6-INCH IRON POST PROJECTING 6 INCHES
 CD0972'ABOVE GROUND.  STAMPED B 6 S 38 T2 S37, S 47 T2 S48 B64.
 CD0972'
 CD0972'TO REACH FROM THE STATE LINE BAR WHICH IS ABOUT 36 MILES SW
 CD0972'OF CARLSBAD ON U.S. HIGHWAY 62, GO SW ON THE HIGHWAY FOR ABOUT
 CD0972'13 MILES TO THE NICKLE CREEK SERVICE STATION AND COURT N OF THE
 CD0972'HIGHWAY.  CONTINUE W PAST THE SERVICE STATION FOR 0.2 MILE TO A
 CD0972'BLADED ROAD LEADING LEFT.  TURN LEFT ON BLADED ROAD FOR 2.2
 CD0972'MILES TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUIE ON
 CD0972'BLADED ROAD FOR 0.3 MILE TO A CATTLE GUARD ON THE RIGHT AND A
 CD0972'ROAD LEADING TO THE RIGHT.  TURN RIGHT OVER CATTLE GUARD AND
 CD0972'FOLLOW GRADED ROAD FOR 1.3 MILES TO ANOTHER CATTLE GUARD.
 CD0972'CROSS CATTLE GUARD AND CONTINUE STRAIGHT AHEAD ON GRADED ROAD
 CD0972'FOR 0.25 MILE TO FORKS.  TAKE LEFT FORK FOR 0.25 MILE TO A
 CD0972'WASH.  CROSS WASH AND FOLLOW MAIN-TRAVELED ROAD FOR 2.85
 CD0972'MILES TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE FOR
 CD0972'0.1 MILE TO A PIPELINE ROAD AND A ROW OF POLES.  TURN RIGHT
 CD0972'ON PIPELINE ROAD FOR 0.3 MILE TO A ROAD LEADING LEFT OR S.
 CD0972'TURN LEFT AND FOLLOW MAIN ROAD FOR 0.7 MILE TO A WIRE GATE.
 CD0972'PASS THROUGH GATE AND CONTINUE STRAIGHT AHEAD ON
 CD0972'MAIN-TRAVELED ROAD FOR 1.7 MILES TO ANOTHER PIPELINE ROAD.
 CD0972'CROSS PIPELINE ROAD AND CONTINUE STRAIGHT AHEAD ON
 CD0972'MAIN-TRAVELED ROAD FOR 4.1 MILES TO A FORK AT A WELL.  THIS
 CD0972'IS THE END OF THE BLADED ROAD WHICH TURNS RIGHT OR W.
 CD0972'TAKE THE LEFT FORK FOR 0.3 MILE TO A WELL AND LARGE TANK
 CD0972'S OF A SMALL STONE HOUSE.  PASS BETWEEN THE WELL AND THE TANK
 CD0972'AND GO E ON AN OLD BLADED ROAD, NOW VERY DIM, AND FOLLOW
 CD0972'FENCELINE FOR 0.3 MILE TO A FENCE CORNER.  CONTINUE STRAIGHT
 CD0972'AHEAD PAST FENCE CORNER FOR 0.2 MILE.  TURN RIGHT OR S ON A VERY
 CD0972'DIM ROAD WHICH PASSES OVER THE EXTREME W END OF THE W SLOPE
 CD0972'OF A PROMINENT HILL.  THE DIM TRACKS ARE HARD TO FOLLOW FOR
 CD0972'SEVERAL HUNDRED YARDS BUT BECOME PLAINLY VISIBLE AT THE W
 CD0972'END OF THE HILL.  FOLLOW THE DIM TRACK ROAD FOR 1.3 MILES TO
 CD0972'FORKS AT A WASH.  THE RIGHT FORK CROSSES WASH BUT ROAD IS
 CD0972'WASHED OUT.  TAKE LEFT FORK INTO WASH.  CROSS WASH AND ASCEND
 CD0972'SLOPE AND CONTINUE FOR ABOUT 50 YARDS TO TOP OF HILL AND A
 CD0972'TRACK ROAD.  TURN LEFT ON TRACK ROAD FOR ABOUT 0.15 MILE TO
 CD0972'ANOTHER WASH.  FOLLOW TRACK ROAD INTO THE WASH AND LEFT UP
 CD0972'WASH FOR 0.1 MILE TO A POINT WHERE ROAD ASCENDS STEEP SLOPE
 CD0972'OUT OF WASH.  FROM WASH FOLLOW TRACK ROAD FOR 0.25 MILE TO A
 CD0972'FENCE.  TURN RIGHT AT FENCE AND FOLLOW FENCELINE FOR 0.6
 CD0972'MILE TO THE END OF TRUCK TRAVEL.  THE END OF TRUCK TRAVEL
 CD0972'IS AT THE TOP OF A SMALL KNOLL JUST BEFORE REACHING A
 CD0972'LARGE WASH.  FROM THE END OF TRUCK TRAVEL CROSS FENCE AND
 CD0972'PACK E ACROSS COUNTRY AND TO THE TOP OF A MOST PROMINENT
 CD0972'ROUND-TOP HILL AND THE STATION.
 CD0972'
 CD0972'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CD0972
 CD0972                          STATION RECOVERY (1947)
 CD0972
 CD0972'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (JRP)
 CD0972'STATION MARK--STANDARD TABLET CEMENTED IN ROCK IN PLACE, STAMPED
 CD0972'---R 1932---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0459 ***********************************************************************
 BQ0459  DESIGNATION -  RUBIO
 BQ0459  PID         -  BQ0459
 BQ0459  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0459  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0459
 BQ0459                         *CURRENT SURVEY CONTROL
 BQ0459  ___________________________________________________________________
 BQ0459* NAD 83(1993)-  30 37 35.86352(N)    104 32 51.12802(W)     ADJUSTED  
 BQ0459* NAVD 88     -      1324.     (meters)    4344.     (feet)  SCALED    
 BQ0459  ___________________________________________________________________
 BQ0459  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 BQ0459  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BQ0459
 BQ0459  HORZ ORDER  -  FIRST
 BQ0459
 BQ0459.The horizontal coordinates were established by classical geodetic methods
 BQ0459.and adjusted by the National Geodetic Survey in February 1996..
 BQ0459
 BQ0459.The orthometric height was scaled from a topographic map.
 BQ0459
 BQ0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0459
 BQ0459.The geoid height was determined by GEOID03.
 BQ0459
 BQ0459;                    North         East     Units Scale Factor Converg.
 BQ0459;SPC TX C     - 3,114,068.364   296,101.961   MT  0.99990300   -2 10 14.0
 BQ0459;SPC TX C     -10,216,739.29    971,461.18   sFT  0.99990300   -2 10 14.0
 BQ0459;SPC TXSC     - 4,322,210.205    68,270.796   MT  1.00011723   -2 43 04.1
 BQ0459;SPC TXSC     -14,180,451.31    223,985.10   sFT  1.00011723   -2 43 04.1
 BQ0459;UTM  13      - 3,388,311.443   543,362.596   MT  0.99962320   +0 13 49.8
 BQ0459
 BQ0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0459!SPC TX C     -   0.99979574  x   0.99990300  =   0.99969876
 BQ0459!SPC TXSC     -   0.99979574  x   1.00011723  =   0.99991294
 BQ0459!UTM  13      -   0.99979574  x   0.99962320  =   0.99941901
 BQ0459
 BQ0459|---------------------------------------------------------------------|
 BQ0459| PID    Reference Object                     Distance      Geod. Az  |
 BQ0459|                                                           dddmmss.s |
 BQ0459| BQ0280 RUBIO RM 1                           31.638 METERS 04454     |
 BQ0459| CI0375 RUBIO RM 2                           23.683 METERS 13036     |
 BQ0459| BQ0458 RUBIO 2                             216.908 METERS 13700     |
 BQ0459| BQ0279 RUBIO AZ MK                                        3170018.9 |
 BQ0459|---------------------------------------------------------------------|
 BQ0459
 BQ0459                          SUPERSEDED SURVEY CONTROL
 BQ0459
 BQ0459  NAD 83(1986)-  30 37 35.86277(N)    104 32 51.12549(W) AD(       ) 1
 BQ0459  NAD 27      -  30 37 35.35100(N)    104 32 49.40500(W) AD(       ) 1
 BQ0459
 BQ0459.Superseded values are not recommended for survey control.
 BQ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0459.See file dsdata.txt to determine how the superseded data were derived.
 BQ0459
 BQ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4336388311(NAD 83)
 BQ0459_MARKER: DS = TRIANGULATION STATION DISK
 BQ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0459
 BQ0459  HISTORY     - Date     Condition        Report By
 BQ0459  HISTORY     - 1934     MONUMENTED       CGS
 BQ0459  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 BQ0459  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0459
 BQ0459                          STATION DESCRIPTION
 BQ0459
 BQ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0459'FOUR MILES NORTHWEST OF VALENTINE, 0.4 MILE EAST OF A CYLINDRICAL
 BQ0459'TELEPHONE BOOTH ON THE PROPERTY OF THE SOUTHERN PACIFIC
 BQ0459'RAILROAD AND APPROXIMATELY 25 YARDS SOUTH OF THE CENTER LINE
 BQ0459'OF U.S. HIGHWAY 90.  THE STATION IS NAMED AFTER A SIDING OF THE
 BQ0459'SOUTHERN PACIFIC RAILROAD AT THIS POINT.
 BQ0459'
 BQ0459'TO REACH FROM RAILROAD STATION IN VALENTINE, GO WEST ON
 BQ0459'U.S. HIGHWAY 90 4.3 MILES TO CATTLEGUARD.  STATION IS IMMEDIATELY
 BQ0459'SOUTHWEST OF CATTLEGUARD, JUST OUTSIDE HIGHWAY RIGHT-OF-WAY.
 BQ0459'
 BQ0459'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BQ0459'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 BQ0459'
 BQ0459'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 52.5 FEET SOUTH
 BQ0459'OF THE SOUTH RAIL OF THE RAILROAD, 61.6 FEET NORTHEAST OF THE
 BQ0459'CENTER LINE OF U.S. HIGHWAY 90.
 BQ0459'
 BQ0459'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 40.0 FEET
 BQ0459'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 90 AND 3.6 FEET
 BQ0459'NORTHEAST OF THE SOUTH RIGHT-OF-WAY FENCE LINE.  NATURAL
 BQ0459'AZIMUTH MARK IS MOUNT LIVERMORE, THE MOST PROMINENT PEAK IN THE
 BQ0459'DAVIS MOUNTAINS VISIBLE FROM THIS POINT.
 BQ0459'
 BQ0459'A 4-FOOT STAND WAS USED TO SEE ALL LINES.
 BQ0459
 BQ0459                          STATION RECOVERY (1937)
 BQ0459
 BQ0459'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937 (REK)
 BQ0459'R.E. KILLMER, RESIDENT ENGINEER, TEXAS STATE HIGHWAY DEPARTMENT,
 BQ0459'MARFA, TEXAS REPORTED IN A LETTER DATED MARCH 8, 1937.  IN THE
 BQ0459'PROCESS OF CONSTRUCTION OF A NEW HIGHWAY ALONG THE EXAS AND
 BQ0459'NEW ORLEANS RAILROAD IN JEFF DAVIS COUNTY, TEXAS, WE HAVE
 BQ0459'ENCOUNTERED TWO U.S. COAST AND GEODETIC SURVEY MONUMENTS....THE
 BQ0459'CENTER LINE OF OUR NEW HIGHWAY CONSTRUCTION IS WITHIN 3 FEET OF
 BQ0459'BOTH OF THESE MONUMENTS (STATION RUBIO AND RUBIO REFERENCE
 BQ0459'MARK NO. 2).  UNDER THE CONDITIONS WE WOULD LIKE TO REQUEST
 BQ0459'THAT YOU ALLOW US TO MOVE THESE MONUMENTS TO OUR NEW
 BQ0459'RIGHT-OF-WAY LINE ON THE SOUTHWEST SIDE OF THE NEW HIGHWAY.
 BQ0459'......
 BQ0459'
 BQ0459'THE STATION WAS RE-LOCATED AS RUBIO 2 AND A NEW REFERENCE MARK
 BQ0459'NO. 2 WAS ESTABLISHED.  THE STATION MARK AND REFERENCE MARK
 BQ0459'NO. 2 FOR STATION RUBIO WERE RECEIVED AT THE OFFICE 2/23/38.
 BQ0459
 BQ0459                          STATION RECOVERY (1996)
 BQ0459
 BQ0459'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0458 ***********************************************************************
 BQ0458  DESIGNATION -  RUBIO 2
 BQ0458  PID         -  BQ0458
 BQ0458  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0458  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0458
 BQ0458                         *CURRENT SURVEY CONTROL
 BQ0458  ___________________________________________________________________
 BQ0458* NAD 83(1993)-  30 37 30.71173(N)    104 32 45.57397(W)     ADJUSTED  
 BQ0458* NAVD 88     -      1324.     (meters)    4344.     (feet)  SCALED    
 BQ0458  ___________________________________________________________________
 BQ0458  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 BQ0458  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BQ0458
 BQ0458  HORZ ORDER  -  SECOND
 BQ0458
 BQ0458.The horizontal coordinates were established by classical geodetic methods
 BQ0458.and adjusted by the National Geodetic Survey in February 1996..
 BQ0458.No horizontal observational check was made to the station.
 BQ0458
 BQ0458.The orthometric height was scaled from a topographic map.
 BQ0458
 BQ0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0458
 BQ0458.The geoid height was determined by GEOID03.
 BQ0458
 BQ0458;                    North         East     Units Scale Factor Converg.
 BQ0458;SPC TX C     - 3,113,904.241   296,243.749   MT  0.99990316   -2 10 11.2
 BQ0458;SPC TX C     -10,216,200.83    971,926.37   sFT  0.99990316   -2 10 11.2
 BQ0458;SPC TXSC     - 4,322,044.701    68,411.040   MT  1.00011666   -2 43 01.4
 BQ0458;SPC TXSC     -14,179,908.32    224,445.22   sFT  1.00011666   -2 43 01.4
 BQ0458;UTM  13      - 3,388,153.449   543,511.093   MT  0.99962335   +0 13 52.6
 BQ0458
 BQ0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0458!SPC TX C     -   0.99979574  x   0.99990316  =   0.99969891
 BQ0458!SPC TXSC     -   0.99979574  x   1.00011666  =   0.99991237
 BQ0458!UTM  13      -   0.99979574  x   0.99962335  =   0.99941916
 BQ0458
 BQ0458|---------------------------------------------------------------------|
 BQ0458| PID    Reference Object                     Distance      Geod. Az  |
 BQ0458|                                                           dddmmss.s |
 BQ0458| CI0376 RUBIO 2 RM 2                         49.881 METERS 04645     |
 BQ0458| BQ0459 RUBIO                               216.908 METERS 31700     |
 BQ0458| BQ0280 RUBIO RM 1                                         32515     |
 BQ0458|---------------------------------------------------------------------|
 BQ0458
 BQ0458                          SUPERSEDED SURVEY CONTROL
 BQ0458
 BQ0458  NAD 83(1986)-  30 37 30.71100(N)    104 32 45.57147(W) AD(       ) 2
 BQ0458  NAD 27      -  30 37 30.19900(N)    104 32 43.85100(W) AD(       ) 2
 BQ0458
 BQ0458.Superseded values are not recommended for survey control.
 BQ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0458.See file dsdata.txt to determine how the superseded data were derived.
 BQ0458
 BQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4351188153(NAD 83)
 BQ0458_MARKER: DS = TRIANGULATION STATION DISK
 BQ0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0458
 BQ0458  HISTORY     - Date     Condition        Report By
 BQ0458  HISTORY     - 1938     MONUMENTED       TXHD
 BQ0458  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0458
 BQ0458                          STATION DESCRIPTION
 BQ0458
 BQ0458'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1938 (REK)
 BQ0458'R.E. KILLMER, RESIDENT ENGINEER, TEXAS STATE HIGHWAY DEPARTMENT,
 BQ0458'MARFA, TEXAS, REPORTED IN A LETTER DATED FEBRUARY 4, 1938.  --WE
 BQ0458'ARE ENCLOSING A SKETCH SHOWING HOW THIS STATION HAS BEEN MOVED.
 BQ0458'THE DISTANCE SHOWN BETWEEN THE OLD AND NEW STATION MARKS WAS
 BQ0458'MEASURED WITH AN ORDINARY CHICAGO STEEL TAPE.  THE AVERAGE
 BQ0458'OF TWO READINGS WAS TAKEN.  THE ANGLES WERE MEASURED WITH A
 BQ0458'K. AND E. TRANSIT IN ONLY FAIR CONDITION.  ALL ANGLES SHOWN
 BQ0458'WERE MEASURED BY METHOD OF REPETITION READING BOTH CLOCKWISE
 BQ0458'AND COUNTERCLOCKWISE.  ANGLES SHOWN ARE AVERAGES OF ALL
 BQ0458'READINGS.
 BQ0458'
 BQ0458'THE NEW STATION MARKER WAS SET IN CONCRETE BLOCK SIMILAR TO THAT
 BQ0458'USED ON THE OLD MARKER (RUBIO, 1934).  A SUB-SURFACE MARK WAS
 BQ0458'PLACED VERTICALLY BELOW THE MARKER PLACED AT THE GROUND SURFACE.
 BQ0458'
 BQ0458'SURFACE, UNDERGROUND AND REFERENCE NO. 2 MARKS ARE STANDARD
 BQ0458'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 BQ0458'
 BQ0458'LETTER FROM R.E. KILLMER DATED FEBRUARY 19, 1938 STATES THE
 BQ0458'FOLLOWING--I AM ENCLOSING HEREWITH A SKETCH GIVING THE ADDITIONAL
 BQ0458'INFORMATION REQUESTED.  THIS SKETCH SUPPLEMENTS THAT ENCLOSED
 BQ0458'WITH MY LETTER OF FEBRUARY 4TH CONTAINING ALL INFORMATION
 BQ0458'SHOWN ON THE FIRST SKETCH WITH THE ADDITIONAL INFORMATION
 BQ0458'REGARDING THE ANGLES AT THE NEW STATION BETWEEN THE OLD
 BQ0458'STATION AND REFERENCE MARKER NO. 1.--
 BQ0458'
 BQ0458'THE STATION MARKS AND THE REFERENCE MARK DISK NO. 2 WERE
 BQ0458'PROBABLY STAMPED WITH THE DATE, 1937.  THE DISTANCES AND DIRECTIONS
 BQ0458'SHOWN IN THE SKETCH WHICH ACCOMPANIED THE LETTER OF FEBRUARY 19,
 BQ0458'1938 ARE TABULATED BELOW.
 BQ0458'
 BQ0458'ANGLES AT RUBIO TURNED IN COUTER-CLOCKWISE DIRECTION.
 BQ0458'
 BQ0458'ANGLES AT RUBIO 2 TURNED IN CLOCKWISE DIRECTION.
 BQ0458
 BQ0458                          STATION RECOVERY (1996)
 BQ0458
 BQ0458'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0279 ***********************************************************************
 BQ0279  DESIGNATION -  RUBIO AZ MK
 BQ0279  PID         -  BQ0279
 BQ0279  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0279  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0279
 BQ0279                         *CURRENT SURVEY CONTROL
 BQ0279  ___________________________________________________________________
 BQ0279* NAD 83(1986)-  30 37 45.     (N)    104 33 02.     (W)     SCALED    
 BQ0279* NAVD 88     -      1317.959  (meters)    4324.00   (feet)  ADJUSTED  
 BQ0279  ___________________________________________________________________
 BQ0279  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BQ0279  DYNAMIC HT  -        1315.803 (meters)    4316.93  (feet)  COMP
 BQ0279  MODELED GRAV-     978,959.5   (mgal)                       NAVD 88
 BQ0279
 BQ0279  VERT ORDER  -  FIRST     CLASS II
 BQ0279
 BQ0279.The horizontal coordinates were scaled from a topographic map and have
 BQ0279.an estimated accuracy of +/- 6 seconds.
 BQ0279
 BQ0279.The orthometric height was determined by differential leveling
 BQ0279.and adjusted by the National Geodetic Survey in June 1991..
 BQ0279
 BQ0279.The geoid height was determined by GEOID03.
 BQ0279
 BQ0279.The dynamic height is computed by dividing the NAVD 88
 BQ0279.geopotential number by the normal gravity value computed on the
 BQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0279.degrees latitude (g = 980.6199 gals.).
 BQ0279
 BQ0279.The modeled gravity was interpolated from observed gravity values.
 BQ0279
 BQ0279;                    North         East    Units  Estimated Accuracy
 BQ0279;SPC TX C     - 3,114,360.      295,820.      MT  (+/- 180 meters Scaled)
 BQ0279
 BQ0279                          SUPERSEDED SURVEY CONTROL
 BQ0279
 BQ0279  NGVD 29 (??/??/92) 1317.386  (m)         4322.12   (f) ADJ UNCH    1 2
 BQ0279
 BQ0279.Superseded values are not recommended for survey control.
 BQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0279.See file dsdata.txt to determine how the superseded data were derived.
 BQ0279
 BQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP430885(NAD 83)
 BQ0279_MARKER: DZ = AZIMUTH MARK DISK
 BQ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0279_STAMPING: RUBIO 1934 AZIMUTH
 BQ0279_MARK LOGO: CGS   
 BQ0279_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0279+STABILITY: SURFACE MOTION
 BQ0279
 BQ0279  HISTORY     - Date     Condition        Report By
 BQ0279  HISTORY     - 1934     MONUMENTED       CGS
 BQ0279  HISTORY     - 1957     GOOD             NGS
 BQ0279  HISTORY     - 1981     GOOD             NGS
 BQ0279  HISTORY     - 19961009 GOOD             USPSQD
 BQ0279
 BQ0279                          STATION DESCRIPTION
 BQ0279
 BQ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0279'4.5 MI NW FROM VALENTINE.
 BQ0279'ABOUT 4.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0279'FROM THE STATION AT VALENTINE, 26 FEET SOUTH-SOUTHEAST OF THE 10TH
 BQ0279'POLE NORTHWEST OF MILEPOST 672, 52 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 BQ0279'RAIL, 105 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90, 2
 BQ0279'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE
 BQ0279'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BQ0279'INCHES.
 BQ0279
 BQ0279                          STATION RECOVERY (1981)
 BQ0279
 BQ0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0279'6.2 KM (3.85 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0279'IN VALENTINE, 0.5 KM (0.3 MI) NORTHWEST OF RAILROAD MILE POST 672,
 BQ0279'32.0 METERS (105.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BQ0279'16.0 METERS (52.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 BQ0279'PACIFIC RAILROAD, AND 0.6 METER (2.0 FT) NORTHWEST OF A 4X4 INCH
 BQ0279'WOODEN WITNESS POST.
 BQ0279'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0279'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0279
 BQ0279                          STATION RECOVERY (1996)
 BQ0279
 BQ0279'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0280 ***********************************************************************
 BQ0280  DESIGNATION -  RUBIO RM 1
 BQ0280  PID         -  BQ0280
 BQ0280  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0280  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0280
 BQ0280                         *CURRENT SURVEY CONTROL
 BQ0280  ___________________________________________________________________
 BQ0280* NAD 83(1986)-  30 37 36.     (N)    104 32 50.     (W)     SCALED    
 BQ0280* NAVD 88     -      1319.453  (meters)    4328.91   (feet)  ADJUSTED  
 BQ0280  ___________________________________________________________________
 BQ0280  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BQ0280  DYNAMIC HT  -        1317.293 (meters)    4321.82  (feet)  COMP
 BQ0280  MODELED GRAV-     978,958.5   (mgal)                       NAVD 88
 BQ0280
 BQ0280  VERT ORDER  -  FIRST     CLASS II
 BQ0280
 BQ0280.The horizontal coordinates were scaled from a topographic map and have
 BQ0280.an estimated accuracy of +/- 6 seconds.
 BQ0280
 BQ0280.The orthometric height was determined by differential leveling
 BQ0280.and adjusted by the National Geodetic Survey in June 1991..
 BQ0280
 BQ0280.The geoid height was determined by GEOID03.
 BQ0280
 BQ0280.The dynamic height is computed by dividing the NAVD 88
 BQ0280.geopotential number by the normal gravity value computed on the
 BQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0280.degrees latitude (g = 980.6199 gals.).
 BQ0280
 BQ0280.The modeled gravity was interpolated from observed gravity values.
 BQ0280
 BQ0280;                    North         East    Units  Estimated Accuracy
 BQ0280;SPC TX C     - 3,114,070.      296,130.      MT  (+/- 180 meters Scaled)
 BQ0280
 BQ0280                          SUPERSEDED SURVEY CONTROL
 BQ0280
 BQ0280  NGVD 29 (??/??/92) 1318.884  (m)         4327.04   (f) ADJ UNCH    1 2
 BQ0280
 BQ0280.Superseded values are not recommended for survey control.
 BQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0280.See file dsdata.txt to determine how the superseded data were derived.
 BQ0280
 BQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP433883(NAD 83)
 BQ0280_MARKER: DR = REFERENCE MARK DISK
 BQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0280_STAMPING: RUBIO NO 1 1934
 BQ0280_MARK LOGO: CGS   
 BQ0280_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0280+STABILITY: SURFACE MOTION
 BQ0280
 BQ0280  HISTORY     - Date     Condition        Report By
 BQ0280  HISTORY     - 1934     MONUMENTED       CGS
 BQ0280  HISTORY     - 1957     GOOD             NGS
 BQ0280  HISTORY     - 1981     GOOD             NGS
 BQ0280  HISTORY     - 19961009 GOOD             USPSQD
 BQ0280
 BQ0280                          STATION DESCRIPTION
 BQ0280
 BQ0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0280'4.3 MI NW FROM VALENTINE.
 BQ0280'ABOUT 4.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0280'FROM THE STATION AT VALENTINE, 2 1/2 POLES NORTHWEST OF MILEPOST 672,
 BQ0280'52 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 1/2 RAILS SOUTHEAST OF
 BQ0280'A WOODEN TRESTLE, 105 FEET NORTHEAST OF CENTER LINE OF U. S. HIGHWAY
 BQ0280'90, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 BQ0280'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0280'PROJECTING 4 INCHES.
 BQ0280
 BQ0280                          STATION RECOVERY (1981)
 BQ0280
 BQ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0280'5.9 KM (3.65 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0280'IN VALENTINE, 0.2 KM (0.1 MI) NORTHWEST OF RAILROAD MILE POST 672,
 BQ0280'32.0 METERS (105.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BQ0280'16.0 METERS (52.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 BQ0280'PACIFIC RAILROAD, AND 0.5 METER (1.5 FT) NORTHWEST OF A 4X4 INCH
 BQ0280'WOODEN WITNESS POST.
 BQ0280'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0280'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0280
 BQ0280                          STATION RECOVERY (1996)
 BQ0280
 BQ0280'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0281 ***********************************************************************
 BQ0281  DESIGNATION -  RUBIO RM 2 RESET 1937
 BQ0281  PID         -  BQ0281
 BQ0281  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0281  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0281
 BQ0281                         *CURRENT SURVEY CONTROL
 BQ0281  ___________________________________________________________________
 BQ0281* NAD 83(1986)-  30 37 31.     (N)    104 32 44.     (W)     SCALED    
 BQ0281* NAVD 88     -      1319.750  (meters)    4329.88   (feet)  ADJUSTED  
 BQ0281  ___________________________________________________________________
 BQ0281  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BQ0281  DYNAMIC HT  -        1317.589 (meters)    4322.79  (feet)  COMP
 BQ0281  MODELED GRAV-     978,958.0   (mgal)                       NAVD 88
 BQ0281
 BQ0281  VERT ORDER  -  FIRST     CLASS II
 BQ0281
 BQ0281.The horizontal coordinates were scaled from a topographic map and have
 BQ0281.an estimated accuracy of +/- 6 seconds.
 BQ0281
 BQ0281.The orthometric height was determined by differential leveling
 BQ0281.and adjusted by the National Geodetic Survey in June 1991..
 BQ0281
 BQ0281.The geoid height was determined by GEOID03.
 BQ0281
 BQ0281.The dynamic height is computed by dividing the NAVD 88
 BQ0281.geopotential number by the normal gravity value computed on the
 BQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0281.degrees latitude (g = 980.6199 gals.).
 BQ0281
 BQ0281.The modeled gravity was interpolated from observed gravity values.
 BQ0281
 BQ0281;                    North         East    Units  Estimated Accuracy
 BQ0281;SPC TX C     - 3,113,910.      296,290.      MT  (+/- 180 meters Scaled)
 BQ0281
 BQ0281                          SUPERSEDED SURVEY CONTROL
 BQ0281
 BQ0281  NGVD 29 (??/??/92) 1319.183  (m)         4328.02   (f) ADJ UNCH    1 2
 BQ0281
 BQ0281.Superseded values are not recommended for survey control.
 BQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0281.See file dsdata.txt to determine how the superseded data were derived.
 BQ0281
 BQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP435881(NAD 83)
 BQ0281_MARKER: DR = REFERENCE MARK DISK
 BQ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0281_STAMPING: RUBIO NO 2 1934 1937
 BQ0281_MARK LOGO: CGS   
 BQ0281_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0281+STABILITY: SURFACE MOTION
 BQ0281
 BQ0281  HISTORY     - Date     Condition        Report By
 BQ0281  HISTORY     - 1937     MONUMENTED       CGS
 BQ0281  HISTORY     - 1957     GOOD             NGS
 BQ0281  HISTORY     - 1981     GOOD             NGS
 BQ0281  HISTORY     - 19961009 GOOD             USPSQD
 BQ0281
 BQ0281                          STATION DESCRIPTION
 BQ0281
 BQ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0281'4.15 MI NW FROM VALENTINE.
 BQ0281'ABOUT 4.25 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0281'FROM THE STATION AT VALENTINE, 45 FEET NORTHWEST OF THE 2ND POLE
 BQ0281'SOUTHEAST OF MILEPOST 672, 50 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 BQ0281'RAIL, 107 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90, 1 1/2
 BQ0281'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE
 BQ0281'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 BQ0281'INCH.
 BQ0281
 BQ0281                          STATION RECOVERY (1981)
 BQ0281
 BQ0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0281'5.6 KM (3.5 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0281'IN VALENTINE, 91.7 METERS (301.0 FT) SOUTHEAST OF RAILROAD MILE POST
 BQ0281'672, 32.6 METERS (107.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 BQ0281'HIGHWAY, AND 15.4 METERS (50.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0281'SOUTHERN PACIFIC RAILROAD.
 BQ0281'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0281'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0281
 BQ0281                          STATION RECOVERY (1996)
 BQ0281
 BQ0281'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0161 ***********************************************************************
 AE0161  DESIGNATION -  RUCIA
 AE0161  PID         -  AE0161
 AE0161  STATE/COUNTY-  TX/HIDALGO
 AE0161  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0161
 AE0161                         *CURRENT SURVEY CONTROL
 AE0161  ___________________________________________________________________
 AE0161* NAD 83(1993)-  26 34 32.80481(N)    098 19 04.98039(W)     ADJUSTED  
 AE0161* NAVD 88     -        63.304  (meters)     207.69   (feet)  ADJUSTED  
 AE0161  ___________________________________________________________________
 AE0161  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AE0161  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AE0161  DYNAMIC HT  -          63.201 (meters)     207.35  (feet)  COMP
 AE0161  MODELED GRAV-     979,021.2   (mgal)                       NAVD 88
 AE0161
 AE0161  HORZ ORDER  -  FIRST
 AE0161  VERT ORDER  -  SECOND    CLASS 0
 AE0161
 AE0161.The horizontal coordinates were established by classical geodetic methods
 AE0161.and adjusted by the National Geodetic Survey in February 1996..
 AE0161
 AE0161.The orthometric height was determined by differential leveling
 AE0161.and adjusted by the National Geodetic Survey in June 1991..
 AE0161
 AE0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0161
 AE0161.The geoid height was determined by GEOID03.
 AE0161
 AE0161.The dynamic height is computed by dividing the NAVD 88
 AE0161.geopotential number by the normal gravity value computed on the
 AE0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0161.degrees latitude (g = 980.6199 gals.).
 AE0161
 AE0161.The modeled gravity was interpolated from observed gravity values.
 AE0161
 AE0161;                    North         East     Units Scale Factor Converg.
 AE0161;SPC TX S     - 5,100,735.741   318,125.272   MT  0.99992216   +0 04 57.4
 AE0161;SPC TX S     -16,734,663.84  1,043,716.00   sFT  0.99992216   +0 04 57.4
 AE0161;UTM  14      - 2,939,631.105   567,912.793   MT  0.99965694   +0 18 18.4
 AE0161
 AE0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0161!SPC TX S     -   0.99999387  x   0.99992216  =   0.99991603
 AE0161!UTM  14      -   0.99999387  x   0.99965694  =   0.99965082
 AE0161
 AE0161:                Primary Azimuth Mark                     Grid Az
 AE0161:SPC TX S     -  RUCIA AZ MK                              007 56 13.2
 AE0161:UTM  14      -  RUCIA AZ MK                              007 42 52.2
 AE0161
 AE0161|---------------------------------------------------------------------|
 AE0161| PID    Reference Object                     Distance      Geod. Az  |
 AE0161|                                                           dddmmss.s |
 AE0161| CV3396 RUCIA AZ MK                                        0080110.6 |
 AE0161| AE0162 RUCIA RM 1                           25.090 METERS 03239     |
 AE0161| AE0163 RUCIA RM 2                           24.278 METERS 27839     |
 AE0161| AE1434 SAN ISIDRO US GOVT RADAR TOWER      APPROX.16.4 KM 2991934.9 |
 AE0161| AE1435 SAN ISIDRO SUN PLINE CO MAST        APPROX.16.3 KM 3001501.2 |
 AE0161|---------------------------------------------------------------------|
 AE0161
 AE0161                          SUPERSEDED SURVEY CONTROL
 AE0161
 AE0161  NAD 83(1986)-  26 34 32.80990(N)    098 19 04.94721(W) AD(       ) 1
 AE0161  NAD 27      -  26 34 31.59100(N)    098 19 03.89500(W) AD(       ) 1
 AE0161  NGVD 29 (??/??/92)   63.396  (m)          207.99   (f) ADJ UNCH    2 0
 AE0161
 AE0161.Superseded values are not recommended for survey control.
 AE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0161.See file dsdata.txt to determine how the superseded data were derived.
 AE0161
 AE0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6791339631(NAD 83)
 AE0161_MARKER: DS = TRIANGULATION STATION DISK
 AE0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0161_STAMPING: RUCIA 1935
 AE0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0161+STABILITY: SURFACE MOTION
 AE0161
 AE0161  HISTORY     - Date     Condition        Report By
 AE0161  HISTORY     - 1935     MONUMENTED       CGS
 AE0161  HISTORY     - 1942     SEE DESCRIPTION  CGS
 AE0161  HISTORY     - 1942     GOOD             NGS
 AE0161  HISTORY     - 1955     GOOD             SUNOCO
 AE0161  HISTORY     - 1958     GOOD             CGS
 AE0161  HISTORY     - 1961     GOOD             CGS
 AE0161  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0161
 AE0161                          STATION DESCRIPTION
 AE0161
 AE0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE0161'STATION IS LOCATED ABOUT 3-1/2 MILES A LITTLE E OF S OF THE SAM
 AE0161'LANE SCHOOL, 6 MILES E OF JUDD CITY, AND 7-1/2 MILES NNE OF
 AE0161'MC COOKS STORE.
 AE0161'
 AE0161'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE0161'BRONZE DISKS SET IN CONCRETE.
 AE0161'
 AE0161'REFERENCE MARK NO. 1 IS NE OF STATION, AND 35 FEET E OF N
 AE0161'AND S FENCE.
 AE0161'
 AE0161'REFERENCE MARK NO. 2 IS W OF STATION, AND 40 FEET W OF N AND
 AE0161'S FENCE.
 AE0161'
 AE0161'AZIMUTH MARK IS APPROXIMATELY 0.85 MILE N OF STATION IN N
 AE0161'AND S FENCE, 25 FEET W OF CENTER LINE OF N AND S ROAD.
 AE0161'
 AE0161'REACHED FROM MISSION RAILROAD DEPOT BY GOING N ON MAIN ROAD
 AE0161'14 MILES TO T-ROAD, TURN LEFT AND GO 2.0 MILES ON GRAVEL ROAD,
 AE0161'TURN RIGHT (N) ON T-ROAD JUST AFTER PASSING THROUGH AUTO GATE
 AE0161'AND GO 4.2 MILES, TURN LEFT (W) AT T-ROAD JUNCTION AND GO 1.4
 AE0161'MILES, TURN RIGHT (N) AND FOLLOW MAIN ROAD 6.75 MILES, OR 0.1
 AE0161'MILE PAST A GATE AND T-ROAD ON LEFT TO STATION.  MARK IS SET
 AE0161'IN N-S FENCE LINE, 30 FEET E OF CENTER LINE OF N-S ROAD.
 AE0161'
 AE0161'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AE0161
 AE0161                          STATION RECOVERY (1942)
 AE0161
 AE0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AE0161'STATION AND R.MS. NO. 1 AND NO. 2 WERE RECOVERED AND FOUND TO
 AE0161'BE IN GOOD CONDITION.
 AE0161'
 AE0161'STATION IS ALONG COUNTY ROAD RUNNING NORTH-SOUTH
 AE0161'20.0 FEET E OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AE0161'ROAD, IN FENCE LINE AND 2.0 FEET S OF A 4 X 4-INCH WOODEN MARKER
 AE0161'POST.  IT IS STAMPED RUCIA 1935.
 AE0161'
 AE0161'R.M. NO. 1 IS 82.3 FEET NNE FROM THE STATION,
 AE0161'53.0 FEET E OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AE0161'ROAD, 33.0 FEET E OF FENCE.  IT IS STAMPED RUCIA NO. 1 1935.
 AE0161'
 AE0161'R.M. NO. 2 IS 79.6 FEET W OF THE STATION, 61.0
 AE0161'FEET W OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD
 AE0161'AND 40.0 FEET W OF FENCE.  IT IS STAMPED RUCIA NO. 2 1935.
 AE0161'
 AE0161'STATION IS REACHED FROM SCHOOL HOUSE AT MC COOK BY TRAVELING
 AE0161'3.9 MILES EASTERLY ALONG DIRT ROAD TO INTERSECTION OF ROAD
 AE0161'LEADING N.  THENCE, GO 6.9 MILES NORTHERLY ALONG THE ROAD TO
 AE0161'THE SITE OF THE STATION.
 AE0161
 AE0161                          STATION RECOVERY (1942)
 AE0161
 AE0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AE0161'10.8 MI NE FROM MCCOOK.
 AE0161'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 3.9 MILES EASTERLY
 AE0161'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO 6.9
 AE0161'MILES NORTHERLY ALONG ROAD TO THE SITE OF THE TRIANGULATION STATION.
 AE0161'STATION IS 20.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AE0161'OF THE ROAD, IN FENCE LINE AND 2.0 FEET SOUTH OF A 4X4-INCH WOODEN
 AE0161'MARKER POST.
 AE0161
 AE0161                          STATION RECOVERY (1955)
 AE0161
 AE0161'RECOVERY NOTE BY SUN OIL COMPANY 1955 (WTR)
 AE0161'IS IN GOOD SHAPE ON A ROAD NOW CLOSED BY THE COMMISSIONERS
 AE0161'COURT.  A KEY MAY BE OBTAINED FROM THE CHRISTIAN RANCH TO THE
 AE0161'WEST, OR FROM THE MC ALLEN RANCH TO THE EAST.  REFERENCE MARKERS
 AE0161'AND AZIMUTH MARK ARE IN GOOD SHAPE.
 AE0161
 AE0161                          STATION RECOVERY (1958)
 AE0161
 AE0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WLF)
 AE0161'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AE0161'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 AE0161'
 AE0161'TO REACH FROM RAILROAD AT LINN, GO 11.7 MILES NORTHWEST FROM
 AE0161'RAILROAD ALONG STATE HIGHWAY F. M. 1017 AND 1.5 SOUTHEAST
 AE0161'FROM SAMELANE SCHOOL (ABONDON).  THENCE SOUTH ALONG FENCED COUNTY
 AE0161'ROAD RIGHT OF WAY THAT HAS NOW BEEN CLOSED BY COURT ORDER
 AE0161'APPROXIMATELY 3.2 MILES.  MARK IS LOCATED IN FENCE LINE.  THE
 AE0161'GATE ON THE HIGHWAY IS LOCKED AND THE KEY CAN BE OBTAINED FROM
 AE0161'THE GEURRA BROS.  FIRESTONE STORE IN EDINBURG, TEXAS.
 AE0161
 AE0161                          STATION RECOVERY (1961)
 AE0161
 AE0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE0161'THE STATION MARK, REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 AE0161'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS AND DISTANCES
 AE0161'TO THE REFERENCE MARKS WERE VERIFIED, AND THE ORIGINAL DESCRIPTION
 AE0161'IS ADEQUATE FOR RECOVERY.
 AE0161'
 AE0161'ADDITIONAL NOTES AND AN ALTERNATE ROUTE TO REACH THE STATION
 AE0161'FOLLOWS--A METAL WITNESS POST WAS SET 2.0 FEET SOUTHEAST OF
 AE0161'THE STATION MARK, AND A METAL WITNESS POST WAS SET 3.0 FEET
 AE0161'NORTHEAST OF THE AZIMUTH MARK.  THE AZIMUTH MARK IS SET 10
 AE0161'INCHES BELOW THE SURFACE OF THE GROUND.
 AE0161'
 AE0161'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AE0161'AND FARM ROAD 1017 WHICH IS 0.25 MILE SOUTH OF THE POST OFFICE
 AE0161'IN LINN.  GO WESTERLY ON FARM ROAD 1017 FOR 10.0 MILES TO A
 AE0161'SURFACED DRIVEWAY ON THE RIGHT WHICH LEADS TO THE HOME OF
 AE0161'MR. A. A. MC ALLON.  (OBTAIN A KEY FROM MR. MC ALLEN FOR A
 AE0161'LOCKED GATE ENROUTE TO THE STATION.) CONTINUE ON FARM ROAD 1017
 AE0161'FOR 0.6 MILE TO A LOCKED GATE ON THE LEFT.  PASS THROUGH THE
 AE0161'GATE AND GO SOUTH IN A LANE FOR 2.4 MILES TO THE AZIMUTH
 AE0161'MARK ON THE RIGHT.  CONTINUE IN THE LANE 0.85 MILE TO THE
 AE0161'STATION ON THE LEFT.
 AE0161'
 AE0161'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AE0161'
 AE0161'THE UNDERGROUND STATION MARK WAS NOT INSPECTED.
 AE0161'
 AE0161'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AE0161
 AE0161                          STATION RECOVERY (1992)
 AE0161
 AE0161'RECOVERY NOTE BY US POWER SQUADRON 1992 (GES)
 AE0161'SEARCHED FOR, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0162 ***********************************************************************
 AE0162  DESIGNATION -  RUCIA RM 1
 AE0162  PID         -  AE0162
 AE0162  STATE/COUNTY-  TX/HIDALGO
 AE0162  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0162
 AE0162                         *CURRENT SURVEY CONTROL
 AE0162  ___________________________________________________________________
 AE0162* NAD 83(1986)-  26 34 32.     (N)    098 19 04.     (W)     SCALED    
 AE0162* NAVD 88     -        63.203  (meters)     207.36   (feet)  ADJUSTED  
 AE0162  ___________________________________________________________________
 AE0162  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AE0162  DYNAMIC HT  -          63.100 (meters)     207.02  (feet)  COMP
 AE0162  MODELED GRAV-     979,021.2   (mgal)                       NAVD 88
 AE0162
 AE0162  VERT ORDER  -  SECOND    CLASS 0
 AE0162
 AE0162.The horizontal coordinates were scaled from a topographic map and have
 AE0162.an estimated accuracy of +/- 6 seconds.
 AE0162
 AE0162.The orthometric height was determined by differential leveling
 AE0162.and adjusted by the National Geodetic Survey in June 1991..
 AE0162
 AE0162.The geoid height was determined by GEOID03.
 AE0162
 AE0162.The dynamic height is computed by dividing the NAVD 88
 AE0162.geopotential number by the normal gravity value computed on the
 AE0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0162.degrees latitude (g = 980.6199 gals.).
 AE0162
 AE0162.The modeled gravity was interpolated from observed gravity values.
 AE0162
 AE0162;                    North         East    Units  Estimated Accuracy
 AE0162;SPC TX S     - 5,100,710.      318,150.      MT  (+/- 180 meters Scaled)
 AE0162
 AE0162                          SUPERSEDED SURVEY CONTROL
 AE0162
 AE0162  NGVD 29 (??/??/92)   63.294  (m)          207.66   (f) ADJ UNCH    2 0
 AE0162
 AE0162.Superseded values are not recommended for survey control.
 AE0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0162.See file dsdata.txt to determine how the superseded data were derived.
 AE0162
 AE0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ679396(NAD 83)
 AE0162_MARKER: DR = REFERENCE MARK DISK
 AE0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0162_STAMPING: RUCIA NO. 1 1935
 AE0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0162+STABILITY: SURFACE MOTION
 AE0162
 AE0162  HISTORY     - Date     Condition        Report By
 AE0162  HISTORY     - 1935     MONUMENTED       CGS
 AE0162  HISTORY     - 1942     GOOD             NGS
 AE0162
 AE0162                          STATION DESCRIPTION
 AE0162
 AE0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0162'10.8 MI NE FROM MCCOOK.
 AE0162'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 3.9 MILES EASTERLY
 AE0162'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO 6.9
 AE0162'MILES NORTHERLY ALONG ROAD TO THE SITE OF THE REFERENCE MARK.
 AE0162'REFERENCE MARK IS 82.3 FEET NORTH-NORTHEAST FROM THE STATION, 53.0
 AE0162'FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND
 AE0162'33.0 FEET EAST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0163 ***********************************************************************
 AE0163  DESIGNATION -  RUCIA RM 2
 AE0163  PID         -  AE0163
 AE0163  STATE/COUNTY-  TX/HIDALGO
 AE0163  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0163
 AE0163                         *CURRENT SURVEY CONTROL
 AE0163  ___________________________________________________________________
 AE0163* NAD 83(1986)-  26 34 32.     (N)    098 19 04.     (W)     SCALED    
 AE0163* NAVD 88     -        63.389  (meters)     207.97   (feet)  ADJUSTED  
 AE0163  ___________________________________________________________________
 AE0163  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AE0163  DYNAMIC HT  -          63.286 (meters)     207.63  (feet)  COMP
 AE0163  MODELED GRAV-     979,021.2   (mgal)                       NAVD 88
 AE0163
 AE0163  VERT ORDER  -  SECOND    CLASS 0
 AE0163
 AE0163.The horizontal coordinates were scaled from a topographic map and have
 AE0163.an estimated accuracy of +/- 6 seconds.
 AE0163
 AE0163.The orthometric height was determined by differential leveling
 AE0163.and adjusted by the National Geodetic Survey in June 1991..
 AE0163
 AE0163.The geoid height was determined by GEOID03.
 AE0163
 AE0163.The dynamic height is computed by dividing the NAVD 88
 AE0163.geopotential number by the normal gravity value computed on the
 AE0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0163.degrees latitude (g = 980.6199 gals.).
 AE0163
 AE0163.The modeled gravity was interpolated from observed gravity values.
 AE0163
 AE0163;                    North         East    Units  Estimated Accuracy
 AE0163;SPC TX S     - 5,100,710.      318,150.      MT  (+/- 180 meters Scaled)
 AE0163
 AE0163                          SUPERSEDED SURVEY CONTROL
 AE0163
 AE0163  NGVD 29 (??/??/92)   63.480  (m)          208.27   (f) ADJ UNCH    2 0
 AE0163
 AE0163.Superseded values are not recommended for survey control.
 AE0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0163.See file dsdata.txt to determine how the superseded data were derived.
 AE0163
 AE0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ679396(NAD 83)
 AE0163_MARKER: DR = REFERENCE MARK DISK
 AE0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0163_STAMPING: RUCIA NO. 2 1935
 AE0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0163+STABILITY: SURFACE MOTION
 AE0163
 AE0163  HISTORY     - Date     Condition        Report By
 AE0163  HISTORY     - 1935     MONUMENTED       CGS
 AE0163  HISTORY     - 1942     GOOD             NGS
 AE0163
 AE0163                          STATION DESCRIPTION
 AE0163
 AE0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0163'10.8 MI NE FROM MCCOOK.
 AE0163'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 3.9 MILES EASTERLY
 AE0163'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO 6.9
 AE0163'MILES NORTHERLY ALONG ROAD TO THE SITE OF THE REFERENCE MARK.
 AE0163'REFERENCE MARK IS 79.6 FEET WEST OF THE STATION, 61.0 FEET WEST OF AND
 AE0163'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND 40.0 FEET WEST OF
 AE0163'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6490 ***********************************************************************
 AW6490  DESIGNATION -  RUCKER
 AW6490  PID         -  AW6490
 AW6490  STATE/COUNTY-  TX/HARRIS
 AW6490  USGS QUAD   -  PASADENA (1995)
 AW6490
 AW6490                         *CURRENT SURVEY CONTROL
 AW6490  ___________________________________________________________________
 AW6490* NAD 83(1993)-  29 41 39.78619(N)    095 14 26.31865(W)     ADJUSTED  
 AW6490* NAVD 88     -         9.20   (+/-2cm)      30.2    (feet)  VERTCON   
 AW6490  ___________________________________________________________________
 AW6490  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6490  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6490
 AW6490  HORZ ORDER  -  FIRST
 AW6490  VERT ORDER  -  THIRD ? (See Below)
 AW6490
 AW6490.The horizontal coordinates were established by classical geodetic methods
 AW6490.and adjusted by the National Geodetic Survey in February 1996..
 AW6490
 AW6490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6490.The vertical order pertains to the NGVD 29 superseded value.
 AW6490
 AW6490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6490
 AW6490.The geoid height was determined by GEOID03.
 AW6490
 AW6490;                    North         East     Units Scale Factor Converg.
 AW6490;SPC TXSC     - 4,212,101.346   963,727.263   MT  0.99988285   +1 50 30.3
 AW6490;SPC TXSC     -13,819,202.50  3,161,828.53   sFT  0.99988285   +1 50 30.3
 AW6490;UTM  15      - 3,287,022.097   283,207.633   MT  1.00017993   -1 06 37.4
 AW6490
 AW6490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6490!SPC TXSC     -   1.00000282  x   0.99988285  =   0.99988567
 AW6490!UTM  15      -   1.00000282  x   1.00017993  =   1.00018275
 AW6490
 AW6490|---------------------------------------------------------------------|
 AW6490| PID    Reference Object                     Distance      Geod. Az  |
 AW6490|                                                           dddmmss.s |
 AW6490| CV6741 RUCKER RM 3                                        04108     |
 AW6490| CV6739 RUCKER RM 1                          24.860 METERS 06553     |
 AW6490| AW6483 PASADENA MUN TANK 1968              APPROX. 5.0 KM 1281945.0 |
 AW6490| AW6485 SMITH                               APPROX. 4.1 KM 1380937.4 |
 AW6490| AW6487 SOUTH HOUSTON MUN TANK NO 2         APPROX. 3.9 KM 1491629.2 |
 AW6490| AW6438 SOUTH HOUSTON MUN TANK NO 1         APPROX. 3.4 KM 1790314.6 |
 AW6490| CV6740 RUCKER RM 2                          22.096 METERS 18215     |
 AW6490| AW6523 HOUSTON PARK PLACE BAP CHURCH       APPROX. 3.8 KM 2465822.1 |
 AW6490| AW6529 HOUSTON WOODRIDGE BAP CH SPIRE      APPROX. 5.4 KM 2763953.5 |
 AW6490| AW6519 HOUSTON STAUFFER CHEM TANK          APPROX. 4.0 KM 3153449.4 |
 AW6490| AW6545 HOUSTON DICKSON IND DIST TANK       APPROX. 4.3 KM 3352536.1 |
 AW6490|---------------------------------------------------------------------|
 AW6490
 AW6490                          SUPERSEDED SURVEY CONTROL
 AW6490
 AW6490  NAD 83(1986)-  29 41 39.80077(N)    095 14 26.29904(W) AD(       ) 1
 AW6490  NAD 27      -  29 41 38.97504(N)    095 14 25.53259(W) AD(       ) 1
 AW6490  NGVD 29 (07/19/86)    9.20   (m)           30.2    (f) LEVELING    3  
 AW6490
 AW6490.Superseded values are not recommended for survey control.
 AW6490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6490.See file dsdata.txt to determine how the superseded data were derived.
 AW6490
 AW6490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8320887022(NAD 83)
 AW6490_MARKER: DS = TRIANGULATION STATION DISK
 AW6490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW6490+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 AW6490
 AW6490  HISTORY     - Date     Condition        Report By
 AW6490  HISTORY     - 1968     MONUMENTED       CGS
 AW6490  HISTORY     - 1973     GOOD             LOCENG
 AW6490  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW6490  HISTORY     - 20031012 GOOD             USPSQD
 AW6490
 AW6490                          STATION DESCRIPTION
 AW6490
 AW6490'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6490'THE STATION IS AN AREA KNOWN AS FOREST OAKS, IN THE SOUTH CORNER OF
 AW6490'THE OAK MEADOW PARK, ABOUT 8-3/4 MILES SOUTHEAST OF THE CENTER OF
 AW6490'HOUSTON, 2-3/4 MILES SOUTHWEST OF THE WASHBURN TUNNEL AND ON
 AW6490'PROPERTY OF THE CITY OF HOUSTON.
 AW6490'
 AW6490'TO REACH THE STATION FROM THE JUNCTION OF THE PASADENA FREEWAY
 AW6490'(STATE HIGHWAY 225) AND THE ALLEN-GENOA ROAD, GO SOUTHEAST ON THE
 AW6490'ALLEN-GENOA ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT AND REFERENCE
 AW6490'MARK 3 IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT AND
 AW6490'GO SOUTHWEST ON AHRENS DRIVE FOR 0.15 MILE TO THE STATION ON THE
 AW6490'RIGHT.
 AW6490'
 AW6490'THE STATION MARK IS A STANDARD DISK STAMPED RUCKER 1968, SET IN THE
 AW6490'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6490'GROUND.  IT IS 74 FEET NORTHWEST OF THE CENTER OF AHRENS STREET,
 AW6490'71.3 FEET NORTH OF THE WEST CORNER OF A CHAIN LINK FENCE WHICH
 AW6490'LEADS AROUND THE RUCKER ELEMENTARY SCHOOL, 49 FEET NORTHEAST OF THE
 AW6490'CHAIN LINK FENCE AND 43 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 AW6490'CONCRETE SIDEWALK.
 AW6490'
 AW6490'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RUCKER NO 1 1968, SET
 AW6490'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6490'THE GROUND.  IT IS 42.7 FEET WEST OF THE CENTER OF A DRIVEWAY TO
 AW6490'HOUSE NO. 603 AND 0.5 OF A FOOT NORTHWEST OF THE NORTHWEST EDGE OF
 AW6490'THE SIDEWALK.
 AW6490'
 AW6490'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RUCKER NO 2 1968,
 AW6490'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK.  IT IS 36 FEET
 AW6490'WEST-NORTHWEST OF THE CENTER OF AHRENS STREET AND 3.2 FEET EAST OF
 AW6490'THE WEST CORNER OF THE CHAIN LINK FENCE.
 AW6490'
 AW6490'REFERENCE MARK 3 IS A STANDARD DISK STAMPED RUCKER NO 3 1968, SET
 AW6490'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6490'GROUND.  IT IS 44 FEET SOUTHWEST OF THE CENTER OF THE ALLEN-GEONA
 AW6490'ROAD, 32 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY TO HOUSE NO.
 AW6490'4955, 28 FEET NORTHWEST OF THE CENTER OF AHRENS STREET AND 2 FEET
 AW6490'SOUTHEAST OF A CHAIN LINK FENCE CORNER.
 AW6490'
 AW6490'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 AW6490
 AW6490                          STATION RECOVERY (1973)
 AW6490
 AW6490'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (DW)
 AW6490'RUCKER 1968 RECOVERED GOOD.
 AW6490'
 AW6490'RUCKER NO 1 1968 RECOVERED GOOD.
 AW6490'
 AW6490'RUCKER NO 2 1968 RECOVERED GOOD.
 AW6490'
 AW6490'RUCKER NO 3 1968 RECOVERED GOOD.
 AW6490'
 AW6490'WITNESS POST PLACED 1 DEG SOUTH OF RUCKER STATION MARK AND RUCKER
 AW6490'NO 3.
 AW6490
 AW6490                          STATION RECOVERY (1998)
 AW6490
 AW6490'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6490'MARK NOT FOUND.
 AW6490
 AW6490                          STATION RECOVERY (2003)
 AW6490
 AW6490'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6490'RUKER    1968    NOT FOUND
 AW6490'RUKER 1 1968    NOT FOUND
 AW6490'RUKER 2 1968    NOT FOUND
 AW6490'RUKER 3 1968    FOUND IN GOOD CONDITION LOCATED UNDER A VERY LARGE
 AW6490'TREE.  DESCRIPTION SHOULD READ AT THE BACK BENCE OF HOUSE AT 4955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5287 ***********************************************************************
 AH5287  DESIGNATION -  RUCKER ET
 AH5287  PID         -  AH5287
 AH5287  STATE/COUNTY-  TX/HOOD
 AH5287  USGS QUAD   -  ACTON (1979)
 AH5287
 AH5287                         *CURRENT SURVEY CONTROL
 AH5287  ___________________________________________________________________
 AH5287* NAD 83(1993)-  32 27 52.76890(N)    097 44 46.15195(W)     ADJUSTED  
 AH5287* NAVD 88     -       241.8    (meters)     793.     (feet)  VERTCON   
 AH5287  ___________________________________________________________________
 AH5287  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 AH5287  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AH5287
 AH5287  HORZ ORDER  -  THIRD
 AH5287
 AH5287.The horizontal coordinates were established by classical geodetic methods
 AH5287.and adjusted by the National Geodetic Survey in July 1998..
 AH5287
 AH5287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5287
 AH5287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5287
 AH5287.The geoid height was determined by GEOID03.
 AH5287
 AH5287;                    North         East     Units Scale Factor Converg.
 AH5287;SPC TXNC     - 2,088,744.324   670,865.819   MT  0.99992473   +0 24 40.1
 AH5287;SPC TXNC     - 6,852,822.00  2,200,998.94   sFT  0.99992473   +0 24 40.1
 AH5287;UTM  14      - 3,592,633.582   617,835.375   MT  0.99977122   +0 40 23.2
 AH5287
 AH5287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5287!SPC TXNC     -   0.99996646  x   0.99992473  =   0.99989119
 AH5287!UTM  14      -   0.99996646  x   0.99977122  =   0.99973769
 AH5287
 AH5287                          SUPERSEDED SURVEY CONTROL
 AH5287
 AH5287  NGVD 29 (07/28/98)  241.8    (m)          793.     (f) VERT ANG       
 AH5287
 AH5287.Superseded values are not recommended for survey control.
 AH5287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5287.See file dsdata.txt to determine how the superseded data were derived.
 AH5287
 AH5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1783592634(NAD 83)
 AH5287_MARKER: DS = TRIANGULATION STATION DISK
 AH5287_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5287_PROJECTION: FLUSH
 AH5287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5287+STABILITY: SURFACE MOTION
 AH5287
 AH5287  HISTORY     - Date     Condition        Report By
 AH5287  HISTORY     - 1959     MONUMENTED       USGS
 AH5287
 AH5287                          STATION DESCRIPTION
 AH5287
 AH5287'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5287'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 2.5 MI. (AIRLINE) E.
 AH5287'AND 2 MI. N. OF GRANBURY, ABOUT 2 MI. SW. OF WAPLES, ABOUT 1 MI. E. OF
 AH5287'THE BRAZOS RIVER AND 0.9 MI. NW. OF THE RAILROAD, IN A PASTURE 550 FT.
 AH5287'N. OF A CATTLEGUARD AND AT THE W. EDGE OF LIVE OAK THICKET.
 AH5287'TO REACH THE STATION FROM THE SW. CORNER OF THE COURTHOUSE SQUARE IN
 AH5287'GRANBURY (TRAFFIC LIGHT), GO E. 2.4 MI. ON U.S. HIGHWAY 377 TO GRADED
 AH5287'RD. NE. ON SE. SIDE OF RAILROAD, TURN LEFT FOR 1.5 MI. TO T-RD. W.,
 AH5287'TURN LEFT FOR 0.6 MI. TO CATTLEGUARD, HERE PASS THROUGH CATTLEGUARD
 AH5287'AND TAKE A SHARP RIGHT AND GO 0.1 MI. ON W. SIDE OF FENCE.  STATION IS
 AH5287'THEN 78 FT. E. OF FENCE LINE AND 21 FT. W. OF THE W. TREES OF THE
 AH5287'THICKET.
 AH5287'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.2
 AH5287'FT., STAMPED---RUCKER - ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2618 ***********************************************************************
 AX2618  DESIGNATION -  RUCKMAN
 AX2618  PID         -  AX2618
 AX2618  STATE/COUNTY-  TX/KARNES
 AX2618  USGS QUAD   -  GARFIELD (1987)
 AX2618
 AX2618                         *CURRENT SURVEY CONTROL
 AX2618  ___________________________________________________________________
 AX2618* NAD 83(1993)-  29 01 37.72482(N)    097 44 13.22263(W)     ADJUSTED  
 AX2618* NAVD 88     -       147.1    (meters)     483.     (feet)  VERTCON   
 AX2618  ___________________________________________________________________
 AX2618  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AX2618  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AX2618
 AX2618  HORZ ORDER  -  FIRST
 AX2618
 AX2618.The horizontal coordinates were established by classical geodetic methods
 AX2618.and adjusted by the National Geodetic Survey in February 1996..
 AX2618
 AX2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2618
 AX2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2618
 AX2618.The geoid height was determined by GEOID03.
 AX2618
 AX2618;                    North         East     Units Scale Factor Converg.
 AX2618;SPC TXSC     - 4,132,970.861   723,015.107   MT  0.99987757   +0 37 07.5
 AX2618;SPC TXSC     -13,559,588.57  2,372,092.06   sFT  0.99987757   +0 37 07.5
 AX2618;UTM  14      - 3,211,650.953   622,988.657   MT  0.99978666   +0 36 46.5
 AX2618
 AX2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2618!SPC TXSC     -   0.99998106  x   0.99987757  =   0.99985863
 AX2618!UTM  14      -   0.99998106  x   0.99978666  =   0.99976773
 AX2618
 AX2618:                Primary Azimuth Mark                     Grid Az
 AX2618:SPC TXSC     -  RUNGE TALLEST CHURCH SPIRE               170 36 39.7
 AX2618:UTM  14      -  RUNGE TALLEST CHURCH SPIRE               170 37 00.7
 AX2618
 AX2618|---------------------------------------------------------------------|
 AX2618| PID    Reference Object                     Distance      Geod. Az  |
 AX2618|                                                           dddmmss.s |
 AX2618| AN2177 RUNGE TALLEST CHURCH SPIRE          APPROX.15.8 KM 1711347.2 |
 AX2618| AN2200 PANNA MARIA CHURCH SPIRE            APPROX.17.5 KM 2434458.1 |
 AX2618| AX2620 CESTOHAWA CHURCH SPIRE              APPROX.19.3 KM 2644140.7 |
 AX2618| AX2621 STOCKDALE                           APPROX.30.8 KM 3214506.4 |
 AX2618| CV6184 RUCKMAN RM                           37.478 METERS 35711     |
 AX2618|---------------------------------------------------------------------|
 AX2618
 AX2618                          SUPERSEDED SURVEY CONTROL
 AX2618
 AX2618  NAD 83(1986)-  29 01 37.72991(N)    097 44 13.20434(W) AD(       ) 1
 AX2618  NAD 27      -  29 01 36.83000(N)    097 44 12.20700(W) AD(       ) 1
 AX2618  NGVD 29 (07/19/86)  147.1    (m)          483.     (f) VERT ANG       
 AX2618
 AX2618.Superseded values are not recommended for survey control.
 AX2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2618.See file dsdata.txt to determine how the superseded data were derived.
 AX2618
 AX2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT2298911651(NAD 83)
 AX2618_MARKER: N = NAIL
 AX2618_SETTING: 0 = UNSPECIFIED SETTING
 AX2618
 AX2618  HISTORY     - Date     Condition        Report By
 AX2618  HISTORY     - 1904     MONUMENTED       CGS
 AX2618  HISTORY     - 1935     GOOD             CGS
 AX2618  HISTORY     - 1937     GOOD             TXHD
 AX2618  HISTORY     - 1953     GOOD             CGS
 AX2618  HISTORY     - 1963     GOOD             CGS
 AX2618
 AX2618                          STATION DESCRIPTION
 AX2618
 AX2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AX2618'STATION IS ABOUT 14 MILES BY ROAD NE OF KARNES CITY, 7 MILES
 AX2618'NE OF HELENA POST OFFICE, AND 3 MILES E OF S OF RADFORD POST
 AX2618'OFFICE, IN A 7,000-ACRE PASTURE OWNED BY JOHN RUCKMAN, POSTMASTER
 AX2618'AND MERCHANT IN HELENA.  THE STATION IS 402 PACES E OF THE CORNER
 AX2618'AT A GATE ON THE RIDDLEVILLE-RUNGE ROAD, 2 MILES S OF THE HOUSE
 AX2618'OF W.H. PATTEN, AND 95 PACES FROM THE HELENA AND GONZALES
 AX2618'WAGON ROAD LEADING THROUGH THE PASTURE.  THESE TWO ROADS
 AX2618'MEET ABOUT 300 FEET S OF THE STATION.
 AX2618'
 AX2618'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 AX2618'THE CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER AND 2 FEET LONG,
 AX2618'SET FLANGE DOWN, FILLED WITH CONCRETE, AND SURROUNDED BY
 AX2618'A BLOCK OF CONCRETE.  THE CONCRETE WAS MARKED WITH THE LETTERS
 AX2618'U.S.C. AND G.S. AND THE DATE.
 AX2618'
 AX2618'REFERENCE MARK IS 37.478 METERS (122.96 FEET) FROM THE STATION
 AX2618'N 02 DEG 49 MIN W.  THE FOLLOWING DISTANCES AND BEARINGS
 AX2618'ARE FROM THE STATION--SW GABLE OF AUGUST WAGONSHEINS HOUSE,
 AX2618'2-1/2 MILES, N 15 DEG 18 MIN E.  CHIMNEY ON ALBERT GERHARTS
 AX2618'HOUSE, 2 MILES, N 65 DEG 03 MIN E.  TALL GATEPOST 2 MILES
 AX2618'S OF W.H. PATTENS 95 PACES, 86 DEG 50 MIN W. SMOKESTACK ON
 AX2618'COTTON GIN AT RADFORD POST OFFICE, 3 MILES, N 65 DEG 35 MIN W.
 AX2618'
 AX2618'IN 1931 IT WAS REPORTED THAT THE GENERAL REFERENCE WAS STILL
 AX2618'GOOD BUT THE LOCATION REFERENCES WERE NOT SO GOOD BECAUSE
 AX2618'OF THE ABANDONMENT OF TRAILS, AND THE CONSTRUCTION OF NEW
 AX2618'ROADS.  THE STATION MARKS WERE NOT RECOVERED, HAVING BEEN
 AX2618'DUG UP AND DESTROYED.
 AX2618'
 AX2618'THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 46
 AX2618'FEET N OF THE CENTER LINE OF AN E AND W ROAD DIVIDING THE
 AX2618'RUCKMAN (ON S) AND KORTH (ON N) RANCHES.  IT IS ON TOP OF A
 AX2618'HILL 1/2 MILE E OF A N ROAD LEADING TO A COTTON GIN 1-1/2 MILES
 AX2618'NW OF THE STATION.
 AX2618'
 AX2618'ELEVATION OF THE STATION, 147.1 METERS (483 FEET).
 AX2618
 AX2618                          STATION RECOVERY (1935)
 AX2618
 AX2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AX2618'THIS STATION WAS FOUND AS DESCRIBED, AND IN EXCELLENT CONDITION.
 AX2618'IT HAS NOT BEEN DUG UP AND DESTROYED AS REPORTED IN 1931,
 AX2618'BUT IS STILL IN ITS ORIGINAL LOCATION.  THE REFERENCE MARK
 AX2618'WAS RECOVERED AND IS IN EXCELLENT CONDITION.
 AX2618'
 AX2618'THE STATION IS ON THE HIGHEST POINT OF RIDGE CROSSING THE
 AX2618'E-AND-W ROAD DESCRIBED IN 1931, AND IS DIRECTLY ACROSS THIS
 AX2618'ROAD FROM THE REFERENCE MARK.  THE STATION MARK IS ON LAND
 AX2618'BELONGING TO MR. RUCKMAN, AND IS LOCATED ABOUT 21 YARDS S OF THE S
 AX2618'FENCE OF THE ABOVE DESCRIBED ROAD, AND IS ABOUT 2 FEET DUE W
 AX2618'OF A 4-INCH LIVE OAK TREE STANDING SOMEWHAT APART FROM THE OTHER
 AX2618'TREES ON THIS HILL.  THE STATION IS ON A LINE WITH THE
 AX2618'ABOVE MENTIONED TREE AND ANOTHER SLIGHTLY LARGER LIVE OAK TREE
 AX2618'TO THE W, BOTH TREES HAVING BEEN BLAZED.
 AX2618'
 AX2618'THE STATION MARK WAS FOUND COVERED 6 INCHES AND WILL SOON
 AX2618'BECOME COVERED AGAIN.  THE REFERENCE MARK IS ON THE LAND
 AX2618'OF MR. KORTH ACROSS THE ROAD FROM THE STATION MARK, ABOUT 46
 AX2618'FEET N OF THE ROAD, AND IS EASILY FOUND BY THE LARGE PATCH
 AX2618'OF UNPLOWED GROUND SURROUNDING THE MARK.
 AX2618'
 AX2618'TO REACH THIS STATION FROM THE NICHOLS STORE AT HELENA, TAKE
 AX2618'STATE HIGHWAY 112 TOWARD GILLETT 0.8 MILE TO FIRST RIGHT-HAND
 AX2618'LANE.  TAKE LANE 2.3 MILES, CROSS IRON BRIDGE OVER CREEK AND
 AX2618'TAKE FIRST RIGHT-HAND LANE BEYOND THE BRIDGE.  TAKE THIS
 AX2618'RIGHT-HAND LANE AND GO 2.7 MILES TO THE SECOND LEFT-HAND LANE.
 AX2618'TAKE THE LEFT-HAND LANE 2.6 MILES TO A ROAD
 AX2618'INTERSECTION.  KEEP STRAIGHT ROAD E AT THE INTERSECTION
 AX2618'AND GO 0.4 MILE TO THE TOP OF FIRST HIGH HILL TO A POINT
 AX2618'OPPOSITE STATION.
 AX2618
 AX2618                          STATION RECOVERY (1937)
 AX2618
 AX2618'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AX2618'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AX2618'THE REPORT OF 1931 IS GOOD EXCEPT THAT THE STATION MARK HAS
 AX2618'NOT BEEN DESTROYED, BUT IS LOCATED ABOUT 75 FEET S OF THE
 AX2618'ROAD OPPOSITE THE REFERENCE MARK.
 AX2618'
 AX2618'TO REACH FROM THE STORE IN HELENA ON STATE HIGHWAY 112 GO N
 AX2618'ALONG STATE HIGHWAY 112 0.8 MILE TO A NE ROAD, TAKE THIS NE
 AX2618'ROAD 2.25 MILES, THEN TURN E 3.1 MILES TO A T-ROAD TO THE
 AX2618'LEFT (N) 2.35 MILES, GO E 0.55 MILE TO THE TOP OF THE GRADE
 AX2618'AND STATION ON S, PASSING A T-ROAD TO THE N 0.05 MILE AFTER
 AX2618'MAKING TURN TO THE E.
 AX2618
 AX2618                          STATION RECOVERY (1953)
 AX2618
 AX2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AX2618'THE STATION MARK WAS RECOVERED AS DESCRIBED AND WAS FOUND
 AX2618'IN GOOD CONDITION.  TWO REFERENCE MARKS WERE SET BY THIS
 AX2618'PARTY.  A NEW DESCRIPTION FOLLOWS--
 AX2618'
 AX2618'THE STATION IS LOCATED ABOUT 14 MI. NE OF KARNES CITY, 7 MI.
 AX2618'NE OF HELENA, 73 FT. S OF THE APPROXIMATE CENTER OF A DIRT
 AX2618'ROAD, 60 FT. SW OF A TRIANGULAR-BLAZED TREE, AND 59 FT. S OF
 AX2618'A FENCE LINE.
 AX2618'
 AX2618'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HELENA,
 AX2618'GO NE ON STATE ROUTE 80 FOR 6.8 MI. TO THE JUNCTION OF FARM
 AX2618'ROAD 627, TURN RIGHT AND GO E ON FARM ROAD 627 FOR 3.0 MI.
 AX2618'TO THE END OF THE PAVEMENT AND A GAS STATION ON THE RIGHT,
 AX2618'CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR 0.4 MI. TO A T-ROAD
 AX2618'RIGHT, TURN RIGHT AND GO S FOR 1.2 MI. TO A T-INTERSECTION,
 AX2618'TURN LEFT AND GO E FOR 0.5 MI. TO THE TOP OF A HILL AND THE
 AX2618'STATION ON THE RIGHT (S) SIDE OF THE ROAD.
 AX2618'
 AX2618'THE STATION MARK IS AN IRON PIPE SET IN A CONCRETE POST THAT
 AX2618'IS 5 IN. BELOW THE SURFACE OF THE GROUND.
 AX2618'
 AX2618'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 AX2618'RUCKMAN NO 2 1904 AND SET IN THE TOP OF A CONCRETE POST
 AX2618'PROJECTING 4 IN. ABOVE GROUND.  IT IS 17 FT. S OF A DIRT
 AX2618'ROAD, AND 3 FT. S OF A FENCE LINE.
 AX2618'
 AX2618'REFERENCE MARK 3 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 AX2618'RUCKMAN NO 3 1904 AND SET IN THE TOP OF A CONCRETE POST
 AX2618'PROJECTING 4 IN. ABOVE GROUND.  IT IS 17 FT. S OF A DIRT ROAD,
 AX2618'AND 3 FT. S OF A FENCE LINE.
 AX2618'
 AX2618'THIS STATION WAS NOT OCCUPIED BY THIS PARTY.
 AX2618
 AX2618                          STATION RECOVERY (1963)
 AX2618
 AX2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2618'STATION AND REFERENCE MARKS NO. 2 AND NO. 3 WERE RECOVERED
 AX2618'IN GOOD CONDITION AS DESCRIBED.  THE 1953 DIRECTIONS FOR PROCEEDING
 AX2618'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1681 ***********************************************************************
 AB1681  DESIGNATION -  RUDOLPH WATER TANK
 AB1681  PID         -  AB1681
 AB1681  STATE/COUNTY-  TX/KENEDY
 AB1681  USGS QUAD   -  RUDOLPH (1982)
 AB1681
 AB1681                         *CURRENT SURVEY CONTROL
 AB1681  ___________________________________________________________________
 AB1681* NAD 83(1993)-  26 41 12.17072(N)    097 46 08.71649(W)     ADJUSTED  
 AB1681* NAVD 88     -                                                        
 AB1681  ___________________________________________________________________
 AB1681  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AB1681  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AB1681
 AB1681  HORZ ORDER  -  THIRD
 AB1681
 AB1681.The horizontal coordinates were established by classical geodetic methods
 AB1681.and adjusted by the National Geodetic Survey in February 1996..
 AB1681
 AB1681
 AB1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1681
 AB1681.The geoid height was determined by GEOID03.
 AB1681
 AB1681;                    North         East     Units Scale Factor Converg.
 AB1681;SPC TX S     - 5,113,223.626   372,739.583   MT  0.99990975   +0 19 54.6
 AB1681;SPC TX S     -16,775,634.51  1,222,896.45   sFT  0.99990975   +0 19 54.6
 AB1681;UTM  14      - 2,952,327.588   622,467.442   MT  0.99978516   +0 33 10.4
 AB1681
 AB1681                          SUPERSEDED SURVEY CONTROL
 AB1681
 AB1681  NAD 83(1986)-  26 41 12.18244(N)    097 46 08.68436(W) AD(       ) 4
 AB1681  NAD 27      -  26 41 10.96000(N)    097 46 07.70000(W) AD(       ) 3
 AB1681
 AB1681.Superseded values are not recommended for survey control.
 AB1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1681.See file dsdata.txt to determine how the superseded data were derived.
 AB1681
 AB1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2246752328(NAD 83)
 AB1681_MARKER: 51 = TANK
 AB1681
 AB1681  HISTORY     - Date     Condition        Report By
 AB1681  HISTORY     - 1913     FIRST OBSERVED   CGS
 AB1681
 AB1681                          STATION DESCRIPTION
 AB1681
 AB1681'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1400 ***********************************************************************
 GL1400  DESIGNATION -  RUE
 GL1400  PID         -  GL1400
 GL1400  STATE/COUNTY-  TX/DALLAM
 GL1400  USGS QUAD   -  WELLS RANCH (1973)
 GL1400
 GL1400                         *CURRENT SURVEY CONTROL
 GL1400  ___________________________________________________________________
 GL1400* NAD 83(1993)-  36 04 59.46038(N)    102 46 25.73156(W)     ADJUSTED  
 GL1400* NAVD 88     -      1290.0    (meters)    4232.     (feet)  VERTCON   
 GL1400  ___________________________________________________________________
 GL1400  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 GL1400  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 GL1400
 GL1400  HORZ ORDER  -  FIRST
 GL1400
 GL1400.The horizontal coordinates were established by classical geodetic methods
 GL1400.and adjusted by the National Geodetic Survey in February 1996..
 GL1400
 GL1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1400
 GL1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1400
 GL1400.The geoid height was determined by GEOID03.
 GL1400
 GL1400;                    North         East     Units Scale Factor Converg.
 GL1400;SPC TX N     - 1,231,847.307    85,274.618   MT  0.99997817   -0 44 17.6
 GL1400;SPC TX N     - 4,041,485.71    279,771.81   sFT  0.99997817   -0 44 17.6
 GL1400;UTM  13      - 3,995,468.903   700,445.483   MT  1.00009509   +1 18 41.6
 GL1400
 GL1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1400!SPC TX N     -   0.99980135  x   0.99997817  =   0.99977953
 GL1400!UTM  13      -   0.99980135  x   1.00009509  =   0.99989642
 GL1400
 GL1400:                Primary Azimuth Mark                     Grid Az
 GL1400:SPC TX N     -  DALHART MUNICIPAL TANK                   099 07 59.5
 GL1400:UTM  13      -  DALHART MUNICIPAL TANK                   097 05 00.3
 GL1400
 GL1400|---------------------------------------------------------------------|
 GL1400| PID    Reference Object                     Distance      Geod. Az  |
 GL1400|                                                           dddmmss.s |
 GL1400| GL1394 DALHART MUNICIPAL TANK              APPROX.23.5 KM 0982341.9 |
 GL1400| CM9935 RUE AZ MK                                          0982517.8 |
 GL1400| GL1384 DALHART ORANGE BLDG S EDGE STK      APPROX.23.0 KM 0983806.9 |
 GL1400| CM9936 RUE AZ MK RESET                                    1001419.5 |
 GL1400| CM9937 RUE AZ MK 2                                        1004105.4 |
 GL1400| CM9940 RUE RM 3                            125.490 METERS 15706     |
 GL1400| CM9938 RUE RM 1                             84.808 METERS 17916     |
 GL1400| CM9941 RUE RM 4                            130.110 METERS 21430     |
 GL1400| CM9939 RUE RM 2                             22.647 METERS 27145     |
 GL1400|---------------------------------------------------------------------|
 GL1400
 GL1400                          SUPERSEDED SURVEY CONTROL
 GL1400
 GL1400  NAD 83(1993)-  36 04 59.46013(N)    102 46 25.73200(W) AD(       ) 1
 GL1400  NAD 83(1993)-  36 04 59.46691(N)    102 46 25.72400(W) AD(       ) 1
 GL1400  NAD 83(1986)-  36 04 59.46987(N)    102 46 25.72399(W) AD(       ) 1
 GL1400  NAD 27      -  36 04 59.34730(N)    102 46 23.99820(W) AD(       ) 1
 GL1400  NGVD 29 (07/19/86) 1289.4    (m)         4230.     (f) VERT ANG       
 GL1400
 GL1400.Superseded values are not recommended for survey control.
 GL1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1400.See file dsdata.txt to determine how the superseded data were derived.
 GL1400
 GL1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV0044595469(NAD 83)
 GL1400_MARKER: DS = TRIANGULATION STATION DISK
 GL1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1400
 GL1400  HISTORY     - Date     Condition        Report By
 GL1400  HISTORY     - 1934     MONUMENTED       CGS
 GL1400  HISTORY     - 1960     SEE DESCRIPTION  CGS
 GL1400  HISTORY     - 1969     GOOD             CGS
 GL1400
 GL1400                          STATION DESCRIPTION
 GL1400
 GL1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1400'THE STATION IS LOCATED ABOUT 14 MILES W OF DALHART ON A LOW,
 GL1400'SANDY RIDGE (THE HIGHEST GROUND IN THE VICINITY), ON LAND
 GL1400'OWNED BY RUE WHARTON.  IT IS IN SEC. 61, BLOCK 4.
 GL1400'
 GL1400'THE STATION MARK PROJECTS 8 INCHES AND IS 167 FEET SSE OF THE
 GL1400'SW CORNER, 159 FEET S OF THE SE CORNER OF WHARTONS HOUSE AND
 GL1400'158 FEET S OF WHARTONS WELL.
 GL1400'
 GL1400'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE STANDARD
 GL1400'BRONZE DISKS SET IN CONCRETE.
 GL1400'
 GL1400'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS S OF THE STATION.
 GL1400'IT IS 1 FOOT N OF THE RIGHT-OF-WAY FENCE ON THE N SIDE OF
 GL1400'GRADED E-W ROAD AND 52 FEET E OF AN E GATE POST IN THE SAME
 GL1400'FENCE.
 GL1400'
 GL1400'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS WSW OF THE
 GL1400'STATION.  IT IS 166 FEET S OF WHARTONS WELL AND 133 FEET S
 GL1400'OF THE SE CORNER OF HIS HOUSE.
 GL1400'
 GL1400'AZIMUTH MARK PROJECTS 6 INCHES AND IS E OF THE STATION.  IT
 GL1400'IS IN THE RIGHT-OF-WAY FENCE ON THE N SIDE OF THE ABOVE
 GL1400'MENTIONED E-W ROAD AND IS AT A POINT 0.2 MILE E OF A CROSSROADS
 GL1400'WHICH IS 0.2 MILE E OF THE STATION.
 GL1400'
 GL1400'TO REACH THE STATION FROM THE STEEL GRAIN ELEVATOR OF THE
 GL1400'DALHART GRAIN COMPANY ON THE W EDGE OF DALHART, GO NW ON
 GL1400'U.S. HIGHWAY 385, 1.4 MILES TO A GRADED CROSSROAD.  HERE
 GL1400'LEAVE HIGHWAY AND TURN HALF LEFT, CROSS C.B.Q. R.R. TRACKS
 GL1400'AND GO W ON GRADED ROAD 4.1 MILES TO A GRADED CROSSROAD.
 GL1400'CONTINUE W 1.9 MILES TO A POINT WHERE THE ROAD JOGS S AND THEN
 GL1400'W OVER A SMALL BRIDGE.  CONTINUE W 1.9 MILES TO A SMALL
 GL1400'BRIDGE.  CROSS BRIDGE AND CONTINUE W 2.2 MILES, THEN N 0.2
 GL1400'MILE, THEN W 2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT SIDE
 GL1400'OF THE ROAD, CONTINUE W 0.2 MILE TO A CROSS ROAD.  THEN GO
 GL1400'W 0.2 MILE TO A GATE IN THE FENCE ON THE N SIDE OF THE
 GL1400'ROAD.  HERE LEAVE ROAD, TURN RIGHT AND GO N 75 YARDS, TO THE
 GL1400'STATION IN RUE WHARTONS DOORYARD.
 GL1400'
 GL1400'A 25-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 GL1400
 GL1400                          STATION RECOVERY (1960)
 GL1400
 GL1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1400'THE SUB-SURFACE STATION MARK WAS RECOVERED IN FAIR CONDITION.
 GL1400'THE SURFACE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK
 GL1400'NO. 2 AND THE AZIMUTH MARK WERE FOUND DESTROYED.  TWO NEW
 GL1400'REFERENCE MARKS NOS. 3 AND 4 AND A NEW AZIMUTH MARK WERE
 GL1400'ESTABLISHED BY THIS PARTY.  THE SUB-SURFACE STATION MARK WAS
 GL1400'REINFORCED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 GL1400'
 GL1400'THE STATION IS APPROXIMATELY 15 MILES EAST OF THE TEXAS-NEW
 GL1400'MEXICO STATE LINE, 14 MILES WEST OF DALHART, 4 MILES SOUTH OF
 GL1400'STATE HIGHWAY 102, ON PROPERTY OWNED BY MR. RUE WHARTON.
 GL1400'
 GL1400'TO REACH THE STATION FROM THE POST OFFICE IN SEDAN, NEW MEXICO,
 GL1400'GO EAST ON STATE HIGHWAY 102 FOR 5.0 MILES TO TEXAS-NEW MEXICO
 GL1400'STATE LINE.  CONTINUE EAST ON TEXAS STATE HIGHWAY 102 FOR
 GL1400'9.85 MILES TO A CONCRETE BRIDGE.  CONTINUE EAST ON HIGHWAY
 GL1400'102 FOR 5.05 MILES TO A CROSSROAD.  TURN RIGHT, SOUTH, 4.0
 GL1400'MILES TO A T-ROAD.* TURN RIGHT, WEST, 0.2 MILE TO THE STATION
 GL1400'ON THE RIGHT, 300 FEET NORTH OF THE ROAD.
 GL1400'
 GL1400'THE SUB-SURFACE STATION MARK IS A STANDARD DISK STAMPED RUE
 GL1400'1934, SET IN AN IRREGULAR MASS OF CONCRETE 18 INCHES IN
 GL1400'DIAMETER AND 24 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 GL1400'IS 300 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 156
 GL1400'FEET SOUTH OF AN OLD WINDMILL.
 GL1400'
 GL1400'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RUE NO 3 1934,
 GL1400'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 GL1400'IT IS 89 FEET WEST OF A POWER POLE, 65 FEET SOUTH OF THE
 GL1400'GRAVEL ROAD, 1 FOOT NORTH OF A FENCE AND 1 FOOT EAST OF A
 GL1400'STANDARD METAL WITNESS POST.
 GL1400'
 GL1400'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED RUE NO 4 1934,
 GL1400'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 GL1400'IS 65 FEET SOUTH OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A
 GL1400'FENCE.
 GL1400'
 GL1400'AZIMUTH MARK IS A STANDARD DISK STAMPED RUE 1934 RESET 1960,
 GL1400'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 GL1400'37 FEET SOUTH OF A GRAVEL ROAD, 3 FEET SOUTHEAST OF A STANDARD
 GL1400'METAL WITNESS POST AND 2 FEET SOUTH OF A POWER POLE.
 GL1400'
 GL1400'*TO REACH THE AZIMUTH MARK FROM THE T-ROAD, GO EAST ON THE
 GL1400'GRAVEL ROAD 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GL1400'
 GL1400'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GL1400
 GL1400                          STATION RECOVERY (1969)
 GL1400
 GL1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GL1400'STATION, REFERENCE MARKS NO. 3 AND 4 RECOVERED AS DESCRIBED
 GL1400'BY H.W.K. IN 1960 DESCRIPTION AND FOUND IN GOOD CONDITION.
 GL1400'AZIMUTH MARK FOUND DESTROYED BY GRADER OPERATIONS.  A NEW
 GL1400'AZIMUTH MARK WAS SET 0.4 MILE EAST-SOUTHEAST OF STATION, 50
 GL1400'FEET SOUTH OF THE CENTERLINE OF ROAD, 4 FEET NORTH OF A
 GL1400'POWERLINE POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 GL1400'DISK IS STAMPED RUE 1934 1969 AND THE MARK PROJECTS 4 INCHES.
 GL1400'
 GL1400'THE 1960 DESCRIPTION IS ADEQUATE FOR RECOVERY AND FOLLOWING
 GL1400'IS A NEW TO REACH DESCRIPTION FROM DALHART.
 GL1400'
 GL1400'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 385 AT THE
 GL1400'NORTH EDGE OF DALHART, GO NORTHWEST ON U.S. HIGHWAY 87 FOR 1.55
 GL1400'MILES TO THE JUNCTION OF FARM ROAD 1727.  TURN LEFT AND GO
 GL1400'WESTERLY ON FARM ROAD 1727 FOR 2.9 MILES TO A CONCRETE BRIDGE.
 GL1400'CONTINUE WESTERLY FOR 8.3 MILES TO A JOG NORTH, THENCE WEST
 GL1400'AGAIN FOR 2.45 MILES TO AZIMUTH MARK ON LEFT (SOUTH) SIDE
 GL1400'OF ROAD.  CONTINUE WESTERLY 0.15 MILE TO CROSSROADS.  CONTINUE
 GL1400'WESTERLY 0.25 MILE TO OLD WINDMILL ON RIGHT AT CREST OF SMALL
 GL1400'HILL AND STATION IN CULTIVATED FIELD ON RIGHT, 300 FEET NORTH
 GL1400'OF ROAD AND 158 FEET SOUTH-SOUTHEAST OF OLD WIND MILL.
 GL1400'
 GL1400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MI W OF
 GL1400'DALHART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4903 ***********************************************************************
 AH4903  DESIGNATION -  RUEB ET
 AH4903  PID         -  AH4903
 AH4903  STATE/COUNTY-  TX/GILLESPIE
 AH4903  USGS QUAD   -  STONEWALL (1961)
 AH4903
 AH4903                         *CURRENT SURVEY CONTROL
 AH4903  ___________________________________________________________________
 AH4903* NAD 83(1993)-  30 08 22.21909(N)    098 40 13.28071(W)     ADJUSTED  
 AH4903* NAVD 88     -       601.5    (meters)    1973.     (feet)  VERTCON   
 AH4903  ___________________________________________________________________
 AH4903  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 AH4903  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AH4903
 AH4903  HORZ ORDER  -  THIRD
 AH4903
 AH4903.The horizontal coordinates were established by classical geodetic methods
 AH4903.and adjusted by the National Geodetic Survey in July 1998..
 AH4903
 AH4903.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4903
 AH4903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4903
 AH4903.The geoid height was determined by GEOID03.
 AH4903
 AH4903;                    North         East     Units Scale Factor Converg.
 AH4903;SPC TX C     - 3,053,615.672   860,222.689   MT  0.99999398   +0 51 23.5
 AH4903;SPC TX C     -10,018,404.08  2,822,247.27   sFT  0.99999398   +0 51 23.5
 AH4903;UTM  14      - 3,334,289.693   531,748.949   MT  0.99961244   +0 09 55.9
 AH4903
 AH4903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4903!SPC TX C     -   0.99990913  x   0.99999398  =   0.99990311
 AH4903!UTM  14      -   0.99990913  x   0.99961244  =   0.99952161
 AH4903
 AH4903                          SUPERSEDED SURVEY CONTROL
 AH4903
 AH4903  NGVD 29 (07/28/98)  601.4    (m)         1973.     (f) VERT ANG       
 AH4903
 AH4903.Superseded values are not recommended for survey control.
 AH4903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4903.See file dsdata.txt to determine how the superseded data were derived.
 AH4903
 AH4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3174934290(NAD 83)
 AH4903_MARKER: DS = TRIANGULATION STATION DISK
 AH4903_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH4903_PROJECTION: FLUSH
 AH4903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4903+STABILITY: SURFACE MOTION
 AH4903
 AH4903  HISTORY     - Date     Condition        Report By
 AH4903  HISTORY     - 1959     MONUMENTED       USGS
 AH4903
 AH4903                          STATION DESCRIPTION
 AH4903
 AH4903'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH4903'STATION LIES ON HIGH E-W. RIDGE WHICH HAS THE TIMBER CLEARED, ABOUT
 AH4903'200 FT. N. OF A FENCE LINE AND 250 FT. E. OF A FENCE LINE.
 AH4903'TO REACH STATION FROM LUKENBACK, PROCEED SOUTHEASTERLY TOWARDS BLANCO
 AH4903'1.3 MI. TO JUNCTION, CONTINUE EASTERLY TOWARDS BLANCO ABOUT 4.5 MI. TO
 AH4903'THE PETCH RANCH ON THE RIGHT, GET OR HAVE THEM UNLOCK GATE ABOUT 1 MI.
 AH4903'E. OF RANCH ON LEFT (N.), THENCE THRU GATE N. AND E. FOLLOWING TRACK
 AH4903'RD. AND THRU TREES ABOUT 1 MI. TO FENCE LINE BETWEEN PETCH AND
 AH4903'RUEBSUHMS, STATION LIES IN RUEBSUHM PASTURE AS DESCRIBED ABOVE.
 AH4903'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 8 IN.
 AH4903'ABOVE GROUND, STAMPED---RUEB - ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0458 ***********************************************************************
 GK0458  DESIGNATION -  RUFF
 GK0458  PID         -  GK0458
 GK0458  STATE/COUNTY-  TX/SHERMAN
 GK0458  USGS QUAD   -  COLDWATER CREEK (1974)
 GK0458
 GK0458                         *CURRENT SURVEY CONTROL
 GK0458  ___________________________________________________________________
 GK0458* NAD 83(1993)-  36 19 39.60138(N)    101 44 44.26984(W)     ADJUSTED  
 GK0458* NAVD 88     -      1058.204  (meters)    3471.79   (feet)  ADJUSTED  
 GK0458  ___________________________________________________________________
 GK0458  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 GK0458  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 GK0458  DYNAMIC HT  -        1057.046 (meters)    3467.99  (feet)  COMP
 GK0458  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 GK0458
 GK0458  HORZ ORDER  -  SECOND
 GK0458  VERT ORDER  -  SECOND    CLASS 0
 GK0458
 GK0458.The horizontal coordinates were established by classical geodetic methods
 GK0458.and adjusted by the National Geodetic Survey in February 1996..
 GK0458
 GK0458.The orthometric height was determined by differential leveling
 GK0458.and adjusted by the National Geodetic Survey in June 1991..
 GK0458
 GK0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0458
 GK0458.The geoid height was determined by GEOID03.
 GK0458
 GK0458.The dynamic height is computed by dividing the NAVD 88
 GK0458.geopotential number by the normal gravity value computed on the
 GK0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0458.degrees latitude (g = 980.6199 gals.).
 GK0458
 GK0458.The modeled gravity was interpolated from observed gravity values.
 GK0458
 GK0458;                    North         East     Units Scale Factor Converg.
 GK0458;SPC TX N     - 1,258,264.364   177,944.236   MT  1.00003686   -0 08 32.5
 GK0458;SPC TX N     - 4,128,155.67    583,805.38   sFT  1.00003686   -0 08 32.5
 GK0458;UTM  14      - 4,023,792.300   253,542.207   MT  1.00034846   -1 37 38.4
 GK0458
 GK0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0458!SPC TX N     -   0.99983806  x   1.00003686  =   0.99987491
 GK0458!UTM  14      -   0.99983806  x   1.00034846  =   1.00018646
 GK0458
 GK0458|---------------------------------------------------------------------|
 GK0458| PID    Reference Object                     Distance      Geod. Az  |
 GK0458|                                                           dddmmss.s |
 GK0458| GK0460 RUFF RM 2                            19.320 METERS 09505     |
 GK0458| CM9942 RUFF AZ MK                                         3155613.0 |
 GK0458| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX.19.8 KM 3501910.0 |
 GK0458| GK0459 RUFF RM 1                            28.525 METERS 35848     |
 GK0458|---------------------------------------------------------------------|
 GK0458
 GK0458                          SUPERSEDED SURVEY CONTROL
 GK0458
 GK0458  NAD 83(1993)-  36 19 39.60050(N)    101 44 44.26991(W) AD(       ) 2
 GK0458  NAD 83(1986)-  36 19 39.61134(N)    101 44 44.25695(W) AD(       ) 2
 GK0458  NAD 27      -  36 19 39.50400(N)    101 44 42.66200(W) AD(       ) 2
 GK0458  NGVD 29 (??/??/92) 1057.736  (m)         3470.26   (f) ADJ UNCH    2 0
 GK0458
 GK0458.Superseded values are not recommended for survey control.
 GK0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0458.See file dsdata.txt to determine how the superseded data were derived.
 GK0458
 GK0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5354223792(NAD 83)
 GK0458_MARKER: DS = TRIANGULATION STATION DISK
 GK0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0458_STAMPING: RUFF 1952
 GK0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0458+STABILITY: SURFACE MOTION
 GK0458
 GK0458  HISTORY     - Date     Condition        Report By
 GK0458  HISTORY     - 1952     MONUMENTED       CGS
 GK0458  HISTORY     - 1952     GOOD             CGS
 GK0458  HISTORY     - 1952     GOOD             CGS
 GK0458  HISTORY     - 1953     GOOD             CGS
 GK0458  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0458
 GK0458                          STATION DESCRIPTION
 GK0458
 GK0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0458'STATION WAS VISITED BY LIGHTKEEPERS ONLY.
 GK0458'
 GK0458'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE EAST OF STRATFORD,
 GK0458'11.5 MILES AIRLINE SOUTH AND 2.2 MILES EAST OF TEXHOMA ON
 GK0458'HIGH GROUND BETWEEN FRISCO CREEK AND COLDWATER CREEK AND ON
 GK0458'THE SOUTH SIDE OF STATE ROUTE 289 0.3 MILE EAST OF A ROAD
 GK0458'LEADING NORTH.
 GK0458'
 GK0458'THE STATION IS A STANDARD DISK STAMPED RUFF 1952 SET IN THE
 GK0458'TOP OF A CYLINDER OF CONCRETE PROJECTING ABOUT 4 INCHES
 GK0458'ABOUT 3 FEET NORTH OF AN EAST-WEST FENCE.
 GK0458'
 GK0458'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED RUFF
 GK0458'NO 1 1952 SET IN A CYLINDER OF CONCRETE PROJECTING ABOUT 4
 GK0458'INCHES AND IS 90 FEET SOUTH OF STATION.
 GK0458'
 GK0458'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED RUFF
 GK0458'NO 2 1952 SET IN A CYLINDER OF CONCRETE PROJECTING ABOUT 4
 GK0458'INCHES AND IS 45 FEET EAST OF THE STATION.
 GK0458'
 GK0458'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RUFF 1952 SET IN
 GK0458'A CYLINDER OF CONCRETE PROJECTING ABOUT 5 INCHES AND IS 0.5
 GK0458'MILE NORTHWEST OF THE STATION ON THE EAST SIDE OF FARM ROAD
 GK0458'1269 AND 3 FEET SOUTH OF A TELEPHONE POLE.
 GK0458'
 GK0458'TO REACH THE STATION FROM THE RAILROAD STATION IN STRATFORD
 GK0458'GO SOUTH ACROSS U.S. HIGHWAY 54 AND FOLLOW STATE ROUTE 289
 GK0458'SOUTH THEN EAST TOWARDS GRUVER FOR 18.2 MILES TO STATION ON
 GK0458'THE SOUTH SIDE OF ROAD 0.3 MILE EAST OF FARM ROAD 1269.
 GK0458'
 GK0458'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.3
 GK0458'MILE TO FARM ROAD 1269.  TURN NORTH ON FARM ROAD 1269 AND
 GK0458'GO 0.3 MILE TO MARK ON THE EAST SIDE OF ROAD.
 GK0458
 GK0458                          STATION RECOVERY (1952)
 GK0458
 GK0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GK0458'18.5 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK
 GK0458'ISLAND AND PACIFIC RAILROAD STATION AT STRATFORD, 0.3 MILE
 GK0458'EAST OF A JUNCTION WITH FARM ROAD 1269, 0.1 MILE WEST OF A
 GK0458'WINDMILL, 44 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD,
 GK0458'6 FEET NORTH OF A FENCE, A TRIANGULATION STATION DISK SET
 GK0458'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 GK0458'THE GROUND, STAMPED RUFF 1952.
 GK0458'
 GK0458'RUFF R.M. 1 IS 93.5 FEET NORTH OF TRIANGULATION STATION RUFF
 GK0458'1952, 49 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 1
 GK0458'FOOT SOUTH OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 GK0458'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 GK0458'STAMPED RUFF NO 1 1952.
 GK0458'
 GK0458'RUFF R.M. 2 IS 63.4 FEET EAST OF TRIANGULATION STATION RUFF
 GK0458'1952, 49 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 1
 GK0458'FOOT NORTH OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 GK0458'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 GK0458'STAMPED RUFF NO 2 1952.
 GK0458
 GK0458                          STATION RECOVERY (1952)
 GK0458
 GK0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GK0458'18.5 MI E FROM STRATFORD.
 GK0458'18.5 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0458'PACIFIC RAILROAD STATION AT STRATFORD, 0.3 MILE EAST OF A JUNCTION
 GK0458'WITH FARM ROAD 1269, 0.1 MILE WEST OF A WINDMILL, 44 FEET SOUTH OF THE
 GK0458'CENTER LINE OF THE FARM ROAD, 6 FEET NORTH OF A FENCE, SET IN THE TOP
 GK0458'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 GK0458
 GK0458                          STATION RECOVERY (1953)
 GK0458
 GK0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0458'THE STATION IS LOCATED ALONG THE S SIDE OF STATE ROUTE 289,
 GK0458'ABOUT 17 MI. E OF STRATFORD, 11 MI. SSE OF TEXHOMA, 45 FT. S
 GK0458'OF CENTERLINE OF PAVED ROAD AND 5 FT. N OF THE E-W FENCELINE.
 GK0458'
 GK0458'TO REACH, FROM JUNCTION OF U.S. HIGHWAY 54 AND STATE ROUTE
 GK0458'289 AT THE S END OF STRATFORD, GO S AND THEN E, ON STATE
 GK0458'ROUTE 289 FOR 19.7 MI. TO CROSS ROADS.  CONTINUE E ON STATE
 GK0458'ROUTE 289 FOR 0.25 MI. TO THE STATION.
 GK0458'
 GK0458'THE STATION MARK IS A STANDARD DISK, STAMPED RUFF 1952, SET
 GK0458'IN TOP OF ROUND CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 GK0458'THE GROUND.
 GK0458'
 GK0458'R.M. 1 IS A STANDARD DISK, STAMPED RUFF NO 1 1952, SET IN
 GK0458'TOP OF A ROUND CONCRETE MONUMENT 12 IN. IN DIAMETER WHICH PROJECTS
 GK0458'ABOUT 3 IN. AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GK0458'IT IS LOCATED 50 FT. N OF CENTERLINE OF PAVED ROAD AND 10 IN.
 GK0458'S OF THE E-W FENCELINE.
 GK0458'
 GK0458'R.M. 2 IS A STANDARD DISK, STAMPED RUFF NO 2 1952, SET IN TOP
 GK0458'OF A ROUND CONCRETE MONUMENT 12 IN. IN DIAMETER WHICH PROJECTS
 GK0458'ABOUT 3 IN. AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GK0458'IT IS LOCATED 55 FT. S OF CENTERLINE OF THE PAVED ROAD AND
 GK0458'12 IN. N OF AN E-W FENCELINE.
 GK0458'
 GK0458'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RUFF 1952, SET
 GK0458'IN TOP OF A ROUND CONCRETE MONUMENT 12 IN. IN DIAMETER WHICH
 GK0458'PROJECTS ABOUT 4 IN.  IT IS LOCATED ALONG THE E SIDE OF FARM
 GK0458'ROAD 119, ABOUT 45 FT. E OF THE CENTERLINE OF THE PAVED ROAD,
 GK0458'1 FT. S OF A TELEPHONE POLE AND 12 IN. W OF THE NS FENCELINE.
 GK0458'
 GK0458'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON STATE
 GK0458'ROUTE 289 FOR 0.25 MI. TO CROSS ROADS AND FARM ROAD 119.  TURN
 GK0458'RIGHT, AND GO N ON FARM ROAD 119 FOR 0.3 MI. TO THE AZIMUTH
 GK0458'MARK.
 GK0458
 GK0458                          STATION RECOVERY (1973)
 GK0458
 GK0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WHL)
 GK0458'WAS UNABLE TO FIND STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0459 ***********************************************************************
 GK0459  DESIGNATION -  RUFF RM 1
 GK0459  PID         -  GK0459
 GK0459  STATE/COUNTY-  TX/SHERMAN
 GK0459  USGS QUAD   -  COLDWATER CREEK (1974)
 GK0459
 GK0459                         *CURRENT SURVEY CONTROL
 GK0459  ___________________________________________________________________
 GK0459* NAD 83(1986)-  36 19 39.     (N)    101 44 44.     (W)     SCALED    
 GK0459* NAVD 88     -      1058.273  (meters)    3472.02   (feet)  ADJUSTED  
 GK0459  ___________________________________________________________________
 GK0459  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 GK0459  DYNAMIC HT  -        1057.115 (meters)    3468.22  (feet)  COMP
 GK0459  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 GK0459
 GK0459  VERT ORDER  -  SECOND    CLASS 0
 GK0459
 GK0459.The horizontal coordinates were scaled from a topographic map and have
 GK0459.an estimated accuracy of +/- 6 seconds.
 GK0459
 GK0459.The orthometric height was determined by differential leveling
 GK0459.and adjusted by the National Geodetic Survey in June 1991..
 GK0459
 GK0459.The geoid height was determined by GEOID03.
 GK0459
 GK0459.The dynamic height is computed by dividing the NAVD 88
 GK0459.geopotential number by the normal gravity value computed on the
 GK0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0459.degrees latitude (g = 980.6199 gals.).
 GK0459
 GK0459.The modeled gravity was interpolated from observed gravity values.
 GK0459
 GK0459;                    North         East    Units  Estimated Accuracy
 GK0459;SPC TX N     - 1,258,250.      177,950.      MT  (+/- 180 meters Scaled)
 GK0459
 GK0459                          SUPERSEDED SURVEY CONTROL
 GK0459
 GK0459  NGVD 29 (??/??/92) 1057.805  (m)         3470.48   (f) ADJ UNCH    2 0
 GK0459
 GK0459.Superseded values are not recommended for survey control.
 GK0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0459.See file dsdata.txt to determine how the superseded data were derived.
 GK0459
 GK0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF535237(NAD 83)
 GK0459_MARKER: DR = REFERENCE MARK DISK
 GK0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0459_STAMPING: RUFF NO 1 1952
 GK0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0459+STABILITY: SURFACE MOTION
 GK0459
 GK0459  HISTORY     - Date     Condition        Report By
 GK0459  HISTORY     - 1952     MONUMENTED       CGS
 GK0459
 GK0459                          STATION DESCRIPTION
 GK0459
 GK0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0459'18.5 MI E FROM STRATFORD.
 GK0459'18.5 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0459'PACIFIC RAILROAD STATION AT STRATFORD, 0.3 MILE EAST OF A JUNCTION
 GK0459'WITH FARM ROAD 1269, 0.1 MILE WEST OF A WINDMILL, 93.5 FEET NORTH OF
 GK0459'TRIANGULATION STATION RUFF 1952, 49 FEET NORTH OF THE CENTER LINE OF
 GK0459'THE FARM ROAD, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 GK0459'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0460 ***********************************************************************
 GK0460  DESIGNATION -  RUFF RM 2
 GK0460  PID         -  GK0460
 GK0460  STATE/COUNTY-  TX/SHERMAN
 GK0460  USGS QUAD   -  COLDWATER CREEK (1974)
 GK0460
 GK0460                         *CURRENT SURVEY CONTROL
 GK0460  ___________________________________________________________________
 GK0460* NAD 83(1986)-  36 19 39.     (N)    101 44 44.     (W)     SCALED    
 GK0460* NAVD 88     -      1058.071  (meters)    3471.35   (feet)  ADJUSTED  
 GK0460  ___________________________________________________________________
 GK0460  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 GK0460  DYNAMIC HT  -        1056.914 (meters)    3467.56  (feet)  COMP
 GK0460  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 GK0460
 GK0460  VERT ORDER  -  SECOND    CLASS 0
 GK0460
 GK0460.The horizontal coordinates were scaled from a topographic map and have
 GK0460.an estimated accuracy of +/- 6 seconds.
 GK0460
 GK0460.The orthometric height was determined by differential leveling
 GK0460.and adjusted by the National Geodetic Survey in June 1991..
 GK0460
 GK0460.The geoid height was determined by GEOID03.
 GK0460
 GK0460.The dynamic height is computed by dividing the NAVD 88
 GK0460.geopotential number by the normal gravity value computed on the
 GK0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0460.degrees latitude (g = 980.6199 gals.).
 GK0460
 GK0460.The modeled gravity was interpolated from observed gravity values.
 GK0460
 GK0460;                    North         East    Units  Estimated Accuracy
 GK0460;SPC TX N     - 1,258,250.      177,950.      MT  (+/- 180 meters Scaled)
 GK0460
 GK0460                          SUPERSEDED SURVEY CONTROL
 GK0460
 GK0460  NGVD 29 (??/??/92) 1057.603  (m)         3469.82   (f) ADJ UNCH    2 0
 GK0460
 GK0460.Superseded values are not recommended for survey control.
 GK0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0460.See file dsdata.txt to determine how the superseded data were derived.
 GK0460
 GK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF535237(NAD 83)
 GK0460_MARKER: DR = REFERENCE MARK DISK
 GK0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0460_STAMPING: RUFF NO 2 1952
 GK0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0460+STABILITY: SURFACE MOTION
 GK0460
 GK0460  HISTORY     - Date     Condition        Report By
 GK0460  HISTORY     - 1952     MONUMENTED       CGS
 GK0460
 GK0460                          STATION DESCRIPTION
 GK0460
 GK0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0460'18.5 MI E FROM STRATFORD.
 GK0460'18.5 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0460'PACIFIC RAILROAD STATION AT STRATFORD, 0.3 MILE EAST OF A JUNCTION
 GK0460'WITH FARM ROAD 1269, 0.1 MILE WEST OF A WINDMILL, 63.4 FEET EAST OF
 GK0460'TRIANGULATION STATION RUFF 1952, 49 FEET SOUTH OF THE CENTER LINE OF
 GK0460'THE FARM ROAD, 1 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 GK0460'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0453 ***********************************************************************
 BQ0453  DESIGNATION -  RUIDOSA
 BQ0453  PID         -  BQ0453
 BQ0453  STATE/COUNTY-  TX/PRESIDIO
 BQ0453  USGS QUAD   -  PUEBLO NUEVO (1979)
 BQ0453
 BQ0453                         *CURRENT SURVEY CONTROL
 BQ0453  ___________________________________________________________________
 BQ0453* NAD 83(1993)-  30 01 57.70635(N)    104 40 55.55507(W)     ADJUSTED  
 BQ0453* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 BQ0453  ___________________________________________________________________
 BQ0453  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 BQ0453  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BQ0453
 BQ0453  HORZ ORDER  -  FIRST
 BQ0453
 BQ0453.The horizontal coordinates were established by classical geodetic methods
 BQ0453.and adjusted by the National Geodetic Survey in February 1996..
 BQ0453
 BQ0453.The orthometric height was scaled from a topographic map.
 BQ0453
 BQ0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0453
 BQ0453.The geoid height was determined by GEOID03.
 BQ0453
 BQ0453;                    North         East     Units Scale Factor Converg.
 BQ0453;SPC TXSC     - 4,257,063.735    52,185.245   MT  0.99993721   -2 47 01.4
 BQ0453;SPC TXSC     -13,966,716.60    171,211.09   sFT  0.99993721   -2 47 01.4
 BQ0453;UTM  13      - 3,322,450.925   530,650.874   MT  0.99961159   +0 09 32.8
 BQ0453
 BQ0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0453!SPC TXSC     -   0.99985282  x   0.99993721  =   0.99979004
 BQ0453!UTM  13      -   0.99985282  x   0.99961159  =   0.99946446
 BQ0453
 BQ0453|---------------------------------------------------------------------|
 BQ0453| PID    Reference Object                     Distance      Geod. Az  |
 BQ0453|                                                           dddmmss.s |
 BQ0453| CI0378 RUIDOSA RM 1                         23.305 METERS 09441     |
 BQ0453| BB0338 RUIDOSA MUNICIPAL TANK              APPROX. 5.4 KM 1683016.6 |
 BQ0453| CI0379 RUIDOSA RM 2                         10.570 METERS 17435     |
 BQ0453| CI0377 RUIDOSA AZ MK                                      2540726.2 |
 BQ0453|---------------------------------------------------------------------|
 BQ0453
 BQ0453                          SUPERSEDED SURVEY CONTROL
 BQ0453
 BQ0453  NAD 83(1986)-  30 01 57.69879(N)    104 40 55.55492(W) AD(       ) 1
 BQ0453  NAD 27      -  30 01 57.12100(N)    104 40 53.81400(W) AD(       ) 1
 BQ0453
 BQ0453.Superseded values are not recommended for survey control.
 BQ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0453.See file dsdata.txt to determine how the superseded data were derived.
 BQ0453
 BQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP3065122451(NAD 83)
 BQ0453_MARKER: DS = TRIANGULATION STATION DISK
 BQ0453_SETTING: 80 = SET IN A BOULDER
 BQ0453_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BQ0453
 BQ0453  HISTORY     - Date     Condition        Report By
 BQ0453  HISTORY     - 1934     MONUMENTED       CGS
 BQ0453  HISTORY     - 1958     SEE DESCRIPTION  AMS
 BQ0453
 BQ0453                          STATION DESCRIPTION
 BQ0453
 BQ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0453'ABOUT 3-1/2 MILES NORTH OF RUIDOSA, 7-1/2 MILES SOUTH OF
 BQ0453'CANDELARIA, 1-1/2 MILES EAST OF THE RIO GRANDE AND 0.5 MILE EAST
 BQ0453'OF THE RUIDOSA-CANDELARIA ROAD.  IT IS ON THE HIGHEST POINT
 BQ0453'(EAST END) OF A RIDGE THAT RUNS EAST AND WEST BETWEEN TWO CREEKS.
 BQ0453'SURFACE MARK IS ABOUT 100 YARDS WEST OF THE EAST END OF THE RIDGE
 BQ0453'AND PROJECTS 2 INCHES.
 BQ0453'
 BQ0453'TO REACH FROM RUIDOSA POST OFFICE, GO NORTH ON THE CANDELARIA
 BQ0453'ROAD 3.40 MILES TO SEVERAL ADOBE HOUSES ON THE LEFT, CONTINUE
 BQ0453'0.45 MILE TO A PLACE WHERE A ROAD COMES INTO THE MAIN ROAD
 BQ0453'FROM A HILL ON THE RIGHT, CONTINUE 50 YARDS ON THE MAIN ROAD
 BQ0453'TO A CREEK WASH, TURN RIGHT AND GO UP CREEK 0.5 MILE PASSING
 BQ0453'CLIFFS OF OVERHANGING ROCK ON THE LEFT (NORTH) SIDE OF THE
 BQ0453'CREEK.  END OF TRUCK TRAVEL.  PACK NORTH UP THE RIDGE WHICH LIES
 BQ0453'EAST OF THE ONE WITH THE CLIFFS TO THE TOP OF THE RIDGE AND
 BQ0453'STATION.  ABOUT A 10-MINUTE PACK.  TO REACH THE STATION FROM
 BQ0453'CANDELARIA, GO SOUTH ON THE RUIDOSA ROAD 9.15 MILES TO CREEK
 BQ0453'WASH 50 YARDS WEST OF THE POINT WHERE ROAD COMES DOWN FROM
 BQ0453'THE EAST.
 BQ0453'
 BQ0453'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BQ0453'IN BOULDERS AS DESCRIBED.
 BQ0453'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 BQ0453'DESCRIBED.  REFERENCE MARKS PROJECT 2 INCHES.
 BQ0453'
 BQ0453'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, PROJECTING
 BQ0453'4 INCHES, ON THE SOUTH SIDE OF THE CREEK SOUTH OF THE STATION,
 BQ0453'30 FEET NORTH OF THE RUIDOSA-CANDELARIA ROAD, 65 FEET WEST
 BQ0453'OF A ROAD FORKS, AT WHICH POINT A ROAD COMES IN FROM THE EAST
 BQ0453'DOWN HILL TO THE MAIN ROAD.
 BQ0453'
 BQ0453'A 10-FOOT STAND WILL CLEAR ALL LINES.
 BQ0453
 BQ0453                          STATION RECOVERY (1958)
 BQ0453
 BQ0453'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0453'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BQ0453'THE STATION MARK IS BADLY SCARRED.
 BQ0453'
 BQ0453'REFERENCE MARK 2 IS IN A BOULDER, BUT NO LONGER IN ORIGINAL
 BQ0453'POSITION.
 BQ0453'
 BQ0453'AZIMUTH MARK NOT FOUND, PROBABLY DESTROYED.
 BQ0453'
 BQ0453'THE STATION IS LOCATED AT THE SE EDGE OF DARK PATCH OF CACTUS.
 BQ0453'ON THE HIGHEST POINT OF E-NE AND W-SW RIDGE.  93 FEET NNW OF
 BQ0453'LONE BUSH IN SHALLOW DRAIN.  63 FEET S OF SHARP DROP TO THE N.
 BQ0453'88 FEET WSW OF SHALLOW DRAIN TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0338 ***********************************************************************
 BB0338  DESIGNATION -  RUIDOSA MUNICIPAL TANK
 BB0338  PID         -  BB0338
 BB0338  STATE/COUNTY-  TX/PRESIDIO
 BB0338  USGS QUAD   -  LAS CONCHAS (1980)
 BB0338
 BB0338                         *CURRENT SURVEY CONTROL
 BB0338  ___________________________________________________________________
 BB0338* NAD 83(1993)-  29 59 04.93104(N)    104 40 15.19285(W)     ADJUSTED  
 BB0338* NAVD 88     -                                                        
 BB0338  ___________________________________________________________________
 BB0338  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 BB0338  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BB0338
 BB0338  HORZ ORDER  -  THIRD
 BB0338
 BB0338.The horizontal coordinates were established by classical geodetic methods
 BB0338.and adjusted by the National Geodetic Survey in February 1996..
 BB0338
 BB0338
 BB0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0338
 BB0338.The geoid height was determined by GEOID03.
 BB0338
 BB0338;                    North         East     Units Scale Factor Converg.
 BB0338;SPC TXSC     - 4,251,697.718    53,007.474   MT  0.99992737   -2 46 41.7
 BB0338;SPC TXSC     -13,949,111.60    173,908.69   sFT  0.99992737   -2 46 41.7
 BB0338;UTM  13      - 3,317,135.899   531,747.152   MT  0.99961243   +0 09 52.1
 BB0338
 BB0338                          SUPERSEDED SURVEY CONTROL
 BB0338
 BB0338  NAD 83(1986)-  29 59 04.91827(N)    104 40 15.19143(W) AD(       ) 4
 BB0338  NAD 27      -  29 59 04.33000(N)    104 40 13.45000(W) AD(       ) 3
 BB0338
 BB0338.Superseded values are not recommended for survey control.
 BB0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0338.See file dsdata.txt to determine how the superseded data were derived.
 BB0338
 BB0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP3174717136(NAD 83)
 BB0338_MARKER: 51 = TANK
 BB0338
 BB0338  HISTORY     - Date     Condition        Report By
 BB0338  HISTORY     - 1934     FIRST OBSERVED   CGS
 BB0338
 BB0338                          STATION DESCRIPTION
 BB0338
 BB0338'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2426 ***********************************************************************
 AN2426  DESIGNATION -  RUIN
 AN2426  PID         -  AN2426
 AN2426  STATE/COUNTY-  TX/CALHOUN
 AN2426  USGS QUAD   -  PORT O'CONNOR (1973)
 AN2426
 AN2426                         *CURRENT SURVEY CONTROL
 AN2426  ___________________________________________________________________
 AN2426* NAD 83(1993)-  28 23 56.86816(N)    096 24 25.78448(W)     ADJUSTED  
 AN2426* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 AN2426  ___________________________________________________________________
 AN2426  X           -    -626,573.106 (meters)                     COMP
 AN2426  Y           -  -5,579,728.379 (meters)                     COMP
 AN2426  Z           -   3,015,477.199 (meters)                     COMP
 AN2426  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AN2426  ELLIP HEIGHT-         -22.19  (meters)          (02/16/96) GPS OBS
 AN2426  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AN2426
 AN2426  HORZ ORDER  -  SECOND
 AN2426  ELLP ORDER  -  FIFTH     CLASS I
 AN2426
 AN2426.The horizontal coordinates were established by GPS observations
 AN2426.and adjusted by the National Geodetic Survey in February 1996..
 AN2426
 AN2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2426
 AN2426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2426
 AN2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2426
 AN2426.The ellipsoidal height was determined by GPS observations
 AN2426.and is referenced to NAD 83.
 AN2426
 AN2426.The geoid height was determined by GEOID03.
 AN2426
 AN2426;                    North         East     Units Scale Factor Converg.
 AN2426;SPC TXSC     - 4,065,524.576   854,068.514   MT  0.99999550   +1 16 13.0
 AN2426;SPC TXSC     -13,338,308.55  2,802,056.45   sFT  0.99999550   +1 16 13.0
 AN2426;UTM  14      - 3,144,152.367   754,036.655   MT  1.00039654   +1 14 01.8
 AN2426
 AN2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2426!SPC TXSC     -   1.00000349  x   0.99999550  =   0.99999899
 AN2426!UTM  14      -   1.00000349  x   1.00039654  =   1.00040003
 AN2426
 AN2426                          SUPERSEDED SURVEY CONTROL
 AN2426
 AN2426  NAD 83(1986)-  28 23 56.88181(N)    096 24 25.75407(W) AD(       ) 2
 AN2426  NGVD 29 (03/06/92)    4.5    (m)           15.     (f) GPS OBS        
 AN2426
 AN2426.Superseded values are not recommended for survey control.
 AN2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2426.See file dsdata.txt to determine how the superseded data were derived.
 AN2426
 AN2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5403744152(NAD 83)
 AN2426_MARKER: DD = SURVEY DISK
 AN2426_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AN2426_SP_SET: NOS
 AN2426_STAMPING: RUIN GPS 1991
 AN2426_MARK LOGO: NOS   
 AN2426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2426+STABILITY: SURFACE MOTION
 AN2426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2426+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AN2426
 AN2426  HISTORY     - Date     Condition        Report By
 AN2426  HISTORY     - 1991     MONUMENTED       NOS
 AN2426
 AN2426                          STATION DESCRIPTION
 AN2426
 AN2426'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AN2426'STATION IS LOCATED ABOUT 3 MILES SOUTH OF PORT O CONNOR ON TOP OF THE
 AN2426'RUINS OF AN OLD COAST GUARD STATION NEAR THE WEST SIDE OF PASS
 AN2426'CAVALOS AND NEAR THE SOUTH SHORE OF SALVIRA BAYOU.TO REACH FROM
 AN2426'PORT O CONNER BY BOAT GO SOUTH ABOUT 3 MILES TO THE RUINS OF AN OLD
 AN2426'COAST GUARD BASE ON THE RIGHT (WEST) AS DESCRIBED.STATION IS SET
 AN2426'INTO THE CONCRETE SLAB OF THE OLD BUILDING NEAR THE SOUTHWEST CORNER.
 AN2426'IT IS A STANDARD NOS DISK STAMPED RUIN GPS 1991, 15.9 METERS WEST
 AN2426'SOUTH WEST OF CENTER OF TOP STEP OF STAIRS LEADING TO THE PLATFORM,
 AN2426'1.54 METERS NORTH OF SOUTH EDGE OF PLATFORM AND 1.45 METERS EAST OF
 AN2426'WEST EDGE OF PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0090 ***********************************************************************
 AJ0090  DESIGNATION -  RUIZ
 AJ0090  PID         -  AJ0090
 AJ0090  STATE/COUNTY-  TX/DUVAL
 AJ0090  USGS QUAD   -  ROSITA (1968)
 AJ0090
 AJ0090                         *CURRENT SURVEY CONTROL
 AJ0090  ___________________________________________________________________
 AJ0090* NAD 83(1993)-  27 48 51.25559(N)    098 28 48.45174(W)     ADJUSTED  
 AJ0090* NAVD 88     -       159.719  (meters)     524.01   (feet)  POSTED    
 AJ0090  ___________________________________________________________________
 AJ0090  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AJ0090  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AJ0090  DYNAMIC HT  -         159.470 (meters)     523.19  (feet)  COMP
 AJ0090  MODELED GRAV-     979,081.8   (mgal)                       NAVD 88
 AJ0090
 AJ0090  HORZ ORDER  -  FIRST
 AJ0090  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0090
 AJ0090.The horizontal coordinates were established by classical geodetic methods
 AJ0090.and adjusted by the National Geodetic Survey in February 1996..
 AJ0090
 AJ0090.The orthometric height was determined by differential leveling
 AJ0090.and adjusted by the National Geodetic Survey in 1992..
 AJ0090.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0090.rate of 1.1 thru 2.0 mm/km.
 AJ0090
 AJ0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ0090
 AJ0090.The geoid height was determined by GEOID03.
 AJ0090
 AJ0090.The dynamic height is computed by dividing the NAVD 88
 AJ0090.geopotential number by the normal gravity value computed on the
 AJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0090.degrees latitude (g = 980.6199 gals.).
 AJ0090
 AJ0090.The modeled gravity was interpolated from observed gravity values.
 AJ0090
 AJ0090;                    North         East     Units Scale Factor Converg.
 AJ0090;SPC TX S     - 5,237,941.243   301,958.227   MT  0.99999522   +0 00 32.5
 AJ0090;SPC TX S     -17,184,812.23    990,674.62   sFT  0.99999522   +0 00 32.5
 AJ0090;UTM  14      - 3,076,733.196   551,203.162   MT  0.99963236   +0 14 33.3
 AJ0090
 AJ0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ0090!SPC TX S     -   0.99997896  x   0.99999522  =   0.99997418
 AJ0090!UTM  14      -   0.99997896  x   0.99963236  =   0.99961132
 AJ0090
 AJ0090|---------------------------------------------------------------------|
 AJ0090| PID    Reference Object                     Distance      Geod. Az  |
 AJ0090|                                                           dddmmss.s |
 AJ0090| CV3399 RUIZ RM 2                            12.786 METERS 00008     |
 AJ0090| CV3398 RUIZ RM 1                            11.889 METERS 08959     |
 AJ0090| CV3397 RUIZ AZ MK                                         1435635.2 |
 AJ0090|---------------------------------------------------------------------|
 AJ0090
 AJ0090                          SUPERSEDED SURVEY CONTROL
 AJ0090
 AJ0090  NAD 83(1986)-  27 48 51.26131(N)    098 28 48.42754(W) AD(       ) 1
 AJ0090  NAD 27      -  27 48 50.18200(N)    098 28 47.38300(W) AD(       ) 1
 AJ0090  NGVD 29 (??/??/92)  159.754  (m)          524.13   (f) ADJ UNCH    2 0
 AJ0090
 AJ0090.Superseded values are not recommended for survey control.
 AJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0090.See file dsdata.txt to determine how the superseded data were derived.
 AJ0090
 AJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5120376733(NAD 83)
 AJ0090_MARKER: DB = BENCH MARK DISK
 AJ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ0090_STAMPING: RUTZ 1935
 AJ0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0090
 AJ0090  HISTORY     - Date     Condition        Report By
 AJ0090  HISTORY     - 1935     MONUMENTED       CGS
 AJ0090  HISTORY     - 1935     GOOD             CGS
 AJ0090  HISTORY     - 1935     GOOD             CGS
 AJ0090  HISTORY     - 1942     GOOD             LOCSUR
 AJ0090  HISTORY     - 1952     GOOD             CGS
 AJ0090
 AJ0090                          STATION DESCRIPTION
 AJ0090
 AJ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ0090'STATION IS LOCATED 15 MILES, A LITTLE N OF W FROM SAN DIEGO
 AJ0090'AND 9 MILES ESE FROM FREER.  MARK IS SET 28 FEET NE OF CENTER
 AJ0090'LINE OF SAN DIEGO-FREER ROAD.  THERE IS GROUP OF BUILDINGS
 AJ0090'AT AZIMUTH 60 DEGREES ABOUT 1 MILE DISTANT.  THE GROUND TO
 AJ0090'THE SW OF THE ROAD IS TEN OR FIFTEEN FEET HIGHER THAN AT
 AJ0090'THE STATION SITE.
 AJ0090'
 AJ0090'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ0090'BRONZE DISKS SET IN CONCRETE.
 AJ0090'
 AJ0090'REFERENCE MARK NO. 1 IS SE OF STATION AND MARK PROJECTS 6
 AJ0090'INCHES ABOVE GROUND.
 AJ0090'
 AJ0090'REFERENCE MARK NO. 2 IS NE OF STATION AND MARK PROJECTS 6 INCHES
 AJ0090'ABOVE GROUND.
 AJ0090'
 AJ0090'AZIMUTH MARK IS 0.6 MILE SE OF STATION, SET IN BARNYARD
 AJ0090'BEHIND A HOUSE ON THE W SIDE OF THE SAN DIEGO-FREER ROAD.
 AJ0090'TO REACH FROM STATION GO SE ON SAN DIEGO-FREER ROAD 0.6 MILE
 AJ0090'TO HOUSE ON RIGHT.  MARK IS SET IN BARN LOT BEHIND HOUSE.
 AJ0090'
 AJ0090'TO REACH STATION FROM GROCERY STORE IN ROSITA, FOLLOW MAIN
 AJ0090'ROAD NORTHWESTERLY FOR 4.0 MILES TO TOP OF GRADE AND STATION
 AJ0090'SITE ON RIGHT OF ROAD.
 AJ0090'
 AJ0090'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 AJ0090
 AJ0090                          STATION RECOVERY (1935)
 AJ0090
 AJ0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CLF)
 AJ0090'ABOUT 10.7 MILES SE ALONG STATE HIGHWAY 55 FROM FREER, DUVAL
 AJ0090'COUNTY, AT THE TOP OF A HILL, 39 FEET W OF REFERENCE MARK
 AJ0090'1, 39 FEET S OF REFERENCE MARK 2, AND 42 FEET NE OF THE
 AJ0090'CENTER LINE OF THE HIGHWAY.  A BRONZE STATION DISK, STAMPED
 AJ0090'RUIZ 1935 AND SET IN THE TOP OF A CONCRETE POST.  (ELEVATION
 AJ0090'159.754 METERS.  524.126 FEET.)
 AJ0090
 AJ0090                          STATION RECOVERY (1935)
 AJ0090
 AJ0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 AJ0090'10.7 MI SE FROM FREER.
 AJ0090'10.7 MIL S. E. OF AND ALONG STATE HIGHWAY 55.  AT TOP OF A HILL.  42
 AJ0090'FT. N. E. OF CENTERLINE OF ROAD.  REF. MARK NO. 1 IS 13 YDS. E. OF
 AJ0090'STA.  REF. MARK NO. 2 IS 13 YDS N. OF STA.
 AJ0090
 AJ0090                          STATION RECOVERY (1942)
 AJ0090
 AJ0090'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942 (LNR)
 AJ0090'RECOVERED BY SA SCHLOSSER GEOPHYSICAL SURVEYS
 AJ0090'
 AJ0090'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AJ0090
 AJ0090                          STATION RECOVERY (1952)
 AJ0090
 AJ0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AJ0090'STATION RECOVERED, STATION MARK, BOTH REFERENCE MARKS AND THE
 AJ0090'AZIMUTH MARK WERE FOUND AS PREVIOUSLY DESCRIBED BY C.I.A.
 AJ0090'IN 1935 AND ALL ARE IN GOOD CONDITION.
 AJ0090'
 AJ0090'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM ROSITA
 AJ0090'IS SATISFACTORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0645 ***********************************************************************
 AO0645  DESIGNATION -  RUIZ
 AO0645  PID         -  AO0645
 AO0645  STATE/COUNTY-  TX/FRIO
 AO0645  USGS QUAD   -  LAS FLORES (1969)
 AO0645
 AO0645                         *CURRENT SURVEY CONTROL
 AO0645  ___________________________________________________________________
 AO0645* NAD 83(1993)-  28 40 25.70969(N)    098 58 13.01125(W)     ADJUSTED  
 AO0645* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 AO0645  ___________________________________________________________________
 AO0645  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AO0645  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AO0645
 AO0645  HORZ ORDER  -  FIRST
 AO0645
 AO0645.The horizontal coordinates were established by classical geodetic methods
 AO0645.and adjusted by the National Geodetic Survey in February 1996..
 AO0645
 AO0645.The orthometric height was scaled from a topographic map.
 AO0645
 AO0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0645
 AO0645.The geoid height was determined by GEOID03.
 AO0645
 AO0645;                    North         East     Units Scale Factor Converg.
 AO0645;SPC TXSC     - 4,093,149.321   602,904.636   MT  0.99992931   +0 00 52.4
 AO0645;SPC TXSC     -13,428,940.73  1,978,029.63   sFT  0.99992931   +0 00 52.4
 AO0645;UTM  14      - 3,171,847.602   502,903.679   MT  0.99960010   +0 00 51.3
 AO0645
 AO0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0645!SPC TXSC     -   0.99998113  x   0.99992931  =   0.99991044
 AO0645!UTM  14      -   0.99998113  x   0.99960010  =   0.99958124
 AO0645
 AO0645:                Primary Azimuth Mark                     Grid Az
 AO0645:SPC TXSC     -  ANGELES                                  154 51 21.9
 AO0645:UTM  14      -  ANGELES                                  154 51 23.0
 AO0645
 AO0645|---------------------------------------------------------------------|
 AO0645| PID    Reference Object                     Distance      Geod. Az  |
 AO0645|                                                           dddmmss.s |
 AO0645| AO0643 ANGELES                             APPROX. 7.9 KM 1545214.3 |
 AO0645| AO0644 TTS 4 Y USGS 1952                    19.058 METERS 16022     |
 AO0645| CV6185 RUIZ RM 1                            21.954 METERS 29527     |
 AO0645|---------------------------------------------------------------------|
 AO0645
 AO0645                          SUPERSEDED SURVEY CONTROL
 AO0645
 AO0645  NAD 83(1986)-  28 40 25.71124(N)    098 58 12.98980(W) AD(       ) 1
 AO0645  NAD 27      -  28 40 24.77800(N)    098 58 11.88200(W) AD(       ) 1
 AO0645
 AO0645.Superseded values are not recommended for survey control.
 AO0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0645.See file dsdata.txt to determine how the superseded data were derived.
 AO0645
 AO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS0290471848(NAD 83)
 AO0645_MARKER: DS = TRIANGULATION STATION DISK
 AO0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0645
 AO0645  HISTORY     - Date     Condition        Report By
 AO0645  HISTORY     - 1952     MONUMENTED       CGS
 AO0645  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 AO0645
 AO0645                          STATION DESCRIPTION
 AO0645
 AO0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0645'THE STATION IS LOCATED ABOUT 12 MILES EAST OF DILLEY, 1 MILE
 AO0645'EAST OF RUIZ CREEK, 62 FEET NORTHWEST OF A CATTLE GUARD,
 AO0645'21 FEET WEST OF A DIRT ROAD, 16 FEET SOUTH OF A WITNESS POST,
 AO0645'AND ON LAND OWNED BY MRS. JOE SPETTEL.
 AO0645'
 AO0645'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 97 AND
 AO0645'FARM ROAD 140 IN CHARLOTTE.  GO SOUTHWEST ON STATE HIGHWAY 97
 AO0645'FOR 11.9 MILES TO A CROSS ROAD SOUTH OF THE VILLAGE OF HINDES.
 AO0645'TURN RIGHT AND GO WEST ACROSS THE RAILROAD TRACKS FOR 0.1 MILE
 AO0645'TO A CROSS ROAD, TURN LEFT AND GO SOUTH AND WEST FOR 4.5 MILES
 AO0645'TO A SIDE ROAD RIGHT, JUST AFTER CROSSING A SMALL WOODEN BRIDGE,
 AO0645'TURN RIGHT AND GO NORTHWEST FOR 8.4 MILES TO A SIDE ROAD LEFT.
 AO0645'TURN LEFT AND GO SOUTH FOR 3.2 MILES TO A ROAD FORK, TAKE
 AO0645'THE RIGHT FORK AND CONTINUE ON THE MAIN ROAD FOR 2.0 MILES TO
 AO0645'THE STATION ON THE RIGHT.
 AO0645'
 AO0645'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 AO0645'CONCRETE POST THAT IS FLUSH WITH THE GROUND, AND THE DISK IS
 AO0645'STAMPED RUIZ 1952.
 AO0645'
 AO0645'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE TOP OF
 AO0645'A CONCRETE CYLINDER THAT PROJECTS 8 INCHES, AND THE DISK IS
 AO0645'STAMED RUIZ NO 1 1952.  IT IS 1 FOOT NORTH OF A FENCE LINE.
 AO0645'
 AO0645'T.T. STA. NO 4 Y (USGS) IS A BRONZE DISK SET IN THE TOP OF A
 AO0645'6-INCH CONCRETE CYLINDER THAT PROJECTS 10 INCHES, AND THE DISK
 AO0645'IS STAMPED T.T. STA. NO 4 Y 1927.  IT IS UNDERNEATH A CATTLE
 AO0645'GUARD.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 AO0645'RUIZ 1952.
 AO0645'
 AO0645'NO LOCATION COULD BE FOUND FOR AN AZIMUTH MARK DUE TO TIMBER.
 AO0645'
 AO0645'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AO0645
 AO0645                          STATION RECOVERY (2003)
 AO0645
 AO0645'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0898 ***********************************************************************
 DO0898  CBN         -  This is a Cooperative Base Network Control Station.
 DO0898  DESIGNATION -  RULE
 DO0898  PID         -  DO0898
 DO0898  STATE/COUNTY-  TX/HASKELL
 DO0898  USGS QUAD   -  RULE (1968)
 DO0898
 DO0898                         *CURRENT SURVEY CONTROL
 DO0898  ___________________________________________________________________
 DO0898* NAD 83(1993)-  33 10 53.97406(N)    099 52 42.36719(W)     ADJUSTED  
 DO0898* NAVD 88     -       509.8    (meters)    1673.     (feet)  GPS OBS   
 DO0898  ___________________________________________________________________
 DO0898  X           -    -916,786.658 (meters)                     COMP
 DO0898  Y           -  -5,264,649.117 (meters)                     COMP
 DO0898  Z           -   3,471,101.251 (meters)                     COMP
 DO0898  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DO0898  ELLIP HEIGHT-         480.95  (meters)          (10/24/00) GPS OBS
 DO0898  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DO0898
 DO0898  HORZ ORDER  -  B
 DO0898  ELLP ORDER  -  FOURTH    CLASS II
 DO0898
 DO0898.The horizontal coordinates were established by GPS observations
 DO0898.and adjusted by the National Geodetic Survey in May 1994..
 DO0898
 DO0898.The orthometric height was determined by GPS observations and a
 DO0898.high-resolution geoid model.
 DO0898
 DO0898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0898
 DO0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0898
 DO0898.The ellipsoidal height was determined by GPS observations
 DO0898.and is referenced to NAD 83.
 DO0898
 DO0898.The geoid height was determined by GEOID03.
 DO0898
 DO0898;                    North         East     Units Scale Factor Converg.
 DO0898;SPC TXNC     - 2,168,840.764   471,465.154   MT  0.99987519   -0 45 06.4
 DO0898;SPC TXNC     - 7,115,605.07  1,546,798.59   sFT  0.99987519   -0 45 06.4
 DO0898;UTM  14      - 3,671,769.615   418,107.510   MT  0.99968268   -0 28 50.8
 DO0898
 DO0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0898!SPC TXNC     -   0.99992450  x   0.99987519  =   0.99979970
 DO0898!UTM  14      -   0.99992450  x   0.99968268  =   0.99960720
 DO0898
 DO0898|---------------------------------------------------------------------|
 DO0898| PID    Reference Object                     Distance      Geod. Az  |
 DO0898|                                                           dddmmss.s |
 DO0898| CX8121 RULE RM 1                            34.320 METERS 09041     |
 DO0898| CX8123 RULE RM 3                                          0912435.8 |
 DO0898| CX8122 RULE RM 2                            25.150 METERS 27022     |
 DO0898|---------------------------------------------------------------------|
 DO0898
 DO0898                          SUPERSEDED SURVEY CONTROL
 DO0898
 DO0898  ELLIP H (05/09/94)  481.00   (m)                       GP(       ) 4 2
 DO0898  NAD 83(1986)-  33 10 53.98129(N)    099 52 42.36056(W) AD(       ) 1
 DO0898  NAD 27      -  33 10 53.61564(N)    099 52 41.01361(W) AD(       ) 1
 DO0898  NGVD 29 (07/19/86)  510.6    (m)         1675.     (f) VERT ANG       
 DO0898
 DO0898.Superseded values are not recommended for survey control.
 DO0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0898.See file dsdata.txt to determine how the superseded data were derived.
 DO0898
 DO0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1810871770(NAD 83)
 DO0898_MARKER: DH = HORIZONTAL CONTROL DISK
 DO0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0898_SP_SET: CONCRETE POST
 DO0898_STAMPING: RULE 1974
 DO0898_MARK LOGO: NGS   
 DO0898_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0898+STABILITY: SURFACE MOTION
 DO0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0898+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1993
 DO0898
 DO0898  HISTORY     - Date     Condition        Report By
 DO0898  HISTORY     - 1974     MONUMENTED       NGS
 DO0898  HISTORY     - 1974     GOOD             NGS
 DO0898  HISTORY     - 1978     GOOD             DMA
 DO0898  HISTORY     - 1986     GOOD
 DO0898  HISTORY     - 19930308 GOOD             NGS
 DO0898
 DO0898                          STATION DESCRIPTION
 DO0898
 DO0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0898'NO MEASUREMENT BETWEEN RMS.
 DO0898'
 DO0898'THE STATION IS ABOUT 17 MILES NORTH-NORTHWEST OF STAMFORD, 11 MILES
 DO0898'NORTHEAST OF OLD GLORY, 9 MILES SOUTH-SOUTHWEST OF ROCHESTER, 8-1/2
 DO0898'MILES WEST-NORTHWEST OF HASKELL AND IN THE EASTERN PART OF RULE
 DO0898'ALONG THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 380 WHERE HIGHWAY
 DO0898'CURVES AND A GRAVEL ROAD JUNCTIONS.  THE STATION IS ON STATE
 DO0898'HIGHWAY PROPERTY, PERMISSION WAS OBTAINED FROM THE STATE HIGHWAY
 DO0898'DEPARTMENT, HASKELL, TEXAS.
 DO0898'
 DO0898'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380 AND
 DO0898'STATE HIGHWAY 283 IN RULE, GO EASTERLY ON U.S. HIGHWAY 380 FOR 0.95
 DO0898'MILE TO THE STATION ON THE RIGHT.  SOUTH SIDE OF ROAD.  CONTINUE
 DO0898'EAST ON U.S. HIGHWAY 380 FOR 0.25 MILE TO REFERENCE MARK 3 ON THE
 DO0898'RIGHT.  SOUTHSIDE OF ROAD AS DESCRIBED.
 DO0898'
 DO0898'STATION MARKS ARE STANDARD DISKS STAMPED RULE 1974.  THE SURFACE
 DO0898'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0898'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 53 FEET EAST OF A
 DO0898'LARGE SIGN, 33 FEET NORTH OF THE CENTER OF GRAVELED ROAD, 61 FEET
 DO0898'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 380 AND 10 FEET
 DO0898'WEST-NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.  THE
 DO0898'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DO0898'CONCRETE 42 INCHES BELOW GROUND SURFACE.
 DO0898'
 DO0898'REFERENCE MARK 1, A STANDARD DISK STAMPED RULE NO 1 1974, IS SET
 DO0898'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 DO0898'FLUSH WITH THE GROUND SURFACE.  IT IS 58 FEET NORTHWEST OF STOP
 DO0898'SIGN POST, 33 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 380 AND
 DO0898'24 FEET WEST OF THE APPROXIMATE CENTER OF GRAVELED ROAD.
 DO0898'
 DO0898'REFERENCE MARK 2, A STANDARD DISK STAMPED RULE NO 2 1974, IS SET
 DO0898'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 DO0898'FLUSH WITH GROUND SURFACE.  IT IS 87 FEET SOUTH OF THE CENTERLINE
 DO0898'OF U.S. HIGHWAY 380, 47 FEET WEST-SOUTHWEST OF A LARGE SIGN AND 33
 DO0898'FEET NORTH OF THE CENTER OF GRAVELED ROAD.
 DO0898'
 DO0898'REFERENCE MARK 3, A STANDARD DISK STAMPED RULE NO 3 1974, SET IN
 DO0898'THE TOP OF A DRILL HOLE IN THE NORTH END OF THE WEST ONE OF BRIDGE
 DO0898'ABUTMENT.  IT IS 37 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 DO0898'380, 18 FEET WEST OF THE APPROXIMATE CENTER OF GRAVELED ROAD AND 3
 DO0898'FEET SOUTH OF METAL WITNESS POST WITH SIGN ATTACHED.
 DO0898'
 DO0898'HEIGHT OF LIGHT ABOVE STATION MARK 26.48 METERS.
 DO0898
 DO0898                          STATION RECOVERY (1974)
 DO0898
 DO0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DO0898'RECOVERED IN GOOD CONDITION.
 DO0898
 DO0898                          STATION RECOVERY (1978)
 DO0898
 DO0898'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (P)
 DO0898'RULE RECOVERED GOOD.
 DO0898'
 DO0898'(AZ MK) RECOVERED GOOD.
 DO0898'
 DO0898'MARK SURROUNDED BY CHINABERRY TREES.
 DO0898'
 DO0898'DISTANCE AND DIRECTION FROM NEAREST TOWN--RULE.
 DO0898
 DO0898                          STATION RECOVERY (1986)
 DO0898
 DO0898'RECOVERED 1986
 DO0898'RECOVERED IN GOOD CONDITION.
 DO0898
 DO0898                          STATION RECOVERY (1993)
 DO0898
 DO0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DO0898'STATION IS LOCATED ABOUT 14 KM (8.70 MI) WEST OF HASKELL, 1.5 KM
 DO0898'(0.95 MI) EAST OF RULE, ALONG U.S. HIGHWAY 380, AT THE WEST END OF A
 DO0898'CURVE, IN A SLIM WEED-FILLED VEE FORMED BY THE HIGHWAY AND A PAVED
 DO0898'ROAD LEADING WEST.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 DO0898'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 380 AND STATE HIGHWAY 6 IN
 DO0898'RULE, GO EAST ON HIGHWAY 380 FOR 1.51 KM (0.95 MI) TO THE STATION ON
 DO0898'THE RIGHT, ABOUT 40 M (131.2 FT) BEFORE REACHING A REVERSE FORK ON
 DO0898'THE RIGHT.  TO REACH REFERENCE MARK 3, CONTINUE AHEAD FOR 0.51 KM
 DO0898'(0.30 MI) TO A DIRT ROAD RIGHT AND THE MARK ON THE RIGHT IN A CULVERT
 DO0898'HEADWALL.
 DO0898'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 10 CM
 DO0898'BELOW GROUND.  IT IS 18.3 M (60.0 FT) SOUTH-SOUTHWEST OF AND 1 M
 DO0898'(3.3 FT) LOWER THAN THE HIGHWAY CENTER, 9.3 M (30.5 FT) NORTH OF AND
 DO0898'SLIGHTLY LOWER THAN THE CENTER OF THE PAVED ROAD, 11.2 M (36.7 FT)
 DO0898'WEST OF A UTILITY POLE (WITH NO LINES) AND A FIBER OPTIC LINE
 DO0898'FIBERGLASS WITNESS POST, 36.5 M (119.8 FT) WEST OF THE EAST END OF
 DO0898'THE GRASS VEE AND 0.4 M (1.3 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6820 ***********************************************************************
 AW6820  DESIGNATION -  RULE 1933
 AW6820  PID         -  AW6820
 AW6820  STATE/COUNTY-  TX/BRAZORIA
 AW6820  USGS QUAD   -  HOSKINS MOUND (1974)
 AW6820
 AW6820                         *CURRENT SURVEY CONTROL
 AW6820  ___________________________________________________________________
 AW6820* NAD 83(1993)-  29 11 21.84867(N)    095 09 32.21706(W)     ADJUSTED  
 AW6820* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6820  ___________________________________________________________________
 AW6820  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW6820  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW6820
 AW6820  HORZ ORDER  -  THIRD
 AW6820
 AW6820.The horizontal coordinates were established by classical geodetic methods
 AW6820.and adjusted by the National Geodetic Survey in February 1996..
 AW6820
 AW6820.The orthometric height was scaled from a topographic map.
 AW6820
 AW6820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6820
 AW6820.The geoid height was determined by GEOID03.
 AW6820
 AW6820;                    North         East     Units Scale Factor Converg.
 AW6820;SPC TXSC     - 4,156,421.903   973,466.429   MT  0.99986645   +1 52 54.4
 AW6820;SPC TXSC     -13,636,527.53  3,193,781.11   sFT  0.99986645   +1 52 54.4
 AW6820;UTM  15      - 3,230,899.522   290,076.746   MT  1.00014381   -1 03 11.9
 AW6820
 AW6820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6820!SPC TXSC     -   1.00000403  x   0.99986645  =   0.99987048
 AW6820!UTM  15      -   1.00000403  x   1.00014381  =   1.00014784
 AW6820
 AW6820                          SUPERSEDED SURVEY CONTROL
 AW6820
 AW6820  NAD 83(1986)-  29 11 21.86199(N)    095 09 32.19927(W) AD(       ) 3
 AW6820  NAD 27      -  29 11 20.99700(N)    095 09 31.45200(W) AD(       ) 3
 AW6820
 AW6820.Superseded values are not recommended for survey control.
 AW6820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6820.See file dsdata.txt to determine how the superseded data were derived.
 AW6820
 AW6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9007730900(NAD 83)
 AW6820_MARKER: DS = TRIANGULATION STATION DISK
 AW6820_SETTING: 0 = UNSPECIFIED SETTING
 AW6820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6820
 AW6820  HISTORY     - Date     Condition        Report By
 AW6820  HISTORY     - 1933     MONUMENTED       CGS
 AW6820  HISTORY     - 1947     GOOD             CGS
 AW6820  HISTORY     - 1951     GOOD             HUMBLE
 AW6820  HISTORY     - 1960     GOOD             CGS
 AW6820  HISTORY     - 1962     GOOD             LOCSUR
 AW6820  HISTORY     - 1962     GOOD             CGS
 AW6820  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW6820
 AW6820                          STATION DESCRIPTION
 AW6820
 AW6820'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6820'ON THE W SHORE OF WEST BAY, AT THE ENTRANCE TO CHOCOLATE
 AW6820'BAY, ABOUT 1-1/3 MILES W OF NYMPH POINT, 38 METERS W OF EDGE OF
 AW6820'BLUFF TOP, AND 730 METERS S OF POINT OF LAND WHERE CHOCOLATE
 AW6820'BAY TURNS TO THE W.
 AW6820'
 AW6820'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6820'NO REFERENCE MARK WAS SET.
 AW6820'
 AW6820'THE FOLLOWING BEARINGS ARE GIVEN--FIRST CHANNEL BEACON OFF
 AW6820'ALLIGATOR POINT, S 63 DEG E.  SAN LUIS COAST GUARD
 AW6820'STATION, S 50 DEG E.  AND CONCRETE STACK AT HOSKINS
 AW6820'MOUND, N 76 DEG 30 MIN W.
 AW6820'
 AW6820'HEIGHT OF LIGHT ABOVE STATION MARK - 2.0 METERS.
 AW6820
 AW6820                          STATION RECOVERY (1947)
 AW6820
 AW6820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6820'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION, WITH THE
 AW6820'FOLLOWING EXCEPTIONS.
 AW6820'
 AW6820'1.  STATION IS NOW 30 METERS W OF EDGE OF 4-FOOT BLUFF.
 AW6820'
 AW6820'2.  THE SAN LUIS COAST GUARD STATION AND THE FIRST CHANNEL
 AW6820'BEACON OFF ALLIGATOR POINT ARE DESTROYED.
 AW6820
 AW6820                          STATION RECOVERY (1951)
 AW6820
 AW6820'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1951
 AW6820'STATION IS IN GOOD CONDITION.  IT EXTENDS 6 IN. ABOVE GROUND
 AW6820'AND IS LOCATED APPROXIMATELY 100 FT. FROM THE SHORELINE.
 AW6820'DESCRIPTION IS ADEQUATE.
 AW6820
 AW6820                          STATION RECOVERY (1960)
 AW6820
 AW6820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6820'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 AW6820'ADEQUATE WITH THE FOLLOWING CORRECTIONS.
 AW6820'
 AW6820'(1) THE OBJECTS LISTED WITH MAGNETIC AZIMUTH ARE ALL DESTROYED.
 AW6820'
 AW6820'(2) THE STATION IS 100.0 FEET WEST OF THE EDGE OF THE BLUFF.
 AW6820'
 AW6820'(3) THE DISK IS STAMPED RULE 1933 AND THE MONUMENT PROJECTS
 AW6820'4 INCHES.
 AW6820
 AW6820                          STATION RECOVERY (1962)
 AW6820
 AW6820'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 AW6820'RECOVERED BY MILLER AND FISHER BDRY SURVEYORS.
 AW6820'
 AW6820'STATION FOUND IN GOOD CONDITION AND DESCRIPTION ADEQUATE EXCEPT
 AW6820'EROSION HAS BROUGHT THE BLUFF BANK SOMEWHAT CLOSER.
 AW6820'
 AW6820'STACK AT HOSKINS MOUND NO LONGER STANDING, BUT HOSKINS EAST
 AW6820'TANK CLEARLY VISIBLE AND GRID ANGLE TO IT FROM STATION COCOA
 AW6820'CHECKED TO SMALL FRACKTION OF ONE SECOND.
 AW6820
 AW6820                          STATION RECOVERY (1962)
 AW6820
 AW6820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW6820'RECOVERED IN GOOD CONDITION.
 AW6820'
 AW6820'THE DESCRIPTION WITH THE 1960 CORRECTIONS IS ADEQUATE.
 AW6820
 AW6820                          STATION RECOVERY (1997)
 AW6820
 AW6820'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0899 ***********************************************************************
 DO0899  DESIGNATION -  RULE MUN TANK
 DO0899  PID         -  DO0899
 DO0899  STATE/COUNTY-  TX/HASKELL
 DO0899  USGS QUAD   -  RULE (1968)
 DO0899
 DO0899                         *CURRENT SURVEY CONTROL
 DO0899  ___________________________________________________________________
 DO0899* NAD 83(1993)-  33 11 07.40424(N)    099 53 38.99954(W)     ADJUSTED  
 DO0899* NAVD 88     -                                                        
 DO0899  ___________________________________________________________________
 DO0899  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DO0899  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DO0899
 DO0899  HORZ ORDER  -  THIRD
 DO0899
 DO0899.The horizontal coordinates were established by classical geodetic methods
 DO0899.and adjusted by the National Geodetic Survey in February 1996..
 DO0899
 DO0899
 DO0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0899
 DO0899.The geoid height was determined by GEOID03.
 DO0899
 DO0899;                    North         East     Units Scale Factor Converg.
 DO0899;SPC TXNC     - 2,169,273.786   470,003.843   MT  0.99987534   -0 45 37.3
 DO0899;SPC TXNC     - 7,117,025.75  1,542,004.27   sFT  0.99987534   -0 45 37.3
 DO0899;UTM  14      - 3,672,195.640   416,644.447   MT  0.99968567   -0 29 22.0
 DO0899
 DO0899                          SUPERSEDED SURVEY CONTROL
 DO0899
 DO0899  NAD 83(1993)-  33 11 07.40392(N)    099 53 38.99901(W) AD(       ) 4
 DO0899  NAD 83(1986)-  33 11 07.41098(N)    099 53 38.99234(W) AD(       ) 4
 DO0899  NAD 27      -  33 11 07.04590(N)    099 53 37.64225(W) AD(       ) 3
 DO0899
 DO0899.Superseded values are not recommended for survey control.
 DO0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0899.See file dsdata.txt to determine how the superseded data were derived.
 DO0899
 DO0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1664472196(NAD 83)
 DO0899_MARKER: 53 = ELEVATED TANK
 DO0899
 DO0899  HISTORY     - Date     Condition        Report By
 DO0899  HISTORY     - 1974     FIRST OBSERVED   NGS
 DO0899
 DO0899                          STATION DESCRIPTION
 DO0899
 DO0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0899'RULE MUNICIPAL WATER TANK IS A 4 LEGGED STEEL TANK, 120 FEET
 DO0899'HIGH, PAINTED SILVER WITH RULE PAINTED IN BLACK ON THE SOUTH AND
 DO0899'NORTHEAST SIDES OF THE TANK.
 DO0899'
 DO0899'STATION IS LOCATED IN THE APPROXIMATE CENTER OF RULE IN THE
 DO0899'NORTHWEST ANGLE OF U.S. HIGHWAY 380 AND STATE HIGHWAY 283.
 DO0899'
 DO0899'STATION IS THE TOP CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9246 ***********************************************************************
 AF9246  DESIGNATION -  RULE WATER TOWER
 AF9246  PID         -  AF9246
 AF9246  STATE/COUNTY-  TX/HASKELL
 AF9246  USGS QUAD   -  RULE (1968)
 AF9246
 AF9246                         *CURRENT SURVEY CONTROL
 AF9246  ___________________________________________________________________
 AF9246* NAD 83(1993)-  33 11 07.37270(N)    099 53 38.99963(W)     ADJUSTED  
 AF9246* NAVD 88     -       513.     (meters)    1683.     (feet)  SCALED    
 AF9246  ___________________________________________________________________
 AF9246  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AF9246  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AF9246
 AF9246  HORZ ORDER  -  THIRD
 AF9246
 AF9246.The horizontal coordinates were established by classical geodetic methods
 AF9246.and adjusted by the National Geodetic Survey in July 1998..
 AF9246
 AF9246.The orthometric height was scaled from a topographic map.
 AF9246
 AF9246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9246
 AF9246.The geoid height was determined by GEOID03.
 AF9246
 AF9246;                    North         East     Units Scale Factor Converg.
 AF9246;SPC TXNC     - 2,169,272.815   470,003.827   MT  0.99987534   -0 45 37.3
 AF9246;SPC TXNC     - 7,117,022.56  1,542,004.22   sFT  0.99987534   -0 45 37.3
 AF9246;UTM  14      - 3,672,194.669   416,644.436   MT  0.99968567   -0 29 22.0
 AF9246
 AF9246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9246!SPC TXNC     -   0.99992397  x   0.99987534  =   0.99979932
 AF9246!UTM  14      -   0.99992397  x   0.99968567  =   0.99960966
 AF9246
 AF9246                          SUPERSEDED SURVEY CONTROL
 AF9246
 AF9246.No superseded survey control is available for this station.
 AF9246
 AF9246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1664472195(NAD 83)
 AF9246_MARKER: 54 = WATER TOWER
 AF9246
 AF9246  HISTORY     - Date     Condition        Report By
 AF9246  HISTORY     - 1925     FIRST OBSERVED   USGS
 AF9246
 AF9246                          STATION DESCRIPTION
 AF9246
 AF9246'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 AF9246'CITY WATER TANK AT RULE.
 AF9246'STATION MARK--CENTER OF TOP OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4206 ***********************************************************************
 AB4206  SACS        -  This is a Secondary Airport Control Station.
 AB4206  DESIGNATION -  RUM A
 AB4206  PID         -  AB4206
 AB4206  STATE/COUNTY-  TX/HAYS
 AB4206  USGS QUAD   -  UHLAND (1994)
 AB4206
 AB4206                         *CURRENT SURVEY CONTROL
 AB4206  ___________________________________________________________________
 AB4206* NAD 83(1993)-  29 54 05.30470(N)    097 51 29.50076(W)     ADJUSTED  
 AB4206* NAVD 88     -       180.71   (meters)     592.9    (feet)  GPS OBS   
 AB4206  ___________________________________________________________________
 AB4206  X           -    -756,597.005 (meters)                     COMP
 AB4206  Y           -  -5,481,877.844 (meters)                     COMP
 AB4206  Z           -   3,160,987.572 (meters)                     COMP
 AB4206  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AB4206  ELLIP HEIGHT-         154.66  (meters)          (05/01/01) GPS OBS
 AB4206  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AB4206
 AB4206  HORZ ORDER  -  FIRST
 AB4206  ELLP ORDER  -  FOURTH    CLASS II
 AB4206
 AB4206.This mark is at San Marcos Muni (T98) Airport (T98)
 AB4206
 AB4206.The horizontal coordinates were established by GPS observations
 AB4206.and adjusted by the National Geodetic Survey in June 1996..
 AB4206
 AB4206.The orthometric height was determined by GPS observations and a
 AB4206.high-resolution geoid model.
 AB4206
 AB4206.GPS derived orthometric heights for airport stations designated as
 AB4206.PACS or SACS are published to 2 decimal places.  This maintains
 AB4206.centimeter relative accuracy between the PACS and SACS.  It does
 AB4206.not indicate centimeter accuracy relative to other marks which are
 AB4206.part of the NAVD 88 network.
 AB4206
 AB4206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4206
 AB4206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4206
 AB4206.The ellipsoidal height was determined by GPS observations
 AB4206.and is referenced to NAD 83.
 AB4206
 AB4206.The geoid height was determined by GEOID03.
 AB4206
 AB4206;                    North         East     Units Scale Factor Converg.
 AB4206;SPC TXSC     - 4,229,746.342   710,265.757   MT  0.99991198   +0 33 33.8
 AB4206;SPC TXSC     -13,877,092.79  2,330,263.57   sFT  0.99991198   +0 33 33.8
 AB4206;UTM  14      - 3,308,415.519   610,236.801   MT  0.99974993   +0 34 09.3
 AB4206
 AB4206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4206!SPC TXSC     -   0.99997571  x   0.99991198  =   0.99988769
 AB4206!UTM  14      -   0.99997571  x   0.99974993  =   0.99972565
 AB4206
 AB4206                          SUPERSEDED SURVEY CONTROL
 AB4206
 AB4206  ELLIP H (06/28/96)  154.81   (m)                       GP(       ) 4 2
 AB4206
 AB4206.Superseded values are not recommended for survey control.
 AB4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4206.See file dsdata.txt to determine how the superseded data were derived.
 AB4206
 AB4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1023708416(NAD 83)
 AB4206_MARKER: DD = SURVEY DISK
 AB4206_SETTING: 0 = UNSPECIFIED SETTING
 AB4206_STAMPING: RUM A 1984
 AB4206_MARK LOGO: NOS   
 AB4206_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4206+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1995
 AB4206
 AB4206  HISTORY     - Date     Condition        Report By
 AB4206  HISTORY     - 1984     MONUMENTED       NOS
 AB4206  HISTORY     - 19940615 GOOD             NGS
 AB4206  HISTORY     - 19950131 GOOD             NGS
 AB4206  HISTORY     - 19990925 GOOD             USPSQD
 AB4206
 AB4206                          STATION DESCRIPTION
 AB4206
 AB4206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AB4206'THE STATION IS LOCATED AT SAN MARCOS MUNI AIRPORT.  IT IS 160.4 FT
 AB4206'(48.9 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY 17, 70.4 FT (21.5
 AB4206'M) WEST OF THE WEST EDGE OF RUNWAY 17, 24.6 FT (7.5 M) SOUTH OF THE
 AB4206'SOUTH EDGE OF THE TAXIWAY LEADING TO RUNWAY END 17.  THE STATION IS A
 AB4206'STANDARD NOS DISK STAMPED RUM A 1984 SET IN CONCRETE FLUSH WITH THE
 AB4206'GROUND.
 AB4206
 AB4206                          STATION RECOVERY (1995)
 AB4206
 AB4206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB4206'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF SAN MARCOS AT THE
 AB4206'SAN MARCOS MUNICIPAL AIRPORT AND NEAR RUNWAY END 17 AT THE NORTHEAST
 AB4206'EDGE OF THE AIRFIELD.  FOR ACCESS CONTACT MR JACK DOUGHTY, AIRPORT
 AB4206'MANAGER, CITY OF SAN MARCOS, CITY HALL 630 E.  HOPKINS, SAN MARCOS, TX
 AB4206'78666.  PHONE (512) 353-4444.  TO REACH THE STATION FROM THE JUNCTION
 AB4206'OF INTERSTATE HIGHWAY 35 AND STATE ROAD 80 IN SAN MARCOS, GO
 AB4206'SOUTHEASTERLY ON STATE ROAD 80 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF
 AB4206'STATE ROADS 80, 143 AND 21.  TURN LEFT, NORTHEASTERLY ON STATE ROAD 21
 AB4206'FOR 2.0 MI (3.2 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT (AIRPORT
 AB4206'DRIVE) .  TURN RIGHT, SOUTHERLY THE EASTERLY ON AIRPORT DRIVE FOR 0.75
 AB4206'MI (1.21 KM) TO THE AIRPORT OFFICE ON THE LEFT, CONTINUE EASTERLY FOR
 AB4206'0.05 MI (0.08 KM) TO A GRAVEL ROAD ON THE LEFT LEADING TO AN GATE.
 AB4206'TURN LEFT, NORTHERLY ON GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE AT
 AB4206'THE SOUTH EDGE OF THE AIRCRAFT APRON.  PROCEED NORTHEASTERLY ACROSS
 AB4206'THE APRON FOR 0.35 MI (0.56 KM) TO THE INTERSECTION OF TAXIWAYS C AND
 AB4206'D.  TURN RIGHT, SOUTHEASTERLY FOR 0.4 MI (0.6 KM) TO TAXIWAY F,
 AB4206'CONTINUE SOUTHERLY THEN EASTERLY ON TAXIWAY F FOR 0.35 MI (0.56 KM) TO
 AB4206'THE INTERSECTION OF RUNWAY ENDS 30-35, TURN LEFT, NORTHERLY ON RUNWAY
 AB4206'17-35 FOR 1.0 MI (1.6 KM) TO RUNWAY END 17 AND TAXIWAY J ON THE LEFT,
 AB4206'TURN LEFT WESTERLY ON TAXIWAY J FOR 70.0 FT (21.3 M) TO THE STATION ON
 AB4206'LEFT.  THE STATION IS LOCATED 160.4 FT (48.9 M) SOUTHWEST OF THE
 AB4206'CENTERLINE OF RUNWAY END 17, 70.4 FT (21.5 M) WEST OF THE WEST EDGE OF
 AB4206'RUNWAY 17 AND 24.6 FT (7.5 M) SOUTH OF THE SOUTH EDGE OF TAXIWAY J.
 AB4206
 AB4206                          STATION RECOVERY (1999)
 AB4206
 AB4206'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB4206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4205 ***********************************************************************
 AB4205  SACS        -  This is a Secondary Airport Control Station.
 AB4205  DESIGNATION -  RUM C
 AB4205  PID         -  AB4205
 AB4205  STATE/COUNTY-  TX/HAYS
 AB4205  USGS QUAD   -  UHLAND (1994)
 AB4205
 AB4205                         *CURRENT SURVEY CONTROL
 AB4205  ___________________________________________________________________
 AB4205* NAD 83(1993)-  29 53 11.63962(N)    097 51 30.69587(W)     ADJUSTED  
 AB4205* NAVD 88     -       174.44   (meters)     572.3    (feet)  GPS OBS   
 AB4205  ___________________________________________________________________
 AB4205  X           -    -756,740.631 (meters)                     COMP
 AB4205  Y           -  -5,482,683.927 (meters)                     COMP
 AB4205  Z           -   3,159,551.821 (meters)                     COMP
 AB4205  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AB4205  ELLIP HEIGHT-         148.38  (meters)          (05/01/01) GPS OBS
 AB4205  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AB4205
 AB4205  HORZ ORDER  -  FIRST
 AB4205  ELLP ORDER  -  FOURTH    CLASS II
 AB4205
 AB4205.This mark is at San Marcos Muni (T98) Airport (T98)
 AB4205
 AB4205.The horizontal coordinates were established by GPS observations
 AB4205.and adjusted by the National Geodetic Survey in June 1996..
 AB4205
 AB4205.The orthometric height was determined by GPS observations and a
 AB4205.high-resolution geoid model.
 AB4205
 AB4205.GPS derived orthometric heights for airport stations designated as
 AB4205.PACS or SACS are published to 2 decimal places.  This maintains
 AB4205.centimeter relative accuracy between the PACS and SACS.  It does
 AB4205.not indicate centimeter accuracy relative to other marks which are
 AB4205.part of the NAVD 88 network.
 AB4205
 AB4205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4205
 AB4205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4205
 AB4205.The ellipsoidal height was determined by GPS observations
 AB4205.and is referenced to NAD 83.
 AB4205
 AB4205.The geoid height was determined by GEOID03.
 AB4205
 AB4205;                    North         East     Units Scale Factor Converg.
 AB4205;SPC TXSC     - 4,228,093.808   710,249.825   MT  0.99990945   +0 33 33.2
 AB4205;SPC TXSC     -13,871,671.10  2,330,211.30   sFT  0.99990945   +0 33 33.2
 AB4205;UTM  14      - 3,306,763.248   610,221.153   MT  0.99974989   +0 34 07.8
 AB4205
 AB4205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4205!SPC TXSC     -   0.99997670  x   0.99990945  =   0.99988615
 AB4205!UTM  14      -   0.99997670  x   0.99974989  =   0.99972659
 AB4205
 AB4205                          SUPERSEDED SURVEY CONTROL
 AB4205
 AB4205  ELLIP H (06/28/96)  148.54   (m)                       GP(       ) 4 2
 AB4205
 AB4205.Superseded values are not recommended for survey control.
 AB4205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4205.See file dsdata.txt to determine how the superseded data were derived.
 AB4205
 AB4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1022106763(NAD 83)
 AB4205_MARKER: DD = SURVEY DISK
 AB4205_SETTING: 0 = UNSPECIFIED SETTING
 AB4205_STAMPING: RUM C 1984
 AB4205_MARK LOGO: NOS   
 AB4205_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4205+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1995
 AB4205
 AB4205  HISTORY     - Date     Condition        Report By
 AB4205  HISTORY     - 1984     MONUMENTED       NOS
 AB4205  HISTORY     - 19940615 GOOD             NGS
 AB4205  HISTORY     - 19950131 GOOD             NGS
 AB4205  HISTORY     - 19990925 GOOD             USPSQD
 AB4205
 AB4205                          STATION DESCRIPTION
 AB4205
 AB4205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AB4205'THE STATION IS LOCATED AT SAN MARCOS MUNI AIRPORT NEAR RUNWAY ENDS 30
 AB4205'AND 35.  IT IS 14.0 FT (4.3 M) NORTH OF THE EDGE OF THE TAXIWAY
 AB4205'LEADING TO THE RUNWAYS, 7.7 FT (2.3 M) EAST OF A SIGN READING 30-35.
 AB4205'18.0 FT (5.5 M) NORTHEAST OF THE TAXIWAY HOLD BAR.  IT IS A STANDARD
 AB4205'NOS DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED RUM C 1984.
 AB4205
 AB4205                          STATION RECOVERY (1995)
 AB4205
 AB4205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB4205'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF SAN MARCOS AT THE
 AB4205'SAN MARCOS MUNICIPAL AIRPORT AND NEAR RUNWAY ENDS 30, 35 AT THE
 AB4205'SOUTHEAST EDGE OF THE AIRFIELD.  FOR ACCESS CONTACT MR JACK DOUGHTY,
 AB4205'AIRPORT MANAGER, CITY OF SAN MARCOS, CITY HALL 630 E.  HOPKINS, SAN
 AB4205'MARCOS, TX 78666.  PHONE (512) 353-4444.  TO REACH THE STATION FROM
 AB4205'THE JUNCTION OF INTERSTATE HIGHWAY 35 AND STATE ROAD 80 IN SAN MARCOS,
 AB4205'GO SOUTHEASTERLY ON STATE ROAD 80 FOR 1.0 MI (1.6 KM) TO THE JUNCTION
 AB4205'OF STATE ROADS 80, 143 AND 21.  TURN LEFT, NORTHEASTERLY ON STATE ROAD
 AB4205'21 FOR 2.0 MI (3.2 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT (AIRPORT
 AB4205'DRIVE) .  TURN RIGHT, SOUTHERLY THE EASTERLY ON AIRPORT DRIVE FOR 0.75
 AB4205'MI (1.21 KM) TO THE AIRPORT OFFICE ON THE LEFT, CONTINUE EASTERLY FOR
 AB4205'0.05 MI (0.08 KM) TO A GRAVEL ROAD ON THE LEFT LEADING TO AN GATE.
 AB4205'TURN LEFT, NORTHERLY ON GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE AT
 AB4205'THE SOUTH EDGE OF THE AIRCRAFT APRON. PROCEED NORTHEASTERLY ACROSS THE
 AB4205'APRON FOR 0.35 MI (0.56 KM) TO THE INTERSECTION OF TAXIWAYS C AND D.
 AB4205'TURN RIGHT, SOUTHEASTERLY FOR 0.4 MI (0.6 KM) TO TAXIWAY F, CONTINUE
 AB4205'SOUTHERLY THEN EASTERLY ON TAXIWAY F FOR 0.3 MI (0.5 KM) TO THE
 AB4205'STATION ON LEFT JUST EAST OF A LIGHTED TAXIWAY SIGN.  THE STATION IS
 AB4205'LOCATED 18.0 FT (5.5 M) NORTHEAST OF THE HOLD BAR, 14.0 FT (4.3 M)
 AB4205'NORTH OF THE NORTH EDGE OF TAXIWAY F AND 7.7 FT (2.3 M) EAST OF A SIGN
 AB4205'READING 30-35.
 AB4205
 AB4205                          STATION RECOVERY (1999)
 AB4205
 AB4205'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB4205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3027 ***********************************************************************
 CS3027  SACS        -  This is a Secondary Airport Control Station.
 CS3027  DESIGNATION -  RUN 1967
 CS3027  PID         -  CS3027
 CS3027  STATE/COUNTY-  TX/TARRANT
 CS3027  USGS QUAD   -  LAKE WORTH (1982)
 CS3027
 CS3027                         *CURRENT SURVEY CONTROL
 CS3027  ___________________________________________________________________
 CS3027* NAD 83(1993)-  32 46 23.03325(N)    097 26 38.33823(W)     ADJUSTED  
 CS3027* NAVD 88     -       196.16   (meters)     643.6    (feet)  GPS OBS   
 CS3027  ___________________________________________________________________
 CS3027  X           -    -695,497.444 (meters)                     COMP
 CS3027  Y           -  -5,323,037.748 (meters)                     COMP
 CS3027  Z           -   3,432,915.184 (meters)                     COMP
 CS3027  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 CS3027  ELLIP HEIGHT-         168.14  (meters)          (07/02/01) GPS OBS
 CS3027  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CS3027
 CS3027  HORZ ORDER  -  FIRST
 CS3027  ELLP ORDER  -  FOURTH    CLASS II
 CS3027
 CS3027.This mark is at Fort Worth Nas Airport (NFW)
 CS3027
 CS3027.The horizontal coordinates were established by GPS observations
 CS3027.and adjusted by the National Geodetic Survey in September 1996..
 CS3027
 CS3027.The orthometric height was determined by GPS observations and a
 CS3027.high-resolution geoid model.
 CS3027
 CS3027.GPS derived orthometric heights for airport stations designated as
 CS3027.PACS or SACS are published to 2 decimal places.  This maintains
 CS3027.centimeter relative accuracy between the PACS and SACS.  It does
 CS3027.not indicate centimeter accuracy relative to other marks which are
 CS3027.part of the NAVD 88 network.
 CS3027
 CS3027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3027
 CS3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3027
 CS3027.The ellipsoidal height was determined by GPS observations
 CS3027.and is referenced to NAD 83.
 CS3027
 CS3027.The geoid height was determined by GEOID03.
 CS3027
 CS3027;                    North         East     Units Scale Factor Converg.
 CS3027;SPC TXNC     - 2,123,185.535   698,926.960   MT  0.99988437   +0 34 33.4
 CS3027;SPC TXNC     - 6,965,817.88  2,293,062.87   sFT  0.99988437   +0 34 33.4
 CS3027;UTM  14      - 3,627,200.712   645,735.088   MT  0.99986189   +0 50 32.8
 CS3027
 CS3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3027!SPC TXNC     -   0.99997360  x   0.99988437  =   0.99985797
 CS3027!UTM  14      -   0.99997360  x   0.99986189  =   0.99983550
 CS3027
 CS3027:                Primary Azimuth Mark                     Grid Az
 CS3027:SPC TXNC     -  ELEC                                     359 56 51.0
 CS3027:UTM  14      -  ELEC                                     359 40 51.6
 CS3027
 CS3027|---------------------------------------------------------------------|
 CS3027| PID    Reference Object                     Distance      Geod. Az  |
 CS3027|                                                           dddmmss.s |
 CS3027| CS3028 ELEC                                443.229 METERS 0003124.4 |
 CS3027|---------------------------------------------------------------------|
 CS3027
 CS3027                          SUPERSEDED SURVEY CONTROL
 CS3027
 CS3027  ELLIP H (09/11/96)  168.22   (m)                       GP(       ) 4 2
 CS3027  NAD 83(1993)-  32 46 23.02886(N)    097 26 38.34190(W) AD(       ) 3
 CS3027  NAD 83(1993)-  32 46 23.03182(N)    097 26 38.32513(W) AD(       ) 3
 CS3027  NAD 83(1986)-  32 46 23.03214(N)    097 26 38.32498(W) AD(       ) 3
 CS3027  NAD 27      -  32 46 22.56836(N)    097 26 37.25221(W) AD(       ) 3
 CS3027  NGVD 29 (07/19/86)  197.2    (m)          647.     (f) VERT ANG       
 CS3027
 CS3027.Superseded values are not recommended for survey control.
 CS3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3027.See file dsdata.txt to determine how the superseded data were derived.
 CS3027
 CS3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4573527201(NAD 83)
 CS3027_MARKER: DS = TRIANGULATION STATION DISK
 CS3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS3027_STAMPING: RUN 1967
 CS3027_MARK LOGO: CGS   
 CS3027_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS3027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3027+STABILITY: SURFACE MOTION
 CS3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3027+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1995
 CS3027
 CS3027  HISTORY     - Date     Condition        Report By
 CS3027  HISTORY     - 1967     MONUMENTED       CGS
 CS3027  HISTORY     - 19950317 GOOD             NGS
 CS3027
 CS3027                          STATION DESCRIPTION
 CS3027
 CS3027'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3027'THE STATION IS ON PROPERTY OF THE FORT WORTH DIVISION OF
 CS3027'GENERAL DYNAMICS CORPERATION, IN THE VICINITY OF THE FLIGHT
 CS3027'OPERATIONS, ABOUT MIDWAY AND DUE EAST OF THE FOURTH HANGAR
 CS3027'DOOR FROM THE NORTH, AND AT THE EAST EDGE OF THE TAXIWAY.
 CS3027'
 CS3027'STATION MARKS ARE STANDARD DISKS, STAMPED RUN 1967.  THE
 CS3027'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CS3027'WITH THE SURFACE OF GROUND.  IT IS 182 FEET EAST OF THE
 CS3027'EAST EDGE OF THE FOURTH HANGAR FROM THE NORTH, 26 FEET SOUTH
 CS3027'OF A FIRE HYDRANT MAN HOLE COVER, AND 5 FEET EAST OF THE
 CS3027'EAST EDGE OF THE TAXIWAY.
 CS3027'
 CS3027'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CS3027'ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND.
 CS3027
 CS3027                          STATION RECOVERY (1995)
 CS3027
 CS3027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3027'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF THE CENTER OF
 CS3027'FORT WORTH, 5.0 MI (8.0 KM) NORTH NORTHEAST OF BENBROOK, 1.2 MI (1.9
 CS3027'KM) EAST OF WHITE SETTLEMENT AND WEST OF THE RUNWAY AT THE FORT WORTH
 CS3027'NAVEL AIR STATION.  OWNERSHIP--LOCKHEED, BOX 748, FORT WORTH, TX
 CS3027'76101.  CONTACT IN ADVANCE, KEITH WOLFORD, LEAD ENGINEER FACILITIES,
 CS3027'PHONE (817) 777-7959, FAX (817) 777-5143.  NOTE--THIS IS A SECURED
 CS3027'AREA AND A CONTRACTORS BADGE MUST BE OBTAINED, STATIONS ARE ON THE
 CS3027'FLIGHT LINE AND FOD PROCEDURES WILL NEED TO BE FOLLOWED, ESCORT MIGHT
 CS3027'BE REQUIRED.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CS3027'HIGHWAY 30 AND STATE HIGHWAY 341 IN WESTERN FORT WORTH, GO NORTH ON
 CS3027'STATE HIGHWAY 341 (LOCKHEED BLVD) FOR 0.2 MI (0.3 KM) TO A PAVED ROAD
 CS3027'LEFT AND A GATE AHEAD, TURN LEFT AND GO WEST ON CLIFFORD STREET FOR
 CS3027'0.25 MI (0.40 KM) TO GATE NUMBER 2 ON THE RIGHT, TURN RIGHT AND GO
 CS3027'NORTH ON A FACTORY ROAD FOR 0.8 MI (1.3 KM) TO A OVERHEAD TRESTLE,
 CS3027'CONTINUE AHEAD AND GO NORTH FOR 0.4 MI (0.6 KM) TO A CURVE RIGHT (JUST
 CS3027'PAST BUILDING 152) , TURN RIGHT AND GO EAST FOR 0.1 MI (0.2 KM) TO A
 CS3027'T-JUNCTION (BUILDING 102 AHEAD) , TURN LEFT AND GO NORTH FOR 0.25 MI
 CS3027'(0.40 KM) TO A ROAD RIGHT (JUST BEFORE BUILDING 145) , TURN RIGHT AND
 CS3027'GO EAST ALONG THE NORTH SIDE OF A YELLOW GUARD RAIL FOR 0.25 MI (0.40
 CS3027'KM) TO A DEFOD AREA, RAMP AND ABOUT 200 FT (61.0 M) TO THE NORTHEAST
 CS3027'COMPASS ROWS, BEAR RIGHT AND GO SOUTH SOUTHEAST ACROSS THE RAMP FOR
 CS3027'0.1 MI (0.2 KM) TO THE EAST EDGE OF A TAXIWAY, GO SOUTH ALONG THE EAST
 CS3027'EDGE OF THE TAXIWAY FOR 0.5 MI (0.8 KM) TO RUN STATION NUMBERS 26 AND
 CS3027'27 ON THE RIGHT AND THE STATION ON THE LEFT.  THE STATION IS ON LINE
 CS3027'WITH THE CENTER DIVIDER OF RUN BAYS 26 AND 27, 116.7 FT (35.6 M) NORTH
 CS3027'OF THE NORTH EDGE OF A JET BLAST DEFLECTOR (2ND FROM THE SOUTH OF
 CS3027'FIVE) , 26.6 FT (8.1 M) SOUTH OF THE CENTER OF A FIRE HYDRANT COVER
 CS3027'NUMBER 64 AND 5.5 FT (1.7 M) EAST OF THE EAST EDGE OF THE TAXIWAY.
 CS3027'DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0517 ***********************************************************************
 DP0517  DESIGNATION -  RUN ET
 DP0517  PID         -  DP0517
 DP0517  STATE/COUNTY-  TX/STONEWALL
 DP0517  USGS QUAD   -  KIOWA PEAK (1981)
 DP0517
 DP0517                         *CURRENT SURVEY CONTROL
 DP0517  ___________________________________________________________________
 DP0517* NAD 83(1993)-  33 17 18.04513(N)    100 02 58.99293(W)     ADJUSTED  
 DP0517* NAVD 88     -       552.1    (meters)    1811.     (feet)  VERTCON   
 DP0517  ___________________________________________________________________
 DP0517  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 DP0517  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DP0517
 DP0517  HORZ ORDER  -  SECOND
 DP0517
 DP0517.The horizontal coordinates were established by classical geodetic methods
 DP0517.and adjusted by the National Geodetic Survey in February 1996..
 DP0517
 DP0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0517
 DP0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0517
 DP0517.The geoid height was determined by GEOID03.
 DP0517
 DP0517;                    North         East     Units Scale Factor Converg.
 DP0517;SPC TXNC     - 2,180,893.066   455,668.977   MT  0.99988112   -0 50 42.8
 DP0517;SPC TXNC     - 7,155,146.67  1,494,973.97   sFT  0.99988112   -0 50 42.8
 DP0517;UTM  14      - 3,683,745.196   402,257.527   MT  0.99971779   -0 34 34.3
 DP0517
 DP0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0517!SPC TXNC     -   0.99991777  x   0.99988112  =   0.99979890
 DP0517!UTM  14      -   0.99991777  x   0.99971779  =   0.99963559
 DP0517
 DP0517|---------------------------------------------------------------------|
 DP0517| PID    Reference Object                     Distance      Geod. Az  |
 DP0517|                                                           dddmmss.s |
 DP0517| CX8124 RUN ET RM 1                           8.535 METERS 27709     |
 DP0517| DP0515 KIOWA 2 ET                          APPROX. 7.2 KM 3570617.1 |
 DP0517| DP0518 WALK ET                               5.698 METERS 35756     |
 DP0517|---------------------------------------------------------------------|
 DP0517
 DP0517                          SUPERSEDED SURVEY CONTROL
 DP0517
 DP0517  NAD 83(1993)-  33 17 18.04706(N)    100 02 58.99277(W) AD(       ) 2
 DP0517  NAD 83(1986)-  33 17 18.05144(N)    100 02 58.98589(W) AD(       ) 2
 DP0517  NAD 27      -  33 17 17.70808(N)    100 02 57.62906(W) AD(       ) 2
 DP0517  NGVD 29 (07/19/86)  551.9    (m)         1811.     (f) VERT ANG       
 DP0517
 DP0517.Superseded values are not recommended for survey control.
 DP0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0517.See file dsdata.txt to determine how the superseded data were derived.
 DP0517
 DP0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0225883745(NAD 83)
 DP0517_MARKER: DD = SURVEY DISK
 DP0517_SETTING: 0 = UNSPECIFIED SETTING
 DP0517
 DP0517  HISTORY     - Date     Condition        Report By
 DP0517  HISTORY     - 1966     MONUMENTED       USGS
 DP0517
 DP0517                          STATION DESCRIPTION
 DP0517
 DP0517'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (CFL)
 DP0517'LOCATED NORTH 45 DEG EAST, ABOUT 14 MILES (AIRLINE) FROM
 DP0517'ASPERMONT, TEXAS.  AND NORTH 2 DEG EAST, ABOUT 11 MILES
 DP0517'(AIRLINE) FROM OLD GLORY, TEXAS, ON TOP OF THE NORTHWEST 1 OF 2
 DP0517'LONE HILLS, AND 5.0 FEET WEST OF A USGS WITNESS SIGN ON A METAL
 DP0517'POST.  THE STATION CAN BE LOCATED FROM THE LUBBOCK (NI 14-7),
 DP0517'1--250,000 SERIES MAP.
 DP0517'
 DP0517'THE STATION WAS MONUMENTED AND OBSERVED IN 1967.
 DP0517'
 DP0517'STATION MARK--A USGS BRONZE TABLET CRIMPED TO AN 18-INCH
 DP0517'COPPERCOATED ROD, CEMENTED IN BEDROCK BELOW GROUND SURFACE CENTERED
 DP0517'IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET
 DP0517'IS FLUSH WITH THE GROUND AND IS STAMPED RUN ET 1966.
 DP0517'
 DP0517'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET, CRIMPED TO AN
 DP0517'18-INCH COPPERCOATED ROD CEMENTED IN BEDROCK BELOW GROUND
 DP0517'SURFACE, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DP0517'GRAVEL.  RM IS 28.01 FEET (8.535 METERS) WEST FROM THE
 DP0517'STATION.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED RUN
 DP0517'ET NO. 1 1966.
 DP0517'
 DP0517'REFERENCE MARK NO. 2--A PREVIOUSLY ESTABLISHED USGS ALUMINUM
 DP0517'STATION MARK TABLET, STAMPED WALK ET 1962, RIVETED TO A 3/4-INCH
 DP0517'PIPE, DRIVEN INTO THE GROUND, PROJECTING 0.5 FEET.  RM NO. 2 IS
 DP0517'LOCATED 18.70 (5.698 METERS) NORTH FROM THE STATION MARK.  NEW
 DP0517'STAMPING ADDED IN 1967, IS RUN ET NO. 2 1962-66.
 DP0517'
 DP0517'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARKS IS 31.08 FEET
 DP0517'(9.471 METERS).  STATION KIOWA ET 1966 IS VISIBLE FROM THE GROUND
 DP0517'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2177 ***********************************************************************
 AN2177  DESIGNATION -  RUNGE TALLEST CHURCH SPIRE
 AN2177  PID         -  AN2177
 AN2177  STATE/COUNTY-  TX/KARNES
 AN2177  USGS QUAD   -  RUNGE (1987)
 AN2177
 AN2177                         *CURRENT SURVEY CONTROL
 AN2177  ___________________________________________________________________
 AN2177* NAD 83(1993)-  28 53 11.31996(N)    097 42 44.45388(W)     ADJUSTED  
 AN2177* NAVD 88     -                                                        
 AN2177  ___________________________________________________________________
 AN2177  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AN2177  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN2177
 AN2177  HORZ ORDER  -  THIRD
 AN2177
 AN2177.The horizontal coordinates were established by classical geodetic methods
 AN2177.and adjusted by the National Geodetic Survey in February 1996..
 AN2177
 AN2177
 AN2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2177
 AN2177.The geoid height was determined by GEOID03.
 AN2177
 AN2177;                    North         East     Units Scale Factor Converg.
 AN2177;SPC TXSC     - 4,117,408.840   725,588.326   MT  0.99989366   +0 37 51.0
 AN2177;SPC TXSC     -13,508,532.17  2,380,534.37   sFT  0.99989366   +0 37 51.0
 AN2177;UTM  14      - 3,196,090.076   625,559.656   MT  0.99979455   +0 37 19.6
 AN2177
 AN2177                          SUPERSEDED SURVEY CONTROL
 AN2177
 AN2177  NAD 83(1986)-  28 53 11.32416(N)    097 42 44.43631(W) AD(       ) 4
 AN2177  NAD 27      -  28 53 10.40500(N)    097 42 43.44100(W) AD(       ) 3
 AN2177
 AN2177.Superseded values are not recommended for survey control.
 AN2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2177.See file dsdata.txt to determine how the superseded data were derived.
 AN2177
 AN2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2556096090(NAD 83)
 AN2177_MARKER: 90 = CHURCH SPIRE
 AN2177
 AN2177  HISTORY     - Date     Condition        Report By
 AN2177  HISTORY     - 1904     FIRST OBSERVED   CGS
 AN2177  HISTORY     - 1935     GOOD             CGS
 AN2177
 AN2177                          STATION DESCRIPTION
 AN2177
 AN2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AN2177'THE SPIRE DESCRIBED WAS EITHER THE SPIRE OF THE CATHOLIC
 AN2177'CHURCH OR THE SPIRE OF THE EPISCOPAL CHURCH OF RUNGE.  BOTH
 AN2177'SPIRES ARE STILL STANDING UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1127 ***********************************************************************
 CT1127  DESIGNATION -  RUNNELS GAS PROD COR MICROWAVE
 CT1127  PID         -  CT1127
 CT1127  STATE/COUNTY-  TX/RUNNELS
 CT1127  USGS QUAD   -  BALD KNOB (1967)
 CT1127
 CT1127                         *CURRENT SURVEY CONTROL
 CT1127  ___________________________________________________________________
 CT1127* NAD 83(1993)-  32 00 13.60111(N)    099 45 40.54906(W)     ADJUSTED  
 CT1127* NAVD 88     -                                                        
 CT1127  ___________________________________________________________________
 CT1127  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CT1127  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CT1127
 CT1127  HORZ ORDER  -  THIRD
 CT1127
 CT1127.The horizontal coordinates were established by classical geodetic methods
 CT1127.and adjusted by the National Geodetic Survey in February 1996..
 CT1127
 CT1127
 CT1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1127
 CT1127.The geoid height was determined by GEOID03.
 CT1127
 CT1127;                    North         East     Units Scale Factor Converg.
 CT1127;SPC TX C     - 3,259,235.136   754,056.078   MT  1.00003458   +0 17 40.7
 CT1127;SPC TX C     -10,693,007.28  2,473,932.32   sFT  1.00003458   +0 17 40.7
 CT1127;SPC TXNC     - 2,038,099.301   480,822.411   MT  1.00003840   -0 41 16.4
 CT1127;SPC TXNC     - 6,686,664.12  1,577,498.19   sFT  1.00003840   -0 41 16.4
 CT1127;UTM  14      - 3,541,107.630   428,096.596   MT  0.99966376   -0 24 12.5
 CT1127
 CT1127                          SUPERSEDED SURVEY CONTROL
 CT1127
 CT1127  NAD 83(1986)-  32 00 13.60882(N)    099 45 40.53521(W) AD(       ) 4
 CT1127  NAD 27      -  32 00 13.08700(N)    099 45 39.24300(W) AD(       ) 3
 CT1127
 CT1127.Superseded values are not recommended for survey control.
 CT1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1127.See file dsdata.txt to determine how the superseded data were derived.
 CT1127
 CT1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2809741108(NAD 83)
 CT1127_MARKER: 44 = MICROWAVE MAST
 CT1127
 CT1127  HISTORY     - Date     Condition        Report By
 CT1127  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1127
 CT1127                          STATION DESCRIPTION
 CT1127
 CT1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1127'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS 5 MILES
 CT1127'NORTH OF CREWS AND 1 MILE NORTH OF THE INTERSECTION OF FARM
 CT1127'ROADS 382 AND 1770, ON A LOW RIDGE.
 CT1127'
 CT1127'THE MAST IS A RED AND WHITE STEEL STRUCTURE 214 FEET HIGH AND
 CT1127'HAS A REFLECTOR ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0853 ***********************************************************************
 EN0853  DESIGNATION -  RUNNING
 EN0853  PID         -  EN0853
 EN0853  STATE/COUNTY-  TX/HALE
 EN0853  USGS QUAD   -  PLAINVIEW SE (1968)
 EN0853
 EN0853                         *CURRENT SURVEY CONTROL
 EN0853  ___________________________________________________________________
 EN0853* NAD 83(1993)-  34 02 28.92719(N)    101 34 22.25849(W)     ADJUSTED  
 EN0853* NAVD 88     -       997.     (meters)    3271.     (feet)  SCALED    
 EN0853  ___________________________________________________________________
 EN0853  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 EN0853  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EN0853
 EN0853  HORZ ORDER  -  SECOND
 EN0853
 EN0853.The horizontal coordinates were established by classical geodetic methods
 EN0853.and adjusted by the National Geodetic Survey in February 1996..
 EN0853
 EN0853.The orthometric height was scaled from a topographic map.
 EN0853
 EN0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0853
 EN0853.The geoid height was determined by GEOID03.
 EN0853
 EN0853;                    North         East     Units Scale Factor Converg.
 EN0853;SPC TXNC     - 2,267,495.388   316,287.445   MT  1.00002169   -1 40 33.3
 EN0853;SPC TXNC     - 7,439,274.45  1,037,686.39   sFT  1.00002169   -1 40 33.3
 EN0853;UTM  14      - 3,769,729.269   262,488.126   MT  1.00029545   -1 26 27.4
 EN0853
 EN0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0853!SPC TXNC     -   0.99984758  x   1.00002169  =   0.99986927
 EN0853!UTM  14      -   0.99984758  x   1.00029545  =   1.00014299
 EN0853
 EN0853|---------------------------------------------------------------------|
 EN0853| PID    Reference Object                     Distance      Geod. Az  |
 EN0853|                                                           dddmmss.s |
 EN0853| CJ8363 RUNNING RM 1                         24.063 METERS 18448     |
 EN0853| CJ8362 RUNNING AZ MK                                      1864348.6 |
 EN0853| CJ8364 RUNNING RM 2                         22.698 METERS 27522     |
 EN0853|---------------------------------------------------------------------|
 EN0853
 EN0853                          SUPERSEDED SURVEY CONTROL
 EN0853
 EN0853  NAD 83(1993)-  34 02 28.93088(N)    101 34 22.25373(W) AD(       ) 2
 EN0853  NAD 83(1986)-  34 02 28.93330(N)    101 34 22.25269(W) AD(       ) 2
 EN0853  NAD 27      -  34 02 28.66233(N)    101 34 20.65184(W) AD(       ) 2
 EN0853
 EN0853.Superseded values are not recommended for survey control.
 EN0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0853.See file dsdata.txt to determine how the superseded data were derived.
 EN0853
 EN0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC6248869729(NAD 83)
 EN0853_MARKER: DS = TRIANGULATION STATION DISK
 EN0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0853
 EN0853  HISTORY     - Date     Condition        Report By
 EN0853  HISTORY     - 1964     MONUMENTED       CGS
 EN0853
 EN0853                          STATION DESCRIPTION
 EN0853
 EN0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0853'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF PLAINVIEW, 11-1/2
 EN0853'MILES NORTH NORTHEAST OF PETERSBURG, 9-1/2 MILES SOUTHWEST OF
 EN0853'LOCKNEY, ON THE HIGHEST POINT OF A LOW HILL IN PASTURE LAND OWNED BY
 EN0853'O.B. GROSS.
 EN0853'
 EN0853'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE IN
 EN0853'FLOYDADA, GO WEST ON TEXAS STATE HIGHWAY 207 FOR 0.4 MILE TO ITS
 EN0853'JUNCTION WITH U.S. HIGHWAY 70 AND TEXAS FARM ROAD 784.  CONTINUE
 EN0853'WEST ON TEXAS FARM ROAD 784 FOR 8.55 MILES TO ITS JUNCTION WITH
 EN0853'FARM ROAD 378.  CONTINUE WEST ON FARM ROAD 784 FOR 2.7 MILES TO A
 EN0853'RAILROAD CROSSING, CONTINUE WEST FOR 2.7 MILES TO A GRADED CROSS
 EN0853'ROAD.  TURN RIGHT AND GO NORTH FOR 1.65 MILES TO A CROSS ROAD,
 EN0853'CONTINUE NORTH FOR 1.05 MILES TO THE AZIMUTH MARK ON THE RIGHT
 EN0853'AND A FIELD ROAD ON THE LEFT.  CONTINUE AHEAD, NORTH, FOR 0.3 MILE
 EN0853'TO A WHITE HOUSE ON THE LEFT, A FIELD ROAD ON THE RIGHT AND A
 EN0853'WIRE GATE AT THE SOUTHWEST CORNER OF A PASTURE.  TURN RIGHT AND
 EN0853'PASS THROUGH THE GATE AND GO NORTHEAST ACROSS THE PASTURE FOR
 EN0853'0.05 MILE TO THE HIGHEST POINT AND THE STATION.
 EN0853'
 EN0853'THE STATION MARK IS A STANDARD DISK, STAMPED RUNNING 1964, SET IN
 EN0853'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 EN0853'THE GROUND SURFACE.  IT IS 260 FEET EAST OF A NORTH-SOUTH FENCE,
 EN0853'178 FEET NORTH OF AN EAST-WEST FENCE, AND 20 FEET WEST NORTHWEST OF
 EN0853'THE APPROXIMATE CENTER OF A DRAINAGE DITCH.
 EN0853'
 EN0853'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RUNNING NO 1 1964, SET
 EN0853'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 EN0853'THE GROUND.  IT IS 101 FEET NORTH OF THE EAST-WEST FENCE AND ON THE
 EN0853'SOUTH SLOPE OF THE HILL ABOUT 2 FEET LOWER THAN THE STATION.
 EN0853'
 EN0853'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RUNNING NO 2 1964, SET
 EN0853'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 EN0853'THE GROUND.  IT IS 185 FEET EAST OF THE NORTH-SOUTH FENCE, AND ON
 EN0853'THE WEST SLOPE OF THE HILL ABOUT 1-1/2 FEET LOWER THAN THE
 EN0853'STATION.
 EN0853'
 EN0853'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RUNNING 1964, SET IN THE
 EN0853'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 EN0853'ABOVE THE GROUND.  IT IS 25 FEET EAST OF THE CENTER OF THE JUNCTION
 EN0853'OF THE BLADED ROAD AND THE FIELD ROAD, 2.7 FEET SOUTH OF A WITNESS
 EN0853'POST AND 1.9 FEET NORTH OF A POWER LINE POLE.
 EN0853'
 EN0853'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2975 ***********************************************************************
 BX2975  DESIGNATION -  RUNYON
 BX2975  PID         -  BX2975
 BX2975  STATE/COUNTY-  TX/NEWTON
 BX2975  USGS QUAD   -  WIERGATE SE (1985)
 BX2975
 BX2975                         *CURRENT SURVEY CONTROL
 BX2975  ___________________________________________________________________
 BX2975* NAD 83(1993)-  31 04 30.77779(N)    093 33 01.05578(W)     ADJUSTED  
 BX2975* NAVD 88     -        78.3    (meters)     257.     (feet)  VERTCON   
 BX2975  ___________________________________________________________________
 BX2975  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 BX2975  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BX2975
 BX2975  HORZ ORDER  -  FIRST
 BX2975
 BX2975.The horizontal coordinates were established by classical geodetic methods
 BX2975.and adjusted by the National Geodetic Survey in February 1996..
 BX2975
 BX2975.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2975
 BX2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2975
 BX2975.The geoid height was determined by GEOID03.
 BX2975
 BX2975;                    North         East     Units Scale Factor Converg.
 BX2975;SPC TX C     - 3,175,871.268 1,346,823.203   MT  0.99988257   +3 29 37.2
 BX2975;SPC TX C     -10,419,504.32  4,418,702.46   sFT  0.99988257   +3 29 37.2
 BX2975;SPC LA N     -    64,264.621   899,770.699   MT  1.00002199   -0 33 19.0
 BX2975;SPC LA N     -   210,841.51  2,951,997.70   sFT  1.00002199   -0 33 19.0
 BX2975;UTM  15      - 3,438,067.929   447,506.569   MT  0.99963399   -0 17 02.6
 BX2975
 BX2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2975!SPC TX C     -   0.99999199  x   0.99988257  =   0.99987457
 BX2975!SPC LA N     -   0.99999199  x   1.00002199  =   1.00001398
 BX2975!UTM  15      -   0.99999199  x   0.99963399  =   0.99962599
 BX2975
 BX2975|---------------------------------------------------------------------|
 BX2975| PID    Reference Object                     Distance      Geod. Az  |
 BX2975|                                                           dddmmss.s |
 BX2975| CV9167 RUNYON RM 3                          70.942 METERS 10719     |
 BX2975| CV9165 RUNYON RM 1                          24.853 METERS 12054     |
 BX2975| BK3073 EVANS                               APPROX.14.8 KM 1341426.9 |
 BX2975| CV9166 RUNYON RM 2                          26.176 METERS 26035     |
 BX2975|---------------------------------------------------------------------|
 BX2975
 BX2975                          SUPERSEDED SURVEY CONTROL
 BX2975
 BX2975  NAD 83(1993)-  31 04 30.78051(N)    093 33 01.05447(W) AD(       ) 1
 BX2975  NAD 83(1986)-  31 04 30.78608(N)    093 33 01.05410(W) AD(       ) 1
 BX2975  NAD 27      -  31 04 30.10117(N)    093 33 00.43490(W) AD(       ) 1
 BX2975  NGVD 29 (07/19/86)   78.4    (m)          257.     (f) VERT ANG       
 BX2975
 BX2975.Superseded values are not recommended for survey control.
 BX2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2975.See file dsdata.txt to determine how the superseded data were derived.
 BX2975
 BX2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4750738068(NAD 83)
 BX2975_MARKER: DS = TRIANGULATION STATION DISK
 BX2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2975
 BX2975  HISTORY     - Date     Condition        Report By
 BX2975  HISTORY     - 1972     MONUMENTED       NGS
 BX2975
 BX2975                          STATION DESCRIPTION
 BX2975
 BX2975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2975'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES AND BRUSH ON
 BX2975'LINE.  NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 BX2975'
 BX2975'THE STATION IS LOCATED ABOUT 8-3/4 MILES NORTHEAST OF BURKEVILLE, 2
 BX2975'MILES WEST-NORTHWEST OF POINT WHERE STATE HIGHWAY 63 CROSSES THE
 BX2975'SABINE RIVER (TEXAS-LOUISIANA STATE LINE), 1/2 MILE NORTH OF STATE
 BX2975'HIGHWAY 63 AND 1/4 MILE SOUTH OF A CURVE IN SABINE RIVER, ON THE
 BX2975'HIGHEST HILL IN THE IMMEDIATE AREA AND ON THE PROPERTY OF MR. C.
 BX2975'S.  JONES, 3603 NORTH STREET, NACOGDOCHES, TEXAS, 75961.
 BX2975'
 BX2975'TO REACH THE STATION FROM THE POST OFFICE IN BURKEVILLE, GO EASTERLY
 BX2975'AND NORTHEASTERLY ON STATE HIGHWAY 63 FOR 3.3 MILES TO THE JUNCTION
 BX2975'OF FARM ROAD 2991 ON THE RIGHT.  CONTINUE AHEAD NORTHEASTERLY ON
 BX2975'STATE HIGHWAY 63 FOR 5.5 MILES TO A REST AREA ON THE LEFT.
 BX2975'CONTINUE NORTHEAST ON STATE HIGHWAY 63 FOR 0.1 MILE TO A WIRE GATE
 BX2975'ON THE LEFT.  TURN LEFT AND GO NORTH, THROUGH WIRE GATE, ON
 BX2975'TRACK ROAD FOR 0.25 MILE TO A DIM WOODS ROAD LEFT.  TURN LEFT AND
 BX2975'GO NORTHWEST ON WOODS ROAD FOR 0.25 MILE TO THE STATION ON THE
 BX2975'RIGHT AT THE TOP OF A SMALL KNOLL.
 BX2975'
 BX2975'THE STATION MARKS ARE STANDARD DISKS STAMPED RUNYON 1972.  THE
 BX2975'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2975'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BX2975'45 FEET WEST-NORTHWEST OF AN 18-INCH OAK TREE WITH TRIANGULAR
 BX2975'BLAZE, 18 FEET SOUTH OF A 24-INCH PINE TREE WITH TRIANGULAR BLAZE,
 BX2975'18 FEET EAST OF A 16-INCH PINE TREE WITH TRIANGULAR BLAZE AND 5.5
 BX2975'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  THE
 BX2975'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2975'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2975'
 BX2975'REFERENCE MARK 1, A STANDARD DISK STAMPED RUNYON NO 1 1972, IS SET
 BX2975'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMET THAT PROJECTS
 BX2975'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTHEAST OF AN
 BX2975'18-INCH OAK TREE WITH TRIANGULAR BLAZE AND 14 FEET NORTH OF A
 BX2975'24-INCH OAK TREE WITH TRIANGULAR BLAZE.
 BX2975'
 BX2975'REFERENCE MARK 2, A STANDARD DISK STAMPED RUNYON NO 2 1972, IS SET
 BX2975'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2975'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET WEST OF A 36-INCH
 BX2975'OAK TREE AND 34 FEET EAST OF THE DIM TRACK ROAD.
 BX2975'
 BX2975'REFERENCE MARK 3, A STANDARD DISK STAMPED RUNYON NO 3 1972, IS SET IN
 BX2975'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 BX2975'INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET NORTH-NORTHWEST OF
 BX2975'THE DIM WOODS ROAD, 16 FEET WEST-SOUTHWEST OF A 24-INCH PINE TREE
 BX2975'AND 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 BX2975'
 BX2975'NEAREST TOWN--BURKEVILLE.
 BX2975'
 BX2975'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0684 ***********************************************************************
 AO0684  DESIGNATION -  RURAL ABANDONED CATH CH SPIRE
 AO0684  PID         -  AO0684
 AO0684  STATE/COUNTY-  TX/LA SALLE
 AO0684  USGS QUAD   -  CHARCO MARRANO CREEK (1974)
 AO0684
 AO0684                         *CURRENT SURVEY CONTROL
 AO0684  ___________________________________________________________________
 AO0684* NAD 83(1993)-  28 20 40.81592(N)    099 00 06.58617(W)     ADJUSTED  
 AO0684* NAVD 88     -                                                        
 AO0684  ___________________________________________________________________
 AO0684  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AO0684  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AO0684
 AO0684  HORZ ORDER  -  THIRD
 AO0684
 AO0684.The horizontal coordinates were established by classical geodetic methods
 AO0684.and adjusted by the National Geodetic Survey in February 1996..
 AO0684
 AO0684
 AO0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0684
 AO0684.The geoid height was determined by GEOID03.
 AO0684
 AO0684;                    North         East     Units Scale Factor Converg.
 AO0684;SPC TXSC     - 4,056,672.616   599,820.622   MT  1.00001132   -0 00 03.2
 AO0684;SPC TXSC     -13,309,266.74  1,967,911.49   sFT  1.00001132   -0 00 03.2
 AO0684;UTM  14      - 3,135,384.314   499,820.695   MT  0.99960000   -0 00 03.1
 AO0684
 AO0684                          SUPERSEDED SURVEY CONTROL
 AO0684
 AO0684  NAD 83(1986)-  28 20 40.82956(N)    099 00 06.56182(W) AD(       ) 4
 AO0684  NAD 27      -  28 20 39.85000(N)    099 00 05.46000(W) AD(       ) 3
 AO0684
 AO0684.Superseded values are not recommended for survey control.
 AO0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0684.See file dsdata.txt to determine how the superseded data were derived.
 AO0684
 AO0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9982135384(NAD 83)
 AO0684_MARKER: 90 = CHURCH SPIRE
 AO0684
 AO0684  HISTORY     - Date     Condition        Report By
 AO0684  HISTORY     - 1935     FIRST OBSERVED   CGS
 AO0684
 AO0684                          STATION DESCRIPTION
 AO0684
 AO0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0684'POINT OBSERVED UPON IS TIP OF SPIRE, OF FRAME BUILDING,
 AO0684'COUNTRY CHURCH BUILT IN 1925, USED ONE YEAR AND ABANDONED.
 AO0684'LOCATED 8-1/2 MILES S OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1435 ***********************************************************************
 AH1435  DESIGNATION -  RUSH 1938
 AH1435  PID         -  AH1435
 AH1435  STATE/COUNTY-  TX/KLEBERG
 AH1435  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1435
 AH1435                         *CURRENT SURVEY CONTROL
 AH1435  ___________________________________________________________________
 AH1435* NAD 83(1993)-  27 25 43.04250(N)    097 17 50.78734(W)     ADJUSTED  
 AH1435* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AH1435  ___________________________________________________________________
 AH1435  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1435  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH1435
 AH1435  HORZ ORDER  -  THIRD
 AH1435
 AH1435.The horizontal coordinates were established by classical geodetic methods
 AH1435.and adjusted by the National Geodetic Survey in February 1996..
 AH1435
 AH1435.The orthometric height was scaled from a topographic map.
 AH1435
 AH1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1435
 AH1435.The geoid height was determined by GEOID03.
 AH1435
 AH1435;                    North         East     Units Scale Factor Converg.
 AH1435;SPC TX S     - 5,195,778.204   418,892.983   MT  0.99992252   +0 32 45.5
 AH1435;SPC TX S     -17,046,482.32  1,374,318.06   sFT  0.99992252   +0 32 45.5
 AH1435;UTM  14      - 3,035,062.625   668,288.918   MT  0.99994960   +0 47 04.0
 AH1435
 AH1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1435!SPC TX S     -   1.00000195  x   0.99992252  =   0.99992447
 AH1435!UTM  14      -   1.00000195  x   0.99994960  =   0.99995155
 AH1435
 AH1435                          SUPERSEDED SURVEY CONTROL
 AH1435
 AH1435  NAD 83(1986)-  27 25 43.05512(N)    097 17 50.76504(W) AD(       ) 3
 AH1435  NAD 27      -  27 25 41.90100(N)    097 17 49.81000(W) AD(       ) 3
 AH1435
 AH1435.Superseded values are not recommended for survey control.
 AH1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1435.See file dsdata.txt to determine how the superseded data were derived.
 AH1435
 AH1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6828935063(NAD 83)
 AH1435_MARKER: DS = TRIANGULATION STATION DISK
 AH1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1435
 AH1435  HISTORY     - Date     Condition        Report By
 AH1435  HISTORY     - 1938     MONUMENTED       CGS
 AH1435  HISTORY     - 1939     GOOD             CGS
 AH1435  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1435
 AH1435                          STATION DESCRIPTION
 AH1435
 AH1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1435'STATION IS 29.16 MILES S OF THE FISH PIER AT THE S JETTY AT
 AH1435'ARANSAS PASS.  STATION IS LOCATED ON THE SECOND ROW OF DUNES
 AH1435'W OF THE GULF BEACH ON THE N PEAK OF A TWIN PEAK DUNE, THE
 AH1435'PEAKS ARE ABOUT 60 METERS APART.  THE FIRST ROW OF DUNES
 AH1435'ARE ABOUT 2 OR 3 FEET IN ELEVATION AND EXTEND ABOUT 100
 AH1435'METERS ALONG THE BEACH.  DUE E OF THE STATION IS A DUNE
 AH1435'THAT IS ABOUT TEN FEET HIGH.
 AH1435'
 AH1435'THIS STATION IS MARKED WITH A STANDARD DISK SET IN A CONCRETE
 AH1435'POST SIX INCHES SQUARE, 3-1/2 FEET LONG AND SET FLUSH WITH
 AH1435'THE SURFACE.  MARK IS STAMPED RUSH 1938.
 AH1435'
 AH1435'NO UNDERGROUND MARK.
 AH1435'
 AH1435'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 25 FEET.
 AH1435'
 AH1435'POSITION COMPUTED FROM TRIANGULATION P.L.B. 1939.
 AH1435
 AH1435                          STATION RECOVERY (1949)
 AH1435
 AH1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1435'AT THE POSITION DETERMINED BY PLOTTING AND BY THE DESCRIPTION,
 AH1435'A 6- BY 6-INCH CONCRETE POST ABOUT 3 FEET LONG WAS FOUND
 AH1435'LYING HORIZONTALLY AND CONTAINING AN UNSTAMPED HYDROGRAPHIC
 AH1435'STATION DISK IN ONE END.  DISK WAS REMOVED BY THIS PARTY.
 AH1435'
 AH1435'RECOMMEND STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0826 ***********************************************************************
 EN0826  DESIGNATION -  RUSHING
 EN0826  PID         -  EN0826
 EN0826  STATE/COUNTY-  TX/FLOYD
 EN0826  USGS QUAD   -  WEST OF DICK MOORE CANYON (1966)
 EN0826
 EN0826                         *CURRENT SURVEY CONTROL
 EN0826  ___________________________________________________________________
 EN0826* NAD 83(1993)-  34 03 03.97917(N)    101 13 15.37804(W)     ADJUSTED  
 EN0826* NAVD 88     -       959.     (meters)    3146.     (feet)  SCALED    
 EN0826  ___________________________________________________________________
 EN0826  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 EN0826  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EN0826
 EN0826  HORZ ORDER  -  SECOND
 EN0826
 EN0826.The horizontal coordinates were established by classical geodetic methods
 EN0826.and adjusted by the National Geodetic Survey in February 1996..
 EN0826
 EN0826.The orthometric height was scaled from a topographic map.
 EN0826
 EN0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0826
 EN0826.The geoid height was determined by GEOID03.
 EN0826
 EN0826;                    North         East     Units Scale Factor Converg.
 EN0826;SPC TXNC     - 2,267,679.094   348,799.226   MT  1.00002465   -1 29 02.3
 EN0826;SPC TXNC     - 7,439,877.16  1,144,352.13   sFT  1.00002465   -1 29 02.3
 EN0826;UTM  14      - 3,770,047.783   295,004.764   MT  1.00011805   -1 14 38.4
 EN0826
 EN0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0826!SPC TXNC     -   0.99985366  x   1.00002465  =   0.99987831
 EN0826!UTM  14      -   0.99985366  x   1.00011805  =   0.99997169
 EN0826
 EN0826|---------------------------------------------------------------------|
 EN0826| PID    Reference Object                     Distance      Geod. Az  |
 EN0826|                                                           dddmmss.s |
 EN0826| CJ8369 RUSHING RM 1                         18.717 METERS 06312     |
 EN0826| CJ8368 RUSHING AZ MK                                      2704635.7 |
 EN0826| CJ8370 RUSHING RM 2                         26.636 METERS 33312     |
 EN0826|---------------------------------------------------------------------|
 EN0826
 EN0826                          SUPERSEDED SURVEY CONTROL
 EN0826
 EN0826  NAD 83(1993)-  34 03 03.98155(N)    101 13 15.37570(W) AD(       ) 2
 EN0826  NAD 83(1986)-  34 03 03.98490(N)    101 13 15.37223(W) AD(       ) 2
 EN0826  NAD 27      -  34 03 03.70984(N)    101 13 13.82173(W) AD(       ) 2
 EN0826
 EN0826.Superseded values are not recommended for survey control.
 EN0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0826.See file dsdata.txt to determine how the superseded data were derived.
 EN0826
 EN0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9500570048(NAD 83)
 EN0826_MARKER: DS = TRIANGULATION STATION DISK
 EN0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0826
 EN0826  HISTORY     - Date     Condition        Report By
 EN0826  HISTORY     - 1964     MONUMENTED       CGS
 EN0826
 EN0826                          STATION DESCRIPTION
 EN0826
 EN0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0826'THE STATION IS ABOUT 13-1/2 MILES EAST-SOUTHEAST OF LOCKNEY, 10-1/2
 EN0826'MILES NORTHWEST OF DOUGHERTY AND 8 MILES NORTHEAST OF FLOYDADA, ON
 EN0826'PROPERTY OWNED BY MR. LEE RUSHING.
 EN0826'
 EN0826'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 EN0826'SQUARE IN FLOYDADA, GO EAST ON STATE HIGHWAY 207 FOR 0.45 MILE TO A
 EN0826'FORK.  TAKE THE LEFT FORK AND GO NORTH ON HIGHWAY 207 FOR 4.65
 EN0826'MILES TO FARM ROAD 786 ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 EN0826'FARM ROAD 786 FOR 5.4 MILES TO THE AZIMUTH MARK ON THE LEFT.
 EN0826'CONTINUE EAST ON THE FARM ROAD FOR 0.5 MILE TO WHERE THE FARM ROAD
 EN0826'TURNS LEFT, NORTH, AND A GRADED ROAD CONTINUES STRAIGHT AHEAD.
 EN0826'CONTINUE STRAIGHT AHEAD, EAST, ON GRADED ROAD FOR 0.25 MILE TO A
 EN0826'PAVED T-ROAD, A METAL GATE ON THE EAST SIDE OF THE PAVED ROAD AND
 EN0826'THE STATION JUST PAST THE GATE.
 EN0826'
 EN0826'STATION MARK IS A STANDARD DISK, STAMPED RUSHING 1964, SET IN THE TOP
 EN0826'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 EN0826'IS 110 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 83 FEET
 EN0826'SOUTHEAST OF THE SOUTH GATE POST OF THE METAL GATE, 105 FEET
 EN0826'SOUTHEAST OF A POWERLINE POLE, 70.7 FEET EAST OF A NORTH-SOUTH
 EN0826'FENCE LINE, 43 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD, 14
 EN0826'FEET NORTH OF AN EAST-WEST FENCE LINE AND 3.7 FEET SOUTHEAST OF A
 EN0826'WITNESS POST.
 EN0826'
 EN0826'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RUSHING NO 1 1964, SET
 EN0826'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EN0826'SURFACE.  IT IS 127.4 FEET EAST OF THE SOUTH GATE POST, 41.4 FEET
 EN0826'NORTH OF THE EAST-WEST FENCE LINE, 15 FEET SOUTH OF THE CENTERLINE
 EN0826'OF THE TRACK ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0826'
 EN0826'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RUSHING NO 2 1964, SET
 EN0826'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0826'IT IS 72 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 46 FEET
 EN0826'NORTHEAST OF THE SOUTH GATE POST, 32 FEET NORTH OF THE
 EN0826'CENTERLINE OF THE TRACK ROAD, 30 FEET EAST OF THE POWERLINE POLE
 EN0826'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0826'
 EN0826'AZIMUTH MARK IS A STANDARD DISK, STAMPED RUSHING 1964, SET IN THE TOP
 EN0826'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 38
 EN0826'FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, 2.6 FEET SOUTH OF A
 EN0826'TRANSFORMER POLE, 2.3 FEET EAST-SOUTHEAST OF A WITNESS POST
 EN0826'AND 1 FOOT SOUTH OF A WIRE FENCE.
 EN0826'
 EN0826'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2706 ***********************************************************************
 BY2706  DESIGNATION -  RUSK LOOKOUT TOWER 1942
 BY2706  PID         -  BY2706
 BY2706  STATE/COUNTY-  TX/CHEROKEE
 BY2706  USGS QUAD   -  ATOY (1973)
 BY2706
 BY2706                         *CURRENT SURVEY CONTROL
 BY2706  ___________________________________________________________________
 BY2706* NAD 83(1993)-  31 48 15.83316(N)    095 07 00.23768(W)     ADJUSTED  
 BY2706* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 BY2706  ___________________________________________________________________
 BY2706  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BY2706  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY2706
 BY2706  HORZ ORDER  -  SECOND
 BY2706
 BY2706.The horizontal coordinates were established by classical geodetic methods
 BY2706.and adjusted by the National Geodetic Survey in February 1996..
 BY2706
 BY2706.The orthometric height was scaled from a topographic map.
 BY2706
 BY2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2706
 BY2706.The geoid height was determined by GEOID03.
 BY2706
 BY2706;                    North         East     Units Scale Factor Converg.
 BY2706;SPC TX C     - 3,248,567.763 1,193,785.550   MT  0.99997975   +2 41 12.7
 BY2706;SPC TX C     -10,658,009.40  3,916,611.43   sFT  0.99997975   +2 41 12.7
 BY2706;SPC TXNC     - 2,020,432.929   920,351.391   MT  1.00010733   +1 50 42.8
 BY2706;SPC TXNC     - 6,628,703.70  3,019,519.52   sFT  1.00010733   +1 50 42.8
 BY2706;UTM  15      - 3,520,706.308   299,619.580   MT  1.00009522   -1 06 57.4
 BY2706
 BY2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2706!SPC TX C     -   0.99996822  x   0.99997975  =   0.99994797
 BY2706!SPC TXNC     -   0.99996822  x   1.00010733  =   1.00007555
 BY2706!UTM  15      -   0.99996822  x   1.00009522  =   1.00006344
 BY2706
 BY2706                          SUPERSEDED SURVEY CONTROL
 BY2706
 BY2706  NAD 83(1986)-  31 48 15.84344(N)    095 07 00.22372(W) AD(       ) 2
 BY2706  NAD 27      -  31 48 15.22390(N)    095 06 59.42820(W) AD(       ) 2
 BY2706
 BY2706.Superseded values are not recommended for survey control.
 BY2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2706.See file dsdata.txt to determine how the superseded data were derived.
 BY2706
 BY2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR9962020706(NAD 83)
 BY2706_MARKER: 57 = LOOKOUT TOWER
 BY2706
 BY2706  HISTORY     - Date     Condition        Report By
 BY2706  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2706  HISTORY     - 20040216 MARK NOT FOUND   USPSQD
 BY2706
 BY2706                          STATION DESCRIPTION
 BY2706
 BY2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2706'STATION IS ABOUT 2 MILES ENE OF RUSK, ON THE NEW BURMINGHAM
 BY2706'DEVELOPMENT COMPANYS PROPERTY.  IT IS 200 YARDS S OF A COUNTY
 BY2706'GRAVELED ROAD AND 36 YARDS E OF A N-S GRAVELED ROAD.
 BY2706'
 BY2706'TOWER IS OF STEEL CONSTRUCTION WITH AN ENCLOSED CROWS NEST
 BY2706'AT THE TOP.  IT IS A TOWER OF THE TEXAS FOREST SERVICE BUILT
 BY2706'IN 1939 AND ABOUT 100 FEET HIGH.
 BY2706'
 BY2706'POINT LOCATED WAS THE CENTER OF THE TOP OF THE PYRAMIDAL ROOF.
 BY2706'
 BY2706'THIS IS AN INTERSECTION STATION.
 BY2706
 BY2706                          STATION RECOVERY (2004)
 BY2706
 BY2706'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY2706'TOWER HAS BEEN PARTIALLY DISMANTLED AND IS LAYING ON THE FOREST FLOOR.
 BY2706' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2708 ***********************************************************************
 BY2708  DESIGNATION -  RUSK MUNICIPAL TANK
 BY2708  PID         -  BY2708
 BY2708  STATE/COUNTY-  TX/CHEROKEE
 BY2708  USGS QUAD   -  RUSK (1973)
 BY2708
 BY2708                         *CURRENT SURVEY CONTROL
 BY2708  ___________________________________________________________________
 BY2708* NAD 83(1993)-  31 47 55.18664(N)    095 08 55.06900(W)     ADJUSTED  
 BY2708* NAVD 88     -                                                        
 BY2708  ___________________________________________________________________
 BY2708  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BY2708  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY2708
 BY2708  HORZ ORDER  -  THIRD
 BY2708
 BY2708.The horizontal coordinates were established by classical geodetic methods
 BY2708.and adjusted by the National Geodetic Survey in February 1996..
 BY2708
 BY2708
 BY2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2708
 BY2708.The geoid height was determined by GEOID03.
 BY2708
 BY2708;                    North         East     Units Scale Factor Converg.
 BY2708;SPC TX C     - 3,247,791.378 1,190,798.055   MT  0.99997835   +2 40 13.5
 BY2708;SPC TX C     -10,655,462.21  3,906,809.95   sFT  0.99997835   +2 40 13.5
 BY2708;SPC TXNC     - 2,019,700.441   917,352.420   MT  1.00010948   +1 49 40.1
 BY2708;SPC TXNC     - 6,626,300.53  3,009,680.40   sFT  1.00010948   +1 49 40.1
 BY2708;UTM  15      - 3,520,129.705   296,586.794   MT  1.00011033   -1 07 57.3
 BY2708
 BY2708                          SUPERSEDED SURVEY CONTROL
 BY2708
 BY2708  NAD 83(1986)-  31 47 55.19682(N)    095 08 55.05496(W) AD(       ) 4
 BY2708  NAD 27      -  31 47 54.58000(N)    095 08 54.26000(W) AD(       ) 3
 BY2708
 BY2708.Superseded values are not recommended for survey control.
 BY2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2708.See file dsdata.txt to determine how the superseded data were derived.
 BY2708
 BY2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR9658720130(NAD 83)
 BY2708_MARKER: 53 = ELEVATED TANK
 BY2708
 BY2708  HISTORY     - Date     Condition        Report By
 BY2708  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2708  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2708  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 BY2708
 BY2708                          STATION DESCRIPTION
 BY2708
 BY2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2708'STATION IS LOCATED IN THE N PART OF RUSK, 14 PACES N OF AN
 BY2708'E-W PAVED STREET, 50 PACES W OF A N-S PAVED STREET, 66 PACES
 BY2708'E OF STATE HIGHWAY 110, AND 78 PACES S OF RUSK JUNIOR HIGH
 BY2708'AND GRAMMAR SCHOOL.
 BY2708'
 BY2708'THE TANK IS SUPPORTED BY FOUR STEEL TRUSSWORK LEGS.  THE
 BY2708'ROOF AND SIDES OF THE TANK ARE SILVER IN COLOR, WHILE THE
 BY2708'BOTTOM AND SUPPORTING LEGS ARE BLACK.  IT WAS BUILT IN 1914
 BY2708'AND IS ABOUT 120 FEET HIGH.
 BY2708'
 BY2708'A SMALL BALL AT THE APEX OF THE TANK WAS THE POINT LOCATED.
 BY2708'
 BY2708'THIS IS AN INTERSECTION STATION.
 BY2708
 BY2708                          STATION RECOVERY (1996)
 BY2708
 BY2708'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2708'MARK NOT FOUND.
 BY2708
 BY2708                          STATION RECOVERY (2004)
 BY2708
 BY2708'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 BY2708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2709 ***********************************************************************
 BY2709  DESIGNATION -  RUSK ST ASYLUM HOSP STANDPIPE
 BY2709  PID         -  BY2709
 BY2709  STATE/COUNTY-  TX/CHEROKEE
 BY2709  USGS QUAD   -  RUSK (1973)
 BY2709
 BY2709                         *CURRENT SURVEY CONTROL
 BY2709  ___________________________________________________________________
 BY2709* NAD 83(1993)-  31 48 23.89812(N)    095 09 40.87309(W)     ADJUSTED  
 BY2709* NAVD 88     -                                                        
 BY2709  ___________________________________________________________________
 BY2709  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BY2709  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY2709
 BY2709  HORZ ORDER  -  THIRD
 BY2709
 BY2709.The horizontal coordinates were established by classical geodetic methods
 BY2709.and adjusted by the National Geodetic Survey in February 1996..
 BY2709
 BY2709
 BY2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2709
 BY2709.The geoid height was determined by GEOID03.
 BY2709
 BY2709;                    North         East     Units Scale Factor Converg.
 BY2709;SPC TX C     - 3,248,618.678 1,189,553.396   MT  0.99998030   +2 39 49.9
 BY2709;SPC TX C     -10,658,176.45  3,902,726.43   sFT  0.99998030   +2 39 49.9
 BY2709;SPC TXNC     - 2,020,546.068   916,119.906   MT  1.00010649   +1 49 15.2
 BY2709;SPC TXNC     - 6,629,074.89  3,005,636.72   sFT  1.00010649   +1 49 15.2
 BY2709;UTM  15      - 3,521,037.863   295,399.592   MT  1.00011630   -1 08 22.4
 BY2709
 BY2709                          SUPERSEDED SURVEY CONTROL
 BY2709
 BY2709  NAD 83(1986)-  31 48 23.90843(N)    095 09 40.85894(W) AD(       ) 4
 BY2709  NAD 27      -  31 48 23.28800(N)    095 09 40.06000(W) AD(       ) 3
 BY2709
 BY2709.Superseded values are not recommended for survey control.
 BY2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2709.See file dsdata.txt to determine how the superseded data were derived.
 BY2709
 BY2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR9540021038(NAD 83)
 BY2709_MARKER: 52 = STANDPIPE TANK
 BY2709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2709+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 BY2709
 BY2709  HISTORY     - Date     Condition        Report By
 BY2709  HISTORY     - 1919     FIRST OBSERVED   CGS
 BY2709  HISTORY     - 1935     GOOD             CGS
 BY2709  HISTORY     - 1942     GOOD             CGS
 BY2709  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2709  HISTORY     - 20040815 GOOD             USPSQD
 BY2709
 BY2709                          STATION DESCRIPTION
 BY2709
 BY2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2709'THIS STANDPIPE IS STILL STANDING UNCHANGED SINCE 1919.
 BY2709
 BY2709                          STATION RECOVERY (1942)
 BY2709
 BY2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2709'STATION IS ABOUT 1 MILE NW OF RUSK, 0.35 MILE WSW OF U.S.
 BY2709'HIGHWAY 69 AND ON A PROMINENT HILL ON THE W SIDE OF THE STATE
 BY2709'HOSPITAL GROUNDS.  IT IS 62 FEET NW OF TRIANGULATION STATION
 BY2709'STATE.
 BY2709'
 BY2709'IT IS A STEEL STANDPIPE, ABOUT 20 FEET IN DIAMETER AND 80
 BY2709'FEET HIGH AND IS PAINTED WHITE.
 BY2709'
 BY2709'IT WAS LOCATED BY TRAVERSE FROM STATION STATE AND THE POINT
 BY2709'LOCATED WAS THE CENTER OF THE STANDPIPE.
 BY2709'
 BY2709'THIS IS AN INTERSECTION STATION.
 BY2709
 BY2709                          STATION RECOVERY (1996)
 BY2709
 BY2709'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2709'MARK NOT FOUND.
 BY2709
 BY2709                          STATION RECOVERY (2004)
 BY2709
 BY2709'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 BY2709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0262 ***********************************************************************
 BB0262  DESIGNATION -  RUSSEL
 BB0262  PID         -  BB0262
 BB0262  STATE/COUNTY-  TX/PRESIDIO
 BB0262  USGS QUAD   -  MANZANILLO CANYON (1983)
 BB0262
 BB0262                         *CURRENT SURVEY CONTROL
 BB0262  ___________________________________________________________________
 BB0262* NAD 83(1993)-  29 37 08.25193(N)    104 02 46.67490(W)     ADJUSTED  
 BB0262* NAVD 88     -      1264.     (meters)    4147.     (feet)  SCALED    
 BB0262  ___________________________________________________________________
 BB0262  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 BB0262  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BB0262
 BB0262  HORZ ORDER  -  FIRST
 BB0262
 BB0262.The horizontal coordinates were established by classical geodetic methods
 BB0262.and adjusted by the National Geodetic Survey in February 1996..
 BB0262
 BB0262.The orthometric height was scaled from a topographic map.
 BB0262
 BB0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0262
 BB0262.The geoid height was determined by GEOID03.
 BB0262
 BB0262;                    North         East     Units Scale Factor Converg.
 BB0262;SPC TXSC     - 4,208,436.659   111,464.579   MT  0.99987549   -2 28 20.1
 BB0262;SPC TXSC     -13,807,179.27    365,696.71   sFT  0.99987549   -2 28 20.1
 BB0262;UTM  13      - 3,276,943.946   592,333.856   MT  0.99970519   +0 28 17.0
 BB0262
 BB0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0262!SPC TXSC     -   0.99980491  x   0.99987549  =   0.99968043
 BB0262!UTM  13      -   0.99980491  x   0.99970519  =   0.99951016
 BB0262
 BB0262|---------------------------------------------------------------------|
 BB0262| PID    Reference Object                     Distance      Geod. Az  |
 BB0262|                                                           dddmmss.s |
 BB0262| CI0383 RUSSEL RM 3                           9.548 METERS 01355     |
 BB0262| CI0380 RUSSEL AZ MK                                       0821750.9 |
 BB0262| CI0381 RUSSEL RM 1                          93.769 METERS 15857     |
 BB0262| CI0382 RUSSEL RM 2                          31.849 METERS 20614     |
 BB0262|---------------------------------------------------------------------|
 BB0262
 BB0262                          SUPERSEDED SURVEY CONTROL
 BB0262
 BB0262  NAD 83(1986)-  29 37 08.24434(N)    104 02 46.66847(W) AD(       ) 1
 BB0262  NAD 27      -  29 37 07.58500(N)    104 02 44.95200(W) AD(       ) 1
 BB0262
 BB0262.Superseded values are not recommended for survey control.
 BB0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0262.See file dsdata.txt to determine how the superseded data were derived.
 BB0262
 BB0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN9233476944(NAD 83)
 BB0262_MARKER: DS = TRIANGULATION STATION DISK
 BB0262_SETTING: 66 = SET IN ROCK OUTCROP
 BB0262_SP_SET: PARTIALLY EXPOSED BEDROCK
 BB0262
 BB0262  HISTORY     - Date     Condition        Report By
 BB0262  HISTORY     - 1934     MONUMENTED       CGS
 BB0262  HISTORY     - 1942     GOOD             CGS
 BB0262
 BB0262                          STATION DESCRIPTION
 BB0262
 BB0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0262'THE STATION IS ABOUT 17 MILES NNW OF REDFORD, 21 MILES WNW OF
 BB0262'PRESIDIO, AND 18 MILES S OF CASA PIEDRA.  IT IS ON THE WESTERN
 BB0262'AND HIGHEST OF TWO SMALL BUTTES AND THE HIGHEST POINT IN THE
 BB0262'IMMEDIATE VICINITY.
 BB0262'
 BB0262'STATION MARK CONSISTS OF A STANDARD DISK SET IN CONCRETE IN
 BB0262'BEDROCK ON THE HIGHEST AND WESTERN OF THE TWO BUTTES.
 BB0262'
 BB0262'REFERENCE MARK NO. 1 CONSISTS OF A STANDARD DISK SET IN CONCRETE
 BB0262'IN BEDROCK, WHICH IS OUTCROPPING, TO THE SSE OF STATION AND ON
 BB0262'RIDGE CONNECTING THE TWO BUTTES.  THIS DISTANCE COULD NOT BE
 BB0262'MEASURED ACCURATELY AND THE DISTANCE WAS PACED.
 BB0262'
 BB0262'REFERENCE MARK NO. 2 CONSISTS OF A STANDARD DISK SET IN
 BB0262'CONCRETE IN ROCK, TO THE SSW OF STATION, AND ON THE SAME BUTTE AS
 BB0262'STATION.
 BB0262'
 BB0262'AZIMUTH MARK CONSISTS OF A STANDARD DISK SET IN BEDROCK TO THE
 BB0262'ENE OF STATION AND ON THE EASTERLY, OR SMALLER, OF THE TWO BUTTES.
 BB0262'
 BB0262'REACHED FROM THE PRESIDIO POST OFFICE BY GOING E ON THE MAIN
 BB0262'STREET, FOLLOWING THE MAIN-TRAVELED ROAD, 2.1 MILES TO THE
 BB0262'PRESIDIO VALLEY BANK BUILDING IN THE NEW TOWN.  FROM HERE CONTINUE
 BB0262'0.3 MILE TO THE CORNER OF MILLINGTON AVENUE AND 7TH STREET.
 BB0262'CONTINUE STRAIGHT AHEAD, E, ON THE CASA PIEDRA ROAD, 4.7 MILES TO
 BB0262'RAILROAD CROSSING.  CONTINUE 4.35 MILES TO RAILROAD CROSSING.
 BB0262'CONTINUE 2.3 MILES TO POINT WHERE A ROAD FROM REDFORD COMES IN
 BB0262'FROM THE RIGHT.  CONTINUE NE ON MAIN ROAD 7.35 MILES TO A GROUP OF
 BB0262'ADOBE HOUSES TO LEFT, OR N, OF ROAD.  CONTINUE ON MAIN ROAD N AND
 BB0262'E 2.25 MILES TO A WOOD CATTLE GUARD ACROSS ROAD.  CONTINUE
 BB0262'0.15 MILE (THIS POINT IS ABOUT 5 MILES SW OF CASA PIEDRA) TO
 BB0262'AN UNIMPROVED ROAD COMING IN FROM THE RIGHT.  TURN RIGHT,
 BB0262'S, ONTO THIS ROAD AND FOLLOW THE MAIN-TRAVELED TRACKS 7.5 MILES TO
 BB0262'AN OLD WINDMILL AND ROCK HOUSE.  CONTINUE SE ON MAIN ROAD
 BB0262'0.85 MILE TO THE TOP OF A SMALL RIDGE.  LEAVE THE ROAD HERE
 BB0262'AND TURN RIGHT, W, AND GO 0.2 MILE TO THE BASE OF BUTTES.  END
 BB0262'OF TRUCK TRAVEL.  FROM HERE GO W ALONG TOP OF BUTTE TO W END AND
 BB0262'HIGHEST POINT.  ABOUT A 10-MINUTE PACK.
 BB0262
 BB0262                          STATION RECOVERY (1942)
 BB0262
 BB0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BB0262'STATION IS LOCATED 21 MILES ENE OF PRESIDIO, 17 MILES NNE OF
 BB0262'REDFORD, AND 10 MILES S OF CASA PIEDRA.  ON THE WESTERN AND
 BB0262'HIGHER OF TWO BUTTES (A LAVA CAP FORMATION), WHICH IS THE
 BB0262'HIGHEST IN THE IMMEDIATE VICINITY.
 BB0262'
 BB0262'THE STATION IS ON THE HIGHER AND WESTERN OF TWO SMALL TOP
 BB0262'MESAS.  IT IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN
 BB0262'OUTCROPPING BEDROCK AND IS STAMPED RUSSEL 1934.
 BB0262'
 BB0262'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN DRILL
 BB0262'HOLE IN OUTCROPPING BOULDER AND IS STAMPED RUSSEL 1934 NO. 1.
 BB0262'
 BB0262'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN DRILL
 BB0262'HOLE IN OUTCROPPING BOULDER AND IS STAMPED RUSSEL 1934 NO. 2.
 BB0262'
 BB0262'REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK CEMENTED IN DRILL
 BB0262'HOLE IN OUTCROPPING BEDROCK AND IS STAMPED RUSSEL 1942 NO. 3.
 BB0262'
 BB0262'THE AZIMUTH MARK IS A STANDARD BRONZE REFERENCE DISK, BUT
 BB0262'IS STAMPED AZIMUTH 1934.  IT IS CEMENTED IN A DRILL HOLE IN
 BB0262'OUTCROPPING BEDROCK.
 BB0262'
 BB0262'TO REACH FROM CASA PIEDRA GO NE FROM THE POST OFFICE ON MAIN-TRAVELED
 BB0262'ROAD TOWARD MARFA FOR 2.0 MILES, HERE TURN SHARP RIGHT, SIGN
 BB0262'LA MOTA RANCH, FOLLOW GRADED DIRT ROAD SOUTHWARD FOR 1.5 MILES,
 BB0262'TAKE LEFT FORK FOR 3.7 MILES, TAKE RIGHT FORK FOR 1.1 MILES AND
 BB0262'PASS THROUGH A PAGE WIRE FENCE, CONTINUE ON GRADED DIRT ROAD FOR
 BB0262'1.3 MILES, TAKE RIGHT FORK, SIGN LA MOTA RANCH, CONTINUE
 BB0262'MAIN-TRAVELED ROAD FOR 2.5 MILES, AGAIN TAKE RIGHT FORK AND
 BB0262'PASS THROUGH GATE, CONTINUE 0.4 MILE AND PASS OLD ROCK HOUSE ON
 BB0262'THE LEFT, CONTINUE 0.9 MILE TO TOP OF RIDGE, HERE TURN
 BB0262'RIGHT OFF THE ROAD AND WIND THROUGH THE CACTUS FOR 0.3 MILE
 BB0262'TO END OF TRUCK TRAVEL AT BASE OF FIRST LOW MESA, FROM HERE
 BB0262'PACK WESTWARD OVER FIRST TWO SMALL MESAS TO HIGHEST MESA
 BB0262'AND STATION, ABOUT A 15-MINUTE PACK.
 BB0262'
 BB0262'NOTE--THE ABOVE DISTANCE DIFFERS QUITE A LOT FROM ORIGINAL
 BB0262'APPROXIMATE DISTANCE TO REFERENCE MARK NO. 1, WE TOOK TWO
 BB0262'MEASUREMENTS OF FEET ONLY THIS TIME AND CHECKED OUR MEASUREMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1736 ***********************************************************************
 BY1736  DESIGNATION -  RUSSELL
 BY1736  PID         -  BY1736
 BY1736  STATE/COUNTY-  TX/LEON
 BY1736  USGS QUAD   -  EUNICE (1964)
 BY1736
 BY1736                         *CURRENT SURVEY CONTROL
 BY1736  ___________________________________________________________________
 BY1736* NAD 83(1993)-  31 22 23.86484(N)    095 52 29.41528(W)     ADJUSTED  
 BY1736* NAVD 88     -       165.60   (+/-2cm)     543.3    (feet)  VERTCON   
 BY1736  ___________________________________________________________________
 BY1736  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 BY1736  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY1736
 BY1736  HORZ ORDER  -  FIRST
 BY1736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1736
 BY1736.The horizontal coordinates were established by classical geodetic methods
 BY1736.and adjusted by the National Geodetic Survey in February 1996..
 BY1736
 BY1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1736.The vertical order pertains to the NGVD 29 superseded value.
 BY1736
 BY1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1736
 BY1736.The geoid height was determined by GEOID03.
 BY1736
 BY1736;                    North         East     Units Scale Factor Converg.
 BY1736;SPC TX C     - 3,197,687.947 1,123,982.822   MT  0.99990273   +2 17 47.0
 BY1736;SPC TX C     -10,491,081.21  3,687,600.31   sFT  0.99990273   +2 17 47.0
 BY1736;UTM  15      - 3,474,546.765   226,572.583   MT  1.00052224   -1 29 51.4
 BY1736
 BY1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1736!SPC TX C     -   0.99997816  x   0.99990273  =   0.99988089
 BY1736!UTM  15      -   0.99997816  x   1.00052224  =   1.00050039
 BY1736
 BY1736:                Primary Azimuth Mark                     Grid Az
 BY1736:SPC TX C     -  RUSSELL AZ MK                            122 05 43.7
 BY1736:UTM  15      -  RUSSELL AZ MK                            125 53 22.1
 BY1736
 BY1736|---------------------------------------------------------------------|
 BY1736| PID    Reference Object                     Distance      Geod. Az  |
 BY1736|                                                           dddmmss.s |
 BY1736| BY1734 RUSSELL AZ MK                                      1242330.7 |
 BY1736| BY1737 RUSSELL RM 1                         28.749 METERS 14413     |
 BY1736| BY1735 RUSSELL RM 2                         30.629 METERS 23557     |
 BY1736|---------------------------------------------------------------------|
 BY1736
 BY1736                          SUPERSEDED SURVEY CONTROL
 BY1736
 BY1736  NAD 83(1986)-  31 22 23.87781(N)    095 52 29.39563(W) AD(       ) 1
 BY1736  NAD 27      -  31 22 23.23300(N)    095 52 28.55000(W) AD(       ) 1
 BY1736  NGVD 29 (??/??/92)  165.568  (m)          543.20   (f) ADJ UNCH    2 0
 BY1736
 BY1736.Superseded values are not recommended for survey control.
 BY1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1736.See file dsdata.txt to determine how the superseded data were derived.
 BY1736
 BY1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ2657374547(NAD 83)
 BY1736_MARKER: DS = TRIANGULATION STATION DISK
 BY1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1736_STAMPING: RUSSELL 1935
 BY1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1736+STABILITY: SURFACE MOTION
 BY1736
 BY1736  HISTORY     - Date     Condition        Report By
 BY1736  HISTORY     - 1935     MONUMENTED       CGS
 BY1736  HISTORY     - 1937     GOOD             TXHD
 BY1736  HISTORY     - 1947     GOOD             NGS
 BY1736
 BY1736                          STATION DESCRIPTION
 BY1736
 BY1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY1736'THIS STATION IS ABOUT 14 MILES SE OF BUFFALO, ABOUT 10 MILES
 BY1736'NE OF CENTERVILLE, ABOUT 16 MILES S OF OAKWOOD ON LAND OWNED
 BY1736'BY CHARLES COLLINS RUSSELL.  THE MARK IS SET ON TOP OF A HIGH,
 BY1736'WOODED, FLAT-TOPPED HILL.  IT IS 5.3 MILES SE OF THE VILLAGE OF
 BY1736'FLO, 150 YARDS N OF WOODS ROAD, 22 FEET SW OF A 12-INCH OAK
 BY1736'TREE WITH TRIANGULAR BLAZE, 12 FEET W OF OAK (6 INCH) WITH
 BY1736'TRIANGULAR BLAZE, MARK PROJECTS 4 INCHES.
 BY1736'
 BY1736'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY1736'BRONZE DISKS SET IN CONCRETE.
 BY1736'
 BY1736'REFERENCE MARK NO. 1 IS SE OF THE STATION, MARK PROJECTS 4 INCHES.
 BY1736'REFERENCE MARK NO. 2 IS SW OF THE STATION, MARK PROJECTS 5
 BY1736'INCHES.
 BY1736'
 BY1736'AZIMUTH MARK IS SE OF THE STATION.  IT IS SET ON THE E EDGE OF
 BY1736'A CLEARED FIELD AT THE EDGE OF THE WOODS, 400 FEET S OF POINT
 BY1736'WHERE ROAD LEADING FROM THE STATION ENTERS THE WOODS.
 BY1736'
 BY1736'TO REACH FROM STATION GO S FOR 150 YARDS TO WOODS ROAD.  HERE
 BY1736'TURN LEFT AND GO 0.5 MILE TO POINT WHERE ROAD ENTERS WOODS AFTER
 BY1736'CROSSING A CLEARING AND FIELD.  MARK IS 400 FEET S OF THIS POINT.
 BY1736'
 BY1736'TO REACH FROM OAKWOOD GO S ABOUT 12 MILES TO THE VILLAGE OF
 BY1736'FLO.  HERE TURN SE AT THE FIRST ROAD S OF THE FILLING STATION.
 BY1736'FOLLOW THIS ROAD FOR 5.3 MILES TO RUSSELLS STORE ON THE LEFT.
 BY1736'TURN RIGHT ON NARROW UNGRADED DIRT ROAD 0.4 MILE TO SMALL
 BY1736'SCHOOLHOUSE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD 0.9 MILE TO
 BY1736'AN OPEN FIELD.  HERE TURN RIGHT ON DIM TRAIL ACROSS THE FIELD
 BY1736'TO WOOD ROAD.  FOLLOW WOOD ROAD FOR 0.25 MILE TO A 14-INCH OAK
 BY1736'TREE WITH TRIANGLE BLAZE.  STATION IS 150 YARDS N OF THIS
 BY1736'POINT.
 BY1736'
 BY1736'A 77-FOOT TOWER WAS USED.
 BY1736
 BY1736                          STATION RECOVERY (1937)
 BY1736
 BY1736'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BY1736'DESCRIPTION OF THIS STATION ADEQUATE.  STATION, REFERENCE, AND
 BY1736'AZIMUTH MARKERS RECOVERED AND IN GOOD CONDITION.
 BY1736
 BY1736                          STATION RECOVERY (1947)
 BY1736
 BY1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BY1736'2.3 MI W FROM RUSSELL.
 BY1736'TO REACH FROM THE POST OFFICE AT RUSSELL GO SOUTHWEST 1.8 MILES ALONG
 BY1736'A DIRT ROAD, THENCE WEST 0.5 MILE ALONG A DIM TRACK ROAD TO SITE OF
 BY1736'MARK, BENCH MARK IS ABOUT 100 YARDS NORTH OF THE TRACK ROAD, ON TOP OF
 BY1736'A LOW WOODED HILL, 100.5 FEET NORTHEAST OF RUSSELL R.M. NO. 2 AND 94.2
 BY1736'FEET WEST-NORTHWEST OF RUSSELL R.M.NO.1.  A BRONZE TRIANGULATION
 BY1736'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6
 BY1736'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0847 ***********************************************************************
 BP0847  DESIGNATION -  RUSSELL
 BP0847  PID         -  BP0847
 BP0847  STATE/COUNTY-  TX/TERRELL
 BP0847  USGS QUAD   -  BIG CANYON RANCH (1969)
 BP0847
 BP0847                         *CURRENT SURVEY CONTROL
 BP0847  ___________________________________________________________________
 BP0847* NAD 83(1993)-  30 20 52.10252(N)    102 20 13.74429(W)     ADJUSTED  
 BP0847* NAVD 88     -       968.     (meters)    3176.     (feet)  SCALED    
 BP0847  ___________________________________________________________________
 BP0847  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 BP0847  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BP0847
 BP0847  HORZ ORDER  -  THIRD
 BP0847
 BP0847.The horizontal coordinates were established by classical geodetic methods
 BP0847.and adjusted by the National Geodetic Survey in February 1996..
 BP0847
 BP0847.The orthometric height was scaled from a topographic map.
 BP0847
 BP0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0847
 BP0847.The geoid height was determined by GEOID03.
 BP0847
 BP0847;                    North         East     Units Scale Factor Converg.
 BP0847;SPC TXSC     - 4,283,261.723   279,176.791   MT  1.00001926   -1 38 05.7
 BP0847;SPC TXSC     -14,052,667.84    915,932.52   sFT  1.00001926   -1 38 05.7
 BP0847;UTM  13      - 3,360,332.792   755,970.734   MT  1.00040840   +1 20 46.1
 BP0847
 BP0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0847!SPC TXSC     -   0.99985155  x   1.00001926  =   0.99987081
 BP0847!UTM  13      -   0.99985155  x   1.00040840  =   1.00025989
 BP0847
 BP0847:                Primary Azimuth Mark                     Grid Az
 BP0847:SPC TXSC     -  SANDERSON                                186 28 36.8
 BP0847:UTM  13      -  SANDERSON                                183 29 45.0
 BP0847
 BP0847|---------------------------------------------------------------------|
 BP0847| PID    Reference Object                     Distance      Geod. Az  |
 BP0847|                                                           dddmmss.s |
 BP0847| BP0845 SANDERSON                           APPROX.15.8 KM 1845031.1 |
 BP0847|---------------------------------------------------------------------|
 BP0847
 BP0847                          SUPERSEDED SURVEY CONTROL
 BP0847
 BP0847  NAD 83(1986)-  30 20 52.09081(N)    102 20 13.77306(W) AD(       ) 3
 BP0847  NAD 27      -  30 20 51.43699(N)    102 20 12.26822(W) AD(       ) 3
 BP0847
 BP0847.Superseded values are not recommended for survey control.
 BP0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0847.See file dsdata.txt to determine how the superseded data were derived.
 BP0847
 BP0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP5597160333(NAD 83)
 BP0847
 BP0847  HISTORY     - Date     Condition        Report By
 BP0847  HISTORY     - UNK      MONUMENTED
 BP0847  HISTORY     - 1967     GOOD             USGS
 BP0847
 BP0847                          STATION DESCRIPTION
 BP0847
 BP0847'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BP0847'RECOVERED AND REDESCRIBED AS FOLLOWS,
 BP0847'TO REACH FROM POST OFFICE AT SANDERSON, TEXAS, PROCEED N. ALONG U.S.
 BP0847'HIGHWAY 285, 16.0 MI. TO RANCH RD. NO.2400, THEN E. ALONG RANCH RD.
 BP0847'6.4 MI. TO HEADQUARTERS OF BIG CANYON RANCH, PASS ON W. SIDE OF MAIN
 BP0847'HOUSE TO GATE IN N-S. FENCE, GO THRU GATE AND CONTINUE 2.5 MI. ALONG
 BP0847'RD. IN SW. DIRECTION UP CANYON TO STOCK PENS ON RIGHT, LEAVE RD. AT
 BP0847'THIS POINT AND DRIVE E. UP HILL TO TOP OF RIDGE, CONTINUE E. ALONG
 BP0847'RIDGE TO POWER LINE WHICH IS 0.4 MI. E. OF STOCK PENS, CONTINUE ON E.
 BP0847'ALONG TOP OF RIDGE 0.6 MI.TO HIGH POINT AND STATION.
 BP0847'STANDARD TABLET SET IN BED ROCK UNDER ROCK CAIRN 3.0 FT. HIGH.
 BP0847'
 BP0847'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN DRILL HOLE IN SOLID
 BP0847'OUTCROPPING ROCK, UNDER  ROCK CAIRN 3 FT. HIGH.
 BP0847'
 BP0847'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1734 ***********************************************************************
 BY1734  DESIGNATION -  RUSSELL AZ MK
 BY1734  PID         -  BY1734
 BY1734  STATE/COUNTY-  TX/LEON
 BY1734  USGS QUAD   -  EUNICE (1964)
 BY1734
 BY1734                         *CURRENT SURVEY CONTROL
 BY1734  ___________________________________________________________________
 BY1734* NAD 83(1986)-  31 22 02.     (N)    095 52 11.     (W)     SCALED    
 BY1734* NAVD 88     -       158.77   (+/-2cm)     520.9    (feet)  VERTCON   
 BY1734  ___________________________________________________________________
 BY1734  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BY1734
 BY1734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1734
 BY1734.The horizontal coordinates were scaled from a topographic map and have
 BY1734.an estimated accuracy of +/- 6 seconds.
 BY1734
 BY1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1734.The vertical order pertains to the NGVD 29 superseded value.
 BY1734
 BY1734.The geoid height was determined by GEOID03.
 BY1734
 BY1734;                    North         East    Units  Estimated Accuracy
 BY1734;SPC TX C     - 3,197,040.    1,124,500.      MT  (+/- 180 meters Scaled)
 BY1734
 BY1734                          SUPERSEDED SURVEY CONTROL
 BY1734
 BY1734  NGVD 29 (??/??/92)  158.739  (m)          520.80   (f) ADJ UNCH    2 0
 BY1734
 BY1734.Superseded values are not recommended for survey control.
 BY1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1734.See file dsdata.txt to determine how the superseded data were derived.
 BY1734
 BY1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ270738(NAD 83)
 BY1734_MARKER: DZ = AZIMUTH MARK DISK
 BY1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1734_STAMPING: RUSSELL AZIMUTH 1935
 BY1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1734+STABILITY: SURFACE MOTION
 BY1734
 BY1734  HISTORY     - Date     Condition        Report By
 BY1734  HISTORY     - 1935     MONUMENTED       CGS
 BY1734  HISTORY     - 1947     GOOD             NGS
 BY1734
 BY1734                          STATION DESCRIPTION
 BY1734
 BY1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1734'1.8 MI SW FROM RUSSELL.
 BY1734'TO REACH FROM THE POST OFFICE AT RUSSELL GO SOUTHWEST 1.8 MILES ALONG
 BY1734'A DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 72 YARDS NORTHEAST OF
 BY1734'A FENCE CORNER, ABOUT 68 YARDS EAST OF THE ROAD, 36.6 FEET NORTHEAST
 BY1734'OF A TWENTY INCH HICKORY TREE, 1.0 FOOT SOUTHWEST OF A
 BY1734'NORTHWEST-SOUTHEAST FENCE LINE AND 1.0 FOOT SOUTHEAST OF A 4 X 4 IN.
 BY1734'MARKER POST.  A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE
 BY1734'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1737 ***********************************************************************
 BY1737  DESIGNATION -  RUSSELL RM 1
 BY1737  PID         -  BY1737
 BY1737  STATE/COUNTY-  TX/LEON
 BY1737  USGS QUAD   -  EUNICE (1964)
 BY1737
 BY1737                         *CURRENT SURVEY CONTROL
 BY1737  ___________________________________________________________________
 BY1737* NAD 83(1986)-  31 22 24.     (N)    095 52 29.     (W)     SCALED    
 BY1737* NAVD 88     -       165.15   (+/-2cm)     541.8    (feet)  VERTCON   
 BY1737  ___________________________________________________________________
 BY1737  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY1737
 BY1737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1737
 BY1737.The horizontal coordinates were scaled from a topographic map and have
 BY1737.an estimated accuracy of +/- 6 seconds.
 BY1737
 BY1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1737.The vertical order pertains to the NGVD 29 superseded value.
 BY1737
 BY1737.The geoid height was determined by GEOID03.
 BY1737
 BY1737;                    North         East    Units  Estimated Accuracy
 BY1737;SPC TX C     - 3,197,690.    1,123,990.      MT  (+/- 180 meters Scaled)
 BY1737
 BY1737                          SUPERSEDED SURVEY CONTROL
 BY1737
 BY1737  NGVD 29 (??/??/92)  165.118  (m)          541.72   (f) ADJ UNCH    2 0
 BY1737
 BY1737.Superseded values are not recommended for survey control.
 BY1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1737.See file dsdata.txt to determine how the superseded data were derived.
 BY1737
 BY1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ265745(NAD 83)
 BY1737_MARKER: DR = REFERENCE MARK DISK
 BY1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1737_STAMPING: RUSSELL NO 1 1935
 BY1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1737+STABILITY: SURFACE MOTION
 BY1737
 BY1737  HISTORY     - Date     Condition        Report By
 BY1737  HISTORY     - 1935     MONUMENTED       CGS
 BY1737  HISTORY     - 1947     GOOD             NGS
 BY1737
 BY1737                          STATION DESCRIPTION
 BY1737
 BY1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1737'2.3 MI W FROM RUSSELL.
 BY1737'TO REACH FROM THE POST OFFICE AT RUSSELL GO SOUTHWEST 1.8 MILES ALONG
 BY1737'A DIRT ROAD, THENCE WEST 0.5 MILE ALONG A DIM TRACK ROAD TO SITE OF
 BY1737'MARK, BENCH MARK IS ABOUT 125 YARDS NORTH OF THE ROAD, ON TOP OF A LOW
 BY1737'WOODED HILL, 139.0 FEET EAST OF RUSSELL R.M.NO.2 AND 94.2 FEET
 BY1737'EAST-SOUTHEAST OF TRIANGULATION STATION RUSSELL.  A BRONZE REFERENCE
 BY1737'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 BY1737'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1735 ***********************************************************************
 BY1735  DESIGNATION -  RUSSELL RM 2
 BY1735  PID         -  BY1735
 BY1735  STATE/COUNTY-  TX/LEON
 BY1735  USGS QUAD   -  EUNICE (1964)
 BY1735
 BY1735                         *CURRENT SURVEY CONTROL
 BY1735  ___________________________________________________________________
 BY1735* NAD 83(1986)-  31 22 24.     (N)    095 52 29.     (W)     SCALED    
 BY1735* NAVD 88     -       164.85   (+/-2cm)     540.8    (feet)  VERTCON   
 BY1735  ___________________________________________________________________
 BY1735  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY1735
 BY1735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1735
 BY1735.The horizontal coordinates were scaled from a topographic map and have
 BY1735.an estimated accuracy of +/- 6 seconds.
 BY1735
 BY1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1735.The vertical order pertains to the NGVD 29 superseded value.
 BY1735
 BY1735.The geoid height was determined by GEOID03.
 BY1735
 BY1735;                    North         East    Units  Estimated Accuracy
 BY1735;SPC TX C     - 3,197,690.    1,123,990.      MT  (+/- 180 meters Scaled)
 BY1735
 BY1735                          SUPERSEDED SURVEY CONTROL
 BY1735
 BY1735  NGVD 29 (??/??/92)  164.817  (m)          540.74   (f) ADJ UNCH    2 0
 BY1735
 BY1735.Superseded values are not recommended for survey control.
 BY1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1735.See file dsdata.txt to determine how the superseded data were derived.
 BY1735
 BY1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ265745(NAD 83)
 BY1735_MARKER: DR = REFERENCE MARK DISK
 BY1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1735_STAMPING: RUSSELL NO 2 1935
 BY1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1735+STABILITY: SURFACE MOTION
 BY1735
 BY1735  HISTORY     - Date     Condition        Report By
 BY1735  HISTORY     - 1935     MONUMENTED       CGS
 BY1735  HISTORY     - 1947     GOOD             NGS
 BY1735
 BY1735                          STATION DESCRIPTION
 BY1735
 BY1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1735'2.3 MI W FROM RUSSELL.
 BY1735'TO REACH FROM THE POST OFFICE AT RUSSELL GO SOUTHWEST 1.8 MILES ALONG
 BY1735'A DIRT ROAD, THENCE WEST 0.5 MILE ALONG A DIM TRACK ROAD TO SITE OF
 BY1735'MARK, BENCH MARK IS ABOUT 75 YARDS NORTH OF THE TRACK ROAD, 139.5 FEET
 BY1735'WEST OF RUSSELL R.M.NO.1 AND 100.5 FEET WEST-SOUTHWEST OF
 BY1735'TRIANGULATION STATION RUSSELL.  A BRONZE REFERENCE DISK SET IN THE TOP
 BY1735'OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1492 ***********************************************************************
 DN1492  DESIGNATION -  RUST
 DN1492  PID         -  DN1492
 DN1492  STATE/COUNTY-  TX/CLAY
 DN1492  USGS QUAD   -  BRUSHY MOUND (1979)
 DN1492
 DN1492                         *CURRENT SURVEY CONTROL
 DN1492  ___________________________________________________________________
 DN1492* NAD 83(1993)-  33 32 47.09188(N)    097 59 49.83961(W)     ADJUSTED  
 DN1492* NAVD 88     -       333.2    (meters)    1093.     (feet)  VERTCON   
 DN1492  ___________________________________________________________________
 DN1492  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DN1492  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DN1492
 DN1492  HORZ ORDER  -  THIRD
 DN1492
 DN1492.The horizontal coordinates were established by classical geodetic methods
 DN1492.and adjusted by the National Geodetic Survey in February 1996..
 DN1492
 DN1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1492
 DN1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1492
 DN1492.The geoid height was determined by GEOID03.
 DN1492
 DN1492;                    North         East     Units Scale Factor Converg.
 DN1492;SPC TXNC     - 2,208,560.065   646,694.189   MT  0.99990980   +0 16 27.3
 DN1492;SPC TXNC     - 7,245,917.48  2,121,695.85   sFT  0.99990980   +0 16 27.3
 DN1492;UTM  14      - 3,712,315.424   593,099.652   MT  0.99970686   +0 33 15.2
 DN1492
 DN1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1492!SPC TXNC     -   0.99995196  x   0.99990980  =   0.99986176
 DN1492!UTM  14      -   0.99995196  x   0.99970686  =   0.99965883
 DN1492
 DN1492                          SUPERSEDED SURVEY CONTROL
 DN1492
 DN1492  NAD 83(1993)-  33 32 47.09327(N)    097 59 49.83747(W) AD(       ) 3
 DN1492  NAD 83(1986)-  33 32 47.09512(N)    097 59 49.82629(W) AD(       ) 3
 DN1492  NGVD 29 (07/26/91)  333.2    (m)         1093.     (f) VERT ANG       
 DN1492
 DN1492.Superseded values are not recommended for survey control.
 DN1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1492.See file dsdata.txt to determine how the superseded data were derived.
 DN1492
 DN1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9310012315(NAD 83)
 DN1492_MARKER: DS = TRIANGULATION STATION DISK
 DN1492_SETTING: 0 = UNSPECIFIED SETTING
 DN1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1492
 DN1492  HISTORY     - Date     Condition        Report By
 DN1492  HISTORY     - 1958     MONUMENTED       USGS
 DN1492
 DN1492                          STATION DESCRIPTION
 DN1492
 DN1492'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1492'RUST, CLAY COUNTY, TEXAS, BOWIE, 2.8 MI. N. ON U.S. HIGHWAY 287, 7.4
 DN1492'MI. W. ON FARM ROAD 174, S. 0.8 MI. TO T-RD. W., 0.3 MI. W. TO SUMMIT,
 DN1492'100 YDS. N. TO TOP.
 DN1492'
 DN1492'STATION MARK--A STANDARD TABLET STAMPED---RUST ET 1958---, IN A
 DN1492'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0913 ***********************************************************************
 CD0913  DESIGNATION -  RUSTLER
 CD0913  PID         -  CD0913
 CD0913  STATE/COUNTY-  TX/CULBERSON
 CD0913  USGS QUAD   -  TWO MILL DRAW EAST (1973)
 CD0913
 CD0913                         *CURRENT SURVEY CONTROL
 CD0913  ___________________________________________________________________
 CD0913* NAD 83(1993)-  31 34 47.09475(N)    104 14 24.02748(W)     ADJUSTED  
 CD0913* NAVD 88     -      1173.     (meters)    3848.     (feet)  SCALED    
 CD0913  ___________________________________________________________________
 CD0913  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 CD0913  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CD0913
 CD0913  HORZ ORDER  -  FIRST
 CD0913
 CD0913.The horizontal coordinates were established by classical geodetic methods
 CD0913.and adjusted by the National Geodetic Survey in February 1996..
 CD0913
 CD0913.The orthometric height was scaled from a topographic map.
 CD0913
 CD0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0913
 CD0913.The geoid height was determined by GEOID03.
 CD0913
 CD0913;                    North         East     Units Scale Factor Converg.
 CD0913;SPC TX C     - 3,218,589.819   329,273.483   MT  0.99993254   -2 00 43.8
 CD0913;SPC TX C     -10,559,656.76  1,080,291.42   sFT  0.99993254   -2 00 43.8
 CD0913;UTM  13      - 3,494,105.997   572,111.793   MT  0.99966413   +0 23 52.8
 CD0913
 CD0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0913!SPC TX C     -   0.99981958  x   0.99993254  =   0.99975213
 CD0913!UTM  13      -   0.99981958  x   0.99966413  =   0.99948377
 CD0913
 CD0913:                Primary Azimuth Mark                     Grid Az
 CD0913:SPC TX C     -  RUSTLER AZ MK                            169 32 15.9
 CD0913:UTM  13      -  RUSTLER AZ MK                            167 07 39.3
 CD0913
 CD0913|---------------------------------------------------------------------|
 CD0913| PID    Reference Object                     Distance      Geod. Az  |
 CD0913|                                                           dddmmss.s |
 CD0913| CI0384 RUSTLER AZ MK                                      1673132.1 |
 CD0913| CI0385 RUSTLER RM 1                         11.032 METERS 19741     |
 CD0913| CI0386 RUSTLER RM 2                          5.298 METERS 34328     |
 CD0913|---------------------------------------------------------------------|
 CD0913
 CD0913                          SUPERSEDED SURVEY CONTROL
 CD0913
 CD0913  NAD 83(1986)-  31 34 47.09519(N)    104 14 24.02552(W) AD(       ) 1
 CD0913  NAD 27      -  31 34 46.63600(N)    104 14 22.29800(W) AD(       ) 1
 CD0913
 CD0913.Superseded values are not recommended for survey control.
 CD0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0913.See file dsdata.txt to determine how the superseded data were derived.
 CD0913
 CD0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ7211294106(NAD 83)
 CD0913_MARKER: DS = TRIANGULATION STATION DISK
 CD0913_SETTING: 66 = SET IN ROCK OUTCROP
 CD0913
 CD0913  HISTORY     - Date     Condition        Report By
 CD0913  HISTORY     - 1943     MONUMENTED       CGS
 CD0913  HISTORY     - 1966     GOOD             TEXACO
 CD0913  HISTORY     - 1973     GOOD             USGS
 CD0913  HISTORY     - 1974     GOOD             ARCO
 CD0913
 CD0913                          STATION DESCRIPTION
 CD0913
 CD0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0913'STATION IS ABOUT 10.0 MILES E OF THE WEATHERBY RANCH, 6.0
 CD0913'MILES (AIRLINE) SW OF RUSTLER SPRINGS AND 0.75 MILE NNW
 CD0913'OF THE JUNCTION OF RUSTLER SPRINGS AND TOYAH ROADS.  IT IS
 CD0913'ON THE HIGHEST POINT OF A LOW RIDGE, 0.5 MILE N OF THE WEATHERBY
 CD0913'RANCH-TOYAH ROAD.
 CD0913'
 CD0913'STATION IS ON THE HIGHEST POINT OF A ROCKY RIDGE.  A BRONZE
 CD0913'STATION DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED
 CD0913'RUSTLER 1943.
 CD0913'
 CD0913'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 CD0913'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CD0913'
 CD0913'REFERENCE MARK 1 IS SSW OF THE STATION.  A BRONZE REFERENCE
 CD0913'DISK SET IN ROCK OUTCROP, STAMPED RUSTLER NO 1 1943.
 CD0913'
 CD0913'REFERENCE MARK 2 IS NNW OF THE STATION.  A BRONZE REFERENCE
 CD0913'DISK SET IN ROCK OUTCROP, STAMPED RUSTLER NO 2 1943.
 CD0913'
 CD0913'AZIMUTH MARK IS 0.7 MILE S OF THE STATION, 0.3 MILE N OF A
 CD0913'ROAD FORK AND 19.0 FEET W OF THE CENTER LINE OF A DIRT ROAD,
 CD0913'ON THE OUTSIDE OF A CURVE IN ROAD.  A BRONZE AZIMUTH DISK
 CD0913'SET IN ROCK OUTCROP, STAMPED RUSTLER 1943.
 CD0913'
 CD0913'TO REACH FROM ORLA ON U.S. HIGHWAY 285--GO W ON PIPELINE ROAD
 CD0913'FOR 2.4 MILES TO A CATTLE GUARD AND ROAD FORKS.  TAKE RIGHT
 CD0913'FORK AND FOLLOW PIPELINE ROAD FOR 5.6 MILES TO A T-ROAD
 CD0913'RIGHT.  KEEP STRAIGHT AHEAD, W, PAST PUMPING STATION AND
 CD0913'FOLLOW PIPELINE ROAD FOR 14.2 MILES TO A SIDE ROAD ON LEFT
 CD0913'AT POLE 132-30.  TURN LEFT ON DIRT ROAD AND GO SSE FOR 4.8
 CD0913'MILES TO A RANCH HOUSE.  PASS IN BACK OF HOUSE GOING THROUGH
 CD0913'TWO GATES AND FOLLOW ROAD 2.1 MILES TO A CATTLE GUARD.  CROSS
 CD0913'GUARD AND GO 0.2 MILE AND TAKE LEFT FORK, PASSING TO E OF
 CD0913'A RANCH HOUSE, 0.1 MILE TO A GATE.  PASS THROUGH THIS GATE
 CD0913'AND GO 0.1 MILE TO ANOTHER GATE.  PASS THROUGH GATE AND
 CD0913'CONTINUE S FOR 6.6 MILES TO A GATE ABOUT 0.5 MILE N OF A RANCH
 CD0913'HOUSE.  PASS THROUGH THIS GATE AND FOLLOW TRACK ROAD THROUGH
 CD0913'PASTURE BETWEEN POND AND HOUSE, TO ANOTHER GATE.  GO
 CD0913'THROUGH THIS GATE, AND TURN RIGHT, PASSING THROUGH TWO
 CD0913'MORE GATES TO LEFT OF HOUSE, THENCE CONTINUE ON ROAD S FOR
 CD0913'4.7 MILES TO SADDLE.  HERE TURN RIGHT, W, ACROSS COUNTRY FOR
 CD0913'ABOUT 0.5 MILE TO TOP OF HILL AND STATION.
 CD0913'
 CD0913'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CD0913
 CD0913                          STATION RECOVERY (1966)
 CD0913
 CD0913'RECOVERY NOTE BY TEXACO INCORPORATED 1966 (BLE)
 CD0913'STATION AND AZIMUTH MARK IN GOOD CONDITION.
 CD0913'
 CD0913'TO REACH STATION, GO N CROSS RAILROAD AT TOYAH, BREAK LEFT
 CD0913'1/2 BLOCK CONTINUE N 1/2 MILE, TURN LEFT (W) ON PAVED ROAD
 CD0913'1 MILE, TURN RIGHT (N) ON PAVED ROAD AT 9.8 MILES PAVEMENT
 CD0913'ENDS, IN ALL 15.4 MILES TO Y-ROAD, TAKE RIGHT HAND FORK 4.8
 CD0913'MILES TO ANOTHER Y-ROAD, TAKE LEFT HAND FOR 7.4 MILES TO
 CD0913'ANOTHER Y-ROAD TO BROOKS RANCH HOUSE, TAKE RIGHT HAND FORK
 CD0913'FOR 6.0 MILES CROSS CATTLE GUARD, TURN RIGHT (N) FOR 0.8
 CD0913'MILE TO RANCH ROAD TO WEST, TURN LEFT (W) DOWN RANCH ROAD
 CD0913'0.4 MILE TO TOP OF HILL AND STATION.
 CD0913
 CD0913                          STATION RECOVERY (1973)
 CD0913
 CD0913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JTD)
 CD0913'STA. MK., REF. MKS. AND AZIMUTH MARK FOUND AS DESCRIBED AND
 CD0913'IN GOOD CONDITION.  REVISED ROUTE DESCRIPTION AS FOLLOWS.
 CD0913'
 CD0913'TO REACH THE STATION FROM THE JCT. OF STATE HWY. 54 AND FARM
 CD0913'ROAD 2185 IN VAN HORN, TEXAS, GO EAST ON FARM ROAD 2185 FOR
 CD0913'42.7 MILES TO END OF PAVEMENT.  THEN TAKE RIGHT FORK NNE FOR
 CD0913'3.3 MILES TO ROAD FORK.  TAKE RIGHT FORK FOR 2.1 MILES TO ROAD
 CD0913'FK THENCE LEFT FOR 3.0 MILES TO ROAD FORK.  THEN RIGHT FOR 1.1
 CD0913'MILES TO ROAD FORK, THEN RIGHT FOR 0.05 MILE TO ROAD FORK
 CD0913'EAST OF CORRAL.  TAKE RIGHT FORK ENE FOR 5.3 MILES TO ROAD
 CD0913'FORK, THENCE RIGHT EAST FOR 4.6 MILES TO ROAD FORK.  TAKE
 CD0913'LEFT FORK NORTH FOR 0.75 MILE.  AT THIS POINT LEAVE MAIN
 CD0913'ROAD AND TAKE DIM TRAIL WEST FOR 0.3 MILE TO TOP OF HILL AND
 CD0913'STATION SITE.
 CD0913
 CD0913                          STATION RECOVERY (1974)
 CD0913
 CD0913'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1974 (OWC)
 CD0913'RUSTLER 1941-GOOD
 CD0913'
 CD0913'RUSTLER-AZIMUTH-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0100 ***********************************************************************
 FM0100  DESIGNATION -  RUSTY RESET
 FM0100  PID         -  FM0100
 FM0100  STATE/COUNTY-  TX/MOORE
 FM0100  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0100
 FM0100                         *CURRENT SURVEY CONTROL
 FM0100  ___________________________________________________________________
 FM0100* NAD 83(1993)-  35 57 45.60923(N)    102 07 23.48495(W)     ADJUSTED  
 FM0100* NAVD 88     -      1155.872  (meters)    3792.22   (feet)  ADJUSTED  
 FM0100  ___________________________________________________________________
 FM0100  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 FM0100  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FM0100  DYNAMIC HT  -        1154.536 (meters)    3787.84  (feet)  COMP
 FM0100  MODELED GRAV-     979,437.2   (mgal)                       NAVD 88
 FM0100
 FM0100  HORZ ORDER  -  SECOND
 FM0100  VERT ORDER  -  SECOND    CLASS 0
 FM0100
 FM0100.The horizontal coordinates were established by classical geodetic methods
 FM0100.and adjusted by the National Geodetic Survey in November 1994..
 FM0100
 FM0100.The orthometric height was determined by differential leveling
 FM0100.and adjusted by the National Geodetic Survey in June 1991..
 FM0100
 FM0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0100
 FM0100.The geoid height was determined by GEOID03.
 FM0100
 FM0100.The dynamic height is computed by dividing the NAVD 88
 FM0100.geopotential number by the normal gravity value computed on the
 FM0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0100.degrees latitude (g = 980.6199 gals.).
 FM0100
 FM0100.The modeled gravity was interpolated from observed gravity values.
 FM0100
 FM0100;                    North         East     Units Scale Factor Converg.
 FM0100;SPC TX N     - 1,217,913.639   143,787.245   MT  0.99995598   -0 21 40.2
 FM0100;SPC TX N     - 3,995,771.66    471,741.99   sFT  0.99995598   -0 21 40.2
 FM0100;UTM  13      - 3,983,634.695   759,436.270   MT  1.00042944   +1 41 25.3
 FM0100
 FM0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0100!SPC TX N     -   0.99982267  x   0.99995598  =   0.99977866
 FM0100!UTM  13      -   0.99982267  x   1.00042944  =   1.00025204
 FM0100
 FM0100:                Primary Azimuth Mark                     Grid Az
 FM0100:SPC TX N     -  RUSTY AZ MK                              001 12 06.0
 FM0100:UTM  13      -  RUSTY AZ MK                              359 09 00.5
 FM0100
 FM0100|---------------------------------------------------------------------|
 FM0100| PID    Reference Object                     Distance      Geod. Az  |
 FM0100|                                                           dddmmss.s |
 FM0100| CJ8371 RUSTY AZ MK                                        0005025.8 |
 FM0100| FM0101 RUSTY RM 1                           45.273 METERS 09106     |
 FM0100| FL1870 DUMAS E MUNICIPAL TANK              APPROX.17.9 KM 1280319.5 |
 FM0100| FL1873 DUMAS W MUNICIPAL TANK              APPROX.17.3 KM 1285654.8 |
 FM0100| FL1869 DUMAS MOORE CO N GRAIN ELEV         APPROX.17.0 KM 1303523.5 |
 FM0100| FL1871 DUMAS COOP S GRAIN ELEVATOR         APPROX.17.1 KM 1311243.5 |
 FM0100| FM0102 RUSTY RM 2                           68.662 METERS 18505     |
 FM0100| FM0103 RUSTY RM 3                           29.611 METERS 20840     |
 FM0100| CJ8372 RUSTY RM 5                           13.017 METERS 26719     |
 FM0100| GL1362 WILCO RR SID C H KUPER CO ELEV      APPROX.17.0 KM 2944258.5 |
 FM0100| FM0104 RUSTY RM 4                           30.559 METERS 33309     |
 FM0100| FM0098 VV 370                                             3590616.6 |
 FM0100|---------------------------------------------------------------------|
 FM0100
 FM0100                          SUPERSEDED SURVEY CONTROL
 FM0100
 FM0100  NAD 83(1986)-  35 57 45.61701(N)    102 07 23.47475(W) AD(       ) 2
 FM0100  NGVD 29 (??/??/92) 1155.31   (m)         3790.4    (f) COMPUTED    2 0
 FM0100
 FM0100.Superseded values are not recommended for survey control.
 FM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0100.See file dsdata.txt to determine how the superseded data were derived.
 FM0100
 FM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5943683635(NAD 83)
 FM0100_MARKER: DB = BENCH MARK DISK
 FM0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0100_STAMPING: RUSTY 1935 1964
 FM0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0100+STABILITY: SURFACE MOTION
 FM0100
 FM0100  HISTORY     - Date     Condition        Report By
 FM0100  HISTORY     - 1964     MONUMENTED       CGS
 FM0100  HISTORY     - 1964     GOOD             CGS
 FM0100  HISTORY     - 1965     SEE DESCRIPTION  USGS
 FM0100  HISTORY     - 1968     GOOD             CGS
 FM0100
 FM0100                          STATION DESCRIPTION
 FM0100
 FM0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FM0100'15.3 MI NW FROM DUMAS.
 FM0100'TO REACH FROM THE COURTHOUSE IN DUMAS, MOORE COUNTY, GO NORTH ON U. S.
 FM0100'HIGHWAY 287 FOR 5.2 MILES TO A CROSSROAD.  (THIS IS 0.1 MILE BEFORE
 FM0100'REACHING A Y-JUNCTION OF RAILROADS.)  TURN LEFT, WEST, GO 2.8 MILES TO
 FM0100'A CROSSROAD, TURN RIGHT, NORTH, GO 2.0 MILES, THENCE TURN LEFT, GO 1.0
 FM0100'MILE TO A ROAD FORK.  KEEP LEFT FORK, STRAIGHT AHEAD, GO 3.0 MILES TO
 FM0100'A SIDE ROAD ON THE LEFT.  CONTINUE WEST FOR 1.0 MILE TO A FARM HOUSE
 FM0100'AND A SIDE ROAD ON THE LEFT.  TURN LEFT, SOUTH, ALONG THE COUNTY ROAD
 FM0100'FOR 0.35 MILE TO STATION, 46 FEET EAST OF THE COUNTY LINE FENCE, 348
 FM0100'FEET SOUTH OF AN IRRIGATION PUMP, 99 FEET NORTHEAST OF A METAL WITNESS
 FM0100'POST, THE MARK IS A TRIANGULATION STATION DISK STAMPED RUSTY 1935
 FM0100'1964, IS SET IN A ROUND CONCRETE POST WHICH IS 20 INCHES IN DIAMETER
 FM0100'AND IS 16 INCHES BELOW THE SURFACE OF THE GROUND.
 FM0100
 FM0100                          STATION RECOVERY (1964)
 FM0100
 FM0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 FM0100'THE STATION MARKS (SURFACE AND SUB), REFERENCE MARKS NOS. 1,
 FM0100'2 AND BENCH VV 370 (AZIMUTH MARK) WERE RECOVERED AND FOUND TO BE IN
 FM0100'GOOD CONDITION.  AT THE REQUEST OF THE LAND OWNER THE STATION MARKS
 FM0100'WERE LOWERED AND REFERENCE MARK NO. 1 WAS DESTROYED TO CLEAR
 FM0100'THE AREA FOR THE IRRIGATION OF LAND AND A NEW COUNTY ROAD.
 FM0100'TWO NEW REFERENCE MARKS WERE SET.  ELEVATIONS WERE ESTABLISHED
 FM0100'ON ALL MARKS.  A COMPLETE DESCRIPTION IS AS FOLLOWS--
 FM0100'
 FM0100'THE STATION IS ABOUT 12 MILES (AIRLINE) NORTHWEST OF DUMAS, 23
 FM0100'MILES (AIRLINE) SOUTHEAST OF DALHART, 7 MILES NORTH OF U.S. HIGHWAY
 FM0100'87, 8 MILES WEST OF U.S. HIGHWAY 287, AT THE WEST EDGE OF AN
 FM0100'IRRIGATED FIELD, AND ON LAND OWNED BY MR. B.D. WILLIAMS.
 FM0100'
 FM0100'TO REACH FROM THE COURTHOUSE IN DUMAS, GO NORTH ON U.S. HIGHWAY
 FM0100'287 FOR 5.2 MILES TO A CROSSROAD (THIS IS 0.1 MILE BEFORE
 FM0100'REACHING A Y-JUNCTION OF RAILROADS.).  TURN LEFT, WEST, GO
 FM0100'2.8 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, GO 2.0 MILES, THENCE
 FM0100'TURN LEFT, GO 1.0 MILE TO A ROAD FORK.  KEEP LEFT FORK, STRAIGHT
 FM0100'AHEAD, GO 3.0 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE WEST
 FM0100'FOR 1.0 MILE TO A FARM HOUSE AND THE AZIMUTH MARK ON THE RIGHT.
 FM0100'TURN LEFT, SOUTH, ALONG THE COUNTY ROAD FOR 0.35 MILE TO THE
 FM0100'STATION.
 FM0100'
 FM0100'STATION MARKS ARE STANDARD DISKS STAMPED RUSTY 1935 1964.  THE
 FM0100'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS 20 INCHES
 FM0100'IN DIAMETER AND IS 16 INCHES BELOW THE SURFACE OF THE GROUND.
 FM0100'IT IS 46 FEET EAST OF THE COUNTY LINE FENCE, 348 FEET SOUTH OF
 FM0100'AN IRRIGATION PUMP, 99 FEET NORTHEAST OF A METAL WITNESS POST.
 FM0100'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 50
 FM0100'INCHES BELOW THE SURFACE OF THE GROUND.
 FM0100'
 FM0100'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RUSTY NO 2 1935,
 FM0100'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS ABOUT 6 INCHES
 FM0100'BELOW THE SURFACE OF THE ROAD.  IT IS 27 FEET EAST OF THE COUNTY
 FM0100'LINE FENCE, 140 FEET SOUTHEAST OF A METAL WITNESS POST AND 7 FEET
 FM0100'EAST OF THE CENTER LINE OF THE COUNTY ROAD.
 FM0100'
 FM0100'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RUSTY NO 3 1935
 FM0100'1964 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4
 FM0100'INCHES.  IT IS 20 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD,
 FM0100'1 FOOT NORTH OF THE METAL WITNESS POST AND IS UNDER THE FENCELINE.
 FM0100'
 FM0100'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED RUSTY NO 4 1935
 FM0100'1964, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 8
 FM0100'INCHES.  IT IS 20 FEET WEST OF THE CENTERLINE OF THE COUNTY
 FM0100'ROAD, AND 176 FEET NORTH OF THE METAL WITNESS POST, AND UNDER
 FM0100'THE FENCELINE.
 FM0100'
 FM0100'AZIMUTH MARK, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK DISK
 FM0100'STAMPED VV 370 1943 IS SET IN A 6-INCH SQUARE CONCRETE POST WHICH
 FM0100'IS 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 80 FEET
 FM0100'SOUTHWEST OF THE SOUTHWEST CORNER OF FARM HOUSE, 48 FEET NORTH
 FM0100'OF THE CENTER LINE OF ROAD, 25 FEET EAST OF THE CENTER OF A
 FM0100'CATTLE GUARD, 4 FEET SOUTH OF THE SOUTHWEST CORNER OF YARD FENCE,
 FM0100'AND 1 FOOT WEST OF A 4 IN X 4 IN WOODEN WITNESS POST.
 FM0100
 FM0100                          STATION RECOVERY (1965)
 FM0100
 FM0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0100'STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  BELIEVED TO BE
 FM0100'DESTROYED, BECAUSE WHERE THE MARK IS SUPPOSE TO BE, THE FIELD
 FM0100'IS NOW UNDER CULTIVATION.  R.M. 1 AND 2 ARE ALSO BELIEVED TO BE
 FM0100'DESTROYED.  R.M. 3 AND R.M. 4 ARE STILL IN GOOD CONDITION.
 FM0100
 FM0100                          STATION RECOVERY (1968)
 FM0100
 FM0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FM0100'STATION MARK, REFERENCE MARKS NO. 3 AND 4 AND VV 370 1943 (AZIMUTH
 FM0100'MARK) WERE RECOVERED AS DESCRIBED IN THE 1964 DESCRIPTION AND FOUND
 FM0100'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED.
 FM0100'THEREFORE REFERENCE MARK NO. 5 WAS ESTABLISHED 20 FEET WEST OF THE
 FM0100'APPROXIMATE CENTERLINE OF A GRADED ROAD AND 0.5 FOOT EAST OF THE
 FM0100'FENCELINE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN A
 FM0100'12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 FM0100'AND THE DISK IS STAMPED RUSTY NO 5 1935 1968.
 FM0100'
 FM0100'A STEEL WITNESS WITH A METAL SIGN WAS SET 1 FOOT NORTH OF THE
 FM0100'AZIMUTH MARK.
 FM0100'
 FM0100'THE 1964 TO REACH DESCRIPTION IS ADEQUATE.
 FM0100'
 FM0100'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 FM0100'NORTHWEST OF DUMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0102 ***********************************************************************
 FM0102  DESIGNATION -  RUSTY RM 2
 FM0102  PID         -  FM0102
 FM0102  STATE/COUNTY-  TX/MOORE
 FM0102  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0102
 FM0102                         *CURRENT SURVEY CONTROL
 FM0102  ___________________________________________________________________
 FM0102* NAD 83(1986)-  35 57 45.     (N)    102 07 23.     (W)     SCALED    
 FM0102* NAVD 88     -      1156.065  (meters)    3792.86   (feet)  ADJUSTED  
 FM0102  ___________________________________________________________________
 FM0102  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FM0102  DYNAMIC HT  -        1154.728 (meters)    3788.47  (feet)  COMP
 FM0102  MODELED GRAV-     979,437.2   (mgal)                       NAVD 88
 FM0102
 FM0102  VERT ORDER  -  SECOND    CLASS 0
 FM0102
 FM0102.The horizontal coordinates were scaled from a topographic map and have
 FM0102.an estimated accuracy of +/- 6 seconds.
 FM0102
 FM0102.The orthometric height was determined by differential leveling
 FM0102.and adjusted by the National Geodetic Survey in June 1991..
 FM0102
 FM0102.The geoid height was determined by GEOID03.
 FM0102
 FM0102.The dynamic height is computed by dividing the NAVD 88
 FM0102.geopotential number by the normal gravity value computed on the
 FM0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0102.degrees latitude (g = 980.6199 gals.).
 FM0102
 FM0102.The modeled gravity was interpolated from observed gravity values.
 FM0102
 FM0102;                    North         East    Units  Estimated Accuracy
 FM0102;SPC TX N     - 1,217,900.      143,800.      MT  (+/- 180 meters Scaled)
 FM0102
 FM0102                          SUPERSEDED SURVEY CONTROL
 FM0102
 FM0102  NGVD 29 (??/??/92) 1155.515  (m)         3791.05   (f) ADJ UNCH    2 0
 FM0102
 FM0102.Superseded values are not recommended for survey control.
 FM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0102.See file dsdata.txt to determine how the superseded data were derived.
 FM0102
 FM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV594836(NAD 83)
 FM0102_MARKER: DR = REFERENCE MARK DISK
 FM0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0102_STAMPING: RUSTY NO 2 1935
 FM0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0102+STABILITY: SURFACE MOTION
 FM0102
 FM0102  HISTORY     - Date     Condition        Report By
 FM0102  HISTORY     - 1935     MONUMENTED       CGS
 FM0102  HISTORY     - 1952     GOOD             NGS
 FM0102  HISTORY     - 1964     GOOD             NGS
 FM0102
 FM0102                          STATION DESCRIPTION
 FM0102
 FM0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0102'15.6 MI NW FROM DUMAS.
 FM0102'5.5 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE COURTHOUSE AT DUMAS,
 FM0102'THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 FM0102'ALONG A GRADED DIRT ROAD, THENCE 2.0 MILES WEST ALONG A GRADED DIRT
 FM0102'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 5.0 MILES
 FM0102'WEST ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A TRACK
 FM0102'ROAD, 0.4 MILE SOUTH OF A FARMHOUSE, 225.3 FEET SOUTH OF TRIANGULATION
 FM0102'STATION RUSTY 1935.  48.3 FEET EAST OF A NORTH AND SOUTH FENCE, 13
 FM0102'FEET WEST OF THE CENTER LINE OF A TRACK ROAD, SET IN THE TOP OF A
 FM0102'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 FM0102
 FM0102                          STATION RECOVERY (1964)
 FM0102
 FM0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FM0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0103 ***********************************************************************
 FM0103  DESIGNATION -  RUSTY RM 3
 FM0103  PID         -  FM0103
 FM0103  STATE/COUNTY-  TX/MOORE
 FM0103  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0103
 FM0103                         *CURRENT SURVEY CONTROL
 FM0103  ___________________________________________________________________
 FM0103* NAD 83(1993)-  35 57 44.76632(N)    102 07 24.05193(W)     ADJUSTED  
 FM0103* NAVD 88     -      1156.08   (+/-2cm)    3792.9    (feet)  VERTCON   
 FM0103  ___________________________________________________________________
 FM0103  X           -  -1,085,653.943 (meters)                     COMP
 FM0103  Y           -  -5,054,074.035 (meters)                     COMP
 FM0103  Z           -   3,725,482.541 (meters)                     COMP
 FM0103  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 FM0103  ELLIP HEIGHT-        1130.30  (meters)          (02/16/96) GPS OBS
 FM0103  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FM0103
 FM0103  HORZ ORDER  -  THIRD
 FM0103  VERT ORDER  -  THIRD (See Below)
 FM0103  ELLP ORDER  -  FIFTH     CLASS I
 FM0103
 FM0103.The horizontal coordinates were established by GPS observations
 FM0103.and adjusted by the National Geodetic Survey in February 1996..
 FM0103
 FM0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0103.WARNING-GPS observations at this control monument resulted in a GPS
 FM0103.derived orthometric height which differed from the leveled height by
 FM0103.more than one decimeter (0.1 meter).
 FM0103.The vertical order pertains to the NGVD 29 superseded value.
 FM0103
 FM0103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FM0103
 FM0103.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0103
 FM0103.The ellipsoidal height was determined by GPS observations
 FM0103.and is referenced to NAD 83.
 FM0103
 FM0103.The geoid height was determined by GEOID03.
 FM0103
 FM0103;                    North         East     Units Scale Factor Converg.
 FM0103;SPC TX N     - 1,217,887.750   143,772.875   MT  0.99995594   -0 21 40.5
 FM0103;SPC TX N     - 3,995,686.73    471,694.84   sFT  0.99995594   -0 21 40.5
 FM0103;UTM  13      - 3,983,608.296   759,422.830   MT  1.00042935   +1 41 25.0
 FM0103
 FM0103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0103!SPC TX N     -   0.99982263  x   0.99995594  =   0.99977858
 FM0103!UTM  13      -   0.99982263  x   1.00042935  =   1.00025190
 FM0103
 FM0103                          SUPERSEDED SURVEY CONTROL
 FM0103
 FM0103  NAD 83(1993)-  35 57 44.76513(N)    102 07 24.05296(W) AD(       ) 3
 FM0103  ELLIP H (12/21/93) 1127.08   (m)                       GP(       ) 4 1
 FM0103  ELLIP H (01/07/93) 1126.78   (m)                       GP(       ) 4 2
 FM0103  NAD 83(1986)-  35 57 44.77330(N)    102 07 24.04250(W) AD(       ) 3
 FM0103  NAD 27      -  35 57 44.64364(N)    102 07 22.38614(W) AD(       ) 3
 FM0103  NGVD 29 (01/29/03) 1155.52   (m)         3791.1    (f) RESET       3  
 FM0103
 FM0103.Superseded values are not recommended for survey control.
 FM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0103.See file dsdata.txt to determine how the superseded data were derived.
 FM0103
 FM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5942383608(NAD 83)
 FM0103_MARKER: DB = BENCH MARK DISK
 FM0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0103_SP_SET: CONCRETE POST
 FM0103_STAMPING: RUSTY NO 3 1935 1964
 FM0103_MARK LOGO: CGS   
 FM0103_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0103+STABILITY: SURFACE MOTION
 FM0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0103+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1989
 FM0103
 FM0103  HISTORY     - Date     Condition        Report By
 FM0103  HISTORY     - 1964     MONUMENTED       CGS
 FM0103  HISTORY     - 1988     GOOD             NGS
 FM0103  HISTORY     - 19890608 GOOD             NGS
 FM0103
 FM0103                          STATION DESCRIPTION
 FM0103
 FM0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FM0103'15.3 MI NW FROM DUMAS.
 FM0103'TO REACH FROM THE COURTHOUSE IN DUMAS, MOORE COUNTY, GO NORTH ON U. S.
 FM0103'HIGHWAY 287 FOR 5.2 MILES TO A CROSSROAD.  (THIS IS 0.1 MILE BEFORE
 FM0103'REACHING A Y-JUNCTION OF RAILROADS.)  TURN LEFT, WEST, GO 2.8 MILES TO
 FM0103'A CROSSROAD.  TURN RIGHT, NORTH, GO 2.0 MILES, THENCE TURN LEFT, GO
 FM0103'1.0 MILE TO A ROAD FORK.  KEEP LEFT FORK, STRAIGHT AHEAD, GO 3.0 MILES
 FM0103'TO A SIDE ROAD ON THE LEFT.  CONTINUE WEST FOR 1.0 MILE TO A FARM
 FM0103'HOUSE AND A SIDE ROAD ON THE LEFT.  TURN LEFT, SOUTH, ALONG THE COUNTY
 FM0103'ROAD FOR 0.35 MILE TO MARK, 20 FEET WEST OF THE CENTER LINE OF THE
 FM0103'COUNTY ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND IS UNDER THE
 FM0103'FENCELINE.  A STANDARD REFERENCE MARK DISK, STAMPED RUSTY NO 3 1935
 FM0103'1964, IS SET IN A 12 IN. X 12 IN. CONCRETE POST WHICH PROJECTS 4
 FM0103'INCHES.  THIS MARK IS 97.30 FEET SOUTH OF TRIANGULATION STATION RUSTY
 FM0103'1935 1964.
 FM0103
 FM0103                          STATION RECOVERY (1988)
 FM0103
 FM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 FM0103'THE STATION WAS RECOVERED AT THIS DATE.
 FM0103'REFERENCE MARKS 4 AND 5 WERE LOCATED BUT NOT DESCRIBED AT THIS TIME.
 FM0103'
 FM0103'STATION MARK IS LOCATED AT THE SITE OF TRIANGULATION STATION RUSTY
 FM0103'1935 WHICH IS UNDERGROUND IN WHEAT FIELD.  SINCE THE REFERENCE MARK
 FM0103'IS ALSO A BENCH MARK IT IS BEING USED FOR GPS SURVEY DURING CURRENT
 FM0103'PROJECT.  STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTHWEST OF
 FM0103'DUMAS, 10.9 KM (6.8 MI) NORTH OF US HIGHWAY 87, 6.4 KM (4.0 MI)
 FM0103'EAST FROM THE MOORE-HARTLEY COUNTY LINE AND ALONG THE EDGE OF A
 FM0103'DIRT SECTION LINE ROAD.
 FM0103'OWNERSHIP--UNKNOWN.
 FM0103'
 FM0103'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 87, 287 AND
 FM0103'STATE HIGHWAY 152 IN DUMAS, GO WEST ON US HIGHWAY 87 FOR 7.2 KM
 FM0103'(4.5 MI) TO METAL STORAGE SILOS ON THE RIGHT.  CONTINUE WEST FOR
 FM0103'3.1 KM (5.0 MI) TO A DIRT CROSSROAD AT UTILITY LINE CROSSING.  TURN
 FM0103'RIGHT AND GO NORTH ON DIRT ROAD FOR 11.3 KM (7.0 MI) TO A T-ROAD.
 FM0103'TURN LEFT AND GO WEST FOR 1.6 KM (1.0 MI) TO A DIRT ROAD LEFT
 FM0103'BETWEEN CULTIVATED FIELDS.  TURN LEFT AND GO SOUTH FOR 0.6 KM (0.35
 FM0103'MI) TO THE STATION ON THE LEFT.
 FM0103'
 FM0103'STATION MARK IS A STANDARD CGS REFERENCE MARK DISK STAMPED---RUSTY
 FM0103'1935 NO 3 1964---, SET IN THE TOP OF A SQUARE CONCRETE POST
 FM0103'PROJECTING 5 CM.  LOCATED 96.4 METERS (316.3 FT) NORTH-NORTHWEST OF
 FM0103'THE NORTHWEST CORNER OF CONCRETE PAD SUPPORTING IRRIGATION PUMP AND
 FM0103'WELLHEAD, 53.4 METERS (175.2 FT) SOUTH OF REFERENCE MARK 4, 25.5
 FM0103'METERS (83.7 FT) SOUTH OF REFERENCE MARK 5, 5.3 METERS (17.4 FT)
 FM0103'EAST FROM THE ROAD CENTER AND 0.7 METER (0.2 FT) SOUTH OF A
 FM0103'FIBERGLASS WITNESS POST.
 FM0103'
 FM0103'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 FM0103'
 FM0103'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FM0103'
 FM0103'DESCRIBED BY D.A. BOWLING.
 FM0103
 FM0103                          STATION RECOVERY (1989)
 FM0103
 FM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FM0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0104 ***********************************************************************
 FM0104  DESIGNATION -  RUSTY RM 4
 FM0104  PID         -  FM0104
 FM0104  STATE/COUNTY-  TX/MOORE
 FM0104  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0104
 FM0104                         *CURRENT SURVEY CONTROL
 FM0104  ___________________________________________________________________
 FM0104* NAD 83(1986)-  35 57 45.     (N)    102 07 23.     (W)     SCALED    
 FM0104* NAVD 88     -      1155.96   (+/-2cm)    3792.5    (feet)  VERTCON   
 FM0104  ___________________________________________________________________
 FM0104  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FM0104
 FM0104  VERT ORDER  -  THIRD (See Below)
 FM0104
 FM0104.The horizontal coordinates were scaled from a topographic map and have
 FM0104.an estimated accuracy of +/- 6 seconds.
 FM0104
 FM0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0104.The vertical order pertains to the NGVD 29 superseded value.
 FM0104
 FM0104.The geoid height was determined by GEOID03.
 FM0104
 FM0104;                    North         East    Units  Estimated Accuracy
 FM0104;SPC TX N     - 1,217,900.      143,800.      MT  (+/- 180 meters Scaled)
 FM0104
 FM0104                          SUPERSEDED SURVEY CONTROL
 FM0104
 FM0104  NGVD 29 (01/29/03) 1155.40   (m)         3790.7    (f) RESET       3  
 FM0104
 FM0104.Superseded values are not recommended for survey control.
 FM0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0104.See file dsdata.txt to determine how the superseded data were derived.
 FM0104
 FM0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV594836(NAD 83)
 FM0104_MARKER: DR = REFERENCE MARK DISK
 FM0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0104_STAMPING: RUSTY NO 4 1935 1964
 FM0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0104+STABILITY: SURFACE MOTION
 FM0104
 FM0104  HISTORY     - Date     Condition        Report By
 FM0104  HISTORY     - 1964     MONUMENTED       CGS
 FM0104
 FM0104                          STATION DESCRIPTION
 FM0104
 FM0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FM0104'15.3 MI NW FROM DUMAS.
 FM0104'TO REACH FROM THE COURTHOUSE IN DUMAS, MOORE COUNTY, GO NORTH ON U. S.
 FM0104'HIGHWAY 287 FOR 5.2 MILES TO A CROSSROAD.  (THIS IS 0.1 MILE BEFORE
 FM0104'REACHING A Y-JUNCTION OF RAILROADS.)  TURN LEFT, WEST, GO 2.8 MILES TO
 FM0104'A CROSSROAD.  TURN RIGHT, NORTH, GO 2.0 MILES, THENCE TURN LEFT, GO
 FM0104'1.0 MILE TO A ROAD FORK.  KEEP LEFT FORK, STRAIGHT AHEAD, GO 3.0 MILES
 FM0104'TO A SIDE ROAD ON THE LEFT.  CONTINUE WEST FOR 1.0 MILE TO A FARM
 FM0104'HOUSE AND A SIDE ROAD ON THE LEFT.  TURN LEFT, SOUTH, ALONG THE COUNTY
 FM0104'ROAD FOR 0.35 MILE TO MARK, 20 FEET WEST OF THE CENTERLINE OF THE
 FM0104'COUNTY ROAD, 176 FEET NORTH OF A METAL WITNESS POST, AND UNDER THE
 FM0104'COUNTY LINE FENCE.  A STANDARD DISK STAMPED, RUSTY NO 4 1935 1964, IS
 FM0104'SET IN A 12 IN. X 12 IN. CONCRETE POST WHICH PROJECTS 8 INCHES. THE
 FM0104'MARK IS 100.26 FEET NORTHWEST OF TRIANGULATION STATION RUSTY 1935
 FM0104'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0781 ***********************************************************************
 AO0781  DESIGNATION -  RUT
 AO0781  PID         -  AO0781
 AO0781  STATE/COUNTY-  TX/ZAVALA
 AO0781  USGS QUAD   -  CARRIZO SPRINGS NW (1972)
 AO0781
 AO0781                         *CURRENT SURVEY CONTROL
 AO0781  ___________________________________________________________________
 AO0781* NAD 83(1993)-  28 39 50.02125(N)    099 55 57.21302(W)     ADJUSTED  
 AO0781* NAVD 88     -       176.3    (meters)     578.     (feet)  VERTCON   
 AO0781  ___________________________________________________________________
 AO0781  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AO0781  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AO0781
 AO0781  HORZ ORDER  -  SECOND
 AO0781
 AO0781.The horizontal coordinates were established by classical geodetic methods
 AO0781.and adjusted by the National Geodetic Survey in February 1996..
 AO0781
 AO0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0781
 AO0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0781
 AO0781.The geoid height was determined by GEOID03.
 AO0781
 AO0781;                    North         East     Units Scale Factor Converg.
 AO0781;SPC TXSC     - 4,092,413.741   508,847.291   MT  0.99993130   -0 27 24.7
 AO0781;SPC TXSC     -13,426,527.42  1,669,443.15   sFT  0.99993130   -0 27 24.7
 AO0781;UTM  14      - 3,171,104.708   408,874.338   MT  0.99970248   -0 26 50.5
 AO0781
 AO0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0781!SPC TXSC     -   0.99997598  x   0.99993130  =   0.99990728
 AO0781!UTM  14      -   0.99997598  x   0.99970248  =   0.99967846
 AO0781
 AO0781|---------------------------------------------------------------------|
 AO0781| PID    Reference Object                     Distance      Geod. Az  |
 AO0781|                                                           dddmmss.s |
 AO0781| CV6187 RUT RM 1                             25.358 METERS 02340     |
 AO0781| AO0765 CRYSTAL CITY MUN TANK               APPROX.10.3 KM 0755716.7 |
 AO0781| AO0780 RUT RM 2                              5.716 METERS 09053     |
 AO0781| CV6186 RUT AZ MK                                          2713306.6 |
 AO0781|---------------------------------------------------------------------|
 AO0781
 AO0781                          SUPERSEDED SURVEY CONTROL
 AO0781
 AO0781  NAD 83(1986)-  28 39 50.01793(N)    099 55 57.19109(W) AD(       ) 2
 AO0781  NAD 27      -  28 39 49.09070(N)    099 55 55.98254(W) AD(       ) 2
 AO0781  NGVD 29 (07/19/86)  176.2    (m)          578.     (f) VERT ANG       
 AO0781
 AO0781.Superseded values are not recommended for survey control.
 AO0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0781.See file dsdata.txt to determine how the superseded data were derived.
 AO0781
 AO0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0887471105(NAD 83)
 AO0781_MARKER: DS = TRIANGULATION STATION DISK
 AO0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0781
 AO0781  HISTORY     - Date     Condition        Report By
 AO0781  HISTORY     - 1972     MONUMENTED       NGS
 AO0781  HISTORY     - 20010823 GOOD             USPSQD
 AO0781
 AO0781                          STATION DESCRIPTION
 AO0781
 AO0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0781'THE STATION IS ABOUT 10 MILES NORTH AND 4 MILES WEST OF CARRIZO
 AO0781'SPRINGS, 6 MILES WEST AND 1 MILE SOUTH OF CRYSTAL CITY AND ON THE
 AO0781'SOUTH RIGHT-OF-WAY OF FARM ROAD 393.
 AO0781'
 AO0781'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, FARM ROADS
 AO0781'65 AND 393 ON THE NORTH SIDE OF CRYSTAL CITY, GO NORTHWEST ON FARM
 AO0781'ROAD 393 FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 AO0781'WEST ON FARM ROAD 393 FOR 2.15 MILES TO FARM ROAD 1668 ON THE
 AO0781'RIGHT, CONTINUE WEST AND SOUTHWEST ON FARM ROAD 393 FOR 4.4 MILES
 AO0781'TO THE STATION ON THE LEFT ATOP A CUT BANK ABOUT 8 FEET HIGH.
 AO0781'
 AO0781'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 1.3 MILES TO
 AO0781'THE MARK ON THE RIGHT, THIS IS ABOUT 0.1 MILE BEFORE REACHING THE
 AO0781'MEDINA ELECTRIC COOPERATIVE SUB STATION ON THE RIGHT.
 AO0781'
 AO0781'STATION MARKS ARE STANDARD DISKS, STAMPED RUT 1972.  THE SURFACE DISK
 AO0781'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0781'PROJECTS 2 INCHES.  IT IS 38 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 AO0781'FARM ROAD 393, 1.8 FEET NORTH-NORTHEAST OF A FENCE AND 1.6 FEET
 AO0781'NORTH-NORTHEAST OF A WITNESS POST.  THE UNDERGROUND MARK IS SET
 AO0781'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0781'
 AO0781'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RUT NO 1 1972, SET IN
 AO0781'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AO0781'INCHES.  IT IS 39.0 FEET NORTH-NORTHWEST OF THE CENTER OF FARM
 AO0781'ROAD 393, 81.0 FEET EAST OF TELEPHONE LINE POLE NUMBERED 120, 2
 AO0781'FEET SOUTH OF A FENCE AND ABOUT 5 FEET LOWER THAN THE STATION.
 AO0781'
 AO0781'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RUT NO 2 1972, SET IN
 AO0781'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AO0781'INCHES.  IT IS 38.0 FEET EAST-NORTHEAST OF THE WITNESS POST,
 AO0781'19.0 FEET SOUTH-SOUTHWEST OF THE CENTER OF FARM ROAD 393, 1.5 FEET
 AO0781'NORTH-NORTHEAST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN
 AO0781'THE STATION.
 AO0781'
 AO0781'AZIMUTH MARK IS A STANDARD DISK, STAMPED RUT 1972, SET IN THE TOP
 AO0781'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1 INCH.
 AO0781'IT IS 38.0 FEET NORTH-NORTHWEST OF THE CENTER OF FARM ROAD 393, 2.6
 AO0781'FEET EAST OF A TELEPHONE LINE POLE, 1.6 FEET SOUTH OF A FENCE AND
 AO0781'1.6 FEET NORTH OF A WITNESS POST.
 AO0781'
 AO0781'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 AO0781
 AO0781                          STATION RECOVERY (2001)
 AO0781
 AO0781'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0780 ***********************************************************************
 AO0780  DESIGNATION -  RUT RM 2
 AO0780  PID         -  AO0780
 AO0780  STATE/COUNTY-  TX/ZAVALA
 AO0780  USGS QUAD   -  CARRIZO SPRINGS NW (1972)
 AO0780
 AO0780                         *CURRENT SURVEY CONTROL
 AO0780  ___________________________________________________________________
 AO0780* NAD 83(1993)-  28 39 50.01841(N)    099 55 57.00254(W)     ADJUSTED  
 AO0780* NAVD 88     -       176.0    (meters)     577.     (feet)  VERTCON   
 AO0780  ___________________________________________________________________
 AO0780  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AO0780  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AO0780
 AO0780  HORZ ORDER  -  SECOND
 AO0780
 AO0780.The horizontal coordinates were established by classical geodetic methods
 AO0780.and adjusted by the National Geodetic Survey in February 1996..
 AO0780
 AO0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0780
 AO0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0780
 AO0780.The geoid height was determined by GEOID03.
 AO0780
 AO0780;                    North         East     Units Scale Factor Converg.
 AO0780;SPC TXSC     - 4,092,413.608   508,853.005   MT  0.99993130   -0 27 24.6
 AO0780;SPC TXSC     -13,426,526.98  1,669,461.90   sFT  0.99993130   -0 27 24.6
 AO0780;UTM  14      - 3,171,104.576   408,880.051   MT  0.99970246   -0 26 50.4
 AO0780
 AO0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0780!SPC TXSC     -   0.99997602  x   0.99993130  =   0.99990733
 AO0780!UTM  14      -   0.99997602  x   0.99970246  =   0.99967849
 AO0780
 AO0780:                Primary Azimuth Mark                     Grid Az
 AO0780:SPC TXSC     -  RUTLEDGE                                 043 12 18.7
 AO0780:UTM  14      -  RUTLEDGE                                 043 11 44.5
 AO0780
 AO0780|---------------------------------------------------------------------|
 AO0780| PID    Reference Object                     Distance      Geod. Az  |
 AO0780|                                                           dddmmss.s |
 AO0780| AO0778 RUTLEDGE                            APPROX. 8.0 KM 0424454.1 |
 AO0780| AO0781 RUT                                   5.716 METERS 27053     |
 AO0780|---------------------------------------------------------------------|
 AO0780
 AO0780                          SUPERSEDED SURVEY CONTROL
 AO0780
 AO0780  NAD 83(1986)-  28 39 50.01508(N)    099 55 56.98052(W) AD(       ) 2
 AO0780  NAD 27      -  28 39 49.08786(N)    099 55 55.77206(W) AD(       ) 2
 AO0780  NGVD 29 (07/19/86)  175.9    (m)          577.     (f) VERT ANG       
 AO0780
 AO0780.Superseded values are not recommended for survey control.
 AO0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0780.See file dsdata.txt to determine how the superseded data were derived.
 AO0780
 AO0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0888071105(NAD 83)
 AO0780_MARKER: DS = TRIANGULATION STATION DISK
 AO0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0780+STABILITY: SURFACE MOTION
 AO0780
 AO0780  HISTORY     - Date     Condition        Report By
 AO0780  HISTORY     - 1972     MONUMENTED       NGS
 AO0780
 AO0780                          STATION DESCRIPTION
 AO0780
 AO0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0780'THE STATION IS ABOUT 10 MILES NORTH AND 4 MILES WEST OF CARRIZO
 AO0780'SPRINGS, 6 MILES WEST AND 1 MILE SOUTH OF CRYSTAL CITY AND ON THE
 AO0780'SOUTH RIGHT-OF-WAY OF FARM ROAD 393.
 AO0780'
 AO0780'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, FARM ROADS
 AO0780'65 AND 393 ON THE NORTH SIDE OF CRYSTAL CITY, GO NORTHWEST ON FARM
 AO0780'ROAD 393 FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 AO0780'WEST ON FARM ROAD 393 FOR 2.15 MILES TO FARM ROAD 1668 ON THE
 AO0780'RIGHT, CONTINUE WEST AND SOUTHWEST ON FARM ROAD 393 FOR 4.4 MILES
 AO0780'TO THE STATION.
 AO0780'
 AO0780'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RUT NO 2 1972, SET IN
 AO0780'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AO0780'INCHES.  IT IS 38.0 FEET EAST-NORTHEAST OF THE WITNESS POST, 19.0
 AO0780'FEET SOUTH-SOUTHWEST OF THE CENTER OF FARM ROAD 393, 1.5 FEET
 AO0780'NORTH-NORTHEAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0778 ***********************************************************************
 AO0778  DESIGNATION -  RUTLEDGE
 AO0778  PID         -  AO0778
 AO0778  STATE/COUNTY-  TX/ZAVALA
 AO0778  USGS QUAD   -  CARRIZO SPRINGS NW (1972)
 AO0778
 AO0778                         *CURRENT SURVEY CONTROL
 AO0778  ___________________________________________________________________
 AO0778* NAD 83(1993)-  28 43 01.77388(N)    099 52 35.89685(W)     ADJUSTED  
 AO0778* NAVD 88     -       195.7    (meters)     642.     (feet)  VERTCON   
 AO0778  ___________________________________________________________________
 AO0778  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AO0778  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AO0778
 AO0778  HORZ ORDER  -  FIRST
 AO0778
 AO0778.The horizontal coordinates were established by classical geodetic methods
 AO0778.and adjusted by the National Geodetic Survey in February 1996..
 AO0778
 AO0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0778
 AO0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0778
 AO0778.The geoid height was determined by GEOID03.
 AO0778
 AO0778;                    North         East     Units Scale Factor Converg.
 AO0778;SPC TXSC     - 4,098,274.214   514,357.428   MT  0.99992093   -0 25 46.1
 AO0778;SPC TXSC     -13,445,754.65  1,687,521.00   sFT  0.99992093   -0 25 46.1
 AO0778;UTM  14      - 3,176,964.688   414,382.303   MT  0.99969046   -0 25 16.5
 AO0778
 AO0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0778!SPC TXSC     -   0.99997293  x   0.99992093  =   0.99989386
 AO0778!UTM  14      -   0.99997293  x   0.99969046  =   0.99966340
 AO0778
 AO0778:                Primary Azimuth Mark                     Grid Az
 AO0778:SPC TXSC     -  RUTLEDGE AZ MK                           062 28 07.9
 AO0778:UTM  14      -  RUTLEDGE AZ MK                           062 27 38.3
 AO0778
 AO0778|---------------------------------------------------------------------|
 AO0778| PID    Reference Object                     Distance      Geod. Az  |
 AO0778|                                                           dddmmss.s |
 AO0778| CV6188 RUTLEDGE AZ MK                                     0620221.8 |
 AO0778| CV6189 RUTLEDGE RM 1                        16.252 METERS 16536     |
 AO0778| CV6190 RUTLEDGE RM 2                        15.095 METERS 22725     |
 AO0778|---------------------------------------------------------------------|
 AO0778
 AO0778                          SUPERSEDED SURVEY CONTROL
 AO0778
 AO0778  NAD 83(1986)-  28 43 01.77064(N)    099 52 35.87511(W) AD(       ) 1
 AO0778  NAD 27      -  28 43 00.84921(N)    099 52 34.67093(W) AD(       ) 1
 AO0778  NGVD 29 (07/19/86)  195.6    (m)          642.     (f) VERT ANG       
 AO0778
 AO0778.Superseded values are not recommended for survey control.
 AO0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0778.See file dsdata.txt to determine how the superseded data were derived.
 AO0778
 AO0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1438276965(NAD 83)
 AO0778_MARKER: DS = TRIANGULATION STATION DISK
 AO0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0778
 AO0778  HISTORY     - Date     Condition        Report By
 AO0778  HISTORY     - 1972     MONUMENTED       NGS
 AO0778  HISTORY     - 1980     SEE DESCRIPTION  NGS
 AO0778
 AO0778                          STATION DESCRIPTION
 AO0778
 AO0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0778'THE STATION IS ABOUT 14 MILES NORTH OF CARRIZO SPRINGS, 3 MILES NORTH
 AO0778'AND 2-1/2 MILES WEST OF CRYSTAL CITY, 2 MILES WEST OF U.S. HIGHWAY
 AO0778'83 AND ON THE PROPERTY OF FRANK RUTLEDGE OF ROUTE 1, BOX 43,
 AO0778'CARRIZO SPRINGS, TELEPHONE NUMBER 876-2050.
 AO0778'
 AO0778'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 AO0778'ROAD 65 IN THE NORTHWEST SECTION OF CRYSTAL CITY, GO NORTHEAST ON
 AO0778'HIGHWAY 83 FOR 0.55 MILE TO FARM ROAD 1433 ON THE RIGHT.  CONTINUE
 AO0778'ON HIGHWAY 83, NORTH-NORTHWEST FOR 2.15 MILES TO A CROSSROAD, TURN
 AO0778'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO A RAILROAD,
 AO0778'CROSS RAILROAD AND CONTINUE WEST ON THE GRAVELED ROAD FOR 1.85
 AO0778'MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE WEST ON THE GRAVELED
 AO0778'ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 AO0778'
 AO0778'STATION MARKS ARE STANDARD DISKS, STAMPED RUTLEDGE 1971.  THE SURFACE
 AO0778'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0778'THAT IS FLUSH WITH THE GROUND.  IT IS 56.3 FEET WEST OF A TELEPHONE
 AO0778'LINE POLE, 38.0 FEET NORTH-NORTHWEST OF THE CENTER OF THE ROAD,
 AO0778'21.8 FEET NORTHWEST OF A WITNESS POST AND 20.7 FEET NORTH-NORTHWEST
 AO0778'OF A WIRE FENCE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 AO0778'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AO0778'
 AO0778'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RUTLEDGE NO 1 1971, SET
 AO0778'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AO0778'3 INCHES ABOVE THE GROUND.  IT IS 33.8 FEET SOUTH-SOUTHWEST OF THE
 AO0778'WITNESS POST, 15.0 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD,
 AO0778'1.5 FEET SOUTHWEST OF A POWER LINE POLE AND 1.0 FOOT NORTH-NORTHWEST
 AO0778'OF A WIRE FENCE.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 AO0778'
 AO0778'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RUTLEDGE NO 2 1971, SET
 AO0778'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0778'WITH THE GROUND.  IT IS 51.4 FEET SOUTHWEST OF THE WITNESS POST,
 AO0778'18.0 FEET NORTH-NORTHWEST OF THE CENTER OF THE ROAD AND 1.0 FOOT
 AO0778'NORTH-NORTHWEST OF THE FENCE.  IT IS ABOUT THE SAME ELEVATION
 AO0778'AS THE STATION MARK.
 AO0778'
 AO0778'AZIMUTH MARK IS A STANDARD DISK, STAMPED RUTLEDGE 1971, SET IN THE
 AO0778'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 AO0778'INCHES ABOVE THE GROUND.  IT IS 26.0 FEET EAST-NORTHEAST OF THE
 AO0778'CENTER OF THE ROAD, 2.1 FEET NORTHWEST OF A WITNESS POST, 2.0 FEET
 AO0778'WEST-SOUTHWEST OF A POWER LINE POLE AND 1.0 FOOT WEST-SOUTHWEST OF
 AO0778'A WIRE FENCE.
 AO0778'
 AO0778'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON GRAVELED ROAD
 AO0778'FOR 0.35 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTH FOR
 AO0778'0.05 MILE TO THE MARK ON THE RIGHT.
 AO0778'
 AO0778'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
 AO0778
 AO0778                          STATION RECOVERY (1980)
 AO0778
 AO0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MRB)
 AO0778'RUTLEDGE 1971 UP ROOTED AND PILED IN BRUSH HEAP, RECOVERED DISK,
 AO0778'RUTLEDGE 1971 RM 1 O.K. TIME DID NOT PERMIT LOCATION OF RM 2 OR AZ.
 AO0778'MK. PLEASE SEND SACK FOR DISK.
 AO0778'
 AO0778'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. N AND 2-1/2 MI. W
 AO0778'OF CRYSTAL CITY, TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0067 ***********************************************************************
 CE0067  DESIGNATION -  RV 1
 CE0067  PID         -  CE0067
 CE0067  STATE/COUNTY-  TX/EL PASO
 CE0067  USGS QUAD   -  EL PASO (1997)
 CE0067
 CE0067                         *CURRENT SURVEY CONTROL
 CE0067  ___________________________________________________________________
 CE0067* NAD 83(1986)-  31 47 44.     (N)    106 26 50.     (W)     SCALED    
 CE0067* NAVD 88     -      1164.998  (meters)    3822.16   (feet)  ADJUSTED  
 CE0067  ___________________________________________________________________
 CE0067  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0067  DYNAMIC HT  -        1163.231 (meters)    3816.37  (feet)  COMP
 CE0067  MODELED GRAV-     979,083.3   (mgal)                       NAVD 88
 CE0067
 CE0067  VERT ORDER  -  FIRST     CLASS I
 CE0067
 CE0067.The horizontal coordinates were scaled from a topographic map and have
 CE0067.an estimated accuracy of +/- 6 seconds.
 CE0067
 CE0067.The orthometric height was determined by differential leveling
 CE0067.and adjusted by the National Geodetic Survey in November 1996..
 CE0067
 CE0067.The geoid height was determined by GEOID03.
 CE0067
 CE0067.The dynamic height is computed by dividing the NAVD 88
 CE0067.geopotential number by the normal gravity value computed on the
 CE0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0067.degrees latitude (g = 980.6199 gals.).
 CE0067
 CE0067.The modeled gravity was interpolated from observed gravity values.
 CE0067
 CE0067;                    North         East    Units  Estimated Accuracy
 CE0067;SPC TX C     - 3,251,910.      121,310.      MT  (+/- 180 meters Scaled)
 CE0067
 CE0067                          SUPERSEDED SURVEY CONTROL
 CE0067
 CE0067  NAVD 88 (06/15/91) 1165.025  (m)         3822.25   (f) UNKNOWN     1 1
 CE0067
 CE0067.Superseded values are not recommended for survey control.
 CE0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0067.See file dsdata.txt to determine how the superseded data were derived.
 CE0067
 CE0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR629186(NAD 83)
 CE0067_MARKER: R = RIVET
 CE0067_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0067_SP_SET: ABUTMENT
 CE0067_MARK LOGO: NONE  
 CE0067_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0067+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0067
 CE0067  HISTORY     - Date     Condition        Report By
 CE0067  HISTORY     - UNK      MONUMENTED       SPRR
 CE0067  HISTORY     - 1954     GOOD             NGS
 CE0067  HISTORY     - 1981     GOOD             NGS
 CE0067  HISTORY     - 19921119 GOOD             NGS
 CE0067
 CE0067                          STATION DESCRIPTION
 CE0067
 CE0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0067'4.1 MI NE FROM EL PASO.
 CE0067'4.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0067'STATION AT EL PASO, AT THE UNDERPASS OF ALTURA BOULEVARD, 6.8 FEET
 CE0067'SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHEAST END
 CE0067'OF THE SOUTHWEST CONCRETE ABUTMENT OF UNDERPASS 1299.95.
 CE0067
 CE0067                          STATION RECOVERY (1981)
 CE0067
 CE0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0067'THE MARK IS 0.3 M BELOW THE TRACKS.
 CE0067'IN EL PASO, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND
 CE0067'ALTURA BOULEVARD, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 CE0067'CONCRETE ABUTMENT OF UNDERPASS NUMBER 1299.95 (ALTURA BOULEVARD),
 CE0067'2.1 METERS (6.8 FT) SOUTHEAST OF THE NEAR RAIL AND 0.3 METER (1.0 FT)
 CE0067'NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.
 CE0067
 CE0067                          STATION RECOVERY (1992)
 CE0067
 CE0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0067'6.4 KM (3.95 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0067'FROM THE UNION PASSENGER STATION IN EL PASO, A MONEL RIVET IN TOP OF
 CE0067'AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 CE0067'CONCRETE ABUTMENT OF THE RAILROAD OVERPASS (NUMBER 1299.95) OF ALTURA
 CE0067'AVENUE, 7.5 M (24.6 FT) SOUTHWEST OF THE AVENUE CENTERLINE, 2.1 M
 CE0067'(6.9 FT) SOUTHEAST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE
 CE0067'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0185 ***********************************************************************
 CU0185  DESIGNATION -  RV 1
 CU0185  PID         -  CU0185
 CU0185  STATE/COUNTY-  TX/NOLAN
 CU0185  USGS QUAD   -  SWEETWATER (1987)
 CU0185
 CU0185                         *CURRENT SURVEY CONTROL
 CU0185  ___________________________________________________________________
 CU0185* NAD 83(1986)-  32 28 17.     (N)    100 24 47.     (W)     SCALED    
 CU0185* NAVD 88     -       652.279  (meters)    2140.02   (feet)  ADJUSTED  
 CU0185  ___________________________________________________________________
 CU0185  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CU0185  DYNAMIC HT  -         651.411 (meters)    2137.17  (feet)  COMP
 CU0185  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 CU0185
 CU0185  VERT ORDER  -  FIRST     CLASS II
 CU0185
 CU0185.The horizontal coordinates were scaled from a topographic map and have
 CU0185.an estimated accuracy of +/- 6 seconds.
 CU0185
 CU0185.The orthometric height was determined by differential leveling
 CU0185.and adjusted by the National Geodetic Survey in June 1991..
 CU0185
 CU0185.The geoid height was determined by GEOID03.
 CU0185
 CU0185.The dynamic height is computed by dividing the NAVD 88
 CU0185.geopotential number by the normal gravity value computed on the
 CU0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0185.degrees latitude (g = 980.6199 gals.).
 CU0185
 CU0185.The modeled gravity was interpolated from observed gravity values.
 CU0185
 CU0185;                    North         East    Units  Estimated Accuracy
 CU0185;SPC TXNC     - 2,090,870.      420,180.      MT  (+/- 180 meters Scaled)
 CU0185
 CU0185                          SUPERSEDED SURVEY CONTROL
 CU0185
 CU0185  NGVD 29 (??/??/92)  652.061  (m)         2139.30   (f) ADJ UNCH    1 2
 CU0185
 CU0185.Superseded values are not recommended for survey control.
 CU0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0185.See file dsdata.txt to determine how the superseded data were derived.
 CU0185
 CU0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA672935(NAD 83)
 CU0185_MARKER: R = RIVET
 CU0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0185+STABILITY: SURFACE MOTION
 CU0185
 CU0185  HISTORY     - Date     Condition        Report By
 CU0185  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0185  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0185
 CU0185                          STATION DESCRIPTION
 CU0185
 CU0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0185'0.2 MI N FROM SWEETWATER.
 CU0185'0.2 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0185'SWEETWATER, NOLAN COUNTY, AT MILEPOST 640, AND 38 FEET EAST OF THE
 CU0185'TRACK.  A STANDARD MONEL METAL RIVET, SET IN THE TOP OF A CONCRETE
 CU0185'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0027 ***********************************************************************
 GK0027  DESIGNATION -  RV 1
 GK0027  PID         -  GK0027
 GK0027  STATE/COUNTY-  TX/LIPSCOMB
 GK0027  USGS QUAD   -  COBURN (1972)
 GK0027
 GK0027                         *CURRENT SURVEY CONTROL
 GK0027  ___________________________________________________________________
 GK0027* NAD 83(1986)-  36 03 58.     (N)    100 09 12.     (W)     SCALED    
 GK0027* NAVD 88     -       825.429  (meters)    2708.09   (feet)  ADJUSTED  
 GK0027  ___________________________________________________________________
 GK0027  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GK0027  DYNAMIC HT  -         824.557 (meters)    2705.23  (feet)  COMP
 GK0027  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 GK0027
 GK0027  VERT ORDER  -  FIRST     CLASS II
 GK0027
 GK0027.The horizontal coordinates were scaled from a topographic map and have
 GK0027.an estimated accuracy of +/- 6 seconds.
 GK0027
 GK0027.The orthometric height was determined by differential leveling
 GK0027.and adjusted by the National Geodetic Survey in June 1991..
 GK0027
 GK0027.The geoid height was determined by GEOID03.
 GK0027
 GK0027.The dynamic height is computed by dividing the NAVD 88
 GK0027.geopotential number by the normal gravity value computed on the
 GK0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0027.degrees latitude (g = 980.6199 gals.).
 GK0027
 GK0027.The modeled gravity was interpolated from observed gravity values.
 GK0027
 GK0027;                    North         East    Units  Estimated Accuracy
 GK0027;SPC TX N     - 1,230,040.      321,310.      MT  (+/- 180 meters Scaled)
 GK0027
 GK0027                          SUPERSEDED SURVEY CONTROL
 GK0027
 GK0027  NGVD 29 (??/??/92)  825.079  (m)         2706.95   (f) ADJ UNCH    1 2
 GK0027
 GK0027.Superseded values are not recommended for survey control.
 GK0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0027.See file dsdata.txt to determine how the superseded data were derived.
 GK0027
 GK0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE961918(NAD 83)
 GK0027_MARKER: R = RIVET
 GK0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0027_SP_SET: PIER
 GK0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0027
 GK0027  HISTORY     - Date     Condition        Report By
 GK0027  HISTORY     - UNK      MONUMENTED       CGS
 GK0027  HISTORY     - 1934     GOOD             NGS
 GK0027  HISTORY     - 1971     GOOD             NGS
 GK0027
 GK0027                          STATION DESCRIPTION
 GK0027
 GK0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0027'7.4 MI NE FROM GLAZIER.
 GK0027'7.4 MILES NORTHEAST OF AT AND SF DEPOT, AT GLAZIER 24 FEET WEST OF THE
 GK0027'RAILROAD SECTION HOUSE AT CORBIN.  ON THE TOP OF THE SOUTHEAST
 GK0027'CONCRETE PIER OF THE WIND MILL TOWER.  66 FEET NORTH OF THE CENTER
 GK0027'LINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
 GK0027
 GK0027                          STATION RECOVERY (1971)
 GK0027
 GK0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GK0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0028 ***********************************************************************
 GK0028  DESIGNATION -  RV 1 RESET 1971
 GK0028  PID         -  GK0028
 GK0028  STATE/COUNTY-  TX/HEMPHILL
 GK0028  USGS QUAD   -  COBURN (1972)
 GK0028
 GK0028                         *CURRENT SURVEY CONTROL
 GK0028  ___________________________________________________________________
 GK0028* NAD 83(1986)-  36 03 58.     (N)    100 09 12.     (W)     SCALED    
 GK0028* NAVD 88     -       824.92   (+/-2cm)    2706.4    (feet)  VERTCON   
 GK0028  ___________________________________________________________________
 GK0028  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GK0028
 GK0028  VERT ORDER  -  THIRD (See Below)
 GK0028
 GK0028.The horizontal coordinates were scaled from a topographic map and have
 GK0028.an estimated accuracy of +/- 6 seconds.
 GK0028
 GK0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0028.The vertical order pertains to the NGVD 29 superseded value.
 GK0028
 GK0028.The geoid height was determined by GEOID03.
 GK0028
 GK0028;                    North         East    Units  Estimated Accuracy
 GK0028;SPC TX N     - 1,230,040.      321,310.      MT  (+/- 180 meters Scaled)
 GK0028
 GK0028                          SUPERSEDED SURVEY CONTROL
 GK0028
 GK0028  NGVD 29 (01/29/03)  824.57   (m)         2705.3    (f) RESET       3  
 GK0028
 GK0028.Superseded values are not recommended for survey control.
 GK0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0028.See file dsdata.txt to determine how the superseded data were derived.
 GK0028
 GK0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE961918(NAD 83)
 GK0028_MARKER: DB = BENCH MARK DISK
 GK0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0028_STAMPING: RV 1 RESET 1971
 GK0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0028+STABILITY: SURFACE MOTION
 GK0028
 GK0028  HISTORY     - Date     Condition        Report By
 GK0028  HISTORY     - 1971     MONUMENTED       NGS
 GK0028
 GK0028                          STATION DESCRIPTION
 GK0028
 GK0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GK0028'7.2 MI NE FROM GLAZIER.
 GK0028'ABOUT 7.25 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION
 GK0028'OF FARM ROAD 305 IN GLAZIER, 74 FEET NORTH OF THE NORTH RAIL OF
 GK0028'RAILROAD TRACKS, 73 FEET SOUTH OF THE CENTER-LINE OR YELLOW STRIP OF
 GK0028'U.S. HWY. 60 WHICH IS 3-LANE AT THIS POINT, 66 FEET NORTH OF A
 GK0028'RAILROAD SWITCH CONTRO BOX, 3 FEET SOUTH OF A TELEPHONE POLE, WHICH
 GK0028'HAS LINE LEADING TO SWITCH BOX, 2.8 FEET NORTH OF A METAL WITNESS
 GK0028'POST, AND AT THE COBURN RAILROAD SIDING, A SQUARE CONCRETE POST THAT
 GK0028'PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0011 ***********************************************************************
 CU0011  DESIGNATION -  RV 10
 CU0011  PID         -  CU0011
 CU0011  STATE/COUNTY-  TX/FISHER
 CU0011  USGS QUAD   -  BUSBY (1969)
 CU0011
 CU0011                         *CURRENT SURVEY CONTROL
 CU0011  ___________________________________________________________________
 CU0011* NAD 83(1986)-  32 35 37.     (N)    100 22 44.     (W)     SCALED    
 CU0011* NAVD 88     -       627.330  (meters)    2058.17   (feet)  ADJUSTED  
 CU0011  ___________________________________________________________________
 CU0011  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CU0011  DYNAMIC HT  -         626.497 (meters)    2055.43  (feet)  COMP
 CU0011  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 CU0011
 CU0011  VERT ORDER  -  FIRST     CLASS II
 CU0011
 CU0011.The horizontal coordinates were scaled from a topographic map and have
 CU0011.an estimated accuracy of +/- 6 seconds.
 CU0011
 CU0011.The orthometric height was determined by differential leveling
 CU0011.and adjusted by the National Geodetic Survey in June 1991..
 CU0011
 CU0011.The geoid height was determined by GEOID03.
 CU0011
 CU0011.The dynamic height is computed by dividing the NAVD 88
 CU0011.geopotential number by the normal gravity value computed on the
 CU0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0011.degrees latitude (g = 980.6199 gals.).
 CU0011
 CU0011.The modeled gravity was interpolated from observed gravity values.
 CU0011
 CU0011;                    North         East    Units  Estimated Accuracy
 CU0011;SPC TXNC     - 2,104,370.      423,640.      MT  (+/- 180 meters Scaled)
 CU0011
 CU0011                          SUPERSEDED SURVEY CONTROL
 CU0011
 CU0011  NGVD 29 (??/??/92)  627.102  (m)         2057.42   (f) ADJ UNCH    1 2
 CU0011
 CU0011.Superseded values are not recommended for survey control.
 CU0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0011.See file dsdata.txt to determine how the superseded data were derived.
 CU0011
 CU0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB705070(NAD 83)
 CU0011_MARKER: R = RIVET
 CU0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0011+STABILITY: SURFACE MOTION
 CU0011
 CU0011  HISTORY     - Date     Condition        Report By
 CU0011  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0011  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0011
 CU0011                          STATION DESCRIPTION
 CU0011
 CU0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0011'4.5 MI SW FROM LONGWORTH.
 CU0011'4.5 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0011'LONGWORTH, FISHER COUNTY, AND 37 FEET WEST OF MILEPOST 631.  A
 CU0011'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0555 ***********************************************************************
 DO0555  DESIGNATION -  RV 100
 DO0555  PID         -  DO0555
 DO0555  STATE/COUNTY-  TX/KNOX
 DO0555  USGS QUAD   -  TRUSCOTT SOUTH (1966)
 DO0555
 DO0555                         *CURRENT SURVEY CONTROL
 DO0555  ___________________________________________________________________
 DO0555* NAD 83(1986)-  33 43 04.     (N)    099 49 05.     (W)     SCALED    
 DO0555* NAVD 88     -       472.619  (meters)    1550.58   (feet)  ADJUSTED  
 DO0555  ___________________________________________________________________
 DO0555  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0555  DYNAMIC HT  -         472.068 (meters)    1548.78  (feet)  COMP
 DO0555  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 DO0555
 DO0555  VERT ORDER  -  FIRST     CLASS II
 DO0555
 DO0555.The horizontal coordinates were scaled from a topographic map and have
 DO0555.an estimated accuracy of +/- 6 seconds.
 DO0555
 DO0555.The orthometric height was determined by differential leveling
 DO0555.and adjusted by the National Geodetic Survey in June 1991..
 DO0555
 DO0555.The geoid height was determined by GEOID03.
 DO0555
 DO0555.The dynamic height is computed by dividing the NAVD 88
 DO0555.geopotential number by the normal gravity value computed on the
 DO0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0555.degrees latitude (g = 980.6199 gals.).
 DO0555
 DO0555.The modeled gravity was interpolated from observed gravity values.
 DO0555
 DO0555;                    North         East    Units  Estimated Accuracy
 DO0555;SPC TXNC     - 2,228,220.      477,840.      MT  (+/- 180 meters Scaled)
 DO0555
 DO0555                          SUPERSEDED SURVEY CONTROL
 DO0555
 DO0555  NGVD 29 (??/??/92)  472.459  (m)         1550.06   (f) ADJ UNCH    1 2
 DO0555
 DO0555.Superseded values are not recommended for survey control.
 DO0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0555.See file dsdata.txt to determine how the superseded data were derived.
 DO0555
 DO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC242311(NAD 83)
 DO0555_MARKER: R = RIVET
 DO0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0555+STABILITY: SURFACE MOTION
 DO0555
 DO0555  HISTORY     - Date     Condition        Report By
 DO0555  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0555  HISTORY     - 1958     GOOD             NGS
 DO0555
 DO0555                          STATION DESCRIPTION
 DO0555
 DO0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0555'2.7 MI S FROM TRUSCOTT.
 DO0555'2.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0555'TRUSCOTT, KNOX COUNTY, 15 FEET NORTH OF MILEPOST 541, AND 47 FEET WEST
 DO0555'OF THE CENTERLINE OF THE TRACK.  A STANDARD MENEL-METAL RIVET, SET IN
 DO0555'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0557 ***********************************************************************
 DO0557  DESIGNATION -  RV 101
 DO0557  PID         -  DO0557
 DO0557  STATE/COUNTY-  TX/KNOX
 DO0557  USGS QUAD   -  TRUSCOTT SOUTH (1966)
 DO0557
 DO0557                         *CURRENT SURVEY CONTROL
 DO0557  ___________________________________________________________________
 DO0557* NAD 83(1986)-  33 43 52.     (N)    099 49 02.     (W)     SCALED    
 DO0557* NAVD 88     -       475.959  (meters)    1561.54   (feet)  ADJUSTED  
 DO0557  ___________________________________________________________________
 DO0557  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0557  DYNAMIC HT  -         475.405 (meters)    1559.72  (feet)  COMP
 DO0557  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 DO0557
 DO0557  VERT ORDER  -  FIRST     CLASS II
 DO0557
 DO0557.The horizontal coordinates were scaled from a topographic map and have
 DO0557.an estimated accuracy of +/- 6 seconds.
 DO0557
 DO0557.The orthometric height was determined by differential leveling
 DO0557.and adjusted by the National Geodetic Survey in June 1991..
 DO0557
 DO0557.The geoid height was determined by GEOID03.
 DO0557
 DO0557.The dynamic height is computed by dividing the NAVD 88
 DO0557.geopotential number by the normal gravity value computed on the
 DO0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0557.degrees latitude (g = 980.6199 gals.).
 DO0557
 DO0557.The modeled gravity was interpolated from observed gravity values.
 DO0557
 DO0557;                    North         East    Units  Estimated Accuracy
 DO0557;SPC TXNC     - 2,229,700.      477,940.      MT  (+/- 180 meters Scaled)
 DO0557
 DO0557                          SUPERSEDED SURVEY CONTROL
 DO0557
 DO0557  NGVD 29 (??/??/92)  475.798  (m)         1561.01   (f) ADJ UNCH    1 2
 DO0557
 DO0557.Superseded values are not recommended for survey control.
 DO0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0557.See file dsdata.txt to determine how the superseded data were derived.
 DO0557
 DO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC242326(NAD 83)
 DO0557_MARKER: R = RIVET
 DO0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0557+STABILITY: SURFACE MOTION
 DO0557
 DO0557  HISTORY     - Date     Condition        Report By
 DO0557  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0557  HISTORY     - 1958     GOOD             NGS
 DO0557
 DO0557                          STATION DESCRIPTION
 DO0557
 DO0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0557'1.7 MI S FROM TURSCOTT.
 DO0557'1.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0557'TRUSCOTT, KNOX COUNTY, AT MILEPOST 540, AND 46 FEET WEST OF THE TRACK.
 DO0557'A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0558 ***********************************************************************
 DO0558  DESIGNATION -  RV 102
 DO0558  PID         -  DO0558
 DO0558  STATE/COUNTY-  TX/KNOX
 DO0558  USGS QUAD   -  TRUSCOTT SOUTH (1966)
 DO0558
 DO0558                         *CURRENT SURVEY CONTROL
 DO0558  ___________________________________________________________________
 DO0558* NAD 83(1986)-  33 44 47.     (N)    099 48 55.     (W)     SCALED    
 DO0558* NAVD 88     -       468.385  (meters)    1536.69   (feet)  ADJUSTED  
 DO0558  ___________________________________________________________________
 DO0558  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DO0558  DYNAMIC HT  -         467.839 (meters)    1534.90  (feet)  COMP
 DO0558  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 DO0558
 DO0558  VERT ORDER  -  FIRST     CLASS II
 DO0558
 DO0558.The horizontal coordinates were scaled from a topographic map and have
 DO0558.an estimated accuracy of +/- 6 seconds.
 DO0558
 DO0558.The orthometric height was determined by differential leveling
 DO0558.and adjusted by the National Geodetic Survey in June 1991..
 DO0558
 DO0558.The geoid height was determined by GEOID03.
 DO0558
 DO0558.The dynamic height is computed by dividing the NAVD 88
 DO0558.geopotential number by the normal gravity value computed on the
 DO0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0558.degrees latitude (g = 980.6199 gals.).
 DO0558
 DO0558.The modeled gravity was interpolated from observed gravity values.
 DO0558
 DO0558;                    North         East    Units  Estimated Accuracy
 DO0558;SPC TXNC     - 2,231,390.      478,140.      MT  (+/- 180 meters Scaled)
 DO0558
 DO0558                          SUPERSEDED SURVEY CONTROL
 DO0558
 DO0558  NGVD 29 (??/??/92)  468.224  (m)         1536.16   (f) ADJ UNCH    1 2
 DO0558
 DO0558.Superseded values are not recommended for survey control.
 DO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0558.See file dsdata.txt to determine how the superseded data were derived.
 DO0558
 DO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC244343(NAD 83)
 DO0558_MARKER: R = RIVET
 DO0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0558+STABILITY: SURFACE MOTION
 DO0558
 DO0558  HISTORY     - Date     Condition        Report By
 DO0558  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0558  HISTORY     - 1958     GOOD             NGS
 DO0558
 DO0558                          STATION DESCRIPTION
 DO0558
 DO0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0558'0.7 MI S FROM TRUSCOTT.
 DO0558'0.7 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM TRUSCOTT,
 DO0558'KNOX COUNTY, AT MILEPOST 539, AND 46 FEET WEST OF THE TRACK. A
 DO0558'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0560 ***********************************************************************
 DO0560  DESIGNATION -  RV 103
 DO0560  PID         -  DO0560
 DO0560  STATE/COUNTY-  TX/KNOX
 DO0560  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0560
 DO0560                         *CURRENT SURVEY CONTROL
 DO0560  ___________________________________________________________________
 DO0560* NAD 83(1986)-  33 45 39.     (N)    099 48 51.     (W)     SCALED    
 DO0560* NAVD 88     -       464.380  (meters)    1523.55   (feet)  ADJUSTED  
 DO0560  ___________________________________________________________________
 DO0560  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DO0560  DYNAMIC HT  -         463.840 (meters)    1521.78  (feet)  COMP
 DO0560  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 DO0560
 DO0560  VERT ORDER  -  FIRST     CLASS II
 DO0560
 DO0560.The horizontal coordinates were scaled from a topographic map and have
 DO0560.an estimated accuracy of +/- 6 seconds.
 DO0560
 DO0560.The orthometric height was determined by differential leveling
 DO0560.and adjusted by the National Geodetic Survey in June 1991..
 DO0560
 DO0560.The geoid height was determined by GEOID03.
 DO0560
 DO0560.The dynamic height is computed by dividing the NAVD 88
 DO0560.geopotential number by the normal gravity value computed on the
 DO0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0560.degrees latitude (g = 980.6199 gals.).
 DO0560
 DO0560.The modeled gravity was interpolated from observed gravity values.
 DO0560
 DO0560;                    North         East    Units  Estimated Accuracy
 DO0560;SPC TXNC     - 2,232,990.      478,260.      MT  (+/- 180 meters Scaled)
 DO0560
 DO0560                          SUPERSEDED SURVEY CONTROL
 DO0560
 DO0560  NGVD 29 (??/??/92)  464.220  (m)         1523.03   (f) ADJ UNCH    1 2
 DO0560
 DO0560.Superseded values are not recommended for survey control.
 DO0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0560.See file dsdata.txt to determine how the superseded data were derived.
 DO0560
 DO0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC246359(NAD 83)
 DO0560_MARKER: R = RIVET
 DO0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0560+STABILITY: SURFACE MOTION
 DO0560
 DO0560  HISTORY     - Date     Condition        Report By
 DO0560  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0560  HISTORY     - 1958     GOOD             NGS
 DO0560
 DO0560                          STATION DESCRIPTION
 DO0560
 DO0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0560'0.3 MI N FROM TRUSCOTT.
 DO0560'0.3 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM TRUSCOTT,
 DO0560'KNOX COUNTY, 2 FEET NORTH OF MILEPOST 538, AND 45 FEET WEST OF THE
 DO0560'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0560'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0561 ***********************************************************************
 DO0561  DESIGNATION -  RV 104
 DO0561  PID         -  DO0561
 DO0561  STATE/COUNTY-  TX/KNOX
 DO0561  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0561
 DO0561                         *CURRENT SURVEY CONTROL
 DO0561  ___________________________________________________________________
 DO0561* NAD 83(1986)-  33 46 34.     (N)    099 48 50.     (W)     SCALED    
 DO0561* NAVD 88     -       450.467  (meters)    1477.91   (feet)  ADJUSTED  
 DO0561  ___________________________________________________________________
 DO0561  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DO0561  DYNAMIC HT  -         449.943 (meters)    1476.19  (feet)  COMP
 DO0561  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 DO0561
 DO0561  VERT ORDER  -  FIRST     CLASS II
 DO0561
 DO0561.The horizontal coordinates were scaled from a topographic map and have
 DO0561.an estimated accuracy of +/- 6 seconds.
 DO0561
 DO0561.The orthometric height was determined by differential leveling
 DO0561.and adjusted by the National Geodetic Survey in June 1991..
 DO0561
 DO0561.The geoid height was determined by GEOID03.
 DO0561
 DO0561.The dynamic height is computed by dividing the NAVD 88
 DO0561.geopotential number by the normal gravity value computed on the
 DO0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0561.degrees latitude (g = 980.6199 gals.).
 DO0561
 DO0561.The modeled gravity was interpolated from observed gravity values.
 DO0561
 DO0561;                    North         East    Units  Estimated Accuracy
 DO0561;SPC TXNC     - 2,234,690.      478,310.      MT  (+/- 180 meters Scaled)
 DO0561
 DO0561                          SUPERSEDED SURVEY CONTROL
 DO0561
 DO0561  NGVD 29 (??/??/92)  450.310  (m)         1477.39   (f) ADJ UNCH    1 2
 DO0561
 DO0561.Superseded values are not recommended for survey control.
 DO0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0561.See file dsdata.txt to determine how the superseded data were derived.
 DO0561
 DO0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC246376(NAD 83)
 DO0561_MARKER: R = RIVET
 DO0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0561+STABILITY: SURFACE MOTION
 DO0561
 DO0561  HISTORY     - Date     Condition        Report By
 DO0561  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0561  HISTORY     - 1958     GOOD             NGS
 DO0561
 DO0561                          STATION DESCRIPTION
 DO0561
 DO0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0561'1.3 MI N FROM TRUSCOTT.
 DO0561'1.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0561'TRUSCOTT, KNOX COUNTY, 175 FEET NORTH OF MILEPOST 537, AND 49 FEET
 DO0561'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 DO0561'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0562 ***********************************************************************
 DO0562  DESIGNATION -  RV 105
 DO0562  PID         -  DO0562
 DO0562  STATE/COUNTY-  TX/KNOX
 DO0562  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0562
 DO0562                         *CURRENT SURVEY CONTROL
 DO0562  ___________________________________________________________________
 DO0562* NAD 83(1986)-  33 47 21.     (N)    099 48 38.     (W)     SCALED    
 DO0562* NAVD 88     -       438.885  (meters)    1439.91   (feet)  ADJUSTED  
 DO0562  ___________________________________________________________________
 DO0562  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DO0562  DYNAMIC HT  -         438.374 (meters)    1438.23  (feet)  COMP
 DO0562  MODELED GRAV-     979,460.1   (mgal)                       NAVD 88
 DO0562
 DO0562  VERT ORDER  -  FIRST     CLASS II
 DO0562
 DO0562.The horizontal coordinates were scaled from a topographic map and have
 DO0562.an estimated accuracy of +/- 6 seconds.
 DO0562
 DO0562.The orthometric height was determined by differential leveling
 DO0562.and adjusted by the National Geodetic Survey in June 1991..
 DO0562
 DO0562.The geoid height was determined by GEOID03.
 DO0562
 DO0562.The dynamic height is computed by dividing the NAVD 88
 DO0562.geopotential number by the normal gravity value computed on the
 DO0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0562.degrees latitude (g = 980.6199 gals.).
 DO0562
 DO0562.The modeled gravity was interpolated from observed gravity values.
 DO0562
 DO0562;                    North         East    Units  Estimated Accuracy
 DO0562;SPC TXNC     - 2,236,130.      478,640.      MT  (+/- 180 meters Scaled)
 DO0562
 DO0562                          SUPERSEDED SURVEY CONTROL
 DO0562
 DO0562  NGVD 29 (??/??/92)  438.733  (m)         1439.41   (f) ADJ UNCH    1 2
 DO0562
 DO0562.Superseded values are not recommended for survey control.
 DO0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0562.See file dsdata.txt to determine how the superseded data were derived.
 DO0562
 DO0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC249390(NAD 83)
 DO0562_MARKER: R = RIVET
 DO0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0562+STABILITY: SURFACE MOTION
 DO0562
 DO0562  HISTORY     - Date     Condition        Report By
 DO0562  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0562  HISTORY     - 1958     MARK NOT FOUND   NGS
 DO0562
 DO0562                          STATION DESCRIPTION
 DO0562
 DO0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0562'2.3 MI N FROM TRUSCOTT.
 DO0562'2.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0562'TRUSCOTT, KNOX COUNTY, 43 FEET NORTH OF MILEPOST 536, AND 26 FEET WEST
 DO0562'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 DO0562'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0564 ***********************************************************************
 DO0564  DESIGNATION -  RV 106
 DO0564  PID         -  DO0564
 DO0564  STATE/COUNTY-  TX/KNOX
 DO0564  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0564
 DO0564                         *CURRENT SURVEY CONTROL
 DO0564  ___________________________________________________________________
 DO0564* NAD 83(1986)-  33 48 06.     (N)    099 48 07.     (W)     SCALED    
 DO0564* NAVD 88     -       428.008  (meters)    1404.22   (feet)  ADJUSTED  
 DO0564  ___________________________________________________________________
 DO0564  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DO0564  DYNAMIC HT  -         427.510 (meters)    1402.59  (feet)  COMP
 DO0564  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 DO0564
 DO0564  VERT ORDER  -  FIRST     CLASS II
 DO0564
 DO0564.The horizontal coordinates were scaled from a topographic map and have
 DO0564.an estimated accuracy of +/- 6 seconds.
 DO0564
 DO0564.The orthometric height was determined by differential leveling
 DO0564.and adjusted by the National Geodetic Survey in June 1991..
 DO0564
 DO0564.The geoid height was determined by GEOID03.
 DO0564
 DO0564.The dynamic height is computed by dividing the NAVD 88
 DO0564.geopotential number by the normal gravity value computed on the
 DO0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0564.degrees latitude (g = 980.6199 gals.).
 DO0564
 DO0564.The modeled gravity was interpolated from observed gravity values.
 DO0564
 DO0564;                    North         East    Units  Estimated Accuracy
 DO0564;SPC TXNC     - 2,237,510.      479,450.      MT  (+/- 180 meters Scaled)
 DO0564
 DO0564                          SUPERSEDED SURVEY CONTROL
 DO0564
 DO0564  NGVD 29 (??/??/92)  427.861  (m)         1403.74   (f) ADJ UNCH    1 2
 DO0564
 DO0564.Superseded values are not recommended for survey control.
 DO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0564.See file dsdata.txt to determine how the superseded data were derived.
 DO0564
 DO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC257404(NAD 83)
 DO0564_MARKER: R = RIVET
 DO0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0564+STABILITY: SURFACE MOTION
 DO0564
 DO0564  HISTORY     - Date     Condition        Report By
 DO0564  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0564  HISTORY     - 1958     GOOD             NGS
 DO0564
 DO0564                          STATION DESCRIPTION
 DO0564
 DO0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0564'3.3 MI N FROM TRUSCOTT.
 DO0564'3.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0564'TRUSCOTT, KNOX COUNTY, AT MILEPOST 535, AND 45 FEET WEST OF THE TRACK.
 DO0564'A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0565 ***********************************************************************
 DO0565  DESIGNATION -  RV 107
 DO0565  PID         -  DO0565
 DO0565  STATE/COUNTY-  TX/KNOX
 DO0565  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0565
 DO0565                         *CURRENT SURVEY CONTROL
 DO0565  ___________________________________________________________________
 DO0565* NAD 83(1986)-  33 48 48.     (N)    099 47 31.     (W)     SCALED    
 DO0565* NAVD 88     -       421.448  (meters)    1382.70   (feet)  ADJUSTED  
 DO0565  ___________________________________________________________________
 DO0565  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DO0565  DYNAMIC HT  -         420.958 (meters)    1381.09  (feet)  COMP
 DO0565  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 DO0565
 DO0565  VERT ORDER  -  FIRST     CLASS II
 DO0565
 DO0565.The horizontal coordinates were scaled from a topographic map and have
 DO0565.an estimated accuracy of +/- 6 seconds.
 DO0565
 DO0565.The orthometric height was determined by differential leveling
 DO0565.and adjusted by the National Geodetic Survey in June 1991..
 DO0565
 DO0565.The geoid height was determined by GEOID03.
 DO0565
 DO0565.The dynamic height is computed by dividing the NAVD 88
 DO0565.geopotential number by the normal gravity value computed on the
 DO0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0565.degrees latitude (g = 980.6199 gals.).
 DO0565
 DO0565.The modeled gravity was interpolated from observed gravity values.
 DO0565
 DO0565;                    North         East    Units  Estimated Accuracy
 DO0565;SPC TXNC     - 2,238,790.      480,390.      MT  (+/- 180 meters Scaled)
 DO0565
 DO0565                          SUPERSEDED SURVEY CONTROL
 DO0565
 DO0565  NGVD 29 (??/??/92)  421.304  (m)         1382.23   (f) ADJ UNCH    1 2
 DO0565
 DO0565.Superseded values are not recommended for survey control.
 DO0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0565.See file dsdata.txt to determine how the superseded data were derived.
 DO0565
 DO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC267417(NAD 83)
 DO0565_MARKER: R = RIVET
 DO0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0565+STABILITY: SURFACE MOTION
 DO0565
 DO0565  HISTORY     - Date     Condition        Report By
 DO0565  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0565  HISTORY     - 1958     GOOD             NGS
 DO0565
 DO0565                          STATION DESCRIPTION
 DO0565
 DO0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0565'4.3 MI N FROM TRUSCOTT.
 DO0565'4.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0565'TRUSCOTT, KNOX COUNTY, AT MILEPOST 534, AND 46 FEET WEST OF THE TRACK.
 DO0565'A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0569 ***********************************************************************
 DO0569  DESIGNATION -  RV 109
 DO0569  PID         -  DO0569
 DO0569  STATE/COUNTY-  TX/FOARD
 DO0569  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0569
 DO0569                         *CURRENT SURVEY CONTROL
 DO0569  ___________________________________________________________________
 DO0569* NAD 83(1986)-  33 50 25.     (N)    099 47 17.     (W)     SCALED    
 DO0569* NAVD 88     -       425.204  (meters)    1395.02   (feet)  ADJUSTED  
 DO0569  ___________________________________________________________________
 DO0569  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0569  DYNAMIC HT  -         424.710 (meters)    1393.40  (feet)  COMP
 DO0569  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 DO0569
 DO0569  VERT ORDER  -  FIRST     CLASS II
 DO0569
 DO0569.The horizontal coordinates were scaled from a topographic map and have
 DO0569.an estimated accuracy of +/- 6 seconds.
 DO0569
 DO0569.The orthometric height was determined by differential leveling
 DO0569.and adjusted by the National Geodetic Survey in June 1991..
 DO0569
 DO0569.The geoid height was determined by GEOID03.
 DO0569
 DO0569.The dynamic height is computed by dividing the NAVD 88
 DO0569.geopotential number by the normal gravity value computed on the
 DO0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0569.degrees latitude (g = 980.6199 gals.).
 DO0569
 DO0569.The modeled gravity was interpolated from observed gravity values.
 DO0569
 DO0569;                    North         East    Units  Estimated Accuracy
 DO0569;SPC TXNC     - 2,241,770.      480,790.      MT  (+/- 180 meters Scaled)
 DO0569
 DO0569                          SUPERSEDED SURVEY CONTROL
 DO0569
 DO0569  NGVD 29 (??/??/92)  425.059  (m)         1394.55   (f) ADJ UNCH    1 2
 DO0569
 DO0569.Superseded values are not recommended for survey control.
 DO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0569.See file dsdata.txt to determine how the superseded data were derived.
 DO0569
 DO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC270447(NAD 83)
 DO0569_MARKER: R = RIVET
 DO0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0569+STABILITY: SURFACE MOTION
 DO0569
 DO0569  HISTORY     - Date     Condition        Report By
 DO0569  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0569  HISTORY     - 1958     GOOD             NGS
 DO0569
 DO0569                          STATION DESCRIPTION
 DO0569
 DO0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0569'3.1 MI S FROM FOARD CITY.
 DO0569'3.1 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM FOARD
 DO0569'CITY, FOARD COUNTY, AT MILEPOST 532, AND 42 FEET WEST OF THE TRACK. A
 DO0569'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0013 ***********************************************************************
 CU0013  DESIGNATION -  RV 11
 CU0013  PID         -  CU0013
 CU0013  STATE/COUNTY-  TX/FISHER
 CU0013  USGS QUAD   -  ESKOTA (1987)
 CU0013
 CU0013                         *CURRENT SURVEY CONTROL
 CU0013  ___________________________________________________________________
 CU0013* NAD 83(1986)-  32 36 24.     (N)    100 22 29.     (W)     SCALED    
 CU0013* NAVD 88     -       616.888  (meters)    2023.91   (feet)  ADJUSTED  
 CU0013  ___________________________________________________________________
 CU0013  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CU0013  DYNAMIC HT  -         616.069 (meters)    2021.22  (feet)  COMP
 CU0013  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 CU0013
 CU0013  VERT ORDER  -  FIRST     CLASS II
 CU0013
 CU0013.The horizontal coordinates were scaled from a topographic map and have
 CU0013.an estimated accuracy of +/- 6 seconds.
 CU0013
 CU0013.The orthometric height was determined by differential leveling
 CU0013.and adjusted by the National Geodetic Survey in June 1991..
 CU0013
 CU0013.The geoid height was determined by GEOID03.
 CU0013
 CU0013.The dynamic height is computed by dividing the NAVD 88
 CU0013.geopotential number by the normal gravity value computed on the
 CU0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0013.degrees latitude (g = 980.6199 gals.).
 CU0013
 CU0013.The modeled gravity was interpolated from observed gravity values.
 CU0013
 CU0013;                    North         East    Units  Estimated Accuracy
 CU0013;SPC TXNC     - 2,105,810.      424,050.      MT  (+/- 180 meters Scaled)
 CU0013
 CU0013                          SUPERSEDED SURVEY CONTROL
 CU0013
 CU0013  NGVD 29 (??/??/92)  616.660  (m)         2023.16   (f) ADJ UNCH    1 2
 CU0013
 CU0013.Superseded values are not recommended for survey control.
 CU0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0013.See file dsdata.txt to determine how the superseded data were derived.
 CU0013
 CU0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB710085(NAD 83)
 CU0013_MARKER: R = RIVET
 CU0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0013+STABILITY: SURFACE MOTION
 CU0013
 CU0013  HISTORY     - Date     Condition        Report By
 CU0013  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0013  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0013
 CU0013                          STATION DESCRIPTION
 CU0013
 CU0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0013'3.6 MI SW FROM LONGWORTH.
 CU0013'3.6 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0013'LONGWORTH, FISHER COUNTY, AND 70 FEET NORTH OF A POINT 40 FEET WEST OF
 CU0013'MILEPOST 630.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CU0013'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0389 ***********************************************************************
 CR0389  DESIGNATION -  RV 11
 CR0389  PID         -  CR0389
 CR0389  STATE/COUNTY-  TX/SMITH
 CR0389  USGS QUAD   -  BULLARD (1973)
 CR0389
 CR0389                         *CURRENT SURVEY CONTROL
 CR0389  ___________________________________________________________________
 CR0389* NAD 83(1986)-  32 09 02.     (N)    095 19 42.     (W)     SCALED    
 CR0389* NAVD 88     -       148.246  (meters)     486.37   (feet)  ADJUSTED  
 CR0389  ___________________________________________________________________
 CR0389  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0389  DYNAMIC HT  -         148.070 (meters)     485.79  (feet)  COMP
 CR0389  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 CR0389
 CR0389  VERT ORDER  -  FIRST     CLASS II
 CR0389
 CR0389.The horizontal coordinates were scaled from a topographic map and have
 CR0389.an estimated accuracy of +/- 6 seconds.
 CR0389
 CR0389.The orthometric height was determined by differential leveling
 CR0389.and adjusted by the National Geodetic Survey in June 1991..
 CR0389.WARNING-Repeat measurements at this control monument indicate possible
 CR0389.vertical movement.
 CR0389
 CR0389.The geoid height was determined by GEOID03.
 CR0389
 CR0389.The dynamic height is computed by dividing the NAVD 88
 CR0389.geopotential number by the normal gravity value computed on the
 CR0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0389.degrees latitude (g = 980.6199 gals.).
 CR0389
 CR0389.The modeled gravity was interpolated from observed gravity values.
 CR0389
 CR0389;                    North         East    Units  Estimated Accuracy
 CR0389;SPC TXNC     - 2,058,180.      899,160.      MT  (+/- 180 meters Scaled)
 CR0389
 CR0389                          SUPERSEDED SURVEY CONTROL
 CR0389
 CR0389  NGVD 29 (??/??/92)  148.272  (m)          486.46   (f) ADJ UNCH    1 2
 CR0389
 CR0389.Superseded values are not recommended for survey control.
 CR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0389.See file dsdata.txt to determine how the superseded data were derived.
 CR0389
 CR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR804594(NAD 83)
 CR0389_MARKER: R = RIVET
 CR0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0389_SP_SET: CULVERT
 CR0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0389
 CR0389  HISTORY     - Date     Condition        Report By
 CR0389  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0389  HISTORY     - 1959     GOOD             NGS
 CR0389  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0389
 CR0389                          STATION DESCRIPTION
 CR0389
 CR0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0389'0.95 MI NW FROM BULLARD.
 CR0389'ABOUT 0.95 MILE NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0389'FROM THE POST OFFICE AT BULLARD, ABOUT 0.4 MILE SOUTHEAST OF MILEPOST
 CR0389'562, 59 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 115 FEET SOUTHEAST
 CR0389'OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, 19 1/2 FEET
 CR0389'SOUTHWEST OF THE CENTER LINE OF FARM ROAD 2493, AT A SMALL PIPE
 CR0389'CULVERT UNDER THE FARM ROAD, IN THE TOP OF THE NORTHWEST END OF THE
 CR0389'SOUTHWEST CONCRETE HEAD WALL OF THE CULVERT, AND ABOUT LEVEL WITH THE
 CR0389'TRACKS.
 CR0389
 CR0389                          STATION RECOVERY (1996)
 CR0389
 CR0389'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0570 ***********************************************************************
 DO0570  DESIGNATION -  RV 110
 DO0570  PID         -  DO0570
 DO0570  STATE/COUNTY-  TX/FOARD
 DO0570  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0570
 DO0570                         *CURRENT SURVEY CONTROL
 DO0570  ___________________________________________________________________
 DO0570* NAD 83(1986)-  33 51 15.     (N)    099 47 29.     (W)     SCALED    
 DO0570* NAVD 88     -       435.313  (meters)    1428.19   (feet)  ADJUSTED  
 DO0570  ___________________________________________________________________
 DO0570  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0570  DYNAMIC HT  -         434.807 (meters)    1426.53  (feet)  COMP
 DO0570  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 DO0570
 DO0570  VERT ORDER  -  FIRST     CLASS II
 DO0570
 DO0570.The horizontal coordinates were scaled from a topographic map and have
 DO0570.an estimated accuracy of +/- 6 seconds.
 DO0570
 DO0570.The orthometric height was determined by differential leveling
 DO0570.and adjusted by the National Geodetic Survey in June 1991..
 DO0570
 DO0570.The geoid height was determined by GEOID03.
 DO0570
 DO0570.The dynamic height is computed by dividing the NAVD 88
 DO0570.geopotential number by the normal gravity value computed on the
 DO0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0570.degrees latitude (g = 980.6199 gals.).
 DO0570
 DO0570.The modeled gravity was interpolated from observed gravity values.
 DO0570
 DO0570;                    North         East    Units  Estimated Accuracy
 DO0570;SPC TXNC     - 2,243,320.      480,500.      MT  (+/- 180 meters Scaled)
 DO0570
 DO0570                          SUPERSEDED SURVEY CONTROL
 DO0570
 DO0570  NGVD 29 (??/??/92)  435.163  (m)         1427.70   (f) ADJ UNCH    1 2
 DO0570
 DO0570.Superseded values are not recommended for survey control.
 DO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0570.See file dsdata.txt to determine how the superseded data were derived.
 DO0570
 DO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC267462(NAD 83)
 DO0570_MARKER: R = RIVET
 DO0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0570+STABILITY: SURFACE MOTION
 DO0570
 DO0570  HISTORY     - Date     Condition        Report By
 DO0570  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0570  HISTORY     - 1958     GOOD             NGS
 DO0570
 DO0570                          STATION DESCRIPTION
 DO0570
 DO0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0570'2.1 MI S FROM FOARD CITY.
 DO0570'2.1 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM FOARD
 DO0570'CITY, FOARD COUNTY, AT MILEPOST 531, AND 39 FEET WEST OF THE TRACK. A
 DO0570'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0572 ***********************************************************************
 DO0572  DESIGNATION -  RV 111
 DO0572  PID         -  DO0572
 DO0572  STATE/COUNTY-  TX/FOARD
 DO0572  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0572
 DO0572                         *CURRENT SURVEY CONTROL
 DO0572  ___________________________________________________________________
 DO0572* NAD 83(1986)-  33 52 08.     (N)    099 47 43.     (W)     SCALED    
 DO0572* NAVD 88     -       449.955  (meters)    1476.23   (feet)  ADJUSTED  
 DO0572  ___________________________________________________________________
 DO0572  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0572  DYNAMIC HT  -         449.432 (meters)    1474.51  (feet)  COMP
 DO0572  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 DO0572
 DO0572  VERT ORDER  -  FIRST     CLASS II
 DO0572
 DO0572.The horizontal coordinates were scaled from a topographic map and have
 DO0572.an estimated accuracy of +/- 6 seconds.
 DO0572
 DO0572.The orthometric height was determined by differential leveling
 DO0572.and adjusted by the National Geodetic Survey in June 1991..
 DO0572
 DO0572.The geoid height was determined by GEOID03.
 DO0572
 DO0572.The dynamic height is computed by dividing the NAVD 88
 DO0572.geopotential number by the normal gravity value computed on the
 DO0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0572.degrees latitude (g = 980.6199 gals.).
 DO0572
 DO0572.The modeled gravity was interpolated from observed gravity values.
 DO0572
 DO0572;                    North         East    Units  Estimated Accuracy
 DO0572;SPC TXNC     - 2,244,950.      480,160.      MT  (+/- 180 meters Scaled)
 DO0572
 DO0572                          SUPERSEDED SURVEY CONTROL
 DO0572
 DO0572  NGVD 29 (??/??/92)  449.800  (m)         1475.72   (f) ADJ UNCH    1 2
 DO0572
 DO0572.Superseded values are not recommended for survey control.
 DO0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0572.See file dsdata.txt to determine how the superseded data were derived.
 DO0572
 DO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC264479(NAD 83)
 DO0572_MARKER: R = RIVET
 DO0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0572+STABILITY: SURFACE MOTION
 DO0572
 DO0572  HISTORY     - Date     Condition        Report By
 DO0572  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0572  HISTORY     - 1958     GOOD             NGS
 DO0572
 DO0572                          STATION DESCRIPTION
 DO0572
 DO0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0572'1.1 MI S FROM FOARD CITY.
 DO0572'1.1 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM FOARD
 DO0572'CITY, FOARD COUNTY, AT MILEPOST 530, AND 45 FEET WEST OF THE TRACK. A
 DO0572'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0574 ***********************************************************************
 DO0574  DESIGNATION -  RV 112
 DO0574  PID         -  DO0574
 DO0574  STATE/COUNTY-  TX/FOARD
 DO0574  USGS QUAD   -  FOARD CITY (1968)
 DO0574
 DO0574                         *CURRENT SURVEY CONTROL
 DO0574  ___________________________________________________________________
 DO0574* NAD 83(1986)-  33 52 57.     (N)    099 47 37.     (W)     SCALED    
 DO0574* NAVD 88     -       454.483  (meters)    1491.08   (feet)  ADJUSTED  
 DO0574  ___________________________________________________________________
 DO0574  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0574  DYNAMIC HT  -         453.956 (meters)    1489.35  (feet)  COMP
 DO0574  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 DO0574
 DO0574  VERT ORDER  -  FIRST     CLASS II
 DO0574
 DO0574.The horizontal coordinates were scaled from a topographic map and have
 DO0574.an estimated accuracy of +/- 6 seconds.
 DO0574
 DO0574.The orthometric height was determined by differential leveling
 DO0574.and adjusted by the National Geodetic Survey in June 1991..
 DO0574
 DO0574.The geoid height was determined by GEOID03.
 DO0574
 DO0574.The dynamic height is computed by dividing the NAVD 88
 DO0574.geopotential number by the normal gravity value computed on the
 DO0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0574.degrees latitude (g = 980.6199 gals.).
 DO0574
 DO0574.The modeled gravity was interpolated from observed gravity values.
 DO0574
 DO0574;                    North         East    Units  Estimated Accuracy
 DO0574;SPC TXNC     - 2,246,460.      480,330.      MT  (+/- 180 meters Scaled)
 DO0574
 DO0574                          SUPERSEDED SURVEY CONTROL
 DO0574
 DO0574  NGVD 29 (??/??/92)  454.327  (m)         1490.57   (f) ADJ UNCH    1 2
 DO0574
 DO0574.Superseded values are not recommended for survey control.
 DO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0574.See file dsdata.txt to determine how the superseded data were derived.
 DO0574
 DO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC266494(NAD 83)
 DO0574_MARKER: R = RIVET
 DO0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0574+STABILITY: SURFACE MOTION
 DO0574
 DO0574  HISTORY     - Date     Condition        Report By
 DO0574  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0574  HISTORY     - 1969     GOOD             NGS
 DO0574
 DO0574                          STATION DESCRIPTION
 DO0574
 DO0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DO0574'8 MI SW FROM CROWELL.
 DO0574'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE ROUTE
 DO0574'283 IN CROWELL, GO SOUTH ON STATE ROUTE 283 FOR 7.75 MILES TO THE
 DO0574'JUNCTION OF FARM ROAD 263.  TURN RIGHT AND GO WEST ON FARM ROAD 263
 DO0574'FOR 1.5 MILES TO A RAILROAD CROSSING AND THE MARK IN THE SOUTHWEST
 DO0574'ANGLE OF THE RAILROAD AND THE FARM ROAD.  THE MARK IS A MONEL-METAL
 DO0574'RIVET SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 DO0574'PROJECTS 3 INCHES.  IT IS 132 FEET SOUTH OF THE FARM ROAD, 41 FEET
 DO0574'WEST-NORTHWEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 24 FEET EAST
 DO0574'OF MILEPOST 529 AND 3 FEET EAST OF TELEPHONE POLE NUMBER 58G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0575 ***********************************************************************
 DO0575  DESIGNATION -  RV 113
 DO0575  PID         -  DO0575
 DO0575  STATE/COUNTY-  TX/FOARD
 DO0575  USGS QUAD   -  FOARD CITY (1968)
 DO0575
 DO0575                         *CURRENT SURVEY CONTROL
 DO0575  ___________________________________________________________________
 DO0575* NAD 83(1986)-  33 53 42.     (N)    099 47 05.     (W)     SCALED    
 DO0575* NAVD 88     -       450.882  (meters)    1479.27   (feet)  ADJUSTED  
 DO0575  ___________________________________________________________________
 DO0575  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DO0575  DYNAMIC HT  -         450.359 (meters)    1477.55  (feet)  COMP
 DO0575  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 DO0575
 DO0575  VERT ORDER  -  FIRST     CLASS II
 DO0575
 DO0575.The horizontal coordinates were scaled from a topographic map and have
 DO0575.an estimated accuracy of +/- 6 seconds.
 DO0575
 DO0575.The orthometric height was determined by differential leveling
 DO0575.and adjusted by the National Geodetic Survey in June 1991..
 DO0575
 DO0575.The geoid height was determined by GEOID03.
 DO0575
 DO0575.The dynamic height is computed by dividing the NAVD 88
 DO0575.geopotential number by the normal gravity value computed on the
 DO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0575.degrees latitude (g = 980.6199 gals.).
 DO0575
 DO0575.The modeled gravity was interpolated from observed gravity values.
 DO0575
 DO0575;                    North         East    Units  Estimated Accuracy
 DO0575;SPC TXNC     - 2,247,840.      481,170.      MT  (+/- 180 meters Scaled)
 DO0575
 DO0575                          SUPERSEDED SURVEY CONTROL
 DO0575
 DO0575  NGVD 29 (??/??/92)  450.726  (m)         1478.76   (f) ADJ UNCH    1 2
 DO0575
 DO0575.Superseded values are not recommended for survey control.
 DO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0575.See file dsdata.txt to determine how the superseded data were derived.
 DO0575
 DO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC274507(NAD 83)
 DO0575_MARKER: R = RIVET
 DO0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0575+STABILITY: SURFACE MOTION
 DO0575
 DO0575  HISTORY     - Date     Condition        Report By
 DO0575  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0575  HISTORY     - 1958     GOOD             NGS
 DO0575
 DO0575                          STATION DESCRIPTION
 DO0575
 DO0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0575'1.1 MI N FROM FOARD CITY.
 DO0575'1.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM FOARD
 DO0575'CITY, FOARD COUNTY, AT MILEPOST 528, AND 45 FEET WEST OF THE TRACK. A
 DO0575'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0576 ***********************************************************************
 DO0576  DESIGNATION -  RV 114
 DO0576  PID         -  DO0576
 DO0576  STATE/COUNTY-  TX/FOARD
 DO0576  USGS QUAD   -  FOARD CITY (1968)
 DO0576
 DO0576                         *CURRENT SURVEY CONTROL
 DO0576  ___________________________________________________________________
 DO0576* NAD 83(1986)-  33 54 28.     (N)    099 46 34.     (W)     SCALED    
 DO0576* NAVD 88     -       453.842  (meters)    1488.98   (feet)  ADJUSTED  
 DO0576  ___________________________________________________________________
 DO0576  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0576  DYNAMIC HT  -         453.315 (meters)    1487.25  (feet)  COMP
 DO0576  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 DO0576
 DO0576  VERT ORDER  -  FIRST     CLASS II
 DO0576
 DO0576.The horizontal coordinates were scaled from a topographic map and have
 DO0576.an estimated accuracy of +/- 6 seconds.
 DO0576
 DO0576.The orthometric height was determined by differential leveling
 DO0576.and adjusted by the National Geodetic Survey in June 1991..
 DO0576
 DO0576.The geoid height was determined by GEOID03.
 DO0576
 DO0576.The dynamic height is computed by dividing the NAVD 88
 DO0576.geopotential number by the normal gravity value computed on the
 DO0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0576.degrees latitude (g = 980.6199 gals.).
 DO0576
 DO0576.The modeled gravity was interpolated from observed gravity values.
 DO0576
 DO0576;                    North         East    Units  Estimated Accuracy
 DO0576;SPC TXNC     - 2,249,240.      481,980.      MT  (+/- 180 meters Scaled)
 DO0576
 DO0576                          SUPERSEDED SURVEY CONTROL
 DO0576
 DO0576  NGVD 29 (??/??/92)  453.684  (m)         1488.46   (f) ADJ UNCH    1 2
 DO0576
 DO0576.Superseded values are not recommended for survey control.
 DO0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0576.See file dsdata.txt to determine how the superseded data were derived.
 DO0576
 DO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC282522(NAD 83)
 DO0576_MARKER: R = RIVET
 DO0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0576+STABILITY: SURFACE MOTION
 DO0576
 DO0576  HISTORY     - Date     Condition        Report By
 DO0576  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0576  HISTORY     - 1958     GOOD             NGS
 DO0576
 DO0576                          STATION DESCRIPTION
 DO0576
 DO0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0576'2.1 MI N FROM FOARD CITY.
 DO0576'2.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM FOARD
 DO0576'CITY, FOARD COUNTY, AT MILEPOST 527, AND 45 FEET WEST OF THE TRACK. A
 DO0576'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0578 ***********************************************************************
 DO0578  DESIGNATION -  RV 115
 DO0578  PID         -  DO0578
 DO0578  STATE/COUNTY-  TX/FOARD
 DO0578  USGS QUAD   -  FOARD CITY (1968)
 DO0578
 DO0578                         *CURRENT SURVEY CONTROL
 DO0578  ___________________________________________________________________
 DO0578* NAD 83(1986)-  33 55 12.     (N)    099 46 05.     (W)     SCALED    
 DO0578* NAVD 88     -       451.656  (meters)    1481.81   (feet)  ADJUSTED  
 DO0578  ___________________________________________________________________
 DO0578  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DO0578  DYNAMIC HT  -         451.132 (meters)    1480.09  (feet)  COMP
 DO0578  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 DO0578
 DO0578  VERT ORDER  -  FIRST     CLASS II
 DO0578
 DO0578.The horizontal coordinates were scaled from a topographic map and have
 DO0578.an estimated accuracy of +/- 6 seconds.
 DO0578
 DO0578.The orthometric height was determined by differential leveling
 DO0578.and adjusted by the National Geodetic Survey in June 1991..
 DO0578
 DO0578.The geoid height was determined by GEOID03.
 DO0578
 DO0578.The dynamic height is computed by dividing the NAVD 88
 DO0578.geopotential number by the normal gravity value computed on the
 DO0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0578.degrees latitude (g = 980.6199 gals.).
 DO0578
 DO0578.The modeled gravity was interpolated from observed gravity values.
 DO0578
 DO0578;                    North         East    Units  Estimated Accuracy
 DO0578;SPC TXNC     - 2,250,590.      482,750.      MT  (+/- 180 meters Scaled)
 DO0578
 DO0578                          SUPERSEDED SURVEY CONTROL
 DO0578
 DO0578  NGVD 29 (??/??/92)  451.499  (m)         1481.29   (f) ADJ UNCH    1 2
 DO0578
 DO0578.Superseded values are not recommended for survey control.
 DO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0578.See file dsdata.txt to determine how the superseded data were derived.
 DO0578
 DO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC290535(NAD 83)
 DO0578_MARKER: R = RIVET
 DO0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0578+STABILITY: SURFACE MOTION
 DO0578
 DO0578  HISTORY     - Date     Condition        Report By
 DO0578  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0578  HISTORY     - 1958     GOOD             NGS
 DO0578
 DO0578                          STATION DESCRIPTION
 DO0578
 DO0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0578'3.1 MI N FROM FOARD CITY.
 DO0578'3.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM FOARD
 DO0578'CITY, FOARD COUNTY, AT MILEPOST 526, AND 45 FEET WEST OF THE TRACK. A
 DO0578'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0579 ***********************************************************************
 DO0579  DESIGNATION -  RV 116
 DO0579  PID         -  DO0579
 DO0579  STATE/COUNTY-  TX/FOARD
 DO0579  USGS QUAD   -  FOARD CITY (1968)
 DO0579
 DO0579                         *CURRENT SURVEY CONTROL
 DO0579  ___________________________________________________________________
 DO0579* NAD 83(1986)-  33 55 59.     (N)    099 45 35.     (W)     SCALED    
 DO0579* NAVD 88     -       449.635  (meters)    1475.18   (feet)  ADJUSTED  
 DO0579  ___________________________________________________________________
 DO0579  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DO0579  DYNAMIC HT  -         449.114 (meters)    1473.47  (feet)  COMP
 DO0579  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 DO0579
 DO0579  VERT ORDER  -  FIRST     CLASS II
 DO0579
 DO0579.The horizontal coordinates were scaled from a topographic map and have
 DO0579.an estimated accuracy of +/- 6 seconds.
 DO0579
 DO0579.The orthometric height was determined by differential leveling
 DO0579.and adjusted by the National Geodetic Survey in June 1991..
 DO0579
 DO0579.The geoid height was determined by GEOID03.
 DO0579
 DO0579.The dynamic height is computed by dividing the NAVD 88
 DO0579.geopotential number by the normal gravity value computed on the
 DO0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0579.degrees latitude (g = 980.6199 gals.).
 DO0579
 DO0579.The modeled gravity was interpolated from observed gravity values.
 DO0579
 DO0579;                    North         East    Units  Estimated Accuracy
 DO0579;SPC TXNC     - 2,252,030.      483,530.      MT  (+/- 180 meters Scaled)
 DO0579
 DO0579                          SUPERSEDED SURVEY CONTROL
 DO0579
 DO0579  NGVD 29 (??/??/92)  449.478  (m)         1474.66   (f) ADJ UNCH    1 2
 DO0579
 DO0579.Superseded values are not recommended for survey control.
 DO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0579.See file dsdata.txt to determine how the superseded data were derived.
 DO0579
 DO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC297549(NAD 83)
 DO0579_MARKER: R = RIVET
 DO0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0579+STABILITY: SURFACE MOTION
 DO0579
 DO0579  HISTORY     - Date     Condition        Report By
 DO0579  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0579  HISTORY     - 1958     GOOD             NGS
 DO0579
 DO0579                          STATION DESCRIPTION
 DO0579
 DO0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0579'3.5 MI S FROM CROWELL.
 DO0579'3.5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM CROWELL,
 DO0579'FOARD COUNTY, AT MILEPOST 525, AND 44 FEET WEST OF THE TRACK. A
 DO0579'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0581 ***********************************************************************
 DO0581  DESIGNATION -  RV 117
 DO0581  PID         -  DO0581
 DO0581  STATE/COUNTY-  TX/FOARD
 DO0581  USGS QUAD   -  FOARD CITY (1968)
 DO0581
 DO0581                         *CURRENT SURVEY CONTROL
 DO0581  ___________________________________________________________________
 DO0581* NAD 83(1986)-  33 56 45.     (N)    099 45 03.     (W)     SCALED    
 DO0581* NAVD 88     -       451.519  (meters)    1481.36   (feet)  ADJUSTED  
 DO0581  ___________________________________________________________________
 DO0581  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DO0581  DYNAMIC HT  -         450.996 (meters)    1479.64  (feet)  COMP
 DO0581  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 DO0581
 DO0581  VERT ORDER  -  FIRST     CLASS II
 DO0581
 DO0581.The horizontal coordinates were scaled from a topographic map and have
 DO0581.an estimated accuracy of +/- 6 seconds.
 DO0581
 DO0581.The orthometric height was determined by differential leveling
 DO0581.and adjusted by the National Geodetic Survey in June 1991..
 DO0581
 DO0581.The geoid height was determined by GEOID03.
 DO0581
 DO0581.The dynamic height is computed by dividing the NAVD 88
 DO0581.geopotential number by the normal gravity value computed on the
 DO0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0581.degrees latitude (g = 980.6199 gals.).
 DO0581
 DO0581.The modeled gravity was interpolated from observed gravity values.
 DO0581
 DO0581;                    North         East    Units  Estimated Accuracy
 DO0581;SPC TXNC     - 2,253,440.      484,370.      MT  (+/- 180 meters Scaled)
 DO0581
 DO0581                          SUPERSEDED SURVEY CONTROL
 DO0581
 DO0581  NGVD 29 (??/??/92)  451.361  (m)         1480.84   (f) ADJ UNCH    1 2
 DO0581
 DO0581.Superseded values are not recommended for survey control.
 DO0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0581.See file dsdata.txt to determine how the superseded data were derived.
 DO0581
 DO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC306564(NAD 83)
 DO0581_MARKER: R = RIVET
 DO0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0581+STABILITY: SURFACE MOTION
 DO0581
 DO0581  HISTORY     - Date     Condition        Report By
 DO0581  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0581  HISTORY     - 1958     GOOD             NGS
 DO0581
 DO0581                          STATION DESCRIPTION
 DO0581
 DO0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0581'2.5 MI S FROM CROWELL.
 DO0581'2.5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM CROWELL,
 DO0581'FOARD COUNTY, AT MILEPOST 524, AND 45 FEET WEST OF THE TRACK. A
 DO0581'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0583 ***********************************************************************
 DO0583  DESIGNATION -  RV 118
 DO0583  PID         -  DO0583
 DO0583  STATE/COUNTY-  TX/FOARD
 DO0583  USGS QUAD   -  CROWELL (1966)
 DO0583
 DO0583                         *CURRENT SURVEY CONTROL
 DO0583  ___________________________________________________________________
 DO0583* NAD 83(1986)-  33 57 31.     (N)    099 44 33.     (W)     SCALED    
 DO0583* NAVD 88     -       449.764  (meters)    1475.60   (feet)  ADJUSTED  
 DO0583  ___________________________________________________________________
 DO0583  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DO0583  DYNAMIC HT  -         449.244 (meters)    1473.89  (feet)  COMP
 DO0583  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 DO0583
 DO0583  VERT ORDER  -  FIRST     CLASS II
 DO0583
 DO0583.The horizontal coordinates were scaled from a topographic map and have
 DO0583.an estimated accuracy of +/- 6 seconds.
 DO0583
 DO0583.The orthometric height was determined by differential leveling
 DO0583.and adjusted by the National Geodetic Survey in June 1991..
 DO0583
 DO0583.The geoid height was determined by GEOID03.
 DO0583
 DO0583.The dynamic height is computed by dividing the NAVD 88
 DO0583.geopotential number by the normal gravity value computed on the
 DO0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0583.degrees latitude (g = 980.6199 gals.).
 DO0583
 DO0583.The modeled gravity was interpolated from observed gravity values.
 DO0583
 DO0583;                    North         East    Units  Estimated Accuracy
 DO0583;SPC TXNC     - 2,254,850.      485,160.      MT  (+/- 180 meters Scaled)
 DO0583
 DO0583                          SUPERSEDED SURVEY CONTROL
 DO0583
 DO0583  NGVD 29 (??/??/92)  449.605  (m)         1475.08   (f) ADJ UNCH    1 2
 DO0583
 DO0583.Superseded values are not recommended for survey control.
 DO0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0583.See file dsdata.txt to determine how the superseded data were derived.
 DO0583
 DO0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC313578(NAD 83)
 DO0583_MARKER: R = RIVET
 DO0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0583+STABILITY: SURFACE MOTION
 DO0583
 DO0583  HISTORY     - Date     Condition        Report By
 DO0583  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0583  HISTORY     - 1958     GOOD             NGS
 DO0583
 DO0583                          STATION DESCRIPTION
 DO0583
 DO0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0583'1.5 MI S FROM CROWELL.
 DO0583'1.5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM CROWELL,
 DO0583'FOARD COUNTY, AT MILEPOST 523.2 AND 45 FEET WEST OF THE TRACK. A
 DO0583'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0584 ***********************************************************************
 DO0584  DESIGNATION -  RV 119
 DO0584  PID         -  DO0584
 DO0584  STATE/COUNTY-  TX/FOARD
 DO0584  USGS QUAD   -  CROWELL (1966)
 DO0584
 DO0584                         *CURRENT SURVEY CONTROL
 DO0584  ___________________________________________________________________
 DO0584* NAD 83(1986)-  33 58 12.     (N)    099 43 52.     (W)     SCALED    
 DO0584* NAVD 88     -       447.301  (meters)    1467.52   (feet)  ADJUSTED  
 DO0584  ___________________________________________________________________
 DO0584  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DO0584  DYNAMIC HT  -         446.785 (meters)    1465.83  (feet)  COMP
 DO0584  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 DO0584
 DO0584  VERT ORDER  -  FIRST     CLASS II
 DO0584
 DO0584.The horizontal coordinates were scaled from a topographic map and have
 DO0584.an estimated accuracy of +/- 6 seconds.
 DO0584
 DO0584.The orthometric height was determined by differential leveling
 DO0584.and adjusted by the National Geodetic Survey in June 1991..
 DO0584
 DO0584.The geoid height was determined by GEOID03.
 DO0584
 DO0584.The dynamic height is computed by dividing the NAVD 88
 DO0584.geopotential number by the normal gravity value computed on the
 DO0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0584.degrees latitude (g = 980.6199 gals.).
 DO0584
 DO0584.The modeled gravity was interpolated from observed gravity values.
 DO0584
 DO0584;                    North         East    Units  Estimated Accuracy
 DO0584;SPC TXNC     - 2,256,100.      486,230.      MT  (+/- 180 meters Scaled)
 DO0584
 DO0584                          SUPERSEDED SURVEY CONTROL
 DO0584
 DO0584  NGVD 29 (??/??/92)  447.144  (m)         1467.00   (f) ADJ UNCH    1 2
 DO0584
 DO0584.Superseded values are not recommended for survey control.
 DO0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0584.See file dsdata.txt to determine how the superseded data were derived.
 DO0584
 DO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC324590(NAD 83)
 DO0584_MARKER: R = RIVET
 DO0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0584+STABILITY: SURFACE MOTION
 DO0584
 DO0584  HISTORY     - Date     Condition        Report By
 DO0584  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0584  HISTORY     - 1958     GOOD             NGS
 DO0584
 DO0584                          STATION DESCRIPTION
 DO0584
 DO0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0584'0.5 MI S FROM CROWELL.
 DO0584'0.5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM CROWELL,
 DO0584'FOARD COUNTY, AT MILEPOST 522, AND 44 FEET EAST OF THE TRACK. A
 DO0584'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0014 ***********************************************************************
 CU0014  DESIGNATION -  RV 12
 CU0014  PID         -  CU0014
 CU0014  STATE/COUNTY-  TX/FISHER
 CU0014  USGS QUAD   -  ESKOTA (1987)
 CU0014
 CU0014                         *CURRENT SURVEY CONTROL
 CU0014  ___________________________________________________________________
 CU0014* NAD 83(1986)-  32 37 12.     (N)    100 22 06.     (W)     SCALED    
 CU0014* NAVD 88     -       605.503  (meters)    1986.55   (feet)  ADJUSTED  
 CU0014  ___________________________________________________________________
 CU0014  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CU0014  DYNAMIC HT  -         604.699 (meters)    1983.92  (feet)  COMP
 CU0014  MODELED GRAV-     979,292.7   (mgal)                       NAVD 88
 CU0014
 CU0014  VERT ORDER  -  FIRST     CLASS II
 CU0014
 CU0014.The horizontal coordinates were scaled from a topographic map and have
 CU0014.an estimated accuracy of +/- 6 seconds.
 CU0014
 CU0014.The orthometric height was determined by differential leveling
 CU0014.and adjusted by the National Geodetic Survey in June 1991..
 CU0014
 CU0014.The geoid height was determined by GEOID03.
 CU0014
 CU0014.The dynamic height is computed by dividing the NAVD 88
 CU0014.geopotential number by the normal gravity value computed on the
 CU0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0014.degrees latitude (g = 980.6199 gals.).
 CU0014
 CU0014.The modeled gravity was interpolated from observed gravity values.
 CU0014
 CU0014;                    North         East    Units  Estimated Accuracy
 CU0014;SPC TXNC     - 2,107,270.      424,680.      MT  (+/- 180 meters Scaled)
 CU0014
 CU0014                          SUPERSEDED SURVEY CONTROL
 CU0014
 CU0014  NGVD 29 (??/??/92)  605.277  (m)         1985.81   (f) ADJ UNCH    1 2
 CU0014
 CU0014.Superseded values are not recommended for survey control.
 CU0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0014.See file dsdata.txt to determine how the superseded data were derived.
 CU0014
 CU0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB716099(NAD 83)
 CU0014_MARKER: R = RIVET
 CU0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0014+STABILITY: SURFACE MOTION
 CU0014
 CU0014  HISTORY     - Date     Condition        Report By
 CU0014  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0014  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0014
 CU0014                          STATION DESCRIPTION
 CU0014
 CU0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0014'2.6 MI SW FROM LONGWORTH.
 CU0014'2.6 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0014'LONGWORTH, FISHER COUNTY, AND 38 FEET WEST OF MILEPOST 629.  A
 CU0014'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0391 ***********************************************************************
 CR0391  DESIGNATION -  RV 12
 CR0391  PID         -  CR0391
 CR0391  STATE/COUNTY-  TX/SMITH
 CR0391  USGS QUAD   -  BULLARD (1973)
 CR0391
 CR0391                         *CURRENT SURVEY CONTROL
 CR0391  ___________________________________________________________________
 CR0391* NAD 83(1986)-  32 09 48.     (N)    095 20 14.     (W)     SCALED    
 CR0391* NAVD 88     -       142.336  (meters)     466.98   (feet)  ADJUSTED  
 CR0391  ___________________________________________________________________
 CR0391  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0391  DYNAMIC HT  -         142.168 (meters)     466.43  (feet)  COMP
 CR0391  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 CR0391
 CR0391  VERT ORDER  -  FIRST     CLASS II
 CR0391
 CR0391.The horizontal coordinates were scaled from a topographic map and have
 CR0391.an estimated accuracy of +/- 6 seconds.
 CR0391
 CR0391.The orthometric height was determined by differential leveling
 CR0391.and adjusted by the National Geodetic Survey in June 1991..
 CR0391
 CR0391.The geoid height was determined by GEOID03.
 CR0391
 CR0391.The dynamic height is computed by dividing the NAVD 88
 CR0391.geopotential number by the normal gravity value computed on the
 CR0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0391.degrees latitude (g = 980.6199 gals.).
 CR0391
 CR0391.The modeled gravity was interpolated from observed gravity values.
 CR0391
 CR0391;                    North         East    Units  Estimated Accuracy
 CR0391;SPC TXNC     - 2,059,570.      898,280.      MT  (+/- 180 meters Scaled)
 CR0391
 CR0391                          SUPERSEDED SURVEY CONTROL
 CR0391
 CR0391  NGVD 29 (??/??/92)  142.357  (m)          467.05   (f) ADJ UNCH    1 2
 CR0391
 CR0391.Superseded values are not recommended for survey control.
 CR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0391.See file dsdata.txt to determine how the superseded data were derived.
 CR0391
 CR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR796609(NAD 83)
 CR0391_MARKER: R = RIVET
 CR0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0391_SP_SET: CULVERT
 CR0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0391
 CR0391  HISTORY     - Date     Condition        Report By
 CR0391  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0391  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0391  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0391
 CR0391                          STATION DESCRIPTION
 CR0391
 CR0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0391'2.1 MI N FROM BULLARD.
 CR0391'2.1 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM BULLARD,
 CR0391'SMITH COUNTY, AT POLE 561-9-1/2, 60 FEET EAST OF THE TRACK, AT A
 CR0391'CONCRETE-BOX CULVERT UNDER STATE HIGHWAY 37, AND IN THE TOP OF THE
 CR0391'NORTHWEST CORNER OF THE WEST CONCRETE COPING.  A STANDARD MONEL-METAL
 CR0391'RIVET.
 CR0391
 CR0391                          STATION RECOVERY (1996)
 CR0391
 CR0391'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0586 ***********************************************************************
 DO0586  DESIGNATION -  RV 120
 DO0586  PID         -  DO0586
 DO0586  STATE/COUNTY-  TX/FOARD
 DO0586  USGS QUAD   -  CROWELL (1966)
 DO0586
 DO0586                         *CURRENT SURVEY CONTROL
 DO0586  ___________________________________________________________________
 DO0586* NAD 83(1986)-  33 58 51.     (N)    099 43 10.     (W)     SCALED    
 DO0586* NAVD 88     -       446.542  (meters)    1465.03   (feet)  ADJUSTED  
 DO0586  ___________________________________________________________________
 DO0586  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DO0586  DYNAMIC HT  -         446.028 (meters)    1463.34  (feet)  COMP
 DO0586  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 DO0586
 DO0586  VERT ORDER  -  FIRST     CLASS II
 DO0586
 DO0586.The horizontal coordinates were scaled from a topographic map and have
 DO0586.an estimated accuracy of +/- 6 seconds.
 DO0586
 DO0586.The orthometric height was determined by differential leveling
 DO0586.and adjusted by the National Geodetic Survey in June 1991..
 DO0586.WARNING-Repeat measurements at this control monument indicate possible
 DO0586.vertical movement.
 DO0586
 DO0586.The geoid height was determined by GEOID03.
 DO0586
 DO0586.The dynamic height is computed by dividing the NAVD 88
 DO0586.geopotential number by the normal gravity value computed on the
 DO0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0586.degrees latitude (g = 980.6199 gals.).
 DO0586
 DO0586.The modeled gravity was interpolated from observed gravity values.
 DO0586
 DO0586;                    North         East    Units  Estimated Accuracy
 DO0586;SPC TXNC     - 2,257,290.      487,320.      MT  (+/- 180 meters Scaled)
 DO0586
 DO0586                          SUPERSEDED SURVEY CONTROL
 DO0586
 DO0586  NGVD 29 (??/??/92)  446.383  (m)         1464.51   (f) ADJ UNCH    1 2
 DO0586
 DO0586.Superseded values are not recommended for survey control.
 DO0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0586.See file dsdata.txt to determine how the superseded data were derived.
 DO0586
 DO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC335602(NAD 83)
 DO0586_MARKER: R = RIVET
 DO0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0586+STABILITY: SURFACE MOTION
 DO0586
 DO0586  HISTORY     - Date     Condition        Report By
 DO0586  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0586  HISTORY     - 1958     GOOD             NGS
 DO0586
 DO0586                          STATION DESCRIPTION
 DO0586
 DO0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0586'IN CROWELL.
 DO0586'AT THE NORTH SIDE OF CROWELL, FOARD COUNTY, ON THE PANHANDLE AND SANTA
 DO0586'FE RAILWAY, 174 FEET NORTH OF MILEPOST 521, AND 48 FEET EAST OF THE
 DO0586'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0586'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0587 ***********************************************************************
 DO0587  DESIGNATION -  RV 121
 DO0587  PID         -  DO0587
 DO0587  STATE/COUNTY-  TX/FOARD
 DO0587  USGS QUAD   -  CROWELL (1966)
 DO0587
 DO0587                         *CURRENT SURVEY CONTROL
 DO0587  ___________________________________________________________________
 DO0587* NAD 83(1986)-  33 59 29.     (N)    099 42 30.     (W)     SCALED    
 DO0587* NAVD 88     -       450.310  (meters)    1477.39   (feet)  ADJUSTED  
 DO0587  ___________________________________________________________________
 DO0587  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DO0587  DYNAMIC HT  -         449.793 (meters)    1475.70  (feet)  COMP
 DO0587  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 DO0587
 DO0587  VERT ORDER  -  FIRST     CLASS II
 DO0587
 DO0587.The horizontal coordinates were scaled from a topographic map and have
 DO0587.an estimated accuracy of +/- 6 seconds.
 DO0587
 DO0587.The orthometric height was determined by differential leveling
 DO0587.and adjusted by the National Geodetic Survey in June 1991..
 DO0587.WARNING-Repeat measurements at this control monument indicate possible
 DO0587.vertical movement.
 DO0587
 DO0587.The geoid height was determined by GEOID03.
 DO0587
 DO0587.The dynamic height is computed by dividing the NAVD 88
 DO0587.geopotential number by the normal gravity value computed on the
 DO0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0587.degrees latitude (g = 980.6199 gals.).
 DO0587
 DO0587.The modeled gravity was interpolated from observed gravity values.
 DO0587
 DO0587;                    North         East    Units  Estimated Accuracy
 DO0587;SPC TXNC     - 2,258,440.      488,360.      MT  (+/- 180 meters Scaled)
 DO0587
 DO0587                          SUPERSEDED SURVEY CONTROL
 DO0587
 DO0587  NGVD 29 (??/??/92)  450.151  (m)         1476.87   (f) ADJ UNCH    1 2
 DO0587
 DO0587.Superseded values are not recommended for survey control.
 DO0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0587.See file dsdata.txt to determine how the superseded data were derived.
 DO0587
 DO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC345614(NAD 83)
 DO0587_MARKER: R = RIVET
 DO0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0587+STABILITY: SURFACE MOTION
 DO0587
 DO0587  HISTORY     - Date     Condition        Report By
 DO0587  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0587  HISTORY     - 1958     GOOD             NGS
 DO0587
 DO0587                          STATION DESCRIPTION
 DO0587
 DO0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0587'1.5 MI N FROM CROWELL.
 DO0587'1.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM CROWELL,
 DO0587'FOARD COUNTY, AT MILEPOST 520, AND 35 FEET WEST OF THE TRACK. A
 DO0587'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0587'SECOND-ORDER LEVELING ON 1935 SEEMS TO INDICATE THAT THE PRESENT
 DO0587'ELEVATION OF THIS BENCH MARK IS 450.151 METERS OR 1,476.870 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0383 ***********************************************************************
 EM0383  DESIGNATION -  RV 122
 EM0383  PID         -  EM0383
 EM0383  STATE/COUNTY-  TX/FOARD
 EM0383  USGS QUAD   -  MARGARET (1990)
 EM0383
 EM0383                         *CURRENT SURVEY CONTROL
 EM0383  ___________________________________________________________________
 EM0383* NAD 83(1986)-  34 00 10.     (N)    099 41 52.     (W)     SCALED    
 EM0383* NAVD 88     -       447.039  (meters)    1466.66   (feet)  ADJUSTED  
 EM0383  ___________________________________________________________________
 EM0383  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 EM0383  DYNAMIC HT  -         446.528 (meters)    1464.98  (feet)  COMP
 EM0383  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 EM0383
 EM0383  VERT ORDER  -  FIRST     CLASS II
 EM0383
 EM0383.The horizontal coordinates were scaled from a topographic map and have
 EM0383.an estimated accuracy of +/- 6 seconds.
 EM0383
 EM0383.The orthometric height was determined by differential leveling
 EM0383.and adjusted by the National Geodetic Survey in June 1991..
 EM0383
 EM0383.The geoid height was determined by GEOID03.
 EM0383
 EM0383.The dynamic height is computed by dividing the NAVD 88
 EM0383.geopotential number by the normal gravity value computed on the
 EM0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0383.degrees latitude (g = 980.6199 gals.).
 EM0383
 EM0383.The modeled gravity was interpolated from observed gravity values.
 EM0383
 EM0383;                    North         East    Units  Estimated Accuracy
 EM0383;SPC TXNC     - 2,259,700.      489,350.      MT  (+/- 180 meters Scaled)
 EM0383
 EM0383                          SUPERSEDED SURVEY CONTROL
 EM0383
 EM0383  NGVD 29 (??/??/92)  446.882  (m)         1466.15   (f) ADJ UNCH    1 2
 EM0383
 EM0383.Superseded values are not recommended for survey control.
 EM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0383.See file dsdata.txt to determine how the superseded data were derived.
 EM0383
 EM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC355626(NAD 83)
 EM0383_MARKER: R = RIVET
 EM0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0383+STABILITY: SURFACE MOTION
 EM0383
 EM0383  HISTORY     - Date     Condition        Report By
 EM0383  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0383  HISTORY     - 1958     GOOD             NGS
 EM0383
 EM0383                          STATION DESCRIPTION
 EM0383
 EM0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0383'2.5 MI N FROM CROWELL.
 EM0383'2.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM CROWELL,
 EM0383'FOARD COUNTY, AT MILEPOST 519, AND 35 FEET WEST OF THE TRACK. A
 EM0383'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0384 ***********************************************************************
 EM0384  DESIGNATION -  RV 123
 EM0384  PID         -  EM0384
 EM0384  STATE/COUNTY-  TX/FOARD
 EM0384  USGS QUAD   -  MARGARET (1990)
 EM0384
 EM0384                         *CURRENT SURVEY CONTROL
 EM0384  ___________________________________________________________________
 EM0384* NAD 83(1986)-  34 00 54.     (N)    099 41 05.     (W)     SCALED    
 EM0384* NAVD 88     -       445.230  (meters)    1460.73   (feet)  ADJUSTED  
 EM0384  ___________________________________________________________________
 EM0384  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 EM0384  DYNAMIC HT  -         444.722 (meters)    1459.06  (feet)  COMP
 EM0384  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 EM0384
 EM0384  VERT ORDER  -  FIRST     CLASS II
 EM0384
 EM0384.The horizontal coordinates were scaled from a topographic map and have
 EM0384.an estimated accuracy of +/- 6 seconds.
 EM0384
 EM0384.The orthometric height was determined by differential leveling
 EM0384.and adjusted by the National Geodetic Survey in June 1991..
 EM0384
 EM0384.The geoid height was determined by GEOID03.
 EM0384
 EM0384.The dynamic height is computed by dividing the NAVD 88
 EM0384.geopotential number by the normal gravity value computed on the
 EM0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0384.degrees latitude (g = 980.6199 gals.).
 EM0384
 EM0384.The modeled gravity was interpolated from observed gravity values.
 EM0384
 EM0384;                    North         East    Units  Estimated Accuracy
 EM0384;SPC TXNC     - 2,261,040.      490,570.      MT  (+/- 180 meters Scaled)
 EM0384
 EM0384                          SUPERSEDED SURVEY CONTROL
 EM0384
 EM0384  NGVD 29 (??/??/92)  445.073  (m)         1460.21   (f) ADJ UNCH    1 2
 EM0384
 EM0384.Superseded values are not recommended for survey control.
 EM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0384.See file dsdata.txt to determine how the superseded data were derived.
 EM0384
 EM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC367640(NAD 83)
 EM0384_MARKER: R = RIVET
 EM0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0384+STABILITY: SURFACE MOTION
 EM0384
 EM0384  HISTORY     - Date     Condition        Report By
 EM0384  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0384  HISTORY     - 1958     GOOD             NGS
 EM0384
 EM0384                          STATION DESCRIPTION
 EM0384
 EM0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0384'3.2 MI S FROM MARGARET.
 EM0384'3.2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EM0384'MARGARET, FOARD COUNTY, AT MILEPOST 518, AND 34 FEET WEST OF THE
 EM0384'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0384'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0386 ***********************************************************************
 EM0386  DESIGNATION -  RV 124
 EM0386  PID         -  EM0386
 EM0386  STATE/COUNTY-  TX/FOARD
 EM0386  USGS QUAD   -  MARGARET (1990)
 EM0386
 EM0386                         *CURRENT SURVEY CONTROL
 EM0386  ___________________________________________________________________
 EM0386* NAD 83(1986)-  34 01 31.     (N)    099 40 25.     (W)     SCALED    
 EM0386* NAVD 88     -       436.641  (meters)    1432.55   (feet)  ADJUSTED  
 EM0386  ___________________________________________________________________
 EM0386  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 EM0386  DYNAMIC HT  -         436.143 (meters)    1430.91  (feet)  COMP
 EM0386  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 EM0386
 EM0386  VERT ORDER  -  FIRST     CLASS II
 EM0386
 EM0386.The horizontal coordinates were scaled from a topographic map and have
 EM0386.an estimated accuracy of +/- 6 seconds.
 EM0386
 EM0386.The orthometric height was determined by differential leveling
 EM0386.and adjusted by the National Geodetic Survey in June 1991..
 EM0386
 EM0386.The geoid height was determined by GEOID03.
 EM0386
 EM0386.The dynamic height is computed by dividing the NAVD 88
 EM0386.geopotential number by the normal gravity value computed on the
 EM0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0386.degrees latitude (g = 980.6199 gals.).
 EM0386
 EM0386.The modeled gravity was interpolated from observed gravity values.
 EM0386
 EM0386;                    North         East    Units  Estimated Accuracy
 EM0386;SPC TXNC     - 2,262,170.      491,610.      MT  (+/- 180 meters Scaled)
 EM0386
 EM0386                          SUPERSEDED SURVEY CONTROL
 EM0386
 EM0386  NGVD 29 (??/??/92)  436.486  (m)         1432.04   (f) ADJ UNCH    1 2
 EM0386
 EM0386.Superseded values are not recommended for survey control.
 EM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0386.See file dsdata.txt to determine how the superseded data were derived.
 EM0386
 EM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC378651(NAD 83)
 EM0386_MARKER: R = RIVET
 EM0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0386+STABILITY: SURFACE MOTION
 EM0386
 EM0386  HISTORY     - Date     Condition        Report By
 EM0386  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0386  HISTORY     - 1958     GOOD             NGS
 EM0386
 EM0386                          STATION DESCRIPTION
 EM0386
 EM0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0386'2.2 MI S FROM MARGARET.
 EM0386'2.2 MILES SOUTH ALONG THE PANHANDLE AND SOUTH FE RAILWAY FROM
 EM0386'MARGARET, FOARD COUNTY, AT MILEPOST 517, AND 34 FEET WEST OF THE
 EM0386'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0386'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0387 ***********************************************************************
 EM0387  DESIGNATION -  RV 125
 EM0387  PID         -  EM0387
 EM0387  STATE/COUNTY-  TX/FOARD
 EM0387  USGS QUAD   -  MARGARET (1990)
 EM0387
 EM0387                         *CURRENT SURVEY CONTROL
 EM0387  ___________________________________________________________________
 EM0387* NAD 83(1986)-  34 02 09.     (N)    099 39 47.     (W)     SCALED    
 EM0387* NAVD 88     -       428.926  (meters)    1407.23   (feet)  ADJUSTED  
 EM0387  ___________________________________________________________________
 EM0387  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 EM0387  DYNAMIC HT  -         428.437 (meters)    1405.63  (feet)  COMP
 EM0387  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 EM0387
 EM0387  VERT ORDER  -  FIRST     CLASS II
 EM0387
 EM0387.The horizontal coordinates were scaled from a topographic map and have
 EM0387.an estimated accuracy of +/- 6 seconds.
 EM0387
 EM0387.The orthometric height was determined by differential leveling
 EM0387.and adjusted by the National Geodetic Survey in June 1991..
 EM0387
 EM0387.The geoid height was determined by GEOID03.
 EM0387
 EM0387.The dynamic height is computed by dividing the NAVD 88
 EM0387.geopotential number by the normal gravity value computed on the
 EM0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0387.degrees latitude (g = 980.6199 gals.).
 EM0387
 EM0387.The modeled gravity was interpolated from observed gravity values.
 EM0387
 EM0387;                    North         East    Units  Estimated Accuracy
 EM0387;SPC TXNC     - 2,263,330.      492,600.      MT  (+/- 180 meters Scaled)
 EM0387
 EM0387                          SUPERSEDED SURVEY CONTROL
 EM0387
 EM0387  NGVD 29 (??/??/92)  428.772  (m)         1406.73   (f) ADJ UNCH    1 2
 EM0387
 EM0387.Superseded values are not recommended for survey control.
 EM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0387.See file dsdata.txt to determine how the superseded data were derived.
 EM0387
 EM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC387663(NAD 83)
 EM0387_MARKER: R = RIVET
 EM0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0387+STABILITY: SURFACE MOTION
 EM0387
 EM0387  HISTORY     - Date     Condition        Report By
 EM0387  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0387  HISTORY     - 1958     GOOD             NGS
 EM0387
 EM0387                          STATION DESCRIPTION
 EM0387
 EM0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0387'1.2 MI S FROM MARGARET.
 EM0387'1.2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EM0387'MARGARET, FOARD COUNTY, AT MILEPOST 516, AND 35 FEET WEST OF THE
 EM0387'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0387'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0390 ***********************************************************************
 EM0390  DESIGNATION -  RV 127
 EM0390  PID         -  EM0390
 EM0390  STATE/COUNTY-  TX/FOARD
 EM0390  USGS QUAD   -  MARGARET (1990)
 EM0390
 EM0390                         *CURRENT SURVEY CONTROL
 EM0390  ___________________________________________________________________
 EM0390* NAD 83(1986)-  34 03 25.     (N)    099 38 24.     (W)     SCALED    
 EM0390* NAVD 88     -       415.964  (meters)    1364.71   (feet)  ADJUSTED  
 EM0390  ___________________________________________________________________
 EM0390  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 EM0390  DYNAMIC HT  -         415.490 (meters)    1363.15  (feet)  COMP
 EM0390  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 EM0390
 EM0390  VERT ORDER  -  FIRST     CLASS II
 EM0390
 EM0390.The horizontal coordinates were scaled from a topographic map and have
 EM0390.an estimated accuracy of +/- 6 seconds.
 EM0390
 EM0390.The orthometric height was determined by differential leveling
 EM0390.and adjusted by the National Geodetic Survey in June 1991..
 EM0390
 EM0390.The geoid height was determined by GEOID03.
 EM0390
 EM0390.The dynamic height is computed by dividing the NAVD 88
 EM0390.geopotential number by the normal gravity value computed on the
 EM0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0390.degrees latitude (g = 980.6199 gals.).
 EM0390
 EM0390.The modeled gravity was interpolated from observed gravity values.
 EM0390
 EM0390;                    North         East    Units  Estimated Accuracy
 EM0390;SPC TXNC     - 2,265,650.      494,750.      MT  (+/- 180 meters Scaled)
 EM0390
 EM0390                          SUPERSEDED SURVEY CONTROL
 EM0390
 EM0390  NGVD 29 (??/??/92)  415.812  (m)         1364.21   (f) ADJ UNCH    1 2
 EM0390
 EM0390.Superseded values are not recommended for survey control.
 EM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0390.See file dsdata.txt to determine how the superseded data were derived.
 EM0390
 EM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC409686(NAD 83)
 EM0390_MARKER: R = RIVET
 EM0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0390+STABILITY: SURFACE MOTION
 EM0390
 EM0390  HISTORY     - Date     Condition        Report By
 EM0390  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0390  HISTORY     - 1958     GOOD             NGS
 EM0390
 EM0390                          STATION DESCRIPTION
 EM0390
 EM0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0390'0.8 MI N FROM MARGARET.
 EM0390'0.8 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MARGARET,
 EM0390'FOARD COUNTY, AT MILEPOST 514, AND 34 FEET WEST OF THE TRACK A
 EM0390'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0391 ***********************************************************************
 EM0391  DESIGNATION -  RV 128
 EM0391  PID         -  EM0391
 EM0391  STATE/COUNTY-  TX/FOARD
 EM0391  USGS QUAD   -  MARGARET (1990)
 EM0391
 EM0391                         *CURRENT SURVEY CONTROL
 EM0391  ___________________________________________________________________
 EM0391* NAD 83(1986)-  34 04 05.     (N)    099 37 42.     (W)     SCALED    
 EM0391* NAVD 88     -       412.142  (meters)    1352.17   (feet)  ADJUSTED  
 EM0391  ___________________________________________________________________
 EM0391  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 EM0391  DYNAMIC HT  -         411.672 (meters)    1350.63  (feet)  COMP
 EM0391  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 EM0391
 EM0391  VERT ORDER  -  FIRST     CLASS II
 EM0391
 EM0391.The horizontal coordinates were scaled from a topographic map and have
 EM0391.an estimated accuracy of +/- 6 seconds.
 EM0391
 EM0391.The orthometric height was determined by differential leveling
 EM0391.and adjusted by the National Geodetic Survey in June 1991..
 EM0391
 EM0391.The geoid height was determined by GEOID03.
 EM0391
 EM0391.The dynamic height is computed by dividing the NAVD 88
 EM0391.geopotential number by the normal gravity value computed on the
 EM0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0391.degrees latitude (g = 980.6199 gals.).
 EM0391
 EM0391.The modeled gravity was interpolated from observed gravity values.
 EM0391
 EM0391;                    North         East    Units  Estimated Accuracy
 EM0391;SPC TXNC     - 2,266,870.      495,840.      MT  (+/- 180 meters Scaled)
 EM0391
 EM0391                          SUPERSEDED SURVEY CONTROL
 EM0391
 EM0391  NGVD 29 (??/??/92)  411.989  (m)         1351.67   (f) ADJ UNCH    1 2
 EM0391
 EM0391.Superseded values are not recommended for survey control.
 EM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0391.See file dsdata.txt to determine how the superseded data were derived.
 EM0391
 EM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC420698(NAD 83)
 EM0391_MARKER: R = RIVET
 EM0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0391+STABILITY: SURFACE MOTION
 EM0391
 EM0391  HISTORY     - Date     Condition        Report By
 EM0391  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0391  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0391  HISTORY     - 1980     POOR             USGS
 EM0391
 EM0391                          STATION DESCRIPTION
 EM0391
 EM0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0391'1.8 MI N FROM MARGARET.
 EM0391'1.8 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EM0391'MARGARET, FOARD COUNTY, AT MILEPOST 513, AND 34 FEET WEST OF THE
 EM0391'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0391'POST.  NOTE-- CONSIDERABLE PRODDING WAS DONE BUT THIS MARK COULD NOT
 EM0391'BE FOUND.
 EM0391
 EM0391                          STATION RECOVERY (1980)
 EM0391
 EM0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EM0391'1.8 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EM0391'MARGARET, FOARD CO., AT MILEPOST 513, AND 34 FEET WEST OF THE TRACK,
 EM0391'AND 16 FEET NORTHEAST OF A WATER WELL. A STANDARD MONEL METAL RIVET,
 EM0391'SET IN THE TOP OF A CONCRETE POST, ABOUT 2.5 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0393 ***********************************************************************
 EM0393  DESIGNATION -  RV 129
 EM0393  PID         -  EM0393
 EM0393  STATE/COUNTY-  TX/FOARD
 EM0393  USGS QUAD   -  WARRIOR HOLLOW (1983)
 EM0393
 EM0393                         *CURRENT SURVEY CONTROL
 EM0393  ___________________________________________________________________
 EM0393* NAD 83(1986)-  34 04 46.     (N)    099 37 02.     (W)     SCALED    
 EM0393* NAVD 88     -       405.457  (meters)    1330.24   (feet)  ADJUSTED  
 EM0393  ___________________________________________________________________
 EM0393  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EM0393  DYNAMIC HT  -         404.995 (meters)    1328.72  (feet)  COMP
 EM0393  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 EM0393
 EM0393  VERT ORDER  -  FIRST     CLASS II
 EM0393
 EM0393.The horizontal coordinates were scaled from a topographic map and have
 EM0393.an estimated accuracy of +/- 6 seconds.
 EM0393
 EM0393.The orthometric height was determined by differential leveling
 EM0393.and adjusted by the National Geodetic Survey in June 1991..
 EM0393
 EM0393.The geoid height was determined by GEOID03.
 EM0393
 EM0393.The dynamic height is computed by dividing the NAVD 88
 EM0393.geopotential number by the normal gravity value computed on the
 EM0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0393.degrees latitude (g = 980.6199 gals.).
 EM0393
 EM0393.The modeled gravity was interpolated from observed gravity values.
 EM0393
 EM0393;                    North         East    Units  Estimated Accuracy
 EM0393;SPC TXNC     - 2,268,120.      496,880.      MT  (+/- 180 meters Scaled)
 EM0393
 EM0393                          SUPERSEDED SURVEY CONTROL
 EM0393
 EM0393  NGVD 29 (??/??/92)  405.306  (m)         1329.74   (f) ADJ UNCH    1 2
 EM0393
 EM0393.Superseded values are not recommended for survey control.
 EM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0393.See file dsdata.txt to determine how the superseded data were derived.
 EM0393
 EM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC430711(NAD 83)
 EM0393_MARKER: R = RIVET
 EM0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0393+STABILITY: SURFACE MOTION
 EM0393
 EM0393  HISTORY     - Date     Condition        Report By
 EM0393  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0393  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0393  HISTORY     - 1980     MARK NOT FOUND
 EM0393
 EM0393                          STATION DESCRIPTION
 EM0393
 EM0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0393'2.8 MI N FROM MARGARET.
 EM0393'IN HARDEMAN COUNTY, 2.8 MILES NORTH ALONG THE PANHANDLE AND SANTA FE
 EM0393'RAILWAY FROM MARGARET, FOARD COUNTY, AT MILEPOST 512, AND 43 FEET WEST
 EM0393'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF
 EM0393'CONCRETE POST.  NOTE-- THE ORIGINAL DESCRIPTION INDICATED THIS MARK
 EM0393'WAS IN HARDEMAN COUNTY BUT THE MILEAGE AND MILEPOST PUTS THE LOCATION
 EM0393'IN FOARD COUNTY.
 EM0393
 EM0393                          STATION RECOVERY (1980)
 EM0393
 EM0393'RECOVERED 1980
 EM0393'THE SITE DESCRIBED IS ON THE EDGE OF A EXCAVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0015 ***********************************************************************
 CU0015  DESIGNATION -  RV 13
 CU0015  PID         -  CU0015
 CU0015  STATE/COUNTY-  TX/FISHER
 CU0015  USGS QUAD   -  LONGWORTH (1969)
 CU0015
 CU0015                         *CURRENT SURVEY CONTROL
 CU0015  ___________________________________________________________________
 CU0015* NAD 83(1986)-  32 37 54.     (N)    100 21 31.     (W)     SCALED    
 CU0015* NAVD 88     -       601.804  (meters)    1974.42   (feet)  ADJUSTED  
 CU0015  ___________________________________________________________________
 CU0015  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CU0015  DYNAMIC HT  -         601.006 (meters)    1971.80  (feet)  COMP
 CU0015  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 CU0015
 CU0015  VERT ORDER  -  FIRST     CLASS II
 CU0015
 CU0015.The horizontal coordinates were scaled from a topographic map and have
 CU0015.an estimated accuracy of +/- 6 seconds.
 CU0015
 CU0015.The orthometric height was determined by differential leveling
 CU0015.and adjusted by the National Geodetic Survey in June 1991..
 CU0015
 CU0015.The geoid height was determined by GEOID03.
 CU0015
 CU0015.The dynamic height is computed by dividing the NAVD 88
 CU0015.geopotential number by the normal gravity value computed on the
 CU0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0015.degrees latitude (g = 980.6199 gals.).
 CU0015
 CU0015.The modeled gravity was interpolated from observed gravity values.
 CU0015
 CU0015;                    North         East    Units  Estimated Accuracy
 CU0015;SPC TXNC     - 2,108,550.      425,620.      MT  (+/- 180 meters Scaled)
 CU0015
 CU0015                          SUPERSEDED SURVEY CONTROL
 CU0015
 CU0015  NGVD 29 (??/??/92)  601.580  (m)         1973.68   (f) ADJ UNCH    1 2
 CU0015
 CU0015.Superseded values are not recommended for survey control.
 CU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0015.See file dsdata.txt to determine how the superseded data were derived.
 CU0015
 CU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB725112(NAD 83)
 CU0015_MARKER: R = RIVET
 CU0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0015+STABILITY: SURFACE MOTION
 CU0015
 CU0015  HISTORY     - Date     Condition        Report By
 CU0015  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0015  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0015
 CU0015                          STATION DESCRIPTION
 CU0015
 CU0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0015'1.6 MI SW FROM LONGWORTH.
 CU0015'1.6 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0015'LONGWORTH, FISHER COUNTY, AND 38 FEET WEST OF MILEPOST 628.  A
 CU0015'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 CU0015'THERE IS DRIFTED SOIL ALONG THE RAILROAD RIGHT-OF-WAY.  MARK COULD BE
 CU0015'UNDER THE SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0397 ***********************************************************************
 CR0397  DESIGNATION -  RV 13 SLSWRR
 CR0397  PID         -  CR0397
 CR0397  STATE/COUNTY-  TX/SMITH
 CR0397  USGS QUAD   -  BULLARD (1973)
 CR0397
 CR0397                         *CURRENT SURVEY CONTROL
 CR0397  ___________________________________________________________________
 CR0397* NAD 83(1986)-  32 11 21.     (N)    095 20 56.     (W)     SCALED    
 CR0397* NAVD 88     -       143.869  (meters)     472.01   (feet)  ADJUSTED  
 CR0397  ___________________________________________________________________
 CR0397  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0397  DYNAMIC HT  -         143.699 (meters)     471.45  (feet)  COMP
 CR0397  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 CR0397
 CR0397  VERT ORDER  -  FIRST     CLASS II
 CR0397
 CR0397.The horizontal coordinates were scaled from a topographic map and have
 CR0397.an estimated accuracy of +/- 6 seconds.
 CR0397
 CR0397.The orthometric height was determined by differential leveling
 CR0397.and adjusted by the National Geodetic Survey in June 1991..
 CR0397
 CR0397.The geoid height was determined by GEOID03.
 CR0397
 CR0397.The dynamic height is computed by dividing the NAVD 88
 CR0397.geopotential number by the normal gravity value computed on the
 CR0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0397.degrees latitude (g = 980.6199 gals.).
 CR0397
 CR0397.The modeled gravity was interpolated from observed gravity values.
 CR0397
 CR0397;                    North         East    Units  Estimated Accuracy
 CR0397;SPC TXNC     - 2,062,400.      897,100.      MT  (+/- 180 meters Scaled)
 CR0397
 CR0397                          SUPERSEDED SURVEY CONTROL
 CR0397
 CR0397  NGVD 29 (??/??/92)  143.897  (m)          472.10   (f) ADJ UNCH    1 2
 CR0397
 CR0397.Superseded values are not recommended for survey control.
 CR0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0397.See file dsdata.txt to determine how the superseded data were derived.
 CR0397
 CR0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR785638(NAD 83)
 CR0397_MARKER: R = RIVET
 CR0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0397_SP_SET: CULVERT
 CR0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0397+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0397
 CR0397  HISTORY     - Date     Condition        Report By
 CR0397  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0397  HISTORY     - 1959     GOOD             NGS
 CR0397  HISTORY     - 19960420 GOOD             USPSQD
 CR0397  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0397  HISTORY     - 20050712 GOOD             USPSQD
 CR0397
 CR0397                          STATION DESCRIPTION
 CR0397
 CR0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0397'3.9 MI NW FROM BULLARD.
 CR0397'ABOUT 3.9 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0397'FROM THE POST OFFICE AT BULLARD, ABOUT 0.4 MILES SOUTHEAST OF MILEPOST
 CR0397'559, 22 FEET EAST OF THE EAST RAIL, IN THE TOP OF THE SOUTH END OF THE
 CR0397'EAST CONCRETE HEAD WALL OF A LARGE BOX CULVERT, 3 1/2 POLES NORTH OF A
 CR0397'DIRT ROAD CROSSING, AND ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE
 CR0397'TRACKS.
 CR0397
 CR0397                          STATION RECOVERY (1996)
 CR0397
 CR0397'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0397'RECOVERED IN GOOD CONDITION.
 CR0397
 CR0397                          STATION RECOVERY (2004)
 CR0397
 CR0397'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0397'MARK NOT FOUND.
 CR0397
 CR0397                          STATION RECOVERY (2005)
 CR0397
 CR0397'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0397'UNDER 1 FOOT OF GRAVEL.
 CR0397' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0397 ***********************************************************************
 EM0397  DESIGNATION -  RV 132
 EM0397  PID         -  EM0397
 EM0397  STATE/COUNTY-  TX/HARDEMAN
 EM0397  USGS QUAD   -  WARRIOR HOLLOW (1983)
 EM0397
 EM0397                         *CURRENT SURVEY CONTROL
 EM0397  ___________________________________________________________________
 EM0397* NAD 83(1986)-  34 07 20.     (N)    099 36 27.     (W)     SCALED    
 EM0397* NAVD 88     -       421.232  (meters)    1381.99   (feet)  ADJUSTED  
 EM0397  ___________________________________________________________________
 EM0397  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 EM0397  DYNAMIC HT  -         420.752 (meters)    1380.42  (feet)  COMP
 EM0397  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 EM0397
 EM0397  VERT ORDER  -  FIRST     CLASS II
 EM0397
 EM0397.The horizontal coordinates were scaled from a topographic map and have
 EM0397.an estimated accuracy of +/- 6 seconds.
 EM0397
 EM0397.The orthometric height was determined by differential leveling
 EM0397.and adjusted by the National Geodetic Survey in June 1991..
 EM0397
 EM0397.The geoid height was determined by GEOID03.
 EM0397
 EM0397.The dynamic height is computed by dividing the NAVD 88
 EM0397.geopotential number by the normal gravity value computed on the
 EM0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0397.degrees latitude (g = 980.6199 gals.).
 EM0397
 EM0397.The modeled gravity was interpolated from observed gravity values.
 EM0397
 EM0397;                    North         East    Units  Estimated Accuracy
 EM0397;SPC TXNC     - 2,272,850.      497,830.      MT  (+/- 180 meters Scaled)
 EM0397
 EM0397                          SUPERSEDED SURVEY CONTROL
 EM0397
 EM0397  NGVD 29 (??/??/92)  421.076  (m)         1381.48   (f) ADJ UNCH    1 2
 EM0397
 EM0397.Superseded values are not recommended for survey control.
 EM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0397.See file dsdata.txt to determine how the superseded data were derived.
 EM0397
 EM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC439758(NAD 83)
 EM0397_MARKER: R = RIVET
 EM0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0397+STABILITY: SURFACE MOTION
 EM0397
 EM0397  HISTORY     - Date     Condition        Report By
 EM0397  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0397  HISTORY     - 1958     GOOD             NGS
 EM0397  HISTORY     - 1980     MARK NOT FOUND   USGS
 EM0397
 EM0397                          STATION DESCRIPTION
 EM0397
 EM0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0397'4.6 MI S FROM MEDICINE MOUND.
 EM0397'4.6 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0397'MOUND, HARDEMAN COUNTY, 30 FEET SOUTH OF MILEPOST 509, AND 43 FEET
 EM0397'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 EM0397'CONCRETE POST.
 EM0397
 EM0397                          STATION RECOVERY (1980)
 EM0397
 EM0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EM0397'THE BORROW DITCH HAS BEEN WIDENED AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0399 ***********************************************************************
 EM0399  DESIGNATION -  RV 133
 EM0399  PID         -  EM0399
 EM0399  STATE/COUNTY-  TX/HARDEMAN
 EM0399  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0399
 EM0399                         *CURRENT SURVEY CONTROL
 EM0399  ___________________________________________________________________
 EM0399* NAD 83(1986)-  34 08 11.     (N)    099 36 38.     (W)     SCALED    
 EM0399* NAVD 88     -       435.390  (meters)    1428.44   (feet)  ADJUSTED  
 EM0399  ___________________________________________________________________
 EM0399  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 EM0399  DYNAMIC HT  -         434.895 (meters)    1426.82  (feet)  COMP
 EM0399  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 EM0399
 EM0399  VERT ORDER  -  FIRST     CLASS II
 EM0399
 EM0399.The horizontal coordinates were scaled from a topographic map and have
 EM0399.an estimated accuracy of +/- 6 seconds.
 EM0399
 EM0399.The orthometric height was determined by differential leveling
 EM0399.and adjusted by the National Geodetic Survey in June 1991..
 EM0399
 EM0399.The geoid height was determined by GEOID03.
 EM0399
 EM0399.The dynamic height is computed by dividing the NAVD 88
 EM0399.geopotential number by the normal gravity value computed on the
 EM0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0399.degrees latitude (g = 980.6199 gals.).
 EM0399
 EM0399.The modeled gravity was interpolated from observed gravity values.
 EM0399
 EM0399;                    North         East    Units  Estimated Accuracy
 EM0399;SPC TXNC     - 2,274,430.      497,560.      MT  (+/- 180 meters Scaled)
 EM0399
 EM0399                          SUPERSEDED SURVEY CONTROL
 EM0399
 EM0399  NGVD 29 (??/??/92)  435.229  (m)         1427.91   (f) ADJ UNCH    1 2
 EM0399
 EM0399.Superseded values are not recommended for survey control.
 EM0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0399.See file dsdata.txt to determine how the superseded data were derived.
 EM0399
 EM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC437774(NAD 83)
 EM0399_MARKER: R = RIVET
 EM0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0399+STABILITY: SURFACE MOTION
 EM0399
 EM0399  HISTORY     - Date     Condition        Report By
 EM0399  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0399  HISTORY     - 1958     GOOD             NGS
 EM0399
 EM0399                          STATION DESCRIPTION
 EM0399
 EM0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0399'3.6 MI S FROM MEDICINE MOUND.
 EM0399'3.6 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0399'MOUND, HARDEMAN COUNTY, 44 FEET NORTH OF MILEPOST 508, AND 39 FEET
 EM0399'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 EM0399'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0400 ***********************************************************************
 EM0400  DESIGNATION -  RV 134
 EM0400  PID         -  EM0400
 EM0400  STATE/COUNTY-  TX/HARDEMAN
 EM0400  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0400
 EM0400                         *CURRENT SURVEY CONTROL
 EM0400  ___________________________________________________________________
 EM0400* NAD 83(1986)-  34 09 03.     (N)    099 36 22.     (W)     SCALED    
 EM0400* NAVD 88     -       451.183  (meters)    1480.26   (feet)  ADJUSTED  
 EM0400  ___________________________________________________________________
 EM0400  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 EM0400  DYNAMIC HT  -         450.671 (meters)    1478.58  (feet)  COMP
 EM0400  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 EM0400
 EM0400  VERT ORDER  -  FIRST     CLASS II
 EM0400
 EM0400.The horizontal coordinates were scaled from a topographic map and have
 EM0400.an estimated accuracy of +/- 6 seconds.
 EM0400
 EM0400.The orthometric height was determined by differential leveling
 EM0400.and adjusted by the National Geodetic Survey in June 1991..
 EM0400
 EM0400.The geoid height was determined by GEOID03.
 EM0400
 EM0400.The dynamic height is computed by dividing the NAVD 88
 EM0400.geopotential number by the normal gravity value computed on the
 EM0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0400.degrees latitude (g = 980.6199 gals.).
 EM0400
 EM0400.The modeled gravity was interpolated from observed gravity values.
 EM0400
 EM0400;                    North         East    Units  Estimated Accuracy
 EM0400;SPC TXNC     - 2,276,030.      497,990.      MT  (+/- 180 meters Scaled)
 EM0400
 EM0400                          SUPERSEDED SURVEY CONTROL
 EM0400
 EM0400  NGVD 29 (??/??/92)  451.015  (m)         1479.70   (f) ADJ UNCH    1 2
 EM0400
 EM0400.Superseded values are not recommended for survey control.
 EM0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0400.See file dsdata.txt to determine how the superseded data were derived.
 EM0400
 EM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC441790(NAD 83)
 EM0400_MARKER: R = RIVET
 EM0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0400+STABILITY: SURFACE MOTION
 EM0400
 EM0400  HISTORY     - Date     Condition        Report By
 EM0400  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0400  HISTORY     - 1958     GOOD             NGS
 EM0400  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0400
 EM0400                          STATION DESCRIPTION
 EM0400
 EM0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0400'2.6 MI S FROM MEDICINE MOUND.
 EM0400'2.6 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0400'MOUND, HARDEMAN COUNTY, AT MILEPOST 507, AND 39 FEET WEST OF THE
 EM0400'TRACK.  A STANDARD MONEL-METAL RIVET SET IN THE TOP OF A CONCRETE
 EM0400'POST.
 EM0400
 EM0400                          STATION RECOVERY (1979)
 EM0400
 EM0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0402 ***********************************************************************
 EM0402  DESIGNATION -  RV 135
 EM0402  PID         -  EM0402
 EM0402  STATE/COUNTY-  TX/HARDEMAN
 EM0402  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0402
 EM0402                         *CURRENT SURVEY CONTROL
 EM0402  ___________________________________________________________________
 EM0402* NAD 83(1986)-  34 09 53.     (N)    099 36 10.     (W)     SCALED    
 EM0402* NAVD 88     -       459.091  (meters)    1506.20   (feet)  ADJUSTED  
 EM0402  ___________________________________________________________________
 EM0402  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 EM0402  DYNAMIC HT  -         458.570 (meters)    1504.49  (feet)  COMP
 EM0402  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 EM0402
 EM0402  VERT ORDER  -  FIRST     CLASS II
 EM0402
 EM0402.The horizontal coordinates were scaled from a topographic map and have
 EM0402.an estimated accuracy of +/- 6 seconds.
 EM0402
 EM0402.The orthometric height was determined by differential leveling
 EM0402.and adjusted by the National Geodetic Survey in June 1991..
 EM0402
 EM0402.The geoid height was determined by GEOID03.
 EM0402
 EM0402.The dynamic height is computed by dividing the NAVD 88
 EM0402.geopotential number by the normal gravity value computed on the
 EM0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0402.degrees latitude (g = 980.6199 gals.).
 EM0402
 EM0402.The modeled gravity was interpolated from observed gravity values.
 EM0402
 EM0402;                    North         East    Units  Estimated Accuracy
 EM0402;SPC TXNC     - 2,277,560.      498,310.      MT  (+/- 180 meters Scaled)
 EM0402
 EM0402                          SUPERSEDED SURVEY CONTROL
 EM0402
 EM0402  NGVD 29 (??/??/92)  458.922  (m)         1505.65   (f) ADJ UNCH    1 2
 EM0402
 EM0402.Superseded values are not recommended for survey control.
 EM0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0402.See file dsdata.txt to determine how the superseded data were derived.
 EM0402
 EM0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC444805(NAD 83)
 EM0402_MARKER: R = RIVET
 EM0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0402+STABILITY: SURFACE MOTION
 EM0402
 EM0402  HISTORY     - Date     Condition        Report By
 EM0402  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0402  HISTORY     - 1958     GOOD             NGS
 EM0402
 EM0402                          STATION DESCRIPTION
 EM0402
 EM0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0402'1.6 MI S FROM MEDICINE MOUND.
 EM0402'1.6 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0402'MOUND, HARDEMAN COUNTY, AT MILEPOST 506, AND 40 FEET WEST OF THE
 EM0402'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0402'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0403 ***********************************************************************
 EM0403  DESIGNATION -  RV 136
 EM0403  PID         -  EM0403
 EM0403  STATE/COUNTY-  TX/HARDEMAN
 EM0403  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0403
 EM0403                         *CURRENT SURVEY CONTROL
 EM0403  ___________________________________________________________________
 EM0403* NAD 83(1986)-  34 10 46.     (N)    099 35 47.     (W)     SCALED    
 EM0403* NAVD 88     -       455.440  (meters)    1494.22   (feet)  ADJUSTED  
 EM0403  ___________________________________________________________________
 EM0403  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 EM0403  DYNAMIC HT  -         454.923 (meters)    1492.53  (feet)  COMP
 EM0403  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 EM0403
 EM0403  VERT ORDER  -  FIRST     CLASS II
 EM0403
 EM0403.The horizontal coordinates were scaled from a topographic map and have
 EM0403.an estimated accuracy of +/- 6 seconds.
 EM0403
 EM0403.The orthometric height was determined by differential leveling
 EM0403.and adjusted by the National Geodetic Survey in June 1991..
 EM0403
 EM0403.The geoid height was determined by GEOID03.
 EM0403
 EM0403.The dynamic height is computed by dividing the NAVD 88
 EM0403.geopotential number by the normal gravity value computed on the
 EM0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0403.degrees latitude (g = 980.6199 gals.).
 EM0403
 EM0403.The modeled gravity was interpolated from observed gravity values.
 EM0403
 EM0403;                    North         East    Units  Estimated Accuracy
 EM0403;SPC TXNC     - 2,279,190.      498,920.      MT  (+/- 180 meters Scaled)
 EM0403
 EM0403                          SUPERSEDED SURVEY CONTROL
 EM0403
 EM0403  NGVD 29 (??/??/92)  455.271  (m)         1493.67   (f) ADJ UNCH    1 2
 EM0403
 EM0403.Superseded values are not recommended for survey control.
 EM0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0403.See file dsdata.txt to determine how the superseded data were derived.
 EM0403
 EM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC450822(NAD 83)
 EM0403_MARKER: R = RIVET
 EM0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0403+STABILITY: SURFACE MOTION
 EM0403
 EM0403  HISTORY     - Date     Condition        Report By
 EM0403  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0403  HISTORY     - 1958     GOOD             NGS
 EM0403  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0403
 EM0403                          STATION DESCRIPTION
 EM0403
 EM0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0403'0.6 MI S FROM MEDICINE MOUND.
 EM0403'0.6 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0403'MOUND, HARDEMAN COUNTY, AT MILEPOST 505, AND 40 FEET WEST OF THE
 EM0403'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0403'POST.
 EM0403
 EM0403                          STATION RECOVERY (1979)
 EM0403
 EM0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0405 ***********************************************************************
 EM0405  DESIGNATION -  RV 137
 EM0405  PID         -  EM0405
 EM0405  STATE/COUNTY-  TX/HARDEMAN
 EM0405  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0405
 EM0405                         *CURRENT SURVEY CONTROL
 EM0405  ___________________________________________________________________
 EM0405* NAD 83(1986)-  34 11 28.     (N)    099 35 24.     (W)     SCALED    
 EM0405* NAVD 88     -       453.055  (meters)    1486.40   (feet)  ADJUSTED  
 EM0405  ___________________________________________________________________
 EM0405  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 EM0405  DYNAMIC HT  -         452.541 (meters)    1484.71  (feet)  COMP
 EM0405  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 EM0405
 EM0405  VERT ORDER  -  FIRST     CLASS II
 EM0405
 EM0405.The horizontal coordinates were scaled from a topographic map and have
 EM0405.an estimated accuracy of +/- 6 seconds.
 EM0405
 EM0405.The orthometric height was determined by differential leveling
 EM0405.and adjusted by the National Geodetic Survey in June 1991..
 EM0405
 EM0405.The geoid height was determined by GEOID03.
 EM0405
 EM0405.The dynamic height is computed by dividing the NAVD 88
 EM0405.geopotential number by the normal gravity value computed on the
 EM0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0405.degrees latitude (g = 980.6199 gals.).
 EM0405
 EM0405.The modeled gravity was interpolated from observed gravity values.
 EM0405
 EM0405;                    North         East    Units  Estimated Accuracy
 EM0405;SPC TXNC     - 2,280,480.      499,520.      MT  (+/- 180 meters Scaled)
 EM0405
 EM0405                          SUPERSEDED SURVEY CONTROL
 EM0405
 EM0405  NGVD 29 (??/??/92)  452.885  (m)         1485.84   (f) ADJ UNCH    1 2
 EM0405
 EM0405.Superseded values are not recommended for survey control.
 EM0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0405.See file dsdata.txt to determine how the superseded data were derived.
 EM0405
 EM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC456835(NAD 83)
 EM0405_MARKER: R = RIVET
 EM0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0405+STABILITY: SURFACE MOTION
 EM0405
 EM0405  HISTORY     - Date     Condition        Report By
 EM0405  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0405  HISTORY     - 1958     GOOD             NGS
 EM0405
 EM0405                          STATION DESCRIPTION
 EM0405
 EM0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0405'0.4 MI N FROM MEDICINE MOUND.
 EM0405'0.4 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0405'MOUND, HARDEMAN COUNTY, AT MILEPOST 504, AND 40 FEET WEST OF THE
 EM0405'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0405'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0406 ***********************************************************************
 EM0406  DESIGNATION -  RV 138
 EM0406  PID         -  EM0406
 EM0406  STATE/COUNTY-  TX/HARDEMAN
 EM0406  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0406
 EM0406                         *CURRENT SURVEY CONTROL
 EM0406  ___________________________________________________________________
 EM0406* NAD 83(1986)-  34 12 10.     (N)    099 34 53.     (W)     SCALED    
 EM0406* NAVD 88     -       442.886  (meters)    1453.04   (feet)  ADJUSTED  
 EM0406  ___________________________________________________________________
 EM0406  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 EM0406  DYNAMIC HT  -         442.384 (meters)    1451.39  (feet)  COMP
 EM0406  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 EM0406
 EM0406  VERT ORDER  -  FIRST     CLASS II
 EM0406
 EM0406.The horizontal coordinates were scaled from a topographic map and have
 EM0406.an estimated accuracy of +/- 6 seconds.
 EM0406
 EM0406.The orthometric height was determined by differential leveling
 EM0406.and adjusted by the National Geodetic Survey in June 1991..
 EM0406
 EM0406.The geoid height was determined by GEOID03.
 EM0406
 EM0406.The dynamic height is computed by dividing the NAVD 88
 EM0406.geopotential number by the normal gravity value computed on the
 EM0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0406.degrees latitude (g = 980.6199 gals.).
 EM0406
 EM0406.The modeled gravity was interpolated from observed gravity values.
 EM0406
 EM0406;                    North         East    Units  Estimated Accuracy
 EM0406;SPC TXNC     - 2,281,760.      500,330.      MT  (+/- 180 meters Scaled)
 EM0406
 EM0406                          SUPERSEDED SURVEY CONTROL
 EM0406
 EM0406  NGVD 29 (??/??/92)  442.722  (m)         1452.50   (f) ADJ UNCH    1 2
 EM0406
 EM0406.Superseded values are not recommended for survey control.
 EM0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0406.See file dsdata.txt to determine how the superseded data were derived.
 EM0406
 EM0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC464847(NAD 83)
 EM0406_MARKER: R = RIVET
 EM0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0406+STABILITY: SURFACE MOTION
 EM0406
 EM0406  HISTORY     - Date     Condition        Report By
 EM0406  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0406  HISTORY     - 1958     GOOD             NGS
 EM0406
 EM0406                          STATION DESCRIPTION
 EM0406
 EM0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0406'1.4 MI N FROM MEDICINE MOUND.
 EM0406'1.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0406'MOUND, HARDEMAN COUNTY, AT MILEPOST 503, AND 40 FEET WEST OF THE
 EM0406'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0406'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0408 ***********************************************************************
 EM0408  DESIGNATION -  RV 139
 EM0408  PID         -  EM0408
 EM0408  STATE/COUNTY-  TX/HARDEMAN
 EM0408  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0408
 EM0408                         *CURRENT SURVEY CONTROL
 EM0408  ___________________________________________________________________
 EM0408* NAD 83(1986)-  34 12 40.     (N)    099 33 57.     (W)     SCALED    
 EM0408* NAVD 88     -       437.937  (meters)    1436.80   (feet)  ADJUSTED  
 EM0408  ___________________________________________________________________
 EM0408  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 EM0408  DYNAMIC HT  -         437.440 (meters)    1435.17  (feet)  COMP
 EM0408  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 EM0408
 EM0408  VERT ORDER  -  FIRST     CLASS II
 EM0408
 EM0408.The horizontal coordinates were scaled from a topographic map and have
 EM0408.an estimated accuracy of +/- 6 seconds.
 EM0408
 EM0408.The orthometric height was determined by differential leveling
 EM0408.and adjusted by the National Geodetic Survey in June 1991..
 EM0408
 EM0408.The geoid height was determined by GEOID03.
 EM0408
 EM0408.The dynamic height is computed by dividing the NAVD 88
 EM0408.geopotential number by the normal gravity value computed on the
 EM0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0408.degrees latitude (g = 980.6199 gals.).
 EM0408
 EM0408.The modeled gravity was interpolated from observed gravity values.
 EM0408
 EM0408;                    North         East    Units  Estimated Accuracy
 EM0408;SPC TXNC     - 2,282,670.      501,770.      MT  (+/- 180 meters Scaled)
 EM0408
 EM0408                          SUPERSEDED SURVEY CONTROL
 EM0408
 EM0408  NGVD 29 (??/??/92)  437.775  (m)         1436.27   (f) ADJ UNCH    1 2
 EM0408
 EM0408.Superseded values are not recommended for survey control.
 EM0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0408.See file dsdata.txt to determine how the superseded data were derived.
 EM0408
 EM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC478857(NAD 83)
 EM0408_MARKER: R = RIVET
 EM0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0408+STABILITY: SURFACE MOTION
 EM0408
 EM0408  HISTORY     - Date     Condition        Report By
 EM0408  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0408  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0408
 EM0408                          STATION DESCRIPTION
 EM0408
 EM0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0408'2.4 MI N FROM MEDICINE MOUND.
 EM0408'2.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0408'MOUND, HARDEMAN COUNTY, AT MILEPOST 502, AND 39 FEET WEST OF THE
 EM0408'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0408'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0399 ***********************************************************************
 CR0399  DESIGNATION -  RV 14
 CR0399  PID         -  CR0399
 CR0399  STATE/COUNTY-  TX/SMITH
 CR0399  USGS QUAD   -  BULLARD (1973)
 CR0399
 CR0399                         *CURRENT SURVEY CONTROL
 CR0399  ___________________________________________________________________
 CR0399* NAD 83(1986)-  32 12 20.     (N)    095 20 56.     (W)     SCALED    
 CR0399* NAVD 88     -       158.811  (meters)     521.03   (feet)  ADJUSTED  
 CR0399  ___________________________________________________________________
 CR0399  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0399  DYNAMIC HT  -         158.623 (meters)     520.42  (feet)  COMP
 CR0399  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 CR0399
 CR0399  VERT ORDER  -  FIRST     CLASS II
 CR0399
 CR0399.The horizontal coordinates were scaled from a topographic map and have
 CR0399.an estimated accuracy of +/- 6 seconds.
 CR0399
 CR0399.The orthometric height was determined by differential leveling
 CR0399.and adjusted by the National Geodetic Survey in June 1991..
 CR0399
 CR0399.The geoid height was determined by GEOID03.
 CR0399
 CR0399.The dynamic height is computed by dividing the NAVD 88
 CR0399.geopotential number by the normal gravity value computed on the
 CR0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0399.degrees latitude (g = 980.6199 gals.).
 CR0399
 CR0399.The modeled gravity was interpolated from observed gravity values.
 CR0399
 CR0399;                    North         East    Units  Estimated Accuracy
 CR0399;SPC TXNC     - 2,064,210.      897,040.      MT  (+/- 180 meters Scaled)
 CR0399
 CR0399                          SUPERSEDED SURVEY CONTROL
 CR0399
 CR0399  NGVD 29 (??/??/92)  158.840  (m)          521.13   (f) ADJ UNCH    1 2
 CR0399
 CR0399.Superseded values are not recommended for survey control.
 CR0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0399.See file dsdata.txt to determine how the superseded data were derived.
 CR0399
 CR0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR786656(NAD 83)
 CR0399_MARKER: R = RIVET
 CR0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0399_SP_SET: CULVERT
 CR0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0399
 CR0399  HISTORY     - Date     Condition        Report By
 CR0399  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0399  HISTORY     - 1959     GOOD             NGS
 CR0399  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0399  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0399
 CR0399                          STATION DESCRIPTION
 CR0399
 CR0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0399'5.1 MI NW FROM BULLARD.
 CR0399'ABOUT 5.1 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0399'FROM THE POST OFFICE AT BULLARD, 7 POLES SOUTH OF MILEPOST 558, 187
 CR0399'1/2 FEET EAST OF THE EAST RAIL, IN THE TOP OF THE NORTH END OF THE
 CR0399'WEST CONCRETE HEAD WALL OF A SMALL BOX CULVERT UNDER FARM ROAD 2493,
 CR0399'18 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 500 YARDS NORTH
 CR0399'OF THE INTERSECTION OF FARM ROADS 346 AND 2493, AND ABOUT LEVEL WITH
 CR0399'THE ROAD.
 CR0399
 CR0399                          STATION RECOVERY (1996)
 CR0399
 CR0399'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0399'MARK NOT FOUND.
 CR0399
 CR0399                          STATION RECOVERY (2004)
 CR0399
 CR0399'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0017 ***********************************************************************
 CU0017  DESIGNATION -  RV 14
 CU0017  PID         -  CU0017
 CU0017  STATE/COUNTY-  TX/FISHER
 CU0017  USGS QUAD   -  LONGWORTH (1969)
 CU0017
 CU0017                         *CURRENT SURVEY CONTROL
 CU0017  ___________________________________________________________________
 CU0017* NAD 83(1986)-  32 38 40.     (N)    100 20 59.     (W)     SCALED    
 CU0017* NAVD 88     -       598.287  (meters)    1962.88   (feet)  ADJUSTED  
 CU0017  ___________________________________________________________________
 CU0017  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CU0017  DYNAMIC HT  -         597.494 (meters)    1960.28  (feet)  COMP
 CU0017  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 CU0017
 CU0017  VERT ORDER  -  FIRST     CLASS II
 CU0017
 CU0017.The horizontal coordinates were scaled from a topographic map and have
 CU0017.an estimated accuracy of +/- 6 seconds.
 CU0017
 CU0017.The orthometric height was determined by differential leveling
 CU0017.and adjusted by the National Geodetic Survey in June 1991..
 CU0017
 CU0017.The geoid height was determined by GEOID03.
 CU0017
 CU0017.The dynamic height is computed by dividing the NAVD 88
 CU0017.geopotential number by the normal gravity value computed on the
 CU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0017.degrees latitude (g = 980.6199 gals.).
 CU0017
 CU0017.The modeled gravity was interpolated from observed gravity values.
 CU0017
 CU0017;                    North         East    Units  Estimated Accuracy
 CU0017;SPC TXNC     - 2,109,950.      426,470.      MT  (+/- 180 meters Scaled)
 CU0017
 CU0017                          SUPERSEDED SURVEY CONTROL
 CU0017
 CU0017  NGVD 29 (??/??/92)  598.064  (m)         1962.15   (f) ADJ UNCH    1 2
 CU0017
 CU0017.Superseded values are not recommended for survey control.
 CU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0017.See file dsdata.txt to determine how the superseded data were derived.
 CU0017
 CU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB734126(NAD 83)
 CU0017_MARKER: R = RIVET
 CU0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0017+STABILITY: SURFACE MOTION
 CU0017
 CU0017  HISTORY     - Date     Condition        Report By
 CU0017  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0017  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0017  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0017
 CU0017                          STATION DESCRIPTION
 CU0017
 CU0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0017'0.5 MI SW FROM LONGWORTH.
 CU0017'0.5 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0017'LONGWORTH, FISHER COUNTY, AND 39 FEET WEST OF MILEPOST 627.  A
 CU0017'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 CU0017
 CU0017                          STATION RECOVERY (1961)
 CU0017
 CU0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0409 ***********************************************************************
 EM0409  DESIGNATION -  RV 140
 EM0409  PID         -  EM0409
 EM0409  STATE/COUNTY-  TX/HARDEMAN
 EM0409  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0409
 EM0409                         *CURRENT SURVEY CONTROL
 EM0409  ___________________________________________________________________
 EM0409* NAD 83(1986)-  34 13 08.     (N)    099 33 06.     (W)     SCALED    
 EM0409* NAVD 88     -       431.126  (meters)    1414.45   (feet)  ADJUSTED  
 EM0409  ___________________________________________________________________
 EM0409  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 EM0409  DYNAMIC HT  -         430.637 (meters)    1412.85  (feet)  COMP
 EM0409  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 EM0409
 EM0409  VERT ORDER  -  FIRST     CLASS II
 EM0409
 EM0409.The horizontal coordinates were scaled from a topographic map and have
 EM0409.an estimated accuracy of +/- 6 seconds.
 EM0409
 EM0409.The orthometric height was determined by differential leveling
 EM0409.and adjusted by the National Geodetic Survey in June 1991..
 EM0409
 EM0409.The geoid height was determined by GEOID03.
 EM0409
 EM0409.The dynamic height is computed by dividing the NAVD 88
 EM0409.geopotential number by the normal gravity value computed on the
 EM0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0409.degrees latitude (g = 980.6199 gals.).
 EM0409
 EM0409.The modeled gravity was interpolated from observed gravity values.
 EM0409
 EM0409;                    North         East    Units  Estimated Accuracy
 EM0409;SPC TXNC     - 2,283,520.      503,090.      MT  (+/- 180 meters Scaled)
 EM0409
 EM0409                          SUPERSEDED SURVEY CONTROL
 EM0409
 EM0409  NGVD 29 (??/??/92)  430.967  (m)         1413.93   (f) ADJ UNCH    1 2
 EM0409
 EM0409.Superseded values are not recommended for survey control.
 EM0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0409.See file dsdata.txt to determine how the superseded data were derived.
 EM0409
 EM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC491865(NAD 83)
 EM0409_MARKER: R = RIVET
 EM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0409+STABILITY: SURFACE MOTION
 EM0409
 EM0409  HISTORY     - Date     Condition        Report By
 EM0409  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0409  HISTORY     - 1958     GOOD             NGS
 EM0409
 EM0409                          STATION DESCRIPTION
 EM0409
 EM0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0409'3.4 MI N FROM MEDICINE MOUND.
 EM0409'3.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0409'MOUND, HARDEMAN COUNTY, AT MILEPOST 501, AND 40 FEET WEST OF THE
 EM0409'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0409'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0411 ***********************************************************************
 EM0411  DESIGNATION -  RV 141
 EM0411  PID         -  EM0411
 EM0411  STATE/COUNTY-  TX/HARDEMAN
 EM0411  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0411
 EM0411                         *CURRENT SURVEY CONTROL
 EM0411  ___________________________________________________________________
 EM0411* NAD 83(1986)-  34 13 38.     (N)    099 32 12.     (W)     SCALED    
 EM0411* NAVD 88     -       427.647  (meters)    1403.04   (feet)  ADJUSTED  
 EM0411  ___________________________________________________________________
 EM0411  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 EM0411  DYNAMIC HT  -         427.162 (meters)    1401.45  (feet)  COMP
 EM0411  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 EM0411
 EM0411  VERT ORDER  -  FIRST     CLASS II
 EM0411
 EM0411.The horizontal coordinates were scaled from a topographic map and have
 EM0411.an estimated accuracy of +/- 6 seconds.
 EM0411
 EM0411.The orthometric height was determined by differential leveling
 EM0411.and adjusted by the National Geodetic Survey in June 1991..
 EM0411
 EM0411.The geoid height was determined by GEOID03.
 EM0411
 EM0411.The dynamic height is computed by dividing the NAVD 88
 EM0411.geopotential number by the normal gravity value computed on the
 EM0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0411.degrees latitude (g = 980.6199 gals.).
 EM0411
 EM0411.The modeled gravity was interpolated from observed gravity values.
 EM0411
 EM0411;                    North         East    Units  Estimated Accuracy
 EM0411;SPC TXNC     - 2,284,430.      504,480.      MT  (+/- 180 meters Scaled)
 EM0411
 EM0411                          SUPERSEDED SURVEY CONTROL
 EM0411
 EM0411  NGVD 29 (??/??/92)  427.490  (m)         1402.52   (f) ADJ UNCH    1 2
 EM0411
 EM0411.Superseded values are not recommended for survey control.
 EM0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0411.See file dsdata.txt to determine how the superseded data were derived.
 EM0411
 EM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC505874(NAD 83)
 EM0411_MARKER: R = RIVET
 EM0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0411+STABILITY: SURFACE MOTION
 EM0411
 EM0411  HISTORY     - Date     Condition        Report By
 EM0411  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0411  HISTORY     - 1958     GOOD             NGS
 EM0411
 EM0411                          STATION DESCRIPTION
 EM0411
 EM0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0411'2.8 MI S FROM CHILLICOTHE.
 EM0411'2.8 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EM0411'CHILLICOTHE, HARDEMAN COUNTY, AT MILEPOST 500, AND 39 FEET WEST OF THE
 EM0411'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0411'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0412 ***********************************************************************
 EM0412  DESIGNATION -  RV 142
 EM0412  PID         -  EM0412
 EM0412  STATE/COUNTY-  TX/HARDEMAN
 EM0412  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0412
 EM0412                         *CURRENT SURVEY CONTROL
 EM0412  ___________________________________________________________________
 EM0412* NAD 83(1986)-  34 13 59.     (N)    099 31 32.     (W)     SCALED    
 EM0412* NAVD 88     -       423.104  (meters)    1388.13   (feet)  ADJUSTED  
 EM0412  ___________________________________________________________________
 EM0412  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EM0412  DYNAMIC HT  -         422.625 (meters)    1386.56  (feet)  COMP
 EM0412  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 EM0412
 EM0412  VERT ORDER  -  FIRST     CLASS II
 EM0412
 EM0412.The horizontal coordinates were scaled from a topographic map and have
 EM0412.an estimated accuracy of +/- 6 seconds.
 EM0412
 EM0412.The orthometric height was determined by differential leveling
 EM0412.and adjusted by the National Geodetic Survey in June 1991..
 EM0412
 EM0412.The geoid height was determined by GEOID03.
 EM0412
 EM0412.The dynamic height is computed by dividing the NAVD 88
 EM0412.geopotential number by the normal gravity value computed on the
 EM0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0412.degrees latitude (g = 980.6199 gals.).
 EM0412
 EM0412.The modeled gravity was interpolated from observed gravity values.
 EM0412
 EM0412;                    North         East    Units  Estimated Accuracy
 EM0412;SPC TXNC     - 2,285,070.      505,510.      MT  (+/- 180 meters Scaled)
 EM0412
 EM0412                          SUPERSEDED SURVEY CONTROL
 EM0412
 EM0412  NGVD 29 (??/??/92)  422.948  (m)         1387.62   (f) ADJ UNCH    1 2
 EM0412
 EM0412.Superseded values are not recommended for survey control.
 EM0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0412.See file dsdata.txt to determine how the superseded data were derived.
 EM0412
 EM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC515881(NAD 83)
 EM0412_MARKER: R = RIVET
 EM0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0412+STABILITY: SURFACE MOTION
 EM0412
 EM0412  HISTORY     - Date     Condition        Report By
 EM0412  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0412  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0412
 EM0412                          STATION DESCRIPTION
 EM0412
 EM0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0412'1.8 MI S FROM CHILLICOTHE.
 EM0412'1.8 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EM0412'CHILLICOTHE, HARDEMAN COUNTY, AT MILEPOST 499, AND 40 FEET WEST OF THE
 EM0412'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0412'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0414 ***********************************************************************
 EM0414  DESIGNATION -  RV 143
 EM0414  PID         -  EM0414
 EM0414  STATE/COUNTY-  TX/HARDEMAN
 EM0414  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0414
 EM0414                         *CURRENT SURVEY CONTROL
 EM0414  ___________________________________________________________________
 EM0414* NAD 83(1986)-  34 14 52.     (N)    099 31 06.     (W)     SCALED    
 EM0414* NAVD 88     -       422.614  (meters)    1386.53   (feet)  ADJUSTED  
 EM0414  ___________________________________________________________________
 EM0414  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 EM0414  DYNAMIC HT  -         422.137 (meters)    1384.96  (feet)  COMP
 EM0414  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 EM0414
 EM0414  VERT ORDER  -  FIRST     CLASS II
 EM0414
 EM0414.The horizontal coordinates were scaled from a topographic map and have
 EM0414.an estimated accuracy of +/- 6 seconds.
 EM0414
 EM0414.The orthometric height was determined by differential leveling
 EM0414.and adjusted by the National Geodetic Survey in June 1991..
 EM0414.WARNING-Repeat measurements at this control monument indicate possible
 EM0414.vertical movement.
 EM0414
 EM0414.The geoid height was determined by GEOID03.
 EM0414
 EM0414.The dynamic height is computed by dividing the NAVD 88
 EM0414.geopotential number by the normal gravity value computed on the
 EM0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0414.degrees latitude (g = 980.6199 gals.).
 EM0414
 EM0414.The modeled gravity was interpolated from observed gravity values.
 EM0414
 EM0414;                    North         East    Units  Estimated Accuracy
 EM0414;SPC TXNC     - 2,286,700.      506,190.      MT  (+/- 180 meters Scaled)
 EM0414
 EM0414                          SUPERSEDED SURVEY CONTROL
 EM0414
 EM0414  NGVD 29 (??/??/92)  422.460  (m)         1386.02   (f) ADJ UNCH    1 2
 EM0414
 EM0414.Superseded values are not recommended for survey control.
 EM0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0414.See file dsdata.txt to determine how the superseded data were derived.
 EM0414
 EM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC522897(NAD 83)
 EM0414_MARKER: R = RIVET
 EM0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0414+STABILITY: SURFACE MOTION
 EM0414
 EM0414  HISTORY     - Date     Condition        Report By
 EM0414  HISTORY     - UNK      MONUMENTED       ATSFRR
 EM0414  HISTORY     - 1958     GOOD             NGS
 EM0414  HISTORY     - 1961     GOOD             NGS
 EM0414
 EM0414                          STATION DESCRIPTION
 EM0414
 EM0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0414'0.8 MI S FROM CHILLICOTHE.
 EM0414'0.8 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EM0414'CHILLICOTHE, HARDEMAN COUNTY, AT MILEPOST 498, AND 39 FEET WEST OF THE
 EM0414'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 EM0414'POST.
 EM0414
 EM0414                          STATION RECOVERY (1961)
 EM0414
 EM0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EM0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0401 ***********************************************************************
 CR0401  DESIGNATION -  RV 15
 CR0401  PID         -  CR0401
 CR0401  STATE/COUNTY-  TX/SMITH
 CR0401  USGS QUAD   -  BULLARD (1973)
 CR0401
 CR0401                         *CURRENT SURVEY CONTROL
 CR0401  ___________________________________________________________________
 CR0401* NAD 83(1986)-  32 13 09.     (N)    095 21 00.     (W)     SCALED    
 CR0401* NAVD 88     -       142.252  (meters)     466.71   (feet)  ADJUSTED  
 CR0401  ___________________________________________________________________
 CR0401  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0401  DYNAMIC HT  -         142.084 (meters)     466.15  (feet)  COMP
 CR0401  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 CR0401
 CR0401  VERT ORDER  -  FIRST     CLASS II
 CR0401
 CR0401.The horizontal coordinates were scaled from a topographic map and have
 CR0401.an estimated accuracy of +/- 6 seconds.
 CR0401
 CR0401.The orthometric height was determined by differential leveling
 CR0401.and adjusted by the National Geodetic Survey in June 1991..
 CR0401
 CR0401.The geoid height was determined by GEOID03.
 CR0401
 CR0401.The dynamic height is computed by dividing the NAVD 88
 CR0401.geopotential number by the normal gravity value computed on the
 CR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0401.degrees latitude (g = 980.6199 gals.).
 CR0401
 CR0401.The modeled gravity was interpolated from observed gravity values.
 CR0401
 CR0401;                    North         East    Units  Estimated Accuracy
 CR0401;SPC TXNC     - 2,065,720.      896,890.      MT  (+/- 180 meters Scaled)
 CR0401
 CR0401                          SUPERSEDED SURVEY CONTROL
 CR0401
 CR0401  NGVD 29 (??/??/92)  142.281  (m)          466.80   (f) ADJ UNCH    1 2
 CR0401
 CR0401.Superseded values are not recommended for survey control.
 CR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0401.See file dsdata.txt to determine how the superseded data were derived.
 CR0401
 CR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR785671(NAD 83)
 CR0401_MARKER: R = RIVET
 CR0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0401_SP_SET: CULVERT
 CR0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0401+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0401
 CR0401  HISTORY     - Date     Condition        Report By
 CR0401  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0401  HISTORY     - 1959     GOOD             NGS
 CR0401  HISTORY     - 19960420 GOOD             USPSQD
 CR0401  HISTORY     - 20040605 GOOD             USPSQD
 CR0401  HISTORY     - 20050712 GOOD             USPSQD
 CR0401
 CR0401                          STATION DESCRIPTION
 CR0401
 CR0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0401'6.0 MI NW FROM BULLARD.
 CR0401'ABOUT 6.0 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0401'FROM THE POST OFFICE AT BULLARD, ABOUT 0.3 MILE SOUTH OF MILEPOST 557,
 CR0401'22 FEET EAST OF THE EAST RAIL, IN THE TOP OF THE SOUTH END OF THE EAST
 CR0401'CONCRETE HEAD WALL OF A LARGE CONCRETE CULVERT UNDER THE TRACKS, IN
 CR0401'LINE WITH THE TELEPHONE POLES, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 CR0401'TRACKS.
 CR0401
 CR0401                          STATION RECOVERY (1996)
 CR0401
 CR0401'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0401'RECOVERED IN GOOD CONDITION.
 CR0401
 CR0401                          STATION RECOVERY (2004)
 CR0401
 CR0401'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0401'RECOVERED IN GOOD CONDITION.
 CR0401
 CR0401                          STATION RECOVERY (2005)
 CR0401
 CR0401'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0401' 
 CR0401' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0020 ***********************************************************************
 CU0020  DESIGNATION -  RV 15
 CU0020  PID         -  CU0020
 CU0020  STATE/COUNTY-  TX/FISHER
 CU0020  USGS QUAD   -  LONGWORTH (1969)
 CU0020
 CU0020                         *CURRENT SURVEY CONTROL
 CU0020  ___________________________________________________________________
 CU0020* NAD 83(1986)-  32 39 22.     (N)    100 20 21.     (W)     SCALED    
 CU0020* NAVD 88     -       597.024  (meters)    1958.74   (feet)  ADJUSTED  
 CU0020  ___________________________________________________________________
 CU0020  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CU0020  DYNAMIC HT  -         596.234 (meters)    1956.14  (feet)  COMP
 CU0020  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 CU0020
 CU0020  VERT ORDER  -  FIRST     CLASS II
 CU0020
 CU0020.The horizontal coordinates were scaled from a topographic map and have
 CU0020.an estimated accuracy of +/- 6 seconds.
 CU0020
 CU0020.The orthometric height was determined by differential leveling
 CU0020.and adjusted by the National Geodetic Survey in June 1991..
 CU0020
 CU0020.The geoid height was determined by GEOID03.
 CU0020
 CU0020.The dynamic height is computed by dividing the NAVD 88
 CU0020.geopotential number by the normal gravity value computed on the
 CU0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0020.degrees latitude (g = 980.6199 gals.).
 CU0020
 CU0020.The modeled gravity was interpolated from observed gravity values.
 CU0020
 CU0020;                    North         East    Units  Estimated Accuracy
 CU0020;SPC TXNC     - 2,111,230.      427,490.      MT  (+/- 180 meters Scaled)
 CU0020
 CU0020                          SUPERSEDED SURVEY CONTROL
 CU0020
 CU0020  NGVD 29 (??/??/92)  596.802  (m)         1958.01   (f) ADJ UNCH    1 2
 CU0020
 CU0020.Superseded values are not recommended for survey control.
 CU0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0020.See file dsdata.txt to determine how the superseded data were derived.
 CU0020
 CU0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB744139(NAD 83)
 CU0020_MARKER: R = RIVET
 CU0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0020+STABILITY: SURFACE MOTION
 CU0020
 CU0020  HISTORY     - Date     Condition        Report By
 CU0020  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0020  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0020  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0020
 CU0020                          STATION DESCRIPTION
 CU0020
 CU0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0020'0.5 MI N FROM LONGWORTH.
 CU0020'0.5 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0020'LONGWORTH, FISHER COUNTY, AND 37 FEET WEST OF MILEPOST 626.  A
 CU0020'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 CU0020
 CU0020                          STATION RECOVERY (1961)
 CU0020
 CU0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0648 ***********************************************************************
 BZ0648  DESIGNATION -  RV 151 SLSWRR
 BZ0648  PID         -  BZ0648
 BZ0648  STATE/COUNTY-  TX/HILL
 BZ0648  USGS QUAD   -  HUBBARD (1978)
 BZ0648
 BZ0648                         *CURRENT SURVEY CONTROL
 BZ0648  ___________________________________________________________________
 BZ0648* NAD 83(1986)-  31 51 55.     (N)    096 45 17.     (W)     SCALED    
 BZ0648* NAVD 88     -       164.00   (+/-2cm)     538.1    (feet)  VERTCON   
 BZ0648  ___________________________________________________________________
 BZ0648  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BZ0648
 BZ0648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0648
 BZ0648.The horizontal coordinates were scaled from a topographic map and have
 BZ0648.an estimated accuracy of +/- 6 seconds.
 BZ0648
 BZ0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0648.The vertical order pertains to the NGVD 29 superseded value.
 BZ0648
 BZ0648.The geoid height was determined by GEOID03.
 BZ0648
 BZ0648;                    North         East    Units  Estimated Accuracy
 BZ0648;SPC TXNC     - 2,023,400.      765,160.      MT  (+/- 180 meters Scaled)
 BZ0648
 BZ0648                          SUPERSEDED SURVEY CONTROL
 BZ0648
 BZ0648  NGVD 29 (??/??/92)  163.964  (m)          537.94   (f) ADJ UNCH    2 0
 BZ0648
 BZ0648.Superseded values are not recommended for survey control.
 BZ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0648.See file dsdata.txt to determine how the superseded data were derived.
 BZ0648
 BZ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA124277(NAD 83)
 BZ0648_MARKER: R = RIVET
 BZ0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0648_SP_SET: CULVERT
 BZ0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0648
 BZ0648  HISTORY     - Date     Condition        Report By
 BZ0648  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0648  HISTORY     - 1933     GOOD             NGS
 BZ0648  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0648  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 BZ0648
 BZ0648                          STATION DESCRIPTION
 BZ0648
 BZ0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0648'2.8 MI NE FROM HUBBARD.
 BZ0648'2.8 MILES NORTHEAST OF, ALONG ST.L.S.W.RY. 0.1 MILE SOUTHWEST OF
 BZ0648'HILL-NAVARRO COUNTY LINE, MILE 645 PLUS 12 1/2 POLES, ON TOP OF NORTH
 BZ0648'WING WALL OF CONCRETE BOX HIGHWAY CULVERT, 60 FEET SOUTHEAST OF
 BZ0648'RAILROAD CENTER-LINE.  RIVET CEMENTED IN CONCRETE.
 BZ0648
 BZ0648                          STATION RECOVERY (1995)
 BZ0648
 BZ0648'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0648'MARK NOT FOUND.
 BZ0648
 BZ0648                          STATION RECOVERY (2003)
 BZ0648
 BZ0648'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0941 ***********************************************************************
 CS0941  DESIGNATION -  RV 152
 CS0941  PID         -  CS0941
 CS0941  STATE/COUNTY-  TX/NAVARRO
 CS0941  USGS QUAD   -  CORBET (1978)
 CS0941
 CS0941                         *CURRENT SURVEY CONTROL
 CS0941  ___________________________________________________________________
 CS0941* NAD 83(1986)-  32 00 06.     (N)    096 32 25.     (W)     SCALED    
 CS0941* NAVD 88     -       113.580  (meters)     372.64   (feet)  ADJUSTED  
 CS0941  ___________________________________________________________________
 CS0941  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0941  DYNAMIC HT  -         113.448 (meters)     372.20  (feet)  COMP
 CS0941  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 CS0941
 CS0941  VERT ORDER  -  SECOND    CLASS 0
 CS0941
 CS0941.The horizontal coordinates were scaled from a topographic map and have
 CS0941.an estimated accuracy of +/- 6 seconds.
 CS0941
 CS0941.The orthometric height was determined by differential leveling
 CS0941.and adjusted by the National Geodetic Survey in June 1991..
 CS0941.WARNING-Repeat measurements at this control monument indicate possible
 CS0941.vertical movement.
 CS0941
 CS0941.The geoid height was determined by GEOID03.
 CS0941
 CS0941.The dynamic height is computed by dividing the NAVD 88
 CS0941.geopotential number by the normal gravity value computed on the
 CS0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0941.degrees latitude (g = 980.6199 gals.).
 CS0941
 CS0941.The modeled gravity was interpolated from observed gravity values.
 CS0941
 CS0941;                    North         East    Units  Estimated Accuracy
 CS0941;SPC TXNC     - 2,038,880.      785,170.      MT  (+/- 180 meters Scaled)
 CS0941
 CS0941                          SUPERSEDED SURVEY CONTROL
 CS0941
 CS0941  NGVD 29 (??/??/92)  113.570  (m)          372.60   (f) ADJ UNCH    2 0
 CS0941
 CS0941.Superseded values are not recommended for survey control.
 CS0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0941.See file dsdata.txt to determine how the superseded data were derived.
 CS0941
 CS0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA323432(NAD 83)
 CS0941_MARKER: R = RIVET
 CS0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0941_SP_SET: CULVERT
 CS0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0941
 CS0941  HISTORY     - Date     Condition        Report By
 CS0941  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0941  HISTORY     - 1933     GOOD             NGS
 CS0941  HISTORY     - 1946     GOOD             NGS
 CS0941  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0941
 CS0941                          STATION DESCRIPTION
 CS0941
 CS0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0941'5.7 MI NE FROM PURDON.
 CS0941'5.7 MILES NORTHEAST OF, ALONG ST. L.S.W.RY. 0.5 MILES SOUTHWEST OF
 CS0941'CORBET SIDING, MILE-629 PLUS 7 POLES, ON TOP OF SOUTHEAST HEADWALL OF
 CS0941'CONCRETE HIGHWAY CULVERT, 60 FEET NORTHWEST OF RAILROAD CENTER-LINE.
 CS0941'RIVET CEMENTED IN CONCRETE.
 CS0941
 CS0941                          STATION RECOVERY (1946)
 CS0941
 CS0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0941'RECOVERED IN GOOD CONDITION.
 CS0941
 CS0941                          STATION RECOVERY (2002)
 CS0941
 CS0941'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CS0941'CORNER OF ABUTMENT HAS BEEN CHIPPED OFF OF THE ONLY CONCRETE CULVERT
 CS0941'FOUND IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0525 ***********************************************************************
 CR0525  DESIGNATION -  RV 153
 CR0525  PID         -  CR0525
 CR0525  STATE/COUNTY-  TX/HENDERSON
 CR0525  USGS QUAD   -  ATHENS (1984)
 CR0525
 CR0525                         *CURRENT SURVEY CONTROL
 CR0525  ___________________________________________________________________
 CR0525* NAD 83(1986)-  32 12 27.     (N)    095 51 15.     (W)     SCALED    
 CR0525* NAVD 88     -       149.073  (meters)     489.08   (feet)  ADJUSTED  
 CR0525  ___________________________________________________________________
 CR0525  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0525  DYNAMIC HT  -         148.899 (meters)     488.51  (feet)  COMP
 CR0525  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 CR0525
 CR0525  VERT ORDER  -  SECOND    CLASS 0
 CR0525
 CR0525.The horizontal coordinates were scaled from a topographic map and have
 CR0525.an estimated accuracy of +/- 6 seconds.
 CR0525
 CR0525.The orthometric height was determined by differential leveling
 CR0525.and adjusted by the National Geodetic Survey in June 1991..
 CR0525
 CR0525.The geoid height was determined by GEOID03.
 CR0525
 CR0525.The dynamic height is computed by dividing the NAVD 88
 CR0525.geopotential number by the normal gravity value computed on the
 CR0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0525.degrees latitude (g = 980.6199 gals.).
 CR0525
 CR0525.The modeled gravity was interpolated from observed gravity values.
 CR0525
 CR0525;                    North         East    Units  Estimated Accuracy
 CR0525;SPC TXNC     - 2,063,120.      849,420.      MT  (+/- 180 meters Scaled)
 CR0525
 CR0525                          SUPERSEDED SURVEY CONTROL
 CR0525
 CR0525  NGVD 29 (??/??/92)  149.079  (m)          489.10   (f) ADJ UNCH    2 0
 CR0525
 CR0525.Superseded values are not recommended for survey control.
 CR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0525.See file dsdata.txt to determine how the superseded data were derived.
 CR0525
 CR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR309670(NAD 83)
 CR0525_MARKER: R = RIVET
 CR0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0525_SP_SET: CONCRETE BASE
 CR0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0525
 CR0525  HISTORY     - Date     Condition        Report By
 CR0525  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0525  HISTORY     - 1948     GOOD             NGS
 CR0525  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0525
 CR0525                          STATION DESCRIPTION
 CR0525
 CR0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0525'IN ATHENS.
 CR0525'AT ATHENS, AT THE ST. LOUIS SOUTHWESTERN RAILWAY FREIGHT STATION, 55.0
 CR0525'FEET EAST OF THE EAST CURB OF STATE HIGHWAY 19, 24.0 FEET SOUTHEAST OF
 CR0525'THE CENTER LINE OF THE SOUTHWEST ENTRANCE TO THE STATION, 4.8 FEET
 CR0525'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 0.3 FOOT NORTH
 CR0525'OF THE SOUTH CORNER OF AND SET IN THE TOP OF THE CONCRETE BASE OF A
 CR0525'TRAIN-ORDER SIGNAL.
 CR0525
 CR0525                          STATION RECOVERY (1998)
 CR0525
 CR0525'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0528 ***********************************************************************
 CR0528  DESIGNATION -  RV 154
 CR0528  PID         -  CR0528
 CR0528  STATE/COUNTY-  TX/HENDERSON
 CR0528  USGS QUAD   -  ATHENS (1984)
 CR0528
 CR0528                         *CURRENT SURVEY CONTROL
 CR0528  ___________________________________________________________________
 CR0528* NAD 83(1986)-  32 12 06.     (N)    095 51 53.     (W)     SCALED    
 CR0528* NAVD 88     -       137.29   (+/-2cm)     450.4    (feet)  VERTCON   
 CR0528  ___________________________________________________________________
 CR0528  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0528
 CR0528  VERT ORDER  -  ? (See Below)
 CR0528
 CR0528.The horizontal coordinates were scaled from a topographic map and have
 CR0528.an estimated accuracy of +/- 6 seconds.
 CR0528
 CR0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0528.The vertical order pertains to the NGVD 29 superseded value.
 CR0528
 CR0528.The geoid height was determined by GEOID03.
 CR0528
 CR0528;                    North         East    Units  Estimated Accuracy
 CR0528;SPC TXNC     - 2,062,440.      848,440.      MT  (+/- 180 meters Scaled)
 CR0528
 CR0528                          SUPERSEDED SURVEY CONTROL
 CR0528
 CR0528  NGVD 29 (??/??/92)  137.294  (m)          450.44   (f) ADJ UNCH    ?  
 CR0528
 CR0528.Superseded values are not recommended for survey control.
 CR0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0528.See file dsdata.txt to determine how the superseded data were derived.
 CR0528
 CR0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR299663(NAD 83)
 CR0528_MARKER: R = RIVET
 CR0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0528_SP_SET: CULVERT
 CR0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0528
 CR0528  HISTORY     - Date     Condition        Report By
 CR0528  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0528  HISTORY     - 1933     GOOD             NGS
 CR0528  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0528
 CR0528                          STATION DESCRIPTION
 CR0528
 CR0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CR0528'1.2 MI W FROM ATHENS.
 CR0528'1.2 MILES WEST OF, ALONG ST.L. - S.W. RY.  AT MILEPOST 585, ON TOP OF
 CR0528'NORTH HEADWALL OF CONCRETE BOX RAILROAD CULVERT.  RIVET CEMENTED IN
 CR0528'CONCRETE.
 CR0528
 CR0528                          STATION RECOVERY (2004)
 CR0528
 CR0528'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CR0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0530 ***********************************************************************
 CR0530  DESIGNATION -  RV 155
 CR0530  PID         -  CR0530
 CR0530  STATE/COUNTY-  TX/HENDERSON
 CR0530  USGS QUAD   -  MALLARD HILL (1984)
 CR0530
 CR0530                         *CURRENT SURVEY CONTROL
 CR0530  ___________________________________________________________________
 CR0530* NAD 83(1986)-  32 11 53.     (N)    095 53 31.     (W)     SCALED    
 CR0530* NAVD 88     -       124.43   (+/-2cm)     408.2    (feet)  VERTCON   
 CR0530  ___________________________________________________________________
 CR0530  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CR0530
 CR0530  VERT ORDER  -  ? (See Below)
 CR0530
 CR0530.The horizontal coordinates were scaled from a topographic map and have
 CR0530.an estimated accuracy of +/- 6 seconds.
 CR0530
 CR0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0530.The vertical order pertains to the NGVD 29 superseded value.
 CR0530
 CR0530.The geoid height was determined by GEOID03.
 CR0530
 CR0530;                    North         East    Units  Estimated Accuracy
 CR0530;SPC TXNC     - 2,061,980.      845,880.      MT  (+/- 180 meters Scaled)
 CR0530
 CR0530                          SUPERSEDED SURVEY CONTROL
 CR0530
 CR0530  NGVD 29 (??/??/92)  124.440  (m)          408.27   (f) ADJ UNCH    ?  
 CR0530
 CR0530.Superseded values are not recommended for survey control.
 CR0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0530.See file dsdata.txt to determine how the superseded data were derived.
 CR0530
 CR0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR273660(NAD 83)
 CR0530_MARKER: R = RIVET
 CR0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0530_SP_SET: CULVERT
 CR0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0530
 CR0530  HISTORY     - Date     Condition        Report By
 CR0530  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0530  HISTORY     - 1933     GOOD             NGS
 CR0530  HISTORY     - 1942     GOOD             NGS
 CR0530  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0530
 CR0530                          STATION DESCRIPTION
 CR0530
 CR0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CR0530'2.4 MI W FROM ATHENS.
 CR0530'2.4 MILES WEST OF, ALONG ST.L. - S.W. RY. MILEPOST 586 PLUS 8 POLE
 CR0530'INTERVALS, ON TOP OF SOUTH HEADWALL OF CONCRETE HIGHWAY CULVERT, 60
 CR0530'FT. NORTH OF RAILROAD CENTER LINE.  RIVET CEMENTED IN CONCRETE.
 CR0530
 CR0530                          STATION RECOVERY (1942)
 CR0530
 CR0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CR0530'RECOVERED IN GOOD CONDITION.
 CR0530
 CR0530                          STATION RECOVERY (2004)
 CR0530
 CR0530'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0532 ***********************************************************************
 CR0532  DESIGNATION -  RV 156
 CR0532  PID         -  CR0532
 CR0532  STATE/COUNTY-  TX/HENDERSON
 CR0532  USGS QUAD   -  MALLARD HILL (1984)
 CR0532
 CR0532                         *CURRENT SURVEY CONTROL
 CR0532  ___________________________________________________________________
 CR0532* NAD 83(1986)-  32 11 28.     (N)    095 54 32.     (W)     SCALED    
 CR0532* NAVD 88     -       117.06   (+/-2cm)     384.1    (feet)  VERTCON   
 CR0532  ___________________________________________________________________
 CR0532  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CR0532
 CR0532  VERT ORDER  -  ? (See Below)
 CR0532
 CR0532.The horizontal coordinates were scaled from a topographic map and have
 CR0532.an estimated accuracy of +/- 6 seconds.
 CR0532
 CR0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0532.The vertical order pertains to the NGVD 29 superseded value.
 CR0532
 CR0532.The geoid height was determined by GEOID03.
 CR0532
 CR0532;                    North         East    Units  Estimated Accuracy
 CR0532;SPC TXNC     - 2,061,170.      844,300.      MT  (+/- 180 meters Scaled)
 CR0532
 CR0532                          SUPERSEDED SURVEY CONTROL
 CR0532
 CR0532  NGVD 29 (??/??/92)  117.068  (m)          384.08   (f) ADJ UNCH    ?  
 CR0532
 CR0532.Superseded values are not recommended for survey control.
 CR0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0532.See file dsdata.txt to determine how the superseded data were derived.
 CR0532
 CR0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR257653(NAD 83)
 CR0532_MARKER: R = RIVET
 CR0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0532_SP_SET: CULVERT
 CR0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0532
 CR0532  HISTORY     - Date     Condition        Report By
 CR0532  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0532  HISTORY     - 1933     GOOD             NGS
 CR0532  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0532
 CR0532                          STATION DESCRIPTION
 CR0532
 CR0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CR0532'3.5 MI W FROM ATHENS.
 CR0532'3.5 MILES WEST OF, ALONG ST.L. - S.W. RY.  MILEPOST 587 PLUS 8 POLE
 CR0532'INTERVALS, 0.6 MILE EAST OF DAUPHIN SIDING, ON TOP OF NORTH HEADWALL
 CR0532'OF CONCRETE BOX RAILROAD CULVERT.  RIVET CEMENTED IN CONCRETE.
 CR0532
 CR0532                          STATION RECOVERY (2004)
 CR0532
 CR0532'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0533 ***********************************************************************
 CR0533  DESIGNATION -  RV 157
 CR0533  PID         -  CR0533
 CR0533  STATE/COUNTY-  TX/HENDERSON
 CR0533  USGS QUAD   -  MALLARD HILL (1984)
 CR0533
 CR0533                         *CURRENT SURVEY CONTROL
 CR0533  ___________________________________________________________________
 CR0533* NAD 83(1986)-  32 10 41.     (N)    095 56 11.     (W)     SCALED    
 CR0533* NAVD 88     -       118.104  (meters)     387.48   (feet)  ADJUSTED  
 CR0533  ___________________________________________________________________
 CR0533  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CR0533  DYNAMIC HT  -         117.967 (meters)     387.03  (feet)  COMP
 CR0533  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 CR0533
 CR0533  VERT ORDER  -  SECOND    CLASS 0
 CR0533
 CR0533.The horizontal coordinates were scaled from a topographic map and have
 CR0533.an estimated accuracy of +/- 6 seconds.
 CR0533
 CR0533.The orthometric height was determined by differential leveling
 CR0533.and adjusted by the National Geodetic Survey in June 1991..
 CR0533
 CR0533.The geoid height was determined by GEOID03.
 CR0533
 CR0533.The dynamic height is computed by dividing the NAVD 88
 CR0533.geopotential number by the normal gravity value computed on the
 CR0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0533.degrees latitude (g = 980.6199 gals.).
 CR0533
 CR0533.The modeled gravity was interpolated from observed gravity values.
 CR0533
 CR0533;                    North         East    Units  Estimated Accuracy
 CR0533;SPC TXNC     - 2,059,660.      841,750.      MT  (+/- 180 meters Scaled)
 CR0533
 CR0533                          SUPERSEDED SURVEY CONTROL
 CR0533
 CR0533  NGVD 29 (??/??/92)  118.111  (m)          387.50   (f) ADJ UNCH    2 0
 CR0533
 CR0533.Superseded values are not recommended for survey control.
 CR0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0533.See file dsdata.txt to determine how the superseded data were derived.
 CR0533
 CR0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR231639(NAD 83)
 CR0533_MARKER: R = RIVET
 CR0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0533_SP_SET: CULVERT
 CR0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0533
 CR0533  HISTORY     - Date     Condition        Report By
 CR0533  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0533  HISTORY     - 1933     GOOD             NGS
 CR0533  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0533
 CR0533                          STATION DESCRIPTION
 CR0533
 CR0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CR0533'4.4 MI E FROM MALAKOFF.
 CR0533'4.4 MILES EAST OF, ALONG ST.L. - S.W. RY.  MILEPOST 589 PLUS 8 POLE
 CR0533'INTERVALS, 1.4 MILES WEST OF DAUPHIN SIDING, ON TOP OF SOUTH HEADWALL
 CR0533'OF CONCRETE BOX RAILROAD CULVERT.  RIVET CEMENTED IN CONCRETE.
 CR0533
 CR0533                          STATION RECOVERY (2004)
 CR0533
 CR0533'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0536 ***********************************************************************
 CR0536  DESIGNATION -  RV 158
 CR0536  PID         -  CR0536
 CR0536  STATE/COUNTY-  TX/HENDERSON
 CR0536  USGS QUAD   -  MALLARD HILL (1984)
 CR0536
 CR0536                         *CURRENT SURVEY CONTROL
 CR0536  ___________________________________________________________________
 CR0536* NAD 83(1986)-  32 10 23.     (N)    095 58 46.     (W)     SCALED    
 CR0536* NAVD 88     -       109.43   (+/-2cm)     359.0    (feet)  VERTCON   
 CR0536  ___________________________________________________________________
 CR0536  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0536
 CR0536  VERT ORDER  -  ? (See Below)
 CR0536
 CR0536.The horizontal coordinates were scaled from a topographic map and have
 CR0536.an estimated accuracy of +/- 6 seconds.
 CR0536
 CR0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0536.The vertical order pertains to the NGVD 29 superseded value.
 CR0536
 CR0536.The geoid height was determined by GEOID03.
 CR0536
 CR0536;                    North         East    Units  Estimated Accuracy
 CR0536;SPC TXNC     - 2,059,010.      837,700.      MT  (+/- 180 meters Scaled)
 CR0536
 CR0536                          SUPERSEDED SURVEY CONTROL
 CR0536
 CR0536  NGVD 29 (??/??/92)  109.438  (m)          359.05   (f) ADJ UNCH    ?  
 CR0536
 CR0536.Superseded values are not recommended for survey control.
 CR0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0536.See file dsdata.txt to determine how the superseded data were derived.
 CR0536
 CR0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR190635(NAD 83)
 CR0536_MARKER: R = RIVET
 CR0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0536_SP_SET: CULVERT
 CR0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0536
 CR0536  HISTORY     - Date     Condition        Report By
 CR0536  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0536  HISTORY     - 1933     GOOD             NGS
 CR0536  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0536
 CR0536                          STATION DESCRIPTION
 CR0536
 CR0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CR0536'1.9 MI E FROM MALAKOFF.
 CR0536'1.9 MILES EAST OF, ALONG ST.L. - S.W. RY.  MILEPOST 591 PLUS 25 POLE
 CR0536'INTERVALS, ON TOP OF NORTH HEADWALL OF CONCRETE BOX RAILROAD CULVERT.
 CR0536'RIVET CEMENTED IN CONCRETE.
 CR0536
 CR0536                          STATION RECOVERY (2004)
 CR0536
 CR0536'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0604 ***********************************************************************
 CS0604  DESIGNATION -  RV 159
 CS0604  PID         -  CS0604
 CS0604  STATE/COUNTY-  TX/HENDERSON
 CS0604  USGS QUAD   -  MALAKOFF (1981)
 CS0604
 CS0604                         *CURRENT SURVEY CONTROL
 CS0604  ___________________________________________________________________
 CS0604* NAD 83(1986)-  32 10 10.     (N)    096 00 35.     (W)     SCALED    
 CS0604* NAVD 88     -       115.401  (meters)     378.61   (feet)  ADJUSTED  
 CS0604  ___________________________________________________________________
 CS0604  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0604  DYNAMIC HT  -         115.268 (meters)     378.18  (feet)  COMP
 CS0604  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CS0604
 CS0604  VERT ORDER  -  SECOND    CLASS 0
 CS0604
 CS0604.The horizontal coordinates were scaled from a topographic map and have
 CS0604.an estimated accuracy of +/- 6 seconds.
 CS0604
 CS0604.The orthometric height was determined by differential leveling
 CS0604.and adjusted by the National Geodetic Survey in June 1991..
 CS0604
 CS0604.The geoid height was determined by GEOID03.
 CS0604
 CS0604.The dynamic height is computed by dividing the NAVD 88
 CS0604.geopotential number by the normal gravity value computed on the
 CS0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0604.degrees latitude (g = 980.6199 gals.).
 CS0604
 CS0604.The modeled gravity was interpolated from observed gravity values.
 CS0604
 CS0604;                    North         East    Units  Estimated Accuracy
 CS0604;SPC TXNC     - 2,058,540.      834,860.      MT  (+/- 180 meters Scaled)
 CS0604
 CS0604                          SUPERSEDED SURVEY CONTROL
 CS0604
 CS0604  NGVD 29 (??/??/92)  115.406  (m)          378.63   (f) ADJ UNCH    2 0
 CS0604
 CS0604.Superseded values are not recommended for survey control.
 CS0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0604.See file dsdata.txt to determine how the superseded data were derived.
 CS0604
 CS0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA819631(NAD 83)
 CS0604_MARKER: R = RIVET
 CS0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0604_SP_SET: CONCRETE BASE
 CS0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0604
 CS0604  HISTORY     - Date     Condition        Report By
 CS0604  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0604  HISTORY     - 1947     GOOD             NGS
 CS0604  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS0604
 CS0604                          STATION DESCRIPTION
 CS0604
 CS0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0604'IN MALAKOFF.
 CS0604'AT MALAKOFF, 79.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ST.
 CS0604'LOUIS SOUTHWESTERN RAILWAY STATION, 64.0 FEET NORTH OF THE NORTH RAIL
 CS0604'OF THE MAIN TRACK, 25.0 FEET EAST OF THE CENTER OF MAIN STREET, 12.0
 CS0604'FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, THE HEAD OF A
 CS0604'MONEL-METAL RIVET SET IN THE CENTER AND TOP OF THE SOUTH SIDE OF A 2
 CS0604'1/2 FOOT SQUARE CONCRETE BASE AROUND A WOODEN TELEPHONE POLE, 0.6 FOOT
 CS0604'ABOVE THE TOP OF THE GROUND.
 CS0604
 CS0604                          STATION RECOVERY (1995)
 CS0604
 CS0604'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0403 ***********************************************************************
 CR0403  DESIGNATION -  RV 16
 CR0403  PID         -  CR0403
 CR0403  STATE/COUNTY-  TX/SMITH
 CR0403  USGS QUAD   -  BULLARD (1973)
 CR0403
 CR0403                         *CURRENT SURVEY CONTROL
 CR0403  ___________________________________________________________________
 CR0403* NAD 83(1986)-  32 13 56.     (N)    095 21 04.     (W)     SCALED    
 CR0403* NAVD 88     -       138.976  (meters)     455.96   (feet)  ADJUSTED  
 CR0403  ___________________________________________________________________
 CR0403  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0403  DYNAMIC HT  -         138.812 (meters)     455.42  (feet)  COMP
 CR0403  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 CR0403
 CR0403  VERT ORDER  -  FIRST     CLASS II
 CR0403
 CR0403.The horizontal coordinates were scaled from a topographic map and have
 CR0403.an estimated accuracy of +/- 6 seconds.
 CR0403
 CR0403.The orthometric height was determined by differential leveling
 CR0403.and adjusted by the National Geodetic Survey in June 1991..
 CR0403
 CR0403.The geoid height was determined by GEOID03.
 CR0403
 CR0403.The dynamic height is computed by dividing the NAVD 88
 CR0403.geopotential number by the normal gravity value computed on the
 CR0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0403.degrees latitude (g = 980.6199 gals.).
 CR0403
 CR0403.The modeled gravity was interpolated from observed gravity values.
 CR0403
 CR0403;                    North         East    Units  Estimated Accuracy
 CR0403;SPC TXNC     - 2,067,160.      896,740.      MT  (+/- 180 meters Scaled)
 CR0403
 CR0403                          SUPERSEDED SURVEY CONTROL
 CR0403
 CR0403  NGVD 29 (??/??/92)  139.016  (m)          456.09   (f) ADJ UNCH    1 2
 CR0403
 CR0403.Superseded values are not recommended for survey control.
 CR0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0403.See file dsdata.txt to determine how the superseded data were derived.
 CR0403
 CR0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR784686(NAD 83)
 CR0403_MARKER: R = RIVET
 CR0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0403_SP_SET: CULVERT
 CR0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0403
 CR0403  HISTORY     - Date     Condition        Report By
 CR0403  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0403  HISTORY     - 1959     GOOD             NGS
 CR0403  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0403  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0403
 CR0403                          STATION DESCRIPTION
 CR0403
 CR0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0403'6.95 MI NW FROM BULLARD.
 CR0403'ABOUT 6.95 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0403'FROM THE POST OFFIE AT BULLARD, ABOUT 0.35 MILE SOUTH OF MILEPOST 556,
 CR0403'22 FEET EAST OF THE EAST RAIL, IN THE TOP OF THE SOUTH END OF THE EAST
 CR0403'CONCRETE HEAD WALL OF A LARGE BOX CULVERT, IN LINE WITH THE TELEPHONE
 CR0403'POLES, AND ABOUT 8 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 CR0403
 CR0403                          STATION RECOVERY (1996)
 CR0403
 CR0403'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0403'MARK NOT FOUND.
 CR0403
 CR0403                          STATION RECOVERY (2004)
 CR0403
 CR0403'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0022 ***********************************************************************
 CU0022  DESIGNATION -  RV 16
 CU0022  PID         -  CU0022
 CU0022  STATE/COUNTY-  TX/FISHER
 CU0022  USGS QUAD   -  LONGWORTH (1969)
 CU0022
 CU0022                         *CURRENT SURVEY CONTROL
 CU0022  ___________________________________________________________________
 CU0022* NAD 83(1986)-  32 39 59.     (N)    100 19 37.     (W)     SCALED    
 CU0022* NAVD 88     -       590.318  (meters)    1936.73   (feet)  ADJUSTED  
 CU0022  ___________________________________________________________________
 CU0022  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CU0022  DYNAMIC HT  -         589.538 (meters)    1934.18  (feet)  COMP
 CU0022  MODELED GRAV-     979,298.7   (mgal)                       NAVD 88
 CU0022
 CU0022  VERT ORDER  -  FIRST     CLASS II
 CU0022
 CU0022.The horizontal coordinates were scaled from a topographic map and have
 CU0022.an estimated accuracy of +/- 6 seconds.
 CU0022
 CU0022.The orthometric height was determined by differential leveling
 CU0022.and adjusted by the National Geodetic Survey in June 1991..
 CU0022
 CU0022.The geoid height was determined by GEOID03.
 CU0022
 CU0022.The dynamic height is computed by dividing the NAVD 88
 CU0022.geopotential number by the normal gravity value computed on the
 CU0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0022.degrees latitude (g = 980.6199 gals.).
 CU0022
 CU0022.The modeled gravity was interpolated from observed gravity values.
 CU0022
 CU0022;                    North         East    Units  Estimated Accuracy
 CU0022;SPC TXNC     - 2,112,350.      428,650.      MT  (+/- 180 meters Scaled)
 CU0022
 CU0022                          SUPERSEDED SURVEY CONTROL
 CU0022
 CU0022  NGVD 29 (??/??/92)  590.097  (m)         1936.01   (f) ADJ UNCH    1 2
 CU0022
 CU0022.Superseded values are not recommended for survey control.
 CU0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0022.See file dsdata.txt to determine how the superseded data were derived.
 CU0022
 CU0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB755150(NAD 83)
 CU0022_MARKER: R = RIVET
 CU0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0022+STABILITY: SURFACE MOTION
 CU0022
 CU0022  HISTORY     - Date     Condition        Report By
 CU0022  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0022  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0022  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0022
 CU0022                          STATION DESCRIPTION
 CU0022
 CU0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0022'1.5 MI N FROM LONGWORTH.
 CU0022'1.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0022'LONGWORTH, FISHER COUNTY, AND 38 FEET WEST OF MILEPOST 625.  A
 CU0022'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 CU0022
 CU0022                          STATION RECOVERY (1961)
 CU0022
 CU0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0424 ***********************************************************************
 DM0424  DESIGNATION -  RV 16
 DM0424  PID         -  DM0424
 DM0424  STATE/COUNTY-  TX/TITUS
 DM0424  USGS QUAD   -  WINFIELD (1965)
 DM0424
 DM0424                         *CURRENT SURVEY CONTROL
 DM0424  ___________________________________________________________________
 DM0424* NAD 83(1986)-  33 09 43.     (N)    095 04 51.     (W)     SCALED    
 DM0424* NAVD 88     -       129.214  (meters)     423.93   (feet)  ADJUSTED  
 DM0424  ___________________________________________________________________
 DM0424  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0424  DYNAMIC HT  -         129.072 (meters)     423.46  (feet)  COMP
 DM0424  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 DM0424
 DM0424  VERT ORDER  -  SECOND    CLASS 0
 DM0424
 DM0424.The horizontal coordinates were scaled from a topographic map and have
 DM0424.an estimated accuracy of +/- 6 seconds.
 DM0424
 DM0424.The orthometric height was determined by differential leveling
 DM0424.and adjusted by the National Geodetic Survey in June 1991..
 DM0424
 DM0424.The geoid height was determined by GEOID03.
 DM0424
 DM0424.The dynamic height is computed by dividing the NAVD 88
 DM0424.geopotential number by the normal gravity value computed on the
 DM0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0424.degrees latitude (g = 980.6199 gals.).
 DM0424
 DM0424.The modeled gravity was interpolated from observed gravity values.
 DM0424
 DM0424;                    North         East    Units  Estimated Accuracy
 DM0424;SPC TXNC     - 2,171,000.      918,850.      MT  (+/- 180 meters Scaled)
 DM0424
 DM0424                          SUPERSEDED SURVEY CONTROL
 DM0424
 DM0424  NGVD 29 (??/??/92)  129.223  (m)          423.96   (f) ADJ UNCH    2 0
 DM0424
 DM0424.Superseded values are not recommended for survey control.
 DM0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0424.See file dsdata.txt to determine how the superseded data were derived.
 DM0424
 DM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS059711(NAD 83)
 DM0424_MARKER: R = RIVET
 DM0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0424_SP_SET: ABUTMENT
 DM0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0424
 DM0424  HISTORY     - Date     Condition        Report By
 DM0424  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0424  HISTORY     - 1934     GOOD             NGS
 DM0424
 DM0424                          STATION DESCRIPTION
 DM0424
 DM0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0424'1.8 MI E FROM WINFIELD.
 DM0424'ABOUT 1.8 MILES EAST ALONG THE ST LOUIS SOUTHWESTERN RAILWAY OF TEXAS
 DM0424'FROM THE STATION AT WINFIELD, TITUS COUNTY, AT MILEPOST 486/27 1/2, AT
 DM0424'A BRIDGE, AND IN THE TOP OF THE EAST CONCRETE ABUTMENT.  A STANDARD
 DM0424'MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0606 ***********************************************************************
 CS0606  DESIGNATION -  RV 160
 CS0606  PID         -  CS0606
 CS0606  STATE/COUNTY-  TX/HENDERSON
 CS0606  USGS QUAD   -  MALAKOFF (1981)
 CS0606
 CS0606                         *CURRENT SURVEY CONTROL
 CS0606  ___________________________________________________________________
 CS0606* NAD 83(1986)-  32 09 17.     (N)    096 03 42.     (W)     SCALED    
 CS0606* NAVD 88     -        91.23   (+/-2cm)     299.3    (feet)  VERTCON   
 CS0606  ___________________________________________________________________
 CS0606  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0606
 CS0606  VERT ORDER  -  ? (See Below)
 CS0606
 CS0606.The horizontal coordinates were scaled from a topographic map and have
 CS0606.an estimated accuracy of +/- 6 seconds.
 CS0606
 CS0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0606.The vertical order pertains to the NGVD 29 superseded value.
 CS0606
 CS0606.The geoid height was determined by GEOID03.
 CS0606
 CS0606;                    North         East    Units  Estimated Accuracy
 CS0606;SPC TXNC     - 2,056,790.      830,000.      MT  (+/- 180 meters Scaled)
 CS0606
 CS0606                          SUPERSEDED SURVEY CONTROL
 CS0606
 CS0606  NGVD 29 (??/??/92)   91.236  (m)          299.33   (f) ADJ UNCH    ?  
 CS0606
 CS0606.Superseded values are not recommended for survey control.
 CS0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0606.See file dsdata.txt to determine how the superseded data were derived.
 CS0606
 CS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA771613(NAD 83)
 CS0606_MARKER: R = RIVET
 CS0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0606_SP_SET: CULVERT
 CS0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0606
 CS0606  HISTORY     - Date     Condition        Report By
 CS0606  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0606  HISTORY     - 1933     GOOD             NGS
 CS0606  HISTORY     - 1934     GOOD             NGS
 CS0606
 CS0606                          STATION DESCRIPTION
 CS0606
 CS0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0606'2.3 MI E FROM TRINIDAD.
 CS0606'2.3 MILES EAST OF, ALONG ST.L. - S.W. RY. MILEPOST 596 PLUS 12 POLE
 CS0606'INTERVALS.  RIVET CEMENTED IN TOP OF SOUTH HEADWALL OF CONCRETE BOX
 CS0606'RAILROAD CULVERT.
 CS0606
 CS0606                          STATION RECOVERY (1934)
 CS0606
 CS0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0607 ***********************************************************************
 CS0607  DESIGNATION -  RV 161
 CS0607  PID         -  CS0607
 CS0607  STATE/COUNTY-  TX/HENDERSON
 CS0607  USGS QUAD   -  MALAKOFF (1981)
 CS0607
 CS0607                         *CURRENT SURVEY CONTROL
 CS0607  ___________________________________________________________________
 CS0607* NAD 83(1986)-  32 09 04.     (N)    096 04 40.     (W)     SCALED    
 CS0607* NAVD 88     -        83.964  (meters)     275.47   (feet)  ADJUSTED  
 CS0607  ___________________________________________________________________
 CS0607  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0607  DYNAMIC HT  -          83.867 (meters)     275.15  (feet)  COMP
 CS0607  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 CS0607
 CS0607  VERT ORDER  -  SECOND    CLASS 0
 CS0607
 CS0607.The horizontal coordinates were scaled from a topographic map and have
 CS0607.an estimated accuracy of +/- 6 seconds.
 CS0607
 CS0607.The orthometric height was determined by differential leveling
 CS0607.and adjusted by the National Geodetic Survey in June 1991..
 CS0607
 CS0607.The geoid height was determined by GEOID03.
 CS0607
 CS0607.The dynamic height is computed by dividing the NAVD 88
 CS0607.geopotential number by the normal gravity value computed on the
 CS0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0607.degrees latitude (g = 980.6199 gals.).
 CS0607
 CS0607.The modeled gravity was interpolated from observed gravity values.
 CS0607
 CS0607;                    North         East    Units  Estimated Accuracy
 CS0607;SPC TXNC     - 2,056,360.      828,490.      MT  (+/- 180 meters Scaled)
 CS0607
 CS0607                          SUPERSEDED SURVEY CONTROL
 CS0607
 CS0607  NGVD 29 (??/??/92)   83.971  (m)          275.49   (f) ADJ UNCH    2 0
 CS0607
 CS0607.Superseded values are not recommended for survey control.
 CS0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0607.See file dsdata.txt to determine how the superseded data were derived.
 CS0607
 CS0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA756609(NAD 83)
 CS0607_MARKER: R = RIVET
 CS0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0607_SP_SET: CULVERT
 CS0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0607
 CS0607  HISTORY     - Date     Condition        Report By
 CS0607  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0607  HISTORY     - 1933     GOOD             NGS
 CS0607  HISTORY     - 1961     GOOD             NGS
 CS0607
 CS0607                          STATION DESCRIPTION
 CS0607
 CS0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0607'0.9 MI E FROM TRINIDAD.
 CS0607'0.9 MILES EAST OF, ALONG ST.L. - S. W. RY. MILEPOST 597 PLUS 25 POLE
 CS0607'INTERVALS.  RIVET CEMENTED IN TOP OF NORTH HEADWALL OF CONCRETE BOX
 CS0607'RAILROAD CULVERT.
 CS0607
 CS0607                          STATION RECOVERY (1961)
 CS0607
 CS0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CS0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0610 ***********************************************************************
 CS0610  DESIGNATION -  RV 162
 CS0610  PID         -  CS0610
 CS0610  STATE/COUNTY-  TX/HENDERSON
 CS0610  USGS QUAD   -  MALAKOFF (1981)
 CS0610
 CS0610                         *CURRENT SURVEY CONTROL
 CS0610  ___________________________________________________________________
 CS0610* NAD 83(1986)-  32 08 33.     (N)    096 06 08.     (W)     SCALED    
 CS0610* NAVD 88     -        88.483  (meters)     290.30   (feet)  ADJUSTED  
 CS0610  ___________________________________________________________________
 CS0610  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0610  DYNAMIC HT  -          88.380 (meters)     289.96  (feet)  COMP
 CS0610  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 CS0610
 CS0610  VERT ORDER  -  SECOND    CLASS 0
 CS0610
 CS0610.The horizontal coordinates were scaled from a topographic map and have
 CS0610.an estimated accuracy of +/- 6 seconds.
 CS0610
 CS0610.The orthometric height was determined by differential leveling
 CS0610.and adjusted by the National Geodetic Survey in June 1991..
 CS0610
 CS0610.The geoid height was determined by GEOID03.
 CS0610
 CS0610.The dynamic height is computed by dividing the NAVD 88
 CS0610.geopotential number by the normal gravity value computed on the
 CS0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0610.degrees latitude (g = 980.6199 gals.).
 CS0610
 CS0610.The modeled gravity was interpolated from observed gravity values.
 CS0610
 CS0610;                    North         East    Units  Estimated Accuracy
 CS0610;SPC TXNC     - 2,055,350.      826,200.      MT  (+/- 180 meters Scaled)
 CS0610
 CS0610                          SUPERSEDED SURVEY CONTROL
 CS0610
 CS0610  NGVD 29 (??/??/92)   88.481  (m)          290.29   (f) ADJ UNCH    2 0
 CS0610
 CS0610.Superseded values are not recommended for survey control.
 CS0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0610.See file dsdata.txt to determine how the superseded data were derived.
 CS0610
 CS0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA733599(NAD 83)
 CS0610_MARKER: R = RIVET
 CS0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0610_SP_SET: PIER
 CS0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0610
 CS0610  HISTORY     - Date     Condition        Report By
 CS0610  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0610  HISTORY     - 1947     GOOD             NGS
 CS0610
 CS0610                          STATION DESCRIPTION
 CS0610
 CS0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0610'0.8 MI W FROM TRINIDAD.
 CS0610'0.8 MILE WEST ALONG THE TRACK FROM THE ST. LOUIS SOUTHWESTERN RAILWAY
 CS0610'STATION AT TRINIDAD, AT THE EAST END OF STEEL BRIDGE NO. 586 OVER THE
 CS0610'TRINITY RIVER, 4.8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 5.7
 CS0610'FEET BELOW THE BASE OF THE RAILS, A MONEL-METAL RIVET SET 4.0 FEET
 CS0610'NORTH OF THE SOUTH END OF AND 0.6 FOOT WEST OF THE EAST EDGE OF THE
 CS0610'EAST CONCRETE PIER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0615 ***********************************************************************
 CS0615  DESIGNATION -  RV 164
 CS0615  PID         -  CS0615
 CS0615  STATE/COUNTY-  TX/NAVARRO
 CS0615  USGS QUAD   -  KERENS (1981)
 CS0615
 CS0615                         *CURRENT SURVEY CONTROL
 CS0615  ___________________________________________________________________
 CS0615* NAD 83(1986)-  32 08 32.     (N)    096 09 24.     (W)     SCALED    
 CS0615* NAVD 88     -       112.043  (meters)     367.59   (feet)  ADJUSTED  
 CS0615  ___________________________________________________________________
 CS0615  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0615  DYNAMIC HT  -         111.914 (meters)     367.17  (feet)  COMP
 CS0615  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 CS0615
 CS0615  VERT ORDER  -  SECOND    CLASS 0
 CS0615
 CS0615.The horizontal coordinates were scaled from a topographic map and have
 CS0615.an estimated accuracy of +/- 6 seconds.
 CS0615
 CS0615.The orthometric height was determined by differential leveling
 CS0615.and adjusted by the National Geodetic Survey in June 1991..
 CS0615
 CS0615.The geoid height was determined by GEOID03.
 CS0615
 CS0615.The dynamic height is computed by dividing the NAVD 88
 CS0615.geopotential number by the normal gravity value computed on the
 CS0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0615.degrees latitude (g = 980.6199 gals.).
 CS0615
 CS0615.The modeled gravity was interpolated from observed gravity values.
 CS0615
 CS0615;                    North         East    Units  Estimated Accuracy
 CS0615;SPC TXNC     - 2,055,200.      821,070.      MT  (+/- 180 meters Scaled)
 CS0615
 CS0615                          SUPERSEDED SURVEY CONTROL
 CS0615
 CS0615  NGVD 29 (??/??/92)  112.048  (m)          367.61   (f) ADJ UNCH    2 0
 CS0615
 CS0615.Superseded values are not recommended for survey control.
 CS0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0615.See file dsdata.txt to determine how the superseded data were derived.
 CS0615
 CS0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA682597(NAD 83)
 CS0615_MARKER: R = RIVET
 CS0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0615_SP_SET: CULVERT
 CS0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0615
 CS0615  HISTORY     - Date     Condition        Report By
 CS0615  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0615  HISTORY     - 1933     GOOD             NGS
 CS0615  HISTORY     - 1934     GOOD             NGS
 CS0615
 CS0615                          STATION DESCRIPTION
 CS0615
 CS0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0615'4.0 MI W FROM TRINIDAD.
 CS0615'4.0 MILES WEST OF, ALONG ST.L. - S.W.RY. MILEPOST 602 PLUS 22 POLE
 CS0615'INTERVALS, 1.2 MILES EAST OF HALSEY SIDING.  RIVET CEMENTED IN TOP OF
 CS0615'NORTH HEADWALL OF CONCRETE BOX RAILROAD CULVERT.
 CS0615
 CS0615                          STATION RECOVERY (1934)
 CS0615
 CS0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0618 ***********************************************************************
 CS0618  DESIGNATION -  RV 166
 CS0618  PID         -  CS0618
 CS0618  STATE/COUNTY-  TX/NAVARRO
 CS0618  USGS QUAD   -  KERENS (1981)
 CS0618
 CS0618                         *CURRENT SURVEY CONTROL
 CS0618  ___________________________________________________________________
 CS0618* NAD 83(1986)-  32 08 15.     (N)    096 11 22.     (W)     SCALED    
 CS0618* NAVD 88     -       104.984  (meters)     344.44   (feet)  ADJUSTED  
 CS0618  ___________________________________________________________________
 CS0618  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0618  DYNAMIC HT  -         104.863 (meters)     344.04  (feet)  COMP
 CS0618  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 CS0618
 CS0618  VERT ORDER  -  SECOND    CLASS 0
 CS0618
 CS0618.The horizontal coordinates were scaled from a topographic map and have
 CS0618.an estimated accuracy of +/- 6 seconds.
 CS0618
 CS0618.The orthometric height was determined by differential leveling
 CS0618.and adjusted by the National Geodetic Survey in June 1991..
 CS0618
 CS0618.The geoid height was determined by GEOID03.
 CS0618
 CS0618.The dynamic height is computed by dividing the NAVD 88
 CS0618.geopotential number by the normal gravity value computed on the
 CS0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0618.degrees latitude (g = 980.6199 gals.).
 CS0618
 CS0618.The modeled gravity was interpolated from observed gravity values.
 CS0618
 CS0618;                    North         East    Units  Estimated Accuracy
 CS0618;SPC TXNC     - 2,054,610.      817,990.      MT  (+/- 180 meters Scaled)
 CS0618
 CS0618                          SUPERSEDED SURVEY CONTROL
 CS0618
 CS0618  NGVD 29 (??/??/92)  104.986  (m)          344.44   (f) ADJ UNCH    2 0
 CS0618
 CS0618.Superseded values are not recommended for survey control.
 CS0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0618.See file dsdata.txt to determine how the superseded data were derived.
 CS0618
 CS0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA651591(NAD 83)
 CS0618_MARKER: R = RIVET
 CS0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0618_SP_SET: CULVERT
 CS0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0618
 CS0618  HISTORY     - Date     Condition        Report By
 CS0618  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0618  HISTORY     - 1933     GOOD             NGS
 CS0618  HISTORY     - 1934     GOOD             NGS
 CS0618
 CS0618                          STATION DESCRIPTION
 CS0618
 CS0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0618'2.4 MI E FROM KERENS.
 CS0618'2.4 MILES EAST OF, ALONG ST.L. - S.W. RY. MILEPOST 604 PLUS 25 POLE
 CS0618'INTERVALS, 0.9 MILE WEST OF HALSEY SIDING.  RIVET CEMENTED IN TOP OF
 CS0618'NORTH HEADWALL OF CONCRETE BOX RAILROAD CULVERT.
 CS0618
 CS0618                          STATION RECOVERY (1934)
 CS0618
 CS0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0624 ***********************************************************************
 CS0624  DESIGNATION -  RV 167
 CS0624  PID         -  CS0624
 CS0624  STATE/COUNTY-  TX/NAVARRO
 CS0624  USGS QUAD   -  KERENS (1981)
 CS0624
 CS0624                         *CURRENT SURVEY CONTROL
 CS0624  ___________________________________________________________________
 CS0624* NAD 83(1986)-  32 07 55.     (N)    096 13 41.     (W)     SCALED    
 CS0624* NAVD 88     -       111.409  (meters)     365.51   (feet)  ADJUSTED  
 CS0624  ___________________________________________________________________
 CS0624  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0624  DYNAMIC HT  -         111.280 (meters)     365.09  (feet)  COMP
 CS0624  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 CS0624
 CS0624  VERT ORDER  -  SECOND    CLASS 0
 CS0624
 CS0624.The horizontal coordinates were scaled from a topographic map and have
 CS0624.an estimated accuracy of +/- 6 seconds.
 CS0624
 CS0624.The orthometric height was determined by differential leveling
 CS0624.and adjusted by the National Geodetic Survey in June 1991..
 CS0624
 CS0624.The geoid height was determined by GEOID03.
 CS0624
 CS0624.The dynamic height is computed by dividing the NAVD 88
 CS0624.geopotential number by the normal gravity value computed on the
 CS0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0624.degrees latitude (g = 980.6199 gals.).
 CS0624
 CS0624.The modeled gravity was interpolated from observed gravity values.
 CS0624
 CS0624;                    North         East    Units  Estimated Accuracy
 CS0624;SPC TXNC     - 2,053,910.      814,360.      MT  (+/- 180 meters Scaled)
 CS0624
 CS0624                          SUPERSEDED SURVEY CONTROL
 CS0624
 CS0624  NGVD 29 (??/??/92)  111.415  (m)          365.53   (f) ADJ UNCH    2 0
 CS0624
 CS0624.Superseded values are not recommended for survey control.
 CS0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0624.See file dsdata.txt to determine how the superseded data were derived.
 CS0624
 CS0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA614584(NAD 83)
 CS0624_MARKER: R = RIVET
 CS0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0624_SP_SET: CURB
 CS0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0624
 CS0624  HISTORY     - Date     Condition        Report By
 CS0624  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0624  HISTORY     - 1947     GOOD             NGS
 CS0624
 CS0624                          STATION DESCRIPTION
 CS0624
 CS0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0624'IN KERENS.
 CS0624'BENCH MARK IS 52.6 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CS0624'ST. LOUIS SOUTHWESTERN RAILWAY STATION AT KERENS, 24.9 FEET SOUTH OF
 CS0624'THE SOUTH RAIL OF THE MAIN TRACK, 10.6 FEET SOUTH OF THE SOUTH RAIL OF
 CS0624'A SIDE TRACK, THE HEAD OF A MONEL-METAL RIVET SET IN THE TOP OF THE
 CS0624'CURB ALONG THE WEST SIDE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0626 ***********************************************************************
 CS0626  DESIGNATION -  RV 168
 CS0626  PID         -  CS0626
 CS0626  STATE/COUNTY-  TX/NAVARRO
 CS0626  USGS QUAD   -  BAZETTE (1976)
 CS0626
 CS0626                         *CURRENT SURVEY CONTROL
 CS0626  ___________________________________________________________________
 CS0626* NAD 83(1986)-  32 07 39.     (N)    096 15 29.     (W)     SCALED    
 CS0626* NAVD 88     -       105.783  (meters)     347.06   (feet)  ADJUSTED  
 CS0626  ___________________________________________________________________
 CS0626  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0626  DYNAMIC HT  -         105.660 (meters)     346.65  (feet)  COMP
 CS0626  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 CS0626
 CS0626  VERT ORDER  -  SECOND    CLASS 0
 CS0626
 CS0626.The horizontal coordinates were scaled from a topographic map and have
 CS0626.an estimated accuracy of +/- 6 seconds.
 CS0626
 CS0626.The orthometric height was determined by differential leveling
 CS0626.and adjusted by the National Geodetic Survey in June 1991..
 CS0626
 CS0626.The geoid height was determined by GEOID03.
 CS0626
 CS0626.The dynamic height is computed by dividing the NAVD 88
 CS0626.geopotential number by the normal gravity value computed on the
 CS0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0626.degrees latitude (g = 980.6199 gals.).
 CS0626
 CS0626.The modeled gravity was interpolated from observed gravity values.
 CS0626
 CS0626;                    North         East    Units  Estimated Accuracy
 CS0626;SPC TXNC     - 2,053,360.      811,540.      MT  (+/- 180 meters Scaled)
 CS0626
 CS0626                          SUPERSEDED SURVEY CONTROL
 CS0626
 CS0626  NGVD 29 (??/??/92)  105.790  (m)          347.08   (f) ADJ UNCH    2 0
 CS0626
 CS0626.Superseded values are not recommended for survey control.
 CS0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0626.See file dsdata.txt to determine how the superseded data were derived.
 CS0626
 CS0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA586578(NAD 83)
 CS0626_MARKER: R = RIVET
 CS0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0626_SP_SET: CULVERT
 CS0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0626
 CS0626  HISTORY     - Date     Condition        Report By
 CS0626  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0626  HISTORY     - 1933     GOOD             NGS
 CS0626  HISTORY     - 1934     GOOD             NGS
 CS0626
 CS0626                          STATION DESCRIPTION
 CS0626
 CS0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0626'1.8 MI W FROM KERENS.
 CS0626'1.8 MILES WEST OF, ALONG ST.L. - S.W.RY. MILEPOST 608 PLUS 29 POLE
 CS0626'INTERVALS.  RIVET CEMENTED IN TOP OF SOUTH HEADWALL OF CONCRETE BOX
 CS0626'RAILROAD CULVERT.
 CS0626
 CS0626                          STATION RECOVERY (1934)
 CS0626
 CS0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0627 ***********************************************************************
 CS0627  DESIGNATION -  RV 169
 CS0627  PID         -  CS0627
 CS0627  STATE/COUNTY-  TX/NAVARRO
 CS0627  USGS QUAD   -  POWELL (1959)
 CS0627
 CS0627                         *CURRENT SURVEY CONTROL
 CS0627  ___________________________________________________________________
 CS0627* NAD 83(1986)-  32 07 28.     (N)    096 16 49.     (W)     SCALED    
 CS0627* NAVD 88     -       107.105  (meters)     351.39   (feet)  ADJUSTED  
 CS0627  ___________________________________________________________________
 CS0627  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0627  DYNAMIC HT  -         106.980 (meters)     350.98  (feet)  COMP
 CS0627  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 CS0627
 CS0627  VERT ORDER  -  SECOND    CLASS 0
 CS0627
 CS0627.The horizontal coordinates were scaled from a topographic map and have
 CS0627.an estimated accuracy of +/- 6 seconds.
 CS0627
 CS0627.The orthometric height was determined by differential leveling
 CS0627.and adjusted by the National Geodetic Survey in June 1991..
 CS0627
 CS0627.The geoid height was determined by GEOID03.
 CS0627
 CS0627.The dynamic height is computed by dividing the NAVD 88
 CS0627.geopotential number by the normal gravity value computed on the
 CS0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0627.degrees latitude (g = 980.6199 gals.).
 CS0627
 CS0627.The modeled gravity was interpolated from observed gravity values.
 CS0627
 CS0627;                    North         East    Units  Estimated Accuracy
 CS0627;SPC TXNC     - 2,052,980.      809,450.      MT  (+/- 180 meters Scaled)
 CS0627
 CS0627                          SUPERSEDED SURVEY CONTROL
 CS0627
 CS0627  NGVD 29 (??/??/92)  107.109  (m)          351.41   (f) ADJ UNCH    2 0
 CS0627
 CS0627.Superseded values are not recommended for survey control.
 CS0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0627.See file dsdata.txt to determine how the superseded data were derived.
 CS0627
 CS0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA565574(NAD 83)
 CS0627_MARKER: R = RIVET
 CS0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0627_SP_SET: BRIDGE
 CS0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0627
 CS0627  HISTORY     - Date     Condition        Report By
 CS0627  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0627  HISTORY     - 1933     GOOD             NGS
 CS0627  HISTORY     - 1934     GOOD             NGS
 CS0627  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0627
 CS0627                          STATION DESCRIPTION
 CS0627
 CS0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0627'3.1 MI W FROM KERENS.
 CS0627'3.1 MILES WEST OF, ALONG ST.L. - S.W. RY. MILEPOST 610 PLUS 10 POLE
 CS0627'INTERVALS, 125 FT. NORTH OF RAILROAD CENTER LINE.  RIVET CEMENTED ON
 CS0627'TOP OF SOUTHEAST CONCRETE WING WALL OF HIGHWAY BRIDGE.
 CS0627
 CS0627                          STATION RECOVERY (1934)
 CS0627
 CS0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0627'RECOVERED IN GOOD CONDITION.
 CS0627
 CS0627                          STATION RECOVERY (2002)
 CS0627
 CS0627'RECOVERY NOTE BY US POWER SQUADRON 2002
 CS0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0025 ***********************************************************************
 CU0025  DESIGNATION -  RV 17
 CU0025  PID         -  CU0025
 CU0025  STATE/COUNTY-  TX/FISHER
 CU0025  USGS QUAD   -  LONGWORTH (1969)
 CU0025
 CU0025                         *CURRENT SURVEY CONTROL
 CU0025  ___________________________________________________________________
 CU0025* NAD 83(1986)-  32 40 29.     (N)    100 18 45.     (W)     SCALED    
 CU0025* NAVD 88     -       582.903  (meters)    1912.41   (feet)  ADJUSTED  
 CU0025  ___________________________________________________________________
 CU0025  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CU0025  DYNAMIC HT  -         582.133 (meters)    1909.88  (feet)  COMP
 CU0025  MODELED GRAV-     979,300.6   (mgal)                       NAVD 88
 CU0025
 CU0025  VERT ORDER  -  FIRST     CLASS II
 CU0025
 CU0025.The horizontal coordinates were scaled from a topographic map and have
 CU0025.an estimated accuracy of +/- 6 seconds.
 CU0025
 CU0025.The orthometric height was determined by differential leveling
 CU0025.and adjusted by the National Geodetic Survey in June 1991..
 CU0025
 CU0025.The geoid height was determined by GEOID03.
 CU0025
 CU0025.The dynamic height is computed by dividing the NAVD 88
 CU0025.geopotential number by the normal gravity value computed on the
 CU0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0025.degrees latitude (g = 980.6199 gals.).
 CU0025
 CU0025.The modeled gravity was interpolated from observed gravity values.
 CU0025
 CU0025;                    North         East    Units  Estimated Accuracy
 CU0025;SPC TXNC     - 2,113,250.      430,020.      MT  (+/- 180 meters Scaled)
 CU0025
 CU0025                          SUPERSEDED SURVEY CONTROL
 CU0025
 CU0025  NGVD 29 (??/??/92)  582.685  (m)         1911.69   (f) ADJ UNCH    1 2
 CU0025
 CU0025.Superseded values are not recommended for survey control.
 CU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0025.See file dsdata.txt to determine how the superseded data were derived.
 CU0025
 CU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB769159(NAD 83)
 CU0025_MARKER: R = RIVET
 CU0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0025+STABILITY: SURFACE MOTION
 CU0025
 CU0025  HISTORY     - Date     Condition        Report By
 CU0025  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0025  HISTORY     - 1961     GOOD             NGS
 CU0025
 CU0025                          STATION DESCRIPTION
 CU0025
 CU0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0025'2.65 MI NE FROM LONGWORTH.
 CU0025'ABOUT 2.65 MILES NORTHEAST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0025'LONGWORTH, 0.15 MILE SOUTHWEST OF A RAILROAD TRESTLE ALONG THE
 CU0025'PANHANDLE AND SANTA FE RAILWAY, ABOUT 200 FEET NORTHWEST OF AND ACROSS
 CU0025'THE TRACK FROM THE FARM ROAD, 29 1/2 FEET NORTHWEST OF MILEPOST 624,
 CU0025'38 FEET NORTHWEST OF THE NORTHWEST RAIL, 11 FEET SOUTHEAST OF A FENCE,
 CU0025'4 1/2 FEET EAST OF TELEPHONE POLE NUMBER 8 M, A METAL RIVET SET IN THE
 CU0025'TOP OF A CONCRETE POST PROJECTING 5 INCHES, AND ABOUT 1 FOOT BELOW THE
 CU0025'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0405 ***********************************************************************
 CR0405  DESIGNATION -  RV 17
 CR0405  PID         -  CR0405
 CR0405  STATE/COUNTY-  TX/SMITH
 CR0405  USGS QUAD   -  BULLARD (1973)
 CR0405
 CR0405                         *CURRENT SURVEY CONTROL
 CR0405  ___________________________________________________________________
 CR0405* NAD 83(1986)-  32 14 39.     (N)    095 20 53.     (W)     SCALED    
 CR0405* NAVD 88     -       148.316  (meters)     486.60   (feet)  ADJUSTED  
 CR0405  ___________________________________________________________________
 CR0405  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR0405  DYNAMIC HT  -         148.141 (meters)     486.03  (feet)  COMP
 CR0405  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 CR0405
 CR0405  VERT ORDER  -  FIRST     CLASS II
 CR0405
 CR0405.The horizontal coordinates were scaled from a topographic map and have
 CR0405.an estimated accuracy of +/- 6 seconds.
 CR0405
 CR0405.The orthometric height was determined by differential leveling
 CR0405.and adjusted by the National Geodetic Survey in June 1991..
 CR0405
 CR0405.The geoid height was determined by GEOID03.
 CR0405
 CR0405.The dynamic height is computed by dividing the NAVD 88
 CR0405.geopotential number by the normal gravity value computed on the
 CR0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0405.degrees latitude (g = 980.6199 gals.).
 CR0405
 CR0405.The modeled gravity was interpolated from observed gravity values.
 CR0405
 CR0405;                    North         East    Units  Estimated Accuracy
 CR0405;SPC TXNC     - 2,068,500.      896,990.      MT  (+/- 180 meters Scaled)
 CR0405
 CR0405                          SUPERSEDED SURVEY CONTROL
 CR0405
 CR0405  NGVD 29 (??/??/92)  148.338  (m)          486.67   (f) ADJ UNCH    1 2
 CR0405
 CR0405.Superseded values are not recommended for survey control.
 CR0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0405.See file dsdata.txt to determine how the superseded data were derived.
 CR0405
 CR0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR787699(NAD 83)
 CR0405_MARKER: R = RIVET
 CR0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0405_SP_SET: CULVERT
 CR0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0405
 CR0405  HISTORY     - Date     Condition        Report By
 CR0405  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0405  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0405  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0405
 CR0405                          STATION DESCRIPTION
 CR0405
 CR0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0405'7.8 MI N FROM BULLARD.
 CR0405'7.8 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM BULLARD,
 CR0405'SMITH COUNTY, AT POLE 555-20, ABOUT 1000 FEET EAST OF THE TRACK, AT A
 CR0405'CONCRETE-BOX CULVERT UNDER THE STATE HIGHWAY 37, AND IN THE TOP OF THE
 CR0405'NORTHWEST CORNER OF THE WEST CONCRETE COPING.  A STANDARD MONEL-METAL
 CR0405'RIVET.
 CR0405
 CR0405                          STATION RECOVERY (1996)
 CR0405
 CR0405'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0628 ***********************************************************************
 CS0628  DESIGNATION -  RV 170
 CS0628  PID         -  CS0628
 CS0628  STATE/COUNTY-  TX/NAVARRO
 CS0628  USGS QUAD   -  POWELL (1959)
 CS0628
 CS0628                         *CURRENT SURVEY CONTROL
 CS0628  ___________________________________________________________________
 CS0628* NAD 83(1986)-  32 07 22.     (N)    096 17 20.     (W)     SCALED    
 CS0628* NAVD 88     -       110.884  (meters)     363.79   (feet)  ADJUSTED  
 CS0628  ___________________________________________________________________
 CS0628  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0628  DYNAMIC HT  -         110.755 (meters)     363.37  (feet)  COMP
 CS0628  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 CS0628
 CS0628  VERT ORDER  -  SECOND    CLASS 0
 CS0628
 CS0628.The horizontal coordinates were scaled from a topographic map and have
 CS0628.an estimated accuracy of +/- 6 seconds.
 CS0628
 CS0628.The orthometric height was determined by differential leveling
 CS0628.and adjusted by the National Geodetic Survey in June 1991..
 CS0628
 CS0628.The geoid height was determined by GEOID03.
 CS0628
 CS0628.The dynamic height is computed by dividing the NAVD 88
 CS0628.geopotential number by the normal gravity value computed on the
 CS0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0628.degrees latitude (g = 980.6199 gals.).
 CS0628
 CS0628.The modeled gravity was interpolated from observed gravity values.
 CS0628
 CS0628;                    North         East    Units  Estimated Accuracy
 CS0628;SPC TXNC     - 2,052,780.      808,640.      MT  (+/- 180 meters Scaled)
 CS0628
 CS0628                          SUPERSEDED SURVEY CONTROL
 CS0628
 CS0628  NGVD 29 (??/??/92)  110.888  (m)          363.81   (f) ADJ UNCH    2 0
 CS0628
 CS0628.Superseded values are not recommended for survey control.
 CS0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0628.See file dsdata.txt to determine how the superseded data were derived.
 CS0628
 CS0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA557572(NAD 83)
 CS0628_MARKER: R = RIVET
 CS0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0628_SP_SET: CULVERT
 CS0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0628
 CS0628  HISTORY     - Date     Condition        Report By
 CS0628  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0628  HISTORY     - 1933     GOOD             NGS
 CS0628  HISTORY     - 1934     GOOD             NGS
 CS0628
 CS0628                          STATION DESCRIPTION
 CS0628
 CS0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0628'2.1 MI E FROM POWELL.
 CS0628'2.1 MILES EAST OF, ALONG ST.L. - S.W. RY. MILEPOST 610 PLUS 26 POLE
 CS0628'INTERVALS.  RIVET CEMENTED IN TOP OF SOUTH HEADWALL OF CONCRETE BOX
 CS0628'RAILROAD CULVERT.
 CS0628
 CS0628                          STATION RECOVERY (1934)
 CS0628
 CS0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0630 ***********************************************************************
 CS0630  DESIGNATION -  RV 171
 CS0630  PID         -  CS0630
 CS0630  STATE/COUNTY-  TX/NAVARRO
 CS0630  USGS QUAD   -  POWELL (1959)
 CS0630
 CS0630                         *CURRENT SURVEY CONTROL
 CS0630  ___________________________________________________________________
 CS0630* NAD 83(1986)-  32 07 15.     (N)    096 18 18.     (W)     SCALED    
 CS0630* NAVD 88     -       113.226  (meters)     371.48   (feet)  ADJUSTED  
 CS0630  ___________________________________________________________________
 CS0630  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0630  DYNAMIC HT  -         113.094 (meters)     371.04  (feet)  COMP
 CS0630  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 CS0630
 CS0630  VERT ORDER  -  SECOND    CLASS 0
 CS0630
 CS0630.The horizontal coordinates were scaled from a topographic map and have
 CS0630.an estimated accuracy of +/- 6 seconds.
 CS0630
 CS0630.The orthometric height was determined by differential leveling
 CS0630.and adjusted by the National Geodetic Survey in June 1991..
 CS0630
 CS0630.The geoid height was determined by GEOID03.
 CS0630
 CS0630.The dynamic height is computed by dividing the NAVD 88
 CS0630.geopotential number by the normal gravity value computed on the
 CS0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0630.degrees latitude (g = 980.6199 gals.).
 CS0630
 CS0630.The modeled gravity was interpolated from observed gravity values.
 CS0630
 CS0630;                    North         East    Units  Estimated Accuracy
 CS0630;SPC TXNC     - 2,052,530.      807,130.      MT  (+/- 180 meters Scaled)
 CS0630
 CS0630                          SUPERSEDED SURVEY CONTROL
 CS0630
 CS0630  NGVD 29 (??/??/92)  113.228  (m)          371.48   (f) ADJ UNCH    2 0
 CS0630
 CS0630.Superseded values are not recommended for survey control.
 CS0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0630.See file dsdata.txt to determine how the superseded data were derived.
 CS0630
 CS0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA542570(NAD 83)
 CS0630_MARKER: R = RIVET
 CS0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0630_SP_SET: CULVERT
 CS0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0630
 CS0630  HISTORY     - Date     Condition        Report By
 CS0630  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0630  HISTORY     - 1933     GOOD             NGS
 CS0630  HISTORY     - 1958     POOR             USGS
 CS0630
 CS0630                          STATION DESCRIPTION
 CS0630
 CS0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0630'1.2 MI E FROM POWELL.
 CS0630'1.2 MILES EAST OF, ALONG ST.L. - S.W.RY. MILEPOST 611 PLUS 25 POLE
 CS0630'INTERVALS, 55 FT. NORTH OF RAILROAD CENTER LINE.  RIVET CEMENTED IN
 CS0630'TOP OF SOUTH HEADWALL OF CONCRETE BOX HIGHWAY CULVERT.
 CS0630
 CS0630                          STATION RECOVERY (1958)
 CS0630
 CS0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS0630'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0631 ***********************************************************************
 CS0631  DESIGNATION -  RV 172
 CS0631  PID         -  CS0631
 CS0631  STATE/COUNTY-  TX/NAVARRO
 CS0631  USGS QUAD   -  POWELL (1959)
 CS0631
 CS0631                         *CURRENT SURVEY CONTROL
 CS0631  ___________________________________________________________________
 CS0631* NAD 83(1986)-  32 07 04.     (N)    096 19 33.     (W)     SCALED    
 CS0631* NAVD 88     -       114.785  (meters)     376.59   (feet)  ADJUSTED  
 CS0631  ___________________________________________________________________
 CS0631  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0631  DYNAMIC HT  -         114.652 (meters)     376.15  (feet)  COMP
 CS0631  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 CS0631
 CS0631  VERT ORDER  -  SECOND    CLASS 0
 CS0631
 CS0631.The horizontal coordinates were scaled from a topographic map and have
 CS0631.an estimated accuracy of +/- 6 seconds.
 CS0631
 CS0631.The orthometric height was determined by differential leveling
 CS0631.and adjusted by the National Geodetic Survey in June 1991..
 CS0631
 CS0631.The geoid height was determined by GEOID03.
 CS0631
 CS0631.The dynamic height is computed by dividing the NAVD 88
 CS0631.geopotential number by the normal gravity value computed on the
 CS0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0631.degrees latitude (g = 980.6199 gals.).
 CS0631
 CS0631.The modeled gravity was interpolated from observed gravity values.
 CS0631
 CS0631;                    North         East    Units  Estimated Accuracy
 CS0631;SPC TXNC     - 2,052,150.      805,170.      MT  (+/- 180 meters Scaled)
 CS0631
 CS0631                          SUPERSEDED SURVEY CONTROL
 CS0631
 CS0631  NGVD 29 (??/??/92)  114.785  (m)          376.59   (f) ADJ UNCH    2 0
 CS0631
 CS0631.Superseded values are not recommended for survey control.
 CS0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0631.See file dsdata.txt to determine how the superseded data were derived.
 CS0631
 CS0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA523566(NAD 83)
 CS0631_MARKER: R = RIVET
 CS0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0631_SP_SET: CULVERT
 CS0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0631
 CS0631  HISTORY     - Date     Condition        Report By
 CS0631  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0631  HISTORY     - 1946     GOOD             NGS
 CS0631  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0631
 CS0631                          STATION DESCRIPTION
 CS0631
 CS0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0631'IN POWELL.
 CS0631'AT POWELL, 0.2 MILE EAST ALONG STATE HIGHWAY NO. 31 FROM THE HIGH
 CS0631'SCHOOL, 0.1 MILE EAST OF THE RAILROAD STATION, AT RAILROAD MILE POST
 CS0631'NO. 613/0, 79.0 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 18.0
 CS0631'FEET SOUTH OF THE CENTER OF THE HIGHWAY, A MONEL-METAL RIVET SET 0.8
 CS0631'FOOT WEST OF THE EAST END OF THE SOUTH HEAD-WALL OF A 4X12 FOOT
 CS0631'CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
 CS0631
 CS0631                          STATION RECOVERY (2002)
 CS0631
 CS0631'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 CS0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0633 ***********************************************************************
 CS0633  DESIGNATION -  RV 173
 CS0633  PID         -  CS0633
 CS0633  STATE/COUNTY-  TX/NAVARRO
 CS0633  USGS QUAD   -  POWELL (1959)
 CS0633
 CS0633                         *CURRENT SURVEY CONTROL
 CS0633  ___________________________________________________________________
 CS0633* NAD 83(1986)-  32 06 55.     (N)    096 20 16.     (W)     SCALED    
 CS0633* NAVD 88     -       115.116  (meters)     377.68   (feet)  ADJUSTED  
 CS0633  ___________________________________________________________________
 CS0633  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0633  DYNAMIC HT  -         114.982 (meters)     377.24  (feet)  COMP
 CS0633  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 CS0633
 CS0633  VERT ORDER  -  SECOND    CLASS 0
 CS0633
 CS0633.The horizontal coordinates were scaled from a topographic map and have
 CS0633.an estimated accuracy of +/- 6 seconds.
 CS0633
 CS0633.The orthometric height was determined by differential leveling
 CS0633.and adjusted by the National Geodetic Survey in June 1991..
 CS0633
 CS0633.The geoid height was determined by GEOID03.
 CS0633
 CS0633.The dynamic height is computed by dividing the NAVD 88
 CS0633.geopotential number by the normal gravity value computed on the
 CS0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0633.degrees latitude (g = 980.6199 gals.).
 CS0633
 CS0633.The modeled gravity was interpolated from observed gravity values.
 CS0633
 CS0633;                    North         East    Units  Estimated Accuracy
 CS0633;SPC TXNC     - 2,051,850.      804,050.      MT  (+/- 180 meters Scaled)
 CS0633
 CS0633                          SUPERSEDED SURVEY CONTROL
 CS0633
 CS0633  NGVD 29 (??/??/92)  115.116  (m)          377.68   (f) ADJ UNCH    2 0
 CS0633
 CS0633.Superseded values are not recommended for survey control.
 CS0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0633.See file dsdata.txt to determine how the superseded data were derived.
 CS0633
 CS0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA511563(NAD 83)
 CS0633_MARKER: R = RIVET
 CS0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0633_SP_SET: FOUNDATION
 CS0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0633
 CS0633  HISTORY     - Date     Condition        Report By
 CS0633  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0633  HISTORY     - 1933     GOOD             NGS
 CS0633  HISTORY     - 1942     GOOD             NGS
 CS0633
 CS0633                          STATION DESCRIPTION
 CS0633
 CS0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0633'0.7 MI W FROM POWELL.
 CS0633'0.7 MILES WEST OF, ALONG ST.L. - S.W. RY. MILEPOST 613 PLUS 22 POLE
 CS0633'INTERVALS, 14 FT. SOUTH OF RAILROAD CENTER LINE.  RIVET CEMENTED IN
 CS0633'TOP OF SOUTHEAST CORNER OF CONCRETE FOUNDATION OF OIL CRANE.
 CS0633
 CS0633                          STATION RECOVERY (1942)
 CS0633
 CS0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0635 ***********************************************************************
 CS0635  DESIGNATION -  RV 174
 CS0635  PID         -  CS0635
 CS0635  STATE/COUNTY-  TX/NAVARRO
 CS0635  USGS QUAD   -  CORSICANA (1978)
 CS0635
 CS0635                         *CURRENT SURVEY CONTROL
 CS0635  ___________________________________________________________________
 CS0635* NAD 83(1986)-  32 05 56.     (N)    096 24 19.     (W)     SCALED    
 CS0635* NAVD 88     -       112.19   (+/-2cm)     368.1    (feet)  VERTCON   
 CS0635  ___________________________________________________________________
 CS0635  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0635
 CS0635  VERT ORDER  -  ? (See Below)
 CS0635
 CS0635.The horizontal coordinates were scaled from a topographic map and have
 CS0635.an estimated accuracy of +/- 6 seconds.
 CS0635
 CS0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0635.The vertical order pertains to the NGVD 29 superseded value.
 CS0635
 CS0635.The geoid height was determined by GEOID03.
 CS0635
 CS0635;                    North         East    Units  Estimated Accuracy
 CS0635;SPC TXNC     - 2,049,900.      797,710.      MT  (+/- 180 meters Scaled)
 CS0635
 CS0635                          SUPERSEDED SURVEY CONTROL
 CS0635
 CS0635  NGVD 29 (??/??/92)  112.189  (m)          368.07   (f) ADJ UNCH    ?  
 CS0635
 CS0635.Superseded values are not recommended for survey control.
 CS0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0635.See file dsdata.txt to determine how the superseded data were derived.
 CS0635
 CS0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA448543(NAD 83)
 CS0635_MARKER: R = RIVET
 CS0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0635_SP_SET: CULVERT
 CS0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0635
 CS0635  HISTORY     - Date     Condition        Report By
 CS0635  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0635  HISTORY     - 1933     GOOD             NGS
 CS0635  HISTORY     - 1934     GOOD             NGS
 CS0635
 CS0635                          STATION DESCRIPTION
 CS0635
 CS0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0635'4.0 MI W FROM POWELL.
 CS0635'4.0 MILES WEST OF, ALONG ST.L. - S.W. RY. MILEPOST 616 PLUS 29 POLE
 CS0635'INTERVALS, NEAR EAST END OF STRIBLING SIDING.  RIVET CEMENTED IN TOP
 CS0635'OF SOUTH HEADWALL OF CONCRETE BOX RAILROAD CULVERT.
 CS0635
 CS0635                          STATION RECOVERY (1934)
 CS0635
 CS0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0638 ***********************************************************************
 CS0638  DESIGNATION -  RV 175
 CS0638  PID         -  CS0638
 CS0638  STATE/COUNTY-  TX/NAVARRO
 CS0638  USGS QUAD   -  CORSICANA (1978)
 CS0638
 CS0638                         *CURRENT SURVEY CONTROL
 CS0638  ___________________________________________________________________
 CS0638* NAD 83(1986)-  32 05 42.     (N)    096 25 56.     (W)     SCALED    
 CS0638* NAVD 88     -       112.67   (+/-2cm)     369.7    (feet)  VERTCON   
 CS0638  ___________________________________________________________________
 CS0638  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0638
 CS0638  VERT ORDER  -  ? (See Below)
 CS0638
 CS0638.The horizontal coordinates were scaled from a topographic map and have
 CS0638.an estimated accuracy of +/- 6 seconds.
 CS0638
 CS0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0638.The vertical order pertains to the NGVD 29 superseded value.
 CS0638
 CS0638.The geoid height was determined by GEOID03.
 CS0638
 CS0638;                    North         East    Units  Estimated Accuracy
 CS0638;SPC TXNC     - 2,049,420.      795,180.      MT  (+/- 180 meters Scaled)
 CS0638
 CS0638                          SUPERSEDED SURVEY CONTROL
 CS0638
 CS0638  NGVD 29 (??/??/92)  112.669  (m)          369.65   (f) ADJ UNCH    ?  
 CS0638
 CS0638.Superseded values are not recommended for survey control.
 CS0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0638.See file dsdata.txt to determine how the superseded data were derived.
 CS0638
 CS0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA423538(NAD 83)
 CS0638_MARKER: R = RIVET
 CS0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0638_SP_SET: BRIDGE
 CS0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0638
 CS0638  HISTORY     - Date     Condition        Report By
 CS0638  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0638  HISTORY     - 1933     GOOD             NGS
 CS0638  HISTORY     - 1934     GOOD             NGS
 CS0638
 CS0638                          STATION DESCRIPTION
 CS0638
 CS0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0638'1.8 MI E FROM CORSICANA.
 CS0638'1.8 MILES EAST OF, ALONG ST.L. - S.W.RY. MILEPOST 619 PLUS 16 POLE
 CS0638'INTERVALS, OPPOSITE RAILROAD BRIDGE NO. 626, 60 FT. NORTH OF RAILROAD
 CS0638'CENTER LINE.  RIVET CEMENTED IN TOP OF SOUTHWEST WING WALL OF PUBLIC
 CS0638'ROAD BRIDGE.
 CS0638
 CS0638                          STATION RECOVERY (1934)
 CS0638
 CS0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0639 ***********************************************************************
 CS0639  DESIGNATION -  RV 176
 CS0639  PID         -  CS0639
 CS0639  STATE/COUNTY-  TX/NAVARRO
 CS0639  USGS QUAD   -  CORSICANA (1978)
 CS0639
 CS0639                         *CURRENT SURVEY CONTROL
 CS0639  ___________________________________________________________________
 CS0639* NAD 83(1986)-  32 05 44.     (N)    096 26 51.     (W)     SCALED    
 CS0639* NAVD 88     -       123.42   (+/-2cm)     404.9    (feet)  VERTCON   
 CS0639  ___________________________________________________________________
 CS0639  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0639
 CS0639  VERT ORDER  -  ? (See Below)
 CS0639
 CS0639.The horizontal coordinates were scaled from a topographic map and have
 CS0639.an estimated accuracy of +/- 6 seconds.
 CS0639
 CS0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0639.The vertical order pertains to the NGVD 29 superseded value.
 CS0639
 CS0639.The geoid height was determined by GEOID03.
 CS0639
 CS0639;                    North         East    Units  Estimated Accuracy
 CS0639;SPC TXNC     - 2,049,450.      793,740.      MT  (+/- 180 meters Scaled)
 CS0639
 CS0639                          SUPERSEDED SURVEY CONTROL
 CS0639
 CS0639  NGVD 29 (??/??/92)  123.420  (m)          404.92   (f) ADJ UNCH    ?  
 CS0639
 CS0639.Superseded values are not recommended for survey control.
 CS0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0639.See file dsdata.txt to determine how the superseded data were derived.
 CS0639
 CS0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA408538(NAD 83)
 CS0639_MARKER: R = RIVET
 CS0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0639_SP_SET: FOUNDATION
 CS0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0639
 CS0639  HISTORY     - Date     Condition        Report By
 CS0639  HISTORY     - UNK      MONUMENTED       SLSWRR
 CS0639  HISTORY     - 1933     GOOD             NGS
 CS0639  HISTORY     - 1934     GOOD             NGS
 CS0639  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0639
 CS0639                          STATION DESCRIPTION
 CS0639
 CS0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0639'0.9 MI E FROM CORSICANA.
 CS0639'0.9 MILES EAST OF, ALONG ST.L. - S.W.RY. MILEPOST 620 PLUS 11 POLE
 CS0639'INTERVALS, 125 FT. NORTH OF RAILROAD CENTER LINE.  RIVET CEMENTED ON
 CS0639'TOP OF ABANDONED CONCRETE FOUNDATION BLOCK.
 CS0639
 CS0639                          STATION RECOVERY (1934)
 CS0639
 CS0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0639'RECOVERED IN GOOD CONDITION.
 CS0639
 CS0639                          STATION RECOVERY (2002)
 CS0639
 CS0639'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0267 ***********************************************************************
 DM0267  DESIGNATION -  RV 177
 DM0267  PID         -  DM0267
 DM0267  STATE/COUNTY-  TX/TITUS
 DM0267  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0267
 DM0267                         *CURRENT SURVEY CONTROL
 DM0267  ___________________________________________________________________
 DM0267* NAD 83(1986)-  33 09 12.     (N)    094 58 07.     (W)     SCALED    
 DM0267* NAVD 88     -       118.419  (meters)     388.51   (feet)  ADJUSTED  
 DM0267  ___________________________________________________________________
 DM0267  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM0267  DYNAMIC HT  -         118.290 (meters)     388.09  (feet)  COMP
 DM0267  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 DM0267
 DM0267  VERT ORDER  -  SECOND    CLASS 0
 DM0267
 DM0267.The horizontal coordinates were scaled from a topographic map and have
 DM0267.an estimated accuracy of +/- 6 seconds.
 DM0267
 DM0267.The orthometric height was determined by differential leveling
 DM0267.and adjusted by the National Geodetic Survey in June 1991..
 DM0267
 DM0267.The geoid height was determined by GEOID03.
 DM0267
 DM0267.The dynamic height is computed by dividing the NAVD 88
 DM0267.geopotential number by the normal gravity value computed on the
 DM0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0267.degrees latitude (g = 980.6199 gals.).
 DM0267
 DM0267.The modeled gravity was interpolated from observed gravity values.
 DM0267
 DM0267;                    North         East    Units  Estimated Accuracy
 DM0267;SPC TXNC     - 2,170,390.      929,340.      MT  (+/- 180 meters Scaled)
 DM0267
 DM0267                          SUPERSEDED SURVEY CONTROL
 DM0267
 DM0267  NGVD 29 (??/??/92)  118.429  (m)          388.55   (f) ADJ UNCH    2 0
 DM0267
 DM0267.Superseded values are not recommended for survey control.
 DM0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0267.See file dsdata.txt to determine how the superseded data were derived.
 DM0267
 DM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS164700(NAD 83)
 DM0267_MARKER: R = RIVET
 DM0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0267_SP_SET: BRIDGE
 DM0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0267
 DM0267  HISTORY     - Date     Condition        Report By
 DM0267  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0267  HISTORY     - 1933     GOOD             NGS
 DM0267  HISTORY     - 1935     GOOD             NGS
 DM0267
 DM0267                          STATION DESCRIPTION
 DM0267
 DM0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0267'0.5 MI S FROM MT PLEASANT.
 DM0267'0.5 MILES SOUTH OF, ALONG ST.L. - S.W. RY.  MILEPOST 480, NORTH END OF
 DM0267'RAILROAD BRIDGE NO. A, 6 FT. EAST OF FT. WORTH MAIN LINE CENTER LINE.
 DM0267'RIVET CEMENTED IN TOP OF CONCRETE PARAPET WALL.
 DM0267
 DM0267                          STATION RECOVERY (1935)
 DM0267
 DM0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0268 ***********************************************************************
 DM0268  DESIGNATION -  RV 178
 DM0268  PID         -  DM0268
 DM0268  STATE/COUNTY-  TX/TITUS
 DM0268  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0268
 DM0268                         *CURRENT SURVEY CONTROL
 DM0268  ___________________________________________________________________
 DM0268* NAD 83(1986)-  33 08 52.     (N)    094 58 25.     (W)     SCALED    
 DM0268* NAVD 88     -       121.04   (+/-2cm)     397.1    (feet)  VERTCON   
 DM0268  ___________________________________________________________________
 DM0268  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM0268
 DM0268  VERT ORDER  -  ? (See Below)
 DM0268
 DM0268.The horizontal coordinates were scaled from a topographic map and have
 DM0268.an estimated accuracy of +/- 6 seconds.
 DM0268
 DM0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0268.The vertical order pertains to the NGVD 29 superseded value.
 DM0268
 DM0268.The geoid height was determined by GEOID03.
 DM0268
 DM0268;                    North         East    Units  Estimated Accuracy
 DM0268;SPC TXNC     - 2,169,760.      928,900.      MT  (+/- 180 meters Scaled)
 DM0268
 DM0268                          SUPERSEDED SURVEY CONTROL
 DM0268
 DM0268  NGVD 29 (??/??/92)  121.049  (m)          397.14   (f) ADJ UNCH    ?  
 DM0268
 DM0268.Superseded values are not recommended for survey control.
 DM0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0268.See file dsdata.txt to determine how the superseded data were derived.
 DM0268
 DM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS159694(NAD 83)
 DM0268_MARKER: R = RIVET
 DM0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0268_SP_SET: CULVERT
 DM0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0268
 DM0268  HISTORY     - Date     Condition        Report By
 DM0268  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0268  HISTORY     - 1933     GOOD             NGS
 DM0268  HISTORY     - 1935     GOOD             NGS
 DM0268
 DM0268                          STATION DESCRIPTION
 DM0268
 DM0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0268'1.0 MI S FROM MT PLEASANT.
 DM0268'1.0 MILE SOUTH OF, ALONG ST.L. - S.W. RY.  MILEPOST 480 PLUS 17 1/2
 DM0268'POLE INTERVALS.  RIVET CEMENTED IN TOP OF WEST HEADWALL OF CONCRETE
 DM0268'BOX RAILROAD CULVERT.
 DM0268
 DM0268                          STATION RECOVERY (1935)
 DM0268
 DM0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0350 ***********************************************************************
 CT0350  DESIGNATION -  RV 178.53
 CT0350  PID         -  CT0350
 CT0350  STATE/COUNTY-  TX/SHACKELFORD
 CT0350  USGS QUAD   -  MORAN (1965)
 CT0350
 CT0350                         *CURRENT SURVEY CONTROL
 CT0350  ___________________________________________________________________
 CT0350* NAD 83(1986)-  32 36 53.     (N)    099 12 58.     (W)     SCALED    
 CT0350* NAVD 88     -       406.852  (meters)    1334.81   (feet)  ADJUSTED  
 CT0350  ___________________________________________________________________
 CT0350  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CT0350  DYNAMIC HT  -         406.335 (meters)    1333.12  (feet)  COMP
 CT0350  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 CT0350
 CT0350  VERT ORDER  -  SECOND    CLASS 0
 CT0350
 CT0350.The horizontal coordinates were scaled from a topographic map and have
 CT0350.an estimated accuracy of +/- 6 seconds.
 CT0350
 CT0350.The orthometric height was determined by differential leveling
 CT0350.and adjusted by the National Geodetic Survey in June 1991..
 CT0350
 CT0350.The geoid height was determined by GEOID03.
 CT0350
 CT0350.The dynamic height is computed by dividing the NAVD 88
 CT0350.geopotential number by the normal gravity value computed on the
 CT0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0350.degrees latitude (g = 980.6199 gals.).
 CT0350
 CT0350.The modeled gravity was interpolated from observed gravity values.
 CT0350
 CT0350;                    North         East    Units  Estimated Accuracy
 CT0350;SPC TXNC     - 2,105,360.      532,800.      MT  (+/- 180 meters Scaled)
 CT0350
 CT0350                          SUPERSEDED SURVEY CONTROL
 CT0350
 CT0350  NGVD 29 (??/??/92)  406.725  (m)         1334.40   (f) ADJ UNCH    2 0
 CT0350
 CT0350.Superseded values are not recommended for survey control.
 CT0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0350.See file dsdata.txt to determine how the superseded data were derived.
 CT0350
 CT0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB797085(NAD 83)
 CT0350_MARKER: R = RIVET
 CT0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0350_SP_SET: CULVERT
 CT0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0350
 CT0350  HISTORY     - Date     Condition        Report By
 CT0350  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0350  HISTORY     - 1957     GOOD             NGS
 CT0350
 CT0350                          STATION DESCRIPTION
 CT0350
 CT0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0350'1.1 MI NW FROM SEDWICK.
 CT0350'1.1 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0350'FROM SEDWICK, SHACKELFORD COUNTY, 0.4 MILE SOUTH OF MILEPOST 179, AT A
 CT0350'RAILROAD CULVERT WEST OF A HIGHWAY CULVERT, IN THE TOP OF THE SOUTH
 CT0350'END OF THE WEST HEADWALL, 11 FEET WEST OF THE WEST RAIL, AND ABOUT 2
 CT0350'FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0271 ***********************************************************************
 DM0271  DESIGNATION -  RV 179
 DM0271  PID         -  DM0271
 DM0271  STATE/COUNTY-  TX/TITUS
 DM0271  USGS QUAD   -  HARVARD (1963)
 DM0271
 DM0271                         *CURRENT SURVEY CONTROL
 DM0271  ___________________________________________________________________
 DM0271* NAD 83(1986)-  33 07 04.     (N)    094 58 17.     (W)     SCALED    
 DM0271* NAVD 88     -       120.572  (meters)     395.58   (feet)  ADJUSTED  
 DM0271  ___________________________________________________________________
 DM0271  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0271  DYNAMIC HT  -         120.439 (meters)     395.14  (feet)  COMP
 DM0271  MODELED GRAV-     979,537.4   (mgal)                       NAVD 88
 DM0271
 DM0271  VERT ORDER  -  SECOND    CLASS 0
 DM0271
 DM0271.The horizontal coordinates were scaled from a topographic map and have
 DM0271.an estimated accuracy of +/- 6 seconds.
 DM0271
 DM0271.The orthometric height was determined by differential leveling
 DM0271.and adjusted by the National Geodetic Survey in June 1991..
 DM0271
 DM0271.The geoid height was determined by GEOID03.
 DM0271
 DM0271.The dynamic height is computed by dividing the NAVD 88
 DM0271.geopotential number by the normal gravity value computed on the
 DM0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0271.degrees latitude (g = 980.6199 gals.).
 DM0271
 DM0271.The modeled gravity was interpolated from observed gravity values.
 DM0271
 DM0271;                    North         East    Units  Estimated Accuracy
 DM0271;SPC TXNC     - 2,166,440.      929,220.      MT  (+/- 180 meters Scaled)
 DM0271
 DM0271                          SUPERSEDED SURVEY CONTROL
 DM0271
 DM0271  NGVD 29 (??/??/92)  120.582  (m)          395.61   (f) ADJ UNCH    2 0
 DM0271
 DM0271.Superseded values are not recommended for survey control.
 DM0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0271.See file dsdata.txt to determine how the superseded data were derived.
 DM0271
 DM0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS160660(NAD 83)
 DM0271_MARKER: R = RIVET
 DM0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0271_SP_SET: CULVERT
 DM0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0271
 DM0271  HISTORY     - Date     Condition        Report By
 DM0271  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0271  HISTORY     - 1933     GOOD             NGS
 DM0271  HISTORY     - 1935     GOOD             NGS
 DM0271
 DM0271                          STATION DESCRIPTION
 DM0271
 DM0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0271'3.1 MI S FROM MT PLEASANT.
 DM0271'3.1 MILES SOUTH OF, ALONG ST.L. - S.W. RY.  MILEPOST 482 PLUS 19 POLE
 DM0271'INTERVALS, 75 FT. EAST OF RAILROAD CENTER LINE.  RIVET CEMENTED ON TOP
 DM0271'OF WEST HEADWALL OF CONCRETE BOX HIGHWAY CULVERT.
 DM0271
 DM0271                          STATION RECOVERY (1935)
 DM0271
 DM0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0027 ***********************************************************************
 CU0027  DESIGNATION -  RV 18
 CU0027  PID         -  CU0027
 CU0027  STATE/COUNTY-  TX/FISHER
 CU0027  USGS QUAD   -  LONGWORTH (1969)
 CU0027
 CU0027                         *CURRENT SURVEY CONTROL
 CU0027  ___________________________________________________________________
 CU0027* NAD 83(1986)-  32 41 01.     (N)    100 17 58.     (W)     SCALED    
 CU0027* NAVD 88     -       581.206  (meters)    1906.84   (feet)  ADJUSTED  
 CU0027  ___________________________________________________________________
 CU0027  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CU0027  DYNAMIC HT  -         580.440 (meters)    1904.33  (feet)  COMP
 CU0027  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 CU0027
 CU0027  VERT ORDER  -  FIRST     CLASS II
 CU0027
 CU0027.The horizontal coordinates were scaled from a topographic map and have
 CU0027.an estimated accuracy of +/- 6 seconds.
 CU0027
 CU0027.The orthometric height was determined by differential leveling
 CU0027.and adjusted by the National Geodetic Survey in June 1991..
 CU0027.WARNING-Repeat measurements at this control monument indicate possible
 CU0027.vertical movement.
 CU0027
 CU0027.The geoid height was determined by GEOID03.
 CU0027
 CU0027.The dynamic height is computed by dividing the NAVD 88
 CU0027.geopotential number by the normal gravity value computed on the
 CU0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0027.degrees latitude (g = 980.6199 gals.).
 CU0027
 CU0027.The modeled gravity was interpolated from observed gravity values.
 CU0027
 CU0027;                    North         East    Units  Estimated Accuracy
 CU0027;SPC TXNC     - 2,114,210.      431,270.      MT  (+/- 180 meters Scaled)
 CU0027
 CU0027                          SUPERSEDED SURVEY CONTROL
 CU0027
 CU0027  NGVD 29 (??/??/92)  580.987  (m)         1906.12   (f) ADJ UNCH    1 2
 CU0027
 CU0027.Superseded values are not recommended for survey control.
 CU0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0027.See file dsdata.txt to determine how the superseded data were derived.
 CU0027
 CU0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB781169(NAD 83)
 CU0027_MARKER: R = RIVET
 CU0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0027+STABILITY: SURFACE MOTION
 CU0027
 CU0027  HISTORY     - Date     Condition        Report By
 CU0027  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0027  HISTORY     - 1961     GOOD             NGS
 CU0027
 CU0027                          STATION DESCRIPTION
 CU0027
 CU0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0027'3.65 MI NE FROM LONGWORTH.
 CU0027'ABOUT 3.65 MILES NORTHEAST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0027'LONGWORTH, 117 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD CROSSING
 CU0027'THE PANHANDLE AND SANTA FE RAILWAY, 29 1/2 FEET NORTHWEST OF MILEPOST
 CU0027'623, 37 FEET NORTHWEST OF THE NORTHWEST RAIL, 11 1/2 FEET SOUTHEAST OF
 CU0027'A FENCE, 4 1/2 FEET EAST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 CU0027'TRACK, A METAL RIVET SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CU0027'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0272 ***********************************************************************
 DM0272  DESIGNATION -  RV 180
 DM0272  PID         -  DM0272
 DM0272  STATE/COUNTY-  TX/TITUS
 DM0272  USGS QUAD   -  HARVARD (1963)
 DM0272
 DM0272                         *CURRENT SURVEY CONTROL
 DM0272  ___________________________________________________________________
 DM0272* NAD 83(1986)-  33 06 13.     (N)    094 58 13.     (W)     SCALED    
 DM0272* NAVD 88     -       110.981  (meters)     364.11   (feet)  ADJUSTED  
 DM0272  ___________________________________________________________________
 DM0272  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0272  DYNAMIC HT  -         110.859 (meters)     363.71  (feet)  COMP
 DM0272  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 DM0272
 DM0272  VERT ORDER  -  SECOND    CLASS 0
 DM0272
 DM0272.The horizontal coordinates were scaled from a topographic map and have
 DM0272.an estimated accuracy of +/- 6 seconds.
 DM0272
 DM0272.The orthometric height was determined by differential leveling
 DM0272.and adjusted by the National Geodetic Survey in June 1991..
 DM0272
 DM0272.The geoid height was determined by GEOID03.
 DM0272
 DM0272.The dynamic height is computed by dividing the NAVD 88
 DM0272.geopotential number by the normal gravity value computed on the
 DM0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0272.degrees latitude (g = 980.6199 gals.).
 DM0272
 DM0272.The modeled gravity was interpolated from observed gravity values.
 DM0272
 DM0272;                    North         East    Units  Estimated Accuracy
 DM0272;SPC TXNC     - 2,164,880.      929,370.      MT  (+/- 180 meters Scaled)
 DM0272
 DM0272                          SUPERSEDED SURVEY CONTROL
 DM0272
 DM0272  NGVD 29 (??/??/92)  110.993  (m)          364.15   (f) ADJ UNCH    2 0
 DM0272
 DM0272.Superseded values are not recommended for survey control.
 DM0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0272.See file dsdata.txt to determine how the superseded data were derived.
 DM0272
 DM0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS161645(NAD 83)
 DM0272_MARKER: R = RIVET
 DM0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0272_SP_SET: CULVERT
 DM0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0272
 DM0272  HISTORY     - Date     Condition        Report By
 DM0272  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0272  HISTORY     - 1933     GOOD             NGS
 DM0272  HISTORY     - 1935     GOOD             NGS
 DM0272
 DM0272                          STATION DESCRIPTION
 DM0272
 DM0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0272'4.0 MI S FROM MT PLEASANT.
 DM0272'4.0 MILES SOUTH OF, ALONG ST.L. - S.W. RY.  MILEPOST 483 PLUS 18 POLE
 DM0272'INTERVALS, SOUTH END OF KILFOYLE SIDING.  RIVET CEMENTED IN TOP OF
 DM0272'EAST HEADWALL OF CONCRETE BOX RAILROAD CULVERT.
 DM0272
 DM0272                          STATION RECOVERY (1935)
 DM0272
 DM0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0276 ***********************************************************************
 DM0276  DESIGNATION -  RV 181
 DM0276  PID         -  DM0276
 DM0276  STATE/COUNTY-  TX/CAMP
 DM0276  USGS QUAD   -  HARVARD (1963)
 DM0276
 DM0276                         *CURRENT SURVEY CONTROL
 DM0276  ___________________________________________________________________
 DM0276* NAD 83(1986)-  33 01 24.     (N)    094 58 15.     (W)     SCALED    
 DM0276* NAVD 88     -       115.401  (meters)     378.61   (feet)  ADJUSTED  
 DM0276  ___________________________________________________________________
 DM0276  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0276  DYNAMIC HT  -         115.273 (meters)     378.19  (feet)  COMP
 DM0276  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 DM0276
 DM0276  VERT ORDER  -  SECOND    CLASS 0
 DM0276
 DM0276.The horizontal coordinates were scaled from a topographic map and have
 DM0276.an estimated accuracy of +/- 6 seconds.
 DM0276
 DM0276.The orthometric height was determined by differential leveling
 DM0276.and adjusted by the National Geodetic Survey in June 1991..
 DM0276
 DM0276.The geoid height was determined by GEOID03.
 DM0276
 DM0276.The dynamic height is computed by dividing the NAVD 88
 DM0276.geopotential number by the normal gravity value computed on the
 DM0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0276.degrees latitude (g = 980.6199 gals.).
 DM0276
 DM0276.The modeled gravity was interpolated from observed gravity values.
 DM0276
 DM0276;                    North         East    Units  Estimated Accuracy
 DM0276;SPC TXNC     - 2,155,980.      929,620.      MT  (+/- 180 meters Scaled)
 DM0276
 DM0276                          SUPERSEDED SURVEY CONTROL
 DM0276
 DM0276  NGVD 29 (??/??/92)  115.415  (m)          378.66   (f) ADJ UNCH    2 0
 DM0276
 DM0276.Superseded values are not recommended for survey control.
 DM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0276.See file dsdata.txt to determine how the superseded data were derived.
 DM0276
 DM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS159555(NAD 83)
 DM0276_MARKER: R = RIVET
 DM0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0276_SP_SET: CULVERT
 DM0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0276
 DM0276  HISTORY     - Date     Condition        Report By
 DM0276  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0276  HISTORY     - 1933     GOOD             NGS
 DM0276  HISTORY     - 1935     GOOD             NGS
 DM0276
 DM0276                          STATION DESCRIPTION
 DM0276
 DM0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0276'2.0 MI N FROM PITTSBURG.
 DM0276'2.0 MILES NORTH OF, ALONG ST.L. - S.W. RY.  MILEPOST 489 PLUS 6 POLE
 DM0276'INTERVALS.  RIVET CEMENTED IN TOP OF WEST HEADWALL OF CONCRETE BOX
 DM0276'RAILROAD CULVERT.
 DM0276
 DM0276                          STATION RECOVERY (1935)
 DM0276
 DM0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0278 ***********************************************************************
 DM0278  DESIGNATION -  RV 182
 DM0278  PID         -  DM0278
 DM0278  STATE/COUNTY-  TX/CAMP
 DM0278  USGS QUAD   -  HARVARD (1963)
 DM0278
 DM0278                         *CURRENT SURVEY CONTROL
 DM0278  ___________________________________________________________________
 DM0278* NAD 83(1986)-  33 00 14.     (N)    094 58 04.     (W)     SCALED    
 DM0278* NAVD 88     -       114.850  (meters)     376.80   (feet)  ADJUSTED  
 DM0278  ___________________________________________________________________
 DM0278  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0278  DYNAMIC HT  -         114.723 (meters)     376.39  (feet)  COMP
 DM0278  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 DM0278
 DM0278  VERT ORDER  -  SECOND    CLASS 0
 DM0278
 DM0278.The horizontal coordinates were scaled from a topographic map and have
 DM0278.an estimated accuracy of +/- 6 seconds.
 DM0278
 DM0278.The orthometric height was determined by differential leveling
 DM0278.and adjusted by the National Geodetic Survey in June 1991..
 DM0278
 DM0278.The geoid height was determined by GEOID03.
 DM0278
 DM0278.The dynamic height is computed by dividing the NAVD 88
 DM0278.geopotential number by the normal gravity value computed on the
 DM0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0278.degrees latitude (g = 980.6199 gals.).
 DM0278
 DM0278.The modeled gravity was interpolated from observed gravity values.
 DM0278
 DM0278;                    North         East    Units  Estimated Accuracy
 DM0278;SPC TXNC     - 2,153,830.      929,980.      MT  (+/- 180 meters Scaled)
 DM0278
 DM0278                          SUPERSEDED SURVEY CONTROL
 DM0278
 DM0278  NGVD 29 (??/??/92)  114.866  (m)          376.86   (f) ADJ UNCH    2 0
 DM0278
 DM0278.Superseded values are not recommended for survey control.
 DM0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0278.See file dsdata.txt to determine how the superseded data were derived.
 DM0278
 DM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS161534(NAD 83)
 DM0278_MARKER: R = RIVET
 DM0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0278_SP_SET: CULVERT
 DM0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0278
 DM0278  HISTORY     - Date     Condition        Report By
 DM0278  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0278  HISTORY     - 1933     GOOD             NGS
 DM0278  HISTORY     - 1934     GOOD             NGS
 DM0278
 DM0278                          STATION DESCRIPTION
 DM0278
 DM0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0278'0.6 MI N FROM PITTSBURG.
 DM0278'0.6 MILE NORTH OF, ALONG ST. L. - S.W. RY.  MILEPOST 490 PLUS 18 1/2
 DM0278'POLE INTERVALS.  RIVET CEMENTED IN TOP OF WEST HEADWALL OF CONCRETE
 DM0278'BOX RAILROAD CULVERT.
 DM0278
 DM0278                          STATION RECOVERY (1934)
 DM0278
 DM0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DM0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0288 ***********************************************************************
 DM0288  DESIGNATION -  RV 183
 DM0288  PID         -  DM0288
 DM0288  STATE/COUNTY-  TX/TITUS
 DM0288  USGS QUAD   -  COOKVILLE (1980)
 DM0288
 DM0288                         *CURRENT SURVEY CONTROL
 DM0288  ___________________________________________________________________
 DM0288* NAD 83(1986)-  33 10 46.     (N)    094 51 43.     (W)     SCALED    
 DM0288* NAVD 88     -       137.815  (meters)     452.15   (feet)  ADJUSTED  
 DM0288  ___________________________________________________________________
 DM0288  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0288  DYNAMIC HT  -         137.665 (meters)     451.66  (feet)  COMP
 DM0288  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 DM0288
 DM0288  VERT ORDER  -  SECOND    CLASS 0
 DM0288
 DM0288.The horizontal coordinates were scaled from a topographic map and have
 DM0288.an estimated accuracy of +/- 6 seconds.
 DM0288
 DM0288.The orthometric height was determined by differential leveling
 DM0288.and adjusted by the National Geodetic Survey in June 1991..
 DM0288
 DM0288.The geoid height was determined by GEOID03.
 DM0288
 DM0288.The dynamic height is computed by dividing the NAVD 88
 DM0288.geopotential number by the normal gravity value computed on the
 DM0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0288.degrees latitude (g = 980.6199 gals.).
 DM0288
 DM0288.The modeled gravity was interpolated from observed gravity values.
 DM0288
 DM0288;                    North         East    Units  Estimated Accuracy
 DM0288;SPC TXNC     - 2,173,630.      939,190.      MT  (+/- 180 meters Scaled)
 DM0288
 DM0288                          SUPERSEDED SURVEY CONTROL
 DM0288
 DM0288  NGVD 29 (??/??/92)  137.819  (m)          452.16   (f) ADJ UNCH    2 0
 DM0288
 DM0288.Superseded values are not recommended for survey control.
 DM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0288.See file dsdata.txt to determine how the superseded data were derived.
 DM0288
 DM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS264727(NAD 83)
 DM0288_MARKER: R = RIVET
 DM0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0288_SP_SET: CULVERT
 DM0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0288
 DM0288  HISTORY     - Date     Condition        Report By
 DM0288  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0288  HISTORY     - 1933     GOOD             NGS
 DM0288  HISTORY     - 1935     GOOD             NGS
 DM0288
 DM0288                          STATION DESCRIPTION
 DM0288
 DM0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0288'6.3 MI E FROM MT PLEASANT.
 DM0288'6.3 MILES EAST OF, ALONG ST.L.-S.W. RY.  MILEPOST 472 PLUS 27 1/2 POLE
 DM0288'INTERVALS.  RIVET CEMENTED IN TOP OF NORTH HEADWALL OF CONCRETE BOX
 DM0288'RAILROAD CULVERT.
 DM0288
 DM0288                          STATION RECOVERY (1935)
 DM0288
 DM0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0290 ***********************************************************************
 DM0290  DESIGNATION -  RV 184
 DM0290  PID         -  DM0290
 DM0290  STATE/COUNTY-  TX/TITUS
 DM0290  USGS QUAD   -  COOKVILLE (1980)
 DM0290
 DM0290                         *CURRENT SURVEY CONTROL
 DM0290  ___________________________________________________________________
 DM0290* NAD 83(1986)-  33 11 02.     (N)    094 51 11.     (W)     SCALED    
 DM0290* NAVD 88     -       126.72   (+/-2cm)     415.7    (feet)  VERTCON   
 DM0290  ___________________________________________________________________
 DM0290  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0290
 DM0290  VERT ORDER  -  ? (See Below)
 DM0290
 DM0290.The horizontal coordinates were scaled from a topographic map and have
 DM0290.an estimated accuracy of +/- 6 seconds.
 DM0290
 DM0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0290.The vertical order pertains to the NGVD 29 superseded value.
 DM0290
 DM0290.The geoid height was determined by GEOID03.
 DM0290
 DM0290;                    North         East    Units  Estimated Accuracy
 DM0290;SPC TXNC     - 2,174,150.      940,000.      MT  (+/- 180 meters Scaled)
 DM0290
 DM0290                          SUPERSEDED SURVEY CONTROL
 DM0290
 DM0290  NGVD 29 (??/??/92)  126.725  (m)          415.76   (f) ADJ UNCH    ?  
 DM0290
 DM0290.Superseded values are not recommended for survey control.
 DM0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0290.See file dsdata.txt to determine how the superseded data were derived.
 DM0290
 DM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS272732(NAD 83)
 DM0290_MARKER: R = RIVET
 DM0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0290_SP_SET: CULVERT
 DM0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0290
 DM0290  HISTORY     - Date     Condition        Report By
 DM0290  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0290  HISTORY     - 1933     GOOD             NGS
 DM0290  HISTORY     - 1935     GOOD             NGS
 DM0290
 DM0290                          STATION DESCRIPTION
 DM0290
 DM0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0290'6.1 MI W FROM OMAHA.
 DM0290'6.1 MILES WEST OF, ALONG ST. L.-S. W. RY.  AT MILEPOST 472, IN EAST
 DM0290'END OF COOKVILLE.  RIVET CEMENTED IN TOP OF SOUTH HEADWALL OF CONCRETE
 DM0290'BOX RAILROAD CULVERT.
 DM0290
 DM0290                          STATION RECOVERY (1935)
 DM0290
 DM0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0294 ***********************************************************************
 DM0294  DESIGNATION -  RV 185
 DM0294  PID         -  DM0294
 DM0294  STATE/COUNTY-  TX/MORRIS
 DM0294  USGS QUAD   -  COOKVILLE (1980)
 DM0294
 DM0294                         *CURRENT SURVEY CONTROL
 DM0294  ___________________________________________________________________
 DM0294* NAD 83(1986)-  33 11 00.     (N)    094 47 15.     (W)     SCALED    
 DM0294* NAVD 88     -       110.24   (+/-2cm)     361.7    (feet)  VERTCON   
 DM0294  ___________________________________________________________________
 DM0294  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0294
 DM0294  VERT ORDER  -  ? (See Below)
 DM0294
 DM0294.The horizontal coordinates were scaled from a topographic map and have
 DM0294.an estimated accuracy of +/- 6 seconds.
 DM0294
 DM0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0294.The vertical order pertains to the NGVD 29 superseded value.
 DM0294
 DM0294.The geoid height was determined by GEOID03.
 DM0294
 DM0294;                    North         East    Units  Estimated Accuracy
 DM0294;SPC TXNC     - 2,174,300.      946,110.      MT  (+/- 180 meters Scaled)
 DM0294
 DM0294                          SUPERSEDED SURVEY CONTROL
 DM0294
 DM0294  NGVD 29 (??/??/92)  110.242  (m)          361.69   (f) ADJ UNCH    ?  
 DM0294
 DM0294.Superseded values are not recommended for survey control.
 DM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0294.See file dsdata.txt to determine how the superseded data were derived.
 DM0294
 DM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS333730(NAD 83)
 DM0294_MARKER: R = RIVET
 DM0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0294_SP_SET: BRIDGE
 DM0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0294
 DM0294  HISTORY     - Date     Condition        Report By
 DM0294  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0294  HISTORY     - 1933     GOOD             NGS
 DM0294  HISTORY     - 1935     GOOD             NGS
 DM0294
 DM0294                          STATION DESCRIPTION
 DM0294
 DM0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0294'2.7 MI W FROM OMAHA.
 DM0294'2.7 MILES WEST OF, ALONG ST. L.-S. W. RY.  MILEPOST 468 PLUS 18 1/2
 DM0294'POLE INTERVALS, AT EAST END OF RAILROAD BRIDGE NO. 135, EIGHT FEET
 DM0294'SOUTH OF RAILROAD CENTER-LINE.  RIVET CEMENT IN TOP OF CONCRETE
 DM0294'PARAPET WALL.
 DM0294
 DM0294                          STATION RECOVERY (1935)
 DM0294
 DM0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0296 ***********************************************************************
 DM0296  DESIGNATION -  RV 186
 DM0296  PID         -  DM0296
 DM0296  STATE/COUNTY-  TX/MORRIS
 DM0296  USGS QUAD   -  COOKVILLE (1980)
 DM0296
 DM0296                         *CURRENT SURVEY CONTROL
 DM0296  ___________________________________________________________________
 DM0296* NAD 83(1986)-  33 11 08.     (N)    094 46 02.     (W)     SCALED    
 DM0296* NAVD 88     -       112.69   (+/-2cm)     369.7    (feet)  VERTCON   
 DM0296  ___________________________________________________________________
 DM0296  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0296
 DM0296  VERT ORDER  -  ? (See Below)
 DM0296
 DM0296.The horizontal coordinates were scaled from a topographic map and have
 DM0296.an estimated accuracy of +/- 6 seconds.
 DM0296
 DM0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0296.The vertical order pertains to the NGVD 29 superseded value.
 DM0296
 DM0296.The geoid height was determined by GEOID03.
 DM0296
 DM0296;                    North         East    Units  Estimated Accuracy
 DM0296;SPC TXNC     - 2,174,610.      947,990.      MT  (+/- 180 meters Scaled)
 DM0296
 DM0296                          SUPERSEDED SURVEY CONTROL
 DM0296
 DM0296  NGVD 29 (??/??/92)  112.690  (m)          369.72   (f) ADJ UNCH    ?  
 DM0296
 DM0296.Superseded values are not recommended for survey control.
 DM0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0296.See file dsdata.txt to determine how the superseded data were derived.
 DM0296
 DM0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS352732(NAD 83)
 DM0296_MARKER: R = RIVET
 DM0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0296_SP_SET: BRIDGE
 DM0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0296
 DM0296  HISTORY     - Date     Condition        Report By
 DM0296  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0296  HISTORY     - 1933     GOOD             NGS
 DM0296  HISTORY     - 1935     GOOD             NGS
 DM0296
 DM0296                          STATION DESCRIPTION
 DM0296
 DM0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0296'1.4 MI W FROM OMAHA.
 DM0296'1.4 MILES WEST OF, ALONG ST. L. - S. W. RY.  MILEPOST 467 PLUS 10 POLE
 DM0296'INTERVALS, AT EAST END OF RAILROAD BRIDGE NO. 132, EIGHT FT. NORTH OF
 DM0296'RAILROAD CENTER-LINE.  RIVET CEMENTED IN TOP OF CONCRETE PARAPET WALL.
 DM0296
 DM0296                          STATION RECOVERY (1935)
 DM0296
 DM0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0299 ***********************************************************************
 DM0299  DESIGNATION -  RV 187
 DM0299  PID         -  DM0299
 DM0299  STATE/COUNTY-  TX/MORRIS
 DM0299  USGS QUAD   -  NAPLES (1980)
 DM0299
 DM0299                         *CURRENT SURVEY CONTROL
 DM0299  ___________________________________________________________________
 DM0299* NAD 83(1986)-  33 10 46.     (N)    094 43 42.     (W)     SCALED    
 DM0299* NAVD 88     -       111.12   (+/-2cm)     364.6    (feet)  VERTCON   
 DM0299  ___________________________________________________________________
 DM0299  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0299
 DM0299  VERT ORDER  -  ? (See Below)
 DM0299
 DM0299.The horizontal coordinates were scaled from a topographic map and have
 DM0299.an estimated accuracy of +/- 6 seconds.
 DM0299
 DM0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0299.The vertical order pertains to the NGVD 29 superseded value.
 DM0299
 DM0299.The geoid height was determined by GEOID03.
 DM0299
 DM0299;                    North         East    Units  Estimated Accuracy
 DM0299;SPC TXNC     - 2,174,070.      951,640.      MT  (+/- 180 meters Scaled)
 DM0299
 DM0299                          SUPERSEDED SURVEY CONTROL
 DM0299
 DM0299  NGVD 29 (??/??/92)  111.125  (m)          364.58   (f) ADJ UNCH    ?  
 DM0299
 DM0299.Superseded values are not recommended for survey control.
 DM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0299.See file dsdata.txt to determine how the superseded data were derived.
 DM0299
 DM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS388725(NAD 83)
 DM0299_MARKER: R = RIVET
 DM0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0299_SP_SET: BRIDGE
 DM0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0299
 DM0299  HISTORY     - Date     Condition        Report By
 DM0299  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0299  HISTORY     - 1933     GOOD             NGS
 DM0299  HISTORY     - 1935     GOOD             NGS
 DM0299
 DM0299                          STATION DESCRIPTION
 DM0299
 DM0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0299'1.5 MI E FROM OMAHA.
 DM0299'1.5 MILES EAST OF, ALONG ST. L. - S. W. RY.  MILEPOST 464 PLUS 13 POLE
 DM0299'INTERVALS.  AT EAST END OF RAILROAD BRIDGE NO. 126, EIGHT FEET NORTH
 DM0299'OF RAILROAD CENTER-LINE.  RIVET CEMENTED IN TOP OF CONCRETE PARAPET
 DM0299'WALL.
 DM0299
 DM0299                          STATION RECOVERY (1935)
 DM0299
 DM0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0301 ***********************************************************************
 DM0301  DESIGNATION -  RV 188
 DM0301  PID         -  DM0301
 DM0301  STATE/COUNTY-  TX/MORRIS
 DM0301  USGS QUAD   -  NAPLES (1980)
 DM0301
 DM0301                         *CURRENT SURVEY CONTROL
 DM0301  ___________________________________________________________________
 DM0301* NAD 83(1986)-  33 11 06.     (N)    094 42 24.     (W)     SCALED    
 DM0301* NAVD 88     -       114.11   (+/-2cm)     374.4    (feet)  VERTCON   
 DM0301  ___________________________________________________________________
 DM0301  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0301
 DM0301  VERT ORDER  -  ? (See Below)
 DM0301
 DM0301.The horizontal coordinates were scaled from a topographic map and have
 DM0301.an estimated accuracy of +/- 6 seconds.
 DM0301
 DM0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0301.The vertical order pertains to the NGVD 29 superseded value.
 DM0301
 DM0301.The geoid height was determined by GEOID03.
 DM0301
 DM0301;                    North         East    Units  Estimated Accuracy
 DM0301;SPC TXNC     - 2,174,750.      953,640.      MT  (+/- 180 meters Scaled)
 DM0301
 DM0301                          SUPERSEDED SURVEY CONTROL
 DM0301
 DM0301  NGVD 29 (??/??/92)  114.114  (m)          374.39   (f) ADJ UNCH    ?  
 DM0301
 DM0301.Superseded values are not recommended for survey control.
 DM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0301.See file dsdata.txt to determine how the superseded data were derived.
 DM0301
 DM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS408730(NAD 83)
 DM0301_MARKER: R = RIVET
 DM0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0301_SP_SET: BRIDGE
 DM0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0301
 DM0301  HISTORY     - Date     Condition        Report By
 DM0301  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0301  HISTORY     - 1933     GOOD             NGS
 DM0301  HISTORY     - 1935     GOOD             NGS
 DM0301
 DM0301                          STATION DESCRIPTION
 DM0301
 DM0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0301'2.1 MI SW FROM NAPLES.
 DM0301'2.1 MILES SOUTHWEST OF, ALONG ST.L. - S.W. RY.  MILEPOST 463 PLUS 20
 DM0301'POLE INTERVALS, AT EAST END OF RAILROAD TRESTLE NO. 125, 8 FT. NORTH
 DM0301'OF RAILROAD CENTER LINE.  RIVET CEMENTED IN TOP OF CONCRETE PARAPET
 DM0301'WALL.
 DM0301
 DM0301                          STATION RECOVERY (1935)
 DM0301
 DM0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0302 ***********************************************************************
 DM0302  DESIGNATION -  RV 189
 DM0302  PID         -  DM0302
 DM0302  STATE/COUNTY-  TX/MORRIS
 DM0302  USGS QUAD   -  NAPLES (1980)
 DM0302
 DM0302                         *CURRENT SURVEY CONTROL
 DM0302  ___________________________________________________________________
 DM0302* NAD 83(1986)-  33 11 39.     (N)    094 41 20.     (W)     SCALED    
 DM0302* NAVD 88     -       112.930  (meters)     370.50   (feet)  ADJUSTED  
 DM0302  ___________________________________________________________________
 DM0302  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DM0302  DYNAMIC HT  -         112.807 (meters)     370.10  (feet)  COMP
 DM0302  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 DM0302
 DM0302  VERT ORDER  -  SECOND    CLASS 0
 DM0302
 DM0302.The horizontal coordinates were scaled from a topographic map and have
 DM0302.an estimated accuracy of +/- 6 seconds.
 DM0302
 DM0302.The orthometric height was determined by differential leveling
 DM0302.and adjusted by the National Geodetic Survey in June 1991..
 DM0302
 DM0302.The geoid height was determined by GEOID03.
 DM0302
 DM0302.The dynamic height is computed by dividing the NAVD 88
 DM0302.geopotential number by the normal gravity value computed on the
 DM0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0302.degrees latitude (g = 980.6199 gals.).
 DM0302
 DM0302.The modeled gravity was interpolated from observed gravity values.
 DM0302
 DM0302;                    North         East    Units  Estimated Accuracy
 DM0302;SPC TXNC     - 2,175,830.      955,260.      MT  (+/- 180 meters Scaled)
 DM0302
 DM0302                          SUPERSEDED SURVEY CONTROL
 DM0302
 DM0302  NGVD 29 (??/??/92)  112.935  (m)          370.52   (f) ADJ UNCH    2 0
 DM0302
 DM0302.Superseded values are not recommended for survey control.
 DM0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0302.See file dsdata.txt to determine how the superseded data were derived.
 DM0302
 DM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS425740(NAD 83)
 DM0302_MARKER: R = RIVET
 DM0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0302_SP_SET: BRIDGE
 DM0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0302
 DM0302  HISTORY     - Date     Condition        Report By
 DM0302  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0302  HISTORY     - 1933     GOOD             NGS
 DM0302  HISTORY     - 1935     GOOD             NGS
 DM0302
 DM0302                          STATION DESCRIPTION
 DM0302
 DM0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0302'0.9 MI SW FROM NAPLES.
 DM0302'0.9 MILE SOUTHWEST OF, ALONG ST. L.-S.W. RY.  MILEPOST 462 PLUS 12
 DM0302'POLE INTERVALS, AT EAST END OF RAILROAD BRIDGE NO. 123, 8 FT. NORTH OF
 DM0302'RAILROAD CENTER-LINE.  RIVET CEMENTED IN TOP OF CONCRETE PARAPET WALL.
 DM0302
 DM0302                          STATION RECOVERY (1935)
 DM0302
 DM0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0029 ***********************************************************************
 CU0029  DESIGNATION -  RV 19
 CU0029  PID         -  CU0029
 CU0029  STATE/COUNTY-  TX/FISHER
 CU0029  USGS QUAD   -  LONGWORTH (1969)
 CU0029
 CU0029                         *CURRENT SURVEY CONTROL
 CU0029  ___________________________________________________________________
 CU0029* NAD 83(1986)-  32 41 46.     (N)    100 17 27.     (W)     SCALED    
 CU0029* NAVD 88     -       574.574  (meters)    1885.08   (feet)  ADJUSTED  
 CU0029  ___________________________________________________________________
 CU0029  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CU0029  DYNAMIC HT  -         573.817 (meters)    1882.60  (feet)  COMP
 CU0029  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 CU0029
 CU0029  VERT ORDER  -  FIRST     CLASS II
 CU0029
 CU0029.The horizontal coordinates were scaled from a topographic map and have
 CU0029.an estimated accuracy of +/- 6 seconds.
 CU0029
 CU0029.The orthometric height was determined by differential leveling
 CU0029.and adjusted by the National Geodetic Survey in June 1991..
 CU0029
 CU0029.The geoid height was determined by GEOID03.
 CU0029
 CU0029.The dynamic height is computed by dividing the NAVD 88
 CU0029.geopotential number by the normal gravity value computed on the
 CU0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0029.degrees latitude (g = 980.6199 gals.).
 CU0029
 CU0029.The modeled gravity was interpolated from observed gravity values.
 CU0029
 CU0029;                    North         East    Units  Estimated Accuracy
 CU0029;SPC TXNC     - 2,115,590.      432,100.      MT  (+/- 180 meters Scaled)
 CU0029
 CU0029                          SUPERSEDED SURVEY CONTROL
 CU0029
 CU0029  NGVD 29 (??/??/92)  574.359  (m)         1884.38   (f) ADJ UNCH    1 2
 CU0029
 CU0029.Superseded values are not recommended for survey control.
 CU0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0029.See file dsdata.txt to determine how the superseded data were derived.
 CU0029
 CU0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB790183(NAD 83)
 CU0029_MARKER: R = RIVET
 CU0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0029+STABILITY: SURFACE MOTION
 CU0029
 CU0029  HISTORY     - Date     Condition        Report By
 CU0029  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0029  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0029  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0029
 CU0029                          STATION DESCRIPTION
 CU0029
 CU0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0029'3.2 MI SW FROM SYLVESTER.
 CU0029'3.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0029'SYLVESTER, FISHER COUNTY, AND 100 FEET SOUTH OF A POINT 40 FEET WEST
 CU0029'OF MILEPOST 622.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CU0029'CONCRETE POST.
 CU0029
 CU0029                          STATION RECOVERY (1961)
 CU0029
 CU0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0408 ***********************************************************************
 CR0408  DESIGNATION -  RV 19
 CR0408  PID         -  CR0408
 CR0408  STATE/COUNTY-  TX/SMITH
 CR0408  USGS QUAD   -  TYLER SOUTH (1973)
 CR0408
 CR0408                         *CURRENT SURVEY CONTROL
 CR0408  ___________________________________________________________________
 CR0408* NAD 83(1986)-  32 16 05.     (N)    095 20 30.     (W)     SCALED    
 CR0408* NAVD 88     -       156.908  (meters)     514.79   (feet)  ADJUSTED  
 CR0408  ___________________________________________________________________
 CR0408  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR0408  DYNAMIC HT  -         156.723 (meters)     514.18  (feet)  COMP
 CR0408  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 CR0408
 CR0408  VERT ORDER  -  FIRST     CLASS II
 CR0408
 CR0408.The horizontal coordinates were scaled from a topographic map and have
 CR0408.an estimated accuracy of +/- 6 seconds.
 CR0408
 CR0408.The orthometric height was determined by differential leveling
 CR0408.and adjusted by the National Geodetic Survey in June 1991..
 CR0408.WARNING-Repeat measurements at this control monument indicate possible
 CR0408.vertical movement.
 CR0408
 CR0408.The geoid height was determined by GEOID03.
 CR0408
 CR0408.The dynamic height is computed by dividing the NAVD 88
 CR0408.geopotential number by the normal gravity value computed on the
 CR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0408.degrees latitude (g = 980.6199 gals.).
 CR0408
 CR0408.The modeled gravity was interpolated from observed gravity values.
 CR0408
 CR0408;                    North         East    Units  Estimated Accuracy
 CR0408;SPC TXNC     - 2,071,160.      897,510.      MT  (+/- 180 meters Scaled)
 CR0408
 CR0408                          SUPERSEDED SURVEY CONTROL
 CR0408
 CR0408  NGVD 29 (??/??/92)  156.939  (m)          514.89   (f) ADJ UNCH    1 2
 CR0408
 CR0408.Superseded values are not recommended for survey control.
 CR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0408.See file dsdata.txt to determine how the superseded data were derived.
 CR0408
 CR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR794725(NAD 83)
 CR0408_MARKER: R = RIVET
 CR0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0408_SP_SET: CULVERT
 CR0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0408
 CR0408  HISTORY     - Date     Condition        Report By
 CR0408  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0408  HISTORY     - 1959     GOOD             NGS
 CR0408
 CR0408                          STATION DESCRIPTION
 CR0408
 CR0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0408'7.6 MI S FROM TYLER.
 CR0408'ABOUT 1.9 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0408'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, THENCE ABOUT 5.7 MILES
 CR0408'SOUTH ALONG A BRANCH LINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY, ABOUT
 CR0408'0.6 MILE SOUTH OF MILEPOST 553, 300 FEET EAST OF THE EAST RAIL, IN THE
 CR0408'TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A SMALL BOX
 CR0408'CULVERT UNDER FARM ROAD 2493, 19 FEET WEST OF THE CENTER LINE OF THE
 CR0408'FARM ROAD, AND ABOUT 10 INCHES BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0307 ***********************************************************************
 DM0307  DESIGNATION -  RV 190
 DM0307  PID         -  DM0307
 DM0307  STATE/COUNTY-  TX/MORRIS
 DM0307  USGS QUAD   -  NAPLES (1980)
 DM0307
 DM0307                         *CURRENT SURVEY CONTROL
 DM0307  ___________________________________________________________________
 DM0307* NAD 83(1986)-  33 13 07.     (N)    094 39 43.     (W)     SCALED    
 DM0307* NAVD 88     -       102.843  (meters)     337.41   (feet)  ADJUSTED  
 DM0307  ___________________________________________________________________
 DM0307  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM0307  DYNAMIC HT  -         102.731 (meters)     337.04  (feet)  COMP
 DM0307  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 DM0307
 DM0307  VERT ORDER  -  SECOND    CLASS 0
 DM0307
 DM0307.The horizontal coordinates were scaled from a topographic map and have
 DM0307.an estimated accuracy of +/- 6 seconds.
 DM0307
 DM0307.The orthometric height was determined by differential leveling
 DM0307.and adjusted by the National Geodetic Survey in June 1991..
 DM0307
 DM0307.The geoid height was determined by GEOID03.
 DM0307
 DM0307.The dynamic height is computed by dividing the NAVD 88
 DM0307.geopotential number by the normal gravity value computed on the
 DM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0307.degrees latitude (g = 980.6199 gals.).
 DM0307
 DM0307.The modeled gravity was interpolated from observed gravity values.
 DM0307
 DM0307;                    North         East    Units  Estimated Accuracy
 DM0307;SPC TXNC     - 2,178,630.      957,670.      MT  (+/- 180 meters Scaled)
 DM0307
 DM0307                          SUPERSEDED SURVEY CONTROL
 DM0307
 DM0307  NGVD 29 (??/??/92)  102.851  (m)          337.44   (f) ADJ UNCH    2 0
 DM0307
 DM0307.Superseded values are not recommended for survey control.
 DM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0307.See file dsdata.txt to determine how the superseded data were derived.
 DM0307
 DM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS451767(NAD 83)
 DM0307_MARKER: R = RIVET
 DM0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0307_SP_SET: CULVERT
 DM0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0307
 DM0307  HISTORY     - Date     Condition        Report By
 DM0307  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0307  HISTORY     - 1933     GOOD             NGS
 DM0307  HISTORY     - 1935     GOOD             NGS
 DM0307
 DM0307                          STATION DESCRIPTION
 DM0307
 DM0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0307'1.5 MI E FROM NAPLES.
 DM0307'1.5 MILES EAST OF, ALONG ST.L. - S.W. RY.  AT MILEPOST 460.  RIVET
 DM0307'CEMENTED IN TOP OF SOUTH HEADWALL AT CONCRETE BOX RAILROAD CULVERT.
 DM0307
 DM0307                          STATION RECOVERY (1935)
 DM0307
 DM0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0310 ***********************************************************************
 DM0310  DESIGNATION -  RV 191
 DM0310  PID         -  DM0310
 DM0310  STATE/COUNTY-  TX/CASS
 DM0310  USGS QUAD   -  NAPLES (1980)
 DM0310
 DM0310                         *CURRENT SURVEY CONTROL
 DM0310  ___________________________________________________________________
 DM0310* NAD 83(1986)-  33 13 29.     (N)    094 38 41.     (W)     SCALED    
 DM0310* NAVD 88     -        86.939  (meters)     285.23   (feet)  ADJUSTED  
 DM0310  ___________________________________________________________________
 DM0310  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM0310  DYNAMIC HT  -          86.845 (meters)     284.92  (feet)  COMP
 DM0310  MODELED GRAV-     979,550.9   (mgal)                       NAVD 88
 DM0310
 DM0310  VERT ORDER  -  SECOND    CLASS 0
 DM0310
 DM0310.The horizontal coordinates were scaled from a topographic map and have
 DM0310.an estimated accuracy of +/- 6 seconds.
 DM0310
 DM0310.The orthometric height was determined by differential leveling
 DM0310.and adjusted by the National Geodetic Survey in June 1991..
 DM0310
 DM0310.The geoid height was determined by GEOID03.
 DM0310
 DM0310.The dynamic height is computed by dividing the NAVD 88
 DM0310.geopotential number by the normal gravity value computed on the
 DM0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0310.degrees latitude (g = 980.6199 gals.).
 DM0310
 DM0310.The modeled gravity was interpolated from observed gravity values.
 DM0310
 DM0310;                    North         East    Units  Estimated Accuracy
 DM0310;SPC TXNC     - 2,179,370.      959,250.      MT  (+/- 180 meters Scaled)
 DM0310
 DM0310                          SUPERSEDED SURVEY CONTROL
 DM0310
 DM0310  NGVD 29 (??/??/92)   86.949  (m)          285.27   (f) ADJ UNCH    2 0
 DM0310
 DM0310.Superseded values are not recommended for survey control.
 DM0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0310.See file dsdata.txt to determine how the superseded data were derived.
 DM0310
 DM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS467774(NAD 83)
 DM0310_MARKER: R = RIVET
 DM0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0310_SP_SET: CULVERT
 DM0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0310
 DM0310  HISTORY     - Date     Condition        Report By
 DM0310  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0310  HISTORY     - 1933     GOOD             NGS
 DM0310  HISTORY     - 1935     GOOD             NGS
 DM0310
 DM0310                          STATION DESCRIPTION
 DM0310
 DM0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0310'2.6 MI E FROM NAPLES.
 DM0310'2.6 MILES EAST OF, ALONG ST.L.-S.W. RY.  MILEPOST 458 PLUS 32 POLE
 DM0310'INTERVALS.  RIVET CEMENTED IN TOP OF SOUTH HEADWALL OF CONCRETE BOX
 DM0310'RAILROAD CULVERT.
 DM0310
 DM0310                          STATION RECOVERY (1935)
 DM0310
 DM0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0314 ***********************************************************************
 DM0314  DESIGNATION -  RV 192
 DM0314  PID         -  DM0314
 DM0314  STATE/COUNTY-  TX/BOWIE
 DM0314  USGS QUAD   -  BASSETT (1975)
 DM0314
 DM0314                         *CURRENT SURVEY CONTROL
 DM0314  ___________________________________________________________________
 DM0314* NAD 83(1986)-  33 16 19.     (N)    094 36 18.     (W)     SCALED    
 DM0314* NAVD 88     -        78.22   (+/-2cm)     256.6    (feet)  VERTCON   
 DM0314  ___________________________________________________________________
 DM0314  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0314
 DM0314  VERT ORDER  -  ? (See Below)
 DM0314
 DM0314.The horizontal coordinates were scaled from a topographic map and have
 DM0314.an estimated accuracy of +/- 6 seconds.
 DM0314
 DM0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0314.The vertical order pertains to the NGVD 29 superseded value.
 DM0314
 DM0314.The geoid height was determined by GEOID03.
 DM0314
 DM0314;                    North         East    Units  Estimated Accuracy
 DM0314;SPC TXNC     - 2,184,740.      962,750.      MT  (+/- 180 meters Scaled)
 DM0314
 DM0314                          SUPERSEDED SURVEY CONTROL
 DM0314
 DM0314  NGVD 29 (??/??/92)   78.231  (m)          256.66   (f) ADJ UNCH    ?  
 DM0314
 DM0314.Superseded values are not recommended for survey control.
 DM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0314.See file dsdata.txt to determine how the superseded data were derived.
 DM0314
 DM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS505825(NAD 83)
 DM0314_MARKER: R = RIVET
 DM0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0314_SP_SET: CULVERT
 DM0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0314
 DM0314  HISTORY     - Date     Condition        Report By
 DM0314  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0314  HISTORY     - 1933     GOOD             NGS
 DM0314  HISTORY     - 1935     GOOD             NGS
 DM0314
 DM0314                          STATION DESCRIPTION
 DM0314
 DM0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0314'7.2 MI E FROM NAPLES.
 DM0314'7.2 MILES EAST OF, ALONG ST.L. - S.W. RY.  MILEPOST 454 PLUS 9 1/2
 DM0314'POLE INTERVALS.  AT DARDEN SIDING, 65 FT. NORTH OF RAILROAD
 DM0314'CENTER-LINE.  RIVET CEMENTED IN TOP OF SOUTH HEADWALL OF CONCRETE BOX
 DM0314'HIGHWAY CULVERT.
 DM0314
 DM0314                          STATION RECOVERY (1935)
 DM0314
 DM0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0316 ***********************************************************************
 DM0316  DESIGNATION -  RV 193
 DM0316  PID         -  DM0316
 DM0316  STATE/COUNTY-  TX/BOWIE
 DM0316  USGS QUAD   -  BASSETT (1975)
 DM0316
 DM0316                         *CURRENT SURVEY CONTROL
 DM0316  ___________________________________________________________________
 DM0316* NAD 83(1986)-  33 18 20.     (N)    094 34 27.     (W)     SCALED    
 DM0316* NAVD 88     -        84.12   (+/-2cm)     276.0    (feet)  VERTCON   
 DM0316  ___________________________________________________________________
 DM0316  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM0316
 DM0316  VERT ORDER  -  ? (See Below)
 DM0316
 DM0316.The horizontal coordinates were scaled from a topographic map and have
 DM0316.an estimated accuracy of +/- 6 seconds.
 DM0316
 DM0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0316.The vertical order pertains to the NGVD 29 superseded value.
 DM0316
 DM0316.The geoid height was determined by GEOID03.
 DM0316
 DM0316;                    North         East    Units  Estimated Accuracy
 DM0316;SPC TXNC     - 2,188,570.      965,480.      MT  (+/- 180 meters Scaled)
 DM0316
 DM0316                          SUPERSEDED SURVEY CONTROL
 DM0316
 DM0316  NGVD 29 (??/??/92)   84.138  (m)          276.04   (f) ADJ UNCH    ?  
 DM0316
 DM0316.Superseded values are not recommended for survey control.
 DM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0316.See file dsdata.txt to determine how the superseded data were derived.
 DM0316
 DM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS534862(NAD 83)
 DM0316_MARKER: R = RIVET
 DM0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0316_SP_SET: CULVERT
 DM0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0316
 DM0316  HISTORY     - Date     Condition        Report By
 DM0316  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0316  HISTORY     - 1933     GOOD             NGS
 DM0316
 DM0316                          STATION DESCRIPTION
 DM0316
 DM0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0316'9.7 MI E FROM NAPLES.
 DM0316'9.7 MILES EAST OF, ALONG ST. L.-S.W. RY.  MILEPOST 451 PLUS 22 1/2
 DM0316'POLE INTERVALS, 1.2 MILES WEST OF BASSETTS, 110 FT. NORTH OF RAILROAD
 DM0316'CENTERLINE.  RIVET CEMENTED IN TOP OF SOUTH HEADWALL OF CONCRETE BOX
 DM0316'HIGHWAY CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0318 ***********************************************************************
 DM0318  DESIGNATION -  RV 194
 DM0318  PID         -  DM0318
 DM0318  STATE/COUNTY-  TX/BOWIE
 DM0318  USGS QUAD   -  BASSETT (1975)
 DM0318
 DM0318                         *CURRENT SURVEY CONTROL
 DM0318  ___________________________________________________________________
 DM0318* NAD 83(1986)-  33 18 35.     (N)    094 32 16.     (W)     SCALED    
 DM0318* NAVD 88     -        80.58   (+/-2cm)     264.4    (feet)  VERTCON   
 DM0318  ___________________________________________________________________
 DM0318  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM0318
 DM0318  VERT ORDER  -  ? (See Below)
 DM0318
 DM0318.The horizontal coordinates were scaled from a topographic map and have
 DM0318.an estimated accuracy of +/- 6 seconds.
 DM0318
 DM0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0318.The vertical order pertains to the NGVD 29 superseded value.
 DM0318
 DM0318.The geoid height was determined by GEOID03.
 DM0318
 DM0318;                    North         East    Units  Estimated Accuracy
 DM0318;SPC TXNC     - 2,189,160.      968,850.      MT  (+/- 180 meters Scaled)
 DM0318
 DM0318                          SUPERSEDED SURVEY CONTROL
 DM0318
 DM0318  NGVD 29 (??/??/92)   80.588  (m)          264.40   (f) ADJ UNCH    ?  
 DM0318
 DM0318.Superseded values are not recommended for survey control.
 DM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0318.See file dsdata.txt to determine how the superseded data were derived.
 DM0318
 DM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS568866(NAD 83)
 DM0318_MARKER: R = RIVET
 DM0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0318_SP_SET: CULVERT
 DM0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0318
 DM0318  HISTORY     - Date     Condition        Report By
 DM0318  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0318  HISTORY     - 1933     GOOD             NGS
 DM0318  HISTORY     - 1935     GOOD             NGS
 DM0318
 DM0318                          STATION DESCRIPTION
 DM0318
 DM0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0318'12.0 MI E FROM NAPLES.
 DM0318'12.0 MILES EAST OF, ALONG ST. L.-S. W. RY.  MILEPOST 449 PLUS 17 POLE
 DM0318'INTERVALS.  1.1 MILES EAST OF BASSETTS.  RIVET CEMENTED IN TOP OF
 DM0318'SOUTHEAST CORNER OF SOUTH HEADWALL TO CONCRETE ARCH RAILROAD CULVERT.
 DM0318
 DM0318                          STATION RECOVERY (1935)
 DM0318
 DM0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0169 ***********************************************************************
 DM0169  DESIGNATION -  RV 195
 DM0169  PID         -  DM0169
 DM0169  STATE/COUNTY-  TX/BOWIE
 DM0169  USGS QUAD   -  CORLEY (1970)
 DM0169
 DM0169                         *CURRENT SURVEY CONTROL
 DM0169  ___________________________________________________________________
 DM0169* NAD 83(1986)-  33 19 12.     (N)    094 28 23.     (W)     SCALED    
 DM0169* NAVD 88     -        77.108  (meters)     252.98   (feet)  ADJUSTED  
 DM0169  ___________________________________________________________________
 DM0169  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0169  DYNAMIC HT  -          77.025 (meters)     252.71  (feet)  COMP
 DM0169  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 DM0169
 DM0169  VERT ORDER  -  SECOND    CLASS 0
 DM0169
 DM0169.The horizontal coordinates were scaled from a topographic map and have
 DM0169.an estimated accuracy of +/- 6 seconds.
 DM0169
 DM0169.The orthometric height was determined by differential leveling
 DM0169.and adjusted by the National Geodetic Survey in June 1991..
 DM0169
 DM0169.The geoid height was determined by GEOID03.
 DM0169
 DM0169.The dynamic height is computed by dividing the NAVD 88
 DM0169.geopotential number by the normal gravity value computed on the
 DM0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0169.degrees latitude (g = 980.6199 gals.).
 DM0169
 DM0169.The modeled gravity was interpolated from observed gravity values.
 DM0169
 DM0169;                    North         East    Units  Estimated Accuracy
 DM0169;SPC TXNC     - 2,190,520.      974,830.      MT  (+/- 180 meters Scaled)
 DM0169
 DM0169                          SUPERSEDED SURVEY CONTROL
 DM0169
 DM0169  NGVD 29 (??/??/92)   77.122  (m)          253.02   (f) ADJ UNCH    2 0
 DM0169
 DM0169.Superseded values are not recommended for survey control.
 DM0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0169.See file dsdata.txt to determine how the superseded data were derived.
 DM0169
 DM0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS628877(NAD 83)
 DM0169_MARKER: R = RIVET
 DM0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0169_SP_SET: BRIDGE
 DM0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0169
 DM0169  HISTORY     - Date     Condition        Report By
 DM0169  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0169  HISTORY     - 1933     GOOD             NGS
 DM0169  HISTORY     - 1935     GOOD             NGS
 DM0169
 DM0169                          STATION DESCRIPTION
 DM0169
 DM0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0169'7.9 MI W FROM MAUD.
 DM0169'7.9 MILES WEST OF, ALONG ST. L.-S. W. RY.  MILEPOST 445 PLUS 4 POLE
 DM0169'INTERVALS, 1.4 MILES EAST OF SIMMS SIDING, AT EAST END OF RAILROAD
 DM0169'BRIDGE NO. 82, S FT. NORTH OF RAILROAD CENTER-LINE.  RIVET CEMENTED IN
 DM0169'TOP OF CONCRETE PARAPET WALL.
 DM0169
 DM0169                          STATION RECOVERY (1935)
 DM0169
 DM0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0171 ***********************************************************************
 DM0171  DESIGNATION -  RV 196
 DM0171  PID         -  DM0171
 DM0171  STATE/COUNTY-  TX/BOWIE
 DM0171  USGS QUAD   -  CORLEY (1970)
 DM0171
 DM0171                         *CURRENT SURVEY CONTROL
 DM0171  ___________________________________________________________________
 DM0171* NAD 83(1986)-  33 18 56.     (N)    094 27 37.     (W)     SCALED    
 DM0171* NAVD 88     -        81.53   (+/-2cm)     267.5    (feet)  VERTCON   
 DM0171  ___________________________________________________________________
 DM0171  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0171
 DM0171  VERT ORDER  -  ? (See Below)
 DM0171
 DM0171.The horizontal coordinates were scaled from a topographic map and have
 DM0171.an estimated accuracy of +/- 6 seconds.
 DM0171
 DM0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0171.The vertical order pertains to the NGVD 29 superseded value.
 DM0171
 DM0171.The geoid height was determined by GEOID03.
 DM0171
 DM0171;                    North         East    Units  Estimated Accuracy
 DM0171;SPC TXNC     - 2,190,080.      976,040.      MT  (+/- 180 meters Scaled)
 DM0171
 DM0171                          SUPERSEDED SURVEY CONTROL
 DM0171
 DM0171  NGVD 29 (??/??/92)   81.544  (m)          267.53   (f) ADJ UNCH    ?  
 DM0171
 DM0171.Superseded values are not recommended for survey control.
 DM0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0171.See file dsdata.txt to determine how the superseded data were derived.
 DM0171
 DM0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS640872(NAD 83)
 DM0171_MARKER: R = RIVET
 DM0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0171_SP_SET: BRIDGE
 DM0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0171
 DM0171  HISTORY     - Date     Condition        Report By
 DM0171  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0171  HISTORY     - 1934     GOOD             NGS
 DM0171  HISTORY     - 1935     GOOD             NGS
 DM0171  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0171
 DM0171                          STATION DESCRIPTION
 DM0171
 DM0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0171'7.1 MI W FROM MAUD.
 DM0171'MILEPOST 444 PLUS 11 POLE INTERVALS, 1.2 MILES WEST OF CARBONDALE
 DM0171'SIDING.  AT EAST END OF RAILROAD BRIDGE NO. 79, 8 FT. NORTH OF
 DM0171'RAILROAD CENTER-LINE.  RIVET CEMENTED IN TOP OF CONCRETE PARAPET WALL.
 DM0171
 DM0171                          STATION RECOVERY (1935)
 DM0171
 DM0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0171'RECOVERED IN GOOD CONDITION.
 DM0171
 DM0171                          STATION RECOVERY (1997)
 DM0171
 DM0171'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0173 ***********************************************************************
 DM0173  DESIGNATION -  RV 197
 DM0173  PID         -  DM0173
 DM0173  STATE/COUNTY-  TX/BOWIE
 DM0173  USGS QUAD   -  CORLEY (1970)
 DM0173
 DM0173                         *CURRENT SURVEY CONTROL
 DM0173  ___________________________________________________________________
 DM0173* NAD 83(1986)-  33 18 50.     (N)    094 26 29.     (W)     SCALED    
 DM0173* NAVD 88     -        77.57   (+/-2cm)     254.5    (feet)  VERTCON   
 DM0173  ___________________________________________________________________
 DM0173  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0173
 DM0173  VERT ORDER  -  ? (See Below)
 DM0173
 DM0173.The horizontal coordinates were scaled from a topographic map and have
 DM0173.an estimated accuracy of +/- 6 seconds.
 DM0173
 DM0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0173.The vertical order pertains to the NGVD 29 superseded value.
 DM0173
 DM0173.The geoid height was determined by GEOID03.
 DM0173
 DM0173;                    North         East    Units  Estimated Accuracy
 DM0173;SPC TXNC     - 2,189,960.      977,800.      MT  (+/- 180 meters Scaled)
 DM0173
 DM0173                          SUPERSEDED SURVEY CONTROL
 DM0173
 DM0173  NGVD 29 (??/??/92)   77.584  (m)          254.54   (f) ADJ UNCH    ?  
 DM0173
 DM0173.Superseded values are not recommended for survey control.
 DM0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0173.See file dsdata.txt to determine how the superseded data were derived.
 DM0173
 DM0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS658870(NAD 83)
 DM0173_MARKER: R = RIVET
 DM0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0173_SP_SET: BRIDGE
 DM0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0173
 DM0173  HISTORY     - Date     Condition        Report By
 DM0173  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0173  HISTORY     - 1933     GOOD             NGS
 DM0173  HISTORY     - 1935     GOOD             NGS
 DM0173  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0173
 DM0173                          STATION DESCRIPTION
 DM0173
 DM0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0173'6.1 MI W FROM MAUD.
 DM0173'6.1 MILES WEST OF, ALONG ST. L.-S. W. RY.  MILEPOST 443 PLUS 10 1/2
 DM0173'POLE INTERVALS, AT WEST END OF CARBONDALE SIDING, AT EAST END OF
 DM0173'RAILROAD BRIDGE NO. 77, 8 FT. NORTH OF RAILROAD CENTER-LINE.  RIVET
 DM0173'CEMENTED IN TOP OF CONCRETE PARAPET WALL.
 DM0173
 DM0173                          STATION RECOVERY (1935)
 DM0173
 DM0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0173'RECOVERED IN GOOD CONDITION.
 DM0173
 DM0173                          STATION RECOVERY (1997)
 DM0173
 DM0173'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0177 ***********************************************************************
 DM0177  DESIGNATION -  RV 198
 DM0177  PID         -  DM0177
 DM0177  STATE/COUNTY-  TX/BOWIE
 DM0177  USGS QUAD   -  CORLEY (1970)
 DM0177
 DM0177                         *CURRENT SURVEY CONTROL
 DM0177  ___________________________________________________________________
 DM0177* NAD 83(1986)-  33 19 26.     (N)    094 24 07.     (W)     SCALED    
 DM0177* NAVD 88     -        86.22   (+/-2cm)     282.9    (feet)  VERTCON   
 DM0177  ___________________________________________________________________
 DM0177  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0177
 DM0177  VERT ORDER  -  ? (See Below)
 DM0177
 DM0177.The horizontal coordinates were scaled from a topographic map and have
 DM0177.an estimated accuracy of +/- 6 seconds.
 DM0177
 DM0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0177.The vertical order pertains to the NGVD 29 superseded value.
 DM0177
 DM0177.The geoid height was determined by GEOID03.
 DM0177
 DM0177;                    North         East    Units  Estimated Accuracy
 DM0177;SPC TXNC     - 2,191,210.      981,430.      MT  (+/- 180 meters Scaled)
 DM0177
 DM0177                          SUPERSEDED SURVEY CONTROL
 DM0177
 DM0177  NGVD 29 (??/??/92)   86.234  (m)          282.92   (f) ADJ UNCH    ?  
 DM0177
 DM0177.Superseded values are not recommended for survey control.
 DM0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0177.See file dsdata.txt to determine how the superseded data were derived.
 DM0177
 DM0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS695880(NAD 83)
 DM0177_MARKER: R = RIVET
 DM0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0177_SP_SET: CULVERT
 DM0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0177
 DM0177  HISTORY     - Date     Condition        Report By
 DM0177  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0177  HISTORY     - 1933     GOOD             NGS
 DM0177  HISTORY     - 1935     GOOD             NGS
 DM0177  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0177
 DM0177                          STATION DESCRIPTION
 DM0177
 DM0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0177'3.5 MI W FROM MAUD.
 DM0177'3.5 MILES WEST OF, ALONG ST.L.-S.W.RY.  MILEPOST 440 PLUS 23 POLE
 DM0177'INTERVALS, 0.5 MILE WEST OF CORELY SIDING.  RIVET CEMENTED IN TOP OF
 DM0177'SOUTHEAST CORNER OF SOUTH HEADWALL OF CONCRETE ARCH RAILROAD CULVERT.
 DM0177
 DM0177                          STATION RECOVERY (1935)
 DM0177
 DM0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0177'RECOVERED IN GOOD CONDITION.
 DM0177
 DM0177                          STATION RECOVERY (1997)
 DM0177
 DM0177'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0179 ***********************************************************************
 DM0179  DESIGNATION -  RV 199
 DM0179  PID         -  DM0179
 DM0179  STATE/COUNTY-  TX/BOWIE
 DM0179  USGS QUAD   -  CORLEY (1970)
 DM0179
 DM0179                         *CURRENT SURVEY CONTROL
 DM0179  ___________________________________________________________________
 DM0179* NAD 83(1986)-  33 19 30.     (N)    094 22 56.     (W)     SCALED    
 DM0179* NAVD 88     -        88.547  (meters)     290.51   (feet)  ADJUSTED  
 DM0179  ___________________________________________________________________
 DM0179  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0179  DYNAMIC HT  -          88.451 (meters)     290.19  (feet)  COMP
 DM0179  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 DM0179
 DM0179  VERT ORDER  -  SECOND    CLASS 0
 DM0179
 DM0179.The horizontal coordinates were scaled from a topographic map and have
 DM0179.an estimated accuracy of +/- 6 seconds.
 DM0179
 DM0179.The orthometric height was determined by differential leveling
 DM0179.and adjusted by the National Geodetic Survey in June 1991..
 DM0179
 DM0179.The geoid height was determined by GEOID03.
 DM0179
 DM0179.The dynamic height is computed by dividing the NAVD 88
 DM0179.geopotential number by the normal gravity value computed on the
 DM0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0179.degrees latitude (g = 980.6199 gals.).
 DM0179
 DM0179.The modeled gravity was interpolated from observed gravity values.
 DM0179
 DM0179;                    North         East    Units  Estimated Accuracy
 DM0179;SPC TXNC     - 2,191,410.      983,260.      MT  (+/- 180 meters Scaled)
 DM0179
 DM0179                          SUPERSEDED SURVEY CONTROL
 DM0179
 DM0179  NGVD 29 (??/??/92)   88.561  (m)          290.55   (f) ADJ UNCH    2 0
 DM0179
 DM0179.Superseded values are not recommended for survey control.
 DM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0179.See file dsdata.txt to determine how the superseded data were derived.
 DM0179
 DM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS713881(NAD 83)
 DM0179_MARKER: R = RIVET
 DM0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0179_SP_SET: BRIDGE
 DM0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0179
 DM0179  HISTORY     - Date     Condition        Report By
 DM0179  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0179  HISTORY     - 1933     GOOD             NGS
 DM0179  HISTORY     - 1935     GOOD             NGS
 DM0179  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0179
 DM0179                          STATION DESCRIPTION
 DM0179
 DM0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0179'2.4 MI W FROM MAUD.
 DM0179'2.4 MILES WEST OF, ALONG ST.L. - S.W. RY.  MILEPOST 439 PLUS 19 POLE
 DM0179'INTERVALS, 0.6 MILES EAST OF CORELY SIDING, AT EAST END OF RAILROAD
 DM0179'BRIDGE NO. 60, 7 FT. NORTH OF RAILROAD CENTER-LINE.  RIVET CEMENTED IN
 DM0179'TOP OF CONCRETE PARAPET WALL.
 DM0179
 DM0179                          STATION RECOVERY (1935)
 DM0179
 DM0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0179'RECOVERED IN GOOD CONDITION.
 DM0179
 DM0179                          STATION RECOVERY (1997)
 DM0179
 DM0179'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1298 ***********************************************************************
 BY1298  DESIGNATION -  RV 2
 BY1298  PID         -  BY1298
 BY1298  STATE/COUNTY-  TX/CHEROKEE
 BY1298  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1298
 BY1298                         *CURRENT SURVEY CONTROL
 BY1298  ___________________________________________________________________
 BY1298* NAD 83(1986)-  31 58 27.     (N)    095 17 03.     (W)     SCALED    
 BY1298* NAVD 88     -       181.905  (meters)     596.80   (feet)  ADJUSTED  
 BY1298  ___________________________________________________________________
 BY1298  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1298  DYNAMIC HT  -         181.686 (meters)     596.08  (feet)  COMP
 BY1298  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 BY1298
 BY1298  VERT ORDER  -  FIRST     CLASS II
 BY1298
 BY1298.The horizontal coordinates were scaled from a topographic map and have
 BY1298.an estimated accuracy of +/- 6 seconds.
 BY1298
 BY1298.The orthometric height was determined by differential leveling
 BY1298.and adjusted by the National Geodetic Survey in June 1991..
 BY1298
 BY1298.The geoid height was determined by GEOID03.
 BY1298
 BY1298.The dynamic height is computed by dividing the NAVD 88
 BY1298.geopotential number by the normal gravity value computed on the
 BY1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1298.degrees latitude (g = 980.6199 gals.).
 BY1298
 BY1298.The modeled gravity was interpolated from observed gravity values.
 BY1298
 BY1298;                    North         East    Units  Estimated Accuracy
 BY1298;SPC TX C     - 3,266,640.    1,177,090.      MT  (+/- 180 meters Scaled)
 BY1298
 BY1298                          SUPERSEDED SURVEY CONTROL
 BY1298
 BY1298  NGVD 29 (??/??/92)  181.928  (m)          596.88   (f) ADJ UNCH    1 2
 BY1298
 BY1298.Superseded values are not recommended for survey control.
 BY1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1298.See file dsdata.txt to determine how the superseded data were derived.
 BY1298
 BY1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR841398(NAD 83)
 BY1298_MARKER: R = RIVET
 BY1298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1298_SP_SET: ABUTMENT
 BY1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1298
 BY1298  HISTORY     - Date     Condition        Report By
 BY1298  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY1298  HISTORY     - 1959     GOOD             NGS
 BY1298  HISTORY     - 20040606 POOR             USPSQD
 BY1298
 BY1298                          STATION DESCRIPTION
 BY1298
 BY1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BY1298'1.4 MI N FROM JACKSONVILLE.
 BY1298'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1298'STATION AT JACKSONVILLE, THENCE ABOUT 1.2 MILES NORTH ALONG THE ST.
 BY1298'LOUIS SOUTHWESTERN RAILWAY, AT THE U. S. HIGHWAY 175 UNDERPASS, 5 FEET
 BY1298'WEST OF THE WEST RAIL, 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND
 BY1298'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT.
 BY1298
 BY1298                          STATION RECOVERY (2004)
 BY1298
 BY1298'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1298'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0186 ***********************************************************************
 CU0186  DESIGNATION -  RV 2
 CU0186  PID         -  CU0186
 CU0186  STATE/COUNTY-  TX/NOLAN
 CU0186  USGS QUAD   -  SWEETWATER (1987)
 CU0186
 CU0186                         *CURRENT SURVEY CONTROL
 CU0186  ___________________________________________________________________
 CU0186* NAD 83(1986)-  32 29 03.     (N)    100 24 01.     (W)     SCALED    
 CU0186* NAVD 88     -       640.294  (meters)    2100.70   (feet)  ADJUSTED  
 CU0186  ___________________________________________________________________
 CU0186  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CU0186  DYNAMIC HT  -         639.444 (meters)    2097.91  (feet)  COMP
 CU0186  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 CU0186
 CU0186  VERT ORDER  -  FIRST     CLASS II
 CU0186
 CU0186.The horizontal coordinates were scaled from a topographic map and have
 CU0186.an estimated accuracy of +/- 6 seconds.
 CU0186
 CU0186.The orthometric height was determined by differential leveling
 CU0186.and adjusted by the National Geodetic Survey in June 1991..
 CU0186
 CU0186.The geoid height was determined by GEOID03.
 CU0186
 CU0186.The dynamic height is computed by dividing the NAVD 88
 CU0186.geopotential number by the normal gravity value computed on the
 CU0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0186.degrees latitude (g = 980.6199 gals.).
 CU0186
 CU0186.The modeled gravity was interpolated from observed gravity values.
 CU0186
 CU0186;                    North         East    Units  Estimated Accuracy
 CU0186;SPC TXNC     - 2,092,270.      421,410.      MT  (+/- 180 meters Scaled)
 CU0186
 CU0186                          SUPERSEDED SURVEY CONTROL
 CU0186
 CU0186  NGVD 29 (??/??/92)  640.078  (m)         2099.99   (f) ADJ UNCH    1 2
 CU0186
 CU0186.Superseded values are not recommended for survey control.
 CU0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0186.See file dsdata.txt to determine how the superseded data were derived.
 CU0186
 CU0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA684949(NAD 83)
 CU0186_MARKER: R = RIVET
 CU0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0186+STABILITY: SURFACE MOTION
 CU0186
 CU0186  HISTORY     - Date     Condition        Report By
 CU0186  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0186  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0186
 CU0186                          STATION DESCRIPTION
 CU0186
 CU0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0186'1.1 MI N FROM SWEETWATER.
 CU0186'1.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0186'SWEETWATER, NOLAN COUNTY, 190 FEET SOUTH OF MILEPOST 639, AND 31 FEET
 CU0186'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CU0186'CONCRETE POST.  NOTE-- THE MILEPOSTS IN THE AREA HAVE BEEN REMOVED
 CU0186'MAKING RECOVERY MORE DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0031 ***********************************************************************
 GK0031  DESIGNATION -  RV 2
 GK0031  PID         -  GK0031
 GK0031  STATE/COUNTY-  TX/LIPSCOMB
 GK0031  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0031
 GK0031                         *CURRENT SURVEY CONTROL
 GK0031  ___________________________________________________________________
 GK0031* NAD 83(1986)-  36 05 07.     (N)    100 06 16.     (W)     SCALED    
 GK0031* NAVD 88     -       799.124  (meters)    2621.79   (feet)  ADJUSTED  
 GK0031  ___________________________________________________________________
 GK0031  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GK0031  DYNAMIC HT  -         798.284 (meters)    2619.04  (feet)  COMP
 GK0031  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 GK0031
 GK0031  VERT ORDER  -  FIRST     CLASS II
 GK0031
 GK0031.The horizontal coordinates were scaled from a topographic map and have
 GK0031.an estimated accuracy of +/- 6 seconds.
 GK0031
 GK0031.The orthometric height was determined by differential leveling
 GK0031.and adjusted by the National Geodetic Survey in June 1991..
 GK0031
 GK0031.The geoid height was determined by GEOID03.
 GK0031
 GK0031.The dynamic height is computed by dividing the NAVD 88
 GK0031.geopotential number by the normal gravity value computed on the
 GK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0031.degrees latitude (g = 980.6199 gals.).
 GK0031
 GK0031.The modeled gravity was interpolated from observed gravity values.
 GK0031
 GK0031;                    North         East    Units  Estimated Accuracy
 GK0031;SPC TX N     - 1,232,230.      325,690.      MT  (+/- 180 meters Scaled)
 GK0031
 GK0031                          SUPERSEDED SURVEY CONTROL
 GK0031
 GK0031  NGVD 29 (??/??/92)  798.783  (m)         2620.67   (f) ADJ UNCH    1 2
 GK0031
 GK0031.Superseded values are not recommended for survey control.
 GK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0031.See file dsdata.txt to determine how the superseded data were derived.
 GK0031
 GK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME005939(NAD 83)
 GK0031_MARKER: R = RIVET
 GK0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0031_SP_SET: CULVERT
 GK0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0031
 GK0031  HISTORY     - Date     Condition        Report By
 GK0031  HISTORY     - UNK      MONUMENTED       CGS
 GK0031  HISTORY     - 1934     GOOD             NGS
 GK0031
 GK0031                          STATION DESCRIPTION
 GK0031
 GK0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0031'5.2 MI SW FROM HIGGINS.
 GK0031'5.2 MILES SOUTHWEST OF NEW HIGGINS HOTEL, AT HIGGINS IN THE TOP OF THE
 GK0031'SOUTHEAST CONCRETE HEADWALL OF ARCH CULVERT NO. 434A.  21 FEET
 GK0031'SOUTHEAST OF THE CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0410 ***********************************************************************
 CR0410  DESIGNATION -  RV 20
 CR0410  PID         -  CR0410
 CR0410  STATE/COUNTY-  TX/SMITH
 CR0410  USGS QUAD   -  TYLER SOUTH (1973)
 CR0410
 CR0410                         *CURRENT SURVEY CONTROL
 CR0410  ___________________________________________________________________
 CR0410* NAD 83(1986)-  32 16 45.     (N)    095 20 04.     (W)     SCALED    
 CR0410* NAVD 88     -       149.095  (meters)     489.16   (feet)  ADJUSTED  
 CR0410  ___________________________________________________________________
 CR0410  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0410  DYNAMIC HT  -         148.919 (meters)     488.58  (feet)  COMP
 CR0410  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 CR0410
 CR0410  VERT ORDER  -  FIRST     CLASS II
 CR0410
 CR0410.The horizontal coordinates were scaled from a topographic map and have
 CR0410.an estimated accuracy of +/- 6 seconds.
 CR0410
 CR0410.The orthometric height was determined by differential leveling
 CR0410.and adjusted by the National Geodetic Survey in June 1991..
 CR0410.WARNING-Repeat measurements at this control monument indicate possible
 CR0410.vertical movement.
 CR0410
 CR0410.The geoid height was determined by GEOID03.
 CR0410
 CR0410.The dynamic height is computed by dividing the NAVD 88
 CR0410.geopotential number by the normal gravity value computed on the
 CR0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0410.degrees latitude (g = 980.6199 gals.).
 CR0410
 CR0410.The modeled gravity was interpolated from observed gravity values.
 CR0410
 CR0410;                    North         East    Units  Estimated Accuracy
 CR0410;SPC TXNC     - 2,072,410.      898,160.      MT  (+/- 180 meters Scaled)
 CR0410
 CR0410                          SUPERSEDED SURVEY CONTROL
 CR0410
 CR0410  NGVD 29 (??/??/92)  149.126  (m)          489.26   (f) ADJ UNCH    1 2
 CR0410
 CR0410.Superseded values are not recommended for survey control.
 CR0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0410.See file dsdata.txt to determine how the superseded data were derived.
 CR0410
 CR0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR801737(NAD 83)
 CR0410_MARKER: R = RIVET
 CR0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0410_SP_SET: CULVERT
 CR0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0410
 CR0410  HISTORY     - Date     Condition        Report By
 CR0410  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0410  HISTORY     - 1959     GOOD             NGS
 CR0410
 CR0410                          STATION DESCRIPTION
 CR0410
 CR0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0410'6.7 MI S FROM TYLER.
 CR0410'ABOUT 1.9 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0410'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, THENCE ABOUT 4.8 MILES
 CR0410'SOUTH ALONG A BRANCH LINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY, 9
 CR0410'POLES NORTH OF MILEPOST 553, 61 1/2 FEET EAST OF THE EAST RAIL, IN THE
 CR0410'TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A SMALL BOX
 CR0410'CULVERT UNDER FARM ROAD 2493, 17 FEET WEST OF THE CENTER LINE OF THE
 CR0410'ROAD, AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0181 ***********************************************************************
 DM0181  DESIGNATION -  RV 200
 DM0181  PID         -  DM0181
 DM0181  STATE/COUNTY-  TX/BOWIE
 DM0181  USGS QUAD   -  MAUD (1975)
 DM0181
 DM0181                         *CURRENT SURVEY CONTROL
 DM0181  ___________________________________________________________________
 DM0181* NAD 83(1986)-  33 19 55.     (N)    094 20 51.     (W)     SCALED    
 DM0181* NAVD 88     -        86.94   (+/-2cm)     285.2    (feet)  VERTCON   
 DM0181  ___________________________________________________________________
 DM0181  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0181
 DM0181  VERT ORDER  -  ? (See Below)
 DM0181
 DM0181.The horizontal coordinates were scaled from a topographic map and have
 DM0181.an estimated accuracy of +/- 6 seconds.
 DM0181
 DM0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0181.The vertical order pertains to the NGVD 29 superseded value.
 DM0181
 DM0181.The geoid height was determined by GEOID03.
 DM0181
 DM0181;                    North         East    Units  Estimated Accuracy
 DM0181;SPC TXNC     - 2,192,300.      986,460.      MT  (+/- 180 meters Scaled)
 DM0181
 DM0181                          SUPERSEDED SURVEY CONTROL
 DM0181
 DM0181  NGVD 29 (??/??/92)   86.958  (m)          285.29   (f) ADJ UNCH    ?  
 DM0181
 DM0181.Superseded values are not recommended for survey control.
 DM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0181.See file dsdata.txt to determine how the superseded data were derived.
 DM0181
 DM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS745888(NAD 83)
 DM0181_MARKER: R = RIVET
 DM0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0181_SP_SET: CULVERT
 DM0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0181
 DM0181  HISTORY     - Date     Condition        Report By
 DM0181  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0181  HISTORY     - 1933     GOOD             NGS
 DM0181  HISTORY     - 1935     GOOD             NGS
 DM0181
 DM0181                          STATION DESCRIPTION
 DM0181
 DM0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0181'IN MAUD.
 DM0181'MILEPOST 437 PLUS 16 POLE INTERVALS.  RIVET CEMENTED IN TOP OF NORTH
 DM0181'HEADWALL OF CONCRETE BOX RAILROAD CULVERT.
 DM0181
 DM0181                          STATION RECOVERY (1935)
 DM0181
 DM0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0183 ***********************************************************************
 DM0183  DESIGNATION -  RV 201
 DM0183  PID         -  DM0183
 DM0183  STATE/COUNTY-  TX/BOWIE
 DM0183  USGS QUAD   -  MAUD (1975)
 DM0183
 DM0183                         *CURRENT SURVEY CONTROL
 DM0183  ___________________________________________________________________
 DM0183* NAD 83(1986)-  33 20 26.     (N)    094 19 01.     (W)     SCALED    
 DM0183* NAVD 88     -        74.350  (meters)     243.93   (feet)  ADJUSTED  
 DM0183  ___________________________________________________________________
 DM0183  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0183  DYNAMIC HT  -          74.270 (meters)     243.67  (feet)  COMP
 DM0183  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 DM0183
 DM0183  VERT ORDER  -  SECOND    CLASS 0
 DM0183
 DM0183.The horizontal coordinates were scaled from a topographic map and have
 DM0183.an estimated accuracy of +/- 6 seconds.
 DM0183
 DM0183.The orthometric height was determined by differential leveling
 DM0183.and adjusted by the National Geodetic Survey in June 1991..
 DM0183
 DM0183.The geoid height was determined by GEOID03.
 DM0183
 DM0183.The dynamic height is computed by dividing the NAVD 88
 DM0183.geopotential number by the normal gravity value computed on the
 DM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0183.degrees latitude (g = 980.6199 gals.).
 DM0183
 DM0183.The modeled gravity was interpolated from observed gravity values.
 DM0183
 DM0183;                    North         East    Units  Estimated Accuracy
 DM0183;SPC TXNC     - 2,193,370.      989,260.      MT  (+/- 180 meters Scaled)
 DM0183
 DM0183                          SUPERSEDED SURVEY CONTROL
 DM0183
 DM0183  NGVD 29 (??/??/92)   74.367  (m)          243.99   (f) ADJ UNCH    2 0
 DM0183
 DM0183.Superseded values are not recommended for survey control.
 DM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0183.See file dsdata.txt to determine how the superseded data were derived.
 DM0183
 DM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS774898(NAD 83)
 DM0183_MARKER: R = RIVET
 DM0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0183_SP_SET: CULVERT
 DM0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0183
 DM0183  HISTORY     - Date     Condition        Report By
 DM0183  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0183  HISTORY     - 1933     GOOD             NGS
 DM0183  HISTORY     - 1935     GOOD             NGS
 DM0183  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0183
 DM0183                          STATION DESCRIPTION
 DM0183
 DM0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0183'1.6 MI E FROM MAUD.
 DM0183'1.6 MILES EAST OF, ALONG ST.L. - S.W. RY.  MILEPOST 435 PLUS 19 1/2
 DM0183'POLE INTERVALS, 70 FT. SOUTH OF RAILROAD CENTER LINE.  RIVET CEMENTED
 DM0183'IN TOP OF NORTH CONCRETE HEADWALL OF PIPE CULVERT UNDER HIGHWAY.
 DM0183
 DM0183                          STATION RECOVERY (1935)
 DM0183
 DM0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0183'RECOVERED IN GOOD CONDITION.
 DM0183
 DM0183                          STATION RECOVERY (1997)
 DM0183
 DM0183'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0185 ***********************************************************************
 DM0185  DESIGNATION -  RV 202
 DM0185  PID         -  DM0185
 DM0185  STATE/COUNTY-  TX/BOWIE
 DM0185  USGS QUAD   -  MAUD (1975)
 DM0185
 DM0185                         *CURRENT SURVEY CONTROL
 DM0185  ___________________________________________________________________
 DM0185* NAD 83(1986)-  33 20 46.     (N)    094 17 59.     (W)     SCALED    
 DM0185* NAVD 88     -        76.11   (+/-2cm)     249.7    (feet)  VERTCON   
 DM0185  ___________________________________________________________________
 DM0185  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0185
 DM0185  VERT ORDER  -  ? (See Below)
 DM0185
 DM0185.The horizontal coordinates were scaled from a topographic map and have
 DM0185.an estimated accuracy of +/- 6 seconds.
 DM0185
 DM0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0185.The vertical order pertains to the NGVD 29 superseded value.
 DM0185
 DM0185.The geoid height was determined by GEOID03.
 DM0185
 DM0185;                    North         East    Units  Estimated Accuracy
 DM0185;SPC TXNC     - 2,194,050.      990,840.      MT  (+/- 180 meters Scaled)
 DM0185
 DM0185                          SUPERSEDED SURVEY CONTROL
 DM0185
 DM0185  NGVD 29 (??/??/92)   76.131  (m)          249.77   (f) ADJ UNCH    ?  
 DM0185
 DM0185.Superseded values are not recommended for survey control.
 DM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0185.See file dsdata.txt to determine how the superseded data were derived.
 DM0185
 DM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS790904(NAD 83)
 DM0185_MARKER: R = RIVET
 DM0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0185_SP_SET: BRIDGE
 DM0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0185
 DM0185  HISTORY     - Date     Condition        Report By
 DM0185  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0185  HISTORY     - 1933     GOOD             NGS
 DM0185  HISTORY     - 1935     GOOD             NGS
 DM0185  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0185
 DM0185                          STATION DESCRIPTION
 DM0185
 DM0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0185'2.6 MI E FROM MAUD.
 DM0185'MILEPOST 434 PLUS 18 POLE INTERVALS, AT EAST END OF RAILROAD BRIDGE
 DM0185'NO. 44, 8 FT. NORTH OF RAILROAD CENTER LINE.  RIVET CEMENTED IN TOP OF
 DM0185'CONCRETE PARAPET WALL.
 DM0185
 DM0185                          STATION RECOVERY (1935)
 DM0185
 DM0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0185'RECOVERED IN GOOD CONDITION.
 DM0185
 DM0185                          STATION RECOVERY (1997)
 DM0185
 DM0185'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0187 ***********************************************************************
 DM0187  DESIGNATION -  RV 203
 DM0187  PID         -  DM0187
 DM0187  STATE/COUNTY-  TX/BOWIE
 DM0187  USGS QUAD   -  MAUD (1975)
 DM0187
 DM0187                         *CURRENT SURVEY CONTROL
 DM0187  ___________________________________________________________________
 DM0187* NAD 83(1986)-  33 21 13.     (N)    094 16 20.     (W)     SCALED    
 DM0187* NAVD 88     -        81.114  (meters)     266.12   (feet)  ADJUSTED  
 DM0187  ___________________________________________________________________
 DM0187  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0187  DYNAMIC HT  -          81.027 (meters)     265.84  (feet)  COMP
 DM0187  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DM0187
 DM0187  VERT ORDER  -  SECOND    CLASS 0
 DM0187
 DM0187.The horizontal coordinates were scaled from a topographic map and have
 DM0187.an estimated accuracy of +/- 6 seconds.
 DM0187
 DM0187.The orthometric height was determined by differential leveling
 DM0187.and adjusted by the National Geodetic Survey in June 1991..
 DM0187
 DM0187.The geoid height was determined by GEOID03.
 DM0187
 DM0187.The dynamic height is computed by dividing the NAVD 88
 DM0187.geopotential number by the normal gravity value computed on the
 DM0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0187.degrees latitude (g = 980.6199 gals.).
 DM0187
 DM0187.The modeled gravity was interpolated from observed gravity values.
 DM0187
 DM0187;                    North         East    Units  Estimated Accuracy
 DM0187;SPC TXNC     - 2,194,980.      993,370.      MT  (+/- 180 meters Scaled)
 DM0187
 DM0187                          SUPERSEDED SURVEY CONTROL
 DM0187
 DM0187  NGVD 29 (??/??/92)   81.131  (m)          266.18   (f) ADJ UNCH    2 0
 DM0187
 DM0187.Superseded values are not recommended for survey control.
 DM0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0187.See file dsdata.txt to determine how the superseded data were derived.
 DM0187
 DM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS816912(NAD 83)
 DM0187_MARKER: R = RIVET
 DM0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0187_SP_SET: CULVERT
 DM0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0187
 DM0187  HISTORY     - Date     Condition        Report By
 DM0187  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0187  HISTORY     - 1933     GOOD             NGS
 DM0187  HISTORY     - 1935     GOOD             NGS
 DM0187
 DM0187                          STATION DESCRIPTION
 DM0187
 DM0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0187'4.1 MI E FROM MAUD.
 DM0187'4.1 MILES EAST OF, ALONG ST.L. - S.W. RY.  MILEPOST 432 PLUS 27 1/2
 DM0187'POLE INTERVALS, 1.0 MILE WEST OF RED WATER.  RIVET CEMENTED IN TOP OF
 DM0187'SOUTH HEADWALL OF CONCRETE BOX RAILROAD CULVERT.
 DM0187
 DM0187                          STATION RECOVERY (1935)
 DM0187
 DM0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0188 ***********************************************************************
 DM0188  DESIGNATION -  RV 204
 DM0188  PID         -  DM0188
 DM0188  STATE/COUNTY-  TX/BOWIE
 DM0188  USGS QUAD   -  MAUD (1975)
 DM0188
 DM0188                         *CURRENT SURVEY CONTROL
 DM0188  ___________________________________________________________________
 DM0188* NAD 83(1986)-  33 21 29.     (N)    094 15 22.     (W)     SCALED    
 DM0188* NAVD 88     -        87.272  (meters)     286.32   (feet)  ADJUSTED  
 DM0188  ___________________________________________________________________
 DM0188  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0188  DYNAMIC HT  -          87.179 (meters)     286.02  (feet)  COMP
 DM0188  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DM0188
 DM0188  VERT ORDER  -  SECOND    CLASS 0
 DM0188
 DM0188.The horizontal coordinates were scaled from a topographic map and have
 DM0188.an estimated accuracy of +/- 6 seconds.
 DM0188
 DM0188.The orthometric height was determined by differential leveling
 DM0188.and adjusted by the National Geodetic Survey in June 1991..
 DM0188
 DM0188.The geoid height was determined by GEOID03.
 DM0188
 DM0188.The dynamic height is computed by dividing the NAVD 88
 DM0188.geopotential number by the normal gravity value computed on the
 DM0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0188.degrees latitude (g = 980.6199 gals.).
 DM0188
 DM0188.The modeled gravity was interpolated from observed gravity values.
 DM0188
 DM0188;                    North         East    Units  Estimated Accuracy
 DM0188;SPC TXNC     - 2,195,540.      994,840.      MT  (+/- 180 meters Scaled)
 DM0188
 DM0188                          SUPERSEDED SURVEY CONTROL
 DM0188
 DM0188  NGVD 29 (??/??/92)   87.289  (m)          286.38   (f) ADJ UNCH    2 0
 DM0188
 DM0188.Superseded values are not recommended for survey control.
 DM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0188.See file dsdata.txt to determine how the superseded data were derived.
 DM0188
 DM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS831916(NAD 83)
 DM0188_MARKER: R = RIVET
 DM0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0188_SP_SET: CULVERT
 DM0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0188
 DM0188  HISTORY     - Date     Condition        Report By
 DM0188  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0188  HISTORY     - 1933     GOOD             NGS
 DM0188  HISTORY     - 1935     GOOD             NGS
 DM0188  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0188
 DM0188                          STATION DESCRIPTION
 DM0188
 DM0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0188'5.4 MI E FROM MAUD.
 DM0188'5.4 MILES EAST OF, ALONG ST.L. -S.W. RY.  MILEPOST 431 PLUS 29 1/2
 DM0188'POLE INTERVALS, AT RED WATER.  RIVET CEMENTED IN TOP OF NORTH HEADWALL
 DM0188'OF CONCRETE BOX RAILROAD CULVERT.
 DM0188
 DM0188                          STATION RECOVERY (1935)
 DM0188
 DM0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0188'RECOVERED IN GOOD CONDITION.
 DM0188
 DM0188                          STATION RECOVERY (1997)
 DM0188
 DM0188'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0192 ***********************************************************************
 DM0192  DESIGNATION -  RV 205
 DM0192  PID         -  DM0192
 DM0192  STATE/COUNTY-  TX/BOWIE
 DM0192  USGS QUAD   -  WRIGHT PATMAN LAKE (1975)
 DM0192
 DM0192                         *CURRENT SURVEY CONTROL
 DM0192  ___________________________________________________________________
 DM0192* NAD 83(1986)-  33 22 11.     (N)    094 11 57.     (W)     SCALED    
 DM0192* NAVD 88     -        80.96   (+/-2cm)     265.6    (feet)  VERTCON   
 DM0192  ___________________________________________________________________
 DM0192  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0192
 DM0192  VERT ORDER  -  ? (See Below)
 DM0192
 DM0192.The horizontal coordinates were scaled from a topographic map and have
 DM0192.an estimated accuracy of +/- 6 seconds.
 DM0192
 DM0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0192.The vertical order pertains to the NGVD 29 superseded value.
 DM0192
 DM0192.The geoid height was determined by GEOID03.
 DM0192
 DM0192;                    North         East    Units  Estimated Accuracy
 DM0192;SPC TXNC     - 2,197,040.    1,000,090.      MT  (+/- 180 meters Scaled)
 DM0192
 DM0192                          SUPERSEDED SURVEY CONTROL
 DM0192
 DM0192  NGVD 29 (??/??/92)   80.979  (m)          265.68   (f) ADJ UNCH    ?  
 DM0192
 DM0192.Superseded values are not recommended for survey control.
 DM0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0192.See file dsdata.txt to determine how the superseded data were derived.
 DM0192
 DM0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS884929(NAD 83)
 DM0192_MARKER: R = RIVET
 DM0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0192_SP_SET: BRIDGE
 DM0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0192
 DM0192  HISTORY     - Date     Condition        Report By
 DM0192  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0192  HISTORY     - 1933     GOOD             NGS
 DM0192  HISTORY     - 1935     GOOD             NGS
 DM0192
 DM0192                          STATION DESCRIPTION
 DM0192
 DM0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0192'8.9 MI E FROM MAUD.
 DM0192'8.9 MILES EAST OF, ALONG ST.L. - S.W. RY.  MILEPOST. 428 PLUS 10 POLE
 DM0192'INTERVALS, AT EAST END OF RAILROAD BRIDGE NO. 24, 8 FT. NORTH OF
 DM0192'RAILROAD CENTER-LINE.  RIVET CEMENTED IN TOP OF CONCRETE PARAPET WALL.
 DM0192
 DM0192                          STATION RECOVERY (1935)
 DM0192
 DM0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0194 ***********************************************************************
 DM0194  DESIGNATION -  RV 206
 DM0194  PID         -  DM0194
 DM0194  STATE/COUNTY-  TX/BOWIE
 DM0194  USGS QUAD   -  WRIGHT PATMAN LAKE (1975)
 DM0194
 DM0194                         *CURRENT SURVEY CONTROL
 DM0194  ___________________________________________________________________
 DM0194* NAD 83(1986)-  33 22 28.     (N)    094 10 56.     (W)     SCALED    
 DM0194* NAVD 88     -        88.72   (+/-2cm)     291.1    (feet)  VERTCON   
 DM0194  ___________________________________________________________________
 DM0194  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0194
 DM0194  VERT ORDER  -  ? (See Below)
 DM0194
 DM0194.The horizontal coordinates were scaled from a topographic map and have
 DM0194.an estimated accuracy of +/- 6 seconds.
 DM0194
 DM0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0194.The vertical order pertains to the NGVD 29 superseded value.
 DM0194
 DM0194.The geoid height was determined by GEOID03.
 DM0194
 DM0194;                    North         East    Units  Estimated Accuracy
 DM0194;SPC TXNC     - 2,197,630.    1,001,640.      MT  (+/- 180 meters Scaled)
 DM0194
 DM0194                          SUPERSEDED SURVEY CONTROL
 DM0194
 DM0194  NGVD 29 (??/??/92)   88.735  (m)          291.12   (f) ADJ UNCH    ?  
 DM0194
 DM0194.Superseded values are not recommended for survey control.
 DM0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0194.See file dsdata.txt to determine how the superseded data were derived.
 DM0194
 DM0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS900934(NAD 83)
 DM0194_MARKER: R = RIVET
 DM0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0194_SP_SET: BRIDGE
 DM0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0194
 DM0194  HISTORY     - Date     Condition        Report By
 DM0194  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0194  HISTORY     - 1933     GOOD             NGS
 DM0194  HISTORY     - 1935     GOOD             NGS
 DM0194
 DM0194                          STATION DESCRIPTION
 DM0194
 DM0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0194'7.3 MI W FROM TEXARKANA.
 DM0194'7.8 MILES WEST OF, ALONG ST.L. - S.W. RY.  MILEPOST 427 PLUS 10 POLE
 DM0194'INTERVALS, 0.9 MILES WEST OF HARTMAN SIDING, AT EAST END OF RAILROAD
 DM0194'BRIDGE NO. 22, 8 FT. NORTH OF RAILROAD CENTER-LINE.  RIVET CEMENTED IN
 DM0194'TOP OF CONCRETE PARAPET WALL.
 DM0194
 DM0194                          STATION RECOVERY (1935)
 DM0194
 DM0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0196 ***********************************************************************
 DM0196  DESIGNATION -  RV 207
 DM0196  PID         -  DM0196
 DM0196  STATE/COUNTY-  TX/BOWIE
 DM0196  USGS QUAD   -  LEARY (1975)
 DM0196
 DM0196                         *CURRENT SURVEY CONTROL
 DM0196  ___________________________________________________________________
 DM0196* NAD 83(1986)-  33 22 49.     (N)    094 09 52.     (W)     SCALED    
 DM0196* NAVD 88     -        82.36   (+/-2cm)     270.2    (feet)  VERTCON   
 DM0196  ___________________________________________________________________
 DM0196  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0196
 DM0196  VERT ORDER  -  ? (See Below)
 DM0196
 DM0196.The horizontal coordinates were scaled from a topographic map and have
 DM0196.an estimated accuracy of +/- 6 seconds.
 DM0196
 DM0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0196.The vertical order pertains to the NGVD 29 superseded value.
 DM0196
 DM0196.The geoid height was determined by GEOID03.
 DM0196
 DM0196;                    North         East    Units  Estimated Accuracy
 DM0196;SPC TXNC     - 2,198,350.    1,003,270.      MT  (+/- 180 meters Scaled)
 DM0196
 DM0196                          SUPERSEDED SURVEY CONTROL
 DM0196
 DM0196  NGVD 29 (??/??/92)   82.379  (m)          270.27   (f) ADJ UNCH    ?  
 DM0196
 DM0196.Superseded values are not recommended for survey control.
 DM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0196.See file dsdata.txt to determine how the superseded data were derived.
 DM0196
 DM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS916940(NAD 83)
 DM0196_MARKER: R = RIVET
 DM0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0196_SP_SET: BRIDGE
 DM0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0196
 DM0196  HISTORY     - Date     Condition        Report By
 DM0196  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0196  HISTORY     - 1933     GOOD             NGS
 DM0196  HISTORY     - 1954     MARK NOT FOUND   USGS
 DM0196
 DM0196                          STATION DESCRIPTION
 DM0196
 DM0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0196'6.5 MI W FROM TEXARKANA.
 DM0196'6.5 MILES WEST OF, ALONG ST.L. - S.W. RY.  MILEPOST 426 PLUS 3 1/2
 DM0196'POLES INTERVALS, NEAR EAST END OF HARTMAN SIDING, AT EAST END OF
 DM0196'RAILROAD BRIDGE NO. 19, 8 FT. SOUTH OF RAILROAD CENTERLINE.  RIVET
 DM0196'CEMENTED IN TOP OF CONCRETE PARAPET WALL.  NOTE-- BRIDGE 19 HAS BEEN
 DM0196'REPLACED BY A CULVERT.  MARK MAY BE BURIED OR DESTROYED.
 DM0196
 DM0196                          STATION RECOVERY (1954)
 DM0196
 DM0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DM0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0197 ***********************************************************************
 DM0197  DESIGNATION -  RV 208
 DM0197  PID         -  DM0197
 DM0197  STATE/COUNTY-  TX/BOWIE
 DM0197  USGS QUAD   -  LEARY (1975)
 DM0197
 DM0197                         *CURRENT SURVEY CONTROL
 DM0197  ___________________________________________________________________
 DM0197* NAD 83(1986)-  33 23 09.     (N)    094 08 40.     (W)     SCALED    
 DM0197* NAVD 88     -        90.216  (meters)     295.98   (feet)  ADJUSTED  
 DM0197  ___________________________________________________________________
 DM0197  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0197  DYNAMIC HT  -          90.120 (meters)     295.67  (feet)  COMP
 DM0197  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 DM0197
 DM0197  VERT ORDER  -  SECOND    CLASS 0
 DM0197
 DM0197.The horizontal coordinates were scaled from a topographic map and have
 DM0197.an estimated accuracy of +/- 6 seconds.
 DM0197
 DM0197.The orthometric height was determined by differential leveling
 DM0197.and adjusted by the National Geodetic Survey in June 1991..
 DM0197
 DM0197.The geoid height was determined by GEOID03.
 DM0197
 DM0197.The dynamic height is computed by dividing the NAVD 88
 DM0197.geopotential number by the normal gravity value computed on the
 DM0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0197.degrees latitude (g = 980.6199 gals.).
 DM0197
 DM0197.The modeled gravity was interpolated from observed gravity values.
 DM0197
 DM0197;                    North         East    Units  Estimated Accuracy
 DM0197;SPC TXNC     - 2,199,040.    1,005,100.      MT  (+/- 180 meters Scaled)
 DM0197
 DM0197                          SUPERSEDED SURVEY CONTROL
 DM0197
 DM0197  NGVD 29 (??/??/92)   90.234  (m)          296.04   (f) ADJ UNCH    2 0
 DM0197
 DM0197.Superseded values are not recommended for survey control.
 DM0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0197.See file dsdata.txt to determine how the superseded data were derived.
 DM0197
 DM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS935946(NAD 83)
 DM0197_MARKER: R = RIVET
 DM0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0197_SP_SET: BRIDGE
 DM0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0197
 DM0197  HISTORY     - Date     Condition        Report By
 DM0197  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0197  HISTORY     - 1933     GOOD             NGS
 DM0197  HISTORY     - 1964     GOOD             NGS
 DM0197
 DM0197                          STATION DESCRIPTION
 DM0197
 DM0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0197'5.4 MI W FROM TEXARKANA.
 DM0197'5.4 MILES WEST OF, ALONG ST.L. - S.W. RY.  MILEPOST 424 PLUS 32 POLE
 DM0197'INTERVALS, 0.4 MILE EAST OF SLEDGE SIDING, AT EAST END OF RAILROAD
 DM0197'BRIDGE NO. 14, 8 FT. SOUTH OF RAILROAD CENTER-LINE.  RIVET CEMENTED IN
 DM0197'TOP OF CONCRETE PARAPET WALL.
 DM0197
 DM0197                          STATION RECOVERY (1964)
 DM0197
 DM0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0202 ***********************************************************************
 DM0202  DESIGNATION -  RV 209
 DM0202  PID         -  DM0202
 DM0202  STATE/COUNTY-  TX/BOWIE
 DM0202  USGS QUAD   -  TEXARKANA (1975)
 DM0202
 DM0202                         *CURRENT SURVEY CONTROL
 DM0202  ___________________________________________________________________
 DM0202* NAD 83(1986)-  33 24 56.     (N)    094 03 08.     (W)     SCALED    
 DM0202* NAVD 88     -        86.42   (+/-2cm)     283.5    (feet)  VERTCON   
 DM0202  ___________________________________________________________________
 DM0202  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0202
 DM0202  VERT ORDER  -  ? (See Below)
 DM0202
 DM0202.The horizontal coordinates were scaled from a topographic map and have
 DM0202.an estimated accuracy of +/- 6 seconds.
 DM0202
 DM0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0202.The vertical order pertains to the NGVD 29 superseded value.
 DM0202
 DM0202.The geoid height was determined by GEOID03.
 DM0202
 DM0202;                    North         East    Units  Estimated Accuracy
 DM0202;SPC TXNC     - 2,202,690.    1,013,530.      MT  (+/- 180 meters Scaled)
 DM0202
 DM0202                          SUPERSEDED SURVEY CONTROL
 DM0202
 DM0202  NGVD 29 (??/??/92)   86.434  (m)          283.58   (f) ADJ UNCH    ?  
 DM0202
 DM0202.Superseded values are not recommended for survey control.
 DM0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0202.See file dsdata.txt to determine how the superseded data were derived.
 DM0202
 DM0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS021978(NAD 83)
 DM0202_MARKER: R = RIVET
 DM0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0202_SP_SET: CONCRETE BASE
 DM0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0202
 DM0202  HISTORY     - Date     Condition        Report By
 DM0202  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0202  HISTORY     - 1933     GOOD             NGS
 DM0202  HISTORY     - 1935     GOOD             NGS
 DM0202  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0202
 DM0202                          STATION DESCRIPTION
 DM0202
 DM0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0202'IN TEXARKANA.
 DM0202'MILEPOST 419 PLUS 7 1/2 POLE INTERVALS, AT INTERSECTION OF K.C.S. AND
 DM0202'ST.L. - S.W. RAILROADS, 12 FT. NORTH OF ST.L. -S.W. RY.  MAIN LINE
 DM0202'CENTERLINE.  RIVET CEMENTED IN TOP OF CONCRETE BASE OF HOME SIGNAL
 DM0202'TOWER.
 DM0202
 DM0202                          STATION RECOVERY (1935)
 DM0202
 DM0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0202'RECOVERED IN GOOD CONDITION.
 DM0202
 DM0202                          STATION RECOVERY (1997)
 DM0202
 DM0202'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0412 ***********************************************************************
 CR0412  DESIGNATION -  RV 21
 CR0412  PID         -  CR0412
 CR0412  STATE/COUNTY-  TX/SMITH
 CR0412  USGS QUAD   -  TYLER SOUTH (1973)
 CR0412
 CR0412                         *CURRENT SURVEY CONTROL
 CR0412  ___________________________________________________________________
 CR0412* NAD 83(1986)-  32 17 23.     (N)    095 19 40.     (W)     SCALED    
 CR0412* NAVD 88     -       148.804  (meters)     488.20   (feet)  ADJUSTED  
 CR0412  ___________________________________________________________________
 CR0412  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0412  DYNAMIC HT  -         148.628 (meters)     487.62  (feet)  COMP
 CR0412  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 CR0412
 CR0412  VERT ORDER  -  FIRST     CLASS II
 CR0412
 CR0412.The horizontal coordinates were scaled from a topographic map and have
 CR0412.an estimated accuracy of +/- 6 seconds.
 CR0412
 CR0412.The orthometric height was determined by differential leveling
 CR0412.and adjusted by the National Geodetic Survey in June 1991..
 CR0412
 CR0412.The geoid height was determined by GEOID03.
 CR0412
 CR0412.The dynamic height is computed by dividing the NAVD 88
 CR0412.geopotential number by the normal gravity value computed on the
 CR0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0412.degrees latitude (g = 980.6199 gals.).
 CR0412
 CR0412.The modeled gravity was interpolated from observed gravity values.
 CR0412
 CR0412;                    North         East    Units  Estimated Accuracy
 CR0412;SPC TXNC     - 2,073,600.      898,750.      MT  (+/- 180 meters Scaled)
 CR0412
 CR0412                          SUPERSEDED SURVEY CONTROL
 CR0412
 CR0412  NGVD 29 (??/??/92)  148.825  (m)          488.27   (f) ADJ UNCH    1 2
 CR0412
 CR0412.Superseded values are not recommended for survey control.
 CR0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0412.See file dsdata.txt to determine how the superseded data were derived.
 CR0412
 CR0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR807749(NAD 83)
 CR0412_MARKER: R = RIVET
 CR0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0412_SP_SET: CULVERT
 CR0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0412
 CR0412  HISTORY     - Date     Condition        Report By
 CR0412  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0412  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0412  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0412
 CR0412                          STATION DESCRIPTION
 CR0412
 CR0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0412'5.4 MI S FROM TYLER.
 CR0412'5.4 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 CR0412'STATION AT TYLER, SMITH COUNTY, AT POLES 551-29-1/2, 75 FEET EAST OF
 CR0412'THE TRACK, AT A CONCETE-BOX CULVERT UNDER STATE HIGHWAY 37, AND IN THE
 CR0412'TOP OF THE NORTHWEST CORNER OF THE WEST CONCRETE COPING.  A STANDARD
 CR0412'MONEL-METAL RIVET.
 CR0412
 CR0412                          STATION RECOVERY (1996)
 CR0412
 CR0412'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0413 ***********************************************************************
 CR0413  DESIGNATION -  RV 22
 CR0413  PID         -  CR0413
 CR0413  STATE/COUNTY-  TX/SMITH
 CR0413  USGS QUAD   -  TYLER SOUTH (1973)
 CR0413
 CR0413                         *CURRENT SURVEY CONTROL
 CR0413  ___________________________________________________________________
 CR0413* NAD 83(1986)-  32 18 00.     (N)    095 19 26.     (W)     SCALED    
 CR0413* NAVD 88     -       152.101  (meters)     499.02   (feet)  ADJUSTED  
 CR0413  ___________________________________________________________________
 CR0413  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0413  DYNAMIC HT  -         151.922 (meters)     498.43  (feet)  COMP
 CR0413  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 CR0413
 CR0413  VERT ORDER  -  FIRST     CLASS II
 CR0413
 CR0413.The horizontal coordinates were scaled from a topographic map and have
 CR0413.an estimated accuracy of +/- 6 seconds.
 CR0413
 CR0413.The orthometric height was determined by differential leveling
 CR0413.and adjusted by the National Geodetic Survey in June 1991..
 CR0413.WARNING-Repeat measurements at this control monument indicate possible
 CR0413.vertical movement.
 CR0413
 CR0413.The geoid height was determined by GEOID03.
 CR0413
 CR0413.The dynamic height is computed by dividing the NAVD 88
 CR0413.geopotential number by the normal gravity value computed on the
 CR0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0413.degrees latitude (g = 980.6199 gals.).
 CR0413
 CR0413.The modeled gravity was interpolated from observed gravity values.
 CR0413
 CR0413;                    North         East    Units  Estimated Accuracy
 CR0413;SPC TXNC     - 2,074,750.      899,080.      MT  (+/- 180 meters Scaled)
 CR0413
 CR0413                          SUPERSEDED SURVEY CONTROL
 CR0413
 CR0413  NGVD 29 (??/??/92)  152.131  (m)          499.12   (f) ADJ UNCH    1 2
 CR0413
 CR0413.Superseded values are not recommended for survey control.
 CR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0413.See file dsdata.txt to determine how the superseded data were derived.
 CR0413
 CR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR811760(NAD 83)
 CR0413_MARKER: R = RIVET
 CR0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0413_SP_SET: CULVERT
 CR0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0413+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0413
 CR0413  HISTORY     - Date     Condition        Report By
 CR0413  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0413  HISTORY     - 1959     GOOD             NGS
 CR0413  HISTORY     - 20050712 GOOD             USPSQD
 CR0413
 CR0413                          STATION DESCRIPTION
 CR0413
 CR0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0413'5.15 MI S FROM TYLER.
 CR0413'ABOUT 1.9 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0413'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, THENCE ABOUT 3.25
 CR0413'MILES SOUTH ALONG A BRANCH LINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY,
 CR0413'4 1/2 POLES SOUTH OF MILEPOST 551, 13 1/2 FEET EAST OF THE EAST RAIL,
 CR0413'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A DOUBLE
 CR0413'CHANNEL CONCRETE CULVERT UNDER THE RAILROAD, AND ABOUT 4 FEET BELOW
 CR0413'THE LEVEL OF THE TRACKS.
 CR0413
 CR0413                          STATION RECOVERY (2005)
 CR0413
 CR0413'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0421 ***********************************************************************
 CR0421  DESIGNATION -  RV 22 A
 CR0421  PID         -  CR0421
 CR0421  STATE/COUNTY-  TX/SMITH
 CR0421  USGS QUAD   -  TYLER SOUTH (1973)
 CR0421
 CR0421                         *CURRENT SURVEY CONTROL
 CR0421  ___________________________________________________________________
 CR0421* NAD 83(1986)-  32 20 30.     (N)    095 19 18.     (W)     SCALED    
 CR0421* NAVD 88     -       179.096  (meters)     587.58   (feet)  ADJUSTED  
 CR0421  ___________________________________________________________________
 CR0421  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0421  DYNAMIC HT  -         178.886 (meters)     586.90  (feet)  COMP
 CR0421  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 CR0421
 CR0421  VERT ORDER  -  FIRST     CLASS II
 CR0421
 CR0421.The horizontal coordinates were scaled from a topographic map and have
 CR0421.an estimated accuracy of +/- 6 seconds.
 CR0421
 CR0421.The orthometric height was determined by differential leveling
 CR0421.and adjusted by the National Geodetic Survey in June 1991..
 CR0421
 CR0421.The geoid height was determined by GEOID03.
 CR0421
 CR0421.The dynamic height is computed by dividing the NAVD 88
 CR0421.geopotential number by the normal gravity value computed on the
 CR0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0421.degrees latitude (g = 980.6199 gals.).
 CR0421
 CR0421.The modeled gravity was interpolated from observed gravity values.
 CR0421
 CR0421;                    North         East    Units  Estimated Accuracy
 CR0421;SPC TXNC     - 2,079,380.      899,150.      MT  (+/- 180 meters Scaled)
 CR0421
 CR0421                          SUPERSEDED SURVEY CONTROL
 CR0421
 CR0421  NGVD 29 (??/??/92)  179.118  (m)          587.66   (f) ADJ UNCH    1 2
 CR0421
 CR0421.Superseded values are not recommended for survey control.
 CR0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0421.See file dsdata.txt to determine how the superseded data were derived.
 CR0421
 CR0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR814806(NAD 83)
 CR0421_MARKER: R = RIVET
 CR0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0421_SP_SET: CURB
 CR0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0421
 CR0421  HISTORY     - Date     Condition        Report By
 CR0421  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0421  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0421  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0421
 CR0421                          STATION DESCRIPTION
 CR0421
 CR0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0421'1.7 MI S FROM TYLER.
 CR0421'1.7 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 CR0421'STATION AT TYLER, SMITH COUNTY, 30 FEET SOUTH OF POLE 548-5, AT THE
 CR0421'INTERSECTION OF VINE AND DOBBS STREETS, 22 FEET WEST OF THE TRACK, AND
 CR0421'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE STREET CURB. A
 CR0421'STANDARD MONEL-METAL RIVET.  NOTE-- IN 1934 THE BENCH MARK WAS IN THE
 CR0421'END OF THE VINE STREET CURBING WHICH HAD NOT BEEN EXTENDED AROUND THE
 CR0421'CORNER.
 CR0421
 CR0421                          STATION RECOVERY (1996)
 CR0421
 CR0421'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0040 ***********************************************************************
 CU0040  DESIGNATION -  RV 23 PSFRR
 CU0040  PID         -  CU0040
 CU0040  STATE/COUNTY-  TX/FISHER
 CU0040  USGS QUAD   -  RAVEN CREEK NORTH (1984)
 CU0040
 CU0040                         *CURRENT SURVEY CONTROL
 CU0040  ___________________________________________________________________
 CU0040* NAD 83(1986)-  32 44 02.     (N)    100 14 33.     (W)     SCALED    
 CU0040* NAVD 88     -       560.358  (meters)    1838.44   (feet)  ADJUSTED  
 CU0040  ___________________________________________________________________
 CU0040  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CU0040  DYNAMIC HT  -         559.623 (meters)    1836.03  (feet)  COMP
 CU0040  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 CU0040
 CU0040  VERT ORDER  -  FIRST     CLASS II
 CU0040
 CU0040.The horizontal coordinates were scaled from a topographic map and have
 CU0040.an estimated accuracy of +/- 6 seconds.
 CU0040
 CU0040.The orthometric height was determined by differential leveling
 CU0040.and adjusted by the National Geodetic Survey in June 1991..
 CU0040
 CU0040.The geoid height was determined by GEOID03.
 CU0040
 CU0040.The dynamic height is computed by dividing the NAVD 88
 CU0040.geopotential number by the normal gravity value computed on the
 CU0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0040.degrees latitude (g = 980.6199 gals.).
 CU0040
 CU0040.The modeled gravity was interpolated from observed gravity values.
 CU0040
 CU0040;                    North         East    Units  Estimated Accuracy
 CU0040;SPC TXNC     - 2,119,700.      436,700.      MT  (+/- 180 meters Scaled)
 CU0040
 CU0040                          SUPERSEDED SURVEY CONTROL
 CU0040
 CU0040  NGVD 29 (??/??/92)  560.150  (m)         1837.76   (f) ADJ UNCH    1 2
 CU0040
 CU0040.Superseded values are not recommended for survey control.
 CU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0040.See file dsdata.txt to determine how the superseded data were derived.
 CU0040
 CU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB835224(NAD 83)
 CU0040_MARKER: R = RIVET
 CU0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0040+STABILITY: SURFACE MOTION
 CU0040
 CU0040  HISTORY     - Date     Condition        Report By
 CU0040  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0040  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0040  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0040
 CU0040                          STATION DESCRIPTION
 CU0040
 CU0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0040'0.8 MI NE FROM SYLVESTER.
 CU0040'0.8 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0040'SYLVESTER, FISHER COUNTY, AT MILEPOST 618, AND 48 FEET WEST OF THE
 CU0040'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CU0040'POST.
 CU0040
 CU0040                          STATION RECOVERY (1961)
 CU0040
 CU0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0430 ***********************************************************************
 CR0430  DESIGNATION -  RV 24
 CR0430  PID         -  CR0430
 CR0430  STATE/COUNTY-  TX/SMITH
 CR0430  USGS QUAD   -  TYLER SOUTH (1973)
 CR0430
 CR0430                         *CURRENT SURVEY CONTROL
 CR0430  ___________________________________________________________________
 CR0430* NAD 83(1986)-  32 21 17.     (N)    095 17 53.     (W)     SCALED    
 CR0430* NAVD 88     -       159.316  (meters)     522.69   (feet)  ADJUSTED  
 CR0430  ___________________________________________________________________
 CR0430  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR0430  DYNAMIC HT  -         159.129 (meters)     522.08  (feet)  COMP
 CR0430  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 CR0430
 CR0430  VERT ORDER  -  FIRST     CLASS II
 CR0430
 CR0430.The horizontal coordinates were scaled from a topographic map and have
 CR0430.an estimated accuracy of +/- 6 seconds.
 CR0430
 CR0430.The orthometric height was determined by differential leveling
 CR0430.and adjusted by the National Geodetic Survey in June 1991..
 CR0430.WARNING-Repeat measurements at this control monument indicate possible
 CR0430.vertical movement.
 CR0430
 CR0430.The geoid height was determined by GEOID03.
 CR0430
 CR0430.The dynamic height is computed by dividing the NAVD 88
 CR0430.geopotential number by the normal gravity value computed on the
 CR0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0430.degrees latitude (g = 980.6199 gals.).
 CR0430
 CR0430.The modeled gravity was interpolated from observed gravity values.
 CR0430
 CR0430;                    North         East    Units  Estimated Accuracy
 CR0430;SPC TXNC     - 2,080,890.      901,330.      MT  (+/- 180 meters Scaled)
 CR0430
 CR0430                          SUPERSEDED SURVEY CONTROL
 CR0430
 CR0430  NGVD 29 (??/??/92)  159.341  (m)          522.77   (f) ADJ UNCH    1 2
 CR0430
 CR0430.Superseded values are not recommended for survey control.
 CR0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0430.See file dsdata.txt to determine how the superseded data were derived.
 CR0430
 CR0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR837820(NAD 83)
 CR0430_MARKER: R = RIVET
 CR0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0430_SP_SET: FOUNDATION
 CR0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0430
 CR0430  HISTORY     - Date     Condition        Report By
 CR0430  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0430  HISTORY     - 1959     GOOD             NGS
 CR0430
 CR0430                          STATION DESCRIPTION
 CR0430
 CR0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0430'IN TYLER.
 CR0430'AT TYLER, 40 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE ST. LOUIS
 CR0430'SOUTHWESTERN RAILWAY STATION, 31 1/2 FEET NORTHWEST OF THE NORTHWEST
 CR0430'CORNER OF A WAREHOUSE, 17 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 CR0430'OF THE ST. LOUIS SOUTHWESTERN RAILWAY AND THE INTERNATIONAL-GREAT
 CR0430'NORTHERN RAILROAD, 10 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF
 CR0430'THE INTERNATIONAL-GREAT NORTHERN RAILROAD, 9 FEET SOUTH OF THE SOUTH
 CR0430'RAIL OF THE MAIN TRACK OF THE ST. LOUIS SOUTHWESTERN RAILWAY, IN THE
 CR0430'TOP OF THE NORTH SIDE OF AN ABANDONED CONCRETE FOUNDATION OF AN OLD
 CR0430'SAFETY GATE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0046 ***********************************************************************
 CU0046  DESIGNATION -  RV 25
 CU0046  PID         -  CU0046
 CU0046  STATE/COUNTY-  TX/FISHER
 CU0046  USGS QUAD   -  MC CAULLEY (1981)
 CU0046
 CU0046                         *CURRENT SURVEY CONTROL
 CU0046  ___________________________________________________________________
 CU0046* NAD 83(1986)-  32 45 26.     (N)    100 13 17.     (W)     SCALED    
 CU0046* NAVD 88     -       573.153  (meters)    1880.42   (feet)  ADJUSTED  
 CU0046  ___________________________________________________________________
 CU0046  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CU0046  DYNAMIC HT  -         572.404 (meters)    1877.96  (feet)  COMP
 CU0046  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 CU0046
 CU0046  VERT ORDER  -  FIRST     CLASS II
 CU0046
 CU0046.The horizontal coordinates were scaled from a topographic map and have
 CU0046.an estimated accuracy of +/- 6 seconds.
 CU0046
 CU0046.The orthometric height was determined by differential leveling
 CU0046.and adjusted by the National Geodetic Survey in June 1991..
 CU0046.WARNING-Repeat measurements at this control monument indicate possible
 CU0046.vertical movement.
 CU0046
 CU0046.The geoid height was determined by GEOID03.
 CU0046
 CU0046.The dynamic height is computed by dividing the NAVD 88
 CU0046.geopotential number by the normal gravity value computed on the
 CU0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0046.degrees latitude (g = 980.6199 gals.).
 CU0046
 CU0046.The modeled gravity was interpolated from observed gravity values.
 CU0046
 CU0046;                    North         East    Units  Estimated Accuracy
 CU0046;SPC TXNC     - 2,122,250.      438,720.      MT  (+/- 180 meters Scaled)
 CU0046
 CU0046                          SUPERSEDED SURVEY CONTROL
 CU0046
 CU0046  NGVD 29 (??/??/92)  572.924  (m)         1879.67   (f) ADJ UNCH    1 2
 CU0046
 CU0046.Superseded values are not recommended for survey control.
 CU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0046.See file dsdata.txt to determine how the superseded data were derived.
 CU0046
 CU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB855250(NAD 83)
 CU0046_MARKER: R = RIVET
 CU0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0046+STABILITY: SURFACE MOTION
 CU0046
 CU0046  HISTORY     - Date     Condition        Report By
 CU0046  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0046  HISTORY     - 1961     GOOD             NGS
 CU0046
 CU0046                          STATION DESCRIPTION
 CU0046
 CU0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0046'3.2 MI NE FROM SYLVESTER.
 CU0046'ABOUT 3.2 MILES NORTHEAST ALONG FARM ROAD 57 FROM THE INTERSECTION OF
 CU0046'THE ROAD AND FARM ROAD 1085 AT SYLVESTER, 0.15 MILE NORTHEAST OF U.S.
 CU0046'HIGHWAY 180 OVERPASS, 32 FEET NORTHWEST OF MILEPOST 616, 40 FEET
 CU0046'NORTHWEST OF THE NORTHWEST RAIL OF THE PANHANDLE AND SANTA FE RAILWAY,
 CU0046'9 FEET SOUTHEAST OF A FENCE, A METAL RIVET IN THE TOP OF A CONCRETE
 CU0046'POST THAT PROJECTS 6 INCHES, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 CU0046'THE TRACK.  NOTE-- THIS MARK IS LEANING TO THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0048 ***********************************************************************
 CU0048  DESIGNATION -  RV 26
 CU0048  PID         -  CU0048
 CU0048  STATE/COUNTY-  TX/FISHER
 CU0048  USGS QUAD   -  MC CAULLEY (1981)
 CU0048
 CU0048                         *CURRENT SURVEY CONTROL
 CU0048  ___________________________________________________________________
 CU0048* NAD 83(1986)-  32 46 13.     (N)    100 12 49.     (W)     SCALED    
 CU0048* NAVD 88     -       575.638  (meters)    1888.57   (feet)  ADJUSTED  
 CU0048  ___________________________________________________________________
 CU0048  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CU0048  DYNAMIC HT  -         574.886 (meters)    1886.11  (feet)  COMP
 CU0048  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 CU0048
 CU0048  VERT ORDER  -  FIRST     CLASS II
 CU0048
 CU0048.The horizontal coordinates were scaled from a topographic map and have
 CU0048.an estimated accuracy of +/- 6 seconds.
 CU0048
 CU0048.The orthometric height was determined by differential leveling
 CU0048.and adjusted by the National Geodetic Survey in June 1991..
 CU0048
 CU0048.The geoid height was determined by GEOID03.
 CU0048
 CU0048.The dynamic height is computed by dividing the NAVD 88
 CU0048.geopotential number by the normal gravity value computed on the
 CU0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0048.degrees latitude (g = 980.6199 gals.).
 CU0048
 CU0048.The modeled gravity was interpolated from observed gravity values.
 CU0048
 CU0048;                    North         East    Units  Estimated Accuracy
 CU0048;SPC TXNC     - 2,123,690.      439,470.      MT  (+/- 180 meters Scaled)
 CU0048
 CU0048                          SUPERSEDED SURVEY CONTROL
 CU0048
 CU0048  NGVD 29 (??/??/92)  575.410  (m)         1887.82   (f) ADJ UNCH    1 2
 CU0048
 CU0048.Superseded values are not recommended for survey control.
 CU0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0048.See file dsdata.txt to determine how the superseded data were derived.
 CU0048
 CU0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB863264(NAD 83)
 CU0048_MARKER: R = RIVET
 CU0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0048+STABILITY: SURFACE MOTION
 CU0048
 CU0048  HISTORY     - Date     Condition        Report By
 CU0048  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0048  HISTORY     - 1961     GOOD             NGS
 CU0048
 CU0048                          STATION DESCRIPTION
 CU0048
 CU0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0048'4.2 MI NE FROM SYLVESTER.
 CU0048'ABOUT 4.2 MILES NORTHEAST ALONG FARM ROAD 57 FROM THE INTERSECTION OF
 CU0048'THE ROAD WITH FARM ROAD 1085 AT SYLVESTER, 0.15 MILE NORTH OF A ROAD
 CU0048'CROSSING, 29 1/2 FEET WEST OF MILEPOST 615, 37 1/2 FEET WEST OF THE
 CU0048'WEST RAIL OF THE PANHANDLE AND SANTA FE RAILWAY, 10 FEET EAST OF A
 CU0048'FENCE, 3 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, A MONEL-METAL RIVET
 CU0048'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES, AND ABOUT 2 1/2
 CU0048'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0049 ***********************************************************************
 CU0049  DESIGNATION -  RV 27
 CU0049  PID         -  CU0049
 CU0049  STATE/COUNTY-  TX/FISHER
 CU0049  USGS QUAD   -  MC CAULLEY (1981)
 CU0049
 CU0049                         *CURRENT SURVEY CONTROL
 CU0049  ___________________________________________________________________
 CU0049* NAD 83(1986)-  32 46 59.     (N)    100 12 24.     (W)     SCALED    
 CU0049* NAVD 88     -       572.256  (meters)    1877.48   (feet)  ADJUSTED  
 CU0049  ___________________________________________________________________
 CU0049  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CU0049  DYNAMIC HT  -         571.510 (meters)    1875.03  (feet)  COMP
 CU0049  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 CU0049
 CU0049  VERT ORDER  -  FIRST     CLASS II
 CU0049
 CU0049.The horizontal coordinates were scaled from a topographic map and have
 CU0049.an estimated accuracy of +/- 6 seconds.
 CU0049
 CU0049.The orthometric height was determined by differential leveling
 CU0049.and adjusted by the National Geodetic Survey in June 1991..
 CU0049
 CU0049.The geoid height was determined by GEOID03.
 CU0049
 CU0049.The dynamic height is computed by dividing the NAVD 88
 CU0049.geopotential number by the normal gravity value computed on the
 CU0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0049.degrees latitude (g = 980.6199 gals.).
 CU0049
 CU0049.The modeled gravity was interpolated from observed gravity values.
 CU0049
 CU0049;                    North         East    Units  Estimated Accuracy
 CU0049;SPC TXNC     - 2,125,100.      440,140.      MT  (+/- 180 meters Scaled)
 CU0049
 CU0049                          SUPERSEDED SURVEY CONTROL
 CU0049
 CU0049  NGVD 29 (??/??/92)  572.048  (m)         1876.79   (f) ADJ UNCH    1 2
 CU0049
 CU0049.Superseded values are not recommended for survey control.
 CU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0049.See file dsdata.txt to determine how the superseded data were derived.
 CU0049
 CU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB870278(NAD 83)
 CU0049_MARKER: R = RIVET
 CU0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0049+STABILITY: SURFACE MOTION
 CU0049
 CU0049  HISTORY     - Date     Condition        Report By
 CU0049  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0049  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0049  HISTORY     - 1965     MARK NOT FOUND   USGS
 CU0049
 CU0049                          STATION DESCRIPTION
 CU0049
 CU0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0049'IN MCCAULLEY.
 CU0049'AT MCCAULLEY, FISHER COUNTY, ON THE PANHANDLE AND SANTA FE RAILWAY AT
 CU0049'MILEPOST 614, AND 38 FEET WEST OF THE TRACK.  A STANDARD MONEL-METAL
 CU0049'RIVET, SET IN THE TOP OF A CONCRETE POST.
 CU0049
 CU0049                          STATION RECOVERY (1965)
 CU0049
 CU0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CU0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0051 ***********************************************************************
 CU0051  DESIGNATION -  RV 28
 CU0051  PID         -  CU0051
 CU0051  STATE/COUNTY-  TX/FISHER
 CU0051  USGS QUAD   -  MC CAULLEY (1981)
 CU0051
 CU0051                         *CURRENT SURVEY CONTROL
 CU0051  ___________________________________________________________________
 CU0051* NAD 83(1986)-  32 47 44.     (N)    100 11 48.     (W)     SCALED    
 CU0051* NAVD 88     -       562.857  (meters)    1846.64   (feet)  ADJUSTED  
 CU0051  ___________________________________________________________________
 CU0051  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CU0051  DYNAMIC HT  -         562.125 (meters)    1844.24  (feet)  COMP
 CU0051  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 CU0051
 CU0051  VERT ORDER  -  FIRST     CLASS II
 CU0051
 CU0051.The horizontal coordinates were scaled from a topographic map and have
 CU0051.an estimated accuracy of +/- 6 seconds.
 CU0051
 CU0051.The orthometric height was determined by differential leveling
 CU0051.and adjusted by the National Geodetic Survey in June 1991..
 CU0051
 CU0051.The geoid height was determined by GEOID03.
 CU0051
 CU0051.The dynamic height is computed by dividing the NAVD 88
 CU0051.geopotential number by the normal gravity value computed on the
 CU0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0051.degrees latitude (g = 980.6199 gals.).
 CU0051
 CU0051.The modeled gravity was interpolated from observed gravity values.
 CU0051
 CU0051;                    North         East    Units  Estimated Accuracy
 CU0051;SPC TXNC     - 2,126,470.      441,100.      MT  (+/- 180 meters Scaled)
 CU0051
 CU0051                          SUPERSEDED SURVEY CONTROL
 CU0051
 CU0051  NGVD 29 (??/??/92)  562.651  (m)         1845.96   (f) ADJ UNCH    1 2
 CU0051
 CU0051.Superseded values are not recommended for survey control.
 CU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0051.See file dsdata.txt to determine how the superseded data were derived.
 CU0051
 CU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB879292(NAD 83)
 CU0051_MARKER: R = RIVET
 CU0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0051+STABILITY: SURFACE MOTION
 CU0051
 CU0051  HISTORY     - Date     Condition        Report By
 CU0051  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0051  HISTORY     - 1958     GOOD             NGS
 CU0051  HISTORY     - 1965     MARK NOT FOUND   USGS
 CU0051
 CU0051                          STATION DESCRIPTION
 CU0051
 CU0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0051'1.0 MI NE FROM MCCAULLEY.
 CU0051'1.0 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0051'MCCAULLEY, FISHER COUNTY, 4 FEET NORTH OF MILEPOST 613, AND 39 FEET
 CU0051'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CU0051'CONCRETE POST.  NOTE-- IT IS ABOUT 8 FEET EAST OF MILEPOST 613.
 CU0051
 CU0051                          STATION RECOVERY (1965)
 CU0051
 CU0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CU0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0053 ***********************************************************************
 CU0053  DESIGNATION -  RV 29
 CU0053  PID         -  CU0053
 CU0053  STATE/COUNTY-  TX/FISHER
 CU0053  USGS QUAD   -  MC CAULLEY (1981)
 CU0053
 CU0053                         *CURRENT SURVEY CONTROL
 CU0053  ___________________________________________________________________
 CU0053* NAD 83(1986)-  32 48 26.     (N)    100 11 10.     (W)     SCALED    
 CU0053* NAVD 88     -       555.493  (meters)    1822.48   (feet)  ADJUSTED  
 CU0053  ___________________________________________________________________
 CU0053  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CU0053  DYNAMIC HT  -         554.771 (meters)    1820.11  (feet)  COMP
 CU0053  MODELED GRAV-     979,321.4   (mgal)                       NAVD 88
 CU0053
 CU0053  VERT ORDER  -  FIRST     CLASS II
 CU0053
 CU0053.The horizontal coordinates were scaled from a topographic map and have
 CU0053.an estimated accuracy of +/- 6 seconds.
 CU0053
 CU0053.The orthometric height was determined by differential leveling
 CU0053.and adjusted by the National Geodetic Survey in June 1991..
 CU0053
 CU0053.The geoid height was determined by GEOID03.
 CU0053
 CU0053.The dynamic height is computed by dividing the NAVD 88
 CU0053.geopotential number by the normal gravity value computed on the
 CU0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0053.degrees latitude (g = 980.6199 gals.).
 CU0053
 CU0053.The modeled gravity was interpolated from observed gravity values.
 CU0053
 CU0053;                    North         East    Units  Estimated Accuracy
 CU0053;SPC TXNC     - 2,127,740.      442,110.      MT  (+/- 180 meters Scaled)
 CU0053
 CU0053                          SUPERSEDED SURVEY CONTROL
 CU0053
 CU0053  NGVD 29 (??/??/92)  555.290  (m)         1821.81   (f) ADJ UNCH    1 2
 CU0053
 CU0053.Superseded values are not recommended for survey control.
 CU0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0053.See file dsdata.txt to determine how the superseded data were derived.
 CU0053
 CU0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB889305(NAD 83)
 CU0053_MARKER: R = RIVET
 CU0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0053+STABILITY: SURFACE MOTION
 CU0053
 CU0053  HISTORY     - Date     Condition        Report By
 CU0053  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0053  HISTORY     - 1958     GOOD             NGS
 CU0053
 CU0053                          STATION DESCRIPTION
 CU0053
 CU0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0053'2.0 MI NE FROM MCCAULLEY.
 CU0053'2.0 MILES NORTHEAST ALONG PANHANDLE AND SANTA FE RAILWAY FROM MC
 CU0053'CAULLEY, FISHER COUNTY, 3 FEET SOUTH OF MILEPOST 612, AND 39 FEET WEST
 CU0053'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CU0053'CONCRETE POST.  NOTE-- IT IS 2 FEET SOUTHEAST OF POLE NO. 20 G WHICH
 CU0053'IS ALSO MILEPOST 612.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0430 ***********************************************************************
 DM0430  DESIGNATION -  RV 29
 DM0430  PID         -  DM0430
 DM0430  STATE/COUNTY-  TX/FRANKLIN
 DM0430  USGS QUAD   -  MOUNT VERNON (1964)
 DM0430
 DM0430                         *CURRENT SURVEY CONTROL
 DM0430  ___________________________________________________________________
 DM0430* NAD 83(1986)-  33 10 48.     (N)    095 11 05.     (W)     SCALED    
 DM0430* NAVD 88     -       137.034  (meters)     449.59   (feet)  ADJUSTED  
 DM0430  ___________________________________________________________________
 DM0430  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DM0430  DYNAMIC HT  -         136.884 (meters)     449.09  (feet)  COMP
 DM0430  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 DM0430
 DM0430  VERT ORDER  -  SECOND    CLASS 0
 DM0430
 DM0430.The horizontal coordinates were scaled from a topographic map and have
 DM0430.an estimated accuracy of +/- 6 seconds.
 DM0430
 DM0430.The orthometric height was determined by differential leveling
 DM0430.and adjusted by the National Geodetic Survey in June 1991..
 DM0430
 DM0430.The geoid height was determined by GEOID03.
 DM0430
 DM0430.The dynamic height is computed by dividing the NAVD 88
 DM0430.geopotential number by the normal gravity value computed on the
 DM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0430.degrees latitude (g = 980.6199 gals.).
 DM0430
 DM0430.The modeled gravity was interpolated from observed gravity values.
 DM0430
 DM0430;                    North         East    Units  Estimated Accuracy
 DM0430;SPC TXNC     - 2,172,690.      909,100.      MT  (+/- 180 meters Scaled)
 DM0430
 DM0430                          SUPERSEDED SURVEY CONTROL
 DM0430
 DM0430  NGVD 29 (??/??/92)  137.040  (m)          449.61   (f) ADJ UNCH    2 0
 DM0430
 DM0430.Superseded values are not recommended for survey control.
 DM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0430.See file dsdata.txt to determine how the superseded data were derived.
 DM0430
 DM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS963733(NAD 83)
 DM0430_MARKER: R = RIVET
 DM0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0430_SP_SET: ABUTMENT
 DM0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0430
 DM0430  HISTORY     - Date     Condition        Report By
 DM0430  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0430  HISTORY     - 1934     GOOD             NGS
 DM0430
 DM0430                          STATION DESCRIPTION
 DM0430
 DM0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0430'2.4 MI E FROM MOUNT VERNON.
 DM0430'ABOUT 2.4 MILES EAST ALONG THE ST LOUIS SOUTHWESTERN RAILWAY OF TEXAS
 DM0430'FROM THE STATION AT MOUNT VERNON, FRANKLIN COUNTY, AT MILEPOST 493+1,
 DM0430'AT BRIDGE 29, AND IN THE EAST CONCRETE BASE.  A STANDARD MONEL METAL
 DM0430'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1302 ***********************************************************************
 BY1302  DESIGNATION -  RV 3
 BY1302  PID         -  BY1302
 BY1302  STATE/COUNTY-  TX/CHEROKEE
 BY1302  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1302
 BY1302                         *CURRENT SURVEY CONTROL
 BY1302  ___________________________________________________________________
 BY1302* NAD 83(1986)-  31 59 23.     (N)    095 16 37.     (W)     SCALED    
 BY1302* NAVD 88     -       201.021  (meters)     659.52   (feet)  ADJUSTED  
 BY1302  ___________________________________________________________________
 BY1302  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BY1302  DYNAMIC HT  -         200.779 (meters)     658.72  (feet)  COMP
 BY1302  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 BY1302
 BY1302  VERT ORDER  -  FIRST     CLASS II
 BY1302
 BY1302.The horizontal coordinates were scaled from a topographic map and have
 BY1302.an estimated accuracy of +/- 6 seconds.
 BY1302
 BY1302.The orthometric height was determined by differential leveling
 BY1302.and adjusted by the National Geodetic Survey in June 1991..
 BY1302.WARNING-Repeat measurements at this control monument indicate possible
 BY1302.vertical movement.
 BY1302
 BY1302.The geoid height was determined by GEOID03.
 BY1302
 BY1302.The dynamic height is computed by dividing the NAVD 88
 BY1302.geopotential number by the normal gravity value computed on the
 BY1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1302.degrees latitude (g = 980.6199 gals.).
 BY1302
 BY1302.The modeled gravity was interpolated from observed gravity values.
 BY1302
 BY1302;                    North         East    Units  Estimated Accuracy
 BY1302;SPC TX C     - 3,268,400.    1,177,700.      MT  (+/- 180 meters Scaled)
 BY1302
 BY1302                          SUPERSEDED SURVEY CONTROL
 BY1302
 BY1302  NGVD 29 (??/??/92)  201.042  (m)          659.59   (f) ADJ UNCH    1 2
 BY1302
 BY1302.Superseded values are not recommended for survey control.
 BY1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1302.See file dsdata.txt to determine how the superseded data were derived.
 BY1302
 BY1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR848415(NAD 83)
 BY1302_MARKER: R = RIVET
 BY1302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1302_SP_SET: CULVERT
 BY1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1302
 BY1302  HISTORY     - Date     Condition        Report By
 BY1302  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY1302  HISTORY     - 1959     GOOD             NGS
 BY1302  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY1302
 BY1302                          STATION DESCRIPTION
 BY1302
 BY1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BY1302'2.45 MI N FROM JACKSONVILLE.
 BY1302'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1302'STATION AT JACKSONVILLE, THENCE ABOUT 2.25 MILES NORTH ALONG THE ST.
 BY1302'LOUIS SOUTHWESTERN RAILWAY, 248 FEET EAST OF THE EAST RAIL, AT A SMALL
 BY1302'CONCRETE PIPE CULVERT UNDER U. S. HIGHWAY 69, 20 FEET WEST OF THE
 BY1302'CENTER LINE OF THE HIGHWAY, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BY1302'HIGHWAY, AND IN THE TOP OF THE NORTHWEST CORNER OF THE WEST CONCRETE
 BY1302'HEAD WALL OF THE CULVERT.
 BY1302
 BY1302                          STATION RECOVERY (2004)
 BY1302
 BY1302'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0001 ***********************************************************************
 CU0001  DESIGNATION -  RV 3
 CU0001  PID         -  CU0001
 CU0001  STATE/COUNTY-  TX/NOLAN
 CU0001  USGS QUAD   -  SWEETWATER (1987)
 CU0001
 CU0001                         *CURRENT SURVEY CONTROL
 CU0001  ___________________________________________________________________
 CU0001* NAD 83(1986)-  32 29 58.     (N)    100 24 01.     (W)     SCALED    
 CU0001* NAVD 88     -       635.787  (meters)    2085.91   (feet)  ADJUSTED  
 CU0001  ___________________________________________________________________
 CU0001  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CU0001  DYNAMIC HT  -         634.943 (meters)    2083.14  (feet)  COMP
 CU0001  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 CU0001
 CU0001  VERT ORDER  -  FIRST     CLASS II
 CU0001
 CU0001.The horizontal coordinates were scaled from a topographic map and have
 CU0001.an estimated accuracy of +/- 6 seconds.
 CU0001
 CU0001.The orthometric height was determined by differential leveling
 CU0001.and adjusted by the National Geodetic Survey in June 1991..
 CU0001
 CU0001.The geoid height was determined by GEOID03.
 CU0001
 CU0001.The dynamic height is computed by dividing the NAVD 88
 CU0001.geopotential number by the normal gravity value computed on the
 CU0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0001.degrees latitude (g = 980.6199 gals.).
 CU0001
 CU0001.The modeled gravity was interpolated from observed gravity values.
 CU0001
 CU0001;                    North         East    Units  Estimated Accuracy
 CU0001;SPC TXNC     - 2,093,960.      421,440.      MT  (+/- 180 meters Scaled)
 CU0001
 CU0001                          SUPERSEDED SURVEY CONTROL
 CU0001
 CU0001  NGVD 29 (??/??/92)  635.566  (m)         2085.19   (f) ADJ UNCH    1 2
 CU0001
 CU0001.Superseded values are not recommended for survey control.
 CU0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0001.See file dsdata.txt to determine how the superseded data were derived.
 CU0001
 CU0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA684966(NAD 83)
 CU0001_MARKER: R = RIVET
 CU0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0001+STABILITY: SURFACE MOTION
 CU0001
 CU0001  HISTORY     - Date     Condition        Report By
 CU0001  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0001  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0001
 CU0001                          STATION DESCRIPTION
 CU0001
 CU0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0001'2.1 MI N FROM SWEETWATER.
 CU0001'2.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0001'SWEETWATER, NOLAN COUNTY, 175 FEET SOUTH OF MILEPOST 638, AND 38 FEET
 CU0001'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CU0001'CONCRETE POST.  NOTE-- THE MILEPOSTS IN THE AREA HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0035 ***********************************************************************
 GK0035  DESIGNATION -  RV 3
 GK0035  PID         -  GK0035
 GK0035  STATE/COUNTY-  TX/LIPSCOMB
 GK0035  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0035
 GK0035                         *CURRENT SURVEY CONTROL
 GK0035  ___________________________________________________________________
 GK0035* NAD 83(1986)-  36 07 09.     (N)    100 01 27.     (W)     SCALED    
 GK0035* NAVD 88     -       785.112  (meters)    2575.82   (feet)  ADJUSTED  
 GK0035  ___________________________________________________________________
 GK0035  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GK0035  DYNAMIC HT  -         784.299 (meters)    2573.15  (feet)  COMP
 GK0035  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 GK0035
 GK0035  VERT ORDER  -  FIRST     CLASS II
 GK0035
 GK0035.The horizontal coordinates were scaled from a topographic map and have
 GK0035.an estimated accuracy of +/- 6 seconds.
 GK0035
 GK0035.The orthometric height was determined by differential leveling
 GK0035.and adjusted by the National Geodetic Survey in June 1991..
 GK0035
 GK0035.The geoid height was determined by GEOID03.
 GK0035
 GK0035.The dynamic height is computed by dividing the NAVD 88
 GK0035.geopotential number by the normal gravity value computed on the
 GK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0035.degrees latitude (g = 980.6199 gals.).
 GK0035
 GK0035.The modeled gravity was interpolated from observed gravity values.
 GK0035
 GK0035;                    North         East    Units  Estimated Accuracy
 GK0035;SPC TX N     - 1,236,090.      332,860.      MT  (+/- 180 meters Scaled)
 GK0035
 GK0035                          SUPERSEDED SURVEY CONTROL
 GK0035
 GK0035  NGVD 29 (??/??/92)  784.785  (m)         2574.75   (f) ADJ UNCH    1 2
 GK0035
 GK0035.Superseded values are not recommended for survey control.
 GK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0035.See file dsdata.txt to determine how the superseded data were derived.
 GK0035
 GK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME078976(NAD 83)
 GK0035_MARKER: R = RIVET
 GK0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0035_SP_SET: FOUNDATION
 GK0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0035
 GK0035  HISTORY     - Date     Condition        Report By
 GK0035  HISTORY     - UNK      MONUMENTED       CGS
 GK0035  HISTORY     - 1934     GOOD             NGS
 GK0035
 GK0035                          STATION DESCRIPTION
 GK0035
 GK0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0035'IN HIGGINS.
 GK0035'IN THE TOP OF SOUTHEAST CORNER OF CONCRETE FOUNDATION OF THE MOST
 GK0035'NORTHERLY WATER CRANE.  275 FEET NORTHEAST OF ATCHISON TOPEKA AND
 GK0035'SANTA FE RAILROAD DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0054 ***********************************************************************
 CU0054  DESIGNATION -  RV 30
 CU0054  PID         -  CU0054
 CU0054  STATE/COUNTY-  TX/FISHER
 CU0054  USGS QUAD   -  MC CAULLEY (1981)
 CU0054
 CU0054                         *CURRENT SURVEY CONTROL
 CU0054  ___________________________________________________________________
 CU0054* NAD 83(1986)-  32 49 07.     (N)    100 10 32.     (W)     SCALED    
 CU0054* NAVD 88     -       549.490  (meters)    1802.79   (feet)  ADJUSTED  
 CU0054  ___________________________________________________________________
 CU0054  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CU0054  DYNAMIC HT  -         548.777 (meters)    1800.45  (feet)  COMP
 CU0054  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 CU0054
 CU0054  VERT ORDER  -  FIRST     CLASS II
 CU0054
 CU0054.The horizontal coordinates were scaled from a topographic map and have
 CU0054.an estimated accuracy of +/- 6 seconds.
 CU0054
 CU0054.The orthometric height was determined by differential leveling
 CU0054.and adjusted by the National Geodetic Survey in June 1991..
 CU0054
 CU0054.The geoid height was determined by GEOID03.
 CU0054
 CU0054.The dynamic height is computed by dividing the NAVD 88
 CU0054.geopotential number by the normal gravity value computed on the
 CU0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0054.degrees latitude (g = 980.6199 gals.).
 CU0054
 CU0054.The modeled gravity was interpolated from observed gravity values.
 CU0054
 CU0054;                    North         East    Units  Estimated Accuracy
 CU0054;SPC TXNC     - 2,128,990.      443,120.      MT  (+/- 180 meters Scaled)
 CU0054
 CU0054                          SUPERSEDED SURVEY CONTROL
 CU0054
 CU0054  NGVD 29 (??/??/92)  549.288  (m)         1802.12   (f) ADJ UNCH    1 2
 CU0054
 CU0054.Superseded values are not recommended for survey control.
 CU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0054.See file dsdata.txt to determine how the superseded data were derived.
 CU0054
 CU0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB899317(NAD 83)
 CU0054_MARKER: R = RIVET
 CU0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0054+STABILITY: SURFACE MOTION
 CU0054
 CU0054  HISTORY     - Date     Condition        Report By
 CU0054  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0054  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0054  HISTORY     - 1965     MARK NOT FOUND   USGS
 CU0054
 CU0054                          STATION DESCRIPTION
 CU0054
 CU0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0054'3.0 MI NE FROM MCCAULLEY.
 CU0054'3.0 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MC
 CU0054'CAULLEY, FISHER COUNTY, 6 FEET NORTH OF MILEPOST 611, AND 40 FEET WEST
 CU0054'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CU0054'CONCRETE POST.  NOTE-- SAND HAD DRIFTED ALONG THE RIGHT OF WAY OF THE
 CU0054'RAILROAD AND MARK MAY BE THREE OR FOUR FEET BELOW THE SURFACE OF THE
 CU0054'GROUND.
 CU0054
 CU0054                          STATION RECOVERY (1965)
 CU0054
 CU0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CU0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0055 ***********************************************************************
 CU0055  DESIGNATION -  RV 31
 CU0055  PID         -  CU0055
 CU0055  STATE/COUNTY-  TX/FISHER
 CU0055  USGS QUAD   -  MC CAULLEY (1981)
 CU0055
 CU0055                         *CURRENT SURVEY CONTROL
 CU0055  ___________________________________________________________________
 CU0055* NAD 83(1986)-  32 49 49.     (N)    100 09 55.     (W)     SCALED    
 CU0055* NAVD 88     -       545.597  (meters)    1790.01   (feet)  ADJUSTED  
 CU0055  ___________________________________________________________________
 CU0055  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CU0055  DYNAMIC HT  -         544.890 (meters)    1787.69  (feet)  COMP
 CU0055  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 CU0055
 CU0055  VERT ORDER  -  FIRST     CLASS II
 CU0055
 CU0055.The horizontal coordinates were scaled from a topographic map and have
 CU0055.an estimated accuracy of +/- 6 seconds.
 CU0055
 CU0055.The orthometric height was determined by differential leveling
 CU0055.and adjusted by the National Geodetic Survey in June 1991..
 CU0055
 CU0055.The geoid height was determined by GEOID03.
 CU0055
 CU0055.The dynamic height is computed by dividing the NAVD 88
 CU0055.geopotential number by the normal gravity value computed on the
 CU0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0055.degrees latitude (g = 980.6199 gals.).
 CU0055
 CU0055.The modeled gravity was interpolated from observed gravity values.
 CU0055
 CU0055;                    North         East    Units  Estimated Accuracy
 CU0055;SPC TXNC     - 2,130,270.      444,100.      MT  (+/- 180 meters Scaled)
 CU0055
 CU0055                          SUPERSEDED SURVEY CONTROL
 CU0055
 CU0055  NGVD 29 (??/??/92)  545.397  (m)         1789.36   (f) ADJ UNCH    1 2
 CU0055
 CU0055.Superseded values are not recommended for survey control.
 CU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0055.See file dsdata.txt to determine how the superseded data were derived.
 CU0055
 CU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB909330(NAD 83)
 CU0055_MARKER: R = RIVET
 CU0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0055+STABILITY: SURFACE MOTION
 CU0055
 CU0055  HISTORY     - Date     Condition        Report By
 CU0055  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0055  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0055
 CU0055                          STATION DESCRIPTION
 CU0055
 CU0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0055'4.0 MI N FROM MCCAULLEY.
 CU0055'4.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0055'MCCAULLEY, FISHER COUNTY, 8 FEET NORTH OF MILEPOST 610, AND 40 FEET
 CU0055'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CU0055'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0060 ***********************************************************************
 CU0060  DESIGNATION -  RV 34
 CU0060  PID         -  CU0060
 CU0060  STATE/COUNTY-  TX/JONES
 CU0060  USGS QUAD   -  MC CAULLEY (1981)
 CU0060
 CU0060                         *CURRENT SURVEY CONTROL
 CU0060  ___________________________________________________________________
 CU0060* NAD 83(1986)-  32 51 53.     (N)    100 08 04.     (W)     SCALED    
 CU0060* NAVD 88     -       526.319  (meters)    1726.76   (feet)  ADJUSTED  
 CU0060  ___________________________________________________________________
 CU0060  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CU0060  DYNAMIC HT  -         525.640 (meters)    1724.54  (feet)  COMP
 CU0060  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 CU0060
 CU0060  VERT ORDER  -  FIRST     CLASS II
 CU0060
 CU0060.The horizontal coordinates were scaled from a topographic map and have
 CU0060.an estimated accuracy of +/- 6 seconds.
 CU0060
 CU0060.The orthometric height was determined by differential leveling
 CU0060.and adjusted by the National Geodetic Survey in June 1991..
 CU0060
 CU0060.The geoid height was determined by GEOID03.
 CU0060
 CU0060.The dynamic height is computed by dividing the NAVD 88
 CU0060.geopotential number by the normal gravity value computed on the
 CU0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0060.degrees latitude (g = 980.6199 gals.).
 CU0060
 CU0060.The modeled gravity was interpolated from observed gravity values.
 CU0060
 CU0060;                    North         East    Units  Estimated Accuracy
 CU0060;SPC TXNC     - 2,134,040.      447,050.      MT  (+/- 180 meters Scaled)
 CU0060
 CU0060                          SUPERSEDED SURVEY CONTROL
 CU0060
 CU0060  NGVD 29 (??/??/92)  526.125  (m)         1726.13   (f) ADJ UNCH    1 2
 CU0060
 CU0060.Superseded values are not recommended for survey control.
 CU0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0060.See file dsdata.txt to determine how the superseded data were derived.
 CU0060
 CU0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB938368(NAD 83)
 CU0060_MARKER: R = RIVET
 CU0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0060+STABILITY: SURFACE MOTION
 CU0060
 CU0060  HISTORY     - Date     Condition        Report By
 CU0060  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0060  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0060  HISTORY     - 1965     MARK NOT FOUND   USGS
 CU0060
 CU0060                          STATION DESCRIPTION
 CU0060
 CU0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0060'1.0 MI S FROM HAMLIN.
 CU0060'1.0 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM HAMLIN,
 CU0060'JONES COUNTY, AT MILEPOST 607, AND 36 FEET WEST OF THE TRACK.  A
 CU0060'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 CU0060'IN MANY PLACES, ALONG THE RAILROAD RIGHT OF WAY, BETWEEN HAMLIN AND
 CU0060'SWEETWATER SAND AND SOIL HAS DRIFTED TO DEPTHS OF THREE AND FOUR FEET.
 CU0060'SOME OF THE MARKS MAY STILL BE IN PLACE BUT DUE TO DRIFTED SOIL
 CU0060'RECOVERY WOULD BE VERY DIFFICULT.
 CU0060
 CU0060                          STATION RECOVERY (1965)
 CU0060
 CU0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CU0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0061 ***********************************************************************
 CU0061  DESIGNATION -  RV 35
 CU0061  PID         -  CU0061
 CU0061  STATE/COUNTY-  TX/JONES
 CU0061  USGS QUAD   -  HAMLIN NW (1965)
 CU0061
 CU0061                         *CURRENT SURVEY CONTROL
 CU0061  ___________________________________________________________________
 CU0061* NAD 83(1986)-  32 52 37.     (N)    100 07 32.     (W)     SCALED    
 CU0061* NAVD 88     -       523.190  (meters)    1716.50   (feet)  ADJUSTED  
 CU0061  ___________________________________________________________________
 CU0061  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CU0061  DYNAMIC HT  -         522.518 (meters)    1714.29  (feet)  COMP
 CU0061  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 CU0061
 CU0061  VERT ORDER  -  FIRST     CLASS II
 CU0061
 CU0061.The horizontal coordinates were scaled from a topographic map and have
 CU0061.an estimated accuracy of +/- 6 seconds.
 CU0061
 CU0061.The orthometric height was determined by differential leveling
 CU0061.and adjusted by the National Geodetic Survey in June 1991..
 CU0061
 CU0061.The geoid height was determined by GEOID03.
 CU0061
 CU0061.The dynamic height is computed by dividing the NAVD 88
 CU0061.geopotential number by the normal gravity value computed on the
 CU0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0061.degrees latitude (g = 980.6199 gals.).
 CU0061
 CU0061.The modeled gravity was interpolated from observed gravity values.
 CU0061
 CU0061;                    North         East    Units  Estimated Accuracy
 CU0061;SPC TXNC     - 2,135,380.      447,900.      MT  (+/- 180 meters Scaled)
 CU0061
 CU0061                          SUPERSEDED SURVEY CONTROL
 CU0061
 CU0061  NGVD 29 (??/??/92)  522.997  (m)         1715.87   (f) ADJ UNCH    1 2
 CU0061
 CU0061.Superseded values are not recommended for survey control.
 CU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0061.See file dsdata.txt to determine how the superseded data were derived.
 CU0061
 CU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB947382(NAD 83)
 CU0061_MARKER: R = RIVET
 CU0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0061+STABILITY: SURFACE MOTION
 CU0061
 CU0061  HISTORY     - Date     Condition        Report By
 CU0061  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0061  HISTORY     - 1958     GOOD             NGS
 CU0061  HISTORY     - 1965     MARK NOT FOUND   USGS
 CU0061
 CU0061                          STATION DESCRIPTION
 CU0061
 CU0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0061'IN HAMLIN.
 CU0061'AT HAMLIN, JONES COUNTY, ON THE PANHANDLE AND SANTA FE RAILWAY, AT
 CU0061'MILEPOST 606, AND 40 FEET WEST OF THE TRACK.  A STANDARD MONEL-METAL
 CU0061'RIVET, SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 2 1/2 FEET
 CU0061'EAST OF MILEPOST 606 AND 8 INCHES BELOW THE SURFACE OF THE GROUND.
 CU0061
 CU0061                          STATION RECOVERY (1965)
 CU0061
 CU0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CU0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0435 ***********************************************************************
 DM0435  DESIGNATION -  RV 36 A
 DM0435  PID         -  DM0435
 DM0435  STATE/COUNTY-  TX/FRANKLIN
 DM0435  USGS QUAD   -  MOUNT VERNON (1964)
 DM0435
 DM0435                         *CURRENT SURVEY CONTROL
 DM0435  ___________________________________________________________________
 DM0435* NAD 83(1986)-  33 11 10.     (N)    095 13 59.     (W)     SCALED    
 DM0435* NAVD 88     -       146.325  (meters)     480.07   (feet)  ADJUSTED  
 DM0435  ___________________________________________________________________
 DM0435  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DM0435  DYNAMIC HT  -         146.165 (meters)     479.54  (feet)  COMP
 DM0435  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 DM0435
 DM0435  VERT ORDER  -  SECOND    CLASS 0
 DM0435
 DM0435.The horizontal coordinates were scaled from a topographic map and have
 DM0435.an estimated accuracy of +/- 6 seconds.
 DM0435
 DM0435.The orthometric height was determined by differential leveling
 DM0435.and adjusted by the National Geodetic Survey in June 1991..
 DM0435
 DM0435.The geoid height was determined by GEOID03.
 DM0435
 DM0435.The dynamic height is computed by dividing the NAVD 88
 DM0435.geopotential number by the normal gravity value computed on the
 DM0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0435.degrees latitude (g = 980.6199 gals.).
 DM0435
 DM0435.The modeled gravity was interpolated from observed gravity values.
 DM0435
 DM0435;                    North         East    Units  Estimated Accuracy
 DM0435;SPC TXNC     - 2,173,230.      904,580.      MT  (+/- 180 meters Scaled)
 DM0435
 DM0435                          SUPERSEDED SURVEY CONTROL
 DM0435
 DM0435  NGVD 29 (??/??/92)  146.330  (m)          480.08   (f) ADJ UNCH    2 0
 DM0435
 DM0435.Superseded values are not recommended for survey control.
 DM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0435.See file dsdata.txt to determine how the superseded data were derived.
 DM0435
 DM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS918741(NAD 83)
 DM0435_MARKER: R = RIVET
 DM0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0435_SP_SET: ABUTMENT
 DM0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0435
 DM0435  HISTORY     - Date     Condition        Report By
 DM0435  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0435  HISTORY     - 1934     GOOD             NGS
 DM0435
 DM0435                          STATION DESCRIPTION
 DM0435
 DM0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0435'0.5 MI W FROM MOUNT VERNON.
 DM0435'0.5 MILES W OF AND ALONG THE ST. L AND SW R R.  IN THE W ABUTMENT OF
 DM0435'BRIDGE 36A.  AT MILE POST 496/0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0065 ***********************************************************************
 CU0065  DESIGNATION -  RV 37
 CU0065  PID         -  CU0065
 CU0065  STATE/COUNTY-  TX/JONES
 CU0065  USGS QUAD   -  HAMLIN NE (1965)
 CU0065
 CU0065                         *CURRENT SURVEY CONTROL
 CU0065  ___________________________________________________________________
 CU0065* NAD 83(1986)-  32 54 05.     (N)    100 06 21.     (W)     SCALED    
 CU0065* NAVD 88     -       519.394  (meters)    1704.05   (feet)  ADJUSTED  
 CU0065  ___________________________________________________________________
 CU0065  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CU0065  DYNAMIC HT  -         518.728 (meters)    1701.86  (feet)  COMP
 CU0065  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 CU0065
 CU0065  VERT ORDER  -  FIRST     CLASS II
 CU0065
 CU0065.The horizontal coordinates were scaled from a topographic map and have
 CU0065.an estimated accuracy of +/- 6 seconds.
 CU0065
 CU0065.The orthometric height was determined by differential leveling
 CU0065.and adjusted by the National Geodetic Survey in June 1991..
 CU0065
 CU0065.The geoid height was determined by GEOID03.
 CU0065
 CU0065.The dynamic height is computed by dividing the NAVD 88
 CU0065.geopotential number by the normal gravity value computed on the
 CU0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0065.degrees latitude (g = 980.6199 gals.).
 CU0065
 CU0065.The modeled gravity was interpolated from observed gravity values.
 CU0065
 CU0065;                    North         East    Units  Estimated Accuracy
 CU0065;SPC TXNC     - 2,138,070.      449,790.      MT  (+/- 180 meters Scaled)
 CU0065
 CU0065                          SUPERSEDED SURVEY CONTROL
 CU0065
 CU0065  NGVD 29 (??/??/92)  519.203  (m)         1703.42   (f) ADJ UNCH    1 2
 CU0065
 CU0065.Superseded values are not recommended for survey control.
 CU0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0065.See file dsdata.txt to determine how the superseded data were derived.
 CU0065
 CU0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB965408(NAD 83)
 CU0065_MARKER: R = RIVET
 CU0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0065+STABILITY: SURFACE MOTION
 CU0065
 CU0065  HISTORY     - Date     Condition        Report By
 CU0065  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0065  HISTORY     - 1958     GOOD             NGS
 CU0065
 CU0065                          STATION DESCRIPTION
 CU0065
 CU0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0065'2.0 MI N FROM HAMLIN.
 CU0065'2.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM HAMLIN,
 CU0065'JONES COUNTY, 175 FEET NORTH OF MILEPOST 604, AND 48 FEET WEST OF THE
 CU0065'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CU0065'POST.  NOTE-- MARK IS ABOUT 6 FEET NORTHWEST OF THE 1ST POLE NORTHEAST
 CU0065'OF MILEPOST 604.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0067 ***********************************************************************
 CU0067  DESIGNATION -  RV 38
 CU0067  PID         -  CU0067
 CU0067  STATE/COUNTY-  TX/JONES
 CU0067  USGS QUAD   -  HAMLIN NE (1965)
 CU0067
 CU0067                         *CURRENT SURVEY CONTROL
 CU0067  ___________________________________________________________________
 CU0067* NAD 83(1986)-  32 54 40.     (N)    100 05 35.     (W)     SCALED    
 CU0067* NAVD 88     -       520.959  (meters)    1709.18   (feet)  ADJUSTED  
 CU0067  ___________________________________________________________________
 CU0067  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CU0067  DYNAMIC HT  -         520.291 (meters)    1706.99  (feet)  COMP
 CU0067  MODELED GRAV-     979,341.2   (mgal)                       NAVD 88
 CU0067
 CU0067  VERT ORDER  -  FIRST     CLASS II
 CU0067
 CU0067.The horizontal coordinates were scaled from a topographic map and have
 CU0067.an estimated accuracy of +/- 6 seconds.
 CU0067
 CU0067.The orthometric height was determined by differential leveling
 CU0067.and adjusted by the National Geodetic Survey in June 1991..
 CU0067
 CU0067.The geoid height was determined by GEOID03.
 CU0067
 CU0067.The dynamic height is computed by dividing the NAVD 88
 CU0067.geopotential number by the normal gravity value computed on the
 CU0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0067.degrees latitude (g = 980.6199 gals.).
 CU0067
 CU0067.The modeled gravity was interpolated from observed gravity values.
 CU0067
 CU0067;                    North         East    Units  Estimated Accuracy
 CU0067;SPC TXNC     - 2,139,130.      451,000.      MT  (+/- 180 meters Scaled)
 CU0067
 CU0067                          SUPERSEDED SURVEY CONTROL
 CU0067
 CU0067  NGVD 29 (??/??/92)  520.767  (m)         1708.55   (f) ADJ UNCH    1 2
 CU0067
 CU0067.Superseded values are not recommended for survey control.
 CU0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0067.See file dsdata.txt to determine how the superseded data were derived.
 CU0067
 CU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB977419(NAD 83)
 CU0067_MARKER: R = RIVET
 CU0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0067+STABILITY: SURFACE MOTION
 CU0067
 CU0067  HISTORY     - Date     Condition        Report By
 CU0067  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0067  HISTORY     - 1958     GOOD             NGS
 CU0067
 CU0067                          STATION DESCRIPTION
 CU0067
 CU0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0067'3.0 MI N FROM HAMLIN.
 CU0067'3.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM HAMLIN,
 CU0067'JONES COUNTY, AT MILEPOST 603, AND 39 FEET WEST OF THE TRACK.  A
 CU0067'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 CU0067'MARK IS 5 FEET SOUTHEAST OF MILEPOST 603.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0068 ***********************************************************************
 CU0068  DESIGNATION -  RV 39
 CU0068  PID         -  CU0068
 CU0068  STATE/COUNTY-  TX/JONES
 CU0068  USGS QUAD   -  HAMLIN NE (1965)
 CU0068
 CU0068                         *CURRENT SURVEY CONTROL
 CU0068  ___________________________________________________________________
 CU0068* NAD 83(1986)-  32 55 06.     (N)    100 04 44.     (W)     SCALED    
 CU0068* NAVD 88     -       521.639  (meters)    1711.41   (feet)  ADJUSTED  
 CU0068  ___________________________________________________________________
 CU0068  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CU0068  DYNAMIC HT  -         520.971 (meters)    1709.22  (feet)  COMP
 CU0068  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 CU0068
 CU0068  VERT ORDER  -  FIRST     CLASS II
 CU0068
 CU0068.The horizontal coordinates were scaled from a topographic map and have
 CU0068.an estimated accuracy of +/- 6 seconds.
 CU0068
 CU0068.The orthometric height was determined by differential leveling
 CU0068.and adjusted by the National Geodetic Survey in June 1991..
 CU0068
 CU0068.The geoid height was determined by GEOID03.
 CU0068
 CU0068.The dynamic height is computed by dividing the NAVD 88
 CU0068.geopotential number by the normal gravity value computed on the
 CU0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0068.degrees latitude (g = 980.6199 gals.).
 CU0068
 CU0068.The modeled gravity was interpolated from observed gravity values.
 CU0068
 CU0068;                    North         East    Units  Estimated Accuracy
 CU0068;SPC TXNC     - 2,139,910.      452,340.      MT  (+/- 180 meters Scaled)
 CU0068
 CU0068                          SUPERSEDED SURVEY CONTROL
 CU0068
 CU0068  NGVD 29 (??/??/92)  521.448  (m)         1710.78   (f) ADJ UNCH    1 2
 CU0068
 CU0068.Superseded values are not recommended for survey control.
 CU0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0068.See file dsdata.txt to determine how the superseded data were derived.
 CU0068
 CU0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB991427(NAD 83)
 CU0068_MARKER: R = RIVET
 CU0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0068+STABILITY: SURFACE MOTION
 CU0068
 CU0068  HISTORY     - Date     Condition        Report By
 CU0068  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0068  HISTORY     - 1958     POOR             NGS
 CU0068
 CU0068                          STATION DESCRIPTION
 CU0068
 CU0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0068'4.0 MI N FROM HAMLIN.
 CU0068'4.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM HAMLIN,
 CU0068'JONES COUNTY, AT MILEPOST 602, AND 39 FEET WEST OF THE TRACK.  A
 CU0068'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 CU0068'THE MARK IS 5 1/2 FEET SOUTHEAST OF MILEPOST 602 BUT THE CONCRETE POST
 CU0068'WAS FOUND TO BE TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0363 ***********************************************************************
 CR0363  DESIGNATION -  RV 4
 CR0363  PID         -  CR0363
 CR0363  STATE/COUNTY-  TX/CHEROKEE
 CR0363  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0363
 CR0363                         *CURRENT SURVEY CONTROL
 CR0363  ___________________________________________________________________
 CR0363* NAD 83(1986)-  32 00 12.     (N)    095 16 45.     (W)     SCALED    
 CR0363* NAVD 88     -       216.049  (meters)     708.82   (feet)  ADJUSTED  
 CR0363  ___________________________________________________________________
 CR0363  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR0363  DYNAMIC HT  -         215.789 (meters)     707.97  (feet)  COMP
 CR0363  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 CR0363
 CR0363  VERT ORDER  -  FIRST     CLASS II
 CR0363
 CR0363.The horizontal coordinates were scaled from a topographic map and have
 CR0363.an estimated accuracy of +/- 6 seconds.
 CR0363
 CR0363.The orthometric height was determined by differential leveling
 CR0363.and adjusted by the National Geodetic Survey in June 1991..
 CR0363.WARNING-Repeat measurements at this control monument indicate possible
 CR0363.vertical movement.
 CR0363
 CR0363.The geoid height was determined by GEOID03.
 CR0363
 CR0363.The dynamic height is computed by dividing the NAVD 88
 CR0363.geopotential number by the normal gravity value computed on the
 CR0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0363.degrees latitude (g = 980.6199 gals.).
 CR0363
 CR0363.The modeled gravity was interpolated from observed gravity values.
 CR0363
 CR0363;                    North         East    Units  Estimated Accuracy
 CR0363;SPC TX C     - 3,269,890.    1,177,420.      MT  (+/- 180 meters Scaled)
 CR0363
 CR0363                          SUPERSEDED SURVEY CONTROL
 CR0363
 CR0363  NGVD 29 (??/??/92)  216.07   (m)          708.9    (f) COMPUTED    1 2
 CR0363
 CR0363.Superseded values are not recommended for survey control.
 CR0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0363.See file dsdata.txt to determine how the superseded data were derived.
 CR0363
 CR0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR847430(NAD 83)
 CR0363_MARKER: R = RIVET
 CR0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0363_SP_SET: CULVERT
 CR0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0363
 CR0363  HISTORY     - Date     Condition        Report By
 CR0363  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0363  HISTORY     - 1959     GOOD             NGS
 CR0363  HISTORY     - 19960420 GOOD             USPSQD
 CR0363  HISTORY     - 20040605 GOOD             USPSQD
 CR0363
 CR0363                          STATION DESCRIPTION
 CR0363
 CR0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0363'3.5 MI N FROM JACKSONVILLE.
 CR0363'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CR0363'STATION AT JACKSONVILLE, THENCE ABOUT 3.3 MILES NORTH ALONG THE ST.
 CR0363'LOUIS SOUTHWESTERN RAILWAY, AT A CONCRETE BOX CULVERT UNDER U. S.
 CR0363'HIGHWAY 69, ABOUT 0.6 MILE NORTH OF MILEPOST 574, 82 1/2 FEET EAST OF
 CR0363'THE EAST RAIL, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD
 CR0363'WALL OF THE CULVERT, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CR0363'ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 CR0363'TRACKS.
 CR0363
 CR0363                          STATION RECOVERY (1996)
 CR0363
 CR0363'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0363'RECOVERED IN GOOD CONDITION.
 CR0363
 CR0363                          STATION RECOVERY (2004)
 CR0363
 CR0363'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0037 ***********************************************************************
 GK0037  DESIGNATION -  RV 4
 GK0037  PID         -  GK0037
 GK0037  STATE/COUNTY-  TX/LIPSCOMB
 GK0037  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0037
 GK0037                         *CURRENT SURVEY CONTROL
 GK0037  ___________________________________________________________________
 GK0037* NAD 83(1986)-  36 07 12.     (N)    100 01 15.     (W)     SCALED    
 GK0037* NAVD 88     -       784.004  (meters)    2572.19   (feet)  ADJUSTED  
 GK0037  ___________________________________________________________________
 GK0037  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GK0037  DYNAMIC HT  -         783.192 (meters)    2569.52  (feet)  COMP
 GK0037  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 GK0037
 GK0037  VERT ORDER  -  FIRST     CLASS II
 GK0037
 GK0037.The horizontal coordinates were scaled from a topographic map and have
 GK0037.an estimated accuracy of +/- 6 seconds.
 GK0037
 GK0037.The orthometric height was determined by differential leveling
 GK0037.and adjusted by the National Geodetic Survey in June 1991..
 GK0037
 GK0037.The geoid height was determined by GEOID03.
 GK0037
 GK0037.The dynamic height is computed by dividing the NAVD 88
 GK0037.geopotential number by the normal gravity value computed on the
 GK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0037.degrees latitude (g = 980.6199 gals.).
 GK0037
 GK0037.The modeled gravity was interpolated from observed gravity values.
 GK0037
 GK0037;                    North         East    Units  Estimated Accuracy
 GK0037;SPC TX N     - 1,236,190.      333,160.      MT  (+/- 180 meters Scaled)
 GK0037
 GK0037                          SUPERSEDED SURVEY CONTROL
 GK0037
 GK0037  NGVD 29 (??/??/92)  783.678  (m)         2571.12   (f) ADJ UNCH    1 2
 GK0037
 GK0037.Superseded values are not recommended for survey control.
 GK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0037.See file dsdata.txt to determine how the superseded data were derived.
 GK0037
 GK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME081977(NAD 83)
 GK0037_MARKER: R = RIVET
 GK0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0037_SP_SET: CULVERT
 GK0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0037
 GK0037  HISTORY     - Date     Condition        Report By
 GK0037  HISTORY     - UNK      MONUMENTED       CGS
 GK0037  HISTORY     - 1934     GOOD             NGS
 GK0037
 GK0037                          STATION DESCRIPTION
 GK0037
 GK0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0037'0.1 MI NE FROM HIGGINS.
 GK0037'0.1 MILES NORTHEAST OF NEW HIGGINS HOTEL, AT HIGGINS IN THE TOP OF THE
 GK0037'NORTH WEST CONCRETE HEADWALL OF CULVER NO. 428A 27 FEET NORTHWEST OF
 GK0037'THE CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0071 ***********************************************************************
 CU0071  DESIGNATION -  RV 41
 CU0071  PID         -  CU0071
 CU0071  STATE/COUNTY-  TX/JONES
 CU0071  USGS QUAD   -  HAMLIN NE (1965)
 CU0071
 CU0071                         *CURRENT SURVEY CONTROL
 CU0071  ___________________________________________________________________
 CU0071* NAD 83(1986)-  32 55 39.     (N)    100 02 47.     (W)     SCALED    
 CU0071* NAVD 88     -       518.316  (meters)    1700.51   (feet)  ADJUSTED  
 CU0071  ___________________________________________________________________
 CU0071  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CU0071  DYNAMIC HT  -         517.653 (meters)    1698.33  (feet)  COMP
 CU0071  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 CU0071
 CU0071  VERT ORDER  -  FIRST     CLASS II
 CU0071
 CU0071.The horizontal coordinates were scaled from a topographic map and have
 CU0071.an estimated accuracy of +/- 6 seconds.
 CU0071
 CU0071.The orthometric height was determined by differential leveling
 CU0071.and adjusted by the National Geodetic Survey in June 1991..
 CU0071
 CU0071.The geoid height was determined by GEOID03.
 CU0071
 CU0071.The dynamic height is computed by dividing the NAVD 88
 CU0071.geopotential number by the normal gravity value computed on the
 CU0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0071.degrees latitude (g = 980.6199 gals.).
 CU0071
 CU0071.The modeled gravity was interpolated from observed gravity values.
 CU0071
 CU0071;                    North         East    Units  Estimated Accuracy
 CU0071;SPC TXNC     - 2,140,880.      455,390.      MT  (+/- 180 meters Scaled)
 CU0071
 CU0071                          SUPERSEDED SURVEY CONTROL
 CU0071
 CU0071  NGVD 29 (??/??/92)  518.126  (m)         1699.89   (f) ADJ UNCH    1 2
 CU0071
 CU0071.Superseded values are not recommended for survey control.
 CU0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0071.See file dsdata.txt to determine how the superseded data were derived.
 CU0071
 CU0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB021437(NAD 83)
 CU0071_MARKER: R = RIVET
 CU0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0071+STABILITY: SURFACE MOTION
 CU0071
 CU0071  HISTORY     - Date     Condition        Report By
 CU0071  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0071  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0071
 CU0071                          STATION DESCRIPTION
 CU0071
 CU0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0071'6.1 MI N FROM HAMLIN.
 CU0071'6.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM HAMLIN,
 CU0071'JONES COUNTY, AT MILEPOST 600, AND 47 FEET WEST OF THE TRACK.  A
 CU0071'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0072 ***********************************************************************
 CU0072  DESIGNATION -  RV 42
 CU0072  PID         -  CU0072
 CU0072  STATE/COUNTY-  TX/JONES
 CU0072  USGS QUAD   -  HAMLIN NE (1965)
 CU0072
 CU0072                         *CURRENT SURVEY CONTROL
 CU0072  ___________________________________________________________________
 CU0072* NAD 83(1986)-  32 56 16.     (N)    100 02 08.     (W)     SCALED    
 CU0072* NAVD 88     -       514.016  (meters)    1686.40   (feet)  ADJUSTED  
 CU0072  ___________________________________________________________________
 CU0072  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CU0072  DYNAMIC HT  -         513.359 (meters)    1684.25  (feet)  COMP
 CU0072  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 CU0072
 CU0072  VERT ORDER  -  FIRST     CLASS II
 CU0072
 CU0072.The horizontal coordinates were scaled from a topographic map and have
 CU0072.an estimated accuracy of +/- 6 seconds.
 CU0072
 CU0072.The orthometric height was determined by differential leveling
 CU0072.and adjusted by the National Geodetic Survey in June 1991..
 CU0072
 CU0072.The geoid height was determined by GEOID03.
 CU0072
 CU0072.The dynamic height is computed by dividing the NAVD 88
 CU0072.geopotential number by the normal gravity value computed on the
 CU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0072.degrees latitude (g = 980.6199 gals.).
 CU0072
 CU0072.The modeled gravity was interpolated from observed gravity values.
 CU0072
 CU0072;                    North         East    Units  Estimated Accuracy
 CU0072;SPC TXNC     - 2,142,000.      456,420.      MT  (+/- 180 meters Scaled)
 CU0072
 CU0072                          SUPERSEDED SURVEY CONTROL
 CU0072
 CU0072  NGVD 29 (??/??/92)  513.828  (m)         1685.78   (f) ADJ UNCH    1 2
 CU0072
 CU0072.Superseded values are not recommended for survey control.
 CU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0072.See file dsdata.txt to determine how the superseded data were derived.
 CU0072
 CU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB031448(NAD 83)
 CU0072_MARKER: R = RIVET
 CU0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0072+STABILITY: SURFACE MOTION
 CU0072
 CU0072  HISTORY     - Date     Condition        Report By
 CU0072  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0072  HISTORY     - 1958     GOOD             NGS
 CU0072
 CU0072                          STATION DESCRIPTION
 CU0072
 CU0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0072'7.1 MI N FROM HAMLIN.
 CU0072'7.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM HAMLIN,
 CU0072'JONES COUNTY, AT MILEPOST 599, AND 50 FEET WEST OF THE TRACK.  A
 CU0072'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 CU0072'MARK IS 7 1/2 FEET WEST-NORTHWEST OF MILEPOST 599.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0073 ***********************************************************************
 CU0073  DESIGNATION -  RV 43
 CU0073  PID         -  CU0073
 CU0073  STATE/COUNTY-  TX/JONES
 CU0073  USGS QUAD   -  HAMLIN NE (1965)
 CU0073
 CU0073                         *CURRENT SURVEY CONTROL
 CU0073  ___________________________________________________________________
 CU0073* NAD 83(1986)-  32 57 01.     (N)    100 01 36.     (W)     SCALED    
 CU0073* NAVD 88     -       509.909  (meters)    1672.93   (feet)  ADJUSTED  
 CU0073  ___________________________________________________________________
 CU0073  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CU0073  DYNAMIC HT  -         509.258 (meters)    1670.79  (feet)  COMP
 CU0073  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 CU0073
 CU0073  VERT ORDER  -  FIRST     CLASS II
 CU0073
 CU0073.The horizontal coordinates were scaled from a topographic map and have
 CU0073.an estimated accuracy of +/- 6 seconds.
 CU0073
 CU0073.The orthometric height was determined by differential leveling
 CU0073.and adjusted by the National Geodetic Survey in June 1991..
 CU0073
 CU0073.The geoid height was determined by GEOID03.
 CU0073
 CU0073.The dynamic height is computed by dividing the NAVD 88
 CU0073.geopotential number by the normal gravity value computed on the
 CU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0073.degrees latitude (g = 980.6199 gals.).
 CU0073
 CU0073.The modeled gravity was interpolated from observed gravity values.
 CU0073
 CU0073;                    North         East    Units  Estimated Accuracy
 CU0073;SPC TXNC     - 2,143,380.      457,270.      MT  (+/- 180 meters Scaled)
 CU0073
 CU0073                          SUPERSEDED SURVEY CONTROL
 CU0073
 CU0073  NGVD 29 (??/??/92)  509.723  (m)         1672.32   (f) ADJ UNCH    1 2
 CU0073
 CU0073.Superseded values are not recommended for survey control.
 CU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0073.See file dsdata.txt to determine how the superseded data were derived.
 CU0073
 CU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB040462(NAD 83)
 CU0073_MARKER: R = RIVET
 CU0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0073+STABILITY: SURFACE MOTION
 CU0073
 CU0073  HISTORY     - Date     Condition        Report By
 CU0073  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0073  HISTORY     - 1958     GOOD             NGS
 CU0073
 CU0073                          STATION DESCRIPTION
 CU0073
 CU0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0073'8.1 MI N FROM HAMLIN.
 CU0073'8.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM HAMLIN,
 CU0073'JONES COUNTY, AT MILEPOST 598, AND 48 FEET WEST OF THE TRACK.  A
 CU0073'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 CU0073'MARK IS 4 1/2 FEET WEST OF MILEPOST 598.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0075 ***********************************************************************
 CU0075  DESIGNATION -  RV 44
 CU0075  PID         -  CU0075
 CU0075  STATE/COUNTY-  TX/STONEWALL
 CU0075  USGS QUAD   -  HAMLIN NE (1965)
 CU0075
 CU0075                         *CURRENT SURVEY CONTROL
 CU0075  ___________________________________________________________________
 CU0075* NAD 83(1986)-  32 57 46.     (N)    100 01 06.     (W)     SCALED    
 CU0075* NAVD 88     -       506.431  (meters)    1661.52   (feet)  ADJUSTED  
 CU0075  ___________________________________________________________________
 CU0075  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CU0075  DYNAMIC HT  -         505.785 (meters)    1659.40  (feet)  COMP
 CU0075  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 CU0075
 CU0075  VERT ORDER  -  FIRST     CLASS II
 CU0075
 CU0075.The horizontal coordinates were scaled from a topographic map and have
 CU0075.an estimated accuracy of +/- 6 seconds.
 CU0075
 CU0075.The orthometric height was determined by differential leveling
 CU0075.and adjusted by the National Geodetic Survey in June 1991..
 CU0075
 CU0075.The geoid height was determined by GEOID03.
 CU0075
 CU0075.The dynamic height is computed by dividing the NAVD 88
 CU0075.geopotential number by the normal gravity value computed on the
 CU0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0075.degrees latitude (g = 980.6199 gals.).
 CU0075
 CU0075.The modeled gravity was interpolated from observed gravity values.
 CU0075
 CU0075;                    North         East    Units  Estimated Accuracy
 CU0075;SPC TXNC     - 2,144,750.      458,070.      MT  (+/- 180 meters Scaled)
 CU0075
 CU0075                          SUPERSEDED SURVEY CONTROL
 CU0075
 CU0075  NGVD 29 (??/??/92)  506.247  (m)         1660.91   (f) ADJ UNCH    1 2
 CU0075
 CU0075.Superseded values are not recommended for survey control.
 CU0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0075.See file dsdata.txt to determine how the superseded data were derived.
 CU0075
 CU0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB048476(NAD 83)
 CU0075_MARKER: R = RIVET
 CU0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0075+STABILITY: SURFACE MOTION
 CU0075
 CU0075  HISTORY     - Date     Condition        Report By
 CU0075  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0075  HISTORY     - 1958     GOOD             NGS
 CU0075  HISTORY     - 1965     MARK NOT FOUND   USGS
 CU0075
 CU0075                          STATION DESCRIPTION
 CU0075
 CU0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0075'8.0 MI S FROM SAGERTON.
 CU0075'IN STONEWALL COUNTY, 8.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE
 CU0075'RAILWAY FROM SAGERTON, HASKELL COUNTY, AT MILEPOST 597, AND 48 FEET
 CU0075'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CU0075'CONCRETE POST.  NOTE-- MARK IS 3 FEET NORTH OF MILEPOST 596.
 CU0075
 CU0075                          STATION RECOVERY (1965)
 CU0075
 CU0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CU0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0076 ***********************************************************************
 CU0076  DESIGNATION -  RV 45
 CU0076  PID         -  CU0076
 CU0076  STATE/COUNTY-  TX/STONEWALL
 CU0076  USGS QUAD   -  HAMLIN NE (1965)
 CU0076
 CU0076                         *CURRENT SURVEY CONTROL
 CU0076  ___________________________________________________________________
 CU0076* NAD 83(1986)-  32 58 32.     (N)    100 00 33.     (W)     SCALED    
 CU0076* NAVD 88     -       502.844  (meters)    1649.75   (feet)  ADJUSTED  
 CU0076  ___________________________________________________________________
 CU0076  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CU0076  DYNAMIC HT  -         502.203 (meters)    1647.64  (feet)  COMP
 CU0076  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 CU0076
 CU0076  VERT ORDER  -  FIRST     CLASS II
 CU0076
 CU0076.The horizontal coordinates were scaled from a topographic map and have
 CU0076.an estimated accuracy of +/- 6 seconds.
 CU0076
 CU0076.The orthometric height was determined by differential leveling
 CU0076.and adjusted by the National Geodetic Survey in June 1991..
 CU0076
 CU0076.The geoid height was determined by GEOID03.
 CU0076
 CU0076.The dynamic height is computed by dividing the NAVD 88
 CU0076.geopotential number by the normal gravity value computed on the
 CU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0076.degrees latitude (g = 980.6199 gals.).
 CU0076
 CU0076.The modeled gravity was interpolated from observed gravity values.
 CU0076
 CU0076;                    North         East    Units  Estimated Accuracy
 CU0076;SPC TXNC     - 2,146,160.      458,950.      MT  (+/- 180 meters Scaled)
 CU0076
 CU0076                          SUPERSEDED SURVEY CONTROL
 CU0076
 CU0076  NGVD 29 (??/??/92)  502.661  (m)         1649.15   (f) ADJ UNCH    1 2
 CU0076
 CU0076.Superseded values are not recommended for survey control.
 CU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0076.See file dsdata.txt to determine how the superseded data were derived.
 CU0076
 CU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB057490(NAD 83)
 CU0076_MARKER: R = RIVET
 CU0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0076+STABILITY: SURFACE MOTION
 CU0076
 CU0076  HISTORY     - Date     Condition        Report By
 CU0076  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0076  HISTORY     - 1958     GOOD             NGS
 CU0076
 CU0076                          STATION DESCRIPTION
 CU0076
 CU0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0076'7.0 MI S FROM SAGERTON.
 CU0076'IN STONEWALL COUNTY, 7.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE
 CU0076'RAILWAY FROM SAGERTON, HASKELL COUNTY, AT MILEPOST 596, AND 48 FEET
 CU0076'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CU0076'CONCRETE POST.  NOTE-- MARK IS 3 FEET NORTH OF MILEPOST 596.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0706 ***********************************************************************
 CT0706  DESIGNATION -  RV 46
 CT0706  PID         -  CT0706
 CT0706  STATE/COUNTY-  TX/STONEWALL
 CT0706  USGS QUAD   -  TUXEDO (1981)
 CT0706
 CT0706                         *CURRENT SURVEY CONTROL
 CT0706  ___________________________________________________________________
 CT0706* NAD 83(1986)-  32 59 19.     (N)    100 00 00.     (W)     SCALED    
 CT0706* NAVD 88     -       499.476  (meters)    1638.70   (feet)  ADJUSTED  
 CT0706  ___________________________________________________________________
 CT0706  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0706  DYNAMIC HT  -         498.839 (meters)    1636.61  (feet)  COMP
 CT0706  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 CT0706
 CT0706  VERT ORDER  -  FIRST     CLASS II
 CT0706
 CT0706.The horizontal coordinates were scaled from a topographic map and have
 CT0706.an estimated accuracy of +/- 6 seconds.
 CT0706
 CT0706.The orthometric height was determined by differential leveling
 CT0706.and adjusted by the National Geodetic Survey in June 1991..
 CT0706
 CT0706.The geoid height was determined by GEOID03.
 CT0706
 CT0706.The dynamic height is computed by dividing the NAVD 88
 CT0706.geopotential number by the normal gravity value computed on the
 CT0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0706.degrees latitude (g = 980.6199 gals.).
 CT0706
 CT0706.The modeled gravity was interpolated from observed gravity values.
 CT0706
 CT0706;                    North         East    Units  Estimated Accuracy
 CT0706;SPC TXNC     - 2,147,590.      459,830.      MT  (+/- 180 meters Scaled)
 CT0706
 CT0706                          SUPERSEDED SURVEY CONTROL
 CT0706
 CT0706  NGVD 29 (??/??/92)  499.292  (m)         1638.09   (f) ADJ UNCH    1 2
 CT0706
 CT0706.Superseded values are not recommended for survey control.
 CT0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0706.See file dsdata.txt to determine how the superseded data were derived.
 CT0706
 CT0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB065504(NAD 83)
 CT0706_MARKER: DB = BENCH MARK DISK
 CT0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0706+STABILITY: SURFACE MOTION
 CT0706
 CT0706  HISTORY     - Date     Condition        Report By
 CT0706  HISTORY     - UNK      MONUMENTED       ATSFRR
 CT0706  HISTORY     - 1958     GOOD             NGS
 CT0706  HISTORY     - 1965     POOR             USGS
 CT0706
 CT0706                          STATION DESCRIPTION
 CT0706
 CT0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0706'6.0 MI S FROM SAGERTON.
 CT0706'IN STONEWALL COUNTY, 6.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE
 CT0706'RAILWAY FROM SAGERTON, HASKELL COUNTY, AT MILEPOST 595, AND 48 FEET
 CT0706'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CT0706'CONCRETE POST.  NOTE-- MARK IS 2 FEET WEST OF MILEPOST 595.
 CT0706
 CT0706                          STATION RECOVERY (1965)
 CT0706
 CT0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0706'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0458 ***********************************************************************
 DO0458  DESIGNATION -  RV 47
 DO0458  PID         -  DO0458
 DO0458  STATE/COUNTY-  TX/STONEWALL
 DO0458  USGS QUAD   -  SAGERTON (1964)
 DO0458
 DO0458                         *CURRENT SURVEY CONTROL
 DO0458  ___________________________________________________________________
 DO0458* NAD 83(1986)-  33 00 02.     (N)    099 59 32.     (W)     SCALED    
 DO0458* NAVD 88     -       500.078  (meters)    1640.67   (feet)  ADJUSTED  
 DO0458  ___________________________________________________________________
 DO0458  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DO0458  DYNAMIC HT  -         499.441 (meters)    1638.58  (feet)  COMP
 DO0458  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 DO0458
 DO0458  VERT ORDER  -  FIRST     CLASS II
 DO0458
 DO0458.The horizontal coordinates were scaled from a topographic map and have
 DO0458.an estimated accuracy of +/- 6 seconds.
 DO0458
 DO0458.The orthometric height was determined by differential leveling
 DO0458.and adjusted by the National Geodetic Survey in June 1991..
 DO0458
 DO0458.The geoid height was determined by GEOID03.
 DO0458
 DO0458.The dynamic height is computed by dividing the NAVD 88
 DO0458.geopotential number by the normal gravity value computed on the
 DO0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0458.degrees latitude (g = 980.6199 gals.).
 DO0458
 DO0458.The modeled gravity was interpolated from observed gravity values.
 DO0458
 DO0458;                    North         East    Units  Estimated Accuracy
 DO0458;SPC TXNC     - 2,148,910.      460,570.      MT  (+/- 180 meters Scaled)
 DO0458
 DO0458                          SUPERSEDED SURVEY CONTROL
 DO0458
 DO0458  NGVD 29 (??/??/92)  499.894  (m)         1640.07   (f) ADJ UNCH    1 2
 DO0458
 DO0458.Superseded values are not recommended for survey control.
 DO0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0458.See file dsdata.txt to determine how the superseded data were derived.
 DO0458
 DO0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB073517(NAD 83)
 DO0458_MARKER: R = RIVET
 DO0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0458+STABILITY: SURFACE MOTION
 DO0458
 DO0458  HISTORY     - Date     Condition        Report By
 DO0458  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0458  HISTORY     - 1958     GOOD             NGS
 DO0458
 DO0458                          STATION DESCRIPTION
 DO0458
 DO0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0458'5.0 MI S FROM SAGERTON.
 DO0458'IN STONEWALL COUNTY, 5.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE
 DO0458'RAILWAY FROM SAGERTON, HASKELL COUNTY AT MILEPOST 594, AND 40 FEET
 DO0458'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 DO0458'CONCRETE POST.  NOTE-- MARK IS 3 FEET EAST OF MILEPOST 594.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0459 ***********************************************************************
 DO0459  DESIGNATION -  RV 48
 DO0459  PID         -  DO0459
 DO0459  STATE/COUNTY-  TX/HASKELL
 DO0459  USGS QUAD   -  SAGERTON (1964)
 DO0459
 DO0459                         *CURRENT SURVEY CONTROL
 DO0459  ___________________________________________________________________
 DO0459* NAD 83(1986)-  33 00 51.     (N)    099 59 08.     (W)     SCALED    
 DO0459* NAVD 88     -       502.688  (meters)    1649.24   (feet)  ADJUSTED  
 DO0459  ___________________________________________________________________
 DO0459  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DO0459  DYNAMIC HT  -         502.049 (meters)    1647.14  (feet)  COMP
 DO0459  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 DO0459
 DO0459  VERT ORDER  -  FIRST     CLASS II
 DO0459
 DO0459.The horizontal coordinates were scaled from a topographic map and have
 DO0459.an estimated accuracy of +/- 6 seconds.
 DO0459
 DO0459.The orthometric height was determined by differential leveling
 DO0459.and adjusted by the National Geodetic Survey in June 1991..
 DO0459
 DO0459.The geoid height was determined by GEOID03.
 DO0459
 DO0459.The dynamic height is computed by dividing the NAVD 88
 DO0459.geopotential number by the normal gravity value computed on the
 DO0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0459.degrees latitude (g = 980.6199 gals.).
 DO0459
 DO0459.The modeled gravity was interpolated from observed gravity values.
 DO0459
 DO0459;                    North         East    Units  Estimated Accuracy
 DO0459;SPC TXNC     - 2,150,410.      461,220.      MT  (+/- 180 meters Scaled)
 DO0459
 DO0459                          SUPERSEDED SURVEY CONTROL
 DO0459
 DO0459  NGVD 29 (??/??/92)  502.505  (m)         1648.64   (f) ADJ UNCH    1 2
 DO0459
 DO0459.Superseded values are not recommended for survey control.
 DO0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0459.See file dsdata.txt to determine how the superseded data were derived.
 DO0459
 DO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB079532(NAD 83)
 DO0459_MARKER: R = RIVET
 DO0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0459+STABILITY: SURFACE MOTION
 DO0459
 DO0459  HISTORY     - Date     Condition        Report By
 DO0459  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0459  HISTORY     - 1958     GOOD             NGS
 DO0459
 DO0459                          STATION DESCRIPTION
 DO0459
 DO0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0459'4.0 MI S FROM SAGERTON.
 DO0459'4.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0459'SAGERTON, HASKELL COUNTY, AT MILEPOST 593, AND 39 FEET WEST OF THE
 DO0459'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0459'POST.  NOTE-- MARK IS 5 FEET EAST OF MILEPOST 594.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0426 ***********************************************************************
 DM0426  DESIGNATION -  RV 489+8
 DM0426  PID         -  DM0426
 DM0426  STATE/COUNTY-  TX/TITUS
 DM0426  USGS QUAD   -  WINFIELD (1965)
 DM0426
 DM0426                         *CURRENT SURVEY CONTROL
 DM0426  ___________________________________________________________________
 DM0426* NAD 83(1986)-  33 10 00.     (N)    095 07 27.     (W)     SCALED    
 DM0426* NAVD 88     -       138.195  (meters)     453.39   (feet)  ADJUSTED  
 DM0426  ___________________________________________________________________
 DM0426  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DM0426  DYNAMIC HT  -         138.043 (meters)     452.90  (feet)  COMP
 DM0426  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 DM0426
 DM0426  VERT ORDER  -  SECOND    CLASS 0
 DM0426
 DM0426.The horizontal coordinates were scaled from a topographic map and have
 DM0426.an estimated accuracy of +/- 6 seconds.
 DM0426
 DM0426.The orthometric height was determined by differential leveling
 DM0426.and adjusted by the National Geodetic Survey in June 1991..
 DM0426
 DM0426.The geoid height was determined by GEOID03.
 DM0426
 DM0426.The dynamic height is computed by dividing the NAVD 88
 DM0426.geopotential number by the normal gravity value computed on the
 DM0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0426.degrees latitude (g = 980.6199 gals.).
 DM0426
 DM0426.The modeled gravity was interpolated from observed gravity values.
 DM0426
 DM0426;                    North         East    Units  Estimated Accuracy
 DM0426;SPC TXNC     - 2,171,390.      914,790.      MT  (+/- 180 meters Scaled)
 DM0426
 DM0426                          SUPERSEDED SURVEY CONTROL
 DM0426
 DM0426  NGVD 29 (??/??/92)  138.200  (m)          453.41   (f) ADJ UNCH    2 0
 DM0426
 DM0426.Superseded values are not recommended for survey control.
 DM0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0426.See file dsdata.txt to determine how the superseded data were derived.
 DM0426
 DM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS019717(NAD 83)
 DM0426_MARKER: R = RIVET
 DM0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0426_SP_SET: CULVERT
 DM0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0426
 DM0426  HISTORY     - Date     Condition        Report By
 DM0426  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0426  HISTORY     - 1934     GOOD             NGS
 DM0426
 DM0426                          STATION DESCRIPTION
 DM0426
 DM0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0426'0.7 MI W FROM WINFIELD.
 DM0426'0.7 MI W OF AND ALONG THE ST. L AND SW R R.  IN THE COPING OF
 DM0426'HEADWALL.  NE CORNER OF PIPE CULVERT.  MILE POST 489+8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0461 ***********************************************************************
 DO0461  DESIGNATION -  RV 49
 DO0461  PID         -  DO0461
 DO0461  STATE/COUNTY-  TX/HASKELL
 DO0461  USGS QUAD   -  SAGERTON (1964)
 DO0461
 DO0461                         *CURRENT SURVEY CONTROL
 DO0461  ___________________________________________________________________
 DO0461* NAD 83(1986)-  33 01 41.     (N)    099 58 50.     (W)     SCALED    
 DO0461* NAVD 88     -       501.371  (meters)    1644.91   (feet)  ADJUSTED  
 DO0461  ___________________________________________________________________
 DO0461  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DO0461  DYNAMIC HT  -         500.734 (meters)    1642.82  (feet)  COMP
 DO0461  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
 DO0461
 DO0461  VERT ORDER  -  FIRST     CLASS II
 DO0461
 DO0461.The horizontal coordinates were scaled from a topographic map and have
 DO0461.an estimated accuracy of +/- 6 seconds.
 DO0461
 DO0461.The orthometric height was determined by differential leveling
 DO0461.and adjusted by the National Geodetic Survey in June 1991..
 DO0461
 DO0461.The geoid height was determined by GEOID03.
 DO0461
 DO0461.The dynamic height is computed by dividing the NAVD 88
 DO0461.geopotential number by the normal gravity value computed on the
 DO0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0461.degrees latitude (g = 980.6199 gals.).
 DO0461
 DO0461.The modeled gravity was interpolated from observed gravity values.
 DO0461
 DO0461;                    North         East    Units  Estimated Accuracy
 DO0461;SPC TXNC     - 2,151,940.      461,700.      MT  (+/- 180 meters Scaled)
 DO0461
 DO0461                          SUPERSEDED SURVEY CONTROL
 DO0461
 DO0461  NGVD 29 (??/??/92)  501.188  (m)         1644.31   (f) ADJ UNCH    1 2
 DO0461
 DO0461.Superseded values are not recommended for survey control.
 DO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0461.See file dsdata.txt to determine how the superseded data were derived.
 DO0461
 DO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB084548(NAD 83)
 DO0461_MARKER: R = RIVET
 DO0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0461+STABILITY: SURFACE MOTION
 DO0461
 DO0461  HISTORY     - Date     Condition        Report By
 DO0461  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0461  HISTORY     - 1958     GOOD             NGS
 DO0461
 DO0461                          STATION DESCRIPTION
 DO0461
 DO0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0461'3.0 MI S FROM SAGERTON.
 DO0461'3.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0461'SAGERTON, HASKELL COUNTY, AT MILEPOST 592, AND 40 FEET WEST OF THE
 DO0461'TRACK.  A STANDARD MONEL-METEL RIVET, SET IN THE TOP OF A CONCRETE
 DO0461'POST.  NOTE-- MARK IS 4 FEET NORTHEAST OF MILEPOST 592.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0428 ***********************************************************************
 DM0428  DESIGNATION -  RV 490+29
 DM0428  PID         -  DM0428
 DM0428  STATE/COUNTY-  TX/FRANKLIN
 DM0428  USGS QUAD   -  MOUNT VERNON (1964)
 DM0428
 DM0428                         *CURRENT SURVEY CONTROL
 DM0428  ___________________________________________________________________
 DM0428* NAD 83(1986)-  33 10 15.     (N)    095 08 58.     (W)     SCALED    
 DM0428* NAVD 88     -       134.766  (meters)     442.14   (feet)  ADJUSTED  
 DM0428  ___________________________________________________________________
 DM0428  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DM0428  DYNAMIC HT  -         134.619 (meters)     441.66  (feet)  COMP
 DM0428  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 DM0428
 DM0428  VERT ORDER  -  SECOND    CLASS 0
 DM0428
 DM0428.The horizontal coordinates were scaled from a topographic map and have
 DM0428.an estimated accuracy of +/- 6 seconds.
 DM0428
 DM0428.The orthometric height was determined by differential leveling
 DM0428.and adjusted by the National Geodetic Survey in June 1991..
 DM0428
 DM0428.The geoid height was determined by GEOID03.
 DM0428
 DM0428.The dynamic height is computed by dividing the NAVD 88
 DM0428.geopotential number by the normal gravity value computed on the
 DM0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0428.degrees latitude (g = 980.6199 gals.).
 DM0428
 DM0428.The modeled gravity was interpolated from observed gravity values.
 DM0428
 DM0428;                    North         East    Units  Estimated Accuracy
 DM0428;SPC TXNC     - 2,171,780.      912,420.      MT  (+/- 180 meters Scaled)
 DM0428
 DM0428                          SUPERSEDED SURVEY CONTROL
 DM0428
 DM0428  NGVD 29 (??/??/92)  134.773  (m)          442.17   (f) ADJ UNCH    2 0
 DM0428
 DM0428.Superseded values are not recommended for survey control.
 DM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0428.See file dsdata.txt to determine how the superseded data were derived.
 DM0428
 DM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS995722(NAD 83)
 DM0428_MARKER: R = RIVET
 DM0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0428_SP_SET: CULVERT
 DM0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0428
 DM0428  HISTORY     - Date     Condition        Report By
 DM0428  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0428  HISTORY     - 1934     GOOD             NGS
 DM0428
 DM0428                          STATION DESCRIPTION
 DM0428
 DM0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0428'2.2 MI W FROM WINFIELD.
 DM0428'2.2 MI W OF AND ALONG THE ST. L AND SW R R.  IN THE COPING OF
 DM0428'HEADWALL.  SE CORNER OF CULVERT.  MILE POST 490/29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0238 ***********************************************************************
 CR0238  DESIGNATION -  RV 493/20
 CR0238  PID         -  CR0238
 CR0238  STATE/COUNTY-  TX/CAMP
 CR0238  USGS QUAD   -  PITTSBURG (1960)
 CR0238
 CR0238                         *CURRENT SURVEY CONTROL
 CR0238  ___________________________________________________________________
 CR0238* NAD 83(1986)-  32 57 43.     (N)    094 57 54.     (W)     SCALED    
 CR0238* NAVD 88     -       113.655  (meters)     372.88   (feet)  ADJUSTED  
 CR0238  ___________________________________________________________________
 CR0238  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CR0238  DYNAMIC HT  -         113.529 (meters)     372.47  (feet)  COMP
 CR0238  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 CR0238
 CR0238  VERT ORDER  -  SECOND    CLASS 0
 CR0238
 CR0238.The horizontal coordinates were scaled from a topographic map and have
 CR0238.an estimated accuracy of +/- 6 seconds.
 CR0238
 CR0238.The orthometric height was determined by differential leveling
 CR0238.and adjusted by the National Geodetic Survey in June 1991..
 CR0238
 CR0238.The geoid height was determined by GEOID03.
 CR0238
 CR0238.The dynamic height is computed by dividing the NAVD 88
 CR0238.geopotential number by the normal gravity value computed on the
 CR0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0238.degrees latitude (g = 980.6199 gals.).
 CR0238
 CR0238.The modeled gravity was interpolated from observed gravity values.
 CR0238
 CR0238;                    North         East    Units  Estimated Accuracy
 CR0238;SPC TXNC     - 2,149,190.      930,400.      MT  (+/- 180 meters Scaled)
 CR0238
 CR0238                          SUPERSEDED SURVEY CONTROL
 CR0238
 CR0238  NGVD 29 (??/??/92)  113.672  (m)          372.94   (f) ADJ UNCH    2 0
 CR0238
 CR0238.Superseded values are not recommended for survey control.
 CR0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0238.See file dsdata.txt to determine how the superseded data were derived.
 CR0238
 CR0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS163487(NAD 83)
 CR0238_MARKER: R = RIVET
 CR0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0238_SP_SET: CULVERT
 CR0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0238
 CR0238  HISTORY     - Date     Condition        Report By
 CR0238  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0238  HISTORY     - 1954     GOOD             NGS
 CR0238
 CR0238                          STATION DESCRIPTION
 CR0238
 CR0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0238'2.3 MI S FROM PITTSBURG.
 CR0238'2.3 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0238'FROM THE STATION AT PITTSBURG, 1 1/4 POLES NORTH OF MILEPOST 493/20,
 CR0238'16 FEET WEST OF THE WEST RAIL, 6 FEET BELOW THE TOP OF THE RAILS, SET
 CR0238'IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE
 CR0238'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0241 ***********************************************************************
 CR0241  DESIGNATION -  RV 496/20
 CR0241  PID         -  CR0241
 CR0241  STATE/COUNTY-  TX/CAMP
 CR0241  USGS QUAD   -  PITTSBURG (1960)
 CR0241
 CR0241                         *CURRENT SURVEY CONTROL
 CR0241  ___________________________________________________________________
 CR0241* NAD 83(1986)-  32 55 12.     (N)    094 58 12.     (W)     SCALED    
 CR0241* NAVD 88     -       115.454  (meters)     378.79   (feet)  ADJUSTED  
 CR0241  ___________________________________________________________________
 CR0241  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CR0241  DYNAMIC HT  -         115.325 (meters)     378.36  (feet)  COMP
 CR0241  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CR0241
 CR0241  VERT ORDER  -  SECOND    CLASS 0
 CR0241
 CR0241.The horizontal coordinates were scaled from a topographic map and have
 CR0241.an estimated accuracy of +/- 6 seconds.
 CR0241
 CR0241.The orthometric height was determined by differential leveling
 CR0241.and adjusted by the National Geodetic Survey in June 1991..
 CR0241
 CR0241.The geoid height was determined by GEOID03.
 CR0241
 CR0241.The dynamic height is computed by dividing the NAVD 88
 CR0241.geopotential number by the normal gravity value computed on the
 CR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0241.degrees latitude (g = 980.6199 gals.).
 CR0241
 CR0241.The modeled gravity was interpolated from observed gravity values.
 CR0241
 CR0241;                    North         East    Units  Estimated Accuracy
 CR0241;SPC TXNC     - 2,144,530.      930,080.      MT  (+/- 180 meters Scaled)
 CR0241
 CR0241                          SUPERSEDED SURVEY CONTROL
 CR0241
 CR0241  NGVD 29 (??/??/92)  115.471  (m)          378.84   (f) ADJ UNCH    2 0
 CR0241
 CR0241.Superseded values are not recommended for survey control.
 CR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0241.See file dsdata.txt to determine how the superseded data were derived.
 CR0241
 CR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS157441(NAD 83)
 CR0241_MARKER: R = RIVET
 CR0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0241_SP_SET: CULVERT
 CR0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0241
 CR0241  HISTORY     - Date     Condition        Report By
 CR0241  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0241  HISTORY     - 1954     GOOD             NGS
 CR0241
 CR0241                          STATION DESCRIPTION
 CR0241
 CR0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0241'5.4 MI S FROM PITTSBURG.
 CR0241'5.4 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0241'FROM THE STATION AT PITTSBURG, AT MILEPOST 496/20, 18 FEET WEST OF THE
 CR0241'WEST RAIL, 8 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CR0241'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0243 ***********************************************************************
 CR0243  DESIGNATION -  RV 498/0
 CR0243  PID         -  CR0243
 CR0243  STATE/COUNTY-  TX/CAMP
 CR0243  USGS QUAD   -  PITTSBURG (1960)
 CR0243
 CR0243                         *CURRENT SURVEY CONTROL
 CR0243  ___________________________________________________________________
 CR0243* NAD 83(1986)-  32 54 01.     (N)    094 58 03.     (W)     SCALED    
 CR0243* NAVD 88     -       115.629  (meters)     379.36   (feet)  ADJUSTED  
 CR0243  ___________________________________________________________________
 CR0243  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CR0243  DYNAMIC HT  -         115.500 (meters)     378.94  (feet)  COMP
 CR0243  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 CR0243
 CR0243  VERT ORDER  -  SECOND    CLASS 0
 CR0243
 CR0243.The horizontal coordinates were scaled from a topographic map and have
 CR0243.an estimated accuracy of +/- 6 seconds.
 CR0243
 CR0243.The orthometric height was determined by differential leveling
 CR0243.and adjusted by the National Geodetic Survey in June 1991..
 CR0243
 CR0243.The geoid height was determined by GEOID03.
 CR0243
 CR0243.The dynamic height is computed by dividing the NAVD 88
 CR0243.geopotential number by the normal gravity value computed on the
 CR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0243.degrees latitude (g = 980.6199 gals.).
 CR0243
 CR0243.The modeled gravity was interpolated from observed gravity values.
 CR0243
 CR0243;                    North         East    Units  Estimated Accuracy
 CR0243;SPC TXNC     - 2,142,350.      930,390.      MT  (+/- 180 meters Scaled)
 CR0243
 CR0243                          SUPERSEDED SURVEY CONTROL
 CR0243
 CR0243  NGVD 29 (??/??/92)  115.646  (m)          379.42   (f) ADJ UNCH    2 0
 CR0243
 CR0243.Superseded values are not recommended for survey control.
 CR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0243.See file dsdata.txt to determine how the superseded data were derived.
 CR0243
 CR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS159419(NAD 83)
 CR0243_MARKER: R = RIVET
 CR0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0243_SP_SET: CULVERT
 CR0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0243
 CR0243  HISTORY     - Date     Condition        Report By
 CR0243  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0243  HISTORY     - 1954     GOOD             NGS
 CR0243
 CR0243                          STATION DESCRIPTION
 CR0243
 CR0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0243'6.7 MI S FROM PITTSBURG.
 CR0243'6.7 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0243'FROM THE STATION AT PITTSBURG, 44 FEET NORTHEAST OF MILEPOST 498/1, 10
 CR0243'FEET WEST OF THE WEST RAIL, AT THE CAMP AND UPSHUR COUNTY LINE, SET IN
 CR0243'THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0244 ***********************************************************************
 CR0244  DESIGNATION -  RV 498/21
 CR0244  PID         -  CR0244
 CR0244  STATE/COUNTY-  TX/UPSHUR
 CR0244  USGS QUAD   -  PITTSBURG (1960)
 CR0244
 CR0244                         *CURRENT SURVEY CONTROL
 CR0244  ___________________________________________________________________
 CR0244* NAD 83(1986)-  32 53 25.     (N)    094 58 00.     (W)     SCALED    
 CR0244* NAVD 88     -       110.657  (meters)     363.05   (feet)  ADJUSTED  
 CR0244  ___________________________________________________________________
 CR0244  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CR0244  DYNAMIC HT  -         110.534 (meters)     362.64  (feet)  COMP
 CR0244  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 CR0244
 CR0244  VERT ORDER  -  SECOND    CLASS 0
 CR0244
 CR0244.The horizontal coordinates were scaled from a topographic map and have
 CR0244.an estimated accuracy of +/- 6 seconds.
 CR0244
 CR0244.The orthometric height was determined by differential leveling
 CR0244.and adjusted by the National Geodetic Survey in June 1991..
 CR0244
 CR0244.The geoid height was determined by GEOID03.
 CR0244
 CR0244.The dynamic height is computed by dividing the NAVD 88
 CR0244.geopotential number by the normal gravity value computed on the
 CR0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0244.degrees latitude (g = 980.6199 gals.).
 CR0244
 CR0244.The modeled gravity was interpolated from observed gravity values.
 CR0244
 CR0244;                    North         East    Units  Estimated Accuracy
 CR0244;SPC TXNC     - 2,141,240.      930,510.      MT  (+/- 180 meters Scaled)
 CR0244
 CR0244                          SUPERSEDED SURVEY CONTROL
 CR0244
 CR0244  NGVD 29 (??/??/92)  110.675  (m)          363.11   (f) ADJ UNCH    2 0
 CR0244
 CR0244.Superseded values are not recommended for survey control.
 CR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0244.See file dsdata.txt to determine how the superseded data were derived.
 CR0244
 CR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS160408(NAD 83)
 CR0244_MARKER: R = RIVET
 CR0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0244_SP_SET: CULVERT
 CR0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0244
 CR0244  HISTORY     - Date     Condition        Report By
 CR0244  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0244  HISTORY     - 1954     GOOD             NGS
 CR0244
 CR0244                          STATION DESCRIPTION
 CR0244
 CR0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0244'7.3 MI S FROM PITTSBURG.
 CR0244'7.3 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0244'FROM THE STATION AT PITTSBURG, 54 FEET SOUTHEAST OF MILEPOST 498/21,
 CR0244'56 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 14 FEET WEST OF THE
 CR0244'WEST RAIL, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CR0244'NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0368 ***********************************************************************
 CR0368  DESIGNATION -  RV 5
 CR0368  PID         -  CR0368
 CR0368  STATE/COUNTY-  TX/CHEROKEE
 CR0368  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0368
 CR0368                         *CURRENT SURVEY CONTROL
 CR0368  ___________________________________________________________________
 CR0368* NAD 83(1986)-  32 01 23.     (N)    095 16 51.     (W)     SCALED    
 CR0368* NAVD 88     -       208.527  (meters)     684.14   (feet)  ADJUSTED  
 CR0368  ___________________________________________________________________
 CR0368  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR0368  DYNAMIC HT  -         208.276 (meters)     683.32  (feet)  COMP
 CR0368  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 CR0368
 CR0368  VERT ORDER  -  FIRST     CLASS II
 CR0368
 CR0368.The horizontal coordinates were scaled from a topographic map and have
 CR0368.an estimated accuracy of +/- 6 seconds.
 CR0368
 CR0368.The orthometric height was determined by differential leveling
 CR0368.and adjusted by the National Geodetic Survey in June 1991..
 CR0368
 CR0368.The geoid height was determined by GEOID03.
 CR0368
 CR0368.The dynamic height is computed by dividing the NAVD 88
 CR0368.geopotential number by the normal gravity value computed on the
 CR0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0368.degrees latitude (g = 980.6199 gals.).
 CR0368
 CR0368.The modeled gravity was interpolated from observed gravity values.
 CR0368
 CR0368;                    North         East    Units  Estimated Accuracy
 CR0368;SPC TX C     - 3,272,070.    1,177,160.      MT  (+/- 180 meters Scaled)
 CR0368
 CR0368                          SUPERSEDED SURVEY CONTROL
 CR0368
 CR0368  NGVD 29 (??/??/92)  208.546  (m)          684.20   (f) ADJ UNCH    1 2
 CR0368
 CR0368.Superseded values are not recommended for survey control.
 CR0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0368.See file dsdata.txt to determine how the superseded data were derived.
 CR0368
 CR0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR845452(NAD 83)
 CR0368_MARKER: R = RIVET
 CR0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0368_SP_SET: CULVERT
 CR0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0368
 CR0368  HISTORY     - Date     Condition        Report By
 CR0368  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0368  HISTORY     - 1959     GOOD             NGS
 CR0368  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0368  HISTORY     - 19960420 GOOD             USPSQD
 CR0368
 CR0368                          STATION DESCRIPTION
 CR0368
 CR0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0368'4.8 MI N FROM JACKSONVILLE.
 CR0368'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CR0368'STATION AT JACKSONVILLE, THENCE ABOUT 4.6 MILES NORTH ALONG THE ST.
 CR0368'LOUIS SOUTHWESTERN RAILWAY, 380 FEET EAST OF THE 3RD POLE SOUTH OF
 CR0368'MILEPOST 572, 422 FEET EAST OF THE EAST RAIL, IN THE TOP OF THE NORTH
 CR0368'END OF THE WEST CONCRETE HEAD WALL OF THE CULVERT UNDER U. S. HIGHWAY
 CR0368'69, 17 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 CR0368'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CR0368
 CR0368                          STATION RECOVERY (1973)
 CR0368
 CR0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0368'MARK NOT FOUND.
 CR0368
 CR0368                          STATION RECOVERY (1996)
 CR0368
 CR0368'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0004 ***********************************************************************
 CU0004  DESIGNATION -  RV 5
 CU0004  PID         -  CU0004
 CU0004  STATE/COUNTY-  TX/NOLAN
 CU0004  USGS QUAD   -  BUSBY (1969)
 CU0004
 CU0004                         *CURRENT SURVEY CONTROL
 CU0004  ___________________________________________________________________
 CU0004* NAD 83(1986)-  32 31 45.     (N)    100 24 20.     (W)     SCALED    
 CU0004* NAVD 88     -       643.338  (meters)    2110.68   (feet)  ADJUSTED  
 CU0004  ___________________________________________________________________
 CU0004  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CU0004  DYNAMIC HT  -         642.485 (meters)    2107.89  (feet)  COMP
 CU0004  MODELED GRAV-     979,293.4   (mgal)                       NAVD 88
 CU0004
 CU0004  VERT ORDER  -  FIRST     CLASS II
 CU0004
 CU0004.The horizontal coordinates were scaled from a topographic map and have
 CU0004.an estimated accuracy of +/- 6 seconds.
 CU0004
 CU0004.The orthometric height was determined by differential leveling
 CU0004.and adjusted by the National Geodetic Survey in June 1991..
 CU0004
 CU0004.The geoid height was determined by GEOID03.
 CU0004
 CU0004.The dynamic height is computed by dividing the NAVD 88
 CU0004.geopotential number by the normal gravity value computed on the
 CU0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0004.degrees latitude (g = 980.6199 gals.).
 CU0004
 CU0004.The modeled gravity was interpolated from observed gravity values.
 CU0004
 CU0004;                    North         East    Units  Estimated Accuracy
 CU0004;SPC TXNC     - 2,097,270.      421,010.      MT  (+/- 180 meters Scaled)
 CU0004
 CU0004                          SUPERSEDED SURVEY CONTROL
 CU0004
 CU0004  NGVD 29 (??/??/92)  643.111  (m)         2109.94   (f) ADJ UNCH    1 2
 CU0004
 CU0004.Superseded values are not recommended for survey control.
 CU0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0004.See file dsdata.txt to determine how the superseded data were derived.
 CU0004
 CU0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA680999(NAD 83)
 CU0004_MARKER: R = RIVET
 CU0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0004+STABILITY: SURFACE MOTION
 CU0004
 CU0004  HISTORY     - Date     Condition        Report By
 CU0004  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0004  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0004
 CU0004                          STATION DESCRIPTION
 CU0004
 CU0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0004'4.2 MI N FROM SWEETWATER.
 CU0004'4.2 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0004'SWEETWATER, NOLAN COUNTY, AT MILEPOST 636, AND 37 FEET WEST OF THE
 CU0004'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 CU0004'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0038 ***********************************************************************
 GK0038  DESIGNATION -  RV 5
 GK0038  PID         -  GK0038
 GK0038  STATE/COUNTY-  TX/LIPSCOMB
 GK0038  USGS QUAD   -  HIGGINS NORTH (1972)
 GK0038
 GK0038                         *CURRENT SURVEY CONTROL
 GK0038  ___________________________________________________________________
 GK0038* NAD 83(1986)-  36 07 36.     (N)    100 00 21.     (W)     SCALED    
 GK0038* NAVD 88     -       784.069  (meters)    2572.40   (feet)  ADJUSTED  
 GK0038  ___________________________________________________________________
 GK0038  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GK0038  DYNAMIC HT  -         783.259 (meters)    2569.74  (feet)  COMP
 GK0038  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 GK0038
 GK0038  VERT ORDER  -  FIRST     CLASS II
 GK0038
 GK0038.The horizontal coordinates were scaled from a topographic map and have
 GK0038.an estimated accuracy of +/- 6 seconds.
 GK0038
 GK0038.The orthometric height was determined by differential leveling
 GK0038.and adjusted by the National Geodetic Survey in June 1991..
 GK0038
 GK0038.The geoid height was determined by GEOID03.
 GK0038
 GK0038.The dynamic height is computed by dividing the NAVD 88
 GK0038.geopotential number by the normal gravity value computed on the
 GK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0038.degrees latitude (g = 980.6199 gals.).
 GK0038
 GK0038.The modeled gravity was interpolated from observed gravity values.
 GK0038
 GK0038;                    North         East    Units  Estimated Accuracy
 GK0038;SPC TX N     - 1,236,950.      334,500.      MT  (+/- 180 meters Scaled)
 GK0038
 GK0038                          SUPERSEDED SURVEY CONTROL
 GK0038
 GK0038  NGVD 29 (??/??/92)  783.744  (m)         2571.33   (f) ADJ UNCH    1 2
 GK0038
 GK0038.Superseded values are not recommended for survey control.
 GK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0038.See file dsdata.txt to determine how the superseded data were derived.
 GK0038
 GK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME094984(NAD 83)
 GK0038_MARKER: R = RIVET
 GK0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0038_SP_SET: CULVERT
 GK0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0038
 GK0038  HISTORY     - Date     Condition        Report By
 GK0038  HISTORY     - UNK      MONUMENTED       CGS
 GK0038  HISTORY     - 1934     GOOD             NGS
 GK0038
 GK0038                          STATION DESCRIPTION
 GK0038
 GK0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0038'1.1 MI NE FROM HIGGINS.
 GK0038'1.1 MILES NORTHEAST OF NEW HIGGINS HOTEL, AT HIGGINS IN THE TOP OF THE
 GK0038'SOUTH CONCRETE HEADWALL OF CULVERT NO. 427A.  21 FEET SOUTH OF THE
 GK0038'CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0463 ***********************************************************************
 DO0463  DESIGNATION -  RV 50
 DO0463  PID         -  DO0463
 DO0463  STATE/COUNTY-  TX/HASKELL
 DO0463  USGS QUAD   -  SAGERTON (1964)
 DO0463
 DO0463                         *CURRENT SURVEY CONTROL
 DO0463  ___________________________________________________________________
 DO0463* NAD 83(1986)-  33 02 31.     (N)    099 58 33.     (W)     SCALED    
 DO0463* NAVD 88     -       497.848  (meters)    1633.36   (feet)  ADJUSTED  
 DO0463  ___________________________________________________________________
 DO0463  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DO0463  DYNAMIC HT  -         497.217 (meters)    1631.29  (feet)  COMP
 DO0463  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 DO0463
 DO0463  VERT ORDER  -  FIRST     CLASS II
 DO0463
 DO0463.The horizontal coordinates were scaled from a topographic map and have
 DO0463.an estimated accuracy of +/- 6 seconds.
 DO0463
 DO0463.The orthometric height was determined by differential leveling
 DO0463.and adjusted by the National Geodetic Survey in June 1991..
 DO0463
 DO0463.The geoid height was determined by GEOID03.
 DO0463
 DO0463.The dynamic height is computed by dividing the NAVD 88
 DO0463.geopotential number by the normal gravity value computed on the
 DO0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0463.degrees latitude (g = 980.6199 gals.).
 DO0463
 DO0463.The modeled gravity was interpolated from observed gravity values.
 DO0463
 DO0463;                    North         East    Units  Estimated Accuracy
 DO0463;SPC TXNC     - 2,153,470.      462,170.      MT  (+/- 180 meters Scaled)
 DO0463
 DO0463                          SUPERSEDED SURVEY CONTROL
 DO0463
 DO0463  NGVD 29 (??/??/92)  497.667  (m)         1632.76   (f) ADJ UNCH    1 2
 DO0463
 DO0463.Superseded values are not recommended for survey control.
 DO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0463.See file dsdata.txt to determine how the superseded data were derived.
 DO0463
 DO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB088563(NAD 83)
 DO0463_MARKER: R = RIVET
 DO0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0463+STABILITY: SURFACE MOTION
 DO0463
 DO0463  HISTORY     - Date     Condition        Report By
 DO0463  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0463  HISTORY     - 1958     POOR             NGS
 DO0463
 DO0463                          STATION DESCRIPTION
 DO0463
 DO0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0463'2.0 MI S FROM SAGERTON.
 DO0463'2.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0463'SAGERTON, HASKELL COUNTY, AT MILEPOST 591, AND 39 FEET WEST OF THE
 DO0463'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0463'POST.  NOTE-- THE MARK IS 5 FEET EAST OF MILEPOST 591 BUT THE CONCRETE
 DO0463'POST IS SLIGHTLY TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0058 ***********************************************************************
 CA0058  DESIGNATION -  RV 500
 CA0058  PID         -  CA0058
 CA0058  STATE/COUNTY-  TX/HAMILTON
 CA0058  USGS QUAD   -  HAMILTON WEST (1979)
 CA0058
 CA0058                         *CURRENT SURVEY CONTROL
 CA0058  ___________________________________________________________________
 CA0058* NAD 83(1986)-  31 41 42.     (N)    098 07 32.     (W)     SCALED    
 CA0058* NAVD 88     -       359.394  (meters)    1179.11   (feet)  ADJUSTED  
 CA0058  ___________________________________________________________________
 CA0058  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CA0058  DYNAMIC HT  -         358.931 (meters)    1177.59  (feet)  COMP
 CA0058  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 CA0058
 CA0058  VERT ORDER  -  SECOND    CLASS 0
 CA0058
 CA0058.The horizontal coordinates were scaled from a topographic map and have
 CA0058.an estimated accuracy of +/- 6 seconds.
 CA0058
 CA0058.The orthometric height was determined by differential leveling
 CA0058.and adjusted by the National Geodetic Survey in June 1991..
 CA0058
 CA0058.The geoid height was determined by GEOID03.
 CA0058
 CA0058.The dynamic height is computed by dividing the NAVD 88
 CA0058.geopotential number by the normal gravity value computed on the
 CA0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0058.degrees latitude (g = 980.6199 gals.).
 CA0058
 CA0058.The modeled gravity was interpolated from observed gravity values.
 CA0058
 CA0058;                    North         East    Units  Estimated Accuracy
 CA0058;SPC TX C     - 3,226,940.      909,280.      MT  (+/- 180 meters Scaled)
 CA0058
 CA0058                          SUPERSEDED SURVEY CONTROL
 CA0058
 CA0058  NGVD 29 (??/??/92)  359.309  (m)         1178.83   (f) ADJ UNCH    2 0
 CA0058
 CA0058.Superseded values are not recommended for survey control.
 CA0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0058.See file dsdata.txt to determine how the superseded data were derived.
 CA0058
 CA0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA828069(NAD 83)
 CA0058_MARKER: R = RIVET
 CA0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0058_SP_SET: CULVERT
 CA0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0058
 CA0058  HISTORY     - Date     Condition        Report By
 CA0058  HISTORY     - UNK      MONUMENTED       SLSWRR
 CA0058  HISTORY     - 1933     GOOD             NGS
 CA0058
 CA0058                          STATION DESCRIPTION
 CA0058
 CA0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0058'0.4 MI S FROM HAMILTON.
 CA0058'0.4 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM HAMILTON,
 CA0058'HAMILTON COUNTY, 87 FEET SOUTH OF POLE 31+8, IN THE TOP OF THE WEST
 CA0058'HEADWALL OF A CONCRETE CULVERT, AND 14 FEET WEST OF THE CENTERLINE OF
 CA0058'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0061 ***********************************************************************
 CA0061  DESIGNATION -  RV 501
 CA0061  PID         -  CA0061
 CA0061  STATE/COUNTY-  TX/HAMILTON
 CA0061  USGS QUAD   -  HAMILTON EAST (1979)
 CA0061
 CA0061                         *CURRENT SURVEY CONTROL
 CA0061  ___________________________________________________________________
 CA0061* NAD 83(1986)-  31 39 25.     (N)    098 05 52.     (W)     SCALED    
 CA0061* NAVD 88     -       382.457  (meters)    1254.78   (feet)  ADJUSTED  
 CA0061  ___________________________________________________________________
 CA0061  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CA0061  DYNAMIC HT  -         381.963 (meters)    1253.16  (feet)  COMP
 CA0061  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 CA0061
 CA0061  VERT ORDER  -  SECOND    CLASS 0
 CA0061
 CA0061.The horizontal coordinates were scaled from a topographic map and have
 CA0061.an estimated accuracy of +/- 6 seconds.
 CA0061
 CA0061.The orthometric height was determined by differential leveling
 CA0061.and adjusted by the National Geodetic Survey in June 1991..
 CA0061
 CA0061.The geoid height was determined by GEOID03.
 CA0061
 CA0061.The dynamic height is computed by dividing the NAVD 88
 CA0061.geopotential number by the normal gravity value computed on the
 CA0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0061.degrees latitude (g = 980.6199 gals.).
 CA0061
 CA0061.The modeled gravity was interpolated from observed gravity values.
 CA0061
 CA0061;                    North         East    Units  Estimated Accuracy
 CA0061;SPC TX C     - 3,222,770.      912,000.      MT  (+/- 180 meters Scaled)
 CA0061
 CA0061                          SUPERSEDED SURVEY CONTROL
 CA0061
 CA0061  NGVD 29 (??/??/92)  382.364  (m)         1254.47   (f) ADJ UNCH    2 0
 CA0061
 CA0061.Superseded values are not recommended for survey control.
 CA0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0061.See file dsdata.txt to determine how the superseded data were derived.
 CA0061
 CA0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA855027(NAD 83)
 CA0061_MARKER: R = RIVET
 CA0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0061_SP_SET: CULVERT
 CA0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0061
 CA0061  HISTORY     - Date     Condition        Report By
 CA0061  HISTORY     - UNK      MONUMENTED       SLSWRR
 CA0061  HISTORY     - 1933     GOOD             NGS
 CA0061  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0061
 CA0061                          STATION DESCRIPTION
 CA0061
 CA0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0061'4.3 MI SE FROM HAMILTON.
 CA0061'4.3 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CA0061'HAMILTON, HAMILTON COUNTY, 70 FEET SOUTHEAST OF POLE 27+13, IN THE TOP
 CA0061'OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, AND 11
 CA0061'FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 CA0061
 CA0061                          STATION RECOVERY (2001)
 CA0061
 CA0061'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0439 ***********************************************************************
 DM0439  DESIGNATION -  RV 501+15
 DM0439  PID         -  DM0439
 DM0439  STATE/COUNTY-  TX/HOPKINS
 DM0439  USGS QUAD   -  SALTILLO (1964)
 DM0439
 DM0439                         *CURRENT SURVEY CONTROL
 DM0439  ___________________________________________________________________
 DM0439* NAD 83(1986)-  33 11 03.     (N)    095 19 25.     (W)     SCALED    
 DM0439* NAVD 88     -       135.473  (meters)     444.46   (feet)  ADJUSTED  
 DM0439  ___________________________________________________________________
 DM0439  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DM0439  DYNAMIC HT  -         135.324 (meters)     443.98  (feet)  COMP
 DM0439  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 DM0439
 DM0439  VERT ORDER  -  SECOND    CLASS 0
 DM0439
 DM0439.The horizontal coordinates were scaled from a topographic map and have
 DM0439.an estimated accuracy of +/- 6 seconds.
 DM0439
 DM0439.The orthometric height was determined by differential leveling
 DM0439.and adjusted by the National Geodetic Survey in June 1991..
 DM0439
 DM0439.The geoid height was determined by GEOID03.
 DM0439
 DM0439.The dynamic height is computed by dividing the NAVD 88
 DM0439.geopotential number by the normal gravity value computed on the
 DM0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0439.degrees latitude (g = 980.6199 gals.).
 DM0439
 DM0439.The modeled gravity was interpolated from observed gravity values.
 DM0439
 DM0439;                    North         East    Units  Estimated Accuracy
 DM0439;SPC TXNC     - 2,172,750.      896,140.      MT  (+/- 180 meters Scaled)
 DM0439
 DM0439                          SUPERSEDED SURVEY CONTROL
 DM0439
 DM0439  NGVD 29 (??/??/92)  135.476  (m)          444.47   (f) ADJ UNCH    2 0
 DM0439
 DM0439.Superseded values are not recommended for survey control.
 DM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0439.See file dsdata.txt to determine how the superseded data were derived.
 DM0439
 DM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS833741(NAD 83)
 DM0439_MARKER: R = RIVET
 DM0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0439_SP_SET: CONCRETE BASE
 DM0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0439
 DM0439  HISTORY     - Date     Condition        Report By
 DM0439  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0439  HISTORY     - 1934     GOOD             NGS
 DM0439
 DM0439                          STATION DESCRIPTION
 DM0439
 DM0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0439'IN SALTILLO.
 DM0439'IN THE BASE OF THE RAILROAD WATER TANK.  ADJACENT TO TRACK.  MILE POST
 DM0439'501/15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0246 ***********************************************************************
 CR0246  DESIGNATION -  RV 501/18
 CR0246  PID         -  CR0246
 CR0246  STATE/COUNTY-  TX/UPSHUR
 CR0246  USGS QUAD   -  BETTIE (1960)
 CR0246
 CR0246                         *CURRENT SURVEY CONTROL
 CR0246  ___________________________________________________________________
 CR0246* NAD 83(1986)-  32 50 58.     (N)    094 58 17.     (W)     SCALED    
 CR0246* NAVD 88     -        92.364  (meters)     303.03   (feet)  ADJUSTED  
 CR0246  ___________________________________________________________________
 CR0246  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CR0246  DYNAMIC HT  -          92.260 (meters)     302.69  (feet)  COMP
 CR0246  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CR0246
 CR0246  VERT ORDER  -  SECOND    CLASS 0
 CR0246
 CR0246.The horizontal coordinates were scaled from a topographic map and have
 CR0246.an estimated accuracy of +/- 6 seconds.
 CR0246
 CR0246.The orthometric height was determined by differential leveling
 CR0246.and adjusted by the National Geodetic Survey in June 1991..
 CR0246
 CR0246.The geoid height was determined by GEOID03.
 CR0246
 CR0246.The dynamic height is computed by dividing the NAVD 88
 CR0246.geopotential number by the normal gravity value computed on the
 CR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0246.degrees latitude (g = 980.6199 gals.).
 CR0246
 CR0246.The modeled gravity was interpolated from observed gravity values.
 CR0246
 CR0246;                    North         East    Units  Estimated Accuracy
 CR0246;SPC TXNC     - 2,136,700.      930,220.      MT  (+/- 180 meters Scaled)
 CR0246
 CR0246                          SUPERSEDED SURVEY CONTROL
 CR0246
 CR0246  NGVD 29 (??/??/92)   92.383  (m)          303.09   (f) ADJ UNCH    2 0
 CR0246
 CR0246.Superseded values are not recommended for survey control.
 CR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0246.See file dsdata.txt to determine how the superseded data were derived.
 CR0246
 CR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS155363(NAD 83)
 CR0246_MARKER: R = RIVET
 CR0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0246_SP_SET: CULVERT
 CR0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0246
 CR0246  HISTORY     - Date     Condition        Report By
 CR0246  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0246  HISTORY     - 1954     GOOD             NGS
 CR0246
 CR0246                          STATION DESCRIPTION
 CR0246
 CR0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0246'10.3 MI S FROM PITTSBURG.
 CR0246'10.3 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0246'FROM THE STATION AT PITTSBURG, 2 1/2 POLES SOUTH OF MILEPOST 501/15,
 CR0246'11 FEET WEST OF THE WEST RAIL, 5 FEET BELOW THE TOP OF THE RAILS,
 CR0246'ACROSS THE TRACK FROM BENCH MARK S 276, SET IN THE TOP OF THE NORTH
 CR0246'END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0063 ***********************************************************************
 CA0063  DESIGNATION -  RV 502
 CA0063  PID         -  CA0063
 CA0063  STATE/COUNTY-  TX/HAMILTON
 CA0063  USGS QUAD   -  HAMILTON EAST (1979)
 CA0063
 CA0063                         *CURRENT SURVEY CONTROL
 CA0063  ___________________________________________________________________
 CA0063* NAD 83(1986)-  31 38 34.     (N)    098 04 05.     (W)     SCALED    
 CA0063* NAVD 88     -       366.985  (meters)    1204.02   (feet)  ADJUSTED  
 CA0063  ___________________________________________________________________
 CA0063  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CA0063  DYNAMIC HT  -         366.510 (meters)    1202.46  (feet)  COMP
 CA0063  MODELED GRAV-     979,335.2   (mgal)                       NAVD 88
 CA0063
 CA0063  VERT ORDER  -  SECOND    CLASS 0
 CA0063
 CA0063.The horizontal coordinates were scaled from a topographic map and have
 CA0063.an estimated accuracy of +/- 6 seconds.
 CA0063
 CA0063.The orthometric height was determined by differential leveling
 CA0063.and adjusted by the National Geodetic Survey in June 1991..
 CA0063
 CA0063.The geoid height was determined by GEOID03.
 CA0063
 CA0063.The dynamic height is computed by dividing the NAVD 88
 CA0063.geopotential number by the normal gravity value computed on the
 CA0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0063.degrees latitude (g = 980.6199 gals.).
 CA0063
 CA0063.The modeled gravity was interpolated from observed gravity values.
 CA0063
 CA0063;                    North         East    Units  Estimated Accuracy
 CA0063;SPC TX C     - 3,221,260.      914,850.      MT  (+/- 180 meters Scaled)
 CA0063
 CA0063                          SUPERSEDED SURVEY CONTROL
 CA0063
 CA0063  NGVD 29 (??/??/92)  366.894  (m)         1203.72   (f) ADJ UNCH    2 0
 CA0063
 CA0063.Superseded values are not recommended for survey control.
 CA0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0063.See file dsdata.txt to determine how the superseded data were derived.
 CA0063
 CA0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA883012(NAD 83)
 CA0063_MARKER: R = RIVET
 CA0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0063_SP_SET: CULVERT
 CA0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0063
 CA0063  HISTORY     - Date     Condition        Report By
 CA0063  HISTORY     - UNK      MONUMENTED       SLSWRR
 CA0063  HISTORY     - 1933     GOOD             NGS
 CA0063  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0063
 CA0063                          STATION DESCRIPTION
 CA0063
 CA0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0063'6.3 MI SE FROM HAMILTON.
 CA0063'6.3 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CA0063'HAMILTON, HAMILTON COUNTY, 31 FEET SOUTHEAST OF POLE 25+12, IN THE TOP
 CA0063'OF THE EAST HEADWALL OF A CONCRETE CULVERT, AND 13 FEET NORTHEAST OF
 CA0063'THE CENTERLINE OF THE TRACK.
 CA0063
 CA0063                          STATION RECOVERY (2001)
 CA0063
 CA0063'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0441 ***********************************************************************
 DM0441  DESIGNATION -  RV 502+16
 DM0441  PID         -  DM0441
 DM0441  STATE/COUNTY-  TX/HOPKINS
 DM0441  USGS QUAD   -  SALTILLO (1964)
 DM0441
 DM0441                         *CURRENT SURVEY CONTROL
 DM0441  ___________________________________________________________________
 DM0441* NAD 83(1986)-  33 10 54.     (N)    095 20 30.     (W)     SCALED    
 DM0441* NAVD 88     -       129.667  (meters)     425.42   (feet)  ADJUSTED  
 DM0441  ___________________________________________________________________
 DM0441  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DM0441  DYNAMIC HT  -         129.525 (meters)     424.95  (feet)  COMP
 DM0441  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 DM0441
 DM0441  VERT ORDER  -  SECOND    CLASS 0
 DM0441
 DM0441.The horizontal coordinates were scaled from a topographic map and have
 DM0441.an estimated accuracy of +/- 6 seconds.
 DM0441
 DM0441.The orthometric height was determined by differential leveling
 DM0441.and adjusted by the National Geodetic Survey in June 1991..
 DM0441
 DM0441.The geoid height was determined by GEOID03.
 DM0441
 DM0441.The dynamic height is computed by dividing the NAVD 88
 DM0441.geopotential number by the normal gravity value computed on the
 DM0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0441.degrees latitude (g = 980.6199 gals.).
 DM0441
 DM0441.The modeled gravity was interpolated from observed gravity values.
 DM0441
 DM0441;                    North         East    Units  Estimated Accuracy
 DM0441;SPC TXNC     - 2,172,430.      894,470.      MT  (+/- 180 meters Scaled)
 DM0441
 DM0441                          SUPERSEDED SURVEY CONTROL
 DM0441
 DM0441  NGVD 29 (??/??/92)  129.671  (m)          425.43   (f) ADJ UNCH    2 0
 DM0441
 DM0441.Superseded values are not recommended for survey control.
 DM0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0441.See file dsdata.txt to determine how the superseded data were derived.
 DM0441
 DM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS816738(NAD 83)
 DM0441_MARKER: R = RIVET
 DM0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0441_SP_SET: CULVERT
 DM0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0441
 DM0441  HISTORY     - Date     Condition        Report By
 DM0441  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0441  HISTORY     - 1934     GOOD             NGS
 DM0441  HISTORY     - 1966     MARK NOT FOUND   USGS
 DM0441
 DM0441                          STATION DESCRIPTION
 DM0441
 DM0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0441'0.7 MI W FROM SALTILLO.
 DM0441'0.7 MI W OF AND ALONG THE ST. L AND SW R R.  IN THE US HWY NO. 67
 DM0441'CULVERT.  OPPOSITE MILE POST 502/16 1/2.  NOTE-- CULVERT FOUND AS
 DM0441'DESCRIBED, BUT MONEL METAL RIVET WAS NOT THERE.
 DM0441
 DM0441                          STATION RECOVERY (1966)
 DM0441
 DM0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DM0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0064 ***********************************************************************
 CA0064  DESIGNATION -  RV 503
 CA0064  PID         -  CA0064
 CA0064  STATE/COUNTY-  TX/HAMILTON
 CA0064  USGS QUAD   -  HAMILTON EAST (1979)
 CA0064
 CA0064                         *CURRENT SURVEY CONTROL
 CA0064  ___________________________________________________________________
 CA0064* NAD 83(1986)-  31 38 02.     (N)    098 03 00.     (W)     SCALED    
 CA0064* NAVD 88     -       356.994  (meters)    1171.24   (feet)  ADJUSTED  
 CA0064  ___________________________________________________________________
 CA0064  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CA0064  DYNAMIC HT  -         356.532 (meters)    1169.72  (feet)  COMP
 CA0064  MODELED GRAV-     979,336.6   (mgal)                       NAVD 88
 CA0064
 CA0064  VERT ORDER  -  SECOND    CLASS 0
 CA0064
 CA0064.The horizontal coordinates were scaled from a topographic map and have
 CA0064.an estimated accuracy of +/- 6 seconds.
 CA0064
 CA0064.The orthometric height was determined by differential leveling
 CA0064.and adjusted by the National Geodetic Survey in June 1991..
 CA0064
 CA0064.The geoid height was determined by GEOID03.
 CA0064
 CA0064.The dynamic height is computed by dividing the NAVD 88
 CA0064.geopotential number by the normal gravity value computed on the
 CA0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0064.degrees latitude (g = 980.6199 gals.).
 CA0064
 CA0064.The modeled gravity was interpolated from observed gravity values.
 CA0064
 CA0064;                    North         East    Units  Estimated Accuracy
 CA0064;SPC TX C     - 3,220,310.      916,590.      MT  (+/- 180 meters Scaled)
 CA0064
 CA0064                          SUPERSEDED SURVEY CONTROL
 CA0064
 CA0064  NGVD 29 (??/??/92)  356.908  (m)         1170.96   (f) ADJ UNCH    2 0
 CA0064
 CA0064.Superseded values are not recommended for survey control.
 CA0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0064.See file dsdata.txt to determine how the superseded data were derived.
 CA0064
 CA0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA900002(NAD 83)
 CA0064_MARKER: R = RIVET
 CA0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0064_SP_SET: CULVERT
 CA0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0064
 CA0064  HISTORY     - Date     Condition        Report By
 CA0064  HISTORY     - UNK      MONUMENTED       SLSWRR
 CA0064  HISTORY     - 1933     GOOD             NGS
 CA0064  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0064
 CA0064                          STATION DESCRIPTION
 CA0064
 CA0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0064'6.8 MI NW FROM IRELAND.
 CA0064'IN HAMILTON COUNTY, 6.8 MILES NORTHWEST ALONG THE ST. LOUIS
 CA0064'SOUTHWESTERN RAILWAY FROM IRELAND, CORYELL COUNTY, 69 FEET SOUTHEAST
 CA0064'OF POLE 24+4, IN THE TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 CA0064'AND 16 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 CA0064
 CA0064                          STATION RECOVERY (2001)
 CA0064
 CA0064'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0066 ***********************************************************************
 CA0066  DESIGNATION -  RV 504
 CA0066  PID         -  CA0066
 CA0066  STATE/COUNTY-  TX/HAMILTON
 CA0066  USGS QUAD   -  OHIO (1956)
 CA0066
 CA0066                         *CURRENT SURVEY CONTROL
 CA0066  ___________________________________________________________________
 CA0066* NAD 83(1986)-  31 37 29.     (N)    098 01 52.     (W)     SCALED    
 CA0066* NAVD 88     -       350.986  (meters)    1151.53   (feet)  ADJUSTED  
 CA0066  ___________________________________________________________________
 CA0066  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CA0066  DYNAMIC HT  -         350.532 (meters)    1150.04  (feet)  COMP
 CA0066  MODELED GRAV-     979,337.4   (mgal)                       NAVD 88
 CA0066
 CA0066  VERT ORDER  -  SECOND    CLASS 0
 CA0066
 CA0066.The horizontal coordinates were scaled from a topographic map and have
 CA0066.an estimated accuracy of +/- 6 seconds.
 CA0066
 CA0066.The orthometric height was determined by differential leveling
 CA0066.and adjusted by the National Geodetic Survey in June 1991..
 CA0066
 CA0066.The geoid height was determined by GEOID03.
 CA0066
 CA0066.The dynamic height is computed by dividing the NAVD 88
 CA0066.geopotential number by the normal gravity value computed on the
 CA0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0066.degrees latitude (g = 980.6199 gals.).
 CA0066
 CA0066.The modeled gravity was interpolated from observed gravity values.
 CA0066
 CA0066;                    North         East    Units  Estimated Accuracy
 CA0066;SPC TX C     - 3,219,330.      918,400.      MT  (+/- 180 meters Scaled)
 CA0066
 CA0066                          SUPERSEDED SURVEY CONTROL
 CA0066
 CA0066  NGVD 29 (??/??/92)  350.902  (m)         1151.25   (f) ADJ UNCH    2 0
 CA0066
 CA0066.Superseded values are not recommended for survey control.
 CA0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0066.See file dsdata.txt to determine how the superseded data were derived.
 CA0066
 CA0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV918992(NAD 83)
 CA0066_MARKER: R = RIVET
 CA0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0066_SP_SET: CULVERT
 CA0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0066
 CA0066  HISTORY     - Date     Condition        Report By
 CA0066  HISTORY     - UNK      MONUMENTED       SLSWRR
 CA0066  HISTORY     - 1933     GOOD             NGS
 CA0066  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0066
 CA0066                          STATION DESCRIPTION
 CA0066
 CA0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0066'5.5 MI NW FROM IRELAND.
 CA0066'IN HAMILTON COUNTY, 5.5 MILES NORTHWEST ALONG THE ST. LOUIS
 CA0066'SOUTHWESTERN RAILWAY FROM IRELAND, CORYELL COUNTY, 58 FEET SOUTH OF
 CA0066'POLE 22+25, IN THE TOP OF THE NORTHEAST HEADWALL OF A CONCRETE
 CA0066'CULVERT, AND 24 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 CA0066
 CA0066                          STATION RECOVERY (2001)
 CA0066
 CA0066'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0249 ***********************************************************************
 CR0249  DESIGNATION -  RV 504/26
 CR0249  PID         -  CR0249
 CR0249  STATE/COUNTY-  TX/UPSHUR
 CR0249  USGS QUAD   -  BETTIE (1960)
 CR0249
 CR0249                         *CURRENT SURVEY CONTROL
 CR0249  ___________________________________________________________________
 CR0249* NAD 83(1986)-  32 48 12.     (N)    094 57 38.     (W)     SCALED    
 CR0249* NAVD 88     -        97.406  (meters)     319.57   (feet)  ADJUSTED  
 CR0249  ___________________________________________________________________
 CR0249  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CR0249  DYNAMIC HT  -          97.296 (meters)     319.21  (feet)  COMP
 CR0249  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 CR0249
 CR0249  VERT ORDER  -  SECOND    CLASS 0
 CR0249
 CR0249.The horizontal coordinates were scaled from a topographic map and have
 CR0249.an estimated accuracy of +/- 6 seconds.
 CR0249
 CR0249.The orthometric height was determined by differential leveling
 CR0249.and adjusted by the National Geodetic Survey in June 1991..
 CR0249
 CR0249.The geoid height was determined by GEOID03.
 CR0249
 CR0249.The dynamic height is computed by dividing the NAVD 88
 CR0249.geopotential number by the normal gravity value computed on the
 CR0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0249.degrees latitude (g = 980.6199 gals.).
 CR0249
 CR0249.The modeled gravity was interpolated from observed gravity values.
 CR0249
 CR0249;                    North         East    Units  Estimated Accuracy
 CR0249;SPC TXNC     - 2,131,630.      931,400.      MT  (+/- 180 meters Scaled)
 CR0249
 CR0249                          SUPERSEDED SURVEY CONTROL
 CR0249
 CR0249  NGVD 29 (??/??/92)   97.426  (m)          319.64   (f) ADJ UNCH    2 0
 CR0249
 CR0249.Superseded values are not recommended for survey control.
 CR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0249.See file dsdata.txt to determine how the superseded data were derived.
 CR0249
 CR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS164311(NAD 83)
 CR0249_MARKER: R = RIVET
 CR0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0249_SP_SET: CULVERT
 CR0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR0249+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0249
 CR0249  HISTORY     - Date     Condition        Report By
 CR0249  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0249  HISTORY     - 1954     GOOD             NGS
 CR0249  HISTORY     - 20040605 GOOD             USPSQD
 CR0249
 CR0249                          STATION DESCRIPTION
 CR0249
 CR0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0249'5.4 MI N FROM GILMER.
 CR0249'5.4 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0249'FROM THE STATION AT GILMER, 0.3 MILE SOUTH OF THE STATION SIGN AT
 CR0249'BETTIE, 4 POLES NORTH OF MILEPOST 505, 16 FEET EAST OF THE EAST RAIL,
 CR0249'5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH END OF
 CR0249'THE EAST HEADWALL OF A CONCRETE CULVERT.
 CR0249
 CR0249                          STATION RECOVERY (2004)
 CR0249
 CR0249'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CR0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1032 ***********************************************************************
 BZ1032  DESIGNATION -  RV 505 SLSWRR
 BZ1032  PID         -  BZ1032
 BZ1032  STATE/COUNTY-  TX/CORYELL
 BZ1032  USGS QUAD   -  JONESBORO (1979)
 BZ1032
 BZ1032                         *CURRENT SURVEY CONTROL
 BZ1032  ___________________________________________________________________
 BZ1032* NAD 83(1986)-  31 33 52.     (N)    097 57 44.     (W)     SCALED    
 BZ1032* NAVD 88     -       325.981  (meters)    1069.49   (feet)  ADJUSTED  
 BZ1032  ___________________________________________________________________
 BZ1032  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ1032  DYNAMIC HT  -         325.560 (meters)    1068.11  (feet)  COMP
 BZ1032  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 BZ1032
 BZ1032  VERT ORDER  -  SECOND    CLASS 0
 BZ1032
 BZ1032.The horizontal coordinates were scaled from a topographic map and have
 BZ1032.an estimated accuracy of +/- 6 seconds.
 BZ1032
 BZ1032.The orthometric height was determined by differential leveling
 BZ1032.and adjusted by the National Geodetic Survey in June 1991..
 BZ1032
 BZ1032.The geoid height was determined by GEOID03.
 BZ1032
 BZ1032.The dynamic height is computed by dividing the NAVD 88
 BZ1032.geopotential number by the normal gravity value computed on the
 BZ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1032.degrees latitude (g = 980.6199 gals.).
 BZ1032
 BZ1032.The modeled gravity was interpolated from observed gravity values.
 BZ1032
 BZ1032;                    North         East    Units  Estimated Accuracy
 BZ1032;SPC TX C     - 3,212,780.      925,070.      MT  (+/- 180 meters Scaled)
 BZ1032
 BZ1032                          SUPERSEDED SURVEY CONTROL
 BZ1032
 BZ1032  NGVD 29 (??/??/92)  325.900  (m)         1069.22   (f) ADJ UNCH    2 0
 BZ1032
 BZ1032.Superseded values are not recommended for survey control.
 BZ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1032.See file dsdata.txt to determine how the superseded data were derived.
 BZ1032
 BZ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV984926(NAD 83)
 BZ1032_MARKER: R = RIVET
 BZ1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ1032_SP_SET: FLOOR
 BZ1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1032
 BZ1032  HISTORY     - Date     Condition        Report By
 BZ1032  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ1032  HISTORY     - 1944     GOOD             NGS
 BZ1032  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1032
 BZ1032                          STATION DESCRIPTION
 BZ1032
 BZ1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BZ1032'IN IRELAND.
 BZ1032'AT IRELAND, CORYELL COUNTY, 40 FEET EAST OF THE MAIN ENTRANCE TO THE
 BZ1032'ST. LOUIS SOUTHWESTERN RAILWAY STATION, AT THE SOUTH ENTRANCE TO THE
 BZ1032'BAGGAGE ROOM, AND IN THE CONCRETE FLOOR.  NOTE-- TRACK HAS BEEN TAKEN
 BZ1032'UP.  DEPOT IS IN GOOD CONDITION AND IS USED AS DWELLING.
 BZ1032
 BZ1032                          STATION RECOVERY (2001)
 BZ1032
 BZ1032'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0980 ***********************************************************************
 BZ0980  DESIGNATION -  RV 506 SLSWRR
 BZ0980  PID         -  BZ0980
 BZ0980  STATE/COUNTY-  TX/CORYELL
 BZ0980  USGS QUAD   -  GATESVILLE WEST (1995)
 BZ0980
 BZ0980                         *CURRENT SURVEY CONTROL
 BZ0980  ___________________________________________________________________
 BZ0980* NAD 83(1986)-  31 29 36.     (N)    097 48 42.     (W)     SCALED    
 BZ0980* NAVD 88     -       245.681  (meters)     806.04   (feet)  ADJUSTED  
 BZ0980  ___________________________________________________________________
 BZ0980  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BZ0980  DYNAMIC HT  -         245.360 (meters)     804.99  (feet)  COMP
 BZ0980  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 BZ0980
 BZ0980  VERT ORDER  -  SECOND    CLASS 0
 BZ0980
 BZ0980.The horizontal coordinates were scaled from a topographic map and have
 BZ0980.an estimated accuracy of +/- 6 seconds.
 BZ0980
 BZ0980.The orthometric height was determined by differential leveling
 BZ0980.and adjusted by the National Geodetic Survey in June 1991..
 BZ0980
 BZ0980.The geoid height was determined by GEOID03.
 BZ0980
 BZ0980.The dynamic height is computed by dividing the NAVD 88
 BZ0980.geopotential number by the normal gravity value computed on the
 BZ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0980.degrees latitude (g = 980.6199 gals.).
 BZ0980
 BZ0980.The modeled gravity was interpolated from observed gravity values.
 BZ0980
 BZ0980;                    North         East    Units  Estimated Accuracy
 BZ0980;SPC TX C     - 3,205,210.      939,540.      MT  (+/- 180 meters Scaled)
 BZ0980
 BZ0980                          SUPERSEDED SURVEY CONTROL
 BZ0980
 BZ0980  NGVD 29 (??/??/92)  245.622  (m)          805.84   (f) ADJ UNCH    2 0
 BZ0980
 BZ0980.Superseded values are not recommended for survey control.
 BZ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0980.See file dsdata.txt to determine how the superseded data were derived.
 BZ0980
 BZ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV128848(NAD 83)
 BZ0980_MARKER: R = RIVET
 BZ0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0980_SP_SET: BRIDGE
 BZ0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0980
 BZ0980  HISTORY     - Date     Condition        Report By
 BZ0980  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0980  HISTORY     - 1957     GOOD             DOD
 BZ0980  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0980
 BZ0980                          STATION DESCRIPTION
 BZ0980
 BZ0980'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0980'6.8 MI NW FROM GATESVILLE.
 BZ0980'6.8 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0980'GATESVILLE, CORYELL COUNTY NEAR POLE 6+3, IN THE TOP OF THE NORTHWEST
 BZ0980'CONCRETE PIER OF BRIDGE 815, 9 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BZ0980'TRACK, AND ABOUT 6 FEET LOWER THAN THE TRACK.  NOTE-- HARD TO GET TO.
 BZ0980'BRIDGE DESTROYED, PIER REMAINS.  MARK WOULD BE DIFFICULT TO UTILIZE IN
 BZ0980'FIELD WORK.
 BZ0980
 BZ0980                          STATION RECOVERY (2001)
 BZ0980
 BZ0980'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0982 ***********************************************************************
 BZ0982  DESIGNATION -  RV 507 SLSWRR
 BZ0982  PID         -  BZ0982
 BZ0982  STATE/COUNTY-  TX/CORYELL
 BZ0982  USGS QUAD   -  GATESVILLE WEST (1995)
 BZ0982
 BZ0982                         *CURRENT SURVEY CONTROL
 BZ0982  ___________________________________________________________________
 BZ0982* NAD 83(1986)-  31 28 49.     (N)    097 47 49.     (W)     SCALED    
 BZ0982* NAVD 88     -       245.899  (meters)     806.75   (feet)  ADJUSTED  
 BZ0982  ___________________________________________________________________
 BZ0982  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BZ0982  DYNAMIC HT  -         245.578 (meters)     805.70  (feet)  COMP
 BZ0982  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 BZ0982
 BZ0982  VERT ORDER  -  SECOND    CLASS 0
 BZ0982
 BZ0982.The horizontal coordinates were scaled from a topographic map and have
 BZ0982.an estimated accuracy of +/- 6 seconds.
 BZ0982
 BZ0982.The orthometric height was determined by differential leveling
 BZ0982.and adjusted by the National Geodetic Survey in June 1991..
 BZ0982
 BZ0982.The geoid height was determined by GEOID03.
 BZ0982
 BZ0982.The dynamic height is computed by dividing the NAVD 88
 BZ0982.geopotential number by the normal gravity value computed on the
 BZ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0982.degrees latitude (g = 980.6199 gals.).
 BZ0982
 BZ0982.The modeled gravity was interpolated from observed gravity values.
 BZ0982
 BZ0982;                    North         East    Units  Estimated Accuracy
 BZ0982;SPC TX C     - 3,203,800.      940,970.      MT  (+/- 180 meters Scaled)
 BZ0982
 BZ0982                          SUPERSEDED SURVEY CONTROL
 BZ0982
 BZ0982  NGVD 29 (??/??/92)  245.840  (m)          806.56   (f) ADJ UNCH    2 0
 BZ0982
 BZ0982.Superseded values are not recommended for survey control.
 BZ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0982.See file dsdata.txt to determine how the superseded data were derived.
 BZ0982
 BZ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV142834(NAD 83)
 BZ0982_MARKER: R = RIVET
 BZ0982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0982_SP_SET: BRIDGE
 BZ0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0982
 BZ0982  HISTORY     - Date     Condition        Report By
 BZ0982  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0982  HISTORY     - 1957     GOOD             DOD
 BZ0982  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0982
 BZ0982                          STATION DESCRIPTION
 BZ0982
 BZ0982'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0982'5.3 MI NW FROM GATESVILLE.
 BZ0982'5.3 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0982'GATESVILLE, CORYELL COUNTY, NEAR POLE 4+18, IN THE TOP OF THE
 BZ0982'SOUTHEAST CONCRETE PIER OF BRIDGE 814, 11 FEET SOUTHWEST OF THE
 BZ0982'CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK. NOTE--
 BZ0982'PIER IN WHICH MARK IS LOCATED STILL STANDING.  RAILROAD BRIDGE HAS
 BZ0982'BEEN DESTROYED.  THIS MARK WOULD BE EXTREMELY DIFFICULT TO UTILIZE DUE
 BZ0982'TO ITS LOCATION.
 BZ0982
 BZ0982                          STATION RECOVERY (2001)
 BZ0982
 BZ0982'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ0982'RAILROAD TRACKS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0446 ***********************************************************************
 DM0446  DESIGNATION -  RV 507+18
 DM0446  PID         -  DM0446
 DM0446  STATE/COUNTY-  TX/HOPKINS
 DM0446  USGS QUAD   -  DIKE (1965)
 DM0446
 DM0446                         *CURRENT SURVEY CONTROL
 DM0446  ___________________________________________________________________
 DM0446* NAD 83(1986)-  33 09 47.     (N)    095 25 30.     (W)     SCALED    
 DM0446* NAVD 88     -       127.484  (meters)     418.25   (feet)  ADJUSTED  
 DM0446  ___________________________________________________________________
 DM0446  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DM0446  DYNAMIC HT  -         127.344 (meters)     417.79  (feet)  COMP
 DM0446  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 DM0446
 DM0446  VERT ORDER  -  SECOND    CLASS 0
 DM0446
 DM0446.The horizontal coordinates were scaled from a topographic map and have
 DM0446.an estimated accuracy of +/- 6 seconds.
 DM0446
 DM0446.The orthometric height was determined by differential leveling
 DM0446.and adjusted by the National Geodetic Survey in June 1991..
 DM0446
 DM0446.The geoid height was determined by GEOID03.
 DM0446
 DM0446.The dynamic height is computed by dividing the NAVD 88
 DM0446.geopotential number by the normal gravity value computed on the
 DM0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0446.degrees latitude (g = 980.6199 gals.).
 DM0446
 DM0446.The modeled gravity was interpolated from observed gravity values.
 DM0446
 DM0446;                    North         East    Units  Estimated Accuracy
 DM0446;SPC TXNC     - 2,170,130.      886,760.      MT  (+/- 180 meters Scaled)
 DM0446
 DM0446                          SUPERSEDED SURVEY CONTROL
 DM0446
 DM0446  NGVD 29 (??/??/92)  127.487  (m)          418.26   (f) ADJ UNCH    2 0
 DM0446
 DM0446.Superseded values are not recommended for survey control.
 DM0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0446.See file dsdata.txt to determine how the superseded data were derived.
 DM0446
 DM0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS738719(NAD 83)
 DM0446_MARKER: R = RIVET
 DM0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0446_SP_SET: CULVERT
 DM0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0446
 DM0446  HISTORY     - Date     Condition        Report By
 DM0446  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0446  HISTORY     - 1934     GOOD             NGS
 DM0446
 DM0446                          STATION DESCRIPTION
 DM0446
 DM0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0446'1.0 MI SW FROM WEAVER.
 DM0446'1.0 MI SW OF AND ALONG THE ST. L AND SW R R.  IN THE COPING OF THE
 DM0446'HEADWALL.  SE CORNER OF CULVERT AT MILE POST 507/18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0983 ***********************************************************************
 BZ0983  DESIGNATION -  RV 508 SLSWRR
 BZ0983  PID         -  BZ0983
 BZ0983  STATE/COUNTY-  TX/CORYELL
 BZ0983  USGS QUAD   -  GATESVILLE WEST (1995)
 BZ0983
 BZ0983                         *CURRENT SURVEY CONTROL
 BZ0983  ___________________________________________________________________
 BZ0983* NAD 83(1986)-  31 28 39.     (N)    097 47 23.     (W)     SCALED    
 BZ0983* NAVD 88     -       248.653  (meters)     815.79   (feet)  ADJUSTED  
 BZ0983  ___________________________________________________________________
 BZ0983  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BZ0983  DYNAMIC HT  -         248.328 (meters)     814.72  (feet)  COMP
 BZ0983  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 BZ0983
 BZ0983  VERT ORDER  -  SECOND    CLASS 0
 BZ0983
 BZ0983.The horizontal coordinates were scaled from a topographic map and have
 BZ0983.an estimated accuracy of +/- 6 seconds.
 BZ0983
 BZ0983.The orthometric height was determined by differential leveling
 BZ0983.and adjusted by the National Geodetic Survey in June 1991..
 BZ0983
 BZ0983.The geoid height was determined by GEOID03.
 BZ0983
 BZ0983.The dynamic height is computed by dividing the NAVD 88
 BZ0983.geopotential number by the normal gravity value computed on the
 BZ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0983.degrees latitude (g = 980.6199 gals.).
 BZ0983
 BZ0983.The modeled gravity was interpolated from observed gravity values.
 BZ0983
 BZ0983;                    North         East    Units  Estimated Accuracy
 BZ0983;SPC TX C     - 3,203,510.      941,670.      MT  (+/- 180 meters Scaled)
 BZ0983
 BZ0983                          SUPERSEDED SURVEY CONTROL
 BZ0983
 BZ0983  NGVD 29 (??/??/92)  248.594  (m)          815.60   (f) ADJ UNCH    2 0
 BZ0983
 BZ0983.Superseded values are not recommended for survey control.
 BZ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0983.See file dsdata.txt to determine how the superseded data were derived.
 BZ0983
 BZ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV149831(NAD 83)
 BZ0983_MARKER: R = RIVET
 BZ0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0983_SP_SET: CULVERT
 BZ0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0983
 BZ0983  HISTORY     - Date     Condition        Report By
 BZ0983  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0983  HISTORY     - 1933     GOOD             NGS
 BZ0983  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0983
 BZ0983                          STATION DESCRIPTION
 BZ0983
 BZ0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0983'4.8 MI NW FROM GATESVILLE.
 BZ0983'4.8 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0983'GATESVILLE, CORYELL COUNTY, AT POLE 4+3, IN THE TOP OF THE SOUTH
 BZ0983'HEADWALL OF A CONCRETE CULVERT, AND 16 FEET SOUTH OF THE CENTERLINE OF
 BZ0983'THE TRACK.
 BZ0983
 BZ0983                          STATION RECOVERY (2001)
 BZ0983
 BZ0983'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ0983'LOCATED ON PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0252 ***********************************************************************
 CR0252  DESIGNATION -  RV 508/24
 CR0252  PID         -  CR0252
 CR0252  STATE/COUNTY-  TX/UPSHUR
 CR0252  USGS QUAD   -  BETTIE (1960)
 CR0252
 CR0252                         *CURRENT SURVEY CONTROL
 CR0252  ___________________________________________________________________
 CR0252* NAD 83(1986)-  32 45 02.     (N)    094 56 46.     (W)     SCALED    
 CR0252* NAVD 88     -       106.215  (meters)     348.47   (feet)  ADJUSTED  
 CR0252  ___________________________________________________________________
 CR0252  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CR0252  DYNAMIC HT  -         106.095 (meters)     348.08  (feet)  COMP
 CR0252  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 CR0252
 CR0252  VERT ORDER  -  SECOND    CLASS 0
 CR0252
 CR0252.The horizontal coordinates were scaled from a topographic map and have
 CR0252.an estimated accuracy of +/- 6 seconds.
 CR0252
 CR0252.The orthometric height was determined by differential leveling
 CR0252.and adjusted by the National Geodetic Survey in June 1991..
 CR0252
 CR0252.The geoid height was determined by GEOID03.
 CR0252
 CR0252.The dynamic height is computed by dividing the NAVD 88
 CR0252.geopotential number by the normal gravity value computed on the
 CR0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0252.degrees latitude (g = 980.6199 gals.).
 CR0252
 CR0252.The modeled gravity was interpolated from observed gravity values.
 CR0252
 CR0252;                    North         East    Units  Estimated Accuracy
 CR0252;SPC TXNC     - 2,125,830.      932,950.      MT  (+/- 180 meters Scaled)
 CR0252
 CR0252                          SUPERSEDED SURVEY CONTROL
 CR0252
 CR0252  NGVD 29 (??/??/92)  106.235  (m)          348.54   (f) ADJ UNCH    2 0
 CR0252
 CR0252.Superseded values are not recommended for survey control.
 CR0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0252.See file dsdata.txt to determine how the superseded data were derived.
 CR0252
 CR0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS176253(NAD 83)
 CR0252_MARKER: R = RIVET
 CR0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0252_SP_SET: CULVERT
 CR0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0252
 CR0252  HISTORY     - Date     Condition        Report By
 CR0252  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0252  HISTORY     - 1954     GOOD             NGS
 CR0252
 CR0252                          STATION DESCRIPTION
 CR0252
 CR0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0252'1.4 MI N FROM GILMER.
 CR0252'1.4 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0252'FROM THE STATION AT GILMER, AT MILEPOST 508/24, 12 FEET WEST OF THE
 CR0252'WEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CR0252'NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0986 ***********************************************************************
 BZ0986  DESIGNATION -  RV 509 SLSWRR
 BZ0986  PID         -  BZ0986
 BZ0986  STATE/COUNTY-  TX/CORYELL
 BZ0986  USGS QUAD   -  GATESVILLE EAST (1994)
 BZ0986
 BZ0986                         *CURRENT SURVEY CONTROL
 BZ0986  ___________________________________________________________________
 BZ0986* NAD 83(1986)-  31 26 54.     (N)    097 44 57.     (W)     SCALED    
 BZ0986* NAVD 88     -       234.873  (meters)     770.58   (feet)  ADJUSTED  
 BZ0986  ___________________________________________________________________
 BZ0986  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BZ0986  DYNAMIC HT  -         234.565 (meters)     769.57  (feet)  COMP
 BZ0986  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 BZ0986
 BZ0986  VERT ORDER  -  SECOND    CLASS 0
 BZ0986
 BZ0986.The horizontal coordinates were scaled from a topographic map and have
 BZ0986.an estimated accuracy of +/- 6 seconds.
 BZ0986
 BZ0986.The orthometric height was determined by differential leveling
 BZ0986.and adjusted by the National Geodetic Survey in June 1991..
 BZ0986
 BZ0986.The geoid height was determined by GEOID03.
 BZ0986
 BZ0986.The dynamic height is computed by dividing the NAVD 88
 BZ0986.geopotential number by the normal gravity value computed on the
 BZ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0986.degrees latitude (g = 980.6199 gals.).
 BZ0986
 BZ0986.The modeled gravity was interpolated from observed gravity values.
 BZ0986
 BZ0986;                    North         East    Units  Estimated Accuracy
 BZ0986;SPC TX C     - 3,200,360.      945,590.      MT  (+/- 180 meters Scaled)
 BZ0986
 BZ0986                          SUPERSEDED SURVEY CONTROL
 BZ0986
 BZ0986  NGVD 29 (??/??/92)  234.812  (m)          770.38   (f) ADJ UNCH    2 0
 BZ0986
 BZ0986.Superseded values are not recommended for survey control.
 BZ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0986.See file dsdata.txt to determine how the superseded data were derived.
 BZ0986
 BZ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV188799(NAD 83)
 BZ0986_MARKER: R = RIVET
 BZ0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0986_SP_SET: CULVERT
 BZ0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0986
 BZ0986  HISTORY     - Date     Condition        Report By
 BZ0986  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0986  HISTORY     - 1933     GOOD             NGS
 BZ0986
 BZ0986                          STATION DESCRIPTION
 BZ0986
 BZ0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0986'1.7 MI NW FROM GATESVILLE.
 BZ0986'1.7 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0986'GATESVILLE, CORYELL COUNTY, 75 FEET SOUTHWEST OF POLE 1+12, IN THE TOP
 BZ0986'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, AND 15 FEET SOUTH OF THE
 BZ0986'CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0464 ***********************************************************************
 DO0464  DESIGNATION -  RV 51
 DO0464  PID         -  DO0464
 DO0464  STATE/COUNTY-  TX/HASKELL
 DO0464  USGS QUAD   -  SAGERTON (1964)
 DO0464
 DO0464                         *CURRENT SURVEY CONTROL
 DO0464  ___________________________________________________________________
 DO0464* NAD 83(1986)-  33 03 21.     (N)    099 58 17.     (W)     SCALED    
 DO0464* NAVD 88     -       504.799  (meters)    1656.16   (feet)  ADJUSTED  
 DO0464  ___________________________________________________________________
 DO0464  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DO0464  DYNAMIC HT  -         504.161 (meters)    1654.07  (feet)  COMP
 DO0464  MODELED GRAV-     979,358.5   (mgal)                       NAVD 88
 DO0464
 DO0464  VERT ORDER  -  FIRST     CLASS II
 DO0464
 DO0464.The horizontal coordinates were scaled from a topographic map and have
 DO0464.an estimated accuracy of +/- 6 seconds.
 DO0464
 DO0464.The orthometric height was determined by differential leveling
 DO0464.and adjusted by the National Geodetic Survey in June 1991..
 DO0464
 DO0464.The geoid height was determined by GEOID03.
 DO0464
 DO0464.The dynamic height is computed by dividing the NAVD 88
 DO0464.geopotential number by the normal gravity value computed on the
 DO0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0464.degrees latitude (g = 980.6199 gals.).
 DO0464
 DO0464.The modeled gravity was interpolated from observed gravity values.
 DO0464
 DO0464;                    North         East    Units  Estimated Accuracy
 DO0464;SPC TXNC     - 2,155,010.      462,600.      MT  (+/- 180 meters Scaled)
 DO0464
 DO0464                          SUPERSEDED SURVEY CONTROL
 DO0464
 DO0464  NGVD 29 (??/??/92)  504.616  (m)         1655.56   (f) ADJ UNCH    1 2
 DO0464
 DO0464.Superseded values are not recommended for survey control.
 DO0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0464.See file dsdata.txt to determine how the superseded data were derived.
 DO0464
 DO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB093578(NAD 83)
 DO0464_MARKER: R = RIVET
 DO0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0464+STABILITY: SURFACE MOTION
 DO0464
 DO0464  HISTORY     - Date     Condition        Report By
 DO0464  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0464  HISTORY     - 1958     GOOD             NGS
 DO0464
 DO0464                          STATION DESCRIPTION
 DO0464
 DO0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0464'1.0 MI S FROM SAGERTON.
 DO0464'1.0 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM SAGERTON,
 DO0464'HASKELL COUNTY, AT MILEPOST 590, AND 40 FEET WEST OF THE TRACK. A
 DO0464'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0464'MARK IS JUST EAST OF MILEPOST 590.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0989 ***********************************************************************
 BZ0989  DESIGNATION -  RV 510 SLSWRR
 BZ0989  PID         -  BZ0989
 BZ0989  STATE/COUNTY-  TX/CORYELL
 BZ0989  USGS QUAD   -  GATESVILLE EAST (1994)
 BZ0989
 BZ0989                         *CURRENT SURVEY CONTROL
 BZ0989  ___________________________________________________________________
 BZ0989* NAD 83(1986)-  31 25 50.     (N)    097 43 32.     (W)     SCALED    
 BZ0989* NAVD 88     -       250.804  (meters)     822.85   (feet)  ADJUSTED  
 BZ0989  ___________________________________________________________________
 BZ0989  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BZ0989  DYNAMIC HT  -         250.475 (meters)     821.77  (feet)  COMP
 BZ0989  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 BZ0989
 BZ0989  VERT ORDER  -  SECOND    CLASS 0
 BZ0989
 BZ0989.The horizontal coordinates were scaled from a topographic map and have
 BZ0989.an estimated accuracy of +/- 6 seconds.
 BZ0989
 BZ0989.The orthometric height was determined by differential leveling
 BZ0989.and adjusted by the National Geodetic Survey in June 1991..
 BZ0989
 BZ0989.The geoid height was determined by GEOID03.
 BZ0989
 BZ0989.The dynamic height is computed by dividing the NAVD 88
 BZ0989.geopotential number by the normal gravity value computed on the
 BZ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0989.degrees latitude (g = 980.6199 gals.).
 BZ0989
 BZ0989.The modeled gravity was interpolated from observed gravity values.
 BZ0989
 BZ0989;                    North         East    Units  Estimated Accuracy
 BZ0989;SPC TX C     - 3,198,440.      947,880.      MT  (+/- 180 meters Scaled)
 BZ0989
 BZ0989                          SUPERSEDED SURVEY CONTROL
 BZ0989
 BZ0989  NGVD 29 (??/??/92)  250.743  (m)          822.65   (f) ADJ UNCH    2 0
 BZ0989
 BZ0989.Superseded values are not recommended for survey control.
 BZ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0989.See file dsdata.txt to determine how the superseded data were derived.
 BZ0989
 BZ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV211780(NAD 83)
 BZ0989_MARKER: R = RIVET
 BZ0989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0989_SP_SET: CULVERT
 BZ0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0989
 BZ0989  HISTORY     - Date     Condition        Report By
 BZ0989  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0989  HISTORY     - 1957     GOOD             DOD
 BZ0989
 BZ0989                          STATION DESCRIPTION
 BZ0989
 BZ0989'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0989'0.4 MI SE FROM GATESVILLE.
 BZ0989'0.4 MILE SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0989'GATESVILLE, CORYELL COUNTY, 70 FEET NORTHWEST OF POLE 722+14, IN THE
 BZ0989'TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT, AND 12 FEET NORTHEAST
 BZ0989'OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0990 ***********************************************************************
 BZ0990  DESIGNATION -  RV 511 SLSWRR
 BZ0990  PID         -  BZ0990
 BZ0990  STATE/COUNTY-  TX/CORYELL
 BZ0990  USGS QUAD   -  GATESVILLE EAST (1994)
 BZ0990
 BZ0990                         *CURRENT SURVEY CONTROL
 BZ0990  ___________________________________________________________________
 BZ0990* NAD 83(1986)-  31 25 23.     (N)    097 42 26.     (W)     SCALED    
 BZ0990* NAVD 88     -       255.900  (meters)     839.57   (feet)  ADJUSTED  
 BZ0990  ___________________________________________________________________
 BZ0990  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BZ0990  DYNAMIC HT  -         255.564 (meters)     838.46  (feet)  COMP
 BZ0990  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 BZ0990
 BZ0990  VERT ORDER  -  SECOND    CLASS 0
 BZ0990
 BZ0990.The horizontal coordinates were scaled from a topographic map and have
 BZ0990.an estimated accuracy of +/- 6 seconds.
 BZ0990
 BZ0990.The orthometric height was determined by differential leveling
 BZ0990.and adjusted by the National Geodetic Survey in June 1991..
 BZ0990
 BZ0990.The geoid height was determined by GEOID03.
 BZ0990
 BZ0990.The dynamic height is computed by dividing the NAVD 88
 BZ0990.geopotential number by the normal gravity value computed on the
 BZ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0990.degrees latitude (g = 980.6199 gals.).
 BZ0990
 BZ0990.The modeled gravity was interpolated from observed gravity values.
 BZ0990
 BZ0990;                    North         East    Units  Estimated Accuracy
 BZ0990;SPC TX C     - 3,197,650.      949,650.      MT  (+/- 180 meters Scaled)
 BZ0990
 BZ0990                          SUPERSEDED SURVEY CONTROL
 BZ0990
 BZ0990  NGVD 29 (??/??/92)  255.837  (m)          839.36   (f) ADJ UNCH    2 0
 BZ0990
 BZ0990.Superseded values are not recommended for survey control.
 BZ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0990.See file dsdata.txt to determine how the superseded data were derived.
 BZ0990
 BZ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV228772(NAD 83)
 BZ0990_MARKER: R = RIVET
 BZ0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0990_SP_SET: CULVERT
 BZ0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0990
 BZ0990  HISTORY     - Date     Condition        Report By
 BZ0990  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0990  HISTORY     - 1957     GOOD             DOD
 BZ0990
 BZ0990                          STATION DESCRIPTION
 BZ0990
 BZ0990'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0990'1.6 MI SE FROM GATESVILLE.
 BZ0990'1.6 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0990'GATESVILLE, CORYELL COUNTY, 58 FEET NORTHWEST OF POLE 721+9, IN THE
 BZ0990'TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, AND 14 FEET SOUTHWEST
 BZ0990'OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0993 ***********************************************************************
 BZ0993  DESIGNATION -  RV 512
 BZ0993  PID         -  BZ0993
 BZ0993  STATE/COUNTY-  TX/CORYELL
 BZ0993  USGS QUAD   -  GATESVILLE EAST (1994)
 BZ0993
 BZ0993                         *CURRENT SURVEY CONTROL
 BZ0993  ___________________________________________________________________
 BZ0993* NAD 83(1986)-  31 23 21.     (N)    097 41 02.     (W)     SCALED    
 BZ0993* NAVD 88     -       227.674  (meters)     746.96   (feet)  ADJUSTED  
 BZ0993  ___________________________________________________________________
 BZ0993  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BZ0993  DYNAMIC HT  -         227.375 (meters)     745.98  (feet)  COMP
 BZ0993  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 BZ0993
 BZ0993  VERT ORDER  -  SECOND    CLASS 0
 BZ0993
 BZ0993.The horizontal coordinates were scaled from a topographic map and have
 BZ0993.an estimated accuracy of +/- 6 seconds.
 BZ0993
 BZ0993.The orthometric height was determined by differential leveling
 BZ0993.and adjusted by the National Geodetic Survey in June 1991..
 BZ0993
 BZ0993.The geoid height was determined by GEOID03.
 BZ0993
 BZ0993.The dynamic height is computed by dividing the NAVD 88
 BZ0993.geopotential number by the normal gravity value computed on the
 BZ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0993.degrees latitude (g = 980.6199 gals.).
 BZ0993
 BZ0993.The modeled gravity was interpolated from observed gravity values.
 BZ0993
 BZ0993;                    North         East    Units  Estimated Accuracy
 BZ0993;SPC TX C     - 3,193,950.      951,950.      MT  (+/- 180 meters Scaled)
 BZ0993
 BZ0993                          SUPERSEDED SURVEY CONTROL
 BZ0993
 BZ0993  NGVD 29 (??/??/92)  227.619  (m)          746.78   (f) ADJ UNCH    2 0
 BZ0993
 BZ0993.Superseded values are not recommended for survey control.
 BZ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0993.See file dsdata.txt to determine how the superseded data were derived.
 BZ0993
 BZ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV251734(NAD 83)
 BZ0993_MARKER: R = RIVET
 BZ0993_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BZ0993_SP_SET: CULVERT HEADWALL
 BZ0993_MARK LOGO: SLSWRR
 BZ0993_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0993+STABILITY: SURFACE MOTION
 BZ0993
 BZ0993  HISTORY     - Date     Condition        Report By
 BZ0993  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0993  HISTORY     - 1957     GOOD             DOD
 BZ0993  HISTORY     - 19910220 GOOD             USGS
 BZ0993
 BZ0993                          STATION DESCRIPTION
 BZ0993
 BZ0993'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0993'4.4 MI SE FROM GATESVILLE.
 BZ0993'4.4 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0993'GATESVILLE, CORYELL COUNTY, 47 FEET WEST OF POLE 718+14, IN THE TOP OF
 BZ0993'THE WEST HEADWALL OF A CONCRETE CULVERT, AND 12 FEET WEST OF THE
 BZ0993'CENTERLINE OF THE TRACK.
 BZ0993
 BZ0993                          STATION RECOVERY (1991)
 BZ0993
 BZ0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ0993'ABOUT 4.4 MILES (7.1 KM) SOUTHEAST ALONG THE OLD RAILROAD FROM
 BZ0993'GATESVILLE, IN THE TOP OF THE WEST HEADWALL OF A CONCRETE CULVERT, 12
 BZ0993'FEET (3.7 M) WEST OF THE CENTERLINE OF THE OLD RAILROAD GRADE, 400
 BZ0993'FEET (121.9 M) SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, ABOUT 6
 BZ0993'INCHES BELOW GROUND LEVEL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0995 ***********************************************************************
 BZ0995  DESIGNATION -  RV 513 SLSWRR
 BZ0995  PID         -  BZ0995
 BZ0995  STATE/COUNTY-  TX/CORYELL
 BZ0995  USGS QUAD   -  NORTH FORT HOOD (1994)
 BZ0995
 BZ0995                         *CURRENT SURVEY CONTROL
 BZ0995  ___________________________________________________________________
 BZ0995* NAD 83(1986)-  31 22 04.     (N)    097 39 24.     (W)     SCALED    
 BZ0995* NAVD 88     -       214.974  (meters)     705.29   (feet)  ADJUSTED  
 BZ0995  ___________________________________________________________________
 BZ0995  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BZ0995  DYNAMIC HT  -         214.690 (meters)     704.36  (feet)  COMP
 BZ0995  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 BZ0995
 BZ0995  VERT ORDER  -  SECOND    CLASS 0
 BZ0995
 BZ0995.The horizontal coordinates were scaled from a topographic map and have
 BZ0995.an estimated accuracy of +/- 6 seconds.
 BZ0995
 BZ0995.The orthometric height was determined by differential leveling
 BZ0995.and adjusted by the National Geodetic Survey in June 1991..
 BZ0995
 BZ0995.The geoid height was determined by GEOID03.
 BZ0995
 BZ0995.The dynamic height is computed by dividing the NAVD 88
 BZ0995.geopotential number by the normal gravity value computed on the
 BZ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0995.degrees latitude (g = 980.6199 gals.).
 BZ0995
 BZ0995.The modeled gravity was interpolated from observed gravity values.
 BZ0995
 BZ0995;                    North         East    Units  Estimated Accuracy
 BZ0995;SPC TX C     - 3,191,640.      954,600.      MT  (+/- 180 meters Scaled)
 BZ0995
 BZ0995                          SUPERSEDED SURVEY CONTROL
 BZ0995
 BZ0995  NGVD 29 (??/??/92)  214.922  (m)          705.12   (f) ADJ UNCH    2 0
 BZ0995
 BZ0995.Superseded values are not recommended for survey control.
 BZ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0995.See file dsdata.txt to determine how the superseded data were derived.
 BZ0995
 BZ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV277711(NAD 83)
 BZ0995_MARKER: R = RIVET
 BZ0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0995_SP_SET: CULVERT
 BZ0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0995
 BZ0995  HISTORY     - Date     Condition        Report By
 BZ0995  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0995  HISTORY     - 1933     GOOD             NGS
 BZ0995
 BZ0995                          STATION DESCRIPTION
 BZ0995
 BZ0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0995'7.0 MI SE FROM GATESVILLE.
 BZ0995'7.0 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0995'GATESVILLE, CORYELL COUNTY, 62 FEET SOUTH OF MILEPOST 716, IN THE TOP
 BZ0995'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT, AND 19 FEET SOUTHWEST
 BZ0995'OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0256 ***********************************************************************
 CR0256  DESIGNATION -  RV 513/16
 CR0256  PID         -  CR0256
 CR0256  STATE/COUNTY-  TX/UPSHUR
 CR0256  USGS QUAD   -  GILMER (1978)
 CR0256
 CR0256                         *CURRENT SURVEY CONTROL
 CR0256  ___________________________________________________________________
 CR0256* NAD 83(1986)-  32 41 35.     (N)    094 58 33.     (W)     SCALED    
 CR0256* NAVD 88     -       127.726  (meters)     419.05   (feet)  ADJUSTED  
 CR0256  ___________________________________________________________________
 CR0256  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CR0256  DYNAMIC HT  -         127.580 (meters)     418.57  (feet)  COMP
 CR0256  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 CR0256
 CR0256  VERT ORDER  -  SECOND    CLASS 0
 CR0256
 CR0256.The horizontal coordinates were scaled from a topographic map and have
 CR0256.an estimated accuracy of +/- 6 seconds.
 CR0256
 CR0256.The orthometric height was determined by differential leveling
 CR0256.and adjusted by the National Geodetic Survey in June 1991..
 CR0256
 CR0256.The geoid height was determined by GEOID03.
 CR0256
 CR0256.The dynamic height is computed by dividing the NAVD 88
 CR0256.geopotential number by the normal gravity value computed on the
 CR0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0256.degrees latitude (g = 980.6199 gals.).
 CR0256
 CR0256.The modeled gravity was interpolated from observed gravity values.
 CR0256
 CR0256;                    North         East    Units  Estimated Accuracy
 CR0256;SPC TXNC     - 2,119,360.      930,380.      MT  (+/- 180 meters Scaled)
 CR0256
 CR0256                          SUPERSEDED SURVEY CONTROL
 CR0256
 CR0256  NGVD 29 (??/??/92)  127.747  (m)          419.12   (f) ADJ UNCH    2 0
 CR0256
 CR0256.Superseded values are not recommended for survey control.
 CR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0256.See file dsdata.txt to determine how the superseded data were derived.
 CR0256
 CR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS147189(NAD 83)
 CR0256_MARKER: R = RIVET
 CR0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0256_SP_SET: CULVERT
 CR0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0256
 CR0256  HISTORY     - Date     Condition        Report By
 CR0256  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0256  HISTORY     - 1954     GOOD             NGS
 CR0256
 CR0256                          STATION DESCRIPTION
 CR0256
 CR0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0256'3.3 MI SW FROM GILMER.
 CR0256'3.3 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0256'FROM THE STATION AT GILMER, 1 1/2 POLES SOUTHWEST OF MILEPOST 513/15,
 CR0256'10.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE
 CR0256'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A SMALL CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0998 ***********************************************************************
 BZ0998  DESIGNATION -  RV 514 SLSWRR
 BZ0998  PID         -  BZ0998
 BZ0998  STATE/COUNTY-  TX/CORYELL
 BZ0998  USGS QUAD   -  LEON JUNCTION (1995)
 BZ0998
 BZ0998                         *CURRENT SURVEY CONTROL
 BZ0998  ___________________________________________________________________
 BZ0998* NAD 83(1986)-  31 20 47.     (N)    097 36 16.     (W)     SCALED    
 BZ0998* NAVD 88     -       206.986  (meters)     679.09   (feet)  ADJUSTED  
 BZ0998  ___________________________________________________________________
 BZ0998  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BZ0998  DYNAMIC HT  -         206.712 (meters)     678.19  (feet)  COMP
 BZ0998  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 BZ0998
 BZ0998  VERT ORDER  -  SECOND    CLASS 0
 BZ0998
 BZ0998.The horizontal coordinates were scaled from a topographic map and have
 BZ0998.an estimated accuracy of +/- 6 seconds.
 BZ0998
 BZ0998.The orthometric height was determined by differential leveling
 BZ0998.and adjusted by the National Geodetic Survey in June 1991..
 BZ0998
 BZ0998.The geoid height was determined by GEOID03.
 BZ0998
 BZ0998.The dynamic height is computed by dividing the NAVD 88
 BZ0998.geopotential number by the normal gravity value computed on the
 BZ0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0998.degrees latitude (g = 980.6199 gals.).
 BZ0998
 BZ0998.The modeled gravity was interpolated from observed gravity values.
 BZ0998
 BZ0998;                    North         East    Units  Estimated Accuracy
 BZ0998;SPC TX C     - 3,189,390.      959,620.      MT  (+/- 180 meters Scaled)
 BZ0998
 BZ0998                          SUPERSEDED SURVEY CONTROL
 BZ0998
 BZ0998  NGVD 29 (??/??/92)  206.934  (m)          678.92   (f) ADJ UNCH    2 0
 BZ0998
 BZ0998.Superseded values are not recommended for survey control.
 BZ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0998.See file dsdata.txt to determine how the superseded data were derived.
 BZ0998
 BZ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV327688(NAD 83)
 BZ0998_MARKER: R = RIVET
 BZ0998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0998_SP_SET: BRIDGE
 BZ0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0998
 BZ0998  HISTORY     - Date     Condition        Report By
 BZ0998  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0998  HISTORY     - 1957     MARK NOT FOUND   DOD
 BZ0998
 BZ0998                          STATION DESCRIPTION
 BZ0998
 BZ0998'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0998'9.9 MI SW FROM OGLESBY.
 BZ0998'9.9 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0998'OGLESBY, CORYELL COUNTY, 24 FEET SOUTH OF POLE 712+5, IN THE TOP OF
 BZ0998'THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE 784, AND 10 FEET NORTH OF
 BZ0998'THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1001 ***********************************************************************
 BZ1001  DESIGNATION -  RV 515 SLSWRR
 BZ1001  PID         -  BZ1001
 BZ1001  STATE/COUNTY-  TX/CORYELL
 BZ1001  USGS QUAD   -  OGLESBY (1994)
 BZ1001
 BZ1001                         *CURRENT SURVEY CONTROL
 BZ1001  ___________________________________________________________________
 BZ1001* NAD 83(1986)-  31 22 32.     (N)    097 33 35.     (W)     SCALED    
 BZ1001* NAVD 88     -       199.187  (meters)     653.50   (feet)  ADJUSTED  
 BZ1001  ___________________________________________________________________
 BZ1001  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BZ1001  DYNAMIC HT  -         198.925 (meters)     652.64  (feet)  COMP
 BZ1001  MODELED GRAV-     979,319.5   (mgal)                       NAVD 88
 BZ1001
 BZ1001  VERT ORDER  -  SECOND    CLASS 0
 BZ1001
 BZ1001.The horizontal coordinates were scaled from a topographic map and have
 BZ1001.an estimated accuracy of +/- 6 seconds.
 BZ1001
 BZ1001.The orthometric height was determined by differential leveling
 BZ1001.and adjusted by the National Geodetic Survey in June 1991..
 BZ1001
 BZ1001.The geoid height was determined by GEOID03.
 BZ1001
 BZ1001.The dynamic height is computed by dividing the NAVD 88
 BZ1001.geopotential number by the normal gravity value computed on the
 BZ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1001.degrees latitude (g = 980.6199 gals.).
 BZ1001
 BZ1001.The modeled gravity was interpolated from observed gravity values.
 BZ1001
 BZ1001;                    North         East    Units  Estimated Accuracy
 BZ1001;SPC TX C     - 3,192,730.      963,800.      MT  (+/- 180 meters Scaled)
 BZ1001
 BZ1001                          SUPERSEDED SURVEY CONTROL
 BZ1001
 BZ1001  NGVD 29 (??/??/92)  199.139  (m)          653.34   (f) ADJ UNCH    2 0
 BZ1001
 BZ1001.Superseded values are not recommended for survey control.
 BZ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1001.See file dsdata.txt to determine how the superseded data were derived.
 BZ1001
 BZ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV369721(NAD 83)
 BZ1001_MARKER: R = RIVET
 BZ1001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1001_SP_SET: BRIDGE ABUTMENT
 BZ1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1001
 BZ1001  HISTORY     - Date     Condition        Report By
 BZ1001  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ1001  HISTORY     - 1933     GOOD             NGS
 BZ1001
 BZ1001                          STATION DESCRIPTION
 BZ1001
 BZ1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ1001'5.2 MI SW FROM OGLESBY.
 BZ1001'5.2 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ1001'OGLESBY, CORYELL COUNTY, 18 FEET SOUTHEAST OF POLE 707+15, IN THE TOP
 BZ1001'OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 778, AND 9 FEET NORTH OF THE
 BZ1001'CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1004 ***********************************************************************
 BZ1004  DESIGNATION -  RV 516 SLSWRR
 BZ1004  PID         -  BZ1004
 BZ1004  STATE/COUNTY-  TX/CORYELL
 BZ1004  USGS QUAD   -  OGLESBY (1994)
 BZ1004
 BZ1004                         *CURRENT SURVEY CONTROL
 BZ1004  ___________________________________________________________________
 BZ1004* NAD 83(1986)-  31 23 39.     (N)    097 31 39.     (W)     SCALED    
 BZ1004* NAVD 88     -       216.968  (meters)     711.84   (feet)  ADJUSTED  
 BZ1004  ___________________________________________________________________
 BZ1004  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BZ1004  DYNAMIC HT  -         216.683 (meters)     710.90  (feet)  COMP
 BZ1004  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 BZ1004
 BZ1004  VERT ORDER  -  SECOND    CLASS 0
 BZ1004
 BZ1004.The horizontal coordinates were scaled from a topographic map and have
 BZ1004.an estimated accuracy of +/- 6 seconds.
 BZ1004
 BZ1004.The orthometric height was determined by differential leveling
 BZ1004.and adjusted by the National Geodetic Survey in June 1991..
 BZ1004
 BZ1004.The geoid height was determined by GEOID03.
 BZ1004
 BZ1004.The dynamic height is computed by dividing the NAVD 88
 BZ1004.geopotential number by the normal gravity value computed on the
 BZ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1004.degrees latitude (g = 980.6199 gals.).
 BZ1004
 BZ1004.The modeled gravity was interpolated from observed gravity values.
 BZ1004
 BZ1004;                    North         East    Units  Estimated Accuracy
 BZ1004;SPC TX C     - 3,194,870.      966,810.      MT  (+/- 180 meters Scaled)
 BZ1004
 BZ1004                          SUPERSEDED SURVEY CONTROL
 BZ1004
 BZ1004  NGVD 29 (??/??/92)  216.916  (m)          711.67   (f) ADJ UNCH    2 0
 BZ1004
 BZ1004.Superseded values are not recommended for survey control.
 BZ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1004.See file dsdata.txt to determine how the superseded data were derived.
 BZ1004
 BZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV399742(NAD 83)
 BZ1004_MARKER: R = RIVET
 BZ1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1004_SP_SET: BRIDGE ABUTMENT
 BZ1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1004
 BZ1004  HISTORY     - Date     Condition        Report By
 BZ1004  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ1004  HISTORY     - 1933     GOOD             NGS
 BZ1004
 BZ1004                          STATION DESCRIPTION
 BZ1004
 BZ1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ1004'2.2 MI SW FROM OGLESBY.
 BZ1004'2.2 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ1004'OGLESBY, CORYELL COUNTY, 27 FEET EAST OF POLE 704+18, IN THE TOP OF
 BZ1004'THE SOUTHWEST WINGWALL OF THE CONCRETE ABUTMENT OF BRIDGE 773, AND 8
 BZ1004'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0355 ***********************************************************************
 CR0355  DESIGNATION -  RV 516/28
 CR0355  PID         -  CR0355
 CR0355  STATE/COUNTY-  TX/UPSHUR
 CR0355  USGS QUAD   -  PRITCHETT (1981)
 CR0355
 CR0355                         *CURRENT SURVEY CONTROL
 CR0355  ___________________________________________________________________
 CR0355* NAD 83(1986)-  32 39 47.     (N)    095 00 56.     (W)     SCALED    
 CR0355* NAVD 88     -       120.803  (meters)     396.33   (feet)  ADJUSTED  
 CR0355  ___________________________________________________________________
 CR0355  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CR0355  DYNAMIC HT  -         120.665 (meters)     395.88  (feet)  COMP
 CR0355  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CR0355
 CR0355  VERT ORDER  -  SECOND    CLASS 0
 CR0355
 CR0355.The horizontal coordinates were scaled from a topographic map and have
 CR0355.an estimated accuracy of +/- 6 seconds.
 CR0355
 CR0355.The orthometric height was determined by differential leveling
 CR0355.and adjusted by the National Geodetic Survey in June 1991..
 CR0355
 CR0355.The geoid height was determined by GEOID03.
 CR0355
 CR0355.The dynamic height is computed by dividing the NAVD 88
 CR0355.geopotential number by the normal gravity value computed on the
 CR0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0355.degrees latitude (g = 980.6199 gals.).
 CR0355
 CR0355.The modeled gravity was interpolated from observed gravity values.
 CR0355
 CR0355;                    North         East    Units  Estimated Accuracy
 CR0355;SPC TXNC     - 2,115,910.      926,770.      MT  (+/- 180 meters Scaled)
 CR0355
 CR0355                          SUPERSEDED SURVEY CONTROL
 CR0355
 CR0355  NGVD 29 (??/??/92)  120.826  (m)          396.41   (f) ADJ UNCH    2 0
 CR0355
 CR0355.Superseded values are not recommended for survey control.
 CR0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0355.See file dsdata.txt to determine how the superseded data were derived.
 CR0355
 CR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS109157(NAD 83)
 CR0355_MARKER: R = RIVET
 CR0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0355_SP_SET: CULVERT
 CR0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0355+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 CR0355
 CR0355  HISTORY     - Date     Condition        Report By
 CR0355  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0355  HISTORY     - 1954     GOOD             NGS
 CR0355  HISTORY     - 20040607 GOOD             USPSQD
 CR0355
 CR0355                          STATION DESCRIPTION
 CR0355
 CR0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0355'6.7 MI SW FROM GILMER.
 CR0355'6.7 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0355'FROM THE STATION AT GILMER, 0.1 MILE NORTHEAST OF THE STATION SIGN AT
 CR0355'PRITCHETT, 2 1/2 POLES NORTHEAST OF MILEPOST 517, 16 FEET SOUTHEAST OF
 CR0355'THE SOUTHEAST RAIL, 8 FEET BELOW THE TOP OF THE RAILS, ACROSS THE
 CR0355'TRACK FROM BENCH MARK X 276, SET IN THE TOP OF THE NORTHEAST END OF
 CR0355'THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 CR0355
 CR0355                          STATION RECOVERY (2004)
 CR0355
 CR0355'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0864 ***********************************************************************
 BZ0864  DESIGNATION -  RV 518 SLSWRR
 BZ0864  PID         -  BZ0864
 BZ0864  STATE/COUNTY-  TX/CORYELL
 BZ0864  USGS QUAD   -  MC GREGOR (1993)
 BZ0864
 BZ0864                         *CURRENT SURVEY CONTROL
 BZ0864  ___________________________________________________________________
 BZ0864* NAD 83(1986)-  31 25 14.     (N)    097 29 36.     (W)     SCALED    
 BZ0864* NAVD 88     -       253.648  (meters)     832.18   (feet)  ADJUSTED  
 BZ0864  ___________________________________________________________________
 BZ0864  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BZ0864  DYNAMIC HT  -         253.314 (meters)     831.08  (feet)  COMP
 BZ0864  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 BZ0864
 BZ0864  VERT ORDER  -  SECOND    CLASS 0
 BZ0864
 BZ0864.The horizontal coordinates were scaled from a topographic map and have
 BZ0864.an estimated accuracy of +/- 6 seconds.
 BZ0864
 BZ0864.The orthometric height was determined by differential leveling
 BZ0864.and adjusted by the National Geodetic Survey in June 1991..
 BZ0864
 BZ0864.The geoid height was determined by GEOID03.
 BZ0864
 BZ0864.The dynamic height is computed by dividing the NAVD 88
 BZ0864.geopotential number by the normal gravity value computed on the
 BZ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0864.degrees latitude (g = 980.6199 gals.).
 BZ0864
 BZ0864.The modeled gravity was interpolated from observed gravity values.
 BZ0864
 BZ0864;                    North         East    Units  Estimated Accuracy
 BZ0864;SPC TX C     - 3,197,880.      969,980.      MT  (+/- 180 meters Scaled)
 BZ0864
 BZ0864                          SUPERSEDED SURVEY CONTROL
 BZ0864
 BZ0864  NGVD 29 (??/??/92)  253.592  (m)          831.99   (f) ADJ UNCH    2 0
 BZ0864
 BZ0864.Superseded values are not recommended for survey control.
 BZ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0864.See file dsdata.txt to determine how the superseded data were derived.
 BZ0864
 BZ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV432771(NAD 83)
 BZ0864_MARKER: R = RIVET
 BZ0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0864_SP_SET: CULVERT
 BZ0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0864
 BZ0864  HISTORY     - Date     Condition        Report By
 BZ0864  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0864  HISTORY     - 1933     GOOD             NGS
 BZ0864  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0864
 BZ0864                          STATION DESCRIPTION
 BZ0864
 BZ0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0864'0.7 MI E FROM OBLESBY.
 BZ0864'0.7 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM OGLESBY,
 BZ0864'CORYELL COUNTY, 75 FEET WEST OF POLE 701+21, IN THE TOP OF THE WEST
 BZ0864'HEADWALL OF A CONCRETE CULVERT, AND 14 FEET SOUTH OF THE CENTERLINE OF
 BZ0864'THE TRACK.
 BZ0864
 BZ0864                          STATION RECOVERY (2003)
 BZ0864
 BZ0864'RECOVERY NOTE BY US POWER SQUADRON 2003
 BZ0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0358 ***********************************************************************
 CR0358  DESIGNATION -  RV 518/25
 CR0358  PID         -  CR0358
 CR0358  STATE/COUNTY-  TX/UPSHUR
 CR0358  USGS QUAD   -  PRITCHETT (1981)
 CR0358
 CR0358                         *CURRENT SURVEY CONTROL
 CR0358  ___________________________________________________________________
 CR0358* NAD 83(1986)-  32 38 42.     (N)    095 02 26.     (W)     SCALED    
 CR0358* NAVD 88     -       103.002  (meters)     337.93   (feet)  ADJUSTED  
 CR0358  ___________________________________________________________________
 CR0358  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CR0358  DYNAMIC HT  -         102.884 (meters)     337.55  (feet)  COMP
 CR0358  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 CR0358
 CR0358  VERT ORDER  -  SECOND    CLASS 0
 CR0358
 CR0358.The horizontal coordinates were scaled from a topographic map and have
 CR0358.an estimated accuracy of +/- 6 seconds.
 CR0358
 CR0358.The orthometric height was determined by differential leveling
 CR0358.and adjusted by the National Geodetic Survey in June 1991..
 CR0358
 CR0358.The geoid height was determined by GEOID03.
 CR0358
 CR0358.The dynamic height is computed by dividing the NAVD 88
 CR0358.geopotential number by the normal gravity value computed on the
 CR0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0358.degrees latitude (g = 980.6199 gals.).
 CR0358
 CR0358.The modeled gravity was interpolated from observed gravity values.
 CR0358
 CR0358;                    North         East    Units  Estimated Accuracy
 CR0358;SPC TXNC     - 2,113,830.      924,490.      MT  (+/- 180 meters Scaled)
 CR0358
 CR0358                          SUPERSEDED SURVEY CONTROL
 CR0358
 CR0358  NGVD 29 (??/??/92)  103.030  (m)          338.02   (f) ADJ UNCH    2 0
 CR0358
 CR0358.Superseded values are not recommended for survey control.
 CR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0358.See file dsdata.txt to determine how the superseded data were derived.
 CR0358
 CR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS086137(NAD 83)
 CR0358_MARKER: R = RIVET
 CR0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0358+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CR0358
 CR0358  HISTORY     - Date     Condition        Report By
 CR0358  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0358  HISTORY     - 1954     GOOD             NGS
 CR0358  HISTORY     - 20040608 GOOD             USPSQD
 CR0358
 CR0358                          STATION DESCRIPTION
 CR0358
 CR0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0358'6.4 MI NE FROM BIG SANDY.
 CR0358'6.4 MILES NORTHEAST ALONG THE ST. LOUIS, SOUTHWESTERN RAILROAD OF
 CR0358'TEXAS FROM THE STATION AT BIG SANDY, 1/2 POLE SOUTHWEST OF MILEPOST
 CR0358'518/25, 15 FEET NORTHWEST OF THE NORTHWEST RAIL, 6 FEET BELOW THE TOP
 CR0358'OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 CR0358'HEADWALL OF A CONCRETE CULVERT.
 CR0358
 CR0358                          STATION RECOVERY (2004)
 CR0358
 CR0358'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0357 ***********************************************************************
 CR0357  DESIGNATION -  RV 518/8
 CR0357  PID         -  CR0357
 CR0357  STATE/COUNTY-  TX/UPSHUR
 CR0357  USGS QUAD   -  PRITCHETT (1981)
 CR0357
 CR0357                         *CURRENT SURVEY CONTROL
 CR0357  ___________________________________________________________________
 CR0357* NAD 83(1986)-  32 39 02.     (N)    095 02 00.     (W)     SCALED    
 CR0357* NAVD 88     -       105.368  (meters)     345.69   (feet)  ADJUSTED  
 CR0357  ___________________________________________________________________
 CR0357  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CR0357  DYNAMIC HT  -         105.248 (meters)     345.30  (feet)  COMP
 CR0357  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 CR0357
 CR0357  VERT ORDER  -  SECOND    CLASS 0
 CR0357
 CR0357.The horizontal coordinates were scaled from a topographic map and have
 CR0357.an estimated accuracy of +/- 6 seconds.
 CR0357
 CR0357.The orthometric height was determined by differential leveling
 CR0357.and adjusted by the National Geodetic Survey in June 1991..
 CR0357
 CR0357.The geoid height was determined by GEOID03.
 CR0357
 CR0357.The dynamic height is computed by dividing the NAVD 88
 CR0357.geopotential number by the normal gravity value computed on the
 CR0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0357.degrees latitude (g = 980.6199 gals.).
 CR0357
 CR0357.The modeled gravity was interpolated from observed gravity values.
 CR0357
 CR0357;                    North         East    Units  Estimated Accuracy
 CR0357;SPC TXNC     - 2,114,470.      925,150.      MT  (+/- 180 meters Scaled)
 CR0357
 CR0357                          SUPERSEDED SURVEY CONTROL
 CR0357
 CR0357  NGVD 29 (??/??/92)  105.395  (m)          345.78   (f) ADJ UNCH    2 0
 CR0357
 CR0357.Superseded values are not recommended for survey control.
 CR0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0357.See file dsdata.txt to determine how the superseded data were derived.
 CR0357
 CR0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS092143(NAD 83)
 CR0357_MARKER: R = RIVET
 CR0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0357_SP_SET: CULVERT
 CR0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0357+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CR0357
 CR0357  HISTORY     - Date     Condition        Report By
 CR0357  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0357  HISTORY     - 1954     GOOD             NGS
 CR0357  HISTORY     - 20040608 GOOD             USPSQD
 CR0357
 CR0357                          STATION DESCRIPTION
 CR0357
 CR0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0357'6.8 MI NE FROM BIG SANDY.
 CR0357'6.8 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0357'FROM THE STATION AT BIG SANDY, 2 POLES NORTHEAST OF MILEPOST 518/10,
 CR0357'14 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET BELOW THE TOP OF THE
 CR0357'RAILS, ACROSS THE TRACK FROM BENCH MARK Y 276, SET IN THE TOP OF THE
 CR0357'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A LARGE CONCRETE CULVERT.
 CR0357
 CR0357                          STATION RECOVERY (2004)
 CR0357
 CR0357'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0867 ***********************************************************************
 BZ0867  DESIGNATION -  RV 519 SLSWRR
 BZ0867  PID         -  BZ0867
 BZ0867  STATE/COUNTY-  TX/MCLENNAN
 BZ0867  USGS QUAD   -  MC GREGOR (1993)
 BZ0867
 BZ0867                         *CURRENT SURVEY CONTROL
 BZ0867  ___________________________________________________________________
 BZ0867* NAD 83(1986)-  31 26 27.     (N)    097 24 33.     (W)     SCALED    
 BZ0867* NAVD 88     -       217.083  (meters)     712.21   (feet)  ADJUSTED  
 BZ0867  ___________________________________________________________________
 BZ0867  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BZ0867  DYNAMIC HT  -         216.800 (meters)     711.28  (feet)  COMP
 BZ0867  MODELED GRAV-     979,332.9   (mgal)                       NAVD 88
 BZ0867
 BZ0867  VERT ORDER  -  SECOND    CLASS 0
 BZ0867
 BZ0867.The horizontal coordinates were scaled from a topographic map and have
 BZ0867.an estimated accuracy of +/- 6 seconds.
 BZ0867
 BZ0867.The orthometric height was determined by differential leveling
 BZ0867.and adjusted by the National Geodetic Survey in June 1991..
 BZ0867
 BZ0867.The geoid height was determined by GEOID03.
 BZ0867
 BZ0867.The dynamic height is computed by dividing the NAVD 88
 BZ0867.geopotential number by the normal gravity value computed on the
 BZ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0867.degrees latitude (g = 980.6199 gals.).
 BZ0867
 BZ0867.The modeled gravity was interpolated from observed gravity values.
 BZ0867
 BZ0867;                    North         East    Units  Estimated Accuracy
 BZ0867;SPC TX C     - 3,200,330.      977,920.      MT  (+/- 180 meters Scaled)
 BZ0867
 BZ0867                          SUPERSEDED SURVEY CONTROL
 BZ0867
 BZ0867  NGVD 29 (??/??/92)  217.038  (m)          712.07   (f) ADJ UNCH    2 0
 BZ0867
 BZ0867.Superseded values are not recommended for survey control.
 BZ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0867.See file dsdata.txt to determine how the superseded data were derived.
 BZ0867
 BZ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV511795(NAD 83)
 BZ0867_MARKER: R = RIVET
 BZ0867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0867_SP_SET: CULVERT
 BZ0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0867
 BZ0867  HISTORY     - Date     Condition        Report By
 BZ0867  HISTORY     - UNK      MONUMENTED       SLSWRR
 BZ0867  HISTORY     - 1933     GOOD             NGS
 BZ0867  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0867  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0867  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0867
 BZ0867                          STATION DESCRIPTION
 BZ0867
 BZ0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0867'IN MCGREGOR.
 BZ0867'AT MCGREGOR, MCLENNAN COUNTY, ON THE ST. LOUIS SOUTHWESTERN RAILWAY,
 BZ0867'75 FEET EAST OF POLE 696+15, IN THE TOP OF THE SOUTH HEADWALL OF A
 BZ0867'CONCRETE CULVERT, AND 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 BZ0867
 BZ0867                          STATION RECOVERY (1995)
 BZ0867
 BZ0867'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0867'MARK NOT FOUND.
 BZ0867
 BZ0867                          STATION RECOVERY (2001)
 BZ0867
 BZ0867'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0867'MARK NOT FOUND.
 BZ0867
 BZ0867                          STATION RECOVERY (2003)
 BZ0867
 BZ0867'RECOVERY NOTE BY US POWER SQUADRON 2003
 BZ0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0465 ***********************************************************************
 DO0465  DESIGNATION -  RV 52
 DO0465  PID         -  DO0465
 DO0465  STATE/COUNTY-  TX/HASKELL
 DO0465  USGS QUAD   -  SAGERTON (1964)
 DO0465
 DO0465                         *CURRENT SURVEY CONTROL
 DO0465  ___________________________________________________________________
 DO0465* NAD 83(1986)-  33 04 11.     (N)    099 57 54.     (W)     SCALED    
 DO0465* NAVD 88     -       499.508  (meters)    1638.80   (feet)  ADJUSTED  
 DO0465  ___________________________________________________________________
 DO0465  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DO0465  DYNAMIC HT  -         498.878 (meters)    1636.74  (feet)  COMP
 DO0465  MODELED GRAV-     979,360.8   (mgal)                       NAVD 88
 DO0465
 DO0465  VERT ORDER  -  FIRST     CLASS II
 DO0465
 DO0465.The horizontal coordinates were scaled from a topographic map and have
 DO0465.an estimated accuracy of +/- 6 seconds.
 DO0465
 DO0465.The orthometric height was determined by differential leveling
 DO0465.and adjusted by the National Geodetic Survey in June 1991..
 DO0465.WARNING-Repeat measurements at this control monument indicate possible
 DO0465.vertical movement.
 DO0465
 DO0465.The geoid height was determined by GEOID03.
 DO0465
 DO0465.The dynamic height is computed by dividing the NAVD 88
 DO0465.geopotential number by the normal gravity value computed on the
 DO0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0465.degrees latitude (g = 980.6199 gals.).
 DO0465
 DO0465.The modeled gravity was interpolated from observed gravity values.
 DO0465
 DO0465;                    North         East    Units  Estimated Accuracy
 DO0465;SPC TXNC     - 2,156,540.      463,220.      MT  (+/- 180 meters Scaled)
 DO0465
 DO0465                          SUPERSEDED SURVEY CONTROL
 DO0465
 DO0465  NGVD 29 (??/??/92)  499.294  (m)         1638.10   (f) ADJ UNCH    1 2
 DO0465
 DO0465.Superseded values are not recommended for survey control.
 DO0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0465.See file dsdata.txt to determine how the superseded data were derived.
 DO0465
 DO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB099594(NAD 83)
 DO0465_MARKER: R = RIVET
 DO0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0465+STABILITY: SURFACE MOTION
 DO0465
 DO0465  HISTORY     - Date     Condition        Report By
 DO0465  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0465  HISTORY     - 1958     POOR             NGS
 DO0465
 DO0465                          STATION DESCRIPTION
 DO0465
 DO0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0465'IN SAGERTON.
 DO0465'AT SAGERTON, HASKELL COUNTY, ON THE PANHANDLE AND SANTA FE RAILWAY, AT
 DO0465'MILEPOST 589, AND 39 FEET WEST OF THE TRACK.  A STANDARD MONEL-METAL
 DO0465'RIVET, SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 5 FEET NORTH
 DO0465'OF MILEPOST 589 BUT THE CONCRETE POST WAS FOUND TO BE SLIGHTLY TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0468 ***********************************************************************
 DO0468  DESIGNATION -  RV 53
 DO0468  PID         -  DO0468
 DO0468  STATE/COUNTY-  TX/HASKELL
 DO0468  USGS QUAD   -  SAGERTON (1964)
 DO0468
 DO0468                         *CURRENT SURVEY CONTROL
 DO0468  ___________________________________________________________________
 DO0468* NAD 83(1986)-  33 04 57.     (N)    099 57 25.     (W)     SCALED    
 DO0468* NAVD 88     -       496.638  (meters)    1629.39   (feet)  ADJUSTED  
 DO0468  ___________________________________________________________________
 DO0468  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DO0468  DYNAMIC HT  -         496.012 (meters)    1627.33  (feet)  COMP
 DO0468  MODELED GRAV-     979,362.9   (mgal)                       NAVD 88
 DO0468
 DO0468  VERT ORDER  -  FIRST     CLASS II
 DO0468
 DO0468.The horizontal coordinates were scaled from a topographic map and have
 DO0468.an estimated accuracy of +/- 6 seconds.
 DO0468
 DO0468.The orthometric height was determined by differential leveling
 DO0468.and adjusted by the National Geodetic Survey in June 1991..
 DO0468
 DO0468.The geoid height was determined by GEOID03.
 DO0468
 DO0468.The dynamic height is computed by dividing the NAVD 88
 DO0468.geopotential number by the normal gravity value computed on the
 DO0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0468.degrees latitude (g = 980.6199 gals.).
 DO0468
 DO0468.The modeled gravity was interpolated from observed gravity values.
 DO0468
 DO0468;                    North         East    Units  Estimated Accuracy
 DO0468;SPC TXNC     - 2,157,950.      463,990.      MT  (+/- 180 meters Scaled)
 DO0468
 DO0468                          SUPERSEDED SURVEY CONTROL
 DO0468
 DO0468  NGVD 29 (??/??/92)  496.460  (m)         1628.80   (f) ADJ UNCH    1 2
 DO0468
 DO0468.Superseded values are not recommended for survey control.
 DO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0468.See file dsdata.txt to determine how the superseded data were derived.
 DO0468
 DO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB106608(NAD 83)
 DO0468_MARKER: R = RIVET
 DO0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0468+STABILITY: SURFACE MOTION
 DO0468
 DO0468  HISTORY     - Date     Condition        Report By
 DO0468  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0468  HISTORY     - 1958     GOOD             NGS
 DO0468
 DO0468                          STATION DESCRIPTION
 DO0468
 DO0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0468'1.0 MI N FROM SAGERTON.
 DO0468'1.0 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM SAGERTON,
 DO0468'HASKELL COUNTY, AT MILEPOST 588, AND 41 FEET WEST OF THE TRACK. A
 DO0468'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0468'THIS MARK WAS RECOVERED 0.5 MILE NORTH OF THE RAILROAD STATION AND 3
 DO0468'FEET NORTHEAST OF MILEPOST 588.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0469 ***********************************************************************
 DO0469  DESIGNATION -  RV 54
 DO0469  PID         -  DO0469
 DO0469  STATE/COUNTY-  TX/HASKELL
 DO0469  USGS QUAD   -  SAGERTON (1964)
 DO0469
 DO0469                         *CURRENT SURVEY CONTROL
 DO0469  ___________________________________________________________________
 DO0469* NAD 83(1986)-  33 05 44.     (N)    099 56 58.     (W)     SCALED    
 DO0469* NAVD 88     -       494.209  (meters)    1621.42   (feet)  ADJUSTED  
 DO0469  ___________________________________________________________________
 DO0469  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DO0469  DYNAMIC HT  -         493.587 (meters)    1619.38  (feet)  COMP
 DO0469  MODELED GRAV-     979,365.0   (mgal)                       NAVD 88
 DO0469
 DO0469  VERT ORDER  -  FIRST     CLASS II
 DO0469
 DO0469.The horizontal coordinates were scaled from a topographic map and have
 DO0469.an estimated accuracy of +/- 6 seconds.
 DO0469
 DO0469.The orthometric height was determined by differential leveling
 DO0469.and adjusted by the National Geodetic Survey in June 1991..
 DO0469
 DO0469.The geoid height was determined by GEOID03.
 DO0469
 DO0469.The dynamic height is computed by dividing the NAVD 88
 DO0469.geopotential number by the normal gravity value computed on the
 DO0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0469.degrees latitude (g = 980.6199 gals.).
 DO0469
 DO0469.The modeled gravity was interpolated from observed gravity values.
 DO0469
 DO0469;                    North         East    Units  Estimated Accuracy
 DO0469;SPC TXNC     - 2,159,380.      464,710.      MT  (+/- 180 meters Scaled)
 DO0469
 DO0469                          SUPERSEDED SURVEY CONTROL
 DO0469
 DO0469  NGVD 29 (??/??/92)  494.033  (m)         1620.84   (f) ADJ UNCH    1 2
 DO0469
 DO0469.Superseded values are not recommended for survey control.
 DO0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0469.See file dsdata.txt to determine how the superseded data were derived.
 DO0469
 DO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB114622(NAD 83)
 DO0469_MARKER: R = RIVET
 DO0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0469+STABILITY: SURFACE MOTION
 DO0469
 DO0469  HISTORY     - Date     Condition        Report By
 DO0469  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0469  HISTORY     - 1958     GOOD             NGS
 DO0469
 DO0469                          STATION DESCRIPTION
 DO0469
 DO0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0469'2.0 MI N FROM SAGERTON.
 DO0469'2.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0469'SAGERTON, HASKELL COUNTY, AT MILEPOST 587, AND 38 FEET WEST OF THE
 DO0469'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0469'POST.  NOTE-- MARK IS 4 FEET EAST OF MILEPOST 587.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0485 ***********************************************************************
 CR0485  DESIGNATION -  RV 547 SLSWRR
 CR0485  PID         -  CR0485
 CR0485  STATE/COUNTY-  TX/SMITH
 CR0485  USGS QUAD   -  TYLER SOUTH (1973)
 CR0485
 CR0485                         *CURRENT SURVEY CONTROL
 CR0485  ___________________________________________________________________
 CR0485* NAD 83(1986)-  32 20 50.     (N)    095 18 49.     (W)     SCALED    
 CR0485* NAVD 88     -       165.035  (meters)     541.45   (feet)  ADJUSTED  
 CR0485  ___________________________________________________________________
 CR0485  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0485  DYNAMIC HT  -         164.841 (meters)     540.82  (feet)  COMP
 CR0485  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 CR0485
 CR0485  VERT ORDER  -  SECOND    CLASS 0
 CR0485
 CR0485.The horizontal coordinates were scaled from a topographic map and have
 CR0485.an estimated accuracy of +/- 6 seconds.
 CR0485
 CR0485.The orthometric height was determined by differential leveling
 CR0485.and adjusted by the National Geodetic Survey in June 1991..
 CR0485
 CR0485.The geoid height was determined by GEOID03.
 CR0485
 CR0485.The dynamic height is computed by dividing the NAVD 88
 CR0485.geopotential number by the normal gravity value computed on the
 CR0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0485.degrees latitude (g = 980.6199 gals.).
 CR0485
 CR0485.The modeled gravity was interpolated from observed gravity values.
 CR0485
 CR0485;                    North         East    Units  Estimated Accuracy
 CR0485;SPC TXNC     - 2,080,020.      899,890.      MT  (+/- 180 meters Scaled)
 CR0485
 CR0485                          SUPERSEDED SURVEY CONTROL
 CR0485
 CR0485  NGVD 29 (??/??/92)  165.058  (m)          541.53   (f) ADJ UNCH    2 0
 CR0485
 CR0485.Superseded values are not recommended for survey control.
 CR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0485.See file dsdata.txt to determine how the superseded data were derived.
 CR0485
 CR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR822812(NAD 83)
 CR0485_MARKER: R = RIVET
 CR0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0485_SP_SET: CONCRETE BASE
 CR0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0485+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2005
 CR0485
 CR0485  HISTORY     - Date     Condition        Report By
 CR0485  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0485  HISTORY     - 1934     GOOD             NGS
 CR0485  HISTORY     - 20050122 GOOD             USPSQD
 CR0485
 CR0485                          STATION DESCRIPTION
 CR0485
 CR0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0485'0.4 MI W FROM TYLER.
 CR0485'0.4 MI W OF AND ALONG THE ST. L AND SW R R RIVET SET IN CONCRETE BASE
 CR0485'OF AUTOMATIC BLOCK SIGNAL NO. 547.8.  MILE POST 547 PLUS 24.
 CR0485
 CR0485                          STATION RECOVERY (2005)
 CR0485
 CR0485'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CR0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0419 ***********************************************************************
 CR0419  DESIGNATION -  RV 549
 CR0419  PID         -  CR0419
 CR0419  STATE/COUNTY-  TX/SMITH
 CR0419  USGS QUAD   -  TYLER SOUTH (1973)
 CR0419
 CR0419                         *CURRENT SURVEY CONTROL
 CR0419  ___________________________________________________________________
 CR0419* NAD 83(1986)-  32 20 33.     (N)    095 20 42.     (W)     SCALED    
 CR0419* NAVD 88     -       154.214  (meters)     505.95   (feet)  ADJUSTED  
 CR0419  ___________________________________________________________________
 CR0419  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR0419  DYNAMIC HT  -         154.033 (meters)     505.36  (feet)  COMP
 CR0419  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 CR0419
 CR0419  VERT ORDER  -  FIRST     CLASS II
 CR0419
 CR0419.The horizontal coordinates were scaled from a topographic map and have
 CR0419.an estimated accuracy of +/- 6 seconds.
 CR0419
 CR0419.The orthometric height was determined by differential leveling
 CR0419.and adjusted by the National Geodetic Survey in June 1991..
 CR0419
 CR0419.The geoid height was determined by GEOID03.
 CR0419
 CR0419.The dynamic height is computed by dividing the NAVD 88
 CR0419.geopotential number by the normal gravity value computed on the
 CR0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0419.degrees latitude (g = 980.6199 gals.).
 CR0419
 CR0419.The modeled gravity was interpolated from observed gravity values.
 CR0419
 CR0419;                    North         East    Units  Estimated Accuracy
 CR0419;SPC TXNC     - 2,079,400.      896,950.      MT  (+/- 180 meters Scaled)
 CR0419
 CR0419                          SUPERSEDED SURVEY CONTROL
 CR0419
 CR0419  NGVD 29 (??/??/92)  154.237  (m)          506.03   (f) ADJ UNCH    1 2
 CR0419
 CR0419.Superseded values are not recommended for survey control.
 CR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0419.See file dsdata.txt to determine how the superseded data were derived.
 CR0419
 CR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR793808(NAD 83)
 CR0419_MARKER: R = RIVET
 CR0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0419_SP_SET: CULVERT
 CR0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0419
 CR0419  HISTORY     - Date     Condition        Report By
 CR0419  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0419  HISTORY     - 1959     GOOD             NGS
 CR0419
 CR0419                          STATION DESCRIPTION
 CR0419
 CR0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0419'2.95 MI SW FROM TYLER.
 CR0419'ABOUT 2.95 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0419'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, ABOUT 0.25 MILE WEST
 CR0419'OF LOOP 323 UNDERPASS, ABOUT 0.1 MILE WEST OF A DIRT ROAD CROSSING, AT
 CR0419'THE END OF A SIDING, 13 1/2 FEET NORTH OF THE NORTH RAIL, IN THE TOP
 CR0419'OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A SMALL BOX
 CR0419'CULVERT, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0471 ***********************************************************************
 DO0471  DESIGNATION -  RV 55
 DO0471  PID         -  DO0471
 DO0471  STATE/COUNTY-  TX/HASKELL
 DO0471  USGS QUAD   -  SAGERTON (1964)
 DO0471
 DO0471                         *CURRENT SURVEY CONTROL
 DO0471  ___________________________________________________________________
 DO0471* NAD 83(1986)-  33 06 31.     (N)    099 56 30.     (W)     SCALED    
 DO0471* NAVD 88     -       494.802  (meters)    1623.36   (feet)  ADJUSTED  
 DO0471  ___________________________________________________________________
 DO0471  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DO0471  DYNAMIC HT  -         494.181 (meters)    1621.33  (feet)  COMP
 DO0471  MODELED GRAV-     979,367.1   (mgal)                       NAVD 88
 DO0471
 DO0471  VERT ORDER  -  FIRST     CLASS II
 DO0471
 DO0471.The horizontal coordinates were scaled from a topographic map and have
 DO0471.an estimated accuracy of +/- 6 seconds.
 DO0471
 DO0471.The orthometric height was determined by differential leveling
 DO0471.and adjusted by the National Geodetic Survey in June 1991..
 DO0471
 DO0471.The geoid height was determined by GEOID03.
 DO0471
 DO0471.The dynamic height is computed by dividing the NAVD 88
 DO0471.geopotential number by the normal gravity value computed on the
 DO0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0471.degrees latitude (g = 980.6199 gals.).
 DO0471
 DO0471.The modeled gravity was interpolated from observed gravity values.
 DO0471
 DO0471;                    North         East    Units  Estimated Accuracy
 DO0471;SPC TXNC     - 2,160,820.      465,460.      MT  (+/- 180 meters Scaled)
 DO0471
 DO0471                          SUPERSEDED SURVEY CONTROL
 DO0471
 DO0471  NGVD 29 (??/??/92)  494.626  (m)         1622.79   (f) ADJ UNCH    1 2
 DO0471
 DO0471.Superseded values are not recommended for survey control.
 DO0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0471.See file dsdata.txt to determine how the superseded data were derived.
 DO0471
 DO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB121637(NAD 83)
 DO0471_MARKER: R = RIVET
 DO0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0471+STABILITY: SURFACE MOTION
 DO0471
 DO0471  HISTORY     - Date     Condition        Report By
 DO0471  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0471  HISTORY     - 1958     GOOD             NGS
 DO0471
 DO0471                          STATION DESCRIPTION
 DO0471
 DO0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0471'3.0 MI N FROM SAGERTON.
 DO0471'3.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM SAGERTON
 DO0471'HASKELL COUNTY, AT MILEPOST 586, AND 36 FEET WEST OF THE TRACK. A
 DO0471'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0471'MARK IS 3 FEET SOUTHEAST OF MILEPOST 586.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0481 ***********************************************************************
 CR0481  DESIGNATION -  RV 551
 CR0481  PID         -  CR0481
 CR0481  STATE/COUNTY-  TX/SMITH
 CR0481  USGS QUAD   -  TYLER SOUTH (1973)
 CR0481
 CR0481                         *CURRENT SURVEY CONTROL
 CR0481  ___________________________________________________________________
 CR0481* NAD 83(1986)-  32 19 39.     (N)    095 22 27.     (W)     SCALED    
 CR0481* NAVD 88     -       123.434  (meters)     404.97   (feet)  ADJUSTED  
 CR0481  ___________________________________________________________________
 CR0481  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CR0481  DYNAMIC HT  -         123.289 (meters)     404.49  (feet)  COMP
 CR0481  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 CR0481
 CR0481  VERT ORDER  -  SECOND    CLASS 0
 CR0481
 CR0481.The horizontal coordinates were scaled from a topographic map and have
 CR0481.an estimated accuracy of +/- 6 seconds.
 CR0481
 CR0481.The orthometric height was determined by differential leveling
 CR0481.and adjusted by the National Geodetic Survey in June 1991..
 CR0481
 CR0481.The geoid height was determined by GEOID03.
 CR0481
 CR0481.The dynamic height is computed by dividing the NAVD 88
 CR0481.geopotential number by the normal gravity value computed on the
 CR0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0481.degrees latitude (g = 980.6199 gals.).
 CR0481
 CR0481.The modeled gravity was interpolated from observed gravity values.
 CR0481
 CR0481;                    North         East    Units  Estimated Accuracy
 CR0481;SPC TXNC     - 2,077,660.      894,260.      MT  (+/- 180 meters Scaled)
 CR0481
 CR0481                          SUPERSEDED SURVEY CONTROL
 CR0481
 CR0481  NGVD 29 (??/??/92)  123.460  (m)          405.05   (f) ADJ UNCH    2 0
 CR0481
 CR0481.Superseded values are not recommended for survey control.
 CR0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0481.See file dsdata.txt to determine how the superseded data were derived.
 CR0481
 CR0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR765792(NAD 83)
 CR0481_MARKER: R = RIVET
 CR0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0481_SP_SET: CULVERT
 CR0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0481
 CR0481  HISTORY     - Date     Condition        Report By
 CR0481  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0481  HISTORY     - 1934     GOOD             NGS
 CR0481
 CR0481                          STATION DESCRIPTION
 CR0481
 CR0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0481'4.7 MI W FROM TYLER.
 CR0481'4.7 MILES W OF AND ALONG THE ST. L AND SW R R RIVET IN COPING OF
 CR0481'HEADWALL OF CONCRETE CULVERT N OF TRACK.  MILE POST 551 PLUS 25-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0480 ***********************************************************************
 CR0480  DESIGNATION -  RV 552
 CR0480  PID         -  CR0480
 CR0480  STATE/COUNTY-  TX/SMITH
 CR0480  USGS QUAD   -  CHANDLER (1973)
 CR0480
 CR0480                         *CURRENT SURVEY CONTROL
 CR0480  ___________________________________________________________________
 CR0480* NAD 83(1986)-  32 19 12.     (N)    095 22 59.     (W)     SCALED    
 CR0480* NAVD 88     -       120.249  (meters)     394.52   (feet)  ADJUSTED  
 CR0480  ___________________________________________________________________
 CR0480  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CR0480  DYNAMIC HT  -         120.108 (meters)     394.05  (feet)  COMP
 CR0480  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 CR0480
 CR0480  VERT ORDER  -  SECOND    CLASS 0
 CR0480
 CR0480.The horizontal coordinates were scaled from a topographic map and have
 CR0480.an estimated accuracy of +/- 6 seconds.
 CR0480
 CR0480.The orthometric height was determined by differential leveling
 CR0480.and adjusted by the National Geodetic Survey in June 1991..
 CR0480
 CR0480.The geoid height was determined by GEOID03.
 CR0480
 CR0480.The dynamic height is computed by dividing the NAVD 88
 CR0480.geopotential number by the normal gravity value computed on the
 CR0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0480.degrees latitude (g = 980.6199 gals.).
 CR0480
 CR0480.The modeled gravity was interpolated from observed gravity values.
 CR0480
 CR0480;                    North         East    Units  Estimated Accuracy
 CR0480;SPC TXNC     - 2,076,800.      893,450.      MT  (+/- 180 meters Scaled)
 CR0480
 CR0480                          SUPERSEDED SURVEY CONTROL
 CR0480
 CR0480  NGVD 29 (??/??/92)  120.277  (m)          394.61   (f) ADJ UNCH    2 0
 CR0480
 CR0480.Superseded values are not recommended for survey control.
 CR0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0480.See file dsdata.txt to determine how the superseded data were derived.
 CR0480
 CR0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR756784(NAD 83)
 CR0480_MARKER: R = RIVET
 CR0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0480_SP_SET: CULVERT
 CR0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0480
 CR0480  HISTORY     - Date     Condition        Report By
 CR0480  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0480  HISTORY     - 1934     GOOD             NGS
 CR0480  HISTORY     - 1969     GOOD             NPS
 CR0480  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0480
 CR0480                          STATION DESCRIPTION
 CR0480
 CR0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0480'5.4 MI W FROM TYLER.
 CR0480'5.4 MILES W OF AND ALONG THE ST. L AND SW R R RIVET IN COPING OF
 CR0480'HEADWALL OF CONCRETE CULVERT N OF TRACK.  MILE POST 552 PLUS 17-1.
 CR0480
 CR0480                          STATION RECOVERY (1969)
 CR0480
 CR0480'RECOVERY NOTE BY NATIONAL PARK SERVICE 1969
 CR0480'RECOVERED IN GOOD CONDITION.
 CR0480
 CR0480                          STATION RECOVERY (2004)
 CR0480
 CR0480'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0478 ***********************************************************************
 CR0478  DESIGNATION -  RV 553
 CR0478  PID         -  CR0478
 CR0478  STATE/COUNTY-  TX/SMITH
 CR0478  USGS QUAD   -  CHANDLER (1973)
 CR0478
 CR0478                         *CURRENT SURVEY CONTROL
 CR0478  ___________________________________________________________________
 CR0478* NAD 83(1986)-  32 18 42.     (N)    095 23 58.     (W)     SCALED    
 CR0478* NAVD 88     -       117.242  (meters)     384.65   (feet)  ADJUSTED  
 CR0478  ___________________________________________________________________
 CR0478  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0478  DYNAMIC HT  -         117.104 (meters)     384.20  (feet)  COMP
 CR0478  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 CR0478
 CR0478  VERT ORDER  -  SECOND    CLASS 0
 CR0478
 CR0478.The horizontal coordinates were scaled from a topographic map and have
 CR0478.an estimated accuracy of +/- 6 seconds.
 CR0478
 CR0478.The orthometric height was determined by differential leveling
 CR0478.and adjusted by the National Geodetic Survey in June 1991..
 CR0478
 CR0478.The geoid height was determined by GEOID03.
 CR0478
 CR0478.The dynamic height is computed by dividing the NAVD 88
 CR0478.geopotential number by the normal gravity value computed on the
 CR0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0478.degrees latitude (g = 980.6199 gals.).
 CR0478
 CR0478.The modeled gravity was interpolated from observed gravity values.
 CR0478
 CR0478;                    North         East    Units  Estimated Accuracy
 CR0478;SPC TXNC     - 2,075,830.      891,930.      MT  (+/- 180 meters Scaled)
 CR0478
 CR0478                          SUPERSEDED SURVEY CONTROL
 CR0478
 CR0478  NGVD 29 (??/??/92)  117.269  (m)          384.74   (f) ADJ UNCH    2 0
 CR0478
 CR0478.Superseded values are not recommended for survey control.
 CR0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0478.See file dsdata.txt to determine how the superseded data were derived.
 CR0478
 CR0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR741775(NAD 83)
 CR0478_MARKER: R = RIVET
 CR0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0478_SP_SET: BRIDGE
 CR0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0478
 CR0478  HISTORY     - Date     Condition        Report By
 CR0478  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0478  HISTORY     - 1934     GOOD             NGS
 CR0478  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0478  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 CR0478
 CR0478                          STATION DESCRIPTION
 CR0478
 CR0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0478'4.7 MI E FROM CHANDLER.
 CR0478'4.7 MILES E OF AND ALONG THE ST. L AND SW R R RIVET IN COPING OF
 CR0478'HEADWALL OF CONCRETE CULVERT S OF TRACK.  MILE POST 553 PLUS 21.
 CR0478
 CR0478                          STATION RECOVERY (1996)
 CR0478
 CR0478'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0478'MARK NOT FOUND.
 CR0478
 CR0478                          STATION RECOVERY (2004)
 CR0478
 CR0478'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0477 ***********************************************************************
 CR0477  DESIGNATION -  RV 554
 CR0477  PID         -  CR0477
 CR0477  STATE/COUNTY-  TX/SMITH
 CR0477  USGS QUAD   -  CHANDLER (1973)
 CR0477
 CR0477                         *CURRENT SURVEY CONTROL
 CR0477  ___________________________________________________________________
 CR0477* NAD 83(1986)-  32 18 33.     (N)    095 24 27.     (W)     SCALED    
 CR0477* NAVD 88     -       114.856  (meters)     376.82   (feet)  ADJUSTED  
 CR0477  ___________________________________________________________________
 CR0477  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0477  DYNAMIC HT  -         114.721 (meters)     376.38  (feet)  COMP
 CR0477  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 CR0477
 CR0477  VERT ORDER  -  SECOND    CLASS 0
 CR0477
 CR0477.The horizontal coordinates were scaled from a topographic map and have
 CR0477.an estimated accuracy of +/- 6 seconds.
 CR0477
 CR0477.The orthometric height was determined by differential leveling
 CR0477.and adjusted by the National Geodetic Survey in June 1991..
 CR0477
 CR0477.The geoid height was determined by GEOID03.
 CR0477
 CR0477.The dynamic height is computed by dividing the NAVD 88
 CR0477.geopotential number by the normal gravity value computed on the
 CR0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0477.degrees latitude (g = 980.6199 gals.).
 CR0477
 CR0477.The modeled gravity was interpolated from observed gravity values.
 CR0477
 CR0477;                    North         East    Units  Estimated Accuracy
 CR0477;SPC TXNC     - 2,075,530.      891,180.      MT  (+/- 180 meters Scaled)
 CR0477
 CR0477                          SUPERSEDED SURVEY CONTROL
 CR0477
 CR0477  NGVD 29 (??/??/92)  114.883  (m)          376.91   (f) ADJ UNCH    2 0
 CR0477
 CR0477.Superseded values are not recommended for survey control.
 CR0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0477.See file dsdata.txt to determine how the superseded data were derived.
 CR0477
 CR0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR733772(NAD 83)
 CR0477_MARKER: R = RIVET
 CR0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0477_SP_SET: CULVERT
 CR0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0477
 CR0477  HISTORY     - Date     Condition        Report By
 CR0477  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0477  HISTORY     - 1934     GOOD             NGS
 CR0477  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0477  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 CR0477
 CR0477                          STATION DESCRIPTION
 CR0477
 CR0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0477'4.2 MI E FROM CHANDLER.
 CR0477'4.2 MI E OF AND ALONG THE ST. L AND SW R R RIVET IN COPING OF HEADWALL
 CR0477'OF CULVERT AT RIGHT END OF CULVERT N OF TRACK.  MILE POST 554 PLUS 8.
 CR0477
 CR0477                          STATION RECOVERY (1996)
 CR0477
 CR0477'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0477'MARK NOT FOUND.
 CR0477
 CR0477                          STATION RECOVERY (2004)
 CR0477
 CR0477'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0475 ***********************************************************************
 CR0475  DESIGNATION -  RV 555
 CR0475  PID         -  CR0475
 CR0475  STATE/COUNTY-  TX/SMITH
 CR0475  USGS QUAD   -  CHANDLER (1973)
 CR0475
 CR0475                         *CURRENT SURVEY CONTROL
 CR0475  ___________________________________________________________________
 CR0475* NAD 83(1986)-  32 18 33.     (N)    095 25 34.     (W)     SCALED    
 CR0475* NAVD 88     -       109.372  (meters)     358.83   (feet)  ADJUSTED  
 CR0475  ___________________________________________________________________
 CR0475  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CR0475  DYNAMIC HT  -         109.244 (meters)     358.41  (feet)  COMP
 CR0475  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 CR0475
 CR0475  VERT ORDER  -  SECOND    CLASS 0
 CR0475
 CR0475.The horizontal coordinates were scaled from a topographic map and have
 CR0475.an estimated accuracy of +/- 6 seconds.
 CR0475
 CR0475.The orthometric height was determined by differential leveling
 CR0475.and adjusted by the National Geodetic Survey in June 1991..
 CR0475
 CR0475.The geoid height was determined by GEOID03.
 CR0475
 CR0475.The dynamic height is computed by dividing the NAVD 88
 CR0475.geopotential number by the normal gravity value computed on the
 CR0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0475.degrees latitude (g = 980.6199 gals.).
 CR0475
 CR0475.The modeled gravity was interpolated from observed gravity values.
 CR0475
 CR0475;                    North         East    Units  Estimated Accuracy
 CR0475;SPC TXNC     - 2,075,480.      889,430.      MT  (+/- 180 meters Scaled)
 CR0475
 CR0475                          SUPERSEDED SURVEY CONTROL
 CR0475
 CR0475  NGVD 29 (??/??/92)  109.400  (m)          358.92   (f) ADJ UNCH    2 0
 CR0475
 CR0475.Superseded values are not recommended for survey control.
 CR0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0475.See file dsdata.txt to determine how the superseded data were derived.
 CR0475
 CR0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR715772(NAD 83)
 CR0475_MARKER: R = RIVET
 CR0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0475_SP_SET: BRIDGE
 CR0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0475+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 CR0475
 CR0475  HISTORY     - Date     Condition        Report By
 CR0475  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0475  HISTORY     - 1934     GOOD             NGS
 CR0475  HISTORY     - 20040609 GOOD             USPSQD
 CR0475
 CR0475                          STATION DESCRIPTION
 CR0475
 CR0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0475'3.2 MI E FROM CHANDLER.
 CR0475'3.2 MILES E OF AND ALONG THE ST. L AND SW R R RIVET IN COPING OF
 CR0475'HEADWALL OF CONCRETE CULVERT N OF TRACK.  MILE POST 555 PLUS 12.
 CR0475
 CR0475                          STATION RECOVERY (2004)
 CR0475
 CR0475'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0474 ***********************************************************************
 CR0474  DESIGNATION -  RV 556
 CR0474  PID         -  CR0474
 CR0474  STATE/COUNTY-  TX/SMITH
 CR0474  USGS QUAD   -  CHANDLER (1973)
 CR0474
 CR0474                         *CURRENT SURVEY CONTROL
 CR0474  ___________________________________________________________________
 CR0474* NAD 83(1986)-  32 18 33.     (N)    095 26 37.     (W)     SCALED    
 CR0474* NAVD 88     -       107.132  (meters)     351.48   (feet)  ADJUSTED  
 CR0474  ___________________________________________________________________
 CR0474  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CR0474  DYNAMIC HT  -         107.006 (meters)     351.07  (feet)  COMP
 CR0474  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 CR0474
 CR0474  VERT ORDER  -  SECOND    CLASS 0
 CR0474
 CR0474.The horizontal coordinates were scaled from a topographic map and have
 CR0474.an estimated accuracy of +/- 6 seconds.
 CR0474
 CR0474.The orthometric height was determined by differential leveling
 CR0474.and adjusted by the National Geodetic Survey in June 1991..
 CR0474
 CR0474.The geoid height was determined by GEOID03.
 CR0474
 CR0474.The dynamic height is computed by dividing the NAVD 88
 CR0474.geopotential number by the normal gravity value computed on the
 CR0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0474.degrees latitude (g = 980.6199 gals.).
 CR0474
 CR0474.The modeled gravity was interpolated from observed gravity values.
 CR0474
 CR0474;                    North         East    Units  Estimated Accuracy
 CR0474;SPC TXNC     - 2,075,440.      887,780.      MT  (+/- 180 meters Scaled)
 CR0474
 CR0474                          SUPERSEDED SURVEY CONTROL
 CR0474
 CR0474  NGVD 29 (??/??/92)  107.160  (m)          351.57   (f) ADJ UNCH    2 0
 CR0474
 CR0474.Superseded values are not recommended for survey control.
 CR0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0474.See file dsdata.txt to determine how the superseded data were derived.
 CR0474
 CR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR699773(NAD 83)
 CR0474_MARKER: R = RIVET
 CR0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0474_SP_SET: CULVERT
 CR0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0474
 CR0474  HISTORY     - Date     Condition        Report By
 CR0474  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0474  HISTORY     - 1948     GOOD             NGS
 CR0474
 CR0474                          STATION DESCRIPTION
 CR0474
 CR0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0474'2.1 MI E FROM CHANDLER.
 CR0474'2.1 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 CR0474'STATION AT CHANDLER, 2 POLES EAST OF MILEPOST 556.15, 18.0 FEET NORTH
 CR0474'OF THE NORTH RAIL, SET IN THE TOP OF AND 0.9 FOOT WEST OF THE WEST END
 CR0474'AND 0.2 FOOT SOUTH OF THE SOUTH EDGE OF THE NORTH HEADWALL OF A
 CR0474'CONCRETE CULVERT, 6.0 FEET LOWER THAN THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0471 ***********************************************************************
 CR0471  DESIGNATION -  RV 558
 CR0471  PID         -  CR0471
 CR0471  STATE/COUNTY-  TX/HENDERSON
 CR0471  USGS QUAD   -  CHANDLER (1973)
 CR0471
 CR0471                         *CURRENT SURVEY CONTROL
 CR0471  ___________________________________________________________________
 CR0471* NAD 83(1986)-  32 18 24.     (N)    095 28 47.     (W)     SCALED    
 CR0471* NAVD 88     -       122.479  (meters)     401.83   (feet)  ADJUSTED  
 CR0471  ___________________________________________________________________
 CR0471  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR0471  DYNAMIC HT  -         122.336 (meters)     401.36  (feet)  COMP
 CR0471  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 CR0471
 CR0471  VERT ORDER  -  SECOND    CLASS 0
 CR0471
 CR0471.The horizontal coordinates were scaled from a topographic map and have
 CR0471.an estimated accuracy of +/- 6 seconds.
 CR0471
 CR0471.The orthometric height was determined by differential leveling
 CR0471.and adjusted by the National Geodetic Survey in June 1991..
 CR0471
 CR0471.The geoid height was determined by GEOID03.
 CR0471
 CR0471.The dynamic height is computed by dividing the NAVD 88
 CR0471.geopotential number by the normal gravity value computed on the
 CR0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0471.degrees latitude (g = 980.6199 gals.).
 CR0471
 CR0471.The modeled gravity was interpolated from observed gravity values.
 CR0471
 CR0471;                    North         East    Units  Estimated Accuracy
 CR0471;SPC TXNC     - 2,075,060.      884,390.      MT  (+/- 180 meters Scaled)
 CR0471
 CR0471                          SUPERSEDED SURVEY CONTROL
 CR0471
 CR0471  NGVD 29 (??/??/92)  122.506  (m)          401.92   (f) ADJ UNCH    2 0
 CR0471
 CR0471.Superseded values are not recommended for survey control.
 CR0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0471.See file dsdata.txt to determine how the superseded data were derived.
 CR0471
 CR0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR665771(NAD 83)
 CR0471_MARKER: R = RIVET
 CR0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0471_SP_SET: CONCRETE BASE
 CR0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0471
 CR0471  HISTORY     - Date     Condition        Report By
 CR0471  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0471  HISTORY     - 1948     POOR             NGS
 CR0471  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 CR0471
 CR0471                          STATION DESCRIPTION
 CR0471
 CR0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0471'IN CHANDLER.
 CR0471'AT CHANDLER, 98.1 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF
 CR0471'THE ST. LOUIS SOUTHWESTERN RAILWAY OF TEXAS, 80.4 FEET NORTHWEST OF
 CR0471'THE NORTHWEST CORNER OF THE RAILWAY STATION, 31.0 FEET EAST OF THE
 CR0471'CENTER LINE OF A DIRT STREET, SET IN THE TOP OF THE SOUTHEAST CORNER
 CR0471'OF THE CONCRETE BASE OF A POWER POLE.  NOTE-- THE MARK IS IN GOOD
 CR0471'CONDITION BUT THE POWER POLE (INCLUDING THE CONCRETE BASE IN WHICH THE
 CR0471'MARK IS LOCATED) HAS BEEN MOVED DURING RECENT WORK ON THE POWER LINE.
 CR0471
 CR0471                          STATION RECOVERY (2004)
 CR0471
 CR0471'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0790 ***********************************************************************
 CR0790  DESIGNATION -  RV 563
 CR0790  PID         -  CR0790
 CR0790  STATE/COUNTY-  TX/HENDERSON
 CR0790  USGS QUAD   -  BROWNSBORO (1984)
 CR0790
 CR0790                         *CURRENT SURVEY CONTROL
 CR0790  ___________________________________________________________________
 CR0790* NAD 83(1986)-  32 18 37.     (N)    095 33 38.     (W)     SCALED    
 CR0790* NAVD 88     -       111.400  (meters)     365.48   (feet)  ADJUSTED  
 CR0790  ___________________________________________________________________
 CR0790  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CR0790  DYNAMIC HT  -         111.270 (meters)     365.06  (feet)  COMP
 CR0790  MODELED GRAV-     979,468.2   (mgal)                       NAVD 88
 CR0790
 CR0790  VERT ORDER  -  SECOND    CLASS 0
 CR0790
 CR0790.The horizontal coordinates were scaled from a topographic map and have
 CR0790.an estimated accuracy of +/- 6 seconds.
 CR0790
 CR0790.The orthometric height was determined by differential leveling
 CR0790.and adjusted by the National Geodetic Survey in June 1991..
 CR0790
 CR0790.The geoid height was determined by GEOID03.
 CR0790
 CR0790.The dynamic height is computed by dividing the NAVD 88
 CR0790.geopotential number by the normal gravity value computed on the
 CR0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0790.degrees latitude (g = 980.6199 gals.).
 CR0790
 CR0790.The modeled gravity was interpolated from observed gravity values.
 CR0790
 CR0790;                    North         East    Units  Estimated Accuracy
 CR0790;SPC TXNC     - 2,075,240.      876,770.      MT  (+/- 180 meters Scaled)
 CR0790
 CR0790                          SUPERSEDED SURVEY CONTROL
 CR0790
 CR0790  NGVD 29 (??/??/92)  111.427  (m)          365.57   (f) ADJ UNCH    2 0
 CR0790
 CR0790.Superseded values are not recommended for survey control.
 CR0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0790.See file dsdata.txt to determine how the superseded data were derived.
 CR0790
 CR0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR589777(NAD 83)
 CR0790_MARKER: R = RIVET
 CR0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0790_SP_SET: CULVERT
 CR0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0790
 CR0790  HISTORY     - Date     Condition        Report By
 CR0790  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0790  HISTORY     - 1934     GOOD             NGS
 CR0790  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0790
 CR0790                          STATION DESCRIPTION
 CR0790
 CR0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0790'3.2 MI E FROM BROWNSBORO.
 CR0790'3.2 MILES E OF AND ALONG ST. L AND SW R R RIVET IN COPING OF HEADWALL
 CR0790'OF CONCRETE CULVERT S OF TRACK.  MILE POST 563 PLUS 18 1/2.
 CR0790
 CR0790                          STATION RECOVERY (2004)
 CR0790
 CR0790'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0790'MARK NOT FOUND.  RR IS INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0789 ***********************************************************************
 CR0789  DESIGNATION -  RV 564
 CR0789  PID         -  CR0789
 CR0789  STATE/COUNTY-  TX/HENDERSON
 CR0789  USGS QUAD   -  BROWNSBORO (1984)
 CR0789
 CR0789                         *CURRENT SURVEY CONTROL
 CR0789  ___________________________________________________________________
 CR0789* NAD 83(1986)-  32 18 39.     (N)    095 34 46.     (W)     SCALED    
 CR0789* NAVD 88     -       115.526  (meters)     379.02   (feet)  ADJUSTED  
 CR0789  ___________________________________________________________________
 CR0789  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CR0789  DYNAMIC HT  -         115.391 (meters)     378.58  (feet)  COMP
 CR0789  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 CR0789
 CR0789  VERT ORDER  -  SECOND    CLASS 0
 CR0789
 CR0789.The horizontal coordinates were scaled from a topographic map and have
 CR0789.an estimated accuracy of +/- 6 seconds.
 CR0789
 CR0789.The orthometric height was determined by differential leveling
 CR0789.and adjusted by the National Geodetic Survey in June 1991..
 CR0789
 CR0789.The geoid height was determined by GEOID03.
 CR0789
 CR0789.The dynamic height is computed by dividing the NAVD 88
 CR0789.geopotential number by the normal gravity value computed on the
 CR0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0789.degrees latitude (g = 980.6199 gals.).
 CR0789
 CR0789.The modeled gravity was interpolated from observed gravity values.
 CR0789
 CR0789;                    North         East    Units  Estimated Accuracy
 CR0789;SPC TXNC     - 2,075,260.      874,990.      MT  (+/- 180 meters Scaled)
 CR0789
 CR0789                          SUPERSEDED SURVEY CONTROL
 CR0789
 CR0789  NGVD 29 (??/??/92)  115.551  (m)          379.10   (f) ADJ UNCH    2 0
 CR0789
 CR0789.Superseded values are not recommended for survey control.
 CR0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0789.See file dsdata.txt to determine how the superseded data were derived.
 CR0789
 CR0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR571778(NAD 83)
 CR0789_MARKER: R = RIVET
 CR0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0789_SP_SET: CULVERT
 CR0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0789
 CR0789  HISTORY     - Date     Condition        Report By
 CR0789  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0789  HISTORY     - 1934     GOOD             NGS
 CR0789  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0789
 CR0789                          STATION DESCRIPTION
 CR0789
 CR0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0789'2.3 MI E FROM BROWNSBORO.
 CR0789'2.3 MI E OF AND ALONG THE ST. L AND SW R R RIVET IN COPING OF HEADWALL
 CR0789'OF CONCRETE CULVERT S OF TRACK.  MILE POST 564 PLUS 18.
 CR0789
 CR0789                          STATION RECOVERY (2004)
 CR0789
 CR0789'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0789'MARK NOT FOUND.  RR IS INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0787 ***********************************************************************
 CR0787  DESIGNATION -  RV 565
 CR0787  PID         -  CR0787
 CR0787  STATE/COUNTY-  TX/HENDERSON
 CR0787  USGS QUAD   -  BROWNSBORO (1984)
 CR0787
 CR0787                         *CURRENT SURVEY CONTROL
 CR0787  ___________________________________________________________________
 CR0787* NAD 83(1986)-  32 18 33.     (N)    095 35 43.     (W)     SCALED    
 CR0787* NAVD 88     -       119.971  (meters)     393.60   (feet)  ADJUSTED  
 CR0787  ___________________________________________________________________
 CR0787  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CR0787  DYNAMIC HT  -         119.831 (meters)     393.15  (feet)  COMP
 CR0787  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 CR0787
 CR0787  VERT ORDER  -  SECOND    CLASS 0
 CR0787
 CR0787.The horizontal coordinates were scaled from a topographic map and have
 CR0787.an estimated accuracy of +/- 6 seconds.
 CR0787
 CR0787.The orthometric height was determined by differential leveling
 CR0787.and adjusted by the National Geodetic Survey in June 1991..
 CR0787
 CR0787.The geoid height was determined by GEOID03.
 CR0787
 CR0787.The dynamic height is computed by dividing the NAVD 88
 CR0787.geopotential number by the normal gravity value computed on the
 CR0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0787.degrees latitude (g = 980.6199 gals.).
 CR0787
 CR0787.The modeled gravity was interpolated from observed gravity values.
 CR0787
 CR0787;                    North         East    Units  Estimated Accuracy
 CR0787;SPC TXNC     - 2,075,030.      873,500.      MT  (+/- 180 meters Scaled)
 CR0787
 CR0787                          SUPERSEDED SURVEY CONTROL
 CR0787
 CR0787  NGVD 29 (??/??/92)  119.996  (m)          393.69   (f) ADJ UNCH    2 0
 CR0787
 CR0787.Superseded values are not recommended for survey control.
 CR0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0787.See file dsdata.txt to determine how the superseded data were derived.
 CR0787
 CR0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR556776(NAD 83)
 CR0787_MARKER: R = RIVET
 CR0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0787_SP_SET: CULVERT
 CR0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0787
 CR0787  HISTORY     - Date     Condition        Report By
 CR0787  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0787  HISTORY     - 1934     GOOD             NGS
 CR0787  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0787
 CR0787                          STATION DESCRIPTION
 CR0787
 CR0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0787'1.5 MI E FROM BROWNSBORO.
 CR0787'1.5 MI E OF AND ALONG THE ST. L AND SW RR RIVET IN COPING OF HEADWALL
 CR0787'OF CONCRETE S OF TRACK.  MILE POST 565 PLUS 16 POLES.
 CR0787
 CR0787                          STATION RECOVERY (2004)
 CR0787
 CR0787'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0786 ***********************************************************************
 CR0786  DESIGNATION -  RV 566
 CR0786  PID         -  CR0786
 CR0786  STATE/COUNTY-  TX/HENDERSON
 CR0786  USGS QUAD   -  BROWNSBORO (1984)
 CR0786
 CR0786                         *CURRENT SURVEY CONTROL
 CR0786  ___________________________________________________________________
 CR0786* NAD 83(1986)-  32 18 13.     (N)    095 36 36.     (W)     SCALED    
 CR0786* NAVD 88     -       114.779  (meters)     376.57   (feet)  ADJUSTED  
 CR0786  ___________________________________________________________________
 CR0786  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CR0786  DYNAMIC HT  -         114.646 (meters)     376.13  (feet)  COMP
 CR0786  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 CR0786
 CR0786  VERT ORDER  -  SECOND    CLASS 0
 CR0786
 CR0786.The horizontal coordinates were scaled from a topographic map and have
 CR0786.an estimated accuracy of +/- 6 seconds.
 CR0786
 CR0786.The orthometric height was determined by differential leveling
 CR0786.and adjusted by the National Geodetic Survey in June 1991..
 CR0786
 CR0786.The geoid height was determined by GEOID03.
 CR0786
 CR0786.The dynamic height is computed by dividing the NAVD 88
 CR0786.geopotential number by the normal gravity value computed on the
 CR0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0786.degrees latitude (g = 980.6199 gals.).
 CR0786
 CR0786.The modeled gravity was interpolated from observed gravity values.
 CR0786
 CR0786;                    North         East    Units  Estimated Accuracy
 CR0786;SPC TXNC     - 2,074,380.      872,140.      MT  (+/- 180 meters Scaled)
 CR0786
 CR0786                          SUPERSEDED SURVEY CONTROL
 CR0786
 CR0786  NGVD 29 (??/??/92)  114.804  (m)          376.65   (f) ADJ UNCH    2 0
 CR0786
 CR0786.Superseded values are not recommended for survey control.
 CR0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0786.See file dsdata.txt to determine how the superseded data were derived.
 CR0786
 CR0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR542770(NAD 83)
 CR0786_MARKER: R = RIVET
 CR0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0786_SP_SET: CULVERT
 CR0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0786
 CR0786  HISTORY     - Date     Condition        Report By
 CR0786  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0786  HISTORY     - 1934     GOOD             NGS
 CR0786  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0786
 CR0786                          STATION DESCRIPTION
 CR0786
 CR0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0786'0.4 MI E FROM BROWNSBORO.
 CR0786'0.4 MI E OF AND ALONG THE ST. L AND SW R R RIVET IN COPING OF HEADWALL
 CR0786'OF CONCRETE CULVERT S OF TRACK.  MILEPOST 566 PLUS 17 1/2.
 CR0786
 CR0786                          STATION RECOVERY (2004)
 CR0786
 CR0786'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0474 ***********************************************************************
 DO0474  DESIGNATION -  RV 57
 DO0474  PID         -  DO0474
 DO0474  STATE/COUNTY-  TX/HASKELL
 DO0474  USGS QUAD   -  RULE (1968)
 DO0474
 DO0474                         *CURRENT SURVEY CONTROL
 DO0474  ___________________________________________________________________
 DO0474* NAD 83(1986)-  33 08 04.     (N)    099 55 37.     (W)     SCALED    
 DO0474* NAVD 88     -       493.451  (meters)    1618.93   (feet)  ADJUSTED  
 DO0474  ___________________________________________________________________
 DO0474  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DO0474  DYNAMIC HT  -         492.833 (meters)    1616.90  (feet)  COMP
 DO0474  MODELED GRAV-     979,371.7   (mgal)                       NAVD 88
 DO0474
 DO0474  VERT ORDER  -  FIRST     CLASS II
 DO0474
 DO0474.The horizontal coordinates were scaled from a topographic map and have
 DO0474.an estimated accuracy of +/- 6 seconds.
 DO0474
 DO0474.The orthometric height was determined by differential leveling
 DO0474.and adjusted by the National Geodetic Survey in June 1991..
 DO0474
 DO0474.The geoid height was determined by GEOID03.
 DO0474
 DO0474.The dynamic height is computed by dividing the NAVD 88
 DO0474.geopotential number by the normal gravity value computed on the
 DO0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0474.degrees latitude (g = 980.6199 gals.).
 DO0474
 DO0474.The modeled gravity was interpolated from observed gravity values.
 DO0474
 DO0474;                    North         East    Units  Estimated Accuracy
 DO0474;SPC TXNC     - 2,163,670.      466,870.      MT  (+/- 180 meters Scaled)
 DO0474
 DO0474                          SUPERSEDED SURVEY CONTROL
 DO0474
 DO0474  NGVD 29 (??/??/92)  493.278  (m)         1618.36   (f) ADJ UNCH    1 2
 DO0474
 DO0474.Superseded values are not recommended for survey control.
 DO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0474.See file dsdata.txt to determine how the superseded data were derived.
 DO0474
 DO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB135665(NAD 83)
 DO0474_MARKER: R = RIVET
 DO0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0474+STABILITY: SURFACE MOTION
 DO0474
 DO0474  HISTORY     - Date     Condition        Report By
 DO0474  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0474  HISTORY     - 1958     GOOD             NGS
 DO0474
 DO0474                          STATION DESCRIPTION
 DO0474
 DO0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0474'5.0 MI N FROM SAGERTON.
 DO0474'5.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0474'SAGERTON, HASKELL COUNTY, AT MILEPOST 584, AND 37 FEET WEST OF THE
 DO0474'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0474'POST.  NOTE-- MARK IS 3 FEET EAST OF MILEPOST 584.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0782 ***********************************************************************
 CR0782  DESIGNATION -  RV 571
 CR0782  PID         -  CR0782
 CR0782  STATE/COUNTY-  TX/HENDERSON
 CR0782  USGS QUAD   -  MURCHISON EAST (1984)
 CR0782
 CR0782                         *CURRENT SURVEY CONTROL
 CR0782  ___________________________________________________________________
 CR0782* NAD 83(1986)-  32 17 37.     (N)    095 41 39.     (W)     SCALED    
 CR0782* NAVD 88     -       131.219  (meters)     430.51   (feet)  ADJUSTED  
 CR0782  ___________________________________________________________________
 CR0782  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CR0782  DYNAMIC HT  -         131.066 (meters)     430.01  (feet)  COMP
 CR0782  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 CR0782
 CR0782  VERT ORDER  -  SECOND    CLASS 0
 CR0782
 CR0782.The horizontal coordinates were scaled from a topographic map and have
 CR0782.an estimated accuracy of +/- 6 seconds.
 CR0782
 CR0782.The orthometric height was determined by differential leveling
 CR0782.and adjusted by the National Geodetic Survey in June 1991..
 CR0782
 CR0782.The geoid height was determined by GEOID03.
 CR0782
 CR0782.The dynamic height is computed by dividing the NAVD 88
 CR0782.geopotential number by the normal gravity value computed on the
 CR0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0782.degrees latitude (g = 980.6199 gals.).
 CR0782
 CR0782.The modeled gravity was interpolated from observed gravity values.
 CR0782
 CR0782;                    North         East    Units  Estimated Accuracy
 CR0782;SPC TXNC     - 2,073,050.      864,240.      MT  (+/- 180 meters Scaled)
 CR0782
 CR0782                          SUPERSEDED SURVEY CONTROL
 CR0782
 CR0782  NGVD 29 (??/??/92)  131.240  (m)          430.58   (f) ADJ UNCH    2 0
 CR0782
 CR0782.Superseded values are not recommended for survey control.
 CR0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0782.See file dsdata.txt to determine how the superseded data were derived.
 CR0782
 CR0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR462761(NAD 83)
 CR0782_MARKER: R = RIVET
 CR0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0782_SP_SET: CULVERT
 CR0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0782+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0782
 CR0782  HISTORY     - Date     Condition        Report By
 CR0782  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0782  HISTORY     - 1948     GOOD             NGS
 CR0782  HISTORY     - 1978     GOOD             USGS
 CR0782  HISTORY     - 20040605 GOOD             USPSQD
 CR0782
 CR0782                          STATION DESCRIPTION
 CR0782
 CR0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0782'0.9 MI W FROM OPELIKA.
 CR0782'0.9 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY OF TEXAS FROM
 CR0782'THE SIGNBOARD AT OPELIKA, 2 POLES WEST OF MILEPOST 571/20, 13.1 FEET
 CR0782'NORTH OF AND 4.5 FEET LOWER THAN THE NORTH RAIL OF THE TRACK, SET IN
 CR0782'THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 5-FOOT CONCRETE
 CR0782'CULVERT.
 CR0782
 CR0782                          STATION RECOVERY (1978)
 CR0782
 CR0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0782'1.2 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY OF TEXAS FROM
 CR0782'THE INTERSECTION OF BLACK TOP ROAD AND RAIL ROAD AT OPELIKA BAPTIST
 CR0782'CHURCH, HENDERSON COUNTY, AT A 5-FOOT CONCRETE CULVERT, IN THE TOP OF
 CR0782'THE EAST END OF THE NORTH HEAD WALL, 13.1 FEET NORTH OF THE NORTH
 CR0782'RAIL, AND ABOUT 4-1/2 FEET LOWER THAN THE RAIL. A STANDARD
 CR0782'MONEL-METAL RIVET.
 CR0782
 CR0782                          STATION RECOVERY (2004)
 CR0782
 CR0782'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0779 ***********************************************************************
 CR0779  DESIGNATION -  RV 575
 CR0779  PID         -  CR0779
 CR0779  STATE/COUNTY-  TX/HENDERSON
 CR0779  USGS QUAD   -  MURCHISON EAST (1984)
 CR0779
 CR0779                         *CURRENT SURVEY CONTROL
 CR0779  ___________________________________________________________________
 CR0779* NAD 83(1986)-  32 16 47.     (N)    095 44 59.     (W)     SCALED    
 CR0779* NAVD 88     -       138.711  (meters)     455.09   (feet)  ADJUSTED  
 CR0779  ___________________________________________________________________
 CR0779  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CR0779  DYNAMIC HT  -         138.549 (meters)     454.56  (feet)  COMP
 CR0779  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 CR0779
 CR0779  VERT ORDER  -  SECOND    CLASS 0
 CR0779
 CR0779.The horizontal coordinates were scaled from a topographic map and have
 CR0779.an estimated accuracy of +/- 6 seconds.
 CR0779
 CR0779.The orthometric height was determined by differential leveling
 CR0779.and adjusted by the National Geodetic Survey in June 1991..
 CR0779
 CR0779.The geoid height was determined by GEOID03.
 CR0779
 CR0779.The dynamic height is computed by dividing the NAVD 88
 CR0779.geopotential number by the normal gravity value computed on the
 CR0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0779.degrees latitude (g = 980.6199 gals.).
 CR0779
 CR0779.The modeled gravity was interpolated from observed gravity values.
 CR0779
 CR0779;                    North         East    Units  Estimated Accuracy
 CR0779;SPC TXNC     - 2,071,370.      859,050.      MT  (+/- 180 meters Scaled)
 CR0779
 CR0779                          SUPERSEDED SURVEY CONTROL
 CR0779
 CR0779  NGVD 29 (??/??/92)  138.727  (m)          455.14   (f) ADJ UNCH    2 0
 CR0779
 CR0779.Superseded values are not recommended for survey control.
 CR0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0779.See file dsdata.txt to determine how the superseded data were derived.
 CR0779
 CR0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR410747(NAD 83)
 CR0779_MARKER: R = RIVET
 CR0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0779_SP_SET: CONCRETE BASE
 CR0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0779+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0779
 CR0779  HISTORY     - Date     Condition        Report By
 CR0779  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0779  HISTORY     - 1934     GOOD             NGS
 CR0779  HISTORY     - 20040605 GOOD             USPSQD
 CR0779
 CR0779                          STATION DESCRIPTION
 CR0779
 CR0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0779'IN MURCHISON.
 CR0779'AT MURCHISON AND ALONG THE ST. L AND SW RR. RIVET SET IN CONCRETE BASE
 CR0779'OF TRAFFIC ORDER SIGNAL.  DEPOT AT MURCHISON. MILE POST 575 PLUS 8.
 CR0779
 CR0779                          STATION RECOVERY (2004)
 CR0779
 CR0779'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0777 ***********************************************************************
 CR0777  DESIGNATION -  RV 576
 CR0777  PID         -  CR0777
 CR0777  STATE/COUNTY-  TX/HENDERSON
 CR0777  USGS QUAD   -  MURCHISON WEST (1984)
 CR0777
 CR0777                         *CURRENT SURVEY CONTROL
 CR0777  ___________________________________________________________________
 CR0777* NAD 83(1986)-  32 16 24.     (N)    095 45 45.     (W)     SCALED    
 CR0777* NAVD 88     -       146.922  (meters)     482.03   (feet)  ADJUSTED  
 CR0777  ___________________________________________________________________
 CR0777  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CR0777  DYNAMIC HT  -         146.750 (meters)     481.46  (feet)  COMP
 CR0777  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 CR0777
 CR0777  VERT ORDER  -  SECOND    CLASS 0
 CR0777
 CR0777.The horizontal coordinates were scaled from a topographic map and have
 CR0777.an estimated accuracy of +/- 6 seconds.
 CR0777
 CR0777.The orthometric height was determined by differential leveling
 CR0777.and adjusted by the National Geodetic Survey in June 1991..
 CR0777
 CR0777.The geoid height was determined by GEOID03.
 CR0777
 CR0777.The dynamic height is computed by dividing the NAVD 88
 CR0777.geopotential number by the normal gravity value computed on the
 CR0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0777.degrees latitude (g = 980.6199 gals.).
 CR0777
 CR0777.The modeled gravity was interpolated from observed gravity values.
 CR0777
 CR0777;                    North         East    Units  Estimated Accuracy
 CR0777;SPC TXNC     - 2,070,640.      857,870.      MT  (+/- 180 meters Scaled)
 CR0777
 CR0777                          SUPERSEDED SURVEY CONTROL
 CR0777
 CR0777  NGVD 29 (??/??/92)  146.934  (m)          482.07   (f) ADJ UNCH    2 0
 CR0777
 CR0777.Superseded values are not recommended for survey control.
 CR0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0777.See file dsdata.txt to determine how the superseded data were derived.
 CR0777
 CR0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR398740(NAD 83)
 CR0777_MARKER: R = RIVET
 CR0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0777_SP_SET: CULVERT
 CR0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0777+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 CR0777
 CR0777  HISTORY     - Date     Condition        Report By
 CR0777  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0777  HISTORY     - 1934     GOOD             NGS
 CR0777  HISTORY     - 20040609 GOOD             USPSQD
 CR0777
 CR0777                          STATION DESCRIPTION
 CR0777
 CR0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0777'1.1 MI W FROM MURCHISON.
 CR0777'1.1 MILES W OF AND ALONG THE ST. L AND SW R R RIVET IN COPING OF
 CR0777'HEADWALL N OF TRACK.  MILE POST 576 PLUS 2.
 CR0777
 CR0777                          STATION RECOVERY (2004)
 CR0777
 CR0777'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0776 ***********************************************************************
 CR0776  DESIGNATION -  RV 577 SLSWRR
 CR0776  PID         -  CR0776
 CR0776  STATE/COUNTY-  TX/HENDERSON
 CR0776  USGS QUAD   -  MURCHISON WEST (1984)
 CR0776
 CR0776                         *CURRENT SURVEY CONTROL
 CR0776  ___________________________________________________________________
 CR0776* NAD 83(1986)-  32 15 59.     (N)    095 46 59.     (W)     SCALED    
 CR0776* NAVD 88     -       162.546  (meters)     533.29   (feet)  ADJUSTED  
 CR0776  ___________________________________________________________________
 CR0776  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR0776  DYNAMIC HT  -         162.356 (meters)     532.66  (feet)  COMP
 CR0776  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 CR0776
 CR0776  VERT ORDER  -  SECOND    CLASS 0
 CR0776
 CR0776.The horizontal coordinates were scaled from a topographic map and have
 CR0776.an estimated accuracy of +/- 6 seconds.
 CR0776
 CR0776.The orthometric height was determined by differential leveling
 CR0776.and adjusted by the National Geodetic Survey in June 1991..
 CR0776
 CR0776.The geoid height was determined by GEOID03.
 CR0776
 CR0776.The dynamic height is computed by dividing the NAVD 88
 CR0776.geopotential number by the normal gravity value computed on the
 CR0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0776.degrees latitude (g = 980.6199 gals.).
 CR0776
 CR0776.The modeled gravity was interpolated from observed gravity values.
 CR0776
 CR0776;                    North         East    Units  Estimated Accuracy
 CR0776;SPC TXNC     - 2,069,820.      855,950.      MT  (+/- 180 meters Scaled)
 CR0776
 CR0776                          SUPERSEDED SURVEY CONTROL
 CR0776
 CR0776  NGVD 29 (??/??/92)  162.553  (m)          533.31   (f) ADJ UNCH    2 0
 CR0776
 CR0776.Superseded values are not recommended for survey control.
 CR0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0776.See file dsdata.txt to determine how the superseded data were derived.
 CR0776
 CR0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR378733(NAD 83)
 CR0776_MARKER: R = RIVET
 CR0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0776_SP_SET: CULVERT
 CR0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0776+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 CR0776
 CR0776  HISTORY     - Date     Condition        Report By
 CR0776  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0776  HISTORY     - 1934     GOOD             NGS
 CR0776  HISTORY     - 20040609 GOOD             USPSQD
 CR0776
 CR0776                          STATION DESCRIPTION
 CR0776
 CR0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0776'2.5 MI SW FROM MURCHISON.
 CR0776'2.5 MI SW OF AND ALONG THE ST. L AND S W R R RIVET IN COPING OF
 CR0776'HEADWALL OF CONCRETE CULVERT S OF TRACK.  MILE MILE POST 577 PLUS 15.
 CR0776
 CR0776                          STATION RECOVERY (2004)
 CR0776
 CR0776'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0774 ***********************************************************************
 CR0774  DESIGNATION -  RV 579
 CR0774  PID         -  CR0774
 CR0774  STATE/COUNTY-  TX/HENDERSON
 CR0774  USGS QUAD   -  MURCHISON WEST (1984)
 CR0774
 CR0774                         *CURRENT SURVEY CONTROL
 CR0774  ___________________________________________________________________
 CR0774* NAD 83(1986)-  32 15 31.     (N)    095 48 43.     (W)     SCALED    
 CR0774* NAVD 88     -       147.278  (meters)     483.19   (feet)  ADJUSTED  
 CR0774  ___________________________________________________________________
 CR0774  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CR0774  DYNAMIC HT  -         147.106 (meters)     482.63  (feet)  COMP
 CR0774  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 CR0774
 CR0774  VERT ORDER  -  SECOND    CLASS 0
 CR0774
 CR0774.The horizontal coordinates were scaled from a topographic map and have
 CR0774.an estimated accuracy of +/- 6 seconds.
 CR0774
 CR0774.The orthometric height was determined by differential leveling
 CR0774.and adjusted by the National Geodetic Survey in June 1991..
 CR0774
 CR0774.The geoid height was determined by GEOID03.
 CR0774
 CR0774.The dynamic height is computed by dividing the NAVD 88
 CR0774.geopotential number by the normal gravity value computed on the
 CR0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0774.degrees latitude (g = 980.6199 gals.).
 CR0774
 CR0774.The modeled gravity was interpolated from observed gravity values.
 CR0774
 CR0774;                    North         East    Units  Estimated Accuracy
 CR0774;SPC TXNC     - 2,068,880.      853,250.      MT  (+/- 180 meters Scaled)
 CR0774
 CR0774                          SUPERSEDED SURVEY CONTROL
 CR0774
 CR0774  NGVD 29 (??/??/92)  147.286  (m)          483.22   (f) ADJ UNCH    2 0
 CR0774
 CR0774.Superseded values are not recommended for survey control.
 CR0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0774.See file dsdata.txt to determine how the superseded data were derived.
 CR0774
 CR0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR350725(NAD 83)
 CR0774_MARKER: R = RIVET
 CR0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0774_SP_SET: CULVERT
 CR0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0774+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 CR0774
 CR0774  HISTORY     - Date     Condition        Report By
 CR0774  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0774  HISTORY     - 1934     GOOD             NGS
 CR0774  HISTORY     - 20040609 GOOD             USPSQD
 CR0774
 CR0774                          STATION DESCRIPTION
 CR0774
 CR0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0774'4.3 MI SW FROM MURCHISON.
 CR0774'4.3 MILES SW OF AND ALONG THE ST. L AND SW RR RIVET IN COPING OF
 CR0774'HEADWALL OF CONCRETE CULVERT N OF TRACK.  579 PLUS 3.
 CR0774
 CR0774                          STATION RECOVERY (2004)
 CR0774
 CR0774'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0444 ***********************************************************************
 DM0444  DESIGNATION -  RV 58
 DM0444  PID         -  DM0444
 DM0444  STATE/COUNTY-  TX/HOPKINS
 DM0444  USGS QUAD   -  DIKE (1965)
 DM0444
 DM0444                         *CURRENT SURVEY CONTROL
 DM0444  ___________________________________________________________________
 DM0444* NAD 83(1986)-  33 10 13.     (N)    095 24 24.     (W)     SCALED    
 DM0444* NAVD 88     -       130.045  (meters)     426.66   (feet)  ADJUSTED  
 DM0444  ___________________________________________________________________
 DM0444  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DM0444  DYNAMIC HT  -         129.902 (meters)     426.19  (feet)  COMP
 DM0444  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 DM0444
 DM0444  VERT ORDER  -  SECOND    CLASS 0
 DM0444
 DM0444.The horizontal coordinates were scaled from a topographic map and have
 DM0444.an estimated accuracy of +/- 6 seconds.
 DM0444
 DM0444.The orthometric height was determined by differential leveling
 DM0444.and adjusted by the National Geodetic Survey in June 1991..
 DM0444
 DM0444.The geoid height was determined by GEOID03.
 DM0444
 DM0444.The dynamic height is computed by dividing the NAVD 88
 DM0444.geopotential number by the normal gravity value computed on the
 DM0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0444.degrees latitude (g = 980.6199 gals.).
 DM0444
 DM0444.The modeled gravity was interpolated from observed gravity values.
 DM0444
 DM0444;                    North         East    Units  Estimated Accuracy
 DM0444;SPC TXNC     - 2,170,980.      888,450.      MT  (+/- 180 meters Scaled)
 DM0444
 DM0444                          SUPERSEDED SURVEY CONTROL
 DM0444
 DM0444  NGVD 29 (??/??/92)  130.048  (m)          426.67   (f) ADJ UNCH    2 0
 DM0444
 DM0444.Superseded values are not recommended for survey control.
 DM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0444.See file dsdata.txt to determine how the superseded data were derived.
 DM0444
 DM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS755727(NAD 83)
 DM0444_MARKER: R = RIVET
 DM0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0444_SP_SET: ABUTMENT
 DM0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0444
 DM0444  HISTORY     - Date     Condition        Report By
 DM0444  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0444  HISTORY     - 1934     GOOD             NGS
 DM0444  HISTORY     - 19950626 GOOD             USPSQD
 DM0444
 DM0444                          STATION DESCRIPTION
 DM0444
 DM0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0444'0.3 MI E FROM WEAVER.
 DM0444'ABOUT 0.3 MILE EAST ALONG THE ST LOUIS SOUTHWESTERN RAILWAY OF TEXAS
 DM0444'FROM THE STATION AT WEAVER, HOPKINS COUNTY, AT MILEPOST 506+12, AT
 DM0444'BRIDGE 58, AND IN THE TOP OF THE EAST CONCRETE ABUTMENT.  A STANDARD
 DM0444'MONEL METAL RIVET.
 DM0444
 DM0444                          STATION RECOVERY (1995)
 DM0444
 DM0444'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0475 ***********************************************************************
 DO0475  DESIGNATION -  RV 58
 DO0475  PID         -  DO0475
 DO0475  STATE/COUNTY-  TX/HASKELL
 DO0475  USGS QUAD   -  RULE (1968)
 DO0475
 DO0475                         *CURRENT SURVEY CONTROL
 DO0475  ___________________________________________________________________
 DO0475* NAD 83(1986)-  33 08 51.     (N)    099 55 09.     (W)     SCALED    
 DO0475* NAVD 88     -       497.586  (meters)    1632.50   (feet)  ADJUSTED  
 DO0475  ___________________________________________________________________
 DO0475  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DO0475  DYNAMIC HT  -         496.965 (meters)    1630.46  (feet)  COMP
 DO0475  MODELED GRAV-     979,374.4   (mgal)                       NAVD 88
 DO0475
 DO0475  VERT ORDER  -  FIRST     CLASS II
 DO0475
 DO0475.The horizontal coordinates were scaled from a topographic map and have
 DO0475.an estimated accuracy of +/- 6 seconds.
 DO0475
 DO0475.The orthometric height was determined by differential leveling
 DO0475.and adjusted by the National Geodetic Survey in June 1991..
 DO0475
 DO0475.The geoid height was determined by GEOID03.
 DO0475
 DO0475.The dynamic height is computed by dividing the NAVD 88
 DO0475.geopotential number by the normal gravity value computed on the
 DO0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0475.degrees latitude (g = 980.6199 gals.).
 DO0475
 DO0475.The modeled gravity was interpolated from observed gravity values.
 DO0475
 DO0475;                    North         East    Units  Estimated Accuracy
 DO0475;SPC TXNC     - 2,165,100.      467,620.      MT  (+/- 180 meters Scaled)
 DO0475
 DO0475                          SUPERSEDED SURVEY CONTROL
 DO0475
 DO0475  NGVD 29 (??/??/92)  497.411  (m)         1631.92   (f) ADJ UNCH    1 2
 DO0475
 DO0475.Superseded values are not recommended for survey control.
 DO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0475.See file dsdata.txt to determine how the superseded data were derived.
 DO0475
 DO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB142680(NAD 83)
 DO0475_MARKER: R = RIVET
 DO0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0475+STABILITY: SURFACE MOTION
 DO0475
 DO0475  HISTORY     - Date     Condition        Report By
 DO0475  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0475  HISTORY     - 1958     GOOD             NGS
 DO0475
 DO0475                          STATION DESCRIPTION
 DO0475
 DO0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0475'3.0 MI S FROM RULE.
 DO0475'3.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM RULE,
 DO0475'HASKELL COUNTY, AT MILEPOST 583, AND 39 FEET WEST OF THE TRACK.  A
 DO0475'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0475'MARK IS ABOUT 3 1/2 FEET EAST OF MILEPOST 583.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0772 ***********************************************************************
 CR0772  DESIGNATION -  RV 581
 CR0772  PID         -  CR0772
 CR0772  STATE/COUNTY-  TX/HENDERSON
 CR0772  USGS QUAD   -  ATHENS (1984)
 CR0772
 CR0772                         *CURRENT SURVEY CONTROL
 CR0772  ___________________________________________________________________
 CR0772* NAD 83(1986)-  32 13 45.     (N)    095 49 50.     (W)     SCALED    
 CR0772* NAVD 88     -       142.298  (meters)     466.86   (feet)  ADJUSTED  
 CR0772  ___________________________________________________________________
 CR0772  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CR0772  DYNAMIC HT  -         142.132 (meters)     466.31  (feet)  COMP
 CR0772  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 CR0772
 CR0772  VERT ORDER  -  SECOND    CLASS 0
 CR0772
 CR0772.The horizontal coordinates were scaled from a topographic map and have
 CR0772.an estimated accuracy of +/- 6 seconds.
 CR0772
 CR0772.The orthometric height was determined by differential leveling
 CR0772.and adjusted by the National Geodetic Survey in June 1991..
 CR0772
 CR0772.The geoid height was determined by GEOID03.
 CR0772
 CR0772.The dynamic height is computed by dividing the NAVD 88
 CR0772.geopotential number by the normal gravity value computed on the
 CR0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0772.degrees latitude (g = 980.6199 gals.).
 CR0772
 CR0772.The modeled gravity was interpolated from observed gravity values.
 CR0772
 CR0772;                    North         East    Units  Estimated Accuracy
 CR0772;SPC TXNC     - 2,065,570.      851,580.      MT  (+/- 180 meters Scaled)
 CR0772
 CR0772                          SUPERSEDED SURVEY CONTROL
 CR0772
 CR0772  NGVD 29 (??/??/92)  142.305  (m)          466.88   (f) ADJ UNCH    2 0
 CR0772
 CR0772.Superseded values are not recommended for survey control.
 CR0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0772.See file dsdata.txt to determine how the superseded data were derived.
 CR0772
 CR0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR332693(NAD 83)
 CR0772_MARKER: R = RIVET
 CR0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0772_SP_SET: CULVERT
 CR0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0772
 CR0772  HISTORY     - Date     Condition        Report By
 CR0772  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0772  HISTORY     - 1934     GOOD             NGS
 CR0772  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0772
 CR0772                          STATION DESCRIPTION
 CR0772
 CR0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0772'2.4 MI NE FROM ATHENS.
 CR0772'2.4 MI NE OF AND ALONG THE ST. L AND S W R R RIVET IN COPING OF
 CR0772'HEADWALL OF CONCRETE CULVERT.  N OF TRACK.  MILEPOST 581 PLUS 18 1/2.
 CR0772
 CR0772                          STATION RECOVERY (2004)
 CR0772
 CR0772'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CR0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0770 ***********************************************************************
 CR0770  DESIGNATION -  RV 582
 CR0770  PID         -  CR0770
 CR0770  STATE/COUNTY-  TX/HENDERSON
 CR0770  USGS QUAD   -  ATHENS (1984)
 CR0770
 CR0770                         *CURRENT SURVEY CONTROL
 CR0770  ___________________________________________________________________
 CR0770* NAD 83(1986)-  32 13 05.     (N)    095 50 21.     (W)     SCALED    
 CR0770* NAVD 88     -       144.876  (meters)     475.31   (feet)  ADJUSTED  
 CR0770  ___________________________________________________________________
 CR0770  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CR0770  DYNAMIC HT  -         144.706 (meters)     474.76  (feet)  COMP
 CR0770  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 CR0770
 CR0770  VERT ORDER  -  SECOND    CLASS 0
 CR0770
 CR0770.The horizontal coordinates were scaled from a topographic map and have
 CR0770.an estimated accuracy of +/- 6 seconds.
 CR0770
 CR0770.The orthometric height was determined by differential leveling
 CR0770.and adjusted by the National Geodetic Survey in June 1991..
 CR0770
 CR0770.The geoid height was determined by GEOID03.
 CR0770
 CR0770.The dynamic height is computed by dividing the NAVD 88
 CR0770.geopotential number by the normal gravity value computed on the
 CR0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0770.degrees latitude (g = 980.6199 gals.).
 CR0770
 CR0770.The modeled gravity was interpolated from observed gravity values.
 CR0770
 CR0770;                    North         East    Units  Estimated Accuracy
 CR0770;SPC TXNC     - 2,064,320.      850,800.      MT  (+/- 180 meters Scaled)
 CR0770
 CR0770                          SUPERSEDED SURVEY CONTROL
 CR0770
 CR0770  NGVD 29 (??/??/92)  144.882  (m)          475.33   (f) ADJ UNCH    2 0
 CR0770
 CR0770.Superseded values are not recommended for survey control.
 CR0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0770.See file dsdata.txt to determine how the superseded data were derived.
 CR0770
 CR0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR324681(NAD 83)
 CR0770_MARKER: R = RIVET
 CR0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0770_SP_SET: CULVERT
 CR0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0770
 CR0770  HISTORY     - Date     Condition        Report By
 CR0770  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0770  HISTORY     - 1934     GOOD             NGS
 CR0770  HISTORY     - 20040605 GOOD             USPSQD
 CR0770
 CR0770                          STATION DESCRIPTION
 CR0770
 CR0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0770'1.5 MI E FROM ATHENS.
 CR0770'1.5 MI E OF AND ALONG THE ST. L AND SW RR RIVET IN COPING OF HEADWALL.
 CR0770'N OF TRACK.  CONCRETE CULVERT.  MILE POST 582 PLUS 15.
 CR0770
 CR0770                          STATION RECOVERY (2004)
 CR0770
 CR0770'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CR0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0477 ***********************************************************************
 DO0477  DESIGNATION -  RV 59
 DO0477  PID         -  DO0477
 DO0477  STATE/COUNTY-  TX/HASKELL
 DO0477  USGS QUAD   -  RULE (1968)
 DO0477
 DO0477                         *CURRENT SURVEY CONTROL
 DO0477  ___________________________________________________________________
 DO0477* NAD 83(1986)-  33 09 38.     (N)    099 54 42.     (W)     SCALED    
 DO0477* NAVD 88     -       508.295  (meters)    1667.63   (feet)  ADJUSTED  
 DO0477  ___________________________________________________________________
 DO0477  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DO0477  DYNAMIC HT  -         507.662 (meters)    1665.55  (feet)  COMP
 DO0477  MODELED GRAV-     979,377.4   (mgal)                       NAVD 88
 DO0477
 DO0477  VERT ORDER  -  FIRST     CLASS II
 DO0477
 DO0477.The horizontal coordinates were scaled from a topographic map and have
 DO0477.an estimated accuracy of +/- 6 seconds.
 DO0477
 DO0477.The orthometric height was determined by differential leveling
 DO0477.and adjusted by the National Geodetic Survey in June 1991..
 DO0477
 DO0477.The geoid height was determined by GEOID03.
 DO0477
 DO0477.The dynamic height is computed by dividing the NAVD 88
 DO0477.geopotential number by the normal gravity value computed on the
 DO0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0477.degrees latitude (g = 980.6199 gals.).
 DO0477
 DO0477.The modeled gravity was interpolated from observed gravity values.
 DO0477
 DO0477;                    North         East    Units  Estimated Accuracy
 DO0477;SPC TXNC     - 2,166,540.      468,340.      MT  (+/- 180 meters Scaled)
 DO0477
 DO0477                          SUPERSEDED SURVEY CONTROL
 DO0477
 DO0477  NGVD 29 (??/??/92)  508.118  (m)         1667.05   (f) ADJ UNCH    1 2
 DO0477
 DO0477.Superseded values are not recommended for survey control.
 DO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0477.See file dsdata.txt to determine how the superseded data were derived.
 DO0477
 DO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB149694(NAD 83)
 DO0477_MARKER: R = RIVET
 DO0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0477+STABILITY: SURFACE MOTION
 DO0477
 DO0477  HISTORY     - Date     Condition        Report By
 DO0477  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0477  HISTORY     - 1958     GOOD             NGS
 DO0477
 DO0477                          STATION DESCRIPTION
 DO0477
 DO0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0477'2.0 MI S FROM RULE.
 DO0477'2.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM RULE,
 DO0477'HASKELL COUNTY, AT MILEPOST 582, AND 36 FEET WEST OF THE TRACK.  A
 DO0477'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0477'MARK IS 4 FEET EAST OF MILEPOST 582.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0006 ***********************************************************************
 CU0006  DESIGNATION -  RV 6
 CU0006  PID         -  CU0006
 CU0006  STATE/COUNTY-  TX/FISHER
 CU0006  USGS QUAD   -  BUSBY (1969)
 CU0006
 CU0006                         *CURRENT SURVEY CONTROL
 CU0006  ___________________________________________________________________
 CU0006* NAD 83(1986)-  32 32 38.     (N)    100 24 18.     (W)     SCALED    
 CU0006* NAVD 88     -       656.817  (meters)    2154.91   (feet)  ADJUSTED  
 CU0006  ___________________________________________________________________
 CU0006  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CU0006  DYNAMIC HT  -         655.947 (meters)    2152.05  (feet)  COMP
 CU0006  MODELED GRAV-     979,293.8   (mgal)                       NAVD 88
 CU0006
 CU0006  VERT ORDER  -  FIRST     CLASS II
 CU0006
 CU0006.The horizontal coordinates were scaled from a topographic map and have
 CU0006.an estimated accuracy of +/- 6 seconds.
 CU0006
 CU0006.The orthometric height was determined by differential leveling
 CU0006.and adjusted by the National Geodetic Survey in June 1991..
 CU0006
 CU0006.The geoid height was determined by GEOID03.
 CU0006
 CU0006.The dynamic height is computed by dividing the NAVD 88
 CU0006.geopotential number by the normal gravity value computed on the
 CU0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0006.degrees latitude (g = 980.6199 gals.).
 CU0006
 CU0006.The modeled gravity was interpolated from observed gravity values.
 CU0006
 CU0006;                    North         East    Units  Estimated Accuracy
 CU0006;SPC TXNC     - 2,098,900.      421,090.      MT  (+/- 180 meters Scaled)
 CU0006
 CU0006                          SUPERSEDED SURVEY CONTROL
 CU0006
 CU0006  NGVD 29 (??/??/92)  656.589  (m)         2154.16   (f) ADJ UNCH    1 2
 CU0006
 CU0006.Superseded values are not recommended for survey control.
 CU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0006.See file dsdata.txt to determine how the superseded data were derived.
 CU0006
 CU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB680015(NAD 83)
 CU0006_MARKER: R = RIVET
 CU0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0006+STABILITY: SURFACE MOTION
 CU0006
 CU0006  HISTORY     - Date     Condition        Report By
 CU0006  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0006  HISTORY     - 1958     GOOD             NGS
 CU0006  HISTORY     - 1969     MARK NOT FOUND   USGS
 CU0006
 CU0006                          STATION DESCRIPTION
 CU0006
 CU0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0006'5.2 MI N FROM SWEETWATER.
 CU0006'IN FISHER COUNTY, 5.2 MILES NORTH ALONG THE PANHANDLE AND SANTA FE
 CU0006'RAILWAY FROM SWEETWATER, NOLAN COUNTY, AND 37 FEET WEST OF MILEPOST
 CU0006'635.  A STANDARD MONEL METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 CU0006'NOTE-- IT IS 3 FEET NORTHEAST OF MILEPOST 635 AND IS FLUSH WITH THE
 CU0006'GROUND.
 CU0006
 CU0006                          STATION RECOVERY (1969)
 CU0006
 CU0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0478 ***********************************************************************
 DO0478  DESIGNATION -  RV 60
 DO0478  PID         -  DO0478
 DO0478  STATE/COUNTY-  TX/HASKELL
 DO0478  USGS QUAD   -  RULE (1968)
 DO0478
 DO0478                         *CURRENT SURVEY CONTROL
 DO0478  ___________________________________________________________________
 DO0478* NAD 83(1986)-  33 10 24.     (N)    099 54 12.     (W)     SCALED    
 DO0478* NAVD 88     -       514.061  (meters)    1686.55   (feet)  ADJUSTED  
 DO0478  ___________________________________________________________________
 DO0478  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DO0478  DYNAMIC HT  -         513.423 (meters)    1684.46  (feet)  COMP
 DO0478  MODELED GRAV-     979,380.5   (mgal)                       NAVD 88
 DO0478
 DO0478  VERT ORDER  -  FIRST     CLASS II
 DO0478
 DO0478.The horizontal coordinates were scaled from a topographic map and have
 DO0478.an estimated accuracy of +/- 6 seconds.
 DO0478
 DO0478.The orthometric height was determined by differential leveling
 DO0478.and adjusted by the National Geodetic Survey in June 1991..
 DO0478
 DO0478.The geoid height was determined by GEOID03.
 DO0478
 DO0478.The dynamic height is computed by dividing the NAVD 88
 DO0478.geopotential number by the normal gravity value computed on the
 DO0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0478.degrees latitude (g = 980.6199 gals.).
 DO0478
 DO0478.The modeled gravity was interpolated from observed gravity values.
 DO0478
 DO0478;                    North         East    Units  Estimated Accuracy
 DO0478;SPC TXNC     - 2,167,950.      469,130.      MT  (+/- 180 meters Scaled)
 DO0478
 DO0478                          SUPERSEDED SURVEY CONTROL
 DO0478
 DO0478  NGVD 29 (??/??/92)  513.882  (m)         1685.96   (f) ADJ UNCH    1 2
 DO0478
 DO0478.Superseded values are not recommended for survey control.
 DO0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0478.See file dsdata.txt to determine how the superseded data were derived.
 DO0478
 DO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB157708(NAD 83)
 DO0478_MARKER: R = RIVET
 DO0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0478+STABILITY: SURFACE MOTION
 DO0478
 DO0478  HISTORY     - Date     Condition        Report By
 DO0478  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0478  HISTORY     - 1958     GOOD             NGS
 DO0478  HISTORY     - 1969     MARK NOT FOUND   USGS
 DO0478
 DO0478                          STATION DESCRIPTION
 DO0478
 DO0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0478'1.0 MI S FROM RULE.
 DO0478'1.0 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM RULE,
 DO0478'HASKELL COUNTY, AT MILEPOST 581, AND 36 FEET WEST OF THE TRACK.  A
 DO0478'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0478'MARK IS 3 FEET EAST OF MILEPOST 581 AND IS JUST BELOW THE SURFACE OF
 DO0478'THE GROUND.
 DO0478
 DO0478                          STATION RECOVERY (1969)
 DO0478
 DO0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DO0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0479 ***********************************************************************
 DO0479  DESIGNATION -  RV 61
 DO0479  PID         -  DO0479
 DO0479  STATE/COUNTY-  TX/HASKELL
 DO0479  USGS QUAD   -  RULE (1968)
 DO0479
 DO0479                         *CURRENT SURVEY CONTROL
 DO0479  ___________________________________________________________________
 DO0479* NAD 83(1986)-  33 11 08.     (N)    099 53 41.     (W)     SCALED    
 DO0479* NAVD 88     -       512.741  (meters)    1682.22   (feet)  ADJUSTED  
 DO0479  ___________________________________________________________________
 DO0479  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DO0479  DYNAMIC HT  -         512.106 (meters)    1680.13  (feet)  COMP
 DO0479  MODELED GRAV-     979,383.6   (mgal)                       NAVD 88
 DO0479
 DO0479  VERT ORDER  -  FIRST     CLASS II
 DO0479
 DO0479.The horizontal coordinates were scaled from a topographic map and have
 DO0479.an estimated accuracy of +/- 6 seconds.
 DO0479
 DO0479.The orthometric height was determined by differential leveling
 DO0479.and adjusted by the National Geodetic Survey in June 1991..
 DO0479
 DO0479.The geoid height was determined by GEOID03.
 DO0479
 DO0479.The dynamic height is computed by dividing the NAVD 88
 DO0479.geopotential number by the normal gravity value computed on the
 DO0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0479.degrees latitude (g = 980.6199 gals.).
 DO0479
 DO0479.The modeled gravity was interpolated from observed gravity values.
 DO0479
 DO0479;                    North         East    Units  Estimated Accuracy
 DO0479;SPC TXNC     - 2,169,290.      469,950.      MT  (+/- 180 meters Scaled)
 DO0479
 DO0479                          SUPERSEDED SURVEY CONTROL
 DO0479
 DO0479  NGVD 29 (??/??/92)  512.564  (m)         1681.64   (f) ADJ UNCH    1 2
 DO0479
 DO0479.Superseded values are not recommended for survey control.
 DO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0479.See file dsdata.txt to determine how the superseded data were derived.
 DO0479
 DO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB165722(NAD 83)
 DO0479_MARKER: R = RIVET
 DO0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0479+STABILITY: SURFACE MOTION
 DO0479
 DO0479  HISTORY     - Date     Condition        Report By
 DO0479  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0479  HISTORY     - 1958     GOOD             NGS
 DO0479
 DO0479                          STATION DESCRIPTION
 DO0479
 DO0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0479'IN RULE.
 DO0479'AT RULE, HASKELL COUNTY, ON THE PANHANDLE AND SANTA FE RAILWAY, AT
 DO0479'MILEPOST 580, AND 29 FEET WEST OF THE TRACK.  A STANDARD MONEL METAL
 DO0479'RIVET, SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 3 1/2 FEET
 DO0479'EAST OF MILEPOST 580 AND IS JUST BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0481 ***********************************************************************
 DO0481  DESIGNATION -  RV 62
 DO0481  PID         -  DO0481
 DO0481  STATE/COUNTY-  TX/HASKELL
 DO0481  USGS QUAD   -  RULE (1968)
 DO0481
 DO0481                         *CURRENT SURVEY CONTROL
 DO0481  ___________________________________________________________________
 DO0481* NAD 83(1986)-  33 11 52.     (N)    099 53 09.     (W)     SCALED    
 DO0481* NAVD 88     -       509.494  (meters)    1671.56   (feet)  ADJUSTED  
 DO0481  ___________________________________________________________________
 DO0481  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DO0481  DYNAMIC HT  -         508.864 (meters)    1669.50  (feet)  COMP
 DO0481  MODELED GRAV-     979,386.5   (mgal)                       NAVD 88
 DO0481
 DO0481  VERT ORDER  -  FIRST     CLASS II
 DO0481
 DO0481.The horizontal coordinates were scaled from a topographic map and have
 DO0481.an estimated accuracy of +/- 6 seconds.
 DO0481
 DO0481.The orthometric height was determined by differential leveling
 DO0481.and adjusted by the National Geodetic Survey in June 1991..
 DO0481
 DO0481.The geoid height was determined by GEOID03.
 DO0481
 DO0481.The dynamic height is computed by dividing the NAVD 88
 DO0481.geopotential number by the normal gravity value computed on the
 DO0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0481.degrees latitude (g = 980.6199 gals.).
 DO0481
 DO0481.The modeled gravity was interpolated from observed gravity values.
 DO0481
 DO0481;                    North         East    Units  Estimated Accuracy
 DO0481;SPC TXNC     - 2,170,640.      470,800.      MT  (+/- 180 meters Scaled)
 DO0481
 DO0481                          SUPERSEDED SURVEY CONTROL
 DO0481
 DO0481  NGVD 29 (??/??/92)  509.318  (m)         1670.99   (f) ADJ UNCH    1 2
 DO0481
 DO0481.Superseded values are not recommended for survey control.
 DO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0481.See file dsdata.txt to determine how the superseded data were derived.
 DO0481
 DO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB174735(NAD 83)
 DO0481_MARKER: R = RIVET
 DO0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0481+STABILITY: SURFACE MOTION
 DO0481
 DO0481  HISTORY     - Date     Condition        Report By
 DO0481  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0481  HISTORY     - 1958     GOOD             NGS
 DO0481
 DO0481                          STATION DESCRIPTION
 DO0481
 DO0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0481'1.0 MI N FROM RULE.
 DO0481'1.0 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM RULE,
 DO0481'HASKELL COUNTY, AT MILEPOST 579, AND 41 FEET WEST OF THE TRACK.  A
 DO0481'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0481'MARK IS ABOUT 2 1/2 FEET EAST OF MILEPOST 579 AND IS ABOUT 6 INCHES
 DO0481'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0484 ***********************************************************************
 DO0484  DESIGNATION -  RV 64
 DO0484  PID         -  DO0484
 DO0484  STATE/COUNTY-  TX/HASKELL
 DO0484  USGS QUAD   -  PINKERTON (1966)
 DO0484
 DO0484                         *CURRENT SURVEY CONTROL
 DO0484  ___________________________________________________________________
 DO0484* NAD 83(1986)-  33 13 28.     (N)    099 52 16.     (W)     SCALED    
 DO0484* NAVD 88     -       503.245  (meters)    1651.06   (feet)  ADJUSTED  
 DO0484  ___________________________________________________________________
 DO0484  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DO0484  DYNAMIC HT  -         502.626 (meters)    1649.03  (feet)  COMP
 DO0484  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 DO0484
 DO0484  VERT ORDER  -  FIRST     CLASS II
 DO0484
 DO0484.The horizontal coordinates were scaled from a topographic map and have
 DO0484.an estimated accuracy of +/- 6 seconds.
 DO0484
 DO0484.The orthometric height was determined by differential leveling
 DO0484.and adjusted by the National Geodetic Survey in June 1991..
 DO0484
 DO0484.The geoid height was determined by GEOID03.
 DO0484
 DO0484.The dynamic height is computed by dividing the NAVD 88
 DO0484.geopotential number by the normal gravity value computed on the
 DO0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0484.degrees latitude (g = 980.6199 gals.).
 DO0484
 DO0484.The modeled gravity was interpolated from observed gravity values.
 DO0484
 DO0484;                    North         East    Units  Estimated Accuracy
 DO0484;SPC TXNC     - 2,173,580.      472,210.      MT  (+/- 180 meters Scaled)
 DO0484
 DO0484                          SUPERSEDED SURVEY CONTROL
 DO0484
 DO0484  NGVD 29 (??/??/92)  503.073  (m)         1650.50   (f) ADJ UNCH    1 2
 DO0484
 DO0484.Superseded values are not recommended for survey control.
 DO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0484.See file dsdata.txt to determine how the superseded data were derived.
 DO0484
 DO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB188765(NAD 83)
 DO0484_MARKER: R = RIVET
 DO0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0484+STABILITY: SURFACE MOTION
 DO0484
 DO0484  HISTORY     - Date     Condition        Report By
 DO0484  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0484  HISTORY     - 1958     GOOD             NGS
 DO0484  HISTORY     - 1966     MARK NOT FOUND   USGS
 DO0484
 DO0484                          STATION DESCRIPTION
 DO0484
 DO0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0484'3.0 MI N FROM RULE.
 DO0484'3.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM RULE,
 DO0484'HASKELL COUNTY, AT MILEPOST 577, AND 38 FEET WEST OF THE TRACK.  A
 DO0484'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0484'MARK IS 5 FEET EAST OF MILEPOST 577.
 DO0484
 DO0484                          STATION RECOVERY (1966)
 DO0484
 DO0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0485 ***********************************************************************
 DO0485  DESIGNATION -  RV 65
 DO0485  PID         -  DO0485
 DO0485  STATE/COUNTY-  TX/HASKELL
 DO0485  USGS QUAD   -  PINKERTON (1966)
 DO0485
 DO0485                         *CURRENT SURVEY CONTROL
 DO0485  ___________________________________________________________________
 DO0485* NAD 83(1986)-  33 14 17.     (N)    099 51 53.     (W)     SCALED    
 DO0485* NAVD 88     -       502.338  (meters)    1648.09   (feet)  ADJUSTED  
 DO0485  ___________________________________________________________________
 DO0485  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DO0485  DYNAMIC HT  -         501.722 (meters)    1646.07  (feet)  COMP
 DO0485  MODELED GRAV-     979,395.7   (mgal)                       NAVD 88
 DO0485
 DO0485  VERT ORDER  -  FIRST     CLASS II
 DO0485
 DO0485.The horizontal coordinates were scaled from a topographic map and have
 DO0485.an estimated accuracy of +/- 6 seconds.
 DO0485
 DO0485.The orthometric height was determined by differential leveling
 DO0485.and adjusted by the National Geodetic Survey in June 1991..
 DO0485
 DO0485.The geoid height was determined by GEOID03.
 DO0485
 DO0485.The dynamic height is computed by dividing the NAVD 88
 DO0485.geopotential number by the normal gravity value computed on the
 DO0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0485.degrees latitude (g = 980.6199 gals.).
 DO0485
 DO0485.The modeled gravity was interpolated from observed gravity values.
 DO0485
 DO0485;                    North         East    Units  Estimated Accuracy
 DO0485;SPC TXNC     - 2,175,080.      472,830.      MT  (+/- 180 meters Scaled)
 DO0485
 DO0485                          SUPERSEDED SURVEY CONTROL
 DO0485
 DO0485  NGVD 29 (??/??/92)  502.167  (m)         1647.53   (f) ADJ UNCH    1 2
 DO0485
 DO0485.Superseded values are not recommended for survey control.
 DO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0485.See file dsdata.txt to determine how the superseded data were derived.
 DO0485
 DO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB194780(NAD 83)
 DO0485_MARKER: R = RIVET
 DO0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0485+STABILITY: SURFACE MOTION
 DO0485
 DO0485  HISTORY     - Date     Condition        Report By
 DO0485  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0485  HISTORY     - 1958     GOOD             NGS
 DO0485
 DO0485                          STATION DESCRIPTION
 DO0485
 DO0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0485'4.0 MI N FROM RULE.
 DO0485'4.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM RULE,
 DO0485'HASKELL COUNTY, AT MILEPOST 576, AND 37 FEET WEST OF THE TRACK.  A
 DO0485'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0485'MARK IS 6 FEET SOUTHEAST OF MILEPOST 576.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0487 ***********************************************************************
 DO0487  DESIGNATION -  RV 66
 DO0487  PID         -  DO0487
 DO0487  STATE/COUNTY-  TX/HASKELL
 DO0487  USGS QUAD   -  ROCHESTER (1967)
 DO0487
 DO0487                         *CURRENT SURVEY CONTROL
 DO0487  ___________________________________________________________________
 DO0487* NAD 83(1986)-  33 15 06.     (N)    099 51 32.     (W)     SCALED    
 DO0487* NAVD 88     -       499.195  (meters)    1637.78   (feet)  ADJUSTED  
 DO0487  ___________________________________________________________________
 DO0487  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DO0487  DYNAMIC HT  -         498.584 (meters)    1635.77  (feet)  COMP
 DO0487  MODELED GRAV-     979,398.7   (mgal)                       NAVD 88
 DO0487
 DO0487  VERT ORDER  -  FIRST     CLASS II
 DO0487
 DO0487.The horizontal coordinates were scaled from a topographic map and have
 DO0487.an estimated accuracy of +/- 6 seconds.
 DO0487
 DO0487.The orthometric height was determined by differential leveling
 DO0487.and adjusted by the National Geodetic Survey in June 1991..
 DO0487
 DO0487.The geoid height was determined by GEOID03.
 DO0487
 DO0487.The dynamic height is computed by dividing the NAVD 88
 DO0487.geopotential number by the normal gravity value computed on the
 DO0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0487.degrees latitude (g = 980.6199 gals.).
 DO0487
 DO0487.The modeled gravity was interpolated from observed gravity values.
 DO0487
 DO0487;                    North         East    Units  Estimated Accuracy
 DO0487;SPC TXNC     - 2,176,580.      473,390.      MT  (+/- 180 meters Scaled)
 DO0487
 DO0487                          SUPERSEDED SURVEY CONTROL
 DO0487
 DO0487  NGVD 29 (??/??/92)  499.025  (m)         1637.22   (f) ADJ UNCH    1 2
 DO0487
 DO0487.Superseded values are not recommended for survey control.
 DO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0487.See file dsdata.txt to determine how the superseded data were derived.
 DO0487
 DO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB199795(NAD 83)
 DO0487_MARKER: R = RIVET
 DO0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0487+STABILITY: SURFACE MOTION
 DO0487
 DO0487  HISTORY     - Date     Condition        Report By
 DO0487  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0487  HISTORY     - 1958     GOOD             NGS
 DO0487
 DO0487                          STATION DESCRIPTION
 DO0487
 DO0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0487'4.7 MI S FROM ROCHESTER.
 DO0487'4.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0487'ROCHESTER, HASKELL COUNTY, AT MILEPOST 575, AND 37 FEET WEST OF THE
 DO0487'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0487'POST.  NOTE-- MARK IS 6 FEET EAST OF MILEPOST 575.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0488 ***********************************************************************
 DO0488  DESIGNATION -  RV 67
 DO0488  PID         -  DO0488
 DO0488  STATE/COUNTY-  TX/HASKELL
 DO0488  USGS QUAD   -  ROCHESTER (1967)
 DO0488
 DO0488                         *CURRENT SURVEY CONTROL
 DO0488  ___________________________________________________________________
 DO0488* NAD 83(1986)-  33 15 54.     (N)    099 51 09.     (W)     SCALED    
 DO0488* NAVD 88     -       497.911  (meters)    1633.56   (feet)  ADJUSTED  
 DO0488  ___________________________________________________________________
 DO0488  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DO0488  DYNAMIC HT  -         497.303 (meters)    1631.57  (feet)  COMP
 DO0488  MODELED GRAV-     979,401.5   (mgal)                       NAVD 88
 DO0488
 DO0488  VERT ORDER  -  FIRST     CLASS II
 DO0488
 DO0488.The horizontal coordinates were scaled from a topographic map and have
 DO0488.an estimated accuracy of +/- 6 seconds.
 DO0488
 DO0488.The orthometric height was determined by differential leveling
 DO0488.and adjusted by the National Geodetic Survey in June 1991..
 DO0488
 DO0488.The geoid height was determined by GEOID03.
 DO0488
 DO0488.The dynamic height is computed by dividing the NAVD 88
 DO0488.geopotential number by the normal gravity value computed on the
 DO0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0488.degrees latitude (g = 980.6199 gals.).
 DO0488
 DO0488.The modeled gravity was interpolated from observed gravity values.
 DO0488
 DO0488;                    North         East    Units  Estimated Accuracy
 DO0488;SPC TXNC     - 2,178,050.      474,000.      MT  (+/- 180 meters Scaled)
 DO0488
 DO0488                          SUPERSEDED SURVEY CONTROL
 DO0488
 DO0488  NGVD 29 (??/??/92)  497.742  (m)         1633.01   (f) ADJ UNCH    1 2
 DO0488
 DO0488.Superseded values are not recommended for survey control.
 DO0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0488.See file dsdata.txt to determine how the superseded data were derived.
 DO0488
 DO0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB206809(NAD 83)
 DO0488_MARKER: R = RIVET
 DO0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0488+STABILITY: SURFACE MOTION
 DO0488
 DO0488  HISTORY     - Date     Condition        Report By
 DO0488  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0488  HISTORY     - 1958     GOOD             NGS
 DO0488
 DO0488                          STATION DESCRIPTION
 DO0488
 DO0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0488'3.7 MI S FROM ROCHESTER.
 DO0488'3.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0488'ROCHESTER, HASKELL COUNTY, AT MILEPOST 574, AND 46 FEET EAST OF THE
 DO0488'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0488'POST.  NOTE-- THIS MARK IS OPPOSITE MILEPOST 574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0489 ***********************************************************************
 DO0489  DESIGNATION -  RV 68
 DO0489  PID         -  DO0489
 DO0489  STATE/COUNTY-  TX/HASKELL
 DO0489  USGS QUAD   -  ROCHESTER (1967)
 DO0489
 DO0489                         *CURRENT SURVEY CONTROL
 DO0489  ___________________________________________________________________
 DO0489* NAD 83(1986)-  33 16 48.     (N)    099 51 09.     (W)     SCALED    
 DO0489* NAVD 88     -       492.670  (meters)    1616.37   (feet)  ADJUSTED  
 DO0489  ___________________________________________________________________
 DO0489  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DO0489  DYNAMIC HT  -         492.070 (meters)    1614.40  (feet)  COMP
 DO0489  MODELED GRAV-     979,405.2   (mgal)                       NAVD 88
 DO0489
 DO0489  VERT ORDER  -  FIRST     CLASS II
 DO0489
 DO0489.The horizontal coordinates were scaled from a topographic map and have
 DO0489.an estimated accuracy of +/- 6 seconds.
 DO0489
 DO0489.The orthometric height was determined by differential leveling
 DO0489.and adjusted by the National Geodetic Survey in June 1991..
 DO0489
 DO0489.The geoid height was determined by GEOID03.
 DO0489
 DO0489.The dynamic height is computed by dividing the NAVD 88
 DO0489.geopotential number by the normal gravity value computed on the
 DO0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0489.degrees latitude (g = 980.6199 gals.).
 DO0489
 DO0489.The modeled gravity was interpolated from observed gravity values.
 DO0489
 DO0489;                    North         East    Units  Estimated Accuracy
 DO0489;SPC TXNC     - 2,179,710.      474,020.      MT  (+/- 180 meters Scaled)
 DO0489
 DO0489                          SUPERSEDED SURVEY CONTROL
 DO0489
 DO0489  NGVD 29 (??/??/92)  492.504  (m)         1615.82   (f) ADJ UNCH    1 2
 DO0489
 DO0489.Superseded values are not recommended for survey control.
 DO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0489.See file dsdata.txt to determine how the superseded data were derived.
 DO0489
 DO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB206826(NAD 83)
 DO0489_MARKER: R = RIVET
 DO0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0489+STABILITY: SURFACE MOTION
 DO0489
 DO0489  HISTORY     - Date     Condition        Report By
 DO0489  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0489  HISTORY     - 1958     GOOD             NGS
 DO0489
 DO0489                          STATION DESCRIPTION
 DO0489
 DO0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0489'2.7 MI S FROM ROCHESTER.
 DO0489'2.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0489'ROCHESTER, HASKELL COUNTY, AT MILEPOST 573, AND 38 FEET WEST OF THE
 DO0489'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0489'POST.  NOTE-- MARK IS 5 FEET EAST OF MILEPOST 573.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0491 ***********************************************************************
 DO0491  DESIGNATION -  RV 69
 DO0491  PID         -  DO0491
 DO0491  STATE/COUNTY-  TX/HASKELL
 DO0491  USGS QUAD   -  ROCHESTER (1967)
 DO0491
 DO0491                         *CURRENT SURVEY CONTROL
 DO0491  ___________________________________________________________________
 DO0491* NAD 83(1986)-  33 17 41.     (N)    099 51 08.     (W)     SCALED    
 DO0491* NAVD 88     -       488.146  (meters)    1601.53   (feet)  ADJUSTED  
 DO0491  ___________________________________________________________________
 DO0491  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DO0491  DYNAMIC HT  -         487.553 (meters)    1599.58  (feet)  COMP
 DO0491  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 DO0491
 DO0491  VERT ORDER  -  FIRST     CLASS II
 DO0491
 DO0491.The horizontal coordinates were scaled from a topographic map and have
 DO0491.an estimated accuracy of +/- 6 seconds.
 DO0491
 DO0491.The orthometric height was determined by differential leveling
 DO0491.and adjusted by the National Geodetic Survey in June 1991..
 DO0491
 DO0491.The geoid height was determined by GEOID03.
 DO0491
 DO0491.The dynamic height is computed by dividing the NAVD 88
 DO0491.geopotential number by the normal gravity value computed on the
 DO0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0491.degrees latitude (g = 980.6199 gals.).
 DO0491
 DO0491.The modeled gravity was interpolated from observed gravity values.
 DO0491
 DO0491;                    North         East    Units  Estimated Accuracy
 DO0491;SPC TXNC     - 2,181,350.      474,070.      MT  (+/- 180 meters Scaled)
 DO0491
 DO0491                          SUPERSEDED SURVEY CONTROL
 DO0491
 DO0491  NGVD 29 (??/??/92)  487.981  (m)         1600.98   (f) ADJ UNCH    1 2
 DO0491
 DO0491.Superseded values are not recommended for survey control.
 DO0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0491.See file dsdata.txt to determine how the superseded data were derived.
 DO0491
 DO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB206842(NAD 83)
 DO0491_MARKER: R = RIVET
 DO0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0491+STABILITY: SURFACE MOTION
 DO0491
 DO0491  HISTORY     - Date     Condition        Report By
 DO0491  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0491  HISTORY     - 1958     GOOD             NGS
 DO0491  HISTORY     - 1967     POOR             USGS
 DO0491
 DO0491                          STATION DESCRIPTION
 DO0491
 DO0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0491'1.7 MI S FROM ROCHESTER.
 DO0491'1.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0491'ROCHESTER, HASKELL COUNTY, AT MILEPOST 572, AND 40 FEET WEST OF THE
 DO0491'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0491'POST.  NOTE-- MARK IS 2 FEET NORTH OF MILEPOST 572.
 DO0491
 DO0491                          STATION RECOVERY (1967)
 DO0491
 DO0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DO0491'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0378 ***********************************************************************
 CR0378  DESIGNATION -  RV 7
 CR0378  PID         -  CR0378
 CR0378  STATE/COUNTY-  TX/CHEROKEE
 CR0378  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0378
 CR0378                         *CURRENT SURVEY CONTROL
 CR0378  ___________________________________________________________________
 CR0378* NAD 83(1986)-  32 04 36.     (N)    095 17 00.     (W)     SCALED    
 CR0378* NAVD 88     -       201.673  (meters)     661.66   (feet)  ADJUSTED  
 CR0378  ___________________________________________________________________
 CR0378  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0378  DYNAMIC HT  -         201.432 (meters)     660.86  (feet)  COMP
 CR0378  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 CR0378
 CR0378  VERT ORDER  -  FIRST     CLASS II
 CR0378
 CR0378.The horizontal coordinates were scaled from a topographic map and have
 CR0378.an estimated accuracy of +/- 6 seconds.
 CR0378
 CR0378.The orthometric height was determined by differential leveling
 CR0378.and adjusted by the National Geodetic Survey in June 1991..
 CR0378
 CR0378.The geoid height was determined by GEOID03.
 CR0378
 CR0378.The dynamic height is computed by dividing the NAVD 88
 CR0378.geopotential number by the normal gravity value computed on the
 CR0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0378.degrees latitude (g = 980.6199 gals.).
 CR0378
 CR0378.The modeled gravity was interpolated from observed gravity values.
 CR0378
 CR0378;                    North         East    Units  Estimated Accuracy
 CR0378;SPC TX C     - 3,278,000.    1,176,660.      MT  (+/- 180 meters Scaled)
 CR0378
 CR0378                          SUPERSEDED SURVEY CONTROL
 CR0378
 CR0378  NGVD 29 (??/??/92)  201.689  (m)          661.71   (f) ADJ UNCH    1 2
 CR0378
 CR0378.Superseded values are not recommended for survey control.
 CR0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0378.See file dsdata.txt to determine how the superseded data were derived.
 CR0378
 CR0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR844512(NAD 83)
 CR0378_MARKER: R = RIVET
 CR0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0378_SP_SET: CULVERT
 CR0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0378
 CR0378  HISTORY     - Date     Condition        Report By
 CR0378  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0378  HISTORY     - 1959     GOOD             NGS
 CR0378  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0378
 CR0378                          STATION DESCRIPTION
 CR0378
 CR0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0378'4.9 MI S FROM BULLARD.
 CR0378'ABOUT 4.9 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0378'THE POST OFFICE AT BULLARD, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 568,
 CR0378'72 FEET NORTHEAST OF THE NORTHEAST RAIL, AT A SMALL BOX CULVERT UNDER
 CR0378'THE HIGHWAY, 261 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 17
 CR0378'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 69, ABOUT LEVEL WITH
 CR0378'THE HIGHWAY, AND IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 CR0378'CONCRETE HEAD WALL OF THE CULVERT.
 CR0378
 CR0378                          STATION RECOVERY (1996)
 CR0378
 CR0378'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0492 ***********************************************************************
 DO0492  DESIGNATION -  RV 70
 DO0492  PID         -  DO0492
 DO0492  STATE/COUNTY-  TX/HASKELL
 DO0492  USGS QUAD   -  ROCHESTER (1967)
 DO0492
 DO0492                         *CURRENT SURVEY CONTROL
 DO0492  ___________________________________________________________________
 DO0492* NAD 83(1986)-  33 18 32.     (N)    099 51 08.     (W)     SCALED    
 DO0492* NAVD 88     -       489.397  (meters)    1605.63   (feet)  ADJUSTED  
 DO0492  ___________________________________________________________________
 DO0492  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DO0492  DYNAMIC HT  -         488.805 (meters)    1603.69  (feet)  COMP
 DO0492  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 DO0492
 DO0492  VERT ORDER  -  FIRST     CLASS II
 DO0492
 DO0492.The horizontal coordinates were scaled from a topographic map and have
 DO0492.an estimated accuracy of +/- 6 seconds.
 DO0492
 DO0492.The orthometric height was determined by differential leveling
 DO0492.and adjusted by the National Geodetic Survey in June 1991..
 DO0492
 DO0492.The geoid height was determined by GEOID03.
 DO0492
 DO0492.The dynamic height is computed by dividing the NAVD 88
 DO0492.geopotential number by the normal gravity value computed on the
 DO0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0492.degrees latitude (g = 980.6199 gals.).
 DO0492
 DO0492.The modeled gravity was interpolated from observed gravity values.
 DO0492
 DO0492;                    North         East    Units  Estimated Accuracy
 DO0492;SPC TXNC     - 2,182,920.      474,090.      MT  (+/- 180 meters Scaled)
 DO0492
 DO0492                          SUPERSEDED SURVEY CONTROL
 DO0492
 DO0492  NGVD 29 (??/??/92)  489.233  (m)         1605.09   (f) ADJ UNCH    1 2
 DO0492
 DO0492.Superseded values are not recommended for survey control.
 DO0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0492.See file dsdata.txt to determine how the superseded data were derived.
 DO0492
 DO0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB206858(NAD 83)
 DO0492_MARKER: R = RIVET
 DO0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0492+STABILITY: SURFACE MOTION
 DO0492
 DO0492  HISTORY     - Date     Condition        Report By
 DO0492  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0492  HISTORY     - 1958     POOR             NGS
 DO0492
 DO0492                          STATION DESCRIPTION
 DO0492
 DO0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0492'0.7 MI S FROM ROCHESTER.
 DO0492'0.7 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0492'ROCHESTER, HASKELL COUNTY, AT MILEPOST 571, AND 37 FEET WEST OF THE
 DO0492'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0492'POST.  NOTE-- THE CONCRETE POST IN STILL IN PLACE BUT THE RIVET HAS
 DO0492'BEEN REMOVED.  THIS WOULD CHANGE THE ELEVATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0494 ***********************************************************************
 DO0494  DESIGNATION -  RV 71
 DO0494  PID         -  DO0494
 DO0494  STATE/COUNTY-  TX/HASKELL
 DO0494  USGS QUAD   -  ROCHESTER (1967)
 DO0494
 DO0494                         *CURRENT SURVEY CONTROL
 DO0494  ___________________________________________________________________
 DO0494* NAD 83(1986)-  33 19 22.     (N)    099 51 08.     (W)     SCALED    
 DO0494* NAVD 88     -       486.049  (meters)    1594.65   (feet)  ADJUSTED  
 DO0494  ___________________________________________________________________
 DO0494  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DO0494  DYNAMIC HT  -         485.463 (meters)    1592.72  (feet)  COMP
 DO0494  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 DO0494
 DO0494  VERT ORDER  -  FIRST     CLASS II
 DO0494
 DO0494.The horizontal coordinates were scaled from a topographic map and have
 DO0494.an estimated accuracy of +/- 6 seconds.
 DO0494
 DO0494.The orthometric height was determined by differential leveling
 DO0494.and adjusted by the National Geodetic Survey in June 1991..
 DO0494
 DO0494.The geoid height was determined by GEOID03.
 DO0494
 DO0494.The dynamic height is computed by dividing the NAVD 88
 DO0494.geopotential number by the normal gravity value computed on the
 DO0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0494.degrees latitude (g = 980.6199 gals.).
 DO0494
 DO0494.The modeled gravity was interpolated from observed gravity values.
 DO0494
 DO0494;                    North         East    Units  Estimated Accuracy
 DO0494;SPC TXNC     - 2,184,460.      474,110.      MT  (+/- 180 meters Scaled)
 DO0494
 DO0494                          SUPERSEDED SURVEY CONTROL
 DO0494
 DO0494  NGVD 29 (??/??/92)  485.886  (m)         1594.11   (f) ADJ UNCH    1 2
 DO0494
 DO0494.Superseded values are not recommended for survey control.
 DO0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0494.See file dsdata.txt to determine how the superseded data were derived.
 DO0494
 DO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB206873(NAD 83)
 DO0494_MARKER: R = RIVET
 DO0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0494+STABILITY: SURFACE MOTION
 DO0494
 DO0494  HISTORY     - Date     Condition        Report By
 DO0494  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0494  HISTORY     - 1958     MARK NOT FOUND   NGS
 DO0494  HISTORY     - 1967     MARK NOT FOUND   USGS
 DO0494
 DO0494                          STATION DESCRIPTION
 DO0494
 DO0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0494'0.3 MI N FROM ROCHESTER.
 DO0494'0.3 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0494'ROCHESTER, HASKELL COUNTY, AT MILEPOST 570, AND 33 FEET WEST OF THE
 DO0494'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0494'POST.
 DO0494
 DO0494                          STATION RECOVERY (1967)
 DO0494
 DO0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DO0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0495 ***********************************************************************
 DO0495  DESIGNATION -  RV 72
 DO0495  PID         -  DO0495
 DO0495  STATE/COUNTY-  TX/HASKELL
 DO0495  USGS QUAD   -  ROCHESTER (1967)
 DO0495
 DO0495                         *CURRENT SURVEY CONTROL
 DO0495  ___________________________________________________________________
 DO0495* NAD 83(1986)-  33 20 16.     (N)    099 51 05.     (W)     SCALED    
 DO0495* NAVD 88     -       483.675  (meters)    1586.86   (feet)  ADJUSTED  
 DO0495  ___________________________________________________________________
 DO0495  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DO0495  DYNAMIC HT  -         483.093 (meters)    1584.95  (feet)  COMP
 DO0495  MODELED GRAV-     979,419.0   (mgal)                       NAVD 88
 DO0495
 DO0495  VERT ORDER  -  FIRST     CLASS II
 DO0495
 DO0495.The horizontal coordinates were scaled from a topographic map and have
 DO0495.an estimated accuracy of +/- 6 seconds.
 DO0495
 DO0495.The orthometric height was determined by differential leveling
 DO0495.and adjusted by the National Geodetic Survey in June 1991..
 DO0495
 DO0495.The geoid height was determined by GEOID03.
 DO0495
 DO0495.The dynamic height is computed by dividing the NAVD 88
 DO0495.geopotential number by the normal gravity value computed on the
 DO0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0495.degrees latitude (g = 980.6199 gals.).
 DO0495
 DO0495.The modeled gravity was interpolated from observed gravity values.
 DO0495
 DO0495;                    North         East    Units  Estimated Accuracy
 DO0495;SPC TXNC     - 2,186,120.      474,210.      MT  (+/- 180 meters Scaled)
 DO0495
 DO0495                          SUPERSEDED SURVEY CONTROL
 DO0495
 DO0495  NGVD 29 (??/??/92)  483.512  (m)         1586.32   (f) ADJ UNCH    1 2
 DO0495
 DO0495.Superseded values are not recommended for survey control.
 DO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0495.See file dsdata.txt to determine how the superseded data were derived.
 DO0495
 DO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB207890(NAD 83)
 DO0495_MARKER: R = RIVET
 DO0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0495+STABILITY: SURFACE MOTION
 DO0495
 DO0495  HISTORY     - Date     Condition        Report By
 DO0495  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0495  HISTORY     - 1958     GOOD             NGS
 DO0495
 DO0495                          STATION DESCRIPTION
 DO0495
 DO0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0495'1.3 MI N FROM ROCHESTER.
 DO0495'1.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0495'ROCHESTER, HASKELL COUNTY, AT MILEPOST 569, AND 36 FEET WEST OF THE
 DO0495'TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0495'POST.  NOTE-- MARK IS 3 FEET EAST OF MILEPOST 569.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0496 ***********************************************************************
 DO0496  DESIGNATION -  RV 73
 DO0496  PID         -  DO0496
 DO0496  STATE/COUNTY-  TX/HASKELL
 DO0496  USGS QUAD   -  ROCHESTER (1967)
 DO0496
 DO0496                         *CURRENT SURVEY CONTROL
 DO0496  ___________________________________________________________________
 DO0496* NAD 83(1986)-  33 21 07.     (N)    099 51 02.     (W)     SCALED    
 DO0496* NAVD 88     -       482.775  (meters)    1583.90   (feet)  ADJUSTED  
 DO0496  ___________________________________________________________________
 DO0496  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DO0496  DYNAMIC HT  -         482.195 (meters)    1582.00  (feet)  COMP
 DO0496  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 DO0496
 DO0496  VERT ORDER  -  FIRST     CLASS II
 DO0496
 DO0496.The horizontal coordinates were scaled from a topographic map and have
 DO0496.an estimated accuracy of +/- 6 seconds.
 DO0496
 DO0496.The orthometric height was determined by differential leveling
 DO0496.and adjusted by the National Geodetic Survey in June 1991..
 DO0496
 DO0496.The geoid height was determined by GEOID03.
 DO0496
 DO0496.The dynamic height is computed by dividing the NAVD 88
 DO0496.geopotential number by the normal gravity value computed on the
 DO0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0496.degrees latitude (g = 980.6199 gals.).
 DO0496
 DO0496.The modeled gravity was interpolated from observed gravity values.
 DO0496
 DO0496;                    North         East    Units  Estimated Accuracy
 DO0496;SPC TXNC     - 2,187,690.      474,310.      MT  (+/- 180 meters Scaled)
 DO0496
 DO0496                          SUPERSEDED SURVEY CONTROL
 DO0496
 DO0496  NGVD 29 (??/??/92)  482.613  (m)         1583.37   (f) ADJ UNCH    1 2
 DO0496
 DO0496.Superseded values are not recommended for survey control.
 DO0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0496.See file dsdata.txt to determine how the superseded data were derived.
 DO0496
 DO0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB208906(NAD 83)
 DO0496_MARKER: R = RIVET
 DO0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0496+STABILITY: SURFACE MOTION
 DO0496
 DO0496  HISTORY     - Date     Condition        Report By
 DO0496  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0496  HISTORY     - 1958     GOOD             NGS
 DO0496  HISTORY     - 1967     MARK NOT FOUND   USGS
 DO0496
 DO0496                          STATION DESCRIPTION
 DO0496
 DO0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0496'2.0 MI S FROM OBRIEN.
 DO0496'2.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM OBRIEN,
 DO0496'HASKELL COUNTY, AT MILEPOST 568, AND 37 FEET WEST OF THE TRACK.  A
 DO0496'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 DO0496
 DO0496                          STATION RECOVERY (1967)
 DO0496
 DO0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DO0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0498 ***********************************************************************
 DO0498  DESIGNATION -  RV 74
 DO0498  PID         -  DO0498
 DO0498  STATE/COUNTY-  TX/HASKELL
 DO0498  USGS QUAD   -  ROCHESTER (1967)
 DO0498
 DO0498                         *CURRENT SURVEY CONTROL
 DO0498  ___________________________________________________________________
 DO0498* NAD 83(1986)-  33 22 00.     (N)    099 50 58.     (W)     SCALED    
 DO0498* NAVD 88     -       482.473  (meters)    1582.91   (feet)  ADJUSTED  
 DO0498  ___________________________________________________________________
 DO0498  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DO0498  DYNAMIC HT  -         481.896 (meters)    1581.02  (feet)  COMP
 DO0498  MODELED GRAV-     979,425.4   (mgal)                       NAVD 88
 DO0498
 DO0498  VERT ORDER  -  FIRST     CLASS II
 DO0498
 DO0498.The horizontal coordinates were scaled from a topographic map and have
 DO0498.an estimated accuracy of +/- 6 seconds.
 DO0498
 DO0498.The orthometric height was determined by differential leveling
 DO0498.and adjusted by the National Geodetic Survey in June 1991..
 DO0498
 DO0498.The geoid height was determined by GEOID03.
 DO0498
 DO0498.The dynamic height is computed by dividing the NAVD 88
 DO0498.geopotential number by the normal gravity value computed on the
 DO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0498.degrees latitude (g = 980.6199 gals.).
 DO0498
 DO0498.The modeled gravity was interpolated from observed gravity values.
 DO0498
 DO0498;                    North         East    Units  Estimated Accuracy
 DO0498;SPC TXNC     - 2,189,320.      474,430.      MT  (+/- 180 meters Scaled)
 DO0498
 DO0498                          SUPERSEDED SURVEY CONTROL
 DO0498
 DO0498  NGVD 29 (??/??/92)  482.313  (m)         1582.39   (f) ADJ UNCH    1 2
 DO0498
 DO0498.Superseded values are not recommended for survey control.
 DO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0498.See file dsdata.txt to determine how the superseded data were derived.
 DO0498
 DO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB209922(NAD 83)
 DO0498_MARKER: DB = BENCH MARK DISK
 DO0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0498+STABILITY: SURFACE MOTION
 DO0498
 DO0498  HISTORY     - Date     Condition        Report By
 DO0498  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0498  HISTORY     - 1967     GOOD             USGS
 DO0498
 DO0498                          STATION DESCRIPTION
 DO0498
 DO0498'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DO0498'1.0 MI S FROM OBRIEN.
 DO0498'1.0 MILES SOUTH ALONG THE ATCHINSON, TOPEKA AND SANTA FE FROM OBRIEN,
 DO0498'HASKELL COUNTY, TO MILEPOST 567.  36.4 FEET WEST OF WEST RAIL.  7.8
 DO0498'FEET WEST OF A WHITE PAINTED TELEPHONE POLE.  0.8 FEET BELOW NORMAL
 DO0498'GROUND.  A STANDARD MONEL-METAL RIVET SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0499 ***********************************************************************
 DO0499  DESIGNATION -  RV 75
 DO0499  PID         -  DO0499
 DO0499  STATE/COUNTY-  TX/HASKELL
 DO0499  USGS QUAD   -  KNOX CITY (1968)
 DO0499
 DO0499                         *CURRENT SURVEY CONTROL
 DO0499  ___________________________________________________________________
 DO0499* NAD 83(1986)-  33 22 51.     (N)    099 50 42.     (W)     SCALED    
 DO0499* NAVD 88     -       479.761  (meters)    1574.02   (feet)  ADJUSTED  
 DO0499  ___________________________________________________________________
 DO0499  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DO0499  DYNAMIC HT  -         479.188 (meters)    1572.14  (feet)  COMP
 DO0499  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 DO0499
 DO0499  VERT ORDER  -  FIRST     CLASS II
 DO0499
 DO0499.The horizontal coordinates were scaled from a topographic map and have
 DO0499.an estimated accuracy of +/- 6 seconds.
 DO0499
 DO0499.The orthometric height was determined by differential leveling
 DO0499.and adjusted by the National Geodetic Survey in June 1991..
 DO0499
 DO0499.The geoid height was determined by GEOID03.
 DO0499
 DO0499.The dynamic height is computed by dividing the NAVD 88
 DO0499.geopotential number by the normal gravity value computed on the
 DO0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0499.degrees latitude (g = 980.6199 gals.).
 DO0499
 DO0499.The modeled gravity was interpolated from observed gravity values.
 DO0499
 DO0499;                    North         East    Units  Estimated Accuracy
 DO0499;SPC TXNC     - 2,190,890.      474,870.      MT  (+/- 180 meters Scaled)
 DO0499
 DO0499                          SUPERSEDED SURVEY CONTROL
 DO0499
 DO0499  NGVD 29 (??/??/92)  479.602  (m)         1573.49   (f) ADJ UNCH    1 2
 DO0499
 DO0499.Superseded values are not recommended for survey control.
 DO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0499.See file dsdata.txt to determine how the superseded data were derived.
 DO0499
 DO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB214938(NAD 83)
 DO0499_MARKER: R = RIVET
 DO0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0499+STABILITY: SURFACE MOTION
 DO0499
 DO0499  HISTORY     - Date     Condition        Report By
 DO0499  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0499  HISTORY     - 1958     GOOD             NGS
 DO0499
 DO0499                          STATION DESCRIPTION
 DO0499
 DO0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0499'IN OBRIEN.
 DO0499'AT OBRIEN, HASKELL COUNTY, ON THE PANHANDLE AND SANTA FE RAILWAY, AT
 DO0499'MILEPOST 566, AND 44 FEET WEST OF THE TRACK.  A STANDARD MONEL-METAL
 DO0499'RIVET, SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 15 FEET WEST
 DO0499'OF MILEPOST 566.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0501 ***********************************************************************
 DO0501  DESIGNATION -  RV 76
 DO0501  PID         -  DO0501
 DO0501  STATE/COUNTY-  TX/HASKELL
 DO0501  USGS QUAD   -  KNOX CITY (1968)
 DO0501
 DO0501                         *CURRENT SURVEY CONTROL
 DO0501  ___________________________________________________________________
 DO0501* NAD 83(1986)-  33 23 37.     (N)    099 50 15.     (W)     SCALED    
 DO0501* NAVD 88     -       476.167  (meters)    1562.22   (feet)  ADJUSTED  
 DO0501  ___________________________________________________________________
 DO0501  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0501  DYNAMIC HT  -         475.600 (meters)    1560.36  (feet)  COMP
 DO0501  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 DO0501
 DO0501  VERT ORDER  -  FIRST     CLASS II
 DO0501
 DO0501.The horizontal coordinates were scaled from a topographic map and have
 DO0501.an estimated accuracy of +/- 6 seconds.
 DO0501
 DO0501.The orthometric height was determined by differential leveling
 DO0501.and adjusted by the National Geodetic Survey in June 1991..
 DO0501
 DO0501.The geoid height was determined by GEOID03.
 DO0501
 DO0501.The dynamic height is computed by dividing the NAVD 88
 DO0501.geopotential number by the normal gravity value computed on the
 DO0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0501.degrees latitude (g = 980.6199 gals.).
 DO0501
 DO0501.The modeled gravity was interpolated from observed gravity values.
 DO0501
 DO0501;                    North         East    Units  Estimated Accuracy
 DO0501;SPC TXNC     - 2,192,290.      475,580.      MT  (+/- 180 meters Scaled)
 DO0501
 DO0501                          SUPERSEDED SURVEY CONTROL
 DO0501
 DO0501  NGVD 29 (??/??/92)  476.010  (m)         1561.71   (f) ADJ UNCH    1 2
 DO0501
 DO0501.Superseded values are not recommended for survey control.
 DO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0501.See file dsdata.txt to determine how the superseded data were derived.
 DO0501
 DO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB221952(NAD 83)
 DO0501_MARKER: R = RIVET
 DO0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0501+STABILITY: SURFACE MOTION
 DO0501
 DO0501  HISTORY     - Date     Condition        Report By
 DO0501  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0501  HISTORY     - 1958     MARK NOT FOUND   NGS
 DO0501  HISTORY     - 1968     MARK NOT FOUND   USGS
 DO0501
 DO0501                          STATION DESCRIPTION
 DO0501
 DO0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0501'1.0 MI N FROM OBRIEN.
 DO0501'1.0 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM OBRIEN,
 DO0501'HASKELL COUNTY, AT MILEPOST 565, AND 36 FEET WEST OF THE TRACK.  A
 DO0501'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0501'IT IS POSSIBLE THAT IT IS COVERED BY DRIFTED SAND.
 DO0501
 DO0501                          STATION RECOVERY (1968)
 DO0501
 DO0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DO0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0502 ***********************************************************************
 DO0502  DESIGNATION -  RV 77
 DO0502  PID         -  DO0502
 DO0502  STATE/COUNTY-  TX/HASKELL
 DO0502  USGS QUAD   -  KNOX CITY (1968)
 DO0502
 DO0502                         *CURRENT SURVEY CONTROL
 DO0502  ___________________________________________________________________
 DO0502* NAD 83(1986)-  33 24 25.     (N)    099 49 48.     (W)     SCALED    
 DO0502* NAVD 88     -       470.252  (meters)    1542.82   (feet)  ADJUSTED  
 DO0502  ___________________________________________________________________
 DO0502  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DO0502  DYNAMIC HT  -         469.692 (meters)    1540.98  (feet)  COMP
 DO0502  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 DO0502
 DO0502  VERT ORDER  -  FIRST     CLASS II
 DO0502
 DO0502.The horizontal coordinates were scaled from a topographic map and have
 DO0502.an estimated accuracy of +/- 6 seconds.
 DO0502
 DO0502.The orthometric height was determined by differential leveling
 DO0502.and adjusted by the National Geodetic Survey in June 1991..
 DO0502
 DO0502.The geoid height was determined by GEOID03.
 DO0502
 DO0502.The dynamic height is computed by dividing the NAVD 88
 DO0502.geopotential number by the normal gravity value computed on the
 DO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0502.degrees latitude (g = 980.6199 gals.).
 DO0502
 DO0502.The modeled gravity was interpolated from observed gravity values.
 DO0502
 DO0502;                    North         East    Units  Estimated Accuracy
 DO0502;SPC TXNC     - 2,193,760.      476,300.      MT  (+/- 180 meters Scaled)
 DO0502
 DO0502                          SUPERSEDED SURVEY CONTROL
 DO0502
 DO0502  NGVD 29 (??/??/92)  470.098  (m)         1542.31   (f) ADJ UNCH    1 2
 DO0502
 DO0502.Superseded values are not recommended for survey control.
 DO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0502.See file dsdata.txt to determine how the superseded data were derived.
 DO0502
 DO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB228967(NAD 83)
 DO0502_MARKER: R = RIVET
 DO0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0502+STABILITY: SURFACE MOTION
 DO0502
 DO0502  HISTORY     - Date     Condition        Report By
 DO0502  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0502  HISTORY     - 1958     POOR             NGS
 DO0502  HISTORY     - 1967     MARK NOT FOUND   USGS
 DO0502
 DO0502                          STATION DESCRIPTION
 DO0502
 DO0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0502'0.6 MI S FROM KNOX CITY.
 DO0502'0.6 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM KNOX
 DO0502'CITY, KNOX COUNTY, AT MILEPOST 564, AND 36 FEET WEST OF THE TRACK.  A
 DO0502'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0502'THIS MARK IS IN A CULTIVATED FIELD.  IT HAS BEEN HIT BY FARM MACHINERY
 DO0502'AND THE POST IS TILTED.
 DO0502
 DO0502                          STATION RECOVERY (1967)
 DO0502
 DO0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DO0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0504 ***********************************************************************
 DO0504  DESIGNATION -  RV 78
 DO0504  PID         -  DO0504
 DO0504  STATE/COUNTY-  TX/KNOX
 DO0504  USGS QUAD   -  KNOX CITY (1968)
 DO0504
 DO0504                         *CURRENT SURVEY CONTROL
 DO0504  ___________________________________________________________________
 DO0504* NAD 83(1986)-  33 25 13.     (N)    099 49 21.     (W)     SCALED    
 DO0504* NAVD 88     -       464.747  (meters)    1524.76   (feet)  ADJUSTED  
 DO0504  ___________________________________________________________________
 DO0504  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DO0504  DYNAMIC HT  -         464.194 (meters)    1522.94  (feet)  COMP
 DO0504  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 DO0504
 DO0504  VERT ORDER  -  FIRST     CLASS II
 DO0504
 DO0504.The horizontal coordinates were scaled from a topographic map and have
 DO0504.an estimated accuracy of +/- 6 seconds.
 DO0504
 DO0504.The orthometric height was determined by differential leveling
 DO0504.and adjusted by the National Geodetic Survey in June 1991..
 DO0504
 DO0504.The geoid height was determined by GEOID03.
 DO0504
 DO0504.The dynamic height is computed by dividing the NAVD 88
 DO0504.geopotential number by the normal gravity value computed on the
 DO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0504.degrees latitude (g = 980.6199 gals.).
 DO0504
 DO0504.The modeled gravity was interpolated from observed gravity values.
 DO0504
 DO0504;                    North         East    Units  Estimated Accuracy
 DO0504;SPC TXNC     - 2,195,230.      477,010.      MT  (+/- 180 meters Scaled)
 DO0504
 DO0504                          SUPERSEDED SURVEY CONTROL
 DO0504
 DO0504  NGVD 29 (??/??/92)  464.594  (m)         1524.26   (f) ADJ UNCH    1 2
 DO0504
 DO0504.Superseded values are not recommended for survey control.
 DO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0504.See file dsdata.txt to determine how the superseded data were derived.
 DO0504
 DO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB235981(NAD 83)
 DO0504_MARKER: R = RIVET
 DO0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0504+STABILITY: SURFACE MOTION
 DO0504
 DO0504  HISTORY     - Date     Condition        Report By
 DO0504  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0504  HISTORY     - 1958     GOOD             NGS
 DO0504
 DO0504                          STATION DESCRIPTION
 DO0504
 DO0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0504'0.4 MI N FROM KNOX CITY.
 DO0504'0.4 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM KNOX
 DO0504'CITY, KNOX COUNTY, AT MILEPOST 563, AND 38 FEET WEST OF THE TRACK.  A
 DO0504'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0504'0.2 MILE NORTH OF THE KNOX CITY RAILROAD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0505 ***********************************************************************
 DO0505  DESIGNATION -  RV 79
 DO0505  PID         -  DO0505
 DO0505  STATE/COUNTY-  TX/KNOX
 DO0505  USGS QUAD   -  KNOX CITY (1968)
 DO0505
 DO0505                         *CURRENT SURVEY CONTROL
 DO0505  ___________________________________________________________________
 DO0505* NAD 83(1986)-  33 25 59.     (N)    099 48 56.     (W)     SCALED    
 DO0505* NAVD 88     -       458.178  (meters)    1503.21   (feet)  ADJUSTED  
 DO0505  ___________________________________________________________________
 DO0505  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0505  DYNAMIC HT  -         457.633 (meters)    1501.42  (feet)  COMP
 DO0505  MODELED GRAV-     979,433.8   (mgal)                       NAVD 88
 DO0505
 DO0505  VERT ORDER  -  FIRST     CLASS II
 DO0505
 DO0505.The horizontal coordinates were scaled from a topographic map and have
 DO0505.an estimated accuracy of +/- 6 seconds.
 DO0505
 DO0505.The orthometric height was determined by differential leveling
 DO0505.and adjusted by the National Geodetic Survey in June 1991..
 DO0505
 DO0505.The geoid height was determined by GEOID03.
 DO0505
 DO0505.The dynamic height is computed by dividing the NAVD 88
 DO0505.geopotential number by the normal gravity value computed on the
 DO0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0505.degrees latitude (g = 980.6199 gals.).
 DO0505
 DO0505.The modeled gravity was interpolated from observed gravity values.
 DO0505
 DO0505;                    North         East    Units  Estimated Accuracy
 DO0505;SPC TXNC     - 2,196,640.      477,680.      MT  (+/- 180 meters Scaled)
 DO0505
 DO0505                          SUPERSEDED SURVEY CONTROL
 DO0505
 DO0505  NGVD 29 (??/??/92)  458.026  (m)         1502.71   (f) ADJ UNCH    1 2
 DO0505
 DO0505.Superseded values are not recommended for survey control.
 DO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0505.See file dsdata.txt to determine how the superseded data were derived.
 DO0505
 DO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB241995(NAD 83)
 DO0505_MARKER: R = RIVET
 DO0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0505+STABILITY: SURFACE MOTION
 DO0505
 DO0505  HISTORY     - Date     Condition        Report By
 DO0505  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0505  HISTORY     - 1958     GOOD             NGS
 DO0505
 DO0505                          STATION DESCRIPTION
 DO0505
 DO0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0505'1.4 MI N FROM KNOX CITY.
 DO0505'1.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM KNOX
 DO0505'CITY, KNOX COUNTY, AT MILEPOST 562, AND 38 FEET WEST OF THE TRACK.  A
 DO0505'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0505'IT IS ABOUT 1 1/2 FEET EAST OF MILEPOST 562 AND IS 6 INCHES BELOW THE
 DO0505'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0381 ***********************************************************************
 CR0381  DESIGNATION -  RV 8
 CR0381  PID         -  CR0381
 CR0381  STATE/COUNTY-  TX/CHEROKEE
 CR0381  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0381
 CR0381                         *CURRENT SURVEY CONTROL
 CR0381  ___________________________________________________________________
 CR0381* NAD 83(1986)-  32 06 17.     (N)    095 17 35.     (W)     SCALED    
 CR0381* NAVD 88     -       168.189  (meters)     551.80   (feet)  ADJUSTED  
 CR0381  ___________________________________________________________________
 CR0381  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0381  DYNAMIC HT  -         167.989 (meters)     551.14  (feet)  COMP
 CR0381  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 CR0381
 CR0381  VERT ORDER  -  FIRST     CLASS II
 CR0381
 CR0381.The horizontal coordinates were scaled from a topographic map and have
 CR0381.an estimated accuracy of +/- 6 seconds.
 CR0381
 CR0381.The orthometric height was determined by differential leveling
 CR0381.and adjusted by the National Geodetic Survey in June 1991..
 CR0381.WARNING-Repeat measurements at this control monument indicate possible
 CR0381.vertical movement.
 CR0381
 CR0381.The geoid height was determined by GEOID03.
 CR0381
 CR0381.The dynamic height is computed by dividing the NAVD 88
 CR0381.geopotential number by the normal gravity value computed on the
 CR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0381.degrees latitude (g = 980.6199 gals.).
 CR0381
 CR0381.The modeled gravity was interpolated from observed gravity values.
 CR0381
 CR0381;                    North         East    Units  Estimated Accuracy
 CR0381;SPC TX C     - 3,281,070.    1,175,600.      MT  (+/- 180 meters Scaled)
 CR0381
 CR0381                          SUPERSEDED SURVEY CONTROL
 CR0381
 CR0381  NGVD 29 (??/??/92)  168.209  (m)          551.87   (f) ADJ UNCH    1 2
 CR0381
 CR0381.Superseded values are not recommended for survey control.
 CR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0381.See file dsdata.txt to determine how the superseded data were derived.
 CR0381
 CR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR836543(NAD 83)
 CR0381_MARKER: R = RIVET
 CR0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0381_SP_SET: CULVERT
 CR0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0381
 CR0381  HISTORY     - Date     Condition        Report By
 CR0381  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0381  HISTORY     - 1959     GOOD             NGS
 CR0381  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0381  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0381
 CR0381                          STATION DESCRIPTION
 CR0381
 CR0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0381'2.9 MI S FROM BULLARD.
 CR0381'ABOUT 2.9 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0381'THE POST OFFICE AT BULLARD, 6 POLES SOUTHEAST OF MILEPOST 566, 69 FEET
 CR0381'NORTHEAST OF THE NORTHEAST RAIL, AT A SMALL CONCRETE BOX CULVERT UNDER
 CR0381'U. S. HIGHWAY 69, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CR0381'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF THE
 CR0381'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF THE CULVERT.
 CR0381
 CR0381                          STATION RECOVERY (1973)
 CR0381
 CR0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0381'MARK NOT FOUND.
 CR0381
 CR0381                          STATION RECOVERY (1996)
 CR0381
 CR0381'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0506 ***********************************************************************
 DO0506  DESIGNATION -  RV 80
 DO0506  PID         -  DO0506
 DO0506  STATE/COUNTY-  TX/KNOX
 DO0506  USGS QUAD   -  KNOX CITY (1968)
 DO0506
 DO0506                         *CURRENT SURVEY CONTROL
 DO0506  ___________________________________________________________________
 DO0506* NAD 83(1986)-  33 26 50.     (N)    099 48 36.     (W)     SCALED    
 DO0506* NAVD 88     -       451.433  (meters)    1481.08   (feet)  ADJUSTED  
 DO0506  ___________________________________________________________________
 DO0506  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DO0506  DYNAMIC HT  -         450.897 (meters)    1479.32  (feet)  COMP
 DO0506  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 DO0506
 DO0506  VERT ORDER  -  FIRST     CLASS II
 DO0506
 DO0506.The horizontal coordinates were scaled from a topographic map and have
 DO0506.an estimated accuracy of +/- 6 seconds.
 DO0506
 DO0506.The orthometric height was determined by differential leveling
 DO0506.and adjusted by the National Geodetic Survey in June 1991..
 DO0506
 DO0506.The geoid height was determined by GEOID03.
 DO0506
 DO0506.The dynamic height is computed by dividing the NAVD 88
 DO0506.geopotential number by the normal gravity value computed on the
 DO0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0506.degrees latitude (g = 980.6199 gals.).
 DO0506
 DO0506.The modeled gravity was interpolated from observed gravity values.
 DO0506
 DO0506;                    North         East    Units  Estimated Accuracy
 DO0506;SPC TXNC     - 2,198,210.      478,210.      MT  (+/- 180 meters Scaled)
 DO0506
 DO0506                          SUPERSEDED SURVEY CONTROL
 DO0506
 DO0506  NGVD 29 (??/??/92)  451.284  (m)         1480.59   (f) ADJ UNCH    1 2
 DO0506
 DO0506.Superseded values are not recommended for survey control.
 DO0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0506.See file dsdata.txt to determine how the superseded data were derived.
 DO0506
 DO0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC247011(NAD 83)
 DO0506_MARKER: R = RIVET
 DO0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0506+STABILITY: SURFACE MOTION
 DO0506
 DO0506  HISTORY     - Date     Condition        Report By
 DO0506  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0506  HISTORY     - 1958     MARK NOT FOUND   NGS
 DO0506  HISTORY     - 1967     GOOD             USGS
 DO0506
 DO0506                          STATION DESCRIPTION
 DO0506
 DO0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0506'2.4 MI N FROM KNOX CITY.
 DO0506'2.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM KNOX
 DO0506'CITY, KNOX COUNTY, 3 FEET NORTH OF MILEPOST 561, AND 39 FEET WEST OF
 DO0506'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0506'POST.  NOTE-- CONSIDERABLE TIME WAS SPENT IN PRODDING FOR THIS MARK
 DO0506'BUT IT COULD NOT BE FOUND.  IT MAY BE IN PLACE BUT UNDER DRIFTED SAND.
 DO0506
 DO0506                          STATION RECOVERY (1967)
 DO0506
 DO0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DO0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0508 ***********************************************************************
 DO0508  DESIGNATION -  RV 81
 DO0508  PID         -  DO0508
 DO0508  STATE/COUNTY-  TX/KNOX
 DO0508  USGS QUAD   -  KNOX CITY (1968)
 DO0508
 DO0508                         *CURRENT SURVEY CONTROL
 DO0508  ___________________________________________________________________
 DO0508* NAD 83(1986)-  33 27 42.     (N)    099 48 32.     (W)     SCALED    
 DO0508* NAVD 88     -       446.563  (meters)    1465.10   (feet)  ADJUSTED  
 DO0508  ___________________________________________________________________
 DO0508  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DO0508  DYNAMIC HT  -         446.033 (meters)    1463.36  (feet)  COMP
 DO0508  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 DO0508
 DO0508  VERT ORDER  -  FIRST     CLASS II
 DO0508
 DO0508.The horizontal coordinates were scaled from a topographic map and have
 DO0508.an estimated accuracy of +/- 6 seconds.
 DO0508
 DO0508.The orthometric height was determined by differential leveling
 DO0508.and adjusted by the National Geodetic Survey in June 1991..
 DO0508
 DO0508.The geoid height was determined by GEOID03.
 DO0508
 DO0508.The dynamic height is computed by dividing the NAVD 88
 DO0508.geopotential number by the normal gravity value computed on the
 DO0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0508.degrees latitude (g = 980.6199 gals.).
 DO0508
 DO0508.The modeled gravity was interpolated from observed gravity values.
 DO0508
 DO0508;                    North         East    Units  Estimated Accuracy
 DO0508;SPC TXNC     - 2,199,810.      478,340.      MT  (+/- 180 meters Scaled)
 DO0508
 DO0508                          SUPERSEDED SURVEY CONTROL
 DO0508
 DO0508  NGVD 29 (??/??/92)  446.414  (m)         1464.61   (f) ADJ UNCH    1 2
 DO0508
 DO0508.Superseded values are not recommended for survey control.
 DO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0508.See file dsdata.txt to determine how the superseded data were derived.
 DO0508
 DO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC248027(NAD 83)
 DO0508_MARKER: R = RIVET
 DO0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0508+STABILITY: SURFACE MOTION
 DO0508
 DO0508  HISTORY     - Date     Condition        Report By
 DO0508  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0508  HISTORY     - 1958     MARK NOT FOUND   NGS
 DO0508  HISTORY     - 1968     MARK NOT FOUND   USGS
 DO0508
 DO0508                          STATION DESCRIPTION
 DO0508
 DO0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0508'3.4 MI N FROM KNOX CITY.
 DO0508'3.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM KNOX
 DO0508'CITY, KNOX COUNTY, AT MILEPOST 560, AND 38 FEET WEST OF THE TRACK.  A
 DO0508'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0508'CONSIDERABLE PRODDING WAS DONE AND IF MARK IS IN PLACE IT IS UNDER
 DO0508'DRIFTED SAND.
 DO0508
 DO0508                          STATION RECOVERY (1968)
 DO0508
 DO0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DO0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0510 ***********************************************************************
 DO0510  DESIGNATION -  RV 82
 DO0510  PID         -  DO0510
 DO0510  STATE/COUNTY-  TX/KNOX
 DO0510  USGS QUAD   -  KNOX CITY (1968)
 DO0510
 DO0510                         *CURRENT SURVEY CONTROL
 DO0510  ___________________________________________________________________
 DO0510* NAD 83(1986)-  33 28 33.     (N)    099 48 27.     (W)     SCALED    
 DO0510* NAVD 88     -       440.634  (meters)    1445.65   (feet)  ADJUSTED  
 DO0510  ___________________________________________________________________
 DO0510  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DO0510  DYNAMIC HT  -         440.112 (meters)    1443.93  (feet)  COMP
 DO0510  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DO0510
 DO0510  VERT ORDER  -  FIRST     CLASS II
 DO0510
 DO0510.The horizontal coordinates were scaled from a topographic map and have
 DO0510.an estimated accuracy of +/- 6 seconds.
 DO0510
 DO0510.The orthometric height was determined by differential leveling
 DO0510.and adjusted by the National Geodetic Survey in June 1991..
 DO0510
 DO0510.The geoid height was determined by GEOID03.
 DO0510
 DO0510.The dynamic height is computed by dividing the NAVD 88
 DO0510.geopotential number by the normal gravity value computed on the
 DO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0510.degrees latitude (g = 980.6199 gals.).
 DO0510
 DO0510.The modeled gravity was interpolated from observed gravity values.
 DO0510
 DO0510;                    North         East    Units  Estimated Accuracy
 DO0510;SPC TXNC     - 2,201,380.      478,490.      MT  (+/- 180 meters Scaled)
 DO0510
 DO0510                          SUPERSEDED SURVEY CONTROL
 DO0510
 DO0510  NGVD 29 (??/??/92)  440.485  (m)         1445.16   (f) ADJ UNCH    1 2
 DO0510
 DO0510.Superseded values are not recommended for survey control.
 DO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0510.See file dsdata.txt to determine how the superseded data were derived.
 DO0510
 DO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC249043(NAD 83)
 DO0510_MARKER: R = RIVET
 DO0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0510+STABILITY: SURFACE MOTION
 DO0510
 DO0510  HISTORY     - Date     Condition        Report By
 DO0510  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0510  HISTORY     - 1958     GOOD             NGS
 DO0510
 DO0510                          STATION DESCRIPTION
 DO0510
 DO0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0510'4.4 MI N FROM KNOX CITY.
 DO0510'4.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM KNOX
 DO0510'CITY, KNOX COUNTY, AT MILEPOST 559, AND 43 FEET WEST OF THE TRACK.  A
 DO0510'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0510'IT IS 3 FEET EAST-NORTHEAST OF MILEPOST 559 AND IS JUST BELOW THE
 DO0510'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0511 ***********************************************************************
 DO0511  DESIGNATION -  RV 83
 DO0511  PID         -  DO0511
 DO0511  STATE/COUNTY-  TX/KNOX
 DO0511  USGS QUAD   -  KNOX CITY (1968)
 DO0511
 DO0511                         *CURRENT SURVEY CONTROL
 DO0511  ___________________________________________________________________
 DO0511* NAD 83(1986)-  33 29 25.     (N)    099 48 21.     (W)     SCALED    
 DO0511* NAVD 88     -       426.319  (meters)    1398.68   (feet)  ADJUSTED  
 DO0511  ___________________________________________________________________
 DO0511  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DO0511  DYNAMIC HT  -         425.814 (meters)    1397.02  (feet)  COMP
 DO0511  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 DO0511
 DO0511  VERT ORDER  -  FIRST     CLASS II
 DO0511
 DO0511.The horizontal coordinates were scaled from a topographic map and have
 DO0511.an estimated accuracy of +/- 6 seconds.
 DO0511
 DO0511.The orthometric height was determined by differential leveling
 DO0511.and adjusted by the National Geodetic Survey in June 1991..
 DO0511
 DO0511.The geoid height was determined by GEOID03.
 DO0511
 DO0511.The dynamic height is computed by dividing the NAVD 88
 DO0511.geopotential number by the normal gravity value computed on the
 DO0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0511.degrees latitude (g = 980.6199 gals.).
 DO0511
 DO0511.The modeled gravity was interpolated from observed gravity values.
 DO0511
 DO0511;                    North         East    Units  Estimated Accuracy
 DO0511;SPC TXNC     - 2,202,980.      478,660.      MT  (+/- 180 meters Scaled)
 DO0511
 DO0511                          SUPERSEDED SURVEY CONTROL
 DO0511
 DO0511  NGVD 29 (??/??/92)  426.174  (m)         1398.21   (f) ADJ UNCH    1 2
 DO0511
 DO0511.Superseded values are not recommended for survey control.
 DO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0511.See file dsdata.txt to determine how the superseded data were derived.
 DO0511
 DO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC251059(NAD 83)
 DO0511_MARKER: R = RIVET
 DO0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0511+STABILITY: SURFACE MOTION
 DO0511
 DO0511  HISTORY     - Date     Condition        Report By
 DO0511  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0511  HISTORY     - 1958     GOOD             NGS
 DO0511
 DO0511                          STATION DESCRIPTION
 DO0511
 DO0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0511'5.4 MI N FROM KNOX CITY.
 DO0511'5.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM KNOX
 DO0511'CITY, KNOX COUNTY, 12 FEET NORTH OF MILEPOST 558, AND 48 FEET WEST OF
 DO0511'THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE
 DO0511'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0534 ***********************************************************************
 DO0534  DESIGNATION -  RV 85
 DO0534  PID         -  DO0534
 DO0534  STATE/COUNTY-  TX/KNOX
 DO0534  USGS QUAD   -  BENJAMIN (1967)
 DO0534
 DO0534                         *CURRENT SURVEY CONTROL
 DO0534  ___________________________________________________________________
 DO0534* NAD 83(1986)-  33 30 52.     (N)    099 47 24.     (W)     SCALED    
 DO0534* NAVD 88     -       434.347  (meters)    1425.02   (feet)  ADJUSTED  
 DO0534  ___________________________________________________________________
 DO0534  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DO0534  DYNAMIC HT  -         433.834 (meters)    1423.34  (feet)  COMP
 DO0534  MODELED GRAV-     979,443.1   (mgal)                       NAVD 88
 DO0534
 DO0534  VERT ORDER  -  FIRST     CLASS II
 DO0534
 DO0534.The horizontal coordinates were scaled from a topographic map and have
 DO0534.an estimated accuracy of +/- 6 seconds.
 DO0534
 DO0534.The orthometric height was determined by differential leveling
 DO0534.and adjusted by the National Geodetic Survey in June 1991..
 DO0534
 DO0534.The geoid height was determined by GEOID03.
 DO0534
 DO0534.The dynamic height is computed by dividing the NAVD 88
 DO0534.geopotential number by the normal gravity value computed on the
 DO0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0534.degrees latitude (g = 980.6199 gals.).
 DO0534
 DO0534.The modeled gravity was interpolated from observed gravity values.
 DO0534
 DO0534;                    North         East    Units  Estimated Accuracy
 DO0534;SPC TXNC     - 2,205,640.      480,160.      MT  (+/- 180 meters Scaled)
 DO0534
 DO0534                          SUPERSEDED SURVEY CONTROL
 DO0534
 DO0534  NGVD 29 (??/??/92)  434.199  (m)         1424.53   (f) ADJ UNCH    1 2
 DO0534
 DO0534.Superseded values are not recommended for survey control.
 DO0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0534.See file dsdata.txt to determine how the superseded data were derived.
 DO0534
 DO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC266086(NAD 83)
 DO0534_MARKER: R = RIVET
 DO0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0534+STABILITY: SURFACE MOTION
 DO0534
 DO0534  HISTORY     - Date     Condition        Report By
 DO0534  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0534  HISTORY     - 1958     GOOD             NGS
 DO0534
 DO0534                          STATION DESCRIPTION
 DO0534
 DO0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0534'5.3 MI S FROM BENJAMIN.
 DO0534'5.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0534'BENJAMIN, KNOX COUNTY, AT MILEPOST 556, AND 47 FEET WEST OF THE TRACK.
 DO0534'A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0536 ***********************************************************************
 DO0536  DESIGNATION -  RV 86
 DO0536  PID         -  DO0536
 DO0536  STATE/COUNTY-  TX/KNOX
 DO0536  USGS QUAD   -  BENJAMIN (1967)
 DO0536
 DO0536                         *CURRENT SURVEY CONTROL
 DO0536  ___________________________________________________________________
 DO0536* NAD 83(1986)-  33 31 38.     (N)    099 46 54.     (W)     SCALED    
 DO0536* NAVD 88     -       428.598  (meters)    1406.16   (feet)  ADJUSTED  
 DO0536  ___________________________________________________________________
 DO0536  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DO0536  DYNAMIC HT  -         428.092 (meters)    1404.50  (feet)  COMP
 DO0536  MODELED GRAV-     979,445.2   (mgal)                       NAVD 88
 DO0536
 DO0536  VERT ORDER  -  FIRST     CLASS II
 DO0536
 DO0536.The horizontal coordinates were scaled from a topographic map and have
 DO0536.an estimated accuracy of +/- 6 seconds.
 DO0536
 DO0536.The orthometric height was determined by differential leveling
 DO0536.and adjusted by the National Geodetic Survey in June 1991..
 DO0536
 DO0536.The geoid height was determined by GEOID03.
 DO0536
 DO0536.The dynamic height is computed by dividing the NAVD 88
 DO0536.geopotential number by the normal gravity value computed on the
 DO0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0536.degrees latitude (g = 980.6199 gals.).
 DO0536
 DO0536.The modeled gravity was interpolated from observed gravity values.
 DO0536
 DO0536;                    North         East    Units  Estimated Accuracy
 DO0536;SPC TXNC     - 2,207,050.      480,960.      MT  (+/- 180 meters Scaled)
 DO0536
 DO0536                          SUPERSEDED SURVEY CONTROL
 DO0536
 DO0536  NGVD 29 (??/??/92)  428.450  (m)         1405.67   (f) ADJ UNCH    1 2
 DO0536
 DO0536.Superseded values are not recommended for survey control.
 DO0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0536.See file dsdata.txt to determine how the superseded data were derived.
 DO0536
 DO0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC274100(NAD 83)
 DO0536_MARKER: R = RIVET
 DO0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0536+STABILITY: SURFACE MOTION
 DO0536
 DO0536  HISTORY     - Date     Condition        Report By
 DO0536  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0536  HISTORY     - 1958     GOOD             NGS
 DO0536
 DO0536                          STATION DESCRIPTION
 DO0536
 DO0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0536'4.3 MI S FROM BENJAMIN.
 DO0536'4.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0536'BENJAMIN, KNOX COUNTY, 5 FEET SOUTH OF MILEPOST 555, AND 48 FEET WEST
 DO0536'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 DO0536'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0537 ***********************************************************************
 DO0537  DESIGNATION -  RV 87
 DO0537  PID         -  DO0537
 DO0537  STATE/COUNTY-  TX/KNOX
 DO0537  USGS QUAD   -  BENJAMIN (1967)
 DO0537
 DO0537                         *CURRENT SURVEY CONTROL
 DO0537  ___________________________________________________________________
 DO0537* NAD 83(1986)-  33 32 28.     (N)    099 46 49.     (W)     SCALED    
 DO0537* NAVD 88     -       433.235  (meters)    1421.37   (feet)  ADJUSTED  
 DO0537  ___________________________________________________________________
 DO0537  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DO0537  DYNAMIC HT  -         432.725 (meters)    1419.70  (feet)  COMP
 DO0537  MODELED GRAV-     979,446.9   (mgal)                       NAVD 88
 DO0537
 DO0537  VERT ORDER  -  FIRST     CLASS II
 DO0537
 DO0537.The horizontal coordinates were scaled from a topographic map and have
 DO0537.an estimated accuracy of +/- 6 seconds.
 DO0537
 DO0537.The orthometric height was determined by differential leveling
 DO0537.and adjusted by the National Geodetic Survey in June 1991..
 DO0537
 DO0537.The geoid height was determined by GEOID03.
 DO0537
 DO0537.The dynamic height is computed by dividing the NAVD 88
 DO0537.geopotential number by the normal gravity value computed on the
 DO0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0537.degrees latitude (g = 980.6199 gals.).
 DO0537
 DO0537.The modeled gravity was interpolated from observed gravity values.
 DO0537
 DO0537;                    North         East    Units  Estimated Accuracy
 DO0537;SPC TXNC     - 2,208,590.      481,100.      MT  (+/- 180 meters Scaled)
 DO0537
 DO0537                          SUPERSEDED SURVEY CONTROL
 DO0537
 DO0537  NGVD 29 (??/??/92)  433.088  (m)         1420.89   (f) ADJ UNCH    1 2
 DO0537
 DO0537.Superseded values are not recommended for survey control.
 DO0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0537.See file dsdata.txt to determine how the superseded data were derived.
 DO0537
 DO0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC275115(NAD 83)
 DO0537_MARKER: R = RIVET
 DO0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0537+STABILITY: SURFACE MOTION
 DO0537
 DO0537  HISTORY     - Date     Condition        Report By
 DO0537  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0537  HISTORY     - 1958     GOOD             NGS
 DO0537
 DO0537                          STATION DESCRIPTION
 DO0537
 DO0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0537'3.3 MI S FROM BENJAMIN.
 DO0537'3.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0537'BENJAMIN, KNOX COUNTY, AT MILEPOST 554, AND 42 FEET WEST OF THE TRACK.
 DO0537'A STANDARD MONEL METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0538 ***********************************************************************
 DO0538  DESIGNATION -  RV 88
 DO0538  PID         -  DO0538
 DO0538  STATE/COUNTY-  TX/KNOX
 DO0538  USGS QUAD   -  BENJAMIN (1967)
 DO0538
 DO0538                         *CURRENT SURVEY CONTROL
 DO0538  ___________________________________________________________________
 DO0538* NAD 83(1986)-  33 33 21.     (N)    099 47 04.     (W)     SCALED    
 DO0538* NAVD 88     -       436.256  (meters)    1431.28   (feet)  ADJUSTED  
 DO0538  ___________________________________________________________________
 DO0538  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DO0538  DYNAMIC HT  -         435.743 (meters)    1429.60  (feet)  COMP
 DO0538  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 DO0538
 DO0538  VERT ORDER  -  FIRST     CLASS II
 DO0538
 DO0538.The horizontal coordinates were scaled from a topographic map and have
 DO0538.an estimated accuracy of +/- 6 seconds.
 DO0538
 DO0538.The orthometric height was determined by differential leveling
 DO0538.and adjusted by the National Geodetic Survey in June 1991..
 DO0538
 DO0538.The geoid height was determined by GEOID03.
 DO0538
 DO0538.The dynamic height is computed by dividing the NAVD 88
 DO0538.geopotential number by the normal gravity value computed on the
 DO0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0538.degrees latitude (g = 980.6199 gals.).
 DO0538
 DO0538.The modeled gravity was interpolated from observed gravity values.
 DO0538
 DO0538;                    North         East    Units  Estimated Accuracy
 DO0538;SPC TXNC     - 2,210,220.      480,740.      MT  (+/- 180 meters Scaled)
 DO0538
 DO0538                          SUPERSEDED SURVEY CONTROL
 DO0538
 DO0538  NGVD 29 (??/??/92)  436.109  (m)         1430.80   (f) ADJ UNCH    1 2
 DO0538
 DO0538.Superseded values are not recommended for survey control.
 DO0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0538.See file dsdata.txt to determine how the superseded data were derived.
 DO0538
 DO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC271131(NAD 83)
 DO0538_MARKER: R = RIVET
 DO0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0538+STABILITY: SURFACE MOTION
 DO0538
 DO0538  HISTORY     - Date     Condition        Report By
 DO0538  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0538  HISTORY     - 1958     GOOD             NGS
 DO0538
 DO0538                          STATION DESCRIPTION
 DO0538
 DO0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0538'2.3 MI S FROM BENJAMIN.
 DO0538'2.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0538'BENJAMIN, KNOX COUNTY, AT MILEPOST 553, AND 43 FEET WEST OF THE TRACK.
 DO0538'A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0539 ***********************************************************************
 DO0539  DESIGNATION -  RV 89
 DO0539  PID         -  DO0539
 DO0539  STATE/COUNTY-  TX/KNOX
 DO0539  USGS QUAD   -  BENJAMIN (1967)
 DO0539
 DO0539                         *CURRENT SURVEY CONTROL
 DO0539  ___________________________________________________________________
 DO0539* NAD 83(1986)-  33 34 05.     (N)    099 47 16.     (W)     SCALED    
 DO0539* NAVD 88     -       443.486  (meters)    1455.00   (feet)  ADJUSTED  
 DO0539  ___________________________________________________________________
 DO0539  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DO0539  DYNAMIC HT  -         442.965 (meters)    1453.29  (feet)  COMP
 DO0539  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 DO0539
 DO0539  VERT ORDER  -  FIRST     CLASS II
 DO0539
 DO0539.The horizontal coordinates were scaled from a topographic map and have
 DO0539.an estimated accuracy of +/- 6 seconds.
 DO0539
 DO0539.The orthometric height was determined by differential leveling
 DO0539.and adjusted by the National Geodetic Survey in June 1991..
 DO0539.WARNING-Repeat measurements at this control monument indicate possible
 DO0539.vertical movement.
 DO0539
 DO0539.The geoid height was determined by GEOID03.
 DO0539
 DO0539.The dynamic height is computed by dividing the NAVD 88
 DO0539.geopotential number by the normal gravity value computed on the
 DO0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0539.degrees latitude (g = 980.6199 gals.).
 DO0539
 DO0539.The modeled gravity was interpolated from observed gravity values.
 DO0539
 DO0539;                    North         East    Units  Estimated Accuracy
 DO0539;SPC TXNC     - 2,211,580.      480,440.      MT  (+/- 180 meters Scaled)
 DO0539
 DO0539                          SUPERSEDED SURVEY CONTROL
 DO0539
 DO0539  NGVD 29 (??/??/92)  443.337  (m)         1454.51   (f) ADJ UNCH    1 2
 DO0539
 DO0539.Superseded values are not recommended for survey control.
 DO0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0539.See file dsdata.txt to determine how the superseded data were derived.
 DO0539
 DO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC268145(NAD 83)
 DO0539_MARKER: R = RIVET
 DO0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0539+STABILITY: SURFACE MOTION
 DO0539
 DO0539  HISTORY     - Date     Condition        Report By
 DO0539  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0539  HISTORY     - 1958     GOOD             NGS
 DO0539
 DO0539                          STATION DESCRIPTION
 DO0539
 DO0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0539'1.3 MI S FROM BENJAMIN.
 DO0539'1.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0539'BENJAMIN, KNOX COUNTY, 352 FEET SOUTH OF MILEPOST 552, AND 30 FEET
 DO0539'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 DO0539'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0010 ***********************************************************************
 CU0010  DESIGNATION -  RV 9
 CU0010  PID         -  CU0010
 CU0010  STATE/COUNTY-  TX/FISHER
 CU0010  USGS QUAD   -  BUSBY (1969)
 CU0010
 CU0010                         *CURRENT SURVEY CONTROL
 CU0010  ___________________________________________________________________
 CU0010* NAD 83(1986)-  32 34 46.     (N)    100 22 44.     (W)     SCALED    
 CU0010* NAVD 88     -       643.011  (meters)    2109.61   (feet)  ADJUSTED  
 CU0010  ___________________________________________________________________
 CU0010  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CU0010  DYNAMIC HT  -         642.158 (meters)    2106.81  (feet)  COMP
 CU0010  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 CU0010
 CU0010  VERT ORDER  -  FIRST     CLASS II
 CU0010
 CU0010.The horizontal coordinates were scaled from a topographic map and have
 CU0010.an estimated accuracy of +/- 6 seconds.
 CU0010
 CU0010.The orthometric height was determined by differential leveling
 CU0010.and adjusted by the National Geodetic Survey in June 1991..
 CU0010
 CU0010.The geoid height was determined by GEOID03.
 CU0010
 CU0010.The dynamic height is computed by dividing the NAVD 88
 CU0010.geopotential number by the normal gravity value computed on the
 CU0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0010.degrees latitude (g = 980.6199 gals.).
 CU0010
 CU0010.The modeled gravity was interpolated from observed gravity values.
 CU0010
 CU0010;                    North         East    Units  Estimated Accuracy
 CU0010;SPC TXNC     - 2,102,800.      423,610.      MT  (+/- 180 meters Scaled)
 CU0010
 CU0010                          SUPERSEDED SURVEY CONTROL
 CU0010
 CU0010  NGVD 29 (??/??/92)  642.782  (m)         2108.86   (f) ADJ UNCH    1 2
 CU0010
 CU0010.Superseded values are not recommended for survey control.
 CU0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0010.See file dsdata.txt to determine how the superseded data were derived.
 CU0010
 CU0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB705055(NAD 83)
 CU0010_MARKER: R = RIVET
 CU0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0010+STABILITY: SURFACE MOTION
 CU0010
 CU0010  HISTORY     - Date     Condition        Report By
 CU0010  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0010  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0010
 CU0010                          STATION DESCRIPTION
 CU0010
 CU0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0010'5.6 MI SW FROM LONGWORTH.
 CU0010'5.6 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0010'LONGWORTH, FISHER COUNTY, AND 175 FEET NORTH OF A POINT 38 FEET WEST
 CU0010'OF MILEPOST 632.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 CU0010'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0541 ***********************************************************************
 DO0541  DESIGNATION -  RV 90
 DO0541  PID         -  DO0541
 DO0541  STATE/COUNTY-  TX/KNOX
 DO0541  USGS QUAD   -  BENJAMIN (1967)
 DO0541
 DO0541                         *CURRENT SURVEY CONTROL
 DO0541  ___________________________________________________________________
 DO0541* NAD 83(1986)-  33 34 55.     (N)    099 47 51.     (W)     SCALED    
 DO0541* NAVD 88     -       446.824  (meters)    1465.96   (feet)  ADJUSTED  
 DO0541  ___________________________________________________________________
 DO0541  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0541  DYNAMIC HT  -         446.300 (meters)    1464.24  (feet)  COMP
 DO0541  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 DO0541
 DO0541  VERT ORDER  -  FIRST     CLASS II
 DO0541
 DO0541.The horizontal coordinates were scaled from a topographic map and have
 DO0541.an estimated accuracy of +/- 6 seconds.
 DO0541
 DO0541.The orthometric height was determined by differential leveling
 DO0541.and adjusted by the National Geodetic Survey in June 1991..
 DO0541.WARNING-Repeat measurements at this control monument indicate possible
 DO0541.vertical movement.
 DO0541
 DO0541.The geoid height was determined by GEOID03.
 DO0541
 DO0541.The dynamic height is computed by dividing the NAVD 88
 DO0541.geopotential number by the normal gravity value computed on the
 DO0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0541.degrees latitude (g = 980.6199 gals.).
 DO0541
 DO0541.The modeled gravity was interpolated from observed gravity values.
 DO0541
 DO0541;                    North         East    Units  Estimated Accuracy
 DO0541;SPC TXNC     - 2,213,130.      479,560.      MT  (+/- 180 meters Scaled)
 DO0541
 DO0541                          SUPERSEDED SURVEY CONTROL
 DO0541
 DO0541  NGVD 29 (??/??/92)  446.674  (m)         1465.46   (f) ADJ UNCH    1 2
 DO0541
 DO0541.Superseded values are not recommended for survey control.
 DO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0541.See file dsdata.txt to determine how the superseded data were derived.
 DO0541
 DO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC259160(NAD 83)
 DO0541_MARKER: R = RIVET
 DO0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0541+STABILITY: SURFACE MOTION
 DO0541
 DO0541  HISTORY     - Date     Condition        Report By
 DO0541  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0541  HISTORY     - 1958     GOOD             NGS
 DO0541
 DO0541                          STATION DESCRIPTION
 DO0541
 DO0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0541'0.3 MI S FROM BENJAMIN.
 DO0541'0.3 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM BENJAMIN,
 DO0541'KNOX COUNTY, 4 FEET NORTH OF MILEPOST 551, AND 37 FEET WEST OF THE
 DO0541'TRACK.  A STANDARD MONEL-METAL RIVET.  SET IN THE TOP OF A CONCRETE
 DO0541'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0543 ***********************************************************************
 DO0543  DESIGNATION -  RV 91
 DO0543  PID         -  DO0543
 DO0543  STATE/COUNTY-  TX/KNOX
 DO0543  USGS QUAD   -  BENJAMIN (1967)
 DO0543
 DO0543                         *CURRENT SURVEY CONTROL
 DO0543  ___________________________________________________________________
 DO0543* NAD 83(1986)-  33 35 40.     (N)    099 48 22.     (W)     SCALED    
 DO0543* NAVD 88     -       453.418  (meters)    1487.59   (feet)  ADJUSTED  
 DO0543  ___________________________________________________________________
 DO0543  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0543  DYNAMIC HT  -         452.886 (meters)    1485.84  (feet)  COMP
 DO0543  MODELED GRAV-     979,450.6   (mgal)                       NAVD 88
 DO0543
 DO0543  VERT ORDER  -  FIRST     CLASS II
 DO0543
 DO0543.The horizontal coordinates were scaled from a topographic map and have
 DO0543.an estimated accuracy of +/- 6 seconds.
 DO0543
 DO0543.The orthometric height was determined by differential leveling
 DO0543.and adjusted by the National Geodetic Survey in June 1991..
 DO0543.WARNING-Repeat measurements at this control monument indicate possible
 DO0543.vertical movement.
 DO0543
 DO0543.The geoid height was determined by GEOID03.
 DO0543
 DO0543.The dynamic height is computed by dividing the NAVD 88
 DO0543.geopotential number by the normal gravity value computed on the
 DO0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0543.degrees latitude (g = 980.6199 gals.).
 DO0543
 DO0543.The modeled gravity was interpolated from observed gravity values.
 DO0543
 DO0543;                    North         East    Units  Estimated Accuracy
 DO0543;SPC TXNC     - 2,214,530.      478,780.      MT  (+/- 180 meters Scaled)
 DO0543
 DO0543                          SUPERSEDED SURVEY CONTROL
 DO0543
 DO0543  NGVD 29 (??/??/92)  453.268  (m)         1487.10   (f) ADJ UNCH    1 2
 DO0543
 DO0543.Superseded values are not recommended for survey control.
 DO0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0543.See file dsdata.txt to determine how the superseded data were derived.
 DO0543
 DO0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC252174(NAD 83)
 DO0543_MARKER: R = RIVET
 DO0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0543+STABILITY: SURFACE MOTION
 DO0543
 DO0543  HISTORY     - Date     Condition        Report By
 DO0543  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0543  HISTORY     - 1958     GOOD             NGS
 DO0543
 DO0543                          STATION DESCRIPTION
 DO0543
 DO0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0543'0.7 MI N FROM BENJAMIN.
 DO0543'0.7 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM BENJAMIN,
 DO0543'KNOX COUNTY, AT MILEPOST 550, AND 41 FEET WEST OF THE TRACK. A
 DO0543'STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0546 ***********************************************************************
 DO0546  DESIGNATION -  RV 93
 DO0546  PID         -  DO0546
 DO0546  STATE/COUNTY-  TX/KNOX
 DO0546  USGS QUAD   -  BENJAMIN (1967)
 DO0546
 DO0546                         *CURRENT SURVEY CONTROL
 DO0546  ___________________________________________________________________
 DO0546* NAD 83(1986)-  33 37 18.     (N)    099 49 03.     (W)     SCALED    
 DO0546* NAVD 88     -       431.939  (meters)    1417.12   (feet)  ADJUSTED  
 DO0546  ___________________________________________________________________
 DO0546  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DO0546  DYNAMIC HT  -         431.432 (meters)    1415.46  (feet)  COMP
 DO0546  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 DO0546
 DO0546  VERT ORDER  -  FIRST     CLASS II
 DO0546
 DO0546.The horizontal coordinates were scaled from a topographic map and have
 DO0546.an estimated accuracy of +/- 6 seconds.
 DO0546
 DO0546.The orthometric height was determined by differential leveling
 DO0546.and adjusted by the National Geodetic Survey in June 1991..
 DO0546
 DO0546.The geoid height was determined by GEOID03.
 DO0546
 DO0546.The dynamic height is computed by dividing the NAVD 88
 DO0546.geopotential number by the normal gravity value computed on the
 DO0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0546.degrees latitude (g = 980.6199 gals.).
 DO0546
 DO0546.The modeled gravity was interpolated from observed gravity values.
 DO0546
 DO0546;                    North         East    Units  Estimated Accuracy
 DO0546;SPC TXNC     - 2,217,560.      477,760.      MT  (+/- 180 meters Scaled)
 DO0546
 DO0546                          SUPERSEDED SURVEY CONTROL
 DO0546
 DO0546  NGVD 29 (??/??/92)  431.791  (m)         1416.63   (f) ADJ UNCH    1 2
 DO0546
 DO0546.Superseded values are not recommended for survey control.
 DO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0546.See file dsdata.txt to determine how the superseded data were derived.
 DO0546
 DO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC241205(NAD 83)
 DO0546_MARKER: R = RIVET
 DO0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0546+STABILITY: SURFACE MOTION
 DO0546
 DO0546  HISTORY     - Date     Condition        Report By
 DO0546  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0546  HISTORY     - 1958     GOOD             NGS
 DO0546
 DO0546                          STATION DESCRIPTION
 DO0546
 DO0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0546'2.8 MI N FROM BENJAMIN.
 DO0546'2.8 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0546'BENJAMIN, KNOX COUNTY, 708 FEET NORTH OF MILEPOST 548, AND 43 FEET
 DO0546'WEST OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 DO0546'CONCRETE POST.  NOTE-- 6 FEET NORTH OF THE 4TH POLE NORTH OF MILEPOST
 DO0546'548.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0547 ***********************************************************************
 DO0547  DESIGNATION -  RV 94
 DO0547  PID         -  DO0547
 DO0547  STATE/COUNTY-  TX/KNOX
 DO0547  USGS QUAD   -  TRUSCOTT SOUTH (1966)
 DO0547
 DO0547                         *CURRENT SURVEY CONTROL
 DO0547  ___________________________________________________________________
 DO0547* NAD 83(1986)-  33 38 04.     (N)    099 48 54.     (W)     SCALED    
 DO0547* NAVD 88     -       425.214  (meters)    1395.06   (feet)  ADJUSTED  
 DO0547  ___________________________________________________________________
 DO0547  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0547  DYNAMIC HT  -         424.715 (meters)    1393.42  (feet)  COMP
 DO0547  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 DO0547
 DO0547  VERT ORDER  -  FIRST     CLASS II
 DO0547
 DO0547.The horizontal coordinates were scaled from a topographic map and have
 DO0547.an estimated accuracy of +/- 6 seconds.
 DO0547
 DO0547.The orthometric height was determined by differential leveling
 DO0547.and adjusted by the National Geodetic Survey in June 1991..
 DO0547
 DO0547.The geoid height was determined by GEOID03.
 DO0547
 DO0547.The dynamic height is computed by dividing the NAVD 88
 DO0547.geopotential number by the normal gravity value computed on the
 DO0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0547.degrees latitude (g = 980.6199 gals.).
 DO0547
 DO0547.The modeled gravity was interpolated from observed gravity values.
 DO0547
 DO0547;                    North         East    Units  Estimated Accuracy
 DO0547;SPC TXNC     - 2,218,980.      478,010.      MT  (+/- 180 meters Scaled)
 DO0547
 DO0547                          SUPERSEDED SURVEY CONTROL
 DO0547
 DO0547  NGVD 29 (??/??/92)  425.068  (m)         1394.58   (f) ADJ UNCH    1 2
 DO0547
 DO0547.Superseded values are not recommended for survey control.
 DO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0547.See file dsdata.txt to determine how the superseded data were derived.
 DO0547
 DO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC244219(NAD 83)
 DO0547_MARKER: R = RIVET
 DO0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0547+STABILITY: SURFACE MOTION
 DO0547
 DO0547  HISTORY     - Date     Condition        Report By
 DO0547  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0547  HISTORY     - 1958     GOOD             NGS
 DO0547
 DO0547                          STATION DESCRIPTION
 DO0547
 DO0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0547'3.7 MI N FROM BENJAMIN.
 DO0547'3.7 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0547'BENJAMIN, KNOX COUNTY, 5 FEET NORTH OF MILEPOST 547, AND 35 FEET WEST
 DO0547'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 DO0547'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0548 ***********************************************************************
 DO0548  DESIGNATION -  RV 95
 DO0548  PID         -  DO0548
 DO0548  STATE/COUNTY-  TX/KNOX
 DO0548  USGS QUAD   -  TRUSCOTT SOUTH (1966)
 DO0548
 DO0548                         *CURRENT SURVEY CONTROL
 DO0548  ___________________________________________________________________
 DO0548* NAD 83(1986)-  33 38 57.     (N)    099 48 55.     (W)     SCALED    
 DO0548* NAVD 88     -       414.020  (meters)    1358.33   (feet)  ADJUSTED  
 DO0548  ___________________________________________________________________
 DO0548  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0548  DYNAMIC HT  -         413.535 (meters)    1356.74  (feet)  COMP
 DO0548  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 DO0548
 DO0548  VERT ORDER  -  FIRST     CLASS II
 DO0548
 DO0548.The horizontal coordinates were scaled from a topographic map and have
 DO0548.an estimated accuracy of +/- 6 seconds.
 DO0548
 DO0548.The orthometric height was determined by differential leveling
 DO0548.and adjusted by the National Geodetic Survey in June 1991..
 DO0548
 DO0548.The geoid height was determined by GEOID03.
 DO0548
 DO0548.The dynamic height is computed by dividing the NAVD 88
 DO0548.geopotential number by the normal gravity value computed on the
 DO0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0548.degrees latitude (g = 980.6199 gals.).
 DO0548
 DO0548.The modeled gravity was interpolated from observed gravity values.
 DO0548
 DO0548;                    North         East    Units  Estimated Accuracy
 DO0548;SPC TXNC     - 2,220,610.      478,000.      MT  (+/- 180 meters Scaled)
 DO0548
 DO0548                          SUPERSEDED SURVEY CONTROL
 DO0548
 DO0548  NGVD 29 (??/??/92)  413.872  (m)         1357.85   (f) ADJ UNCH    1 2
 DO0548
 DO0548.Superseded values are not recommended for survey control.
 DO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0548.See file dsdata.txt to determine how the superseded data were derived.
 DO0548
 DO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC244235(NAD 83)
 DO0548_MARKER: R = RIVET
 DO0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0548+STABILITY: SURFACE MOTION
 DO0548
 DO0548  HISTORY     - Date     Condition        Report By
 DO0548  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0548  HISTORY     - 1958     GOOD             NGS
 DO0548
 DO0548                          STATION DESCRIPTION
 DO0548
 DO0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0548'4.7 MI N FROM BENJAMIN.
 DO0548'4.7 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0548'BENJAMIN, KNOX COUNTY, 100 FEET NORTH OF MILEPOST 546, AND 48 FEET
 DO0548'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD MONEL-METAL RIVET,
 DO0548'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0551 ***********************************************************************
 DO0551  DESIGNATION -  RV 97
 DO0551  PID         -  DO0551
 DO0551  STATE/COUNTY-  TX/KNOX
 DO0551  USGS QUAD   -  TRUSCOTT SOUTH (1966)
 DO0551
 DO0551                         *CURRENT SURVEY CONTROL
 DO0551  ___________________________________________________________________
 DO0551* NAD 83(1986)-  33 40 38.     (N)    099 48 27.     (W)     SCALED    
 DO0551* NAVD 88     -       426.603  (meters)    1399.61   (feet)  ADJUSTED  
 DO0551  ___________________________________________________________________
 DO0551  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0551  DYNAMIC HT  -         426.104 (meters)    1397.98  (feet)  COMP
 DO0551  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 DO0551
 DO0551  VERT ORDER  -  FIRST     CLASS II
 DO0551
 DO0551.The horizontal coordinates were scaled from a topographic map and have
 DO0551.an estimated accuracy of +/- 6 seconds.
 DO0551
 DO0551.The orthometric height was determined by differential leveling
 DO0551.and adjusted by the National Geodetic Survey in June 1991..
 DO0551
 DO0551.The geoid height was determined by GEOID03.
 DO0551
 DO0551.The dynamic height is computed by dividing the NAVD 88
 DO0551.geopotential number by the normal gravity value computed on the
 DO0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0551.degrees latitude (g = 980.6199 gals.).
 DO0551
 DO0551.The modeled gravity was interpolated from observed gravity values.
 DO0551
 DO0551;                    North         East    Units  Estimated Accuracy
 DO0551;SPC TXNC     - 2,223,710.      478,760.      MT  (+/- 180 meters Scaled)
 DO0551
 DO0551                          SUPERSEDED SURVEY CONTROL
 DO0551
 DO0551  NGVD 29 (??/??/92)  426.454  (m)         1399.12   (f) ADJ UNCH    1 2
 DO0551
 DO0551.Superseded values are not recommended for survey control.
 DO0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0551.See file dsdata.txt to determine how the superseded data were derived.
 DO0551
 DO0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC251266(NAD 83)
 DO0551_MARKER: R = RIVET
 DO0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0551+STABILITY: SURFACE MOTION
 DO0551
 DO0551  HISTORY     - Date     Condition        Report By
 DO0551  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0551  HISTORY     - 1958     GOOD             NGS
 DO0551
 DO0551                          STATION DESCRIPTION
 DO0551
 DO0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0551'5.7 MI S FROM TRUSCOTT.
 DO0551'5.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0551'TRUSCOTT, KNOX COUNTY, AT MILEPOST 544, AND 46 FEET WEST OF THE TRACK.
 DO0551'A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0552 ***********************************************************************
 DO0552  DESIGNATION -  RV 98
 DO0552  PID         -  DO0552
 DO0552  STATE/COUNTY-  TX/KNOX
 DO0552  USGS QUAD   -  TRUSCOTT SOUTH (1966)
 DO0552
 DO0552                         *CURRENT SURVEY CONTROL
 DO0552  ___________________________________________________________________
 DO0552* NAD 83(1986)-  33 41 29.     (N)    099 48 27.     (W)     SCALED    
 DO0552* NAVD 88     -       441.079  (meters)    1447.11   (feet)  ADJUSTED  
 DO0552  ___________________________________________________________________
 DO0552  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0552  DYNAMIC HT  -         440.564 (meters)    1445.42  (feet)  COMP
 DO0552  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 DO0552
 DO0552  VERT ORDER  -  FIRST     CLASS II
 DO0552
 DO0552.The horizontal coordinates were scaled from a topographic map and have
 DO0552.an estimated accuracy of +/- 6 seconds.
 DO0552
 DO0552.The orthometric height was determined by differential leveling
 DO0552.and adjusted by the National Geodetic Survey in June 1991..
 DO0552
 DO0552.The geoid height was determined by GEOID03.
 DO0552
 DO0552.The dynamic height is computed by dividing the NAVD 88
 DO0552.geopotential number by the normal gravity value computed on the
 DO0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0552.degrees latitude (g = 980.6199 gals.).
 DO0552
 DO0552.The modeled gravity was interpolated from observed gravity values.
 DO0552
 DO0552;                    North         East    Units  Estimated Accuracy
 DO0552;SPC TXNC     - 2,225,280.      478,780.      MT  (+/- 180 meters Scaled)
 DO0552
 DO0552                          SUPERSEDED SURVEY CONTROL
 DO0552
 DO0552  NGVD 29 (??/??/92)  440.926  (m)         1446.60   (f) ADJ UNCH    1 2
 DO0552
 DO0552.Superseded values are not recommended for survey control.
 DO0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0552.See file dsdata.txt to determine how the superseded data were derived.
 DO0552
 DO0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC251282(NAD 83)
 DO0552_MARKER: R = RIVET
 DO0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0552+STABILITY: SURFACE MOTION
 DO0552
 DO0552  HISTORY     - Date     Condition        Report By
 DO0552  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0552  HISTORY     - 1958     GOOD             NGS
 DO0552
 DO0552                          STATION DESCRIPTION
 DO0552
 DO0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0552'4.7 MI S FROM TRUSCOTT.
 DO0552'4.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0552'TRUSCOTT, KNOX COUNTY, AT MILEPOST 543, AND 47 FEET WEST OF THE TRACK.
 DO0552'A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0554 ***********************************************************************
 DO0554  DESIGNATION -  RV 99
 DO0554  PID         -  DO0554
 DO0554  STATE/COUNTY-  TX/KNOX
 DO0554  USGS QUAD   -  TRUSCOTT SOUTH (1966)
 DO0554
 DO0554                         *CURRENT SURVEY CONTROL
 DO0554  ___________________________________________________________________
 DO0554* NAD 83(1986)-  33 42 16.     (N)    099 48 44.     (W)     SCALED    
 DO0554* NAVD 88     -       456.827  (meters)    1498.77   (feet)  ADJUSTED  
 DO0554  ___________________________________________________________________
 DO0554  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0554  DYNAMIC HT  -         456.294 (meters)    1497.02  (feet)  COMP
 DO0554  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 DO0554
 DO0554  VERT ORDER  -  FIRST     CLASS II
 DO0554
 DO0554.The horizontal coordinates were scaled from a topographic map and have
 DO0554.an estimated accuracy of +/- 6 seconds.
 DO0554
 DO0554.The orthometric height was determined by differential leveling
 DO0554.and adjusted by the National Geodetic Survey in June 1991..
 DO0554
 DO0554.The geoid height was determined by GEOID03.
 DO0554
 DO0554.The dynamic height is computed by dividing the NAVD 88
 DO0554.geopotential number by the normal gravity value computed on the
 DO0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0554.degrees latitude (g = 980.6199 gals.).
 DO0554
 DO0554.The modeled gravity was interpolated from observed gravity values.
 DO0554
 DO0554;                    North         East    Units  Estimated Accuracy
 DO0554;SPC TXNC     - 2,226,740.      478,360.      MT  (+/- 180 meters Scaled)
 DO0554
 DO0554                          SUPERSEDED SURVEY CONTROL
 DO0554
 DO0554  NGVD 29 (??/??/92)  456.671  (m)         1498.26   (f) ADJ UNCH    1 2
 DO0554
 DO0554.Superseded values are not recommended for survey control.
 DO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0554.See file dsdata.txt to determine how the superseded data were derived.
 DO0554
 DO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC247296(NAD 83)
 DO0554_MARKER: R = RIVET
 DO0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0554+STABILITY: SURFACE MOTION
 DO0554
 DO0554  HISTORY     - Date     Condition        Report By
 DO0554  HISTORY     - UNK      MONUMENTED       ATSFRR
 DO0554  HISTORY     - 1958     GOOD             NGS
 DO0554
 DO0554                          STATION DESCRIPTION
 DO0554
 DO0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0554'3.7 MI S FROM TRUSCOTT.
 DO0554'3.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0554'TRUSCOTT, KNOX COUNTY, 50 FEET SOUTH OF MILEPOST 542, AND 49 FEET WEST
 DO0554'OF THE TRACK.  A STANDARD MONEL-METAL RIVET, SET IN THE TOP OF A
 DO0554'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1322 ***********************************************************************
 BY1322  DESIGNATION -  RV E 592
 BY1322  PID         -  BY1322
 BY1322  STATE/COUNTY-  TX/CHEROKEE
 BY1322  USGS QUAD   -  RUSK (1973)
 BY1322
 BY1322                         *CURRENT SURVEY CONTROL
 BY1322  ___________________________________________________________________
 BY1322* NAD 83(1986)-  31 47 30.     (N)    095 08 08.     (W)     SCALED    
 BY1322* NAVD 88     -       143.81   (+/-2cm)     471.8    (feet)  VERTCON   
 BY1322  ___________________________________________________________________
 BY1322  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY1322
 BY1322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1322
 BY1322.The horizontal coordinates were scaled from a topographic map and have
 BY1322.an estimated accuracy of +/- 6 seconds.
 BY1322
 BY1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1322.The vertical order pertains to the NGVD 29 superseded value.
 BY1322
 BY1322.The geoid height was determined by GEOID03.
 BY1322
 BY1322;                    North         East    Units  Estimated Accuracy
 BY1322;SPC TX C     - 3,247,070.    1,192,070.      MT  (+/- 180 meters Scaled)
 BY1322
 BY1322                          SUPERSEDED SURVEY CONTROL
 BY1322
 BY1322  NGVD 29 (??/??/92)  143.827  (m)          471.87   (f) ADJ UNCH    2 0
 BY1322
 BY1322.Superseded values are not recommended for survey control.
 BY1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1322.See file dsdata.txt to determine how the superseded data were derived.
 BY1322
 BY1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR978193(NAD 83)
 BY1322_MARKER: R = RIVET
 BY1322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1322_SP_SET: CULVERT
 BY1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1322
 BY1322  HISTORY     - Date     Condition        Report By
 BY1322  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY1322  HISTORY     - 1938     GOOD             NGS
 BY1322  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1322  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1322
 BY1322                          STATION DESCRIPTION
 BY1322
 BY1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1322'0.8 MI E FROM RUSK.
 BY1322'ON THE ST. L. AND S.W. R.R. 0.8 MILES EAST OF RUSK FROM COURT HOUSE BY
 BY1322'RAIL AND HWY.  AT ONE POLE WEST OF POLE NO. 592/25 21.0 FT. SOUTH OF
 BY1322'THE CENTER OF TRACK.  ON TOP OF THE WEST END OF THE SOUTH CONCRETE
 BY1322'HEADWALL OF A CONCRETE BOX R.R. CULVERT.  5.5 FT. BELOW THE TOP OF
 BY1322'RAIL.
 BY1322
 BY1322                          STATION RECOVERY (1973)
 BY1322
 BY1322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1322'MARK NOT FOUND.
 BY1322
 BY1322                          STATION RECOVERY (1996)
 BY1322
 BY1322'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1324 ***********************************************************************
 BY1324  DESIGNATION -  RV E 595
 BY1324  PID         -  BY1324
 BY1324  STATE/COUNTY-  TX/CHEROKEE
 BY1324  USGS QUAD   -  ATOY (1973)
 BY1324
 BY1324                         *CURRENT SURVEY CONTROL
 BY1324  ___________________________________________________________________
 BY1324* NAD 83(1986)-  31 46 10.     (N)    095 07 16.     (W)     SCALED    
 BY1324* NAVD 88     -       172.75   (+/-2cm)     566.8    (feet)  VERTCON   
 BY1324  ___________________________________________________________________
 BY1324  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY1324
 BY1324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1324
 BY1324.The horizontal coordinates were scaled from a topographic map and have
 BY1324.an estimated accuracy of +/- 6 seconds.
 BY1324
 BY1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1324.The vertical order pertains to the NGVD 29 superseded value.
 BY1324
 BY1324.The geoid height was determined by GEOID03.
 BY1324
 BY1324;                    North         East    Units  Estimated Accuracy
 BY1324;SPC TX C     - 3,244,680.    1,193,550.      MT  (+/- 180 meters Scaled)
 BY1324
 BY1324                          SUPERSEDED SURVEY CONTROL
 BY1324
 BY1324  NGVD 29 (??/??/92)  172.766  (m)          566.82   (f) ADJ UNCH    2 0
 BY1324
 BY1324.Superseded values are not recommended for survey control.
 BY1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1324.See file dsdata.txt to determine how the superseded data were derived.
 BY1324
 BY1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR991168(NAD 83)
 BY1324_MARKER: R = RIVET
 BY1324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1324_SP_SET: CULVERT
 BY1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1324
 BY1324  HISTORY     - Date     Condition        Report By
 BY1324  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY1324  HISTORY     - 1938     GOOD             NGS
 BY1324
 BY1324                          STATION DESCRIPTION
 BY1324
 BY1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1324'3.1 MI S FROM RUSK.
 BY1324'3.1 MILES SOUTH OF RUSK FROM COURT HOUSE BY RAIL AND HWY. ON THE ST. L
 BY1324'AND S. R.R.  1 1/2 POLES SOUTH OF POLE NO. 595/0.  30.0 FT. EAST OF
 BY1324'THE CENTER OF TRACK.  ON TOP THE NORTH END OF THE EAST CONCRETE
 BY1324'HEADWALL OF A CONCRETE BOX R.R. CULVERT.  10.0 FT. BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1328 ***********************************************************************
 BY1328  DESIGNATION -  RV E 600
 BY1328  PID         -  BY1328
 BY1328  STATE/COUNTY-  TX/CHEROKEE
 BY1328  USGS QUAD   -  ALTO (1973)
 BY1328
 BY1328                         *CURRENT SURVEY CONTROL
 BY1328  ___________________________________________________________________
 BY1328* NAD 83(1986)-  31 41 35.     (N)    095 06 13.     (W)     SCALED    
 BY1328* NAVD 88     -       103.92   (+/-2cm)     340.9    (feet)  VERTCON   
 BY1328  ___________________________________________________________________
 BY1328  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1328
 BY1328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1328
 BY1328.The horizontal coordinates were scaled from a topographic map and have
 BY1328.an estimated accuracy of +/- 6 seconds.
 BY1328
 BY1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1328.The vertical order pertains to the NGVD 29 superseded value.
 BY1328
 BY1328.The geoid height was determined by GEOID03.
 BY1328
 BY1328;                    North         East    Units  Estimated Accuracy
 BY1328;SPC TX C     - 3,236,290.    1,195,610.      MT  (+/- 180 meters Scaled)
 BY1328
 BY1328                          SUPERSEDED SURVEY CONTROL
 BY1328
 BY1328  NGVD 29 (??/??/92)  103.948  (m)          341.04   (f) ADJ UNCH    2 0
 BY1328
 BY1328.Superseded values are not recommended for survey control.
 BY1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1328.See file dsdata.txt to determine how the superseded data were derived.
 BY1328
 BY1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR006083(NAD 83)
 BY1328_MARKER: R = RIVET
 BY1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1328_SP_SET: ABUTMENT
 BY1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1328
 BY1328  HISTORY     - Date     Condition        Report By
 BY1328  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY1328  HISTORY     - 1934     GOOD             NGS
 BY1328  HISTORY     - 1938     GOOD             NGS
 BY1328  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1328
 BY1328                          STATION DESCRIPTION
 BY1328
 BY1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BY1328'3.4 MI N FROM ALTO.
 BY1328'3.4 MILES N OF AND ALONG THE ST. L. AND SW. R. R. RIVET IN PARAPET
 BY1328'WALL NE CORNER N ABUTMENT OF BRIDGE 152.  STATION-- 31716 PLUS 74.
 BY1328'MILE POST-- E 600 PLUS 20 1/2.
 BY1328
 BY1328                          STATION RECOVERY (1938)
 BY1328
 BY1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BY1328'RECOVERED IN GOOD CONDITION.
 BY1328
 BY1328                          STATION RECOVERY (1996)
 BY1328
 BY1328'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1332 ***********************************************************************
 BY1332  DESIGNATION -  RV E 603
 BY1332  PID         -  BY1332
 BY1332  STATE/COUNTY-  TX/CHEROKEE
 BY1332  USGS QUAD   -  ALTO (1973)
 BY1332
 BY1332                         *CURRENT SURVEY CONTROL
 BY1332  ___________________________________________________________________
 BY1332* NAD 83(1986)-  31 39 14.     (N)    095 04 34.     (W)     SCALED    
 BY1332* NAVD 88     -       131.76   (+/-2cm)     432.3    (feet)  VERTCON   
 BY1332  ___________________________________________________________________
 BY1332  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY1332
 BY1332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1332
 BY1332.The horizontal coordinates were scaled from a topographic map and have
 BY1332.an estimated accuracy of +/- 6 seconds.
 BY1332
 BY1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1332.The vertical order pertains to the NGVD 29 superseded value.
 BY1332
 BY1332.The geoid height was determined by GEOID03.
 BY1332
 BY1332;                    North         East    Units  Estimated Accuracy
 BY1332;SPC TX C     - 3,232,080.    1,198,420.      MT  (+/- 180 meters Scaled)
 BY1332
 BY1332                          SUPERSEDED SURVEY CONTROL
 BY1332
 BY1332  NGVD 29 (??/??/92)  131.793  (m)          432.39   (f) ADJ UNCH    2 0
 BY1332
 BY1332.Superseded values are not recommended for survey control.
 BY1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1332.See file dsdata.txt to determine how the superseded data were derived.
 BY1332
 BY1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR031039(NAD 83)
 BY1332_MARKER: R = RIVET
 BY1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1332_SP_SET: CULVERT
 BY1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1332+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY1332
 BY1332  HISTORY     - Date     Condition        Report By
 BY1332  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY1332  HISTORY     - 1938     GOOD             NGS
 BY1332  HISTORY     - 19960420 GOOD             USPSQD
 BY1332  HISTORY     - 20050710 GOOD             USPSQD
 BY1332
 BY1332                          STATION DESCRIPTION
 BY1332
 BY1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1332'1.0 MI N FROM ALTO.
 BY1332'0.1 MILES NORTH OF ALTO FROM WATER TOWER BY RAIL.  ON THE ST. L. AND
 BY1332'N.W. R.R. 185 FT. NORTHWEST OF A DIRT ROAD CROSSING.  1 1/2 POLES
 BY1332'SOUTHEAST OF POLE NO. 603/25.  15 FT. SOUTHWEST OF THE CENTER OF
 BY1332'TRACK.  ON TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL
 BY1332'OF A BOX R.R. CULVERT.  1.5 FT. BELOW THE TOP OF RAIL.
 BY1332
 BY1332                          STATION RECOVERY (1996)
 BY1332
 BY1332'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1332'RECOVERED IN GOOD CONDITION.
 BY1332
 BY1332                          STATION RECOVERY (2005)
 BY1332
 BY1332'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1332'UNDER 1 FOOT OF GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1335 ***********************************************************************
 BY1335  DESIGNATION -  RV E 606
 BY1335  PID         -  BY1335
 BY1335  STATE/COUNTY-  TX/CHEROKEE
 BY1335  USGS QUAD   -  FOREST (1973)
 BY1335
 BY1335                         *CURRENT SURVEY CONTROL
 BY1335  ___________________________________________________________________
 BY1335* NAD 83(1986)-  31 36 53.     (N)    095 04 14.     (W)     SCALED    
 BY1335* NAVD 88     -       108.71   (+/-2cm)     356.7    (feet)  VERTCON   
 BY1335  ___________________________________________________________________
 BY1335  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY1335
 BY1335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1335
 BY1335.The horizontal coordinates were scaled from a topographic map and have
 BY1335.an estimated accuracy of +/- 6 seconds.
 BY1335
 BY1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1335.The vertical order pertains to the NGVD 29 superseded value.
 BY1335
 BY1335.The geoid height was determined by GEOID03.
 BY1335
 BY1335;                    North         East    Units  Estimated Accuracy
 BY1335;SPC TX C     - 3,227,770.    1,199,150.      MT  (+/- 180 meters Scaled)
 BY1335
 BY1335                          SUPERSEDED SURVEY CONTROL
 BY1335
 BY1335  NGVD 29 (??/??/92)  108.749  (m)          356.79   (f) ADJ UNCH    2 0
 BY1335
 BY1335.Superseded values are not recommended for survey control.
 BY1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1335.See file dsdata.txt to determine how the superseded data were derived.
 BY1335
 BY1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ035995(NAD 83)
 BY1335_MARKER: R = RIVET
 BY1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1335_SP_SET: CULVERT
 BY1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1335
 BY1335  HISTORY     - Date     Condition        Report By
 BY1335  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY1335  HISTORY     - 1938     GOOD             NGS
 BY1335  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1335
 BY1335                          STATION DESCRIPTION
 BY1335
 BY1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1335'2.6 MI S FROM ALTO.
 BY1335'2.6 MILES SOUTH OF ALTO FROM WATER TOWER BY RAIL.  ON THE ST. L. AND
 BY1335'S.W. R.R.  3 1/2 POLES SOUTH OF TEL. POLE NO. 606/15.  ABOUT 75 FT.
 BY1335'EAST OF CENTER OF TRACK.  13 FT. WEST OF THE CENTER OF HIGHWAY.  ON
 BY1335'TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A CONCRETE BOX
 BY1335'HIGHWAY CULVERT.  8.0 FT. BELOW THE TOP OF RAIL.  1.0 FT. ABOVE THE
 BY1335'SURFACE OF HWY.
 BY1335
 BY1335                          STATION RECOVERY (1996)
 BY1335
 BY1335'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1338 ***********************************************************************
 BY1338  DESIGNATION -  RV E 608
 BY1338  PID         -  BY1338
 BY1338  STATE/COUNTY-  TX/CHEROKEE
 BY1338  USGS QUAD   -  FOREST (1973)
 BY1338
 BY1338                         *CURRENT SURVEY CONTROL
 BY1338  ___________________________________________________________________
 BY1338* NAD 83(1986)-  31 35 19.     (N)    095 03 50.     (W)     SCALED    
 BY1338* NAVD 88     -       101.75   (+/-2cm)     333.8    (feet)  VERTCON   
 BY1338  ___________________________________________________________________
 BY1338  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1338
 BY1338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1338
 BY1338.The horizontal coordinates were scaled from a topographic map and have
 BY1338.an estimated accuracy of +/- 6 seconds.
 BY1338
 BY1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1338.The vertical order pertains to the NGVD 29 superseded value.
 BY1338
 BY1338.The geoid height was determined by GEOID03.
 BY1338
 BY1338;                    North         East    Units  Estimated Accuracy
 BY1338;SPC TX C     - 3,224,910.    1,199,920.      MT  (+/- 180 meters Scaled)
 BY1338
 BY1338                          SUPERSEDED SURVEY CONTROL
 BY1338
 BY1338  NGVD 29 (??/??/92)  101.798  (m)          333.98   (f) ADJ UNCH    2 0
 BY1338
 BY1338.Superseded values are not recommended for survey control.
 BY1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1338.See file dsdata.txt to determine how the superseded data were derived.
 BY1338
 BY1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ041966(NAD 83)
 BY1338_MARKER: R = RIVET
 BY1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1338_SP_SET: CULVERT
 BY1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1338
 BY1338  HISTORY     - Date     Condition        Report By
 BY1338  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY1338  HISTORY     - 1938     GOOD             NGS
 BY1338  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1338
 BY1338                          STATION DESCRIPTION
 BY1338
 BY1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1338'4.6 MI S FROM ALTO.
 BY1338'4.6 MILES S OF ALTO FROM WATER TOWER BY RAIL.  ON THE ST. L. AND S.W.
 BY1338'R.R.  45 FT. NORTHEAST OF THE INTERSECTION OF THE NORTHEAST RAIL AND
 BY1338'THE CENTERLINE OF A DIRT HIGHWAY.  1 1/2 POLES SOUTHEAST OF POLE NO.
 BY1338'608/10.  24 FT. EAST OF THE CENTERLINE OF HIGHWAY.  ON TOP OF THE
 BY1338'NORTHEAST END OF THE EAST CONCRETE HEADWALL OF A 24 INCH C.MP. HIGHWAY
 BY1338'CULVERT.  4.0 FT. BELOW THE TOP OF RAIL.
 BY1338
 BY1338                          STATION RECOVERY (1996)
 BY1338
 BY1338'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1341 ***********************************************************************
 BY1341  DESIGNATION -  RV E 613
 BY1341  PID         -  BY1341
 BY1341  STATE/COUNTY-  TX/CHEROKEE
 BY1341  USGS QUAD   -  FOREST (1973)
 BY1341
 BY1341                         *CURRENT SURVEY CONTROL
 BY1341  ___________________________________________________________________
 BY1341* NAD 83(1986)-  31 31 25.     (N)    095 01 45.     (W)     SCALED    
 BY1341* NAVD 88     -        73.52   (+/-2cm)     241.2    (feet)  VERTCON   
 BY1341  ___________________________________________________________________
 BY1341  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY1341
 BY1341  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1341
 BY1341.The horizontal coordinates were scaled from a topographic map and have
 BY1341.an estimated accuracy of +/- 6 seconds.
 BY1341
 BY1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1341.The vertical order pertains to the NGVD 29 superseded value.
 BY1341
 BY1341.The geoid height was determined by GEOID03.
 BY1341
 BY1341;                    North         East    Units  Estimated Accuracy
 BY1341;SPC TX C     - 3,217,860.    1,203,550.      MT  (+/- 180 meters Scaled)
 BY1341
 BY1341                          SUPERSEDED SURVEY CONTROL
 BY1341
 BY1341  NGVD 29 (??/??/92)   73.569  (m)          241.37   (f) ADJ UNCH    2 0
 BY1341
 BY1341.Superseded values are not recommended for survey control.
 BY1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1341.See file dsdata.txt to determine how the superseded data were derived.
 BY1341
 BY1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ073894(NAD 83)
 BY1341_MARKER: R = RIVET
 BY1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1341_SP_SET: CONCRETE BASE
 BY1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1341
 BY1341  HISTORY     - Date     Condition        Report By
 BY1341  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY1341  HISTORY     - 1938     GOOD             NGS
 BY1341  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1341
 BY1341                          STATION DESCRIPTION
 BY1341
 BY1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1341'0.5 MI N FROM WILDHURST.
 BY1341'0.5 MILES NORTH OF WILDHURST FROM ROAD CROSSING BY RAIL.  ON THE ST.
 BY1341'L. AND S.W. R.R.  1 1/2 POLES NORTHWEST OF TEL. POLE NO. 613/20.  ON
 BY1341'TOP OF THE MOST NORTHEAST PART OF THE CIRCULAR CONCRETE BASE OF THE
 BY1341'STEEL R.R. WATER TANK.  6.0 FT. SOUTHWEST OF CENTER OF TRACK.  LEVEL
 BY1341'WITH TOP OF RAIL.
 BY1341
 BY1341                          STATION RECOVERY (1996)
 BY1341
 BY1341'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0658 ***********************************************************************
 BY0658  DESIGNATION -  RV E 618
 BY0658  PID         -  BY0658
 BY0658  STATE/COUNTY-  TX/CHEROKEE
 BY0658  USGS QUAD   -  WELLS (1980)
 BY0658
 BY0658                         *CURRENT SURVEY CONTROL
 BY0658  ___________________________________________________________________
 BY0658* NAD 83(1986)-  31 29 44.     (N)    094 57 33.     (W)     SCALED    
 BY0658* NAVD 88     -        98.22   (+/-2cm)     322.2    (feet)  VERTCON   
 BY0658  ___________________________________________________________________
 BY0658  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY0658
 BY0658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0658
 BY0658.The horizontal coordinates were scaled from a topographic map and have
 BY0658.an estimated accuracy of +/- 6 seconds.
 BY0658
 BY0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0658.The vertical order pertains to the NGVD 29 superseded value.
 BY0658
 BY0658.The geoid height was determined by GEOID03.
 BY0658
 BY0658;                    North         East    Units  Estimated Accuracy
 BY0658;SPC TX C     - 3,215,080.    1,210,340.      MT  (+/- 180 meters Scaled)
 BY0658
 BY0658                          SUPERSEDED SURVEY CONTROL
 BY0658
 BY0658  NGVD 29 (??/??/92)   98.277  (m)          322.43   (f) ADJ UNCH    2 0
 BY0658
 BY0658.Superseded values are not recommended for survey control.
 BY0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0658.See file dsdata.txt to determine how the superseded data were derived.
 BY0658
 BY0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ139861(NAD 83)
 BY0658_MARKER: DB = BENCH MARK DISK
 BY0658_SETTING: 0 = UNSPECIFIED SETTING
 BY0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0658
 BY0658  HISTORY     - Date     Condition        Report By
 BY0658  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY0658  HISTORY     - 1938     GOOD             NGS
 BY0658
 BY0658                          STATION DESCRIPTION
 BY0658
 BY0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY0658'1.0 MI NW FROM WELLS.
 BY0658'1.0 MILES NORTHWEST OF WELLS FROM DEPOT BY RAIL.  ON THE ST.L. AND
 BY0658'S.W. R.R. 200 FT. NORTHEAST OF DIRT ROAD CROSSING.  87 FT. NORTHEAST
 BY0658'OF TEL POLE NO. 618/0.  55 FT. NORTH OF THE CENTER OF TRACK.  12.0 FT.
 BY0658'SOUTH OF THE CENTERLINE OF ROAD.  ON TOP OF THE EAST END OF THE SOUTH
 BY0658'CONCRETE HEADWALL OF A 24 IN. C.M.P. HIGHWAY CULVERT.  4.0 FT. BELOW
 BY0658'TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0661 ***********************************************************************
 BY0661  DESIGNATION -  RV E 619
 BY0661  PID         -  BY0661
 BY0661  STATE/COUNTY-  TX/CHEROKEE
 BY0661  USGS QUAD   -  WELLS (1980)
 BY0661
 BY0661                         *CURRENT SURVEY CONTROL
 BY0661  ___________________________________________________________________
 BY0661* NAD 83(1986)-  31 29 02.     (N)    094 55 55.     (W)     SCALED    
 BY0661* NAVD 88     -        87.49   (+/-2cm)     287.0    (feet)  VERTCON   
 BY0661  ___________________________________________________________________
 BY0661  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY0661
 BY0661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0661
 BY0661.The horizontal coordinates were scaled from a topographic map and have
 BY0661.an estimated accuracy of +/- 6 seconds.
 BY0661
 BY0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0661.The vertical order pertains to the NGVD 29 superseded value.
 BY0661
 BY0661.The geoid height was determined by GEOID03.
 BY0661
 BY0661;                    North         East    Units  Estimated Accuracy
 BY0661;SPC TX C     - 3,213,910.    1,212,990.      MT  (+/- 180 meters Scaled)
 BY0661
 BY0661                          SUPERSEDED SURVEY CONTROL
 BY0661
 BY0661  NGVD 29 (??/??/92)   87.546  (m)          287.22   (f) ADJ UNCH    2 0
 BY0661
 BY0661.Superseded values are not recommended for survey control.
 BY0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0661.See file dsdata.txt to determine how the superseded data were derived.
 BY0661
 BY0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ164848(NAD 83)
 BY0661_MARKER: DB = BENCH MARK DISK
 BY0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0661_SP_SET: CULVERT
 BY0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY0661+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY0661
 BY0661  HISTORY     - Date     Condition        Report By
 BY0661  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY0661  HISTORY     - 1938     GOOD             NGS
 BY0661  HISTORY     - 20050710 GOOD             USPSQD
 BY0661
 BY0661                          STATION DESCRIPTION
 BY0661
 BY0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY0661'0.6 MI SE FROM WELLS.
 BY0661'0.6 MILES SOUTHEAST OF WELLS FROM WATER TOWER BY RAIL.  ON THE ST. L.
 BY0661'AND S.W. R.R. 1/2 POLE NORTHWEST OF TEL. POLE NO. 620/0.  21.0 FT.
 BY0661'NORTHEAST OF THE CENTER OF TRACK.  ON TOP OF THE SOUTHEAST END OF THE
 BY0661'NORTHEAST CONCRETE HEADWALL OF A DOUBLE BOX R.R. CULVERT.  7.0 FT.
 BY0661'BELOW TOP OF RAIL.
 BY0661
 BY0661                          STATION RECOVERY (2005)
 BY0661
 BY0661'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY0661'FOUND ORANGE PAINT AROPUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0662 ***********************************************************************
 BY0662  DESIGNATION -  RV E 620
 BY0662  PID         -  BY0662
 BY0662  STATE/COUNTY-  TX/CHEROKEE
 BY0662  USGS QUAD   -  WELLS (1980)
 BY0662
 BY0662                         *CURRENT SURVEY CONTROL
 BY0662  ___________________________________________________________________
 BY0662* NAD 83(1986)-  31 28 32.     (N)    094 55 10.     (W)     SCALED    
 BY0662* NAVD 88     -        87.71   (+/-2cm)     287.8    (feet)  VERTCON   
 BY0662  ___________________________________________________________________
 BY0662  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY0662
 BY0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0662
 BY0662.The horizontal coordinates were scaled from a topographic map and have
 BY0662.an estimated accuracy of +/- 6 seconds.
 BY0662
 BY0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0662.The vertical order pertains to the NGVD 29 superseded value.
 BY0662
 BY0662.The geoid height was determined by GEOID03.
 BY0662
 BY0662;                    North         East    Units  Estimated Accuracy
 BY0662;SPC TX C     - 3,213,040.    1,214,220.      MT  (+/- 180 meters Scaled)
 BY0662
 BY0662                          SUPERSEDED SURVEY CONTROL
 BY0662
 BY0662  NGVD 29 (??/??/92)   87.768  (m)          287.95   (f) ADJ UNCH    2 0
 BY0662
 BY0662.Superseded values are not recommended for survey control.
 BY0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0662.See file dsdata.txt to determine how the superseded data were derived.
 BY0662
 BY0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ176839(NAD 83)
 BY0662_MARKER: DB = BENCH MARK DISK
 BY0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0662_SP_SET: CULVERT
 BY0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0662
 BY0662  HISTORY     - Date     Condition        Report By
 BY0662  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY0662  HISTORY     - 1938     GOOD             NGS
 BY0662  HISTORY     - 20050710 MARK NOT FOUND   USPSQD
 BY0662
 BY0662                          STATION DESCRIPTION
 BY0662
 BY0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY0662'1.6 MI SE FROM WELLS.
 BY0662'1.6 MILES SOUTHEAST OF WELLS FROM WATER TOWER BY RAIL.  ON THE ST.L.
 BY0662'AND S.W. R.R. 1/2 POLE NORTHWEST OF TEL. POLE NO. 621/0.  63.0 FT.
 BY0662'SOUTHWEST OF THE CENTER OF TRACK.  12.0 FT. NORTHEAST OF THE CENTER OF
 BY0662'A TARVIA ROAD.  ON TOP OF THE SOUTHWEST END OF THE NORTHEAST CONCRETE
 BY0662'HEADWALL OF A HIGHWAY BOX CULVERT.  3.0 FT. BELOW THE TOP OF RAIL.
 BY0662
 BY0662                          STATION RECOVERY (2005)
 BY0662
 BY0662'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0666 ***********************************************************************
 BY0666  DESIGNATION -  RV E 623
 BY0666  PID         -  BY0666
 BY0666  STATE/COUNTY-  TX/ANGELINA
 BY0666  USGS QUAD   -  WELLS (1980)
 BY0666
 BY0666                         *CURRENT SURVEY CONTROL
 BY0666  ___________________________________________________________________
 BY0666* NAD 83(1986)-  31 27 20.     (N)    094 53 01.     (W)     SCALED    
 BY0666* NAVD 88     -        91.87   (+/-2cm)     301.4    (feet)  VERTCON   
 BY0666  ___________________________________________________________________
 BY0666  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY0666
 BY0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0666
 BY0666.The horizontal coordinates were scaled from a topographic map and have
 BY0666.an estimated accuracy of +/- 6 seconds.
 BY0666
 BY0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0666.The vertical order pertains to the NGVD 29 superseded value.
 BY0666
 BY0666.The geoid height was determined by GEOID03.
 BY0666
 BY0666;                    North         East    Units  Estimated Accuracy
 BY0666;SPC TX C     - 3,210,990.    1,217,730.      MT  (+/- 180 meters Scaled)
 BY0666
 BY0666                          SUPERSEDED SURVEY CONTROL
 BY0666
 BY0666  NGVD 29 (??/??/92)   91.932  (m)          301.61   (f) ADJ UNCH    2 0
 BY0666
 BY0666.Superseded values are not recommended for survey control.
 BY0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0666.See file dsdata.txt to determine how the superseded data were derived.
 BY0666
 BY0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ210816(NAD 83)
 BY0666_MARKER: R = RIVET
 BY0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0666_SP_SET: BRIDGE ABUTMENT
 BY0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0666
 BY0666  HISTORY     - Date     Condition        Report By
 BY0666  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY0666  HISTORY     - 1947     GOOD             NGS
 BY0666
 BY0666                          STATION DESCRIPTION
 BY0666
 BY0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY0666'1.1 MI NE FROM POLLOCK.
 BY0666'1.1 MILES NORTHEAST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 BY0666'THE POST OFFICE AT POLLOCK, AT A ROAD UNDERPASS, ABOUT 2 POLES
 BY0666'NORTHWEST OF POLE 623-15, 4.7 FEET SOUTHWEST OF AND ABOUT LEVEL WITH
 BY0666'THE BASE OF THE SOUTHWEST RAIL OF THE TRACK, ON TOP OF THE SOUTHWEST
 BY0666'END OF THE NORTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO.220, THE
 BY0666'TOP OF A MONEL METAL RIVET SET IN CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0670 ***********************************************************************
 BY0670  DESIGNATION -  RV E 629
 BY0670  PID         -  BY0670
 BY0670  STATE/COUNTY-  TX/ANGELINA
 BY0670  USGS QUAD   -  CLAWSON (1980)
 BY0670
 BY0670                         *CURRENT SURVEY CONTROL
 BY0670  ___________________________________________________________________
 BY0670* NAD 83(1986)-  31 24 15.     (N)    094 48 01.     (W)     SCALED    
 BY0670* NAVD 88     -       101.80   (+/-2cm)     334.0    (feet)  VERTCON   
 BY0670  ___________________________________________________________________
 BY0670  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY0670
 BY0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0670
 BY0670.The horizontal coordinates were scaled from a topographic map and have
 BY0670.an estimated accuracy of +/- 6 seconds.
 BY0670
 BY0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0670.The vertical order pertains to the NGVD 29 superseded value.
 BY0670
 BY0670.The geoid height was determined by GEOID03.
 BY0670
 BY0670;                    North         East    Units  Estimated Accuracy
 BY0670;SPC TX C     - 3,205,700.    1,225,920.      MT  (+/- 180 meters Scaled)
 BY0670
 BY0670                          SUPERSEDED SURVEY CONTROL
 BY0670
 BY0670  NGVD 29 (??/??/92)  101.853  (m)          334.16   (f) ADJ UNCH    2 0
 BY0670
 BY0670.Superseded values are not recommended for survey control.
 BY0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0670.See file dsdata.txt to determine how the superseded data were derived.
 BY0670
 BY0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ288757(NAD 83)
 BY0670_MARKER: R = RIVET
 BY0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0670_SP_SET: CULVERT
 BY0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0670
 BY0670  HISTORY     - Date     Condition        Report By
 BY0670  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY0670  HISTORY     - 1934     GOOD             NGS
 BY0670  HISTORY     - 1939     GOOD             NGS
 BY0670
 BY0670                          STATION DESCRIPTION
 BY0670
 BY0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BY0670'6.6 MI NW FROM LUFKIN.
 BY0670'6.6 MILES NW OF AND ALONG THE ST. L. AND SW. R. R. RIVET IN COPING OF
 BY0670'HEADWALL.  SE CORNER OF CONCRETE BOX.  STATION-- 33261 PLUS 66.  MILE
 BY0670'POST-- E 629 PLUS 25.
 BY0670
 BY0670                          STATION RECOVERY (1939)
 BY0670
 BY0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 BY0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0672 ***********************************************************************
 BY0672  DESIGNATION -  RV E 633
 BY0672  PID         -  BY0672
 BY0672  STATE/COUNTY-  TX/ANGELINA
 BY0672  USGS QUAD   -  KELTYS (1980)
 BY0672
 BY0672                         *CURRENT SURVEY CONTROL
 BY0672  ___________________________________________________________________
 BY0672* NAD 83(1986)-  31 22 00.     (N)    094 45 26.     (W)     SCALED    
 BY0672* NAVD 88     -       103.27   (+/-2cm)     338.8    (feet)  VERTCON   
 BY0672  ___________________________________________________________________
 BY0672  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0672
 BY0672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0672
 BY0672.The horizontal coordinates were scaled from a topographic map and have
 BY0672.an estimated accuracy of +/- 6 seconds.
 BY0672
 BY0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0672.The vertical order pertains to the NGVD 29 superseded value.
 BY0672
 BY0672.The geoid height was determined by GEOID03.
 BY0672
 BY0672;                    North         East    Units  Estimated Accuracy
 BY0672;SPC TX C     - 3,201,750.    1,230,220.      MT  (+/- 180 meters Scaled)
 BY0672
 BY0672                          SUPERSEDED SURVEY CONTROL
 BY0672
 BY0672  NGVD 29 (??/??/92)  103.322  (m)          338.98   (f) ADJ UNCH    2 0
 BY0672
 BY0672.Superseded values are not recommended for survey control.
 BY0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0672.See file dsdata.txt to determine how the superseded data were derived.
 BY0672
 BY0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ328715(NAD 83)
 BY0672_MARKER: R = RIVET
 BY0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0672_SP_SET: PARAPET WALL
 BY0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0672
 BY0672  HISTORY     - Date     Condition        Report By
 BY0672  HISTORY     - UNK      MONUMENTED       SLSWRR
 BY0672  HISTORY     - 1934     GOOD             NGS
 BY0672  HISTORY     - 1939     GOOD             NGS
 BY0672  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0672
 BY0672                          STATION DESCRIPTION
 BY0672
 BY0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BY0672'2.8 MI NW FROM LUFKIN.
 BY0672'2.8 MILES NW OF AND ALONG THE ST. L. AND SW. R. R. RIVET IN PARAPET
 BY0672'WALL.  NW CORNER N ABUTMENT BRIDGE NO. 245.  STATION-- 33456 PLUS 98.
 BY0672'MILE POST-- E 633 PLUS 16.
 BY0672
 BY0672                          STATION RECOVERY (1939)
 BY0672
 BY0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 BY0672'RECOVERED IN GOOD CONDITION.
 BY0672
 BY0672                          STATION RECOVERY (1998)
 BY0672
 BY0672'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0676 ***********************************************************************
 BY0676  DESIGNATION -  RV E 635
 BY0676  PID         -  BY0676
 BY0676  STATE/COUNTY-  TX/ANGELINA
 BY0676  USGS QUAD   -  LUFKIN (1980)
 BY0676
 BY0676                         *CURRENT SURVEY CONTROL
 BY0676  ___________________________________________________________________
 BY0676* NAD 83(1986)-  31 20 50.     (N)    094 44 08.     (W)     SCALED    
 BY0676* NAVD 88     -        93.59   (+/-2cm)     307.1    (feet)  VERTCON   
 BY0676  ___________________________________________________________________
 BY0676  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY0676
 BY0676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0676
 BY0676.The horizontal coordinates were scaled from a topographic map and have
 BY0676.an estimated accuracy of +/- 6 seconds.
 BY0676
 BY0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0676.The vertical order pertains to the NGVD 29 superseded value.
 BY0676
 BY0676.The geoid height was determined by GEOID03.
 BY0676
 BY0676;                    North         East    Units  Estimated Accuracy
 BY0676;SPC TX C     - 3,199,700.    1,232,390.      MT  (+/- 180 meters Scaled)
 BY0676
 BY0676                          SUPERSEDED SURVEY CONTROL
 BY0676
 BY0676  NGVD 29 (??/??/92)   93.640  (m)          307.22   (f) ADJ UNCH    2 0
 BY0676
 BY0676.Superseded values are not recommended for survey control.
 BY0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0676.See file dsdata.txt to determine how the superseded data were derived.
 BY0676
 BY0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ349693(NAD 83)
 BY0676_MARKER: DB = BENCH MARK DISK
 BY0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0676_SP_SET: WELL CASING
 BY0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0676
 BY0676  HISTORY     - Date     Condition        Report By
 BY0676  HISTORY     - UNK      MONUMENTED       CGS
 BY0676  HISTORY     - 1938     GOOD             NGS
 BY0676
 BY0676                          STATION DESCRIPTION
 BY0676
 BY0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY0676'0.6 MI NW FROM LUFKIN.
 BY0676'0.6 MILES NORTHWEST OF LUFKIN FROM SOUTHERN PACIFIC DEPOT BY RAIL. 460
 BY0676'FT. NORTHWEST OF THE CENTERLINE OF ABNEY AVE. CROSSING.  54.0 FT.
 BY0676'SOUTHEAST OF TEL. POLE NO. 635/15.  33.0 FT. NORTHEAST OF THE CENTER
 BY0676'TRACK.  ON TOP OF THE NORTH CORNER OF A CONCRETE WELL CASING.  2.0 FT.
 BY0676'BELOW THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0432 ***********************************************************************
 DM0432  DESIGNATION -  RV MT VERNON
 DM0432  PID         -  DM0432
 DM0432  STATE/COUNTY-  TX/FRANKLIN
 DM0432  USGS QUAD   -  MOUNT VERNON (1964)
 DM0432
 DM0432                         *CURRENT SURVEY CONTROL
 DM0432  ___________________________________________________________________
 DM0432* NAD 83(1986)-  33 11 15.     (N)    095 13 24.     (W)     SCALED    
 DM0432* NAVD 88     -       146.521  (meters)     480.71   (feet)  ADJUSTED  
 DM0432  ___________________________________________________________________
 DM0432  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM0432  DYNAMIC HT  -         146.361 (meters)     480.19  (feet)  COMP
 DM0432  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 DM0432
 DM0432  VERT ORDER  -  SECOND    CLASS 0
 DM0432
 DM0432.The horizontal coordinates were scaled from a topographic map and have
 DM0432.an estimated accuracy of +/- 6 seconds.
 DM0432
 DM0432.The orthometric height was determined by differential leveling
 DM0432.and adjusted by the National Geodetic Survey in June 1991..
 DM0432
 DM0432.The geoid height was determined by GEOID03.
 DM0432
 DM0432.The dynamic height is computed by dividing the NAVD 88
 DM0432.geopotential number by the normal gravity value computed on the
 DM0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0432.degrees latitude (g = 980.6199 gals.).
 DM0432
 DM0432.The modeled gravity was interpolated from observed gravity values.
 DM0432
 DM0432;                    North         East    Units  Estimated Accuracy
 DM0432;SPC TXNC     - 2,173,410.      905,480.      MT  (+/- 180 meters Scaled)
 DM0432
 DM0432                          SUPERSEDED SURVEY CONTROL
 DM0432
 DM0432  NGVD 29 (??/??/92)  146.526  (m)          480.73   (f) ADJ UNCH    2 0
 DM0432
 DM0432.Superseded values are not recommended for survey control.
 DM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0432.See file dsdata.txt to determine how the superseded data were derived.
 DM0432
 DM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS927742(NAD 83)
 DM0432_MARKER: R = RIVET
 DM0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0432_SP_SET: CONCRETE BASE
 DM0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0432
 DM0432  HISTORY     - Date     Condition        Report By
 DM0432  HISTORY     - UNK      MONUMENTED       SLSWRR
 DM0432  HISTORY     - 1934     GOOD             NGS
 DM0432
 DM0432                          STATION DESCRIPTION
 DM0432
 DM0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0432'IN MOUNT VERNON.
 DM0432'AT MOUNT VERNON AND ALONG THE ST. L AND SW R R.  IN THE BASE OF THE
 DM0432'SIGNAL TOWER IN THE FRONT OF THE STATION.  MILE POST 495/14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0361 ***********************************************************************
 CR0361  DESIGNATION -  RV OVERPASS
 CR0361  PID         -  CR0361
 CR0361  STATE/COUNTY-  TX/UPSHUR
 CR0361  USGS QUAD   -  BIG SANDY (1981)
 CR0361
 CR0361                         *CURRENT SURVEY CONTROL
 CR0361  ___________________________________________________________________
 CR0361* NAD 83(1986)-  32 35 00.     (N)    095 06 17.     (W)     SCALED    
 CR0361* NAVD 88     -       100.113  (meters)     328.45   (feet)  ADJUSTED  
 CR0361  ___________________________________________________________________
 CR0361  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR0361  DYNAMIC HT  -          99.998 (meters)     328.08  (feet)  COMP
 CR0361  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CR0361
 CR0361  VERT ORDER  -  SECOND    CLASS 0
 CR0361
 CR0361.The horizontal coordinates were scaled from a topographic map and have
 CR0361.an estimated accuracy of +/- 6 seconds.
 CR0361
 CR0361.The orthometric height was determined by differential leveling
 CR0361.and adjusted by the National Geodetic Survey in June 1991..
 CR0361
 CR0361.The geoid height was determined by GEOID03.
 CR0361
 CR0361.The dynamic height is computed by dividing the NAVD 88
 CR0361.geopotential number by the normal gravity value computed on the
 CR0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0361.degrees latitude (g = 980.6199 gals.).
 CR0361
 CR0361.The modeled gravity was interpolated from observed gravity values.
 CR0361
 CR0361;                    North         East    Units  Estimated Accuracy
 CR0361;SPC TXNC     - 2,106,800.      918,700.      MT  (+/- 180 meters Scaled)
 CR0361
 CR0361                          SUPERSEDED SURVEY CONTROL
 CR0361
 CR0361  NGVD 29 (??/??/92)  100.142  (m)          328.55   (f) ADJ UNCH    2 0
 CR0361
 CR0361.Superseded values are not recommended for survey control.
 CR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0361.See file dsdata.txt to determine how the superseded data were derived.
 CR0361
 CR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS024070(NAD 83)
 CR0361_MARKER: R = RIVET
 CR0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0361_SP_SET: ABUTMENT
 CR0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0361
 CR0361  HISTORY     - Date     Condition        Report By
 CR0361  HISTORY     - UNK      MONUMENTED       SLSWRR
 CR0361  HISTORY     - 1954     GOOD             NGS
 CR0361  HISTORY     - 20040606 GOOD             USPSQD
 CR0361
 CR0361                          STATION DESCRIPTION
 CR0361
 CR0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0361'0.25 MI NE FROM BIG SANDY.
 CR0361'0.25 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0361'FROM THE STATION AT BIG SANDY, 3 1/2 POLES NORTHEAST OF MILEPOST 525,
 CR0361'7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.1 FEET SOUTHEAST OF BENCH
 CR0361'MARK B 277, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 CR0361'ABUTMENT OF THE OVERPASS OF U.S. HIGHWAY 80.
 CR0361
 CR0361                          STATION RECOVERY (2004)
 CR0361
 CR0361'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7005 ***********************************************************************
 AW7005  PACS        -  This is a Primary Airport Control Station.
 AW7005  DESIGNATION -  RWJPORT
 AW7005  PID         -  AW7005
 AW7005  STATE/COUNTY-  TX/CHAMBERS
 AW7005  USGS QUAD   -  COVE (1993)
 AW7005
 AW7005                         *CURRENT SURVEY CONTROL
 AW7005  ___________________________________________________________________
 AW7005* NAD 83(1993)-  29 45 41.44136(N)    094 50 30.82849(W)     ADJUSTED  
 AW7005* NAVD 88     -         7.69   (meters)      25.2    (feet)  GPS OBS   
 AW7005  ___________________________________________________________________
 AW7005  X           -    -467,731.006 (meters)                     COMP
 AW7005  Y           -  -5,521,635.173 (meters)                     COMP
 AW7005  Z           -   3,147,441.839 (meters)                     COMP
 AW7005  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW7005  ELLIP HEIGHT-         -19.59  (meters)          (10/24/00) GPS OBS
 AW7005  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW7005
 AW7005  HORZ ORDER  -  B
 AW7005  ELLP ORDER  -  FOURTH    CLASS II
 AW7005
 AW7005.This mark is at R.w.j. Airpark (54TX)  (54TX)
 AW7005
 AW7005.The horizontal coordinates were established by GPS observations
 AW7005.and adjusted by the National Geodetic Survey in February 1996..
 AW7005
 AW7005.The orthometric height was determined by GPS observations and a
 AW7005.high-resolution geoid model.
 AW7005
 AW7005.GPS derived orthometric heights for airport stations designated as
 AW7005.PACS or SACS are published to 2 decimal places.  This maintains
 AW7005.centimeter relative accuracy between the PACS and SACS.  It does
 AW7005.not indicate centimeter accuracy relative to other marks which are
 AW7005.part of the NAVD 88 network.
 AW7005
 AW7005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7005
 AW7005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7005
 AW7005.The ellipsoidal height was determined by GPS observations
 AW7005.and is referenced to NAD 83.
 AW7005
 AW7005.The geoid height was determined by GEOID03.
 AW7005
 AW7005;                    North         East     Units Scale Factor Converg.
 AW7005;SPC TXSC     - 4,220,842.504 1,002,027.132   MT  0.99989087   +2 02 13.6
 AW7005;SPC TXSC     -13,847,880.78  3,287,484.02   sFT  0.99989087   +2 02 13.6
 AW7005;UTM  15      - 3,293,780.588   321,914.416   MT  0.99999131   -0 54 52.4
 AW7005
 AW7005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7005!SPC TXSC     -   1.00000308  x   0.99989087  =   0.99989395
 AW7005!UTM  15      -   1.00000308  x   0.99999131  =   0.99999439
 AW7005
 AW7005:                Primary Azimuth Mark                     Grid Az
 AW7005:SPC TXSC     -  54TX A                                   095 06 13.9
 AW7005:UTM  15      -  54TX A                                   098 03 19.9
 AW7005
 AW7005|---------------------------------------------------------------------|
 AW7005| PID    Reference Object                     Distance      Geod. Az  |
 AW7005|                                                           dddmmss.s |
 AW7005| AC8380 54TX A                              468.111 METERS 0970827.5 |
 AW7005| AW7006 RWJPORT AZ MK                       APPROX. 0.7 KM 2691208.1 |
 AW7005|---------------------------------------------------------------------|
 AW7005
 AW7005                          SUPERSEDED SURVEY CONTROL
 AW7005
 AW7005  ELLIP H (02/20/96)  -19.45   (m)                       GP(       ) 3 2
 AW7005  NAD 83(1993)-  29 45 41.44032(N)    094 50 30.82789(W) AD(       ) 3
 AW7005  ELLIP H (02/16/96)  -19.61   (m)                       GP(       ) 5 1
 AW7005  ELLIP H (01/21/93)  -19.63   (m)                       GP(       ) 4 2
 AW7005  NAD 83(1986)-  29 45 41.45560(N)    094 50 30.81021(W) AD(       ) 3
 AW7005  NAD 83(1986)-  29 45 41.45606(N)    094 50 30.81171(W) AD(       ) 3
 AW7005  NGVD 29 (06/12/91)    7.7    (m)           25.     (f) GPS OBS        
 AW7005
 AW7005.Superseded values are not recommended for survey control.
 AW7005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7005.See file dsdata.txt to determine how the superseded data were derived.
 AW7005
 AW7005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2191493781(NAD 83)
 AW7005_MARKER: I = METAL ROD
 AW7005_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW7005_SP_SET: OBJECT DRIVEN INTO GROUND
 AW7005_STAMPING: RWJPORT 1987
 AW7005_MARK LOGO: NGS   
 AW7005_PROJECTION: FLUSH
 AW7005_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW7005+STABILITY: POSITION/ELEVATION WELL
 AW7005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7005+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 AW7005_ROD/PIPE-DEPTH: 10   meters
 AW7005_SLEEVE-DEPTH  : 1.0 meters
 AW7005
 AW7005  HISTORY     - Date     Condition        Report By
 AW7005  HISTORY     - 1987     MONUMENTED       NGS
 AW7005  HISTORY     - 19941215 GOOD             NGS
 AW7005  HISTORY     - 19941216 GOOD             NGS
 AW7005  HISTORY     - 19970412 GOOD             USPSQD
 AW7005  HISTORY     - 20010331 GOOD             NGS
 AW7005  HISTORY     - 20040204 GOOD             USPSQD
 AW7005  HISTORY     - 20050205 GOOD             USPSQD
 AW7005  HISTORY     - 20060826 GOOD             INDIV
 AW7005
 AW7005                          STATION DESCRIPTION
 AW7005
 AW7005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW7005'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI)
 AW7005'WEST OF ANAHUAC, 8.0 KM (5.0 MI) EAST OF BAYTOWN, 8.0 KM (5.0 MI)
 AW7005'SOUTH OF INTERSTATE HIGHWAY 10 AND AT THE RWJ AIRPARK AT THE FIRST
 AW7005'CONNECTOR WEST OF THE EAST END OF RUNWAY.
 AW7005'OWNERSHIP--BUDDY JOHNSON, AIRPORT MANAGER, BOX 1029, BAYTOWN TX
 AW7005'77520, PHONE 713-383-2320.
 AW7005'
 AW7005'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 565 AND FARM
 AW7005'ROAD 2354, ABOUT 8.0 KM (5.0 MI) EAST OF BAYTOWN, GO SOUTHEAST ON
 AW7005'FARM ROAD 2354 FOR 1.9 KM (1.2 MI) TO A T-ROAD. (FARM ROAD 3180 ON
 AW7005'THE LEFT).  TURN RIGHT, STAYING ON FARM ROAD 2354, AND GO SOUTH FOR
 AW7005'0.6 KM (0.4 MI) TO LAWRENCE DRIVE ON THE LEFT.  TURN LEFT AND GO
 AW7005'EAST FOR 0.6 KM (0.4 MI) TO LAKEVIEW DRIVE ON THE RIGHT.  TURN
 AW7005'RIGHT AND GO SOUTH FOR 1.4 KM (0.9 MI) TO A FORK, BEAR RIGHT FOR
 AW7005'0.1 KM (0.05 MI), THEN TURN RIGHT ON THE TAXIWAY FOR 0.4 KM (0.25
 AW7005'MI) TO THE STATION AT THE FIRST CONNECTOR ON THE WEST SIDE OF
 AW7005'RUNWAY.
 AW7005'
 AW7005'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW7005'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW7005'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW7005'LOGO CAP STAMPED---RWJPORT 1987---, THE ROD IS RECESSED 6 CM BELOW
 AW7005'THE GROUND SURFACE.  LOCATED 23.5 METERS (77.1 FT) SOUTH OF THE
 AW7005'CENTER OF THE RUNWAY, 10.3 METERS (33.8 FT) SOUTHWEST OF THE WEST
 AW7005'END OF A 0.2 METER (0.7 FT) METAL PIPE CULVERT, 6.2 METERS (20.3
 AW7005'FT) NORTH OF THE CENTER OF THE TAXIWAY AND 4.5 METERS (14.8 FT)
 AW7005'WEST-SOUTHWEST OF A TAXIWAY LIGHT.
 AW7005'
 AW7005'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AW7005'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 AW7005'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 AW7005'WITH A LOGO CAP STAMPED---RWJPORT AZ MK 1987---, THE ROD IS
 AW7005'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED IN THE SOUTHEAST
 AW7005'ANGLE OF THE PAVED RUNWAY AND THE TURF RUNWAY.  IT IS 21.6 METERS
 AW7005'(70.9 FT) SOUTH OF THE CENTER OF THE RUNWAY, 8.8 METERS (28.9 FT)
 AW7005'EAST OF THE EAST EDGE OF A PAVED SECTION OF TURF RUNWAY, 8.5 METERS
 AW7005'(27.9 FT) NORTH OF THE CENTER OF A MACADAM TAXIWAY AND 6.1 METERS
 AW7005'(20.0 FT) SOUTH-SOUTHEAST OF THE EAST END OF A 0.2 METER (0.7 FT)
 AW7005'METAL PIPE CULVERT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 AW7005'CONTINUE AHEAD ON THE TAXIWAY FOR 0.6 KM (0.4 MI) TO THE MARK ON
 AW7005'ON THE RIGHT.
 AW7005'
 AW7005'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW7005'
 AW7005'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW7005'
 AW7005'DESCRIBED BY B.L. LAMBERT.
 AW7005
 AW7005                          STATION RECOVERY (1994)
 AW7005
 AW7005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW7005'RECOVERED AS DESCRIBED.  WITH ADDITIONAL COMMENTS.  STATION MARK IS
 AW7005'LOCATED TOWARDS RUNWAY END 26 AND IS LOCATED 9.5 FT (2.9 M) SOUTH OF A
 AW7005'CARSONITE WITNESS POST.  THIS IS A PAC STATION.
 AW7005
 AW7005                          STATION RECOVERY (1994)
 AW7005
 AW7005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW7005'RECOVERED AS DESCRIBED.  WITH ADDITIONAL COMMENTS.  STATION MARK IS
 AW7005'LOCATED TOWARDS RUNWAY END 26 AND IS LOCATED 9.5 FT (2.9 M) SOUTH OF A
 AW7005'CARSONITE WITNESS POST.
 AW7005
 AW7005                          STATION RECOVERY (1997)
 AW7005
 AW7005'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW7005'RECOVERED IN GOOD CONDITION.
 AW7005
 AW7005                          STATION RECOVERY (2001)
 AW7005
 AW7005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW7005'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW7005
 AW7005                          STATION RECOVERY (2004)
 AW7005
 AW7005'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7005'N 29 45.691  W 094 50.514
 AW7005
 AW7005                          STATION RECOVERY (2005)
 AW7005
 AW7005'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW7005'RECOVERED IN GOOD CONDITION.
 AW7005
 AW7005                          STATION RECOVERY (2006)
 AW7005
 AW7005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AW7005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7006 ***********************************************************************
 AW7006  SACS        -  This is a Secondary Airport Control Station.
 AW7006  DESIGNATION -  RWJPORT AZ MK
 AW7006  PID         -  AW7006
 AW7006  STATE/COUNTY-  TX/CHAMBERS
 AW7006  USGS QUAD   -  COVE (1993)
 AW7006
 AW7006                         *CURRENT SURVEY CONTROL
 AW7006  ___________________________________________________________________
 AW7006* NAD 83(1993)-  29 45 41.12214(N)    094 50 57.04488(W)     ADJUSTED  
 AW7006* NAVD 88     -         8.04   (meters)      26.4    (feet)  GPS OBS   
 AW7006  ___________________________________________________________________
 AW7006  X           -    -468,433.244 (meters)                     COMP
 AW7006  Y           -  -5,521,580.844 (meters)                     COMP
 AW7006  Z           -   3,147,433.480 (meters)                     COMP
 AW7006  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW7006  ELLIP HEIGHT-         -19.24  (meters)          (07/24/01) GPS OBS
 AW7006  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW7006
 AW7006  HORZ ORDER  -  FIRST
 AW7006  ELLP ORDER  -  FOURTH    CLASS I
 AW7006
 AW7006.This mark is at R.w.j. Airpark (54TX)  (54TX)
 AW7006
 AW7006.The horizontal coordinates were established by GPS observations
 AW7006.and adjusted by the National Geodetic Survey in May 1997..
 AW7006
 AW7006.The orthometric height was determined by GPS observations and a
 AW7006.high-resolution geoid model.
 AW7006
 AW7006.GPS derived orthometric heights for airport stations designated as
 AW7006.PACS or SACS are published to 2 decimal places.  This maintains
 AW7006.centimeter relative accuracy between the PACS and SACS.  It does
 AW7006.not indicate centimeter accuracy relative to other marks which are
 AW7006.part of the NAVD 88 network.
 AW7006
 AW7006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7006
 AW7006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7006
 AW7006.The ellipsoidal height was determined by GPS observations
 AW7006.and is referenced to NAD 83.
 AW7006
 AW7006.The geoid height was determined by GEOID03.
 AW7006
 AW7006;                    North         East     Units Scale Factor Converg.
 AW7006;SPC TXSC     - 4,220,807.671 1,001,323.683   MT  0.99989085   +2 02 00.7
 AW7006;SPC TXSC     -13,847,766.50  3,285,176.12   sFT  0.99989085   +2 02 00.7
 AW7006;UTM  15      - 3,293,782.024   321,210.034   MT  0.99999442   -0 55 05.4
 AW7006
 AW7006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7006!SPC TXSC     -   1.00000302  x   0.99989085  =   0.99989387
 AW7006!UTM  15      -   1.00000302  x   0.99999442  =   0.99999744
 AW7006
 AW7006:                Primary Azimuth Mark                     Grid Az
 AW7006:SPC TXSC     -  RWJPORT                                  087 09 54.4
 AW7006:UTM  15      -  RWJPORT                                  090 07 00.5
 AW7006
 AW7006|---------------------------------------------------------------------|
 AW7006| PID    Reference Object                     Distance      Geod. Az  |
 AW7006|                                                           dddmmss.s |
 AW7006| AW7005 RWJPORT                             APPROX. 0.7 KM 0891155.1 |
 AW7006|---------------------------------------------------------------------|
 AW7006
 AW7006                          SUPERSEDED SURVEY CONTROL
 AW7006
 AW7006  ELLIP H (05/16/97)  -19.11   (m)                       GP(       ) 4 1
 AW7006  NAD 83(1993)-  29 45 41.12107(N)    094 50 57.04500(W) AD(       ) 3
 AW7006  ELLIP H (02/16/96)  -19.25   (m)                       GP(       ) 5 1
 AW7006  ELLIP H (01/21/93)  -19.27   (m)                       GP(       ) 4 2
 AW7006  NAD 83(1986)-  29 45 41.13628(N)    094 50 57.02721(W) AD(       ) 3
 AW7006  NAD 83(1986)-  29 45 41.13537(N)    094 50 57.02631(W) AD(       ) 3
 AW7006  NGVD 29 (06/12/91)    8.1    (m)           27.     (f) GPS OBS        
 AW7006
 AW7006.Superseded values are not recommended for survey control.
 AW7006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7006.See file dsdata.txt to determine how the superseded data were derived.
 AW7006
 AW7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2121093782(NAD 83)
 AW7006_MARKER: I = METAL ROD
 AW7006_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW7006_SP_SET: OBJECT DRIVEN INTO GROUND
 AW7006_STAMPING: RWJPORT AZ MK 1987
 AW7006_MARK LOGO: NGS   
 AW7006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW7006+STABILITY: POSITION/ELEVATION WELL
 AW7006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7006+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AW7006
 AW7006  HISTORY     - Date     Condition        Report By
 AW7006  HISTORY     - 1987     MONUMENTED       NGS
 AW7006  HISTORY     - 19941215 GOOD             NGS
 AW7006  HISTORY     - 19970412 GOOD             USPSQD
 AW7006  HISTORY     - 20010331 GOOD             NGS
 AW7006  HISTORY     - 20040204 GOOD             USPSQD
 AW7006  HISTORY     - 20050205 GOOD             USPSQD
 AW7006
 AW7006                          STATION DESCRIPTION
 AW7006
 AW7006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW7006'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI)
 AW7006'WEST OF ANAHUAC, 8.0 KM (5.0 MI) EAST OF BAYTOWN, 8.0 KM (5.0 MI)
 AW7006'SOUTH OF INTERSTATE HIGHWAY 10 AND AT THE RWJ AIRPARK.
 AW7006'OWNERSHIP--BUDDY JOHNSON, AIRPORT MANAGER, BOX 1029, BAYTOWN TX
 AW7006'77520, PHONE 713-383-2320.
 AW7006'
 AW7006'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 565 AND FARM
 AW7006'ROAD 2354, ABOUT 8.0 KM (5.0 MI) EAST OF BAYTOWN, GO SOUTHEAST ON
 AW7006'FARM ROAD 2354 FOR 1.9 KM (1.2 MI) TO A T-ROAD.  (FARM ROAD 3180 ON
 AW7006'THE LEFT).  TURN RIGHT, STAYING ON FARM ROAD 2354, AND GO SOUTH FOR
 AW7006'0.6 KM (0.4 MI) TO LAWRENCE DRIVE ON THE LEFT.  TURN LEFT AND GO
 AW7006'EAST FOR 0.6 KM (0.4 MI) TO LAKEVIEW DRIVE ON THE RIGHT.  TURN
 AW7006'RIGHT AND GO SOUTH FOR 1.4 KM (0.9 MI) TO A FORK.  BEAR RIGHT FOR
 AW7006'0.1 KM (0.05 MI), THEN TURN RIGHT ON THE TAXIWAY AND GO WEST FOR
 AW7006'1.0 KM (0.65 MI) TO THE MARK ON THE RIGHT.
 AW7006'
 AW7006'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW7006'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW7006'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW7006'LOGO CAP STAMPED---RWJPORT AZ MK 1987---, THE ROD IS RECESSED 6 CM
 AW7006'BELOW THE GROUND SURFACE.  LOCATED IN THE SOUTHEAST ANGLE OF THE
 AW7006'PAVED RUNWAY AND THE TURF RUNWAY.  IT IS 21.6 METERS (70.9 FT)
 AW7006'SOUTH OF THE CENTER OF THE RUNWAY, 8.8 METERS (28.9 FT) EAST OF THE
 AW7006'EAST EDGE OF A PAVED SECTION OF THE TURF RUNWAY, 8.5 METERS (27.9
 AW7006'FT) NORTH OF THE CENTER OF A MACADAM TAXIWAY AND 6.1 METERS (20.0
 AW7006'FT) SOUTH-SOUTHEAST OF THE EAST END OF A 0.2 METER (0.7 FT) METAL
 AW7006'PIPE CULVERT.
 AW7006'
 AW7006'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW7006'
 AW7006'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW7006'
 AW7006'DESCRIBED BY B.L. LAMBERT.
 AW7006
 AW7006                          STATION RECOVERY (1994)
 AW7006
 AW7006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW7006'RECOVERED AS DESCRIBED.  WITH ADDITIONAL COMMENTS.  STATION IS LOCATED
 AW7006'NEAR MID-FIELD OF RUNWAY 8/26 AND SOD RUNWAY 14/32 AND 17.9 FT (5.5 M)
 AW7006'SOUTH SOUTHEAST OF CARSONITE WITNESS POST.
 AW7006
 AW7006                          STATION RECOVERY (1997)
 AW7006
 AW7006'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW7006'RECOVERED IN GOOD CONDITION.
 AW7006
 AW7006                          STATION RECOVERY (2001)
 AW7006
 AW7006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW7006'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW7006
 AW7006                          STATION RECOVERY (2004)
 AW7006
 AW7006'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7006'N 29 45.685  W 094 50.951
 AW7006
 AW7006                          STATION RECOVERY (2005)
 AW7006
 AW7006'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW7006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2125 ***********************************************************************
 BL2125  DESIGNATION -  RYAN
 BL2125  PID         -  BL2125
 BL2125  STATE/COUNTY-  TX/LIBERTY
 BL2125  USGS QUAD   -  SIMMONS BOTTOM (1984)
 BL2125
 BL2125                         *CURRENT SURVEY CONTROL
 BL2125  ___________________________________________________________________
 BL2125* NAD 83(1993)-  30 13 51.69102(N)    094 57 57.94562(W)     ADJUSTED  
 BL2125* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 BL2125  ___________________________________________________________________
 BL2125  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BL2125  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2125
 BL2125  HORZ ORDER  -  SECOND
 BL2125
 BL2125.The horizontal coordinates were established by classical geodetic methods
 BL2125.and adjusted by the National Geodetic Survey in February 1996..
 BL2125
 BL2125.The orthometric height was scaled from a topographic map.
 BL2125
 BL2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2125
 BL2125.The geoid height was determined by GEOID03.
 BL2125
 BL2125;                    North         East     Units Scale Factor Converg.
 BL2125;SPC TX C     - 3,075,024.685 1,216,445.865   MT  0.99997144   +2 45 52.0
 BL2125;SPC TX C     -10,088,643.49  3,990,956.14   sFT  0.99997144   +2 45 52.0
 BL2125;SPC TXSC     - 4,272,434.188   988,229.009   MT  0.99998531   +1 58 34.5
 BL2125;SPC TXSC     -14,017,144.50  3,242,214.67   sFT  0.99998531   +1 58 34.5
 BL2125;UTM  15      - 3,346,020.121   310,796.909   MT  1.00004166   -0 59 24.7
 BL2125
 BL2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2125!SPC TX C     -   0.99999867  x   0.99997144  =   0.99997011
 BL2125!SPC TXSC     -   0.99999867  x   0.99998531  =   0.99998398
 BL2125!UTM  15      -   0.99999867  x   1.00004166  =   1.00004033
 BL2125
 BL2125|---------------------------------------------------------------------|
 BL2125| PID    Reference Object                     Distance      Geod. Az  |
 BL2125|                                                           dddmmss.s |
 BL2125| CV9173 RYAN RM 1                            27.515 METERS 04414     |
 BL2125| CV9174 RYAN RM 2                            35.672 METERS 14221     |
 BL2125| CV9172 RYAN AZ MK                                         1551559.8 |
 BL2125| BL2187 CLEVELAND MUNICIPAL TANK            APPROX.17.0 KM 3174320.4 |
 BL2125| BL2129 CLEVELAND TEX FOREST SERV LOT       APPROX.10.3 KM 3460404.6 |
 BL2125|---------------------------------------------------------------------|
 BL2125
 BL2125                          SUPERSEDED SURVEY CONTROL
 BL2125
 BL2125  NAD 83(1986)-  30 13 51.70589(N)    094 57 57.92958(W) AD(       ) 2
 BL2125  NAD 27      -  30 13 50.94480(N)    094 57 57.18750(W) AD(       ) 2
 BL2125
 BL2125.Superseded values are not recommended for survey control.
 BL2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2125.See file dsdata.txt to determine how the superseded data were derived.
 BL2125
 BL2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1079746020(NAD 83)
 BL2125_MARKER: DS = TRIANGULATION STATION DISK
 BL2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2125
 BL2125  HISTORY     - Date     Condition        Report By
 BL2125  HISTORY     - 1952     MONUMENTED       CGS
 BL2125
 BL2125                          STATION DESCRIPTION
 BL2125
 BL2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2125'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF DAYTON,
 BL2125'ABOUT 12 MILES SOUTHEAST OF CLEVELAND AND ON THE EAST SIDE OF THE
 BL2125'RYAN CEMETERY.  IT IS 77 FEET NORTHEAST OF THE SOUTHEAST
 BL2125'CORNER OF THE CEMETERY LOT, 68 FEET SOUTH OF THE DRIVEWAY
 BL2125'LEADING INTO THE CEMETERY, 45 FEET WEST OF THE CENTER OF A TRACK
 BL2125'ROAD AND 32 FEET NORTHWEST OF A FENCE CORNER.  IT IS SET
 BL2125'FLUSH AND IS STAMPED RYAN 1952.
 BL2125'
 BL2125'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTER OF A TRACK
 BL2125'ROAD AND 2 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 4 INCHES
 BL2125'AND IS STAMPED RYAN NO 1 1952.
 BL2125'
 BL2125'REFERENCE MARK NO. 2 IS 85 FEET NORTHEAST OF A WIRE GATE
 BL2125'LEADING INTO A PASTURE, 24 FEET EAST OF THE CENTER OF A TRACK
 BL2125'ROAD AND 16 FEET NORTHWEST OF A PINE TREE WITH A TRIANGLE
 BL2125'BLAZE.  IT PROJECTS 3 INCHES AND IS STAMPED RYAN NO 2 1952.
 BL2125'
 BL2125'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 157.57 FEET.
 BL2125'
 BL2125'THE AZIMUTH MARK IS 49 FEET EAST OF THE CENTER OF STATE
 BL2125'HIGHWAY 321, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 BL2125'1.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS 6 INCHES AND
 BL2125'IS STAMPED RYAN 1952.
 BL2125'
 BL2125'TO REACH THE STATION FROM THE CROSSTREET JUST SOUTH OF THE
 BL2125'POST OFFICE IN CLEVELAND GO EAST ON STATE HIGHWAYS 105 AND
 BL2125'321 FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAYS 105
 BL2125'AND 321, CONTINUE EAST AND SOUTH ON STATE HIGHWAY 321 FOR 12.2
 BL2125'MILES TO A T ROAD RIGHT AND THE SIGN RYAN CEMETERY, TURN
 BL2125'RIGHT AND FOLLOW TRACK ROAD WEST AND NORTH FOR 0.15 MILE
 BL2125'TO THE STATION ON THE LEFT AS DESCRIBED.
 BL2125'
 BL2125'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH AND EAST
 BL2125'ON TRACK ROAD FOR 0.15 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BL2125'321, TURN RIGHT AND FOLLOW STATE HIGHWAY 321 SOUTH FOR 0.4 MILE
 BL2125'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0444 ***********************************************************************
 BQ0444  DESIGNATION -  RYAN
 BQ0444  PID         -  BQ0444
 BQ0444  STATE/COUNTY-  TX/PRESIDIO
 BQ0444  USGS QUAD   -  DEER PEAK (1983)
 BQ0444
 BQ0444                         *CURRENT SURVEY CONTROL
 BQ0444  ___________________________________________________________________
 BQ0444* NAD 83(1993)-  30 25 02.78194(N)    104 25 21.89088(W)     ADJUSTED  
 BQ0444* NAVD 88     -      1451.     (meters)    4760.     (feet)  SCALED    
 BQ0444  ___________________________________________________________________
 BQ0444  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 BQ0444  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 BQ0444
 BQ0444  HORZ ORDER  -  SECOND
 BQ0444
 BQ0444.The horizontal coordinates were established by classical geodetic methods
 BQ0444.and adjusted by the National Geodetic Survey in February 1996..
 BQ0444
 BQ0444.The orthometric height was scaled from a topographic map.
 BQ0444
 BQ0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0444
 BQ0444.The geoid height was determined by GEOID03.
 BQ0444
 BQ0444;                    North         East     Units Scale Factor Converg.
 BQ0444;SPC TXSC     - 4,298,481.335    79,148.005   MT  1.00004149   -2 39 24.0
 BQ0444;SPC TXSC     -14,102,600.85    259,671.41   sFT  1.00004149   -2 39 24.0
 BQ0444;SPC TX C     - 3,090,448.577   307,204.168   MT  0.99993331   -2 06 22.6
 BQ0444;SPC TX C     -10,139,246.71  1,007,885.67   sFT  0.99993331   -2 06 22.6
 BQ0444;UTM  13      - 3,365,183.897   555,440.644   MT  0.99963792   +0 17 32.2
 BQ0444
 BQ0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0444!SPC TXSC     -   0.99977576  x   1.00004149  =   0.99981724
 BQ0444!SPC TX C     -   0.99977576  x   0.99993331  =   0.99970908
 BQ0444!UTM  13      -   0.99977576  x   0.99963792  =   0.99941376
 BQ0444
 BQ0444|---------------------------------------------------------------------|
 BQ0444| PID    Reference Object                     Distance      Geod. Az  |
 BQ0444|                                                           dddmmss.s |
 BQ0444| CI0388 RYAN RM 1                             7.312 METERS 04557     |
 BQ0444| CI0389 RYAN RM 2                             6.288 METERS 13426     |
 BQ0444| CI0387 RYAN AZ MK                                         1542301.2 |
 BQ0444| BQ0419 VALENTINE RED SPIRE                 APPROX.20.0 KM 3403617.2 |
 BQ0444| BQ0418 VALENTINE WATER TANK                APPROX.19.4 KM 3410447.7 |
 BQ0444|---------------------------------------------------------------------|
 BQ0444
 BQ0444                          SUPERSEDED SURVEY CONTROL
 BQ0444
 BQ0444  NAD 83(1986)-  30 25 02.77543(N)    104 25 21.89234(W) AD(       ) 2
 BQ0444  NAD 27      -  30 25 02.24100(N)    104 25 20.17100(W) AD(       ) 2
 BQ0444
 BQ0444.Superseded values are not recommended for survey control.
 BQ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0444.See file dsdata.txt to determine how the superseded data were derived.
 BQ0444
 BQ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP5544165184(NAD 83)
 BQ0444_MARKER: DS = TRIANGULATION STATION DISK
 BQ0444_SETTING: 80 = SET IN A BOULDER
 BQ0444_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BQ0444
 BQ0444  HISTORY     - Date     Condition        Report By
 BQ0444  HISTORY     - 1942     MONUMENTED       CGS
 BQ0444
 BQ0444                          STATION DESCRIPTION
 BQ0444
 BQ0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0444'STATION IS LOCATED BY AIR LINE DISTANCES, ABOUT 12 MILES
 BQ0444'SSE OF VALENTINE, 26 MILES NE OF CANDELARIA, 26 MILES WNW OF
 BQ0444'MARFA, 5 MILES SW OF U.S. HIGHWAY 90, AND 2 MILES SW OF THE
 BQ0444'RYAN RANCH.  IT IS ON THE SUMMIT OF A LOW HILL, THE SECOND
 BQ0444'PROMINENT HILL FROM THE N IN THE RANGE OF LOW HILLS ALONG
 BQ0444'THE E SIDE OF CAPOTE CANYON.
 BQ0444'
 BQ0444'STATION IS ABOUT 5 METERS E OF THE W RIM OF THE HILL, AT THE
 BQ0444'HIGHEST PART.  IT IS MARKED BY A STANDARD DISK, STAMPED
 BQ0444'RYAN 1942, CEMENTED IN A DRILL HOLE IN A BOULDER, AND PROJECTS
 BQ0444'ABOUT 4 INCHES ABOVE THE GROUND.
 BQ0444'
 BQ0444'NO UNDERGROUND MARK WAS ESTABLISHED.
 BQ0444'
 BQ0444'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED RYAN NO. 1
 BQ0444'1942, CEMENTED IN A DRILL HOLE IN A BOULDER.
 BQ0444'
 BQ0444'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED RYAN NO. 2
 BQ0444'1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BQ0444'
 BQ0444'THE AZIMUTH MARK IS IN THE SADDLE AT THE END OF TRUCK TRAVEL.
 BQ0444'IT IS ON TOP OF THE RIDGE OF THE SADDLE, ABOUT MIDWAY BETWEEN
 BQ0444'THE STATION HILL AND THE NEXT LOW HILL TO THE S.  MARKED
 BQ0444'BY A STANDARD DISK, STAMPED RYAN 1942, CEMENTED IN A DRILL
 BQ0444'HOLE IN OUTCROPPING BEDROCK.
 BQ0444'
 BQ0444'TO REACH FROM MARFA GO NW ON U.S. HIGHWAY 90 FROM THE TRAFFIC
 BQ0444'LIGHT, TOWARD VALENTINE, 22.6 MILES TO A GATE ON THE LEFT AND
 BQ0444'SIGN RYAN RANCH.  A TRACK ROAD CROSSES RAILROAD ON RIGHT SIDE
 BQ0444'OF HIGHWAY.  TURN LEFT, SW, THROUGH THIS GATE AND FOLLOW
 BQ0444'RANCH ROAD SW 3.4 MILES TO THE RYAN RANCH.  PASS THROUGH A GATE
 BQ0444'AND THEN TURN RIGHT AND GO NW ALONG A LANE ABOUT 100 YARDS
 BQ0444'TO ANOTHER GATE.  PASS THROUGH THIS GATE AND BEAR LEFT ALONG
 BQ0444'FENCE LINE 0.15 MILE TO THE ENTRANCE GATE TO THE RANCH HOUSE.
 BQ0444'CONTINUE W ALONG THE FENCE LINE 0.3 MILE TO FENCE CORNER AND
 BQ0444'A LEFT TURN IN MAIN ROAD.  GO STRAIGHT AHEAD, W, HERE ON A
 BQ0444'DIM TRACK ROAD 2.0 MILES, THEN TURN RIGHT OFF ROAD AND GO W
 BQ0444'ACROSS COUNTRY ABOUT 0.2 MILE TO A LOW SADDLE AT THE S
 BQ0444'END OF THE SECOND LOW HILL FROM THE N.  THIS IS THE END
 BQ0444'OF TRUCK TRAVEL.  PROCEED N ALONG RIDGE ABOUT 1/4 MILE TO
 BQ0444'THE HIGHEST PART OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5360 ***********************************************************************
 AH5360  DESIGNATION -  RYAN ET
 AH5360  PID         -  AH5360
 AH5360  STATE/COUNTY-  TX/LIMESTONE
 AH5360  USGS QUAD   -  BOX CHURCH (1982)
 AH5360
 AH5360                         *CURRENT SURVEY CONTROL
 AH5360  ___________________________________________________________________
 AH5360* NAD 83(1993)-  31 22 32.34232(N)    096 28 53.83182(W)     ADJUSTED  
 AH5360* NAVD 88     -       149.9    (meters)     492.     (feet)  VERTCON   
 AH5360  ___________________________________________________________________
 AH5360  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AH5360  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH5360
 AH5360  HORZ ORDER  -  THIRD
 AH5360
 AH5360.The horizontal coordinates were established by classical geodetic methods
 AH5360.and adjusted by the National Geodetic Survey in July 1998..
 AH5360
 AH5360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5360
 AH5360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5360
 AH5360.The geoid height was determined by GEOID03.
 AH5360
 AH5360;                    North         East     Units Scale Factor Converg.
 AH5360;SPC TX C     - 3,195,793.482 1,066,296.398   MT  0.99990300   +1 59 01.9
 AH5360;SPC TX C     -10,484,865.78  3,498,340.77   sFT  0.99990300   +1 59 01.9
 AH5360;UTM  14      - 3,473,976.282   739,507.780   MT  1.00030760   +1 18 42.5
 AH5360
 AH5360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5360!SPC TX C     -   0.99998047  x   0.99990300  =   0.99988347
 AH5360!UTM  14      -   0.99998047  x   1.00030760  =   1.00028806
 AH5360
 AH5360                          SUPERSEDED SURVEY CONTROL
 AH5360
 AH5360  NGVD 29 (07/28/98)  149.9    (m)          492.     (f) VERT ANG       
 AH5360
 AH5360.Superseded values are not recommended for survey control.
 AH5360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5360.See file dsdata.txt to determine how the superseded data were derived.
 AH5360
 AH5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV3950873976(NAD 83)
 AH5360_MARKER: DS = TRIANGULATION STATION DISK
 AH5360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5360_PROJECTION: FLUSH
 AH5360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5360+STABILITY: SURFACE MOTION
 AH5360
 AH5360  HISTORY     - Date     Condition        Report By
 AH5360  HISTORY     - 1966     MONUMENTED       USGS
 AH5360
 AH5360                          STATION DESCRIPTION
 AH5360
 AH5360'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH5360'LOCATED IN LIMESTONE COUNTY, TEXAS, ABOUT 5 MI. SE. OF THORNTON AND
 AH5360'10.6 MI. SSE. OF GROESBECK ON THE N. SIDE OF FARM HIGHWAY 1246.
 AH5360'STATION IS LOCATED OPPOSITE WHITEHOUSE, 13 FT. S. OF FENCE, 35 FT. N.
 AH5360'OF HIGHWAY AND 43 FT. W. OF DRIVE S. AND TRACK RD. N.
 AH5360'TO REACH FROM THORNTON POST OFFICE, GO SE. ON FARM HIGHWAY 1246 FOR
 AH5360'6.0 MI. TO WHITE HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 AH5360'STATION MARK--STANDARD USGS BRONZE TABLET IN CONCRETE POST PROJECTING
 AH5360'0.1 FT., STAMPED---RYAN ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2126 ***********************************************************************
 BL2126  DESIGNATION -  RYE
 BL2126  PID         -  BL2126
 BL2126  STATE/COUNTY-  TX/LIBERTY
 BL2126  USGS QUAD   -  ROMAYOR (1984)
 BL2126
 BL2126                         *CURRENT SURVEY CONTROL
 BL2126  ___________________________________________________________________
 BL2126* NAD 83(1993)-  30 25 22.78641(N)    094 45 43.17274(W)     ADJUSTED  
 BL2126* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 BL2126  ___________________________________________________________________
 BL2126  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL2126  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL2126
 BL2126  HORZ ORDER  -  SECOND
 BL2126
 BL2126.The horizontal coordinates were established by classical geodetic methods
 BL2126.and adjusted by the National Geodetic Survey in February 1996..
 BL2126
 BL2126.The orthometric height was scaled from a topographic map.
 BL2126
 BL2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2126
 BL2126.The geoid height was determined by GEOID03.
 BL2126
 BL2126;                    North         East     Units Scale Factor Converg.
 BL2126;SPC TX C     - 3,097,244.036 1,235,003.627   MT  0.99993234   +2 52 10.4
 BL2126;SPC TX C     -10,161,541.47  4,051,841.07   sFT  0.99993234   +2 52 10.4
 BL2126;UTM  15      - 3,366,976.183   330,772.149   MT  0.99995330   -0 53 32.8
 BL2126
 BL2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2126!SPC TX C     -   0.99999852  x   0.99993234  =   0.99993086
 BL2126!UTM  15      -   0.99999852  x   0.99995330  =   0.99995182
 BL2126
 BL2126|---------------------------------------------------------------------|
 BL2126| PID    Reference Object                     Distance      Geod. Az  |
 BL2126|                                                           dddmmss.s |
 BL2126| BL0455 F 167                                63.270 METERS 16143     |
 BL2126| BL2128 MOSS HILL TRKLINE GAS CO MAST       APPROX.14.1 KM 1762036.0 |
 BL2126| CV9176 RYE RM 2                             28.948 METERS 24115     |
 BL2126| CV9175 RYE AZ MK                                          2735132.9 |
 BL2126|---------------------------------------------------------------------|
 BL2126
 BL2126                          SUPERSEDED SURVEY CONTROL
 BL2126
 BL2126  NAD 83(1986)-  30 25 22.80129(N)    094 45 43.15894(W) AD(       ) 2
 BL2126  NAD 27      -  30 25 22.06200(N)    094 45 42.42600(W) AD(       ) 2
 BL2126
 BL2126.Superseded values are not recommended for survey control.
 BL2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2126.See file dsdata.txt to determine how the superseded data were derived.
 BL2126
 BL2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3077266976(NAD 83)
 BL2126_MARKER: DS = TRIANGULATION STATION DISK
 BL2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2126
 BL2126  HISTORY     - Date     Condition        Report By
 BL2126  HISTORY     - 1952     MONUMENTED       CGS
 BL2126
 BL2126                          STATION DESCRIPTION
 BL2126
 BL2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2126'THE STATION IS LOCATED ABOUT 26 MILES NORTH OF LIBERTY, ABOUT
 BL2126'1 MILE SOUTH OF RYE, 75 FEET NORTH OF A LONE TELEPHONE POLE,
 BL2126'34 FEET SOUTH OF A TRACK ROAD, 22 FEET NORTHEAST OF A DRIVEWAY
 BL2126'AND 4 FEET SOUTH OF A WITNESS POST.  IT IS SET FLUSH AND
 BL2126'IS STAMPED RYE 1952.
 BL2126'
 BL2126'REFERENCE MARK NO. 1 (BENCH MARK F167) IS 137 FEET SOUTHEAST
 BL2126'OF THE LONE TELEPHONE POLE, 27 FEET SOUTHWEST OF THE YARD
 BL2126'GATE AND 16 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 BL2126'YARD FENCE.  IT IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 BL2126'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST ABOUT 7
 BL2126'INCHES SQUARE.  IT PROJECTS 4 INCHES AND IS STAMPED F167
 BL2126'1934 ELEV 124.488.
 BL2126'
 BL2126'REFERENCE MARK NO. 2 IS 90 FEET WEST NORTHWEST OF THE LONE
 BL2126'TELEPHONE POLE, 60 FEET SOUTH OF A FENCE CORNER AND 1 FOOT
 BL2126'EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 3 INCHES AND
 BL2126'IS STAMPED RYE NO 2 1952.
 BL2126'
 BL2126'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 212.00 FEET.
 BL2126'
 BL2126'THE AZIMUTH MARK IS 56 FEET WEST OF THE CENTER OF STATE
 BL2126'HIGHWAY 146, 30 FEET NORTH OF A FENCE CORNER AND 2 FEET NORTH
 BL2126'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED RYE
 BL2126'1952.
 BL2126'
 BL2126'TO REACH THE STATION FROM THE POST OFFICE IN RYE GO SOUTH
 BL2126'ON STATE HIGHWAY 146 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE
 BL2126'RIGHT AND A T ROAD LEFT, TURN LEFT AND FOLLOW SAND ROAD EAST
 BL2126'FOR 0.25 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1449 ***********************************************************************
 CS1449  DESIGNATION -  RYLIE
 CS1449  PID         -  CS1449
 CS1449  STATE/COUNTY-  TX/DALLAS
 CS1449  USGS QUAD   -  HUTCHINS (1973)
 CS1449
 CS1449                         *CURRENT SURVEY CONTROL
 CS1449  ___________________________________________________________________
 CS1449* NAD 83(1993)-  32 42 05.86506(N)    096 39 24.39928(W)     ADJUSTED  
 CS1449* NAVD 88     -       140.053  (meters)     459.49   (feet)  ADJUSTED  
 CS1449  ___________________________________________________________________
 CS1449  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 CS1449  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CS1449  DYNAMIC HT  -         139.895 (meters)     458.97  (feet)  COMP
 CS1449  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 CS1449
 CS1449  HORZ ORDER  -  FIRST
 CS1449  VERT ORDER  -  SECOND    CLASS 0
 CS1449
 CS1449.The horizontal coordinates were established by classical geodetic methods
 CS1449.and adjusted by the National Geodetic Survey in February 1996..
 CS1449
 CS1449.The orthometric height was determined by differential leveling
 CS1449.and adjusted by the National Geodetic Survey in June 1991..
 CS1449
 CS1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1449
 CS1449.The geoid height was determined by GEOID03.
 CS1449
 CS1449.The dynamic height is computed by dividing the NAVD 88
 CS1449.geopotential number by the normal gravity value computed on the
 CS1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1449.degrees latitude (g = 980.6199 gals.).
 CS1449
 CS1449.The modeled gravity was interpolated from observed gravity values.
 CS1449
 CS1449;                    North         East     Units Scale Factor Converg.
 CS1449;SPC TXNC     - 2,116,283.025   772,804.831   MT  0.99989116   +1 00 19.0
 CS1449;SPC TXNC     - 6,943,171.89  2,535,443.85   sFT  0.99989116   +1 00 19.0
 CS1449;UTM  14      - 3,620,637.783   719,653.553   MT  1.00019497   +1 15 59.3
 CS1449
 CS1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1449!SPC TXNC     -   0.99998210  x   0.99989116  =   0.99987326
 CS1449!UTM  14      -   0.99998210  x   1.00019497  =   1.00017707
 CS1449
 CS1449:                Primary Azimuth Mark                     Grid Az
 CS1449:SPC TXNC     -  MESQUITE MUNICIPAL TANK                  033 31 53.0
 CS1449:UTM  14      -  MESQUITE MUNICIPAL TANK                  033 16 12.7
 CS1449
 CS1449|---------------------------------------------------------------------|
 CS1449| PID    Reference Object                     Distance      Geod. Az  |
 CS1449|                                                           dddmmss.s |
 CS1449| CS2746 MESQUITE MUNICIPAL TANK             APPROX. 8.9 KM 0343212.0 |
 CS1449| CS2770 SEAGOVILLE MUNICIPAL TANK           APPROX.13.0 KM 1222639.9 |
 CS1449| CS2771 SEAGOVILLE FED CORRECT INST TK      APPROX. 9.7 KM 1235746.5 |
 CS1449| CS2804 LANCASTER MUNICIPAL TANK            APPROX.14.8 KM 2171228.0 |
 CS1449| CS2790 HUTCHINS DALLAS CONVAL HOME TK      APPROX. 7.8 KM 2315630.0 |
 CS1449| CS1451 RYLIE RM 2                           48.814 METERS 23346     |
 CS1449| CS2791 PLEASANT GROVE MUNICIPAL TANK       APPROX. 4.2 KM 3252028.4 |
 CS1449| CS2750 RADIO STA KSKY TRANSMITTER TWR      APPROX. 6.5 KM 3263126.9 |
 CS1449| CS2749 BUCKNER ORPHANAGE NORTH TANK        APPROX.10.4 KM 3465125.0 |
 CS1449| AF9156 BUCKNER RESET                       APPROX.10.7 KM 3470618.8 |
 CS1449| CS1452 RYLIE AZ MK                                        3555801.4 |
 CS1449| CS1450 RYLIE RM 1                           41.462 METERS 35754     |
 CS1449|---------------------------------------------------------------------|
 CS1449
 CS1449                          SUPERSEDED SURVEY CONTROL
 CS1449
 CS1449  NAD 83(1986)-  32 42 05.87200(N)    096 39 24.38133(W) AD(       ) 1
 CS1449  NAD 27      -  32 42 05.39800(N)    096 39 23.40600(W) AD(       ) 1
 CS1449  NGVD 29 (??/??/92)  140.069  (m)          459.54   (f) ADJ UNCH    2 0
 CS1449
 CS1449.Superseded values are not recommended for survey control.
 CS1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1449.See file dsdata.txt to determine how the superseded data were derived.
 CS1449
 CS1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1965420638(NAD 83)
 CS1449_MARKER: DS = TRIANGULATION STATION DISK
 CS1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1449_STAMPING: RYLIE 1947
 CS1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1449+STABILITY: SURFACE MOTION
 CS1449
 CS1449  HISTORY     - Date     Condition        Report By
 CS1449  HISTORY     - 1947     MONUMENTED       CGS
 CS1449  HISTORY     - 1947     GOOD             CGS
 CS1449  HISTORY     - 1958     GOOD             CGS
 CS1449  HISTORY     - 1958     GOOD             NGS
 CS1449  HISTORY     - 1960     GOOD             CGS
 CS1449  HISTORY     - 1964     GOOD             CGS
 CS1449  HISTORY     - 1978     GOOD             LOCENG
 CS1449  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CS1449
 CS1449                          STATION DESCRIPTION
 CS1449
 CS1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS1449'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF DALLAS
 CS1449'AND 5.5 MILES SOUTH-SOUTHWEST OF MESQUITE AT THE JUNCTION
 CS1449'OF U.S. HIGHWAY 175 AND AUGUSTINE DRIVE.  IT IS IN THE SOUTHEAST
 CS1449'ANGLE OF THE INTERSECTION, 100 FEET EAST OF AUGUSTINE DRIVE,
 CS1449'66 FEET SOUTH OF THE HIGHWAY AND 6 FEET NORTHEAST OF A 4-INCH
 CS1449'SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS
 CS1449'STAMPED RYLIE 1947 AND IS FLUSH WITH THE SURFACE OF THE
 CS1449'GROUND.
 CS1449'
 CS1449'REFERENCE MARK NO. 1 IS IN THE NORTHEAST ANGLE OF THE INTERSECTION,
 CS1449'64 FEET NORTH OF THE HIGHWAY AND 98 FEET EAST OF AUGUSTINE DRIVE.
 CS1449'IT IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE AND 23 FEET
 CS1449'EAST OF A FENCE CORNER.  IT IS STAMPED RYLIE NO 1 1947 AND IS
 CS1449'FLUSH WITH THE SURFACE OF THE GROUND.
 CS1449'
 CS1449'REFERENCE MARK NO. 2 IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION,
 CS1449'197 FEET SOUTH OF THE HIGHWAY, 31 FEET WEST OF AUGUSTINE
 CS1449'DRIVE AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 CS1449'RYLIE NO 2 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS1449'
 CS1449'THE AZIMUTH MARK IS LOCATED 30 FEET EAST OF THE CENTER OF
 CS1449'AUGUSTINE DRIVE, 10.5 FEET SOUTH OF A TELEPHONE POLE AND 8
 CS1449'FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST
 CS1449'PROJECTING 2 FEET.  IT IS SET IN A NORTH-SOUTH FENCE LINE
 CS1449'ACROSS THE ROAD FROM A SIDE ROAD LEADING WEST.  IT IS STAMPED
 CS1449'RYLIE 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS1449'
 CS1449'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CS1449'175 AND LOOP 12 AT THE SOUTHEAST EDGE OF DALLAS, GO SOUTHEAST
 CS1449'ON U.S. HIGHWAY 175 FOR 1.7 MILE TO THE STATION ON THE RIGHT
 CS1449'AS DESCRIBED.
 CS1449'
 CS1449'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON AUGUSTINE
 CS1449'DRIVE FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CS1449'
 CS1449'A 100 FOOT SIGNAL AT BUCKNER IS VISIBLE AT 50 FEET.
 CS1449'
 CS1449'AN 87 FOOT SIGNAL AT MESQUITE IS VISIBLE AT 50 FEET.
 CS1449'
 CS1449'A 74 FOOT SIGNAL AT HICKORY IS VISIBLE AT 50 FEET.
 CS1449'
 CS1449'AN 87 FOOT SIGNAL AT SEAGO IS VISIBLE AT 50 FEET.
 CS1449'
 CS1449'AN 87 FOOT SIGNAL AT INDIA IS VISIBLE AT 37 FEET.
 CS1449'
 CS1449'AN 87 FOOT SIGNAL AT PRAIRIE IS VISIBLE AT 50 FEET.
 CS1449'
 CS1449'A 74 FOOT SIGNAL AT NEWTON IS VISIBLE AT 37 FEET.
 CS1449'
 CS1449'A 74 FOOT SIGNAL AT HUTCHINS IS VISIBLE AT 37 FEET.
 CS1449'
 CS1449'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS1449
 CS1449                          STATION RECOVERY (1947)
 CS1449
 CS1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS1449'1.0 MI NW FROM RYLIE.
 CS1449'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 175 FROM RYLIE, AT THE
 CS1449'SOUTHEAST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 175 AND AUGUSTINE
 CS1449'DRIVE, 96 FEET SOUTHEAST OF THE CENTER LINE OF AUGUSTINE DRIVE, 63
 CS1449'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 175, 6 FEET EAST OF
 CS1449'A 4X4 MARKER POST.  A BRONZE TRIANGULATION STATION DISK SET IN THE TOP
 CS1449'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CS1449
 CS1449                          STATION RECOVERY (1958)
 CS1449
 CS1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS1449'THE STATION, AZIMUTH MARK AND 2 REFERENCE MARKS WERE RECOVERED
 CS1449'IN GOOD CONDITION AS DESCRIBED.
 CS1449
 CS1449                          STATION RECOVERY (1958)
 CS1449
 CS1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1449'RECOVERED IN GOOD CONDITION.
 CS1449
 CS1449                          STATION RECOVERY (1960)
 CS1449
 CS1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS1449'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CS1449'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 HAS BEEN COVERED
 CS1449'BY NEW LOCATION OF THE HIGHWAY.  DIRECTIONS FOR PROCEEDING
 CS1449'TO STATION SITE ARE CORRECT.
 CS1449
 CS1449                          STATION RECOVERY (1964)
 CS1449
 CS1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 CS1449'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 CS1449'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL
 CS1449'DESCRIPTION.  REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT
 CS1449'FOUND.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARK
 CS1449'FROM THE STATION IS AN AREA WERE TO HIGHWAY HAS BEEN REBUILT.
 CS1449'IT IS BELIEVED THE MARK WAS DESTROYED AT THE TIME OF
 CS1449'CONSTRUCTION.
 CS1449'
 CS1449'ADDITIONAL MEASUREMENTS FOR RECOVERY OF THE MARKS AND THE
 CS1449'TO REACH IS AS FOLLOWS--
 CS1449'
 CS1449'TO REACH THE STATION FROM THE JUNCTION OF LOOP 12 AND U.S.
 CS1449'HIGHWAY 175 AT THE SOUTHEASTERN PART OF DALLAS, GO SOUTHEAST
 CS1449'ON U.S. HIGHWAY 175 FOR 1.85 MILES TO THE STATION IN THE
 CS1449'SOUTHEAST ANGLE OF A ROAD INTERSECTION.
 CS1449'
 CS1449'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON ST
 CS1449'AUGUSTINE DRIVE, FOR 0.2 MILE TO AZIMUTH MARK ON THE RIGHT.
 CS1449'
 CS1449'STATION MARK, A STANDARD DISK STAMPED RYLIE 1947, IS SET IN
 CS1449'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CS1449'THE GROUND.  IT IS 101 FEET EAST OF THE CENTER LINE OF ST
 CS1449'AUGUSTINE DRIVE, 66 FEET SOUTH OF THE CENTER LINE OF THE
 CS1449'SERVICE ROAD, AND 18 FEET WEST-SOUTHWEST OF 2 POWER LINE POLES.
 CS1449'
 CS1449'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RYLIE NO 2
 CS1449'1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS1449'2 INCHES.  IT IS IN THE NORTHEAST CORNER OF A LAWN AT HOUSE
 CS1449'NUMBER 609, 197 FEET SOUTH OF THE SERVICE ROAD, AND 31 FEET
 CS1449'WEST OF THE CENTER LINE OF ST AUGUSTINE DRIVE.
 CS1449'
 CS1449'AZIMUTH MARK, A STANDARD DISK STAMPED RYLIE 1947, IS SET IN A
 CS1449'12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CS1449'IT IS 67 FEET EAST OF A FIRE HYDRANT, 30 FEET EAST OF THE CENTER
 CS1449'LINE OF ST AUGUSTINE DRIVE, 31 FEET NORTH OF A POWER LINE
 CS1449'POLE, 18 FEET NORTHEAST OF THE CENTER OF A SEWER COVER, AND
 CS1449'12 FEET NORTH OF THE EXTENDED CENTER LINE OF SILVER FALK BLVD.
 CS1449
 CS1449                          STATION RECOVERY (1978)
 CS1449
 CS1449'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (DD)
 CS1449'RYLIE 1947 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS1449'
 CS1449'RYLIE NO. 2 1947 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS1449'
 CS1449'AZIMUTH MARK DISC STAMPED RYLIE 1947 HAS BEEN REMOVED FROM CONCRETE
 CS1449'POST.
 CS1449'
 CS1449'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES SOUTH-SOUTHWEST
 CS1449'OF MESQUITE, TEXAS.
 CS1449
 CS1449                          STATION RECOVERY (1986)
 CS1449
 CS1449'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CS1449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1452 ***********************************************************************
 CS1452  DESIGNATION -  RYLIE AZ MK
 CS1452  PID         -  CS1452
 CS1452  STATE/COUNTY-  TX/DALLAS
 CS1452  USGS QUAD   -  HUTCHINS (1973)
 CS1452
 CS1452                         *CURRENT SURVEY CONTROL
 CS1452  ___________________________________________________________________
 CS1452* NAD 83(1986)-  32 42 13.     (N)    096 39 23.     (W)     SCALED    
 CS1452* NAVD 88     -       140.579  (meters)     461.22   (feet)  ADJUSTED  
 CS1452  ___________________________________________________________________
 CS1452  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CS1452  DYNAMIC HT  -         140.420 (meters)     460.69  (feet)  COMP
 CS1452  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 CS1452
 CS1452  VERT ORDER  -  SECOND    CLASS 0
 CS1452
 CS1452.The horizontal coordinates were scaled from a topographic map and have
 CS1452.an estimated accuracy of +/- 6 seconds.
 CS1452
 CS1452.The orthometric height was determined by differential leveling
 CS1452.and adjusted by the National Geodetic Survey in June 1991..
 CS1452
 CS1452.The geoid height was determined by GEOID03.
 CS1452
 CS1452.The dynamic height is computed by dividing the NAVD 88
 CS1452.geopotential number by the normal gravity value computed on the
 CS1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1452.degrees latitude (g = 980.6199 gals.).
 CS1452
 CS1452.The modeled gravity was interpolated from observed gravity values.
 CS1452
 CS1452;                    North         East    Units  Estimated Accuracy
 CS1452;SPC TXNC     - 2,116,500.      772,840.      MT  (+/- 180 meters Scaled)
 CS1452
 CS1452                          SUPERSEDED SURVEY CONTROL
 CS1452
 CS1452  NGVD 29 (??/??/92)  140.59   (m)          461.3    (f) COMPUTED    2 0
 CS1452
 CS1452.Superseded values are not recommended for survey control.
 CS1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1452.See file dsdata.txt to determine how the superseded data were derived.
 CS1452
 CS1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB196208(NAD 83)
 CS1452_MARKER: DZ = AZIMUTH MARK DISK
 CS1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1452_STAMPING: RYLIE 1947
 CS1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1452+STABILITY: SURFACE MOTION
 CS1452
 CS1452  HISTORY     - Date     Condition        Report By
 CS1452  HISTORY     - 1947     MONUMENTED       CGS
 CS1452  HISTORY     - 1958     GOOD             NGS
 CS1452
 CS1452                          STATION DESCRIPTION
 CS1452
 CS1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1452'1.2 MI NW FROM RYLIE.
 CS1452'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 175 FROM RYLIE, THENCE 0.2
 CS1452'MILE NORTHEAST ALONG AUGUSTINE DRIVE TO THE SITE OF THE MARK, AT THE
 CS1452'INTERSECTION OF AUGUSTINE DRIVE AND A SIDE ROAD, 30 FEET SOUTHEAST OF
 CS1452'THE CENTER LINE OF AUGUSTINE DRIVE, 10 FEET SOUTHWEST OF A TELEPHONE
 CS1452'POLE, 8 FEET SOUTHWEST OF A 4X4 MARKER POST, IN A FENCE LINE. A BRONZE
 CS1452'AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CS1452'INCHES ABOVE THE GROUND.
 CS1452
 CS1452                          STATION RECOVERY (1958)
 CS1452
 CS1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1450 ***********************************************************************
 CS1450  DESIGNATION -  RYLIE RM 1
 CS1450  PID         -  CS1450
 CS1450  STATE/COUNTY-  TX/DALLAS
 CS1450  USGS QUAD   -  HUTCHINS (1973)
 CS1450
 CS1450                         *CURRENT SURVEY CONTROL
 CS1450  ___________________________________________________________________
 CS1450* NAD 83(1986)-  32 42 05.     (N)    096 39 24.     (W)     SCALED    
 CS1450* NAVD 88     -       140.040  (meters)     459.45   (feet)  ADJUSTED  
 CS1450  ___________________________________________________________________
 CS1450  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CS1450  DYNAMIC HT  -         139.882 (meters)     458.93  (feet)  COMP
 CS1450  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 CS1450
 CS1450  VERT ORDER  -  SECOND    CLASS 0
 CS1450
 CS1450.The horizontal coordinates were scaled from a topographic map and have
 CS1450.an estimated accuracy of +/- 6 seconds.
 CS1450
 CS1450.The orthometric height was determined by differential leveling
 CS1450.and adjusted by the National Geodetic Survey in June 1991..
 CS1450
 CS1450.The geoid height was determined by GEOID03.
 CS1450
 CS1450.The dynamic height is computed by dividing the NAVD 88
 CS1450.geopotential number by the normal gravity value computed on the
 CS1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1450.degrees latitude (g = 980.6199 gals.).
 CS1450
 CS1450.The modeled gravity was interpolated from observed gravity values.
 CS1450
 CS1450;                    North         East    Units  Estimated Accuracy
 CS1450;SPC TXNC     - 2,116,260.      772,820.      MT  (+/- 180 meters Scaled)
 CS1450
 CS1450                          SUPERSEDED SURVEY CONTROL
 CS1450
 CS1450  NGVD 29 (??/??/92)  140.056  (m)          459.50   (f) ADJ UNCH    2 0
 CS1450
 CS1450.Superseded values are not recommended for survey control.
 CS1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1450.See file dsdata.txt to determine how the superseded data were derived.
 CS1450
 CS1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB196206(NAD 83)
 CS1450_MARKER: DR = REFERENCE MARK DISK
 CS1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1450_STAMPING: RYLIE NO 1 1947
 CS1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1450+STABILITY: SURFACE MOTION
 CS1450
 CS1450  HISTORY     - Date     Condition        Report By
 CS1450  HISTORY     - 1947     MONUMENTED       CGS
 CS1450  HISTORY     - 1958     GOOD             NGS
 CS1450
 CS1450                          STATION DESCRIPTION
 CS1450
 CS1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1450'1.0 MI NW FROM RYLIE.
 CS1450'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 175 FROM RYLIE, AT THE
 CS1450'NORTHEAST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 175 AND AUGUSTINE
 CS1450'DRIVE, 87 FEET SOUTHEAST OF THE CENTER LINE OF AUGUSTINE DRIVE, 57
 CS1450'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 175, 15 FEET
 CS1450'SOUTHEAST OF A POWER POLE, 1 FOOT SOUTHWEST OF A FENCE.  A BRONZE
 CS1450'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 CS1450'INCHES ABOVE THE GROUND.
 CS1450
 CS1450                          STATION RECOVERY (1958)
 CS1450
 CS1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1451 ***********************************************************************
 CS1451  DESIGNATION -  RYLIE RM 2
 CS1451  PID         -  CS1451
 CS1451  STATE/COUNTY-  TX/DALLAS
 CS1451  USGS QUAD   -  HUTCHINS (1973)
 CS1451
 CS1451                         *CURRENT SURVEY CONTROL
 CS1451  ___________________________________________________________________
 CS1451* NAD 83(1986)-  32 42 05.     (N)    096 39 24.     (W)     SCALED    
 CS1451* NAVD 88     -       139.416  (meters)     457.40   (feet)  ADJUSTED  
 CS1451  ___________________________________________________________________
 CS1451  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CS1451  DYNAMIC HT  -         139.259 (meters)     456.89  (feet)  COMP
 CS1451  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 CS1451
 CS1451  VERT ORDER  -  SECOND    CLASS 0
 CS1451
 CS1451.The horizontal coordinates were scaled from a topographic map and have
 CS1451.an estimated accuracy of +/- 6 seconds.
 CS1451
 CS1451.The orthometric height was determined by differential leveling
 CS1451.and adjusted by the National Geodetic Survey in June 1991..
 CS1451
 CS1451.The geoid height was determined by GEOID03.
 CS1451
 CS1451.The dynamic height is computed by dividing the NAVD 88
 CS1451.geopotential number by the normal gravity value computed on the
 CS1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1451.degrees latitude (g = 980.6199 gals.).
 CS1451
 CS1451.The modeled gravity was interpolated from observed gravity values.
 CS1451
 CS1451;                    North         East    Units  Estimated Accuracy
 CS1451;SPC TXNC     - 2,116,260.      772,820.      MT  (+/- 180 meters Scaled)
 CS1451
 CS1451                          SUPERSEDED SURVEY CONTROL
 CS1451
 CS1451  NGVD 29 (??/??/92)  139.43   (m)          457.4    (f) COMPUTED    2 0
 CS1451
 CS1451.Superseded values are not recommended for survey control.
 CS1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1451.See file dsdata.txt to determine how the superseded data were derived.
 CS1451
 CS1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB196206(NAD 83)
 CS1451_MARKER: DR = REFERENCE MARK DISK
 CS1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1451_STAMPING: RYLIE NO 2 1947
 CS1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1451+STABILITY: SURFACE MOTION
 CS1451
 CS1451  HISTORY     - Date     Condition        Report By
 CS1451  HISTORY     - 1947     MONUMENTED       CGS
 CS1451  HISTORY     - 1958     GOOD             NGS
 CS1451
 CS1451                          STATION DESCRIPTION
 CS1451
 CS1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1451'1.0 MI NW FROM RYLIE.
 CS1451'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 175 FROM RYLIE, AT THE
 CS1451'SOUTHWEST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 175 AND AUGUSTINE
 CS1451'DRIVE, 189 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 175, 36
 CS1451'FEET SOUTHWEST OF A POWER POLE, 26 FEET NORTHWEST OF THE CENTER LINE
 CS1451'OF AUGUSTINE DRIVE, IN A FENCE LINE.  A BRONZE REFERENCE MARK DISK SET
 CS1451'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 CS1451'GROUND.
 CS1451
 CS1451                          STATION RECOVERY (1958)
 CS1451
 CS1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1519 ***********************************************************************
 BY1519  DESIGNATION -  S 1
 BY1519  PID         -  BY1519
 BY1519  STATE/COUNTY-  TX/HOUSTON
 BY1519  USGS QUAD   -  FODICE (1963)
 BY1519
 BY1519                         *CURRENT SURVEY CONTROL
 BY1519  ___________________________________________________________________
 BY1519* NAD 83(1986)-  31 14 53.     (N)    095 16 56.     (W)     SCALED    
 BY1519* NAVD 88     -       101.59   (+/-2cm)     333.3    (feet)  VERTCON   
 BY1519  ___________________________________________________________________
 BY1519  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1519
 BY1519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1519
 BY1519.The horizontal coordinates were scaled from a topographic map and have
 BY1519.an estimated accuracy of +/- 6 seconds.
 BY1519
 BY1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1519.The vertical order pertains to the NGVD 29 superseded value.
 BY1519
 BY1519.The geoid height was determined by GEOID03.
 BY1519
 BY1519;                    North         East    Units  Estimated Accuracy
 BY1519;SPC TX C     - 3,186,230.    1,180,930.      MT  (+/- 180 meters Scaled)
 BY1519
 BY1519                          SUPERSEDED SURVEY CONTROL
 BY1519
 BY1519  NGVD 29 (??/??/92)  101.602  (m)          333.34   (f) ADJ UNCH    2 0
 BY1519
 BY1519.Superseded values are not recommended for survey control.
 BY1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1519.See file dsdata.txt to determine how the superseded data were derived.
 BY1519
 BY1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ826593(NAD 83)
 BY1519_MARKER: DD = SURVEY DISK
 BY1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1519_STAMPING: S 1 1948
 BY1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1519+STABILITY: SURFACE MOTION
 BY1519
 BY1519  HISTORY     - Date     Condition        Report By
 BY1519  HISTORY     - 1948     MONUMENTED       USGS
 BY1519  HISTORY     - 1948     GOOD             NGS
 BY1519
 BY1519                          STATION DESCRIPTION
 BY1519
 BY1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1519'9.1 MI NE FROM PENNINGTON.
 BY1519'6.2 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE PENNINGTON BAPTIST
 BY1519'CHURCH AT PENNINGTON, THENCE 2.9 MILES NORTHEAST ALONG AN OLD ROAD
 BY1519'FROM THE SHADY GROVE CHURCH AND NEAR THE JUNCTION OF A DIM ROAD
 BY1519'LEADING SOUTHEAST, 52.4 FEET WEST OF THE INTERSECTION OF THE TRAIL
 BY1519'LEADING SOUTHEAST, 17.5 FEET NORTHEAST OF A TELEPHONE POLE, 17.0 FEET
 BY1519'NORTHWEST OF THE CENTER LINE OF THE OLD ROAD, 8.6 FEET SOUTH OF A
 BY1519'12-INCH PINE HAVING A TRIANGULAR BLAZE, A DISK SET IN THE TOP OF A
 BY1519'CONCRETE POST WHICH PROJECTS 9.0 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2286 ***********************************************************************
 CS2286  DESIGNATION -  S 10
 CS2286  PID         -  CS2286
 CS2286  STATE/COUNTY-  TX/PARKER
 CS2286  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2286
 CS2286                         *CURRENT SURVEY CONTROL
 CS2286  ___________________________________________________________________
 CS2286* NAD 83(1986)-  32 45 32.     (N)    097 47 49.     (W)     SCALED    
 CS2286* NAVD 88     -       320.920  (meters)    1052.88   (feet)  ADJUSTED  
 CS2286  ___________________________________________________________________
 CS2286  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CS2286  DYNAMIC HT  -         320.528 (meters)    1051.60  (feet)  COMP
 CS2286  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 CS2286
 CS2286  VERT ORDER  -  FIRST     CLASS II
 CS2286
 CS2286.The horizontal coordinates were scaled from a topographic map and have
 CS2286.an estimated accuracy of +/- 6 seconds.
 CS2286
 CS2286.The orthometric height was determined by differential leveling
 CS2286.and adjusted by the National Geodetic Survey in June 1991..
 CS2286
 CS2286.The geoid height was determined by GEOID03.
 CS2286
 CS2286.The dynamic height is computed by dividing the NAVD 88
 CS2286.geopotential number by the normal gravity value computed on the
 CS2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2286.degrees latitude (g = 980.6199 gals.).
 CS2286
 CS2286.The modeled gravity was interpolated from observed gravity values.
 CS2286
 CS2286;                    North         East    Units  Estimated Accuracy
 CS2286;SPC TXNC     - 2,121,340.      665,870.      MT  (+/- 180 meters Scaled)
 CS2286
 CS2286                          SUPERSEDED SURVEY CONTROL
 CS2286
 CS2286  NGVD 29 (??/??/92)  320.834  (m)         1052.60   (f) ADJ UNCH    1 2
 CS2286
 CS2286.Superseded values are not recommended for survey control.
 CS2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2286.See file dsdata.txt to determine how the superseded data were derived.
 CS2286
 CS2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB126251(NAD 83)
 CS2286_MARKER: DB = BENCH MARK DISK
 CS2286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2286_SP_SET: BUILDING
 CS2286_STAMPING: EL.1052.688 S 10
 CS2286_MARK LOGO: CGS   
 CS2286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2286
 CS2286  HISTORY     - Date     Condition        Report By
 CS2286  HISTORY     - UNK      MONUMENTED       CGS
 CS2286  HISTORY     - 1952     GOOD             NGS
 CS2286  HISTORY     - 1983     GOOD             NGS
 CS2286  HISTORY     - 19970524 GOOD             USPSQD
 CS2286  HISTORY     - 20020317 GOOD             USPSQD
 CS2286  HISTORY     - 20040327 GOOD             USPSQD
 CS2286
 CS2286                          STATION DESCRIPTION
 CS2286
 CS2286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2286'IN WEATHERFORD.
 CS2286'AT WEATHERFORD, PARKER COUNTY, AT THE COUNTY COURTHOUSE, IN THE EAST
 CS2286'WALL, 4 FEET SOUTH OF THE NORTHEAST CORNERSTONE, AND 3 FEET ABOVE THE
 CS2286'GROUND.  A STANDARD DISK STAMPED E1.1052.688 S 10 AND SET VERTICALLY.
 CS2286
 CS2286                          STATION RECOVERY (1983)
 CS2286
 CS2286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2286'RECOVERED IN GOOD CONDITION.
 CS2286
 CS2286                          STATION RECOVERY (1997)
 CS2286
 CS2286'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2286'RECOVERED IN GOOD CONDITION.
 CS2286
 CS2286                          STATION RECOVERY (2002)
 CS2286
 CS2286'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2286'RECOVERED IN GOOD CONDITION.
 CS2286
 CS2286                          STATION RECOVERY (2004)
 CS2286
 CS2286'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0521 ***********************************************************************
 BY0521  DESIGNATION -  S 100
 BY0521  PID         -  BY0521
 BY0521  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0521  USGS QUAD   -  VEACH (1984)
 BY0521
 BY0521                         *CURRENT SURVEY CONTROL
 BY0521  ___________________________________________________________________
 BY0521* NAD 83(1986)-  31 09 45.     (N)    094 11 36.     (W)     SCALED    
 BY0521* NAVD 88     -        56.57   (+/-2cm)     185.6    (feet)  VERTCON   
 BY0521  ___________________________________________________________________
 BY0521  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0521
 BY0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0521
 BY0521.The horizontal coordinates were scaled from a topographic map and have
 BY0521.an estimated accuracy of +/- 6 seconds.
 BY0521
 BY0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0521.The vertical order pertains to the NGVD 29 superseded value.
 BY0521
 BY0521.The geoid height was determined by GEOID03.
 BY0521
 BY0521;                    North         East    Units  Estimated Accuracy
 BY0521;SPC TX C     - 3,181,970.    1,285,040.      MT  (+/- 180 meters Scaled)
 BY0521
 BY0521                          SUPERSEDED SURVEY CONTROL
 BY0521
 BY0521  NGVD 29 (??/??/92)   56.586  (m)          185.65   (f) ADJ UNCH    2 0
 BY0521
 BY0521.Superseded values are not recommended for survey control.
 BY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0521.See file dsdata.txt to determine how the superseded data were derived.
 BY0521
 BY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ862482(NAD 83)
 BY0521_MARKER: DB = BENCH MARK DISK
 BY0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0521_STAMPING: S 100 1952
 BY0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0521+STABILITY: SURFACE MOTION
 BY0521
 BY0521  HISTORY     - Date     Condition        Report By
 BY0521  HISTORY     - 1952     MONUMENTED       CGS
 BY0521
 BY0521                          STATION DESCRIPTION
 BY0521
 BY0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0521'17.15 MI NW FROM BROOKELAND.
 BY0521'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0521'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0521'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 4.7 MILES
 BY0521'NORTHWEST ALONG FOREST ROAD 304, THENCE 3.65 MILES SOUTHWEST ALONG
 BY0521'FOREST ROAD 318, THENCE 0.7 MILE NORTHWEST ALONG FOREST ROAD 318,
 BY0521'THENCE 1.5 MILES NORTHWEST ALONG A WINDING WOODS ROAD, 15 FEET
 BY0521'SOUTHWEST OF THE CENTER LINE OF A WOODS ROAD, 15 FEET EAST OF THE
 BY0521'CENTER LINE OF ANOTHER WOODS ROAD, 1.5 FEET WEST OF A WITNESS POST,
 BY0521'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BY0521'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0964 ***********************************************************************
 AY0964  DESIGNATION -  S 1000
 AY0964  PID         -  AY0964
 AY0964  STATE/COUNTY-  TX/BEXAR
 AY0964  USGS QUAD   -  CASTLE HILLS (1992)
 AY0964
 AY0964                         *CURRENT SURVEY CONTROL
 AY0964  ___________________________________________________________________
 AY0964* NAD 83(1986)-  29 34 20.     (N)    098 36 06.     (W)     SCALED    
 AY0964* NAVD 88     -       296.360  (meters)     972.31   (feet)  POSTED    
 AY0964  ___________________________________________________________________
 AY0964  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AY0964  DYNAMIC HT  -         295.930 (meters)     970.90  (feet)  COMP
 AY0964  MODELED GRAV-     979,168.2   (mgal)                       NAVD 88
 AY0964
 AY0964  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0964
 AY0964.The horizontal coordinates were scaled from a topographic map and have
 AY0964.an estimated accuracy of +/- 6 seconds.
 AY0964
 AY0964.The orthometric height was determined by differential leveling
 AY0964.and adjusted by the National Geodetic Survey in 1992..
 AY0964.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0964.rate of 0.0 thru 1.0 mm/km.
 AY0964
 AY0964.The geoid height was determined by GEOID03.
 AY0964
 AY0964.The dynamic height is computed by dividing the NAVD 88
 AY0964.geopotential number by the normal gravity value computed on the
 AY0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0964.degrees latitude (g = 980.6199 gals.).
 AY0964
 AY0964.The modeled gravity was interpolated from observed gravity values.
 AY0964
 AY0964;                    North         East    Units  Estimated Accuracy
 AY0964;SPC TXSC     - 4,192,780.      638,590.      MT  (+/- 180 meters Scaled)
 AY0964
 AY0964                          SUPERSEDED SURVEY CONTROL
 AY0964
 AY0964  NGVD 29 (??/??/92)  296.237  (m)          971.90   (f) ADJ UNCH    1 2
 AY0964
 AY0964.Superseded values are not recommended for survey control.
 AY0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0964.See file dsdata.txt to determine how the superseded data were derived.
 AY0964
 AY0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT385714(NAD 83)
 AY0964_MARKER: DB = BENCH MARK DISK
 AY0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0964_STAMPING: S 1000 1953
 AY0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0964+STABILITY: SURFACE MOTION
 AY0964
 AY0964  HISTORY     - Date     Condition        Report By
 AY0964  HISTORY     - 1953     MONUMENTED       CGS
 AY0964  HISTORY     - 1970     MARK NOT FOUND   NGS
 AY0964  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 AY0964
 AY0964                          STATION DESCRIPTION
 AY0964
 AY0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0964'9.3 MI NE FROM SAN ANTONIO.
 AY0964'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM LEON VALLEY SCHOOL AT
 AY0964'SAN ANTONIO, BEXAR COUNTY, THENCE 5.2 MILES NORTHEAST ALONG HAUSMAN
 AY0964'ROAD.  AT THE JUNCTION OF A PRIVATE ROAD, 29 FEET SOUTH OF THE
 AY0964'CENTERLINE OF HAUSMAN ROAD, 14 FEET EAST OF THE CENTERLINE OF THE
 AY0964'PRIVATE ROAD, 10 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF THE
 AY0964'FENCE, AND 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AY0964'DISK, STAMPED S 1000 1953 AND SET IN THE TOP OF A CONCRETE POST
 AY0964'PROJECTING 0.4 FOOT ABOVE GROUND.  IT IS BELIEVED THE MARK MAY HAVE
 AY0964'BEEN DESTROYED WHEN THE HIGHWAY RIGHT-OF-WAY WAS WIDENED OR IS COVERED
 AY0964'OVER WITH DIRT, AS THE PRIVATE DRIVEWAY HAS ALSO BEEN WIDENED.
 AY0964
 AY0964                          STATION RECOVERY (1995)
 AY0964
 AY0964'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0366 ***********************************************************************
 AY0366  DESIGNATION -  S 1002
 AY0366  PID         -  AY0366
 AY0366  STATE/COUNTY-  TX/BEXAR
 AY0366  USGS QUAD   -  ELMENDORF (1992)
 AY0366
 AY0366                         *CURRENT SURVEY CONTROL
 AY0366  ___________________________________________________________________
 AY0366* NAD 83(1986)-  29 20 27.     (N)    098 21 05.     (W)     SCALED    
 AY0366* NAVD 88     -       157.104  (meters)     515.43   (feet)  POSTED    
 AY0366  ___________________________________________________________________
 AY0366  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0366  DYNAMIC HT  -         156.880 (meters)     514.70  (feet)  COMP
 AY0366  MODELED GRAV-     979,191.6   (mgal)                       NAVD 88
 AY0366
 AY0366  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0366
 AY0366.The horizontal coordinates were scaled from a topographic map and have
 AY0366.an estimated accuracy of +/- 6 seconds.
 AY0366
 AY0366.The orthometric height was determined by differential leveling
 AY0366.and adjusted by the National Geodetic Survey in 1992..
 AY0366.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0366.rate of 2.1 thru 3.0 mm/km.
 AY0366
 AY0366.The geoid height was determined by GEOID03.
 AY0366
 AY0366.The dynamic height is computed by dividing the NAVD 88
 AY0366.geopotential number by the normal gravity value computed on the
 AY0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0366.degrees latitude (g = 980.6199 gals.).
 AY0366
 AY0366.The modeled gravity was interpolated from observed gravity values.
 AY0366
 AY0366;                    North         East    Units  Estimated Accuracy
 AY0366;SPC TXSC     - 4,167,250.      662,980.      MT  (+/- 180 meters Scaled)
 AY0366
 AY0366                          SUPERSEDED SURVEY CONTROL
 AY0366
 AY0366  NGVD 29 (??/??/92)  157.002  (m)          515.10   (f) ADJ UNCH    1 2
 AY0366
 AY0366.Superseded values are not recommended for survey control.
 AY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0366.See file dsdata.txt to determine how the superseded data were derived.
 AY0366
 AY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT629459(NAD 83)
 AY0366_MARKER: DB = BENCH MARK DISK
 AY0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0366_STAMPING: S 1002 1953
 AY0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0366+STABILITY: SURFACE MOTION
 AY0366
 AY0366  HISTORY     - Date     Condition        Report By
 AY0366  HISTORY     - 1953     MONUMENTED       CGS
 AY0366  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0366  HISTORY     - 19991103 GOOD             USPSQD
 AY0366  HISTORY     - 20040227 GOOD             USPSQD
 AY0366
 AY0366                          STATION DESCRIPTION
 AY0366
 AY0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0366'4.7 MI E FROM SAN ANTONIO.
 AY0366'2.0 MILES NORTHEAST ALONG W.W. WHITE ROAD FROM THE HIGHLAND SCHOOL AT
 AY0366'SAN ANTONIO, THENCE 1.9 MILES EAST ALONG CACIAS ROAD, THENCE 0.8 MILE
 AY0366'SOUTHEAST ALONG FOSTER ROAD, 20 FEET SOUTHWEST OF THE CENTER LINE OF
 AY0366'FOSTER ROAD, 35 FEET NORTHWEST OF THE NORTHWEST END OF A PIPE CULVERT,
 AY0366'1.3 FEET NORTHEAST OF A FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET
 AY0366'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AY0366'GROUND.
 AY0366
 AY0366                          STATION RECOVERY (1967)
 AY0366
 AY0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0366'MARK NOT FOUND.
 AY0366
 AY0366                          STATION RECOVERY (1999)
 AY0366
 AY0366'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0366'RECOVERED IN GOOD CONDITION.
 AY0366
 AY0366                          STATION RECOVERY (2004)
 AY0366
 AY0366'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1066 ***********************************************************************
 AY1066  DESIGNATION -  S 1003
 AY1066  PID         -  AY1066
 AY1066  STATE/COUNTY-  TX/KENDALL
 AY1066  USGS QUAD   -  BOERNE (1982)
 AY1066
 AY1066                         *CURRENT SURVEY CONTROL
 AY1066  ___________________________________________________________________
 AY1066* NAD 83(1986)-  29 48 37.     (N)    098 38 12.     (W)     SCALED    
 AY1066* NAVD 88     -       438.415  (meters)    1438.37   (feet)  ADJUSTED  
 AY1066  ___________________________________________________________________
 AY1066  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AY1066  DYNAMIC HT  -         437.779 (meters)    1436.28  (feet)  COMP
 AY1066  MODELED GRAV-     979,177.4   (mgal)                       NAVD 88
 AY1066
 AY1066  VERT ORDER  -  SECOND    CLASS 0
 AY1066
 AY1066.The horizontal coordinates were scaled from a topographic map and have
 AY1066.an estimated accuracy of +/- 6 seconds.
 AY1066
 AY1066.The orthometric height was determined by differential leveling
 AY1066.and adjusted by the National Geodetic Survey in June 1991..
 AY1066
 AY1066.The geoid height was determined by GEOID03.
 AY1066
 AY1066.The dynamic height is computed by dividing the NAVD 88
 AY1066.geopotential number by the normal gravity value computed on the
 AY1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1066.degrees latitude (g = 980.6199 gals.).
 AY1066
 AY1066.The modeled gravity was interpolated from observed gravity values.
 AY1066
 AY1066;                    North         East    Units  Estimated Accuracy
 AY1066;SPC TXSC     - 4,219,160.      635,120.      MT  (+/- 180 meters Scaled)
 AY1066
 AY1066                          SUPERSEDED SURVEY CONTROL
 AY1066
 AY1066  NGVD 29 (??/??/92)  438.312  (m)         1438.03   (f) ADJ UNCH    2 0
 AY1066
 AY1066.Superseded values are not recommended for survey control.
 AY1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1066.See file dsdata.txt to determine how the superseded data were derived.
 AY1066
 AY1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT351978(NAD 83)
 AY1066_MARKER: DB = BENCH MARK DISK
 AY1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1066_STAMPING: S 1003 1953
 AY1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1066+STABILITY: SURFACE MOTION
 AY1066
 AY1066  HISTORY     - Date     Condition        Report By
 AY1066  HISTORY     - 1953     MONUMENTED       CGS
 AY1066  HISTORY     - 1964     POOR             USGS
 AY1066  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1066  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY1066
 AY1066                          STATION DESCRIPTION
 AY1066
 AY1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1066'4.1 MI W FROM BERGHEIM.
 AY1066'4.1 MILES WEST ALONG FARM ROAD 475 FROM THE POST OFFICE AT BERGHEIM,
 AY1066'54 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 48 FEET EAST OF THE
 AY1066'CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 2 FEET SOUTH OF A FENCE,
 AY1066'2.6 FEET WEST OF A WITNESS POST, 1.0 MILE EAST OF BENCH MARK R 1003,
 AY1066'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AY1066'GROUND.
 AY1066
 AY1066                          STATION RECOVERY (1964)
 AY1066
 AY1066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1066'MARK RECOVERED IN POOR CONDITION.
 AY1066
 AY1066                          STATION RECOVERY (1990)
 AY1066
 AY1066'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1066'MARK NOT FOUND.
 AY1066
 AY1066                          STATION RECOVERY (1994)
 AY1066
 AY1066'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1083 ***********************************************************************
 AY1083  DESIGNATION -  S 1004
 AY1083  PID         -  AY1083
 AY1083  STATE/COUNTY-  TX/KENDALL
 AY1083  USGS QUAD   -  RANGER CREEK (1982)
 AY1083
 AY1083                         *CURRENT SURVEY CONTROL
 AY1083  ___________________________________________________________________
 AY1083* NAD 83(1986)-  29 45 51.     (N)    098 47 26.     (W)     SCALED    
 AY1083* NAVD 88     -       496.524  (meters)    1629.01   (feet)  ADJUSTED  
 AY1083  ___________________________________________________________________
 AY1083  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AY1083  DYNAMIC HT  -         495.797 (meters)    1626.63  (feet)  COMP
 AY1083  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 AY1083
 AY1083  VERT ORDER  -  SECOND    CLASS 0
 AY1083
 AY1083.The horizontal coordinates were scaled from a topographic map and have
 AY1083.an estimated accuracy of +/- 6 seconds.
 AY1083
 AY1083.The orthometric height was determined by differential leveling
 AY1083.and adjusted by the National Geodetic Survey in June 1991..
 AY1083
 AY1083.The geoid height was determined by GEOID03.
 AY1083
 AY1083.The dynamic height is computed by dividing the NAVD 88
 AY1083.geopotential number by the normal gravity value computed on the
 AY1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1083.degrees latitude (g = 980.6199 gals.).
 AY1083
 AY1083.The modeled gravity was interpolated from observed gravity values.
 AY1083
 AY1083;                    North         East    Units  Estimated Accuracy
 AY1083;SPC TXSC     - 4,214,010.      620,250.      MT  (+/- 180 meters Scaled)
 AY1083
 AY1083                          SUPERSEDED SURVEY CONTROL
 AY1083
 AY1083  NGVD 29 (??/??/92)  496.420  (m)         1628.67   (f) ADJ UNCH    2 0
 AY1083
 AY1083.Superseded values are not recommended for survey control.
 AY1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1083.See file dsdata.txt to determine how the superseded data were derived.
 AY1083
 AY1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT202926(NAD 83)
 AY1083_MARKER: DB = BENCH MARK DISK
 AY1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1083_STAMPING: S 1004 1953
 AY1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1083+STABILITY: SURFACE MOTION
 AY1083
 AY1083  HISTORY     - Date     Condition        Report By
 AY1083  HISTORY     - 1953     MONUMENTED       CGS
 AY1083  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1083  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY1083
 AY1083                          STATION DESCRIPTION
 AY1083
 AY1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1083'5.25 MI SW FROM BOERNE.
 AY1083'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1083'THENCE 4.35 MILES SOUTHWEST ALONG A FARM ROAD WHICH IS NOW UNDER
 AY1083'CONSTRUCTION, ON THE OUTSIDE OF A CURVE IN THE ROAD, 40 FEET NORTHWEST
 AY1083'OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTHWEST OF A TELEPHONE POLE,
 AY1083'2 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET
 AY1083'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AY1083'GROUND.
 AY1083
 AY1083                          STATION RECOVERY (1990)
 AY1083
 AY1083'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1083'MARK NOT FOUND.
 AY1083
 AY1083                          STATION RECOVERY (1994)
 AY1083
 AY1083'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3717 ***********************************************************************
 AW3717  DESIGNATION -  S 1006
 AW3717  PID         -  AW3717
 AW3717  STATE/COUNTY-  TX/HARRIS
 AW3717  USGS QUAD   -  PARK PLACE (1995)
 AW3717
 AW3717                         *CURRENT SURVEY CONTROL
 AW3717  ___________________________________________________________________
 AW3717* NAD 83(1986)-  29 43 27.     (N)    095 15 55.     (W)     SCALED    
 AW3717* NAVD 88     -         4.51   (+/-2cm)      14.8    (feet)  VERTCON   
 AW3717  ___________________________________________________________________
 AW3717  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3717
 AW3717  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3717
 AW3717.The horizontal coordinates were scaled from a topographic map and have
 AW3717.an estimated accuracy of +/- 6 seconds.
 AW3717
 AW3717.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3717.The vertical order pertains to the NGVD 29 superseded value.
 AW3717
 AW3717.The geoid height was determined by GEOID03.
 AW3717
 AW3717;                    North         East    Units  Estimated Accuracy
 AW3717;SPC TXSC     - 4,215,320.      961,240.      MT  (+/- 180 meters Scaled)
 AW3717
 AW3717                          SUPERSEDED SURVEY CONTROL
 AW3717
 AW3717  NGVD 29 (??/??/92)    4.505  (m)           14.78   (f) ADJ UNCH    1 2
 AW3717
 AW3717.Superseded values are not recommended for survey control.
 AW3717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3717.See file dsdata.txt to determine how the superseded data were derived.
 AW3717
 AW3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN808903(NAD 83)
 AW3717_MARKER: DD = SURVEY DISK
 AW3717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3717_SP_SET: RETAINING WALL
 AW3717_STAMPING: S 1006 1953
 AW3717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3717
 AW3717  HISTORY     - Date     Condition        Report By
 AW3717  HISTORY     - 1953     MONUMENTED       CGS
 AW3717  HISTORY     - 1964     GOOD             NGS
 AW3717  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 AW3717
 AW3717                          STATION DESCRIPTION
 AW3717
 AW3717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3717'4.05 MI W FROM PASADENA.
 AW3717'ABOUT 2.3 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH END
 AW3717'OF THE WASHBURN TUNNEL AT PASADENA, THENCE 0.45 MILE WEST ACROSS THE
 AW3717'CHANNEL, THENCE 1.3 MILES NORTHWEST ALONG THE SOUTHWEST SIDE OF THE
 AW3717'CHANNEL, ON PROPERTY BELONGING TO THE GENERAL MILLS FLOUR COMPANY,
 AW3717'ABOUT 0.15 MILE NORTHWEST OF A GROUP OF LARGE ROUND ELEVATORS, 50 FEET
 AW3717'SOUTHEAST OF THE NORTHEAST EDGE OF A BULKHEAD AT THE HIGH WATER LINE,
 AW3717'18 1/2 FEET NORTHEAST OF THE NORTHEAST WALL OF A LARGE METAL
 AW3717'WAREHOUSE, SET IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE
 AW3717'RETAINING WALL OF A DOCK ON THE NORTHEAST SIDE OF THE WAREHOUSE, AND
 AW3717'ABOUT 6 INCHES ABOVE THE DOCK.
 AW3717
 AW3717                          STATION RECOVERY (1996)
 AW3717
 AW3717'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0880 ***********************************************************************
 AW0880  DESIGNATION -  S 1007
 AW0880  PID         -  AW0880
 AW0880  STATE/COUNTY-  TX/HARRIS
 AW0880  USGS QUAD   -  PARK PLACE (1995)
 AW0880
 AW0880                         *CURRENT SURVEY CONTROL
 AW0880  ___________________________________________________________________
 AW0880* NAD 83(1986)-  29 44 47.     (N)    095 17 38.     (W)     SCALED    
 AW0880* NAVD 88     -         5.834  (meters)      19.14   (feet)  ADJUSTED  
 AW0880  ___________________________________________________________________
 AW0880  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW0880  DYNAMIC HT  -           5.826 (meters)      19.11  (feet)  COMP
 AW0880  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 AW0880
 AW0880  VERT ORDER  -  FIRST     CLASS II
 AW0880
 AW0880.The horizontal coordinates were scaled from a topographic map and have
 AW0880.an estimated accuracy of +/- 6 seconds.
 AW0880
 AW0880.The orthometric height was determined by differential leveling
 AW0880.and adjusted by the National Geodetic Survey in June 1991..
 AW0880
 AW0880.The geoid height was determined by GEOID03.
 AW0880
 AW0880.The dynamic height is computed by dividing the NAVD 88
 AW0880.geopotential number by the normal gravity value computed on the
 AW0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0880.degrees latitude (g = 980.6199 gals.).
 AW0880
 AW0880.The modeled gravity was interpolated from observed gravity values.
 AW0880
 AW0880;                    North         East    Units  Estimated Accuracy
 AW0880;SPC TXSC     - 4,217,700.      958,400.      MT  (+/- 180 meters Scaled)
 AW0880
 AW0880                          SUPERSEDED SURVEY CONTROL
 AW0880
 AW0880  NGVD 29 (12/23/87)    5.830  (m)           19.13   (f) ADJUSTED    1 2
 AW0880
 AW0880.Superseded values are not recommended for survey control.
 AW0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0880.See file dsdata.txt to determine how the superseded data were derived.
 AW0880
 AW0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN781928(NAD 83)
 AW0880_MARKER: DB = BENCH MARK DISK
 AW0880_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0880_SP_SET: BRIDGE PIER
 AW0880_STAMPING: S 1007 1954
 AW0880_MARK LOGO: CGS   
 AW0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0880+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 AW0880
 AW0880  HISTORY     - Date     Condition        Report By
 AW0880  HISTORY     - 1954     MONUMENTED       CGS
 AW0880  HISTORY     - 1973     GOOD             NGS
 AW0880  HISTORY     - 1978     GOOD             NGS
 AW0880  HISTORY     - 1986     GOOD             NGS
 AW0880  HISTORY     - 1987     GOOD             USPSQD
 AW0880  HISTORY     - 1987     GOOD             USPSQD
 AW0880  HISTORY     - 1989     GOOD             USPSQD
 AW0880  HISTORY     - 19950624 GOOD             USPSQD
 AW0880  HISTORY     - 20040707 GOOD             USPSQD
 AW0880  HISTORY     - 20050721 GOOD             USPSQD
 AW0880
 AW0880                          STATION DESCRIPTION
 AW0880
 AW0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0880'1.25 MI SW FROM HOUSTON.
 AW0880'ABOUT 0.7 MILE WEST ALONG A PAVED ROAD FROM THE PORT TERMINAL BUILDING
 AW0880'AT HOUSTON TURNING BASIN, THENCE 0.55 MILE SOUTH ALONG THE SOUTHERN
 AW0880'PACIFIC RAILROAD, ABOUT 62 YARDS NORTHWEST OF THE NORTHWEST CORNER OF
 AW0880'THE PORT HOUSTON IRON WORKS, INC. BUILDING, 63 FEET SOUTH OF THE SOUTH
 AW0880'END OF A STEEL BRIDGE OVER BUFFAL BAYOU, 26 FEET NORTH OF THE CENTER
 AW0880'LINE OF SOUTH HARBOR DRIVE, SET VERTICALLY IN THE EAST FACE OF THE
 AW0880'CONCRETE PIER OF THE SOUTH HARBOR DR. UNDERPASS, AND ABOUT 4 FEET
 AW0880'ABOVE THE LEVEL OF THE DRIVE.
 AW0880
 AW0880                          STATION RECOVERY (1978)
 AW0880
 AW0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0880'RECOVERED IN GOOD CONDITION.
 AW0880
 AW0880                          STATION RECOVERY (1986)
 AW0880
 AW0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0880'RECOVERED IN GOOD CONDITION.
 AW0880
 AW0880                          STATION RECOVERY (1987)
 AW0880
 AW0880'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0880'RECOVERED IN GOOD CONDITION.
 AW0880
 AW0880                          STATION RECOVERY (1987)
 AW0880
 AW0880'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0880'RECOVERED IN GOOD CONDITION.
 AW0880
 AW0880                          STATION RECOVERY (1989)
 AW0880
 AW0880'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0880'RECOVERED IN GOOD CONDITION.
 AW0880
 AW0880                          STATION RECOVERY (1995)
 AW0880
 AW0880'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0880'RECOVERED IN GOOD CONDITION.
 AW0880
 AW0880                          STATION RECOVERY (2004)
 AW0880
 AW0880'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0880'RECOVERED IN GOOD CONDITION.
 AW0880
 AW0880                          STATION RECOVERY (2005)
 AW0880
 AW0880'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1809 ***********************************************************************
 AW1809  DESIGNATION -  S 1008 RESET
 AW1809  PID         -  AW1809
 AW1809  STATE/COUNTY-  TX/HARRIS
 AW1809  USGS QUAD   -  SATSUMA (1982)
 AW1809
 AW1809                         *CURRENT SURVEY CONTROL
 AW1809  ___________________________________________________________________
 AW1809* NAD 83(1986)-  29 53 49.     (N)    095 35 40.     (W)     SCALED    
 AW1809* NAVD 88     -        35.775  (meters)     117.37   (feet)  ADJUSTED  
 AW1809  ___________________________________________________________________
 AW1809  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW1809  DYNAMIC HT  -          35.726 (meters)     117.21  (feet)  COMP
 AW1809  MODELED GRAV-     979,287.8   (mgal)                       NAVD 88
 AW1809  OBS GRAVITY -     979,288.0   (mgal)                       GRAV_OBS
 AW1809
 AW1809  VERT ORDER  -  FIRST     CLASS II
 AW1809
 AW1809.The horizontal coordinates were scaled from a topographic map and have
 AW1809.an estimated accuracy of +/- 6 seconds.
 AW1809
 AW1809.The orthometric height was determined by differential leveling
 AW1809.and adjusted by the National Geodetic Survey in June 1991..
 AW1809
 AW1809.The geoid height was determined by GEOID03.
 AW1809
 AW1809.The dynamic height is computed by dividing the NAVD 88
 AW1809.geopotential number by the normal gravity value computed on the
 AW1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1809.degrees latitude (g = 980.6199 gals.).
 AW1809
 AW1809.The modeled gravity was interpolated from observed gravity values.
 AW1809.The observed gravity was obtained from relative gravimeter ties
 AW1809.to the IGSN71 gravity network.
 AW1809
 AW1809;                    North         East    Units  Estimated Accuracy
 AW1809;SPC TXSC     - 4,233,490.      928,850.      MT  (+/- 180 meters Scaled)
 AW1809
 AW1809                          SUPERSEDED SURVEY CONTROL
 AW1809
 AW1809  NGVD 29 (12/23/87)   35.768  (m)          117.35   (f) ADJUSTED    1 2
 AW1809
 AW1809.Superseded values are not recommended for survey control.
 AW1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1809.See file dsdata.txt to determine how the superseded data were derived.
 AW1809
 AW1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP494101(NAD 83)
 AW1809_MARKER: DB = BENCH MARK DISK
 AW1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1809_SP_SET: CONCRETE POST
 AW1809_STAMPING: S 1008 RESET 1963
 AW1809_MARK LOGO: CGS   
 AW1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1809+STABILITY: SURFACE MOTION
 AW1809
 AW1809  HISTORY     - Date     Condition        Report By
 AW1809  HISTORY     - 1963     MONUMENTED       CGS
 AW1809  HISTORY     - 1973     GOOD             NGS
 AW1809  HISTORY     - 1974     GOOD             DOD
 AW1809  HISTORY     - 1978     GOOD             NGS
 AW1809  HISTORY     - 1986     GOOD             NGS
 AW1809  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW1809  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1809
 AW1809                          STATION DESCRIPTION
 AW1809
 AW1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1809'4.2 MI NW FROM FAIRBANKS.
 AW1809'ABOUT 4.2 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1809'FAIRBANKS, 10 RAILS SOUTHEAST OF A ROAD CROSSING OVER SOUTHERN PACIFIC
 AW1809'RAILROAD, 0.25 MILE NORTHWEST OF A LARGE RICE DRIER AND ELEVATOR, 85
 AW1809'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE OF THE
 AW1809'HIGHWAY, 43 FEET NORTH OF AND ACROSS FROM THE TRACK FROM MILE POST 18,
 AW1809'10 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.7 FEET SOUTHWEST OF A METAL
 AW1809'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW1809'GROUND.
 AW1809
 AW1809                          STATION RECOVERY (1974)
 AW1809
 AW1809'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 AW1809'RECOVERED IN GOOD CONDITION.
 AW1809
 AW1809                          STATION RECOVERY (1978)
 AW1809
 AW1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1809'RECOVERED IN GOOD CONDITION.
 AW1809
 AW1809                          STATION RECOVERY (1986)
 AW1809
 AW1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1809'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.8 KM (4.2 MI)
 AW1809'NORTHWESTERLY ALONG HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1809'FAIRBANKS.
 AW1809
 AW1809                          STATION RECOVERY (1991)
 AW1809
 AW1809'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1809'MARK NOT FOUND.
 AW1809
 AW1809                          STATION RECOVERY (1994)
 AW1809
 AW1809'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1906 ***********************************************************************
 AW1906  DESIGNATION -  S 1009
 AW1906  PID         -  AW1906
 AW1906  STATE/COUNTY-  TX/HARRIS
 AW1906  USGS QUAD   -  WARREN LAKE (1980)
 AW1906
 AW1906                         *CURRENT SURVEY CONTROL
 AW1906  ___________________________________________________________________
 AW1906* NAD 83(1986)-  29 57 04.     (N)    095 48 30.     (W)     SCALED    
 AW1906* NAVD 88     -        47.916  (meters)     157.20   (feet)  ADJUSTED  
 AW1906  ___________________________________________________________________
 AW1906  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW1906  DYNAMIC HT  -          47.851 (meters)     156.99  (feet)  COMP
 AW1906  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 AW1906
 AW1906  VERT ORDER  -  FIRST     CLASS II
 AW1906
 AW1906.The horizontal coordinates were scaled from a topographic map and have
 AW1906.an estimated accuracy of +/- 6 seconds.
 AW1906
 AW1906.The orthometric height was determined by differential leveling
 AW1906.and adjusted by the National Geodetic Survey in June 1991..
 AW1906
 AW1906.The geoid height was determined by GEOID03.
 AW1906
 AW1906.The dynamic height is computed by dividing the NAVD 88
 AW1906.geopotential number by the normal gravity value computed on the
 AW1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1906.degrees latitude (g = 980.6199 gals.).
 AW1906
 AW1906.The modeled gravity was interpolated from observed gravity values.
 AW1906
 AW1906;                    North         East    Units  Estimated Accuracy
 AW1906;SPC TXSC     - 4,238,910.      908,040.      MT  (+/- 180 meters Scaled)
 AW1906
 AW1906                          SUPERSEDED SURVEY CONTROL
 AW1906
 AW1906  NGVD 29 (12/23/87)   47.908  (m)          157.18   (f) ADJUSTED    1 2
 AW1906
 AW1906.Superseded values are not recommended for survey control.
 AW1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1906.See file dsdata.txt to determine how the superseded data were derived.
 AW1906
 AW1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289166(NAD 83)
 AW1906_MARKER: DB = BENCH MARK DISK
 AW1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1906_SP_SET: CONCRETE POST
 AW1906_STAMPING: S 1009 1954
 AW1906_MARK LOGO: CGS   
 AW1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1906+STABILITY: SURFACE MOTION
 AW1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1906+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW1906
 AW1906  HISTORY     - Date     Condition        Report By
 AW1906  HISTORY     - 1954     MONUMENTED       CGS
 AW1906  HISTORY     - 1973     GOOD             NGS
 AW1906  HISTORY     - 1978     GOOD             NGS
 AW1906  HISTORY     - 1986     GOOD             NGS
 AW1906  HISTORY     - 1987     GOOD             USPSQD
 AW1906  HISTORY     - 1987     GOOD             USPSQD
 AW1906  HISTORY     - 19931106 GOOD             USPSQD
 AW1906  HISTORY     - 20041013 GOOD             USPSQD
 AW1906  HISTORY     - 20051026 GOOD             USPSQD
 AW1906
 AW1906                          STATION DESCRIPTION
 AW1906
 AW1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1906'6.75 MI SE FROM HOCKLEY.
 AW1906'ABOUT 2 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF US
 AW1906'HIGHWAY 290 AND HEGAR RD., THENCE 4.75 MILES SOUTH ALONG KATY-HOCKLEY
 AW1906'RD., ABOUT 37.6 FEET WEST OF THE CENTER LINE OF THE ROAD, 17.9 FEET
 AW1906'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 7.4 FEET WEST
 AW1906'OF A POWER POLE, 1.1 FEET NORTH OF A METAL WITNESS POST 2 FEET BELOW
 AW1906'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW1906'PROJECTING 0.2 FOOT.
 AW1906
 AW1906                          STATION RECOVERY (1978)
 AW1906
 AW1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1906'RECOVERED IN GOOD CONDITION.
 AW1906
 AW1906                          STATION RECOVERY (1986)
 AW1906
 AW1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1906'RECOVERED IN GOOD CONDITION.
 AW1906
 AW1906                          STATION RECOVERY (1987)
 AW1906
 AW1906'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1906'RECOVERED IN GOOD CONDITION.
 AW1906
 AW1906                          STATION RECOVERY (1987)
 AW1906
 AW1906'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1906'RECOVERED IN GOOD CONDITION.
 AW1906
 AW1906                          STATION RECOVERY (1993)
 AW1906
 AW1906'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1906'RECOVERED IN GOOD CONDITION.
 AW1906
 AW1906                          STATION RECOVERY (2004)
 AW1906
 AW1906'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1906'RECOVERED IN GOOD CONDITION.
 AW1906
 AW1906                          STATION RECOVERY (2005)
 AW1906
 AW1906'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1906'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2122 ***********************************************************************
 BX2122  DESIGNATION -  S 101
 BX2122  PID         -  BX2122
 BX2122  STATE/COUNTY-  TX/JASPER
 BX2122  USGS QUAD   -  HARRISBURG (1984)
 BX2122
 BX2122                         *CURRENT SURVEY CONTROL
 BX2122  ___________________________________________________________________
 BX2122* NAD 83(1986)-  31 00 51.     (N)    093 58 40.     (W)     SCALED    
 BX2122* NAVD 88     -        97.92   (+/-2cm)     321.3    (feet)  VERTCON   
 BX2122  ___________________________________________________________________
 BX2122  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BX2122
 BX2122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2122
 BX2122.The horizontal coordinates were scaled from a topographic map and have
 BX2122.an estimated accuracy of +/- 6 seconds.
 BX2122
 BX2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2122.The vertical order pertains to the NGVD 29 superseded value.
 BX2122
 BX2122.The geoid height was determined by GEOID03.
 BX2122
 BX2122;                    North         East    Units  Estimated Accuracy
 BX2122;SPC TX C     - 3,166,710.    1,306,490.      MT  (+/- 180 meters Scaled)
 BX2122
 BX2122                          SUPERSEDED SURVEY CONTROL
 BX2122
 BX2122  NGVD 29 (??/??/??)   97.915  (m)          321.24   (f) ADJUSTED    2 0
 BX2122
 BX2122.Superseded values are not recommended for survey control.
 BX2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2122.See file dsdata.txt to determine how the superseded data were derived.
 BX2122
 BX2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ066315(NAD 83)
 BX2122_MARKER: DB = BENCH MARK DISK
 BX2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2122_STAMPING: S 101 1952
 BX2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2122+STABILITY: SURFACE MOTION
 BX2122
 BX2122  HISTORY     - Date     Condition        Report By
 BX2122  HISTORY     - 1952     MONUMENTED       CGS
 BX2122  HISTORY     - 1979     MARK NOT FOUND   NGS
 BX2122  HISTORY     - 1979     GOOD             USGS
 BX2122
 BX2122                          STATION DESCRIPTION
 BX2122
 BX2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2122'6.2 MI N FROM JASPER.
 BX2122'6.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BX2122'THE STATION AT JASPER, 5 1/2 POLES SOUTH OF MILEPOST 80, 116 FEET WEST
 BX2122'OF THE WEST RAIL, 69 FEET WEST OF A FENCE, 19 FEET SOUTH OF THE CENTER
 BX2122'LINE OF A DIM WOODS ROAD, 13 FEET WEST OF AN 18 INCH PINE TREE, 1.3
 BX2122'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX2122'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX2122
 BX2122                          STATION RECOVERY (1979)
 BX2122
 BX2122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2122'MARK NOT FOUND.
 BX2122
 BX2122                          STATION RECOVERY (1979)
 BX2122
 BX2122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX2122'6.2 MILES NORTH ALONG THE AT AND SF RAILWAY FROM THE STATION AT
 BX2122'JASPER, JASPER COUNTY, 116 FEET WEST OF THE WEST RAIL, 18 FEET SOUTH
 BX2122'OF THE CENTERLINE OF AN ABANDONED WOODS ROAD AND 1.3 FEET EAST OF A
 BX2122'WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED S 101 1952 AND
 BX2122'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1830 ***********************************************************************
 AW1830  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1830  DESIGNATION -  S 1010
 AW1830  PID         -  AW1830
 AW1830  STATE/COUNTY-  TX/HARRIS
 AW1830  USGS QUAD   -  CYPRESS (1995)
 AW1830
 AW1830                         *CURRENT SURVEY CONTROL
 AW1830  ___________________________________________________________________
 AW1830* NAD 83(1993)-  29 59 07.61804(N)    095 41 57.69082(W)     ADJUSTED  
 AW1830* NAVD 88     -        46.39   (meters)     152.2    (feet)  GPS OBS   
 AW1830  ___________________________________________________________________
 AW1830  X           -    -549,085.179 (meters)                     COMP
 AW1830  Y           -  -5,501,747.297 (meters)                     COMP
 AW1830  Z           -   3,168,986.203 (meters)                     COMP
 AW1830  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW1830  ELLIP HEIGHT-          18.88  (meters)          (12/03/01) GPS OBS
 AW1830  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW1830  DYNAMIC HT  -          46.33  (meters)     152.0   (feet)  COMP
 AW1830  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 AW1830
 AW1830  HORZ ORDER  -  FIRST
 AW1830  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1830  ELLP ORDER  -  FOURTH    CLASS II
 AW1830
 AW1830.The horizontal coordinates were established by GPS observations
 AW1830.and adjusted by the National Geodetic Survey in December 2001..
 AW1830
 AW1830.The orthometric height was determined by GPS observations and a
 AW1830.high-resolution geoid model using precise GPS observation and
 AW1830.processing techniques. It supersedes the leveled height previously
 AW1830.determined for this station.
 AW1830.WARNING-GPS observations at this control monument resulted in a GPS
 AW1830.derived orthometric height which differed from the leveled height by
 AW1830.more than one decimeter (0.1 meter).
 AW1830.The vertical order pertains to the first NAVD 88 superseded value.
 AW1830
 AW1830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1830
 AW1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1830
 AW1830.The ellipsoidal height was determined by GPS observations
 AW1830.and is referenced to NAD 83.
 AW1830
 AW1830.The geoid height was determined by GEOID03.
 AW1830
 AW1830.The dynamic height is computed by dividing the NAVD 88
 AW1830.geopotential number by the normal gravity value computed on the
 AW1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1830.degrees latitude (g = 980.6199 gals.).
 AW1830
 AW1830.The modeled gravity was interpolated from observed gravity values.
 AW1830
 AW1830;                    North         East     Units Scale Factor Converg.
 AW1830;SPC TXSC     - 4,243,010.159   918,447.700   MT  0.99992752   +1 37 01.3
 AW1830;SPC TXSC     -13,920,609.16  3,013,273.83   sFT  0.99992752   +1 37 01.3
 AW1830;UTM  15      - 3,320,240.551   239,566.577   MT  1.00043690   -1 20 59.4
 AW1830
 AW1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1830!SPC TXSC     -   0.99999703  x   0.99992752  =   0.99992456
 AW1830!UTM  15      -   0.99999703  x   1.00043690  =   1.00043393
 AW1830
 AW1830                          SUPERSEDED SURVEY CONTROL
 AW1830
 AW1830  ELLIP H (10/25/00)   18.93   (m)                       GP(       ) 4 1
 AW1830  NAD 83(1993)-  29 59 07.61892(N)    095 41 57.68916(W) AD(       ) 1
 AW1830  ELLIP H (10/17/96)   19.05   (m)                       GP(       ) 3 1
 AW1830  NAVD 88 (06/15/91)   46.540  (m)          152.69   (f) ADJUSTED    1 2
 AW1830  NGVD 29 (12/23/87)   46.533  (m)          152.67   (f) ADJUSTED    1 2
 AW1830
 AW1830.Superseded values are not recommended for survey control.
 AW1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1830.See file dsdata.txt to determine how the superseded data were derived.
 AW1830
 AW1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3956720241(NAD 83)
 AW1830_MARKER: DB = BENCH MARK DISK
 AW1830_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1830_SP_SET: WINGWALL
 AW1830_STAMPING: S 1010 1954
 AW1830_MARK LOGO: CGS   
 AW1830_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1830+STABILITY: SURFACE MOTION
 AW1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1830+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 AW1830
 AW1830  HISTORY     - Date     Condition        Report By
 AW1830  HISTORY     - 1954     MONUMENTED       CGS
 AW1830  HISTORY     - 1978     GOOD             NGS
 AW1830  HISTORY     - 1986     GOOD             NGS
 AW1830  HISTORY     - 1987     GOOD             USPSQD
 AW1830  HISTORY     - 1990     GOOD             USPSQD
 AW1830  HISTORY     - 19931106 GOOD             USPSQD
 AW1830  HISTORY     - 19950209 GOOD             HGCSD
 AW1830  HISTORY     - 20050108 GOOD             USPSQD
 AW1830
 AW1830                          STATION DESCRIPTION
 AW1830
 AW1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW1830'1.3 MI N FROM CYPRESS.
 AW1830'0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW1830'CYPRESS, THENCE 1.1 MILES NORTH ALONG THE CYPRESS AND ROSE HILL ROAD,
 AW1830'14 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 AW1830'SOUTHWEST WINGWALL OF A CONCRETE BRIDGE.
 AW1830
 AW1830                          STATION RECOVERY (1978)
 AW1830
 AW1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1830'1.1 MILE NORTH ALONG CYPRESS-ROSE HILL ROAD AT ITS JUNCTION WITH
 AW1830'U.S. HIGHWAY 290 IN CYPRESS, 14 FEET WEST OF THE CENTERLINE OF THE
 AW1830'ROAD.  SET IN TOP OF THE SOUTHWEST WINGWALL OF A CONCRETE BRIDGE.
 AW1830
 AW1830                          STATION RECOVERY (1986)
 AW1830
 AW1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1830'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM (0.2 MI)
 AW1830'NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH SPRING-CYPRESS
 AW1830'ROAD IN CYPRESS, THENCE 1.8 KM (1.1 MI) NORTHERLY ALONG CYPRESS-ROSE
 AW1830'HILL ROAD.
 AW1830
 AW1830                          STATION RECOVERY (1987)
 AW1830
 AW1830'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1830'RECOVERED IN GOOD CONDITION.
 AW1830
 AW1830                          STATION RECOVERY (1990)
 AW1830
 AW1830'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1830'RECOVERED IN GOOD CONDITION.
 AW1830
 AW1830                          STATION RECOVERY (1993)
 AW1830
 AW1830'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1830'RECOVERED IN GOOD CONDITION.
 AW1830
 AW1830                          STATION RECOVERY (1995)
 AW1830
 AW1830'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1830'RECOVERED AS DESCRIBED.
 AW1830
 AW1830                          STATION RECOVERY (2005)
 AW1830
 AW1830'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 AW1830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1401 ***********************************************************************
 AW1401  DESIGNATION -  S 1011
 AW1401  PID         -  AW1401
 AW1401  STATE/COUNTY-  TX/CHAMBERS
 AW1401  USGS QUAD   -  WHITES RANCH (1993)
 AW1401
 AW1401                         *CURRENT SURVEY CONTROL
 AW1401  ___________________________________________________________________
 AW1401* NAD 83(1986)-  29 40 09.     (N)    094 22 22.     (W)     SCALED    
 AW1401* NAVD 88     -         1.69   (+/-2cm)       5.5    (feet)  VERTCON   
 AW1401  ___________________________________________________________________
 AW1401  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1401
 AW1401  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1401
 AW1401.The horizontal coordinates were scaled from a topographic map and have
 AW1401.an estimated accuracy of +/- 6 seconds.
 AW1401
 AW1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1401.The vertical order pertains to the NGVD 29 superseded value.
 AW1401
 AW1401.The geoid height was determined by GEOID03.
 AW1401
 AW1401;                    North         East    Units  Estimated Accuracy
 AW1401;SPC TXSC     - 4,212,320.    1,047,770.      MT  (+/- 180 meters Scaled)
 AW1401
 AW1401                          SUPERSEDED SURVEY CONTROL
 AW1401
 AW1401  NGVD 29 (??/??/92)    1.687  (m)            5.53   (f) ADJ UNCH    1 2
 AW1401
 AW1401.Superseded values are not recommended for survey control.
 AW1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1401.See file dsdata.txt to determine how the superseded data were derived.
 AW1401
 AW1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN671829(NAD 83)
 AW1401_MARKER: DB = BENCH MARK DISK
 AW1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1401_STAMPING: S 1011 1953
 AW1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1401+STABILITY: SURFACE MOTION
 AW1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1401+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW1401
 AW1401  HISTORY     - Date     Condition        Report By
 AW1401  HISTORY     - 1953     MONUMENTED       CGS
 AW1401  HISTORY     - 1958     GOOD             NGS
 AW1401  HISTORY     - 1978     GOOD             NGS
 AW1401  HISTORY     - 1990     GOOD             USPSQD
 AW1401  HISTORY     - 19961125 GOOD             USPSQD
 AW1401  HISTORY     - 19980202 GOOD             USPSQD
 AW1401  HISTORY     - 20010331 GOOD             NGS
 AW1401  HISTORY     - 20031022 POOR             USPSQD
 AW1401  HISTORY     - 20040308 GOOD             USPSQD
 AW1401  HISTORY     - 20050310 GOOD             USPSQD
 AW1401
 AW1401                          STATION DESCRIPTION
 AW1401
 AW1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1401'7.75 MI N FROM HIGH ISLAND.
 AW1401'ABOUT 7.75 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW1401'HIGH ISLAND, 68 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1
 AW1401'MILE EAST AND ACROSS THE HIGHWAY FROM A FARM HOUSE, ABOUT 0.3 MILE
 AW1401'NORTH OF THE GULF, COLORADO AND SANTA FE RAILROAD MILEPOST 41, 37 FEET
 AW1401'WEST OF THE WEST RAIL, 80 YARDS SOUTH OF THE CENTER LINE OF A SHELL
 AW1401'ROAD LEADING EAST, 69 FEET NORTH OF THE CENTER LINE OF A FIELD ROAD,
 AW1401'11 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF A METAL WITNESS
 AW1401'POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 AW1401'FLUSH WITH THE GROUND.
 AW1401
 AW1401                          STATION RECOVERY (1978)
 AW1401
 AW1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1401'RECOVERED IN GOOD CONDITION.
 AW1401
 AW1401                          STATION RECOVERY (1990)
 AW1401
 AW1401'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW1401'RECOVERED IN GOOD CONDITION.
 AW1401
 AW1401                          STATION RECOVERY (1996)
 AW1401
 AW1401'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1401'RECOVERED IN GOOD CONDITION.
 AW1401
 AW1401                          STATION RECOVERY (1998)
 AW1401
 AW1401'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1401'RECOVERED IN GOOD CONDITION.
 AW1401
 AW1401                          STATION RECOVERY (2001)
 AW1401
 AW1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1401
 AW1401                          STATION RECOVERY (2003)
 AW1401
 AW1401'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW1401'CONCRETE POST IS TILTED TO NE
 AW1401
 AW1401                          STATION RECOVERY (2004)
 AW1401
 AW1401'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1401'GO TO N29 40 08.3 W094 22 20.9
 AW1401
 AW1401                          STATION RECOVERY (2005)
 AW1401
 AW1401'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1463 ***********************************************************************
 AW1463  DESIGNATION -  S 1012
 AW1463  PID         -  AW1463
 AW1463  STATE/COUNTY-  TX/CHAMBERS
 AW1463  USGS QUAD   -  ANAHUAC (1993)
 AW1463
 AW1463                         *CURRENT SURVEY CONTROL
 AW1463  ___________________________________________________________________
 AW1463* NAD 83(1986)-  29 46 11.     (N)    094 41 04.     (W)     SCALED    
 AW1463* NAVD 88     -         6.82   (+/-2cm)      22.4    (feet)  VERTCON   
 AW1463  ___________________________________________________________________
 AW1463  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW1463  OBS GRAVITY -     979,288.1   (mgal)                       GRAV_OBS
 AW1463
 AW1463  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1463
 AW1463.The horizontal coordinates were scaled from a topographic map and have
 AW1463.an estimated accuracy of +/- 6 seconds.
 AW1463
 AW1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1463.The vertical order pertains to the NGVD 29 superseded value.
 AW1463
 AW1463.The geoid height was determined by GEOID03.
 AW1463.The observed gravity was obtained from relative gravimeter ties
 AW1463.to the IGSN71 gravity network.
 AW1463
 AW1463;                    North         East    Units  Estimated Accuracy
 AW1463;SPC TXSC     - 4,222,300.    1,017,210.      MT  (+/- 180 meters Scaled)
 AW1463
 AW1463                          SUPERSEDED SURVEY CONTROL
 AW1463
 AW1463  NGVD 29 (??/??/92)    6.823  (m)           22.39   (f) ADJ UNCH    1 2
 AW1463
 AW1463.Superseded values are not recommended for survey control.
 AW1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1463.See file dsdata.txt to determine how the superseded data were derived.
 AW1463
 AW1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN371944(NAD 83)
 AW1463_MARKER: DB = BENCH MARK DISK
 AW1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1463_STAMPING: S 1012 1953
 AW1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1463+STABILITY: SURFACE MOTION
 AW1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1463+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AW1463
 AW1463  HISTORY     - Date     Condition        Report By
 AW1463  HISTORY     - 1953     MONUMENTED       CGS
 AW1463  HISTORY     - 1973     GOOD             NGS
 AW1463  HISTORY     - 1978     GOOD             NGS
 AW1463  HISTORY     - 1990     GOOD             USPSQD
 AW1463  HISTORY     - 19960906 GOOD             USPSQD
 AW1463  HISTORY     - 20010331 GOOD             NGS
 AW1463  HISTORY     - 20040201 GOOD             USPSQD
 AW1463  HISTORY     - 20050201 GOOD             USPSQD
 AW1463
 AW1463                          STATION DESCRIPTION
 AW1463
 AW1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1463'0.05 MI W FROM ANAHUAC.
 AW1463'ABOUT 0.05 MILES WEST ALONG STOWELL STREET FROM THE POST OFFICE AT
 AW1463'ANAHUAC, AT THE EAST SIDE OF THE CHAMBERS COUNTY COURTHOUSE, 26 FEET
 AW1463'WEST OF THE WEST CURBING OF WASHINGTON STREET, 83 FEET EAST OF THE
 AW1463'BOTTOM STEP OF THE EAST ENTRANCE TO THE COURTHOUSE, 97 FEET SOUTH OF A
 AW1463'20 INCH OAK TREE, 2 FEET WEST OF A CURBING AROUND A FLOWER GARDEN. A C
 AW1463'AND GS DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 12
 AW1463'INCHES.
 AW1463
 AW1463                          STATION RECOVERY (1978)
 AW1463
 AW1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1463'RECOVERED IN GOOD CONDITION.
 AW1463
 AW1463                          STATION RECOVERY (1990)
 AW1463
 AW1463'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1463'RECOVERED IN GOOD CONDITION.
 AW1463
 AW1463                          STATION RECOVERY (1996)
 AW1463
 AW1463'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1463'RECOVERED IN GOOD CONDITION.
 AW1463
 AW1463                          STATION RECOVERY (2001)
 AW1463
 AW1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1463'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1463
 AW1463                          STATION RECOVERY (2004)
 AW1463
 AW1463'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW1463'RECOVERED IN GOOD CONDITION.
 AW1463
 AW1463                          STATION RECOVERY (2005)
 AW1463
 AW1463'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2860 ***********************************************************************
 AW2860  DESIGNATION -  S 1013
 AW2860  PID         -  AW2860
 AW2860  STATE/COUNTY-  TX/HARRIS
 AW2860  USGS QUAD   -  MORGANS POINT (1993)
 AW2860
 AW2860                         *CURRENT SURVEY CONTROL
 AW2860  ___________________________________________________________________
 AW2860* NAD 83(1986)-  29 44 32.     (N)    094 57 06.     (W)     SCALED    
 AW2860* NAVD 88     -        10.89   (+/-2cm)      35.7    (feet)  VERTCON   
 AW2860  ___________________________________________________________________
 AW2860  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2860
 AW2860  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2860
 AW2860.The horizontal coordinates were scaled from a topographic map and have
 AW2860.an estimated accuracy of +/- 6 seconds.
 AW2860
 AW2860.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2860.The vertical order pertains to the NGVD 29 superseded value.
 AW2860
 AW2860.The geoid height was determined by GEOID03.
 AW2860
 AW2860;                    North         East    Units  Estimated Accuracy
 AW2860;SPC TXSC     - 4,218,330.      991,490.      MT  (+/- 180 meters Scaled)
 AW2860
 AW2860                          SUPERSEDED SURVEY CONTROL
 AW2860
 AW2860  NGVD 29 (??/??/92)   10.885  (m)           35.71   (f) ADJ UNCH    1 2
 AW2860
 AW2860.Superseded values are not recommended for survey control.
 AW2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2860.See file dsdata.txt to determine how the superseded data were derived.
 AW2860
 AW2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN112918(NAD 83)
 AW2860_MARKER: DB = BENCH MARK DISK
 AW2860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2860_SP_SET: CULVERT
 AW2860_STAMPING: S 1013 1953
 AW2860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2860
 AW2860  HISTORY     - Date     Condition        Report By
 AW2860  HISTORY     - 1953     MONUMENTED       CGS
 AW2860  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2860  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2860  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2860  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2860  HISTORY     - 19981113 MARK NOT FOUND   USPSQD
 AW2860  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 AW2860
 AW2860                          STATION DESCRIPTION
 AW2860
 AW2860'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2860'1.7 MI NE FROM BAYTOWN.
 AW2860'1 BLOCK SOUTH ALONG SOUTH GAILLARD STREET FROM THE POST OFFICE AT
 AW2860'BAYTOWN, THENCE 0.75 MILE EAST ALONG EAST TEXAS AVENUE, THENCE 0.95
 AW2860'MILE NORTHEAST ALONG STATE HIGHWAY 146, 101 FEET NORTHEAST OF THE
 AW2860'CENTER LINE OF FORTUNE DRIVE, 21.2 FEET NORTHWEST OF THE CENTER LINE
 AW2860'OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE NORTHWEST HEADWALL
 AW2860'OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 AW2860
 AW2860                          STATION RECOVERY (1973)
 AW2860
 AW2860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2860'MARK NOT FOUND.
 AW2860
 AW2860                          STATION RECOVERY (1989)
 AW2860
 AW2860'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW2860'MARK NOT FOUND.
 AW2860
 AW2860                          STATION RECOVERY (1989)
 AW2860
 AW2860'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW2860'MARK NOT FOUND.
 AW2860
 AW2860                          STATION RECOVERY (1989)
 AW2860
 AW2860'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2860'MARK NOT FOUND.
 AW2860
 AW2860                          STATION RECOVERY (1998)
 AW2860
 AW2860'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2860'MARK NOT FOUND.
 AW2860
 AW2860                          STATION RECOVERY (2004)
 AW2860
 AW2860'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW2860'HIGHWAY HAS BEEN WIDENED. DITCHES AND CULVERTS HAVE BEEN REPLACED WITH
 AW2860'STORM DRAINS AND BOXES. MARK MUST HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2449 ***********************************************************************
 AW2449  DESIGNATION -  S 1014
 AW2449  PID         -  AW2449
 AW2449  STATE/COUNTY-  TX/JEFFERSON
 AW2449  USGS QUAD   -  STAR LAKE (1994)
 AW2449
 AW2449                         *CURRENT SURVEY CONTROL
 AW2449  ___________________________________________________________________
 AW2449* NAD 83(1986)-  29 38 09.     (N)    094 09 40.     (W)     SCALED    
 AW2449* NAVD 88     -         1.98   (+/-2cm)       6.5    (feet)  VERTCON   
 AW2449  ___________________________________________________________________
 AW2449  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2449
 AW2449  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2449
 AW2449.The horizontal coordinates were scaled from a topographic map and have
 AW2449.an estimated accuracy of +/- 6 seconds.
 AW2449
 AW2449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2449.The vertical order pertains to the NGVD 29 superseded value.
 AW2449
 AW2449.The geoid height was determined by GEOID03.
 AW2449
 AW2449;                    North         East    Units  Estimated Accuracy
 AW2449;SPC TXSC     - 4,209,460.    1,068,390.      MT  (+/- 180 meters Scaled)
 AW2449
 AW2449                          SUPERSEDED SURVEY CONTROL
 AW2449
 AW2449  NGVD 29 (??/??/92)    1.977  (m)            6.49   (f) ADJ UNCH    1 2
 AW2449
 AW2449.Superseded values are not recommended for survey control.
 AW2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2449.See file dsdata.txt to determine how the superseded data were derived.
 AW2449
 AW2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN876789(NAD 83)
 AW2449_MARKER: DB = BENCH MARK DISK
 AW2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2449_STAMPING: S 1014 1953
 AW2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2449+STABILITY: SURFACE MOTION
 AW2449
 AW2449  HISTORY     - Date     Condition        Report By
 AW2449  HISTORY     - 1953     MONUMENTED       CGS
 AW2449  HISTORY     - 1958     GOOD             NGS
 AW2449  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2449  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2449
 AW2449                          STATION DESCRIPTION
 AW2449
 AW2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2449'16.1 MI NE FROM HIGH ISLAND.
 AW2449'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2449'AT HIGH ISLAND, THENCE ABOUT 15.2 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2449'87, 35 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10 1/2 FEET
 AW2449'NORTHWEST OF A FENCE, 52 FEET EAST OF THE MOST WESTERLY ONE OF 2
 AW2449'MESQUITE TREES, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, AND IN THE
 AW2449'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 AW2449
 AW2449                          STATION RECOVERY (1989)
 AW2449
 AW2449'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AW2449'MARK NOT FOUND.
 AW2449
 AW2449                          STATION RECOVERY (2002)
 AW2449
 AW2449'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2450 ***********************************************************************
 AW2450  DESIGNATION -  S 1014 RESET 1962
 AW2450  PID         -  AW2450
 AW2450  STATE/COUNTY-  TX/JEFFERSON
 AW2450  USGS QUAD   -  STAR LAKE (1994)
 AW2450
 AW2450                         *CURRENT SURVEY CONTROL
 AW2450  ___________________________________________________________________
 AW2450* NAD 83(1986)-  29 38 09.     (N)    094 09 38.     (W)     SCALED    
 AW2450* NAVD 88     -         1.85   (+/-2cm)       6.1    (feet)  VERTCON   
 AW2450  ___________________________________________________________________
 AW2450  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2450
 AW2450  VERT ORDER  -  THIRD (See Below)
 AW2450
 AW2450.The horizontal coordinates were scaled from a topographic map and have
 AW2450.an estimated accuracy of +/- 6 seconds.
 AW2450
 AW2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2450.The vertical order pertains to the NGVD 29 superseded value.
 AW2450
 AW2450.The geoid height was determined by GEOID03.
 AW2450
 AW2450;                    North         East    Units  Estimated Accuracy
 AW2450;SPC TXSC     - 4,209,460.    1,068,440.      MT  (+/- 180 meters Scaled)
 AW2450
 AW2450                          SUPERSEDED SURVEY CONTROL
 AW2450
 AW2450  NGVD 29 (??/??/??)    1.84   (m)            6.0    (f) RESET       3  
 AW2450
 AW2450.Superseded values are not recommended for survey control.
 AW2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2450.See file dsdata.txt to determine how the superseded data were derived.
 AW2450
 AW2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN876789(NAD 83)
 AW2450_MARKER: DB = BENCH MARK DISK
 AW2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2450_STAMPING: S 1014 RESET 1962
 AW2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2450+STABILITY: SURFACE MOTION
 AW2450
 AW2450  HISTORY     - Date     Condition        Report By
 AW2450  HISTORY     - 1962     MONUMENTED       CGS
 AW2450  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2450  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2450
 AW2450                          STATION DESCRIPTION
 AW2450
 AW2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2450'0.9 MI SE FROM HIGH ISLAND.
 AW2450'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE IN
 AW2450'HIGH ISLAND, THENCE 15.25 MILES NORTHEAST ON STATE HIGHWAY 87, 73 FEET
 AW2450'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 87, 50 FEET NORTHWEST OF
 AW2450'THE HIGHWAY RIGHT-OF-WAY, 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 AW2450'AND 1 FOOT NORTHEAST OF A 4 X 4 IN. WOODEN WITNESS POST. THE MARK IS
 AW2450'ABOUT 200 FEET NORTHWEST OF THE HIGH WATER LINE OF THE GULF OF MEXICO,
 AW2450'AND ABOUT 2 FEET SOUTHEAST FROM WHERE THE HIGH GROUND BREAKS OFF AT
 AW2450'THE MARSH.  A STANDARD BENCH MARK DISK STAMPED S 1014 RESET 1962, SET
 AW2450'IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6 INCHES.
 AW2450
 AW2450                          STATION RECOVERY (1989)
 AW2450
 AW2450'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AW2450'MARK NOT FOUND.
 AW2450
 AW2450                          STATION RECOVERY (2002)
 AW2450
 AW2450'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0468 ***********************************************************************
 AV0468  DESIGNATION -  S 1015
 AV0468  PID         -  AV0468
 AV0468  STATE/COUNTY-  TX/JEFFERSON
 AV0468  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0468
 AV0468                         *CURRENT SURVEY CONTROL
 AV0468  ___________________________________________________________________
 AV0468* NAD 83(1986)-  29 53 07.     (N)    093 59 56.     (W)     SCALED    
 AV0468* NAVD 88     -         2.00   (+/-2cm)       6.6    (feet)  VERTCON   
 AV0468  ___________________________________________________________________
 AV0468  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AV0468
 AV0468  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0468
 AV0468.The horizontal coordinates were scaled from a topographic map and have
 AV0468.an estimated accuracy of +/- 6 seconds.
 AV0468
 AV0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0468.The vertical order pertains to the NGVD 29 superseded value.
 AV0468
 AV0468.The geoid height was determined by GEOID03.
 AV0468
 AV0468;                    North         East    Units  Estimated Accuracy
 AV0468;SPC TXSC     - 4,237,740.    1,082,900.      MT  (+/- 180 meters Scaled)
 AV0468
 AV0468                          SUPERSEDED SURVEY CONTROL
 AV0468
 AV0468  NGVD 29 (??/??/??)    1.983  (m)            6.51   (f) ADJUSTED    1 2
 AV0468
 AV0468.Superseded values are not recommended for survey control.
 AV0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0468.See file dsdata.txt to determine how the superseded data were derived.
 AV0468
 AV0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP035064(NAD 83)
 AV0468_MARKER: DB = BENCH MARK DISK
 AV0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0468_SP_SET: BRIDGE
 AV0468_STAMPING: S 1015 1953
 AV0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0468+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 AV0468
 AV0468  HISTORY     - Date     Condition        Report By
 AV0468  HISTORY     - 1953     MONUMENTED       CGS
 AV0468  HISTORY     - 1959     GOOD             CGS
 AV0468  HISTORY     - 1984     GOOD             USPSQD
 AV0468  HISTORY     - 1988     GOOD             USPSQD
 AV0468  HISTORY     - 1990     GOOD             USPSQD
 AV0468  HISTORY     - 19930202 GOOD             USPSQD
 AV0468  HISTORY     - 19950401 GOOD             USPSQD
 AV0468  HISTORY     - 20001231 GOOD             NGS
 AV0468  HISTORY     - 20010331 GOOD             NGS
 AV0468  HISTORY     - 20020913 GOOD             USPSQD
 AV0468  HISTORY     - 20040309 GOOD             USPSQD
 AV0468
 AV0468                          STATION DESCRIPTION
 AV0468
 AV0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0468'1.85 MI SE FROM PORT ACRES.
 AV0468'ABOUT 0.6 MILE EAST ALONG 5TH STREET FROM THE HIGH SCHOOL AT PORT
 AV0468'ACRES, THENCE ABOUT 1.25 MILES SOUTHEAST ALONG THE TEXAS AND NEW
 AV0468'ORLEANS RAILROAD, OR ABOUT 2.55 MILES NORTHWEST ALONG THE TEXAS AND
 AV0468'NEW ORLEANS RAILROAD FROM THE STATION AT WEST PORT ARTHUR, AT THE
 AV0468'CROSSING OF STATE HIGHWAY 73, 2 POLES SOUTHEAST OF MILEPOST 15, 90
 AV0468'FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN THE TOP OF THE EAST END OF
 AV0468'THE SOUTH WING WALL OF A BRIDGE OVER A CANAL, 18 FEET SOUTH OF THE
 AV0468'CENTER LINE OF THE SOUTH TRAFFIC LANE OF THE HIGHWAY, ABOUT LEVEL WITH
 AV0468'THE HIGHWAY, AND ABOUT LEVEL WITH THE TRACKS.
 AV0468
 AV0468                          STATION RECOVERY (1984)
 AV0468
 AV0468'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0468'THE TEXAS AND NEW ORLEANS RAILROAD IS NOW THE SOUTHERN PACIFIC
 AV0468'RAILROAD. THERE IS NOW NO WEST PORT ARTHUR STATION ON EVIDENCE. ABOUT
 AV0468'MILEPORT 15 IS NOT ACCURATE NOW. THE PACIFIC RAILROAD CROSSES STATE
 AV0468'HIGHWAY 73, 90 FEET SOUTHWEST OF THE SOUTHWEST RAIL IN THE TOP OFF
 AV0468'THE EAST END OF THE SOUTH WALL OF THE HIGH WING KNOWEGE OVER A CANAL.
 AV0468
 AV0468                          STATION RECOVERY (1988)
 AV0468
 AV0468'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBW)
 AV0468'RECOVERED IN GOOD CONDITION.
 AV0468
 AV0468                          STATION RECOVERY (1990)
 AV0468
 AV0468'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0468'RECOVERED IN GOOD CONDITION.
 AV0468
 AV0468                          STATION RECOVERY (1993)
 AV0468
 AV0468'RECOVERY NOTE BY US POWER SQUADRON 1993 (IMS)
 AV0468'RECOVERED IN GOOD CONDITION.
 AV0468
 AV0468                          STATION RECOVERY (1995)
 AV0468
 AV0468'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0468'RECOVERED IN GOOD CONDITION.
 AV0468
 AV0468                          STATION RECOVERY (2000)
 AV0468
 AV0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0468'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0468
 AV0468                          STATION RECOVERY (2001)
 AV0468
 AV0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0468'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0468
 AV0468                          STATION RECOVERY (2002)
 AV0468
 AV0468'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0468'RECOVERED IN GOOD CONDITION.
 AV0468
 AV0468                          STATION RECOVERY (2004)
 AV0468
 AV0468'RECOVERY NOTE BY US POWER SQUADRON 2004 (WAF)
 AV0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2382 ***********************************************************************
 AW2382  DESIGNATION -  S 1017
 AW2382  PID         -  AW2382
 AW2382  STATE/COUNTY-  TX/JEFFERSON
 AW2382  USGS QUAD   -  FANNETT EAST (1964)
 AW2382
 AW2382                         *CURRENT SURVEY CONTROL
 AW2382  ___________________________________________________________________
 AW2382* NAD 83(1986)-  29 59 08.     (N)    094 12 01.     (W)     SCALED    
 AW2382* NAVD 88     -         6.34   (+/-2cm)      20.8    (feet)  VERTCON   
 AW2382  ___________________________________________________________________
 AW2382  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW2382
 AW2382  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2382
 AW2382.The horizontal coordinates were scaled from a topographic map and have
 AW2382.an estimated accuracy of +/- 6 seconds.
 AW2382
 AW2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2382.The vertical order pertains to the NGVD 29 superseded value.
 AW2382
 AW2382.The geoid height was determined by GEOID03.
 AW2382
 AW2382;                    North         East    Units  Estimated Accuracy
 AW2382;SPC TXSC     - 4,248,030.    1,063,010.      MT  (+/- 180 meters Scaled)
 AW2382
 AW2382                          SUPERSEDED SURVEY CONTROL
 AW2382
 AW2382  NGVD 29 (??/??/92)    6.352  (m)           20.84   (f) ADJ UNCH    1 2
 AW2382
 AW2382.Superseded values are not recommended for survey control.
 AW2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2382.See file dsdata.txt to determine how the superseded data were derived.
 AW2382
 AW2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP842177(NAD 83)
 AW2382_MARKER: DB = BENCH MARK DISK
 AW2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2382_STAMPING: S 1017 1954
 AW2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2382+STABILITY: SURFACE MOTION
 AW2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2382+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW2382
 AW2382  HISTORY     - Date     Condition        Report By
 AW2382  HISTORY     - 1954     MONUMENTED       CGS
 AW2382  HISTORY     - 1958     GOOD             NGS
 AW2382  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2382  HISTORY     - 19870421 MARK NOT FOUND   USPSQD
 AW2382  HISTORY     - 19930127 GOOD             USPSQD
 AW2382  HISTORY     - 20010331 GOOD             NGS
 AW2382  HISTORY     - 20040322 GOOD             USPSQD
 AW2382  HISTORY     - 20060305 GOOD             USPSQD
 AW2382
 AW2382                          STATION DESCRIPTION
 AW2382
 AW2382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2382'IN CHEEK.
 AW2382'AT CHEEK, 113 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 AW2382'SCHOOLHOUSE, 62 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 AW2382'124, 10 1/2 FEET SOUTHEAST OF POWER POLE 495, ABOUT 1 FOOT BELOW THE
 AW2382'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW2382'GROUND.
 AW2382
 AW2382                          STATION RECOVERY (1987)
 AW2382
 AW2382'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2382'MARK NOT FOUND.
 AW2382
 AW2382                          STATION RECOVERY (1987)
 AW2382
 AW2382'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 AW2382'MARK NOT FOUND.
 AW2382
 AW2382                          STATION RECOVERY (1993)
 AW2382
 AW2382'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 AW2382'RECOVERED IN GOOD CONDITION.
 AW2382
 AW2382                          STATION RECOVERY (2001)
 AW2382
 AW2382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2382'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2382
 AW2382                          STATION RECOVERY (2004)
 AW2382
 AW2382'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2382'RECOVERED IN GOOD CONDITION.
 AW2382
 AW2382                          STATION RECOVERY (2006)
 AW2382
 AW2382'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2382'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3082 ***********************************************************************
 AW3082  DESIGNATION -  S 1018
 AW3082  PID         -  AW3082
 AW3082  STATE/COUNTY-  TX/LIBERTY
 AW3082  USGS QUAD   -  MOSS BLUFF (1993)
 AW3082
 AW3082                         *CURRENT SURVEY CONTROL
 AW3082  ___________________________________________________________________
 AW3082* NAD 83(1986)-  29 56 09.     (N)    094 45 46.     (W)     SCALED    
 AW3082* NAVD 88     -         5.50   (+/-2cm)      18.0    (feet)  VERTCON   
 AW3082  ___________________________________________________________________
 AW3082  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW3082
 AW3082  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3082
 AW3082.The horizontal coordinates were scaled from a topographic map and have
 AW3082.an estimated accuracy of +/- 6 seconds.
 AW3082
 AW3082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3082.The vertical order pertains to the NGVD 29 superseded value.
 AW3082
 AW3082.The geoid height was determined by GEOID03.
 AW3082
 AW3082;                    North         East    Units  Estimated Accuracy
 AW3082;SPC TX C     - 3,043,300.    1,237,630.      MT  (+/- 180 meters Scaled)
 AW3082
 AW3082                          SUPERSEDED SURVEY CONTROL
 AW3082
 AW3082  NGVD 29 (??/??/92)    5.502  (m)           18.05   (f) ADJ UNCH    1 2
 AW3082
 AW3082.Superseded values are not recommended for survey control.
 AW3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3082.See file dsdata.txt to determine how the superseded data were derived.
 AW3082
 AW3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP298129(NAD 83)
 AW3082_MARKER: DB = BENCH MARK DISK
 AW3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3082_STAMPING: S 1018 1954
 AW3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3082+STABILITY: SURFACE MOTION
 AW3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3082+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3082
 AW3082  HISTORY     - Date     Condition        Report By
 AW3082  HISTORY     - 1954     MONUMENTED       CGS
 AW3082  HISTORY     - 1959     GOOD             NGS
 AW3082  HISTORY     - 20050515 GOOD             USPSQD
 AW3082
 AW3082                          STATION DESCRIPTION
 AW3082
 AW3082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3082'15.05 MI S FROM LIBERTY.
 AW3082'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3082'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 10.15 MILES
 AW3082'SOUTHEAST ALONG FARM ROAD 563, THENCE ABOUT 4.1 MILES WEST ALONG A
 AW3082'SHELL ROAD, AT THE JUNCTION OF A NORTH-SOUTH SHELL ROAD, 69 FEET EAST
 AW3082'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 240 FEET NORTHEAST OF THE
 AW3082'NORTHEAST BANK OF THE TRINITY RIVER, 7 1/2 FEET WEST OF THE NORTHWEST
 AW3082'CORNER OF A WOODEN CORRAL, 7 1/2 FEET EAST OF POWER POLE 10, 2 1/2
 AW3082'FEET NORTH OF A FENCE, 1.0 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 AW3082'FEET ABOVE THE LEVEL OF THE ROADS, AND IN THE TOP OF A CONCRETE POST
 AW3082'PROJECTING 4 INCHES.
 AW3082
 AW3082                          STATION RECOVERY (2005)
 AW3082
 AW3082'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3082'NO WITNESS POST BUT THE GRASS IS CUT AROUNG THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0402 ***********************************************************************
 AW0402  DESIGNATION -  S 1019
 AW0402  PID         -  AW0402
 AW0402  STATE/COUNTY-  TX/HARRIS
 AW0402  USGS QUAD   -  CROSBY (1982)
 AW0402
 AW0402                         *CURRENT SURVEY CONTROL
 AW0402  ___________________________________________________________________
 AW0402* NAD 83(1986)-  29 52 46.     (N)    095 03 49.     (W)     SCALED    
 AW0402* NAVD 88     -        13.120  (meters)      43.04   (feet)  ADJUSTED  
 AW0402  ___________________________________________________________________
 AW0402  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW0402  DYNAMIC HT  -          13.103 (meters)      42.99  (feet)  COMP
 AW0402  MODELED GRAV-     979,298.3   (mgal)                       NAVD 88
 AW0402  OBS GRAVITY -     979,298.1   (mgal)                       GRAV_OBS
 AW0402
 AW0402  VERT ORDER  -  FIRST     CLASS II
 AW0402
 AW0402.The horizontal coordinates were scaled from a topographic map and have
 AW0402.an estimated accuracy of +/- 6 seconds.
 AW0402
 AW0402.The orthometric height was determined by differential leveling
 AW0402.and adjusted by the National Geodetic Survey in June 1991..
 AW0402
 AW0402.The geoid height was determined by GEOID03.
 AW0402
 AW0402.The dynamic height is computed by dividing the NAVD 88
 AW0402.geopotential number by the normal gravity value computed on the
 AW0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0402.degrees latitude (g = 980.6199 gals.).
 AW0402
 AW0402.The modeled gravity was interpolated from observed gravity values.
 AW0402.The observed gravity was obtained from relative gravimeter ties
 AW0402.to the IGSN71 gravity network.
 AW0402
 AW0402;                    North         East    Units  Estimated Accuracy
 AW0402;SPC TXSC     - 4,233,170.      980,160.      MT  (+/- 180 meters Scaled)
 AW0402
 AW0402                          SUPERSEDED SURVEY CONTROL
 AW0402
 AW0402  NGVD 29 (12/23/87)   13.119  (m)           43.04   (f) ADJUSTED    1 2
 AW0402
 AW0402.Superseded values are not recommended for survey control.
 AW0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0402.See file dsdata.txt to determine how the superseded data were derived.
 AW0402
 AW0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP007072(NAD 83)
 AW0402_MARKER: DB = BENCH MARK DISK
 AW0402_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0402_SP_SET: HEADWALL
 AW0402_STAMPING: S 1019 1954
 AW0402_MARK LOGO: CGS   
 AW0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0402+STABILITY: SURFACE MOTION
 AW0402
 AW0402  HISTORY     - Date     Condition        Report By
 AW0402  HISTORY     - 1954     MONUMENTED       CGS
 AW0402  HISTORY     - 1972     GOOD             NGS
 AW0402  HISTORY     - 1978     POOR             NGS
 AW0402  HISTORY     - 1983     POOR             NGS
 AW0402  HISTORY     - 1986     GOOD             NGS
 AW0402  HISTORY     - 1987     POOR             USPSQD
 AW0402  HISTORY     - 19941213 POOR             USPSQD
 AW0402  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0402
 AW0402                          STATION DESCRIPTION
 AW0402
 AW0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0402'2.05 MI SE FROM CROSBY.
 AW0402'ABOUT 2.05 MILES SOUTHEAST ALONG FARM ROAD 1200 FROM THE POST OFFICE,
 AW0402'169 FEET SOUTH OF THE CENTER LINE OF GULF PUMP RD., 22 1/2 FEET WEST
 AW0402'OF THE CENTER OF THE ROAD, SET IN THE WEST END ON THE SOUTH CONCRETE
 AW0402'HEADWALL TO A 24-INCH PIPE CULVERT, 0.7 FOOT EAST OF THE WEST END OF
 AW0402'THE CULVERT, 7 1/2 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE TO
 AW0402'THE WEST LEADING TO A GARAGE, 8 1/2 FEET NORTHEAST OF A POWER POLE
 AW0402'27900-13107, 115 YARDS SOUTH OF BM 326 (USGS), AND ABOUT LEVEL WITH
 AW0402'THE HIGHWAY.
 AW0402
 AW0402                          STATION RECOVERY (1978)
 AW0402
 AW0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0402'MARK RECOVERED IN POOR CONDITION.
 AW0402
 AW0402                          STATION RECOVERY (1983)
 AW0402
 AW0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0402'MARK RECOVERED IN POOR CONDITION.
 AW0402
 AW0402                          STATION RECOVERY (1986)
 AW0402
 AW0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0402'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE DISK
 AW0402'HAS BEEN HIT BY A MOWER AND THE STAMPING IS ILLEGIBLE.
 AW0402
 AW0402                          STATION RECOVERY (1987)
 AW0402
 AW0402'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0402'MARK RECOVERED IN POOR CONDITION.
 AW0402
 AW0402                          STATION RECOVERY (1994)
 AW0402
 AW0402'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0402'MARK RECOVERED IN POOR CONDITION.
 AW0402
 AW0402                          STATION RECOVERY (2004)
 AW0402
 AW0402'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0561 ***********************************************************************
 BY0561  DESIGNATION -  S 102
 BY0561  PID         -  BY0561
 BY0561  STATE/COUNTY-  TX/JASPER
 BY0561  USGS QUAD   -  EBENEZER (1984)
 BY0561
 BY0561                         *CURRENT SURVEY CONTROL
 BY0561  ___________________________________________________________________
 BY0561* NAD 83(1986)-  31 05 57.     (N)    094 07 48.     (W)     SCALED    
 BY0561* NAVD 88     -        32.88   (+/-2cm)     107.9    (feet)  VERTCON   
 BY0561  ___________________________________________________________________
 BY0561  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BY0561
 BY0561  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0561
 BY0561.The horizontal coordinates were scaled from a topographic map and have
 BY0561.an estimated accuracy of +/- 6 seconds.
 BY0561
 BY0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0561.The vertical order pertains to the NGVD 29 superseded value.
 BY0561
 BY0561.The geoid height was determined by GEOID03.
 BY0561
 BY0561;                    North         East    Units  Estimated Accuracy
 BY0561;SPC TX C     - 3,175,300.    1,291,460.      MT  (+/- 180 meters Scaled)
 BY0561
 BY0561                          SUPERSEDED SURVEY CONTROL
 BY0561
 BY0561  NGVD 29 (??/??/92)   32.891  (m)          107.91   (f) ADJ UNCH    2 0
 BY0561
 BY0561.Superseded values are not recommended for survey control.
 BY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0561.See file dsdata.txt to determine how the superseded data were derived.
 BY0561
 BY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ922411(NAD 83)
 BY0561_MARKER: DB = BENCH MARK DISK
 BY0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0561_STAMPING: S 102 1952
 BY0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0561+STABILITY: SURFACE MOTION
 BY0561
 BY0561  HISTORY     - Date     Condition        Report By
 BY0561  HISTORY     - 1952     MONUMENTED       CGS
 BY0561  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0561
 BY0561                          STATION DESCRIPTION
 BY0561
 BY0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0561'25.95 MI NW FROM JASPER.
 BY0561'20.5 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0561'JASPER, THENCE 3.1 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0
 BY0561'MILE NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTH ALONG A
 BY0561'GRADED DIRT ROAD, THENCE 0.45 MILE NORTHEAST ALONG A GRADED DIRT ROAD,
 BY0561'102 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE BANK OF THE ANGELINA
 BY0561'RIVER, 56 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTHWEST
 BY0561'OF A 16 INCH GUM TREE, 1.3 FEET SOUTHEAST OF A WITNESS POST, 0.9 MILE
 BY0561'SOUTHWEST OF BENCH MARK V 102, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0561'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BY0561
 BY0561                          STATION RECOVERY (1979)
 BY0561
 BY0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0040 ***********************************************************************
 CR0040  DESIGNATION -  S 1021
 CR0040  PID         -  CR0040
 CR0040  STATE/COUNTY-  TX/HARRISON
 CR0040  USGS QUAD   -  LATEX (1978)
 CR0040
 CR0040                         *CURRENT SURVEY CONTROL
 CR0040  ___________________________________________________________________
 CR0040* NAD 83(1986)-  32 33 52.     (N)    094 05 44.     (W)     SCALED    
 CR0040* NAVD 88     -        83.845  (meters)     275.08   (feet)  ADJUSTED  
 CR0040  ___________________________________________________________________
 CR0040  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CR0040  DYNAMIC HT  -          83.751 (meters)     274.77  (feet)  COMP
 CR0040  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 CR0040
 CR0040  VERT ORDER  -  FIRST     CLASS II
 CR0040
 CR0040.The horizontal coordinates were scaled from a topographic map and have
 CR0040.an estimated accuracy of +/- 6 seconds.
 CR0040
 CR0040.The orthometric height was determined by differential leveling
 CR0040.and adjusted by the National Geodetic Survey in June 1991..
 CR0040
 CR0040.The geoid height was determined by GEOID03.
 CR0040
 CR0040.The dynamic height is computed by dividing the NAVD 88
 CR0040.geopotential number by the normal gravity value computed on the
 CR0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0040.degrees latitude (g = 980.6199 gals.).
 CR0040
 CR0040.The modeled gravity was interpolated from observed gravity values.
 CR0040
 CR0040;                    North         East    Units  Estimated Accuracy
 CR0040;SPC TXNC     - 2,108,220.    1,013,460.      MT  (+/- 180 meters Scaled)
 CR0040
 CR0040                          SUPERSEDED SURVEY CONTROL
 CR0040
 CR0040  NGVD 29 (??/??/92)   83.911  (m)          275.30   (f) ADJ UNCH    1 2
 CR0040
 CR0040.Superseded values are not recommended for survey control.
 CR0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0040.See file dsdata.txt to determine how the superseded data were derived.
 CR0040
 CR0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS971035(NAD 83)
 CR0040_MARKER: DB = BENCH MARK DISK
 CR0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0040_STAMPING: S 1021 1954
 CR0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0040+STABILITY: SURFACE MOTION
 CR0040
 CR0040  HISTORY     - Date     Condition        Report By
 CR0040  HISTORY     - 1954     MONUMENTED       CGS
 CR0040  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0040
 CR0040                          STATION DESCRIPTION
 CR0040
 CR0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0040'6.1 MI NW FROM WASKOM.
 CR0040'6.1 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0040'STATION AT WASKOM, 0.2 MILE SOUTHEAST OF THE CROSSING OF A POWER LINE,
 CR0040'43.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 3.8 FEET SOUTHWEST OF A
 CR0040'FENCE, 1.6 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CR0040'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CR0040
 CR0040                          STATION RECOVERY (1998)
 CR0040
 CR0040'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0012 ***********************************************************************
 CR0012  DESIGNATION -  S 1022
 CR0012  PID         -  CR0012
 CR0012  STATE/COUNTY-  TX/MARION
 CR0012  USGS QUAD   -  JEFFERSON (1962)
 CR0012
 CR0012                         *CURRENT SURVEY CONTROL
 CR0012  ___________________________________________________________________
 CR0012* NAD 83(1986)-  32 45 51.     (N)    094 20 52.     (W)     SCALED    
 CR0012* NAVD 88     -        62.472  (meters)     204.96   (feet)  ADJUSTED  
 CR0012  ___________________________________________________________________
 CR0012  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CR0012  DYNAMIC HT  -          62.403 (meters)     204.73  (feet)  COMP
 CR0012  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 CR0012
 CR0012  VERT ORDER  -  FIRST     CLASS II
 CR0012
 CR0012.The horizontal coordinates were scaled from a topographic map and have
 CR0012.an estimated accuracy of +/- 6 seconds.
 CR0012
 CR0012.The orthometric height was determined by differential leveling
 CR0012.and adjusted by the National Geodetic Survey in June 1991..
 CR0012
 CR0012.The geoid height was determined by GEOID03.
 CR0012
 CR0012.The dynamic height is computed by dividing the NAVD 88
 CR0012.geopotential number by the normal gravity value computed on the
 CR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0012.degrees latitude (g = 980.6199 gals.).
 CR0012
 CR0012.The modeled gravity was interpolated from observed gravity values.
 CR0012
 CR0012;                    North         East    Units  Estimated Accuracy
 CR0012;SPC TXNC     - 2,129,390.      988,920.      MT  (+/- 180 meters Scaled)
 CR0012
 CR0012                          SUPERSEDED SURVEY CONTROL
 CR0012
 CR0012  NGVD 29 (??/??/92)   62.529  (m)          205.15   (f) ADJ UNCH    1 2
 CR0012
 CR0012.Superseded values are not recommended for survey control.
 CR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0012.See file dsdata.txt to determine how the superseded data were derived.
 CR0012
 CR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS737259(NAD 83)
 CR0012_MARKER: DB = BENCH MARK DISK
 CR0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0012_SP_SET: ABUTMENT
 CR0012_STAMPING: S 1022 1954
 CR0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0012
 CR0012  HISTORY     - Date     Condition        Report By
 CR0012  HISTORY     - 1954     MONUMENTED       CGS
 CR0012  HISTORY     - 20030614 GOOD             USPSQD
 CR0012
 CR0012                          STATION DESCRIPTION
 CR0012
 CR0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0012'0.35 MI NW FROM JEFFERSON.
 CR0012'0.35 MILE NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0012'STATION AT JEFFERSON, 6 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN
 CR0012'THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF AN
 CR0012'OVERPASS OF STATE HIGHWAY 49.
 CR0012
 CR0012                          STATION RECOVERY (2003)
 CR0012
 CR0012'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1569 ***********************************************************************
 BL1569  DESIGNATION -  S 1023
 BL1569  PID         -  BL1569
 BL1569  STATE/COUNTY-  TX/WALLER
 BL1569  USGS QUAD   -  HOCKLEY (1980)
 BL1569
 BL1569                         *CURRENT SURVEY CONTROL
 BL1569  ___________________________________________________________________
 BL1569* NAD 83(1986)-  30 05 04.     (N)    095 48 48.     (W)     SCALED    
 BL1569* NAVD 88     -        60.88   (+/-2cm)     199.7    (feet)  VERTCON   
 BL1569  ___________________________________________________________________
 BL1569  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1569
 BL1569  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1569
 BL1569.The horizontal coordinates were scaled from a topographic map and have
 BL1569.an estimated accuracy of +/- 6 seconds.
 BL1569
 BL1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1569.The vertical order pertains to the NGVD 29 superseded value.
 BL1569
 BL1569.The geoid height was determined by GEOID03.
 BL1569
 BL1569;                    North         East    Units  Estimated Accuracy
 BL1569;SPC TXSC     - 4,253,670.      907,160.      MT  (+/- 180 meters Scaled)
 BL1569
 BL1569                          SUPERSEDED SURVEY CONTROL
 BL1569
 BL1569  NGVD 29 (??/??/92)   60.877  (m)          199.73   (f) ADJ UNCH    1 2
 BL1569
 BL1569.Superseded values are not recommended for survey control.
 BL1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1569.See file dsdata.txt to determine how the superseded data were derived.
 BL1569
 BL1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP288314(NAD 83)
 BL1569_MARKER: DB = BENCH MARK DISK
 BL1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1569_STAMPING: S 1023 1954
 BL1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1569+STABILITY: SURFACE MOTION
 BL1569
 BL1569  HISTORY     - Date     Condition        Report By
 BL1569  HISTORY     - 1954     MONUMENTED       CGS
 BL1569  HISTORY     - 1978     GOOD             NGS
 BL1569  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1569
 BL1569                          STATION DESCRIPTION
 BL1569
 BL1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1569'5.6 MI NE FROM HOCKLEY.
 BL1569'2.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1569'RAILROAD STATION AT HOCKLEY, THENCE 1.7 MILES EAST ALONG THE WALLER
 BL1569'AND TOMBALL ROAD, THENCE 1.0 MILE NORTH ALONG NICHOLS ROAD, 72 FEET
 BL1569'NORTH OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER SPRING CREEK,
 BL1569'NEAR THE HARRIS AND WALLER COUNTY LINE, 22 FEET WEST OF THE CENTER
 BL1569'LINE OF NICHOLS ROAD, 43 FEET SOUTH OF A 16 INCH BLAZED PINE TREE, 2
 BL1569'FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 BL1569'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1569
 BL1569                          STATION RECOVERY (1978)
 BL1569
 BL1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1569'3.0 MILES NORTH ALONG HEGAR ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 BL1569'290 IN HOCKLEY, THENCE ABOUT 1.7 MILES EAST ALONG FARM ROAD 2920, AND
 BL1569'THENCE 1.0 MILE NORTH ALONG NICHOLS ROAD, 72 FEET NORTH OF THE
 BL1569'NORTHWEST CORNER OF A WOODEN BRIDGE OVER SPRING CREEK, AND 22 FEET
 BL1569'EAST OF THE EXTENDED CENTERLINE OF THE BRIDGE.
 BL1569
 BL1569                          STATION RECOVERY (1986)
 BL1569
 BL1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1569'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0411 ***********************************************************************
 DM0411  DESIGNATION -  S 1024
 DM0411  PID         -  DM0411
 DM0411  STATE/COUNTY-  TX/HOPKINS
 DM0411  USGS QUAD   -  COMO (1964)
 DM0411
 DM0411                         *CURRENT SURVEY CONTROL
 DM0411  ___________________________________________________________________
 DM0411* NAD 83(1986)-  33 04 51.     (N)    095 29 45.     (W)     SCALED    
 DM0411* NAVD 88     -       162.266  (meters)     532.37   (feet)  ADJUSTED  
 DM0411  ___________________________________________________________________
 DM0411  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DM0411  DYNAMIC HT  -         162.087 (meters)     531.78  (feet)  COMP
 DM0411  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 DM0411
 DM0411  VERT ORDER  -  FIRST     CLASS II
 DM0411
 DM0411.The horizontal coordinates were scaled from a topographic map and have
 DM0411.an estimated accuracy of +/- 6 seconds.
 DM0411
 DM0411.The orthometric height was determined by differential leveling
 DM0411.and adjusted by the National Geodetic Survey in June 1991..
 DM0411
 DM0411.The geoid height was determined by GEOID03.
 DM0411
 DM0411.The dynamic height is computed by dividing the NAVD 88
 DM0411.geopotential number by the normal gravity value computed on the
 DM0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0411.degrees latitude (g = 980.6199 gals.).
 DM0411
 DM0411.The modeled gravity was interpolated from observed gravity values.
 DM0411
 DM0411;                    North         East    Units  Estimated Accuracy
 DM0411;SPC TXNC     - 2,160,830.      880,420.      MT  (+/- 180 meters Scaled)
 DM0411
 DM0411                          SUPERSEDED SURVEY CONTROL
 DM0411
 DM0411  NGVD 29 (??/??/92)  162.265  (m)          532.36   (f) ADJ UNCH    1 2
 DM0411
 DM0411.Superseded values are not recommended for survey control.
 DM0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0411.See file dsdata.txt to determine how the superseded data were derived.
 DM0411
 DM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS670630(NAD 83)
 DM0411_MARKER: DB = BENCH MARK DISK
 DM0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0411_STAMPING: S 1024 1954
 DM0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0411+STABILITY: SURFACE MOTION
 DM0411
 DM0411  HISTORY     - Date     Condition        Report By
 DM0411  HISTORY     - 1954     MONUMENTED       CGS
 DM0411  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 DM0411
 DM0411                          STATION DESCRIPTION
 DM0411
 DM0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0411'7.2 MI SE FROM SULPHUR SPRINGS.
 DM0411'7.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0411'STATION AT SULPHUR SPRINGS, AT A ROAD CROSSING, 1 1/2 POLES NORTHWEST
 DM0411'OF MILEPOST T - 133, 44.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 49
 DM0411'FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 2.3 FEET NORTHEAST OF A
 DM0411'FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 DM0411'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DM0411
 DM0411                          STATION RECOVERY (1995)
 DM0411
 DM0411'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0284 ***********************************************************************
 CR0284  DESIGNATION -  S 1025
 CR0284  PID         -  CR0284
 CR0284  STATE/COUNTY-  TX/WOOD
 CR0284  USGS QUAD   -  WINNSBORO (1980)
 CR0284
 CR0284                         *CURRENT SURVEY CONTROL
 CR0284  ___________________________________________________________________
 CR0284* NAD 83(1986)-  32 56 31.     (N)    095 16 29.     (W)     SCALED    
 CR0284* NAVD 88     -       153.574  (meters)     503.85   (feet)  ADJUSTED  
 CR0284  ___________________________________________________________________
 CR0284  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR0284  DYNAMIC HT  -         153.402 (meters)     503.29  (feet)  COMP
 CR0284  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CR0284
 CR0284  VERT ORDER  -  FIRST     CLASS II
 CR0284
 CR0284.This mark is at Winnsboro Muni (F51) Airport (F51)
 CR0284
 CR0284.The horizontal coordinates were scaled from a topographic map and have
 CR0284.an estimated accuracy of +/- 6 seconds.
 CR0284
 CR0284.The orthometric height was determined by differential leveling
 CR0284.and adjusted by the National Geodetic Survey in June 1991..
 CR0284
 CR0284.The geoid height was determined by GEOID03.
 CR0284
 CR0284.The dynamic height is computed by dividing the NAVD 88
 CR0284.geopotential number by the normal gravity value computed on the
 CR0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0284.degrees latitude (g = 980.6199 gals.).
 CR0284
 CR0284.The modeled gravity was interpolated from observed gravity values.
 CR0284
 CR0284;                    North         East    Units  Estimated Accuracy
 CR0284;SPC TXNC     - 2,146,040.      901,530.      MT  (+/- 180 meters Scaled)
 CR0284
 CR0284                          SUPERSEDED SURVEY CONTROL
 CR0284
 CR0284  NGVD 29 (??/??/92)  153.578  (m)          503.86   (f) ADJ UNCH    1 2
 CR0284
 CR0284.Superseded values are not recommended for survey control.
 CR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0284.See file dsdata.txt to determine how the superseded data were derived.
 CR0284
 CR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS873471(NAD 83)
 CR0284_MARKER: DB = BENCH MARK DISK
 CR0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0284_STAMPING: S 1025 1954
 CR0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0284+STABILITY: SURFACE MOTION
 CR0284
 CR0284  HISTORY     - Date     Condition        Report By
 CR0284  HISTORY     - 1954     MONUMENTED       CGS
 CR0284  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CR0284
 CR0284                          STATION DESCRIPTION
 CR0284
 CR0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0284'1.3 MI SE FROM WINNSBORO.
 CR0284'1.3 MILES SOUTHEAST ALONG FARM ROAD 852 FROM THE LOUISIANA AND
 CR0284'ARKANSAS RAILROAD STATION AT WINNSBORO, 2 FEET SOUTHWEST OF THE SOUTH
 CR0284'CORNER OF THE SOUTHWEST HANGAR AT THE MULINAX AIRPORT, SET IN THE TOP
 CR0284'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CR0284
 CR0284                          STATION RECOVERY (1995)
 CR0284
 CR0284'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0264 ***********************************************************************
 AX0264  DESIGNATION -  S 1026
 AX0264  PID         -  AX0264
 AX0264  STATE/COUNTY-  TX/WALLER
 AX0264  USGS QUAD   -  SUNNY SIDE (1980)
 AX0264
 AX0264                         *CURRENT SURVEY CONTROL
 AX0264  ___________________________________________________________________
 AX0264* NAD 83(1986)-  29 55 04.     (N)    096 01 24.     (W)     SCALED    
 AX0264* NAVD 88     -        51.53   (+/-2cm)     169.1    (feet)  VERTCON   
 AX0264  ___________________________________________________________________
 AX0264  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0264
 AX0264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0264
 AX0264.The horizontal coordinates were scaled from a topographic map and have
 AX0264.an estimated accuracy of +/- 6 seconds.
 AX0264
 AX0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0264.The vertical order pertains to the NGVD 29 superseded value.
 AX0264
 AX0264.The geoid height was determined by GEOID03.
 AX0264
 AX0264;                    North         East    Units  Estimated Accuracy
 AX0264;SPC TXSC     - 4,234,670.      887,390.      MT  (+/- 180 meters Scaled)
 AX0264
 AX0264                          SUPERSEDED SURVEY CONTROL
 AX0264
 AX0264  NGVD 29 (??/??/92)   51.513  (m)          169.01   (f) ADJ UNCH    2 0
 AX0264
 AX0264.Superseded values are not recommended for survey control.
 AX0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0264.See file dsdata.txt to determine how the superseded data were derived.
 AX0264
 AX0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU873134(NAD 83)
 AX0264_MARKER: DB = BENCH MARK DISK
 AX0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0264_STAMPING: S 1026 1954
 AX0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0264+STABILITY: SURFACE MOTION
 AX0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0264+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0264
 AX0264  HISTORY     - Date     Condition        Report By
 AX0264  HISTORY     - 1954     MONUMENTED       CGS
 AX0264  HISTORY     - 1967     GOOD             NGS
 AX0264  HISTORY     - 20030912 GOOD             GEOCAC
 AX0264  HISTORY     - 20041016 GOOD             USPSQD
 AX0264
 AX0264                          STATION DESCRIPTION
 AX0264
 AX0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AX0264'13.95 MI S FROM HEMPSTEAD.
 AX0264'ABOUT 2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0264'HEMPSTEAD, THENCE 11.5 MILES SOUTH ALONG FARM ROAD 359 TO SITE OF
 AX0264'BENCH MARK.  49 FEET EAST OF CENTER LINE OF FARM ROAD 359, 52 FEET
 AX0264'NORTH OF A FARM ROAD, 36 FEET SOUTH OF THE SOUTHWEST CORNER OF AN
 AX0264'ABANDONED HOUSE, 11 FEET NORTHWEST OF A POWER LINE POLE, 1.3 FEET WEST
 AX0264'OF FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  A C AND GS BENCH
 AX0264'MARK DISK SET IN A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 AX0264'THIS BENCH MARK IS 0.55 MILE WEST OF BENCH MARK R 1026.
 AX0264
 AX0264                          STATION RECOVERY (2003)
 AX0264
 AX0264'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AX0264'UPDATED MEASUREMENTS AS FOLLOWS--
 AX0264'22.4 FEET N OF STREET LIGHT POLE, 12 FEET NW OF FENCE CORNER, 112 FEET
 AX0264'SE OF CENTER OF GATE.
 AX0264
 AX0264                          STATION RECOVERY (2004)
 AX0264
 AX0264'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0264'METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1619 ***********************************************************************
 BL1619  DESIGNATION -  S 1028
 BL1619  PID         -  BL1619
 BL1619  STATE/COUNTY-  TX/HARRIS
 BL1619  USGS QUAD   -  WALLER (1980)
 BL1619
 BL1619                         *CURRENT SURVEY CONTROL
 BL1619  ___________________________________________________________________
 BL1619* NAD 83(1986)-  30 02 42.     (N)    095 53 36.     (W)     SCALED    
 BL1619* NAVD 88     -        77.28   (+/-2cm)     253.5    (feet)  VERTCON   
 BL1619  ___________________________________________________________________
 BL1619  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1619
 BL1619  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1619
 BL1619.The horizontal coordinates were scaled from a topographic map and have
 BL1619.an estimated accuracy of +/- 6 seconds.
 BL1619
 BL1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1619.The vertical order pertains to the NGVD 29 superseded value.
 BL1619
 BL1619.The geoid height was determined by GEOID03.
 BL1619
 BL1619;                    North         East    Units  Estimated Accuracy
 BL1619;SPC TXSC     - 4,249,100.      899,560.      MT  (+/- 180 meters Scaled)
 BL1619
 BL1619                          SUPERSEDED SURVEY CONTROL
 BL1619
 BL1619  NGVD 29 (??/??/92)   77.274  (m)          253.52   (f) ADJ UNCH    2 0
 BL1619
 BL1619.Superseded values are not recommended for survey control.
 BL1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1619.See file dsdata.txt to determine how the superseded data were derived.
 BL1619
 BL1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP210273(NAD 83)
 BL1619_MARKER: DB = BENCH MARK DISK
 BL1619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1619_SP_SET: CULVERT
 BL1619_STAMPING: S 1028 1954
 BL1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1619
 BL1619  HISTORY     - Date     Condition        Report By
 BL1619  HISTORY     - 1954     MONUMENTED       CGS
 BL1619  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1619
 BL1619                          STATION DESCRIPTION
 BL1619
 BL1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1619'2.15 MI E FROM WALLER.
 BL1619'2.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 BL1619'RAILROAD STATION AT WALLER, 22 FEET SOUTH OF THE CENTER LINE OF THE
 BL1619'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 BL1619'CONCRETE CULVERT.
 BL1619
 BL1619                          STATION RECOVERY (1978)
 BL1619
 BL1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1619'NOT RECOVERED.  NOTE=A NEW CULVERT HAS BEEN PUT IN THE AREA DESCRIBED,
 BL1619'BENCH MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0174 ***********************************************************************
 BM0174  DESIGNATION -  S 1029 RESET 1957
 BM0174  PID         -  BM0174
 BM0174  STATE/COUNTY-  TX/AUSTIN
 BM0174  USGS QUAD   -  BUCKHORN (1989)
 BM0174
 BM0174                         *CURRENT SURVEY CONTROL
 BM0174  ___________________________________________________________________
 BM0174* NAD 83(1986)-  30 00 17.     (N)    096 10 48.     (W)     SCALED    
 BM0174* NAVD 88     -        53.04   (+/-2cm)     174.0    (feet)  VERTCON   
 BM0174  ___________________________________________________________________
 BM0174  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BM0174
 BM0174  VERT ORDER  -  THIRD (See Below)
 BM0174
 BM0174.The horizontal coordinates were scaled from a topographic map and have
 BM0174.an estimated accuracy of +/- 6 seconds.
 BM0174
 BM0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0174.The vertical order pertains to the NGVD 29 superseded value.
 BM0174
 BM0174.The geoid height was determined by GEOID03.
 BM0174
 BM0174;                    North         East    Units  Estimated Accuracy
 BM0174;SPC TXSC     - 4,243,930.      872,030.      MT  (+/- 180 meters Scaled)
 BM0174
 BM0174                          SUPERSEDED SURVEY CONTROL
 BM0174
 BM0174  NGVD 29 (01/29/03)   53.02   (m)          173.9    (f) RESET       3  
 BM0174
 BM0174.Superseded values are not recommended for survey control.
 BM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0174.See file dsdata.txt to determine how the superseded data were derived.
 BM0174
 BM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU720226(NAD 83)
 BM0174_MARKER: DB = BENCH MARK DISK
 BM0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0174_STAMPING: S 1029 RESET 1957
 BM0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0174+STABILITY: SURFACE MOTION
 BM0174
 BM0174  HISTORY     - Date     Condition        Report By
 BM0174  HISTORY     - 1957     MONUMENTED       CGS
 BM0174  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 BM0174
 BM0174                          STATION DESCRIPTION
 BM0174
 BM0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BM0174'6.0 MI NE FROM BELLVILLE.
 BM0174'ABOUT 6.0 MILES NORTHEAST ALONG STATE HIGHWAY NO. 159 FROM THE
 BM0174'JUNCTION WITH HIGHWAY NO. 36 IN BELLVILLE, ABOUT 20 FEET SOUTHEAST OF
 BM0174'THE SOUTHEAST RIGHT-OF-WAY LINE, IN A FENCE LINE ALONG THE NORTHEAST
 BM0174'SIDE OF A FIELD.  IT IS ABOUT 0.15 MILE NORTHEAST OF A ROAD
 BM0174'INTERSECTION.  A STANDARD DISK STAMPED S 1029 RESET 1957 IN A CONCRETE
 BM0174'POST PROJECTING ABOUT 2 INCHES.  IT IS ABOUT 2 FEET SOUTHEAST OF A 4 X
 BM0174'4 POST.
 BM0174
 BM0174                          STATION RECOVERY (1999)
 BM0174
 BM0174'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0019 ***********************************************************************
 BO0019  DESIGNATION -  S 103
 BO0019  PID         -  BO0019
 BO0019  STATE/COUNTY-  TX/SUTTON
 BO0019  USGS QUAD   -  STEEN LAKE (1982)
 BO0019
 BO0019                         *CURRENT SURVEY CONTROL
 BO0019  ___________________________________________________________________
 BO0019* NAD 83(1986)-  30 29 42.     (N)    100 23 14.     (W)     SCALED    
 BO0019* NAVD 88     -       706.463  (meters)    2317.79   (feet)  POSTED    
 BO0019  ___________________________________________________________________
 BO0019  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 BO0019  DYNAMIC HT  -         705.440 (meters)    2314.43  (feet)  COMP
 BO0019  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 BO0019
 BO0019  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0019
 BO0019.The horizontal coordinates were scaled from a topographic map and have
 BO0019.an estimated accuracy of +/- 6 seconds.
 BO0019
 BO0019.The orthometric height was determined by differential leveling
 BO0019.and adjusted by the National Geodetic Survey in 1992..
 BO0019.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0019.rate of 1.1 thru 2.0 mm/km.
 BO0019
 BO0019.The geoid height was determined by GEOID03.
 BO0019
 BO0019.The dynamic height is computed by dividing the NAVD 88
 BO0019.geopotential number by the normal gravity value computed on the
 BO0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0019.degrees latitude (g = 980.6199 gals.).
 BO0019
 BO0019.The modeled gravity was interpolated from observed gravity values.
 BO0019
 BO0019;                    North         East    Units  Estimated Accuracy
 BO0019;SPC TX C     - 3,091,830.      694,830.      MT  (+/- 180 meters Scaled)
 BO0019
 BO0019                          SUPERSEDED SURVEY CONTROL
 BO0019
 BO0019  NGVD 29 (??/??/92)  706.329  (m)         2317.35   (f) ADJ UNCH    1 2
 BO0019
 BO0019.Superseded values are not recommended for survey control.
 BO0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0019.See file dsdata.txt to determine how the superseded data were derived.
 BO0019
 BO0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU668744(NAD 83)
 BO0019_MARKER: DB = BENCH MARK DISK
 BO0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0019_STAMPING: S 103 1932
 BO0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0019+STABILITY: SURFACE MOTION
 BO0019
 BO0019  HISTORY     - Date     Condition        Report By
 BO0019  HISTORY     - 1932     MONUMENTED       CGS
 BO0019  HISTORY     - 1958     GOOD             NGS
 BO0019
 BO0019                          STATION DESCRIPTION
 BO0019
 BO0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0019'17.2 MI E FROM SONORA.
 BO0019'ABOUT 17.2 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0019'3RD STREET AND CROCKETT AVENUE AT SONORA, 186 FEET NORTH OF THE CENTER
 BO0019'LINE OF THE HIGHWAY, 136 FEET NORTH OF A FENCE LINE, 36 FEET NORTH OF
 BO0019'THE CENTER LINE OF THE OLD HIGHWAY, 2 FEET EAST OF A CONCRETE WITNESS
 BO0019'POST, ABOUT LEVEL WITH THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 BO0019'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0181 ***********************************************************************
 BM0181  DESIGNATION -  S 1030
 BM0181  PID         -  BM0181
 BM0181  STATE/COUNTY-  TX/AUSTIN
 BM0181  USGS QUAD   -  KENNEY (1989)
 BM0181
 BM0181                         *CURRENT SURVEY CONTROL
 BM0181  ___________________________________________________________________
 BM0181* NAD 83(1986)-  30 03 10.     (N)    096 16 02.     (W)     SCALED    
 BM0181* NAVD 88     -        74.41   (+/-2cm)     244.1    (feet)  VERTCON   
 BM0181  ___________________________________________________________________
 BM0181  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BM0181
 BM0181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0181
 BM0181.The horizontal coordinates were scaled from a topographic map and have
 BM0181.an estimated accuracy of +/- 6 seconds.
 BM0181
 BM0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0181.The vertical order pertains to the NGVD 29 superseded value.
 BM0181
 BM0181.The geoid height was determined by GEOID03.
 BM0181
 BM0181;                    North         East    Units  Estimated Accuracy
 BM0181;SPC TXSC     - 4,249,060.      863,500.      MT  (+/- 180 meters Scaled)
 BM0181
 BM0181                          SUPERSEDED SURVEY CONTROL
 BM0181
 BM0181  NGVD 29 (??/??/92)   74.384  (m)          244.04   (f) ADJ UNCH    2 0
 BM0181
 BM0181.Superseded values are not recommended for survey control.
 BM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0181.See file dsdata.txt to determine how the superseded data were derived.
 BM0181
 BM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU634277(NAD 83)
 BM0181_MARKER: DB = BENCH MARK DISK
 BM0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0181_STAMPING: S 1030 1954
 BM0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0181+STABILITY: SURFACE MOTION
 BM0181
 BM0181  HISTORY     - Date     Condition        Report By
 BM0181  HISTORY     - 1954     MONUMENTED       CGS
 BM0181  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0181
 BM0181                          STATION DESCRIPTION
 BM0181
 BM0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0181'3.6 MI NE FROM KENNEY.
 BM0181'0.6 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BM0181'THE STATION AT KENNEY, THENCE 3.0 MILES NORTHEAST ALONG A GRADED DIRT
 BM0181'ROAD, 22 FEET NORTH OF THE CENTER LINE OF A ROAD, 2 FEET SOUTH OF A
 BM0181'FENCE, 2.9 FEET EAST OF A WITNESS POST, 0.1 MILE EAST OF A PRIVATE
 BM0181'DRIVEWAY LEADING NORTH TO A LARGE BRICK HOUSE, SET IN THE TOP OF A
 BM0181'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0181
 BM0181                          STATION RECOVERY (1999)
 BM0181
 BM0181'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1452 ***********************************************************************
 BL1452  DESIGNATION -  S 1031 RESET 1966
 BL1452  PID         -  BL1452
 BL1452  STATE/COUNTY-  TX/GRIMES
 BL1452  USGS QUAD   -  STONEHAM (1961)
 BL1452
 BL1452                         *CURRENT SURVEY CONTROL
 BL1452  ___________________________________________________________________
 BL1452* NAD 83(1986)-  30 21 07.     (N)    095 59 31.     (W)     SCALED    
 BL1452* NAVD 88     -        75.60   (+/-2cm)     248.0    (feet)  VERTCON   
 BL1452  ___________________________________________________________________
 BL1452  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BL1452
 BL1452  VERT ORDER  -  THIRD (See Below)
 BL1452
 BL1452.The horizontal coordinates were scaled from a topographic map and have
 BL1452.an estimated accuracy of +/- 6 seconds.
 BL1452
 BL1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1452.The vertical order pertains to the NGVD 29 superseded value.
 BL1452
 BL1452.The geoid height was determined by GEOID03.
 BL1452
 BL1452;                    North         East    Units  Estimated Accuracy
 BL1452;SPC TX C     - 3,084,110.    1,117,270.      MT  (+/- 180 meters Scaled)
 BL1452
 BL1452                          SUPERSEDED SURVEY CONTROL
 BL1452
 BL1452  NGVD 29 (??/??/??)   75.58   (m)          248.0    (f) RESET       3  
 BL1452
 BL1452.Superseded values are not recommended for survey control.
 BL1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1452.See file dsdata.txt to determine how the superseded data were derived.
 BL1452
 BL1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP123615(NAD 83)
 BL1452_MARKER: DB = BENCH MARK DISK
 BL1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1452_STAMPING: S 1031 RESET 1966
 BL1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1452+STABILITY: SURFACE MOTION
 BL1452
 BL1452  HISTORY     - Date     Condition        Report By
 BL1452  HISTORY     - 1966     MONUMENTED       CGS
 BL1452  HISTORY     - 19940820 GOOD             USPSQD
 BL1452  HISTORY     - 19991107 GOOD             USPSQD
 BL1452
 BL1452                          STATION DESCRIPTION
 BL1452
 BL1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BL1452'6.7 MI SE FROM NAVASOTA.
 BL1452'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAYS 6 AND 105 FROM THE
 BL1452'JUNCTION OF STATE HIGHWAYS 6,105 AND 90 IN NAVASOTA, THENCE 5.7 MILES
 BL1452'EAST ALONG STATE HIGHWAY 105, THENCE 0.1 MILE SOUTH ALONG F.M. HIGHWAY
 BL1452'2988 TO SITE OF BENCH MARK, 49 FEET WEST OF THE CENTER LINE OF
 BL1452'HIGHWAY, 45 FEET SOUTH OF THE SOUTH RAIL OF THE SANTA FE RAILROAD
 BL1452'TRACKS, AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD DISK SET
 BL1452'IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE
 BL1452'SURFACE OF THE GROUND.  IT IS AT HIGHWAY STATION 4 + 60.
 BL1452
 BL1452                          STATION RECOVERY (1994)
 BL1452
 BL1452'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1452'RECOVERED IN GOOD CONDITION.
 BL1452
 BL1452                          STATION RECOVERY (1999)
 BL1452
 BL1452'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0073 ***********************************************************************
 BM0073  DESIGNATION -  S 1032
 BM0073  PID         -  BM0073
 BM0073  STATE/COUNTY-  TX/GRIMES
 BM0073  USGS QUAD   -  COURTNEY (1989)
 BM0073
 BM0073                         *CURRENT SURVEY CONTROL
 BM0073  ___________________________________________________________________
 BM0073* NAD 83(1986)-  30 16 42.     (N)    096 04 04.     (W)     SCALED    
 BM0073* NAVD 88     -        53.90   (+/-2cm)     176.8    (feet)  VERTCON   
 BM0073  ___________________________________________________________________
 BM0073  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BM0073
 BM0073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0073
 BM0073.The horizontal coordinates were scaled from a topographic map and have
 BM0073.an estimated accuracy of +/- 6 seconds.
 BM0073
 BM0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0073.The vertical order pertains to the NGVD 29 superseded value.
 BM0073
 BM0073.The geoid height was determined by GEOID03.
 BM0073
 BM0073;                    North         East    Units  Estimated Accuracy
 BM0073;SPC TX C     - 3,075,680.    1,110,300.      MT  (+/- 180 meters Scaled)
 BM0073
 BM0073                          SUPERSEDED SURVEY CONTROL
 BM0073
 BM0073  NGVD 29 (??/??/92)   53.882  (m)          176.78   (f) ADJ UNCH    2 0
 BM0073
 BM0073.Superseded values are not recommended for survey control.
 BM0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0073.See file dsdata.txt to determine how the superseded data were derived.
 BM0073
 BM0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU820532(NAD 83)
 BM0073_MARKER: DB = BENCH MARK DISK
 BM0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0073_STAMPING: S 1032 1954
 BM0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0073+STABILITY: SURFACE MOTION
 BM0073
 BM0073  HISTORY     - Date     Condition        Report By
 BM0073  HISTORY     - 1954     MONUMENTED       CGS
 BM0073  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0073
 BM0073                          STATION DESCRIPTION
 BM0073
 BM0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0073'0.9 MI N FROM COURTNEY.
 BM0073'0.9 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0073'STATION SIGN AT COURTNEY, 0.3 MILE NORTH OF MILEPOST 63, 46 FEET WEST
 BM0073'OF THE WEST RAIL, 11 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 5
 BM0073'FEET NORTH OF A TELEPHONE POLE, 3 FEET NORTH OF A WITNESS POST, 1 FOOT
 BM0073'EAST OF A FENCE, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 BM0073'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0073
 BM0073                          STATION RECOVERY (1991)
 BM0073
 BM0073'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1517 ***********************************************************************
 BL1517  DESIGNATION -  S 1033
 BL1517  PID         -  BL1517
 BL1517  STATE/COUNTY-  TX/GRIMES
 BL1517  USGS QUAD   -  STONEHAM (1961)
 BL1517
 BL1517                         *CURRENT SURVEY CONTROL
 BL1517  ___________________________________________________________________
 BL1517* NAD 83(1986)-  30 16 07.     (N)    095 53 56.     (W)     SCALED    
 BL1517* NAVD 88     -       112.21   (+/-2cm)     368.1    (feet)  VERTCON   
 BL1517  ___________________________________________________________________
 BL1517  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1517
 BL1517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1517
 BL1517.The horizontal coordinates were scaled from a topographic map and have
 BL1517.an estimated accuracy of +/- 6 seconds.
 BL1517
 BL1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1517.The vertical order pertains to the NGVD 29 superseded value.
 BL1517
 BL1517.The geoid height was determined by GEOID03.
 BL1517
 BL1517;                    North         East    Units  Estimated Accuracy
 BL1517;SPC TX C     - 3,075,230.    1,126,580.      MT  (+/- 180 meters Scaled)
 BL1517
 BL1517                          SUPERSEDED SURVEY CONTROL
 BL1517
 BL1517  NGVD 29 (??/??/92)  112.188  (m)          368.07   (f) ADJ UNCH    2 0
 BL1517
 BL1517.Superseded values are not recommended for survey control.
 BL1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1517.See file dsdata.txt to determine how the superseded data were derived.
 BL1517
 BL1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP211521(NAD 83)
 BL1517_MARKER: DB = BENCH MARK DISK
 BL1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1517_STAMPING: S 1033 1954
 BL1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1517+STABILITY: SURFACE MOTION
 BL1517
 BL1517  HISTORY     - Date     Condition        Report By
 BL1517  HISTORY     - 1954     MONUMENTED       CGS
 BL1517
 BL1517                          STATION DESCRIPTION
 BL1517
 BL1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1517'12.9 MI W FROM MAGNOLIA.
 BL1517'7.0 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1517'RAILROAD FROM THE STATION AT MAGNOLIA, THENCE 2.9 MILES WEST ALONG A
 BL1517'TRACK ROAD, THENCE 0.3 MILE NORTH ALONG A TRACK ROAD, THENCE 0.6 MILE
 BL1517'WEST ALONG A TRACK ROAD, THENCE 1.9 MILES SOUTHWEST ALONG A TRACK
 BL1517'ROAD, THENCE 0.2 MILE WEST ALONG A TRACK ROAD, 0.4 MILE EAST OF A
 BL1517'CREEK, 75 FEET WEST OF A CURVE IN THE ROAD, 11 FEET SOUTH OF THE
 BL1517'CENTER LINE OF THE TRACK ROAD, 2.4 FEET EAST OF A WITNESS POST, 1.0
 BL1517'MILE EAST OF BENCH MARK J 1033, SET IN THE TOP OF A CONCRETE POST
 BL1517'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0198 ***********************************************************************
 DN0198  DESIGNATION -  S 1035
 DN0198  PID         -  DN0198
 DN0198  STATE/COUNTY-  TX/HUNT
 DN0198  USGS QUAD   -  FARMERSVILLE (1962)
 DN0198
 DN0198                         *CURRENT SURVEY CONTROL
 DN0198  ___________________________________________________________________
 DN0198* NAD 83(1986)-  33 09 14.     (N)    096 17 35.     (W)     SCALED    
 DN0198* NAVD 88     -       194.863  (meters)     639.31   (feet)  ADJUSTED  
 DN0198  ___________________________________________________________________
 DN0198  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0198  DYNAMIC HT  -         194.651 (meters)     638.62  (feet)  COMP
 DN0198  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 DN0198
 DN0198  VERT ORDER  -  SECOND    CLASS 0
 DN0198
 DN0198.The horizontal coordinates were scaled from a topographic map and have
 DN0198.an estimated accuracy of +/- 6 seconds.
 DN0198
 DN0198.The orthometric height was determined by differential leveling
 DN0198.and adjusted by the National Geodetic Survey in June 1991..
 DN0198
 DN0198.The geoid height was determined by GEOID03.
 DN0198
 DN0198.The dynamic height is computed by dividing the NAVD 88
 DN0198.geopotential number by the normal gravity value computed on the
 DN0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0198.degrees latitude (g = 980.6199 gals.).
 DN0198
 DN0198.The modeled gravity was interpolated from observed gravity values.
 DN0198
 DN0198;                    North         East    Units  Estimated Accuracy
 DN0198;SPC TXNC     - 2,167,080.      805,850.      MT  (+/- 180 meters Scaled)
 DN0198
 DN0198                          SUPERSEDED SURVEY CONTROL
 DN0198
 DN0198  NGVD 29 (??/??/92)  194.830  (m)          639.20   (f) ADJ UNCH    2 0
 DN0198
 DN0198.Superseded values are not recommended for survey control.
 DN0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0198.See file dsdata.txt to determine how the superseded data were derived.
 DN0198
 DN0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB524716(NAD 83)
 DN0198_MARKER: DB = BENCH MARK DISK
 DN0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0198_STAMPING: S 1035 1954
 DN0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0198+STABILITY: SURFACE MOTION
 DN0198
 DN0198  HISTORY     - Date     Condition        Report By
 DN0198  HISTORY     - 1954     MONUMENTED       CGS
 DN0198  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0198
 DN0198                          STATION DESCRIPTION
 DN0198
 DN0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0198'2.85 MI W FROM FLOYD.
 DN0198'2.85 MILES WEST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0198'THE STATION SIGN AT FLOYD, 5 RAILS WEST OF A PRIVATE ROAD CROSSING, 37
 DN0198'FEET SOUTH OF THE SOUTH RAIL, 44 FEET NORTH OF THE CENTER LINE OF
 DN0198'STATE HIGHWAY 24, 2.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 DN0198'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 DN0198
 DN0198                          STATION RECOVERY (1994)
 DN0198
 DN0198'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1776 ***********************************************************************
 BK1776  DESIGNATION -  S 1036
 BK1776  PID         -  BK1776
 BK1776  STATE/COUNTY-  TX/ORANGE
 BK1776  USGS QUAD   -  TERRY (1974)
 BK1776
 BK1776                         *CURRENT SURVEY CONTROL
 BK1776  ___________________________________________________________________
 BK1776* NAD 83(1986)-  30 06 04.     (N)    093 58 48.     (W)     SCALED    
 BK1776* NAVD 88     -         5.244  (meters)      17.20   (feet)  ADJUSTED  
 BK1776  ___________________________________________________________________
 BK1776  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1776  DYNAMIC HT  -           5.237 (meters)      17.18  (feet)  COMP
 BK1776  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 BK1776
 BK1776  VERT ORDER  -  FIRST     CLASS I
 BK1776
 BK1776.The horizontal coordinates were scaled from a topographic map and have
 BK1776.an estimated accuracy of +/- 6 seconds.
 BK1776
 BK1776.The orthometric height was determined by differential leveling
 BK1776.and adjusted by the National Geodetic Survey in June 1991..
 BK1776
 BK1776.The geoid height was determined by GEOID03.
 BK1776
 BK1776.The dynamic height is computed by dividing the NAVD 88
 BK1776.geopotential number by the normal gravity value computed on the
 BK1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1776.degrees latitude (g = 980.6199 gals.).
 BK1776
 BK1776.The modeled gravity was interpolated from observed gravity values.
 BK1776
 BK1776;                    North         East    Units  Estimated Accuracy
 BK1776;SPC TX C     - 3,065,650.    1,312,060.      MT  (+/- 180 meters Scaled)
 BK1776
 BK1776                          SUPERSEDED SURVEY CONTROL
 BK1776
 BK1776  NGVD 29 (??/??/??)    5.225  (m)           17.14   (f) ADJUSTED    1 1
 BK1776
 BK1776.Superseded values are not recommended for survey control.
 BK1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1776.See file dsdata.txt to determine how the superseded data were derived.
 BK1776
 BK1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP055303(NAD 83)
 BK1776_MARKER: DB = BENCH MARK DISK
 BK1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1776_SP_SET: CONCRETE POST
 BK1776_STAMPING: S 1036 1955
 BK1776_MARK LOGO: CGS   
 BK1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1776+STABILITY: SURFACE MOTION
 BK1776
 BK1776  HISTORY     - Date     Condition        Report By
 BK1776  HISTORY     - 1955     MONUMENTED       CGS
 BK1776  HISTORY     - 1972     GOOD             NGS
 BK1776  HISTORY     - 1986     GOOD             NGS
 BK1776  HISTORY     - 20010331 GOOD             USPSQD
 BK1776
 BK1776                          STATION DESCRIPTION
 BK1776
 BK1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1776'7.1 MI E FROM BEAUMONT.
 BK1776'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BK1776'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BK1776'BEAUMONT, THENCE 6.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BK1776'0.3 MILE EAST OF A CURVE IN AN ASPHALT ROAD, 70 1/2 FEET NORTHWEST OF
 BK1776'AND ACROSS TWO TRACKS FROM MILEPOST 271, 41 FEET NORTH OF AND ACROSS A
 BK1776'SIDETRACK FROM THE NORTHRAIL OF MAIN TRACK, 25.8 FEET NORTH OF THE
 BK1776'NORTH RAIL OF A SIDETRACK, 37 FEET EAST OF A POWER POLE BEARING A
 BK1776'TRANSFORMER, 35 FEET SOUTH OF THE CENTER LINE OF AN ASPHALT ROAD, 0.8
 BK1776'FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE
 BK1776'ROAD, 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BK1776'CONCRETE POST 12 INCHES BELOW THE LEVEL OF THE GROUND.
 BK1776
 BK1776                          STATION RECOVERY (1986)
 BK1776
 BK1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1776'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BK1776'THE MARK IS 30.1 METERS (99.0 FT) NORTHEAST AND ACROSS TWO SETS OF
 BK1776'TRACKS FROM MILEPOST 271 AND IS 0.76 METERS (2.5 FT) BELOW GROUND.
 BK1776
 BK1776                          STATION RECOVERY (2001)
 BK1776
 BK1776'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRM)
 BK1776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0126 ***********************************************************************
 EO0126  DESIGNATION -  S 1037
 EO0126  PID         -  EO0126
 EO0126  STATE/COUNTY-  TX/PARMER
 EO0126  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0126
 EO0126                         *CURRENT SURVEY CONTROL
 EO0126  ___________________________________________________________________
 EO0126* NAD 83(1986)-  34 27 59.     (N)    102 55 57.     (W)     SCALED    
 EO0126* NAVD 88     -      1254.365  (meters)    4115.36   (feet)  ADJUSTED  
 EO0126  ___________________________________________________________________
 EO0126  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 EO0126  DYNAMIC HT  -        1252.730 (meters)    4110.00  (feet)  COMP
 EO0126  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 EO0126
 EO0126  VERT ORDER  -  FIRST     CLASS II
 EO0126
 EO0126.The horizontal coordinates were scaled from a topographic map and have
 EO0126.an estimated accuracy of +/- 6 seconds.
 EO0126
 EO0126.The orthometric height was determined by differential leveling
 EO0126.and adjusted by the National Geodetic Survey in June 1991..
 EO0126
 EO0126.The geoid height was determined by GEOID03.
 EO0126
 EO0126.The dynamic height is computed by dividing the NAVD 88
 EO0126.geopotential number by the normal gravity value computed on the
 EO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0126.degrees latitude (g = 980.6199 gals.).
 EO0126
 EO0126.The modeled gravity was interpolated from observed gravity values.
 EO0126
 EO0126;                    North         East    Units  Estimated Accuracy
 EO0126;SPC TX N     - 1,052,700.       68,390.      MT  (+/- 180 meters Scaled)
 EO0126
 EO0126                          SUPERSEDED SURVEY CONTROL
 EO0126
 EO0126  NGVD 29 (??/??/92) 1253.801  (m)         4113.51   (f) ADJ UNCH    1 2
 EO0126
 EO0126.Superseded values are not recommended for survey control.
 EO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0126.See file dsdata.txt to determine how the superseded data were derived.
 EO0126
 EO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU898158(NAD 83)
 EO0126_MARKER: DB = BENCH MARK DISK
 EO0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0126_STAMPING: S 1037 1958
 EO0126_MARK LOGO: CGS   
 EO0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0126+STABILITY: SURFACE MOTION
 EO0126
 EO0126  HISTORY     - Date     Condition        Report By
 EO0126  HISTORY     - 1958     MONUMENTED       CGS
 EO0126  HISTORY     - 1984     GOOD             NGS
 EO0126
 EO0126                          STATION DESCRIPTION
 EO0126
 EO0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0126'4.8 MI SW FROM BOVINA.
 EO0126'ABOUT 4.8 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0126'FROM THE STATION AT BOVINA, 83 FEET EAST AND ACROSS THE TRACK FROM
 EO0126'MILE POST 639, 57 FEET SOUTHEAST OF THE NEAR RAIL, 43 FEET NORTHWEST
 EO0126'OF THE CENTER LINE OF A DIRT ROAD, 18 FEET SOUTHEAST OF A TELEPHONE
 EO0126'POLE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 EO0126'BELOW THE TRACK, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 EO0126'CONCRETE POST PROJECTING 6 INCHES.
 EO0126
 EO0126                          STATION RECOVERY (1984)
 EO0126
 EO0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0126'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.5 KM
 EO0126'(8.4 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0126'RAILROAD FROM THE STATION IN TEXICO, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0200 ***********************************************************************
 EO0200  DESIGNATION -  S 1038
 EO0200  PID         -  EO0200
 EO0200  STATE/COUNTY-  TX/PARMER
 EO0200  USGS QUAD   -  FRIONA (1980)
 EO0200
 EO0200                         *CURRENT SURVEY CONTROL
 EO0200  ___________________________________________________________________
 EO0200* NAD 83(1986)-  34 38 23.     (N)    102 42 21.     (W)     SCALED    
 EO0200* NAVD 88     -      1219.141  (meters)    3999.80   (feet)  ADJUSTED  
 EO0200  ___________________________________________________________________
 EO0200  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 EO0200  DYNAMIC HT  -        1217.566 (meters)    3994.63  (feet)  COMP
 EO0200  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 EO0200
 EO0200  VERT ORDER  -  FIRST     CLASS II
 EO0200
 EO0200.The horizontal coordinates were scaled from a topographic map and have
 EO0200.an estimated accuracy of +/- 6 seconds.
 EO0200
 EO0200.The orthometric height was determined by differential leveling
 EO0200.and adjusted by the National Geodetic Survey in June 1991..
 EO0200
 EO0200.The geoid height was determined by GEOID03.
 EO0200
 EO0200.The dynamic height is computed by dividing the NAVD 88
 EO0200.geopotential number by the normal gravity value computed on the
 EO0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0200.degrees latitude (g = 980.6199 gals.).
 EO0200
 EO0200.The modeled gravity was interpolated from observed gravity values.
 EO0200
 EO0200;                    North         East    Units  Estimated Accuracy
 EO0200;SPC TX N     - 1,071,640.       89,440.      MT  (+/- 180 meters Scaled)
 EO0200
 EO0200                          SUPERSEDED SURVEY CONTROL
 EO0200
 EO0200  NGVD 29 (??/??/92) 1218.581  (m)         3997.96   (f) ADJ UNCH    1 2
 EO0200
 EO0200.Superseded values are not recommended for survey control.
 EO0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0200.See file dsdata.txt to determine how the superseded data were derived.
 EO0200
 EO0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU102354(NAD 83)
 EO0200_MARKER: DB = BENCH MARK DISK
 EO0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0200_STAMPING: S 1038 1958
 EO0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0200+STABILITY: SURFACE MOTION
 EO0200
 EO0200  HISTORY     - Date     Condition        Report By
 EO0200  HISTORY     - 1958     MONUMENTED       CGS
 EO0200  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0200
 EO0200                          STATION DESCRIPTION
 EO0200
 EO0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0200'0.85 MI NE FROM FRIONA.
 EO0200'ABOUT 0.85 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0200'FROM THE STATION AT FRIONA, 35 FEET NORTHWEST OF MILE POST 621, 44 1/2
 EO0200'FEET NORTHWEST OF THE NEAR RAIL OF THE MAIN TRACK, 2 FEET SOUTHEAST OF
 EO0200'A FENCE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 EO0200'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0200
 EO0200                          STATION RECOVERY (1984)
 EO0200
 EO0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0200'NOTE=THERE IS A NEW FEED MILL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0154 ***********************************************************************
 BO0154  DESIGNATION -  S 104 RESET 1967
 BO0154  PID         -  BO0154
 BO0154  STATE/COUNTY-  TX/CROCKETT
 BO0154  USGS QUAD   -  CROCKETT HEIGHTS (1982)
 BO0154
 BO0154                         *CURRENT SURVEY CONTROL
 BO0154  ___________________________________________________________________
 BO0154* NAD 83(1986)-  30 41 50.     (N)    101 05 48.     (W)     SCALED    
 BO0154* NAVD 88     -       755.22   (meters)    2477.8    (feet)  RESET     
 BO0154  ___________________________________________________________________
 BO0154  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BO0154
 BO0154  VERT ORDER  -  THIRD
 BO0154
 BO0154.The horizontal coordinates were scaled from a topographic map and have
 BO0154.an estimated accuracy of +/- 6 seconds.
 BO0154
 BO0154.The orthometric height was computed from unverified reset data.
 BO0154
 BO0154.The geoid height was determined by GEOID03.
 BO0154
 BO0154;                    North         East    Units  Estimated Accuracy
 BO0154;SPC TX C     - 3,114,490.      626,880.      MT  (+/- 180 meters Scaled)
 BO0154
 BO0154                          SUPERSEDED SURVEY CONTROL
 BO0154
 BO0154.No superseded survey control is available for this station.
 BO0154
 BO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU991979(NAD 83)
 BO0154_MARKER: DB = BENCH MARK DISK
 BO0154_SETTING: 80 = SET IN A BOULDER
 BO0154_SP_SET: BOULDER
 BO0154_STAMPING: S 104 1933 RESET 1967
 BO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0154+STABILITY: SURFACE MOTION
 BO0154
 BO0154  HISTORY     - Date     Condition        Report By
 BO0154  HISTORY     - 1967     MONUMENTED       USGS
 BO0154
 BO0154                          STATION DESCRIPTION
 BO0154
 BO0154'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0154'6.4 MI E FROM OZONA.
 BO0154'ABOUT 6.4 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0154'OZONA, 84 FEET SOUTH AND 134 FEET WEST OF POWER POLE 307, 81 FEET
 BO0154'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AT A ROCK OUTCROP, AND SET IN A
 BO0154'LIMESTONE BOULDER ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0022 ***********************************************************************
 EO0022  DESIGNATION -  S 1040
 EO0022  PID         -  EO0022
 EO0022  STATE/COUNTY-  TX/DEAF SMITH
 EO0022  USGS QUAD   -  DAWN (1984)
 EO0022
 EO0022                         *CURRENT SURVEY CONTROL
 EO0022  ___________________________________________________________________
 EO0022* NAD 83(1986)-  34 57 40.     (N)    102 12 15.     (W)     SCALED    
 EO0022* NAVD 88     -      1159.269  (meters)    3803.37   (feet)  ADJUSTED  
 EO0022  ___________________________________________________________________
 EO0022  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 EO0022  DYNAMIC HT  -        1157.838 (meters)    3798.67  (feet)  COMP
 EO0022  MODELED GRAV-     979,360.7   (mgal)                       NAVD 88
 EO0022
 EO0022  VERT ORDER  -  FIRST     CLASS II
 EO0022
 EO0022.The horizontal coordinates were scaled from a topographic map and have
 EO0022.an estimated accuracy of +/- 6 seconds.
 EO0022
 EO0022.The orthometric height was determined by differential leveling
 EO0022.and adjusted by the National Geodetic Survey in June 1991..
 EO0022
 EO0022.The geoid height was determined by GEOID03.
 EO0022
 EO0022.The dynamic height is computed by dividing the NAVD 88
 EO0022.geopotential number by the normal gravity value computed on the
 EO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0022.degrees latitude (g = 980.6199 gals.).
 EO0022
 EO0022.The modeled gravity was interpolated from observed gravity values.
 EO0022
 EO0022;                    North         East    Units  Estimated Accuracy
 EO0022;SPC TX N     - 1,106,850.      135,690.      MT  (+/- 180 meters Scaled)
 EO0022
 EO0022                          SUPERSEDED SURVEY CONTROL
 EO0022
 EO0022  NGVD 29 (??/??/92) 1158.748  (m)         3801.66   (f) ADJ UNCH    1 2
 EO0022
 EO0022.Superseded values are not recommended for survey control.
 EO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0022.See file dsdata.txt to determine how the superseded data were derived.
 EO0022
 EO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU552723(NAD 83)
 EO0022_MARKER: DB = BENCH MARK DISK
 EO0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0022_STAMPING: S 1040 1958
 EO0022_MARK LOGO: CGS   
 EO0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0022+STABILITY: SURFACE MOTION
 EO0022
 EO0022  HISTORY     - Date     Condition        Report By
 EO0022  HISTORY     - 1958     MONUMENTED       CGS
 EO0022  HISTORY     - 1984     GOOD             NGS
 EO0022
 EO0022                          STATION DESCRIPTION
 EO0022
 EO0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0022'10.0 MI W FROM UMBARGER.
 EO0022'ABOUT 6.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0022'FROM THE STATION AT UMBARGER, THENCE ABOUT 3.7 MILES NORTH ALONG FARM
 EO0022'ROAD 809, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF
 EO0022'A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE, 2 FEET NORTH OF A METAL
 EO0022'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 EO0022'POST PROJECTING 6 INCHES.
 EO0022
 EO0022                          STATION RECOVERY (1984)
 EO0022
 EO0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0022'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.3 KM
 EO0022'(12.6 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0022'RAILROAD FROM THE STATION IN HEREFORD, THENCE 6.1 KM (3.8 MI) NORTH
 EO0022'ALONG FARM ROAD 809.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0245 ***********************************************************************
 DM0245  DESIGNATION -  S 1041
 DM0245  PID         -  DM0245
 DM0245  STATE/COUNTY-  TX/MORRIS
 DM0245  USGS QUAD   -  CASON (1980)
 DM0245
 DM0245                         *CURRENT SURVEY CONTROL
 DM0245  ___________________________________________________________________
 DM0245* NAD 83(1986)-  33 01 50.     (N)    094 46 54.     (W)     SCALED    
 DM0245* NAVD 88     -        82.428  (meters)     270.43   (feet)  ADJUSTED  
 DM0245  ___________________________________________________________________
 DM0245  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0245  DYNAMIC HT  -          82.337 (meters)     270.13  (feet)  COMP
 DM0245  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 DM0245
 DM0245  VERT ORDER  -  FIRST     CLASS II
 DM0245
 DM0245.The horizontal coordinates were scaled from a topographic map and have
 DM0245.an estimated accuracy of +/- 6 seconds.
 DM0245
 DM0245.The orthometric height was determined by differential leveling
 DM0245.and adjusted by the National Geodetic Survey in June 1991..
 DM0245
 DM0245.The geoid height was determined by GEOID03.
 DM0245
 DM0245.The dynamic height is computed by dividing the NAVD 88
 DM0245.geopotential number by the normal gravity value computed on the
 DM0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0245.degrees latitude (g = 980.6199 gals.).
 DM0245
 DM0245.The modeled gravity was interpolated from observed gravity values.
 DM0245
 DM0245;                    North         East    Units  Estimated Accuracy
 DM0245;SPC TXNC     - 2,157,390.      947,250.      MT  (+/- 180 meters Scaled)
 DM0245
 DM0245                          SUPERSEDED SURVEY CONTROL
 DM0245
 DM0245  NGVD 29 (??/??/92)   82.463  (m)          270.55   (f) ADJ UNCH    1 2
 DM0245
 DM0245.Superseded values are not recommended for survey control.
 DM0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0245.See file dsdata.txt to determine how the superseded data were derived.
 DM0245
 DM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS336560(NAD 83)
 DM0245_MARKER: DB = BENCH MARK DISK
 DM0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0245_STAMPING: S 1041 1954
 DM0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0245+STABILITY: SURFACE MOTION
 DM0245
 DM0245  HISTORY     - Date     Condition        Report By
 DM0245  HISTORY     - 1954     MONUMENTED       CGS
 DM0245
 DM0245                          STATION DESCRIPTION
 DM0245
 DM0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0245'3.9 MI W FROM DRINGERFIELD.
 DM0245'3.9 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0245'STATION AT DRINGERFIELD, AT A PRIVATE ROAD CROSSING, 45 FEET NORTH OF
 DM0245'THE NORTH RAIL, 17 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD, 17
 DM0245'FEET EAST OF THE CENTER OF A STEEL GATE, 2.4 FEET SOUTH OF A FENCE,
 DM0245'2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DM0245'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0230 ***********************************************************************
 CR0230  DESIGNATION -  S 1042
 CR0230  PID         -  CR0230
 CR0230  STATE/COUNTY-  TX/MARION
 CR0230  USGS QUAD   -  LASSATER (1961)
 CR0230
 CR0230                         *CURRENT SURVEY CONTROL
 CR0230  ___________________________________________________________________
 CR0230* NAD 83(1986)-  32 52 21.     (N)    094 31 50.     (W)     SCALED    
 CR0230* NAVD 88     -       117.739  (meters)     386.28   (feet)  ADJUSTED  
 CR0230  ___________________________________________________________________
 CR0230  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CR0230  DYNAMIC HT  -         117.608 (meters)     385.85  (feet)  COMP
 CR0230  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 CR0230
 CR0230  VERT ORDER  -  FIRST     CLASS II
 CR0230
 CR0230.The horizontal coordinates were scaled from a topographic map and have
 CR0230.an estimated accuracy of +/- 6 seconds.
 CR0230
 CR0230.The orthometric height was determined by differential leveling
 CR0230.and adjusted by the National Geodetic Survey in June 1991..
 CR0230
 CR0230.The geoid height was determined by GEOID03.
 CR0230
 CR0230.The dynamic height is computed by dividing the NAVD 88
 CR0230.geopotential number by the normal gravity value computed on the
 CR0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0230.degrees latitude (g = 980.6199 gals.).
 CR0230
 CR0230.The modeled gravity was interpolated from observed gravity values.
 CR0230
 CR0230;                    North         East    Units  Estimated Accuracy
 CR0230;SPC TXNC     - 2,140,730.      971,360.      MT  (+/- 180 meters Scaled)
 CR0230
 CR0230                          SUPERSEDED SURVEY CONTROL
 CR0230
 CR0230  NGVD 29 (??/??/92)  117.783  (m)          386.43   (f) ADJ UNCH    1 2
 CR0230
 CR0230.Superseded values are not recommended for survey control.
 CR0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0230.See file dsdata.txt to determine how the superseded data were derived.
 CR0230
 CR0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS568381(NAD 83)
 CR0230_MARKER: DB = BENCH MARK DISK
 CR0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0230_STAMPING: S 1042 1954
 CR0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0230+STABILITY: SURFACE MOTION
 CR0230
 CR0230  HISTORY     - Date     Condition        Report By
 CR0230  HISTORY     - 1954     MONUMENTED       CGS
 CR0230
 CR0230                          STATION DESCRIPTION
 CR0230
 CR0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0230'2.6 MI SE FROM AVINGER.
 CR0230'2.6 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0230'STATION AT AVINGER, 5 POLES SOUTHEAST OF MILEPOST T - 65, 46 FEET
 CR0230'SOUTHWEST OF THE SOUTHWEST RAIL, 36 FEET NORTHEAST OF THE CENTER LINE
 CR0230'OF A ROAD, 3.5 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A
 CR0230'FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CR0230'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0113 ***********************************************************************
 DO0113  DESIGNATION -  S 1043
 DO0113  PID         -  DO0113
 DO0113  STATE/COUNTY-  TX/WICHITA
 DO0113  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0113
 DO0113                         *CURRENT SURVEY CONTROL
 DO0113  ___________________________________________________________________
 DO0113* NAD 83(1986)-  33 59 55.     (N)    098 30 16.     (W)     SCALED    
 DO0113* NAVD 88     -       300.287  (meters)     985.19   (feet)  ADJUSTED  
 DO0113  ___________________________________________________________________
 DO0113  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DO0113  DYNAMIC HT  -         299.960 (meters)     984.12  (feet)  COMP
 DO0113  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 DO0113
 DO0113  VERT ORDER  -  SECOND    CLASS 0
 DO0113
 DO0113.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0113
 DO0113.The horizontal coordinates were scaled from a topographic map and have
 DO0113.an estimated accuracy of +/- 6 seconds.
 DO0113
 DO0113.The orthometric height was determined by differential leveling
 DO0113.and adjusted by the National Geodetic Survey in June 1991..
 DO0113
 DO0113.The geoid height was determined by GEOID03.
 DO0113
 DO0113.The dynamic height is computed by dividing the NAVD 88
 DO0113.geopotential number by the normal gravity value computed on the
 DO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0113.degrees latitude (g = 980.6199 gals.).
 DO0113
 DO0113.The modeled gravity was interpolated from observed gravity values.
 DO0113
 DO0113;                    North         East    Units  Estimated Accuracy
 DO0113;SPC TXNC     - 2,258,600.      599,590.      MT  (+/- 180 meters Scaled)
 DO0113
 DO0113                          SUPERSEDED SURVEY CONTROL
 DO0113
 DO0113  NGVD 29 (??/??/92)  300.191  (m)          984.88   (f) ADJ UNCH    2 0
 DO0113
 DO0113.Superseded values are not recommended for survey control.
 DO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0113.See file dsdata.txt to determine how the superseded data were derived.
 DO0113
 DO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC457621(NAD 83)
 DO0113_MARKER: DB = BENCH MARK DISK
 DO0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0113_STAMPING: S 1043 1957
 DO0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0113+STABILITY: SURFACE MOTION
 DO0113
 DO0113  HISTORY     - Date     Condition        Report By
 DO0113  HISTORY     - 1957     MONUMENTED       CGS
 DO0113  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0113  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0113  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0113
 DO0113                          STATION DESCRIPTION
 DO0113
 DO0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0113'5 MI N FROM WICHITA FALLS.
 DO0113'ABOUT 5 MILES NORTH OF WICHITA FALLS, 500 FEET SOUTH SOUTHEAST OF THE
 DO0113'NORTH NORTHWEST END OF A PROPOSED RUNWAY, 2350.0 FEET WEST SOUTHWEST
 DO0113'OF THE CENTER LINE OF THE PROPOSED RUNWAY, 300 FEET WEST SOUTHWEST OF
 DO0113'AN APRON, ABOUT 100 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DO0113'HANGAR APRON, AT STATION 5 + 00, 2 FEET NORTHEAST OF A WITNESS POST,
 DO0113'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 DO0113
 DO0113                          STATION RECOVERY (1972)
 DO0113
 DO0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0113'MARK NOT FOUND.
 DO0113
 DO0113                          STATION RECOVERY (1984)
 DO0113
 DO0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0113'MARK NOT FOUND.
 DO0113
 DO0113                          STATION RECOVERY (2001)
 DO0113
 DO0113'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0017 ***********************************************************************
 CT0017  DESIGNATION -  S 1048
 CT0017  PID         -  CT0017
 CT0017  STATE/COUNTY-  TX/PALO PINTO
 CT0017  USGS QUAD   -  BRAZOS WEST (1984)
 CT0017
 CT0017                         *CURRENT SURVEY CONTROL
 CT0017  ___________________________________________________________________
 CT0017* NAD 83(1986)-  32 39 15.     (N)    098 08 15.     (W)     SCALED    
 CT0017* NAVD 88     -       243.357  (meters)     798.41   (feet)  ADJUSTED  
 CT0017  ___________________________________________________________________
 CT0017  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CT0017  DYNAMIC HT  -         243.058 (meters)     797.43  (feet)  COMP
 CT0017  MODELED GRAV-     979,403.3   (mgal)                       NAVD 88
 CT0017
 CT0017  VERT ORDER  -  FIRST     CLASS II
 CT0017
 CT0017.The horizontal coordinates were scaled from a topographic map and have
 CT0017.an estimated accuracy of +/- 6 seconds.
 CT0017
 CT0017.The orthometric height was determined by differential leveling
 CT0017.and adjusted by the National Geodetic Survey in June 1991..
 CT0017
 CT0017.The geoid height was determined by GEOID03.
 CT0017
 CT0017.The dynamic height is computed by dividing the NAVD 88
 CT0017.geopotential number by the normal gravity value computed on the
 CT0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0017.degrees latitude (g = 980.6199 gals.).
 CT0017
 CT0017.The modeled gravity was interpolated from observed gravity values.
 CT0017
 CT0017;                    North         East    Units  Estimated Accuracy
 CT0017;SPC TXNC     - 2,109,560.      634,010.      MT  (+/- 180 meters Scaled)
 CT0017
 CT0017                          SUPERSEDED SURVEY CONTROL
 CT0017
 CT0017  NGVD 29 (??/??/92)  243.272  (m)          798.13   (f) ADJ UNCH    1 2
 CT0017
 CT0017.Superseded values are not recommended for survey control.
 CT0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0017.See file dsdata.txt to determine how the superseded data were derived.
 CT0017
 CT0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB808132(NAD 83)
 CT0017_MARKER: DB = BENCH MARK DISK
 CT0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0017_STAMPING: S 1048 1955
 CT0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0017+STABILITY: SURFACE MOTION
 CT0017
 CT0017  HISTORY     - Date     Condition        Report By
 CT0017  HISTORY     - 1955     MONUMENTED       CGS
 CT0017  HISTORY     - 20020316 GOOD             USPSQD
 CT0017
 CT0017                          STATION DESCRIPTION
 CT0017
 CT0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0017'0.9 MI SW FROM BRAZOS.
 CT0017'0.9 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0017'STATION SIGN AT BRAZOS, 8 POLES NORTHEAST OF MILEPOST 302, 93 FEET
 CT0017'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 5.2 FEET SOUTHEAST
 CT0017'OF A FENCE, 8.2 FEET SOUTHWEST OF TELEPHONE POLE 2300, 1.8 FEET
 CT0017'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CT0017'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CT0017
 CT0017                          STATION RECOVERY (2002)
 CT0017
 CT0017'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0171 ***********************************************************************
 CT0171  DESIGNATION -  S 1049
 CT0171  PID         -  CT0171
 CT0171  STATE/COUNTY-  TX/EASTLAND
 CT0171  USGS QUAD   -  RANGER (1987)
 CT0171
 CT0171                         *CURRENT SURVEY CONTROL
 CT0171  ___________________________________________________________________
 CT0171* NAD 83(1986)-  32 25 52.     (N)    098 43 48.     (W)     SCALED    
 CT0171* NAVD 88     -       451.615  (meters)    1481.67   (feet)  ADJUSTED  
 CT0171  ___________________________________________________________________
 CT0171  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CT0171  DYNAMIC HT  -         451.035 (meters)    1479.77  (feet)  COMP
 CT0171  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 CT0171
 CT0171  VERT ORDER  -  FIRST     CLASS II
 CT0171
 CT0171.The horizontal coordinates were scaled from a topographic map and have
 CT0171.an estimated accuracy of +/- 6 seconds.
 CT0171
 CT0171.The orthometric height was determined by differential leveling
 CT0171.and adjusted by the National Geodetic Survey in June 1991..
 CT0171
 CT0171.The geoid height was determined by GEOID03.
 CT0171
 CT0171.The dynamic height is computed by dividing the NAVD 88
 CT0171.geopotential number by the normal gravity value computed on the
 CT0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0171.degrees latitude (g = 980.6199 gals.).
 CT0171
 CT0171.The modeled gravity was interpolated from observed gravity values.
 CT0171
 CT0171;                    North         East    Units  Estimated Accuracy
 CT0171;SPC TXNC     - 2,084,790.      578,370.      MT  (+/- 180 meters Scaled)
 CT0171
 CT0171                          SUPERSEDED SURVEY CONTROL
 CT0171
 CT0171  NGVD 29 (??/??/92)  451.474  (m)         1481.21   (f) ADJ UNCH    1 2
 CT0171
 CT0171.Superseded values are not recommended for survey control.
 CT0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0171.See file dsdata.txt to determine how the superseded data were derived.
 CT0171
 CT0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA253882(NAD 83)
 CT0171_MARKER: DB = BENCH MARK DISK
 CT0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0171_SP_SET: CULVERT
 CT0171_STAMPING: S 1049 1955
 CT0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0171
 CT0171  HISTORY     - Date     Condition        Report By
 CT0171  HISTORY     - 1955     MONUMENTED       CGS
 CT0171  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0171
 CT0171                          STATION DESCRIPTION
 CT0171
 CT0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0171'4.3 MI SW FROM RANGER.
 CT0171'4.3 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0171'STATION AT RANGER, 9 POLES SOUTHWEST OF MILEPOST 345, 9 FEET SOUTHEAST
 CT0171'OF THE SOUTHEAST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 CT0171'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A CONCRETE
 CT0171'CULVERT.
 CT0171
 CT0171                          STATION RECOVERY (2002)
 CT0171
 CT0171'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0348 ***********************************************************************
 BO0348  DESIGNATION -  S 105
 BO0348  PID         -  BO0348
 BO0348  STATE/COUNTY-  TX/PECOS
 BO0348  USGS QUAD   -  SHEFFIELD (1967)
 BO0348
 BO0348                         *CURRENT SURVEY CONTROL
 BO0348  ___________________________________________________________________
 BO0348* NAD 83(1986)-  30 41 26.     (N)    101 49 25.     (W)     SCALED    
 BO0348* NAVD 88     -       661.134  (meters)    2169.07   (feet)  ADJUSTED  
 BO0348  ___________________________________________________________________
 BO0348  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BO0348  DYNAMIC HT  -         660.167 (meters)    2165.90  (feet)  COMP
 BO0348  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 BO0348
 BO0348  VERT ORDER  -  FIRST     CLASS II
 BO0348
 BO0348.The horizontal coordinates were scaled from a topographic map and have
 BO0348.an estimated accuracy of +/- 6 seconds.
 BO0348
 BO0348.The orthometric height was determined by differential leveling
 BO0348.and adjusted by the National Geodetic Survey in June 1991..
 BO0348
 BO0348.The geoid height was determined by GEOID03.
 BO0348
 BO0348.The dynamic height is computed by dividing the NAVD 88
 BO0348.geopotential number by the normal gravity value computed on the
 BO0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0348.degrees latitude (g = 980.6199 gals.).
 BO0348
 BO0348.The modeled gravity was interpolated from observed gravity values.
 BO0348
 BO0348;                    North         East    Units  Estimated Accuracy
 BO0348;SPC TX C     - 3,114,460.      557,230.      MT  (+/- 180 meters Scaled)
 BO0348
 BO0348                          SUPERSEDED SURVEY CONTROL
 BO0348
 BO0348  NGVD 29 (??/??/92)  660.910  (m)         2168.34   (f) ADJ UNCH    1 2
 BO0348
 BO0348.Superseded values are not recommended for survey control.
 BO0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0348.See file dsdata.txt to determine how the superseded data were derived.
 BO0348
 BO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU295987(NAD 83)
 BO0348_MARKER: DB = BENCH MARK DISK
 BO0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0348_SP_SET: BUILDING
 BO0348_STAMPING: S 105 1933 2168.336
 BO0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0348
 BO0348  HISTORY     - Date     Condition        Report By
 BO0348  HISTORY     - 1933     MONUMENTED       CGS
 BO0348  HISTORY     - 1958     GOOD             NGS
 BO0348  HISTORY     - 1967     GOOD             LOCSUR
 BO0348
 BO0348                          STATION DESCRIPTION
 BO0348
 BO0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0348'IN SHEFFIELD.
 BO0348'AT SHEFFIELD, ALONG U. S. HIGHWAY 290, SET VERTICALLY IN THE NORTH
 BO0348'FACE OF THE HALES GARAGE BUILDING, 63 FEET SOUTH OF THE CENTER LINE OF
 BO0348'THE HIGHWAY, ABOUT 89 YARDS WEST OF THE CENTER OF THE JUNCTION OF
 BO0348'STATE HIGHWAY 349, 118 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 BO0348'THE SOUTHEAST CORNER OF THE POST OFFICE, AND 2 1/2 FEET ABOVE THE
 BO0348'ASPHALT DRIVEWAY.
 BO0348
 BO0348                          STATION RECOVERY (1967)
 BO0348
 BO0348'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 BO0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0052 ***********************************************************************
 CT0052  DESIGNATION -  S 1050
 CT0052  PID         -  CT0052
 CT0052  STATE/COUNTY-  TX/PALO PINTO
 CT0052  USGS QUAD   -  STRAWN EAST (1984)
 CT0052
 CT0052                         *CURRENT SURVEY CONTROL
 CT0052  ___________________________________________________________________
 CT0052* NAD 83(1986)-  32 31 12.     (N)    098 25 15.     (W)     SCALED    
 CT0052* NAVD 88     -       301.626  (meters)     989.58   (feet)  ADJUSTED  
 CT0052  ___________________________________________________________________
 CT0052  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0052  DYNAMIC HT  -         301.250 (meters)     988.35  (feet)  COMP
 CT0052  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 CT0052
 CT0052  VERT ORDER  -  FIRST     CLASS II
 CT0052
 CT0052.The horizontal coordinates were scaled from a topographic map and have
 CT0052.an estimated accuracy of +/- 6 seconds.
 CT0052
 CT0052.The orthometric height was determined by differential leveling
 CT0052.and adjusted by the National Geodetic Survey in June 1991..
 CT0052
 CT0052.The geoid height was determined by GEOID03.
 CT0052
 CT0052.The dynamic height is computed by dividing the NAVD 88
 CT0052.geopotential number by the normal gravity value computed on the
 CT0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0052.degrees latitude (g = 980.6199 gals.).
 CT0052
 CT0052.The modeled gravity was interpolated from observed gravity values.
 CT0052
 CT0052;                    North         East    Units  Estimated Accuracy
 CT0052;SPC TXNC     - 2,094,630.      607,440.      MT  (+/- 180 meters Scaled)
 CT0052
 CT0052                          SUPERSEDED SURVEY CONTROL
 CT0052
 CT0052  NGVD 29 (??/??/92)  301.52   (m)          989.2    (f) COMPUTED    1 2
 CT0052
 CT0052.Superseded values are not recommended for survey control.
 CT0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0052.See file dsdata.txt to determine how the superseded data were derived.
 CT0052
 CT0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA543982(NAD 83)
 CT0052_MARKER: DB = BENCH MARK DISK
 CT0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0052_SP_SET: CULVERT
 CT0052_STAMPING: S 1050 1956
 CT0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0052
 CT0052  HISTORY     - Date     Condition        Report By
 CT0052  HISTORY     - 1956     MONUMENTED       CGS
 CT0052  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0052  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0052  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0052
 CT0052                          STATION DESCRIPTION
 CT0052
 CT0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0052'1.0 MI NW FROM THURBER.
 CT0052'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 108 FROM ITS JUNCTION WITH U.S.
 CT0052'HIGHWAY 80 AT THURBER, 100 FEET NORTH OF THE CENTER LINE OF A ROAD
 CT0052'LEADING EAST, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 111
 CT0052'YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF MARIES NITE CLUB AND BEER
 CT0052'TAVERN, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 CT0052'CONCRETE CULVERT.
 CT0052
 CT0052                          STATION RECOVERY (1998)
 CT0052
 CT0052'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0052'MARK NOT FOUND.
 CT0052
 CT0052                          STATION RECOVERY (2002)
 CT0052
 CT0052'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CT0052'MARK NOT FOUND.
 CT0052
 CT0052                          STATION RECOVERY (2004)
 CT0052
 CT0052'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0404 ***********************************************************************
 CT0404  DESIGNATION -  S 1052
 CT0404  PID         -  CT0404
 CT0404  STATE/COUNTY-  TX/CALLAHAN
 CT0404  USGS QUAD   -  JAYELL (1966)
 CT0404
 CT0404                         *CURRENT SURVEY CONTROL
 CT0404  ___________________________________________________________________
 CT0404* NAD 83(1986)-  32 23 12.     (N)    099 19 55.     (W)     SCALED    
 CT0404* NAVD 88     -       475.448  (meters)    1559.87   (feet)  ADJUSTED  
 CT0404  ___________________________________________________________________
 CT0404  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CT0404  DYNAMIC HT  -         474.832 (meters)    1557.84  (feet)  COMP
 CT0404  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 CT0404
 CT0404  VERT ORDER  -  FIRST     CLASS II
 CT0404
 CT0404.The horizontal coordinates were scaled from a topographic map and have
 CT0404.an estimated accuracy of +/- 6 seconds.
 CT0404
 CT0404.The orthometric height was determined by differential leveling
 CT0404.and adjusted by the National Geodetic Survey in June 1991..
 CT0404
 CT0404.The geoid height was determined by GEOID03.
 CT0404
 CT0404.The dynamic height is computed by dividing the NAVD 88
 CT0404.geopotential number by the normal gravity value computed on the
 CT0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0404.degrees latitude (g = 980.6199 gals.).
 CT0404
 CT0404.The modeled gravity was interpolated from observed gravity values.
 CT0404
 CT0404;                    North         East    Units  Estimated Accuracy
 CT0404;SPC TXNC     - 2,080,150.      521,720.      MT  (+/- 180 meters Scaled)
 CT0404
 CT0404                          SUPERSEDED SURVEY CONTROL
 CT0404
 CT0404  NGVD 29 (??/??/92)  475.280  (m)         1559.31   (f) ADJ UNCH    1 2
 CT0404
 CT0404.Superseded values are not recommended for survey control.
 CT0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0404.See file dsdata.txt to determine how the superseded data were derived.
 CT0404
 CT0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA687833(NAD 83)
 CT0404_MARKER: DB = BENCH MARK DISK
 CT0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0404_SP_SET: CULVERT
 CT0404_STAMPING: S 1052 1956
 CT0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0404
 CT0404  HISTORY     - Date     Condition        Report By
 CT0404  HISTORY     - 1956     MONUMENTED       CGS
 CT0404
 CT0404                          STATION DESCRIPTION
 CT0404
 CT0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0404'3.8 MI E FROM BAIRD.
 CT0404'3.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0404'AT BAIRD, 118 FEET NORTHWEST OF MILEPOST 382, 24 FEET NORTH OF THE
 CT0404'NORTH RAIL OF THE MAIN TRACK, 9.5 FEET NORTH OF THE NORTH RAIL OF A
 CT0404'SIDE TRACK, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CT0404'EAST END OF THE NORTH HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0383 ***********************************************************************
 CT0383  DESIGNATION -  S 1053
 CT0383  PID         -  CT0383
 CT0383  STATE/COUNTY-  TX/CALLAHAN
 CT0383  USGS QUAD   -  PUTNAM NORTH (1966)
 CT0383
 CT0383                         *CURRENT SURVEY CONTROL
 CT0383  ___________________________________________________________________
 CT0383* NAD 83(1986)-  32 23 01.     (N)    099 07 32.     (W)     SCALED    
 CT0383* NAVD 88     -       475.752  (meters)    1560.86   (feet)  ADJUSTED  
 CT0383  ___________________________________________________________________
 CT0383  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CT0383  DYNAMIC HT  -         475.136 (meters)    1558.84  (feet)  COMP
 CT0383  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 CT0383
 CT0383  VERT ORDER  -  FIRST     CLASS II
 CT0383
 CT0383.The horizontal coordinates were scaled from a topographic map and have
 CT0383.an estimated accuracy of +/- 6 seconds.
 CT0383
 CT0383.The orthometric height was determined by differential leveling
 CT0383.and adjusted by the National Geodetic Survey in June 1991..
 CT0383.WARNING-Repeat measurements at this control monument indicate possible
 CT0383.vertical movement.
 CT0383
 CT0383.The geoid height was determined by GEOID03.
 CT0383
 CT0383.The dynamic height is computed by dividing the NAVD 88
 CT0383.geopotential number by the normal gravity value computed on the
 CT0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0383.degrees latitude (g = 980.6199 gals.).
 CT0383
 CT0383.The modeled gravity was interpolated from observed gravity values.
 CT0383
 CT0383;                    North         East    Units  Estimated Accuracy
 CT0383;SPC TXNC     - 2,079,680.      541,140.      MT  (+/- 180 meters Scaled)
 CT0383
 CT0383                          SUPERSEDED SURVEY CONTROL
 CT0383
 CT0383  NGVD 29 (??/??/92)  475.518  (m)         1560.10   (f) ADJ UNCH    1 2
 CT0383
 CT0383.Superseded values are not recommended for survey control.
 CT0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0383.See file dsdata.txt to determine how the superseded data were derived.
 CT0383
 CT0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA881829(NAD 83)
 CT0383_MARKER: DB = BENCH MARK DISK
 CT0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0383_STAMPING: S 1053 1956
 CT0383_MARK LOGO: CGS   
 CT0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0383+STABILITY: SURFACE MOTION
 CT0383
 CT0383  HISTORY     - Date     Condition        Report By
 CT0383  HISTORY     - 1956     MONUMENTED       CGS
 CT0383  HISTORY     - 1983     GOOD             NGS
 CT0383
 CT0383                          STATION DESCRIPTION
 CT0383
 CT0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0383'4.2 MI E FROM PUTNAM.
 CT0383'4.2 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0383'AT PUTNAM, 15 POLES EAST OF MILEPOST 370, 45.5 FEET SOUTH OF THE SOUTH
 CT0383'RAIL, AT A PRIVATE ROAD CROSSING, 10 FEET WEST OF THE CENTER LINE OF A
 CT0383'PRIVATE ROAD, 2 FEET NORTH OF A FENCE, 10 FEET WEST OF THE CENTER OF A
 CT0383'STEEL GATE, 3.3 FEET EAST OF A FENCE LEADING SOUTH, 1.8 FEET EAST OF A
 CT0383'WITNESS POST, 0.8 MILE WEST OF BENCH MARK L 1053, SET IN THE TOP OF A
 CT0383'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CT0383
 CT0383                          STATION RECOVERY (1983)
 CT0383
 CT0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0383'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0383'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0383'FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0383'CONRAD HILTON AVENUE, THENCE 14.4 KM (8.95 MI) WESTERLY ALONG THE
 CT0383'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0616 ***********************************************************************
 CU0616  DESIGNATION -  S 1054
 CU0616  PID         -  CU0616
 CU0616  STATE/COUNTY-  TX/MARTIN
 CU0616  USGS QUAD   -  STANTON (1966)
 CU0616
 CU0616                         *CURRENT SURVEY CONTROL
 CU0616  ___________________________________________________________________
 CU0616* NAD 83(1986)-  32 08 34.     (N)    101 45 13.     (W)     SCALED    
 CU0616* NAVD 88     -       803.861  (meters)    2637.33   (feet)  ADJUSTED  
 CU0616  ___________________________________________________________________
 CU0616  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CU0616  DYNAMIC HT  -         802.750 (meters)    2633.69  (feet)  COMP
 CU0616  MODELED GRAV-     979,231.4   (mgal)                       NAVD 88
 CU0616
 CU0616  VERT ORDER  -  FIRST     CLASS II
 CU0616
 CU0616.The horizontal coordinates were scaled from a topographic map and have
 CU0616.an estimated accuracy of +/- 6 seconds.
 CU0616
 CU0616.The orthometric height was determined by differential leveling
 CU0616.and adjusted by the National Geodetic Survey in June 1991..
 CU0616
 CU0616.The geoid height was determined by GEOID03.
 CU0616
 CU0616.The dynamic height is computed by dividing the NAVD 88
 CU0616.geopotential number by the normal gravity value computed on the
 CU0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0616.degrees latitude (g = 980.6199 gals.).
 CU0616
 CU0616.The modeled gravity was interpolated from observed gravity values.
 CU0616
 CU0616;                    North         East    Units  Estimated Accuracy
 CU0616;SPC TXNC     - 2,057,550.      293,080.      MT  (+/- 180 meters Scaled)
 CU0616
 CU0616                          SUPERSEDED SURVEY CONTROL
 CU0616
 CU0616  NGVD 29 (??/??/92)  803.556  (m)         2636.33   (f) ADJ UNCH    1 2
 CU0616
 CU0616.Superseded values are not recommended for survey control.
 CU0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0616.See file dsdata.txt to determine how the superseded data were derived.
 CU0616
 CU0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA402595(NAD 83)
 CU0616_MARKER: DB = BENCH MARK DISK
 CU0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0616_STAMPING: S 1054 1956
 CU0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0616+STABILITY: SURFACE MOTION
 CU0616
 CU0616  HISTORY     - Date     Condition        Report By
 CU0616  HISTORY     - 1956     MONUMENTED       CGS
 CU0616  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0616
 CU0616                          STATION DESCRIPTION
 CU0616
 CU0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0616'2.25 MI NE FROM STANTON.
 CU0616'2.25 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0616'STATION AT STANTON, 152 YARDS NORTHEAST OF MILEPOST 532, 94 YARDS
 CU0616'NORTHWEST OF THE NORTHWEST RAIL, 420 FEET NORTHEAST OF THE TOP OF A
 CU0616'KNOLL, 323 FEET NORTHEAST OF A FENCE LEADING NORTHWEST, 133 FEET
 CU0616'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST TRAFFIC LANE OF U.S.
 CU0616'HIGHWAY 80, 3.3 FEET SOUTHEAST OF A FENCE, 2.6 FEET NORTHEAST OF A
 CU0616'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CU0616'FOOT ABOVE THE GROUND.
 CU0616
 CU0616                          STATION RECOVERY (1982)
 CU0616
 CU0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0573 ***********************************************************************
 CT0573  DESIGNATION -  S 1055
 CT0573  PID         -  CT0573
 CT0573  STATE/COUNTY-  TX/TAYLOR
 CT0573  USGS QUAD   -  MERKEL EAST (1984)
 CT0573
 CT0573                         *CURRENT SURVEY CONTROL
 CT0573  ___________________________________________________________________
 CT0573* NAD 83(1986)-  32 28 04.     (N)    099 59 43.     (W)     SCALED    
 CT0573* NAVD 88     -       565.361  (meters)    1854.86   (feet)  ADJUSTED  
 CT0573  ___________________________________________________________________
 CT0573  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CT0573  DYNAMIC HT  -         564.626 (meters)    1852.44  (feet)  COMP
 CT0573  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 CT0573
 CT0573  VERT ORDER  -  FIRST     CLASS II
 CT0573
 CT0573.The horizontal coordinates were scaled from a topographic map and have
 CT0573.an estimated accuracy of +/- 6 seconds.
 CT0573
 CT0573.The orthometric height was determined by differential leveling
 CT0573.and adjusted by the National Geodetic Survey in June 1991..
 CT0573
 CT0573.The geoid height was determined by GEOID03.
 CT0573
 CT0573.The dynamic height is computed by dividing the NAVD 88
 CT0573.geopotential number by the normal gravity value computed on the
 CT0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0573.degrees latitude (g = 980.6199 gals.).
 CT0573
 CT0573.The modeled gravity was interpolated from observed gravity values.
 CT0573
 CT0573;                    North         East    Units  Estimated Accuracy
 CT0573;SPC TXNC     - 2,089,840.      459,440.      MT  (+/- 180 meters Scaled)
 CT0573
 CT0573                          SUPERSEDED SURVEY CONTROL
 CT0573
 CT0573  NGVD 29 (??/??/92)  565.178  (m)         1854.25   (f) ADJ UNCH    1 2
 CT0573
 CT0573.Superseded values are not recommended for survey control.
 CT0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0573.See file dsdata.txt to determine how the superseded data were derived.
 CT0573
 CT0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA064927(NAD 83)
 CT0573_MARKER: DB = BENCH MARK DISK
 CT0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0573_SP_SET: 0.9 FEET
 CT0573_STAMPING: S 1055 1956
 CT0573_MARK LOGO: CGS   
 CT0573_PROJECTION: FLUSH
 CT0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0573_ROD/PIPE-DEPTH: 4.4  meters
 CT0573
 CT0573  HISTORY     - Date     Condition        Report By
 CT0573  HISTORY     - 1956     MONUMENTED       CGS
 CT0573  HISTORY     - 1961     GOOD             NGS
 CT0573  HISTORY     - 1982     GOOD             NGS
 CT0573  HISTORY     - 19940803 GOOD             USPSQD
 CT0573  HISTORY     - 20011013 GOOD             USPSQD
 CT0573
 CT0573                          STATION DESCRIPTION
 CT0573
 CT0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0573'1.0 MI E FROM MERKEL.
 CT0573'1.0 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0573'MERKEL, 5 POLES EAST OF MILEPOST 422, 0.2 MILE EAST OF A CEMETERY,
 CT0573'29.9 FEET NORTH OF THE NORTH RAIL, 97 FEET SOUTH OF THE CENTER LINE OF
 CT0573'U.S. HIGHWAY 80, 6.5 FEET EAST OF A TELEPHONE POLE, 3.1 FEET NORTH OF
 CT0573'A WITNESS POST, IN LINE WITH A ROW OF TELEPHONE POLES, CLAMPED ON THE
 CT0573'TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 14.5 FEET IN
 CT0573'THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.9 FOOT
 CT0573'ABOVE THE GROUND.
 CT0573
 CT0573                          STATION RECOVERY (1961)
 CT0573
 CT0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0573'RECOVERED IN GOOD CONDITION.
 CT0573
 CT0573                          STATION RECOVERY (1982)
 CT0573
 CT0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0573'20.0 KM (12.4 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0573'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0573'ABILENE, 0.1 KM (0.05 MI) EAST OF MILEPOST 422, 29.6 METERS (97.1 FT)
 CT0573'SOUTH OF THE CENTERLINE OF STATE HIGHWAY LOOP 39, 9.1 METERS (29.9 FT)
 CT0573'NORTH OF THE NEAR RAIL AND 2.1 METERS (6.9 FT) EAST OF A UTILITY POLE.
 CT0573'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CT0573'THE MARK IS 1.2 M BELOW THE TRACKS.
 CT0573
 CT0573                          STATION RECOVERY (1994)
 CT0573
 CT0573'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0573'RECOVERED IN GOOD CONDITION.
 CT0573
 CT0573                          STATION RECOVERY (2001)
 CT0573
 CT0573'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0281 ***********************************************************************
 CU0281  DESIGNATION -  S 1056
 CU0281  PID         -  CU0281
 CU0281  STATE/COUNTY-  TX/NOLAN
 CU0281  USGS QUAD   -  ROSCOE (1987)
 CU0281
 CU0281                         *CURRENT SURVEY CONTROL
 CU0281  ___________________________________________________________________
 CU0281* NAD 83(1986)-  32 26 11.     (N)    100 36 25.     (W)     SCALED    
 CU0281* NAVD 88     -       727.285  (meters)    2386.10   (feet)  ADJUSTED  
 CU0281  ___________________________________________________________________
 CU0281  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CU0281  DYNAMIC HT  -         726.305 (meters)    2382.89  (feet)  COMP
 CU0281  MODELED GRAV-     979,268.3   (mgal)                       NAVD 88
 CU0281
 CU0281  VERT ORDER  -  FIRST     CLASS II
 CU0281
 CU0281.The horizontal coordinates were scaled from a topographic map and have
 CU0281.an estimated accuracy of +/- 6 seconds.
 CU0281
 CU0281.The orthometric height was determined by differential leveling
 CU0281.and adjusted by the National Geodetic Survey in June 1991..
 CU0281
 CU0281.The geoid height was determined by GEOID03.
 CU0281
 CU0281.The dynamic height is computed by dividing the NAVD 88
 CU0281.geopotential number by the normal gravity value computed on the
 CU0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0281.degrees latitude (g = 980.6199 gals.).
 CU0281
 CU0281.The modeled gravity was interpolated from observed gravity values.
 CU0281
 CU0281;                    North         East    Units  Estimated Accuracy
 CU0281;SPC TXNC     - 2,087,340.      401,880.      MT  (+/- 180 meters Scaled)
 CU0281
 CU0281                          SUPERSEDED SURVEY CONTROL
 CU0281
 CU0281  NGVD 29 (??/??/92)  727.015  (m)         2385.22   (f) ADJ UNCH    1 2
 CU0281
 CU0281.Superseded values are not recommended for survey control.
 CU0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0281.See file dsdata.txt to determine how the superseded data were derived.
 CU0281
 CU0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA489899(NAD 83)
 CU0281_MARKER: DB = BENCH MARK DISK
 CU0281_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0281_SP_SET: 55 FT.
 CU0281_STAMPING: S 1056 1956
 CU0281_MARK LOGO: CGS   
 CU0281_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0281_ROD/PIPE-DEPTH: 10.7 meters
 CU0281
 CU0281  HISTORY     - Date     Condition        Report By
 CU0281  HISTORY     - 1956     MONUMENTED       CGS
 CU0281  HISTORY     - 1982     GOOD             NGS
 CU0281
 CU0281                          STATION DESCRIPTION
 CU0281
 CU0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0281'4.1 MI W FROM ROSCOE.
 CU0281'4.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0281'AT ROSCOE, 2 1/2 POLES WEST OF A ROAD CROSSING, 28.7 FEET SOUTH OF THE
 CU0281'SOUTH RAIL, 50 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 CU0281'5.6 FEET NORTH OF MILEPOST 460, 1.7 FEET WEST OF A WITNESS POST,
 CU0281'CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS
 CU0281'DRIVEN 35 FEET IN THE GROUND, INCASED IN A 4 INCH TILE PIPE WHICH
 CU0281'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CU0281
 CU0281                          STATION RECOVERY (1982)
 CU0281
 CU0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0281'6.6 KM (4.1 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0281'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, TWO POLES WEST OF
 CU0281'MILEPOST 460, 0.2 KM (0.1 MI) WEST OF A PAVED ROAD CROSSING, 15.3
 CU0281'METERS (50.2 FT) NORTH-NORTHWEST OF THE CENTER OF A GRAVELED ROAD AND
 CU0281'8.8 METERS (28.9 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CU0281'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0281'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0284 ***********************************************************************
 CU0284  DESIGNATION -  S 1057
 CU0284  PID         -  CU0284
 CU0284  STATE/COUNTY-  TX/NOLAN
 CU0284  USGS QUAD   -  LORAINE (1969)
 CU0284
 CU0284                         *CURRENT SURVEY CONTROL
 CU0284  ___________________________________________________________________
 CU0284* NAD 83(1986)-  32 25 43.     (N)    100 39 25.     (W)     SCALED    
 CU0284* NAVD 88     -       738.754  (meters)    2423.73   (feet)  ADJUSTED  
 CU0284  ___________________________________________________________________
 CU0284  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CU0284  DYNAMIC HT  -         737.759 (meters)    2420.46  (feet)  COMP
 CU0284  MODELED GRAV-     979,267.5   (mgal)                       NAVD 88
 CU0284
 CU0284  VERT ORDER  -  FIRST     CLASS II
 CU0284
 CU0284.The horizontal coordinates were scaled from a topographic map and have
 CU0284.an estimated accuracy of +/- 6 seconds.
 CU0284
 CU0284.The orthometric height was determined by differential leveling
 CU0284.and adjusted by the National Geodetic Survey in June 1991..
 CU0284
 CU0284.The geoid height was determined by GEOID03.
 CU0284
 CU0284.The dynamic height is computed by dividing the NAVD 88
 CU0284.geopotential number by the normal gravity value computed on the
 CU0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0284.degrees latitude (g = 980.6199 gals.).
 CU0284
 CU0284.The modeled gravity was interpolated from observed gravity values.
 CU0284
 CU0284;                    North         East    Units  Estimated Accuracy
 CU0284;SPC TXNC     - 2,086,580.      397,170.      MT  (+/- 180 meters Scaled)
 CU0284
 CU0284                          SUPERSEDED SURVEY CONTROL
 CU0284
 CU0284  NGVD 29 (??/??/92)  738.500  (m)         2422.90   (f) ADJ UNCH    1 2
 CU0284
 CU0284.Superseded values are not recommended for survey control.
 CU0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0284.See file dsdata.txt to determine how the superseded data were derived.
 CU0284
 CU0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA442891(NAD 83)
 CU0284_MARKER: DB = BENCH MARK DISK
 CU0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0284_STAMPING: S 1057 1956
 CU0284_MARK LOGO: CGS   
 CU0284_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0284+STABILITY: SURFACE MOTION
 CU0284
 CU0284  HISTORY     - Date     Condition        Report By
 CU0284  HISTORY     - 1956     MONUMENTED       CGS
 CU0284  HISTORY     - 1982     GOOD             NGS
 CU0284
 CU0284                          STATION DESCRIPTION
 CU0284
 CU0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0284'3.6 MI NE FROM LORAINE.
 CU0284'3.6 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0284'STATION AT LORAINE, 3 POLES SOUTHWEST OF A ROAD CROSSING, 114 FEET
 CU0284'SOUTHEAST OF THE CENTER LINE OF A ROAD, 33 FEET SOUTHEAST OF THE
 CU0284'SOUTHEAST RAIL, 14 FEET NORTHWEST OF A FENCE, 5.6 FEET NORTHEAST OF
 CU0284'MILEPOST 463, 2.3 FEET SOUTHWEST OF A WITNESS POST, 3 FEET BELOW THE
 CU0284'TOP OF THE RAIL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CU0284'FOOT ABOVE THE GROUND.
 CU0284
 CU0284                          STATION RECOVERY (1982)
 CU0284
 CU0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0284'11.5 KM (7.15 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0284'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, 0.1 KM (0.05 MI)
 CU0284'SOUTHWEST OF THE CROSSING OF LEHMAN WHORTON ROAD, 27.0 METERS (88.6
 CU0284'FT) SOUTHEAST OF MILEPOST 463, 10.1 METERS (33.1 FT) SOUTH-SOUTHEAST
 CU0284'OF THE NEAR RAIL AND 1.8 METERS (5.9 FT) NORTH-NORTHWEST OF A FENCE.
 CU0284'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 CU0284'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0351 ***********************************************************************
 CC0351  DESIGNATION -  S 1058
 CC0351  PID         -  CC0351
 CC0351  STATE/COUNTY-  TX/REEVES
 CC0351  USGS QUAD   -  HERMOSA SW (1970)
 CC0351
 CC0351                         *CURRENT SURVEY CONTROL
 CC0351  ___________________________________________________________________
 CC0351* NAD 83(1986)-  31 20 39.     (N)    103 44 10.     (W)     SCALED    
 CC0351* NAVD 88     -       861.655  (meters)    2826.95   (feet)  ADJUSTED  
 CC0351  ___________________________________________________________________
 CC0351  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CC0351  DYNAMIC HT  -         860.381 (meters)    2822.77  (feet)  COMP
 CC0351  MODELED GRAV-     979,132.7   (mgal)                       NAVD 88
 CC0351
 CC0351  VERT ORDER  -  FIRST     CLASS II
 CC0351
 CC0351.The horizontal coordinates were scaled from a topographic map and have
 CC0351.an estimated accuracy of +/- 6 seconds.
 CC0351
 CC0351.The orthometric height was determined by differential leveling
 CC0351.and adjusted by the National Geodetic Survey in June 1991..
 CC0351
 CC0351.The geoid height was determined by GEOID03.
 CC0351
 CC0351.The dynamic height is computed by dividing the NAVD 88
 CC0351.geopotential number by the normal gravity value computed on the
 CC0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0351.degrees latitude (g = 980.6199 gals.).
 CC0351
 CC0351.The modeled gravity was interpolated from observed gravity values.
 CC0351
 CC0351;                    North         East    Units  Estimated Accuracy
 CC0351;SPC TX C     - 3,190,910.      376,280.      MT  (+/- 180 meters Scaled)
 CC0351
 CC0351                          SUPERSEDED SURVEY CONTROL
 CC0351
 CC0351  NGVD 29 (??/??/92)  861.306  (m)         2825.80   (f) ADJ UNCH    1 2
 CC0351
 CC0351.Superseded values are not recommended for survey control.
 CC0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0351.See file dsdata.txt to determine how the superseded data were derived.
 CC0351
 CC0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ202684(NAD 83)
 CC0351_MARKER: DB = BENCH MARK DISK
 CC0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0351_STAMPING: S 1058 1956
 CC0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0351+STABILITY: SURFACE MOTION
 CC0351
 CC0351  HISTORY     - Date     Condition        Report By
 CC0351  HISTORY     - 1956     MONUMENTED       CGS
 CC0351
 CC0351                          STATION DESCRIPTION
 CC0351
 CC0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0351'3.9 MI NE FROM TOYAH.
 CC0351'3.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0351'STATION AT TOYAH, 5 POLES SOUTHWEST OF MILEPOST 662, 144.4 FEET
 CC0351'SOUTHEAST OF THE SOUTHEAST RAIL, 10.8 FEET NORTHEAST OF A FENCE
 CC0351'CORNER, 3.7 FEET NORTHWEST OF A FENCE, 1.8 FEET NORTHEAST OF A WITNESS
 CC0351'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CC0351'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0579 ***********************************************************************
 CU0579  DESIGNATION -  S 1059
 CU0579  PID         -  CU0579
 CU0579  STATE/COUNTY-  TX/HOWARD
 CU0579  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0579
 CU0579                         *CURRENT SURVEY CONTROL
 CU0579  ___________________________________________________________________
 CU0579* NAD 83(1986)-  32 16 14.     (N)    101 28 14.     (W)     SCALED    
 CU0579* NAVD 88     -       761.760  (meters)    2499.21   (feet)  ADJUSTED  
 CU0579  ___________________________________________________________________
 CU0579  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CU0579  DYNAMIC HT  -         760.716 (meters)    2495.78  (feet)  COMP
 CU0579  MODELED GRAV-     979,244.1   (mgal)                       NAVD 88
 CU0579
 CU0579  VERT ORDER  -  FIRST     CLASS II
 CU0579
 CU0579.The horizontal coordinates were scaled from a topographic map and have
 CU0579.an estimated accuracy of +/- 6 seconds.
 CU0579
 CU0579.The orthometric height was determined by differential leveling
 CU0579.and adjusted by the National Geodetic Survey in June 1991..
 CU0579
 CU0579.The geoid height was determined by GEOID03.
 CU0579
 CU0579.The dynamic height is computed by dividing the NAVD 88
 CU0579.geopotential number by the normal gravity value computed on the
 CU0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0579.degrees latitude (g = 980.6199 gals.).
 CU0579
 CU0579.The modeled gravity was interpolated from observed gravity values.
 CU0579
 CU0579;                    North         East    Units  Estimated Accuracy
 CU0579;SPC TXNC     - 2,070,920.      320,180.      MT  (+/- 180 meters Scaled)
 CU0579
 CU0579                          SUPERSEDED SURVEY CONTROL
 CU0579
 CU0579  NGVD 29 (??/??/92)  761.490  (m)         2498.32   (f) ADJ UNCH    1 2
 CU0579
 CU0579.Superseded values are not recommended for survey control.
 CU0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0579.See file dsdata.txt to determine how the superseded data were derived.
 CU0579
 CU0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA672731(NAD 83)
 CU0579_MARKER: DB = BENCH MARK DISK
 CU0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0579_STAMPING: S 1059 1956
 CU0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0579+STABILITY: SURFACE MOTION
 CU0579
 CU0579  HISTORY     - Date     Condition        Report By
 CU0579  HISTORY     - 1956     MONUMENTED       CGS
 CU0579  HISTORY     - 1971     GOOD             USGS
 CU0579
 CU0579                          STATION DESCRIPTION
 CU0579
 CU0579'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CU0579'IN HAMILTON AIRPORT.
 CU0579'0.35 MI NE ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0579'BIG SPRING, THENCE 0.9 MI NW ALONG TEXAS STATE HWY 350, THENCE 0.3 MI
 CU0579'E ALONG GRADED DIRT ROAD, 2.7 FT NW OF THE NE CORNER OF THE FOUNDATION
 CU0579'TO THE ADMINISTRATION BUILDING AT THE REMAINS OF THE HAMILTON AIRPORT.
 CU0579'A STANDARD SET IN TOP OF CONCRETE POST PROJECTING 0.1 FT AND STAMPED
 CU0579'S 1059 1956.  NOTE-- THIS AREA IS NOW BEING CONVERTED INTO A TRAILER
 CU0579'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0019 ***********************************************************************
 BP0019  DESIGNATION -  S 106
 BP0019  PID         -  BP0019
 BP0019  STATE/COUNTY-  TX/PECOS
 BP0019  USGS QUAD   -  SKYSCRAPER PEAK (1969)
 BP0019
 BP0019                         *CURRENT SURVEY CONTROL
 BP0019  ___________________________________________________________________
 BP0019* NAD 83(1986)-  30 52 04.     (N)    102 29 47.     (W)     SCALED    
 BP0019* NAVD 88     -       815.397  (meters)    2675.18   (feet)  ADJUSTED  
 BP0019  ___________________________________________________________________
 BP0019  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BP0019  DYNAMIC HT  -         814.185 (meters)    2671.21  (feet)  COMP
 BP0019  MODELED GRAV-     979,127.6   (mgal)                       NAVD 88
 BP0019
 BP0019  VERT ORDER  -  FIRST     CLASS II
 BP0019
 BP0019.The horizontal coordinates were scaled from a topographic map and have
 BP0019.an estimated accuracy of +/- 6 seconds.
 BP0019
 BP0019.The orthometric height was determined by differential leveling
 BP0019.and adjusted by the National Geodetic Survey in June 1991..
 BP0019
 BP0019.The geoid height was determined by GEOID03.
 BP0019
 BP0019.The dynamic height is computed by dividing the NAVD 88
 BP0019.geopotential number by the normal gravity value computed on the
 BP0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0019.degrees latitude (g = 980.6199 gals.).
 BP0019
 BP0019.The modeled gravity was interpolated from observed gravity values.
 BP0019
 BP0019;                    North         East    Units  Estimated Accuracy
 BP0019;SPC TX C     - 3,135,160.      493,170.      MT  (+/- 180 meters Scaled)
 BP0019
 BP0019                          SUPERSEDED SURVEY CONTROL
 BP0019
 BP0019  NGVD 29 (??/??/92)  815.091  (m)         2674.18   (f) ADJ UNCH    1 2
 BP0019
 BP0019.Superseded values are not recommended for survey control.
 BP0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0019.See file dsdata.txt to determine how the superseded data were derived.
 BP0019
 BP0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ393176(NAD 83)
 BP0019_MARKER: DB = BENCH MARK DISK
 BP0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0019_STAMPING: S 106 1933 2674.178
 BP0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0019+STABILITY: SURFACE MOTION
 BP0019
 BP0019  HISTORY     - Date     Condition        Report By
 BP0019  HISTORY     - 1933     MONUMENTED       CGS
 BP0019  HISTORY     - 1958     GOOD             NGS
 BP0019
 BP0019                          STATION DESCRIPTION
 BP0019
 BP0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0019'23.05 MI E FROM 23.05 MI E.
 BP0019'ABOUT 23.05 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0019'SANTA FE RAILWAY STATION AT FORT STOCKTON, 101 1/2 FEET
 BP0019'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.45 MILE
 BP0019'EAST OF A PRIVATE ROAD LEADING SOUTH, ABOUT 0.3 MILE SOUTHWEST AND
 BP0019'ACROSS THE HIGHWAY FROM A WINDMILL, 115 FEET EAST-SOUTHEAST OF THE
 BP0019'EAST-SOUTHEAST  CORNER OF A SMALL CONCRETE HIGHWAY BRIDGE, AT AN
 BP0019'OFFSET IN THE RIGHT OF WAY FENCE, 52 FEET SOUTH-SOUTHEAST OF CONCRETE
 BP0019'HIGHWAY MARKER NUMBER 1230, 5.3 FEET NORTHEAST OF A FENCE CORNER, 1
 BP0019'FOOT SOUTH-SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF
 BP0019'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0315 ***********************************************************************
 CU0315  DESIGNATION -  S 1060
 CU0315  PID         -  CU0315
 CU0315  STATE/COUNTY-  TX/MITCHELL
 CU0315  USGS QUAD   -  CEDAR BEND (1979)
 CU0315
 CU0315                         *CURRENT SURVEY CONTROL
 CU0315  ___________________________________________________________________
 CU0315* NAD 83(1986)-  32 23 21.     (N)    100 55 05.     (W)     SCALED    
 CU0315* NAVD 88     -       663.108  (meters)    2175.55   (feet)  ADJUSTED  
 CU0315  ___________________________________________________________________
 CU0315  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CU0315  DYNAMIC HT  -         662.223 (meters)    2172.64  (feet)  COMP
 CU0315  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 CU0315
 CU0315  VERT ORDER  -  FIRST     CLASS II
 CU0315
 CU0315.The horizontal coordinates were scaled from a topographic map and have
 CU0315.an estimated accuracy of +/- 6 seconds.
 CU0315
 CU0315.The orthometric height was determined by differential leveling
 CU0315.and adjusted by the National Geodetic Survey in June 1991..
 CU0315
 CU0315.The geoid height was determined by GEOID03.
 CU0315
 CU0315.The dynamic height is computed by dividing the NAVD 88
 CU0315.geopotential number by the normal gravity value computed on the
 CU0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0315.degrees latitude (g = 980.6199 gals.).
 CU0315
 CU0315.The modeled gravity was interpolated from observed gravity values.
 CU0315
 CU0315;                    North         East    Units  Estimated Accuracy
 CU0315;SPC TXNC     - 2,082,740.      372,520.      MT  (+/- 180 meters Scaled)
 CU0315
 CU0315                          SUPERSEDED SURVEY CONTROL
 CU0315
 CU0315  NGVD 29 (??/??/92)  662.893  (m)         2174.84   (f) ADJ UNCH    1 2
 CU0315
 CU0315.Superseded values are not recommended for survey control.
 CU0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0315.See file dsdata.txt to determine how the superseded data were derived.
 CU0315
 CU0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA195851(NAD 83)
 CU0315_MARKER: DB = BENCH MARK DISK
 CU0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0315_STAMPING: S 1060 1956
 CU0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0315+STABILITY: SURFACE MOTION
 CU0315
 CU0315  HISTORY     - Date     Condition        Report By
 CU0315  HISTORY     - 1956     MONUMENTED       CGS
 CU0315
 CU0315                          STATION DESCRIPTION
 CU0315
 CU0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0315'3.05 MI W FROM COLORADO CITY.
 CU0315'3.05 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0315'AT COLORADO CITY, 33 FEET EAST OF THE 4TH POLE EAST OF MILEPOST 479,
 CU0315'IN LINE WITH A ROW OF TELEPHONE POLES, 34 FEET SOUTH OF THE SOUTH
 CU0315'RAIL, 17 FEET NORTH OF A POWER POLE, IN LINE WITH A NORTH AND SOUTH
 CU0315'ROW OF POWER POLES, 14 FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS
 CU0315'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CU0315'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0036 ***********************************************************************
 CC0036  DESIGNATION -  S 1061
 CC0036  PID         -  CC0036
 CC0036  STATE/COUNTY-  TX/MIDLAND
 CC0036  USGS QUAD   -  ODESSA NE (1981)
 CC0036
 CC0036                         *CURRENT SURVEY CONTROL
 CC0036  ___________________________________________________________________
 CC0036* NAD 83(1986)-  31 53 47.     (N)    102 15 57.     (W)     SCALED    
 CC0036* NAVD 88     -       870.324  (meters)    2855.39   (feet)  ADJUSTED  
 CC0036  ___________________________________________________________________
 CC0036  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CC0036  DYNAMIC HT  -         869.090 (meters)    2851.34  (feet)  COMP
 CC0036  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 CC0036
 CC0036  VERT ORDER  -  FIRST     CLASS II
 CC0036
 CC0036.The horizontal coordinates were scaled from a topographic map and have
 CC0036.an estimated accuracy of +/- 6 seconds.
 CC0036
 CC0036.The orthometric height was determined by differential leveling
 CC0036.and adjusted by the National Geodetic Survey in June 1991..
 CC0036
 CC0036.The geoid height was determined by GEOID03.
 CC0036
 CC0036.The dynamic height is computed by dividing the NAVD 88
 CC0036.geopotential number by the normal gravity value computed on the
 CC0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0036.degrees latitude (g = 980.6199 gals.).
 CC0036
 CC0036.The modeled gravity was interpolated from observed gravity values.
 CC0036
 CC0036;                    North         East    Units  Estimated Accuracy
 CC0036;SPC TX C     - 3,248,780.      517,200.      MT  (+/- 180 meters Scaled)
 CC0036
 CC0036                          SUPERSEDED SURVEY CONTROL
 CC0036
 CC0036  NGVD 29 (??/??/92)  869.932  (m)         2854.10   (f) ADJ UNCH    1 2
 CC0036
 CC0036.Superseded values are not recommended for survey control.
 CC0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0036.See file dsdata.txt to determine how the superseded data were derived.
 CC0036
 CC0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR585322(NAD 83)
 CC0036_MARKER: DB = BENCH MARK DISK
 CC0036_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0036_SP_SET: 18.4 FT
 CC0036_STAMPING: S 1061 1956
 CC0036_MARK LOGO: CGS   
 CC0036_PROJECTION: FLUSH
 CC0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0036+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2001
 CC0036_ROD/PIPE-DEPTH: 5.5  meters
 CC0036
 CC0036  HISTORY     - Date     Condition        Report By
 CC0036  HISTORY     - 1956     MONUMENTED       CGS
 CC0036  HISTORY     - 1982     GOOD             NGS
 CC0036  HISTORY     - 20010413 GOOD             TXDOT
 CC0036
 CC0036                          STATION DESCRIPTION
 CC0036
 CC0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0036'7.0 MI NE FROM ODESSA.
 CC0036'7.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0036'STATION AT ODESSA, 17 POLES NORTHEAST OF MILEPOST 567, 43.5 FEET
 CC0036'SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET SOUTHEAST OF A TELEPHONE POLE,
 CC0036'3.8 FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, 5
 CC0036'FEET BELOW THE TOP OF THE RAILS, CLAMPED ON THE TOP OF A 1/2 INCH
 CC0036'COPPER COATED STEEL ROD WHICH IS DRIVEN 18.4 FEET IN THE GROUND,
 CC0036'INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 CC0036'GROUND.
 CC0036
 CC0036                          STATION RECOVERY (1982)
 CC0036
 CC0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0036'11.3 KM (7.0 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0036'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 13.3 METERS (43.6
 CC0036'FT) SOUTHEAST OF THE NEAR RAIL AND 1.2 METERS (3.9 FT) NORTHWEST OF A
 CC0036'FENCE.
 CC0036'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CC0036'THE MARK IS 1.5 M BELOW THE TRACKS.
 CC0036
 CC0036                          STATION RECOVERY (2001)
 CC0036
 CC0036'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 CC0036'6 INCH TILE PIPE HAS BEEN REPLACED WITH A WHITE PVC PIPE. FIBERGLASS
 CC0036'WITNESS POST IS 0.3 METERS NNE FROM MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0199 ***********************************************************************
 CC0199  DESIGNATION -  S 1062
 CC0199  PID         -  CC0199
 CC0199  STATE/COUNTY-  TX/ECTOR
 CC0199  USGS QUAD   -  DOURO (1981)
 CC0199
 CC0199                         *CURRENT SURVEY CONTROL
 CC0199  ___________________________________________________________________
 CC0199* NAD 83(1986)-  31 45 01.     (N)    102 33 46.     (W)     SCALED    
 CC0199* NAVD 88     -       933.157  (meters)    3061.53   (feet)  ADJUSTED  
 CC0199  ___________________________________________________________________
 CC0199  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CC0199  DYNAMIC HT  -         931.842 (meters)    3057.22  (feet)  COMP
 CC0199  MODELED GRAV-     979,198.1   (mgal)                       NAVD 88
 CC0199
 CC0199  VERT ORDER  -  FIRST     CLASS II
 CC0199
 CC0199.The horizontal coordinates were scaled from a topographic map and have
 CC0199.an estimated accuracy of +/- 6 seconds.
 CC0199
 CC0199.The orthometric height was determined by differential leveling
 CC0199.and adjusted by the National Geodetic Survey in June 1991..
 CC0199
 CC0199.The geoid height was determined by GEOID03.
 CC0199
 CC0199.The dynamic height is computed by dividing the NAVD 88
 CC0199.geopotential number by the normal gravity value computed on the
 CC0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0199.degrees latitude (g = 980.6199 gals.).
 CC0199
 CC0199.The modeled gravity was interpolated from observed gravity values.
 CC0199
 CC0199;                    North         East    Units  Estimated Accuracy
 CC0199;SPC TX C     - 3,233,100.      488,790.      MT  (+/- 180 meters Scaled)
 CC0199
 CC0199                          SUPERSEDED SURVEY CONTROL
 CC0199
 CC0199  NGVD 29 (??/??/92)  932.786  (m)         3060.32   (f) ADJ UNCH    1 2
 CC0199
 CC0199.Superseded values are not recommended for survey control.
 CC0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0199.See file dsdata.txt to determine how the superseded data were derived.
 CC0199
 CC0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR308153(NAD 83)
 CC0199_MARKER: DB = BENCH MARK DISK
 CC0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0199_SP_SET: PIERS
 CC0199_STAMPING: S 1062 1956
 CC0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0199
 CC0199  HISTORY     - Date     Condition        Report By
 CC0199  HISTORY     - 1956     MONUMENTED       CGS
 CC0199  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0199
 CC0199                          STATION DESCRIPTION
 CC0199
 CC0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0199'13.3 MI SW FROM ODESSA.
 CC0199'13.3 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0199'STATION AT ODESSA, 6 1/2 POLES SOUTHEAST OF MILEPOST 587, 7.4 FEET
 CC0199'NORTHEAST OF THE NORTHEAST RAIL, AT A CURVE IN THE RAILROAD, AT AN
 CC0199'OVERPASS OF U.S. HIGHWAY 80, AT THE SOUTHEAST ROW OF PIERS UNDER THE
 CC0199'NORTH TRAFFIC LANE OF THE HIGHWAY, SET VERTICALLY IN THE 2ND PIER
 CC0199'SOUTHWEST OF THE NORTHEAST END OF THE ROW OF PIERS.
 CC0199
 CC0199                          STATION RECOVERY (1982)
 CC0199
 CC0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0199'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0046 ***********************************************************************
 CC0046  DESIGNATION -  S 1064
 CC0046  PID         -  CC0046
 CC0046  STATE/COUNTY-  TX/ECTOR
 CC0046  USGS QUAD   -  ODESSA SW (1981)
 CC0046
 CC0046                         *CURRENT SURVEY CONTROL
 CC0046  ___________________________________________________________________
 CC0046* NAD 83(1986)-  31 52 23.     (N)    102 22 52.     (W)     SCALED    
 CC0046* NAVD 88     -       891.330  (meters)    2924.31   (feet)  ADJUSTED  
 CC0046  ___________________________________________________________________
 CC0046  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0046  DYNAMIC HT  -         890.069 (meters)    2920.17  (feet)  COMP
 CC0046  MODELED GRAV-     979,194.8   (mgal)                       NAVD 88
 CC0046
 CC0046  VERT ORDER  -  FIRST     CLASS II
 CC0046
 CC0046.The horizontal coordinates were scaled from a topographic map and have
 CC0046.an estimated accuracy of +/- 6 seconds.
 CC0046
 CC0046.The orthometric height was determined by differential leveling
 CC0046.and adjusted by the National Geodetic Survey in June 1991..
 CC0046
 CC0046.The geoid height was determined by GEOID03.
 CC0046
 CC0046.The dynamic height is computed by dividing the NAVD 88
 CC0046.geopotential number by the normal gravity value computed on the
 CC0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0046.degrees latitude (g = 980.6199 gals.).
 CC0046
 CC0046.The modeled gravity was interpolated from observed gravity values.
 CC0046
 CC0046;                    North         East    Units  Estimated Accuracy
 CC0046;SPC TX C     - 3,246,380.      506,240.      MT  (+/- 180 meters Scaled)
 CC0046
 CC0046                          SUPERSEDED SURVEY CONTROL
 CC0046
 CC0046  NGVD 29 (??/??/92)  890.937  (m)         2923.02   (f) ADJ UNCH    1 2
 CC0046
 CC0046.Superseded values are not recommended for survey control.
 CC0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0046.See file dsdata.txt to determine how the superseded data were derived.
 CC0046
 CC0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR477293(NAD 83)
 CC0046_MARKER: DB = BENCH MARK DISK
 CC0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0046_SP_SET: BUILDING
 CC0046_STAMPING: S 1064 1956
 CC0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0046
 CC0046  HISTORY     - Date     Condition        Report By
 CC0046  HISTORY     - 1956     MONUMENTED       CGS
 CC0046
 CC0046                          STATION DESCRIPTION
 CC0046
 CC0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0046'2.0 MI N FROM ODESSA.
 CC0046'2.0 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COURTHOUSE AT ODESSA,
 CC0046'120 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET SOUTH OF
 CC0046'THE NORTHWEST CORNER OF FURRS SUPER MARKET, 26 FEET NORTH OF THE
 CC0046'CENTER OF THE WEST ENTRANCE TO THE CAFETERIA, 2.8 FEET ABOVE THE
 CC0046'SIDEWALK, SET VERTICALLY IN THE WEST WALL OF THE STORE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0524 ***********************************************************************
 CC0524  DESIGNATION -  S 1065
 CC0524  PID         -  CC0524
 CC0524  STATE/COUNTY-  TX/REEVES
 CC0524  USGS QUAD   -  SAND LAKE (1981)
 CC0524
 CC0524                         *CURRENT SURVEY CONTROL
 CC0524  ___________________________________________________________________
 CC0524* NAD 83(1986)-  31 31 46.     (N)    103 31 33.     (W)     SCALED    
 CC0524* NAVD 88     -       794.557  (meters)    2606.81   (feet)  ADJUSTED  
 CC0524  ___________________________________________________________________
 CC0524  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 CC0524  DYNAMIC HT  -         793.394 (meters)    2602.99  (feet)  COMP
 CC0524  MODELED GRAV-     979,151.3   (mgal)                       NAVD 88
 CC0524
 CC0524  VERT ORDER  -  FIRST     CLASS II
 CC0524
 CC0524.The horizontal coordinates were scaled from a topographic map and have
 CC0524.an estimated accuracy of +/- 6 seconds.
 CC0524
 CC0524.The orthometric height was determined by differential leveling
 CC0524.and adjusted by the National Geodetic Survey in June 1991..
 CC0524
 CC0524.The geoid height was determined by GEOID03.
 CC0524
 CC0524.The dynamic height is computed by dividing the NAVD 88
 CC0524.geopotential number by the normal gravity value computed on the
 CC0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0524.degrees latitude (g = 980.6199 gals.).
 CC0524
 CC0524.The modeled gravity was interpolated from observed gravity values.
 CC0524
 CC0524;                    North         East    Units  Estimated Accuracy
 CC0524;SPC TX C     - 3,210,850.      396,870.      MT  (+/- 180 meters Scaled)
 CC0524
 CC0524                          SUPERSEDED SURVEY CONTROL
 CC0524
 CC0524  NGVD 29 (??/??/92)  794.225  (m)         2605.72   (f) ADJ UNCH    1 2
 CC0524
 CC0524.Superseded values are not recommended for survey control.
 CC0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0524.See file dsdata.txt to determine how the superseded data were derived.
 CC0524
 CC0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ399892(NAD 83)
 CC0524_MARKER: DB = BENCH MARK DISK
 CC0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0524_STAMPING: S 1065 1956
 CC0524_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0524+STABILITY: SURFACE MOTION
 CC0524
 CC0524  HISTORY     - Date     Condition        Report By
 CC0524  HISTORY     - 1956     MONUMENTED       CGS
 CC0524  HISTORY     - 1981     GOOD             NGS
 CC0524
 CC0524                          STATION DESCRIPTION
 CC0524
 CC0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0524'7.5 MI N FROM PECOS.
 CC0524'7.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0524'STATION AT PECOS, 169.4 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 CC0524'STUCCO HOUSE, 30.8 FEET WEST OF THE WEST RAIL, 84 FEET EAST OF THE
 CC0524'CENTER LINE OF FARM ROAD 1216, 17.9 FEET SOUTH OF THE 1ST POLE NORTH
 CC0524'OF MILEPOST 264, IN LINE WITH A ROW OF TELEPHONE POLES, 2.7 FEET NORTH
 CC0524'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CC0524'0.4 FOOT ABOVE THE GROUND.
 CC0524
 CC0524                          STATION RECOVERY (1981)
 CC0524
 CC0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0524'11.9 KM (7.4 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0524'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0524'PECOS, 0.2 KM (0.1 MI) NORTH OF MILE POST 264, 1.3 KM (0.8 MI)
 CC0524'NORTH OF A GRAVELED ROAD CROSSING, 51.8 METERS (170.0 FT) EAST OF
 CC0524'THE NORTHEAST CORNER AND ACROSS FARM ROAD 1216 FROM A SMALL STUCCO
 CC0524'HOUSE, 25.6 METERS (84.0 FT) EAST OF THE CENTER OF FARM ROAD 1216,
 CC0524'17.6 METERS (57.8 FT) NORTHEAST OF A UTILITY POLE, AND 9.4 METERS
 CC0524'(30.8 FT) WEST OF THE NEAR RAIL.
 CC0524'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CC0524'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0575 ***********************************************************************
 CD0575  DESIGNATION -  S 1066
 CD0575  PID         -  CD0575
 CD0575  STATE/COUNTY-  TX/HUDSPETH
 CD0575  USGS QUAD   -  LASCA (1979)
 CD0575
 CD0575                         *CURRENT SURVEY CONTROL
 CD0575  ___________________________________________________________________
 CD0575* NAD 83(1986)-  31 14 02.     (N)    105 29 17.     (W)     SCALED    
 CD0575* NAVD 88     -      1353.453  (meters)    4440.45   (feet)  ADJUSTED  
 CD0575  ___________________________________________________________________
 CD0575  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CD0575  DYNAMIC HT  -        1351.301 (meters)    4433.39  (feet)  COMP
 CD0575  MODELED GRAV-     979,003.5   (mgal)                       NAVD 88
 CD0575
 CD0575  VERT ORDER  -  FIRST     CLASS II
 CD0575
 CD0575.The horizontal coordinates were scaled from a topographic map and have
 CD0575.an estimated accuracy of +/- 6 seconds.
 CD0575
 CD0575.The orthometric height was determined by differential leveling
 CD0575.and adjusted by the National Geodetic Survey in June 1991..
 CD0575
 CD0575.The geoid height was determined by GEOID03.
 CD0575
 CD0575.The dynamic height is computed by dividing the NAVD 88
 CD0575.geopotential number by the normal gravity value computed on the
 CD0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0575.degrees latitude (g = 980.6199 gals.).
 CD0575
 CD0575.The modeled gravity was interpolated from observed gravity values.
 CD0575
 CD0575;                    North         East    Units  Estimated Accuracy
 CD0575;SPC TX C     - 3,185,110.      209,140.      MT  (+/- 180 meters Scaled)
 CD0575
 CD0575                          SUPERSEDED SURVEY CONTROL
 CD0575
 CD0575  NGVD 29 (??/??/92) 1352.864  (m)         4438.52   (f) ADJ UNCH    1 2
 CD0575
 CD0575.Superseded values are not recommended for survey control.
 CD0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0575.See file dsdata.txt to determine how the superseded data were derived.
 CD0575
 CD0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ535556(NAD 83)
 CD0575_MARKER: DB = BENCH MARK DISK
 CD0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0575_STAMPING: S 1066 1956
 CD0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0575+STABILITY: SURFACE MOTION
 CD0575
 CD0575  HISTORY     - Date     Condition        Report By
 CD0575  HISTORY     - 1956     MONUMENTED       CGS
 CD0575
 CD0575                          STATION DESCRIPTION
 CD0575
 CD0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0575'9.2 MI W FROM SIERRA BLANCA.
 CD0575'9.2 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0575'STATION AT SIERRA BLANCA, 9 1/2 POLES WEST OF MILEPOST 746, 44 FEET
 CD0575'NORTHWEST OF THE NORTHWEST RAIL, 126 FEET WEST OF THE WEST SIDE OF A
 CD0575'ROUND TELEPHONE BOOTH, 78.4 FEET WEST OF SEMAPHORE 746.3, 2.7 FEET
 CD0575'SOUTHEAST OF A FENCE, 2.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 CD0575'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1129 ***********************************************************************
 CS1129  DESIGNATION -  S 1067
 CS1129  PID         -  CS1129
 CS1129  STATE/COUNTY-  TX/DALLAS
 CS1129  USGS QUAD   -  DUNCANVILLE (1981)
 CS1129
 CS1129                         *CURRENT SURVEY CONTROL
 CS1129  ___________________________________________________________________
 CS1129* NAD 83(1986)-  32 44 04.     (N)    096 59 09.     (W)     SCALED    
 CS1129* NAVD 88     -       150.39   (+/-2cm)     493.4    (feet)  VERTCON   
 CS1129  ___________________________________________________________________
 CS1129  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CS1129
 CS1129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS1129
 CS1129.The horizontal coordinates were scaled from a topographic map and have
 CS1129.an estimated accuracy of +/- 6 seconds.
 CS1129
 CS1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1129.The vertical order pertains to the NGVD 29 superseded value.
 CS1129
 CS1129.The geoid height was determined by GEOID03.
 CS1129
 CS1129;                    North         East    Units  Estimated Accuracy
 CS1129;SPC TXNC     - 2,119,430.      741,910.      MT  (+/- 180 meters Scaled)
 CS1129
 CS1129                          SUPERSEDED SURVEY CONTROL
 CS1129
 CS1129  NGVD 29 (??/??/92)  150.409  (m)          493.47   (f) ADJ UNCH    2 0
 CS1129
 CS1129.Superseded values are not recommended for survey control.
 CS1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1129.See file dsdata.txt to determine how the superseded data were derived.
 CS1129
 CS1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB887236(NAD 83)
 CS1129_MARKER: DB = BENCH MARK DISK
 CS1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1129_STAMPING: S 1067 1966
 CS1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1129+STABILITY: SURFACE MOTION
 CS1129
 CS1129  HISTORY     - Date     Condition        Report By
 CS1129  HISTORY     - 1966     MONUMENTED       CGS
 CS1129  HISTORY     - 20030217 MARK NOT FOUND   GEOCAC
 CS1129
 CS1129                          STATION DESCRIPTION
 CS1129
 CS1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1129'1.5 MI SE FROM GRAND PRAIRIE.
 CS1129'1.2 MILES EAST ALONG MAIN STREET FROM THE CITY HALL IN GRAND PRAIRIE,
 CS1129'THENCE 0.9 MILE SOUTH ALONG SE 14TH STREET, 94.5 FEET SOUTH SOUTHEAST
 CS1129'OF THE CENTERLINE OF SKYLINE ROAD, 49.7 FEET WEST OF THE CENTERLINE OF
 CS1129'SE 14TH STREET, 2.4 FEET EAST OF A METAL WITNESS POST, 2.2 FEET WEST
 CS1129'OF A POWERLINE POLE AND SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 CS1129'PROJECTS 10-INCHES.
 CS1129
 CS1129                          STATION RECOVERY (2003)
 CS1129
 CS1129'RECOVERY NOTE BY GEOCACHING 2003
 CS1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0095 ***********************************************************************
 CD0095  DESIGNATION -  S 1068
 CD0095  PID         -  CD0095
 CD0095  STATE/COUNTY-  TX/JEFF DAVIS
 CD0095  USGS QUAD   -  KENT (1970)
 CD0095
 CD0095                         *CURRENT SURVEY CONTROL
 CD0095  ___________________________________________________________________
 CD0095* NAD 83(1986)-  31 04 10.     (N)    104 08 53.     (W)     SCALED    
 CD0095* NAVD 88     -      1248.434  (meters)    4095.90   (feet)  ADJUSTED  
 CD0095  ___________________________________________________________________
 CD0095  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 CD0095  DYNAMIC HT  -        1246.503 (meters)    4089.57  (feet)  COMP
 CD0095  MODELED GRAV-     979,050.5   (mgal)                       NAVD 88
 CD0095
 CD0095  VERT ORDER  -  FIRST     CLASS II
 CD0095
 CD0095.The horizontal coordinates were scaled from a topographic map and have
 CD0095.an estimated accuracy of +/- 6 seconds.
 CD0095
 CD0095.The orthometric height was determined by differential leveling
 CD0095.and adjusted by the National Geodetic Survey in June 1991..
 CD0095
 CD0095.The geoid height was determined by GEOID03.
 CD0095
 CD0095.The dynamic height is computed by dividing the NAVD 88
 CD0095.geopotential number by the normal gravity value computed on the
 CD0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0095.degrees latitude (g = 980.6199 gals.).
 CD0095
 CD0095.The modeled gravity was interpolated from observed gravity values.
 CD0095
 CD0095;                    North         East    Units  Estimated Accuracy
 CD0095;SPC TX C     - 3,161,750.      336,060.      MT  (+/- 180 meters Scaled)
 CD0095
 CD0095                          SUPERSEDED SURVEY CONTROL
 CD0095
 CD0095  NGVD 29 (??/??/92) 1247.956  (m)         4094.34   (f) ADJ UNCH    1 2
 CD0095
 CD0095.Superseded values are not recommended for survey control.
 CD0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0095.See file dsdata.txt to determine how the superseded data were derived.
 CD0095
 CD0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ812376(NAD 83)
 CD0095_MARKER: DB = BENCH MARK DISK
 CD0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0095_SP_SET: FOOTING
 CD0095_STAMPING: S 1068 1956
 CD0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0095
 CD0095  HISTORY     - Date     Condition        Report By
 CD0095  HISTORY     - 1956     MONUMENTED       CGS
 CD0095
 CD0095                          STATION DESCRIPTION
 CD0095
 CD0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0095'4.25 MI NE FROM KENT.
 CD0095'4.25 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0095'STATION AT KENT, 57 FEET NORTHEAST OF THE 6TH POLE SOUTHWEST OF
 CD0095'MILEPOST 694, 117 FEET NORTHEAST OF THE NORTHEAST CORNER OF TRESTLE
 CD0095'694.2, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.5 FEET SOUTHEAST OF
 CD0095'A FENCE, 0.2 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE SOUTHWEST
 CD0095'CORNER OF THE SOUTHWEST CONCRETE FOOTING OF AN OLD WINDMILL TOWER
 CD0095'WHICH HAS BLOWN OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0180 ***********************************************************************
 CD0180  DESIGNATION -  S 1069
 CD0180  PID         -  CD0180
 CD0180  STATE/COUNTY-  TX/CULBERSON
 CD0180  USGS QUAD   -  PLATEAU (1979)
 CD0180
 CD0180                         *CURRENT SURVEY CONTROL
 CD0180  ___________________________________________________________________
 CD0180* NAD 83(1986)-  31 03 43.     (N)    104 34 05.     (W)     SCALED    
 CD0180* NAVD 88     -      1198.337  (meters)    3931.54   (feet)  POSTED    
 CD0180  ___________________________________________________________________
 CD0180  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 CD0180  DYNAMIC HT  -        1196.470 (meters)    3925.42  (feet)  COMP
 CD0180  MODELED GRAV-     979,045.2   (mgal)                       NAVD 88
 CD0180
 CD0180  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0180
 CD0180.The horizontal coordinates were scaled from a topographic map and have
 CD0180.an estimated accuracy of +/- 6 seconds.
 CD0180
 CD0180.The orthometric height was determined by differential leveling
 CD0180.and adjusted by the National Geodetic Survey in 1992..
 CD0180.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0180.rate of 0.0 thru 1.0 mm/km.
 CD0180
 CD0180.The geoid height was determined by GEOID03.
 CD0180
 CD0180.The dynamic height is computed by dividing the NAVD 88
 CD0180.geopotential number by the normal gravity value computed on the
 CD0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0180.degrees latitude (g = 980.6199 gals.).
 CD0180
 CD0180.The modeled gravity was interpolated from observed gravity values.
 CD0180
 CD0180;                    North         East    Units  Estimated Accuracy
 CD0180;SPC TX C     - 3,162,370.      295,970.      MT  (+/- 180 meters Scaled)
 CD0180
 CD0180                          SUPERSEDED SURVEY CONTROL
 CD0180
 CD0180  NGVD 29 (??/??/92) 1197.848  (m)         3929.94   (f) ADJ UNCH    1 2
 CD0180
 CD0180.Superseded values are not recommended for survey control.
 CD0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0180.See file dsdata.txt to determine how the superseded data were derived.
 CD0180
 CD0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ412365(NAD 83)
 CD0180_MARKER: DB = BENCH MARK DISK
 CD0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0180_STAMPING: S 1069 1956
 CD0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0180+STABILITY: SURFACE MOTION
 CD0180
 CD0180  HISTORY     - Date     Condition        Report By
 CD0180  HISTORY     - 1956     MONUMENTED       CGS
 CD0180
 CD0180                          STATION DESCRIPTION
 CD0180
 CD0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0180'0.65 MI W FROM PLATEAU.
 CD0180'0.65 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0180'FOREMANS HOUSE AT PLATEAU, 177.5 FEET SOUTH OF THE SOUTH RAIL, 129
 CD0180'FEET SOUTH OF A FENCE, ON TOP OF A SANDY KNOLL, 29 FEET SOUTH OF THE
 CD0180'CENTER LINE OF AN OLD ROAD, 3.4 FEET SOUTH OF A WITNESS POST, SET IN
 CD0180'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0173 ***********************************************************************
 CC0173  DESIGNATION -  S 107
 CC0173  PID         -  CC0173
 CC0173  STATE/COUNTY-  TX/WARD
 CC0173  USGS QUAD   -  OZARK LAKE (1981)
 CC0173
 CC0173                         *CURRENT SURVEY CONTROL
 CC0173  ___________________________________________________________________
 CC0173* NAD 83(1986)-  31 24 06.     (N)    102 52 15.     (W)     SCALED    
 CC0173* NAVD 88     -       769.202  (meters)    2523.62   (feet)  ADJUSTED  
 CC0173  ___________________________________________________________________
 CC0173  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CC0173  DYNAMIC HT  -         768.124 (meters)    2520.09  (feet)  COMP
 CC0173  MODELED GRAV-     979,212.5   (mgal)                       NAVD 88
 CC0173
 CC0173  VERT ORDER  -  FIRST     CLASS II
 CC0173
 CC0173.The horizontal coordinates were scaled from a topographic map and have
 CC0173.an estimated accuracy of +/- 6 seconds.
 CC0173
 CC0173.The orthometric height was determined by differential leveling
 CC0173.and adjusted by the National Geodetic Survey in June 1991..
 CC0173
 CC0173.The geoid height was determined by GEOID03.
 CC0173
 CC0173.The dynamic height is computed by dividing the NAVD 88
 CC0173.geopotential number by the normal gravity value computed on the
 CC0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0173.degrees latitude (g = 980.6199 gals.).
 CC0173
 CC0173.The modeled gravity was interpolated from observed gravity values.
 CC0173
 CC0173;                    North         East    Units  Estimated Accuracy
 CC0173;SPC TX C     - 3,195,090.      458,720.      MT  (+/- 180 meters Scaled)
 CC0173
 CC0173                          SUPERSEDED SURVEY CONTROL
 CC0173
 CC0173  NGVD 29 (??/??/92)  768.912  (m)         2522.67   (f) ADJ UNCH    1 2
 CC0173
 CC0173.Superseded values are not recommended for survey control.
 CC0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0173.See file dsdata.txt to determine how the superseded data were derived.
 CC0173
 CC0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ024760(NAD 83)
 CC0173_MARKER: DB = BENCH MARK DISK
 CC0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0173_STAMPING: S 107 1933 2522.672
 CC0173_MARK LOGO: CGS   
 CC0173_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0173+STABILITY: SURFACE MOTION
 CC0173
 CC0173  HISTORY     - Date     Condition        Report By
 CC0173  HISTORY     - 1933     MONUMENTED       CGS
 CC0173  HISTORY     - 1958     GOOD             NGS
 CC0173  HISTORY     - 1981     GOOD             NGS
 CC0173
 CC0173                          STATION DESCRIPTION
 CC0173
 CC0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0173'4.6 MI N FROM GRANDFALLS.
 CC0173'ABOUT 4.6 MILES NORTH ALONG STATE HIGHWAY 82 FROM THE FIRST BAPTIST
 CC0173'CHURCH AT GRANDFALLS, 91 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CC0173'ABOUT 0.95 MILE NORTH OF A R. E. A. SUB STATION, ABOUT 0.1 MILE NORTH
 CC0173'OF THE JUNCTION OF A DIRT ROAD LEADING WEST, 40 1/2 FEET EAST OF THE
 CC0173'EAST RIGHT OF WAY FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 CC0173'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 CC0173
 CC0173                          STATION RECOVERY (1981)
 CC0173
 CC0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0173'7.3 KM (4.55 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0173'WITH STATE HIGHWAY 329 IN GRANDFALLS, 1.4 KM (0.9 MI) NORTH OF AN
 CC0173'ELECTRIC SUB-STATION, 0.2 KM (0.1 MI) NORTH OF A PAVED ROAD LEADING
 CC0173'NORTHWEST, 37.8 METERS (124.0 FT) EAST OF THE CENTERLINE OF THE
 CC0173'HIGHWAY AND 12.2 METERS (40.0 FT) EAST OF A FENCE.
 CC0173'THE MARK IS 12.3 METERS  E FROM A WITNESS POST.
 CC0173'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0273 ***********************************************************************
 AE0273  DESIGNATION -  S 107
 AE0273  PID         -  AE0273
 AE0273  STATE/COUNTY-  TX/HIDALGO
 AE0273  USGS QUAD   -  HIDALGO (1983)
 AE0273
 AE0273                         *CURRENT SURVEY CONTROL
 AE0273  ___________________________________________________________________
 AE0273* NAD 83(1986)-  26 06 43.     (N)    098 15 38.     (W)     SCALED    
 AE0273* NAVD 88     -        32.187  (meters)     105.60   (feet)  POSTED    
 AE0273  ___________________________________________________________________
 AE0273  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AE0273  DYNAMIC HT  -          32.130 (meters)     105.41  (feet)  COMP
 AE0273  MODELED GRAV-     978,976.3   (mgal)                       NAVD 88
 AE0273
 AE0273  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0273
 AE0273.The horizontal coordinates were scaled from a topographic map and have
 AE0273.an estimated accuracy of +/- 6 seconds.
 AE0273
 AE0273.The orthometric height was determined by differential leveling
 AE0273.and adjusted by the National Geodetic Survey in 1992..
 AE0273.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0273.rate of 1.1 thru 2.0 mm/km.
 AE0273
 AE0273.The geoid height was determined by GEOID03.
 AE0273
 AE0273.The dynamic height is computed by dividing the NAVD 88
 AE0273.geopotential number by the normal gravity value computed on the
 AE0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0273.degrees latitude (g = 980.6199 gals.).
 AE0273
 AE0273.The modeled gravity was interpolated from observed gravity values.
 AE0273
 AE0273;                    North         East    Units  Estimated Accuracy
 AE0273;SPC TX S     - 5,049,360.      323,950.      MT  (+/- 180 meters Scaled)
 AE0273
 AE0273                          SUPERSEDED SURVEY CONTROL
 AE0273
 AE0273  NGVD 29 (??/??/92)   32.295  (m)          105.95   (f) ADJ UNCH    2 0
 AE0273
 AE0273.Superseded values are not recommended for survey control.
 AE0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0273.See file dsdata.txt to determine how the superseded data were derived.
 AE0273
 AE0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP739882(NAD 83)
 AE0273_MARKER: P = PIPE CAP
 AE0273_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE0273_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AE0273_STAMPING: S 106 1913
 AE0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0273
 AE0273  HISTORY     - Date     Condition        Report By
 AE0273  HISTORY     - 1913     MONUMENTED       USGS
 AE0273  HISTORY     - 1942     GOOD             NGS
 AE0273  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0273  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0273
 AE0273                          STATION DESCRIPTION
 AE0273
 AE0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0273'0.3 MI N FROM HIDALGO.
 AE0273'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF U.S.
 AE0273'HIGHWAY 281 ABOUT 0.1 MILE WEST OF THE POST OFFICE AT HIDALGO, HIDALGO
 AE0273'COUNTY, 336 FEET SOUTH OF THE CROSSING OF THE MISSOURI PACIFIC
 AE0273'RAILROAD, 15 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND ABOUT
 AE0273'1 FOOT HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 AE0273'STANDARD CAP, STAMPED S 106 1913 AND RIVETED ON THE TOP OF A 3-INCH
 AE0273'IRON PIPE.
 AE0273
 AE0273                          STATION RECOVERY (1981)
 AE0273
 AE0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0273'MARK NOT RECOVERED.
 AE0273
 AE0273                          STATION RECOVERY (1992)
 AE0273
 AE0273'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0215 ***********************************************************************
 CD0215  DESIGNATION -  S 1070
 CD0215  PID         -  CD0215
 CD0215  STATE/COUNTY-  TX/CULBERSON
 CD0215  USGS QUAD   -  HACKETT PEAK (1964)
 CD0215
 CD0215                         *CURRENT SURVEY CONTROL
 CD0215  ___________________________________________________________________
 CD0215* NAD 83(1986)-  31 03 18.     (N)    104 54 15.     (W)     SCALED    
 CD0215* NAVD 88     -      1324.981  (meters)    4347.04   (feet)  ADJUSTED  
 CD0215  ___________________________________________________________________
 CD0215  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0215  DYNAMIC HT  -        1322.882 (meters)    4340.16  (feet)  COMP
 CD0215  MODELED GRAV-     979,010.5   (mgal)                       NAVD 88
 CD0215
 CD0215  VERT ORDER  -  FIRST     CLASS II
 CD0215
 CD0215.The horizontal coordinates were scaled from a topographic map and have
 CD0215.an estimated accuracy of +/- 6 seconds.
 CD0215
 CD0215.The orthometric height was determined by differential leveling
 CD0215.and adjusted by the National Geodetic Survey in June 1991..
 CD0215
 CD0215.The geoid height was determined by GEOID03.
 CD0215
 CD0215.The dynamic height is computed by dividing the NAVD 88
 CD0215.geopotential number by the normal gravity value computed on the
 CD0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0215.degrees latitude (g = 980.6199 gals.).
 CD0215
 CD0215.The modeled gravity was interpolated from observed gravity values.
 CD0215
 CD0215;                    North         East    Units  Estimated Accuracy
 CD0215;SPC TX C     - 3,162,870.      263,890.      MT  (+/- 180 meters Scaled)
 CD0215
 CD0215                          SUPERSEDED SURVEY CONTROL
 CD0215
 CD0215  NGVD 29 (??/??/92) 1324.446  (m)         4345.29   (f) ADJ UNCH    1 2
 CD0215
 CD0215.Superseded values are not recommended for survey control.
 CD0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0215.See file dsdata.txt to determine how the superseded data were derived.
 CD0215
 CD0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ091357(NAD 83)
 CD0215_MARKER: DB = BENCH MARK DISK
 CD0215_SETTING: 66 = SET IN ROCK OUTCROP
 CD0215_SP_SET: OUTCROP
 CD0215_STAMPING: S 1070 1956
 CD0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0215+STABILITY: POSITION/ELEVATION WELL
 CD0215
 CD0215  HISTORY     - Date     Condition        Report By
 CD0215  HISTORY     - 1956     MONUMENTED       CGS
 CD0215
 CD0215                          STATION DESCRIPTION
 CD0215
 CD0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0215'4.6 MI W FROM VAN HORN.
 CD0215'4.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0215'AT VAN HORN, 0.15 MILE WEST OF A TRESTLE, ON THE NORTH SLOPE OF A
 CD0215'HILL, 13.6 FEET SOUTHWEST OF THE 1ST POLE EAST OF MILEPOST 740, 51.7
 CD0215'FEET SOUTH OF THE SOUTH RAIL, 5.8 FEET SOUTH OF A FENCE, 7 FEET ABOVE
 CD0215'THE TOP OF THE RAILS, 0.5 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 CD0215'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0550 ***********************************************************************
 CD0550  DESIGNATION -  S 1071
 CD0550  PID         -  CD0550
 CD0550  STATE/COUNTY-  TX/HUDSPETH
 CD0550  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0550
 CD0550                         *CURRENT SURVEY CONTROL
 CD0550  ___________________________________________________________________
 CD0550* NAD 83(1986)-  31 09 00.     (N)    105 16 13.     (W)     SCALED    
 CD0550* NAVD 88     -      1334.683  (meters)    4378.87   (feet)  ADJUSTED  
 CD0550  ___________________________________________________________________
 CD0550  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CD0550  DYNAMIC HT  -        1332.553 (meters)    4371.88  (feet)  COMP
 CD0550  MODELED GRAV-     978,998.9   (mgal)                       NAVD 88
 CD0550
 CD0550  VERT ORDER  -  FIRST     CLASS II
 CD0550
 CD0550.The horizontal coordinates were scaled from a topographic map and have
 CD0550.an estimated accuracy of +/- 6 seconds.
 CD0550
 CD0550.The orthometric height was determined by differential leveling
 CD0550.and adjusted by the National Geodetic Survey in June 1991..
 CD0550
 CD0550.The geoid height was determined by GEOID03.
 CD0550
 CD0550.The dynamic height is computed by dividing the NAVD 88
 CD0550.geopotential number by the normal gravity value computed on the
 CD0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0550.degrees latitude (g = 980.6199 gals.).
 CD0550
 CD0550.The modeled gravity was interpolated from observed gravity values.
 CD0550
 CD0550;                    North         East    Units  Estimated Accuracy
 CD0550;SPC TX C     - 3,174,880.      229,450.      MT  (+/- 180 meters Scaled)
 CD0550
 CD0550                          SUPERSEDED SURVEY CONTROL
 CD0550
 CD0550  NGVD 29 (??/??/92) 1334.097  (m)         4376.95   (f) ADJ UNCH    1 2
 CD0550
 CD0550.Superseded values are not recommended for survey control.
 CD0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0550.See file dsdata.txt to determine how the superseded data were derived.
 CD0550
 CD0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ742462(NAD 83)
 CD0550_MARKER: DB = BENCH MARK DISK
 CD0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0550_STAMPING: S 1071 1956
 CD0550_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0550+STABILITY: SURFACE MOTION
 CD0550
 CD0550  HISTORY     - Date     Condition        Report By
 CD0550  HISTORY     - 1956     MONUMENTED       CGS
 CD0550  HISTORY     - 1981     GOOD             NGS
 CD0550
 CD0550                          STATION DESCRIPTION
 CD0550
 CD0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0550'5.35 MI E FROM SIERRA BLANCA.
 CD0550'5.35 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0550'AT SIERRA BLANCA, 38 FEET SOUTH OF THE SOUTH RAIL, 79.5 FEET NORTH OF
 CD0550'THE CENTER LINE OF U.S. HIGHWAY 80, 21.5 FEET EAST OF THE 2ND POLE
 CD0550'WEST OF MILEPOST 763, 3 FEET SOUTH OF A WITNESS POST, 5 FEET BELOW THE
 CD0550'TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CD0550'FOOT ABOVE THE GROUND.
 CD0550
 CD0550                          STATION RECOVERY (1981)
 CD0550
 CD0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0550'8.7 KM (5.4 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0550'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.4 KM (0.25 MI) SOUTHEAST
 CD0550'OF A DIRT ROAD CROSSING, 1 POLE NORTHWEST OF MILEPOST 763, 27.1
 CD0550'METERS (89.0 FT) SOUTHWEST OF A UTILITY POLE, 24.2 METERS (79.5 FT)
 CD0550'NORTH-NORTHEAST OF CENTERLINE OF A FRONTAGE ROAD, 11.6 METERS
 CD0550'(38.0 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL AND 0.9 METER (3.0 FT)
 CD0550'SOUTH OF A 4 BY 4 INCH WOODEN WITNESS POST.
 CD0550'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0550'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0030 ***********************************************************************
 CE0030  DESIGNATION -  S 1072
 CE0030  PID         -  CE0030
 CE0030  STATE/COUNTY-  TX/EL PASO
 CE0030  USGS QUAD   -  YSLETA (1994)
 CE0030
 CE0030                         *CURRENT SURVEY CONTROL
 CE0030  ___________________________________________________________________
 CE0030* NAD 83(1986)-  31 41 25.     (N)    106 18 54.     (W)     SCALED    
 CE0030* NAVD 88     -      1117.517  (meters)    3666.39   (feet)  ADJUSTED  
 CE0030  ___________________________________________________________________
 CE0030  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0030  DYNAMIC HT  -        1115.819 (meters)    3660.82  (feet)  COMP
 CE0030  MODELED GRAV-     979,082.6   (mgal)                       NAVD 88
 CE0030
 CE0030  VERT ORDER  -  FIRST     CLASS II
 CE0030
 CE0030.The horizontal coordinates were scaled from a topographic map and have
 CE0030.an estimated accuracy of +/- 6 seconds.
 CE0030
 CE0030.The orthometric height was determined by differential leveling
 CE0030.and adjusted by the National Geodetic Survey in June 1991..
 CE0030
 CE0030.The geoid height was determined by GEOID03.
 CE0030
 CE0030.The dynamic height is computed by dividing the NAVD 88
 CE0030.geopotential number by the normal gravity value computed on the
 CE0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0030.degrees latitude (g = 980.6199 gals.).
 CE0030
 CE0030.The modeled gravity was interpolated from observed gravity values.
 CE0030
 CE0030;                    North         East    Units  Estimated Accuracy
 CE0030;SPC TX C     - 3,239,580.      133,180.      MT  (+/- 180 meters Scaled)
 CE0030
 CE0030                          SUPERSEDED SURVEY CONTROL
 CE0030
 CE0030  NGVD 29 (??/??/92) 1116.972  (m)         3664.60   (f) ADJ UNCH    1 2
 CE0030
 CE0030.Superseded values are not recommended for survey control.
 CE0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0030.See file dsdata.txt to determine how the superseded data were derived.
 CE0030
 CE0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR753068(NAD 83)
 CE0030_MARKER: DB = BENCH MARK DISK
 CE0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0030_STAMPING: S 1072 1956
 CE0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0030+STABILITY: SURFACE MOTION
 CE0030
 CE0030  HISTORY     - Date     Condition        Report By
 CE0030  HISTORY     - 1956     MONUMENTED       CGS
 CE0030  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0030  HISTORY     - 19920430 MARK NOT FOUND   USGS
 CE0030
 CE0030                          STATION DESCRIPTION
 CE0030
 CE0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0030'0.7 MI SE FROM YSLETA.
 CE0030'0.7 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0030'STATION AT YSLETA, 29.5 FEET EAST OF THE 1ST POLE NORTHWEST OF
 CE0030'MILEPOST 816, 28.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 CE0030'TRACK, 30 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 2.1 FEET
 CE0030'NORTHWEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN
 CE0030'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CE0030
 CE0030                          STATION RECOVERY (1981)
 CE0030
 CE0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0030'MARK NOT FOUND.
 CE0030
 CE0030                          STATION RECOVERY (1992)
 CE0030
 CE0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0856 ***********************************************************************
 AY0856  DESIGNATION -  S 1075
 AY0856  PID         -  AY0856
 AY0856  STATE/COUNTY-  TX/FRIO
 AY0856  USGS QUAD   -  GHOST HILL (1982)
 AY0856
 AY0856                         *CURRENT SURVEY CONTROL
 AY0856  ___________________________________________________________________
 AY0856* NAD 83(1986)-  29 04 44.     (N)    098 58 10.     (W)     SCALED    
 AY0856* NAVD 88     -       192.156  (meters)     630.43   (feet)  ADJUSTED  
 AY0856  ___________________________________________________________________
 AY0856  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AY0856  DYNAMIC HT  -         191.881 (meters)     629.53  (feet)  COMP
 AY0856  MODELED GRAV-     979,209.7   (mgal)                       NAVD 88
 AY0856
 AY0856  VERT ORDER  -  FIRST     CLASS II
 AY0856
 AY0856.The horizontal coordinates were scaled from a topographic map and have
 AY0856.an estimated accuracy of +/- 6 seconds.
 AY0856
 AY0856.The orthometric height was determined by differential leveling
 AY0856.and adjusted by the National Geodetic Survey in June 1991..
 AY0856
 AY0856.The geoid height was determined by GEOID03.
 AY0856
 AY0856.The dynamic height is computed by dividing the NAVD 88
 AY0856.geopotential number by the normal gravity value computed on the
 AY0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0856.degrees latitude (g = 980.6199 gals.).
 AY0856
 AY0856.The modeled gravity was interpolated from observed gravity values.
 AY0856
 AY0856;                    North         East    Units  Estimated Accuracy
 AY0856;SPC TXSC     - 4,138,040.      602,980.      MT  (+/- 180 meters Scaled)
 AY0856
 AY0856                          SUPERSEDED SURVEY CONTROL
 AY0856
 AY0856  NGVD 29 (??/??/92)  192.041  (m)          630.05   (f) ADJ UNCH    1 2
 AY0856
 AY0856.Superseded values are not recommended for survey control.
 AY0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0856.See file dsdata.txt to determine how the superseded data were derived.
 AY0856
 AY0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT029167(NAD 83)
 AY0856_MARKER: DB = BENCH MARK DISK
 AY0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0856_STAMPING: S 1075 1956
 AY0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0856+STABILITY: SURFACE MOTION
 AY0856
 AY0856  HISTORY     - Date     Condition        Report By
 AY0856  HISTORY     - 1956     MONUMENTED       CGS
 AY0856  HISTORY     - 19950323 MARK NOT FOUND   USPSQD
 AY0856  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AY0856  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0856
 AY0856                          STATION DESCRIPTION
 AY0856
 AY0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0856'3.0 MI NE FROM MOORE.
 AY0856'3.0 MILES NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0856'RAILROAD FROM THE POST OFFICE AT MOORE, 85 FEET NORTH OF MILEPOST 297,
 AY0856'79 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 38 FEET
 AY0856'NORTHWEST OF THE NORTHWEST RAIL, 50 FEET NORTHEAST OF A TELEPHONE
 AY0856'POLE, 1.7 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AY0856'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY0856
 AY0856                          STATION RECOVERY (1995)
 AY0856
 AY0856'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0856'MARK NOT FOUND.
 AY0856
 AY0856                          STATION RECOVERY (1996)
 AY0856
 AY0856'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0856'MARK NOT FOUND.
 AY0856
 AY0856                          STATION RECOVERY (2002)
 AY0856
 AY0856'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0190 ***********************************************************************
 AO0190  DESIGNATION -  S 1076
 AO0190  PID         -  AO0190
 AO0190  STATE/COUNTY-  TX/FRIO
 AO0190  USGS QUAD   -  DERBY (1982)
 AO0190
 AO0190                         *CURRENT SURVEY CONTROL
 AO0190  ___________________________________________________________________
 AO0190* NAD 83(1986)-  28 47 05.     (N)    099 07 40.     (W)     SCALED    
 AO0190* NAVD 88     -       165.508  (meters)     543.00   (feet)  ADJUSTED  
 AO0190  ___________________________________________________________________
 AO0190  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AO0190  DYNAMIC HT  -         165.265 (meters)     542.21  (feet)  COMP
 AO0190  MODELED GRAV-     979,176.3   (mgal)                       NAVD 88
 AO0190
 AO0190  VERT ORDER  -  FIRST     CLASS II
 AO0190
 AO0190.The horizontal coordinates were scaled from a topographic map and have
 AO0190.an estimated accuracy of +/- 6 seconds.
 AO0190
 AO0190.The orthometric height was determined by differential leveling
 AO0190.and adjusted by the National Geodetic Survey in June 1991..
 AO0190
 AO0190.The geoid height was determined by GEOID03.
 AO0190
 AO0190.The dynamic height is computed by dividing the NAVD 88
 AO0190.geopotential number by the normal gravity value computed on the
 AO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0190.degrees latitude (g = 980.6199 gals.).
 AO0190
 AO0190.The modeled gravity was interpolated from observed gravity values.
 AO0190
 AO0190;                    North         East    Units  Estimated Accuracy
 AO0190;SPC TXSC     - 4,105,450.      587,530.      MT  (+/- 180 meters Scaled)
 AO0190
 AO0190                          SUPERSEDED SURVEY CONTROL
 AO0190
 AO0190  NGVD 29 (??/??/92)  165.385  (m)          542.60   (f) ADJ UNCH    1 2
 AO0190
 AO0190.Superseded values are not recommended for survey control.
 AO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0190.See file dsdata.txt to determine how the superseded data were derived.
 AO0190
 AO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS875841(NAD 83)
 AO0190_MARKER: DB = BENCH MARK DISK
 AO0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0190_SP_SET: CROSS BEAM
 AO0190_STAMPING: S 1076 1956
 AO0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0190+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 AO0190
 AO0190  HISTORY     - Date     Condition        Report By
 AO0190  HISTORY     - 1956     MONUMENTED       CGS
 AO0190  HISTORY     - 1988     GOOD             USPSQD
 AO0190  HISTORY     - 19960806 GOOD             USPSQD
 AO0190  HISTORY     - 19980204 GOOD             USPSQD
 AO0190  HISTORY     - 20030524 GOOD             USPSQD
 AO0190
 AO0190                          STATION DESCRIPTION
 AO0190
 AO0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0190'7.6 MI S FROM PEARSALL.
 AO0190'7.6 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0190'FROM THE STATION AT PEARSALL, 12 FEET EAST OF THE EAST RAIL, 6 FEET
 AO0190'ABOVE THE TOP OF THE RAILS, AT THE OVERPASS OF U.S. HIGHWAY 81, 2.6
 AO0190'FEET SOUTHEAST OF A CONCRETE PILING, SET IN THE TOP OF THE NORTHWEST
 AO0190'END OF A CONCRETE CROSS BEAM.
 AO0190
 AO0190                          STATION RECOVERY (1988)
 AO0190
 AO0190'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0190'RECOVERED IN GOOD CONDITION.
 AO0190
 AO0190                          STATION RECOVERY (1996)
 AO0190
 AO0190'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0190'RECOVERED IN GOOD CONDITION.
 AO0190
 AO0190                          STATION RECOVERY (1998)
 AO0190
 AO0190'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0190'RECOVERED IN GOOD CONDITION.
 AO0190
 AO0190                          STATION RECOVERY (2003)
 AO0190
 AO0190'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0249 ***********************************************************************
 AO0249  DESIGNATION -  S 1077
 AO0249  PID         -  AO0249
 AO0249  STATE/COUNTY-  TX/LA SALLE
 AO0249  USGS QUAD   -  COTULLA (1974)
 AO0249
 AO0249                         *CURRENT SURVEY CONTROL
 AO0249  ___________________________________________________________________
 AO0249* NAD 83(1986)-  28 27 18.     (N)    099 14 04.     (W)     SCALED    
 AO0249* NAVD 88     -       128.490  (meters)     421.55   (feet)  ADJUSTED  
 AO0249  ___________________________________________________________________
 AO0249  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AO0249  DYNAMIC HT  -         128.297 (meters)     420.92  (feet)  COMP
 AO0249  MODELED GRAV-     979,138.9   (mgal)                       NAVD 88
 AO0249
 AO0249  VERT ORDER  -  FIRST     CLASS II
 AO0249
 AO0249.The horizontal coordinates were scaled from a topographic map and have
 AO0249.an estimated accuracy of +/- 6 seconds.
 AO0249
 AO0249.The orthometric height was determined by differential leveling
 AO0249.and adjusted by the National Geodetic Survey in June 1991..
 AO0249
 AO0249.The geoid height was determined by GEOID03.
 AO0249
 AO0249.The dynamic height is computed by dividing the NAVD 88
 AO0249.geopotential number by the normal gravity value computed on the
 AO0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0249.degrees latitude (g = 980.6199 gals.).
 AO0249
 AO0249.The modeled gravity was interpolated from observed gravity values.
 AO0249
 AO0249;                    North         East    Units  Estimated Accuracy
 AO0249;SPC TXSC     - 4,068,920.      577,040.      MT  (+/- 180 meters Scaled)
 AO0249
 AO0249                          SUPERSEDED SURVEY CONTROL
 AO0249
 AO0249  NGVD 29 (??/??/92)  128.366  (m)          421.15   (f) ADJ UNCH    1 2
 AO0249
 AO0249.Superseded values are not recommended for survey control.
 AO0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0249.See file dsdata.txt to determine how the superseded data were derived.
 AO0249
 AO0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS770476(NAD 83)
 AO0249_MARKER: DB = BENCH MARK DISK
 AO0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0249_STAMPING: S 1077 1956
 AO0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0249+STABILITY: SURFACE MOTION
 AO0249
 AO0249  HISTORY     - Date     Condition        Report By
 AO0249  HISTORY     - 1956     MONUMENTED       CGS
 AO0249  HISTORY     - 1973     MARK NOT FOUND   USGS
 AO0249  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0249
 AO0249                          STATION DESCRIPTION
 AO0249
 AO0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0249'1.35 MI N FROM COTULLA.
 AO0249'1.35 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0249'FROM THE STATION AT COTULLA, 3 1/4 POLES NORTH OF MILEPOST 344, 13
 AO0249'RAILS NORTH OF TRESTLE 344.0, 39.5 FEET WEST OF THE WEST RAIL, 59 FEET
 AO0249'EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 1.6 FEET NORTH OF A
 AO0249'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AO0249'FOOT ABOVE THE GROUND.
 AO0249
 AO0249                          STATION RECOVERY (1973)
 AO0249
 AO0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AO0249'MARK NOT FOUND.
 AO0249
 AO0249                          STATION RECOVERY (1997)
 AO0249
 AO0249'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0709 ***********************************************************************
 AJ0709  DESIGNATION -  S 1079
 AJ0709  PID         -  AJ0709
 AJ0709  STATE/COUNTY-  TX/WEBB
 AJ0709  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0709
 AJ0709                         *CURRENT SURVEY CONTROL
 AJ0709  ___________________________________________________________________
 AJ0709* NAD 83(1986)-  27 53 04.     (N)    099 24 00.     (W)     SCALED    
 AJ0709* NAVD 88     -       194.882  (meters)     639.38   (feet)  ADJUSTED  
 AJ0709  ___________________________________________________________________
 AJ0709  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AJ0709  DYNAMIC HT  -         194.578 (meters)     638.38  (feet)  COMP
 AJ0709  MODELED GRAV-     979,084.5   (mgal)                       NAVD 88
 AJ0709
 AJ0709  VERT ORDER  -  FIRST     CLASS II
 AJ0709
 AJ0709.The horizontal coordinates were scaled from a topographic map and have
 AJ0709.an estimated accuracy of +/- 6 seconds.
 AJ0709
 AJ0709.The orthometric height was determined by differential leveling
 AJ0709.and adjusted by the National Geodetic Survey in June 1991..
 AJ0709
 AJ0709.The geoid height was determined by GEOID03.
 AJ0709
 AJ0709.The dynamic height is computed by dividing the NAVD 88
 AJ0709.geopotential number by the normal gravity value computed on the
 AJ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0709.degrees latitude (g = 980.6199 gals.).
 AJ0709
 AJ0709.The modeled gravity was interpolated from observed gravity values.
 AJ0709
 AJ0709;                    North         East    Units  Estimated Accuracy
 AJ0709;SPC TX S     - 5,246,040.      211,380.      MT  (+/- 180 meters Scaled)
 AJ0709
 AJ0709                          SUPERSEDED SURVEY CONTROL
 AJ0709
 AJ0709  NGVD 29 (??/??/92)  194.763  (m)          638.98   (f) ADJ UNCH    1 2
 AJ0709
 AJ0709.Superseded values are not recommended for survey control.
 AJ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0709.See file dsdata.txt to determine how the superseded data were derived.
 AJ0709
 AJ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR606844(NAD 83)
 AJ0709_MARKER: DB = BENCH MARK DISK
 AJ0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0709_STAMPING: S 1079 1957
 AJ0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0709+STABILITY: SURFACE MOTION
 AJ0709
 AJ0709  HISTORY     - Date     Condition        Report By
 AJ0709  HISTORY     - 1957     MONUMENTED       CGS
 AJ0709  HISTORY     - 1977     GOOD             USGS
 AJ0709
 AJ0709                          STATION DESCRIPTION
 AJ0709
 AJ0709'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0709'11.4 MI N FROM WEBB.
 AJ0709'9.2 MILES NORTH ALONG INTERSTATE HWY 35 FROM THE OVERPASS AT THE
 AJ0709'JUNCTION WITH U.S. HWY 83, 0.2 MILES SOUTH OF I 35 MILEPOST 28, AT A
 AJ0709'CROSS ROAD, 186 FEET WEST, 130 FEET SOUTH, AND 2.2 FEET LOWER THAN THE
 AJ0709'CENTERLINE OF THE SOUTHBOUND LANE OF 135 AND A CROSS ROAD, 46 FEET
 AJ0709'WEST, 130 FEET SOUTH, AND 2.0 FEET LOWER THAN CENTERLINE OF ROAD AND
 AJ0709'RR, 1.5 FEET EAST OF A WITNESS POST, A STD USC AND GS TABLET STAMPED S
 AJ0709'1079 1957 SET IN THE TOP OF A CONC. POST PROJECTING 0.6 FEET ABOVE
 AJ0709'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0618 ***********************************************************************
 AE0618  DESIGNATION -  S 1080
 AE0618  PID         -  AE0618
 AE0618  STATE/COUNTY-  TX/STARR
 AE0618  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0618
 AE0618                         *CURRENT SURVEY CONTROL
 AE0618  ___________________________________________________________________
 AE0618* NAD 83(1986)-  26 23 17.     (N)    098 49 50.     (W)     SCALED    
 AE0618* NAVD 88     -        66.857  (meters)     219.35   (feet)  ADJUSTED  
 AE0618  ___________________________________________________________________
 AE0618  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AE0618  DYNAMIC HT  -          66.747 (meters)     218.99  (feet)  COMP
 AE0618  MODELED GRAV-     979,000.0   (mgal)                       NAVD 88
 AE0618
 AE0618  VERT ORDER  -  FIRST     CLASS II
 AE0618
 AE0618.The horizontal coordinates were scaled from a topographic map and have
 AE0618.an estimated accuracy of +/- 6 seconds.
 AE0618
 AE0618.The orthometric height was determined by differential leveling
 AE0618.and adjusted by the National Geodetic Survey in June 1991..
 AE0618
 AE0618.The geoid height was determined by GEOID03.
 AE0618
 AE0618.The dynamic height is computed by dividing the NAVD 88
 AE0618.geopotential number by the normal gravity value computed on the
 AE0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0618.degrees latitude (g = 980.6199 gals.).
 AE0618
 AE0618.The modeled gravity was interpolated from observed gravity values.
 AE0618
 AE0618;                    North         East    Units  Estimated Accuracy
 AE0618;SPC TX S     - 5,079,970.      267,020.      MT  (+/- 180 meters Scaled)
 AE0618
 AE0618                          SUPERSEDED SURVEY CONTROL
 AE0618
 AE0618  NGVD 29 (??/??/92)   66.886  (m)          219.44   (f) ADJ UNCH    1 2
 AE0618
 AE0618.Superseded values are not recommended for survey control.
 AE0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0618.See file dsdata.txt to determine how the superseded data were derived.
 AE0618
 AE0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ169186(NAD 83)
 AE0618_MARKER: DB = BENCH MARK DISK
 AE0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0618_SP_SET: GATE POST
 AE0618_STAMPING: S 1080 1956
 AE0618_MARK LOGO: CGS   
 AE0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0618
 AE0618  HISTORY     - Date     Condition        Report By
 AE0618  HISTORY     - 1956     MONUMENTED       CGS
 AE0618  HISTORY     - 1981     GOOD             NGS
 AE0618
 AE0618                          STATION DESCRIPTION
 AE0618
 AE0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0618'1.5 MI NW FROM RIO GRANDE CITY.
 AE0618'0.9 MILE WEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0618'CITY, THENCE 0.6 MILE NORTH ALONG AN OILED ROAD, 75 FEET WEST OF THE
 AE0618'CENTER LINE OF AN OILED ROAD, 11 FEET SOUTH OF THE CENTER OF THE EAST
 AE0618'CAR ENTRANCE TO A CEMETERY, 2.0 FEET ABOVE THE GROUND, SET VERTICALLY
 AE0618'IN THE EAST SIDE OF THE SOUTH CONCRETE GATE POST.
 AE0618
 AE0618                          STATION RECOVERY (1981)
 AE0618
 AE0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0778 ***********************************************************************
 AJ0778  DESIGNATION -  S 1081
 AJ0778  PID         -  AJ0778
 AJ0778  STATE/COUNTY-  TX/WEBB
 AJ0778  USGS QUAD   -  LAREDO EAST (1980)
 AJ0778
 AJ0778                         *CURRENT SURVEY CONTROL
 AJ0778  ___________________________________________________________________
 AJ0778* NAD 83(1986)-  27 30 04.     (N)    099 29 11.     (W)     SCALED    
 AJ0778* NAVD 88     -       128.036  (meters)     420.06   (feet)  ADJUSTED  
 AJ0778  ___________________________________________________________________
 AJ0778  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ0778  DYNAMIC HT  -         127.834 (meters)     419.40  (feet)  COMP
 AJ0778  MODELED GRAV-     979,064.9   (mgal)                       NAVD 88
 AJ0778
 AJ0778  VERT ORDER  -  FIRST     CLASS II
 AJ0778
 AJ0778.The horizontal coordinates were scaled from a topographic map and have
 AJ0778.an estimated accuracy of +/- 6 seconds.
 AJ0778
 AJ0778.The orthometric height was determined by differential leveling
 AJ0778.and adjusted by the National Geodetic Survey in June 1991..
 AJ0778
 AJ0778.The geoid height was determined by GEOID03.
 AJ0778
 AJ0778.The dynamic height is computed by dividing the NAVD 88
 AJ0778.geopotential number by the normal gravity value computed on the
 AJ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0778.degrees latitude (g = 980.6199 gals.).
 AJ0778
 AJ0778.The modeled gravity was interpolated from observed gravity values.
 AJ0778
 AJ0778;                    North         East    Units  Estimated Accuracy
 AJ0778;SPC TX S     - 5,203,630.      202,540.      MT  (+/- 180 meters Scaled)
 AJ0778
 AJ0778                          SUPERSEDED SURVEY CONTROL
 AJ0778
 AJ0778  NGVD 29 (??/??/92)  128.060  (m)          420.14   (f) ADJ UNCH    1 2
 AJ0778
 AJ0778.Superseded values are not recommended for survey control.
 AJ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0778.See file dsdata.txt to determine how the superseded data were derived.
 AJ0778
 AJ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR519420(NAD 83)
 AJ0778_MARKER: DB = BENCH MARK DISK
 AJ0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0778_SP_SET: RETAINING WALL
 AJ0778_STAMPING: S 1081 1957
 AJ0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0778
 AJ0778  HISTORY     - Date     Condition        Report By
 AJ0778  HISTORY     - 1957     MONUMENTED       CGS
 AJ0778  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0778  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ0778
 AJ0778                          STATION DESCRIPTION
 AJ0778
 AJ0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0778'1.8 MI SE FROM LAREDO.
 AJ0778'1.8 MILES SOUTHEAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION
 AJ0778'AT LAREDO, AT THE CROSSING OF HENDRICKS AVENUE, 49.6 FEET WEST OF THE
 AJ0778'1ST POLE WEST OF MILEPOST 3, 17.2 FEET NORTH OF THE NORTH RAIL, 40
 AJ0778'FEET EAST OF THE CENTER LINE OF HENDRICKS AVENUE, 13.5 FEET SOUTHEAST
 AJ0778'OF A FENCE CORNER, 2 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP
 AJ0778'OF THE WEST END OF A CONCRETE RETAINING WALL.
 AJ0778
 AJ0778                          STATION RECOVERY (1981)
 AJ0778
 AJ0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0778'MARK NOT RECOVERED THIS DATE, NOTE, END OF RETAINING WALL APPEARS TO
 AJ0778'HAVE BEEN REMOVED.
 AJ0778
 AJ0778                          STATION RECOVERY (2002)
 AJ0778
 AJ0778'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0840 ***********************************************************************
 AJ0840  DESIGNATION -  S 1082
 AJ0840  PID         -  AJ0840
 AJ0840  STATE/COUNTY-  TX/WEBB
 AJ0840  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0840
 AJ0840                         *CURRENT SURVEY CONTROL
 AJ0840  ___________________________________________________________________
 AJ0840* NAD 83(1986)-  27 18 03.     (N)    099 25 51.     (W)     SCALED    
 AJ0840* NAVD 88     -       150.860  (meters)     494.95   (feet)  ADJUSTED  
 AJ0840  ___________________________________________________________________
 AJ0840  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AJ0840  DYNAMIC HT  -         150.620 (meters)     494.16  (feet)  COMP
 AJ0840  MODELED GRAV-     979,049.5   (mgal)                       NAVD 88
 AJ0840
 AJ0840  VERT ORDER  -  FIRST     CLASS II
 AJ0840
 AJ0840.The horizontal coordinates were scaled from a topographic map and have
 AJ0840.an estimated accuracy of +/- 6 seconds.
 AJ0840
 AJ0840.The orthometric height was determined by differential leveling
 AJ0840.and adjusted by the National Geodetic Survey in June 1991..
 AJ0840
 AJ0840.The geoid height was determined by GEOID03.
 AJ0840
 AJ0840.The dynamic height is computed by dividing the NAVD 88
 AJ0840.geopotential number by the normal gravity value computed on the
 AJ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0840.degrees latitude (g = 980.6199 gals.).
 AJ0840
 AJ0840.The modeled gravity was interpolated from observed gravity values.
 AJ0840
 AJ0840;                    North         East    Units  Estimated Accuracy
 AJ0840;SPC TX S     - 5,181,390.      207,870.      MT  (+/- 180 meters Scaled)
 AJ0840
 AJ0840                          SUPERSEDED SURVEY CONTROL
 AJ0840
 AJ0840  NGVD 29 (??/??/92)  150.906  (m)          495.10   (f) ADJ UNCH    1 2
 AJ0840
 AJ0840.Superseded values are not recommended for survey control.
 AJ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0840.See file dsdata.txt to determine how the superseded data were derived.
 AJ0840
 AJ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR573198(NAD 83)
 AJ0840_MARKER: DB = BENCH MARK DISK
 AJ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0840_STAMPING: S 1082 1957
 AJ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0840+STABILITY: SURFACE MOTION
 AJ0840
 AJ0840  HISTORY     - Date     Condition        Report By
 AJ0840  HISTORY     - 1957     MONUMENTED       CGS
 AJ0840  HISTORY     - 1975     GOOD             NGS
 AJ0840  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0840  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0840
 AJ0840                          STATION DESCRIPTION
 AJ0840
 AJ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0840'17.7 MI S FROM LAREDO.
 AJ0840'2.8 MILES SOUTHEAST ALONG THE TEXAS AND MEXICAN RAILROAD FROM THE
 AJ0840'STATION AT LAREDO, THENCE 14.9 MILES SOUTH ALONG U.S. HIGHWAY 83, 0.3
 AJ0840'MILE SOUTH OF AN INTERSECTION WITH AN EAST AND WEST PRIVATE ROAD, 50
 AJ0840'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 7.5 FEET NORTH OF A
 AJ0840'TELEPHONE POLE, 2 FEET WEST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS
 AJ0840'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AJ0840'THE GROUND.
 AJ0840
 AJ0840                          STATION RECOVERY (1975)
 AJ0840
 AJ0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AJ0840'RECOVERED IN GOOD CONDITION.
 AJ0840
 AJ0840                          STATION RECOVERY (1981)
 AJ0840
 AJ0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0840'MARK NOT RECOVERED THIS DATE, NOTE, S 1082 RESET 1975 FOUND DESTROYED
 AJ0840'THIS DATE.
 AJ0840
 AJ0840                          STATION RECOVERY (1988)
 AJ0840
 AJ0840'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1037 ***********************************************************************
 AJ1037  DESIGNATION -  S 1084
 AJ1037  PID         -  AJ1037
 AJ1037  STATE/COUNTY-  TX/WEBB
 AJ1037  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1037
 AJ1037                         *CURRENT SURVEY CONTROL
 AJ1037  ___________________________________________________________________
 AJ1037* NAD 83(1986)-  27 59 53.     (N)    099 31 53.     (W)     SCALED    
 AJ1037* NAVD 88     -       247.156  (meters)     810.88   (feet)  POSTED    
 AJ1037  ___________________________________________________________________
 AJ1037  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AJ1037  DYNAMIC HT  -         246.770 (meters)     809.61  (feet)  COMP
 AJ1037  MODELED GRAV-     979,090.4   (mgal)                       NAVD 88
 AJ1037
 AJ1037  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ1037
 AJ1037.The horizontal coordinates were scaled from a topographic map and have
 AJ1037.an estimated accuracy of +/- 6 seconds.
 AJ1037
 AJ1037.The orthometric height was determined by differential leveling
 AJ1037.and adjusted by the National Geodetic Survey in 1992..
 AJ1037.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ1037.rate of 1.1 thru 2.0 mm/km.
 AJ1037
 AJ1037.The geoid height was determined by GEOID03.
 AJ1037
 AJ1037.The dynamic height is computed by dividing the NAVD 88
 AJ1037.geopotential number by the normal gravity value computed on the
 AJ1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1037.degrees latitude (g = 980.6199 gals.).
 AJ1037
 AJ1037.The modeled gravity was interpolated from observed gravity values.
 AJ1037
 AJ1037;                    North         East    Units  Estimated Accuracy
 AJ1037;SPC TX S     - 5,258,730.      198,550.      MT  (+/- 180 meters Scaled)
 AJ1037
 AJ1037                          SUPERSEDED SURVEY CONTROL
 AJ1037
 AJ1037  NGVD 29 (??/??/92)  247.169  (m)          810.92   (f) ADJ UNCH    1 2
 AJ1037
 AJ1037.Superseded values are not recommended for survey control.
 AJ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1037.See file dsdata.txt to determine how the superseded data were derived.
 AJ1037
 AJ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR477971(NAD 83)
 AJ1037_MARKER: DB = BENCH MARK DISK
 AJ1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1037_STAMPING: S 1084 1957
 AJ1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1037+STABILITY: SURFACE MOTION
 AJ1037
 AJ1037  HISTORY     - Date     Condition        Report By
 AJ1037  HISTORY     - 1957     MONUMENTED       CGS
 AJ1037  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ1037  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ1037
 AJ1037                          STATION DESCRIPTION
 AJ1037
 AJ1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ1037'17.2 MI NW FROM WEBB.
 AJ1037'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1037'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ1037'GRADED DIRT ROAD, THENCE 14.2 MILES NORTHWEST ALONG U.S. HIGHWAY 83,
 AJ1037'0.25 MILE NORTHWEST OF A WINDMILL, 60 FEET NORTHEAST OF THE CENTER
 AJ1037'LINE OF THE HIGHWAY, 3 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF
 AJ1037'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AJ1037'FOOT ABOVE THE GROUND.
 AJ1037
 AJ1037                          STATION RECOVERY (1982)
 AJ1037
 AJ1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1037'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ1037
 AJ1037                          STATION RECOVERY (2002)
 AJ1037
 AJ1037'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0402 ***********************************************************************
 AO0402  DESIGNATION -  S 1085
 AO0402  PID         -  AO0402
 AO0402  STATE/COUNTY-  TX/DIMMIT
 AO0402  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0402
 AO0402                         *CURRENT SURVEY CONTROL
 AO0402  ___________________________________________________________________
 AO0402* NAD 83(1986)-  28 30 05.     (N)    099 49 56.     (W)     SCALED    
 AO0402* NAVD 88     -       192.579  (meters)     631.82   (feet)  ADJUSTED  
 AO0402  ___________________________________________________________________
 AO0402  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AO0402  DYNAMIC HT  -         192.290 (meters)     630.87  (feet)  COMP
 AO0402  MODELED GRAV-     979,138.0   (mgal)                       NAVD 88
 AO0402
 AO0402  VERT ORDER  -  FIRST     CLASS II
 AO0402
 AO0402.The horizontal coordinates were scaled from a topographic map and have
 AO0402.an estimated accuracy of +/- 6 seconds.
 AO0402
 AO0402.The orthometric height was determined by differential leveling
 AO0402.and adjusted by the National Geodetic Survey in June 1991..
 AO0402
 AO0402.The geoid height was determined by GEOID03.
 AO0402
 AO0402.The dynamic height is computed by dividing the NAVD 88
 AO0402.geopotential number by the normal gravity value computed on the
 AO0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0402.degrees latitude (g = 980.6199 gals.).
 AO0402
 AO0402.The modeled gravity was interpolated from observed gravity values.
 AO0402
 AO0402;                    North         East    Units  Estimated Accuracy
 AO0402;SPC TXSC     - 4,074,330.      518,530.      MT  (+/- 180 meters Scaled)
 AO0402
 AO0402                          SUPERSEDED SURVEY CONTROL
 AO0402
 AO0402  NGVD 29 (??/??/92)  192.508  (m)          631.59   (f) ADJ UNCH    1 2
 AO0402
 AO0402.Superseded values are not recommended for survey control.
 AO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0402.See file dsdata.txt to determine how the superseded data were derived.
 AO0402
 AO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS185530(NAD 83)
 AO0402_MARKER: DB = BENCH MARK DISK
 AO0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0402_STAMPING: S 1085 1957
 AO0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0402+STABILITY: SURFACE MOTION
 AO0402
 AO0402  HISTORY     - Date     Condition        Report By
 AO0402  HISTORY     - 1957     MONUMENTED       CGS
 AO0402  HISTORY     - 1975     MARK NOT FOUND   USGS
 AO0402  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0402  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 AO0402
 AO0402                          STATION DESCRIPTION
 AO0402
 AO0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0402'2.3 MI SE FROM CARRIZO SPRINGS.
 AO0402'2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE SAN ANTONIO, UVALDE
 AO0402'AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 64 FEET NORTHEAST OF THE
 AO0402'CENTER LINE OF THE HIGHWAY, 47 FEET SOUTH OF AN ORANGE TREE WHICH IS
 AO0402'AT THE SOUTH END OF A GROVE OF ORANGE TREES, 13 FEET NORTHWEST OF THE
 AO0402'CENTER LINE OF A PRIVATE DRIVEWAY, 1.7 FEET SOUTHEAST OF A WITNESS
 AO0402'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AO0402'THE GROUND.
 AO0402
 AO0402                          STATION RECOVERY (1975)
 AO0402
 AO0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AO0402'MARK NOT FOUND.
 AO0402
 AO0402                          STATION RECOVERY (1982)
 AO0402
 AO0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0402'MARK NOT RECOVERED, HIGH EARTH BANK IN AREA.
 AO0402
 AO0402                          STATION RECOVERY (1997)
 AO0402
 AO0402'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0003 ***********************************************************************
 AP0003  DESIGNATION -  S 1086
 AP0003  PID         -  AP0003
 AP0003  STATE/COUNTY-  TX/DIMMIT
 AP0003  USGS QUAD   -  COMETA (1974)
 AP0003
 AP0003                         *CURRENT SURVEY CONTROL
 AP0003  ___________________________________________________________________
 AP0003* NAD 83(1986)-  28 37 32.     (N)    100 02 23.     (W)     SCALED    
 AP0003* NAVD 88     -       193.388  (meters)     634.47   (feet)  ADJUSTED  
 AP0003  ___________________________________________________________________
 AP0003  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AP0003  DYNAMIC HT  -         193.101 (meters)     633.53  (feet)  COMP
 AP0003  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 AP0003
 AP0003  VERT ORDER  -  FIRST     CLASS II
 AP0003
 AP0003.The horizontal coordinates were scaled from a topographic map and have
 AP0003.an estimated accuracy of +/- 6 seconds.
 AP0003
 AP0003.The orthometric height was determined by differential leveling
 AP0003.and adjusted by the National Geodetic Survey in June 1991..
 AP0003.WARNING-Repeat measurements at this control monument indicate possible
 AP0003.vertical movement.
 AP0003
 AP0003.The geoid height was determined by GEOID03.
 AP0003
 AP0003.The dynamic height is computed by dividing the NAVD 88
 AP0003.geopotential number by the normal gravity value computed on the
 AP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0003.degrees latitude (g = 980.6199 gals.).
 AP0003
 AP0003.The modeled gravity was interpolated from observed gravity values.
 AP0003
 AP0003;                    North         East    Units  Estimated Accuracy
 AP0003;SPC TXSC     - 4,088,250.      498,340.      MT  (+/- 180 meters Scaled)
 AP0003
 AP0003                          SUPERSEDED SURVEY CONTROL
 AP0003
 AP0003  NGVD 29 (??/??/92)  193.281  (m)          634.12   (f) ADJ UNCH    1 2
 AP0003
 AP0003.Superseded values are not recommended for survey control.
 AP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0003.See file dsdata.txt to determine how the superseded data were derived.
 AP0003
 AP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS983669(NAD 83)
 AP0003_MARKER: DB = BENCH MARK DISK
 AP0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AP0003_SP_SET: BRIDGE WALL
 AP0003_STAMPING: S 1086 1957
 AP0003_MARK LOGO: CGS   
 AP0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0003
 AP0003  HISTORY     - Date     Condition        Report By
 AP0003  HISTORY     - 1957     MONUMENTED       CGS
 AP0003  HISTORY     - 1964     GOOD             NGS
 AP0003  HISTORY     - 1982     GOOD             NGS
 AP0003
 AP0003                          STATION DESCRIPTION
 AP0003
 AP0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AP0003'14.85 MI NW FROM CARRIZO SPRINGS.
 AP0003'14.85 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AP0003'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 21 FEET SOUTH OF
 AP0003'THE CENTER LINE OF THE HIGHWAY, AT THE SOUTHEAST CORNER OF A CONCRETE
 AP0003'BRIDGE OVER PENDENCIA CREEK, SET IN THE TOP OF THE EAST END OF A
 AP0003'CONCRETE RETAINING WALL.
 AP0003
 AP0003                          STATION RECOVERY (1982)
 AP0003
 AP0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0003'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0003'SPRINGS, THENCE 23.6 KM (14.7 MI) NORTHWEST ALONG U.S. HIGHWAY 277 AT
 AP0003'THE SOUTHEAST CORNER OF A CONCRETE BRIDGE OVER PENDENCIA CREEK, SET IN
 AP0003'TOP OF EAST END OF A CONCRETE RETAINING WALL, 6.4 METERS (21.0 FT)
 AP0003'SOUTH OF CENTERLINE OF THE HIGHWAY.
 AP0003'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0043 ***********************************************************************
 AP0043  DESIGNATION -  S 1087 RESET 1961
 AP0043  PID         -  AP0043
 AP0043  STATE/COUNTY-  TX/MAVERICK
 AP0043  USGS QUAD   -  SACATOSA TANK (1974)
 AP0043
 AP0043                         *CURRENT SURVEY CONTROL
 AP0043  ___________________________________________________________________
 AP0043* NAD 83(1986)-  28 39 26.     (N)    100 14 48.     (W)     SCALED    
 AP0043* NAVD 88     -       251.262  (meters)     824.35   (feet)  ADJUSTED  
 AP0043  ___________________________________________________________________
 AP0043  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AP0043  DYNAMIC HT  -         250.887 (meters)     823.12  (feet)  COMP
 AP0043  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 AP0043
 AP0043  VERT ORDER  -  FIRST     CLASS II
 AP0043
 AP0043.The horizontal coordinates were scaled from a topographic map and have
 AP0043.an estimated accuracy of +/- 6 seconds.
 AP0043
 AP0043.The orthometric height was determined by differential leveling
 AP0043.and adjusted by the National Geodetic Survey in June 1991..
 AP0043
 AP0043.The geoid height was determined by GEOID03.
 AP0043
 AP0043.The dynamic height is computed by dividing the NAVD 88
 AP0043.geopotential number by the normal gravity value computed on the
 AP0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0043.degrees latitude (g = 980.6199 gals.).
 AP0043
 AP0043.The modeled gravity was interpolated from observed gravity values.
 AP0043
 AP0043;                    North         East    Units  Estimated Accuracy
 AP0043;SPC TXSC     - 4,091,960.      478,140.      MT  (+/- 180 meters Scaled)
 AP0043
 AP0043                          SUPERSEDED SURVEY CONTROL
 AP0043
 AP0043  NGVD 29 (??/??/??)  251.09   (m)          823.8    (f) RESET       3  
 AP0043
 AP0043.Superseded values are not recommended for survey control.
 AP0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0043.See file dsdata.txt to determine how the superseded data were derived.
 AP0043
 AP0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS781706(NAD 83)
 AP0043_MARKER: DB = BENCH MARK DISK
 AP0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0043_STAMPING: S 1087 RESET 1961
 AP0043_MARK LOGO: CGS   
 AP0043_PROJECTION: FLUSH
 AP0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0043+STABILITY: SURFACE MOTION
 AP0043
 AP0043  HISTORY     - Date     Condition        Report By
 AP0043  HISTORY     - 1961     MONUMENTED       CGS
 AP0043  HISTORY     - 1982     GOOD             NGS
 AP0043
 AP0043                          STATION DESCRIPTION
 AP0043
 AP0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0043'15.9 MI E FROM EAGLE PASS.
 AP0043'ABOUT 15.9 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE RAILROAD
 AP0043'CROSSING IN EAGLE PASS, UNDER THE SOUTH RIGHT-OF-WAY FENCE LINE AND 2
 AP0043'FEET WEST OF A 4 X 4 WITNESS POST.  IT IS 55 FEET EAST OF A BRACED
 AP0043'FENCE POST.  A STANDARD DISK STAMPED S 1087 RESET 1961 IN A CONCRETE
 AP0043'POST WHICH PROJECTS ABOUT 6 INCHES.
 AP0043
 AP0043                          STATION RECOVERY (1982)
 AP0043
 AP0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0043'26.15 KM (16.25 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM
 AP0043'THE OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF
 AP0043'MAIN STREET AND MADISON STREET, 22.8 METERS (75.5 FT) SOUTH OF
 AP0043'CENTERLINE OF HIGHWAY, 16.7 METERS (55.0 FT) EAST OF A BRACED FENCE
 AP0043'POST, AND 0.2 METER (0.6 FT) NORTH OF A RIGHT OF WAY FENCE.
 AP0043'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 AP0043'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0367 ***********************************************************************
 AO0367  DESIGNATION -  S 1088
 AO0367  PID         -  AO0367
 AO0367  STATE/COUNTY-  TX/DIMMIT
 AO0367  USGS QUAD   -  CATARINA (1982)
 AO0367
 AO0367                         *CURRENT SURVEY CONTROL
 AO0367  ___________________________________________________________________
 AO0367* NAD 83(1986)-  28 17 27.     (N)    099 36 49.     (W)     SCALED    
 AO0367* NAVD 88     -       150.651  (meters)     494.26   (feet)  ADJUSTED  
 AO0367  ___________________________________________________________________
 AO0367  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0367  DYNAMIC HT  -         150.421 (meters)     493.51  (feet)  COMP
 AO0367  MODELED GRAV-     979,119.5   (mgal)                       NAVD 88
 AO0367
 AO0367  VERT ORDER  -  FIRST     CLASS II
 AO0367
 AO0367.The horizontal coordinates were scaled from a topographic map and have
 AO0367.an estimated accuracy of +/- 6 seconds.
 AO0367
 AO0367.The orthometric height was determined by differential leveling
 AO0367.and adjusted by the National Geodetic Survey in June 1991..
 AO0367.WARNING-Repeat measurements at this control monument indicate possible
 AO0367.vertical movement.
 AO0367
 AO0367.The geoid height was determined by GEOID03.
 AO0367
 AO0367.The dynamic height is computed by dividing the NAVD 88
 AO0367.geopotential number by the normal gravity value computed on the
 AO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0367.degrees latitude (g = 980.6199 gals.).
 AO0367
 AO0367.The modeled gravity was interpolated from observed gravity values.
 AO0367
 AO0367;                    North         East    Units  Estimated Accuracy
 AO0367;SPC TXSC     - 4,050,860.      539,810.      MT  (+/- 180 meters Scaled)
 AO0367
 AO0367                          SUPERSEDED SURVEY CONTROL
 AO0367
 AO0367  NGVD 29 (??/??/92)  150.598  (m)          494.09   (f) ADJ UNCH    1 2
 AO0367
 AO0367.Superseded values are not recommended for survey control.
 AO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0367.See file dsdata.txt to determine how the superseded data were derived.
 AO0367
 AO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS398295(NAD 83)
 AO0367_MARKER: DB = BENCH MARK DISK
 AO0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0367_STAMPING: S 1088 1957
 AO0367_MARK LOGO: CGS   
 AO0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0367+STABILITY: SURFACE MOTION
 AO0367
 AO0367  HISTORY     - Date     Condition        Report By
 AO0367  HISTORY     - 1957     MONUMENTED       CGS
 AO0367  HISTORY     - 1982     GOOD             NGS
 AO0367  HISTORY     - 19970802 GOOD             USPSQD
 AO0367
 AO0367                          STATION DESCRIPTION
 AO0367
 AO0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0367'4.3 MI SE FROM CATARINA.
 AO0367'4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0367'CATARINA, 52 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH
 AO0367'A FENCE LEADING EAST, 2.4 FEET WEST OF THE WEST END OF A STEEL GATE,
 AO0367'2.2 FEET EAST OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE
 AO0367'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0367
 AO0367                          STATION RECOVERY (1982)
 AO0367
 AO0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0367'RECOVERED THIS DATE, NOTE, 3.0 FT (1.0 METERS) EAST OF METAL
 AO0367'WITNESS POST.
 AO0367'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 AO0367
 AO0367                          STATION RECOVERY (1997)
 AO0367
 AO0367'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0027 ***********************************************************************
 AP0027  DESIGNATION -  S 1089
 AP0027  PID         -  AP0027
 AP0027  STATE/COUNTY-  TX/ZAVALA
 AP0027  USGS QUAD   -  COMETA (1974)
 AP0027
 AP0027                         *CURRENT SURVEY CONTROL
 AP0027  ___________________________________________________________________
 AP0027* NAD 83(1986)-  28 40 29.     (N)    100 05 51.     (W)     SCALED    
 AP0027* NAVD 88     -       198.351  (meters)     650.76   (feet)  ADJUSTED  
 AP0027  ___________________________________________________________________
 AP0027  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AP0027  DYNAMIC HT  -         198.057 (meters)     649.79  (feet)  COMP
 AP0027  MODELED GRAV-     979,160.5   (mgal)                       NAVD 88
 AP0027
 AP0027  VERT ORDER  -  FIRST     CLASS II
 AP0027
 AP0027.The horizontal coordinates were scaled from a topographic map and have
 AP0027.an estimated accuracy of +/- 6 seconds.
 AP0027
 AP0027.The orthometric height was determined by differential leveling
 AP0027.and adjusted by the National Geodetic Survey in June 1991..
 AP0027
 AP0027.The geoid height was determined by GEOID03.
 AP0027
 AP0027.The dynamic height is computed by dividing the NAVD 88
 AP0027.geopotential number by the normal gravity value computed on the
 AP0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0027.degrees latitude (g = 980.6199 gals.).
 AP0027
 AP0027.The modeled gravity was interpolated from observed gravity values.
 AP0027
 AP0027;                    North         East    Units  Estimated Accuracy
 AP0027;SPC TXSC     - 4,093,750.      492,740.      MT  (+/- 180 meters Scaled)
 AP0027
 AP0027                          SUPERSEDED SURVEY CONTROL
 AP0027
 AP0027  NGVD 29 (??/??/92)  198.253  (m)          650.44   (f) ADJ UNCH    1 2
 AP0027
 AP0027.Superseded values are not recommended for survey control.
 AP0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0027.See file dsdata.txt to determine how the superseded data were derived.
 AP0027
 AP0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS927724(NAD 83)
 AP0027_MARKER: DB = BENCH MARK DISK
 AP0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0027_STAMPING: S 1089 1957
 AP0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0027+STABILITY: SURFACE MOTION
 AP0027
 AP0027  HISTORY     - Date     Condition        Report By
 AP0027  HISTORY     - 1957     MONUMENTED       CGS
 AP0027
 AP0027                          STATION DESCRIPTION
 AP0027
 AP0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0027'26.4 MI E FROM EAGLE PASS.
 AP0027'21.1 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0027'RAILROAD STATION AT EAGLE PASS TO THE ENTRANCE TO THE FARIAS RANCH,
 AP0027'THENCE 1.55 MILES NORTHEAST ALONG A WINDING TRACK ROAD, THENCE 0.4
 AP0027'MILE EAST ALONG A TRACK ROAD, THENCE 0.45 MILE NORTH ALONG A TRACK
 AP0027'ROAD, THENCE 2.9 MILES NORTHEAST ALONG AN OLD ABANDONED ROAD WHICH
 AP0027'LEADS TO CARRIZO SPRINGS, 0.6 MILE NORTHEAST OF A STOCK POND, 20 FEET
 AP0027'NORTHWEST OF THE CENTER LINE OF THE ABANDONED ROAD, 2.4 FEET SOUTHEAST
 AP0027'OF A FENCE, 2.1 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AP0027'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0108 ***********************************************************************
 CB0108  DESIGNATION -  S 109 RESET 1937
 CB0108  PID         -  CB0108
 CB0108  STATE/COUNTY-  TX/TOM GREEN
 CB0108  USGS QUAD   -  VANCOURT (1984)
 CB0108
 CB0108                         *CURRENT SURVEY CONTROL
 CB0108  ___________________________________________________________________
 CB0108* NAD 83(1986)-  31 21 10.     (N)    100 11 53.     (W)     SCALED    
 CB0108* NAVD 88     -       572.82   (meters)    1879.3    (feet)  RESET     
 CB0108  ___________________________________________________________________
 CB0108  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0108
 CB0108  VERT ORDER  -  THIRD
 CB0108
 CB0108.The horizontal coordinates were scaled from a topographic map and have
 CB0108.an estimated accuracy of +/- 6 seconds.
 CB0108
 CB0108.The orthometric height was computed from unverified reset data.
 CB0108
 CB0108.The geoid height was determined by GEOID03.
 CB0108
 CB0108;                    North         East    Units  Estimated Accuracy
 CB0108;SPC TX C     - 3,186,920.      712,870.      MT  (+/- 180 meters Scaled)
 CB0108
 CB0108                          SUPERSEDED SURVEY CONTROL
 CB0108
 CB0108.No superseded survey control is available for this station.
 CB0108
 CB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV860693(NAD 83)
 CB0108_MARKER: DB = BENCH MARK DISK
 CB0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0108_STAMPING: S 109 RESET 1937
 CB0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0108+STABILITY: SURFACE MOTION
 CB0108
 CB0108  HISTORY     - Date     Condition        Report By
 CB0108  HISTORY     - 1937     MONUMENTED       TXHD
 CB0108  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0108
 CB0108                          STATION DESCRIPTION
 CB0108
 CB0108'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0108'7.0 MI SE FROM WALL.
 CB0108'7.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM WALL, TOM GREEN
 CB0108'COUNTY, 1.4 MILES WEST OF VAN COURT, ABOUT 1000 FEET WEST OF A
 CB0108'CULVERT, AND 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 CB0108'STANDARD DISK, STAMPED S 109 RESET 1937 AND SET IN THE TOP OF A
 CB0108'CONCRETE POST.
 CB0108
 CB0108                          STATION RECOVERY (1981)
 CB0108
 CB0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0088 ***********************************************************************
 AZ0088  DESIGNATION -  S 1090
 AZ0088  PID         -  AZ0088
 AZ0088  STATE/COUNTY-  TX/UVALDE
 AZ0088  USGS QUAD   -  CLINE (1974)
 AZ0088
 AZ0088                         *CURRENT SURVEY CONTROL
 AZ0088  ___________________________________________________________________
 AZ0088* NAD 83(1986)-  29 14 35.     (N)    100 05 00.     (W)     SCALED    
 AZ0088* NAVD 88     -       303.681  (meters)     996.33   (feet)  ADJUSTED  
 AZ0088  ___________________________________________________________________
 AZ0088  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0088  DYNAMIC HT  -         303.238 (meters)     994.87  (feet)  COMP
 AZ0088  MODELED GRAV-     979,176.6   (mgal)                       NAVD 88
 AZ0088
 AZ0088  VERT ORDER  -  FIRST     CLASS II
 AZ0088
 AZ0088.The horizontal coordinates were scaled from a topographic map and have
 AZ0088.an estimated accuracy of +/- 6 seconds.
 AZ0088
 AZ0088.The orthometric height was determined by differential leveling
 AZ0088.and adjusted by the National Geodetic Survey in June 1991..
 AZ0088
 AZ0088.The geoid height was determined by GEOID03.
 AZ0088
 AZ0088.The dynamic height is computed by dividing the NAVD 88
 AZ0088.geopotential number by the normal gravity value computed on the
 AZ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0088.degrees latitude (g = 980.6199 gals.).
 AZ0088
 AZ0088.The modeled gravity was interpolated from observed gravity values.
 AZ0088
 AZ0088;                    North         East    Units  Estimated Accuracy
 AZ0088;SPC TXSC     - 4,156,720.      494,710.      MT  (+/- 180 meters Scaled)
 AZ0088
 AZ0088                          SUPERSEDED SURVEY CONTROL
 AZ0088
 AZ0088  NGVD 29 (??/??/92)  303.599  (m)          996.06   (f) ADJ UNCH    1 2
 AZ0088
 AZ0088.Superseded values are not recommended for survey control.
 AZ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0088.See file dsdata.txt to determine how the superseded data were derived.
 AZ0088
 AZ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT947354(NAD 83)
 AZ0088_MARKER: DB = BENCH MARK DISK
 AZ0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0088_SP_SET: FOUNDATION
 AZ0088_STAMPING: S 1090 1957
 AZ0088_MARK LOGO: CGS   
 AZ0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0088
 AZ0088  HISTORY     - Date     Condition        Report By
 AZ0088  HISTORY     - 1957     MONUMENTED       CGS
 AZ0088  HISTORY     - 1982     GOOD             NGS
 AZ0088  HISTORY     - 1988     GOOD             USPSQD
 AZ0088
 AZ0088                          STATION DESCRIPTION
 AZ0088
 AZ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0088'IN CLINE.
 AZ0088'AT CLINE, ALONG THE TEXAS AND NEW ORLEANS RAILROAD, 94.5 FEET EAST OF
 AZ0088'THE TEXAS AND NEW ORLEANS RAILROAD STATION, 110 FEET SOUTH-SOUTHEAST
 AZ0088'OF THE NEAR RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE EAST SIDE OF
 AZ0088'THE CONCRETE FOUNDATION OF A WATER TANK.
 AZ0088
 AZ0088                          STATION RECOVERY (1982)
 AZ0088
 AZ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0088'MARK RECOVERED THIS DATE, BASE OF WATER TANK WAS FOUND TO BE CRACKED
 AZ0088'THIS DATE, RAILROAD STATION AT CLINE HAS BEEN REMOVED.  30.5 KM
 AZ0088'(18.9 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD SERVICE
 AZ0088'ROAD FROM THE RAILROAD STATION AT UVALDE.
 AZ0088
 AZ0088                          STATION RECOVERY (1988)
 AZ0088
 AZ0088'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AZ0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1327 ***********************************************************************
 AY1327  DESIGNATION -  S 1091
 AY1327  PID         -  AY1327
 AY1327  STATE/COUNTY-  TX/UVALDE
 AY1327  USGS QUAD   -  KNIPPA (1971)
 AY1327
 AY1327                         *CURRENT SURVEY CONTROL
 AY1327  ___________________________________________________________________
 AY1327* NAD 83(1986)-  29 17 42.     (N)    099 38 06.     (W)     SCALED    
 AY1327* NAVD 88     -       299.283  (meters)     981.90   (feet)  ADJUSTED  
 AY1327  ___________________________________________________________________
 AY1327  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AY1327  DYNAMIC HT  -         298.848 (meters)     980.47  (feet)  COMP
 AY1327  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1327
 AY1327  VERT ORDER  -  FIRST     CLASS II
 AY1327
 AY1327.The horizontal coordinates were scaled from a topographic map and have
 AY1327.an estimated accuracy of +/- 6 seconds.
 AY1327
 AY1327.The orthometric height was determined by differential leveling
 AY1327.and adjusted by the National Geodetic Survey in June 1991..
 AY1327
 AY1327.The geoid height was determined by GEOID03.
 AY1327
 AY1327.The dynamic height is computed by dividing the NAVD 88
 AY1327.geopotential number by the normal gravity value computed on the
 AY1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1327.degrees latitude (g = 980.6199 gals.).
 AY1327
 AY1327.The modeled gravity was interpolated from observed gravity values.
 AY1327
 AY1327;                    North         East    Units  Estimated Accuracy
 AY1327;SPC TXSC     - 4,162,160.      538,310.      MT  (+/- 180 meters Scaled)
 AY1327
 AY1327                          SUPERSEDED SURVEY CONTROL
 AY1327
 AY1327  NGVD 29 (??/??/92)  299.154  (m)          981.47   (f) ADJ UNCH    1 2
 AY1327
 AY1327.Superseded values are not recommended for survey control.
 AY1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1327.See file dsdata.txt to determine how the superseded data were derived.
 AY1327
 AY1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT383408(NAD 83)
 AY1327_MARKER: DB = BENCH MARK DISK
 AY1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1327_STAMPING: S 1091 1957
 AY1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1327+STABILITY: SURFACE MOTION
 AY1327
 AY1327  HISTORY     - Date     Condition        Report By
 AY1327  HISTORY     - 1957     MONUMENTED       CGS
 AY1327  HISTORY     - 1970     MARK NOT FOUND   USGS
 AY1327  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1327  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1327
 AY1327                          STATION DESCRIPTION
 AY1327
 AY1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1327'IN KNIPPA.
 AY1327'AT KNIPPA, 246 FEET EAST OF THE NORTHEAST CORNER OF THE TEXAS AND NEW
 AY1327'ORLEANS RAILROAD STATION, 64 FEET NORTH OF THE CENTER LINE OF U.S.
 AY1327'HIGHWAY 90, 72 FEET WEST OF THE CENTER LINE OF A ROAD, 81 FEET
 AY1327'SOUTHWEST OF THE CENTER OF A RAILROAD CROSSING, 33.8 FEET SOUTH OF THE
 AY1327'SOUTH RAIL OF THE MAIN TRACK, 12 FEET SOUTHEAST OF A TELEPHONE POLE,
 AY1327'11.7 FEET NORTHWEST OF A TELEPHONE POLE, 1.8 FEET NORTH OF A WITNESS
 AY1327'POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 AY1327'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1327
 AY1327                          STATION RECOVERY (1970)
 AY1327
 AY1327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AY1327'MARK NOT FOUND.
 AY1327
 AY1327                          STATION RECOVERY (1982)
 AY1327
 AY1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1327'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AY1327
 AY1327                          STATION RECOVERY (1988)
 AY1327
 AY1327'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0053 ***********************************************************************
 AZ0053  DESIGNATION -  S 1092
 AZ0053  PID         -  AZ0053
 AZ0053  STATE/COUNTY-  TX/KINNEY
 AZ0053  USGS QUAD   -  SPOFFORD (1974)
 AZ0053
 AZ0053                         *CURRENT SURVEY CONTROL
 AZ0053  ___________________________________________________________________
 AZ0053* NAD 83(1986)-  29 12 05.     (N)    100 27 25.     (W)     SCALED    
 AZ0053* NAVD 88     -       314.299  (meters)    1031.16   (feet)  ADJUSTED  
 AZ0053  ___________________________________________________________________
 AZ0053  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0053  DYNAMIC HT  -         313.839 (meters)    1029.65  (feet)  COMP
 AZ0053  MODELED GRAV-     979,173.0   (mgal)                       NAVD 88
 AZ0053
 AZ0053  VERT ORDER  -  FIRST     CLASS II
 AZ0053
 AZ0053.The horizontal coordinates were scaled from a topographic map and have
 AZ0053.an estimated accuracy of +/- 6 seconds.
 AZ0053
 AZ0053.The orthometric height was determined by differential leveling
 AZ0053.and adjusted by the National Geodetic Survey in June 1991..
 AZ0053
 AZ0053.The geoid height was determined by GEOID03.
 AZ0053
 AZ0053.The dynamic height is computed by dividing the NAVD 88
 AZ0053.geopotential number by the normal gravity value computed on the
 AZ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0053.degrees latitude (g = 980.6199 gals.).
 AZ0053
 AZ0053.The modeled gravity was interpolated from observed gravity values.
 AZ0053
 AZ0053;                    North         East    Units  Estimated Accuracy
 AZ0053;SPC TXSC     - 4,152,500.      458,340.      MT  (+/- 180 meters Scaled)
 AZ0053
 AZ0053                          SUPERSEDED SURVEY CONTROL
 AZ0053
 AZ0053  NGVD 29 (??/??/92)  314.220  (m)         1030.90   (f) ADJ UNCH    1 2
 AZ0053
 AZ0053.Superseded values are not recommended for survey control.
 AZ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0053.See file dsdata.txt to determine how the superseded data were derived.
 AZ0053
 AZ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT583311(NAD 83)
 AZ0053_MARKER: DB = BENCH MARK DISK
 AZ0053_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0053_SP_SET: OUTCROP
 AZ0053_STAMPING: S 1092 1957
 AZ0053_MARK LOGO: CGS   
 AZ0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0053+STABILITY: POSITION/ELEVATION WELL
 AZ0053
 AZ0053  HISTORY     - Date     Condition        Report By
 AZ0053  HISTORY     - 1957     MONUMENTED       CGS
 AZ0053  HISTORY     - 1982     GOOD             NGS
 AZ0053  HISTORY     - 19960109 GOOD             USPSQD
 AZ0053
 AZ0053                          STATION DESCRIPTION
 AZ0053
 AZ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0053'3.3 MI NW FROM SPOFFORD.
 AZ0053'ABOUT 3.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0053'FROM THE STATION AT SPOFFORD, 44 FEET EAST OF MILE POST 345, 22 FEET
 AZ0053'SOUTHWEST OF THE SOUTHWEST RAIL, 47 FEET NORTHEAST OF THE CENTER LINE
 AZ0053'OF A DIRT ROAD, 11.4 FEET NORTHEAST OF THE WHITE WOODEN WITNESS POST,
 AZ0053'ABOUT 3 FEET BELOW THE TOP OF THE RAIL AND IN THE TOP OF A FLAT ROCK
 AZ0053'OUTCROP THAT IS ABOUT FLUSH WITH THE GROUND.
 AZ0053
 AZ0053                          STATION RECOVERY (1982)
 AZ0053
 AZ0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0053'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0053'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 5.4 KM (3.4 MI) NORTHWEST
 AZ0053'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0053'RAILROAD TRACKS AT RAILROAD MILEPOST NUMBER 345 AND IS SET IN TOP OF A
 AZ0053'FLAT AREA OF BEDROCK, 14.3 METERS (47.0 FT) NORTHEAST OF THE CENTER OF
 AZ0053'THE GRAVELED ROAD, 6.7 METERS (22.0 FT) SOUTHWEST OF THE SOUTHWEST
 AZ0053'RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 13.5 METERS (44.5) EAST OF
 AZ0053'RAILROAD MILEPOST 345.
 AZ0053'THE MARK IS 5.4 METERS  NNW FROM A WITNESS POST.
 AZ0053'THE MARK IS 0.9 M BELOW TOP OF RAIL.
 AZ0053
 AZ0053                          STATION RECOVERY (1996)
 AZ0053
 AZ0053'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0098 ***********************************************************************
 AZ0098  DESIGNATION -  S 1093
 AZ0098  PID         -  AZ0098
 AZ0098  STATE/COUNTY-  TX/MAVERICK
 AZ0098  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0098
 AZ0098                         *CURRENT SURVEY CONTROL
 AZ0098  ___________________________________________________________________
 AZ0098* NAD 83(1986)-  29 02 12.     (N)    100 23 58.     (W)     SCALED    
 AZ0098* NAVD 88     -       282.076  (meters)     925.44   (feet)  ADJUSTED  
 AZ0098  ___________________________________________________________________
 AZ0098  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0098  DYNAMIC HT  -         281.663 (meters)     924.09  (feet)  COMP
 AZ0098  MODELED GRAV-     979,170.9   (mgal)                       NAVD 88
 AZ0098
 AZ0098  VERT ORDER  -  FIRST     CLASS II
 AZ0098
 AZ0098.The horizontal coordinates were scaled from a topographic map and have
 AZ0098.an estimated accuracy of +/- 6 seconds.
 AZ0098
 AZ0098.The orthometric height was determined by differential leveling
 AZ0098.and adjusted by the National Geodetic Survey in June 1991..
 AZ0098
 AZ0098.The geoid height was determined by GEOID03.
 AZ0098
 AZ0098.The dynamic height is computed by dividing the NAVD 88
 AZ0098.geopotential number by the normal gravity value computed on the
 AZ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0098.degrees latitude (g = 980.6199 gals.).
 AZ0098
 AZ0098.The modeled gravity was interpolated from observed gravity values.
 AZ0098
 AZ0098;                    North         East    Units  Estimated Accuracy
 AZ0098;SPC TXSC     - 4,134,180.      463,710.      MT  (+/- 180 meters Scaled)
 AZ0098
 AZ0098                          SUPERSEDED SURVEY CONTROL
 AZ0098
 AZ0098  NGVD 29 (??/??/92)  281.922  (m)          924.94   (f) ADJ UNCH    1 2
 AZ0098
 AZ0098.Superseded values are not recommended for survey control.
 AZ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0098.See file dsdata.txt to determine how the superseded data were derived.
 AZ0098
 AZ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT637128(NAD 83)
 AZ0098_MARKER: DB = BENCH MARK DISK
 AZ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0098_STAMPING: S 1093 1957
 AZ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0098+STABILITY: SURFACE MOTION
 AZ0098
 AZ0098  HISTORY     - Date     Condition        Report By
 AZ0098  HISTORY     - 1957     MONUMENTED       CGS
 AZ0098
 AZ0098                          STATION DESCRIPTION
 AZ0098
 AZ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0098'9.7 MI S FROM SPOFFORD.
 AZ0098'9.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0098'STATION AT SPOFFORD, 83 FEET NORTHEAST OF MILEPOST 9, 50 FEET
 AZ0098'NORTHWEST OF A TELEPHONE POLE, 43 FEET EAST OF THE EAST RAIL, 4 FEET
 AZ0098'WEST OF A FENCE, 1.9 FEET EAST OF A WITNESS POST, 3 FEET BELOW THE TOP
 AZ0098'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AZ0098'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0885 ***********************************************************************
 AY0885  DESIGNATION -  S 1094
 AY0885  PID         -  AY0885
 AY0885  STATE/COUNTY-  TX/MEDINA
 AY0885  USGS QUAD   -  LA COSTE (1982)
 AY0885
 AY0885                         *CURRENT SURVEY CONTROL
 AY0885  ___________________________________________________________________
 AY0885* NAD 83(1986)-  29 20 58.     (N)    098 50 42.     (W)     SCALED    
 AY0885* NAVD 88     -       232.587  (meters)     763.08   (feet)  ADJUSTED  
 AY0885  ___________________________________________________________________
 AY0885  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AY0885  DYNAMIC HT  -         232.250 (meters)     761.97  (feet)  COMP
 AY0885  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 AY0885
 AY0885  VERT ORDER  -  FIRST     CLASS II
 AY0885
 AY0885.The horizontal coordinates were scaled from a topographic map and have
 AY0885.an estimated accuracy of +/- 6 seconds.
 AY0885
 AY0885.The orthometric height was determined by differential leveling
 AY0885.and adjusted by the National Geodetic Survey in June 1991..
 AY0885
 AY0885.The geoid height was determined by GEOID03.
 AY0885
 AY0885.The dynamic height is computed by dividing the NAVD 88
 AY0885.geopotential number by the normal gravity value computed on the
 AY0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0885.degrees latitude (g = 980.6199 gals.).
 AY0885
 AY0885.The modeled gravity was interpolated from observed gravity values.
 AY0885
 AY0885;                    North         East    Units  Estimated Accuracy
 AY0885;SPC TXSC     - 4,168,040.      615,050.      MT  (+/- 180 meters Scaled)
 AY0885
 AY0885                          SUPERSEDED SURVEY CONTROL
 AY0885
 AY0885  NGVD 29 (??/??/92)  232.452  (m)          762.64   (f) ADJ UNCH    1 2
 AY0885
 AY0885.Superseded values are not recommended for survey control.
 AY0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0885.See file dsdata.txt to determine how the superseded data were derived.
 AY0885
 AY0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT150467(NAD 83)
 AY0885_MARKER: DB = BENCH MARK DISK
 AY0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0885_STAMPING: S 1094 1957
 AY0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0885+STABILITY: SURFACE MOTION
 AY0885
 AY0885  HISTORY     - Date     Condition        Report By
 AY0885  HISTORY     - 1957     MONUMENTED       CGS
 AY0885  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY0885  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0885
 AY0885                          STATION DESCRIPTION
 AY0885
 AY0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0885'4.0 MI NW FROM LACOSTE.
 AY0885'4.0 MILES NORTHWEST ALONG FARM ROAD 471 FROM THE TEXAS AND NEW ORLEANS
 AY0885'RAILROAD STATION AT LACOSTE, 155 FEET NORTHEAST OF THE NORTHEAST
 AY0885'CORNER OF A SMALL RED HOUSE, 38 FEET NORTHEAST OF THE CENTER LINE OF
 AY0885'THE FARM ROAD, 110 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD
 AY0885'LEADING NORTH TO A FARMHOUSE, 7 FEET SOUTHEAST OF A TELEPHONE POLE,
 AY0885'1.7 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET
 AY0885'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AY0885'GROUND.
 AY0885
 AY0885                          STATION RECOVERY (1997)
 AY0885
 AY0885'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0885'MARK NOT FOUND.
 AY0885
 AY0885                          STATION RECOVERY (2002)
 AY0885
 AY0885'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0032 ***********************************************************************
 BB0032  DESIGNATION -  S 1095
 BB0032  PID         -  BB0032
 BB0032  STATE/COUNTY-  TX/PRESIDIO
 BB0032  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0032
 BB0032                         *CURRENT SURVEY CONTROL
 BB0032  ___________________________________________________________________
 BB0032* NAD 83(1993)-  29 31 59.38797(N)    104 21 22.04089(W)     ADJUSTED  
 BB0032* NAVD 88     -       779.309  (meters)    2556.78   (feet)  ADJUSTED  
 BB0032  ___________________________________________________________________
 BB0032  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 BB0032  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 BB0032  DYNAMIC HT  -         778.047 (meters)    2552.64  (feet)  COMP
 BB0032  MODELED GRAV-     978,999.1   (mgal)                       NAVD 88
 BB0032
 BB0032  HORZ ORDER  -  SECOND
 BB0032  VERT ORDER  -  SECOND    CLASS 0
 BB0032
 BB0032.The horizontal coordinates were established by classical geodetic methods
 BB0032.and adjusted by the National Geodetic Survey in February 1996..
 BB0032
 BB0032.The orthometric height was determined by differential leveling
 BB0032.and adjusted by the National Geodetic Survey in June 1991..
 BB0032
 BB0032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0032
 BB0032.The geoid height was determined by GEOID03.
 BB0032
 BB0032.The dynamic height is computed by dividing the NAVD 88
 BB0032.geopotential number by the normal gravity value computed on the
 BB0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0032.degrees latitude (g = 980.6199 gals.).
 BB0032
 BB0032.The modeled gravity was interpolated from observed gravity values.
 BB0032
 BB0032;                    North         East     Units Scale Factor Converg.
 BB0032;SPC TXSC     - 4,200,271.730    81,055.362   MT  0.99986921   -2 37 26.5
 BB0032;SPC TXSC     -13,780,391.50    265,929.13   sFT  0.99986921   -2 37 26.5
 BB0032;UTM  13      - 3,267,230.703   562,389.775   MT  0.99964803   +0 19 02.6
 BB0032
 BB0032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0032!SPC TXSC     -   0.99988123  x   0.99986921  =   0.99975045
 BB0032!UTM  13      -   0.99988123  x   0.99964803  =   0.99952930
 BB0032
 BB0032|---------------------------------------------------------------------|
 BB0032| PID    Reference Object                     Distance      Geod. Az  |
 BB0032|                                                           dddmmss.s |
 BB0032| BB0279 M 18                                229.204 METERS 17006     |
 BB0032| BB0284 M 17 OFFSET                         APPROX. 0.5 KM 2773634.5 |
 BB0032|---------------------------------------------------------------------|
 BB0032
 BB0032                          SUPERSEDED SURVEY CONTROL
 BB0032
 BB0032  NAD 83(1986)-  29 31 59.37944(N)    104 21 22.03680(W) AD(       ) 2
 BB0032  NAD 27      -  29 31 58.71662(N)    104 21 20.31199(W) AD(       ) 2
 BB0032  NGVD 29 (??/??/92)  778.918  (m)         2555.50   (f) ADJ UNCH    2 0
 BB0032
 BB0032.Superseded values are not recommended for survey control.
 BB0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0032.See file dsdata.txt to determine how the superseded data were derived.
 BB0032
 BB0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6239067231(NAD 83)
 BB0032_MARKER: DB = BENCH MARK DISK
 BB0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0032_SP_SET: MONUMENT
 BB0032_STAMPING: S 1095 1974
 BB0032_MARK LOGO: NGS   
 BB0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0032
 BB0032  HISTORY     - Date     Condition        Report By
 BB0032  HISTORY     - 1974     MONUMENTED       NGS
 BB0032  HISTORY     - 1974     GOOD             NGS
 BB0032  HISTORY     - 20040204 POOR             NGS
 BB0032
 BB0032                          STATION DESCRIPTION
 BB0032
 BB0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0032'THE STATION IS LOCATED ABOUT 3.9 MILES SOUTHEAST OF OJINAGA AND ON
 BB0032'THE SOUTH SIDE OF THE RIO GRANDE RIVER.
 BB0032'
 BB0032'TO REACH THE STATION FROM THE FERRO CARRIL DE CHIHUAHUA AL PACIFICO
 BB0032'(RAILROAD STATION IN OJINAGA 2.5 MILES SOUTHEAST OF TOWN) GO EAST
 BB0032'AND NORTHEAST ON MAIN GRAVEL ROAD, CROSSING OVER 3 TRACKS, FOR 0.55
 BB0032'MILE TO A WOODEN BRIDGE WHERE THE ROAD CURVES TO THE RIGHT,
 BB0032'TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 0.2 MILE TO A FENCE
 BB0032'CORNER ON THE LEFT, TURN LEFT, AND GO SOUTHEAST ON MAIN DIRT ROAD
 BB0032'FOR 1.0 MILE TO A WIRE GATE ON THE LEFT, TURN LEFT, PASSING
 BB0032'THROUGH GATE, AND GO NORTH BETWEEN TWO FENCE LINES FOR 0.2 MILE
 BB0032'TO A FENCE CORNER ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST ALONG
 BB0032'THE NORTH SIDE OF THE FENCE LINE FOR 0.2 MILE TO A FENCE
 BB0032'CORNER, TURN LEFT AND GO NORTHEAST ALONG THE WEST SIDE OF THE FENCE
 BB0032'FOR 0.2 MILE TO ANOTHER FENCE CORNER AND A GATE, PASS THROUGH GATE
 BB0032'AND GO NORTHEAST FOR 137 FEET TO STATION IN FENCE LINE.
 BB0032'
 BB0032'THE STATION MARK IS A STANDARD NGS VERTICAL CONTROL DISK, THAT IS
 BB0032'STAMPED---S 1095 1974.  IT IS 137 FEET NORTHEAST OF THE GATE, 116
 BB0032'FEET NORTHEAST OF THE FENCE CORNER, 1.2 FEET WEST OF FENCE LINE,
 BB0032'AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT
 BB0032'PROJECTS 8 INCHES ABOVE THE GROUND.
 BB0032'
 BB0032'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0032
 BB0032                          STATION RECOVERY (1974)
 BB0032
 BB0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0032'3.9 MI SE FROM OJINAGA.
 BB0032'TO REACH FROM THE FERRO CARRIL DE CHIHUAHUA AL PACIFICO (RAILROAD
 BB0032'STATION 2.5 MILES SOUTHEAST OF OJINAGA) GO EAST AND NORTHEAST ON MAIN
 BB0032'GRAVEL ROAD, CROSSING OVER THREE TRACKS, FOR 0.55 MILE TO A WOODEN
 BB0032'BRIDGE WHERE THE ROAD CURVES TO THE RIGHT, TURN RIGHT AND GO SOUTH ON
 BB0032'DIRT ROAD FOR 0.2 MILE TO A FENCE CORNER ON THE LEFT, TURN LEFT AND GO
 BB0032'SOUTHEAST ON MAIN DIRT ROAD FOR 1.0 MILE TO A WIRE GATE ON THE LEFT,
 BB0032'TURN LEFT, PASSING THROUGH GATE, AND GO NORTH BETWEEN TWO FENCE LINES
 BB0032'FOR 0.2 MILE TO A FENCE CORNER ON THE RIGHT, TURN RIGHT AND GO
 BB0032'SOUTHEAST ALONG THE NORTH SIDE IF THE FENCE LINE FOR 0.2 MILE TO A
 BB0032'FENCE CORNER, TURN LEFT AND GO NORTHEAST ALONG THE WEST SIDE OF THE
 BB0032'FENCE FOR 0.2 MILE TO ANOTHER FENCE CORNER AND A GATE, PASS THROUGH
 BB0032'THE GATE AND GO NORTHEAST FOR 137 FEET TO THE MARK ON THE WEST SIDE OF
 BB0032'THE FENCE, 137 FEET NORTHEAST OF THE GATE, 116 FEET NORTH OF THE FENCE
 BB0032'CORNER, 1.2 FEET WEST OF THE FENCE LINE, AND SET IN THE TOP OF A
 BB0032'12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE
 BB0032'GROUND.
 BB0032
 BB0032                          STATION RECOVERY (2004)
 BB0032
 BB0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0032'THE RIO GRANDE RIVER HAS BEEN RELOCATED.  THIS MARK IS NOW IN THE
 BB0032'STATE OF TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0556 ***********************************************************************
 BP0556  DESIGNATION -  S 1096
 BP0556  PID         -  BP0556
 BP0556  STATE/COUNTY-  TX/JEFF DAVIS
 BP0556  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0556
 BP0556                         *CURRENT SURVEY CONTROL
 BP0556  ___________________________________________________________________
 BP0556* NAD 83(1986)-  30 30 37.     (N)    103 45 14.     (W)     SCALED    
 BP0556* NAVD 88     -      1357.346  (meters)    4453.23   (feet)  ADJUSTED  
 BP0556  ___________________________________________________________________
 BP0556  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 BP0556  DYNAMIC HT  -        1355.172 (meters)    4446.09  (feet)  COMP
 BP0556  MODELED GRAV-     978,991.6   (mgal)                       NAVD 88
 BP0556  OBS GRAVITY -     978,992.0   (mgal)                       GRAV_OBS
 BP0556
 BP0556  VERT ORDER  -  FIRST     CLASS I
 BP0556
 BP0556.The horizontal coordinates were scaled from a topographic map and have
 BP0556.an estimated accuracy of +/- 6 seconds.
 BP0556
 BP0556.The orthometric height was determined by differential leveling
 BP0556.and adjusted by the National Geodetic Survey in June 1991..
 BP0556
 BP0556.The geoid height was determined by GEOID03.
 BP0556
 BP0556.The dynamic height is computed by dividing the NAVD 88
 BP0556.geopotential number by the normal gravity value computed on the
 BP0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0556.degrees latitude (g = 980.6199 gals.).
 BP0556
 BP0556.The modeled gravity was interpolated from observed gravity values.
 BP0556.The observed gravity was obtained from relative gravimeter ties
 BP0556.to the IGSN71 gravity network.
 BP0556
 BP0556;                    North         East    Units  Estimated Accuracy
 BP0556;SPC TX C     - 3,098,570.      371,740.      MT  (+/- 180 meters Scaled)
 BP0556
 BP0556                          SUPERSEDED SURVEY CONTROL
 BP0556
 BP0556  NGVD 29 (??/??/92) 1356.877  (m)         4451.69   (f) ADJ UNCH    1 1
 BP0556
 BP0556.Superseded values are not recommended for survey control.
 BP0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0556.See file dsdata.txt to determine how the superseded data were derived.
 BP0556
 BP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP195759(NAD 83)
 BP0556_MARKER: DB = BENCH MARK DISK
 BP0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0556_SP_SET: CULVERT
 BP0556_STAMPING: S 1096 1977
 BP0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0556
 BP0556  HISTORY     - Date     Condition        Report By
 BP0556  HISTORY     - 1977     MONUMENTED       NGS
 BP0556  HISTORY     - 1988     GOOD             USPSQD
 BP0556  HISTORY     - 1989     GOOD             USPSQD
 BP0556  HISTORY     - 19961007 GOOD             USPSQD
 BP0556  HISTORY     - 20030322 GOOD             USPSQD
 BP0556
 BP0556                          STATION DESCRIPTION
 BP0556
 BP0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0556'11.6 MI SE FROM FORT DAVIS.
 BP0556'ABOUT 11.6 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE
 BP0556'COURTHOUSE AT FORT DAVIS, AT A CONCRETE CULVERT, IN THE TOP OF THE
 BP0556'SOUTHEAST END OF THE SOUTHWEST HEADWALL, 25.3 FT. SOUTHWEST OF THE
 BP0556'CENTER LINE OF THE HIGHWAY, 68 FT. WEST OF AND ACROSS THE HIGHWAY
 BP0556'FROM WEST CORNER OF RIGHT-OF-WAY FENCE, 3 FT. SOUTHWEST OF A STONE
 BP0556'GUARDRAIL.
 BP0556
 BP0556                          STATION RECOVERY (1988)
 BP0556
 BP0556'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0556'RECOVERED IN GOOD CONDITION.
 BP0556
 BP0556                          STATION RECOVERY (1989)
 BP0556
 BP0556'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0556'RECOVERED IN GOOD CONDITION.
 BP0556
 BP0556                          STATION RECOVERY (1996)
 BP0556
 BP0556'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0556'RECOVERED IN GOOD CONDITION.
 BP0556
 BP0556                          STATION RECOVERY (2003)
 BP0556
 BP0556'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0578 ***********************************************************************
 BP0578  DESIGNATION -  S 1097
 BP0578  PID         -  BP0578
 BP0578  STATE/COUNTY-  TX/JEFF DAVIS
 BP0578  USGS QUAD   -  FORT DAVIS (1972)
 BP0578
 BP0578                         *CURRENT SURVEY CONTROL
 BP0578  ___________________________________________________________________
 BP0578* NAD 83(1986)-  30 36 34.     (N)    103 57 41.     (W)     SCALED    
 BP0578* NAVD 88     -      1557.741  (meters)    5110.69   (feet)  ADJUSTED  
 BP0578  ___________________________________________________________________
 BP0578  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0578  DYNAMIC HT  -        1555.163 (meters)    5102.23  (feet)  COMP
 BP0578  MODELED GRAV-     978,930.5   (mgal)                       NAVD 88
 BP0578  OBS GRAVITY -     978,932.3   (mgal)                       GRAV_OBS
 BP0578
 BP0578  VERT ORDER  -  FIRST     CLASS I
 BP0578
 BP0578.The horizontal coordinates were scaled from a topographic map and have
 BP0578.an estimated accuracy of +/- 6 seconds.
 BP0578
 BP0578.The orthometric height was determined by differential leveling
 BP0578.and adjusted by the National Geodetic Survey in June 1991..
 BP0578
 BP0578.The geoid height was determined by GEOID03.
 BP0578
 BP0578.The dynamic height is computed by dividing the NAVD 88
 BP0578.geopotential number by the normal gravity value computed on the
 BP0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0578.degrees latitude (g = 980.6199 gals.).
 BP0578
 BP0578.The modeled gravity was interpolated from observed gravity values.
 BP0578.The observed gravity was obtained from relative gravimeter ties
 BP0578.to the IGSN71 gravity network.
 BP0578
 BP0578;                    North         East    Units  Estimated Accuracy
 BP0578;SPC TX C     - 3,110,180.      352,200.      MT  (+/- 180 meters Scaled)
 BP0578
 BP0578                          SUPERSEDED SURVEY CONTROL
 BP0578
 BP0578  NGVD 29 (??/??/92) 1557.157  (m)         5108.77   (f) ADJ UNCH    1 1
 BP0578
 BP0578.Superseded values are not recommended for survey control.
 BP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0578.See file dsdata.txt to determine how the superseded data were derived.
 BP0578
 BP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP995867(NAD 83)
 BP0578_MARKER: DB = BENCH MARK DISK
 BP0578_SETTING: 66 = SET IN ROCK OUTCROP
 BP0578_SP_SET: ROCK OUTCROP
 BP0578_STAMPING: S 1097 1977
 BP0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0578+STABILITY: POSITION/ELEVATION WELL
 BP0578
 BP0578  HISTORY     - Date     Condition        Report By
 BP0578  HISTORY     - 1977     MONUMENTED       NGS
 BP0578  HISTORY     - 1988     GOOD             USPSQD
 BP0578  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0578  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0578  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0578
 BP0578                          STATION DESCRIPTION
 BP0578
 BP0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0578'6.40 MI NW FROM FORT DAVIS.
 BP0578'ABOUT 6.40 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0578'COURTHOUSE AT FORT DAVIS, 34.3 FT. NORTH OF THE CENTER LINE OF
 BP0578'HIGHWAY, 19.7 FT. SOUTHEAST AND 10 FT. BELOW WHERE THE RIGHT-OF-
 BP0578'WAY FENCE COMES TO THE END ON TOP OF A ROCKY BANK.
 BP0578
 BP0578                          STATION RECOVERY (1988)
 BP0578
 BP0578'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0578'RECOVERED IN GOOD CONDITION.
 BP0578
 BP0578                          STATION RECOVERY (1989)
 BP0578
 BP0578'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0578'MARK NOT FOUND.
 BP0578
 BP0578                          STATION RECOVERY (1996)
 BP0578
 BP0578'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0578'MARK NOT FOUND.
 BP0578
 BP0578                          STATION RECOVERY (2003)
 BP0578
 BP0578'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0292 ***********************************************************************
 BQ0292  DESIGNATION -  S 1098
 BQ0292  PID         -  BQ0292
 BQ0292  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0292  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0292
 BQ0292                         *CURRENT SURVEY CONTROL
 BQ0292  ___________________________________________________________________
 BQ0292* NAD 83(1986)-  30 40 20.     (N)    104 01 23.     (W)     SCALED    
 BQ0292* NAVD 88     -      2047.749  (meters)    6718.32   (feet)  ADJUSTED  
 BQ0292  ___________________________________________________________________
 BQ0292  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0292  DYNAMIC HT  -        2044.174 (meters)    6706.59  (feet)  COMP
 BQ0292  MODELED GRAV-     978,821.0   (mgal)                       NAVD 88
 BQ0292  OBS GRAVITY -     978,824.6   (mgal)                       GRAV_OBS
 BQ0292
 BQ0292  VERT ORDER  -  FIRST     CLASS I
 BQ0292
 BQ0292.The horizontal coordinates were scaled from a topographic map and have
 BQ0292.an estimated accuracy of +/- 6 seconds.
 BQ0292
 BQ0292.The orthometric height was determined by differential leveling
 BQ0292.and adjusted by the National Geodetic Survey in June 1991..
 BQ0292
 BQ0292.The geoid height was determined by GEOID03.
 BQ0292
 BQ0292.The dynamic height is computed by dividing the NAVD 88
 BQ0292.geopotential number by the normal gravity value computed on the
 BQ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0292.degrees latitude (g = 980.6199 gals.).
 BQ0292
 BQ0292.The modeled gravity was interpolated from observed gravity values.
 BQ0292.The observed gravity was obtained from relative gravimeter ties
 BQ0292.to the IGSN71 gravity network.
 BQ0292
 BQ0292;                    North         East    Units  Estimated Accuracy
 BQ0292;SPC TX C     - 3,117,330.      346,520.      MT  (+/- 180 meters Scaled)
 BQ0292
 BQ0292                          SUPERSEDED SURVEY CONTROL
 BQ0292
 BQ0292  NGVD 29 (??/??/92) 2047.009  (m)         6715.90   (f) ADJ UNCH    1 1
 BQ0292
 BQ0292.Superseded values are not recommended for survey control.
 BQ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0292.See file dsdata.txt to determine how the superseded data were derived.
 BQ0292
 BQ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP935936(NAD 83)
 BQ0292_MARKER: DB = BENCH MARK DISK
 BQ0292_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0292_SP_SET: ROCK OUTCROP
 BQ0292_STAMPING: S 1098 1977
 BQ0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0292+STABILITY: POSITION/ELEVATION WELL
 BQ0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0292+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 BQ0292
 BQ0292  HISTORY     - Date     Condition        Report By
 BQ0292  HISTORY     - 1977     MONUMENTED       NGS
 BQ0292  HISTORY     - 1980     GOOD             NGS
 BQ0292  HISTORY     - 1989     GOOD             USPSQD
 BQ0292  HISTORY     - 19961007 GOOD             USPSQD
 BQ0292  HISTORY     - 20030322 GOOD             USPSQD
 BQ0292  HISTORY     - 20040323 GOOD             USPSQD
 BQ0292
 BQ0292                          STATION DESCRIPTION
 BQ0292
 BQ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0292'16.80 MI NW FROM FORT DAVIS.
 BQ0292'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE
 BQ0292'COUNTY COURTHOUSE AT FORT DAVIS,THENCE 1.75 MILES ALONG SPUR 78
 BQ0292'FROM ITS JUNCTION WITH 118, AT THE JUNCTION OF THE OBSERVATORY
 BQ0292'DRIVE-WAYS, 18 FT. NORTHWEST AND 10.FT. BELOW THE ROAD LEADING
 BQ0292'NORTHEAST TO THE DINING ROOM, 20 FT. SOUTHEAST OF THE CENTERLINE
 BQ0292'OF THE HIGHWAY, 137 FT. NORTHEAST OF THE JUNCTION OF OBSERVATORY
 BQ0292'PRIVATE DRIVES, 33 FT. SOUTHEAST OF A STEEL GUARD-RAIL, 4 FT.
 BQ0292'NORTHEAST OF A LARGE BOULDER
 BQ0292
 BQ0292                          STATION RECOVERY (1980)
 BQ0292
 BQ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0292'RECOVERED IN GOOD CONDITION.
 BQ0292
 BQ0292                          STATION RECOVERY (1989)
 BQ0292
 BQ0292'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0292'RECOVERED IN GOOD CONDITION.
 BQ0292
 BQ0292                          STATION RECOVERY (1996)
 BQ0292
 BQ0292'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0292'RECOVERED IN GOOD CONDITION.
 BQ0292
 BQ0292                          STATION RECOVERY (2003)
 BQ0292
 BQ0292'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0292'RECOVERED IN GOOD CONDITION.
 BQ0292
 BQ0292                          STATION RECOVERY (2004)
 BQ0292
 BQ0292'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BQ0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0125 ***********************************************************************
 AZ0125  DESIGNATION -  S 1099
 AZ0125  PID         -  AZ0125
 AZ0125  STATE/COUNTY-  TX/VAL VERDE
 AZ0125  USGS QUAD   -  DEL RIO SE (1972)
 AZ0125
 AZ0125                         *CURRENT SURVEY CONTROL
 AZ0125  ___________________________________________________________________
 AZ0125* NAD 83(1986)-  29 22 07.     (N)    100 49 10.     (W)     SCALED    
 AZ0125* NAVD 88     -       325.656  (meters)    1068.42   (feet)  POSTED    
 AZ0125  ___________________________________________________________________
 AZ0125  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0125  DYNAMIC HT  -         325.180 (meters)    1066.86  (feet)  COMP
 AZ0125  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 AZ0125
 AZ0125  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AZ0125
 AZ0125.The horizontal coordinates were scaled from a topographic map and have
 AZ0125.an estimated accuracy of +/- 6 seconds.
 AZ0125
 AZ0125.The orthometric height was determined by differential leveling
 AZ0125.and adjusted by the National Geodetic Survey in 1992..
 AZ0125.No vertical observational check was made to the station.
 AZ0125.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AZ0125.was located on a no-check spur therefore a value was not computed.
 AZ0125
 AZ0125.The geoid height was determined by GEOID03.
 AZ0125
 AZ0125.The dynamic height is computed by dividing the NAVD 88
 AZ0125.geopotential number by the normal gravity value computed on the
 AZ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0125.degrees latitude (g = 980.6199 gals.).
 AZ0125
 AZ0125.The modeled gravity was interpolated from observed gravity values.
 AZ0125
 AZ0125;                    North         East    Units  Estimated Accuracy
 AZ0125;SPC TXSC     - 4,171,520.      423,380.      MT  (+/- 180 meters Scaled)
 AZ0125
 AZ0125                          SUPERSEDED SURVEY CONTROL
 AZ0125
 AZ0125  NGVD 29 (??/??/92)  325.594  (m)         1068.22   (f) ADJ UNCH    1 2
 AZ0125
 AZ0125.Superseded values are not recommended for survey control.
 AZ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0125.See file dsdata.txt to determine how the superseded data were derived.
 AZ0125
 AZ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT234502(NAD 83)
 AZ0125_MARKER: DB = BENCH MARK DISK
 AZ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0125_STAMPING: S 1099 1957
 AZ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0125+STABILITY: SURFACE MOTION
 AZ0125
 AZ0125  HISTORY     - Date     Condition        Report By
 AZ0125  HISTORY     - 1957     MONUMENTED       CGS
 AZ0125  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0125
 AZ0125                          STATION DESCRIPTION
 AZ0125
 AZ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0125'5.2 MI E FROM DEL RIO.
 AZ0125'ABOUT 4.75 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0125'THE STATION AT DEL RIO, THENCE 0.05 MILE NORTH ALONG A DIRT ROAD,
 AZ0125'THENCE 0.4 MILE EAST ALONG U.S. HIGHWAY 90, AT THE JUNCTION OF RANCH
 AZ0125'ROAD 830 AND AT THE SOUTHWEST ENTRANCE TO VAL VERDE COUNTY AIR PORT,
 AZ0125'119 FEET NORTH OF THE CENTER LINE OF HIGHWAY 90, 49 FEET EAST OF THE
 AZ0125'CENTER LINE OF RANCH ROAD 830, 31 FEET NORTH OF A FENCE CORNER, 30
 AZ0125'FEET NORTHWEST OF A POWER POLE, 2 FEET WEST OF A FENCE LINE, 2 FEET
 AZ0125'SOUTH OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST
 AZ0125'WHICH PROJECTS 0.4 FOOT.
 AZ0125
 AZ0125                          STATION RECOVERY (1998)
 AZ0125
 AZ0125'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0126 ***********************************************************************
 AZ0126  DESIGNATION -  S 1099 RESET 1962
 AZ0126  PID         -  AZ0126
 AZ0126  STATE/COUNTY-  TX/VAL VERDE
 AZ0126  USGS QUAD   -  DEL RIO SE (1972)
 AZ0126
 AZ0126                         *CURRENT SURVEY CONTROL
 AZ0126  ___________________________________________________________________
 AZ0126* NAD 83(1986)-  29 22 07.     (N)    100 49 14.     (W)     SCALED    
 AZ0126* NAVD 88     -       325.895  (meters)    1069.21   (feet)  ADJUSTED  
 AZ0126  ___________________________________________________________________
 AZ0126  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0126  DYNAMIC HT  -         325.420 (meters)    1067.65  (feet)  COMP
 AZ0126  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 AZ0126
 AZ0126  VERT ORDER  -  FIRST     CLASS II
 AZ0126
 AZ0126.The horizontal coordinates were scaled from a topographic map and have
 AZ0126.an estimated accuracy of +/- 6 seconds.
 AZ0126
 AZ0126.The orthometric height was determined by differential leveling
 AZ0126.and adjusted by the National Geodetic Survey in June 1991..
 AZ0126
 AZ0126.The geoid height was determined by GEOID03.
 AZ0126
 AZ0126.The dynamic height is computed by dividing the NAVD 88
 AZ0126.geopotential number by the normal gravity value computed on the
 AZ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0126.degrees latitude (g = 980.6199 gals.).
 AZ0126
 AZ0126.The modeled gravity was interpolated from observed gravity values.
 AZ0126
 AZ0126;                    North         East    Units  Estimated Accuracy
 AZ0126;SPC TXSC     - 4,171,530.      423,270.      MT  (+/- 180 meters Scaled)
 AZ0126
 AZ0126                          SUPERSEDED SURVEY CONTROL
 AZ0126
 AZ0126  NGVD 29 (??/??/??)  325.83   (m)         1069.0    (f) RESET       3  
 AZ0126
 AZ0126.Superseded values are not recommended for survey control.
 AZ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0126.See file dsdata.txt to determine how the superseded data were derived.
 AZ0126
 AZ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT232502(NAD 83)
 AZ0126_MARKER: DB = BENCH MARK DISK
 AZ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0126_STAMPING: S 1099 RESET 1962
 AZ0126_MARK LOGO: CGS   
 AZ0126_PROJECTION: PROJECTING 10 CENTIMETERS
 AZ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0126+STABILITY: SURFACE MOTION
 AZ0126
 AZ0126  HISTORY     - Date     Condition        Report By
 AZ0126  HISTORY     - 1962     MONUMENTED       CGS
 AZ0126  HISTORY     - 1982     GOOD             NGS
 AZ0126  HISTORY     - 19980805 GOOD             USPSQD
 AZ0126
 AZ0126                          STATION DESCRIPTION
 AZ0126
 AZ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AZ0126'4.75 MI E FROM DEL RIO.
 AZ0126'TO REACH FROM THE RAILROAD DEPOT IN DEL RIO, GO NORTH 1 BLOCK ON NORTH
 AZ0126'MAIN STREET, TURN RIGHT, GO EAST ON THE TRUCK ROUTE AND U. S. HIGHWAY
 AZ0126'90 FOR 5.0 MILES TO BENCH MARK ON THE LEFT, 150 FEET NORTH OF THE
 AZ0126'CENTER LINE OF U. S. HIGHWAY 90 EAST BOUND TRAFFIC LANE, 48 FEET EAST
 AZ0126'OF THE CENTER OF A SURFACE ROAD NO. 830, 4 FEET NORTHEAST OF A
 AZ0126'POWERLINE POLE, AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.  A
 AZ0126'STANDARD BENCH MARK DISK STAMPED S 1099 RESET 1962, SET IN A 12 X 12
 AZ0126'IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
 AZ0126
 AZ0126                          STATION RECOVERY (1982)
 AZ0126
 AZ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0126'A NEW DESCRIPTION FOLLOWS, 2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG U.S.
 AZ0126'HIGHWAYS 90 AND 277 (AVENUE F STREET) FROM THE CIVIC CENTER IN DEL
 AZ0126'RIO, TO THE JUNCTION OF U.S. HIGHWAY 90 EAST (GIBBS STREET), THENCE
 AZ0126'7.9 KM (4.95 MI) EAST ALONG U.S. HIGHWAY 90, AT A GRAVELED SIDE ROAD
 AZ0126'LEADING NORTH, 23.1 METERS (76.0 FT) NORTH OF THE CENTERLINE OF THE
 AZ0126'WESTBOUND LANE OF HIGHWAY 90, 13.1 METERS (43.0 FT) EAST OF THE CENTER
 AZ0126'OF THE GRAVELED ROAD LEADING NORTH, 25.6 METERS (84.0 FT) EAST AND
 AZ0126'ACROSS THE GRAVELED ROAD FROM A POWERLINE POLE, 51.5 METERS (169.0 FT)
 AZ0126'WEST OF A POWERLINE POLE, AND 8.8 METERS (29.0 FT) NORTH NORTHEAST OF
 AZ0126'THE EAST END OF A STEEL PIPE CULVERT UNDER THE GRAVELED ROAD.
 AZ0126'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 AZ0126'THE MARK IS 0.6 M BELOW HIGHWAY 90.
 AZ0126
 AZ0126                          STATION RECOVERY (1998)
 AZ0126
 AZ0126'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0208 ***********************************************************************
 CB0208  DESIGNATION -  S 110
 CB0208  PID         -  CB0208
 CB0208  STATE/COUNTY-  TX/TOM GREEN
 CB0208  USGS QUAD   -  CARLSBAD (1984)
 CB0208
 CB0208                         *CURRENT SURVEY CONTROL
 CB0208  ___________________________________________________________________
 CB0208* NAD 83(1986)-  31 37 28.     (N)    100 40 08.     (W)     SCALED    
 CB0208* NAVD 88     -       622.142  (meters)    2041.14   (feet)  ADJUSTED  
 CB0208  ___________________________________________________________________
 CB0208  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CB0208  DYNAMIC HT  -         621.298 (meters)    2038.38  (feet)  COMP
 CB0208  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 CB0208
 CB0208  VERT ORDER  -  FIRST     CLASS II
 CB0208
 CB0208.The horizontal coordinates were scaled from a topographic map and have
 CB0208.an estimated accuracy of +/- 6 seconds.
 CB0208
 CB0208.The orthometric height was determined by differential leveling
 CB0208.and adjusted by the National Geodetic Survey in June 1991..
 CB0208
 CB0208.The geoid height was determined by GEOID03.
 CB0208
 CB0208.The dynamic height is computed by dividing the NAVD 88
 CB0208.geopotential number by the normal gravity value computed on the
 CB0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0208.degrees latitude (g = 980.6199 gals.).
 CB0208
 CB0208.The modeled gravity was interpolated from observed gravity values.
 CB0208
 CB0208;                    North         East    Units  Estimated Accuracy
 CB0208;SPC TX C     - 3,217,080.      668,170.      MT  (+/- 180 meters Scaled)
 CB0208
 CB0208                          SUPERSEDED SURVEY CONTROL
 CB0208
 CB0208  NGVD 29 (??/??/92)  621.967  (m)         2040.57   (f) ADJ UNCH    1 2
 CB0208
 CB0208.Superseded values are not recommended for survey control.
 CB0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0208.See file dsdata.txt to determine how the superseded data were derived.
 CB0208
 CB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA417000(NAD 83)
 CB0208_MARKER: DB = BENCH MARK DISK
 CB0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0208_SP_SET: MONUMENT
 CB0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0208
 CB0208  HISTORY     - Date     Condition        Report By
 CB0208  HISTORY     - UNK      MONUMENTED       CGS
 CB0208  HISTORY     - 1933     GOOD             NGS
 CB0208  HISTORY     - 1935     GOOD             NGS
 CB0208
 CB0208                          STATION DESCRIPTION
 CB0208
 CB0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0208'2.3 MI NW FROM CARLSBAD.
 CB0208'AT MILE POST 90, 46 FEET NORTHEAST OF CENTERLINE OF RAILROAD, 42 FEET
 CB0208'SOUTHWEST OF CENTERLINE OF THE HIGHWAY.
 CB0208
 CB0208                          STATION RECOVERY (1935)
 CB0208
 CB0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0171 ***********************************************************************
 AZ0171  DESIGNATION -  S 1100
 AZ0171  PID         -  AZ0171
 AZ0171  STATE/COUNTY-  TX/VAL VERDE
 AZ0171  USGS QUAD   -  DEL RIO NW (1972)
 AZ0171
 AZ0171                         *CURRENT SURVEY CONTROL
 AZ0171  ___________________________________________________________________
 AZ0171* NAD 83(1986)-  29 26 22.     (N)    100 54 32.     (W)     SCALED    
 AZ0171* NAVD 88     -       342.721  (meters)    1124.41   (feet)  ADJUSTED  
 AZ0171  ___________________________________________________________________
 AZ0171  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0171  DYNAMIC HT  -         342.223 (meters)    1122.78  (feet)  COMP
 AZ0171  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0171
 AZ0171  VERT ORDER  -  FIRST     CLASS II
 AZ0171
 AZ0171.The horizontal coordinates were scaled from a topographic map and have
 AZ0171.an estimated accuracy of +/- 6 seconds.
 AZ0171
 AZ0171.The orthometric height was determined by differential leveling
 AZ0171.and adjusted by the National Geodetic Survey in June 1991..
 AZ0171
 AZ0171.The geoid height was determined by GEOID03.
 AZ0171
 AZ0171.The dynamic height is computed by dividing the NAVD 88
 AZ0171.geopotential number by the normal gravity value computed on the
 AZ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0171.degrees latitude (g = 980.6199 gals.).
 AZ0171
 AZ0171.The modeled gravity was interpolated from observed gravity values.
 AZ0171
 AZ0171;                    North         East    Units  Estimated Accuracy
 AZ0171;SPC TXSC     - 4,179,510.      414,830.      MT  (+/- 180 meters Scaled)
 AZ0171
 AZ0171                          SUPERSEDED SURVEY CONTROL
 AZ0171
 AZ0171  NGVD 29 (??/??/92)  342.595  (m)         1124.00   (f) ADJ UNCH    1 2
 AZ0171
 AZ0171.Superseded values are not recommended for survey control.
 AZ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0171.See file dsdata.txt to determine how the superseded data were derived.
 AZ0171
 AZ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT148581(NAD 83)
 AZ0171_MARKER: DB = BENCH MARK DISK
 AZ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0171_STAMPING: S 1100 1957
 AZ0171_MARK LOGO: CGS   
 AZ0171_PROJECTION: PROJECTING 10 CENTIMETERS
 AZ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0171+STABILITY: SURFACE MOTION
 AZ0171
 AZ0171  HISTORY     - Date     Condition        Report By
 AZ0171  HISTORY     - 1957     MONUMENTED       CGS
 AZ0171  HISTORY     - 1963     GOOD             NGS
 AZ0171  HISTORY     - 1981     GOOD             NGS
 AZ0171  HISTORY     - 19980805 GOOD             USPSQD
 AZ0171
 AZ0171                          STATION DESCRIPTION
 AZ0171
 AZ0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AZ0171'5.05 MI N FROM DEL RIO.
 AZ0171'ABOUT 5.05 MILES NORTH ALONG U. S. HIGHWAY 277 FROM THE OVERPASS OVER
 AZ0171'THE TEXAS AND NEW ORLEANS RAILROAD AT DEL RIO, IN LINE WITH A ROW OF
 AZ0171'POWER POLES THAT CROSS THE HIGHWAY IN A NORTHWEST-SOUTHEASTERLY
 AZ0171'DIRECTION, 47 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 AZ0171'SOUTHEAST OF A POWER POLE, 2-1/2 FEET EAST OF THE FENCE LINE, 2 FEET
 AZ0171'SOUTH OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST
 AZ0171'WHICH PROJECTS 0.6 FOOT.
 AZ0171
 AZ0171                          STATION RECOVERY (1981)
 AZ0171
 AZ0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0171'1.4 KM (0.85 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0171'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, 56.4
 AZ0171'METERS (185.0 FT) NORTH OF THE CENTER OF A METAL GATE AND FIELD ROAD
 AZ0171'LEADING WEST, 23.0 METERS (75.5 FT) WEST OF THE CENTERLINE OF THE
 AZ0171'HIGHWAY AND 0.8 METER (2.6 FT) EAST OF A FENCE.
 AZ0171'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AZ0171'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AZ0171
 AZ0171                          STATION RECOVERY (1998)
 AZ0171
 AZ0171'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0466 ***********************************************************************
 CC0466  DESIGNATION -  S 1101
 CC0466  PID         -  CC0466
 CC0466  STATE/COUNTY-  TX/REEVES
 CC0466  USGS QUAD   -  RED BLUFF (1968)
 CC0466
 CC0466                         *CURRENT SURVEY CONTROL
 CC0466  ___________________________________________________________________
 CC0466* NAD 83(1986)-  31 54 31.     (N)    103 58 03.     (W)     SCALED    
 CC0466* NAVD 88     -       879.840  (meters)    2886.61   (feet)  ADJUSTED  
 CC0466  ___________________________________________________________________
 CC0466  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CC0466  DYNAMIC HT  -         878.542 (meters)    2882.35  (feet)  COMP
 CC0466  MODELED GRAV-     979,136.1   (mgal)                       NAVD 88
 CC0466
 CC0466  VERT ORDER  -  FIRST     CLASS II
 CC0466
 CC0466.The horizontal coordinates were scaled from a topographic map and have
 CC0466.an estimated accuracy of +/- 6 seconds.
 CC0466
 CC0466.The orthometric height was determined by differential leveling
 CC0466.and adjusted by the National Geodetic Survey in June 1991..
 CC0466
 CC0466.The geoid height was determined by GEOID03.
 CC0466
 CC0466.The dynamic height is computed by dividing the NAVD 88
 CC0466.geopotential number by the normal gravity value computed on the
 CC0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0466.degrees latitude (g = 980.6199 gals.).
 CC0466
 CC0466.The modeled gravity was interpolated from observed gravity values.
 CC0466
 CC0466;                    North         East    Units  Estimated Accuracy
 CC0466;SPC TX C     - 3,254,160.      356,320.      MT  (+/- 180 meters Scaled)
 CC0466
 CC0466                          SUPERSEDED SURVEY CONTROL
 CC0466
 CC0466  NGVD 29 (??/??/92)  879.349  (m)         2885.00   (f) ADJ UNCH    1 2
 CC0466
 CC0466.Superseded values are not recommended for survey control.
 CC0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0466.See file dsdata.txt to determine how the superseded data were derived.
 CC0466
 CC0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER976307(NAD 83)
 CC0466_MARKER: DB = BENCH MARK DISK
 CC0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0466_STAMPING: S 1101 1957
 CC0466_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0466+STABILITY: SURFACE MOTION
 CC0466
 CC0466  HISTORY     - Date     Condition        Report By
 CC0466  HISTORY     - 1957     MONUMENTED       CGS
 CC0466  HISTORY     - 1981     GOOD             NGS
 CC0466
 CC0466                          STATION DESCRIPTION
 CC0466
 CC0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0466'6.8 MI NW FROM ORLA.
 CC0466'ABOUT 6.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0466'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 19 FEET SOUTHEAST OF
 CC0466'MILEPOST 224, 30 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 117 FEET
 CC0466'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 285, 3 FEET NORTHWEST OF
 CC0466'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CC0466'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CC0466
 CC0466                          STATION RECOVERY (1981)
 CC0466
 CC0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0466'10.8 KM (6.7 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0466'WITH FARM ROAD 652 IN ORLA, 0.2 KM (0.1 MI) SOUTHEAST OF A GRAVELED
 CC0466'ROAD LEADING SOUTHWEST, 35.7 METERS (117.0 FT) NORTHEAST OF THE
 CC0466'CENTERLINE OF THE HIGHWAY, 9.1 METERS (30.0 FT) SOUTHWEST OF THE
 CC0466'NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 5.8 METERS
 CC0466'(19.0 FT) SOUTHWEST OF MILE POST 224, AND 0.9 METER (3.0 FT)
 CC0466'NORTH-NORTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0466'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CC0466'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0293 ***********************************************************************
 BP0293  DESIGNATION -  S 1102
 BP0293  PID         -  BP0293
 BP0293  STATE/COUNTY-  TX/BREWSTER
 BP0293  USGS QUAD   -  MARATHON (1983)
 BP0293
 BP0293                         *CURRENT SURVEY CONTROL
 BP0293  ___________________________________________________________________
 BP0293* NAD 83(1986)-  30 12 26.     (N)    103 11 50.     (W)     SCALED    
 BP0293* NAVD 88     -      1269.021  (meters)    4163.45   (feet)  ADJUSTED  
 BP0293  ___________________________________________________________________
 BP0293  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 BP0293  DYNAMIC HT  -        1266.945 (meters)    4156.64  (feet)  COMP
 BP0293  MODELED GRAV-     978,962.3   (mgal)                       NAVD 88
 BP0293
 BP0293  VERT ORDER  -  FIRST     CLASS II
 BP0293
 BP0293.The horizontal coordinates were scaled from a topographic map and have
 BP0293.an estimated accuracy of +/- 6 seconds.
 BP0293
 BP0293.The orthometric height was determined by differential leveling
 BP0293.and adjusted by the National Geodetic Survey in June 1991..
 BP0293.WARNING-Repeat measurements at this control monument indicate possible
 BP0293.vertical movement.
 BP0293
 BP0293.The geoid height was determined by GEOID03.
 BP0293
 BP0293.The dynamic height is computed by dividing the NAVD 88
 BP0293.geopotential number by the normal gravity value computed on the
 BP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0293.degrees latitude (g = 980.6199 gals.).
 BP0293
 BP0293.The modeled gravity was interpolated from observed gravity values.
 BP0293
 BP0293;                    North         East    Units  Estimated Accuracy
 BP0293;SPC TXSC     - 4,270,350.      195,970.      MT  (+/- 180 meters Scaled)
 BP0293
 BP0293                          SUPERSEDED SURVEY CONTROL
 BP0293
 BP0293  NGVD 29 (??/??/92) 1268.579  (m)         4162.00   (f) ADJ UNCH    1 2
 BP0293
 BP0293.Superseded values are not recommended for survey control.
 BP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0293.See file dsdata.txt to determine how the superseded data were derived.
 BP0293
 BP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP735431(NAD 83)
 BP0293_MARKER: DB = BENCH MARK DISK
 BP0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0293_STAMPING: S 1102 1957
 BP0293_MARK LOGO: CGS   
 BP0293_PROJECTION: PROJECTING 20 CENTIMETERS
 BP0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0293+STABILITY: SURFACE MOTION
 BP0293
 BP0293  HISTORY     - Date     Condition        Report By
 BP0293  HISTORY     - 1957     MONUMENTED       CGS
 BP0293  HISTORY     - 1981     GOOD             NGS
 BP0293  HISTORY     - 20010331 GOOD             NGS
 BP0293
 BP0293                          STATION DESCRIPTION
 BP0293
 BP0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0293'3.0 MI E FROM MARATHON.
 BP0293'ABOUT 3.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0293'STATION AT MARATHON, 103 FEET NORTH OF AND ACROSS THE TRACK FROM
 BP0293'MILEPOST 573, 55 FEET NORTH OF THE NORTH RAIL, 29 FEET NORTHEAST OF A
 BP0293'TELEPHONE POLE, 7 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE, 3 FEET
 BP0293'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 BP0293'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 BP0293
 BP0293                          STATION RECOVERY (1981)
 BP0293
 BP0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0293'4.6 KM (2.85 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0293'IN MARATHON, 0.2 KM (0.15 MI) EAST OF A DOUBLE FENCE CORNER, 75.9
 BP0293'METERS (249.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31.4 METERS
 BP0293'(103.0 FT) NORTH OF AND ACROSS THE SOUTHERN PACIFIC RAILROAD FROM
 BP0293'MILEPOST 573, 16.8 METERS (55.1 FT) NORTH OF THE NEAR RAIL AND 2.1
 BP0293'METERS (6.9 FT) NORTH OF A FENCE.
 BP0293'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 BP0293'THE MARK IS 0.6 M BELOW THE TRACKS.
 BP0293
 BP0293                          STATION RECOVERY (2001)
 BP0293
 BP0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0293'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0359 ***********************************************************************
 BP0359  DESIGNATION -  S 1103
 BP0359  PID         -  BP0359
 BP0359  STATE/COUNTY-  TX/BREWSTER
 BP0359  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0359
 BP0359                         *CURRENT SURVEY CONTROL
 BP0359  ___________________________________________________________________
 BP0359* NAD 83(1986)-  30 21 10.     (N)    103 40 28.     (W)     SCALED    
 BP0359* NAVD 88     -      1378.442  (meters)    4522.44   (feet)  ADJUSTED  
 BP0359  ___________________________________________________________________
 BP0359  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 BP0359  DYNAMIC HT  -        1376.207 (meters)    4515.11  (feet)  COMP
 BP0359  MODELED GRAV-     978,971.6   (mgal)                       NAVD 88
 BP0359
 BP0359  VERT ORDER  -  FIRST     CLASS I
 BP0359
 BP0359.The horizontal coordinates were scaled from a topographic map and have
 BP0359.an estimated accuracy of +/- 6 seconds.
 BP0359
 BP0359.The orthometric height was determined by differential leveling
 BP0359.and adjusted by the National Geodetic Survey in June 1991..
 BP0359
 BP0359.The geoid height was determined by GEOID03.
 BP0359
 BP0359.The dynamic height is computed by dividing the NAVD 88
 BP0359.geopotential number by the normal gravity value computed on the
 BP0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0359.degrees latitude (g = 980.6199 gals.).
 BP0359
 BP0359.The modeled gravity was interpolated from observed gravity values.
 BP0359
 BP0359;                    North         East    Units  Estimated Accuracy
 BP0359;SPC TXSC     - 4,288,220.      150,690.      MT  (+/- 180 meters Scaled)
 BP0359
 BP0359                          SUPERSEDED SURVEY CONTROL
 BP0359
 BP0359  NGVD 29 (??/??/92) 1377.988  (m)         4520.95   (f) ADJ UNCH    1 1
 BP0359
 BP0359.Superseded values are not recommended for survey control.
 BP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0359.See file dsdata.txt to determine how the superseded data were derived.
 BP0359
 BP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP273586(NAD 83)
 BP0359_MARKER: DB = BENCH MARK DISK
 BP0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0359_STAMPING: S 1103 1957
 BP0359_MARK LOGO: CGS   
 BP0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0359+STABILITY: SURFACE MOTION
 BP0359
 BP0359  HISTORY     - Date     Condition        Report By
 BP0359  HISTORY     - 1957     MONUMENTED       CGS
 BP0359  HISTORY     - 1977     GOOD             NGS
 BP0359  HISTORY     - 1981     GOOD             NGS
 BP0359
 BP0359                          STATION DESCRIPTION
 BP0359
 BP0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0359'0.8 MI SW FROM ALPINE.
 BP0359'ABOUT 0.8 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0359'THE STATION AT ALPINE, 49 FEET SOUTHEAST OF MILEPOST 608, 95 1/2 FEET
 BP0359'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 3 FEET NORTHWEST OF
 BP0359'THE SOUTHEAST RIGHT OF WAY FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 BP0359'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE
 BP0359'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BP0359
 BP0359                          STATION RECOVERY (1977)
 BP0359
 BP0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0359'RECOVERED IN GOOD CONDITION.
 BP0359
 BP0359                          STATION RECOVERY (1981)
 BP0359
 BP0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0359'RECOVERED IN GOOD CONDITION.  ADD=0.5 METERS (1.6 FT)
 BP0359'NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0093 ***********************************************************************
 BQ0093  DESIGNATION -  S 1104
 BQ0093  PID         -  BQ0093
 BQ0093  STATE/COUNTY-  TX/PRESIDIO
 BQ0093  USGS QUAD   -  BURRO DRAW (1983)
 BQ0093
 BQ0093                         *CURRENT SURVEY CONTROL
 BQ0093  ___________________________________________________________________
 BQ0093* NAD 83(1986)-  30 23 29.     (N)    104 15 01.     (W)     SCALED    
 BQ0093* NAVD 88     -      1492.309  (meters)    4896.02   (feet)  ADJUSTED  
 BQ0093  ___________________________________________________________________
 BQ0093  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BQ0093  DYNAMIC HT  -        1489.806 (meters)    4887.81  (feet)  COMP
 BQ0093  MODELED GRAV-     978,911.8   (mgal)                       NAVD 88
 BQ0093
 BQ0093  VERT ORDER  -  FIRST     CLASS II
 BQ0093
 BQ0093.The horizontal coordinates were scaled from a topographic map and have
 BQ0093.an estimated accuracy of +/- 6 seconds.
 BQ0093
 BQ0093.The orthometric height was determined by differential leveling
 BQ0093.and adjusted by the National Geodetic Survey in June 1991..
 BQ0093
 BQ0093.The geoid height was determined by GEOID03.
 BQ0093
 BQ0093.The dynamic height is computed by dividing the NAVD 88
 BQ0093.geopotential number by the normal gravity value computed on the
 BQ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0093.degrees latitude (g = 980.6199 gals.).
 BQ0093
 BQ0093.The modeled gravity was interpolated from observed gravity values.
 BQ0093
 BQ0093;                    North         East    Units  Estimated Accuracy
 BQ0093;SPC TXSC     - 4,294,840.       95,570.      MT  (+/- 180 meters Scaled)
 BQ0093
 BQ0093                          SUPERSEDED SURVEY CONTROL
 BQ0093
 BQ0093  NGVD 29 (??/??/92) 1491.681  (m)         4893.96   (f) ADJ UNCH    1 2
 BQ0093
 BQ0093.Superseded values are not recommended for survey control.
 BQ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0093.See file dsdata.txt to determine how the superseded data were derived.
 BQ0093
 BQ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP720623(NAD 83)
 BQ0093_MARKER: DB = BENCH MARK DISK
 BQ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0093_STAMPING: S 1104 1957
 BQ0093_MARK LOGO: CGS   
 BQ0093_PROJECTION: PROJECTING 17 CENTIMETERS
 BQ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0093+STABILITY: SURFACE MOTION
 BQ0093
 BQ0093  HISTORY     - Date     Condition        Report By
 BQ0093  HISTORY     - 1957     MONUMENTED       CGS
 BQ0093  HISTORY     - 1981     GOOD             NGS
 BQ0093  HISTORY     - 1990     GOOD             USPSQD
 BQ0093  HISTORY     - 19961009 GOOD             USPSQD
 BQ0093
 BQ0093                          STATION DESCRIPTION
 BQ0093
 BQ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0093'15.35 MI NW FROM MARFA.
 BQ0093'ABOUT 15.35 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS
 BQ0093'RAILROAD FROM THE STATION AT MARFA, 63 FEET NORTHWEST OF THE 1ST POLE
 BQ0093'NORTHWEST OF MILEPOST 648, 41 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 BQ0093'RAIL, 117 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 90, IN
 BQ0093'LINE WITH A ROW OF TELEPHONE POLES, 2 FEET NORTHEAST OF A WHITE WOODEN
 BQ0093'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BQ0093'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BQ0093
 BQ0093                          STATION RECOVERY (1981)
 BQ0093
 BQ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0093'24.6 KM (15.3 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0093'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 38.4 METERS (126.0
 BQ0093'FT) NORTHWEST OF RAILROAD MILE POST 648, 35.7 METERS (117.0 FT)
 BQ0093'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 12.7 METERS
 BQ0093'(41.5 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 BQ0093'RAILROAD.
 BQ0093'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0093'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0093
 BQ0093                          STATION RECOVERY (1990)
 BQ0093
 BQ0093'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0093'RECOVERED IN GOOD CONDITION.
 BQ0093
 BQ0093                          STATION RECOVERY (1996)
 BQ0093
 BQ0093'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0137 ***********************************************************************
 BP0137  DESIGNATION -  S 1105
 BP0137  PID         -  BP0137
 BP0137  STATE/COUNTY-  TX/PECOS
 BP0137  USGS QUAD   -  LONGFELLOW (1968)
 BP0137
 BP0137                         *CURRENT SURVEY CONTROL
 BP0137  ___________________________________________________________________
 BP0137* NAD 83(1986)-  30 09 46.     (N)    102 39 01.     (W)     SCALED    
 BP0137* NAVD 88     -      1035.177  (meters)    3396.24   (feet)  ADJUSTED  
 BP0137  ___________________________________________________________________
 BP0137  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BP0137  DYNAMIC HT  -        1033.540 (meters)    3390.87  (feet)  COMP
 BP0137  MODELED GRAV-     979,024.9   (mgal)                       NAVD 88
 BP0137
 BP0137  VERT ORDER  -  FIRST     CLASS II
 BP0137
 BP0137.The horizontal coordinates were scaled from a topographic map and have
 BP0137.an estimated accuracy of +/- 6 seconds.
 BP0137
 BP0137.The orthometric height was determined by differential leveling
 BP0137.and adjusted by the National Geodetic Survey in June 1991..
 BP0137
 BP0137.The geoid height was determined by GEOID03.
 BP0137
 BP0137.The dynamic height is computed by dividing the NAVD 88
 BP0137.geopotential number by the normal gravity value computed on the
 BP0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0137.degrees latitude (g = 980.6199 gals.).
 BP0137
 BP0137.The modeled gravity was interpolated from observed gravity values.
 BP0137
 BP0137;                    North         East    Units  Estimated Accuracy
 BP0137;SPC TX C     - 3,057,320.      476,830.      MT  (+/- 180 meters Scaled)
 BP0137
 BP0137                          SUPERSEDED SURVEY CONTROL
 BP0137
 BP0137  NGVD 29 (??/??/92) 1034.866  (m)         3395.22   (f) ADJ UNCH    1 2
 BP0137
 BP0137.Superseded values are not recommended for survey control.
 BP0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0137.See file dsdata.txt to determine how the superseded data were derived.
 BP0137
 BP0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP262391(NAD 83)
 BP0137_MARKER: DB = BENCH MARK DISK
 BP0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0137_STAMPING: S 1105 1957
 BP0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0137+STABILITY: SURFACE MOTION
 BP0137
 BP0137  HISTORY     - Date     Condition        Report By
 BP0137  HISTORY     - 1957     MONUMENTED       CGS
 BP0137  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0137
 BP0137                          STATION DESCRIPTION
 BP0137
 BP0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0137'0.8 MI W FROM LONGFELLOW.
 BP0137'ABOUT 0.8 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0137'SECTION FOREMANS HOUSE AT LONGFELLOW, 105 FEET NORTHEAST OF THE 1ST
 BP0137'POLE EAST OF MILEPOST 533, 25 FEET NORTH OF THE NORTH RAIL, 8 1/2
 BP0137'RAILS WEST OF A SHORT TRESTLE, 69 FEET SOUTH OF THE CENTER LINE OF U.
 BP0137'S. HIGHWAY 90, 56 FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 BP0137'TELEPHONE POLES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 BP0137'LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BP0137'INCHES.
 BP0137
 BP0137                          STATION RECOVERY (1981)
 BP0137
 BP0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0137'THIS MARK SHOULD BE CONSIDERED DESTROYED.  THE POST WAS FOUND ON TOP
 BP0137'OF THE GROUND, THE DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0057 ***********************************************************************
 BP0057  DESIGNATION -  S 1106
 BP0057  PID         -  BP0057
 BP0057  STATE/COUNTY-  TX/TERRELL
 BP0057  USGS QUAD   -  SANDERSON SE (1969)
 BP0057
 BP0057                         *CURRENT SURVEY CONTROL
 BP0057  ___________________________________________________________________
 BP0057* NAD 83(1986)-  30 05 58.     (N)    102 17 45.     (W)     SCALED    
 BP0057* NAVD 88     -       737.334  (meters)    2419.07   (feet)  ADJUSTED  
 BP0057  ___________________________________________________________________
 BP0057  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 BP0057  DYNAMIC HT  -         736.214 (meters)    2415.40  (feet)  COMP
 BP0057  MODELED GRAV-     979,099.4   (mgal)                       NAVD 88
 BP0057
 BP0057  VERT ORDER  -  FIRST     CLASS II
 BP0057
 BP0057.The horizontal coordinates were scaled from a topographic map and have
 BP0057.an estimated accuracy of +/- 6 seconds.
 BP0057
 BP0057.The orthometric height was determined by differential leveling
 BP0057.and adjusted by the National Geodetic Survey in June 1991..
 BP0057
 BP0057.The geoid height was determined by GEOID03.
 BP0057
 BP0057.The dynamic height is computed by dividing the NAVD 88
 BP0057.geopotential number by the normal gravity value computed on the
 BP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0057.degrees latitude (g = 980.6199 gals.).
 BP0057
 BP0057.The modeled gravity was interpolated from observed gravity values.
 BP0057
 BP0057;                    North         East    Units  Estimated Accuracy
 BP0057;SPC TXSC     - 4,255,630.      282,370.      MT  (+/- 180 meters Scaled)
 BP0057
 BP0057                          SUPERSEDED SURVEY CONTROL
 BP0057
 BP0057  NGVD 29 (??/??/92)  737.111  (m)         2418.34   (f) ADJ UNCH    1 2
 BP0057
 BP0057.Superseded values are not recommended for survey control.
 BP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0057.See file dsdata.txt to determine how the superseded data were derived.
 BP0057
 BP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP605328(NAD 83)
 BP0057_MARKER: DB = BENCH MARK DISK
 BP0057_SETTING: 66 = SET IN ROCK OUTCROP
 BP0057_SP_SET: ROCK OUTCROP
 BP0057_STAMPING: S 1106 1957
 BP0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0057+STABILITY: POSITION/ELEVATION WELL
 BP0057
 BP0057  HISTORY     - Date     Condition        Report By
 BP0057  HISTORY     - 1957     MONUMENTED       CGS
 BP0057  HISTORY     - 1958     GOOD             NGS
 BP0057  HISTORY     - 1967     MARK NOT FOUND   NGS
 BP0057
 BP0057                          STATION DESCRIPTION
 BP0057
 BP0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0057'9.65 MI SE FROM SANDERSON.
 BP0057'ABOUT 9.65 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0057'FROM THE STATION AT SANDERSON, 176 FEET NORTH OF THE 7TH POLE WEST OF
 BP0057'MILEPOST 497, IN THE TOP OF A SMALL ROCK OUTCROP PROJECTING 5 INCHES,
 BP0057'129 FEET NORTH OF THE NORTH RAIL, 5 RAILS WEST OF THE WEST END OF
 BP0057'TRESTLE NUMBER 497.20, 81 FEET NORTH OF THE NORTH RAILROAD RIGHT OF
 BP0057'WAY FENCE, ON THE SOUTHWEST BANK OF A RAVINE, AND ABOUT LEVEL WITH THE
 BP0057'TRACK.
 BP0057
 BP0057                          STATION RECOVERY (1967)
 BP0057
 BP0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BP0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0315 ***********************************************************************
 AZ0315  DESIGNATION -  S 1107
 AZ0315  PID         -  AZ0315
 AZ0315  STATE/COUNTY-  TX/TERRELL
 AZ0315  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0315
 AZ0315                         *CURRENT SURVEY CONTROL
 AZ0315  ___________________________________________________________________
 AZ0315* NAD 83(1986)-  29 59 50.     (N)    101 58 10.     (W)     SCALED    
 AZ0315* NAVD 88     -       548.211  (meters)    1798.59   (feet)  ADJUSTED  
 AZ0315  ___________________________________________________________________
 AZ0315  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AZ0315  DYNAMIC HT  -         547.394 (meters)    1795.91  (feet)  COMP
 AZ0315  MODELED GRAV-     979,136.5   (mgal)                       NAVD 88
 AZ0315
 AZ0315  VERT ORDER  -  FIRST     CLASS II
 AZ0315
 AZ0315.The horizontal coordinates were scaled from a topographic map and have
 AZ0315.an estimated accuracy of +/- 6 seconds.
 AZ0315
 AZ0315.The orthometric height was determined by differential leveling
 AZ0315.and adjusted by the National Geodetic Survey in June 1991..
 AZ0315
 AZ0315.The geoid height was determined by GEOID03.
 AZ0315
 AZ0315.The dynamic height is computed by dividing the NAVD 88
 AZ0315.geopotential number by the normal gravity value computed on the
 AZ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0315.degrees latitude (g = 980.6199 gals.).
 AZ0315
 AZ0315.The modeled gravity was interpolated from observed gravity values.
 AZ0315
 AZ0315;                    North         East    Units  Estimated Accuracy
 AZ0315;SPC TXSC     - 4,243,460.      313,530.      MT  (+/- 180 meters Scaled)
 AZ0315
 AZ0315                          SUPERSEDED SURVEY CONTROL
 AZ0315
 AZ0315  NGVD 29 (??/??/92)  548.041  (m)         1798.03   (f) ADJ UNCH    1 2
 AZ0315
 AZ0315.Superseded values are not recommended for survey control.
 AZ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0315.See file dsdata.txt to determine how the superseded data were derived.
 AZ0315
 AZ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU135221(NAD 83)
 AZ0315_MARKER: DB = BENCH MARK DISK
 AZ0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0315_SP_SET: CULVERT
 AZ0315_STAMPING: S 1107 1957
 AZ0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0315
 AZ0315  HISTORY     - Date     Condition        Report By
 AZ0315  HISTORY     - 1957     MONUMENTED       CGS
 AZ0315  HISTORY     - 1958     GOOD             NGS
 AZ0315
 AZ0315                          STATION DESCRIPTION
 AZ0315
 AZ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0315'11.05 MI SE FROM DRYDEN.
 AZ0315'ABOUT 11.05 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0315'FROM THE STATION AT DRYDEN, 2 POLES WEST OF MILEPOST 474, IN THE TOP
 AZ0315'OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A LARGE BOX CULVERT
 AZ0315'NUMBER 474.19, 4 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET BELOW
 AZ0315'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0228 ***********************************************************************
 BQ0228  DESIGNATION -  S 1108
 BQ0228  PID         -  BQ0228
 BQ0228  STATE/COUNTY-  TX/CULBERSON
 BQ0228  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0228
 BQ0228                         *CURRENT SURVEY CONTROL
 BQ0228  ___________________________________________________________________
 BQ0228* NAD 83(1986)-  30 57 03.     (N)    104 51 30.     (W)     SCALED    
 BQ0228* NAVD 88     -      1239.528  (meters)    4066.68   (feet)  ADJUSTED  
 BQ0228  ___________________________________________________________________
 BQ0228  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0228  DYNAMIC HT  -        1237.571 (meters)    4060.26  (feet)  COMP
 BQ0228  MODELED GRAV-     979,019.5   (mgal)                       NAVD 88
 BQ0228  OBS GRAVITY -     979,019.4   (mgal)                       GRAV_OBS
 BQ0228
 BQ0228  VERT ORDER  -  FIRST     CLASS II
 BQ0228
 BQ0228.The horizontal coordinates were scaled from a topographic map and have
 BQ0228.an estimated accuracy of +/- 6 seconds.
 BQ0228
 BQ0228.The orthometric height was determined by differential leveling
 BQ0228.and adjusted by the National Geodetic Survey in June 1991..
 BQ0228
 BQ0228.The geoid height was determined by GEOID03.
 BQ0228
 BQ0228.The dynamic height is computed by dividing the NAVD 88
 BQ0228.geopotential number by the normal gravity value computed on the
 BQ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0228.degrees latitude (g = 980.6199 gals.).
 BQ0228
 BQ0228.The modeled gravity was interpolated from observed gravity values.
 BQ0228.The observed gravity was obtained from relative gravimeter ties
 BQ0228.to the IGSN71 gravity network.
 BQ0228
 BQ0228;                    North         East    Units  Estimated Accuracy
 BQ0228;SPC TX C     - 3,151,150.      267,790.      MT  (+/- 180 meters Scaled)
 BQ0228
 BQ0228                          SUPERSEDED SURVEY CONTROL
 BQ0228
 BQ0228  NGVD 29 (??/??/92) 1239.013  (m)         4065.00   (f) ADJ UNCH    1 2
 BQ0228
 BQ0228.Superseded values are not recommended for survey control.
 BQ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0228.See file dsdata.txt to determine how the superseded data were derived.
 BQ0228
 BQ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ135241(NAD 83)
 BQ0228_MARKER: DB = BENCH MARK DISK
 BQ0228_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0228_SP_SET: ROCK OUTCROP
 BQ0228_STAMPING: S 1108 1957
 BQ0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0228+STABILITY: POSITION/ELEVATION WELL
 BQ0228
 BQ0228  HISTORY     - Date     Condition        Report By
 BQ0228  HISTORY     - 1957     MONUMENTED       CGS
 BQ0228
 BQ0228                          STATION DESCRIPTION
 BQ0228
 BQ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0228'6.4 MI NW FROM LOBO.
 BQ0228'ABOUT 6.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0228'FROM THE COUNTY ROAD CROSSING AT LOBO, 35 FEET NORTH OF MILEPOST 702,
 BQ0228'IN THE TOP OF A ROCK OUTCROP, 8 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 BQ0228'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0071 ***********************************************************************
 BQ0071  DESIGNATION -  S 1109 RESET 1958
 BQ0071  PID         -  BQ0071
 BQ0071  STATE/COUNTY-  TX/PRESIDIO
 BQ0071  USGS QUAD   -  RYAN (1983)
 BQ0071
 BQ0071                         *CURRENT SURVEY CONTROL
 BQ0071  ___________________________________________________________________
 BQ0071* NAD 83(1986)-  30 29 24.     (N)    104 22 27.     (W)     SCALED    
 BQ0071* NAVD 88     -      1421.386  (meters)    4663.33   (feet)  ADJUSTED  
 BQ0071  ___________________________________________________________________
 BQ0071  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BQ0071  DYNAMIC HT  -        1419.015 (meters)    4655.55  (feet)  COMP
 BQ0071  MODELED GRAV-     978,924.0   (mgal)                       NAVD 88
 BQ0071
 BQ0071  VERT ORDER  -  FIRST     CLASS II
 BQ0071
 BQ0071.The horizontal coordinates were scaled from a topographic map and have
 BQ0071.an estimated accuracy of +/- 6 seconds.
 BQ0071
 BQ0071.The orthometric height was determined by differential leveling
 BQ0071.and adjusted by the National Geodetic Survey in June 1991..
 BQ0071
 BQ0071.The geoid height was determined by GEOID03.
 BQ0071
 BQ0071.The dynamic height is computed by dividing the NAVD 88
 BQ0071.geopotential number by the normal gravity value computed on the
 BQ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0071.degrees latitude (g = 980.6199 gals.).
 BQ0071
 BQ0071.The modeled gravity was interpolated from observed gravity values.
 BQ0071
 BQ0071;                    North         East    Units  Estimated Accuracy
 BQ0071;SPC TXSC     - 4,306,300.       84,180.      MT  (+/- 180 meters Scaled)
 BQ0071
 BQ0071                          SUPERSEDED SURVEY CONTROL
 BQ0071
 BQ0071.No superseded survey control is available for this station.
 BQ0071
 BQ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP600732(NAD 83)
 BQ0071_MARKER: DB = BENCH MARK DISK
 BQ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0071_STAMPING: S 1109 RESET 1958
 BQ0071_MARK LOGO: CGS   
 BQ0071_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0071+STABILITY: SURFACE MOTION
 BQ0071
 BQ0071  HISTORY     - Date     Condition        Report By
 BQ0071  HISTORY     - 1958     MONUMENTED       CGS
 BQ0071  HISTORY     - 1981     GOOD             NGS
 BQ0071  HISTORY     - 19961009 GOOD             USPSQD
 BQ0071
 BQ0071                          STATION DESCRIPTION
 BQ0071
 BQ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0071'9.7 MI SE FROM VALENTINE.
 BQ0071'ABOUT 9.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0071'FROM THE STATION AT VALENTINE, 7 FEET NORTHWEST OF THE 2ND POLE
 BQ0071'NORTHWEST OF MILEPOST 658, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 BQ0071'115 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90, 2 1/2 RAILS
 BQ0071'SOUTHEAST OF A SMALL WOODEN BRIDGE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 BQ0071'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BQ0071'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0071
 BQ0071                          STATION RECOVERY (1981)
 BQ0071
 BQ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0071'16.3 KM (10.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0071'IN VALENTINE, AT A ROAD LEADING SOUTHWEST TO THE RYAN RANCH, 0.2 KM
 BQ0071'(0.1 MI) NORTHWEST OF RAILROAD MILE POST 658, 35.1 METERS (115.0 FT)
 BQ0071'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 33.8 METERS (111.0 FT)
 BQ0071'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A WOODEN RAILROAD BRIDGE,
 BQ0071'12.8 METERS (42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 BQ0071'PACIFIC RAILROAD, AND 0.6 METER (2.0 FT) SOUTHEAST OF A 4X4 INCH
 BQ0071'WOODEN WITNESS POST.
 BQ0071'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0071'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0071
 BQ0071                          STATION RECOVERY (1996)
 BQ0071
 BQ0071'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0521 ***********************************************************************
 CU0521  DESIGNATION -  S 111
 CU0521  PID         -  CU0521
 CU0521  STATE/COUNTY-  TX/HOWARD
 CU0521  USGS QUAD   -  FORSAN (1971)
 CU0521
 CU0521                         *CURRENT SURVEY CONTROL
 CU0521  ___________________________________________________________________
 CU0521* NAD 83(1986)-  32 02 43.     (N)    101 17 41.     (W)     SCALED    
 CU0521* NAVD 88     -       785.801  (meters)    2578.08   (feet)  ADJUSTED  
 CU0521  ___________________________________________________________________
 CU0521  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 CU0521  DYNAMIC HT  -         784.722 (meters)    2574.54  (feet)  COMP
 CU0521  MODELED GRAV-     979,240.4   (mgal)                       NAVD 88
 CU0521
 CU0521  VERT ORDER  -  FIRST     CLASS II
 CU0521
 CU0521.The horizontal coordinates were scaled from a topographic map and have
 CU0521.an estimated accuracy of +/- 6 seconds.
 CU0521
 CU0521.The orthometric height was determined by differential leveling
 CU0521.and adjusted by the National Geodetic Survey in June 1991..
 CU0521
 CU0521.The geoid height was determined by GEOID03.
 CU0521
 CU0521.The dynamic height is computed by dividing the NAVD 88
 CU0521.geopotential number by the normal gravity value computed on the
 CU0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0521.degrees latitude (g = 980.6199 gals.).
 CU0521
 CU0521.The modeled gravity was interpolated from observed gravity values.
 CU0521
 CU0521;                    North         East    Units  Estimated Accuracy
 CU0521;SPC TXNC     - 2,045,500.      336,070.      MT  (+/- 180 meters Scaled)
 CU0521
 CU0521                          SUPERSEDED SURVEY CONTROL
 CU0521
 CU0521  NGVD 29 (??/??/92)  785.555  (m)         2577.28   (f) ADJ UNCH    1 2
 CU0521
 CU0521.Superseded values are not recommended for survey control.
 CU0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0521.See file dsdata.txt to determine how the superseded data were derived.
 CU0521
 CU0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA833477(NAD 83)
 CU0521_MARKER: DB = BENCH MARK DISK
 CU0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0521_SP_SET: MONUMENT
 CU0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0521
 CU0521  HISTORY     - Date     Condition        Report By
 CU0521  HISTORY     - UNK      MONUMENTED       CGS
 CU0521  HISTORY     - 1933     GOOD             NGS
 CU0521  HISTORY     - 1935     GOOD             NGS
 CU0521
 CU0521                          STATION DESCRIPTION
 CU0521
 CU0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CU0521'24.1 MI SE FROM BIG SPRING.
 CU0521'24.1 MILES SOUTHEAST OF, 0.6 MILES WEST OF CURVE, ABOUT 300 FEET FROM
 CU0521'POINT WHERE TRANSMISSION LINE CROSSES HIGHWAY AND 31 FEET SOUTH OF
 CU0521'CENTERLINE.
 CU0521
 CU0521                          STATION RECOVERY (1935)
 CU0521
 CU0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CU0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0252 ***********************************************************************
 AZ0252  DESIGNATION -  S 1111
 AZ0252  PID         -  AZ0252
 AZ0252  STATE/COUNTY-  TX/VAL VERDE
 AZ0252  USGS QUAD   -  COMSTOCK (1972)
 AZ0252
 AZ0252                         *CURRENT SURVEY CONTROL
 AZ0252  ___________________________________________________________________
 AZ0252* NAD 83(1986)-  29 43 15.     (N)    101 14 31.     (W)     SCALED    
 AZ0252* NAVD 88     -       492.738  (meters)    1616.59   (feet)  ADJUSTED  
 AZ0252  ___________________________________________________________________
 AZ0252  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0252  DYNAMIC HT  -         492.017 (meters)    1614.23  (feet)  COMP
 AZ0252  MODELED GRAV-     979,163.7   (mgal)                       NAVD 88
 AZ0252
 AZ0252  VERT ORDER  -  FIRST     CLASS II
 AZ0252
 AZ0252.The horizontal coordinates were scaled from a topographic map and have
 AZ0252.an estimated accuracy of +/- 6 seconds.
 AZ0252
 AZ0252.The orthometric height was determined by differential leveling
 AZ0252.and adjusted by the National Geodetic Survey in June 1991..
 AZ0252
 AZ0252.The geoid height was determined by GEOID03.
 AZ0252
 AZ0252.The dynamic height is computed by dividing the NAVD 88
 AZ0252.geopotential number by the normal gravity value computed on the
 AZ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0252.degrees latitude (g = 980.6199 gals.).
 AZ0252
 AZ0252.The modeled gravity was interpolated from observed gravity values.
 AZ0252
 AZ0252;                    North         East    Units  Estimated Accuracy
 AZ0252;SPC TXSC     - 4,211,270.      383,120.      MT  (+/- 180 meters Scaled)
 AZ0252
 AZ0252                          SUPERSEDED SURVEY CONTROL
 AZ0252
 AZ0252  NGVD 29 (??/??/92)  492.620  (m)         1616.20   (f) ADJ UNCH    1 2
 AZ0252
 AZ0252.Superseded values are not recommended for survey control.
 AZ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0252.See file dsdata.txt to determine how the superseded data were derived.
 AZ0252
 AZ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT831899(NAD 83)
 AZ0252_MARKER: DB = BENCH MARK DISK
 AZ0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0252_SP_SET: CULVERT
 AZ0252_STAMPING: S 1111 1957
 AZ0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0252
 AZ0252  HISTORY     - Date     Condition        Report By
 AZ0252  HISTORY     - 1957     MONUMENTED       CGS
 AZ0252  HISTORY     - 1958     GOOD             NGS
 AZ0252  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0252
 AZ0252                          STATION DESCRIPTION
 AZ0252
 AZ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0252'5.35 MI NW FROM COMSTOCK.
 AZ0252'ABOUT 5.35 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0252'FROM THE STATION AT COMSTOCK, 34 FEET EAST OF THE 1ST POLE EAST OF
 AZ0252'MILEPOST 419, IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A
 AZ0252'5X6-FOOT CONCRETE CULVERT, 41 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 AZ0252'12 FEET BELOW THE LEVEL OF THE TRACK.
 AZ0252
 AZ0252                          STATION RECOVERY (1998)
 AZ0252
 AZ0252'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0287 ***********************************************************************
 AZ0287  DESIGNATION -  S 1112
 AZ0287  PID         -  AZ0287
 AZ0287  STATE/COUNTY-  TX/VAL VERDE
 AZ0287  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0287
 AZ0287                         *CURRENT SURVEY CONTROL
 AZ0287  ___________________________________________________________________
 AZ0287* NAD 83(1986)-  29 26 49.     (N)    101 03 21.     (W)     SCALED    
 AZ0287* NAVD 88     -       285.546  (meters)     936.83   (feet)  POSTED    
 AZ0287  ___________________________________________________________________
 AZ0287  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0287  DYNAMIC HT  -         285.130 (meters)     935.46  (feet)  COMP
 AZ0287  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 AZ0287
 AZ0287  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AZ0287
 AZ0287.The horizontal coordinates were scaled from a topographic map and have
 AZ0287.an estimated accuracy of +/- 6 seconds.
 AZ0287
 AZ0287.The orthometric height was determined by differential leveling
 AZ0287.and adjusted by the National Geodetic Survey in 1992..
 AZ0287.No vertical observational check was made to the station.
 AZ0287.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AZ0287.was located on a no-check spur therefore a value was not computed.
 AZ0287
 AZ0287.The geoid height was determined by GEOID03.
 AZ0287
 AZ0287.The dynamic height is computed by dividing the NAVD 88
 AZ0287.geopotential number by the normal gravity value computed on the
 AZ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0287.degrees latitude (g = 980.6199 gals.).
 AZ0287
 AZ0287.The modeled gravity was interpolated from observed gravity values.
 AZ0287
 AZ0287;                    North         East    Units  Estimated Accuracy
 AZ0287;SPC TXSC     - 4,180,580.      400,590.      MT  (+/- 180 meters Scaled)
 AZ0287
 AZ0287                          SUPERSEDED SURVEY CONTROL
 AZ0287
 AZ0287  NGVD 29 (??/??/92)  285.482  (m)          936.62   (f) ADJ UNCH    1 2
 AZ0287
 AZ0287.Superseded values are not recommended for survey control.
 AZ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0287.See file dsdata.txt to determine how the superseded data were derived.
 AZ0287
 AZ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT006592(NAD 83)
 AZ0287_MARKER: DB = BENCH MARK DISK
 AZ0287_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0287_SP_SET: CLIFF
 AZ0287_STAMPING: S 1112 1957
 AZ0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0287+STABILITY: POSITION/ELEVATION WELL
 AZ0287
 AZ0287  HISTORY     - Date     Condition        Report By
 AZ0287  HISTORY     - 1957     MONUMENTED       CGS
 AZ0287  HISTORY     - 1958     GOOD             NGS
 AZ0287  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0287
 AZ0287                          STATION DESCRIPTION
 AZ0287
 AZ0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0287'12.4 MI NW FROM DEL RIO.
 AZ0287'ABOUT 12.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0287'FROM THE STATION AT DEL RIO, 8 1/2 FEET SOUTHEAST OF MILEPOST 391, SET
 AZ0287'VERTICALLY IN THE WEST FACE OF A ROCK CLIFF, 14 1/2 FEET EAST OF THE
 AZ0287'EAST RAIL, 3 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL
 AZ0287'OF THE TRACK.  NOTE-- AREA UNDER WATER.
 AZ0287
 AZ0287                          STATION RECOVERY (1972)
 AZ0287
 AZ0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0351 ***********************************************************************
 AZ0351  DESIGNATION -  S 1113
 AZ0351  PID         -  AZ0351
 AZ0351  STATE/COUNTY-  TX/VAL VERDE
 AZ0351  USGS QUAD   -  PUMPVILLE (1980)
 AZ0351
 AZ0351                         *CURRENT SURVEY CONTROL
 AZ0351  ___________________________________________________________________
 AZ0351* NAD 83(1986)-  29 54 34.     (N)    101 40 57.     (W)     SCALED    
 AZ0351* NAVD 88     -       512.000  (meters)    1679.79   (feet)  ADJUSTED  
 AZ0351  ___________________________________________________________________
 AZ0351  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AZ0351  DYNAMIC HT  -         511.233 (meters)    1677.27  (feet)  COMP
 AZ0351  MODELED GRAV-     979,128.4   (mgal)                       NAVD 88
 AZ0351
 AZ0351  VERT ORDER  -  FIRST     CLASS II
 AZ0351
 AZ0351.The horizontal coordinates were scaled from a topographic map and have
 AZ0351.an estimated accuracy of +/- 6 seconds.
 AZ0351
 AZ0351.The orthometric height was determined by differential leveling
 AZ0351.and adjusted by the National Geodetic Survey in June 1991..
 AZ0351
 AZ0351.The geoid height was determined by GEOID03.
 AZ0351
 AZ0351.The dynamic height is computed by dividing the NAVD 88
 AZ0351.geopotential number by the normal gravity value computed on the
 AZ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0351.degrees latitude (g = 980.6199 gals.).
 AZ0351
 AZ0351.The modeled gravity was interpolated from observed gravity values.
 AZ0351
 AZ0351;                    North         East    Units  Estimated Accuracy
 AZ0351;SPC TXSC     - 4,233,060.      340,990.      MT  (+/- 180 meters Scaled)
 AZ0351
 AZ0351                          SUPERSEDED SURVEY CONTROL
 AZ0351
 AZ0351  NGVD 29 (??/??/92)  511.854  (m)         1679.31   (f) ADJ UNCH    1 2
 AZ0351
 AZ0351.Superseded values are not recommended for survey control.
 AZ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0351.See file dsdata.txt to determine how the superseded data were derived.
 AZ0351
 AZ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU409117(NAD 83)
 AZ0351_MARKER: DB = BENCH MARK DISK
 AZ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0351_STAMPING: S 1113 1957
 AZ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0351+STABILITY: SURFACE MOTION
 AZ0351
 AZ0351  HISTORY     - Date     Condition        Report By
 AZ0351  HISTORY     - 1957     MONUMENTED       CGS
 AZ0351  HISTORY     - 1958     GOOD             NGS
 AZ0351  HISTORY     - 20010601 GOOD             USPSQD
 AZ0351
 AZ0351                          STATION DESCRIPTION
 AZ0351
 AZ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0351'9.75 MI NW FROM LANGTRY.
 AZ0351'ABOUT 9.75 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0351'FROM THE STATION AT LANGTRY, 11 POLES SOUTHEAST OF MILEPOST 453, 37
 AZ0351'FEET NORTHEAST OF THE NORTHEAST RAIL, 14 1/2 RAILS SOUTHEAST OF THE
 AZ0351'CENTER OF A PRIVATE ROAD CROSSING, 60 FEET SOUTHWEST OF A FENCE, 32
 AZ0351'FEET SOUTH OF A TELEPHONE POLE, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 AZ0351'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 AZ0351
 AZ0351                          STATION RECOVERY (2001)
 AZ0351
 AZ0351'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0437 ***********************************************************************
 BP0437  DESIGNATION -  S 1114
 BP0437  PID         -  BP0437
 BP0437  STATE/COUNTY-  TX/JEFF DAVIS
 BP0437  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0437
 BP0437                         *CURRENT SURVEY CONTROL
 BP0437  ___________________________________________________________________
 BP0437* NAD 83(1986)-  30 32 12.     (N)    103 47 48.     (W)     SCALED    
 BP0437* NAVD 88     -      1441.851  (meters)    4730.47   (feet)  ADJUSTED  
 BP0437  ___________________________________________________________________
 BP0437  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 BP0437  DYNAMIC HT  -        1439.519 (meters)    4722.82  (feet)  COMP
 BP0437  MODELED GRAV-     978,972.6   (mgal)                       NAVD 88
 BP0437  OBS GRAVITY -     978,973.0   (mgal)                       GRAV_OBS
 BP0437
 BP0437  VERT ORDER  -  FIRST     CLASS I
 BP0437
 BP0437.The horizontal coordinates were scaled from a topographic map and have
 BP0437.an estimated accuracy of +/- 6 seconds.
 BP0437
 BP0437.The orthometric height was determined by differential leveling
 BP0437.and adjusted by the National Geodetic Survey in June 1991..
 BP0437
 BP0437.The geoid height was determined by GEOID03.
 BP0437
 BP0437.The dynamic height is computed by dividing the NAVD 88
 BP0437.geopotential number by the normal gravity value computed on the
 BP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0437.degrees latitude (g = 980.6199 gals.).
 BP0437
 BP0437.The modeled gravity was interpolated from observed gravity values.
 BP0437.The observed gravity was obtained from relative gravimeter ties
 BP0437.to the IGSN71 gravity network.
 BP0437
 BP0437;                    North         East    Units  Estimated Accuracy
 BP0437;SPC TX C     - 3,101,620.      367,730.      MT  (+/- 180 meters Scaled)
 BP0437
 BP0437                          SUPERSEDED SURVEY CONTROL
 BP0437
 BP0437  NGVD 29 (??/??/92) 1441.355  (m)         4728.85   (f) ADJ UNCH    1 1
 BP0437
 BP0437.Superseded values are not recommended for survey control.
 BP0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0437.See file dsdata.txt to determine how the superseded data were derived.
 BP0437
 BP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP154788(NAD 83)
 BP0437_MARKER: DB = BENCH MARK DISK
 BP0437_SETTING: 66 = SET IN ROCK OUTCROP
 BP0437_SP_SET: ROCK OUTCROP
 BP0437_STAMPING: S 1114 1958
 BP0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0437+STABILITY: POSITION/ELEVATION WELL
 BP0437
 BP0437  HISTORY     - Date     Condition        Report By
 BP0437  HISTORY     - 1958     MONUMENTED       CGS
 BP0437  HISTORY     - 1977     GOOD             NGS
 BP0437  HISTORY     - 1988     GOOD             USPSQD
 BP0437  HISTORY     - 1989     GOOD             USPSQD
 BP0437  HISTORY     - 19961007 GOOD             USPSQD
 BP0437  HISTORY     - 20030322 GOOD             USPSQD
 BP0437
 BP0437                          STATION DESCRIPTION
 BP0437
 BP0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0437'8.35 MI SE FROM FORT DAVIS.
 BP0437'ABOUT 8.35 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0437'COURTHOUSE AT FORT DAVIS, IN THE TOP OF THE SOUTHWEST END OF A ROCK
 BP0437'OUTCROP, 96 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ON THE CREST
 BP0437'OF A LONG HILL, 163 FEET SOUTH-SOUTHEAST OF A POWER POLE, 46 FEET
 BP0437'NORTH OF A FENCE, 2 FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE
 BP0437'LEVEL OF THE HIGHWAY.
 BP0437
 BP0437                          STATION RECOVERY (1977)
 BP0437
 BP0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0437'RECOVERED IN GOOD CONDITION.
 BP0437
 BP0437                          STATION RECOVERY (1988)
 BP0437
 BP0437'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0437'RECOVERED IN GOOD CONDITION.
 BP0437
 BP0437                          STATION RECOVERY (1989)
 BP0437
 BP0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0437'RECOVERED IN GOOD CONDITION.
 BP0437
 BP0437                          STATION RECOVERY (1996)
 BP0437
 BP0437'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0437'RECOVERED IN GOOD CONDITION.
 BP0437
 BP0437                          STATION RECOVERY (2003)
 BP0437
 BP0437'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0479 ***********************************************************************
 BP0479  DESIGNATION -  S 1115
 BP0479  PID         -  BP0479
 BP0479  STATE/COUNTY-  TX/JEFF DAVIS
 BP0479  USGS QUAD   -  BARRILLA MOUNTAINS WEST (1980)
 BP0479
 BP0479                         *CURRENT SURVEY CONTROL
 BP0479  ___________________________________________________________________
 BP0479* NAD 83(1986)-  30 47 35.     (N)    103 44 28.     (W)     SCALED    
 BP0479* NAVD 88     -      1257.783  (meters)    4126.58   (feet)  POSTED    
 BP0479  ___________________________________________________________________
 BP0479  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BP0479  DYNAMIC HT  -        1255.790 (meters)    4120.04  (feet)  COMP
 BP0479  MODELED GRAV-     979,013.9   (mgal)                       NAVD 88
 BP0479
 BP0479  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0479
 BP0479.The horizontal coordinates were scaled from a topographic map and have
 BP0479.an estimated accuracy of +/- 6 seconds.
 BP0479
 BP0479.The orthometric height was determined by differential leveling
 BP0479.and adjusted by the National Geodetic Survey in 1992..
 BP0479.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0479.rate of 2.1 thru 3.0 mm/km.
 BP0479
 BP0479.The geoid height was determined by GEOID03.
 BP0479
 BP0479.The dynamic height is computed by dividing the NAVD 88
 BP0479.geopotential number by the normal gravity value computed on the
 BP0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0479.degrees latitude (g = 980.6199 gals.).
 BP0479
 BP0479.The modeled gravity was interpolated from observed gravity values.
 BP0479
 BP0479;                    North         East    Units  Estimated Accuracy
 BP0479;SPC TX C     - 3,129,860.      373,930.      MT  (+/- 180 meters Scaled)
 BP0479
 BP0479                          SUPERSEDED SURVEY CONTROL
 BP0479
 BP0479  NGVD 29 (??/??/92) 1257.347  (m)         4125.15   (f) ADJ UNCH    2 0
 BP0479
 BP0479.Superseded values are not recommended for survey control.
 BP0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0479.See file dsdata.txt to determine how the superseded data were derived.
 BP0479
 BP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ204073(NAD 83)
 BP0479_MARKER: DB = BENCH MARK DISK
 BP0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0479_STAMPING: S 1115 1958
 BP0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0479+STABILITY: SURFACE MOTION
 BP0479
 BP0479  HISTORY     - Date     Condition        Report By
 BP0479  HISTORY     - 1958     MONUMENTED       CGS
 BP0479  HISTORY     - 1989     GOOD             USPSQD
 BP0479  HISTORY     - 19961011 GOOD             USPSQD
 BP0479
 BP0479                          STATION DESCRIPTION
 BP0479
 BP0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0479'12.2 MI S FROM TOYAHVALE.
 BP0479'ABOUT 12.2 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0479'TOYAHVALE, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.1
 BP0479'MILE NORTHWEST OF A LARGE CULVERT, 119 FEET SOUTHEAST OF THE SOUTHEAST
 BP0479'END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT, 2 1/2 FEET
 BP0479'NORTHEAST OF A FENCE, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BP0479'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BP0479
 BP0479                          STATION RECOVERY (1989)
 BP0479
 BP0479'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0479'RECOVERED IN GOOD CONDITION.
 BP0479
 BP0479                          STATION RECOVERY (1996)
 BP0479
 BP0479'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0370 ***********************************************************************
 BO0370  DESIGNATION -  S 1116
 BO0370  PID         -  BO0370
 BO0370  STATE/COUNTY-  TX/TERRELL
 BO0370  USGS QUAD   -  HORSEHEAD CANYON (1967)
 BO0370
 BO0370                         *CURRENT SURVEY CONTROL
 BO0370  ___________________________________________________________________
 BO0370* NAD 83(1986)-  30 36 36.     (N)    101 55 24.     (W)     SCALED    
 BO0370* NAVD 88     -       815.143  (meters)    2674.35   (feet)  ADJUSTED  
 BO0370  ___________________________________________________________________
 BO0370  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BO0370  DYNAMIC HT  -         813.928 (meters)    2670.36  (feet)  COMP
 BO0370  MODELED GRAV-     979,124.0   (mgal)                       NAVD 88
 BO0370
 BO0370  VERT ORDER  -  SECOND    CLASS 0
 BO0370
 BO0370.The horizontal coordinates were scaled from a topographic map and have
 BO0370.an estimated accuracy of +/- 6 seconds.
 BO0370
 BO0370.The orthometric height was determined by differential leveling
 BO0370.and adjusted by the National Geodetic Survey in June 1991..
 BO0370
 BO0370.The geoid height was determined by GEOID03.
 BO0370
 BO0370.The dynamic height is computed by dividing the NAVD 88
 BO0370.geopotential number by the normal gravity value computed on the
 BO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0370.degrees latitude (g = 980.6199 gals.).
 BO0370
 BO0370.The modeled gravity was interpolated from observed gravity values.
 BO0370
 BO0370;                    North         East    Units  Estimated Accuracy
 BO0370;SPC TXSC     - 4,311,260.      319,680.      MT  (+/- 180 meters Scaled)
 BO0370
 BO0370                          SUPERSEDED SURVEY CONTROL
 BO0370
 BO0370  NGVD 29 (??/??/92)  814.898  (m)         2673.54   (f) ADJ UNCH    2 0
 BO0370
 BO0370.Superseded values are not recommended for survey control.
 BO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0370.See file dsdata.txt to determine how the superseded data were derived.
 BO0370
 BO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU197900(NAD 83)
 BO0370_MARKER: DB = BENCH MARK DISK
 BO0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0370_STAMPING: S 1116 1958
 BO0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0370+STABILITY: SURFACE MOTION
 BO0370
 BO0370  HISTORY     - Date     Condition        Report By
 BO0370  HISTORY     - 1958     MONUMENTED       CGS
 BO0370
 BO0370                          STATION DESCRIPTION
 BO0370
 BO0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0370'9.85 MI SW FROM SHEFFIELD.
 BO0370'ABOUT 9.85 MILES SOUTHWEST ALONG STATE HIGHWAY 349 FROM THE POST
 BO0370'OFFICE AT SHEFFIELD, 142 FEET NORTHEAST OF THE CENTER LINE OF THE
 BO0370'HIGHWAY, ABOUT 0.25 MILE NORTHWEST OF A CATTLE GUARD, AT THE SOUTHWEST
 BO0370'SIDE OF A SMALL BASIN, 27 FEET WEST OF THE CENTER LINE OF A TRACK
 BO0370'ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 BO0370'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0435 ***********************************************************************
 CD0435  DESIGNATION -  S 1117
 CD0435  PID         -  CD0435
 CD0435  STATE/COUNTY-  TX/HUDSPETH
 CD0435  USGS QUAD   -  SALT FLAT (1984)
 CD0435
 CD0435                         *CURRENT SURVEY CONTROL
 CD0435  ___________________________________________________________________
 CD0435* NAD 83(1986)-  31 44 54.     (N)    105 02 08.     (W)     SCALED    
 CD0435* NAVD 88     -      1104.161  (meters)    3622.57   (feet)  ADJUSTED  
 CD0435  ___________________________________________________________________
 CD0435  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CD0435  DYNAMIC HT  -        1102.513 (meters)    3617.16  (feet)  COMP
 CD0435  MODELED GRAV-     979,109.9   (mgal)                       NAVD 88
 CD0435
 CD0435  VERT ORDER  -  FIRST     CLASS I
 CD0435
 CD0435.The horizontal coordinates were scaled from a topographic map and have
 CD0435.an estimated accuracy of +/- 6 seconds.
 CD0435
 CD0435.The orthometric height was determined by differential leveling
 CD0435.and adjusted by the National Geodetic Survey in June 1991..
 CD0435
 CD0435.The geoid height was determined by GEOID03.
 CD0435
 CD0435.The dynamic height is computed by dividing the NAVD 88
 CD0435.geopotential number by the normal gravity value computed on the
 CD0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0435.degrees latitude (g = 980.6199 gals.).
 CD0435
 CD0435.The modeled gravity was interpolated from observed gravity values.
 CD0435
 CD0435;                    North         East    Units  Estimated Accuracy
 CD0435;SPC TX C     - 3,240,190.      254,610.      MT  (+/- 180 meters Scaled)
 CD0435
 CD0435                          SUPERSEDED SURVEY CONTROL
 CD0435
 CD0435  NGVD 29 (??/??/92) 1103.639  (m)         3620.86   (f) ADJ UNCH    1 1
 CD0435
 CD0435.Superseded values are not recommended for survey control.
 CD0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0435.See file dsdata.txt to determine how the superseded data were derived.
 CD0435
 CD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR966125(NAD 83)
 CD0435_MARKER: DB = BENCH MARK DISK
 CD0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0435_STAMPING: S 1117 1958
 CD0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0435+STABILITY: SURFACE MOTION
 CD0435
 CD0435  HISTORY     - Date     Condition        Report By
 CD0435  HISTORY     - 1958     MONUMENTED       CGS
 CD0435  HISTORY     - 1976     GOOD             NGS
 CD0435  HISTORY     - 1977     GOOD             NGS
 CD0435
 CD0435                          STATION DESCRIPTION
 CD0435
 CD0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0435'82.2 MI E FROM EL PASO.
 CD0435'ABOUT 82.2 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0435'OF LOOP 16 AT EL PASO, 104 FEET SOUTH OF THE CENTER LINE OF THE
 CD0435'HIGHWAY, 29 FEET SOUTH OF TELEPHONE POLE NUMBER 82-22, 2 FEET NORTH OF
 CD0435'A FENCE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 3 FEET BELOW
 CD0435'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 CD0435'5 INCHES.
 CD0435
 CD0435                          STATION RECOVERY (1976)
 CD0435
 CD0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0435'RECOVERED IN GOOD CONDITION.
 CD0435
 CD0435                          STATION RECOVERY (1977)
 CD0435
 CD0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0435'20.75 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0435'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 3.35 MILE EAST OF THE
 CD0435'SALT FLAT POST OFFICE, 1.4 FT. SOUTH OF THE CENTER LINE OF THE
 CD0435'HIGHWAY, 29 FT. SOUTH-SOUTHEAST OF TELEPHONE NUMMBER 82-22,
 CD0435'2 FT. NORTH OF A RIGHT WAY FENCE, WITNESS POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0471 ***********************************************************************
 CD0471  DESIGNATION -  S 1119
 CD0471  PID         -  CD0471
 CD0471  STATE/COUNTY-  TX/HUDSPETH
 CD0471  USGS QUAD   -  DELL CITY (1984)
 CD0471
 CD0471                         *CURRENT SURVEY CONTROL
 CD0471  ___________________________________________________________________
 CD0471* NAD 83(1986)-  31 52 51.     (N)    105 13 27.     (W)     SCALED    
 CD0471* NAVD 88     -      1145.004  (meters)    3756.57   (feet)  POSTED    
 CD0471  ___________________________________________________________________
 CD0471  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0471  DYNAMIC HT  -        1143.320 (meters)    3751.04  (feet)  COMP
 CD0471  MODELED GRAV-     979,125.4   (mgal)                       NAVD 88
 CD0471
 CD0471  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CD0471
 CD0471.The horizontal coordinates were scaled from a topographic map and have
 CD0471.an estimated accuracy of +/- 6 seconds.
 CD0471
 CD0471.The orthometric height was determined by differential leveling
 CD0471.and adjusted by the National Geodetic Survey in 1992..
 CD0471.No vertical observational check was made to the station.
 CD0471.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CD0471.was located on a no-check spur therefore a value was not computed.
 CD0471
 CD0471.The geoid height was determined by GEOID03.
 CD0471
 CD0471.The dynamic height is computed by dividing the NAVD 88
 CD0471.geopotential number by the normal gravity value computed on the
 CD0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0471.degrees latitude (g = 980.6199 gals.).
 CD0471
 CD0471.The modeled gravity was interpolated from observed gravity values.
 CD0471
 CD0471;                    North         East    Units  Estimated Accuracy
 CD0471;SPC TX C     - 3,255,630.      237,400.      MT  (+/- 180 meters Scaled)
 CD0471
 CD0471                          SUPERSEDED SURVEY CONTROL
 CD0471
 CD0471  NGVD 29 (??/??/92) 1144.503  (m)         3754.92   (f) ADJ UNCH    2 0
 CD0471
 CD0471.Superseded values are not recommended for survey control.
 CD0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0471.See file dsdata.txt to determine how the superseded data were derived.
 CD0471
 CD0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR787272(NAD 83)
 CD0471_MARKER: DB = BENCH MARK DISK
 CD0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0471_STAMPING: S 1119 1958
 CD0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0471+STABILITY: SURFACE MOTION
 CD0471
 CD0471  HISTORY     - Date     Condition        Report By
 CD0471  HISTORY     - 1958     MONUMENTED       CGS
 CD0471  HISTORY     - 1980     MARK NOT FOUND   USGS
 CD0471
 CD0471                          STATION DESCRIPTION
 CD0471
 CD0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0471'5.95 MI SW FROM DELL CITY.
 CD0471'ABOUT 4.35 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0471'DELL CITY, THENCE 1.35 MILES WEST ALONG A DIRT ROAD TO THE LYNCH
 CD0471'RANCH, THENCE 0.25 MILE NORTH ACROSS A PLOWED FIELD TO THE EAST END OF
 CD0471'THE LYNCH RANCH AIRPORT RUNWAY, ABOUT 0.55 MILE EAST OF THE RANCH
 CD0471'HEADQUARTERS, 56 FEET SOUTH OF THE CENTER LINE OF THE RUNWAY, AT THE
 CD0471'SOUTH EDGE AND LEVEL WITH THE RUNWAY, 2 FEET WEST OF A WHITE WOODEN
 CD0471'WITNESS POST, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CD0471
 CD0471                          STATION RECOVERY (1980)
 CD0471
 CD0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CD0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0063 ***********************************************************************
 CU0063  DESIGNATION -  S 112
 CU0063  PID         -  CU0063
 CU0063  STATE/COUNTY-  TX/JONES
 CU0063  USGS QUAD   -  HAMLIN NW (1965)
 CU0063
 CU0063                         *CURRENT SURVEY CONTROL
 CU0063  ___________________________________________________________________
 CU0063* NAD 83(1986)-  32 52 53.     (N)    100 07 41.     (W)     SCALED    
 CU0063* NAVD 88     -       525.382  (meters)    1723.69   (feet)  ADJUSTED  
 CU0063  ___________________________________________________________________
 CU0063  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CU0063  DYNAMIC HT  -         524.707 (meters)    1721.48  (feet)  COMP
 CU0063  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 CU0063
 CU0063  VERT ORDER  -  FIRST     CLASS II
 CU0063
 CU0063.The horizontal coordinates were scaled from a topographic map and have
 CU0063.an estimated accuracy of +/- 6 seconds.
 CU0063
 CU0063.The orthometric height was determined by differential leveling
 CU0063.and adjusted by the National Geodetic Survey in June 1991..
 CU0063
 CU0063.The geoid height was determined by GEOID03.
 CU0063
 CU0063.The dynamic height is computed by dividing the NAVD 88
 CU0063.geopotential number by the normal gravity value computed on the
 CU0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0063.degrees latitude (g = 980.6199 gals.).
 CU0063
 CU0063.The modeled gravity was interpolated from observed gravity values.
 CU0063
 CU0063;                    North         East    Units  Estimated Accuracy
 CU0063;SPC TXNC     - 2,135,880.      447,680.      MT  (+/- 180 meters Scaled)
 CU0063
 CU0063                          SUPERSEDED SURVEY CONTROL
 CU0063
 CU0063  NGVD 29 (??/??/92)  525.189  (m)         1723.06   (f) ADJ UNCH    1 2
 CU0063
 CU0063.Superseded values are not recommended for survey control.
 CU0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0063.See file dsdata.txt to determine how the superseded data were derived.
 CU0063
 CU0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB944387(NAD 83)
 CU0063_MARKER: DB = BENCH MARK DISK
 CU0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0063_SP_SET: STEP
 CU0063_STAMPING: 1723.058 S 112 1933
 CU0063_MARK LOGO: CGS   
 CU0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0063
 CU0063  HISTORY     - Date     Condition        Report By
 CU0063  HISTORY     - 1933     MONUMENTED       CGS
 CU0063  HISTORY     - 1958     GOOD             NGS
 CU0063  HISTORY     - 19770404 GOOD             NGS
 CU0063
 CU0063                          STATION DESCRIPTION
 CU0063
 CU0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0063'IN HAMLIN.
 CU0063'AT HAMLIN, JONES COUNTY, AT THE EAST ENTRANCE TO THE HIGH SCHOOL, AND
 CU0063'IN THE SOUTH END OF THE SECOND STONE STEP.  A STANDARD DISK, STAMPED
 CU0063'1723.058 S 112 1933.
 CU0063
 CU0063                          STATION RECOVERY (1977)
 CU0063
 CU0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CU0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1191 ***********************************************************************
 CU1191  DESIGNATION -  S 112 RESET
 CU1191  PID         -  CU1191
 CU1191  STATE/COUNTY-  TX/JONES
 CU1191  USGS QUAD   -  HAMLIN NW (1965)
 CU1191
 CU1191                         *CURRENT SURVEY CONTROL
 CU1191  ___________________________________________________________________
 CU1191* NAD 83(1986)-  32 52 53.     (N)    100 07 41.     (W)     SCALED    
 CU1191* NAVD 88     -       525.10   (meters)    1722.8    (feet)  RESET     
 CU1191  ___________________________________________________________________
 CU1191  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CU1191
 CU1191  VERT ORDER  -  THIRD
 CU1191
 CU1191.The horizontal coordinates were scaled from a topographic map and have
 CU1191.an estimated accuracy of +/- 6 seconds.
 CU1191
 CU1191.The orthometric height was computed from unverified reset data.
 CU1191.No vertical observational check was made to the station.
 CU1191
 CU1191.The geoid height was determined by GEOID03.
 CU1191
 CU1191;                    North         East    Units  Estimated Accuracy
 CU1191;SPC TXNC     - 2,135,880.      447,680.      MT  (+/- 180 meters Scaled)
 CU1191
 CU1191                          SUPERSEDED SURVEY CONTROL
 CU1191
 CU1191  NGVD 29 (01/29/03)  524.91   (m)         1722.1    (f) RESET       3  
 CU1191
 CU1191.Superseded values are not recommended for survey control.
 CU1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1191.See file dsdata.txt to determine how the superseded data were derived.
 CU1191
 CU1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB944387(NAD 83)
 CU1191_MARKER: DB = BENCH MARK DISK
 CU1191_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CU1191+WITH SETTING: PAVEMENT
 CU1191_SP_SET: FLOOD LIGHT BASE
 CU1191_STAMPING: S 112 RESET 1977
 CU1191_MARK LOGO: NGS   
 CU1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU1191+STABILITY: SURFACE MOTION
 CU1191
 CU1191  HISTORY     - Date     Condition        Report By
 CU1191  HISTORY     - 1977     MONUMENTED       NGS
 CU1191
 CU1191                          STATION DESCRIPTION
 CU1191
 CU1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CU1191'IN HAMLIN, AT THE HAMLIN SCHOOL TENNIS COURT, WHICH IS EAST OF HAMLIN
 CU1191'HIGH SCHOOL ADMINISTRATION OFFICE,IN THE BASE OF THE SOUTHEAST 1 OF 4
 CU1191'FLOOD LIGHTS OF TENNIS COURT, 88.6 FT (27.0 M) SOUTH OF DOOR, SOUTH
 CU1191'ENTRANCE TO SCHOOL, 71.6 FT (21.8 M) SOUTH OF SOUTHEAST CORNER OF
 CU1191'SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0150 ***********************************************************************
 CV0150  DESIGNATION -  S 1120
 CV0150  PID         -  CV0150
 CV0150  STATE/COUNTY-  TX/ANDREWS
 CV0150  USGS QUAD   -  SAND RANCH (1971)
 CV0150
 CV0150                         *CURRENT SURVEY CONTROL
 CV0150  ___________________________________________________________________
 CV0150* NAD 83(1986)-  32 09 41.     (N)    102 47 47.     (W)     SCALED    
 CV0150* NAVD 88     -      1016.922  (meters)    3336.35   (feet)  ADJUSTED  
 CV0150  ___________________________________________________________________
 CV0150  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CV0150  DYNAMIC HT  -        1015.509 (meters)    3331.72  (feet)  COMP
 CV0150  MODELED GRAV-     979,215.1   (mgal)                       NAVD 88
 CV0150
 CV0150  VERT ORDER  -  SECOND    CLASS 0
 CV0150
 CV0150.The horizontal coordinates were scaled from a topographic map and have
 CV0150.an estimated accuracy of +/- 6 seconds.
 CV0150
 CV0150.The orthometric height was determined by differential leveling
 CV0150.and adjusted by the National Geodetic Survey in June 1991..
 CV0150
 CV0150.The geoid height was determined by GEOID03.
 CV0150
 CV0150.The dynamic height is computed by dividing the NAVD 88
 CV0150.geopotential number by the normal gravity value computed on the
 CV0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0150.degrees latitude (g = 980.6199 gals.).
 CV0150
 CV0150.The modeled gravity was interpolated from observed gravity values.
 CV0150
 CV0150;                    North         East    Units  Estimated Accuracy
 CV0150;SPC TXNC     - 2,063,150.      194,850.      MT  (+/- 180 meters Scaled)
 CV0150
 CV0150                          SUPERSEDED SURVEY CONTROL
 CV0150
 CV0150  NGVD 29 (??/??/92) 1016.507  (m)         3334.99   (f) ADJ UNCH    2 0
 CV0150
 CV0150.Superseded values are not recommended for survey control.
 CV0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0150.See file dsdata.txt to determine how the superseded data were derived.
 CV0150
 CV0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR078604(NAD 83)
 CV0150_MARKER: DB = BENCH MARK DISK
 CV0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0150_STAMPING: S 1120 1958
 CV0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0150+STABILITY: SURFACE MOTION
 CV0150
 CV0150  HISTORY     - Date     Condition        Report By
 CV0150  HISTORY     - 1958     MONUMENTED       CGS
 CV0150
 CV0150                          STATION DESCRIPTION
 CV0150
 CV0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0150'18.5 MI SW FROM ANDREWS.
 CV0150'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0150'COURTHOUSE AT ANDREWS, THENCE 18.4 MILES SOUTHWEST ALONG STATE HIGHWAY
 CV0150'115, 59 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH
 CV0150'A ROW OF TELEPHONE POLES, 71 FEET NORTHEAST OF A TELEPHONE POLE, 22
 CV0150'FEET NORTHEAST OF THE CENTER OF A WOODEN GATE, 5 FEET EAST OF A CORNER
 CV0150'POST, 2 FEET SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 2 FEET
 CV0150'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 CV0150'OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0071 ***********************************************************************
 CV0071  DESIGNATION -  S 1125
 CV0071  PID         -  CV0071
 CV0071  STATE/COUNTY-  TX/ANDREWS
 CV0071  USGS QUAD   -  FIVE WELLS RANCH SW (1971)
 CV0071
 CV0071                         *CURRENT SURVEY CONTROL
 CV0071  ___________________________________________________________________
 CV0071* NAD 83(1986)-  32 19 32.     (N)    102 23 49.     (W)     SCALED    
 CV0071* NAVD 88     -       933.767  (meters)    3063.53   (feet)  POSTED    
 CV0071  ___________________________________________________________________
 CV0071  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CV0071  DYNAMIC HT  -         932.460 (meters)    3059.25  (feet)  COMP
 CV0071  MODELED GRAV-     979,210.7   (mgal)                       NAVD 88
 CV0071
 CV0071  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0071
 CV0071.The horizontal coordinates were scaled from a topographic map and have
 CV0071.an estimated accuracy of +/- 6 seconds.
 CV0071
 CV0071.The orthometric height was determined by differential leveling
 CV0071.and adjusted by the National Geodetic Survey in 1992..
 CV0071.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0071.rate of 3.1 thru 4.0 mm/km.
 CV0071
 CV0071.The geoid height was determined by GEOID03.
 CV0071
 CV0071.The dynamic height is computed by dividing the NAVD 88
 CV0071.geopotential number by the normal gravity value computed on the
 CV0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0071.degrees latitude (g = 980.6199 gals.).
 CV0071
 CV0071.The modeled gravity was interpolated from observed gravity values.
 CV0071
 CV0071;                    North         East    Units  Estimated Accuracy
 CV0071;SPC TXNC     - 2,079,870.      233,170.      MT  (+/- 180 meters Scaled)
 CV0071
 CV0071                          SUPERSEDED SURVEY CONTROL
 CV0071
 CV0071  NGVD 29 (??/??/92)  933.364  (m)         3062.21   (f) ADJ UNCH    2 0
 CV0071
 CV0071.Superseded values are not recommended for survey control.
 CV0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0071.See file dsdata.txt to determine how the superseded data were derived.
 CV0071
 CV0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR450795(NAD 83)
 CV0071_MARKER: DB = BENCH MARK DISK
 CV0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0071_STAMPING: S 1125 1958
 CV0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0071+STABILITY: SURFACE MOTION
 CV0071
 CV0071  HISTORY     - Date     Condition        Report By
 CV0071  HISTORY     - 1958     MONUMENTED       CGS
 CV0071  HISTORY     - 1970     MARK NOT FOUND   USGS
 CV0071
 CV0071                          STATION DESCRIPTION
 CV0071
 CV0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0071'8.8 MI E FROM ANDREWS.
 CV0071'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0071'COURTHOUSE AT ANDREWS, THENCE 8.7 MILES EAST ALONG STATE HIGHWAY 176,
 CV0071'217 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTHEAST OF
 CV0071'THE NORTHEAST LEG OF A TELEVISION RELAY TOWER, 278 FEET EAST OF THE
 CV0071'CENTER LINE OF A PAVED ROAD, 160 FEET NORTH OF THE NORTH RIGHT OF WAY
 CV0071'FENCE, 43 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 2 FEET
 CV0071'SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE TOWER, ABOUT
 CV0071'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CV0071'INCHES.  NOTE-- THE TOWER IS ABOUT 280 FEET HIGH.
 CV0071
 CV0071                          STATION RECOVERY (1970)
 CV0071
 CV0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CV0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0085 ***********************************************************************
 CV0085  DESIGNATION -  S 1126
 CV0085  PID         -  CV0085
 CV0085  STATE/COUNTY-  TX/MARTIN
 CV0085  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0085
 CV0085                         *CURRENT SURVEY CONTROL
 CV0085  ___________________________________________________________________
 CV0085* NAD 83(1986)-  32 06 55.     (N)    102 06 10.     (W)     SCALED    
 CV0085* NAVD 88     -       873.226  (meters)    2864.91   (feet)  ADJUSTED  
 CV0085  ___________________________________________________________________
 CV0085  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 CV0085  DYNAMIC HT  -         871.999 (meters)    2860.88  (feet)  COMP
 CV0085  MODELED GRAV-     979,204.9   (mgal)                       NAVD 88
 CV0085
 CV0085  VERT ORDER  -  SECOND    CLASS 0
 CV0085
 CV0085.The horizontal coordinates were scaled from a topographic map and have
 CV0085.an estimated accuracy of +/- 6 seconds.
 CV0085
 CV0085.The orthometric height was determined by differential leveling
 CV0085.and adjusted by the National Geodetic Survey in June 1991..
 CV0085
 CV0085.The geoid height was determined by GEOID03.
 CV0085
 CV0085.The dynamic height is computed by dividing the NAVD 88
 CV0085.geopotential number by the normal gravity value computed on the
 CV0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0085.degrees latitude (g = 980.6199 gals.).
 CV0085
 CV0085.The modeled gravity was interpolated from observed gravity values.
 CV0085
 CV0085;                    North         East    Units  Estimated Accuracy
 CV0085;SPC TXNC     - 2,055,580.      260,050.      MT  (+/- 180 meters Scaled)
 CV0085
 CV0085                          SUPERSEDED SURVEY CONTROL
 CV0085
 CV0085  NGVD 29 (??/??/92)  872.858  (m)         2863.70   (f) ADJ UNCH    2 0
 CV0085
 CV0085.Superseded values are not recommended for survey control.
 CV0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0085.See file dsdata.txt to determine how the superseded data were derived.
 CV0085
 CV0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR733568(NAD 83)
 CV0085_MARKER: DB = BENCH MARK DISK
 CV0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0085_STAMPING: S 1126 1958
 CV0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0085+STABILITY: SURFACE MOTION
 CV0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0085+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2001
 CV0085
 CV0085  HISTORY     - Date     Condition        Report By
 CV0085  HISTORY     - 1958     MONUMENTED       CGS
 CV0085  HISTORY     - 20010210 GOOD             USPSQD
 CV0085  HISTORY     - 20010222 GOOD             TXDOT
 CV0085
 CV0085                          STATION DESCRIPTION
 CV0085
 CV0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0085'8.35 MI NW FROM MIDLAND.
 CV0085'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0085'MIDLAND, THENCE 8.25 MILES NORTHWEST ALONG STATE HIGHWAY 349, 56 FEET
 CV0085'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHEAST OF THE
 CV0085'CENTER LINE OF A CATTLE GUARD AND DIRT ROAD LEADING SOUTHWEST, 3 FEET
 CV0085'EAST OF A TEE FENCE CORNER, 2 FEET NORTHEAST OF THE SOUTHWEST RIGHT OF
 CV0085'WAY FENCE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CV0085'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 CV0085'FOOT.
 CV0085
 CV0085                          STATION RECOVERY (2001)
 CV0085
 CV0085'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CV0085'RECOVERED IN GOOD CONDITION.
 CV0085
 CV0085                          STATION RECOVERY (2001)
 CV0085
 CV0085'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 CV0085'MARK IS IN LINE WITH FENCE RUNNING SOUTHWESTERLY AND IS 6 INCHES ABOVE
 CV0085'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0119 ***********************************************************************
 CV0119  DESIGNATION -  S 1127
 CV0119  PID         -  CV0119
 CV0119  STATE/COUNTY-  TX/MARTIN
 CV0119  USGS QUAD   -  WOLCOTT RANCH (1966)
 CV0119
 CV0119                         *CURRENT SURVEY CONTROL
 CV0119  ___________________________________________________________________
 CV0119* NAD 83(1986)-  32 26 06.     (N)    102 06 01.     (W)     SCALED    
 CV0119* NAVD 88     -       887.044  (meters)    2910.24   (feet)  ADJUSTED  
 CV0119  ___________________________________________________________________
 CV0119  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 CV0119  DYNAMIC HT  -         885.817 (meters)    2906.22  (feet)  COMP
 CV0119  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 CV0119
 CV0119  VERT ORDER  -  SECOND    CLASS 0
 CV0119
 CV0119.The horizontal coordinates were scaled from a topographic map and have
 CV0119.an estimated accuracy of +/- 6 seconds.
 CV0119
 CV0119.The orthometric height was determined by differential leveling
 CV0119.and adjusted by the National Geodetic Survey in June 1991..
 CV0119
 CV0119.The geoid height was determined by GEOID03.
 CV0119
 CV0119.The dynamic height is computed by dividing the NAVD 88
 CV0119.geopotential number by the normal gravity value computed on the
 CV0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0119.degrees latitude (g = 980.6199 gals.).
 CV0119
 CV0119.The modeled gravity was interpolated from observed gravity values.
 CV0119
 CV0119;                    North         East    Units  Estimated Accuracy
 CV0119;SPC TXNC     - 2,091,000.      261,500.      MT  (+/- 180 meters Scaled)
 CV0119
 CV0119                          SUPERSEDED SURVEY CONTROL
 CV0119
 CV0119  NGVD 29 (??/??/92)  886.697  (m)         2909.11   (f) ADJ UNCH    2 0
 CV0119
 CV0119.Superseded values are not recommended for survey control.
 CV0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0119.See file dsdata.txt to determine how the superseded data were derived.
 CV0119
 CV0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR726923(NAD 83)
 CV0119_MARKER: DB = BENCH MARK DISK
 CV0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0119_STAMPING: S 1127 1958
 CV0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0119+STABILITY: SURFACE MOTION
 CV0119
 CV0119  HISTORY     - Date     Condition        Report By
 CV0119  HISTORY     - 1958     MONUMENTED       CGS
 CV0119  HISTORY     - 20030106 MARK NOT FOUND   TXDOT
 CV0119
 CV0119                          STATION DESCRIPTION
 CV0119
 CV0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0119'22.85 MI SW FROM LAMESA.
 CV0119'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0119'AT LAMESA, THENCE 22.35 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 59
 CV0119'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF
 CV0119'THE NORTHWEST RIGHT OF WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN
 CV0119'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0119'CONCRETE POST PROJECTING 9 INCHES.
 CV0119
 CV0119                          STATION RECOVERY (2003)
 CV0119
 CV0119'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0711 ***********************************************************************
 CU0711  DESIGNATION -  S 1128
 CU0711  PID         -  CU0711
 CU0711  STATE/COUNTY-  TX/DAWSON
 CU0711  USGS QUAD   -  TENMILE (1970)
 CU0711
 CU0711                         *CURRENT SURVEY CONTROL
 CU0711  ___________________________________________________________________
 CU0711* NAD 83(1986)-  32 37 01.     (N)    101 59 32.     (W)     SCALED    
 CU0711* NAVD 88     -       893.320  (meters)    2930.83   (feet)  ADJUSTED  
 CU0711  ___________________________________________________________________
 CU0711  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CU0711  DYNAMIC HT  -         892.123 (meters)    2926.91  (feet)  COMP
 CU0711  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 CU0711
 CU0711  VERT ORDER  -  SECOND    CLASS 0
 CU0711
 CU0711.The horizontal coordinates were scaled from a topographic map and have
 CU0711.an estimated accuracy of +/- 6 seconds.
 CU0711
 CU0711.The orthometric height was determined by differential leveling
 CU0711.and adjusted by the National Geodetic Survey in June 1991..
 CU0711
 CU0711.The geoid height was determined by GEOID03.
 CU0711
 CU0711.The dynamic height is computed by dividing the NAVD 88
 CU0711.geopotential number by the normal gravity value computed on the
 CU0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0711.degrees latitude (g = 980.6199 gals.).
 CU0711
 CU0711.The modeled gravity was interpolated from observed gravity values.
 CU0711
 CU0711;                    North         East    Units  Estimated Accuracy
 CU0711;SPC TXNC     - 2,110,820.      272,330.      MT  (+/- 180 meters Scaled)
 CU0711
 CU0711                          SUPERSEDED SURVEY CONTROL
 CU0711
 CU0711  NGVD 29 (??/??/92)  892.997  (m)         2929.77   (f) ADJ UNCH    2 0
 CU0711
 CU0711.Superseded values are not recommended for survey control.
 CU0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0711.See file dsdata.txt to determine how the superseded data were derived.
 CU0711
 CU0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB192127(NAD 83)
 CU0711_MARKER: DB = BENCH MARK DISK
 CU0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0711_STAMPING: S 1128 1958
 CU0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0711+STABILITY: SURFACE MOTION
 CU0711
 CU0711  HISTORY     - Date     Condition        Report By
 CU0711  HISTORY     - 1958     MONUMENTED       CGS
 CU0711  HISTORY     - 20030207 POOR             TXDOT
 CU0711
 CU0711                          STATION DESCRIPTION
 CU0711
 CU0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CU0711'8.9 MI SW FROM LAMESA.
 CU0711'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CU0711'AT LAMESA, THENCE 8.4 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 52 FEET
 CU0711'EAST OF THE CENTER LINE OF THE HIGHWAY, 134 FEET SOUTHEAST OF THE
 CU0711'CENTER OF THE CROSSING OF A DIRT ROAD, 29 FEET SOUTHWEST OF THE CENTER
 CU0711'LINE OF THE DIRT ROAD, 14 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE
 CU0711'WITH A ROW OF TELEPHONE POLES, 2 FEET NORTHWEST OF A WHITE WOODEN
 CU0711'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CU0711'CONCRETE POST PROJECTING 1 FOOT.
 CU0711
 CU0711                          STATION RECOVERY (2003)
 CU0711
 CU0711'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CU0711'BENCHMARK IS AT THE SOUTH EAST CORNER OF INTERSECTION OF DAWSON COUNTY
 CU0711'ROAD 'G' AND STATE HIGHWAY 349, SLIGHTLY DISTURBED LEANING NORTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1317 ***********************************************************************
 FL1317  DESIGNATION -  S 1129
 FL1317  PID         -  FL1317
 FL1317  STATE/COUNTY-  TX/CARSON
 FL1317  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1317
 FL1317                         *CURRENT SURVEY CONTROL
 FL1317  ___________________________________________________________________
 FL1317* NAD 83(1986)-  35 18 51.     (N)    101 33 43.     (W)     SCALED    
 FL1317* NAVD 88     -      1078.132  (meters)    3537.17   (feet)  ADJUSTED  
 FL1317  ___________________________________________________________________
 FL1317  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1317  DYNAMIC HT  -        1076.853 (meters)    3532.98  (feet)  COMP
 FL1317  MODELED GRAV-     979,410.6   (mgal)                       NAVD 88
 FL1317
 FL1317  VERT ORDER  -  SECOND    CLASS II
 FL1317
 FL1317.The horizontal coordinates were scaled from a topographic map and have
 FL1317.an estimated accuracy of +/- 6 seconds.
 FL1317
 FL1317.The orthometric height was determined by differential leveling
 FL1317.and adjusted by the National Geodetic Survey in June 1991..
 FL1317
 FL1317.The geoid height was determined by GEOID03.
 FL1317
 FL1317.The dynamic height is computed by dividing the NAVD 88
 FL1317.geopotential number by the normal gravity value computed on the
 FL1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1317.degrees latitude (g = 980.6199 gals.).
 FL1317
 FL1317.The modeled gravity was interpolated from observed gravity values.
 FL1317
 FL1317;                    North         East    Units  Estimated Accuracy
 FL1317;SPC TX N     - 1,145,790.      194,370.      MT  (+/- 180 meters Scaled)
 FL1317
 FL1317                          SUPERSEDED SURVEY CONTROL
 FL1317
 FL1317  NGVD 29 (??/??/92) 1077.628  (m)         3535.52   (f) ADJ UNCH    2 2
 FL1317
 FL1317.Superseded values are not recommended for survey control.
 FL1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1317.See file dsdata.txt to determine how the superseded data were derived.
 FL1317
 FL1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE670108(NAD 83)
 FL1317_MARKER: DB = BENCH MARK DISK
 FL1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1317_STAMPING: S 1129 1974
 FL1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1317+STABILITY: SURFACE MOTION
 FL1317
 FL1317  HISTORY     - Date     Condition        Report By
 FL1317  HISTORY     - 1974     MONUMENTED       NGS
 FL1317
 FL1317                          STATION DESCRIPTION
 FL1317
 FL1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1317'10.5 MI WNW FROM PANHANDLE.
 FL1317'FROM THE ATOMIC ENERGY COMMISSION PAN-TEX PLANT ADMINISTRATION
 FL1317'BUILDING NO. 1236, GO SOUTH ON WASHINGTON DR. FOR 0.25 MILE TO THE T
 FL1317'INTERSECTION OF LAFAYETTE DR.  TURN RIGHT AND GO WEST ON LAFAYETTE DR.
 FL1317'FOR 0.45 MILE TO THE T INTERSECTION OF S. 13TH STREET.  TURN LEFT AND
 FL1317'GO SOUTH ON S. 13TH STREET FOR 0.45 MILE TO A SIDE ON THE LEFT LEADING
 FL1317'TO WATER STORAGE UNIT NO. 15-24.  TURN LEFT AND GO EAST ON SURFACE
 FL1317'ROAD FOR 0.05 MILE TO MARK AT THE NORTHWEST CORNER OF FENCE, ENCLOSURE
 FL1317'OF WATER STORAGE UNIT.  STANDARD BENCH MARK DISK, SET IN THE TOP OF A
 FL1317'ROUND CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED S
 FL1317'1129 1974.  IT IS 22 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF
 FL1317'FENCE, 7 FEET NORTH OF THE FENCE AND 4.4 FEET NORTHWEST OF THE
 FL1317'CONCRETE FOUNDATION BASE OF AN UNDER-GROUND ELECTRIC PULL-BOX SWITCH
 FL1317'OUT-LET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0395 ***********************************************************************
 EM0395  DESIGNATION -  S 113
 EM0395  PID         -  EM0395
 EM0395  STATE/COUNTY-  TX/HARDEMAN
 EM0395  USGS QUAD   -  WARRIOR HOLLOW (1983)
 EM0395
 EM0395                         *CURRENT SURVEY CONTROL
 EM0395  ___________________________________________________________________
 EM0395* NAD 83(1986)-  34 05 41.     (N)    099 36 48.     (W)     SCALED    
 EM0395* NAVD 88     -       406.971  (meters)    1335.20   (feet)  ADJUSTED  
 EM0395  ___________________________________________________________________
 EM0395  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 EM0395  DYNAMIC HT  -         406.507 (meters)    1333.68  (feet)  COMP
 EM0395  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 EM0395
 EM0395  VERT ORDER  -  FIRST     CLASS II
 EM0395
 EM0395.The horizontal coordinates were scaled from a topographic map and have
 EM0395.an estimated accuracy of +/- 6 seconds.
 EM0395
 EM0395.The orthometric height was determined by differential leveling
 EM0395.and adjusted by the National Geodetic Survey in June 1991..
 EM0395
 EM0395.The geoid height was determined by GEOID03.
 EM0395
 EM0395.The dynamic height is computed by dividing the NAVD 88
 EM0395.geopotential number by the normal gravity value computed on the
 EM0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0395.degrees latitude (g = 980.6199 gals.).
 EM0395
 EM0395.The modeled gravity was interpolated from observed gravity values.
 EM0395
 EM0395;                    North         East    Units  Estimated Accuracy
 EM0395;SPC TXNC     - 2,269,810.      497,260.      MT  (+/- 180 meters Scaled)
 EM0395
 EM0395                          SUPERSEDED SURVEY CONTROL
 EM0395
 EM0395  NGVD 29 (??/??/92)  406.820  (m)         1334.71   (f) ADJ UNCH    1 2
 EM0395
 EM0395.Superseded values are not recommended for survey control.
 EM0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0395.See file dsdata.txt to determine how the superseded data were derived.
 EM0395
 EM0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC434728(NAD 83)
 EM0395_MARKER: DB = BENCH MARK DISK
 EM0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0395_STAMPING: 1334.709 S 113 1933
 EM0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0395+STABILITY: SURFACE MOTION
 EM0395
 EM0395  HISTORY     - Date     Condition        Report By
 EM0395  HISTORY     - 1933     MONUMENTED       CGS
 EM0395  HISTORY     - 1958     GOOD             NGS
 EM0395
 EM0395                          STATION DESCRIPTION
 EM0395
 EM0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0395'3.9 MI N FROM MARGARET.
 EM0395'IN HARDEMAN COUNTY, 3.9 MILES NORTH ALONG THE PANHANDLE AND SANTA FE
 EM0395'RAILWAY FROM MARGARET, FOARD COUNTY, AT MILEAGE 510.9, 0.4 MILE NORTH
 EM0395'OF A BRIDGE OVER PEASE RIVER, AND 35 FEET EAST OF THE CENTERLINE OF
 EM0395'THE TRACK.  A STANDARD DISK, STAMPED 1334.709 S 133 1933 AND SET IN
 EM0395'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1112 ***********************************************************************
 FL1112  DESIGNATION -  S 1131
 FL1112  PID         -  FL1112
 FL1112  STATE/COUNTY-  TX/RANDALL
 FL1112  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1112
 FL1112                         *CURRENT SURVEY CONTROL
 FL1112  ___________________________________________________________________
 FL1112* NAD 83(1986)-  35 04 14.     (N)    101 52 40.     (W)     SCALED    
 FL1112* NAVD 88     -      1108.330  (meters)    3636.25   (feet)  ADJUSTED  
 FL1112  ___________________________________________________________________
 FL1112  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1112  DYNAMIC HT  -        1106.997 (meters)    3631.87  (feet)  COMP
 FL1112  MODELED GRAV-     979,393.3   (mgal)                       NAVD 88
 FL1112
 FL1112  VERT ORDER  -  FIRST     CLASS II
 FL1112
 FL1112.The horizontal coordinates were scaled from a topographic map and have
 FL1112.an estimated accuracy of +/- 6 seconds.
 FL1112
 FL1112.The orthometric height was determined by differential leveling
 FL1112.and adjusted by the National Geodetic Survey in June 1991..
 FL1112
 FL1112.The geoid height was determined by GEOID03.
 FL1112
 FL1112.The dynamic height is computed by dividing the NAVD 88
 FL1112.geopotential number by the normal gravity value computed on the
 FL1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1112.degrees latitude (g = 980.6199 gals.).
 FL1112
 FL1112.The modeled gravity was interpolated from observed gravity values.
 FL1112
 FL1112;                    North         East    Units  Estimated Accuracy
 FL1112;SPC TX N     - 1,118,830.      165,550.      MT  (+/- 180 meters Scaled)
 FL1112
 FL1112                          SUPERSEDED SURVEY CONTROL
 FL1112
 FL1112  NGVD 29 (??/??/92) 1107.835  (m)         3634.62   (f) ADJ UNCH    1 2
 FL1112
 FL1112.Superseded values are not recommended for survey control.
 FL1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1112.See file dsdata.txt to determine how the superseded data were derived.
 FL1112
 FL1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD375846(NAD 83)
 FL1112_MARKER: DB = BENCH MARK DISK
 FL1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1112_STAMPING: S 1131 1958
 FL1112_MARK LOGO: CGS   
 FL1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1112+STABILITY: SURFACE MOTION
 FL1112
 FL1112  HISTORY     - Date     Condition        Report By
 FL1112  HISTORY     - 1958     MONUMENTED       CGS
 FL1112  HISTORY     - 1984     GOOD             NGS
 FL1112
 FL1112                          STATION DESCRIPTION
 FL1112
 FL1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1112'7.4 MI NE FROM CANYON.
 FL1112'ABOUT 7.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL1112'FROM THE STATION AT CANYON, 96 FEET SOUTHWEST OF MILE POST 563, 146
 FL1112'FEET NORTHWEST AND ACROSS THE TRACK FROM THE HANEY SIDING SIGN, 93 1/2
 FL1112'FEET WEST OF THE NEAR RAIL OF THE MAIN TRACK, 44 FEET WEST OF THE ROAD
 FL1112'ALONG THE TRACK, 3 FEET EAST OF A FENCE, 2 FEET NORTH OF A METAL
 FL1112'WITNESS POST, ABOUT 2 FEET BELOW THE TRACK, AND IN THE TOP OF A
 FL1112'CONCRETE POST PROJECTING 6 INCHES.
 FL1112
 FL1112                          STATION RECOVERY (1984)
 FL1112
 FL1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1379 ***********************************************************************
 AW1379  DESIGNATION -  S 1134
 AW1379  PID         -  AW1379
 AW1379  STATE/COUNTY-  TX/GALVESTON
 AW1379  USGS QUAD   -  HIGH ISLAND (1994)
 AW1379
 AW1379                         *CURRENT SURVEY CONTROL
 AW1379  ___________________________________________________________________
 AW1379* NAD 83(1986)-  29 31 00.     (N)    094 28 39.     (W)     SCALED    
 AW1379* NAVD 88     -         1.46   (+/-2cm)       4.8    (feet)  VERTCON   
 AW1379  ___________________________________________________________________
 AW1379  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1379
 AW1379  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1379
 AW1379.The horizontal coordinates were scaled from a topographic map and have
 AW1379.an estimated accuracy of +/- 6 seconds.
 AW1379
 AW1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1379.The vertical order pertains to the NGVD 29 superseded value.
 AW1379
 AW1379.The geoid height was determined by GEOID03.
 AW1379
 AW1379;                    North         East    Units  Estimated Accuracy
 AW1379;SPC TXSC     - 4,195,030.    1,038,290.      MT  (+/- 180 meters Scaled)
 AW1379
 AW1379                          SUPERSEDED SURVEY CONTROL
 AW1379
 AW1379  NGVD 29 (??/??/92)    1.460  (m)            4.79   (f) ADJ UNCH    1 2
 AW1379
 AW1379.Superseded values are not recommended for survey control.
 AW1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1379.See file dsdata.txt to determine how the superseded data were derived.
 AW1379
 AW1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN568661(NAD 83)
 AW1379_MARKER: DB = BENCH MARK DISK
 AW1379_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1379_SP_SET: 48 FT.
 AW1379_STAMPING: S 1134 1958
 AW1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1379
 AW1379  HISTORY     - Date     Condition        Report By
 AW1379  HISTORY     - 1958     MONUMENTED       CGS
 AW1379  HISTORY     - 1971     GOOD             NGS
 AW1379  HISTORY     - 1978     GOOD             NGS
 AW1379  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1379  HISTORY     - 19890307 MARK NOT FOUND   USPSQD
 AW1379  HISTORY     - 19940917 GOOD             USPSQD
 AW1379  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1379  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 AW1379  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1379  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1379  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1379
 AW1379                          STATION DESCRIPTION
 AW1379
 AW1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1379'0.55 MI NE FROM GILCHRIST.
 AW1379'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1379'AT GILCHRIST, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7
 AW1379'FEET NORTHEAST OF A POWER POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS
 AW1379'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 AW1379'5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 48 FEET AND ENCASED IN
 AW1379'A 6-INCH TILE PROJECTING 6 INCHES.
 AW1379
 AW1379                          STATION RECOVERY (1971)
 AW1379
 AW1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1379'RECOVERED IN GOOD CONDITION.
 AW1379
 AW1379                          STATION RECOVERY (1978)
 AW1379
 AW1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1379'NOTE=BENCH MARK IS NOW TWO FEET UNDERGROUND, POLE IS NOW 175 146.
 AW1379
 AW1379                          STATION RECOVERY (1987)
 AW1379
 AW1379'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1379'MARK NOT FOUND.
 AW1379
 AW1379                          STATION RECOVERY (1989)
 AW1379
 AW1379'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1379'MARK NOT FOUND.
 AW1379
 AW1379                          STATION RECOVERY (1994)
 AW1379
 AW1379'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1379'RECOVERED IN GOOD CONDITION.
 AW1379
 AW1379                          STATION RECOVERY (1995)
 AW1379
 AW1379'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1379'MARK NOT FOUND.
 AW1379
 AW1379                          STATION RECOVERY (2001)
 AW1379
 AW1379'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1379'MARK NOT FOUND.
 AW1379
 AW1379                          STATION RECOVERY (2002)
 AW1379
 AW1379'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1379'MARK NOT FOUND.
 AW1379
 AW1379                          STATION RECOVERY (2003)
 AW1379
 AW1379'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1379'MARK NOT FOUND.
 AW1379
 AW1379                          STATION RECOVERY (2005)
 AW1379
 AW1379'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0277 ***********************************************************************
 BL0277  DESIGNATION -  S 1135
 BL0277  PID         -  BL0277
 BL0277  STATE/COUNTY-  TX/JEFFERSON
 BL0277  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0277
 BL0277                         *CURRENT SURVEY CONTROL
 BL0277  ___________________________________________________________________
 BL0277* NAD 83(1986)-  30 02 09.     (N)    094 08 30.     (W)     SCALED    
 BL0277* NAVD 88     -         5.74   (+/-2cm)      18.8    (feet)  VERTCON   
 BL0277  ___________________________________________________________________
 BL0277  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL0277
 BL0277  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0277
 BL0277.The horizontal coordinates were scaled from a topographic map and have
 BL0277.an estimated accuracy of +/- 6 seconds.
 BL0277
 BL0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0277.The vertical order pertains to the NGVD 29 superseded value.
 BL0277
 BL0277.The geoid height was determined by GEOID03.
 BL0277
 BL0277;                    North         East    Units  Estimated Accuracy
 BL0277;SPC TXSC     - 4,253,830.    1,068,430.      MT  (+/- 180 meters Scaled)
 BL0277
 BL0277                          SUPERSEDED SURVEY CONTROL
 BL0277
 BL0277  NGVD 29 (??/??/92)    5.753  (m)           18.87   (f) ADJ UNCH    1 2
 BL0277
 BL0277.Superseded values are not recommended for survey control.
 BL0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0277.See file dsdata.txt to determine how the superseded data were derived.
 BL0277
 BL0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP899233(NAD 83)
 BL0277_MARKER: DB = BENCH MARK DISK
 BL0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0277_SP_SET: CONCRETE BASE
 BL0277_STAMPING: S 1135 1958
 BL0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0277+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 BL0277
 BL0277  HISTORY     - Date     Condition        Report By
 BL0277  HISTORY     - 1958     MONUMENTED       CGS
 BL0277  HISTORY     - 1988     GOOD             USPSQD
 BL0277  HISTORY     - 19890221 GOOD             USPSQD
 BL0277  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 BL0277  HISTORY     - 19940906 GOOD             USPSQD
 BL0277  HISTORY     - 20010331 GOOD             NGS
 BL0277  HISTORY     - 20020128 GOOD             NGS
 BL0277  HISTORY     - 20041127 GOOD             USPSQD
 BL0277
 BL0277                          STATION DESCRIPTION
 BL0277
 BL0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BL0277'4.9 MI SW FROM BEAUMONT.
 BL0277'0.5 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0277'STATION AT BEAUMONT, THENCE ABOUT 0.3 MILE SOUTH ALONG THE TEXAS AND
 BL0277'NEW ORLEANS RAILROAD, THENCE ABOUT 3.7 MILES SOUTHWEST ALONG THE GULF,
 BL0277'COLORADO AND SANTA FE RAILROAD, THENCE ABOUT 0.4 MILE NORTHEAST ALONG
 BL0277'STATE HIGHWAY 124, AT THE KJET RADIO TRANSMITTER STATION, IN THE
 BL0277'NORTHWEST SIDE OF THE CONCRETE BASE OF THE TOWER, ABOUT 700 FEET
 BL0277'SOUTHEAST OF THE TRANSMITTER BUILDING, AND ABOUT 4 FEET ABOVE THE
 BL0277'GROUND.
 BL0277
 BL0277                          STATION RECOVERY (1988)
 BL0277
 BL0277'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0277'RECOVERED IN GOOD CONDITION.
 BL0277
 BL0277                          STATION RECOVERY (1989)
 BL0277
 BL0277'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0277'RECOVERED IN GOOD CONDITION.
 BL0277
 BL0277                          STATION RECOVERY (1993)
 BL0277
 BL0277'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0277'MARK NOT FOUND.
 BL0277
 BL0277                          STATION RECOVERY (1994)
 BL0277
 BL0277'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0277'RECOVERED IN GOOD CONDITION.
 BL0277
 BL0277                          STATION RECOVERY (2001)
 BL0277
 BL0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0277'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 BL0277
 BL0277                          STATION RECOVERY (2002)
 BL0277
 BL0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0277'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0277
 BL0277                          STATION RECOVERY (2004)
 BL0277
 BL0277'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1425 ***********************************************************************
 AW1425  DESIGNATION -  S 1136
 AW1425  PID         -  AW1425
 AW1425  STATE/COUNTY-  TX/CHAMBERS
 AW1425  USGS QUAD   -  OAK ISLAND (1994)
 AW1425
 AW1425                         *CURRENT SURVEY CONTROL
 AW1425  ___________________________________________________________________
 AW1425* NAD 83(1986)-  29 39 19.     (N)    094 38 02.     (W)     SCALED    
 AW1425* NAVD 88     -         3.83   (+/-2cm)      12.6    (feet)  VERTCON   
 AW1425  ___________________________________________________________________
 AW1425  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1425  OBS GRAVITY -     979,282.0   (mgal)                       GRAV_OBS
 AW1425
 AW1425  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1425
 AW1425.The horizontal coordinates were scaled from a topographic map and have
 AW1425.an estimated accuracy of +/- 6 seconds.
 AW1425
 AW1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1425.The vertical order pertains to the NGVD 29 superseded value.
 AW1425
 AW1425.The geoid height was determined by GEOID03.
 AW1425.The observed gravity was obtained from relative gravimeter ties
 AW1425.to the IGSN71 gravity network.
 AW1425
 AW1425;                    North         East    Units  Estimated Accuracy
 AW1425;SPC TXSC     - 4,209,810.    1,022,570.      MT  (+/- 180 meters Scaled)
 AW1425
 AW1425                          SUPERSEDED SURVEY CONTROL
 AW1425
 AW1425  NGVD 29 (??/??/92)    3.828  (m)           12.56   (f) ADJ UNCH    1 2
 AW1425
 AW1425.Superseded values are not recommended for survey control.
 AW1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1425.See file dsdata.txt to determine how the superseded data were derived.
 AW1425
 AW1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN418817(NAD 83)
 AW1425_MARKER: DB = BENCH MARK DISK
 AW1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1425_STAMPING: S 1136 1959
 AW1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1425+STABILITY: SURFACE MOTION
 AW1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1425+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1425
 AW1425  HISTORY     - Date     Condition        Report By
 AW1425  HISTORY     - 1959     MONUMENTED       CGS
 AW1425  HISTORY     - 1973     GOOD             NGS
 AW1425  HISTORY     - 1978     GOOD             NGS
 AW1425  HISTORY     - 1990     GOOD             USPSQD
 AW1425  HISTORY     - 1991     GOOD             USPSQD
 AW1425  HISTORY     - 19960923 GOOD             USPSQD
 AW1425  HISTORY     - 20010331 GOOD             NGS
 AW1425  HISTORY     - 20040308 GOOD             USPSQD
 AW1425  HISTORY     - 20050314 GOOD             USPSQD
 AW1425
 AW1425                          STATION DESCRIPTION
 AW1425
 AW1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1425'12.85 MI S FROM ANAHUAC.
 AW1425'ABOUT 6.8 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION OF STATE
 AW1425'HIGHWAY 61 AT ANAHUAC, THENCE 3.15 MILES EAST ALONG A PAVED ROAD,
 AW1425'THENCE 2.9 MILES SOUTHWEST ALONG FARM ROAD 562, 97 FEET NORTHWEST OF
 AW1425'THE CENTER LINE OF THE ROAD, 80.5 FEET SOUTH OF THE SOUTH CORNER OF A
 AW1425'FRAME HOUSE, 61.5 FEET EAST OF THE EAST CORNER OF A METAL BARN, 22
 AW1425'FEET NORTHWEST OF A TELEPHONE POLE, 22 FEET NORTHEAST OF A 36-INCH
 AW1425'SYCAMORE TREE, 1 1/2 FEET NORTHEAST OF A WOODEN FENCE, 1.2 FEET
 AW1425'SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AW1425'FLUSH WITH THE LEVEL OF THE GROUND.
 AW1425
 AW1425                          STATION RECOVERY (1978)
 AW1425
 AW1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1425'RECOVERED IN GOOD CONDITION.
 AW1425
 AW1425                          STATION RECOVERY (1990)
 AW1425
 AW1425'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJJ)
 AW1425'RECOVERED IN GOOD CONDITION.
 AW1425
 AW1425                          STATION RECOVERY (1991)
 AW1425
 AW1425'RECOVERY NOTE BY US POWER SQUADRON 1991 (GB)
 AW1425'RECOVERED IN GOOD CONDITION.
 AW1425
 AW1425                          STATION RECOVERY (1996)
 AW1425
 AW1425'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1425'RECOVERED IN GOOD CONDITION.
 AW1425
 AW1425                          STATION RECOVERY (2001)
 AW1425
 AW1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1425'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1425
 AW1425                          STATION RECOVERY (2004)
 AW1425
 AW1425'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1425'GO TO N29 39 18.7 W094 38 02.3
 AW1425
 AW1425                          STATION RECOVERY (2005)
 AW1425
 AW1425'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0443 ***********************************************************************
 AW0443  DESIGNATION -  S 1137
 AW0443  PID         -  AW0443
 AW0443  STATE/COUNTY-  TX/GALVESTON
 AW0443  USGS QUAD   -  GALVESTON (1994)
 AW0443
 AW0443                         *CURRENT SURVEY CONTROL
 AW0443  ___________________________________________________________________
 AW0443* NAD 83(1986)-  29 18 51.     (N)    094 49 16.     (W)     SCALED    
 AW0443* NAVD 88     -         4.379  (meters)      14.37   (feet)  ADJUSTED  
 AW0443  ___________________________________________________________________
 AW0443  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0443  DYNAMIC HT  -           4.373 (meters)      14.35  (feet)  COMP
 AW0443  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 AW0443  OBS GRAVITY -     979,260.3   (mgal)                       GRAV_OBS
 AW0443
 AW0443  VERT ORDER  -  FIRST     CLASS I
 AW0443
 AW0443.The horizontal coordinates were scaled from a topographic map and have
 AW0443.an estimated accuracy of +/- 6 seconds.
 AW0443
 AW0443.The orthometric height was determined by differential leveling
 AW0443.and adjusted by the National Geodetic Survey in June 1991..
 AW0443
 AW0443.The geoid height was determined by GEOID03.
 AW0443
 AW0443.The dynamic height is computed by dividing the NAVD 88
 AW0443.geopotential number by the normal gravity value computed on the
 AW0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0443.degrees latitude (g = 980.6199 gals.).
 AW0443
 AW0443.The modeled gravity was interpolated from observed gravity values.
 AW0443.The observed gravity was obtained from relative gravimeter ties
 AW0443.to the IGSN71 gravity network.
 AW0443
 AW0443;                    North         East    Units  Estimated Accuracy
 AW0443;SPC TXSC     - 4,171,370.    1,005,810.      MT  (+/- 180 meters Scaled)
 AW0443
 AW0443                          SUPERSEDED SURVEY CONTROL
 AW0443
 AW0443  NGVD 29 (12/23/87)    4.376  (m)           14.36   (f) ADJUSTED    1 1
 AW0443
 AW0443.Superseded values are not recommended for survey control.
 AW0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0443.See file dsdata.txt to determine how the superseded data were derived.
 AW0443
 AW0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN231441(NAD 83)
 AW0443_MARKER: DB = BENCH MARK DISK
 AW0443_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0443_SP_SET: ABUTMENT
 AW0443_STAMPING: S 1137 1958
 AW0443_MARK LOGO: CGS   
 AW0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0443+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2003
 AW0443
 AW0443  HISTORY     - Date     Condition        Report By
 AW0443  HISTORY     - 1958     MONUMENTED       CGS
 AW0443  HISTORY     - 1964     GOOD             NGS
 AW0443  HISTORY     - 1978     GOOD             NGS
 AW0443  HISTORY     - 1987     GOOD             USPSQD
 AW0443  HISTORY     - 1987     GOOD             NGS
 AW0443  HISTORY     - 1988     GOOD             USPSQD
 AW0443  HISTORY     - 1988     GOOD             USPSQD
 AW0443  HISTORY     - 1989     GOOD             USPSQD
 AW0443  HISTORY     - 1990     GOOD             USPSQD
 AW0443  HISTORY     - 19910525 GOOD             USPSQD
 AW0443  HISTORY     - 19990828 GOOD             USPSQD
 AW0443  HISTORY     - 20030615 GOOD             USE
 AW0443
 AW0443                          STATION DESCRIPTION
 AW0443
 AW0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW0443'3.2 MI W FROM GALVESTON.
 AW0443'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0443'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE ABOUT 1.3 MILES
 AW0443'NORTHEAST ALONG 51ST STREET, AT THE NORTHEAST END OF THE PELICAN
 AW0443'ISLAND CAUSEWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 AW0443'CONCRETE ABUTMENT, 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0443'CAUSEWAY, AND 7 FEET NORTHWEST OF THE CENTER LINE OF A CONCRETE
 AW0443'CATWALK.
 AW0443
 AW0443                          STATION RECOVERY (1964)
 AW0443
 AW0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0443'RECOVERED IN GOOD CONDITION.
 AW0443
 AW0443                          STATION RECOVERY (1978)
 AW0443
 AW0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0443'RECOVERED IN GOOD CONDITION.
 AW0443
 AW0443                          STATION RECOVERY (1987)
 AW0443
 AW0443'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0443'RECOVERED IN GOOD CONDITION.
 AW0443
 AW0443                          STATION RECOVERY (1987)
 AW0443
 AW0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0443'RECOVERED IN GOOD CONDITION.
 AW0443
 AW0443                          STATION RECOVERY (1988)
 AW0443
 AW0443'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0443'RECOVERED IN GOOD CONDITION.
 AW0443
 AW0443                          STATION RECOVERY (1988)
 AW0443
 AW0443'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0443'RECOVERED IN GOOD CONDITION.
 AW0443
 AW0443                          STATION RECOVERY (1989)
 AW0443
 AW0443'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0443'RECOVERED IN GOOD CONDITION.
 AW0443
 AW0443                          STATION RECOVERY (1990)
 AW0443
 AW0443'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0443'RECOVERED IN GOOD CONDITION.
 AW0443
 AW0443                          STATION RECOVERY (1991)
 AW0443
 AW0443'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AW0443'RECOVERED IN GOOD CONDITION.
 AW0443
 AW0443                          STATION RECOVERY (1999)
 AW0443
 AW0443'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0443'RECOVERED IN GOOD CONDITION.
 AW0443
 AW0443                          STATION RECOVERY (2003)
 AW0443
 AW0443'RECOVERY NOTE BY US ENGINEERS 2003 (DWJ)
 AW0443'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0430 ***********************************************************************
 BL0430  DESIGNATION -  S 1139
 BL0430  PID         -  BL0430
 BL0430  STATE/COUNTY-  TX/LIBERTY
 BL0430  USGS QUAD   -  DEVERS (1984)
 BL0430
 BL0430                         *CURRENT SURVEY CONTROL
 BL0430  ___________________________________________________________________
 BL0430* NAD 83(1986)-  30 01 21.     (N)    094 32 23.     (W)     SCALED    
 BL0430* NAVD 88     -        16.399  (meters)      53.80   (feet)  ADJUSTED  
 BL0430  ___________________________________________________________________
 BL0430  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0430  DYNAMIC HT  -          16.377 (meters)      53.73  (feet)  COMP
 BL0430  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 BL0430
 BL0430  VERT ORDER  -  FIRST     CLASS I
 BL0430
 BL0430.The horizontal coordinates were scaled from a topographic map and have
 BL0430.an estimated accuracy of +/- 6 seconds.
 BL0430
 BL0430.The orthometric height was determined by differential leveling
 BL0430.and adjusted by the National Geodetic Survey in June 1991..
 BL0430
 BL0430.The geoid height was determined by GEOID03.
 BL0430
 BL0430.The dynamic height is computed by dividing the NAVD 88
 BL0430.geopotential number by the normal gravity value computed on the
 BL0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0430.degrees latitude (g = 980.6199 gals.).
 BL0430
 BL0430.The modeled gravity was interpolated from observed gravity values.
 BL0430
 BL0430;                    North         East    Units  Estimated Accuracy
 BL0430;SPC TX C     - 3,054,000.    1,258,640.      MT  (+/- 180 meters Scaled)
 BL0430
 BL0430                          SUPERSEDED SURVEY CONTROL
 BL0430
 BL0430  NGVD 29 (12/23/87)   16.405  (m)           53.82   (f) ADJUSTED    1 1
 BL0430
 BL0430.Superseded values are not recommended for survey control.
 BL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0430.See file dsdata.txt to determine how the superseded data were derived.
 BL0430
 BL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP515222(NAD 83)
 BL0430_MARKER: DB = BENCH MARK DISK
 BL0430_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0430_SP_SET: COPPER-CLAD STEEL ROD
 BL0430_STAMPING: S 1139 1959
 BL0430_MARK LOGO: CGS   
 BL0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0430
 BL0430  HISTORY     - Date     Condition        Report By
 BL0430  HISTORY     - 1959     MONUMENTED       CGS
 BL0430  HISTORY     - 1972     GOOD             NGS
 BL0430  HISTORY     - 1987     GOOD             NGS
 BL0430  HISTORY     - 19880312 GOOD             USPSQD
 BL0430  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0430  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0430
 BL0430                          STATION DESCRIPTION
 BL0430
 BL0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0430'3.1 MI E FROM DEVERS.
 BL0430'ABOUT 3.1 MILES EAST ALONG US HIGHWAY 90 FROM THE SCHOOL THENCE ABOUT
 BL0430'75 YARDS NORTH AND ACROSS THE SOUTHERN PACIFIC RAILROAD FROM THE
 BL0430'CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE WEST OF RAILROAD MILE POST
 BL0430'NO. 305, 139.5 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE
 BL0430'TRACK AND A PRIVATE GRAVEL ROAD, 75.6 FEET NORTH OF THE NORTH RAIL,
 BL0430'95.5 FEET EAST OF THE CENTER OF A METAL GATE THAT IS ACROSS A DRIVE,
 BL0430'15.2 FEET SOUTH OF A WELL WITH A PUMP, 1.3 FEET SOUTH OF A FENCE LINE,
 BL0430'1.2 FEET WEST OF A METAL WITNESS POST AND ABOUT 2 FEET BELOW THE LEVEL
 BL0430'OF THE TRACK, AND IS A DISK ON TOP OF A 5/8-INCH COPPER COATED STEEL
 BL0430'ROD PROJECTING 0.2 FOOT AND PROTECTED BY A 6-INCH CONCRETE PIPE WHICH
 BL0430'PROJECTS 0.5 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 BL0430
 BL0430                          STATION RECOVERY (1987)
 BL0430
 BL0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0430'RECOVERED IN GOOD CONDITION.
 BL0430
 BL0430                          STATION RECOVERY (1988)
 BL0430
 BL0430'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0430'RECOVERED IN GOOD CONDITION.
 BL0430
 BL0430                          STATION RECOVERY (1995)
 BL0430
 BL0430'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0430'MARK NOT FOUND.
 BL0430
 BL0430                          STATION RECOVERY (2004)
 BL0430
 BL0430'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3122 ***********************************************************************
 AW3122  DESIGNATION -  S 1140
 AW3122  PID         -  AW3122
 AW3122  STATE/COUNTY-  TX/LIBERTY
 AW3122  USGS QUAD   -  WHITES BAYOU (1994)
 AW3122
 AW3122                         *CURRENT SURVEY CONTROL
 AW3122  ___________________________________________________________________
 AW3122* NAD 83(1986)-  29 56 36.     (N)    094 35 56.     (W)     SCALED    
 AW3122* NAVD 88     -        13.63   (+/-2cm)      44.7    (feet)  VERTCON   
 AW3122  ___________________________________________________________________
 AW3122  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3122
 AW3122  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3122
 AW3122.The horizontal coordinates were scaled from a topographic map and have
 AW3122.an estimated accuracy of +/- 6 seconds.
 AW3122
 AW3122.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3122.The vertical order pertains to the NGVD 29 superseded value.
 AW3122
 AW3122.The geoid height was determined by GEOID03.
 AW3122
 AW3122;                    North         East    Units  Estimated Accuracy
 AW3122;SPC TX C     - 3,044,940.    1,253,390.      MT  (+/- 180 meters Scaled)
 AW3122
 AW3122                          SUPERSEDED SURVEY CONTROL
 AW3122
 AW3122  NGVD 29 (??/??/92)   13.630  (m)           44.72   (f) ADJ UNCH    1 2
 AW3122
 AW3122.Superseded values are not recommended for survey control.
 AW3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3122.See file dsdata.txt to determine how the superseded data were derived.
 AW3122
 AW3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP456135(NAD 83)
 AW3122_MARKER: DB = BENCH MARK DISK
 AW3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3122_STAMPING: S 1140 1959
 AW3122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3122+STABILITY: SURFACE MOTION
 AW3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3122+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3122
 AW3122  HISTORY     - Date     Condition        Report By
 AW3122  HISTORY     - 1959     MONUMENTED       CGS
 AW3122  HISTORY     - 1973     GOOD             NGS
 AW3122  HISTORY     - 20060121 GOOD             USPSQD
 AW3122
 AW3122                          STATION DESCRIPTION
 AW3122
 AW3122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3122'6.15 MI N FROM HANKAMER.
 AW3122'ABOUT 6.15 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF
 AW3122'CHRIST AT HANKAMER, AT THE JUNCTION OF FARM ROAD 1410, 63 FEET EAST OF
 AW3122'THE CENTER LINE OF THE HIGHWAY, 54 FEET SOUTH OF THE CENTER LINE OF
 AW3122'FARM ROAD 1410, 24 FEET SOUTHWEST OF POWER POLE 116, 1 FOOT NORTH OF A
 AW3122'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW3122'CONCRETE POST PROJECTING 8 INCHES.  ALSO ABOUT 6.15 MILES SOUTH ALONG
 AW3122'STATE HIGHWAY 61 FROM THE JUNCTION OF U. S. HIGHWAY 90 AT DEVERS.
 AW3122'NOTE-- BROKEN OFF ON EAST SIDE.
 AW3122
 AW3122                          STATION RECOVERY (2006)
 AW3122
 AW3122'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3122'FOUND AS DESCRIBED. FOUND 1 FOOT NORTH WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0301 ***********************************************************************
 DO0301  DESIGNATION -  S 114=1014 USGS
 DO0301  PID         -  DO0301
 DO0301  STATE/COUNTY-  TX/WICHITA
 DO0301  USGS QUAD   -  IOWA PARK (1972)
 DO0301
 DO0301                         *CURRENT SURVEY CONTROL
 DO0301  ___________________________________________________________________
 DO0301* NAD 83(1986)-  33 57 09.     (N)    098 40 47.     (W)     SCALED    
 DO0301* NAVD 88     -       309.427  (meters)    1015.18   (feet)  ADJUSTED  
 DO0301  ___________________________________________________________________
 DO0301  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DO0301  DYNAMIC HT  -         309.086 (meters)    1014.06  (feet)  COMP
 DO0301  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 DO0301
 DO0301  VERT ORDER  -  FIRST     CLASS II
 DO0301
 DO0301.The horizontal coordinates were scaled from a topographic map and have
 DO0301.an estimated accuracy of +/- 6 seconds.
 DO0301
 DO0301.The orthometric height was determined by differential leveling
 DO0301.and adjusted by the National Geodetic Survey in June 1991..
 DO0301
 DO0301.The geoid height was determined by GEOID03.
 DO0301
 DO0301.The dynamic height is computed by dividing the NAVD 88
 DO0301.geopotential number by the normal gravity value computed on the
 DO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0301.degrees latitude (g = 980.6199 gals.).
 DO0301
 DO0301.The modeled gravity was interpolated from observed gravity values.
 DO0301
 DO0301;                    North         East    Units  Estimated Accuracy
 DO0301;SPC TXNC     - 2,253,500.      583,390.      MT  (+/- 180 meters Scaled)
 DO0301
 DO0301                          SUPERSEDED SURVEY CONTROL
 DO0301
 DO0301  NGVD 29 (??/??/92)  309.340  (m)         1014.89   (f) ADJ UNCH    1 2
 DO0301
 DO0301.Superseded values are not recommended for survey control.
 DO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0301.See file dsdata.txt to determine how the superseded data were derived.
 DO0301
 DO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC295569(NAD 83)
 DO0301_MARKER: DD = SURVEY DISK
 DO0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0301_SP_SET: ABUTMENT
 DO0301_STAMPING: 1014.89 S 114 1933
 DO0301_MARK LOGO: USGS  
 DO0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0301
 DO0301  HISTORY     - Date     Condition        Report By
 DO0301  HISTORY     - 1933     MONUMENTED       USGS
 DO0301  HISTORY     - 1957     GOOD             NGS
 DO0301  HISTORY     - 1984     GOOD             NGS
 DO0301  HISTORY     - 20010525 GOOD             USPSQD
 DO0301
 DO0301                          STATION DESCRIPTION
 DO0301
 DO0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0301'0.6 MI NW FROM IOWA PARK.
 DO0301'0.6 MILE NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0301'IOWA PARK, WICHITA COUNTY, AT MILEAGE 125.56, AT A CONCRETE BRIDGE,
 DO0301'AND IN THE SOUTH END OF THE EAST ABUTMENT.  A U. S. GEOLOGICAL SURVEY
 DO0301'STANDARD DISK, STAMPED 1014.89 S 114 1933.
 DO0301
 DO0301                          STATION RECOVERY (1984)
 DO0301
 DO0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0301'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.4 KM (11.45
 DO0301'MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 DO0301'JUNCTION WITH 7TH STREET IN WICHITA FALLS, IN TOP OF THE SOUTHWEST END
 DO0301'OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 125.56,
 DO0301'0.9 KM (0.55 MI) NORTHWEST OF THE INTERSECTION OF FARM ROAD 368, AND
 DO0301'1.6 METERS (5.2 FT) SOUTHWEST OF THE NEAR RAIL.
 DO0301'THE MARK IS 0.9 M BELOW THE TRACKS.
 DO0301
 DO0301                          STATION RECOVERY (2001)
 DO0301
 DO0301'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3611 ***********************************************************************
 AW3611  DESIGNATION -  S 1142
 AW3611  PID         -  AW3611
 AW3611  STATE/COUNTY-  TX/HARRIS
 AW3611  USGS QUAD   -  PASADENA (1995)
 AW3611
 AW3611                         *CURRENT SURVEY CONTROL
 AW3611  ___________________________________________________________________
 AW3611* NAD 83(1986)-  29 44 48.     (N)    095 09 49.     (W)     SCALED    
 AW3611* NAVD 88     -         4.85   (+/-2cm)      15.9    (feet)  VERTCON   
 AW3611  ___________________________________________________________________
 AW3611  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3611
 AW3611  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3611
 AW3611.The horizontal coordinates were scaled from a topographic map and have
 AW3611.an estimated accuracy of +/- 6 seconds.
 AW3611
 AW3611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3611.The vertical order pertains to the NGVD 29 superseded value.
 AW3611
 AW3611.The geoid height was determined by GEOID03.
 AW3611
 AW3611;                    North         East    Units  Estimated Accuracy
 AW3611;SPC TXSC     - 4,218,140.      970,990.      MT  (+/- 180 meters Scaled)
 AW3611
 AW3611                          SUPERSEDED SURVEY CONTROL
 AW3611
 AW3611  NGVD 29 (??/??/92)    4.850  (m)           15.91   (f) ADJ UNCH    1 2
 AW3611
 AW3611.Superseded values are not recommended for survey control.
 AW3611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3611.See file dsdata.txt to determine how the superseded data were derived.
 AW3611
 AW3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN907926(NAD 83)
 AW3611_MARKER: DB = BENCH MARK DISK
 AW3611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3611_SP_SET: 43 FT.
 AW3611_STAMPING: S 1142 1959
 AW3611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3611
 AW3611  HISTORY     - Date     Condition        Report By
 AW3611  HISTORY     - 1959     MONUMENTED       CGS
 AW3611  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3611
 AW3611                          STATION DESCRIPTION
 AW3611
 AW3611'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3611'4.1 MI NE FROM PASADENA.
 AW3611'ABOUT 4.1 MILES NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3611'NORTH ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ABOUT 0.25 MILE
 AW3611'SOUTHEAST AND ACROSS GREENS BAYOU FROM THE TODD SHIP YARD, 240 YARDS
 AW3611'NORTHWEST OF THE HIGH WATER LINE OF THE CHANNEL, 180 YARDS SOUTHEAST
 AW3611'OF THE HIGH WATER LINE OF THE BAYUOU, 134 FEET SOUTHEAST OF THE CENTER
 AW3611'LINE OF A CLAY ROAD, 61 1/2 FEET WEST OF A 3-FORKED LONE WILLOW TREE,
 AW3611'2 FEET EAST OF A METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH
 AW3611'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 43 FEET AND IS ENCASED
 AW3611'IN A 6-INCH CONCRETE TILE PROJECTING 10 INCHES.
 AW3611
 AW3611                          STATION RECOVERY (1964)
 AW3611
 AW3611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3889 ***********************************************************************
 AW3889  DESIGNATION -  S 1143 RESET 1973
 AW3889  PID         -  AW3889
 AW3889  STATE/COUNTY-  TX/BRAZORIA
 AW3889  USGS QUAD   -  ANGLETON (1974)
 AW3889
 AW3889                         *CURRENT SURVEY CONTROL
 AW3889  ___________________________________________________________________
 AW3889* NAD 83(1986)-  29 13 14.     (N)    095 25 36.     (W)     SCALED    
 AW3889* NAVD 88     -        10.46   (+/-2cm)      34.3    (feet)  VERTCON   
 AW3889  ___________________________________________________________________
 AW3889  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW3889
 AW3889  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW3889
 AW3889.The horizontal coordinates were scaled from a topographic map and have
 AW3889.an estimated accuracy of +/- 6 seconds.
 AW3889
 AW3889.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3889.The vertical order pertains to the NGVD 29 superseded value.
 AW3889
 AW3889.The geoid height was determined by GEOID03.
 AW3889
 AW3889;                    North         East    Units  Estimated Accuracy
 AW3889;SPC TXSC     - 4,159,050.      947,340.      MT  (+/- 180 meters Scaled)
 AW3889
 AW3889                          SUPERSEDED SURVEY CONTROL
 AW3889
 AW3889  NGVD 29 (??/??/92)   10.46   (m)           34.3    (f) COMPUTED    1 1
 AW3889
 AW3889.Superseded values are not recommended for survey control.
 AW3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3889.See file dsdata.txt to determine how the superseded data were derived.
 AW3889
 AW3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN641348(NAD 83)
 AW3889_MARKER: DB = BENCH MARK DISK
 AW3889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3889_SP_SET: WELL CASING
 AW3889_STAMPING: S 1143 RESET 1959 1973
 AW3889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3889
 AW3889  HISTORY     - Date     Condition        Report By
 AW3889  HISTORY     - 1973     MONUMENTED       NGS
 AW3889  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW3889
 AW3889                          STATION DESCRIPTION
 AW3889
 AW3889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3889'4.05 MI NE FROM ANGLETON.
 AW3889'2.3 MILES NORTH ALONG STATE HIGHWAY 288 FROM THE COUNTY COURTHOUSE AT
 AW3889'ANGLETON, THENCE ABOUT 0.3 MILE EAST ALONG A SHELL ROAD, THENCE 1.3
 AW3889'MILE NORTH ALONG A MACADUM ROAD, THENCE 0.15 MILE EAST ALONG A PRIVATE
 AW3889'SHELL ROAD, AT THE MINNIE W. METTLER B-1 WELL WHICH IS 10,496 FEET
 AW3889'DEEP, ABOUT 0.4 MILE SOUTH OF A HIGH VOLTAGE SUB-STATION, ABOUT 0.3
 AW3889'MILE WEST OF AN IRRIGATION DITCH, ABOUT 0.15 MILE EAST OF A CORRAL, 47
 AW3889'FEET NORTH OF THE CENTER LINE OF THE SHELL ROAD, SET IN THE TOP OF THE
 AW3889'SOUTH SIDE OF A 9 5/8-INCH GAS WELL CASING WITH A 1 1/2-INCH PIPE AND
 AW3889'VALVE IN THE CENTER, AND ABOUT FLUSH WITH THE GROUND. S 1143 RP IS A
 AW3889'CHISLED CROSS.
 AW3889
 AW3889                          STATION RECOVERY (1997)
 AW3889
 AW3889'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0481 ***********************************************************************
 AW0481  DESIGNATION -  S 1144
 AW0481  PID         -  AW0481
 AW0481  STATE/COUNTY-  TX/GALVESTON
 AW0481  USGS QUAD   -  HITCHCOCK (1974)
 AW0481
 AW0481                         *CURRENT SURVEY CONTROL
 AW0481  ___________________________________________________________________
 AW0481* NAD 83(1986)-  29 21 11.     (N)    095 01 56.     (W)     SCALED    
 AW0481* NAVD 88     -         3.656  (meters)      11.99   (feet)  ADJUSTED  
 AW0481  ___________________________________________________________________
 AW0481  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW0481  DYNAMIC HT  -           3.651 (meters)      11.98  (feet)  COMP
 AW0481  MODELED GRAV-     979,264.3   (mgal)                       NAVD 88
 AW0481
 AW0481  VERT ORDER  -  FIRST     CLASS I
 AW0481
 AW0481.The horizontal coordinates were scaled from a topographic map and have
 AW0481.an estimated accuracy of +/- 6 seconds.
 AW0481
 AW0481.The orthometric height was determined by differential leveling
 AW0481.and adjusted by the National Geodetic Survey in June 1991..
 AW0481
 AW0481.The geoid height was determined by GEOID03.
 AW0481
 AW0481.The dynamic height is computed by dividing the NAVD 88
 AW0481.geopotential number by the normal gravity value computed on the
 AW0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0481.degrees latitude (g = 980.6199 gals.).
 AW0481
 AW0481.The modeled gravity was interpolated from observed gravity values.
 AW0481
 AW0481;                    North         East    Units  Estimated Accuracy
 AW0481;SPC TXSC     - 4,174,960.      985,170.      MT  (+/- 180 meters Scaled)
 AW0481
 AW0481                          SUPERSEDED SURVEY CONTROL
 AW0481
 AW0481  NGVD 29 (12/23/87)    3.653  (m)           11.98   (f) ADJUSTED    1 1
 AW0481
 AW0481.Superseded values are not recommended for survey control.
 AW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0481.See file dsdata.txt to determine how the superseded data were derived.
 AW0481
 AW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN027488(NAD 83)
 AW0481_MARKER: DB = BENCH MARK DISK
 AW0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0481_SP_SET: COPPER-CLAD STEEL ROD
 AW0481_STAMPING: S 1144 1959
 AW0481_MARK LOGO: CGS   
 AW0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0481+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW0481
 AW0481  HISTORY     - Date     Condition        Report By
 AW0481  HISTORY     - 1959     MONUMENTED       CGS
 AW0481  HISTORY     - 1973     GOOD             NGS
 AW0481  HISTORY     - 1978     GOOD             NGS
 AW0481  HISTORY     - 1987     GOOD             USPSQD
 AW0481  HISTORY     - 1987     GOOD             USPSQD
 AW0481  HISTORY     - 1987     GOOD             USPSQD
 AW0481  HISTORY     - 1987     GOOD             NGS
 AW0481  HISTORY     - 1987     GOOD             USPSQD
 AW0481  HISTORY     - 1987     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1988     GOOD             USPSQD
 AW0481  HISTORY     - 1989     GOOD             USPSQD
 AW0481  HISTORY     - 1989     GOOD             USPSQD
 AW0481  HISTORY     - 1990     POOR             USPSQD
 AW0481  HISTORY     - 19940917 GOOD             USPSQD
 AW0481  HISTORY     - 20030719 GOOD             USPSQD
 AW0481  HISTORY     - 20041021 GOOD             USPSQD
 AW0481  HISTORY     - 20060523 GOOD             USPSQD
 AW0481
 AW0481                          STATION DESCRIPTION
 AW0481
 AW0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0481'0.85 MI W FROM HITCHCOCK.
 AW0481'0.85 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0481'THE STATION AT HITCHCOCK, 0.15 MILE WEST OF THE CROSSING OF FARM ROAD
 AW0481'2004, AT A ROADSIDE PARK, 6 1/2 RAILS EAST OF MILEPOST 15, 60.7 FEET
 AW0481'NORTH OF THE NORTH RAIL, 50.7 FEET SOUTH OF THE SOUTH EDGE OF THE
 AW0481'CENTER ONE OF THREE CONCRETE PATIOS, 17 FEET SOUTHEAST OF A TELEPHONE
 AW0481'POLE, ABOUT 4 FEET LOWER THAN THE TRACK, THE MARK IS SURROUNDED BY
 AW0481'THREE WOODEN WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW0481'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 60 FEET.  THE UPPER PORTION
 AW0481'OF THE ROD IS ENCASED IN A 6-INCH CONCRETE PIPE PROJECTING 0.9 FOOT
 AW0481'ABOVE THE GROUND.
 AW0481
 AW0481                          STATION RECOVERY (1978)
 AW0481
 AW0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1987)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1987)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1987)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1987)
 AW0481
 AW0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1987)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1987)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (LSG)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1988)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1989)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1989)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1990)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0481'MARK RECOVERED IN POOR CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (1994)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (2003)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (2004)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0481'RECOVERED IN GOOD CONDITION.
 AW0481
 AW0481                          STATION RECOVERY (2006)
 AW0481
 AW0481'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW0481'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1475 ***********************************************************************
 AW1475  DESIGNATION -  S 1145
 AW1475  PID         -  AW1475
 AW1475  STATE/COUNTY-  TX/CHAMBERS
 AW1475  USGS QUAD   -  ANAHUAC (1993)
 AW1475
 AW1475                         *CURRENT SURVEY CONTROL
 AW1475  ___________________________________________________________________
 AW1475* NAD 83(1986)-  29 50 19.     (N)    094 42 43.     (W)     SCALED    
 AW1475* NAVD 88     -         4.73   (+/-2cm)      15.5    (feet)  VERTCON   
 AW1475  ___________________________________________________________________
 AW1475  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW1475  OBS GRAVITY -     979,292.3   (mgal)                       GRAV_OBS
 AW1475
 AW1475  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1475
 AW1475.The horizontal coordinates were scaled from a topographic map and have
 AW1475.an estimated accuracy of +/- 6 seconds.
 AW1475
 AW1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1475.The vertical order pertains to the NGVD 29 superseded value.
 AW1475
 AW1475.The geoid height was determined by GEOID03.
 AW1475.The observed gravity was obtained from relative gravimeter ties
 AW1475.to the IGSN71 gravity network.
 AW1475
 AW1475;                    North         East    Units  Estimated Accuracy
 AW1475;SPC TXSC     - 4,229,840.    1,014,270.      MT  (+/- 180 meters Scaled)
 AW1475
 AW1475                          SUPERSEDED SURVEY CONTROL
 AW1475
 AW1475  NGVD 29 (??/??/92)    4.735  (m)           15.53   (f) ADJ UNCH    1 2
 AW1475
 AW1475.Superseded values are not recommended for survey control.
 AW1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1475.See file dsdata.txt to determine how the superseded data were derived.
 AW1475
 AW1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP346021(NAD 83)
 AW1475_MARKER: DB = BENCH MARK DISK
 AW1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1475_STAMPING: S 1146 1959
 AW1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1475+STABILITY: SURFACE MOTION
 AW1475
 AW1475  HISTORY     - Date     Condition        Report By
 AW1475  HISTORY     - 1959     MONUMENTED       CGS
 AW1475  HISTORY     - 1973     GOOD             NGS
 AW1475  HISTORY     - 1975     GOOD             NGS
 AW1475  HISTORY     - 1978     GOOD             NGS
 AW1475  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW1475  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1475  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1475
 AW1475                          STATION DESCRIPTION
 AW1475
 AW1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1475'1 MI W FROM WALLISVILLE.
 AW1475'ABOUT 1 MILE WEST ALONG INTERSTATE 10 FROM THE INTERSTATE OVERPASS
 AW1475'OVER FARM ROAD 563 AT WALLISVILLE, ABOUT 129 FEET SOUTH OF THE CENTER
 AW1475'LINE OF THE EASTBOUND TRAFFIC LANES OF THE HIGHWAY, 195 FEET WEST OF
 AW1475'THE CENTER LINE OF A SHELL ROAD LEADING SOUTH, 50 FEET SOUTH OF THE
 AW1475'CENTER LINE OF THE ACCESS ROAD PARALLELING THE HIGHWAY, 2 FEET WEST OF
 AW1475'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW1475'8 INCHES.
 AW1475
 AW1475                          STATION RECOVERY (1975)
 AW1475
 AW1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AW1475'RECOVERED IN GOOD CONDITION.
 AW1475
 AW1475                          STATION RECOVERY (1978)
 AW1475
 AW1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1475'RECOVERED IN GOOD CONDITION.
 AW1475
 AW1475                          STATION RECOVERY (1996)
 AW1475
 AW1475'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1475'MARK NOT FOUND.
 AW1475
 AW1475                          STATION RECOVERY (2001)
 AW1475
 AW1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1475'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1475
 AW1475                          STATION RECOVERY (2005)
 AW1475
 AW1475'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1718 ***********************************************************************
 AW1718  DESIGNATION -  S 1147 RESET
 AW1718  PID         -  AW1718
 AW1718  STATE/COUNTY-  TX/HARRIS
 AW1718  USGS QUAD   -  PASADENA (1995)
 AW1718
 AW1718                         *CURRENT SURVEY CONTROL
 AW1718  ___________________________________________________________________
 AW1718* NAD 83(1986)-  29 41 31.     (N)    095 10 17.     (W)     SCALED    
 AW1718* NAVD 88     -         9.825  (meters)      32.23   (feet)  ADJUSTED  
 AW1718  ___________________________________________________________________
 AW1718  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1718  DYNAMIC HT  -           9.812 (meters)      32.19  (feet)  COMP
 AW1718  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 AW1718
 AW1718  VERT ORDER  -  FIRST     CLASS II
 AW1718
 AW1718.The horizontal coordinates were scaled from a topographic map and have
 AW1718.an estimated accuracy of +/- 6 seconds.
 AW1718
 AW1718.The orthometric height was determined by differential leveling
 AW1718.and adjusted by the National Geodetic Survey in June 1991..
 AW1718
 AW1718.The geoid height was determined by GEOID03.
 AW1718
 AW1718.The dynamic height is computed by dividing the NAVD 88
 AW1718.geopotential number by the normal gravity value computed on the
 AW1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1718.degrees latitude (g = 980.6199 gals.).
 AW1718
 AW1718.The modeled gravity was interpolated from observed gravity values.
 AW1718
 AW1718;                    North         East    Units  Estimated Accuracy
 AW1718;SPC TXSC     - 4,212,050.      970,430.      MT  (+/- 180 meters Scaled)
 AW1718
 AW1718                          SUPERSEDED SURVEY CONTROL
 AW1718
 AW1718  NGVD 29 (12/23/87)    9.822  (m)           32.22   (f) ADJUSTED    1 2
 AW1718
 AW1718.Superseded values are not recommended for survey control.
 AW1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1718.See file dsdata.txt to determine how the superseded data were derived.
 AW1718
 AW1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN899866(NAD 83)
 AW1718_MARKER: DB = BENCH MARK DISK
 AW1718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1718_SP_SET: STORM DRAIN
 AW1718_STAMPING: S 1147 RESET 1969
 AW1718_MARK LOGO: CGS   
 AW1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1718+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 AW1718
 AW1718  HISTORY     - Date     Condition        Report By
 AW1718  HISTORY     - 1969     MONUMENTED       CGS
 AW1718  HISTORY     - 1978     GOOD             DOD
 AW1718  HISTORY     - 1978     GOOD             NGS
 AW1718  HISTORY     - 1986     GOOD             NGS
 AW1718  HISTORY     - 1987     POOR             USPSQD
 AW1718  HISTORY     - 1989     GOOD             USPSQD
 AW1718  HISTORY     - 1989     GOOD             USPSQD
 AW1718  HISTORY     - 19980307 GOOD             USPSQD
 AW1718  HISTORY     - 20041126 GOOD             USPSQD
 AW1718
 AW1718                          STATION DESCRIPTION
 AW1718
 AW1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AW1718'IN PASADENA.
 AW1718'ABOUT 0.1 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1718'RAILROAD FROM THE STATION AT DUMONT, THENCE ABOUT 3.75 MILES EAST
 AW1718'ALONG SPENCER HIGHWAY, THENCE 1.9 MILES NORTH ALONG PRESTON AVENUE,
 AW1718'THENCE 0.2 MILE EAST ALONG SOUTHMORE AVENUE TO SITE OF BENCH MARK, 213
 AW1718'FEET SOUTHWEST OF THE SOUTHWEST CURB OF RED BLUFF ROAD, 34 FEET WEST
 AW1718'OF THE SOUTHEAST CORNER OF BOARD FENCE AROUND GARY FIELD BASEBALL
 AW1718'GROUNDS, IN SOUTHWEST END OF A WATER INLET AT THE SOUTHEAST CURB OF
 AW1718'SOUTHMORE AVENUE.  A C AND GS BENCH MARK DISK CEMENTED IN A DRILL HOLE
 AW1718'FLUSH WITH CONCRETE.
 AW1718
 AW1718                          STATION RECOVERY (1978)
 AW1718
 AW1718'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1718'RECOVERED IN GOOD CONDITION.
 AW1718
 AW1718                          STATION RECOVERY (1978)
 AW1718
 AW1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1718'RECOVERED IN GOOD CONDITION.
 AW1718
 AW1718                          STATION RECOVERY (1986)
 AW1718
 AW1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1718'RESOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1718'EXCEPT THE BOARD FENCE IS NOW A CHAIN LINK FENCE.
 AW1718
 AW1718                          STATION RECOVERY (1987)
 AW1718
 AW1718'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1718'MARK RECOVERED IN POOR CONDITION.
 AW1718
 AW1718                          STATION RECOVERY (1989)
 AW1718
 AW1718'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1718'RECOVERED IN GOOD CONDITION.
 AW1718
 AW1718                          STATION RECOVERY (1989)
 AW1718
 AW1718'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1718'RECOVERED IN GOOD CONDITION.
 AW1718
 AW1718                          STATION RECOVERY (1998)
 AW1718
 AW1718'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1718'RECOVERED IN GOOD CONDITION.
 AW1718
 AW1718                          STATION RECOVERY (2004)
 AW1718
 AW1718'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0276 ***********************************************************************
 AX0276  DESIGNATION -  S 1148
 AX0276  PID         -  AX0276
 AX0276  STATE/COUNTY-  TX/WALLER
 AX0276  USGS QUAD   -  SAN FELIPE (1980)
 AX0276
 AX0276                         *CURRENT SURVEY CONTROL
 AX0276  ___________________________________________________________________
 AX0276* NAD 83(1986)-  29 46 07.     (N)    096 00 43.     (W)     SCALED    
 AX0276* NAVD 88     -        36.42   (+/-2cm)     119.5    (feet)  VERTCON   
 AX0276  ___________________________________________________________________
 AX0276  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0276
 AX0276  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX0276
 AX0276.The horizontal coordinates were scaled from a topographic map and have
 AX0276.an estimated accuracy of +/- 6 seconds.
 AX0276
 AX0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0276.The vertical order pertains to the NGVD 29 superseded value.
 AX0276
 AX0276.The geoid height was determined by GEOID03.
 AX0276
 AX0276;                    North         East    Units  Estimated Accuracy
 AX0276;SPC TXSC     - 4,218,170.      888,910.      MT  (+/- 180 meters Scaled)
 AX0276
 AX0276                          SUPERSEDED SURVEY CONTROL
 AX0276
 AX0276  NGVD 29 (??/??/92)   36.400  (m)          119.42   (f) ADJ UNCH    1 1
 AX0276
 AX0276.Superseded values are not recommended for survey control.
 AX0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0276.See file dsdata.txt to determine how the superseded data were derived.
 AX0276
 AX0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT889968(NAD 83)
 AX0276_MARKER: DB = BENCH MARK DISK
 AX0276_SETTING: 0 = UNSPECIFIED SETTING
 AX0276_STAMPING: S 1148 1959
 AX0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0276
 AX0276  HISTORY     - Date     Condition        Report By
 AX0276  HISTORY     - 1959     MONUMENTED       CGS
 AX0276  HISTORY     - 1973     GOOD             NGS
 AX0276  HISTORY     - 1978     GOOD             NGS
 AX0276  HISTORY     - 1986     MARK NOT FOUND   NGS
 AX0276  HISTORY     - 19990718 GOOD             USPSQD
 AX0276
 AX0276                          STATION DESCRIPTION
 AX0276
 AX0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0276'3.95 MI SW FROM BROOKSHIRE.
 AX0276'ABOUT 3.05 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0276'THE STATION AT BROOKSHIRE, THENCE 0.9 MILE SOUTHWEST ALONG A PAVED
 AX0276'ROAD AT THE CROSSING OF A POWER LINE, ABOUT 38 FEET WEST OF THE CENTER
 AX0276'LINE OF THE PAVED ROAD, 10 FEET SOUTH OF THE CENTER OF AN IRON-FRAME
 AX0276'GATE, 1 1/2 FEET EAST OF A FENCE, ABOUT FLUSH WITH THE GROUND, AND
 AX0276'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 AX0276
 AX0276                          STATION RECOVERY (1978)
 AX0276
 AX0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0276'RECOVERED IN GOOD CONDITION.
 AX0276
 AX0276                          STATION RECOVERY (1986)
 AX0276
 AX0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0276'NOT RECOVERED.
 AX0276
 AX0276                          STATION RECOVERY (1999)
 AX0276
 AX0276'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1176 ***********************************************************************
 BL1176  DESIGNATION -  S 1149
 BL1176  PID         -  BL1176
 BL1176  STATE/COUNTY-  TX/MONTGOMERY
 BL1176  USGS QUAD   -  TAMINA (1979)
 BL1176
 BL1176                         *CURRENT SURVEY CONTROL
 BL1176  ___________________________________________________________________
 BL1176* NAD 83(1986)-  30 08 08.     (N)    095 25 53.     (W)     SCALED    
 BL1176* NAVD 88     -        36.09   (+/-2cm)     118.4    (feet)  VERTCON   
 BL1176  ___________________________________________________________________
 BL1176  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1176  OBS GRAVITY -     979,306.1   (mgal)                       GRAV_OBS
 BL1176
 BL1176  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1176
 BL1176.The horizontal coordinates were scaled from a topographic map and have
 BL1176.an estimated accuracy of +/- 6 seconds.
 BL1176
 BL1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1176.The vertical order pertains to the NGVD 29 superseded value.
 BL1176
 BL1176.The geoid height was determined by GEOID03.
 BL1176.The observed gravity was obtained from relative gravimeter ties
 BL1176.to the IGSN71 gravity network.
 BL1176
 BL1176;                    North         East    Units  Estimated Accuracy
 BL1176;SPC TX C     - 3,062,390.    1,172,170.      MT  (+/- 180 meters Scaled)
 BL1176
 BL1176                          SUPERSEDED SURVEY CONTROL
 BL1176
 BL1176  NGVD 29 (??/??/92)   36.091  (m)          118.41   (f) ADJ UNCH    1 1
 BL1176
 BL1176.Superseded values are not recommended for survey control.
 BL1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1176.See file dsdata.txt to determine how the superseded data were derived.
 BL1176
 BL1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP657363(NAD 83)
 BL1176_MARKER: DB = BENCH MARK DISK
 BL1176_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1176_SP_SET: 48 FEET
 BL1176_STAMPING: S 1149 1959
 BL1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1176
 BL1176  HISTORY     - Date     Condition        Report By
 BL1176  HISTORY     - 1959     MONUMENTED       CGS
 BL1176  HISTORY     - 1973     GOOD             NGS
 BL1176  HISTORY     - 1978     GOOD             NGS
 BL1176  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1176  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1176
 BL1176                          STATION DESCRIPTION
 BL1176
 BL1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1176'4.1 MI N FROM SPRING.
 BL1176'ABOUT 4.1 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1176'CROSSING OF SPRING SCHOOL ROAD, AT THE CROSSING OF A PRIVATE ROAD
 BL1176'LEADING EAST TO AN OIL FIELD, 46.3 FEET WEST OF THE WEST RAIL, 43.7
 BL1176'FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 8 FEET NORTH OF AN
 BL1176'UNDERGROUND PETROLEUM PIPELINE MARKER POST, 1.5 FEET EAST OF A FENCE,
 BL1176'1 1/2 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 3 FEET BELOW THE
 BL1176'LEVEL OF THE RAIL, SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD
 BL1176'PROTECTED BY A 6-INCH CEMENT TILE WHICH PROJECT 0.5 FOOT.  THE ROD WAS
 BL1176'DRIVEN TO A DEPTH OF 48 FEET.
 BL1176
 BL1176                          STATION RECOVERY (1978)
 BL1176
 BL1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1176'RECOVERED IN GOOD CONDITION.
 BL1176
 BL1176                          STATION RECOVERY (1987)
 BL1176
 BL1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1176'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
 BL1176
 BL1176                          STATION RECOVERY (2004)
 BL1176
 BL1176'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2184 ***********************************************************************
 CS2184  DESIGNATION -  S 115
 CS2184  PID         -  CS2184
 CS2184  STATE/COUNTY-  TX/HOOD
 CS2184  USGS QUAD   -  GRANBURY (1979)
 CS2184
 CS2184                         *CURRENT SURVEY CONTROL
 CS2184  ___________________________________________________________________
 CS2184* NAD 83(1986)-  32 22 37.     (N)    097 46 49.     (W)     SCALED    
 CS2184* NAVD 88     -       268.597  (meters)     881.22   (feet)  ADJUSTED  
 CS2184  ___________________________________________________________________
 CS2184  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CS2184  DYNAMIC HT  -         268.269 (meters)     880.15  (feet)  COMP
 CS2184  MODELED GRAV-     979,411.6   (mgal)                       NAVD 88
 CS2184
 CS2184  VERT ORDER  -  SECOND    CLASS 0
 CS2184
 CS2184.The horizontal coordinates were scaled from a topographic map and have
 CS2184.an estimated accuracy of +/- 6 seconds.
 CS2184
 CS2184.The orthometric height was determined by differential leveling
 CS2184.and adjusted by the National Geodetic Survey in June 1991..
 CS2184
 CS2184.The geoid height was determined by GEOID03.
 CS2184
 CS2184.The dynamic height is computed by dividing the NAVD 88
 CS2184.geopotential number by the normal gravity value computed on the
 CS2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2184.degrees latitude (g = 980.6199 gals.).
 CS2184
 CS2184.The modeled gravity was interpolated from observed gravity values.
 CS2184
 CS2184;                    North         East    Units  Estimated Accuracy
 CS2184;SPC TXNC     - 2,079,000.      667,730.      MT  (+/- 180 meters Scaled)
 CS2184
 CS2184                          SUPERSEDED SURVEY CONTROL
 CS2184
 CS2184  NGVD 29 (??/??/92)  268.56   (m)          881.1    (f) COMPUTED    2 0
 CS2184
 CS2184.Superseded values are not recommended for survey control.
 CS2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2184.See file dsdata.txt to determine how the superseded data were derived.
 CS2184
 CS2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA147828(NAD 83)
 CS2184_MARKER: DB = BENCH MARK DISK
 CS2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2184_STAMPING: S-115 1933
 CS2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2184+STABILITY: SURFACE MOTION
 CS2184
 CS2184  HISTORY     - Date     Condition        Report By
 CS2184  HISTORY     - 1933     MONUMENTED       CGS
 CS2184  HISTORY     - 1952     MARK NOT FOUND   NGS
 CS2184  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2184
 CS2184                          STATION DESCRIPTION
 CS2184
 CS2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS2184'5.36 MI S FROM GRANBURY.
 CS2184'ALONG THE GRANBURY-GLEN ROSE ROAD 0.9 MILE NORTH OF SMALL COUNTRY
 CS2184'STORE AND 33 FT. EAST OF THE CENTERLINE OF THE ROAD IN THE NORTHWEST
 CS2184'CORNER OF THE FIELD WHERE THE RIGHT-OF-WAY FENCE JOGS AND AT THE NORTH
 CS2184'END OF THE WIRE GATE TO AN OLD FIELD ROAD TO THE EAST AND ON THE SOUTH
 CS2184'LINE OF THE GEO. WATTERS PLACE.
 CS2184
 CS2184                          STATION RECOVERY (1952)
 CS2184
 CS2184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS2184'MARK NOT FOUND.
 CS2184
 CS2184                          STATION RECOVERY (2004)
 CS2184
 CS2184'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CS2184'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2348 ***********************************************************************
 AW2348  DESIGNATION -  S 1150
 AW2348  PID         -  AW2348
 AW2348  STATE/COUNTY-  TX/HARRIS
 AW2348  USGS QUAD   -  BELLAIRE (1995)
 AW2348
 AW2348                         *CURRENT SURVEY CONTROL
 AW2348  ___________________________________________________________________
 AW2348* NAD 83(1986)-  29 43 05.     (N)    095 26 51.     (W)     SCALED    
 AW2348* NAVD 88     -        16.330  (meters)      53.58   (feet)  ADJUSTED  
 AW2348  ___________________________________________________________________
 AW2348  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2348  DYNAMIC HT  -          16.308 (meters)      53.50  (feet)  COMP
 AW2348  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 AW2348
 AW2348  VERT ORDER  -  FIRST     CLASS II
 AW2348
 AW2348.The horizontal coordinates were scaled from a topographic map and have
 AW2348.an estimated accuracy of +/- 6 seconds.
 AW2348
 AW2348.The orthometric height was determined by differential leveling
 AW2348.and adjusted by the National Geodetic Survey in September 1996..
 AW2348
 AW2348.The geoid height was determined by GEOID03.
 AW2348
 AW2348.The dynamic height is computed by dividing the NAVD 88
 AW2348.geopotential number by the normal gravity value computed on the
 AW2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2348.degrees latitude (g = 980.6199 gals.).
 AW2348
 AW2348.The modeled gravity was interpolated from observed gravity values.
 AW2348
 AW2348;                    North         East    Units  Estimated Accuracy
 AW2348;SPC TXSC     - 4,214,100.      943,640.      MT  (+/- 180 meters Scaled)
 AW2348
 AW2348                          SUPERSEDED SURVEY CONTROL
 AW2348
 AW2348  NAVD 88 (06/15/91)   16.479  (m)           54.06   (f) UNKNOWN     1 2
 AW2348  NGVD 29 (12/23/87)   16.475  (m)           54.05   (f) ADJUSTED    1 2
 AW2348
 AW2348.Superseded values are not recommended for survey control.
 AW2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2348.See file dsdata.txt to determine how the superseded data were derived.
 AW2348
 AW2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN632900(NAD 83)
 AW2348_MARKER: DB = BENCH MARK DISK
 AW2348_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2348_SP_SET: CULVERT HEADWALL
 AW2348_STAMPING: S 1150 1959
 AW2348_MARK LOGO: CGS   
 AW2348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2348+STABILITY: SURFACE MOTION
 AW2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2348+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW2348
 AW2348  HISTORY     - Date     Condition        Report By
 AW2348  HISTORY     - 1959     MONUMENTED       CGS
 AW2348  HISTORY     - 1964     GOOD             NGS
 AW2348  HISTORY     - 1978     GOOD             NGS
 AW2348  HISTORY     - 1983     GOOD             NGS
 AW2348  HISTORY     - 1986     GOOD             NGS
 AW2348  HISTORY     - 1989     GOOD             USPSQD
 AW2348  HISTORY     - 1989     GOOD             USPSQD
 AW2348  HISTORY     - 1990     GOOD             USPSQD
 AW2348  HISTORY     - 1991     GOOD             USPSQD
 AW2348  HISTORY     - 19931030 GOOD             USPSQD
 AW2348  HISTORY     - 19951009 GOOD             CHANCE
 AW2348  HISTORY     - 20040529 GOOD             USPSQD
 AW2348  HISTORY     - 20051006 GOOD             USPSQD
 AW2348
 AW2348                          STATION DESCRIPTION
 AW2348
 AW2348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2348'1.65 MI NE FROM BELLAIRE.
 AW2348'ABOUT 0.15 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW2348'BELLAIRE, THENCE 1.55 MILES NORTHEAST ALONG RICHMOND ROAD, OR ABOUT
 AW2348'0.4 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC RAILROAD
 AW2348'STATION AT HOUSTON, THENCE 3.2 MILES SOUTH-SOUTHWEST ALONG MAIN
 AW2348'STREET, THENCE 2.7 MILES WEST ALONG BISSONNET STREET, THENCE 1.0 MILE
 AW2348'SOUTHWEST ALONG RICHMOND ROAD, SET IN THE TOP OF THE SOUTHWEST END OF
 AW2348'THE NORTHWEST CONCRETE HEAD WALL OF A 36-INCH CONCRETE CULVERT UNDER
 AW2348'THE ROAD, AT THE CROSSING OF THE TEXAS AND NEW ORLEANS RAILROAD, 29
 AW2348'FEET NORTHWEST OF THE CENTER LINE OF RICHMOND ROAD, 59 YARDS SOUTHWEST
 AW2348'OF THE INTERSECTION OF COMMUNITY DRIVE, 18 FEET EAST OF THE EAST RAIL,
 AW2348'6 FEET NORTHEAST OF A RAILROAD CROSSING SIGNAL, AND ABOUT 1 1/2 FEET
 AW2348'BELOW THE LEVEL OF THE ROAD.
 AW2348
 AW2348                          STATION RECOVERY (1978)
 AW2348
 AW2348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2348'RECOVERED IN GOOD CONDITION.
 AW2348
 AW2348                          STATION RECOVERY (1983)
 AW2348
 AW2348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2348'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2348'0.3 KM (0.2 MI) EAST ALONG CEDAR STREET FROM THE POST OFFICE IN
 AW2348'BELLAIRE, THENCE 2.5 KM (1.55 MI) NORTHEAST ALONG BISSONNET STREET, AT
 AW2348'THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD, SET IN THE TOP OF THE
 AW2348'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT UNDER
 AW2348'BISSONNET STREET, 8.84 METERS (29.0 FT) NORTHWEST OF THE CENTERLINE OF
 AW2348'BISSONNET STREET, 5.49 METERS (18.0 FT) EAST OF THE EAST RAIL OF THE
 AW2348'TRACKS, 53.95 METERS (177.0 FT) SOUTHWEST OF THE INTERSECTION OF
 AW2348'COMMUNITY DRIVE, AND 1.83 METERS (6.0 FT) NORTHEAST OF A RAILROAD
 AW2348'CROSSING SIGNAL.
 AW2348'THE MARK IS 0.46 M BELOW STREET.
 AW2348
 AW2348                          STATION RECOVERY (1986)
 AW2348
 AW2348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2348'RECOVERED IN GOOD CONDITION.
 AW2348
 AW2348                          STATION RECOVERY (1989)
 AW2348
 AW2348'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2348'RECOVERED IN GOOD CONDITION.
 AW2348
 AW2348                          STATION RECOVERY (1989)
 AW2348
 AW2348'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 AW2348'RECOVERED IN GOOD CONDITION.
 AW2348
 AW2348                          STATION RECOVERY (1990)
 AW2348
 AW2348'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2348'RECOVERED IN GOOD CONDITION.
 AW2348
 AW2348                          STATION RECOVERY (1991)
 AW2348
 AW2348'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW2348'RECOVERED IN GOOD CONDITION.
 AW2348
 AW2348                          STATION RECOVERY (1993)
 AW2348
 AW2348'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2348'RECOVERED IN GOOD CONDITION.
 AW2348
 AW2348                          STATION RECOVERY (1995)
 AW2348
 AW2348'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2348'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW2348'ADDITIONAL TIES FOLLOW.  26.5 FT (8.1 M) SOUTHEAST OF UTILITY POLE.
 AW2348'46.5 FT (14.2 M) WEST OF UTILITY POLE MARKED 21 60 11.
 AW2348
 AW2348                          STATION RECOVERY (2004)
 AW2348
 AW2348'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2348'RECOVERED IN GOOD CONDITION.
 AW2348
 AW2348                          STATION RECOVERY (2005)
 AW2348
 AW2348'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2348'FOUND AS DESCRIBED.
 AW2348' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0686 ***********************************************************************
 CT0686  DESIGNATION -  S 1152
 CT0686  PID         -  CT0686
 CT0686  STATE/COUNTY-  TX/TAYLOR
 CT0686  USGS QUAD   -  LAKE ABILENE (1987)
 CT0686
 CT0686                         *CURRENT SURVEY CONTROL
 CT0686  ___________________________________________________________________
 CT0686* NAD 83(1986)-  32 14 58.     (N)    099 58 11.     (W)     SCALED    
 CT0686* NAVD 88     -       659.799  (meters)    2164.69   (feet)  ADJUSTED  
 CT0686  ___________________________________________________________________
 CT0686  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CT0686  DYNAMIC HT  -         658.926 (meters)    2161.83  (feet)  COMP
 CT0686  MODELED GRAV-     979,293.5   (mgal)                       NAVD 88
 CT0686
 CT0686  VERT ORDER  -  SECOND    CLASS 0
 CT0686
 CT0686.The horizontal coordinates were scaled from a topographic map and have
 CT0686.an estimated accuracy of +/- 6 seconds.
 CT0686
 CT0686.The orthometric height was determined by differential leveling
 CT0686.and adjusted by the National Geodetic Survey in June 1991..
 CT0686
 CT0686.The geoid height was determined by GEOID03.
 CT0686
 CT0686.The dynamic height is computed by dividing the NAVD 88
 CT0686.geopotential number by the normal gravity value computed on the
 CT0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0686.degrees latitude (g = 980.6199 gals.).
 CT0686
 CT0686.The modeled gravity was interpolated from observed gravity values.
 CT0686
 CT0686;                    North         East    Units  Estimated Accuracy
 CT0686;SPC TXNC     - 2,065,590.      461,510.      MT  (+/- 180 meters Scaled)
 CT0686
 CT0686                          SUPERSEDED SURVEY CONTROL
 CT0686
 CT0686  NGVD 29 (??/??/92)  659.620  (m)         2164.10   (f) ADJ UNCH    2 0
 CT0686
 CT0686.Superseded values are not recommended for survey control.
 CT0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0686.See file dsdata.txt to determine how the superseded data were derived.
 CT0686
 CT0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA086684(NAD 83)
 CT0686_MARKER: DB = BENCH MARK DISK
 CT0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0686_STAMPING: S 1152 1961
 CT0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0686+STABILITY: SURFACE MOTION
 CT0686
 CT0686  HISTORY     - Date     Condition        Report By
 CT0686  HISTORY     - 1961     MONUMENTED       CGS
 CT0686  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CT0686
 CT0686                          STATION DESCRIPTION
 CT0686
 CT0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0686'10.85 MI SW FROM BUFFALO GAP.
 CT0686'0.4 MILE SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0686'GAP, THENCE 4.45 MILES WEST ALONG FARM ROAD 89, THENCE 6.0 MILES WEST
 CT0686'ALONG A GRAVEL ROAD, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, 14
 CT0686'FEET EAST OF THE CENTER OF A GATE INTO A PASTURE, 1.6 FEET ABOVE THE
 CT0686'LEVEL OF THE ROAD, 3 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET
 CT0686'IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND
 CT0686'PROJECTING 6 INCHES ABOVE THE GROUND.
 CT0686
 CT0686                          STATION RECOVERY (1994)
 CT0686
 CT0686'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0224 ***********************************************************************
 CU0224  DESIGNATION -  S 1157
 CU0224  PID         -  CU0224
 CU0224  STATE/COUNTY-  TX/TAYLOR
 CU0224  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0224
 CU0224                         *CURRENT SURVEY CONTROL
 CU0224  ___________________________________________________________________
 CU0224* NAD 83(1986)-  32 21 04.     (N)    100 04 33.     (W)     SCALED    
 CU0224* NAVD 88     -       620.642  (meters)    2036.22   (feet)  ADJUSTED  
 CU0224  ___________________________________________________________________
 CU0224  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CU0224  DYNAMIC HT  -         619.823 (meters)    2033.54  (feet)  COMP
 CU0224  MODELED GRAV-     979,298.7   (mgal)                       NAVD 88
 CU0224
 CU0224  VERT ORDER  -  SECOND    CLASS 0
 CU0224
 CU0224.The horizontal coordinates were scaled from a topographic map and have
 CU0224.an estimated accuracy of +/- 6 seconds.
 CU0224
 CU0224.The orthometric height was determined by differential leveling
 CU0224.and adjusted by the National Geodetic Survey in June 1991..
 CU0224
 CU0224.The geoid height was determined by GEOID03.
 CU0224
 CU0224.The dynamic height is computed by dividing the NAVD 88
 CU0224.geopotential number by the normal gravity value computed on the
 CU0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0224.degrees latitude (g = 980.6199 gals.).
 CU0224
 CU0224.The modeled gravity was interpolated from observed gravity values.
 CU0224
 CU0224;                    North         East    Units  Estimated Accuracy
 CU0224;SPC TXNC     - 2,077,010.      451,680.      MT  (+/- 180 meters Scaled)
 CU0224
 CU0224                          SUPERSEDED SURVEY CONTROL
 CU0224
 CU0224  NGVD 29 (??/??/92)  620.453  (m)         2035.60   (f) ADJ UNCH    2 0
 CU0224
 CU0224.Superseded values are not recommended for survey control.
 CU0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0224.See file dsdata.txt to determine how the superseded data were derived.
 CU0224
 CU0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA987798(NAD 83)
 CU0224_MARKER: DB = BENCH MARK DISK
 CU0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0224_STAMPING: S 1157 1961
 CU0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0224+STABILITY: SURFACE MOTION
 CU0224
 CU0224  HISTORY     - Date     Condition        Report By
 CU0224  HISTORY     - 1961     MONUMENTED       CGS
 CU0224  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 CU0224
 CU0224                          STATION DESCRIPTION
 CU0224
 CU0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0224'11.7 MI S FROM MERKEL.
 CU0224'11.7 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0224'42 FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD 126, 37 FEET
 CU0224'SOUTHWEST OF THE CENTER OF A GATE INTO A FIELD, 4 FEET NORTHEAST OF A
 CU0224'POWER POLE, 1 FOOT SOUTHEAST OF A FENCE, LEVEL WITH THE ROAD, 6 FEET
 CU0224'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH
 CU0224'ROUND CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE GROUND.
 CU0224
 CU0224                          STATION RECOVERY (1994)
 CU0224
 CU0224'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0588 ***********************************************************************
 CT0588  DESIGNATION -  S 1158
 CT0588  PID         -  CT0588
 CT0588  STATE/COUNTY-  TX/CALLAHAN
 CT0588  USGS QUAD   -  EULA (1984)
 CT0588
 CT0588                         *CURRENT SURVEY CONTROL
 CT0588  ___________________________________________________________________
 CT0588* NAD 83(1986)-  32 20 28.     (N)    099 30 24.     (W)     SCALED    
 CT0588* NAVD 88     -       584.775  (meters)    1918.55   (feet)  POSTED    
 CT0588  ___________________________________________________________________
 CT0588  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CT0588  DYNAMIC HT  -         584.000 (meters)    1916.01  (feet)  COMP
 CT0588  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 CT0588
 CT0588  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0588
 CT0588.The horizontal coordinates were scaled from a topographic map and have
 CT0588.an estimated accuracy of +/- 6 seconds.
 CT0588
 CT0588.The orthometric height was determined by differential leveling
 CT0588.and adjusted by the National Geodetic Survey in 1992..
 CT0588.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0588.rate of 1.1 thru 2.0 mm/km.
 CT0588
 CT0588.The geoid height was determined by GEOID03.
 CT0588
 CT0588.The dynamic height is computed by dividing the NAVD 88
 CT0588.geopotential number by the normal gravity value computed on the
 CT0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0588.degrees latitude (g = 980.6199 gals.).
 CT0588
 CT0588.The modeled gravity was interpolated from observed gravity values.
 CT0588
 CT0588;                    North         East    Units  Estimated Accuracy
 CT0588;SPC TXNC     - 2,075,240.      505,240.      MT  (+/- 180 meters Scaled)
 CT0588
 CT0588                          SUPERSEDED SURVEY CONTROL
 CT0588
 CT0588  NGVD 29 (??/??/92)  584.604  (m)         1917.99   (f) ADJ UNCH    1 2
 CT0588
 CT0588.Superseded values are not recommended for survey control.
 CT0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0588.See file dsdata.txt to determine how the superseded data were derived.
 CT0588
 CT0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA523783(NAD 83)
 CT0588_MARKER: DB = BENCH MARK DISK
 CT0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0588_STAMPING: S 1158 1961
 CT0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0588+STABILITY: SURFACE MOTION
 CT0588
 CT0588  HISTORY     - Date     Condition        Report By
 CT0588  HISTORY     - 1961     MONUMENTED       CGS
 CT0588
 CT0588                          STATION DESCRIPTION
 CT0588
 CT0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0588'5.3 MI SW FROM CLYDE.
 CT0588'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0588'TO FARM ROAD 604, THENCE 5.1 MILES SOUTHWEST ALONG FARM ROAD 604, 67
 CT0588'FEET EAST OF THE CENTER LINE OF FARM ROAD 604, 71 FEET NORTHEAST OF
 CT0588'THE CENTER OF A CROSSING, 45 FEET NORTH OF THE CENTER LINE OF A GRAVEL
 CT0588'ROAD, 21 FEET NORTH OF A FENCE CORNER, 1.2 FEET WEST OF A FENCE, 3
 CT0588'FEET BELOW THE LEVEL OF THE ROAD, 2.9 FEET NORTH OF A METAL WITNESS
 CT0588'POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 2.3 FEET
 CT0588'BELOW THE GROUND SURFACE, COVERED WITH BROKEN GLASS AND DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0634 ***********************************************************************
 CT0634  DESIGNATION -  S 1159
 CT0634  PID         -  CT0634
 CT0634  STATE/COUNTY-  TX/TAYLOR
 CT0634  USGS QUAD   -  LAWN (1967)
 CT0634
 CT0634                         *CURRENT SURVEY CONTROL
 CT0634  ___________________________________________________________________
 CT0634* NAD 83(1986)-  32 08 14.     (N)    099 43 11.     (W)     SCALED    
 CT0634* NAVD 88     -       578.736  (meters)    1898.74   (feet)  POSTED    
 CT0634  ___________________________________________________________________
 CT0634  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CT0634  DYNAMIC HT  -         577.980 (meters)    1896.26  (feet)  COMP
 CT0634  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 CT0634
 CT0634  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0634
 CT0634.The horizontal coordinates were scaled from a topographic map and have
 CT0634.an estimated accuracy of +/- 6 seconds.
 CT0634
 CT0634.The orthometric height was determined by differential leveling
 CT0634.and adjusted by the National Geodetic Survey in 1992..
 CT0634.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0634.rate of 1.1 thru 2.0 mm/km.
 CT0634
 CT0634.The geoid height was determined by GEOID03.
 CT0634
 CT0634.The dynamic height is computed by dividing the NAVD 88
 CT0634.geopotential number by the normal gravity value computed on the
 CT0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0634.degrees latitude (g = 980.6199 gals.).
 CT0634
 CT0634.The modeled gravity was interpolated from observed gravity values.
 CT0634
 CT0634;                    North         East    Units  Estimated Accuracy
 CT0634;SPC TXNC     - 2,052,850.      484,920.      MT  (+/- 180 meters Scaled)
 CT0634
 CT0634                          SUPERSEDED SURVEY CONTROL
 CT0634
 CT0634  NGVD 29 (??/??/92)  578.606  (m)         1898.31   (f) ADJ UNCH    1 2
 CT0634
 CT0634.Superseded values are not recommended for survey control.
 CT0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0634.See file dsdata.txt to determine how the superseded data were derived.
 CT0634
 CT0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA321558(NAD 83)
 CT0634_MARKER: DB = BENCH MARK DISK
 CT0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0634_STAMPING: S 1159 1961
 CT0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0634+STABILITY: SURFACE MOTION
 CT0634
 CT0634  HISTORY     - Date     Condition        Report By
 CT0634  HISTORY     - 1961     MONUMENTED       CGS
 CT0634  HISTORY     - 1982     GOOD             NGS
 CT0634  HISTORY     - 19940708 GOOD             USPSQD
 CT0634
 CT0634                          STATION DESCRIPTION
 CT0634
 CT0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0634'1.4 MI E FROM LAWN.
 CT0634'1.4 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0634'40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 38 FEET EAST OF A
 CT0634'DRIVEWAY TO A HOUSE, 4.6 FEET EAST OF A TELEPHONE POLE, 3.6 FEET WEST
 CT0634'OF A METAL WITNESS POST WITH SIGN, 3 FEET EAST OF A FENCE CORNER,
 CT0634'LEVEL WITH THE HIGHWAY, SET IN TOP OF A CYLINDRICAL CONCRETE POST
 CT0634'FLUSH WITHE GROUND.
 CT0634
 CT0634                          STATION RECOVERY (1982)
 CT0634
 CT0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0634'2.3 KM (1.45 MI) EAST ALONG FARM ROAD 604 FROM ITS JUNCTION WITH U.S.
 CT0634'HIGHWAY 84 , IN LAWN. 26.5 M (86.9 FT) W OF A FENCE CORNER 13.4 M
 CT0634'(44.0 FT) E OF THE CENTER OF THE E DRIVEWAY ENTRANCE 11.7 M (38.4 FT)
 CT0634'N OF THE CENTERLINE OF THE HIGHWAY.
 CT0634
 CT0634                          STATION RECOVERY (1994)
 CT0634
 CT0634'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1050 ***********************************************************************
 BZ1050  DESIGNATION -  S 116
 BZ1050  PID         -  BZ1050
 BZ1050  STATE/COUNTY-  TX/BOSQUE
 BZ1050  USGS QUAD   -  SPRING CREEK GAP (1979)
 BZ1050
 BZ1050                         *CURRENT SURVEY CONTROL
 BZ1050  ___________________________________________________________________
 BZ1050* NAD 83(1986)-  31 59 21.     (N)    097 58 48.     (W)     SCALED    
 BZ1050* NAVD 88     -       350.423  (meters)    1149.68   (feet)  ADJUSTED  
 BZ1050  ___________________________________________________________________
 BZ1050  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BZ1050  DYNAMIC HT  -         349.981 (meters)    1148.23  (feet)  COMP
 BZ1050  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 BZ1050
 BZ1050  VERT ORDER  -  SECOND    CLASS 0
 BZ1050
 BZ1050.The horizontal coordinates were scaled from a topographic map and have
 BZ1050.an estimated accuracy of +/- 6 seconds.
 BZ1050
 BZ1050.The orthometric height was determined by differential leveling
 BZ1050.and adjusted by the National Geodetic Survey in June 1991..
 BZ1050
 BZ1050.The geoid height was determined by GEOID03.
 BZ1050
 BZ1050.The dynamic height is computed by dividing the NAVD 88
 BZ1050.geopotential number by the normal gravity value computed on the
 BZ1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1050.degrees latitude (g = 980.6199 gals.).
 BZ1050
 BZ1050.The modeled gravity was interpolated from observed gravity values.
 BZ1050
 BZ1050;                    North         East    Units  Estimated Accuracy
 BZ1050;SPC TX C     - 3,259,830.      922,390.      MT  (+/- 180 meters Scaled)
 BZ1050
 BZ1050                          SUPERSEDED SURVEY CONTROL
 BZ1050
 BZ1050  NGVD 29 (??/??/92)  350.362  (m)         1149.48   (f) ADJ UNCH    2 0
 BZ1050
 BZ1050.Superseded values are not recommended for survey control.
 BZ1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1050.See file dsdata.txt to determine how the superseded data were derived.
 BZ1050
 BZ1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA963396(NAD 83)
 BZ1050_MARKER: DB = BENCH MARK DISK
 BZ1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1050_STAMPING: 1149.617 S 116 1933
 BZ1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1050+STABILITY: SURFACE MOTION
 BZ1050
 BZ1050  HISTORY     - Date     Condition        Report By
 BZ1050  HISTORY     - 1933     MONUMENTED       CGS
 BZ1050  HISTORY     - 1935     GOOD             NGS
 BZ1050  HISTORY     - 19990910 GOOD             USPSQD
 BZ1050  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1050
 BZ1050                          STATION DESCRIPTION
 BZ1050
 BZ1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ1050'7.1 MI W FROM IREDELL.
 BZ1050'7.1 MILES WEST ALONG STATE HIGHWAY 6 FROM IREDELL, BOSQUE COUNTY, 0.4
 BZ1050'MILE EAST OF THE BOSQUE-HAMILTON COUNTY LINE, AT THE JUNCTION OF A
 BZ1050'ROAD LEADING TO AN OLD SCHOOLHOUSE, ON THE WEST SIDE OF THE ROAD, ON
 BZ1050'THE NORTH SIDE OF THE HIGHWAY, AND AT A FENCE CORNER AND SET IN THE
 BZ1050'TOP OF A CONCRETE POST.
 BZ1050
 BZ1050                          STATION RECOVERY (1935)
 BZ1050
 BZ1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BZ1050'RECOVERED IN GOOD CONDITION.
 BZ1050
 BZ1050                          STATION RECOVERY (1999)
 BZ1050
 BZ1050'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1050'RECOVERED IN GOOD CONDITION.
 BZ1050
 BZ1050                          STATION RECOVERY (2001)
 BZ1050
 BZ1050'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0767 ***********************************************************************
 CT0767  DESIGNATION -  S 1160
 CT0767  PID         -  CT0767
 CT0767  STATE/COUNTY-  TX/JONES
 CT0767  USGS QUAD   -  HAMBY (1987)
 CT0767
 CT0767                         *CURRENT SURVEY CONTROL
 CT0767  ___________________________________________________________________
 CT0767* NAD 83(1986)-  32 34 36.     (N)    099 39 17.     (W)     SCALED    
 CT0767* NAVD 88     -       519.158  (meters)    1703.27   (feet)  ADJUSTED  
 CT0767  ___________________________________________________________________
 CT0767  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CT0767  DYNAMIC HT  -         518.489 (meters)    1701.08  (feet)  COMP
 CT0767  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 CT0767
 CT0767  VERT ORDER  -  SECOND    CLASS 0
 CT0767
 CT0767.The horizontal coordinates were scaled from a topographic map and have
 CT0767.an estimated accuracy of +/- 6 seconds.
 CT0767
 CT0767.The orthometric height was determined by differential leveling
 CT0767.and adjusted by the National Geodetic Survey in June 1991..
 CT0767
 CT0767.The geoid height was determined by GEOID03.
 CT0767
 CT0767.The dynamic height is computed by dividing the NAVD 88
 CT0767.geopotential number by the normal gravity value computed on the
 CT0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0767.degrees latitude (g = 980.6199 gals.).
 CT0767
 CT0767.The modeled gravity was interpolated from observed gravity values.
 CT0767
 CT0767;                    North         East    Units  Estimated Accuracy
 CT0767;SPC TXNC     - 2,101,510.      491,590.      MT  (+/- 180 meters Scaled)
 CT0767
 CT0767                          SUPERSEDED SURVEY CONTROL
 CT0767
 CT0767  NGVD 29 (??/??/92)  519.020  (m)         1702.82   (f) ADJ UNCH    2 0
 CT0767
 CT0767.Superseded values are not recommended for survey control.
 CT0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0767.See file dsdata.txt to determine how the superseded data were derived.
 CT0767
 CT0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB385045(NAD 83)
 CT0767_MARKER: DB = BENCH MARK DISK
 CT0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0767_STAMPING: S 1160 1961
 CT0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0767+STABILITY: SURFACE MOTION
 CT0767
 CT0767  HISTORY     - Date     Condition        Report By
 CT0767  HISTORY     - 1961     MONUMENTED       CGS
 CT0767  HISTORY     - 20011013 GOOD             USPSQD
 CT0767
 CT0767                          STATION DESCRIPTION
 CT0767
 CT0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0767'11.35 MI NW FROM ELMDALE.
 CT0767'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0767'1.45 MILES WEST ALONG A PAVED ROAD, THENCE 4.0 MILES NORTH ALONG FARM
 CT0767'ROAD 1082, 40 FEET EAST OF THE CENTER OF FARM ROAD 1082, 3.9 FEET
 CT0767'NORTH OF A METAL WITNESS POST WITH SIGN, 0.7 FEET EAST OF A FENCE,
 CT0767'LEVEL WITH THE ROAD, SET IN TOP OF A ROUND CONCRETE POST PROJECTING 3
 CT0767'INCHES ABOVE GROUND.
 CT0767
 CT0767                          STATION RECOVERY (2001)
 CT0767
 CT0767'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0398 ***********************************************************************
 CR0398  DESIGNATION -  S 1161
 CR0398  PID         -  CR0398
 CR0398  STATE/COUNTY-  TX/SMITH
 CR0398  USGS QUAD   -  BULLARD (1973)
 CR0398
 CR0398                         *CURRENT SURVEY CONTROL
 CR0398  ___________________________________________________________________
 CR0398* NAD 83(1986)-  32 11 48.     (N)    095 21 06.     (W)     SCALED    
 CR0398* NAVD 88     -       148.427  (meters)     486.96   (feet)  ADJUSTED  
 CR0398  ___________________________________________________________________
 CR0398  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0398  DYNAMIC HT  -         148.252 (meters)     486.39  (feet)  COMP
 CR0398  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 CR0398
 CR0398  VERT ORDER  -  FIRST     CLASS II
 CR0398
 CR0398.The horizontal coordinates were scaled from a topographic map and have
 CR0398.an estimated accuracy of +/- 6 seconds.
 CR0398
 CR0398.The orthometric height was determined by differential leveling
 CR0398.and adjusted by the National Geodetic Survey in June 1991..
 CR0398
 CR0398.The geoid height was determined by GEOID03.
 CR0398
 CR0398.The dynamic height is computed by dividing the NAVD 88
 CR0398.geopotential number by the normal gravity value computed on the
 CR0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0398.degrees latitude (g = 980.6199 gals.).
 CR0398
 CR0398.The modeled gravity was interpolated from observed gravity values.
 CR0398
 CR0398;                    North         East    Units  Estimated Accuracy
 CR0398;SPC TXNC     - 2,063,220.      896,810.      MT  (+/- 180 meters Scaled)
 CR0398
 CR0398                          SUPERSEDED SURVEY CONTROL
 CR0398
 CR0398  NGVD 29 (??/??/92)  148.457  (m)          487.06   (f) ADJ UNCH    1 2
 CR0398
 CR0398.Superseded values are not recommended for survey control.
 CR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0398.See file dsdata.txt to determine how the superseded data were derived.
 CR0398
 CR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR783646(NAD 83)
 CR0398_MARKER: DB = BENCH MARK DISK
 CR0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0398_STAMPING: S 1161 1959
 CR0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0398+STABILITY: SURFACE MOTION
 CR0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0398+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0398
 CR0398  HISTORY     - Date     Condition        Report By
 CR0398  HISTORY     - 1959     MONUMENTED       CGS
 CR0398  HISTORY     - 19960420 GOOD             USPSQD
 CR0398  HISTORY     - 20040605 GOOD             USPSQD
 CR0398  HISTORY     - 20050712 GOOD             USPSQD
 CR0398
 CR0398                          STATION DESCRIPTION
 CR0398
 CR0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0398'4.4 MI NW FROM BULLARD.
 CR0398'ABOUT 4.4 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0398'FROM THE POST OFFICE AT BULLARD, 4 1/2 POLES NORTHWEST OF MILEPOST
 CR0398'559, 29 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 63 FEET NORTH OF THE
 CR0398'CENTER LINE OF A DIRT ROAD, AT A CURVE IN THE ROAD, 7 FEET NORTH OF A
 CR0398'TELEPHONE POLE, 7 FEET NORTHEAST OF A FENCE, 2.0 FEET NORTHEAST OF A
 CR0398'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACKS,
 CR0398'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CR0398
 CR0398                          STATION RECOVERY (1996)
 CR0398
 CR0398'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0398'RECOVERED IN GOOD CONDITION.
 CR0398
 CR0398                          STATION RECOVERY (2004)
 CR0398
 CR0398'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0398'RECOVERED IN GOOD CONDITION.
 CR0398
 CR0398                          STATION RECOVERY (2005)
 CR0398
 CR0398'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0398' 
 CR0398' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0840 ***********************************************************************
 CR0840  DESIGNATION -  S 1162
 CR0840  PID         -  CR0840
 CR0840  STATE/COUNTY-  TX/RAINS
 CR0840  USGS QUAD   -  EMORY NORTH (1980)
 CR0840
 CR0840                         *CURRENT SURVEY CONTROL
 CR0840  ___________________________________________________________________
 CR0840* NAD 83(1986)-  32 53 10.     (N)    095 46 54.     (W)     SCALED    
 CR0840* NAVD 88     -       151.970  (meters)     498.59   (feet)  ADJUSTED  
 CR0840  ___________________________________________________________________
 CR0840  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CR0840  DYNAMIC HT  -         151.801 (meters)     498.03  (feet)  COMP
 CR0840  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 CR0840
 CR0840  VERT ORDER  -  FIRST     CLASS II
 CR0840
 CR0840.The horizontal coordinates were scaled from a topographic map and have
 CR0840.an estimated accuracy of +/- 6 seconds.
 CR0840
 CR0840.The orthometric height was determined by differential leveling
 CR0840.and adjusted by the National Geodetic Survey in June 1991..
 CR0840
 CR0840.The geoid height was determined by GEOID03.
 CR0840
 CR0840.The dynamic height is computed by dividing the NAVD 88
 CR0840.geopotential number by the normal gravity value computed on the
 CR0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0840.degrees latitude (g = 980.6199 gals.).
 CR0840
 CR0840.The modeled gravity was interpolated from observed gravity values.
 CR0840
 CR0840;                    North         East    Units  Estimated Accuracy
 CR0840;SPC TXNC     - 2,138,510.      854,300.      MT  (+/- 180 meters Scaled)
 CR0840
 CR0840                          SUPERSEDED SURVEY CONTROL
 CR0840
 CR0840  NGVD 29 (??/??/92)  151.984  (m)          498.63   (f) ADJ UNCH    1 2
 CR0840
 CR0840.Superseded values are not recommended for survey control.
 CR0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0840.See file dsdata.txt to determine how the superseded data were derived.
 CR0840
 CR0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS397420(NAD 83)
 CR0840_MARKER: DB = BENCH MARK DISK
 CR0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0840_STAMPING: S 1162 1959
 CR0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0840+STABILITY: SURFACE MOTION
 CR0840
 CR0840  HISTORY     - Date     Condition        Report By
 CR0840  HISTORY     - 1959     MONUMENTED       CGS
 CR0840  HISTORY     - 19950807 GOOD             USPSQD
 CR0840
 CR0840                          STATION DESCRIPTION
 CR0840
 CR0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0840'1.3 MI NW FROM EMORY.
 CR0840'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 CR0840'COURTHOUSE AT EMORY, THENCE ABOUT 1.2 MILES NORTHWEST ALONG THE NEW U.
 CR0840'S. HIGHWAY 69, 61 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35
 CR0840'FEET SOUTHEAST OF A LONE 20-INCH OAK TREE, 1 FOOT NORTHEAST OF THE
 CR0840'NORTHEAST RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS
 CR0840'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CR0840
 CR0840                          STATION RECOVERY (1995)
 CR0840
 CR0840'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0861 ***********************************************************************
 CR0861  DESIGNATION -  S 1163
 CR0861  PID         -  CR0861
 CR0861  STATE/COUNTY-  TX/RAINS
 CR0861  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR0861
 CR0861                         *CURRENT SURVEY CONTROL
 CR0861  ___________________________________________________________________
 CR0861* NAD 83(1986)-  32 58 17.     (N)    095 54 52.     (W)     SCALED    
 CR0861* NAVD 88     -       169.094  (meters)     554.77   (feet)  ADJUSTED  
 CR0861  ___________________________________________________________________
 CR0861  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR0861  DYNAMIC HT  -         168.907 (meters)     554.16  (feet)  COMP
 CR0861  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CR0861
 CR0861  VERT ORDER  -  FIRST     CLASS II
 CR0861
 CR0861.The horizontal coordinates were scaled from a topographic map and have
 CR0861.an estimated accuracy of +/- 6 seconds.
 CR0861
 CR0861.The orthometric height was determined by differential leveling
 CR0861.and adjusted by the National Geodetic Survey in June 1991..
 CR0861
 CR0861.The geoid height was determined by GEOID03.
 CR0861
 CR0861.The dynamic height is computed by dividing the NAVD 88
 CR0861.geopotential number by the normal gravity value computed on the
 CR0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0861.degrees latitude (g = 980.6199 gals.).
 CR0861
 CR0861.The modeled gravity was interpolated from observed gravity values.
 CR0861
 CR0861;                    North         East    Units  Estimated Accuracy
 CR0861;SPC TXNC     - 2,147,650.      841,650.      MT  (+/- 180 meters Scaled)
 CR0861
 CR0861                          SUPERSEDED SURVEY CONTROL
 CR0861
 CR0861  NGVD 29 (??/??/92)  169.094  (m)          554.77   (f) ADJ UNCH    1 2
 CR0861
 CR0861.Superseded values are not recommended for survey control.
 CR0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0861.See file dsdata.txt to determine how the superseded data were derived.
 CR0861
 CR0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS276518(NAD 83)
 CR0861_MARKER: DB = BENCH MARK DISK
 CR0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0861_STAMPING: S 1163 1959
 CR0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0861+STABILITY: SURFACE MOTION
 CR0861
 CR0861  HISTORY     - Date     Condition        Report By
 CR0861  HISTORY     - 1959     MONUMENTED       CGS
 CR0861  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR0861
 CR0861                          STATION DESCRIPTION
 CR0861
 CR0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0861'2.35 MI SE FROM LONE OAK.
 CR0861'ABOUT 2.35 MILES SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0861'FARM ROAD 1567 AT LONE OAK, 60 FEET NORTHEAST OF THE CENTER LINE OF
 CR0861'THE HIGHWAY, 71 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 CR0861'DRIVEWAY, 32 FEET SOUTHEAST OF A BRACED POWER POLE, 2 FEET SOUTHWEST
 CR0861'OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 CR0861'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CR0861'INCHES.
 CR0861
 CR0861                          STATION RECOVERY (1995)
 CR0861
 CR0861'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1279 ***********************************************************************
 BL1279  DESIGNATION -  S 1164
 BL1279  PID         -  BL1279
 BL1279  STATE/COUNTY-  TX/MONTGOMERY
 BL1279  USGS QUAD   -  WILLIS (1997)
 BL1279
 BL1279                         *CURRENT SURVEY CONTROL
 BL1279  ___________________________________________________________________
 BL1279* NAD 83(1986)-  30 28 30.     (N)    095 28 26.     (W)     SCALED    
 BL1279* NAVD 88     -        94.308  (meters)     309.41   (feet)  ADJUSTED  
 BL1279  ___________________________________________________________________
 BL1279  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL1279  DYNAMIC HT  -          94.183 (meters)     309.00  (feet)  COMP
 BL1279  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 BL1279
 BL1279  VERT ORDER  -  FIRST     CLASS I
 BL1279
 BL1279.The horizontal coordinates were scaled from a topographic map and have
 BL1279.an estimated accuracy of +/- 6 seconds.
 BL1279
 BL1279.The orthometric height was determined by differential leveling
 BL1279.and adjusted by the National Geodetic Survey in June 1991..
 BL1279
 BL1279.The geoid height was determined by GEOID03.
 BL1279
 BL1279.The dynamic height is computed by dividing the NAVD 88
 BL1279.geopotential number by the normal gravity value computed on the
 BL1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1279.degrees latitude (g = 980.6199 gals.).
 BL1279
 BL1279.The modeled gravity was interpolated from observed gravity values.
 BL1279
 BL1279;                    North         East    Units  Estimated Accuracy
 BL1279;SPC TX C     - 3,099,800.    1,166,440.      MT  (+/- 180 meters Scaled)
 BL1279
 BL1279                          SUPERSEDED SURVEY CONTROL
 BL1279
 BL1279  NGVD 29 (12/23/87)   94.313  (m)          309.43   (f) ADJUSTED    1 1
 BL1279
 BL1279.Superseded values are not recommended for survey control.
 BL1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1279.See file dsdata.txt to determine how the superseded data were derived.
 BL1279
 BL1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP625740(NAD 83)
 BL1279_MARKER: DB = BENCH MARK DISK
 BL1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1279_SP_SET: CONCRETE POST
 BL1279_STAMPING: S 1164 1959
 BL1279_MARK LOGO: CGS   
 BL1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1279+STABILITY: SURFACE MOTION
 BL1279
 BL1279  HISTORY     - Date     Condition        Report By
 BL1279  HISTORY     - 1959     MONUMENTED       CGS
 BL1279  HISTORY     - 1973     GOOD             NGS
 BL1279  HISTORY     - 1978     GOOD             NGS
 BL1279  HISTORY     - 1987     GOOD             NGS
 BL1279
 BL1279                          STATION DESCRIPTION
 BL1279
 BL1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1279'3.35 MI N FROM WILLIS.
 BL1279'ABOUT 3.35 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1279'STATION AT WILLIS, AT A PRIVATE ROAD CROSSING, 80 FEET EAST OF THE
 BL1279'EAST RAIL, 58 FEET NORTHEAST OF AN UNDERGROUND CABLE MARKER POST, 28.7
 BL1279'FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD CROSSING, 1.9 FEET
 BL1279'WEST OF A FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST, 2 FEET BELOW
 BL1279'THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 BL1279'PROJECTING 0.1 FOOT.
 BL1279
 BL1279                          STATION RECOVERY (1978)
 BL1279
 BL1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1279'ADD=AT A POINT WHERE TRACK ROAD TURNS WEST ACROSS TRACKS, 0.7 MILE
 BL1279'NORTH OF PAVED ROAD CROSSING FOR ARROWHEAD LAKES.
 BL1279
 BL1279                          STATION RECOVERY (1987)
 BL1279
 BL1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1279'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.4 KM (3.35
 BL1279'MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1279'WITH STEWART STREET IN WILLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1230 ***********************************************************************
 BY1230  DESIGNATION -  S 1165
 BY1230  PID         -  BY1230
 BY1230  STATE/COUNTY-  TX/HOUSTON
 BY1230  USGS QUAD   -  PERCILLA (1982)
 BY1230
 BY1230                         *CURRENT SURVEY CONTROL
 BY1230  ___________________________________________________________________
 BY1230* NAD 83(1986)-  31 32 13.     (N)    095 29 17.     (W)     SCALED    
 BY1230* NAVD 88     -       150.992  (meters)     495.38   (feet)  ADJUSTED  
 BY1230  ___________________________________________________________________
 BY1230  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY1230  DYNAMIC HT  -         150.804 (meters)     494.76  (feet)  COMP
 BY1230  MODELED GRAV-     979,393.5   (mgal)                       NAVD 88
 BY1230
 BY1230  VERT ORDER  -  FIRST     CLASS II
 BY1230
 BY1230.The horizontal coordinates were scaled from a topographic map and have
 BY1230.an estimated accuracy of +/- 6 seconds.
 BY1230
 BY1230.The orthometric height was determined by differential leveling
 BY1230.and adjusted by the National Geodetic Survey in June 1991..
 BY1230
 BY1230.The geoid height was determined by GEOID03.
 BY1230
 BY1230.The dynamic height is computed by dividing the NAVD 88
 BY1230.geopotential number by the normal gravity value computed on the
 BY1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1230.degrees latitude (g = 980.6199 gals.).
 BY1230
 BY1230.The modeled gravity was interpolated from observed gravity values.
 BY1230
 BY1230;                    North         East    Units  Estimated Accuracy
 BY1230;SPC TX C     - 3,217,350.    1,159,950.      MT  (+/- 180 meters Scaled)
 BY1230
 BY1230                          SUPERSEDED SURVEY CONTROL
 BY1230
 BY1230  NGVD 29 (??/??/92)  150.987  (m)          495.36   (f) ADJ UNCH    1 2
 BY1230
 BY1230.Superseded values are not recommended for survey control.
 BY1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1230.See file dsdata.txt to determine how the superseded data were derived.
 BY1230
 BY1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ637917(NAD 83)
 BY1230_MARKER: DB = BENCH MARK DISK
 BY1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1230_STAMPING: S 1165 1960
 BY1230_PROJECTION: PROJECTING 5 CENTIMETERS
 BY1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1230+STABILITY: SURFACE MOTION
 BY1230
 BY1230  HISTORY     - Date     Condition        Report By
 BY1230  HISTORY     - 1960     MONUMENTED       CGS
 BY1230  HISTORY     - 1980     GOOD             NGS
 BY1230
 BY1230                          STATION DESCRIPTION
 BY1230
 BY1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1230'3.4 MI NW FROM GRAPELAND.
 BY1230'ABOUT 3.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1230'STATION AT GRAPELAND, 67 FEET SOUTH OF THE SECOND TELEPHONE POLE SOUTH
 BY1230'OF MILEPOST 21, AT THE NORTH END OF A CUT, 51 FEET WEST OF THE WEST
 BY1230'RAIL, 25 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 9 1/2 FEET
 BY1230'SOUTH-SOUTHEAST OF A 12-INCH OAK TREE, 9 1/2 FEET NORTH-NORTHEAST OF A
 BY1230'12-INCH OAK TREE, 1 1/2 FEET EAST OF A METAL WITNESS POST, ABOUT 2
 BY1230'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BY1230'PROJECTING 5 INCHES.
 BY1230
 BY1230                          STATION RECOVERY (1980)
 BY1230
 BY1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1230'0.8 KM. (0.5 MI.) EAST ALONG FARM ROAD 227 FROM THE POST OFFICE IN
 BY1230'GRAPELAND, THENCE 2.1 KM. (1.3 MI.) NORTH ALONG MAIN STREET, THENCE
 BY1230'3.3 KM. (2.05 MI.) NORTH ALONG A DIRT ROAD AND ACROSS THE MISSOURI
 BY1230'PACIFIC RAILROAD, 15.5 M. (51.0 FT.) WEST OF THE WEST RAIL, 20.4 M.
 BY1230'(67.0 FT.) SOUTH OF THE SECOND POWERLINE POLE SOUTH OF MILEPOST 21,
 BY1230'7.6 M. (25.0 FT.) EAST OF THE CENTERLINE OF THE DIRT ROAD, 3.0 M.
 BY1230'(10.0 FT.) NORTH-NORTHEAST OF A 30-CM. OAK TREE.
 BY1230'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BY1230'THE MARK IS 0.6 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1355 ***********************************************************************
 BY1355  DESIGNATION -  S 1166
 BY1355  PID         -  BY1355
 BY1355  STATE/COUNTY-  TX/HOUSTON
 BY1355  USGS QUAD   -  GRAPELAND (1951)
 BY1355
 BY1355                         *CURRENT SURVEY CONTROL
 BY1355  ___________________________________________________________________
 BY1355* NAD 83(1986)-  31 26 43.     (N)    095 28 59.     (W)     SCALED    
 BY1355* NAVD 88     -        95.75   (+/-2cm)     314.1    (feet)  VERTCON   
 BY1355  ___________________________________________________________________
 BY1355  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY1355
 BY1355  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1355
 BY1355.The horizontal coordinates were scaled from a topographic map and have
 BY1355.an estimated accuracy of +/- 6 seconds.
 BY1355
 BY1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1355.The vertical order pertains to the NGVD 29 superseded value.
 BY1355
 BY1355.The geoid height was determined by GEOID03.
 BY1355
 BY1355;                    North         East    Units  Estimated Accuracy
 BY1355;SPC TX C     - 3,207,220.    1,160,870.      MT  (+/- 180 meters Scaled)
 BY1355
 BY1355                          SUPERSEDED SURVEY CONTROL
 BY1355
 BY1355  NGVD 29 (??/??/92)   95.746  (m)          314.13   (f) ADJ UNCH    1 2
 BY1355
 BY1355.Superseded values are not recommended for survey control.
 BY1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1355.See file dsdata.txt to determine how the superseded data were derived.
 BY1355
 BY1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ640816(NAD 83)
 BY1355_MARKER: DB = BENCH MARK DISK
 BY1355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY1355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY1355_STAMPING: S 1166 1960
 BY1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1355
 BY1355  HISTORY     - Date     Condition        Report By
 BY1355  HISTORY     - 1960     MONUMENTED       CGS
 BY1355
 BY1355                          STATION DESCRIPTION
 BY1355
 BY1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1355'3.5 MI S FROM GRAPELAND.
 BY1355'ABOUT 3.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1355'STATION AT GRAPELAND, 48 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE
 BY1355'SOUTH OF MILEPOST 28, 50 1/2 FEET WEST OF THE WEST RAIL, 3 FEET WEST
 BY1355'OF A FENCE, 17 1/2 FEET NORTHEAST OF A 10-INCH OAK TREE, ABOUT 3 FEET
 BY1355'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 3 1/2 INCH IRON PIPE
 BY1355'THAT PROJECTS 1 FOOT.  NOTE-- AR 53 FEET SOUTH OF BENCH MARK S 1166,
 BY1355'IN THE NORTH ROOT OF A 14-INCH OAK TREE, A COPPER NAIL AND WASHER
 BY1355'STAMPED AR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0085 ***********************************************************************
 DO0085  DESIGNATION -  S 1167
 DO0085  PID         -  DO0085
 DO0085  STATE/COUNTY-  TX/CLAY
 DO0085  USGS QUAD   -  JOY (1964)
 DO0085
 DO0085                         *CURRENT SURVEY CONTROL
 DO0085  ___________________________________________________________________
 DO0085* NAD 83(1986)-  33 31 01.     (N)    098 11 48.     (W)     SCALED    
 DO0085* NAVD 88     -       320.275  (meters)    1050.77   (feet)  ADJUSTED  
 DO0085  ___________________________________________________________________
 DO0085  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DO0085  DYNAMIC HT  -         319.915 (meters)    1049.59  (feet)  COMP
 DO0085  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 DO0085
 DO0085  VERT ORDER  -  SECOND    CLASS 0
 DO0085
 DO0085.The horizontal coordinates were scaled from a topographic map and have
 DO0085.an estimated accuracy of +/- 6 seconds.
 DO0085
 DO0085.The orthometric height was determined by differential leveling
 DO0085.and adjusted by the National Geodetic Survey in June 1991..
 DO0085
 DO0085.The geoid height was determined by GEOID03.
 DO0085
 DO0085.The dynamic height is computed by dividing the NAVD 88
 DO0085.geopotential number by the normal gravity value computed on the
 DO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0085.degrees latitude (g = 980.6199 gals.).
 DO0085
 DO0085.The modeled gravity was interpolated from observed gravity values.
 DO0085
 DO0085;                    North         East    Units  Estimated Accuracy
 DO0085;SPC TXNC     - 2,205,220.      628,180.      MT  (+/- 180 meters Scaled)
 DO0085
 DO0085                          SUPERSEDED SURVEY CONTROL
 DO0085
 DO0085  NGVD 29 (??/??/92)  320.350  (m)         1051.02   (f) ADJ UNCH    2 0
 DO0085
 DO0085.Superseded values are not recommended for survey control.
 DO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0085.See file dsdata.txt to determine how the superseded data were derived.
 DO0085
 DO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC746088(NAD 83)
 DO0085_MARKER: DB = BENCH MARK DISK
 DO0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0085_SP_SET: CULVERT
 DO0085_STAMPING: S 1167
 DO0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0085
 DO0085  HISTORY     - Date     Condition        Report By
 DO0085  HISTORY     - UNK      MONUMENTED       CGS
 DO0085  HISTORY     - 1961     GOOD             NGS
 DO0085
 DO0085                          STATION DESCRIPTION
 DO0085
 DO0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0085'6.45 MI SW FROM BUFFALO SPRINGS.
 DO0085'ABOUT 3.5 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0085'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, THENCE
 DO0085'2.95 MILES SOUTH ALONG STATE HIGHWAY 148, 22 FEET EAST OF THE CENTER
 DO0085'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST HEAD
 DO0085'WALL OF A 4 CHANNEL CONCRETE CULVERT, AND ABOUT LEVEL WITH THE
 DO0085'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0158 ***********************************************************************
 DO0158  DESIGNATION -  S 1168
 DO0158  PID         -  DO0158
 DO0158  STATE/COUNTY-  TX/JACK
 DO0158  USGS QUAD   -  JACKSBORO (1982)
 DO0158
 DO0158                         *CURRENT SURVEY CONTROL
 DO0158  ___________________________________________________________________
 DO0158* NAD 83(1986)-  33 14 10.     (N)    098 12 27.     (W)     SCALED    
 DO0158* NAVD 88     -       317.380  (meters)    1041.27   (feet)  ADJUSTED  
 DO0158  ___________________________________________________________________
 DO0158  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DO0158  DYNAMIC HT  -         317.017 (meters)    1040.08  (feet)  COMP
 DO0158  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 DO0158
 DO0158  VERT ORDER  -  SECOND    CLASS 0
 DO0158
 DO0158.The horizontal coordinates were scaled from a topographic map and have
 DO0158.an estimated accuracy of +/- 6 seconds.
 DO0158
 DO0158.The orthometric height was determined by differential leveling
 DO0158.and adjusted by the National Geodetic Survey in June 1991..
 DO0158
 DO0158.The geoid height was determined by GEOID03.
 DO0158
 DO0158.The dynamic height is computed by dividing the NAVD 88
 DO0158.geopotential number by the normal gravity value computed on the
 DO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0158.degrees latitude (g = 980.6199 gals.).
 DO0158
 DO0158.The modeled gravity was interpolated from observed gravity values.
 DO0158
 DO0158;                    North         East    Units  Estimated Accuracy
 DO0158;SPC TXNC     - 2,174,070.      627,260.      MT  (+/- 180 meters Scaled)
 DO0158
 DO0158                          SUPERSEDED SURVEY CONTROL
 DO0158
 DO0158  NGVD 29 (??/??/92)  317.309  (m)         1041.04   (f) ADJ UNCH    2 0
 DO0158
 DO0158.Superseded values are not recommended for survey control.
 DO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0158.See file dsdata.txt to determine how the superseded data were derived.
 DO0158
 DO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB738777(NAD 83)
 DO0158_MARKER: DB = BENCH MARK DISK
 DO0158_SETTING: 66 = SET IN ROCK OUTCROP
 DO0158_SP_SET: OUTCROP
 DO0158_STAMPING: S 1168 1961
 DO0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0158+STABILITY: POSITION/ELEVATION WELL
 DO0158
 DO0158  HISTORY     - Date     Condition        Report By
 DO0158  HISTORY     - 1961     MONUMENTED       CGS
 DO0158  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0158  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0158
 DO0158                          STATION DESCRIPTION
 DO0158
 DO0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0158'3.45 MI NW FROM JACKSBORO.
 DO0158'ABOUT 3.45 MILES NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0158'199 FROM THE COURTHOUSE AT JACKSBORO, ABOUT 0.3 MILE WEST OF A STEEL
 DO0158'WINDMILL ON THE NORTH SIDE OF THE HIGHWAY, 0.15 MILE NORTHEAST OF A
 DO0158'SMALL CEMETERY, 75 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET
 DO0158'IN THE TOP OF A LARGE FLAT ROCK OUTCROP, 191 FEET SOUTHEAST OF THE
 DO0158'SOUTH END OF A CONCRETE CULVERT, 148 FEET NORTH OF THE CENTER OF A
 DO0158'SMALL EARTH DAM, 25 FEET SOUTH OF A FENCE, 8 1/2 FEET WEST OF A
 DO0158'NORTH-SOUTH FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 DO0158'ABOUT FLUSH WITH THE GROUND.
 DO0158
 DO0158                          STATION RECOVERY (2001)
 DO0158
 DO0158'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0158'MARK NOT FOUND.
 DO0158
 DO0158                          STATION RECOVERY (2005)
 DO0158
 DO0158'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0118 ***********************************************************************
 DO0118  DESIGNATION -  S 1169
 DO0118  PID         -  DO0118
 DO0118  STATE/COUNTY-  TX/ARCHER
 DO0118  USGS QUAD   -  DARNELL BRANCH (1964)
 DO0118
 DO0118                         *CURRENT SURVEY CONTROL
 DO0118  ___________________________________________________________________
 DO0118* NAD 83(1986)-  33 28 09.     (N)    098 26 09.     (W)     SCALED    
 DO0118* NAVD 88     -       324.645  (meters)    1065.11   (feet)  ADJUSTED  
 DO0118  ___________________________________________________________________
 DO0118  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DO0118  DYNAMIC HT  -         324.274 (meters)    1063.89  (feet)  COMP
 DO0118  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 DO0118
 DO0118  VERT ORDER  -  SECOND    CLASS 0
 DO0118
 DO0118.The horizontal coordinates were scaled from a topographic map and have
 DO0118.an estimated accuracy of +/- 6 seconds.
 DO0118
 DO0118.The orthometric height was determined by differential leveling
 DO0118.and adjusted by the National Geodetic Survey in June 1991..
 DO0118
 DO0118.The geoid height was determined by GEOID03.
 DO0118
 DO0118.The dynamic height is computed by dividing the NAVD 88
 DO0118.geopotential number by the normal gravity value computed on the
 DO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0118.degrees latitude (g = 980.6199 gals.).
 DO0118
 DO0118.The modeled gravity was interpolated from observed gravity values.
 DO0118
 DO0118;                    North         East    Units  Estimated Accuracy
 DO0118;SPC TXNC     - 2,199,880.      605,960.      MT  (+/- 180 meters Scaled)
 DO0118
 DO0118                          SUPERSEDED SURVEY CONTROL
 DO0118
 DO0118  NGVD 29 (??/??/92)  324.574  (m)         1064.87   (f) ADJ UNCH    2 0
 DO0118
 DO0118.Superseded values are not recommended for survey control.
 DO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0118.See file dsdata.txt to determine how the superseded data were derived.
 DO0118
 DO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC524034(NAD 83)
 DO0118_MARKER: DB = BENCH MARK DISK
 DO0118_SETTING: 66 = SET IN ROCK OUTCROP
 DO0118_SP_SET: OUTCROP
 DO0118_STAMPING: S 1169 1961
 DO0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0118+STABILITY: POSITION/ELEVATION WELL
 DO0118
 DO0118  HISTORY     - Date     Condition        Report By
 DO0118  HISTORY     - 1961     MONUMENTED       CGS
 DO0118  HISTORY     - 20040107 GOOD             JCLS
 DO0118
 DO0118                          STATION DESCRIPTION
 DO0118
 DO0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0118'4.65 MI NW FROM ANTELOPE.
 DO0118'ABOUT 1.8 MILES NORTHWEST ALONG BUSINESS LOOP 187 FROM THE POST OFFICE
 DO0118'AT ANTELOPE, THENCE 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 281, OR
 DO0118'7.9 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT
 DO0118'WINDTHORST, 173 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 DO0118'IN THE TOP OF A SANDSTONE OUTCROP, 157 FEET NORTH OF A GATE WHICH IS
 DO0118'IN A FENCE LINE NEAR THE NORTHEAST HIGHWAY RIGHT-OF-WAY, 123 FEET
 DO0118'NORTHEAST OF A FENCE, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DO0118
 DO0118                          STATION RECOVERY (2004)
 DO0118
 DO0118'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 DO0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0049 ***********************************************************************
 CA0049  DESIGNATION -  S 117
 CA0049  PID         -  CA0049
 CA0049  STATE/COUNTY-  TX/HAMILTON
 CA0049  USGS QUAD   -  POTTSVILLE (1956)
 CA0049
 CA0049                         *CURRENT SURVEY CONTROL
 CA0049  ___________________________________________________________________
 CA0049* NAD 83(1986)-  31 40 32.     (N)    098 19 05.     (W)     SCALED    
 CA0049* NAVD 88     -       402.973  (meters)    1322.09   (feet)  ADJUSTED  
 CA0049  ___________________________________________________________________
 CA0049  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CA0049  DYNAMIC HT  -         402.448 (meters)    1320.36  (feet)  COMP
 CA0049  MODELED GRAV-     979,324.8   (mgal)                       NAVD 88
 CA0049
 CA0049  VERT ORDER  -  SECOND    CLASS 0
 CA0049
 CA0049.The horizontal coordinates were scaled from a topographic map and have
 CA0049.an estimated accuracy of +/- 6 seconds.
 CA0049
 CA0049.The orthometric height was determined by differential leveling
 CA0049.and adjusted by the National Geodetic Survey in June 1991..
 CA0049
 CA0049.The geoid height was determined by GEOID03.
 CA0049
 CA0049.The dynamic height is computed by dividing the NAVD 88
 CA0049.geopotential number by the normal gravity value computed on the
 CA0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0049.degrees latitude (g = 980.6199 gals.).
 CA0049
 CA0049.The modeled gravity was interpolated from observed gravity values.
 CA0049
 CA0049;                    North         East    Units  Estimated Accuracy
 CA0049;SPC TX C     - 3,224,430.      891,080.      MT  (+/- 180 meters Scaled)
 CA0049
 CA0049                          SUPERSEDED SURVEY CONTROL
 CA0049
 CA0049  NGVD 29 (??/??/92)  402.886  (m)         1321.80   (f) ADJ UNCH    2 0
 CA0049
 CA0049.Superseded values are not recommended for survey control.
 CA0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0049.See file dsdata.txt to determine how the superseded data were derived.
 CA0049
 CA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA646046(NAD 83)
 CA0049_MARKER: DB = BENCH MARK DISK
 CA0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0049_SP_SET: STEP
 CA0049_STAMPING: 1321.949 S 117 1933
 CA0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0049
 CA0049  HISTORY     - Date     Condition        Report By
 CA0049  HISTORY     - 1933     MONUMENTED       CGS
 CA0049  HISTORY     - 1935     GOOD             NGS
 CA0049
 CA0049                          STATION DESCRIPTION
 CA0049
 CA0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0049'IN POTTSVILLE.
 CA0049'AT POTTSVILLE, HAMILTON COUNTY, AT THE BRICK SCHOOL BUILDING, 4 INCHES
 CA0049'EAST OF THE SOUTH ENTRANCE, 4 INCHES SOUTH OF THE SOUTH WALL, IN THE
 CA0049'STEP, AND 16 INCHES FROM THE EAST EDGE.
 CA0049
 CA0049                          STATION RECOVERY (1935)
 CA0049
 CA0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0071 ***********************************************************************
 CT0071  DESIGNATION -  S 1170
 CT0071  PID         -  CT0071
 CT0071  STATE/COUNTY-  TX/PALO PINTO
 CT0071  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0071
 CT0071                         *CURRENT SURVEY CONTROL
 CT0071  ___________________________________________________________________
 CT0071* NAD 83(1986)-  32 48 36.     (N)    098 04 37.     (W)     SCALED    
 CT0071* NAVD 88     -       265.455  (meters)     870.91   (feet)  ADJUSTED  
 CT0071  ___________________________________________________________________
 CT0071  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CT0071  DYNAMIC HT  -         265.131 (meters)     869.85  (feet)  COMP
 CT0071  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 CT0071
 CT0071  VERT ORDER  -  SECOND    CLASS 0
 CT0071
 CT0071.The horizontal coordinates were scaled from a topographic map and have
 CT0071.an estimated accuracy of +/- 6 seconds.
 CT0071
 CT0071.The orthometric height was determined by differential leveling
 CT0071.and adjusted by the National Geodetic Survey in June 1991..
 CT0071
 CT0071.The geoid height was determined by GEOID03.
 CT0071
 CT0071.The dynamic height is computed by dividing the NAVD 88
 CT0071.geopotential number by the normal gravity value computed on the
 CT0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0071.degrees latitude (g = 980.6199 gals.).
 CT0071
 CT0071.The modeled gravity was interpolated from observed gravity values.
 CT0071
 CT0071;                    North         East    Units  Estimated Accuracy
 CT0071;SPC TXNC     - 2,126,860.      639,620.      MT  (+/- 180 meters Scaled)
 CT0071
 CT0071                          SUPERSEDED SURVEY CONTROL
 CT0071
 CT0071  NGVD 29 (??/??/92)  265.354  (m)          870.58   (f) ADJ UNCH    2 0
 CT0071
 CT0071.Superseded values are not recommended for survey control.
 CT0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0071.See file dsdata.txt to determine how the superseded data were derived.
 CT0071
 CT0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB864306(NAD 83)
 CT0071_MARKER: DB = BENCH MARK DISK
 CT0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0071_SP_SET: CULVERT
 CT0071_STAMPING: S 1170 1961
 CT0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0071+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 CT0071
 CT0071  HISTORY     - Date     Condition        Report By
 CT0071  HISTORY     - 1961     MONUMENTED       CGS
 CT0071  HISTORY     - 19980627 GOOD             USPSQD
 CT0071  HISTORY     - 20030513 GOOD             INDIV
 CT0071
 CT0071                          STATION DESCRIPTION
 CT0071
 CT0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0071'2.05 MI E FROM MINERAL WELLS.
 CT0071'ABOUT 2.05 MILES EAST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0071'MINERAL WELLS, ABOUT 200 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM
 CT0071'THE SOUTHWEST CORNER OF THE TEXAS NATIONAL GUARD BUILDING, 34 FEET
 CT0071'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST
 CT0071'END OF THE SOUTH HEAD WALL OF A LARGE CONCRETE CULVERT, 21 FEET NORTH
 CT0071'OF THE NORTHWEST CORNER OF A SMALL HOUSE, AND ABOUT 1 FOOT ABOVE THE
 CT0071'LEVEL OF THE HIGHWAY.
 CT0071
 CT0071                          STATION RECOVERY (1998)
 CT0071
 CT0071'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0071'RECOVERED IN GOOD CONDITION.
 CT0071
 CT0071                          STATION RECOVERY (2003)
 CT0071
 CT0071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 CT0071'LOCATION LAT 32D48'38.4''N LONG 98D04'38.6''W  NAD 83
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0369 ***********************************************************************
 CU0369  DESIGNATION -  S 1171 RESET 1974
 CU0369  PID         -  CU0369
 CU0369  STATE/COUNTY-  TX/MITCHELL
 CU0369  USGS QUAD   -  DAM DRAW (1987)
 CU0369
 CU0369                         *CURRENT SURVEY CONTROL
 CU0369  ___________________________________________________________________
 CU0369* NAD 83(1986)-  32 09 12.     (N)    100 44 53.     (W)     SCALED    
 CU0369* NAVD 88     -       614.30   (+/-2cm)    2015.4    (feet)  VERTCON   
 CU0369  ___________________________________________________________________
 CU0369  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CU0369
 CU0369  VERT ORDER  -  THIRD (See Below)
 CU0369
 CU0369.The horizontal coordinates were scaled from a topographic map and have
 CU0369.an estimated accuracy of +/- 6 seconds.
 CU0369
 CU0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0369.The vertical order pertains to the NGVD 29 superseded value.
 CU0369
 CU0369.The geoid height was determined by GEOID03.
 CU0369
 CU0369;                    North         East    Units  Estimated Accuracy
 CU0369;SPC TXNC     - 2,056,240.      387,950.      MT  (+/- 180 meters Scaled)
 CU0369
 CU0369                          SUPERSEDED SURVEY CONTROL
 CU0369
 CU0369  NGVD 29 (01/29/03)  614.11   (m)         2014.8    (f) RESET       3  
 CU0369
 CU0369.Superseded values are not recommended for survey control.
 CU0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0369.See file dsdata.txt to determine how the superseded data were derived.
 CU0369
 CU0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA351587(NAD 83)
 CU0369_MARKER: DB = BENCH MARK DISK
 CU0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0369_SP_SET: BRIDGE
 CU0369_STAMPING: S 117 RESET 1974
 CU0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0369
 CU0369  HISTORY     - Date     Condition        Report By
 CU0369  HISTORY     - 1974     MONUMENTED       TXHD
 CU0369  HISTORY     - 1975     GOOD             TXHD
 CU0369
 CU0369                          STATION DESCRIPTION
 CU0369
 CU0369'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1975
 CU0369'6.95 MI N FROM SILVER.
 CU0369'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0369'AT SILVER, THENCE 6.35 MILES NORTHWEST ALONG STATE HIGHWAY 208, SET 24
 CU0369'FEET LEFT OF THE CENTER LINE OF STATION 918+30 IN MIDDLE OF NEW
 CU0369'CONCRETE WING OF THE NORTHEAST CORNER OF BRIDGE AT BIG SILVER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0014 ***********************************************************************
 CB0014  DESIGNATION -  S 1172
 CB0014  PID         -  CB0014
 CB0014  STATE/COUNTY-  TX/COKE
 CB0014  USGS QUAD   -  BRONTE (1987)
 CB0014
 CB0014                         *CURRENT SURVEY CONTROL
 CB0014  ___________________________________________________________________
 CB0014* NAD 83(1986)-  31 52 35.     (N)    100 17 46.     (W)     SCALED    
 CB0014* NAVD 88     -       544.801  (meters)    1787.40   (feet)  ADJUSTED  
 CB0014  ___________________________________________________________________
 CB0014  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 CB0014  DYNAMIC HT  -         544.087 (meters)    1785.06  (feet)  COMP
 CB0014  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 CB0014
 CB0014  VERT ORDER  -  SECOND    CLASS 0
 CB0014
 CB0014.The horizontal coordinates were scaled from a topographic map and have
 CB0014.an estimated accuracy of +/- 6 seconds.
 CB0014
 CB0014.The orthometric height was determined by differential leveling
 CB0014.and adjusted by the National Geodetic Survey in June 1991..
 CB0014
 CB0014.The geoid height was determined by GEOID03.
 CB0014
 CB0014.The dynamic height is computed by dividing the NAVD 88
 CB0014.geopotential number by the normal gravity value computed on the
 CB0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0014.degrees latitude (g = 980.6199 gals.).
 CB0014
 CB0014.The modeled gravity was interpolated from observed gravity values.
 CB0014
 CB0014;                    North         East    Units  Estimated Accuracy
 CB0014;SPC TX C     - 3,244,970.      703,520.      MT  (+/- 180 meters Scaled)
 CB0014
 CB0014                          SUPERSEDED SURVEY CONTROL
 CB0014
 CB0014  NGVD 29 (??/??/92)  544.609  (m)         1786.77   (f) ADJ UNCH    2 0
 CB0014
 CB0014.Superseded values are not recommended for survey control.
 CB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0014.See file dsdata.txt to determine how the superseded data were derived.
 CB0014
 CB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA774274(NAD 83)
 CB0014_MARKER: DB = BENCH MARK DISK
 CB0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0014_STAMPING: S 1172 1961
 CB0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0014+STABILITY: SURFACE MOTION
 CB0014
 CB0014  HISTORY     - Date     Condition        Report By
 CB0014  HISTORY     - 1961     MONUMENTED       CGS
 CB0014
 CB0014                          STATION DESCRIPTION
 CB0014
 CB0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0014'0.8 MI S FROM BRONTE.
 CB0014'ABOUT 0.8 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM
 CB0014'THE STATION AT BRONTE, 0.1 MILE NORTH OF A BRIDGE OVER KICKAPOO CREEK,
 CB0014'61 FEET EAST OF MILEPOST 686, 47 FEET EAST OF THE EAST RAIL, 2 FEET
 CB0014'WEST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 CB0014'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CB0014'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0125 ***********************************************************************
 CU0125  DESIGNATION -  S 1173
 CU0125  PID         -  CU0125
 CU0125  STATE/COUNTY-  TX/FISHER
 CU0125  USGS QUAD   -  ROTAN (1981)
 CU0125
 CU0125                         *CURRENT SURVEY CONTROL
 CU0125  ___________________________________________________________________
 CU0125* NAD 83(1986)-  32 48 51.     (N)    100 24 37.     (W)     SCALED    
 CU0125* NAVD 88     -       586.195  (meters)    1923.21   (feet)  ADJUSTED  
 CU0125  ___________________________________________________________________
 CU0125  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CU0125  DYNAMIC HT  -         585.429 (meters)    1920.69  (feet)  COMP
 CU0125  MODELED GRAV-     979,312.8   (mgal)                       NAVD 88
 CU0125
 CU0125  VERT ORDER  -  SECOND    CLASS 0
 CU0125
 CU0125.The horizontal coordinates were scaled from a topographic map and have
 CU0125.an estimated accuracy of +/- 6 seconds.
 CU0125
 CU0125.The orthometric height was determined by differential leveling
 CU0125.and adjusted by the National Geodetic Survey in June 1991..
 CU0125
 CU0125.The geoid height was determined by GEOID03.
 CU0125
 CU0125.The dynamic height is computed by dividing the NAVD 88
 CU0125.geopotential number by the normal gravity value computed on the
 CU0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0125.degrees latitude (g = 980.6199 gals.).
 CU0125
 CU0125.The modeled gravity was interpolated from observed gravity values.
 CU0125
 CU0125;                    North         East    Units  Estimated Accuracy
 CU0125;SPC TXNC     - 2,128,870.      421,140.      MT  (+/- 180 meters Scaled)
 CU0125
 CU0125                          SUPERSEDED SURVEY CONTROL
 CU0125
 CU0125  NGVD 29 (??/??/92)  585.954  (m)         1922.42   (f) ADJ UNCH    2 0
 CU0125
 CU0125.Superseded values are not recommended for survey control.
 CU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0125.See file dsdata.txt to determine how the superseded data were derived.
 CU0125
 CU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB679315(NAD 83)
 CU0125_MARKER: DB = BENCH MARK DISK
 CU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0125_STAMPING: S 1173 1961
 CU0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0125+STABILITY: SURFACE MOTION
 CU0125
 CU0125  HISTORY     - Date     Condition        Report By
 CU0125  HISTORY     - 1961     MONUMENTED       CGS
 CU0125
 CU0125                          STATION DESCRIPTION
 CU0125
 CU0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0125'4.4 MI SE FROM ROTAN.
 CU0125'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0125'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 4.3 MILES SOUTHEAST
 CU0125'ALONG STATE HIGHWAY 70, OR 5.25 MILES NORTHWEST ALONG STATE HIGHWAY 70
 CU0125'FROM THE COUNTY COURTHOUSE AT ROBY, 0.3 MILE SOUTHEAST OF A CROSSING
 CU0125'OF THE HIGHWAY AND THE MISSOURI-KANSAS-TEXAS RAILROAD, NORTH OF AND
 CU0125'ACROSS THE HIGHWAY FROM A FARMHOUSE, 49 FEET NORTHEAST OF THE CENTER
 CU0125'LINE OF THE HIGHWAY, 241 FEET EAST OF AND ACROSS THE HIGHWAY FROM A
 CU0125'POWER POLE WITH A LINE CROSSING OVER THE HIGHWAY, 103 FEET NORTHEAST
 CU0125'OF AND ACROSS THE HIGHWAY FROM A 14-INCH MESQUITE TREE, 8 1/2 FEET
 CU0125'NORTHWEST OF A T-FENCE CORNER, 1 FOOT SOUTHWEST OF A FENCE, 1.5 FEET
 CU0125'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CU0125'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0138 ***********************************************************************
 DP0138  DESIGNATION -  S 1174
 DP0138  PID         -  DP0138
 DP0138  STATE/COUNTY-  TX/KENT
 DP0138  USGS QUAD   -  A B C CREEK (1969)
 DP0138
 DP0138                         *CURRENT SURVEY CONTROL
 DP0138  ___________________________________________________________________
 DP0138* NAD 83(1986)-  33 05 51.     (N)    100 36 52.     (W)     SCALED    
 DP0138* NAVD 88     -       627.522  (meters)    2058.80   (feet)  ADJUSTED  
 DP0138  ___________________________________________________________________
 DP0138  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DP0138  DYNAMIC HT  -         626.734 (meters)    2056.21  (feet)  COMP
 DP0138  MODELED GRAV-     979,360.7   (mgal)                       NAVD 88
 DP0138
 DP0138  VERT ORDER  -  SECOND    CLASS 0
 DP0138
 DP0138.The horizontal coordinates were scaled from a topographic map and have
 DP0138.an estimated accuracy of +/- 6 seconds.
 DP0138
 DP0138.The orthometric height was determined by differential leveling
 DP0138.and adjusted by the National Geodetic Survey in June 1991..
 DP0138
 DP0138.The geoid height was determined by GEOID03.
 DP0138
 DP0138.The dynamic height is computed by dividing the NAVD 88
 DP0138.geopotential number by the normal gravity value computed on the
 DP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0138.degrees latitude (g = 980.6199 gals.).
 DP0138
 DP0138.The modeled gravity was interpolated from observed gravity values.
 DP0138
 DP0138;                    North         East    Units  Estimated Accuracy
 DP0138;SPC TXNC     - 2,160,650.      402,650.      MT  (+/- 180 meters Scaled)
 DP0138
 DP0138                          SUPERSEDED SURVEY CONTROL
 DP0138
 DP0138  NGVD 29 (??/??/92)  627.272  (m)         2057.97   (f) ADJ UNCH    2 0
 DP0138
 DP0138.Superseded values are not recommended for survey control.
 DP0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0138.See file dsdata.txt to determine how the superseded data were derived.
 DP0138
 DP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB493632(NAD 83)
 DP0138_MARKER: DB = BENCH MARK DISK
 DP0138_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP0138_SP_SET: 25 FT
 DP0138_STAMPING: S 1174 1961
 DP0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0138
 DP0138  HISTORY     - Date     Condition        Report By
 DP0138  HISTORY     - 1961     MONUMENTED       CGS
 DP0138  HISTORY     - 1971     GOOD             USGS
 DP0138
 DP0138                          STATION DESCRIPTION
 DP0138
 DP0138'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DP0138'10.6 MI SE FROM CLAIREMONT.
 DP0138'ABOUT 5.65 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0138'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, THENCE 4.95 MILES
 DP0138'SOUTHEAST ALONG STATE HIGHWAY 70, 0.3 MILE SOUTHEAST OF A POWER LINE
 DP0138'CROSSING OVER THE HIGHWAY, 75 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 DP0138'THE HIGHWAY, 74 FEET WEST-SOUTHWEST OF THE NORTHWEST END OF THE
 DP0138'SOUTHWEST CONCRETE HEAD WALL OF A CULVERT, 4 1/2 FEET NORTHWEST OF A
 DP0138'T-FENCE CORNER, 2 FEET NORTHEAST OF A WOVEN WIRE FENCE, 2.2 FEET
 DP0138'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 DP0138'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 DP0138'DRIVEN TO A DEPTH OF 25 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 DP0138'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0082 ***********************************************************************
 CB0082  DESIGNATION -  S 1175
 CB0082  PID         -  CB0082
 CB0082  STATE/COUNTY-  TX/COKE
 CB0082  USGS QUAD   -  ROBERT LEE (1987)
 CB0082
 CB0082                         *CURRENT SURVEY CONTROL
 CB0082  ___________________________________________________________________
 CB0082* NAD 83(1986)-  31 54 20.     (N)    100 24 47.     (W)     SCALED    
 CB0082* NAVD 88     -       591.397  (meters)    1940.28   (feet)  ADJUSTED  
 CB0082  ___________________________________________________________________
 CB0082  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CB0082  DYNAMIC HT  -         590.616 (meters)    1937.71  (feet)  COMP
 CB0082  MODELED GRAV-     979,299.3   (mgal)                       NAVD 88
 CB0082
 CB0082  VERT ORDER  -  SECOND    CLASS 0
 CB0082
 CB0082.The horizontal coordinates were scaled from a topographic map and have
 CB0082.an estimated accuracy of +/- 6 seconds.
 CB0082
 CB0082.The orthometric height was determined by differential leveling
 CB0082.and adjusted by the National Geodetic Survey in June 1991..
 CB0082
 CB0082.The geoid height was determined by GEOID03.
 CB0082
 CB0082.The dynamic height is computed by dividing the NAVD 88
 CB0082.geopotential number by the normal gravity value computed on the
 CB0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0082.degrees latitude (g = 980.6199 gals.).
 CB0082
 CB0082.The modeled gravity was interpolated from observed gravity values.
 CB0082
 CB0082;                    North         East    Units  Estimated Accuracy
 CB0082;SPC TX C     - 3,248,210.      692,460.      MT  (+/- 180 meters Scaled)
 CB0082
 CB0082                          SUPERSEDED SURVEY CONTROL
 CB0082
 CB0082  NGVD 29 (??/??/92)  591.203  (m)         1939.64   (f) ADJ UNCH    2 0
 CB0082
 CB0082.Superseded values are not recommended for survey control.
 CB0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0082.See file dsdata.txt to determine how the superseded data were derived.
 CB0082
 CB0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA663308(NAD 83)
 CB0082_MARKER: DB = BENCH MARK DISK
 CB0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0082_SP_SET: CURB
 CB0082_STAMPING: S 1175 1961
 CB0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0082
 CB0082  HISTORY     - Date     Condition        Report By
 CB0082  HISTORY     - 1961     MONUMENTED       CGS
 CB0082
 CB0082                          STATION DESCRIPTION
 CB0082
 CB0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0082'4.7 MI E FROM ROBERT LEE.
 CB0082'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0082'LEE, THENCE 4.45 MILES EAST ALONG STATE HIGHWAY 158, ABOUT 0.2 MILE
 CB0082'WEST OF A GROUP OF OIL TANKS, 20 FEET SOUTH OF THE CENTER LINE OF THE
 CB0082'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE CURB OF
 CB0082'A CONCRETE BRIDGE OVER INDIAN CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL
 CB0082'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0083 ***********************************************************************
 CB0083  DESIGNATION -  S 1175 RESET 1968
 CB0083  PID         -  CB0083
 CB0083  STATE/COUNTY-  TX/COKE
 CB0083  USGS QUAD   -  ROBERT LEE (1987)
 CB0083
 CB0083                         *CURRENT SURVEY CONTROL
 CB0083  ___________________________________________________________________
 CB0083* NAD 83(1986)-  31 54 20.     (N)    100 24 46.     (W)     SCALED    
 CB0083* NAVD 88     -       591.97   (+/-2cm)    1942.2    (feet)  VERTCON   
 CB0083  ___________________________________________________________________
 CB0083  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CB0083
 CB0083  VERT ORDER  -  THIRD (See Below)
 CB0083
 CB0083.The horizontal coordinates were scaled from a topographic map and have
 CB0083.an estimated accuracy of +/- 6 seconds.
 CB0083
 CB0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0083.The vertical order pertains to the NGVD 29 superseded value.
 CB0083
 CB0083.The geoid height was determined by GEOID03.
 CB0083
 CB0083;                    North         East    Units  Estimated Accuracy
 CB0083;SPC TX C     - 3,248,210.      692,490.      MT  (+/- 180 meters Scaled)
 CB0083
 CB0083                          SUPERSEDED SURVEY CONTROL
 CB0083
 CB0083  NGVD 29 (01/29/03)  591.78   (m)         1941.5    (f) RESET       3  
 CB0083
 CB0083.Superseded values are not recommended for survey control.
 CB0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0083.See file dsdata.txt to determine how the superseded data were derived.
 CB0083
 CB0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA664308(NAD 83)
 CB0083_MARKER: DB = BENCH MARK DISK
 CB0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0083_SP_SET: CULVERT
 CB0083_STAMPING: S 1175 RESET 1968
 CB0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0083
 CB0083  HISTORY     - Date     Condition        Report By
 CB0083  HISTORY     - 1968     MONUMENTED       TXHD
 CB0083
 CB0083                          STATION DESCRIPTION
 CB0083
 CB0083'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CB0083'ROBERT LEE.
 CB0083'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0083'LEE, THENCE 4.45 MILES EAST ALONG STATE HIGHWAY 158, ABOUT 0.2 WEST OF
 CB0083'A GROUP OF OIL STORAGE TANKS, 46 FEET SOUTH OF THE CENTER LINE OF THE
 CB0083'HIGHWAY, SET IN THE TOP OF THE SOUTH CURB OF A CONCRETE CULVERT OVER A
 CB0083'NEARBY TRIBUTARY OF INDIAN CREEK, ABOUT 5.6 FEET BELOW THE LEVEL OF
 CB0083'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0047 ***********************************************************************
 CU0047  DESIGNATION -  S 1176
 CU0047  PID         -  CU0047
 CU0047  STATE/COUNTY-  TX/FISHER
 CU0047  USGS QUAD   -  MC CAULLEY (1981)
 CU0047
 CU0047                         *CURRENT SURVEY CONTROL
 CU0047  ___________________________________________________________________
 CU0047* NAD 83(1986)-  32 46 05.     (N)    100 12 52.     (W)     SCALED    
 CU0047* NAVD 88     -       575.845  (meters)    1889.25   (feet)  ADJUSTED  
 CU0047  ___________________________________________________________________
 CU0047  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CU0047  DYNAMIC HT  -         575.093 (meters)    1886.78  (feet)  COMP
 CU0047  MODELED GRAV-     979,315.3   (mgal)                       NAVD 88
 CU0047
 CU0047  VERT ORDER  -  SECOND    CLASS 0
 CU0047
 CU0047.The horizontal coordinates were scaled from a topographic map and have
 CU0047.an estimated accuracy of +/- 6 seconds.
 CU0047
 CU0047.The orthometric height was determined by differential leveling
 CU0047.and adjusted by the National Geodetic Survey in June 1991..
 CU0047
 CU0047.The geoid height was determined by GEOID03.
 CU0047
 CU0047.The dynamic height is computed by dividing the NAVD 88
 CU0047.geopotential number by the normal gravity value computed on the
 CU0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0047.degrees latitude (g = 980.6199 gals.).
 CU0047
 CU0047.The modeled gravity was interpolated from observed gravity values.
 CU0047
 CU0047;                    North         East    Units  Estimated Accuracy
 CU0047;SPC TXNC     - 2,123,440.      439,390.      MT  (+/- 180 meters Scaled)
 CU0047
 CU0047                          SUPERSEDED SURVEY CONTROL
 CU0047
 CU0047  NGVD 29 (??/??/92)  575.616  (m)         1888.50   (f) ADJ UNCH    2 0
 CU0047
 CU0047.Superseded values are not recommended for survey control.
 CU0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0047.See file dsdata.txt to determine how the superseded data were derived.
 CU0047
 CU0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB862262(NAD 83)
 CU0047_MARKER: DB = BENCH MARK DISK
 CU0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0047_STAMPING: S 1176 1961
 CU0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0047+STABILITY: SURFACE MOTION
 CU0047
 CU0047  HISTORY     - Date     Condition        Report By
 CU0047  HISTORY     - 1961     MONUMENTED       CGS
 CU0047
 CU0047                          STATION DESCRIPTION
 CU0047
 CU0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0047'4.05 MI NE FROM SYLVESTER.
 CU0047'ABOUT 4.05 MILES NORTHEAST ALONG FARM ROAD 57 FROM THE INTERSECTION OF
 CU0047'THE ROAD AND FARM ROAD 1085 AT SYLVESTER, 0.15 MILE SOUTH OF MILEPOST
 CU0047'615, 48 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 145 FEET EAST
 CU0047'OF THE EAST RAIL OF THE PANHANDLE AND SANTA FE RAILWAY, 41 FEET NORTH
 CU0047'OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD CROSSING THE TRACK, 1
 CU0047'1/2 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST,
 CU0047'ABOUT LEVEL WITH THE FARM ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CU0047'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0248 ***********************************************************************
 CB0248  DESIGNATION -  S 1177
 CB0248  PID         -  CB0248
 CB0248  STATE/COUNTY-  TX/COKE
 CB0248  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0248
 CB0248                         *CURRENT SURVEY CONTROL
 CB0248  ___________________________________________________________________
 CB0248* NAD 83(1986)-  31 53 58.     (N)    100 45 56.     (W)     SCALED    
 CB0248* NAVD 88     -       741.419  (meters)    2432.47   (feet)  ADJUSTED  
 CB0248  ___________________________________________________________________
 CB0248  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0248  DYNAMIC HT  -         740.412 (meters)    2429.17  (feet)  COMP
 CB0248  MODELED GRAV-     979,255.4   (mgal)                       NAVD 88
 CB0248
 CB0248  VERT ORDER  -  SECOND    CLASS 0
 CB0248
 CB0248.The horizontal coordinates were scaled from a topographic map and have
 CB0248.an estimated accuracy of +/- 6 seconds.
 CB0248
 CB0248.The orthometric height was determined by differential leveling
 CB0248.and adjusted by the National Geodetic Survey in June 1991..
 CB0248
 CB0248.The geoid height was determined by GEOID03.
 CB0248
 CB0248.The dynamic height is computed by dividing the NAVD 88
 CB0248.geopotential number by the normal gravity value computed on the
 CB0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0248.degrees latitude (g = 980.6199 gals.).
 CB0248
 CB0248.The modeled gravity was interpolated from observed gravity values.
 CB0248
 CB0248;                    North         East    Units  Estimated Accuracy
 CB0248;SPC TX C     - 3,247,610.      659,110.      MT  (+/- 180 meters Scaled)
 CB0248
 CB0248                          SUPERSEDED SURVEY CONTROL
 CB0248
 CB0248  NGVD 29 (??/??/92)  741.197  (m)         2431.74   (f) ADJ UNCH    2 0
 CB0248
 CB0248.Superseded values are not recommended for survey control.
 CB0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0248.See file dsdata.txt to determine how the superseded data were derived.
 CB0248
 CB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA330306(NAD 83)
 CB0248_MARKER: DB = BENCH MARK DISK
 CB0248_SETTING: 66 = SET IN ROCK OUTCROP
 CB0248_SP_SET: FLAT ROCK
 CB0248_STAMPING: S 1177 1961
 CB0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0248+STABILITY: POSITION/ELEVATION WELL
 CB0248
 CB0248  HISTORY     - Date     Condition        Report By
 CB0248  HISTORY     - 1961     MONUMENTED       CGS
 CB0248
 CB0248                          STATION DESCRIPTION
 CB0248
 CB0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0248'17.25 MI NE FROM STERLING CITY.
 CB0248'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0248'AT STERLING CITY, THENCE 16.5 MILES NORTHEAST ALONG STATE HIGHWAY 158
 CB0248'AND FARM ROAD 387, OR 0.25 MILE NORTH ALONG MAIN STREET FROM THE
 CB0248'COUNTY COURTHOUSE AT ROBERT LEE, THENCE 17.5 MILES WEST ALONG STATE
 CB0248'HIGHWAY 158 AND FARM ROAD 387, 0.35 MILE EAST OF A ROADSIDE PARK,
 CB0248'ABOUT MIDWAY OF A LONG GRADE, 55 FEET SOUTH OF THE CENTER LINE OF THE
 CB0248'HIGHWAY, SET IN THE TOP OF A FLAT ROCK, 9 FEET SOUTHWEST OF A SMALL
 CB0248'CEDAR TELEPHONE POLE, 5 1/2 FEET SOUTH OF A FENCE, ABOUT 2 FEET BELOW
 CB0248'THE LEVEL OF THE HIGHWAY, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0100 ***********************************************************************
 CU0100  DESIGNATION -  S 1178
 CU0100  PID         -  CU0100
 CU0100  STATE/COUNTY-  TX/FISHER
 CU0100  USGS QUAD   -  ROTAN (1981)
 CU0100
 CU0100                         *CURRENT SURVEY CONTROL
 CU0100  ___________________________________________________________________
 CU0100* NAD 83(1986)-  32 49 20.     (N)    100 27 48.     (W)     SCALED    
 CU0100* NAVD 88     -       594.030  (meters)    1948.91   (feet)  ADJUSTED  
 CU0100  ___________________________________________________________________
 CU0100  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CU0100  DYNAMIC HT  -         593.253 (meters)    1946.36  (feet)  COMP
 CU0100  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 CU0100
 CU0100  VERT ORDER  -  SECOND    CLASS 0
 CU0100
 CU0100.The horizontal coordinates were scaled from a topographic map and have
 CU0100.an estimated accuracy of +/- 6 seconds.
 CU0100
 CU0100.The orthometric height was determined by differential leveling
 CU0100.and adjusted by the National Geodetic Survey in June 1991..
 CU0100
 CU0100.The geoid height was determined by GEOID03.
 CU0100
 CU0100.The dynamic height is computed by dividing the NAVD 88
 CU0100.geopotential number by the normal gravity value computed on the
 CU0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0100.degrees latitude (g = 980.6199 gals.).
 CU0100
 CU0100.The modeled gravity was interpolated from observed gravity values.
 CU0100
 CU0100;                    North         East    Units  Estimated Accuracy
 CU0100;SPC TXNC     - 2,129,860.      416,190.      MT  (+/- 180 meters Scaled)
 CU0100
 CU0100                          SUPERSEDED SURVEY CONTROL
 CU0100
 CU0100  NGVD 29 (??/??/92)  593.781  (m)         1948.10   (f) ADJ UNCH    2 0
 CU0100
 CU0100.Superseded values are not recommended for survey control.
 CU0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0100.See file dsdata.txt to determine how the superseded data were derived.
 CU0100
 CU0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB630325(NAD 83)
 CU0100_MARKER: DB = BENCH MARK DISK
 CU0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0100_STAMPING: S 1178 1961
 CU0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0100+STABILITY: SURFACE MOTION
 CU0100
 CU0100  HISTORY     - Date     Condition        Report By
 CU0100  HISTORY     - 1961     MONUMENTED       CGS
 CU0100
 CU0100                          STATION DESCRIPTION
 CU0100
 CU0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0100'2.35 MI S FROM ROTAN.
 CU0100'ABOUT 0.35 MILES WEST ALONG FARM ROAD 611 FROM THE MOST SOUTHERLY OF A
 CU0100'GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 2.0 MILES SOUTH ALONG A
 CU0100'GRADED DIRT ROAD, 42 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 6
 CU0100'FEET EAST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 1.5 FEET
 CU0100'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 CU0100'THE DIRT ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 CU0100'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0433 ***********************************************************************
 CU0433  DESIGNATION -  S 1179
 CU0433  PID         -  CU0433
 CU0433  STATE/COUNTY-  TX/FISHER
 CU0433  USGS QUAD   -  BULL CREEK (1969)
 CU0433
 CU0433                         *CURRENT SURVEY CONTROL
 CU0433  ___________________________________________________________________
 CU0433* NAD 83(1986)-  32 43 56.     (N)    100 36 12.     (W)     SCALED    
 CU0433* NAVD 88     -       630.243  (meters)    2067.72   (feet)  ADJUSTED  
 CU0433  ___________________________________________________________________
 CU0433  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CU0433  DYNAMIC HT  -         629.409 (meters)    2064.99  (feet)  COMP
 CU0433  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 CU0433
 CU0433  VERT ORDER  -  SECOND    CLASS 0
 CU0433
 CU0433.The horizontal coordinates were scaled from a topographic map and have
 CU0433.an estimated accuracy of +/- 6 seconds.
 CU0433
 CU0433.The orthometric height was determined by differential leveling
 CU0433.and adjusted by the National Geodetic Survey in June 1991..
 CU0433
 CU0433.The geoid height was determined by GEOID03.
 CU0433
 CU0433.The dynamic height is computed by dividing the NAVD 88
 CU0433.geopotential number by the normal gravity value computed on the
 CU0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0433.degrees latitude (g = 980.6199 gals.).
 CU0433
 CU0433.The modeled gravity was interpolated from observed gravity values.
 CU0433
 CU0433;                    North         East    Units  Estimated Accuracy
 CU0433;SPC TXNC     - 2,120,130.      402,880.      MT  (+/- 180 meters Scaled)
 CU0433
 CU0433                          SUPERSEDED SURVEY CONTROL
 CU0433
 CU0433  NGVD 29 (??/??/92)  629.975  (m)         2066.84   (f) ADJ UNCH    2 0
 CU0433
 CU0433.Superseded values are not recommended for survey control.
 CU0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0433.See file dsdata.txt to determine how the superseded data were derived.
 CU0433
 CU0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB497227(NAD 83)
 CU0433_MARKER: DB = BENCH MARK DISK
 CU0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0433_SP_SET: BRIDGE
 CU0433_STAMPING: S 1179 1961
 CU0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0433
 CU0433  HISTORY     - Date     Condition        Report By
 CU0433  HISTORY     - 1961     MONUMENTED       CGS
 CU0433
 CU0433                          STATION DESCRIPTION
 CU0433
 CU0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0433'5.0 MI SW FROM HOBBS.
 CU0433'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0433'HOBBS, THENCE 3.3 MILES SOUTH ALONG FARM ROAD 611, THENCE 1.5 MILES
 CU0433'WEST ALONG U. S. HIGHWAY 180, 22 FEET NORTH OF THE CENTER LINE OF THE
 CU0433'HIGHWAY, SET IN THE CENTER OF THE TOP OF A CONCRETE RETAINING WALL AT
 CU0433'THE NORTHWEST CORNER OF THE WEST END OF A CONCRETE HIGHWAY BRIDGE OVER
 CU0433'CLEAR FORK OF THE BRAZOS RIVER, 2 FEET WEST OF THE WEST EDGE OF THE
 CU0433'CONCRETE FLOOR OF THE BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0010 ***********************************************************************
 BN0010  DESIGNATION -  S 118
 BN0010  PID         -  BN0010
 BN0010  STATE/COUNTY-  TX/BURNET
 BN0010  USGS QUAD   -  LAKE VICTOR (1967)
 BN0010
 BN0010                         *CURRENT SURVEY CONTROL
 BN0010  ___________________________________________________________________
 BN0010* NAD 83(1986)-  30 54 23.     (N)    098 11 33.     (W)     SCALED    
 BN0010* NAVD 88     -       420.946  (meters)    1381.05   (feet)  ADJUSTED  
 BN0010  ___________________________________________________________________
 BN0010  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 BN0010  DYNAMIC HT  -         420.378 (meters)    1379.19  (feet)  COMP
 BN0010  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 BN0010
 BN0010  VERT ORDER  -  SECOND    CLASS 0
 BN0010
 BN0010.The horizontal coordinates were scaled from a topographic map and have
 BN0010.an estimated accuracy of +/- 6 seconds.
 BN0010
 BN0010.The orthometric height was determined by differential leveling
 BN0010.and adjusted by the National Geodetic Survey in June 1991..
 BN0010
 BN0010.The geoid height was determined by GEOID03.
 BN0010
 BN0010.The dynamic height is computed by dividing the NAVD 88
 BN0010.geopotential number by the normal gravity value computed on the
 BN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0010.degrees latitude (g = 980.6199 gals.).
 BN0010
 BN0010.The modeled gravity was interpolated from observed gravity values.
 BN0010
 BN0010;                    North         East    Units  Estimated Accuracy
 BN0010;SPC TX C     - 3,139,400.      904,620.      MT  (+/- 180 meters Scaled)
 BN0010
 BN0010                          SUPERSEDED SURVEY CONTROL
 BN0010
 BN0010  NGVD 29 (??/??/92)  420.844  (m)         1380.72   (f) ADJ UNCH    2 0
 BN0010
 BN0010.Superseded values are not recommended for survey control.
 BN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0010.See file dsdata.txt to determine how the superseded data were derived.
 BN0010
 BN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV771195(NAD 83)
 BN0010_MARKER: DB = BENCH MARK DISK
 BN0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0010_STAMPING: S 118 1933
 BN0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0010+STABILITY: SURFACE MOTION
 BN0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0010+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 BN0010
 BN0010  HISTORY     - Date     Condition        Report By
 BN0010  HISTORY     - 1933     MONUMENTED       CGS
 BN0010  HISTORY     - 1967     GOOD             NGS
 BN0010  HISTORY     - 20020223 GOOD             USPSQD
 BN0010  HISTORY     - 20051022 GOOD             USPSQD
 BN0010
 BN0010                          STATION DESCRIPTION
 BN0010
 BN0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BN0010'IN LAKE VICTOR.
 BN0010'AT LAKE VICTOR, CS., TEXAS. MAIN STREET INTERSECTION AT BAPTIST
 BN0010'CHURCH.  THENCE ONE BLOCK EAST AND 21 1/2 BLOCKS SOUTH.  800 FT. SOUTH
 BN0010'OF JUNCTION OF OLD R. R. GRADE AND F. N. ROAD 2340, 122 FT. EAST OF
 BN0010'CENTER LINE OF STREET AND 32 FT. WEST OF CENTER OF OLD R.R. GRADE. A
 BN0010'STANDARD TABLET STAMPED S 118 1933 AND SET IN THE TOP OF A CONCRETE
 BN0010'POST 0.2 FT. ABOVE GROUND.
 BN0010
 BN0010                          STATION RECOVERY (2002)
 BN0010
 BN0010'RECOVERY NOTE BY US POWER SQUADRON 2002 (TSC)
 BN0010'RECOVERED IN GOOD CONDITION.
 BN0010
 BN0010                          STATION RECOVERY (2005)
 BN0010
 BN0010'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BN0010'NEW DESCRIPTION FOLLOWS.  IN THE TOWN OF LAKE VICTOR FROM THE
 BN0010'INTERSECTION OF FM2340 AND RAILROAD AVENUE GO 2 1/2 BLOCKS OR
 BN0010'APPROXIMATELY 800 FEET SOUTH ON RAILROAD AVENUE.  ALTERNATIVELY GO 190
 BN0010'FEET NORTH ON RAILROAD AVENUE FROM ALLEN STREET.
 BN0010'THE MARK IS 122 FEET EAST OF THE CENTERLINE OF RAILROAD AVENUE AT THIS
 BN0010'POINT. THE ABANDONED RAILROAD GRADE FROM THE PREVIOUS DESCRIPTION IS
 BN0010'NO LONGER DISCERNABLE.  A CONSUMER GRADE GPS POSITION OF THE MARK IS
 BN0010'N30 54 23.2 AND W098 11 34.5 DEGREES.  A STANDARD DISK STAMPED S 118
 BN0010'1933 AND SET IN THE TOP OF A CONCRETE POST 0.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0339 ***********************************************************************
 CU0339  DESIGNATION -  S 1180
 CU0339  PID         -  CU0339
 CU0339  STATE/COUNTY-  TX/MITCHELL
 CU0339  USGS QUAD   -  CEDAR BEND (1979)
 CU0339
 CU0339                         *CURRENT SURVEY CONTROL
 CU0339  ___________________________________________________________________
 CU0339* NAD 83(1986)-  32 28 46.     (N)    100 59 09.     (W)     SCALED    
 CU0339* NAVD 88     -       671.870  (meters)    2204.29   (feet)  ADJUSTED  
 CU0339  ___________________________________________________________________
 CU0339  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CU0339  DYNAMIC HT  -         670.973 (meters)    2201.35  (feet)  COMP
 CU0339  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 CU0339
 CU0339  VERT ORDER  -  SECOND    CLASS 0
 CU0339
 CU0339.The horizontal coordinates were scaled from a topographic map and have
 CU0339.an estimated accuracy of +/- 6 seconds.
 CU0339
 CU0339.The orthometric height was determined by differential leveling
 CU0339.and adjusted by the National Geodetic Survey in June 1991..
 CU0339
 CU0339.The geoid height was determined by GEOID03.
 CU0339
 CU0339.The dynamic height is computed by dividing the NAVD 88
 CU0339.geopotential number by the normal gravity value computed on the
 CU0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0339.degrees latitude (g = 980.6199 gals.).
 CU0339
 CU0339.The modeled gravity was interpolated from observed gravity values.
 CU0339
 CU0339;                    North         East    Units  Estimated Accuracy
 CU0339;SPC TXNC     - 2,092,890.      366,380.      MT  (+/- 180 meters Scaled)
 CU0339
 CU0339                          SUPERSEDED SURVEY CONTROL
 CU0339
 CU0339  NGVD 29 (??/??/92)  671.622  (m)         2203.48   (f) ADJ UNCH    2 0
 CU0339
 CU0339.Superseded values are not recommended for survey control.
 CU0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0339.See file dsdata.txt to determine how the superseded data were derived.
 CU0339
 CU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA133953(NAD 83)
 CU0339_MARKER: DB = BENCH MARK DISK
 CU0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0339_STAMPING: S 1180 1961
 CU0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0339+STABILITY: SURFACE MOTION
 CU0339
 CU0339  HISTORY     - Date     Condition        Report By
 CU0339  HISTORY     - 1961     MONUMENTED       CGS
 CU0339
 CU0339                          STATION DESCRIPTION
 CU0339
 CU0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0339'12.85 MI SE FROM IRA.
 CU0339'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0339'CHURCH AT IRA, THENCE 5.9 MILES SOUTHEAST ALONG FARM ROAD 1229, THENCE
 CU0339'1.2 MILES EAST ALONG FARM ROAD 1808, 0.25 MILE EAST OF THE JUNCTION OF
 CU0339'THE FARM ROAD AND A DIRT ROAD LEADING SOUTH, AT A TRIPLE-WIRE POWER
 CU0339'LINE BORNE BY A DOUBLE ROW OF POWER POLES CROSSING THE HIGHWAY IN A
 CU0339'NORTHEAST-SOUTHWEST DIRECTION, IN LINE WITH THE MIDDLE WIRE OF THE
 CU0339'POWER LINE, 49 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET
 CU0339'WEST OF THE CENTER OF A GATE, 29 FEET EAST OF THE MOST NORTHWESTERLY
 CU0339'OF TWO POWER POLES, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET SOUTHEAST OF
 CU0339'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CU0339'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0030 ***********************************************************************
 BM0030  DESIGNATION -  S 1181
 BM0030  PID         -  BM0030
 BM0030  STATE/COUNTY-  TX/BRAZOS
 BM0030  USGS QUAD   -  WELLBORN (1980)
 BM0030
 BM0030                         *CURRENT SURVEY CONTROL
 BM0030  ___________________________________________________________________
 BM0030* NAD 83(1986)-  30 36 11.     (N)    096 21 11.     (W)     SCALED    
 BM0030* NAVD 88     -        97.10   (+/-2cm)     318.6    (feet)  VERTCON   
 BM0030  ___________________________________________________________________
 BM0030  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BM0030
 BM0030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0030
 BM0030.The horizontal coordinates were scaled from a topographic map and have
 BM0030.an estimated accuracy of +/- 6 seconds.
 BM0030
 BM0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0030.The vertical order pertains to the NGVD 29 superseded value.
 BM0030
 BM0030.The geoid height was determined by GEOID03.
 BM0030
 BM0030;                    North         East    Units  Estimated Accuracy
 BM0030;SPC TX C     - 3,110,630.    1,081,580.      MT  (+/- 180 meters Scaled)
 BM0030
 BM0030                          SUPERSEDED SURVEY CONTROL
 BM0030
 BM0030  NGVD 29 (??/??/92)   97.067  (m)          318.46   (f) ADJ UNCH    2 0
 BM0030
 BM0030.Superseded values are not recommended for survey control.
 BM0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0030.See file dsdata.txt to determine how the superseded data were derived.
 BM0030
 BM0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU537885(NAD 83)
 BM0030_MARKER: DB = BENCH MARK DISK
 BM0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0030_SP_SET: SEWER DUCT
 BM0030_STAMPING: S 1181 1963
 BM0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0030
 BM0030  HISTORY     - Date     Condition        Report By
 BM0030  HISTORY     - 1963     MONUMENTED       CGS
 BM0030  HISTORY     - 1975     GOOD             NGS
 BM0030  HISTORY     - 1979     GOOD             NGS
 BM0030  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0030
 BM0030                          STATION DESCRIPTION
 BM0030
 BM0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BM0030'1.0 MI W FROM COLLEGE STATION.
 BM0030'FROM THE POST OFFICE IN COLLEGE STATION, GO SOUTHWEST ALONG FARM ROAD
 BM0030'60 FOR 1 MILE TO TEXAS A AND M COLLEGE POULTRY CENTER AT T ROAD
 BM0030'INTERSECTION.  TURN LEFT AND GO .35 MILES TO T ROAD INTERSECTION. TURN
 BM0030'RIGHT AND GO .05 MILE.  274 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BM0030'ROAD.  A STANDARD DISK STAMPED S 1181 1963 AND SET IN THE TOP OF AND
 BM0030'NE CORNER OF A CONCRETE SEWER DUCT, PROJECTING 30 INCHES ABOVE THE
 BM0030'GROUND.
 BM0030
 BM0030                          STATION RECOVERY (1975)
 BM0030
 BM0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BM0030'RECOVERED IN GOOD CONDITION.
 BM0030
 BM0030                          STATION RECOVERY (1979)
 BM0030
 BM0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BM0030'RECOVERED IN GOOD CONDITION.
 BM0030
 BM0030                          STATION RECOVERY (1994)
 BM0030
 BM0030'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0937 ***********************************************************************
 AW0937  DESIGNATION -  S 1183 RESET
 AW0937  PID         -  AW0937
 AW0937  STATE/COUNTY-  TX/HARRIS
 AW0937  USGS QUAD   -  HIGHLANDS (1995)
 AW0937
 AW0937                         *CURRENT SURVEY CONTROL
 AW0937  ___________________________________________________________________
 AW0937* NAD 83(1986)-  29 47 26.     (N)    095 03 26.     (W)     SCALED    
 AW0937* NAVD 88     -        10.209  (meters)      33.49   (feet)  ADJUSTED  
 AW0937  ___________________________________________________________________
 AW0937  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0937  DYNAMIC HT  -          10.195 (meters)      33.45  (feet)  COMP
 AW0937  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 AW0937
 AW0937  VERT ORDER  -  FIRST     CLASS II
 AW0937
 AW0937.The horizontal coordinates were scaled from a topographic map and have
 AW0937.an estimated accuracy of +/- 6 seconds.
 AW0937
 AW0937.The orthometric height was determined by differential leveling
 AW0937.and adjusted by the National Geodetic Survey in June 1991..
 AW0937
 AW0937.The geoid height was determined by GEOID03.
 AW0937
 AW0937.The dynamic height is computed by dividing the NAVD 88
 AW0937.geopotential number by the normal gravity value computed on the
 AW0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0937.degrees latitude (g = 980.6199 gals.).
 AW0937
 AW0937.The modeled gravity was interpolated from observed gravity values.
 AW0937
 AW0937;                    North         East    Units  Estimated Accuracy
 AW0937;SPC TXSC     - 4,223,340.      981,110.      MT  (+/- 180 meters Scaled)
 AW0937
 AW0937                          SUPERSEDED SURVEY CONTROL
 AW0937
 AW0937  NGVD 29 (12/23/87)   10.207  (m)           33.49   (f) ADJUSTED    1 2
 AW0937
 AW0937.Superseded values are not recommended for survey control.
 AW0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0937.See file dsdata.txt to determine how the superseded data were derived.
 AW0937
 AW0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN011973(NAD 83)
 AW0937_MARKER: DB = BENCH MARK DISK
 AW0937_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0937_SP_SET: SIGN FOUNDATION
 AW0937_STAMPING: S 1183 RESET 1968
 AW0937_MARK LOGO: CGS   
 AW0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0937+STABILITY: SURFACE MOTION
 AW0937
 AW0937  HISTORY     - Date     Condition        Report By
 AW0937  HISTORY     - 1968     MONUMENTED       CGS
 AW0937  HISTORY     - 1973     GOOD             NGS
 AW0937  HISTORY     - 1978     GOOD             NGS
 AW0937  HISTORY     - 1983     GOOD             NGS
 AW0937  HISTORY     - 1986     GOOD             NGS
 AW0937  HISTORY     - 1987     GOOD             USPSQD
 AW0937  HISTORY     - 1987     GOOD             USPSQD
 AW0937  HISTORY     - 1987     GOOD             USPSQD
 AW0937  HISTORY     - 1988     GOOD             USPSQD
 AW0937  HISTORY     - 19940911 GOOD             USPSQD
 AW0937
 AW0937                          STATION DESCRIPTION
 AW0937
 AW0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0937'1.25 MI S FROM HIGHLANDS.
 AW0937'ABOUT 1.25 MILES SOUTH ALONG CROSBY-LYNCHBURG RD. FROM THE POST OFFICE
 AW0937'AT HIGHLANDS, 95 FEET EAST OF THE CENTER LINE OF FARM RD. 1200, 13
 AW0937'FEET NORTH OF THE NORTH BRICK WALL OF A GULF SERVICE STATION, 219 FEET
 AW0937'NORTH OF DECKER DR., SET IN THE TOP OF THE WEST SIDE OF THE CONCRETE
 AW0937'FOUNDATION, THE MOST NORTHERLY ONE OF TWO, 30-INCH PIPE POLES
 AW0937'SUPPORTING A GULF SERVICE STATION SIGN, 1-INCH ABOVE A CONCRETE FLOOR
 AW0937'OF A BRICK ENCLOSED AROUND POLES, 0.6 FOOT WEST OF A PIPE POLE, AND
 AW0937'ABOUT 5 FEET BELOW THE LEVEL OF THE FARM ROAD.
 AW0937
 AW0937                          STATION RECOVERY (1978)
 AW0937
 AW0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0937'RECOVERED IN GOOD CONDITION.
 AW0937
 AW0937                          STATION RECOVERY (1983)
 AW0937
 AW0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0937'RECOVERED IN GOOD CONDITION.
 AW0937
 AW0937                          STATION RECOVERY (1986)
 AW0937
 AW0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0937'RECOVERED IN GOOD CONDITION.
 AW0937
 AW0937                          STATION RECOVERY (1987)
 AW0937
 AW0937'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0937'RECOVERED IN GOOD CONDITION.
 AW0937
 AW0937                          STATION RECOVERY (1987)
 AW0937
 AW0937'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0937'RECOVERED IN GOOD CONDITION.
 AW0937
 AW0937                          STATION RECOVERY (1987)
 AW0937
 AW0937'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0937'RECOVERED IN GOOD CONDITION.
 AW0937
 AW0937                          STATION RECOVERY (1988)
 AW0937
 AW0937'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0937'RECOVERED IN GOOD CONDITION.
 AW0937
 AW0937                          STATION RECOVERY (1994)
 AW0937
 AW0937'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2305 ***********************************************************************
 AW2305  DESIGNATION -  S 1184
 AW2305  PID         -  AW2305
 AW2305  STATE/COUNTY-  TX/HARRIS
 AW2305  USGS QUAD   -  BELLAIRE (1995)
 AW2305
 AW2305                         *CURRENT SURVEY CONTROL
 AW2305  ___________________________________________________________________
 AW2305* NAD 83(1986)-  29 40 14.     (N)    095 23 49.     (W)     SCALED    
 AW2305* NAVD 88     -        14.56   (+/-2cm)      47.8    (feet)  VERTCON   
 AW2305  ___________________________________________________________________
 AW2305  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2305
 AW2305  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2305
 AW2305.The horizontal coordinates were scaled from a topographic map and have
 AW2305.an estimated accuracy of +/- 6 seconds.
 AW2305
 AW2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2305.The vertical order pertains to the NGVD 29 superseded value.
 AW2305
 AW2305.The geoid height was determined by GEOID03.
 AW2305
 AW2305;                    North         East    Units  Estimated Accuracy
 AW2305;SPC TXSC     - 4,208,990.      948,690.      MT  (+/- 180 meters Scaled)
 AW2305
 AW2305                          SUPERSEDED SURVEY CONTROL
 AW2305
 AW2305  NGVD 29 (??/??/92)   14.560  (m)           47.77   (f) ADJ UNCH    1 2
 AW2305
 AW2305.Superseded values are not recommended for survey control.
 AW2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2305.See file dsdata.txt to determine how the superseded data were derived.
 AW2305
 AW2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN680846(NAD 83)
 AW2305_MARKER: DB = BENCH MARK DISK
 AW2305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2305_SP_SET: RETAINING WALL
 AW2305_STAMPING: S 1184 1964
 AW2305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2305
 AW2305  HISTORY     - Date     Condition        Report By
 AW2305  HISTORY     - 1964     MONUMENTED       CGS
 AW2305  HISTORY     - 1973     GOOD             NGS
 AW2305  HISTORY     - 1978     GOOD             NGS
 AW2305  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2305  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2305  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2305  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 AW2305
 AW2305                          STATION DESCRIPTION
 AW2305
 AW2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2305'3.6 MI SW FROM HOUSTON.
 AW2305'3.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2305'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, AT STATE HIGHWAY 288
 AW2305'OVERPASS OVER THE RAILROAD, IN THE TOP AND 3.5 FEET NORTH OF THE SOUTH
 AW2305'END OF THE EAST CONCRETE ABUTMENT OF THE OVERPASS, 20.6 FEET SOUTHEAST
 AW2305'OF THE SOUTHEAST RAIL, 1.0 FOOT WEST OF THE WEST FACE OF A CONCRETE
 AW2305'RETAINING WALL, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 AW2305
 AW2305                          STATION RECOVERY (1978)
 AW2305
 AW2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2305'RECOVERED IN GOOD CONDITION.
 AW2305
 AW2305                          STATION RECOVERY (1986)
 AW2305
 AW2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2305'NOT RECOVERED.
 AW2305
 AW2305                          STATION RECOVERY (1987)
 AW2305
 AW2305'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2305'MARK NOT FOUND.
 AW2305
 AW2305                          STATION RECOVERY (1987)
 AW2305
 AW2305'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2305'MARK NOT FOUND.
 AW2305
 AW2305                          STATION RECOVERY (1993)
 AW2305
 AW2305'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3711 ***********************************************************************
 AW3711  DESIGNATION -  S 1185
 AW3711  PID         -  AW3711
 AW3711  STATE/COUNTY-  TX/HARRIS
 AW3711  USGS QUAD   -  PARK PLACE (1995)
 AW3711
 AW3711                         *CURRENT SURVEY CONTROL
 AW3711  ___________________________________________________________________
 AW3711* NAD 83(1986)-  29 43 33.     (N)    095 15 26.     (W)     SCALED    
 AW3711* NAVD 88     -         2.65   (+/-2cm)       8.7    (feet)  VERTCON   
 AW3711  ___________________________________________________________________
 AW3711  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3711
 AW3711  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3711
 AW3711.The horizontal coordinates were scaled from a topographic map and have
 AW3711.an estimated accuracy of +/- 6 seconds.
 AW3711
 AW3711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3711.The vertical order pertains to the NGVD 29 superseded value.
 AW3711
 AW3711.The geoid height was determined by GEOID03.
 AW3711
 AW3711;                    North         East    Units  Estimated Accuracy
 AW3711;SPC TXSC     - 4,215,530.      962,010.      MT  (+/- 180 meters Scaled)
 AW3711
 AW3711                          SUPERSEDED SURVEY CONTROL
 AW3711
 AW3711  NGVD 29 (??/??/92)    2.642  (m)            8.67   (f) ADJ UNCH    1 2
 AW3711
 AW3711.Superseded values are not recommended for survey control.
 AW3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3711.See file dsdata.txt to determine how the superseded data were derived.
 AW3711
 AW3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN816905(NAD 83)
 AW3711_MARKER: DB = BENCH MARK DISK
 AW3711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3711_SP_SET: FOUNDATION
 AW3711_STAMPING: S 1185 1964
 AW3711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3711
 AW3711  HISTORY     - Date     Condition        Report By
 AW3711  HISTORY     - 1964     MONUMENTED       CGS
 AW3711  HISTORY     - 19950624 GOOD             USPSQD
 AW3711
 AW3711                          STATION DESCRIPTION
 AW3711
 AW3711'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3711'3.45 MI W FROM PASADENA.
 AW3711'ABOUT 2.3 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH END
 AW3711'OF THE WASHBURN TUNNEL AT PASADENA, THENCE 0.45 MILE WEST ACROSS THE
 AW3711'CHANNEL, THENCE 0.7 MILE NORTHWEST ALONG THE SOUTHWEST SIDE OF THE
 AW3711'CHANNEL, ON PROPERTY BELONGING TO THE EASTERN STATES PETROLEUM
 AW3711'CORPORATION, ABOUT 117 YARDS NORTHWEST OF A LARGE GAS BURNER, 84 FEET
 AW3711'NORTH OF THE NORTHWEST CORNER OF A COOLING TOWER, 72 FEET NORTH OF THE
 AW3711'CENTER LINE OF A SHELL ROAD, 21 FEET NORTHWEST OF THE NORTHWEST CORNER
 AW3711'OF THE BOTTOM OF A WOODEN STAIRWAY LEADING DOWN FROM THE ROAD, 7 FEET
 AW3711'SOUTH OF THE NORTH EDGE OF A STEEL BULKHEAD ON THE SOUTH EDGE OF THE
 AW3711'CHANNEL, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 AW3711'FOUNDATION OF A LARGE ELECTRIC PUMP FOR A 12-INCH WATER LINE, ABOUT 14
 AW3711'INCHES ABOVE THE LEVEL OF THE GROUND, AND ABOUT 20 FEET BELOW THE
 AW3711'LEVEL OF THE ROAD.
 AW3711
 AW3711                          STATION RECOVERY (1995)
 AW3711
 AW3711'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1621 ***********************************************************************
 AW1621  DESIGNATION -  S 1186
 AW1621  PID         -  AW1621
 AW1621  STATE/COUNTY-  TX/GALVESTON
 AW1621  USGS QUAD   -  TEXAS CITY (1994)
 AW1621
 AW1621                         *CURRENT SURVEY CONTROL
 AW1621  ___________________________________________________________________
 AW1621* NAD 83(1986)-  29 26 26.     (N)    094 57 55.     (W)     SCALED    
 AW1621* NAVD 88     -         2.70   (+/-2cm)       8.9    (feet)  VERTCON   
 AW1621  ___________________________________________________________________
 AW1621  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW1621
 AW1621  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1621
 AW1621.The horizontal coordinates were scaled from a topographic map and have
 AW1621.an estimated accuracy of +/- 6 seconds.
 AW1621
 AW1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1621.The vertical order pertains to the NGVD 29 superseded value.
 AW1621
 AW1621.The geoid height was determined by GEOID03.
 AW1621
 AW1621;                    North         East    Units  Estimated Accuracy
 AW1621;SPC TXSC     - 4,184,870.      991,330.      MT  (+/- 180 meters Scaled)
 AW1621
 AW1621                          SUPERSEDED SURVEY CONTROL
 AW1621
 AW1621  NGVD 29 (??/??/??)    2.701  (m)            8.86   (f) ADJUSTED    1 2
 AW1621
 AW1621.Superseded values are not recommended for survey control.
 AW1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1621.See file dsdata.txt to determine how the superseded data were derived.
 AW1621
 AW1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN093584(NAD 83)
 AW1621_MARKER: DB = BENCH MARK DISK
 AW1621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1621_SP_SET: 48 FT.
 AW1621_STAMPING: S 1186 1964
 AW1621_MARK LOGO: CGS   
 AW1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1621
 AW1621  HISTORY     - Date     Condition        Report By
 AW1621  HISTORY     - 1964     MONUMENTED       CGS
 AW1621  HISTORY     - 1973     GOOD             NGS
 AW1621  HISTORY     - 1978     GOOD             NGS
 AW1621  HISTORY     - 1983     GOOD             NGS
 AW1621  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1621  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1621
 AW1621                          STATION DESCRIPTION
 AW1621
 AW1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1621'6.85 MI NW FROM TEXAS CITY.
 AW1621'ABOUT 4.5 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW1621'CITY, THENCE 2.35 MILES NORTH ALONG STATE HWY. 146, ABOUT 51 FEET EAST
 AW1621'OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF
 AW1621'A PRIVATE TRACK ROAD LEADING EAST TO THE STOCK TANK AND SHEDS, 4 FEET
 AW1621'SOUTHEAST OF A POWER POLE, 1 1/2 FEET WEST OF A FENCE, 1.6 FEET NORTH
 AW1621'OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS A DISK
 AW1621'SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD PROJECTING 3 INCHES
 AW1621'ABOVE THE LEVEL OF THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE
 AW1621'WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 AW1621
 AW1621                          STATION RECOVERY (1978)
 AW1621
 AW1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1621'RECOVERED IN GOOD CONDITION.
 AW1621
 AW1621                          STATION RECOVERY (1983)
 AW1621
 AW1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1621'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 4 FEET SOUTHEAST OF A
 AW1621'POWER POLE, ALSO, THE POST OFFICE IS NOW THE COATS WHITNEY BUILDING.
 AW1621
 AW1621                          STATION RECOVERY (1987)
 AW1621
 AW1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1621'NOT RECOVERED, CONSIDER DESTROYED BY HIGHWAY CONSTRUCTION.
 AW1621
 AW1621                          STATION RECOVERY (1994)
 AW1621
 AW1621'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2740 ***********************************************************************
 AW2740  DESIGNATION -  S 1187
 AW2740  PID         -  AW2740
 AW2740  STATE/COUNTY-  TX/GALVESTON
 AW2740  USGS QUAD   -  VIRGINIA POINT (1994)
 AW2740
 AW2740                         *CURRENT SURVEY CONTROL
 AW2740  ___________________________________________________________________
 AW2740* NAD 83(1986)-  29 20 39.     (N)    094 56 19.     (W)     SCALED    
 AW2740* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 AW2740  ___________________________________________________________________
 AW2740  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW2740
 AW2740  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2740
 AW2740.The horizontal coordinates were scaled from a topographic map and have
 AW2740.an estimated accuracy of +/- 6 seconds.
 AW2740
 AW2740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2740.The vertical order pertains to the NGVD 29 superseded value.
 AW2740
 AW2740.The geoid height was determined by GEOID03.
 AW2740
 AW2740;                    North         East    Units  Estimated Accuracy
 AW2740;SPC TXSC     - 4,174,290.      994,290.      MT  (+/- 180 meters Scaled)
 AW2740
 AW2740                          SUPERSEDED SURVEY CONTROL
 AW2740
 AW2740  NGVD 29 (??/??/92)    1.755  (m)            5.76   (f) ADJ UNCH    1 2
 AW2740
 AW2740.Superseded values are not recommended for survey control.
 AW2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2740.See file dsdata.txt to determine how the superseded data were derived.
 AW2740
 AW2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN117476(NAD 83)
 AW2740_MARKER: DB = BENCH MARK DISK
 AW2740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2740_SP_SET: CULVERT
 AW2740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2740
 AW2740  HISTORY     - Date     Condition        Report By
 AW2740  HISTORY     - UNK      MONUMENTED       CGS
 AW2740  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2740  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW2740
 AW2740                          STATION DESCRIPTION
 AW2740
 AW2740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2740'4.05 MI SW FROM TEXAS CITY.
 AW2740'2.0 MILES SOUTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS CITY,
 AW2740'THENCE 1.75 MILES SOUTHWEST ALONG THE TEXAS CITY TERMINAL RAILROAD,
 AW2740'THENCE 0.3 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW2740'RAILROAD, ABOUT 133 YARDS SOUTHWEST OF THE TRACK, SET IN THE CENTER OF
 AW2740'THE TOP OF THE NORTHEAST CONCRETE HEAD WALL OF A CONCRETE CULVERT
 AW2740'UNDER STATE HIGHWAY 146, ABOUT 100 YARDS WEST OF THE CENTER OF THE
 AW2740'JUNCTION OF STATE HIGHWAYS 3 AND 146, 24 FEET NORTHEAST OF THE
 AW2740'NORTHEAST TRAFFIC LANE OF STATE HIGHWAY 146, AND ABOUT 1 FOOT BELOW
 AW2740'THE LEVEL OF THE HIGHWAY.  NOTE-- HIGHWAY OVERPASSES HAVE BEEN
 AW2740'CONSTRUCTED IN THIS AREA AND THE MARK IS BELIEVED DESTROYED.
 AW2740
 AW2740                          STATION RECOVERY (2005)
 AW2740
 AW2740'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0109 ***********************************************************************
 CC0109  DESIGNATION -  S 1189
 CC0109  PID         -  CC0109
 CC0109  STATE/COUNTY-  TX/MIDLAND
 CC0109  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0109
 CC0109                         *CURRENT SURVEY CONTROL
 CC0109  ___________________________________________________________________
 CC0109* NAD 83(1986)-  31 53 16.     (N)    102 02 50.     (W)     SCALED    
 CC0109* NAVD 88     -       838.942  (meters)    2752.43   (feet)  ADJUSTED  
 CC0109  ___________________________________________________________________
 CC0109  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 CC0109  DYNAMIC HT  -         837.762 (meters)    2748.56  (feet)  COMP
 CC0109  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 CC0109
 CC0109  VERT ORDER  -  SECOND    CLASS 0
 CC0109
 CC0109.The horizontal coordinates were scaled from a topographic map and have
 CC0109.an estimated accuracy of +/- 6 seconds.
 CC0109
 CC0109.The orthometric height was determined by differential leveling
 CC0109.and adjusted by the National Geodetic Survey in June 1991..
 CC0109
 CC0109.The geoid height was determined by GEOID03.
 CC0109
 CC0109.The dynamic height is computed by dividing the NAVD 88
 CC0109.geopotential number by the normal gravity value computed on the
 CC0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0109.degrees latitude (g = 980.6199 gals.).
 CC0109
 CC0109.The modeled gravity was interpolated from observed gravity values.
 CC0109
 CC0109;                    North         East    Units  Estimated Accuracy
 CC0109;SPC TX C     - 3,247,480.      537,860.      MT  (+/- 180 meters Scaled)
 CC0109
 CC0109                          SUPERSEDED SURVEY CONTROL
 CC0109
 CC0109  NGVD 29 (??/??/92)  838.585  (m)         2751.26   (f) ADJ UNCH    2 0
 CC0109
 CC0109.Superseded values are not recommended for survey control.
 CC0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0109.See file dsdata.txt to determine how the superseded data were derived.
 CC0109
 CC0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR793318(NAD 83)
 CC0109_MARKER: DB = BENCH MARK DISK
 CC0109_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0109_SP_SET: 16 FT
 CC0109_STAMPING: S 1189 1967
 CC0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0109+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 CC0109
 CC0109  HISTORY     - Date     Condition        Report By
 CC0109  HISTORY     - 1967     MONUMENTED       CGS
 CC0109  HISTORY     - 20051201 GOOD             TXDOT
 CC0109
 CC0109                          STATION DESCRIPTION
 CC0109
 CC0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0109'7.7 MI S FROM MIDLAND.
 CC0109'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0109'THE STATION AT MIDLAND, THENCE 7.55 MILES SOUTH ALONG STATE HIGHWAY
 CC0109'349, 57 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 40 1/2 FEET SOUTH
 CC0109'OF A FENCE CORNER POST, 2 FEET EAST OF A FENCE, 1.2 FEET SOUTHWEST OF
 CC0109'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF
 CC0109'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND
 CC0109'IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 CC0109
 CC0109                          STATION RECOVERY (2005)
 CC0109
 CC0109'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2005 (JCW)
 CC0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0190 ***********************************************************************
 BN0190  DESIGNATION -  S 119
 BN0190  PID         -  BN0190
 BN0190  STATE/COUNTY-  TX/LLANO
 BN0190  USGS QUAD   -  LONE GROVE (1956)
 BN0190
 BN0190                         *CURRENT SURVEY CONTROL
 BN0190  ___________________________________________________________________
 BN0190* NAD 83(1986)-  30 45 31.     (N)    098 31 55.     (W)     SCALED    
 BN0190* NAVD 88     -       298.805  (meters)     980.33   (feet)  ADJUSTED  
 BN0190  ___________________________________________________________________
 BN0190  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 BN0190  DYNAMIC HT  -         298.408 (meters)     979.03  (feet)  COMP
 BN0190  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 BN0190
 BN0190  VERT ORDER  -  SECOND    CLASS 0
 BN0190
 BN0190.The horizontal coordinates were scaled from a topographic map and have
 BN0190.an estimated accuracy of +/- 6 seconds.
 BN0190
 BN0190.The orthometric height was determined by differential leveling
 BN0190.and adjusted by the National Geodetic Survey in June 1991..
 BN0190
 BN0190.The geoid height was determined by GEOID03.
 BN0190
 BN0190.The dynamic height is computed by dividing the NAVD 88
 BN0190.geopotential number by the normal gravity value computed on the
 BN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0190.degrees latitude (g = 980.6199 gals.).
 BN0190
 BN0190.The modeled gravity was interpolated from observed gravity values.
 BN0190
 BN0190;                    North         East    Units  Estimated Accuracy
 BN0190;SPC TX C     - 3,122,440.      872,450.      MT  (+/- 180 meters Scaled)
 BN0190
 BN0190                          SUPERSEDED SURVEY CONTROL
 BN0190
 BN0190  NGVD 29 (??/??/92)  298.749  (m)          980.15   (f) ADJ UNCH    2 0
 BN0190
 BN0190.Superseded values are not recommended for survey control.
 BN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0190.See file dsdata.txt to determine how the superseded data were derived.
 BN0190
 BN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV447029(NAD 83)
 BN0190_MARKER: DB = BENCH MARK DISK
 BN0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0190_SP_SET: CULVERT
 BN0190_STAMPING: S-119 1933
 BN0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0190
 BN0190  HISTORY     - Date     Condition        Report By
 BN0190  HISTORY     - 1933     MONUMENTED       CGS
 BN0190
 BN0190                          STATION DESCRIPTION
 BN0190
 BN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0190'9.3 MI NW FROM KINGSLAND.
 BN0190'ALONG THE TEXAS AND NEW ORLEANS R.R. AND 8 POLES WEST OF M.P. 89 ON
 BN0190'THE EAST END OF THE SOUTH HEADWALL OF 36 IN. PIPE CULVERT NO. 89 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0406 ***********************************************************************
 CB0406  DESIGNATION -  S 1190
 CB0406  PID         -  CB0406
 CB0406  STATE/COUNTY-  TX/UPTON
 CB0406  USGS QUAD   -  LINDSEY RANCH (1970)
 CB0406
 CB0406                         *CURRENT SURVEY CONTROL
 CB0406  ___________________________________________________________________
 CB0406* NAD 83(1986)-  31 26 30.     (N)    101 56 16.     (W)     SCALED    
 CB0406* NAVD 88     -       835.624  (meters)    2741.54   (feet)  ADJUSTED  
 CB0406  ___________________________________________________________________
 CB0406  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CB0406  DYNAMIC HT  -         834.418 (meters)    2737.59  (feet)  COMP
 CB0406  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 CB0406
 CB0406  VERT ORDER  -  SECOND    CLASS 0
 CB0406
 CB0406.The horizontal coordinates were scaled from a topographic map and have
 CB0406.an estimated accuracy of +/- 6 seconds.
 CB0406
 CB0406.The orthometric height was determined by differential leveling
 CB0406.and adjusted by the National Geodetic Survey in June 1991..
 CB0406
 CB0406.The geoid height was determined by GEOID03.
 CB0406
 CB0406.The dynamic height is computed by dividing the NAVD 88
 CB0406.geopotential number by the normal gravity value computed on the
 CB0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0406.degrees latitude (g = 980.6199 gals.).
 CB0406
 CB0406.The modeled gravity was interpolated from observed gravity values.
 CB0406
 CB0406;                    North         East    Units  Estimated Accuracy
 CB0406;SPC TX C     - 3,197,870.      547,500.      MT  (+/- 180 meters Scaled)
 CB0406
 CB0406                          SUPERSEDED SURVEY CONTROL
 CB0406
 CB0406  NGVD 29 (??/??/92)  835.292  (m)         2740.45   (f) ADJ UNCH    2 0
 CB0406
 CB0406.Superseded values are not recommended for survey control.
 CB0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0406.See file dsdata.txt to determine how the superseded data were derived.
 CB0406
 CB0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV207822(NAD 83)
 CB0406_MARKER: DB = BENCH MARK DISK
 CB0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0406_STAMPING: S 1190 1967
 CB0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0406+STABILITY: SURFACE MOTION
 CB0406
 CB0406  HISTORY     - Date     Condition        Report By
 CB0406  HISTORY     - 1967     MONUMENTED       CGS
 CB0406
 CB0406                          STATION DESCRIPTION
 CB0406
 CB0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0406'15.1 MI N FROM RANKIN.
 CB0406'ABOUT 15.1 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0406'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, AT A CROSSING
 CB0406'OF THE HIGHWAY AND A DOUBLE SET OF POWER LINES, 57 FEET WEST OF THE
 CB0406'CENTER LINE OF THE HIGHWAY, 90 FEET SOUTH OF THE CENTER LINE OF A DIRT
 CB0406'ROAD, 52 FEET NORTH OF THE CENTER OF A METAL GATE, 48 FEET SOUTH OF A
 CB0406'FENCE CORNER POST, 43 FEET NORTHEAST OF THE MOST NORTHERLY OF 2 POWER
 CB0406'POLES, 3 FEET EAST OF A FENCE, 1.9 FEET SOUTHWEST OF A METAL WITNESS
 CB0406'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CB0406'POST WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0660 ***********************************************************************
 AX0660  DESIGNATION -  S 1192
 AX0660  PID         -  AX0660
 AX0660  STATE/COUNTY-  TX/JACKSON
 AX0660  USGS QUAD   -  GANADO (1981)
 AX0660
 AX0660                         *CURRENT SURVEY CONTROL
 AX0660  ___________________________________________________________________
 AX0660* NAD 83(1986)-  29 02 30.     (N)    096 30 53.     (W)     SCALED    
 AX0660* NAVD 88     -        19.573  (meters)      64.22   (feet)  ADJUSTED  
 AX0660  ___________________________________________________________________
 AX0660  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0660  DYNAMIC HT  -          19.545 (meters)      64.12  (feet)  COMP
 AX0660  MODELED GRAV-     979,220.5   (mgal)                       NAVD 88
 AX0660
 AX0660  VERT ORDER  -  FIRST     CLASS I
 AX0660
 AX0660.The horizontal coordinates were scaled from a topographic map and have
 AX0660.an estimated accuracy of +/- 6 seconds.
 AX0660
 AX0660.The orthometric height was determined by differential leveling
 AX0660.and adjusted by the National Geodetic Survey in June 1991..
 AX0660
 AX0660.The geoid height was determined by GEOID03.
 AX0660
 AX0660.The dynamic height is computed by dividing the NAVD 88
 AX0660.geopotential number by the normal gravity value computed on the
 AX0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0660.degrees latitude (g = 980.6199 gals.).
 AX0660
 AX0660.The modeled gravity was interpolated from observed gravity values.
 AX0660
 AX0660;                    North         East    Units  Estimated Accuracy
 AX0660;SPC TXSC     - 4,136,490.      842,020.      MT  (+/- 180 meters Scaled)
 AX0660
 AX0660                          SUPERSEDED SURVEY CONTROL
 AX0660
 AX0660  NGVD 29 (12/23/87)   19.582  (m)           64.25   (f) ADJUSTED    1 1
 AX0660
 AX0660.Superseded values are not recommended for survey control.
 AX0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0660.See file dsdata.txt to determine how the superseded data were derived.
 AX0660
 AX0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT420151(NAD 83)
 AX0660_MARKER: DB = BENCH MARK DISK
 AX0660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0660_SP_SET: COPPER-CLAD STEEL ROD
 AX0660_STAMPING: S 1192 1972
 AX0660_MARK LOGO: NGS   
 AX0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0660
 AX0660  HISTORY     - Date     Condition        Report By
 AX0660  HISTORY     - 1972     MONUMENTED       NGS
 AX0660  HISTORY     - 1987     GOOD             NGS
 AX0660  HISTORY     - 19980725 GOOD             USPSQD
 AX0660  HISTORY     - 20060815 GOOD             USPSQD
 AX0660
 AX0660                          STATION DESCRIPTION
 AX0660
 AX0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0660'IN GANADO.
 AX0660'AT GANADO, ALONG THE SOUTHERN PACIFIC RAILROAD, AT THE CROSSING OF
 AX0660'STATE HIGHWAY 172 (WEST THIRD STREET), 284 FEET SOUTHWEST OF AND
 AX0660'ACROSS THE TRACK FROM MILEPOST 57, 61 FEET NORTH OF THE CENTER OF THE
 AX0660'CROSSING OF THE TRACK AND THE HIGHWAY, 45.5 FEET NORTHWEST OF THE
 AX0660'NORTHWEST RAIL, 38 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 AX0660'HIGHWAY, 27 FEET SOUTHEAST OF THE CENTER LINE OF WEST MCFARLAND
 AX0660'STREET, 2 FEET SOUTHEAST OF A RAIL SET IN THE GROUND THAT PROJECTS 3
 AX0660'1/2 FEET ABOVE THE LEVEL OF THE GROUND, 1 FOOT NORTHEAST OF A METAL
 AX0660'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A DISK ON THE TOP OF A
 AX0660'COPPER COATED STEEL ROD THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 AX0660'GROUND AND ENCASED IN A 6 INCH STEEL PIPE THAT PROJECTS 2 INCHES ABOVE
 AX0660'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 AX0660'59 FEET.
 AX0660
 AX0660                          STATION RECOVERY (1987)
 AX0660
 AX0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0660'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN GANADO, IN
 AX0660'THE NORTH CORNER OF THE CROSSING OF STATE HIGHWAY 172 AND THE SOUTHERN
 AX0660'PACIFIC RAILROAD TRACKS, 11.7 METERS (38.5 FT) NORTHEAST OF THE
 AX0660'CENTERLINE OF THE HIGHWAY, 13.8 METERS (45.5 FT) NORTHWEST OF THE
 AX0660'NORTHWEST RAIL, 8.2 METERS (27.0 FT) SOUTHEAST OF THE CENTERLINE OF
 AX0660'WEST MCFARLAND STREET, 0.6 METER (2.0 FT) SOUTHEAST OF A RAIL SET
 AX0660'VERTICALLY IN THE GROUND AND PROJECTING 3.5 FT.
 AX0660'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX0660'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AX0660
 AX0660                          STATION RECOVERY (1998)
 AX0660
 AX0660'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0660'RECOVERED IN GOOD CONDITION.
 AX0660
 AX0660                          STATION RECOVERY (2006)
 AX0660
 AX0660'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AX0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0637 ***********************************************************************
 AX0637  DESIGNATION -  S 1193
 AX0637  PID         -  AX0637
 AX0637  STATE/COUNTY-  TX/JACKSON
 AX0637  USGS QUAD   -  CORDELE (1981)
 AX0637
 AX0637                         *CURRENT SURVEY CONTROL
 AX0637  ___________________________________________________________________
 AX0637* NAD 83(1986)-  29 08 07.     (N)    096 44 44.     (W)     SCALED    
 AX0637* NAVD 88     -        28.930  (meters)      94.91   (feet)  ADJUSTED  
 AX0637  ___________________________________________________________________
 AX0637  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0637  DYNAMIC HT  -          28.889 (meters)      94.78  (feet)  COMP
 AX0637  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 AX0637
 AX0637  VERT ORDER  -  FIRST     CLASS I
 AX0637
 AX0637.The horizontal coordinates were scaled from a topographic map and have
 AX0637.an estimated accuracy of +/- 6 seconds.
 AX0637
 AX0637.The orthometric height was determined by differential leveling
 AX0637.and adjusted by the National Geodetic Survey in June 1991..
 AX0637
 AX0637.The geoid height was determined by GEOID03.
 AX0637
 AX0637.The dynamic height is computed by dividing the NAVD 88
 AX0637.geopotential number by the normal gravity value computed on the
 AX0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0637.degrees latitude (g = 980.6199 gals.).
 AX0637
 AX0637.The modeled gravity was interpolated from observed gravity values.
 AX0637
 AX0637;                    North         East    Units  Estimated Accuracy
 AX0637;SPC TXSC     - 4,146,400.      819,340.      MT  (+/- 180 meters Scaled)
 AX0637
 AX0637                          SUPERSEDED SURVEY CONTROL
 AX0637
 AX0637  NGVD 29 (??/??/92)   28.944  (m)           94.96   (f) ADJ UNCH    1 1
 AX0637
 AX0637.Superseded values are not recommended for survey control.
 AX0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0637.See file dsdata.txt to determine how the superseded data were derived.
 AX0637
 AX0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT193250(NAD 83)
 AX0637_MARKER: DB = BENCH MARK DISK
 AX0637_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0637+WITH SETTING: INTO GROUND
 AX0637_STAMPING: S 1193 1972
 AX0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0637+STABILITY: SURFACE MOTION
 AX0637
 AX0637  HISTORY     - Date     Condition        Report By
 AX0637  HISTORY     - 1972     MONUMENTED       NGS
 AX0637
 AX0637                          STATION DESCRIPTION
 AX0637
 AX0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0637'1.45 MI NE FROM MORALES.
 AX0637'ABOUT 0.25 MILE EAST ALONG OLD MORALES ROAD FROM THE MORALES BAPTIST
 AX0637'CHURCH AT MORALES, THENCE 0.5 MILE NORTH ALONG A BLACK TOP ROAD,
 AX0637'THENCE 0.7 MILE EAST ALONG UPPER CORDELE ROAD, 0.95 MILE WEST OF THE
 AX0637'JUNCTION OF SPEAKS ROAD, 427 FEET SOUTHWEST OF THE SOUTHWEST END OF
 AX0637'THE WOODEN BRIDGE OVER THE NAVIDAD RIVER, 212 FEET WEST OF THE CENTER
 AX0637'LINE OF A FARM ROAD LEADING SOUTHEAST, 28 FEET SOUTH OF THE CENTER
 AX0637'LINE OF THE ROAD, 0.7 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE, 1
 AX0637'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON
 AX0637'THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 AX0637'METAL BASE PLATE.  THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND
 AX0637'ENCASED IN A 6-INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL
 AX0637'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0675 ***********************************************************************
 AX0675  DESIGNATION -  S 1194
 AX0675  PID         -  AX0675
 AX0675  STATE/COUNTY-  TX/JACKSON
 AX0675  USGS QUAD   -  GANADO (1981)
 AX0675
 AX0675                         *CURRENT SURVEY CONTROL
 AX0675  ___________________________________________________________________
 AX0675* NAD 83(1986)-  29 00 08.     (N)    096 35 01.     (W)     SCALED    
 AX0675* NAVD 88     -        18.187  (meters)      59.67   (feet)  ADJUSTED  
 AX0675  ___________________________________________________________________
 AX0675  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0675  DYNAMIC HT  -          18.161 (meters)      59.58  (feet)  COMP
 AX0675  MODELED GRAV-     979,217.5   (mgal)                       NAVD 88
 AX0675
 AX0675  VERT ORDER  -  FIRST     CLASS I
 AX0675
 AX0675.This mark is at Jackson Co (26R) Airport (26R)
 AX0675
 AX0675.The horizontal coordinates were scaled from a topographic map and have
 AX0675.an estimated accuracy of +/- 6 seconds.
 AX0675
 AX0675.The orthometric height was determined by differential leveling
 AX0675.and adjusted by the National Geodetic Survey in June 1991..
 AX0675
 AX0675.The geoid height was determined by GEOID03.
 AX0675
 AX0675.The dynamic height is computed by dividing the NAVD 88
 AX0675.geopotential number by the normal gravity value computed on the
 AX0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0675.degrees latitude (g = 980.6199 gals.).
 AX0675
 AX0675.The modeled gravity was interpolated from observed gravity values.
 AX0675
 AX0675;                    North         East    Units  Estimated Accuracy
 AX0675;SPC TXSC     - 4,131,980.      835,400.      MT  (+/- 180 meters Scaled)
 AX0675
 AX0675                          SUPERSEDED SURVEY CONTROL
 AX0675
 AX0675  NGVD 29 (12/23/87)   18.197  (m)           59.70   (f) ADJUSTED    1 1
 AX0675
 AX0675.Superseded values are not recommended for survey control.
 AX0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0675.See file dsdata.txt to determine how the superseded data were derived.
 AX0675
 AX0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT353106(NAD 83)
 AX0675_MARKER: DB = BENCH MARK DISK
 AX0675_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0675+WITH SETTING: INTO GROUND
 AX0675_SP_SET: METAL ROD WITH BASE PLATE
 AX0675_STAMPING: S 1194 1972
 AX0675_MARK LOGO: NGS   
 AX0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0675+STABILITY: SURFACE MOTION
 AX0675
 AX0675  HISTORY     - Date     Condition        Report By
 AX0675  HISTORY     - 1972     MONUMENTED       NGS
 AX0675  HISTORY     - 1987     GOOD             NGS
 AX0675  HISTORY     - 19980725 GOOD             USPSQD
 AX0675
 AX0675                          STATION DESCRIPTION
 AX0675
 AX0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0675'4.5 MI NE FROM EDNA.
 AX0675'ABOUT 4.05 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD AND US
 AX0675'HIGHWAY 59 FROM THE COURTHOUSE AT EDNA, THENCE 0.45 MILE SOUTHEAST
 AX0675'ALONG A PAVED ROAD TO THE JACKSON COUNTY AIRPORT, 328 FEET SOUTH OF
 AX0675'THE SOUTH CORNER OF A LARGE METAL HANGAR, 184 FEET SOUTH OF A POLE
 AX0675'SUPPORTING A BEACON LIGHT, 18 FEET NORTHWEST OF A FENCE CORNER, 6 FEET
 AX0675'SOUTHEAST OF A POWER LINE POLE WITH 3 GUY WIRES, 1 FOOT NORTHEAST OF A
 AX0675'FENCE LINE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, AND ON THE TOP
 AX0675'OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 AX0675'PLATE.  THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN
 AX0675'A 6 INCH IRON PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 AX0675'GROUND.
 AX0675
 AX0675                          STATION RECOVERY (1987)
 AX0675
 AX0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0675'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.65 KM (1.64
 AX0675'MI) NORTHEAST ALONG HIGHWAY LOOP 521 FROM THE JUNCTION OF STATE
 AX0675'HIGHWAY 111 IN EDNA, THENCE 3.8 KM (2.37 MI) NORTHEAST ALONG US
 AX0675'HIGHWAY 59, THENCE 0.7 KM (0.43 MI) SOUTHEAST ALONG A PAVED ROAD TO
 AX0675'THE JACKSON COUNTY AIRPORT, 99.9 METERS (328 FT) SOUTH OF THE SOUTH
 AX0675'CORNER OF A LARGE BUILDING FOR THE AIRPORT OFFICE AND A HANGAR,
 AX0675'1.8 METERS (6.0 FT) SOUTHEAST OF A POWER POLE WITH 3 GUY WIRES,
 AX0675'5.5 METERS (18.0 FT) NORTHWEST OF A FENCE CORNER, 0.3 METER (1.0 FT)
 AX0675'NORTHEAST OF A FENCE.
 AX0675'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AX0675'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 AX0675
 AX0675                          STATION RECOVERY (1998)
 AX0675
 AX0675'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0647 ***********************************************************************
 AN0647  DESIGNATION -  S 1195
 AN0647  PID         -  AN0647
 AN0647  STATE/COUNTY-  TX/JACKSON
 AN0647  USGS QUAD   -  LA SALLE (1995)
 AN0647
 AN0647                         *CURRENT SURVEY CONTROL
 AN0647  ___________________________________________________________________
 AN0647* NAD 83(1986)-  28 52 19.     (N)    096 39 07.     (W)     SCALED    
 AN0647* NAVD 88     -        13.96   (+/-2cm)      45.8    (feet)  VERTCON   
 AN0647  ___________________________________________________________________
 AN0647  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0647
 AN0647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0647
 AN0647.The horizontal coordinates were scaled from a topographic map and have
 AN0647.an estimated accuracy of +/- 6 seconds.
 AN0647
 AN0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0647.The vertical order pertains to the NGVD 29 superseded value.
 AN0647
 AN0647.The geoid height was determined by GEOID03.
 AN0647
 AN0647;                    North         East    Units  Estimated Accuracy
 AN0647;SPC TXSC     - 4,117,410.      829,030.      MT  (+/- 180 meters Scaled)
 AN0647
 AN0647                          SUPERSEDED SURVEY CONTROL
 AN0647
 AN0647  NGVD 29 (??/??/92)   14.034  (m)           46.04   (f) ADJ UNCH    2 0
 AN0647
 AN0647.Superseded values are not recommended for survey control.
 AN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0647.See file dsdata.txt to determine how the superseded data were derived.
 AN0647
 AN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS290960(NAD 83)
 AN0647_MARKER: DB = BENCH MARK DISK
 AN0647_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0647_SP_SET: 27 FEET
 AN0647_STAMPING: S 1195 1972
 AN0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0647
 AN0647  HISTORY     - Date     Condition        Report By
 AN0647  HISTORY     - 1972     MONUMENTED       NGS
 AN0647
 AN0647                          STATION DESCRIPTION
 AN0647
 AN0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0647'4.0 MI NW FROM VANDERBILT.
 AN0647'ABOUT 4.0 MILES NORTHWEST ALONG STATE FARM TO MARKET ROAD NO. 234 FROM
 AN0647'THE MISSOURI PACIFIC RAILROAD STATION AT VANDERBILT, 168 FEET
 AN0647'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE FARM ROAD AND
 AN0647'BENNETT PARK ROAD, 97 FEET SOUTHWEST OF A CONCRETE CORNER POST, 123
 AN0647'FEET SOUTHWEST OF AND ACROSS THE ASPHALT ROAD FROM A POWER LINE POLE,
 AN0647'19 FEET SOUTHEAST OF THE CENTER LINE OF BENNETTPARK ROAD, 1.3 FEET
 AN0647'NORTHWEST OF A FENCE LINE, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST,
 AN0647'1/2 FOOT BELOW THE LEVEL OF THE ASPHALT ROAD, AND IS A DISK ON THE TOP
 AN0647'OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE
 AN0647'GROUND AND ENCASED IN A 6 INCH IRON PIPE THAT IS FLUSH WITH THE LEVEL
 AN0647'OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 27 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0483 ***********************************************************************
 AN0483  DESIGNATION -  S 1196
 AN0483  PID         -  AN0483
 AN0483  STATE/COUNTY-  TX/VICTORIA
 AN0483  USGS QUAD   -  PLACEDO (1995)
 AN0483
 AN0483                         *CURRENT SURVEY CONTROL
 AN0483  ___________________________________________________________________
 AN0483* NAD 83(1986)-  28 41 39.     (N)    096 49 24.     (W)     SCALED    
 AN0483* NAVD 88     -        15.436  (meters)      50.64   (feet)  ADJUSTED  
 AN0483  ___________________________________________________________________
 AN0483  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0483  DYNAMIC HT  -          15.414 (meters)      50.57  (feet)  COMP
 AN0483  MODELED GRAV-     979,192.3   (mgal)                       NAVD 88
 AN0483
 AN0483  VERT ORDER  -  FIRST     CLASS I
 AN0483
 AN0483.The horizontal coordinates were scaled from a topographic map and have
 AN0483.an estimated accuracy of +/- 6 seconds.
 AN0483
 AN0483.The orthometric height was determined by differential leveling
 AN0483.and adjusted by the National Geodetic Survey in June 1991..
 AN0483
 AN0483.The geoid height was determined by GEOID03.
 AN0483
 AN0483.The dynamic height is computed by dividing the NAVD 88
 AN0483.geopotential number by the normal gravity value computed on the
 AN0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0483.degrees latitude (g = 980.6199 gals.).
 AN0483
 AN0483.The modeled gravity was interpolated from observed gravity values.
 AN0483
 AN0483;                    North         East    Units  Estimated Accuracy
 AN0483;SPC TXSC     - 4,097,380.      812,690.      MT  (+/- 180 meters Scaled)
 AN0483
 AN0483                          SUPERSEDED SURVEY CONTROL
 AN0483
 AN0483  NGVD 29 (??/??/92)   15.560  (m)           51.05   (f) ADJ UNCH    1 1
 AN0483
 AN0483.Superseded values are not recommended for survey control.
 AN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0483.See file dsdata.txt to determine how the superseded data were derived.
 AN0483
 AN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS126760(NAD 83)
 AN0483_MARKER: DB = BENCH MARK DISK
 AN0483_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0483+WITH SETTING: INTO GROUND
 AN0483_STAMPING: S 1196 1972
 AN0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0483+STABILITY: SURFACE MOTION
 AN0483
 AN0483  HISTORY     - Date     Condition        Report By
 AN0483  HISTORY     - 1972     MONUMENTED       NGS
 AN0483  HISTORY     - 1973     GOOD             NGS
 AN0483  HISTORY     - 1978     GOOD             NGS
 AN0483  HISTORY     - 1990     GOOD             USPSQD
 AN0483  HISTORY     - 19990928 GOOD             JCLS
 AN0483
 AN0483                          STATION DESCRIPTION
 AN0483
 AN0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0483'0.5 MI NE FROM PLACEDO.
 AN0483'ABOUT 0.5 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0483'CROSSING OF U.S. HIGHWAY 87 AT PLACEDO, 199 FEET SOUTHEAST AND ACROSS
 AN0483'FARM-TO-MARKET ROAD 616 FROM THE SOUTHEAST RAIL OF THE MAIN TRACK, 63
 AN0483'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 289 FEET SOUTHWEST OF
 AN0483'THE WEST CORNER OF THE CHESTER HANZELKA BRICK HOUSE, AT AN OFFSET IN A
 AN0483'FENCE, 5.5 FEET SOUTHEAST OF A CORNER FENCE POST, 2.1 FEET NORTH OF A
 AN0483'CORNER FENCE POST, 2 FEET NORTHWEST OF THE FENCE 310.0 FEET WEST OF
 AN0483'BENCH MARK R 1196, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1
 AN0483'FOOT BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 6-FOOT SECTION
 AN0483'OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK
 AN0483'IS 1 INCH BELOW THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH
 AN0483'METAL PIPE WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 AN0483
 AN0483                          STATION RECOVERY (1973)
 AN0483
 AN0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0483'RECOVERED IN GOOD CONDITION.
 AN0483
 AN0483                          STATION RECOVERY (1978)
 AN0483
 AN0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0483'RECOVERED IN GOOD CONDITION.
 AN0483
 AN0483                          STATION RECOVERY (1990)
 AN0483
 AN0483'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0483'RECOVERED IN GOOD CONDITION.
 AN0483
 AN0483                          STATION RECOVERY (1999)
 AN0483
 AN0483'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 AN0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0799 ***********************************************************************
 AN0799  DESIGNATION -  S 1197 RESET 1972
 AN0799  PID         -  AN0799
 AN0799  STATE/COUNTY-  TX/JACKSON
 AN0799  USGS QUAD   -  MANSON (1995)
 AN0799
 AN0799                         *CURRENT SURVEY CONTROL
 AN0799  ___________________________________________________________________
 AN0799* NAD 83(1986)-  28 57 13.     (N)    096 32 25.     (W)     SCALED    
 AN0799* NAVD 88     -        16.25   (+/-2cm)      53.3    (feet)  VERTCON   
 AN0799  ___________________________________________________________________
 AN0799  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0799
 AN0799  VERT ORDER  -  THIRD (See Below)
 AN0799
 AN0799.The horizontal coordinates were scaled from a topographic map and have
 AN0799.an estimated accuracy of +/- 6 seconds.
 AN0799
 AN0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0799.The vertical order pertains to the NGVD 29 superseded value.
 AN0799
 AN0799.The geoid height was determined by GEOID03.
 AN0799
 AN0799;                    North         East    Units  Estimated Accuracy
 AN0799;SPC TXSC     - 4,126,680.      839,730.      MT  (+/- 180 meters Scaled)
 AN0799
 AN0799                          SUPERSEDED SURVEY CONTROL
 AN0799
 AN0799  NGVD 29 (??/??/??)   16.26   (m)           53.3    (f) RESET       3  
 AN0799
 AN0799.Superseded values are not recommended for survey control.
 AN0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0799.See file dsdata.txt to determine how the superseded data were derived.
 AN0799
 AN0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT397053(NAD 83)
 AN0799_MARKER: DB = BENCH MARK DISK
 AN0799_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0799+WITH SETTING: INTO GROUND
 AN0799_STAMPING: S 1197 RESET 1972
 AN0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0799+STABILITY: SURFACE MOTION
 AN0799
 AN0799  HISTORY     - Date     Condition        Report By
 AN0799  HISTORY     - 1972     MONUMENTED       NGS
 AN0799
 AN0799                          STATION DESCRIPTION
 AN0799
 AN0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0799'7.0 MI SE FROM EDNA.
 AN0799'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE AT
 AN0799'EDNA, 0.45 MILE WEST OF A BRIDGE OVER NAVIDAD RIVER, ABOUT 151 FEET
 AN0799'SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, (NEW HIGHWAY UNDER
 AN0799'CONSTRUCTION AT THIS TIME), 361 FEET WEST OF THE CENTER OF A METAL
 AN0799'GATE, AT A POWER LINE CROSSING, 2.0 FEET WEST OF A POWER POLE WITH
 AN0799'TRANSFORMER, 2.1 FEET NORTH OF A FENCE LINE, 1.8 FEET EAST OF A
 AN0799'WITNESS POST, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD
 AN0799'THAT IS ATTACHED TO A METAL BASE PLATE, THE DISK IS PROJECTING 0.4
 AN0799'FOOT ABOVE THE GROUND AND PROTECTED BY A PIPE, AND ABOUT LEVEL WITH
 AN0799'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0959 ***********************************************************************
 AX0959  DESIGNATION -  S 1198
 AX0959  PID         -  AX0959
 AX0959  STATE/COUNTY-  TX/LAVACA
 AX0959  USGS QUAD   -  MORAVIA (1981)
 AX0959
 AX0959                         *CURRENT SURVEY CONTROL
 AX0959  ___________________________________________________________________
 AX0959* NAD 83(1986)-  29 33 22.     (N)    096 54 53.     (W)     SCALED    
 AX0959* NAVD 88     -       102.524  (meters)     336.36   (feet)  ADJUSTED  
 AX0959  ___________________________________________________________________
 AX0959  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0959  DYNAMIC HT  -         102.381 (meters)     335.89  (feet)  COMP
 AX0959  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 AX0959
 AX0959  VERT ORDER  -  FIRST     CLASS I
 AX0959
 AX0959.The horizontal coordinates were scaled from a topographic map and have
 AX0959.an estimated accuracy of +/- 6 seconds.
 AX0959
 AX0959.The orthometric height was determined by differential leveling
 AX0959.and adjusted by the National Geodetic Survey in June 1991..
 AX0959
 AX0959.The geoid height was determined by GEOID03.
 AX0959
 AX0959.The dynamic height is computed by dividing the NAVD 88
 AX0959.geopotential number by the normal gravity value computed on the
 AX0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0959.degrees latitude (g = 980.6199 gals.).
 AX0959
 AX0959.The modeled gravity was interpolated from observed gravity values.
 AX0959
 AX0959;                    North         East    Units  Estimated Accuracy
 AX0959;SPC TXSC     - 4,192,730.      802,050.      MT  (+/- 180 meters Scaled)
 AX0959
 AX0959                          SUPERSEDED SURVEY CONTROL
 AX0959
 AX0959  NGVD 29 (??/??/92)  102.504  (m)          336.30   (f) ADJ UNCH    1 1
 AX0959
 AX0959.Superseded values are not recommended for survey control.
 AX0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0959.See file dsdata.txt to determine how the superseded data were derived.
 AX0959
 AX0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT020714(NAD 83)
 AX0959_MARKER: DB = BENCH MARK DISK
 AX0959_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0959_SP_SET: 17 FEET
 AX0959_STAMPING: S 1198 1972
 AX0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0959
 AX0959  HISTORY     - Date     Condition        Report By
 AX0959  HISTORY     - 1972     MONUMENTED       NGS
 AX0959  HISTORY     - 1990     GOOD             USPSQD
 AX0959  HISTORY     - 19970607 GOOD             USPSQD
 AX0959
 AX0959                          STATION DESCRIPTION
 AX0959
 AX0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0959'8.3 MI N FROM HALLETTSVILLE.
 AX0959'ABOUT 8.3 MILES NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U.
 AX0959'S. HIGHWAY 90A AT HALLETTSVILLE, 0.1 MILE SOUTH OF THE JUNCTION OF
 AX0959'FARM ROAD 532 LEADING EAST, 150 1/2 FEET NORTH OF A T FENCE CORNER, 60
 AX0959'1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET SOUTH OF A
 AX0959'TELEPHONE POLE, 1.2 FEET EAST OF A FENCE LINE, 1 FOOT SOUTH OF A METAL
 AX0959'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF
 AX0959'A COPPER COATED STEEL ROD THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF
 AX0959'THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 3 INCHES
 AX0959'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 AX0959'DEPTH OF 17 FEET.  NOTE-- THIS BENCH MARK MAY BE REACHED BY GOING 8.95
 AX0959'MILES SOUTH ALONG U. S. HIGHWAY 77 FROM THE INTERSECTION OF U. S.
 AX0959'HIGHWAY 90 AT SCHULENBURG.
 AX0959
 AX0959                          STATION RECOVERY (1990)
 AX0959
 AX0959'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0959'RECOVERED IN GOOD CONDITION.
 AX0959
 AX0959                          STATION RECOVERY (1997)
 AX0959
 AX0959'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1742 ***********************************************************************
 BK1742  DESIGNATION -  S 1199
 BK1742  PID         -  BK1742
 BK1742  STATE/COUNTY-  TX/ORANGE
 BK1742  USGS QUAD   -  ECHO (1994)
 BK1742
 BK1742                         *CURRENT SURVEY CONTROL
 BK1742  ___________________________________________________________________
 BK1742* NAD 83(1986)-  30 08 01.     (N)    093 44 58.     (W)     SCALED    
 BK1742* NAVD 88     -         4.240  (meters)      13.91   (feet)  ADJUSTED  
 BK1742  ___________________________________________________________________
 BK1742  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1742  DYNAMIC HT  -           4.235 (meters)      13.89  (feet)  COMP
 BK1742  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 BK1742
 BK1742  VERT ORDER  -  FIRST     CLASS I
 BK1742
 BK1742.The horizontal coordinates were scaled from a topographic map and have
 BK1742.an estimated accuracy of +/- 6 seconds.
 BK1742
 BK1742.The orthometric height was determined by differential leveling
 BK1742.and adjusted by the National Geodetic Survey in June 1991..
 BK1742
 BK1742.The geoid height was determined by GEOID03.
 BK1742
 BK1742.The dynamic height is computed by dividing the NAVD 88
 BK1742.geopotential number by the normal gravity value computed on the
 BK1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1742.degrees latitude (g = 980.6199 gals.).
 BK1742
 BK1742.The modeled gravity was interpolated from observed gravity values.
 BK1742
 BK1742;                    North         East    Units  Estimated Accuracy
 BK1742;SPC TX C     - 3,070,530.    1,334,030.      MT  (+/- 180 meters Scaled)
 BK1742
 BK1742                          SUPERSEDED SURVEY CONTROL
 BK1742
 BK1742  NGVD 29 (??/??/??)    4.189  (m)           13.74   (f) ADJUSTED    1 1
 BK1742
 BK1742.Superseded values are not recommended for survey control.
 BK1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1742.See file dsdata.txt to determine how the superseded data were derived.
 BK1742
 BK1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP278338(NAD 83)
 BK1742_MARKER: DB = BENCH MARK DISK
 BK1742_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BK1742+WITH SETTING: INTO GROUND
 BK1742_SP_SET: METAL ROD WITH BASE PLATE
 BK1742_STAMPING: S 1199 1972
 BK1742_MARK LOGO: NGS   
 BK1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1742+STABILITY: SURFACE MOTION
 BK1742
 BK1742  HISTORY     - Date     Condition        Report By
 BK1742  HISTORY     - 1972     MONUMENTED       NGS
 BK1742  HISTORY     - 1981     GOOD             NGS
 BK1742  HISTORY     - 1986     GOOD             NGS
 BK1742  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BK1742  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1742  HISTORY     - 19880924 MARK NOT FOUND   USPSQD
 BK1742  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1742  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1742  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1742
 BK1742                          STATION DESCRIPTION
 BK1742
 BK1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1742'2.85 MI N FROM ORANGE.
 BK1742'ABOUT 2.85 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1742'STATION AT ORANGE, ALONG THE WEST EDGE OF A SMALL PINE TREE STUDDED
 BK1742'PARK, 215 FEET WEST OF AND ACROSS STATE HIGHWAY 87 FROM THE WEST RAIL
 BK1742'OF THE MAIN TRACK, 99 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 140
 BK1742'FEET NORTH OF THE NORTHWEST CORNER OF DRAKE MEMORIAL PRESBYTERIAN
 BK1742'CHURCH, 53.5 FEET EAST OF AND ACROSS A SHELL DRIVE FROM A PAN AMERICAN
 BK1742'OIL COMPANY PIPE LINE MARKER, 41 FEET SOUTHWEST OF TELEPHONE POLE 40,
 BK1742'16 FEET EAST OF THE CENTER LINE OF SHELL DRIVE LEADING TO THE CHURCH,
 BK1742'AND IS A DISK ON TOP OF A 4-FOOT SECTION OF COPPER COATED STEEL ROD
 BK1742'WHICH IS ATTACHED TO A METAL BASE PLATE PROTECTED BY A 6-INCH IRON
 BK1742'PIPE FLUSH WITH THE GROUND AND THE DISK ABOUT 1 INCH BELOW THE SURFACE
 BK1742'OF THE GROUND.
 BK1742
 BK1742                          STATION RECOVERY (1981)
 BK1742
 BK1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1742'RECOVERED IN GOOD CONDITION.
 BK1742
 BK1742                          STATION RECOVERY (1986)
 BK1742
 BK1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1742'RECOVERED IN GOOD CONDITION.
 BK1742
 BK1742                          STATION RECOVERY (1987)
 BK1742
 BK1742'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 BK1742'MARK NOT FOUND.
 BK1742
 BK1742                          STATION RECOVERY (1988)
 BK1742
 BK1742'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHH)
 BK1742'MARK NOT FOUND.
 BK1742
 BK1742                          STATION RECOVERY (1988)
 BK1742
 BK1742'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1742'MARK NOT FOUND.
 BK1742
 BK1742                          STATION RECOVERY (1996)
 BK1742
 BK1742'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1742'MARK NOT FOUND.
 BK1742
 BK1742                          STATION RECOVERY (2002)
 BK1742
 BK1742'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1742'MARK NOT FOUND.
 BK1742
 BK1742                          STATION RECOVERY (2004)
 BK1742
 BK1742'RECOVERY NOTE BY US POWER SQUADRON 2004 (MCK)
 BK1742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0410 ***********************************************************************
 CT0410  DESIGNATION -  S 12
 CT0410  PID         -  CT0410
 CT0410  STATE/COUNTY-  TX/CALLAHAN
 CT0410  USGS QUAD   -  BAIRD (1966)
 CT0410
 CT0410                         *CURRENT SURVEY CONTROL
 CT0410  ___________________________________________________________________
 CT0410* NAD 83(1986)-  32 23 40.     (N)    099 23 38.     (W)     SCALED    
 CT0410* NAVD 88     -       525.924  (meters)    1725.47   (feet)  POSTED    
 CT0410  ___________________________________________________________________
 CT0410  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CT0410  DYNAMIC HT  -         525.240 (meters)    1723.22  (feet)  COMP
 CT0410  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 CT0410
 CT0410  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0410
 CT0410.The horizontal coordinates were scaled from a topographic map and have
 CT0410.an estimated accuracy of +/- 6 seconds.
 CT0410
 CT0410.The orthometric height was determined by differential leveling
 CT0410.and adjusted by the National Geodetic Survey in 1992..
 CT0410.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0410.rate of 0.0 thru 1.0 mm/km.
 CT0410
 CT0410.The geoid height was determined by GEOID03.
 CT0410
 CT0410.The dynamic height is computed by dividing the NAVD 88
 CT0410.geopotential number by the normal gravity value computed on the
 CT0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0410.degrees latitude (g = 980.6199 gals.).
 CT0410
 CT0410.The modeled gravity was interpolated from observed gravity values.
 CT0410
 CT0410;                    North         East    Units  Estimated Accuracy
 CT0410;SPC TXNC     - 2,081,060.      515,900.      MT  (+/- 180 meters Scaled)
 CT0410
 CT0410                          SUPERSEDED SURVEY CONTROL
 CT0410
 CT0410.No superseded survey control is available for this station.
 CT0410
 CT0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA629842(NAD 83)
 CT0410_MARKER: DB = BENCH MARK DISK
 CT0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0410_SP_SET: BUILDING
 CT0410_STAMPING: 1724.839
 CT0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0410
 CT0410  HISTORY     - Date     Condition        Report By
 CT0410  HISTORY     - UNK      MONUMENTED       CGS
 CT0410  HISTORY     - 1935     GOOD             NGS
 CT0410  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0410
 CT0410                          STATION DESCRIPTION
 CT0410
 CT0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CT0410'IN BAIRD.
 CT0410'IT IS NOW LOCATED ON THE WEST SIDE OF THE SOUTH STEPS OF THE NEW
 CT0410'COURTHOUSE BUILDING, ON A LEVEL WITH THE SECOND STEP FROM THE TOP,
 CT0410'ABOUT MIDWAY BETWEEN THE FRONT OF THE STEPS AND THE BUILDING.  IT WAS
 CT0410'FOUND CORRECTLY STAMPED 1724.839.
 CT0410
 CT0410                          STATION RECOVERY (2001)
 CT0410
 CT0410'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0411 ***********************************************************************
 CT0411  DESIGNATION -  S 12 RESET 1929
 CT0411  PID         -  CT0411
 CT0411  STATE/COUNTY-  TX/CALLAHAN
 CT0411  USGS QUAD   -  BAIRD (1966)
 CT0411
 CT0411                         *CURRENT SURVEY CONTROL
 CT0411  ___________________________________________________________________
 CT0411* NAD 83(1986)-  32 23 41.     (N)    099 23 40.     (W)     SCALED    
 CT0411* NAVD 88     -       525.872  (meters)    1725.30   (feet)  ADJUSTED  
 CT0411  ___________________________________________________________________
 CT0411  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CT0411  DYNAMIC HT  -         525.187 (meters)    1723.05  (feet)  COMP
 CT0411  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 CT0411
 CT0411  VERT ORDER  -  FIRST     CLASS II
 CT0411
 CT0411.The horizontal coordinates were scaled from a topographic map and have
 CT0411.an estimated accuracy of +/- 6 seconds.
 CT0411
 CT0411.The orthometric height was determined by differential leveling
 CT0411.and adjusted by the National Geodetic Survey in June 1991..
 CT0411.WARNING-Repeat measurements at this control monument indicate possible
 CT0411.vertical movement.
 CT0411
 CT0411.The geoid height was determined by GEOID03.
 CT0411
 CT0411.The dynamic height is computed by dividing the NAVD 88
 CT0411.geopotential number by the normal gravity value computed on the
 CT0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0411.degrees latitude (g = 980.6199 gals.).
 CT0411
 CT0411.The modeled gravity was interpolated from observed gravity values.
 CT0411
 CT0411;                    North         East    Units  Estimated Accuracy
 CT0411;SPC TXNC     - 2,081,090.      515,850.      MT  (+/- 180 meters Scaled)
 CT0411
 CT0411                          SUPERSEDED SURVEY CONTROL
 CT0411
 CT0411  NGVD 29 (??/??/92)  525.685  (m)         1724.68   (f) ADJ UNCH    1 2
 CT0411
 CT0411.Superseded values are not recommended for survey control.
 CT0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0411.See file dsdata.txt to determine how the superseded data were derived.
 CT0411
 CT0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA629842(NAD 83)
 CT0411_MARKER: DB = BENCH MARK DISK
 CT0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0411_SP_SET: BALUSTRADE
 CT0411_STAMPING: 1724.839
 CT0411_MARK LOGO: CGS   
 CT0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0411
 CT0411  HISTORY     - Date     Condition        Report By
 CT0411  HISTORY     - 1929     MONUMENTED       CGS
 CT0411  HISTORY     - 1956     GOOD             NGS
 CT0411  HISTORY     - 1983     GOOD             NGS
 CT0411  HISTORY     - 20011014 GOOD             USPSQD
 CT0411
 CT0411                          STATION DESCRIPTION
 CT0411
 CT0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0411'IN BAIRD.
 CT0411'AT BAIRD, AT THE SOUTH ENTRANCE TO THE COUNTY COURTHOUSE, MIDWAY
 CT0411'BETWEEN THE FRONT OF THE STEPS AND THE BUILDING, SET VERTICALLY IN THE
 CT0411'WEST SIDE OF THE WEST BRICK BALUSTRADE, 3.3 FEET BELOW THE TOP OF THE
 CT0411'BALUSTRADE.
 CT0411
 CT0411                          STATION RECOVERY (1983)
 CT0411
 CT0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0411'RECOVERED IN GOOD CONDITION WITH THE ADDITION OF 2.8 METERS (9.2 FT)
 CT0411'WEST OF THE CENTER OF THE ENTRANCE.
 CT0411
 CT0411                          STATION RECOVERY (2001)
 CT0411
 CT0411'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0258 ***********************************************************************
 BN0258  DESIGNATION -  S 120
 BN0258  PID         -  BN0258
 BN0258  STATE/COUNTY-  TX/MASON
 BN0258  USGS QUAD   -  ART (1982)
 BN0258
 BN0258                         *CURRENT SURVEY CONTROL
 BN0258  ___________________________________________________________________
 BN0258* NAD 83(1986)-  30 44 20.     (N)    099 06 32.     (W)     SCALED    
 BN0258* NAVD 88     -       415.339  (meters)    1362.66   (feet)  ADJUSTED  
 BN0258  ___________________________________________________________________
 BN0258  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 BN0258  DYNAMIC HT  -         414.781 (meters)    1360.83  (feet)  COMP
 BN0258  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 BN0258
 BN0258  VERT ORDER  -  SECOND    CLASS 0
 BN0258
 BN0258.The horizontal coordinates were scaled from a topographic map and have
 BN0258.an estimated accuracy of +/- 6 seconds.
 BN0258
 BN0258.The orthometric height was determined by differential leveling
 BN0258.and adjusted by the National Geodetic Survey in June 1991..
 BN0258
 BN0258.The geoid height was determined by GEOID03.
 BN0258
 BN0258.The dynamic height is computed by dividing the NAVD 88
 BN0258.geopotential number by the normal gravity value computed on the
 BN0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0258.degrees latitude (g = 980.6199 gals.).
 BN0258
 BN0258.The modeled gravity was interpolated from observed gravity values.
 BN0258
 BN0258;                    North         East    Units  Estimated Accuracy
 BN0258;SPC TX C     - 3,119,510.      817,240.      MT  (+/- 180 meters Scaled)
 BN0258
 BN0258                          SUPERSEDED SURVEY CONTROL
 BN0258
 BN0258  NGVD 29 (??/??/92)  415.290  (m)         1362.50   (f) ADJ UNCH    2 0
 BN0258
 BN0258.Superseded values are not recommended for survey control.
 BN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0258.See file dsdata.txt to determine how the superseded data were derived.
 BN0258
 BN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV895006(NAD 83)
 BN0258_MARKER: DB = BENCH MARK DISK
 BN0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0258_STAMPING: S 120 1933
 BN0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0258+STABILITY: SURFACE MOTION
 BN0258
 BN0258  HISTORY     - Date     Condition        Report By
 BN0258  HISTORY     - 1933     MONUMENTED       CGS
 BN0258
 BN0258                          STATION DESCRIPTION
 BN0258
 BN0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0258'0.5 MI E FROM ART.
 BN0258'0.5 MILE EAST OF ART ALONG LLANO-MASON ROAD ON SAM HIRSHMAN PLACE. 70
 BN0258'FEET EAST OF DRIVEWAY, AND 9 FEET NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0426 ***********************************************************************
 BL0426  DESIGNATION -  S 1200
 BL0426  PID         -  BL0426
 BL0426  STATE/COUNTY-  TX/LIBERTY
 BL0426  USGS QUAD   -  DEVERS (1984)
 BL0426
 BL0426                         *CURRENT SURVEY CONTROL
 BL0426  ___________________________________________________________________
 BL0426* NAD 83(1986)-  30 01 33.     (N)    094 34 53.     (W)     SCALED    
 BL0426* NAVD 88     -        17.732  (meters)      58.18   (feet)  ADJUSTED  
 BL0426  ___________________________________________________________________
 BL0426  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0426  DYNAMIC HT  -          17.708 (meters)      58.10  (feet)  COMP
 BL0426  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 BL0426
 BL0426  VERT ORDER  -  FIRST     CLASS I
 BL0426
 BL0426.The horizontal coordinates were scaled from a topographic map and have
 BL0426.an estimated accuracy of +/- 6 seconds.
 BL0426
 BL0426.The orthometric height was determined by differential leveling
 BL0426.and adjusted by the National Geodetic Survey in June 1991..
 BL0426
 BL0426.The geoid height was determined by GEOID03.
 BL0426
 BL0426.The dynamic height is computed by dividing the NAVD 88
 BL0426.geopotential number by the normal gravity value computed on the
 BL0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0426.degrees latitude (g = 980.6199 gals.).
 BL0426
 BL0426.The modeled gravity was interpolated from observed gravity values.
 BL0426
 BL0426;                    North         East    Units  Estimated Accuracy
 BL0426;SPC TX C     - 3,054,160.    1,254,610.      MT  (+/- 180 meters Scaled)
 BL0426
 BL0426                          SUPERSEDED SURVEY CONTROL
 BL0426
 BL0426  NGVD 29 (12/23/87)   17.737  (m)           58.19   (f) ADJUSTED    1 1
 BL0426
 BL0426.Superseded values are not recommended for survey control.
 BL0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0426.See file dsdata.txt to determine how the superseded data were derived.
 BL0426
 BL0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP475227(NAD 83)
 BL0426_MARKER: DB = BENCH MARK DISK
 BL0426_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0426_SP_SET: BRIDGE WINGWALL
 BL0426_STAMPING: S 1200 1972
 BL0426_MARK LOGO: NGS   
 BL0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0426+STABILITY: SURFACE MOTION
 BL0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0426+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0426
 BL0426  HISTORY     - Date     Condition        Report By
 BL0426  HISTORY     - 1972     MONUMENTED       NGS
 BL0426  HISTORY     - 1987     GOOD             NGS
 BL0426  HISTORY     - 19880312 GOOD             USPSQD
 BL0426  HISTORY     - 19950817 GOOD             USPSQD
 BL0426  HISTORY     - 20041004 GOOD             USPSQD
 BL0426
 BL0426                          STATION DESCRIPTION
 BL0426
 BL0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0426'0.6 MI E FROM DEVERS.
 BL0426'ABOUT 0.6 MILE EAST ALONG US HIGHWAY 90 FROM THE SCHOOL THENCE ON THE
 BL0426'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING TO THE EAST AND
 BL0426'NORTHWEST, SET IN THE TOP OF THE WINGWALL AT THE SOUTHEAST CORNER OF A
 BL0426'90-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 22.5 FEET SOUTH OF THE
 BL0426'CENTER LINE OF THE HIGHWAY, 3.2 FEET WEST OF THE EAST END OF THE
 BL0426'WINGWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 BL0426
 BL0426                          STATION RECOVERY (1987)
 BL0426
 BL0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0426'RECOVERED IN GOOD CONDITION.
 BL0426
 BL0426                          STATION RECOVERY (1988)
 BL0426
 BL0426'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0426'RECOVERED IN GOOD CONDITION.
 BL0426
 BL0426                          STATION RECOVERY (1995)
 BL0426
 BL0426'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0426'RECOVERED IN GOOD CONDITION.
 BL0426
 BL0426                          STATION RECOVERY (2004)
 BL0426
 BL0426'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1575 ***********************************************************************
 AW1575  DESIGNATION -  S 1201
 AW1575  PID         -  AW1575
 AW1575  STATE/COUNTY-  TX/HARRIS
 AW1575  USGS QUAD   -  LEAGUE CITY (1995)
 AW1575
 AW1575                         *CURRENT SURVEY CONTROL
 AW1575  ___________________________________________________________________
 AW1575* NAD 83(1986)-  29 33 51.     (N)    095 01 35.     (W)     SCALED    
 AW1575* NAVD 88     -         2.798  (meters)       9.18   (feet)  ADJUSTED  
 AW1575  ___________________________________________________________________
 AW1575  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1575  DYNAMIC HT  -           2.794 (meters)       9.17  (feet)  COMP
 AW1575  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 AW1575  OBS GRAVITY -     979,276.9   (mgal)                       GRAV_OBS
 AW1575
 AW1575  VERT ORDER  -  FIRST     CLASS I
 AW1575
 AW1575.The horizontal coordinates were scaled from a topographic map and have
 AW1575.an estimated accuracy of +/- 6 seconds.
 AW1575
 AW1575.The orthometric height was determined by differential leveling
 AW1575.and adjusted by the National Geodetic Survey in June 1991..
 AW1575
 AW1575.The geoid height was determined by GEOID03.
 AW1575
 AW1575.The dynamic height is computed by dividing the NAVD 88
 AW1575.geopotential number by the normal gravity value computed on the
 AW1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1575.degrees latitude (g = 980.6199 gals.).
 AW1575
 AW1575.The modeled gravity was interpolated from observed gravity values.
 AW1575.The observed gravity was obtained from relative gravimeter ties
 AW1575.to the IGSN71 gravity network.
 AW1575
 AW1575;                    North         East    Units  Estimated Accuracy
 AW1575;SPC TXSC     - 4,198,360.      984,940.      MT  (+/- 180 meters Scaled)
 AW1575
 AW1575                          SUPERSEDED SURVEY CONTROL
 AW1575
 AW1575  NGVD 29 (12/23/87)    2.795  (m)            9.17   (f) ADJUSTED    1 1
 AW1575
 AW1575.Superseded values are not recommended for survey control.
 AW1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1575.See file dsdata.txt to determine how the superseded data were derived.
 AW1575
 AW1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036722(NAD 83)
 AW1575_MARKER: DB = BENCH MARK DISK
 AW1575_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1575_SP_SET: COPPER-CLAD STEEL ROD
 AW1575_STAMPING: S 1201 1973
 AW1575_MARK LOGO: NGS   
 AW1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1575+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW1575
 AW1575  HISTORY     - Date     Condition        Report By
 AW1575  HISTORY     - 1973     MONUMENTED       NGS
 AW1575  HISTORY     - 1976     GOOD             NGS
 AW1575  HISTORY     - 1976     GOOD             NGS
 AW1575  HISTORY     - 1978     GOOD             NGS
 AW1575  HISTORY     - 1978     GOOD             NGS
 AW1575  HISTORY     - 1983     GOOD             NGS
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             USPSQD
 AW1575  HISTORY     - 1987     GOOD             NGS
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1988     GOOD             USPSQD
 AW1575  HISTORY     - 1989     GOOD             USPSQD
 AW1575  HISTORY     - 1989     GOOD             USPSQD
 AW1575  HISTORY     - 1989     GOOD             USPSQD
 AW1575  HISTORY     - 1989     GOOD             USPSQD
 AW1575  HISTORY     - 1989     GOOD             USPSQD
 AW1575  HISTORY     - 1989     GOOD             USPSQD
 AW1575  HISTORY     - 1989     GOOD             USPSQD
 AW1575  HISTORY     - 1989     GOOD             USPSQD
 AW1575  HISTORY     - 1989     GOOD             USPSQD
 AW1575  HISTORY     - 1989     GOOD             USPSQD
 AW1575  HISTORY     - 1989     GOOD             USPSQD
 AW1575  HISTORY     - 1990     GOOD             USPSQD
 AW1575  HISTORY     - 1990     GOOD             USPSQD
 AW1575  HISTORY     - 1991     GOOD             USPSQD
 AW1575  HISTORY     - 19931122 GOOD             USPSQD
 AW1575  HISTORY     - 20010129 GOOD             USPSQD
 AW1575  HISTORY     - 20010331 GOOD             NGS
 AW1575  HISTORY     - 20020308 GOOD             USPSQD
 AW1575  HISTORY     - 20020309 GOOD             USPSQD
 AW1575  HISTORY     - 20031108 GOOD             USPSQD
 AW1575  HISTORY     - 20050114 GOOD             USPSQD
 AW1575
 AW1575                          STATION DESCRIPTION
 AW1575
 AW1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1575'IN SEABROOK.
 AW1575'AT SEABROOK, ABOUT 148 FEET NORTHWEST OF THE CENTER OF XING OF THE
 AW1575'SOUTHERN PACIFIC RAILROAD AND NASA RD. 1, 131 FEET NORTH-NORTHWEST OF
 AW1575'THE CENTER OF THE MEDIAN AND THE CENTER OF NASA RD. 1, 38 1/2 FEET
 AW1575'WEST OF THE WEST WALL OF THE FEED STORE RESTAURANT AND BAR, INSIDE OF
 AW1575'AND 4 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE MOST EASTERNLY ONE OF
 AW1575'2 STEEL POWER LINE TOWERS, ABOUT 0.5 FOOT SOUTHEAST OF A METAL WITNESS
 AW1575'POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS A DISK SET ON TOP OF A
 AW1575'5/8-INCH COPPER COATED STEEL ROD PROJECTING 4 INCHES BELOW THE
 AW1575'SURFACE, AND PROTECTED BY A 6-INCH IRON PIPE FLUSH WITH THE GROUND.
 AW1575'THE ROD WAS DRIVEN AT REFUSAL TO A DEPTH OF 54 FEET.
 AW1575
 AW1575                          STATION RECOVERY (1976)
 AW1575
 AW1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1976)
 AW1575
 AW1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1978)
 AW1575
 AW1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1978)
 AW1575
 AW1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1575'ABOUT 0.2 MILE NORTH ALONG HIGHWAY 146 FROM THE UNITED METHODIST
 AW1575'CHURCH AT SEABROOK NORTH OF NASA ROAD 1, AT THE SOUTHEAST LEG OF THE
 AW1575'EAST ONE OF TWO HIGHLINES TOWERS, 129 FEET NORTH OF NASA ROAD 1,
 AW1575'114 FEET NORTHWEST OF WEST RAIL OF TEXAS AND NEW ORLEANS RAILROAD,
 AW1575'60 FEET NORTH-NORTHWEST OF POWER POLE, AND 36 FEET WEST OF
 AW1575'WEST WALL OF THE UPPER DECK RESTURANT.
 AW1575
 AW1575                          STATION RECOVERY (1983)
 AW1575
 AW1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (LB)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1987)
 AW1575
 AW1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1575'RECOVERED IN GOOD CONDITION, THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 AW1575'THE RESTAURANT MENTIONED THEREIN NO LONGER EXIST.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1988)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1989)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1989)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1989)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1989)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1989)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1989)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1989)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1989)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1989)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1989)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1989)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1990)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1990)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1991)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAC)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (1993)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (2001)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRM)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (2001)
 AW1575
 AW1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1575'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1575
 AW1575                          STATION RECOVERY (2002)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (2002)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (2003)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1575'RECOVERED IN GOOD CONDITION.
 AW1575
 AW1575                          STATION RECOVERY (2005)
 AW1575
 AW1575'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0407 ***********************************************************************
 AW0407  DESIGNATION -  S 1202
 AW0407  PID         -  AW0407
 AW0407  STATE/COUNTY-  TX/HARRIS
 AW0407  USGS QUAD   -  HIGHLANDS (1995)
 AW0407
 AW0407                         *CURRENT SURVEY CONTROL
 AW0407  ___________________________________________________________________
 AW0407* NAD 83(1986)-  29 50 14.     (N)    095 03 28.     (W)     SCALED    
 AW0407* NAVD 88     -        11.317  (meters)      37.13   (feet)  ADJUSTED  
 AW0407  ___________________________________________________________________
 AW0407  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW0407  DYNAMIC HT  -          11.301 (meters)      37.08  (feet)  COMP
 AW0407  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 AW0407  OBS GRAVITY -     979,294.8   (mgal)                       GRAV_OBS
 AW0407
 AW0407  VERT ORDER  -  FIRST     CLASS II
 AW0407
 AW0407.The horizontal coordinates were scaled from a topographic map and have
 AW0407.an estimated accuracy of +/- 6 seconds.
 AW0407
 AW0407.The orthometric height was determined by differential leveling
 AW0407.and adjusted by the National Geodetic Survey in June 1991..
 AW0407
 AW0407.The geoid height was determined by GEOID03.
 AW0407
 AW0407.The dynamic height is computed by dividing the NAVD 88
 AW0407.geopotential number by the normal gravity value computed on the
 AW0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0407.degrees latitude (g = 980.6199 gals.).
 AW0407
 AW0407.The modeled gravity was interpolated from observed gravity values.
 AW0407.The observed gravity was obtained from relative gravimeter ties
 AW0407.to the IGSN71 gravity network.
 AW0407
 AW0407;                    North         East    Units  Estimated Accuracy
 AW0407;SPC TXSC     - 4,228,510.      980,880.      MT  (+/- 180 meters Scaled)
 AW0407
 AW0407                          SUPERSEDED SURVEY CONTROL
 AW0407
 AW0407  NGVD 29 (12/23/87)   11.315  (m)           37.12   (f) ADJUSTED    1 2
 AW0407
 AW0407.Superseded values are not recommended for survey control.
 AW0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0407.See file dsdata.txt to determine how the superseded data were derived.
 AW0407
 AW0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP011025(NAD 83)
 AW0407_MARKER: DB = BENCH MARK DISK
 AW0407_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0407_SP_SET: COPPER-CLAD STEEL ROD
 AW0407_STAMPING: S 1202 1972
 AW0407_MARK LOGO: NGS   
 AW0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0407+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0407
 AW0407  HISTORY     - Date     Condition        Report By
 AW0407  HISTORY     - 1972     MONUMENTED       NGS
 AW0407  HISTORY     - 1978     GOOD             NGS
 AW0407  HISTORY     - 1983     GOOD             NGS
 AW0407  HISTORY     - 1986     GOOD             NGS
 AW0407  HISTORY     - 1987     GOOD             USPSQD
 AW0407  HISTORY     - 19940911 GOOD             USPSQD
 AW0407  HISTORY     - 20040317 GOOD             USPSQD
 AW0407
 AW0407                          STATION DESCRIPTION
 AW0407
 AW0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0407'2 MI N FROM HIGHLANDS.
 AW0407'ABOUT 2 MILES NORTH ALONG FARM ROAD 1200 FROM THE POST OFFICE, 51 FEET
 AW0407'SOUTHEAST OF THE CENTER OF THE JUNCTION OF HIGHLAND SHORES DR., 45 1/2
 AW0407'FEET EAST OF THE CENTER LINE OF THE ROAD, 12 1/2 FEET SOUTH OF THE
 AW0407'NORTH FENCE CORNER, 1/2-FOOT WEST OF THE BARBED-WIRE FENCE, 30 FEET
 AW0407'SOUTHEAST OF AN UNDERGROUND CABLE MARKER POLE, 24 FEET SOUTH OF THE
 AW0407'EXTENDED CENTER LINE OF HIGHLAND SHORES DR., 1/2-FOOT WEST OF A METAL
 AW0407'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IS A
 AW0407'DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY
 AW0407'A 6-INCH METAL PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 AW0407'DEPTH OF 48 FEET.
 AW0407
 AW0407                          STATION RECOVERY (1978)
 AW0407
 AW0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0407'RECOVERED IN GOOD CONDITION.
 AW0407
 AW0407                          STATION RECOVERY (1983)
 AW0407
 AW0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0407'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE FARM ROAD 1200 TO
 AW0407'CROSBY-LYNCHBURG ROAD.
 AW0407
 AW0407                          STATION RECOVERY (1986)
 AW0407
 AW0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0407'RECOVERED IN GOOD CONDITION.
 AW0407
 AW0407                          STATION RECOVERY (1987)
 AW0407
 AW0407'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0407'RECOVERED IN GOOD CONDITION.
 AW0407
 AW0407                          STATION RECOVERY (1994)
 AW0407
 AW0407'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0407'RECOVERED IN GOOD CONDITION.
 AW0407
 AW0407                          STATION RECOVERY (2004)
 AW0407
 AW0407'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1261 ***********************************************************************
 BL1261  DESIGNATION -  S 1203
 BL1261  PID         -  BL1261
 BL1261  STATE/COUNTY-  TX/MONTGOMERY
 BL1261  USGS QUAD   -  CONROE (1976)
 BL1261
 BL1261                         *CURRENT SURVEY CONTROL
 BL1261  ___________________________________________________________________
 BL1261* NAD 83(1986)-  30 20 20.     (N)    095 27 28.     (W)     SCALED    
 BL1261* NAVD 88     -        69.926  (meters)     229.42   (feet)  ADJUSTED  
 BL1261  ___________________________________________________________________
 BL1261  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1261  DYNAMIC HT  -          69.833 (meters)     229.11  (feet)  COMP
 BL1261  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 BL1261
 BL1261  VERT ORDER  -  FIRST     CLASS I
 BL1261
 BL1261.The horizontal coordinates were scaled from a topographic map and have
 BL1261.an estimated accuracy of +/- 6 seconds.
 BL1261
 BL1261.The orthometric height was determined by differential leveling
 BL1261.and adjusted by the National Geodetic Survey in June 1991..
 BL1261
 BL1261.The geoid height was determined by GEOID03.
 BL1261
 BL1261.The dynamic height is computed by dividing the NAVD 88
 BL1261.geopotential number by the normal gravity value computed on the
 BL1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1261.degrees latitude (g = 980.6199 gals.).
 BL1261
 BL1261.The modeled gravity was interpolated from observed gravity values.
 BL1261
 BL1261;                    North         East    Units  Estimated Accuracy
 BL1261;SPC TX C     - 3,084,790.    1,168,640.      MT  (+/- 180 meters Scaled)
 BL1261
 BL1261                          SUPERSEDED SURVEY CONTROL
 BL1261
 BL1261  NGVD 29 (12/23/87)   69.929  (m)          229.43   (f) ADJUSTED    1 1
 BL1261
 BL1261.Superseded values are not recommended for survey control.
 BL1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1261.See file dsdata.txt to determine how the superseded data were derived.
 BL1261
 BL1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP637588(NAD 83)
 BL1261_MARKER: DB = BENCH MARK DISK
 BL1261_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1261_SP_SET: COPPER-CLAD STEEL ROD
 BL1261_STAMPING: S 1203 1973
 BL1261_MARK LOGO: NGS   
 BL1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1261
 BL1261  HISTORY     - Date     Condition        Report By
 BL1261  HISTORY     - 1973     MONUMENTED       NGS
 BL1261  HISTORY     - 1978     GOOD             NGS
 BL1261  HISTORY     - 1987     GOOD             NGS
 BL1261  HISTORY     - 1990     GOOD             USPSQD
 BL1261
 BL1261                          STATION DESCRIPTION
 BL1261
 BL1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1261'2 MI N FROM CONROE.
 BL1261'ABOUT 2 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1261'AT CONROE, AT THE LOOP 336 OVERPASS, 123.6 FEET WEST OF THE WEST RAIL,
 BL1261'40 1/2 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE TO THE WEST BOUND
 BL1261'LANES, 18.8 FEET WEST OF A FIRE PLUG, 2.9 FEET EAST OF A TELEPHONE
 BL1261'POLE, 1 1/2 FEET WEST OF A METAL WITNESS POST, 7 FEET BELOW THE LEVEL
 BL1261'OF THE RAIL, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED
 BL1261'STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE FLUSH WITH THE GROUND,
 BL1261'AND THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 BL1261
 BL1261                          STATION RECOVERY (1978)
 BL1261
 BL1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1261'RECOVERED IN GOOD CONDITION.
 BL1261
 BL1261                          STATION RECOVERY (1987)
 BL1261
 BL1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1261'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.2 KM (2.00
 BL1261'MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1261'WITH AVENUE A IN CONROE.  ADD--12.7 M (41.7 FT) WEST OF THE CENTER OF
 BL1261'THE ENTRANCE INTO THE CAMPBELL READY MIX CONROE PLANT.
 BL1261
 BL1261                          STATION RECOVERY (1990)
 BL1261
 BL1261'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1643 ***********************************************************************
 AW1643  DESIGNATION -  S 1204
 AW1643  PID         -  AW1643
 AW1643  STATE/COUNTY-  TX/GALVESTON
 AW1643  USGS QUAD   -  GALVESTON (1994)
 AW1643
 AW1643                         *CURRENT SURVEY CONTROL
 AW1643  ___________________________________________________________________
 AW1643* NAD 83(1986)-  29 21 58.     (N)    094 48 53.     (W)     SCALED    
 AW1643* NAVD 88     -         2.22   (+/-2cm)       7.3    (feet)  VERTCON   
 AW1643  ___________________________________________________________________
 AW1643  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW1643
 AW1643  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1643
 AW1643.The horizontal coordinates were scaled from a topographic map and have
 AW1643.an estimated accuracy of +/- 6 seconds.
 AW1643
 AW1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1643.The vertical order pertains to the NGVD 29 superseded value.
 AW1643
 AW1643.The geoid height was determined by GEOID03.
 AW1643
 AW1643;                    North         East    Units  Estimated Accuracy
 AW1643;SPC TXSC     - 4,177,140.    1,006,220.      MT  (+/- 180 meters Scaled)
 AW1643
 AW1643                          SUPERSEDED SURVEY CONTROL
 AW1643
 AW1643  NGVD 29 (??/??/92)    2.215  (m)            7.27   (f) ADJ UNCH    1 2
 AW1643
 AW1643.Superseded values are not recommended for survey control.
 AW1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1643.See file dsdata.txt to determine how the superseded data were derived.
 AW1643
 AW1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN238499(NAD 83)
 AW1643_MARKER: DB = BENCH MARK DISK
 AW1643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1643_SP_SET: 48 FT.
 AW1643_STAMPING: S 1204 1973
 AW1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1643+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 AW1643
 AW1643  HISTORY     - Date     Condition        Report By
 AW1643  HISTORY     - 1973     MONUMENTED       NGS
 AW1643  HISTORY     - 1978     GOOD             NGS
 AW1643  HISTORY     - 1987     GOOD             USPSQD
 AW1643  HISTORY     - 1987     GOOD             USPSQD
 AW1643  HISTORY     - 1987     GOOD             USPSQD
 AW1643  HISTORY     - 1987     GOOD             USPSQD
 AW1643  HISTORY     - 1988     GOOD             USPSQD
 AW1643  HISTORY     - 1988     GOOD             USPSQD
 AW1643  HISTORY     - 1988     GOOD             USPSQD
 AW1643  HISTORY     - 1988     GOOD             USPSQD
 AW1643  HISTORY     - 1988     GOOD             USPSQD
 AW1643  HISTORY     - 1988     GOOD             USPSQD
 AW1643  HISTORY     - 1988     GOOD             USPSQD
 AW1643  HISTORY     - 1988     GOOD             USPSQD
 AW1643  HISTORY     - 1988     GOOD             USPSQD
 AW1643  HISTORY     - 1989     GOOD             USPSQD
 AW1643  HISTORY     - 1989     GOOD             USPSQD
 AW1643  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1643  HISTORY     - 1990     GOOD             USPSQD
 AW1643  HISTORY     - 1991     GOOD             USPSQD
 AW1643  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW1643  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 AW1643  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AW1643  HISTORY     - 20041020 GOOD             USPSQD
 AW1643
 AW1643                          STATION DESCRIPTION
 AW1643
 AW1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1643'6 MI E FROM TEXAS CITY.
 AW1643'ABOUT 0.3 MILE NORTH ALONG LOOP 197 (6TH STREET N) FROM THE POST
 AW1643'OFFICE AT TEXAS CITY, THENCE 0.5 MILE EAST ALONG EIGHTH AVENUE N,
 AW1643'THENCE 5.2 MILES EAST ALONG TEXAS CITY DIKE, ABOUT 143 FEET EAST OF
 AW1643'THE SOUTHEAST CORNER OF A BRICK BUILDING DIKE POST, 62 FEET NORTH OF
 AW1643'THE CENTER LINE OF THE PAVED ROAD ON THE DIKE, 46.3 FEET EAST OF A
 AW1643'POWER POLE BEARING A LIGHT, 6 1/2 FEET WEST OF A PIPE CORNER POST IN A
 AW1643'CHAIN LINK FENCE, 0.8 FOOT SOUTH OF THE CHAIN LINK FENCE, ABOUT 1 FOOT
 AW1643'SOUTHEAST OF A METAL WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 AW1643'THE ROAD, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL
 AW1643'ROD PROJECTING 1 INCH BELOW THE SURFACE OF THE GROUND, AND PROTECTED
 AW1643'BY A 6-INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 AW1643'DEPTH OF 48 FEET.
 AW1643
 AW1643                          STATION RECOVERY (1978)
 AW1643
 AW1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1987)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1987)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1987)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1987)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLA)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1988)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1988)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1988)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1988)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1988)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1988)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1988)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1988)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1988)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1989)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1989)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1989)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1643'MARK NOT FOUND.
 AW1643
 AW1643                          STATION RECOVERY (1990)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1991)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1643'RECOVERED IN GOOD CONDITION.
 AW1643
 AW1643                          STATION RECOVERY (1999)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1643'MARK NOT FOUND.
 AW1643
 AW1643                          STATION RECOVERY (2002)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1643'MARK NOT FOUND.
 AW1643
 AW1643                          STATION RECOVERY (2003)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1643'MARK NOT FOUND.
 AW1643
 AW1643                          STATION RECOVERY (2004)
 AW1643
 AW1643'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1643'THE BRICK BUILDING IS GONE. THE FENCE IS GONE. THE WITNESS POST IS
 AW1643'GONE.
 AW1643'THE MARK IS 143 FEET EAST OF THE SOUTHEAST CORNER OF A SLAB FROM AN
 AW1643'OLD BRICK BUILDING. THE MARK IS 62 FEET NORTH OF THE CENTER OF THE
 AW1643'PAVED DYKE ROAD. A METAL DECTOR OR SONSTAT WILL FIND THE 6 INCH IRON
 AW1643'PIPEREA EASY.  THE MARK IS ABOUT 3 INCHES UNDER THE LEVEL OF THE GRASS
 AW1643'AROUND IT. I LEFT A SLAT AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1706 ***********************************************************************
 AW1706  DESIGNATION -  S 1205
 AW1706  PID         -  AW1706
 AW1706  STATE/COUNTY-  TX/HARRIS
 AW1706  USGS QUAD   -  PASADENA (1995)
 AW1706
 AW1706                         *CURRENT SURVEY CONTROL
 AW1706  ___________________________________________________________________
 AW1706* NAD 83(1986)-  29 42 35.     (N)    095 13 10.     (W)     SCALED    
 AW1706* NAVD 88     -         8.118  (meters)      26.63   (feet)  ADJUSTED  
 AW1706  ___________________________________________________________________
 AW1706  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1706  DYNAMIC HT  -           8.107 (meters)      26.60  (feet)  COMP
 AW1706  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 AW1706  OBS GRAVITY -     979,287.0   (mgal)                       GRAV_OBS
 AW1706
 AW1706  VERT ORDER  -  FIRST     CLASS I
 AW1706
 AW1706.The horizontal coordinates were scaled from a topographic map and have
 AW1706.an estimated accuracy of +/- 6 seconds.
 AW1706
 AW1706.The orthometric height was determined by differential leveling
 AW1706.and adjusted by the National Geodetic Survey in June 1991..
 AW1706
 AW1706.The geoid height was determined by GEOID03.
 AW1706
 AW1706.The dynamic height is computed by dividing the NAVD 88
 AW1706.geopotential number by the normal gravity value computed on the
 AW1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1706.degrees latitude (g = 980.6199 gals.).
 AW1706
 AW1706.The modeled gravity was interpolated from observed gravity values.
 AW1706.The observed gravity was obtained from relative gravimeter ties
 AW1706.to the IGSN71 gravity network.
 AW1706
 AW1706;                    North         East    Units  Estimated Accuracy
 AW1706;SPC TXSC     - 4,213,870.      965,720.      MT  (+/- 180 meters Scaled)
 AW1706
 AW1706                          SUPERSEDED SURVEY CONTROL
 AW1706
 AW1706  NGVD 29 (12/23/87)    8.116  (m)           26.63   (f) ADJUSTED    1 1
 AW1706
 AW1706.Superseded values are not recommended for survey control.
 AW1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1706.See file dsdata.txt to determine how the superseded data were derived.
 AW1706
 AW1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN852886(NAD 83)
 AW1706_MARKER: DB = BENCH MARK DISK
 AW1706_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1706_SP_SET: BANNISTER OF OVERPASS
 AW1706_STAMPING: S 1205 1973
 AW1706_MARK LOGO: NGS   
 AW1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1706+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1706
 AW1706  HISTORY     - Date     Condition        Report By
 AW1706  HISTORY     - 1973     MONUMENTED       NGS
 AW1706  HISTORY     - 1976     GOOD             NGS
 AW1706  HISTORY     - 1976     GOOD             NGS
 AW1706  HISTORY     - 1978     GOOD             NGS
 AW1706  HISTORY     - 1983     GOOD             NGS
 AW1706  HISTORY     - 1986     GOOD             NGS
 AW1706  HISTORY     - 1987     GOOD             USPSQD
 AW1706  HISTORY     - 1987     GOOD             USPSQD
 AW1706  HISTORY     - 1987     GOOD             USPSQD
 AW1706  HISTORY     - 1987     GOOD             USPSQD
 AW1706  HISTORY     - 1987     GOOD             USPSQD
 AW1706  HISTORY     - 1987     GOOD             USPSQD
 AW1706  HISTORY     - 1987     GOOD             USPSQD
 AW1706  HISTORY     - 1987     GOOD             USPSQD
 AW1706  HISTORY     - 1987     GOOD             USPSQD
 AW1706  HISTORY     - 1988     GOOD             USPSQD
 AW1706  HISTORY     - 1988     GOOD             USPSQD
 AW1706  HISTORY     - 1988     GOOD             USPSQD
 AW1706  HISTORY     - 1988     GOOD             USPSQD
 AW1706  HISTORY     - 1988     GOOD             USPSQD
 AW1706  HISTORY     - 1988     GOOD             USPSQD
 AW1706  HISTORY     - 1988     GOOD             USPSQD
 AW1706  HISTORY     - 1988     GOOD             USPSQD
 AW1706  HISTORY     - 1989     GOOD             USPSQD
 AW1706  HISTORY     - 1989     GOOD             USPSQD
 AW1706  HISTORY     - 1989     GOOD             USPSQD
 AW1706  HISTORY     - 1990     GOOD             USPSQD
 AW1706  HISTORY     - 1990     GOOD             USPSQD
 AW1706  HISTORY     - 19980226 GOOD             USPSQD
 AW1706  HISTORY     - 19981017 GOOD             USPSQD
 AW1706  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW1706  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1706  HISTORY     - 20030927 GOOD             USPSQD
 AW1706  HISTORY     - 20041125 GOOD             USPSQD
 AW1706  HISTORY     - 20060520 GOOD             USPSQD
 AW1706
 AW1706                          STATION DESCRIPTION
 AW1706
 AW1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1706'IN PASADENA.
 AW1706'AT PASADENA, AT THE SOUTHEAST CORNER OF SOUTH RICHEY ST. OVERPASS OVER
 AW1706'PASADENA FWY., ABOUT 35.6 FEET NORTH OF THE CENTER LINE OF THE ACCESS
 AW1706'ROAD TO THE FWY. AND STATE HIGHWAY 225 EASTBOUND, 5.8 FEET EAST OF THE
 AW1706'EAST CURB OF SOUTH RICHEY ST., SET IN THE TOP OF THE SOUTH END OF THE
 AW1706'EAST CONCRETE BANNISTER (WHICH SUPPORTS A CHAIN LINK FENCE), AND ABOUT
 AW1706'2.3 FEET ABOVE THE LEVEL OF THE CONCRETE WALKWAY.
 AW1706
 AW1706                          STATION RECOVERY (1976)
 AW1706
 AW1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1976)
 AW1706
 AW1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1978)
 AW1706
 AW1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1983)
 AW1706
 AW1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1986)
 AW1706
 AW1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1987)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1987)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1987)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1987)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1987 (MD)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1987)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1987)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1987)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1987)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1987)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1988)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1988)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1988)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1988)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1988)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1988)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1988)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1988)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1989)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1989)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1989)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1990)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1990)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1998)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1998)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (1999)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1706'MARK NOT FOUND.
 AW1706
 AW1706                          STATION RECOVERY (2001)
 AW1706
 AW1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1706'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1706
 AW1706                          STATION RECOVERY (2003)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1706'BRIDGE HAS BEEN PAINTED AND MARK WAS HARD TO FIND, BUT IT IS THERE AS
 AW1706'DESCRIBED
 AW1706' 
 AW1706
 AW1706                          STATION RECOVERY (2004)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1706'RECOVERED IN GOOD CONDITION.
 AW1706
 AW1706                          STATION RECOVERY (2006)
 AW1706
 AW1706'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1706'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0089 ***********************************************************************
 AW0089  DESIGNATION -  S 1206
 AW0089  PID         -  AW0089
 AW0089  STATE/COUNTY-  TX/BRAZORIA
 AW0089  USGS QUAD   -  LAKE JACKSON (1974)
 AW0089
 AW0089                         *CURRENT SURVEY CONTROL
 AW0089  ___________________________________________________________________
 AW0089* NAD 83(1986)-  29 03 08.     (N)    095 25 29.     (W)     SCALED    
 AW0089* NAVD 88     -         5.95   (+/-2cm)      19.5    (feet)  VERTCON   
 AW0089  ___________________________________________________________________
 AW0089  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW0089
 AW0089  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0089
 AW0089.The horizontal coordinates were scaled from a topographic map and have
 AW0089.an estimated accuracy of +/- 6 seconds.
 AW0089
 AW0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0089.The vertical order pertains to the NGVD 29 superseded value.
 AW0089
 AW0089.The geoid height was determined by GEOID03.
 AW0089
 AW0089;                    North         East    Units  Estimated Accuracy
 AW0089;SPC TXSC     - 4,140,410.      948,100.      MT  (+/- 180 meters Scaled)
 AW0089
 AW0089                          SUPERSEDED SURVEY CONTROL
 AW0089
 AW0089  NGVD 29 (??/??/92)    5.964  (m)           19.57   (f) ADJ UNCH    1 1
 AW0089
 AW0089.Superseded values are not recommended for survey control.
 AW0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0089.See file dsdata.txt to determine how the superseded data were derived.
 AW0089
 AW0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN639161(NAD 83)
 AW0089_MARKER: DB = BENCH MARK DISK
 AW0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0089_SP_SET: CONCRETE BASE
 AW0089_STAMPING: S 1206 1973
 AW0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0089
 AW0089  HISTORY     - Date     Condition        Report By
 AW0089  HISTORY     - 1973     MONUMENTED       NGS
 AW0089  HISTORY     - 1978     GOOD             NGS
 AW0089  HISTORY     - 1989     GOOD             USPSQD
 AW0089  HISTORY     - 1990     GOOD             USPSQD
 AW0089  HISTORY     - 19920613 GOOD             USPSQD
 AW0089  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW0089
 AW0089                          STATION DESCRIPTION
 AW0089
 AW0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0089'2.5 MI NW FROM CLUTE.
 AW0089'2.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW0089'CROSSING OF MAIN STREET AT CLUTE, THENCE 0.1 MILE SOUTHWEST ALONG
 AW0089'WILLOW DRIVE, AT THE CROSSING OF A STEEL TOWER POWER TRANSMISSION
 AW0089'LINE, IN THE TOP OF THE EAST CORNER OF A 10- BY 10-FOOT CONCRETE BASE
 AW0089'OF THE SOUTH STEEL LEG OF THE FIRST TOWER SOUTHEAST OF LAKE JACKSON
 AW0089'SUBSTATION, 175 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE, 1.0
 AW0089'FOOT WEST OF THE EAST CORNER OF THE CONCRETE BASE, ABOUT 2 FEET LOWER
 AW0089'THAN THE DRIVE, 2.5 FEET ABOVE THE GROUND.
 AW0089
 AW0089                          STATION RECOVERY (1978)
 AW0089
 AW0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0089'RECOVERED IN GOOD CONDITION.
 AW0089
 AW0089                          STATION RECOVERY (1989)
 AW0089
 AW0089'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0089'RECOVERED IN GOOD CONDITION.
 AW0089
 AW0089                          STATION RECOVERY (1990)
 AW0089
 AW0089'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0089'RECOVERED IN GOOD CONDITION.
 AW0089
 AW0089                          STATION RECOVERY (1992)
 AW0089
 AW0089'RECOVERY NOTE BY US POWER SQUADRON 1992 (RAC)
 AW0089'RECOVERED IN GOOD CONDITION.
 AW0089
 AW0089                          STATION RECOVERY (1998)
 AW0089
 AW0089'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1193 ***********************************************************************
 AW1193  DESIGNATION -  S 1207
 AW1193  PID         -  AW1193
 AW1193  STATE/COUNTY-  TX/BRAZORIA
 AW1193  USGS QUAD   -  SWEENY (1972)
 AW1193
 AW1193                         *CURRENT SURVEY CONTROL
 AW1193  ___________________________________________________________________
 AW1193* NAD 83(1986)-  29 02 29.     (N)    095 38 07.     (W)     SCALED    
 AW1193* NAVD 88     -         5.36   (+/-2cm)      17.6    (feet)  VERTCON   
 AW1193  ___________________________________________________________________
 AW1193  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1193
 AW1193  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1193
 AW1193.The horizontal coordinates were scaled from a topographic map and have
 AW1193.an estimated accuracy of +/- 6 seconds.
 AW1193
 AW1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1193.The vertical order pertains to the NGVD 29 superseded value.
 AW1193
 AW1193.The geoid height was determined by GEOID03.
 AW1193
 AW1193;                    North         East    Units  Estimated Accuracy
 AW1193;SPC TXSC     - 4,138,600.      927,640.      MT  (+/- 180 meters Scaled)
 AW1193
 AW1193                          SUPERSEDED SURVEY CONTROL
 AW1193
 AW1193  NGVD 29 (??/??/92)    5.377  (m)           17.64   (f) ADJ UNCH    1 1
 AW1193
 AW1193.Superseded values are not recommended for survey control.
 AW1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1193.See file dsdata.txt to determine how the superseded data were derived.
 AW1193
 AW1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN433154(NAD 83)
 AW1193_MARKER: DB = BENCH MARK DISK
 AW1193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1193_STAMPING: S 1207 1972
 AW1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1193
 AW1193  HISTORY     - Date     Condition        Report By
 AW1193  HISTORY     - 1972     MONUMENTED       NGS
 AW1193  HISTORY     - 1973     GOOD             NGS
 AW1193  HISTORY     - 1978     GOOD             NGS
 AW1193
 AW1193                          STATION DESCRIPTION
 AW1193
 AW1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1193'3.9 MI W FROM BRAZORIA.
 AW1193'3.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FIRE
 AW1193'STATION AT BRAZORIA, 0.5 MILE EAST OF A SHELL ROAD CROSSING, 31.0 FEET
 AW1193'NORTH OF THE NORTH RAIL, 44.0 FEET SOUTH OF A FENCE LINE, 57.0 FEET
 AW1193'SOUTHWEST OF A FENCE CORNER, 2.0 FEET EAST OF A TELEPHONE POLE, 1.3
 AW1193'FEET WEST OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW1193'COATED ROD 4 FOOT LONG THAT IS ATTACHED TO A METAL BASE PLATE, THE
 AW1193'UPPER PORTION WHICH IS PROTECTED BY A PIPE PROJECTING 0.3 FOOT ABOVE
 AW1193'THE GROUND.
 AW1193
 AW1193                          STATION RECOVERY (1978)
 AW1193
 AW1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2361 ***********************************************************************
 AW2361  DESIGNATION -  S 1208
 AW2361  PID         -  AW2361
 AW2361  STATE/COUNTY-  TX/FORT BEND
 AW2361  USGS QUAD   -  THOMPSONS (1980)
 AW2361
 AW2361                         *CURRENT SURVEY CONTROL
 AW2361  ___________________________________________________________________
 AW2361* NAD 83(1986)-  29 29 58.     (N)    095 31 52.     (W)     SCALED    
 AW2361* NAVD 88     -        17.023  (meters)      55.85   (feet)  ADJUSTED  
 AW2361  ___________________________________________________________________
 AW2361  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW2361  DYNAMIC HT  -          17.000 (meters)      55.77  (feet)  COMP
 AW2361  MODELED GRAV-     979,267.8   (mgal)                       NAVD 88
 AW2361
 AW2361  VERT ORDER  -  FIRST     CLASS II
 AW2361
 AW2361.The horizontal coordinates were scaled from a topographic map and have
 AW2361.an estimated accuracy of +/- 6 seconds.
 AW2361
 AW2361.The orthometric height was determined by differential leveling
 AW2361.and adjusted by the National Geodetic Survey in June 1991..
 AW2361
 AW2361.The geoid height was determined by GEOID03.
 AW2361
 AW2361.The dynamic height is computed by dividing the NAVD 88
 AW2361.geopotential number by the normal gravity value computed on the
 AW2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2361.degrees latitude (g = 980.6199 gals.).
 AW2361
 AW2361.The modeled gravity was interpolated from observed gravity values.
 AW2361
 AW2361;                    North         East    Units  Estimated Accuracy
 AW2361;SPC TXSC     - 4,189,640.      936,270.      MT  (+/- 180 meters Scaled)
 AW2361
 AW2361                          SUPERSEDED SURVEY CONTROL
 AW2361
 AW2361  NGVD 29 (12/23/87)   17.020  (m)           55.84   (f) ADJUSTED    1 2
 AW2361
 AW2361.Superseded values are not recommended for survey control.
 AW2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2361.See file dsdata.txt to determine how the superseded data were derived.
 AW2361
 AW2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN546659(NAD 83)
 AW2361_MARKER: DB = BENCH MARK DISK
 AW2361_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW2361+WITH SETTING: INTO GROUND
 AW2361_SP_SET: METAL ROD WITH BASE PLATE
 AW2361_STAMPING: S 1208 1973
 AW2361_MARK LOGO: NGS   
 AW2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2361+STABILITY: SURFACE MOTION
 AW2361
 AW2361  HISTORY     - Date     Condition        Report By
 AW2361  HISTORY     - 1973     MONUMENTED       NGS
 AW2361  HISTORY     - 1978     GOOD             NGS
 AW2361  HISTORY     - 1987     GOOD             NGS
 AW2361  HISTORY     - 19980214 GOOD             USPSQD
 AW2361
 AW2361                          STATION DESCRIPTION
 AW2361
 AW2361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2361'3.4 MI E FROM THOMPSONS.
 AW2361'3.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW2361'THE STATION AT THOMPSONS, 4.6 MILES WEST OF ARCOLA, 1 1/2 POLES WEST
 AW2361'OF MILEPOLE 47, 30.6 FEET SOUTH OF THE SOUTH RAIL, 20.9 FEET SOUTH OF
 AW2361'THE SOUTHEAST CORNER OF THE CONCRETE BASE OF SEMAPHORE 47.1, 1 1/2
 AW2361'FEET SOUTH OF A TELEPHONE POLE WITH A GUY WIRE, 1.2 FEET EAST OF A
 AW2361'WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP
 AW2361'OF A 5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE
 AW2361'PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 5-INCH
 AW2361'IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW2361
 AW2361                          STATION RECOVERY (1978)
 AW2361
 AW2361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2361'RECOVERED IN GOOD CONDITION.
 AW2361
 AW2361                          STATION RECOVERY (1987)
 AW2361
 AW2361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2361'RECOVERED IN GOOD CONDITION.
 AW2361
 AW2361                          STATION RECOVERY (1998)
 AW2361
 AW2361'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0077 ***********************************************************************
 AW0077  DESIGNATION -  S 1209
 AW0077  PID         -  AW0077
 AW0077  STATE/COUNTY-  TX/BRAZORIA
 AW0077  USGS QUAD   -  OYSTER CREEK (1974)
 AW0077
 AW0077                         *CURRENT SURVEY CONTROL
 AW0077  ___________________________________________________________________
 AW0077* NAD 83(1986)-  29 03 27.     (N)    095 19 43.     (W)     SCALED    
 AW0077* NAVD 88     -         2.09   (+/-2cm)       6.9    (feet)  VERTCON   
 AW0077  ___________________________________________________________________
 AW0077  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0077
 AW0077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0077
 AW0077.The horizontal coordinates were scaled from a topographic map and have
 AW0077.an estimated accuracy of +/- 6 seconds.
 AW0077
 AW0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0077.The vertical order pertains to the NGVD 29 superseded value.
 AW0077
 AW0077.The geoid height was determined by GEOID03.
 AW0077
 AW0077;                    North         East    Units  Estimated Accuracy
 AW0077;SPC TXSC     - 4,141,280.      957,440.      MT  (+/- 180 meters Scaled)
 AW0077
 AW0077                          SUPERSEDED SURVEY CONTROL
 AW0077
 AW0077  NGVD 29 (??/??/92)    2.106  (m)            6.91   (f) ADJ UNCH    2 0
 AW0077
 AW0077.Superseded values are not recommended for survey control.
 AW0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0077.See file dsdata.txt to determine how the superseded data were derived.
 AW0077
 AW0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN732165(NAD 83)
 AW0077_MARKER: DB = BENCH MARK DISK
 AW0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0077_SP_SET: FOUNDATION
 AW0077_STAMPING: S 1209 1973
 AW0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0077
 AW0077  HISTORY     - Date     Condition        Report By
 AW0077  HISTORY     - 1973     MONUMENTED       NGS
 AW0077  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0077
 AW0077                          STATION DESCRIPTION
 AW0077
 AW0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0077'7.8 MI N FROM FREEPORT.
 AW0077'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0077'BOULEVARD AT FREEPORT, THENCE 1.0 MILE NORTHEAST ALONG COUNTY ROAD
 AW0077'227, AT THE JUNCTION OF A SHELL ROAD NORTHWEST TO SEEBURN AND C LEASE,
 AW0077'IN THE TOP AND 1.0 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 AW0077'SOUTHEAST CONCRETE FOUNDATION OF A RAILROAD CATTLEGUARD, 25 1/2 FEET
 AW0077'NORTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHWEST OF THE
 AW0077'SHELL ROAD NORTHWEST, 3.8 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 AW0077'STEEL GRATE OF THE CATTLEGUARD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 AW0077
 AW0077                          STATION RECOVERY (1978)
 AW0077
 AW0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0077'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1293 ***********************************************************************
 AX1293  DESIGNATION -  S 121
 AX1293  PID         -  AX1293
 AX1293  STATE/COUNTY-  TX/LAVACA
 AX1293  USGS QUAD   -  MOULTON (1981)
 AX1293
 AX1293                         *CURRENT SURVEY CONTROL
 AX1293  ___________________________________________________________________
 AX1293* NAD 83(1986)-  29 34 29.     (N)    097 08 44.     (W)     SCALED    
 AX1293* NAVD 88     -       123.78   (+/-2cm)     406.1    (feet)  VERTCON   
 AX1293  ___________________________________________________________________
 AX1293  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX1293
 AX1293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1293
 AX1293.The horizontal coordinates were scaled from a topographic map and have
 AX1293.an estimated accuracy of +/- 6 seconds.
 AX1293
 AX1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1293.The vertical order pertains to the NGVD 29 superseded value.
 AX1293
 AX1293.The geoid height was determined by GEOID03.
 AX1293
 AX1293;                    North         East    Units  Estimated Accuracy
 AX1293;SPC TXSC     - 4,194,420.      779,660.      MT  (+/- 180 meters Scaled)
 AX1293
 AX1293                          SUPERSEDED SURVEY CONTROL
 AX1293
 AX1293  NGVD 29 (??/??/92)  123.746  (m)          405.99   (f) ADJ UNCH    2 0
 AX1293
 AX1293.Superseded values are not recommended for survey control.
 AX1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1293.See file dsdata.txt to determine how the superseded data were derived.
 AX1293
 AX1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT796730(NAD 83)
 AX1293_MARKER: DB = BENCH MARK DISK
 AX1293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1293_SP_SET: STONE PILLAR
 AX1293_STAMPING: S 121 1933
 AX1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1293
 AX1293  HISTORY     - Date     Condition        Report By
 AX1293  HISTORY     - 1933     MONUMENTED       CGS
 AX1293  HISTORY     - 1943     GOOD             NGS
 AX1293  HISTORY     - 1987     GOOD             USPSQD
 AX1293  HISTORY     - 1988     GOOD             USPSQD
 AX1293  HISTORY     - 1989     GOOD             USPSQD
 AX1293  HISTORY     - 19970607 GOOD             USPSQD
 AX1293
 AX1293                          STATION DESCRIPTION
 AX1293
 AX1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1293'IN MOULTON.
 AX1293'BENCH MARK IS SET VERTICALLY IN THE CENTER OF THE EAST FACE OF A
 AX1293'CONCRETE AND STONE PILLAR AT THE SOUTHEAST CORNER OF THE FARMERS AND
 AX1293'MERCHANTS STATE BANK AT MOULTON.  IT IS ONE BLOCK WEST OF THE TEXAS
 AX1293'AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION AT MOULTON, 13.3
 AX1293'FEET NORTH OF THE SOUTH EDGE OF A CONCRETE WALK, 10.0 WEST OF THE EAST
 AX1293'EDGE OF A CONCRETE WALK, 2.7 FEET ABOVE THE TOP OF THE CONCRETE WALK
 AX1293'AND 1.0 FOOT BELOW THE TOP OF THE CONCRETE BASE OF THE STONE PILLAR. A
 AX1293'DISK SET IN A DRILL HOLE.
 AX1293
 AX1293                          STATION RECOVERY (1987)
 AX1293
 AX1293'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1293'RECOVERED IN GOOD CONDITION.
 AX1293
 AX1293                          STATION RECOVERY (1988)
 AX1293
 AX1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1293'RECOVERED IN GOOD CONDITION.
 AX1293
 AX1293                          STATION RECOVERY (1989)
 AX1293
 AX1293'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1293'RECOVERED IN GOOD CONDITION.
 AX1293
 AX1293                          STATION RECOVERY (1997)
 AX1293
 AX1293'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2051 ***********************************************************************
 AW2051  DESIGNATION -  S 1210
 AW2051  PID         -  AW2051
 AW2051  STATE/COUNTY-  TX/HARRIS
 AW2051  USGS QUAD   -  ALMEDA (1995)
 AW2051
 AW2051                         *CURRENT SURVEY CONTROL
 AW2051  ___________________________________________________________________
 AW2051* NAD 83(1986)-  29 36 58.     (N)    095 22 31.     (W)     SCALED    
 AW2051* NAVD 88     -        16.700  (meters)      54.79   (feet)  ADJUSTED  
 AW2051  ___________________________________________________________________
 AW2051  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2051  DYNAMIC HT  -          16.677 (meters)      54.71  (feet)  COMP
 AW2051  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW2051
 AW2051  VERT ORDER  -  FIRST     CLASS II
 AW2051
 AW2051.The horizontal coordinates were scaled from a topographic map and have
 AW2051.an estimated accuracy of +/- 6 seconds.
 AW2051
 AW2051.The orthometric height was determined by differential leveling
 AW2051.and adjusted by the National Geodetic Survey in June 1991..
 AW2051
 AW2051.The geoid height was determined by GEOID03.
 AW2051
 AW2051.The dynamic height is computed by dividing the NAVD 88
 AW2051.geopotential number by the normal gravity value computed on the
 AW2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2051.degrees latitude (g = 980.6199 gals.).
 AW2051
 AW2051.The modeled gravity was interpolated from observed gravity values.
 AW2051
 AW2051;                    North         East    Units  Estimated Accuracy
 AW2051;SPC TXSC     - 4,203,020.      950,970.      MT  (+/- 180 meters Scaled)
 AW2051
 AW2051                          SUPERSEDED SURVEY CONTROL
 AW2051
 AW2051  NGVD 29 (12/23/87)   16.696  (m)           54.78   (f) ADJUSTED    1 2
 AW2051
 AW2051.Superseded values are not recommended for survey control.
 AW2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2051.See file dsdata.txt to determine how the superseded data were derived.
 AW2051
 AW2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN699786(NAD 83)
 AW2051_MARKER: DB = BENCH MARK DISK
 AW2051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2051_SP_SET: HEADWALL
 AW2051_STAMPING: S 1210 1973
 AW2051_MARK LOGO: NGS   
 AW2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2051+STABILITY: SURFACE MOTION
 AW2051
 AW2051  HISTORY     - Date     Condition        Report By
 AW2051  HISTORY     - 1973     MONUMENTED       NGS
 AW2051  HISTORY     - 1974     GOOD
 AW2051  HISTORY     - 1978     GOOD             NGS
 AW2051  HISTORY     - 1987     GOOD             USPSQD
 AW2051  HISTORY     - 1987     POOR             USPSQD
 AW2051  HISTORY     - 1987     GOOD             NGS
 AW2051  HISTORY     - 1988     GOOD             USPSQD
 AW2051  HISTORY     - 1988     GOOD             USPSQD
 AW2051  HISTORY     - 1989     POOR             USPSQD
 AW2051  HISTORY     - 1989     GOOD             USPSQD
 AW2051  HISTORY     - 1989     GOOD             USPSQD
 AW2051  HISTORY     - 19900805 POOR             USPSQD
 AW2051  HISTORY     - 19970823 POOR             USPSQD
 AW2051  HISTORY     - 20040211 MARK NOT FOUND   USPSQD
 AW2051  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW2051
 AW2051                          STATION DESCRIPTION
 AW2051
 AW2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2051'3.3 MI E FROM ALMEDA.
 AW2051'0.55 MILE NORTH ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF ANDERSON
 AW2051'ROAD AT ALMEDA, THENCE 2.75 MILES EAST ALONG ALMEDA-GENOA ROAD, AT THE
 AW2051'JUNCTION OF LOCKCREST STREET, 300 FEET WEST OF THE CENTER OF THE
 AW2051'JUNCTION, IN THE TOP AND 0.8 FOOT EAST OF THE WEST END OF THE SOUTH
 AW2051'CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT, 18 FEET SOUTH OF THE
 AW2051'CENTER LINE OF THE ROAD, 18 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 AW2051'TO A HOUSE AT 3140 ALMEDA-GENOA ROAD, AND ABOUT LEVEL WITH THE ROAD.
 AW2051
 AW2051                          STATION RECOVERY (1974)
 AW2051
 AW2051'RECOVERED 1974
 AW2051'RECOVERED IN GOOD CONDITION.
 AW2051
 AW2051                          STATION RECOVERY (1978)
 AW2051
 AW2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2051'RECOVERED IN GOOD CONDITION.
 AW2051
 AW2051                          STATION RECOVERY (1987)
 AW2051
 AW2051'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2051'RECOVERED IN GOOD CONDITION.
 AW2051
 AW2051                          STATION RECOVERY (1987)
 AW2051
 AW2051'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW2051'MARK RECOVERED IN POOR CONDITION.
 AW2051
 AW2051                          STATION RECOVERY (1987)
 AW2051
 AW2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2051'RECOVERED IN FAIR CONDITION.  THE DISK HAS BEEN SCRAPED AND THE
 AW2051'STAMPING IS S  210 1973.
 AW2051
 AW2051                          STATION RECOVERY (1988)
 AW2051
 AW2051'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW2051'RECOVERED IN GOOD CONDITION.
 AW2051
 AW2051                          STATION RECOVERY (1988)
 AW2051
 AW2051'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2051'RECOVERED IN GOOD CONDITION.
 AW2051
 AW2051                          STATION RECOVERY (1989)
 AW2051
 AW2051'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2051'MARK RECOVERED IN POOR CONDITION.
 AW2051
 AW2051                          STATION RECOVERY (1989)
 AW2051
 AW2051'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2051'RECOVERED IN GOOD CONDITION.
 AW2051
 AW2051                          STATION RECOVERY (1989)
 AW2051
 AW2051'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2051'RECOVERED IN GOOD CONDITION.
 AW2051
 AW2051                          STATION RECOVERY (1990)
 AW2051
 AW2051'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2051'MARK RECOVERED IN POOR CONDITION.
 AW2051
 AW2051                          STATION RECOVERY (1997)
 AW2051
 AW2051'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2051'MARK RECOVERED IN POOR CONDITION.
 AW2051
 AW2051                          STATION RECOVERY (2004)
 AW2051
 AW2051'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2051'ALL NEW CONCRETE HERE THIS IS NOW A 4 LANE ROAD INSTEAD OF THE OLD 2
 AW2051'LANE COUNTRY ROAD.
 AW2051
 AW2051                          STATION RECOVERY (2005)
 AW2051
 AW2051'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2167 ***********************************************************************
 AW2167  DESIGNATION -  S 1212
 AW2167  PID         -  AW2167
 AW2167  STATE/COUNTY-  TX/FORT BEND
 AW2167  USGS QUAD   -  KATY (1980)
 AW2167
 AW2167                         *CURRENT SURVEY CONTROL
 AW2167  ___________________________________________________________________
 AW2167* NAD 83(1986)-  29 45 41.     (N)    095 49 37.     (W)     SCALED    
 AW2167* NAVD 88     -        39.83   (+/-2cm)     130.7    (feet)  VERTCON   
 AW2167  ___________________________________________________________________
 AW2167  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2167
 AW2167  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2167
 AW2167.The horizontal coordinates were scaled from a topographic map and have
 AW2167.an estimated accuracy of +/- 6 seconds.
 AW2167
 AW2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2167.The vertical order pertains to the NGVD 29 superseded value.
 AW2167
 AW2167.The geoid height was determined by GEOID03.
 AW2167
 AW2167;                    North         East    Units  Estimated Accuracy
 AW2167;SPC TXSC     - 4,217,840.      906,820.      MT  (+/- 180 meters Scaled)
 AW2167
 AW2167                          SUPERSEDED SURVEY CONTROL
 AW2167
 AW2167  NGVD 29 (04/06/79)   39.821  (m)          130.65   (f) ADJUSTED    1 2
 AW2167
 AW2167.Superseded values are not recommended for survey control.
 AW2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2167.See file dsdata.txt to determine how the superseded data were derived.
 AW2167
 AW2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN266956(NAD 83)
 AW2167_MARKER: DB = BENCH MARK DISK
 AW2167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2167_STAMPING: S 1212 1973
 AW2167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2167
 AW2167  HISTORY     - Date     Condition        Report By
 AW2167  HISTORY     - 1973     MONUMENTED       NGS
 AW2167  HISTORY     - 1978     GOOD             NGS
 AW2167  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2167  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2167
 AW2167                          STATION DESCRIPTION
 AW2167
 AW2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2167'2.0 MI S FROM KATY.
 AW2167'2.0 MILES SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI, KANSAS-TEXAS
 AW2167'RAILROAD STATION AT KATY, 0.15 MILE NORTHEAST OF A CATTLEGUARD ACROSS
 AW2167'A FIELD ROAD, 0.4 MILE SOUTHWEST OF A WOODEN BRIDGE OVER A CREEK, 0.1
 AW2167'MILE SOUTHWEST OF THE JUNCTION OF A DRIVEWAY NORTHWEST TO A HOUSE, 22
 AW2167'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A
 AW2167'POWER POLE WITH A GUY WIRE, 56 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 AW2167'A POWER POLE, 7.3 FEET NORTHWEST OF A FENCE, 1.8 FEET SOUTHWEST OF A
 AW2167'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, A DISK ON THE TOP
 AW2167'OF A 4-FOOT COPPER COATED ROD WHICH IS 4-FOOT-DEEP WITH A BASE PLATE.
 AW2167'THE UPPER PORTION OF THE ROD IS ENCASED IN AN IRON PIPE PROJECTING 0.1
 AW2167'FOOT ABOVE THE GROUND.
 AW2167
 AW2167                          STATION RECOVERY (1978)
 AW2167
 AW2167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2167'RECOVERED IN GOOD CONDITION.
 AW2167
 AW2167                          STATION RECOVERY (1986)
 AW2167
 AW2167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2167'NOT RECOVERED.
 AW2167
 AW2167                          STATION RECOVERY (1994)
 AW2167
 AW2167'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4227 ***********************************************************************
 AW4227  DESIGNATION -  S 1213
 AW4227  PID         -  AW4227
 AW4227  STATE/COUNTY-  TX/FORT BEND
 AW4227  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4227
 AW4227                         *CURRENT SURVEY CONTROL
 AW4227  ___________________________________________________________________
 AW4227* NAD 83(1986)-  29 24 46.     (N)    095 42 31.     (W)     SCALED    
 AW4227* NAVD 88     -        19.113  (meters)      62.71   (feet)  ADJUSTED  
 AW4227  ___________________________________________________________________
 AW4227  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW4227  DYNAMIC HT  -          19.086 (meters)      62.62  (feet)  COMP
 AW4227  MODELED GRAV-     979,258.1   (mgal)                       NAVD 88
 AW4227
 AW4227  VERT ORDER  -  FIRST     CLASS II
 AW4227
 AW4227.The horizontal coordinates were scaled from a topographic map and have
 AW4227.an estimated accuracy of +/- 6 seconds.
 AW4227
 AW4227.The orthometric height was determined by differential leveling
 AW4227.and adjusted by the National Geodetic Survey in June 1991..
 AW4227
 AW4227.The geoid height was determined by GEOID03.
 AW4227
 AW4227.The dynamic height is computed by dividing the NAVD 88
 AW4227.geopotential number by the normal gravity value computed on the
 AW4227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4227.degrees latitude (g = 980.6199 gals.).
 AW4227
 AW4227.The modeled gravity was interpolated from observed gravity values.
 AW4227
 AW4227;                    North         East    Units  Estimated Accuracy
 AW4227;SPC TXSC     - 4,179,540.      919,340.      MT  (+/- 180 meters Scaled)
 AW4227
 AW4227                          SUPERSEDED SURVEY CONTROL
 AW4227
 AW4227  NGVD 29 (12/23/87)   19.109  (m)           62.69   (f) ADJUSTED    1 2
 AW4227
 AW4227.Superseded values are not recommended for survey control.
 AW4227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4227.See file dsdata.txt to determine how the superseded data were derived.
 AW4227
 AW4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN371567(NAD 83)
 AW4227_MARKER: DB = BENCH MARK DISK
 AW4227_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4227_SP_SET: BRIDGE WINGWALL
 AW4227_STAMPING: S 1213 1973
 AW4227_MARK LOGO: NGS   
 AW4227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4227+STABILITY: SURFACE MOTION
 AW4227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4227+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 AW4227
 AW4227  HISTORY     - Date     Condition        Report By
 AW4227  HISTORY     - 1973     MONUMENTED       NGS
 AW4227  HISTORY     - 1986     GOOD             NGS
 AW4227  HISTORY     - 1988     GOOD             USPSQD
 AW4227  HISTORY     - 1989     GOOD             USPSQD
 AW4227  HISTORY     - 19960622 GOOD             USPSQD
 AW4227  HISTORY     - 19980103 GOOD             USPSQD
 AW4227  HISTORY     - 19981121 GOOD             USPSQD
 AW4227  HISTORY     - 20040728 GOOD             LJA
 AW4227
 AW4227                          STATION DESCRIPTION
 AW4227
 AW4227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4227'6.0 MI NE FROM GUY.
 AW4227'6.0 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4227'HIGHWAY 36 AT GUY, IN THE TOP AND 1.0 FOOT SOUTHWEST OF THE NORTHEAST
 AW4227'END OF THE EAST CONCRETE WING WALL OF A CONCRETE BRIDGE OVER BIG
 AW4227'CREEK, 5.0 FEET NORTHEAST OF THE EAST CORNER OF THE BRIDGE FLOOR, 13
 AW4227'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 AW4227'WITH THE ROAD.
 AW4227
 AW4227                          STATION RECOVERY (1986)
 AW4227
 AW4227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4227'RECOVERED IN GOOD CONDITION.
 AW4227
 AW4227                          STATION RECOVERY (1988)
 AW4227
 AW4227'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4227'RECOVERED IN GOOD CONDITION.
 AW4227
 AW4227                          STATION RECOVERY (1989)
 AW4227
 AW4227'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4227'RECOVERED IN GOOD CONDITION.
 AW4227
 AW4227                          STATION RECOVERY (1996)
 AW4227
 AW4227'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4227'RECOVERED IN GOOD CONDITION.
 AW4227
 AW4227                          STATION RECOVERY (1998)
 AW4227
 AW4227'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4227'RECOVERED IN GOOD CONDITION.
 AW4227
 AW4227                          STATION RECOVERY (1998)
 AW4227
 AW4227'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4227'RECOVERED IN GOOD CONDITION.
 AW4227
 AW4227                          STATION RECOVERY (2004)
 AW4227
 AW4227'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AW4227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2032 ***********************************************************************
 AW2032  HT_MOD      -  This is a Height Modernization Survey Station.
 AW2032  DESIGNATION -  S 1214
 AW2032  PID         -  AW2032
 AW2032  STATE/COUNTY-  TX/FORT BEND
 AW2032  USGS QUAD   -  ALMEDA (1995)
 AW2032
 AW2032                         *CURRENT SURVEY CONTROL
 AW2032  ___________________________________________________________________
 AW2032* NAD 83(1993)-  29 30 01.51836(N)    095 27 51.53039(W)     ADJUSTED  
 AW2032* NAVD 88     -        19.20   (meters)      63.0    (feet)  GPS OBS   
 AW2032  ___________________________________________________________________
 AW2032  X           -    -529,048.538 (meters)                     COMP
 AW2032  Y           -  -5,530,482.149 (meters)                     COMP
 AW2032  Z           -   3,122,291.542 (meters)                     COMP
 AW2032  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW2032  ELLIP HEIGHT-          -7.88  (meters)          (12/03/01) GPS OBS
 AW2032  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2032  DYNAMIC HT  -          19.17  (meters)      62.9   (feet)  COMP
 AW2032  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 AW2032
 AW2032  HORZ ORDER  -  FIRST
 AW2032  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2032  ELLP ORDER  -  FOURTH    CLASS II
 AW2032
 AW2032.The horizontal coordinates were established by GPS observations
 AW2032.and adjusted by the National Geodetic Survey in December 2001..
 AW2032
 AW2032.The orthometric height was determined by GPS observations and a
 AW2032.high-resolution geoid model using precise GPS observation and
 AW2032.processing techniques. It supersedes the leveled height previously
 AW2032.determined for this station.
 AW2032.The vertical order pertains to the first NAVD 88 superseded value.
 AW2032
 AW2032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2032
 AW2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2032
 AW2032.The ellipsoidal height was determined by GPS observations
 AW2032.and is referenced to NAD 83.
 AW2032
 AW2032.The geoid height was determined by GEOID03.
 AW2032
 AW2032.The dynamic height is computed by dividing the NAVD 88
 AW2032.geopotential number by the normal gravity value computed on the
 AW2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2032.degrees latitude (g = 980.6199 gals.).
 AW2032
 AW2032.The modeled gravity was interpolated from observed gravity values.
 AW2032
 AW2032;                    North         East     Units Scale Factor Converg.
 AW2032;SPC TXSC     - 4,189,938.936   942,743.241   MT  0.99986740   +1 43 55.8
 AW2032;SPC TXSC     -13,746,491.33  3,092,983.45   sFT  0.99986740   +1 43 55.8
 AW2032;UTM  15      - 3,265,960.996   261,102.986   MT  1.00030426   -1 12 50.7
 AW2032
 AW2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2032!SPC TXSC     -   1.00000124  x   0.99986740  =   0.99986864
 AW2032!UTM  15      -   1.00000124  x   1.00030426  =   1.00030550
 AW2032
 AW2032                          SUPERSEDED SURVEY CONTROL
 AW2032
 AW2032  ELLIP H (10/25/00)   -7.88   (m)                       GP(       ) 4 1
 AW2032  NAD 83(1993)-  29 30 01.51838(N)    095 27 51.52945(W) AD(       ) 1
 AW2032  ELLIP H (10/17/96)   -7.76   (m)                       GP(       ) 3 1
 AW2032  NAVD 88 (06/15/91)   19.284  (m)           63.27   (f) ADJUSTED    1 2
 AW2032  NGVD 29 (12/23/87)   19.280  (m)           63.25   (f) ADJUSTED    1 2
 AW2032
 AW2032.Superseded values are not recommended for survey control.
 AW2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2032.See file dsdata.txt to determine how the superseded data were derived.
 AW2032
 AW2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6110365961(NAD 83)
 AW2032_MARKER: DB = BENCH MARK DISK
 AW2032_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW2032_SP_SET: CULVERT HEADWALL
 AW2032_STAMPING: S 1214 1973
 AW2032_MARK LOGO: CGS   
 AW2032_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2032+STABILITY: SURFACE MOTION
 AW2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2032+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 AW2032
 AW2032  HISTORY     - Date     Condition        Report By
 AW2032  HISTORY     - 1973     MONUMENTED       NGS
 AW2032  HISTORY     - 1978     GOOD             NGS
 AW2032  HISTORY     - 1986     POOR             NGS
 AW2032  HISTORY     - 1987     GOOD             USPSQD
 AW2032  HISTORY     - 1987     GOOD             USPSQD
 AW2032  HISTORY     - 1988     GOOD             USPSQD
 AW2032  HISTORY     - 1988     GOOD             USPSQD
 AW2032  HISTORY     - 1988     GOOD             USPSQD
 AW2032  HISTORY     - 19900805 GOOD             USPSQD
 AW2032  HISTORY     - 19901208 GOOD             USPSQD
 AW2032  HISTORY     - 19941022 GOOD             USPSQD
 AW2032  HISTORY     - 19950419 GOOD             HGCSD
 AW2032  HISTORY     - 20040216 GOOD             USPSQD
 AW2032
 AW2032                          STATION DESCRIPTION
 AW2032
 AW2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2032'0.5 MI S FROM ARCOLA.
 AW2032'0.5 MILE SOUTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION OF STATE
 AW2032'HIGHWAY 6 AT ARCOLA, AT ARCOLA RAILROAD JUNCTION, AT THE CROSSING OF
 AW2032'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY AND THE MISSOURI PACIFIC
 AW2032'RAILROAD, IN THE TOP AND 0.8 FOOT EAST OF THE WEST END OF THE NORTH
 AW2032'CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT UNDER THE RAILROAD, 8.9
 AW2032'FEET NORTH OF THE NORTH RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 AW2032'RAILWAY, 15.4 FEET EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC
 AW2032'RAILROAD, 101 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 AW2032'LEVEL WITH THE TRACKS.
 AW2032
 AW2032                          STATION RECOVERY (1978)
 AW2032
 AW2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2032'RECOVERED IN GOOD CONDITION.
 AW2032
 AW2032                          STATION RECOVERY (1986)
 AW2032
 AW2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2032'RECOVERED IN POOR CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW2032'THAT THE DISK HAS BEEN DEFACED.  A RUBBING WAS TAKEN AND THE REMAINING
 AW2032'LEGIBLE STAMPING IS S 1214 3.  ADD ST HIGHWAY 288 IS NOW FM ROAD 521.
 AW2032
 AW2032                          STATION RECOVERY (1987)
 AW2032
 AW2032'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2032'RECOVERED IN GOOD CONDITION.
 AW2032
 AW2032                          STATION RECOVERY (1987)
 AW2032
 AW2032'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2032'RECOVERED IN GOOD CONDITION.
 AW2032
 AW2032                          STATION RECOVERY (1988)
 AW2032
 AW2032'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2032'RECOVERED IN GOOD CONDITION.
 AW2032
 AW2032                          STATION RECOVERY (1988)
 AW2032
 AW2032'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2032'RECOVERED IN GOOD CONDITION.
 AW2032
 AW2032                          STATION RECOVERY (1988)
 AW2032
 AW2032'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2032'RECOVERED IN GOOD CONDITION.
 AW2032
 AW2032                          STATION RECOVERY (1990)
 AW2032
 AW2032'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2032'RECOVERED IN GOOD CONDITION.
 AW2032
 AW2032                          STATION RECOVERY (1990)
 AW2032
 AW2032'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2032'RECOVERED IN GOOD CONDITION.
 AW2032
 AW2032                          STATION RECOVERY (1994)
 AW2032
 AW2032'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2032'RECOVERED IN GOOD CONDITION.
 AW2032
 AW2032                          STATION RECOVERY (1995)
 AW2032
 AW2032'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW2032'RECOVERED AS DESCRIBED.
 AW2032
 AW2032                          STATION RECOVERY (2004)
 AW2032
 AW2032'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2032'GO TO N 29 30 01.7  W095 27 51.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1800 ***********************************************************************
 AW1800  DESIGNATION -  S 1215
 AW1800  PID         -  AW1800
 AW1800  STATE/COUNTY-  TX/HARRIS
 AW1800  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1800
 AW1800                         *CURRENT SURVEY CONTROL
 AW1800  ___________________________________________________________________
 AW1800* NAD 83(1986)-  29 51 10.     (N)    095 31 56.     (W)     SCALED    
 AW1800* NAVD 88     -        28.509  (meters)      93.53   (feet)  ADJUSTED  
 AW1800  ___________________________________________________________________
 AW1800  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW1800  DYNAMIC HT  -          28.471 (meters)      93.41  (feet)  COMP
 AW1800  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 AW1800  OBS GRAVITY -     979,285.8   (mgal)                       GRAV_OBS
 AW1800
 AW1800  VERT ORDER  -  FIRST     CLASS II
 AW1800
 AW1800.The horizontal coordinates were scaled from a topographic map and have
 AW1800.an estimated accuracy of +/- 6 seconds.
 AW1800
 AW1800.The orthometric height was determined by differential leveling
 AW1800.and adjusted by the National Geodetic Survey in June 1991..
 AW1800
 AW1800.The geoid height was determined by GEOID03.
 AW1800
 AW1800.The dynamic height is computed by dividing the NAVD 88
 AW1800.geopotential number by the normal gravity value computed on the
 AW1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1800.degrees latitude (g = 980.6199 gals.).
 AW1800
 AW1800.The modeled gravity was interpolated from observed gravity values.
 AW1800.The observed gravity was obtained from relative gravimeter ties
 AW1800.to the IGSN71 gravity network.
 AW1800
 AW1800;                    North         East    Units  Estimated Accuracy
 AW1800;SPC TXSC     - 4,228,780.      935,000.      MT  (+/- 180 meters Scaled)
 AW1800
 AW1800                          SUPERSEDED SURVEY CONTROL
 AW1800
 AW1800  NGVD 29 (12/23/87)   28.504  (m)           93.52   (f) ADJUSTED    1 2
 AW1800
 AW1800.Superseded values are not recommended for survey control.
 AW1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1800.See file dsdata.txt to determine how the superseded data were derived.
 AW1800
 AW1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP553051(NAD 83)
 AW1800_MARKER: DB = BENCH MARK DISK
 AW1800_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW1800+WITH SETTING: INFORMATION.
 AW1800_SP_SET: SHALLOW-SET METAL ROD
 AW1800_STAMPING: S 1215 1973
 AW1800_MARK LOGO: NGS   
 AW1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1800+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2004
 AW1800
 AW1800  HISTORY     - Date     Condition        Report By
 AW1800  HISTORY     - 1973     MONUMENTED       NGS
 AW1800  HISTORY     - 1978     GOOD             NGS
 AW1800  HISTORY     - 1986     GOOD             NGS
 AW1800  HISTORY     - 1987     GOOD             USPSQD
 AW1800  HISTORY     - 19941022 GOOD             USPSQD
 AW1800  HISTORY     - 20040212 GOOD             USPSQD
 AW1800
 AW1800                          STATION DESCRIPTION
 AW1800
 AW1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1800'0.6 MI SE FROM FAIRBANKS.
 AW1800'ABOUT 0.6 MILE SOUTHEAST ALONG US HIGHWAY 290 ALONG HEMPSTEAD RD. FROM
 AW1800'THE FAIRBANKS STATION POST OFFICE AT THE INTERSECTION OF HEMPSTEAD RD.
 AW1800'AND CAMPBELL RD., 133.4 FEET SOUTHWEST OF THE CENTER LINE OF THE FOUR
 AW1800'LANES OF HEMPSTEAD RD., 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AW1800'SOUTHERN PACIFIC RAILROAD, 51 FEET EAST OF THE INTERSECTION OF
 AW1800'CAMPBELL RD. AND SOMMERMEYER ST., SET IN BETWEEN A POWER POLE AND A
 AW1800'TELEPHONE POLE ON THE EAST SIDE OF CAMPBELL RD., 1 FOOT WEST OF A
 AW1800'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACKS, AND IS A
 AW1800'DISK SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL
 AW1800'ROD, AND PROTECTED BY A 6-INCH STEEL PIPE WHICH PROJECTS 0.2 FOOT.
 AW1800
 AW1800                          STATION RECOVERY (1978)
 AW1800
 AW1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1800'RECOVERED IN GOOD CONDITION.
 AW1800
 AW1800                          STATION RECOVERY (1986)
 AW1800
 AW1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1800'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.0 KM (0.6 MI)
 AW1800'SOUTHEASTERLY ALONG THE HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1800'FAIRBANKS.
 AW1800
 AW1800                          STATION RECOVERY (1987)
 AW1800
 AW1800'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1800'RECOVERED IN GOOD CONDITION.
 AW1800
 AW1800                          STATION RECOVERY (1994)
 AW1800
 AW1800'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1800'RECOVERED IN GOOD CONDITION.
 AW1800
 AW1800                          STATION RECOVERY (2004)
 AW1800
 AW1800'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1483 ***********************************************************************
 BL1483  DESIGNATION -  S 1216
 BL1483  PID         -  BL1483
 BL1483  STATE/COUNTY-  TX/HARRIS
 BL1483  USGS QUAD   -  TOMBALL (1979)
 BL1483
 BL1483                         *CURRENT SURVEY CONTROL
 BL1483  ___________________________________________________________________
 BL1483* NAD 83(1986)-  30 06 03.     (N)    095 31 51.     (W)     SCALED    
 BL1483* NAVD 88     -        44.509  (meters)     146.03   (feet)  ADJUSTED  
 BL1483  ___________________________________________________________________
 BL1483  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1483  DYNAMIC HT  -          44.449 (meters)     145.83  (feet)  COMP
 BL1483  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 BL1483
 BL1483  VERT ORDER  -  FIRST     CLASS II
 BL1483
 BL1483.The horizontal coordinates were scaled from a topographic map and have
 BL1483.an estimated accuracy of +/- 6 seconds.
 BL1483
 BL1483.The orthometric height was determined by differential leveling
 BL1483.and adjusted by the National Geodetic Survey in June 1991..
 BL1483
 BL1483.The geoid height was determined by GEOID03.
 BL1483
 BL1483.The dynamic height is computed by dividing the NAVD 88
 BL1483.geopotential number by the normal gravity value computed on the
 BL1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1483.degrees latitude (g = 980.6199 gals.).
 BL1483
 BL1483.The modeled gravity was interpolated from observed gravity values.
 BL1483
 BL1483;                    North         East    Units  Estimated Accuracy
 BL1483;SPC TXSC     - 4,256,270.      934,320.      MT  (+/- 180 meters Scaled)
 BL1483
 BL1483                          SUPERSEDED SURVEY CONTROL
 BL1483
 BL1483  NGVD 29 (12/23/87)   44.507  (m)          146.02   (f) ADJUSTED    1 2
 BL1483
 BL1483.Superseded values are not recommended for survey control.
 BL1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1483.See file dsdata.txt to determine how the superseded data were derived.
 BL1483
 BL1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP561326(NAD 83)
 BL1483_MARKER: DB = BENCH MARK DISK
 BL1483_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1483+WITH SETTING: INFORMATION.
 BL1483_SP_SET: SHALLOW-SET METAL ROD
 BL1483_STAMPING: S 1216 1973
 BL1483_MARK LOGO: NGS   
 BL1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1483
 BL1483  HISTORY     - Date     Condition        Report By
 BL1483  HISTORY     - 1973     MONUMENTED       NGS
 BL1483  HISTORY     - 1978     GOOD             NGS
 BL1483  HISTORY     - 1986     GOOD             NGS
 BL1483
 BL1483                          STATION DESCRIPTION
 BL1483
 BL1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1483'4.4 MI E FROM HUFSMITH.
 BL1483'ABOUT 4.4 MILES EAST ALONG MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL1483'OF STANOLIND RD., 39.7 FEET SOUTH OF THE SOUTH RAIL, 17 FEET SOUTHWEST
 BL1483'OF MILE POST 7, 7 FEET NORTH OF A FENCE, 0.7 FOOT EAST OF A METAL
 BL1483'WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND IS A DISK SET ON TOP OF A
 BL1483'4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROAD, AND PROTECTED BY A
 BL1483'6-INCH METAL PIPE FLUSH WITH THE GROUND.
 BL1483
 BL1483                          STATION RECOVERY (1978)
 BL1483
 BL1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1483'RECOVERED IN GOOD CONDITION.
 BL1483
 BL1483                          STATION RECOVERY (1986)
 BL1483
 BL1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0137 ***********************************************************************
 AW0137  DESIGNATION -  S 1217
 AW0137  PID         -  AW0137
 AW0137  STATE/COUNTY-  TX/WALLER
 AW0137  USGS QUAD   -  KATY (1980)
 AW0137
 AW0137                         *CURRENT SURVEY CONTROL
 AW0137  ___________________________________________________________________
 AW0137* NAD 83(1986)-  29 47 12.     (N)    095 50 24.     (W)     SCALED    
 AW0137* NAVD 88     -        42.79   (+/-2cm)     140.4    (feet)  VERTCON   
 AW0137  ___________________________________________________________________
 AW0137  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW0137
 AW0137  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0137
 AW0137.The horizontal coordinates were scaled from a topographic map and have
 AW0137.an estimated accuracy of +/- 6 seconds.
 AW0137
 AW0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0137.The vertical order pertains to the NGVD 29 superseded value.
 AW0137
 AW0137.The geoid height was determined by GEOID03.
 AW0137
 AW0137;                    North         East    Units  Estimated Accuracy
 AW0137;SPC TXSC     - 4,220,610.      905,480.      MT  (+/- 180 meters Scaled)
 AW0137
 AW0137                          SUPERSEDED SURVEY CONTROL
 AW0137
 AW0137  NGVD 29 (??/??/92)   42.777  (m)          140.34   (f) ADJ UNCH    1 1
 AW0137
 AW0137.Superseded values are not recommended for survey control.
 AW0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0137.See file dsdata.txt to determine how the superseded data were derived.
 AW0137
 AW0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN254985(NAD 83)
 AW0137_MARKER: DB = BENCH MARK DISK
 AW0137_SETTING: 0 = UNSPECIFIED SETTING
 AW0137_STAMPING: S 1217 1973
 AW0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0137
 AW0137  HISTORY     - Date     Condition        Report By
 AW0137  HISTORY     - 1973     MONUMENTED       NGS
 AW0137  HISTORY     - 1976     GOOD             NGS
 AW0137  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0137  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0137  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AW0137  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW0137
 AW0137                          STATION DESCRIPTION
 AW0137
 AW0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0137'1.1 MI W FROM KATY.
 AW0137'ABOUT 1.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0137'STATION AT KATY, AT THE KATY SUB-STATION OF THE HOUSTON LIGHTING AND
 AW0137'POWER CO., 36 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 106.2 FEET
 AW0137'NORTH OF THE NORTH RAIL, 58 FEET SOUTH OF THE SOUTHWEST SIDE OF A
 AW0137'CHAIN LINK FENCE SURROUNDING THE POWER TRANSFORMERS, 18.2 FEET EAST OF
 AW0137'A NORTH-SOUTH FENCE, SET IN BETWEEN THE FIRST TWO POWER LINES SOUTH OF
 AW0137'THE SUBSTATION OF A ROW OF POLES LEADING SOUTH, ABOUT 2 1/2 FEET BELOW
 AW0137'THE LEVEL OF THE TRACKS, AND IS A DISK SET IN THE TOP OF A 4-FOOT
 AW0137'LENGTH OF 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A STEEL
 AW0137'PIPE FLUSH WITH THE GROUND.
 AW0137
 AW0137                          STATION RECOVERY (1976)
 AW0137
 AW0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0137'RECOVERED IN GOOD CONDITION.
 AW0137
 AW0137                          STATION RECOVERY (1978)
 AW0137
 AW0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0137'NOT RECOVERED, SUB STATION HAS BEEN EXPANDED, NO WITNESS POST.
 AW0137
 AW0137                          STATION RECOVERY (1990)
 AW0137
 AW0137'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0137'MARK NOT FOUND.
 AW0137
 AW0137                          STATION RECOVERY (1992)
 AW0137
 AW0137'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW0137'MARK NOT FOUND.
 AW0137
 AW0137                          STATION RECOVERY (2004)
 AW0137
 AW0137'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0018 ***********************************************************************
 AX0018  DESIGNATION -  S 1218
 AX0018  PID         -  AX0018
 AX0018  STATE/COUNTY-  TX/AUSTIN
 AX0018  USGS QUAD   -  SEALY (1981)
 AX0018
 AX0018                         *CURRENT SURVEY CONTROL
 AX0018  ___________________________________________________________________
 AX0018* NAD 83(1986)-  29 46 51.     (N)    096 09 32.     (W)     SCALED    
 AX0018* NAVD 88     -        60.427  (meters)     198.25   (feet)  ADJUSTED  
 AX0018  ___________________________________________________________________
 AX0018  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0018  DYNAMIC HT  -          60.344 (meters)     197.98  (feet)  COMP
 AX0018  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 AX0018  OBS GRAVITY -     979,269.9   (mgal)                       GRAV_OBS
 AX0018
 AX0018  VERT ORDER  -  FIRST     CLASS I
 AX0018
 AX0018.The horizontal coordinates were scaled from a topographic map and have
 AX0018.an estimated accuracy of +/- 6 seconds.
 AX0018
 AX0018.The orthometric height was determined by differential leveling
 AX0018.and adjusted by the National Geodetic Survey in June 1991..
 AX0018
 AX0018.The geoid height was determined by GEOID03.
 AX0018
 AX0018.The dynamic height is computed by dividing the NAVD 88
 AX0018.geopotential number by the normal gravity value computed on the
 AX0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0018.degrees latitude (g = 980.6199 gals.).
 AX0018
 AX0018.The modeled gravity was interpolated from observed gravity values.
 AX0018.The observed gravity was obtained from relative gravimeter ties
 AX0018.to the IGSN71 gravity network.
 AX0018
 AX0018;                    North         East    Units  Estimated Accuracy
 AX0018;SPC TXSC     - 4,219,170.      874,670.      MT  (+/- 180 meters Scaled)
 AX0018
 AX0018                          SUPERSEDED SURVEY CONTROL
 AX0018
 AX0018  NGVD 29 (12/23/87)   60.405  (m)          198.18   (f) ADJUSTED    1 1
 AX0018
 AX0018.Superseded values are not recommended for survey control.
 AX0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0018.See file dsdata.txt to determine how the superseded data were derived.
 AX0018
 AX0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT746978(NAD 83)
 AX0018_MARKER: DB = BENCH MARK DISK
 AX0018_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0018_SP_SET: COPPER-CLAD STEEL ROD
 AX0018_STAMPING: S 1218 1973
 AX0018_MARK LOGO: NGS   
 AX0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0018+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 AX0018
 AX0018  HISTORY     - Date     Condition        Report By
 AX0018  HISTORY     - 1973     MONUMENTED       NGS
 AX0018  HISTORY     - 1976     GOOD             NGS
 AX0018  HISTORY     - 1976     GOOD             NGS
 AX0018  HISTORY     - 1978     GOOD             NGS
 AX0018  HISTORY     - 1986     GOOD             NGS
 AX0018  HISTORY     - 1987     GOOD             USPSQD
 AX0018  HISTORY     - 19910607 GOOD             USPSQD
 AX0018  HISTORY     - 19991024 GOOD             USPSQD
 AX0018  HISTORY     - 20040327 GOOD             USPSQD
 AX0018
 AX0018                          STATION DESCRIPTION
 AX0018
 AX0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0018'IN SEALY.
 AX0018'AT SEALY, AT THE INTERSECTION OF MAIN AND ATCHISON STREETS, 46.6 FEET
 AX0018'EAST OF THE SOUTHEAST CORNER OF THE POST OFFICE BUILDING, 115 FEET
 AX0018'NORTH OF THE CENTER LINE OF MAIN STREET, 56 FEET WEST OF THE CENTER
 AX0018'LINE OF ATCHISON STREET, 1.3 FEET EAST OF THE EAST END OF UNITED
 AX0018'STATES POST OFFICE, SEALY TEXAS 77474 SIGN, ABOUT 1 1/2 FEET ABOVE THE
 AX0018'LEVEL OF THE STREETS AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 AX0018'0.4 FOOT BELOW THE SURFACE OF THE GROUND WHICH IS PROTECTED BY A
 AX0018'6-INCH METAL PIPE 0.2 FOOT BELOW THE SURFACE OF GROUND.  THE ROD WAS
 AX0018'DRIVEN TO REFUSAL AT A DEPTH OF 31.0 FEET.  THIS MARK MAY ALSO BE
 AX0018'REACHED BY GOING ABOUT 0.25 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS
 AX0018'RAILROAD FROM THE CROSSING OF THE GULF-COLORADO AND SANTA FE RAILROAD
 AX0018'AT SEALY, THENCE ABOUT 0.15 MILE SOUTH ALONG ATCHISON STREET.
 AX0018
 AX0018                          STATION RECOVERY (1976)
 AX0018
 AX0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0018'RECOVERED IN GOOD CONDITION.
 AX0018
 AX0018                          STATION RECOVERY (1976)
 AX0018
 AX0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0018'RECOVERED IN GOOD CONDITION.
 AX0018
 AX0018                          STATION RECOVERY (1978)
 AX0018
 AX0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0018'ADD=34.8 FEET WEST OF WEST CURB OF ATEHISON STREET, 18.4 FEET EAST
 AX0018'OF FLAG POLE, AND 3.4 FEET SOUTH OF SOUTH EDGE OF SIDEWALK.
 AX0018
 AX0018                          STATION RECOVERY (1986)
 AX0018
 AX0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0018'RECOVERED IN GOOD CONDITION.
 AX0018
 AX0018                          STATION RECOVERY (1987)
 AX0018
 AX0018'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX0018'RECOVERED IN GOOD CONDITION.
 AX0018
 AX0018                          STATION RECOVERY (1991)
 AX0018
 AX0018'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0018'RECOVERED IN GOOD CONDITION.
 AX0018
 AX0018                          STATION RECOVERY (1999)
 AX0018
 AX0018'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0018'RECOVERED IN GOOD CONDITION.
 AX0018
 AX0018                          STATION RECOVERY (2004)
 AX0018
 AX0018'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1049 ***********************************************************************
 AW1049  DESIGNATION -  S 1219
 AW1049  PID         -  AW1049
 AW1049  STATE/COUNTY-  TX/GALVESTON
 AW1049  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1049
 AW1049                         *CURRENT SURVEY CONTROL
 AW1049  ___________________________________________________________________
 AW1049* NAD 83(1986)-  29 21 32.     (N)    094 55 39.     (W)     SCALED    
 AW1049* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 AW1049  ___________________________________________________________________
 AW1049  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1049  OBS GRAVITY -     979,263.1   (mgal)                       GRAV_OBS
 AW1049
 AW1049  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1049
 AW1049.The horizontal coordinates were scaled from a topographic map and have
 AW1049.an estimated accuracy of +/- 6 seconds.
 AW1049
 AW1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1049.The vertical order pertains to the NGVD 29 superseded value.
 AW1049
 AW1049.The geoid height was determined by GEOID03.
 AW1049.The observed gravity was obtained from relative gravimeter ties
 AW1049.to the IGSN71 gravity network.
 AW1049
 AW1049;                    North         East    Units  Estimated Accuracy
 AW1049;SPC TXSC     - 4,175,960.      995,310.      MT  (+/- 180 meters Scaled)
 AW1049
 AW1049                          SUPERSEDED SURVEY CONTROL
 AW1049
 AW1049  NGVD 29 (??/??/??)    1.254  (m)            4.11   (f) ADJUSTED    1 1
 AW1049
 AW1049.Superseded values are not recommended for survey control.
 AW1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1049.See file dsdata.txt to determine how the superseded data were derived.
 AW1049
 AW1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN128492(NAD 83)
 AW1049_MARKER: DB = BENCH MARK DISK
 AW1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1049_SP_SET: CULVERT
 AW1049_STAMPING: S 1219 1973
 AW1049_MARK LOGO: NGS   
 AW1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1049
 AW1049  HISTORY     - Date     Condition        Report By
 AW1049  HISTORY     - 1973     MONUMENTED       NGS
 AW1049  HISTORY     - 1976     GOOD             NGS
 AW1049  HISTORY     - 1976     GOOD             NGS
 AW1049  HISTORY     - 1978     GOOD             NGS
 AW1049  HISTORY     - 1983     GOOD             NGS
 AW1049  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1049  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1049  HISTORY     - 19891107 MARK NOT FOUND   USPSQD
 AW1049
 AW1049                          STATION DESCRIPTION
 AW1049
 AW1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1049'2.75 MI SW FROM TEXAS CITY.
 AW1049'2.1 MILES SOUTHWEST ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE
 AW1049'AT TEXAS CITY, THENCE 0.65 MILE SOUTHWEST ALONG THE TEXAS CITY
 AW1049'TERMINAL RAILROAD, AT THE ENTRANCE OF GATE 2 TO THE AMOCO CHEMICAL
 AW1049'CORP. PARKINT LOT, IN THE TOP AND 0.7 FOOT NORTH OF THE SOUTH END OF
 AW1049'THE WEST CONCRETE HEADWALL OF AN 18-INCH PIPE CULVERT, 195.4 FEET
 AW1049'NORTHWEST AND ACROSS FARM ROAD 519 FROM THE NORTHWEST RAIL, 41 FEET
 AW1049'NORTH OF THE CENTER LINE OF FARM ROAD 519, 20 FEET WEST OF THE CENTER
 AW1049'LINE OF THE ENTRANCE ROAD, AND ABOUT LEVEL WITH THE TRACK.
 AW1049
 AW1049                          STATION RECOVERY (1976)
 AW1049
 AW1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1049'RECOVERED IN GOOD CONDITION.
 AW1049
 AW1049                          STATION RECOVERY (1976)
 AW1049
 AW1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1049'RECOVERED IN GOOD CONDITION.
 AW1049
 AW1049                          STATION RECOVERY (1978)
 AW1049
 AW1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1049'RECOVERED IN GOOD CONDITION.
 AW1049
 AW1049                          STATION RECOVERY (1983)
 AW1049
 AW1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1049'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW A CITY
 AW1049'UTILITIES BUILDING (COATS WHITNEY BUILDING).
 AW1049
 AW1049                          STATION RECOVERY (1987)
 AW1049
 AW1049'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1049'MARK NOT FOUND.
 AW1049
 AW1049                          STATION RECOVERY (1987)
 AW1049
 AW1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1049'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
 AW1049
 AW1049                          STATION RECOVERY (1989)
 AW1049
 AW1049'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 AW1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1621 ***********************************************************************
 AX1621  DESIGNATION -  S 122
 AX1621  PID         -  AX1621
 AX1621  STATE/COUNTY-  TX/DE WITT
 AX1621  USGS QUAD   -  CONCRETE (1987)
 AX1621
 AX1621                         *CURRENT SURVEY CONTROL
 AX1621  ___________________________________________________________________
 AX1621* NAD 83(1986)-  29 08 20.     (N)    097 16 39.     (W)     SCALED    
 AX1621* NAVD 88     -        71.67   (+/-2cm)     235.1    (feet)  VERTCON   
 AX1621  ___________________________________________________________________
 AX1621  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1621
 AX1621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1621
 AX1621.The horizontal coordinates were scaled from a topographic map and have
 AX1621.an estimated accuracy of +/- 6 seconds.
 AX1621
 AX1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1621.The vertical order pertains to the NGVD 29 superseded value.
 AX1621
 AX1621.The geoid height was determined by GEOID03.
 AX1621
 AX1621;                    North         East    Units  Estimated Accuracy
 AX1621;SPC TXSC     - 4,145,920.      767,590.      MT  (+/- 180 meters Scaled)
 AX1621
 AX1621                          SUPERSEDED SURVEY CONTROL
 AX1621
 AX1621  NGVD 29 (??/??/92)   71.672  (m)          235.14   (f) ADJ UNCH    2 0
 AX1621
 AX1621.Superseded values are not recommended for survey control.
 AX1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1621.See file dsdata.txt to determine how the superseded data were derived.
 AX1621
 AX1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT675246(NAD 83)
 AX1621_MARKER: DB = BENCH MARK DISK
 AX1621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1621_SP_SET: ABUTMENT
 AX1621_STAMPING: S-122 1933
 AX1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1621
 AX1621  HISTORY     - Date     Condition        Report By
 AX1621  HISTORY     - 1933     MONUMENTED       CGS
 AX1621
 AX1621                          STATION DESCRIPTION
 AX1621
 AX1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1621'3.8 MI N FROM CUERO.
 AX1621'ALONG THE TEXAS AND NEW ORLEANS R.R. 5.3 MILES SOUTH OF EDGAR AND 2
 AX1621'POLES NORTH OF M.P. 132 IN THE EAST END OF THE SOUTH ABUTMENT OF
 AX1621'UNDERPASS OF THE CUERO-YOAKUM HIGHWAY U.S. 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4153 ***********************************************************************
 AW4153  DESIGNATION -  S 1220
 AW4153  PID         -  AW4153
 AW4153  STATE/COUNTY-  TX/BRAZORIA
 AW4153  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4153
 AW4153                         *CURRENT SURVEY CONTROL
 AW4153  ___________________________________________________________________
 AW4153* NAD 83(1986)-  29 13 49.     (N)    095 41 56.     (W)     SCALED    
 AW4153* NAVD 88     -        13.91   (+/-2cm)      45.6    (feet)  VERTCON   
 AW4153  ___________________________________________________________________
 AW4153  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW4153
 AW4153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4153
 AW4153.The horizontal coordinates were scaled from a topographic map and have
 AW4153.an estimated accuracy of +/- 6 seconds.
 AW4153
 AW4153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4153.The vertical order pertains to the NGVD 29 superseded value.
 AW4153
 AW4153.The geoid height was determined by GEOID03.
 AW4153
 AW4153;                    North         East    Units  Estimated Accuracy
 AW4153;SPC TXSC     - 4,159,350.      920,860.      MT  (+/- 180 meters Scaled)
 AW4153
 AW4153                          SUPERSEDED SURVEY CONTROL
 AW4153
 AW4153  NGVD 29 (??/??/92)   13.917  (m)           45.66   (f) ADJ UNCH    2 0
 AW4153
 AW4153.Superseded values are not recommended for survey control.
 AW4153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4153.See file dsdata.txt to determine how the superseded data were derived.
 AW4153
 AW4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN376365(NAD 83)
 AW4153_MARKER: DB = BENCH MARK DISK
 AW4153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4153_SP_SET: CULVERT
 AW4153_STAMPING: S 1220 1973
 AW4153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4153
 AW4153  HISTORY     - Date     Condition        Report By
 AW4153  HISTORY     - 1973     MONUMENTED       NGS
 AW4153  HISTORY     - 1987     GOOD             USPSQD
 AW4153  HISTORY     - 1987     GOOD             USPSQD
 AW4153  HISTORY     - 1988     GOOD             USPSQD
 AW4153  HISTORY     - 1989     GOOD             USPSQD
 AW4153  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4153
 AW4153                          STATION DESCRIPTION
 AW4153
 AW4153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4153'4.6 MI SE FROM DAMON.
 AW4153'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 AW4153'MULCAHY STREET AT DAMON, AT THE JUNCTION OF A SHELL ROAD, 25 FEET
 AW4153'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTHEAST OF THE
 AW4153'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT, 33
 AW4153'FEET NORTH OF THE CENTER LINE OF THE SHELL ROAD, AND ABOUT LEVEL WITH
 AW4153'THE HIGHWAY.
 AW4153
 AW4153                          STATION RECOVERY (1987)
 AW4153
 AW4153'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4153'RECOVERED IN GOOD CONDITION.
 AW4153
 AW4153                          STATION RECOVERY (1987)
 AW4153
 AW4153'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4153'RECOVERED IN GOOD CONDITION.
 AW4153
 AW4153                          STATION RECOVERY (1988)
 AW4153
 AW4153'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4153'RECOVERED IN GOOD CONDITION.
 AW4153
 AW4153                          STATION RECOVERY (1989)
 AW4153
 AW4153'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4153'RECOVERED IN GOOD CONDITION.
 AW4153
 AW4153                          STATION RECOVERY (1994)
 AW4153
 AW4153'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0677 ***********************************************************************
 BM0677  DESIGNATION -  S 1221
 BM0677  PID         -  BM0677
 BM0677  STATE/COUNTY-  TX/TRAVIS
 BM0677  USGS QUAD   -  MONTOPOLIS (1988)
 BM0677
 BM0677                         *CURRENT SURVEY CONTROL
 BM0677  ___________________________________________________________________
 BM0677* NAD 83(1986)-  30 13 17.     (N)    097 41 00.     (W)     SCALED    
 BM0677* NAVD 88     -       150.436  (meters)     493.56   (feet)  ADJUSTED  
 BM0677  ___________________________________________________________________
 BM0677  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BM0677  DYNAMIC HT  -         150.232 (meters)     492.89  (feet)  COMP
 BM0677  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 BM0677
 BM0677  VERT ORDER  -  FIRST     CLASS I
 BM0677
 BM0677.The horizontal coordinates were scaled from a topographic map and have
 BM0677.an estimated accuracy of +/- 6 seconds.
 BM0677
 BM0677.The orthometric height was determined by differential leveling
 BM0677.and adjusted by the National Geodetic Survey in June 1991..
 BM0677.WARNING-Repeat measurements at this control monument indicate possible
 BM0677.vertical movement.
 BM0677
 BM0677.The geoid height was determined by GEOID03.
 BM0677
 BM0677.The dynamic height is computed by dividing the NAVD 88
 BM0677.geopotential number by the normal gravity value computed on the
 BM0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0677.degrees latitude (g = 980.6199 gals.).
 BM0677
 BM0677.The modeled gravity was interpolated from observed gravity values.
 BM0677
 BM0677;                    North         East    Units  Estimated Accuracy
 BM0677;SPC TX C     - 3,064,530.      955,090.      MT  (+/- 180 meters Scaled)
 BM0677
 BM0677                          SUPERSEDED SURVEY CONTROL
 BM0677
 BM0677  NGVD 29 (??/??/92)  150.353  (m)          493.28   (f) ADJ UNCH    1 1
 BM0677
 BM0677.Superseded values are not recommended for survey control.
 BM0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0677.See file dsdata.txt to determine how the superseded data were derived.
 BM0677
 BM0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU267440(NAD 83)
 BM0677_MARKER: DB = BENCH MARK DISK
 BM0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0677_SP_SET: ABUTMENT
 BM0677_STAMPING: S 1221 1973
 BM0677_MARK LOGO: NGS   
 BM0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0677
 BM0677  HISTORY     - Date     Condition        Report By
 BM0677  HISTORY     - 1973     MONUMENTED       NGS
 BM0677  HISTORY     - 1978     GOOD             NGS
 BM0677  HISTORY     - 1981     GOOD             NGS
 BM0677  HISTORY     - 1990     GOOD             USPSQD
 BM0677  HISTORY     - 19910208 GOOD             USPSQD
 BM0677  HISTORY     - 19951015 GOOD             USPSQD
 BM0677  HISTORY     - 20050226 GOOD             USPSQD
 BM0677
 BM0677                          STATION DESCRIPTION
 BM0677
 BM0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0677'1.65 MI NW FROM DEL VALLE.
 BM0677'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 71 FROM THE MAIN
 BM0677'ENTRANCE OF PRESIDENTIAL BLVD. UNDERPASS TO BERGSTROM AIRFORCE BASE AT
 BM0677'DEL VALLE AT THE MOST SOUTHERLY ONE OF THE TWO CONCRETE OVERPASSES
 BM0677'OVER THE U.S. HIGHWAY 183, 29.0 FEET SOUTH OF THE CENTER LINE OF THE
 BM0677'EAST BOUND LANE OF STATE HIGHWAY 71, SET IN TOP OF THE SOUTH END OF
 BM0677'THE WEST CONCRETE ABUTMENT, 0.6 FEET WEST OF THE WEST END OF A STEEL
 BM0677'GUARD RAIL, 1.1 MILES NORTHEAST OF THE BENCH MARK R 1221.  NOTE-- THIS
 BM0677'MARK IS ALSO 1.7 MILES SOUTH OF THE SOUTH END OF THE CONCRETE BRIDGE
 BM0677'OVER THE COLORADO RIVER AT MONTOPOLIS.  THE MARK IS ABOUT LEVEL WITH
 BM0677'THE HIGHWAY.
 BM0677
 BM0677                          STATION RECOVERY (1978)
 BM0677
 BM0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0677'RECOVERED IN GOOD CONDITION.
 BM0677
 BM0677                          STATION RECOVERY (1981)
 BM0677
 BM0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BM0677'RECOVERED IN GOOD CONDITION.
 BM0677
 BM0677                          STATION RECOVERY (1990)
 BM0677
 BM0677'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0677'RECOVERED IN GOOD CONDITION.
 BM0677
 BM0677                          STATION RECOVERY (1991)
 BM0677
 BM0677'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0677'RECOVERED IN GOOD CONDITION.
 BM0677
 BM0677                          STATION RECOVERY (1995)
 BM0677
 BM0677'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0677'RECOVERED IN GOOD CONDITION.
 BM0677
 BM0677                          STATION RECOVERY (2005)
 BM0677
 BM0677'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMW)
 BM0677'RECOVERED 0.5 FEET WEST OF MOST WESTERLY EXPANSION JOINT OF OVERPASS,
 BM0677'ON SOUTH EDGE OF OVERPASS.
 BM0677'MONUMENT IS LEVEL WITH HIGHWAY.
 BM0677'STEEL GUARD RAIL CONTINUES TO THE WEST OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0639 ***********************************************************************
 BM0639  DESIGNATION -  S 1222
 BM0639  PID         -  BM0639
 BM0639  STATE/COUNTY-  TX/TRAVIS
 BM0639  USGS QUAD   -  OAK HILL (1988)
 BM0639
 BM0639                         *CURRENT SURVEY CONTROL
 BM0639  ___________________________________________________________________
 BM0639* NAD 83(1986)-  30 14 16.     (N)    097 47 19.     (W)     SCALED    
 BM0639* NAVD 88     -       213.458  (meters)     700.32   (feet)  ADJUSTED  
 BM0639  ___________________________________________________________________
 BM0639  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BM0639  DYNAMIC HT  -         213.165 (meters)     699.36  (feet)  COMP
 BM0639  MODELED GRAV-     979,265.5   (mgal)                       NAVD 88
 BM0639
 BM0639  VERT ORDER  -  FIRST     CLASS I
 BM0639
 BM0639.The horizontal coordinates were scaled from a topographic map and have
 BM0639.an estimated accuracy of +/- 6 seconds.
 BM0639
 BM0639.The orthometric height was determined by differential leveling
 BM0639.and adjusted by the National Geodetic Survey in June 1991..
 BM0639
 BM0639.The geoid height was determined by GEOID03.
 BM0639
 BM0639.The dynamic height is computed by dividing the NAVD 88
 BM0639.geopotential number by the normal gravity value computed on the
 BM0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0639.degrees latitude (g = 980.6199 gals.).
 BM0639
 BM0639.The modeled gravity was interpolated from observed gravity values.
 BM0639
 BM0639;                    North         East    Units  Estimated Accuracy
 BM0639;SPC TX C     - 3,066,110.      944,920.      MT  (+/- 180 meters Scaled)
 BM0639
 BM0639                          SUPERSEDED SURVEY CONTROL
 BM0639
 BM0639  NGVD 29 (??/??/92)  213.380  (m)          700.06   (f) ADJ UNCH    1 1
 BM0639
 BM0639.Superseded values are not recommended for survey control.
 BM0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0639.See file dsdata.txt to determine how the superseded data were derived.
 BM0639
 BM0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU165457(NAD 83)
 BM0639_MARKER: DB = BENCH MARK DISK
 BM0639_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0639_SP_SET: 8.0 FT
 BM0639_STAMPING: S 1222 1973
 BM0639_MARK LOGO: NGS   
 BM0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0639
 BM0639  HISTORY     - Date     Condition        Report By
 BM0639  HISTORY     - 1973     MONUMENTED       NGS
 BM0639  HISTORY     - 1980     GOOD             NGS
 BM0639  HISTORY     - 1983     GOOD             USPSQD
 BM0639  HISTORY     - 1989     GOOD             USPSQD
 BM0639  HISTORY     - 1989     GOOD             USPSQD
 BM0639  HISTORY     - 1989     GOOD             USPSQD
 BM0639  HISTORY     - 1990     GOOD             USPSQD
 BM0639  HISTORY     - 19910116 GOOD             USPSQD
 BM0639  HISTORY     - 19950624 GOOD             USPSQD
 BM0639  HISTORY     - 20030201 POOR             USPSQD
 BM0639
 BM0639                          STATION DESCRIPTION
 BM0639
 BM0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0639'2.85 MI SW FROM AUSTIN.
 BM0639'ABOUT 2.85 MILES SOUTHWEST ALONG SOUTH LAMAR BLVD. AND THE U.S.
 BM0639'HIGHWAY 290 - LOOP ROAD 343 FROM THE SOUTH END OF A CONCRETE BRIDGE
 BM0639'OVER THE COLORADO RIVER AT AUSTIN, 118 YARDS PACED SOUTHEAST OF THE
 BM0639'CENTER LINE OF THE SOUTH LAMAR BLVD. AT THE NORTH CORNER OF A CHAIN
 BM0639'LINK FENCE AROUND THE T.N. PORTER HIGH SCHOOL, 28.5 FEET SOUTHEAST OF
 BM0639'THE CENTER LINE OF VICTORY DRIVE, 31.0 FEET SOUTHWEST OF THE CENTER
 BM0639'LINE OF PANTHER TR, 5.0 FEET SOUTHWEST OF A PIPE CORNER POST, 0.8 FEET
 BM0639'NORTHWEST OF A CHAIN LINK FENCE, 0.5 FEET NORTHEAST OF A METAL WITNESS
 BM0639'POST, ABOUT 1.0 FEET ABOVE THE STREET AND IS A DISK ON TOP OF A COPPER
 BM0639'COATED STEEL ROD FLUSH WITH THE GROUND PROTECTED BY A 6-INCH IRON PIPE
 BM0639'PROJECTING 4-INCHES.  THE ROD WAS DRIVEN TO A REFUSAL OF 8.0 FEET.
 BM0639
 BM0639                          STATION RECOVERY (1980)
 BM0639
 BM0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0639'RECOVERED IN GOOD CONDITION.
 BM0639
 BM0639                          STATION RECOVERY (1983)
 BM0639
 BM0639'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0639'RECOVERED IN GOOD CONDITION.
 BM0639
 BM0639                          STATION RECOVERY (1989)
 BM0639
 BM0639'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0639'RECOVERED IN GOOD CONDITION.
 BM0639
 BM0639                          STATION RECOVERY (1989)
 BM0639
 BM0639'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0639'RECOVERED IN GOOD CONDITION.
 BM0639
 BM0639                          STATION RECOVERY (1989)
 BM0639
 BM0639'RECOVERY NOTE BY US POWER SQUADRON 1989 (HWB)
 BM0639'RECOVERED IN GOOD CONDITION.
 BM0639
 BM0639                          STATION RECOVERY (1990)
 BM0639
 BM0639'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0639'RECOVERED IN GOOD CONDITION.
 BM0639
 BM0639                          STATION RECOVERY (1991)
 BM0639
 BM0639'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0639'RECOVERED IN GOOD CONDITION.
 BM0639
 BM0639                          STATION RECOVERY (1995)
 BM0639
 BM0639'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0639'RECOVERED IN GOOD CONDITION.
 BM0639
 BM0639                          STATION RECOVERY (2003)
 BM0639
 BM0639'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0639'THE BENT ROD PROTRUDES .7 FT ABOVE THE GROUND WITH IRON PIPE CASING
 BM0639'MISSING.  CAP IS STILL ATTACHED TO ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0022 ***********************************************************************
 AX0022  DESIGNATION -  S 1223
 AX0022  PID         -  AX0022
 AX0022  STATE/COUNTY-  TX/AUSTIN
 AX0022  USGS QUAD   -  SEALY (1981)
 AX0022
 AX0022                         *CURRENT SURVEY CONTROL
 AX0022  ___________________________________________________________________
 AX0022* NAD 83(1986)-  29 47 12.     (N)    096 11 13.     (W)     SCALED    
 AX0022* NAVD 88     -        67.625  (meters)     221.87   (feet)  ADJUSTED  
 AX0022  ___________________________________________________________________
 AX0022  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0022  DYNAMIC HT  -          67.532 (meters)     221.56  (feet)  COMP
 AX0022  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 AX0022  OBS GRAVITY -     979,268.1   (mgal)                       GRAV_OBS
 AX0022
 AX0022  VERT ORDER  -  FIRST     CLASS I
 AX0022
 AX0022.The horizontal coordinates were scaled from a topographic map and have
 AX0022.an estimated accuracy of +/- 6 seconds.
 AX0022
 AX0022.The orthometric height was determined by differential leveling
 AX0022.and adjusted by the National Geodetic Survey in June 1991..
 AX0022
 AX0022.The geoid height was determined by GEOID03.
 AX0022
 AX0022.The dynamic height is computed by dividing the NAVD 88
 AX0022.geopotential number by the normal gravity value computed on the
 AX0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0022.degrees latitude (g = 980.6199 gals.).
 AX0022
 AX0022.The modeled gravity was interpolated from observed gravity values.
 AX0022.The observed gravity was obtained from relative gravimeter ties
 AX0022.to the IGSN71 gravity network.
 AX0022
 AX0022;                    North         East    Units  Estimated Accuracy
 AX0022;SPC TXSC     - 4,219,750.      871,950.      MT  (+/- 180 meters Scaled)
 AX0022
 AX0022                          SUPERSEDED SURVEY CONTROL
 AX0022
 AX0022  NGVD 29 (12/23/87)   67.601  (m)          221.79   (f) ADJUSTED    1 1
 AX0022
 AX0022.Superseded values are not recommended for survey control.
 AX0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0022.See file dsdata.txt to determine how the superseded data were derived.
 AX0022
 AX0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT719984(NAD 83)
 AX0022_MARKER: DB = BENCH MARK DISK
 AX0022_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0022_SP_SET: COPPER-CLAD STEEL ROD
 AX0022_STAMPING: S 1223 1973
 AX0022_MARK LOGO: NGS   
 AX0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0022
 AX0022  HISTORY     - Date     Condition        Report By
 AX0022  HISTORY     - 1973     MONUMENTED       NGS
 AX0022  HISTORY     - 1976     GOOD             NGS
 AX0022  HISTORY     - 1976     GOOD             NGS
 AX0022  HISTORY     - 1978     GOOD             NGS
 AX0022  HISTORY     - 1986     GOOD             NGS
 AX0022  HISTORY     - 19991024 GOOD             USPSQD
 AX0022
 AX0022                          STATION DESCRIPTION
 AX0022
 AX0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0022'1.75 MI W FROM SEALY.
 AX0022'1.75 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0022'CROSSING OF STATE HIGHWAY 36 AT SEALY, AT THE CROSSING OF FARM ROAD
 AX0022'2187, 47.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 70 1/2 FEET SOUTHEAST
 AX0022'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTHWEST OF POWER POLE NO.
 AX0022'24 WITH 2 GUY WIRES, 1.4 FEET NORTHWEST OF A FENCE, 1.5 FEET NORTH OF
 AX0022'A FENCE CORNER POST, 1.8 NORTHEAST OF A WITNESS POST, 60.8 FEET EAST
 AX0022'OF THE SOUTHEAST END OF A 36-INCH CONCRETE PIPE CULVERT, A DISK ON THE
 AX0022'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A
 AX0022'DEPTH OF 13 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AX0022'CONCRETE POST THAT PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AX0022
 AX0022                          STATION RECOVERY (1976)
 AX0022
 AX0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0022'RECOVERED IN GOOD CONDITION.
 AX0022
 AX0022                          STATION RECOVERY (1976)
 AX0022
 AX0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0022'RECOVERED IN GOOD CONDITION.
 AX0022
 AX0022                          STATION RECOVERY (1978)
 AX0022
 AX0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0022'RECOVERED IN GOOD CONDITION.
 AX0022
 AX0022                          STATION RECOVERY (1986)
 AX0022
 AX0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0022'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0022'ADD--AT THE CROSSING OF FM ROAD 2187, 0.6 METER (2.0 FT)
 AX0022'WEST-NORTHWEST OF A FENCE CORNER, 0.3 METER (1.0 FT) SOUTH OF A POWER
 AX0022'POLE WITH A TRANSFORMER.
 AX0022'THE MARK IS 0.76 METERS  N FROM  A WITNESS POST
 AX0022
 AX0022                          STATION RECOVERY (1999)
 AX0022
 AX0022'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0523 ***********************************************************************
 BM0523  DESIGNATION -  S 1225
 BM0523  PID         -  BM0523
 BM0523  STATE/COUNTY-  TX/BASTROP
 BM0523  USGS QUAD   -  BASTROP (1982)
 BM0523
 BM0523                         *CURRENT SURVEY CONTROL
 BM0523  ___________________________________________________________________
 BM0523* NAD 83(1986)-  30 06 40.     (N)    097 21 18.     (W)     SCALED    
 BM0523* NAVD 88     -       112.512  (meters)     369.13   (feet)  ADJUSTED  
 BM0523  ___________________________________________________________________
 BM0523  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0523  DYNAMIC HT  -         112.360 (meters)     368.63  (feet)  COMP
 BM0523  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 BM0523
 BM0523  VERT ORDER  -  FIRST     CLASS I
 BM0523
 BM0523.The horizontal coordinates were scaled from a topographic map and have
 BM0523.an estimated accuracy of +/- 6 seconds.
 BM0523
 BM0523.The orthometric height was determined by differential leveling
 BM0523.and adjusted by the National Geodetic Survey in June 1991..
 BM0523
 BM0523.The geoid height was determined by GEOID03.
 BM0523
 BM0523.The dynamic height is computed by dividing the NAVD 88
 BM0523.geopotential number by the normal gravity value computed on the
 BM0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0523.degrees latitude (g = 980.6199 gals.).
 BM0523
 BM0523.The modeled gravity was interpolated from observed gravity values.
 BM0523
 BM0523;                    North         East    Units  Estimated Accuracy
 BM0523;SPC TX C     - 3,053,110.      987,010.      MT  (+/- 180 meters Scaled)
 BM0523
 BM0523                          SUPERSEDED SURVEY CONTROL
 BM0523
 BM0523  NGVD 29 (??/??/92)  112.448  (m)          368.92   (f) ADJ UNCH    1 1
 BM0523
 BM0523.Superseded values are not recommended for survey control.
 BM0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0523.See file dsdata.txt to determine how the superseded data were derived.
 BM0523
 BM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU584322(NAD 83)
 BM0523_MARKER: DB = BENCH MARK DISK
 BM0523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0523_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0523_STAMPING: S 1225 1973
 BM0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0523
 BM0523  HISTORY     - Date     Condition        Report By
 BM0523  HISTORY     - 1973     MONUMENTED       NGS
 BM0523  HISTORY     - 1978     GOOD             NGS
 BM0523  HISTORY     - 1987     GOOD             USPSQD
 BM0523  HISTORY     - 1989     GOOD             USPSQD
 BM0523  HISTORY     - 1990     GOOD             USPSQD
 BM0523  HISTORY     - 1991     GOOD             USPSQD
 BM0523  HISTORY     - 19951226 GOOD             USPSQD
 BM0523  HISTORY     - 19990522 GOOD             USPSQD
 BM0523  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 BM0523
 BM0523                          STATION DESCRIPTION
 BM0523
 BM0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0523'2.45 MI W FROM BASTROP.
 BM0523'ABOUT 0.3 MILES SOUTH ALONG PECAN STREET FROM THE COUNTY COURTHOUSE AT
 BM0523'BASTROP, THENCE 2.15 MILES WEST ALONG STATE HIGHWAY 71, AT THE
 BM0523'JUNCTION OF STATE HIGHWAY 304 LEADING SOUTH, 219.0 FEET SOUTH OF THE
 BM0523'CENTER LINE OF THE SOUTH LANE OF STATE HIGHWAY 71, 99.0 FEET WEST OF
 BM0523'THE CENTER LINE OF STATE HIGHWAY 304, 51.8 FEET NORTH WEST OF A POWER
 BM0523'POLE BRACED BY 4 GUY WIRES, 1.5 FEET NORTH EAST OF A FENCE LINE
 BM0523'FORMING A OFFSET 0.5 MILES EAST OF BENCH MARK R 1225, 0.6 FEET
 BM0523'SOUTHWEST OF A METAL WITNESS POST AND IS A DISK ON TOP OF A 4 FOOT
 BM0523'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 BM0523'LEVEL WITH THE SURFACE OF THE GROUND AND ENCASED IN A 6 INCH IRON PIPE
 BM0523'FLUSH WITH THE GROUND.
 BM0523
 BM0523                          STATION RECOVERY (1978)
 BM0523
 BM0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0523'RECOVERED IN GOOD CONDITION.
 BM0523
 BM0523                          STATION RECOVERY (1987)
 BM0523
 BM0523'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 BM0523'RECOVERED IN GOOD CONDITION.
 BM0523
 BM0523                          STATION RECOVERY (1989)
 BM0523
 BM0523'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0523'RECOVERED IN GOOD CONDITION.
 BM0523
 BM0523                          STATION RECOVERY (1990)
 BM0523
 BM0523'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0523'RECOVERED IN GOOD CONDITION.
 BM0523
 BM0523                          STATION RECOVERY (1991)
 BM0523
 BM0523'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0523'RECOVERED IN GOOD CONDITION.
 BM0523
 BM0523                          STATION RECOVERY (1995)
 BM0523
 BM0523'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0523'RECOVERED IN GOOD CONDITION.
 BM0523
 BM0523                          STATION RECOVERY (1999)
 BM0523
 BM0523'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0523'RECOVERED IN GOOD CONDITION.
 BM0523
 BM0523                          STATION RECOVERY (2004)
 BM0523
 BM0523'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVS)
 BM0523'CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1015 ***********************************************************************
 AW1015  DESIGNATION -  S 1226
 AW1015  PID         -  AW1015
 AW1015  STATE/COUNTY-  TX/HARRIS
 AW1015  USGS QUAD   -  LEAGUE CITY (1995)
 AW1015
 AW1015                         *CURRENT SURVEY CONTROL
 AW1015  ___________________________________________________________________
 AW1015* NAD 83(1986)-  29 33 06.     (N)    095 05 41.     (W)     SCALED    
 AW1015* NAVD 88     -         4.566  (meters)      14.98   (feet)  ADJUSTED  
 AW1015  ___________________________________________________________________
 AW1015  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1015  DYNAMIC HT  -           4.560 (meters)      14.96  (feet)  COMP
 AW1015  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 AW1015
 AW1015  VERT ORDER  -  FIRST     CLASS I
 AW1015
 AW1015.The horizontal coordinates were scaled from a topographic map and have
 AW1015.an estimated accuracy of +/- 6 seconds.
 AW1015
 AW1015.The orthometric height was determined by differential leveling
 AW1015.and adjusted by the National Geodetic Survey in June 1991..
 AW1015
 AW1015.The geoid height was determined by GEOID03.
 AW1015
 AW1015.The dynamic height is computed by dividing the NAVD 88
 AW1015.geopotential number by the normal gravity value computed on the
 AW1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1015.degrees latitude (g = 980.6199 gals.).
 AW1015
 AW1015.The modeled gravity was interpolated from observed gravity values.
 AW1015
 AW1015;                    North         East    Units  Estimated Accuracy
 AW1015;SPC TXSC     - 4,196,760.      978,370.      MT  (+/- 180 meters Scaled)
 AW1015
 AW1015                          SUPERSEDED SURVEY CONTROL
 AW1015
 AW1015  NGVD 29 (12/23/87)    4.563  (m)           14.97   (f) ADJUSTED    1 1
 AW1015
 AW1015.Superseded values are not recommended for survey control.
 AW1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1015.See file dsdata.txt to determine how the superseded data were derived.
 AW1015
 AW1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN970709(NAD 83)
 AW1015_MARKER: DB = BENCH MARK DISK
 AW1015_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1015_SP_SET: COPPER-CLAD STEEL ROD
 AW1015_STAMPING: S 1226 1976
 AW1015_MARK LOGO: NGS   
 AW1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1015
 AW1015  HISTORY     - Date     Condition        Report By
 AW1015  HISTORY     - 1976     MONUMENTED       NGS
 AW1015  HISTORY     - 1978     GOOD             NGS
 AW1015  HISTORY     - 1983     GOOD             NGS
 AW1015  HISTORY     - 1987     GOOD             NGS
 AW1015  HISTORY     - 1988     GOOD             USPSQD
 AW1015  HISTORY     - 1989     GOOD             USPSQD
 AW1015  HISTORY     - 1989     GOOD             USPSQD
 AW1015  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1015
 AW1015                          STATION DESCRIPTION
 AW1015
 AW1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1015'IN JMC.
 AW1015'ABOUT 0.15 MI NE ALONG SECOND STREET (MAIN ENTRANCE) FROM THE JUNCTION
 AW1015'OF NASA 1, JUST INSIDE OF CHAIN LINK FENCE, 65 FEET WEST OF THE
 AW1015'CENTER LINE OF SECOND STREET, 77 FEET SW OF THE END OF THE WEST
 AW1015'GUARDRAIL OF A BRIDGE OVER A DRAINAGE CANAL, 3 FEET EAST OF A YELLOW
 AW1015'6-INCH IRON FENCE POST, 1 FT NORTH OF A CHAIN LINK FENCE.  ROD WAS
 AW1015'DRIVEN TO GRADUAL REFUSAL.
 AW1015
 AW1015                          STATION RECOVERY (1978)
 AW1015
 AW1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1015'RECOVERED IN GOOD CONDITION.
 AW1015
 AW1015                          STATION RECOVERY (1983)
 AW1015
 AW1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1015'RECOVERED IN GOOD CONDITION.
 AW1015
 AW1015                          STATION RECOVERY (1987)
 AW1015
 AW1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1015'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1015'EXCEPT ADD
 AW1015'THE MARK IS 0.30 METERS  NNE FROM  A WITNESS POST
 AW1015
 AW1015                          STATION RECOVERY (1988)
 AW1015
 AW1015'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1015'RECOVERED IN GOOD CONDITION.
 AW1015
 AW1015                          STATION RECOVERY (1989)
 AW1015
 AW1015'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1015'RECOVERED IN GOOD CONDITION.
 AW1015
 AW1015                          STATION RECOVERY (1989)
 AW1015
 AW1015'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW1015'RECOVERED IN GOOD CONDITION.
 AW1015
 AW1015                          STATION RECOVERY (1993)
 AW1015
 AW1015'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0666 ***********************************************************************
 AN0666  DESIGNATION -  S 123
 AN0666  PID         -  AN0666
 AN0666  STATE/COUNTY-  TX/VICTORIA
 AN0666  USGS QUAD   -  VICTORIA EAST (1995)
 AN0666
 AN0666                         *CURRENT SURVEY CONTROL
 AN0666  ___________________________________________________________________
 AN0666* NAD 83(1986)-  28 46 58.     (N)    096 58 16.     (W)     SCALED    
 AN0666* NAVD 88     -        24.83   (+/-2cm)      81.5    (feet)  VERTCON   
 AN0666  ___________________________________________________________________
 AN0666  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0666
 AN0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0666
 AN0666.The horizontal coordinates were scaled from a topographic map and have
 AN0666.an estimated accuracy of +/- 6 seconds.
 AN0666
 AN0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0666.The vertical order pertains to the NGVD 29 superseded value.
 AN0666
 AN0666.The geoid height was determined by GEOID03.
 AN0666
 AN0666;                    North         East    Units  Estimated Accuracy
 AN0666;SPC TXSC     - 4,106,940.      798,080.      MT  (+/- 180 meters Scaled)
 AN0666
 AN0666                          SUPERSEDED SURVEY CONTROL
 AN0666
 AN0666  NGVD 29 (??/??/92)   24.92   (m)           81.8    (f) COMPUTED    2 0
 AN0666
 AN0666.Superseded values are not recommended for survey control.
 AN0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0666.See file dsdata.txt to determine how the superseded data were derived.
 AN0666
 AN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS980856(NAD 83)
 AN0666_MARKER: DB = BENCH MARK DISK
 AN0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0666_SP_SET: CULVERT
 AN0666_STAMPING: S-123 1933
 AN0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0666
 AN0666  HISTORY     - Date     Condition        Report By
 AN0666  HISTORY     - 1933     MONUMENTED       CGS
 AN0666
 AN0666                          STATION DESCRIPTION
 AN0666
 AN0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN0666'2.4 MI SE FROM VICTORIA.
 AN0666'ALONG THE TEXAS AND NEW ORLEANS R.R. ONE POLE SOUTH OF M.P. 25 IN THE
 AN0666'SOUTH END OF THE EAST ABUTMENT OF 3-SPAN CONCRETE BOX CULVERT OPPOSITE
 AN0666'R.R. TRESTLE 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0316 ***********************************************************************
 EM0316  DESIGNATION -  S 123
 EM0316  PID         -  EM0316
 EM0316  STATE/COUNTY-  TX/WILBARGER
 EM0316  USGS QUAD   -  ODELL (1985)
 EM0316
 EM0316                         *CURRENT SURVEY CONTROL
 EM0316  ___________________________________________________________________
 EM0316* NAD 83(1986)-  34 17 56.     (N)    099 29 42.     (W)     SCALED    
 EM0316* NAVD 88     -       419.714  (meters)    1377.01   (feet)  ADJUSTED  
 EM0316  ___________________________________________________________________
 EM0316  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EM0316  DYNAMIC HT  -         419.243 (meters)    1375.47  (feet)  COMP
 EM0316  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 EM0316
 EM0316  VERT ORDER  -  SECOND    CLASS 0
 EM0316
 EM0316.The horizontal coordinates were scaled from a topographic map and have
 EM0316.an estimated accuracy of +/- 6 seconds.
 EM0316
 EM0316.The orthometric height was determined by differential leveling
 EM0316.and adjusted by the National Geodetic Survey in June 1991..
 EM0316
 EM0316.The geoid height was determined by GEOID03.
 EM0316
 EM0316.The dynamic height is computed by dividing the NAVD 88
 EM0316.geopotential number by the normal gravity value computed on the
 EM0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0316.degrees latitude (g = 980.6199 gals.).
 EM0316
 EM0316.The modeled gravity was interpolated from observed gravity values.
 EM0316
 EM0316;                    North         East    Units  Estimated Accuracy
 EM0316;SPC TXNC     - 2,292,350.      508,390.      MT  (+/- 180 meters Scaled)
 EM0316
 EM0316                          SUPERSEDED SURVEY CONTROL
 EM0316
 EM0316  NGVD 29 (??/??/92)  419.563  (m)         1376.52   (f) ADJ UNCH    2 0
 EM0316
 EM0316.Superseded values are not recommended for survey control.
 EM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0316.See file dsdata.txt to determine how the superseded data were derived.
 EM0316
 EM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC544954(NAD 83)
 EM0316_MARKER: DB = BENCH MARK DISK
 EM0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0316_STAMPING: S 123 1961
 EM0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0316+STABILITY: SURFACE MOTION
 EM0316
 EM0316  HISTORY     - Date     Condition        Report By
 EM0316  HISTORY     - 1961     MONUMENTED       CGS
 EM0316  HISTORY     - 1982     GOOD             LOCSUR
 EM0316
 EM0316                          STATION DESCRIPTION
 EM0316
 EM0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0316'4.0 MI NE FROM CHILLICOTHE.
 EM0316'4.0 MILES NORTH AND EAST ALONG FARM ROAD 91 FROM THE JUNCTION OF U.S.
 EM0316'HIGHWAY 287 AND FARM ROAD 91 IN CHILLICOTHE, 35 FEET NORTH OF THE
 EM0316'CENTER OF THE HIGHWAY, 24 FEET WEST OF DIRT ROAD, 3 FEET EAST OF POWER
 EM0316'POLE, 1 FOOT EAST OF WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EM0316'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 EM0316
 EM0316                          STATION RECOVERY (1982)
 EM0316
 EM0316'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 EM0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0667 ***********************************************************************
 AN0667  DESIGNATION -  S 123 RESET 1959
 AN0667  PID         -  AN0667
 AN0667  STATE/COUNTY-  TX/VICTORIA
 AN0667  USGS QUAD   -  VICTORIA EAST (1995)
 AN0667
 AN0667                         *CURRENT SURVEY CONTROL
 AN0667  ___________________________________________________________________
 AN0667* NAD 83(1986)-  28 46 58.     (N)    096 58 16.     (W)     SCALED    
 AN0667* NAVD 88     -        23.23   (+/-2cm)      76.2    (feet)  VERTCON   
 AN0667  ___________________________________________________________________
 AN0667  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0667
 AN0667  VERT ORDER  -  THIRD (See Below)
 AN0667
 AN0667.The horizontal coordinates were scaled from a topographic map and have
 AN0667.an estimated accuracy of +/- 6 seconds.
 AN0667
 AN0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0667.The vertical order pertains to the NGVD 29 superseded value.
 AN0667
 AN0667.The geoid height was determined by GEOID03.
 AN0667
 AN0667;                    North         East    Units  Estimated Accuracy
 AN0667;SPC TXSC     - 4,106,940.      798,080.      MT  (+/- 180 meters Scaled)
 AN0667
 AN0667                          SUPERSEDED SURVEY CONTROL
 AN0667
 AN0667  NGVD 29 (??/??/??)   23.32   (m)           76.5    (f) RESET       3  
 AN0667
 AN0667.Superseded values are not recommended for survey control.
 AN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0667.See file dsdata.txt to determine how the superseded data were derived.
 AN0667
 AN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS980856(NAD 83)
 AN0667_MARKER: DB = BENCH MARK DISK
 AN0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0667_STAMPING: S 123 RESET 1959
 AN0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0667+STABILITY: SURFACE MOTION
 AN0667
 AN0667  HISTORY     - Date     Condition        Report By
 AN0667  HISTORY     - 1959     MONUMENTED       CGS
 AN0667  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0667
 AN0667                          STATION DESCRIPTION
 AN0667
 AN0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN0667'2.1 MI SE FROM VICTORIA.
 AN0667'ABOUT 2.1 MILES SOUTHEAST ALONG THE T. AND N.O.R.R. AND HIGHWAY NO. 87
 AN0667'FROM THE STATION, ABOUT 50 YARDS SE OF MP NO. 25, 2 POLES SOUTHEAST OF
 AN0667'THE STREET CROSSING THE TRACKS TO THE VICTORIA IRON AND METAL CO.
 AN0667'PLANT AND 50 YARDS NORTHEAST OF A CONCRETE CULVERT.  IT IS 5 FEET EAST
 AN0667'OF A TELEGRAPH POLE.  A STANDARD DISK STAMPED S 123 RESET 1959 IN A
 AN0667'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 AN0667
 AN0667                          STATION RECOVERY (1990)
 AN0667
 AN0667'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0726 ***********************************************************************
 CD0726  DESIGNATION -  S 1235
 CD0726  PID         -  CD0726
 CD0726  STATE/COUNTY-  TX/CULBERSON
 CD0726  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0726
 CD0726                         *CURRENT SURVEY CONTROL
 CD0726  ___________________________________________________________________
 CD0726* NAD 83(1986)-  31 52 34.     (N)    104 48 59.     (W)     SCALED    
 CD0726* NAVD 88     -      1682.920  (meters)    5521.38   (feet)  ADJUSTED  
 CD0726  ___________________________________________________________________
 CD0726  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0726  DYNAMIC HT  -        1680.262 (meters)    5512.66  (feet)  COMP
 CD0726  MODELED GRAV-     978,999.4   (mgal)                       NAVD 88
 CD0726
 CD0726  VERT ORDER  -  FIRST     CLASS I
 CD0726
 CD0726.The horizontal coordinates were scaled from a topographic map and have
 CD0726.an estimated accuracy of +/- 6 seconds.
 CD0726
 CD0726.The orthometric height was determined by differential leveling
 CD0726.and adjusted by the National Geodetic Survey in June 1991..
 CD0726
 CD0726.The geoid height was determined by GEOID03.
 CD0726
 CD0726.The dynamic height is computed by dividing the NAVD 88
 CD0726.geopotential number by the normal gravity value computed on the
 CD0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0726.degrees latitude (g = 980.6199 gals.).
 CD0726
 CD0726.The modeled gravity was interpolated from observed gravity values.
 CD0726
 CD0726;                    North         East    Units  Estimated Accuracy
 CD0726;SPC TX C     - 3,253,490.      275,930.      MT  (+/- 180 meters Scaled)
 CD0726
 CD0726                          SUPERSEDED SURVEY CONTROL
 CD0726
 CD0726  NGVD 29 (??/??/92) 1682.271  (m)         5519.25   (f) ADJ UNCH    1 1
 CD0726
 CD0726.Superseded values are not recommended for survey control.
 CD0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0726.See file dsdata.txt to determine how the superseded data were derived.
 CD0726
 CD0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER173267(NAD 83)
 CD0726_MARKER: DB = BENCH MARK DISK
 CD0726_SETTING: 80 = SET IN A BOULDER
 CD0726_STAMPING: S 1235 1977
 CD0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0726+STABILITY: SURFACE MOTION
 CD0726
 CD0726  HISTORY     - Date     Condition        Report By
 CD0726  HISTORY     - 1977     MONUMENTED       NGS
 CD0726
 CD0726                          STATION DESCRIPTION
 CD0726
 CD0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0726'1.5 MI SOUTH FROM PINE SPRINGS.
 CD0726'0.65 MILE SOUTH ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0726'HIGHWAY MAINENTANCE YARD AT PINE SPRINGS, THENCE 0.85 MILE
 CD0726'SOUTHEAST ALONG THE 1943 ROUTE OF U.S. HIGHWAYS 60 AND 180,
 CD0726'SET IN TOP OF AN EMBEDDED BOULDER, ON THE NORTHWEST SLOPE
 CD0726'OF A SMALL KNOLL, 121 FT. SOUTHWEST OF THE CENTER LINE OF THE
 CD0726'OLD HIGHWAYS, 146 FT. SOUTHEAST OF THE CENTER LINE OF A TRACK
 CD0726'ROAD LEADING SOUTHWESTERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0748 ***********************************************************************
 CD0748  DESIGNATION -  S 1236
 CD0748  PID         -  CD0748
 CD0748  STATE/COUNTY-  TX/CULBERSON
 CD0748  USGS QUAD   -  HUECO STATION (1984)
 CD0748
 CD0748                         *CURRENT SURVEY CONTROL
 CD0748  ___________________________________________________________________
 CD0748* NAD 83(1986)-  31 43 20.     (N)    105 22 18.     (W)     SCALED    
 CD0748* NAVD 88     -      1257.136  (meters)    4124.45   (feet)  ADJUSTED  
 CD0748  ___________________________________________________________________
 CD0748  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD0748  DYNAMIC HT  -        1255.240 (meters)    4118.23  (feet)  COMP
 CD0748  MODELED GRAV-     979,088.0   (mgal)                       NAVD 88
 CD0748
 CD0748  VERT ORDER  -  FIRST     CLASS I
 CD0748
 CD0748.The horizontal coordinates were scaled from a topographic map and have
 CD0748.an estimated accuracy of +/- 6 seconds.
 CD0748
 CD0748.The orthometric height was determined by differential leveling
 CD0748.and adjusted by the National Geodetic Survey in June 1991..
 CD0748
 CD0748.The geoid height was determined by GEOID03.
 CD0748
 CD0748.The dynamic height is computed by dividing the NAVD 88
 CD0748.geopotential number by the normal gravity value computed on the
 CD0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0748.degrees latitude (g = 980.6199 gals.).
 CD0748
 CD0748.The modeled gravity was interpolated from observed gravity values.
 CD0748
 CD0748;                    North         East    Units  Estimated Accuracy
 CD0748;SPC TX C     - 3,238,690.      222,660.      MT  (+/- 180 meters Scaled)
 CD0748
 CD0748                          SUPERSEDED SURVEY CONTROL
 CD0748
 CD0748  NGVD 29 (??/??/92) 1256.590  (m)         4122.66   (f) ADJ UNCH    1 1
 CD0748
 CD0748.Superseded values are not recommended for survey control.
 CD0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0748.See file dsdata.txt to determine how the superseded data were derived.
 CD0748
 CD0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR647097(NAD 83)
 CD0748_MARKER: DB = BENCH MARK DISK
 CD0748_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0748_SP_SET: 13 FT.
 CD0748_STAMPING: S 1236 1977
 CD0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0748
 CD0748  HISTORY     - Date     Condition        Report By
 CD0748  HISTORY     - 1977     MONUMENTED       NGS
 CD0748
 CD0748                          STATION DESCRIPTION
 CD0748
 CD0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0748'43.55 MI SW FROM PINE SPRINGS.
 CD0748'40.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0748'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 2.75 MILES
 CD0748'SOUTH ALONG RANCH ROAD 1111, 37.5 FT. EAST OF THE CENTER LINE OF
 CD0748'THE ROAD, 4.5 FT. SOUTH OF A TELEPHONE POLE, 1.5 FT. WEST OF THE
 CD0748'RIGHT-OF-WAY FENCE, THE DISK IS 0.4 FT. BELOW GROUND LEVEL, ACCESS
 CD0748'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW CAP THAT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0630 ***********************************************************************
 AW0630  DESIGNATION -  S 1237
 AW0630  PID         -  AW0630
 AW0630  STATE/COUNTY-  TX/GALVESTON
 AW0630  USGS QUAD   -  LAKE COMO (1994)
 AW0630
 AW0630                         *CURRENT SURVEY CONTROL
 AW0630  ___________________________________________________________________
 AW0630* NAD 83(1986)-  29 10 52.     (N)    094 58 37.     (W)     SCALED    
 AW0630* NAVD 88     -         2.191  (meters)       7.19   (feet)  ADJUSTED  
 AW0630  ___________________________________________________________________
 AW0630  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW0630  DYNAMIC HT  -           2.188 (meters)       7.18  (feet)  COMP
 AW0630  MODELED GRAV-     979,251.4   (mgal)                       NAVD 88
 AW0630
 AW0630  VERT ORDER  -  FIRST     CLASS I
 AW0630
 AW0630.The horizontal coordinates were scaled from a topographic map and have
 AW0630.an estimated accuracy of +/- 6 seconds.
 AW0630
 AW0630.The orthometric height was determined by differential leveling
 AW0630.and adjusted by the National Geodetic Survey in June 1991..
 AW0630
 AW0630.The geoid height was determined by GEOID03.
 AW0630
 AW0630.The dynamic height is computed by dividing the NAVD 88
 AW0630.geopotential number by the normal gravity value computed on the
 AW0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0630.degrees latitude (g = 980.6199 gals.).
 AW0630
 AW0630.The modeled gravity was interpolated from observed gravity values.
 AW0630
 AW0630;                    North         East    Units  Estimated Accuracy
 AW0630;SPC TXSC     - 4,156,100.      991,190.      MT  (+/- 180 meters Scaled)
 AW0630
 AW0630                          SUPERSEDED SURVEY CONTROL
 AW0630
 AW0630  NGVD 29 (12/23/87)    2.188  (m)            7.18   (f) ADJUSTED    1 1
 AW0630
 AW0630.Superseded values are not recommended for survey control.
 AW0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0630.See file dsdata.txt to determine how the superseded data were derived.
 AW0630
 AW0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN077296(NAD 83)
 AW0630_MARKER: DB = BENCH MARK DISK
 AW0630_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0630_SP_SET: GALVANIZED STEEL ROD
 AW0630_STAMPING: S 1237 1978
 AW0630_MARK LOGO: NGS   
 AW0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0630+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0630
 AW0630  HISTORY     - Date     Condition        Report By
 AW0630  HISTORY     - 1978     MONUMENTED       NGS
 AW0630  HISTORY     - 1987     GOOD             USPSQD
 AW0630  HISTORY     - 1987     GOOD             USPSQD
 AW0630  HISTORY     - 1987     GOOD             NGS
 AW0630  HISTORY     - 1988     GOOD             USPSQD
 AW0630  HISTORY     - 1988     GOOD             USPSQD
 AW0630  HISTORY     - 1988     GOOD             USPSQD
 AW0630  HISTORY     - 1989     GOOD             USPSQD
 AW0630  HISTORY     - 19940915 GOOD             USPSQD
 AW0630  HISTORY     - 20031121 GOOD             USPSQD
 AW0630  HISTORY     - 20031125 GOOD             USPSQD
 AW0630  HISTORY     - 20050309 GOOD             USPSQD
 AW0630  HISTORY     - 20051215 GOOD             USPSQD
 AW0630
 AW0630                          STATION DESCRIPTION
 AW0630
 AW0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0630'0.3 MI SW FROM JAMAICA BEACH.
 AW0630'0.3 MILE SOUTHWEST ALONG FM 3005 (SAN LUIS PASS ROAD) FROM THE
 AW0630'JUNCTION OF BUCCANEER DRIVE IN THE SMALL VILLAGE OF JAMAICA BEACH TO
 AW0630'A PAVED ROAD LEADING NORTHWEST TO THE JAMAICA MARINA, ALSO 12.3 MILES
 AW0630'NORTHEAST ALONG FM 3005 FROM THE TOLL BOOTH AT THE NORTH END  OF SAN
 AW0630'LUIS PASS BRIDGE, 0.1 MILE SOUTHWEST OF A 7-11 STORE, 60 FT. NORTHWEST
 AW0630'OF THE CENTERLINE OF FM 3005, 70 FT. SOUTHWEST OF THE CENTERLINR
 AW0630'OF THE PAVED ROAD, 1 FT. WEST OF A POWER POLE, 1 FT. SOUTHEAST OF A
 AW0630'FENCELINE.
 AW0630
 AW0630                          STATION RECOVERY (1987)
 AW0630
 AW0630'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0630'RECOVERED IN GOOD CONDITION.
 AW0630
 AW0630                          STATION RECOVERY (1987)
 AW0630
 AW0630'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0630'RECOVERED IN GOOD CONDITION.
 AW0630
 AW0630                          STATION RECOVERY (1987)
 AW0630
 AW0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0630'RECOVERED IN GOOD CONDITION.
 AW0630
 AW0630                          STATION RECOVERY (1988)
 AW0630
 AW0630'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0630'RECOVERED IN GOOD CONDITION.
 AW0630
 AW0630                          STATION RECOVERY (1988)
 AW0630
 AW0630'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0630'RECOVERED IN GOOD CONDITION.
 AW0630
 AW0630                          STATION RECOVERY (1988)
 AW0630
 AW0630'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0630'RECOVERED IN GOOD CONDITION.
 AW0630
 AW0630                          STATION RECOVERY (1989)
 AW0630
 AW0630'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0630'RECOVERED IN GOOD CONDITION.
 AW0630
 AW0630                          STATION RECOVERY (1994)
 AW0630
 AW0630'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0630'RECOVERED IN GOOD CONDITION.
 AW0630
 AW0630                          STATION RECOVERY (2003)
 AW0630
 AW0630'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0630'RECOVERED IN GOOD CONDITION.
 AW0630
 AW0630                          STATION RECOVERY (2003)
 AW0630
 AW0630'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AW0630'RECOVERED IN GOOD CONDITION.
 AW0630
 AW0630                          STATION RECOVERY (2005)
 AW0630
 AW0630'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AW0630'RECOVERED IN GOOD CONDITION.
 AW0630
 AW0630                          STATION RECOVERY (2005)
 AW0630
 AW0630'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0630'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1671 ***********************************************************************
 AN1671  DESIGNATION -  S 124
 AN1671  PID         -  AN1671
 AN1671  STATE/COUNTY-  TX/DE WITT
 AN1671  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1671
 AN1671                         *CURRENT SURVEY CONTROL
 AN1671  ___________________________________________________________________
 AN1671* NAD 83(1986)-  28 55 16.     (N)    097 36 41.     (W)     SCALED    
 AN1671* NAVD 88     -       124.67   (+/-2cm)     409.0    (feet)  VERTCON   
 AN1671  ___________________________________________________________________
 AN1671  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN1671
 AN1671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1671
 AN1671.The horizontal coordinates were scaled from a topographic map and have
 AN1671.an estimated accuracy of +/- 6 seconds.
 AN1671
 AN1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1671.The vertical order pertains to the NGVD 29 superseded value.
 AN1671
 AN1671.The geoid height was determined by GEOID03.
 AN1671
 AN1671;                    North         East    Units  Estimated Accuracy
 AN1671;SPC TXSC     - 4,121,360.      735,390.      MT  (+/- 180 meters Scaled)
 AN1671
 AN1671                          SUPERSEDED SURVEY CONTROL
 AN1671
 AN1671  NGVD 29 (??/??/92)  124.661  (m)          408.99   (f) ADJ UNCH    2 0
 AN1671
 AN1671.Superseded values are not recommended for survey control.
 AN1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1671.See file dsdata.txt to determine how the superseded data were derived.
 AN1671
 AN1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT353000(NAD 83)
 AN1671_MARKER: DB = BENCH MARK DISK
 AN1671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1671_SP_SET: FOUNDATION
 AN1671_STAMPING: S 124 1933
 AN1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1671
 AN1671  HISTORY     - Date     Condition        Report By
 AN1671  HISTORY     - 1933     MONUMENTED       CGS
 AN1671
 AN1671                          STATION DESCRIPTION
 AN1671
 AN1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1671'IN NORDHEIM.
 AN1671'AT NORDHEIM, DE WITT COUNTY, AT THE CITY WATER TOWER, AND IN THE
 AN1671'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE WEST LEG.  A
 AN1671'STANDARD DISK, STAMPED S 124 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1489 ***********************************************************************
 AW1489  DESIGNATION -  S 1241
 AW1489  PID         -  AW1489
 AW1489  STATE/COUNTY-  TX/CHAMBERS
 AW1489  USGS QUAD   -  COVE (1993)
 AW1489
 AW1489                         *CURRENT SURVEY CONTROL
 AW1489  ___________________________________________________________________
 AW1489* NAD 83(1986)-  29 48 22.     (N)    094 50 18.     (W)     SCALED    
 AW1489* NAVD 88     -         6.85   (+/-2cm)      22.5    (feet)  VERTCON   
 AW1489  ___________________________________________________________________
 AW1489  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW1489
 AW1489  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1489
 AW1489.The horizontal coordinates were scaled from a topographic map and have
 AW1489.an estimated accuracy of +/- 6 seconds.
 AW1489
 AW1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1489.The vertical order pertains to the NGVD 29 superseded value.
 AW1489
 AW1489.The geoid height was determined by GEOID03.
 AW1489
 AW1489;                    North         East    Units  Estimated Accuracy
 AW1489;SPC TXSC     - 4,225,800.    1,002,200.      MT  (+/- 180 meters Scaled)
 AW1489
 AW1489                          SUPERSEDED SURVEY CONTROL
 AW1489
 AW1489  NGVD 29 (??/??/92)    6.854  (m)           22.49   (f) ADJ UNCH    1 2
 AW1489
 AW1489.Superseded values are not recommended for survey control.
 AW1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1489.See file dsdata.txt to determine how the superseded data were derived.
 AW1489
 AW1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN223987(NAD 83)
 AW1489_MARKER: DB = BENCH MARK DISK
 AW1489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1489_SP_SET: HEADWALL OF BRIDGE
 AW1489_STAMPING: S 1241 1978
 AW1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1489+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 AW1489
 AW1489  HISTORY     - Date     Condition        Report By
 AW1489  HISTORY     - 1978     MONUMENTED       NGS
 AW1489  HISTORY     - 1990     GOOD             USPSQD
 AW1489  HISTORY     - 19960921 GOOD             USPSQD
 AW1489  HISTORY     - 20010331 GOOD             NGS
 AW1489  HISTORY     - 20031231 GOOD             USPSQD
 AW1489
 AW1489                          STATION DESCRIPTION
 AW1489
 AW1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1489'2.8 MI SW FROM COVE.
 AW1489'ABOUT 2.8 MILES SOUTHWEST ALONG FRAM ROAD 565 FROM THE INTERSTATE-
 AW1489'10 OVERPASS AT COVE, IN THE SOUTHWEST END OF THE NORTHWEST CURBING
 AW1489'OF A SMALL BRIDGE, 297 FEET NORTHEAST OF A FIELD ROAD WITH CATTLE
 AW1489'GUARD CROSSING, 40 FEET EAST OF A POWER POLE, 14 FEET EAST OF THE
 AW1489'CENTERLINE OF ROAD, 5 FEET NORTH OF THE HIGHWAY REFLECTOR FOR THE
 AW1489'BRIDGE.
 AW1489
 AW1489                          STATION RECOVERY (1990)
 AW1489
 AW1489'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1489'RECOVERED IN GOOD CONDITION.
 AW1489
 AW1489                          STATION RECOVERY (1996)
 AW1489
 AW1489'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1489'RECOVERED IN GOOD CONDITION.
 AW1489
 AW1489                          STATION RECOVERY (2001)
 AW1489
 AW1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1489'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1489
 AW1489                          STATION RECOVERY (2003)
 AW1489
 AW1489'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1381 ***********************************************************************
 AW1381  DESIGNATION -  S 1242
 AW1381  PID         -  AW1381
 AW1381  STATE/COUNTY-  TX/GALVESTON
 AW1381  USGS QUAD   -  HIGH ISLAND (1994)
 AW1381
 AW1381                         *CURRENT SURVEY CONTROL
 AW1381  ___________________________________________________________________
 AW1381* NAD 83(1986)-  29 31 37.     (N)    094 26 57.     (W)     SCALED    
 AW1381* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 AW1381  ___________________________________________________________________
 AW1381  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1381
 AW1381  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1381
 AW1381.The horizontal coordinates were scaled from a topographic map and have
 AW1381.an estimated accuracy of +/- 6 seconds.
 AW1381
 AW1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1381.The vertical order pertains to the NGVD 29 superseded value.
 AW1381
 AW1381.The geoid height was determined by GEOID03.
 AW1381
 AW1381;                    North         East    Units  Estimated Accuracy
 AW1381;SPC TXSC     - 4,196,280.    1,040,990.      MT  (+/- 180 meters Scaled)
 AW1381
 AW1381                          SUPERSEDED SURVEY CONTROL
 AW1381
 AW1381  NGVD 29 (??/??/92)    1.301  (m)            4.27   (f) ADJ UNCH    1 2
 AW1381
 AW1381.Superseded values are not recommended for survey control.
 AW1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1381.See file dsdata.txt to determine how the superseded data were derived.
 AW1381
 AW1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN595672(NAD 83)
 AW1381_MARKER: DB = BENCH MARK DISK
 AW1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1381_SP_SET: CULVERT
 AW1381_STAMPING: S 1242 1978
 AW1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1381
 AW1381  HISTORY     - Date     Condition        Report By
 AW1381  HISTORY     - 1978     MONUMENTED       NGS
 AW1381  HISTORY     - 19890307 MARK NOT FOUND   USPSQD
 AW1381  HISTORY     - 1990     POOR             USPSQD
 AW1381  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1381  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1381
 AW1381                          STATION DESCRIPTION
 AW1381
 AW1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1381'2.4 MI NE FROM GILCHRIST.
 AW1381'ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1381'OFFICE AT GILCHRIST, SET IN TOP OF EAST HEADWALL OF A 3X12 FOOT
 AW1381'CONCRETE CULVERT, 174 FEET SOUTH OF POWER POLE NUMBER 175 100, 93
 AW1381'FEET NORTH OF POWER POLE NUMBER 175 101, AND 33 FEET SOUTHEAST
 AW1381'OF CENTERLINE OF HIGHWAY.
 AW1381
 AW1381                          STATION RECOVERY (1989)
 AW1381
 AW1381'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1381'MARK NOT FOUND.
 AW1381
 AW1381                          STATION RECOVERY (1990)
 AW1381
 AW1381'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW1381'MARK RECOVERED IN POOR CONDITION.
 AW1381
 AW1381                          STATION RECOVERY (1994)
 AW1381
 AW1381'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1381'MARK NOT FOUND.
 AW1381
 AW1381                          STATION RECOVERY (1995)
 AW1381
 AW1381'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1400 ***********************************************************************
 AW1400  DESIGNATION -  S 1243
 AW1400  PID         -  AW1400
 AW1400  STATE/COUNTY-  TX/CHAMBERS
 AW1400  USGS QUAD   -  WHITES RANCH (1993)
 AW1400
 AW1400                         *CURRENT SURVEY CONTROL
 AW1400  ___________________________________________________________________
 AW1400* NAD 83(1986)-  29 39 42.     (N)    094 22 24.     (W)     SCALED    
 AW1400* NAVD 88     -         1.32   (+/-2cm)       4.3    (feet)  VERTCON   
 AW1400  ___________________________________________________________________
 AW1400  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW1400
 AW1400  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1400
 AW1400.The horizontal coordinates were scaled from a topographic map and have
 AW1400.an estimated accuracy of +/- 6 seconds.
 AW1400
 AW1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1400.The vertical order pertains to the NGVD 29 superseded value.
 AW1400
 AW1400.The geoid height was determined by GEOID03.
 AW1400
 AW1400;                    North         East    Units  Estimated Accuracy
 AW1400;SPC TXSC     - 4,211,490.    1,047,750.      MT  (+/- 180 meters Scaled)
 AW1400
 AW1400                          SUPERSEDED SURVEY CONTROL
 AW1400
 AW1400  NGVD 29 (??/??/92)    1.322  (m)            4.34   (f) ADJ UNCH    1 2
 AW1400
 AW1400.Superseded values are not recommended for survey control.
 AW1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1400.See file dsdata.txt to determine how the superseded data were derived.
 AW1400
 AW1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN670820(NAD 83)
 AW1400_MARKER: DB = BENCH MARK DISK
 AW1400_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1400_SP_SET: GALVANIZED STEEL ROD
 AW1400_STAMPING: S 1243 1978
 AW1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1400+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW1400
 AW1400  HISTORY     - Date     Condition        Report By
 AW1400  HISTORY     - 1978     MONUMENTED       NGS
 AW1400  HISTORY     - 19961125 GOOD             USPSQD
 AW1400  HISTORY     - 19980202 GOOD             USPSQD
 AW1400  HISTORY     - 20010331 GOOD             NGS
 AW1400  HISTORY     - 20031022 GOOD             USPSQD
 AW1400  HISTORY     - 20040308 GOOD             USPSQD
 AW1400  HISTORY     - 20050310 GOOD             USPSQD
 AW1400
 AW1400                          STATION DESCRIPTION
 AW1400
 AW1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1400'7.3 MI NORTH FROM HIGH ISLAND.
 AW1400'ABOUT 7.3 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW1400'AT HIGH ISLAND, 57 FEET WEST OF CENTERLINE OF HIGHWAY, 7 FEET EAST
 AW1400'OF A FENCE, AND 2.5 FEET NORTH OF POWER POLE NUMBER 89 17.
 AW1400
 AW1400                          STATION RECOVERY (1996)
 AW1400
 AW1400'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1400'RECOVERED IN GOOD CONDITION.
 AW1400
 AW1400                          STATION RECOVERY (1998)
 AW1400
 AW1400'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1400'RECOVERED IN GOOD CONDITION.
 AW1400
 AW1400                          STATION RECOVERY (2001)
 AW1400
 AW1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1400
 AW1400                          STATION RECOVERY (2003)
 AW1400
 AW1400'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW1400'RECOVERED IN GOOD CONDITION.
 AW1400
 AW1400                          STATION RECOVERY (2004)
 AW1400
 AW1400'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1400'GO TO N29 39 40.9 W094 22 22.8
 AW1400
 AW1400                          STATION RECOVERY (2005)
 AW1400
 AW1400'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1733 ***********************************************************************
 AW1733  DESIGNATION -  S 1244
 AW1733  PID         -  AW1733
 AW1733  STATE/COUNTY-  TX/HARRIS
 AW1733  USGS QUAD   -  LA PORTE (1982)
 AW1733
 AW1733                         *CURRENT SURVEY CONTROL
 AW1733  ___________________________________________________________________
 AW1733* NAD 83(1986)-  29 42 25.     (N)    095 06 07.     (W)     SCALED    
 AW1733* NAVD 88     -         8.174  (meters)      26.82   (feet)  ADJUSTED  
 AW1733  ___________________________________________________________________
 AW1733  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1733  DYNAMIC HT  -           8.162 (meters)      26.78  (feet)  COMP
 AW1733  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 AW1733
 AW1733  VERT ORDER  -  FIRST     CLASS II
 AW1733
 AW1733.The horizontal coordinates were scaled from a topographic map and have
 AW1733.an estimated accuracy of +/- 6 seconds.
 AW1733
 AW1733.The orthometric height was determined by differential leveling
 AW1733.and adjusted by the National Geodetic Survey in June 1991..
 AW1733
 AW1733.The geoid height was determined by GEOID03.
 AW1733
 AW1733.The dynamic height is computed by dividing the NAVD 88
 AW1733.geopotential number by the normal gravity value computed on the
 AW1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1733.degrees latitude (g = 980.6199 gals.).
 AW1733
 AW1733.The modeled gravity was interpolated from observed gravity values.
 AW1733
 AW1733;                    North         East    Units  Estimated Accuracy
 AW1733;SPC TXSC     - 4,213,930.      977,100.      MT  (+/- 180 meters Scaled)
 AW1733
 AW1733                          SUPERSEDED SURVEY CONTROL
 AW1733
 AW1733  NGVD 29 (12/23/87)    8.171  (m)           26.81   (f) ADJUSTED    1 2
 AW1733
 AW1733.Superseded values are not recommended for survey control.
 AW1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1733.See file dsdata.txt to determine how the superseded data were derived.
 AW1733
 AW1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN966881(NAD 83)
 AW1733_MARKER: DB = BENCH MARK DISK
 AW1733_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1733_SP_SET: HEADWALL OF LARGE CATCH BASIN
 AW1733_STAMPING: S 1244 1978
 AW1733_MARK LOGO: NGS   
 AW1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1733+STABILITY: SURFACE MOTION
 AW1733
 AW1733  HISTORY     - Date     Condition        Report By
 AW1733  HISTORY     - 1978     MONUMENTED       NGS
 AW1733  HISTORY     - 1983     GOOD             NGS
 AW1733  HISTORY     - 1986     GOOD             NGS
 AW1733  HISTORY     - 1987     GOOD             USPSQD
 AW1733  HISTORY     - 19970927 GOOD             USPSQD
 AW1733  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW1733  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW1733  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW1733
 AW1733                          STATION DESCRIPTION
 AW1733
 AW1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1733'2.2 MI EAST FROM DEER PARK.
 AW1733'ABOUT 0.8 MILE NORTH ALONG CENTER STREET FROM THE CITY HALL IN DEER
 AW1733'PARK, AND THENCE ABOUT 1.4 MILES EAST ALONG STATE HIGHWAY 225.  SET
 AW1733'IN TOP CENTER OF NORTHEAST HEADWALL.  (THIS WILL BE THE EAST BOUND
 AW1733'LANES OF STATE HIGHWAY 225 WHEN CONSTRUCTION IS FINISHED.)  66
 AW1733'FEET NORTH OF THE CENTERLINE OF EAST BOUND LANES OF HIGHWAY 225,
 AW1733'66 FEET EAST AND ACROSS PAVED ROAD FROM A POWER POLE WITH STREET
 AW1733'LIGHT, 36 FEET NORTHWEST OF A STEEL POLE SUPPORTING SIGNAL LIGHTS,
 AW1733'AND 33 FEET EAST OF A PAVED ROAD NORTH.
 AW1733
 AW1733                          STATION RECOVERY (1983)
 AW1733
 AW1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1733'RECOVERED IN GOOD CONDITION.
 AW1733
 AW1733                          STATION RECOVERY (1986)
 AW1733
 AW1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1733'RECOVERED IN GOOD CONDITION.
 AW1733
 AW1733                          STATION RECOVERY (1987)
 AW1733
 AW1733'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1733'RECOVERED IN GOOD CONDITION.
 AW1733
 AW1733                          STATION RECOVERY (1997)
 AW1733
 AW1733'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1733'RECOVERED IN GOOD CONDITION.
 AW1733
 AW1733                          STATION RECOVERY (1997)
 AW1733
 AW1733'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1733'MARK NOT FOUND.
 AW1733
 AW1733                          STATION RECOVERY (2004)
 AW1733
 AW1733'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1733'MARK NOT FOUND.
 AW1733
 AW1733                          STATION RECOVERY (2005)
 AW1733
 AW1733'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1733'ROAD HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0893 ***********************************************************************
 AW0893  DESIGNATION -  S 1246
 AW0893  PID         -  AW0893
 AW0893  STATE/COUNTY-  TX/HARRIS
 AW0893  USGS QUAD   -  PARK PLACE (1995)
 AW0893
 AW0893                         *CURRENT SURVEY CONTROL
 AW0893  ___________________________________________________________________
 AW0893* NAD 83(1986)-  29 43 56.     (N)    095 15 03.     (W)     SCALED    
 AW0893* NAVD 88     -         9.045  (meters)      29.68   (feet)  ADJUSTED  
 AW0893  ___________________________________________________________________
 AW0893  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0893  DYNAMIC HT  -           9.032 (meters)      29.63  (feet)  COMP
 AW0893  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 AW0893
 AW0893  VERT ORDER  -  FIRST     CLASS II
 AW0893
 AW0893.The horizontal coordinates were scaled from a topographic map and have
 AW0893.an estimated accuracy of +/- 6 seconds.
 AW0893
 AW0893.The orthometric height was determined by differential leveling
 AW0893.and adjusted by the National Geodetic Survey in June 1991..
 AW0893
 AW0893.The geoid height was determined by GEOID03.
 AW0893
 AW0893.The dynamic height is computed by dividing the NAVD 88
 AW0893.geopotential number by the normal gravity value computed on the
 AW0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0893.degrees latitude (g = 980.6199 gals.).
 AW0893
 AW0893.The modeled gravity was interpolated from observed gravity values.
 AW0893
 AW0893;                    North         East    Units  Estimated Accuracy
 AW0893;SPC TXSC     - 4,216,260.      962,610.      MT  (+/- 180 meters Scaled)
 AW0893
 AW0893                          SUPERSEDED SURVEY CONTROL
 AW0893
 AW0893  NGVD 29 (12/23/87)    9.042  (m)           29.67   (f) ADJUSTED    1 2
 AW0893
 AW0893.Superseded values are not recommended for survey control.
 AW0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0893.See file dsdata.txt to determine how the superseded data were derived.
 AW0893
 AW0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN823912(NAD 83)
 AW0893_MARKER: DB = BENCH MARK DISK
 AW0893_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0893_SP_SET: HEADWALL
 AW0893_STAMPING: S 1246 1978
 AW0893_MARK LOGO: NGS   
 AW0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0893+STABILITY: SURFACE MOTION
 AW0893
 AW0893  HISTORY     - Date     Condition        Report By
 AW0893  HISTORY     - 1978     MONUMENTED       NGS
 AW0893  HISTORY     - 1986     GOOD             NGS
 AW0893  HISTORY     - 1987     GOOD             USPSQD
 AW0893  HISTORY     - 1989     GOOD             USPSQD
 AW0893  HISTORY     - 19950624 GOOD             USPSQD
 AW0893
 AW0893                          STATION DESCRIPTION
 AW0893
 AW0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0893'0.6 MI WEST FROM GALENA PARK.
 AW0893'ABOUT 0.6 MILE WEST ALONG CLINTON DRIVE FROM THE CITY HALL AT GALENA
 AW0893'PARK, SET IN THE SOUTHEAST CORNER OF THE SOUTH HEADWALL OF A CONCRETE
 AW0893'CULVERT UNDER THE DRIVE, 31 FEET EAST OF THE EAST RAIL OF SPUR TRACK
 AW0893'PORT TERMINAL RAILROAD, 29 FEET SOUTH OF THE CENTERLINE OF THE DRIVE,
 AW0893'AND 19 FEET NORTH OF POWER POLE NUMBER 161.
 AW0893
 AW0893                          STATION RECOVERY (1986)
 AW0893
 AW0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0893'RECOVERED IN GOOD CONDITION.
 AW0893
 AW0893                          STATION RECOVERY (1987)
 AW0893
 AW0893'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0893'RECOVERED IN GOOD CONDITION.
 AW0893
 AW0893                          STATION RECOVERY (1989)
 AW0893
 AW0893'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0893'RECOVERED IN GOOD CONDITION.
 AW0893
 AW0893                          STATION RECOVERY (1995)
 AW0893
 AW0893'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0721 ***********************************************************************
 AW0721  DESIGNATION -  S 1247
 AW0721  PID         -  AW0721
 AW0721  STATE/COUNTY-  TX/LIBERTY
 AW0721  USGS QUAD   -  SHEEKS (1993)
 AW0721
 AW0721                         *CURRENT SURVEY CONTROL
 AW0721  ___________________________________________________________________
 AW0721* NAD 83(1986)-  29 57 27.     (N)    094 57 12.     (W)     SCALED    
 AW0721* NAVD 88     -        16.66   (+/-2cm)      54.7    (feet)  VERTCON   
 AW0721  ___________________________________________________________________
 AW0721  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW0721
 AW0721  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0721
 AW0721.The horizontal coordinates were scaled from a topographic map and have
 AW0721.an estimated accuracy of +/- 6 seconds.
 AW0721
 AW0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0721.The vertical order pertains to the NGVD 29 superseded value.
 AW0721
 AW0721.The geoid height was determined by GEOID03.
 AW0721
 AW0721;                    North         East    Units  Estimated Accuracy
 AW0721;SPC TX C     - 3,044,800.    1,219,140.      MT  (+/- 180 meters Scaled)
 AW0721
 AW0721                          SUPERSEDED SURVEY CONTROL
 AW0721
 AW0721  NGVD 29 (??/??/92)   16.657  (m)           54.65   (f) ADJ UNCH    1 2
 AW0721
 AW0721.Superseded values are not recommended for survey control.
 AW0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0721.See file dsdata.txt to determine how the superseded data were derived.
 AW0721
 AW0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP115156(NAD 83)
 AW0721_MARKER: DB = BENCH MARK DISK
 AW0721_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0721_STAMPING: S 1247 1978
 AW0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0721
 AW0721  HISTORY     - Date     Condition        Report By
 AW0721  HISTORY     - 1978     MONUMENTED       NGS
 AW0721  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0721  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0721
 AW0721                          STATION DESCRIPTION
 AW0721
 AW0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0721'8.3 MI SW FROM DAYTON.
 AW0721'6.0 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE WILSON JUNIOR HIGH
 AW0721'SCHOOL AT DAYTON, AND THENCE 2.3 MILES SOUTH ALONG FARM ROAD
 AW0721'1413 AT THE SOUTHEAST CORNER OF THE T JUNCTION OF THE OIL FIELD
 AW0721'ROAD AND HATCHERVILLE ROAD.
 AW0721'69 FEET EAST OF CENTERLINE OF HATCHERVILLE ROAD, 36 FEET SOUTH
 AW0721'OF THE CENTERLINE OF FARM ROAD 1413, AND 3.5 FEET EAST OF A
 AW0721'POWERLINE POLE.  DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH
 AW0721'IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW0721
 AW0721                          STATION RECOVERY (1989)
 AW0721
 AW0721'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0721'MARK NOT FOUND.
 AW0721
 AW0721                          STATION RECOVERY (2004)
 AW0721
 AW0721'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1828 ***********************************************************************
 BL1828  DESIGNATION -  S 1248
 BL1828  PID         -  BL1828
 BL1828  STATE/COUNTY-  TX/LIBERTY
 BL1828  USGS QUAD   -  DAYTON (1984)
 BL1828
 BL1828                         *CURRENT SURVEY CONTROL
 BL1828  ___________________________________________________________________
 BL1828* NAD 83(1986)-  30 02 47.     (N)    094 54 23.     (W)     SCALED    
 BL1828* NAVD 88     -        23.82   (+/-2cm)      78.1    (feet)  VERTCON   
 BL1828  ___________________________________________________________________
 BL1828  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1828
 BL1828  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1828
 BL1828.The horizontal coordinates were scaled from a topographic map and have
 BL1828.an estimated accuracy of +/- 6 seconds.
 BL1828
 BL1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1828.The vertical order pertains to the NGVD 29 superseded value.
 BL1828
 BL1828.The geoid height was determined by GEOID03.
 BL1828
 BL1828;                    North         East    Units  Estimated Accuracy
 BL1828;SPC TX C     - 3,054,860.    1,223,190.      MT  (+/- 180 meters Scaled)
 BL1828
 BL1828                          SUPERSEDED SURVEY CONTROL
 BL1828
 BL1828  NGVD 29 (??/??/92)   23.817  (m)           78.14   (f) ADJ UNCH    1 2
 BL1828
 BL1828.Superseded values are not recommended for survey control.
 BL1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1828.See file dsdata.txt to determine how the superseded data were derived.
 BL1828
 BL1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP162254(NAD 83)
 BL1828_MARKER: DB = BENCH MARK DISK
 BL1828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1828_SP_SET: HEADWALL
 BL1828_STAMPING: S 1248 1978
 BL1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1828
 BL1828  HISTORY     - Date     Condition        Report By
 BL1828  HISTORY     - 1978     MONUMENTED       NGS
 BL1828  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL1828  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1828
 BL1828                          STATION DESCRIPTION
 BL1828
 BL1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1828'0.9 MI WEST FROM DAYTON.
 BL1828'0.9 MILE WEST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1828'HIGHWAY 321 AT DAYTON AND SET IN TOP OF THE EAST END OF THE NORTH
 BL1828'HEADWALL TO A 6X8 FOOT BOX CULVERT, 0.15 EAST OF THE T JUNCTION
 BL1828'OF FARM ROAD 1960 AND KLEMP ROAD.  78 FEET EAST OF A PRIVATE
 BL1828'DRIVE TO A SMALL ONE STORY WHITE HOUSE, 24 FEET NORTH OF THE
 BL1828'CENTERLINE OF FARM ROAD 1960, AND 1 FOOT WEST OF THE EAST END OF
 BL1828'THE HEADWALL.
 BL1828
 BL1828                          STATION RECOVERY (1996)
 BL1828
 BL1828'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1828'MARK NOT FOUND.
 BL1828
 BL1828                          STATION RECOVERY (2004)
 BL1828
 BL1828'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1550 ***********************************************************************
 AN1550  DESIGNATION -  S 125
 AN1550  PID         -  AN1550
 AN1550  STATE/COUNTY-  TX/BEE
 AN1550  USGS QUAD   -  CADIZ (1979)
 AN1550
 AN1550                         *CURRENT SURVEY CONTROL
 AN1550  ___________________________________________________________________
 AN1550* NAD 83(1986)-  28 25 50.     (N)    097 54 49.     (W)     SCALED    
 AN1550* NAVD 88     -       102.306  (meters)     335.65   (feet)  ADJUSTED  
 AN1550  ___________________________________________________________________
 AN1550  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AN1550  DYNAMIC HT  -         102.154 (meters)     335.15  (feet)  COMP
 AN1550  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 AN1550
 AN1550  VERT ORDER  -  SECOND    CLASS 0
 AN1550
 AN1550.The horizontal coordinates were scaled from a topographic map and have
 AN1550.an estimated accuracy of +/- 6 seconds.
 AN1550
 AN1550.The orthometric height was determined by differential leveling
 AN1550.and adjusted by the National Geodetic Survey in June 1991..
 AN1550
 AN1550.The geoid height was determined by GEOID03.
 AN1550
 AN1550.The dynamic height is computed by dividing the NAVD 88
 AN1550.geopotential number by the normal gravity value computed on the
 AN1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1550.degrees latitude (g = 980.6199 gals.).
 AN1550
 AN1550.The modeled gravity was interpolated from observed gravity values.
 AN1550
 AN1550;                    North         East    Units  Estimated Accuracy
 AN1550;SPC TXSC     - 4,066,690.      706,430.      MT  (+/- 180 meters Scaled)
 AN1550
 AN1550                          SUPERSEDED SURVEY CONTROL
 AN1550
 AN1550  NGVD 29 (??/??/92)  102.286  (m)          335.58   (f) ADJ UNCH    2 0
 AN1550
 AN1550.Superseded values are not recommended for survey control.
 AN1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1550.See file dsdata.txt to determine how the superseded data were derived.
 AN1550
 AN1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS063453(NAD 83)
 AN1550_MARKER: DB = BENCH MARK DISK
 AN1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1550_STAMPING: S-125 1933
 AN1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1550+STABILITY: SURFACE MOTION
 AN1550
 AN1550  HISTORY     - Date     Condition        Report By
 AN1550  HISTORY     - 1933     MONUMENTED       CGS
 AN1550  HISTORY     - 1939     MARK NOT FOUND   LOCENG
 AN1550
 AN1550                          STATION DESCRIPTION
 AN1550
 AN1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1550'11.57 MI W FROM BEEVILLE.
 AN1550'ALONG THE BEEVILLE-GEORGE WEST ROAD 1.65 MILES EAST OF CADIZ AND ABOUT
 AN1550'300 YARDS NORTHWEST OF THE SUMMIT OF HIGH HILL AND 36 FT. SOUTHWEST OF
 AN1550'THE CENTERLINE OF THE ROAD AT DIVISION FENCE RUNNING SOUTHWEST BETWEEN
 AN1550'PASTURE ON THE WEST AND TILLED FIELD OF THE EAST.
 AN1550
 AN1550                          STATION RECOVERY (1939)
 AN1550
 AN1550'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 AN1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1551 ***********************************************************************
 AN1551  DESIGNATION -  S 125 RESET 1939
 AN1551  PID         -  AN1551
 AN1551  STATE/COUNTY-  TX/BEE
 AN1551  USGS QUAD   -  CADIZ (1979)
 AN1551
 AN1551                         *CURRENT SURVEY CONTROL
 AN1551  ___________________________________________________________________
 AN1551* NAD 83(1986)-  28 25 50.     (N)    097 54 49.     (W)     SCALED    
 AN1551* NAVD 88     -       102.69   (meters)     336.9    (feet)  RESET     
 AN1551  ___________________________________________________________________
 AN1551  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AN1551
 AN1551  VERT ORDER  -  THIRD
 AN1551
 AN1551.The horizontal coordinates were scaled from a topographic map and have
 AN1551.an estimated accuracy of +/- 6 seconds.
 AN1551
 AN1551.The orthometric height was computed from unverified reset data.
 AN1551
 AN1551.The geoid height was determined by GEOID03.
 AN1551
 AN1551;                    North         East    Units  Estimated Accuracy
 AN1551;SPC TXSC     - 4,066,690.      706,430.      MT  (+/- 180 meters Scaled)
 AN1551
 AN1551                          SUPERSEDED SURVEY CONTROL
 AN1551
 AN1551.No superseded survey control is available for this station.
 AN1551
 AN1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS063453(NAD 83)
 AN1551_MARKER: DB = BENCH MARK DISK
 AN1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1551_STAMPING: S 125 RESET 1939
 AN1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1551+STABILITY: SURFACE MOTION
 AN1551
 AN1551  HISTORY     - Date     Condition        Report By
 AN1551  HISTORY     - 1939     MONUMENTED       LOCENG
 AN1551  HISTORY     - 1952     GOOD             USGS
 AN1551
 AN1551                          STATION DESCRIPTION
 AN1551
 AN1551'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AN1551'1.5 MI E FROM CADIZ.
 AN1551'NEW DESCRIPTION-- 1.5 MILES EAST OF CADIZ, BEE COUNTY, ALONG FARM ROAD
 AN1551'799, 54 FEET SOUTH AND 38 FEET WEST OF THE T-JUNCTION OF FARM ROAD,
 AN1551'AND A ROAD SOUTHWEST TO A HOUSE, 63 FEET SOUTHWEST OF FARM ROAD, 13
 AN1551'FEET NORTHWEST OF A ROAD LEADING SOUTHWEST, AND IN A CONCRETE POST. A
 AN1551'STANDARD DISK, STAMPED S 125 RESET 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1870 ***********************************************************************
 BL1870  DESIGNATION -  S 1250
 BL1870  PID         -  BL1870
 BL1870  STATE/COUNTY-  TX/MONTGOMERY
 BL1870  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1870
 BL1870                         *CURRENT SURVEY CONTROL
 BL1870  ___________________________________________________________________
 BL1870* NAD 83(1986)-  30 12 02.     (N)    095 44 05.     (W)     SCALED    
 BL1870* NAVD 88     -        79.80   (+/-2cm)     261.8    (feet)  VERTCON   
 BL1870  ___________________________________________________________________
 BL1870  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1870
 BL1870  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1870
 BL1870.The horizontal coordinates were scaled from a topographic map and have
 BL1870.an estimated accuracy of +/- 6 seconds.
 BL1870
 BL1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1870.The vertical order pertains to the NGVD 29 superseded value.
 BL1870
 BL1870.The geoid height was determined by GEOID03.
 BL1870
 BL1870;                    North         East    Units  Estimated Accuracy
 BL1870;SPC TX C     - 3,068,340.    1,142,670.      MT  (+/- 180 meters Scaled)
 BL1870
 BL1870                          SUPERSEDED SURVEY CONTROL
 BL1870
 BL1870  NGVD 29 (04/06/79)   79.790  (m)          261.78   (f) ADJUSTED    1 2
 BL1870
 BL1870.Superseded values are not recommended for survey control.
 BL1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1870.See file dsdata.txt to determine how the superseded data were derived.
 BL1870
 BL1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP367441(NAD 83)
 BL1870_MARKER: DB = BENCH MARK DISK
 BL1870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1870_SP_SET: STAINLESS STEEL ROD
 BL1870_STAMPING: S 1250 1978
 BL1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1870
 BL1870  HISTORY     - Date     Condition        Report By
 BL1870  HISTORY     - 1978     MONUMENTED       NGS
 BL1870
 BL1870                          STATION DESCRIPTION
 BL1870
 BL1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1870'1.1 MI SE FROM MAGNOLIA.
 BL1870'1.1 MILES SOUTHEAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1870'CROSSING OF MAGNOLIA CONROE ROAD IN MAGNOLIA.  AT THE FOURTH POLE
 BL1870'NORTHWEST OF MILE POLE 21, 37 FEET NORTHEAST OF THE CENTERLINE OF
 BL1870'FARM ROAD (FM) 1774, 36.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 19
 BL1870'FEET NORTH-NORTHWEST OF AN UNDERGROUND CABLE MARKER POST, AND 3.5
 BL1870'FEET NORTHWEST OF THE TELEPHONE POLE.  DISK IS SET LEVEL WITH THE
 BL1870'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1879 ***********************************************************************
 AW1879  DESIGNATION -  S 1250 X
 AW1879  PID         -  AW1879
 AW1879  STATE/COUNTY-  TX/HARRIS
 AW1879  USGS QUAD   -  ADDICKS (1995)
 AW1879
 AW1879                         *CURRENT SURVEY CONTROL
 AW1879  ___________________________________________________________________
 AW1879* NAD 83(1986)-  29 50 16.     (N)    095 42 08.     (W)     SCALED    
 AW1879* NAVD 88     -        39.08   (+/-2cm)     128.2    (feet)  VERTCON   
 AW1879  ___________________________________________________________________
 AW1879  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW1879
 AW1879  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1879
 AW1879.The horizontal coordinates were scaled from a topographic map and have
 AW1879.an estimated accuracy of +/- 6 seconds.
 AW1879
 AW1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1879.The vertical order pertains to the NGVD 29 superseded value.
 AW1879
 AW1879.The geoid height was determined by GEOID03.
 AW1879
 AW1879;                    North         East    Units  Estimated Accuracy
 AW1879;SPC TXSC     - 4,226,640.      918,630.      MT  (+/- 180 meters Scaled)
 AW1879
 AW1879                          SUPERSEDED SURVEY CONTROL
 AW1879
 AW1879  NGVD 29 (??/??/92)   39.074  (m)          128.20   (f) ADJ UNCH    1 2
 AW1879
 AW1879.Superseded values are not recommended for survey control.
 AW1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1879.See file dsdata.txt to determine how the superseded data were derived.
 AW1879
 AW1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP389038(NAD 83)
 AW1879_MARKER: DB = BENCH MARK DISK
 AW1879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1879_SP_SET: STAINLESS STEEL ROD
 AW1879_STAMPING: S 1250 X 1978
 AW1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1879
 AW1879  HISTORY     - Date     Condition        Report By
 AW1879  HISTORY     - 1978     MONUMENTED       NGS
 AW1879  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1879  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW1879
 AW1879                          STATION DESCRIPTION
 AW1879
 AW1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1879'4.9 MI NORTH FROM ADDICKS.
 AW1879'ABOUT 4.9 MILES NORTH ALONG BARKER-CYPRESS ROAD FROM ITS OVERPASS
 AW1879'OVER INTERSTATE 10 IN BARKER, 0.55 MILE NORTH OF THE JUNCTION OF
 AW1879'BARKER-CYPRESS ROAD AND CLAY ROAD, 308 FEET SOUTH OF A T FENCE LINE
 AW1879'LEADING WEST, 209 FEET NORTH OF THE EXTENDED CENTERLINE OF A PRIVATE
 AW1879'DRIVE LEADING EAST TO A BRICK HOUSE, 78 FEET NORTHWEST OF A TELEPHONE
 AW1879'POLE, NUMBER 1, WITH ONE GUY WIRE, 27 FEET WEST OF THE CENTERLINE OF
 AW1879'THE ROAD, AND 1 FOOT WEST OF A FENCE.  DISK IS LEVEL WITH THE GROUND,
 AW1879'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW1879
 AW1879                          STATION RECOVERY (1986)
 AW1879
 AW1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1879'MARK NOT FOUND.
 AW1879
 AW1879                          STATION RECOVERY (1995)
 AW1879
 AW1879'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1879 ***********************************************************************
 BL1879  DESIGNATION -  S 1251
 BL1879  PID         -  BL1879
 BL1879  STATE/COUNTY-  TX/HARRIS
 BL1879  USGS QUAD   -  SPRING (1982)
 BL1879
 BL1879                         *CURRENT SURVEY CONTROL
 BL1879  ___________________________________________________________________
 BL1879* NAD 83(1986)-  30 05 23.     (N)    095 28 12.     (W)     SCALED    
 BL1879* NAVD 88     -        41.405  (meters)     135.84   (feet)  ADJUSTED  
 BL1879  ___________________________________________________________________
 BL1879  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1879  DYNAMIC HT  -          41.349 (meters)     135.66  (feet)  COMP
 BL1879  MODELED GRAV-     979,301.0   (mgal)                       NAVD 88
 BL1879
 BL1879  VERT ORDER  -  FIRST     CLASS II
 BL1879
 BL1879.The horizontal coordinates were scaled from a topographic map and have
 BL1879.an estimated accuracy of +/- 6 seconds.
 BL1879
 BL1879.The orthometric height was determined by differential leveling
 BL1879.and adjusted by the National Geodetic Survey in June 1991..
 BL1879
 BL1879.The geoid height was determined by GEOID03.
 BL1879
 BL1879.The dynamic height is computed by dividing the NAVD 88
 BL1879.geopotential number by the normal gravity value computed on the
 BL1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1879.degrees latitude (g = 980.6199 gals.).
 BL1879
 BL1879.The modeled gravity was interpolated from observed gravity values.
 BL1879
 BL1879;                    North         East    Units  Estimated Accuracy
 BL1879;SPC TXSC     - 4,255,210.      940,220.      MT  (+/- 180 meters Scaled)
 BL1879
 BL1879                          SUPERSEDED SURVEY CONTROL
 BL1879
 BL1879  NGVD 29 (12/23/87)   41.404  (m)          135.84   (f) ADJUSTED    1 2
 BL1879
 BL1879.Superseded values are not recommended for survey control.
 BL1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1879.See file dsdata.txt to determine how the superseded data were derived.
 BL1879
 BL1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP619313(NAD 83)
 BL1879_MARKER: DB = BENCH MARK DISK
 BL1879_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BL1879+WITH SETTING: PAVEMENT
 BL1879_SP_SET: CATCH BASIN
 BL1879_STAMPING: S 1251 1978
 BL1879_MARK LOGO: NGS   
 BL1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1879+STABILITY: SURFACE MOTION
 BL1879
 BL1879  HISTORY     - Date     Condition        Report By
 BL1879  HISTORY     - 1978     MONUMENTED       NGS
 BL1879  HISTORY     - 1986     GOOD             NGS
 BL1879  HISTORY     - 19950905 GOOD             USPSQD
 BL1879  HISTORY     - 20050814 GOOD             GEOCAC
 BL1879
 BL1879                          STATION DESCRIPTION
 BL1879
 BL1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1879'3.3 MI WEST FROM SPRING.
 BL1879'3.3 MILES WEST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL1879'OF HARDY STREET IN SPRING.  SET IN THE NORTHWEST CORNER OF A CATCH BA-
 BL1879'SIN ON THE SOUTHEAST CORNER OF ROSEVILLE STREET AND NUTWOOD STREET,
 BL1879'148 FEET SOUTH OF THE SOUTH RAIL, 46.5 FEET NORTH OF THE CENTERLINE OF
 BL1879'NUTWOOD STREET, AND 13 FEET EAST OF THE CENTERLINE OF ROSEVILLE
 BL1879'STREET.
 BL1879
 BL1879                          STATION RECOVERY (1986)
 BL1879
 BL1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1879'RECOVERED IN GOOD CONDITION.
 BL1879
 BL1879                          STATION RECOVERY (1995)
 BL1879
 BL1879'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1879'RECOVERED IN GOOD CONDITION.
 BL1879
 BL1879                          STATION RECOVERY (2005)
 BL1879
 BL1879'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1879'SHOULD READ 36.5 FEET NORTH OF THE CENTERLINE OF NUTWOOD STREET
 BL1879'LAT/LON BY HANDHELD GPS(NAD83) N30 05 23.0 W095 28 11.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2178 ***********************************************************************
 AW2178  DESIGNATION -  S 1252
 AW2178  PID         -  AW2178
 AW2178  STATE/COUNTY-  TX/HARRIS
 AW2178  USGS QUAD   -  KATY (1980)
 AW2178
 AW2178                         *CURRENT SURVEY CONTROL
 AW2178  ___________________________________________________________________
 AW2178* NAD 83(1986)-  29 52 29.     (N)    095 49 36.     (W)     SCALED    
 AW2178* NAVD 88     -        48.913  (meters)     160.48   (feet)  ADJUSTED  
 AW2178  ___________________________________________________________________
 AW2178  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW2178  DYNAMIC HT  -          48.846 (meters)     160.26  (feet)  COMP
 AW2178  MODELED GRAV-     979,278.0   (mgal)                       NAVD 88
 AW2178
 AW2178  VERT ORDER  -  FIRST     CLASS II
 AW2178
 AW2178.The horizontal coordinates were scaled from a topographic map and have
 AW2178.an estimated accuracy of +/- 6 seconds.
 AW2178
 AW2178.The orthometric height was determined by differential leveling
 AW2178.and adjusted by the National Geodetic Survey in June 1991..
 AW2178
 AW2178.The geoid height was determined by GEOID03.
 AW2178
 AW2178.The dynamic height is computed by dividing the NAVD 88
 AW2178.geopotential number by the normal gravity value computed on the
 AW2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2178.degrees latitude (g = 980.6199 gals.).
 AW2178
 AW2178.The modeled gravity was interpolated from observed gravity values.
 AW2178
 AW2178;                    North         East    Units  Estimated Accuracy
 AW2178;SPC TXSC     - 4,230,400.      906,500.      MT  (+/- 180 meters Scaled)
 AW2178
 AW2178                          SUPERSEDED SURVEY CONTROL
 AW2178
 AW2178  NGVD 29 (12/23/87)   48.903  (m)          160.44   (f) ADJUSTED    1 2
 AW2178
 AW2178.Superseded values are not recommended for survey control.
 AW2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2178.See file dsdata.txt to determine how the superseded data were derived.
 AW2178
 AW2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP269082(NAD 83)
 AW2178_MARKER: DB = BENCH MARK DISK
 AW2178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2178_SP_SET: STAINLESS STEEL ROD
 AW2178_STAMPING: S 1252 1978
 AW2178_MARK LOGO: NGS   
 AW2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2178+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 AW2178
 AW2178  HISTORY     - Date     Condition        Report By
 AW2178  HISTORY     - 1978     MONUMENTED       NGS
 AW2178  HISTORY     - 1986     GOOD             NGS
 AW2178  HISTORY     - 19940625 GOOD             USPSQD
 AW2178  HISTORY     - 20041011 GOOD             USPSQD
 AW2178
 AW2178                          STATION DESCRIPTION
 AW2178
 AW2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2178'6.2 MI NW FROM KATY.
 AW2178'6.1 MILES NORTH ALONG KATY HOCKLEY ROAD FROM THE JUNCTION OF U.S.
 AW2178'HIGHWAY 90 AND AVENUE D, AND THENCE ABOUT 0.1 MILE WEST ALONG FARM
 AW2178'ROAD 529, TO A DIRT ROAD LEADING NORTH AND INTO A FIELD.  SET INSIDE
 AW2178'OF THE SOUTHEAST CORNER OF A SMALL PASTURE, 62.5 FEET NORTH OF THE
 AW2178'CENTERLINE OF FARM ROAD 529, 27.5 FEET WEST OF THE CENTER OF THE
 AW2178'DIRT ROAD LEADING NORTH, 1 FOOT WEST OF A NORTH AND SOUTH FENCE, AND
 AW2178'1 FOOT NORTH OF AN EAST AND WEST FENCE.  DISK IS LEVEL WITH THE
 AW2178'GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW
 AW2178'PLUG.
 AW2178
 AW2178                          STATION RECOVERY (1986)
 AW2178
 AW2178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2178'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2178'AT A GRAVEL ENTRANCE ROAD NORTH TO A LARGE TWO-STORY BRICK MANSION,
 AW2178'0.3 METER (1.0 FT) NORTHWEST OF A CORNER FENCE POST OF A PASTURE.
 AW2178
 AW2178                          STATION RECOVERY (1994)
 AW2178
 AW2178'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2178'RECOVERED IN GOOD CONDITION.
 AW2178
 AW2178                          STATION RECOVERY (2004)
 AW2178
 AW2178'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0090 ***********************************************************************
 AM0090  DESIGNATION -  S 1255
 AM0090  PID         -  AM0090
 AM0090  STATE/COUNTY-  TX/BRAZORIA
 AM0090  USGS QUAD   -  FREEPORT (1974)
 AM0090
 AM0090                         *CURRENT SURVEY CONTROL
 AM0090  ___________________________________________________________________
 AM0090* NAD 83(1986)-  28 57 31.     (N)    095 17 46.     (W)     SCALED    
 AM0090* NAVD 88     -         7.42   (+/-2cm)      24.3    (feet)  VERTCON   
 AM0090  ___________________________________________________________________
 AM0090  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AM0090
 AM0090  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0090
 AM0090.The horizontal coordinates were scaled from a topographic map and have
 AM0090.an estimated accuracy of +/- 6 seconds.
 AM0090
 AM0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0090.The vertical order pertains to the NGVD 29 superseded value.
 AM0090
 AM0090.The geoid height was determined by GEOID03.
 AM0090
 AM0090;                    North         East    Units  Estimated Accuracy
 AM0090;SPC TXSC     - 4,130,430.      960,950.      MT  (+/- 180 meters Scaled)
 AM0090
 AM0090                          SUPERSEDED SURVEY CONTROL
 AM0090
 AM0090  NGVD 29 (??/??/92)    7.446  (m)           24.43   (f) ADJ UNCH    1 1
 AM0090
 AM0090.Superseded values are not recommended for survey control.
 AM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0090.See file dsdata.txt to determine how the superseded data were derived.
 AM0090
 AM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN762055(NAD 83)
 AM0090_MARKER: DB = BENCH MARK DISK
 AM0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0090_SP_SET: GUARD RAIL
 AM0090_STAMPING: S 1255 1978
 AM0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0090
 AM0090  HISTORY     - Date     Condition        Report By
 AM0090  HISTORY     - 1978     MONUMENTED       NGS
 AM0090  HISTORY     - 1988     GOOD             USPSQD
 AM0090  HISTORY     - 1989     GOOD             USPSQD
 AM0090  HISTORY     - 1989     GOOD             USPSQD
 AM0090  HISTORY     - 19940416 GOOD             USPSQD
 AM0090  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0090  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0090  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0090
 AM0090                          STATION DESCRIPTION
 AM0090
 AM0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0090'0.7 MI NW FROM SURFSIDE.
 AM0090'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 332 FROM THE JUNCTION OF
 AM0090'COUNTY ROAD 257 AT SURFSIDE, 15 FT NORTHEAST OF THE CENTERLINE
 AM0090'OF THE HIGHWAY 332, 7 FT NORTHWEST OF THE NORTHWEST END OF A
 AM0090'METAL HAND RAIL, 3 FT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 AM0090'GUARD RAILING, 15 FT SOUTH OF A TELEPHONE POLE. SET IN THE TOP
 AM0090'OF THE NORTHEAST CONCRETE GUARD RAIL AT THE NORTHEAST END OF THE
 AM0090'BRIDGE OVER THE INTRACOASTAL WATERWAY.
 AM0090
 AM0090                          STATION RECOVERY (1988)
 AM0090
 AM0090'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AM0090'RECOVERED IN GOOD CONDITION.
 AM0090
 AM0090                          STATION RECOVERY (1989)
 AM0090
 AM0090'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AM0090'RECOVERED IN GOOD CONDITION.
 AM0090
 AM0090                          STATION RECOVERY (1989)
 AM0090
 AM0090'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0090'RECOVERED IN GOOD CONDITION.
 AM0090
 AM0090                          STATION RECOVERY (1994)
 AM0090
 AM0090'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0090'RECOVERED IN GOOD CONDITION.
 AM0090
 AM0090                          STATION RECOVERY (1998)
 AM0090
 AM0090'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0090'MARK NOT FOUND.
 AM0090
 AM0090                          STATION RECOVERY (2004)
 AM0090
 AM0090'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0090'MARK NOT FOUND.
 AM0090
 AM0090                          STATION RECOVERY (2005)
 AM0090
 AM0090'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0135 ***********************************************************************
 AM0135  DESIGNATION -  S 1256
 AM0135  PID         -  AM0135
 AM0135  STATE/COUNTY-  TX/MATAGORDA
 AM0135  USGS QUAD   -  WADSWORTH (1972)
 AM0135
 AM0135                         *CURRENT SURVEY CONTROL
 AM0135  ___________________________________________________________________
 AM0135* NAD 83(1986)-  28 45 24.     (N)    095 56 44.     (W)     SCALED    
 AM0135* NAVD 88     -         6.50   (+/-2cm)      21.3    (feet)  VERTCON   
 AM0135  ___________________________________________________________________
 AM0135  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0135
 AM0135  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0135
 AM0135.The horizontal coordinates were scaled from a topographic map and have
 AM0135.an estimated accuracy of +/- 6 seconds.
 AM0135
 AM0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0135.The vertical order pertains to the NGVD 29 superseded value.
 AM0135
 AM0135.The geoid height was determined by GEOID03.
 AM0135
 AM0135;                    North         East    Units  Estimated Accuracy
 AM0135;SPC TXSC     - 4,106,230.      898,260.      MT  (+/- 180 meters Scaled)
 AM0135
 AM0135                          SUPERSEDED SURVEY CONTROL
 AM0135
 AM0135  NGVD 29 (??/??/92)    6.548  (m)           21.48   (f) ADJ UNCH    1 1
 AM0135
 AM0135.Superseded values are not recommended for survey control.
 AM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0135.See file dsdata.txt to determine how the superseded data were derived.
 AM0135
 AM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM123845(NAD 83)
 AM0135_MARKER: DB = BENCH MARK DISK
 AM0135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0135_SP_SET: STAINLESS STEEL ROD
 AM0135_STAMPING: S 1256 1978
 AM0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0135+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0135
 AM0135  HISTORY     - Date     Condition        Report By
 AM0135  HISTORY     - 1978     MONUMENTED       NGS
 AM0135  HISTORY     - 20060316 GOOD             USPSQD
 AM0135
 AM0135                          STATION DESCRIPTION
 AM0135
 AM0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0135'4.95 MI NORTH FROM MATAGORDA.
 AM0135'4.95 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AM0135'MATAGORDA, 5.5 MILES SOUTH FROM WADSWORTH, 55 FT. EAST OF THE
 AM0135'CENTER LINE OF THE HIGHWAY, 38 FT. SOUTH OF THE CENTER LINE OF A
 AM0135'SHELL ROAD LEADING EAST, 82 FT. SOUTH OF A TELEPHONE POLE, 110 FT.
 AM0135'SOUTH OF A SELKIRT ISLAND SIGN, 2 FT. EAST OF A FENCE CORNER.
 AM0135
 AM0135                          STATION RECOVERY (2006)
 AM0135
 AM0135'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0135'FOUND AS DESCRIBED.  GO TO N28 45 25.1 W095 56 44.5.  THE MARK IS 2
 AM0135'FOOT NORTH OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0174 ***********************************************************************
 AH0174  DESIGNATION -  S 1257
 AH0174  PID         -  AH0174
 AH0174  STATE/COUNTY-  TX/NUECES
 AH0174  USGS QUAD   -  ESTES (1975)
 AH0174
 AH0174                         *CURRENT SURVEY CONTROL
 AH0174  ___________________________________________________________________
 AH0174* NAD 83(1986)-  27 52 31.     (N)    097 05 38.     (W)     SCALED    
 AH0174* NAVD 88     -         1.329  (meters)       4.36   (feet)  ADJUSTED  
 AH0174  ___________________________________________________________________
 AH0174  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH0174  DYNAMIC HT  -           1.327 (meters)       4.35  (feet)  COMP
 AH0174  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 AH0174
 AH0174  VERT ORDER  -  FIRST     CLASS I
 AH0174
 AH0174.The horizontal coordinates were scaled from a topographic map and have
 AH0174.an estimated accuracy of +/- 6 seconds.
 AH0174
 AH0174.The orthometric height was determined by differential leveling
 AH0174.and adjusted by the National Geodetic Survey in June 1991..
 AH0174
 AH0174.The geoid height was determined by GEOID03.
 AH0174
 AH0174.The dynamic height is computed by dividing the NAVD 88
 AH0174.geopotential number by the normal gravity value computed on the
 AH0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0174.degrees latitude (g = 980.6199 gals.).
 AH0174
 AH0174.The modeled gravity was interpolated from observed gravity values.
 AH0174
 AH0174;                    North         East    Units  Estimated Accuracy
 AH0174;SPC TX S     - 5,245,480.      438,470.      MT  (+/- 180 meters Scaled)
 AH0174
 AH0174                          SUPERSEDED SURVEY CONTROL
 AH0174
 AH0174  NGVD 29 (??/??/92)    1.439  (m)            4.72   (f) ADJ UNCH    1 1
 AH0174
 AH0174.Superseded values are not recommended for survey control.
 AH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0174.See file dsdata.txt to determine how the superseded data were derived.
 AH0174
 AH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR876848(NAD 83)
 AH0174_MARKER: DV = VERTICAL CONTROL DISK
 AH0174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0174_SP_SET: STAINLESS STEEL ROD
 AH0174_STAMPING: S 1257 1978
 AH0174_MARK LOGO: NGS   
 AH0174_MAGNETIC: I = MARKER IS A STEEL ROD
 AH0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0174+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0174
 AH0174  HISTORY     - Date     Condition        Report By
 AH0174  HISTORY     - 1978     MONUMENTED       NGS
 AH0174  HISTORY     - 1989     GOOD             USPSQD
 AH0174  HISTORY     - 1989     GOOD             USPSQD
 AH0174  HISTORY     - 1989     GOOD             USPSQD
 AH0174  HISTORY     - 1989     GOOD             USPSQD
 AH0174  HISTORY     - 19970203 GOOD             NGS
 AH0174
 AH0174                          STATION DESCRIPTION
 AH0174
 AH0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0174'3.9 MI SE FROM ARANSAS PASS.
 AH0174'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 361 FROM JUNCTION WITH
 AH0174'STATE HIGHWAY 35 BUSINESS IN ARANSAS PASS TO SITE OF BENCH MARK.
 AH0174'230 FEET SOUTHWEST OF THE WATERS EDGE, 102 FEET NORTHEAST OF THE
 AH0174'CENTERLINE OF HIGHWAY, 30 FEET NORTHWEST OF A SHELL ROAD LEADING
 AH0174'NORTH TO THE BAIT HUT AND WATERFRONT AND 2 FEET SOUTHWEST OF A
 AH0174'POWERLINE POLE.
 AH0174
 AH0174                          STATION RECOVERY (1989)
 AH0174
 AH0174'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AH0174'RECOVERED IN GOOD CONDITION.
 AH0174
 AH0174                          STATION RECOVERY (1989)
 AH0174
 AH0174'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0174'RECOVERED IN GOOD CONDITION.
 AH0174
 AH0174                          STATION RECOVERY (1989)
 AH0174
 AH0174'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0174'RECOVERED IN GOOD CONDITION.
 AH0174
 AH0174                          STATION RECOVERY (1989)
 AH0174
 AH0174'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0174'RECOVERED IN GOOD CONDITION.
 AH0174
 AH0174                          STATION RECOVERY (1997)
 AH0174
 AH0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0174'5.5 KM (3.40 MI) EASTERLY ALONG STATE HIGHWAY 361 FROM THE POST OFFICE
 AH0174'IN ARANSAS PASS, 31.0 M (101.7 FT) NORTHEAST OF THE HIGHWAY
 AH0174'CENTERLINE, 6.3 M (20.7 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY
 AH0174'LEADING TO A BOAT DOCK, 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST,
 AH0174'0.4 M (1.3 FT) SOUTHWEST OF A UTILITY POLE, AND 0.4 M (1.3 FT) BELOW
 AH0174'THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC
 AH0174'PIPE AND IS PLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0089 ***********************************************************************
 AO0089  DESIGNATION -  S 126
 AO0089  PID         -  AO0089
 AO0089  STATE/COUNTY-  TX/LIVE OAK
 AO0089  USGS QUAD   -  CALLIHAM (1967)
 AO0089
 AO0089                         *CURRENT SURVEY CONTROL
 AO0089  ___________________________________________________________________
 AO0089* NAD 83(1986)-  28 28 29.     (N)    098 17 47.     (W)     SCALED    
 AO0089* NAVD 88     -        61.989  (meters)     203.38   (feet)  ADJUSTED  
 AO0089  ___________________________________________________________________
 AO0089  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AO0089  DYNAMIC HT  -          61.897 (meters)     203.07  (feet)  COMP
 AO0089  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 AO0089
 AO0089  VERT ORDER  -  SECOND    CLASS 0
 AO0089
 AO0089.The horizontal coordinates were scaled from a topographic map and have
 AO0089.an estimated accuracy of +/- 6 seconds.
 AO0089
 AO0089.The orthometric height was determined by differential leveling
 AO0089.and adjusted by the National Geodetic Survey in June 1991..
 AO0089
 AO0089.The geoid height was determined by GEOID03.
 AO0089
 AO0089.The dynamic height is computed by dividing the NAVD 88
 AO0089.geopotential number by the normal gravity value computed on the
 AO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0089.degrees latitude (g = 980.6199 gals.).
 AO0089
 AO0089.The modeled gravity was interpolated from observed gravity values.
 AO0089
 AO0089;                    North         East    Units  Estimated Accuracy
 AO0089;SPC TXSC     - 4,071,290.      668,900.      MT  (+/- 180 meters Scaled)
 AO0089
 AO0089                          SUPERSEDED SURVEY CONTROL
 AO0089
 AO0089  NGVD 29 (??/??/92)   61.961  (m)          203.28   (f) ADJ UNCH    2 0
 AO0089
 AO0089.Superseded values are not recommended for survey control.
 AO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0089.See file dsdata.txt to determine how the superseded data were derived.
 AO0089
 AO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS688499(NAD 83)
 AO0089_MARKER: DB = BENCH MARK DISK
 AO0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0089_STAMPING: 203.297 S 126 1933
 AO0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0089+STABILITY: SURFACE MOTION
 AO0089
 AO0089  HISTORY     - Date     Condition        Report By
 AO0089  HISTORY     - 1933     MONUMENTED       CGS
 AO0089  HISTORY     - 1967     GOOD             USGS
 AO0089
 AO0089                          STATION DESCRIPTION
 AO0089
 AO0089'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AO0089'6.8 MI W FROM THREE RIVERS.
 AO0089'6.8 MI. WEST ALONG STATE HWY. 63 FROM THREE RIVERS, CALLIHAM, 3.3
 AO0089'MILES EAST ALONG STATE HIGHWAY 72.  241 FEET NORTH OF HIGHWAY ON LANE.
 AO0089'40 FEET SOUTH OF OLD ROAD AND 10 FEET WEST OF THE CENTER OF THE LANE.
 AO0089'IN A CONCRETE POST.  A STANDARD BRONZE DISK STAMPED 203.297 S 126
 AO0089'1933 PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0120 ***********************************************************************
 AO0120  DESIGNATION -  S 127
 AO0120  PID         -  AO0120
 AO0120  STATE/COUNTY-  TX/LA SALLE
 AO0120  USGS QUAD   -  FOWLERTON (1969)
 AO0120
 AO0120                         *CURRENT SURVEY CONTROL
 AO0120  ___________________________________________________________________
 AO0120* NAD 83(1986)-  28 27 40.     (N)    098 49 20.     (W)     SCALED    
 AO0120* NAVD 88     -        93.534  (meters)     306.87   (feet)  ADJUSTED  
 AO0120  ___________________________________________________________________
 AO0120  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AO0120  DYNAMIC HT  -          93.394 (meters)     306.41  (feet)  COMP
 AO0120  MODELED GRAV-     979,154.1   (mgal)                       NAVD 88
 AO0120
 AO0120  VERT ORDER  -  SECOND    CLASS 0
 AO0120
 AO0120.The horizontal coordinates were scaled from a topographic map and have
 AO0120.an estimated accuracy of +/- 6 seconds.
 AO0120
 AO0120.The orthometric height was determined by differential leveling
 AO0120.and adjusted by the National Geodetic Survey in June 1991..
 AO0120
 AO0120.The geoid height was determined by GEOID03.
 AO0120
 AO0120.The dynamic height is computed by dividing the NAVD 88
 AO0120.geopotential number by the normal gravity value computed on the
 AO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0120.degrees latitude (g = 980.6199 gals.).
 AO0120
 AO0120.The modeled gravity was interpolated from observed gravity values.
 AO0120
 AO0120;                    North         East    Units  Estimated Accuracy
 AO0120;SPC TXSC     - 4,069,590.      617,410.      MT  (+/- 180 meters Scaled)
 AO0120
 AO0120                          SUPERSEDED SURVEY CONTROL
 AO0120
 AO0120  NGVD 29 (??/??/92)   93.492  (m)          306.73   (f) ADJ UNCH    2 0
 AO0120
 AO0120.Superseded values are not recommended for survey control.
 AO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0120.See file dsdata.txt to determine how the superseded data were derived.
 AO0120
 AO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS174482(NAD 83)
 AO0120_MARKER: DB = BENCH MARK DISK
 AO0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0120_STAMPING: 306.689 S 127 1933
 AO0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0120+STABILITY: SURFACE MOTION
 AO0120
 AO0120  HISTORY     - Date     Condition        Report By
 AO0120  HISTORY     - 1933     MONUMENTED       CGS
 AO0120  HISTORY     - 1934     GOOD             NGS
 AO0120
 AO0120                          STATION DESCRIPTION
 AO0120
 AO0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0120'0.6 MI W FROM FOWLERTON.
 AO0120'0.6 MILE WEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0120'FOWLERTON, LASALLE COUNTY, AT A TURN NORTH OF A FENCE AND A TRAIL, 53
 AO0120'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET EAST OF A FENCE
 AO0120'CORNER.  A STANDARD DISK, STAMPED 306.689 S 127 1933 AND SET IN THE
 AO0120'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1857 ***********************************************************************
 AN1857  DESIGNATION -  S 1272
 AN1857  PID         -  AN1857
 AN1857  STATE/COUNTY-  TX/REFUGIO
 AN1857  USGS QUAD   -  WOODSBORO (1978)
 AN1857
 AN1857                         *CURRENT SURVEY CONTROL
 AN1857  ___________________________________________________________________
 AN1857* NAD 83(1986)-  28 11 35.     (N)    097 22 19.     (W)     SCALED    
 AN1857* NAVD 88     -        13.941  (meters)      45.74   (feet)  ADJUSTED  
 AN1857  ___________________________________________________________________
 AN1857  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1857  DYNAMIC HT  -          13.920 (meters)      45.67  (feet)  COMP
 AN1857  MODELED GRAV-     979,147.5   (mgal)                       NAVD 88
 AN1857
 AN1857  VERT ORDER  -  FIRST     CLASS I
 AN1857
 AN1857.The horizontal coordinates were scaled from a topographic map and have
 AN1857.an estimated accuracy of +/- 6 seconds.
 AN1857
 AN1857.The orthometric height was determined by differential leveling
 AN1857.and adjusted by the National Geodetic Survey in June 1991..
 AN1857
 AN1857.The geoid height was determined by GEOID03.
 AN1857
 AN1857.The dynamic height is computed by dividing the NAVD 88
 AN1857.geopotential number by the normal gravity value computed on the
 AN1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1857.degrees latitude (g = 980.6199 gals.).
 AN1857
 AN1857.The modeled gravity was interpolated from observed gravity values.
 AN1857
 AN1857;                    North         East    Units  Estimated Accuracy
 AN1857;SPC TXSC     - 4,040,980.      759,860.      MT  (+/- 180 meters Scaled)
 AN1857
 AN1857                          SUPERSEDED SURVEY CONTROL
 AN1857
 AN1857  NGVD 29 (??/??/92)   14.107  (m)           46.28   (f) ADJ UNCH    1 1
 AN1857
 AN1857.Superseded values are not recommended for survey control.
 AN1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1857.See file dsdata.txt to determine how the superseded data were derived.
 AN1857
 AN1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS598196(NAD 83)
 AN1857_MARKER: DB = BENCH MARK DISK
 AN1857_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1857_SP_SET: STAINLESS STEEL ROD
 AN1857_STAMPING: S 1272 1978
 AN1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1857
 AN1857  HISTORY     - Date     Condition        Report By
 AN1857  HISTORY     - 1978     MONUMENTED       NGS
 AN1857  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1857  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1857
 AN1857                          STATION DESCRIPTION
 AN1857
 AN1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1857'4.0 MI NE FROM WOODSBORO.
 AN1857'4.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 77 FROM ITS JUNCTION WITH FARM
 AN1857'ROAD 136 IN WOODSBORO, 40 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 AN1857'22 FEET NORTHWEST OF THE CENTER OF THE MISSOURI PACIFIC RAILROAD TRACK
 AN1857'AND 1 FOOT SOUTHWEST OF MILE POLE 176.
 AN1857
 AN1857                          STATION RECOVERY (1990)
 AN1857
 AN1857'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1857'MARK NOT FOUND.
 AN1857
 AN1857                          STATION RECOVERY (1999)
 AN1857
 AN1857'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1853 ***********************************************************************
 AN1853  DESIGNATION -  S 1273
 AN1853  PID         -  AN1853
 AN1853  STATE/COUNTY-  TX/REFUGIO
 AN1853  USGS QUAD   -  REFUGIO (1979)
 AN1853
 AN1853                         *CURRENT SURVEY CONTROL
 AN1853  ___________________________________________________________________
 AN1853* NAD 83(1986)-  28 15 51.     (N)    097 18 38.     (W)     SCALED    
 AN1853* NAVD 88     -        11.365  (meters)      37.29   (feet)  ADJUSTED  
 AN1853  ___________________________________________________________________
 AN1853  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1853  DYNAMIC HT  -          11.348 (meters)      37.23  (feet)  COMP
 AN1853  MODELED GRAV-     979,153.6   (mgal)                       NAVD 88
 AN1853
 AN1853  VERT ORDER  -  FIRST     CLASS I
 AN1853
 AN1853.The horizontal coordinates were scaled from a topographic map and have
 AN1853.an estimated accuracy of +/- 6 seconds.
 AN1853
 AN1853.The orthometric height was determined by differential leveling
 AN1853.and adjusted by the National Geodetic Survey in June 1991..
 AN1853
 AN1853.The geoid height was determined by GEOID03.
 AN1853
 AN1853.The dynamic height is computed by dividing the NAVD 88
 AN1853.geopotential number by the normal gravity value computed on the
 AN1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1853.degrees latitude (g = 980.6199 gals.).
 AN1853
 AN1853.The modeled gravity was interpolated from observed gravity values.
 AN1853
 AN1853;                    North         East    Units  Estimated Accuracy
 AN1853;SPC TXSC     - 4,048,950.      765,770.      MT  (+/- 180 meters Scaled)
 AN1853
 AN1853                          SUPERSEDED SURVEY CONTROL
 AN1853
 AN1853  NGVD 29 (??/??/92)   11.526  (m)           37.81   (f) ADJ UNCH    1 1
 AN1853
 AN1853.Superseded values are not recommended for survey control.
 AN1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1853.See file dsdata.txt to determine how the superseded data were derived.
 AN1853
 AN1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS657276(NAD 83)
 AN1853_MARKER: DB = BENCH MARK DISK
 AN1853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1853_SP_SET: HEADWALL
 AN1853_STAMPING: S 1273 1978
 AN1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1853
 AN1853  HISTORY     - Date     Condition        Report By
 AN1853  HISTORY     - 1978     MONUMENTED       NGS
 AN1853  HISTORY     - 1990     POOR             USPSQD
 AN1853  HISTORY     - 19940716 GOOD             USPSQD
 AN1853  HISTORY     - 19990724 GOOD             USPSQD
 AN1853
 AN1853                          STATION DESCRIPTION
 AN1853
 AN1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1853'3.2 MI SW FROM REFUGIO.
 AN1853'3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1853'REFUGIO, SET IN THE TOP AND 1 FT SOUTHWEST OF THE NORTHEAST END
 AN1853'OF THE NORTHWEST HEADWALL OF A MULTI-BOX CULVERT, 22 FT NORTHWEST OF
 AN1853'THE CENTER LINE OF THE HIGHWAY.
 AN1853
 AN1853                          STATION RECOVERY (1990)
 AN1853
 AN1853'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1853'MARK RECOVERED IN POOR CONDITION.
 AN1853
 AN1853                          STATION RECOVERY (1994)
 AN1853
 AN1853'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1853'RECOVERED IN GOOD CONDITION.
 AN1853
 AN1853                          STATION RECOVERY (1999)
 AN1853
 AN1853'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0002 ***********************************************************************
 AM0002  DESIGNATION -  S 1274
 AM0002  PID         -  AM0002
 AM0002  STATE/COUNTY-  TX/BRAZORIA
 AM0002  USGS QUAD   -  FREEPORT (1974)
 AM0002
 AM0002                         *CURRENT SURVEY CONTROL
 AM0002  ___________________________________________________________________
 AM0002* NAD 83(1986)-  28 58 55.     (N)    095 20 17.     (W)     SCALED    
 AM0002* NAVD 88     -         0.46   (+/-2cm)       1.5    (feet)  VERTCON   
 AM0002  ___________________________________________________________________
 AM0002  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AM0002
 AM0002  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0002
 AM0002.The horizontal coordinates were scaled from a topographic map and have
 AM0002.an estimated accuracy of +/- 6 seconds.
 AM0002
 AM0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0002.The vertical order pertains to the NGVD 29 superseded value.
 AM0002
 AM0002.The geoid height was determined by GEOID03.
 AM0002
 AM0002;                    North         East    Units  Estimated Accuracy
 AM0002;SPC TXSC     - 4,132,880.      956,780.      MT  (+/- 180 meters Scaled)
 AM0002
 AM0002                          SUPERSEDED SURVEY CONTROL
 AM0002
 AM0002  NGVD 29 (??/??/92)    0.478  (m)            1.57   (f) ADJ UNCH    1 1
 AM0002
 AM0002.Superseded values are not recommended for survey control.
 AM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0002.See file dsdata.txt to determine how the superseded data were derived.
 AM0002
 AM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN722082(NAD 83)
 AM0002_MARKER: DB = BENCH MARK DISK
 AM0002_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AM0002_SP_SET: GALVANIZED STEEL ROD
 AM0002_STAMPING: S 1274 1978
 AM0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0002
 AM0002  HISTORY     - Date     Condition        Report By
 AM0002  HISTORY     - 1978     MONUMENTED       NGS
 AM0002  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0002  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0002
 AM0002                          STATION DESCRIPTION
 AM0002
 AM0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0002'IN OYSTER CREEK.
 AM0002'1.85 MILES NORTHEAST ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH
 AM0002'GULF BOULEVARD AT FREEPORT, 0.05 MILE SOUTH OF THE JUNCTION
 AM0002'OF STATE HIGHWAY 332, AT THE ENTRANCE TO THE DOW CHEMICAL COMPANY,
 AM0002'90 FT WEST OF THE CENTER LINE OF THE ROAD, 28 FT SOUTH OF THE CENTER
 AM0002'LINE OF THE ENTRANCE ROAD.
 AM0002
 AM0002                          STATION RECOVERY (1998)
 AM0002
 AM0002'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0002'MARK NOT FOUND.
 AM0002
 AM0002                          STATION RECOVERY (2005)
 AM0002
 AM0002'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2074 ***********************************************************************
 AW2074  DESIGNATION -  S 1277
 AW2074  PID         -  AW2074
 AW2074  STATE/COUNTY-  TX/HARRIS
 AW2074  USGS QUAD   -  LEAGUE CITY (1995)
 AW2074
 AW2074                         *CURRENT SURVEY CONTROL
 AW2074  ___________________________________________________________________
 AW2074* NAD 83(1986)-  29 37 13.     (N)    095 05 36.     (W)     SCALED    
 AW2074* NAVD 88     -         4.887  (meters)      16.03   (feet)  ADJUSTED  
 AW2074  ___________________________________________________________________
 AW2074  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW2074  DYNAMIC HT  -           4.881 (meters)      16.01  (feet)  COMP
 AW2074  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 AW2074
 AW2074  VERT ORDER  -  FIRST     CLASS II
 AW2074
 AW2074.The horizontal coordinates were scaled from a topographic map and have
 AW2074.an estimated accuracy of +/- 6 seconds.
 AW2074
 AW2074.The orthometric height was determined by differential leveling
 AW2074.and adjusted by the National Geodetic Survey in June 1991..
 AW2074
 AW2074.The geoid height was determined by GEOID03.
 AW2074
 AW2074.The dynamic height is computed by dividing the NAVD 88
 AW2074.geopotential number by the normal gravity value computed on the
 AW2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2074.degrees latitude (g = 980.6199 gals.).
 AW2074
 AW2074.The modeled gravity was interpolated from observed gravity values.
 AW2074
 AW2074;                    North         East    Units  Estimated Accuracy
 AW2074;SPC TXSC     - 4,204,360.      978,250.      MT  (+/- 180 meters Scaled)
 AW2074
 AW2074                          SUPERSEDED SURVEY CONTROL
 AW2074
 AW2074  NGVD 29 (12/23/87)    4.884  (m)           16.02   (f) ADJUSTED    1 2
 AW2074
 AW2074.Superseded values are not recommended for survey control.
 AW2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2074.See file dsdata.txt to determine how the superseded data were derived.
 AW2074
 AW2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN973785(NAD 83)
 AW2074_MARKER: DB = BENCH MARK DISK
 AW2074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2074_SP_SET: WINGWALL
 AW2074_STAMPING: S 1277 1978
 AW2074_MARK LOGO: NGS   
 AW2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2074+STABILITY: SURFACE MOTION
 AW2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2074+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW2074
 AW2074  HISTORY     - Date     Condition        Report By
 AW2074  HISTORY     - 1978     MONUMENTED       NGS
 AW2074  HISTORY     - 1987     GOOD             USPSQD
 AW2074  HISTORY     - 1987     GOOD             NGS
 AW2074  HISTORY     - 1990     GOOD             USPSQD
 AW2074  HISTORY     - 1990     GOOD             USPSQD
 AW2074  HISTORY     - 19931122 GOOD             USPSQD
 AW2074  HISTORY     - 20050116 GOOD             USPSQD
 AW2074
 AW2074                          STATION DESCRIPTION
 AW2074
 AW2074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2074'7.0 MI SW FROM GENOA.
 AW2074'ABOUT 5.7 MILES EAST ALONG GENOA-RED BLUFF ROAD FROM ITS JUNCTION
 AW2074'WITH STATE HIGHWAY 3 IN GENOA, AND THENCE 1.3 MILES SOUTHEAST ALONG
 AW2074'RED BLUFF ROAD.  SET IN TOP OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER
 AW2074'SPRING GULLEY, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 6.5
 AW2074'FEET SOUTHEAST OF THE SOUTH END OF A STEEL GUARD RAIL, AND 1 FOOT
 AW2074'NORTHWEST OF THE SOUTHWEST END OF THE BRIDGE.
 AW2074
 AW2074                          STATION RECOVERY (1987)
 AW2074
 AW2074'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW2074'RECOVERED IN GOOD CONDITION.
 AW2074
 AW2074                          STATION RECOVERY (1987)
 AW2074
 AW2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2074'RECOVERED IN GOOD CONDITION.
 AW2074
 AW2074                          STATION RECOVERY (1990)
 AW2074
 AW2074'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW2074'RECOVERED IN GOOD CONDITION.
 AW2074
 AW2074                          STATION RECOVERY (1990)
 AW2074
 AW2074'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW2074'RECOVERED IN GOOD CONDITION.
 AW2074
 AW2074                          STATION RECOVERY (1993)
 AW2074
 AW2074'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2074'RECOVERED IN GOOD CONDITION.
 AW2074
 AW2074                          STATION RECOVERY (2005)
 AW2074
 AW2074'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1975 ***********************************************************************
 AW1975  DESIGNATION -  S 1278
 AW1975  PID         -  AW1975
 AW1975  STATE/COUNTY-  TX/HARRIS
 AW1975  USGS QUAD   -  HARMASTON (1982)
 AW1975
 AW1975                         *CURRENT SURVEY CONTROL
 AW1975  ___________________________________________________________________
 AW1975* NAD 83(1986)-  29 53 00.     (N)    095 09 13.     (W)     SCALED    
 AW1975* NAVD 88     -        14.773  (meters)      48.47   (feet)  ADJUSTED  
 AW1975  ___________________________________________________________________
 AW1975  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW1975  DYNAMIC HT  -          14.753 (meters)      48.40  (feet)  COMP
 AW1975  MODELED GRAV-     979,297.8   (mgal)                       NAVD 88
 AW1975
 AW1975  VERT ORDER  -  FIRST     CLASS II
 AW1975
 AW1975.The horizontal coordinates were scaled from a topographic map and have
 AW1975.an estimated accuracy of +/- 6 seconds.
 AW1975
 AW1975.The orthometric height was determined by differential leveling
 AW1975.and adjusted by the National Geodetic Survey in June 1991..
 AW1975
 AW1975.The geoid height was determined by GEOID03.
 AW1975
 AW1975.The dynamic height is computed by dividing the NAVD 88
 AW1975.geopotential number by the normal gravity value computed on the
 AW1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1975.degrees latitude (g = 980.6199 gals.).
 AW1975
 AW1975.The modeled gravity was interpolated from observed gravity values.
 AW1975
 AW1975;                    North         East    Units  Estimated Accuracy
 AW1975;SPC TXSC     - 4,233,310.      971,460.      MT  (+/- 180 meters Scaled)
 AW1975
 AW1975                          SUPERSEDED SURVEY CONTROL
 AW1975
 AW1975  NGVD 29 (12/23/87)   14.772  (m)           48.46   (f) ADJUSTED    1 2
 AW1975
 AW1975.Superseded values are not recommended for survey control.
 AW1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1975.See file dsdata.txt to determine how the superseded data were derived.
 AW1975
 AW1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP920078(NAD 83)
 AW1975_MARKER: DB = BENCH MARK DISK
 AW1975_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1975_SP_SET: STAINLESS STEEL ROD
 AW1975_STAMPING: S 1278 1978
 AW1975_MARK LOGO: NGS   
 AW1975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1975
 AW1975  HISTORY     - Date     Condition        Report By
 AW1975  HISTORY     - 1978     MONUMENTED       NGS
 AW1975  HISTORY     - 1983     GOOD             NGS
 AW1975  HISTORY     - 1986     GOOD             NGS
 AW1975
 AW1975                          STATION DESCRIPTION
 AW1975
 AW1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1975'2.5 MI NW FROM SHELDON.
 AW1975'ABOUT 1.0 MILE NORTH ALONG SHELDON ROAD FROM THE INTERSECTION OF
 AW1975'SHELDON ROAD AND U.S. HIGHWAY 90 IN SHELDON, AND THENCE 1.5 MILES
 AW1975'WEST ALONG A PAVED ROAD (GARRETT ROAD), AT THE INTERSECTION OF CLEAR-
 AW1975'FIELD DRIVE, 41.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 35.5 FEET
 AW1975'WEST OF THE CENTERLINE OF CLEARFIELD DRIVE, AND 1 FOOT WEST OF A
 AW1975'POWER POLE.
 AW1975
 AW1975                          STATION RECOVERY (1983)
 AW1975
 AW1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1975'RECOVERED IN GOOD CONDITION.
 AW1975
 AW1975                          STATION RECOVERY (1986)
 AW1975
 AW1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2258 ***********************************************************************
 AW2258  DESIGNATION -  S 1279
 AW2258  PID         -  AW2258
 AW2258  STATE/COUNTY-  TX/HARRIS
 AW2258  USGS QUAD   -  CLODINE (1995)
 AW2258
 AW2258                         *CURRENT SURVEY CONTROL
 AW2258  ___________________________________________________________________
 AW2258* NAD 83(1986)-  29 42 40.     (N)    095 38 39.     (W)     SCALED    
 AW2258* NAVD 88     -        25.59   (+/-2cm)      84.0    (feet)  VERTCON   
 AW2258  ___________________________________________________________________
 AW2258  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2258
 AW2258  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2258
 AW2258.The horizontal coordinates were scaled from a topographic map and have
 AW2258.an estimated accuracy of +/- 6 seconds.
 AW2258
 AW2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2258.The vertical order pertains to the NGVD 29 superseded value.
 AW2258
 AW2258.The geoid height was determined by GEOID03.
 AW2258
 AW2258;                    North         East    Units  Estimated Accuracy
 AW2258;SPC TXSC     - 4,212,770.      924,640.      MT  (+/- 180 meters Scaled)
 AW2258
 AW2258                          SUPERSEDED SURVEY CONTROL
 AW2258
 AW2258  NGVD 29 (04/06/79)   25.580  (m)           83.92   (f) ADJUSTED    1 2
 AW2258
 AW2258.Superseded values are not recommended for survey control.
 AW2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2258.See file dsdata.txt to determine how the superseded data were derived.
 AW2258
 AW2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN441897(NAD 83)
 AW2258_MARKER: DB = BENCH MARK DISK
 AW2258_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2258_SP_SET: STAINLESS STEEL ROD
 AW2258_STAMPING: S 1279 1978
 AW2258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2258
 AW2258  HISTORY     - Date     Condition        Report By
 AW2258  HISTORY     - 1978     MONUMENTED       NGS
 AW2258  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2258  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2258  HISTORY     - 1987     GOOD             USPSQD
 AW2258  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2258
 AW2258                          STATION DESCRIPTION
 AW2258
 AW2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2258'5.1 MI SOUTH FROM ADDICKS.
 AW2258'ABOUT 5.1 MILES SOUTH ALONG STATE HIGHWAY 6, FROM THE INTERSTATE
 AW2258'HIGHWAY 10 OVERPASS IN ADDICKS, AT THE JUNCTION OF ALIEF-CLODINE
 AW2258'ROAD.  105.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 41 FEET
 AW2258'WEST OF THE CENTERLINE OF THE HIGHWAY, 37 FEET SOUTHEAST OF A
 AW2258'POWER POLE,16 FEET NORTH OF THE NORTH RAIL, 10 FEET WEST OF THE
 AW2258'WEST CROSSING POST AND LIGHT, AND 1.5 FEET NORTH OF A POWER POLE
 AW2258'WITH A METER.
 AW2258
 AW2258                          STATION RECOVERY (1983)
 AW2258
 AW2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2258'NOT RECOVERED, MARK HAS BEEN TORN OUT BY CONSTRUCTION, DISK LOST.
 AW2258
 AW2258                          STATION RECOVERY (1986)
 AW2258
 AW2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2258'NOT RECOVERED.
 AW2258
 AW2258                          STATION RECOVERY (1987)
 AW2258
 AW2258'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2258'RECOVERED IN GOOD CONDITION.
 AW2258
 AW2258                          STATION RECOVERY (2004)
 AW2258
 AW2258'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0537 ***********************************************************************
 AJ0537  DESIGNATION -  S 128
 AJ0537  PID         -  AJ0537
 AJ0537  STATE/COUNTY-  TX/JIM HOGG
 AJ0537  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0537
 AJ0537                         *CURRENT SURVEY CONTROL
 AJ0537  ___________________________________________________________________
 AJ0537* NAD 83(1986)-  27 04 36.     (N)    098 34 21.     (W)     SCALED    
 AJ0537* NAVD 88     -       132.823  (meters)     435.77   (feet)  ADJUSTED  
 AJ0537  ___________________________________________________________________
 AJ0537  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AJ0537  DYNAMIC HT  -         132.610 (meters)     435.07  (feet)  COMP
 AJ0537  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 AJ0537
 AJ0537  VERT ORDER  -  SECOND    CLASS 0
 AJ0537
 AJ0537.The horizontal coordinates were scaled from a topographic map and have
 AJ0537.an estimated accuracy of +/- 6 seconds.
 AJ0537
 AJ0537.The orthometric height was determined by differential leveling
 AJ0537.and adjusted by the National Geodetic Survey in June 1991..
 AJ0537
 AJ0537.The geoid height was determined by GEOID03.
 AJ0537
 AJ0537.The dynamic height is computed by dividing the NAVD 88
 AJ0537.geopotential number by the normal gravity value computed on the
 AJ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0537.degrees latitude (g = 980.6199 gals.).
 AJ0537
 AJ0537.The modeled gravity was interpolated from observed gravity values.
 AJ0537
 AJ0537;                    North         East    Units  Estimated Accuracy
 AJ0537;SPC TX S     - 5,156,220.      292,810.      MT  (+/- 180 meters Scaled)
 AJ0537
 AJ0537                          SUPERSEDED SURVEY CONTROL
 AJ0537
 AJ0537  NGVD 29 (??/??/92)  132.858  (m)          435.88   (f) ADJ UNCH    2 0
 AJ0537
 AJ0537.Superseded values are not recommended for survey control.
 AJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0537.See file dsdata.txt to determine how the superseded data were derived.
 AJ0537
 AJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ423949(NAD 83)
 AJ0537_MARKER: DB = BENCH MARK DISK
 AJ0537_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0537_SP_SET: LIMESTONE OUTCROP
 AJ0537_STAMPING: S-128 1933
 AJ0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0537+STABILITY: POSITION/ELEVATION WELL
 AJ0537
 AJ0537  HISTORY     - Date     Condition        Report By
 AJ0537  HISTORY     - 1933     MONUMENTED       CGS
 AJ0537  HISTORY     - 1977     MARK NOT FOUND   USGS
 AJ0537
 AJ0537                          STATION DESCRIPTION
 AJ0537
 AJ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0537'18.5 MI SE FROM HEBBRONVILLE.
 AJ0537'ALONG THE HEBBRONVILLE-ALTA VISTA ROAD.  2.6 MILES SOUTHEAST OF THE
 AJ0537'JUNCTION WITH THE HIGHWAY, AND 3.8 MILES NORTHWEST OF ALTA VISTA.
 AJ0537'ABOUT 18 FT. SOUTHWEST OF THE CENTERLINE OF THE ROAD IN THE TOP OF A
 AJ0537'LIMESTONE OUTCROP ABOUT 70 IN DIAMETER AND 18 FEET HIGH.
 AJ0537
 AJ0537                          STATION RECOVERY (1977)
 AJ0537
 AJ0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 AJ0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1893 ***********************************************************************
 AW1893  DESIGNATION -  S 1281
 AW1893  PID         -  AW1893
 AW1893  STATE/COUNTY-  TX/HARRIS
 AW1893  USGS QUAD   -  CYPRESS (1995)
 AW1893
 AW1893                         *CURRENT SURVEY CONTROL
 AW1893  ___________________________________________________________________
 AW1893* NAD 83(1986)-  29 52 32.     (N)    095 44 57.     (W)     SCALED    
 AW1893* NAVD 88     -        43.906  (meters)     144.05   (feet)  ADJUSTED  
 AW1893  ___________________________________________________________________
 AW1893  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AW1893  DYNAMIC HT  -          43.847 (meters)     143.85  (feet)  COMP
 AW1893  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 AW1893
 AW1893  VERT ORDER  -  FIRST     CLASS II
 AW1893
 AW1893.The horizontal coordinates were scaled from a topographic map and have
 AW1893.an estimated accuracy of +/- 6 seconds.
 AW1893
 AW1893.The orthometric height was determined by differential leveling
 AW1893.and adjusted by the National Geodetic Survey in June 1991..
 AW1893
 AW1893.The geoid height was determined by GEOID03.
 AW1893
 AW1893.The dynamic height is computed by dividing the NAVD 88
 AW1893.geopotential number by the normal gravity value computed on the
 AW1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1893.degrees latitude (g = 980.6199 gals.).
 AW1893
 AW1893.The modeled gravity was interpolated from observed gravity values.
 AW1893
 AW1893;                    North         East    Units  Estimated Accuracy
 AW1893;SPC TXSC     - 4,230,700.      913,980.      MT  (+/- 180 meters Scaled)
 AW1893
 AW1893                          SUPERSEDED SURVEY CONTROL
 AW1893
 AW1893  NGVD 29 (12/23/87)   43.898  (m)          144.02   (f) ADJUSTED    1 2
 AW1893
 AW1893.Superseded values are not recommended for survey control.
 AW1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1893.See file dsdata.txt to determine how the superseded data were derived.
 AW1893
 AW1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP344081(NAD 83)
 AW1893_MARKER: DB = BENCH MARK DISK
 AW1893_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1893_SP_SET: HEADWALL
 AW1893_STAMPING: S 1281 1978
 AW1893_MARK LOGO: NGS   
 AW1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1893+STABILITY: SURFACE MOTION
 AW1893
 AW1893  HISTORY     - Date     Condition        Report By
 AW1893  HISTORY     - 1978     MONUMENTED       NGS
 AW1893  HISTORY     - 1986     GOOD             NGS
 AW1893  HISTORY     - 1987     GOOD             USPSQD
 AW1893  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1893
 AW1893                          STATION DESCRIPTION
 AW1893
 AW1893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1893'10.6 MI NE FROM KATY.
 AW1893'0.2 MILE WEST FROM THE POST OFFICE IN KATY, THENCE 1.9 MILES NORTH
 AW1893'ALONG AVENUE D, THENCE 4.1 MILES NORTH ALONG KATY HOCKELY ROAD, AND
 AW1893'THENCE 4.4 MILES EAST ALONG FARM ROAD (FM) 529.  SET IN TOP OF THE
 AW1893'NORTHEAST END OF THE NORTHWEST HEADWALL FOR A 10X3 FEET BOX CULVERT AT
 AW1893'THE WEST END OF AN S CURVE IN THE ROAD, 22.5 FEET NORTH OF THE
 AW1893'CENTERLINE OF FARM ROAD 529 AND 1 FOOT SOUTHWEST OF THE NORTHEAST
 AW1893'END OF THE HEADWALL.
 AW1893
 AW1893                          STATION RECOVERY (1986)
 AW1893
 AW1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1893'RECOVERED IN GOOD CONDITION.
 AW1893
 AW1893                          STATION RECOVERY (1987)
 AW1893
 AW1893'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1893'RECOVERED IN GOOD CONDITION.
 AW1893
 AW1893                          STATION RECOVERY (2004)
 AW1893
 AW1893'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1893'NEW CULVERT NO HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1839 ***********************************************************************
 BL1839  DESIGNATION -  S 1282
 BL1839  PID         -  BL1839
 BL1839  STATE/COUNTY-  TX/HARRIS
 BL1839  USGS QUAD   -  ROSE HILL (1980)
 BL1839
 BL1839                         *CURRENT SURVEY CONTROL
 BL1839  ___________________________________________________________________
 BL1839* NAD 83(1986)-  30 03 36.     (N)    095 41 56.     (W)     SCALED    
 BL1839* NAVD 88     -        54.732  (meters)     179.57   (feet)  ADJUSTED  
 BL1839  ___________________________________________________________________
 BL1839  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1839  DYNAMIC HT  -          54.658 (meters)     179.32  (feet)  COMP
 BL1839  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 BL1839
 BL1839  VERT ORDER  -  FIRST     CLASS II
 BL1839
 BL1839.The horizontal coordinates were scaled from a topographic map and have
 BL1839.an estimated accuracy of +/- 6 seconds.
 BL1839
 BL1839.The orthometric height was determined by differential leveling
 BL1839.and adjusted by the National Geodetic Survey in June 1991..
 BL1839
 BL1839.The geoid height was determined by GEOID03.
 BL1839
 BL1839.The dynamic height is computed by dividing the NAVD 88
 BL1839.geopotential number by the normal gravity value computed on the
 BL1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1839.degrees latitude (g = 980.6199 gals.).
 BL1839
 BL1839.The modeled gravity was interpolated from observed gravity values.
 BL1839
 BL1839;                    North         East    Units  Estimated Accuracy
 BL1839;SPC TXSC     - 4,251,270.      918,260.      MT  (+/- 180 meters Scaled)
 BL1839
 BL1839                          SUPERSEDED SURVEY CONTROL
 BL1839
 BL1839  NGVD 29 (12/23/87)   54.726  (m)          179.55   (f) ADJUSTED    1 2
 BL1839
 BL1839.Superseded values are not recommended for survey control.
 BL1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1839.See file dsdata.txt to determine how the superseded data were derived.
 BL1839
 BL1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP398285(NAD 83)
 BL1839_MARKER: DB = BENCH MARK DISK
 BL1839_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1839_SP_SET: STAINLESS STEEL ROD
 BL1839_STAMPING: S 1282 1978
 BL1839_MARK LOGO: NGS   
 BL1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1839
 BL1839  HISTORY     - Date     Condition        Report By
 BL1839  HISTORY     - 1978     MONUMENTED       NGS
 BL1839  HISTORY     - 1986     GOOD             NGS
 BL1839  HISTORY     - 19931106 GOOD             USPSQD
 BL1839  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1839
 BL1839                          STATION DESCRIPTION
 BL1839
 BL1839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1839'6.3 MI NORTH FROM CYPRESS.
 BL1839'6.3 MILES NORTH ALONG CYPRESS-ROSE HILL ROAD FROM ITS JUNCTION WITH
 BL1839'U.S. HIGHWAY 290 IN CYPRESS.  AT A SMALL WHITE HOUSE WITH A PIPE
 BL1839'FENCE AROUND IT, 30.5 FEET WEST OF THE CENTERLINE OF CYPRESS ROSE HILL
 BL1839'ROAD, 5 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE DRIVE LEADING TO
 BL1839'THE HOUSE, AND 1 FOOT EAST OF THE WESTERLY RIGHT OF WAY FENCE.  DISK
 BL1839'IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A
 BL1839'4 INCH PLASTIC SCREW PLUG.
 BL1839
 BL1839                          STATION RECOVERY (1986)
 BL1839
 BL1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1839'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM (0.2 MI)
 BL1839'NORTHEAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH SPRING-CYPRESS
 BL1839'ROAD IN CYPRESS, THENCE 10.2 KM (6.35 MI) NORTHERLY ALONG
 BL1839'CYPRESS-ROASE HILL ROAD.  ADD--0.6 M (2.0 FT) EAST OF A WITNESS POST.
 BL1839
 BL1839                          STATION RECOVERY (1993)
 BL1839
 BL1839'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1839'RECOVERED IN GOOD CONDITION.
 BL1839
 BL1839                          STATION RECOVERY (2005)
 BL1839
 BL1839'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2386 ***********************************************************************
 BY2386  DESIGNATION -  S 1283
 BY2386  PID         -  BY2386
 BY2386  STATE/COUNTY-  TX/SHELBY
 BY2386  USGS QUAD   -  CENTER (1984)
 BY2386
 BY2386                         *CURRENT SURVEY CONTROL
 BY2386  ___________________________________________________________________
 BY2386* NAD 83(1986)-  31 47 50.     (N)    094 11 25.     (W)     SCALED    
 BY2386* NAVD 88     -        94.139  (meters)     308.85   (feet)  ADJUSTED  
 BY2386  ___________________________________________________________________
 BY2386  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BY2386  DYNAMIC HT  -          94.027 (meters)     308.49  (feet)  COMP
 BY2386  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 BY2386
 BY2386  VERT ORDER  -  FIRST     CLASS II
 BY2386
 BY2386.The horizontal coordinates were scaled from a topographic map and have
 BY2386.an estimated accuracy of +/- 6 seconds.
 BY2386
 BY2386.The orthometric height was determined by differential leveling
 BY2386.and adjusted by the National Geodetic Survey in June 1991..
 BY2386
 BY2386.The geoid height was determined by GEOID03.
 BY2386
 BY2386.The dynamic height is computed by dividing the NAVD 88
 BY2386.geopotential number by the normal gravity value computed on the
 BY2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2386.degrees latitude (g = 980.6199 gals.).
 BY2386
 BY2386.The modeled gravity was interpolated from observed gravity values.
 BY2386
 BY2386;                    North         East    Units  Estimated Accuracy
 BY2386;SPC TX C     - 3,252,250.    1,281,440.      MT  (+/- 180 meters Scaled)
 BY2386
 BY2386                          SUPERSEDED SURVEY CONTROL
 BY2386
 BY2386  NGVD 29 (??/??/??)   94.180  (m)          308.99   (f) ADJUSTED    1 2
 BY2386
 BY2386.Superseded values are not recommended for survey control.
 BY2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2386.See file dsdata.txt to determine how the superseded data were derived.
 BY2386
 BY2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR873185(NAD 83)
 BY2386_MARKER: DB = BENCH MARK DISK
 BY2386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2386_SP_SET: STAINLESS STEEL ROD
 BY2386_STAMPING: S 1283 1979
 BY2386_PROJECTION: FLUSH
 BY2386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2386_ROD/PIPE-DEPTH: 7.92 meters
 BY2386
 BY2386  HISTORY     - Date     Condition        Report By
 BY2386  HISTORY     - 1979     MONUMENTED       NGS
 BY2386  HISTORY     - 1987     GOOD             USPSQD
 BY2386
 BY2386                          STATION DESCRIPTION
 BY2386
 BY2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2386'0.9 MI SOUTH FROM CENTER.
 BY2386'0.9 MILE SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2386'HIGHWAY 87 IN CENTER, AT THE NORTH ENTRANCE OF THE MEMORIAL CLINIC
 BY2386'AND HOSPITAL, 75.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 17.0
 BY2386'FT. NORTH OF THE CENTERLINE OF THE EMERGENCY ENTRANCE TO THE CLINIC,
 BY2386'2.0 FT. NORTH OF A POWERLINE POLE.  DISK IS 2 INCHES BELOW GROUND,
 BY2386'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2386'THE MARK IS 2.5 FT  S FROM A WITNESS POST.
 BY2386'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 BY2386
 BY2386                          STATION RECOVERY (1987)
 BY2386
 BY2386'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BY2386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1969 ***********************************************************************
 BK1969  DESIGNATION -  S 1284
 BK1969  PID         -  BK1969
 BK1969  STATE/COUNTY-  TX/JASPER
 BK1969  USGS QUAD   -  GIST (1984)
 BK1969
 BK1969                         *CURRENT SURVEY CONTROL
 BK1969  ___________________________________________________________________
 BK1969* NAD 83(1986)-  30 20 07.     (N)    093 55 18.     (W)     SCALED    
 BK1969* NAVD 88     -        13.613  (meters)      44.66   (feet)  ADJUSTED  
 BK1969  ___________________________________________________________________
 BK1969  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BK1969  DYNAMIC HT  -          13.595 (meters)      44.60  (feet)  COMP
 BK1969  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 BK1969  OBS GRAVITY -     979,327.6   (mgal)                       GRAV_OBS
 BK1969
 BK1969  VERT ORDER  -  FIRST     CLASS II
 BK1969
 BK1969.The horizontal coordinates were scaled from a topographic map and have
 BK1969.an estimated accuracy of +/- 6 seconds.
 BK1969
 BK1969.The orthometric height was determined by differential leveling
 BK1969.and adjusted by the National Geodetic Survey in June 1991..
 BK1969
 BK1969.The geoid height was determined by GEOID03.
 BK1969
 BK1969.The dynamic height is computed by dividing the NAVD 88
 BK1969.geopotential number by the normal gravity value computed on the
 BK1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1969.degrees latitude (g = 980.6199 gals.).
 BK1969
 BK1969.The modeled gravity was interpolated from observed gravity values.
 BK1969.The observed gravity was obtained from relative gravimeter ties
 BK1969.to the IGSN71 gravity network.
 BK1969
 BK1969;                    North         East    Units  Estimated Accuracy
 BK1969;SPC TX C     - 3,091,880.    1,316,180.      MT  (+/- 180 meters Scaled)
 BK1969
 BK1969                          SUPERSEDED SURVEY CONTROL
 BK1969
 BK1969  NGVD 29 (??/??/??)   13.582  (m)           44.56   (f) ADJUSTED    1 2
 BK1969
 BK1969.Superseded values are not recommended for survey control.
 BK1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1969.See file dsdata.txt to determine how the superseded data were derived.
 BK1969
 BK1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP114562(NAD 83)
 BK1969_MARKER: I = METAL ROD
 BK1969_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1969_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK1969_STAMPING: S 1284 1979
 BK1969_PROJECTION: FLUSH
 BK1969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1969+STABILITY: POSITION/ELEVATION WELL
 BK1969_ROD/PIPE-DEPTH: 16.8 meters
 BK1969_SLEEVE-DEPTH  : 11.2 meters
 BK1969
 BK1969  HISTORY     - Date     Condition        Report By
 BK1969  HISTORY     - 1979     MONUMENTED       NGS
 BK1969  HISTORY     - 20011024 GOOD             USPSQD
 BK1969
 BK1969                          STATION DESCRIPTION
 BK1969
 BK1969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1969'7.6 MI SE FROM BUNA.
 BK1969'7.6 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 BK1969'HIGHWAY 96 IN BUNA, ON PROPERTY OWNED BY A.G. HATHAWAY, 159.0 FT.
 BK1969'WEST OF THE CENTERLINE OF THE HIGHWAY, 2.0 FT. NORTHWEST OF A WIRE
 BK1969'GATE, 19.6 FT. NORTHWEST OF A 20-INCH SPANISH LIVE OAK TREE, 39.4 FT.
 BK1969'NORTH OF THE NORTHEAST CORNER OF A SMALL WOODEN HOUSE, 44.0 FT. WEST
 BK1969'OF A CORNER FENCE POST, 16.0 FT. EAST THE CENTER OF A WOODEN GATE,
 BK1969'43.0 FT. SOUTHEAST OF 42-INCH OAK TREE, 119 FT. SOUTHWEST OF THE
 BK1969'CENTER OF A WOODEN GATE.  DATUM POINT IS 4 INCHES BELOW GROUND,
 BK1969'ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BK1969'THE MARK IS 2 FT  N FROM A WITNESS POST.
 BK1969'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1969
 BK1969                          STATION RECOVERY (2001)
 BK1969
 BK1969'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMM)
 BK1969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1967 ***********************************************************************
 BK1967  DESIGNATION -  S 1285
 BK1967  PID         -  BK1967
 BK1967  STATE/COUNTY-  TX/JASPER
 BK1967  USGS QUAD   -  GIST (1984)
 BK1967
 BK1967                         *CURRENT SURVEY CONTROL
 BK1967  ___________________________________________________________________
 BK1967* NAD 83(1986)-  30 21 47.     (N)    093 56 01.     (W)     SCALED    
 BK1967* NAVD 88     -        14.055  (meters)      46.11   (feet)  ADJUSTED  
 BK1967  ___________________________________________________________________
 BK1967  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BK1967  DYNAMIC HT  -          14.036 (meters)      46.05  (feet)  COMP
 BK1967  MODELED GRAV-     979,331.6   (mgal)                       NAVD 88
 BK1967
 BK1967  VERT ORDER  -  FIRST     CLASS II
 BK1967
 BK1967.The horizontal coordinates were scaled from a topographic map and have
 BK1967.an estimated accuracy of +/- 6 seconds.
 BK1967
 BK1967.The orthometric height was determined by differential leveling
 BK1967.and adjusted by the National Geodetic Survey in June 1991..
 BK1967
 BK1967.The geoid height was determined by GEOID03.
 BK1967
 BK1967.The dynamic height is computed by dividing the NAVD 88
 BK1967.geopotential number by the normal gravity value computed on the
 BK1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1967.degrees latitude (g = 980.6199 gals.).
 BK1967
 BK1967.The modeled gravity was interpolated from observed gravity values.
 BK1967
 BK1967;                    North         East    Units  Estimated Accuracy
 BK1967;SPC TX C     - 3,094,890.    1,314,850.      MT  (+/- 180 meters Scaled)
 BK1967
 BK1967                          SUPERSEDED SURVEY CONTROL
 BK1967
 BK1967  NGVD 29 (??/??/??)   14.025  (m)           46.01   (f) ADJUSTED    1 2
 BK1967
 BK1967.Superseded values are not recommended for survey control.
 BK1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1967.See file dsdata.txt to determine how the superseded data were derived.
 BK1967
 BK1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP102593(NAD 83)
 BK1967_MARKER: I = METAL ROD
 BK1967_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1967_SP_SET: STAINLESS STEEL ROD
 BK1967_STAMPING: S 1285 1979
 BK1967_PROJECTION: RECESSED 3 CENTIMETERS
 BK1967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1967+STABILITY: POSITION/ELEVATION WELL
 BK1967_ROD/PIPE-DEPTH: 6.10 meters
 BK1967
 BK1967  HISTORY     - Date     Condition        Report By
 BK1967  HISTORY     - 1979     MONUMENTED       NGS
 BK1967
 BK1967                          STATION DESCRIPTION
 BK1967
 BK1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1967'5.65 MI SE FROM BUNA.
 BK1967'5.65 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 BK1967'HIGHWAY 96 IN BUNA, 59.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY,
 BK1967'13.2 FT. SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX,
 BK1967'72.0 FT. NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 8.6
 BK1967'FT. SOUTHEAST OF A 24-INCH PINE TREE, 14.2 FT. SOUTHEAST OF A CORNER
 BK1967'FENCE POST, 100.0 FT. NORTHWEST OF THE EXTENDED CENTERLINE OF A PAVED
 BK1967'ROAD LEADING NORTHEAST.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO
 BK1967'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1967'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BK1967'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2414 ***********************************************************************
 BY2414  DESIGNATION -  S 1286
 BY2414  PID         -  BY2414
 BY2414  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2414  USGS QUAD   -  CHINQUAPIN (1984)
 BY2414
 BY2414                         *CURRENT SURVEY CONTROL
 BY2414  ___________________________________________________________________
 BY2414* NAD 83(1986)-  31 23 48.     (N)    094 03 05.     (W)     SCALED    
 BY2414* NAVD 88     -        98.589  (meters)     323.45   (feet)  ADJUSTED  
 BY2414  ___________________________________________________________________
 BY2414  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY2414  DYNAMIC HT  -          98.466 (meters)     323.05  (feet)  COMP
 BY2414  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 BY2414
 BY2414  VERT ORDER  -  FIRST     CLASS II
 BY2414
 BY2414.The horizontal coordinates were scaled from a topographic map and have
 BY2414.an estimated accuracy of +/- 6 seconds.
 BY2414
 BY2414.The orthometric height was determined by differential leveling
 BY2414.and adjusted by the National Geodetic Survey in June 1991..
 BY2414
 BY2414.The geoid height was determined by GEOID03.
 BY2414
 BY2414.The dynamic height is computed by dividing the NAVD 88
 BY2414.geopotential number by the normal gravity value computed on the
 BY2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2414.degrees latitude (g = 980.6199 gals.).
 BY2414
 BY2414.The modeled gravity was interpolated from observed gravity values.
 BY2414
 BY2414;                    North         East    Units  Estimated Accuracy
 BY2414;SPC TX C     - 3,208,650.    1,297,080.      MT  (+/- 180 meters Scaled)
 BY2414
 BY2414                          SUPERSEDED SURVEY CONTROL
 BY2414
 BY2414  NGVD 29 (??/??/??)   98.611  (m)          323.53   (f) ADJUSTED    1 2
 BY2414
 BY2414.Superseded values are not recommended for survey control.
 BY2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2414.See file dsdata.txt to determine how the superseded data were derived.
 BY2414
 BY2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ000740(NAD 83)
 BY2414_MARKER: DB = BENCH MARK DISK
 BY2414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2414_SP_SET: STAINLESS STEEL ROD
 BY2414_STAMPING: S 1286 1979
 BY2414_PROJECTION: FLUSH
 BY2414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2414_ROD/PIPE-DEPTH: 6.10 meters
 BY2414
 BY2414  HISTORY     - Date     Condition        Report By
 BY2414  HISTORY     - 1979     MONUMENTED       NGS
 BY2414  HISTORY     - 20020712 MARK NOT FOUND   USPSQD
 BY2414
 BY2414                          STATION DESCRIPTION
 BY2414
 BY2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2414'4.25 MI NW FROM BRONSON.
 BY2414'4.25 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2414'HIGHWAY 184 IN BRONSON, 0.2 MILE NORTHWEST OF A CONCRETE CULVERT UNDER
 BY2414'THE HIGHWAY, 98.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 38.0 FT.
 BY2414'NORTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER, 2.0 FT. SOUTHWEST OF A
 BY2414'HIGHWAY RIGHT-OF-WAY MARKER.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO
 BY2414'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2414'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 BY2414'THE MARK IS 4 FT BELOW THE HIGHWAY.
 BY2414
 BY2414                          STATION RECOVERY (2002)
 BY2414
 BY2414'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY2414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2528 ***********************************************************************
 BY2528  DESIGNATION -  S 1287
 BY2528  PID         -  BY2528
 BY2528  STATE/COUNTY-  TX/NACOGDOCHES
 BY2528  USGS QUAD   -  GARRISON WEST (1984)
 BY2528
 BY2528                         *CURRENT SURVEY CONTROL
 BY2528  ___________________________________________________________________
 BY2528* NAD 83(1986)-  31 46 41.     (N)    094 33 13.     (W)     SCALED    
 BY2528* NAVD 88     -       137.879  (meters)     452.36   (feet)  ADJUSTED  
 BY2528  ___________________________________________________________________
 BY2528  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY2528  DYNAMIC HT  -         137.710 (meters)     451.80  (feet)  COMP
 BY2528  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 BY2528
 BY2528  VERT ORDER  -  FIRST     CLASS II
 BY2528
 BY2528.The horizontal coordinates were scaled from a topographic map and have
 BY2528.an estimated accuracy of +/- 6 seconds.
 BY2528
 BY2528.The orthometric height was determined by differential leveling
 BY2528.and adjusted by the National Geodetic Survey in June 1991..
 BY2528
 BY2528.The geoid height was determined by GEOID03.
 BY2528
 BY2528.The dynamic height is computed by dividing the NAVD 88
 BY2528.geopotential number by the normal gravity value computed on the
 BY2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2528.degrees latitude (g = 980.6199 gals.).
 BY2528
 BY2528.The modeled gravity was interpolated from observed gravity values.
 BY2528
 BY2528;                    North         East    Units  Estimated Accuracy
 BY2528;SPC TX C     - 3,248,290.    1,247,200.      MT  (+/- 180 meters Scaled)
 BY2528
 BY2528                          SUPERSEDED SURVEY CONTROL
 BY2528
 BY2528.No superseded survey control is available for this station.
 BY2528
 BY2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR528168(NAD 83)
 BY2528_MARKER: DB = BENCH MARK DISK
 BY2528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2528_SP_SET: STAINLESS STEEL ROD
 BY2528_STAMPING: S 1287 1979
 BY2528_PROJECTION: FLUSH
 BY2528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2528_ROD/PIPE-DEPTH: 2.13 meters
 BY2528
 BY2528  HISTORY     - Date     Condition        Report By
 BY2528  HISTORY     - 1979     MONUMENTED       NGS
 BY2528  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2528
 BY2528                          STATION DESCRIPTION
 BY2528
 BY2528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2528'5.1 MI SW FROM GARRISON.
 BY2528'5.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY2528'ROAD 95 NORTH IN GARRISON, AT A PRIVATE DRIVE LEADING NORTHWEST TO THE
 BY2528'KEY DRILLING COMPANY OFFICE, 300 FT. EAST-SOUTHEAST OF A HOUSE,
 BY2528'138 FT. NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 57.5 FT. SOUTHWEST
 BY2528'OF THE CENTER OF A METAL GATE, 23.5 FT. EAST-NORTHEAST OF THE
 BY2528'CENTERLINE OF A DIRT TRACK ROAD, 1.0 FT. SOUTHWEST OF A FENCE.  DISK
 BY2528'IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2528'PLASTIC SCREW PLUG.
 BY2528'THE MARK IS 2 FT  SSE FROM A WITNESS POST.
 BY2528'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2528
 BY2528                          STATION RECOVERY (1998)
 BY2528
 BY2528'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1940 ***********************************************************************
 BK1940  DESIGNATION -  S 1288
 BK1940  PID         -  BK1940
 BK1940  STATE/COUNTY-  TX/JASPER
 BK1940  USGS QUAD   -  ROGANVILLE (1984)
 BK1940
 BK1940                         *CURRENT SURVEY CONTROL
 BK1940  ___________________________________________________________________
 BK1940* NAD 83(1986)-  30 45 37.     (N)    093 56 31.     (W)     SCALED    
 BK1940* NAVD 88     -        73.149  (meters)     239.99   (feet)  ADJUSTED  
 BK1940  ___________________________________________________________________
 BK1940  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BK1940  DYNAMIC HT  -          73.054 (meters)     239.68  (feet)  COMP
 BK1940  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 BK1940
 BK1940  VERT ORDER  -  FIRST     CLASS II
 BK1940
 BK1940.The horizontal coordinates were scaled from a topographic map and have
 BK1940.an estimated accuracy of +/- 6 seconds.
 BK1940
 BK1940.The orthometric height was determined by differential leveling
 BK1940.and adjusted by the National Geodetic Survey in June 1991..
 BK1940
 BK1940.The geoid height was determined by GEOID03.
 BK1940
 BK1940.The dynamic height is computed by dividing the NAVD 88
 BK1940.geopotential number by the normal gravity value computed on the
 BK1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1940.degrees latitude (g = 980.6199 gals.).
 BK1940
 BK1940.The modeled gravity was interpolated from observed gravity values.
 BK1940
 BK1940;                    North         East    Units  Estimated Accuracy
 BK1940;SPC TX C     - 3,138,810.    1,311,520.      MT  (+/- 180 meters Scaled)
 BK1940
 BK1940                          SUPERSEDED SURVEY CONTROL
 BK1940
 BK1940  NGVD 29 (??/??/??)   73.138  (m)          239.95   (f) ADJUSTED    1 2
 BK1940
 BK1940.Superseded values are not recommended for survey control.
 BK1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1940.See file dsdata.txt to determine how the superseded data were derived.
 BK1940
 BK1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ098034(NAD 83)
 BK1940_MARKER: I = METAL ROD
 BK1940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1940_SP_SET: STAINLESS STEEL ROD
 BK1940_STAMPING: S 1288 1979
 BK1940_PROJECTION: FLUSH
 BK1940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1940+STABILITY: POSITION/ELEVATION WELL
 BK1940_ROD/PIPE-DEPTH: 7.62 meters
 BK1940
 BK1940  HISTORY     - Date     Condition        Report By
 BK1940  HISTORY     - 1979     MONUMENTED       NGS
 BK1940  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 BK1940
 BK1940                          STATION DESCRIPTION
 BK1940
 BK1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1940'7.2 MI NW FROM KIRBYVILLE.
 BK1940'7.2 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BK1940'ROAD 1013 IN KIRBYVILLE, AT THE NORTHWEST CORNER OF PROPERTY OWNED BY
 BK1940'N.R. TAYLOR, 200 FT. SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BK1940'RAZED TEMPLE SPRINGS SCHOOL BUILDING, 118.0 FT. EAST OF THE CENTERLINE
 BK1940'OF THE HIGHWAY, 1.0 FT. NORTH OF A CYCLONE FENCE, 47 0 FT. EAST OF A
 BK1940'CORNER FENCE POST, 14.0 FT. NORTHEAST OF A 24-INCH OAK TREE, 48.0 FT.
 BK1940'EAST OF A 24-INCH PINE TREE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO
 BK1940'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1940'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 BK1940
 BK1940                          STATION RECOVERY (2004)
 BK1940
 BK1940'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2390 ***********************************************************************
 BX2390  DESIGNATION -  S 1289
 BX2390  PID         -  BX2390
 BX2390  STATE/COUNTY-  TX/SABINE
 BX2390  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2390
 BX2390                         *CURRENT SURVEY CONTROL
 BX2390  ___________________________________________________________________
 BX2390* NAD 83(1986)-  31 10 47.     (N)    093 58 19.     (W)     SCALED    
 BX2390* NAVD 88     -        56.580  (meters)     185.63   (feet)  ADJUSTED  
 BX2390  ___________________________________________________________________
 BX2390  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BX2390  DYNAMIC HT  -          56.507 (meters)     185.39  (feet)  COMP
 BX2390  MODELED GRAV-     979,359.0   (mgal)                       NAVD 88
 BX2390
 BX2390  VERT ORDER  -  FIRST     CLASS II
 BX2390
 BX2390.The horizontal coordinates were scaled from a topographic map and have
 BX2390.an estimated accuracy of +/- 6 seconds.
 BX2390
 BX2390.The orthometric height was determined by differential leveling
 BX2390.and adjusted by the National Geodetic Survey in June 1991..
 BX2390
 BX2390.The geoid height was determined by GEOID03.
 BX2390
 BX2390.The dynamic height is computed by dividing the NAVD 88
 BX2390.geopotential number by the normal gravity value computed on the
 BX2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2390.degrees latitude (g = 980.6199 gals.).
 BX2390
 BX2390.The modeled gravity was interpolated from observed gravity values.
 BX2390
 BX2390;                    North         East    Units  Estimated Accuracy
 BX2390;SPC TX C     - 3,185,060.    1,306,000.      MT  (+/- 180 meters Scaled)
 BX2390
 BX2390                          SUPERSEDED SURVEY CONTROL
 BX2390
 BX2390  NGVD 29 (??/??/??)   56.589  (m)          185.66   (f) ADJUSTED    1 2
 BX2390
 BX2390.Superseded values are not recommended for survey control.
 BX2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2390.See file dsdata.txt to determine how the superseded data were derived.
 BX2390
 BX2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ073499(NAD 83)
 BX2390_MARKER: DB = BENCH MARK DISK
 BX2390_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2390_SP_SET: STAINLESS STEEL ROD
 BX2390_STAMPING: S 1289 1979
 BX2390_PROJECTION: FLUSH
 BX2390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2390+STABILITY: POSITION/ELEVATION WELL
 BX2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2390+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 BX2390_ROD/PIPE-DEPTH: 7.62 meters
 BX2390
 BX2390  HISTORY     - Date     Condition        Report By
 BX2390  HISTORY     - 1979     MONUMENTED       NGS
 BX2390  HISTORY     - 20020712 GOOD             USPSQD
 BX2390
 BX2390                          STATION DESCRIPTION
 BX2390
 BX2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2390'4.8 MI SOUTH FROM PINELAND.
 BX2390'4.8 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2390'ROAD 83 IN PINELAND, AT THE SOUTHEAST END OF A GUARDRAIL, IN
 BX2390'LINE WITH AN OVERHEAD POWERLINE, 79.5 FT. EAST OF THE CENTERLINE
 BX2390'OF THE HIGHWAY, 150.0 FT. SOUTHEAST OF THE SOUTHEAST END OF THE
 BX2390'EAST GUARDRAIL OF THE HIGHWAY, 4.0 FT. NORTHWEST OF A POWERLINE
 BX2390'POLE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BX2390'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2390'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BX2390'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 BX2390
 BX2390                          STATION RECOVERY (2002)
 BX2390
 BX2390'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BX2390'WITNESS POST BROKEN AND LAYING ON GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2500 ***********************************************************************
 BY2500  DESIGNATION -  S 1289 A
 BY2500  PID         -  BY2500
 BY2500  STATE/COUNTY-  TX/CHEROKEE
 BY2500  USGS QUAD   -  REKLAW (1973)
 BY2500
 BY2500                         *CURRENT SURVEY CONTROL
 BY2500  ___________________________________________________________________
 BY2500* NAD 83(1986)-  31 49 25.     (N)    094 56 57.     (W)     SCALED    
 BY2500* NAVD 88     -        80.760  (meters)     264.96   (feet)  ADJUSTED  
 BY2500  ___________________________________________________________________
 BY2500  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY2500  DYNAMIC HT  -          80.662 (meters)     264.64  (feet)  COMP
 BY2500  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 BY2500
 BY2500  VERT ORDER  -  FIRST     CLASS II
 BY2500
 BY2500.The horizontal coordinates were scaled from a topographic map and have
 BY2500.an estimated accuracy of +/- 6 seconds.
 BY2500
 BY2500.The orthometric height was determined by differential leveling
 BY2500.and adjusted by the National Geodetic Survey in June 1991..
 BY2500
 BY2500.The geoid height was determined by GEOID03.
 BY2500
 BY2500.The dynamic height is computed by dividing the NAVD 88
 BY2500.geopotential number by the normal gravity value computed on the
 BY2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2500.degrees latitude (g = 980.6199 gals.).
 BY2500
 BY2500.The modeled gravity was interpolated from observed gravity values.
 BY2500
 BY2500;                    North         East    Units  Estimated Accuracy
 BY2500;SPC TX C     - 3,251,450.    1,209,530.      MT  (+/- 180 meters Scaled)
 BY2500
 BY2500                          SUPERSEDED SURVEY CONTROL
 BY2500
 BY2500.No superseded survey control is available for this station.
 BY2500
 BY2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR155225(NAD 83)
 BY2500_MARKER: DB = BENCH MARK DISK
 BY2500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2500_SP_SET: STAINLESS STEEL ROD
 BY2500_STAMPING: S 1289 A 1979
 BY2500_PROJECTION: FLUSH
 BY2500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2500_ROD/PIPE-DEPTH: 3.05 meters
 BY2500
 BY2500  HISTORY     - Date     Condition        Report By
 BY2500  HISTORY     - 1979     MONUMENTED       NGS
 BY2500  HISTORY     - 19960420 GOOD             USPSQD
 BY2500
 BY2500                          STATION DESCRIPTION
 BY2500
 BY2500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2500'3.4 MI SE FROM REKLAW.
 BY2500'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF U.S.
 BY2500'HIGHWAY 84 IN REKLAW, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH,
 BY2500'144 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY, 64.5 FT. SOUTH OF
 BY2500'POWERLINE POLE NUMBER T1A-46, 29.0 FT. WEST OF THE CENTERLINE OF THE
 BY2500'THE ROAD, 17.0 FT. SOUTH OF A GUY WIRE BASE, 4.0 FT. NORTH OF
 BY2500'POWERLINE POLE NUMBER 3671-824-9073 WITH TRANSFORMER.  DISK IS 2
 BY2500'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2500'SCREW PLUG.
 BY2500'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BY2500'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY2500
 BY2500                          STATION RECOVERY (1996)
 BY2500
 BY2500'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2473 ***********************************************************************
 BY2473  DESIGNATION -  S 1290
 BY2473  PID         -  BY2473
 BY2473  STATE/COUNTY-  TX/ANDERSON
 BY2473  USGS QUAD   -  TODD CITY (1982)
 BY2473
 BY2473                         *CURRENT SURVEY CONTROL
 BY2473  ___________________________________________________________________
 BY2473* NAD 83(1986)-  31 53 12.     (N)    095 26 38.     (W)     SCALED    
 BY2473* NAVD 88     -       112.168  (meters)     368.00   (feet)  ADJUSTED  
 BY2473  ___________________________________________________________________
 BY2473  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2473  DYNAMIC HT  -         112.033 (meters)     367.56  (feet)  COMP
 BY2473  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 BY2473
 BY2473  VERT ORDER  -  FIRST     CLASS II
 BY2473
 BY2473.The horizontal coordinates were scaled from a topographic map and have
 BY2473.an estimated accuracy of +/- 6 seconds.
 BY2473
 BY2473.The orthometric height was determined by differential leveling
 BY2473.and adjusted by the National Geodetic Survey in June 1991..
 BY2473
 BY2473.The geoid height was determined by GEOID03.
 BY2473
 BY2473.The dynamic height is computed by dividing the NAVD 88
 BY2473.geopotential number by the normal gravity value computed on the
 BY2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2473.degrees latitude (g = 980.6199 gals.).
 BY2473
 BY2473.The modeled gravity was interpolated from observed gravity values.
 BY2473
 BY2473;                    North         East    Units  Estimated Accuracy
 BY2473;SPC TX C     - 3,256,270.    1,162,440.      MT  (+/- 180 meters Scaled)
 BY2473
 BY2473                          SUPERSEDED SURVEY CONTROL
 BY2473
 BY2473.No superseded survey control is available for this station.
 BY2473
 BY2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR688304(NAD 83)
 BY2473_MARKER: DB = BENCH MARK DISK
 BY2473_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2473_SP_SET: STAINLESS STEEL ROD
 BY2473_STAMPING: S 1290 1980
 BY2473_PROJECTION: FLUSH
 BY2473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2473+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 BY2473_ROD/PIPE-DEPTH: 4.0  meters
 BY2473
 BY2473  HISTORY     - Date     Condition        Report By
 BY2473  HISTORY     - 1980     MONUMENTED       NGS
 BY2473  HISTORY     - 20040610 GOOD             USPSQD
 BY2473
 BY2473                          STATION DESCRIPTION
 BY2473
 BY2473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2473'5.8 KM NE FROM NECHES.
 BY2473'3.9 KM. (2.45 MI.) NORTHEAST ALONG FARM ROAD 2574 FROM THE POST OFFICE
 BY2473'IN NECHES, THENCE 1.9 KM. (1.2 MI.) NORTHEAST ALONG U.S. HIGHWAY 79,
 BY2473'AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 21.3 M. (70.0 FT.)
 BY2473'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.0 M. (36.0 FT.) SOUTHWEST
 BY2473'OF A CONCRETE PIPE CULVERT, 10.1 M. (33.0 FT.) WEST OF THE CENTERLINE
 BY2473'OF THE ROAD, 3.0 M. (10.0 FT.) WEST OF A WOOD FENCE CORNER, 0.3 M.
 BY2473'(1.0 FT.) NORTH OF A FENCE, 15.8 M. (52.0 FT.) SOUTHEAST OF THE CENTER
 BY2473'OF A CATTLE GUARD.  DISK IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2473'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2473'THE MARK IS 0.5 METERS  ENE FROM A WITNESS POST.
 BY2473'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 BY2473
 BY2473                          STATION RECOVERY (2004)
 BY2473
 BY2473'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY2473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2549 ***********************************************************************
 BY2549  DESIGNATION -  S 1291
 BY2549  PID         -  BY2549
 BY2549  STATE/COUNTY-  TX/LEON
 BY2549  USGS QUAD   -  OAKWOOD (1964)
 BY2549
 BY2549                         *CURRENT SURVEY CONTROL
 BY2549  ___________________________________________________________________
 BY2549* NAD 83(1986)-  31 34 58.     (N)    095 51 10.     (W)     SCALED    
 BY2549* NAVD 88     -        85.366  (meters)     280.07   (feet)  ADJUSTED  
 BY2549  ___________________________________________________________________
 BY2549  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BY2549  DYNAMIC HT  -          85.261 (meters)     279.73  (feet)  COMP
 BY2549  MODELED GRAV-     979,418.2   (mgal)                       NAVD 88
 BY2549  OBS GRAVITY -     979,421.7   (mgal)                       GRAV_OBS
 BY2549
 BY2549  VERT ORDER  -  FIRST     CLASS II
 BY2549
 BY2549.The horizontal coordinates were scaled from a topographic map and have
 BY2549.an estimated accuracy of +/- 6 seconds.
 BY2549
 BY2549.The orthometric height was determined by differential leveling
 BY2549.and adjusted by the National Geodetic Survey in June 1991..
 BY2549
 BY2549.The geoid height was determined by GEOID03.
 BY2549
 BY2549.The dynamic height is computed by dividing the NAVD 88
 BY2549.geopotential number by the normal gravity value computed on the
 BY2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2549.degrees latitude (g = 980.6199 gals.).
 BY2549
 BY2549.The modeled gravity was interpolated from observed gravity values.
 BY2549.The observed gravity was obtained from relative gravimeter ties
 BY2549.to the IGSN71 gravity network.
 BY2549
 BY2549;                    North         East    Units  Estimated Accuracy
 BY2549;SPC TX C     - 3,220,980.    1,125,140.      MT  (+/- 180 meters Scaled)
 BY2549
 BY2549                          SUPERSEDED SURVEY CONTROL
 BY2549
 BY2549.No superseded survey control is available for this station.
 BY2549
 BY2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ292977(NAD 83)
 BY2549_MARKER: I = METAL ROD
 BY2549_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2549_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2549_STAMPING: S 1291 1980
 BY2549_PROJECTION: FLUSH
 BY2549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2549+STABILITY: POSITION/ELEVATION WELL
 BY2549_ROD/PIPE-DEPTH: 13.1 meters
 BY2549_SLEEVE-DEPTH  : 12.2 meters
 BY2549
 BY2549  HISTORY     - Date     Condition        Report By
 BY2549  HISTORY     - 1980     MONUMENTED       NGS
 BY2549  HISTORY     - 1990     GOOD             USPSQD
 BY2549
 BY2549                          STATION DESCRIPTION
 BY2549
 BY2549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2549'IN OAKWOOD.
 BY2549'IN OAKWOOD, 0.45 KM. (0.25 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM
 BY2549'THE JUNCTION OF FARM ROAD 542, AT THE HIGHWAY 79 CHURCH OF CHRIST,
 BY2549'41.5 M. (136 FT.) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 43.3 M.
 BY2549'(142 FT.) NORTHEAST OF THE CENTER OF A GRAVEL STREET, 3.6 M.
 BY2549'(11.8 FT.) NORTH OF THE EASTERNMOST SOUTHWEST CORNER OF THE CHURCH,
 BY2549'1.5 M. (4.9 FT.) SOUTHWEST OF THE SOUTHWEST FACE OF THE CHURCH, 2.6 M.
 BY2549'(8.4 FT.) NORTHWEST OF THE EASTERNMOST NORTHWEST FACE OF THE CHURCH,
 BY2549'3.4 M. (11.3 FT.) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK.
 BY2549'DATUM POINT IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BY2549'13-CM. LOGO CAP.
 BY2549'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2549
 BY2549                          STATION RECOVERY (1990)
 BY2549
 BY2549'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1138 ***********************************************************************
 BZ1138  DESIGNATION -  S 1294
 BZ1138  PID         -  BZ1138
 BZ1138  STATE/COUNTY-  TX/LEON
 BZ1138  USGS QUAD   -  JEWETT (1982)
 BZ1138
 BZ1138                         *CURRENT SURVEY CONTROL
 BZ1138  ___________________________________________________________________
 BZ1138* NAD 83(1986)-  31 22 19.     (N)    096 08 16.     (W)     SCALED    
 BZ1138* NAVD 88     -       147.546  (meters)     484.07   (feet)  ADJUSTED  
 BZ1138  ___________________________________________________________________
 BZ1138  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BZ1138  DYNAMIC HT  -         147.364 (meters)     483.48  (feet)  COMP
 BZ1138  MODELED GRAV-     979,399.4   (mgal)                       NAVD 88
 BZ1138
 BZ1138  VERT ORDER  -  FIRST     CLASS II
 BZ1138
 BZ1138.The horizontal coordinates were scaled from a topographic map and have
 BZ1138.an estimated accuracy of +/- 6 seconds.
 BZ1138
 BZ1138.The orthometric height was determined by differential leveling
 BZ1138.and adjusted by the National Geodetic Survey in June 1991..
 BZ1138
 BZ1138.The geoid height was determined by GEOID03.
 BZ1138
 BZ1138.The dynamic height is computed by dividing the NAVD 88
 BZ1138.geopotential number by the normal gravity value computed on the
 BZ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1138.degrees latitude (g = 980.6199 gals.).
 BZ1138
 BZ1138.The modeled gravity was interpolated from observed gravity values.
 BZ1138
 BZ1138;                    North         East    Units  Estimated Accuracy
 BZ1138;SPC TX C     - 3,196,570.    1,099,000.      MT  (+/- 180 meters Scaled)
 BZ1138
 BZ1138                          SUPERSEDED SURVEY CONTROL
 BZ1138
 BZ1138.No superseded survey control is available for this station.
 BZ1138
 BZ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV722743(NAD 83)
 BZ1138_MARKER: DB = BENCH MARK DISK
 BZ1138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1138_SP_SET: STAINLESS STEEL ROD
 BZ1138_STAMPING: S 1294 1980
 BZ1138_PROJECTION: FLUSH
 BZ1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1138_ROD/PIPE-DEPTH: 7.0  meters
 BZ1138
 BZ1138  HISTORY     - Date     Condition        Report By
 BZ1138  HISTORY     - 1980     MONUMENTED       NGS
 BZ1138  HISTORY     - 1990     GOOD             USPSQD
 BZ1138
 BZ1138                          STATION DESCRIPTION
 BZ1138
 BZ1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1138'2.65 KM NE FROM JEWETT.
 BZ1138'2.65 KM. (1.65 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BZ1138'OF FARM ROAD 39 IN JEWETT, DIRECTLY UNDER HIGH TENSION POWERLINES, AT
 BZ1138'A METAL POWERLINE RIGHT-OF-WAY ACCESS GATE, 29.3 M. (96.0 FT.) EAST
 BZ1138'AND ACROSS A FENCE FROM THE NORTH LEG OF A METAL POWERLINE TOWER,
 BZ1138'26.5 M. (87.0 FT.) SOUTH-SOUTHWEST AND ACROSS THE FENCE FROM THE
 BZ1138'SOUTH ONE OF TWO POWERLINE POLES CARRYING HIGH TENSION LINES, 15.2 M.
 BZ1138'(50.0 FT.) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.9 M.
 BZ1138'(22.5 FT.) NORTH-NORTHEAST OF THE CENTERLINE OF THE ACCESS ROAD AND
 BZ1138'METAL GATE, 0.3 M. (1.0 FT.) SOUTH OF A FENCE.  DISK IS 9 CM. BELOW
 BZ1138'GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BZ1138'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 BZ1138'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BZ1138
 BZ1138                          STATION RECOVERY (1990)
 BZ1138
 BZ1138'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1174 ***********************************************************************
 BZ1174  DESIGNATION -  S 1295
 BZ1174  PID         -  BZ1174
 BZ1174  STATE/COUNTY-  TX/HILL
 BZ1174  USGS QUAD   -  MALONE (1978)
 BZ1174
 BZ1174                         *CURRENT SURVEY CONTROL
 BZ1174  ___________________________________________________________________
 BZ1174* NAD 83(1986)-  31 54 26.     (N)    096 52 38.     (W)     SCALED    
 BZ1174* NAVD 88     -       142.241  (meters)     466.67   (feet)  ADJUSTED  
 BZ1174  ___________________________________________________________________
 BZ1174  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BZ1174  DYNAMIC HT  -         142.069 (meters)     466.10  (feet)  COMP
 BZ1174  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 BZ1174
 BZ1174  VERT ORDER  -  FIRST     CLASS II
 BZ1174
 BZ1174.The horizontal coordinates were scaled from a topographic map and have
 BZ1174.an estimated accuracy of +/- 6 seconds.
 BZ1174
 BZ1174.The orthometric height was determined by differential leveling
 BZ1174.and adjusted by the National Geodetic Survey in June 1991..
 BZ1174
 BZ1174.The geoid height was determined by GEOID03.
 BZ1174
 BZ1174.The dynamic height is computed by dividing the NAVD 88
 BZ1174.geopotential number by the normal gravity value computed on the
 BZ1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1174.degrees latitude (g = 980.6199 gals.).
 BZ1174
 BZ1174.The modeled gravity was interpolated from observed gravity values.
 BZ1174
 BZ1174;                    North         East    Units  Estimated Accuracy
 BZ1174;SPC TXNC     - 2,027,860.      753,500.      MT  (+/- 180 meters Scaled)
 BZ1174
 BZ1174                          SUPERSEDED SURVEY CONTROL
 BZ1174
 BZ1174.No superseded survey control is available for this station.
 BZ1174
 BZ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA007321(NAD 83)
 BZ1174_MARKER: I = METAL ROD
 BZ1174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1174_SP_SET: STAINLESS STEEL ROD
 BZ1174_STAMPING: S 1295 1980
 BZ1174_PROJECTION: FLUSH
 BZ1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1174_ROD/PIPE-DEPTH: 7.6  meters
 BZ1174
 BZ1174  HISTORY     - Date     Condition        Report By
 BZ1174  HISTORY     - 1980     MONUMENTED       NGS
 BZ1174  HISTORY     - 19990220 GOOD             USPSQD
 BZ1174  HISTORY     - 20031011 GOOD             USPSQD
 BZ1174
 BZ1174                          STATION DESCRIPTION
 BZ1174
 BZ1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1174'2.2 KM SE FROM MALONE.
 BZ1174'2.2 KM. (1.35 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1174'OF FARM ROAD 308 IN MALONE, AT THE JUNCTION OF A DIRT ROAD LEADING
 BZ1174'SOUTHWEST, 32.6 M. (107 FT.) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 BZ1174'HIGHWAY, 10.1 M. (33.0 FT.) WEST-NORTHWEST OF THE CENTERLINE OF THE
 BZ1174'DIRT ROAD, 19.5 M. (64.0 FT.) SOUTHWEST OF THE WEST END OF A 1.2-M.
 BZ1174'STEEL CUVERT UNDER THE ROAD.  DATUM POINT IS 4 CM. BELOW GROUND,
 BZ1174'ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1174'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BZ1174'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1174
 BZ1174                          STATION RECOVERY (1999)
 BZ1174
 BZ1174'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1174'RECOVERED IN GOOD CONDITION.
 BZ1174
 BZ1174                          STATION RECOVERY (2003)
 BZ1174
 BZ1174'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2428 ***********************************************************************
 BY2428  DESIGNATION -  S 1296
 BY2428  PID         -  BY2428
 BY2428  STATE/COUNTY-  TX/HOUSTON
 BY2428  USGS QUAD   -  LOVELADY NORTH (1963)
 BY2428
 BY2428                         *CURRENT SURVEY CONTROL
 BY2428  ___________________________________________________________________
 BY2428* NAD 83(1986)-  31 10 06.     (N)    095 27 58.     (W)     SCALED    
 BY2428* NAVD 88     -        96.135  (meters)     315.40   (feet)  ADJUSTED  
 BY2428  ___________________________________________________________________
 BY2428  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY2428  DYNAMIC HT  -          96.014 (meters)     315.01  (feet)  COMP
 BY2428  MODELED GRAV-     979,378.0   (mgal)                       NAVD 88
 BY2428
 BY2428  VERT ORDER  -  FIRST     CLASS II
 BY2428
 BY2428.The horizontal coordinates were scaled from a topographic map and have
 BY2428.an estimated accuracy of +/- 6 seconds.
 BY2428
 BY2428.The orthometric height was determined by differential leveling
 BY2428.and adjusted by the National Geodetic Survey in June 1991..
 BY2428
 BY2428.The geoid height was determined by GEOID03.
 BY2428
 BY2428.The dynamic height is computed by dividing the NAVD 88
 BY2428.geopotential number by the normal gravity value computed on the
 BY2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2428.degrees latitude (g = 980.6199 gals.).
 BY2428
 BY2428.The modeled gravity was interpolated from observed gravity values.
 BY2428
 BY2428;                    North         East    Units  Estimated Accuracy
 BY2428;SPC TX C     - 3,176,620.    1,163,820.      MT  (+/- 180 meters Scaled)
 BY2428
 BY2428                          SUPERSEDED SURVEY CONTROL
 BY2428
 BY2428.No superseded survey control is available for this station.
 BY2428
 BY2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ649508(NAD 83)
 BY2428_MARKER: DB = BENCH MARK DISK
 BY2428_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2428_SP_SET: STAINLESS STEEL ROD
 BY2428_STAMPING: S 1296 1980
 BY2428_PROJECTION: PROJECTING 3 CENTIMETERS
 BY2428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2428_ROD/PIPE-DEPTH: 6.1  meters
 BY2428
 BY2428  HISTORY     - Date     Condition        Report By
 BY2428  HISTORY     - 1980     MONUMENTED       NGS
 BY2428
 BY2428                          STATION DESCRIPTION
 BY2428
 BY2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2428'4.7 KM NORTH FROM LOVELADY.
 BY2428'4.7 KM. (2.95 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY2428'FARM ROADS 230 AND 1280 IN LOVELADY, AT A SMALL FAMILY CEMETERY IN A
 BY2428'STAND OF PINE TREES, 30.8 M. (101 FT.) WEST OF THE CENTERLINE OF THE
 BY2428'HIGHWAY, 42.1 M. (138 FT.) EAST OF THE EAST RAIL OF THE MISSOURI
 BY2428'PACIFIC RAILROAD, 16.2 M. (53.0 FT.) NORTHEAST OF THE HEADSTONE OF
 BY2428'LIMON CASTILLO, 3.8 M. (12.6 FT.) EAST-SOUTHEAST OF THE HEADSTONE OF
 BY2428'MARY HENNESEY, 0.3 M. (1.0 FT.) EAST OF A WIRE FENCE, 10.5 M.
 BY2428'(34.6 FT.) SOUTHWEST OF A 60-CM. OAK TREE, 8.9 M. (29.3 FT.) NORTH OF
 BY2428'A 60-CM. PINE TREE, 0.6 M. (2.0 FT.) NORTH-NORTHEAST OF A 10-CM. WOOD
 BY2428'FENCE POST.
 BY2428'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BY2428'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2437 ***********************************************************************
 BY2437  DESIGNATION -  S 1297
 BY2437  PID         -  BY2437
 BY2437  STATE/COUNTY-  TX/HOUSTON
 BY2437  USGS QUAD   -  GRAPELAND (1951)
 BY2437
 BY2437                         *CURRENT SURVEY CONTROL
 BY2437  ___________________________________________________________________
 BY2437* NAD 83(1986)-  31 23 06.     (N)    095 28 32.     (W)     SCALED    
 BY2437* NAVD 88     -       111.311  (meters)     365.19   (feet)  ADJUSTED  
 BY2437  ___________________________________________________________________
 BY2437  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY2437  DYNAMIC HT  -         111.172 (meters)     364.74  (feet)  COMP
 BY2437  MODELED GRAV-     979,390.6   (mgal)                       NAVD 88
 BY2437
 BY2437  VERT ORDER  -  FIRST     CLASS II
 BY2437
 BY2437.The horizontal coordinates were scaled from a topographic map and have
 BY2437.an estimated accuracy of +/- 6 seconds.
 BY2437
 BY2437.The orthometric height was determined by differential leveling
 BY2437.and adjusted by the National Geodetic Survey in June 1991..
 BY2437
 BY2437.The geoid height was determined by GEOID03.
 BY2437
 BY2437.The dynamic height is computed by dividing the NAVD 88
 BY2437.geopotential number by the normal gravity value computed on the
 BY2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2437.degrees latitude (g = 980.6199 gals.).
 BY2437
 BY2437.The modeled gravity was interpolated from observed gravity values.
 BY2437
 BY2437;                    North         East    Units  Estimated Accuracy
 BY2437;SPC TX C     - 3,200,570.    1,161,870.      MT  (+/- 180 meters Scaled)
 BY2437
 BY2437                          SUPERSEDED SURVEY CONTROL
 BY2437
 BY2437.No superseded survey control is available for this station.
 BY2437
 BY2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ645749(NAD 83)
 BY2437_MARKER: DB = BENCH MARK DISK
 BY2437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2437_SP_SET: STAINLESS STEEL ROD
 BY2437_STAMPING: S 1297 1980
 BY2437_PROJECTION: FLUSH
 BY2437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2437_ROD/PIPE-DEPTH: 6.1  meters
 BY2437
 BY2437  HISTORY     - Date     Condition        Report By
 BY2437  HISTORY     - 1980     MONUMENTED       NGS
 BY2437
 BY2437                          STATION DESCRIPTION
 BY2437
 BY2437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2437'8.2 KM NORTH FROM CROCKETT.
 BY2437'8.2 KM. (5.1 MI.) NORTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY2437'FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, 136 M. (446 FT.) SOUTH
 BY2437'OF THE SOUTHWEST EDGE OF A SMALL FARM POND, 14.9 M. (49.0 FT.) EAST OF
 BY2437'THE CENTERLINE OF U.S. HIGHWAY 287 NORTHBOUND, 25.0 M. (82.0 FT.)
 BY2437'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 2.6 M.
 BY2437'(8.6 FT.) NORTH OF A CORNER FENCE POST, 2.7 M. (8.9 FT.)
 BY2437'NORTH-NORTHEAST OF A POWERLINE POLE WITH A TRANSFORMER, 0.3 M.
 BY2437'(1.0 FT.) NORTH OF A FENCE, 29.6 M. (97.0 FT.) NORTH OF A 60-CM.
 BY2437'MAGNOLIA TREE, 37.8 M. (124 FT.) NORTH OF A CITY GAS METER BOX.  DISK
 BY2437'IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BY2437'PLASTIC SCREW PLUG.
 BY2437'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BY2437'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0275 ***********************************************************************
 CU0275  DESIGNATION -  S 13
 CU0275  PID         -  CU0275
 CU0275  STATE/COUNTY-  TX/NOLAN
 CU0275  USGS QUAD   -  ROSCOE (1987)
 CU0275
 CU0275                         *CURRENT SURVEY CONTROL
 CU0275  ___________________________________________________________________
 CU0275* NAD 83(1986)-  32 26 51.     (N)    100 32 14.     (W)     SCALED    
 CU0275* NAVD 88     -       727.518  (meters)    2386.87   (feet)  POSTED    
 CU0275  ___________________________________________________________________
 CU0275  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CU0275  DYNAMIC HT  -         726.540 (meters)    2383.66  (feet)  COMP
 CU0275  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 CU0275
 CU0275  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CU0275
 CU0275.The horizontal coordinates were scaled from a topographic map and have
 CU0275.an estimated accuracy of +/- 6 seconds.
 CU0275
 CU0275.The orthometric height was determined by differential leveling
 CU0275.and adjusted by the National Geodetic Survey in 1992..
 CU0275.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CU0275.rate of 4.1 thru 8.0 mm/km.
 CU0275
 CU0275.The geoid height was determined by GEOID03.
 CU0275
 CU0275.The dynamic height is computed by dividing the NAVD 88
 CU0275.geopotential number by the normal gravity value computed on the
 CU0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0275.degrees latitude (g = 980.6199 gals.).
 CU0275
 CU0275.The modeled gravity was interpolated from observed gravity values.
 CU0275
 CU0275;                    North         East    Units  Estimated Accuracy
 CU0275;SPC TXNC     - 2,088,450.      408,460.      MT  (+/- 180 meters Scaled)
 CU0275
 CU0275                          SUPERSEDED SURVEY CONTROL
 CU0275
 CU0275  NGVD 29 (??/??/92)  727.231  (m)         2385.92   (f) ADJ UNCH    1 2
 CU0275
 CU0275.Superseded values are not recommended for survey control.
 CU0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0275.See file dsdata.txt to determine how the superseded data were derived.
 CU0275
 CU0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA555910(NAD 83)
 CU0275_MARKER: Z = SEE DESCRIPTION
 CU0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0275+STABILITY: SURFACE MOTION
 CU0275
 CU0275  HISTORY     - Date     Condition        Report By
 CU0275  HISTORY     - UNK      MONUMENTED       CGS
 CU0275  HISTORY     - 1956     GOOD             NGS
 CU0275  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0275  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0275
 CU0275                          STATION DESCRIPTION
 CU0275
 CU0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0275'IN ROSCOE.
 CU0275'AT ROSCOE, 415 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE TEXAS AND
 CU0275'PACIFIC RAILROAD STATION, 426 FEET EAST OF THE CENTER LINE OF U.S.
 CU0275'HIGHWAY 84, 299 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 58
 CU0275'FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 2 FEET EAST OF A
 CU0275'WITNESS POST, IN THE TOP OF A STONE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CU0275'THE GROUND.
 CU0275
 CU0275                          STATION RECOVERY (1970)
 CU0275
 CU0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0275'MARK NOT FOUND.
 CU0275
 CU0275                          STATION RECOVERY (1982)
 CU0275
 CU0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2275 ***********************************************************************
 CS2275  DESIGNATION -  S 130
 CS2275  PID         -  CS2275
 CS2275  STATE/COUNTY-  TX/PARKER
 CS2275  USGS QUAD   -  ANNETA (1979)
 CS2275
 CS2275                         *CURRENT SURVEY CONTROL
 CS2275  ___________________________________________________________________
 CS2275* NAD 83(1986)-  32 41 56.     (N)    097 38 50.     (W)     SCALED    
 CS2275* NAVD 88     -       248.504  (meters)     815.30   (feet)  ADJUSTED  
 CS2275  ___________________________________________________________________
 CS2275  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CS2275  DYNAMIC HT  -         248.204 (meters)     814.32  (feet)  COMP
 CS2275  MODELED GRAV-     979,424.4   (mgal)                       NAVD 88
 CS2275
 CS2275  VERT ORDER  -  FIRST     CLASS II
 CS2275
 CS2275.The horizontal coordinates were scaled from a topographic map and have
 CS2275.an estimated accuracy of +/- 6 seconds.
 CS2275
 CS2275.The orthometric height was determined by differential leveling
 CS2275.and adjusted by the National Geodetic Survey in June 1991..
 CS2275
 CS2275.The geoid height was determined by GEOID03.
 CS2275
 CS2275.The dynamic height is computed by dividing the NAVD 88
 CS2275.geopotential number by the normal gravity value computed on the
 CS2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2275.degrees latitude (g = 980.6199 gals.).
 CS2275
 CS2275.The modeled gravity was interpolated from observed gravity values.
 CS2275
 CS2275;                    North         East    Units  Estimated Accuracy
 CS2275;SPC TXNC     - 2,114,790.      679,960.      MT  (+/- 180 meters Scaled)
 CS2275
 CS2275                          SUPERSEDED SURVEY CONTROL
 CS2275
 CS2275  NGVD 29 (??/??/92)  248.444  (m)          815.10   (f) ADJ UNCH    1 2
 CS2275
 CS2275.Superseded values are not recommended for survey control.
 CS2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2275.See file dsdata.txt to determine how the superseded data were derived.
 CS2275
 CS2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB268187(NAD 83)
 CS2275_MARKER: DB = BENCH MARK DISK
 CS2275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2275_SP_SET: BRIDGE SEAT
 CS2275_STAMPING: S 130 1952
 CS2275_MARK LOGO: CGS   
 CS2275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2275
 CS2275  HISTORY     - Date     Condition        Report By
 CS2275  HISTORY     - 1952     MONUMENTED       CGS
 CS2275  HISTORY     - 1983     GOOD             NGS
 CS2275
 CS2275                          STATION DESCRIPTION
 CS2275
 CS2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS2275'2.8 MI W FROM ALEDO.
 CS2275'2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2275'AT ALEDO, 8 FEET NORTH OF THE NORTH RAIL, 3.5 FEET BELOW THE TOP OF
 CS2275'THE RAILS, AT BRIDGE 266.6, SET IN THE TOP OF THE CENTER OF THE NORTH
 CS2275'END OF THE EAST BRIDGE SEAT OF THE BRIDGE.
 CS2275
 CS2275                          STATION RECOVERY (1983)
 CS2275
 CS2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1117 ***********************************************************************
 BZ1117  DESIGNATION -  S 1300
 BZ1117  PID         -  BZ1117
 BZ1117  STATE/COUNTY-  TX/BELL
 BZ1117  USGS QUAD   -  TROY (1993)
 BZ1117
 BZ1117                         *CURRENT SURVEY CONTROL
 BZ1117  ___________________________________________________________________
 BZ1117* NAD 83(1986)-  31 11 45.     (N)    097 18 26.     (W)     SCALED    
 BZ1117* NAVD 88     -       213.369  (meters)     700.03   (feet)  ADJUSTED  
 BZ1117  ___________________________________________________________________
 BZ1117  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ1117  DYNAMIC HT  -         213.088 (meters)     699.11  (feet)  COMP
 BZ1117  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 BZ1117
 BZ1117  VERT ORDER  -  FIRST     CLASS II
 BZ1117
 BZ1117.The horizontal coordinates were scaled from a topographic map and have
 BZ1117.an estimated accuracy of +/- 6 seconds.
 BZ1117
 BZ1117.The orthometric height was determined by differential leveling
 BZ1117.and adjusted by the National Geodetic Survey in June 1991..
 BZ1117
 BZ1117.The geoid height was determined by GEOID03.
 BZ1117
 BZ1117.The dynamic height is computed by dividing the NAVD 88
 BZ1117.geopotential number by the normal gravity value computed on the
 BZ1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1117.degrees latitude (g = 980.6199 gals.).
 BZ1117
 BZ1117.The modeled gravity was interpolated from observed gravity values.
 BZ1117
 BZ1117;                    North         East    Units  Estimated Accuracy
 BZ1117;SPC TX C     - 3,173,440.      988,350.      MT  (+/- 180 meters Scaled)
 BZ1117
 BZ1117                          SUPERSEDED SURVEY CONTROL
 BZ1117
 BZ1117.No superseded survey control is available for this station.
 BZ1117
 BZ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV612525(NAD 83)
 BZ1117_MARKER: DB = BENCH MARK DISK
 BZ1117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BZ1117_SP_SET: CONCRETE CULVERT
 BZ1117_STAMPING: S 1300 1980
 BZ1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1117+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1117
 BZ1117  HISTORY     - Date     Condition        Report By
 BZ1117  HISTORY     - 1980     MONUMENTED       NGS
 BZ1117  HISTORY     - 19910511 GOOD             USPSQD
 BZ1117  HISTORY     - 19950715 GOOD             USPSQD
 BZ1117  HISTORY     - 20010317 GOOD             USPSQD
 BZ1117  HISTORY     - 20031011 GOOD             USPSQD
 BZ1117  HISTORY     - 20050726 GOOD             USPSQD
 BZ1117
 BZ1117                          STATION DESCRIPTION
 BZ1117
 BZ1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1117'1.3 KM SW FROM TROY.
 BZ1117'1.3 KM. (0.8 MI.) SOUTHWEST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BZ1117'35 FROM THE JUNCTION OF FARM ROAD 935 IN TROY, 0.15 KM. (0.1 MI.)
 BZ1117'NORTHEAST OF A POWERLINE CROSSING, IN TOP OF THE CENTER OF THE EAST
 BZ1117'EDGE OF A SIX-CHANNEL CONCRETE CULVERT WHICH IS SET ON SOLID ROCK,
 BZ1117'6.2 M. (20.4 FT.) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 19.0 M.
 BZ1117'(62.4 FT.) SOUTHWEST OF A TWIN-TRUNKED SWEET GUM TREE, 8.7 M.
 BZ1117'(28.7 FT.) SOUTHWEST OF THE NORTHEAST END OF THE CULVERT, 8.7 M.
 BZ1117'(28.6 FT.) NORTHEAST OF THE SOUTHWEST END OF THE CULVERT.
 BZ1117'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 BZ1117
 BZ1117                          STATION RECOVERY (1991)
 BZ1117
 BZ1117'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1117'RECOVERED IN GOOD CONDITION.
 BZ1117
 BZ1117                          STATION RECOVERY (1995)
 BZ1117
 BZ1117'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1117'RECOVERED IN GOOD CONDITION.
 BZ1117
 BZ1117                          STATION RECOVERY (2001)
 BZ1117
 BZ1117'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ1117'RECOVERED IN GOOD CONDITION.
 BZ1117
 BZ1117                          STATION RECOVERY (2003)
 BZ1117
 BZ1117'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ1117'RECOVERED IN GOOD CONDITION.
 BZ1117
 BZ1117                          STATION RECOVERY (2005)
 BZ1117
 BZ1117'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1069 ***********************************************************************
 BZ1069  DESIGNATION -  S 1301
 BZ1069  PID         -  BZ1069
 BZ1069  STATE/COUNTY-  TX/MCLENNAN
 BZ1069  USGS QUAD   -  WEST (1979)
 BZ1069
 BZ1069                         *CURRENT SURVEY CONTROL
 BZ1069  ___________________________________________________________________
 BZ1069* NAD 83(1986)-  31 45 43.     (N)    097 06 16.     (W)     SCALED    
 BZ1069* NAVD 88     -       175.739  (meters)     576.57   (feet)  ADJUSTED  
 BZ1069  ___________________________________________________________________
 BZ1069  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BZ1069  DYNAMIC HT  -         175.520 (meters)     575.85  (feet)  COMP
 BZ1069  MODELED GRAV-     979,387.4   (mgal)                       NAVD 88
 BZ1069
 BZ1069  VERT ORDER  -  FIRST     CLASS II
 BZ1069
 BZ1069.The horizontal coordinates were scaled from a topographic map and have
 BZ1069.an estimated accuracy of +/- 6 seconds.
 BZ1069
 BZ1069.The orthometric height was determined by differential leveling
 BZ1069.and adjusted by the National Geodetic Survey in June 1991..
 BZ1069
 BZ1069.The geoid height was determined by GEOID03.
 BZ1069
 BZ1069.The dynamic height is computed by dividing the NAVD 88
 BZ1069.geopotential number by the normal gravity value computed on the
 BZ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1069.degrees latitude (g = 980.6199 gals.).
 BZ1069
 BZ1069.The modeled gravity was interpolated from observed gravity values.
 BZ1069
 BZ1069;                    North         East    Units  Estimated Accuracy
 BZ1069;SPC TX C     - 3,236,720.    1,005,840.      MT  (+/- 180 meters Scaled)
 BZ1069
 BZ1069                          SUPERSEDED SURVEY CONTROL
 BZ1069
 BZ1069.No superseded survey control is available for this station.
 BZ1069
 BZ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA795156(NAD 83)
 BZ1069_MARKER: I = METAL ROD
 BZ1069_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1069_SP_SET: STAINLESS STEEL ROD
 BZ1069_STAMPING: S 1301 1980
 BZ1069_PROJECTION: FLUSH
 BZ1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1069_ROD/PIPE-DEPTH: 7.6  meters
 BZ1069
 BZ1069  HISTORY     - Date     Condition        Report By
 BZ1069  HISTORY     - 1980     MONUMENTED       NGS
 BZ1069  HISTORY     - 19910511 GOOD             USPSQD
 BZ1069  HISTORY     - 19950715 GOOD             USPSQD
 BZ1069  HISTORY     - 20010317 GOOD             USPSQD
 BZ1069  HISTORY     - 20040110 GOOD             USPSQD
 BZ1069
 BZ1069                          STATION DESCRIPTION
 BZ1069
 BZ1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1069'5.0 KM SOUTH FROM WEST.
 BZ1069'5.0 KM. (3.1 MI.) SOUTH ALONG THE FRONTAGE ROAD WHICH PARALLELS
 BZ1069'INTERSTATE 35 ON THE WEST SIDE FROM THE JUNCTION OF FARM ROAD 2114 IN
 BZ1069'WEST, ACROSS I-35 FROM A SMALL CATTLE POND, 0.16 KM. (0.1 MI.) SOUTH
 BZ1069'OF MILE MARKER 350, 14.7 M. (48.2 FT.) WEST OF THE CENTERLINE OF THE
 BZ1069'FRONTAGE ROAD, 18.6 M. (60.9 FT.) NORTHWEST OF THE CENTER OF A 0.6-M.
 BZ1069'BY 0.6-M. BOX CULVERT HEADWALL, 20.1 M. (66.0 FT.) NORTH OF THE NORTH
 BZ1069'END OF A CHAIN LINK FENCE, 0.3 M. (1.0 FT.) EAST OF A WIRE FENCE,
 BZ1069'5.4 M. (17.6 FT.) SOUTH OF A 5-CM. CEDAR TREE, 6.1 M. (20.0 FT.)
 BZ1069'NORTH-NORTHEAST OF THE EASTERNMOST ONE OF FOUR METAL BILLBOARD POSTS.
 BZ1069'DATUM POINT IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BZ1069'13-CM. LOGO CAP.
 BZ1069'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BZ1069'THE MARK IS 0.3 M ABOVE THE ROAD.
 BZ1069
 BZ1069                          STATION RECOVERY (1991)
 BZ1069
 BZ1069'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1069'RECOVERED IN GOOD CONDITION.
 BZ1069
 BZ1069                          STATION RECOVERY (1995)
 BZ1069
 BZ1069'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1069'RECOVERED IN GOOD CONDITION.
 BZ1069
 BZ1069                          STATION RECOVERY (2001)
 BZ1069
 BZ1069'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1069'RECOVERED IN GOOD CONDITION.
 BZ1069
 BZ1069                          STATION RECOVERY (2004)
 BZ1069
 BZ1069'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1096 ***********************************************************************
 BZ1096  DESIGNATION -  S 1302
 BZ1096  PID         -  BZ1096
 BZ1096  STATE/COUNTY-  TX/MCLENNAN
 BZ1096  USGS QUAD   -  LORENA (1993)
 BZ1096
 BZ1096                         *CURRENT SURVEY CONTROL
 BZ1096  ___________________________________________________________________
 BZ1096* NAD 83(1986)-  31 27 21.     (N)    097 10 27.     (W)     SCALED    
 BZ1096* NAVD 88     -       166.291  (meters)     545.57   (feet)  ADJUSTED  
 BZ1096  ___________________________________________________________________
 BZ1096  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BZ1096  DYNAMIC HT  -         166.079 (meters)     544.88  (feet)  COMP
 BZ1096  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 BZ1096
 BZ1096  VERT ORDER  -  FIRST     CLASS II
 BZ1096
 BZ1096.The horizontal coordinates were scaled from a topographic map and have
 BZ1096.an estimated accuracy of +/- 6 seconds.
 BZ1096
 BZ1096.The orthometric height was determined by differential leveling
 BZ1096.and adjusted by the National Geodetic Survey in June 1991..
 BZ1096
 BZ1096.The geoid height was determined by GEOID03.
 BZ1096
 BZ1096.The dynamic height is computed by dividing the NAVD 88
 BZ1096.geopotential number by the normal gravity value computed on the
 BZ1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1096.degrees latitude (g = 980.6199 gals.).
 BZ1096
 BZ1096.The modeled gravity was interpolated from observed gravity values.
 BZ1096
 BZ1096;                    North         East    Units  Estimated Accuracy
 BZ1096;SPC TX C     - 3,202,600.    1,000,200.      MT  (+/- 180 meters Scaled)
 BZ1096
 BZ1096                          SUPERSEDED SURVEY CONTROL
 BZ1096
 BZ1096.No superseded survey control is available for this station.
 BZ1096
 BZ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV734815(NAD 83)
 BZ1096_MARKER: I = METAL ROD
 BZ1096_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1096+WITH SETTING: INFORMATION.
 BZ1096_SP_SET: SHALLOW SET METAL ROD
 BZ1096_STAMPING: S 1302 1980
 BZ1096_PROJECTION: FLUSH
 BZ1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1096+STABILITY: SURFACE MOTION
 BZ1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1096+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1096_ROD/PIPE-DEPTH: 1.2  meters
 BZ1096
 BZ1096  HISTORY     - Date     Condition        Report By
 BZ1096  HISTORY     - 1980     MONUMENTED       NGS
 BZ1096  HISTORY     - 19910424 GOOD             USPSQD
 BZ1096  HISTORY     - 19950715 GOOD             USPSQD
 BZ1096  HISTORY     - 20010317 GOOD             USPSQD
 BZ1096  HISTORY     - 20050727 GOOD             USPSQD
 BZ1096
 BZ1096                          STATION DESCRIPTION
 BZ1096
 BZ1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1096'8.8 KM SOUTH FROM WACO.
 BZ1096'8.8 KM. (5.45 MI.) SOUTH ALONG THE J. H. KULTGEN EXPRESSWAY WHICH
 BZ1096'PARALLELS THE WEST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF VALLEY
 BZ1096'MILLS DRIVE AT THE SOUTH EDGE OF WACO, ABOUT 40 M. (130 FT.)
 BZ1096'NORTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND A SMALL HIGH
 BZ1096'VOLTAGE POWER STATION, 61.0 M. (200 FT.) NORTH OF CHAMBERS CREEK,
 BZ1096'17.3 M. (56.7 FT.) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 0.7 M.
 BZ1096'(2.4 FT.) NORTH OF A GUYED POWERLINE POLE, 11.9 M. (39.0 FT.)
 BZ1096'SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BUILDING, 7.9 M.
 BZ1096'(26.0 FT.) NORTH OF A GRAVEL ROAD LEADING WEST TO THE POWER STATION.
 BZ1096'NOTE-ROD IS ANCHORED IN HARD LIMESTONE.  DATUM POINT IS 8 CM. BELOW
 BZ1096'GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1096'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BZ1096'THE MARK IS 0.6 M ABOVE THE ROAD.
 BZ1096
 BZ1096                          STATION RECOVERY (1991)
 BZ1096
 BZ1096'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1096'RECOVERED IN GOOD CONDITION.
 BZ1096
 BZ1096                          STATION RECOVERY (1995)
 BZ1096
 BZ1096'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1096'RECOVERED IN GOOD CONDITION.
 BZ1096
 BZ1096                          STATION RECOVERY (2001)
 BZ1096
 BZ1096'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1096'RECOVERED IN GOOD CONDITION.
 BZ1096
 BZ1096                          STATION RECOVERY (2005)
 BZ1096
 BZ1096'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0777 ***********************************************************************
 BM0777  DESIGNATION -  S 1303
 BM0777  PID         -  BM0777
 BM0777  STATE/COUNTY-  TX/BELL
 BM0777  USGS QUAD   -  BARTLETT (1989)
 BM0777
 BM0777                         *CURRENT SURVEY CONTROL
 BM0777  ___________________________________________________________________
 BM0777* NAD 83(1986)-  30 49 12.     (N)    097 25 01.     (W)     SCALED    
 BM0777* NAVD 88     -       169.868  (meters)     557.31   (feet)  ADJUSTED  
 BM0777  ___________________________________________________________________
 BM0777  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BM0777  DYNAMIC HT  -         169.642 (meters)     556.57  (feet)  COMP
 BM0777  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 BM0777
 BM0777  VERT ORDER  -  FIRST     CLASS II
 BM0777
 BM0777.The horizontal coordinates were scaled from a topographic map and have
 BM0777.an estimated accuracy of +/- 6 seconds.
 BM0777
 BM0777.The orthometric height was determined by differential leveling
 BM0777.and adjusted by the National Geodetic Survey in June 1991..
 BM0777
 BM0777.The geoid height was determined by GEOID03.
 BM0777
 BM0777.The dynamic height is computed by dividing the NAVD 88
 BM0777.geopotential number by the normal gravity value computed on the
 BM0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0777.degrees latitude (g = 980.6199 gals.).
 BM0777
 BM0777.The modeled gravity was interpolated from observed gravity values.
 BM0777
 BM0777;                    North         East    Units  Estimated Accuracy
 BM0777;SPC TX C     - 3,131,510.      978,990.      MT  (+/- 180 meters Scaled)
 BM0777
 BM0777                          SUPERSEDED SURVEY CONTROL
 BM0777
 BM0777.No superseded survey control is available for this station.
 BM0777
 BM0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV514107(NAD 83)
 BM0777_MARKER: I = METAL ROD
 BM0777_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0777_SP_SET: STAINLESS STEEL ROD
 BM0777_STAMPING: S 1303 1980
 BM0777_MARK LOGO: NGS   
 BM0777_PROJECTION: RECESSED 2 CENTIMETERS
 BM0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0777+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0777_ROD/PIPE-DEPTH: 9.1  meters
 BM0777
 BM0777  HISTORY     - Date     Condition        Report By
 BM0777  HISTORY     - 1980     MONUMENTED       NGS
 BM0777  HISTORY     - 1990     GOOD             USPSQD
 BM0777  HISTORY     - 20010317 GOOD             USPSQD
 BM0777  HISTORY     - 20050725 GOOD             USPSQD
 BM0777
 BM0777                          STATION DESCRIPTION
 BM0777
 BM0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0777'3.0 KM (1.85 MI) NORTH FROM BARTLETT.
 BM0777'3.0 KM (1.85 MI) NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0777'FARM ROAD 487 IN BARTLETT, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 BM0777'EAST, 18.6 METERS (61.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE
 BM0777'HIGHWAY, 9.1 METERS (30.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 BM0777'ROAD, 5.8 METERS (19.0 FT) SOUTHWEST OF THE WEST END OF THE SOUTH
 BM0777'CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 33.8 METERS (111 FT)
 BM0777'SOUTHEAST OF A POWERLINE POLE WITH 4 GUY WIRES, 3.0 METERS (4.5 FT)
 BM0777'SOUTH-SOUTHWEST OF A CORNER FENCE POST, 0.3 METER (1.0 FT)
 BM0777'EAST-SOUTHEAST OF A FENCE.
 BM0777'THE MARK IS 0.5 METERS  NNE FROM A WITNESS POST.
 BM0777'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BM0777
 BM0777                          STATION RECOVERY (1990)
 BM0777
 BM0777'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0777'RECOVERED IN GOOD CONDITION.
 BM0777
 BM0777                          STATION RECOVERY (2001)
 BM0777
 BM0777'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0777'RECOVERED IN GOOD CONDITION.
 BM0777
 BM0777                          STATION RECOVERY (2005)
 BM0777
 BM0777'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0777'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0801 ***********************************************************************
 BM0801  DESIGNATION -  S 1304
 BM0801  PID         -  BM0801
 BM0801  STATE/COUNTY-  TX/WILLIAMSON
 BM0801  USGS QUAD   -  ROUND ROCK (1987)
 BM0801
 BM0801                         *CURRENT SURVEY CONTROL
 BM0801  ___________________________________________________________________
 BM0801* NAD 83(1986)-  30 32 11.     (N)    097 41 29.     (W)     SCALED    
 BM0801* NAVD 88     -       237.489  (meters)     779.16   (feet)  ADJUSTED  
 BM0801  ___________________________________________________________________
 BM0801  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM0801  DYNAMIC HT  -         237.167 (meters)     778.11  (feet)  COMP
 BM0801  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 BM0801
 BM0801  VERT ORDER  -  FIRST     CLASS II
 BM0801
 BM0801.The horizontal coordinates were scaled from a topographic map and have
 BM0801.an estimated accuracy of +/- 6 seconds.
 BM0801
 BM0801.The orthometric height was determined by differential leveling
 BM0801.and adjusted by the National Geodetic Survey in June 1991..
 BM0801
 BM0801.The geoid height was determined by GEOID03.
 BM0801
 BM0801.The dynamic height is computed by dividing the NAVD 88
 BM0801.geopotential number by the normal gravity value computed on the
 BM0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0801.degrees latitude (g = 980.6199 gals.).
 BM0801
 BM0801.The modeled gravity was interpolated from observed gravity values.
 BM0801
 BM0801;                    North         East    Units  Estimated Accuracy
 BM0801;SPC TX C     - 3,099,420.      953,480.      MT  (+/- 180 meters Scaled)
 BM0801
 BM0801                          SUPERSEDED SURVEY CONTROL
 BM0801
 BM0801.No superseded survey control is available for this station.
 BM0801
 BM0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU255789(NAD 83)
 BM0801_MARKER: I = METAL ROD
 BM0801_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0801_SP_SET: STAINLESS STEEL ROD
 BM0801_STAMPING: S 1304 1980
 BM0801_MARK LOGO: NGS   
 BM0801_PROJECTION: FLUSH
 BM0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0801+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0801_ROD/PIPE-DEPTH: 1.5  meters
 BM0801
 BM0801  HISTORY     - Date     Condition        Report By
 BM0801  HISTORY     - 1980     MONUMENTED       NGS
 BM0801  HISTORY     - 20050724 GOOD             USPSQD
 BM0801
 BM0801                          STATION DESCRIPTION
 BM0801
 BM0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0801'3.6 KM (2.25 MI) NORTH FROM ROUND ROCK.
 BM0801'3.35 KM (2.1 MI) NORTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0801'JUNCTION OF RANCH ROAD 620 IN ROUND ROCK, THENCE 0.25 KM (0.15 MI)
 BM0801'NORTH ALONG THE EAST FRONTAGE ROAD OF INTERSTATE 35, 11.8 METERS
 BM0801'(39.0 FT) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 45.7 METERS
 BM0801'(150 FT) NORTH OF AN ENTRANCE ROAD LEADING TO THE B.J. HUGES
 BM0801'CORPORATION, 21.6 METERS (71.5 FT) NORTH-NORTHWEST OF A FIRE HYDRANT,
 BM0801'4.8 METERS (16.0 FT) NORTH OF A FENCE JUNCTION POST, 0.3 METER
 BM0801'(1.0 FT) WEST OF A FENCE.
 BM0801'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 BM0801'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD.
 BM0801
 BM0801                          STATION RECOVERY (2005)
 BM0801
 BM0801'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0801'DESCRIPTION IS GOOD.  NO WITNESS POST. MARK IS ABOUT 5 INCHES ABOVE
 BM0801'THE GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0752 ***********************************************************************
 BM0752  DESIGNATION -  S 1305
 BM0752  PID         -  BM0752
 BM0752  STATE/COUNTY-  TX/TRAVIS
 BM0752  USGS QUAD   -  BUDA (1994)
 BM0752
 BM0752                         *CURRENT SURVEY CONTROL
 BM0752  ___________________________________________________________________
 BM0752* NAD 83(1986)-  30 06 05.     (N)    097 48 40.     (W)     SCALED    
 BM0752* NAVD 88     -       204.393  (meters)     670.58   (feet)  ADJUSTED  
 BM0752  ___________________________________________________________________
 BM0752  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM0752  DYNAMIC HT  -         204.108 (meters)     669.64  (feet)  COMP
 BM0752  MODELED GRAV-     979,244.5   (mgal)                       NAVD 88
 BM0752
 BM0752  VERT ORDER  -  FIRST     CLASS II
 BM0752
 BM0752.The horizontal coordinates were scaled from a topographic map and have
 BM0752.an estimated accuracy of +/- 6 seconds.
 BM0752
 BM0752.The orthometric height was determined by differential leveling
 BM0752.and adjusted by the National Geodetic Survey in June 1991..
 BM0752
 BM0752.The geoid height was determined by GEOID03.
 BM0752
 BM0752.The dynamic height is computed by dividing the NAVD 88
 BM0752.geopotential number by the normal gravity value computed on the
 BM0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0752.degrees latitude (g = 980.6199 gals.).
 BM0752
 BM0752.The modeled gravity was interpolated from observed gravity values.
 BM0752
 BM0752;                    North         East    Units  Estimated Accuracy
 BM0752;SPC TX C     - 3,050,950.      943,090.      MT  (+/- 180 meters Scaled)
 BM0752
 BM0752                          SUPERSEDED SURVEY CONTROL
 BM0752
 BM0752.No superseded survey control is available for this station.
 BM0752
 BM0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU145306(NAD 83)
 BM0752_MARKER: I = METAL ROD
 BM0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0752_SP_SET: STAINLESS STEEL ROD
 BM0752_STAMPING: S 1305 1980
 BM0752_MARK LOGO: NGS   
 BM0752_PROJECTION: RECESSED 3 CENTIMETERS
 BM0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0752_ROD/PIPE-DEPTH: 4.9  meters
 BM0752
 BM0752  HISTORY     - Date     Condition        Report By
 BM0752  HISTORY     - 1980     MONUMENTED       NGS
 BM0752  HISTORY     - 1990     GOOD             USPSQD
 BM0752  HISTORY     - 1990     GOOD             USPSQD
 BM0752  HISTORY     - 19910116 GOOD             USPSQD
 BM0752  HISTORY     - 19950725 GOOD             USPSQD
 BM0752  HISTORY     - 20030308 GOOD             USPSQD
 BM0752
 BM0752                          STATION DESCRIPTION
 BM0752
 BM0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0752'14.3 KM (8.9 MI) NE FROM KYLE.
 BM0752'14.3 KM (8.9 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BM0752'35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE, APPROXIMATELY
 BM0752'120 METERS SOUTHWEST OF A GRAVEL ROAD LEADING SOUTHEAST TO A WATER
 BM0752'TANK, 20.9 METERS (68.5 FT) EAST OF THE CENTERLINE OF THE FRONTAGE
 BM0752'ROAD, 45.1 METERS (148 FT) NORTHEAST OF THE NORTH EDGE OF THE EAST END
 BM0752'OF A DOUBLE CULVERT UNDER THE FRONTAGE ROAD, 31.7 METERS (104 FT)
 BM0752'NORTH OF A FIRE HYDRANT IN A PASTURE, 0.9 METER (3.0 FT) SOUTH OF A
 BM0752'POWERLINE POLE OF AN EAST-WEST POWERLINE, 0.4 METER (1.2 FT)
 BM0752'WEST-NORTHWEST OF A NORTH-SOUTH FENCE.  NOTE-ROD DRIVEN TO REFUSAL.
 BM0752'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 BM0752'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 BM0752
 BM0752                          STATION RECOVERY (1990)
 BM0752
 BM0752'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0752'RECOVERED IN GOOD CONDITION.
 BM0752
 BM0752                          STATION RECOVERY (1990)
 BM0752
 BM0752'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0752'RECOVERED IN GOOD CONDITION.
 BM0752
 BM0752                          STATION RECOVERY (1991)
 BM0752
 BM0752'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0752'RECOVERED IN GOOD CONDITION.
 BM0752
 BM0752                          STATION RECOVERY (1995)
 BM0752
 BM0752'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0752'RECOVERED IN GOOD CONDITION.
 BM0752
 BM0752                          STATION RECOVERY (2003)
 BM0752
 BM0752'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2444 ***********************************************************************
 AX2444  DESIGNATION -  S 1306
 AX2444  PID         -  AX2444
 AX2444  STATE/COUNTY-  TX/HAYS
 AX2444  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2444
 AX2444                         *CURRENT SURVEY CONTROL
 AX2444  ___________________________________________________________________
 AX2444* NAD 83(1986)-  29 52 10.     (N)    097 56 23.     (W)     SCALED    
 AX2444* NAVD 88     -       177.462  (meters)     582.22   (feet)  ADJUSTED  
 AX2444  ___________________________________________________________________
 AX2444  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AX2444  DYNAMIC HT  -         177.211 (meters)     581.40  (feet)  COMP
 AX2444  MODELED GRAV-     979,226.2   (mgal)                       NAVD 88
 AX2444
 AX2444  VERT ORDER  -  FIRST     CLASS II
 AX2444
 AX2444.The horizontal coordinates were scaled from a topographic map and have
 AX2444.an estimated accuracy of +/- 6 seconds.
 AX2444
 AX2444.The orthometric height was determined by differential leveling
 AX2444.and adjusted by the National Geodetic Survey in June 1991..
 AX2444
 AX2444.The geoid height was determined by GEOID03.
 AX2444
 AX2444.The dynamic height is computed by dividing the NAVD 88
 AX2444.geopotential number by the normal gravity value computed on the
 AX2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2444.degrees latitude (g = 980.6199 gals.).
 AX2444
 AX2444.The modeled gravity was interpolated from observed gravity values.
 AX2444
 AX2444;                    North         East    Units  Estimated Accuracy
 AX2444;SPC TXSC     - 4,226,120.      702,430.      MT  (+/- 180 meters Scaled)
 AX2444
 AX2444                          SUPERSEDED SURVEY CONTROL
 AX2444
 AX2444.No superseded survey control is available for this station.
 AX2444
 AX2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU023047(NAD 83)
 AX2444_MARKER: DB = BENCH MARK DISK
 AX2444_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AX2444_SP_SET: OVERPASS PIER
 AX2444_STAMPING: S 1306 1980
 AX2444_MARK LOGO: NGS   
 AX2444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2444
 AX2444  HISTORY     - Date     Condition        Report By
 AX2444  HISTORY     - 1980     MONUMENTED       NGS
 AX2444  HISTORY     - 1990     GOOD             USPSQD
 AX2444  HISTORY     - 19930808 GOOD             USPSQD
 AX2444  HISTORY     - 19990925 GOOD             USPSQD
 AX2444  HISTORY     - 20020928 GOOD             USPSQD
 AX2444
 AX2444                          STATION DESCRIPTION
 AX2444
 AX2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2444'IN SAN MARCOS.
 AX2444'IN SAN MARCOS, AT THE JUNCTION OF INTERSTATE 35, LOOP 82, AND STATE
 AX2444'HIGHWAY 123, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 AX2444'NORTHWESTERNMOST PIER OF THE SOUTHWEST ROW OF PIERS SUPPORTING THE
 AX2444'SOUTHBOUND LANES OF THE INTERSTATE, 9.5 METERS (31.0 FT) SOUTHWEST OF
 AX2444'THE CENTERLINE OF THE SOUTHBOUND LANES OF HIGHWAY 123.  NOTE-HIGHWAY
 AX2444'ENGINEERS STATE BRIDGE PIERS ARE DRILLED INTO HARD LIMESTONE AND
 AX2444'AUSTIN CHALK.
 AX2444'THE MARK IS 1.5 M ABOVE THE GROUND.
 AX2444
 AX2444                          STATION RECOVERY (1990)
 AX2444
 AX2444'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AX2444'RECOVERED IN GOOD CONDITION.
 AX2444
 AX2444                          STATION RECOVERY (1993)
 AX2444
 AX2444'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2444'RECOVERED IN GOOD CONDITION.
 AX2444
 AX2444                          STATION RECOVERY (1999)
 AX2444
 AX2444'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2444'RECOVERED IN GOOD CONDITION.
 AX2444
 AX2444                          STATION RECOVERY (2002)
 AX2444
 AX2444'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 AX2444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2445 ***********************************************************************
 AX2445  DESIGNATION -  S 1307
 AX2445  PID         -  AX2445
 AX2445  STATE/COUNTY-  TX/HAYS
 AX2445  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2445
 AX2445                         *CURRENT SURVEY CONTROL
 AX2445  ___________________________________________________________________
 AX2445* NAD 83(1986)-  29 53 21.     (N)    097 56 02.     (W)     SCALED    
 AX2445* NAVD 88     -       174.480  (meters)     572.44   (feet)  ADJUSTED  
 AX2445  ___________________________________________________________________
 AX2445  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AX2445  DYNAMIC HT  -         174.233 (meters)     571.63  (feet)  COMP
 AX2445  MODELED GRAV-     979,226.3   (mgal)                       NAVD 88
 AX2445
 AX2445  VERT ORDER  -  FIRST     CLASS II
 AX2445
 AX2445.The horizontal coordinates were scaled from a topographic map and have
 AX2445.an estimated accuracy of +/- 6 seconds.
 AX2445
 AX2445.The orthometric height was determined by differential leveling
 AX2445.and adjusted by the National Geodetic Survey in June 1991..
 AX2445
 AX2445.The geoid height was determined by GEOID03.
 AX2445
 AX2445.The dynamic height is computed by dividing the NAVD 88
 AX2445.geopotential number by the normal gravity value computed on the
 AX2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2445.degrees latitude (g = 980.6199 gals.).
 AX2445
 AX2445.The modeled gravity was interpolated from observed gravity values.
 AX2445
 AX2445;                    North         East    Units  Estimated Accuracy
 AX2445;SPC TXSC     - 4,228,310.      702,970.      MT  (+/- 180 meters Scaled)
 AX2445
 AX2445                          SUPERSEDED SURVEY CONTROL
 AX2445
 AX2445.No superseded survey control is available for this station.
 AX2445
 AX2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU029069(NAD 83)
 AX2445_MARKER: DB = BENCH MARK DISK
 AX2445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2445_SP_SET: BANISTER
 AX2445_STAMPING: S 1307 1980
 AX2445_MARK LOGO: NGS   
 AX2445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2445
 AX2445  HISTORY     - Date     Condition        Report By
 AX2445  HISTORY     - 1980     MONUMENTED       NGS
 AX2445  HISTORY     - 19910828 GOOD             USPSQD
 AX2445  HISTORY     - 19930808 GOOD             USPSQD
 AX2445  HISTORY     - 19990925 GOOD             USPSQD
 AX2445  HISTORY     - 20020928 GOOD             USPSQD
 AX2445
 AX2445                          STATION DESCRIPTION
 AX2445
 AX2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2445'1.1 KM (0.7 MI) NE FROM SAN MARCOS.
 AX2445'0.3 KM (0.2 MI) NORTH ALONG LYNDON B JOHNSON DRIVE FROM THE COURTHOUSE
 AX2445'IN SAN MARCOS, THENCE 0.8 KM (0.5 MI) NORTHEAST ALONG LOOP 82, AT THE
 AX2445'HIGHWAY BRIDGE OVER THE SAN MARCOS RIVER, IN TOP OF A 0.3 BY 1.2-METER
 AX2445'CONCRETE BANISTER RESTING ON THE NORTHEAST ABUTMENT OF THE BRIDGE.
 AX2445'THE MARK IS 1.0 M ABOVE THE SIDEWALK.
 AX2445
 AX2445                          STATION RECOVERY (1991)
 AX2445
 AX2445'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2445'RECOVERED IN GOOD CONDITION.
 AX2445
 AX2445                          STATION RECOVERY (1993)
 AX2445
 AX2445'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2445'RECOVERED IN GOOD CONDITION.
 AX2445
 AX2445                          STATION RECOVERY (1999)
 AX2445
 AX2445'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2445'RECOVERED IN GOOD CONDITION.
 AX2445
 AX2445                          STATION RECOVERY (2002)
 AX2445
 AX2445'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 AX2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1555 ***********************************************************************
 AY1555  DESIGNATION -  S 1308
 AY1555  PID         -  AY1555
 AY1555  STATE/COUNTY-  TX/COMAL
 AY1555  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1555
 AY1555                         *CURRENT SURVEY CONTROL
 AY1555  ___________________________________________________________________
 AY1555* NAD 83(1986)-  29 38 25.     (N)    098 12 44.     (W)     SCALED    
 AY1555* NAVD 88     -       219.182  (meters)     719.10   (feet)  ADJUSTED  
 AY1555  ___________________________________________________________________
 AY1555  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AY1555  DYNAMIC HT  -         218.865 (meters)     718.06  (feet)  COMP
 AY1555  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 AY1555
 AY1555  VERT ORDER  -  FIRST     CLASS II
 AY1555
 AY1555.The horizontal coordinates were scaled from a topographic map and have
 AY1555.an estimated accuracy of +/- 6 seconds.
 AY1555
 AY1555.The orthometric height was determined by differential leveling
 AY1555.and adjusted by the National Geodetic Survey in June 1991..
 AY1555
 AY1555.The geoid height was determined by GEOID03.
 AY1555
 AY1555.The dynamic height is computed by dividing the NAVD 88
 AY1555.geopotential number by the normal gravity value computed on the
 AY1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1555.degrees latitude (g = 980.6199 gals.).
 AY1555
 AY1555.The modeled gravity was interpolated from observed gravity values.
 AY1555
 AY1555;                    North         East    Units  Estimated Accuracy
 AY1555;SPC TXSC     - 4,200,520.      676,270.      MT  (+/- 180 meters Scaled)
 AY1555
 AY1555                          SUPERSEDED SURVEY CONTROL
 AY1555
 AY1555.No superseded survey control is available for this station.
 AY1555
 AY1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT762791(NAD 83)
 AY1555_MARKER: I = METAL ROD
 AY1555_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1555+WITH SETTING: INFORMATION.
 AY1555_SP_SET: SHALLOW SET METAL ROD
 AY1555_STAMPING: S 1308 1980
 AY1555_MARK LOGO: NGS   
 AY1555_PROJECTION: FLUSH
 AY1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1555+STABILITY: SURFACE MOTION
 AY1555_ROD/PIPE-DEPTH: 2.5  meters
 AY1555
 AY1555  HISTORY     - Date     Condition        Report By
 AY1555  HISTORY     - 1980     MONUMENTED       NGS
 AY1555  HISTORY     - 1989     GOOD             USPSQD
 AY1555  HISTORY     - 1990     GOOD             USPSQD
 AY1555  HISTORY     - 1990     GOOD             USPSQD
 AY1555  HISTORY     - 1991     GOOD             USPSQD
 AY1555  HISTORY     - 19930808 GOOD             USPSQD
 AY1555  HISTORY     - 19990925 GOOD             USPSQD
 AY1555  HISTORY     - 20060719 GOOD             USPSQD
 AY1555
 AY1555                          STATION DESCRIPTION
 AY1555
 AY1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1555'9.1 KM (5.65 MI) SW FROM NEW BRAUNFELS.
 AY1555'9.1 KM (5.65 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1555'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS,
 AY1555'APPROXIMATELY 65 METERS WEST-SOUTHWEST OF THE SOUTHWEST END OF THE
 AY1555'INTERSTATE 35 OVERPASS OVER SCHWAB ROAD, BETWEEN TWO FENCE POSTS,
 AY1555'16.2 METERS (53.2 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE
 AY1555'ROAD, 32.9 METERS (108 FT) SOUTHWEST OF THE CENTERLINE OF SCHWAB ROAD,
 AY1555'0.3 METER (1.0 FT) EAST-SOUTHEAST OF A FENCE, 2.3 METERS (7.5 FT)
 AY1555'NORTH OF A POWERLINE POLE, 0.9 METER (3.0 FT) NORTH-NORTHEAST OF A
 AY1555'WOODEN TELEPHONE CABLE WARNING SIGN POST.  NOTE-ROD DRIVEN TO REFUSAL.
 AY1555'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 AY1555
 AY1555                          STATION RECOVERY (1989)
 AY1555
 AY1555'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1555'RECOVERED IN GOOD CONDITION.
 AY1555
 AY1555                          STATION RECOVERY (1990)
 AY1555
 AY1555'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1555'RECOVERED IN GOOD CONDITION.
 AY1555
 AY1555                          STATION RECOVERY (1990)
 AY1555
 AY1555'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1555'RECOVERED IN GOOD CONDITION.
 AY1555
 AY1555                          STATION RECOVERY (1991)
 AY1555
 AY1555'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1555'RECOVERED IN GOOD CONDITION.
 AY1555
 AY1555                          STATION RECOVERY (1993)
 AY1555
 AY1555'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1555'RECOVERED IN GOOD CONDITION.
 AY1555
 AY1555                          STATION RECOVERY (1999)
 AY1555
 AY1555'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1555'RECOVERED IN GOOD CONDITION.
 AY1555
 AY1555                          STATION RECOVERY (2006)
 AY1555
 AY1555'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2323 ***********************************************************************
 CS2323  DESIGNATION -  S 131
 CS2323  PID         -  CS2323
 CS2323  STATE/COUNTY-  TX/PARKER
 CS2323  USGS QUAD   -  GARNER (1979)
 CS2323
 CS2323                         *CURRENT SURVEY CONTROL
 CS2323  ___________________________________________________________________
 CS2323* NAD 83(1986)-  32 47 13.     (N)    097 55 23.     (W)     SCALED    
 CS2323* NAVD 88     -       325.843  (meters)    1069.04   (feet)  ADJUSTED  
 CS2323  ___________________________________________________________________
 CS2323  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CS2323  DYNAMIC HT  -         325.442 (meters)    1067.72  (feet)  COMP
 CS2323  MODELED GRAV-     979,401.0   (mgal)                       NAVD 88
 CS2323
 CS2323  VERT ORDER  -  FIRST     CLASS II
 CS2323
 CS2323.The horizontal coordinates were scaled from a topographic map and have
 CS2323.an estimated accuracy of +/- 6 seconds.
 CS2323
 CS2323.The orthometric height was determined by differential leveling
 CS2323.and adjusted by the National Geodetic Survey in June 1991..
 CS2323.WARNING-Repeat measurements at this control monument indicate possible
 CS2323.vertical movement.
 CS2323
 CS2323.The geoid height was determined by GEOID03.
 CS2323
 CS2323.The dynamic height is computed by dividing the NAVD 88
 CS2323.geopotential number by the normal gravity value computed on the
 CS2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2323.degrees latitude (g = 980.6199 gals.).
 CS2323
 CS2323.The modeled gravity was interpolated from observed gravity values.
 CS2323
 CS2323;                    North         East    Units  Estimated Accuracy
 CS2323;SPC TXNC     - 2,124,380.      654,040.      MT  (+/- 180 meters Scaled)
 CS2323
 CS2323                          SUPERSEDED SURVEY CONTROL
 CS2323
 CS2323  NGVD 29 (??/??/92)  325.760  (m)         1068.76   (f) ADJ UNCH    1 2
 CS2323
 CS2323.Superseded values are not recommended for survey control.
 CS2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2323.See file dsdata.txt to determine how the superseded data were derived.
 CS2323
 CS2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB008281(NAD 83)
 CS2323_MARKER: DB = BENCH MARK DISK
 CS2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2323_STAMPING: S 131 1952
 CS2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2323+STABILITY: SURFACE MOTION
 CS2323
 CS2323  HISTORY     - Date     Condition        Report By
 CS2323  HISTORY     - 1952     MONUMENTED       CGS
 CS2323  HISTORY     - 1956     GOOD             NGS
 CS2323  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2323  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2323
 CS2323                          STATION DESCRIPTION
 CS2323
 CS2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS2323'5.8 MI NE FROM MILLSAP.
 CS2323'5.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CS2323'STATION AT MILLSAP, PARKER COUNTY, 13-1/2 POLES EAST OF MILEPOST 285,
 CS2323'8-1/2 POLES WEST OF A ROAD CROSSING, 52 FEET NORTH OF THE NORTHRAIL,
 CS2323'2.8 FEET NORTH OF A FENCE, 3 FEET EAST OF ANOTHER FENCE, AND 2.6 FEET
 CS2323'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK SET IN THE TOP
 CS2323'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 CS2323
 CS2323                          STATION RECOVERY (1983)
 CS2323
 CS2323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2323'MARK NOT FOUND.
 CS2323
 CS2323                          STATION RECOVERY (2004)
 CS2323
 CS2323'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0753 ***********************************************************************
 DN0753  DESIGNATION -  S 132
 DN0753  PID         -  DN0753
 DN0753  STATE/COUNTY-  TX/WISE
 DN0753  USGS QUAD   -  ALVORD (1976)
 DN0753
 DN0753                         *CURRENT SURVEY CONTROL
 DN0753  ___________________________________________________________________
 DN0753* NAD 83(1986)-  33 19 29.     (N)    097 39 08.     (W)     SCALED    
 DN0753* NAVD 88     -       263.679  (meters)     865.09   (feet)  POSTED    
 DN0753  ___________________________________________________________________
 DN0753  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DN0753  DYNAMIC HT  -         263.380 (meters)     864.11  (feet)  COMP
 DN0753  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 DN0753
 DN0753  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DN0753
 DN0753.The horizontal coordinates were scaled from a topographic map and have
 DN0753.an estimated accuracy of +/- 6 seconds.
 DN0753
 DN0753.The orthometric height was determined by differential leveling
 DN0753.and adjusted by the National Geodetic Survey in 1992..
 DN0753.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DN0753.rate of 1.1 thru 2.0 mm/km.
 DN0753
 DN0753.The geoid height was determined by GEOID03.
 DN0753
 DN0753.The dynamic height is computed by dividing the NAVD 88
 DN0753.geopotential number by the normal gravity value computed on the
 DN0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0753.degrees latitude (g = 980.6199 gals.).
 DN0753
 DN0753.The modeled gravity was interpolated from observed gravity values.
 DN0753
 DN0753;                    North         East    Units  Estimated Accuracy
 DN0753;SPC TXNC     - 2,184,180.      678,930.      MT  (+/- 180 meters Scaled)
 DN0753
 DN0753                          SUPERSEDED SURVEY CONTROL
 DN0753
 DN0753  NGVD 29 (??/??/92)  263.602  (m)          864.83   (f) ADJ UNCH    1 2
 DN0753
 DN0753.Superseded values are not recommended for survey control.
 DN0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0753.See file dsdata.txt to determine how the superseded data were derived.
 DN0753
 DN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB254880(NAD 83)
 DN0753_MARKER: DB = BENCH MARK DISK
 DN0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0753_SP_SET: ABUTMENT
 DN0753_STAMPING: S 132 1952
 DN0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0753
 DN0753  HISTORY     - Date     Condition        Report By
 DN0753  HISTORY     - 1952     MONUMENTED       CGS
 DN0753
 DN0753                          STATION DESCRIPTION
 DN0753
 DN0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0753'3.5 MI SE FROM ALVORD.
 DN0753'3.5 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0753'THE STATION AT ALVORD, 8.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET
 DN0753'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE
 DN0753'48-23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0058 ***********************************************************************
 DO0058  DESIGNATION -  S 133
 DO0058  PID         -  DO0058
 DO0058  STATE/COUNTY-  TX/CLAY
 DO0058  USGS QUAD   -  BELLEVUE (1968)
 DO0058
 DO0058                         *CURRENT SURVEY CONTROL
 DO0058  ___________________________________________________________________
 DO0058* NAD 83(1986)-  33 40 21.     (N)    098 04 01.     (W)     SCALED    
 DO0058* NAVD 88     -       283.556  (meters)     930.30   (feet)  ADJUSTED  
 DO0058  ___________________________________________________________________
 DO0058  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DO0058  DYNAMIC HT  -         283.240 (meters)     929.26  (feet)  COMP
 DO0058  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 DO0058
 DO0058  VERT ORDER  -  FIRST     CLASS II
 DO0058
 DO0058.The horizontal coordinates were scaled from a topographic map and have
 DO0058.an estimated accuracy of +/- 6 seconds.
 DO0058
 DO0058.The orthometric height was determined by differential leveling
 DO0058.and adjusted by the National Geodetic Survey in June 1991..
 DO0058.WARNING-Repeat measurements at this control monument indicate possible
 DO0058.vertical movement.
 DO0058
 DO0058.The geoid height was determined by GEOID03.
 DO0058
 DO0058.The dynamic height is computed by dividing the NAVD 88
 DO0058.geopotential number by the normal gravity value computed on the
 DO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0058.degrees latitude (g = 980.6199 gals.).
 DO0058
 DO0058.The modeled gravity was interpolated from observed gravity values.
 DO0058
 DO0058;                    North         East    Units  Estimated Accuracy
 DO0058;SPC TXNC     - 2,222,520.      640,160.      MT  (+/- 180 meters Scaled)
 DO0058
 DO0058                          SUPERSEDED SURVEY CONTROL
 DO0058
 DO0058.No superseded survey control is available for this station.
 DO0058
 DO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC864262(NAD 83)
 DO0058_MARKER: DB = BENCH MARK DISK
 DO0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0058_SP_SET: ABUTMENT
 DO0058_STAMPING: 928.279 S 133 1933
 DO0058_MARK LOGO: CGS   
 DO0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0058
 DO0058  HISTORY     - Date     Condition        Report By
 DO0058  HISTORY     - 1933     MONUMENTED       CGS
 DO0058  HISTORY     - 1950     GOOD             NGS
 DO0058  HISTORY     - 1984     GOOD             NGS
 DO0058
 DO0058                          STATION DESCRIPTION
 DO0058
 DO0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0058'4.0 MI NW FROM BELLEVUE.
 DO0058'4.0 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0058'BELLEVUE, CLAY COUNTY, AT MILEAGE 83.38, AT A CONCRETE BRIDGE, AND IN
 DO0058'THE SOUTHWEST END OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED
 DO0058'928.279 S 133 1933.
 DO0058
 DO0058                          STATION RECOVERY (1984)
 DO0058
 DO0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0058'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DO0058'TO REACH FOLLOWS.  24.0 KM (14.9 MI) NORTHWESTERLY ALONG THE
 DO0058'BURLINGTON NORTHERN RAILROAD FROM THE STATION IN BOWIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0069 ***********************************************************************
 EN0069  DESIGNATION -  S 134
 EN0069  PID         -  EN0069
 EN0069  STATE/COUNTY-  TX/CHILDRESS
 EN0069  USGS QUAD   -  KIRKLAND NORTH (1981)
 EN0069
 EN0069                         *CURRENT SURVEY CONTROL
 EN0069  ___________________________________________________________________
 EN0069* NAD 83(1986)-  34 23 31.     (N)    100 06 22.     (W)     SCALED    
 EN0069* NAVD 88     -       513.523  (meters)    1684.78   (feet)  POSTED    
 EN0069  ___________________________________________________________________
 EN0069  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 EN0069  DYNAMIC HT  -         512.940 (meters)    1682.87  (feet)  COMP
 EN0069  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 EN0069
 EN0069  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EN0069
 EN0069.The horizontal coordinates were scaled from a topographic map and have
 EN0069.an estimated accuracy of +/- 6 seconds.
 EN0069
 EN0069.The orthometric height was determined by differential leveling
 EN0069.and adjusted by the National Geodetic Survey in 1992..
 EN0069.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EN0069.rate of 2.1 thru 3.0 mm/km.
 EN0069
 EN0069.The geoid height was determined by GEOID03.
 EN0069
 EN0069.The dynamic height is computed by dividing the NAVD 88
 EN0069.geopotential number by the normal gravity value computed on the
 EN0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0069.degrees latitude (g = 980.6199 gals.).
 EN0069
 EN0069.The modeled gravity was interpolated from observed gravity values.
 EN0069
 EN0069;                    North         East    Units  Estimated Accuracy
 EN0069;SPC TX N     - 1,044,390.      328,180.      MT  (+/- 180 meters Scaled)
 EN0069
 EN0069                          SUPERSEDED SURVEY CONTROL
 EN0069
 EN0069  NGVD 29 (??/??/92)  513.287  (m)         1684.01   (f) ADJ UNCH    1 2
 EN0069
 EN0069.Superseded values are not recommended for survey control.
 EN0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0069.See file dsdata.txt to determine how the superseded data were derived.
 EN0069
 EN0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD983061(NAD 83)
 EN0069_MARKER: DB = BENCH MARK DISK
 EN0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0069_SP_SET: BRIDGE
 EN0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0069
 EN0069  HISTORY     - Date     Condition        Report By
 EN0069  HISTORY     - UNK      MONUMENTED       CGS
 EN0069  HISTORY     - 1933     GOOD             NGS
 EN0069  HISTORY     - 1966     MARK NOT FOUND   USGS
 EN0069  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0069
 EN0069                          STATION DESCRIPTION
 EN0069
 EN0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0069'2.6 MI NE FROM KIRKLAND.
 EN0069'2.6 MILES NORTHWEST OF KIRKLAND AT MILE POST 214, SET IN NORTHEAST
 EN0069'CORNER OF NORTH WING OF ABUTMENT OF CONCRETE RAILROAD BRIDGE.
 EN0069
 EN0069                          STATION RECOVERY (1966)
 EN0069
 EN0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EN0069'MARK NOT FOUND.
 EN0069
 EN0069                          STATION RECOVERY (1984)
 EN0069
 EN0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0069'THERE IS A NEW CONCRETE TOP ON THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0077 ***********************************************************************
 GK0077  DESIGNATION -  S 136
 GK0077  PID         -  GK0077
 GK0077  STATE/COUNTY-  TX/OCHILTREE
 GK0077  USGS QUAD   -  PERRYTON SE (1973)
 GK0077
 GK0077                         *CURRENT SURVEY CONTROL
 GK0077  ___________________________________________________________________
 GK0077* NAD 83(1986)-  36 18 15.     (N)    100 48 08.     (W)     SCALED    
 GK0077* NAVD 88     -       900.549  (meters)    2954.55   (feet)  ADJUSTED  
 GK0077  ___________________________________________________________________
 GK0077  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 GK0077  DYNAMIC HT  -         899.603 (meters)    2951.45  (feet)  COMP
 GK0077  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 GK0077
 GK0077  VERT ORDER  -  FIRST     CLASS II
 GK0077
 GK0077.The horizontal coordinates were scaled from a topographic map and have
 GK0077.an estimated accuracy of +/- 6 seconds.
 GK0077
 GK0077.The orthometric height was determined by differential leveling
 GK0077.and adjusted by the National Geodetic Survey in June 1991..
 GK0077
 GK0077.The geoid height was determined by GEOID03.
 GK0077
 GK0077.The dynamic height is computed by dividing the NAVD 88
 GK0077.geopotential number by the normal gravity value computed on the
 GK0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0077.degrees latitude (g = 980.6199 gals.).
 GK0077
 GK0077.The modeled gravity was interpolated from observed gravity values.
 GK0077
 GK0077;                    North         East    Units  Estimated Accuracy
 GK0077;SPC TX N     - 1,255,850.      262,670.      MT  (+/- 180 meters Scaled)
 GK0077
 GK0077                          SUPERSEDED SURVEY CONTROL
 GK0077
 GK0077  NGVD 29 (??/??/92)  900.175  (m)         2953.32   (f) ADJ UNCH    1 2
 GK0077
 GK0077.Superseded values are not recommended for survey control.
 GK0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0077.See file dsdata.txt to determine how the superseded data were derived.
 GK0077
 GK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF381191(NAD 83)
 GK0077_MARKER: DB = BENCH MARK DISK
 GK0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0077_STAMPING: S-136 1934
 GK0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0077+STABILITY: SURFACE MOTION
 GK0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0077+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 GK0077
 GK0077  HISTORY     - Date     Condition        Report By
 GK0077  HISTORY     - 1934     MONUMENTED       CGS
 GK0077  HISTORY     - 1948     GOOD             TXHD
 GK0077  HISTORY     - 20040927 GOOD             LOCENG
 GK0077
 GK0077                          STATION DESCRIPTION
 GK0077
 GK0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0077'6.2 MI SE FROM PERRYTON.
 GK0077'6.2 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 51 FEET EAST OF
 GK0077'CENTERLINE OF U.S. HIGHWAY 83 UNDER CONSTRUCTION.  45 FEET SOUTH OF
 GK0077'EAST AND WEST COUNTY ROAD.  15 FEET SOUTH OF THE FENCE CORNER AND ONE
 GK0077'FOOT WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE LINE.
 GK0077
 GK0077                          STATION RECOVERY (1948)
 GK0077
 GK0077'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1948
 GK0077'RECOVERED IN GOOD CONDITION.
 GK0077
 GK0077                          STATION RECOVERY (2004)
 GK0077
 GK0077'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2004 (MFM)
 GK0077'RECOVERED IN FINE CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0005 ***********************************************************************
 FL0005  DESIGNATION -  S 137
 FL0005  PID         -  FL0005
 FL0005  STATE/COUNTY-  TX/HEMPHILL
 FL0005  USGS QUAD   -  CANADIAN WEST (1972)
 FL0005
 FL0005                         *CURRENT SURVEY CONTROL
 FL0005  ___________________________________________________________________
 FL0005* NAD 83(1986)-  35 56 29.     (N)    100 24 16.     (W)     SCALED    
 FL0005* NAVD 88     -       712.241  (meters)    2336.74   (feet)  ADJUSTED  
 FL0005  ___________________________________________________________________
 FL0005  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FL0005  DYNAMIC HT  -         711.480 (meters)    2334.25  (feet)  COMP
 FL0005  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 FL0005
 FL0005  VERT ORDER  -  FIRST     CLASS II
 FL0005
 FL0005.The horizontal coordinates were scaled from a topographic map and have
 FL0005.an estimated accuracy of +/- 6 seconds.
 FL0005
 FL0005.The orthometric height was determined by differential leveling
 FL0005.and adjusted by the National Geodetic Survey in June 1991..
 FL0005
 FL0005.The geoid height was determined by GEOID03.
 FL0005
 FL0005.The dynamic height is computed by dividing the NAVD 88
 FL0005.geopotential number by the normal gravity value computed on the
 FL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0005.degrees latitude (g = 980.6199 gals.).
 FL0005
 FL0005.The modeled gravity was interpolated from observed gravity values.
 FL0005
 FL0005;                    North         East    Units  Estimated Accuracy
 FL0005;SPC TX N     - 1,215,920.      298,850.      MT  (+/- 180 meters Scaled)
 FL0005
 FL0005                          SUPERSEDED SURVEY CONTROL
 FL0005
 FL0005  NGVD 29 (??/??/92)  711.893  (m)         2335.60   (f) ADJ UNCH    1 2
 FL0005
 FL0005.Superseded values are not recommended for survey control.
 FL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0005.See file dsdata.txt to determine how the superseded data were derived.
 FL0005
 FL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE733783(NAD 83)
 FL0005_MARKER: DB = BENCH MARK DISK
 FL0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0005_STAMPING: S 137 1934
 FL0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0005+STABILITY: SURFACE MOTION
 FL0005
 FL0005  HISTORY     - Date     Condition        Report By
 FL0005  HISTORY     - 1934     MONUMENTED       CGS
 FL0005  HISTORY     - 1972     GOOD             USGS
 FL0005
 FL0005                          STATION DESCRIPTION
 FL0005
 FL0005'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0005'4.1 MI NE FROM CANADIAN.
 FL0005'2.2 MI. NE ALONG HWY 60 AND 83 FROM THE POST OFFICE AT CANADIAN,
 FL0005'TEXAS, HEMPHILL CO., THENCE 1.9 MI. NW ALONG HWY. 83 FROM THE JUNCTION
 FL0005'OF HWYS. 60 AND 83, TO A METAL GATE ON THE S. SIDE OF HWY., 364 FT.
 FL0005'NORMAL TO THE CENTER-LINE OF THE HWY. (S.), 9 FT. W. OF A 6 INCH
 FL0005'DIAMETER TREE AND 1 FT. S. OF A METAL WITNESS SIGN A STANDARD DISK
 FL0005'STAMPED S 137 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1495 ***********************************************************************
 AY1495  DESIGNATION -  S 1377
 AY1495  PID         -  AY1495
 AY1495  STATE/COUNTY-  TX/WILSON
 AY1495  USGS QUAD   -  FLORESVILLE (1973)
 AY1495
 AY1495                         *CURRENT SURVEY CONTROL
 AY1495  ___________________________________________________________________
 AY1495* NAD 83(1986)-  29 12 41.     (N)    098 13 55.     (W)     SCALED    
 AY1495* NAVD 88     -       142.966  (meters)     469.05   (feet)  ADJUSTED  
 AY1495  ___________________________________________________________________
 AY1495  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY1495  DYNAMIC HT  -         142.761 (meters)     468.38  (feet)  COMP
 AY1495  MODELED GRAV-     979,209.5   (mgal)                       NAVD 88
 AY1495
 AY1495  VERT ORDER  -  FIRST     CLASS II
 AY1495
 AY1495.The horizontal coordinates were scaled from a topographic map and have
 AY1495.an estimated accuracy of +/- 6 seconds.
 AY1495
 AY1495.The orthometric height was determined by differential leveling
 AY1495.and adjusted by the National Geodetic Survey in June 1991..
 AY1495
 AY1495.The geoid height was determined by GEOID03.
 AY1495
 AY1495.The dynamic height is computed by dividing the NAVD 88
 AY1495.geopotential number by the normal gravity value computed on the
 AY1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1495.degrees latitude (g = 980.6199 gals.).
 AY1495
 AY1495.The modeled gravity was interpolated from observed gravity values.
 AY1495
 AY1495;                    North         East    Units  Estimated Accuracy
 AY1495;SPC TXSC     - 4,152,970.      674,680.      MT  (+/- 180 meters Scaled)
 AY1495
 AY1495                          SUPERSEDED SURVEY CONTROL
 AY1495
 AY1495.No superseded survey control is available for this station.
 AY1495
 AY1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT746316(NAD 83)
 AY1495_MARKER: I = METAL ROD
 AY1495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1495_SP_SET: STAINLESS STEEL ROD
 AY1495_STAMPING: S 1377 1981
 AY1495_MARK LOGO: NGS   
 AY1495_PROJECTION: FLUSH
 AY1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1495_ROD/PIPE-DEPTH: 8.5  meters
 AY1495
 AY1495  HISTORY     - Date     Condition        Report By
 AY1495  HISTORY     - 1981     MONUMENTED       NGS
 AY1495  HISTORY     - 19951021 GOOD             USPSQD
 AY1495
 AY1495                          STATION DESCRIPTION
 AY1495
 AY1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1495'11.6 KM (7.2 MI) SE FROM ELMENDORF.
 AY1495'11.6 KM (7.2 MI) SOUTHEAST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1495'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT A GRAVEL ROAD LEADING
 AY1495'SOUTHWEST, 10.9 METERS (36.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AY1495'HIGHWAY, 6.0 METERS (20.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE
 AY1495'ROAD, 1.6 METERS (5.5 FT) SOUTHWEST OF A POWERLINE POLE, 0.9 METER
 AY1495'(3.0 FT) SOUTH-SOUTHWEST OF A TREE STUMP USED AS A CORNER FENCE POST,
 AY1495'10.3 METERS (34.0 FT) NORTHWEST OF A POWERLINE POLE, 2.0 METERS
 AY1495'(6.5 FT) WEST-NORTHWEST OF A TELEPHONE JUNCTION BOX, 0.3 METER
 AY1495'(1.0 FT) NORTH-NORTHEAST OF A FENCE.
 AY1495'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 AY1495'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 AY1495
 AY1495                          STATION RECOVERY (1995)
 AY1495
 AY1495'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1958 ***********************************************************************
 AN1958  DESIGNATION -  S 1378
 AN1958  PID         -  AN1958
 AN1958  STATE/COUNTY-  TX/KARNES
 AN1958  USGS QUAD   -  KARNES CITY (1987)
 AN1958
 AN1958                         *CURRENT SURVEY CONTROL
 AN1958  ___________________________________________________________________
 AN1958* NAD 83(1986)-  28 54 16.     (N)    097 55 48.     (W)     SCALED    
 AN1958* NAVD 88     -       112.534  (meters)     369.21   (feet)  ADJUSTED  
 AN1958  ___________________________________________________________________
 AN1958  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AN1958  DYNAMIC HT  -         112.371 (meters)     368.67  (feet)  COMP
 AN1958  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AN1958
 AN1958  VERT ORDER  -  FIRST     CLASS II
 AN1958
 AN1958.The horizontal coordinates were scaled from a topographic map and have
 AN1958.an estimated accuracy of +/- 6 seconds.
 AN1958
 AN1958.The orthometric height was determined by differential leveling
 AN1958.and adjusted by the National Geodetic Survey in June 1991..
 AN1958
 AN1958.The geoid height was determined by GEOID03.
 AN1958
 AN1958.The dynamic height is computed by dividing the NAVD 88
 AN1958.geopotential number by the normal gravity value computed on the
 AN1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1958.degrees latitude (g = 980.6199 gals.).
 AN1958
 AN1958.The modeled gravity was interpolated from observed gravity values.
 AN1958
 AN1958;                    North         East    Units  Estimated Accuracy
 AN1958;SPC TXSC     - 4,119,190.      704,340.      MT  (+/- 180 meters Scaled)
 AN1958
 AN1958                          SUPERSEDED SURVEY CONTROL
 AN1958
 AN1958.No superseded survey control is available for this station.
 AN1958
 AN1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS043978(NAD 83)
 AN1958_MARKER: I = METAL ROD
 AN1958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1958_SP_SET: STAINLESS STEEL ROD
 AN1958_STAMPING: S 1378 1981
 AN1958_MARK LOGO: NGS   
 AN1958_PROJECTION: FLUSH
 AN1958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1958+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 AN1958_ROD/PIPE-DEPTH: 6.4  meters
 AN1958
 AN1958  HISTORY     - Date     Condition        Report By
 AN1958  HISTORY     - 1981     MONUMENTED       NGS
 AN1958  HISTORY     - 20040903 GOOD             USPSQD
 AN1958
 AN1958                          STATION DESCRIPTION
 AN1958
 AN1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1958'3.9 KM (2.4 MI) NW FROM KARNES CITY.
 AN1958'1.0 KM (0.6 MI) WEST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1958'COURTHOUSE IN KARNES CITY, THENCE 2.9 KM (1.8 MI) NORTHWEST ALONG U.S.
 AN1958'HIGHWAY 181, AT A ROAD SIDE PARK, 27.7 METERS (91.0 FT) NORTHEAST OF
 AN1958'THE CENTERLINE OF THE HIGHWAY, 31.0 METERS (102 FT) EAST-SOUTHEAST OF
 AN1958'THE SOUTHERNMOST ONE OF THREE PICNIC SHELTERS IN THE PARK, 21.4 METERS
 AN1958'(70.5 FT) NORTHWEST OF THE SOUTHEAST END OF A CHAIN LINK FENCE ON THE
 AN1958'SOUTH SIDE OF THE PARK, 12.3 METERS (40.5 FT) SOUTHEAST OF AN ANGLE IN
 AN1958'THE FENCE, 14.3 METERS (47.0 FT) EAST OF THE CENTER OF THE SOUTH DRIVE
 AN1958'OF THE PARK, 0.3 METER (1.0 FT) SOUTHWEST OF THE FENCE.  ROD WAS
 AN1958'DRIVEN TO REFUSAL.
 AN1958'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AN1958
 AN1958                          STATION RECOVERY (2004)
 AN1958
 AN1958'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN1958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1522 ***********************************************************************
 AY1522  DESIGNATION -  S 1379
 AY1522  PID         -  AY1522
 AY1522  STATE/COUNTY-  TX/BEXAR
 AY1522  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1522
 AY1522                         *CURRENT SURVEY CONTROL
 AY1522  ___________________________________________________________________
 AY1522* NAD 83(1986)-  29 26 19.     (N)    098 27 39.     (W)     SCALED    
 AY1522* NAVD 88     -       224.935  (meters)     737.97   (feet)  ADJUSTED  
 AY1522  ___________________________________________________________________
 AY1522  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AY1522  DYNAMIC HT  -         224.607 (meters)     736.90  (feet)  COMP
 AY1522  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AY1522
 AY1522  VERT ORDER  -  FIRST     CLASS II
 AY1522
 AY1522.The horizontal coordinates were scaled from a topographic map and have
 AY1522.an estimated accuracy of +/- 6 seconds.
 AY1522
 AY1522.The orthometric height was determined by differential leveling
 AY1522.and adjusted by the National Geodetic Survey in June 1991..
 AY1522
 AY1522.The geoid height was determined by GEOID03.
 AY1522
 AY1522.The dynamic height is computed by dividing the NAVD 88
 AY1522.geopotential number by the normal gravity value computed on the
 AY1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1522.degrees latitude (g = 980.6199 gals.).
 AY1522
 AY1522.The modeled gravity was interpolated from observed gravity values.
 AY1522
 AY1522;                    North         East    Units  Estimated Accuracy
 AY1522;SPC TXSC     - 4,178,030.      652,310.      MT  (+/- 180 meters Scaled)
 AY1522
 AY1522                          SUPERSEDED SURVEY CONTROL
 AY1522
 AY1522.No superseded survey control is available for this station.
 AY1522
 AY1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT522567(NAD 83)
 AY1522_MARKER: DB = BENCH MARK DISK
 AY1522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1522_SP_SET: BRIDGE
 AY1522_STAMPING: S 1379 1980
 AY1522_MARK LOGO: NGS   
 AY1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1522
 AY1522  HISTORY     - Date     Condition        Report By
 AY1522  HISTORY     - 1980     MONUMENTED       NGS
 AY1522  HISTORY     - 1989     POOR             USPSQD
 AY1522  HISTORY     - 19990213 GOOD             USPSQD
 AY1522
 AY1522                          STATION DESCRIPTION
 AY1522
 AY1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1522'IN SAN ANTONIO.
 AY1522'IN SAN ANTONIO, AT THE JUNCTION OF THE NORTH FRONTAGE ROAD OF
 AY1522'INTERSTATE 35 AND NEW BRAUNFELS AVENUE, IN TOP OF THE NORTHEAST END OF
 AY1522'THE NORTHEAST WINGWALL OF THE OVERPASS OVER INTERSTATE 35, 9.5 METERS
 AY1522'(31.0 FT) SOUTH OF THE CENTERLINE OF THE FRONTAGE ROAD, 7.0 METERS
 AY1522'(23.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 AY1522'AVENUE.
 AY1522'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 AY1522
 AY1522                          STATION RECOVERY (1989)
 AY1522
 AY1522'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1522'MARK RECOVERED IN POOR CONDITION.
 AY1522
 AY1522                          STATION RECOVERY (1999)
 AY1522
 AY1522'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0408 ***********************************************************************
 FM0408  DESIGNATION -  S 138
 FM0408  PID         -  FM0408
 FM0408  STATE/COUNTY-  TX/OLDHAM
 FM0408  USGS QUAD   -  BOISE (1966)
 FM0408
 FM0408                         *CURRENT SURVEY CONTROL
 FM0408  ___________________________________________________________________
 FM0408* NAD 83(1986)-  35 13 56.     (N)    102 49 14.     (W)     SCALED    
 FM0408* NAVD 88     -      1231.916  (meters)    4041.71   (feet)  ADJUSTED  
 FM0408  ___________________________________________________________________
 FM0408  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FM0408  DYNAMIC HT  -        1230.413 (meters)    4036.78  (feet)  COMP
 FM0408  MODELED GRAV-     979,371.2   (mgal)                       NAVD 88
 FM0408
 FM0408  VERT ORDER  -  SECOND    CLASS 0
 FM0408
 FM0408.The horizontal coordinates were scaled from a topographic map and have
 FM0408.an estimated accuracy of +/- 6 seconds.
 FM0408
 FM0408.The orthometric height was determined by differential leveling
 FM0408.and adjusted by the National Geodetic Survey in June 1991..
 FM0408
 FM0408.The geoid height was determined by GEOID03.
 FM0408
 FM0408.The dynamic height is computed by dividing the NAVD 88
 FM0408.geopotential number by the normal gravity value computed on the
 FM0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0408.degrees latitude (g = 980.6199 gals.).
 FM0408
 FM0408.The modeled gravity was interpolated from observed gravity values.
 FM0408
 FM0408;                    North         East    Units  Estimated Accuracy
 FM0408;SPC TX N     - 1,137,500.       79,800.      MT  (+/- 180 meters Scaled)
 FM0408
 FM0408                          SUPERSEDED SURVEY CONTROL
 FM0408
 FM0408  NGVD 29 (??/??/92) 1231.354  (m)         4039.87   (f) ADJ UNCH    2 0
 FM0408
 FM0408.Superseded values are not recommended for survey control.
 FM0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0408.See file dsdata.txt to determine how the superseded data were derived.
 FM0408
 FM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV983009(NAD 83)
 FM0408_MARKER: DB = BENCH MARK DISK
 FM0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0408_STAMPING: S-138 1934
 FM0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0408+STABILITY: SURFACE MOTION
 FM0408
 FM0408  HISTORY     - Date     Condition        Report By
 FM0408  HISTORY     - 1934     MONUMENTED       CGS
 FM0408
 FM0408                          STATION DESCRIPTION
 FM0408
 FM0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0408'10.2 MI W FROM ADRIAN.
 FM0408'10.2 MILES WEST OF ROCK ISLAND RR DEPOT AT ADRIAN 36 FEET SOUTHEAST OF
 FM0408'CENTERLINE OF U.S. HIGHWAY 66.  10 FEET SOUTHWEST OF MILEPOST 819. 45
 FM0408'FEET NORTHWEST OF CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1070 ***********************************************************************
 AH1070  DESIGNATION -  S 1380
 AH1070  PID         -  AH1070
 AH1070  STATE/COUNTY-  TX/KLEBERG
 AH1070  USGS QUAD   -  RICARDO (1979)
 AH1070
 AH1070                         *CURRENT SURVEY CONTROL
 AH1070  ___________________________________________________________________
 AH1070* NAD 83(1986)-  27 23 27.     (N)    097 50 31.     (W)     SCALED    
 AH1070* NAVD 88     -        13.288  (meters)      43.60   (feet)  ADJUSTED  
 AH1070  ___________________________________________________________________
 AH1070  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AH1070  DYNAMIC HT  -          13.267 (meters)      43.53  (feet)  COMP
 AH1070  MODELED GRAV-     979,094.6   (mgal)                       NAVD 88
 AH1070
 AH1070  VERT ORDER  -  FIRST     CLASS II
 AH1070
 AH1070.The horizontal coordinates were scaled from a topographic map and have
 AH1070.an estimated accuracy of +/- 6 seconds.
 AH1070
 AH1070.The orthometric height was determined by differential leveling
 AH1070.and adjusted by the National Geodetic Survey in June 1991..
 AH1070
 AH1070.The geoid height was determined by GEOID03.
 AH1070
 AH1070.The dynamic height is computed by dividing the NAVD 88
 AH1070.geopotential number by the normal gravity value computed on the
 AH1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1070.degrees latitude (g = 980.6199 gals.).
 AH1070
 AH1070.The modeled gravity was interpolated from observed gravity values.
 AH1070
 AH1070;                    North         East    Units  Estimated Accuracy
 AH1070;SPC TX S     - 5,191,190.      365,080.      MT  (+/- 180 meters Scaled)
 AH1070
 AH1070                          SUPERSEDED SURVEY CONTROL
 AH1070
 AH1070.No superseded survey control is available for this station.
 AH1070
 AH1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR145302(NAD 83)
 AH1070_MARKER: I = METAL ROD
 AH1070_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1070_SP_SET: STAINLESS STEEL ROD
 AH1070_STAMPING: S 1380 1981
 AH1070_MARK LOGO: NGS   
 AH1070_PROJECTION: RECESSED 5 CENTIMETERS
 AH1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1070+STABILITY: POSITION/ELEVATION WELL
 AH1070_ROD/PIPE-DEPTH: 13.4 meters
 AH1070
 AH1070  HISTORY     - Date     Condition        Report By
 AH1070  HISTORY     - 1981     MONUMENTED       NGS
 AH1070  HISTORY     - 19901007 GOOD             USPSQD
 AH1070
 AH1070                          STATION DESCRIPTION
 AH1070
 AH1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1070'11.9 KM (7.35 MI) NNW FROM RIVIERA.
 AH1070'11.9 KM (7.35 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND
 AH1070'FROM THE JUNCTION OF STATE HIGHWAY 285 AND FARM ROAD 771 IN RIVIERA,
 AH1070'AT THE JUNCTION OF U.S. HIGHWAY 77 AND FARM ROAD 772 LEADING EAST,
 AH1070'32.6 METERS (107 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 77
 AH1070'NORTHBOUND, 14.5 METERS (47.7 FT) NORTH OF THE CENTERLINE OF THE FARM
 AH1070'ROAD, 0.3 METER (1.0 FT) WEST OF A FENCE, 2.8 METERS (9.1 FT)
 AH1070'NORTHWEST OF A POWERLINE POLE AND HIGH VOLTAGE LINES CROSSING THE
 AH1070'HIGHWAY, 2.3 METERS (7.7 FT) NORTHWEST OF A CONCRETE HIGHWAY
 AH1070'RIGHT-OF-WAY MARKER POST.  NOTE-MARK DESIGNATED CLASS A DUE TO THE
 AH1070'SOIL CONDITIONS AND CLIMATE FACTOR.
 AH1070'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AH1070'THE MARK IS 0.15 M BELOW THE HIGHWAY.
 AH1070
 AH1070                          STATION RECOVERY (1990)
 AH1070
 AH1070'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AH1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1938 ***********************************************************************
 AN1938  DESIGNATION -  S 1381
 AN1938  PID         -  AN1938
 AN1938  STATE/COUNTY-  TX/BEE
 AN1938  USGS QUAD   -  TULSITA (1987)
 AN1938
 AN1938                         *CURRENT SURVEY CONTROL
 AN1938  ___________________________________________________________________
 AN1938* NAD 83(1986)-  28 38 43.     (N)    097 49 04.     (W)     SCALED    
 AN1938* NAVD 88     -        96.430  (meters)     316.37   (feet)  ADJUSTED  
 AN1938  ___________________________________________________________________
 AN1938  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AN1938  DYNAMIC HT  -          96.287 (meters)     315.90  (feet)  COMP
 AN1938  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 AN1938
 AN1938  VERT ORDER  -  FIRST     CLASS II
 AN1938
 AN1938.The horizontal coordinates were scaled from a topographic map and have
 AN1938.an estimated accuracy of +/- 6 seconds.
 AN1938
 AN1938.The orthometric height was determined by differential leveling
 AN1938.and adjusted by the National Geodetic Survey in June 1991..
 AN1938
 AN1938.The geoid height was determined by GEOID03.
 AN1938
 AN1938.The dynamic height is computed by dividing the NAVD 88
 AN1938.geopotential number by the normal gravity value computed on the
 AN1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1938.degrees latitude (g = 980.6199 gals.).
 AN1938
 AN1938.The modeled gravity was interpolated from observed gravity values.
 AN1938
 AN1938;                    North         East    Units  Estimated Accuracy
 AN1938;SPC TXSC     - 4,090,570.      715,580.      MT  (+/- 180 meters Scaled)
 AN1938
 AN1938                          SUPERSEDED SURVEY CONTROL
 AN1938
 AN1938.No superseded survey control is available for this station.
 AN1938
 AN1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS155692(NAD 83)
 AN1938_MARKER: I = METAL ROD
 AN1938_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1938_SP_SET: STAINLESS STEEL ROD
 AN1938_STAMPING: S 1381 1981
 AN1938_MARK LOGO: NGS   
 AN1938_PROJECTION: RECESSED 4 CENTIMETERS
 AN1938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1938_ROD/PIPE-DEPTH: 5.10 meters
 AN1938
 AN1938  HISTORY     - Date     Condition        Report By
 AN1938  HISTORY     - 1981     MONUMENTED       NGS
 AN1938
 AN1938                          STATION DESCRIPTION
 AN1938
 AN1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1938'3.4 KM (2.1 MI) NORTH FROM PETTUS.
 AN1938'3.4 KM (2.1 MI) NORTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF FARM
 AN1938'ROAD 623 IN PETTUS, AT A ROADSIDE PARK AND THE JUNCTION OF FARM ROAD
 AN1938'798, 38.7 METERS (127 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AN1938'67.9 METERS (223 FT) NORTHEAST OF THE CENTER OF THE NORTH CONCRETE
 AN1938'HEADWALL OF A BOX CULVERT UNDER THE FARM ROAD, 37.1 METERS (123 FT)
 AN1938'EAST OF A POWERLINE JUNCTION POLE WITH TWO GUY CABLES, 43.5 METERS
 AN1938'(143 FT) WEST OF A LARGE LONE OAK TREE, 0.6 METER (2.0 FT) WEST OF A
 AN1938'MONUMENT COMMEMORATING THE DONATION OF THE PARK LAND, 8.2 METERS
 AN1938'(27.0 FT) SOUTH-SOUTHWEST OF A SMALL CONCRETE MONUMENT WITH A PLAQUE
 AN1938'STATING-IMPROVED BY THE NATIONAL YOUTH ADMINISTRATION 1936.  ROD WAS
 AN1938'DRIVEN TO REFUSAL.
 AN1938'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1898 ***********************************************************************
 AN1898  DESIGNATION -  S 1382
 AN1898  PID         -  AN1898
 AN1898  STATE/COUNTY-  TX/BEE
 AN1898  USGS QUAD   -  PAPALOTE (1979)
 AN1898
 AN1898                         *CURRENT SURVEY CONTROL
 AN1898  ___________________________________________________________________
 AN1898* NAD 83(1986)-  28 10 23.     (N)    097 36 03.     (W)     SCALED    
 AN1898* NAVD 88     -        26.303  (meters)      86.30   (feet)  ADJUSTED  
 AN1898  ___________________________________________________________________
 AN1898  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1898  DYNAMIC HT  -          26.263 (meters)      86.16  (feet)  COMP
 AN1898  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 AN1898
 AN1898  VERT ORDER  -  FIRST     CLASS II
 AN1898
 AN1898.The horizontal coordinates were scaled from a topographic map and have
 AN1898.an estimated accuracy of +/- 6 seconds.
 AN1898
 AN1898.The orthometric height was determined by differential leveling
 AN1898.and adjusted by the National Geodetic Survey in June 1991..
 AN1898
 AN1898.The geoid height was determined by GEOID03.
 AN1898
 AN1898.The dynamic height is computed by dividing the NAVD 88
 AN1898.geopotential number by the normal gravity value computed on the
 AN1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1898.degrees latitude (g = 980.6199 gals.).
 AN1898
 AN1898.The modeled gravity was interpolated from observed gravity values.
 AN1898
 AN1898;                    North         East    Units  Estimated Accuracy
 AN1898;SPC TXSC     - 4,038,480.      737,410.      MT  (+/- 180 meters Scaled)
 AN1898
 AN1898                          SUPERSEDED SURVEY CONTROL
 AN1898
 AN1898.No superseded survey control is available for this station.
 AN1898
 AN1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS373171(NAD 83)
 AN1898_MARKER: I = METAL ROD
 AN1898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN1898_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN1898_STAMPING: S 1382 1981
 AN1898_MARK LOGO: NGS   
 AN1898_PROJECTION: RECESSED 4 CENTIMETERS
 AN1898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AN1898+STABILITY: POSITION/ELEVATION WELL
 AN1898_ROD/PIPE-DEPTH: 10.9 meters
 AN1898_SLEEVE-DEPTH  : 9.1 meters
 AN1898
 AN1898  HISTORY     - Date     Condition        Report By
 AN1898  HISTORY     - 1981     MONUMENTED       NGS
 AN1898
 AN1898                          STATION DESCRIPTION
 AN1898
 AN1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1898'12.2 KM (7.55 MI) SE FROM SKIDMORE.
 AN1898'12.2 KM (7.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION
 AN1898'OF STATE HIGHWAY 359 IN SKIDMORE, AT THE PAPALOTE BAPTIST CHURCH,
 AN1898'52.7 METERS (173 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN
 AN1898'PACIFIC RAILROAD, 17.9 METERS (59.0 FT) SOUTHEAST OF THE CENTER OF AN
 AN1898'ASPHALT ROAD LEADING NORTHEAST, 8.5 METERS (28.0 FT) NORTHEAST OF THE
 AN1898'NORTHEAST EDGE OF A SIDEWALK, 5.4 METERS (18.0 FT) SOUTH-SOUTHWEST OF
 AN1898'THE NORTHWEST CORNER OF AN EXTENDED PORTION OF THE CHURCH, 4.5 METERS
 AN1898'(15.0 FT) WEST-NORTHWEST OF THE CENTER OF THE MAIN ENTRANCE DOORS OF
 AN1898'THE CHURCH, 1.5 METERS (5.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER
 AN1898'OF THE CHURCH.
 AN1898'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0439 ***********************************************************************
 CE0439  DESIGNATION -  S 1383
 CE0439  PID         -  CE0439
 CE0439  STATE/COUNTY-  TX/EL PASO
 CE0439  USGS QUAD   -  SMELTERTOWN (1994)
 CE0439
 CE0439                         *CURRENT SURVEY CONTROL
 CE0439  ___________________________________________________________________
 CE0439* NAD 83(1993)-  31 51 36.22369(N)    106 35 12.80984(W)     ADJUSTED  
 CE0439* NAVD 88     -      1143.611  (meters)    3752.00   (feet)  ADJUSTED  
 CE0439  ___________________________________________________________________
 CE0439  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 CE0439  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0439  DYNAMIC HT  -        1141.912 (meters)    3746.42  (feet)  COMP
 CE0439  MODELED GRAV-     979,114.4   (mgal)                       NAVD 88
 CE0439
 CE0439  HORZ ORDER  -  SECOND
 CE0439  VERT ORDER  -  FIRST     CLASS II
 CE0439
 CE0439.The horizontal coordinates were established by classical geodetic methods
 CE0439.and adjusted by the National Geodetic Survey in February 1996..
 CE0439.No horizontal observational check was made to the station.
 CE0439
 CE0439.The orthometric height was determined by differential leveling
 CE0439.and adjusted by the National Geodetic Survey in June 1991..
 CE0439
 CE0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0439
 CE0439.The geoid height was determined by GEOID03.
 CE0439
 CE0439.The dynamic height is computed by dividing the NAVD 88
 CE0439.geopotential number by the normal gravity value computed on the
 CE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0439.degrees latitude (g = 980.6199 gals.).
 CE0439
 CE0439.The modeled gravity was interpolated from observed gravity values.
 CE0439
 CE0439;                    North         East     Units Scale Factor Converg.
 CE0439;SPC TX C     - 3,259,790.177   108,501.219   MT  0.99999383   -3 13 15.4
 CE0439;SPC TX C     -10,694,828.27    355,974.42   sFT  0.99999383   -3 13 15.4
 CE0439;UTM  13      - 3,526,022.365   349,873.834   MT  0.99987796   -0 50 16.1
 CE0439
 CE0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0439!SPC TX C     -   0.99982423  x   0.99999383  =   0.99981806
 CE0439!UTM  13      -   0.99982423  x   0.99987796  =   0.99970221
 CE0439
 CE0439                          SUPERSEDED SURVEY CONTROL
 CE0439
 CE0439  NAD 83(1993)-  31 51 36.22412(N)    106 35 12.80954(W) AD(       ) 2
 CE0439  NAD 83(1986)-  31 51 36.22796(N)    106 35 12.80952(W) AD(       ) 2
 CE0439  NAD 27      -  31 51 35.85735(N)    106 35 10.84981(W) AD(       ) 2
 CE0439  NGVD 29 (07/19/86) 1142.     (m)         3747.     (f) VERT ANG       
 CE0439
 CE0439.Superseded values are not recommended for survey control.
 CE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0439.See file dsdata.txt to determine how the superseded data were derived.
 CE0439
 CE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR4987426022(NAD 83)
 CE0439_MARKER: I = METAL ROD
 CE0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0439_SP_SET: STAINLESS STEEL ROD
 CE0439_STAMPING: S 1383 1981
 CE0439_MARK LOGO: NGS   
 CE0439_PROJECTION: FLUSH
 CE0439_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0439_ROD/PIPE-DEPTH: 13.4 meters
 CE0439
 CE0439  HISTORY     - Date     Condition        Report By
 CE0439  HISTORY     - 1981     MONUMENTED       NGS
 CE0439  HISTORY     - 1981     GOOD             NGS
 CE0439  HISTORY     - 19920430 MARK NOT FOUND   USGS
 CE0439  HISTORY     - 19940418 MARK NOT FOUND   NGS
 CE0439  HISTORY     - 19951226 MARK NOT FOUND   USPSQD
 CE0439
 CE0439                          STATION DESCRIPTION
 CE0439
 CE0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0439'THE STATION IS LOCATED AT THE INTERSECTION OF DONIPHAN DRIVE
 CE0439'AND REDD ROAD, WHICH IS ABOUT 14.5 KM (9 MI) NORTHWEST OF
 CE0439'DOWNTOWN EL PASO AND 4.8 KM (3 MI) SOUTH OF CANUTILLO.
 CE0439'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0439'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0439'915-543-4200.
 CE0439'
 CE0439'TO REACH THE STATION FROM THE INTERSECTION OF MESA STREET AND
 CE0439'DONIPHAN ROAD, GO NORTHERLY ON DONIPHAN ROAD FOR 2.0 KM
 CE0439'(1.25 MI) TO THE INTERSECTION OF REDD ROAD AND THE STATION
 CE0439'ON THE RIGHT.
 CE0439'
 CE0439'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH
 CE0439'A LOGO CAP SET ON TOP AND AROUND ROD.  ACCESS TO ROD IS BY
 CE0439'FLIPPING LID ON LOGO CAP.
 CE0439'IT IS LOCATED
 CE0439'25.7 METERS (84.4 FT) SOUTHWEST FROM CENTER OF DIRT ISLAND AT
 CE0439'CENTER OF REDD ROAD,
 CE0439'14.7 METERS (48.2 FT) NORTHEAST FROM CENTER OF DONIPHAN DRIVE,
 CE0439'1.0 METER (3.4 FT) NORTHEAST FROM A POWERLINE POLE, AND
 CE0439'0.8 METER (2.5 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CE0439'
 CE0439'A PRECISE TRAVERSE WAS MADE TO STATION WEST 4 EPGS.
 CE0439'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CE0439
 CE0439                          STATION RECOVERY (1981)
 CE0439
 CE0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0439'IN EL PASO.
 CE0439'IN EL PASO, AT THE JUNCTION OF DONIPHAN ROAD AND REDD ROAD, 24.4
 CE0439'METERS (80.0 FT) SOUTHEAST OF THE CENTER OF REDD ROAD, 19.4 METERS
 CE0439'(63.5 FT) SOUTHWEST OF THE CENTERLINE OF DONIPHAN ROAD, 1.9 METERS
 CE0439'(6.2 FT) NORTHWEST OF AN UNDERGROUND CABLE JUNCTION BOX AND 1.6
 CE0439'METERS (5.1 FT) NORTHWEST OF UTILITY POLE NUMBER 2790.  NOTE=ACCESS
 CE0439'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0439'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CE0439'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0439
 CE0439                          STATION RECOVERY (1992)
 CE0439
 CE0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0439'MARK NOT FOUND.
 CE0439
 CE0439                          STATION RECOVERY (1994)
 CE0439
 CE0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0439'THERE IS A NEW SIDEWALK AND PARKING LOT AT THE DESCRIBED LOCATION.
 CE0439'ASSUMED DESTROYED.
 CE0439
 CE0439                          STATION RECOVERY (1995)
 CE0439
 CE0439'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0369 ***********************************************************************
 CE0369  DESIGNATION -  S 1384
 CE0369  PID         -  CE0369
 CE0369  STATE/COUNTY-  TX/EL PASO
 CE0369  USGS QUAD   -  YSLETA (1994)
 CE0369
 CE0369                         *CURRENT SURVEY CONTROL
 CE0369  ___________________________________________________________________
 CE0369* NAD 83(1986)-  31 42 45.     (N)    106 20 26.     (W)     SCALED    
 CE0369* NAVD 88     -      1120.485  (meters)    3676.12   (feet)  ADJUSTED  
 CE0369  ___________________________________________________________________
 CE0369  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0369  DYNAMIC HT  -        1118.782 (meters)    3670.54  (feet)  COMP
 CE0369  MODELED GRAV-     979,082.6   (mgal)                       NAVD 88
 CE0369
 CE0369  VERT ORDER  -  FIRST     CLASS I
 CE0369
 CE0369.The horizontal coordinates were scaled from a topographic map and have
 CE0369.an estimated accuracy of +/- 6 seconds.
 CE0369
 CE0369.The orthometric height was determined by differential leveling
 CE0369.and adjusted by the National Geodetic Survey in November 1996..
 CE0369
 CE0369.The geoid height was determined by GEOID03.
 CE0369
 CE0369.The dynamic height is computed by dividing the NAVD 88
 CE0369.geopotential number by the normal gravity value computed on the
 CE0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0369.degrees latitude (g = 980.6199 gals.).
 CE0369
 CE0369.The modeled gravity was interpolated from observed gravity values.
 CE0369
 CE0369;                    North         East    Units  Estimated Accuracy
 CE0369;SPC TX C     - 3,242,170.      130,900.      MT  (+/- 180 meters Scaled)
 CE0369
 CE0369                          SUPERSEDED SURVEY CONTROL
 CE0369
 CE0369  NAVD 88 (06/15/91) 1120.532  (m)         3676.28   (f) UNKNOWN     1 1
 CE0369
 CE0369.Superseded values are not recommended for survey control.
 CE0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0369.See file dsdata.txt to determine how the superseded data were derived.
 CE0369
 CE0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR729093(NAD 83)
 CE0369_MARKER: I = METAL ROD
 CE0369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0369_SP_SET: STAINLESS STEEL ROD
 CE0369_STAMPING: S 1384 1981
 CE0369_MARK LOGO: NGS   
 CE0369_PROJECTION: FLUSH
 CE0369_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0369+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1993
 CE0369_ROD/PIPE-DEPTH: 19.5 meters
 CE0369
 CE0369  HISTORY     - Date     Condition        Report By
 CE0369  HISTORY     - 1981     MONUMENTED       NGS
 CE0369  HISTORY     - 19930125 GOOD             NGS
 CE0369
 CE0369                          STATION DESCRIPTION
 CE0369
 CE0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0369'IN EL PASO.
 CE0369'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0369'IN EL PASO, AT THE JUNCTION OF WELLS ROAD AND BORRETT DRIVE, 16.2
 CE0369'METERS (53.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 10.7 METERS
 CE0369'(35.2 FT) SOUTHEAST OF THE CENTER OF THE DRIVE, 6.0 METERS (19.8 FT)
 CE0369'NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD AND
 CE0369'1.9 METERS (6.2 FT) EAST OF UTILITY POLE NUMBER 8368.  NOTE=THE LOGO
 CE0369'CAP IS STAMPED S 384 X AND THE DATUM POINT IS STAMPED S 1384.
 CE0369'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0369'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CE0369
 CE0369                          STATION RECOVERY (1993)
 CE0369
 CE0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0369'IN EL PASO, AT THE INTERSECTION OF WELLS AND SMITH ROADS, 16.2 M
 CE0369'(53.1 FT) SOUTHWEST OF THE CENTERLINE OF WELLS ROAD, 10.8 M
 CE0369'(35.4 FT) SOUTHEAST OF THE CENTERLINE OF SMITH ROAD, 5.2 M (17.1 FT)
 CE0369'NORTHEAST OF THE NEAR RAIL, 1.8 M (5.9 FT) EAST OF A UTILITY LIGHT
 CE0369'POLE WITH A GUY CABLE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 CE0369'TRACK. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0369'THE ORIGINAL LOGO CAP, STAMPED S 384 X, WAS REPLACED AND IS NOW
 CE0369'STAMPED S 1384 1981.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1044 ***********************************************************************
 AH1044  DESIGNATION -  S 1385
 AH1044  PID         -  AH1044
 AH1044  STATE/COUNTY-  TX/NUECES
 AH1044  USGS QUAD   -  ROBSTOWN (1975)
 AH1044
 AH1044                         *CURRENT SURVEY CONTROL
 AH1044  ___________________________________________________________________
 AH1044* NAD 83(1986)-  27 47 37.     (N)    097 39 52.     (W)     SCALED    
 AH1044* NAVD 88     -        22.103  (meters)      72.52   (feet)  ADJUSTED  
 AH1044  ___________________________________________________________________
 AH1044  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1044  DYNAMIC HT  -          22.069 (meters)      72.40  (feet)  COMP
 AH1044  MODELED GRAV-     979,119.0   (mgal)                       NAVD 88
 AH1044
 AH1044  VERT ORDER  -  FIRST     CLASS II
 AH1044
 AH1044.The horizontal coordinates were scaled from a topographic map and have
 AH1044.an estimated accuracy of +/- 6 seconds.
 AH1044
 AH1044.The orthometric height was determined by differential leveling
 AH1044.and adjusted by the National Geodetic Survey in June 1991..
 AH1044
 AH1044.The geoid height was determined by GEOID03.
 AH1044
 AH1044.The dynamic height is computed by dividing the NAVD 88
 AH1044.geopotential number by the normal gravity value computed on the
 AH1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1044.degrees latitude (g = 980.6199 gals.).
 AH1044
 AH1044.The modeled gravity was interpolated from observed gravity values.
 AH1044
 AH1044;                    North         East    Units  Estimated Accuracy
 AH1044;SPC TX S     - 5,235,930.      382,340.      MT  (+/- 180 meters Scaled)
 AH1044
 AH1044                          SUPERSEDED SURVEY CONTROL
 AH1044
 AH1044.No superseded survey control is available for this station.
 AH1044
 AH1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR315750(NAD 83)
 AH1044_MARKER: I = METAL ROD
 AH1044_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH1044_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AH1044_STAMPING: S 1385 1981
 AH1044_MARK LOGO: NGS   
 AH1044_PROJECTION: RECESSED 2 CENTIMETERS
 AH1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1044+STABILITY: POSITION/ELEVATION WELL
 AH1044_ROD/PIPE-DEPTH: 18.2 meters
 AH1044_SLEEVE-DEPTH  : 11.8 meters
 AH1044
 AH1044  HISTORY     - Date     Condition        Report By
 AH1044  HISTORY     - 1981     MONUMENTED       NGS
 AH1044  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1044
 AH1044                          STATION DESCRIPTION
 AH1044
 AH1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1044'IN ROBSTOWN.
 AH1044'AT THE FIRST BAPTIST CHURCH, LOCATED AT THE JUNCTION OF EAST AVENUE
 AH1044'AND 400 NORTH FOURTH STREET AND SET IN THE SOUTHEAST CORNER OF THE
 AH1044'CHURCH LAWN BY THE CHURCH SIGN, 7.3 METERS (24.0 FT) NORTH-NORTHEAST
 AH1044'OF THE NORTH CURB OF AVENUE E, 18.5 METERS (61.0 FT) WEST-NORTHWEST OF
 AH1044'THE CENTER OF FOURTH STREET, 54.8 METERS (180 FT) SOUTH-SOUTHWEST OF
 AH1044'THE EXTENDED CENTER OF THE MAIN ENTRANCE TO THE CHURCH, 13.1 METERS
 AH1044'(43.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTHERNMOST
 AH1044'BUILDING AT THE CHURCH, 1.8 METERS (6.0 FT) WEST OF THE SOUTHWEST
 AH1044'CORNER OF THE FOUNDATION FOR THE CHURCH SIGN, 2.5 METERS (8.5 FT)
 AH1044'SOUTHWEST OF THE NORTHWEST CORNER OF THE FOUNDATION FOR THE CHURCH
 AH1044'SIGN.
 AH1044'THE MARK IS 0.30 M ABOVE THE STREETS.
 AH1044
 AH1044                          STATION RECOVERY (2001)
 AH1044
 AH1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1044'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1587 ***********************************************************************
 AY1587  DESIGNATION -  S 1387
 AY1587  PID         -  AY1587
 AY1587  STATE/COUNTY-  TX/UVALDE
 AY1587  USGS QUAD   -  UVALDE (1971)
 AY1587
 AY1587                         *CURRENT SURVEY CONTROL
 AY1587  ___________________________________________________________________
 AY1587* NAD 83(1986)-  29 14 36.     (N)    099 52 21.     (W)     SCALED    
 AY1587* NAVD 88     -       293.444  (meters)     962.74   (feet)  ADJUSTED  
 AY1587  ___________________________________________________________________
 AY1587  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AY1587  DYNAMIC HT  -         293.017 (meters)     961.34  (feet)  COMP
 AY1587  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AY1587
 AY1587  VERT ORDER  -  FIRST     CLASS II
 AY1587
 AY1587.The horizontal coordinates were scaled from a topographic map and have
 AY1587.an estimated accuracy of +/- 6 seconds.
 AY1587
 AY1587.The orthometric height was determined by differential leveling
 AY1587.and adjusted by the National Geodetic Survey in June 1991..
 AY1587
 AY1587.The geoid height was determined by GEOID03.
 AY1587
 AY1587.The dynamic height is computed by dividing the NAVD 88
 AY1587.geopotential number by the normal gravity value computed on the
 AY1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1587.degrees latitude (g = 980.6199 gals.).
 AY1587
 AY1587.The modeled gravity was interpolated from observed gravity values.
 AY1587
 AY1587;                    North         East    Units  Estimated Accuracy
 AY1587;SPC TXSC     - 4,156,580.      515,200.      MT  (+/- 180 meters Scaled)
 AY1587
 AY1587                          SUPERSEDED SURVEY CONTROL
 AY1587
 AY1587.No superseded survey control is available for this station.
 AY1587
 AY1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT152352(NAD 83)
 AY1587_MARKER: I = METAL ROD
 AY1587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1587_SP_SET: STAINLESS STEEL ROD
 AY1587_STAMPING: S 1387 1982
 AY1587_MARK LOGO: NGS   
 AY1587_PROJECTION: FLUSH
 AY1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1587+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AY1587_ROD/PIPE-DEPTH: 3.7  meters
 AY1587
 AY1587  HISTORY     - Date     Condition        Report By
 AY1587  HISTORY     - 1982     MONUMENTED       NGS
 AY1587  HISTORY     - 20041007 GOOD             USPSQD
 AY1587
 AY1587                          STATION DESCRIPTION
 AY1587
 AY1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1587'7.7 KM (4.75 MI) WEST FROM UVALDE.
 AY1587'5.5 KM (3.4 METERS) WESTERLY ALONG STATE ROUTE 2369 FROM THE
 AY1587'JUNCTION OF SPUR 144 AND THE SOUTHERN PACIFIC RAILROAD STATION IN
 AY1587'UVALDE, THENCE WEST ALONG A GRAVEL ROAD (RAILROAD SERVICE ROAD) FOR
 AY1587'2.2 KM (1.35 MI), AT A GRAVEL ROAD ENTRANCE LEADING SOUTH TO A WATER
 AY1587'IRRIGATION WELL, 7.3 METERS (24.0 FT) SOUTH OF A GRAVEL ROAD,
 AY1587'1.8 METERS (60.0 FT) WEST OF A GRAVEL ROAD AND IRON GATE, 14.9 METERS
 AY1587'(48.8 FT) WEST OF A CORNER FENCE POST, 0.30 METERS (1.0 FT) NORTH OF A
 AY1587'FENCE, 0.91 METERS (3.0 FT) NORTH OF POWERLINE POLE WITH 3
 AY1587'TRANSFORMERS.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1587'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1587'THE MARK IS ABOVE LEVEL WITH ROAD.
 AY1587
 AY1587                          STATION RECOVERY (2004)
 AY1587
 AY1587'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0806 ***********************************************************************
 CD0806  DESIGNATION -  S 1389
 CD0806  PID         -  CD0806
 CD0806  STATE/COUNTY-  TX/HUDSPETH
 CD0806  USGS QUAD   -  ALLAMOORE (1964)
 CD0806
 CD0806                         *CURRENT SURVEY CONTROL
 CD0806  ___________________________________________________________________
 CD0806* NAD 83(1986)-  31 05 47.     (N)    105 04 43.     (W)     SCALED    
 CD0806* NAVD 88     -      1362.544  (meters)    4470.28   (feet)  ADJUSTED  
 CD0806  ___________________________________________________________________
 CD0806  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CD0806  DYNAMIC HT  -        1360.381 (meters)    4463.18  (feet)  COMP
 CD0806  MODELED GRAV-     979,005.2   (mgal)                       NAVD 88
 CD0806
 CD0806  VERT ORDER  -  FIRST     CLASS II
 CD0806
 CD0806.The horizontal coordinates were scaled from a topographic map and have
 CD0806.an estimated accuracy of +/- 6 seconds.
 CD0806
 CD0806.The orthometric height was determined by differential leveling
 CD0806.and adjusted by the National Geodetic Survey in June 1991..
 CD0806
 CD0806.The geoid height was determined by GEOID03.
 CD0806
 CD0806.The dynamic height is computed by dividing the NAVD 88
 CD0806.geopotential number by the normal gravity value computed on the
 CD0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0806.degrees latitude (g = 980.6199 gals.).
 CD0806
 CD0806.The modeled gravity was interpolated from observed gravity values.
 CD0806
 CD0806;                    North         East    Units  Estimated Accuracy
 CD0806;SPC TX C     - 3,168,150.      247,450.      MT  (+/- 180 meters Scaled)
 CD0806
 CD0806                          SUPERSEDED SURVEY CONTROL
 CD0806
 CD0806.No superseded survey control is available for this station.
 CD0806
 CD0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ925402(NAD 83)
 CD0806_MARKER: I = METAL ROD
 CD0806_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0806+WITH SETTING: INFORMATION.
 CD0806_SP_SET: SHALLOW SET METAL ROD
 CD0806_STAMPING: S 1389 1981
 CD0806_MARK LOGO: NGS   
 CD0806_PROJECTION: FLUSH
 CD0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0806_ROD/PIPE-DEPTH: 2.4  meters
 CD0806
 CD0806  HISTORY     - Date     Condition        Report By
 CD0806  HISTORY     - 1981     MONUMENTED       NGS
 CD0806
 CD0806                          STATION DESCRIPTION
 CD0806
 CD0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0806'25.5 KM (15.8 MI) WEST FROM VAN HORN.
 CD0806'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0806'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI)
 CD0806'NORTH ALONG A PAVED ROAD TURNING TO GRAVELED, THENCE 7.5 KM (4.65 MI)
 CD0806'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, 1-1/2 POLES
 CD0806'EAST-SOUTHEAST  OF MILEPOST 751, 15.0 METERS (49.2 FT) NORTH-NORTHEAST
 CD0806'OF THE NEAR RAIL, 6.3 METERS (20.7 FT) EAST-SOUTHEAST OF A GRAVELED
 CD0806'ROAD LEADING NORTH, 2.9 METERS (9.5 FT) SOUTH OF A GATE POST, 0.5
 CD0806'METERS (1.5 FT) NORTHWEST OF A FENCE CORNER AND 0.3 METER (1.0 FT)
 CD0806'WEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CD0806'LOGO CAP.
 CD0806'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CD0806'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0191 ***********************************************************************
 FL0191  DESIGNATION -  S 139
 FL0191  PID         -  FL0191
 FL0191  STATE/COUNTY-  TX/WHEELER
 FL0191  USGS QUAD   -  TWITTY (1976)
 FL0191
 FL0191                         *CURRENT SURVEY CONTROL
 FL0191  ___________________________________________________________________
 FL0191* NAD 83(1986)-  35 22 19.     (N)    100 14 11.     (W)     SCALED    
 FL0191* NAVD 88     -       715.840  (meters)    2348.55   (feet)  ADJUSTED  
 FL0191  ___________________________________________________________________
 FL0191  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FL0191  DYNAMIC HT  -         715.078 (meters)    2346.05  (feet)  COMP
 FL0191  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 FL0191
 FL0191  VERT ORDER  -  FIRST     CLASS II
 FL0191
 FL0191.The horizontal coordinates were scaled from a topographic map and have
 FL0191.an estimated accuracy of +/- 6 seconds.
 FL0191
 FL0191.The orthometric height was determined by differential leveling
 FL0191.and adjusted by the National Geodetic Survey in June 1991..
 FL0191
 FL0191.The geoid height was determined by GEOID03.
 FL0191
 FL0191.The dynamic height is computed by dividing the NAVD 88
 FL0191.geopotential number by the normal gravity value computed on the
 FL0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0191.degrees latitude (g = 980.6199 gals.).
 FL0191
 FL0191.The modeled gravity was interpolated from observed gravity values.
 FL0191
 FL0191;                    North         East    Units  Estimated Accuracy
 FL0191;SPC TX N     - 1,152,930.      314,820.      MT  (+/- 180 meters Scaled)
 FL0191
 FL0191                          SUPERSEDED SURVEY CONTROL
 FL0191
 FL0191  NGVD 29 (??/??/92)  715.529  (m)         2347.53   (f) ADJ UNCH    1 2
 FL0191
 FL0191.Superseded values are not recommended for survey control.
 FL0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0191.See file dsdata.txt to determine how the superseded data were derived.
 FL0191
 FL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE876149(NAD 83)
 FL0191_MARKER: DB = BENCH MARK DISK
 FL0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0191_STAMPING: S 139 1933
 FL0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0191+STABILITY: SURFACE MOTION
 FL0191
 FL0191  HISTORY     - Date     Condition        Report By
 FL0191  HISTORY     - 1933     MONUMENTED       CGS
 FL0191  HISTORY     - 1953     GOOD             NGS
 FL0191
 FL0191                          STATION DESCRIPTION
 FL0191
 FL0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0191'4.0 MI N FROM TWITTY.
 FL0191'4.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CHURCH OF CHRIST AT
 FL0191'TWITTY, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH
 FL0191'OF THE CENTER LINE OF A COUNTY ROAD, 1.7 FEET NORTH OF A POWER POLE, 2
 FL0191'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0191'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0331 ***********************************************************************
 BQ0331  DESIGNATION -  S 1390
 BQ0331  PID         -  BQ0331
 BQ0331  STATE/COUNTY-  TX/CULBERSON
 BQ0331  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0331
 BQ0331                         *CURRENT SURVEY CONTROL
 BQ0331  ___________________________________________________________________
 BQ0331* NAD 83(1986)-  30 54 19.     (N)    104 48 00.     (W)     SCALED    
 BQ0331* NAVD 88     -      1227.855  (meters)    4028.39   (feet)  ADJUSTED  
 BQ0331  ___________________________________________________________________
 BQ0331  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BQ0331  DYNAMIC HT  -        1225.903 (meters)    4021.98  (feet)  COMP
 BQ0331  MODELED GRAV-     979,008.7   (mgal)                       NAVD 88
 BQ0331
 BQ0331  VERT ORDER  -  FIRST     CLASS II
 BQ0331
 BQ0331.The horizontal coordinates were scaled from a topographic map and have
 BQ0331.an estimated accuracy of +/- 6 seconds.
 BQ0331
 BQ0331.The orthometric height was determined by differential leveling
 BQ0331.and adjusted by the National Geodetic Survey in June 1991..
 BQ0331
 BQ0331.The geoid height was determined by GEOID03.
 BQ0331
 BQ0331.The dynamic height is computed by dividing the NAVD 88
 BQ0331.geopotential number by the normal gravity value computed on the
 BQ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0331.degrees latitude (g = 980.6199 gals.).
 BQ0331
 BQ0331.The modeled gravity was interpolated from observed gravity values.
 BQ0331
 BQ0331;                    North         East    Units  Estimated Accuracy
 BQ0331;SPC TX C     - 3,145,880.      273,160.      MT  (+/- 180 meters Scaled)
 BQ0331
 BQ0331                          SUPERSEDED SURVEY CONTROL
 BQ0331
 BQ0331.No superseded survey control is available for this station.
 BQ0331
 BQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ191191(NAD 83)
 BQ0331_MARKER: I = METAL ROD
 BQ0331_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0331+WITH SETTING: INFORMATION.
 BQ0331_SP_SET: SHALLOW SET METAL ROD
 BQ0331_STAMPING: S 1390 1981
 BQ0331_MARK LOGO: NGS   
 BQ0331_PROJECTION: FLUSH
 BQ0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0331_ROD/PIPE-DEPTH: 2.4  meters
 BQ0331
 BQ0331  HISTORY     - Date     Condition        Report By
 BQ0331  HISTORY     - 1981     MONUMENTED       NGS
 BQ0331
 BQ0331                          STATION DESCRIPTION
 BQ0331
 BQ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0331'14.8 KM (9.2 MI) SE FROM VAN HORN.
 BQ0331'14.8 KM (9.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0331'WITH INTERSTATE HIGHWAY 10, 0.6 KM (0.4 MI) SOUTHEAST OF A POWERLINE
 BQ0331'CROSSING, 0.3 KM (0.2 MI) NORTHWEST OF A POWERLINE CROSSING, 50.3
 BQ0331'METERS (165.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 4X4 FOOT
 BQ0331'CONCRETE BOX CULVERT, AND 18.1 METERS (59.5 FT) EAST-NORTHEAST OF THE
 BQ0331'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 BQ0331'A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 8.0 FT.
 BQ0331'THE MARK IS 0.4 METERS  WSW FROM  A WITNESS POST AND FENCE
 BQ0331'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0543 ***********************************************************************
 CC0543  DESIGNATION -  S 1391
 CC0543  PID         -  CC0543
 CC0543  STATE/COUNTY-  TX/REEVES
 CC0543  USGS QUAD   -  ORLA SE (1961)
 CC0543
 CC0543                         *CURRENT SURVEY CONTROL
 CC0543  ___________________________________________________________________
 CC0543* NAD 83(1986)-  31 46 50.     (N)    103 52 14.     (W)     SCALED    
 CC0543* NAVD 88     -       871.324  (meters)    2858.67   (feet)  ADJUSTED  
 CC0543  ___________________________________________________________________
 CC0543  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CC0543  DYNAMIC HT  -         870.029 (meters)    2854.42  (feet)  COMP
 CC0543  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 CC0543
 CC0543  VERT ORDER  -  FIRST     CLASS II
 CC0543
 CC0543.The horizontal coordinates were scaled from a topographic map and have
 CC0543.an estimated accuracy of +/- 6 seconds.
 CC0543
 CC0543.The orthometric height was determined by differential leveling
 CC0543.and adjusted by the National Geodetic Survey in June 1991..
 CC0543
 CC0543.The geoid height was determined by GEOID03.
 CC0543
 CC0543.The dynamic height is computed by dividing the NAVD 88
 CC0543.geopotential number by the normal gravity value computed on the
 CC0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0543.degrees latitude (g = 980.6199 gals.).
 CC0543
 CC0543.The modeled gravity was interpolated from observed gravity values.
 CC0543
 CC0543;                    North         East    Units  Estimated Accuracy
 CC0543;SPC TX C     - 3,239,670.      365,030.      MT  (+/- 180 meters Scaled)
 CC0543
 CC0543                          SUPERSEDED SURVEY CONTROL
 CC0543
 CC0543.No superseded survey control is available for this station.
 CC0543
 CC0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR069166(NAD 83)
 CC0543_MARKER: I = METAL ROD
 CC0543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0543_SP_SET: STAINLESS STEEL ROD
 CC0543_STAMPING: S 1391 1981
 CC0543_MARK LOGO: NGS   
 CC0543_PROJECTION: FLUSH
 CC0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0543+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 CC0543_ROD/PIPE-DEPTH: 4.6  meters
 CC0543
 CC0543  HISTORY     - Date     Condition        Report By
 CC0543  HISTORY     - 1981     MONUMENTED       NGS
 CC0543  HISTORY     - 20050702 GOOD             USPSQD
 CC0543
 CC0543                          STATION DESCRIPTION
 CC0543
 CC0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0543'6.0 KM (3.75 MI) SE FROM ORLA.
 CC0543'6.0 KM (3.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0543'WITH FARM ROAD 652 IN ORLA, 1.3 KM (0.8 MI) SOUTHEAST OF A SMALL
 CC0543'REST AREA AND A GRAVEL ROAD LEADING SOUTHWEST, 27.6 METERS (90.6 FT)
 CC0543'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 6.5 METERS (21.3 FT)
 CC0543'NORTHWEST OF THE CENTER OF A FIELD ROAD LEADING SOUTHWEST.
 CC0543'NOTE=REFUSAL WAS REACHED AT 4.6 METERS (15.0 FT).  ACCESS TO THE
 CC0543'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0543'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 CC0543'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CC0543
 CC0543                          STATION RECOVERY (2005)
 CC0543
 CC0543'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CC0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0380 ***********************************************************************
 CE0380  DESIGNATION -  S 1392
 CE0380  PID         -  CE0380
 CE0380  STATE/COUNTY-  TX/EL PASO
 CE0380  USGS QUAD   -  CLINT (1995)
 CE0380
 CE0380                         *CURRENT SURVEY CONTROL
 CE0380  ___________________________________________________________________
 CE0380* NAD 83(1986)-  31 31 02.     (N)    106 10 22.     (W)     SCALED    
 CE0380* NAVD 88     -      1102.183  (meters)    3616.08   (feet)  ADJUSTED  
 CE0380  ___________________________________________________________________
 CE0380  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0380  DYNAMIC HT  -        1100.489 (meters)    3610.52  (feet)  COMP
 CE0380  MODELED GRAV-     979,066.0   (mgal)                       NAVD 88
 CE0380
 CE0380  VERT ORDER  -  FIRST     CLASS II
 CE0380
 CE0380.The horizontal coordinates were scaled from a topographic map and have
 CE0380.an estimated accuracy of +/- 6 seconds.
 CE0380
 CE0380.The orthometric height was determined by differential leveling
 CE0380.and adjusted by the National Geodetic Survey in June 1991..
 CE0380
 CE0380.The geoid height was determined by GEOID03.
 CE0380
 CE0380.The dynamic height is computed by dividing the NAVD 88
 CE0380.geopotential number by the normal gravity value computed on the
 CE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0380.degrees latitude (g = 980.6199 gals.).
 CE0380
 CE0380.The modeled gravity was interpolated from observed gravity values.
 CE0380
 CE0380;                    North         East    Units  Estimated Accuracy
 CE0380;SPC TX C     - 3,219,700.      145,640.      MT  (+/- 180 meters Scaled)
 CE0380
 CE0380                          SUPERSEDED SURVEY CONTROL
 CE0380
 CE0380.No superseded survey control is available for this station.
 CE0380
 CE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ886875(NAD 83)
 CE0380_MARKER: I = METAL ROD
 CE0380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0380_SP_SET: STAINLESS STEEL ROD
 CE0380_STAMPING: S 1392 1981
 CE0380_MARK LOGO: NGS   
 CE0380_PROJECTION: FLUSH
 CE0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0380_ROD/PIPE-DEPTH: 24.4 meters
 CE0380
 CE0380  HISTORY     - Date     Condition        Report By
 CE0380  HISTORY     - 1981     MONUMENTED       NGS
 CE0380
 CE0380                          STATION DESCRIPTION
 CE0380
 CE0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0380'2.6 KM (1.6 MI) NW FROM FABENS.
 CE0380'2.6 KM (1.6 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0380'OFFICE IN FABENS, AT A WOODEN BRIDGE OVER THE FRANKLIN CANAL AND
 CE0380'A GRAVELED ROAD LEADING WEST TO THE DISKBILLS FARM, 16.3 METERS
 CE0380'(53.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.7 METERS
 CE0380'(25.4 FT) NORTHWEST OF THE CENTER OF THE ROAD, 5.3 METERS (17.4 FT)
 CE0380'NORTHWEST OF THE NORTH CORNER OF THE BRIDGE, 5.0 METERS (16.4 FT)
 CE0380'NORTHEAST OF THE CENTER OF THE CANAL AND 3.3 METERS (10.8 FT)
 CE0380'NORTHWEST OF A PALM TREE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CE0380'A 5-INCH LOGO CAP.
 CE0380'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CE0380'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0762 ***********************************************************************
 CD0762  DESIGNATION -  S 1393
 CD0762  PID         -  CD0762
 CD0762  STATE/COUNTY-  TX/HUDSPETH
 CD0762  USGS QUAD   -  FORT HANCOCK (1972)
 CD0762
 CD0762                         *CURRENT SURVEY CONTROL
 CD0762  ___________________________________________________________________
 CD0762* NAD 83(1986)-  31 18 02.     (N)    105 52 17.     (W)     SCALED    
 CD0762* NAVD 88     -      1075.389  (meters)    3528.17   (feet)  ADJUSTED  
 CD0762  ___________________________________________________________________
 CD0762  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CD0762  DYNAMIC HT  -        1073.704 (meters)    3522.64  (feet)  COMP
 CD0762  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 CD0762
 CD0762  VERT ORDER  -  FIRST     CLASS II
 CD0762
 CD0762.The horizontal coordinates were scaled from a topographic map and have
 CD0762.an estimated accuracy of +/- 6 seconds.
 CD0762
 CD0762.The orthometric height was determined by differential leveling
 CD0762.and adjusted by the National Geodetic Survey in June 1991..
 CD0762
 CD0762.The geoid height was determined by GEOID03.
 CD0762
 CD0762.The dynamic height is computed by dividing the NAVD 88
 CD0762.geopotential number by the normal gravity value computed on the
 CD0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0762.degrees latitude (g = 980.6199 gals.).
 CD0762
 CD0762.The modeled gravity was interpolated from observed gravity values.
 CD0762
 CD0762;                    North         East    Units  Estimated Accuracy
 CD0762;SPC TX C     - 3,194,250.      173,030.      MT  (+/- 180 meters Scaled)
 CD0762
 CD0762                          SUPERSEDED SURVEY CONTROL
 CD0762
 CD0762.No superseded survey control is available for this station.
 CD0762
 CD0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ170632(NAD 83)
 CD0762_MARKER: I = METAL ROD
 CD0762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0762_SP_SET: STAINLESS STEEL ROD
 CD0762_STAMPING: S 1393 1981
 CD0762_MARK LOGO: NGS   
 CD0762_PROJECTION: FLUSH
 CD0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0762_ROD/PIPE-DEPTH: 14.9 meters
 CD0762
 CD0762  HISTORY     - Date     Condition        Report By
 CD0762  HISTORY     - 1981     MONUMENTED       NGS
 CD0762
 CD0762                          STATION DESCRIPTION
 CD0762
 CD0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0762'35.4 KM (22.0 MI) SE FROM FABENS.
 CD0762'35.4 KM (22.0 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CD0762'POST OFFICE IN FABENS, 9.3 METERS (30.5 FT) NORTHEAST OF THE
 CD0762'CENTERLINE OF THE HIGHWAY AND 2.0 METERS (6.5 FT) NORTHWEST OF A
 CD0762'UTILITY POLE NUMBER 445.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CD0762'A 5-INCH LOGO CAP.
 CD0762'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CD0762'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0791 ***********************************************************************
 CD0791  DESIGNATION -  S 1394
 CD0791  PID         -  CD0791
 CD0791  STATE/COUNTY-  TX/HUDSPETH
 CD0791  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0791
 CD0791                         *CURRENT SURVEY CONTROL
 CD0791  ___________________________________________________________________
 CD0791* NAD 83(1986)-  31 12 00.     (N)    105 31 00.     (W)     SCALED    
 CD0791* NAVD 88     -      1386.387  (meters)    4548.50   (feet)  ADJUSTED  
 CD0791  ___________________________________________________________________
 CD0791  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CD0791  DYNAMIC HT  -        1384.196 (meters)    4541.32  (feet)  COMP
 CD0791  MODELED GRAV-     979,011.2   (mgal)                       NAVD 88
 CD0791
 CD0791  VERT ORDER  -  FIRST     CLASS II
 CD0791
 CD0791.The horizontal coordinates were scaled from a topographic map and have
 CD0791.an estimated accuracy of +/- 6 seconds.
 CD0791
 CD0791.The orthometric height was determined by differential leveling
 CD0791.and adjusted by the National Geodetic Survey in June 1991..
 CD0791
 CD0791.The geoid height was determined by GEOID03.
 CD0791
 CD0791.The dynamic height is computed by dividing the NAVD 88
 CD0791.geopotential number by the normal gravity value computed on the
 CD0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0791.degrees latitude (g = 980.6199 gals.).
 CD0791
 CD0791.The modeled gravity was interpolated from observed gravity values.
 CD0791
 CD0791;                    North         East    Units  Estimated Accuracy
 CD0791;SPC TX C     - 3,181,480.      206,240.      MT  (+/- 180 meters Scaled)
 CD0791
 CD0791                          SUPERSEDED SURVEY CONTROL
 CD0791
 CD0791.No superseded survey control is available for this station.
 CD0791
 CD0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ507518(NAD 83)
 CD0791_MARKER: DB = BENCH MARK DISK
 CD0791_SETTING: 66 = SET IN ROCK OUTCROP
 CD0791_SP_SET: ROCK OUTCROP
 CD0791_STAMPING: S 1394 1981
 CD0791_MARK LOGO: NGS   
 CD0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0791+STABILITY: POSITION/ELEVATION WELL
 CD0791
 CD0791  HISTORY     - Date     Condition        Report By
 CD0791  HISTORY     - 1981     MONUMENTED       NGS
 CD0791
 CD0791                          STATION DESCRIPTION
 CD0791
 CD0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0791'17.4 KM (10.75 MI) NW FROM SIERRA BLANCA.
 CD0791'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0791'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0791'SOUTH ALONG A GRAVELED ROAD, THENCE 10.9 KM (6.75 MI) NORTHWESTERLY
 CD0791'ALONG INTERSTATE HIGHWAY 10, IN TOP OF A 3 BY 4 FT EXPOSED AREA
 CD0791'OF OUTCROPPING BEDROCK, 26.5 METERS (87.0 FT) SOUTHEAST OF THE
 CD0791'CENTERLINE OF A FRONTAGE ROAD, 8.2 METERS (27.0 FT) SOUTHEAST OF
 CD0791'A FENCE AND 5.9 METERS (19.4 FT) NORTH-NORTHEAST OF UTILITY POLE
 CD0791'NUMBER 148.
 CD0791'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CD0791'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0873 ***********************************************************************
 CD0873  DESIGNATION -  S 1395
 CD0873  PID         -  CD0873
 CD0873  STATE/COUNTY-  TX/CULBERSON
 CD0873  USGS QUAD   -  BORACHO (1970)
 CD0873
 CD0873                         *CURRENT SURVEY CONTROL
 CD0873  ___________________________________________________________________
 CD0873* NAD 83(1986)-  31 04 11.     (N)    104 27 03.     (W)     SCALED    
 CD0873* NAVD 88     -      1306.133  (meters)    4285.20   (feet)  ADJUSTED  
 CD0873  ___________________________________________________________________
 CD0873  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 CD0873  DYNAMIC HT  -        1304.096 (meters)    4278.52  (feet)  COMP
 CD0873  MODELED GRAV-     979,035.1   (mgal)                       NAVD 88
 CD0873
 CD0873  VERT ORDER  -  FIRST     CLASS II
 CD0873
 CD0873.The horizontal coordinates were scaled from a topographic map and have
 CD0873.an estimated accuracy of +/- 6 seconds.
 CD0873
 CD0873.The orthometric height was determined by differential leveling
 CD0873.and adjusted by the National Geodetic Survey in June 1991..
 CD0873
 CD0873.The geoid height was determined by GEOID03.
 CD0873
 CD0873.The dynamic height is computed by dividing the NAVD 88
 CD0873.geopotential number by the normal gravity value computed on the
 CD0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0873.degrees latitude (g = 980.6199 gals.).
 CD0873
 CD0873.The modeled gravity was interpolated from observed gravity values.
 CD0873
 CD0873;                    North         East    Units  Estimated Accuracy
 CD0873;SPC TX C     - 3,162,810.      307,180.      MT  (+/- 180 meters Scaled)
 CD0873
 CD0873                          SUPERSEDED SURVEY CONTROL
 CD0873
 CD0873.No superseded survey control is available for this station.
 CD0873
 CD0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ523374(NAD 83)
 CD0873_MARKER: I = METAL ROD
 CD0873_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0873_SP_SET: STAINLESS STEEL ROD
 CD0873_STAMPING: S 1395 1981
 CD0873_MARK LOGO: NGS   
 CD0873_PROJECTION: FLUSH
 CD0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0873_ROD/PIPE-DEPTH: 5.2  meters
 CD0873
 CD0873  HISTORY     - Date     Condition        Report By
 CD0873  HISTORY     - 1981     MONUMENTED       NGS
 CD0873
 CD0873                          STATION DESCRIPTION
 CD0873
 CD0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0873'22.3 KM (13.85 MI) WEST FROM KENT.
 CD0873'22.4 KM (13.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0873'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 1.3 KM
 CD0873'(0.8 MI) EAST OF MILE POST 162, 0.3 KM (0.2 MI) WEST OF MILE POST
 CD0873'163, 47.2 METERS (155.0 FT) NORTH OF THE CENTERLINE OF THE WEST
 CD0873'BOUND LANES OF THE HIGHWAY, 18.6 METERS (61.0 FT) EAST OF THE
 CD0873'CENTER OF A FIELD ENTRANCE ROAD, AND 0.6 METER (2.0 FT) EAST-SOUTHEAST
 CD0873'OF A T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CD0873'5-INCH LOGO CAP.
 CD0873'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0873'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0897 ***********************************************************************
 CD0897  DESIGNATION -  S 1396
 CD0897  PID         -  CD0897
 CD0897  STATE/COUNTY-  TX/REEVES
 CD0897  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0897
 CD0897                         *CURRENT SURVEY CONTROL
 CD0897  ___________________________________________________________________
 CD0897* NAD 83(1986)-  31 06 55.     (N)    104 02 15.     (W)     SCALED    
 CD0897* NAVD 88     -      1167.614  (meters)    3830.75   (feet)  ADJUSTED  
 CD0897  ___________________________________________________________________
 CD0897  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 CD0897  DYNAMIC HT  -        1165.835 (meters)    3824.91  (feet)  COMP
 CD0897  MODELED GRAV-     979,076.5   (mgal)                       NAVD 88
 CD0897
 CD0897  VERT ORDER  -  FIRST     CLASS II
 CD0897
 CD0897.The horizontal coordinates were scaled from a topographic map and have
 CD0897.an estimated accuracy of +/- 6 seconds.
 CD0897
 CD0897.The orthometric height was determined by differential leveling
 CD0897.and adjusted by the National Geodetic Survey in June 1991..
 CD0897
 CD0897.The geoid height was determined by GEOID03.
 CD0897
 CD0897.The dynamic height is computed by dividing the NAVD 88
 CD0897.geopotential number by the normal gravity value computed on the
 CD0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0897.degrees latitude (g = 980.6199 gals.).
 CD0897
 CD0897.The modeled gravity was interpolated from observed gravity values.
 CD0897
 CD0897;                    North         East    Units  Estimated Accuracy
 CD0897;SPC TX C     - 3,166,470.      346,770.      MT  (+/- 180 meters Scaled)
 CD0897
 CD0897                          SUPERSEDED SURVEY CONTROL
 CD0897
 CD0897.No superseded survey control is available for this station.
 CD0897
 CD0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ917427(NAD 83)
 CD0897_MARKER: DB = BENCH MARK DISK
 CD0897_SETTING: 66 = SET IN ROCK OUTCROP
 CD0897_SP_SET: ROCK OUTCROP
 CD0897_STAMPING: S 1396 1981
 CD0897_MARK LOGO: NGS   
 CD0897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0897+STABILITY: POSITION/ELEVATION WELL
 CD0897
 CD0897  HISTORY     - Date     Condition        Report By
 CD0897  HISTORY     - 1981     MONUMENTED       NGS
 CD0897
 CD0897                          STATION DESCRIPTION
 CD0897
 CD0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0897'19.6 KM (12.2 MI) EAST FROM KENT.
 CD0897'16.1 KM (10.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0897'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, THENCE
 CD0897'3.5 KM (2.2 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20, IN TOP
 CD0897'OF A 3X6 FT EXPOSED AREA OF BEDROCK, 0.6 KM (0.35 MI) NORTHEAST OF
 CD0897'MILE POST 2, 64.0 METERS (210.0 FT) NORTHEAST OF THE SOUTHWEST END
 CD0897'OF A CUTBANK, 16.3 METERS (53.5 FT) NORTHWEST OF THE CENTERLINE OF
 CD0897'THE WEST BOUND LANES OF THE HIGHWAY, AND 3.0 METERS (10.0 FT)
 CD0897'SOUTHEAST OF THE SOUTH FACE OF A CUTBANK.
 CD0897'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 CD0897'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0600 ***********************************************************************
 CC0600  DESIGNATION -  S 1397
 CC0600  PID         -  CC0600
 CC0600  STATE/COUNTY-  TX/REEVES
 CC0600  USGS QUAD   -  PECOS WEST (1981)
 CC0600
 CC0600                         *CURRENT SURVEY CONTROL
 CC0600  ___________________________________________________________________
 CC0600* NAD 83(1986)-  31 23 06.     (N)    103 37 04.     (W)     SCALED    
 CC0600* NAVD 88     -       826.516  (meters)    2711.66   (feet)  ADJUSTED  
 CC0600  ___________________________________________________________________
 CC0600  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0600  DYNAMIC HT  -         825.303 (meters)    2707.68  (feet)  COMP
 CC0600  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 CC0600
 CC0600  VERT ORDER  -  FIRST     CLASS II
 CC0600
 CC0600.The horizontal coordinates were scaled from a topographic map and have
 CC0600.an estimated accuracy of +/- 6 seconds.
 CC0600
 CC0600.The orthometric height was determined by differential leveling
 CC0600.and adjusted by the National Geodetic Survey in June 1991..
 CC0600
 CC0600.The geoid height was determined by GEOID03.
 CC0600
 CC0600.The dynamic height is computed by dividing the NAVD 88
 CC0600.geopotential number by the normal gravity value computed on the
 CC0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0600.degrees latitude (g = 980.6199 gals.).
 CC0600
 CC0600.The modeled gravity was interpolated from observed gravity values.
 CC0600
 CC0600;                    North         East    Units  Estimated Accuracy
 CC0600;SPC TX C     - 3,195,100.      387,660.      MT  (+/- 180 meters Scaled)
 CC0600
 CC0600                          SUPERSEDED SURVEY CONTROL
 CC0600
 CC0600.No superseded survey control is available for this station.
 CC0600
 CC0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ314730(NAD 83)
 CC0600_MARKER: DB = BENCH MARK DISK
 CC0600_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0600_SP_SET: BRIDGE PIER
 CC0600_STAMPING: S 1397 1981
 CC0600_MARK LOGO: NGS   
 CC0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0600+STABILITY: POSITION/ELEVATION WELL
 CC0600
 CC0600  HISTORY     - Date     Condition        Report By
 CC0600  HISTORY     - 1981     MONUMENTED       NGS
 CC0600
 CC0600                          STATION DESCRIPTION
 CC0600
 CC0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0600'9.7 KM (6.0 MI) WEST FROM PECOS.
 CC0600'9.7 KM (6.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0600'JUNCTION WITH STATE HIGHWAY 17 IN PECOS, SET VERTICALLY IN THE
 CC0600'SOUTHEAST FACE OF THE MOST SOUTHEASTERLY ONE OF THREE PIERS OF
 CC0600'THE EAST BOUND LANES OF THE HIGHWAY OVERPASS, AT FARM ROAD 869
 CC0600'(EXIT 33), 8.2 METERS (26.8 FT) NORTHEAST OF THE CENTER OF THE ROAD.
 CC0600'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0356 ***********************************************************************
 BQ0356  DESIGNATION -  S 1398
 BQ0356  PID         -  BQ0356
 BQ0356  STATE/COUNTY-  TX/PRESIDIO
 BQ0356  USGS QUAD   -  ARAGON (1983)
 BQ0356
 BQ0356                         *CURRENT SURVEY CONTROL
 BQ0356  ___________________________________________________________________
 BQ0356* NAD 83(1986)-  30 22 08.     (N)    104 12 30.     (W)     SCALED    
 BQ0356* NAVD 88     -      1489.472  (meters)    4886.71   (feet)  ADJUSTED  
 BQ0356  ___________________________________________________________________
 BQ0356  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BQ0356  DYNAMIC HT  -        1486.970 (meters)    4878.50  (feet)  COMP
 BQ0356  MODELED GRAV-     978,909.6   (mgal)                       NAVD 88
 BQ0356
 BQ0356  VERT ORDER  -  FIRST     CLASS II
 BQ0356
 BQ0356.The horizontal coordinates were scaled from a topographic map and have
 BQ0356.an estimated accuracy of +/- 6 seconds.
 BQ0356
 BQ0356.The orthometric height was determined by differential leveling
 BQ0356.and adjusted by the National Geodetic Survey in June 1991..
 BQ0356
 BQ0356.The geoid height was determined by GEOID03.
 BQ0356
 BQ0356.The dynamic height is computed by dividing the NAVD 88
 BQ0356.geopotential number by the normal gravity value computed on the
 BQ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0356.degrees latitude (g = 980.6199 gals.).
 BQ0356
 BQ0356.The modeled gravity was interpolated from observed gravity values.
 BQ0356
 BQ0356;                    North         East    Units  Estimated Accuracy
 BQ0356;SPC TXSC     - 4,292,170.       99,490.      MT  (+/- 180 meters Scaled)
 BQ0356
 BQ0356                          SUPERSEDED SURVEY CONTROL
 BQ0356
 BQ0356.No superseded survey control is available for this station.
 BQ0356
 BQ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP760599(NAD 83)
 BQ0356_MARKER: I = METAL ROD
 BQ0356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0356_SP_SET: STAINLESS STEEL ROD
 BQ0356_STAMPING: S 1398 1981
 BQ0356_MARK LOGO: NGS   
 BQ0356_PROJECTION: FLUSH
 BQ0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0356+STABILITY: POSITION/ELEVATION WELL
 BQ0356_ROD/PIPE-DEPTH: 4.9  meters
 BQ0356
 BQ0356  HISTORY     - Date     Condition        Report By
 BQ0356  HISTORY     - 1981     MONUMENTED       NGS
 BQ0356  HISTORY     - 1989     GOOD             USPSQD
 BQ0356  HISTORY     - 19961009 GOOD             USPSQD
 BQ0356
 BQ0356                          STATION DESCRIPTION
 BQ0356
 BQ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0356'19.9 KM (12.35 MI) NW FROM MARFA.
 BQ0356'19.9 KM (12.35 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0356'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 0.6 KM (0.35 MI)
 BQ0356'SOUTHEAST OF A GRAVELED ROAD LEADING WEST, 0.2 KM (0.1 MI) NORTHWEST
 BQ0356'OF RAILROAD MILE POST 645, 18.0 METERS (59.1 FT) SOUTHWEST OF THE
 BQ0356'CENTERLINE OF THE HIGHWAY, AND 1.1 METERS (3.7 FT) NORTHWEST OF A
 BQ0356'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BQ0356'CAP.
 BQ0356'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0356'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0356
 BQ0356                          STATION RECOVERY (1989)
 BQ0356
 BQ0356'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0356'RECOVERED IN GOOD CONDITION.
 BQ0356
 BQ0356                          STATION RECOVERY (1996)
 BQ0356
 BQ0356'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0389 ***********************************************************************
 BQ0389  DESIGNATION -  S 1399
 BQ0389  PID         -  BQ0389
 BQ0389  STATE/COUNTY-  TX/PRESIDIO
 BQ0389  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0389
 BQ0389                         *CURRENT SURVEY CONTROL
 BQ0389  ___________________________________________________________________
 BQ0389* NAD 83(1986)-  30 05 49.     (N)    104 09 36.     (W)     SCALED    
 BQ0389* NAVD 88     -      1452.550  (meters)    4765.57   (feet)  ADJUSTED  
 BQ0389  ___________________________________________________________________
 BQ0389  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BQ0389  DYNAMIC HT  -        1450.097 (meters)    4757.53  (feet)  COMP
 BQ0389  MODELED GRAV-     978,902.6   (mgal)                       NAVD 88
 BQ0389
 BQ0389  VERT ORDER  -  FIRST     CLASS II
 BQ0389
 BQ0389.The horizontal coordinates were scaled from a topographic map and have
 BQ0389.an estimated accuracy of +/- 6 seconds.
 BQ0389
 BQ0389.The orthometric height was determined by differential leveling
 BQ0389.and adjusted by the National Geodetic Survey in June 1991..
 BQ0389
 BQ0389.The geoid height was determined by GEOID03.
 BQ0389
 BQ0389.The dynamic height is computed by dividing the NAVD 88
 BQ0389.geopotential number by the normal gravity value computed on the
 BQ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0389.degrees latitude (g = 980.6199 gals.).
 BQ0389
 BQ0389.The modeled gravity was interpolated from observed gravity values.
 BQ0389
 BQ0389;                    North         East    Units  Estimated Accuracy
 BQ0389;SPC TXSC     - 4,261,850.      102,800.      MT  (+/- 180 meters Scaled)
 BQ0389
 BQ0389                          SUPERSEDED SURVEY CONTROL
 BQ0389
 BQ0389.No superseded survey control is available for this station.
 BQ0389
 BQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP809298(NAD 83)
 BQ0389_MARKER: I = METAL ROD
 BQ0389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0389_SP_SET: STAINLESS STEEL ROD
 BQ0389_STAMPING: S 1399 1981
 BQ0389_MARK LOGO: NGS   
 BQ0389_PROJECTION: FLUSH
 BQ0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0389+STABILITY: POSITION/ELEVATION WELL
 BQ0389_ROD/PIPE-DEPTH: 8.2  meters
 BQ0389
 BQ0389  HISTORY     - Date     Condition        Report By
 BQ0389  HISTORY     - 1981     MONUMENTED       NGS
 BQ0389  HISTORY     - 1990     GOOD             USPSQD
 BQ0389  HISTORY     - 19961010 GOOD             USPSQD
 BQ0389
 BQ0389                          STATION DESCRIPTION
 BQ0389
 BQ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0389'27.3 KM (16.95 MI) SOUT FROM MARFA.
 BQ0389'27.3 KM (16.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0389'WITH U.S. HIGHWAY 90 IN MARFA, 17.1 METERS (56.1 FT) NORTHEAST OF
 BQ0389'THE CENTER OF A GRAVELED ROAD LEADING SOUTHEAST TO THE MF RANCH,
 BQ0389'15.1 METERS (49.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BQ0389'AND 4.3 METERS (14.0 FT) NORTHEAST OF A FENCE CORNER.  NOTE=ACCESS
 BQ0389'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0389'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 BQ0389'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BQ0389
 BQ0389                          STATION RECOVERY (1990)
 BQ0389
 BQ0389'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0389'RECOVERED IN GOOD CONDITION.
 BQ0389
 BQ0389                          STATION RECOVERY (1996)
 BQ0389
 BQ0389'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0620 ***********************************************************************
 CU0620  DESIGNATION -  S 14
 CU0620  PID         -  CU0620
 CU0620  STATE/COUNTY-  TX/MARTIN
 CU0620  USGS QUAD   -  STANTON (1966)
 CU0620
 CU0620                         *CURRENT SURVEY CONTROL
 CU0620  ___________________________________________________________________
 CU0620* NAD 83(1986)-  32 07 46.     (N)    101 47 14.     (W)     SCALED    
 CU0620* NAVD 88     -       815.119  (meters)    2674.27   (feet)  POSTED    
 CU0620  ___________________________________________________________________
 CU0620  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 CU0620  DYNAMIC HT  -         813.990 (meters)    2670.57  (feet)  COMP
 CU0620  MODELED GRAV-     979,227.8   (mgal)                       NAVD 88
 CU0620
 CU0620  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0620
 CU0620.The horizontal coordinates were scaled from a topographic map and have
 CU0620.an estimated accuracy of +/- 6 seconds.
 CU0620
 CU0620.The orthometric height was determined by differential leveling
 CU0620.and adjusted by the National Geodetic Survey in 1992..
 CU0620.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0620.rate of 0.0 thru 1.0 mm/km.
 CU0620
 CU0620.The geoid height was determined by GEOID03.
 CU0620
 CU0620.The dynamic height is computed by dividing the NAVD 88
 CU0620.geopotential number by the normal gravity value computed on the
 CU0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0620.degrees latitude (g = 980.6199 gals.).
 CU0620
 CU0620.The modeled gravity was interpolated from observed gravity values.
 CU0620
 CU0620;                    North         East    Units  Estimated Accuracy
 CU0620;SPC TXNC     - 2,056,170.      289,870.      MT  (+/- 180 meters Scaled)
 CU0620
 CU0620                          SUPERSEDED SURVEY CONTROL
 CU0620
 CU0620.No superseded survey control is available for this station.
 CU0620
 CU0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA370581(NAD 83)
 CU0620_MARKER: B = BOLT
 CU0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0620_SP_SET: FOUNDATION
 CU0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0620
 CU0620  HISTORY     - Date     Condition        Report By
 CU0620  HISTORY     - UNK      MONUMENTED       CGS
 CU0620  HISTORY     - 1956     MARK NOT FOUND   NGS
 CU0620
 CU0620                          STATION DESCRIPTION
 CU0620
 CU0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0620'IN STANTON.
 CU0620'AT STANTON, MARTIN CO., ON THE SOUTH SIDE OF THE CIRCULAR CONCRETE
 CU0620'FOUNDATION OF THE TEXAS AND PACIFIC RAILWAY WATER-PURIFYING TOWER, 0.3
 CU0620'METER FROM THE STEEL WALL, AND 4 METERS FROM THE CENTER OF THE TRACK.
 CU0620'A COPPER BOLT.  NOTE-- IT WAS PROBABLY DESTROYED OR COVERED UP WHEN
 CU0620'THE STREET WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0261 ***********************************************************************
 EN0261  DESIGNATION -  S 140
 EN0261  PID         -  EN0261
 EN0261  STATE/COUNTY-  TX/BRISCOE
 EN0261  USGS QUAD   -  QUITAQUE (1967)
 EN0261
 EN0261                         *CURRENT SURVEY CONTROL
 EN0261  ___________________________________________________________________
 EN0261* NAD 83(1986)-  34 21 52.     (N)    101 03 44.     (W)     SCALED    
 EN0261* NAVD 88     -       785.219  (meters)    2576.17   (feet)  ADJUSTED  
 EN0261  ___________________________________________________________________
 EN0261  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EN0261  DYNAMIC HT  -         784.262 (meters)    2573.03  (feet)  COMP
 EN0261  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 EN0261
 EN0261  VERT ORDER  -  FIRST     CLASS II
 EN0261
 EN0261.The horizontal coordinates were scaled from a topographic map and have
 EN0261.an estimated accuracy of +/- 6 seconds.
 EN0261
 EN0261.The orthometric height was determined by differential leveling
 EN0261.and adjusted by the National Geodetic Survey in June 1991..
 EN0261
 EN0261.The geoid height was determined by GEOID03.
 EN0261
 EN0261.The dynamic height is computed by dividing the NAVD 88
 EN0261.geopotential number by the normal gravity value computed on the
 EN0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0261.degrees latitude (g = 980.6199 gals.).
 EN0261
 EN0261.The modeled gravity was interpolated from observed gravity values.
 EN0261
 EN0261;                    North         East    Units  Estimated Accuracy
 EN0261;SPC TX N     - 1,040,520.      240,270.      MT  (+/- 180 meters Scaled)
 EN0261
 EN0261                          SUPERSEDED SURVEY CONTROL
 EN0261
 EN0261  NGVD 29 (??/??/92)  784.887  (m)         2575.08   (f) ADJ UNCH    1 2
 EN0261
 EN0261.Superseded values are not recommended for survey control.
 EN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0261.See file dsdata.txt to determine how the superseded data were derived.
 EN0261
 EN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD103044(NAD 83)
 EN0261_MARKER: DB = BENCH MARK DISK
 EN0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0261_SP_SET: PLATFORM
 EN0261_STAMPING: 2575.083 S 140 1933
 EN0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0261
 EN0261  HISTORY     - Date     Condition        Report By
 EN0261  HISTORY     - 1933     MONUMENTED       CGS
 EN0261  HISTORY     - 1958     GOOD             NGS
 EN0261
 EN0261                          STATION DESCRIPTION
 EN0261
 EN0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0261'IN QUITAQUE.
 EN0261'AT QUITAQUE, BRISCOE COUNTY, AT THE FORT WORTH AND DENVER CITY RAILWAY
 EN0261'STATION, IN THE WEST FACE OF THE TELEGRAPH VESTIBULE FOUNDATION, 28
 EN0261'INCHES NORTH OF THE SOUTHWEST CORNER OF THE VESTIBULE, AND ABOUT 1/2
 EN0261'FOOT HIGHER THAN THE PLATFORM.  A STANDARD DISK, STAMPED 2575.083 S
 EN0261'140 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0237 ***********************************************************************
 BB0237  DESIGNATION -  S 1400
 BB0237  PID         -  BB0237
 BB0237  STATE/COUNTY-  TX/PRESIDIO
 BB0237  USGS QUAD   -  SHAFTER (1983)
 BB0237
 BB0237                         *CURRENT SURVEY CONTROL
 BB0237  ___________________________________________________________________
 BB0237* NAD 83(1986)-  29 48 39.     (N)    104 19 15.     (W)     SCALED    
 BB0237* NAVD 88     -      1222.117  (meters)    4009.56   (feet)  ADJUSTED  
 BB0237  ___________________________________________________________________
 BB0237  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BB0237  DYNAMIC HT  -        1220.103 (meters)    4002.95  (feet)  COMP
 BB0237  MODELED GRAV-     978,951.5   (mgal)                       NAVD 88
 BB0237
 BB0237  VERT ORDER  -  FIRST     CLASS II
 BB0237
 BB0237.The horizontal coordinates were scaled from a topographic map and have
 BB0237.an estimated accuracy of +/- 6 seconds.
 BB0237
 BB0237.The orthometric height was determined by differential leveling
 BB0237.and adjusted by the National Geodetic Survey in June 1991..
 BB0237
 BB0237.The geoid height was determined by GEOID03.
 BB0237
 BB0237.The dynamic height is computed by dividing the NAVD 88
 BB0237.geopotential number by the normal gravity value computed on the
 BB0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0237.degrees latitude (g = 980.6199 gals.).
 BB0237
 BB0237.The modeled gravity was interpolated from observed gravity values.
 BB0237
 BB0237;                    North         East    Units  Estimated Accuracy
 BB0237;SPC TXSC     - 4,230,860.       85,870.      MT  (+/- 180 meters Scaled)
 BB0237
 BB0237                          SUPERSEDED SURVEY CONTROL
 BB0237
 BB0237.No superseded survey control is available for this station.
 BB0237
 BB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN656980(NAD 83)
 BB0237_MARKER: DB = BENCH MARK DISK
 BB0237_SETTING: 66 = SET IN ROCK OUTCROP
 BB0237_SP_SET: ROCK OUTCROP
 BB0237_STAMPING: S 1400 1981
 BB0237_MARK LOGO: NGS   
 BB0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0237+STABILITY: POSITION/ELEVATION WELL
 BB0237
 BB0237  HISTORY     - Date     Condition        Report By
 BB0237  HISTORY     - 1981     MONUMENTED       NGS
 BB0237  HISTORY     - 19961010 GOOD             USPSQD
 BB0237
 BB0237                          STATION DESCRIPTION
 BB0237
 BB0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0237'2.0 KM (1.25 MI) SW FROM SHAFTER.
 BB0237'2.0 KM (1.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0237'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.4 KM (0.25 MI)
 BB0237'SOUTHWEST OF A GRAVELED ROAD LEADING NORTHWEST, IN TOP OF THE
 BB0237'CENTER OF THE SOUTHWEST END OF A 5X5 FOOT EXPOSED AREA OF ROCK
 BB0237'OUTCROPPING WHICH PROJECTS 0.6 METER (2.0 FT) ABOVE THE GROUND,
 BB0237'22.1 METERS (72.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 BB0237'HIGHWAY, AND 3.7 METERS (12.0 FT) NORTH-NORTHWEST OF A FENCE.
 BB0237'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BB0237'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BB0237
 BB0237                          STATION RECOVERY (1996)
 BB0237
 BB0237'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0495 ***********************************************************************
 CR0495  DESIGNATION -  S 14+00 R 0+00
 CR0495  PID         -  CR0495
 CR0495  STATE/COUNTY-  TX/SMITH
 CR0495  USGS QUAD   -  CHANDLER (1973)
 CR0495
 CR0495                         *CURRENT SURVEY CONTROL
 CR0495  ___________________________________________________________________
 CR0495* NAD 83(1986)-  32 21 33.     (N)    095 24 00.     (W)     SCALED    
 CR0495* NAVD 88     -       160.792  (meters)     527.53   (feet)  ADJUSTED  
 CR0495  ___________________________________________________________________
 CR0495  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0495  DYNAMIC HT  -         160.604 (meters)     526.91  (feet)  COMP
 CR0495  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 CR0495
 CR0495  VERT ORDER  -  SECOND    CLASS 0
 CR0495
 CR0495.This mark is at Tyler Pounds Fld (TYR) Airport (TYR)
 CR0495
 CR0495.The horizontal coordinates were scaled from a topographic map and have
 CR0495.an estimated accuracy of +/- 6 seconds.
 CR0495
 CR0495.The orthometric height was determined by differential leveling
 CR0495.and adjusted by the National Geodetic Survey in June 1991..
 CR0495
 CR0495.The geoid height was determined by GEOID03.
 CR0495
 CR0495.The dynamic height is computed by dividing the NAVD 88
 CR0495.geopotential number by the normal gravity value computed on the
 CR0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0495.degrees latitude (g = 980.6199 gals.).
 CR0495
 CR0495.The modeled gravity was interpolated from observed gravity values.
 CR0495
 CR0495;                    North         East    Units  Estimated Accuracy
 CR0495;SPC TXNC     - 2,081,100.      891,720.      MT  (+/- 180 meters Scaled)
 CR0495
 CR0495                          SUPERSEDED SURVEY CONTROL
 CR0495
 CR0495  NGVD 29 (??/??/92)  160.817  (m)          527.61   (f) ADJ UNCH    2 0
 CR0495
 CR0495.Superseded values are not recommended for survey control.
 CR0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0495.See file dsdata.txt to determine how the superseded data were derived.
 CR0495
 CR0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR741827(NAD 83)
 CR0495_MARKER: P = PIPE CAP
 CR0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0495_STAMPING: S-14+00 R-0+00 EL. 527.46
 CR0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0495+STABILITY: SURFACE MOTION
 CR0495
 CR0495  HISTORY     - Date     Condition        Report By
 CR0495  HISTORY     - UNK      MONUMENTED       DOD
 CR0495  HISTORY     - 1948     GOOD             NGS
 CR0495
 CR0495                          STATION DESCRIPTION
 CR0495
 CR0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0495'4.1 MI W FROM TYLER.
 CR0495'4.1 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF STATE
 CR0495'HIGHWAY 31 AT THE WEST EDGE OF TYLER, AT POUNDS FIELD, 235.1 FEET
 CR0495'SOUTHEAST OF THE SOUTHEAST LEG OF THE AIRWAY-BEACON TOWER, 201.4 FEET
 CR0495'SOUTHWEST OF THE WEST CORNER OF A HANGAR, 61.0 FEET WEST SOUTHWEST OF
 CR0495'THE NORTH CORNER OF A CONCRETE APRON, 42.5 FEET NORTH OF THE NORTH
 CR0495'CORNER OF A BUILDING HOUSING THE WEATHER BUREAU, SET IN THE TOP OF A
 CR0495'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0700 ***********************************************************************
 BP0700  DESIGNATION -  S 1401
 BP0700  PID         -  BP0700
 BP0700  STATE/COUNTY-  TX/BREWSTER
 BP0700  USGS QUAD   -  PAISANO (1972)
 BP0700
 BP0700                         *CURRENT SURVEY CONTROL
 BP0700  ___________________________________________________________________
 BP0700* NAD 83(1986)-  30 19 06.     (N)    103 46 57.     (W)     SCALED    
 BP0700* NAVD 88     -      1491.102  (meters)    4892.06   (feet)  ADJUSTED  
 BP0700  ___________________________________________________________________
 BP0700  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 BP0700  DYNAMIC HT  -        1488.638 (meters)    4883.97  (feet)  COMP
 BP0700  MODELED GRAV-     978,936.0   (mgal)                       NAVD 88
 BP0700
 BP0700  VERT ORDER  -  FIRST     CLASS II
 BP0700
 BP0700.The horizontal coordinates were scaled from a topographic map and have
 BP0700.an estimated accuracy of +/- 6 seconds.
 BP0700
 BP0700.The orthometric height was determined by differential leveling
 BP0700.and adjusted by the National Geodetic Survey in June 1991..
 BP0700
 BP0700.The geoid height was determined by GEOID03.
 BP0700
 BP0700.The dynamic height is computed by dividing the NAVD 88
 BP0700.geopotential number by the normal gravity value computed on the
 BP0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0700.degrees latitude (g = 980.6199 gals.).
 BP0700
 BP0700.The modeled gravity was interpolated from observed gravity values.
 BP0700
 BP0700;                    North         East    Units  Estimated Accuracy
 BP0700;SPC TXSC     - 4,284,820.      140,160.      MT  (+/- 180 meters Scaled)
 BP0700
 BP0700                          SUPERSEDED SURVEY CONTROL
 BP0700
 BP0700.No superseded survey control is available for this station.
 BP0700
 BP0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP170546(NAD 83)
 BP0700_MARKER: I = METAL ROD
 BP0700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0700_SP_SET: STAINLESS STEEL ROD
 BP0700_STAMPING: S 1401 1981
 BP0700_MARK LOGO: NGS   
 BP0700_PROJECTION: FLUSH
 BP0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0700_ROD/PIPE-DEPTH: 3.6  meters
 BP0700
 BP0700  HISTORY     - Date     Condition        Report By
 BP0700  HISTORY     - 1981     MONUMENTED       NGS
 BP0700
 BP0700                          STATION DESCRIPTION
 BP0700
 BP0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0700'13.4 KM (8.3 MI) SW FROM ALPINE.
 BP0700'2.9 KM (1.8 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0700'RAILROAD STATION IN ALPINE, THENCE 10.5 KM (6.5 MI) WESTERLY ALONG
 BP0700'U.S. HIGHWAYS 67 AND 90, 59.0 METERS (193.6 FT) SOUTHWEST OF THE
 BP0700'SOUTHWEST CORNER OF A CULVERT AND 30.5 METERS (100.1 FT) SOUTH OF THE
 BP0700'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 BP0700'A 5-INCH LOGO CAP.
 BP0700'THE MARK IS 0.7 METERS  N FROM  A FENCE AND WITNESS POST
 BP0700'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0724 ***********************************************************************
 BP0724  DESIGNATION -  S 1402
 BP0724  PID         -  BP0724
 BP0724  STATE/COUNTY-  TX/BREWSTER
 BP0724  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0724
 BP0724                         *CURRENT SURVEY CONTROL
 BP0724  ___________________________________________________________________
 BP0724* NAD 83(1986)-  30 13 39.     (N)    103 21 04.     (W)     SCALED    
 BP0724* NAVD 88     -      1301.661  (meters)    4270.53   (feet)  ADJUSTED  
 BP0724  ___________________________________________________________________
 BP0724  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 BP0724  DYNAMIC HT  -        1299.525 (meters)    4263.52  (feet)  COMP
 BP0724  MODELED GRAV-     978,955.6   (mgal)                       NAVD 88
 BP0724
 BP0724  VERT ORDER  -  FIRST     CLASS II
 BP0724
 BP0724.The horizontal coordinates were scaled from a topographic map and have
 BP0724.an estimated accuracy of +/- 6 seconds.
 BP0724
 BP0724.The orthometric height was determined by differential leveling
 BP0724.and adjusted by the National Geodetic Survey in June 1991..
 BP0724
 BP0724.The geoid height was determined by GEOID03.
 BP0724
 BP0724.The dynamic height is computed by dividing the NAVD 88
 BP0724.geopotential number by the normal gravity value computed on the
 BP0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0724.degrees latitude (g = 980.6199 gals.).
 BP0724
 BP0724.The modeled gravity was interpolated from observed gravity values.
 BP0724
 BP0724;                    North         East    Units  Estimated Accuracy
 BP0724;SPC TXSC     - 4,273,140.      181,240.      MT  (+/- 180 meters Scaled)
 BP0724
 BP0724                          SUPERSEDED SURVEY CONTROL
 BP0724
 BP0724.No superseded survey control is available for this station.
 BP0724
 BP0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP586451(NAD 83)
 BP0724_MARKER: I = METAL ROD
 BP0724_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0724+WITH SETTING: INFORMATION.
 BP0724_SP_SET: SHALLOW SET METAL ROD
 BP0724_STAMPING: S 1402 1981
 BP0724_MARK LOGO: NGS   
 BP0724_PROJECTION: FLUSH
 BP0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0724_ROD/PIPE-DEPTH: 2.7  meters
 BP0724
 BP0724  HISTORY     - Date     Condition        Report By
 BP0724  HISTORY     - 1981     MONUMENTED       NGS
 BP0724
 BP0724                          STATION DESCRIPTION
 BP0724
 BP0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0724'10.8 KM (6.7 MI) NW FROM MARATHON.
 BP0724'10.8 KM (6.7 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0724'IN MARATHON, 20.1 METERS (65.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 BP0724'OF THE HIGHWAY AND 3.5 METERS (11.5 FT) EAST-SOUTHEAST OF A UTILITY
 BP0724'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0724'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 BP0724'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0748 ***********************************************************************
 BP0748  DESIGNATION -  S 1403
 BP0748  PID         -  BP0748
 BP0748  STATE/COUNTY-  TX/BREWSTER
 BP0748  USGS QUAD   -  HOUSETOP MOUNTAINS (1968)
 BP0748
 BP0748                         *CURRENT SURVEY CONTROL
 BP0748  ___________________________________________________________________
 BP0748* NAD 83(1986)-  30 11 48.     (N)    102 53 47.     (W)     SCALED    
 BP0748* NAVD 88     -      1296.148  (meters)    4252.45   (feet)  ADJUSTED  
 BP0748  ___________________________________________________________________
 BP0748  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BP0748  DYNAMIC HT  -        1294.035 (meters)    4245.51  (feet)  COMP
 BP0748  MODELED GRAV-     978,966.7   (mgal)                       NAVD 88
 BP0748
 BP0748  VERT ORDER  -  FIRST     CLASS II
 BP0748
 BP0748.The horizontal coordinates were scaled from a topographic map and have
 BP0748.an estimated accuracy of +/- 6 seconds.
 BP0748
 BP0748.The orthometric height was determined by differential leveling
 BP0748.and adjusted by the National Geodetic Survey in June 1991..
 BP0748
 BP0748.The geoid height was determined by GEOID03.
 BP0748
 BP0748.The dynamic height is computed by dividing the NAVD 88
 BP0748.geopotential number by the normal gravity value computed on the
 BP0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0748.degrees latitude (g = 980.6199 gals.).
 BP0748
 BP0748.The modeled gravity was interpolated from observed gravity values.
 BP0748
 BP0748;                    North         East    Units  Estimated Accuracy
 BP0748;SPC TXSC     - 4,268,180.      224,870.      MT  (+/- 180 meters Scaled)
 BP0748
 BP0748                          SUPERSEDED SURVEY CONTROL
 BP0748
 BP0748.No superseded survey control is available for this station.
 BP0748
 BP0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP025424(NAD 83)
 BP0748_MARKER: I = METAL ROD
 BP0748_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0748+WITH SETTING: INFORMATION.
 BP0748_SP_SET: SHALLOW SET METAL ROD
 BP0748_STAMPING: S 1403 1981
 BP0748_MARK LOGO: NGS   
 BP0748_PROJECTION: FLUSH
 BP0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0748_ROD/PIPE-DEPTH: 1.2  meters
 BP0748
 BP0748  HISTORY     - Date     Condition        Report By
 BP0748  HISTORY     - 1981     MONUMENTED       NGS
 BP0748  HISTORY     - 20010331 GOOD             NGS
 BP0748
 BP0748                          STATION DESCRIPTION
 BP0748
 BP0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0748'34.8 KM (21.6 MI) EAST FROM MARATHON.
 BP0748'34.8 KM (21.6 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0748'IN MARATHON, 0.4 KM (0.25 MI) EAST OF A GRAVELED ROAD LEADING SOUTH TO
 BP0748'THE ROSE RANCH, 93.9 METERS (308.1 FT) SOUTHEAST OF THE SOUTHEAST
 BP0748'CORNER OF A BOX CULVERT AND 32.0 METERS (105.0 FT) SOUTH-SOUTHWEST OF
 BP0748'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 BP0748'THROUGH A 5-INCH LOGO CAP.
 BP0748'THE MARK IS 0.3 METERS  NNE FROM  A FENCE AND WITNESS POST
 BP0748'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0748
 BP0748                          STATION RECOVERY (2001)
 BP0748
 BP0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0748'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1063 ***********************************************************************
 AJ1063  DESIGNATION -  S 1404
 AJ1063  PID         -  AJ1063
 AJ1063  STATE/COUNTY-  TX/ZAPATA
 AJ1063  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1063
 AJ1063                         *CURRENT SURVEY CONTROL
 AJ1063  ___________________________________________________________________
 AJ1063* NAD 83(1986)-  27 01 18.     (N)    099 24 25.     (W)     SCALED    
 AJ1063* NAVD 88     -       102.150  (meters)     335.14   (feet)  ADJUSTED  
 AJ1063  ___________________________________________________________________
 AJ1063  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AJ1063  DYNAMIC HT  -         101.986 (meters)     334.60  (feet)  COMP
 AJ1063  MODELED GRAV-     979,042.3   (mgal)                       NAVD 88
 AJ1063
 AJ1063  VERT ORDER  -  FIRST     CLASS II
 AJ1063
 AJ1063.The horizontal coordinates were scaled from a topographic map and have
 AJ1063.an estimated accuracy of +/- 6 seconds.
 AJ1063
 AJ1063.The orthometric height was determined by differential leveling
 AJ1063.and adjusted by the National Geodetic Survey in June 1991..
 AJ1063
 AJ1063.The geoid height was determined by GEOID03.
 AJ1063
 AJ1063.The dynamic height is computed by dividing the NAVD 88
 AJ1063.geopotential number by the normal gravity value computed on the
 AJ1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1063.degrees latitude (g = 980.6199 gals.).
 AJ1063
 AJ1063.The modeled gravity was interpolated from observed gravity values.
 AJ1063
 AJ1063;                    North         East    Units  Estimated Accuracy
 AJ1063;SPC TX S     - 5,150,450.      210,010.      MT  (+/- 180 meters Scaled)
 AJ1063
 AJ1063                          SUPERSEDED SURVEY CONTROL
 AJ1063
 AJ1063.No superseded survey control is available for this station.
 AJ1063
 AJ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ596889(NAD 83)
 AJ1063_MARKER: I = METAL ROD
 AJ1063_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1063+WITH SETTING: INFORMATION.
 AJ1063_SP_SET: SHALLOW SET METAL ROD
 AJ1063_STAMPING: S 1404 1981
 AJ1063_MARK LOGO: NGS   
 AJ1063_PROJECTION: FLUSH
 AJ1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1063_ROD/PIPE-DEPTH: 2.0  meters
 AJ1063
 AJ1063  HISTORY     - Date     Condition        Report By
 AJ1063  HISTORY     - 1981     MONUMENTED       NGS
 AJ1063  HISTORY     - 1988     GOOD             USPSQD
 AJ1063
 AJ1063                          STATION DESCRIPTION
 AJ1063
 AJ1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1063'6.2 KM (3.85 MI) SE FROM SAN YGNACIO.
 AJ1063'6.2 KM (3.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1063'FARM ROAD 3169 IN SAN YGNACIO, ALSO 0.16 KM (0.1 MI) SOUTHEAST OF
 AJ1063'ARROYO ZOPILOTE CREEK, 15.4 METERS (50.6 FT) NORTHEAST OF CENTERLINE
 AJ1063'OF HIGHWAY, 0.30 METERS (1.0 FT) SOUTHWEST OF A FENCE LINE, AND
 AJ1063'2.4 METERS (8.0 FT) NORTHWEST OF A TELEPHONE CABLE JUNCTION BOX, NOTE,
 AJ1063'ROD ANCHORED IN HARD SANDSTONE.
 AJ1063'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AJ1063'THE MARK IS 046 M ABOVE HIGHWAY.
 AJ1063
 AJ1063                          STATION RECOVERY (1988)
 AJ1063
 AJ1063'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1068 ***********************************************************************
 AJ1068  DESIGNATION -  S 1405
 AJ1068  PID         -  AJ1068
 AJ1068  STATE/COUNTY-  TX/ZAPATA
 AJ1068  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1068
 AJ1068                         *CURRENT SURVEY CONTROL
 AJ1068  ___________________________________________________________________
 AJ1068* NAD 83(1986)-  27 05 38.     (N)    099 25 33.     (W)     SCALED    
 AJ1068* NAVD 88     -       116.766  (meters)     383.09   (feet)  ADJUSTED  
 AJ1068  ___________________________________________________________________
 AJ1068  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AJ1068  DYNAMIC HT  -         116.578 (meters)     382.47  (feet)  COMP
 AJ1068  MODELED GRAV-     979,040.5   (mgal)                       NAVD 88
 AJ1068
 AJ1068  VERT ORDER  -  FIRST     CLASS II
 AJ1068
 AJ1068.The horizontal coordinates were scaled from a topographic map and have
 AJ1068.an estimated accuracy of +/- 6 seconds.
 AJ1068
 AJ1068.The orthometric height was determined by differential leveling
 AJ1068.and adjusted by the National Geodetic Survey in June 1991..
 AJ1068
 AJ1068.The geoid height was determined by GEOID03.
 AJ1068
 AJ1068.The dynamic height is computed by dividing the NAVD 88
 AJ1068.geopotential number by the normal gravity value computed on the
 AJ1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1068.degrees latitude (g = 980.6199 gals.).
 AJ1068
 AJ1068.The modeled gravity was interpolated from observed gravity values.
 AJ1068
 AJ1068;                    North         East    Units  Estimated Accuracy
 AJ1068;SPC TX S     - 5,158,460.      208,190.      MT  (+/- 180 meters Scaled)
 AJ1068
 AJ1068                          SUPERSEDED SURVEY CONTROL
 AJ1068
 AJ1068.No superseded survey control is available for this station.
 AJ1068
 AJ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ577969(NAD 83)
 AJ1068_MARKER: I = METAL ROD
 AJ1068_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1068+WITH SETTING: INFORMATION.
 AJ1068_SP_SET: SHALLOW SET METAL ROD
 AJ1068_STAMPING: S 1405 1981
 AJ1068_MARK LOGO: NGS   
 AJ1068_PROJECTION: FLUSH
 AJ1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1068_ROD/PIPE-DEPTH: 0.61 meters
 AJ1068
 AJ1068  HISTORY     - Date     Condition        Report By
 AJ1068  HISTORY     - 1981     MONUMENTED       NGS
 AJ1068  HISTORY     - 1988     GOOD             USPSQD
 AJ1068
 AJ1068                          STATION DESCRIPTION
 AJ1068
 AJ1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1068'6.0 KM (3.7 MI) NORTH FROM SAN YGNACIO.
 AJ1068'6.0 KM (3.7 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AJ1068'ROAD 3169 AT SAN YGNACIO, AT THE TOP OF A HIGH HILL, AT A
 AJ1068'REST AREA, SET IN LINE WITH THE EXTENDED CENTERLINE OF THE NORTH MOST
 AJ1068'ACCESS ROAD TO THE REST AREA, AT A ROAD LEADING NORTHEAST TO A GULF
 AJ1068'OIL LEASE PROPERTY, 26.8 METERS (87.8 FT) EAST OF THE CENTERLINE OF
 AJ1068'THE HIGHWAY, 14.4 METERS (47.2 FT) NORTH OF THE CENTER OF THE ROAD,
 AJ1068'3.5 METERS (11.6 FT) SOUTH OF THE CENTER OF AN ABANDONED ROAD AND
 AJ1068'GATE, 0.91 METERS (3.0 FT) NORTH OF A METAL CORNER FENCE POST, AND
 AJ1068'0.31 METERS (1.0 FT) WEST OF A METAL RAIL FENCE.  NOTE, ROD DRIVEN TO
 AJ1068'REFUSAL.
 AJ1068'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 AJ1068'THE MARK IS 0.31 M ABOVE HIGHWAY.
 AJ1068
 AJ1068                          STATION RECOVERY (1988)
 AJ1068
 AJ1068'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1240 ***********************************************************************
 AB1240  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1240  DESIGNATION -  S 1406
 AB1240  PID         -  AB1240
 AB1240  STATE/COUNTY-  TX/CAMERON
 AB1240  USGS QUAD   -  PORT ISABEL (1983)
 AB1240
 AB1240                         *CURRENT SURVEY CONTROL
 AB1240  ___________________________________________________________________
 AB1240* NAD 83(1986)-  26 04 14.     (N)    097 09 27.     (W)     SCALED    
 AB1240* NAVD 88     -         2.595  (meters)       8.51   (feet)  ADJUSTED  
 AB1240  ___________________________________________________________________
 AB1240  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1240  DYNAMIC HT  -           2.591 (meters)       8.50  (feet)  COMP
 AB1240  MODELED GRAV-     979,069.6   (mgal)                       NAVD 88
 AB1240
 AB1240  VERT ORDER  -  FIRST     CLASS II
 AB1240
 AB1240.The horizontal coordinates were scaled from a topographic map and have
 AB1240.an estimated accuracy of +/- 6 seconds.
 AB1240
 AB1240.The orthometric height was determined by differential leveling
 AB1240.and adjusted by the National Geodetic Survey in June 1991..
 AB1240
 AB1240.This Tidal Bench Mark is designated as VM 1698
 AB1240.by the Center for Operational Oceanographic Products and Services.
 AB1240
 AB1240.The geoid height was determined by GEOID03.
 AB1240
 AB1240.The dynamic height is computed by dividing the NAVD 88
 AB1240.geopotential number by the normal gravity value computed on the
 AB1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1240.degrees latitude (g = 980.6199 gals.).
 AB1240
 AB1240.The modeled gravity was interpolated from observed gravity values.
 AB1240
 AB1240;                    North         East    Units  Estimated Accuracy
 AB1240;SPC TX S     - 5,045,460.      434,330.      MT  (+/- 180 meters Scaled)
 AB1240
 AB1240                          SUPERSEDED SURVEY CONTROL
 AB1240
 AB1240.No superseded survey control is available for this station.
 AB1240
 AB1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP843848(NAD 83)
 AB1240_MARKER: I = METAL ROD
 AB1240_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1240_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1240_STAMPING: S 1406 1982
 AB1240_MARK LOGO: NGS   
 AB1240_PROJECTION: FLUSH
 AB1240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1240+STABILITY: POSITION/ELEVATION WELL
 AB1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1240+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 AB1240_ROD/PIPE-DEPTH: 13.4 meters
 AB1240_SLEEVE-DEPTH  : 8.8 meters
 AB1240
 AB1240  HISTORY     - Date     Condition        Report By
 AB1240  HISTORY     - 1982     MONUMENTED       NGS
 AB1240  HISTORY     - 19910411 GOOD             USPSQD
 AB1240  HISTORY     - 19930210 GOOD             USPSQD
 AB1240  HISTORY     - 20040223 GOOD             USPSQD
 AB1240
 AB1240                          STATION DESCRIPTION
 AB1240
 AB1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1240'1.9 KM (1.2 MI) SE FROM SOUTH PADRE ISLAND.
 AB1240'1.9 KM (1.2 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH FROM THE
 AB1240'JUNCTION OF STATE PARK ROAD 100 NORTH AND 100 WEST ON SOUTH PADRE
 AB1240'ISLAND, AT THE CAMERON COUNTY PARK CIVIC CENTER, SET IN THE FRONT LAWN
 AB1240'BY A RED BRICK FLOWER BOX AT THE NORTHWEST CORNER OF THE HEXAGON
 AB1240'SHAPED BUILDING AND ABOUT HALFWAY BETWEEN TWO SETS OF STEPS LEADING TO
 AB1240'THE BUILDING, 15.5 METERS (51.0 FT) NORTH NORTHEAST OF THE CURB OF
 AB1240'PARKING LOT AT A POINT WHERE A NORTHEAST AND SOUTHWEST SIDEWALK LEADS
 AB1240'TO THE BUILDING, 5.1 METERS (17.0 FT) SOUTHWEST OF THE NORTHWEST
 AB1240'CORNER OF BUILDING, 4.4 METERS (14.5 FT) EAST NORTHEAST OF THE
 AB1240'SOUTHEAST CORNER OF A 1.2 METERS (4.0 FT) SQUARE CONCRETE FOUNDATION
 AB1240'THAT AT ONE TIME SUPPORTED A FLAGPOLE, 4.2 METERS (14.0 FT) SOUTH
 AB1240'SOUTHWEST OF THE SOUTHWEST EDGE OF AN EAST WEST SIDEWALK BY A SET OF
 AB1240'STEPS AND LEADING TO PARKING LOT, 2.1 METERS (7.0 FT) WEST NORTHWEST
 AB1240'OF THE WEST EDGE OF A NORTHEAST AND SOUTHWEST SIDEWALK LEADING TO
 AB1240'PARKING LOT, AND 1.8 METERS (6.0 FT) WEST NORTHWEST OF THE NORTHWEST
 AB1240'CORNER OF THE RED BRICK FLOWER BOX.
 AB1240'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AB1240'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 AB1240
 AB1240                          STATION RECOVERY (1991)
 AB1240
 AB1240'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1240'RECOVERED IN GOOD CONDITION.
 AB1240
 AB1240                          STATION RECOVERY (1993)
 AB1240
 AB1240'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1240'RECOVERED IN GOOD CONDITION.
 AB1240
 AB1240                          STATION RECOVERY (2004)
 AB1240
 AB1240'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1274 ***********************************************************************
 AB1274  DESIGNATION -  S 1407
 AB1274  PID         -  AB1274
 AB1274  STATE/COUNTY-  TX/KENEDY
 AB1274  USGS QUAD   -  RUDOLPH (1982)
 AB1274
 AB1274                         *CURRENT SURVEY CONTROL
 AB1274  ___________________________________________________________________
 AB1274* NAD 83(1986)-  26 42 33.     (N)    097 46 09.     (W)     SCALED    
 AB1274* NAVD 88     -         6.582  (meters)      21.59   (feet)  ADJUSTED  
 AB1274  ___________________________________________________________________
 AB1274  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AB1274  DYNAMIC HT  -           6.571 (meters)      21.56  (feet)  COMP
 AB1274  MODELED GRAV-     979,062.9   (mgal)                       NAVD 88
 AB1274
 AB1274  VERT ORDER  -  FIRST     CLASS II
 AB1274
 AB1274.The horizontal coordinates were scaled from a topographic map and have
 AB1274.an estimated accuracy of +/- 6 seconds.
 AB1274
 AB1274.The orthometric height was determined by differential leveling
 AB1274.and adjusted by the National Geodetic Survey in June 1991..
 AB1274
 AB1274.The geoid height was determined by GEOID03.
 AB1274
 AB1274.The dynamic height is computed by dividing the NAVD 88
 AB1274.geopotential number by the normal gravity value computed on the
 AB1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1274.degrees latitude (g = 980.6199 gals.).
 AB1274
 AB1274.The modeled gravity was interpolated from observed gravity values.
 AB1274
 AB1274;                    North         East    Units  Estimated Accuracy
 AB1274;SPC TX S     - 5,115,710.      372,720.      MT  (+/- 180 meters Scaled)
 AB1274
 AB1274                          SUPERSEDED SURVEY CONTROL
 AB1274
 AB1274.No superseded survey control is available for this station.
 AB1274
 AB1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ224548(NAD 83)
 AB1274_MARKER: I = METAL ROD
 AB1274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1274_SP_SET: STAINLESS STEEL ROD
 AB1274_STAMPING: S 1407 1981
 AB1274_MARK LOGO: NGS   
 AB1274_PROJECTION: FLUSH
 AB1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1274_ROD/PIPE-DEPTH: 9.7  meters
 AB1274
 AB1274  HISTORY     - Date     Condition        Report By
 AB1274  HISTORY     - 1981     MONUMENTED       NGS
 AB1274
 AB1274                          STATION DESCRIPTION
 AB1274
 AB1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1274'24.4 KM (15.2 MI) NORTH FROM RAYMONDVILLE.
 AB1274'5.1 KM (3.2 MI) NORTH ALONG U.S. BUSINESS HIGHWAY 77 FROM THE JUNCTION
 AB1274'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 19.3 KM (12.0 MI) NORTH
 AB1274'ALONG U.S. HIGHWAY 77, AT A BELL TELEPHONE UNDERGROUND CABLE WARNING
 AB1274'SIGN AND POLE NUMBER 333 BETWEEN THE HIGHWAY AND THE MISSOURI PACIFIC
 AB1274'RAILROAD, 0.4 KM (0.25 MI) NORTH OF THE MISSOURI PACIFIC RAILROAD
 AB1274'MILEPOST NUMBER 62, 18.1 METERS (59.5 FT) WEST OF THE CENTERLINE OF
 AB1274'THE HIGHWAY, 14.7 METERS (48.5 FT) EAST OF THE EAST RAIL OF THE
 AB1274'TRACKS, 0.9 METER (3.0 FT) NORTH OF THE BELL SYSTEM UNDERGROUND
 AB1274'WARNING SIGN AND POLE NUMBER 333, AND 84.4 METERS (277.0 FT) SOUTH OF
 AB1274'THE WEST END OF A SMALL CONCRETE CULVERT UNDER THE HIGHWAY.
 AB1274'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB1274'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1298 ***********************************************************************
 AB1298  DESIGNATION -  S 1408
 AB1298  PID         -  AB1298
 AB1298  STATE/COUNTY-  TX/CAMERON
 AB1298  USGS QUAD   -  WILLAMAR SW (1983)
 AB1298
 AB1298                         *CURRENT SURVEY CONTROL
 AB1298  ___________________________________________________________________
 AB1298* NAD 83(1986)-  26 16 13.     (N)    097 44 46.     (W)     SCALED    
 AB1298* NAVD 88     -        13.441  (meters)      44.10   (feet)  ADJUSTED  
 AB1298  ___________________________________________________________________
 AB1298  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AB1298  DYNAMIC HT  -          13.419 (meters)      44.03  (feet)  COMP
 AB1298  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 AB1298
 AB1298  VERT ORDER  -  FIRST     CLASS II
 AB1298
 AB1298.The horizontal coordinates were scaled from a topographic map and have
 AB1298.an estimated accuracy of +/- 6 seconds.
 AB1298
 AB1298.The orthometric height was determined by differential leveling
 AB1298.and adjusted by the National Geodetic Survey in June 1991..
 AB1298
 AB1298.The geoid height was determined by GEOID03.
 AB1298
 AB1298.The dynamic height is computed by dividing the NAVD 88
 AB1298.geopotential number by the normal gravity value computed on the
 AB1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1298.degrees latitude (g = 980.6199 gals.).
 AB1298
 AB1298.The modeled gravity was interpolated from observed gravity values.
 AB1298
 AB1298;                    North         East    Units  Estimated Accuracy
 AB1298;SPC TX S     - 5,067,100.      375,300.      MT  (+/- 180 meters Scaled)
 AB1298
 AB1298                          SUPERSEDED SURVEY CONTROL
 AB1298
 AB1298.No superseded survey control is available for this station.
 AB1298
 AB1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ252062(NAD 83)
 AB1298_MARKER: DB = BENCH MARK DISK
 AB1298_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB1298_SP_SET: BRIDGE PIER
 AB1298_STAMPING: S 1408 1981
 AB1298_MARK LOGO: NGS   
 AB1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1298+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2004
 AB1298
 AB1298  HISTORY     - Date     Condition        Report By
 AB1298  HISTORY     - 1981     MONUMENTED       NGS
 AB1298  HISTORY     - 19910416 GOOD             USPSQD
 AB1298  HISTORY     - 19930123 GOOD             USPSQD
 AB1298  HISTORY     - 20040214 GOOD             GEOCAC
 AB1298
 AB1298                          STATION DESCRIPTION
 AB1298
 AB1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1298'2.8 KM (1.75 MI) NNW FROM COMBES.
 AB1298'2.8 KM (1.75 MI) NORTH NORTHWEST ALONG BUSINESS U.S. HIGHWAY 77 FROM
 AB1298'THE JUNCTION OF STATE HIGHWAY 107 IN COMBES, AT NORTHBOUND U.S.
 AB1298'HIGHWAY 77 OVERPASS BRIDGE AND SET VERTICALLY IN THE NORTHEAST SIDE OF
 AB1298'THE MOST NORTHEASTERLY PIER OF THE NORTHWEST SIDE OF THE ROAD,
 AB1298'9.9 METERS (32.5 FT) SOUTHWEST OF THE CENTER OF THE CROSSOVER.
 AB1298'THE MARK IS 1.5 M ABOVE GROUND.
 AB1298
 AB1298                          STATION RECOVERY (1991)
 AB1298
 AB1298'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1298'RECOVERED IN GOOD CONDITION.
 AB1298
 AB1298                          STATION RECOVERY (1993)
 AB1298
 AB1298'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1298'RECOVERED IN GOOD CONDITION.
 AB1298
 AB1298                          STATION RECOVERY (2004)
 AB1298
 AB1298'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1298'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1254 ***********************************************************************
 AE1254  DESIGNATION -  S 1409
 AE1254  PID         -  AE1254
 AE1254  STATE/COUNTY-  TX/HIDALGO
 AE1254  USGS QUAD   -  LA JOYA (1982)
 AE1254
 AE1254                         *CURRENT SURVEY CONTROL
 AE1254  ___________________________________________________________________
 AE1254* NAD 83(1986)-  26 13 47.     (N)    098 26 46.     (W)     SCALED    
 AE1254* NAVD 88     -        38.722  (meters)     127.04   (feet)  ADJUSTED  
 AE1254  ___________________________________________________________________
 AE1254  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE1254  DYNAMIC HT  -          38.658 (meters)     126.83  (feet)  COMP
 AE1254  MODELED GRAV-     978,989.8   (mgal)                       NAVD 88
 AE1254
 AE1254  VERT ORDER  -  FIRST     CLASS II
 AE1254
 AE1254.The horizontal coordinates were scaled from a topographic map and have
 AE1254.an estimated accuracy of +/- 6 seconds.
 AE1254
 AE1254.The orthometric height was determined by differential leveling
 AE1254.and adjusted by the National Geodetic Survey in June 1991..
 AE1254
 AE1254.The geoid height was determined by GEOID03.
 AE1254
 AE1254.The dynamic height is computed by dividing the NAVD 88
 AE1254.geopotential number by the normal gravity value computed on the
 AE1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1254.degrees latitude (g = 980.6199 gals.).
 AE1254
 AE1254.The modeled gravity was interpolated from observed gravity values.
 AE1254
 AE1254;                    North         East    Units  Estimated Accuracy
 AE1254;SPC TX S     - 5,062,390.      305,390.      MT  (+/- 180 meters Scaled)
 AE1254
 AE1254                          SUPERSEDED SURVEY CONTROL
 AE1254
 AE1254.No superseded survey control is available for this station.
 AE1254
 AE1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ553012(NAD 83)
 AE1254_MARKER: I = METAL ROD
 AE1254_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1254+WITH SETTING: INFORMATION.
 AE1254_SP_SET: SHALLOW SET METAL ROD
 AE1254_STAMPING: S 1409 1981
 AE1254_MARK LOGO: NGS   
 AE1254_PROJECTION: FLUSH
 AE1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1254+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AE1254_ROD/PIPE-DEPTH: 3.20 meters
 AE1254
 AE1254  HISTORY     - Date     Condition        Report By
 AE1254  HISTORY     - 1981     MONUMENTED       NGS
 AE1254  HISTORY     - 20010604 GOOD             JCLS
 AE1254
 AE1254                          STATION DESCRIPTION
 AE1254
 AE1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1254'IN PENITAS.
 AE1254'IN PENITAS, 1.6 KM (1.0 MI) SOUTH ALONG FARM ROAD 1427 FROM THE
 AE1254'JUNCTION OF U.S. HIGHWAY 83 EASTBOUND, AT A DIRT ROAD LEADING WEST,
 AE1254'37.9 METERS (124.4 FT) WEST OF THE CENTER OF THE FARM ROAD, 14.8
 AE1254'(48.5 FT) NORTH OF THE NORTH RAIL OF THE MISSOURI PACIFIC RAILROAD
 AE1254'TRACKS, 5.3 METERS (17.5 FT) NORTH OF THE CENTER OF THE DIRT ROAD,
 AE1254'26.2 (86.1 FT) WEST OF A POWERLINE POLE WITH A TRANSFORMER AND A GUY
 AE1254'WIRE, 20.9 METERS (68.5 FT) EAST OF THE CENTER OF A PRIVATE DRIVE
 AE1254'LEADING NORTH, 1.2 METERS (3.9 FT) EAST OF A POWERLINE POLE WITH A GUY
 AE1254'WIRE AND A LIGHT, AND 6.4 METERS (21.1 FT) WEST OF GUY WIRE ANCHOR.
 AE1254'NOTE, ROD DRIVEN TO REFUSAL.
 AE1254'THE MARK IS 0.58 METERS  E FROM A WITNESS POST.
 AE1254'THE MARK IS 0.31 M ABOVE ROAD.
 AE1254
 AE1254                          STATION RECOVERY (2001)
 AE1254
 AE1254'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AE1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0345 ***********************************************************************
 DP0345  DESIGNATION -  S 141
 DP0345  PID         -  DP0345
 DP0345  STATE/COUNTY-  TX/HALE
 DP0345  USGS QUAD   -  PETERSBURG (1965)
 DP0345
 DP0345                         *CURRENT SURVEY CONTROL
 DP0345  ___________________________________________________________________
 DP0345* NAD 83(1986)-  33 50 36.     (N)    101 37 00.     (W)     SCALED    
 DP0345* NAVD 88     -       987.592  (meters)    3240.12   (feet)  POSTED    
 DP0345  ___________________________________________________________________
 DP0345  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DP0345  DYNAMIC HT  -         986.330 (meters)    3235.98  (feet)  COMP
 DP0345  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 DP0345
 DP0345  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0345
 DP0345.The horizontal coordinates were scaled from a topographic map and have
 DP0345.an estimated accuracy of +/- 6 seconds.
 DP0345
 DP0345.The orthometric height was determined by differential leveling
 DP0345.and adjusted by the National Geodetic Survey in 1992..
 DP0345.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0345.rate of 1.1 thru 2.0 mm/km.
 DP0345
 DP0345.The geoid height was determined by GEOID03.
 DP0345
 DP0345.The dynamic height is computed by dividing the NAVD 88
 DP0345.geopotential number by the normal gravity value computed on the
 DP0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0345.degrees latitude (g = 980.6199 gals.).
 DP0345
 DP0345.The modeled gravity was interpolated from observed gravity values.
 DP0345
 DP0345;                    North         East    Units  Estimated Accuracy
 DP0345;SPC TXNC     - 2,245,660.      311,590.      MT  (+/- 180 meters Scaled)
 DP0345
 DP0345                          SUPERSEDED SURVEY CONTROL
 DP0345
 DP0345  NGVD 29 (??/??/92)  987.22   (m)         3238.9    (f) COMPUTED    1 2
 DP0345
 DP0345.Superseded values are not recommended for survey control.
 DP0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0345.See file dsdata.txt to determine how the superseded data were derived.
 DP0345
 DP0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC578478(NAD 83)
 DP0345_MARKER: DB = BENCH MARK DISK
 DP0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0345_STAMPING: S 141 1933
 DP0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0345+STABILITY: SURFACE MOTION
 DP0345
 DP0345  HISTORY     - Date     Condition        Report By
 DP0345  HISTORY     - 1933     MONUMENTED       CGS
 DP0345  HISTORY     - 1934     GOOD             NGS
 DP0345  HISTORY     - 1955     GOOD             DOD
 DP0345
 DP0345                          STATION DESCRIPTION
 DP0345
 DP0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0345'2.4 MI SW FROM PETERSBURG.
 DP0345'2.4 MI. S. W. ALONG F.W. AND D.C. R.R. FROM R.R. STATION ON THE FORT
 DP0345'WORTH AND DENVER CITY R.R. AT STATION 5183+00, 37 RAIL LENGTHS
 DP0345'(APPROXIMATELY 407 YDS.) SOUTH OF MILE POST L 335, 3 RAIL LENGTHS
 DP0345'(33YDS.) NORTH OF PUBLIC CROSSING, 46 FEET EAST OF THE TRACKS, AND 2
 DP0345'FEET WEST OF RIGHT OF WAY FENCE AT SOUTH END OF RAILROAD CUT.
 DP0345
 DP0345                          STATION RECOVERY (1955)
 DP0345
 DP0345'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1955
 DP0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0632 ***********************************************************************
 CC0632  DESIGNATION -  S 1410
 CC0632  PID         -  CC0632
 CC0632  STATE/COUNTY-  TX/PECOS
 CC0632  USGS QUAD   -  DIAMOND Y SPRING NW (1974)
 CC0632
 CC0632                         *CURRENT SURVEY CONTROL
 CC0632  ___________________________________________________________________
 CC0632* NAD 83(1986)-  31 09 08.     (N)    102 53 31.     (W)     SCALED    
 CC0632* NAVD 88     -       784.357  (meters)    2573.34   (feet)  ADJUSTED  
 CC0632  ___________________________________________________________________
 CC0632  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CC0632  DYNAMIC HT  -         783.226 (meters)    2569.63  (feet)  COMP
 CC0632  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 CC0632
 CC0632  VERT ORDER  -  FIRST     CLASS II
 CC0632
 CC0632.The horizontal coordinates were scaled from a topographic map and have
 CC0632.an estimated accuracy of +/- 6 seconds.
 CC0632
 CC0632.The orthometric height was determined by differential leveling
 CC0632.and adjusted by the National Geodetic Survey in June 1991..
 CC0632
 CC0632.The geoid height was determined by GEOID03.
 CC0632
 CC0632.The dynamic height is computed by dividing the NAVD 88
 CC0632.geopotential number by the normal gravity value computed on the
 CC0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0632.degrees latitude (g = 980.6199 gals.).
 CC0632
 CC0632.The modeled gravity was interpolated from observed gravity values.
 CC0632
 CC0632;                    North         East    Units  Estimated Accuracy
 CC0632;SPC TX C     - 3,167,490.      456,080.      MT  (+/- 180 meters Scaled)
 CC0632
 CC0632                          SUPERSEDED SURVEY CONTROL
 CC0632
 CC0632.No superseded survey control is available for this station.
 CC0632
 CC0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ009483(NAD 83)
 CC0632_MARKER: I = METAL ROD
 CC0632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0632_SP_SET: STAINLESS STEEL ROD
 CC0632_STAMPING: S 1410 1981
 CC0632_MARK LOGO: NGS   
 CC0632_PROJECTION: FLUSH
 CC0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0632_ROD/PIPE-DEPTH: 3.4  meters
 CC0632
 CC0632  HISTORY     - Date     Condition        Report By
 CC0632  HISTORY     - 1981     MONUMENTED       NGS
 CC0632
 CC0632                          STATION DESCRIPTION
 CC0632
 CC0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0632'22.4 KM (13.9 MI) SOUTH FROM GRANDFALLS.
 CC0632'22.4 KM (13.9 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0632'WITH STATE HIGHWAY 329 IN GRANDFALLS, 0.3 KM (0.2 MI) NORTH OF A
 CC0632'DIRT ROAD CROSSING, 0.2 KM (0.1 MI) SOUTH OF A DIRT ROAD LEADING
 CC0632'WEST-NORTHWEST AND 17.7 METERS (58.1 FT) WEST OF THE CENTERLINE OF
 CC0632'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0632'LOGO CAP.
 CC0632'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 CC0632'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0603 ***********************************************************************
 BP0603  DESIGNATION -  S 1411
 BP0603  PID         -  BP0603
 BP0603  STATE/COUNTY-  TX/PECOS
 BP0603  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0603
 BP0603                         *CURRENT SURVEY CONTROL
 BP0603  ___________________________________________________________________
 BP0603* NAD 83(1986)-  30 45 40.     (N)    102 46 56.     (W)     SCALED    
 BP0603* NAVD 88     -       955.600  (meters)    3135.16   (feet)  ADJUSTED  
 BP0603  ___________________________________________________________________
 BP0603  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 BP0603  DYNAMIC HT  -         954.116 (meters)    3130.30  (feet)  COMP
 BP0603  MODELED GRAV-     979,057.1   (mgal)                       NAVD 88
 BP0603
 BP0603  VERT ORDER  -  FIRST     CLASS II
 BP0603
 BP0603.The horizontal coordinates were scaled from a topographic map and have
 BP0603.an estimated accuracy of +/- 6 seconds.
 BP0603
 BP0603.The orthometric height was determined by differential leveling
 BP0603.and adjusted by the National Geodetic Survey in June 1991..
 BP0603
 BP0603.The geoid height was determined by GEOID03.
 BP0603
 BP0603.The dynamic height is computed by dividing the NAVD 88
 BP0603.geopotential number by the normal gravity value computed on the
 BP0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0603.degrees latitude (g = 980.6199 gals.).
 BP0603
 BP0603.The modeled gravity was interpolated from observed gravity values.
 BP0603
 BP0603;                    North         East    Units  Estimated Accuracy
 BP0603;SPC TX C     - 3,123,910.      465,580.      MT  (+/- 180 meters Scaled)
 BP0603
 BP0603                          SUPERSEDED SURVEY CONTROL
 BP0603
 BP0603.No superseded survey control is available for this station.
 BP0603
 BP0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ122052(NAD 83)
 BP0603_MARKER: I = METAL ROD
 BP0603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0603_SP_SET: STAINLESS STEEL ROD
 BP0603_STAMPING: S 1411 1981
 BP0603_MARK LOGO: NGS   
 BP0603_PROJECTION: FLUSH
 BP0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0603_ROD/PIPE-DEPTH: 10.4 meters
 BP0603
 BP0603  HISTORY     - Date     Condition        Report By
 BP0603  HISTORY     - 1981     MONUMENTED       NGS
 BP0603
 BP0603                          STATION DESCRIPTION
 BP0603
 BP0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0603'17.4 KM (10.8 MI) SE FROM FORT STOCKTON.
 BP0603'17.4 KM (10.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0603'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON AND 27.4 METERS
 BP0603'(89.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 BP0603'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0603'THE MARK IS 0.4 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0603'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0383 ***********************************************************************
 BA0383  DESIGNATION -  S 1412
 BA0383  PID         -  BA0383
 BA0383  STATE/COUNTY-  TX/TERRELL
 BA0383  USGS QUAD   -  BALCON CREEK (1983)
 BA0383
 BA0383                         *CURRENT SURVEY CONTROL
 BA0383  ___________________________________________________________________
 BA0383* NAD 83(1986)-  29 59 57.     (N)    102 01 53.     (W)     SCALED    
 BA0383* NAVD 88     -       613.322  (meters)    2012.21   (feet)  ADJUSTED  
 BA0383  ___________________________________________________________________
 BA0383  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 BA0383  DYNAMIC HT  -         612.402 (meters)    2009.19  (feet)  COMP
 BA0383  MODELED GRAV-     979,123.4   (mgal)                       NAVD 88
 BA0383
 BA0383  VERT ORDER  -  FIRST     CLASS II
 BA0383
 BA0383.The horizontal coordinates were scaled from a topographic map and have
 BA0383.an estimated accuracy of +/- 6 seconds.
 BA0383
 BA0383.The orthometric height was determined by differential leveling
 BA0383.and adjusted by the National Geodetic Survey in June 1991..
 BA0383
 BA0383.The geoid height was determined by GEOID03.
 BA0383
 BA0383.The dynamic height is computed by dividing the NAVD 88
 BA0383.geopotential number by the normal gravity value computed on the
 BA0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0383.degrees latitude (g = 980.6199 gals.).
 BA0383
 BA0383.The modeled gravity was interpolated from observed gravity values.
 BA0383
 BA0383;                    North         East    Units  Estimated Accuracy
 BA0383;SPC TXSC     - 4,243,830.      307,560.      MT  (+/- 180 meters Scaled)
 BA0383
 BA0383                          SUPERSEDED SURVEY CONTROL
 BA0383
 BA0383.No superseded survey control is available for this station.
 BA0383
 BA0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP863224(NAD 83)
 BA0383_MARKER: DB = BENCH MARK DISK
 BA0383_SETTING: 66 = SET IN ROCK OUTCROP
 BA0383_SP_SET: ROCK OUTCROP
 BA0383_STAMPING: S 1412 1981
 BA0383_MARK LOGO: NGS   
 BA0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0383
 BA0383  HISTORY     - Date     Condition        Report By
 BA0383  HISTORY     - 1981     MONUMENTED       NGS
 BA0383
 BA0383                          STATION DESCRIPTION
 BA0383
 BA0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BA0383'9.7 KM (6.05 MI) SE FROM DRYDEN.
 BA0383'9.7 KM (6.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BA0383'IN DRYDEN, 0.4 KM (0.25 MI) SOUTHEAST OF A TRACK ROAD LEADING NORTH,
 BA0383'IN A 20 BY 60 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 19.5 METERS
 BA0383'(64.0 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF
 BA0383'THE HIGHWAY AND 8.4 METERS (27.6 FT) SOUTHWEST OF A FENCE.
 BA0383'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BA0383'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0450 ***********************************************************************
 AZ0450  DESIGNATION -  S 1414
 AZ0450  PID         -  AZ0450
 AZ0450  STATE/COUNTY-  TX/VAL VERDE
 AZ0450  USGS QUAD   -  DEL RIO NW (1972)
 AZ0450
 AZ0450                         *CURRENT SURVEY CONTROL
 AZ0450  ___________________________________________________________________
 AZ0450* NAD 83(1986)-  29 25 09.     (N)    100 54 20.     (W)     SCALED    
 AZ0450* NAVD 88     -       323.711  (meters)    1062.04   (feet)  ADJUSTED  
 AZ0450  ___________________________________________________________________
 AZ0450  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0450  DYNAMIC HT  -         323.240 (meters)    1060.50  (feet)  COMP
 AZ0450  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0450
 AZ0450  VERT ORDER  -  FIRST     CLASS II
 AZ0450
 AZ0450.The horizontal coordinates were scaled from a topographic map and have
 AZ0450.an estimated accuracy of +/- 6 seconds.
 AZ0450
 AZ0450.The orthometric height was determined by differential leveling
 AZ0450.and adjusted by the National Geodetic Survey in June 1991..
 AZ0450
 AZ0450.The geoid height was determined by GEOID03.
 AZ0450
 AZ0450.The dynamic height is computed by dividing the NAVD 88
 AZ0450.geopotential number by the normal gravity value computed on the
 AZ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0450.degrees latitude (g = 980.6199 gals.).
 AZ0450
 AZ0450.The modeled gravity was interpolated from observed gravity values.
 AZ0450
 AZ0450;                    North         East    Units  Estimated Accuracy
 AZ0450;SPC TXSC     - 4,177,260.      415,110.      MT  (+/- 180 meters Scaled)
 AZ0450
 AZ0450                          SUPERSEDED SURVEY CONTROL
 AZ0450
 AZ0450.No superseded survey control is available for this station.
 AZ0450
 AZ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT151559(NAD 83)
 AZ0450_MARKER: DB = BENCH MARK DISK
 AZ0450_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0450_SP_SET: ROCK OUTCROP
 AZ0450_STAMPING: S 1414 1981
 AZ0450_MARK LOGO: NGS   
 AZ0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0450+STABILITY: POSITION/ELEVATION WELL
 AZ0450
 AZ0450  HISTORY     - Date     Condition        Report By
 AZ0450  HISTORY     - 1981     MONUMENTED       NGS
 AZ0450  HISTORY     - 1981     GOOD             NGS
 AZ0450  HISTORY     - 1982     GOOD             NGS
 AZ0450  HISTORY     - 19990525 GOOD             USPSQD
 AZ0450
 AZ0450                          STATION DESCRIPTION
 AZ0450
 AZ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0450'1.1 KM (0.7 MI) SOUTH FROM DEL RIO.
 AZ0450'1.1 KM (0.7 MI) SOUTH ALONG U.S. HIGHWAY 90 FROM ITS
 AZ0450'JUNCTION WITH U.S. HIGWAYS 277 AND 377 IN DEL RIO, 66.4 METERS (217.8
 AZ0450'FT) SOUTH-SOUTHWEST OF A FLAGPOLE AT THE HEADQUARTERS BUILDING OF
 AZ0450'AMISTAD RECREATION AREA, 26.7 METERS (87.6 FT) WEST-NORTHWEST OF
 AZ0450'A UTILITY POLE, 23.4 METERS (76.8 FT) WEST OF A FENCE, 16.0 METERS
 AZ0450'(52.5 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 AZ0450'HIGHWAY AND 8.3 METERS (27.2 FT) EAST OF THE SOUTH END OF A BOX
 AZ0450'CULVERT.
 AZ0450'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 AZ0450'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 AZ0450
 AZ0450                          STATION RECOVERY (1981)
 AZ0450
 AZ0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0450'RECOVERED IN GOOD CONDITION.
 AZ0450
 AZ0450                          STATION RECOVERY (1982)
 AZ0450
 AZ0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0450'RECOVERED THIS DATE.  NOTE, MEASUREMENT SOUTH
 AZ0450'SOUTHWEST OF FLAG POLE IS 84.6 METERS (277.8 FT).
 AZ0450
 AZ0450                          STATION RECOVERY (1999)
 AZ0450
 AZ0450'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0426 ***********************************************************************
 AZ0426  DESIGNATION -  S 1415
 AZ0426  PID         -  AZ0426
 AZ0426  STATE/COUNTY-  TX/VAL VERDE
 AZ0426  USGS QUAD   -  COMSTOCK (1972)
 AZ0426
 AZ0426                         *CURRENT SURVEY CONTROL
 AZ0426  ___________________________________________________________________
 AZ0426* NAD 83(1986)-  29 38 46.     (N)    101 08 19.     (W)     SCALED    
 AZ0426* NAVD 88     -       453.335  (meters)    1487.32   (feet)  ADJUSTED  
 AZ0426  ___________________________________________________________________
 AZ0426  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0426  DYNAMIC HT  -         452.673 (meters)    1485.14  (feet)  COMP
 AZ0426  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 AZ0426
 AZ0426  VERT ORDER  -  FIRST     CLASS II
 AZ0426
 AZ0426.The horizontal coordinates were scaled from a topographic map and have
 AZ0426.an estimated accuracy of +/- 6 seconds.
 AZ0426
 AZ0426.The orthometric height was determined by differential leveling
 AZ0426.and adjusted by the National Geodetic Survey in June 1991..
 AZ0426
 AZ0426.The geoid height was determined by GEOID03.
 AZ0426
 AZ0426.The dynamic height is computed by dividing the NAVD 88
 AZ0426.geopotential number by the normal gravity value computed on the
 AZ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0426.degrees latitude (g = 980.6199 gals.).
 AZ0426
 AZ0426.The modeled gravity was interpolated from observed gravity values.
 AZ0426
 AZ0426;                    North         East    Units  Estimated Accuracy
 AZ0426;SPC TXSC     - 4,202,800.      392,960.      MT  (+/- 180 meters Scaled)
 AZ0426
 AZ0426                          SUPERSEDED SURVEY CONTROL
 AZ0426
 AZ0426.No superseded survey control is available for this station.
 AZ0426
 AZ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT929814(NAD 83)
 AZ0426_MARKER: DB = BENCH MARK DISK
 AZ0426_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0426_SP_SET: ROCK OUTCROP
 AZ0426_STAMPING: S 1415 1981
 AZ0426_MARK LOGO: NGS   
 AZ0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0426+STABILITY: POSITION/ELEVATION WELL
 AZ0426
 AZ0426  HISTORY     - Date     Condition        Report By
 AZ0426  HISTORY     - 1981     MONUMENTED       NGS
 AZ0426  HISTORY     - 19990119 MARK NOT FOUND   USPSQD
 AZ0426  HISTORY     - 20030425 MARK NOT FOUND   USPSQD
 AZ0426
 AZ0426                          STATION DESCRIPTION
 AZ0426
 AZ0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0426'5.8 KM (3.6 MI) SE FROM COMSTOCK.
 AZ0426'5.8 KM (3.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH
 AZ0426'STATE HIGHWAY 163 IN COMSTOCK, IN A 2 BY 20 FT EXPOSED AREA OF
 AZ0426'BEDROCK IN A DRAINAGE DITCH, 30.0 METERS (98.4 FT) NORTHEAST OF A
 AZ0426'UTILITY POLE, 16.6 METERS (54.5 FT) SOUTH-SOUTHWEST OF A FENCE AND
 AZ0426'10.7 METERS (35.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0426'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AZ0426'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 AZ0426
 AZ0426                          STATION RECOVERY (1999)
 AZ0426
 AZ0426'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0426'MARK NOT FOUND.
 AZ0426
 AZ0426                          STATION RECOVERY (2003)
 AZ0426
 AZ0426'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0403 ***********************************************************************
 AZ0403  DESIGNATION -  S 1416
 AZ0403  PID         -  AZ0403
 AZ0403  STATE/COUNTY-  TX/VAL VERDE
 AZ0403  USGS QUAD   -  LANGTRY (1973)
 AZ0403
 AZ0403                         *CURRENT SURVEY CONTROL
 AZ0403  ___________________________________________________________________
 AZ0403* NAD 83(1986)-  29 48 51.     (N)    101 32 02.     (W)     SCALED    
 AZ0403* NAVD 88     -       419.188  (meters)    1375.29   (feet)  ADJUSTED  
 AZ0403  ___________________________________________________________________
 AZ0403  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AZ0403  DYNAMIC HT  -         418.581 (meters)    1373.29  (feet)  COMP
 AZ0403  MODELED GRAV-     979,181.3   (mgal)                       NAVD 88
 AZ0403
 AZ0403  VERT ORDER  -  FIRST     CLASS II
 AZ0403
 AZ0403.The horizontal coordinates were scaled from a topographic map and have
 AZ0403.an estimated accuracy of +/- 6 seconds.
 AZ0403
 AZ0403.The orthometric height was determined by differential leveling
 AZ0403.and adjusted by the National Geodetic Survey in June 1991..
 AZ0403
 AZ0403.The geoid height was determined by GEOID03.
 AZ0403
 AZ0403.The dynamic height is computed by dividing the NAVD 88
 AZ0403.geopotential number by the normal gravity value computed on the
 AZ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0403.degrees latitude (g = 980.6199 gals.).
 AZ0403
 AZ0403.The modeled gravity was interpolated from observed gravity values.
 AZ0403
 AZ0403;                    North         East    Units  Estimated Accuracy
 AZ0403;SPC TXSC     - 4,222,180.      355,100.      MT  (+/- 180 meters Scaled)
 AZ0403
 AZ0403                          SUPERSEDED SURVEY CONTROL
 AZ0403
 AZ0403.No superseded survey control is available for this station.
 AZ0403
 AZ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU551008(NAD 83)
 AZ0403_MARKER: DB = BENCH MARK DISK
 AZ0403_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0403_SP_SET: ROCK OUTCROP
 AZ0403_STAMPING: S 1416 1981
 AZ0403_MARK LOGO: NGS   
 AZ0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0403+STABILITY: POSITION/ELEVATION WELL
 AZ0403
 AZ0403  HISTORY     - Date     Condition        Report By
 AZ0403  HISTORY     - 1981     MONUMENTED       NGS
 AZ0403  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0403
 AZ0403                          STATION DESCRIPTION
 AZ0403
 AZ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0403'4.8 KM (2.95 MI) SE FROM LANGTRY.
 AZ0403'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0403'OFFICE IN LANGTRY, THENCE 3.5 KM (2.15 MI) SOUTHEAST ALONG U.S.
 AZ0403'HIGHWAY 90, IN THE CENTER OF 4 BY 6 FT EXPOSED AREA OF OUTCROPPING
 AZ0403'BEDROCK, 28.0 METERS (91.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AZ0403'THE HIGHWAY, 20.7 METERS (67.9 FT) EAST-SOUTHEAST OF THE CENTER OF A
 AZ0403'GATE AND 2.5 METERS (8.2 FT) NORTH-NORTHEAST OF A FENCE.
 AZ0403'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 AZ0403'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 AZ0403
 AZ0403                          STATION RECOVERY (1999)
 AZ0403
 AZ0403'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0631 ***********************************************************************
 BP0631  DESIGNATION -  S 1417
 BP0631  PID         -  BP0631
 BP0631  STATE/COUNTY-  TX/PECOS
 BP0631  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0631
 BP0631                         *CURRENT SURVEY CONTROL
 BP0631  ___________________________________________________________________
 BP0631* NAD 83(1986)-  30 22 07.     (N)    102 26 47.     (W)     SCALED    
 BP0631* NAVD 88     -       991.452  (meters)    3252.79   (feet)  ADJUSTED  
 BP0631  ___________________________________________________________________
 BP0631  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 BP0631  DYNAMIC HT  -         989.908 (meters)    3247.72  (feet)  COMP
 BP0631  MODELED GRAV-     979,050.2   (mgal)                       NAVD 88
 BP0631
 BP0631  VERT ORDER  -  FIRST     CLASS II
 BP0631
 BP0631.The horizontal coordinates were scaled from a topographic map and have
 BP0631.an estimated accuracy of +/- 6 seconds.
 BP0631
 BP0631.The orthometric height was determined by differential leveling
 BP0631.and adjusted by the National Geodetic Survey in June 1991..
 BP0631
 BP0631.The geoid height was determined by GEOID03.
 BP0631
 BP0631.The dynamic height is computed by dividing the NAVD 88
 BP0631.geopotential number by the normal gravity value computed on the
 BP0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0631.degrees latitude (g = 980.6199 gals.).
 BP0631
 BP0631.The modeled gravity was interpolated from observed gravity values.
 BP0631
 BP0631;                    North         East    Units  Estimated Accuracy
 BP0631;SPC TX C     - 3,079,740.      496,900.      MT  (+/- 180 meters Scaled)
 BP0631
 BP0631                          SUPERSEDED SURVEY CONTROL
 BP0631
 BP0631.No superseded survey control is available for this station.
 BP0631
 BP0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP454623(NAD 83)
 BP0631_MARKER: I = METAL ROD
 BP0631_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0631+WITH SETTING: INFORMATION.
 BP0631_SP_SET: SHALLOW SET METAL ROD
 BP0631_STAMPING: S 1417 1981
 BP0631_MARK LOGO: NGS   
 BP0631_PROJECTION: FLUSH
 BP0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0631_ROD/PIPE-DEPTH: 2.7  meters
 BP0631
 BP0631  HISTORY     - Date     Condition        Report By
 BP0631  HISTORY     - 1981     MONUMENTED       NGS
 BP0631
 BP0631                          STATION DESCRIPTION
 BP0631
 BP0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0631'27.7 KM (17.2 MI) NORTH FROM SANDERSON.
 BP0631'27.7 KM (17.2 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0631'WITH U.S. HIGHWAY 90 IN SANDERSON, 14.3 METERS (46.9 FT) WEST OF THE
 BP0631'CENTERLINE OF THE HIGHWAY AND 5.2 METERS (17.0 FT) NORTH OF A UTILITY
 BP0631'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0631'THE MARK IS 0.3 METERS  E FROM  A FENCE AND WITNESS POST
 BP0631'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0390 ***********************************************************************
 AZ0390  DESIGNATION -  S 1418
 AZ0390  PID         -  AZ0390
 AZ0390  STATE/COUNTY-  TX/VAL VERDE
 AZ0390  USGS QUAD   -  PUMPVILLE (1980)
 AZ0390
 AZ0390                         *CURRENT SURVEY CONTROL
 AZ0390  ___________________________________________________________________
 AZ0390* NAD 83(1986)-  29 53 42.     (N)    101 44 20.     (W)     SCALED    
 AZ0390* NAVD 88     -       547.585  (meters)    1796.54   (feet)  ADJUSTED  
 AZ0390  ___________________________________________________________________
 AZ0390  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AZ0390  DYNAMIC HT  -         546.768 (meters)    1793.85  (feet)  COMP
 AZ0390  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 AZ0390
 AZ0390  VERT ORDER  -  FIRST     CLASS II
 AZ0390
 AZ0390.The horizontal coordinates were scaled from a topographic map and have
 AZ0390.an estimated accuracy of +/- 6 seconds.
 AZ0390
 AZ0390.The orthometric height was determined by differential leveling
 AZ0390.and adjusted by the National Geodetic Survey in June 1991..
 AZ0390
 AZ0390.The geoid height was determined by GEOID03.
 AZ0390
 AZ0390.The dynamic height is computed by dividing the NAVD 88
 AZ0390.geopotential number by the normal gravity value computed on the
 AZ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0390.degrees latitude (g = 980.6199 gals.).
 AZ0390
 AZ0390.The modeled gravity was interpolated from observed gravity values.
 AZ0390
 AZ0390;                    North         East    Units  Estimated Accuracy
 AZ0390;SPC TXSC     - 4,231,590.      335,510.      MT  (+/- 180 meters Scaled)
 AZ0390
 AZ0390                          SUPERSEDED SURVEY CONTROL
 AZ0390
 AZ0390.No superseded survey control is available for this station.
 AZ0390
 AZ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU355103(NAD 83)
 AZ0390_MARKER: DB = BENCH MARK DISK
 AZ0390_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0390_SP_SET: ROCK OUTCROP
 AZ0390_STAMPING: S 1418 1981
 AZ0390_MARK LOGO: NGS   
 AZ0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0390+STABILITY: POSITION/ELEVATION WELL
 AZ0390
 AZ0390  HISTORY     - Date     Condition        Report By
 AZ0390  HISTORY     - 1981     MONUMENTED       NGS
 AZ0390  HISTORY     - 19990120 GOOD             USPSQD
 AZ0390
 AZ0390                          STATION DESCRIPTION
 AZ0390
 AZ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0390'22.1 KM (13.7 MI) NW FROM LANGTRY.
 AZ0390'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0390'OFFICE IN LANGTRY, THENCE 20.8 KM (12.95 MI) WESTERLY ALONG U.S.
 AZ0390'HIGHWAY 90, IN AN 8 BY 25 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 AZ0390'36.0 METERS (118.0 FT) WEST-NORTHWEST OF THE SOUTHWEST LEG OF A
 AZ0390'HIGHWAY INFORMATION SIGN (REST AREA ON THE LEFT 1 MILE), 18.9
 AZ0390'METERS (62.0 FT) SOUTHWEST OF THE CENTER OF THE EAST BOUND LANES OF
 AZ0390'THE HIGHWAY AND 8.2 METERS (26.9 FT) NORTHEAST OF A FENCE.
 AZ0390'THE MARK IS 0.8 METERS  NNE FROM A WITNESS POST.
 AZ0390'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 AZ0390
 AZ0390                          STATION RECOVERY (1999)
 AZ0390
 AZ0390'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0756 ***********************************************************************
 BP0756  DESIGNATION -  S 1419
 BP0756  PID         -  BP0756
 BP0756  STATE/COUNTY-  TX/BREWSTER
 BP0756  USGS QUAD   -  TESNUS NE (1968)
 BP0756
 BP0756                         *CURRENT SURVEY CONTROL
 BP0756  ___________________________________________________________________
 BP0756* NAD 83(1986)-  30 10 31.     (N)    102 45 08.     (W)     SCALED    
 BP0756* NAVD 88     -      1135.599  (meters)    3725.71   (feet)  ADJUSTED  
 BP0756  ___________________________________________________________________
 BP0756  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BP0756  DYNAMIC HT  -        1133.773 (meters)    3719.72  (feet)  COMP
 BP0756  MODELED GRAV-     978,995.2   (mgal)                       NAVD 88
 BP0756
 BP0756  VERT ORDER  -  FIRST     CLASS II
 BP0756
 BP0756.The horizontal coordinates were scaled from a topographic map and have
 BP0756.an estimated accuracy of +/- 6 seconds.
 BP0756
 BP0756.The orthometric height was determined by differential leveling
 BP0756.and adjusted by the National Geodetic Survey in June 1991..
 BP0756
 BP0756.The geoid height was determined by GEOID03.
 BP0756
 BP0756.The dynamic height is computed by dividing the NAVD 88
 BP0756.geopotential number by the normal gravity value computed on the
 BP0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0756.degrees latitude (g = 980.6199 gals.).
 BP0756
 BP0756.The modeled gravity was interpolated from observed gravity values.
 BP0756
 BP0756;                    North         East    Units  Estimated Accuracy
 BP0756;SPC TXSC     - 4,265,360.      238,670.      MT  (+/- 180 meters Scaled)
 BP0756
 BP0756                          SUPERSEDED SURVEY CONTROL
 BP0756
 BP0756.No superseded survey control is available for this station.
 BP0756
 BP0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP164403(NAD 83)
 BP0756_MARKER: DB = BENCH MARK DISK
 BP0756_SETTING: 66 = SET IN ROCK OUTCROP
 BP0756_SP_SET: ROCK OUTCROP
 BP0756_STAMPING: S 1419 1981
 BP0756_MARK LOGO: NGS   
 BP0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0756
 BP0756  HISTORY     - Date     Condition        Report By
 BP0756  HISTORY     - 1981     MONUMENTED       NGS
 BP0756  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0756
 BP0756                          STATION DESCRIPTION
 BP0756
 BP0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0756'37.7 KM (23.4 MI) WEST FROM SANDERSON.
 BP0756'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0756'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 37.6 KM (23.35 MI)
 BP0756'WESTERLY ALONG U.S. HIGHWAY 90, IN A 20 BY 125 FT EXPOSED AREA OF
 BP0756'OUTCROPPING BEDROCK, 18.0 METERS (59.1 FT) SOUTH OF THE CENTERLINE OF
 BP0756'THE HIGHWAY AND 3.5 METERS (11.5 FT) NORTH OF A FENCE.
 BP0756'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BP0756'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0756
 BP0756                          STATION RECOVERY (2001)
 BP0756
 BP0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0756'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0073 ***********************************************************************
 DQ0073  DESIGNATION -  S 142
 DQ0073  PID         -  DQ0073
 DQ0073  STATE/COUNTY-  TX/TERRY
 DQ0073  USGS QUAD   -  MEADOW (1985)
 DQ0073
 DQ0073                         *CURRENT SURVEY CONTROL
 DQ0073  ___________________________________________________________________
 DQ0073* NAD 83(1986)-  33 16 58.     (N)    102 13 58.     (W)     SCALED    
 DQ0073* NAVD 88     -      1013.355  (meters)    3324.65   (feet)  ADJUSTED  
 DQ0073  ___________________________________________________________________
 DQ0073  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 DQ0073  DYNAMIC HT  -        1012.012 (meters)    3320.24  (feet)  COMP
 DQ0073  MODELED GRAV-     979,277.5   (mgal)                       NAVD 88
 DQ0073
 DQ0073  VERT ORDER  -  FIRST     CLASS II
 DQ0073
 DQ0073.The horizontal coordinates were scaled from a topographic map and have
 DQ0073.an estimated accuracy of +/- 6 seconds.
 DQ0073
 DQ0073.The orthometric height was determined by differential leveling
 DQ0073.and adjusted by the National Geodetic Survey in June 1991..
 DQ0073
 DQ0073.The geoid height was determined by GEOID03.
 DQ0073
 DQ0073.The dynamic height is computed by dividing the NAVD 88
 DQ0073.geopotential number by the normal gravity value computed on the
 DQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0073.degrees latitude (g = 980.6199 gals.).
 DQ0073
 DQ0073.The modeled gravity was interpolated from observed gravity values.
 DQ0073
 DQ0073;                    North         East    Units  Estimated Accuracy
 DQ0073;SPC TXNC     - 2,185,390.      252,390.      MT  (+/- 180 meters Scaled)
 DQ0073
 DQ0073                          SUPERSEDED SURVEY CONTROL
 DQ0073
 DQ0073  NGVD 29 (??/??/92) 1012.991  (m)         3323.45   (f) ADJ UNCH    1 2
 DQ0073
 DQ0073.Superseded values are not recommended for survey control.
 DQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0073.See file dsdata.txt to determine how the superseded data were derived.
 DQ0073
 DQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS577860(NAD 83)
 DQ0073_MARKER: DB = BENCH MARK DISK
 DQ0073_SETTING: 0 = UNSPECIFIED SETTING
 DQ0073_STAMPING: S 142 1934
 DQ0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0073
 DQ0073  HISTORY     - Date     Condition        Report By
 DQ0073  HISTORY     - 1934     MONUMENTED       CGS
 DQ0073  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0073
 DQ0073                          STATION DESCRIPTION
 DQ0073
 DQ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0073'4.1 MI S FROM MEADOW.
 DQ0073'4.1 MI. SOUTH ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0073'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0073'RAILROAD, 92 FEET EAST OF MILE POLE 32, 4 3/4 RAIL LENGTHS,
 DQ0073'APPROXIMATELY 50 YARDS NORTH OF PUBLIC RAILROAD CROSSING, 47 FEET EAST
 DQ0073'OF THE TRACK, 2 FEET WEST OF RIGHT OF WAY FENCE.
 DQ0073
 DQ0073                          STATION RECOVERY (1963)
 DQ0073
 DQ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1287 ***********************************************************************
 AE1287  DESIGNATION -  S 1420
 AE1287  PID         -  AE1287
 AE1287  STATE/COUNTY-  TX/STARR
 AE1287  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1287
 AE1287                         *CURRENT SURVEY CONTROL
 AE1287  ___________________________________________________________________
 AE1287* NAD 83(1986)-  26 26 07.     (N)    098 55 50.     (W)     SCALED    
 AE1287* NAVD 88     -        97.417  (meters)     319.61   (feet)  ADJUSTED  
 AE1287  ___________________________________________________________________
 AE1287  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AE1287  DYNAMIC HT  -          97.257 (meters)     319.08  (feet)  COMP
 AE1287  MODELED GRAV-     979,001.5   (mgal)                       NAVD 88
 AE1287
 AE1287  VERT ORDER  -  FIRST     CLASS II
 AE1287
 AE1287.The horizontal coordinates were scaled from a topographic map and have
 AE1287.an estimated accuracy of +/- 6 seconds.
 AE1287
 AE1287.The orthometric height was determined by differential leveling
 AE1287.and adjusted by the National Geodetic Survey in June 1991..
 AE1287
 AE1287.The geoid height was determined by GEOID03.
 AE1287
 AE1287.The dynamic height is computed by dividing the NAVD 88
 AE1287.geopotential number by the normal gravity value computed on the
 AE1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1287.degrees latitude (g = 980.6199 gals.).
 AE1287
 AE1287.The modeled gravity was interpolated from observed gravity values.
 AE1287
 AE1287;                    North         East    Units  Estimated Accuracy
 AE1287;SPC TX S     - 5,085,230.      257,060.      MT  (+/- 180 meters Scaled)
 AE1287
 AE1287                          SUPERSEDED SURVEY CONTROL
 AE1287
 AE1287.No superseded survey control is available for this station.
 AE1287
 AE1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ069238(NAD 83)
 AE1287_MARKER: DB = BENCH MARK DISK
 AE1287_SETTING: 66 = SET IN ROCK OUTCROP
 AE1287_SP_SET: ROCK OUTCROP
 AE1287_STAMPING: S 1420 1981
 AE1287_MARK LOGO: NGS   
 AE1287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1287+STABILITY: POSITION/ELEVATION WELL
 AE1287
 AE1287  HISTORY     - Date     Condition        Report By
 AE1287  HISTORY     - 1981     MONUMENTED       NGS
 AE1287
 AE1287                          STATION DESCRIPTION
 AE1287
 AE1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1287'12.8 KM (7.95 MI) ENE FROM ROMA.
 AE1287'9.3 KM (5.75 MI) EASTERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE1287'IN ROMA THENCE NORTH ALONG FARM ROAD 649 FOR 3.5 KM (2.2 MI).  AT A
 AE1287'1.8 METERS (6 FT) BOX CULVERT, SET IN TOP OF A 3 METERS (10 BY 10 FT)
 AE1287'LIMESTONE OUTCROP AND IN LINE WITH A FENCE, 10.0 METERS (32.9 FT) EAST
 AE1287'OF CENTER OF FARM ROAD, AND 4.0 (13.0 FT) NORTHEAST OF CENTER OF A
 AE1287'1.8 METERS (6 FT) BOX CULVERT HEADWALL.
 AE1287'THE MARK IS 0.41 METERS  N FROM A WITNESS POST.
 AE1287'THE MARK IS 0.91 M BELOW FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1231 ***********************************************************************
 AE1231  DESIGNATION -  S 1421
 AE1231  PID         -  AE1231
 AE1231  STATE/COUNTY-  TX/HIDALGO
 AE1231  USGS QUAD   -  LAS MILPAS (1983)
 AE1231
 AE1231                         *CURRENT SURVEY CONTROL
 AE1231  ___________________________________________________________________
 AE1231* NAD 83(1986)-  26 05 45.     (N)    098 12 41.     (W)     SCALED    
 AE1231* NAVD 88     -        28.483  (meters)      93.45   (feet)  ADJUSTED  
 AE1231  ___________________________________________________________________
 AE1231  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AE1231  DYNAMIC HT  -          28.436 (meters)      93.29  (feet)  COMP
 AE1231  MODELED GRAV-     978,979.8   (mgal)                       NAVD 88
 AE1231
 AE1231  VERT ORDER  -  FIRST     CLASS II
 AE1231
 AE1231.The horizontal coordinates were scaled from a topographic map and have
 AE1231.an estimated accuracy of +/- 6 seconds.
 AE1231
 AE1231.The orthometric height was determined by differential leveling
 AE1231.and adjusted by the National Geodetic Survey in June 1991..
 AE1231
 AE1231.The geoid height was determined by GEOID03.
 AE1231
 AE1231.The dynamic height is computed by dividing the NAVD 88
 AE1231.geopotential number by the normal gravity value computed on the
 AE1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1231.degrees latitude (g = 980.6199 gals.).
 AE1231
 AE1231.The modeled gravity was interpolated from observed gravity values.
 AE1231
 AE1231;                    North         East    Units  Estimated Accuracy
 AE1231;SPC TX S     - 5,047,580.      328,870.      MT  (+/- 180 meters Scaled)
 AE1231
 AE1231                          SUPERSEDED SURVEY CONTROL
 AE1231
 AE1231.No superseded survey control is available for this station.
 AE1231
 AE1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP788865(NAD 83)
 AE1231_MARKER: I = METAL ROD
 AE1231_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1231_SP_SET: STAINLESS STEEL ROD
 AE1231_STAMPING: S 1421 1981
 AE1231_MARK LOGO: NGS   
 AE1231_PROJECTION: FLUSH
 AE1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1231_ROD/PIPE-DEPTH: 9.75 meters
 AE1231
 AE1231  HISTORY     - Date     Condition        Report By
 AE1231  HISTORY     - 1981     MONUMENTED       NGS
 AE1231
 AE1231                          STATION DESCRIPTION
 AE1231
 AE1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1231'5.3 KM (3.3 MI) EAST FROM HIDALGO.
 AE1231'5.3 KM (3.3 MI) EAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF FARM
 AE1231'ROAD 1926 (SPUR 115) AT HIDALGO, 1.0 KM (0.6 MI) EAST OF THE JUNCTION
 AE1231'OF FARM ROAD 2061 LEADING NORTH, AT A BROWN WOOD FRAME HOUSE,
 AE1231'16.4 METERS (53.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AE1231'29.9 METERS (98.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 AE1231'17.2 METERS (56.5 FT) WEST OF THE CENTER OF A PRIVATE DRIVE,
 AE1231'13.7 METERS (44.9 FT) EAST OF A TWO FOOT HIGH WOODEN POST, AND
 AE1231'1.3 METERS (4.3 FT) EAST OF A POWERLINE POLE WITH A TRANSFORMER.
 AE1231'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1107 ***********************************************************************
 AJ1107  DESIGNATION -  S 1422
 AJ1107  PID         -  AJ1107
 AJ1107  STATE/COUNTY-  TX/WEBB
 AJ1107  USGS QUAD   -  ORVIL (1980)
 AJ1107
 AJ1107                         *CURRENT SURVEY CONTROL
 AJ1107  ___________________________________________________________________
 AJ1107* NAD 83(1986)-  27 42 50.     (N)    099 26 59.     (W)     SCALED    
 AJ1107* NAVD 88     -       204.458  (meters)     670.79   (feet)  ADJUSTED  
 AJ1107  ___________________________________________________________________
 AJ1107  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AJ1107  DYNAMIC HT  -         204.137 (meters)     669.74  (feet)  COMP
 AJ1107  MODELED GRAV-     979,070.6   (mgal)                       NAVD 88
 AJ1107
 AJ1107  VERT ORDER  -  FIRST     CLASS II
 AJ1107
 AJ1107.The horizontal coordinates were scaled from a topographic map and have
 AJ1107.an estimated accuracy of +/- 6 seconds.
 AJ1107
 AJ1107.The orthometric height was determined by differential leveling
 AJ1107.and adjusted by the National Geodetic Survey in June 1991..
 AJ1107
 AJ1107.The geoid height was determined by GEOID03.
 AJ1107
 AJ1107.The dynamic height is computed by dividing the NAVD 88
 AJ1107.geopotential number by the normal gravity value computed on the
 AJ1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1107.degrees latitude (g = 980.6199 gals.).
 AJ1107
 AJ1107.The modeled gravity was interpolated from observed gravity values.
 AJ1107
 AJ1107;                    North         East    Units  Estimated Accuracy
 AJ1107;SPC TX S     - 5,227,170.      206,340.      MT  (+/- 180 meters Scaled)
 AJ1107
 AJ1107                          SUPERSEDED SURVEY CONTROL
 AJ1107
 AJ1107.No superseded survey control is available for this station.
 AJ1107
 AJ1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR556655(NAD 83)
 AJ1107_MARKER: DB = BENCH MARK DISK
 AJ1107_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ1107_SP_SET: HEADWALL
 AJ1107_STAMPING: S 1422 1982
 AJ1107_MARK LOGO: NGS   
 AJ1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1107+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1107
 AJ1107  HISTORY     - Date     Condition        Report By
 AJ1107  HISTORY     - 1982     MONUMENTED       NGS
 AJ1107  HISTORY     - 20020409 GOOD             USPSQD
 AJ1107
 AJ1107                          STATION DESCRIPTION
 AJ1107
 AJ1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1107'5.2 KM (3.25 MI) SOUTH FROM WEBB.
 AJ1107'5.2 KM (3.25 MI) SOUTH ALONG INTERSTATE 35 EAST FRONTAGE ROAD FROM THE
 AJ1107'JUNCTION OF U.S. HIGHWAY 83 AND I 35 OVERPASS BRIDGE, NEAR WEBB, SET
 AJ1107'IN TOP AND 15 CM (6 INCHES) SOUTHWEST OF THE NORTHEAST END OF A 27 FT
 AJ1107'TRIPLE BOX CULVERT HEADWALL, AND 5.1 METERS (16.6 FT) EAST NORTHEAST
 AJ1107'OF CENTER OF ROAD.
 AJ1107'THE MARK IS 0.30 M ABOVE ROAD.
 AJ1107
 AJ1107                          STATION RECOVERY (2002)
 AJ1107
 AJ1107'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0639 ***********************************************************************
 CC0639  DESIGNATION -  S 1426
 CC0639  PID         -  CC0639
 CC0639  STATE/COUNTY-  TX/PECOS
 CC0639  USGS QUAD   -  GIRVIN (1972)
 CC0639
 CC0639                         *CURRENT SURVEY CONTROL
 CC0639  ___________________________________________________________________
 CC0639* NAD 83(1986)-  31 00 12.     (N)    102 29 54.     (W)     SCALED    
 CC0639* NAVD 88     -       757.192  (meters)    2484.22   (feet)  ADJUSTED  
 CC0639  ___________________________________________________________________
 CC0639  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CC0639  DYNAMIC HT  -         756.113 (meters)    2480.68  (feet)  COMP
 CC0639  MODELED GRAV-     979,190.0   (mgal)                       NAVD 88
 CC0639
 CC0639  VERT ORDER  -  FIRST     CLASS II
 CC0639
 CC0639.The horizontal coordinates were scaled from a topographic map and have
 CC0639.an estimated accuracy of +/- 6 seconds.
 CC0639
 CC0639.The orthometric height was determined by differential leveling
 CC0639.and adjusted by the National Geodetic Survey in June 1991..
 CC0639
 CC0639.The geoid height was determined by GEOID03.
 CC0639
 CC0639.The dynamic height is computed by dividing the NAVD 88
 CC0639.geopotential number by the normal gravity value computed on the
 CC0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0639.degrees latitude (g = 980.6199 gals.).
 CC0639
 CC0639.The modeled gravity was interpolated from observed gravity values.
 CC0639
 CC0639;                    North         East    Units  Estimated Accuracy
 CC0639;SPC TX C     - 3,150,190.      493,280.      MT  (+/- 180 meters Scaled)
 CC0639
 CC0639                          SUPERSEDED SURVEY CONTROL
 CC0639
 CC0639.No superseded survey control is available for this station.
 CC0639
 CC0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ388326(NAD 83)
 CC0639_MARKER: I = METAL ROD
 CC0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0639_SP_SET: STAINLESS STEEL ROD
 CC0639_STAMPING: S 1426 1981
 CC0639_MARK LOGO: NGS   
 CC0639_PROJECTION: FLUSH
 CC0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0639_ROD/PIPE-DEPTH: 6.1  meters
 CC0639
 CC0639  HISTORY     - Date     Condition        Report By
 CC0639  HISTORY     - 1981     MONUMENTED       NGS
 CC0639
 CC0639                          STATION DESCRIPTION
 CC0639
 CC0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0639'12.5 KM (7.75 MI) SW FROM GIRVIN.
 CC0639'12.5 KM (7.75 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0639'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, 0.8 KM (0.5 MI) SOUTHWEST OF
 CC0639'A PAVED ROAD LEADING NORTH, 24.1 METERS (79.1 FT) SOUTH OF THE
 CC0639'SOUTHWEST END OF A BRIDGE GUARDRAIL AND 22.5 METERS (73.8 FT)
 CC0639'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CC0639'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0639'THE MARK IS 0.3 METERS  NNW FROM  A FENCE AND WITNESS POST
 CC0639'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0669 ***********************************************************************
 CC0669  DESIGNATION -  S 1427
 CC0669  PID         -  CC0669
 CC0669  STATE/COUNTY-  TX/UPTON
 CC0669  USGS QUAD   -  SQUARE TOP MOUNTAIN (1972)
 CC0669
 CC0669                         *CURRENT SURVEY CONTROL
 CC0669  ___________________________________________________________________
 CC0669* NAD 83(1986)-  31 09 04.     (N)    102 04 38.     (W)     SCALED    
 CC0669* NAVD 88     -       756.598  (meters)    2482.27   (feet)  ADJUSTED  
 CC0669  ___________________________________________________________________
 CC0669  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CC0669  DYNAMIC HT  -         755.508 (meters)    2478.70  (feet)  COMP
 CC0669  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 CC0669
 CC0669  VERT ORDER  -  FIRST     CLASS II
 CC0669
 CC0669.The horizontal coordinates were scaled from a topographic map and have
 CC0669.an estimated accuracy of +/- 6 seconds.
 CC0669
 CC0669.The orthometric height was determined by differential leveling
 CC0669.and adjusted by the National Geodetic Survey in June 1991..
 CC0669
 CC0669.The geoid height was determined by GEOID03.
 CC0669
 CC0669.The dynamic height is computed by dividing the NAVD 88
 CC0669.geopotential number by the normal gravity value computed on the
 CC0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0669.degrees latitude (g = 980.6199 gals.).
 CC0669
 CC0669.The modeled gravity was interpolated from observed gravity values.
 CC0669
 CC0669;                    North         East    Units  Estimated Accuracy
 CC0669;SPC TX C     - 3,165,860.      533,740.      MT  (+/- 180 meters Scaled)
 CC0669
 CC0669                          SUPERSEDED SURVEY CONTROL
 CC0669
 CC0669.No superseded survey control is available for this station.
 CC0669
 CC0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ786500(NAD 83)
 CC0669_MARKER: DB = BENCH MARK DISK
 CC0669_SETTING: 66 = SET IN ROCK OUTCROP
 CC0669_SP_SET: ROCK OUTCROP
 CC0669_STAMPING: S 1427 1981
 CC0669_MARK LOGO: NGS   
 CC0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0669+STABILITY: POSITION/ELEVATION WELL
 CC0669
 CC0669  HISTORY     - Date     Condition        Report By
 CC0669  HISTORY     - 1981     MONUMENTED       NGS
 CC0669
 CC0669                          STATION DESCRIPTION
 CC0669
 CC0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0669'14.1 KM (8.75 MI) NE FROM MCCAMEY.
 CC0669'14.1 KM (8.75 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CC0669'WITH U.S. HIGHWAY 385 AND FARM ROAD 305 IN MCCAMEY OR 15.5 KM (9.65
 CC0669'MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH STATE
 CC0669'HIGHWAY 349 IN RANKIN, IN A 3 BY 6 FT EXPOSED AREA OF OUTCROPPING
 CC0669'BEDROCK, 23.8 METERS (78.1 FT) EAST-SOUTHEAST OF A UTILITY POLE, 20.1
 CC0669'METERS (65.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 9.7 METERS
 CC0669'(31.8 FT) NORTH OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CC0669'RAILROAD.
 CC0669'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CC0669'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0687 ***********************************************************************
 CB0687  DESIGNATION -  S 1428
 CB0687  PID         -  CB0687
 CB0687  STATE/COUNTY-  TX/REAGAN
 CB0687  USGS QUAD   -  BEST (1970)
 CB0687
 CB0687                         *CURRENT SURVEY CONTROL
 CB0687  ___________________________________________________________________
 CB0687* NAD 83(1986)-  31 12 34.     (N)    101 33 02.     (W)     SCALED    
 CB0687* NAVD 88     -       830.916  (meters)    2726.10   (feet)  ADJUSTED  
 CB0687  ___________________________________________________________________
 CB0687  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0687  DYNAMIC HT  -         829.703 (meters)    2722.12  (feet)  COMP
 CB0687  MODELED GRAV-     979,153.5   (mgal)                       NAVD 88
 CB0687
 CB0687  VERT ORDER  -  FIRST     CLASS II
 CB0687
 CB0687.The horizontal coordinates were scaled from a topographic map and have
 CB0687.an estimated accuracy of +/- 6 seconds.
 CB0687
 CB0687.The orthometric height was determined by differential leveling
 CB0687.and adjusted by the National Geodetic Survey in June 1991..
 CB0687
 CB0687.The geoid height was determined by GEOID03.
 CB0687
 CB0687.The dynamic height is computed by dividing the NAVD 88
 CB0687.geopotential number by the normal gravity value computed on the
 CB0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0687.degrees latitude (g = 980.6199 gals.).
 CB0687
 CB0687.The modeled gravity was interpolated from observed gravity values.
 CB0687
 CB0687;                    North         East    Units  Estimated Accuracy
 CB0687;SPC TX C     - 3,171,660.      584,020.      MT  (+/- 180 meters Scaled)
 CB0687
 CB0687                          SUPERSEDED SURVEY CONTROL
 CB0687
 CB0687.No superseded survey control is available for this station.
 CB0687
 CB0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV570556(NAD 83)
 CB0687_MARKER: DB = BENCH MARK DISK
 CB0687_SETTING: 66 = SET IN ROCK OUTCROP
 CB0687_SP_SET: ROCK OUTCROP
 CB0687_STAMPING: S 1428 1981
 CB0687_MARK LOGO: NGS   
 CB0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0687+STABILITY: POSITION/ELEVATION WELL
 CB0687
 CB0687  HISTORY     - Date     Condition        Report By
 CB0687  HISTORY     - 1981     MONUMENTED       NGS
 CB0687
 CB0687                          STATION DESCRIPTION
 CB0687
 CB0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0687'8.1 KM (5.05 MI) WEST FROM BIG LAKE.
 CB0687'8.1 KM (5.05 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0687'STATE HIGHWAY 137 IN BIG LAKE, IN A 3 BY 3 FT EXPOSED AREA OF
 CB0687'OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) WEST OF A GRAVELED ROAD LEADING
 CB0687'SOUTH, 11.9 METERS (39.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 CB0687'HIGHWAY AND 6.3 METERS (20.7 FT) NORTH-NORTHEAST OF A FENCE.
 CB0687'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0745 ***********************************************************************
 CA0745  DESIGNATION -  S 1429
 CA0745  PID         -  CA0745
 CA0745  STATE/COUNTY-  TX/CONCHO
 CA0745  USGS QUAD   -  PASCHE (1970)
 CA0745
 CA0745                         *CURRENT SURVEY CONTROL
 CA0745  ___________________________________________________________________
 CA0745* NAD 83(1986)-  31 13 51.     (N)    099 39 21.     (W)     SCALED    
 CA0745* NAVD 88     -       576.637  (meters)    1891.85   (feet)  ADJUSTED  
 CA0745  ___________________________________________________________________
 CA0745  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CA0745  DYNAMIC HT  -         575.847 (meters)    1889.26  (feet)  COMP
 CA0745  MODELED GRAV-     979,252.6   (mgal)                       NAVD 88
 CA0745
 CA0745  VERT ORDER  -  FIRST     CLASS II
 CA0745
 CA0745.The horizontal coordinates were scaled from a topographic map and have
 CA0745.an estimated accuracy of +/- 6 seconds.
 CA0745
 CA0745.The orthometric height was determined by differential leveling
 CA0745.and adjusted by the National Geodetic Survey in June 1991..
 CA0745
 CA0745.The geoid height was determined by GEOID03.
 CA0745
 CA0745.The dynamic height is computed by dividing the NAVD 88
 CA0745.geopotential number by the normal gravity value computed on the
 CA0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0745.degrees latitude (g = 980.6199 gals.).
 CA0745
 CA0745.The modeled gravity was interpolated from observed gravity values.
 CA0745
 CA0745;                    North         East    Units  Estimated Accuracy
 CA0745;SPC TX C     - 3,173,590.      764,540.      MT  (+/- 180 meters Scaled)
 CA0745
 CA0745                          SUPERSEDED SURVEY CONTROL
 CA0745
 CA0745.No superseded survey control is available for this station.
 CA0745
 CA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV375553(NAD 83)
 CA0745_MARKER: DB = BENCH MARK DISK
 CA0745_SETTING: 66 = SET IN ROCK OUTCROP
 CA0745_SP_SET: ROCK OUTCROP
 CA0745_STAMPING: S 1429 1981
 CA0745_MARK LOGO: NGS   
 CA0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0745+STABILITY: POSITION/ELEVATION WELL
 CA0745
 CA0745  HISTORY     - Date     Condition        Report By
 CA0745  HISTORY     - 1981     MONUMENTED       NGS
 CA0745  HISTORY     - 19990219 GOOD             USPSQD
 CA0745  HISTORY     - 19991231 GOOD             USPSQD
 CA0745  HISTORY     - 20010219 GOOD             USPSQD
 CA0745
 CA0745                          STATION DESCRIPTION
 CA0745
 CA0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0745'18.4 KM (11.45 MI) SE FROM EDEN.
 CA0745'18.4 KM (11.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CA0745'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, AT A POWERLINE CROSSING, IN TOP
 CA0745'OF A 4 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 26.4 METERS (86.6
 CA0745'FT) EAST OF THE SOUTHEAST END OF A MULTI-BOX CULVERT, 15.8 METERS
 CA0745'(51.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 7.0 METERS (23.0
 CA0745'FT) SOUTH-SOUTHEAST OF A UTILITY POLE.
 CA0745'THE MARK IS 5.9 METERS  S FROM  A WITNESS POST AND FENCE
 CA0745'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 CA0745
 CA0745                          STATION RECOVERY (1999)
 CA0745
 CA0745'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0745'RECOVERED IN GOOD CONDITION.
 CA0745
 CA0745                          STATION RECOVERY (1999)
 CA0745
 CA0745'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0745'RECOVERED IN GOOD CONDITION.
 CA0745
 CA0745                          STATION RECOVERY (2001)
 CA0745
 CA0745'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0212 ***********************************************************************
 CV0212  DESIGNATION -  S 143
 CV0212  PID         -  CV0212
 CV0212  STATE/COUNTY-  TX/GAINES
 CV0212  USGS QUAD   -  SEMINOLE SW (1969)
 CV0212
 CV0212                         *CURRENT SURVEY CONTROL
 CV0212  ___________________________________________________________________
 CV0212* NAD 83(1986)-  32 34 03.     (N)    102 37 43.     (W)     SCALED    
 CV0212* NAVD 88     -       979.451  (meters)    3213.42   (feet)  POSTED    
 CV0212  ___________________________________________________________________
 CV0212  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CV0212  DYNAMIC HT  -         978.110 (meters)    3209.02  (feet)  COMP
 CV0212  MODELED GRAV-     979,240.2   (mgal)                       NAVD 88
 CV0212
 CV0212  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0212
 CV0212.The horizontal coordinates were scaled from a topographic map and have
 CV0212.an estimated accuracy of +/- 6 seconds.
 CV0212
 CV0212.The orthometric height was determined by differential leveling
 CV0212.and adjusted by the National Geodetic Survey in 1992..
 CV0212.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0212.rate of 3.1 thru 4.0 mm/km.
 CV0212
 CV0212.The geoid height was determined by GEOID03.
 CV0212
 CV0212.The dynamic height is computed by dividing the NAVD 88
 CV0212.geopotential number by the normal gravity value computed on the
 CV0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0212.degrees latitude (g = 980.6199 gals.).
 CV0212
 CV0212.The modeled gravity was interpolated from observed gravity values.
 CV0212
 CV0212;                    North         East    Units  Estimated Accuracy
 CV0212;SPC TXNC     - 2,107,510.      212,430.      MT  (+/- 180 meters Scaled)
 CV0212
 CV0212                          SUPERSEDED SURVEY CONTROL
 CV0212
 CV0212  NGVD 29 (??/??/92)  979.100  (m)         3212.26   (f) ADJ UNCH    1 2
 CV0212
 CV0212.Superseded values are not recommended for survey control.
 CV0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0212.See file dsdata.txt to determine how the superseded data were derived.
 CV0212
 CV0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS226058(NAD 83)
 CV0212_MARKER: DB = BENCH MARK DISK
 CV0212_SETTING: 0 = UNSPECIFIED SETTING
 CV0212_STAMPING: S 143 1934
 CV0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0212
 CV0212  HISTORY     - Date     Condition        Report By
 CV0212  HISTORY     - 1934     MONUMENTED       CGS
 CV0212  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0212
 CV0212                          STATION DESCRIPTION
 CV0212
 CV0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0212'10.6 MI S FROM SEMINOLE.
 CV0212'10.6 MI. S. ALONG STATE HWY NO. 137 FROM COURTHOUSE ON THE RIGHT OF
 CV0212'WAY OF STATE HWY NO. 137, 120 FEET N.E. OF FARM HOUSE OWNED BY J.C.
 CV0212'SIMMONS.  49 FEET N.E. OF CENTER LINE OF ROAD, 44 YDS S.E. OF GATE IN
 CV0212'RIGHT OF WAY FENCE, AND 1 FOOT N.W. OF RIGHT OF WAY FENCE.
 CV0212
 CV0212                          STATION RECOVERY (1969)
 CV0212
 CV0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0792 ***********************************************************************
 CB0792  DESIGNATION -  S 1430
 CB0792  PID         -  CB0792
 CB0792  STATE/COUNTY-  TX/CONCHO
 CB0792  USGS QUAD   -  VICK (1984)
 CB0792
 CB0792                         *CURRENT SURVEY CONTROL
 CB0792  ___________________________________________________________________
 CB0792* NAD 83(1986)-  31 16 13.     (N)    100 01 33.     (W)     SCALED    
 CB0792* NAVD 88     -       583.241  (meters)    1913.52   (feet)  ADJUSTED  
 CB0792  ___________________________________________________________________
 CB0792  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CB0792  DYNAMIC HT  -         582.439 (meters)    1910.89  (feet)  COMP
 CB0792  MODELED GRAV-     979,245.4   (mgal)                       NAVD 88
 CB0792
 CB0792  VERT ORDER  -  FIRST     CLASS II
 CB0792
 CB0792.The horizontal coordinates were scaled from a topographic map and have
 CB0792.an estimated accuracy of +/- 6 seconds.
 CB0792
 CB0792.The orthometric height was determined by differential leveling
 CB0792.and adjusted by the National Geodetic Survey in June 1991..
 CB0792
 CB0792.The geoid height was determined by GEOID03.
 CB0792
 CB0792.The dynamic height is computed by dividing the NAVD 88
 CB0792.geopotential number by the normal gravity value computed on the
 CB0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0792.degrees latitude (g = 980.6199 gals.).
 CB0792
 CB0792.The modeled gravity was interpolated from observed gravity values.
 CB0792
 CB0792;                    North         East    Units  Estimated Accuracy
 CB0792;SPC TX C     - 3,177,810.      729,280.      MT  (+/- 180 meters Scaled)
 CB0792
 CB0792                          SUPERSEDED SURVEY CONTROL
 CB0792
 CB0792.No superseded survey control is available for this station.
 CB0792
 CB0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV023600(NAD 83)
 CB0792_MARKER: I = METAL ROD
 CB0792_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0792+WITH SETTING: INFORMATION.
 CB0792_SP_SET: SHALLOW SET METAL ROD
 CB0792_STAMPING: S 1430 1981
 CB0792_MARK LOGO: NGS   
 CB0792_PROJECTION: FLUSH
 CB0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0792_ROD/PIPE-DEPTH: 2.1  meters
 CB0792
 CB0792  HISTORY     - Date     Condition        Report By
 CB0792  HISTORY     - 1981     MONUMENTED       NGS
 CB0792  HISTORY     - 19991231 POOR             USPSQD
 CB0792
 CB0792                          STATION DESCRIPTION
 CB0792
 CB0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0792'20.0 KM (12.4 MI) NW FROM EDEN.
 CB0792'20.0 KM (12.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CB0792'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN AND 35.5 METERS (116.5 FT)
 CB0792'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CB0792'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0792'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 CB0792'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CB0792
 CB0792                          STATION RECOVERY (1999)
 CB0792
 CB0792'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0792'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0766 ***********************************************************************
 CB0766  DESIGNATION -  S 1431
 CB0766  PID         -  CB0766
 CB0766  STATE/COUNTY-  TX/TOM GREEN
 CB0766  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0766
 CB0766                         *CURRENT SURVEY CONTROL
 CB0766  ___________________________________________________________________
 CB0766* NAD 83(1986)-  31 27 32.     (N)    100 26 05.     (W)     SCALED    
 CB0766* NAVD 88     -       560.014  (meters)    1837.31   (feet)  ADJUSTED  
 CB0766  ___________________________________________________________________
 CB0766  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CB0766  DYNAMIC HT  -         559.249 (meters)    1834.80  (feet)  COMP
 CB0766  MODELED GRAV-     979,256.3   (mgal)                       NAVD 88
 CB0766
 CB0766  VERT ORDER  -  FIRST     CLASS II
 CB0766
 CB0766.The horizontal coordinates were scaled from a topographic map and have
 CB0766.an estimated accuracy of +/- 6 seconds.
 CB0766
 CB0766.The orthometric height was determined by differential leveling
 CB0766.and adjusted by the National Geodetic Survey in June 1991..
 CB0766
 CB0766.The geoid height was determined by GEOID03.
 CB0766
 CB0766.The dynamic height is computed by dividing the NAVD 88
 CB0766.geopotential number by the normal gravity value computed on the
 CB0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0766.degrees latitude (g = 980.6199 gals.).
 CB0766
 CB0766.The modeled gravity was interpolated from observed gravity values.
 CB0766
 CB0766;                    North         East    Units  Estimated Accuracy
 CB0766;SPC TX C     - 3,198,680.      690,360.      MT  (+/- 180 meters Scaled)
 CB0766
 CB0766                          SUPERSEDED SURVEY CONTROL
 CB0766
 CB0766.No superseded survey control is available for this station.
 CB0766
 CB0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV636813(NAD 83)
 CB0766_MARKER: DB = BENCH MARK DISK
 CB0766_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0766_SP_SET: ABUTMENT
 CB0766_STAMPING: S 1431 1981
 CB0766_MARK LOGO: NGS   
 CB0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0766+STABILITY: POSITION/ELEVATION WELL
 CB0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0766+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 CB0766
 CB0766  HISTORY     - Date     Condition        Report By
 CB0766  HISTORY     - 1981     MONUMENTED       NGS
 CB0766  HISTORY     - 20031127 GOOD             USPSQD
 CB0766  HISTORY     - 20050728 GOOD             USPSQD
 CB0766
 CB0766                          STATION DESCRIPTION
 CB0766
 CB0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0766'IN SAN ANGELO.
 CB0766'IN SAN ANGELO, AT THE CHADBOURNE STREET BRIDGE OVER THE NORTH CONCHO
 CB0766'RIVER, IN TOP OF THE EAST END OF THE NORTH ABUTMENT AND 9.6 METERS
 CB0766'(31.5 FT) EAST OF THE CENTERLINE OF THE STREET.
 CB0766'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CB0766
 CB0766                          STATION RECOVERY (2003)
 CB0766
 CB0766'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0766'RECOVERED IN GOOD CONDITION.
 CB0766
 CB0766                          STATION RECOVERY (2005)
 CB0766
 CB0766'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CB0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0505 ***********************************************************************
 AZ0505  DESIGNATION -  S 1432
 AZ0505  PID         -  AZ0505
 AZ0505  STATE/COUNTY-  TX/KINNEY
 AZ0505  USGS QUAD   -  ODLAW (1974)
 AZ0505
 AZ0505                         *CURRENT SURVEY CONTROL
 AZ0505  ___________________________________________________________________
 AZ0505* NAD 83(1986)-  29 14 34.     (N)    100 10 55.     (W)     SCALED    
 AZ0505* NAVD 88     -       341.215  (meters)    1119.47   (feet)  ADJUSTED  
 AZ0505  ___________________________________________________________________
 AZ0505  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0505  DYNAMIC HT  -         340.718 (meters)    1117.84  (feet)  COMP
 AZ0505  MODELED GRAV-     979,177.8   (mgal)                       NAVD 88
 AZ0505
 AZ0505  VERT ORDER  -  FIRST     CLASS II
 AZ0505
 AZ0505.The horizontal coordinates were scaled from a topographic map and have
 AZ0505.an estimated accuracy of +/- 6 seconds.
 AZ0505
 AZ0505.The orthometric height was determined by differential leveling
 AZ0505.and adjusted by the National Geodetic Survey in June 1991..
 AZ0505
 AZ0505.The geoid height was determined by GEOID03.
 AZ0505
 AZ0505.The dynamic height is computed by dividing the NAVD 88
 AZ0505.geopotential number by the normal gravity value computed on the
 AZ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0505.degrees latitude (g = 980.6199 gals.).
 AZ0505
 AZ0505.The modeled gravity was interpolated from observed gravity values.
 AZ0505
 AZ0505;                    North         East    Units  Estimated Accuracy
 AZ0505;SPC TXSC     - 4,156,780.      485,120.      MT  (+/- 180 meters Scaled)
 AZ0505
 AZ0505                          SUPERSEDED SURVEY CONTROL
 AZ0505
 AZ0505.No superseded survey control is available for this station.
 AZ0505
 AZ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT851354(NAD 83)
 AZ0505_MARKER: DB = BENCH MARK DISK
 AZ0505_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0505_SP_SET: ROCK OUTCROP
 AZ0505_STAMPING: S 1432 1982
 AZ0505_MARK LOGO: NGS   
 AZ0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0505+STABILITY: POSITION/ELEVATION WELL
 AZ0505
 AZ0505  HISTORY     - Date     Condition        Report By
 AZ0505  HISTORY     - 1982     MONUMENTED       NGS
 AZ0505
 AZ0505                          STATION DESCRIPTION
 AZ0505
 AZ0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0505'28.1 KM (17.4 MI) ENE FROM SPOFFORD.
 AZ0505'26.3 KM (16.3 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM THE
 AZ0505'JUNCTION OF STATE ROUTE 131 IN SPOFFORD, THENCE 1.8 KM (1.1 MI) EAST
 AZ0505'SOUTHEAST ALONG U.S. HIGHWAY 90, AT A LOW CUT BANK AND LONE 20 INCH
 AZ0505'OAK TREE ON HIGHWAY RIGHT OF WAY, SET IN TOP AND CENTER OF A 3 BY 3 FT
 AZ0505'FLAT OUTCROP OF ROCK, 20.7 METERS (68.0 FT) NORTHEAST OF CENTER OF
 AZ0505'ROAD, 66.5 METERS (218.0 FT) NORTHWEST OF A 51 CM (20 INCH) OAK TREE,
 AZ0505'AND 1.8 METERS (6.0 FT) SOUTH SOUTHWEST OF A FENCE LINE.
 AZ0505'THE MARK IS 1.7 METERS  SSW FROM A WITNESS POST.
 AZ0505'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0520 ***********************************************************************
 AZ0520  DESIGNATION -  S 1433
 AZ0520  PID         -  AZ0520
 AZ0520  STATE/COUNTY-  TX/KINNEY
 AZ0520  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0520
 AZ0520                         *CURRENT SURVEY CONTROL
 AZ0520  ___________________________________________________________________
 AZ0520* NAD 83(1986)-  29 06 37.     (N)    100 27 21.     (W)     SCALED    
 AZ0520* NAVD 88     -       289.944  (meters)     951.26   (feet)  ADJUSTED  
 AZ0520  ___________________________________________________________________
 AZ0520  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0520  DYNAMIC HT  -         289.519 (meters)     949.86  (feet)  COMP
 AZ0520  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 AZ0520
 AZ0520  VERT ORDER  -  FIRST     CLASS II
 AZ0520
 AZ0520.The horizontal coordinates were scaled from a topographic map and have
 AZ0520.an estimated accuracy of +/- 6 seconds.
 AZ0520
 AZ0520.The orthometric height was determined by differential leveling
 AZ0520.and adjusted by the National Geodetic Survey in June 1991..
 AZ0520
 AZ0520.The geoid height was determined by GEOID03.
 AZ0520
 AZ0520.The dynamic height is computed by dividing the NAVD 88
 AZ0520.geopotential number by the normal gravity value computed on the
 AZ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0520.degrees latitude (g = 980.6199 gals.).
 AZ0520
 AZ0520.The modeled gravity was interpolated from observed gravity values.
 AZ0520
 AZ0520;                    North         East    Units  Estimated Accuracy
 AZ0520;SPC TXSC     - 4,142,400.      458,320.      MT  (+/- 180 meters Scaled)
 AZ0520
 AZ0520                          SUPERSEDED SURVEY CONTROL
 AZ0520
 AZ0520.No superseded survey control is available for this station.
 AZ0520
 AZ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT583210(NAD 83)
 AZ0520_MARKER: I = METAL ROD
 AZ0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0520_SP_SET: STAINLESS STEEL ROD
 AZ0520_STAMPING: S 1433 1982
 AZ0520_MARK LOGO: NGS   
 AZ0520_PROJECTION: FLUSH
 AZ0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0520_ROD/PIPE-DEPTH: 7.3  meters
 AZ0520
 AZ0520  HISTORY     - Date     Condition        Report By
 AZ0520  HISTORY     - 1982     MONUMENTED       NGS
 AZ0520  HISTORY     - 19960223 GOOD             USPSQD
 AZ0520
 AZ0520                          STATION DESCRIPTION
 AZ0520
 AZ0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0520'8.5 KM (5.3 MI) SSW FROM SPOFFORD.
 AZ0520'8.5 KM (5.3 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AZ0520'JUNCTION OF FARM ROAD 1572 IN SPOFFORD AT A PASTURE ROAD LEADING WEST
 AZ0520'SOUTHWEST, 27.1 METERS (89.0 FT) NORTHWEST OF CENTERLINE OF THE
 AZ0520'HIGHWAY, AND 4.0 METERS (13.0 FT) NORTHEAST OF CENTERLINE OF A WOODEN
 AZ0520'GATE AND RANCH PASTURE ROAD LEADING WEST SOUTHWEST.
 AZ0520'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AZ0520'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AZ0520
 AZ0520                          STATION RECOVERY (1996)
 AZ0520
 AZ0520'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1622 ***********************************************************************
 AY1622  DESIGNATION -  S 1434
 AY1622  PID         -  AY1622
 AY1622  STATE/COUNTY-  TX/MEDINA
 AY1622  USGS QUAD   -  CASTROVILLE (1982)
 AY1622
 AY1622                         *CURRENT SURVEY CONTROL
 AY1622  ___________________________________________________________________
 AY1622* NAD 83(1986)-  29 20 56.     (N)    098 57 03.     (W)     SCALED    
 AY1622* NAVD 88     -       288.412  (meters)     946.23   (feet)  ADJUSTED  
 AY1622  ___________________________________________________________________
 AY1622  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AY1622  DYNAMIC HT  -         287.994 (meters)     944.86  (feet)  COMP
 AY1622  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 AY1622
 AY1622  VERT ORDER  -  FIRST     CLASS II
 AY1622
 AY1622.The horizontal coordinates were scaled from a topographic map and have
 AY1622.an estimated accuracy of +/- 6 seconds.
 AY1622
 AY1622.The orthometric height was determined by differential leveling
 AY1622.and adjusted by the National Geodetic Survey in June 1991..
 AY1622
 AY1622.The geoid height was determined by GEOID03.
 AY1622
 AY1622.The dynamic height is computed by dividing the NAVD 88
 AY1622.geopotential number by the normal gravity value computed on the
 AY1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1622.degrees latitude (g = 980.6199 gals.).
 AY1622
 AY1622.The modeled gravity was interpolated from observed gravity values.
 AY1622
 AY1622;                    North         East    Units  Estimated Accuracy
 AY1622;SPC TXSC     - 4,167,970.      604,770.      MT  (+/- 180 meters Scaled)
 AY1622
 AY1622                          SUPERSEDED SURVEY CONTROL
 AY1622
 AY1622.No superseded survey control is available for this station.
 AY1622
 AY1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT047466(NAD 83)
 AY1622_MARKER: I = METAL ROD
 AY1622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1622_SP_SET: STAINLESS STEEL ROD
 AY1622_STAMPING: S 1434 1982
 AY1622_MARK LOGO: NGS   
 AY1622_PROJECTION: FLUSH
 AY1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1622_ROD/PIPE-DEPTH: 3.2  meters
 AY1622
 AY1622  HISTORY     - Date     Condition        Report By
 AY1622  HISTORY     - 1982     MONUMENTED       NGS
 AY1622  HISTORY     - 20020913 GOOD             USPSQD
 AY1622  HISTORY     - 20050521 GOOD             USPSQD
 AY1622
 AY1622                          STATION DESCRIPTION
 AY1622
 AY1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1622'8.1 KM (5.05 MI) WEST FROM CASTROVILLE.
 AY1622'8.1 KM (5.05 MI) WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1622'ROAD 471 NORTH IN CASTROVILLE, AT A FIELD ROAD LEADING NORTH,
 AY1622'15.8 METERS (51.8 FT) NORTH OF CENTERLINE OF HIGHWAY, 0.30 METERS
 AY1622'(1.0 FT) SOUTH OF A FENCE LINE, AND 7.6 METERS (25.0 FT) WEST OF A
 AY1622'FIELD ROAD AND METAL GATE.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1622'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AY1622'THE MARK IS 0.30 M BELOW HIGHWAY.
 AY1622
 AY1622                          STATION RECOVERY (2002)
 AY1622
 AY1622'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1622'RECOVERED IN GOOD CONDITION.
 AY1622
 AY1622                          STATION RECOVERY (2005)
 AY1622
 AY1622'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY1622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1211 ***********************************************************************
 AB1211  DESIGNATION -  S 1435
 AB1211  PID         -  AB1211
 AB1211  STATE/COUNTY-  TX/CAMERON
 AB1211  USGS QUAD   -  LOS FRESNOS (1983)
 AB1211
 AB1211                         *CURRENT SURVEY CONTROL
 AB1211  ___________________________________________________________________
 AB1211* NAD 83(1986)-  26 03 55.     (N)    097 22 58.     (W)     SCALED    
 AB1211* NAVD 88     -         2.955  (meters)       9.69   (feet)  ADJUSTED  
 AB1211  ___________________________________________________________________
 AB1211  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AB1211  DYNAMIC HT  -           2.951 (meters)       9.68  (feet)  COMP
 AB1211  MODELED GRAV-     979,051.8   (mgal)                       NAVD 88
 AB1211
 AB1211  VERT ORDER  -  FIRST     CLASS II
 AB1211
 AB1211.The horizontal coordinates were scaled from a topographic map and have
 AB1211.an estimated accuracy of +/- 6 seconds.
 AB1211
 AB1211.The orthometric height was determined by differential leveling
 AB1211.and adjusted by the National Geodetic Survey in June 1991..
 AB1211
 AB1211.The geoid height was determined by GEOID03.
 AB1211
 AB1211.The dynamic height is computed by dividing the NAVD 88
 AB1211.geopotential number by the normal gravity value computed on the
 AB1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1211.degrees latitude (g = 980.6199 gals.).
 AB1211
 AB1211.The modeled gravity was interpolated from observed gravity values.
 AB1211
 AB1211;                    North         East    Units  Estimated Accuracy
 AB1211;SPC TX S     - 5,044,660.      411,790.      MT  (+/- 180 meters Scaled)
 AB1211
 AB1211                          SUPERSEDED SURVEY CONTROL
 AB1211
 AB1211.No superseded survey control is available for this station.
 AB1211
 AB1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP617839(NAD 83)
 AB1211_MARKER: I = METAL ROD
 AB1211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1211_SP_SET: STAINLESS STEEL ROD
 AB1211_STAMPING: S 1435 1982
 AB1211_MARK LOGO: NGS   
 AB1211_PROJECTION: FLUSH
 AB1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1211_ROD/PIPE-DEPTH: 9.7  meters
 AB1211
 AB1211  HISTORY     - Date     Condition        Report By
 AB1211  HISTORY     - 1982     MONUMENTED       NGS
 AB1211  HISTORY     - 19910306 GOOD             USPSQD
 AB1211  HISTORY     - 19930210 POOR             USPSQD
 AB1211
 AB1211                          STATION DESCRIPTION
 AB1211
 AB1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1211'20.0 KM (12.45 MI) WEST FROM PORT ISABEL.
 AB1211'20.1 KM (12.45 MI) WEST ALONG STATE HIGHWAY 100 FROM THE OLD PORT
 AB1211'ISABEL LIGHTHOUSE IN PORT ISABEL AT THE JUNCTION OF THE OLD PORT
 AB1211'ISABEL ROAD LEADING SOUTHWEST, SET AT THE NORTHEAST CORNER OF A CHAIN
 AB1211'LINK FENCE, 0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77
 AB1211'FROM THE POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTH
 AB1211'EAST ALONG STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM
 AB1211'(0.7 MI) NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE
 AB1211'4.0 KM (2.5 MI) NORTH ALONG ROBINDALE ROAD, THENCE 14.2 KM (8.85 MI)
 AB1211'NORTH NORTHEAST ALONG OLD PORT ISABEL ROAD AT THE JUNCTION OF STATE
 AB1211'HIGHWAY 100, 53.3 METERS (175.0 FT) SOUTH OF THE CENTER OF STATE
 AB1211'HIGHWAY 100, 10.6 METERS (35.0 FT) WEST OF THE CENTER OF OLD PORT
 AB1211'ISABEL ROAD, 1.2 METERS (4.0 FT) WEST NORTHWEST OF A CHAIN LINK CORNER
 AB1211'FENCE POST, AND 4.6 METERS (15.5 FT) SOUTH SOUTHEAST OF A HIGHWAY
 AB1211'RIGHT-OF-WAY POST.
 AB1211'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 AB1211'THE MARK IS ABOVE LEVEL WITH OLD PORT ISABEL ROAD.
 AB1211
 AB1211                          STATION RECOVERY (1991)
 AB1211
 AB1211'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1211'RECOVERED IN GOOD CONDITION.
 AB1211
 AB1211                          STATION RECOVERY (1993)
 AB1211
 AB1211'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1211'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0536 ***********************************************************************
 AZ0536  DESIGNATION -  S 1436
 AZ0536  PID         -  AZ0536
 AZ0536  STATE/COUNTY-  TX/KINNEY
 AZ0536  USGS QUAD   -  MUD CREEK SOUTH (1978)
 AZ0536
 AZ0536                         *CURRENT SURVEY CONTROL
 AZ0536  ___________________________________________________________________
 AZ0536* NAD 83(1986)-  29 22 18.     (N)    100 39 30.     (W)     SCALED    
 AZ0536* NAVD 88     -       328.719  (meters)    1078.47   (feet)  ADJUSTED  
 AZ0536  ___________________________________________________________________
 AZ0536  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0536  DYNAMIC HT  -         328.236 (meters)    1076.89  (feet)  COMP
 AZ0536  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 AZ0536
 AZ0536  VERT ORDER  -  FIRST     CLASS II
 AZ0536
 AZ0536.The horizontal coordinates were scaled from a topographic map and have
 AZ0536.an estimated accuracy of +/- 6 seconds.
 AZ0536
 AZ0536.The orthometric height was determined by differential leveling
 AZ0536.and adjusted by the National Geodetic Survey in June 1991..
 AZ0536
 AZ0536.The geoid height was determined by GEOID03.
 AZ0536
 AZ0536.The dynamic height is computed by dividing the NAVD 88
 AZ0536.geopotential number by the normal gravity value computed on the
 AZ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0536.degrees latitude (g = 980.6199 gals.).
 AZ0536
 AZ0536.The modeled gravity was interpolated from observed gravity values.
 AZ0536
 AZ0536;                    North         East    Units  Estimated Accuracy
 AZ0536;SPC TXSC     - 4,171,630.      439,020.      MT  (+/- 180 meters Scaled)
 AZ0536
 AZ0536                          SUPERSEDED SURVEY CONTROL
 AZ0536
 AZ0536.No superseded survey control is available for this station.
 AZ0536
 AZ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT390503(NAD 83)
 AZ0536_MARKER: I = METAL ROD
 AZ0536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0536_SP_SET: STAINLESS STEEL ROD
 AZ0536_STAMPING: S 1436 1982
 AZ0536_MARK LOGO: NGS   
 AZ0536_PROJECTION: FLUSH
 AZ0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0536_ROD/PIPE-DEPTH: 2.0  meters
 AZ0536
 AZ0536  HISTORY     - Date     Condition        Report By
 AZ0536  HISTORY     - 1982     MONUMENTED       NGS
 AZ0536  HISTORY     - 19960524 GOOD             USPSQD
 AZ0536
 AZ0536                          STATION DESCRIPTION
 AZ0536
 AZ0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0536'27.3 KM (17.0 MI) EAST FROM DEL RIO.
 AZ0536'2.2 KM (1.4 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 90 AND 277 (AVENUE
 AZ0536'F STREET) FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF U.S.
 AZ0536'HIGHWAY 90 EAST (GIBBS STREET), THENCE 25.1 KM (15.6 MI) EAST ALONG
 AZ0536'U.S. HIGHWAY 90, AT A POINT 0.3 KM (0.2 MI) SOUTHEAST OF A CURVE TO
 AZ0536'THE LEFT IN THE HIGHWAY, 0.3 KM (0.2 MI) SOUTHEAST OF THE SOUTHERN
 AZ0536'PACIFIC RAILROAD MILEPOST, 21.8 METERS (71.5 FT) SOUTH-SOUTHWEST OF
 AZ0536'THE CENTERLINE OF THE HIGHWAY 90, 11.1 METERS (36.5 FT)
 AZ0536'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF THE RAILROAD TRACKS,
 AZ0536'4.2 METERS (14.0 FT) NORTH-NORTHWEST OF A TELEPHONE POLE, 1.2 METERS
 AZ0536'(4.0 FT) EAST-SOUTHEAST OF A TELEPHONE POLE, 7.25 METERS (23.8 FT)
 AZ0536'EAST-SOUTHEAST OF BENCH MARK U 1099.
 AZ0536'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 AZ0536'THE MARK IS ABOVE LEVEL WITH HIGHWAY 90.
 AZ0536
 AZ0536                          STATION RECOVERY (1996)
 AZ0536
 AZ0536'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1669 ***********************************************************************
 AY1669  DESIGNATION -  S 1437
 AY1669  PID         -  AY1669
 AY1669  STATE/COUNTY-  TX/BEXAR
 AY1669  USGS QUAD   -  VAN RAUB (1991)
 AY1669
 AY1669                         *CURRENT SURVEY CONTROL
 AY1669  ___________________________________________________________________
 AY1669* NAD 83(1986)-  29 41 36.     (N)    098 38 49.     (W)     SCALED    
 AY1669* NAVD 88     -       370.507  (meters)    1215.57   (feet)  ADJUSTED  
 AY1669  ___________________________________________________________________
 AY1669  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AY1669  DYNAMIC HT  -         369.967 (meters)    1213.80  (feet)  COMP
 AY1669  MODELED GRAV-     979,174.1   (mgal)                       NAVD 88
 AY1669
 AY1669  VERT ORDER  -  FIRST     CLASS II
 AY1669
 AY1669.The horizontal coordinates were scaled from a topographic map and have
 AY1669.an estimated accuracy of +/- 6 seconds.
 AY1669
 AY1669.The orthometric height was determined by differential leveling
 AY1669.and adjusted by the National Geodetic Survey in June 1991..
 AY1669
 AY1669.The geoid height was determined by GEOID03.
 AY1669
 AY1669.The dynamic height is computed by dividing the NAVD 88
 AY1669.geopotential number by the normal gravity value computed on the
 AY1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1669.degrees latitude (g = 980.6199 gals.).
 AY1669
 AY1669.The modeled gravity was interpolated from observed gravity values.
 AY1669
 AY1669;                    North         East    Units  Estimated Accuracy
 AY1669;SPC TXSC     - 4,206,190.      634,170.      MT  (+/- 180 meters Scaled)
 AY1669
 AY1669                          SUPERSEDED SURVEY CONTROL
 AY1669
 AY1669.No superseded survey control is available for this station.
 AY1669
 AY1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT341848(NAD 83)
 AY1669_MARKER: DB = BENCH MARK DISK
 AY1669_SETTING: 66 = SET IN ROCK OUTCROP
 AY1669_SP_SET: ROCK OUTCROP
 AY1669_STAMPING: S 1437 1982
 AY1669_MARK LOGO: NGS   
 AY1669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1669+STABILITY: POSITION/ELEVATION WELL
 AY1669
 AY1669  HISTORY     - Date     Condition        Report By
 AY1669  HISTORY     - 1982     MONUMENTED       NGS
 AY1669  HISTORY     - 1990     GOOD             USPSQD
 AY1669
 AY1669                          STATION DESCRIPTION
 AY1669
 AY1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1669'13.9 KM (8.65 MI) SE FROM BOERNE.
 AY1669'2.6 KM (1.65 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1669'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 11.3 KM
 AY1669'(7.0 MI) SOUTHEAST ALONG THE EAST FRONTAGE ROAD, AT A POINT 74 METERS
 AY1669'(243.0 FT) NORTH OF HIGHWAY MILE POST 549, 121.9 METERS (400.0 FT)
 AY1669'NORTH NORTHWEST OF THE EAST NORTHEAST END OF A CONCRETE CULVERT UNDER
 AY1669'THE EAST FRONTAGE ROAD, 0.2 KM (0.15 MI) SOUTH SOUTHEAST OF A FIVE
 AY1669'CHANNEL CULVERT UNDER THE EAST FRONTAGE ROAD, THE DISK IS SET IN A
 AY1669'FLAT AREA OF BEDROCK ABOUT 0.6 METER (2.0 FT) LOWER THAN FRONTAGE
 AY1669'ROAD, 10.9 METERS (36.0 FT) EAST NORTHEAST OF THE CENTERLINE OF
 AY1669'FRONTAGE ROAD, 4.2 METERS (14.0 FT) WEST SOUTHWEST OF THE EAST
 AY1669'NORTHEAST RIGHT OF WAY FENCE LINE (FIVE WIRE WITH STEEL T BAR FENCE
 AY1669'POSTS), 22.5 METERS (74.0 FT) SOUTH SOUTHEAST OF A CAUTION GAS
 AY1669'PIPELINE POST AND SIGN, 14.0 METERS (46.0 FT) NORTHWEST OF A 6 FT.
 AY1669'HIGH IN-LINE WOODEN FENCE POST, AND 6.64 METERS (21.8 FT) WEST
 AY1669'NORTHWEST OF BENCH MARK H 11 TXHD.
 AY1669'THE MARK IS 4.2 METERS  WSW FROM A WITNESS POST.
 AY1669'THE MARK IS 0.6 M BELOW FRONTAGE ROAD.
 AY1669
 AY1669                          STATION RECOVERY (1990)
 AY1669
 AY1669'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0517 ***********************************************************************
 AO0517  DESIGNATION -  S 1438
 AO0517  PID         -  AO0517
 AO0517  STATE/COUNTY-  TX/DIMMIT
 AO0517  USGS QUAD   -  ASHERTON (1982)
 AO0517
 AO0517                         *CURRENT SURVEY CONTROL
 AO0517  ___________________________________________________________________
 AO0517* NAD 83(1986)-  28 29 42.     (N)    099 49 15.     (W)     SCALED    
 AO0517* NAVD 88     -       182.480  (meters)     598.69   (feet)  ADJUSTED  
 AO0517  ___________________________________________________________________
 AO0517  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AO0517  DYNAMIC HT  -         182.205 (meters)     597.78  (feet)  COMP
 AO0517  MODELED GRAV-     979,137.5   (mgal)                       NAVD 88
 AO0517
 AO0517  VERT ORDER  -  FIRST     CLASS II
 AO0517
 AO0517.The horizontal coordinates were scaled from a topographic map and have
 AO0517.an estimated accuracy of +/- 6 seconds.
 AO0517
 AO0517.The orthometric height was determined by differential leveling
 AO0517.and adjusted by the National Geodetic Survey in June 1991..
 AO0517
 AO0517.The geoid height was determined by GEOID03.
 AO0517
 AO0517.The dynamic height is computed by dividing the NAVD 88
 AO0517.geopotential number by the normal gravity value computed on the
 AO0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0517.degrees latitude (g = 980.6199 gals.).
 AO0517
 AO0517.The modeled gravity was interpolated from observed gravity values.
 AO0517
 AO0517;                    North         East    Units  Estimated Accuracy
 AO0517;SPC TXSC     - 4,073,620.      519,640.      MT  (+/- 180 meters Scaled)
 AO0517
 AO0517                          SUPERSEDED SURVEY CONTROL
 AO0517
 AO0517.No superseded survey control is available for this station.
 AO0517
 AO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS196523(NAD 83)
 AO0517_MARKER: I = METAL ROD
 AO0517_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0517+WITH SETTING: INFORMATION.
 AO0517_SP_SET: SHALLOW SET METAL ROD
 AO0517_STAMPING: S 1438 1982
 AO0517_MARK LOGO: NGS   
 AO0517_PROJECTION: FLUSH
 AO0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0517_ROD/PIPE-DEPTH: 3.6  meters
 AO0517
 AO0517  HISTORY     - Date     Condition        Report By
 AO0517  HISTORY     - 1982     MONUMENTED       NGS
 AO0517  HISTORY     - 19970621 GOOD             USPSQD
 AO0517
 AO0517                          STATION DESCRIPTION
 AO0517
 AO0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0517'5.2 KM (3.25 MI) SE FROM CARRIZO SPRINGS.
 AO0517'ONE BLOCK SOUTHEAST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0517'SPRINGS, THENCE 0.5 KM (0.3 MI) EAST SOUTHEAST ALONG US HIGHWAY 277 TO
 AO0517'THE JUNCTION OF U.S. HIGHWAY 277 AND U.S. HIGHWAY 83, THENCE 4.75 KM
 AO0517'(2.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 83, 0.4 KM (0.25 MI) NORTHWEST
 AO0517'OF THE JUNCTION OF FARM ROAD 1556 AND U.S. HIGHWAY 83, AT A FENCE
 AO0517'CORNER, 31.0 METERS (102.0 FT) EAST SOUTHEAST OF CENTER OF DRIVEWAY,
 AO0517'22.8 METERS (75.0 FT) NORTH NORTHEAST OF CENTERLINE OF THE HIGHWAY 83,
 AO0517'2.1 METERS (7.2 FT) WEST NORTHWEST OF A TELEPHONE POLE, AND 0.5 METER
 AO0517'(1.5 FT) EAST SOUTHEAST OF A STEEL CORNER FENCE POST.
 AO0517'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 AO0517'THE MARK IS 0.3 M BELOW HIGHWAY.
 AO0517
 AO0517                          STATION RECOVERY (1997)
 AO0517
 AO0517'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0140 ***********************************************************************
 AP0140  DESIGNATION -  S 1439
 AP0140  PID         -  AP0140
 AP0140  STATE/COUNTY-  TX/MAVERICK
 AP0140  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0140
 AP0140                         *CURRENT SURVEY CONTROL
 AP0140  ___________________________________________________________________
 AP0140* NAD 83(1986)-  28 41 41.     (N)    100 23 26.     (W)     SCALED    
 AP0140* NAVD 88     -       248.154  (meters)     814.15   (feet)  ADJUSTED  
 AP0140  ___________________________________________________________________
 AP0140  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AP0140  DYNAMIC HT  -         247.783 (meters)     812.93  (feet)  COMP
 AP0140  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 AP0140
 AP0140  VERT ORDER  -  FIRST     CLASS II
 AP0140
 AP0140.The horizontal coordinates were scaled from a topographic map and have
 AP0140.an estimated accuracy of +/- 6 seconds.
 AP0140
 AP0140.The orthometric height was determined by differential leveling
 AP0140.and adjusted by the National Geodetic Survey in June 1991..
 AP0140
 AP0140.The geoid height was determined by GEOID03.
 AP0140
 AP0140.The dynamic height is computed by dividing the NAVD 88
 AP0140.geopotential number by the normal gravity value computed on the
 AP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0140.degrees latitude (g = 980.6199 gals.).
 AP0140
 AP0140.The modeled gravity was interpolated from observed gravity values.
 AP0140
 AP0140;                    North         East    Units  Estimated Accuracy
 AP0140;SPC TXSC     - 4,096,270.      464,120.      MT  (+/- 180 meters Scaled)
 AP0140
 AP0140                          SUPERSEDED SURVEY CONTROL
 AP0140
 AP0140.No superseded survey control is available for this station.
 AP0140
 AP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS641749(NAD 83)
 AP0140_MARKER: I = METAL ROD
 AP0140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0140_SP_SET: STAINLESS STEEL ROD
 AP0140_STAMPING: S 1439 1982
 AP0140_MARK LOGO: NGS   
 AP0140_PROJECTION: FLUSH
 AP0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0140_ROD/PIPE-DEPTH: 1.8  meters
 AP0140
 AP0140  HISTORY     - Date     Condition        Report By
 AP0140  HISTORY     - 1982     MONUMENTED       NGS
 AP0140
 AP0140                          STATION DESCRIPTION
 AP0140
 AP0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0140'11.4 KM (7.1 MI) EAST FROM EAGLE PASS.
 AP0140'11.4 KM (7.1 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0140'OLD COURTHOUSE IN EAGLE PASS AND SET ON THE SOUTHSIDE OF HIGHWAY 277
 AP0140'ACROSS FROM TWO TELEPHONE JUNCTION BOXES AND ON THE EAST SLOPE OF A
 AP0140'GRADE, 23.1 METERS (76.0 FT) SOUTH SOUTHWEST OF THE CENTERLINE OF THE
 AP0140'HIGHWAY 277, 47.5 METERS (156.0 FT) SOUTHWEST AND ACROSS HIGHWAY FROM
 AP0140'THE TELEPHONE BOX NUMBER 20, 44.8 METERS (147.0 FT) SOUTHEAST AND
 AP0140'ACROSS HIGHWAY FROM TELEPHONE JUNCTION BOX NUMBER 7-1912, AND
 AP0140'0.4 METER (1.2 FT) NORTH OF THE FENCE.
 AP0140'THE MARK IS 03 METERS  N FROM A WITNESS POST.
 AP0140'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0067 ***********************************************************************
 CC0067  DESIGNATION -  S 144
 CC0067  PID         -  CC0067
 CC0067  STATE/COUNTY-  TX/ECTOR
 CC0067  USGS QUAD   -  ODESSA NW (1981)
 CC0067
 CC0067                         *CURRENT SURVEY CONTROL
 CC0067  ___________________________________________________________________
 CC0067* NAD 83(1986)-  31 53 01.     (N)    102 23 06.     (W)     SCALED    
 CC0067* NAVD 88     -       895.632  (meters)    2938.42   (feet)  ADJUSTED  
 CC0067  ___________________________________________________________________
 CC0067  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CC0067  DYNAMIC HT  -         894.364 (meters)    2934.26  (feet)  COMP
 CC0067  MODELED GRAV-     979,194.5   (mgal)                       NAVD 88
 CC0067
 CC0067  VERT ORDER  -  FIRST     CLASS II
 CC0067
 CC0067.The horizontal coordinates were scaled from a topographic map and have
 CC0067.an estimated accuracy of +/- 6 seconds.
 CC0067
 CC0067.The orthometric height was determined by differential leveling
 CC0067.and adjusted by the National Geodetic Survey in June 1991..
 CC0067.WARNING-Repeat measurements at this control monument indicate possible
 CC0067.vertical movement.
 CC0067
 CC0067.The geoid height was determined by GEOID03.
 CC0067
 CC0067.The dynamic height is computed by dividing the NAVD 88
 CC0067.geopotential number by the normal gravity value computed on the
 CC0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0067.degrees latitude (g = 980.6199 gals.).
 CC0067
 CC0067.The modeled gravity was interpolated from observed gravity values.
 CC0067
 CC0067;                    North         East    Units  Estimated Accuracy
 CC0067;SPC TX C     - 3,247,560.      505,900.      MT  (+/- 180 meters Scaled)
 CC0067
 CC0067                          SUPERSEDED SURVEY CONTROL
 CC0067
 CC0067  NGVD 29 (??/??/92)  895.237  (m)         2937.12   (f) ADJ UNCH    1 2
 CC0067
 CC0067.Superseded values are not recommended for survey control.
 CC0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0067.See file dsdata.txt to determine how the superseded data were derived.
 CC0067
 CC0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR473305(NAD 83)
 CC0067_MARKER: DB = BENCH MARK DISK
 CC0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0067_STAMPING: S 144 1943
 CC0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0067+STABILITY: SURFACE MOTION
 CC0067
 CC0067  HISTORY     - Date     Condition        Report By
 CC0067  HISTORY     - 1943     MONUMENTED       CGS
 CC0067  HISTORY     - 1957     GOOD             NGS
 CC0067
 CC0067                          STATION DESCRIPTION
 CC0067
 CC0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0067'2.7 MI NW FROM ODESSA.
 CC0067'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 51, FROM THE ECTOR
 CC0067'COUNTY COURT HOUSE IN ODESSA, 20 FEET EAST OF THE EAST CURB OF N.
 CC0067'GRANT AVENUE WHICH IS HIGHWAY NO. 51 AND 55 YARDS NORTH OF THE NORTH
 CC0067'CURB OF EAST 42ND STREET.  THIS IS ACROSS THE HIGHWAY EAST FROM THE
 CC0067'SOUTHEAST CORNER OF THE COLISEUM GROUNDS.  A STANDARD DISK STAMPED S
 CC0067'144 1943 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1612 ***********************************************************************
 AY1612  DESIGNATION -  S 1440
 AY1612  PID         -  AY1612
 AY1612  STATE/COUNTY-  TX/MEDINA
 AY1612  USGS QUAD   -  HONDO (1982)
 AY1612
 AY1612                         *CURRENT SURVEY CONTROL
 AY1612  ___________________________________________________________________
 AY1612* NAD 83(1986)-  29 20 45.     (N)    099 08 18.     (W)     SCALED    
 AY1612* NAVD 88     -       269.985  (meters)     885.78   (feet)  ADJUSTED  
 AY1612  ___________________________________________________________________
 AY1612  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AY1612  DYNAMIC HT  -         269.593 (meters)     884.49  (feet)  COMP
 AY1612  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 AY1612
 AY1612  VERT ORDER  -  FIRST     CLASS II
 AY1612
 AY1612.The horizontal coordinates were scaled from a topographic map and have
 AY1612.an estimated accuracy of +/- 6 seconds.
 AY1612
 AY1612.The orthometric height was determined by differential leveling
 AY1612.and adjusted by the National Geodetic Survey in June 1991..
 AY1612
 AY1612.The geoid height was determined by GEOID03.
 AY1612
 AY1612.The dynamic height is computed by dividing the NAVD 88
 AY1612.geopotential number by the normal gravity value computed on the
 AY1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1612.degrees latitude (g = 980.6199 gals.).
 AY1612
 AY1612.The modeled gravity was interpolated from observed gravity values.
 AY1612
 AY1612;                    North         East    Units  Estimated Accuracy
 AY1612;SPC TXSC     - 4,167,630.      586,570.      MT  (+/- 180 meters Scaled)
 AY1612
 AY1612                          SUPERSEDED SURVEY CONTROL
 AY1612
 AY1612.No superseded survey control is available for this station.
 AY1612
 AY1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT865463(NAD 83)
 AY1612_MARKER: I = METAL ROD
 AY1612_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1612_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1612_STAMPING: S 1440 1982
 AY1612_MARK LOGO: NGS   
 AY1612_PROJECTION: RECESSED 3 CENTIMETERS
 AY1612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1612+STABILITY: POSITION/ELEVATION WELL
 AY1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1612+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1612_ROD/PIPE-DEPTH: 10.0 meters
 AY1612_SLEEVE-DEPTH  : 9.1 meters
 AY1612
 AY1612  HISTORY     - Date     Condition        Report By
 AY1612  HISTORY     - 1982     MONUMENTED       NGS
 AY1612  HISTORY     - 19910613 GOOD             USPSQD
 AY1612  HISTORY     - 19950427 GOOD             USPSQD
 AY1612  HISTORY     - 19950518 GOOD             USPSQD
 AY1612  HISTORY     - 20020913 GOOD             USPSQD
 AY1612  HISTORY     - 20050521 GOOD             USPSQD
 AY1612
 AY1612                          STATION DESCRIPTION
 AY1612
 AY1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1612'IN HONDO.
 AY1612'SET ABOUT HALFWAY BETWEEN THE SOUTHWEST AND THE NORTHEAST LEGS OF THE
 AY1612'HONDO WATER TOWER IN HONDO, LOCATED AT THE JUNCTION OF AVENUE ONE AND
 AY1612'20TH STREET, 39.0 METERS (128.0 FT) SOUTH SOUTHEAST OF THE CENTER OF
 AY1612'AVENUE ONE, 11.2 METERS (37.0 FT) NORTH NORTHWEST OF A CHAIN LINK
 AY1612'FENCE ON THE SOUTH SIDE OF THE WATER TOWER, 7.0 METERS (23.0 FT) EAST
 AY1612'SOUTHEAST OF THE SOUTHEAST FACE OF THE STAND PIPE, 9.4 METERS
 AY1612'(31.0 FT) SOUTHEAST OF A FIRE HYDRANT UNDER THE WATER TOWER,
 AY1612'16.0 METERS (52.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE CITY WATER
 AY1612'WORKS OFFICE BUILDING, 4.1 METERS (13.5 FT) NORTH OF THE NORTHEAST
 AY1612'CORNER OF THE FOUNDATION FOR THE SOUTHWEST LEG OF THE TOWER, AND
 AY1612'3.6 METERS (12.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AY1612'FOUNDATION FOR THE NORTHEAST LEG OF THE TOWER.
 AY1612'THE MARK IS ABOVE LEVEL WITH STREETS.
 AY1612
 AY1612                          STATION RECOVERY (1991)
 AY1612
 AY1612'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1612'RECOVERED IN GOOD CONDITION.
 AY1612
 AY1612                          STATION RECOVERY (1995)
 AY1612
 AY1612'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1612'RECOVERED IN GOOD CONDITION.
 AY1612
 AY1612                          STATION RECOVERY (1995)
 AY1612
 AY1612'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1612'RECOVERED IN GOOD CONDITION.
 AY1612
 AY1612                          STATION RECOVERY (2002)
 AY1612
 AY1612'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1612'RECOVERED IN GOOD CONDITION.
 AY1612
 AY1612                          STATION RECOVERY (2005)
 AY1612
 AY1612'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0565 ***********************************************************************
 BN0565  DESIGNATION -  S 1441
 BN0565  PID         -  BN0565
 BN0565  STATE/COUNTY-  TX/MASON
 BN0565  USGS QUAD   -  GRIT (1970)
 BN0565
 BN0565                         *CURRENT SURVEY CONTROL
 BN0565  ___________________________________________________________________
 BN0565* NAD 83(1986)-  30 49 42.     (N)    099 15 51.     (W)     SCALED    
 BN0565* NAVD 88     -       549.571  (meters)    1803.05   (feet)  ADJUSTED  
 BN0565  ___________________________________________________________________
 BN0565  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 BN0565  DYNAMIC HT  -         548.811 (meters)    1800.56  (feet)  COMP
 BN0565  MODELED GRAV-     979,239.6   (mgal)                       NAVD 88
 BN0565
 BN0565  VERT ORDER  -  FIRST     CLASS II
 BN0565
 BN0565.The horizontal coordinates were scaled from a topographic map and have
 BN0565.an estimated accuracy of +/- 6 seconds.
 BN0565
 BN0565.The orthometric height was determined by differential leveling
 BN0565.and adjusted by the National Geodetic Survey in June 1991..
 BN0565
 BN0565.The geoid height was determined by GEOID03.
 BN0565
 BN0565.The dynamic height is computed by dividing the NAVD 88
 BN0565.geopotential number by the normal gravity value computed on the
 BN0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0565.degrees latitude (g = 980.6199 gals.).
 BN0565
 BN0565.The modeled gravity was interpolated from observed gravity values.
 BN0565
 BN0565;                    North         East    Units  Estimated Accuracy
 BN0565;SPC TX C     - 3,129,270.      802,280.      MT  (+/- 180 meters Scaled)
 BN0565
 BN0565                          SUPERSEDED SURVEY CONTROL
 BN0565
 BN0565.No superseded survey control is available for this station.
 BN0565
 BN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV747106(NAD 83)
 BN0565_MARKER: DB = BENCH MARK DISK
 BN0565_SETTING: 66 = SET IN ROCK OUTCROP
 BN0565_SP_SET: ROCK OUTCROP
 BN0565_STAMPING: S 1441 1982
 BN0565_MARK LOGO: NGS   
 BN0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0565+STABILITY: POSITION/ELEVATION WELL
 BN0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0565+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0565
 BN0565  HISTORY     - Date     Condition        Report By
 BN0565  HISTORY     - 1982     MONUMENTED       NGS
 BN0565  HISTORY     - 19960213 GOOD             USPSQD
 BN0565  HISTORY     - 20060318 GOOD             USPSQD
 BN0565
 BN0565                          STATION DESCRIPTION
 BN0565
 BN0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0565'10.1 KM (6.3 MI) NORTH FROM MASON.
 BN0565'10.1 KM (6.3 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 BN0565'MASON, SET IN TOP OF LARGE GRANITE OUTCROP, 24.3 METERS (80.0 FT) WEST
 BN0565'OF THE CENTERLINE OF HIGHWAY, AND 0.3 METER (1.0 FT) EAST OF
 BN0565'RIGHT-OF-WAY FENCE.
 BN0565'THE MARK IS 0.3 METERS  E FROM  SIGN IN FENCE
 BN0565'THE MARK IS 0.6 M BELOW HIGHWAY.
 BN0565
 BN0565                          STATION RECOVERY (1996)
 BN0565
 BN0565'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0565'RECOVERED IN GOOD CONDITION.
 BN0565
 BN0565                          STATION RECOVERY (2006)
 BN0565
 BN0565'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0565'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0715 ***********************************************************************
 CB0715  DESIGNATION -  S 1442
 CB0715  PID         -  CB0715
 CB0715  STATE/COUNTY-  TX/IRION
 CB0715  USGS QUAD   -  BARNHART (1971)
 CB0715
 CB0715                         *CURRENT SURVEY CONTROL
 CB0715  ___________________________________________________________________
 CB0715* NAD 83(1986)-  31 07 55.     (N)    101 08 14.     (W)     SCALED    
 CB0715* NAVD 88     -       772.610  (meters)    2534.80   (feet)  ADJUSTED  
 CB0715  ___________________________________________________________________
 CB0715  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CB0715  DYNAMIC HT  -         771.496 (meters)    2531.15  (feet)  COMP
 CB0715  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 CB0715
 CB0715  VERT ORDER  -  FIRST     CLASS II
 CB0715
 CB0715.The horizontal coordinates were scaled from a topographic map and have
 CB0715.an estimated accuracy of +/- 6 seconds.
 CB0715
 CB0715.The orthometric height was determined by differential leveling
 CB0715.and adjusted by the National Geodetic Survey in June 1991..
 CB0715
 CB0715.The geoid height was determined by GEOID03.
 CB0715
 CB0715.The dynamic height is computed by dividing the NAVD 88
 CB0715.geopotential number by the normal gravity value computed on the
 CB0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0715.degrees latitude (g = 980.6199 gals.).
 CB0715
 CB0715.The modeled gravity was interpolated from observed gravity values.
 CB0715
 CB0715;                    North         East    Units  Estimated Accuracy
 CB0715;SPC TX C     - 3,162,710.      623,340.      MT  (+/- 180 meters Scaled)
 CB0715
 CB0715                          SUPERSEDED SURVEY CONTROL
 CB0715
 CB0715.No superseded survey control is available for this station.
 CB0715
 CB0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV962461(NAD 83)
 CB0715_MARKER: I = METAL ROD
 CB0715_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0715+WITH SETTING: INFORMATION.
 CB0715_SP_SET: SHALLOW SET METAL ROD
 CB0715_STAMPING: S 1442 1981
 CB0715_MARK LOGO: NGS   
 CB0715_PROJECTION: FLUSH
 CB0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0715_ROD/PIPE-DEPTH: 2.4  meters
 CB0715
 CB0715  HISTORY     - Date     Condition        Report By
 CB0715  HISTORY     - 1981     MONUMENTED       NGS
 CB0715
 CB0715                          STATION DESCRIPTION
 CB0715
 CB0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0715'33.1 KM (20.55 MI) EAST FROM BIG LAKE.
 CB0715'30.2 KM (18.75 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0715'WITH STATE HIGHWAY 137 IN BIG LAKE, THENCE 2.9 KM (1.8 MI) EASTERLY
 CB0715'ALONG THE ATCHISON, TOPEKA AND SANTA SE RAILROAD, 13.8 METERS (45.3
 CB0715'FT) NORTH OF THE NEAR RAIL AND 1.9 METERS (6.2 FT) NORTHWEST OF A
 CB0715'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CB0715'CAP.
 CB0715'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 CB0715'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0461 ***********************************************************************
 AZ0461  FBN         -  This is a Federal Base Network Control Station.
 AZ0461  DESIGNATION -  S 1443
 AZ0461  PID         -  AZ0461
 AZ0461  STATE/COUNTY-  TX/VAL VERDE
 AZ0461  USGS QUAD   -  MIERS RANCH (1972)
 AZ0461
 AZ0461                         *CURRENT SURVEY CONTROL
 AZ0461  ___________________________________________________________________
 AZ0461* NAD 83(1993)-  29 38 42.48430(N)    100 51 57.47159(W)     ADJUSTED  
 AZ0461* NAVD 88     -       459.012  (meters)    1505.94   (feet)  ADJUSTED  
 AZ0461  ___________________________________________________________________
 AZ0461  X           -  -1,045,902.530 (meters)                     COMP
 AZ0461  Y           -  -5,448,724.237 (meters)                     COMP
 AZ0461  Z           -   3,136,462.366 (meters)                     COMP
 AZ0461  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AZ0461  ELLIP HEIGHT-         436.40  (meters)          (05/01/00) GPS OBS
 AZ0461  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0461  DYNAMIC HT  -         458.338 (meters)    1503.73  (feet)  COMP
 AZ0461  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 AZ0461
 AZ0461  HORZ ORDER  -  B
 AZ0461  VERT ORDER  -  FIRST     CLASS II
 AZ0461  ELLP ORDER  -  THIRD     CLASS I
 AZ0461
 AZ0461.The horizontal coordinates were established by GPS observations
 AZ0461.and adjusted by the National Geodetic Survey in May 1994..
 AZ0461
 AZ0461.The orthometric height was determined by differential leveling
 AZ0461.and adjusted by the National Geodetic Survey in June 1991..
 AZ0461
 AZ0461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AZ0461
 AZ0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0461
 AZ0461.The ellipsoidal height was determined by GPS observations
 AZ0461.and is referenced to NAD 83.
 AZ0461
 AZ0461.The geoid height was determined by GEOID03.
 AZ0461
 AZ0461.The dynamic height is computed by dividing the NAVD 88
 AZ0461.geopotential number by the normal gravity value computed on the
 AZ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0461.degrees latitude (g = 980.6199 gals.).
 AZ0461
 AZ0461.The modeled gravity was interpolated from observed gravity values.
 AZ0461
 AZ0461;                    North         East     Units Scale Factor Converg.
 AZ0461;SPC TXSC     - 4,202,237.428   419,352.675   MT  0.99987785   -0 54 51.0
 AZ0461;SPC TXSC     -13,786,840.63  1,375,826.23   sFT  0.99987785   -0 54 51.0
 AZ0461;UTM  14      - 3,280,919.547   319,378.785   MT  1.00000255   -0 55 23.5
 AZ0461
 AZ0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0461!SPC TXSC     -   0.99993147  x   0.99987785  =   0.99980932
 AZ0461!UTM  14      -   0.99993147  x   1.00000255  =   0.99993402
 AZ0461
 AZ0461                          SUPERSEDED SURVEY CONTROL
 AZ0461
 AZ0461  ELLIP H (05/09/94)  436.48   (m)                       GP(       ) 4 2
 AZ0461  NAVD 88 (05/09/94)  459.01   (m)         1505.9    (f) LEVELING    3  
 AZ0461
 AZ0461.Superseded values are not recommended for survey control.
 AZ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0461.See file dsdata.txt to determine how the superseded data were derived.
 AZ0461
 AZ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT1937980920(NAD 83)
 AZ0461_MARKER: DV = VERTICAL CONTROL DISK
 AZ0461_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0461_SP_SET: ROCK OUTCROP
 AZ0461_STAMPING: S 1443 1981
 AZ0461_MARK LOGO: NGS   
 AZ0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AZ0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0461+STABILITY: POSITION/ELEVATION WELL
 AZ0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0461+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1998
 AZ0461
 AZ0461  HISTORY     - Date     Condition        Report By
 AZ0461  HISTORY     - 1981     MONUMENTED       NGS
 AZ0461  HISTORY     - 19930222 GOOD             NGS
 AZ0461  HISTORY     - 19980306 GOOD             NGS
 AZ0461  HISTORY     - 19981111 GOOD             TXDOT
 AZ0461  HISTORY     - 19990525 GOOD             USPSQD
 AZ0461
 AZ0461                          STATION DESCRIPTION
 AZ0461
 AZ0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0461'25.6 KM (15.9 MI) NORTH FROM DEL RIO.
 AZ0461'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AZ0461'25.6 KM (15.9 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0461'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN THE TOP
 AZ0461'OF A 2 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 26.9 METERS (88.3
 AZ0461'FT) NORTH-NORTHEAST OF A UTILITY POLE AND 11.8 METERS (38.7 FT) WEST
 AZ0461'OF THE CENTERLINE OF THE HIGHWAY.
 AZ0461'THE MARK IS 10.6 METERS  E FROM  A WITNESS POST AND FENCE
 AZ0461
 AZ0461                          STATION RECOVERY (1993)
 AZ0461
 AZ0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AZ0461'STATION IS LOCATED ABOUT 32 KM (19.90 MI) NORTH OF DEL RIO, 10 KM
 AZ0461'(6.20 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 277 AND
 AZ0461'377, ON HIGHWAY RIGHT-OF-WAY, AT MILE 528.95, ON A VERY SLIGHT
 AZ0461'CUTBANK. OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 AZ0461'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND 377, GO SOUTH ON
 AZ0461'HIGHWAYS 277 AND 377 FOR 1.68 KM (1.05 MI) TO A BORDER PATROL
 AZ0461'INSPECTION STATION.  CONTINUE AHEAD FOR 8.33 KM (5.15 MI) TO A
 AZ0461'REVERSE FORK RIGHT (OLD PAVED HIGHWAY) LEADING TO THE INDIANHEAD
 AZ0461'RANCH. CONTINUE AHEAD FOR 105 M (344.5 FT) TO THE STATION ON THE
 AZ0461'RIGHT.
 AZ0461'STATION MARK IS SET FLUSH IN A DRILL HOLE ON WEST SIDE OF A 0.6 X 1.4
 AZ0461'METER (4.6 FT) AREA OF EXPOSED BEDROCK PROJECTING 2 CM AT HIGHEST
 AZ0461'POINT.  IT IS 11.9 M (39.0 FT) WEST OF AND SLIGHTLY HIGHER THAN THE
 AZ0461'HIGHWAY CENTER, 10.8 M (35.4 FT) EAST OF A FIBERGLASS WITNESS POST IN
 AZ0461'THE RIGHT-OF-WAY FENCE AT HIGHWAY STATION SIGN 805 AND 36.8 M
 AZ0461'(120.7 FT) NORTH-NORTHEAST OF A UTILITY POLE.
 AZ0461
 AZ0461                          STATION RECOVERY (1998)
 AZ0461
 AZ0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AZ0461'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES  NOTE--THE
 AZ0461'PREVIOUS DESCRIPTIONS STATE BENCH MARK DISK, THIS IS INCORRECT.
 AZ0461
 AZ0461                          STATION RECOVERY (1998)
 AZ0461
 AZ0461'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 AZ0461'GOOD.
 AZ0461
 AZ0461                          STATION RECOVERY (1999)
 AZ0461
 AZ0461'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0488 ***********************************************************************
 AZ0488  DESIGNATION -  S 1444
 AZ0488  PID         -  AZ0488
 AZ0488  STATE/COUNTY-  TX/EDWARDS
 AZ0488  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0488
 AZ0488                         *CURRENT SURVEY CONTROL
 AZ0488  ___________________________________________________________________
 AZ0488* NAD 83(1986)-  29 59 19.     (N)    100 30 35.     (W)     SCALED    
 AZ0488* NAVD 88     -       657.751  (meters)    2157.97   (feet)  ADJUSTED  
 AZ0488  ___________________________________________________________________
 AZ0488  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 AZ0488  DYNAMIC HT  -         656.775 (meters)    2154.77  (feet)  COMP
 AZ0488  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 AZ0488
 AZ0488  VERT ORDER  -  FIRST     CLASS II
 AZ0488
 AZ0488.The horizontal coordinates were scaled from a topographic map and have
 AZ0488.an estimated accuracy of +/- 6 seconds.
 AZ0488
 AZ0488.The orthometric height was determined by differential leveling
 AZ0488.and adjusted by the National Geodetic Survey in June 1991..
 AZ0488
 AZ0488.The geoid height was determined by GEOID03.
 AZ0488
 AZ0488.The dynamic height is computed by dividing the NAVD 88
 AZ0488.geopotential number by the normal gravity value computed on the
 AZ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0488.degrees latitude (g = 980.6199 gals.).
 AZ0488
 AZ0488.The modeled gravity was interpolated from observed gravity values.
 AZ0488
 AZ0488;                    North         East    Units  Estimated Accuracy
 AZ0488;SPC TXSC     - 4,239,810.      454,330.      MT  (+/- 180 meters Scaled)
 AZ0488
 AZ0488                          SUPERSEDED SURVEY CONTROL
 AZ0488
 AZ0488.No superseded survey control is available for this station.
 AZ0488
 AZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU543184(NAD 83)
 AZ0488_MARKER: DB = BENCH MARK DISK
 AZ0488_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0488_SP_SET: ROCK OUTCROP
 AZ0488_STAMPING: S 1444 1981
 AZ0488_MARK LOGO: NGS   
 AZ0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0488+STABILITY: POSITION/ELEVATION WELL
 AZ0488
 AZ0488  HISTORY     - Date     Condition        Report By
 AZ0488  HISTORY     - 1981     MONUMENTED       NGS
 AZ0488
 AZ0488                          STATION DESCRIPTION
 AZ0488
 AZ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0488'30.6 KM (19.0 MI) SW FROM ROCKSPRINGS.
 AZ0488'30.6 KM (19.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0488'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 4 FT EXPOSED
 AZ0488'AREA OF OUTCROPPING BEDROCK, 1.4 KM (0.85 MI) NORTHEAST OF A SIDE ROAD
 AZ0488'LEADING NORTHWEST, 35.0 METERS (114.8 FT) WEST OF THE SOUTH END OF A
 AZ0488'DRAINAGE PIPE, 14.0 METERS (45.9 FT) SOUTH OF THE CENTERLINE OF THE
 AZ0488'HIGHWAY AND 5.0 METERS (16.4 FT) NORTH OF A FENCE.
 AZ0488'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AZ0488'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0427 ***********************************************************************
 BO0427  DESIGNATION -  S 1445
 BO0427  PID         -  BO0427
 BO0427  STATE/COUNTY-  TX/EDWARDS
 BO0427  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0427
 BO0427                         *CURRENT SURVEY CONTROL
 BO0427  ___________________________________________________________________
 BO0427* NAD 83(1986)-  30 13 05.     (N)    100 01 26.     (W)     SCALED    
 BO0427* NAVD 88     -       653.680  (meters)    2144.62   (feet)  ADJUSTED  
 BO0427  ___________________________________________________________________
 BO0427  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0427  DYNAMIC HT  -         652.727 (meters)    2141.49  (feet)  COMP
 BO0427  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 BO0427
 BO0427  VERT ORDER  -  FIRST     CLASS II
 BO0427
 BO0427.The horizontal coordinates were scaled from a topographic map and have
 BO0427.an estimated accuracy of +/- 6 seconds.
 BO0427
 BO0427.The orthometric height was determined by differential leveling
 BO0427.and adjusted by the National Geodetic Survey in June 1991..
 BO0427
 BO0427.The geoid height was determined by GEOID03.
 BO0427
 BO0427.The dynamic height is computed by dividing the NAVD 88
 BO0427.geopotential number by the normal gravity value computed on the
 BO0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0427.degrees latitude (g = 980.6199 gals.).
 BO0427
 BO0427.The modeled gravity was interpolated from observed gravity values.
 BO0427
 BO0427;                    North         East    Units  Estimated Accuracy
 BO0427;SPC TXSC     - 4,264,730.      501,430.      MT  (+/- 180 meters Scaled)
 BO0427
 BO0427                          SUPERSEDED SURVEY CONTROL
 BO0427
 BO0427.No superseded survey control is available for this station.
 BO0427
 BO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU014433(NAD 83)
 BO0427_MARKER: DB = BENCH MARK DISK
 BO0427_SETTING: 66 = SET IN ROCK OUTCROP
 BO0427_SP_SET: ROCK OUTCROP
 BO0427_STAMPING: S 1445 1981
 BO0427_MARK LOGO: NGS   
 BO0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0427+STABILITY: POSITION/ELEVATION WELL
 BO0427
 BO0427  HISTORY     - Date     Condition        Report By
 BO0427  HISTORY     - 1981     MONUMENTED       NGS
 BO0427
 BO0427                          STATION DESCRIPTION
 BO0427
 BO0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0427'30.6 KM (19.0 MI) NE FROM ROCKSPRINGS.
 BO0427'30.6 KM (19.0 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0427'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 4 BY 6 FT EXPOSED
 BO0427'AREA OF OUTCROPPING BEDROCK, 22.6 METERS (74.1 FT) NORTHEAST OF THE
 BO0427'CENTER OF A SIDE ROAD LEADING SOUTHEAST, 11.7 METERS (38.4 FT)
 BO0427'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 6.8 METERS (22.3 FT)
 BO0427'WEST-NORTHWEST OF A FENCE.
 BO0427'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BO0427'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0742 ***********************************************************************
 CB0742  DESIGNATION -  S 1446
 CB0742  PID         -  CB0742
 CB0742  STATE/COUNTY-  TX/TOM GREEN
 CB0742  USGS QUAD   -  TANKERSLEY (1984)
 CB0742
 CB0742                         *CURRENT SURVEY CONTROL
 CB0742  ___________________________________________________________________
 CB0742* NAD 83(1986)-  31 20 59.     (N)    100 39 03.     (W)     SCALED    
 CB0742* NAVD 88     -       614.530  (meters)    2016.17   (feet)  ADJUSTED  
 CB0742  ___________________________________________________________________
 CB0742  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CB0742  DYNAMIC HT  -         613.686 (meters)    2013.40  (feet)  COMP
 CB0742  MODELED GRAV-     979,246.2   (mgal)                       NAVD 88
 CB0742
 CB0742  VERT ORDER  -  FIRST     CLASS II
 CB0742
 CB0742.The horizontal coordinates were scaled from a topographic map and have
 CB0742.an estimated accuracy of +/- 6 seconds.
 CB0742
 CB0742.The orthometric height was determined by differential leveling
 CB0742.and adjusted by the National Geodetic Survey in June 1991..
 CB0742
 CB0742.The geoid height was determined by GEOID03.
 CB0742
 CB0742.The dynamic height is computed by dividing the NAVD 88
 CB0742.geopotential number by the normal gravity value computed on the
 CB0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0742.degrees latitude (g = 980.6199 gals.).
 CB0742
 CB0742.The modeled gravity was interpolated from observed gravity values.
 CB0742
 CB0742;                    North         East    Units  Estimated Accuracy
 CB0742;SPC TX C     - 3,186,620.      669,790.      MT  (+/- 180 meters Scaled)
 CB0742
 CB0742                          SUPERSEDED SURVEY CONTROL
 CB0742
 CB0742.No superseded survey control is available for this station.
 CB0742
 CB0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV429695(NAD 83)
 CB0742_MARKER: I = METAL ROD
 CB0742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0742_SP_SET: STAINLESS STEEL ROD
 CB0742_STAMPING: S 1446 1981
 CB0742_MARK LOGO: NGS   
 CB0742_PROJECTION: FLUSH
 CB0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0742_ROD/PIPE-DEPTH: 3.0  meters
 CB0742
 CB0742  HISTORY     - Date     Condition        Report By
 CB0742  HISTORY     - 1981     MONUMENTED       NGS
 CB0742
 CB0742                          STATION DESCRIPTION
 CB0742
 CB0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0742'20.9 KM (12.95 MI) NE FROM MERTZON.
 CB0742'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0742'MERTZON, THENCE 20.8 KM (12.9 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 67,
 CB0742'17.1 METERS (56.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.5
 CB0742'METERS (27.9 FT) NORTH OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND
 CB0742'SANTA FE RAILROAD AND 4.5 METERS (14.8 FT) SOUTH OF A UTILITY POLE.
 CB0742'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0742'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CB0742'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0774 ***********************************************************************
 CA0774  DESIGNATION -  S 1447
 CA0774  PID         -  CA0774
 CA0774  STATE/COUNTY-  TX/MCCULLOCH
 CA0774  USGS QUAD   -  BRADY SW (1987)
 CA0774
 CA0774                         *CURRENT SURVEY CONTROL
 CA0774  ___________________________________________________________________
 CA0774* NAD 83(1986)-  31 00 51.     (N)    099 29 53.     (W)     SCALED    
 CA0774* NAVD 88     -       600.770  (meters)    1971.03   (feet)  ADJUSTED  
 CA0774  ___________________________________________________________________
 CA0774  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 CA0774  DYNAMIC HT  -         599.951 (meters)    1968.34  (feet)  COMP
 CA0774  MODELED GRAV-     979,257.9   (mgal)                       NAVD 88
 CA0774
 CA0774  VERT ORDER  -  FIRST     CLASS II
 CA0774
 CA0774.The horizontal coordinates were scaled from a topographic map and have
 CA0774.an estimated accuracy of +/- 6 seconds.
 CA0774
 CA0774.The orthometric height was determined by differential leveling
 CA0774.and adjusted by the National Geodetic Survey in June 1991..
 CA0774
 CA0774.The geoid height was determined by GEOID03.
 CA0774
 CA0774.The dynamic height is computed by dividing the NAVD 88
 CA0774.geopotential number by the normal gravity value computed on the
 CA0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0774.degrees latitude (g = 980.6199 gals.).
 CA0774
 CA0774.The modeled gravity was interpolated from observed gravity values.
 CA0774
 CA0774;                    North         East    Units  Estimated Accuracy
 CA0774;SPC TX C     - 3,149,680.      779,750.      MT  (+/- 180 meters Scaled)
 CA0774
 CA0774                          SUPERSEDED SURVEY CONTROL
 CA0774
 CA0774.No superseded survey control is available for this station.
 CA0774
 CA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV524312(NAD 83)
 CA0774_MARKER: DB = BENCH MARK DISK
 CA0774_SETTING: 66 = SET IN ROCK OUTCROP
 CA0774_SP_SET: ROCK OUTCROP
 CA0774_STAMPING: S 1447 1981
 CA0774_MARK LOGO: NGS   
 CA0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0774+STABILITY: POSITION/ELEVATION WELL
 CA0774
 CA0774  HISTORY     - Date     Condition        Report By
 CA0774  HISTORY     - 1981     MONUMENTED       NGS
 CA0774
 CA0774                          STATION DESCRIPTION
 CA0774
 CA0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0774'23.2 KM (14.45 MI) SW FROM BRADY.
 CA0774'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0774'THE COURTHOUSE IN BRADY, THENCE 20.9 KM (13.0 MI) SOUTHWESTERLY ALONG
 CA0774'U.S. HIGHWAY 190, IN A 15 BY 40 FT EXPOSED AREA OF OUTCROPPING
 CA0774'BEDROCK, 17.8 METERS (58.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CA0774'THE HIGHWAY AND 0.8 METER (2.6 FT) NORTH-NORTHWEST OF A FENCE.
 CA0774'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CA0774'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0477 ***********************************************************************
 BN0477  DESIGNATION -  S 1448
 BN0477  PID         -  BN0477
 BN0477  STATE/COUNTY-  TX/MENARD
 BN0477  USGS QUAD   -  MENARD (1987)
 BN0477
 BN0477                         *CURRENT SURVEY CONTROL
 BN0477  ___________________________________________________________________
 BN0477* NAD 83(1986)-  30 55 55.     (N)    099 47 00.     (W)     SCALED    
 BN0477* NAVD 88     -       595.569  (meters)    1953.96   (feet)  ADJUSTED  
 BN0477  ___________________________________________________________________
 BN0477  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BN0477  DYNAMIC HT  -         594.736 (meters)    1951.23  (feet)  COMP
 BN0477  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 BN0477
 BN0477  VERT ORDER  -  FIRST     CLASS II
 BN0477
 BN0477.The horizontal coordinates were scaled from a topographic map and have
 BN0477.an estimated accuracy of +/- 6 seconds.
 BN0477
 BN0477.The orthometric height was determined by differential leveling
 BN0477.and adjusted by the National Geodetic Survey in June 1991..
 BN0477
 BN0477.The geoid height was determined by GEOID03.
 BN0477
 BN0477.The dynamic height is computed by dividing the NAVD 88
 BN0477.geopotential number by the normal gravity value computed on the
 BN0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0477.degrees latitude (g = 980.6199 gals.).
 BN0477
 BN0477.The modeled gravity was interpolated from observed gravity values.
 BN0477
 BN0477;                    North         East    Units  Estimated Accuracy
 BN0477;SPC TX C     - 3,140,390.      752,560.      MT  (+/- 180 meters Scaled)
 BN0477
 BN0477                          SUPERSEDED SURVEY CONTROL
 BN0477
 BN0477.No superseded survey control is available for this station.
 BN0477
 BN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV251223(NAD 83)
 BN0477_MARKER: I = METAL ROD
 BN0477_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0477+WITH SETTING: INFORMATION.
 BN0477_SP_SET: SHALLOW SET METAL ROD
 BN0477_STAMPING: S 1448 1981
 BN0477_MARK LOGO: NGS   
 BN0477_PROJECTION: FLUSH
 BN0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0477+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 BN0477_ROD/PIPE-DEPTH: 1.2  meters
 BN0477
 BN0477  HISTORY     - Date     Condition        Report By
 BN0477  HISTORY     - 1981     MONUMENTED       NGS
 BN0477  HISTORY     - 19951104 GOOD             USPSQD
 BN0477  HISTORY     - 20031126 GOOD             USPSQD
 BN0477
 BN0477                          STATION DESCRIPTION
 BN0477
 BN0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0477'IN MENARD.
 BN0477'IN MENARD, AT THE SOUTHEAST CORNER OF PINE STREET AND FRISCO AVENUE
 BN0477'(U.S. HIGHWAY 83), 14.9 METERS (48.9 FT) EAST OF THE CENTERLINE OF THE
 BN0477'AVENUE, 6.0 METERS (19.7 FT) SOUTH OF THE CENTER OF THE STREET, 1.0
 BN0477'METER (3.3 FT) SOUTH OF A UTILITY POLE AND 0.5 METERS (1.6 FT)
 BN0477'NORTHEAST OF A STREET SIGN (PINE STREET AND FRISCO AVENUE).
 BN0477'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0477'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 BN0477'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 BN0477
 BN0477                          STATION RECOVERY (1995)
 BN0477
 BN0477'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0477'RECOVERED IN GOOD CONDITION.
 BN0477
 BN0477                          STATION RECOVERY (2003)
 BN0477
 BN0477'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BN0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0450 ***********************************************************************
 BN0450  DESIGNATION -  S 1449
 BN0450  PID         -  BN0450
 BN0450  STATE/COUNTY-  TX/KIMBLE
 BN0450  USGS QUAD   -  ELM SLOUGH (1987)
 BN0450
 BN0450                         *CURRENT SURVEY CONTROL
 BN0450  ___________________________________________________________________
 BN0450* NAD 83(1993)-  30 35 13.79066(N)    099 47 02.33874(W)     ADJUSTED  
 BN0450* NAVD 88     -       622.116  (meters)    2041.06   (feet)  ADJUSTED  
 BN0450  ___________________________________________________________________
 BN0450  X           -    -933,947.003 (meters)                     COMP
 BN0450  Y           -  -5,416,002.899 (meters)                     COMP
 BN0450  Z           -   3,226,882.038 (meters)                     COMP
 BN0450  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BN0450  ELLIP HEIGHT-         599.73  (meters)          (10/24/00) GPS OBS
 BN0450  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 BN0450  DYNAMIC HT  -         621.235 (meters)    2038.17  (feet)  COMP
 BN0450  MODELED GRAV-     979,205.9   (mgal)                       NAVD 88
 BN0450
 BN0450  HORZ ORDER  -  FIRST
 BN0450  VERT ORDER  -  FIRST     CLASS II
 BN0450  ELLP ORDER  -  FOURTH    CLASS II
 BN0450
 BN0450.The horizontal coordinates were established by GPS observations
 BN0450.and adjusted by the National Geodetic Survey in February 1996..
 BN0450
 BN0450.The orthometric height was determined by differential leveling
 BN0450.and adjusted by the National Geodetic Survey in June 1991..
 BN0450
 BN0450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0450
 BN0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0450
 BN0450.The ellipsoidal height was determined by GPS observations
 BN0450.and is referenced to NAD 83.
 BN0450
 BN0450.The geoid height was determined by GEOID03.
 BN0450
 BN0450.The dynamic height is computed by dividing the NAVD 88
 BN0450.geopotential number by the normal gravity value computed on the
 BN0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0450.degrees latitude (g = 980.6199 gals.).
 BN0450
 BN0450.The modeled gravity was interpolated from observed gravity values.
 BN0450
 BN0450;                    North         East     Units Scale Factor Converg.
 BN0450;SPC TX C     - 3,102,172.262   752,684.883   MT  0.99990771   +0 16 58.6
 BN0450;SPC TX C     -10,177,710.16  2,469,433.65   sFT  0.99990771   +0 16 58.6
 BN0450;UTM  14      - 3,384,112.488   424,834.607   MT  0.99966970   -0 23 56.2
 BN0450
 BN0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0450!SPC TX C     -   0.99990583  x   0.99990771  =   0.99981355
 BN0450!UTM  14      -   0.99990583  x   0.99966970  =   0.99957556
 BN0450
 BN0450                          SUPERSEDED SURVEY CONTROL
 BN0450
 BN0450  ELLIP H (02/20/96)  599.88   (m)                       GP(       ) 1 1
 BN0450  NAVD 88 (02/20/96)  622.12   (m)         2041.1    (f) LEVELING    3  
 BN0450
 BN0450.Superseded values are not recommended for survey control.
 BN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0450.See file dsdata.txt to determine how the superseded data were derived.
 BN0450
 BN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2483584112(NAD 83)
 BN0450_MARKER: DB = BENCH MARK DISK
 BN0450_SETTING: 66 = SET IN ROCK OUTCROP
 BN0450_SP_SET: ROCK OUTCROP
 BN0450_STAMPING: S 1449 1982
 BN0450_MARK LOGO: NGS   
 BN0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0450+STABILITY: POSITION/ELEVATION WELL
 BN0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0450+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1995
 BN0450
 BN0450  HISTORY     - Date     Condition        Report By
 BN0450  HISTORY     - 1982     MONUMENTED       NGS
 BN0450  HISTORY     - 1990     GOOD             USPSQD
 BN0450  HISTORY     - 1991     GOOD             USPSQD
 BN0450  HISTORY     - 19950731 GOOD             USPSQD
 BN0450  HISTORY     - 19950820 GOOD             NGS
 BN0450
 BN0450                          STATION DESCRIPTION
 BN0450
 BN0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0450'11.8 KM (7.35 MI) NORTH FROM JUNCTION.
 BN0450'11.8 KM (7.35 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0450'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, IN A 3 BY
 BN0450'20 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 28.2 METERS (92.5 FT)
 BN0450'NORTHWEST OF THE NORTHWEST END OF A BOX CULVERT, 19.2 METERS (63.0 FT)
 BN0450'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.0 METERS (36.1 FT)
 BN0450'NORTH-NORTHWEST OF A UTILITY POLE AND 0.5 METER (1.6 FT)
 BN0450'WEST-SOUTHWEST OF A FENCE.
 BN0450'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 BN0450'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0450
 BN0450                          STATION RECOVERY (1990)
 BN0450
 BN0450'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0450'RECOVERED IN GOOD CONDITION.
 BN0450
 BN0450                          STATION RECOVERY (1991)
 BN0450
 BN0450'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0450'RECOVERED IN GOOD CONDITION.
 BN0450
 BN0450                          STATION RECOVERY (1995)
 BN0450
 BN0450'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0450'RECOVERED IN GOOD CONDITION.
 BN0450
 BN0450                          STATION RECOVERY (1995)
 BN0450
 BN0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0450'THE STATION IS LOCATED 12.0 KM (7.45 MI) NORTH OF JUNCTION, IN A 3 BY
 BN0450'20-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK.  TO REACH THE STATION
 BN0450'FROM THE INTERSECTION OF U.S.  HIGHWAY BUSINESS ROUTES 377 AND 290 AND
 BN0450'U.S.  HIGHWAY 83 IN JUNCTION, GO NORTHERLY ALONG HIGHWAY 83 TO THE
 BN0450'STATION LEFT.  THE STATION IS 28.2 M (92.5 FT) NORTHWEST OF THE
 BN0450'NORTHWEST END OF A BOX CULVERT, 19.2 M (63.0 FT) WEST-SOUTHWEST OF THE
 BN0450'CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) NORTH-NORTHWEST OF A
 BN0450'UTILITY POLE, 0.5 M (1.6 FT) WEST-SOUTHWEST OF A FENCE, AND 0.3 M (1.0
 BN0450'FT) NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0171 ***********************************************************************
 DP0171  DESIGNATION -  S 145
 DP0171  PID         -  DP0171
 DP0171  STATE/COUNTY-  TX/DICKENS
 DP0171  USGS QUAD   -  AFTON (1981)
 DP0171
 DP0171                         *CURRENT SURVEY CONTROL
 DP0171  ___________________________________________________________________
 DP0171* NAD 83(1986)-  33 46 06.     (N)    100 50 50.     (W)     SCALED    
 DP0171* NAVD 88     -       798.070  (meters)    2618.33   (feet)  ADJUSTED  
 DP0171  ___________________________________________________________________
 DP0171  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DP0171  DYNAMIC HT  -         797.086 (meters)    2615.11  (feet)  COMP
 DP0171  MODELED GRAV-     979,376.9   (mgal)                       NAVD 88
 DP0171
 DP0171  VERT ORDER  -  SECOND    CLASS 0
 DP0171
 DP0171.The horizontal coordinates were scaled from a topographic map and have
 DP0171.an estimated accuracy of +/- 6 seconds.
 DP0171
 DP0171.The orthometric height was determined by differential leveling
 DP0171.and adjusted by the National Geodetic Survey in June 1991..
 DP0171
 DP0171.The geoid height was determined by GEOID03.
 DP0171
 DP0171.The dynamic height is computed by dividing the NAVD 88
 DP0171.geopotential number by the normal gravity value computed on the
 DP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0171.degrees latitude (g = 980.6199 gals.).
 DP0171
 DP0171.The modeled gravity was interpolated from observed gravity values.
 DP0171
 DP0171;                    North         East    Units  Estimated Accuracy
 DP0171;SPC TXNC     - 2,235,490.      382,590.      MT  (+/- 180 meters Scaled)
 DP0171
 DP0171                          SUPERSEDED SURVEY CONTROL
 DP0171
 DP0171  NGVD 29 (??/??/92)  797.782  (m)         2617.39   (f) ADJ UNCH    2 0
 DP0171
 DP0171.Superseded values are not recommended for survey control.
 DP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0171.See file dsdata.txt to determine how the superseded data were derived.
 DP0171
 DP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC289380(NAD 83)
 DP0171_MARKER: DB = BENCH MARK DISK
 DP0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0171_SP_SET: CULVERT
 DP0171_STAMPING: S 145 1938
 DP0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0171
 DP0171  HISTORY     - Date     Condition        Report By
 DP0171  HISTORY     - 1938     MONUMENTED       CGS
 DP0171  HISTORY     - 1956     GOOD             NGS
 DP0171
 DP0171                          STATION DESCRIPTION
 DP0171
 DP0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DP0171'10.6 MI N FROM DICKENS.
 DP0171'10.6 MILES NORTH BY HIGHWAY.  ALONG HIGHWAY U.S. NO. 62.  12 FT. EAST
 DP0171'OF CENTER-LINE OF HIGHWAY.  33 FT. WEST OF R/W FENCE.  SET
 DP0171'HORIZONTALLY IN CENTER OF TOP OF EAST HEADWALL OF A CONCRETE HIGHWAY
 DP0171'CULVERT.
 DP0171
 DP0171                          STATION RECOVERY (1956)
 DP0171
 DP0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 DP0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0172 ***********************************************************************
 DP0172  DESIGNATION -  S 145 RESET 1956
 DP0172  PID         -  DP0172
 DP0172  STATE/COUNTY-  TX/DICKENS
 DP0172  USGS QUAD   -  AFTON (1981)
 DP0172
 DP0172                         *CURRENT SURVEY CONTROL
 DP0172  ___________________________________________________________________
 DP0172* NAD 83(1986)-  33 46 06.     (N)    100 50 50.     (W)     SCALED    
 DP0172* NAVD 88     -       797.90   (meters)    2617.8    (feet)  RESET     
 DP0172  ___________________________________________________________________
 DP0172  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DP0172
 DP0172  VERT ORDER  -  THIRD
 DP0172
 DP0172.The horizontal coordinates were scaled from a topographic map and have
 DP0172.an estimated accuracy of +/- 6 seconds.
 DP0172
 DP0172.The orthometric height was computed from unverified reset data.
 DP0172
 DP0172.The geoid height was determined by GEOID03.
 DP0172
 DP0172;                    North         East    Units  Estimated Accuracy
 DP0172;SPC TXNC     - 2,235,490.      382,590.      MT  (+/- 180 meters Scaled)
 DP0172
 DP0172                          SUPERSEDED SURVEY CONTROL
 DP0172
 DP0172.No superseded survey control is available for this station.
 DP0172
 DP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC289380(NAD 83)
 DP0172_MARKER: DB = BENCH MARK DISK
 DP0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0172_STAMPING: S 145 RESET 1956
 DP0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0172+STABILITY: SURFACE MOTION
 DP0172
 DP0172  HISTORY     - Date     Condition        Report By
 DP0172  HISTORY     - 1956     MONUMENTED       CGS
 DP0172
 DP0172                          STATION DESCRIPTION
 DP0172
 DP0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DP0172'10.6 MI N FROM DICKENS.
 DP0172'ABOUT 10.6 MILES NORTH ALONG U.S.HIGHWAY NO. 70, FROM THE COURT HOUSE
 DP0172'AT DICKENS, IN THE WEST RIGHT-OF-WAY LINE OF THE HIGHWAY, 75 YARDS
 DP0172'NORTHWEST OF A CULVERT AND 0.2 MILE NORTH OF THE INTERSECTION OF
 DP0172'HIGHWAYS NUMBERS 265, 1441 AND 70.  A DISK STAMPED S 145 RESET 1956 IN
 DP0172'A CONCRETE POST PROJECTING ABOUT 6 INCHES AND SET IN THE EDGE OF A
 DP0172'FIELD JUST EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0818 ***********************************************************************
 CT0818  DESIGNATION -  S 1450
 CT0818  PID         -  CT0818
 CT0818  STATE/COUNTY-  TX/TAYLOR
 CT0818  USGS QUAD   -  GOLDSBORO (1967)
 CT0818
 CT0818                         *CURRENT SURVEY CONTROL
 CT0818  ___________________________________________________________________
 CT0818* NAD 83(1986)-  32 05 14.     (N)    099 41 52.     (W)     SCALED    
 CT0818* NAVD 88     -       581.618  (meters)    1908.19   (feet)  ADJUSTED  
 CT0818  ___________________________________________________________________
 CT0818  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CT0818  DYNAMIC HT  -         580.854 (meters)    1905.69  (feet)  COMP
 CT0818  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 CT0818
 CT0818  VERT ORDER  -  FIRST     CLASS II
 CT0818
 CT0818.The horizontal coordinates were scaled from a topographic map and have
 CT0818.an estimated accuracy of +/- 6 seconds.
 CT0818
 CT0818.The orthometric height was determined by differential leveling
 CT0818.and adjusted by the National Geodetic Survey in June 1991..
 CT0818
 CT0818.The geoid height was determined by GEOID03.
 CT0818
 CT0818.The dynamic height is computed by dividing the NAVD 88
 CT0818.geopotential number by the normal gravity value computed on the
 CT0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0818.degrees latitude (g = 980.6199 gals.).
 CT0818
 CT0818.The modeled gravity was interpolated from observed gravity values.
 CT0818
 CT0818;                    North         East    Units  Estimated Accuracy
 CT0818;SPC TXNC     - 2,047,280.      486,930.      MT  (+/- 180 meters Scaled)
 CT0818
 CT0818                          SUPERSEDED SURVEY CONTROL
 CT0818
 CT0818.No superseded survey control is available for this station.
 CT0818
 CT0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA341503(NAD 83)
 CT0818_MARKER: I = METAL ROD
 CT0818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0818_SP_SET: STAINLESS STEEL ROD
 CT0818_STAMPING: S 1450 1982
 CT0818_MARK LOGO: NGS   
 CT0818_PROJECTION: FLUSH
 CT0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0818_ROD/PIPE-DEPTH: 4.6  meters
 CT0818
 CT0818  HISTORY     - Date     Condition        Report By
 CT0818  HISTORY     - 1982     MONUMENTED       NGS
 CT0818
 CT0818                          STATION DESCRIPTION
 CT0818
 CT0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0818'6.8 KM (4.2 MI) SE FROM LAWN.
 CT0818'6.8 KM (4.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0818'WITH FARM ROAD 604 IN LAWN, 39.6 METERS (129.9 FT) SOUTH-SOUTHEAST OF
 CT0818'THE CENTER OF A ROAD LEADING NORTH, 19.4 METERS (63.6 FT)
 CT0818'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.6 METERS (31.5 FT)
 CT0818'NORTHWEST OF A T-FENCE CORNER, 4.5 METERS (14.8 FT) WEST-SOUTHWEST OF
 CT0818'A FENCE AND 1.2 METERS (3.9 FT) NORTH-NORTHWEST OF A UTILITY POLE.
 CT0818'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0818'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 CT0818'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0685 ***********************************************************************
 CC0685  DESIGNATION -  S 1451
 CC0685  PID         -  CC0685
 CC0685  STATE/COUNTY-  TX/ECTOR
 CC0685  USGS QUAD   -  ODESSA SW (1981)
 CC0685
 CC0685                         *CURRENT SURVEY CONTROL
 CC0685  ___________________________________________________________________
 CC0685* NAD 83(1986)-  31 48 37.     (N)    102 26 01.     (W)     SCALED    
 CC0685* NAVD 88     -       897.987  (meters)    2946.15   (feet)  ADJUSTED  
 CC0685  ___________________________________________________________________
 CC0685  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CC0685  DYNAMIC HT  -         896.718 (meters)    2941.98  (feet)  COMP
 CC0685  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 CC0685
 CC0685  VERT ORDER  -  FIRST     CLASS II
 CC0685
 CC0685.The horizontal coordinates were scaled from a topographic map and have
 CC0685.an estimated accuracy of +/- 6 seconds.
 CC0685
 CC0685.The orthometric height was determined by differential leveling
 CC0685.and adjusted by the National Geodetic Survey in June 1991..
 CC0685
 CC0685.The geoid height was determined by GEOID03.
 CC0685
 CC0685.The dynamic height is computed by dividing the NAVD 88
 CC0685.geopotential number by the normal gravity value computed on the
 CC0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0685.degrees latitude (g = 980.6199 gals.).
 CC0685
 CC0685.The modeled gravity was interpolated from observed gravity values.
 CC0685
 CC0685;                    North         East    Units  Estimated Accuracy
 CC0685;SPC TX C     - 3,239,520.      501,150.      MT  (+/- 180 meters Scaled)
 CC0685
 CC0685                          SUPERSEDED SURVEY CONTROL
 CC0685
 CC0685.No superseded survey control is available for this station.
 CC0685
 CC0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR429222(NAD 83)
 CC0685_MARKER: DB = BENCH MARK DISK
 CC0685_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0685_SP_SET: PIER
 CC0685_STAMPING: S 1451 1982
 CC0685_MARK LOGO: NGS   
 CC0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0685
 CC0685  HISTORY     - Date     Condition        Report By
 CC0685  HISTORY     - 1982     MONUMENTED       NGS
 CC0685
 CC0685                          STATION DESCRIPTION
 CC0685
 CC0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0685'7.5 KM (4.65 MI) SW FROM ODESSA.
 CC0685'7.5 KM (4.65 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0685'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, SET VERTICALLY IN
 CC0685'THE SOUTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 2 PIERS OF THE FARM
 CC0685'ROAD 1936 OVERPASS, 14.4 METERS (47.2 FT) SOUTHEAST OF THE NEAR RAIL
 CC0685'AND 9.5 METERS (31.2 FT) NORTHWEST OF THE CENTERLINE OF A PAVED ROAD.
 CC0685'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0816 ***********************************************************************
 CU0816  DESIGNATION -  S 1452
 CU0816  PID         -  CU0816
 CU0816  STATE/COUNTY-  TX/MARTIN
 CU0816  USGS QUAD   -  STANTON SE (1966)
 CU0816
 CU0816                         *CURRENT SURVEY CONTROL
 CU0816  ___________________________________________________________________
 CU0816* NAD 83(1986)-  32 07 16.     (N)    101 48 40.     (W)     SCALED    
 CU0816* NAVD 88     -       820.360  (meters)    2691.46   (feet)  ADJUSTED  
 CU0816  ___________________________________________________________________
 CU0816  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 CU0816  DYNAMIC HT  -         819.222 (meters)    2687.73  (feet)  COMP
 CU0816  MODELED GRAV-     979,225.4   (mgal)                       NAVD 88
 CU0816
 CU0816  VERT ORDER  -  FIRST     CLASS II
 CU0816
 CU0816.The horizontal coordinates were scaled from a topographic map and have
 CU0816.an estimated accuracy of +/- 6 seconds.
 CU0816
 CU0816.The orthometric height was determined by differential leveling
 CU0816.and adjusted by the National Geodetic Survey in June 1991..
 CU0816
 CU0816.The geoid height was determined by GEOID03.
 CU0816
 CU0816.The dynamic height is computed by dividing the NAVD 88
 CU0816.geopotential number by the normal gravity value computed on the
 CU0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0816.degrees latitude (g = 980.6199 gals.).
 CU0816
 CU0816.The modeled gravity was interpolated from observed gravity values.
 CU0816
 CU0816;                    North         East    Units  Estimated Accuracy
 CU0816;SPC TXNC     - 2,055,320.      287,590.      MT  (+/- 180 meters Scaled)
 CU0816
 CU0816                          SUPERSEDED SURVEY CONTROL
 CU0816
 CU0816.No superseded survey control is available for this station.
 CU0816
 CU0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA347573(NAD 83)
 CU0816_MARKER: I = METAL ROD
 CU0816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0816_SP_SET: STAINLESS STEEL ROD
 CU0816_STAMPING: S 1452 1982
 CU0816_MARK LOGO: NGS   
 CU0816_PROJECTION: FLUSH
 CU0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0816_ROD/PIPE-DEPTH: 7.9  meters
 CU0816
 CU0816  HISTORY     - Date     Condition        Report By
 CU0816  HISTORY     - 1982     MONUMENTED       NGS
 CU0816
 CU0816                          STATION DESCRIPTION
 CU0816
 CU0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0816'27.7 KM (17.2 MI) NE FROM MIDLAND.
 CU0816'27.7 KM (17.2 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0816'FROM THE POST OFFICE IN MIDLAND, 16.9 METERS (55.4 FT) SOUTHWEST OF
 CU0816'THE CENTER OF A DRIVEWAY, 11.2 METERS (36.7 FT) SOUTHEAST OF THE
 CU0816'CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 80, 7.8 METERS
 CU0816'(25.6 FT) NORTHWEST OF THE NEAR RAIL AND 1.3 METERS (4.3 FT) NORTHEAST
 CU0816'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CU0816'LOGO CAP.
 CU0816'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CU0816'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0789 ***********************************************************************
 CU0789  DESIGNATION -  S 1453
 CU0789  PID         -  CU0789
 CU0789  STATE/COUNTY-  TX/HOWARD
 CU0789  USGS QUAD   -  COAHOMA (1971)
 CU0789
 CU0789                         *CURRENT SURVEY CONTROL
 CU0789  ___________________________________________________________________
 CU0789* NAD 83(1986)-  32 17 06.     (N)    101 20 17.     (W)     SCALED    
 CU0789* NAVD 88     -       735.423  (meters)    2412.80   (feet)  ADJUSTED  
 CU0789  ___________________________________________________________________
 CU0789  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CU0789  DYNAMIC HT  -         734.422 (meters)    2409.52  (feet)  COMP
 CU0789  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 CU0789
 CU0789  VERT ORDER  -  FIRST     CLASS II
 CU0789
 CU0789.The horizontal coordinates were scaled from a topographic map and have
 CU0789.an estimated accuracy of +/- 6 seconds.
 CU0789
 CU0789.The orthometric height was determined by differential leveling
 CU0789.and adjusted by the National Geodetic Survey in June 1991..
 CU0789
 CU0789.The geoid height was determined by GEOID03.
 CU0789
 CU0789.The dynamic height is computed by dividing the NAVD 88
 CU0789.geopotential number by the normal gravity value computed on the
 CU0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0789.degrees latitude (g = 980.6199 gals.).
 CU0789
 CU0789.The modeled gravity was interpolated from observed gravity values.
 CU0789
 CU0789;                    North         East    Units  Estimated Accuracy
 CU0789;SPC TXNC     - 2,072,180.      332,700.      MT  (+/- 180 meters Scaled)
 CU0789
 CU0789                          SUPERSEDED SURVEY CONTROL
 CU0789
 CU0789.No superseded survey control is available for this station.
 CU0789
 CU0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA798744(NAD 83)
 CU0789_MARKER: DB = BENCH MARK DISK
 CU0789_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0789_SP_SET: PIER
 CU0789_STAMPING: S 1453 1982
 CU0789_MARK LOGO: NGS   
 CU0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0789+STABILITY: POSITION/ELEVATION WELL
 CU0789
 CU0789  HISTORY     - Date     Condition        Report By
 CU0789  HISTORY     - 1982     MONUMENTED       NGS
 CU0789
 CU0789                          STATION DESCRIPTION
 CU0789
 CU0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0789'15.1 KM (9.4 MI) NE FROM BIG SPRING.
 CU0789'15.1 KM (9.4 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0789'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0789'SOUTHWEST FACE OF THE MOST SOUTHEASTERLY 1 OF 4 PIERS OF THE EAST
 CU0789'BOUND LANES OF THE INTERSTATE HIGHWAY 20 OVERPASS OF SALEM ROAD (EXIT
 CU0789'186) AND 6.9 METERS (22.6 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD.
 CU0789'THE MARK IS 1.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0423 ***********************************************************************
 BN0423  DESIGNATION -  S 1454
 BN0423  PID         -  BN0423
 BN0423  STATE/COUNTY-  TX/EDWARDS
 BN0423  USGS QUAD   -  TELEGRAPH (1974)
 BN0423
 BN0423                         *CURRENT SURVEY CONTROL
 BN0423  ___________________________________________________________________
 BN0423* NAD 83(1986)-  30 16 23.     (N)    099 55 45.     (W)     SCALED    
 BN0423* NAVD 88     -       615.395  (meters)    2019.01   (feet)  ADJUSTED  
 BN0423  ___________________________________________________________________
 BN0423  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0423  DYNAMIC HT  -         614.498 (meters)    2016.07  (feet)  COMP
 BN0423  MODELED GRAV-     979,163.7   (mgal)                       NAVD 88
 BN0423
 BN0423  VERT ORDER  -  FIRST     CLASS II
 BN0423
 BN0423.The horizontal coordinates were scaled from a topographic map and have
 BN0423.an estimated accuracy of +/- 6 seconds.
 BN0423
 BN0423.The orthometric height was determined by differential leveling
 BN0423.and adjusted by the National Geodetic Survey in June 1991..
 BN0423
 BN0423.The geoid height was determined by GEOID03.
 BN0423
 BN0423.The dynamic height is computed by dividing the NAVD 88
 BN0423.geopotential number by the normal gravity value computed on the
 BN0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0423.degrees latitude (g = 980.6199 gals.).
 BN0423
 BN0423.The modeled gravity was interpolated from observed gravity values.
 BN0423
 BN0423;                    North         East    Units  Estimated Accuracy
 BN0423;SPC TXSC     - 4,270,750.      510,600.      MT  (+/- 180 meters Scaled)
 BN0423
 BN0423                          SUPERSEDED SURVEY CONTROL
 BN0423
 BN0423.No superseded survey control is available for this station.
 BN0423
 BN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU106494(NAD 83)
 BN0423_MARKER: DB = BENCH MARK DISK
 BN0423_SETTING: 66 = SET IN ROCK OUTCROP
 BN0423_SP_SET: ROCK OUTCROP
 BN0423_STAMPING: S 1454 1982
 BN0423_MARK LOGO: NGS   
 BN0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0423+STABILITY: POSITION/ELEVATION WELL
 BN0423
 BN0423  HISTORY     - Date     Condition        Report By
 BN0423  HISTORY     - 1982     MONUMENTED       NGS
 BN0423
 BN0423                          STATION DESCRIPTION
 BN0423
 BN0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0423'33.0 KM (20.5 MI) SW FROM JUNCTION.
 BN0423'33.0 KM (20.5 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0423'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, 0.2 KM (0.1 MI)
 BN0423'SOUTHWEST OF A GRAVELED ROAD LEADING SOUTHEAST, IN THE CENTER OF A 2
 BN0423'BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK AND 18.0 METERS (59.1 FT)
 BN0423'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 BN0423'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 BN0423'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0830 ***********************************************************************
 CA0830  DESIGNATION -  S 1455
 CA0830  PID         -  CA0830
 CA0830  STATE/COUNTY-  TX/MCCULLOCH
 CA0830  USGS QUAD   -  MERCURY (1987)
 CA0830
 CA0830                         *CURRENT SURVEY CONTROL
 CA0830  ___________________________________________________________________
 CA0830* NAD 83(1986)-  31 27 14.     (N)    099 09 49.     (W)     SCALED    
 CA0830* NAVD 88     -       418.802  (meters)    1374.02   (feet)  ADJUSTED  
 CA0830  ___________________________________________________________________
 CA0830  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 CA0830  DYNAMIC HT  -         418.246 (meters)    1372.20  (feet)  COMP
 CA0830  MODELED GRAV-     979,300.3   (mgal)                       NAVD 88
 CA0830
 CA0830  VERT ORDER  -  FIRST     CLASS II
 CA0830
 CA0830.The horizontal coordinates were scaled from a topographic map and have
 CA0830.an estimated accuracy of +/- 6 seconds.
 CA0830
 CA0830.The orthometric height was determined by differential leveling
 CA0830.and adjusted by the National Geodetic Survey in June 1991..
 CA0830
 CA0830.The geoid height was determined by GEOID03.
 CA0830
 CA0830.The dynamic height is computed by dividing the NAVD 88
 CA0830.geopotential number by the normal gravity value computed on the
 CA0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0830.degrees latitude (g = 980.6199 gals.).
 CA0830
 CA0830.The modeled gravity was interpolated from observed gravity values.
 CA0830
 CA0830;                    North         East    Units  Estimated Accuracy
 CA0830;SPC TX C     - 3,198,710.      811,170.      MT  (+/- 180 meters Scaled)
 CA0830
 CA0830                          SUPERSEDED SURVEY CONTROL
 CA0830
 CA0830.No superseded survey control is available for this station.
 CA0830
 CA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV844799(NAD 83)
 CA0830_MARKER: I = METAL ROD
 CA0830_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0830+WITH SETTING: INFORMATION.
 CA0830_SP_SET: SHALLOW SET METAL ROD
 CA0830_STAMPING: S 1455 1982
 CA0830_MARK LOGO: NGS   
 CA0830_PROJECTION: FLUSH
 CA0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0830+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0830_ROD/PIPE-DEPTH: 1.2  meters
 CA0830
 CA0830  HISTORY     - Date     Condition        Report By
 CA0830  HISTORY     - 1982     MONUMENTED       NGS
 CA0830  HISTORY     - 19950827 GOOD             USPSQD
 CA0830  HISTORY     - 20060319 GOOD             USPSQD
 CA0830
 CA0830                          STATION DESCRIPTION
 CA0830
 CA0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0830'35.9 KM (22.3 MI) SW FROM BROWNWOOD.
 CA0830'35.9 KM (22.3 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0830'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 34.5 METERS (113.2
 CA0830'FT) SOUTH OF THE SOUTHEAST END OF A BOX CULVERT, 14.6 METERS (47.9 FT)
 CA0830'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 3.9 METERS (12.8
 CA0830'FT) NORTH-NORTHEAST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=REFUSAL
 CA0830'WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0830'LOGO CAP.
 CA0830'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 CA0830'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0830
 CA0830                          STATION RECOVERY (1995)
 CA0830
 CA0830'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0830'RECOVERED IN GOOD CONDITION.
 CA0830
 CA0830                          STATION RECOVERY (2006)
 CA0830
 CA0830'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0830'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0854 ***********************************************************************
 CA0854  DESIGNATION -  S 1456
 CA0854  PID         -  CA0854
 CA0854  STATE/COUNTY-  TX/BROWN
 CA0854  USGS QUAD   -  BANGS EAST (1987)
 CA0854
 CA0854                         *CURRENT SURVEY CONTROL
 CA0854  ___________________________________________________________________
 CA0854* NAD 83(1986)-  31 43 21.     (N)    099 01 30.     (W)     SCALED    
 CA0854* NAVD 88     -       457.631  (meters)    1501.41   (feet)  ADJUSTED  
 CA0854  ___________________________________________________________________
 CA0854  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CA0854  DYNAMIC HT  -         457.032 (meters)    1499.45  (feet)  COMP
 CA0854  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 CA0854
 CA0854  VERT ORDER  -  FIRST     CLASS II
 CA0854
 CA0854.The horizontal coordinates were scaled from a topographic map and have
 CA0854.an estimated accuracy of +/- 6 seconds.
 CA0854
 CA0854.The orthometric height was determined by differential leveling
 CA0854.and adjusted by the National Geodetic Survey in June 1991..
 CA0854
 CA0854.The geoid height was determined by GEOID03.
 CA0854
 CA0854.The dynamic height is computed by dividing the NAVD 88
 CA0854.geopotential number by the normal gravity value computed on the
 CA0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0854.degrees latitude (g = 980.6199 gals.).
 CA0854
 CA0854.The modeled gravity was interpolated from observed gravity values.
 CA0854
 CA0854;                    North         East    Units  Estimated Accuracy
 CA0854;SPC TX C     - 3,228,640.      823,990.      MT  (+/- 180 meters Scaled)
 CA0854
 CA0854                          SUPERSEDED SURVEY CONTROL
 CA0854
 CA0854.No superseded survey control is available for this station.
 CA0854
 CA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA976096(NAD 83)
 CA0854_MARKER: DB = BENCH MARK DISK
 CA0854_SETTING: 66 = SET IN ROCK OUTCROP
 CA0854_SP_SET: ROCK OUTCROP
 CA0854_STAMPING: S 1456 1982
 CA0854_MARK LOGO: NGS   
 CA0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0854+STABILITY: POSITION/ELEVATION WELL
 CA0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0854+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0854
 CA0854  HISTORY     - Date     Condition        Report By
 CA0854  HISTORY     - 1982     MONUMENTED       NGS
 CA0854  HISTORY     - 1982     GOOD             NGS
 CA0854  HISTORY     - 1983     GOOD             NGS
 CA0854  HISTORY     - 20060320 GOOD             USPSQD
 CA0854
 CA0854                          STATION DESCRIPTION
 CA0854
 CA0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0854'4.7 KM (2.9 MI) WEST FROM BROWNWOOD.
 CA0854'4.7 KM (2.9 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0854'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, IN THE CENTER OF A 3 BY 4
 CA0854'FT EXPOSED AREA OF OUTCROPPING BEDROCK, 36.0 METERS (118.1 FT) NORTH
 CA0854'OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, 32.3 METERS
 CA0854'(106.0 FT) NORTHWEST OF THE NORTHWEST END OF A BOX CULVERT, 7.4 METERS
 CA0854'(24.3 FT) WEST OF A UTILITY POLE AND 0.5 METER (1.6 FT) SOUTH OF A
 CA0854'FENCE.
 CA0854'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 CA0854'THE MARK IS ABOVE LEVEL WITH K.
 CA0854
 CA0854                          STATION RECOVERY (1982)
 CA0854
 CA0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0854'RECOVERED IN GOOD CONDITION.
 CA0854
 CA0854                          STATION RECOVERY (1983)
 CA0854
 CA0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0854'RECOVERED IN GOOD CONDITION.
 CA0854
 CA0854                          STATION RECOVERY (2006)
 CA0854
 CA0854'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0854'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0830 ***********************************************************************
 CT0830  DESIGNATION -  S 1457
 CT0830  PID         -  CT0830
 CT0830  STATE/COUNTY-  TX/TAYLOR
 CT0830  USGS QUAD   -  TUSCOLA (1967)
 CT0830
 CT0830                         *CURRENT SURVEY CONTROL
 CT0830  ___________________________________________________________________
 CT0830* NAD 83(1986)-  32 13 25.     (N)    099 45 46.     (W)     SCALED    
 CT0830* NAVD 88     -       599.381  (meters)    1966.47   (feet)  ADJUSTED  
 CT0830  ___________________________________________________________________
 CT0830  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CT0830  DYNAMIC HT  -         598.596 (meters)    1963.89  (feet)  COMP
 CT0830  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 CT0830
 CT0830  VERT ORDER  -  FIRST     CLASS II
 CT0830
 CT0830.The horizontal coordinates were scaled from a topographic map and have
 CT0830.an estimated accuracy of +/- 6 seconds.
 CT0830
 CT0830.The orthometric height was determined by differential leveling
 CT0830.and adjusted by the National Geodetic Survey in June 1991..
 CT0830
 CT0830.The geoid height was determined by GEOID03.
 CT0830
 CT0830.The dynamic height is computed by dividing the NAVD 88
 CT0830.geopotential number by the normal gravity value computed on the
 CT0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0830.degrees latitude (g = 980.6199 gals.).
 CT0830
 CT0830.The modeled gravity was interpolated from observed gravity values.
 CT0830
 CT0830;                    North         East    Units  Estimated Accuracy
 CT0830;SPC TXNC     - 2,062,480.      480,970.      MT  (+/- 180 meters Scaled)
 CT0830
 CT0830                          SUPERSEDED SURVEY CONTROL
 CT0830
 CT0830.No superseded survey control is available for this station.
 CT0830
 CT0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA281654(NAD 83)
 CT0830_MARKER: I = METAL ROD
 CT0830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CT0830_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CT0830_STAMPING: S 1457 1982
 CT0830_MARK LOGO: NGS   
 CT0830_PROJECTION: FLUSH
 CT0830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0830+STABILITY: POSITION/ELEVATION WELL
 CT0830_ROD/PIPE-DEPTH: 9.8  meters
 CT0830_SLEEVE-DEPTH  : 9.1 meters
 CT0830
 CT0830  HISTORY     - Date     Condition        Report By
 CT0830  HISTORY     - 1982     MONUMENTED       NGS
 CT0830  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 CT0830
 CT0830                          STATION DESCRIPTION
 CT0830
 CT0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0830'11.1 KM (6.9 MI) NW FROM LAWN.
 CT0830'10.6 KM (6.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0830'WITH FARM ROAD 604 IN LAWN, THENCE 0.5 KM (0.3 MI) SOUTHWESTERLY ALONG
 CT0830'U.S. HIGHWAY 83 AND 17.5 METERS (57.4 FT) SOUTH-SOUTHEAST OF THE
 CT0830'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CT0830'A 5-INCH LOGO CAP.
 CT0830'THE MARK IS 0.8 METERS  NNW FROM  A WITNESS POST AND FENCE
 CT0830'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0830
 CT0830                          STATION RECOVERY (1994)
 CT0830
 CT0830'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0742 ***********************************************************************
 CU0742  DESIGNATION -  S 1458
 CU0742  PID         -  CU0742
 CU0742  STATE/COUNTY-  TX/NOLAN
 CU0742  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0742
 CU0742                         *CURRENT SURVEY CONTROL
 CU0742  ___________________________________________________________________
 CU0742* NAD 83(1986)-  32 29 39.     (N)    100 18 07.     (W)     SCALED    
 CU0742* NAVD 88     -       628.734  (meters)    2062.77   (feet)  ADJUSTED  
 CU0742  ___________________________________________________________________
 CU0742  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CU0742  DYNAMIC HT  -         627.902 (meters)    2060.04  (feet)  COMP
 CU0742  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 CU0742
 CU0742  VERT ORDER  -  FIRST     CLASS II
 CU0742
 CU0742.The horizontal coordinates were scaled from a topographic map and have
 CU0742.an estimated accuracy of +/- 6 seconds.
 CU0742
 CU0742.The orthometric height was determined by differential leveling
 CU0742.and adjusted by the National Geodetic Survey in June 1991..
 CU0742
 CU0742.The geoid height was determined by GEOID03.
 CU0742
 CU0742.The dynamic height is computed by dividing the NAVD 88
 CU0742.geopotential number by the normal gravity value computed on the
 CU0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0742.degrees latitude (g = 980.6199 gals.).
 CU0742
 CU0742.The modeled gravity was interpolated from observed gravity values.
 CU0742
 CU0742;                    North         East    Units  Estimated Accuracy
 CU0742;SPC TXNC     - 2,093,210.      430,670.      MT  (+/- 180 meters Scaled)
 CU0742
 CU0742                          SUPERSEDED SURVEY CONTROL
 CU0742
 CU0742.No superseded survey control is available for this station.
 CU0742
 CU0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA776959(NAD 83)
 CU0742_MARKER: DB = BENCH MARK DISK
 CU0742_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0742_SP_SET: PIER
 CU0742_STAMPING: S 1458 1982
 CU0742_MARK LOGO: NGS   
 CU0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0742
 CU0742  HISTORY     - Date     Condition        Report By
 CU0742  HISTORY     - 1982     MONUMENTED       NGS
 CU0742
 CU0742                          STATION DESCRIPTION
 CU0742
 CU0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0742'10.5 KM (6.55 MI) EAST FROM SWEETWATER.
 CU0742'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0742'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0742'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0742'6.1 KM (3.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, SET VERTICALLY
 CU0742'IN THE NORTH FACE OF THE MOST WESTERLY ONE OF TWO PIERS OF THE FIRST
 CU0742'SET OF PIERS SOUTH OF THE NORTH ABUTMENT OF THE ESKOTA ROAD (EXIT 251)
 CU0742'OVERPASS AND 8.4 METERS (27.6 FT) NORTH OF THE CENTERLINE OF THE WEST
 CU0742'BOUND LANES OF THE HIGHWAY.
 CU0742'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0768 ***********************************************************************
 CU0768  DESIGNATION -  S 1459
 CU0768  PID         -  CU0768
 CU0768  STATE/COUNTY-  TX/MITCHELL
 CU0768  USGS QUAD   -  CEDAR BEND (1979)
 CU0768
 CU0768                         *CURRENT SURVEY CONTROL
 CU0768  ___________________________________________________________________
 CU0768* NAD 83(1986)-  32 23 32.     (N)    100 55 38.     (W)     SCALED    
 CU0768* NAVD 88     -       654.701  (meters)    2147.96   (feet)  ADJUSTED  
 CU0768  ___________________________________________________________________
 CU0768  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CU0768  DYNAMIC HT  -         653.827 (meters)    2145.10  (feet)  COMP
 CU0768  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 CU0768
 CU0768  VERT ORDER  -  FIRST     CLASS II
 CU0768
 CU0768.The horizontal coordinates were scaled from a topographic map and have
 CU0768.an estimated accuracy of +/- 6 seconds.
 CU0768
 CU0768.The orthometric height was determined by differential leveling
 CU0768.and adjusted by the National Geodetic Survey in June 1991..
 CU0768
 CU0768.The geoid height was determined by GEOID03.
 CU0768
 CU0768.The dynamic height is computed by dividing the NAVD 88
 CU0768.geopotential number by the normal gravity value computed on the
 CU0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0768.degrees latitude (g = 980.6199 gals.).
 CU0768
 CU0768.The modeled gravity was interpolated from observed gravity values.
 CU0768
 CU0768;                    North         East    Units  Estimated Accuracy
 CU0768;SPC TXNC     - 2,083,100.      371,660.      MT  (+/- 180 meters Scaled)
 CU0768
 CU0768                          SUPERSEDED SURVEY CONTROL
 CU0768
 CU0768.No superseded survey control is available for this station.
 CU0768
 CU0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA187855(NAD 83)
 CU0768_MARKER: DB = BENCH MARK DISK
 CU0768_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0768_SP_SET: PIER
 CU0768_STAMPING: S 1459 1982
 CU0768_MARK LOGO: NGS   
 CU0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0768
 CU0768  HISTORY     - Date     Condition        Report By
 CU0768  HISTORY     - 1982     MONUMENTED       NGS
 CU0768
 CU0768                          STATION DESCRIPTION
 CU0768
 CU0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0768'6.7 KM (4.15 MI) SW FROM COLORADO CITY.
 CU0768'6.7 KM (4.15 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0768'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, SET VERTICALLY IN
 CU0768'THE EAST FACE OF THE MOST NORTHERLY 1 OF 4 PIERS OF THE WEST BOUND
 CU0768'LANES OF THE FARM ROAD 1229 OVERPASS AND 7.5 METERS (24.6 FT)
 CU0768'EAST-NORTHEAST OF THE CENTER OF THE ROAD.
 CU0768'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0858 ***********************************************************************
 CU0858  DESIGNATION -  S 1460
 CU0858  PID         -  CU0858
 CU0858  STATE/COUNTY-  TX/SCURRY
 CU0858  USGS QUAD   -  HERMLEIGH (1979)
 CU0858
 CU0858                         *CURRENT SURVEY CONTROL
 CU0858  ___________________________________________________________________
 CU0858* NAD 83(1986)-  32 37 39.     (N)    100 45 35.     (W)     SCALED    
 CU0858* NAVD 88     -       742.603  (meters)    2436.36   (feet)  ADJUSTED  
 CU0858  ___________________________________________________________________
 CU0858  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CU0858  DYNAMIC HT  -         741.608 (meters)    2433.09  (feet)  COMP
 CU0858  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 CU0858
 CU0858  VERT ORDER  -  FIRST     CLASS II
 CU0858
 CU0858.The horizontal coordinates were scaled from a topographic map and have
 CU0858.an estimated accuracy of +/- 6 seconds.
 CU0858
 CU0858.The orthometric height was determined by differential leveling
 CU0858.and adjusted by the National Geodetic Survey in June 1991..
 CU0858
 CU0858.The geoid height was determined by GEOID03.
 CU0858
 CU0858.The dynamic height is computed by dividing the NAVD 88
 CU0858.geopotential number by the normal gravity value computed on the
 CU0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0858.degrees latitude (g = 980.6199 gals.).
 CU0858
 CU0858.The modeled gravity was interpolated from observed gravity values.
 CU0858
 CU0858;                    North         East    Units  Estimated Accuracy
 CU0858;SPC TXNC     - 2,108,830.      387,980.      MT  (+/- 180 meters Scaled)
 CU0858
 CU0858                          SUPERSEDED SURVEY CONTROL
 CU0858
 CU0858.No superseded survey control is available for this station.
 CU0858
 CU0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB349113(NAD 83)
 CU0858_MARKER: I = METAL ROD
 CU0858_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0858_SP_SET: STAINLESS STEEL ROD
 CU0858_STAMPING: S 1460 1982
 CU0858_MARK LOGO: NGS   
 CU0858_PROJECTION: FLUSH
 CU0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0858_ROD/PIPE-DEPTH: 7.3  meters
 CU0858
 CU0858  HISTORY     - Date     Condition        Report By
 CU0858  HISTORY     - 1982     MONUMENTED       NGS
 CU0858
 CU0858                          STATION DESCRIPTION
 CU0858
 CU0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0858'13.9 KM (8.65 MI) SE FROM SNYDER.
 CU0858'13.9 KM (8.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0858'JUNCTION WITH U.S. HIGHWAY 180 IN SNYDER, 51.5 METERS (169.0 FT)
 CU0858'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CU0858'HIGHWAY, 21.0 METERS (68.9 FT) SOUTH-SOUTHEAST OF THE CENTER OF A
 CU0858'GRAVELED ROAD LEADING WEST, 15.3 METERS (50.2 FT) SOUTHWEST OF THE
 CU0858'NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC RAILROAD AND 0.9 METER
 CU0858'(3.0 FT) NORTH-NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CU0858'POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0858'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CU0858'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0841 ***********************************************************************
 CU0841  DESIGNATION -  S 1461
 CU0841  PID         -  CU0841
 CU0841  STATE/COUNTY-  TX/SCURRY
 CU0841  USGS QUAD   -  BRAND (1954)
 CU0841
 CU0841                         *CURRENT SURVEY CONTROL
 CU0841  ___________________________________________________________________
 CU0841* NAD 83(1986)-  32 50 03.     (N)    100 59 20.     (W)     SCALED    
 CU0841* NAVD 88     -       753.093  (meters)    2470.77   (feet)  ADJUSTED  
 CU0841  ___________________________________________________________________
 CU0841  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CU0841  DYNAMIC HT  -         752.109 (meters)    2467.54  (feet)  COMP
 CU0841  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 CU0841
 CU0841  VERT ORDER  -  FIRST     CLASS II
 CU0841
 CU0841.The horizontal coordinates were scaled from a topographic map and have
 CU0841.an estimated accuracy of +/- 6 seconds.
 CU0841
 CU0841.The orthometric height was determined by differential leveling
 CU0841.and adjusted by the National Geodetic Survey in June 1991..
 CU0841
 CU0841.The geoid height was determined by GEOID03.
 CU0841
 CU0841.The dynamic height is computed by dividing the NAVD 88
 CU0841.geopotential number by the normal gravity value computed on the
 CU0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0841.degrees latitude (g = 980.6199 gals.).
 CU0841
 CU0841.The modeled gravity was interpolated from observed gravity values.
 CU0841
 CU0841;                    North         East    Units  Estimated Accuracy
 CU0841;SPC TXNC     - 2,132,220.      367,020.      MT  (+/- 180 meters Scaled)
 CU0841
 CU0841                          SUPERSEDED SURVEY CONTROL
 CU0841
 CU0841.No superseded survey control is available for this station.
 CU0841
 CU0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB138346(NAD 83)
 CU0841_MARKER: I = METAL ROD
 CU0841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0841_SP_SET: STAINLESS STEEL ROD
 CU0841_STAMPING: S 1461 1982
 CU0841_MARK LOGO: NGS   
 CU0841_PROJECTION: FLUSH
 CU0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0841_ROD/PIPE-DEPTH: 6.1  meters
 CU0841
 CU0841  HISTORY     - Date     Condition        Report By
 CU0841  HISTORY     - 1982     MONUMENTED       NGS
 CU0841
 CU0841                          STATION DESCRIPTION
 CU0841
 CU0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0841'19.2 KM (11.85 MI) NW FROM SNYDER.
 CU0841'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0841'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0841'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0841'NORTH ALONG FARM ROAD 1611, THENCE 5.4 KM (3.35 MI) NORTHWESTERLY
 CU0841'ALONG U.S. HIGHWAY 84, 0.6 KM (0.35 MI) NORTHWEST OF A GRAVELED ROAD
 CU0841'LEADING NORTHEAST TO A FARM HOUSE, 21.3 METERS (69.9 FT) SOUTHWEST OF
 CU0841'THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 16.8
 CU0841'METERS (55.1 FT) NORTHEAST OF THE NEAR RAIL AND 0.9 METER (3.0 FT)
 CU0841'SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0841'THROUGH A 5-INCH LOGO CAP.
 CU0841'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0841'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0481 ***********************************************************************
 DP0481  DESIGNATION -  S 1462
 DP0481  PID         -  DP0481
 DP0481  STATE/COUNTY-  TX/GARZA
 DP0481  USGS QUAD   -  JUSTICEBURG (1969)
 DP0481
 DP0481                         *CURRENT SURVEY CONTROL
 DP0481  ___________________________________________________________________
 DP0481* NAD 83(1986)-  33 02 56.     (N)    101 12 26.     (W)     SCALED    
 DP0481* NAVD 88     -       688.533  (meters)    2258.96   (feet)  ADJUSTED  
 DP0481  ___________________________________________________________________
 DP0481  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DP0481  DYNAMIC HT  -         687.665 (meters)    2256.11  (feet)  COMP
 DP0481  MODELED GRAV-     979,354.5   (mgal)                       NAVD 88
 DP0481
 DP0481  VERT ORDER  -  FIRST     CLASS II
 DP0481
 DP0481.The horizontal coordinates were scaled from a topographic map and have
 DP0481.an estimated accuracy of +/- 6 seconds.
 DP0481
 DP0481.The orthometric height was determined by differential leveling
 DP0481.and adjusted by the National Geodetic Survey in June 1991..
 DP0481
 DP0481.The geoid height was determined by GEOID03.
 DP0481
 DP0481.The dynamic height is computed by dividing the NAVD 88
 DP0481.geopotential number by the normal gravity value computed on the
 DP0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0481.degrees latitude (g = 980.6199 gals.).
 DP0481
 DP0481.The modeled gravity was interpolated from observed gravity values.
 DP0481
 DP0481;                    North         East    Units  Estimated Accuracy
 DP0481;SPC TXNC     - 2,156,530.      347,200.      MT  (+/- 180 meters Scaled)
 DP0481
 DP0481                          SUPERSEDED SURVEY CONTROL
 DP0481
 DP0481.No superseded survey control is available for this station.
 DP0481
 DP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB939588(NAD 83)
 DP0481_MARKER: I = METAL ROD
 DP0481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0481_SP_SET: STAINLESS STEEL ROD
 DP0481_STAMPING: S 1462 1982
 DP0481_MARK LOGO: NGS   
 DP0481_PROJECTION: FLUSH
 DP0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0481_ROD/PIPE-DEPTH: 4.6  meters
 DP0481
 DP0481  HISTORY     - Date     Condition        Report By
 DP0481  HISTORY     - 1982     MONUMENTED       NGS
 DP0481
 DP0481                          STATION DESCRIPTION
 DP0481
 DP0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0481'23.1 KM (14.35 MI) SE FROM POST.
 DP0481'23.1 KM (14.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0481'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 0.1 KM (0.05
 DP0481'MI) NORTHWEST OF THE JUNCTION OF FARM ROAD 2458, 15.7 METERS (51.5 FT)
 DP0481'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DP0481'HIGHWAY AND 1.3 METERS (4.3 FT) SOUTHEAST OF A UTILITY POLE.
 DP0481'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0481'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST AND FENCE
 DP0481'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0444 ***********************************************************************
 DP0444  DESIGNATION -  S 1463
 DP0444  PID         -  DP0444
 DP0444  STATE/COUNTY-  TX/GARZA
 DP0444  USGS QUAD   -  SOUTHLAND (1965)
 DP0444
 DP0444                         *CURRENT SURVEY CONTROL
 DP0444  ___________________________________________________________________
 DP0444* NAD 83(1986)-  33 18 57.     (N)    101 31 22.     (W)     SCALED    
 DP0444* NAVD 88     -       912.795  (meters)    2994.73   (feet)  ADJUSTED  
 DP0444  ___________________________________________________________________
 DP0444  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 DP0444  DYNAMIC HT  -         911.606 (meters)    2990.83  (feet)  COMP
 DP0444  MODELED GRAV-     979,304.6   (mgal)                       NAVD 88
 DP0444
 DP0444  VERT ORDER  -  FIRST     CLASS II
 DP0444
 DP0444.The horizontal coordinates were scaled from a topographic map and have
 DP0444.an estimated accuracy of +/- 6 seconds.
 DP0444
 DP0444.The orthometric height was determined by differential leveling
 DP0444.and adjusted by the National Geodetic Survey in June 1991..
 DP0444
 DP0444.The geoid height was determined by GEOID03.
 DP0444
 DP0444.The dynamic height is computed by dividing the NAVD 88
 DP0444.geopotential number by the normal gravity value computed on the
 DP0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0444.degrees latitude (g = 980.6199 gals.).
 DP0444
 DP0444.The modeled gravity was interpolated from observed gravity values.
 DP0444
 DP0444;                    North         East    Units  Estimated Accuracy
 DP0444;SPC TXNC     - 2,186,930.      318,590.      MT  (+/- 180 meters Scaled)
 DP0444
 DP0444                          SUPERSEDED SURVEY CONTROL
 DP0444
 DP0444.No superseded survey control is available for this station.
 DP0444
 DP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB651891(NAD 83)
 DP0444_MARKER: I = METAL ROD
 DP0444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0444_SP_SET: STAINLESS STEEL ROD
 DP0444_STAMPING: S 1463 1982
 DP0444_MARK LOGO: NGS   
 DP0444_PROJECTION: FLUSH
 DP0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0444+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0444_ROD/PIPE-DEPTH: 6.4  meters
 DP0444
 DP0444  HISTORY     - Date     Condition        Report By
 DP0444  HISTORY     - 1982     MONUMENTED       NGS
 DP0444  HISTORY     - 19890630 GOOD             NGS
 DP0444
 DP0444                          STATION DESCRIPTION
 DP0444
 DP0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0444'20.1 KM (12.5 MI) NW FROM POST.
 DP0444'20.1 KM (12.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0444'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 42.0 METERS
 DP0444'(137.8 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 DP0444'THE HIGHWAY, 9.8 METERS (32.2 FT) SOUTH OF THE CENTER OF A GRAVELED
 DP0444'ROAD LEADING WEST AND 1.2 METERS (3.9 FT) WEST OF A UTILITY POLE.
 DP0444'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0444'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DP0444'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0444
 DP0444                          STATION RECOVERY (1989)
 DP0444
 DP0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1648 ***********************************************************************
 AY1648  DESIGNATION -  S 1464
 AY1648  PID         -  AY1648
 AY1648  STATE/COUNTY-  TX/BEXAR
 AY1648  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1648
 AY1648                         *CURRENT SURVEY CONTROL
 AY1648  ___________________________________________________________________
 AY1648* NAD 83(1986)-  29 25 47.     (N)    098 32 43.     (W)     SCALED    
 AY1648* NAVD 88     -       204.150  (meters)     669.78   (feet)  ADJUSTED  
 AY1648  ___________________________________________________________________
 AY1648  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY1648  DYNAMIC HT  -         203.853 (meters)     668.81  (feet)  COMP
 AY1648  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AY1648
 AY1648  VERT ORDER  -  FIRST     CLASS II
 AY1648
 AY1648.The horizontal coordinates were scaled from a topographic map and have
 AY1648.an estimated accuracy of +/- 6 seconds.
 AY1648
 AY1648.The orthometric height was determined by differential leveling
 AY1648.and adjusted by the National Geodetic Survey in June 1991..
 AY1648
 AY1648.The geoid height was determined by GEOID03.
 AY1648
 AY1648.The dynamic height is computed by dividing the NAVD 88
 AY1648.geopotential number by the normal gravity value computed on the
 AY1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1648.degrees latitude (g = 980.6199 gals.).
 AY1648
 AY1648.The modeled gravity was interpolated from observed gravity values.
 AY1648
 AY1648;                    North         East    Units  Estimated Accuracy
 AY1648;SPC TXSC     - 4,177,010.      644,120.      MT  (+/- 180 meters Scaled)
 AY1648
 AY1648                          SUPERSEDED SURVEY CONTROL
 AY1648
 AY1648.No superseded survey control is available for this station.
 AY1648
 AY1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT441556(NAD 83)
 AY1648_MARKER: DB = BENCH MARK DISK
 AY1648_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1648_SP_SET: GUARD RAIL
 AY1648_STAMPING: S 1464 1982
 AY1648_MARK LOGO: NGS   
 AY1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1648
 AY1648  HISTORY     - Date     Condition        Report By
 AY1648  HISTORY     - 1982     MONUMENTED       NGS
 AY1648  HISTORY     - 19950510 GOOD             USPSQD
 AY1648
 AY1648                          STATION DESCRIPTION
 AY1648
 AY1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1648'IN SAN ANTONIO.
 AY1648'IN SAN ANTONIO ABOUT 1 BLOCK WEST OF THE JUNCTION OF WEST COMMERCE
 AY1648'STREET AND NORTHWEST 25 TH STREET, SET IN TOP OF THE EAST END OF THE
 AY1648'SOUTH CONCRETE GUARD RAIL OF HIGHWAY BRIDGE OVER APACHE CREEK,
 AY1648'17.7 METERS (58.0 FT) SOUTH OF CENTERLINE OF HIGHWAY, AND 4.0 METERS
 AY1648'(13.0 FT) SOUTH OF HIGHWAY CURB.  NOTE, HEADWALL DETERMINED TO BE OF
 AY1648'HIGH STABILITY AT THIS TIME.
 AY1648'THE MARK IS 0.91 M ABOVE HIGHWAY.
 AY1648
 AY1648                          STATION RECOVERY (1995)
 AY1648
 AY1648'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2160 ***********************************************************************
 AY2160  DESIGNATION -  S 1465 RESET
 AY2160  PID         -  AY2160
 AY2160  STATE/COUNTY-  TX/KENDALL
 AY2160  USGS QUAD   -  WARING (1982)
 AY2160
 AY2160                         *CURRENT SURVEY CONTROL
 AY2160  ___________________________________________________________________
 AY2160* NAD 83(1986)-  29 56 18.     (N)    098 52 12.     (W)     SCALED    
 AY2160* NAVD 88     -       440.45   (meters)    1445.0    (feet)  RESET     
 AY2160  ___________________________________________________________________
 AY2160  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AY2160
 AY2160  VERT ORDER  -  THIRD
 AY2160
 AY2160.The horizontal coordinates were scaled from a topographic map and have
 AY2160.an estimated accuracy of +/- 6 seconds.
 AY2160
 AY2160.The orthometric height was computed from unverified reset data.
 AY2160
 AY2160.The geoid height was determined by GEOID03.
 AY2160
 AY2160;                    North         East    Units  Estimated Accuracy
 AY2160;SPC TXSC     - 4,233,300.      612,550.      MT  (+/- 180 meters Scaled)
 AY2160
 AY2160                          SUPERSEDED SURVEY CONTROL
 AY2160
 AY2160.No superseded survey control is available for this station.
 AY2160
 AY2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU125119(NAD 83)
 AY2160_MARKER: DV = VERTICAL CONTROL DISK
 AY2160_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AY2160_SP_SET: BRIDGE RAIL
 AY2160_STAMPING: S 1465 RESET 1990
 AY2160_MARK LOGO: NGS   
 AY2160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY2160
 AY2160  HISTORY     - Date     Condition        Report By
 AY2160  HISTORY     - 1990     MONUMENTED       TXHD
 AY2160  HISTORY     - 20050521 GOOD             USPSQD
 AY2160
 AY2160                          STATION DESCRIPTION
 AY2160
 AY2160'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1990
 AY2160'ABOUT 1.9 MILES (3.1 KM) EAST ALONG INTERSTATE HIGHWAY 10 IN COMFORT,
 AY2160'SET IN CONCRETE RAIL ON END OF BRIDGE, ON HOLIDAY CREEK BRIDGE ON
 AY2160'WEST FRONTAGE ROAD.
 AY2160
 AY2160                          STATION RECOVERY (2005)
 AY2160
 AY2160'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY2160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0518 ***********************************************************************
 BN0518  DESIGNATION -  S 1466
 BN0518  PID         -  BN0518
 BN0518  STATE/COUNTY-  TX/GILLESPIE
 BN0518  USGS QUAD   -  CAIN CITY (1963)
 BN0518
 BN0518                         *CURRENT SURVEY CONTROL
 BN0518  ___________________________________________________________________
 BN0518* NAD 83(1986)-  30 13 27.     (N)    098 52 12.     (W)     SCALED    
 BN0518* NAVD 88     -       492.349  (meters)    1615.32   (feet)  ADJUSTED  
 BN0518  ___________________________________________________________________
 BN0518  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 BN0518  DYNAMIC HT  -         491.660 (meters)    1613.05  (feet)  COMP
 BN0518  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 BN0518
 BN0518  VERT ORDER  -  FIRST     CLASS II
 BN0518
 BN0518.The horizontal coordinates were scaled from a topographic map and have
 BN0518.an estimated accuracy of +/- 6 seconds.
 BN0518
 BN0518.The orthometric height was determined by differential leveling
 BN0518.and adjusted by the National Geodetic Survey in June 1991..
 BN0518
 BN0518.The geoid height was determined by GEOID03.
 BN0518
 BN0518.The dynamic height is computed by dividing the NAVD 88
 BN0518.geopotential number by the normal gravity value computed on the
 BN0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0518.degrees latitude (g = 980.6199 gals.).
 BN0518
 BN0518.The modeled gravity was interpolated from observed gravity values.
 BN0518
 BN0518;                    North         East    Units  Estimated Accuracy
 BN0518;SPC TX C     - 3,062,730.      840,870.      MT  (+/- 180 meters Scaled)
 BN0518
 BN0518                          SUPERSEDED SURVEY CONTROL
 BN0518
 BN0518.No superseded survey control is available for this station.
 BN0518
 BN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU125436(NAD 83)
 BN0518_MARKER: I = METAL ROD
 BN0518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0518_SP_SET: STAINLESS STEEL ROD
 BN0518_STAMPING: S 1466 1982
 BN0518_MARK LOGO: NGS   
 BN0518_PROJECTION: FLUSH
 BN0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0518+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0518_ROD/PIPE-DEPTH: 1.7  meters
 BN0518
 BN0518  HISTORY     - Date     Condition        Report By
 BN0518  HISTORY     - 1982     MONUMENTED       NGS
 BN0518  HISTORY     - 19930721 GOOD             USPSQD
 BN0518  HISTORY     - 19960309 GOOD             USPSQD
 BN0518  HISTORY     - 20040325 GOOD             USPSQD
 BN0518  HISTORY     - 20051102 GOOD             USPSQD
 BN0518
 BN0518                          STATION DESCRIPTION
 BN0518
 BN0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0518'5.5 KM (3.45 MI) SOUTH FROM FREDERICKSBURG.
 BN0518'5.5 KM (3.45 MI) SOUTH ALONG U.S. HIGHWAY 87 WASHINGTON STREET, FROM
 BN0518'THE JUNCTION OF U.S. HIGHWAY 290 IN FREDERICKSBURG, AT A TRACK ROAD
 BN0518'LEADING WEST THROUGH A WIRE PIPE FRAMED GATE THEN TURNS NORTH
 BN0518'NORTHWEST, 22.4 METERS (73.5 FT) WEST OF THE CENTERLINE OF HIGHWAY 87,
 BN0518'6.2 METERS (20.5 FT) SOUTH OF THE CENTER OF TRACK ROAD LEADING WEST,
 BN0518'7.0 METERS (23.0 FT) WEST OF A LARGE WOODEN CORNER FENCE POST,
 BN0518'0.76 METERS (2.5 FT) EAST OF A LARGE WOODEN FENCE POST IN A STEEL T
 BN0518'BAR FENCE POST LINE, 0.46 METERS (1.5 FT) EAST SOUTHEAST OF A CONCRETE
 BN0518'RIGHT-OF-WAY POST, 0.15 METERS (0.5 FT) NORTH OF A FENCE LINE.  NOTE,
 BN0518'ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 BN0518'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 BN0518'THE MARK IS ABOVE LEVEL WITH HIGHWAY 87.
 BN0518
 BN0518                          STATION RECOVERY (1993)
 BN0518
 BN0518'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0518'RECOVERED IN GOOD CONDITION.
 BN0518
 BN0518                          STATION RECOVERY (1996)
 BN0518
 BN0518'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0518'RECOVERED IN GOOD CONDITION.
 BN0518
 BN0518                          STATION RECOVERY (2004)
 BN0518
 BN0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0518'RECOVERED IN GOOD CONDITION.
 BN0518
 BN0518                          STATION RECOVERY (2005)
 BN0518
 BN0518'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0547 ***********************************************************************
 BN0547  DESIGNATION -  S 1467
 BN0547  PID         -  BN0547
 BN0547  STATE/COUNTY-  TX/MASON
 BN0547  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0547
 BN0547                         *CURRENT SURVEY CONTROL
 BN0547  ___________________________________________________________________
 BN0547* NAD 83(1986)-  30 35 43.     (N)    099 01 42.     (W)     SCALED    
 BN0547* NAVD 88     -       453.933  (meters)    1489.28   (feet)  ADJUSTED  
 BN0547  ___________________________________________________________________
 BN0547  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BN0547  DYNAMIC HT  -         453.317 (meters)    1487.26  (feet)  COMP
 BN0547  MODELED GRAV-     979,268.8   (mgal)                       NAVD 88
 BN0547
 BN0547  VERT ORDER  -  FIRST     CLASS II
 BN0547
 BN0547.The horizontal coordinates were scaled from a topographic map and have
 BN0547.an estimated accuracy of +/- 6 seconds.
 BN0547
 BN0547.The orthometric height was determined by differential leveling
 BN0547.and adjusted by the National Geodetic Survey in June 1991..
 BN0547
 BN0547.The geoid height was determined by GEOID03.
 BN0547
 BN0547.The dynamic height is computed by dividing the NAVD 88
 BN0547.geopotential number by the normal gravity value computed on the
 BN0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0547.degrees latitude (g = 980.6199 gals.).
 BN0547
 BN0547.The modeled gravity was interpolated from observed gravity values.
 BN0547
 BN0547;                    North         East    Units  Estimated Accuracy
 BN0547;SPC TX C     - 3,103,680.      825,140.      MT  (+/- 180 meters Scaled)
 BN0547
 BN0547                          SUPERSEDED SURVEY CONTROL
 BN0547
 BN0547.No superseded survey control is available for this station.
 BN0547
 BN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU972847(NAD 83)
 BN0547_MARKER: I = METAL ROD
 BN0547_SETTING: 66 = SET IN ROCK OUTCROP
 BN0547_SP_SET: ROCK OUTCROP
 BN0547_STAMPING: S 1467 1982
 BN0547_MARK LOGO: NGS   
 BN0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0547+STABILITY: POSITION/ELEVATION WELL
 BN0547
 BN0547  HISTORY     - Date     Condition        Report By
 BN0547  HISTORY     - 1982     MONUMENTED       NGS
 BN0547  HISTORY     - 19910618 GOOD             USPSQD
 BN0547  HISTORY     - 19960212 GOOD             USPSQD
 BN0547  HISTORY     - 20060314 GOOD             USPSQD
 BN0547
 BN0547                          STATION DESCRIPTION
 BN0547
 BN0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0547'3.9 KM (2.45 MI) NW FROM LOYAL VALLEY.
 BN0547'3.9 KM (2.45 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE SOUTH
 BN0547'JUNCTION OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, SET
 BN0547'IN TOP OF BEDROCK AT A CUTBANK, AT ABOUT 0.6 METER (2 FT) ABOVE GROUND
 BN0547'LEVEL, 160.0 METERS (525.0 FT) SOUTHEAST OF THE CENTER OF THE TOP OF A
 BN0547'LARGE CONCRETE BOXED CULVERT ON SOUTHSIDE OF HIGHWAY, 10.2 METERS
 BN0547'(33.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 8.5 METERS
 BN0547'(28.0 FT) NORTHEAST OF THE FENCE.
 BN0547'THE MARK IS 2.4 METERS  NE FROM A WITNESS POST.
 BN0547'THE MARK IS 0.9 M ABOVE HIGHWAY.
 BN0547
 BN0547                          STATION RECOVERY (1991)
 BN0547
 BN0547'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0547'RECOVERED IN GOOD CONDITION.
 BN0547
 BN0547                          STATION RECOVERY (1996)
 BN0547
 BN0547'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0547'RECOVERED IN GOOD CONDITION.
 BN0547
 BN0547                          STATION RECOVERY (2006)
 BN0547
 BN0547'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0421 ***********************************************************************
 DP0421  DESIGNATION -  S 1468
 DP0421  PID         -  DP0421
 DP0421  STATE/COUNTY-  TX/LUBBOCK
 DP0421  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0421
 DP0421                         *CURRENT SURVEY CONTROL
 DP0421  ___________________________________________________________________
 DP0421* NAD 83(1986)-  33 34 18.     (N)    101 49 34.     (W)     SCALED    
 DP0421* NAVD 88     -       971.564  (meters)    3187.54   (feet)  ADJUSTED  
 DP0421  ___________________________________________________________________
 DP0421  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DP0421  DYNAMIC HT  -         970.308 (meters)    3183.42  (feet)  COMP
 DP0421  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 DP0421
 DP0421  VERT ORDER  -  FIRST     CLASS II
 DP0421
 DP0421.The horizontal coordinates were scaled from a topographic map and have
 DP0421.an estimated accuracy of +/- 6 seconds.
 DP0421
 DP0421.The orthometric height was determined by differential leveling
 DP0421.and adjusted by the National Geodetic Survey in June 1991..
 DP0421
 DP0421.The geoid height was determined by GEOID03.
 DP0421
 DP0421.The dynamic height is computed by dividing the NAVD 88
 DP0421.geopotential number by the normal gravity value computed on the
 DP0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0421.degrees latitude (g = 980.6199 gals.).
 DP0421
 DP0421.The modeled gravity was interpolated from observed gravity values.
 DP0421
 DP0421;                    North         East    Units  Estimated Accuracy
 DP0421;SPC TXNC     - 2,216,140.      291,260.      MT  (+/- 180 meters Scaled)
 DP0421
 DP0421                          SUPERSEDED SURVEY CONTROL
 DP0421
 DP0421.No superseded survey control is available for this station.
 DP0421
 DP0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC376182(NAD 83)
 DP0421_MARKER: DB = BENCH MARK DISK
 DP0421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP0421_SP_SET: PIER
 DP0421_STAMPING: S 1468 1982
 DP0421_MARK LOGO: NGS   
 DP0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0421
 DP0421  HISTORY     - Date     Condition        Report By
 DP0421  HISTORY     - 1982     MONUMENTED       NGS
 DP0421
 DP0421                          STATION DESCRIPTION
 DP0421
 DP0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0421'IN LUBBOCK.
 DP0421'IN LUBBOCK, AT THE JUNCTION OF 26TH STREET AND THE SANTA FE RAILROAD,
 DP0421'SET VERTICALLY IN THE NORTHWEST FACE OF THE MOST SOUTHEASTERLY 1 OF 2
 DP0421'PIERS OF THE 26TH STREET OVERPASS OF THE RAILROAD, 21.9 METERS (71.9
 DP0421'FT) SOUTHWEST OF THE NEAR RAIL, 10.3 METERS (33.8 FT) NORTHEAST OF THE
 DP0421'CENTER OF SOUTHEAST DRIVE AND 0.6 METER (2.0 FT) SOUTHWEST OF A FENCE.
 DP0421'THE MARK IS 1.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0661 ***********************************************************************
 DQ0661  DESIGNATION -  S 1469
 DQ0661  PID         -  DQ0661
 DQ0661  STATE/COUNTY-  TX/LAMB
 DQ0661  USGS QUAD   -  ANTON (1985)
 DQ0661
 DQ0661                         *CURRENT SURVEY CONTROL
 DQ0661  ___________________________________________________________________
 DQ0661* NAD 83(1986)-  33 51 05.     (N)    102 13 34.     (W)     SCALED    
 DQ0661* NAVD 88     -      1046.835  (meters)    3434.49   (feet)  ADJUSTED  
 DQ0661  ___________________________________________________________________
 DQ0661  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 DQ0661  DYNAMIC HT  -        1045.482 (meters)    3430.05  (feet)  COMP
 DQ0661  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 DQ0661
 DQ0661  VERT ORDER  -  FIRST     CLASS II
 DQ0661
 DQ0661.The horizontal coordinates were scaled from a topographic map and have
 DQ0661.an estimated accuracy of +/- 6 seconds.
 DQ0661
 DQ0661.The orthometric height was determined by differential leveling
 DQ0661.and adjusted by the National Geodetic Survey in June 1991..
 DQ0661
 DQ0661.The geoid height was determined by GEOID03.
 DQ0661
 DQ0661.The dynamic height is computed by dividing the NAVD 88
 DQ0661.geopotential number by the normal gravity value computed on the
 DQ0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0661.degrees latitude (g = 980.6199 gals.).
 DQ0661
 DQ0661.The modeled gravity was interpolated from observed gravity values.
 DQ0661
 DQ0661;                    North         East    Units  Estimated Accuracy
 DQ0661;SPC TXNC     - 2,248,390.      255,250.      MT  (+/- 180 meters Scaled)
 DQ0661
 DQ0661                          SUPERSEDED SURVEY CONTROL
 DQ0661
 DQ0661.No superseded survey control is available for this station.
 DQ0661
 DQ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT566491(NAD 83)
 DQ0661_MARKER: I = METAL ROD
 DQ0661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0661_SP_SET: STAINLESS STEEL ROD
 DQ0661_STAMPING: S 1469 1982
 DQ0661_MARK LOGO: NGS   
 DQ0661_PROJECTION: FLUSH
 DQ0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0661_ROD/PIPE-DEPTH: 7.0  meters
 DQ0661
 DQ0661  HISTORY     - Date     Condition        Report By
 DQ0661  HISTORY     - 1982     MONUMENTED       NGS
 DQ0661
 DQ0661                          STATION DESCRIPTION
 DQ0661
 DQ0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0661'11.6 KM (7.2 MI) SE FROM LITTLEFIELD.
 DQ0661'11.6 KM (7.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0661'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 46.6 METERS (152.9 FT)
 DQ0661'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DQ0661'HIGHWAY, 23.1 METERS (75.8 FT) WEST OF THE CENTERLINE OF FARM ROAD
 DQ0661'1392, 12.4 METERS (40.7 FT) NORTHEAST OF THE NEAR RAIL OF THE SANTA FE
 DQ0661'RAILROAD AND 1.2 METERS (3.9 FT) NORTHWEST OF A UTILITY POLE.
 DQ0661'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0661'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DQ0661'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0100 ***********************************************************************
 BY0100  DESIGNATION -  S 147
 BY0100  PID         -  BY0100
 BY0100  STATE/COUNTY-  TX/SHELBY
 BY0100  USGS QUAD   -  TIMPSON (1984)
 BY0100
 BY0100                         *CURRENT SURVEY CONTROL
 BY0100  ___________________________________________________________________
 BY0100* NAD 83(1986)-  31 54 20.     (N)    094 24 44.     (W)     SCALED    
 BY0100* NAVD 88     -       123.809  (meters)     406.20   (feet)  ADJUSTED  
 BY0100  ___________________________________________________________________
 BY0100  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY0100  DYNAMIC HT  -         123.660 (meters)     405.71  (feet)  COMP
 BY0100  MODELED GRAV-     979,433.4   (mgal)                       NAVD 88
 BY0100
 BY0100  VERT ORDER  -  FIRST     CLASS II
 BY0100
 BY0100.The horizontal coordinates were scaled from a topographic map and have
 BY0100.an estimated accuracy of +/- 6 seconds.
 BY0100
 BY0100.The orthometric height was determined by differential leveling
 BY0100.and adjusted by the National Geodetic Survey in June 1991..
 BY0100
 BY0100.The geoid height was determined by GEOID03.
 BY0100
 BY0100.The dynamic height is computed by dividing the NAVD 88
 BY0100.geopotential number by the normal gravity value computed on the
 BY0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0100.degrees latitude (g = 980.6199 gals.).
 BY0100
 BY0100.The modeled gravity was interpolated from observed gravity values.
 BY0100
 BY0100;                    North         East    Units  Estimated Accuracy
 BY0100;SPC TX C     - 3,263,110.    1,259,820.      MT  (+/- 180 meters Scaled)
 BY0100
 BY0100                          SUPERSEDED SURVEY CONTROL
 BY0100
 BY0100  NGVD 29 (??/??/92)  123.816  (m)          406.22   (f) ADJ UNCH    1 2
 BY0100
 BY0100.Superseded values are not recommended for survey control.
 BY0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0100.See file dsdata.txt to determine how the superseded data were derived.
 BY0100
 BY0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR664308(NAD 83)
 BY0100_MARKER: DB = BENCH MARK DISK
 BY0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0100_SP_SET: CULVERT
 BY0100_STAMPING: S 147 1938
 BY0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0100
 BY0100  HISTORY     - Date     Condition        Report By
 BY0100  HISTORY     - 1938     MONUMENTED       CGS
 BY0100  HISTORY     - 1952     GOOD             NGS
 BY0100
 BY0100                          STATION DESCRIPTION
 BY0100
 BY0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0100'1.1 MI NW FROM TIMPSON.
 BY0100'1.1 MILES NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE TEXAS AND NEW
 BY0100'ORLEANS RAILROAD STATION AT TIMPSON, SHELBY COUNTY, 63 YARDS NORTHWEST
 BY0100'OF A CITY-LIMITS SIGN, AT A 24-INCH CORRUGATED-METAL PIPE CULVERT, IN
 BY0100'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL, 15
 BY0100'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 INCHES
 BY0100'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 147 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0101 ***********************************************************************
 BY0101  DESIGNATION -  S 147 RESET 1973
 BY0101  PID         -  BY0101
 BY0101  STATE/COUNTY-  TX/SHELBY
 BY0101  USGS QUAD   -  TIMPSON (1984)
 BY0101
 BY0101                         *CURRENT SURVEY CONTROL
 BY0101  ___________________________________________________________________
 BY0101* NAD 83(1986)-  31 54 22.     (N)    094 24 46.     (W)     SCALED    
 BY0101* NAVD 88     -       123.509  (meters)     405.21   (feet)  ADJUSTED  
 BY0101  ___________________________________________________________________
 BY0101  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY0101  DYNAMIC HT  -         123.361 (meters)     404.73  (feet)  COMP
 BY0101  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BY0101
 BY0101  VERT ORDER  -  FIRST     CLASS II
 BY0101
 BY0101.The horizontal coordinates were scaled from a topographic map and have
 BY0101.an estimated accuracy of +/- 6 seconds.
 BY0101
 BY0101.The orthometric height was determined by differential leveling
 BY0101.and adjusted by the National Geodetic Survey in June 1991..
 BY0101
 BY0101.The geoid height was determined by GEOID03.
 BY0101
 BY0101.The dynamic height is computed by dividing the NAVD 88
 BY0101.geopotential number by the normal gravity value computed on the
 BY0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0101.degrees latitude (g = 980.6199 gals.).
 BY0101
 BY0101.The modeled gravity was interpolated from observed gravity values.
 BY0101
 BY0101;                    North         East    Units  Estimated Accuracy
 BY0101;SPC TX C     - 3,263,170.    1,259,760.      MT  (+/- 180 meters Scaled)
 BY0101
 BY0101                          SUPERSEDED SURVEY CONTROL
 BY0101
 BY0101.No superseded survey control is available for this station.
 BY0101
 BY0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR664308(NAD 83)
 BY0101_MARKER: DB = BENCH MARK DISK
 BY0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0101_STAMPING: S 147 RESET 1973
 BY0101_PROJECTION: PROJECTING 10 CENTIMETERS
 BY0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0101+STABILITY: SURFACE MOTION
 BY0101
 BY0101  HISTORY     - Date     Condition        Report By
 BY0101  HISTORY     - 1973     MONUMENTED       NGS
 BY0101  HISTORY     - 1979     GOOD             NGS
 BY0101
 BY0101                          STATION DESCRIPTION
 BY0101
 BY0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BY0101'0.5 MI NW FROM TIMPSON.
 BY0101'FROM THE INTERSECTION OF U.S. HIGHWAYS 59 AND 84, WHICH IS LOCATED ON
 BY0101'THE WEST EDGE OF TIMPSON.  GO NORTHWEST ON U.S. HWY. 84 FOR 0.35 MILE
 BY0101'TO MARK ON THE RIGHT.  ITS BELIEVED THAT THERE WILL BE A CONCRETE
 BY0101'CULVERT NEAR THIS POINT ON COMPLETION OF THE RECONSTRUCTION OF
 BY0101'HIGHWAY.  STANDARD BENCH MARK DISK, CEMENTED IN THE TOP OF A 3-INCH
 BY0101'IRON PIPE, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED S 147 RESET
 BY0101'1973.  IT IS 51 FEET NORTH OF THE CENTER-LINE OF HIGHWAY, 40 FEET EAST
 BY0101'OF A DRAINAGE DITCH, 25 FEET WEST OF A 24-INCH PINE TREE, AND 0.6 FEET
 BY0101'SOUTH OF A FENCE-LINE AND METAL WITNESS POST.
 BY0101
 BY0101                          STATION RECOVERY (1979)
 BY0101
 BY0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0101'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 BY0101'HIGHWAY 87 IN TIMPSON, THENCE 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY
 BY0101'84, AT THE NORTH END OF A HIGHWAY CURVE, 159 FT. NORTH-NORTHWEST OF A
 BY0101'FENCE CORNER, 50.5 FT. NORTH-NORTHEAST OF THE CENTERLINE OF THE
 BY0101'HIGHWAY, 37.0 FT. NORTHWEST OF THE EAST END OF A ROUND CONCRETE
 BY0101'CULVERT, 0.7 FT. SOUTH-SOUTHWEST OF A FENCE.
 BY0101'THE MARK IS 1 FT  SSE FROM A WITNESS POST.
 BY0101'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0541 ***********************************************************************
 EO0541  DESIGNATION -  S 1470
 EO0541  PID         -  EO0541
 EO0541  STATE/COUNTY-  TX/BAILEY
 EO0541  USGS QUAD   -  MULESHOE (1980)
 EO0541
 EO0541                         *CURRENT SURVEY CONTROL
 EO0541  ___________________________________________________________________
 EO0541* NAD 83(1986)-  34 12 10.     (N)    102 41 21.     (W)     SCALED    
 EO0541* NAVD 88     -      1151.310  (meters)    3777.26   (feet)  ADJUSTED  
 EO0541  ___________________________________________________________________
 EO0541  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 EO0541  DYNAMIC HT  -        1149.819 (meters)    3772.36  (feet)  COMP
 EO0541  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 EO0541
 EO0541  VERT ORDER  -  FIRST     CLASS II
 EO0541
 EO0541.The horizontal coordinates were scaled from a topographic map and have
 EO0541.an estimated accuracy of +/- 6 seconds.
 EO0541
 EO0541.The orthometric height was determined by differential leveling
 EO0541.and adjusted by the National Geodetic Survey in June 1991..
 EO0541
 EO0541.The geoid height was determined by GEOID03.
 EO0541
 EO0541.The dynamic height is computed by dividing the NAVD 88
 EO0541.geopotential number by the normal gravity value computed on the
 EO0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0541.degrees latitude (g = 980.6199 gals.).
 EO0541
 EO0541.The modeled gravity was interpolated from observed gravity values.
 EO0541
 EO0541;                    North         East    Units  Estimated Accuracy
 EO0541;SPC TXNC     - 2,288,950.      213,980.      MT  (+/- 180 meters Scaled)
 EO0541
 EO0541                          SUPERSEDED SURVEY CONTROL
 EO0541
 EO0541.No superseded survey control is available for this station.
 EO0541
 EO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT129870(NAD 83)
 EO0541_MARKER: I = METAL ROD
 EO0541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0541_SP_SET: STAINLESS STEEL ROD
 EO0541_STAMPING: S 1470 1982
 EO0541_MARK LOGO: NGS   
 EO0541_PROJECTION: FLUSH
 EO0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0541_ROD/PIPE-DEPTH: 7.0  meters
 EO0541
 EO0541  HISTORY     - Date     Condition        Report By
 EO0541  HISTORY     - 1982     MONUMENTED       NGS
 EO0541
 EO0541                          STATION DESCRIPTION
 EO0541
 EO0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0541'4.0 KM (2.5 MI) SE FROM MULESHOE.
 EO0541'4.0 KM (2.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 EO0541'WITH U.S. HIGHWAY 70 AND STATE HIGHWAT 214 IN MULESHOE, 34.4 METERS
 EO0541'(112.9 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 EO0541'THE HIGHWAY, 24.5 METERS (80.4 FT) SOUTHEAST OF THE CENTER OF A DIRT
 EO0541'ROAD LEADING SOUTH AND 2.0 METERS (6.6 FT) SOUTHEAST OF UTILITY POLE
 EO0541'NUMBER 3.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EO0541'CAP.
 EO0541'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0541'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6322 ***********************************************************************
 AC6322  DESIGNATION -  S 1471
 AC6322  PID         -  AC6322
 AC6322  STATE/COUNTY-  TX/JEFFERSON
 AC6322  USGS QUAD   -  BEAUMONT EAST (1994)
 AC6322
 AC6322                         *CURRENT SURVEY CONTROL
 AC6322  ___________________________________________________________________
 AC6322* NAD 83(1986)-  30 05 22.     (N)    094 05 59.     (W)     SCALED    
 AC6322* NAVD 88     -         6.378  (meters)      20.93   (feet)  ADJUSTED  
 AC6322  ___________________________________________________________________
 AC6322  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AC6322  DYNAMIC HT  -           6.369 (meters)      20.90  (feet)  COMP
 AC6322  MODELED GRAV-     979,308.5   (mgal)                       NAVD 88
 AC6322
 AC6322  VERT ORDER  -  FIRST     CLASS II
 AC6322
 AC6322.The horizontal coordinates were scaled from a topographic map and have
 AC6322.an estimated accuracy of +/- 6 seconds.
 AC6322
 AC6322.The orthometric height was determined by differential leveling
 AC6322.and adjusted by the National Geodetic Survey in July 2002..
 AC6322
 AC6322.The geoid height was determined by GEOID03.
 AC6322
 AC6322.The dynamic height is computed by dividing the NAVD 88
 AC6322.geopotential number by the normal gravity value computed on the
 AC6322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6322.degrees latitude (g = 980.6199 gals.).
 AC6322
 AC6322.The modeled gravity was interpolated from observed gravity values.
 AC6322
 AC6322;                    North         East    Units  Estimated Accuracy
 AC6322;SPC TXSC     - 4,259,940.    1,072,220.      MT  (+/- 180 meters Scaled)
 AC6322
 AC6322                          SUPERSEDED SURVEY CONTROL
 AC6322
 AC6322.No superseded survey control is available for this station.
 AC6322
 AC6322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP940292(NAD 83)
 AC6322_MARKER: I = METAL ROD
 AC6322_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6322_STAMPING: S 1471 1996
 AC6322_MARK LOGO: NGS   
 AC6322_PROJECTION: FLUSH
 AC6322_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6322+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AC6322_ROD/PIPE-DEPTH: 11.2 meters
 AC6322_SLEEVE-DEPTH  : 0.9 meters
 AC6322
 AC6322  HISTORY     - Date     Condition        Report By
 AC6322  HISTORY     - 1996     MONUMENTED       NGS
 AC6322  HISTORY     - 20050202 GOOD             USPSQD
 AC6322  HISTORY     - 20060304 GOOD             USPSQD
 AC6322
 AC6322                          STATION DESCRIPTION
 AC6322
 AC6322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6322'IN BEAUMONT, AT THE INTERSECTION OF PINE STREET AND HAZEL AVENUE, 23.8
 AC6322'M (78.1 FT) NORTH OF THE AVENUE CENTER, 7.1 M (23.3 FT) SOUTHWEST OF
 AC6322'THE STREET CENTERLINE, 1.6 M (5.2 FT) SOUTH OF A UTILITY POLE, 1.1 M
 AC6322'(3.6 FT) NORTHEAST OF A CHAIN-LINK FENCE, 0.4 M (1.3 FT) ABOVE THE
 AC6322'LEVEL OF THE STREET, AND 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST.
 AC6322'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC6322'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC6322
 AC6322                          STATION RECOVERY (2005)
 AC6322
 AC6322'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 AC6322'RECOVERED IN GOOD CONDITION.
 AC6322
 AC6322                          STATION RECOVERY (2006)
 AC6322
 AC6322'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AC6322'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4849 ***********************************************************************
 AW4849  DESIGNATION -  S 1472
 AW4849  PID         -  AW4849
 AW4849  STATE/COUNTY-  TX/GALVESTON
 AW4849  USGS QUAD   -  GALVESTON (1994)
 AW4849
 AW4849                         *CURRENT SURVEY CONTROL
 AW4849  ___________________________________________________________________
 AW4849* NAD 83(1986)-  29 17 23.     (N)    094 52 11.     (W)     SCALED    
 AW4849* NAVD 88     -         3.909  (meters)      12.82   (feet)  ADJUSTED  
 AW4849  ___________________________________________________________________
 AW4849  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW4849  DYNAMIC HT  -           3.903 (meters)      12.81  (feet)  COMP
 AW4849  MODELED GRAV-     979,260.9   (mgal)                       NAVD 88
 AW4849
 AW4849  VERT ORDER  -  FIRST     CLASS II
 AW4849
 AW4849.The horizontal coordinates were scaled from a topographic map and have
 AW4849.an estimated accuracy of +/- 6 seconds.
 AW4849
 AW4849.The orthometric height was determined by differential leveling
 AW4849.and adjusted by the National Geodetic Survey in March 1997..
 AW4849
 AW4849.The geoid height was determined by GEOID03.
 AW4849
 AW4849.The dynamic height is computed by dividing the NAVD 88
 AW4849.geopotential number by the normal gravity value computed on the
 AW4849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4849.degrees latitude (g = 980.6199 gals.).
 AW4849
 AW4849.The modeled gravity was interpolated from observed gravity values.
 AW4849
 AW4849;                    North         East    Units  Estimated Accuracy
 AW4849;SPC TXSC     - 4,168,490.    1,001,180.      MT  (+/- 180 meters Scaled)
 AW4849
 AW4849                          SUPERSEDED SURVEY CONTROL
 AW4849
 AW4849  NAVD 88 (06/15/91)    3.929  (m)           12.89   (f) UNKNOWN     1 2
 AW4849  NGVD 29 (12/23/87)    3.926  (m)           12.88   (f) ADJUSTED    1 2
 AW4849
 AW4849.Superseded values are not recommended for survey control.
 AW4849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4849.See file dsdata.txt to determine how the superseded data were derived.
 AW4849
 AW4849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN183415(NAD 83)
 AW4849_MARKER: I = METAL ROD
 AW4849_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4849_SP_SET: STAINLESS STEEL ROD
 AW4849_STAMPING: S 1472 1983
 AW4849_MARK LOGO: NGS   
 AW4849_PROJECTION: RECESSED 5 CENTIMETERS
 AW4849_MAGNETIC: I = MARKER IS A STEEL ROD
 AW4849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4849+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1996
 AW4849_ROD/PIPE-DEPTH: 12.2 meters
 AW4849
 AW4849  HISTORY     - Date     Condition        Report By
 AW4849  HISTORY     - 1983     MONUMENTED       NGS
 AW4849  HISTORY     - 1987     GOOD             USPSQD
 AW4849  HISTORY     - 1987     GOOD             USPSQD
 AW4849  HISTORY     - 1987     GOOD             NGS
 AW4849  HISTORY     - 1990     GOOD             USPSQD
 AW4849  HISTORY     - 19910407 GOOD             USPSQD
 AW4849  HISTORY     - 19940915 GOOD             USPSQD
 AW4849  HISTORY     - 19961205 GOOD             NGS
 AW4849  HISTORY     - 20031205 MARK NOT FOUND   USPSQD
 AW4849  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW4849
 AW4849                          STATION DESCRIPTION
 AW4849
 AW4849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4849'3.4 KM (2.1 MI) SE FROM VIRGINIA POINT.
 AW4849'3.4 KM (2.1 MI) SOUTHEAST ALONG THE GALVESTON HOUSTON AND HENDERSON
 AW4849'RAILROAD FROM THE NORTHWEST END OF THE FORMER U.S. HIGHWAY 75 BRIDGE
 AW4849'OVER A CAUSEWAY IN VIRGINIA POINT, AT THE EXTREME SOUTHEAST END OF THE
 AW4849'CAUSEWAY, SET IN LINE WITH A ROW OF 0.91 METERS (3.0 FT) HIGH VERTICAL
 AW4849'RAILROAD TIES, AND BETWEEN TWO WITNESS POST, 6.7 METERS (22.0 FT)
 AW4849'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERNMOST ONE OF 2 SETS OF
 AW4849'TRACKS, 7.7 METERS (25.2 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE
 AW4849'NORTHEAST CONCRETE CAUSEWAY RAILING, 0.3 METER (2.0 FT) NORTHEAST OF A
 AW4849'POWERLINE POLE, 0.85 METERS (2.8 FT) SOUTHWEST OF A VERTICAL RAILROAD
 AW4849'TIE, AND 22.6 METERS (74.0 FT) SOUTHEAST AND ACROSS THE TRACKS FROM A
 AW4849'RAILROAD SIGNAL LIGHT.
 AW4849'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 AW4849'THE MARK IS 0.31 M BELOW RAILROAD.
 AW4849
 AW4849                          STATION RECOVERY (1987)
 AW4849
 AW4849'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW4849'RECOVERED IN GOOD CONDITION.
 AW4849
 AW4849                          STATION RECOVERY (1987)
 AW4849
 AW4849'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4849'RECOVERED IN GOOD CONDITION.
 AW4849
 AW4849                          STATION RECOVERY (1987)
 AW4849
 AW4849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4849'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.5 KM (1.55
 AW4849'MI) SOUTHEAST ALONG THE ATCHINSON TOPEKA AND SANTA FE RAILROAD FROM
 AW4849'THE SIGNAL STATION IN VIRGINIA POINT TO THE MARK ON THE RIGHT, BETWEEN
 AW4849'TWO WITNESS POST, 3.9 METERS (12.8 FT) SOUTH OF THE MOST SOUTHERN
 AW4849'RAIL, 10.5 METERS (34. FT) SOUTHEAST OF A SIGN (ISLAND), 0.51 METER
 AW4849'(1.7 FT) NORTH OF POWER POLE NUMBER 153, 0.39 METER NORTHWEST OF
 AW4849'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW4849'LOGO CAP.
 AW4849'THE MARK IS 0.39 METERS  SE FROM  A WITNESS POST
 AW4849'THE MARK IS 0.30 M BELOW RAIL.
 AW4849
 AW4849                          STATION RECOVERY (1990)
 AW4849
 AW4849'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW4849'RECOVERED IN GOOD CONDITION.
 AW4849
 AW4849                          STATION RECOVERY (1991)
 AW4849
 AW4849'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW4849'RECOVERED IN GOOD CONDITION.
 AW4849
 AW4849                          STATION RECOVERY (1994)
 AW4849
 AW4849'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4849'RECOVERED IN GOOD CONDITION.
 AW4849
 AW4849                          STATION RECOVERY (1996)
 AW4849
 AW4849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW4849'0.1 KM (0.05 MI) NORTHERLY ALONG HARBORSIDE DRIVE FROM THE JUNCTION OF
 AW4849'INTERSTATE HIGHWAY 45 IN GALVESTON, THENCE 0.8 KM (0.50 MI)
 AW4849'NORTHWESTERLY ALONG THE OLD CAUSEWAY AND THE BURLINGTON NORTHERN
 AW4849'RAILROAD, 13.6 M (44.6 FT) NORTHEAST OF THE CAUSEWAY CENTER, 10.5 M
 AW4849'(34.4 FT) SOUTHEAST OF A RAILROAD SIGN (ISLAND) , 7.6 M (24.9 FT)
 AW4849'NORTHEAST OF A BRIDGE RAIL, 6.6 M (21.7 FT) SOUTHWEST OF THE NEAR
 AW4849'RAIL, 0.6 M (2.0 FT) SOUTHWEST OF THE MOST SOUTHWESTERLY OF 2 VERTICAL
 AW4849'RAIL POSTS, 0.5 M (1.6 FT) NORTHEAST OF A UTILITY POLE, AND 0.4 M (1.3
 AW4849'FT) SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS
 AW4849'THROUGH A 5-INCH LOGO CAP.
 AW4849
 AW4849                          STATION RECOVERY (2003)
 AW4849
 AW4849'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW4849'I HAVE FOUND THIS MARK BEFORE AND IT IS NOT THERE THIS TIME.
 AW4849
 AW4849                          STATION RECOVERY (2004)
 AW4849
 AW4849'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0927 ***********************************************************************
 CA0927  DESIGNATION -  S 1473
 CA0927  PID         -  CA0927
 CA0927  STATE/COUNTY-  TX/MILLS
 CA0927  USGS QUAD   -  MULLIN (1980)
 CA0927
 CA0927                         *CURRENT SURVEY CONTROL
 CA0927  ___________________________________________________________________
 CA0927* NAD 83(1986)-  31 36 44.     (N)    098 42 16.     (W)     SCALED    
 CA0927* NAVD 88     -       434.812  (meters)    1426.55   (feet)  ADJUSTED  
 CA0927  ___________________________________________________________________
 CA0927  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CA0927  DYNAMIC HT  -         434.245 (meters)    1424.69  (feet)  COMP
 CA0927  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 CA0927
 CA0927  VERT ORDER  -  FIRST     CLASS II
 CA0927
 CA0927.The horizontal coordinates were scaled from a topographic map and have
 CA0927.an estimated accuracy of +/- 6 seconds.
 CA0927
 CA0927.The orthometric height was determined by differential leveling
 CA0927.and adjusted by the National Geodetic Survey in June 1991..
 CA0927
 CA0927.The geoid height was determined by GEOID03.
 CA0927
 CA0927.The dynamic height is computed by dividing the NAVD 88
 CA0927.geopotential number by the normal gravity value computed on the
 CA0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0927.degrees latitude (g = 980.6199 gals.).
 CA0927
 CA0927.The modeled gravity was interpolated from observed gravity values.
 CA0927
 CA0927;                    North         East    Units  Estimated Accuracy
 CA0927;SPC TX C     - 3,216,810.      854,550.      MT  (+/- 180 meters Scaled)
 CA0927
 CA0927                          SUPERSEDED SURVEY CONTROL
 CA0927
 CA0927.No superseded survey control is available for this station.
 CA0927
 CA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV280974(NAD 83)
 CA0927_MARKER: DB = BENCH MARK DISK
 CA0927_SETTING: 66 = SET IN ROCK OUTCROP
 CA0927_SP_SET: ROCK OUTCROP
 CA0927_STAMPING: S 1473 1983
 CA0927_MARK LOGO: NGS   
 CA0927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0927+STABILITY: POSITION/ELEVATION WELL
 CA0927
 CA0927  HISTORY     - Date     Condition        Report By
 CA0927  HISTORY     - 1983     MONUMENTED       NGS
 CA0927
 CA0927                          STATION DESCRIPTION
 CA0927
 CA0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0927'23.8 KM (14.8 MI) NW FROM GOLDTHWAITE.
 CA0927'23.8 KM (14.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0927'COURTHOUSE IN GOLDTHWAITE, 0.3 KM (0.2 MI) SOUTHEAST OF POMPEY CREEK,
 CA0927'IN THE NORTHWEST END OF A 3 BY 14 FT EXPOSED AREA OF OUTCROPPING
 CA0927'BEDROCK AT THE SOUTHEAST END OF A HIGHWAY CUT, 43.0 METERS (141.1 FT)
 CA0927'NORTHWEST OF A T-FENCE CORNER AND 16.7 METERS (54.8 FT) NORTHEAST OF
 CA0927'THE CENTERLINE OF THE HIGHWAY.
 CA0927'THE MARK IS 3.5 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0927'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0951 ***********************************************************************
 CA0951  DESIGNATION -  S 1474
 CA0951  PID         -  CA0951
 CA0951  STATE/COUNTY-  TX/LAMPASAS
 CA0951  USGS QUAD   -  OGLES (1959)
 CA0951
 CA0951                         *CURRENT SURVEY CONTROL
 CA0951  ___________________________________________________________________
 CA0951* NAD 83(1986)-  31 08 57.     (N)    098 18 26.     (W)     SCALED    
 CA0951* NAVD 88     -       429.760  (meters)    1409.97   (feet)  ADJUSTED  
 CA0951  ___________________________________________________________________
 CA0951  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CA0951  DYNAMIC HT  -         429.184 (meters)    1408.08  (feet)  COMP
 CA0951  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 CA0951
 CA0951  VERT ORDER  -  FIRST     CLASS II
 CA0951
 CA0951.The horizontal coordinates were scaled from a topographic map and have
 CA0951.an estimated accuracy of +/- 6 seconds.
 CA0951
 CA0951.The orthometric height was determined by differential leveling
 CA0951.and adjusted by the National Geodetic Survey in June 1991..
 CA0951
 CA0951.The geoid height was determined by GEOID03.
 CA0951
 CA0951.The dynamic height is computed by dividing the NAVD 88
 CA0951.geopotential number by the normal gravity value computed on the
 CA0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0951.degrees latitude (g = 980.6199 gals.).
 CA0951
 CA0951.The modeled gravity was interpolated from observed gravity values.
 CA0951
 CA0951;                    North         East    Units  Estimated Accuracy
 CA0951;SPC TX C     - 3,166,100.      893,170.      MT  (+/- 180 meters Scaled)
 CA0951
 CA0951                          SUPERSEDED SURVEY CONTROL
 CA0951
 CA0951.No superseded survey control is available for this station.
 CA0951
 CA0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV660463(NAD 83)
 CA0951_MARKER: I = METAL ROD
 CA0951_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0951+WITH SETTING: INFORMATION.
 CA0951_SP_SET: SHALLOW SET METAL ROD
 CA0951_STAMPING: S 1474 1983
 CA0951_MARK LOGO: NGS   
 CA0951_PROJECTION: FLUSH
 CA0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0951_ROD/PIPE-DEPTH: 1.2  meters
 CA0951
 CA0951  HISTORY     - Date     Condition        Report By
 CA0951  HISTORY     - 1983     MONUMENTED       NGS
 CA0951
 CA0951                          STATION DESCRIPTION
 CA0951
 CA0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0951'11.5 KM (7.15 MI) SE FROM LOMETA.
 CA0951'11.5 KM (7.15 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0951'RAILROAD STATION IN LOMETA, 38.1 METERS (125.0 FT) NORTHWEST OF
 CA0951'RAILROAD SIGNAL NUMBER 2842 AND 14.2 METERS (46.6 FT) NORTH OF THE
 CA0951'NEAR RAIL.  NOTE, REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM
 CA0951'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0951'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CA0951'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0919 ***********************************************************************
 CT0919  DESIGNATION -  S 1475
 CT0919  PID         -  CT0919
 CT0919  STATE/COUNTY-  TX/ERATH
 CT0919  USGS QUAD   -  STRAWN EAST (1984)
 CT0919
 CT0919                         *CURRENT SURVEY CONTROL
 CT0919  ___________________________________________________________________
 CT0919* NAD 83(1986)-  32 31 22.     (N)    098 25 16.     (W)     SCALED    
 CT0919* NAVD 88     -       299.421  (meters)     982.35   (feet)  ADJUSTED  
 CT0919  ___________________________________________________________________
 CT0919  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0919  DYNAMIC HT  -         299.048 (meters)     981.13  (feet)  COMP
 CT0919  MODELED GRAV-     979,384.7   (mgal)                       NAVD 88
 CT0919
 CT0919  VERT ORDER  -  FIRST     CLASS II
 CT0919
 CT0919.The horizontal coordinates were scaled from a topographic map and have
 CT0919.an estimated accuracy of +/- 6 seconds.
 CT0919
 CT0919.The orthometric height was determined by differential leveling
 CT0919.and adjusted by the National Geodetic Survey in June 1991..
 CT0919
 CT0919.The geoid height was determined by GEOID03.
 CT0919
 CT0919.The dynamic height is computed by dividing the NAVD 88
 CT0919.geopotential number by the normal gravity value computed on the
 CT0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0919.degrees latitude (g = 980.6199 gals.).
 CT0919
 CT0919.The modeled gravity was interpolated from observed gravity values.
 CT0919
 CT0919;                    North         East    Units  Estimated Accuracy
 CT0919;SPC TXNC     - 2,094,940.      607,410.      MT  (+/- 180 meters Scaled)
 CT0919
 CT0919                          SUPERSEDED SURVEY CONTROL
 CT0919
 CT0919.No superseded survey control is available for this station.
 CT0919
 CT0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA543985(NAD 83)
 CT0919_MARKER: I = METAL ROD
 CT0919_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0919_SP_SET: STAINLESS STEEL ROD
 CT0919_STAMPING: S 1475 1983
 CT0919_MARK LOGO: NGS   
 CT0919_PROJECTION: FLUSH
 CT0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0919_ROD/PIPE-DEPTH: 4.9  meters
 CT0919
 CT0919  HISTORY     - Date     Condition        Report By
 CT0919  HISTORY     - 1983     MONUMENTED       NGS
 CT0919  HISTORY     - 19950408 GOOD             USPSQD
 CT0919  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0919  HISTORY     - 20020316 GOOD             USPSQD
 CT0919  HISTORY     - 20040327 GOOD             USPSQD
 CT0919
 CT0919                          STATION DESCRIPTION
 CT0919
 CT0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0919'30.0 KM (18.65 MI) EAST FROM RANGER.
 CT0919'28.0 KM (17.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0919'JUNCTION WITH FARM ROAD 2461 IN RANGER, THENCE 2.0 KM (1.25 MI) NORTH
 CT0919'ALONG STATE HIGHWAY 108, 51.8 METERS (169.9 FT) NORTH OF THE NORTHEAST
 CT0919'END OF A BOX CULVERT, 15.9 METERS (52.2 FT) EAST OF THE CENTERLINE OF
 CT0919'THE HIGHWAY, 10.3 METERS (33.8 FT) SOUTH OF A UTILITY POLE AND 0.6
 CT0919'METER (2.0 FT) SOUTH OF A T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 CT0919'POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0919'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CT0919'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0919
 CT0919                          STATION RECOVERY (1995)
 CT0919
 CT0919'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0919'RECOVERED IN GOOD CONDITION.
 CT0919
 CT0919                          STATION RECOVERY (1999)
 CT0919
 CT0919'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0919'MARK NOT FOUND.
 CT0919
 CT0919                          STATION RECOVERY (2002)
 CT0919
 CT0919'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0919'RECOVERED IN GOOD CONDITION.
 CT0919
 CT0919                          STATION RECOVERY (2004)
 CT0919
 CT0919'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2468 ***********************************************************************
 CS2468  DESIGNATION -  S 1476
 CS2468  PID         -  CS2468
 CS2468  STATE/COUNTY-  TX/JOHNSON
 CS2468  USGS QUAD   -  ALVARADO (1978)
 CS2468
 CS2468                         *CURRENT SURVEY CONTROL
 CS2468  ___________________________________________________________________
 CS2468* NAD 83(1986)-  32 23 39.     (N)    097 12 45.     (W)     SCALED    
 CS2468* NAVD 88     -       211.781  (meters)     694.82   (feet)  ADJUSTED  
 CS2468  ___________________________________________________________________
 CS2468  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CS2468  DYNAMIC HT  -         211.527 (meters)     693.98  (feet)  COMP
 CS2468  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 CS2468
 CS2468  VERT ORDER  -  FIRST     CLASS II
 CS2468
 CS2468.The horizontal coordinates were scaled from a topographic map and have
 CS2468.an estimated accuracy of +/- 6 seconds.
 CS2468
 CS2468.The orthometric height was determined by differential leveling
 CS2468.and adjusted by the National Geodetic Survey in June 1991..
 CS2468
 CS2468.The geoid height was determined by GEOID03.
 CS2468
 CS2468.The dynamic height is computed by dividing the NAVD 88
 CS2468.geopotential number by the normal gravity value computed on the
 CS2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2468.degrees latitude (g = 980.6199 gals.).
 CS2468
 CS2468.The modeled gravity was interpolated from observed gravity values.
 CS2468
 CS2468;                    North         East    Units  Estimated Accuracy
 CS2468;SPC TXNC     - 2,081,420.      721,130.      MT  (+/- 180 meters Scaled)
 CS2468
 CS2468                          SUPERSEDED SURVEY CONTROL
 CS2468
 CS2468.No superseded survey control is available for this station.
 CS2468
 CS2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA681855(NAD 83)
 CS2468_MARKER: DB = BENCH MARK DISK
 CS2468_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2468_SP_SET: PIER
 CS2468_STAMPING: S 1476 1983
 CS2468_MARK LOGO: NGS   
 CS2468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2468
 CS2468  HISTORY     - Date     Condition        Report By
 CS2468  HISTORY     - 1983     MONUMENTED       NGS
 CS2468  HISTORY     - 19910413 GOOD             USPSQD
 CS2468  HISTORY     - 19940324 GOOD             USPSQD
 CS2468  HISTORY     - 19990608 GOOD             USPSQD
 CS2468
 CS2468                          STATION DESCRIPTION
 CS2468
 CS2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2468'14.5 KM (9.0 MI) NORTH FROM GRANDVIEW.
 CS2468'0.2 KM (0.1 MI) EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE
 CS2468'MISSOURI, KANSAS AND TEXAS RAILROAD IN GRANDVIEW, THENCE 14.3 KM (8.9
 CS2468'MI) NORTHERLY ALONG U.S. HIGHWAY 81, SET VERTICALLY IN THE NORTHEAST
 CS2468'FACE OF THE MOST NORTHEASTERLY 1 OF 4 PIERS OF THE SOUTH BOUND LANES
 CS2468'OF THE HIGHWAY, 8.5 METERS (27.9 FT) NORTHWEST OF THE CENTERLINE OF
 CS2468'FARM ROAD 3136 AND 5.2 METERS (17.1 FT) NORTHEAST OF THE CENTERLINE OF
 CS2468'THE HIGHWAY.
 CS2468'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2468
 CS2468                          STATION RECOVERY (1991)
 CS2468
 CS2468'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2468'RECOVERED IN GOOD CONDITION.
 CS2468
 CS2468                          STATION RECOVERY (1994)
 CS2468
 CS2468'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2468'RECOVERED IN GOOD CONDITION.
 CS2468
 CS2468                          STATION RECOVERY (1999)
 CS2468
 CS2468'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2436 ***********************************************************************
 CS2436  DESIGNATION -  S 1477
 CS2436  PID         -  CS2436
 CS2436  STATE/COUNTY-  TX/PARKER
 CS2436  USGS QUAD   -  LAKE WEATHERFORD (1979)
 CS2436
 CS2436                         *CURRENT SURVEY CONTROL
 CS2436  ___________________________________________________________________
 CS2436* NAD 83(1986)-  32 45 06.     (N)    097 42 48.     (W)     SCALED    
 CS2436* NAVD 88     -       298.695  (meters)     979.97   (feet)  ADJUSTED  
 CS2436  ___________________________________________________________________
 CS2436  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CS2436  DYNAMIC HT  -         298.333 (meters)     978.78  (feet)  COMP
 CS2436  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 CS2436
 CS2436  VERT ORDER  -  FIRST     CLASS II
 CS2436
 CS2436.The horizontal coordinates were scaled from a topographic map and have
 CS2436.an estimated accuracy of +/- 6 seconds.
 CS2436
 CS2436.The orthometric height was determined by differential leveling
 CS2436.and adjusted by the National Geodetic Survey in June 1991..
 CS2436
 CS2436.The geoid height was determined by GEOID03.
 CS2436
 CS2436.The dynamic height is computed by dividing the NAVD 88
 CS2436.geopotential number by the normal gravity value computed on the
 CS2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2436.degrees latitude (g = 980.6199 gals.).
 CS2436
 CS2436.The modeled gravity was interpolated from observed gravity values.
 CS2436
 CS2436;                    North         East    Units  Estimated Accuracy
 CS2436;SPC TXNC     - 2,120,590.      673,710.      MT  (+/- 180 meters Scaled)
 CS2436
 CS2436                          SUPERSEDED SURVEY CONTROL
 CS2436
 CS2436.No superseded survey control is available for this station.
 CS2436
 CS2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB205244(NAD 83)
 CS2436_MARKER: I = METAL ROD
 CS2436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2436_SP_SET: STAINLESS STEEL ROD
 CS2436_STAMPING: S 1477 1983
 CS2436_MARK LOGO: NGS   
 CS2436_PROJECTION: FLUSH
 CS2436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2436_ROD/PIPE-DEPTH: 8.2  meters
 CS2436
 CS2436  HISTORY     - Date     Condition        Report By
 CS2436  HISTORY     - 1983     MONUMENTED       NGS
 CS2436  HISTORY     - 19910527 GOOD             USPSQD
 CS2436  HISTORY     - 19970524 GOOD             USPSQD
 CS2436  HISTORY     - 20051029 GOOD             USPSQD
 CS2436
 CS2436                          STATION DESCRIPTION
 CS2436
 CS2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2436'7.5 KM (4.65 MI) EAST FROM WEATHERFORD.
 CS2436'7.5 KM (4.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2436'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 0.2 KM (0.1 MI)
 CS2436'SOUTHWEST OF MILEPOST 413, 43.3 METERS (142.1 FT) SOUTHEAST OF THE
 CS2436'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 11.6 METERS (38.1
 CS2436'FT) SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD AND 7.2 METERS
 CS2436'(23.6 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO
 CS2436'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2436'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CS2436'THE MARK IS 1.0 M ABOVE THE ROAD.
 CS2436
 CS2436                          STATION RECOVERY (1991)
 CS2436
 CS2436'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2436'RECOVERED IN GOOD CONDITION.
 CS2436
 CS2436                          STATION RECOVERY (1997)
 CS2436
 CS2436'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2436'RECOVERED IN GOOD CONDITION.
 CS2436
 CS2436                          STATION RECOVERY (2005)
 CS2436
 CS2436'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0898 ***********************************************************************
 CT0898  DESIGNATION -  S 1478
 CT0898  PID         -  CT0898
 CT0898  STATE/COUNTY-  TX/PALO PINTO
 CT0898  USGS QUAD   -  BRAZOS EAST (1984)
 CT0898
 CT0898                         *CURRENT SURVEY CONTROL
 CT0898  ___________________________________________________________________
 CT0898* NAD 83(1986)-  32 37 37.     (N)    098 04 37.     (W)     SCALED    
 CT0898* NAVD 88     -       248.877  (meters)     816.52   (feet)  ADJUSTED  
 CT0898  ___________________________________________________________________
 CT0898  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0898  DYNAMIC HT  -         248.572 (meters)     815.52  (feet)  COMP
 CT0898  MODELED GRAV-     979,404.4   (mgal)                       NAVD 88
 CT0898
 CT0898  VERT ORDER  -  FIRST     CLASS II
 CT0898
 CT0898.The horizontal coordinates were scaled from a topographic map and have
 CT0898.an estimated accuracy of +/- 6 seconds.
 CT0898
 CT0898.The orthometric height was determined by differential leveling
 CT0898.and adjusted by the National Geodetic Survey in June 1991..
 CT0898
 CT0898.The geoid height was determined by GEOID03.
 CT0898
 CT0898.The dynamic height is computed by dividing the NAVD 88
 CT0898.geopotential number by the normal gravity value computed on the
 CT0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0898.degrees latitude (g = 980.6199 gals.).
 CT0898
 CT0898.The modeled gravity was interpolated from observed gravity values.
 CT0898
 CT0898;                    North         East    Units  Estimated Accuracy
 CT0898;SPC TXNC     - 2,106,570.      639,700.      MT  (+/- 180 meters Scaled)
 CT0898
 CT0898                          SUPERSEDED SURVEY CONTROL
 CT0898
 CT0898.No superseded survey control is available for this station.
 CT0898
 CT0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB865103(NAD 83)
 CT0898_MARKER: DB = BENCH MARK DISK
 CT0898_SETTING: 66 = SET IN ROCK OUTCROP
 CT0898_SP_SET: ROCK OUTCROP
 CT0898_STAMPING: S 1478 1983
 CT0898_MARK LOGO: NGS   
 CT0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0898+STABILITY: POSITION/ELEVATION WELL
 CT0898
 CT0898  HISTORY     - Date     Condition        Report By
 CT0898  HISTORY     - 1983     MONUMENTED       NGS
 CT0898  HISTORY     - 20020316 GOOD             USPSQD
 CT0898
 CT0898                          STATION DESCRIPTION
 CT0898
 CT0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0898'30.5 KM (18.95 MI) WEST FROM WEATHERFORD.
 CT0898'30.5 KM (18.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0898'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, IN THE CENTER OF A
 CT0898'4-BY 50-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI)
 CT0898'NORTHEAST OF MILEPOST 389, 100.0 METERS (328.1 FT) SOUTHWEST OF THE
 CT0898'NORTHEAST END OF A HIGHWAY CUT, 22.8 METERS (74.8 FT) NORTHWEST OF THE
 CT0898'CENTERLINE OF A FRONTAGE ROAD AND 16.6 METERS (54.5 FT) SOUTHEAST OF
 CT0898'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CT0898'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CT0898'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 CT0898
 CT0898                          STATION RECOVERY (2002)
 CT0898
 CT0898'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2485 ***********************************************************************
 CS2485  DESIGNATION -  S 1479
 CS2485  PID         -  CS2485
 CS2485  STATE/COUNTY-  TX/TARRANT
 CS2485  USGS QUAD   -  FORT WORTH (1981)
 CS2485
 CS2485                         *CURRENT SURVEY CONTROL
 CS2485  ___________________________________________________________________
 CS2485* NAD 83(1986)-  32 38 06.     (N)    097 19 17.     (W)     SCALED    
 CS2485* NAVD 88     -       222.899  (meters)     731.29   (feet)  ADJUSTED  
 CS2485  ___________________________________________________________________
 CS2485  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CS2485  DYNAMIC HT  -         222.635 (meters)     730.43  (feet)  COMP
 CS2485  MODELED GRAV-     979,449.5   (mgal)                       NAVD 88
 CS2485
 CS2485  VERT ORDER  -  FIRST     CLASS II
 CS2485
 CS2485.The horizontal coordinates were scaled from a topographic map and have
 CS2485.an estimated accuracy of +/- 6 seconds.
 CS2485
 CS2485.The orthometric height was determined by differential leveling
 CS2485.and adjusted by the National Geodetic Survey in June 1991..
 CS2485
 CS2485.The geoid height was determined by GEOID03.
 CS2485
 CS2485.The dynamic height is computed by dividing the NAVD 88
 CS2485.geopotential number by the normal gravity value computed on the
 CS2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2485.degrees latitude (g = 980.6199 gals.).
 CS2485
 CS2485.The modeled gravity was interpolated from observed gravity values.
 CS2485
 CS2485;                    North         East    Units  Estimated Accuracy
 CS2485;SPC TXNC     - 2,108,000.      710,580.      MT  (+/- 180 meters Scaled)
 CS2485
 CS2485                          SUPERSEDED SURVEY CONTROL
 CS2485
 CS2485.No superseded survey control is available for this station.
 CS2485
 CS2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB574120(NAD 83)
 CS2485_MARKER: DB = BENCH MARK DISK
 CS2485_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2485_SP_SET: PIER
 CS2485_STAMPING: S 1479 1983
 CS2485_MARK LOGO: NGS   
 CS2485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2485
 CS2485  HISTORY     - Date     Condition        Report By
 CS2485  HISTORY     - 1983     MONUMENTED       NGS
 CS2485  HISTORY     - 1990     GOOD             USPSQD
 CS2485  HISTORY     - 19960301 GOOD             USPSQD
 CS2485  HISTORY     - 20011017 GOOD             USPSQD
 CS2485
 CS2485                          STATION DESCRIPTION
 CS2485
 CS2485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2485'3.5 KM (2.15 MI) SOUTH FROM FORT WORTH.
 CS2485'3.5 KM (2.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2485'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, SET VERTICALLY IN THE NORTH
 CS2485'FACE OF THE MOST EASTERLY 1 OF 7 PIERS OF THE HIGHWAY OVERPASS OF
 CS2485'SYCAMORE SCHOOL ROAD, 16.2 METERS (53.1 FT) EAST OF THE CENTER OF THE
 CS2485'HIGHWAY AND 9.4 METERS (30.8 FT) SOUTH OF THE CENTER OF THE EAST BOUND
 CS2485'LANES OF THE ROAD.
 CS2485'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2485
 CS2485                          STATION RECOVERY (1990)
 CS2485
 CS2485'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS2485'RECOVERED IN GOOD CONDITION.
 CS2485
 CS2485                          STATION RECOVERY (1996)
 CS2485
 CS2485'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2485'RECOVERED IN GOOD CONDITION.
 CS2485
 CS2485                          STATION RECOVERY (2001)
 CS2485
 CS2485'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1366 ***********************************************************************
 AY1366  DESIGNATION -  S 148
 AY1366  PID         -  AY1366
 AY1366  STATE/COUNTY-  TX/UVALDE
 AY1366  USGS QUAD   -  UVALDE (1971)
 AY1366
 AY1366                         *CURRENT SURVEY CONTROL
 AY1366  ___________________________________________________________________
 AY1366* NAD 83(1986)-  29 14 04.     (N)    099 47 44.     (W)     SCALED    
 AY1366* NAVD 88     -       284.135  (meters)     932.20   (feet)  POSTED    
 AY1366  ___________________________________________________________________
 AY1366  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AY1366  DYNAMIC HT  -         283.720 (meters)     930.84  (feet)  COMP
 AY1366  MODELED GRAV-     979,182.9   (mgal)                       NAVD 88
 AY1366
 AY1366  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1366
 AY1366.The horizontal coordinates were scaled from a topographic map and have
 AY1366.an estimated accuracy of +/- 6 seconds.
 AY1366
 AY1366.The orthometric height was determined by differential leveling
 AY1366.and adjusted by the National Geodetic Survey in 1992..
 AY1366.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1366.rate of 1.1 thru 2.0 mm/km.
 AY1366
 AY1366.The geoid height was determined by GEOID03.
 AY1366
 AY1366.The dynamic height is computed by dividing the NAVD 88
 AY1366.geopotential number by the normal gravity value computed on the
 AY1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1366.degrees latitude (g = 980.6199 gals.).
 AY1366
 AY1366.The modeled gravity was interpolated from observed gravity values.
 AY1366
 AY1366;                    North         East    Units  Estimated Accuracy
 AY1366;SPC TXSC     - 4,155,540.      522,670.      MT  (+/- 180 meters Scaled)
 AY1366
 AY1366                          SUPERSEDED SURVEY CONTROL
 AY1366
 AY1366  NGVD 29 (??/??/92)  284.000  (m)          931.76   (f) ADJ UNCH    1 2
 AY1366
 AY1366.Superseded values are not recommended for survey control.
 AY1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1366.See file dsdata.txt to determine how the superseded data were derived.
 AY1366
 AY1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT226342(NAD 83)
 AY1366_MARKER: DB = BENCH MARK DISK
 AY1366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1366_SP_SET: FOUNDATION
 AY1366_STAMPING: S 148 1939 932.009
 AY1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1366
 AY1366  HISTORY     - Date     Condition        Report By
 AY1366  HISTORY     - 1939     MONUMENTED       CGS
 AY1366  HISTORY     - 1957     GOOD             NGS
 AY1366  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 AY1366
 AY1366                          STATION DESCRIPTION
 AY1366
 AY1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1366'IN UVALDE.
 AY1366'AT UVALDE, ALONG THE TEXAS AND NEW ORLEANS RAILROAD, 168 FEET
 AY1366'NORTH-NORTHEAST OF THE RAILROAD STATION, 125.6 FEET NORTH OF THE NORTH
 AY1366'RAIL OF THE MAIN TRACK, IN THE TOP OF THE SOUTHWEST CORNER OF THE MOST
 AY1366'SOUTHEASTERLY CONCRETE FOUNDATION FOR A RAILROAD WATER TANK THAT HAS
 AY1366'BEEN REMOVED, ABOUT 2 1/2 FEET ABOVE THE GROUND AND ABOUT LEVEL WITH
 AY1366'THE TRACKS.
 AY1366
 AY1366                          STATION RECOVERY (2002)
 AY1366
 AY1366'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0940 ***********************************************************************
 CT0940  DESIGNATION -  S 1480
 CT0940  PID         -  CT0940
 CT0940  STATE/COUNTY-  TX/EASTLAND
 CT0940  USGS QUAD   -  EASTLAND (1987)
 CT0940
 CT0940                         *CURRENT SURVEY CONTROL
 CT0940  ___________________________________________________________________
 CT0940* NAD 83(1986)-  32 22 52.     (N)    098 48 59.     (W)     SCALED    
 CT0940* NAVD 88     -       437.088  (meters)    1434.01   (feet)  ADJUSTED  
 CT0940  ___________________________________________________________________
 CT0940  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 CT0940  DYNAMIC HT  -         436.527 (meters)    1432.17  (feet)  COMP
 CT0940  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 CT0940
 CT0940  VERT ORDER  -  FIRST     CLASS II
 CT0940
 CT0940.The horizontal coordinates were scaled from a topographic map and have
 CT0940.an estimated accuracy of +/- 6 seconds.
 CT0940
 CT0940.The orthometric height was determined by differential leveling
 CT0940.and adjusted by the National Geodetic Survey in June 1991..
 CT0940
 CT0940.The geoid height was determined by GEOID03.
 CT0940
 CT0940.The dynamic height is computed by dividing the NAVD 88
 CT0940.geopotential number by the normal gravity value computed on the
 CT0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0940.degrees latitude (g = 980.6199 gals.).
 CT0940
 CT0940.The modeled gravity was interpolated from observed gravity values.
 CT0940
 CT0940;                    North         East    Units  Estimated Accuracy
 CT0940;SPC TXNC     - 2,079,270.      570,230.      MT  (+/- 180 meters Scaled)
 CT0940
 CT0940                          SUPERSEDED SURVEY CONTROL
 CT0940
 CT0940.No superseded survey control is available for this station.
 CT0940
 CT0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA172826(NAD 83)
 CT0940_MARKER: DB = BENCH MARK DISK
 CT0940_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0940_SP_SET: PIER
 CT0940_STAMPING: S 1480 1983
 CT0940_MARK LOGO: NGS   
 CT0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0940
 CT0940  HISTORY     - Date     Condition        Report By
 CT0940  HISTORY     - 1983     MONUMENTED       NGS
 CT0940  HISTORY     - 20020316 GOOD             USPSQD
 CT0940
 CT0940                          STATION DESCRIPTION
 CT0940
 CT0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0940'13.4 KM (8.3 MI) WEST FROM RANGER.
 CT0940'13.4 KM (8.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0940'JUNCTION WITH FARM ROAD 2461 IN RANGER, SET VERTICALLY IN THE
 CT0940'SOUTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 2 PIERS OF A PAVED ROAD
 CT0940'OVERPASS OVER THE HIGHWAY AND 13.1 METERS (43.0 FT) NORTHWEST OF THE
 CT0940'CENTERLINE OF THE HIGHWAY OF THE WEST BOUND LANES OF THE HIGHWAY.
 CT0940'THE MARK IS 1.4 M ABOVE THE GROUND.
 CT0940
 CT0940                          STATION RECOVERY (2002)
 CT0940
 CT0940'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0967 ***********************************************************************
 CT0967  DESIGNATION -  S 1481
 CT0967  PID         -  CT0967
 CT0967  STATE/COUNTY-  TX/TAYLOR
 CT0967  USGS QUAD   -  ABILENE EAST (1987)
 CT0967
 CT0967                         *CURRENT SURVEY CONTROL
 CT0967  ___________________________________________________________________
 CT0967* NAD 83(1986)-  32 26 34.     (N)    099 40 59.     (W)     SCALED    
 CT0967* NAVD 88     -       536.627  (meters)    1760.58   (feet)  ADJUSTED  
 CT0967  ___________________________________________________________________
 CT0967  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CT0967  DYNAMIC HT  -         535.931 (meters)    1758.30  (feet)  COMP
 CT0967  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 CT0967
 CT0967  VERT ORDER  -  FIRST     CLASS II
 CT0967
 CT0967.The horizontal coordinates were scaled from a topographic map and have
 CT0967.an estimated accuracy of +/- 6 seconds.
 CT0967
 CT0967.The orthometric height was determined by differential leveling
 CT0967.and adjusted by the National Geodetic Survey in June 1991..
 CT0967
 CT0967.The geoid height was determined by GEOID03.
 CT0967
 CT0967.The dynamic height is computed by dividing the NAVD 88
 CT0967.geopotential number by the normal gravity value computed on the
 CT0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0967.degrees latitude (g = 980.6199 gals.).
 CT0967
 CT0967.The modeled gravity was interpolated from observed gravity values.
 CT0967
 CT0967;                    North         East    Units  Estimated Accuracy
 CT0967;SPC TXNC     - 2,086,690.      488,760.      MT  (+/- 180 meters Scaled)
 CT0967
 CT0967                          SUPERSEDED SURVEY CONTROL
 CT0967
 CT0967.No superseded survey control is available for this station.
 CT0967
 CT0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA357897(NAD 83)
 CT0967_MARKER: DB = BENCH MARK DISK
 CT0967_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0967_SP_SET: ABUTMENT
 CT0967_STAMPING: S 1481 1983
 CT0967_MARK LOGO: NGS   
 CT0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0967
 CT0967  HISTORY     - Date     Condition        Report By
 CT0967  HISTORY     - 1983     MONUMENTED       NGS
 CT0967  HISTORY     - 19940616 GOOD             USPSQD
 CT0967  HISTORY     - 20011013 POOR             USPSQD
 CT0967
 CT0967                          STATION DESCRIPTION
 CT0967
 CT0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0967'4.9 KM (3.05 MI) EAST FROM ABILENE.
 CT0967'4.9 KM (3.05 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0967'RAILROAD STATION IN ABILENE, IN TOP OF AND 0.3 METER (1.0 FT) EAST OF
 CT0967'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF LOOP 322 OVERPASS OVER
 CT0967'THE RAILROAD, 24.5 METERS (80.4 FT) NORTH OF THE NEAR RAIL AND 6.9
 CT0967'METERS (22.6 FT) WEST OF THE CENTER OF THE HIGHWAY.
 CT0967'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CT0967
 CT0967                          STATION RECOVERY (1994)
 CT0967
 CT0967'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0967'RECOVERED IN GOOD CONDITION.
 CT0967
 CT0967                          STATION RECOVERY (2001)
 CT0967
 CT0967'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0967'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0642 ***********************************************************************
 DO0642  DESIGNATION -  S 1482
 DO0642  PID         -  DO0642
 DO0642  STATE/COUNTY-  TX/WICHITA
 DO0642  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0642
 DO0642                         *CURRENT SURVEY CONTROL
 DO0642  ___________________________________________________________________
 DO0642* NAD 83(1986)-  33 55 37.     (N)    098 30 50.     (W)     SCALED    
 DO0642* NAVD 88     -       290.798  (meters)     954.06   (feet)  ADJUSTED  
 DO0642  ___________________________________________________________________
 DO0642  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DO0642  DYNAMIC HT  -         290.478 (meters)     953.01  (feet)  COMP
 DO0642  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 DO0642
 DO0642  VERT ORDER  -  FIRST     CLASS II
 DO0642
 DO0642.The horizontal coordinates were scaled from a topographic map and have
 DO0642.an estimated accuracy of +/- 6 seconds.
 DO0642
 DO0642.The orthometric height was determined by differential leveling
 DO0642.and adjusted by the National Geodetic Survey in June 1991..
 DO0642
 DO0642.The geoid height was determined by GEOID03.
 DO0642
 DO0642.The dynamic height is computed by dividing the NAVD 88
 DO0642.geopotential number by the normal gravity value computed on the
 DO0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0642.degrees latitude (g = 980.6199 gals.).
 DO0642
 DO0642.The modeled gravity was interpolated from observed gravity values.
 DO0642
 DO0642;                    North         East    Units  Estimated Accuracy
 DO0642;SPC TXNC     - 2,250,650.      598,720.      MT  (+/- 180 meters Scaled)
 DO0642
 DO0642                          SUPERSEDED SURVEY CONTROL
 DO0642
 DO0642.No superseded survey control is available for this station.
 DO0642
 DO0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC449541(NAD 83)
 DO0642_MARKER: DB = BENCH MARK DISK
 DO0642_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0642_SP_SET: PIER
 DO0642_STAMPING: S 1482 1984
 DO0642_MARK LOGO: NGS   
 DO0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0642+STABILITY: POSITION/ELEVATION WELL
 DO0642
 DO0642  HISTORY     - Date     Condition        Report By
 DO0642  HISTORY     - 1984     MONUMENTED       NGS
 DO0642  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0642
 DO0642                          STATION DESCRIPTION
 DO0642
 DO0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0642'IN WICHITA FALLS.
 DO0642'IN WICHITA FALLS, AT THE INTERSECTION OF LOOP 370 HIGHWAY AND U.S.
 DO0642'HIGHWAY 287, SET VERTICALLY IN THE SOUTH FACE OF THE MOST WESTERLY 1
 DO0642'OF 4 COLUMNS OF THE 1ST PIER SOUTH OF THE HIGHWAY OF THE OVERPASS OVER
 DO0642'THE U.S. HIGHWAY 287, 11.2 METERS (36.7 FT) WEST OF THE CENTER OF THE
 DO0642'SOUTH BOUND LANES OF THE HIGHWAY, AND 6.6 METERS (21.7 FT) SOUTH OF
 DO0642'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 DO0642'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DO0642
 DO0642                          STATION RECOVERY (2001)
 DO0642
 DO0642'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0534 ***********************************************************************
 EM0534  DESIGNATION -  S 1483
 EM0534  PID         -  EM0534
 EM0534  STATE/COUNTY-  TX/WILBARGER
 EM0534  USGS QUAD   -  OKLAUNION (1985)
 EM0534
 EM0534                         *CURRENT SURVEY CONTROL
 EM0534  ___________________________________________________________________
 EM0534* NAD 83(1986)-  34 08 02.     (N)    099 08 35.     (W)     SCALED    
 EM0534* NAVD 88     -       377.934  (meters)    1239.94   (feet)  ADJUSTED  
 EM0534  ___________________________________________________________________
 EM0534  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EM0534  DYNAMIC HT  -         377.511 (meters)    1238.55  (feet)  COMP
 EM0534  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 EM0534
 EM0534  VERT ORDER  -  FIRST     CLASS II
 EM0534
 EM0534.The horizontal coordinates were scaled from a topographic map and have
 EM0534.an estimated accuracy of +/- 6 seconds.
 EM0534
 EM0534.The orthometric height was determined by differential leveling
 EM0534.and adjusted by the National Geodetic Survey in June 1991..
 EM0534
 EM0534.The geoid height was determined by GEOID03.
 EM0534
 EM0534.The dynamic height is computed by dividing the NAVD 88
 EM0534.geopotential number by the normal gravity value computed on the
 EM0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0534.degrees latitude (g = 980.6199 gals.).
 EM0534
 EM0534.The modeled gravity was interpolated from observed gravity values.
 EM0534
 EM0534;                    North         East    Units  Estimated Accuracy
 EM0534;SPC TXNC     - 2,273,790.      540,680.      MT  (+/- 180 meters Scaled)
 EM0534
 EM0534                          SUPERSEDED SURVEY CONTROL
 EM0534
 EM0534.No superseded survey control is available for this station.
 EM0534
 EM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC868770(NAD 83)
 EM0534_MARKER: DB = BENCH MARK DISK
 EM0534_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0534_SP_SET: PIER
 EM0534_STAMPING: S 1483 1984
 EM0534_MARK LOGO: NGS   
 EM0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0534
 EM0534  HISTORY     - Date     Condition        Report By
 EM0534  HISTORY     - 1984     MONUMENTED       NGS
 EM0534
 EM0534                          STATION DESCRIPTION
 EM0534
 EM0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0534'14.3 KM (8.9 MI) SE FROM VERNON.
 EM0534'13.6 KM (8.45 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0534'FROM THE STATION IN VERNON, THENCE 0.7 KM (0.45 MI) NORTH ALONG STATE
 EM0534'HIGHWAY LOOP 145, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY
 EM0534'1 OF 2 COLUMNS OF THE 1ST PIER SOUTH OF THE NORTH ABUTMENT OF THE
 EM0534'HIGHWAY OVERPASS OVER U.S. HIGHWAY 287, 7.7 METERS (25.3 FT) NORTH OF
 EM0534'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND
 EM0534'3.0 METERS (9.8 FT) WEST OF THE CENTER OF THE HIGHWAY.
 EM0534'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0593 ***********************************************************************
 EN0593  DESIGNATION -  S 1484
 EN0593  PID         -  EN0593
 EN0593  STATE/COUNTY-  TX/HALL
 EN0593  USGS QUAD   -  ESTELLINE (1985)
 EN0593
 EN0593                         *CURRENT SURVEY CONTROL
 EN0593  ___________________________________________________________________
 EN0593* NAD 83(1986)-  34 32 16.     (N)    100 25 57.     (W)     SCALED    
 EN0593* NAVD 88     -       557.567  (meters)    1829.28   (feet)  ADJUSTED  
 EN0593  ___________________________________________________________________
 EN0593  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 EN0593  DYNAMIC HT  -         556.935 (meters)    1827.21  (feet)  COMP
 EN0593  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 EN0593
 EN0593  VERT ORDER  -  FIRST     CLASS II
 EN0593
 EN0593.The horizontal coordinates were scaled from a topographic map and have
 EN0593.an estimated accuracy of +/- 6 seconds.
 EN0593
 EN0593.The orthometric height was determined by differential leveling
 EN0593.and adjusted by the National Geodetic Survey in June 1991..
 EN0593
 EN0593.The geoid height was determined by GEOID03.
 EN0593
 EN0593.The dynamic height is computed by dividing the NAVD 88
 EN0593.geopotential number by the normal gravity value computed on the
 EN0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0593.degrees latitude (g = 980.6199 gals.).
 EN0593
 EN0593.The modeled gravity was interpolated from observed gravity values.
 EN0593
 EN0593;                    North         East    Units  Estimated Accuracy
 EN0593;SPC TX N     - 1,060,190.      298,000.      MT  (+/- 180 meters Scaled)
 EN0593
 EN0593                          SUPERSEDED SURVEY CONTROL
 EN0593
 EN0593.No superseded survey control is available for this station.
 EN0593
 EN0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD685227(NAD 83)
 EN0593_MARKER: I = METAL ROD
 EN0593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0593_SP_SET: STAINLESS STEEL ROD
 EN0593_STAMPING: S 1484 1984
 EN0593_MARK LOGO: NGS   
 EN0593_PROJECTION: FLUSH
 EN0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0593_ROD/PIPE-DEPTH: 10.7 meters
 EN0593
 EN0593  HISTORY     - Date     Condition        Report By
 EN0593  HISTORY     - 1984     MONUMENTED       NGS
 EN0593
 EN0593                          STATION DESCRIPTION
 EN0593
 EN0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0593'22.4 KM (13.9 MI) NW FROM CHILDRESS.
 EN0593'22.4 KM (13.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0593'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 0.2 KM (0.1 MI) NORTHWEST
 EN0593'OF FARM ROAD 658, 9.4 M (30.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 EN0593'NORTHWEST BOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 EN0593'SOUTH-SOUTHEAST OF THE MOST NORTHERLY 1 OF 2 LEGS OF A HIGHWAY
 EN0593'INFORMATION SIGN (ESTEILINE 1 MEMPHIS 15).  NOTE=ACCESS TO THE DATUM
 EN0593'POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0593'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EN0593'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0930 ***********************************************************************
 DN0930  DESIGNATION -  S 1485
 DN0930  PID         -  DN0930
 DN0930  STATE/COUNTY-  TX/WISE
 DN0930  USGS QUAD   -  ALVORD (1976)
 DN0930
 DN0930                         *CURRENT SURVEY CONTROL
 DN0930  ___________________________________________________________________
 DN0930* NAD 83(1986)-  33 16 51.     (N)    097 37 46.     (W)     SCALED    
 DN0930* NAVD 88     -       285.224  (meters)     935.77   (feet)  ADJUSTED  
 DN0930  ___________________________________________________________________
 DN0930  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DN0930  DYNAMIC HT  -         284.898 (meters)     934.70  (feet)  COMP
 DN0930  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 DN0930
 DN0930  VERT ORDER  -  FIRST     CLASS II
 DN0930
 DN0930.The horizontal coordinates were scaled from a topographic map and have
 DN0930.an estimated accuracy of +/- 6 seconds.
 DN0930
 DN0930.The orthometric height was determined by differential leveling
 DN0930.and adjusted by the National Geodetic Survey in June 1991..
 DN0930
 DN0930.The geoid height was determined by GEOID03.
 DN0930
 DN0930.The dynamic height is computed by dividing the NAVD 88
 DN0930.geopotential number by the normal gravity value computed on the
 DN0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0930.degrees latitude (g = 980.6199 gals.).
 DN0930
 DN0930.The modeled gravity was interpolated from observed gravity values.
 DN0930
 DN0930;                    North         East    Units  Estimated Accuracy
 DN0930;SPC TXNC     - 2,179,330.      681,090.      MT  (+/- 180 meters Scaled)
 DN0930
 DN0930                          SUPERSEDED SURVEY CONTROL
 DN0930
 DN0930.No superseded survey control is available for this station.
 DN0930
 DN0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB276832(NAD 83)
 DN0930_MARKER: I = METAL ROD
 DN0930_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0930+WITH SETTING: INFORMATION.
 DN0930_SP_SET: SHALLOW SET METAL ROD
 DN0930_STAMPING: S 1485 1984
 DN0930_MARK LOGO: NGS   
 DN0930_PROJECTION: FLUSH
 DN0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0930_ROD/PIPE-DEPTH: 2.7  meters
 DN0930
 DN0930  HISTORY     - Date     Condition        Report By
 DN0930  HISTORY     - 1984     MONUMENTED       NGS
 DN0930
 DN0930                          STATION DESCRIPTION
 DN0930
 DN0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0930'7.4 KM (4.7 MI) NW FROM DECATUR.
 DN0930'1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE BURLINGTON NORTHERN
 DN0930'RAILROAD STATION IN DECATUR, THENCE 5.9 KM (3.7 MI) NORTHWESTERLY
 DN0930'ALONG U.S. HIGHWAYS 287 AND 81, 14.6 METERS (47.9 FT) SOUTHWEST OF THE
 DN0930'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 8.2 M
 DN0930'(26.9 FT) EAST OF THE CENTERLINE OF A PAVED ROAD, AND 0.7 METER
 DN0930'(2.3 FT) EAST OF THE EAST LEG OF A SIGN FLYING V RANCH.  NOTE=ACCESS
 DN0930'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0930'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DN0930'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0627 ***********************************************************************
 DO0627  DESIGNATION -  S 1486
 DO0627  PID         -  DO0627
 DO0627  STATE/COUNTY-  TX/CLAY
 DO0627  USGS QUAD   -  HENRIETTA (1984)
 DO0627
 DO0627                         *CURRENT SURVEY CONTROL
 DO0627  ___________________________________________________________________
 DO0627* NAD 83(1986)-  33 48 51.     (N)    098 13 11.     (W)     SCALED    
 DO0627* NAVD 88     -       272.448  (meters)     893.86   (feet)  ADJUSTED  
 DO0627  ___________________________________________________________________
 DO0627  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DO0627  DYNAMIC HT  -         272.146 (meters)     892.87  (feet)  COMP
 DO0627  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 DO0627
 DO0627  VERT ORDER  -  FIRST     CLASS II
 DO0627
 DO0627.The horizontal coordinates were scaled from a topographic map and have
 DO0627.an estimated accuracy of +/- 6 seconds.
 DO0627
 DO0627.The orthometric height was determined by differential leveling
 DO0627.and adjusted by the National Geodetic Survey in June 1991..
 DO0627
 DO0627.The geoid height was determined by GEOID03.
 DO0627
 DO0627.The dynamic height is computed by dividing the NAVD 88
 DO0627.geopotential number by the normal gravity value computed on the
 DO0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0627.degrees latitude (g = 980.6199 gals.).
 DO0627
 DO0627.The modeled gravity was interpolated from observed gravity values.
 DO0627
 DO0627;                    North         East    Units  Estimated Accuracy
 DO0627;SPC TXNC     - 2,238,180.      625,950.      MT  (+/- 180 meters Scaled)
 DO0627
 DO0627                          SUPERSEDED SURVEY CONTROL
 DO0627
 DO0627.No superseded survey control is available for this station.
 DO0627
 DO0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC722418(NAD 83)
 DO0627_MARKER: DB = BENCH MARK DISK
 DO0627_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0627_SP_SET: PIER
 DO0627_STAMPING: S 1486 1984
 DO0627_MARK LOGO: NGS   
 DO0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0627+STABILITY: POSITION/ELEVATION WELL
 DO0627
 DO0627  HISTORY     - Date     Condition        Report By
 DO0627  HISTORY     - 1984     MONUMENTED       NGS
 DO0627
 DO0627                          STATION DESCRIPTION
 DO0627
 DO0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0627'IN HENRIETTA.
 DO0627'IN HENRIETTA, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 DO0627'AND U.S. HIGHWAY 287, SET VERTICALL IN THE NORTHWEST FACE OF THE MOST
 DO0627'NORTHWESTERLY 1 OF 3 COLUMNS OF THE 1ST PIER NORTHEAST OF THE TRACKS
 DO0627'OF THE SOUTHEAST BOUND HIGHWAY OVERPASS OVER THE TRACKS, 10.4 METERS
 DO0627'(34.1 FT) NORTHEAST OF THE NEAR RAIL, AND 4.0 METERS (13.1 FT)
 DO0627'NORTHWEST OF THE CENTER OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY.
 DO0627'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0566 ***********************************************************************
 EM0566  DESIGNATION -  S 1487
 EM0566  PID         -  EM0566
 EM0566  STATE/COUNTY-  TX/HARDEMAN
 EM0566  USGS QUAD   -  QUANAH WEST (1990)
 EM0566
 EM0566                         *CURRENT SURVEY CONTROL
 EM0566  ___________________________________________________________________
 EM0566* NAD 83(1986)-  34 18 45.     (N)    099 47 39.     (W)     SCALED    
 EM0566* NAVD 88     -       469.787  (meters)    1541.29   (feet)  ADJUSTED  
 EM0566  ___________________________________________________________________
 EM0566  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 EM0566  DYNAMIC HT  -         469.256 (meters)    1539.55  (feet)  COMP
 EM0566  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 EM0566
 EM0566  VERT ORDER  -  FIRST     CLASS II
 EM0566
 EM0566.The horizontal coordinates were scaled from a topographic map and have
 EM0566.an estimated accuracy of +/- 6 seconds.
 EM0566
 EM0566.The orthometric height was determined by differential leveling
 EM0566.and adjusted by the National Geodetic Survey in June 1991..
 EM0566
 EM0566.The geoid height was determined by GEOID03.
 EM0566
 EM0566.The dynamic height is computed by dividing the NAVD 88
 EM0566.geopotential number by the normal gravity value computed on the
 EM0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0566.degrees latitude (g = 980.6199 gals.).
 EM0566
 EM0566.The modeled gravity was interpolated from observed gravity values.
 EM0566
 EM0566;                    North         East    Units  Estimated Accuracy
 EM0566;SPC TXNC     - 2,294,160.      480,870.      MT  (+/- 180 meters Scaled)
 EM0566
 EM0566                          SUPERSEDED SURVEY CONTROL
 EM0566
 EM0566.No superseded survey control is available for this station.
 EM0566
 EM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC269970(NAD 83)
 EM0566_MARKER: I = METAL ROD
 EM0566_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EM0566+WITH SETTING: INFORMATION.
 EM0566_SP_SET: SHALLOW SET METAL ROD
 EM0566_STAMPING: S 1487 1984
 EM0566_MARK LOGO: NGS   
 EM0566_PROJECTION: FLUSH
 EM0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0566_ROD/PIPE-DEPTH: 1.8  meters
 EM0566
 EM0566  HISTORY     - Date     Condition        Report By
 EM0566  HISTORY     - 1984     MONUMENTED       NGS
 EM0566
 EM0566                          STATION DESCRIPTION
 EM0566
 EM0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0566'5.7 KM (3.55 MI) NW FROM QUANAH.
 EM0566'1.7 KM (1.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0566'JUNCTION WITH STATE HIGHWAY 6 IN QUANAH, THENCE 4.0 KM (2.5 MI)
 EM0566'NORTHWESTERLY ALONG STATE HIGHWAY LOOP 285, 93.0 M (305.1 FT)
 EM0566'NORTHWEST OF A WINDMILL, 13.9 M (45.6 FT) SOUTH OF THE CENTERLINE OF
 EM0566'THE HIGHWAY, AND 8.5 M (27.9 FT) WEST OF THE CENTER OF A FIELD
 EM0566'ENTRANCE.  NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM
 EM0566'POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0566'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EM0566'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1297 ***********************************************************************
 GL1297  DESIGNATION -  S 1488
 GL1297  PID         -  GL1297
 GL1297  STATE/COUNTY-  TX/DALLAM
 GL1297  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL1297
 GL1297                         *CURRENT SURVEY CONTROL
 GL1297  ___________________________________________________________________
 GL1297* NAD 83(1986)-  36 19 02.     (N)    102 32 13.     (W)     SCALED    
 GL1297* NAVD 88     -      1258.665  (meters)    4129.47   (feet)  ADJUSTED  
 GL1297  ___________________________________________________________________
 GL1297  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 GL1297  DYNAMIC HT  -        1257.230 (meters)    4124.76  (feet)  COMP
 GL1297  MODELED GRAV-     979,449.1   (mgal)                       NAVD 88
 GL1297
 GL1297  VERT ORDER  -  FIRST     CLASS II
 GL1297
 GL1297.The horizontal coordinates were scaled from a topographic map and have
 GL1297.an estimated accuracy of +/- 6 seconds.
 GL1297
 GL1297.The orthometric height was determined by differential leveling
 GL1297.and adjusted by the National Geodetic Survey in June 1991..
 GL1297
 GL1297.The geoid height was determined by GEOID03.
 GL1297
 GL1297.The dynamic height is computed by dividing the NAVD 88
 GL1297.geopotential number by the normal gravity value computed on the
 GL1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1297.degrees latitude (g = 980.6199 gals.).
 GL1297
 GL1297.The modeled gravity was interpolated from observed gravity values.
 GL1297
 GL1297;                    North         East    Units  Estimated Accuracy
 GL1297;SPC TX N     - 1,257,570.      106,880.      MT  (+/- 180 meters Scaled)
 GL1297
 GL1297                          SUPERSEDED SURVEY CONTROL
 GL1297
 GL1297.No superseded survey control is available for this station.
 GL1297
 GL1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA211219(NAD 83)
 GL1297_MARKER: I = METAL ROD
 GL1297_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GL1297+WITH SETTING: INFORMATION.
 GL1297_SP_SET: SHALLOW-SET METAL ROD
 GL1297_STAMPING: S 1488 1985
 GL1297_MARK LOGO: NGS   
 GL1297_PROJECTION: FLUSH
 GL1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1297_ROD/PIPE-DEPTH: 1.8  meters
 GL1297
 GL1297  HISTORY     - Date     Condition        Report By
 GL1297  HISTORY     - 1985     MONUMENTED       NGS
 GL1297
 GL1297                          STATION DESCRIPTION
 GL1297
 GL1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1297'28.9 KM (17.95 MI) NORT FROM DALHART.
 GL1297'28.9 KM (17.95 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1297'WITH U.S. HIGHWAY 54 IN DALHART, 22.4 M (73.5 FT) EAST OF THE
 GL1297'CENTERLINE OF THE HIGHWAY, AND 6.3 M (20.7 FT) SOUTH OF THE CENTER OF
 GL1297'A GATE AND FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 GL1297'A 5-INCH LOGO CAP.
 GL1297'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1297'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0609 ***********************************************************************
 EN0609  DESIGNATION -  S 1489
 EN0609  PID         -  EN0609
 EN0609  STATE/COUNTY-  TX/DONLEY
 EN0609  USGS QUAD   -  GILES (1982)
 EN0609
 EN0609                         *CURRENT SURVEY CONTROL
 EN0609  ___________________________________________________________________
 EN0609* NAD 83(1986)-  34 46 08.     (N)    100 34 22.     (W)     SCALED    
 EN0609* NAVD 88     -       674.703  (meters)    2213.59   (feet)  ADJUSTED  
 EN0609  ___________________________________________________________________
 EN0609  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EN0609  DYNAMIC HT  -         673.948 (meters)    2211.11  (feet)  COMP
 EN0609  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 EN0609
 EN0609  VERT ORDER  -  FIRST     CLASS II
 EN0609
 EN0609.The horizontal coordinates were scaled from a topographic map and have
 EN0609.an estimated accuracy of +/- 6 seconds.
 EN0609
 EN0609.The orthometric height was determined by differential leveling
 EN0609.and adjusted by the National Geodetic Survey in June 1991..
 EN0609
 EN0609.The geoid height was determined by GEOID03.
 EN0609
 EN0609.The dynamic height is computed by dividing the NAVD 88
 EN0609.geopotential number by the normal gravity value computed on the
 EN0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0609.degrees latitude (g = 980.6199 gals.).
 EN0609
 EN0609.The modeled gravity was interpolated from observed gravity values.
 EN0609
 EN0609;                    North         East    Units  Estimated Accuracy
 EN0609;SPC TX N     - 1,085,700.      284,880.      MT  (+/- 180 meters Scaled)
 EN0609
 EN0609                          SUPERSEDED SURVEY CONTROL
 EN0609
 EN0609.No superseded survey control is available for this station.
 EN0609
 EN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD560485(NAD 83)
 EN0609_MARKER: I = METAL ROD
 EN0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0609_SP_SET: STAINLESS STEEL ROD
 EN0609_STAMPING: S 1489 1984
 EN0609_MARK LOGO: NGS   
 EN0609_PROJECTION: FLUSH
 EN0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0609_ROD/PIPE-DEPTH: 17.1 meters
 EN0609
 EN0609  HISTORY     - Date     Condition        Report By
 EN0609  HISTORY     - 1984     MONUMENTED       NGS
 EN0609
 EN0609                          STATION DESCRIPTION
 EN0609
 EN0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0609'6.0 KM (3.75 MI) NW FROM MEMPHIS.
 EN0609'6.0 KM (3.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0609'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 38.7 M (127.0 FT)
 EN0609'NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, 19.2 M (63.0 FT)
 EN0609'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EN0609'HIGHWAY, 12.5 M (41.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON
 EN0609'NORTHERN RAILROAD, AND 1.5 M (4.9 FT) NORTHWEST OF A UTILITY POLE WITH
 EN0609'3 GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EN0609'CAP.
 EN0609'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EN0609'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1123 ***********************************************************************
 CS1123  DESIGNATION -  S 149
 CS1123  PID         -  CS1123
 CS1123  STATE/COUNTY-  TX/DALLAS
 CS1123  USGS QUAD   -  ROWLETT (1973)
 CS1123
 CS1123                         *CURRENT SURVEY CONTROL
 CS1123  ___________________________________________________________________
 CS1123* NAD 83(1986)-  32 54 10.     (N)    096 34 23.     (W)     SCALED    
 CS1123* NAVD 88     -       150.425  (meters)     493.52   (feet)  ADJUSTED  
 CS1123  ___________________________________________________________________
 CS1123  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CS1123  DYNAMIC HT  -         150.261 (meters)     492.98  (feet)  COMP
 CS1123  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 CS1123
 CS1123  VERT ORDER  -  FIRST     CLASS II
 CS1123
 CS1123.The horizontal coordinates were scaled from a topographic map and have
 CS1123.an estimated accuracy of +/- 6 seconds.
 CS1123
 CS1123.The orthometric height was determined by differential leveling
 CS1123.and adjusted by the National Geodetic Survey in June 1991..
 CS1123.WARNING-Repeat measurements at this control monument indicate possible
 CS1123.vertical movement.
 CS1123
 CS1123.The geoid height was determined by GEOID03.
 CS1123
 CS1123.The dynamic height is computed by dividing the NAVD 88
 CS1123.geopotential number by the normal gravity value computed on the
 CS1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1123.degrees latitude (g = 980.6199 gals.).
 CS1123
 CS1123.The modeled gravity was interpolated from observed gravity values.
 CS1123
 CS1123;                    North         East    Units  Estimated Accuracy
 CS1123;SPC TXNC     - 2,138,730.      780,240.      MT  (+/- 180 meters Scaled)
 CS1123
 CS1123                          SUPERSEDED SURVEY CONTROL
 CS1123
 CS1123  NGVD 29 (??/??/92)  150.479  (m)          493.70   (f) ADJ UNCH    1 2
 CS1123
 CS1123.Superseded values are not recommended for survey control.
 CS1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1123.See file dsdata.txt to determine how the superseded data were derived.
 CS1123
 CS1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB269431(NAD 83)
 CS1123_MARKER: DB = BENCH MARK DISK
 CS1123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1123_SP_SET: ABUTMENT
 CS1123_STAMPING: S 149 1939
 CS1123_MARK LOGO: CGS   
 CS1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1123
 CS1123  HISTORY     - Date     Condition        Report By
 CS1123  HISTORY     - 1939     MONUMENTED       CGS
 CS1123  HISTORY     - 1986     GOOD             NGS
 CS1123
 CS1123                          STATION DESCRIPTION
 CS1123
 CS1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CS1123'0.5 MI SW FROM ROWLETT.
 CS1123'ON THE KATY RAILROAD 0.5 MILES SOUTHWEST OF DEPOT.  ON TOP OF THE
 CS1123'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE CONCRETE
 CS1123'RAILROAD OVERPASS OVER US. HIGHWAY NO. 67.  15.0 FT. NORTHWEST OF THE
 CS1123'CENTERLINE OF TRACK.  1.5 FT. BELOW THE TOP OF RAIL.
 CS1123
 CS1123                          STATION RECOVERY (1986)
 CS1123
 CS1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1123'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.6 KM (4.1 MI)
 CS1123'EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD FROM THE STATION IN
 CS1123'GARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1612 ***********************************************************************
 FL1612  DESIGNATION -  S 1490
 FL1612  PID         -  FL1612
 FL1612  STATE/COUNTY-  TX/DONLEY
 FL1612  USGS QUAD   -  GROOM (1983)
 FL1612
 FL1612                         *CURRENT SURVEY CONTROL
 FL1612  ___________________________________________________________________
 FL1612* NAD 83(1986)-  35 10 56.     (N)    101 00 32.     (W)     SCALED    
 FL1612* NAVD 88     -       984.003  (meters)    3228.35   (feet)  ADJUSTED  
 FL1612  ___________________________________________________________________
 FL1612  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1612  DYNAMIC HT  -         982.870 (meters)    3224.63  (feet)  COMP
 FL1612  MODELED GRAV-     979,449.6   (mgal)                       NAVD 88
 FL1612
 FL1612  VERT ORDER  -  FIRST     CLASS II
 FL1612
 FL1612.The horizontal coordinates were scaled from a topographic map and have
 FL1612.an estimated accuracy of +/- 6 seconds.
 FL1612
 FL1612.The orthometric height was determined by differential leveling
 FL1612.and adjusted by the National Geodetic Survey in June 1991..
 FL1612
 FL1612.The geoid height was determined by GEOID03.
 FL1612
 FL1612.The dynamic height is computed by dividing the NAVD 88
 FL1612.geopotential number by the normal gravity value computed on the
 FL1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1612.degrees latitude (g = 980.6199 gals.).
 FL1612
 FL1612.The modeled gravity was interpolated from observed gravity values.
 FL1612
 FL1612;                    North         East    Units  Estimated Accuracy
 FL1612;SPC TX N     - 1,131,260.      244,730.      MT  (+/- 180 meters Scaled)
 FL1612
 FL1612                          SUPERSEDED SURVEY CONTROL
 FL1612
 FL1612.No superseded survey control is available for this station.
 FL1612
 FL1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD170950(NAD 83)
 FL1612_MARKER: DB = BENCH MARK DISK
 FL1612_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1612_SP_SET: PIER
 FL1612_STAMPING: S 1490 1984
 FL1612_MARK LOGO: NGS   
 FL1612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1612+STABILITY: POSITION/ELEVATION WELL
 FL1612
 FL1612  HISTORY     - Date     Condition        Report By
 FL1612  HISTORY     - 1984     MONUMENTED       NGS
 FL1612
 FL1612                          STATION DESCRIPTION
 FL1612
 FL1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1612'9.2 KM (5.7 MI) WEST FROM JERICHO.
 FL1612'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1612'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 9.2 KM (5.7
 FL1612'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD, SET
 FL1612'VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 2 COLUMS OF THE
 FL1612'SECOND PIER NORTH OF THE RAILROAD TRACKS OF THE BOYDSTON ROAD
 FL1612'OVERPASS OVER THE TRACKS, 33.0 M (108.3 FT) NORTH OF THE NEAR RAIL,
 FL1612'16.2 M (53.1 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, AND 2.7
 FL1612'M (8.9 FT) EAST OF THE CENTER OF THE ROAD.
 FL1612'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1576 ***********************************************************************
 FL1576  DESIGNATION -  S 1491
 FL1576  PID         -  FL1576
 FL1576  STATE/COUNTY-  TX/RANDALL
 FL1576  USGS QUAD   -  AMARILLO EAST (1973)
 FL1576
 FL1576                         *CURRENT SURVEY CONTROL
 FL1576  ___________________________________________________________________
 FL1576* NAD 83(1986)-  35 10 37.     (N)    101 50 16.     (W)     SCALED    
 FL1576* NAVD 88     -      1113.986  (meters)    3654.80   (feet)  ADJUSTED  
 FL1576  ___________________________________________________________________
 FL1576  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL1576  DYNAMIC HT  -        1112.660 (meters)    3650.45  (feet)  COMP
 FL1576  MODELED GRAV-     979,405.5   (mgal)                       NAVD 88
 FL1576
 FL1576  VERT ORDER  -  FIRST     CLASS II
 FL1576
 FL1576.The horizontal coordinates were scaled from a topographic map and have
 FL1576.an estimated accuracy of +/- 6 seconds.
 FL1576
 FL1576.The orthometric height was determined by differential leveling
 FL1576.and adjusted by the National Geodetic Survey in June 1991..
 FL1576
 FL1576.The geoid height was determined by GEOID03.
 FL1576
 FL1576.The dynamic height is computed by dividing the NAVD 88
 FL1576.geopotential number by the normal gravity value computed on the
 FL1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1576.degrees latitude (g = 980.6199 gals.).
 FL1576
 FL1576.The modeled gravity was interpolated from observed gravity values.
 FL1576
 FL1576;                    North         East    Units  Estimated Accuracy
 FL1576;SPC TX N     - 1,130,620.      169,230.      MT  (+/- 180 meters Scaled)
 FL1576
 FL1576                          SUPERSEDED SURVEY CONTROL
 FL1576
 FL1576.No superseded survey control is available for this station.
 FL1576
 FL1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD415963(NAD 83)
 FL1576_MARKER: I = METAL ROD
 FL1576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1576_SP_SET: STAINLESS STEEL ROD
 FL1576_STAMPING: S 1491 1984
 FL1576_MARK LOGO: NGS   
 FL1576_PROJECTION: FLUSH
 FL1576_MAGNETIC: I = MARKER IS A STEEL ROD
 FL1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1576+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1996
 FL1576_ROD/PIPE-DEPTH: 6.7  meters
 FL1576
 FL1576  HISTORY     - Date     Condition        Report By
 FL1576  HISTORY     - 1984     MONUMENTED       NGS
 FL1576  HISTORY     - 19960929 GOOD             NGS
 FL1576  HISTORY     - 20030414 POOR             GEOCAC
 FL1576
 FL1576                          STATION DESCRIPTION
 FL1576
 FL1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1576'3.6 KM (2.25 MI) SW FROM AMARILLO.
 FL1576'3.6 KM (2.25 MI) SOUTHWESTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 FL1576'RAILROAD FROM THE STATION IN AMARILLO, 0.1 KM (0.05 MI) SOUTHWEST OF
 FL1576'THE CENTER OF A NEW HIGHWAY BRIDGE OVER THE RAILROAD, 77.7 METERS
 FL1576'(254.9 FT) SOUTH OF A FENCE CORNER, 37.2 METERS (122.0 FT) EAST OF THE
 FL1576'NEAR RAIL, AND 0.6 METER (2.0 FT) WEST OF A FENCE.  NOTE=ACCESS TO THE
 FL1576'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1576'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FL1576'THE MARK IS ABOVE LEVEL WITH THE RAILROAD.
 FL1576
 FL1576                          STATION RECOVERY (1996)
 FL1576
 FL1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 FL1576'IN AMARILLO, AT THE INTERSECTION OF 34TH AVENUE AND THE SANTA FE
 FL1576'RAILROAD, 117.5 M (385.5 FT) SOUTH OF THE AVENUE CENTER, 107.8 M
 FL1576'(353.7 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE
 FL1576'ENCLOSING A AUTO STORAGE AND SHIPPING YARD, 37.5 M (123.0 FT) EAST OF
 FL1576'THE NEAR RAIL OF A SPUR LEADING INTO THE STORAGE YARD, 35.4 M (116.1
 FL1576'FT) NORTH OF THE EXTENDED NORTH WALL OF A BLOCK WALL ENCLOSING A FUEL
 FL1576'STORAGE TANK, AND 1.0 M (3.3 FT) WEST OF A WITNESS POST AND FENCE.
 FL1576'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1576
 FL1576                          STATION RECOVERY (2003)
 FL1576
 FL1576'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 FL1576'MARKER FOUND AS DESCRIBED, IN SUSPECT CONDITION.  WITNESS POST AND THE
 FL1576'ACCESS LID HAVE BEEN BROKEN BY RECENT EXCAVATION WORK.  MONUMENT
 FL1576'REMAINS FLUSH WITH SURFACE AND APPEARS SOUND.  UNABLE TO VERIFY
 FL1576'POSITIONAL ACCURACY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0820 ***********************************************************************
 FM0820  DESIGNATION -  S 1492
 FM0820  PID         -  FM0820
 FM0820  STATE/COUNTY-  TX/POTTER
 FM0820  USGS QUAD   -  ADY (1966)
 FM0820
 FM0820                         *CURRENT SURVEY CONTROL
 FM0820  ___________________________________________________________________
 FM0820* NAD 83(1986)-  35 29 00.     (N)    102 09 02.     (W)     SCALED    
 FM0820* NAVD 88     -      1011.575  (meters)    3318.81   (feet)  ADJUSTED  
 FM0820  ___________________________________________________________________
 FM0820  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FM0820  DYNAMIC HT  -        1010.398 (meters)    3314.95  (feet)  COMP
 FM0820  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 FM0820
 FM0820  VERT ORDER  -  FIRST     CLASS II
 FM0820
 FM0820.The horizontal coordinates were scaled from a topographic map and have
 FM0820.an estimated accuracy of +/- 6 seconds.
 FM0820
 FM0820.The orthometric height was determined by differential leveling
 FM0820.and adjusted by the National Geodetic Survey in June 1991..
 FM0820
 FM0820.The geoid height was determined by GEOID03.
 FM0820
 FM0820.The dynamic height is computed by dividing the NAVD 88
 FM0820.geopotential number by the normal gravity value computed on the
 FM0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0820.degrees latitude (g = 980.6199 gals.).
 FM0820
 FM0820.The modeled gravity was interpolated from observed gravity values.
 FM0820
 FM0820;                    North         East    Units  Estimated Accuracy
 FM0820;SPC TX N     - 1,164,750.      140,970.      MT  (+/- 180 meters Scaled)
 FM0820
 FM0820                          SUPERSEDED SURVEY CONTROL
 FM0820
 FM0820.No superseded survey control is available for this station.
 FM0820
 FM0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV585303(NAD 83)
 FM0820_MARKER: DB = BENCH MARK DISK
 FM0820_SETTING: 66 = SET IN ROCK OUTCROP
 FM0820_SP_SET: ROCK OUTCROP
 FM0820_STAMPING: S 1492 1985
 FM0820_MARK LOGO: NGS   
 FM0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0820
 FM0820  HISTORY     - Date     Condition        Report By
 FM0820  HISTORY     - 1985     MONUMENTED       NGS
 FM0820
 FM0820                          STATION DESCRIPTION
 FM0820
 FM0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0820'43.2 KM (26.85 MI) NW FROM AMARILLO.
 FM0820'43.2 KM (26.8 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0820'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, NEAR THE CENTER O 14 BY 53
 FM0820'FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT 12.1 M (39.7 FT)
 FM0820'SOUTHEAST OF A FENCE, 10.9 M (35.8 FT) NORTHWEST THE CENTERLINE OF THE
 FM0820'ROAD, 10.6 M (34.8 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT, AND
 FM0820'0.3 M (1.0 FT) NORTH OF THE SOUTH EDGE OF THE CUT.
 FM0820'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 FM0820'THE MARK IS 2.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1545 ***********************************************************************
 FL1545  DESIGNATION -  S 1493
 FL1545  PID         -  FL1545
 FL1545  STATE/COUNTY-  TX/POTTER
 FL1545  USGS QUAD   -  AMARILLO EAST (1973)
 FL1545
 FL1545                         *CURRENT SURVEY CONTROL
 FL1545  ___________________________________________________________________
 FL1545* NAD 83(1986)-  35 13 19.     (N)    101 50 36.     (W)     SCALED    
 FL1545* NAVD 88     -      1111.436  (meters)    3646.44   (feet)  ADJUSTED  
 FL1545  ___________________________________________________________________
 FL1545  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FL1545  DYNAMIC HT  -        1110.120 (meters)    3642.12  (feet)  COMP
 FL1545  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 FL1545
 FL1545  VERT ORDER  -  FIRST     CLASS II
 FL1545
 FL1545.The horizontal coordinates were scaled from a topographic map and have
 FL1545.an estimated accuracy of +/- 6 seconds.
 FL1545
 FL1545.The orthometric height was determined by differential leveling
 FL1545.and adjusted by the National Geodetic Survey in June 1991..
 FL1545
 FL1545.The geoid height was determined by GEOID03.
 FL1545
 FL1545.The dynamic height is computed by dividing the NAVD 88
 FL1545.geopotential number by the normal gravity value computed on the
 FL1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1545.degrees latitude (g = 980.6199 gals.).
 FL1545
 FL1545.The modeled gravity was interpolated from observed gravity values.
 FL1545
 FL1545;                    North         East    Units  Estimated Accuracy
 FL1545;SPC TX N     - 1,135,610.      168,750.      MT  (+/- 180 meters Scaled)
 FL1545
 FL1545                          SUPERSEDED SURVEY CONTROL
 FL1545
 FL1545.No superseded survey control is available for this station.
 FL1545
 FL1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE412013(NAD 83)
 FL1545_MARKER: I = METAL ROD
 FL1545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1545_SP_SET: STAINLESS STEEL ROD
 FL1545_STAMPING: S 1493 1985
 FL1545_MARK LOGO: NGS   
 FL1545_PROJECTION: FLUSH
 FL1545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1545_ROD/PIPE-DEPTH: 7.0  meters
 FL1545
 FL1545  HISTORY     - Date     Condition        Report By
 FL1545  HISTORY     - 1985     MONUMENTED       NGS
 FL1545
 FL1545                          STATION DESCRIPTION
 FL1545
 FL1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1545'IN AMARILLO.
 FL1545'IN AMARILLO, AT THE INTERSECTION OF AMARILLO BOULEVARD AND JEFFERSON
 FL1545'STREET, 9.5 M (31.2 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 FL1545'LANES OF THE BOULEVARD, 8.7 M (28.5 FT) SOUTHEAST OF THE SOUTHEAST
 FL1545'CORNER OF THE SLEEPING INN MOTEL BUILDING, 6.0 M (19.7 FT) WEST OF THE
 FL1545'CENTER OF THE STREET, AND 0.8 M (2.6 FT) WEST OF THE WEST CURB OF THE
 FL1545'STREET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FL1545'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0845 ***********************************************************************
 FM0845  DESIGNATION -  S 1494
 FM0845  PID         -  FM0845
 FM0845  STATE/COUNTY-  TX/HARTLEY
 FM0845  USGS QUAD   -  HARTLEY SE (1963)
 FM0845
 FM0845                         *CURRENT SURVEY CONTROL
 FM0845  ___________________________________________________________________
 FM0845* NAD 83(1986)-  35 48 18.     (N)    102 21 03.     (W)     SCALED    
 FM0845* NAVD 88     -      1194.300  (meters)    3918.30   (feet)  ADJUSTED  
 FM0845  ___________________________________________________________________
 FM0845  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 FM0845  DYNAMIC HT  -        1192.891 (meters)    3913.68  (feet)  COMP
 FM0845  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 FM0845
 FM0845  VERT ORDER  -  FIRST     CLASS II
 FM0845
 FM0845.The horizontal coordinates were scaled from a topographic map and have
 FM0845.an estimated accuracy of +/- 6 seconds.
 FM0845
 FM0845.The orthometric height was determined by differential leveling
 FM0845.and adjusted by the National Geodetic Survey in June 1991..
 FM0845
 FM0845.The geoid height was determined by GEOID03.
 FM0845
 FM0845.The dynamic height is computed by dividing the NAVD 88
 FM0845.geopotential number by the normal gravity value computed on the
 FM0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0845.degrees latitude (g = 980.6199 gals.).
 FM0845
 FM0845.The modeled gravity was interpolated from observed gravity values.
 FM0845
 FM0845;                    North         East    Units  Estimated Accuracy
 FM0845;SPC TX N     - 1,200,570.      123,100.      MT  (+/- 180 meters Scaled)
 FM0845
 FM0845                          SUPERSEDED SURVEY CONTROL
 FM0845
 FM0845.No superseded survey control is available for this station.
 FM0845
 FM0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV393655(NAD 83)
 FM0845_MARKER: I = METAL ROD
 FM0845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0845_SP_SET: STAINLESS STEEL ROD
 FM0845_STAMPING: S 1494 1985
 FM0845_MARK LOGO: NGS   
 FM0845_PROJECTION: FLUSH
 FM0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0845_ROD/PIPE-DEPTH: 7.3  meters
 FM0845
 FM0845  HISTORY     - Date     Condition        Report By
 FM0845  HISTORY     - 1985     MONUMENTED       NGS
 FM0845
 FM0845                          STATION DESCRIPTION
 FM0845
 FM0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0845'32.8 KM (20.4 MI) SOUTH FROM DALHART.
 FM0845'32.8 KM (20.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0845'WITH U.S. HIGHWAY 54 IN DALHART, 14.8 M (48.6 FT) NORTHEAST OF THE
 FM0845'CENTERLINE OF THE HIGHWAY, AND 3.0 M (9.8 FT) SOUTHEAST OF A UTILITY
 FM0845'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0845'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0845'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2534 ***********************************************************************
 CS2534  DESIGNATION -  S 1495
 CS2534  PID         -  CS2534
 CS2534  STATE/COUNTY-  TX/DALLAS
 CS2534  USGS QUAD   -  DALLAS (1981)
 CS2534
 CS2534                         *CURRENT SURVEY CONTROL
 CS2534  ___________________________________________________________________
 CS2534* NAD 83(1986)-  32 49 42.     (N)    096 47 10.     (W)     SCALED    
 CS2534* NAVD 88     -       166.522  (meters)     546.33   (feet)  ADJUSTED  
 CS2534  ___________________________________________________________________
 CS2534  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CS2534  DYNAMIC HT  -         166.333 (meters)     545.71  (feet)  COMP
 CS2534  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CS2534
 CS2534  VERT ORDER  -  FIRST     CLASS II
 CS2534
 CS2534.The horizontal coordinates were scaled from a topographic map and have
 CS2534.an estimated accuracy of +/- 6 seconds.
 CS2534
 CS2534.The orthometric height was determined by differential leveling
 CS2534.and adjusted by the National Geodetic Survey in June 1991..
 CS2534
 CS2534.The geoid height was determined by GEOID03.
 CS2534
 CS2534.The dynamic height is computed by dividing the NAVD 88
 CS2534.geopotential number by the normal gravity value computed on the
 CS2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2534.degrees latitude (g = 980.6199 gals.).
 CS2534
 CS2534.The modeled gravity was interpolated from observed gravity values.
 CS2534
 CS2534;                    North         East    Units  Estimated Accuracy
 CS2534;SPC TXNC     - 2,130,130.      760,450.      MT  (+/- 180 meters Scaled)
 CS2534
 CS2534                          SUPERSEDED SURVEY CONTROL
 CS2534
 CS2534.No superseded survey control is available for this station.
 CS2534
 CS2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB072344(NAD 83)
 CS2534_MARKER: I = METAL ROD
 CS2534_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2534+WITH SETTING: INFORMATION.
 CS2534_SP_SET: SHALLOW-SET METAL ROD
 CS2534_STAMPING: S 1495 1986
 CS2534_MARK LOGO: NGS   
 CS2534_PROJECTION: FLUSH
 CS2534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2534_ROD/PIPE-DEPTH: 2.4  meters
 CS2534
 CS2534  HISTORY     - Date     Condition        Report By
 CS2534  HISTORY     - 1986     MONUMENTED       NGS
 CS2534
 CS2534                          STATION DESCRIPTION
 CS2534
 CS2534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2534'IN DALLAS.
 CS2534'IN DALLAS, AT THE INTERSECTION OF HARVARD AND COLE AVENUES, 25.1 M
 CS2534'(82.3 FT) NORTHWEST OF THE CENTER OF COLE AVENUE, 22.4 M (73.5 FT)
 CS2534'SOUTHWEST OF THE CENTER OF HARVARD AVENUE, 5.0 M (16.4 FT) SOUTHEAST
 CS2534'OF THE CENTER OF AN ALLEY, 5.0 M (16.4 FT) NORTHWEST OF THE NEAR RAIL
 CS2534'OF THE MISSOURI KANSAS TEXAS RAILROAD, AND 1.4 M (4.6 FT) SOUTHWEST OF
 CS2534'A SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2534'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 CS2534'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2556 ***********************************************************************
 CS2556  DESIGNATION -  S 1496
 CS2556  PID         -  CS2556
 CS2556  STATE/COUNTY-  TX/TARRANT
 CS2556  USGS QUAD   -  ARLINGTON (1981)
 CS2556
 CS2556                         *CURRENT SURVEY CONTROL
 CS2556  ___________________________________________________________________
 CS2556* NAD 83(1986)-  32 44 07.     (N)    097 04 38.     (W)     SCALED    
 CS2556* NAVD 88     -       190.558  (meters)     625.19   (feet)  ADJUSTED  
 CS2556  ___________________________________________________________________
 CS2556  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CS2556  DYNAMIC HT  -         190.337 (meters)     624.46  (feet)  COMP
 CS2556  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 CS2556
 CS2556  VERT ORDER  -  FIRST     CLASS II
 CS2556
 CS2556.The horizontal coordinates were scaled from a topographic map and have
 CS2556.an estimated accuracy of +/- 6 seconds.
 CS2556
 CS2556.The orthometric height was determined by differential leveling
 CS2556.and adjusted by the National Geodetic Survey in June 1991..
 CS2556
 CS2556.The geoid height was determined by GEOID03.
 CS2556
 CS2556.The dynamic height is computed by dividing the NAVD 88
 CS2556.geopotential number by the normal gravity value computed on the
 CS2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2556.degrees latitude (g = 980.6199 gals.).
 CS2556
 CS2556.The modeled gravity was interpolated from observed gravity values.
 CS2556
 CS2556;                    North         East    Units  Estimated Accuracy
 CS2556;SPC TXNC     - 2,119,400.      733,340.      MT  (+/- 180 meters Scaled)
 CS2556
 CS2556                          SUPERSEDED SURVEY CONTROL
 CS2556
 CS2556.No superseded survey control is available for this station.
 CS2556
 CS2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB801235(NAD 83)
 CS2556_MARKER: I = METAL ROD
 CS2556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2556_SP_SET: STAINLESS STEEL ROD
 CS2556_STAMPING: S 1496 1986
 CS2556_MARK LOGO: NGS   
 CS2556_PROJECTION: FLUSH
 CS2556_MAGNETIC: I = MARKER IS A STEEL ROD
 CS2556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2556+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 CS2556_ROD/PIPE-DEPTH: 7.3  meters
 CS2556
 CS2556  HISTORY     - Date     Condition        Report By
 CS2556  HISTORY     - 1986     MONUMENTED       NGS
 CS2556  HISTORY     - 19941003 GOOD             NGS
 CS2556  HISTORY     - 19960921 GOOD             USPSQD
 CS2556
 CS2556                          STATION DESCRIPTION
 CS2556
 CS2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2556'IN ARLINGTON.
 CS2556'IN ARLINGTON, AT THE INTERSECTION OF ABRAM STREET AND CIRCLE DRIVE,
 CS2556'21.9 M (71.9 FT) EAST OF THE CENTER OF THE DRIVE, 14.9 M (48.9 FT)
 CS2556'SOUTH OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 4.6 M (15.1 FT) NORTH
 CS2556'OF THE CENTERLINE OF THE STREET, AND 1.0 M (3.3 FT) WEST OF UTILITY
 CS2556'POLE NUMBER 2003.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 CS2556'LOGO CAP.
 CS2556'THE MARK IS 0.2 M ABOVE THE STREET.
 CS2556
 CS2556                          STATION RECOVERY (1994)
 CS2556
 CS2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS2556'IN ARLINGTON, AT THE INTERSECTION OF EAST ABRAM STREET AND SOUTH
 CS2556'CIRCLE DRIVE, 21.9 M (71.9 FT) EAST OF THE DRIVE CENTER, 14.9 M (48.9
 CS2556'FT) SOUTH OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 4.5 M (14.8 FT)
 CS2556'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 0.8 M
 CS2556'(2.6 FT) WEST OF UTILITY POLE NUMBER 2003, AND 0.2 M (0.7 FT) ABOVE
 CS2556'THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 CS2556'5-INCH LOGO CAP.
 CS2556
 CS2556                          STATION RECOVERY (1996)
 CS2556
 CS2556'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1009 ***********************************************************************
 DN1009  DESIGNATION -  S 1497
 DN1009  PID         -  DN1009
 DN1009  STATE/COUNTY-  TX/HUNT
 DN1009  USGS QUAD   -  GREENVILLE NW (1962)
 DN1009
 DN1009                         *CURRENT SURVEY CONTROL
 DN1009  ___________________________________________________________________
 DN1009* NAD 83(1986)-  33 11 19.     (N)    096 08 21.     (W)     SCALED    
 DN1009* NAVD 88     -       171.658  (meters)     563.18   (feet)  ADJUSTED  
 DN1009  ___________________________________________________________________
 DN1009  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN1009  DYNAMIC HT  -         171.472 (meters)     562.57  (feet)  COMP
 DN1009  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 DN1009
 DN1009  VERT ORDER  -  FIRST     CLASS II
 DN1009
 DN1009.The horizontal coordinates were scaled from a topographic map and have
 DN1009.an estimated accuracy of +/- 6 seconds.
 DN1009
 DN1009.The orthometric height was determined by differential leveling
 DN1009.and adjusted by the National Geodetic Survey in June 1991..
 DN1009
 DN1009.The geoid height was determined by GEOID03.
 DN1009
 DN1009.The dynamic height is computed by dividing the NAVD 88
 DN1009.geopotential number by the normal gravity value computed on the
 DN1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1009.degrees latitude (g = 980.6199 gals.).
 DN1009
 DN1009.The modeled gravity was interpolated from observed gravity values.
 DN1009
 DN1009;                    North         East    Units  Estimated Accuracy
 DN1009;SPC TXNC     - 2,171,240.      820,110.      MT  (+/- 180 meters Scaled)
 DN1009
 DN1009                          SUPERSEDED SURVEY CONTROL
 DN1009
 DN1009.No superseded survey control is available for this station.
 DN1009
 DN1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB667758(NAD 83)
 DN1009_MARKER: I = METAL ROD
 DN1009_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1009_SP_SET: STAINLESS STEEL ROD
 DN1009_STAMPING: S 1497 1986
 DN1009_MARK LOGO: NGS   
 DN1009_PROJECTION: FLUSH
 DN1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1009_ROD/PIPE-DEPTH: 9.6  meters
 DN1009
 DN1009  HISTORY     - Date     Condition        Report By
 DN1009  HISTORY     - 1986     MONUMENTED       NGS
 DN1009  HISTORY     - 19940418 GOOD             USPSQD
 DN1009
 DN1009                          STATION DESCRIPTION
 DN1009
 DN1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1009'7.2 KM (4.5 MI) NW FROM GREENVILLE.
 DN1009'7.2 KM (4.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE
 DN1009'COURTHOUSE IN GREENVILLE, 27.9 M (91.5 FT) SOUTHEAST OF THE CENTER OF
 DN1009'A FARM ROAD LEADING SOUTHWEST, 19.1 M (62.7 FT) SOUTHWEST OF THE
 DN1009'CENTERLINE OF THE HIGHWAY, 9.8 M (32.2 FT) NORTHEAST OF THE NEAR RAIL
 DN1009'OF THE MISSOURI KANSAS TEXAS RAILROAD, 7.1 M (23.3 FT) NORTH-NORTHEAST
 DN1009'OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF RAILROAD SIGNAL NUMBER
 DN1009'709.2, AND 1.0 M (3.3 FT) NORTH-NORTHWEST OF A UTILITY POLE.
 DN1009'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1009'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 DN1009'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN1009
 DN1009                          STATION RECOVERY (1994)
 DN1009
 DN1009'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2530 ***********************************************************************
 CS2530  DESIGNATION -  S 1498
 CS2530  PID         -  CS2530
 CS2530  STATE/COUNTY-  TX/DALLAS
 CS2530  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS2530
 CS2530                         *CURRENT SURVEY CONTROL
 CS2530  ___________________________________________________________________
 CS2530* NAD 83(1986)-  32 50 47.     (N)    096 44 29.     (W)     SCALED    
 CS2530* NAVD 88     -       161.253  (meters)     529.04   (feet)  ADJUSTED  
 CS2530  ___________________________________________________________________
 CS2530  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CS2530  DYNAMIC HT  -         161.072 (meters)     528.45  (feet)  COMP
 CS2530  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 CS2530
 CS2530  VERT ORDER  -  FIRST     CLASS II
 CS2530
 CS2530.The horizontal coordinates were scaled from a topographic map and have
 CS2530.an estimated accuracy of +/- 6 seconds.
 CS2530
 CS2530.The orthometric height was determined by differential leveling
 CS2530.and adjusted by the National Geodetic Survey in June 1991..
 CS2530
 CS2530.The geoid height was determined by GEOID03.
 CS2530
 CS2530.The dynamic height is computed by dividing the NAVD 88
 CS2530.geopotential number by the normal gravity value computed on the
 CS2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2530.degrees latitude (g = 980.6199 gals.).
 CS2530
 CS2530.The modeled gravity was interpolated from observed gravity values.
 CS2530
 CS2530;                    North         East    Units  Estimated Accuracy
 CS2530;SPC TXNC     - 2,132,200.      764,600.      MT  (+/- 180 meters Scaled)
 CS2530
 CS2530                          SUPERSEDED SURVEY CONTROL
 CS2530
 CS2530.No superseded survey control is available for this station.
 CS2530
 CS2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB113365(NAD 83)
 CS2530_MARKER: I = METAL ROD
 CS2530_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2530+WITH SETTING: INFORMATION.
 CS2530_SP_SET: SHALLOW-SET METAL ROD
 CS2530_STAMPING: S 1498 1986
 CS2530_MARK LOGO: NGS   
 CS2530_PROJECTION: RECESSED 1 CENTIMETERS
 CS2530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2530_ROD/PIPE-DEPTH: 2.8  meters
 CS2530
 CS2530  HISTORY     - Date     Condition        Report By
 CS2530  HISTORY     - 1986     MONUMENTED       NGS
 CS2530  HISTORY     - 20060526 MARK NOT FOUND   HALFF
 CS2530
 CS2530                          STATION DESCRIPTION
 CS2530
 CS2530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2530'IN DALLAS.
 CS2530'IN DALLAS, AT 6905 FISHER ROAD, 19.2 M (63.0 FT) WEST OF THE WEST
 CS2530'CORNER OF A HOUSE AT 6905 FISHER ROAD, 12.2 M (40.0 FT) NORTHEAST OF
 CS2530'THE CENTER OF THE ROAD, AND 1.1 M (3.6 FT) NORTHWEST OF A UTILITY POLE
 CS2530'WITH A GUY WIRE AND METER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 CS2530'A 5-INCH LOGO CAP.
 CS2530'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CS2530
 CS2530                          STATION RECOVERY (2006)
 CS2530
 CS2530'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2006 (GSK)
 CS2530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5449 ***********************************************************************
 AW5449  DESIGNATION -  S 1499
 AW5449  PID         -  AW5449
 AW5449  STATE/COUNTY-  TX/HARRIS
 AW5449  USGS QUAD   -  ADDICKS (1995)
 AW5449
 AW5449                         *CURRENT SURVEY CONTROL
 AW5449  ___________________________________________________________________
 AW5449* NAD 83(1986)-  29 49 50.     (N)    095 38 44.     (W)     SCALED    
 AW5449* NAVD 88     -        31.555  (meters)     103.53   (feet)  ADJUSTED  
 AW5449  ___________________________________________________________________
 AW5449  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW5449  DYNAMIC HT  -          31.512 (meters)     103.39  (feet)  COMP
 AW5449  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 AW5449
 AW5449  VERT ORDER  -  FIRST     CLASS II
 AW5449
 AW5449.The horizontal coordinates were scaled from a topographic map and have
 AW5449.an estimated accuracy of +/- 6 seconds.
 AW5449
 AW5449.The orthometric height was determined by differential leveling
 AW5449.and adjusted by the National Geodetic Survey in June 1991..
 AW5449
 AW5449.The geoid height was determined by GEOID03.
 AW5449
 AW5449.The dynamic height is computed by dividing the NAVD 88
 AW5449.geopotential number by the normal gravity value computed on the
 AW5449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5449.degrees latitude (g = 980.6199 gals.).
 AW5449
 AW5449.The modeled gravity was interpolated from observed gravity values.
 AW5449
 AW5449;                    North         East    Units  Estimated Accuracy
 AW5449;SPC TXSC     - 4,226,000.      924,130.      MT  (+/- 180 meters Scaled)
 AW5449
 AW5449                          SUPERSEDED SURVEY CONTROL
 AW5449
 AW5449  NGVD 29 (12/23/87)   31.548  (m)          103.50   (f) ADJUSTED    1 2
 AW5449
 AW5449.Superseded values are not recommended for survey control.
 AW5449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5449.See file dsdata.txt to determine how the superseded data were derived.
 AW5449
 AW5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP443029(NAD 83)
 AW5449_MARKER: I = METAL ROD
 AW5449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5449_SP_SET: STAINLESS STEEL ROD
 AW5449_STAMPING: S 1499 1986
 AW5449_MARK LOGO: NGS   
 AW5449_PROJECTION: FLUSH
 AW5449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5449+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AW5449_ROD/PIPE-DEPTH: 9.2  meters
 AW5449
 AW5449  HISTORY     - Date     Condition        Report By
 AW5449  HISTORY     - 1986     MONUMENTED       NGS
 AW5449  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW5449  HISTORY     - 20040714 GOOD             USPSQD
 AW5449
 AW5449                          STATION DESCRIPTION
 AW5449
 AW5449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5449'5.1 KM (3.15 MI) NORTH FROM ADDICKS.
 AW5449'5.1 KM (3.15 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5449'WITH U.S. HIGHWAY 90 IN ADDICKS, 17.5 M (57.4 FT) NORTH OF THE CENTER
 AW5449'OF GOLF COURSE DRIVE, 12.9 M (42.3 FT) EAST OF THE CENTERLINE OF THE
 AW5449'NORTH BOUND LANES OF THE HIGHWAY, AND 2.0 M (6.6 FT) NORTH OF THE
 AW5449'NORTH END OF A ROCK PLANTER.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5449'THROUGH A 5-INCH LOGO CAP.
 AW5449'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AW5449
 AW5449                          STATION RECOVERY (1995)
 AW5449
 AW5449'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5449'MARK NOT FOUND.
 AW5449
 AW5449                          STATION RECOVERY (2004)
 AW5449
 AW5449'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5449'6 INCHES BELOW THE SAND. THE UNDERBRUSH IS VERY HEAVY. THE
 AW5449'MEASUREMENTS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0235 ***********************************************************************
 CC0235  DESIGNATION -  S 15
 CC0235  PID         -  CC0235
 CC0235  STATE/COUNTY-  TX/WARD
 CC0235  USGS QUAD   -  MONAHANS (1981)
 CC0235
 CC0235                         *CURRENT SURVEY CONTROL
 CC0235  ___________________________________________________________________
 CC0235* NAD 83(1986)-  31 35 02.     (N)    102 56 00.     (W)     SCALED    
 CC0235* NAVD 88     -       794.435  (meters)    2606.41   (feet)  ADJUSTED  
 CC0235  ___________________________________________________________________
 CC0235  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CC0235  DYNAMIC HT  -         793.329 (meters)    2602.78  (feet)  COMP
 CC0235  MODELED GRAV-     979,220.9   (mgal)                       NAVD 88
 CC0235
 CC0235  VERT ORDER  -  FIRST     CLASS II
 CC0235
 CC0235.The horizontal coordinates were scaled from a topographic map and have
 CC0235.an estimated accuracy of +/- 6 seconds.
 CC0235
 CC0235.The orthometric height was determined by differential leveling
 CC0235.and adjusted by the National Geodetic Survey in June 1991..
 CC0235
 CC0235.The geoid height was determined by GEOID03.
 CC0235
 CC0235.The dynamic height is computed by dividing the NAVD 88
 CC0235.geopotential number by the normal gravity value computed on the
 CC0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0235.degrees latitude (g = 980.6199 gals.).
 CC0235
 CC0235.The modeled gravity was interpolated from observed gravity values.
 CC0235
 CC0235;                    North         East    Units  Estimated Accuracy
 CC0235;SPC TX C     - 3,215,420.      453,250.      MT  (+/- 180 meters Scaled)
 CC0235
 CC0235                          SUPERSEDED SURVEY CONTROL
 CC0235
 CC0235  NGVD 29 (??/??/92)  794.106  (m)         2605.33   (f) ADJ UNCH    1 2
 CC0235
 CC0235.Superseded values are not recommended for survey control.
 CC0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0235.See file dsdata.txt to determine how the superseded data were derived.
 CC0235
 CC0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ961961(NAD 83)
 CC0235_MARKER: P = PIPE CAP
 CC0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0235_STAMPING: S 15 ELEV 2605.372 FT
 CC0235_MARK LOGO: CGS   
 CC0235_PROJECTION: PROJECTING 76 CENTIMETERS
 CC0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0235
 CC0235  HISTORY     - Date     Condition        Report By
 CC0235  HISTORY     - UNK      MONUMENTED       CGS
 CC0235  HISTORY     - 1956     GOOD             NGS
 CC0235  HISTORY     - 1981     GOOD             NGS
 CC0235
 CC0235                          STATION DESCRIPTION
 CC0235
 CC0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0235'2.5 MI W FROM MONAHANS.
 CC0235'2.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0235'MONAHANS, WARD COUNTY, MIDWAY BETWEEN THE FOURTH AND FIFTH POLES EAST
 CC0235'OF MILEPOST 612, 120 YARDS EAST OF AN L-ANGLE IN THE SOUTH FENCE LINE,
 CC0235'46 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET SOUTH OF THE
 CC0235'RIGHT-OF-WAY FENCE.  A STANDARD CAP FASTENED ON THE TOP OF A
 CC0235'3-1/2-INCH IRON PIPE PROJECTING 2 FEET ABOVE GROUND.
 CC0235
 CC0235                          STATION RECOVERY (1981)
 CC0235
 CC0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0235'4.0 KM (2.5 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CC0235'ITS JUNCTION WITH STATE HIGHWAY 18 (MAIN STREET) IN MONAHANS, 0.2
 CC0235'KM (0.15 MI) NORTHEAST OF MILE POST 612, 13.2 METERS (43.3 FT)
 CC0235'NORTH-NORTHWEST OF THE NEAR RAIL, 6.5 METERS (21.3 FT) NORTHWEST
 CC0235'OF A UTILITY POLE, AND 1.3 METERS (4.2 FT) SOUTH-SOUTHEAST OF A
 CC0235'FENCE.
 CC0235'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0235'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0571 ***********************************************************************
 CS0571  DESIGNATION -  S 150
 CS0571  PID         -  CS0571
 CS0571  STATE/COUNTY-  TX/NAVARRO
 CS0571  USGS QUAD   -  CHATFIELD (1961)
 CS0571
 CS0571                         *CURRENT SURVEY CONTROL
 CS0571  ___________________________________________________________________
 CS0571* NAD 83(1986)-  32 13 03.     (N)    096 29 12.     (W)     SCALED    
 CS0571* NAVD 88     -       129.464  (meters)     424.75   (feet)  ADJUSTED  
 CS0571  ___________________________________________________________________
 CS0571  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CS0571  DYNAMIC HT  -         129.314 (meters)     424.26  (feet)  COMP
 CS0571  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 CS0571
 CS0571  VERT ORDER  -  SECOND    CLASS 0
 CS0571
 CS0571.The horizontal coordinates were scaled from a topographic map and have
 CS0571.an estimated accuracy of +/- 6 seconds.
 CS0571
 CS0571.The orthometric height was determined by differential leveling
 CS0571.and adjusted by the National Geodetic Survey in June 1991..
 CS0571.WARNING-Repeat measurements at this control monument indicate possible
 CS0571.vertical movement.
 CS0571
 CS0571.The geoid height was determined by GEOID03.
 CS0571
 CS0571.The dynamic height is computed by dividing the NAVD 88
 CS0571.geopotential number by the normal gravity value computed on the
 CS0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0571.degrees latitude (g = 980.6199 gals.).
 CS0571
 CS0571.The modeled gravity was interpolated from observed gravity values.
 CS0571
 CS0571;                    North         East    Units  Estimated Accuracy
 CS0571;SPC TXNC     - 2,062,900.      789,780.      MT  (+/- 180 meters Scaled)
 CS0571
 CS0571                          SUPERSEDED SURVEY CONTROL
 CS0571
 CS0571  NGVD 29 (??/??/92)  129.462  (m)          424.74   (f) ADJ UNCH    2 0
 CS0571
 CS0571.Superseded values are not recommended for survey control.
 CS0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0571.See file dsdata.txt to determine how the superseded data were derived.
 CS0571
 CS0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA368673(NAD 83)
 CS0571_MARKER: DB = BENCH MARK DISK
 CS0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0571_STAMPING: S 150 1933 424.556
 CS0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0571+STABILITY: SURFACE MOTION
 CS0571
 CS0571  HISTORY     - Date     Condition        Report By
 CS0571  HISTORY     - 1933     MONUMENTED       CGS
 CS0571  HISTORY     - 1946     GOOD             NGS
 CS0571
 CS0571                          STATION DESCRIPTION
 CS0571
 CS0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0571'2.0 MI SE FROM RICE.
 CS0571'ABOUT 2.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CS0571'FROM THE STATION AT RICE, ABOUT FOUR POLES NORTHWEST OF MILE POST 219,
 CS0571'ABOUT 45 YARDS SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE,
 CS0571'39.0 FEET NORTHEAST OF AND ABOUT 4.0 FEET LOWER THAN THE CENTER LINE
 CS0571'OF THE TRACK, 18.6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A SMALL
 CS0571'CORRAL AND 1.0 FOOT SOUTHEAST OF A 4 X 4 IN. MARKER POST. A BRONZE
 CS0571'DISK STAMPED S 150 1933 424.556 SET IN THE TOP OF A CONCRETE POST
 CS0571'WHICH PROJECTS ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5505 ***********************************************************************
 AW5505  DESIGNATION -  S 1500
 AW5505  PID         -  AW5505
 AW5505  STATE/COUNTY-  TX/HARRIS
 AW5505  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW5505
 AW5505                         *CURRENT SURVEY CONTROL
 AW5505  ___________________________________________________________________
 AW5505* NAD 83(1986)-  29 50 34.     (N)    095 28 05.     (W)     SCALED    
 AW5505* NAVD 88     -        24.113  (meters)      79.11   (feet)  ADJUSTED  
 AW5505  ___________________________________________________________________
 AW5505  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW5505  DYNAMIC HT  -          24.080 (meters)      79.00  (feet)  COMP
 AW5505  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AW5505
 AW5505  VERT ORDER  -  FIRST     CLASS II
 AW5505
 AW5505.The horizontal coordinates were scaled from a topographic map and have
 AW5505.an estimated accuracy of +/- 6 seconds.
 AW5505
 AW5505.The orthometric height was determined by differential leveling
 AW5505.and adjusted by the National Geodetic Survey in June 1991..
 AW5505
 AW5505.The geoid height was determined by GEOID03.
 AW5505
 AW5505.The dynamic height is computed by dividing the NAVD 88
 AW5505.geopotential number by the normal gravity value computed on the
 AW5505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5505.degrees latitude (g = 980.6199 gals.).
 AW5505
 AW5505.The modeled gravity was interpolated from observed gravity values.
 AW5505
 AW5505;                    North         East    Units  Estimated Accuracy
 AW5505;SPC TXSC     - 4,227,860.      941,240.      MT  (+/- 180 meters Scaled)
 AW5505
 AW5505                          SUPERSEDED SURVEY CONTROL
 AW5505
 AW5505  NGVD 29 (12/23/87)   24.108  (m)           79.09   (f) ADJUSTED    1 2
 AW5505
 AW5505.Superseded values are not recommended for survey control.
 AW5505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5505.See file dsdata.txt to determine how the superseded data were derived.
 AW5505
 AW5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP615039(NAD 83)
 AW5505_MARKER: DB = BENCH MARK DISK
 AW5505_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW5505+WITH SETTING: PAVEMENT
 AW5505_SP_SET: TOWER FOUNDATION
 AW5505_STAMPING: S 1500 1986
 AW5505_MARK LOGO: NGS   
 AW5505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5505+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW5505
 AW5505  HISTORY     - Date     Condition        Report By
 AW5505  HISTORY     - 1986     MONUMENTED       NGS
 AW5505  HISTORY     - 20040212 GOOD             USPSQD
 AW5505  HISTORY     - 20051014 GOOD             USPSQD
 AW5505
 AW5505                          STATION DESCRIPTION
 AW5505
 AW5505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5505'IN HOUSTON.
 AW5505'IN HOUSTON, AT THE INTERSECTION OF CREEKMONT STREET AND THE BURLINGTON
 AW5505'NORTHERN RAILROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 AW5505'CONCRETE FOUNDATION OF A LARGE UTILITY TOWER, 12.4 M (40.7 FT)
 AW5505'NORTHEAST OF THE NEAR RAIL, 10.9 M (35.8 FT) SOUTH OF THE CENTER OF
 AW5505'THE STREET, 0.6 M (2.0 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE
 AW5505'FOUNDATION, AND 0.2 M (0.7 FT) BELOW THE TOP OF THE FOUNDATION.
 AW5505'THE MARK IS 0.5 M ABOVE THE GROUND.
 AW5505
 AW5505                          STATION RECOVERY (2004)
 AW5505
 AW5505'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW5505'RECOVERED IN GOOD CONDITION.
 AW5505
 AW5505                          STATION RECOVERY (2005)
 AW5505
 AW5505'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5505'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0990 ***********************************************************************
 DN0990  DESIGNATION -  S 1501
 DN0990  PID         -  DN0990
 DN0990  STATE/COUNTY-  TX/GRAYSON
 DN0990  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0990
 DN0990                         *CURRENT SURVEY CONTROL
 DN0990  ___________________________________________________________________
 DN0990* NAD 83(1986)-  33 31 51.     (N)    096 24 15.     (W)     SCALED    
 DN0990* NAVD 88     -       233.068  (meters)     764.66   (feet)  ADJUSTED  
 DN0990  ___________________________________________________________________
 DN0990  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DN0990  DYNAMIC HT  -         232.817 (meters)     763.83  (feet)  COMP
 DN0990  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 DN0990
 DN0990  VERT ORDER  -  FIRST     CLASS II
 DN0990
 DN0990.The horizontal coordinates were scaled from a topographic map and have
 DN0990.an estimated accuracy of +/- 6 seconds.
 DN0990
 DN0990.The orthometric height was determined by differential leveling
 DN0990.and adjusted by the National Geodetic Survey in June 1991..
 DN0990
 DN0990.The geoid height was determined by GEOID03.
 DN0990
 DN0990.The dynamic height is computed by dividing the NAVD 88
 DN0990.geopotential number by the normal gravity value computed on the
 DN0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0990.degrees latitude (g = 980.6199 gals.).
 DN0990
 DN0990.The modeled gravity was interpolated from observed gravity values.
 DN0990
 DN0990;                    North         East    Units  Estimated Accuracy
 DN0990;SPC TXNC     - 2,208,660.      794,650.      MT  (+/- 180 meters Scaled)
 DN0990
 DN0990                          SUPERSEDED SURVEY CONTROL
 DN0990
 DN0990.No superseded survey control is available for this station.
 DN0990
 DN0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC410131(NAD 83)
 DN0990_MARKER: I = METAL ROD
 DN0990_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0990+WITH SETTING: INFORMATION.
 DN0990_SP_SET: SHALLOW-SET METAL ROD
 DN0990_STAMPING: S 1501 1986
 DN0990_MARK LOGO: NGS   
 DN0990_PROJECTION: FLUSH
 DN0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0990_ROD/PIPE-DEPTH: 2.6  meters
 DN0990
 DN0990  HISTORY     - Date     Condition        Report By
 DN0990  HISTORY     - 1986     MONUMENTED       NGS
 DN0990
 DN0990                          STATION DESCRIPTION
 DN0990
 DN0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0990'30.2 KM (18.75 MI) SE FROM DENISON.
 DN0990'30.2 KM (18.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS
 DN0990'JUNCTION WITH FARM ROAD 120 IN DENISON, 20.6 M (67.6 FT) NORTH OF A
 DN0990'UTILITY POLE, 13.5 M (44.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DN0990'AND 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 DN0990'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0990'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 DN0990'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5434 ***********************************************************************
 AW5434  DESIGNATION -  S 1502
 AW5434  PID         -  AW5434
 AW5434  STATE/COUNTY-  TX/HARRIS
 AW5434  USGS QUAD   -  ADDICKS (1995)
 AW5434
 AW5434                         *CURRENT SURVEY CONTROL
 AW5434  ___________________________________________________________________
 AW5434* NAD 83(1986)-  29 50 23.     (N)    095 42 08.     (W)     SCALED    
 AW5434* NAVD 88     -        39.244  (meters)     128.75   (feet)  ADJUSTED  
 AW5434  ___________________________________________________________________
 AW5434  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW5434  DYNAMIC HT  -          39.191 (meters)     128.58  (feet)  COMP
 AW5434  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 AW5434
 AW5434  VERT ORDER  -  FIRST     CLASS II
 AW5434
 AW5434.The horizontal coordinates were scaled from a topographic map and have
 AW5434.an estimated accuracy of +/- 6 seconds.
 AW5434
 AW5434.The orthometric height was determined by differential leveling
 AW5434.and adjusted by the National Geodetic Survey in June 1991..
 AW5434
 AW5434.The geoid height was determined by GEOID03.
 AW5434
 AW5434.The dynamic height is computed by dividing the NAVD 88
 AW5434.geopotential number by the normal gravity value computed on the
 AW5434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5434.degrees latitude (g = 980.6199 gals.).
 AW5434
 AW5434.The modeled gravity was interpolated from observed gravity values.
 AW5434
 AW5434;                    North         East    Units  Estimated Accuracy
 AW5434;SPC TXSC     - 4,226,860.      918,630.      MT  (+/- 180 meters Scaled)
 AW5434
 AW5434                          SUPERSEDED SURVEY CONTROL
 AW5434
 AW5434  NGVD 29 (12/23/87)   39.237  (m)          128.73   (f) ADJUSTED    1 2
 AW5434
 AW5434.Superseded values are not recommended for survey control.
 AW5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5434.See file dsdata.txt to determine how the superseded data were derived.
 AW5434
 AW5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP389040(NAD 83)
 AW5434_MARKER: I = METAL ROD
 AW5434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5434_SP_SET: STAINLESS STEEL ROD
 AW5434_STAMPING: S 1502 1986
 AW5434_MARK LOGO: NGS   
 AW5434_PROJECTION: FLUSH
 AW5434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5434_ROD/PIPE-DEPTH: 8.5  meters
 AW5434
 AW5434  HISTORY     - Date     Condition        Report By
 AW5434  HISTORY     - 1986     MONUMENTED       NGS
 AW5434  HISTORY     - 19950905 GOOD             USPSQD
 AW5434  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW5434
 AW5434                          STATION DESCRIPTION
 AW5434
 AW5434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5434'7.7 KM (4.8 MI) NW FROM BARKER.
 AW5434'1.6 KM (1.0 MI) NORTHERLY ALONG BARKER-CYPRESS ROAD FROM ITS JUNCTION
 AW5434'WITH INTERSTATE HIGHWAY 10 IN BARKER, THENCE 1.5 KM (0.95 MI) WEST
 AW5434'ALONG SAUMS ROAD, THENCE 4.6 KM (2.85 MI) NORTHERLY ALONG GREENHOUSE
 AW5434'ROAD, 12.4 M (40.7 FT) SOUTH OF THE CENTER OF CARDINA LAKE ROAD, 10.5
 AW5434'M (34.4 FT) EAST OF THE CENTERLINE OF THE ROAD, 5.6 M (18.4 FT)
 AW5434'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BOX CULVERT, AND 4.6 M
 AW5434'(15.1 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5434'THROUGH A 5-INCH LOGO CAP.
 AW5434'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW5434'THE MARK IS 0.3 M ABOVE THE ROAD.
 AW5434
 AW5434                          STATION RECOVERY (1995)
 AW5434
 AW5434'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5434'RECOVERED IN GOOD CONDITION.
 AW5434
 AW5434                          STATION RECOVERY (2004)
 AW5434
 AW5434'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5530 ***********************************************************************
 AW5530  DESIGNATION -  S 1503
 AW5530  PID         -  AW5530
 AW5530  STATE/COUNTY-  TX/HARRIS
 AW5530  USGS QUAD   -  JACINTO CITY (1982)
 AW5530
 AW5530                         *CURRENT SURVEY CONTROL
 AW5530  ___________________________________________________________________
 AW5530* NAD 83(1986)-  29 46 14.     (N)    095 10 10.     (W)     SCALED    
 AW5530* NAVD 88     -         6.589  (meters)      21.62   (feet)  ADJUSTED  
 AW5530  ___________________________________________________________________
 AW5530  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW5530  DYNAMIC HT  -           6.580 (meters)      21.59  (feet)  COMP
 AW5530  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 AW5530
 AW5530  VERT ORDER  -  FIRST     CLASS II
 AW5530
 AW5530.The horizontal coordinates were scaled from a topographic map and have
 AW5530.an estimated accuracy of +/- 6 seconds.
 AW5530
 AW5530.The orthometric height was determined by differential leveling
 AW5530.and adjusted by the National Geodetic Survey in June 1991..
 AW5530
 AW5530.The geoid height was determined by GEOID03.
 AW5530
 AW5530.The dynamic height is computed by dividing the NAVD 88
 AW5530.geopotential number by the normal gravity value computed on the
 AW5530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5530.degrees latitude (g = 980.6199 gals.).
 AW5530
 AW5530.The modeled gravity was interpolated from observed gravity values.
 AW5530
 AW5530;                    North         East    Units  Estimated Accuracy
 AW5530;SPC TXSC     - 4,220,760.      970,340.      MT  (+/- 180 meters Scaled)
 AW5530
 AW5530                          SUPERSEDED SURVEY CONTROL
 AW5530
 AW5530  NGVD 29 (12/23/87)    6.586  (m)           21.61   (f) ADJUSTED    1 2
 AW5530
 AW5530.Superseded values are not recommended for survey control.
 AW5530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5530.See file dsdata.txt to determine how the superseded data were derived.
 AW5530
 AW5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN902953(NAD 83)
 AW5530_MARKER: DD = SURVEY DISK
 AW5530_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW5530_SP_SET: HEADWALL
 AW5530_STAMPING: S 1503 1987
 AW5530_MARK LOGO: TXHD  
 AW5530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5530+STABILITY: SURFACE MOTION
 AW5530
 AW5530  HISTORY     - Date     Condition        Report By
 AW5530  HISTORY     - UNK      MONUMENTED       TXHD
 AW5530  HISTORY     - 1987     GOOD             NGS
 AW5530  HISTORY     - 1988     GOOD             USPSQD
 AW5530  HISTORY     - 19981017 GOOD             USPSQD
 AW5530
 AW5530                          STATION DESCRIPTION
 AW5530
 AW5530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5530'4.3 KM (2.7 MI) EAST FROM GREENS BAYOU.
 AW5530'4.3 KM (2.7 MI) EAST ALONG MARKET STREET FROM THE INTERSECTION OF
 AW5530'FEDERAL ROAD IN GREENS BAYOU TO THE MARK ON THE RIGHT, IN TOP OF THE
 AW5530'WEST END OF THE SOUTH HEADWALL OF A LARGE CULVERT UNDER THE STREET,
 AW5530'5.79 METERS (19.0 FT) SOUTH OF THE CENTERLINE OF THE STREET, 11.55
 AW5530'METERS (37.9 FT) WEST OF UTILITY POLE NO. 14218, 5.67 METERS (18.6 FT)
 AW5530'EAST OF THE WEST END OF THE HEADWALL.  NOTE--MARK STAMPED S 1503 1987
 AW5530'BY THIS PARTY.
 AW5530'THE MARK IS 0.6 M BELOW STREET.
 AW5530
 AW5530                          STATION RECOVERY (1988)
 AW5530
 AW5530'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW5530'RECOVERED IN GOOD CONDITION.
 AW5530
 AW5530                          STATION RECOVERY (1998)
 AW5530
 AW5530'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5420 ***********************************************************************
 AW5420  DESIGNATION -  S 1504
 AW5420  PID         -  AW5420
 AW5420  STATE/COUNTY-  TX/HARRIS
 AW5420  USGS QUAD   -  ALIEF (1995)
 AW5420
 AW5420                         *CURRENT SURVEY CONTROL
 AW5420  ___________________________________________________________________
 AW5420* NAD 83(1986)-  29 44 12.     (N)    095 31 17.     (W)     SCALED    
 AW5420* NAVD 88     -        20.695  (meters)      67.90   (feet)  ADJUSTED  
 AW5420  ___________________________________________________________________
 AW5420  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW5420  DYNAMIC HT  -          20.667 (meters)      67.81  (feet)  COMP
 AW5420  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 AW5420
 AW5420  VERT ORDER  -  FIRST     CLASS II
 AW5420
 AW5420.The horizontal coordinates were scaled from a topographic map and have
 AW5420.an estimated accuracy of +/- 6 seconds.
 AW5420
 AW5420.The orthometric height was determined by differential leveling
 AW5420.and adjusted by the National Geodetic Survey in June 1991..
 AW5420
 AW5420.The geoid height was determined by GEOID03.
 AW5420
 AW5420.The dynamic height is computed by dividing the NAVD 88
 AW5420.geopotential number by the normal gravity value computed on the
 AW5420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5420.degrees latitude (g = 980.6199 gals.).
 AW5420
 AW5420.The modeled gravity was interpolated from observed gravity values.
 AW5420
 AW5420;                    North         East    Units  Estimated Accuracy
 AW5420;SPC TXSC     - 4,215,950.      936,430.      MT  (+/- 180 meters Scaled)
 AW5420
 AW5420                          SUPERSEDED SURVEY CONTROL
 AW5420
 AW5420  NGVD 29 (12/23/87)   20.690  (m)           67.88   (f) ADJUSTED    1 2
 AW5420
 AW5420.Superseded values are not recommended for survey control.
 AW5420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5420.See file dsdata.txt to determine how the superseded data were derived.
 AW5420
 AW5420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN561922(NAD 83)
 AW5420_MARKER: I = METAL ROD
 AW5420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5420_SP_SET: STAINLESS STEEL ROD
 AW5420_STAMPING: S 1504 1986
 AW5420_MARK LOGO: NGS   
 AW5420_PROJECTION: FLUSH
 AW5420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5420_ROD/PIPE-DEPTH: 5.5  meters
 AW5420
 AW5420  HISTORY     - Date     Condition        Report By
 AW5420  HISTORY     - 1986     MONUMENTED       NGS
 AW5420  HISTORY     - 19931123 GOOD             USPSQD
 AW5420  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW5420
 AW5420                          STATION DESCRIPTION
 AW5420
 AW5420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5420'IN HOUSTON.
 AW5420'IN HOUSTON, 0.08 KM (0.05 MI) SOUTH OF THE JUNCTION OF FONDREN ROAD
 AW5420'AND WESTHEIMER ROAD, ALSO 1.45 KM (0.9 MI) WEST OF BENCH MARK J 1211,
 AW5420'AT THE SOUTHEAST CORNER OF THE ENTERPRISE RENT-A-CAR PARKING LOT,
 AW5420'3.4 METERS (11.0 FT) WEST OF THE WEST CURB OF FONDREN ROAD SOUTHBOUND,
 AW5420'4.3 METERS (14.0 FT) NORTH OF THE NORTH EDGE OF THE EAST FOUNDATION OF
 AW5420'A CAFETERIA SIGN, 1.7 METERS (5.6 FT) NORTH OF A TRIPLE GUYED
 AW5420'POWERPOLE, 0.45 METER (1.5 FT) WEST OF THE WEST EDGE OF A SIDEWALK,
 AW5420'0.3 METER (1.0 FT) WEST OF AN IRON PIPE FENCE, 0.3 METER (1.0 FT)
 AW5420'NORTH OF AN IRON PIPE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5420'THROUGH A 5-INCH LOGO CAP.
 AW5420'THE MARK IS 1.5 METERS  N FROM  A WITNESS POST
 AW5420'THE MARK IS 0.3 M ABOVE THE ROAD.
 AW5420
 AW5420                          STATION RECOVERY (1993)
 AW5420
 AW5420'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5420'RECOVERED IN GOOD CONDITION.
 AW5420
 AW5420                          STATION RECOVERY (2004)
 AW5420
 AW5420'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5488 ***********************************************************************
 AW5488  DESIGNATION -  S 1505
 AW5488  PID         -  AW5488
 AW5488  STATE/COUNTY-  TX/FORT BEND
 AW5488  USGS QUAD   -  FULSHEAR (1980)
 AW5488
 AW5488                         *CURRENT SURVEY CONTROL
 AW5488  ___________________________________________________________________
 AW5488* NAD 83(1986)-  29 38 32.     (N)    095 58 34.     (W)     SCALED    
 AW5488* NAVD 88     -        31.863  (meters)     104.54   (feet)  ADJUSTED  
 AW5488  ___________________________________________________________________
 AW5488  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW5488  DYNAMIC HT  -          31.819 (meters)     104.39  (feet)  COMP
 AW5488  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 AW5488
 AW5488  VERT ORDER  -  FIRST     CLASS II
 AW5488
 AW5488.The horizontal coordinates were scaled from a topographic map and have
 AW5488.an estimated accuracy of +/- 6 seconds.
 AW5488
 AW5488.The orthometric height was determined by differential leveling
 AW5488.and adjusted by the National Geodetic Survey in June 1991..
 AW5488
 AW5488.The geoid height was determined by GEOID03.
 AW5488
 AW5488.The dynamic height is computed by dividing the NAVD 88
 AW5488.geopotential number by the normal gravity value computed on the
 AW5488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5488.degrees latitude (g = 980.6199 gals.).
 AW5488
 AW5488.The modeled gravity was interpolated from observed gravity values.
 AW5488
 AW5488;                    North         East    Units  Estimated Accuracy
 AW5488;SPC TXSC     - 4,204,260.      892,740.      MT  (+/- 180 meters Scaled)
 AW5488
 AW5488                          SUPERSEDED SURVEY CONTROL
 AW5488
 AW5488  NGVD 29 (12/23/87)   31.858  (m)          104.52   (f) ADJUSTED    1 2
 AW5488
 AW5488.Superseded values are not recommended for survey control.
 AW5488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5488.See file dsdata.txt to determine how the superseded data were derived.
 AW5488
 AW5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN118828(NAD 83)
 AW5488_MARKER: I = METAL ROD
 AW5488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5488_SP_SET: STAINLESS STEEL ROD
 AW5488_STAMPING: S 1505 1987
 AW5488_MARK LOGO: NGS   
 AW5488_PROJECTION: FLUSH
 AW5488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5488_ROD/PIPE-DEPTH: 4.8  meters
 AW5488
 AW5488  HISTORY     - Date     Condition        Report By
 AW5488  HISTORY     - 1987     MONUMENTED       NGS
 AW5488  HISTORY     - 19980208 GOOD             USPSQD
 AW5488  HISTORY     - 19981121 GOOD             USPSQD
 AW5488
 AW5488                          STATION DESCRIPTION
 AW5488
 AW5488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5488'4.1 KM (2.55 MI) SOUTH FROM SIMONTON.
 AW5488'4.15 KM (2.58 MI) SOUTH ALONG FM ROAD 1489 FROM THE JUNCTION OF FM
 AW5488'ROAD 1093 IN SIMONTON, 0.16 KM (0.1 MI) NORTH OF THE NORTH END OF A
 AW5488'BRIDGE OVER THE BRAZOS RIVER, 23.7 METERS (78.0 FT) EAST OF THE
 AW5488'CENTERLINE OF THE ROAD, 16.9 METERS (55.5 FT) EAST OF THE NORTH END OF
 AW5488'A GUARD RAIL, 10.9 METERS (36.0 FT) SOUTH OF THE SOUTH POST OF A WIRE
 AW5488'GATE, 2.1 METERS (7.0 FT) SOUTHEAST OF A POWER POLE, 0.6 METER
 AW5488'(2.0 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 AW5488'A 5-INCH LOGO CAP.
 AW5488'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW5488'THE MARK IS 1.2 M BELOW THE ROAD.
 AW5488
 AW5488                          STATION RECOVERY (1998)
 AW5488
 AW5488'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5488'RECOVERED IN GOOD CONDITION.
 AW5488
 AW5488                          STATION RECOVERY (1998)
 AW5488
 AW5488'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2551 ***********************************************************************
 AX2551  DESIGNATION -  S 1506
 AX2551  PID         -  AX2551
 AX2551  STATE/COUNTY-  TX/WHARTON
 AX2551  USGS QUAD   -  GLEN FLORA (1980)
 AX2551
 AX2551                         *CURRENT SURVEY CONTROL
 AX2551  ___________________________________________________________________
 AX2551* NAD 83(1986)-  29 16 12.     (N)    096 08 56.     (W)     SCALED    
 AX2551* NAVD 88     -        29.657  (meters)      97.30   (feet)  ADJUSTED  
 AX2551  ___________________________________________________________________
 AX2551  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2551  DYNAMIC HT  -          29.615 (meters)      97.16  (feet)  COMP
 AX2551  MODELED GRAV-     979,241.5   (mgal)                       NAVD 88
 AX2551
 AX2551  VERT ORDER  -  FIRST     CLASS I
 AX2551
 AX2551.The horizontal coordinates were scaled from a topographic map and have
 AX2551.an estimated accuracy of +/- 6 seconds.
 AX2551
 AX2551.The orthometric height was determined by differential leveling
 AX2551.and adjusted by the National Geodetic Survey in June 1991..
 AX2551
 AX2551.The geoid height was determined by GEOID03.
 AX2551
 AX2551.The dynamic height is computed by dividing the NAVD 88
 AX2551.geopotential number by the normal gravity value computed on the
 AX2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2551.degrees latitude (g = 980.6199 gals.).
 AX2551
 AX2551.The modeled gravity was interpolated from observed gravity values.
 AX2551
 AX2551;                    North         East    Units  Estimated Accuracy
 AX2551;SPC TXSC     - 4,162,600.      877,020.      MT  (+/- 180 meters Scaled)
 AX2551
 AX2551                          SUPERSEDED SURVEY CONTROL
 AX2551
 AX2551  NGVD 29 (12/23/87)   29.660  (m)           97.31   (f) ADJUSTED    1 1
 AX2551
 AX2551.Superseded values are not recommended for survey control.
 AX2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2551.See file dsdata.txt to determine how the superseded data were derived.
 AX2551
 AX2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT770412(NAD 83)
 AX2551_MARKER: I = METAL ROD
 AX2551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2551_SP_SET: STAINLESS STEEL ROD
 AX2551_STAMPING: S 1506 1987
 AX2551_MARK LOGO: NGS   
 AX2551_PROJECTION: FLUSH
 AX2551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2551_ROD/PIPE-DEPTH: 6.1  meters
 AX2551
 AX2551  HISTORY     - Date     Condition        Report By
 AX2551  HISTORY     - 1987     MONUMENTED       NGS
 AX2551
 AX2551                          STATION DESCRIPTION
 AX2551
 AX2551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2551'6.5 KM (4.05 MI) SW FROM WHARTON.
 AX2551'4.78 KM (2.97 MI) SOUTHWEST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION
 AX2551'OF STATE HIGHWAY 60 IN WHARTON, THENCE 1.73 KM (1.07 MI) SOUTHWEST
 AX2551'ALONG US HIGHWAY 59, IN THE EAST CORNER OF THE T-JUNCTION OF A
 AX2551'GRAVELED ROAD LEADING SOUTHEAST, 40.2 METERS (132 FT) SOUTHEAST OF THE
 AX2551'CENTERLINE OF THE NORTHBOUND LANES OF HIGHWAY 59, 60.0 METERS (197 FT)
 AX2551'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 11.4 METERS (37.5 FT)
 AX2551'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 448, 9.3 METERS (30.5 FT)
 AX2551'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 AX2551'3.5 METERS (11.5 FT) NORTHEAST OF RAILROAD MILE POST 30.  NOTE--ACCESS
 AX2551'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2551'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AX2551'THE MARK IS ABOVE LEVEL WITH THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5564 ***********************************************************************
 AW5564  DESIGNATION -  S 1509
 AW5564  PID         -  AW5564
 AW5564  STATE/COUNTY-  TX/HARRIS
 AW5564  USGS QUAD   -  SETTEGAST (1995)
 AW5564
 AW5564                         *CURRENT SURVEY CONTROL
 AW5564  ___________________________________________________________________
 AW5564* NAD 83(1986)-  29 50 04.     (N)    095 21 24.     (W)     SCALED    
 AW5564* NAVD 88     -        19.619  (meters)      64.37   (feet)  ADJUSTED  
 AW5564  ___________________________________________________________________
 AW5564  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW5564  DYNAMIC HT  -          19.593 (meters)      64.28  (feet)  COMP
 AW5564  MODELED GRAV-     979,290.6   (mgal)                       NAVD 88
 AW5564
 AW5564  VERT ORDER  -  FIRST     CLASS II
 AW5564
 AW5564.The horizontal coordinates were scaled from a topographic map and have
 AW5564.an estimated accuracy of +/- 6 seconds.
 AW5564
 AW5564.The orthometric height was determined by differential leveling
 AW5564.and adjusted by the National Geodetic Survey in July 2002..
 AW5564
 AW5564.The geoid height was determined by GEOID03.
 AW5564
 AW5564.The dynamic height is computed by dividing the NAVD 88
 AW5564.geopotential number by the normal gravity value computed on the
 AW5564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5564.degrees latitude (g = 980.6199 gals.).
 AW5564
 AW5564.The modeled gravity was interpolated from observed gravity values.
 AW5564
 AW5564;                    North         East    Units  Estimated Accuracy
 AW5564;SPC TXSC     - 4,227,260.      952,020.      MT  (+/- 180 meters Scaled)
 AW5564
 AW5564                          SUPERSEDED SURVEY CONTROL
 AW5564
 AW5564  NAVD 88 (09/11/96)   19.633  (m)           64.41   (f) UNKNOWN     1 2
 AW5564  NAVD 88 (06/15/91)   19.806  (m)           64.98   (f) UNKNOWN     1 2
 AW5564  NGVD 29 (12/23/87)   19.803  (m)           64.97   (f) ADJUSTED    1 2
 AW5564
 AW5564.Superseded values are not recommended for survey control.
 AW5564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5564.See file dsdata.txt to determine how the superseded data were derived.
 AW5564
 AW5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP722027(NAD 83)
 AW5564_MARKER: I = METAL ROD
 AW5564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5564_SP_SET: STAINLESS STEEL ROD
 AW5564_STAMPING: S 1509 1987
 AW5564_MARK LOGO: NGS   
 AW5564_PROJECTION: FLUSH
 AW5564_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5564+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW5564_ROD/PIPE-DEPTH: 9.7  meters
 AW5564
 AW5564  HISTORY     - Date     Condition        Report By
 AW5564  HISTORY     - 1987     MONUMENTED       NGS
 AW5564  HISTORY     - 19951007 GOOD             CHANCE
 AW5564  HISTORY     - 19960204 GOOD             NGS
 AW5564  HISTORY     - 20040927 GOOD             USPSQD
 AW5564
 AW5564                          STATION DESCRIPTION
 AW5564
 AW5564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5564'IN HOUSTON.
 AW5564'IN HOUSTON, AT THE INTERSECTION OF WEST HARDY ROAD AND APACHE STREET,
 AW5564'18.9 M (62.0 FT) WEST OF THE CENTERLINE OF THE ROAD, 7.0 M (23.0 FT)
 AW5564'NORTH OF THE CENTER OF THE STREET, AND 1.3 M (4.3 FT) EAST OF A
 AW5564'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5564'LOGO CAP.
 AW5564'THE MARK IS 1.6 METERS  S FROM  A WITNESS POST AND FENCE
 AW5564'THE MARK IS 0.4 M ABOVE THE STREET.
 AW5564
 AW5564                          STATION RECOVERY (1995)
 AW5564
 AW5564'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5564'RECOVERED BY JEC 1995 RECOVERED AS DESCRIBED.  ADDITIONAL TIES FOLLOW.
 AW5564'11 FT (3.4 M) NORTH OF THE NORTH CURB OF APACHE STREET.  12 FT (3.7 M)
 AW5564'WEST OF THE EAST END OF A FENCE.  47.5 FT (14.5 M) WEST OF THE EAST
 AW5564'CURB OF WEST HARDY RD.  51.5 FT (15.7 M) NORTHWEST OF A STOP SIGN.
 AW5564
 AW5564                          STATION RECOVERY (1996)
 AW5564
 AW5564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5564'IN HOUSTON, AT THE INTERSECTION OF WEST HARDY STREET ROAD AND APACHE
 AW5564'STREET, 18.9 M (62.0 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 AW5564'THE ROAD, 7.0 M (23.0 FT) NORTH OF THE STREET CENTER, 1.3 M (4.3 FT)
 AW5564'SOUTH OF A WITNESS POST, 1.2 M (3.9 FT) EAST OF A UTILITY POLE, AND
 AW5564'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE
 AW5564'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AW5564
 AW5564                          STATION RECOVERY (2004)
 AW5564
 AW5564'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0622 ***********************************************************************
 CS0622  DESIGNATION -  S 151
 CS0622  PID         -  CS0622
 CS0622  STATE/COUNTY-  TX/NAVARRO
 CS0622  USGS QUAD   -  KERENS (1981)
 CS0622
 CS0622                         *CURRENT SURVEY CONTROL
 CS0622  ___________________________________________________________________
 CS0622* NAD 83(1986)-  32 07 49.     (N)    096 13 33.     (W)     SCALED    
 CS0622* NAVD 88     -       111.484  (meters)     365.76   (feet)  ADJUSTED  
 CS0622  ___________________________________________________________________
 CS0622  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0622  DYNAMIC HT  -         111.354 (meters)     365.33  (feet)  COMP
 CS0622  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 CS0622
 CS0622  VERT ORDER  -  SECOND    CLASS 0
 CS0622
 CS0622.The horizontal coordinates were scaled from a topographic map and have
 CS0622.an estimated accuracy of +/- 6 seconds.
 CS0622
 CS0622.The orthometric height was determined by differential leveling
 CS0622.and adjusted by the National Geodetic Survey in June 1991..
 CS0622.WARNING-Repeat measurements at this control monument indicate possible
 CS0622.vertical movement.
 CS0622
 CS0622.The geoid height was determined by GEOID03.
 CS0622
 CS0622.The dynamic height is computed by dividing the NAVD 88
 CS0622.geopotential number by the normal gravity value computed on the
 CS0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0622.degrees latitude (g = 980.6199 gals.).
 CS0622
 CS0622.The modeled gravity was interpolated from observed gravity values.
 CS0622
 CS0622;                    North         East    Units  Estimated Accuracy
 CS0622;SPC TXNC     - 2,053,730.      814,570.      MT  (+/- 180 meters Scaled)
 CS0622
 CS0622                          SUPERSEDED SURVEY CONTROL
 CS0622
 CS0622  NGVD 29 (??/??/92)  111.489  (m)          365.78   (f) ADJ UNCH    2 0
 CS0622
 CS0622.Superseded values are not recommended for survey control.
 CS0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0622.See file dsdata.txt to determine how the superseded data were derived.
 CS0622
 CS0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA617582(NAD 83)
 CS0622_MARKER: DB = BENCH MARK DISK
 CS0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0622_SP_SET: PEDESTALS
 CS0622_STAMPING: S 151 1933
 CS0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0622
 CS0622  HISTORY     - Date     Condition        Report By
 CS0622  HISTORY     - 1933     MONUMENTED       CGS
 CS0622  HISTORY     - 1947     GOOD             NGS
 CS0622
 CS0622                          STATION DESCRIPTION
 CS0622
 CS0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0622'IN KERENS.
 CS0622'CITY WATER TOWER, 115 FEET WEST OF CITY HALL, ON TOP OF NORTH CORNER
 CS0622'OF NORTHWESTERLY OF FOUR CONCRETE PEDESTALS.  TABLET CEMENTED IN
 CS0622'CONCRETE.
 CS0622
 CS0622                          STATION RECOVERY (1947)
 CS0622
 CS0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5644 ***********************************************************************
 AW5644  DESIGNATION -  S 1510
 AW5644  PID         -  AW5644
 AW5644  STATE/COUNTY-  TX/HARRIS
 AW5644  USGS QUAD   -  HARMASTON (1982)
 AW5644
 AW5644                         *CURRENT SURVEY CONTROL
 AW5644  ___________________________________________________________________
 AW5644* NAD 83(1986)-  29 53 55.     (N)    095 14 29.     (W)     SCALED    
 AW5644* NAVD 88     -        15.498  (meters)      50.85   (feet)  ADJUSTED  
 AW5644  ___________________________________________________________________
 AW5644  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW5644  DYNAMIC HT  -          15.477 (meters)      50.78  (feet)  COMP
 AW5644  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 AW5644
 AW5644  VERT ORDER  -  FIRST     CLASS II
 AW5644
 AW5644.The horizontal coordinates were scaled from a topographic map and have
 AW5644.an estimated accuracy of +/- 6 seconds.
 AW5644
 AW5644.The orthometric height was determined by differential leveling
 AW5644.and adjusted by the National Geodetic Survey in June 1991..
 AW5644
 AW5644.The geoid height was determined by GEOID03.
 AW5644
 AW5644.The dynamic height is computed by dividing the NAVD 88
 AW5644.geopotential number by the normal gravity value computed on the
 AW5644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5644.degrees latitude (g = 980.6199 gals.).
 AW5644
 AW5644.The modeled gravity was interpolated from observed gravity values.
 AW5644
 AW5644;                    North         East    Units  Estimated Accuracy
 AW5644;SPC TXSC     - 4,234,720.      962,930.      MT  (+/- 180 meters Scaled)
 AW5644
 AW5644                          SUPERSEDED SURVEY CONTROL
 AW5644
 AW5644  NGVD 29 (12/23/87)   15.495  (m)           50.84   (f) ADJUSTED    1 2
 AW5644
 AW5644.Superseded values are not recommended for survey control.
 AW5644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5644.See file dsdata.txt to determine how the superseded data were derived.
 AW5644
 AW5644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP835096(NAD 83)
 AW5644_MARKER: DB = BENCH MARK DISK
 AW5644_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5644_SP_SET: BRIDGE ABUTMENT
 AW5644_STAMPING: S 1510 1987
 AW5644_MARK LOGO: NGS   
 AW5644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5644
 AW5644  HISTORY     - Date     Condition        Report By
 AW5644  HISTORY     - 1987     MONUMENTED       NGS
 AW5644
 AW5644                          STATION DESCRIPTION
 AW5644
 AW5644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5644'1.0 KM (0.6 MI) NE FROM DYERSDALE.
 AW5644'1.0 KM (0.6 MI) NORTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AW5644'ITS JUNCTION WITH LAKE HOUSTON PARKWAY IN DYERSDALE, IN TOP OF AND
 AW5644'0.1 M (0.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 AW5644'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 385.6 SPANNING GREEN
 AW5644'BAYOU, AND 1.2 M (3.9 FT) NORTHWEST OF THE NEAR RAIL.
 AW5644'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5622 ***********************************************************************
 AW5622  DESIGNATION -  S 1511
 AW5622  PID         -  AW5622
 AW5622  STATE/COUNTY-  TX/HARRIS
 AW5622  USGS QUAD   -  ALDINE (1995)
 AW5622
 AW5622                         *CURRENT SURVEY CONTROL
 AW5622  ___________________________________________________________________
 AW5622* NAD 83(1986)-  29 58 43.     (N)    095 29 29.     (W)     SCALED    
 AW5622* NAVD 88     -        35.827  (meters)     117.54   (feet)  ADJUSTED  
 AW5622  ___________________________________________________________________
 AW5622  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW5622  DYNAMIC HT  -          35.778 (meters)     117.38  (feet)  COMP
 AW5622  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 AW5622
 AW5622  VERT ORDER  -  FIRST     CLASS II
 AW5622
 AW5622.The horizontal coordinates were scaled from a topographic map and have
 AW5622.an estimated accuracy of +/- 6 seconds.
 AW5622
 AW5622.The orthometric height was determined by differential leveling
 AW5622.and adjusted by the National Geodetic Survey in June 1991..
 AW5622
 AW5622.The geoid height was determined by GEOID03.
 AW5622
 AW5622.The dynamic height is computed by dividing the NAVD 88
 AW5622.geopotential number by the normal gravity value computed on the
 AW5622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5622.degrees latitude (g = 980.6199 gals.).
 AW5622
 AW5622.The modeled gravity was interpolated from observed gravity values.
 AW5622
 AW5622;                    North         East    Units  Estimated Accuracy
 AW5622;SPC TXSC     - 4,242,840.      938,530.      MT  (+/- 180 meters Scaled)
 AW5622
 AW5622                          SUPERSEDED SURVEY CONTROL
 AW5622
 AW5622  NGVD 29 (12/23/87)   35.822  (m)          117.53   (f) ADJUSTED    1 2
 AW5622
 AW5622.Superseded values are not recommended for survey control.
 AW5622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5622.See file dsdata.txt to determine how the superseded data were derived.
 AW5622
 AW5622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP596190(NAD 83)
 AW5622_MARKER: I = METAL ROD
 AW5622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5622_SP_SET: STAINLESS STEEL ROD
 AW5622_STAMPING: S 1511 1987
 AW5622_MARK LOGO: NGS   
 AW5622_PROJECTION: RECESSED 2 CENTIMETERS
 AW5622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5622+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5622_ROD/PIPE-DEPTH: 7.3  meters
 AW5622
 AW5622  HISTORY     - Date     Condition        Report By
 AW5622  HISTORY     - 1987     MONUMENTED       NGS
 AW5622  HISTORY     - 20040712 GOOD             USPSQD
 AW5622  HISTORY     - 20051012 GOOD             USPSQD
 AW5622
 AW5622                          STATION DESCRIPTION
 AW5622
 AW5622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5622'6.8 KM (4.2 MI) NE FROM NORTH HOUSTON.
 AW5622'0.4 KM (0.25 MI) SOUTHEAST ALONG STATE HIGHWAY 149 FROM ITS JUNCTION
 AW5622'WITH FAIRBANKS-NORTH HOUSTON ROAD IN NORTH HOUSTON, THENCE 6.4 KM (4.0
 AW5622'MI) NORTHERLY ALONG BAMMEL-NORTH HOUSTON ROAD, 51.5 M (169.0 FT)
 AW5622'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 16.2 M (53.1 FT) NORTHWEST OF
 AW5622'THE CENTER OF AN ENTRANCE TO TORREY SQUARE, 14.3 M (46.9 FT) NORTHEAST
 AW5622'OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF VETERANS MEMORIAL
 AW5622'DRIVE, AND 8.9 M (29.2 FT) WEST OF THE WEST CORNER OF A PARKING LOT.
 AW5622'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5622'THE MARK IS 0.7 M ABOVE THE ENTRANCE.
 AW5622
 AW5622                          STATION RECOVERY (2004)
 AW5622
 AW5622'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5622'RECOVERED IN GOOD CONDITION.
 AW5622
 AW5622                          STATION RECOVERY (2005)
 AW5622
 AW5622'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5622'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5689 ***********************************************************************
 AW5689  DESIGNATION -  S 1512
 AW5689  PID         -  AW5689
 AW5689  STATE/COUNTY-  TX/HARRIS
 AW5689  USGS QUAD   -  PEARLAND (1995)
 AW5689
 AW5689                         *CURRENT SURVEY CONTROL
 AW5689  ___________________________________________________________________
 AW5689* NAD 83(1986)-  29 37 04.     (N)    095 16 31.     (W)     SCALED    
 AW5689* NAVD 88     -        13.314  (meters)      43.68   (feet)  ADJUSTED  
 AW5689  ___________________________________________________________________
 AW5689  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW5689  DYNAMIC HT  -          13.296 (meters)      43.62  (feet)  COMP
 AW5689  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW5689
 AW5689  VERT ORDER  -  FIRST     CLASS II
 AW5689
 AW5689.The horizontal coordinates were scaled from a topographic map and have
 AW5689.an estimated accuracy of +/- 6 seconds.
 AW5689
 AW5689.The orthometric height was determined by differential leveling
 AW5689.and adjusted by the National Geodetic Survey in June 1991..
 AW5689
 AW5689.The geoid height was determined by GEOID03.
 AW5689
 AW5689.The dynamic height is computed by dividing the NAVD 88
 AW5689.geopotential number by the normal gravity value computed on the
 AW5689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5689.degrees latitude (g = 980.6199 gals.).
 AW5689
 AW5689.The modeled gravity was interpolated from observed gravity values.
 AW5689
 AW5689;                    North         East    Units  Estimated Accuracy
 AW5689;SPC TXSC     - 4,203,510.      960,650.      MT  (+/- 180 meters Scaled)
 AW5689
 AW5689                          SUPERSEDED SURVEY CONTROL
 AW5689
 AW5689  NGVD 29 (12/23/87)   13.311  (m)           43.67   (f) ADJUSTED    1 2
 AW5689
 AW5689.Superseded values are not recommended for survey control.
 AW5689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5689.See file dsdata.txt to determine how the superseded data were derived.
 AW5689
 AW5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN796785(NAD 83)
 AW5689_MARKER: I = METAL ROD
 AW5689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5689_SP_SET: STAINLESS STEEL ROD
 AW5689_STAMPING: S 1512 1987
 AW5689_MARK LOGO: NGS   
 AW5689_PROJECTION: RECESSED 1 CENTIMETERS
 AW5689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5689+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 AW5689_ROD/PIPE-DEPTH: 9.5  meters
 AW5689
 AW5689  HISTORY     - Date     Condition        Report By
 AW5689  HISTORY     - 1987     MONUMENTED       NGS
 AW5689  HISTORY     - 20040211 GOOD             USPSQD
 AW5689
 AW5689                          STATION DESCRIPTION
 AW5689
 AW5689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5689'IN HOUSTON.
 AW5689'IN HOUSTON, AT THE JUNCTION OF ALMEDA GENOA ROAD AND RANDOLPH STREET,
 AW5689'8.6 METERS (28.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AW5689'THE ROAD, 8.0 METERS (26.2 FT) WEST OF THE CENTERLINE OF THE STREET,
 AW5689'6.3 METERS (20.7 FT) NORTHEAST OF A FIRE HYDRANT, 0.85 METER (2.8 FT)
 AW5689'NORTH OF UTILITY POLE NUMBER 59978.  NOTE--ACCESS TO DATUM POINT IS
 AW5689'HAD THROUGH A 5-INCH LOGO CAP.
 AW5689'THE MARK IS 0.3 M ABOVE STREET.
 AW5689
 AW5689                          STATION RECOVERY (2004)
 AW5689
 AW5689'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5689'THE LA. SHOULD BE N 29 34 34.3 INSTEAD OF N 29 37 04 AS YOUR DATA
 AW5689'SHOWES. THE LO IS W 095 16 33.3
 AW5689' 
 AW5689'IN THE DRIECTIONS INCLUDE GO TO N 29 37 32.4  W 095 16 33.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2027 ***********************************************************************
 BL2027  DESIGNATION -  S 1515
 BL2027  PID         -  BL2027
 BL2027  STATE/COUNTY-  TX/LIBERTY
 BL2027  USGS QUAD   -  DAYTON (1984)
 BL2027
 BL2027                         *CURRENT SURVEY CONTROL
 BL2027  ___________________________________________________________________
 BL2027* NAD 83(1986)-  30 02 31.     (N)    094 53 47.     (W)     SCALED    
 BL2027* NAVD 88     -        23.145  (meters)      75.93   (feet)  ADJUSTED  
 BL2027  ___________________________________________________________________
 BL2027  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL2027  DYNAMIC HT  -          23.114 (meters)      75.83  (feet)  COMP
 BL2027  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 BL2027
 BL2027  VERT ORDER  -  FIRST     CLASS II
 BL2027
 BL2027.The horizontal coordinates were scaled from a topographic map and have
 BL2027.an estimated accuracy of +/- 6 seconds.
 BL2027
 BL2027.The orthometric height was determined by differential leveling
 BL2027.and adjusted by the National Geodetic Survey in June 1991..
 BL2027
 BL2027.The geoid height was determined by GEOID03.
 BL2027
 BL2027.The dynamic height is computed by dividing the NAVD 88
 BL2027.geopotential number by the normal gravity value computed on the
 BL2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2027.degrees latitude (g = 980.6199 gals.).
 BL2027
 BL2027.The modeled gravity was interpolated from observed gravity values.
 BL2027
 BL2027;                    North         East    Units  Estimated Accuracy
 BL2027;SPC TX C     - 3,054,420.    1,224,170.      MT  (+/- 180 meters Scaled)
 BL2027
 BL2027                          SUPERSEDED SURVEY CONTROL
 BL2027
 BL2027  NGVD 29 (12/23/87)   23.146  (m)           75.94   (f) ADJUSTED    1 2
 BL2027
 BL2027.Superseded values are not recommended for survey control.
 BL2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2027.See file dsdata.txt to determine how the superseded data were derived.
 BL2027
 BL2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP171249(NAD 83)
 BL2027_MARKER: I = METAL ROD
 BL2027_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2027_SP_SET: STAINLESS STEEL ROD
 BL2027_STAMPING: S 1515 1987
 BL2027_MARK LOGO: NGS   
 BL2027_PROJECTION: PROJECTING 4 CENTIMETERS
 BL2027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2027_ROD/PIPE-DEPTH: 7.3  meters
 BL2027
 BL2027  HISTORY     - Date     Condition        Report By
 BL2027  HISTORY     - 1987     MONUMENTED       NGS
 BL2027  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL2027
 BL2027                          STATION DESCRIPTION
 BL2027
 BL2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2027'0.8 KM (0.5 MI) SW FROM DAYTON.
 BL2027'0.8 KM (0.5 MI) SOUTHWEST ALONG US HIGHWAY 90 FROM THE HIGH SCHOOL IN
 BL2027'DAYTON, 0.25 KM (0.15 MI) SOUTHWEST OF THE T-JUNCTION OF STATE HIGHWAY
 BL2027'146, 0.2 KM (0.12 MI) NORTHEAST OF A RAILROAD CROSSING, ON THE OUTSIDE
 BL2027'OF A CURVE, 27.3 METERS (89.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 BL2027'HIGHWAY WESTBOUND, 25.2 METERS (82.8 FT) SOUTHEAST OF THE SOUTHEAST
 BL2027'RAIL OF THE MAIN TRACK OF THE SOUTHERN PACIFIC RAILWAY, 17.6 METERS
 BL2027'(57.7 FT) EAST OF A RAILROAD TELEPHONE POLE, 2.7 METERS (9.0 FT)
 BL2027'SOUTHWEST OF THE CENTER OF THE SOUTHWEST SIDE OF 12 CONCRETE PIERS (10
 BL2027'FT TALL).  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 BL2027'CAP.
 BL2027'THE MARK IS 1.1 METERS  SE FROM  A WITNESS POST
 BL2027'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BL2027
 BL2027                          STATION RECOVERY (1996)
 BL2027
 BL2027'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6264 ***********************************************************************
 AC6264  DESIGNATION -  S 1516
 AC6264  PID         -  AC6264
 AC6264  STATE/COUNTY-  TX/GALVESTON
 AC6264  USGS QUAD   -  GALVESTON (1994)
 AC6264
 AC6264                         *CURRENT SURVEY CONTROL
 AC6264  ___________________________________________________________________
 AC6264* NAD 83(1986)-  29 16 28.     (N)    094 49 50.     (W)     SCALED    
 AC6264* NAVD 88     -         2.217  (meters)       7.27   (feet)  ADJUSTED  
 AC6264  ___________________________________________________________________
 AC6264  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AC6264  DYNAMIC HT  -           2.214 (meters)       7.26  (feet)  COMP
 AC6264  MODELED GRAV-     979,259.7   (mgal)                       NAVD 88
 AC6264
 AC6264  VERT ORDER  -  FIRST     CLASS II
 AC6264
 AC6264.The horizontal coordinates were scaled from a topographic map and have
 AC6264.an estimated accuracy of +/- 6 seconds.
 AC6264
 AC6264.The orthometric height was determined by differential leveling
 AC6264.and adjusted by the National Geodetic Survey in March 1997..
 AC6264
 AC6264.The geoid height was determined by GEOID03.
 AC6264
 AC6264.The dynamic height is computed by dividing the NAVD 88
 AC6264.geopotential number by the normal gravity value computed on the
 AC6264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6264.degrees latitude (g = 980.6199 gals.).
 AC6264
 AC6264.The modeled gravity was interpolated from observed gravity values.
 AC6264
 AC6264;                    North         East    Units  Estimated Accuracy
 AC6264;SPC TXSC     - 4,166,930.    1,005,050.      MT  (+/- 180 meters Scaled)
 AC6264
 AC6264                          SUPERSEDED SURVEY CONTROL
 AC6264
 AC6264.No superseded survey control is available for this station.
 AC6264
 AC6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN221397(NAD 83)
 AC6264_MARKER: I = METAL ROD
 AC6264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6264_STAMPING: S 1516 1996
 AC6264_MARK LOGO: NGS   
 AC6264_PROJECTION: FLUSH
 AC6264_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6264+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AC6264_ROD/PIPE-DEPTH: 29.4 meters
 AC6264
 AC6264  HISTORY     - Date     Condition        Report By
 AC6264  HISTORY     - 1996     MONUMENTED       NGS
 AC6264  HISTORY     - 20040216 GOOD             USPSQD
 AC6264  HISTORY     - 20050502 GOOD             USPSQD
 AC6264  HISTORY     - 20051209 GOOD             USPSQD
 AC6264
 AC6264                          STATION DESCRIPTION
 AC6264
 AC6264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6264'IN GALVESTON, AT THE INTERSECTION OF 61TH STREET AND AVENUE S 1/2,
 AC6264'57.5 M (188.6 FT) NORTHWEST OF THE EXTENDED AVENUE CENTER, 8.5 M (27.9
 AC6264'FT) SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE STREET, 0.5
 AC6264'M (1.6 FT) EAST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTHWEST OF THE
 AC6264'NORTH CORNER OF A FENCE ENCLOSING A CEMETERY, AND 0.3 M (1.0 FT) NORTH
 AC6264'OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC6264'CAP.
 AC6264
 AC6264                          STATION RECOVERY (2004)
 AC6264
 AC6264'RECOVERY NOTE BY US POWER SQUADRON 2004 (MEF)
 AC6264'GPS DATA READS N29 16 27.1 W094 49 48.7
 AC6264
 AC6264                          STATION RECOVERY (2005)
 AC6264
 AC6264'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AC6264'RECOVERED IN GOOD CONDITION.
 AC6264
 AC6264                          STATION RECOVERY (2005)
 AC6264
 AC6264'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AC6264'RECOVERED AS DESCRIBED. GO TO N29 16 27.2 W094 49 48.6. THE MARK IS 3
 AC6264'INCHES BELOW THE SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0775 ***********************************************************************
 CE0775  DESIGNATION -  S 1517
 CE0775  PID         -  CE0775
 CE0775  STATE/COUNTY-  TX/EL PASO
 CE0775  USGS QUAD   -  YSLETA NW (1994)
 CE0775
 CE0775                         *CURRENT SURVEY CONTROL
 CE0775  ___________________________________________________________________
 CE0775* NAD 83(1986)-  31 44 55.     (N)    106 23 13.     (W)     SCALED    
 CE0775* NAVD 88     -      1124.790  (meters)    3690.25   (feet)  ADJUSTED  
 CE0775  ___________________________________________________________________
 CE0775  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0775  DYNAMIC HT  -        1123.076 (meters)    3684.63  (feet)  COMP
 CE0775  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 CE0775
 CE0775  VERT ORDER  -  FIRST     CLASS I
 CE0775
 CE0775.The horizontal coordinates were scaled from a topographic map and have
 CE0775.an estimated accuracy of +/- 6 seconds.
 CE0775
 CE0775.The orthometric height was determined by differential leveling
 CE0775.and adjusted by the National Geodetic Survey in November 1996..
 CE0775
 CE0775.The geoid height was determined by GEOID03.
 CE0775
 CE0775.The dynamic height is computed by dividing the NAVD 88
 CE0775.geopotential number by the normal gravity value computed on the
 CE0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0775.degrees latitude (g = 980.6199 gals.).
 CE0775
 CE0775.The modeled gravity was interpolated from observed gravity values.
 CE0775
 CE0775;                    North         East    Units  Estimated Accuracy
 CE0775;SPC TX C     - 3,246,400.      126,720.      MT  (+/- 180 meters Scaled)
 CE0775
 CE0775                          SUPERSEDED SURVEY CONTROL
 CE0775
 CE0775.No superseded survey control is available for this station.
 CE0775
 CE0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR686134(NAD 83)
 CE0775_MARKER: I = METAL ROD
 CE0775_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0775_SP_SET: STAINLESS STEEL ROD
 CE0775_STAMPING: S 1517 1993
 CE0775_MARK LOGO: NGS   
 CE0775_PROJECTION: RECESSED 5 CENTIMETERS
 CE0775_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0775+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0775_ROD/PIPE-DEPTH: 17.0 meters
 CE0775
 CE0775  HISTORY     - Date     Condition        Report By
 CE0775  HISTORY     - 1993     MONUMENTED       NGS
 CE0775
 CE0775                          STATION DESCRIPTION
 CE0775
 CE0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0775'IN EL PASO, AT THE INTERSECTION OF ALAMEDA AVENUE (U.S. HIGHWAY 20)AND
 CE0775'POLE INN ROAD, 36.4 M (119.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CE0775'EASTBOUND LANES OF THE AVENUE, 8.4 M (27.6 FT) SOUTHEAST OF AND LEVEL
 CE0775'WITH THE ROAD CENTER, 6.0 M (19.7 FT) NORTHEAST OF THE CENTER OF A
 CE0775'DRIVEWAY LEADING TO A BUILDING (ABANDONED), AND 0.4 M (1.3 FT)
 CE0775'NORTHWEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8452 ***********************************************************************
 AC8452  DESIGNATION -  S 1518
 AC8452  PID         -  AC8452
 AC8452  STATE/COUNTY-  TX/NUECES
 AC8452  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AC8452
 AC8452                         *CURRENT SURVEY CONTROL
 AC8452  ___________________________________________________________________
 AC8452* NAD 83(1986)-  27 37 30.     (N)    097 12 32.     (W)     SCALED    
 AC8452* NAVD 88     -         1.961  (meters)       6.43   (feet)  ADJUSTED  
 AC8452  ___________________________________________________________________
 AC8452  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AC8452  DYNAMIC HT  -           1.958 (meters)       6.42  (feet)  COMP
 AC8452  MODELED GRAV-     979,127.5   (mgal)                       NAVD 88
 AC8452
 AC8452  VERT ORDER  -  FIRST     CLASS II
 AC8452
 AC8452.The horizontal coordinates were scaled from a topographic map and have
 AC8452.an estimated accuracy of +/- 6 seconds.
 AC8452
 AC8452.The orthometric height was determined by differential leveling
 AC8452.and adjusted by the National Geodetic Survey in December 1997..
 AC8452
 AC8452.The geoid height was determined by GEOID03.
 AC8452
 AC8452.The dynamic height is computed by dividing the NAVD 88
 AC8452.geopotential number by the normal gravity value computed on the
 AC8452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8452.degrees latitude (g = 980.6199 gals.).
 AC8452
 AC8452.The modeled gravity was interpolated from observed gravity values.
 AC8452
 AC8452;                    North         East    Units  Estimated Accuracy
 AC8452;SPC TX S     - 5,217,620.      427,430.      MT  (+/- 180 meters Scaled)
 AC8452
 AC8452                          SUPERSEDED SURVEY CONTROL
 AC8452
 AC8452.No superseded survey control is available for this station.
 AC8452
 AC8452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR767569(NAD 83)
 AC8452_MARKER: DV = VERTICAL CONTROL DISK
 AC8452_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8452_SP_SET: BRIDGE ABUTMENT
 AC8452_STAMPING: S 1518 1996
 AC8452_MARK LOGO: NGS   
 AC8452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8452+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8452
 AC8452  HISTORY     - Date     Condition        Report By
 AC8452  HISTORY     - 1996     MONUMENTED       NGS
 AC8452  HISTORY     - 20050820 GOOD             USPSQD
 AC8452
 AC8452                          STATION DESCRIPTION
 AC8452
 AC8452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8452'26.7 KM (16.60 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY
 AC8452'361 FROM THE POST OFFICE IN PORT ARANSAS, IN TOP OF AND 1.1 M (3.6 FT)
 AC8452'WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY
 AC8452'BRIDGE SPANNING A CHANNEL, 7.7 M (25.3 FT) EAST OF THE HIGHWAY
 AC8452'CENTERLINE, 2.1 M (6.9 FT) NORTH OF THE SOUTH END OF THE EAST BRIDGE
 AC8452'RAIL, 0.9 M (3.0 FT) WEST OF A WITNESS POST, AND 0.2 M (0.7 FT) BELOW
 AC8452'THE LEVEL OF THE HIGHWAY.
 AC8452
 AC8452                          STATION RECOVERY (2005)
 AC8452
 AC8452'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8418 ***********************************************************************
 AC8418  DESIGNATION -  S 1519
 AC8418  PID         -  AC8418
 AC8418  STATE/COUNTY-  TX/SAN PATRICIO
 AC8418  USGS QUAD   -  GREGORY (1975)
 AC8418
 AC8418                         *CURRENT SURVEY CONTROL
 AC8418  ___________________________________________________________________
 AC8418* NAD 83(1986)-  27 52 49.     (N)    097 19 12.     (W)     SCALED    
 AC8418* NAVD 88     -        13.653  (meters)      44.79   (feet)  ADJUSTED  
 AC8418  ___________________________________________________________________
 AC8418  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AC8418  DYNAMIC HT  -          13.632 (meters)      44.72  (feet)  COMP
 AC8418  MODELED GRAV-     979,135.1   (mgal)                       NAVD 88
 AC8418
 AC8418  VERT ORDER  -  FIRST     CLASS II
 AC8418
 AC8418.The horizontal coordinates were scaled from a topographic map and have
 AC8418.an estimated accuracy of +/- 6 seconds.
 AC8418
 AC8418.The orthometric height was determined by differential leveling
 AC8418.and adjusted by the National Geodetic Survey in December 1997..
 AC8418
 AC8418.The geoid height was determined by GEOID03.
 AC8418
 AC8418.The dynamic height is computed by dividing the NAVD 88
 AC8418.geopotential number by the normal gravity value computed on the
 AC8418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8418.degrees latitude (g = 980.6199 gals.).
 AC8418
 AC8418.The modeled gravity was interpolated from observed gravity values.
 AC8418
 AC8418;                    North         East    Units  Estimated Accuracy
 AC8418;SPC TX S     - 5,245,800.      416,200.      MT  (+/- 180 meters Scaled)
 AC8418
 AC8418                          SUPERSEDED SURVEY CONTROL
 AC8418
 AC8418.No superseded survey control is available for this station.
 AC8418
 AC8418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR653850(NAD 83)
 AC8418_MARKER: DV = VERTICAL CONTROL DISK
 AC8418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8418_SP_SET: OVERPASS ABUTMENT
 AC8418_STAMPING: S 1519 1997
 AC8418_MARK LOGO: NGS   
 AC8418_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8418+STABILITY: POSITION/ELEVATION WELL
 AC8418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8418+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8418
 AC8418  HISTORY     - Date     Condition        Report By
 AC8418  HISTORY     - 1997     MONUMENTED       NGS
 AC8418
 AC8418                          STATION DESCRIPTION
 AC8418
 AC8418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8418'IN PORTLAND, AT THE INTERSECTION OF FARM ROAD 2986 AND U.S.  HIGHWAY
 AC8418'181, IN TOP OF AND 0.7 M (2.3 FT) NORTHWEST OF THE SOUTHEAST END OF
 AC8418'THE SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE ROAD,
 AC8418'135.0 M (442.9 FT) SOUTHWEST OF THE ROAD CENTER, 6.4 M (21.0 FT)
 AC8418'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 AC8418'AND 0.6 M (2.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF A BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0116 ***********************************************************************
 CS0116  DESIGNATION -  S 152
 CS0116  PID         -  CS0116
 CS0116  STATE/COUNTY-  TX/KAUFMAN
 CS0116  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0116
 CS0116                         *CURRENT SURVEY CONTROL
 CS0116  ___________________________________________________________________
 CS0116* NAD 83(1986)-  32 38 10.     (N)    096 16 45.     (W)     SCALED    
 CS0116* NAVD 88     -       130.548  (meters)     428.31   (feet)  ADJUSTED  
 CS0116  ___________________________________________________________________
 CS0116  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0116  DYNAMIC HT  -         130.402 (meters)     427.83  (feet)  COMP
 CS0116  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 CS0116
 CS0116  VERT ORDER  -  SECOND    CLASS 0
 CS0116
 CS0116.The horizontal coordinates were scaled from a topographic map and have
 CS0116.an estimated accuracy of +/- 6 seconds.
 CS0116
 CS0116.The orthometric height was determined by differential leveling
 CS0116.and adjusted by the National Geodetic Survey in June 1991..
 CS0116
 CS0116.The geoid height was determined by GEOID03.
 CS0116
 CS0116.The dynamic height is computed by dividing the NAVD 88
 CS0116.geopotential number by the normal gravity value computed on the
 CS0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0116.degrees latitude (g = 980.6199 gals.).
 CS0116
 CS0116.The modeled gravity was interpolated from observed gravity values.
 CS0116
 CS0116;                    North         East    Units  Estimated Accuracy
 CS0116;SPC TXNC     - 2,109,700.      808,360.      MT  (+/- 180 meters Scaled)
 CS0116
 CS0116                          SUPERSEDED SURVEY CONTROL
 CS0116
 CS0116  NGVD 29 (??/??/92)  130.553  (m)          428.32   (f) ADJ UNCH    2 0
 CS0116
 CS0116.Superseded values are not recommended for survey control.
 CS0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0116.See file dsdata.txt to determine how the superseded data were derived.
 CS0116
 CS0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB552142(NAD 83)
 CS0116_MARKER: DB = BENCH MARK DISK
 CS0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0116_STAMPING: S 152 1933
 CS0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0116+STABILITY: SURFACE MOTION
 CS0116
 CS0116  HISTORY     - Date     Condition        Report By
 CS0116  HISTORY     - 1933     MONUMENTED       CGS
 CS0116  HISTORY     - 1946     GOOD             NGS
 CS0116
 CS0116                          STATION DESCRIPTION
 CS0116
 CS0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0116'3.7 MI N FROM KAUFMAN.
 CS0116'3.7 MILES NORTH OF, ALONG TEXAS AND NEW ORLEANS RR. TO PARIS.  20 FEET
 CS0116'SOUTH OF MILEPOST 34.  60 FEET NORTH OF A PRIVATE DIRT ROAD CROSSING
 CS0116'TRACK.  OPPOSITE CATTLE GUARD NO. 33 G.  94 FEET EAST OF TRACK C.L. 2
 CS0116'FEET WEST OF FENCE, IN RR. RIGHT OF WAY.  TABLET SET IN TOP OF
 CS0116'CONCRETE POST.
 CS0116
 CS0116                          STATION RECOVERY (1946)
 CS0116
 CS0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6871 ***********************************************************************
 AE6871  DESIGNATION -  S 1520
 AE6871  PID         -  AE6871
 AE6871  STATE/COUNTY-  TX/GARZA
 AE6871  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 AE6871
 AE6871                         *CURRENT SURVEY CONTROL
 AE6871  ___________________________________________________________________
 AE6871* NAD 83(1986)-  32 58 51.     (N)    101 05 52.     (W)     SCALED    
 AE6871* NAVD 88     -       707.909  (meters)    2322.53   (feet)  ADJUSTED  
 AE6871  ___________________________________________________________________
 AE6871  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AE6871  DYNAMIC HT  -         707.008 (meters)    2319.58  (feet)  COMP
 AE6871  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 AE6871
 AE6871  VERT ORDER  -  FIRST     CLASS II
 AE6871
 AE6871.The horizontal coordinates were scaled from a topographic map and have
 AE6871.an estimated accuracy of +/- 6 seconds.
 AE6871
 AE6871.The orthometric height was determined by differential leveling
 AE6871.and adjusted by the National Geodetic Survey in July 2002..
 AE6871
 AE6871.The geoid height was determined by GEOID03.
 AE6871
 AE6871.The dynamic height is computed by dividing the NAVD 88
 AE6871.geopotential number by the normal gravity value computed on the
 AE6871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6871.degrees latitude (g = 980.6199 gals.).
 AE6871
 AE6871.The modeled gravity was interpolated from observed gravity values.
 AE6871
 AE6871;                    North         East    Units  Estimated Accuracy
 AE6871;SPC TXNC     - 2,148,730.      357,230.      MT  (+/- 180 meters Scaled)
 AE6871
 AE6871                          SUPERSEDED SURVEY CONTROL
 AE6871
 AE6871.No superseded survey control is available for this station.
 AE6871
 AE6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB039511(NAD 83)
 AE6871_MARKER: DV = VERTICAL CONTROL DISK
 AE6871_SETTING: 66 = SET IN ROCK OUTCROP
 AE6871_STAMPING: S 1520 1997
 AE6871_MARK LOGO: NGS   
 AE6871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6871+STABILITY: POSITION/ELEVATION WELL
 AE6871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6871+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6871
 AE6871  HISTORY     - Date     Condition        Report By
 AE6871  HISTORY     - 1997     MONUMENTED       NGS
 AE6871
 AE6871                          STATION DESCRIPTION
 AE6871
 AE6871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6871'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6871'OF STATE HIGHWAY 208 IN SNYDER, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG
 AE6871'A GRAVELED ROAD, NEAR THE SOUTHEAST END OF A 6 BY 15-FOOT AREA OF
 AE6871'OUTCROPPING BEDROCK, 119.0 M (390.4 FT) NORTHEAST OF THE NORTHEAST END
 AE6871'OF A BRIDGE SPANNING ROCKY CREEK, 15.2 M (49.9 FT) SOUTHEAST OF THE
 AE6871'ROAD CENTER, 1.0 M (3.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 AE6871'OUTCROP, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0
 AE6871'FT) NORTHWEST OF A WITNESS POST.  NOTE--THE MARK IS ON PROPERTY OWNED
 AE6871'BY THE COVERED S RANCH, CONTACT RUDY GONZALES, MANAGER, 9204 LP FALLS
 AE6871'RANCH ROAD, SNYDER, TX 79549, TELEPHONE NUMBER (915) 573-9056.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ9022 ***********************************************************************
 AJ9022  DESIGNATION -  S 1520
 AJ9022  PID         -  AJ9022
 AJ9022  STATE/COUNTY-  TX/DEAF SMITH
 AJ9022  USGS QUAD   -  HEREFORD (1970)
 AJ9022
 AJ9022                         *CURRENT SURVEY CONTROL
 AJ9022  ___________________________________________________________________
 AJ9022* NAD 83(1986)-  34 48 15.     (N)    102 25 24.     (W)     SCALED    
 AJ9022* NAVD 88     -      1164.994  (meters)    3822.15   (feet)  ADJUSTED  
 AJ9022  ___________________________________________________________________
 AJ9022  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AJ9022  DYNAMIC HT  -        1163.522 (meters)    3817.32  (feet)  COMP
 AJ9022  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
 AJ9022
 AJ9022  VERT ORDER  -  FIRST     CLASS II
 AJ9022
 AJ9022.The horizontal coordinates were scaled from a topographic map and have
 AJ9022.an estimated accuracy of +/- 6 seconds.
 AJ9022
 AJ9022.The orthometric height was determined by differential leveling
 AJ9022.and adjusted by the National Geodetic Survey in May 2002..
 AJ9022.No vertical observational check was made to the station.
 AJ9022
 AJ9022.The geoid height was determined by GEOID03.
 AJ9022
 AJ9022.The dynamic height is computed by dividing the NAVD 88
 AJ9022.geopotential number by the normal gravity value computed on the
 AJ9022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9022.degrees latitude (g = 980.6199 gals.).
 AJ9022
 AJ9022.The modeled gravity was interpolated from observed gravity values.
 AJ9022
 AJ9022;                    North         East    Units  Estimated Accuracy
 AJ9022;SPC TX N     - 1,089,610.      115,510.      MT  (+/- 180 meters Scaled)
 AJ9022
 AJ9022                          SUPERSEDED SURVEY CONTROL
 AJ9022
 AJ9022.No superseded survey control is available for this station.
 AJ9022
 AJ9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU357543(NAD 83)
 AJ9022_MARKER: DV = VERTICAL CONTROL DISK
 AJ9022_SETTING: 66 = SET IN ROCK OUTCROP
 AJ9022_STAMPING: S 1520 2002
 AJ9022_MARK LOGO: NGS   
 AJ9022_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ9022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9022+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 AJ9022
 AJ9022  HISTORY     - Date     Condition        Report By
 AJ9022  HISTORY     - 20020320 MONUMENTED       NGS
 AJ9022
 AJ9022                          STATION DESCRIPTION
 AJ9022
 AJ9022'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ9022'0.8 KM SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION OF
 AJ9022'U.S. HIGHWAY 385 IN
 AJ9022'HEREFORD, THENCE 0.97 KM WESTERLY ALONG FARM ROAD 2856, THENCE 0.48 KM
 AJ9022'SOUTHERLY
 AJ9022'ALONG COUNTY ROAD H, AT A TRUCK ENTRANCE FOR PM AG PRODUCTS, SET IN
 AJ9022'TOP OF A ROCK
 AJ9022'OUTCROP SOUTHEAST OF A FENCE. 17.4 M EAST OF THE CENTER OF THE ROAD,
 AJ9022'11.2 M NORTH OF THE
 AJ9022'CENTER OF THE ENTRANCE ROAD, AND 2.8 M SOUTHEAST OF THE SOUTHEAST LEG
 AJ9022'OF A SIGN.
 AJ9022'NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY.
 AJ9022'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0454 ***********************************************************************
 DM0454  DESIGNATION -  S 155
 DM0454  PID         -  DM0454
 DM0454  STATE/COUNTY-  TX/RED RIVER
 DM0454  USGS QUAD   -  BOGATA (1964)
 DM0454
 DM0454                         *CURRENT SURVEY CONTROL
 DM0454  ___________________________________________________________________
 DM0454* NAD 83(1986)-  33 25 14.     (N)    095 10 17.     (W)     SCALED    
 DM0454* NAVD 88     -       107.877  (meters)     353.93   (feet)  ADJUSTED  
 DM0454  ___________________________________________________________________
 DM0454  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DM0454  DYNAMIC HT  -         107.763 (meters)     353.55  (feet)  COMP
 DM0454  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 DM0454
 DM0454  VERT ORDER  -  SECOND    CLASS 0
 DM0454
 DM0454.The horizontal coordinates were scaled from a topographic map and have
 DM0454.an estimated accuracy of +/- 6 seconds.
 DM0454
 DM0454.The orthometric height was determined by differential leveling
 DM0454.and adjusted by the National Geodetic Survey in June 1991..
 DM0454
 DM0454.The geoid height was determined by GEOID03.
 DM0454
 DM0454.The dynamic height is computed by dividing the NAVD 88
 DM0454.geopotential number by the normal gravity value computed on the
 DM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0454.degrees latitude (g = 980.6199 gals.).
 DM0454
 DM0454.The modeled gravity was interpolated from observed gravity values.
 DM0454
 DM0454;                    North         East    Units  Estimated Accuracy
 DM0454;SPC TXNC     - 2,199,390.      909,500.      MT  (+/- 180 meters Scaled)
 DM0454
 DM0454                          SUPERSEDED SURVEY CONTROL
 DM0454
 DM0454  NGVD 29 (??/??/92)  107.881  (m)          353.94   (f) ADJ UNCH    2 0
 DM0454
 DM0454.Superseded values are not recommended for survey control.
 DM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0454.See file dsdata.txt to determine how the superseded data were derived.
 DM0454
 DM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT981000(NAD 83)
 DM0454_MARKER: DB = BENCH MARK DISK
 DM0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0454_STAMPING: S 155 1933
 DM0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0454+STABILITY: SURFACE MOTION
 DM0454
 DM0454  HISTORY     - Date     Condition        Report By
 DM0454  HISTORY     - 1933     MONUMENTED       CGS
 DM0454  HISTORY     - 1935     GOOD             NGS
 DM0454
 DM0454                          STATION DESCRIPTION
 DM0454
 DM0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0454'4.3 MI SE FROM BOGATA.
 DM0454'4.3 MILES SOUTHEAST OF, ALONG P. AND M.P.RY.  CONCRETE POST, AT
 DM0454'JOHNTOWN SIDING, IN NORTHWEST CORNER OF GROUNDS OF JOHNTOWN SCHOOL, 18
 DM0454'FEET SOUTH OF NORTH FENCE, 36 FEET EAST OF STREET CENTER-LINE, 12 FEET
 DM0454'EAST OF OAK TREE.  TABLET ON TOP OF CONCRETE POST.
 DM0454
 DM0454                          STATION RECOVERY (1935)
 DM0454
 DM0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0180 ***********************************************************************
 DM0180  DESIGNATION -  S 157
 DM0180  PID         -  DM0180
 DM0180  STATE/COUNTY-  TX/BOWIE
 DM0180  USGS QUAD   -  MAUD (1975)
 DM0180
 DM0180                         *CURRENT SURVEY CONTROL
 DM0180  ___________________________________________________________________
 DM0180* NAD 83(1986)-  33 19 43.     (N)    094 21 34.     (W)     SCALED    
 DM0180* NAVD 88     -        91.091  (meters)     298.85   (feet)  ADJUSTED  
 DM0180  ___________________________________________________________________
 DM0180  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0180  DYNAMIC HT  -          90.993 (meters)     298.53  (feet)  COMP
 DM0180  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 DM0180
 DM0180  VERT ORDER  -  SECOND    CLASS 0
 DM0180
 DM0180.The horizontal coordinates were scaled from a topographic map and have
 DM0180.an estimated accuracy of +/- 6 seconds.
 DM0180
 DM0180.The orthometric height was determined by differential leveling
 DM0180.and adjusted by the National Geodetic Survey in June 1991..
 DM0180
 DM0180.The geoid height was determined by GEOID03.
 DM0180
 DM0180.The dynamic height is computed by dividing the NAVD 88
 DM0180.geopotential number by the normal gravity value computed on the
 DM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0180.degrees latitude (g = 980.6199 gals.).
 DM0180
 DM0180.The modeled gravity was interpolated from observed gravity values.
 DM0180
 DM0180;                    North         East    Units  Estimated Accuracy
 DM0180;SPC TXNC     - 2,191,890.      985,360.      MT  (+/- 180 meters Scaled)
 DM0180
 DM0180                          SUPERSEDED SURVEY CONTROL
 DM0180
 DM0180  NGVD 29 (??/??/92)   91.106  (m)          298.90   (f) ADJ UNCH    2 0
 DM0180
 DM0180.Superseded values are not recommended for survey control.
 DM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0180.See file dsdata.txt to determine how the superseded data were derived.
 DM0180
 DM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS734885(NAD 83)
 DM0180_MARKER: DB = BENCH MARK DISK
 DM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0180_STAMPING: S 157 1934
 DM0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0180+STABILITY: SURFACE MOTION
 DM0180
 DM0180  HISTORY     - Date     Condition        Report By
 DM0180  HISTORY     - 1934     MONUMENTED       CGS
 DM0180  HISTORY     - 1935     GOOD             NGS
 DM0180
 DM0180                          STATION DESCRIPTION
 DM0180
 DM0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0180'1.0 MI W FROM MAUD.
 DM0180'1.0 MILE WEST OF, ALONG ST.L.-S.W.RY.  ABOUT 1 MILE WEST OF MAUD. 5TH
 DM0180'TELEGRAPH POLE WEST OF MILEPOST 438, 8 FEET WEST OF.  50 FEET SOUTH OF
 DM0180'HIGHWAY US. 67.  35 FEET NORTH OF TRACK C.L.  13 FEET SOUTH OF RIGHT
 DM0180'OF WAY FENCE OF RR.  TABLET SET IN TOP OF CONCRETE POST.
 DM0180
 DM0180                          STATION RECOVERY (1935)
 DM0180
 DM0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0361 ***********************************************************************
 CC0361  DESIGNATION -  S 16
 CC0361  PID         -  CC0361
 CC0361  STATE/COUNTY-  TX/REEVES
 CC0361  USGS QUAD   -  TOYAH (1970)
 CC0361
 CC0361                         *CURRENT SURVEY CONTROL
 CC0361  ___________________________________________________________________
 CC0361* NAD 83(1986)-  31 16 42.     (N)    103 50 37.     (W)     SCALED    
 CC0361* NAVD 88     -       920.406  (meters)    3019.70   (feet)  ADJUSTED  
 CC0361  ___________________________________________________________________
 CC0361  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CC0361  DYNAMIC HT  -         919.044 (meters)    3015.23  (feet)  COMP
 CC0361  MODELED GRAV-     979,130.1   (mgal)                       NAVD 88
 CC0361
 CC0361  VERT ORDER  -  FIRST     CLASS II
 CC0361
 CC0361.The horizontal coordinates were scaled from a topographic map and have
 CC0361.an estimated accuracy of +/- 6 seconds.
 CC0361
 CC0361.The orthometric height was determined by differential leveling
 CC0361.and adjusted by the National Geodetic Survey in June 1991..
 CC0361
 CC0361.The geoid height was determined by GEOID03.
 CC0361
 CC0361.The dynamic height is computed by dividing the NAVD 88
 CC0361.geopotential number by the normal gravity value computed on the
 CC0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0361.degrees latitude (g = 980.6199 gals.).
 CC0361
 CC0361.The modeled gravity was interpolated from observed gravity values.
 CC0361
 CC0361;                    North         East    Units  Estimated Accuracy
 CC0361;SPC TX C     - 3,183,940.      365,820.      MT  (+/- 180 meters Scaled)
 CC0361
 CC0361                          SUPERSEDED SURVEY CONTROL
 CC0361
 CC0361  NGVD 29 (??/??/92)  920.040  (m)         3018.50   (f) ADJ UNCH    1 2
 CC0361
 CC0361.Superseded values are not recommended for survey control.
 CC0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0361.See file dsdata.txt to determine how the superseded data were derived.
 CC0361
 CC0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ100610(NAD 83)
 CC0361_MARKER: P = PIPE CAP
 CC0361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0361_STAMPING: S 16 ELEV 3018.498 FT
 CC0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0361
 CC0361  HISTORY     - Date     Condition        Report By
 CC0361  HISTORY     - UNK      MONUMENTED       CGS
 CC0361  HISTORY     - 1956     GOOD             NGS
 CC0361  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0361
 CC0361                          STATION DESCRIPTION
 CC0361
 CC0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0361'4.0 MI SW FROM TOYAH.
 CC0361'4.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0361'STATION AT TOYAH, 1 POLE SOUTHWEST OF MILEPOST 670, 44.4 FEET
 CC0361'NORTHWEST OF THE NORTHWEST RAIL, 2.8 FEET SOUTHEAST OF A WITNESS POST,
 CC0361'SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.2 FEET
 CC0361'ABOVE THE GROUND.
 CC0361
 CC0361                          STATION RECOVERY (1981)
 CC0361
 CC0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0361'NOTE=THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2044 ***********************************************************************
 AW2044  DESIGNATION -  S 16
 AW2044  PID         -  AW2044
 AW2044  STATE/COUNTY-  TX/HARRIS
 AW2044  USGS QUAD   -  ALMEDA (1995)
 AW2044
 AW2044                         *CURRENT SURVEY CONTROL
 AW2044  ___________________________________________________________________
 AW2044* NAD 83(1986)-  29 35 46.     (N)    095 25 37.     (W)     SCALED    
 AW2044* NAVD 88     -        17.546  (meters)      57.57   (feet)  ADJUSTED  
 AW2044  ___________________________________________________________________
 AW2044  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW2044  DYNAMIC HT  -          17.522 (meters)      57.49  (feet)  COMP
 AW2044  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AW2044
 AW2044  VERT ORDER  -  FIRST     CLASS II
 AW2044
 AW2044.The horizontal coordinates were scaled from a topographic map and have
 AW2044.an estimated accuracy of +/- 6 seconds.
 AW2044
 AW2044.The orthometric height was determined by differential leveling
 AW2044.and adjusted by the National Geodetic Survey in June 1991..
 AW2044
 AW2044.The geoid height was determined by GEOID03.
 AW2044
 AW2044.The dynamic height is computed by dividing the NAVD 88
 AW2044.geopotential number by the normal gravity value computed on the
 AW2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2044.degrees latitude (g = 980.6199 gals.).
 AW2044
 AW2044.The modeled gravity was interpolated from observed gravity values.
 AW2044
 AW2044;                    North         East    Units  Estimated Accuracy
 AW2044;SPC TXSC     - 4,200,650.      946,040.      MT  (+/- 180 meters Scaled)
 AW2044
 AW2044                          SUPERSEDED SURVEY CONTROL
 AW2044
 AW2044  NGVD 29 (12/23/87)   17.543  (m)           57.56   (f) ADJUSTED    1 2
 AW2044
 AW2044.Superseded values are not recommended for survey control.
 AW2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2044.See file dsdata.txt to determine how the superseded data were derived.
 AW2044
 AW2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN649764(NAD 83)
 AW2044_MARKER: DD = SURVEY DISK
 AW2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2044_SP_SET: CONCRETE POST
 AW2044_STAMPING: S 16
 AW2044_MARK LOGO: TXHD  
 AW2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2044+STABILITY: SURFACE MOTION
 AW2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2044+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2044
 AW2044  HISTORY     - Date     Condition        Report By
 AW2044  HISTORY     - UNK      MONUMENTED       TXHD
 AW2044  HISTORY     - 1973     GOOD             NGS
 AW2044  HISTORY     - 1978     GOOD             NGS
 AW2044  HISTORY     - 1987     GOOD             USPSQD
 AW2044  HISTORY     - 1987     GOOD             USPSQD
 AW2044  HISTORY     - 1987     GOOD             NGS
 AW2044  HISTORY     - 1988     GOOD             USPSQD
 AW2044  HISTORY     - 1988     GOOD             USPSQD
 AW2044  HISTORY     - 1989     GOOD             USPSQD
 AW2044  HISTORY     - 1989     GOOD             USPSQD
 AW2044  HISTORY     - 1989     GOOD             USPSQD
 AW2044  HISTORY     - 19900805 GOOD             USPSQD
 AW2044  HISTORY     - 19901208 GOOD             USPSQD
 AW2044  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2044  HISTORY     - 20040216 GOOD             USPSQD
 AW2044  HISTORY     - 20050217 GOOD             USPSQD
 AW2044
 AW2044                          STATION DESCRIPTION
 AW2044
 AW2044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2044'0.7 MI S FROM ALMEDA.
 AW2044'0.7 MILE SOUTH ALONG STATE HIGHWAY 288 (ALMEDA ROAD) FROM THE JUNCTION
 AW2044'OF ANDERSON ROAD AT ALMEDA, 0.2 MILE SOUTH OF THE JUNCTION OF FELLOWS
 AW2044'ROAD, 0.05 MILE NORTH OF THE JUNCTION OF WHITE ROAD, 51 FEET WEST OF
 AW2044'THE CENTER LINE OF THE HIGHWAY, 77 1/2 FEET NORTH OF THE FIRST POWER
 AW2044'POLE NORTH OF A SERVICE STATION ENTRANCE, 30 FEET SOUTH OF A TELEPHONE
 AW2044'POLE, 1.8 FEET SOUTH OF A HIGHWAY REFLECTORS POST, 1.2 FEET NORTH OF A
 AW2044'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 AW2044'CONCRETE POST FLUSH WITH THE GROUND.
 AW2044
 AW2044                          STATION RECOVERY (1978)
 AW2044
 AW2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2044'RECOVERED IN GOOD CONDITION.
 AW2044
 AW2044                          STATION RECOVERY (1987)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2044'RECOVERED IN GOOD CONDITION.
 AW2044
 AW2044                          STATION RECOVERY (1987)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2044'RECOVERED IN GOOD CONDITION.
 AW2044
 AW2044                          STATION RECOVERY (1987)
 AW2044
 AW2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2044'RECOVERED IN GOOD CONDITION.
 AW2044
 AW2044                          STATION RECOVERY (1988)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2044'RECOVERED IN GOOD CONDITION.
 AW2044
 AW2044                          STATION RECOVERY (1988)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2044'RECOVERED IN GOOD CONDITION.
 AW2044
 AW2044                          STATION RECOVERY (1989)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2044'RECOVERED IN GOOD CONDITION.
 AW2044
 AW2044                          STATION RECOVERY (1989)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2044'RECOVERED IN GOOD CONDITION.
 AW2044
 AW2044                          STATION RECOVERY (1989)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2044'RECOVERED IN GOOD CONDITION.
 AW2044
 AW2044                          STATION RECOVERY (1990)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2044'RECOVERED IN GOOD CONDITION.
 AW2044
 AW2044                          STATION RECOVERY (1990)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2044'RECOVERED IN GOOD CONDITION.
 AW2044
 AW2044                          STATION RECOVERY (1997)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2044'MARK NOT FOUND.
 AW2044
 AW2044                          STATION RECOVERY (2004)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2044'GO TO N 29 35 45.1 W 095 25 36.6
 AW2044
 AW2044                          STATION RECOVERY (2005)
 AW2044
 AW2044'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0178 ***********************************************************************
 CR0178  DESIGNATION -  S 160
 CR0178  PID         -  CR0178
 CR0178  STATE/COUNTY-  TX/RUSK
 CR0178  USGS QUAD   -  KILGORE SW (1971)
 CR0178
 CR0178                         *CURRENT SURVEY CONTROL
 CR0178  ___________________________________________________________________
 CR0178* NAD 83(1986)-  32 19 56.     (N)    094 56 32.     (W)     SCALED    
 CR0178* NAVD 88     -       100.814  (meters)     330.75   (feet)  ADJUSTED  
 CR0178  ___________________________________________________________________
 CR0178  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0178  DYNAMIC HT  -         100.697 (meters)     330.37  (feet)  COMP
 CR0178  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 CR0178
 CR0178  VERT ORDER  -  SECOND    CLASS 0
 CR0178
 CR0178.The horizontal coordinates were scaled from a topographic map and have
 CR0178.an estimated accuracy of +/- 6 seconds.
 CR0178
 CR0178.The orthometric height was determined by differential leveling
 CR0178.and adjusted by the National Geodetic Survey in June 1991..
 CR0178
 CR0178.The geoid height was determined by GEOID03.
 CR0178
 CR0178.The dynamic height is computed by dividing the NAVD 88
 CR0178.geopotential number by the normal gravity value computed on the
 CR0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0178.degrees latitude (g = 980.6199 gals.).
 CR0178
 CR0178.The modeled gravity was interpolated from observed gravity values.
 CR0178
 CR0178;                    North         East    Units  Estimated Accuracy
 CR0178;SPC TXNC     - 2,079,480.      934,890.      MT  (+/- 180 meters Scaled)
 CR0178
 CR0178                          SUPERSEDED SURVEY CONTROL
 CR0178
 CR0178  NGVD 29 (??/??/92)  100.839  (m)          330.84   (f) ADJ UNCH    2 0
 CR0178
 CR0178.Superseded values are not recommended for survey control.
 CR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0178.See file dsdata.txt to determine how the superseded data were derived.
 CR0178
 CR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR171789(NAD 83)
 CR0178_MARKER: DB = BENCH MARK DISK
 CR0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0178_STAMPING: S-160 1934
 CR0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0178+STABILITY: SURFACE MOTION
 CR0178
 CR0178  HISTORY     - Date     Condition        Report By
 CR0178  HISTORY     - 1934     MONUMENTED       CGS
 CR0178  HISTORY     - 1971     MARK NOT FOUND   USGS
 CR0178  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0178
 CR0178                          STATION DESCRIPTION
 CR0178
 CR0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0178'17.7 MI SW FROM LONGVIEW.
 CR0178'17.7 MILES SOUTHWEST OF, ALONG I. AND G.N.R.R.  AT REEDS SWITCH, 550
 CR0178'FEET SOUTHWEST OF POLE 63/20, 138 FEET NORTHEAST OF STATION MARKER
 CR0178'REEDS, 100 FEET NORTHEAST OF ROAD CROSSING THE TRACKS AND 32 FEET
 CR0178'SOUTHEAST OF MAIN LINE TRACK.  TABLET SET IN A PRECAST POST STAMPED,
 CR0178'S-160, 1934.  NOTE-- RR CONSTR. IN AREA.
 CR0178
 CR0178                          STATION RECOVERY (1971)
 CR0178
 CR0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CR0178'MARK NOT FOUND.
 CR0178
 CR0178                          STATION RECOVERY (2004)
 CR0178
 CR0178'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0517 ***********************************************************************
 CR0517  DESIGNATION -  S 162
 CR0517  PID         -  CR0517
 CR0517  STATE/COUNTY-  TX/HENDERSON
 CR0517  USGS QUAD   -  LA RUE (1984)
 CR0517
 CR0517                         *CURRENT SURVEY CONTROL
 CR0517  ___________________________________________________________________
 CR0517* NAD 83(1986)-  32 06 59.     (N)    095 40 37.     (W)     SCALED    
 CR0517* NAVD 88     -       140.769  (meters)     461.84   (feet)  ADJUSTED  
 CR0517  ___________________________________________________________________
 CR0517  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CR0517  DYNAMIC HT  -         140.603 (meters)     461.30  (feet)  COMP
 CR0517  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 CR0517
 CR0517  VERT ORDER  -  SECOND    CLASS 0
 CR0517
 CR0517.The horizontal coordinates were scaled from a topographic map and have
 CR0517.an estimated accuracy of +/- 6 seconds.
 CR0517
 CR0517.The orthometric height was determined by differential leveling
 CR0517.and adjusted by the National Geodetic Survey in June 1991..
 CR0517
 CR0517.The geoid height was determined by GEOID03.
 CR0517
 CR0517.The dynamic height is computed by dividing the NAVD 88
 CR0517.geopotential number by the normal gravity value computed on the
 CR0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0517.degrees latitude (g = 980.6199 gals.).
 CR0517
 CR0517.The modeled gravity was interpolated from observed gravity values.
 CR0517
 CR0517;                    North         East    Units  Estimated Accuracy
 CR0517;SPC TXNC     - 2,053,450.      866,390.      MT  (+/- 180 meters Scaled)
 CR0517
 CR0517                          SUPERSEDED SURVEY CONTROL
 CR0517
 CR0517  NGVD 29 (??/??/92)  140.786  (m)          461.90   (f) ADJ UNCH    2 0
 CR0517
 CR0517.Superseded values are not recommended for survey control.
 CR0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0517.See file dsdata.txt to determine how the superseded data were derived.
 CR0517
 CR0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR474564(NAD 83)
 CR0517_MARKER: DB = BENCH MARK DISK
 CR0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0517_SP_SET: CULVERT
 CR0517_STAMPING: S-162 1934
 CR0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0517
 CR0517  HISTORY     - Date     Condition        Report By
 CR0517  HISTORY     - 1934     MONUMENTED       CGS
 CR0517
 CR0517                          STATION DESCRIPTION
 CR0517
 CR0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0517'13.2 MI SE FROM ATHENS.
 CR0517'13.2 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  IN LARUE.  700 FEET
 CR0517'SOUTH WEST OF MAIN LINE TRACK, ALONG MAIN STREET, 27 FEET SOUTHEAST OF
 CR0517'STREET RIGHT OF WAY FENCE, 15 FEET NORTHWEST OF CENTER LINE OF STREET,
 CR0517'IN NORTHEAST END OF NORTHWEST HEADWALL OF CULVERT UNDER MAIN STREET.
 CR0517'TABLET SET HORIZONTALLY IN CONCRETE HEADWALL STAMPED, S-162, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0531 ***********************************************************************
 BL0531  DESIGNATION -  S 163
 BL0531  PID         -  BL0531
 BL0531  STATE/COUNTY-  TX/POLK
 BL0531  USGS QUAD   -  CORRIGAN (1984)
 BL0531
 BL0531                         *CURRENT SURVEY CONTROL
 BL0531  ___________________________________________________________________
 BL0531* NAD 83(1986)-  30 55 17.     (N)    094 49 56.     (W)     SCALED    
 BL0531* NAVD 88     -        94.81   (+/-2cm)     311.1    (feet)  VERTCON   
 BL0531  ___________________________________________________________________
 BL0531  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0531
 BL0531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0531
 BL0531.The horizontal coordinates were scaled from a topographic map and have
 BL0531.an estimated accuracy of +/- 6 seconds.
 BL0531
 BL0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0531.The vertical order pertains to the NGVD 29 superseded value.
 BL0531
 BL0531.The geoid height was determined by GEOID03.
 BL0531
 BL0531;                    North         East    Units  Estimated Accuracy
 BL0531;SPC TX C     - 3,152,090.    1,225,530.      MT  (+/- 180 meters Scaled)
 BL0531
 BL0531                          SUPERSEDED SURVEY CONTROL
 BL0531
 BL0531  NGVD 29 (??/??/92)   94.820  (m)          311.09   (f) ADJ UNCH    2 0
 BL0531
 BL0531.Superseded values are not recommended for survey control.
 BL0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0531.See file dsdata.txt to determine how the superseded data were derived.
 BL0531
 BL0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ249223(NAD 83)
 BL0531_MARKER: DB = BENCH MARK DISK
 BL0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0531_STAMPING: S 163 1934 311.200
 BL0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0531+STABILITY: SURFACE MOTION
 BL0531
 BL0531  HISTORY     - Date     Condition        Report By
 BL0531  HISTORY     - 1934     MONUMENTED       CGS
 BL0531  HISTORY     - 1949     GOOD             NGS
 BL0531  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0531  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0531
 BL0531                          STATION DESCRIPTION
 BL0531
 BL0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0531'IN MOSCOW.
 BL0531'AT MOSCOW, ALONG THE TEXAS AND NEW ORLEANS RAILWAY, 26.4 FEET WEST OF
 BL0531'THE WEST RAIL OF THE MAIN TRACK, 21.3 FEET NORTH-NORTHWEST OF THE
 BL0531'NORTHEAST CORNER OF THE STATION, 26.8 FEET NORTHEAST OF THE NORTHWEST
 BL0531'CORNER OF THE STATION, 13.0 FEET NORTHEAST OF A TELEPHONE POLE, 8.0
 BL0531'FEET SOUTHEAST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST
 BL0531'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BL0531
 BL0531                          STATION RECOVERY (1977)
 BL0531
 BL0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0531'MARK NOT FOUND.
 BL0531
 BL0531                          STATION RECOVERY (1997)
 BL0531
 BL0531'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0563 ***********************************************************************
 BL0563  DESIGNATION -  S 164
 BL0563  PID         -  BL0563
 BL0563  STATE/COUNTY-  TX/POLK
 BL0563  USGS QUAD   -  LIVINGSTON (1984)
 BL0563
 BL0563                         *CURRENT SURVEY CONTROL
 BL0563  ___________________________________________________________________
 BL0563* NAD 83(1986)-  30 42 43.     (N)    094 53 59.     (W)     SCALED    
 BL0563* NAVD 88     -        68.33   (+/-2cm)     224.2    (feet)  VERTCON   
 BL0563  ___________________________________________________________________
 BL0563  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL0563
 BL0563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0563
 BL0563.The horizontal coordinates were scaled from a topographic map and have
 BL0563.an estimated accuracy of +/- 6 seconds.
 BL0563
 BL0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0563.The vertical order pertains to the NGVD 29 superseded value.
 BL0563
 BL0563.The geoid height was determined by GEOID03.
 BL0563
 BL0563;                    North         East    Units  Estimated Accuracy
 BL0563;SPC TX C     - 3,128,580.    1,220,220.      MT  (+/- 180 meters Scaled)
 BL0563
 BL0563                          SUPERSEDED SURVEY CONTROL
 BL0563
 BL0563  NGVD 29 (??/??/92)   68.332  (m)          224.19   (f) ADJ UNCH    2 0
 BL0563
 BL0563.Superseded values are not recommended for survey control.
 BL0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0563.See file dsdata.txt to determine how the superseded data were derived.
 BL0563
 BL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP180992(NAD 83)
 BL0563_MARKER: DB = BENCH MARK DISK
 BL0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0563_STAMPING: 224.284 S 164 1934
 BL0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0563+STABILITY: SURFACE MOTION
 BL0563
 BL0563  HISTORY     - Date     Condition        Report By
 BL0563  HISTORY     - 1934     MONUMENTED       CGS
 BL0563  HISTORY     - 1934     GOOD             NGS
 BL0563  HISTORY     - 1980     GOOD             USGS
 BL0563  HISTORY     - 19970426 GOOD             USPSQD
 BL0563
 BL0563                          STATION DESCRIPTION
 BL0563
 BL0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0563'2 MI E FROM LIVINGSTON.
 BL0563'2.0 MILES EAST ALONG STATE HIGHWAY 45 FROM LIVINGSTON, POLK COUNTY,
 BL0563'0.1 MILE EAST OF A UNITED GAS LINE CROSSING, ABOUT 320 FEET EAST OF
 BL0563'THE JUNCTION OF THE DRIVEWAY LEADING TO THE HOLSTIEN HOME, 228 FEET
 BL0563'WEST OF A SMALL IRON-PIPE CULVERT, ON THE TOP OF A BANK, 45 FEET NORTH
 BL0563'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE
 BL0563'HIGHWAY.  A STANDARD DISK, STAMPED 224.284 S 164 1934 AND SET IN THE
 BL0563'TOP OF A CONCRETE POST.
 BL0563
 BL0563                          STATION RECOVERY (1980)
 BL0563
 BL0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BL0563'NEW DESCRITPION 2.75 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE POST
 BL0563'OFFICE AT LIVINGTON, THENCE .20 MILE NORTH ALONG A BLACK TOP ROAD,
 BL0563'THENCE .06 MILE EAST ALONG A GRAVEL ROAD, 228 FEET WEST OF A SMALL
 BL0563'IRON-PIPE CULVERT, ON THE TOP OF A BANK, 45 FEET NORTH OF THE
 BL0563'CENTERLINE OF THE GRAVEL ROAD, AND ABOUT 4 FEET HIHGER THAN THE ROAD.
 BL0563'A STANDARD DISK, STAMPED "224.284 S 164 1934" AND SET IN THE TOP OF A
 BL0563'CONCRETE POST.
 BL0563
 BL0563                          STATION RECOVERY (1997)
 BL0563
 BL0563'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0051 ***********************************************************************
 BL0051  DESIGNATION -  S 165
 BL0051  PID         -  BL0051
 BL0051  STATE/COUNTY-  TX/TYLER
 BL0051  USGS QUAD   -  TOWN BLUFF (1984)
 BL0051
 BL0051                         *CURRENT SURVEY CONTROL
 BL0051  ___________________________________________________________________
 BL0051* NAD 83(1986)-  30 47 25.     (N)    094 10 51.     (W)     SCALED    
 BL0051* NAVD 88     -        67.37   (+/-2cm)     221.0    (feet)  VERTCON   
 BL0051  ___________________________________________________________________
 BL0051  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BL0051
 BL0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0051
 BL0051.The horizontal coordinates were scaled from a topographic map and have
 BL0051.an estimated accuracy of +/- 6 seconds.
 BL0051
 BL0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0051.The vertical order pertains to the NGVD 29 superseded value.
 BL0051
 BL0051.The geoid height was determined by GEOID03.
 BL0051
 BL0051;                    North         East    Units  Estimated Accuracy
 BL0051;SPC TX C     - 3,140,840.    1,288,510.      MT  (+/- 180 meters Scaled)
 BL0051
 BL0051                          SUPERSEDED SURVEY CONTROL
 BL0051
 BL0051  NGVD 29 (??/??/92)   67.367  (m)          221.02   (f) ADJ UNCH    2 0
 BL0051
 BL0051.Superseded values are not recommended for survey control.
 BL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0051.See file dsdata.txt to determine how the superseded data were derived.
 BL0051
 BL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ870069(NAD 83)
 BL0051_MARKER: DB = BENCH MARK DISK
 BL0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0051_STAMPING: S 165 1934
 BL0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0051+STABILITY: SURFACE MOTION
 BL0051
 BL0051  HISTORY     - Date     Condition        Report By
 BL0051  HISTORY     - 1934     MONUMENTED       CGS
 BL0051  HISTORY     - 1952     GOOD             NGS
 BL0051  HISTORY     - 1954     MARK NOT FOUND   USGS
 BL0051
 BL0051                          STATION DESCRIPTION
 BL0051
 BL0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0051'0.1 MI S FROM TOWN BLUFF.
 BL0051'0.1 MILE SOUTH ALONG FARM ROAD 92 FROM THE CORPS OF ENGINEERS OFFICE
 BL0051'AT TOWN BLUFF, AT A JUNCTION WITH A GRAVELED ROAD LEADING WEST, 54
 BL0051'FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 35.3 FEET SOUTH OF A
 BL0051'24-INCH PECAN TREE, 2.7 FEET NORTHEAST OF A TOWN BLUFF MONUMENT, 1.1
 BL0051'FEET SOUTH OF A FENCE, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP
 BL0051'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BL0051
 BL0051                          STATION RECOVERY (1954)
 BL0051
 BL0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BL0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1323 ***********************************************************************
 BL1323  DESIGNATION -  S 166
 BL1323  PID         -  BL1323
 BL1323  STATE/COUNTY-  TX/LIBERTY
 BL1323  USGS QUAD   -  CLEVELAND (1997)
 BL1323
 BL1323                         *CURRENT SURVEY CONTROL
 BL1323  ___________________________________________________________________
 BL1323* NAD 83(1986)-  30 21 46.     (N)    095 04 36.     (W)     SCALED    
 BL1323* NAVD 88     -        48.18   (+/-2cm)     158.1    (feet)  VERTCON   
 BL1323  ___________________________________________________________________
 BL1323  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1323
 BL1323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1323
 BL1323.The horizontal coordinates were scaled from a topographic map and have
 BL1323.an estimated accuracy of +/- 6 seconds.
 BL1323
 BL1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1323.The vertical order pertains to the NGVD 29 superseded value.
 BL1323
 BL1323.The geoid height was determined by GEOID03.
 BL1323
 BL1323;                    North         East    Units  Estimated Accuracy
 BL1323;SPC TX C     - 3,089,110.    1,205,130.      MT  (+/- 180 meters Scaled)
 BL1323
 BL1323                          SUPERSEDED SURVEY CONTROL
 BL1323
 BL1323  NGVD 29 (??/??/92)   48.189  (m)          158.10   (f) ADJ UNCH    2 0
 BL1323
 BL1323.Superseded values are not recommended for survey control.
 BL1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1323.See file dsdata.txt to determine how the superseded data were derived.
 BL1323
 BL1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP004608(NAD 83)
 BL1323_MARKER: DB = BENCH MARK DISK
 BL1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1323_STAMPING: S 166 1934 158.238
 BL1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1323+STABILITY: SURFACE MOTION
 BL1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1323+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 BL1323
 BL1323  HISTORY     - Date     Condition        Report By
 BL1323  HISTORY     - 1934     MONUMENTED       CGS
 BL1323  HISTORY     - 1947     GOOD             NGS
 BL1323  HISTORY     - 20050708 GOOD             USPSQD
 BL1323
 BL1323                          STATION DESCRIPTION
 BL1323
 BL1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1323'1.6 MI N FROM CLEVELAND.
 BL1323'1.6 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL1323'STATION AT CLEVELAND, 6 POLES SOUTH OF MILEPOST 45, 62.5 FEET SOUTH OF
 BL1323'THE CENTER LINE OF A ROAD, 29.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 BL1323'OF A SECTION HOUSE, 21.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE
 BL1323'OF THE RAILROAD, 14.3 FEET SOUTH OF THE SOUTHWEST CORNER OF A TOOL
 BL1323'SHED, 3.0 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A YARD FENCE, SET
 BL1323'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 BL1323'GROUND.
 BL1323
 BL1323                          STATION RECOVERY (2005)
 BL1323
 BL1323'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1323'GO TO N30 21 45.1  W095 04 40.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0468 ***********************************************************************
 BL0468  DESIGNATION -  S 167
 BL0468  PID         -  BL0468
 BL0468  STATE/COUNTY-  TX/LIBERTY
 BL0468  USGS QUAD   -  DAISETTA (1984)
 BL0468
 BL0468                         *CURRENT SURVEY CONTROL
 BL0468  ___________________________________________________________________
 BL0468* NAD 83(1986)-  30 07 22.     (N)    094 44 07.     (W)     SCALED    
 BL0468* NAVD 88     -        20.90   (+/-2cm)      68.6    (feet)  VERTCON   
 BL0468  ___________________________________________________________________
 BL0468  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0468
 BL0468  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0468
 BL0468.The horizontal coordinates were scaled from a topographic map and have
 BL0468.an estimated accuracy of +/- 6 seconds.
 BL0468
 BL0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0468.The vertical order pertains to the NGVD 29 superseded value.
 BL0468
 BL0468.The geoid height was determined by GEOID03.
 BL0468
 BL0468;                    North         East    Units  Estimated Accuracy
 BL0468;SPC TX C     - 3,064,140.    1,239,240.      MT  (+/- 180 meters Scaled)
 BL0468
 BL0468                          SUPERSEDED SURVEY CONTROL
 BL0468
 BL0468  NGVD 29 (??/??/92)   20.906  (m)           68.59   (f) ADJ UNCH    2 0
 BL0468
 BL0468.Superseded values are not recommended for survey control.
 BL0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0468.See file dsdata.txt to determine how the superseded data were derived.
 BL0468
 BL0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP328336(NAD 83)
 BL0468_MARKER: DB = BENCH MARK DISK
 BL0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0468_SP_SET: CULVERT
 BL0468_STAMPING: 68.717 S 167 1934
 BL0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0468
 BL0468  HISTORY     - Date     Condition        Report By
 BL0468  HISTORY     - 1934     MONUMENTED       CGS
 BL0468  HISTORY     - 1938     GOOD             NGS
 BL0468  HISTORY     - 20050129 GOOD             USPSQD
 BL0468
 BL0468                          STATION DESCRIPTION
 BL0468
 BL0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BL0468'6.0 MI N FROM LIBERTY.
 BL0468'6.0 MILES NORTH ALONG STATE HIGHWAY 146 (OLD LOCATION) FROM LIBERTY,
 BL0468'LIBERTY COUNTY, ABOUT 200 FEET WEST OF THE VANDEVENTER RESIDENCE, AT A
 BL0468'CULVERT, IN THE TOP OF THE EAST HEADWALL, AND 15 FEET EAST OF THE
 BL0468'CENTERLINE OF THE HIGH-WAY.  A STANDARD DISK, STAMPED 68.717 S 167
 BL0468'1934.
 BL0468
 BL0468                          STATION RECOVERY (2005)
 BL0468
 BL0468'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0668 ***********************************************************************
 AW0668  DESIGNATION -  S 168
 AW0668  PID         -  AW0668
 AW0668  STATE/COUNTY-  TX/GALVESTON
 AW0668  USGS QUAD   -  LAKE COMO (1994)
 AW0668
 AW0668                         *CURRENT SURVEY CONTROL
 AW0668  ___________________________________________________________________
 AW0668* NAD 83(1986)-  29 11 43.     (N)    094 56 55.     (W)     SCALED    
 AW0668* NAVD 88     -         1.35   (+/-2cm)       4.4    (feet)  VERTCON   
 AW0668  ___________________________________________________________________
 AW0668  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW0668
 AW0668  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0668
 AW0668.The horizontal coordinates were scaled from a topographic map and have
 AW0668.an estimated accuracy of +/- 6 seconds.
 AW0668
 AW0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0668.The vertical order pertains to the NGVD 29 superseded value.
 AW0668
 AW0668.The geoid height was determined by GEOID03.
 AW0668
 AW0668;                    North         East    Units  Estimated Accuracy
 AW0668;SPC TXSC     - 4,157,760.      993,890.      MT  (+/- 180 meters Scaled)
 AW0668
 AW0668                          SUPERSEDED SURVEY CONTROL
 AW0668
 AW0668  NGVD 29 (??/??/92)    1.350  (m)            4.43   (f) ADJ UNCH    1 2
 AW0668
 AW0668.Superseded values are not recommended for survey control.
 AW0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0668.See file dsdata.txt to determine how the superseded data were derived.
 AW0668
 AW0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN105311(NAD 83)
 AW0668_MARKER: DB = BENCH MARK DISK
 AW0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0668_STAMPING: S 168 1936 ELEV 4.843
 AW0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0668+STABILITY: SURFACE MOTION
 AW0668
 AW0668  HISTORY     - Date     Condition        Report By
 AW0668  HISTORY     - 1936     MONUMENTED       CGS
 AW0668  HISTORY     - 1958     GOOD             NGS
 AW0668  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0668  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0668  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0668  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0668  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW0668
 AW0668                          STATION DESCRIPTION
 AW0668
 AW0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0668'11.6 MI SW FROM GALVESTON.
 AW0668'ABOUT 3.7 MILES SOUTHWEST ALONG THE SEA WALL BOULEVARD FROM THE
 AW0668'BUCCANEER HOTEL AT GALVESTON, THENCE ABOUT 7.9 MILES SOUTHWEST ALONG
 AW0668'THE BEACH, AT THE SOUTHEAST END OF STEWART ROAD, ABOUT 0.2 MILE
 AW0668'SOUTHEAST OF THE JUNCTION WITH THE TERMINATION OF THE SAN LUIS PASS
 AW0668'ROAD, 60 1/2 FEET SOUTHWEST OF THE STEWART ROAD SIGN, 35 FEET
 AW0668'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 40 FEET NORTHWEST OF THE
 AW0668'HIGH WATER LINE, 1 1/2 FEET EAST OF A FENCE CORNER POST, 1 FOOT
 AW0668'NORTHWEST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST 1
 AW0668'FOOT BELOW THE SURFACE.
 AW0668
 AW0668                          STATION RECOVERY (1964)
 AW0668
 AW0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0668'MARK NOT FOUND.
 AW0668
 AW0668                          STATION RECOVERY (1978)
 AW0668
 AW0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0668'SEARCHED FOR NOT RECOVERED.
 AW0668
 AW0668                          STATION RECOVERY (1987)
 AW0668
 AW0668'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0668'MARK NOT FOUND.
 AW0668
 AW0668                          STATION RECOVERY (1987)
 AW0668
 AW0668'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0668'MARK NOT FOUND.
 AW0668
 AW0668                          STATION RECOVERY (1989)
 AW0668
 AW0668'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0530 ***********************************************************************
 CD0530  DESIGNATION -  S 17
 CD0530  PID         -  CD0530
 CD0530  STATE/COUNTY-  TX/HUDSPETH
 CD0530  USGS QUAD   -  ALLAMOORE (1964)
 CD0530
 CD0530                         *CURRENT SURVEY CONTROL
 CD0530  ___________________________________________________________________
 CD0530* NAD 83(1986)-  31 06 05.     (N)    105 05 57.     (W)     SCALED    
 CD0530* NAVD 88     -      1361.567  (meters)    4467.07   (feet)  ADJUSTED  
 CD0530  ___________________________________________________________________
 CD0530  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0530  DYNAMIC HT  -        1359.402 (meters)    4459.97  (feet)  COMP
 CD0530  MODELED GRAV-     979,002.3   (mgal)                       NAVD 88
 CD0530
 CD0530  VERT ORDER  -  FIRST     CLASS II
 CD0530
 CD0530.The horizontal coordinates were scaled from a topographic map and have
 CD0530.an estimated accuracy of +/- 6 seconds.
 CD0530
 CD0530.The orthometric height was determined by differential leveling
 CD0530.and adjusted by the National Geodetic Survey in June 1991..
 CD0530
 CD0530.The geoid height was determined by GEOID03.
 CD0530
 CD0530.The dynamic height is computed by dividing the NAVD 88
 CD0530.geopotential number by the normal gravity value computed on the
 CD0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0530.degrees latitude (g = 980.6199 gals.).
 CD0530
 CD0530.The modeled gravity was interpolated from observed gravity values.
 CD0530
 CD0530;                    North         East    Units  Estimated Accuracy
 CD0530;SPC TX C     - 3,168,780.      245,520.      MT  (+/- 180 meters Scaled)
 CD0530
 CD0530                          SUPERSEDED SURVEY CONTROL
 CD0530
 CD0530  NGVD 29 (??/??/92) 1361.012  (m)         4465.25   (f) ADJ UNCH    1 2
 CD0530
 CD0530.Superseded values are not recommended for survey control.
 CD0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0530.See file dsdata.txt to determine how the superseded data were derived.
 CD0530
 CD0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ905408(NAD 83)
 CD0530_MARKER: P = PIPE CAP
 CD0530_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0530_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0530_STAMPING: S 17 ELEV 4465.191 FT
 CD0530_PROJECTION: PROJECTING 30 CENTIMETERS
 CD0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0530
 CD0530  HISTORY     - Date     Condition        Report By
 CD0530  HISTORY     - UNK      MONUMENTED       CGS
 CD0530  HISTORY     - 1956     GOOD             NGS
 CD0530  HISTORY     - 1981     GOOD             NGS
 CD0530
 CD0530                          STATION DESCRIPTION
 CD0530
 CD0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0530'5.85 MI W FROM ALLAMORE.
 CD0530'5.85 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0530'FOREMANS HOUSE AT ALLAMORE, 24.8 FEET EAST OF THE 11TH POLE WEST OF
 CD0530'MILEPOST 752, 82 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CD0530'35.8 FEET SOUTH OF THE SOUTH RAIL, 0.4 FOOT SOUTH OF A WITNESS POST, 4
 CD0530'FEET BELOW THE TOP OF THE RAILS, SCREWED ON THE TOP OF A 3 1/2 INCH
 CD0530'IRON PIPE WHICH PROJECTS 1.4 FEET ABOVE THE GROUND.
 CD0530
 CD0530                          STATION RECOVERY (1981)
 CD0530
 CD0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0530'26.2 KM (16.25 MI) SOUTHWESTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0530'FROM THE RAILROAD STATION IN SIERRA BLANCA OR 17.4 KM (10.8 MI)
 CD0530'WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS JUNCTION WITH U. S.
 CD0530'HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI) NORTH ALONG A PAVED
 CD0530'ROAD TURNING TO GRAVELED, THENCE 9.6 KM (5.95 MI) NORTHWEST ALONG
 CD0530'THE MISSOURI PACIFIC RAILROAD, 0.6 KM (0.35 MI) NORTHWEST OF MILEPOST
 CD0530'752, 0.1 KM (0.05 MI) NORTHWEST OF RAILROAD SIGNAL NUMBER 752.2, 25.0
 CD0530'METERS (82.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD AND
 CD0530'10.9 METERS (35.8 FT) SOUTH OF THE NEAR RAIL.
 CD0530'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0530'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1285 ***********************************************************************
 AW1285  DESIGNATION -  S 170
 AW1285  PID         -  AW1285
 AW1285  STATE/COUNTY-  TX/HARRIS
 AW1285  USGS QUAD   -  LA PORTE (1982)
 AW1285
 AW1285                         *CURRENT SURVEY CONTROL
 AW1285  ___________________________________________________________________
 AW1285* NAD 83(1986)-  29 39 49.     (N)    095 07 23.     (W)     SCALED    
 AW1285* NAVD 88     -        10.22   (+/-2cm)      33.5    (feet)  VERTCON   
 AW1285  ___________________________________________________________________
 AW1285  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1285
 AW1285  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1285
 AW1285.The horizontal coordinates were scaled from a topographic map and have
 AW1285.an estimated accuracy of +/- 6 seconds.
 AW1285
 AW1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1285.The vertical order pertains to the NGVD 29 superseded value.
 AW1285
 AW1285.The geoid height was determined by GEOID03.
 AW1285
 AW1285;                    North         East    Units  Estimated Accuracy
 AW1285;SPC TXSC     - 4,209,060.      975,210.      MT  (+/- 180 meters Scaled)
 AW1285
 AW1285                          SUPERSEDED SURVEY CONTROL
 AW1285
 AW1285  NGVD 29 (??/??/92)   10.215  (m)           33.51   (f) ADJ UNCH    1 2
 AW1285
 AW1285.Superseded values are not recommended for survey control.
 AW1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1285.See file dsdata.txt to determine how the superseded data were derived.
 AW1285
 AW1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945833(NAD 83)
 AW1285_MARKER: DB = BENCH MARK DISK
 AW1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1285_STAMPING: S 170 1936
 AW1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1285+STABILITY: SURFACE MOTION
 AW1285
 AW1285  HISTORY     - Date     Condition        Report By
 AW1285  HISTORY     - 1936     MONUMENTED       CGS
 AW1285  HISTORY     - 1964     GOOD             NGS
 AW1285  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1285  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1989     GOOD             USPSQD
 AW1285  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 19910202 MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 20020311 MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW1285  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1285
 AW1285                          STATION DESCRIPTION
 AW1285
 AW1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1285'6.65 MI E FROM DUMONT (S. HOUSTON).
 AW1285'ABOUT 6.65 MILES EAST ALONG THE SPENCER HIGHWAY FROM THE GALVESTON,
 AW1285'HOUSTON AND HENDERSON RAILROAD STATION AT SOUTH HOUSTON, ABOUT 0.1
 AW1285'MILE EAST OF THE NATIONAL MOTEL, 50 FEET SOUTH OF THE CENTER LINE OF
 AW1285'THE HIGHWAY, 65 FEET WEST OF THE EXTENDED CENTER LINE OF CENTER ROAD
 AW1285'LEADING NORTH, 25 FEET WEST OF TELEPHONE POLE NUMBER 169, 1.2 FEET
 AW1285'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 AW1285'FLUSH WITH THE GROUND.
 AW1285
 AW1285                          STATION RECOVERY (1978)
 AW1285
 AW1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1285'NOT RECOVERED.  NOTE=THE MEASUREMENT FOR THIS MARK PUT IT UNDER
 AW1285'CONCRETE OF A DRIVEWAY.
 AW1285
 AW1285                          STATION RECOVERY (1987)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1987)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1987)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1988)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1988)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1988)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1988)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1988)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1988)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1989)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1285'RECOVERED IN GOOD CONDITION.
 AW1285
 AW1285                          STATION RECOVERY (1989)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1989)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1989)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1989)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1991)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (1997)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (2002)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (2002)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (2004)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1285'MARK NOT FOUND.
 AW1285
 AW1285                          STATION RECOVERY (2005)
 AW1285
 AW1285'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1361 ***********************************************************************
 AW1361  DESIGNATION -  S 171 RESET 1956
 AW1361  PID         -  AW1361
 AW1361  STATE/COUNTY-  TX/GALVESTON
 AW1361  USGS QUAD   -  CAPLEN (1994)
 AW1361
 AW1361                         *CURRENT SURVEY CONTROL
 AW1361  ___________________________________________________________________
 AW1361* NAD 83(1986)-  29 27 59.     (N)    094 36 56.     (W)     SCALED    
 AW1361* NAVD 88     -         1.45   (+/-2cm)       4.8    (feet)  VERTCON   
 AW1361  ___________________________________________________________________
 AW1361  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1361
 AW1361  VERT ORDER  -  THIRD (See Below)
 AW1361
 AW1361.The horizontal coordinates were scaled from a topographic map and have
 AW1361.an estimated accuracy of +/- 6 seconds.
 AW1361
 AW1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1361.The vertical order pertains to the NGVD 29 superseded value.
 AW1361
 AW1361.The geoid height was determined by GEOID03.
 AW1361
 AW1361;                    North         East    Units  Estimated Accuracy
 AW1361;SPC TXSC     - 4,188,960.    1,025,130.      MT  (+/- 180 meters Scaled)
 AW1361
 AW1361                          SUPERSEDED SURVEY CONTROL
 AW1361
 AW1361  NGVD 29 (??/??/??)    1.45   (m)            4.8    (f) RESET       3  
 AW1361
 AW1361.Superseded values are not recommended for survey control.
 AW1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1361.See file dsdata.txt to determine how the superseded data were derived.
 AW1361
 AW1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN433607(NAD 83)
 AW1361_MARKER: DB = BENCH MARK DISK
 AW1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1361_STAMPING: S 171 RESET 1956 7.172
 AW1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1361+STABILITY: SURFACE MOTION
 AW1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1361+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1361
 AW1361  HISTORY     - Date     Condition        Report By
 AW1361  HISTORY     - 1956     MONUMENTED       CGS
 AW1361  HISTORY     - 1958     GOOD             NGS
 AW1361  HISTORY     - 1977     GOOD             NGS
 AW1361  HISTORY     - 1978     GOOD             NGS
 AW1361  HISTORY     - 1990     GOOD             USPSQD
 AW1361  HISTORY     - 19990902 GOOD             USPSQD
 AW1361  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1361  HISTORY     - 20041023 GOOD             USPSQD
 AW1361
 AW1361                          STATION DESCRIPTION
 AW1361
 AW1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1361'8.45 MI SW FROM GILCHRIST.
 AW1361'ABOUT 8.45 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1361'AT GILCHRIST, 63 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2
 AW1361'FEET NORTHWEST OF A FENCE, 1 1/2 FEET NORTHWEST OF A METAL WITNESS
 AW1361'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 AW1361'CONCRETE POST PROJECTING 2 INCHES.
 AW1361
 AW1361                          STATION RECOVERY (1977)
 AW1361
 AW1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1361'RECOVERED IN GOOD CONDITION.
 AW1361
 AW1361                          STATION RECOVERY (1978)
 AW1361
 AW1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1361'ADD=219 FEET NORTH AND ACROSS HIGHWAY FROM POWER POLE NUMBER 318,
 AW1361'63 FEET NORTHEAST OF A FENCE CORNER POST.
 AW1361
 AW1361                          STATION RECOVERY (1990)
 AW1361
 AW1361'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1361'RECOVERED IN GOOD CONDITION.
 AW1361
 AW1361                          STATION RECOVERY (1999)
 AW1361
 AW1361'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1361'RECOVERED IN GOOD CONDITION.
 AW1361
 AW1361                          STATION RECOVERY (2001)
 AW1361
 AW1361'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1361'MARK NOT FOUND.
 AW1361
 AW1361                          STATION RECOVERY (2004)
 AW1361
 AW1361'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2770 ***********************************************************************
 AW2770  DESIGNATION -  S 172
 AW2770  PID         -  AW2770
 AW2770  STATE/COUNTY-  TX/CHAMBERS
 AW2770  USGS QUAD   -  MONROE CITY (1994)
 AW2770
 AW2770                         *CURRENT SURVEY CONTROL
 AW2770  ___________________________________________________________________
 AW2770* NAD 83(1986)-  29 47 25.     (N)    094 31 36.     (W)     SCALED    
 AW2770* NAVD 88     -         6.75   (+/-2cm)      22.1    (feet)  VERTCON   
 AW2770  ___________________________________________________________________
 AW2770  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2770
 AW2770  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2770
 AW2770.The horizontal coordinates were scaled from a topographic map and have
 AW2770.an estimated accuracy of +/- 6 seconds.
 AW2770
 AW2770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2770.The vertical order pertains to the NGVD 29 superseded value.
 AW2770
 AW2770.The geoid height was determined by GEOID03.
 AW2770
 AW2770;                    North         East    Units  Estimated Accuracy
 AW2770;SPC TXSC     - 4,225,150.    1,032,370.      MT  (+/- 180 meters Scaled)
 AW2770
 AW2770                          SUPERSEDED SURVEY CONTROL
 AW2770
 AW2770  NGVD 29 (??/??/92)    6.75   (m)           22.1    (f) COMPUTED    1 2
 AW2770
 AW2770.Superseded values are not recommended for survey control.
 AW2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2770.See file dsdata.txt to determine how the superseded data were derived.
 AW2770
 AW2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN524965(NAD 83)
 AW2770_MARKER: DB = BENCH MARK DISK
 AW2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2770_STAMPING: S-170 1936
 AW2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2770+STABILITY: SURFACE MOTION
 AW2770
 AW2770  HISTORY     - Date     Condition        Report By
 AW2770  HISTORY     - 1936     MONUMENTED       CGS
 AW2770  HISTORY     - 1937     GOOD             NGS
 AW2770  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 AW2770  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2770  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2770
 AW2770                          STATION DESCRIPTION
 AW2770
 AW2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2770'9.2 MI W FROM STOWELL.
 AW2770'9.2 MILES WEST OF DEPOT.  ALONG HIGHWAY BETWEEN STOWELL AND ANAHUAC,
 AW2770'ABOUT 8.6 MILES WEST OF HIGHWAY INTERSECTION, 10.0 MILES EAST OF THE
 AW2770'COURT HOUSE IN ANAHUAC, 49 FEET SOUTH OF THE CENTER LINE OF THE
 AW2770'HIGHWAY, 11 FEET NORTH OF POWER LINE AND 1 FOOT NORTH OF FENCE LINE.
 AW2770
 AW2770                          STATION RECOVERY (1937)
 AW2770
 AW2770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 AW2770'RECOVERED IN GOOD CONDITION.
 AW2770
 AW2770                          STATION RECOVERY (1996)
 AW2770
 AW2770'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2770'MARK NOT FOUND.
 AW2770
 AW2770                          STATION RECOVERY (2001)
 AW2770
 AW2770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2770'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2770
 AW2770                          STATION RECOVERY (2004)
 AW2770
 AW2770'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1485 ***********************************************************************
 AW1485  DESIGNATION -  S 173
 AW1485  PID         -  AW1485
 AW1485  STATE/COUNTY-  TX/CHAMBERS
 AW1485  USGS QUAD   -  COVE (1993)
 AW1485
 AW1485                         *CURRENT SURVEY CONTROL
 AW1485  ___________________________________________________________________
 AW1485* NAD 83(1986)-  29 49 36.     (N)    094 48 16.     (W)     SCALED    
 AW1485* NAVD 88     -         9.24   (+/-2cm)      30.3    (feet)  VERTCON   
 AW1485  ___________________________________________________________________
 AW1485  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW1485  OBS GRAVITY -     979,290.8   (mgal)                       GRAV_OBS
 AW1485
 AW1485  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1485
 AW1485.The horizontal coordinates were scaled from a topographic map and have
 AW1485.an estimated accuracy of +/- 6 seconds.
 AW1485
 AW1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1485.The vertical order pertains to the NGVD 29 superseded value.
 AW1485
 AW1485.The geoid height was determined by GEOID03.
 AW1485.The observed gravity was obtained from relative gravimeter ties
 AW1485.to the IGSN71 gravity network.
 AW1485
 AW1485;                    North         East    Units  Estimated Accuracy
 AW1485;SPC TXSC     - 4,228,190.    1,005,390.      MT  (+/- 180 meters Scaled)
 AW1485
 AW1485                          SUPERSEDED SURVEY CONTROL
 AW1485
 AW1485  NGVD 29 (??/??/92)    9.246  (m)           30.33   (f) ADJ UNCH    1 2
 AW1485
 AW1485.Superseded values are not recommended for survey control.
 AW1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1485.See file dsdata.txt to determine how the superseded data were derived.
 AW1485
 AW1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP256009(NAD 83)
 AW1485_MARKER: DB = BENCH MARK DISK
 AW1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1485_STAMPING: S 173 1936 31.122
 AW1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1485+STABILITY: SURFACE MOTION
 AW1485
 AW1485  HISTORY     - Date     Condition        Report By
 AW1485  HISTORY     - 1936     MONUMENTED       CGS
 AW1485  HISTORY     - 1973     GOOD             NGS
 AW1485  HISTORY     - 1978     GOOD             NGS
 AW1485  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1485  HISTORY     - 1988     GOOD             USPSQD
 AW1485  HISTORY     - 19890424 MARK NOT FOUND   USPSQD
 AW1485  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1485  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW1485  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1485
 AW1485                          STATION DESCRIPTION
 AW1485
 AW1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1485'0.3 MI SW FROM COVE.
 AW1485'ABOUT 0.3 MILE SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE 10
 AW1485'OVERPASS AT COVE, ABOUT 211 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW1485'FARM ROAD, 199 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH OF
 AW1485'CHRIST, 117 FEET SOUTH OF A POWER POLE BEARING A TRANSFORMER, 23 1/2
 AW1485'FEET EAST OF THE CENTER LINE OF A CURVE IN A SHELL ROAD, 2 1/2 FEET
 AW1485'SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 AW1485'POST FLUSH WITH THE GROUND.
 AW1485
 AW1485                          STATION RECOVERY (1978)
 AW1485
 AW1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1485'NOTE=CHANGE THE SHELL ROAD TO A PAVED ROAD.
 AW1485
 AW1485                          STATION RECOVERY (1988)
 AW1485
 AW1485'RECOVERY NOTE BY US POWER SQUADRON 1988 (KK)
 AW1485'MARK NOT FOUND.
 AW1485
 AW1485                          STATION RECOVERY (1988)
 AW1485
 AW1485'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1485'RECOVERED IN GOOD CONDITION.
 AW1485
 AW1485                          STATION RECOVERY (1989)
 AW1485
 AW1485'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1485'MARK NOT FOUND.
 AW1485
 AW1485                          STATION RECOVERY (1990)
 AW1485
 AW1485'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1485'MARK NOT FOUND.
 AW1485
 AW1485                          STATION RECOVERY (1996)
 AW1485
 AW1485'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1485'MARK NOT FOUND.
 AW1485
 AW1485                          STATION RECOVERY (2001)
 AW1485
 AW1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0490 ***********************************************************************
 AN0490  DESIGNATION -  S 174
 AN0490  PID         -  AN0490
 AN0490  STATE/COUNTY-  TX/VICTORIA
 AN0490  USGS QUAD   -  PLACEDO (1995)
 AN0490
 AN0490                         *CURRENT SURVEY CONTROL
 AN0490  ___________________________________________________________________
 AN0490* NAD 83(1986)-  28 43 12.     (N)    096 46 40.     (W)     SCALED    
 AN0490* NAVD 88     -        13.286  (meters)      43.59   (feet)  ADJUSTED  
 AN0490  ___________________________________________________________________
 AN0490  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0490  DYNAMIC HT  -          13.267 (meters)      43.53  (feet)  COMP
 AN0490  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 AN0490
 AN0490  VERT ORDER  -  FIRST     CLASS I
 AN0490
 AN0490.The horizontal coordinates were scaled from a topographic map and have
 AN0490.an estimated accuracy of +/- 6 seconds.
 AN0490
 AN0490.The orthometric height was determined by differential leveling
 AN0490.and adjusted by the National Geodetic Survey in June 1991..
 AN0490
 AN0490.The geoid height was determined by GEOID03.
 AN0490
 AN0490.The dynamic height is computed by dividing the NAVD 88
 AN0490.geopotential number by the normal gravity value computed on the
 AN0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0490.degrees latitude (g = 980.6199 gals.).
 AN0490
 AN0490.The modeled gravity was interpolated from observed gravity values.
 AN0490
 AN0490;                    North         East    Units  Estimated Accuracy
 AN0490;SPC TXSC     - 4,100,330.      817,080.      MT  (+/- 180 meters Scaled)
 AN0490
 AN0490                          SUPERSEDED SURVEY CONTROL
 AN0490
 AN0490  NGVD 29 (??/??/92)   13.408  (m)           43.99   (f) ADJ UNCH    1 1
 AN0490
 AN0490.Superseded values are not recommended for survey control.
 AN0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0490.See file dsdata.txt to determine how the superseded data were derived.
 AN0490
 AN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS170789(NAD 83)
 AN0490_MARKER: DB = BENCH MARK DISK
 AN0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0490_SP_SET: CULVERT
 AN0490_STAMPING: S 174 1950
 AN0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0490
 AN0490  HISTORY     - Date     Condition        Report By
 AN0490  HISTORY     - 1950     MONUMENTED       CGS
 AN0490  HISTORY     - 1972     GOOD             NGS
 AN0490  HISTORY     - 1973     GOOD             NGS
 AN0490  HISTORY     - 1978     GOOD             NGS
 AN0490
 AN0490                          STATION DESCRIPTION
 AN0490
 AN0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0490'3.85 MI NE FROM PLACEDO.
 AN0490'ABOUT 3.85 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AN0490'THE CROSSING OF U.S. HIGHWAY 87 AT PLACEDO, 1 1/2 POLES SOUTHWEST OF
 AN0490'MILEPOST 228, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 AN0490'CONCRETE HEADWALL OF A 4- X 10-FOOT CULVERT UNDER THE TRACK, 1.2 FEET
 AN0490'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 108 1/2 FEET NORTHWEST
 AN0490'OF THE CENTER LINE OF FARM-TO-MARKET ROAD 616, 7 1/2 FEET SOUTHEAST OF
 AN0490'THE SOUTHEAST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 AN0490'NOTE-- FARM-TO-MARKET ROAD 616 PARALLELS THE RAILROAD FROM PLACEDO.
 AN0490
 AN0490                          STATION RECOVERY (1973)
 AN0490
 AN0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0490'RECOVERED IN GOOD CONDITION.
 AN0490
 AN0490                          STATION RECOVERY (1978)
 AN0490
 AN0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1519 ***********************************************************************
 AN1519  DESIGNATION -  S 175
 AN1519  PID         -  AN1519
 AN1519  STATE/COUNTY-  TX/SAN PATRICIO
 AN1519  USGS QUAD   -  SINTON WEST (1979)
 AN1519
 AN1519                         *CURRENT SURVEY CONTROL
 AN1519  ___________________________________________________________________
 AN1519* NAD 83(1986)-  28 02 11.     (N)    097 31 41.     (W)     SCALED    
 AN1519* NAVD 88     -        13.752  (meters)      45.12   (feet)  ADJUSTED  
 AN1519  ___________________________________________________________________
 AN1519  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1519  DYNAMIC HT  -          13.731 (meters)      45.05  (feet)  COMP
 AN1519  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 AN1519
 AN1519  VERT ORDER  -  FIRST     CLASS II
 AN1519
 AN1519.The horizontal coordinates were scaled from a topographic map and have
 AN1519.an estimated accuracy of +/- 6 seconds.
 AN1519
 AN1519.The orthometric height was determined by differential leveling
 AN1519.and adjusted by the National Geodetic Survey in June 1991..
 AN1519
 AN1519.The geoid height was determined by GEOID03.
 AN1519
 AN1519.The dynamic height is computed by dividing the NAVD 88
 AN1519.geopotential number by the normal gravity value computed on the
 AN1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1519.degrees latitude (g = 980.6199 gals.).
 AN1519
 AN1519.The modeled gravity was interpolated from observed gravity values.
 AN1519
 AN1519;                    North         East    Units  Estimated Accuracy
 AN1519;SPC TX S     - 5,262,930.      395,580.      MT  (+/- 180 meters Scaled)
 AN1519
 AN1519                          SUPERSEDED SURVEY CONTROL
 AN1519
 AN1519  NGVD 29 (??/??/92)   13.92   (m)           45.7    (f) COMPUTED    1 2
 AN1519
 AN1519.Superseded values are not recommended for survey control.
 AN1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1519.See file dsdata.txt to determine how the superseded data were derived.
 AN1519
 AN1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS446021(NAD 83)
 AN1519_MARKER: DB = BENCH MARK DISK
 AN1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1519_STAMPING: S 175 1950
 AN1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1519+STABILITY: SURFACE MOTION
 AN1519
 AN1519  HISTORY     - Date     Condition        Report By
 AN1519  HISTORY     - 1950     MONUMENTED       CGS
 AN1519  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1519  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1519
 AN1519                          STATION DESCRIPTION
 AN1519
 AN1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN1519'0.8 MI W FROM SINTON.
 AN1519'0.15 MILE WEST ALONG U.S. HIGHWAYS 77 AND 181 FROM THE COURTHOUSE AT
 AN1519'SINTON, THENCE 0.65 MILE WEST ALONG FARM ROAD 630, 41 FEET SOUTH OF
 AN1519'THE CENTER LINE OF FARM ROAD 630, 58 FEET EAST OF THE CENTER LINE OF A
 AN1519'ROAD LEADING SOUTH, 19.3 FEET SOUTHEAST OF THE SOUTH END OF THE MOST
 AN1519'EASTERLY ONE OF 6 CONCRETE PIPE CULVERTS UNDER THE FARM ROAD, 13 FEET
 AN1519'EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 3 FEET WEST OF A
 AN1519'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AN1519'FOOT ABOVE THE GROUND.
 AN1519
 AN1519                          STATION RECOVERY (1974)
 AN1519
 AN1519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1519'MARK NOT FOUND.
 AN1519
 AN1519                          STATION RECOVERY (1996)
 AN1519
 AN1519'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0035 ***********************************************************************
 AH0035  DESIGNATION -  S 176
 AH0035  PID         -  AH0035
 AH0035  STATE/COUNTY-  TX/NUECES
 AH0035  USGS QUAD   -  ANNAVILLE (1975)
 AH0035
 AH0035                         *CURRENT SURVEY CONTROL
 AH0035  ___________________________________________________________________
 AH0035* NAD 83(1986)-  27 50 55.     (N)    097 37 04.     (W)     SCALED    
 AH0035* NAVD 88     -        18.765  (meters)      61.56   (feet)  ADJUSTED  
 AH0035  ___________________________________________________________________
 AH0035  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH0035  DYNAMIC HT  -          18.736 (meters)      61.47  (feet)  COMP
 AH0035  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 AH0035
 AH0035  VERT ORDER  -  FIRST     CLASS II
 AH0035
 AH0035.The horizontal coordinates were scaled from a topographic map and have
 AH0035.an estimated accuracy of +/- 6 seconds.
 AH0035
 AH0035.The orthometric height was determined by differential leveling
 AH0035.and adjusted by the National Geodetic Survey in June 1991..
 AH0035
 AH0035.The geoid height was determined by GEOID03.
 AH0035
 AH0035.The dynamic height is computed by dividing the NAVD 88
 AH0035.geopotential number by the normal gravity value computed on the
 AH0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0035.degrees latitude (g = 980.6199 gals.).
 AH0035
 AH0035.The modeled gravity was interpolated from observed gravity values.
 AH0035
 AH0035;                    North         East    Units  Estimated Accuracy
 AH0035;SPC TX S     - 5,242,050.      386,900.      MT  (+/- 180 meters Scaled)
 AH0035
 AH0035                          SUPERSEDED SURVEY CONTROL
 AH0035
 AH0035  NGVD 29 (??/??/92)   18.907  (m)           62.03   (f) ADJ UNCH    1 2
 AH0035
 AH0035.Superseded values are not recommended for survey control.
 AH0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0035.See file dsdata.txt to determine how the superseded data were derived.
 AH0035
 AH0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR361811(NAD 83)
 AH0035_MARKER: DB = BENCH MARK DISK
 AH0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0035_STAMPING: S 176 1950
 AH0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0035+STABILITY: SURFACE MOTION
 AH0035
 AH0035  HISTORY     - Date     Condition        Report By
 AH0035  HISTORY     - 1950     MONUMENTED       CGS
 AH0035  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0035  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0035  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0035
 AH0035                          STATION DESCRIPTION
 AH0035
 AH0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0035'1.5 MI S FROM CALALLEN.
 AH0035'1.5 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0035'FROM THE STATION AT CALALLEN, AT A ROAD CROSSING, 51 FEET WEST OF THE
 AH0035'WEST RAIL, 31 FEET SOUTH OF THE CENTER LINE OF A ROAD, 42 FEET
 AH0035'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE OVER A CREEK, 4 FEET
 AH0035'WEST OF A FENCE CORNER, 1.4 FEET WEST OF A WITNESS POST, SET IN THE
 AH0035'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AH0035'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0035
 AH0035                          STATION RECOVERY (1969)
 AH0035
 AH0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0035'MARK NOT FOUND.
 AH0035
 AH0035                          STATION RECOVERY (1978)
 AH0035
 AH0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0035'NOT RECOVERED THIS DATE.
 AH0035
 AH0035                          STATION RECOVERY (2001)
 AH0035
 AH0035'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0986 ***********************************************************************
 AB0986  DESIGNATION -  S 177
 AB0986  PID         -  AB0986
 AB0986  STATE/COUNTY-  TX/KENEDY
 AB0986  USGS QUAD   -  RUDOLPH (1982)
 AB0986
 AB0986                         *CURRENT SURVEY CONTROL
 AB0986  ___________________________________________________________________
 AB0986* NAD 83(1986)-  26 38 03.     (N)    097 46 04.     (W)     SCALED    
 AB0986* NAVD 88     -         7.933  (meters)      26.03   (feet)  ADJUSTED  
 AB0986  ___________________________________________________________________
 AB0986  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AB0986  DYNAMIC HT  -           7.920 (meters)      25.98  (feet)  COMP
 AB0986  MODELED GRAV-     979,057.5   (mgal)                       NAVD 88
 AB0986
 AB0986  VERT ORDER  -  FIRST     CLASS II
 AB0986
 AB0986.The horizontal coordinates were scaled from a topographic map and have
 AB0986.an estimated accuracy of +/- 6 seconds.
 AB0986
 AB0986.The orthometric height was determined by differential leveling
 AB0986.and adjusted by the National Geodetic Survey in June 1991..
 AB0986
 AB0986.The geoid height was determined by GEOID03.
 AB0986
 AB0986.The dynamic height is computed by dividing the NAVD 88
 AB0986.geopotential number by the normal gravity value computed on the
 AB0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0986.degrees latitude (g = 980.6199 gals.).
 AB0986
 AB0986.The modeled gravity was interpolated from observed gravity values.
 AB0986
 AB0986;                    North         East    Units  Estimated Accuracy
 AB0986;SPC TX S     - 5,107,400.      372,900.      MT  (+/- 180 meters Scaled)
 AB0986
 AB0986                          SUPERSEDED SURVEY CONTROL
 AB0986
 AB0986  NGVD 29 (??/??/92)    8.020  (m)           26.31   (f) ADJ UNCH    1 2
 AB0986
 AB0986.Superseded values are not recommended for survey control.
 AB0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0986.See file dsdata.txt to determine how the superseded data were derived.
 AB0986
 AB0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ226465(NAD 83)
 AB0986_MARKER: DB = BENCH MARK DISK
 AB0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0986_STAMPING: S 177 1951
 AB0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0986+STABILITY: SURFACE MOTION
 AB0986
 AB0986  HISTORY     - Date     Condition        Report By
 AB0986  HISTORY     - 1951     MONUMENTED       CGS
 AB0986  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0986  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0986  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0986
 AB0986                          STATION DESCRIPTION
 AB0986
 AB0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0986'10.6 MI N FROM RAYMONDVILLE.
 AB0986'10.6 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0986'FROM THE STATION AT RAYMONDVILLE, 46 FEET WEST OF THE WEST RAIL, 34
 AB0986'FEET NORTH OF THE CENTER OF A GATE, 34 FEET NORTH OF THE CENTER LINE
 AB0986'OF A PRIVATE ROAD LEADING WEST, 14 FEET NORTHWEST OF THE FIRST POLE
 AB0986'NORTH OF MILEPOST 57, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A
 AB0986'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 AB0986'FOOT ABOVE THE GROUND. NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0986
 AB0986                          STATION RECOVERY (1981)
 AB0986
 AB0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0986'SEARCHED FOR, NOT RECOVERED.
 AB0986
 AB0986                          STATION RECOVERY (1988)
 AB0986
 AB0986'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0986'MARK NOT FOUND.
 AB0986
 AB0986                          STATION RECOVERY (2004)
 AB0986
 AB0986'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0018 ***********************************************************************
 AJ0018  DESIGNATION -  S 178
 AJ0018  PID         -  AJ0018
 AJ0018  STATE/COUNTY-  TX/JIM WELLS
 AJ0018  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0018
 AJ0018                         *CURRENT SURVEY CONTROL
 AJ0018  ___________________________________________________________________
 AJ0018* NAD 83(1986)-  27 44 59.     (N)    098 06 01.     (W)     SCALED    
 AJ0018* NAVD 88     -        67.687  (meters)     222.07   (feet)  ADJUSTED  
 AJ0018  ___________________________________________________________________
 AJ0018  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AJ0018  DYNAMIC HT  -          67.582 (meters)     221.73  (feet)  COMP
 AJ0018  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 AJ0018
 AJ0018  VERT ORDER  -  FIRST     CLASS II
 AJ0018
 AJ0018.The horizontal coordinates were scaled from a topographic map and have
 AJ0018.an estimated accuracy of +/- 6 seconds.
 AJ0018
 AJ0018.The orthometric height was determined by differential leveling
 AJ0018.and adjusted by the National Geodetic Survey in June 1991..
 AJ0018
 AJ0018.The geoid height was determined by GEOID03.
 AJ0018
 AJ0018.The dynamic height is computed by dividing the NAVD 88
 AJ0018.geopotential number by the normal gravity value computed on the
 AJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0018.degrees latitude (g = 980.6199 gals.).
 AJ0018
 AJ0018.The modeled gravity was interpolated from observed gravity values.
 AJ0018
 AJ0018;                    North         East    Units  Estimated Accuracy
 AJ0018;SPC TX S     - 5,230,850.      339,410.      MT  (+/- 180 meters Scaled)
 AJ0018
 AJ0018                          SUPERSEDED SURVEY CONTROL
 AJ0018
 AJ0018  NGVD 29 (??/??/92)   67.773  (m)          222.35   (f) ADJ UNCH    1 2
 AJ0018
 AJ0018.Superseded values are not recommended for survey control.
 AJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0018.See file dsdata.txt to determine how the superseded data were derived.
 AJ0018
 AJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR886698(NAD 83)
 AJ0018_MARKER: DB = BENCH MARK DISK
 AJ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0018_STAMPING: S 178 1951
 AJ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0018+STABILITY: SURFACE MOTION
 AJ0018
 AJ0018  HISTORY     - Date     Condition        Report By
 AJ0018  HISTORY     - 1951     MONUMENTED       CGS
 AJ0018
 AJ0018                          STATION DESCRIPTION
 AJ0018
 AJ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AJ0018'1.55 MI W FROM ALICE.
 AJ0018'1.55 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0018'ALICE, 5 POLES WEST OF MILEPOST 118, 115 FEET WEST OF THE CENTER LINE
 AJ0018'OF A PRIVATE DRIVEWAY, 45 FEET NORTH OF THE NORTH RAIL, 7 FEET SOUTH
 AJ0018'OF A FENCE, 4 FEET NORTH OF A TELEGRAPH POLE, 2 FEET EAST OF A WITNESS
 AJ0018'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AJ0018'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0999 ***********************************************************************
 AH0999  DESIGNATION -  S 179
 AH0999  PID         -  AH0999
 AH0999  STATE/COUNTY-  TX/NUECES
 AH0999  USGS QUAD   -  BANQUETE (1979)
 AH0999
 AH0999                         *CURRENT SURVEY CONTROL
 AH0999  ___________________________________________________________________
 AH0999* NAD 83(1986)-  27 46 27.     (N)    097 48 43.     (W)     SCALED    
 AH0999* NAVD 88     -        26.321  (meters)      86.35   (feet)  ADJUSTED  
 AH0999  ___________________________________________________________________
 AH0999  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH0999  DYNAMIC HT  -          26.280 (meters)      86.22  (feet)  COMP
 AH0999  MODELED GRAV-     979,111.0   (mgal)                       NAVD 88
 AH0999
 AH0999  VERT ORDER  -  FIRST     CLASS II
 AH0999
 AH0999.The horizontal coordinates were scaled from a topographic map and have
 AH0999.an estimated accuracy of +/- 6 seconds.
 AH0999
 AH0999.The orthometric height was determined by differential leveling
 AH0999.and adjusted by the National Geodetic Survey in June 1991..
 AH0999
 AH0999.The geoid height was determined by GEOID03.
 AH0999
 AH0999.The dynamic height is computed by dividing the NAVD 88
 AH0999.geopotential number by the normal gravity value computed on the
 AH0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0999.degrees latitude (g = 980.6199 gals.).
 AH0999
 AH0999.The modeled gravity was interpolated from observed gravity values.
 AH0999
 AH0999;                    North         East    Units  Estimated Accuracy
 AH0999;SPC TX S     - 5,233,690.      367,820.      MT  (+/- 180 meters Scaled)
 AH0999
 AH0999                          SUPERSEDED SURVEY CONTROL
 AH0999
 AH0999  NGVD 29 (??/??/92)   26.449  (m)           86.77   (f) ADJ UNCH    1 2
 AH0999
 AH0999.Superseded values are not recommended for survey control.
 AH0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0999.See file dsdata.txt to determine how the superseded data were derived.
 AH0999
 AH0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR170727(NAD 83)
 AH0999_MARKER: DB = BENCH MARK DISK
 AH0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0999_STAMPING: S 179 1951
 AH0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0999+STABILITY: SURFACE MOTION
 AH0999
 AH0999  HISTORY     - Date     Condition        Report By
 AH0999  HISTORY     - 1951     MONUMENTED       CGS
 AH0999  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0999
 AH0999                          STATION DESCRIPTION
 AH0999
 AH0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0999'2.1 MI SW FROM BANQUETE.
 AH0999'0.1 MILE WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE FREIGHT
 AH0999'STATION AT BANQUETE, THENCE 2.0 MILES SOUTH ALONG FARM ROAD 666, 607
 AH0999'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FARMHOUSE, 43 FEET
 AH0999'EAST OF THE CENTER LINE OF THE FARM ROAD, 19 FEET NORTH OF THE CENTER
 AH0999'LINE OF A PRIVATE DRIVEWAY, 4.3 FEET SOUTH OF A POWER POLE, 2 FEET
 AH0999'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0999'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AH0999
 AH0999                          STATION RECOVERY (1975)
 AH0999
 AH0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0182 ***********************************************************************
 CE0182  DESIGNATION -  S 18
 CE0182  PID         -  CE0182
 CE0182  STATE/COUNTY-  TX/EL PASO
 CE0182  USGS QUAD   -  TORNILLO (1972)
 CE0182
 CE0182                         *CURRENT SURVEY CONTROL
 CE0182  ___________________________________________________________________
 CE0182* NAD 83(1986)-  31 25 25.     (N)    106 03 18.     (W)     SCALED    
 CE0182* NAVD 88     -      1090.741  (meters)    3578.54   (feet)  POSTED    
 CE0182  ___________________________________________________________________
 CE0182  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0182  DYNAMIC HT  -        1089.040 (meters)    3572.96  (feet)  COMP
 CE0182  MODELED GRAV-     979,045.0   (mgal)                       NAVD 88
 CE0182
 CE0182  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CE0182
 CE0182.The horizontal coordinates were scaled from a topographic map and have
 CE0182.an estimated accuracy of +/- 6 seconds.
 CE0182
 CE0182.The orthometric height was determined by differential leveling
 CE0182.and adjusted by the National Geodetic Survey in 1992..
 CE0182.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CE0182.rate of 1.1 thru 2.0 mm/km.
 CE0182
 CE0182.The geoid height was determined by GEOID03.
 CE0182
 CE0182.The dynamic height is computed by dividing the NAVD 88
 CE0182.geopotential number by the normal gravity value computed on the
 CE0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0182.degrees latitude (g = 980.6199 gals.).
 CE0182
 CE0182.The modeled gravity was interpolated from observed gravity values.
 CE0182
 CE0182;                    North         East    Units  Estimated Accuracy
 CE0182;SPC TX C     - 3,208,760.      156,280.      MT  (+/- 180 meters Scaled)
 CE0182
 CE0182                          SUPERSEDED SURVEY CONTROL
 CE0182
 CE0182.No superseded survey control is available for this station.
 CE0182
 CE0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ997770(NAD 83)
 CE0182_MARKER: P = PIPE CAP
 CE0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0182_SP_SET: IRON PIPE
 CE0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0182
 CE0182  HISTORY     - Date     Condition        Report By
 CE0182  HISTORY     - UNK      MONUMENTED       CGS
 CE0182  HISTORY     - 1911     GOOD             NGS
 CE0182  HISTORY     - 1972     MARK NOT FOUND   USGS
 CE0182
 CE0182                          STATION DESCRIPTION
 CE0182
 CE0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1911
 CE0182'2.0 MI W FROM POLVO.
 CE0182'2.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM POLVO, EL
 CE0182'PASO COUNTY, 3 FEET NORTHWEST OF MILEPOST 792, 47 FEET SOUTH OF THE
 CE0182'CENTER LINE OF THE TRACK, AND 4 FEET NORTH OF THE FENCE.  A STANDARD
 CE0182'CAP, STAMPED ELEV 3576.673 FT S 18 IN. AND SCREWED ON THE TOP OF A
 CE0182'3-1/2-INCH IRON PIPE PROJECTING 1.5 FEET ABOVE GROUND.
 CE0182
 CE0182                          STATION RECOVERY (1972)
 CE0182
 CE0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CE0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2134 ***********************************************************************
 CS2134  DESIGNATION -  S 18
 CS2134  PID         -  CS2134
 CS2134  STATE/COUNTY-  TX/HILL
 CS2134  USGS QUAD   -  BLUM (1976)
 CS2134
 CS2134                         *CURRENT SURVEY CONTROL
 CS2134  ___________________________________________________________________
 CS2134* NAD 83(1986)-  32 11 01.     (N)    097 22 49.     (W)     SCALED    
 CS2134* NAVD 88     -       193.455  (meters)     634.69   (feet)  ADJUSTED  
 CS2134  ___________________________________________________________________
 CS2134  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS2134  DYNAMIC HT  -         193.218 (meters)     633.92  (feet)  COMP
 CS2134  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 CS2134
 CS2134  VERT ORDER  -  SECOND    CLASS 0
 CS2134
 CS2134.The horizontal coordinates were scaled from a topographic map and have
 CS2134.an estimated accuracy of +/- 6 seconds.
 CS2134
 CS2134.The orthometric height was determined by differential leveling
 CS2134.and adjusted by the National Geodetic Survey in June 1991..
 CS2134
 CS2134.The geoid height was determined by GEOID03.
 CS2134
 CS2134.The dynamic height is computed by dividing the NAVD 88
 CS2134.geopotential number by the normal gravity value computed on the
 CS2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2134.degrees latitude (g = 980.6199 gals.).
 CS2134
 CS2134.The modeled gravity was interpolated from observed gravity values.
 CS2134
 CS2134;                    North         East    Units  Estimated Accuracy
 CS2134;SPC TXNC     - 2,057,890.      705,590.      MT  (+/- 180 meters Scaled)
 CS2134
 CS2134                          SUPERSEDED SURVEY CONTROL
 CS2134
 CS2134  NGVD 29 (??/??/92)  193.433  (m)          634.62   (f) ADJ UNCH    2 0
 CS2134
 CS2134.Superseded values are not recommended for survey control.
 CS2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2134.See file dsdata.txt to determine how the superseded data were derived.
 CS2134
 CS2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA526619(NAD 83)
 CS2134_MARKER: DD = SURVEY DISK
 CS2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2134_STAMPING: S 18 1923 11 F
 CS2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2134+STABILITY: SURFACE MOTION
 CS2134
 CS2134  HISTORY     - Date     Condition        Report By
 CS2134  HISTORY     - 1923     MONUMENTED       USGS
 CS2134  HISTORY     - 1966     GOOD             NGS
 CS2134  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS2134
 CS2134                          STATION DESCRIPTION
 CS2134
 CS2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2134'3.7 MI S FROM RIO VISTA.
 CS2134'ABOUT 3.7 MILES SOUTH ALONG STATE HIGHWAY 174 AND THE SANTA FE
 CS2134'RAILROAD FROM THE POST OFFICE AT RIO VISTA, 4 POLES NORTH OF MILE POST
 CS2134'306, 42 FEET EAST OF THE EAST RAIL ROAD TRACK, 24 FEET SOUTH OF THE
 CS2134'CENTER LINE OF A DRIVEWAY, 54 FEET SOUTHEAST OF A RAIL ROAD CROSSING,
 CS2134'AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD UNITED STATES
 CS2134'GEOLOGICAL SURVEY DISK, STAMPED S 18 1923 F 11 AND SET IN A 6 X 6 IN.
 CS2134'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE
 CS2134'GROUND.  NOTE-- THE RAILROAD NOW BY PASSES THE RAILWAY STATION IN BLUM
 CS2134'WHICH WAS THE POINT TO REACH FROM.
 CS2134
 CS2134                          STATION RECOVERY (1999)
 CS2134
 CS2134'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0669 ***********************************************************************
 CD0669  DESIGNATION -  S 180
 CD0669  PID         -  CD0669
 CD0669  STATE/COUNTY-  TX/HUDSPETH
 CD0669  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0669
 CD0669                         *CURRENT SURVEY CONTROL
 CD0669  ___________________________________________________________________
 CD0669* NAD 83(1986)-  31 49 38.     (N)    105 55 58.     (W)     SCALED    
 CD0669* NAVD 88     -      1565.686  (meters)    5136.75   (feet)  ADJUSTED  
 CD0669  ___________________________________________________________________
 CD0669  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CD0669  DYNAMIC HT  -        1563.234 (meters)    5128.71  (feet)  COMP
 CD0669  MODELED GRAV-     979,018.2   (mgal)                       NAVD 88
 CD0669
 CD0669  VERT ORDER  -  FIRST     CLASS II
 CD0669
 CD0669.The horizontal coordinates were scaled from a topographic map and have
 CD0669.an estimated accuracy of +/- 6 seconds.
 CD0669
 CD0669.The orthometric height was determined by differential leveling
 CD0669.and adjusted by the National Geodetic Survey in June 1991..
 CD0669.WARNING-Repeat measurements at this control monument indicate possible
 CD0669.vertical movement.
 CD0669
 CD0669.The geoid height was determined by GEOID03.
 CD0669
 CD0669.The dynamic height is computed by dividing the NAVD 88
 CD0669.geopotential number by the normal gravity value computed on the
 CD0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0669.degrees latitude (g = 980.6199 gals.).
 CD0669
 CD0669.The modeled gravity was interpolated from observed gravity values.
 CD0669
 CD0669;                    North         East    Units  Estimated Accuracy
 CD0669;SPC TX C     - 3,252,860.      170,130.      MT  (+/- 180 meters Scaled)
 CD0669
 CD0669                          SUPERSEDED SURVEY CONTROL
 CD0669
 CD0669  NGVD 29 (??/??/92) 1564.930  (m)         5134.27   (f) ADJ UNCH    1 2
 CD0669
 CD0669.Superseded values are not recommended for survey control.
 CD0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0669.See file dsdata.txt to determine how the superseded data were derived.
 CD0669
 CD0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR117216(NAD 83)
 CD0669_MARKER: DB = BENCH MARK DISK
 CD0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0669_STAMPING: S 180 1933
 CD0669_PROJECTION: PROJECTING 30 CENTIMETERS
 CD0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0669+STABILITY: SURFACE MOTION
 CD0669
 CD0669  HISTORY     - Date     Condition        Report By
 CD0669  HISTORY     - 1933     MONUMENTED       CGS
 CD0669  HISTORY     - 1958     GOOD             NGS
 CD0669  HISTORY     - 1981     GOOD             NGS
 CD0669
 CD0669                          STATION DESCRIPTION
 CD0669
 CD0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0669'30.3 MI E FROM EL PASO.
 CD0669'ABOUT 30.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0669'OF LOOP 16 AT EL PASO, 90 FEET NORTH OF THE CENTER LINE OF THE
 CD0669'HIGHWAY, 194 FEET EAST OF THE PROJECTED CENTER LINE OF A ROAD LEADING
 CD0669'SOUTH, 14 FEET NORTH OF A FENCE, 1 1/2 FEET WEST OF A CONCRETE WITNESS
 CD0669'POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CD0669'PROJECTING 1 FOOT.
 CD0669
 CD0669                          STATION RECOVERY (1981)
 CD0669
 CD0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0669'48.8 KM (30.3 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0669'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0669'59.1 METERS (194.0 FT) EAST OF THE EXTENDED CENTER OF A GRAVELED
 CD0669'ROAD LEADING SOUTH TO THE MARY WEST SPIKE S RANCH, 42.1 METERS
 CD0669'(138.0 FT) WEST-NORTHWEST OF A FENCE CORNER AT A GATE AND FIELD
 CD0669'ROAD LEADING NORTH, 33.8 METERS (111.0 FT) EAST OF A POWER LINE
 CD0669'CROSSING AND 27.4 METERS (90.0 FT) NORTH OF THE CENTERLINE OF THE
 CD0669'HIGHWAY.
 CD0669'THE MARK IS 4.3 METERS  N FROM  A WITNESS POST AND FENCE
 CD0669'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0417 ***********************************************************************
 CD0417  DESIGNATION -  S 181
 CD0417  PID         -  CD0417
 CD0417  STATE/COUNTY-  TX/HUDSPETH
 CD0417  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0417
 CD0417                         *CURRENT SURVEY CONTROL
 CD0417  ___________________________________________________________________
 CD0417* NAD 83(1986)-  31 44 50.     (N)    105 11 08.     (W)     SCALED    
 CD0417* NAVD 88     -      1200.035  (meters)    3937.11   (feet)  ADJUSTED  
 CD0417  ___________________________________________________________________
 CD0417  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD0417  DYNAMIC HT  -        1198.251 (meters)    3931.26  (feet)  COMP
 CD0417  MODELED GRAV-     979,111.3   (mgal)                       NAVD 88
 CD0417
 CD0417  VERT ORDER  -  FIRST     CLASS II
 CD0417
 CD0417.The horizontal coordinates were scaled from a topographic map and have
 CD0417.an estimated accuracy of +/- 6 seconds.
 CD0417
 CD0417.The orthometric height was determined by differential leveling
 CD0417.and adjusted by the National Geodetic Survey in June 1991..
 CD0417
 CD0417.The geoid height was determined by GEOID03.
 CD0417
 CD0417.The dynamic height is computed by dividing the NAVD 88
 CD0417.geopotential number by the normal gravity value computed on the
 CD0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0417.degrees latitude (g = 980.6199 gals.).
 CD0417
 CD0417.The modeled gravity was interpolated from observed gravity values.
 CD0417
 CD0417;                    North         East    Units  Estimated Accuracy
 CD0417;SPC TX C     - 3,240,670.      240,410.      MT  (+/- 180 meters Scaled)
 CD0417
 CD0417                          SUPERSEDED SURVEY CONTROL
 CD0417
 CD0417  NGVD 29 (??/??/92) 1199.52   (m)         3935.4    (f) COMPUTED    1 2
 CD0417
 CD0417.Superseded values are not recommended for survey control.
 CD0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0417.See file dsdata.txt to determine how the superseded data were derived.
 CD0417
 CD0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR824124(NAD 83)
 CD0417_MARKER: DB = BENCH MARK DISK
 CD0417_SETTING: 66 = SET IN ROCK OUTCROP
 CD0417_SP_SET: OUTCROP
 CD0417_STAMPING: S 181 1933
 CD0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0417+STABILITY: POSITION/ELEVATION WELL
 CD0417
 CD0417  HISTORY     - Date     Condition        Report By
 CD0417  HISTORY     - 1933     MONUMENTED       CGS
 CD0417  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0417
 CD0417                          STATION DESCRIPTION
 CD0417
 CD0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0417'80.2 MI E FROM EL PASO.
 CD0417'AT THE EAST END OF A FILL PIERCED BY AN IRON CULVERT WITH A MASONRY
 CD0417'HEADWALL, HALFWAY UP THE EAST BANK OF A GULCH, 50 FEET NORTH OF THE
 CD0417'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A FLAT LIMESTONE OUTCROP.
 CD0417'A STANDARD DISK, STAMPED S 181 1933.  NOTE-- IT IS BELIEVED TO HAVE
 CD0417'BEEN DESTROYED IN THE WIDENING OF THE HIGHWAY.  73.1 MILES EAST OF THE
 CD0417'JUNCTION OF LOOP 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0192 ***********************************************************************
 CV0192  DESIGNATION -  S 182
 CV0192  PID         -  CV0192
 CV0192  STATE/COUNTY-  TX/GAINES
 CV0192  USGS QUAD   -  PAYNES CORNER (1971)
 CV0192
 CV0192                         *CURRENT SURVEY CONTROL
 CV0192  ___________________________________________________________________
 CV0192* NAD 83(1986)-  32 43 31.     (N)    102 51 16.     (W)     SCALED    
 CV0192* NAVD 88     -      1048.450  (meters)    3439.79   (feet)  ADJUSTED  
 CV0192  ___________________________________________________________________
 CV0192  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 CV0192  DYNAMIC HT  -        1047.040 (meters)    3435.16  (feet)  COMP
 CV0192  MODELED GRAV-     979,256.5   (mgal)                       NAVD 88
 CV0192
 CV0192  VERT ORDER  -  FIRST     CLASS II
 CV0192
 CV0192.The horizontal coordinates were scaled from a topographic map and have
 CV0192.an estimated accuracy of +/- 6 seconds.
 CV0192
 CV0192.The orthometric height was determined by differential leveling
 CV0192.and adjusted by the National Geodetic Survey in June 1991..
 CV0192
 CV0192.The geoid height was determined by GEOID03.
 CV0192
 CV0192.The dynamic height is computed by dividing the NAVD 88
 CV0192.geopotential number by the normal gravity value computed on the
 CV0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0192.degrees latitude (g = 980.6199 gals.).
 CV0192
 CV0192.The modeled gravity was interpolated from observed gravity values.
 CV0192
 CV0192;                    North         East    Units  Estimated Accuracy
 CV0192;SPC TXNC     - 2,125,850.      191,970.      MT  (+/- 180 meters Scaled)
 CV0192
 CV0192                          SUPERSEDED SURVEY CONTROL
 CV0192
 CV0192  NGVD 29 (??/??/92) 1048.134  (m)         3438.75   (f) ADJ UNCH    1 2
 CV0192
 CV0192.Superseded values are not recommended for survey control.
 CV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0192.See file dsdata.txt to determine how the superseded data were derived.
 CV0192
 CV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS010228(NAD 83)
 CV0192_MARKER: DB = BENCH MARK DISK
 CV0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0192_STAMPING: S-182 1933
 CV0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0192+STABILITY: SURFACE MOTION
 CV0192
 CV0192  HISTORY     - Date     Condition        Report By
 CV0192  HISTORY     - 1933     MONUMENTED       CGS
 CV0192  HISTORY     - 1934     GOOD             NGS
 CV0192  HISTORY     - 1978     POOR             DOD
 CV0192
 CV0192                          STATION DESCRIPTION
 CV0192
 CV0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0192'12.6 MI W FROM SEMINOLE.
 CV0192'12.6 MILES WEST OF SEMINOLE COURTHOUSE ON STATE HIGHWAY NO. 83.  11.9
 CV0192'MILES EAST OF THE NEW MEXICO STATE LINE ON HIGHWAY NO. 83, 30 FEET
 CV0192'SOUTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 600 FEET WEST OF A RISE
 CV0192'IN THE HIGHWAY, 3 FEET NORTH OF THE FENCE LINE.
 CV0192
 CV0192                          STATION RECOVERY (1978)
 CV0192
 CV0192'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CV0192'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1995 ***********************************************************************
 CS1995  DESIGNATION -  S 183
 CS1995  PID         -  CS1995
 CS1995  STATE/COUNTY-  TX/TARRANT
 CS1995  USGS QUAD   -  EULESS (1981)
 CS1995
 CS1995                         *CURRENT SURVEY CONTROL
 CS1995  ___________________________________________________________________
 CS1995* NAD 83(1986)-  32 49 47.     (N)    097 03 15.     (W)     SCALED    
 CS1995* NAVD 88     -       167.158  (meters)     548.42   (feet)  ADJUSTED  
 CS1995  ___________________________________________________________________
 CS1995  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CS1995  DYNAMIC HT  -         166.966 (meters)     547.79  (feet)  COMP
 CS1995  MODELED GRAV-     979,483.8   (mgal)                       NAVD 88
 CS1995
 CS1995  VERT ORDER  -  SECOND    CLASS 0
 CS1995
 CS1995.The horizontal coordinates were scaled from a topographic map and have
 CS1995.an estimated accuracy of +/- 6 seconds.
 CS1995
 CS1995.The orthometric height was determined by differential leveling
 CS1995.and adjusted by the National Geodetic Survey in June 1991..
 CS1995
 CS1995.The geoid height was determined by GEOID03.
 CS1995
 CS1995.The dynamic height is computed by dividing the NAVD 88
 CS1995.geopotential number by the normal gravity value computed on the
 CS1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1995.degrees latitude (g = 980.6199 gals.).
 CS1995
 CS1995.The modeled gravity was interpolated from observed gravity values.
 CS1995
 CS1995;                    North         East    Units  Estimated Accuracy
 CS1995;SPC TXNC     - 2,129,900.      735,360.      MT  (+/- 180 meters Scaled)
 CS1995
 CS1995                          SUPERSEDED SURVEY CONTROL
 CS1995
 CS1995  NGVD 29 (??/??/92)  167.167  (m)          548.45   (f) ADJ UNCH    2 0
 CS1995
 CS1995.Superseded values are not recommended for survey control.
 CS1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1995.See file dsdata.txt to determine how the superseded data were derived.
 CS1995
 CS1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB821340(NAD 83)
 CS1995_MARKER: DB = BENCH MARK DISK
 CS1995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1995_SP_SET: BUILDING
 CS1995_STAMPING: S 183 1952
 CS1995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1995
 CS1995  HISTORY     - Date     Condition        Report By
 CS1995  HISTORY     - 1952     MONUMENTED       CGS
 CS1995  HISTORY     - 1958     GOOD             NGS
 CS1995
 CS1995                          STATION DESCRIPTION
 CS1995
 CS1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1995'1.15 MI E FROM EULESS.
 CS1995'AT GREATER FORT WORTH INTERNATIONAL AIRPORT, TARRANT COUNTY, 110 FEET
 CS1995'NORTHWEST OF THE WEATHER STATION, 30.7 FEET NORTH OF THE CENTER OF THE
 CS1995'NORTH DOOR OF THE EAST ENTRANCE TO THE FIRE HALL, IN THE EAST WALL OF
 CS1995'THE FIRE HALL, 14 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING,
 CS1995'2.2 FEET SOUTH OF THE SOUTH EDGE OF A WINDOW, AND 4 FEET ABOVE THE
 CS1995'GROUND.  A STANDARD DISK, STAMPED S 183 1952 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0291 ***********************************************************************
 DN0291  DESIGNATION -  S 185
 DN0291  PID         -  DN0291
 DN0291  STATE/COUNTY-  TX/COLLIN
 DN0291  USGS QUAD   -  CELINA (1960)
 DN0291
 DN0291                         *CURRENT SURVEY CONTROL
 DN0291  ___________________________________________________________________
 DN0291* NAD 83(1986)-  33 20 07.     (N)    096 46 51.     (W)     SCALED    
 DN0291* NAVD 88     -       208.650  (meters)     684.55   (feet)  ADJUSTED  
 DN0291  ___________________________________________________________________
 DN0291  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0291  DYNAMIC HT  -         208.429 (meters)     683.82  (feet)  COMP
 DN0291  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 DN0291
 DN0291  VERT ORDER  -  SECOND    CLASS 0
 DN0291
 DN0291.The horizontal coordinates were scaled from a topographic map and have
 DN0291.an estimated accuracy of +/- 6 seconds.
 DN0291
 DN0291.The orthometric height was determined by differential leveling
 DN0291.and adjusted by the National Geodetic Survey in June 1991..
 DN0291
 DN0291.The geoid height was determined by GEOID03.
 DN0291
 DN0291.The dynamic height is computed by dividing the NAVD 88
 DN0291.geopotential number by the normal gravity value computed on the
 DN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0291.degrees latitude (g = 980.6199 gals.).
 DN0291
 DN0291.The modeled gravity was interpolated from observed gravity values.
 DN0291
 DN0291;                    North         East    Units  Estimated Accuracy
 DN0291;SPC TXNC     - 2,186,340.      760,030.      MT  (+/- 180 meters Scaled)
 DN0291
 DN0291                          SUPERSEDED SURVEY CONTROL
 DN0291
 DN0291  NGVD 29 (??/??/92)  208.657  (m)          684.57   (f) ADJ UNCH    2 0
 DN0291
 DN0291.Superseded values are not recommended for survey control.
 DN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0291.See file dsdata.txt to determine how the superseded data were derived.
 DN0291
 DN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB065906(NAD 83)
 DN0291_MARKER: DB = BENCH MARK DISK
 DN0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0291_STAMPING: S 185 1952
 DN0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0291+STABILITY: SURFACE MOTION
 DN0291
 DN0291  HISTORY     - Date     Condition        Report By
 DN0291  HISTORY     - 1952     MONUMENTED       CGS
 DN0291  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0291  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0291
 DN0291                          STATION DESCRIPTION
 DN0291
 DN0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0291'0.75 MI N FROM CELINA.
 DN0291'0.75 MILE NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0291'FROM THE STATION AT CELINA, 125 FEET SOUTHWEST OF THE CENTER OF A DIRT
 DN0291'ROAD CROSSING, 27 FEET EAST OF A FENCE, 19.2 FEET WEST OF THE WEST
 DN0291'RAIL, 3.8 FEET SOUTH OF A TELEPHONE POLE, 3.5 FEET NORTH OF A WITNESS
 DN0291'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 DN0291'THE GROUND.
 DN0291
 DN0291                          STATION RECOVERY (1994)
 DN0291
 DN0291'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0291'MARK NOT FOUND.
 DN0291
 DN0291                          STATION RECOVERY (2005)
 DN0291
 DN0291'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0255 ***********************************************************************
 DO0255  DESIGNATION -  S 186
 DO0255  PID         -  DO0255
 DO0255  STATE/COUNTY-  TX/ARCHER
 DO0255  USGS QUAD   -  BOBCAT BLUFF (1964)
 DO0255
 DO0255                         *CURRENT SURVEY CONTROL
 DO0255  ___________________________________________________________________
 DO0255* NAD 83(1986)-  33 25 21.     (N)    098 42 44.     (W)     SCALED    
 DO0255* NAVD 88     -       365.288  (meters)    1198.45   (feet)  ADJUSTED  
 DO0255  ___________________________________________________________________
 DO0255  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DO0255  DYNAMIC HT  -         364.867 (meters)    1197.07  (feet)  COMP
 DO0255  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 DO0255
 DO0255  VERT ORDER  -  SECOND    CLASS 0
 DO0255
 DO0255.The horizontal coordinates were scaled from a topographic map and have
 DO0255.an estimated accuracy of +/- 6 seconds.
 DO0255
 DO0255.The orthometric height was determined by differential leveling
 DO0255.and adjusted by the National Geodetic Survey in June 1991..
 DO0255
 DO0255.The geoid height was determined by GEOID03.
 DO0255
 DO0255.The dynamic height is computed by dividing the NAVD 88
 DO0255.geopotential number by the normal gravity value computed on the
 DO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0255.degrees latitude (g = 980.6199 gals.).
 DO0255
 DO0255.The modeled gravity was interpolated from observed gravity values.
 DO0255
 DO0255;                    North         East    Units  Estimated Accuracy
 DO0255;SPC TXNC     - 2,194,730.      580,260.      MT  (+/- 180 meters Scaled)
 DO0255
 DO0255                          SUPERSEDED SURVEY CONTROL
 DO0255
 DO0255  NGVD 29 (??/??/92)  365.183  (m)         1198.10   (f) ADJ UNCH    2 0
 DO0255
 DO0255.Superseded values are not recommended for survey control.
 DO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0255.See file dsdata.txt to determine how the superseded data were derived.
 DO0255
 DO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB267981(NAD 83)
 DO0255_MARKER: DB = BENCH MARK DISK
 DO0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0255_SP_SET: MONUMENT
 DO0255_STAMPING: S-186 1933
 DO0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0255
 DO0255  HISTORY     - Date     Condition        Report By
 DO0255  HISTORY     - 1933     MONUMENTED       CGS
 DO0255  HISTORY     - 1957     GOOD             NGS
 DO0255  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0255
 DO0255                          STATION DESCRIPTION
 DO0255
 DO0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0255'5.0 MI N FROM OLNEY.
 DO0255'5.0 MILES NORTH OF, ALONG W.F.AND S.R.R. OPPOSITE MILE POST NO 38, 40
 DO0255'FEET WEST OF CENTER OF TRACK AND 50 FEET EAST OF CENTER OF HIGHWAY NO
 DO0255'79.
 DO0255
 DO0255                          STATION RECOVERY (1957)
 DO0255
 DO0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0255'RECOVERED IN GOOD CONDITION.
 DO0255
 DO0255                          STATION RECOVERY (2001)
 DO0255
 DO0255'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0421 ***********************************************************************
 DO0421  DESIGNATION -  S 187
 DO0421  PID         -  DO0421
 DO0421  STATE/COUNTY-  TX/BAYLOR
 DO0421  USGS QUAD   -  BOMARTON (1966)
 DO0421
 DO0421                         *CURRENT SURVEY CONTROL
 DO0421  ___________________________________________________________________
 DO0421* NAD 83(1986)-  33 36 43.     (N)    099 24 43.     (W)     SCALED    
 DO0421* NAVD 88     -       425.380  (meters)    1395.60   (feet)  ADJUSTED  
 DO0421  ___________________________________________________________________
 DO0421  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DO0421  DYNAMIC HT  -         424.892 (meters)    1394.00  (feet)  COMP
 DO0421  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 DO0421
 DO0421  VERT ORDER  -  SECOND    CLASS 0
 DO0421
 DO0421.The horizontal coordinates were scaled from a topographic map and have
 DO0421.an estimated accuracy of +/- 6 seconds.
 DO0421
 DO0421.The orthometric height was determined by differential leveling
 DO0421.and adjusted by the National Geodetic Survey in June 1991..
 DO0421
 DO0421.The geoid height was determined by GEOID03.
 DO0421
 DO0421.The dynamic height is computed by dividing the NAVD 88
 DO0421.geopotential number by the normal gravity value computed on the
 DO0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0421.degrees latitude (g = 980.6199 gals.).
 DO0421
 DO0421.The modeled gravity was interpolated from observed gravity values.
 DO0421
 DO0421;                    North         East    Units  Estimated Accuracy
 DO0421;SPC TXNC     - 2,216,080.      515,380.      MT  (+/- 180 meters Scaled)
 DO0421
 DO0421                          SUPERSEDED SURVEY CONTROL
 DO0421
 DO0421  NGVD 29 (??/??/92)  425.252  (m)         1395.18   (f) ADJ UNCH    2 0
 DO0421
 DO0421.Superseded values are not recommended for survey control.
 DO0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0421.See file dsdata.txt to determine how the superseded data were derived.
 DO0421
 DO0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC617192(NAD 83)
 DO0421_MARKER: DB = BENCH MARK DISK
 DO0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0421_SP_SET: STEP
 DO0421_STAMPING: S-187 1933
 DO0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0421
 DO0421  HISTORY     - Date     Condition        Report By
 DO0421  HISTORY     - 1933     MONUMENTED       CGS
 DO0421  HISTORY     - 1957     GOOD             NGS
 DO0421
 DO0421                          STATION DESCRIPTION
 DO0421
 DO0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0421'IN RED SPRINGS.
 DO0421'AT SCHOOL HOUSE, NORTH ENTRANCE, SET HORIZONTAL IN STONE STEP.
 DO0421
 DO0421                          STATION RECOVERY (1957)
 DO0421
 DO0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0437 ***********************************************************************
 CT0437  DESIGNATION -  S 188
 CT0437  PID         -  CT0437
 CT0437  STATE/COUNTY-  TX/EASTLAND
 CT0437  USGS QUAD   -  BERNIE LAKE (1966)
 CT0437
 CT0437                         *CURRENT SURVEY CONTROL
 CT0437  ___________________________________________________________________
 CT0437* NAD 83(1986)-  32 26 45.     (N)    099 01 21.     (W)     SCALED    
 CT0437* NAVD 88     -       463.474  (meters)    1520.58   (feet)  ADJUSTED  
 CT0437  ___________________________________________________________________
 CT0437  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CT0437  DYNAMIC HT  -         462.880 (meters)    1518.63  (feet)  COMP
 CT0437  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 CT0437
 CT0437  VERT ORDER  -  SECOND    CLASS 0
 CT0437
 CT0437.The horizontal coordinates were scaled from a topographic map and have
 CT0437.an estimated accuracy of +/- 6 seconds.
 CT0437
 CT0437.The orthometric height was determined by differential leveling
 CT0437.and adjusted by the National Geodetic Survey in June 1991..
 CT0437
 CT0437.The geoid height was determined by GEOID03.
 CT0437
 CT0437.The dynamic height is computed by dividing the NAVD 88
 CT0437.geopotential number by the normal gravity value computed on the
 CT0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0437.degrees latitude (g = 980.6199 gals.).
 CT0437
 CT0437.The modeled gravity was interpolated from observed gravity values.
 CT0437
 CT0437;                    North         East    Units  Estimated Accuracy
 CT0437;SPC TXNC     - 2,086,530.      550,870.      MT  (+/- 180 meters Scaled)
 CT0437
 CT0437                          SUPERSEDED SURVEY CONTROL
 CT0437
 CT0437  NGVD 29 (??/??/92)  463.338  (m)         1520.13   (f) ADJ UNCH    2 0
 CT0437
 CT0437.Superseded values are not recommended for survey control.
 CT0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0437.See file dsdata.txt to determine how the superseded data were derived.
 CT0437
 CT0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA978898(NAD 83)
 CT0437_MARKER: DB = BENCH MARK DISK
 CT0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0437_SP_SET: ABUTMENT
 CT0437_STAMPING: S 188 1933
 CT0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0437
 CT0437  HISTORY     - Date     Condition        Report By
 CT0437  HISTORY     - 1933     MONUMENTED       CGS
 CT0437  HISTORY     - 1957     GOOD             NGS
 CT0437
 CT0437                          STATION DESCRIPTION
 CT0437
 CT0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0437'6.2 MI NW FROM CISCO.
 CT0437'6.2 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0437'FROM CISCO, EASTLAND COUNTY, 500 FEET SOUTH OF THE BOB WELLINGTON
 CT0437'RANCH HOUSE, AT BRIDGE 160.5, AND IN THE TOP OF THE NORTHWEST CONCRETE
 CT0437'ABUTMENT.  NOTE-- THIS MARK WAS RECOVERED AS DESCRIBED IN BRIDGE 160.5
 CT0437'OVER SANDY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0201 ***********************************************************************
 DO0201  DESIGNATION -  S 189
 DO0201  PID         -  DO0201
 DO0201  STATE/COUNTY-  TX/JACK
 DO0201  USGS QUAD   -  SENATE (1981)
 DO0201
 DO0201                         *CURRENT SURVEY CONTROL
 DO0201  ___________________________________________________________________
 DO0201* NAD 83(1986)-  33 09 38.     (N)    098 21 50.     (W)     SCALED    
 DO0201* NAVD 88     -       368.723  (meters)    1209.72   (feet)  ADJUSTED  
 DO0201  ___________________________________________________________________
 DO0201  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0201  DYNAMIC HT  -         368.287 (meters)    1208.29  (feet)  COMP
 DO0201  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 DO0201
 DO0201  VERT ORDER  -  SECOND    CLASS 0
 DO0201
 DO0201.The horizontal coordinates were scaled from a topographic map and have
 DO0201.an estimated accuracy of +/- 6 seconds.
 DO0201
 DO0201.The orthometric height was determined by differential leveling
 DO0201.and adjusted by the National Geodetic Survey in June 1991..
 DO0201
 DO0201.The geoid height was determined by GEOID03.
 DO0201
 DO0201.The dynamic height is computed by dividing the NAVD 88
 DO0201.geopotential number by the normal gravity value computed on the
 DO0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0201.degrees latitude (g = 980.6199 gals.).
 DO0201
 DO0201.The modeled gravity was interpolated from observed gravity values.
 DO0201
 DO0201;                    North         East    Units  Estimated Accuracy
 DO0201;SPC TXNC     - 2,165,670.      612,700.      MT  (+/- 180 meters Scaled)
 DO0201
 DO0201                          SUPERSEDED SURVEY CONTROL
 DO0201
 DO0201  NGVD 29 (??/??/92)  368.632  (m)         1209.42   (f) ADJ UNCH    2 0
 DO0201
 DO0201.Superseded values are not recommended for survey control.
 DO0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0201.See file dsdata.txt to determine how the superseded data were derived.
 DO0201
 DO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB593692(NAD 83)
 DO0201_MARKER: DB = BENCH MARK DISK
 DO0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0201_SP_SET: MONUMENT
 DO0201_STAMPING: S-189 1933
 DO0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0201
 DO0201  HISTORY     - Date     Condition        Report By
 DO0201  HISTORY     - 1933     MONUMENTED       CGS
 DO0201  HISTORY     - 1964     MARK NOT FOUND   USGS
 DO0201  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0201
 DO0201                          STATION DESCRIPTION
 DO0201
 DO0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0201'1.0 MI E FROM BRYSON.
 DO0201'1.0 MILE EAST OF, ALONG CHICAGO, ROCK ISLAND AND GULF R. R. 11 RAILS
 DO0201'EAST OF MILE POST 40, 50 FEET NORTH OF CENTER OF TRACK.  1 1/2 FEET
 DO0201'INSIDE FENCE.
 DO0201
 DO0201                          STATION RECOVERY (1964)
 DO0201
 DO0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DO0201'MARK NOT FOUND.
 DO0201
 DO0201                          STATION RECOVERY (2001)
 DO0201
 DO0201'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1057 ***********************************************************************
 FL1057  DESIGNATION -  S 19
 FL1057  PID         -  FL1057
 FL1057  STATE/COUNTY-  TX/CARSON
 FL1057  USGS QUAD   -  WASHBURN (1973)
 FL1057
 FL1057                         *CURRENT SURVEY CONTROL
 FL1057  ___________________________________________________________________
 FL1057* NAD 83(1986)-  35 12 48.     (N)    101 36 36.     (W)     SCALED    
 FL1057* NAVD 88     -      1073.223  (meters)    3521.07   (feet)  ADJUSTED  
 FL1057  ___________________________________________________________________
 FL1057  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1057  DYNAMIC HT  -        1071.945 (meters)    3516.87  (feet)  COMP
 FL1057  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 FL1057
 FL1057  VERT ORDER  -  FIRST     CLASS II
 FL1057
 FL1057.The horizontal coordinates were scaled from a topographic map and have
 FL1057.an estimated accuracy of +/- 6 seconds.
 FL1057
 FL1057.The orthometric height was determined by differential leveling
 FL1057.and adjusted by the National Geodetic Survey in June 1991..
 FL1057
 FL1057.The geoid height was determined by GEOID03.
 FL1057
 FL1057.The dynamic height is computed by dividing the NAVD 88
 FL1057.geopotential number by the normal gravity value computed on the
 FL1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1057.degrees latitude (g = 980.6199 gals.).
 FL1057
 FL1057.The modeled gravity was interpolated from observed gravity values.
 FL1057
 FL1057;                    North         East    Units  Estimated Accuracy
 FL1057;SPC TX N     - 1,134,610.      189,990.      MT  (+/- 180 meters Scaled)
 FL1057
 FL1057                          SUPERSEDED SURVEY CONTROL
 FL1057
 FL1057  NGVD 29 (??/??/92) 1072.714  (m)         3519.40   (f) ADJ UNCH    1 2
 FL1057
 FL1057.Superseded values are not recommended for survey control.
 FL1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1057.See file dsdata.txt to determine how the superseded data were derived.
 FL1057
 FL1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD624998(NAD 83)
 FL1057_MARKER: P = PIPE CAP
 FL1057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL1057_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL1057_STAMPING: ELEV. 3519.396 FT S 19
 FL1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1057
 FL1057  HISTORY     - Date     Condition        Report By
 FL1057  HISTORY     - UNK      MONUMENTED       CGS
 FL1057  HISTORY     - 1957     GOOD             NGS
 FL1057  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1057
 FL1057                          STATION DESCRIPTION
 FL1057
 FL1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FL1057'4 MI W FROM YARNALL.
 FL1057'ABOUT 4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL1057'FROM THE STATION AT YARNALL, CARSON COUNTY, 0.2 MILE EAST OF A ROAD
 FL1057'CROSSING, AT THE WEST END OF A LONG FILL, NEAR THE EAST END OF A CUT,
 FL1057'32 YARDS NORTH OF THE CENTERLINE OF THE TRACK, 5 FEET FROM THE
 FL1057'RIGHT-OF-WAY FENCE, AND ONE FOOT FROM A WHITE WOODEN WITNESS POST.  A
 FL1057'STANDARD CAP, STAMPED ELEV. 3519.396 FT S 19 AND FASTENED ON THE TOP
 FL1057'OF A 3-1/2 INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 FL1057
 FL1057                          STATION RECOVERY (1984)
 FL1057
 FL1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0798 ***********************************************************************
 DN0798  DESIGNATION -  S 190
 DN0798  PID         -  DN0798
 DN0798  STATE/COUNTY-  TX/WISE
 DN0798  USGS QUAD   -  BRIDGEPORT EAST (1978)
 DN0798
 DN0798                         *CURRENT SURVEY CONTROL
 DN0798  ___________________________________________________________________
 DN0798* NAD 83(1986)-  33 13 50.     (N)    097 42 11.     (W)     SCALED    
 DN0798* NAVD 88     -       240.095  (meters)     787.71   (feet)  ADJUSTED  
 DN0798  ___________________________________________________________________
 DN0798  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DN0798  DYNAMIC HT  -         239.821 (meters)     786.81  (feet)  COMP
 DN0798  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 DN0798
 DN0798  VERT ORDER  -  SECOND    CLASS 0
 DN0798
 DN0798.The horizontal coordinates were scaled from a topographic map and have
 DN0798.an estimated accuracy of +/- 6 seconds.
 DN0798
 DN0798.The orthometric height was determined by differential leveling
 DN0798.and adjusted by the National Geodetic Survey in June 1991..
 DN0798
 DN0798.The geoid height was determined by GEOID03.
 DN0798
 DN0798.The dynamic height is computed by dividing the NAVD 88
 DN0798.geopotential number by the normal gravity value computed on the
 DN0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0798.degrees latitude (g = 980.6199 gals.).
 DN0798
 DN0798.The modeled gravity was interpolated from observed gravity values.
 DN0798
 DN0798;                    North         East    Units  Estimated Accuracy
 DN0798;SPC TXNC     - 2,173,700.      674,270.      MT  (+/- 180 meters Scaled)
 DN0798
 DN0798                          SUPERSEDED SURVEY CONTROL
 DN0798
 DN0798  NGVD 29 (??/??/92)  239.993  (m)          787.38   (f) ADJ UNCH    2 0
 DN0798
 DN0798.Superseded values are not recommended for survey control.
 DN0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0798.See file dsdata.txt to determine how the superseded data were derived.
 DN0798
 DN0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB208775(NAD 83)
 DN0798_MARKER: DB = BENCH MARK DISK
 DN0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0798_STAMPING: S 190 789.502 1933
 DN0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0798+STABILITY: SURFACE MOTION
 DN0798
 DN0798  HISTORY     - Date     Condition        Report By
 DN0798  HISTORY     - 1933     MONUMENTED       CGS
 DN0798  HISTORY     - 1949     GOOD             NGS
 DN0798  HISTORY     - 19980927 MARK NOT FOUND   USPSQD
 DN0798
 DN0798                          STATION DESCRIPTION
 DN0798
 DN0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DN0798'6.8 MI W FROM DECATUR.
 DN0798'ALONG HIGHWAY 24, 6.8 MILES WEST OF DECATUR AND 4.2 MILES EAST OF
 DN0798'BRIDGEPORT, WISE COUNTY, ABOUT 51 YARDS WEST OF A FARMHOUSE ON THE
 DN0798'DIVIDE, 12 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY AND IN THE
 DN0798'SOUTH RIGHT-OF-WAY FENCE, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 DN0798'PROJECTING 4 INCHES.
 DN0798
 DN0798                          STATION RECOVERY (1998)
 DN0798
 DN0798'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0303 ***********************************************************************
 CT0303  DESIGNATION -  S 191
 CT0303  PID         -  CT0303
 CT0303  STATE/COUNTY-  TX/STEPHENS
 CT0303  USGS QUAD   -  BRECKENRIDGE (1958)
 CT0303
 CT0303                         *CURRENT SURVEY CONTROL
 CT0303  ___________________________________________________________________
 CT0303* NAD 83(1986)-  32 49 55.     (N)    098 53 47.     (W)     SCALED    
 CT0303* NAVD 88     -       346.337  (meters)    1136.27   (feet)  ADJUSTED  
 CT0303  ___________________________________________________________________
 CT0303  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CT0303  DYNAMIC HT  -         345.908 (meters)    1134.87  (feet)  COMP
 CT0303  MODELED GRAV-     979,393.3   (mgal)                       NAVD 88
 CT0303
 CT0303  VERT ORDER  -  SECOND    CLASS 0
 CT0303
 CT0303.The horizontal coordinates were scaled from a topographic map and have
 CT0303.an estimated accuracy of +/- 6 seconds.
 CT0303
 CT0303.The orthometric height was determined by differential leveling
 CT0303.and adjusted by the National Geodetic Survey in June 1991..
 CT0303
 CT0303.The geoid height was determined by GEOID03.
 CT0303
 CT0303.The dynamic height is computed by dividing the NAVD 88
 CT0303.geopotential number by the normal gravity value computed on the
 CT0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0303.degrees latitude (g = 980.6199 gals.).
 CT0303
 CT0303.The modeled gravity was interpolated from observed gravity values.
 CT0303
 CT0303;                    North         East    Units  Estimated Accuracy
 CT0303;SPC TXNC     - 2,129,290.      562,890.      MT  (+/- 180 meters Scaled)
 CT0303
 CT0303                          SUPERSEDED SURVEY CONTROL
 CT0303
 CT0303  NGVD 29 (??/??/92)  346.240  (m)         1135.96   (f) ADJ UNCH    2 0
 CT0303
 CT0303.Superseded values are not recommended for survey control.
 CT0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0303.See file dsdata.txt to determine how the superseded data were derived.
 CT0303
 CT0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB096326(NAD 83)
 CT0303_MARKER: DB = BENCH MARK DISK
 CT0303_SETTING: 66 = SET IN ROCK OUTCROP
 CT0303_SP_SET: ROCK OUTCROP
 CT0303_STAMPING: S 191 1933
 CT0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0303+STABILITY: POSITION/ELEVATION WELL
 CT0303
 CT0303  HISTORY     - Date     Condition        Report By
 CT0303  HISTORY     - 1933     MONUMENTED       CGS
 CT0303  HISTORY     - 1957     GOOD             NGS
 CT0303  HISTORY     - 1984     MARK NOT FOUND   NGS
 CT0303
 CT0303                          STATION DESCRIPTION
 CT0303
 CT0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0303'5.9 MI N FROM BRECKENRIDGE.
 CT0303'5.9 MILES NORTH ALONG THE WICHITA FALLS AND SOUTHERN RAILROAD FROM
 CT0303'BRECKENRIDGE, STEPHENS COUNTY, 225 FEET NORTH OF MILEPOST 98, 250 FEET
 CT0303'SOUTH OF TRESTLE 97.7, 32 FEET EAST OF THE CENTER LINE OF THE TRACK,
 CT0303'AND IN THE TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED S 191
 CT0303'1933.
 CT0303
 CT0303                          STATION RECOVERY (1984)
 CT0303
 CT0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0786 ***********************************************************************
 CT0786  DESIGNATION -  S 192
 CT0786  PID         -  CT0786
 CT0786  STATE/COUNTY-  TX/SHACKELFORD
 CT0786  USGS QUAD   -  LUEDERS EAST (1987)
 CT0786
 CT0786                         *CURRENT SURVEY CONTROL
 CT0786  ___________________________________________________________________
 CT0786* NAD 83(1986)-  32 45 44.     (N)    099 36 04.     (W)     SCALED    
 CT0786* NAVD 88     -       487.998  (meters)    1601.04   (feet)  ADJUSTED  
 CT0786  ___________________________________________________________________
 CT0786  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CT0786  DYNAMIC HT  -         487.371 (meters)    1598.98  (feet)  COMP
 CT0786  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 CT0786
 CT0786  VERT ORDER  -  SECOND    CLASS 0
 CT0786
 CT0786.The horizontal coordinates were scaled from a topographic map and have
 CT0786.an estimated accuracy of +/- 6 seconds.
 CT0786
 CT0786.The orthometric height was determined by differential leveling
 CT0786.and adjusted by the National Geodetic Survey in June 1991..
 CT0786
 CT0786.The geoid height was determined by GEOID03.
 CT0786
 CT0786.The dynamic height is computed by dividing the NAVD 88
 CT0786.geopotential number by the normal gravity value computed on the
 CT0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0786.degrees latitude (g = 980.6199 gals.).
 CT0786
 CT0786.The modeled gravity was interpolated from observed gravity values.
 CT0786
 CT0786;                    North         East    Units  Estimated Accuracy
 CT0786;SPC TXNC     - 2,122,030.      496,840.      MT  (+/- 180 meters Scaled)
 CT0786
 CT0786                          SUPERSEDED SURVEY CONTROL
 CT0786
 CT0786  NGVD 29 (??/??/92)  487.853  (m)         1600.56   (f) ADJ UNCH    2 0
 CT0786
 CT0786.Superseded values are not recommended for survey control.
 CT0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0786.See file dsdata.txt to determine how the superseded data were derived.
 CT0786
 CT0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB436250(NAD 83)
 CT0786_MARKER: DB = BENCH MARK DISK
 CT0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0786_SP_SET: CULVERT
 CT0786_STAMPING: S 192 1933
 CT0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0786
 CT0786  HISTORY     - Date     Condition        Report By
 CT0786  HISTORY     - 1933     MONUMENTED       CGS
 CT0786  HISTORY     - 1957     GOOD             NGS
 CT0786
 CT0786                          STATION DESCRIPTION
 CT0786
 CT0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0786'3.4 MI E FROM LUEDERS.
 CT0786'IN SHACKELFORD COUNTY, 3.4 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS
 CT0786'RAILROAD OF TEXAS FROM LUEDERS, JONES COUNTY, 530 FEET WEST OF THE
 CT0786'CROSSING OF OLD STATE HIGHWAY 83, 17 FEET SOUTH OF THE CENTER LINE OF
 CT0786'THE TRACK, AT A CULVERT, AND IN THE TOP OF THE WEST END OF THE STONE
 CT0786'HEAD WALL.  A STANDARD DISK, STAMPED S 192 1933.  NOTE-- U.S. HIGHWAY
 CT0786'83 IS NOW U.S. HIGHWAY 180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0144 ***********************************************************************
 CT0144  DESIGNATION -  S 194
 CT0144  PID         -  CT0144
 CT0144  STATE/COUNTY-  TX/ERATH
 CT0144  USGS QUAD   -  ALEXANDER (1979)
 CT0144
 CT0144                         *CURRENT SURVEY CONTROL
 CT0144  ___________________________________________________________________
 CT0144* NAD 83(1986)-  32 02 32.     (N)    098 08 13.     (W)     SCALED    
 CT0144* NAVD 88     -       337.159  (meters)    1106.16   (feet)  ADJUSTED  
 CT0144  ___________________________________________________________________
 CT0144  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CT0144  DYNAMIC HT  -         336.731 (meters)    1104.76  (feet)  COMP
 CT0144  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 CT0144
 CT0144  VERT ORDER  -  SECOND    CLASS 0
 CT0144
 CT0144.The horizontal coordinates were scaled from a topographic map and have
 CT0144.an estimated accuracy of +/- 6 seconds.
 CT0144
 CT0144.The orthometric height was determined by differential leveling
 CT0144.and adjusted by the National Geodetic Survey in June 1991..
 CT0144
 CT0144.The geoid height was determined by GEOID03.
 CT0144
 CT0144.The dynamic height is computed by dividing the NAVD 88
 CT0144.geopotential number by the normal gravity value computed on the
 CT0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0144.degrees latitude (g = 980.6199 gals.).
 CT0144
 CT0144.The modeled gravity was interpolated from observed gravity values.
 CT0144
 CT0144;                    North         East    Units  Estimated Accuracy
 CT0144;SPC TXNC     - 2,041,710.      634,290.      MT  (+/- 180 meters Scaled)
 CT0144
 CT0144                          SUPERSEDED SURVEY CONTROL
 CT0144
 CT0144  NGVD 29 (??/??/92)  337.081  (m)         1105.91   (f) ADJ UNCH    2 0
 CT0144
 CT0144.Superseded values are not recommended for survey control.
 CT0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0144.See file dsdata.txt to determine how the superseded data were derived.
 CT0144
 CT0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA814454(NAD 83)
 CT0144_MARKER: DB = BENCH MARK DISK
 CT0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0144_SP_SET: CULVERT
 CT0144_STAMPING: S 194 1933
 CT0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0144
 CT0144  HISTORY     - Date     Condition        Report By
 CT0144  HISTORY     - 1933     MONUMENTED       CGS
 CT0144  HISTORY     - 1954     GOOD             NGS
 CT0144  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0144
 CT0144                          STATION DESCRIPTION
 CT0144
 CT0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0144'0.8 MI W FROM CLAIRETTE.
 CT0144'ABOUT 0.8 MILE WEST ALONG THE M.K.T.R.R. FROM THE STATION AT CLAIRETTE
 CT0144'ERATH COUNTY, ABOUT 6 POLES EAST OF MILEPOST 93, 100 YARDS SOUTH OF
 CT0144'HIGHWAY NO. 8, 0.1 MILE SOUTHWEST OF A FARMHOUSE WHICH IS NORTH OF THE
 CT0144'HIGHWAY AND IN THE TOP OF THE NORTH END OF A CONCRETE CULVERT. A
 CT0144'STANDARD DISK STAMPED AS ABOVE.
 CT0144
 CT0144                          STATION RECOVERY (1995)
 CT0144
 CT0144'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0763 ***********************************************************************
 BZ0763  DESIGNATION -  S 195
 BZ0763  PID         -  BZ0763
 BZ0763  STATE/COUNTY-  TX/HILL
 BZ0763  USGS QUAD   -  WHITNEY (1979)
 BZ0763
 BZ0763                         *CURRENT SURVEY CONTROL
 BZ0763  ___________________________________________________________________
 BZ0763* NAD 83(1986)-  31 56 42.     (N)    097 19 10.     (W)     SCALED    
 BZ0763* NAVD 88     -       179.935  (meters)     590.34   (feet)  ADJUSTED  
 BZ0763  ___________________________________________________________________
 BZ0763  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BZ0763  DYNAMIC HT  -         179.713 (meters)     589.61  (feet)  COMP
 BZ0763  MODELED GRAV-     979,400.0   (mgal)                       NAVD 88
 BZ0763
 BZ0763  VERT ORDER  -  SECOND    CLASS 0
 BZ0763
 BZ0763.The horizontal coordinates were scaled from a topographic map and have
 BZ0763.an estimated accuracy of +/- 6 seconds.
 BZ0763
 BZ0763.The orthometric height was determined by differential leveling
 BZ0763.and adjusted by the National Geodetic Survey in June 1991..
 BZ0763
 BZ0763.The geoid height was determined by GEOID03.
 BZ0763
 BZ0763.The dynamic height is computed by dividing the NAVD 88
 BZ0763.geopotential number by the normal gravity value computed on the
 BZ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0763.degrees latitude (g = 980.6199 gals.).
 BZ0763
 BZ0763.The modeled gravity was interpolated from observed gravity values.
 BZ0763
 BZ0763;                    North         East    Units  Estimated Accuracy
 BZ0763;SPC TXNC     - 2,031,490.      711,630.      MT  (+/- 180 meters Scaled)
 BZ0763
 BZ0763                          SUPERSEDED SURVEY CONTROL
 BZ0763
 BZ0763  NGVD 29 (??/??/92)  179.899  (m)          590.22   (f) ADJ UNCH    2 0
 BZ0763
 BZ0763.Superseded values are not recommended for survey control.
 BZ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0763.See file dsdata.txt to determine how the superseded data were derived.
 BZ0763
 BZ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA588355(NAD 83)
 BZ0763_MARKER: DB = BENCH MARK DISK
 BZ0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0763_SP_SET: SIDEWALK
 BZ0763_STAMPING: S 195 1933 590.219
 BZ0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0763
 BZ0763  HISTORY     - Date     Condition        Report By
 BZ0763  HISTORY     - 1933     MONUMENTED       CGS
 BZ0763  HISTORY     - 1951     GOOD             NGS
 BZ0763  HISTORY     - 1967     GOOD             USGS
 BZ0763  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0763  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0763
 BZ0763                          STATION DESCRIPTION
 BZ0763
 BZ0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ0763'IN WHITNEY.
 BZ0763'IT IS AT WHITNEY, HILL COUNTY, AT THE SCHOOL BUILDING NEAR THE SOUTH
 BZ0763'PART OF TOWN, IN THE CONCRETE WALK ABOUT 6 FEET SOUTH OF THE CENTER OF
 BZ0763'THE SOUTH ENTRANCE AT THE WEST SIDE OF THE BUILDING.  IT IS ABOUT 1
 BZ0763'FOOT WEST OF THE BRICK WALL.  A STANDARD DISK STAMPED S 195 1933
 BZ0763'590.219 AND SET FLUSH WITH THE SURFACE OF THE WALK.  NOTE-- IT WAS
 BZ0763'ORIGINALLY DESCRIBED AS IN THE WEST FACADE AND SET VERTICALLY WHICH IS
 BZ0763'IN ERROR.  NOTE-- BM IS SET HORIZONTALLY IN SIDEWALK, 6 FT S OF C/L OF
 BZ0763'ENTR. 1 FT. W OF WALL OF BLDG.
 BZ0763
 BZ0763                          STATION RECOVERY (1967)
 BZ0763
 BZ0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BZ0763'RECOVERED IN GOOD CONDITION.
 BZ0763
 BZ0763                          STATION RECOVERY (1999)
 BZ0763
 BZ0763'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0763'MARK NOT FOUND.
 BZ0763
 BZ0763                          STATION RECOVERY (2003)
 BZ0763
 BZ0763'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0389 ***********************************************************************
 BM0389  DESIGNATION -  S 196
 BM0389  PID         -  BM0389
 BM0389  STATE/COUNTY-  TX/MILAM
 BM0389  USGS QUAD   -  ROCKDALE WEST (1989)
 BM0389
 BM0389                         *CURRENT SURVEY CONTROL
 BM0389  ___________________________________________________________________
 BM0389* NAD 83(1986)-  30 37 40.     (N)    097 06 43.     (W)     SCALED    
 BM0389* NAVD 88     -       133.76   (+/-2cm)     438.8    (feet)  VERTCON   
 BM0389  ___________________________________________________________________
 BM0389  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BM0389
 BM0389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0389
 BM0389.The horizontal coordinates were scaled from a topographic map and have
 BM0389.an estimated accuracy of +/- 6 seconds.
 BM0389
 BM0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0389.The vertical order pertains to the NGVD 29 superseded value.
 BM0389
 BM0389.The geoid height was determined by GEOID03.
 BM0389
 BM0389;                    North         East    Units  Estimated Accuracy
 BM0389;SPC TX C     - 3,111,020.    1,008,770.      MT  (+/- 180 meters Scaled)
 BM0389
 BM0389                          SUPERSEDED SURVEY CONTROL
 BM0389
 BM0389  NGVD 29 (??/??/92)  133.70   (m)          438.6    (f) COMPUTED    2 0
 BM0389
 BM0389.Superseded values are not recommended for survey control.
 BM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0389.See file dsdata.txt to determine how the superseded data were derived.
 BM0389
 BM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU809898(NAD 83)
 BM0389_MARKER: DB = BENCH MARK DISK
 BM0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0389_SP_SET: CULVERT
 BM0389_STAMPING: S-196 1933
 BM0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0389
 BM0389  HISTORY     - Date     Condition        Report By
 BM0389  HISTORY     - 1933     MONUMENTED       CGS
 BM0389  HISTORY     - 1952     GOOD             MPRR
 BM0389  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 BM0389  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0389
 BM0389                          STATION DESCRIPTION
 BM0389
 BM0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0389'6.0 MI E FROM THORNDALE.
 BM0389'6.0 MILES EAST OF, ALONG INTERNATIONAL AND GREAT NORTHERN R.R. 0.1
 BM0389'MILE EAST OF MILEPOST 126/10, SET HORIZONTAL IN TOP OF SOUTHEAST END
 BM0389'OF CONCRETE RAILROAD CULVERT.
 BM0389
 BM0389                          STATION RECOVERY (1952)
 BM0389
 BM0389'RECOVERY NOTE BY MISSOURI PACIFIC RAILROAD 1952
 BM0389'RECOVERED IN GOOD CONDITION.
 BM0389
 BM0389                          STATION RECOVERY (1991)
 BM0389
 BM0389'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0389'MARK NOT FOUND.
 BM0389
 BM0389                          STATION RECOVERY (1999)
 BM0389
 BM0389'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0390 ***********************************************************************
 BM0390  DESIGNATION -  S 196 RESET 1952
 BM0390  PID         -  BM0390
 BM0390  STATE/COUNTY-  TX/MILAM
 BM0390  USGS QUAD   -  ROCKDALE WEST (1989)
 BM0390
 BM0390                         *CURRENT SURVEY CONTROL
 BM0390  ___________________________________________________________________
 BM0390* NAD 83(1986)-  30 37 40.     (N)    097 06 43.     (W)     SCALED    
 BM0390* NAVD 88     -       134.34   (+/-2cm)     440.7    (feet)  VERTCON   
 BM0390  ___________________________________________________________________
 BM0390  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BM0390
 BM0390  VERT ORDER  -  THIRD (See Below)
 BM0390
 BM0390.The horizontal coordinates were scaled from a topographic map and have
 BM0390.an estimated accuracy of +/- 6 seconds.
 BM0390
 BM0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0390.The vertical order pertains to the NGVD 29 superseded value.
 BM0390
 BM0390.The geoid height was determined by GEOID03.
 BM0390
 BM0390;                    North         East    Units  Estimated Accuracy
 BM0390;SPC TX C     - 3,111,020.    1,008,770.      MT  (+/- 180 meters Scaled)
 BM0390
 BM0390                          SUPERSEDED SURVEY CONTROL
 BM0390
 BM0390  NGVD 29 (??/??/??)  134.28   (m)          440.6    (f) RESET       3  
 BM0390
 BM0390.Superseded values are not recommended for survey control.
 BM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0390.See file dsdata.txt to determine how the superseded data were derived.
 BM0390
 BM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU809898(NAD 83)
 BM0390_MARKER: DB = BENCH MARK DISK
 BM0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0390_SP_SET: CULVERT
 BM0390_STAMPING: S 196 RESET 1952
 BM0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0390
 BM0390  HISTORY     - Date     Condition        Report By
 BM0390  HISTORY     - 1952     MONUMENTED       MPRR
 BM0390  HISTORY     - 1962     MARK NOT FOUND   USGS
 BM0390  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0390
 BM0390                          STATION DESCRIPTION
 BM0390
 BM0390'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BM0390'6.0 MI E FROM THORNDALE.
 BM0390'6.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0390'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THORNDALE, MILAM COUNTY,
 BM0390'0.1 MILE EAST OF POLE 126/10, AT A CONCRETE CULVERT, AND IN THE TOP OF
 BM0390'THE NORTHEAST HEADWALL.  NOTE-- RAILROAD BED WAS RE-VAMPED.
 BM0390
 BM0390                          STATION RECOVERY (1999)
 BM0390
 BM0390'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0394 ***********************************************************************
 BZ0394  DESIGNATION -  S 197
 BZ0394  PID         -  BZ0394
 BZ0394  STATE/COUNTY-  TX/ROBERTSON
 BZ0394  USGS QUAD   -  FRANKLIN (1982)
 BZ0394
 BZ0394                         *CURRENT SURVEY CONTROL
 BZ0394  ___________________________________________________________________
 BZ0394* NAD 83(1986)-  31 01 41.     (N)    096 28 57.     (W)     SCALED    
 BZ0394* NAVD 88     -       140.31   (+/-2cm)     460.3    (feet)  VERTCON   
 BZ0394  ___________________________________________________________________
 BZ0394  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BZ0394
 BZ0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0394
 BZ0394.The horizontal coordinates were scaled from a topographic map and have
 BZ0394.an estimated accuracy of +/- 6 seconds.
 BZ0394
 BZ0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0394.The vertical order pertains to the NGVD 29 superseded value.
 BZ0394
 BZ0394.The geoid height was determined by GEOID03.
 BZ0394
 BZ0394;                    North         East    Units  Estimated Accuracy
 BZ0394;SPC TX C     - 3,157,280.    1,067,550.      MT  (+/- 180 meters Scaled)
 BZ0394
 BZ0394                          SUPERSEDED SURVEY CONTROL
 BZ0394
 BZ0394  NGVD 29 (??/??/92)  140.271  (m)          460.21   (f) ADJ UNCH    2 0
 BZ0394
 BZ0394.Superseded values are not recommended for survey control.
 BZ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0394.See file dsdata.txt to determine how the superseded data were derived.
 BZ0394
 BZ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV403354(NAD 83)
 BZ0394_MARKER: DB = BENCH MARK DISK
 BZ0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0394_SP_SET: BUILDING
 BZ0394_STAMPING: 460.209 S 197 1933
 BZ0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0394
 BZ0394  HISTORY     - Date     Condition        Report By
 BZ0394  HISTORY     - 1933     MONUMENTED       CGS
 BZ0394  HISTORY     - 1990     GOOD             USPSQD
 BZ0394  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BZ0394
 BZ0394                          STATION DESCRIPTION
 BZ0394
 BZ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0394'IN FRANKLIN.
 BZ0394'AT FRANKLIN, ROBERTSON COUNTY, AT THE HIGH SCHOOL, AT THE SOUTH
 BZ0394'ENTRANCE TO THE BUILDING, AND IN THE TOP OF THE NORTHEAST CORNER OF
 BZ0394'THE TERRACE.
 BZ0394
 BZ0394                          STATION RECOVERY (1990)
 BZ0394
 BZ0394'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ0394'RECOVERED IN GOOD CONDITION.
 BZ0394
 BZ0394                          STATION RECOVERY (1994)
 BZ0394
 BZ0394'RECOVERY NOTE BY US POWER SQUADRON 1994
 BZ0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0991 ***********************************************************************
 BZ0991  DESIGNATION -  S 198
 BZ0991  PID         -  BZ0991
 BZ0991  STATE/COUNTY-  TX/CORYELL
 BZ0991  USGS QUAD   -  GATESVILLE EAST (1994)
 BZ0991
 BZ0991                         *CURRENT SURVEY CONTROL
 BZ0991  ___________________________________________________________________
 BZ0991* NAD 83(1986)-  31 25 17.     (N)    097 42 13.     (W)     SCALED    
 BZ0991* NAVD 88     -       253.881  (meters)     832.94   (feet)  ADJUSTED  
 BZ0991  ___________________________________________________________________
 BZ0991  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BZ0991  DYNAMIC HT  -         253.547 (meters)     831.85  (feet)  COMP
 BZ0991  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 BZ0991
 BZ0991  VERT ORDER  -  SECOND    CLASS 0
 BZ0991
 BZ0991.The horizontal coordinates were scaled from a topographic map and have
 BZ0991.an estimated accuracy of +/- 6 seconds.
 BZ0991
 BZ0991.The orthometric height was determined by differential leveling
 BZ0991.and adjusted by the National Geodetic Survey in June 1991..
 BZ0991
 BZ0991.The geoid height was determined by GEOID03.
 BZ0991
 BZ0991.The dynamic height is computed by dividing the NAVD 88
 BZ0991.geopotential number by the normal gravity value computed on the
 BZ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0991.degrees latitude (g = 980.6199 gals.).
 BZ0991
 BZ0991.The modeled gravity was interpolated from observed gravity values.
 BZ0991
 BZ0991;                    North         East    Units  Estimated Accuracy
 BZ0991;SPC TX C     - 3,197,480.      949,990.      MT  (+/- 180 meters Scaled)
 BZ0991
 BZ0991                          SUPERSEDED SURVEY CONTROL
 BZ0991
 BZ0991  NGVD 29 (??/??/92)  253.818  (m)          832.73   (f) ADJ UNCH    2 0
 BZ0991
 BZ0991.Superseded values are not recommended for survey control.
 BZ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0991.See file dsdata.txt to determine how the superseded data were derived.
 BZ0991
 BZ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV232770(NAD 83)
 BZ0991_MARKER: DB = BENCH MARK DISK
 BZ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0991_SP_SET: CONCRETE POST
 BZ0991_STAMPING: S 198 1933
 BZ0991_MARK LOGO: CGS   
 BZ0991_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0991+STABILITY: SURFACE MOTION
 BZ0991
 BZ0991  HISTORY     - Date     Condition        Report By
 BZ0991  HISTORY     - 1933     MONUMENTED       CGS
 BZ0991  HISTORY     - 1957     GOOD             DOD
 BZ0991  HISTORY     - 19910221 GOOD             USGS
 BZ0991
 BZ0991                          STATION DESCRIPTION
 BZ0991
 BZ0991'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0991'1.8 MI SE FROM GATESVILLE.
 BZ0991'1.8 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0991'GATESVILLE, CORYELL COUNTY, 135 FEET SOUTHEAST OF POLE 721+3, 90 FEET
 BZ0991'SOUTH OF THE CENTERLINE OF THE TRACK, AND NEAR A LANE SOUTH OF THE
 BZ0991'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 BZ0991
 BZ0991                          STATION RECOVERY (1991)
 BZ0991
 BZ0991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ0991'ABOUT 1.8 MILES (2.9 KM) SOUTHEAST ALONG THE OLD RAILROAD GRADE FROM
 BZ0991'GATESVILLE, 88 FEET (26.8 M) SOUTH OF THE OLD RAILROAD GRADE, 26 FEET
 BZ0991'(7.9 M) SOUTH OF THE OLD ROW FENCE, 2 FEET (0.6 M) NORTH OF A FENCE,
 BZ0991'23 FEET (7.0 M) EAST OF A T FENCE SOUTH, ABOUT 38 FEET (11.6 M) WEST
 BZ0991'OF THE WEST BANK OF A CREEK, A STANDARD DISK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1457 ***********************************************************************
 BZ1457  DESIGNATION -  S 199 RESET
 BZ1457  PID         -  BZ1457
 BZ1457  STATE/COUNTY-  TX/BELL
 BZ1457  USGS QUAD   -  TEMPLE (1993)
 BZ1457
 BZ1457                         *CURRENT SURVEY CONTROL
 BZ1457  ___________________________________________________________________
 BZ1457* NAD 83(1986)-  31 05 49.     (N)    097 20 30.     (W)     SCALED    
 BZ1457* NAVD 88     -       222.57   (meters)     730.2    (feet)  RESET     
 BZ1457  ___________________________________________________________________
 BZ1457  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1457
 BZ1457  VERT ORDER  -  THIRD
 BZ1457
 BZ1457.The horizontal coordinates were scaled from a topographic map and have
 BZ1457.an estimated accuracy of +/- 6 seconds.
 BZ1457
 BZ1457.The orthometric height was computed from unverified reset data.
 BZ1457
 BZ1457.The geoid height was determined by GEOID03.
 BZ1457
 BZ1457;                    North         East    Units  Estimated Accuracy
 BZ1457;SPC TX C     - 3,162,390.      985,360.      MT  (+/- 180 meters Scaled)
 BZ1457
 BZ1457                          SUPERSEDED SURVEY CONTROL
 BZ1457
 BZ1457  NGVD 29 (01/29/03)  222.50   (m)          730.0    (f) RESET       3  
 BZ1457
 BZ1457.Superseded values are not recommended for survey control.
 BZ1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1457.See file dsdata.txt to determine how the superseded data were derived.
 BZ1457
 BZ1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV581415(NAD 83)
 BZ1457_MARKER: DV = VERTICAL CONTROL DISK
 BZ1457_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BZ1457_SP_SET: SIDEWALK
 BZ1457_STAMPING: S 199 RESET 1987
 BZ1457_MARK LOGO: NGS   
 BZ1457_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1457+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1457
 BZ1457  HISTORY     - Date     Condition        Report By
 BZ1457  HISTORY     - 1987     MONUMENTED       LOCENG
 BZ1457  HISTORY     - 19950716 GOOD             USPSQD
 BZ1457  HISTORY     - 20010317 GOOD             USPSQD
 BZ1457  HISTORY     - 20031011 GOOD             USPSQD
 BZ1457
 BZ1457                          STATION DESCRIPTION
 BZ1457
 BZ1457'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 BZ1457'IN WALK AT EAST ENTRANCE TO THE CITY OF TEMPLE MUNICIPAL BUILDING,
 BZ1457'(CITY HALL), MARK IS 0.5 FEET (15.2 CM) EAST OF THE EAST WALL OF THE
 BZ1457'BUILDING AND 53 FEET (16.2 M) NORTH OF THE SOUTHEAST CORNER OF THE
 BZ1457'BUILDING, BETWEEN THE CENTER AND SOUTHERLY OF THREE ENTRANCE DOORS AT
 BZ1457'THE EAST SIDE OF THE BUILDING, MARK IS 103.3 FEET (31.5 M) WEST OF
 BZ1457'THE CENTERLINE OF MAIN STREET AND 196 FEET (59.7 M) SOUTH OF THE
 BZ1457'CENTERLINE OF ADAMS AVENUE.
 BZ1457
 BZ1457                          STATION RECOVERY (1995)
 BZ1457
 BZ1457'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1457'RECOVERED IN GOOD CONDITION.
 BZ1457
 BZ1457                          STATION RECOVERY (2001)
 BZ1457
 BZ1457'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1457'RECOVERED IN GOOD CONDITION.
 BZ1457
 BZ1457                          STATION RECOVERY (2003)
 BZ1457
 BZ1457'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1516 ***********************************************************************
 BY1516  DESIGNATION -  S 2
 BY1516  PID         -  BY1516
 BY1516  STATE/COUNTY-  TX/HOUSTON
 BY1516  USGS QUAD   -  BEREA (1951)
 BY1516
 BY1516                         *CURRENT SURVEY CONTROL
 BY1516  ___________________________________________________________________
 BY1516* NAD 83(1986)-  31 15 58.     (N)    095 15 09.     (W)     SCALED    
 BY1516* NAVD 88     -       107.44   (+/-2cm)     352.5    (feet)  VERTCON   
 BY1516  ___________________________________________________________________
 BY1516  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1516
 BY1516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1516
 BY1516.The horizontal coordinates were scaled from a topographic map and have
 BY1516.an estimated accuracy of +/- 6 seconds.
 BY1516
 BY1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1516.The vertical order pertains to the NGVD 29 superseded value.
 BY1516
 BY1516.The geoid height was determined by GEOID03.
 BY1516
 BY1516;                    North         East    Units  Estimated Accuracy
 BY1516;SPC TX C     - 3,188,360.    1,183,670.      MT  (+/- 180 meters Scaled)
 BY1516
 BY1516                          SUPERSEDED SURVEY CONTROL
 BY1516
 BY1516  NGVD 29 (??/??/92)  107.451  (m)          352.53   (f) ADJ UNCH    2 0
 BY1516
 BY1516.Superseded values are not recommended for survey control.
 BY1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1516.See file dsdata.txt to determine how the superseded data were derived.
 BY1516
 BY1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ855612(NAD 83)
 BY1516_MARKER: DD = SURVEY DISK
 BY1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1516_STAMPING: S 2 1948
 BY1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1516+STABILITY: SURFACE MOTION
 BY1516
 BY1516  HISTORY     - Date     Condition        Report By
 BY1516  HISTORY     - 1948     MONUMENTED       USGS
 BY1516  HISTORY     - 1948     GOOD             NGS
 BY1516
 BY1516                          STATION DESCRIPTION
 BY1516
 BY1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1516'9.95 MI S FROM KENNARD.
 BY1516'4.25 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1516'SERVICE ROAD NO. 25 AT KENNARD, THENCE 3.5 MILES SOUTH ALONG FOREST
 BY1516'SERVICE ROAD NO. 14, THENCE 2.2 MILES SOUTH ALONG AN ABANDONED ROAD
 BY1516'LEADING TOWARD LAKE CREEK CHURCH, 1.2 MILE NORTHEAST ALONG THE
 BY1516'ABANDONED ROAD FROM THE CROSSING OF THE ARBOR GROVE ROAD WHICH IS NEAR
 BY1516'LAKE CREEK CHURCH, ABOUT 100.0 FEET SOUTHWEST OF A POINT WHERE THE
 BY1516'ROAD BEGINS A TURN TO THE NORTH, AT THE TOP OF A RISE FROM THE
 BY1516'SOUTHWEST, 70.0 FEET EAST OF A TELEPHONE POLE PAINTED USPBM 352.7
 BY1516'(THIS POLE IS THE FIRST POLE SOUTHWEST OF A POINT WHERE THE LINE
 BY1516'CROSSES A RAVINE) 17.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 BY1516'16.6 FEET NORTHEAST OF A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE ON
 BY1516'THE NORTHWEST SIDE, 2.7 FEET NORTHEAST OF A REFERENCE POST, SET IN THE
 BY1516'TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0413 ***********************************************************************
 DM0413  DESIGNATION -  S 2
 DM0413  PID         -  DM0413
 DM0413  STATE/COUNTY-  TX/HOPKINS
 DM0413  USGS QUAD   -  COMO (1964)
 DM0413
 DM0413                         *CURRENT SURVEY CONTROL
 DM0413  ___________________________________________________________________
 DM0413* NAD 83(1986)-  33 03 30.     (N)    095 28 23.     (W)     SCALED    
 DM0413* NAVD 88     -       162.476  (meters)     533.06   (feet)  ADJUSTED  
 DM0413  ___________________________________________________________________
 DM0413  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DM0413  DYNAMIC HT  -         162.296 (meters)     532.47  (feet)  COMP
 DM0413  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 DM0413
 DM0413  VERT ORDER  -  FIRST     CLASS II
 DM0413
 DM0413.The horizontal coordinates were scaled from a topographic map and have
 DM0413.an estimated accuracy of +/- 6 seconds.
 DM0413
 DM0413.The orthometric height was determined by differential leveling
 DM0413.and adjusted by the National Geodetic Survey in June 1991..
 DM0413
 DM0413.The geoid height was determined by GEOID03.
 DM0413
 DM0413.The dynamic height is computed by dividing the NAVD 88
 DM0413.geopotential number by the normal gravity value computed on the
 DM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0413.degrees latitude (g = 980.6199 gals.).
 DM0413
 DM0413.The modeled gravity was interpolated from observed gravity values.
 DM0413
 DM0413;                    North         East    Units  Estimated Accuracy
 DM0413;SPC TXNC     - 2,158,390.      882,620.      MT  (+/- 180 meters Scaled)
 DM0413
 DM0413                          SUPERSEDED SURVEY CONTROL
 DM0413
 DM0413  NGVD 29 (??/??/92)  162.475  (m)          533.05   (f) ADJ UNCH    1 2
 DM0413
 DM0413.Superseded values are not recommended for survey control.
 DM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0413.See file dsdata.txt to determine how the superseded data were derived.
 DM0413
 DM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS691604(NAD 83)
 DM0413_MARKER: Q = CHISELED SQUARE
 DM0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0413+STABILITY: SURFACE MOTION
 DM0413
 DM0413  HISTORY     - Date     Condition        Report By
 DM0413  HISTORY     - UNK      MONUMENTED       CGS
 DM0413  HISTORY     - 1954     GOOD             NGS
 DM0413  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 DM0413
 DM0413                          STATION DESCRIPTION
 DM0413
 DM0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DM0413'9.3 MI SE FROM SULPHUR SPRINGS.
 DM0413'9.3 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0413'STATION AT SULPHUR SPRINGS, AT COMO, 1 1/2 POLES SOUTHEAST OF MILEPOST
 DM0413'T - 131, 120 FEET SOUTHEAST OF THE CROSSING OF FARM ROAD 270, 42 FEET
 DM0413'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 28 FEET NORTHEAST OF THE
 DM0413'NORTHEAST RAIL OF THE MAIN TRACK, 2 FEET NORTHWEST OF A WITNESS POST,
 DM0413'IN THE TOP OF A STONE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 DM0413'ABOUT 1/2 OF THE TOP PART OF THE POST HAS BEEN BROKEN OFF.
 DM0413
 DM0413                          STATION RECOVERY (1995)
 DM0413
 DM0413'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0479 ***********************************************************************
 AB0479  DESIGNATION -  S 2 C CO
 AB0479  PID         -  AB0479
 AB0479  STATE/COUNTY-  TX/CAMERON
 AB0479  USGS QUAD   -  OLMITO (1983)
 AB0479
 AB0479                         *CURRENT SURVEY CONTROL
 AB0479  ___________________________________________________________________
 AB0479* NAD 83(1986)-  26 02 41.     (N)    097 31 44.     (W)     SCALED    
 AB0479* NAVD 88     -         8.944  (meters)      29.34   (feet)  ADJUSTED  
 AB0479  ___________________________________________________________________
 AB0479  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 AB0479  DYNAMIC HT  -           8.930 (meters)      29.30  (feet)  COMP
 AB0479  MODELED GRAV-     979,035.0   (mgal)                       NAVD 88
 AB0479
 AB0479  VERT ORDER  -  FIRST     CLASS II
 AB0479
 AB0479.The horizontal coordinates were scaled from a topographic map and have
 AB0479.an estimated accuracy of +/- 6 seconds.
 AB0479
 AB0479.The orthometric height was determined by differential leveling
 AB0479.and adjusted by the National Geodetic Survey in June 1991..
 AB0479
 AB0479.The geoid height was determined by GEOID03.
 AB0479
 AB0479.The dynamic height is computed by dividing the NAVD 88
 AB0479.geopotential number by the normal gravity value computed on the
 AB0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0479.degrees latitude (g = 980.6199 gals.).
 AB0479
 AB0479.The modeled gravity was interpolated from observed gravity values.
 AB0479
 AB0479;                    North         East    Units  Estimated Accuracy
 AB0479;SPC TX S     - 5,042,260.      397,190.      MT  (+/- 180 meters Scaled)
 AB0479
 AB0479                          SUPERSEDED SURVEY CONTROL
 AB0479
 AB0479  NGVD 29 (??/??/92)    9.020  (m)           29.59   (f) ADJ UNCH    1 2
 AB0479
 AB0479.Superseded values are not recommended for survey control.
 AB0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0479.See file dsdata.txt to determine how the superseded data were derived.
 AB0479
 AB0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP471814(NAD 83)
 AB0479_MARKER: DD = SURVEY DISK
 AB0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0479_SP_SET: CULVERT
 AB0479_STAMPING: S 2 29.43
 AB0479_MARK LOGO: LOCSUR
 AB0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0479
 AB0479  HISTORY     - Date     Condition        Report By
 AB0479  HISTORY     - UNK      MONUMENTED
 AB0479  HISTORY     - 1951     GOOD             NGS
 AB0479  HISTORY     - 1981     GOOD             NGS
 AB0479
 AB0479                          STATION DESCRIPTION
 AB0479
 AB0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0479'1.8 MI N FROM OLMITO.
 AB0479'1.8 MILES NORTH ALONG FARM ROAD 803 FROM ITS JUNCTION WITH U.S.
 AB0479'HIGHWAYS 77 AND 83 AT OLMITO, 26 FEET WEST OF THE CENTER LINE OF THE
 AB0479'ROAD, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A CULVERT
 AB0479'OVER AN IRRIGATION DITCH.
 AB0479
 AB0479                          STATION RECOVERY (1981)
 AB0479
 AB0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0479'0.2 KM (0.15 MI) SOUTHEAST ALONG FARM ROADS 511 AND 803 FROM THE
 AB0479'OVERPASS OF U.S. HIGHWAY 77 IN OLMITO, THENCE 1.8 KM (1.15 MI) NORTH
 AB0479'ALONG FARM ROAD 803 AND IS SET IN THE TOP OF THE CENTER OF THE WEST
 AB0479'CONCRETE HEADWALL OF A CULVERT OVER AN IRRIGATION DITCH, NOTE, TO
 AB0479'FAR OFF LINE AND HAS ELEVATIONS ESTABLISHED. 7.9 M (26.0 FT) WEST
 AB0479'OF THE CENTER OF THE ROAD.
 AB0479'THE MARK IS 0.6 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0177 ***********************************************************************
 EO0177  DESIGNATION -  S 20
 EO0177  PID         -  EO0177
 EO0177  STATE/COUNTY-  TX/CASTRO
 EO0177  USGS QUAD   -  SUMMERFIELD (1966)
 EO0177
 EO0177                         *CURRENT SURVEY CONTROL
 EO0177  ___________________________________________________________________
 EO0177* NAD 83(1986)-  34 44 20.     (N)    102 30 23.     (W)     SCALED    
 EO0177* NAVD 88     -      1199.987  (meters)    3936.96   (feet)  ADJUSTED  
 EO0177  ___________________________________________________________________
 EO0177  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 EO0177  DYNAMIC HT  -        1198.462 (meters)    3931.95  (feet)  COMP
 EO0177  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 EO0177
 EO0177  VERT ORDER  -  FIRST     CLASS II
 EO0177
 EO0177.The horizontal coordinates were scaled from a topographic map and have
 EO0177.an estimated accuracy of +/- 6 seconds.
 EO0177
 EO0177.The orthometric height was determined by differential leveling
 EO0177.and adjusted by the National Geodetic Survey in June 1991..
 EO0177
 EO0177.The geoid height was determined by GEOID03.
 EO0177
 EO0177.The dynamic height is computed by dividing the NAVD 88
 EO0177.geopotential number by the normal gravity value computed on the
 EO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0177.degrees latitude (g = 980.6199 gals.).
 EO0177
 EO0177.The modeled gravity was interpolated from observed gravity values.
 EO0177
 EO0177;                    North         East    Units  Estimated Accuracy
 EO0177;SPC TX N     - 1,082,440.      107,840.      MT  (+/- 180 meters Scaled)
 EO0177
 EO0177                          SUPERSEDED SURVEY CONTROL
 EO0177
 EO0177  NGVD 29 (??/??/92) 1199.440  (m)         3935.16   (f) ADJ UNCH    1 2
 EO0177
 EO0177.Superseded values are not recommended for survey control.
 EO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0177.See file dsdata.txt to determine how the superseded data were derived.
 EO0177
 EO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU282469(NAD 83)
 EO0177_MARKER: P = PIPE CAP
 EO0177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0177_STAMPING: S 20 1911 ELEV. 3935.189 FT.
 EO0177_MARK LOGO: CGS   
 EO0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0177
 EO0177  HISTORY     - Date     Condition        Report By
 EO0177  HISTORY     - 1911     MONUMENTED       CGS
 EO0177  HISTORY     - 1958     GOOD             NGS
 EO0177  HISTORY     - 1984     GOOD             NGS
 EO0177
 EO0177                          STATION DESCRIPTION
 EO0177
 EO0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0177'7.0 MI NE FROM BLACK.
 EO0177'ABOUT 7.0 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0177'FROM THE STATION AT BLACK, 12 TELEPHONE POLES NORTHEAST OF MILE POST
 EO0177'608, 93 FEET NORTHWEST OF THE NEAR RAIL OF THE MAIN TRACK, 54 FEET
 EO0177'SOUTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 60, 1 FOOT SOUTHWEST OF
 EO0177'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACK, ABOUT LEVEL WITH
 EO0177'THE HIGHWAY, AND ON THE TOP OF AN IRON PIPE RPOJECTING 4 INCHES.
 EO0177'NOTE-- 1911 WAS STAMPED ON THE MARK BY THIS PARTY.
 EO0177
 EO0177                          STATION RECOVERY (1984)
 EO0177
 EO0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0177'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.4 KM
 EO0177'(8.35 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0177'RAILROAD FROM THE STATION IN HEREFORD.  NOTE=MARK IS LEANING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0359 ***********************************************************************
 DO0359  DESIGNATION -  S 20
 DO0359  PID         -  DO0359
 DO0359  STATE/COUNTY-  TX/WICHITA
 DO0359  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0359
 DO0359                         *CURRENT SURVEY CONTROL
 DO0359  ___________________________________________________________________
 DO0359* NAD 83(1986)-  33 58 54.     (N)    098 30 49.     (W)     SCALED    
 DO0359* NAVD 88     -       313.906  (meters)    1029.87   (feet)  ADJUSTED  
 DO0359  ___________________________________________________________________
 DO0359  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DO0359  DYNAMIC HT  -         313.563 (meters)    1028.75  (feet)  COMP
 DO0359  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 DO0359
 DO0359  VERT ORDER  -  SECOND    CLASS 0
 DO0359
 DO0359.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0359
 DO0359.The horizontal coordinates were scaled from a topographic map and have
 DO0359.an estimated accuracy of +/- 6 seconds.
 DO0359
 DO0359.The orthometric height was determined by differential leveling
 DO0359.and adjusted by the National Geodetic Survey in June 1991..
 DO0359
 DO0359.The geoid height was determined by GEOID03.
 DO0359
 DO0359.The dynamic height is computed by dividing the NAVD 88
 DO0359.geopotential number by the normal gravity value computed on the
 DO0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0359.degrees latitude (g = 980.6199 gals.).
 DO0359
 DO0359.The modeled gravity was interpolated from observed gravity values.
 DO0359
 DO0359;                    North         East    Units  Estimated Accuracy
 DO0359;SPC TXNC     - 2,256,720.      598,740.      MT  (+/- 180 meters Scaled)
 DO0359
 DO0359                          SUPERSEDED SURVEY CONTROL
 DO0359
 DO0359  NGVD 29 (??/??/92)  313.80   (m)         1029.5    (f) COMPUTED    2 0
 DO0359
 DO0359.Superseded values are not recommended for survey control.
 DO0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0359.See file dsdata.txt to determine how the superseded data were derived.
 DO0359
 DO0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC449602(NAD 83)
 DO0359_MARKER: P = PIPE CAP
 DO0359_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DO0359_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DO0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0359
 DO0359  HISTORY     - Date     Condition        Report By
 DO0359  HISTORY     - UNK      MONUMENTED       DOD
 DO0359  HISTORY     - 1945     GOOD             NGS
 DO0359  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0359  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0359
 DO0359                          STATION DESCRIPTION
 DO0359
 DO0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DO0359'5.5 MI NW FROM WICHITA FALLS.
 DO0359'AT SHEPPARD FIELD, ABOUT 0.1 MILE NORTHWEST OF THE CONTROL TOWER, IN
 DO0359'THE CLEAR ZONE FOR THE NORTHEAST SOUTHWEST RUNWAY, 102.0 FEET
 DO0359'SOUTHWEST OF THE SOUTHWEST EDGE OF TAXI WAY, 26.0 FEET NORTH OF NORTH
 DO0359'APRON LINE AND 1.0 FOOT NORTHEAST OF A 4 X 4 MARKER POST.  AN IRON CAP
 DO0359'FASTENED ON THE END OF A TWO INCH IRON PIPE WHICH PROJECTS 2 INCHES
 DO0359'ABOVE GROUND.
 DO0359
 DO0359                          STATION RECOVERY (1972)
 DO0359
 DO0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0359'MARK NOT FOUND.
 DO0359
 DO0359                          STATION RECOVERY (2001)
 DO0359
 DO0359'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0695 ***********************************************************************
 BM0695  DESIGNATION -  S 200
 BM0695  PID         -  BM0695
 BM0695  STATE/COUNTY-  TX/WILLIAMSON
 BM0695  USGS QUAD   -  LEANDER (1987)
 BM0695
 BM0695                         *CURRENT SURVEY CONTROL
 BM0695  ___________________________________________________________________
 BM0695* NAD 83(1986)-  30 36 20.     (N)    097 52 15.     (W)     SCALED    
 BM0695* NAVD 88     -       292.390  (meters)     959.28   (feet)  ADJUSTED  
 BM0695  ___________________________________________________________________
 BM0695  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BM0695  DYNAMIC HT  -         291.993 (meters)     957.98  (feet)  COMP
 BM0695  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 BM0695
 BM0695  VERT ORDER  -  SECOND    CLASS 0
 BM0695
 BM0695.The horizontal coordinates were scaled from a topographic map and have
 BM0695.an estimated accuracy of +/- 6 seconds.
 BM0695
 BM0695.The orthometric height was determined by differential leveling
 BM0695.and adjusted by the National Geodetic Survey in June 1991..
 BM0695
 BM0695.The geoid height was determined by GEOID03.
 BM0695
 BM0695.The dynamic height is computed by dividing the NAVD 88
 BM0695.geopotential number by the normal gravity value computed on the
 BM0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0695.degrees latitude (g = 980.6199 gals.).
 BM0695
 BM0695.The modeled gravity was interpolated from observed gravity values.
 BM0695
 BM0695;                    North         East    Units  Estimated Accuracy
 BM0695;SPC TX C     - 3,106,690.      936,100.      MT  (+/- 180 meters Scaled)
 BM0695
 BM0695                          SUPERSEDED SURVEY CONTROL
 BM0695
 BM0695  NGVD 29 (??/??/92)  292.315  (m)          959.04   (f) ADJ UNCH    2 0
 BM0695
 BM0695.Superseded values are not recommended for survey control.
 BM0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0695.See file dsdata.txt to determine how the superseded data were derived.
 BM0695
 BM0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU082864(NAD 83)
 BM0695_MARKER: DB = BENCH MARK DISK
 BM0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0695_SP_SET: CULVERT
 BM0695_STAMPING: S-200 1933
 BM0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0695
 BM0695  HISTORY     - Date     Condition        Report By
 BM0695  HISTORY     - 1933     MONUMENTED       CGS
 BM0695  HISTORY     - 1990     GOOD             USPSQD
 BM0695
 BM0695                          STATION DESCRIPTION
 BM0695
 BM0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0695'2.5 MI NW FROM LEANDER.
 BM0695'ALONG TEXAS AND NEW ORLEANS RAILROAD, 1315 FEET SOUTHEAST OF MILEPOST
 BM0695'34, 15 FEET NORTHEAST OF CENTER OF TRACK, IN CONCRETE HEADWALL OF PIPE
 BM0695'CULVERT NO. 33-E.
 BM0695
 BM0695                          STATION RECOVERY (1990)
 BM0695
 BM0695'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0635 ***********************************************************************
 BM0635  DESIGNATION -  S 201
 BM0635  PID         -  BM0635
 BM0635  STATE/COUNTY-  TX/TRAVIS
 BM0635  USGS QUAD   -  AUSTIN WEST (1988)
 BM0635
 BM0635                         *CURRENT SURVEY CONTROL
 BM0635  ___________________________________________________________________
 BM0635* NAD 83(1986)-  30 15 38.     (N)    097 45 24.     (W)     SCALED    
 BM0635* NAVD 88     -       138.614  (meters)     454.77   (feet)  ADJUSTED  
 BM0635  ___________________________________________________________________
 BM0635  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM0635  DYNAMIC HT  -         138.424 (meters)     454.15  (feet)  COMP
 BM0635  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 BM0635
 BM0635  VERT ORDER  -  FIRST     CLASS II
 BM0635
 BM0635.The horizontal coordinates were scaled from a topographic map and have
 BM0635.an estimated accuracy of +/- 6 seconds.
 BM0635
 BM0635.The orthometric height was determined by differential leveling
 BM0635.and adjusted by the National Geodetic Survey in June 1991..
 BM0635.WARNING-Repeat measurements at this control monument indicate possible
 BM0635.vertical movement.
 BM0635
 BM0635.The geoid height was determined by GEOID03.
 BM0635
 BM0635.The dynamic height is computed by dividing the NAVD 88
 BM0635.geopotential number by the normal gravity value computed on the
 BM0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0635.degrees latitude (g = 980.6199 gals.).
 BM0635
 BM0635.The modeled gravity was interpolated from observed gravity values.
 BM0635
 BM0635;                    North         East    Units  Estimated Accuracy
 BM0635;SPC TX C     - 3,068,710.      947,930.      MT  (+/- 180 meters Scaled)
 BM0635
 BM0635                          SUPERSEDED SURVEY CONTROL
 BM0635
 BM0635  NGVD 29 (??/??/92)  138.543  (m)          454.54   (f) ADJ UNCH    1 2
 BM0635
 BM0635.Superseded values are not recommended for survey control.
 BM0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0635.See file dsdata.txt to determine how the superseded data were derived.
 BM0635
 BM0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU196483(NAD 83)
 BM0635_MARKER: DB = BENCH MARK DISK
 BM0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0635_SP_SET: BRIDGE
 BM0635_STAMPING: S 201 1933
 BM0635_MARK LOGO: CGS   
 BM0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0635
 BM0635  HISTORY     - Date     Condition        Report By
 BM0635  HISTORY     - 1933     MONUMENTED       CGS
 BM0635  HISTORY     - 1973     GOOD             NGS
 BM0635  HISTORY     - 1980     GOOD             NGS
 BM0635  HISTORY     - 1983     GOOD             USPSQD
 BM0635  HISTORY     - 1989     POOR             USPSQD
 BM0635  HISTORY     - 1989     POOR             USPSQD
 BM0635  HISTORY     - 1989     POOR             USPSQD
 BM0635  HISTORY     - 1990     POOR             USPSQD
 BM0635  HISTORY     - 19910208 POOR             USPSQD
 BM0635  HISTORY     - 19910719 POOR             USPSQD
 BM0635  HISTORY     - 19960127 POOR             USPSQD
 BM0635  HISTORY     - 20050226 POOR             USPSQD
 BM0635
 BM0635                          STATION DESCRIPTION
 BM0635
 BM0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0635'IN AUSTIN.
 BM0635'ABOUT 0.3 MILES SOUTH ALONG SOUTH LAMAR BLVD. FROM THE SOUTH END OF
 BM0635'LAMAR STREET BRIDGE OVER THE COLORADO RIVER THENCE 0.1 MILES EAST
 BM0635'ALONG BARTON SPRING ROAD AT THE CONCRETE BRIDGE OVER WEST BOULDIN
 BM0635'CREEK WHICH WAS DATED 1931, 36.6 FEET NORTH OF THE CENTER LINE OF THE
 BM0635'BARTON SPRINGS ROAD, 64.7 FEET EAST OF THE CENTER LINE OF THE OVERHEAD
 BM0635'RAILROAD OVERPASS OF THE MISSOURI PACIFIC RAILROAD, SET IN TOP OF THE
 BM0635'WEST END OF THE NORTH CONCRETE BANNISTER OF THE BRIDGE. NOTE-- ABOUT
 BM0635'49 YARDS NORTHEAST OF THE BENCH MARK T 328 RESET 1935. ABOUT 4.2 FEET
 BM0635'ABOVE THE SIDEWALK AND 5.0 FEET ABOVE THE ROAD.
 BM0635
 BM0635                          STATION RECOVERY (1980)
 BM0635
 BM0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0635'RECOVERED IN GOOD CONDITION.
 BM0635
 BM0635                          STATION RECOVERY (1983)
 BM0635
 BM0635'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0635'RECOVERED IN GOOD CONDITION.
 BM0635
 BM0635                          STATION RECOVERY (1989)
 BM0635
 BM0635'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0635'MARK RECOVERED IN POOR CONDITION.
 BM0635
 BM0635                          STATION RECOVERY (1989)
 BM0635
 BM0635'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0635'MARK RECOVERED IN POOR CONDITION.
 BM0635
 BM0635                          STATION RECOVERY (1989)
 BM0635
 BM0635'RECOVERY NOTE BY US POWER SQUADRON 1989 (HWB)
 BM0635'MARK RECOVERED IN POOR CONDITION.
 BM0635
 BM0635                          STATION RECOVERY (1990)
 BM0635
 BM0635'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0635'MARK RECOVERED IN POOR CONDITION.
 BM0635
 BM0635                          STATION RECOVERY (1991)
 BM0635
 BM0635'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0635'MARK RECOVERED IN POOR CONDITION.
 BM0635
 BM0635                          STATION RECOVERY (1991)
 BM0635
 BM0635'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0635'MARK RECOVERED IN POOR CONDITION.
 BM0635
 BM0635                          STATION RECOVERY (1996)
 BM0635
 BM0635'RECOVERY NOTE BY US POWER SQUADRON 1996
 BM0635'MARK RECOVERED IN POOR CONDITION.
 BM0635
 BM0635                          STATION RECOVERY (2005)
 BM0635
 BM0635'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0635'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0091 ***********************************************************************
 BN0091  DESIGNATION -  S 202
 BN0091  PID         -  BN0091
 BN0091  STATE/COUNTY-  TX/BLANCO
 BN0091  USGS QUAD   -  JOHNSON CITY (1982)
 BN0091
 BN0091                         *CURRENT SURVEY CONTROL
 BN0091  ___________________________________________________________________
 BN0091* NAD 83(1986)-  30 16 16.     (N)    098 23 57.     (W)     SCALED    
 BN0091* NAVD 88     -       365.874  (meters)    1200.37   (feet)  ADJUSTED  
 BN0091  ___________________________________________________________________
 BN0091  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 BN0091  DYNAMIC HT  -         365.372 (meters)    1198.72  (feet)  COMP
 BN0091  MODELED GRAV-     979,258.2   (mgal)                       NAVD 88
 BN0091
 BN0091  VERT ORDER  -  SECOND    CLASS 0
 BN0091
 BN0091.The horizontal coordinates were scaled from a topographic map and have
 BN0091.an estimated accuracy of +/- 6 seconds.
 BN0091
 BN0091.The orthometric height was determined by differential leveling
 BN0091.and adjusted by the National Geodetic Survey in June 1991..
 BN0091
 BN0091.The geoid height was determined by GEOID03.
 BN0091
 BN0091.The dynamic height is computed by dividing the NAVD 88
 BN0091.geopotential number by the normal gravity value computed on the
 BN0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0091.degrees latitude (g = 980.6199 gals.).
 BN0091
 BN0091.The modeled gravity was interpolated from observed gravity values.
 BN0091
 BN0091;                    North         East    Units  Estimated Accuracy
 BN0091;SPC TX C     - 3,068,630.      886,100.      MT  (+/- 180 meters Scaled)
 BN0091
 BN0091                          SUPERSEDED SURVEY CONTROL
 BN0091
 BN0091  NGVD 29 (??/??/92)  365.793  (m)         1200.11   (f) ADJ UNCH    2 0
 BN0091
 BN0091.Superseded values are not recommended for survey control.
 BN0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0091.See file dsdata.txt to determine how the superseded data were derived.
 BN0091
 BN0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU577489(NAD 83)
 BN0091_MARKER: DB = BENCH MARK DISK
 BN0091_SETTING: 66 = SET IN ROCK OUTCROP
 BN0091_SP_SET: ROCK OUTCROP
 BN0091_STAMPING: S 202 1933
 BN0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0091+STABILITY: POSITION/ELEVATION WELL
 BN0091
 BN0091  HISTORY     - Date     Condition        Report By
 BN0091  HISTORY     - 1933     MONUMENTED       CGS
 BN0091  HISTORY     - 1953     GOOD             NGS
 BN0091  HISTORY     - 20060130 MARK NOT FOUND   USPSQD
 BN0091
 BN0091                          STATION DESCRIPTION
 BN0091
 BN0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0091'0.95 MI SE FROM JOHNSON CITY.
 BN0091'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0091'CITY, THENCE 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAYS 290 AND 281, 250
 BN0091'FEET SOUTHEAST OF A JUNCTION WITH A GRAVELED ROAD LEADING WEST, 61
 BN0091'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 87 FEET SOUTHEAST OF
 BN0091'THE CENTER OF A WOODEN GATE, 6 FEET NORTHEAST OF A FENCE, 0.8 FOOT
 BN0091'ABOVE THE GROUND.  SET IN THE TOP OF THE CENTER OF A LIMESTONE
 BN0091'OUTCROP.
 BN0091
 BN0091                          STATION RECOVERY (2006)
 BN0091
 BN0091'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BN0091'THIS IS FOUR LANE HWY.  61 FEET FROM CENTERLINE OF HWY. IS ON THE
 BN0091'SLOPE OF THE HWY. CUT.  THE MARK WAS PROBABLY DESTROYED DURING
 BN0091'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0281 ***********************************************************************
 AJ0281  DESIGNATION -  S 203
 AJ0281  PID         -  AJ0281
 AJ0281  STATE/COUNTY-  TX/BROOKS
 AJ0281  USGS QUAD   -  FLOWELLA (1963)
 AJ0281
 AJ0281                         *CURRENT SURVEY CONTROL
 AJ0281  ___________________________________________________________________
 AJ0281* NAD 83(1986)-  27 13 38.     (N)    098 03 20.     (W)     SCALED    
 AJ0281* NAVD 88     -        30.163  (meters)      98.96   (feet)  ADJUSTED  
 AJ0281  ___________________________________________________________________
 AJ0281  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AJ0281  DYNAMIC HT  -          30.115 (meters)      98.80  (feet)  COMP
 AJ0281  MODELED GRAV-     979,075.3   (mgal)                       NAVD 88
 AJ0281
 AJ0281  VERT ORDER  -  SECOND    CLASS 0
 AJ0281
 AJ0281.The horizontal coordinates were scaled from a topographic map and have
 AJ0281.an estimated accuracy of +/- 6 seconds.
 AJ0281
 AJ0281.The orthometric height was determined by differential leveling
 AJ0281.and adjusted by the National Geodetic Survey in June 1991..
 AJ0281
 AJ0281.The geoid height was determined by GEOID03.
 AJ0281
 AJ0281.The dynamic height is computed by dividing the NAVD 88
 AJ0281.geopotential number by the normal gravity value computed on the
 AJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0281.degrees latitude (g = 980.6199 gals.).
 AJ0281
 AJ0281.The modeled gravity was interpolated from observed gravity values.
 AJ0281
 AJ0281;                    North         East    Units  Estimated Accuracy
 AJ0281;SPC TX S     - 5,172,970.      344,020.      MT  (+/- 180 meters Scaled)
 AJ0281
 AJ0281                          SUPERSEDED SURVEY CONTROL
 AJ0281
 AJ0281  NGVD 29 (??/??/92)   30.271  (m)           99.31   (f) ADJ UNCH    2 0
 AJ0281
 AJ0281.Superseded values are not recommended for survey control.
 AJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0281.See file dsdata.txt to determine how the superseded data were derived.
 AJ0281
 AJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR935119(NAD 83)
 AJ0281_MARKER: DB = BENCH MARK DISK
 AJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0281_STAMPING: S-203 1934
 AJ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0281+STABILITY: SURFACE MOTION
 AJ0281
 AJ0281  HISTORY     - Date     Condition        Report By
 AJ0281  HISTORY     - 1934     MONUMENTED       CGS
 AJ0281  HISTORY     - 1957     POOR             USGS
 AJ0281
 AJ0281                          STATION DESCRIPTION
 AJ0281
 AJ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AJ0281'5.3 MI E FROM FALFURRIAS.
 AJ0281'ABOUT 5.3 MILES E OF, AND STATE HWY. NO. 16 IN THE NW CORNER OF A
 AJ0281'SCHOOL GROUNDS, ABOUT 170 FT. NW OF NW CORNER OF SCHOOL.  55 FT. E OF
 AJ0281'CENTER-LINE OF CROSS ROAD AND 54 FT. S OF CENTER-LINE OF HWY.
 AJ0281
 AJ0281                          STATION RECOVERY (1957)
 AJ0281
 AJ0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AJ0281'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0430 ***********************************************************************
 BZ0430  DESIGNATION -  S 204
 BZ0430  PID         -  BZ0430
 BZ0430  STATE/COUNTY-  TX/LEON
 BZ0430  USGS QUAD   -  NORMANGEE (1982)
 BZ0430
 BZ0430                         *CURRENT SURVEY CONTROL
 BZ0430  ___________________________________________________________________
 BZ0430* NAD 83(1986)-  31 04 33.     (N)    096 06 49.     (W)     SCALED    
 BZ0430* NAVD 88     -       133.16   (+/-2cm)     436.9    (feet)  VERTCON   
 BZ0430  ___________________________________________________________________
 BZ0430  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BZ0430
 BZ0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0430
 BZ0430.The horizontal coordinates were scaled from a topographic map and have
 BZ0430.an estimated accuracy of +/- 6 seconds.
 BZ0430
 BZ0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0430.The vertical order pertains to the NGVD 29 superseded value.
 BZ0430
 BZ0430.The geoid height was determined by GEOID03.
 BZ0430
 BZ0430;                    North         East    Units  Estimated Accuracy
 BZ0430;SPC TX C     - 3,163,850.    1,102,540.      MT  (+/- 180 meters Scaled)
 BZ0430
 BZ0430                          SUPERSEDED SURVEY CONTROL
 BZ0430
 BZ0430  NGVD 29 (??/??/92)  133.134  (m)          436.79   (f) ADJ UNCH    2 0
 BZ0430
 BZ0430.Superseded values are not recommended for survey control.
 BZ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0430.See file dsdata.txt to determine how the superseded data were derived.
 BZ0430
 BZ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV753415(NAD 83)
 BZ0430_MARKER: DB = BENCH MARK DISK
 BZ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0430_STAMPING: 436.886 S 204 1933
 BZ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0430+STABILITY: SURFACE MOTION
 BZ0430
 BZ0430  HISTORY     - Date     Condition        Report By
 BZ0430  HISTORY     - 1933     MONUMENTED       CGS
 BZ0430  HISTORY     - 1947     GOOD             NGS
 BZ0430
 BZ0430                          STATION DESCRIPTION
 BZ0430
 BZ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0430'3.5 MI N FROM NORMANGEE.
 BZ0430'ABOUT 3.5 MILES NORTH ALONG THE BURLINGTON ROCK ISLAND RAILROAD FROM
 BZ0430'THE STATION AT NORMANGEE, ACROSS THE TRACKS FROM MILE POST 163, ABOUT
 BZ0430'116 YARDS NORTH OF A ROAD CROSSING, 84.0 FEET NORTH OF A FENCE CORNER,
 BZ0430'50.0 FEET EAST OF AND ABOUT 1.5 FEET LOWER THAN THE CENTER LINE OF THE
 BZ0430'TRACK, 2.0 FEET EAST OF THE RIGHT OF WAY FENCE AND 1.0 FOOT EAST OF A
 BZ0430'4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BZ0430'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1686 ***********************************************************************
 BL1686  DESIGNATION -  S 205
 BL1686  PID         -  BL1686
 BL1686  STATE/COUNTY-  TX/WALKER
 BL1686  USGS QUAD   -  HUNTSVILLE (1976)
 BL1686
 BL1686                         *CURRENT SURVEY CONTROL
 BL1686  ___________________________________________________________________
 BL1686* NAD 83(1986)-  30 43 36.     (N)    095 32 52.     (W)     SCALED    
 BL1686* NAVD 88     -       114.02   (+/-2cm)     374.1    (feet)  VERTCON   
 BL1686  ___________________________________________________________________
 BL1686  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL1686
 BL1686  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1686
 BL1686.The horizontal coordinates were scaled from a topographic map and have
 BL1686.an estimated accuracy of +/- 6 seconds.
 BL1686
 BL1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1686.The vertical order pertains to the NGVD 29 superseded value.
 BL1686
 BL1686.The geoid height was determined by GEOID03.
 BL1686
 BL1686;                    North         East    Units  Estimated Accuracy
 BL1686;SPC TX C     - 3,127,360.    1,158,150.      MT  (+/- 180 meters Scaled)
 BL1686
 BL1686                          SUPERSEDED SURVEY CONTROL
 BL1686
 BL1686  NGVD 29 (??/??/92)  114.023  (m)          374.09   (f) ADJ UNCH    2 0
 BL1686
 BL1686.Superseded values are not recommended for survey control.
 BL1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1686.See file dsdata.txt to determine how the superseded data were derived.
 BL1686
 BL1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ560020(NAD 83)
 BL1686_MARKER: DB = BENCH MARK DISK
 BL1686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1686_SP_SET: FOUNDATION
 BL1686_STAMPING: S 205 1933 374.251
 BL1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1686
 BL1686  HISTORY     - Date     Condition        Report By
 BL1686  HISTORY     - 1933     MONUMENTED       CGS
 BL1686  HISTORY     - 1947     GOOD             NGS
 BL1686  HISTORY     - 19960601 GOOD             USPSQD
 BL1686
 BL1686                          STATION DESCRIPTION
 BL1686
 BL1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1686'IN HUNTSVILLE.
 BL1686'AT HUNTSVILLE, 0.3 MILE NORTH OF THE COURT HOUSE, AT THE SOUTHEAST
 BL1686'CORNER OF THE HIGH SCHOOL, 3.1 FEET WEST OF THE SOUTHEAST CORNER OF
 BL1686'AND 1.6 FOOT BELOW THE TOP OF THE CONCRETE FOUNDATION OF THE BUILDING,
 BL1686'SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION.
 BL1686
 BL1686                          STATION RECOVERY (1996)
 BL1686
 BL1686'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0062 ***********************************************************************
 BM0062  DESIGNATION -  S 206
 BM0062  PID         -  BM0062
 BM0062  STATE/COUNTY-  TX/GRIMES
 BM0062  USGS QUAD   -  NAVASOTA (1989)
 BM0062
 BM0062                         *CURRENT SURVEY CONTROL
 BM0062  ___________________________________________________________________
 BM0062* NAD 83(1986)-  30 23 17.     (N)    096 05 26.     (W)     SCALED    
 BM0062* NAVD 88     -        65.19   (+/-2cm)     213.9    (feet)  VERTCON   
 BM0062  ___________________________________________________________________
 BM0062  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BM0062
 BM0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0062
 BM0062.The horizontal coordinates were scaled from a topographic map and have
 BM0062.an estimated accuracy of +/- 6 seconds.
 BM0062
 BM0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0062.The vertical order pertains to the NGVD 29 superseded value.
 BM0062
 BM0062.The geoid height was determined by GEOID03.
 BM0062
 BM0062;                    North         East    Units  Estimated Accuracy
 BM0062;SPC TX C     - 3,087,750.    1,107,640.      MT  (+/- 180 meters Scaled)
 BM0062
 BM0062                          SUPERSEDED SURVEY CONTROL
 BM0062
 BM0062  NGVD 29 (??/??/92)   65.173  (m)          213.82   (f) ADJ UNCH    2 0
 BM0062
 BM0062.Superseded values are not recommended for survey control.
 BM0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0062.See file dsdata.txt to determine how the superseded data were derived.
 BM0062
 BM0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU795653(NAD 83)
 BM0062_MARKER: DB = BENCH MARK DISK
 BM0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0062_SP_SET: BRIDGE
 BM0062_STAMPING: S-206 1933
 BM0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0062
 BM0062  HISTORY     - Date     Condition        Report By
 BM0062  HISTORY     - 1933     MONUMENTED       CGS
 BM0062  HISTORY     - 1954     GOOD             NGS
 BM0062  HISTORY     - 19910622 GOOD             USPSQD
 BM0062  HISTORY     - 19941105 GOOD             USPSQD
 BM0062  HISTORY     - 19991107 GOOD             USPSQD
 BM0062
 BM0062                          STATION DESCRIPTION
 BM0062
 BM0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0062'IN NAVASOTA.
 BM0062'AT RAILROAD BRIDGE 48.74, 106 YARDS NORTH OF MILE POST 71 ON THE TEXAS
 BM0062'AND NEW ORLEANS RAILROAD.  SET HORIZONTAL IN THE SOUTHWEST CORNER OF
 BM0062'THE BRIDGE.
 BM0062
 BM0062                          STATION RECOVERY (1954)
 BM0062
 BM0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0062'RECOVERED IN GOOD CONDITION.
 BM0062
 BM0062                          STATION RECOVERY (1991)
 BM0062
 BM0062'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0062'RECOVERED IN GOOD CONDITION.
 BM0062
 BM0062                          STATION RECOVERY (1994)
 BM0062
 BM0062'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0062'RECOVERED IN GOOD CONDITION.
 BM0062
 BM0062                          STATION RECOVERY (1999)
 BM0062
 BM0062'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0118 ***********************************************************************
 BM0118  DESIGNATION -  S 207
 BM0118  PID         -  BM0118
 BM0118  STATE/COUNTY-  TX/WASHINGTON
 BM0118  USGS QUAD   -  BRENHAM (1989)
 BM0118
 BM0118                         *CURRENT SURVEY CONTROL
 BM0118  ___________________________________________________________________
 BM0118* NAD 83(1986)-  30 13 44.     (N)    096 27 22.     (W)     SCALED    
 BM0118* NAVD 88     -        96.12   (+/-2cm)     315.4    (feet)  VERTCON   
 BM0118  ___________________________________________________________________
 BM0118  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BM0118
 BM0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0118
 BM0118.The horizontal coordinates were scaled from a topographic map and have
 BM0118.an estimated accuracy of +/- 6 seconds.
 BM0118
 BM0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0118.The vertical order pertains to the NGVD 29 superseded value.
 BM0118
 BM0118.The geoid height was determined by GEOID03.
 BM0118
 BM0118;                    North         East    Units  Estimated Accuracy
 BM0118;SPC TX C     - 3,068,830.    1,073,150.      MT  (+/- 180 meters Scaled)
 BM0118
 BM0118                          SUPERSEDED SURVEY CONTROL
 BM0118
 BM0118  NGVD 29 (??/??/92)   96.084  (m)          315.24   (f) ADJ UNCH    2 0
 BM0118
 BM0118.Superseded values are not recommended for survey control.
 BM0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0118.See file dsdata.txt to determine how the superseded data were derived.
 BM0118
 BM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU448468(NAD 83)
 BM0118_MARKER: DB = BENCH MARK DISK
 BM0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0118_SP_SET: CULVERT
 BM0118_STAMPING: 315.314 S 207 1933
 BM0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0118
 BM0118  HISTORY     - Date     Condition        Report By
 BM0118  HISTORY     - 1933     MONUMENTED       CGS
 BM0118  HISTORY     - 1963     GOOD             USGS
 BM0118  HISTORY     - 19910624 GOOD             USPSQD
 BM0118  HISTORY     - 19991009 GOOD             USPSQD
 BM0118
 BM0118                          STATION DESCRIPTION
 BM0118
 BM0118'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BM0118'5.6 MI NW FROM BRENHAM.
 BM0118'5.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BM0118'THE STATION AT BRENHAM WASHINGTON COUNTY, 3.8 MILES NORTHEAST OF THE
 BM0118'STATION AT GAY HILL, 5 POLES SOUTHEAST OF MILEPOST 132, AT A DIRT-ROAD
 BM0118'CROSSING, 42 FEET NORTH OF THE CENTER OF THE CROSSING (MAIN TRACK), 32
 BM0118'FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 25 FEET NORTHWEST
 BM0118'OF THE CENTER LINE OF THE ROAD, AT A CONCRETE CULVERT UNDER THE TRACK,
 BM0118'AND IN THE CENTER OF THE TOP OF THE NORTHEAST HEADWALL. A STANDARD
 BM0118'DISK, STAMPED 315.314 S 207 1933.
 BM0118
 BM0118                          STATION RECOVERY (1991)
 BM0118
 BM0118'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0118'RECOVERED IN GOOD CONDITION.
 BM0118
 BM0118                          STATION RECOVERY (1999)
 BM0118
 BM0118'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0198 ***********************************************************************
 BM0198  DESIGNATION -  S 208
 BM0198  PID         -  BM0198
 BM0198  STATE/COUNTY-  TX/WASHINGTON
 BM0198  USGS QUAD   -  KENNEY (1989)
 BM0198
 BM0198                         *CURRENT SURVEY CONTROL
 BM0198  ___________________________________________________________________
 BM0198* NAD 83(1986)-  30 05 30.     (N)    096 21 48.     (W)     SCALED    
 BM0198* NAVD 88     -       120.22   (+/-2cm)     394.4    (feet)  VERTCON   
 BM0198  ___________________________________________________________________
 BM0198  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BM0198
 BM0198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0198
 BM0198.The horizontal coordinates were scaled from a topographic map and have
 BM0198.an estimated accuracy of +/- 6 seconds.
 BM0198
 BM0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0198.The vertical order pertains to the NGVD 29 superseded value.
 BM0198
 BM0198.The geoid height was determined by GEOID03.
 BM0198
 BM0198;                    North         East    Units  Estimated Accuracy
 BM0198;SPC TX C     - 3,053,940.    1,082,620.      MT  (+/- 180 meters Scaled)
 BM0198
 BM0198                          SUPERSEDED SURVEY CONTROL
 BM0198
 BM0198  NGVD 29 (??/??/92)  120.190  (m)          394.32   (f) ADJ UNCH    2 0
 BM0198
 BM0198.Superseded values are not recommended for survey control.
 BM0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0198.See file dsdata.txt to determine how the superseded data were derived.
 BM0198
 BM0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU541318(NAD 83)
 BM0198_MARKER: DB = BENCH MARK DISK
 BM0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0198_SP_SET: CULVERT
 BM0198_STAMPING: S 208 1933 394.382
 BM0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0198
 BM0198  HISTORY     - Date     Condition        Report By
 BM0198  HISTORY     - 1933     MONUMENTED       CGS
 BM0198  HISTORY     - 1954     GOOD             NGS
 BM0198  HISTORY     - 19910726 GOOD             USPSQD
 BM0198  HISTORY     - 19940820 GOOD             USPSQD
 BM0198  HISTORY     - 19991009 GOOD             USPSQD
 BM0198  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 BM0198
 BM0198                          STATION DESCRIPTION
 BM0198
 BM0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0198'3.0 MI NW FROM KENNEY.
 BM0198'3.0 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BM0198'FROM THE STATION AT KENNEY, 3 POLES SOUTHEAST OF MILEPOST 120, 9 FEET
 BM0198'NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF THE SOUTHEAST END
 BM0198'OF THE NORTHEAST CONCRETE HEADWALL OF A CATTLE UNDERPASS.  NOTE-- 1963
 BM0198'USGS REPORT- 0.3 MILE SOUTHEAST ALONG THE GULF COLORADO AND SANTA FE
 BM0198'RAILWAY FROM THE STATION AT PHILLIPSBURG, WASHINGTON COUNTY, 130 YARDS
 BM0198'SOUTHEAST OF MILEPOST 120, AT A BRICK AND STONE CATTLE PASS UNDER THE
 BM0198'TRACK, AT THE NORTHWEST-SOUTHEAST END OF THE NORTHEAST SIDE, AND THE
 BM0198'FIRST STONE STEP FROM THE TOP.
 BM0198
 BM0198                          STATION RECOVERY (1991)
 BM0198
 BM0198'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0198'RECOVERED IN GOOD CONDITION.
 BM0198
 BM0198                          STATION RECOVERY (1994)
 BM0198
 BM0198'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0198'RECOVERED IN GOOD CONDITION.
 BM0198
 BM0198                          STATION RECOVERY (1999)
 BM0198
 BM0198'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0198'RECOVERED IN GOOD CONDITION.
 BM0198
 BM0198                          STATION RECOVERY (2004)
 BM0198
 BM0198'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0338 ***********************************************************************
 BM0338  DESIGNATION -  S 209
 BM0338  PID         -  BM0338
 BM0338  STATE/COUNTY-  TX/BELL
 BM0338  USGS QUAD   -  BARTLETT (1989)
 BM0338
 BM0338                         *CURRENT SURVEY CONTROL
 BM0338  ___________________________________________________________________
 BM0338* NAD 83(1986)-  30 50 45.     (N)    097 24 55.     (W)     SCALED    
 BM0338* NAVD 88     -       177.258  (meters)     581.55   (feet)  ADJUSTED  
 BM0338  ___________________________________________________________________
 BM0338  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BM0338  DYNAMIC HT  -         177.023 (meters)     580.78  (feet)  COMP
 BM0338  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 BM0338
 BM0338  VERT ORDER  -  FIRST     CLASS II
 BM0338
 BM0338.The horizontal coordinates were scaled from a topographic map and have
 BM0338.an estimated accuracy of +/- 6 seconds.
 BM0338
 BM0338.The orthometric height was determined by differential leveling
 BM0338.and adjusted by the National Geodetic Survey in June 1991..
 BM0338
 BM0338.The geoid height was determined by GEOID03.
 BM0338
 BM0338.The dynamic height is computed by dividing the NAVD 88
 BM0338.geopotential number by the normal gravity value computed on the
 BM0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0338.degrees latitude (g = 980.6199 gals.).
 BM0338
 BM0338.The modeled gravity was interpolated from observed gravity values.
 BM0338
 BM0338;                    North         East    Units  Estimated Accuracy
 BM0338;SPC TX C     - 3,134,380.      979,070.      MT  (+/- 180 meters Scaled)
 BM0338
 BM0338                          SUPERSEDED SURVEY CONTROL
 BM0338
 BM0338  NGVD 29 (??/??/92)  177.095  (m)          581.02   (f) ADJ UNCH    1 2
 BM0338
 BM0338.Superseded values are not recommended for survey control.
 BM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0338.See file dsdata.txt to determine how the superseded data were derived.
 BM0338
 BM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV515135(NAD 83)
 BM0338_MARKER: DB = BENCH MARK DISK
 BM0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0338_STAMPING: S-209 1933
 BM0338_MARK LOGO: CGS   
 BM0338_PROJECTION: RECESSED 3 CENTIMETERS
 BM0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0338+STABILITY: SURFACE MOTION
 BM0338
 BM0338  HISTORY     - Date     Condition        Report By
 BM0338  HISTORY     - 1933     MONUMENTED       CGS
 BM0338  HISTORY     - 1935     GOOD             NGS
 BM0338  HISTORY     - 1980     POOR             NGS
 BM0338  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0338
 BM0338                          STATION DESCRIPTION
 BM0338
 BM0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0338'2.5 MI SW FROM HOLLAND.
 BM0338'2.5 MILES SOUTHWEST OF, ALONG M.K.T. RAILROAD.  ABOUT 500 FEET
 BM0338'SOUTHWEST OF MILE POST 899, 20 FEET NORTHEAST OF RAILROAD CROSSING, 40
 BM0338'FEET SOUTHEAST OF CENTER OF TRACK.
 BM0338
 BM0338                          STATION RECOVERY (1935)
 BM0338
 BM0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0338'RECOVERED IN GOOD CONDITION.
 BM0338
 BM0338                          STATION RECOVERY (1980)
 BM0338
 BM0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0338'4.1 KM (2.55 MI) SOUTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0338'FARM ROAD 1123 IN HOLLAND, THENCE 1.0 KM (0.6 MI) EAST ALONG A PAVED
 BM0338'ROAD, 6.1 METERS (20.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD,
 BM0338'12.2 METERS (40.0 FT) SOUTHEAST OF THE CENTER OF THE MISSOURI KANSAS
 BM0338'AND TEXAS RAILROAD TRACKS.  NOTE-THE STAMPING IS NOT S 209 1933 AS
 BM0338'STATED IN THE DESCRIPTION IN TEXAS LINE 253, JANUARY, 1964.
 BM0338'THE MARK IS 0.3 M BELOW THE PAVED ROAD.
 BM0338
 BM0338                          STATION RECOVERY (2001)
 BM0338
 BM0338'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0491 ***********************************************************************
 CC0491  DESIGNATION -  S 21
 CC0491  PID         -  CC0491
 CC0491  STATE/COUNTY-  TX/REEVES
 CC0491  USGS QUAD   -  ORLA SE (1961)
 CC0491
 CC0491                         *CURRENT SURVEY CONTROL
 CC0491  ___________________________________________________________________
 CC0491* NAD 83(1986)-  31 45 27.     (N)    103 46 29.     (W)     SCALED    
 CC0491* NAVD 88     -       828.594  (meters)    2718.48   (feet)  POSTED    
 CC0491  ___________________________________________________________________
 CC0491  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CC0491  DYNAMIC HT  -         827.370 (meters)    2714.46  (feet)  COMP
 CC0491  MODELED GRAV-     979,131.2   (mgal)                       NAVD 88
 CC0491
 CC0491  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0491
 CC0491.The horizontal coordinates were scaled from a topographic map and have
 CC0491.an estimated accuracy of +/- 6 seconds.
 CC0491
 CC0491.The orthometric height was determined by differential leveling
 CC0491.and adjusted by the National Geodetic Survey in 1992..
 CC0491.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0491.rate of 4.1 thru 8.0 mm/km.
 CC0491
 CC0491.The geoid height was determined by GEOID03.
 CC0491
 CC0491.The dynamic height is computed by dividing the NAVD 88
 CC0491.geopotential number by the normal gravity value computed on the
 CC0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0491.degrees latitude (g = 980.6199 gals.).
 CC0491
 CC0491.The modeled gravity was interpolated from observed gravity values.
 CC0491
 CC0491;                    North         East    Units  Estimated Accuracy
 CC0491;SPC TX C     - 3,236,830.      374,020.      MT  (+/- 180 meters Scaled)
 CC0491
 CC0491                          SUPERSEDED SURVEY CONTROL
 CC0491
 CC0491.No superseded survey control is available for this station.
 CC0491
 CC0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR160142(NAD 83)
 CC0491_MARKER: DD = SURVEY DISK
 CC0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0491+STABILITY: SURFACE MOTION
 CC0491
 CC0491  HISTORY     - Date     Condition        Report By
 CC0491  HISTORY     - UNK      MONUMENTED       USGS
 CC0491  HISTORY     - 1957     MARK NOT FOUND   NGS
 CC0491
 CC0491                          STATION DESCRIPTION
 CC0491
 CC0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0491'0.2 MI N FROM RIVERTON.
 CC0491'ABOUT 0.2 MILE NORTH OF RIVERTON, REEVES COUNTY, ON THE WESTERN
 CC0491'RIGHT-OF-WAY LINE OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 30
 CC0491'METERS (98 FEET) SOUTH OF MILEPOST 241.  A CONCRETE POST WITH DISK IN
 CC0491'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1243 ***********************************************************************
 AX1243  DESIGNATION -  S 210
 AX1243  PID         -  AX1243
 AX1243  STATE/COUNTY-  TX/COLORADO
 AX1243  USGS QUAD   -  ALTAIR (1981)
 AX1243
 AX1243                         *CURRENT SURVEY CONTROL
 AX1243  ___________________________________________________________________
 AX1243* NAD 83(1986)-  29 33 57.     (N)    096 29 52.     (W)     SCALED    
 AX1243* NAVD 88     -        60.95   (+/-2cm)     200.0    (feet)  VERTCON   
 AX1243  ___________________________________________________________________
 AX1243  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX1243
 AX1243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1243
 AX1243.The horizontal coordinates were scaled from a topographic map and have
 AX1243.an estimated accuracy of +/- 6 seconds.
 AX1243
 AX1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1243.The vertical order pertains to the NGVD 29 superseded value.
 AX1243
 AX1243.The geoid height was determined by GEOID03.
 AX1243
 AX1243;                    North         East    Units  Estimated Accuracy
 AX1243;SPC TXSC     - 4,194,600.      842,420.      MT  (+/- 180 meters Scaled)
 AX1243
 AX1243                          SUPERSEDED SURVEY CONTROL
 AX1243
 AX1243  NGVD 29 (??/??/92)   60.935  (m)          199.92   (f) ADJ UNCH    2 0
 AX1243
 AX1243.Superseded values are not recommended for survey control.
 AX1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1243.See file dsdata.txt to determine how the superseded data were derived.
 AX1243
 AX1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT424732(NAD 83)
 AX1243_MARKER: DB = BENCH MARK DISK
 AX1243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1243_SP_SET: MONUMENT
 AX1243_STAMPING: S-210 1934
 AX1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1243
 AX1243  HISTORY     - Date     Condition        Report By
 AX1243  HISTORY     - 1934     MONUMENTED       CGS
 AX1243  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1243
 AX1243                          STATION DESCRIPTION
 AX1243
 AX1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX1243'5.1 MI E FROM ROCK ISLAND.
 AX1243'5.1 MILES EAST OF ALONG TEXAS AND NEW ORLEANS RAILROAD.  100 FEET
 AX1243'NORTH OF MILE POST 72, 45 FEET NORTH OF CENTER OF TRACK.
 AX1243
 AX1243                          STATION RECOVERY (1965)
 AX1243
 AX1243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0034 ***********************************************************************
 CB0034  DESIGNATION -  S 211
 CB0034  PID         -  CB0034
 CB0034  STATE/COUNTY-  TX/TOM GREEN
 CB0034  USGS QUAD   -  HARRIET (1984)
 CB0034
 CB0034                         *CURRENT SURVEY CONTROL
 CB0034  ___________________________________________________________________
 CB0034* NAD 83(1986)-  31 31 18.     (N)    100 21 14.     (W)     SCALED    
 CB0034* NAVD 88     -       564.176  (meters)    1850.97   (feet)  ADJUSTED  
 CB0034  ___________________________________________________________________
 CB0034  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CB0034  DYNAMIC HT  -         563.407 (meters)    1848.44  (feet)  COMP
 CB0034  MODELED GRAV-     979,259.3   (mgal)                       NAVD 88
 CB0034
 CB0034  VERT ORDER  -  SECOND    CLASS 0
 CB0034
 CB0034.The horizontal coordinates were scaled from a topographic map and have
 CB0034.an estimated accuracy of +/- 6 seconds.
 CB0034
 CB0034.The orthometric height was determined by differential leveling
 CB0034.and adjusted by the National Geodetic Survey in June 1991..
 CB0034
 CB0034.The geoid height was determined by GEOID03.
 CB0034
 CB0034.The dynamic height is computed by dividing the NAVD 88
 CB0034.geopotential number by the normal gravity value computed on the
 CB0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0034.degrees latitude (g = 980.6199 gals.).
 CB0034
 CB0034.The modeled gravity was interpolated from observed gravity values.
 CB0034
 CB0034;                    North         East    Units  Estimated Accuracy
 CB0034;SPC TX C     - 3,205,640.      698,050.      MT  (+/- 180 meters Scaled)
 CB0034
 CB0034                          SUPERSEDED SURVEY CONTROL
 CB0034
 CB0034  NGVD 29 (??/??/92)  564.023  (m)         1850.47   (f) ADJ UNCH    2 0
 CB0034
 CB0034.Superseded values are not recommended for survey control.
 CB0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0034.See file dsdata.txt to determine how the superseded data were derived.
 CB0034
 CB0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV714882(NAD 83)
 CB0034_MARKER: DB = BENCH MARK DISK
 CB0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0034_STAMPING: 1850.442 S 211 1934
 CB0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0034+STABILITY: SURFACE MOTION
 CB0034
 CB0034  HISTORY     - Date     Condition        Report By
 CB0034  HISTORY     - 1934     MONUMENTED       CGS
 CB0034  HISTORY     - 1940     GOOD             NGS
 CB0034
 CB0034                          STATION DESCRIPTION
 CB0034
 CB0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0034'6.0 MI NE FROM SAN ANGELO.
 CB0034'6.0 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0034'SAN ANGELO, TOM GREEN COUNTY, 24 FEET NORTHEAST OF MILEPOST 66, 45
 CB0034'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 9 FEET NORTHWEST OF
 CB0034'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1850.442 S 211 1934
 CB0034'AND SET IN THE TOP OF A CONCRETE POST.
 CB0034
 CB0034                          STATION RECOVERY (1940)
 CB0034
 CB0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0079 ***********************************************************************
 AX0079  DESIGNATION -  S 212
 AX0079  PID         -  AX0079
 AX0079  STATE/COUNTY-  TX/COLORADO
 AX0079  USGS QUAD   -  EAGLE LAKE (1981)
 AX0079
 AX0079                         *CURRENT SURVEY CONTROL
 AX0079  ___________________________________________________________________
 AX0079* NAD 83(1986)-  29 34 20.     (N)    096 19 54.     (W)     SCALED    
 AX0079* NAVD 88     -        52.85   (+/-2cm)     173.4    (feet)  VERTCON   
 AX0079  ___________________________________________________________________
 AX0079  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0079
 AX0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0079
 AX0079.The horizontal coordinates were scaled from a topographic map and have
 AX0079.an estimated accuracy of +/- 6 seconds.
 AX0079
 AX0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0079.The vertical order pertains to the NGVD 29 superseded value.
 AX0079
 AX0079.The geoid height was determined by GEOID03.
 AX0079
 AX0079;                    North         East    Units  Estimated Accuracy
 AX0079;SPC TXSC     - 4,195,660.      858,500.      MT  (+/- 180 meters Scaled)
 AX0079
 AX0079                          SUPERSEDED SURVEY CONTROL
 AX0079
 AX0079  NGVD 29 (??/??/92)   52.844  (m)          173.37   (f) ADJ UNCH    2 0
 AX0079
 AX0079.Superseded values are not recommended for survey control.
 AX0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0079.See file dsdata.txt to determine how the superseded data were derived.
 AX0079
 AX0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT584743(NAD 83)
 AX0079_MARKER: DB = BENCH MARK DISK
 AX0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0079_STAMPING: 173.349 S 212 1934
 AX0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0079+STABILITY: SURFACE MOTION
 AX0079
 AX0079  HISTORY     - Date     Condition        Report By
 AX0079  HISTORY     - 1934     MONUMENTED       CGS
 AX0079  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0079
 AX0079                          STATION DESCRIPTION
 AX0079
 AX0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0079'0.8 MI S FROM EAGLE LAKE.
 AX0079'ABOUT 0.8 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AX0079'FROM THE CROSSING OF U.S. HIGHWAY 90 A AT THE SOUTHEAST PART OF EAGLE
 AX0079'LAKE, COLORADO COUNTY, ABOUT 186 FEET SOUTHEAST OF A LARGE RICE
 AX0079'ELEVATOR, AT A GRAVEL-ROAD CROSSING, 79.5 FEET SOUTHWEST OF THE CENTER
 AX0079'LINE OF THE MAIN TRACK, 40 FEET NORTHWEST OF THE CENTER LINE OF THE
 AX0079'GRAVEL ROAD, 6.7 FEET NORTHWEST OF A POLE, 2.4 FEET SOUTHEAST OF A
 AX0079'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 AX0079'DISK, STAMPED 173.349 S 212 1934 AND SET IN THE TOP OF A CONCRETE POST
 AX0079'PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 AX0079
 AX0079                          STATION RECOVERY (1991)
 AX0079
 AX0079'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0637 ***********************************************************************
 CT0637  DESIGNATION -  S 212
 CT0637  PID         -  CT0637
 CT0637  STATE/COUNTY-  TX/RUNNELS
 CT0637  USGS QUAD   -  BRADSHAW (1967)
 CT0637
 CT0637                         *CURRENT SURVEY CONTROL
 CT0637  ___________________________________________________________________
 CT0637* NAD 83(1986)-  32 01 05.     (N)    099 57 17.     (W)     SCALED    
 CT0637* NAVD 88     -       585.313  (meters)    1920.31   (feet)  ADJUSTED  
 CT0637  ___________________________________________________________________
 CT0637  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CT0637  DYNAMIC HT  -         584.549 (meters)    1917.81  (feet)  COMP
 CT0637  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 CT0637
 CT0637  VERT ORDER  -  SECOND    CLASS 0
 CT0637
 CT0637.The horizontal coordinates were scaled from a topographic map and have
 CT0637.an estimated accuracy of +/- 6 seconds.
 CT0637
 CT0637.The orthometric height was determined by differential leveling
 CT0637.and adjusted by the National Geodetic Survey in June 1991..
 CT0637
 CT0637.The geoid height was determined by GEOID03.
 CT0637
 CT0637.The dynamic height is computed by dividing the NAVD 88
 CT0637.geopotential number by the normal gravity value computed on the
 CT0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0637.degrees latitude (g = 980.6199 gals.).
 CT0637
 CT0637.The modeled gravity was interpolated from observed gravity values.
 CT0637
 CT0637;                    North         East    Units  Estimated Accuracy
 CT0637;SPC TX C     - 3,260,740.      735,770.      MT  (+/- 180 meters Scaled)
 CT0637
 CT0637                          SUPERSEDED SURVEY CONTROL
 CT0637
 CT0637  NGVD 29 (??/??/92)  585.192  (m)         1919.92   (f) ADJ UNCH    2 0
 CT0637
 CT0637.Superseded values are not recommended for survey control.
 CT0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0637.See file dsdata.txt to determine how the superseded data were derived.
 CT0637
 CT0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA098428(NAD 83)
 CT0637_MARKER: DB = BENCH MARK DISK
 CT0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0637_STAMPING: S 212 1934
 CT0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0637+STABILITY: SURFACE MOTION
 CT0637
 CT0637  HISTORY     - Date     Condition        Report By
 CT0637  HISTORY     - 1934     MONUMENTED       CGS
 CT0637  HISTORY     - 1961     GOOD             NGS
 CT0637
 CT0637                          STATION DESCRIPTION
 CT0637
 CT0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0637'4.45 MI N FROM WINTERS.
 CT0637'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CT0637'THENCE 4.35 MILES NORTH ALONG U.S. HIGHWAY 83, 40 FEET WEST OF THE
 CT0637'WEST RAIL, 15 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 9 FEET NORTH OF
 CT0637'A POWER POLE, 5 FEET SOUTH OF A FENCE, 2 FEET NORTH OF A METAL WITNESS
 CT0637'POST WITH SIGN, ABOUT LEVEL WITH THE TRACKS, SET IN TOP OF A SQUARE
 CT0637'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4452 ***********************************************************************
 AW4452  DESIGNATION -  S 213
 AW4452  PID         -  AW4452
 AW4452  STATE/COUNTY-  TX/MATAGORDA
 AW4452  USGS QUAD   -  VAN VLECK (1980)
 AW4452
 AW4452                         *CURRENT SURVEY CONTROL
 AW4452  ___________________________________________________________________
 AW4452* NAD 83(1986)-  29 03 26.     (N)    095 57 44.     (W)     SCALED    
 AW4452* NAVD 88     -        17.86   (+/-2cm)      58.6    (feet)  VERTCON   
 AW4452  ___________________________________________________________________
 AW4452  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW4452
 AW4452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4452
 AW4452.The horizontal coordinates were scaled from a topographic map and have
 AW4452.an estimated accuracy of +/- 6 seconds.
 AW4452
 AW4452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4452.The vertical order pertains to the NGVD 29 superseded value.
 AW4452
 AW4452.The geoid height was determined by GEOID03.
 AW4452
 AW4452;                    North         East    Units  Estimated Accuracy
 AW4452;SPC TXSC     - 4,139,480.      895,760.      MT  (+/- 180 meters Scaled)
 AW4452
 AW4452                          SUPERSEDED SURVEY CONTROL
 AW4452
 AW4452  NGVD 29 (??/??/92)   17.88   (m)           58.7    (f) COMPUTED    2 0
 AW4452
 AW4452.Superseded values are not recommended for survey control.
 AW4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4452.See file dsdata.txt to determine how the superseded data were derived.
 AW4452
 AW4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN115179(NAD 83)
 AW4452_MARKER: DB = BENCH MARK DISK
 AW4452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4452_STAMPING: S 213 1934
 AW4452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4452+STABILITY: SURFACE MOTION
 AW4452
 AW4452  HISTORY     - Date     Condition        Report By
 AW4452  HISTORY     - 1934     MONUMENTED       CGS
 AW4452  HISTORY     - 1942     GOOD             NGS
 AW4452
 AW4452                          STATION DESCRIPTION
 AW4452
 AW4452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW4452'5.3 MI N FROM BAY CITY.
 AW4452'TO REACH FROM BAY CITY.  PROCEED ABOUT 5.3 MILES NORTHERLY ALONG SANTA
 AW4452'FE RAILROAD TRACKS TO SITE OF BENCH MARK.  BENCH MARK IS NEAR MILEAGE
 AW4452'63.5, ABOUT 50 FEET WEST OF THE CENTERLINE OF THE TRACK, 5 FEET SOUTH
 AW4452'OF THE SOUTH GATEPOST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET NORTH OF A
 AW4452'4X4-INCH WOODEN MARKER POST.  A STD. DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1444 ***********************************************************************
 AY1444  DESIGNATION -  S 214
 AY1444  PID         -  AY1444
 AY1444  STATE/COUNTY-  TX/REAL
 AY1444  USGS QUAD   -  OWL HOLLOW (1971)
 AY1444
 AY1444                         *CURRENT SURVEY CONTROL
 AY1444  ___________________________________________________________________
 AY1444* NAD 83(1986)-  29 51 40.     (N)    099 46 12.     (W)     SCALED    
 AY1444* NAVD 88     -       550.101  (meters)    1804.79   (feet)  ADJUSTED  
 AY1444  ___________________________________________________________________
 AY1444  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 AY1444  DYNAMIC HT  -         549.283 (meters)    1802.11  (feet)  COMP
 AY1444  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 AY1444
 AY1444  VERT ORDER  -  SECOND    CLASS 0
 AY1444
 AY1444.The horizontal coordinates were scaled from a topographic map and have
 AY1444.an estimated accuracy of +/- 6 seconds.
 AY1444
 AY1444.The orthometric height was determined by differential leveling
 AY1444.and adjusted by the National Geodetic Survey in June 1991..
 AY1444
 AY1444.The geoid height was determined by GEOID03.
 AY1444
 AY1444.The dynamic height is computed by dividing the NAVD 88
 AY1444.geopotential number by the normal gravity value computed on the
 AY1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1444.degrees latitude (g = 980.6199 gals.).
 AY1444
 AY1444.The modeled gravity was interpolated from observed gravity values.
 AY1444
 AY1444;                    North         East    Units  Estimated Accuracy
 AY1444;SPC TXSC     - 4,224,980.      525,610.      MT  (+/- 180 meters Scaled)
 AY1444
 AY1444                          SUPERSEDED SURVEY CONTROL
 AY1444
 AY1444  NGVD 29 (??/??/92)  549.995  (m)         1804.44   (f) ADJ UNCH    2 0
 AY1444
 AY1444.Superseded values are not recommended for survey control.
 AY1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1444.See file dsdata.txt to determine how the superseded data were derived.
 AY1444
 AY1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU256036(NAD 83)
 AY1444_MARKER: DB = BENCH MARK DISK
 AY1444_SETTING: 66 = SET IN ROCK OUTCROP
 AY1444_SP_SET: LIMESTONE OUTCROP
 AY1444_STAMPING: S 214 1934
 AY1444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1444+STABILITY: POSITION/ELEVATION WELL
 AY1444
 AY1444  HISTORY     - Date     Condition        Report By
 AY1444  HISTORY     - 1934     MONUMENTED       CGS
 AY1444  HISTORY     - 1953     GOOD             NGS
 AY1444  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1444  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1444
 AY1444                          STATION DESCRIPTION
 AY1444
 AY1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1444'10.8 MI N FROM LEAKEY.
 AY1444'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1444'COURTHOUSE AT LEAKEY, THENCE 7.8 MILES NORTH ALONG RANCH ROAD 336,
 AY1444'THENCE 2.2 MILES NORTH ALONG A WINDING ROCKY ROAD, 0.1 MILE SOUTH OF
 AY1444'THE FRIO RIVER, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5.3
 AY1444'FEET WEST OF A FENCE, 5.3 FEET WEST OF A WITNESS POST, 5 FEET ABOVE
 AY1444'THE LEVEL OF THE ROAD, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 AY1444'LIMESTONE OUTCROP.
 AY1444
 AY1444                          STATION RECOVERY (2001)
 AY1444
 AY1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1444'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1444
 AY1444                          STATION RECOVERY (2001)
 AY1444
 AY1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1444'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0231 ***********************************************************************
 AO0231  DESIGNATION -  S 215
 AO0231  PID         -  AO0231
 AO0231  STATE/COUNTY-  TX/LA SALLE
 AO0231  USGS QUAD   -  MILLETT (1974)
 AO0231
 AO0231                         *CURRENT SURVEY CONTROL
 AO0231  ___________________________________________________________________
 AO0231* NAD 83(1986)-  28 31 33.     (N)    099 14 06.     (W)     SCALED    
 AO0231* NAVD 88     -       176.310  (meters)     578.44   (feet)  ADJUSTED  
 AO0231  ___________________________________________________________________
 AO0231  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AO0231  DYNAMIC HT  -         176.047 (meters)     577.58  (feet)  COMP
 AO0231  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 AO0231
 AO0231  VERT ORDER  -  FIRST     CLASS II
 AO0231
 AO0231.The horizontal coordinates were scaled from a topographic map and have
 AO0231.an estimated accuracy of +/- 6 seconds.
 AO0231
 AO0231.The orthometric height was determined by differential leveling
 AO0231.and adjusted by the National Geodetic Survey in June 1991..
 AO0231.WARNING-Repeat measurements at this control monument indicate possible
 AO0231.vertical movement.
 AO0231
 AO0231.The geoid height was determined by GEOID03.
 AO0231
 AO0231.The dynamic height is computed by dividing the NAVD 88
 AO0231.geopotential number by the normal gravity value computed on the
 AO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0231.degrees latitude (g = 980.6199 gals.).
 AO0231
 AO0231.The modeled gravity was interpolated from observed gravity values.
 AO0231
 AO0231;                    North         East    Units  Estimated Accuracy
 AO0231;SPC TXSC     - 4,076,770.      577,000.      MT  (+/- 180 meters Scaled)
 AO0231
 AO0231                          SUPERSEDED SURVEY CONTROL
 AO0231
 AO0231  NGVD 29 (??/??/92)  176.239  (m)          578.21   (f) ADJ UNCH    1 2
 AO0231
 AO0231.Superseded values are not recommended for survey control.
 AO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0231.See file dsdata.txt to determine how the superseded data were derived.
 AO0231
 AO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS770554(NAD 83)
 AO0231_MARKER: DB = BENCH MARK DISK
 AO0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0231_STAMPING: S 215 1934 578.211
 AO0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0231+STABILITY: SURFACE MOTION
 AO0231
 AO0231  HISTORY     - Date     Condition        Report By
 AO0231  HISTORY     - 1934     MONUMENTED       CGS
 AO0231  HISTORY     - 1956     GOOD             NGS
 AO0231
 AO0231                          STATION DESCRIPTION
 AO0231
 AO0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0231'1.3 MI W FROM GARDENDALE.
 AO0231'1.3 MILES WEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0231'THE STATION AT GARDENDALE, AT A POWER LINE CROSSING, 30 FEET NORTHEAST
 AO0231'OF THE NORTHEAST RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 13.6
 AO0231'FEET SOUTHEAST OF A TELEPHONE POLE, 18 FEET SOUTHWEST OF A FENCE, 8
 AO0231'FEET NORTHEAST OF THE NORTHEAST SIDE OF A SMALL WASH, 1.2 FEET
 AO0231'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0231'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0489 ***********************************************************************
 AO0489  DESIGNATION -  S 216
 AO0489  PID         -  AO0489
 AO0489  STATE/COUNTY-  TX/DIMMIT
 AO0489  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0489
 AO0489                         *CURRENT SURVEY CONTROL
 AO0489  ___________________________________________________________________
 AO0489* NAD 83(1986)-  28 37 13.     (N)    099 51 27.     (W)     SCALED    
 AO0489* NAVD 88     -       179.983  (meters)     590.49   (feet)  POSTED    
 AO0489  ___________________________________________________________________
 AO0489  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AO0489  DYNAMIC HT  -         179.720 (meters)     589.63  (feet)  COMP
 AO0489  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 AO0489
 AO0489  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AO0489
 AO0489.The horizontal coordinates were scaled from a topographic map and have
 AO0489.an estimated accuracy of +/- 6 seconds.
 AO0489
 AO0489.The orthometric height was determined by differential leveling
 AO0489.and adjusted by the National Geodetic Survey in 1992..
 AO0489.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AO0489.rate of 4.1 thru 8.0 mm/km.
 AO0489
 AO0489.The geoid height was determined by GEOID03.
 AO0489
 AO0489.The dynamic height is computed by dividing the NAVD 88
 AO0489.geopotential number by the normal gravity value computed on the
 AO0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0489.degrees latitude (g = 980.6199 gals.).
 AO0489
 AO0489.The modeled gravity was interpolated from observed gravity values.
 AO0489
 AO0489;                    North         East    Units  Estimated Accuracy
 AO0489;SPC TXSC     - 4,087,520.      516,150.      MT  (+/- 180 meters Scaled)
 AO0489
 AO0489                          SUPERSEDED SURVEY CONTROL
 AO0489
 AO0489  NGVD 29 (??/??/92)  179.928  (m)          590.31   (f) ADJ UNCH    2 0
 AO0489
 AO0489.Superseded values are not recommended for survey control.
 AO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0489.See file dsdata.txt to determine how the superseded data were derived.
 AO0489
 AO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS161662(NAD 83)
 AO0489_MARKER: DB = BENCH MARK DISK
 AO0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0489_STAMPING: S-216 1934
 AO0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0489+STABILITY: SURFACE MOTION
 AO0489
 AO0489  HISTORY     - Date     Condition        Report By
 AO0489  HISTORY     - 1934     MONUMENTED       CGS
 AO0489  HISTORY     - 1972     MARK NOT FOUND   USGS
 AO0489  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 AO0489
 AO0489                          STATION DESCRIPTION
 AO0489
 AO0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0489'IN WINTER HAVEN.
 AO0489'ALONG THE S. A. U. AND G. R. R.  85 FT. S OF S CORNER OF STATION AND
 AO0489'34 FT. SE OF CENTER-LINE OF TRACK.
 AO0489
 AO0489                          STATION RECOVERY (1972)
 AO0489
 AO0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AO0489'MARK NOT FOUND.
 AO0489
 AO0489                          STATION RECOVERY (1997)
 AO0489
 AO0489'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0217 ***********************************************************************
 AZ0217  DESIGNATION -  S 217
 AZ0217  PID         -  AZ0217
 AZ0217  STATE/COUNTY-  TX/VAL VERDE
 AZ0217  USGS QUAD   -  CARRUTHERS DRAW (1979)
 AZ0217
 AZ0217                         *CURRENT SURVEY CONTROL
 AZ0217  ___________________________________________________________________
 AZ0217* NAD 83(1986)-  29 47 36.     (N)    100 48 57.     (W)     SCALED    
 AZ0217* NAVD 88     -       499.420  (meters)    1638.51   (feet)  ADJUSTED  
 AZ0217  ___________________________________________________________________
 AZ0217  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0217  DYNAMIC HT  -         498.682 (meters)    1636.09  (feet)  COMP
 AZ0217  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 AZ0217
 AZ0217  VERT ORDER  -  SECOND    CLASS 0
 AZ0217
 AZ0217.The horizontal coordinates were scaled from a topographic map and have
 AZ0217.an estimated accuracy of +/- 6 seconds.
 AZ0217
 AZ0217.The orthometric height was determined by differential leveling
 AZ0217.and adjusted by the National Geodetic Survey in June 1991..
 AZ0217
 AZ0217.The geoid height was determined by GEOID03.
 AZ0217
 AZ0217.The dynamic height is computed by dividing the NAVD 88
 AZ0217.geopotential number by the normal gravity value computed on the
 AZ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0217.degrees latitude (g = 980.6199 gals.).
 AZ0217
 AZ0217.The modeled gravity was interpolated from observed gravity values.
 AZ0217
 AZ0217;                    North         East    Units  Estimated Accuracy
 AZ0217;SPC TXSC     - 4,218,590.      424,460.      MT  (+/- 180 meters Scaled)
 AZ0217
 AZ0217                          SUPERSEDED SURVEY CONTROL
 AZ0217
 AZ0217  NGVD 29 (??/??/92)  499.345  (m)         1638.27   (f) ADJ UNCH    2 0
 AZ0217
 AZ0217.Superseded values are not recommended for survey control.
 AZ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0217.See file dsdata.txt to determine how the superseded data were derived.
 AZ0217
 AZ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT244972(NAD 83)
 AZ0217_MARKER: DB = BENCH MARK DISK
 AZ0217_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0217_SP_SET: LEDGE
 AZ0217_STAMPING: S 217 1934 1638.268
 AZ0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0217+STABILITY: POSITION/ELEVATION WELL
 AZ0217
 AZ0217  HISTORY     - Date     Condition        Report By
 AZ0217  HISTORY     - 1934     MONUMENTED       CGS
 AZ0217  HISTORY     - 1958     GOOD             NGS
 AZ0217
 AZ0217                          STATION DESCRIPTION
 AZ0217
 AZ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0217'15.5 MI WNW FROM CARTA VALLEY.
 AZ0217'ABOUT 10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE POST OFFICE
 AZ0217'AT CARTA VALLEY, THENCE ABOUT 4.8 MILES NORTH ALONG U.S. HIGHWAY 277,
 AZ0217'THENCE ABOUT 0.15 MILE NORTHWEST ALONG A PRIVATE TRAIL ROAD, THENCE
 AZ0217'ABOUT 0.25 MILE SOUTH-SOUTHWEST ALONG THE OLD HIGHWAY. IN THE TOP OF A
 AZ0217'LARGE LIMESTONE LEDGE, 71 FEET EAST-SOUTHEAST OF THE CENTER LINE OF
 AZ0217'THE OLD HIGHWAY, 120 YARDS SOUTH-SOUTHWEST OF A FENCE ACROSS THE OLD
 AZ0217'HIGHWAY, 32 FEET SOUTHWEST OF A TELEPHONE POLE, AND ABOUT 4 FEET ABOVE
 AZ0217'THE LEVEL OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0070 ***********************************************************************
 BO0070  DESIGNATION -  S 218
 BO0070  PID         -  BO0070
 BO0070  STATE/COUNTY-  TX/SUTTON
 BO0070  USGS QUAD   -  DUNBAR DRAW NW (1982)
 BO0070
 BO0070                         *CURRENT SURVEY CONTROL
 BO0070  ___________________________________________________________________
 BO0070* NAD 83(1986)-  30 25 52.     (N)    100 42 13.     (W)     SCALED    
 BO0070* NAVD 88     -       630.098  (meters)    2067.25   (feet)  ADJUSTED  
 BO0070  ___________________________________________________________________
 BO0070  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 BO0070  DYNAMIC HT  -         629.182 (meters)    2064.24  (feet)  COMP
 BO0070  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 BO0070
 BO0070  VERT ORDER  -  SECOND    CLASS 0
 BO0070
 BO0070.The horizontal coordinates were scaled from a topographic map and have
 BO0070.an estimated accuracy of +/- 6 seconds.
 BO0070
 BO0070.The orthometric height was determined by differential leveling
 BO0070.and adjusted by the National Geodetic Survey in June 1991..
 BO0070
 BO0070.The geoid height was determined by GEOID03.
 BO0070
 BO0070.The dynamic height is computed by dividing the NAVD 88
 BO0070.geopotential number by the normal gravity value computed on the
 BO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0070.degrees latitude (g = 980.6199 gals.).
 BO0070
 BO0070.The modeled gravity was interpolated from observed gravity values.
 BO0070
 BO0070;                    North         East    Units  Estimated Accuracy
 BO0070;SPC TX C     - 3,084,800.      664,430.      MT  (+/- 180 meters Scaled)
 BO0070
 BO0070                          SUPERSEDED SURVEY CONTROL
 BO0070
 BO0070  NGVD 29 (??/??/92)  629.935  (m)         2066.71   (f) ADJ UNCH    2 0
 BO0070
 BO0070.Superseded values are not recommended for survey control.
 BO0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0070.See file dsdata.txt to determine how the superseded data were derived.
 BO0070
 BO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU363677(NAD 83)
 BO0070_MARKER: DB = BENCH MARK DISK
 BO0070_SETTING: 66 = SET IN ROCK OUTCROP
 BO0070_SP_SET: OUTCROP
 BO0070_STAMPING: S 218 1934 2066. 712
 BO0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0070+STABILITY: POSITION/ELEVATION WELL
 BO0070
 BO0070  HISTORY     - Date     Condition        Report By
 BO0070  HISTORY     - 1934     MONUMENTED       CGS
 BO0070  HISTORY     - 1958     GOOD             NGS
 BO0070  HISTORY     - 1963     GOOD             CONOCO
 BO0070
 BO0070                          STATION DESCRIPTION
 BO0070
 BO0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0070'10.75 MI S FROM SONORA.
 BO0070'ABOUT 10.75 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM THE INTERSECTION
 BO0070'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, IN THE TOP OF A LARGE
 BO0070'LIMESTONE OUTCROP, 65 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BO0070'HIGHWAY, ABOUT 0.15 MILE NORTHWEST OF A TWIN CULVERT, ABOUT 0.45 MILE
 BO0070'NORTHWEST OF A GRADED DIRT ROAD LEADING SOUTHWEST, ON THE NORTHEAST
 BO0070'SLOPE OF A VERY ROCKY HILL, 4 FEET SOUTHWEST OF A FENCE, AND ABOUT 3
 BO0070'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BO0070
 BO0070                          STATION RECOVERY (1963)
 BO0070
 BO0070'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1963
 BO0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0300 ***********************************************************************
 BN0300  DESIGNATION -  S 219
 BN0300  PID         -  BN0300
 BN0300  STATE/COUNTY-  TX/KERR
 BN0300  USGS QUAD   -  KERRVILLE (1982)
 BN0300
 BN0300                         *CURRENT SURVEY CONTROL
 BN0300  ___________________________________________________________________
 BN0300* NAD 83(1986)-  30 04 17.     (N)    099 11 47.     (W)     SCALED    
 BN0300* NAVD 88     -       505.249  (meters)    1657.64   (feet)  ADJUSTED  
 BN0300  ___________________________________________________________________
 BN0300  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BN0300  DYNAMIC HT  -         504.531 (meters)    1655.28  (feet)  COMP
 BN0300  MODELED GRAV-     979,204.0   (mgal)                       NAVD 88
 BN0300
 BN0300  VERT ORDER  -  SECOND    CLASS 0
 BN0300
 BN0300.The horizontal coordinates were scaled from a topographic map and have
 BN0300.an estimated accuracy of +/- 6 seconds.
 BN0300
 BN0300.The orthometric height was determined by differential leveling
 BN0300.and adjusted by the National Geodetic Survey in June 1991..
 BN0300
 BN0300.The geoid height was determined by GEOID03.
 BN0300
 BN0300.The dynamic height is computed by dividing the NAVD 88
 BN0300.geopotential number by the normal gravity value computed on the
 BN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0300.degrees latitude (g = 980.6199 gals.).
 BN0300
 BN0300.The modeled gravity was interpolated from observed gravity values.
 BN0300
 BN0300;                    North         East    Units  Estimated Accuracy
 BN0300;SPC TXSC     - 4,248,060.      581,070.      MT  (+/- 180 meters Scaled)
 BN0300
 BN0300                          SUPERSEDED SURVEY CONTROL
 BN0300
 BN0300  NGVD 29 (??/??/92)  505.183  (m)         1657.42   (f) ADJ UNCH    2 0
 BN0300
 BN0300.Superseded values are not recommended for survey control.
 BN0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0300.See file dsdata.txt to determine how the superseded data were derived.
 BN0300
 BN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU810267(NAD 83)
 BN0300_MARKER: DB = BENCH MARK DISK
 BN0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0300_SP_SET: BRIDGE
 BN0300_STAMPING: S 219 1934
 BN0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0300
 BN0300  HISTORY     - Date     Condition        Report By
 BN0300  HISTORY     - 1934     MONUMENTED       CGS
 BN0300  HISTORY     - 1953     GOOD             NGS
 BN0300  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 BN0300
 BN0300                          STATION DESCRIPTION
 BN0300
 BN0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0300'4.05 MI W FROM KERRVILLE.
 BN0300'3.9 MILES WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 BN0300'KERRVILLE, THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD, 12 FEET EAST
 BN0300'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHEAST
 BN0300'WINGWALL OF A 100 FOOT CONCRETE BRIDGE.
 BN0300
 BN0300                          STATION RECOVERY (2004)
 BN0300
 BN0300'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0578 ***********************************************************************
 CD0578  DESIGNATION -  S 22
 CD0578  PID         -  CD0578
 CD0578  STATE/COUNTY-  TX/HUDSPETH
 CD0578  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0578
 CD0578                         *CURRENT SURVEY CONTROL
 CD0578  ___________________________________________________________________
 CD0578* NAD 83(1986)-  31 09 22.     (N)    105 18 49.     (W)     SCALED    
 CD0578* NAVD 88     -      1344.924  (meters)    4412.47   (feet)  ADJUSTED  
 CD0578  ___________________________________________________________________
 CD0578  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0578  DYNAMIC HT  -        1342.774 (meters)    4405.42  (feet)  COMP
 CD0578  MODELED GRAV-     978,995.1   (mgal)                       NAVD 88
 CD0578
 CD0578  VERT ORDER  -  FIRST     CLASS II
 CD0578
 CD0578.The horizontal coordinates were scaled from a topographic map and have
 CD0578.an estimated accuracy of +/- 6 seconds.
 CD0578
 CD0578.The orthometric height was determined by differential leveling
 CD0578.and adjusted by the National Geodetic Survey in June 1991..
 CD0578
 CD0578.The geoid height was determined by GEOID03.
 CD0578
 CD0578.The dynamic height is computed by dividing the NAVD 88
 CD0578.geopotential number by the normal gravity value computed on the
 CD0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0578.degrees latitude (g = 980.6199 gals.).
 CD0578
 CD0578.The modeled gravity was interpolated from observed gravity values.
 CD0578
 CD0578;                    North         East    Units  Estimated Accuracy
 CD0578;SPC TX C     - 3,175,740.      225,350.      MT  (+/- 180 meters Scaled)
 CD0578
 CD0578                          SUPERSEDED SURVEY CONTROL
 CD0578
 CD0578  NGVD 29 (??/??/92) 1344.334  (m)         4410.54   (f) ADJ UNCH    1 2
 CD0578
 CD0578.Superseded values are not recommended for survey control.
 CD0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0578.See file dsdata.txt to determine how the superseded data were derived.
 CD0578
 CD0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ701469(NAD 83)
 CD0578_MARKER: DB = BENCH MARK DISK
 CD0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0578_STAMPING: S 22 1917 ELEV. 4410.614 FT.
 CD0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0578+STABILITY: SURFACE MOTION
 CD0578
 CD0578  HISTORY     - Date     Condition        Report By
 CD0578  HISTORY     - 1917     MONUMENTED       CGS
 CD0578  HISTORY     - 1957     GOOD             NGS
 CD0578  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0578
 CD0578                          STATION DESCRIPTION
 CD0578
 CD0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CD0578'2.95 MI SE FROM SIERRA BLANCA.
 CD0578'ABOUT 2.95 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0578'FROM THE STATION AT SIERRA BLANCA, 134 FEET NORTH-NORTHEAST OF AND
 CD0578'ACROSS THE TRACK FROM MILEPOST 734, 87 FEET NORTH-NORTHEAST OF THE
 CD0578'NEAR RAIL, 10 FEET SOUTH-SOUTHWEST OF A FENCE, 1 1/2 FEET EAST OF A
 CD0578'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 CD0578'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CD0578
 CD0578                          STATION RECOVERY (1981)
 CD0578
 CD0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0349 ***********************************************************************
 BN0349  DESIGNATION -  S 220
 BN0349  PID         -  BN0349
 BN0349  STATE/COUNTY-  TX/KERR
 BN0349  USGS QUAD   -  GARVEN STORE (1963)
 BN0349
 BN0349                         *CURRENT SURVEY CONTROL
 BN0349  ___________________________________________________________________
 BN0349* NAD 83(1986)-  30 06 04.     (N)    099 38 54.     (W)     SCALED    
 BN0349* NAVD 88     -       710.018  (meters)    2329.45   (feet)  ADJUSTED  
 BN0349  ___________________________________________________________________
 BN0349  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BN0349  DYNAMIC HT  -         708.976 (meters)    2326.03  (feet)  COMP
 BN0349  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 BN0349
 BN0349  VERT ORDER  -  SECOND    CLASS 0
 BN0349
 BN0349.The horizontal coordinates were scaled from a topographic map and have
 BN0349.an estimated accuracy of +/- 6 seconds.
 BN0349
 BN0349.The orthometric height was determined by differential leveling
 BN0349.and adjusted by the National Geodetic Survey in June 1991..
 BN0349
 BN0349.The geoid height was determined by GEOID03.
 BN0349
 BN0349.The dynamic height is computed by dividing the NAVD 88
 BN0349.geopotential number by the normal gravity value computed on the
 BN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0349.degrees latitude (g = 980.6199 gals.).
 BN0349
 BN0349.The modeled gravity was interpolated from observed gravity values.
 BN0349
 BN0349;                    North         East    Units  Estimated Accuracy
 BN0349;SPC TXSC     - 4,251,510.      537,510.      MT  (+/- 180 meters Scaled)
 BN0349
 BN0349                          SUPERSEDED SURVEY CONTROL
 BN0349
 BN0349  NGVD 29 (??/??/92)  709.939  (m)         2329.19   (f) ADJ UNCH    2 0
 BN0349
 BN0349.Superseded values are not recommended for survey control.
 BN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0349.See file dsdata.txt to determine how the superseded data were derived.
 BN0349
 BN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU375301(NAD 83)
 BN0349_MARKER: DB = BENCH MARK DISK
 BN0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0349_STAMPING: S 220 1934
 BN0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0349+STABILITY: SURFACE MOTION
 BN0349
 BN0349  HISTORY     - Date     Condition        Report By
 BN0349  HISTORY     - 1934     MONUMENTED       CGS
 BN0349  HISTORY     - 1964     GOOD             USGS
 BN0349
 BN0349                          STATION DESCRIPTION
 BN0349
 BN0349'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BN0349'17.7 MI SW FROM MT HOME.
 BN0349'IN KERR COUNTY, ABOUT 17.7 MILES SW ALONG STATE HIGHWAY 41 FROM
 BN0349'MOUNTAIN HOME, 136 FT. SE OF THE CENTERLINE OF THE HIGHWAY, 10 FT. SW
 BN0349'OF GRAVELED ROAD TO THE OLD D.H. HUGHS RANCH, 2 FT. W OF FENCE.  A
 BN0349'STANDARD TABLET STAMPED S220 1934, SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6325 ***********************************************************************
 AC6325  DESIGNATION -  S 2200175
 AC6325  PID         -  AC6325
 AC6325  STATE/COUNTY-  TX/TARRANT
 AC6325  USGS QUAD   -  EULESS (1981)
 AC6325
 AC6325                         *CURRENT SURVEY CONTROL
 AC6325  ___________________________________________________________________
 AC6325* NAD 83(1986)-  32 45 32.     (N)    097 03 41.     (W)     SCALED    
 AC6325* NAVD 88     -       165.264  (meters)     542.20   (feet)  ADJUSTED  
 AC6325  ___________________________________________________________________
 AC6325  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AC6325  DYNAMIC HT  -         165.073 (meters)     541.58  (feet)  COMP
 AC6325  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 AC6325
 AC6325  VERT ORDER  -  FIRST     CLASS II
 AC6325
 AC6325.The horizontal coordinates were scaled from a topographic map and have
 AC6325.an estimated accuracy of +/- 6 seconds.
 AC6325
 AC6325.The orthometric height was determined by differential leveling
 AC6325.and adjusted by the National Geodetic Survey in July 2002..
 AC6325
 AC6325.The geoid height was determined by GEOID03.
 AC6325
 AC6325.The dynamic height is computed by dividing the NAVD 88
 AC6325.geopotential number by the normal gravity value computed on the
 AC6325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6325.degrees latitude (g = 980.6199 gals.).
 AC6325
 AC6325.The modeled gravity was interpolated from observed gravity values.
 AC6325
 AC6325;                    North         East    Units  Estimated Accuracy
 AC6325;SPC TXNC     - 2,122,040.      734,790.      MT  (+/- 180 meters Scaled)
 AC6325
 AC6325                          SUPERSEDED SURVEY CONTROL
 AC6325
 AC6325.No superseded survey control is available for this station.
 AC6325
 AC6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB816262(NAD 83)
 AC6325_MARKER: DD = SURVEY DISK
 AC6325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6325_STAMPING: S 2200175
 AC6325_MARK LOGO: TXDOT 
 AC6325_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6325+STABILITY: SURFACE MOTION
 AC6325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6325+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1996
 AC6325
 AC6325  HISTORY     - Date     Condition        Report By
 AC6325  HISTORY     - UNK      MONUMENTED       TXDOT
 AC6325  HISTORY     - 19961008 GOOD             NGS
 AC6325  HISTORY     - 20060324 GOOD             GEOCAC
 AC6325
 AC6325                          STATION DESCRIPTION
 AC6325
 AC6325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6325'IN ARLINGTON, AT THE DEPARTMENT OF TRANSPORTATION OFFICE AT SH 360 AT
 AC6325'SH 30, 42.8 M (140.4 FT) NORTHWEST OF THE WEST CORNER OF THE EAST WING
 AC6325'OF THE OFFICE, 1.2 M (3.9 FT) NORTHEAST OF AN ARROW DIRECTION SIGN,
 AC6325'1.1 M (3.6 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A 9 BY 9-FOOT
 AC6325'CONCRETE PAD FOR A DUMPSTER, 0.8 M (2.6 FT) NORTHWEST OF A CURB, AND
 AC6325'0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE MONUMENT IS ON
 AC6325'PROPERTY OWNED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, 910-AN
 AC6325'WATSON ROAD, ARLINGTON, TEXAS 76011-5262, TELEPHONE NUMBER (817)
 AC6325'817-6031.
 AC6325
 AC6325                          STATION RECOVERY (2006)
 AC6325
 AC6325'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC6325'HANDHELD COORDINATES ARE
 AC6325'32 45 33N
 AC6325'97 03 41W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0174 ***********************************************************************
 CB0174  DESIGNATION -  S 222
 CB0174  PID         -  CB0174
 CB0174  STATE/COUNTY-  TX/TOM GREEN
 CB0174  USGS QUAD   -  TWIN BUTTES (1978)
 CB0174
 CB0174                         *CURRENT SURVEY CONTROL
 CB0174  ___________________________________________________________________
 CB0174* NAD 83(1986)-  31 22 39.     (N)    100 31 48.     (W)     SCALED    
 CB0174* NAVD 88     -       576.605  (meters)    1891.74   (feet)  ADJUSTED  
 CB0174  ___________________________________________________________________
 CB0174  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CB0174  DYNAMIC HT  -         575.812 (meters)    1889.14  (feet)  COMP
 CB0174  MODELED GRAV-     979,247.0   (mgal)                       NAVD 88
 CB0174
 CB0174  VERT ORDER  -  SECOND    CLASS 0
 CB0174
 CB0174.The horizontal coordinates were scaled from a topographic map and have
 CB0174.an estimated accuracy of +/- 6 seconds.
 CB0174
 CB0174.The orthometric height was determined by differential leveling
 CB0174.and adjusted by the National Geodetic Survey in June 1991..
 CB0174
 CB0174.The geoid height was determined by GEOID03.
 CB0174
 CB0174.The dynamic height is computed by dividing the NAVD 88
 CB0174.geopotential number by the normal gravity value computed on the
 CB0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0174.degrees latitude (g = 980.6199 gals.).
 CB0174
 CB0174.The modeled gravity was interpolated from observed gravity values.
 CB0174
 CB0174;                    North         East    Units  Estimated Accuracy
 CB0174;SPC TX C     - 3,189,670.      681,290.      MT  (+/- 180 meters Scaled)
 CB0174
 CB0174                          SUPERSEDED SURVEY CONTROL
 CB0174
 CB0174  NGVD 29 (??/??/92)  576.433  (m)         1891.18   (f) ADJ UNCH    2 0
 CB0174
 CB0174.Superseded values are not recommended for survey control.
 CB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0174.See file dsdata.txt to determine how the superseded data were derived.
 CB0174
 CB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV545724(NAD 83)
 CB0174_MARKER: DB = BENCH MARK DISK
 CB0174_SETTING: 66 = SET IN ROCK OUTCROP
 CB0174_SP_SET: LIMESTONE LEDGE
 CB0174_STAMPING: S-222 1934
 CB0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0174+STABILITY: POSITION/ELEVATION WELL
 CB0174
 CB0174  HISTORY     - Date     Condition        Report By
 CB0174  HISTORY     - 1934     MONUMENTED       CGS
 CB0174  HISTORY     - 1940     GOOD             NGS
 CB0174
 CB0174                          STATION DESCRIPTION
 CB0174
 CB0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0174'7.1 MI NE FROM TANKERSLY.
 CB0174'7.1 MILES NE OF AND ALONG THE PANHANDLE AND S. F. R. R. 0.3 MILE SW OF
 CB0174'MILE POST 725.  0.1 SW OF SW END OF R. R. BRIDGE OVER RIVER.  108 FT.
 CB0174'NW OF CENTER OF TRACK AND 58 FT. NW OF R/W FENCE, DISK IS SET IN
 CB0174'PROMINENT HIGH PART OF LIME-STONE LEDGE ON NE SIDE OF SMALL ROCKY
 CB0174'HILL.
 CB0174
 CB0174                          STATION RECOVERY (1940)
 CB0174
 CB0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0021 ***********************************************************************
 BP0021  DESIGNATION -  S 224
 BP0021  PID         -  BP0021
 BP0021  STATE/COUNTY-  TX/PECOS
 BP0021  USGS QUAD   -  INDIAN MESA NE (1969)
 BP0021
 BP0021                         *CURRENT SURVEY CONTROL
 BP0021  ___________________________________________________________________
 BP0021* NAD 83(1986)-  30 54 59.     (N)    102 03 05.     (W)     SCALED    
 BP0021* NAVD 88     -       773.991  (meters)    2539.34   (feet)  ADJUSTED  
 BP0021  ___________________________________________________________________
 BP0021  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 BP0021  DYNAMIC HT  -         772.870 (meters)    2535.66  (feet)  COMP
 BP0021  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 BP0021
 BP0021  VERT ORDER  -  SECOND    CLASS 0
 BP0021
 BP0021.The horizontal coordinates were scaled from a topographic map and have
 BP0021.an estimated accuracy of +/- 6 seconds.
 BP0021
 BP0021.The orthometric height was determined by differential leveling
 BP0021.and adjusted by the National Geodetic Survey in June 1991..
 BP0021
 BP0021.The geoid height was determined by GEOID03.
 BP0021
 BP0021.The dynamic height is computed by dividing the NAVD 88
 BP0021.geopotential number by the normal gravity value computed on the
 BP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0021.degrees latitude (g = 980.6199 gals.).
 BP0021
 BP0021.The modeled gravity was interpolated from observed gravity values.
 BP0021
 BP0021;                    North         East    Units  Estimated Accuracy
 BP0021;SPC TX C     - 3,139,810.      535,800.      MT  (+/- 180 meters Scaled)
 BP0021
 BP0021                          SUPERSEDED SURVEY CONTROL
 BP0021
 BP0021  NGVD 29 (??/??/92)  773.732  (m)         2538.49   (f) ADJ UNCH    2 0
 BP0021
 BP0021.Superseded values are not recommended for survey control.
 BP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0021.See file dsdata.txt to determine how the superseded data were derived.
 BP0021
 BP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ817240(NAD 83)
 BP0021_MARKER: DB = BENCH MARK DISK
 BP0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0021_STAMPING: 2538.486 S 224 1934
 BP0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0021+STABILITY: SURFACE MOTION
 BP0021
 BP0021  HISTORY     - Date     Condition        Report By
 BP0021  HISTORY     - 1934     MONUMENTED       CGS
 BP0021  HISTORY     - 1969     GOOD             USGS
 BP0021
 BP0021                          STATION DESCRIPTION
 BP0021
 BP0021'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 BP0021'11.0 MI NW FROM IRAAN.
 BP0021'10.4 MILES NORTHWEST ALONG STATE HIGHWAY 29 AND FARM ROAD 305 FROM
 BP0021'IRAAN, PECOS COUNTY, 1 MILE NORTHWEST OF THE JUNCTION OF FARM ROAD 305
 BP0021'AND STATE HIGHWAY 29, 750 FEET SOUTHEAST OF THE CENTER OF A CULVERT
 BP0021'UNDER FARM ROAD 305, 52 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 BP0021'ABOUT 2 FOOT NORTHEAST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK,
 BP0021'STAMPED 258.486 S 224 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0139 ***********************************************************************
 FM0139  DESIGNATION -  S 225
 FM0139  PID         -  FM0139
 FM0139  STATE/COUNTY-  TX/HARTLEY
 FM0139  USGS QUAD   -  HARTLEY NE (1963)
 FM0139
 FM0139                         *CURRENT SURVEY CONTROL
 FM0139  ___________________________________________________________________
 FM0139* NAD 83(1986)-  35 52 31.     (N)    102 22 06.     (W)     SCALED    
 FM0139* NAVD 88     -      1190.343  (meters)    3905.32   (feet)  ADJUSTED  
 FM0139  ___________________________________________________________________
 FM0139  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 FM0139  DYNAMIC HT  -        1188.944 (meters)    3900.73  (feet)  COMP
 FM0139  MODELED GRAV-     979,416.7   (mgal)                       NAVD 88
 FM0139
 FM0139  VERT ORDER  -  SECOND    CLASS 0
 FM0139
 FM0139.The horizontal coordinates were scaled from a topographic map and have
 FM0139.an estimated accuracy of +/- 6 seconds.
 FM0139
 FM0139.The orthometric height was determined by differential leveling
 FM0139.and adjusted by the National Geodetic Survey in June 1991..
 FM0139
 FM0139.The geoid height was determined by GEOID03.
 FM0139
 FM0139.The dynamic height is computed by dividing the NAVD 88
 FM0139.geopotential number by the normal gravity value computed on the
 FM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0139.degrees latitude (g = 980.6199 gals.).
 FM0139
 FM0139.The modeled gravity was interpolated from observed gravity values.
 FM0139
 FM0139;                    North         East    Units  Estimated Accuracy
 FM0139;SPC TX N     - 1,208,390.      121,590.      MT  (+/- 180 meters Scaled)
 FM0139
 FM0139                          SUPERSEDED SURVEY CONTROL
 FM0139
 FM0139  NGVD 29 (??/??/92) 1189.772  (m)         3903.44   (f) ADJ UNCH    2 0
 FM0139
 FM0139.Superseded values are not recommended for survey control.
 FM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0139.See file dsdata.txt to determine how the superseded data were derived.
 FM0139
 FM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV375733(NAD 83)
 FM0139_MARKER: DB = BENCH MARK DISK
 FM0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0139_STAMPING: S 225 1934
 FM0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0139+STABILITY: SURFACE MOTION
 FM0139
 FM0139  HISTORY     - Date     Condition        Report By
 FM0139  HISTORY     - 1934     MONUMENTED       CGS
 FM0139  HISTORY     - 1952     GOOD             NGS
 FM0139
 FM0139                          STATION DESCRIPTION
 FM0139
 FM0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0139'2.1 MI SE FROM HARTLEY.
 FM0139'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 FM0139'HARTLEY, 0.3 MILE SOUTHEAST OF A CURVE IN THE HIGHWAY, 310 FEET
 FM0139'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 261 FEET NORTHEAST OF A
 FM0139'FENCE, 45 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY.  2
 FM0139'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FM0139'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0081 ***********************************************************************
 CC0081  DESIGNATION -  S 226
 CC0081  PID         -  CC0081
 CC0081  STATE/COUNTY-  TX/ECTOR
 CC0081  USGS QUAD   -  SOUTH COWDEN RANCH (1981)
 CC0081
 CC0081                         *CURRENT SURVEY CONTROL
 CC0081  ___________________________________________________________________
 CC0081* NAD 83(1986)-  31 41 43.     (N)    102 20 35.     (W)     SCALED    
 CC0081* NAVD 88     -       895.122  (meters)    2936.75   (feet)  ADJUSTED  
 CC0081  ___________________________________________________________________
 CC0081  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CC0081  DYNAMIC HT  -         893.844 (meters)    2932.55  (feet)  COMP
 CC0081  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 CC0081
 CC0081  VERT ORDER  -  SECOND    CLASS 0
 CC0081
 CC0081.The horizontal coordinates were scaled from a topographic map and have
 CC0081.an estimated accuracy of +/- 6 seconds.
 CC0081
 CC0081.The orthometric height was determined by differential leveling
 CC0081.and adjusted by the National Geodetic Survey in June 1991..
 CC0081
 CC0081.The geoid height was determined by GEOID03.
 CC0081
 CC0081.The dynamic height is computed by dividing the NAVD 88
 CC0081.geopotential number by the normal gravity value computed on the
 CC0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0081.degrees latitude (g = 980.6199 gals.).
 CC0081
 CC0081.The modeled gravity was interpolated from observed gravity values.
 CC0081
 CC0081;                    North         East    Units  Estimated Accuracy
 CC0081;SPC TX C     - 3,226,610.      509,490.      MT  (+/- 180 meters Scaled)
 CC0081
 CC0081                          SUPERSEDED SURVEY CONTROL
 CC0081
 CC0081  NGVD 29 (??/??/92)  894.739  (m)         2935.49   (f) ADJ UNCH    2 0
 CC0081
 CC0081.Superseded values are not recommended for survey control.
 CC0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0081.See file dsdata.txt to determine how the superseded data were derived.
 CC0081
 CC0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR518097(NAD 83)
 CC0081_MARKER: DB = BENCH MARK DISK
 CC0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0081_STAMPING: S-226 1934
 CC0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0081+STABILITY: SURFACE MOTION
 CC0081
 CC0081  HISTORY     - Date     Condition        Report By
 CC0081  HISTORY     - 1934     MONUMENTED       CGS
 CC0081  HISTORY     - 1963     GOOD             TXHD
 CC0081
 CC0081                          STATION DESCRIPTION
 CC0081
 CC0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0081'11.5 MI S FROM ODESSA.
 CC0081'11.5 MILES S OF AND ALONG STATE HWY NO. 137 65 FT. E OF CENTER OF
 CC0081'HIGHWAY.  35 YARDS S OF CATTLE GUARD FENCE CORNER OF RANCH ROAD.
 CC0081
 CC0081                          STATION RECOVERY (1963)
 CC0081
 CC0081'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1963
 CC0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0512 ***********************************************************************
 FL0512  DESIGNATION -  S 227
 FL0512  PID         -  FL0512
 FL0512  STATE/COUNTY-  TX/GRAY
 FL0512  USGS QUAD   -  LEFORS (1967)
 FL0512
 FL0512                         *CURRENT SURVEY CONTROL
 FL0512  ___________________________________________________________________
 FL0512* NAD 83(1986)-  35 28 57.     (N)    100 50 44.     (W)     SCALED    
 FL0512* NAVD 88     -       912.341  (meters)    2993.24   (feet)  ADJUSTED  
 FL0512  ___________________________________________________________________
 FL0512  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FL0512  DYNAMIC HT  -         911.351 (meters)    2989.99  (feet)  COMP
 FL0512  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 FL0512
 FL0512  VERT ORDER  -  SECOND    CLASS 0
 FL0512
 FL0512.The horizontal coordinates were scaled from a topographic map and have
 FL0512.an estimated accuracy of +/- 6 seconds.
 FL0512
 FL0512.The orthometric height was determined by differential leveling
 FL0512.and adjusted by the National Geodetic Survey in June 1991..
 FL0512
 FL0512.The geoid height was determined by GEOID03.
 FL0512
 FL0512.The dynamic height is computed by dividing the NAVD 88
 FL0512.geopotential number by the normal gravity value computed on the
 FL0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0512.degrees latitude (g = 980.6199 gals.).
 FL0512
 FL0512.The modeled gravity was interpolated from observed gravity values.
 FL0512
 FL0512;                    North         East    Units  Estimated Accuracy
 FL0512;SPC TX N     - 1,164,660.      259,390.      MT  (+/- 180 meters Scaled)
 FL0512
 FL0512                          SUPERSEDED SURVEY CONTROL
 FL0512
 FL0512  NGVD 29 (??/??/92)  911.955  (m)         2991.97   (f) ADJ UNCH    2 0
 FL0512
 FL0512.Superseded values are not recommended for survey control.
 FL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0512.See file dsdata.txt to determine how the superseded data were derived.
 FL0512
 FL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE325281(NAD 83)
 FL0512_MARKER: DB = BENCH MARK DISK
 FL0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0512_STAMPING: S-227 1934
 FL0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0512+STABILITY: SURFACE MOTION
 FL0512
 FL0512  HISTORY     - Date     Condition        Report By
 FL0512  HISTORY     - 1934     MONUMENTED       CGS
 FL0512  HISTORY     - 1943     GOOD             NGS
 FL0512
 FL0512                          STATION DESCRIPTION
 FL0512
 FL0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0512'4.0 MI NW FROM LEFORS.
 FL0512'4.0 MILES NW OF AND ALONG THE F. W. AND D. R. R. 0.1 MILE SE OF MILE
 FL0512'POST N-322.  52 FT. SW OF CENTER OF TRACKS.  NOTE-- BM IS 76.9 FT. SW
 FL0512'OF THE TRACK NOT 52 FT. BM IS 2 FT. SW OF ROW FENCE.
 FL0512
 FL0512                          STATION RECOVERY (1943)
 FL0512
 FL0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0799 ***********************************************************************
 FL0799  DESIGNATION -  S 228
 FL0799  PID         -  FL0799
 FL0799  STATE/COUNTY-  TX/HUTCHINSON
 FL0799  USGS QUAD   -  BORGER (1978)
 FL0799
 FL0799                         *CURRENT SURVEY CONTROL
 FL0799  ___________________________________________________________________
 FL0799* NAD 83(1986)-  35 40 03.     (N)    101 23 10.     (W)     SCALED    
 FL0799* NAVD 88     -       946.449  (meters)    3105.14   (feet)  ADJUSTED  
 FL0799  ___________________________________________________________________
 FL0799  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 FL0799  DYNAMIC HT  -         945.380 (meters)    3101.63  (feet)  COMP
 FL0799  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 FL0799
 FL0799  VERT ORDER  -  SECOND    CLASS 0
 FL0799
 FL0799.The horizontal coordinates were scaled from a topographic map and have
 FL0799.an estimated accuracy of +/- 6 seconds.
 FL0799
 FL0799.The orthometric height was determined by differential leveling
 FL0799.and adjusted by the National Geodetic Survey in June 1991..
 FL0799
 FL0799.The geoid height was determined by GEOID03.
 FL0799
 FL0799.The dynamic height is computed by dividing the NAVD 88
 FL0799.geopotential number by the normal gravity value computed on the
 FL0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0799.degrees latitude (g = 980.6199 gals.).
 FL0799
 FL0799.The modeled gravity was interpolated from observed gravity values.
 FL0799
 FL0799;                    North         East    Units  Estimated Accuracy
 FL0799;SPC TX N     - 1,184,990.      210,310.      MT  (+/- 180 meters Scaled)
 FL0799
 FL0799                          SUPERSEDED SURVEY CONTROL
 FL0799
 FL0799  NGVD 29 (??/??/92)  945.991  (m)         3103.64   (f) ADJ UNCH    2 0
 FL0799
 FL0799.Superseded values are not recommended for survey control.
 FL0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0799.See file dsdata.txt to determine how the superseded data were derived.
 FL0799
 FL0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE840496(NAD 83)
 FL0799_MARKER: DB = BENCH MARK DISK
 FL0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0799_STAMPING: S-228 1934
 FL0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0799+STABILITY: SURFACE MOTION
 FL0799
 FL0799  HISTORY     - Date     Condition        Report By
 FL0799  HISTORY     - 1934     MONUMENTED       CGS
 FL0799  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0799
 FL0799                          STATION DESCRIPTION
 FL0799
 FL0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0799'0.6 MI E FROM BORGER.
 FL0799'0.6 MILES E OF AND ALONG THE OIL FIELD HWY NO. 41.  MARK IS NEAR TWO
 FL0799'HORIZONTAL STORAGE TANKS UNDER A SHED SURROUNDED BY A WIRE NET FENCE
 FL0799'ENCLOSURE.  190 FT. S OF CENTER OF THE HIGHWAY.  19 FT. S OF NE CORNER
 FL0799'OF FENCE AND 2 FT. E OF FENCE.
 FL0799
 FL0799                          STATION RECOVERY (1953)
 FL0799
 FL0799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0260 ***********************************************************************
 BQ0260  DESIGNATION -  S 23
 BQ0260  PID         -  BQ0260
 BQ0260  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0260  USGS QUAD   -  CHISPA (1972)
 BQ0260
 BQ0260                         *CURRENT SURVEY CONTROL
 BQ0260  ___________________________________________________________________
 BQ0260* NAD 83(1986)-  30 44 42.     (N)    104 41 48.     (W)     SCALED    
 BQ0260* NAVD 88     -      1246.494  (meters)    4089.54   (feet)  ADJUSTED  
 BQ0260  ___________________________________________________________________
 BQ0260  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BQ0260  DYNAMIC HT  -        1244.494 (meters)    4082.98  (feet)  COMP
 BQ0260  MODELED GRAV-     978,993.2   (mgal)                       NAVD 88
 BQ0260
 BQ0260  VERT ORDER  -  FIRST     CLASS II
 BQ0260
 BQ0260.The horizontal coordinates were scaled from a topographic map and have
 BQ0260.an estimated accuracy of +/- 6 seconds.
 BQ0260
 BQ0260.The orthometric height was determined by differential leveling
 BQ0260.and adjusted by the National Geodetic Survey in June 1991..
 BQ0260
 BQ0260.The geoid height was determined by GEOID03.
 BQ0260
 BQ0260.The dynamic height is computed by dividing the NAVD 88
 BQ0260.geopotential number by the normal gravity value computed on the
 BQ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0260.degrees latitude (g = 980.6199 gals.).
 BQ0260
 BQ0260.The modeled gravity was interpolated from observed gravity values.
 BQ0260
 BQ0260;                    North         East    Units  Estimated Accuracy
 BQ0260;SPC TX C     - 3,127,730.      282,330.      MT  (+/- 180 meters Scaled)
 BQ0260
 BQ0260                          SUPERSEDED SURVEY CONTROL
 BQ0260
 BQ0260  NGVD 29 (??/??/92) 1245.959  (m)         4087.78   (f) ADJ UNCH    1 2
 BQ0260
 BQ0260.Superseded values are not recommended for survey control.
 BQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0260.See file dsdata.txt to determine how the superseded data were derived.
 BQ0260
 BQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ290013(NAD 83)
 BQ0260_MARKER: DB = BENCH MARK DISK
 BQ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0260_STAMPING: S 23 1917 ELEV. 4087.987 FT.
 BQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0260+STABILITY: SURFACE MOTION
 BQ0260
 BQ0260  HISTORY     - Date     Condition        Report By
 BQ0260  HISTORY     - 1917     MONUMENTED       CGS
 BQ0260  HISTORY     - 1957     GOOD             NGS
 BQ0260  HISTORY     - 1971     MARK NOT FOUND   USGS
 BQ0260  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0260  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0260
 BQ0260                          STATION DESCRIPTION
 BQ0260
 BQ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0260'11.6 MI SE FROM LOBO.
 BQ0260'ABOUT 11.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0260'FROM THE COUNTY ROAD CROSSING AT LOBO, 158 FEET NORTHEAST OF AND
 BQ0260'ACROSS THE TRACK FROM MILEPOST 684, 58 FEET NORTHEAST OF THE NORTHEAST
 BQ0260'RAIL OF THE MAIN TRACK, 158 FEET NORTHEAST OF AND ACROSS THE TRACK
 BQ0260'FROM A SWITCH STAND,1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 BQ0260'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BQ0260'CONCRETE POST PROJECTING 1 FOOT.
 BQ0260
 BQ0260                          STATION RECOVERY (1971)
 BQ0260
 BQ0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BQ0260'MARK NOT FOUND.
 BQ0260
 BQ0260                          STATION RECOVERY (1981)
 BQ0260
 BQ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0260'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 BQ0260
 BQ0260                          STATION RECOVERY (1996)
 BQ0260
 BQ0260'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0380 ***********************************************************************
 FL0380  DESIGNATION -  S 230
 FL0380  PID         -  FL0380
 FL0380  STATE/COUNTY-  TX/DONLEY
 FL0380  USGS QUAD   -  JERICHO (1964)
 FL0380
 FL0380                         *CURRENT SURVEY CONTROL
 FL0380  ___________________________________________________________________
 FL0380* NAD 83(1986)-  35 10 45.     (N)    100 58 29.     (W)     SCALED    
 FL0380* NAVD 88     -       978.037  (meters)    3208.78   (feet)  ADJUSTED  
 FL0380  ___________________________________________________________________
 FL0380  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0380  DYNAMIC HT  -         976.912 (meters)    3205.09  (feet)  COMP
 FL0380  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 FL0380
 FL0380  VERT ORDER  -  FIRST     CLASS II
 FL0380
 FL0380.The horizontal coordinates were scaled from a topographic map and have
 FL0380.an estimated accuracy of +/- 6 seconds.
 FL0380
 FL0380.The orthometric height was determined by differential leveling
 FL0380.and adjusted by the National Geodetic Survey in June 1991..
 FL0380.WARNING-Repeat measurements at this control monument indicate possible
 FL0380.vertical movement.
 FL0380
 FL0380.The geoid height was determined by GEOID03.
 FL0380
 FL0380.The dynamic height is computed by dividing the NAVD 88
 FL0380.geopotential number by the normal gravity value computed on the
 FL0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0380.degrees latitude (g = 980.6199 gals.).
 FL0380
 FL0380.The modeled gravity was interpolated from observed gravity values.
 FL0380
 FL0380;                    North         East    Units  Estimated Accuracy
 FL0380;SPC TX N     - 1,130,940.      247,840.      MT  (+/- 180 meters Scaled)
 FL0380
 FL0380                          SUPERSEDED SURVEY CONTROL
 FL0380
 FL0380  NGVD 29 (??/??/92)  977.530  (m)         3207.11   (f) ADJ UNCH    1 2
 FL0380
 FL0380.Superseded values are not recommended for survey control.
 FL0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0380.See file dsdata.txt to determine how the superseded data were derived.
 FL0380
 FL0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD201946(NAD 83)
 FL0380_MARKER: DB = BENCH MARK DISK
 FL0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0380_SP_SET: CONCRETE POST
 FL0380_STAMPING: S 230 1934
 FL0380_MARK LOGO: CGS   
 FL0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0380+STABILITY: SURFACE MOTION
 FL0380
 FL0380  HISTORY     - Date     Condition        Report By
 FL0380  HISTORY     - 1934     MONUMENTED       CGS
 FL0380  HISTORY     - 1943     GOOD             NGS
 FL0380  HISTORY     - 1984     GOOD             NGS
 FL0380
 FL0380                          STATION DESCRIPTION
 FL0380
 FL0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0380'3.6 MI W FROM JERICHO.
 FL0380'3.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0380'FROM THE STATION AT JERICHO, DONLEY COUNTY, ABOUT 225 YARDS WEST OF
 FL0380'POLE 711/20, AT A DIRT-ROAD CROSSING, 44 FEET WEST OF THE ROAD, 42
 FL0380'FEET NORTH OF THE NORTH RAIL, AND 6 FEET SOUTH OF THE RIGHT-OF-WAY
 FL0380'FENCE.  A STANDARD DISK, STAMPED S 230 1934 AND SET IN THE TOP OF A
 FL0380'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FL0380
 FL0380                          STATION RECOVERY (1984)
 FL0380
 FL0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0380'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 FL0380'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0380'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 6.5 KM (4.05 MI)
 FL0380'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.  ADD=1.2
 FL0380'M (3.9 FT) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0810 ***********************************************************************
 DN0810  DESIGNATION -  S 231
 DN0810  PID         -  DN0810
 DN0810  STATE/COUNTY-  TX/MONTAGUE
 DN0810  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0810
 DN0810                         *CURRENT SURVEY CONTROL
 DN0810  ___________________________________________________________________
 DN0810* NAD 83(1986)-  33 36 22.     (N)    097 53 08.     (W)     SCALED    
 DN0810* NAVD 88     -       300.335  (meters)     985.35   (feet)  ADJUSTED  
 DN0810  ___________________________________________________________________
 DN0810  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DN0810  DYNAMIC HT  -         300.004 (meters)     984.26  (feet)  COMP
 DN0810  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 DN0810
 DN0810  VERT ORDER  -  FIRST     CLASS II
 DN0810
 DN0810.The horizontal coordinates were scaled from a topographic map and have
 DN0810.an estimated accuracy of +/- 6 seconds.
 DN0810
 DN0810.The orthometric height was determined by differential leveling
 DN0810.and adjusted by the National Geodetic Survey in June 1991..
 DN0810
 DN0810.The geoid height was determined by GEOID03.
 DN0810
 DN0810.The dynamic height is computed by dividing the NAVD 88
 DN0810.geopotential number by the normal gravity value computed on the
 DN0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0810.degrees latitude (g = 980.6199 gals.).
 DN0810
 DN0810.The modeled gravity was interpolated from observed gravity values.
 DN0810
 DN0810;                    North         East    Units  Estimated Accuracy
 DN0810;SPC TXNC     - 2,215,240.      657,020.      MT  (+/- 180 meters Scaled)
 DN0810
 DN0810                          SUPERSEDED SURVEY CONTROL
 DN0810
 DN0810  NGVD 29 (??/??/92)  300.229  (m)          985.00   (f) ADJ UNCH    1 2
 DN0810
 DN0810.Superseded values are not recommended for survey control.
 DN0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0810.See file dsdata.txt to determine how the superseded data were derived.
 DN0810
 DN0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC033190(NAD 83)
 DN0810_MARKER: DB = BENCH MARK DISK
 DN0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0810_STAMPING: S 231 1952
 DN0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0810+STABILITY: SURFACE MOTION
 DN0810
 DN0810  HISTORY     - Date     Condition        Report By
 DN0810  HISTORY     - 1952     MONUMENTED       CGS
 DN0810  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0810  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0810
 DN0810                          STATION DESCRIPTION
 DN0810
 DN0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0810'3.8 MI N FROM BOWIE.
 DN0810'3.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0810'FROM THE STATION AT BOWIE, AT A ROAD CROSSING, 2 POLES SOUTH OF
 DN0810'MILEPOST 540, 44.7 FEET WEST OF THE WEST RAIL, 38 FEET SOUTH OF THE
 DN0810'CENTER LINE OF AN EAST AND WEST ROAD, 8 FEET WEST OF THE 2ND POLE
 DN0810'SOUTH OF MILEPOST 540, 3.3 FEET EAST OF A FENCE, 3 FEET NORTH OF A
 DN0810'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 DN0810'FOOT ABOVE THE GROUND.
 DN0810
 DN0810                          STATION RECOVERY (1984)
 DN0810
 DN0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0810'MARK NOT FOUND.
 DN0810
 DN0810                          STATION RECOVERY (1986)
 DN0810
 DN0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1075 ***********************************************************************
 BY1075  DESIGNATION -  S 232
 BY1075  PID         -  BY1075
 BY1075  STATE/COUNTY-  TX/NACOGDOCHES
 BY1075  USGS QUAD   -  CUSHING (1973)
 BY1075
 BY1075                         *CURRENT SURVEY CONTROL
 BY1075  ___________________________________________________________________
 BY1075* NAD 83(1986)-  31 48 43.     (N)    094 49 11.     (W)     SCALED    
 BY1075* NAVD 88     -       113.318  (meters)     371.78   (feet)  ADJUSTED  
 BY1075  ___________________________________________________________________
 BY1075  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY1075  DYNAMIC HT  -         113.181 (meters)     371.33  (feet)  COMP
 BY1075  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 BY1075
 BY1075  VERT ORDER  -  FIRST     CLASS II
 BY1075
 BY1075.The horizontal coordinates were scaled from a topographic map and have
 BY1075.an estimated accuracy of +/- 6 seconds.
 BY1075
 BY1075.The orthometric height was determined by differential leveling
 BY1075.and adjusted by the National Geodetic Survey in June 1991..
 BY1075
 BY1075.The geoid height was determined by GEOID03.
 BY1075
 BY1075.The dynamic height is computed by dividing the NAVD 88
 BY1075.geopotential number by the normal gravity value computed on the
 BY1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1075.degrees latitude (g = 980.6199 gals.).
 BY1075
 BY1075.The modeled gravity was interpolated from observed gravity values.
 BY1075
 BY1075;                    North         East    Units  Estimated Accuracy
 BY1075;SPC TX C     - 3,250,760.    1,221,840.      MT  (+/- 180 meters Scaled)
 BY1075
 BY1075                          SUPERSEDED SURVEY CONTROL
 BY1075
 BY1075  NGVD 29 (??/??/92)  113.350  (m)          371.88   (f) ADJ UNCH    1 2
 BY1075
 BY1075.Superseded values are not recommended for survey control.
 BY1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1075.See file dsdata.txt to determine how the superseded data were derived.
 BY1075
 BY1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR277210(NAD 83)
 BY1075_MARKER: DB = BENCH MARK DISK
 BY1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1075_STAMPING: S 232 1952
 BY1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1075+STABILITY: SURFACE MOTION
 BY1075
 BY1075  HISTORY     - Date     Condition        Report By
 BY1075  HISTORY     - 1952     MONUMENTED       CGS
 BY1075  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1075  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1075
 BY1075                          STATION DESCRIPTION
 BY1075
 BY1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1075'1.15 MI E FROM CUSHING.
 BY1075'1.15 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1075'STATION AT CUSHING, 6 POLES EAST OF MILEPOST 171, 46 FEET NORTH OF THE
 BY1075'NORTH RAIL, 53 FEET EAST OF A TELEGRAPH POLE, 2 FEET SOUTH OF A
 BY1075'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BY1075'FOOT ABOVE THE GROUND.
 BY1075
 BY1075                          STATION RECOVERY (1979)
 BY1075
 BY1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1075'MARK NOT FOUND.
 BY1075
 BY1075                          STATION RECOVERY (1998)
 BY1075
 BY1075'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0526 ***********************************************************************
 DN0526  DESIGNATION -  S 233
 DN0526  PID         -  DN0526
 DN0526  STATE/COUNTY-  TX/GRAYSON
 DN0526  USGS QUAD   -  DENISON DAM (1973)
 DN0526
 DN0526                         *CURRENT SURVEY CONTROL
 DN0526  ___________________________________________________________________
 DN0526* NAD 83(1986)-  33 45 17.     (N)    096 31 12.     (W)     SCALED    
 DN0526* NAVD 88     -       197.023  (meters)     646.40   (feet)  ADJUSTED  
 DN0526  ___________________________________________________________________
 DN0526  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DN0526  DYNAMIC HT  -         196.812 (meters)     645.71  (feet)  COMP
 DN0526  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 DN0526
 DN0526  VERT ORDER  -  SECOND    CLASS 0
 DN0526
 DN0526.The horizontal coordinates were scaled from a topographic map and have
 DN0526.an estimated accuracy of +/- 6 seconds.
 DN0526
 DN0526.The orthometric height was determined by differential leveling
 DN0526.and adjusted by the National Geodetic Survey in June 1991..
 DN0526
 DN0526.The geoid height was determined by GEOID03.
 DN0526
 DN0526.The dynamic height is computed by dividing the NAVD 88
 DN0526.geopotential number by the normal gravity value computed on the
 DN0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0526.degrees latitude (g = 980.6199 gals.).
 DN0526
 DN0526.The modeled gravity was interpolated from observed gravity values.
 DN0526
 DN0526;                    North         East    Units  Estimated Accuracy
 DN0526;SPC TXNC     - 2,233,280.      783,430.      MT  (+/- 180 meters Scaled)
 DN0526
 DN0526                          SUPERSEDED SURVEY CONTROL
 DN0526
 DN0526  NGVD 29 (??/??/92)  196.996  (m)          646.31   (f) ADJ UNCH    2 0
 DN0526
 DN0526.Superseded values are not recommended for survey control.
 DN0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0526.See file dsdata.txt to determine how the superseded data were derived.
 DN0526
 DN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC297377(NAD 83)
 DN0526_MARKER: DB = BENCH MARK DISK
 DN0526_SETTING: 80 = SET IN A BOULDER
 DN0526_SP_SET: BOULDER
 DN0526_STAMPING: S 233 1952
 DN0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0526+STABILITY: SURFACE MOTION
 DN0526
 DN0526  HISTORY     - Date     Condition        Report By
 DN0526  HISTORY     - 1952     MONUMENTED       CGS
 DN0526  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0526
 DN0526                          STATION DESCRIPTION
 DN0526
 DN0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0526'0.8 MI E FROM DENISON.
 DN0526'0.8 MILE EAST ALONG FARM ROAD 120 FROM THE UNION STATION AT DENISON,
 DN0526'57 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 18 FEET WEST OF THE
 DN0526'CENTER LINE OF A TRACK ROAD LEADING NORTHEAST, 8 FEET NORTH OF A
 DN0526'FENCE, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF A 6X30
 DN0526'FOOT LIMESTONE BOULDER.
 DN0526
 DN0526                          STATION RECOVERY (1999)
 DN0526
 DN0526'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0428 ***********************************************************************
 FM0428  DESIGNATION -  S 234
 FM0428  PID         -  FM0428
 FM0428  STATE/COUNTY-  TX/HARTLEY
 FM0428  USGS QUAD   -  KING (1973)
 FM0428
 FM0428                         *CURRENT SURVEY CONTROL
 FM0428  ___________________________________________________________________
 FM0428* NAD 83(1986)-  35 54 34.     (N)    102 42 51.     (W)     SCALED    
 FM0428* NAVD 88     -      1231.003  (meters)    4038.72   (feet)  ADJUSTED  
 FM0428  ___________________________________________________________________
 FM0428  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 FM0428  DYNAMIC HT  -        1229.551 (meters)    4033.95  (feet)  COMP
 FM0428  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 FM0428
 FM0428  VERT ORDER  -  FIRST     CLASS II
 FM0428
 FM0428.The horizontal coordinates were scaled from a topographic map and have
 FM0428.an estimated accuracy of +/- 6 seconds.
 FM0428
 FM0428.The orthometric height was determined by differential leveling
 FM0428.and adjusted by the National Geodetic Survey in June 1991..
 FM0428
 FM0428.The geoid height was determined by GEOID03.
 FM0428
 FM0428.The dynamic height is computed by dividing the NAVD 88
 FM0428.geopotential number by the normal gravity value computed on the
 FM0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0428.degrees latitude (g = 980.6199 gals.).
 FM0428
 FM0428.The modeled gravity was interpolated from observed gravity values.
 FM0428
 FM0428;                    North         East    Units  Estimated Accuracy
 FM0428;SPC TX N     - 1,212,500.       90,410.      MT  (+/- 180 meters Scaled)
 FM0428
 FM0428                          SUPERSEDED SURVEY CONTROL
 FM0428
 FM0428  NGVD 29 (??/??/92) 1230.445  (m)         4036.89   (f) ADJ UNCH    1 2
 FM0428
 FM0428.Superseded values are not recommended for survey control.
 FM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0428.See file dsdata.txt to determine how the superseded data were derived.
 FM0428
 FM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV062763(NAD 83)
 FM0428_MARKER: DB = BENCH MARK DISK
 FM0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0428_STAMPING: S 234 1933
 FM0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0428+STABILITY: SURFACE MOTION
 FM0428
 FM0428  HISTORY     - Date     Condition        Report By
 FM0428  HISTORY     - 1933     MONUMENTED       CGS
 FM0428
 FM0428                          STATION DESCRIPTION
 FM0428
 FM0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0428'5.9 MI NE FROM MIDDLEWATER.
 FM0428'5.9 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. AT
 FM0428'KING, 26 POLES SOUTH WEST OF MILE POLE NO. 560.  SET IN POST, 100 FEET
 FM0428'SOUTH EAST OF THE CENTER LINE OF THE TRACKS AND 2 FEET NORTH WEST OF
 FM0428'THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0237 ***********************************************************************
 FM0237  DESIGNATION -  S 236
 FM0237  PID         -  FM0237
 FM0237  STATE/COUNTY-  TX/POTTER
 FM0237  USGS QUAD   -  BODEN (1966)
 FM0237
 FM0237                         *CURRENT SURVEY CONTROL
 FM0237  ___________________________________________________________________
 FM0237* NAD 83(1986)-  35 26 11.     (N)    102 04 54.     (W)     SCALED    
 FM0237* NAVD 88     -       962.102  (meters)    3156.50   (feet)  ADJUSTED  
 FM0237  ___________________________________________________________________
 FM0237  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FM0237  DYNAMIC HT  -         960.974 (meters)    3152.80  (feet)  COMP
 FM0237  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 FM0237
 FM0237  VERT ORDER  -  FIRST     CLASS II
 FM0237
 FM0237.The horizontal coordinates were scaled from a topographic map and have
 FM0237.an estimated accuracy of +/- 6 seconds.
 FM0237
 FM0237.The orthometric height was determined by differential leveling
 FM0237.and adjusted by the National Geodetic Survey in June 1991..
 FM0237
 FM0237.The geoid height was determined by GEOID03.
 FM0237
 FM0237.The dynamic height is computed by dividing the NAVD 88
 FM0237.geopotential number by the normal gravity value computed on the
 FM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0237.degrees latitude (g = 980.6199 gals.).
 FM0237
 FM0237.The modeled gravity was interpolated from observed gravity values.
 FM0237
 FM0237;                    North         East    Units  Estimated Accuracy
 FM0237;SPC TX N     - 1,159,500.      147,190.      MT  (+/- 180 meters Scaled)
 FM0237
 FM0237                          SUPERSEDED SURVEY CONTROL
 FM0237
 FM0237  NGVD 29 (??/??/92)  961.641  (m)         3154.98   (f) ADJ UNCH    1 2
 FM0237
 FM0237.Superseded values are not recommended for survey control.
 FM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0237.See file dsdata.txt to determine how the superseded data were derived.
 FM0237
 FM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV649253(NAD 83)
 FM0237_MARKER: DB = BENCH MARK DISK
 FM0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0237_SP_SET: ABUTMENT
 FM0237_STAMPING: S-236 1933
 FM0237_MARK LOGO: CGS   
 FM0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0237
 FM0237  HISTORY     - Date     Condition        Report By
 FM0237  HISTORY     - 1933     MONUMENTED       CGS
 FM0237  HISTORY     - 1985     GOOD             NGS
 FM0237
 FM0237                          STATION DESCRIPTION
 FM0237
 FM0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0237'2.8 MI NW FROM BODEN.
 FM0237'2.8 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0237'CITY RAILROAD.  AT 60 FEET CONCRETE DECK BRIDGE NO. 360-66.  15 POLES
 FM0237'SOUTH EAST OF MILE POLE NO. 361.  SET IN WEST END OF SOUTH ABUTMENT,
 FM0237'10 FEET WEST OF THE CENTERLINE OF THE TRACKS.
 FM0237
 FM0237                          STATION RECOVERY (1985)
 FM0237
 FM0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0237'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  35.6 KM (22.1
 FM0237'MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION WITH U.S.
 FM0237'HIGHWAY 66 IN AMARILLO, THENCE 0.9 KM (0.55 MI) NORTHEAST ALONG A DIRT
 FM0237'ROAD, THENCE 1.5 KM (0.95 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN
 FM0237'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0029 ***********************************************************************
 GL0029  DESIGNATION -  S 237
 GL0029  PID         -  GL0029
 GL0029  STATE/COUNTY-  TX/DALLAM
 GL0029  USGS QUAD   -  WILCO NE (1965)
 GL0029
 GL0029                         *CURRENT SURVEY CONTROL
 GL0029  ___________________________________________________________________
 GL0029* NAD 83(1986)-  36 11 27.     (N)    102 18 46.     (W)     SCALED    
 GL0029* NAVD 88     -      1181.442  (meters)    3876.11   (feet)  ADJUSTED  
 GL0029  ___________________________________________________________________
 GL0029  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 GL0029  DYNAMIC HT  -        1180.100 (meters)    3871.71  (feet)  COMP
 GL0029  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 GL0029
 GL0029  VERT ORDER  -  FIRST     CLASS II
 GL0029
 GL0029.The horizontal coordinates were scaled from a topographic map and have
 GL0029.an estimated accuracy of +/- 6 seconds.
 GL0029
 GL0029.The orthometric height was determined by differential leveling
 GL0029.and adjusted by the National Geodetic Survey in June 1991..
 GL0029
 GL0029.The geoid height was determined by GEOID03.
 GL0029
 GL0029.The dynamic height is computed by dividing the NAVD 88
 GL0029.geopotential number by the normal gravity value computed on the
 GL0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0029.degrees latitude (g = 980.6199 gals.).
 GL0029
 GL0029.The modeled gravity was interpolated from observed gravity values.
 GL0029
 GL0029;                    North         East    Units  Estimated Accuracy
 GL0029;SPC TX N     - 1,243,350.      126,900.      MT  (+/- 180 meters Scaled)
 GL0029
 GL0029                          SUPERSEDED SURVEY CONTROL
 GL0029
 GL0029.No superseded survey control is available for this station.
 GL0029
 GL0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA416084(NAD 83)
 GL0029_MARKER: DB = BENCH MARK DISK
 GL0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0029_STAMPING: S-237, 1933
 GL0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0029+STABILITY: SURFACE MOTION
 GL0029
 GL0029  HISTORY     - Date     Condition        Report By
 GL0029  HISTORY     - 1933     MONUMENTED       CGS
 GL0029  HISTORY     - 1962     MARK NOT FOUND   USGS
 GL0029
 GL0029                          STATION DESCRIPTION
 GL0029
 GL0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0029'5.1 MI SW FROM CONLEN.
 GL0029'5.1 MILES SOUTH WEST OF CONLEN DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0029'AT ROAD CROSSING, 3 POLES SOUTH WEST OF MILE POLE NO. 531.  7 POLES
 GL0029'SOUTH OF IRWIN AND 6 FEET NORTH EAST OF POLE.
 GL0029
 GL0029                          STATION RECOVERY (1962)
 GL0029
 GL0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0434 ***********************************************************************
 GK0434  DESIGNATION -  S 238
 GK0434  PID         -  GK0434
 GK0434  STATE/COUNTY-  TX/SHERMAN
 GK0434  USGS QUAD   -  TEXHOMA SOUTH (1974)
 GK0434
 GK0434                         *CURRENT SURVEY CONTROL
 GK0434  ___________________________________________________________________
 GK0434* NAD 83(1986)-  36 29 17.     (N)    101 48 31.     (W)     SCALED    
 GK0434* NAVD 88     -      1066.008  (meters)    3497.39   (feet)  ADJUSTED  
 GK0434  ___________________________________________________________________
 GK0434  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 GK0434  DYNAMIC HT  -        1064.858 (meters)    3493.62  (feet)  COMP
 GK0434  MODELED GRAV-     979,516.6   (mgal)                       NAVD 88
 GK0434
 GK0434  VERT ORDER  -  FIRST     CLASS II
 GK0434
 GK0434.The horizontal coordinates were scaled from a topographic map and have
 GK0434.an estimated accuracy of +/- 6 seconds.
 GK0434
 GK0434.The orthometric height was determined by differential leveling
 GK0434.and adjusted by the National Geodetic Survey in June 1991..
 GK0434
 GK0434.The geoid height was determined by GEOID03.
 GK0434
 GK0434.The dynamic height is computed by dividing the NAVD 88
 GK0434.geopotential number by the normal gravity value computed on the
 GK0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0434.degrees latitude (g = 980.6199 gals.).
 GK0434
 GK0434.The modeled gravity was interpolated from observed gravity values.
 GK0434
 GK0434;                    North         East    Units  Estimated Accuracy
 GK0434;SPC TX N     - 1,276,080.      172,350.      MT  (+/- 180 meters Scaled)
 GK0434
 GK0434                          SUPERSEDED SURVEY CONTROL
 GK0434
 GK0434  NGVD 29 (??/??/92) 1065.520  (m)         3495.79   (f) ADJ UNCH    1 2
 GK0434
 GK0434.Superseded values are not recommended for survey control.
 GK0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0434.See file dsdata.txt to determine how the superseded data were derived.
 GK0434
 GK0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF484417(NAD 83)
 GK0434_MARKER: DB = BENCH MARK DISK
 GK0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0434_STAMPING: S-238 1933
 GK0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0434+STABILITY: SURFACE MOTION
 GK0434
 GK0434  HISTORY     - Date     Condition        Report By
 GK0434  HISTORY     - 1933     MONUMENTED       CGS
 GK0434
 GK0434                          STATION DESCRIPTION
 GK0434
 GK0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0434'7.9 MI NE FROM STRATFORD.
 GK0434'17.9 MILES NORTH EAST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GK0434'RAILROAD.  AT ROAD CROSSING, 12 POLES SOUTH WEST OF MILE POLE NO. 496.
 GK0434'SET IN POST, 46 FEET NORTH WEST OF THE CENTERLINE OF THE TRACKS AND 7
 GK0434'FEET SOUTH WEST OF POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0938 ***********************************************************************
 BZ0938  DESIGNATION -  S 239
 BZ0938  PID         -  BZ0938
 BZ0938  STATE/COUNTY-  TX/BELL
 BZ0938  USGS QUAD   -  POST OAK MOUNTAIN (1994)
 BZ0938
 BZ0938                         *CURRENT SURVEY CONTROL
 BZ0938  ___________________________________________________________________
 BZ0938* NAD 83(1986)-  31 08 22.     (N)    097 44 14.     (W)     SCALED    
 BZ0938* NAVD 88     -       271.718  (meters)     891.46   (feet)  ADJUSTED  
 BZ0938  ___________________________________________________________________
 BZ0938  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BZ0938  DYNAMIC HT  -         271.354 (meters)     890.27  (feet)  COMP
 BZ0938  MODELED GRAV-     979,297.2   (mgal)                       NAVD 88
 BZ0938
 BZ0938  VERT ORDER  -  FIRST     CLASS II
 BZ0938
 BZ0938.The horizontal coordinates were scaled from a topographic map and have
 BZ0938.an estimated accuracy of +/- 6 seconds.
 BZ0938
 BZ0938.The orthometric height was determined by differential leveling
 BZ0938.and adjusted by the National Geodetic Survey in June 1991..
 BZ0938
 BZ0938.The geoid height was determined by GEOID03.
 BZ0938
 BZ0938.The dynamic height is computed by dividing the NAVD 88
 BZ0938.geopotential number by the normal gravity value computed on the
 BZ0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0938.degrees latitude (g = 980.6199 gals.).
 BZ0938
 BZ0938.The modeled gravity was interpolated from observed gravity values.
 BZ0938
 BZ0938;                    North         East    Units  Estimated Accuracy
 BZ0938;SPC TX C     - 3,166,150.      947,530.      MT  (+/- 180 meters Scaled)
 BZ0938
 BZ0938                          SUPERSEDED SURVEY CONTROL
 BZ0938
 BZ0938  NGVD 29 (??/??/92)  271.636  (m)          891.19   (f) ADJ UNCH    1 2
 BZ0938
 BZ0938.Superseded values are not recommended for survey control.
 BZ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0938.See file dsdata.txt to determine how the superseded data were derived.
 BZ0938
 BZ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV203457(NAD 83)
 BZ0938_MARKER: DB = BENCH MARK DISK
 BZ0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0938_STAMPING: S 239 1953
 BZ0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0938+STABILITY: SURFACE MOTION
 BZ0938
 BZ0938  HISTORY     - Date     Condition        Report By
 BZ0938  HISTORY     - 1953     MONUMENTED       CGS
 BZ0938  HISTORY     - 1957     GOOD             DOD
 BZ0938  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0938
 BZ0938                          STATION DESCRIPTION
 BZ0938
 BZ0938'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0938'3.2 MI NW FROM KILLEEN.
 BZ0938'3.2 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 0.3 MILE WEST ALONG THE
 BZ0938'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.7 MILE NORTH
 BZ0938'ALONG COLLEGE STREET, 0.1 MILE WEST ALONG DEAN STREET, 0.3 MILE NORTH
 BZ0938'ALONG GARTH STREET, 0.8 MILE NORTH ALONG THE AIRPORT ROAD, 1.0 MILE
 BZ0938'SOUTHWEST ALONG PARK AVENUE, ON THE FORT HOOD MILITARY RESERVATION, 37
 BZ0938'FEET SOUTH OF THE CENTERLINE OF PARK AVENUE, 8 FEET WEST OF A
 BZ0938'POWER-TRANSMISSION LINE POLE, 3 FEET EAST OF A WHITE WOODEN WITNESS
 BZ0938'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BZ0938
 BZ0938                          STATION RECOVERY (2001)
 BZ0938
 BZ0938'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0121 ***********************************************************************
 BQ0121  DESIGNATION -  S 24 USGS
 BQ0121  PID         -  BQ0121
 BQ0121  STATE/COUNTY-  TX/PRESIDIO
 BQ0121  USGS QUAD   -  MARFA (1983)
 BQ0121
 BQ0121                         *CURRENT SURVEY CONTROL
 BQ0121  ___________________________________________________________________
 BQ0121* NAD 83(1986)-  30 18 37.     (N)    104 01 16.     (W)     SCALED    
 BQ0121* NAVD 88     -      1430.722  (meters)    4693.96   (feet)  ADJUSTED  
 BQ0121  ___________________________________________________________________
 BQ0121  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 BQ0121  DYNAMIC HT  -        1428.332 (meters)    4686.12  (feet)  COMP
 BQ0121  MODELED GRAV-     978,921.0   (mgal)                       NAVD 88
 BQ0121
 BQ0121  VERT ORDER  -  FIRST     CLASS II
 BQ0121
 BQ0121.The horizontal coordinates were scaled from a topographic map and have
 BQ0121.an estimated accuracy of +/- 6 seconds.
 BQ0121
 BQ0121.The orthometric height was determined by differential leveling
 BQ0121.and adjusted by the National Geodetic Survey in June 1991..
 BQ0121
 BQ0121.The geoid height was determined by GEOID03.
 BQ0121
 BQ0121.The dynamic height is computed by dividing the NAVD 88
 BQ0121.geopotential number by the normal gravity value computed on the
 BQ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0121.degrees latitude (g = 980.6199 gals.).
 BQ0121
 BQ0121.The modeled gravity was interpolated from observed gravity values.
 BQ0121
 BQ0121;                    North         East    Units  Estimated Accuracy
 BQ0121;SPC TXSC     - 4,284,890.      117,190.      MT  (+/- 180 meters Scaled)
 BQ0121
 BQ0121                          SUPERSEDED SURVEY CONTROL
 BQ0121
 BQ0121  NGVD 29 (??/??/92) 1430.130  (m)         4692.02   (f) ADJ UNCH    1 2
 BQ0121
 BQ0121.Superseded values are not recommended for survey control.
 BQ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0121.See file dsdata.txt to determine how the superseded data were derived.
 BQ0121
 BQ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP941535(NAD 83)
 BQ0121_MARKER: P = PIPE CAP
 BQ0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BQ0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BQ0121_STAMPING: ELEV. 4692.130 FT.
 BQ0121_MARK LOGO: USGS  
 BQ0121_PROJECTION: PROJECTING 7 CENTIMETERS
 BQ0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0121
 BQ0121  HISTORY     - Date     Condition        Report By
 BQ0121  HISTORY     - UNK      MONUMENTED       USGS
 BQ0121  HISTORY     - 1957     GOOD             NGS
 BQ0121  HISTORY     - 1981     GOOD             NGS
 BQ0121  HISTORY     - 1990     GOOD             USPSQD
 BQ0121  HISTORY     - 19961009 GOOD             USPSQD
 BQ0121
 BQ0121                          STATION DESCRIPTION
 BQ0121
 BQ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0121'IN MARFA.
 BQ0121'AT MARFA, 138 FEET SOUTH OF THE SOUTHEAST CORNER OF THE TEXAS AND NEW
 BQ0121'ORLEANS RAILROAD STATION, AT THE MARFA STATE BANK, 34 FEET SOUTH OF
 BQ0121'THE CENTER LINE OF EL PASO STREET, 21 FEET WEST OF THE WEST CURB OF
 BQ0121'HIGHLAND STREET WHICH IS ALSO STATE HIGHWAY 17, 7 FEET NORTHWEST OF
 BQ0121'THE CENTER OF THE ENTRANCE TO THE BANK, 10  INCHES NORTH OF THE NORTH
 BQ0121'FACE OF THE BUILDING, RIVETED ON THE TOP OF A 3 INCH IRON PIPE WHICH
 BQ0121'PROJECTS 5 INCHES ABOVE THE SIDEWALK.  NOTE-- MARFA IS NO LONGER
 BQ0121'VISIBLE IN THE STAMPING.  IT HAS BEEN RUBBED OFF BY PEDESTRIAN
 BQ0121'TRAFFIC.
 BQ0121
 BQ0121                          STATION RECOVERY (1981)
 BQ0121
 BQ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0121'IN MARFA, AT THE JUNCTION OF EL PASO AND HIGHLAND STREETS, AT THE
 BQ0121'NORTHEAST CORNER OF THE MARFA PRODUCTION CREDIT ASSN. BUILDING, 10.4
 BQ0121'METERS (34.0 FT) SOUTH OF THE CENTER OF EL PASO STREET, 6.4 METERS
 BQ0121'(21.0 FT) WEST OF THE WEST CURB OF HIGHLAND STREET, 2.1 METERS
 BQ0121'(7.0 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE TO THE BUILDING,
 BQ0121'AND 0.2 METER (0.8 FT) NORTH OF THE NORTH FACE OF THE BUILDING.
 BQ0121'THE MARK IS 0.3 M ABOVE THE STREET.
 BQ0121
 BQ0121                          STATION RECOVERY (1990)
 BQ0121
 BQ0121'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0121'RECOVERED IN GOOD CONDITION.
 BQ0121
 BQ0121                          STATION RECOVERY (1996)
 BQ0121
 BQ0121'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0541 ***********************************************************************
 BM0541  DESIGNATION -  S 240
 BM0541  PID         -  BM0541
 BM0541  STATE/COUNTY-  TX/TRAVIS
 BM0541  USGS QUAD   -  MANOR (1988)
 BM0541
 BM0541                         *CURRENT SURVEY CONTROL
 BM0541  ___________________________________________________________________
 BM0541* NAD 83(1986)-  30 20 23.     (N)    097 33 23.     (W)     SCALED    
 BM0541* NAVD 88     -       161.04   (+/-2cm)     528.3    (feet)  VERTCON   
 BM0541  ___________________________________________________________________
 BM0541  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BM0541
 BM0541  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0541
 BM0541.The horizontal coordinates were scaled from a topographic map and have
 BM0541.an estimated accuracy of +/- 6 seconds.
 BM0541
 BM0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0541.The vertical order pertains to the NGVD 29 superseded value.
 BM0541
 BM0541.The geoid height was determined by GEOID03.
 BM0541
 BM0541;                    North         East    Units  Estimated Accuracy
 BM0541;SPC TX C     - 3,077,950.      966,980.      MT  (+/- 180 meters Scaled)
 BM0541
 BM0541                          SUPERSEDED SURVEY CONTROL
 BM0541
 BM0541  NGVD 29 (??/??/92)  160.955  (m)          528.07   (f) ADJ UNCH    1 2
 BM0541
 BM0541.Superseded values are not recommended for survey control.
 BM0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0541.See file dsdata.txt to determine how the superseded data were derived.
 BM0541
 BM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU387573(NAD 83)
 BM0541_MARKER: DB = BENCH MARK DISK
 BM0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0541_STAMPING: S 240 1953
 BM0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0541+STABILITY: SURFACE MOTION
 BM0541
 BM0541  HISTORY     - Date     Condition        Report By
 BM0541  HISTORY     - 1953     MONUMENTED       CGS
 BM0541  HISTORY     - 19860716 MARK NOT FOUND   USGS
 BM0541  HISTORY     - 19870521 MARK NOT FOUND   USPSQD
 BM0541  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0541  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 BM0541
 BM0541                          STATION DESCRIPTION
 BM0541
 BM0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0541'12.3 MI W FROM ELGIN.
 BM0541'12.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0541'STATION AT ELGIN, 12.6 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 BM0541'STATION AT MANOR, 25.2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 BM0541'25 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 12.6 FEET EAST OF THE
 BM0541'CENTER OF THE EAST ENTRANCE TO THE STATION, 1.3 FEET EAST OF THE EAST
 BM0541'EDGE OF A GRAVELED WALK, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE
 BM0541'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0541
 BM0541                          STATION RECOVERY (1986)
 BM0541
 BM0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0541'MARK NOT FOUND.
 BM0541
 BM0541                          STATION RECOVERY (1987)
 BM0541
 BM0541'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCR)
 BM0541'MARK NOT FOUND.
 BM0541
 BM0541                          STATION RECOVERY (1990)
 BM0541
 BM0541'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BM0541'MARK NOT FOUND.
 BM0541
 BM0541                          STATION RECOVERY (1991)
 BM0541
 BM0541'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0248 ***********************************************************************
 GL0248  DESIGNATION -  S 241
 GL0248  PID         -  GL0248
 GL0248  STATE/COUNTY-  TX/DALLAM
 GL0248  USGS QUAD   -  DALHART WEST (1973)
 GL0248
 GL0248                         *CURRENT SURVEY CONTROL
 GL0248  ___________________________________________________________________
 GL0248* NAD 83(1986)-  36 06 58.     (N)    102 35 53.     (W)     SCALED    
 GL0248* NAVD 88     -      1236.054  (meters)    4055.29   (feet)  ADJUSTED  
 GL0248  ___________________________________________________________________
 GL0248  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 GL0248  DYNAMIC HT  -        1234.622 (meters)    4050.59  (feet)  COMP
 GL0248  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 GL0248
 GL0248  VERT ORDER  -  FIRST     CLASS II
 GL0248
 GL0248.The horizontal coordinates were scaled from a topographic map and have
 GL0248.an estimated accuracy of +/- 6 seconds.
 GL0248
 GL0248.The orthometric height was determined by differential leveling
 GL0248.and adjusted by the National Geodetic Survey in June 1991..
 GL0248
 GL0248.The geoid height was determined by GEOID03.
 GL0248
 GL0248.The dynamic height is computed by dividing the NAVD 88
 GL0248.geopotential number by the normal gravity value computed on the
 GL0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0248.degrees latitude (g = 980.6199 gals.).
 GL0248
 GL0248.The modeled gravity was interpolated from observed gravity values.
 GL0248
 GL0248;                    North         East    Units  Estimated Accuracy
 GL0248;SPC TX N     - 1,235,310.      101,140.      MT  (+/- 180 meters Scaled)
 GL0248
 GL0248                          SUPERSEDED SURVEY CONTROL
 GL0248
 GL0248.No superseded survey control is available for this station.
 GL0248
 GL0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV161994(NAD 83)
 GL0248_MARKER: DB = BENCH MARK DISK
 GL0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0248+STABILITY: SURFACE MOTION
 GL0248
 GL0248  HISTORY     - Date     Condition        Report By
 GL0248  HISTORY     - UNK      MONUMENTED       CGS
 GL0248  HISTORY     - 1934     GOOD             NGS
 GL0248  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0248
 GL0248                          STATION DESCRIPTION
 GL0248
 GL0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0248'5.80 MI NW FROM DALHART.
 GL0248'5.80 MILES NORTH-WEST OF DALHART BY RAIL.  SET ON RIGHT OF WAY OF FORT
 GL0248'WORTH AND DENVER R.R. 50 FT. EAST OF CENTER LINE OF TRACK.  95 FT.
 GL0248'WEST OF CENTER LINE OF TEXAS (U.S.) HIGHWAY NO. 385.  OPPOSITE M.P.
 GL0248'423.
 GL0248
 GL0248                          STATION RECOVERY (1973)
 GL0248
 GL0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0344 ***********************************************************************
 FM0344  DESIGNATION -  S 243
 FM0344  PID         -  FM0344
 FM0344  STATE/COUNTY-  TX/OLDHAM
 FM0344  USGS QUAD   -  VEGA SOUTH (1966)
 FM0344
 FM0344                         *CURRENT SURVEY CONTROL
 FM0344  ___________________________________________________________________
 FM0344* NAD 83(1986)-  35 14 42.     (N)    102 25 35.     (W)     SCALED    
 FM0344* NAVD 88     -      1227.262  (meters)    4026.44   (feet)  ADJUSTED  
 FM0344  ___________________________________________________________________
 FM0344  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 FM0344  DYNAMIC HT  -        1225.780 (meters)    4021.58  (feet)  COMP
 FM0344  MODELED GRAV-     979,383.9   (mgal)                       NAVD 88
 FM0344
 FM0344  VERT ORDER  -  SECOND    CLASS 0
 FM0344
 FM0344.The horizontal coordinates were scaled from a topographic map and have
 FM0344.an estimated accuracy of +/- 6 seconds.
 FM0344
 FM0344.The orthometric height was determined by differential leveling
 FM0344.and adjusted by the National Geodetic Survey in June 1991..
 FM0344
 FM0344.The geoid height was determined by GEOID03.
 FM0344
 FM0344.The dynamic height is computed by dividing the NAVD 88
 FM0344.geopotential number by the normal gravity value computed on the
 FM0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0344.degrees latitude (g = 980.6199 gals.).
 FM0344
 FM0344.The modeled gravity was interpolated from observed gravity values.
 FM0344
 FM0344;                    North         East    Units  Estimated Accuracy
 FM0344;SPC TX N     - 1,138,510.      115,690.      MT  (+/- 180 meters Scaled)
 FM0344
 FM0344                          SUPERSEDED SURVEY CONTROL
 FM0344
 FM0344  NGVD 29 (??/??/92) 1226.735  (m)         4024.71   (f) ADJ UNCH    2 0
 FM0344
 FM0344.Superseded values are not recommended for survey control.
 FM0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0344.See file dsdata.txt to determine how the superseded data were derived.
 FM0344
 FM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV341032(NAD 83)
 FM0344_MARKER: DB = BENCH MARK DISK
 FM0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0344_STAMPING: S-243 1934
 FM0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0344+STABILITY: SURFACE MOTION
 FM0344
 FM0344  HISTORY     - Date     Condition        Report By
 FM0344  HISTORY     - 1934     MONUMENTED       CGS
 FM0344  HISTORY     - 1966     GOOD             NGS
 FM0344  HISTORY     - 20050519 MARK NOT FOUND   USPSQD
 FM0344
 FM0344                          STATION DESCRIPTION
 FM0344
 FM0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0344'IN VEGA.
 FM0344'45 FEET EAST OF THE NORTHEAST CORNER OF ROCK ISLAND DEPOT.  4 FEET
 FM0344'BELOW LEVEL OF RAILS.  4 FEET SOUTHWEST OF SECOND TELEGRAPH POLE EAST
 FM0344'OF MILE POST 795.  57 FEET NORTH OF CENTERLINE OF MAIN TRACK.
 FM0344
 FM0344                          STATION RECOVERY (1966)
 FM0344
 FM0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FM0344'RECOVERED IN GOOD CONDITION.
 FM0344
 FM0344                          STATION RECOVERY (2005)
 FM0344
 FM0344'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 FM0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0870 ***********************************************************************
 DN0870  DESIGNATION -  S 244
 DN0870  PID         -  DN0870
 DN0870  STATE/COUNTY-  TX/MONTAGUE
 DN0870  USGS QUAD   -  RINGGOLD (1968)
 DN0870
 DN0870                         *CURRENT SURVEY CONTROL
 DN0870  ___________________________________________________________________
 DN0870* NAD 83(1986)-  33 49 13.     (N)    097 56 31.     (W)     SCALED    
 DN0870* NAVD 88     -       276.172  (meters)     906.07   (feet)  ADJUSTED  
 DN0870  ___________________________________________________________________
 DN0870  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DN0870  DYNAMIC HT  -         275.871 (meters)     905.09  (feet)  COMP
 DN0870  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 DN0870
 DN0870  VERT ORDER  -  FIRST     CLASS II
 DN0870
 DN0870.The horizontal coordinates were scaled from a topographic map and have
 DN0870.an estimated accuracy of +/- 6 seconds.
 DN0870
 DN0870.The orthometric height was determined by differential leveling
 DN0870.and adjusted by the National Geodetic Survey in June 1991..
 DN0870.WARNING-Repeat measurements at this control monument indicate possible
 DN0870.vertical movement.
 DN0870
 DN0870.The geoid height was determined by GEOID03.
 DN0870
 DN0870.The dynamic height is computed by dividing the NAVD 88
 DN0870.geopotential number by the normal gravity value computed on the
 DN0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0870.degrees latitude (g = 980.6199 gals.).
 DN0870
 DN0870.The modeled gravity was interpolated from observed gravity values.
 DN0870
 DN0870;                    North         East    Units  Estimated Accuracy
 DN0870;SPC TXNC     - 2,238,960.      651,660.      MT  (+/- 180 meters Scaled)
 DN0870
 DN0870                          SUPERSEDED SURVEY CONTROL
 DN0870
 DN0870  NGVD 29 (??/??/92)  276.07   (m)          905.7    (f) COMPUTED    1 2
 DN0870
 DN0870.Superseded values are not recommended for survey control.
 DN0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0870.See file dsdata.txt to determine how the superseded data were derived.
 DN0870
 DN0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC979427(NAD 83)
 DN0870_MARKER: DB = BENCH MARK DISK
 DN0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0870_STAMPING: S 244 1934
 DN0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0870+STABILITY: SURFACE MOTION
 DN0870
 DN0870  HISTORY     - Date     Condition        Report By
 DN0870  HISTORY     - 1934     MONUMENTED       CGS
 DN0870  HISTORY     - 1952     GOOD             NGS
 DN0870  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0870
 DN0870                          STATION DESCRIPTION
 DN0870
 DN0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0870'IN RINGOLD.
 DN0870'AT RINGOLD, 77 YARDS NORTHWEST OF THE AUDITORIUM AT THE RINGOLD
 DN0870'SCHOOL, IN THE SOUTHWEST CORNER OF THE YARD OF A ROCK HOUSE, 26.5 FEET
 DN0870'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 25 FEET WEST OF THE
 DN0870'CENTER OF A GATE, 0.8 FOOT EAST OF A FENCE, SET IN THE TOP OF A
 DN0870'CONCRETE POST WHICH PROJECTS 2.3 FEET ABOVE THE GROUND.  NOTE-- THIS
 DN0870'MARK IS LEANING AT AN ANGLE OF 20 DEGREES.
 DN0870
 DN0870                          STATION RECOVERY (1996)
 DN0870
 DN0870'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0589 ***********************************************************************
 DN0589  DESIGNATION -  S 245
 DN0589  PID         -  DN0589
 DN0589  STATE/COUNTY-  TX/COOKE
 DN0589  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN0589
 DN0589                         *CURRENT SURVEY CONTROL
 DN0589  ___________________________________________________________________
 DN0589* NAD 83(1986)-  33 37 55.     (N)    097 13 28.     (W)     SCALED    
 DN0589* NAVD 88     -       240.537  (meters)     789.16   (feet)  ADJUSTED  
 DN0589  ___________________________________________________________________
 DN0589  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0589  DYNAMIC HT  -         240.285 (meters)     788.34  (feet)  COMP
 DN0589  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 DN0589
 DN0589  VERT ORDER  -  SECOND    CLASS 0
 DN0589
 DN0589.The horizontal coordinates were scaled from a topographic map and have
 DN0589.an estimated accuracy of +/- 6 seconds.
 DN0589
 DN0589.The orthometric height was determined by differential leveling
 DN0589.and adjusted by the National Geodetic Survey in June 1991..
 DN0589
 DN0589.The geoid height was determined by GEOID03.
 DN0589
 DN0589.The dynamic height is computed by dividing the NAVD 88
 DN0589.geopotential number by the normal gravity value computed on the
 DN0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0589.degrees latitude (g = 980.6199 gals.).
 DN0589
 DN0589.The modeled gravity was interpolated from observed gravity values.
 DN0589
 DN0589;                    North         East    Units  Estimated Accuracy
 DN0589;SPC TXNC     - 2,218,650.      718,340.      MT  (+/- 180 meters Scaled)
 DN0589
 DN0589                          SUPERSEDED SURVEY CONTROL
 DN0589
 DN0589  NGVD 29 (??/??/92)  240.492  (m)          789.01   (f) ADJ UNCH    2 0
 DN0589
 DN0589.Superseded values are not recommended for survey control.
 DN0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0589.See file dsdata.txt to determine how the superseded data were derived.
 DN0589
 DN0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC646227(NAD 83)
 DN0589_MARKER: DB = BENCH MARK DISK
 DN0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0589_STAMPING: S 245 1934
 DN0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0589+STABILITY: SURFACE MOTION
 DN0589
 DN0589  HISTORY     - Date     Condition        Report By
 DN0589  HISTORY     - 1934     MONUMENTED       CGS
 DN0589  HISTORY     - 1958     MARK NOT FOUND   USGS
 DN0589  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 DN0589
 DN0589                          STATION DESCRIPTION
 DN0589
 DN0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0589'IN LINDSAY.
 DN0589'AT LINDSAY, COOKE COUNTY, WEST OF THE STATION OF THE
 DN0589'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, AT A ROAD CROSSING, ABOUT 80
 DN0589'FEET NORTH OF THE TRACK, AND IN A FENCE CORNER.  A STANDARD DISK,
 DN0589'STAMPED S 245 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DN0589
 DN0589                          STATION RECOVERY (1958)
 DN0589
 DN0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN0589'MARK NOT FOUND.
 DN0589
 DN0589                          STATION RECOVERY (1995)
 DN0589
 DN0589'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1861 ***********************************************************************
 CS1861  DESIGNATION -  S 246
 CS1861  PID         -  CS1861
 CS1861  STATE/COUNTY-  TX/TARRANT
 CS1861  USGS QUAD   -  KELLER (1981)
 CS1861
 CS1861                         *CURRENT SURVEY CONTROL
 CS1861  ___________________________________________________________________
 CS1861* NAD 83(1986)-  32 53 05.     (N)    097 21 46.     (W)     SCALED    
 CS1861* NAVD 88     -       223.763  (meters)     734.13   (feet)  ADJUSTED  
 CS1861  ___________________________________________________________________
 CS1861  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1861  DYNAMIC HT  -         223.499 (meters)     733.26  (feet)  COMP
 CS1861  MODELED GRAV-     979,455.6   (mgal)                       NAVD 88
 CS1861
 CS1861  VERT ORDER  -  SECOND    CLASS 0
 CS1861
 CS1861.The horizontal coordinates were scaled from a topographic map and have
 CS1861.an estimated accuracy of +/- 6 seconds.
 CS1861
 CS1861.The orthometric height was determined by differential leveling
 CS1861.and adjusted by the National Geodetic Survey in June 1991..
 CS1861
 CS1861.The geoid height was determined by GEOID03.
 CS1861
 CS1861.The dynamic height is computed by dividing the NAVD 88
 CS1861.geopotential number by the normal gravity value computed on the
 CS1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1861.degrees latitude (g = 980.6199 gals.).
 CS1861
 CS1861.The modeled gravity was interpolated from observed gravity values.
 CS1861
 CS1861;                    North         East    Units  Estimated Accuracy
 CS1861;SPC TXNC     - 2,135,650.      706,400.      MT  (+/- 180 meters Scaled)
 CS1861
 CS1861                          SUPERSEDED SURVEY CONTROL
 CS1861
 CS1861  NGVD 29 (??/??/92)  223.745  (m)          734.07   (f) ADJ UNCH    2 0
 CS1861
 CS1861.Superseded values are not recommended for survey control.
 CS1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1861.See file dsdata.txt to determine how the superseded data were derived.
 CS1861
 CS1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB531396(NAD 83)
 CS1861_MARKER: DB = BENCH MARK DISK
 CS1861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1861_SP_SET: CULVERT
 CS1861_STAMPING: S 246 1934
 CS1861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1861
 CS1861  HISTORY     - Date     Condition        Report By
 CS1861  HISTORY     - 1934     MONUMENTED       CGS
 CS1861  HISTORY     - 1962     GOOD             NGS
 CS1861
 CS1861                          STATION DESCRIPTION
 CS1861
 CS1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1861'5.9 MI S FROM HASLET.
 CS1861'5.9 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS1861'STATION AT HASLET, TARRANT COUNTY, 7 POLES SOUTH OF MILEPOST 356, 700
 CS1861'FEET NORTH OF A ROAD CROSSING, AT CULVERT 355 A UNDER THE TRACK, AND
 CS1861'IN THE TOP OF THE EAST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED S
 CS1861'246 1934.  NOTE-- TO REACH FROM THE VILLAGE OF HASLET, GO SOUTH ON
 CS1861'FARM ROAD 156 FOR 6.4 MILES TO A CROSSROAD, THENCE WEST ALONG A BLACK
 CS1861'TOP ROAD FOR 1.15 MILES TO SITE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0546 ***********************************************************************
 DN0546  DESIGNATION -  S 247
 DN0546  PID         -  DN0546
 DN0546  STATE/COUNTY-  TX/COOKE
 DN0546  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN0546
 DN0546                         *CURRENT SURVEY CONTROL
 DN0546  ___________________________________________________________________
 DN0546* NAD 83(1986)-  33 36 27.     (N)    097 08 22.     (W)     SCALED    
 DN0546* NAVD 88     -       220.473  (meters)     723.34   (feet)  ADJUSTED  
 DN0546  ___________________________________________________________________
 DN0546  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0546  DYNAMIC HT  -         220.244 (meters)     722.58  (feet)  COMP
 DN0546  MODELED GRAV-     979,590.2   (mgal)                       NAVD 88
 DN0546
 DN0546  VERT ORDER  -  SECOND    CLASS 0
 DN0546
 DN0546.The horizontal coordinates were scaled from a topographic map and have
 DN0546.an estimated accuracy of +/- 6 seconds.
 DN0546
 DN0546.The orthometric height was determined by differential leveling
 DN0546.and adjusted by the National Geodetic Survey in June 1991..
 DN0546
 DN0546.The geoid height was determined by GEOID03.
 DN0546
 DN0546.The dynamic height is computed by dividing the NAVD 88
 DN0546.geopotential number by the normal gravity value computed on the
 DN0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0546.degrees latitude (g = 980.6199 gals.).
 DN0546
 DN0546.The modeled gravity was interpolated from observed gravity values.
 DN0546
 DN0546;                    North         East    Units  Estimated Accuracy
 DN0546;SPC TXNC     - 2,216,040.      726,260.      MT  (+/- 180 meters Scaled)
 DN0546
 DN0546                          SUPERSEDED SURVEY CONTROL
 DN0546
 DN0546  NGVD 29 (??/??/92)  220.440  (m)          723.23   (f) ADJ UNCH    2 0
 DN0546
 DN0546.Superseded values are not recommended for survey control.
 DN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0546.See file dsdata.txt to determine how the superseded data were derived.
 DN0546
 DN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC726201(NAD 83)
 DN0546_MARKER: DB = BENCH MARK DISK
 DN0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0546_STAMPING: S-247 1934
 DN0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0546+STABILITY: SURFACE MOTION
 DN0546
 DN0546  HISTORY     - Date     Condition        Report By
 DN0546  HISTORY     - 1934     MONUMENTED       CGS
 DN0546  HISTORY     - 1958     MARK NOT FOUND   USGS
 DN0546  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN0546
 DN0546                          STATION DESCRIPTION
 DN0546
 DN0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0546'IN GAINESVILLE.
 DN0546'AT GULF COLORADO AND SANTA FE RAILROAD CROSSING AT THE SOUTH EDGE OF
 DN0546'TOWN.  35 FEET EAST OF TRACK.  25 FEET NORTH OF THE CENTERLINE OF THE
 DN0546'ROAD.
 DN0546
 DN0546                          STATION RECOVERY (1958)
 DN0546
 DN0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN0546'MARK NOT FOUND.
 DN0546
 DN0546                          STATION RECOVERY (1995)
 DN0546
 DN0546'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1241 ***********************************************************************
 BY1241  DESIGNATION -  S 248 RESET 1957
 BY1241  PID         -  BY1241
 BY1241  STATE/COUNTY-  TX/ANDERSON
 BY1241  USGS QUAD   -  TODD CITY (1982)
 BY1241
 BY1241                         *CURRENT SURVEY CONTROL
 BY1241  ___________________________________________________________________
 BY1241* NAD 83(1986)-  31 52 53.     (N)    095 27 18.     (W)     SCALED    
 BY1241* NAVD 88     -       106.99   (+/-2cm)     351.0    (feet)  VERTCON   
 BY1241  ___________________________________________________________________
 BY1241  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1241
 BY1241  VERT ORDER  -  THIRD (See Below)
 BY1241
 BY1241.The horizontal coordinates were scaled from a topographic map and have
 BY1241.an estimated accuracy of +/- 6 seconds.
 BY1241
 BY1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1241.The vertical order pertains to the NGVD 29 superseded value.
 BY1241
 BY1241.The geoid height was determined by GEOID03.
 BY1241
 BY1241;                    North         East    Units  Estimated Accuracy
 BY1241;SPC TX C     - 3,255,640.    1,161,410.      MT  (+/- 180 meters Scaled)
 BY1241
 BY1241                          SUPERSEDED SURVEY CONTROL
 BY1241
 BY1241  NGVD 29 (??/??/??)  107.01   (m)          351.1    (f) RESET       3  
 BY1241
 BY1241.Superseded values are not recommended for survey control.
 BY1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1241.See file dsdata.txt to determine how the superseded data were derived.
 BY1241
 BY1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR677299(NAD 83)
 BY1241_MARKER: DB = BENCH MARK DISK
 BY1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1241_STAMPING: S 248 RESET 1957
 BY1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1241+STABILITY: SURFACE MOTION
 BY1241
 BY1241  HISTORY     - Date     Condition        Report By
 BY1241  HISTORY     - 1957     MONUMENTED       CGS
 BY1241  HISTORY     - 1963     MARK NOT FOUND   NGS
 BY1241  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1241
 BY1241                          STATION DESCRIPTION
 BY1241
 BY1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BY1241'2.6 MI NE FROM NECHES.
 BY1241'ABOUT 2.6 MILES NORTHEAST ALONG U.S. HIGHWAY NO.79, FROM THE POST
 BY1241'OFFICE IN NECHES, ANDERSON COUNTY, NEAR THE BOTTOM OF A GRADE AND
 BY1241'CURVE IN THE HIGHWAY, ABOUT 15 FEET SOUTHEAST OF THE SOUTHEAST
 BY1241'RIGHT-OF-WAY LINE, IN A TIMBERED AREA AND ABOUT 300 YARDS EAST OF AN
 BY1241'OLD SAW-MILL SITE.  A STANDARD DISK STAMPED S 248 RESET 1957 IN A
 BY1241'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 BY1241
 BY1241                          STATION RECOVERY (1963)
 BY1241
 BY1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BY1241'MARK NOT FOUND.
 BY1241
 BY1241                          STATION RECOVERY (1980)
 BY1241
 BY1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2037 ***********************************************************************
 BY2037  DESIGNATION -  S 249
 BY2037  PID         -  BY2037
 BY2037  STATE/COUNTY-  TX/ANDERSON
 BY2037  USGS QUAD   -  LONG LAKE (1964)
 BY2037
 BY2037                         *CURRENT SURVEY CONTROL
 BY2037  ___________________________________________________________________
 BY2037* NAD 83(1986)-  31 39 00.     (N)    095 46 56.     (W)     SCALED    
 BY2037* NAVD 88     -        71.346  (meters)     234.07   (feet)  ADJUSTED  
 BY2037  ___________________________________________________________________
 BY2037  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BY2037  DYNAMIC HT  -          71.259 (meters)     233.79  (feet)  COMP
 BY2037  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 BY2037
 BY2037  VERT ORDER  -  FIRST     CLASS II
 BY2037
 BY2037.The horizontal coordinates were scaled from a topographic map and have
 BY2037.an estimated accuracy of +/- 6 seconds.
 BY2037
 BY2037.The orthometric height was determined by differential leveling
 BY2037.and adjusted by the National Geodetic Survey in June 1991..
 BY2037
 BY2037.The geoid height was determined by GEOID03.
 BY2037
 BY2037.The dynamic height is computed by dividing the NAVD 88
 BY2037.geopotential number by the normal gravity value computed on the
 BY2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2037.degrees latitude (g = 980.6199 gals.).
 BY2037
 BY2037.The modeled gravity was interpolated from observed gravity values.
 BY2037
 BY2037;                    North         East    Units  Estimated Accuracy
 BY2037;SPC TX C     - 3,228,700.    1,131,530.      MT  (+/- 180 meters Scaled)
 BY2037
 BY2037                          SUPERSEDED SURVEY CONTROL
 BY2037
 BY2037  NGVD 29 (??/??/92)   71.32   (m)          234.0    (f) COMPUTED    1 2
 BY2037
 BY2037.Superseded values are not recommended for survey control.
 BY2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2037.See file dsdata.txt to determine how the superseded data were derived.
 BY2037
 BY2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR361050(NAD 83)
 BY2037_MARKER: DB = BENCH MARK DISK
 BY2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2037_STAMPING: S 249 1952
 BY2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2037+STABILITY: SURFACE MOTION
 BY2037
 BY2037  HISTORY     - Date     Condition        Report By
 BY2037  HISTORY     - 1952     MONUMENTED       CGS
 BY2037  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2037
 BY2037                          STATION DESCRIPTION
 BY2037
 BY2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2037'11.9 MI SW FROM PALESTONE.
 BY2037'0.75 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2037'RAILROAD FROM THE STATION AT PALESTINE, THENCE 11.15 MILES SOUTHWEST
 BY2037'ALONG U.S. HIGHWAYS 79 AND 84, 0.05 MILE WEST OF A GRAVELED ROAD
 BY2037'LEADING SOUTH TO LONG LAKE, 0.05 MILE WEST OF A GULF OIL COMPANY
 BY2037'SERVICE STATION.  100 YARDS EAST OF THE EAST END OF A LARGE WOODEN
 BY2037'BRIDGE, 75 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 69 FEET SOUTH
 BY2037'OF A FENCE, 3 FEET EAST OF A CONCRETES HIGHWAY RIGHT OF WAY MARKER, 3
 BY2037'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY2037'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY2037
 BY2037                          STATION RECOVERY (1980)
 BY2037
 BY2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2038 ***********************************************************************
 BY2038  DESIGNATION -  S 249 RESET 1954
 BY2038  PID         -  BY2038
 BY2038  STATE/COUNTY-  TX/ANDERSON
 BY2038  USGS QUAD   -  LONG LAKE (1964)
 BY2038
 BY2038                         *CURRENT SURVEY CONTROL
 BY2038  ___________________________________________________________________
 BY2038* NAD 83(1986)-  31 39 00.     (N)    095 46 56.     (W)     SCALED    
 BY2038* NAVD 88     -        71.038  (meters)     233.06   (feet)  ADJUSTED  
 BY2038  ___________________________________________________________________
 BY2038  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BY2038  DYNAMIC HT  -          70.952 (meters)     232.78  (feet)  COMP
 BY2038  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 BY2038
 BY2038  VERT ORDER  -  FIRST     CLASS II
 BY2038
 BY2038.The horizontal coordinates were scaled from a topographic map and have
 BY2038.an estimated accuracy of +/- 6 seconds.
 BY2038
 BY2038.The orthometric height was determined by differential leveling
 BY2038.and adjusted by the National Geodetic Survey in June 1991..
 BY2038
 BY2038.The geoid height was determined by GEOID03.
 BY2038
 BY2038.The dynamic height is computed by dividing the NAVD 88
 BY2038.geopotential number by the normal gravity value computed on the
 BY2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2038.degrees latitude (g = 980.6199 gals.).
 BY2038
 BY2038.The modeled gravity was interpolated from observed gravity values.
 BY2038
 BY2038;                    North         East    Units  Estimated Accuracy
 BY2038;SPC TX C     - 3,228,700.    1,131,530.      MT  (+/- 180 meters Scaled)
 BY2038
 BY2038                          SUPERSEDED SURVEY CONTROL
 BY2038
 BY2038  NGVD 29 (??/??/??)   71.02   (m)          233.0    (f) RESET       3  
 BY2038
 BY2038.Superseded values are not recommended for survey control.
 BY2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2038.See file dsdata.txt to determine how the superseded data were derived.
 BY2038
 BY2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR361050(NAD 83)
 BY2038_MARKER: DB = BENCH MARK DISK
 BY2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2038_STAMPING: S 249 RESET 1954
 BY2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2038+STABILITY: SURFACE MOTION
 BY2038
 BY2038  HISTORY     - Date     Condition        Report By
 BY2038  HISTORY     - 1954     MONUMENTED       TXHD
 BY2038  HISTORY     - 1980     GOOD             NGS
 BY2038
 BY2038                          STATION DESCRIPTION
 BY2038
 BY2038'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 BY2038'11.9 MI SW FROM PALESTINE.
 BY2038'11.9 MILES SOUTHWEST OF PALESTINE, ANDERSON COUNTY.  THIS BENCH MARK
 BY2038'MAY BE REACHED FROM THE STATION BY GOING 0.8 MILE SOUTHWEST ALONG THE
 BY2038'INTERNATIONAL-GREAT NORTHERN RAILROAD FROM THE STATION AND THENCE 11.2
 BY2038'MILES SOUTHWEST ALONG U. S. HIGHWAYS 79 AND 84.  IT IS 0.6 MILE WEST
 BY2038'OF A GULF SERVICE STATION AND A GRAVEL ROAD LEADING TO LONG LAKE, 72
 BY2038'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 360 FEET EAST OF THE EAST
 BY2038'END OF AN 800-FOOT CONCRETE BRIDGE, 3 FEET SOUTH OF A FENCE, AND 3
 BY2038'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S
 BY2038'249 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 BY2038'FOOT ABOVE GROUND.
 BY2038
 BY2038                          STATION RECOVERY (1980)
 BY2038
 BY2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0268 ***********************************************************************
 BP0268  DESIGNATION -  S 25
 BP0268  PID         -  BP0268
 BP0268  STATE/COUNTY-  TX/BREWSTER
 BP0268  USGS QUAD   -  ALTUDA (1983)
 BP0268
 BP0268                         *CURRENT SURVEY CONTROL
 BP0268  ___________________________________________________________________
 BP0268* NAD 83(1986)-  30 17 02.     (N)    103 27 03.     (W)     SCALED    
 BP0268* NAVD 88     -      1397.440  (meters)    4584.77   (feet)  POSTED    
 BP0268  ___________________________________________________________________
 BP0268  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0268  DYNAMIC HT  -        1395.140 (meters)    4577.22  (feet)  COMP
 BP0268  MODELED GRAV-     978,944.1   (mgal)                       NAVD 88
 BP0268
 BP0268  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0268
 BP0268.The horizontal coordinates were scaled from a topographic map and have
 BP0268.an estimated accuracy of +/- 6 seconds.
 BP0268
 BP0268.The orthometric height was determined by differential leveling
 BP0268.and adjusted by the National Geodetic Survey in 1992..
 BP0268.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0268.rate of 1.1 thru 2.0 mm/km.
 BP0268
 BP0268.The geoid height was determined by GEOID03.
 BP0268
 BP0268.The dynamic height is computed by dividing the NAVD 88
 BP0268.geopotential number by the normal gravity value computed on the
 BP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0268.degrees latitude (g = 980.6199 gals.).
 BP0268
 BP0268.The modeled gravity was interpolated from observed gravity values.
 BP0268
 BP0268;                    North         East    Units  Estimated Accuracy
 BP0268;SPC TXSC     - 4,279,750.      171,890.      MT  (+/- 180 meters Scaled)
 BP0268
 BP0268                          SUPERSEDED SURVEY CONTROL
 BP0268
 BP0268.No superseded survey control is available for this station.
 BP0268
 BP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP489512(NAD 83)
 BP0268_MARKER: DB = BENCH MARK DISK
 BP0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0268_STAMPING: ELEV. 4583.27 FT S 25 1917
 BP0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0268+STABILITY: SURFACE MOTION
 BP0268
 BP0268  HISTORY     - Date     Condition        Report By
 BP0268  HISTORY     - 1917     MONUMENTED       CGS
 BP0268  HISTORY     - 1957     MARK NOT FOUND   NGS
 BP0268  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0268
 BP0268                          STATION DESCRIPTION
 BP0268
 BP0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0268'1.5 MI E FROM ALTUDA.
 BP0268'ABOUT 1.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD, FROM
 BP0268'ALTUDA, BREWSTER COUNTY, AT MILEPOST 590, AND 50 FEET NORTH OF THE
 BP0268'TRACK.  A STANDARD DISK, STAMPED ELEV. 4583.27 FT S 25 1917 AND SET IN
 BP0268'THE TOP OF A CONCRETE POST.
 BP0268
 BP0268                          STATION RECOVERY (1966)
 BP0268
 BP0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0065 ***********************************************************************
 BY0065  DESIGNATION -  S 250
 BY0065  PID         -  BY0065
 BY0065  STATE/COUNTY-  TX/SHELBY
 BY0065  USGS QUAD   -  TENAHA EAST (1984)
 BY0065
 BY0065                         *CURRENT SURVEY CONTROL
 BY0065  ___________________________________________________________________
 BY0065* NAD 83(1986)-  31 57 26.     (N)    094 10 45.     (W)     SCALED    
 BY0065* NAVD 88     -        99.376  (meters)     326.04   (feet)  ADJUSTED  
 BY0065  ___________________________________________________________________
 BY0065  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BY0065  DYNAMIC HT  -          99.260 (meters)     325.66  (feet)  COMP
 BY0065  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 BY0065
 BY0065  VERT ORDER  -  FIRST     CLASS II
 BY0065
 BY0065.The horizontal coordinates were scaled from a topographic map and have
 BY0065.an estimated accuracy of +/- 6 seconds.
 BY0065
 BY0065.The orthometric height was determined by differential leveling
 BY0065.and adjusted by the National Geodetic Survey in June 1991..
 BY0065
 BY0065.The geoid height was determined by GEOID03.
 BY0065
 BY0065.The dynamic height is computed by dividing the NAVD 88
 BY0065.geopotential number by the normal gravity value computed on the
 BY0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0065.degrees latitude (g = 980.6199 gals.).
 BY0065
 BY0065.The modeled gravity was interpolated from observed gravity values.
 BY0065
 BY0065;                    North         East    Units  Estimated Accuracy
 BY0065;SPC TX C     - 3,270,020.    1,281,510.      MT  (+/- 180 meters Scaled)
 BY0065
 BY0065                          SUPERSEDED SURVEY CONTROL
 BY0065
 BY0065  NGVD 29 (??/??/92)   99.420  (m)          326.18   (f) ADJ UNCH    1 2
 BY0065
 BY0065.Superseded values are not recommended for survey control.
 BY0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0065.See file dsdata.txt to determine how the superseded data were derived.
 BY0065
 BY0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR885363(NAD 83)
 BY0065_MARKER: DB = BENCH MARK DISK
 BY0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0065_STAMPING: S 250 1952
 BY0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0065+STABILITY: SURFACE MOTION
 BY0065
 BY0065  HISTORY     - Date     Condition        Report By
 BY0065  HISTORY     - 1952     MONUMENTED       CGS
 BY0065  HISTORY     - 1958     GOOD             NGS
 BY0065  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0065  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0065
 BY0065                          STATION DESCRIPTION
 BY0065
 BY0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0065'0.45 MI W FROM PAXTON.
 BY0065'0.45 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT PAXTON,
 BY0065'0.35 MILE EAST OF BENCH MARK T 250, 191 FEET NORTHEAST OF THE
 BY0065'NORTHEAST CORNER OF THE EDGEFIELD SCHOOL, 55.6 FEET SOUTH OF THE
 BY0065'CENTER LINE OF THE HIGHWAY, 49 FEET EAST OF THE CENTER LINE OF THE
 BY0065'ENTRANCE DRIVEWAY TO THE SCHOOL, 7 FEET NORTH OF A 24 INCH PINE TREE,
 BY0065'14 FEET SOUTH OF A FENCE, 3 FEET EAST OF A FENCE, 3 FEET SOUTH OF A
 BY0065'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BY0065'FOOT ABOVE THE GROUND.  NOTE-- IT IS 4 FEET NORTHEAST OF A FENCE
 BY0065'CORNER.  THE EDGEFIELD SCHOOL HAS BEEN ABANDONED AND IS BEING
 BY0065'DISMANTLED.
 BY0065
 BY0065                          STATION RECOVERY (1958)
 BY0065
 BY0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BY0065'RECOVERED IN GOOD CONDITION.
 BY0065
 BY0065                          STATION RECOVERY (1979)
 BY0065
 BY0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0065'MARK NOT FOUND.
 BY0065
 BY0065                          STATION RECOVERY (1979)
 BY0065
 BY0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0065'DESCRIPTION NO LONGER ADEQUATE TO ISOLATE AREA IN WHICH TO LOOK FOR
 BY0065'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1066 ***********************************************************************
 BY1066  DESIGNATION -  S 251
 BY1066  PID         -  BY1066
 BY1066  STATE/COUNTY-  TX/NACOGDOCHES
 BY1066  USGS QUAD   -  REKLAW (1973)
 BY1066
 BY1066                         *CURRENT SURVEY CONTROL
 BY1066  ___________________________________________________________________
 BY1066* NAD 83(1986)-  31 49 06.     (N)    094 56 01.     (W)     SCALED    
 BY1066* NAVD 88     -        88.956  (meters)     291.85   (feet)  ADJUSTED  
 BY1066  ___________________________________________________________________
 BY1066  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY1066  DYNAMIC HT  -          88.849 (meters)     291.50  (feet)  COMP
 BY1066  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 BY1066
 BY1066  VERT ORDER  -  FIRST     CLASS II
 BY1066
 BY1066.The horizontal coordinates were scaled from a topographic map and have
 BY1066.an estimated accuracy of +/- 6 seconds.
 BY1066
 BY1066.The orthometric height was determined by differential leveling
 BY1066.and adjusted by the National Geodetic Survey in June 1991..
 BY1066
 BY1066.The geoid height was determined by GEOID03.
 BY1066
 BY1066.The dynamic height is computed by dividing the NAVD 88
 BY1066.geopotential number by the normal gravity value computed on the
 BY1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1066.degrees latitude (g = 980.6199 gals.).
 BY1066
 BY1066.The modeled gravity was interpolated from observed gravity values.
 BY1066
 BY1066;                    North         East    Units  Estimated Accuracy
 BY1066;SPC TX C     - 3,250,940.    1,211,030.      MT  (+/- 180 meters Scaled)
 BY1066
 BY1066                          SUPERSEDED SURVEY CONTROL
 BY1066
 BY1066  NGVD 29 (??/??/92)   88.986  (m)          291.95   (f) ADJ UNCH    1 2
 BY1066
 BY1066.Superseded values are not recommended for survey control.
 BY1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1066.See file dsdata.txt to determine how the superseded data were derived.
 BY1066
 BY1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR169219(NAD 83)
 BY1066_MARKER: DB = BENCH MARK DISK
 BY1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1066_STAMPING: S 251 1952
 BY1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1066+STABILITY: SURFACE MOTION
 BY1066
 BY1066  HISTORY     - Date     Condition        Report By
 BY1066  HISTORY     - 1952     MONUMENTED       CGS
 BY1066  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1066
 BY1066                          STATION DESCRIPTION
 BY1066
 BY1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1066'4.7 MI SE FROM REKLAW.
 BY1066'4.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1066'STATION AT REKLAW, 1/2 POLE WEST AND ACROSS THE TRACK FROM MILEPOST
 BY1066'178, AT THE EAST END OF A CUT, 47 FEET NORTH OF THE NORTH RAIL, 2 FEET
 BY1066'SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BY1066'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1066
 BY1066                          STATION RECOVERY (1998)
 BY1066
 BY1066'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1304 ***********************************************************************
 BY1304  DESIGNATION -  S 252
 BY1304  PID         -  BY1304
 BY1304  STATE/COUNTY-  TX/CHEROKEE
 BY1304  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1304
 BY1304                         *CURRENT SURVEY CONTROL
 BY1304  ___________________________________________________________________
 BY1304* NAD 83(1986)-  31 53 14.     (N)    095 08 52.     (W)     SCALED    
 BY1304* NAVD 88     -       129.802  (meters)     425.86   (feet)  ADJUSTED  
 BY1304  ___________________________________________________________________
 BY1304  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY1304  DYNAMIC HT  -         129.646 (meters)     425.35  (feet)  COMP
 BY1304  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 BY1304
 BY1304  VERT ORDER  -  FIRST     CLASS II
 BY1304
 BY1304.The horizontal coordinates were scaled from a topographic map and have
 BY1304.an estimated accuracy of +/- 6 seconds.
 BY1304
 BY1304.The orthometric height was determined by differential leveling
 BY1304.and adjusted by the National Geodetic Survey in June 1991..
 BY1304
 BY1304.The geoid height was determined by GEOID03.
 BY1304
 BY1304.The dynamic height is computed by dividing the NAVD 88
 BY1304.geopotential number by the normal gravity value computed on the
 BY1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1304.degrees latitude (g = 980.6199 gals.).
 BY1304
 BY1304.The modeled gravity was interpolated from observed gravity values.
 BY1304
 BY1304;                    North         East    Units  Estimated Accuracy
 BY1304;SPC TX C     - 3,257,600.    1,190,420.      MT  (+/- 180 meters Scaled)
 BY1304
 BY1304                          SUPERSEDED SURVEY CONTROL
 BY1304
 BY1304  NGVD 29 (??/??/92)  129.842  (m)          425.99   (f) ADJ UNCH    1 2
 BY1304
 BY1304.Superseded values are not recommended for survey control.
 BY1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1304.See file dsdata.txt to determine how the superseded data were derived.
 BY1304
 BY1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR968299(NAD 83)
 BY1304_MARKER: DB = BENCH MARK DISK
 BY1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1304_SP_SET: BUILDING
 BY1304_STAMPING: S 252 1952
 BY1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1304
 BY1304  HISTORY     - Date     Condition        Report By
 BY1304  HISTORY     - 1952     MONUMENTED       CGS
 BY1304  HISTORY     - 1980     GOOD             NGS
 BY1304  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1304  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 BY1304  HISTORY     - 20050710 MARK NOT FOUND   USPSQD
 BY1304
 BY1304                          STATION DESCRIPTION
 BY1304
 BY1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1304'0.55 MI S FROM GALLATIN.
 BY1304'0.55 MILE SOUTH ALONG FARM ROAD 854 FROM THE POST OFFICE AT GALLATIN,
 BY1304'SET VERTICALLY IN THE EAST STONE WALL OF THE HIGH SCHOOL AUDITORIUM,
 BY1304'1.8 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 3 FEET ABOVE
 BY1304'THE GROUND.
 BY1304
 BY1304                          STATION RECOVERY (1980)
 BY1304
 BY1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1304'RECOVERED IN GOOD CONDITION.
 BY1304
 BY1304                          STATION RECOVERY (1996)
 BY1304
 BY1304'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1304'MARK NOT FOUND.
 BY1304
 BY1304                          STATION RECOVERY (2004)
 BY1304
 BY1304'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY1304'SCHOOL DEMOLISHED SEVERAL YEARS AGO ACCORDING TO HOME OWNER ACROSS THE
 BY1304'STREET.
 BY1304
 BY1304                          STATION RECOVERY (2005)
 BY1304
 BY1304'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0289 ***********************************************************************
 GK0289  DESIGNATION -  S 253
 GK0289  PID         -  GK0289
 GK0289  STATE/COUNTY-  TX/HANSFORD
 GK0289  USGS QUAD   -  HANNAS DRAW EAST (1974)
 GK0289
 GK0289                         *CURRENT SURVEY CONTROL
 GK0289  ___________________________________________________________________
 GK0289* NAD 83(1986)-  36 14 30.     (N)    101 25 14.     (W)     SCALED    
 GK0289* NAVD 88     -       967.957  (meters)    3175.71   (feet)  ADJUSTED  
 GK0289  ___________________________________________________________________
 GK0289  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0289  DYNAMIC HT  -         966.908 (meters)    3172.26  (feet)  COMP
 GK0289  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 GK0289
 GK0289  VERT ORDER  -  SECOND    CLASS 0
 GK0289
 GK0289.The horizontal coordinates were scaled from a topographic map and have
 GK0289.an estimated accuracy of +/- 6 seconds.
 GK0289
 GK0289.The orthometric height was determined by differential leveling
 GK0289.and adjusted by the National Geodetic Survey in June 1991..
 GK0289
 GK0289.The geoid height was determined by GEOID03.
 GK0289
 GK0289.The dynamic height is computed by dividing the NAVD 88
 GK0289.geopotential number by the normal gravity value computed on the
 GK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0289.degrees latitude (g = 980.6199 gals.).
 GK0289
 GK0289.The modeled gravity was interpolated from observed gravity values.
 GK0289
 GK0289;                    North         East    Units  Estimated Accuracy
 GK0289;SPC TX N     - 1,248,700.      207,140.      MT  (+/- 180 meters Scaled)
 GK0289
 GK0289                          SUPERSEDED SURVEY CONTROL
 GK0289
 GK0289  NGVD 29 (??/??/92)  967.503  (m)         3174.22   (f) ADJ UNCH    2 0
 GK0289
 GK0289.Superseded values are not recommended for survey control.
 GK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0289.See file dsdata.txt to determine how the superseded data were derived.
 GK0289
 GK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF824134(NAD 83)
 GK0289_MARKER: DB = BENCH MARK DISK
 GK0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0289_STAMPING: S-253 1934
 GK0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0289+STABILITY: SURFACE MOTION
 GK0289
 GK0289  HISTORY     - Date     Condition        Report By
 GK0289  HISTORY     - 1934     MONUMENTED       CGS
 GK0289  HISTORY     - 1974     MARK NOT FOUND   USGS
 GK0289
 GK0289                          STATION DESCRIPTION
 GK0289
 GK0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0289'1.6 MI S FROM GRUVER.
 GK0289'1.6 MILES SOUTH OF C. RI. AND G RR. STATION AT GRUVER 48 FEET
 GK0289'NORTHWEST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY
 GK0289'TRACK. 3 FEET SOUTHEAST OF FENCE LINE. 3 POLES NORTHEAST OF AND ON
 GK0289'OPPOSITE SIDE OF TRACK OF MILEPOLE 89.
 GK0289
 GK0289                          STATION RECOVERY (1974)
 GK0289
 GK0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GK0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0480 ***********************************************************************
 GK0480  DESIGNATION -  S 254 RESET 1952
 GK0480  PID         -  GK0480
 GK0480  STATE/COUNTY-  TX/HANSFORD
 GK0480  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0480
 GK0480                         *CURRENT SURVEY CONTROL
 GK0480  ___________________________________________________________________
 GK0480* NAD 83(1986)-  36 17 05.     (N)    101 33 01.     (W)     SCALED    
 GK0480* NAVD 88     -      1013.291  (meters)    3324.44   (feet)  ADJUSTED  
 GK0480  ___________________________________________________________________
 GK0480  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GK0480  DYNAMIC HT  -        1012.185 (meters)    3320.81  (feet)  COMP
 GK0480  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 GK0480
 GK0480  VERT ORDER  -  SECOND    CLASS 0
 GK0480
 GK0480.The horizontal coordinates were scaled from a topographic map and have
 GK0480.an estimated accuracy of +/- 6 seconds.
 GK0480
 GK0480.The orthometric height was determined by differential leveling
 GK0480.and adjusted by the National Geodetic Survey in June 1991..
 GK0480
 GK0480.The geoid height was determined by GEOID03.
 GK0480
 GK0480.The dynamic height is computed by dividing the NAVD 88
 GK0480.geopotential number by the normal gravity value computed on the
 GK0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0480.degrees latitude (g = 980.6199 gals.).
 GK0480
 GK0480.The modeled gravity was interpolated from observed gravity values.
 GK0480
 GK0480;                    North         East    Units  Estimated Accuracy
 GK0480;SPC TX N     - 1,253,470.      195,480.      MT  (+/- 180 meters Scaled)
 GK0480
 GK0480                          SUPERSEDED SURVEY CONTROL
 GK0480
 GK0480  NGVD 29 (??/??/92) 1012.824  (m)         3322.91   (f) ADJ UNCH    2 0
 GK0480
 GK0480.Superseded values are not recommended for survey control.
 GK0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0480.See file dsdata.txt to determine how the superseded data were derived.
 GK0480
 GK0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF709185(NAD 83)
 GK0480_MARKER: DB = BENCH MARK DISK
 GK0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0480_STAMPING: S 254 1934 RESET 1952
 GK0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0480+STABILITY: SURFACE MOTION
 GK0480
 GK0480  HISTORY     - Date     Condition        Report By
 GK0480  HISTORY     - 1952     MONUMENTED       CGS
 GK0480
 GK0480                          STATION DESCRIPTION
 GK0480
 GK0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0480'9.35 MI NW FROM GRUVER.
 GK0480'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0480'THENCE 6.0 MILES WEST ALONG FARM ROAD 289, THENCE 1.0 MILE NORTH ALONG
 GK0480'FARM ROAD 1262, THENCE 2.0 MILES WEST ALONG A GRADED DIRT ROAD, 127
 GK0480'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 30 FEET WEST
 GK0480'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 124 FEET SOUTH OF A
 GK0480'POWER POLE, 1.8 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 GK0480'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 GK0480'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0123 ***********************************************************************
 GK0123  DESIGNATION -  S 255
 GK0123  PID         -  GK0123
 GK0123  STATE/COUNTY-  TX/OCHILTREE
 GK0123  USGS QUAD   -  HUNTOON (1973)
 GK0123
 GK0123                         *CURRENT SURVEY CONTROL
 GK0123  ___________________________________________________________________
 GK0123* NAD 83(1986)-  36 27 22.     (N)    100 39 35.     (W)     SCALED    
 GK0123* NAVD 88     -       879.566  (meters)    2885.71   (feet)  ADJUSTED  
 GK0123  ___________________________________________________________________
 GK0123  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 GK0123  DYNAMIC HT  -         878.655 (meters)    2882.72  (feet)  COMP
 GK0123  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 GK0123
 GK0123  VERT ORDER  -  SECOND    CLASS 0
 GK0123
 GK0123.The horizontal coordinates were scaled from a topographic map and have
 GK0123.an estimated accuracy of +/- 6 seconds.
 GK0123
 GK0123.The orthometric height was determined by differential leveling
 GK0123.and adjusted by the National Geodetic Survey in June 1991..
 GK0123
 GK0123.The geoid height was determined by GEOID03.
 GK0123
 GK0123.The dynamic height is computed by dividing the NAVD 88
 GK0123.geopotential number by the normal gravity value computed on the
 GK0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0123.degrees latitude (g = 980.6199 gals.).
 GK0123
 GK0123.The modeled gravity was interpolated from observed gravity values.
 GK0123
 GK0123;                    North         East    Units  Estimated Accuracy
 GK0123;SPC TX N     - 1,272,810.      275,330.      MT  (+/- 180 meters Scaled)
 GK0123
 GK0123                          SUPERSEDED SURVEY CONTROL
 GK0123
 GK0123  NGVD 29 (??/??/92)  879.197  (m)         2884.50   (f) ADJ UNCH    2 0
 GK0123
 GK0123.Superseded values are not recommended for survey control.
 GK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0123.See file dsdata.txt to determine how the superseded data were derived.
 GK0123
 GK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF512358(NAD 83)
 GK0123_MARKER: DB = BENCH MARK DISK
 GK0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0123_STAMPING: S-255 1934
 GK0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0123+STABILITY: SURFACE MOTION
 GK0123
 GK0123  HISTORY     - Date     Condition        Report By
 GK0123  HISTORY     - 1934     MONUMENTED       CGS
 GK0123
 GK0123                          STATION DESCRIPTION
 GK0123
 GK0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0123'6.9 MI W FROM BOOKER.
 GK0123'6.9 MILES WEST OF BOOKER P. AND SF. RR. STATION 335 FEET WEST OF
 GK0123'SECTION LINE ROAD CROSSING TRACK, 105 FEET SOUTHEAST OF MILEPOST 49,
 GK0123'54 FEET SOUTH OF NEAREST RAIL OF PANHANDLE AND SANTA FE RAILROAD
 GK0123'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0617 ***********************************************************************
 FL0617  DESIGNATION -  S 256
 FL0617  PID         -  FL0617
 FL0617  STATE/COUNTY-  TX/ROBERTS
 FL0617  USGS QUAD   -  MIAMI (1972)
 FL0617
 FL0617                         *CURRENT SURVEY CONTROL
 FL0617  ___________________________________________________________________
 FL0617* NAD 83(1986)-  35 41 28.     (N)    100 38 24.     (W)     SCALED    
 FL0617* NAVD 88     -       839.040  (meters)    2752.75   (feet)  ADJUSTED  
 FL0617  ___________________________________________________________________
 FL0617  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FL0617  DYNAMIC HT  -         838.113 (meters)    2749.71  (feet)  COMP
 FL0617  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 FL0617
 FL0617  VERT ORDER  -  SECOND    CLASS 0
 FL0617
 FL0617.The horizontal coordinates were scaled from a topographic map and have
 FL0617.an estimated accuracy of +/- 6 seconds.
 FL0617
 FL0617.The orthometric height was determined by differential leveling
 FL0617.and adjusted by the National Geodetic Survey in June 1991..
 FL0617
 FL0617.The geoid height was determined by GEOID03.
 FL0617
 FL0617.The dynamic height is computed by dividing the NAVD 88
 FL0617.geopotential number by the normal gravity value computed on the
 FL0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0617.degrees latitude (g = 980.6199 gals.).
 FL0617
 FL0617.The modeled gravity was interpolated from observed gravity values.
 FL0617
 FL0617;                    North         East    Units  Estimated Accuracy
 FL0617;SPC TX N     - 1,187,950.      277,840.      MT  (+/- 180 meters Scaled)
 FL0617
 FL0617                          SUPERSEDED SURVEY CONTROL
 FL0617
 FL0617  NGVD 29 (??/??/92)  838.654  (m)         2751.48   (f) ADJ UNCH    2 0
 FL0617
 FL0617.Superseded values are not recommended for survey control.
 FL0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0617.See file dsdata.txt to determine how the superseded data were derived.
 FL0617
 FL0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE516509(NAD 83)
 FL0617_MARKER: DB = BENCH MARK DISK
 FL0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0617_SP_SET: CONCRETE BASE
 FL0617_STAMPING: S-256 1934
 FL0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0617
 FL0617  HISTORY     - Date     Condition        Report By
 FL0617  HISTORY     - 1934     MONUMENTED       CGS
 FL0617  HISTORY     - 1935     GOOD             NGS
 FL0617
 FL0617                          STATION DESCRIPTION
 FL0617
 FL0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0617'IN MIAMA.
 FL0617'181 FEET SOUTHWEST OF PANHANDLE AND SANTA FE RAILWAY STATION.  148
 FL0617'FEET NORTHEAST OF BLOCK SIGNAL 4771.  SET ON NORTHEAST CORNER OF BASE
 FL0617'OF RAILWAY WATER CRANE.
 FL0617
 FL0617                          STATION RECOVERY (1935)
 FL0617
 FL0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0020 ***********************************************************************
 BZ0020  DESIGNATION -  S 257
 BZ0020  PID         -  BZ0020
 BZ0020  STATE/COUNTY-  TX/LIMESTONE
 BZ0020  USGS QUAD   -  TEAGUE SOUTH (1982)
 BZ0020
 BZ0020                         *CURRENT SURVEY CONTROL
 BZ0020  ___________________________________________________________________
 BZ0020* NAD 83(1986)-  31 32 45.     (N)    096 22 19.     (W)     SCALED    
 BZ0020* NAVD 88     -       147.435  (meters)     483.71   (feet)  ADJUSTED  
 BZ0020  ___________________________________________________________________
 BZ0020  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0020  DYNAMIC HT  -         147.258 (meters)     483.13  (feet)  COMP
 BZ0020  MODELED GRAV-     979,431.6   (mgal)                       NAVD 88
 BZ0020
 BZ0020  VERT ORDER  -  FIRST     CLASS II
 BZ0020
 BZ0020.The horizontal coordinates were scaled from a topographic map and have
 BZ0020.an estimated accuracy of +/- 6 seconds.
 BZ0020
 BZ0020.The orthometric height was determined by differential leveling
 BZ0020.and adjusted by the National Geodetic Survey in June 1991..
 BZ0020
 BZ0020.The geoid height was determined by GEOID03.
 BZ0020
 BZ0020.The dynamic height is computed by dividing the NAVD 88
 BZ0020.geopotential number by the normal gravity value computed on the
 BZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0020.degrees latitude (g = 980.6199 gals.).
 BZ0020
 BZ0020.The modeled gravity was interpolated from observed gravity values.
 BZ0020
 BZ0020;                    North         East    Units  Estimated Accuracy
 BZ0020;SPC TX C     - 3,215,020.    1,076,050.      MT  (+/- 180 meters Scaled)
 BZ0020
 BZ0020                          SUPERSEDED SURVEY CONTROL
 BZ0020
 BZ0020  NGVD 29 (??/??/92)  147.407  (m)          483.62   (f) ADJ UNCH    1 2
 BZ0020
 BZ0020.Superseded values are not recommended for survey control.
 BZ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0020.See file dsdata.txt to determine how the superseded data were derived.
 BZ0020
 BZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV494930(NAD 83)
 BZ0020_MARKER: DB = BENCH MARK DISK
 BZ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0020_STAMPING: S 257 1952
 BZ0020_PROJECTION: PROJECTING 8 CENTIMETERS
 BZ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0020+STABILITY: SURFACE MOTION
 BZ0020
 BZ0020  HISTORY     - Date     Condition        Report By
 BZ0020  HISTORY     - 1952     MONUMENTED       CGS
 BZ0020  HISTORY     - 1980     GOOD             NGS
 BZ0020
 BZ0020                          STATION DESCRIPTION
 BZ0020
 BZ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0020'3.6 MI NW FROM PERSONVILLE.
 BZ0020'3.6 MILES NORTHWEST ALONG FARM ROAD 39 FROM ITS INTERSECTION WITH
 BZ0020'STATE HIGHWAY 164 AT PERSONVILLE, 66 FEET NORTHEAST OF THE CENTER LINE
 BZ0020'OF THE FARM ROAD, 46 FEET SOUTHWEST OF A 14 INCH TRIANGULAR BLAZED OAK
 BZ0020'TREE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BZ0020'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0020
 BZ0020                          STATION RECOVERY (1980)
 BZ0020
 BZ0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0020'5.8 KM. (3.6 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0020'STATE HIGHWAY 164 IN PERSONVILLE, IN A CLEARING, AT A DIRT ROAD
 BZ0020'LEADING SOUTHWEST TO GETTY OIL COMPANY PROPERTY, 20.1 M. (66.0 FT.)
 BZ0020'NORTHEAST OF THE CENTERLINE OF THE FARM ROAD, 20.1 M. (66.0 FT.)
 BZ0020'SOUTHEAST OF THE EXTENDED CENTERLINE OF THE DIRT ROAD, 50.3 M.
 BZ0020'(165 FT.) NORTHWEST OF AN UNDERGROUND PIPELINE AT A GAGING STATION,
 BZ0020'13.1 M. (43.0 FT.) SOUTHWEST OF A FENCE.
 BZ0020'THE MARK IS 0.6 METERS  NNW FROM A WITNESS POST.
 BZ0020'THE MARK IS 0.6 M ABOVE FARM ROAD 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0547 ***********************************************************************
 BZ0547  DESIGNATION -  S 258
 BZ0547  PID         -  BZ0547
 BZ0547  STATE/COUNTY-  TX/HILL
 BZ0547  USGS QUAD   -  MALONE (1978)
 BZ0547
 BZ0547                         *CURRENT SURVEY CONTROL
 BZ0547  ___________________________________________________________________
 BZ0547* NAD 83(1986)-  31 57 23.     (N)    096 59 15.     (W)     SCALED    
 BZ0547* NAVD 88     -       183.177  (meters)     600.97   (feet)  ADJUSTED  
 BZ0547  ___________________________________________________________________
 BZ0547  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BZ0547  DYNAMIC HT  -         182.953 (meters)     600.24  (feet)  COMP
 BZ0547  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 BZ0547
 BZ0547  VERT ORDER  -  FIRST     CLASS II
 BZ0547
 BZ0547.The horizontal coordinates were scaled from a topographic map and have
 BZ0547.an estimated accuracy of +/- 6 seconds.
 BZ0547
 BZ0547.The orthometric height was determined by differential leveling
 BZ0547.and adjusted by the National Geodetic Survey in June 1991..
 BZ0547.WARNING-Repeat measurements at this control monument indicate possible
 BZ0547.vertical movement.
 BZ0547
 BZ0547.The geoid height was determined by GEOID03.
 BZ0547
 BZ0547.The dynamic height is computed by dividing the NAVD 88
 BZ0547.geopotential number by the normal gravity value computed on the
 BZ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0547.degrees latitude (g = 980.6199 gals.).
 BZ0547
 BZ0547.The modeled gravity was interpolated from observed gravity values.
 BZ0547
 BZ0547;                    North         East    Units  Estimated Accuracy
 BZ0547;SPC TXNC     - 2,033,160.      742,990.      MT  (+/- 180 meters Scaled)
 BZ0547
 BZ0547                          SUPERSEDED SURVEY CONTROL
 BZ0547
 BZ0547  NGVD 29 (??/??/92)  183.152  (m)          600.89   (f) ADJ UNCH    1 2
 BZ0547
 BZ0547.Superseded values are not recommended for survey control.
 BZ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0547.See file dsdata.txt to determine how the superseded data were derived.
 BZ0547
 BZ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA901373(NAD 83)
 BZ0547_MARKER: DB = BENCH MARK DISK
 BZ0547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0547_SP_SET: CULVERT
 BZ0547_STAMPING: S 258 1952
 BZ0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0547
 BZ0547  HISTORY     - Date     Condition        Report By
 BZ0547  HISTORY     - 1952     MONUMENTED       CGS
 BZ0547  HISTORY     - 1980     GOOD             NGS
 BZ0547  HISTORY     - 19950408 GOOD             USPSQD
 BZ0547  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0547
 BZ0547                          STATION DESCRIPTION
 BZ0547
 BZ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0547'1.05 MI SE FROM BYNUM.
 BZ0547'1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 BZ0547'BYNUM, 31 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 BZ0547'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF
 BZ0547'THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
 BZ0547
 BZ0547                          STATION RECOVERY (1980)
 BZ0547
 BZ0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0547'9.9 KM. (6.15 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0547'OF FARM ROAD 308 IN MALONE, ALSO 1.7 KM. (1.05 MI.) SOUTHEAST ALONG
 BZ0547'STATE HIGHWAY 171 FROM THE HIGH SCHOOL IN BYNUM, IN THE NORTHWEST END
 BZ0547'OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 BZ0547'9.4 M. (31.0 FT.) NORTHEAST OF OF THE CENTERLINE OF THE HIGHWAY.
 BZ0547'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BZ0547'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BZ0547
 BZ0547                          STATION RECOVERY (1995)
 BZ0547
 BZ0547'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0547'RECOVERED IN GOOD CONDITION.
 BZ0547
 BZ0547                          STATION RECOVERY (2003)
 BZ0547
 BZ0547'RECOVERY NOTE BY US POWER SQUADRON 2003 (KW)
 BZ0547'THE ROAD HAS BEEN WIDEND, MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0554 ***********************************************************************
 GK0554  DESIGNATION -  S 259
 GK0554  PID         -  GK0554
 GK0554  STATE/COUNTY-  TX/SHERMAN
 GK0554  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0554
 GK0554                         *CURRENT SURVEY CONTROL
 GK0554  ___________________________________________________________________
 GK0554* NAD 83(1986)-  36 08 23.     (N)    101 58 21.     (W)     SCALED    
 GK0554* NAVD 88     -      1094.493  (meters)    3590.85   (feet)  ADJUSTED  
 GK0554  ___________________________________________________________________
 GK0554  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 GK0554  DYNAMIC HT  -        1093.262 (meters)    3586.81  (feet)  COMP
 GK0554  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 GK0554
 GK0554  VERT ORDER  -  SECOND    CLASS 0
 GK0554
 GK0554.The horizontal coordinates were scaled from a topographic map and have
 GK0554.an estimated accuracy of +/- 6 seconds.
 GK0554
 GK0554.The orthometric height was determined by differential leveling
 GK0554.and adjusted by the National Geodetic Survey in June 1991..
 GK0554
 GK0554.The geoid height was determined by GEOID03.
 GK0554
 GK0554.The dynamic height is computed by dividing the NAVD 88
 GK0554.geopotential number by the normal gravity value computed on the
 GK0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0554.degrees latitude (g = 980.6199 gals.).
 GK0554
 GK0554.The modeled gravity was interpolated from observed gravity values.
 GK0554
 GK0554;                    North         East    Units  Estimated Accuracy
 GK0554;SPC TX N     - 1,237,480.      157,470.      MT  (+/- 180 meters Scaled)
 GK0554
 GK0554                          SUPERSEDED SURVEY CONTROL
 GK0554
 GK0554  NGVD 29 (??/??/92) 1093.979  (m)         3589.16   (f) ADJ UNCH    2 0
 GK0554
 GK0554.Superseded values are not recommended for survey control.
 GK0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0554.See file dsdata.txt to determine how the superseded data were derived.
 GK0554
 GK0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF325035(NAD 83)
 GK0554_MARKER: DB = BENCH MARK DISK
 GK0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0554_STAMPING: S 259 1952
 GK0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0554+STABILITY: SURFACE MOTION
 GK0554
 GK0554  HISTORY     - Date     Condition        Report By
 GK0554  HISTORY     - 1952     MONUMENTED       CGS
 GK0554
 GK0554                          STATION DESCRIPTION
 GK0554
 GK0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0554'10.7 MI NE FROM ETTER.
 GK0554'7.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT ETTER,
 GK0554'THENCE 2.9 MILES EAST ALONG A NEW FARM TO MARKET ROAD, 50 FEET NORTH
 GK0554'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 21 FEET WEST OF THE
 GK0554'CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 2.4 FEET WEST OF A FENCE
 GK0554'CORNER, 1.2 FEET SOUTH OF A FENCE, 1.9 FEET EAST OF A WITNESS POST,
 GK0554'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GK0554'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0131 ***********************************************************************
 BP0131  DESIGNATION -  S 26
 BP0131  PID         -  BP0131
 BP0131  STATE/COUNTY-  TX/BREWSTER
 BP0131  USGS QUAD   -  FRESNO CREEK (1968)
 BP0131
 BP0131                         *CURRENT SURVEY CONTROL
 BP0131  ___________________________________________________________________
 BP0131* NAD 83(1986)-  30 07 23.     (N)    102 43 08.     (W)     SCALED    
 BP0131* NAVD 88     -      1090.096  (meters)    3576.42   (feet)  ADJUSTED  
 BP0131  ___________________________________________________________________
 BP0131  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 BP0131  DYNAMIC HT  -        1088.360 (meters)    3570.73  (feet)  COMP
 BP0131  MODELED GRAV-     979,011.5   (mgal)                       NAVD 88
 BP0131
 BP0131  VERT ORDER  -  FIRST     CLASS II
 BP0131
 BP0131.The horizontal coordinates were scaled from a topographic map and have
 BP0131.an estimated accuracy of +/- 6 seconds.
 BP0131
 BP0131.The orthometric height was determined by differential leveling
 BP0131.and adjusted by the National Geodetic Survey in June 1991..
 BP0131
 BP0131.The geoid height was determined by GEOID03.
 BP0131
 BP0131.The dynamic height is computed by dividing the NAVD 88
 BP0131.geopotential number by the normal gravity value computed on the
 BP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0131.degrees latitude (g = 980.6199 gals.).
 BP0131
 BP0131.The modeled gravity was interpolated from observed gravity values.
 BP0131
 BP0131;                    North         East    Units  Estimated Accuracy
 BP0131;SPC TXSC     - 4,259,470.      241,700.      MT  (+/- 180 meters Scaled)
 BP0131
 BP0131                          SUPERSEDED SURVEY CONTROL
 BP0131
 BP0131  NGVD 29 (??/??/92) 1089.772  (m)         3575.36   (f) ADJ UNCH    1 2
 BP0131
 BP0131.Superseded values are not recommended for survey control.
 BP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0131.See file dsdata.txt to determine how the superseded data were derived.
 BP0131
 BP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP197346(NAD 83)
 BP0131_MARKER: DB = BENCH MARK DISK
 BP0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0131_STAMPING: S 26 1917 ELEV. 3575.360 FT.
 BP0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0131+STABILITY: SURFACE MOTION
 BP0131
 BP0131  HISTORY     - Date     Condition        Report By
 BP0131  HISTORY     - 1917     MONUMENTED       CGS
 BP0131  HISTORY     - 1957     GOOD             NGS
 BP0131  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0131  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0131
 BP0131                          STATION DESCRIPTION
 BP0131
 BP0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0131'5.85 MI W FROM LONGFELLOW.
 BP0131'ABOUT 5.85 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0131'THE SECTION FOREMANS HOUSE AT LONGFELLOW, 44 1/2 FEET SOUTHEAST OF
 BP0131'MILEPOST 538, 93 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET
 BP0131'NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BP0131'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0131'CONCRETE POST PROJECTING 1 FOOT.
 BP0131
 BP0131                          STATION RECOVERY (1981)
 BP0131
 BP0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0131'MARK NOT FOUND.
 BP0131
 BP0131                          STATION RECOVERY (2001)
 BP0131
 BP0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0131'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0452 ***********************************************************************
 GK0452  DESIGNATION -  S 260
 GK0452  PID         -  GK0452
 GK0452  STATE/COUNTY-  TX/SHERMAN
 GK0452  USGS QUAD   -  STEVENS SE (1974)
 GK0452
 GK0452                         *CURRENT SURVEY CONTROL
 GK0452  ___________________________________________________________________
 GK0452* NAD 83(1986)-  36 19 40.     (N)    101 47 13.     (W)     SCALED    
 GK0452* NAVD 88     -      1064.646  (meters)    3492.93   (feet)  ADJUSTED  
 GK0452  ___________________________________________________________________
 GK0452  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 GK0452  DYNAMIC HT  -        1063.481 (meters)    3489.10  (feet)  COMP
 GK0452  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 GK0452
 GK0452  VERT ORDER  -  SECOND    CLASS 0
 GK0452
 GK0452.The horizontal coordinates were scaled from a topographic map and have
 GK0452.an estimated accuracy of +/- 6 seconds.
 GK0452
 GK0452.The orthometric height was determined by differential leveling
 GK0452.and adjusted by the National Geodetic Survey in June 1991..
 GK0452
 GK0452.The geoid height was determined by GEOID03.
 GK0452
 GK0452.The dynamic height is computed by dividing the NAVD 88
 GK0452.geopotential number by the normal gravity value computed on the
 GK0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0452.degrees latitude (g = 980.6199 gals.).
 GK0452
 GK0452.The modeled gravity was interpolated from observed gravity values.
 GK0452
 GK0452;                    North         East    Units  Estimated Accuracy
 GK0452;SPC TX N     - 1,258,290.      174,240.      MT  (+/- 180 meters Scaled)
 GK0452
 GK0452                          SUPERSEDED SURVEY CONTROL
 GK0452
 GK0452  NGVD 29 (??/??/92) 1064.178  (m)         3491.39   (f) ADJ UNCH    2 0
 GK0452
 GK0452.Superseded values are not recommended for survey control.
 GK0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0452.See file dsdata.txt to determine how the superseded data were derived.
 GK0452
 GK0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF498239(NAD 83)
 GK0452_MARKER: DB = BENCH MARK DISK
 GK0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0452_STAMPING: S 260 1952
 GK0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0452+STABILITY: SURFACE MOTION
 GK0452
 GK0452  HISTORY     - Date     Condition        Report By
 GK0452  HISTORY     - 1952     MONUMENTED       CGS
 GK0452
 GK0452                          STATION DESCRIPTION
 GK0452
 GK0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0452'16.1 MI E FROM STRATFORD.
 GK0452'16.1 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0452'PACIFIC RAILROAD STATION AT STRATFORD, 49 FEET SOUTH OF THE CENTER
 GK0452'LINE OF THE FARM ROAD, 57 FEET EAST OF THE CENTER OF A WIRE GATE AND
 GK0452'CENTER LINE OF A FIELD ROAD LEADING SOUTH, 70 FEET EAST OF A FENCE
 GK0452'LEADING SOUTH, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 GK0452'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 GK0452'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0494 ***********************************************************************
 CR0494  DESIGNATION -  S 26+00 R 0+00
 CR0494  PID         -  CR0494
 CR0494  STATE/COUNTY-  TX/SMITH
 CR0494  USGS QUAD   -  CHANDLER (1973)
 CR0494
 CR0494                         *CURRENT SURVEY CONTROL
 CR0494  ___________________________________________________________________
 CR0494* NAD 83(1986)-  32 21 21.     (N)    095 23 54.     (W)     SCALED    
 CR0494* NAVD 88     -       164.127  (meters)     538.47   (feet)  ADJUSTED  
 CR0494  ___________________________________________________________________
 CR0494  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0494  DYNAMIC HT  -         163.935 (meters)     537.84  (feet)  COMP
 CR0494  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 CR0494
 CR0494  VERT ORDER  -  SECOND    CLASS 0
 CR0494
 CR0494.This mark is at Tyler Pounds Fld (TYR) Airport (TYR)
 CR0494
 CR0494.The horizontal coordinates were scaled from a topographic map and have
 CR0494.an estimated accuracy of +/- 6 seconds.
 CR0494
 CR0494.The orthometric height was determined by differential leveling
 CR0494.and adjusted by the National Geodetic Survey in June 1991..
 CR0494
 CR0494.The geoid height was determined by GEOID03.
 CR0494
 CR0494.The dynamic height is computed by dividing the NAVD 88
 CR0494.geopotential number by the normal gravity value computed on the
 CR0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0494.degrees latitude (g = 980.6199 gals.).
 CR0494
 CR0494.The modeled gravity was interpolated from observed gravity values.
 CR0494
 CR0494;                    North         East    Units  Estimated Accuracy
 CR0494;SPC TXNC     - 2,080,730.      891,890.      MT  (+/- 180 meters Scaled)
 CR0494
 CR0494                          SUPERSEDED SURVEY CONTROL
 CR0494
 CR0494  NGVD 29 (??/??/92)  164.151  (m)          538.55   (f) ADJ UNCH    2 0
 CR0494
 CR0494.Superseded values are not recommended for survey control.
 CR0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0494.See file dsdata.txt to determine how the superseded data were derived.
 CR0494
 CR0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR743824(NAD 83)
 CR0494_MARKER: DB = BENCH MARK DISK
 CR0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0494_STAMPING: S-26+00 R-0+00 EL.538.36
 CR0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0494+STABILITY: SURFACE MOTION
 CR0494
 CR0494  HISTORY     - Date     Condition        Report By
 CR0494  HISTORY     - UNK      MONUMENTED       DOD
 CR0494  HISTORY     - 1945     GOOD             NGS
 CR0494  HISTORY     - 1955     GOOD             NGS
 CR0494
 CR0494                          STATION DESCRIPTION
 CR0494
 CR0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CR0494'5.3 MI W FROM TYLER.
 CR0494'AT POUNDS FIELD, ABOUT 0.2 MILE SOUTHEAST OF THE CONTROL TOWER AT THE
 CR0494'NORTHEAST CORNER OF INTERSECTION OF RUNWAYS, 107.0 FEET NORTHEAST OF
 CR0494'THE CENTER LINE OF NORTHWEST SOUTHEAST RUNWAY, 106.0 FEET SOUTHEAST OF
 CR0494'THE CENTER LINE OF THE NORTHEAST SOUTHWEST RUNWAY.  AN IRON CAP
 CR0494'STAMPED S-26+00 R-0+00 EL.538.36 SET IN THE TOP OF A CONCRETE POST
 CR0494'FLUSH WITH GROUND.
 CR0494
 CR0494                          STATION RECOVERY (1955)
 CR0494
 CR0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CR0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0583 ***********************************************************************
 CT0583  DESIGNATION -  S 261
 CT0583  PID         -  CT0583
 CT0583  STATE/COUNTY-  TX/TAYLOR
 CT0583  USGS QUAD   -  ABILENE EAST (1987)
 CT0583
 CT0583                         *CURRENT SURVEY CONTROL
 CT0583  ___________________________________________________________________
 CT0583* NAD 83(1986)-  32 28 16.     (N)    099 43 29.     (W)     SCALED    
 CT0583* NAVD 88     -       510.822  (meters)    1675.92   (feet)  ADJUSTED  
 CT0583  ___________________________________________________________________
 CT0583  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CT0583  DYNAMIC HT  -         510.161 (meters)    1673.75  (feet)  COMP
 CT0583  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 CT0583
 CT0583  VERT ORDER  -  SECOND    CLASS 0
 CT0583
 CT0583.The horizontal coordinates were scaled from a topographic map and have
 CT0583.an estimated accuracy of +/- 6 seconds.
 CT0583
 CT0583.The orthometric height was determined by differential leveling
 CT0583.and adjusted by the National Geodetic Survey in June 1991..
 CT0583
 CT0583.The geoid height was determined by GEOID03.
 CT0583
 CT0583.The dynamic height is computed by dividing the NAVD 88
 CT0583.geopotential number by the normal gravity value computed on the
 CT0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0583.degrees latitude (g = 980.6199 gals.).
 CT0583
 CT0583.The modeled gravity was interpolated from observed gravity values.
 CT0583
 CT0583;                    North         East    Units  Estimated Accuracy
 CT0583;SPC TXNC     - 2,089,880.      484,880.      MT  (+/- 180 meters Scaled)
 CT0583
 CT0583                          SUPERSEDED SURVEY CONTROL
 CT0583
 CT0583  NGVD 29 (??/??/92)  510.668  (m)         1675.42   (f) ADJ UNCH    2 0
 CT0583
 CT0583.Superseded values are not recommended for survey control.
 CT0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0583.See file dsdata.txt to determine how the superseded data were derived.
 CT0583
 CT0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA318928(NAD 83)
 CT0583_MARKER: DB = BENCH MARK DISK
 CT0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0583_STAMPING: S 261 1934
 CT0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0583+STABILITY: SURFACE MOTION
 CT0583
 CT0583  HISTORY     - Date     Condition        Report By
 CT0583  HISTORY     - 1934     MONUMENTED       CGS
 CT0583  HISTORY     - 1958     GOOD             NGS
 CT0583  HISTORY     - 1982     GOOD             NGS
 CT0583  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 CT0583  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0583
 CT0583                          STATION DESCRIPTION
 CT0583
 CT0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0583'2.3 MI NE FROM ABILENE.
 CT0583'2.3 MILES NORTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION
 CT0583'AT ABILENE, TAYLOR COUNTY, 57 YARDS NORTHWEST OF MILEPOST 149, 57
 CT0583'YARDS SOUTH OF A ROAD CROSSING, AND 36 FEET WEST OF THE CENTERLINE OF
 CT0583'THE TRACK.  A STANDARD DISK, STAMPED S 261 1934 AND SET IN THE TOP OF
 CT0583'A CONCRETE POST.  NOTE-- MARK RECOVERED SOUTHWEST OF A ROAD CROSSING
 CT0583'WHICH LEADS TO THE ABILENE CITY SHOPS, 42.5 FEET NORTHWEST OF THE
 CT0583'NORTH ONE OF TWO SWITCHES AND 20 FEET NORTH-NORTHEAST OF A POWER POLE
 CT0583'WITH A STREET LIGHT ON THE WEST SIDE.
 CT0583
 CT0583                          STATION RECOVERY (1982)
 CT0583
 CT0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0583'1.0 KM (0.65 MI) EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0583'RAILROAD STATION IN ABILENE THENCE 2.6 KM (1.6 MI) NORTH ALONG THE
 CT0583'SOUTHERN PACIFIC RAILROAD, 56.7 M (186.0 FT) S OF THE CENTER OF THE
 CT0583'CROSSING OF A GRAVELED STREET, 40.2 M (132.0 FT) NW OF MILEPOST 149,
 CT0583'11.1 M (36.5 FT) E OF THE CENTER OF A GRAVELED ROAD, AND 11.0 M (36.0
 CT0583'FT) W OF THE NEAR RAIL.
 CT0583
 CT0583                          STATION RECOVERY (1994)
 CT0583
 CT0583'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0583'MARK NOT FOUND.
 CT0583
 CT0583                          STATION RECOVERY (2001)
 CT0583
 CT0583'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0314 ***********************************************************************
 DN0314  DESIGNATION -  S 263
 DN0314  PID         -  DN0314
 DN0314  STATE/COUNTY-  TX/GRAYSON
 DN0314  USGS QUAD   -  GUNTER (1974)
 DN0314
 DN0314                         *CURRENT SURVEY CONTROL
 DN0314  ___________________________________________________________________
 DN0314* NAD 83(1986)-  33 29 59.     (N)    096 43 05.     (W)     SCALED    
 DN0314* NAVD 88     -       240.965  (meters)     790.57   (feet)  ADJUSTED  
 DN0314  ___________________________________________________________________
 DN0314  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN0314  DYNAMIC HT  -         240.711 (meters)     789.73  (feet)  COMP
 DN0314  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 DN0314
 DN0314  VERT ORDER  -  SECOND    CLASS 0
 DN0314
 DN0314.The horizontal coordinates were scaled from a topographic map and have
 DN0314.an estimated accuracy of +/- 6 seconds.
 DN0314
 DN0314.The orthometric height was determined by differential leveling
 DN0314.and adjusted by the National Geodetic Survey in June 1991..
 DN0314.WARNING-Repeat measurements at this control monument indicate possible
 DN0314.vertical movement.
 DN0314
 DN0314.The geoid height was determined by GEOID03.
 DN0314
 DN0314.The dynamic height is computed by dividing the NAVD 88
 DN0314.geopotential number by the normal gravity value computed on the
 DN0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0314.degrees latitude (g = 980.6199 gals.).
 DN0314
 DN0314.The modeled gravity was interpolated from observed gravity values.
 DN0314
 DN0314;                    North         East    Units  Estimated Accuracy
 DN0314;SPC TXNC     - 2,204,670.      765,560.      MT  (+/- 180 meters Scaled)
 DN0314
 DN0314                          SUPERSEDED SURVEY CONTROL
 DN0314
 DN0314  NGVD 29 (??/??/92)  240.958  (m)          790.54   (f) ADJ UNCH    2 0
 DN0314
 DN0314.Superseded values are not recommended for survey control.
 DN0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0314.See file dsdata.txt to determine how the superseded data were derived.
 DN0314
 DN0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC119090(NAD 83)
 DN0314_MARKER: DB = BENCH MARK DISK
 DN0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0314_STAMPING: S 263 1934
 DN0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0314+STABILITY: SURFACE MOTION
 DN0314
 DN0314  HISTORY     - Date     Condition        Report By
 DN0314  HISTORY     - 1934     MONUMENTED       CGS
 DN0314  HISTORY     - 1952     GOOD             NGS
 DN0314  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0314
 DN0314                          STATION DESCRIPTION
 DN0314
 DN0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0314'2.9 MI SW FROM DORCHESTER.
 DN0314'2.9 MILES SOUTHWEST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0314'RAILROAD FROM THE STATION SIGN AT DORCHESTER, 0.9 MILE NORTHEAST OF
 DN0314'BENCH MARK B 233, 0.15 MILE SOUTHWEST OF THE UNDERPASS OF STATE
 DN0314'HIGHWAY 289, 242 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD CROSSING,
 DN0314'47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET NORTHWEST OF A FENCE,
 DN0314'3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DN0314'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 DN0314
 DN0314                          STATION RECOVERY (1999)
 DN0314
 DN0314'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0390 ***********************************************************************
 DN0390  DESIGNATION -  S 264
 DN0390  PID         -  DN0390
 DN0390  STATE/COUNTY-  TX/COLLIN
 DN0390  USGS QUAD   -  MC KINNEY EAST (1973)
 DN0390
 DN0390                         *CURRENT SURVEY CONTROL
 DN0390  ___________________________________________________________________
 DN0390* NAD 83(1986)-  33 10 57.     (N)    096 34 57.     (W)     SCALED    
 DN0390* NAVD 88     -       164.565  (meters)     539.91   (feet)  ADJUSTED  
 DN0390  ___________________________________________________________________
 DN0390  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DN0390  DYNAMIC HT  -         164.387 (meters)     539.33  (feet)  COMP
 DN0390  MODELED GRAV-     979,551.4   (mgal)                       NAVD 88
 DN0390
 DN0390  VERT ORDER  -  SECOND    CLASS 0
 DN0390
 DN0390.The horizontal coordinates were scaled from a topographic map and have
 DN0390.an estimated accuracy of +/- 6 seconds.
 DN0390
 DN0390.The orthometric height was determined by differential leveling
 DN0390.and adjusted by the National Geodetic Survey in June 1991..
 DN0390
 DN0390.The geoid height was determined by GEOID03.
 DN0390
 DN0390.The dynamic height is computed by dividing the NAVD 88
 DN0390.geopotential number by the normal gravity value computed on the
 DN0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0390.degrees latitude (g = 980.6199 gals.).
 DN0390
 DN0390.The modeled gravity was interpolated from observed gravity values.
 DN0390
 DN0390;                    North         East    Units  Estimated Accuracy
 DN0390;SPC TXNC     - 2,169,720.      778,790.      MT  (+/- 180 meters Scaled)
 DN0390
 DN0390                          SUPERSEDED SURVEY CONTROL
 DN0390
 DN0390  NGVD 29 (??/??/92)  164.582  (m)          539.97   (f) ADJ UNCH    2 0
 DN0390
 DN0390.Superseded values are not recommended for survey control.
 DN0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0390.See file dsdata.txt to determine how the superseded data were derived.
 DN0390
 DN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB253741(NAD 83)
 DN0390_MARKER: DB = BENCH MARK DISK
 DN0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0390_STAMPING: S 264 1934
 DN0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0390+STABILITY: SURFACE MOTION
 DN0390
 DN0390  HISTORY     - Date     Condition        Report By
 DN0390  HISTORY     - 1934     MONUMENTED       CGS
 DN0390  HISTORY     - 1954     GOOD             NGS
 DN0390  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0390  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0390
 DN0390                          STATION DESCRIPTION
 DN0390
 DN0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0390'2.55 MI E FROM MCKINNEY.
 DN0390'0.25 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 DN0390'MCKINNEY, THENCE 0.75 MILE EAST ALONG ANTHONY STREET, THENCE 0.2 MILE
 DN0390'NORTHEAST ALONG A GRAVELED STREET, THENCE 0.95 MILE SOUTHEAST ALONG A
 DN0390'GRAVELED ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD.  0.1 MILE
 DN0390'WEST OF A CURVE IN THE ROAD, 150 YARDS SOUTHEAST OF A FARMHOUSE, 25
 DN0390'FEET NORTH OF THE CENTER LINE OF THE ABANDONED LOUISIANA, ARKANSAS AND
 DN0390'TEXAS RAILROAD GRADE, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15
 DN0390'FEET EAST OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP
 DN0390'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DN0390
 DN0390                          STATION RECOVERY (1991)
 DN0390
 DN0390'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0390'MARK NOT FOUND.
 DN0390
 DN0390                          STATION RECOVERY (2005)
 DN0390
 DN0390'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1156 ***********************************************************************
 CS1156  DESIGNATION -  S 265
 CS1156  PID         -  CS1156
 CS1156  STATE/COUNTY-  TX/ELLIS
 CS1156  USGS QUAD   -  LANCASTER (1981)
 CS1156
 CS1156                         *CURRENT SURVEY CONTROL
 CS1156  ___________________________________________________________________
 CS1156* NAD 83(1986)-  32 31 30.     (N)    096 47 45.     (W)     SCALED    
 CS1156* NAVD 88     -       187.798  (meters)     616.13   (feet)  ADJUSTED  
 CS1156  ___________________________________________________________________
 CS1156  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CS1156  DYNAMIC HT  -         187.578 (meters)     615.41  (feet)  COMP
 CS1156  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 CS1156
 CS1156  VERT ORDER  -  SECOND    CLASS 0
 CS1156
 CS1156.The horizontal coordinates were scaled from a topographic map and have
 CS1156.an estimated accuracy of +/- 6 seconds.
 CS1156
 CS1156.The orthometric height was determined by differential leveling
 CS1156.and adjusted by the National Geodetic Survey in June 1991..
 CS1156
 CS1156.The geoid height was determined by GEOID03.
 CS1156
 CS1156.The dynamic height is computed by dividing the NAVD 88
 CS1156.geopotential number by the normal gravity value computed on the
 CS1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1156.degrees latitude (g = 980.6199 gals.).
 CS1156
 CS1156.The modeled gravity was interpolated from observed gravity values.
 CS1156
 CS1156;                    North         East    Units  Estimated Accuracy
 CS1156;SPC TXNC     - 2,096,480.      760,090.      MT  (+/- 180 meters Scaled)
 CS1156
 CS1156                          SUPERSEDED SURVEY CONTROL
 CS1156
 CS1156  NGVD 29 (??/??/92)  187.794  (m)          616.12   (f) ADJ UNCH    2 0
 CS1156
 CS1156.Superseded values are not recommended for survey control.
 CS1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1156.See file dsdata.txt to determine how the superseded data were derived.
 CS1156
 CS1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB070007(NAD 83)
 CS1156_MARKER: DB = BENCH MARK DISK
 CS1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1156_STAMPING: S 265 1934
 CS1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1156+STABILITY: SURFACE MOTION
 CS1156
 CS1156  HISTORY     - Date     Condition        Report By
 CS1156  HISTORY     - 1934     MONUMENTED       CGS
 CS1156  HISTORY     - 1946     GOOD             NGS
 CS1156  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 CS1156
 CS1156                          STATION DESCRIPTION
 CS1156
 CS1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1156'0.8 MI N FROM LANCASTER.
 CS1156'0.8 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS1156'THE STATION AT RED OAK, ELLIS COUNTY, 5.5 MILES SOUTH OF LANCASTER,
 CS1156'240 YARDS SOUTH OF MILEPOST 787, 60 FEET NORTH OF A ROAD CROSSING, AND
 CS1156'45 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED S 265 1934 AND
 CS1156'SET IN THE TOP OF A CONCRETE POST.
 CS1156
 CS1156                          STATION RECOVERY (2004)
 CS1156
 CS1156'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CS1156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2144 ***********************************************************************
 BY2144  DESIGNATION -  S 266
 BY2144  PID         -  BY2144
 BY2144  STATE/COUNTY-  TX/ANDERSON
 BY2144  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2144
 BY2144                         *CURRENT SURVEY CONTROL
 BY2144  ___________________________________________________________________
 BY2144* NAD 83(1986)-  31 49 09.     (N)    095 41 44.     (W)     SCALED    
 BY2144* NAVD 88     -       102.662  (meters)     336.82   (feet)  ADJUSTED  
 BY2144  ___________________________________________________________________
 BY2144  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BY2144  DYNAMIC HT  -         102.537 (meters)     336.41  (feet)  COMP
 BY2144  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BY2144
 BY2144  VERT ORDER  -  SECOND    CLASS 0
 BY2144
 BY2144.The horizontal coordinates were scaled from a topographic map and have
 BY2144.an estimated accuracy of +/- 6 seconds.
 BY2144
 BY2144.The orthometric height was determined by differential leveling
 BY2144.and adjusted by the National Geodetic Survey in June 1991..
 BY2144
 BY2144.The geoid height was determined by GEOID03.
 BY2144
 BY2144.The dynamic height is computed by dividing the NAVD 88
 BY2144.geopotential number by the normal gravity value computed on the
 BY2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2144.degrees latitude (g = 980.6199 gals.).
 BY2144
 BY2144.The modeled gravity was interpolated from observed gravity values.
 BY2144
 BY2144;                    North         East    Units  Estimated Accuracy
 BY2144;SPC TX C     - 3,247,780.    1,138,960.      MT  (+/- 180 meters Scaled)
 BY2144
 BY2144                          SUPERSEDED SURVEY CONTROL
 BY2144
 BY2144  NGVD 29 (??/??/92)  102.642  (m)          336.75   (f) ADJ UNCH    2 0
 BY2144
 BY2144.Superseded values are not recommended for survey control.
 BY2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2144.See file dsdata.txt to determine how the superseded data were derived.
 BY2144
 BY2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR448235(NAD 83)
 BY2144_MARKER: DB = BENCH MARK DISK
 BY2144_SETTING: 0 = UNSPECIFIED SETTING
 BY2144_STAMPING: S 266 1934
 BY2144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2144
 BY2144  HISTORY     - Date     Condition        Report By
 BY2144  HISTORY     - 1934     MONUMENTED       CGS
 BY2144  HISTORY     - 1977     GOOD             USGS
 BY2144
 BY2144                          STATION DESCRIPTION
 BY2144
 BY2144'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY2144'6.2 MI NW FROM PALESTINE.
 BY2144'ABOUT 6 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE POST OFFICE AT
 BY2144'PALESTINE, ANDERSON COUNTY, 2.3 MILES NORTHWEST OF JUNCTION WITH U.S.
 BY2144'HIGHWAY 287, ABOUT 50 YARDS WEST OF HIGHWAY BRIDGE, IN OLD HIGHWAY
 BY2144'BRIDGE, IN THE TOP OF THE EAST END OF THE SOUTH BRIDGE SEAT, 12 FEET
 BY2144'EAST OF THE CENTERLINE OF THE ROAD AND 1.4 FEET LOWER.  A STANDARD
 BY2144'DISK, STAMPED S 266 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0343 ***********************************************************************
 CS0343  DESIGNATION -  S 267
 CS0343  PID         -  CS0343
 CS0343  STATE/COUNTY-  TX/KAUFMAN
 CS0343  USGS QUAD   -  TOOL (1981)
 CS0343
 CS0343                         *CURRENT SURVEY CONTROL
 CS0343  ___________________________________________________________________
 CS0343* NAD 83(1986)-  32 22 16.     (N)    096 07 32.     (W)     SCALED    
 CS0343* NAVD 88     -       112.749  (meters)     369.91   (feet)  ADJUSTED  
 CS0343  ___________________________________________________________________
 CS0343  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0343  DYNAMIC HT  -         112.620 (meters)     369.49  (feet)  COMP
 CS0343  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 CS0343
 CS0343  VERT ORDER  -  SECOND    CLASS 0
 CS0343
 CS0343.The horizontal coordinates were scaled from a topographic map and have
 CS0343.an estimated accuracy of +/- 6 seconds.
 CS0343
 CS0343.The orthometric height was determined by differential leveling
 CS0343.and adjusted by the National Geodetic Survey in June 1991..
 CS0343
 CS0343.The geoid height was determined by GEOID03.
 CS0343
 CS0343.The dynamic height is computed by dividing the NAVD 88
 CS0343.geopotential number by the normal gravity value computed on the
 CS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0343.degrees latitude (g = 980.6199 gals.).
 CS0343
 CS0343.The modeled gravity was interpolated from observed gravity values.
 CS0343
 CS0343;                    North         East    Units  Estimated Accuracy
 CS0343;SPC TXNC     - 2,080,640.      823,430.      MT  (+/- 180 meters Scaled)
 CS0343
 CS0343                          SUPERSEDED SURVEY CONTROL
 CS0343
 CS0343  NGVD 29 (??/??/92)  112.758  (m)          369.94   (f) ADJ UNCH    2 0
 CS0343
 CS0343.Superseded values are not recommended for survey control.
 CS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0343.See file dsdata.txt to determine how the superseded data were derived.
 CS0343
 CS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA704852(NAD 83)
 CS0343_MARKER: DB = BENCH MARK DISK
 CS0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0343_STAMPING: S 267 1934
 CS0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0343+STABILITY: SURFACE MOTION
 CS0343
 CS0343  HISTORY     - Date     Condition        Report By
 CS0343  HISTORY     - 1934     MONUMENTED       CGS
 CS0343  HISTORY     - 1947     GOOD             NGS
 CS0343
 CS0343                          STATION DESCRIPTION
 CS0343
 CS0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0343'1.5 MI W FROM MABANK.
 CS0343'1.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0343'STATION AT MABANK, ABOUT 0.2 MILE WEST OF THE WEST END OF A LARGE
 CS0343'WOODEN TRESTLE, AT A PRIVATE ROAD CROSSING WHICH IS AT THE EAST END OF
 CS0343'A LONG CUT, 45 FEET NORTH OF THE NORTH RAIL, 29 FEET WEST OF A
 CS0343'TELEPHONE POLE, 12 FEET EAST OF THE CENTER OF A LARGE IRON GATE WHICH
 CS0343'IS ACROSS A PRIVATE ROAD, 3 FEET SOUTH OF THE RIGHT OF WAY FENCE, 1
 CS0343'FOOT EAST OF A 4X4 MARKER POST, ABOUT LEVEL WITH THE TRACKS.  A BRONZE
 CS0343'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 9 INCHES ABOVE
 CS0343'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0479 ***********************************************************************
 CR0479  DESIGNATION -  S 268
 CR0479  PID         -  CR0479
 CR0479  STATE/COUNTY-  TX/SMITH
 CR0479  USGS QUAD   -  CHANDLER (1973)
 CR0479
 CR0479                         *CURRENT SURVEY CONTROL
 CR0479  ___________________________________________________________________
 CR0479* NAD 83(1986)-  32 18 47.     (N)    095 23 34.     (W)     SCALED    
 CR0479* NAVD 88     -       123.795  (meters)     406.15   (feet)  ADJUSTED  
 CR0479  ___________________________________________________________________
 CR0479  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR0479  DYNAMIC HT  -         123.650 (meters)     405.68  (feet)  COMP
 CR0479  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 CR0479
 CR0479  VERT ORDER  -  SECOND    CLASS 0
 CR0479
 CR0479.The horizontal coordinates were scaled from a topographic map and have
 CR0479.an estimated accuracy of +/- 6 seconds.
 CR0479
 CR0479.The orthometric height was determined by differential leveling
 CR0479.and adjusted by the National Geodetic Survey in June 1991..
 CR0479
 CR0479.The geoid height was determined by GEOID03.
 CR0479
 CR0479.The dynamic height is computed by dividing the NAVD 88
 CR0479.geopotential number by the normal gravity value computed on the
 CR0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0479.degrees latitude (g = 980.6199 gals.).
 CR0479
 CR0479.The modeled gravity was interpolated from observed gravity values.
 CR0479
 CR0479;                    North         East    Units  Estimated Accuracy
 CR0479;SPC TXNC     - 2,076,010.      892,550.      MT  (+/- 180 meters Scaled)
 CR0479
 CR0479                          SUPERSEDED SURVEY CONTROL
 CR0479
 CR0479  NGVD 29 (??/??/92)  123.822  (m)          406.24   (f) ADJ UNCH    2 0
 CR0479
 CR0479.Superseded values are not recommended for survey control.
 CR0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0479.See file dsdata.txt to determine how the superseded data were derived.
 CR0479
 CR0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR747776(NAD 83)
 CR0479_MARKER: DB = BENCH MARK DISK
 CR0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0479_STAMPING: S 268 1934
 CR0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0479+STABILITY: SURFACE MOTION
 CR0479
 CR0479  HISTORY     - Date     Condition        Report By
 CR0479  HISTORY     - 1934     MONUMENTED       CGS
 CR0479  HISTORY     - 1954     GOOD             LOCENG
 CR0479  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 CR0479
 CR0479                          STATION DESCRIPTION
 CR0479
 CR0479'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 CR0479'6.2 MI SW FROM TYLER.
 CR0479'IN SMITH COUNTY, 6.2 MILES S.W. OF TYLER, 0.5 MI W. OF INTERSECTION OF
 CR0479'SPUR HIGHWAY 364 AND ST. L. AND S.W.R.R., 0.4 MI WEST OF MILE POST
 CR0479'553, 23 YARDS SOUTH OF TRACK, AND 16 FT. EAST OF ABANDONDED ROAD. ROAD
 CR0479'DOES NOT CROSS TRACKS.  STANDARD DISK STAMPED S 268 1934 SET IN TOP OF
 CR0479'CONCRETE POST.
 CR0479
 CR0479                          STATION RECOVERY (2004)
 CR0479
 CR0479'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0186 ***********************************************************************
 BZ0186  DESIGNATION -  S 269
 BZ0186  PID         -  BZ0186
 BZ0186  STATE/COUNTY-  TX/NAVARRO
 BZ0186  USGS QUAD   -  STREETMAN (1982)
 BZ0186
 BZ0186                         *CURRENT SURVEY CONTROL
 BZ0186  ___________________________________________________________________
 BZ0186* NAD 83(1986)-  31 58 43.     (N)    096 22 18.     (W)     SCALED    
 BZ0186* NAVD 88     -       112.828  (meters)     370.17   (feet)  ADJUSTED  
 BZ0186  ___________________________________________________________________
 BZ0186  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ0186  DYNAMIC HT  -         112.695 (meters)     369.73  (feet)  COMP
 BZ0186  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 BZ0186
 BZ0186  VERT ORDER  -  SECOND    CLASS 0
 BZ0186
 BZ0186.The horizontal coordinates were scaled from a topographic map and have
 BZ0186.an estimated accuracy of +/- 6 seconds.
 BZ0186
 BZ0186.The orthometric height was determined by differential leveling
 BZ0186.and adjusted by the National Geodetic Survey in June 1991..
 BZ0186
 BZ0186.The geoid height was determined by GEOID03.
 BZ0186
 BZ0186.The dynamic height is computed by dividing the NAVD 88
 BZ0186.geopotential number by the normal gravity value computed on the
 BZ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0186.degrees latitude (g = 980.6199 gals.).
 BZ0186
 BZ0186.The modeled gravity was interpolated from observed gravity values.
 BZ0186
 BZ0186;                    North         East    Units  Estimated Accuracy
 BZ0186;SPC TXNC     - 2,036,630.      801,160.      MT  (+/- 180 meters Scaled)
 BZ0186
 BZ0186                          SUPERSEDED SURVEY CONTROL
 BZ0186
 BZ0186  NGVD 29 (??/??/92)  112.818  (m)          370.14   (f) ADJ UNCH    2 0
 BZ0186
 BZ0186.Superseded values are not recommended for survey control.
 BZ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0186.See file dsdata.txt to determine how the superseded data were derived.
 BZ0186
 BZ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA483410(NAD 83)
 BZ0186_MARKER: DB = BENCH MARK DISK
 BZ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0186_STAMPING: S 269 1934
 BZ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0186+STABILITY: SURFACE MOTION
 BZ0186
 BZ0186  HISTORY     - Date     Condition        Report By
 BZ0186  HISTORY     - 1934     MONUMENTED       CGS
 BZ0186
 BZ0186                          STATION DESCRIPTION
 BZ0186
 BZ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BZ0186'1.5 MI SE FROM NAVARRO.
 BZ0186'1.5 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 BZ0186'NAVARRO, 5 FEET EAST OF MILEPOST 230, 15 YARDS SOUTH OF THE TRACK, AND
 BZ0186'30 FEET NORTH OF A ROAD.  A STANDARD DISK, STAMPED S 269 1934 AND SET
 BZ0186'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0440 ***********************************************************************
 DO0440  DESIGNATION -  S 271
 DO0440  PID         -  DO0440
 DO0440  STATE/COUNTY-  TX/THROCKMORTON
 DO0440  USGS QUAD   -  SIBLEY CREEK (1981)
 DO0440
 DO0440                         *CURRENT SURVEY CONTROL
 DO0440  ___________________________________________________________________
 DO0440* NAD 83(1986)-  33 01 44.     (N)    099 10 40.     (W)     SCALED    
 DO0440* NAVD 88     -       402.986  (meters)    1322.13   (feet)  ADJUSTED  
 DO0440  ___________________________________________________________________
 DO0440  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DO0440  DYNAMIC HT  -         402.489 (meters)    1320.50  (feet)  COMP
 DO0440  MODELED GRAV-     979,394.5   (mgal)                       NAVD 88
 DO0440
 DO0440  VERT ORDER  -  SECOND    CLASS 0
 DO0440
 DO0440.The horizontal coordinates were scaled from a topographic map and have
 DO0440.an estimated accuracy of +/- 6 seconds.
 DO0440
 DO0440.The orthometric height was determined by differential leveling
 DO0440.and adjusted by the National Geodetic Survey in June 1991..
 DO0440
 DO0440.The geoid height was determined by GEOID03.
 DO0440
 DO0440.The dynamic height is computed by dividing the NAVD 88
 DO0440.geopotential number by the normal gravity value computed on the
 DO0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0440.degrees latitude (g = 980.6199 gals.).
 DO0440
 DO0440.The modeled gravity was interpolated from observed gravity values.
 DO0440
 DO0440;                    North         East    Units  Estimated Accuracy
 DO0440;SPC TXNC     - 2,151,260.      536,690.      MT  (+/- 180 meters Scaled)
 DO0440
 DO0440                          SUPERSEDED SURVEY CONTROL
 DO0440
 DO0440  NGVD 29 (??/??/92)  402.865  (m)         1321.73   (f) ADJ UNCH    2 0
 DO0440
 DO0440.Superseded values are not recommended for survey control.
 DO0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0440.See file dsdata.txt to determine how the superseded data were derived.
 DO0440
 DO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB833545(NAD 83)
 DO0440_MARKER: DB = BENCH MARK DISK
 DO0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0440_SP_SET: ABUTMENT
 DO0440_STAMPING: S 271 1934
 DO0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0440
 DO0440  HISTORY     - Date     Condition        Report By
 DO0440  HISTORY     - 1934     MONUMENTED       CGS
 DO0440  HISTORY     - 1957     GOOD             NGS
 DO0440
 DO0440                          STATION DESCRIPTION
 DO0440
 DO0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0440'10.5 MI S FROM THROCKMORTON.
 DO0440'10.5 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THROCKMORTON,
 DO0440'THROCKMORTON COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE NORTH
 DO0440'CONCRETE ABUTMENT, AND 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0273 ***********************************************************************
 CT0273  DESIGNATION -  S 273
 CT0273  PID         -  CT0273
 CT0273  STATE/COUNTY-  TX/STEPHENS
 CT0273  USGS QUAD   -  LA CASA (1967)
 CT0273
 CT0273                         *CURRENT SURVEY CONTROL
 CT0273  ___________________________________________________________________
 CT0273* NAD 83(1986)-  32 35 41.     (N)    098 43 09.     (W)     SCALED    
 CT0273* NAVD 88     -       448.893  (meters)    1472.74   (feet)  ADJUSTED  
 CT0273  ___________________________________________________________________
 CT0273  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0273  DYNAMIC HT  -         448.319 (meters)    1470.86  (feet)  COMP
 CT0273  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 CT0273
 CT0273  VERT ORDER  -  SECOND    CLASS 0
 CT0273
 CT0273.The horizontal coordinates were scaled from a topographic map and have
 CT0273.an estimated accuracy of +/- 6 seconds.
 CT0273
 CT0273.The orthometric height was determined by differential leveling
 CT0273.and adjusted by the National Geodetic Survey in June 1991..
 CT0273
 CT0273.The geoid height was determined by GEOID03.
 CT0273
 CT0273.The dynamic height is computed by dividing the NAVD 88
 CT0273.geopotential number by the normal gravity value computed on the
 CT0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0273.degrees latitude (g = 980.6199 gals.).
 CT0273
 CT0273.The modeled gravity was interpolated from observed gravity values.
 CT0273
 CT0273;                    North         East    Units  Estimated Accuracy
 CT0273;SPC TXNC     - 2,102,930.      579,430.      MT  (+/- 180 meters Scaled)
 CT0273
 CT0273                          SUPERSEDED SURVEY CONTROL
 CT0273
 CT0273  NGVD 29 (??/??/92)  448.749  (m)         1472.27   (f) ADJ UNCH    2 0
 CT0273
 CT0273.Superseded values are not recommended for survey control.
 CT0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0273.See file dsdata.txt to determine how the superseded data were derived.
 CT0273
 CT0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB263063(NAD 83)
 CT0273_MARKER: DB = BENCH MARK DISK
 CT0273_SETTING: 66 = SET IN ROCK OUTCROP
 CT0273_SP_SET: ROCK OUTCROP
 CT0273_STAMPING: S 273 1934
 CT0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0273+STABILITY: POSITION/ELEVATION WELL
 CT0273
 CT0273  HISTORY     - Date     Condition        Report By
 CT0273  HISTORY     - 1934     MONUMENTED       CGS
 CT0273  HISTORY     - 1957     MARK NOT FOUND   NGS
 CT0273
 CT0273                          STATION DESCRIPTION
 CT0273
 CT0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0273'2.0 MI S FROM FRANKELL.
 CT0273'2.0 MILES SOUTH 0.35 MILES NE OF MILE POST 122.  90 YARDS NE OF R.R.
 CT0273'BRIDGE NO. 121.7.  62 YARDS E OF THE CENTER OF THE R.R. TRACK.  16
 CT0273'FEET SE OF AN OIL RECORDER INCLOSED IN A SMALL WOOD FRAMEWORK ON THE
 CT0273'DOORS OF WHICH IS PAINTED P.P. CO. NO. 8.  DISK SET HORIZONTALLY IN
 CT0273'OUTCROP OF ROCK AND MARKED WITH A PYRAMID OF ROCKS.  NOTE-- THE
 CT0273'RAILROAD, RAILROAD BRIDGE AND SMALL BUILDING, MENTIONED IN THE
 CT0273'ORIGINAL DESCRIPTION, WERE GONE SO IT WAS DIFFICULT TO DETERMINE THE
 CT0273'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0445 ***********************************************************************
 CT0445  DESIGNATION -  S 274
 CT0445  PID         -  CT0445
 CT0445  STATE/COUNTY-  TX/CALLAHAN
 CT0445  USGS QUAD   -  CROSS PLAINS NORTH (1968)
 CT0445
 CT0445                         *CURRENT SURVEY CONTROL
 CT0445  ___________________________________________________________________
 CT0445* NAD 83(1986)-  32 07 33.     (N)    099 09 58.     (W)     SCALED    
 CT0445* NAVD 88     -       530.145  (meters)    1739.32   (feet)  ADJUSTED  
 CT0445  ___________________________________________________________________
 CT0445  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CT0445  DYNAMIC HT  -         529.453 (meters)    1737.05  (feet)  COMP
 CT0445  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 CT0445
 CT0445  VERT ORDER  -  SECOND    CLASS 0
 CT0445
 CT0445.The horizontal coordinates were scaled from a topographic map and have
 CT0445.an estimated accuracy of +/- 6 seconds.
 CT0445
 CT0445.The orthometric height was determined by differential leveling
 CT0445.and adjusted by the National Geodetic Survey in June 1991..
 CT0445
 CT0445.The geoid height was determined by GEOID03.
 CT0445
 CT0445.The dynamic height is computed by dividing the NAVD 88
 CT0445.geopotential number by the normal gravity value computed on the
 CT0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0445.degrees latitude (g = 980.6199 gals.).
 CT0445
 CT0445.The modeled gravity was interpolated from observed gravity values.
 CT0445
 CT0445;                    North         East    Units  Estimated Accuracy
 CT0445;SPC TXNC     - 2,051,120.      537,140.      MT  (+/- 180 meters Scaled)
 CT0445
 CT0445                          SUPERSEDED SURVEY CONTROL
 CT0445
 CT0445  NGVD 29 (??/??/92)  530.006  (m)         1738.86   (f) ADJ UNCH    2 0
 CT0445
 CT0445.Superseded values are not recommended for survey control.
 CT0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0445.See file dsdata.txt to determine how the superseded data were derived.
 CT0445
 CT0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA843543(NAD 83)
 CT0445_MARKER: DB = BENCH MARK DISK
 CT0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0445_SP_SET: FOOTING
 CT0445_STAMPING: S 274 1934
 CT0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0445
 CT0445  HISTORY     - Date     Condition        Report By
 CT0445  HISTORY     - 1934     MONUMENTED       CGS
 CT0445  HISTORY     - 1957     GOOD             NGS
 CT0445
 CT0445                          STATION DESCRIPTION
 CT0445
 CT0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0445'IN CROSS PLAINS.
 CT0445'AT CROSS PLAINS, CALLAHAN COUNTY, AT THE CITY WATER TOWER, AND IN THE
 CT0445'TOP OF THE SOUTHEAST SIDE OF THE SOUTHWEST CONCRETE FOOTING.  A
 CT0445'STANDARD DISK, STAMPED S 274 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0245 ***********************************************************************
 CR0245  DESIGNATION -  S 275
 CR0245  PID         -  CR0245
 CR0245  STATE/COUNTY-  TX/UPSHUR
 CR0245  USGS QUAD   -  PITTSBURG (1960)
 CR0245
 CR0245                         *CURRENT SURVEY CONTROL
 CR0245  ___________________________________________________________________
 CR0245* NAD 83(1986)-  32 52 54.     (N)    094 58 01.     (W)     SCALED    
 CR0245* NAVD 88     -        98.910  (meters)     324.51   (feet)  ADJUSTED  
 CR0245  ___________________________________________________________________
 CR0245  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CR0245  DYNAMIC HT  -          98.799 (meters)     324.14  (feet)  COMP
 CR0245  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 CR0245
 CR0245  VERT ORDER  -  SECOND    CLASS 0
 CR0245
 CR0245.The horizontal coordinates were scaled from a topographic map and have
 CR0245.an estimated accuracy of +/- 6 seconds.
 CR0245
 CR0245.The orthometric height was determined by differential leveling
 CR0245.and adjusted by the National Geodetic Survey in June 1991..
 CR0245
 CR0245.The geoid height was determined by GEOID03.
 CR0245
 CR0245.The dynamic height is computed by dividing the NAVD 88
 CR0245.geopotential number by the normal gravity value computed on the
 CR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0245.degrees latitude (g = 980.6199 gals.).
 CR0245
 CR0245.The modeled gravity was interpolated from observed gravity values.
 CR0245
 CR0245;                    North         East    Units  Estimated Accuracy
 CR0245;SPC TXNC     - 2,140,290.      930,510.      MT  (+/- 180 meters Scaled)
 CR0245
 CR0245                          SUPERSEDED SURVEY CONTROL
 CR0245
 CR0245  NGVD 29 (??/??/92)   98.927  (m)          324.56   (f) ADJ UNCH    2 0
 CR0245
 CR0245.Superseded values are not recommended for survey control.
 CR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0245.See file dsdata.txt to determine how the superseded data were derived.
 CR0245
 CR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS159398(NAD 83)
 CR0245_MARKER: DB = BENCH MARK DISK
 CR0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0245_SP_SET: CULVERT
 CR0245_STAMPING: S 275 1934
 CR0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0245
 CR0245  HISTORY     - Date     Condition        Report By
 CR0245  HISTORY     - 1934     MONUMENTED       CGS
 CR0245  HISTORY     - 1954     GOOD             NGS
 CR0245
 CR0245                          STATION DESCRIPTION
 CR0245
 CR0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0245'7.9 MI S FROM PITTSBURG.
 CR0245'7.9 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0245'FROM THE STATION AT PITTSBURG, 57 FEET EAST OF MILEPOST 499/10, 12
 CR0245'FEET EAST OF THE EAST RAIL, 5 FEET BELOW THE TOP OF THE RAILS, SET IN
 CR0245'THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0115 ***********************************************************************
 CR0115  DESIGNATION -  S 277
 CR0115  PID         -  CR0115
 CR0115  STATE/COUNTY-  TX/PANOLA
 CR0115  USGS QUAD   -  BECKVILLE (1983)
 CR0115
 CR0115                         *CURRENT SURVEY CONTROL
 CR0115  ___________________________________________________________________
 CR0115* NAD 83(1986)-  32 12 54.     (N)    094 24 09.     (W)     SCALED    
 CR0115* NAVD 88     -        74.909  (meters)     245.76   (feet)  ADJUSTED  
 CR0115  ___________________________________________________________________
 CR0115  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CR0115  DYNAMIC HT  -          74.822 (meters)     245.48  (feet)  COMP
 CR0115  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 CR0115
 CR0115  VERT ORDER  -  SECOND    CLASS 0
 CR0115
 CR0115.The horizontal coordinates were scaled from a topographic map and have
 CR0115.an estimated accuracy of +/- 6 seconds.
 CR0115
 CR0115.The orthometric height was determined by differential leveling
 CR0115.and adjusted by the National Geodetic Survey in June 1991..
 CR0115
 CR0115.The geoid height was determined by GEOID03.
 CR0115
 CR0115.The dynamic height is computed by dividing the NAVD 88
 CR0115.geopotential number by the normal gravity value computed on the
 CR0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0115.degrees latitude (g = 980.6199 gals.).
 CR0115
 CR0115.The modeled gravity was interpolated from observed gravity values.
 CR0115
 CR0115;                    North         East    Units  Estimated Accuracy
 CR0115;SPC TXNC     - 2,068,340.      986,170.      MT  (+/- 180 meters Scaled)
 CR0115
 CR0115                          SUPERSEDED SURVEY CONTROL
 CR0115
 CR0115  NGVD 29 (??/??/92)   74.944  (m)          245.88   (f) ADJ UNCH    2 0
 CR0115
 CR0115.Superseded values are not recommended for survey control.
 CR0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0115.See file dsdata.txt to determine how the superseded data were derived.
 CR0115
 CR0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR678651(NAD 83)
 CR0115_MARKER: DB = BENCH MARK DISK
 CR0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0115_STAMPING: S 277 1934
 CR0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0115+STABILITY: SURFACE MOTION
 CR0115
 CR0115  HISTORY     - Date     Condition        Report By
 CR0115  HISTORY     - 1934     MONUMENTED       CGS
 CR0115  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0115
 CR0115                          STATION DESCRIPTION
 CR0115
 CR0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0115'3.9 MI SE FROM BECKVILLE.
 CR0115'3.9 MI SE OF AND ALONG THE S F R R ABOUT 0.4 MILE E OF MILE POST 178.
 CR0115'AND A RAILWAY WATER TANK.  135 YARDS E OF RAILROAD CULVERT 177C.  27
 CR0115'FEET S OF CENTER OF TRACK.  6 FEET NE OF A TELEPHONE POLE.
 CR0115
 CR0115                          STATION RECOVERY (1998)
 CR0115
 CR0115'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0336 ***********************************************************************
 CR0336  DESIGNATION -  S 278
 CR0336  PID         -  CR0336
 CR0336  STATE/COUNTY-  TX/UPSHUR
 CR0336  USGS QUAD   -  BIG SANDY (1981)
 CR0336
 CR0336                         *CURRENT SURVEY CONTROL
 CR0336  ___________________________________________________________________
 CR0336* NAD 83(1986)-  32 34 12.     (N)    095 03 01.     (W)     SCALED    
 CR0336* NAVD 88     -        96.666  (meters)     317.14   (feet)  ADJUSTED  
 CR0336  ___________________________________________________________________
 CR0336  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR0336  DYNAMIC HT  -          96.556 (meters)     316.78  (feet)  COMP
 CR0336  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CR0336
 CR0336  VERT ORDER  -  SECOND    CLASS 0
 CR0336
 CR0336.The horizontal coordinates were scaled from a topographic map and have
 CR0336.an estimated accuracy of +/- 6 seconds.
 CR0336
 CR0336.The orthometric height was determined by differential leveling
 CR0336.and adjusted by the National Geodetic Survey in June 1991..
 CR0336
 CR0336.The geoid height was determined by GEOID03.
 CR0336
 CR0336.The dynamic height is computed by dividing the NAVD 88
 CR0336.geopotential number by the normal gravity value computed on the
 CR0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0336.degrees latitude (g = 980.6199 gals.).
 CR0336
 CR0336.The modeled gravity was interpolated from observed gravity values.
 CR0336
 CR0336;                    North         East    Units  Estimated Accuracy
 CR0336;SPC TXNC     - 2,105,490.      923,850.      MT  (+/- 180 meters Scaled)
 CR0336
 CR0336                          SUPERSEDED SURVEY CONTROL
 CR0336
 CR0336  NGVD 29 (??/??/92)   96.695  (m)          317.24   (f) ADJ UNCH    2 0
 CR0336
 CR0336.Superseded values are not recommended for survey control.
 CR0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0336.See file dsdata.txt to determine how the superseded data were derived.
 CR0336
 CR0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS075054(NAD 83)
 CR0336_MARKER: DB = BENCH MARK DISK
 CR0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0336_SP_SET: ABUTMENT
 CR0336_STAMPING: S 278 1934
 CR0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0336
 CR0336  HISTORY     - Date     Condition        Report By
 CR0336  HISTORY     - 1934     MONUMENTED       CGS
 CR0336  HISTORY     - 1970     GOOD             LOCENG
 CR0336  HISTORY     - 20040606 GOOD             USPSQD
 CR0336
 CR0336                          STATION DESCRIPTION
 CR0336
 CR0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0336'3.5 MI SE FROM BIG SANDY.
 CR0336'3.5 MI SE OF AND ALONG THE T P R R 0.35 MILE W OF MILE POST 109.  24
 CR0336'FEET N OF CENTER OF TRACK.  DISK IS SET IN HORIZONTALLY ON W END
 CR0336'ABUTMENT OF A CONCRETE CULVERT.
 CR0336
 CR0336                          STATION RECOVERY (1970)
 CR0336
 CR0336'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 CR0336'RECOVERED IN GOOD CONDITION.
 CR0336
 CR0336                          STATION RECOVERY (2004)
 CR0336
 CR0336'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1425 ***********************************************************************
 BL1425  DESIGNATION -  S 279
 BL1425  PID         -  BL1425
 BL1425  STATE/COUNTY-  TX/MONTGOMERY
 BL1425  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1425
 BL1425                         *CURRENT SURVEY CONTROL
 BL1425  ___________________________________________________________________
 BL1425* NAD 83(1986)-  30 09 22.     (N)    095 39 23.     (W)     SCALED    
 BL1425* NAVD 88     -        63.35   (+/-2cm)     207.8    (feet)  VERTCON   
 BL1425  ___________________________________________________________________
 BL1425  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL1425
 BL1425  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1425
 BL1425.The horizontal coordinates were scaled from a topographic map and have
 BL1425.an estimated accuracy of +/- 6 seconds.
 BL1425
 BL1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1425.The vertical order pertains to the NGVD 29 superseded value.
 BL1425
 BL1425.The geoid height was determined by GEOID03.
 BL1425
 BL1425;                    North         East    Units  Estimated Accuracy
 BL1425;SPC TX C     - 3,063,730.    1,150,420.      MT  (+/- 180 meters Scaled)
 BL1425
 BL1425                          SUPERSEDED SURVEY CONTROL
 BL1425
 BL1425  NGVD 29 (04/06/79)   63.343  (m)          207.82   (f) ADJUSTED    1 2
 BL1425
 BL1425.Superseded values are not recommended for survey control.
 BL1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1425.See file dsdata.txt to determine how the superseded data were derived.
 BL1425
 BL1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP441390(NAD 83)
 BL1425_MARKER: DB = BENCH MARK DISK
 BL1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1425_STAMPING: S 279 1935
 BL1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1425+STABILITY: SURFACE MOTION
 BL1425
 BL1425  HISTORY     - Date     Condition        Report By
 BL1425  HISTORY     - 1935     MONUMENTED       CGS
 BL1425  HISTORY     - 1954     GOOD             NGS
 BL1425  HISTORY     - 1978     GOOD             NGS
 BL1425
 BL1425                          STATION DESCRIPTION
 BL1425
 BL1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1425'4.8 MI NW FROM TOMBALL.
 BL1425'3.4 MILES NORTHWEST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM
 BL1425'THE STATION AT TOMBALL, THENCE 1.4 MILES WEST ALONG THE INTERNATIONAL
 BL1425'AND GREAT NORTHERN RAILROAD, 16 POLES WEST OF MILEPOST 15, 48 FEET
 BL1425'SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 BL1425'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BL1425'FOOT ABOVE THE GROUND.  NOTE-- THE INTERNATIONAL-GREAT NORTHERN
 BL1425'RAILROAD IS NOW THE MISSOURI PACIFIC.
 BL1425
 BL1425                          STATION RECOVERY (1978)
 BL1425
 BL1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2172 ***********************************************************************
 CS2172  DESIGNATION -  S 283
 CS2172  PID         -  CS2172
 CS2172  STATE/COUNTY-  TX/HOOD
 CS2172  USGS QUAD   -  GRANBURY (1979)
 CS2172
 CS2172                         *CURRENT SURVEY CONTROL
 CS2172  ___________________________________________________________________
 CS2172* NAD 83(1986)-  32 26 29.     (N)    097 50 27.     (W)     SCALED    
 CS2172* NAVD 88     -       240.391  (meters)     788.68   (feet)  ADJUSTED  
 CS2172  ___________________________________________________________________
 CS2172  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CS2172  DYNAMIC HT  -         240.097 (meters)     787.72  (feet)  COMP
 CS2172  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 CS2172
 CS2172  VERT ORDER  -  SECOND    CLASS 0
 CS2172
 CS2172.The horizontal coordinates were scaled from a topographic map and have
 CS2172.an estimated accuracy of +/- 6 seconds.
 CS2172
 CS2172.The orthometric height was determined by differential leveling
 CS2172.and adjusted by the National Geodetic Survey in June 1991..
 CS2172
 CS2172.The geoid height was determined by GEOID03.
 CS2172
 CS2172.The dynamic height is computed by dividing the NAVD 88
 CS2172.geopotential number by the normal gravity value computed on the
 CS2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2172.degrees latitude (g = 980.6199 gals.).
 CS2172
 CS2172.The modeled gravity was interpolated from observed gravity values.
 CS2172
 CS2172;                    North         East    Units  Estimated Accuracy
 CS2172;SPC TXNC     - 2,086,100.      661,980.      MT  (+/- 180 meters Scaled)
 CS2172
 CS2172                          SUPERSEDED SURVEY CONTROL
 CS2172
 CS2172  NGVD 29 (??/??/92)  240.355  (m)          788.56   (f) ADJ UNCH    2 0
 CS2172
 CS2172.Superseded values are not recommended for survey control.
 CS2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2172.See file dsdata.txt to determine how the superseded data were derived.
 CS2172
 CS2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA089899(NAD 83)
 CS2172_MARKER: DB = BENCH MARK DISK
 CS2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2172_STAMPING: S 283 1934
 CS2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2172+STABILITY: SURFACE MOTION
 CS2172
 CS2172  HISTORY     - Date     Condition        Report By
 CS2172  HISTORY     - 1934     MONUMENTED       CGS
 CS2172  HISTORY     - 1966     GOOD             NGS
 CS2172
 CS2172                          STATION DESCRIPTION
 CS2172
 CS2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2172'3.5 MI SW FROM GRANBURY.
 CS2172'ABOUT 3.5 MILES SOUTHWEST ALONG THE A. T. AND SANTA FE RAILWAY FROM
 CS2172'THE STATION AT GRANBURY.  TO REACH BY ROAD, ABOUT 3.35 MILES WEST
 CS2172'ALONG U. S. HIGHWAY 377 FROM THE COURT HOUSE IN GRANBURY, THENCE 1.0
 CS2172'NORTH ALONG A ROCK ROAD TO RAILROAD CROSSING, THENCE ABOUT 0.5 MILE
 CS2172'NORTHEAST ALONG THE RAIL ROAD RIGHT-OF-WAY TO MILE POST 40 AND SITE OF
 CS2172'MARK, 107 FEET SOUTH OF A PAINTED TELEGRAPH POLE, 44 FEET SOUTHEAST OF
 CS2172'THE SOUTH RAIL, 45 FEET SOUTHWEST OF TELEGRAPH POLE NO. 3080 AND 2
 CS2172'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A C AND GS DISK SET IN A 10
 CS2172'X 10 IN. CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE SURFACE OF
 CS2172'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0013 ***********************************************************************
 CA0013  DESIGNATION -  S 284
 CA0013  PID         -  CA0013
 CA0013  STATE/COUNTY-  TX/COMANCHE
 CA0013  USGS QUAD   -  LAMKIN (1976)
 CA0013
 CA0013                         *CURRENT SURVEY CONTROL
 CA0013  ___________________________________________________________________
 CA0013* NAD 83(1986)-  31 45 42.     (N)    098 21 57.     (W)     SCALED    
 CA0013* NAVD 88     -       435.150  (meters)    1427.65   (feet)  ADJUSTED  
 CA0013  ___________________________________________________________________
 CA0013  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CA0013  DYNAMIC HT  -         434.590 (meters)    1425.82  (feet)  COMP
 CA0013  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 CA0013
 CA0013  VERT ORDER  -  SECOND    CLASS 0
 CA0013
 CA0013.The horizontal coordinates were scaled from a topographic map and have
 CA0013.an estimated accuracy of +/- 6 seconds.
 CA0013
 CA0013.The orthometric height was determined by differential leveling
 CA0013.and adjusted by the National Geodetic Survey in June 1991..
 CA0013
 CA0013.The geoid height was determined by GEOID03.
 CA0013
 CA0013.The dynamic height is computed by dividing the NAVD 88
 CA0013.geopotential number by the normal gravity value computed on the
 CA0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0013.degrees latitude (g = 980.6199 gals.).
 CA0013
 CA0013.The modeled gravity was interpolated from observed gravity values.
 CA0013
 CA0013;                    North         East    Units  Estimated Accuracy
 CA0013;SPC TX C     - 3,233,900.      886,380.      MT  (+/- 180 meters Scaled)
 CA0013
 CA0013                          SUPERSEDED SURVEY CONTROL
 CA0013
 CA0013  NGVD 29 (??/??/92)  435.071  (m)         1427.40   (f) ADJ UNCH    2 0
 CA0013
 CA0013.Superseded values are not recommended for survey control.
 CA0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0013.See file dsdata.txt to determine how the superseded data were derived.
 CA0013
 CA0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA600141(NAD 83)
 CA0013_MARKER: DB = BENCH MARK DISK
 CA0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0013_STAMPING: S-284 1934
 CA0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0013+STABILITY: SURFACE MOTION
 CA0013
 CA0013  HISTORY     - Date     Condition        Report By
 CA0013  HISTORY     - 1934     MONUMENTED       CGS
 CA0013  HISTORY     - 1955     GOOD             USGS
 CA0013
 CA0013                          STATION DESCRIPTION
 CA0013
 CA0013'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0013'15.7 MI W FROM HAMILTON.
 CA0013'HAMILTON COURTHOUSE, 0.4 MI. W. FROM ALONG STATE HWY. 36 TO JCT. WITH
 CA0013'STATE FARM ROAD 218.  THENCE 4.7 MI. ALONG STATE FARM ROAD 218 TO JCT.
 CA0013'WITH ROAD NORTHWEST.  THENCE 10.6 MI. ALONG ROAD NORTHWEST.  AT
 CA0013'ENERGY-- AT THE NE. COR. OF THE ABANDONED SCHOOLYARD.  ABOUT 75 YDS.
 CA0013'E. OF THE ABANDONED SCHOOL, 40 FT. S. OF THE CENTERLINE OF THE RD. 14
 CA0013'FT. S. OF THE RIGHT-OF-WAY FENCE.  IN CONCRETE POST.  A STANDARD DISK
 CA0013'STAMPED S-284 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0138 ***********************************************************************
 CA0138  DESIGNATION -  S 285 RESET 1962
 CA0138  PID         -  CA0138
 CA0138  STATE/COUNTY-  TX/LAMPASAS
 CA0138  USGS QUAD   -  FLAT TOP PEAK (1979)
 CA0138
 CA0138                         *CURRENT SURVEY CONTROL
 CA0138  ___________________________________________________________________
 CA0138* NAD 83(1986)-  31 12 52.     (N)    098 10 22.     (W)     SCALED    
 CA0138* NAVD 88     -       324.86   (meters)    1065.8    (feet)  RESET     
 CA0138  ___________________________________________________________________
 CA0138  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CA0138
 CA0138  VERT ORDER  -  THIRD
 CA0138
 CA0138.The horizontal coordinates were scaled from a topographic map and have
 CA0138.an estimated accuracy of +/- 6 seconds.
 CA0138
 CA0138.The orthometric height was computed from unverified reset data.
 CA0138
 CA0138.The geoid height was determined by GEOID03.
 CA0138
 CA0138;                    North         East    Units  Estimated Accuracy
 CA0138;SPC TX C     - 3,173,580.      905,840.      MT  (+/- 180 meters Scaled)
 CA0138
 CA0138                          SUPERSEDED SURVEY CONTROL
 CA0138
 CA0138.No superseded survey control is available for this station.
 CA0138
 CA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV787536(NAD 83)
 CA0138_MARKER: DB = BENCH MARK DISK
 CA0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0138_STAMPING: S 285 RESET 1962
 CA0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0138+STABILITY: SURFACE MOTION
 CA0138
 CA0138  HISTORY     - Date     Condition        Report By
 CA0138  HISTORY     - 1962     MONUMENTED       CGS
 CA0138  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0138
 CA0138                          STATION DESCRIPTION
 CA0138
 CA0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CA0138'5.95 MI S FROM ADAMSVILLE.
 CA0138'TO REACH FROM THE POST OFFICE IN ADAMSVILLE, GO SOUTH ON U.S. HIGHWAY
 CA0138'281 FOR 5.95 MILES TO BRIDGE OVER SCHOOL CREEK.  OR ABOUT 6.6 MILES
 CA0138'NORTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF FARM ROAD 580 AND
 CA0138'U.S. HIGHWAY 281 IN LAMPASAS TO BENCH MARK, 88 FEET NORTHWEST OF THE
 CA0138'NORTHWEST CURB OF BRIDGE, 82 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 CA0138'53 FEET NORTH OF A TV CABLE POLE WHICH IS ON THE NORTH BANK OF CREEK,
 CA0138'1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A METAL
 CA0138'WITNESS POST.  A STANDARD DISK STAMPED S 285 RESET 1962, SET IN A 12 X
 CA0138'12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
 CA0138
 CA0138                          STATION RECOVERY (2002)
 CA0138
 CA0138'RECOVERY NOTE BY US POWER SQUADRON 2002 (HY)
 CA0138'THERE HAS BEEN RECENT TRENCHING FOR BURIED CABLE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0365 ***********************************************************************
 DM0365  DESIGNATION -  S 286
 DM0365  PID         -  DM0365
 DM0365  STATE/COUNTY-  TX/BOWIE
 DM0365  USGS QUAD   -  OAK GROVE (1975)
 DM0365
 DM0365                         *CURRENT SURVEY CONTROL
 DM0365  ___________________________________________________________________
 DM0365* NAD 83(1986)-  33 31 04.     (N)    094 38 34.     (W)     SCALED    
 DM0365* NAVD 88     -       129.203  (meters)     423.89   (feet)  ADJUSTED  
 DM0365  ___________________________________________________________________
 DM0365  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DM0365  DYNAMIC HT  -         129.067 (meters)     423.45  (feet)  COMP
 DM0365  MODELED GRAV-     979,581.9   (mgal)                       NAVD 88
 DM0365
 DM0365  VERT ORDER  -  SECOND    CLASS 0
 DM0365
 DM0365.The horizontal coordinates were scaled from a topographic map and have
 DM0365.an estimated accuracy of +/- 6 seconds.
 DM0365
 DM0365.The orthometric height was determined by differential leveling
 DM0365.and adjusted by the National Geodetic Survey in June 1991..
 DM0365
 DM0365.The geoid height was determined by GEOID03.
 DM0365
 DM0365.The dynamic height is computed by dividing the NAVD 88
 DM0365.geopotential number by the normal gravity value computed on the
 DM0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0365.degrees latitude (g = 980.6199 gals.).
 DM0365
 DM0365.The modeled gravity was interpolated from observed gravity values.
 DM0365
 DM0365;                    North         East    Units  Estimated Accuracy
 DM0365;SPC TXNC     - 2,211,850.      958,240.      MT  (+/- 180 meters Scaled)
 DM0365
 DM0365                          SUPERSEDED SURVEY CONTROL
 DM0365
 DM0365  NGVD 29 (??/??/92)  129.205  (m)          423.90   (f) ADJ UNCH    2 0
 DM0365
 DM0365.Superseded values are not recommended for survey control.
 DM0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0365.See file dsdata.txt to determine how the superseded data were derived.
 DM0365
 DM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT474098(NAD 83)
 DM0365_MARKER: DB = BENCH MARK DISK
 DM0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0365_STAMPING: S 286 1934
 DM0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0365+STABILITY: SURFACE MOTION
 DM0365
 DM0365  HISTORY     - Date     Condition        Report By
 DM0365  HISTORY     - 1934     MONUMENTED       CGS
 DM0365
 DM0365                          STATION DESCRIPTION
 DM0365
 DM0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0365'1.7 MI W FROM DE KALB.
 DM0365'1.7 MI W OF AND ALONG THE T P R R AT A ROAD CROSSING.  117 YARDS E OF
 DM0365'MILE POST 36.  52 FEET W OF CENTER OF CROSS ROAD.  37 FEET N OF CENTER
 DM0365'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0879 ***********************************************************************
 CR0879  DESIGNATION -  S 287
 CR0879  PID         -  CR0879
 CR0879  STATE/COUNTY-  TX/VAN ZANDT
 CR0879  USGS QUAD   -  GRAND SALINE (1981)
 CR0879
 CR0879                         *CURRENT SURVEY CONTROL
 CR0879  ___________________________________________________________________
 CR0879* NAD 83(1986)-  32 40 20.     (N)    095 42 25.     (W)     SCALED    
 CR0879* NAVD 88     -       122.189  (meters)     400.88   (feet)  ADJUSTED  
 CR0879  ___________________________________________________________________
 CR0879  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0879  DYNAMIC HT  -         122.051 (meters)     400.43  (feet)  COMP
 CR0879  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 CR0879
 CR0879  VERT ORDER  -  SECOND    CLASS 0
 CR0879
 CR0879.The horizontal coordinates were scaled from a topographic map and have
 CR0879.an estimated accuracy of +/- 6 seconds.
 CR0879
 CR0879.The orthometric height was determined by differential leveling
 CR0879.and adjusted by the National Geodetic Survey in June 1991..
 CR0879
 CR0879.The geoid height was determined by GEOID03.
 CR0879
 CR0879.The dynamic height is computed by dividing the NAVD 88
 CR0879.geopotential number by the normal gravity value computed on the
 CR0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0879.degrees latitude (g = 980.6199 gals.).
 CR0879
 CR0879.The modeled gravity was interpolated from observed gravity values.
 CR0879
 CR0879;                    North         East    Units  Estimated Accuracy
 CR0879;SPC TXNC     - 2,114,990.      861,920.      MT  (+/- 180 meters Scaled)
 CR0879
 CR0879                          SUPERSEDED SURVEY CONTROL
 CR0879
 CR0879  NGVD 29 (??/??/92)  122.15   (m)          400.8    (f) COMPUTED    2 0
 CR0879
 CR0879.Superseded values are not recommended for survey control.
 CR0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0879.See file dsdata.txt to determine how the superseded data were derived.
 CR0879
 CR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS461181(NAD 83)
 CR0879_MARKER: DB = BENCH MARK DISK
 CR0879_SETTING: 0 = UNSPECIFIED SETTING
 CR0879_STAMPING: S 287 1934
 CR0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0879
 CR0879  HISTORY     - Date     Condition        Report By
 CR0879  HISTORY     - 1934     MONUMENTED       CGS
 CR0879  HISTORY     - 1948     GOOD             NGS
 CR0879  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0879  HISTORY     - 20040608 MARK NOT FOUND   USPSQD
 CR0879
 CR0879                          STATION DESCRIPTION
 CR0879
 CR0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0879'IN GRAND SALINE.
 CR0879'284 FEET E OF E END OF THE DEPOT.  138 FEET W OF E END OF A DERAIL. 31
 CR0879'FEET N OF CENTER OF TRACK.
 CR0879
 CR0879                          STATION RECOVERY (1995)
 CR0879
 CR0879'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0879'MARK NOT FOUND.
 CR0879
 CR0879                          STATION RECOVERY (2004)
 CR0879
 CR0879'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0161 ***********************************************************************
 CS0161  DESIGNATION -  S 288
 CS0161  PID         -  CS0161
 CS0161  STATE/COUNTY-  TX/KAUFMAN
 CS0161  USGS QUAD   -  WILLS POINT (1981)
 CS0161
 CS0161                         *CURRENT SURVEY CONTROL
 CS0161  ___________________________________________________________________
 CS0161* NAD 83(1986)-  32 42 44.     (N)    096 05 07.     (W)     SCALED    
 CS0161* NAVD 88     -       153.856  (meters)     504.78   (feet)  ADJUSTED  
 CS0161  ___________________________________________________________________
 CS0161  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0161  DYNAMIC HT  -         153.684 (meters)     504.21  (feet)  COMP
 CS0161  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 CS0161
 CS0161  VERT ORDER  -  SECOND    CLASS 0
 CS0161
 CS0161.The horizontal coordinates were scaled from a topographic map and have
 CS0161.an estimated accuracy of +/- 6 seconds.
 CS0161
 CS0161.The orthometric height was determined by differential leveling
 CS0161.and adjusted by the National Geodetic Survey in June 1991..
 CS0161
 CS0161.The geoid height was determined by GEOID03.
 CS0161
 CS0161.The dynamic height is computed by dividing the NAVD 88
 CS0161.geopotential number by the normal gravity value computed on the
 CS0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0161.degrees latitude (g = 980.6199 gals.).
 CS0161
 CS0161.The modeled gravity was interpolated from observed gravity values.
 CS0161
 CS0161;                    North         East    Units  Estimated Accuracy
 CS0161;SPC TXNC     - 2,118,540.      826,350.      MT  (+/- 180 meters Scaled)
 CS0161
 CS0161                          SUPERSEDED SURVEY CONTROL
 CS0161
 CS0161  NGVD 29 (??/??/92)  153.861  (m)          504.79   (f) ADJ UNCH    2 0
 CS0161
 CS0161.Superseded values are not recommended for survey control.
 CS0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0161.See file dsdata.txt to determine how the superseded data were derived.
 CS0161
 CS0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB732231(NAD 83)
 CS0161_MARKER: DB = BENCH MARK DISK
 CS0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0161_SP_SET: ABUTMENT
 CS0161_STAMPING: S 288 1934
 CS0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0161
 CS0161  HISTORY     - Date     Condition        Report By
 CS0161  HISTORY     - 1934     MONUMENTED       CGS
 CS0161  HISTORY     - 1952     GOOD             NGS
 CS0161  HISTORY     - 1988     GOOD             USPSQD
 CS0161  HISTORY     - 1988     GOOD             USPSQD
 CS0161  HISTORY     - 19910725 GOOD             USPSQD
 CS0161
 CS0161                          STATION DESCRIPTION
 CS0161
 CS0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0161'4.3 MI W FROM WILLS POINT.
 CS0161'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0161'AT WILLS POINT, 10 POLES WEST OF MILEPOST 171, 5 FEET SOUTH OF THE
 CS0161'SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 CS0161'ABUTMENT OF BRIDGE 171.3.
 CS0161
 CS0161                          STATION RECOVERY (1988)
 CS0161
 CS0161'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0161'RECOVERED IN GOOD CONDITION.
 CS0161
 CS0161                          STATION RECOVERY (1988)
 CS0161
 CS0161'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0161'RECOVERED IN GOOD CONDITION.
 CS0161
 CS0161                          STATION RECOVERY (1991)
 CS0161
 CS0161'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1800 ***********************************************************************
 CS1800  DESIGNATION -  S 289
 CS1800  PID         -  CS1800
 CS1800  STATE/COUNTY-  TX/TARRANT
 CS1800  USGS QUAD   -  BURLESON (1981)
 CS1800
 CS1800                         *CURRENT SURVEY CONTROL
 CS1800  ___________________________________________________________________
 CS1800* NAD 83(1986)-  32 35 53.     (N)    097 19 41.     (W)     SCALED    
 CS1800* NAVD 88     -       218.940  (meters)     718.31   (feet)  ADJUSTED  
 CS1800  ___________________________________________________________________
 CS1800  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS1800  DYNAMIC HT  -         218.679 (meters)     717.45  (feet)  COMP
 CS1800  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 CS1800
 CS1800  VERT ORDER  -  FIRST     CLASS II
 CS1800
 CS1800.The horizontal coordinates were scaled from a topographic map and have
 CS1800.an estimated accuracy of +/- 6 seconds.
 CS1800
 CS1800.The orthometric height was determined by differential leveling
 CS1800.and adjusted by the National Geodetic Survey in June 1991..
 CS1800
 CS1800.The geoid height was determined by GEOID03.
 CS1800
 CS1800.The dynamic height is computed by dividing the NAVD 88
 CS1800.geopotential number by the normal gravity value computed on the
 CS1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1800.degrees latitude (g = 980.6199 gals.).
 CS1800
 CS1800.The modeled gravity was interpolated from observed gravity values.
 CS1800
 CS1800;                    North         East    Units  Estimated Accuracy
 CS1800;SPC TXNC     - 2,103,900.      710,000.      MT  (+/- 180 meters Scaled)
 CS1800
 CS1800                          SUPERSEDED SURVEY CONTROL
 CS1800
 CS1800  NGVD 29 (??/??/92)  218.914  (m)          718.22   (f) ADJ UNCH    1 2
 CS1800
 CS1800.Superseded values are not recommended for survey control.
 CS1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1800.See file dsdata.txt to determine how the superseded data were derived.
 CS1800
 CS1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB569079(NAD 83)
 CS1800_MARKER: DB = BENCH MARK DISK
 CS1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1800_STAMPING: S 289 1934
 CS1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1800+STABILITY: SURFACE MOTION
 CS1800
 CS1800  HISTORY     - Date     Condition        Report By
 CS1800  HISTORY     - 1934     MONUMENTED       CGS
 CS1800  HISTORY     - 1954     MARK NOT FOUND   USGS
 CS1800  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1800  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1800  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1800
 CS1800                          STATION DESCRIPTION
 CS1800
 CS1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS1800'3.8 MI N FROM BURLESON.
 CS1800'3.8 MI N OF AND ALONG THE M K AND T R R .  AT A PRIVATE ROAD CROSSING.
 CS1800'40 FEET S OF CENTER OF ROAD CROSSING.  37 FEET E OF CENTER OF TRACK.
 CS1800'3 FEET W OF R/W FENCE.
 CS1800
 CS1800                          STATION RECOVERY (1954)
 CS1800
 CS1800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CS1800'MARK NOT FOUND.
 CS1800
 CS1800                          STATION RECOVERY (1983)
 CS1800
 CS1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1800'MARK NOT FOUND.
 CS1800
 CS1800                          STATION RECOVERY (1997)
 CS1800
 CS1800'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1800'MARK NOT FOUND.
 CS1800
 CS1800                          STATION RECOVERY (2004)
 CS1800
 CS1800'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS1800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0367 ***********************************************************************
 AZ0367  DESIGNATION -  S 29
 AZ0367  PID         -  AZ0367
 AZ0367  STATE/COUNTY-  TX/VAL VERDE
 AZ0367  USGS QUAD   -  LANGTRY (1973)
 AZ0367
 AZ0367                         *CURRENT SURVEY CONTROL
 AZ0367  ___________________________________________________________________
 AZ0367* NAD 83(1986)-  29 48 24.     (N)    101 33 54.     (W)     SCALED    
 AZ0367* NAVD 88     -       398.735  (meters)    1308.18   (feet)  POSTED    
 AZ0367  ___________________________________________________________________
 AZ0367  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AZ0367  DYNAMIC HT  -         398.150 (meters)    1306.26  (feet)  COMP
 AZ0367  MODELED GRAV-     979,177.4   (mgal)                       NAVD 88
 AZ0367
 AZ0367  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0367
 AZ0367.The horizontal coordinates were scaled from a topographic map and have
 AZ0367.an estimated accuracy of +/- 6 seconds.
 AZ0367
 AZ0367.The orthometric height was determined by differential leveling
 AZ0367.and adjusted by the National Geodetic Survey in 1992..
 AZ0367.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0367.rate of 0.0 thru 1.0 mm/km.
 AZ0367
 AZ0367.The geoid height was determined by GEOID03.
 AZ0367
 AZ0367.The dynamic height is computed by dividing the NAVD 88
 AZ0367.geopotential number by the normal gravity value computed on the
 AZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0367.degrees latitude (g = 980.6199 gals.).
 AZ0367
 AZ0367.The modeled gravity was interpolated from observed gravity values.
 AZ0367
 AZ0367;                    North         East    Units  Estimated Accuracy
 AZ0367;SPC TXSC     - 4,221,420.      352,080.      MT  (+/- 180 meters Scaled)
 AZ0367
 AZ0367                          SUPERSEDED SURVEY CONTROL
 AZ0367
 AZ0367.No superseded survey control is available for this station.
 AZ0367
 AZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU520001(NAD 83)
 AZ0367_MARKER: DB = BENCH MARK DISK
 AZ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0367_STAMPING: S 29 1917
 AZ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0367+STABILITY: SURFACE MOTION
 AZ0367
 AZ0367  HISTORY     - Date     Condition        Report By
 AZ0367  HISTORY     - 1917     MONUMENTED       CGS
 AZ0367  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0367
 AZ0367                          STATION DESCRIPTION
 AZ0367
 AZ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0367'1.1 MI W FROM LANGTRY.
 AZ0367'ABOUT 1.1 MILES WEST ALONG THE ABANDONED TEXAS AND NEW ORLEANS
 AZ0367'RAILROAD FROM LANGTRY, VAL VERDE COUNTY, AT MILEPOST 444, AND 50 FEET
 AZ0367'NORTH OR THE TRACK.  A STANDARD DISK, STAMPED S 29 1917 AND SET IN TOP
 AZ0367'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0139 ***********************************************************************
 DO0139  DESIGNATION -  S 290
 DO0139  PID         -  DO0139
 DO0139  STATE/COUNTY-  TX/JACK
 DO0139  USGS QUAD   -  LYNN CREEK (1981)
 DO0139
 DO0139                         *CURRENT SURVEY CONTROL
 DO0139  ___________________________________________________________________
 DO0139* NAD 83(1986)-  33 18 57.     (N)    098 20 21.     (W)     SCALED    
 DO0139* NAVD 88     -       321.180  (meters)    1053.74   (feet)  ADJUSTED  
 DO0139  ___________________________________________________________________
 DO0139  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DO0139  DYNAMIC HT  -         320.812 (meters)    1052.53  (feet)  COMP
 DO0139  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 DO0139
 DO0139  VERT ORDER  -  SECOND    CLASS 0
 DO0139
 DO0139.The horizontal coordinates were scaled from a topographic map and have
 DO0139.an estimated accuracy of +/- 6 seconds.
 DO0139
 DO0139.The orthometric height was determined by differential leveling
 DO0139.and adjusted by the National Geodetic Survey in June 1991..
 DO0139
 DO0139.The geoid height was determined by GEOID03.
 DO0139
 DO0139.The dynamic height is computed by dividing the NAVD 88
 DO0139.geopotential number by the normal gravity value computed on the
 DO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0139.degrees latitude (g = 980.6199 gals.).
 DO0139
 DO0139.The modeled gravity was interpolated from observed gravity values.
 DO0139
 DO0139;                    North         East    Units  Estimated Accuracy
 DO0139;SPC TXNC     - 2,182,890.      614,980.      MT  (+/- 180 meters Scaled)
 DO0139
 DO0139                          SUPERSEDED SURVEY CONTROL
 DO0139
 DO0139  NGVD 29 (??/??/92)  321.12   (m)         1053.5    (f) COMPUTED    2 0
 DO0139
 DO0139.Superseded values are not recommended for survey control.
 DO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0139.See file dsdata.txt to determine how the superseded data were derived.
 DO0139
 DO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB615864(NAD 83)
 DO0139_MARKER: DB = BENCH MARK DISK
 DO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0139_STAMPING: S 290 1934
 DO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0139+STABILITY: SURFACE MOTION
 DO0139
 DO0139  HISTORY     - Date     Condition        Report By
 DO0139  HISTORY     - 1934     MONUMENTED       CGS
 DO0139  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0139  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0139
 DO0139                          STATION DESCRIPTION
 DO0139
 DO0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0139'9.2 MI S FROM ANTELOPE.
 DO0139'9.2 MI S OF AND ALONG STATE HWY 66 35 FEET N OF CENTER OF ROAD.  2
 DO0139'FEET N OF R/W FENCE.  14 FEET E OF INTERSECTION OF N AND S FENCE LINE
 DO0139'WITH R/W FENCE.  45 FEET E OF CENTER OF CROSS ROAD.
 DO0139
 DO0139                          STATION RECOVERY (2001)
 DO0139
 DO0139'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0139'MARK NOT FOUND.
 DO0139
 DO0139                          STATION RECOVERY (2005)
 DO0139
 DO0139'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0139'PROBABLY DESTROYED, HAVE SUPPORTING PICS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0106 ***********************************************************************
 CT0106  DESIGNATION -  S 291
 CT0106  PID         -  CT0106
 CT0106  STATE/COUNTY-  TX/PALO PINTO
 CT0106  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0106
 CT0106                         *CURRENT SURVEY CONTROL
 CT0106  ___________________________________________________________________
 CT0106* NAD 83(1986)-  32 48 50.     (N)    098 06 47.     (W)     SCALED    
 CT0106* NAVD 88     -       279.628  (meters)     917.41   (feet)  ADJUSTED  
 CT0106  ___________________________________________________________________
 CT0106  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT0106  DYNAMIC HT  -         279.286 (meters)     916.29  (feet)  COMP
 CT0106  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 CT0106
 CT0106  VERT ORDER  -  SECOND    CLASS 0
 CT0106
 CT0106.The horizontal coordinates were scaled from a topographic map and have
 CT0106.an estimated accuracy of +/- 6 seconds.
 CT0106
 CT0106.The orthometric height was determined by differential leveling
 CT0106.and adjusted by the National Geodetic Survey in June 1991..
 CT0106
 CT0106.The geoid height was determined by GEOID03.
 CT0106
 CT0106.The dynamic height is computed by dividing the NAVD 88
 CT0106.geopotential number by the normal gravity value computed on the
 CT0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0106.degrees latitude (g = 980.6199 gals.).
 CT0106
 CT0106.The modeled gravity was interpolated from observed gravity values.
 CT0106
 CT0106;                    North         East    Units  Estimated Accuracy
 CT0106;SPC TXNC     - 2,127,280.      636,230.      MT  (+/- 180 meters Scaled)
 CT0106
 CT0106                          SUPERSEDED SURVEY CONTROL
 CT0106
 CT0106  NGVD 29 (??/??/92)  279.526  (m)          917.08   (f) ADJ UNCH    2 0
 CT0106
 CT0106.Superseded values are not recommended for survey control.
 CT0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0106.See file dsdata.txt to determine how the superseded data were derived.
 CT0106
 CT0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB830310(NAD 83)
 CT0106_MARKER: DB = BENCH MARK DISK
 CT0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0106_SP_SET: BUILDING
 CT0106_STAMPING: S 291 1934 916.898
 CT0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0106
 CT0106  HISTORY     - Date     Condition        Report By
 CT0106  HISTORY     - 1934     MONUMENTED       CGS
 CT0106  HISTORY     - 1961     GOOD             NGS
 CT0106  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0106  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0106
 CT0106                          STATION DESCRIPTION
 CT0106
 CT0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0106'0.4 MI NW FROM MINERAL WELLS.
 CT0106'ABOUT 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0106'MINERAL WELLS, THENCE 0.35 MILE NORTH ALONG U. S. HIGHWAY 281, AT THE
 CT0106'SOUTHWEST CORNER OF THE INTERSECTION OF 700 NORTH OAK AVENUE AND 100
 CT0106'NORTHWEST 7TH STREET, 1 BLOCK NORTH OF THE POST OFFICE, SET VERTICALLY
 CT0106'IN THE EAST FACE AND AT THE NORTHEAST CORNER OF THE CONVENTION HALL,
 CT0106'AND ABOUT 1 FOOT ABOVE THE GROUND.
 CT0106
 CT0106                          STATION RECOVERY (1998)
 CT0106
 CT0106'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0106'MARK NOT FOUND.
 CT0106
 CT0106                          STATION RECOVERY (2004)
 CT0106
 CT0106'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1029 ***********************************************************************
 BZ1029  DESIGNATION -  S 292
 BZ1029  PID         -  BZ1029
 BZ1029  STATE/COUNTY-  TX/BOSQUE
 BZ1029  USGS QUAD   -  MERIDIAN (1979)
 BZ1029
 BZ1029                         *CURRENT SURVEY CONTROL
 BZ1029  ___________________________________________________________________
 BZ1029* NAD 83(1986)-  31 59 35.     (N)    097 38 03.     (W)     SCALED    
 BZ1029* NAVD 88     -       238.331  (meters)     781.92   (feet)  ADJUSTED  
 BZ1029  ___________________________________________________________________
 BZ1029  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BZ1029  DYNAMIC HT  -         238.034 (meters)     780.95  (feet)  COMP
 BZ1029  MODELED GRAV-     979,387.4   (mgal)                       NAVD 88
 BZ1029
 BZ1029  VERT ORDER  -  SECOND    CLASS 0
 BZ1029
 BZ1029.The horizontal coordinates were scaled from a topographic map and have
 BZ1029.an estimated accuracy of +/- 6 seconds.
 BZ1029
 BZ1029.The orthometric height was determined by differential leveling
 BZ1029.and adjusted by the National Geodetic Survey in June 1991..
 BZ1029
 BZ1029.The geoid height was determined by GEOID03.
 BZ1029
 BZ1029.The dynamic height is computed by dividing the NAVD 88
 BZ1029.geopotential number by the normal gravity value computed on the
 BZ1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1029.degrees latitude (g = 980.6199 gals.).
 BZ1029
 BZ1029.The modeled gravity was interpolated from observed gravity values.
 BZ1029
 BZ1029;                    North         East    Units  Estimated Accuracy
 BZ1029;SPC TX C     - 3,261,000.      955,060.      MT  (+/- 180 meters Scaled)
 BZ1029
 BZ1029                          SUPERSEDED SURVEY CONTROL
 BZ1029
 BZ1029  NGVD 29 (??/??/92)  238.293  (m)          781.80   (f) ADJ UNCH    2 0
 BZ1029
 BZ1029.Superseded values are not recommended for survey control.
 BZ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1029.See file dsdata.txt to determine how the superseded data were derived.
 BZ1029
 BZ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA290404(NAD 83)
 BZ1029_MARKER: DB = BENCH MARK DISK
 BZ1029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1029_SP_SET: ABUTMENT
 BZ1029_STAMPING: S 292 1934
 BZ1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1029
 BZ1029  HISTORY     - Date     Condition        Report By
 BZ1029  HISTORY     - 1934     MONUMENTED       CGS
 BZ1029  HISTORY     - 1966     GOOD             NGS
 BZ1029  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1029
 BZ1029                          STATION DESCRIPTION
 BZ1029
 BZ1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1029'2.4 MI S FROM MORGAN.
 BZ1029'ABOUT 2.4 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1029'FROM THE STATION AT MORGAN, BOSQUE COUNTY, ABOUT 0.2 MILE SOUTH OF
 BZ1029'MILEPOST 286, AT A HIGH FILL, AT BRIDGE 285 C, IN THE TOP OF THE
 BZ1029'SOUTHEAST ROCK ABUTMENT, 27 FEET EAST OF THE CENTER LINE OF THE TRACK,
 BZ1029'AND ABOUT 14 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S
 BZ1029'292 1934.  NOTE-- THE MARK WAS REACHED FROM THE POST OFFICE IN MORGAN,
 BZ1029'BY GOING SOUTH ALONG F.M. HIGHWAY 174 FOR 2.4 MILES TO THE VICINITY OF
 BZ1029'MILEPOST 286, THENCE WALKING SOUTH ALONG THE RAILROAD TRACK FOR ABOUT
 BZ1029'0.2 MILE TO SITE OF BENCH MARK.
 BZ1029
 BZ1029                          STATION RECOVERY (2001)
 BZ1029
 BZ1029'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2111 ***********************************************************************
 CS2111  DESIGNATION -  S 293
 CS2111  PID         -  CS2111
 CS2111  STATE/COUNTY-  TX/JOHNSON
 CS2111  USGS QUAD   -  ALVARADO (1978)
 CS2111
 CS2111                         *CURRENT SURVEY CONTROL
 CS2111  ___________________________________________________________________
 CS2111* NAD 83(1986)-  32 24 48.     (N)    097 11 31.     (W)     SCALED    
 CS2111* NAVD 88     -       229.694  (meters)     753.59   (feet)  ADJUSTED  
 CS2111  ___________________________________________________________________
 CS2111  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CS2111  DYNAMIC HT  -         229.419 (meters)     752.69  (feet)  COMP
 CS2111  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 CS2111
 CS2111  VERT ORDER  -  SECOND    CLASS 0
 CS2111
 CS2111.The horizontal coordinates were scaled from a topographic map and have
 CS2111.an estimated accuracy of +/- 6 seconds.
 CS2111
 CS2111.The orthometric height was determined by differential leveling
 CS2111.and adjusted by the National Geodetic Survey in June 1991..
 CS2111
 CS2111.The geoid height was determined by GEOID03.
 CS2111
 CS2111.The dynamic height is computed by dividing the NAVD 88
 CS2111.geopotential number by the normal gravity value computed on the
 CS2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2111.degrees latitude (g = 980.6199 gals.).
 CS2111
 CS2111.The modeled gravity was interpolated from observed gravity values.
 CS2111
 CS2111;                    North         East    Units  Estimated Accuracy
 CS2111;SPC TXNC     - 2,083,570.      723,030.      MT  (+/- 180 meters Scaled)
 CS2111
 CS2111                          SUPERSEDED SURVEY CONTROL
 CS2111
 CS2111  NGVD 29 (??/??/92)  229.666  (m)          753.50   (f) ADJ UNCH    2 0
 CS2111
 CS2111.Superseded values are not recommended for survey control.
 CS2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2111.See file dsdata.txt to determine how the superseded data were derived.
 CS2111
 CS2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA700876(NAD 83)
 CS2111_MARKER: DB = BENCH MARK DISK
 CS2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2111_STAMPING: S 293 1934
 CS2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2111+STABILITY: SURFACE MOTION
 CS2111
 CS2111  HISTORY     - Date     Condition        Report By
 CS2111  HISTORY     - 1934     MONUMENTED       CGS
 CS2111  HISTORY     - 1953     MARK NOT FOUND   NGS
 CS2111  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2111  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2111  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2111  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS2111
 CS2111                          STATION DESCRIPTION
 CS2111
 CS2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS2111'1.8 MI E FROM ALVARADO.
 CS2111'1.8 MI E OF AND ALONG THE DALLAS BRANCH OF S F R R 40 FEET N OF THE
 CS2111'TRACK.  CLOSE TO R/W FENCE.  12 FEET N OF MILE POST 14.
 CS2111
 CS2111                          STATION RECOVERY (1953)
 CS2111
 CS2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CS2111'MARK NOT FOUND.
 CS2111
 CS2111                          STATION RECOVERY (1983)
 CS2111
 CS2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2111'MARK NOT FOUND.
 CS2111
 CS2111                          STATION RECOVERY (1991)
 CS2111
 CS2111'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS2111'MARK NOT FOUND.
 CS2111
 CS2111                          STATION RECOVERY (1994)
 CS2111
 CS2111'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2111'MARK NOT FOUND.
 CS2111
 CS2111                          STATION RECOVERY (1999)
 CS2111
 CS2111'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0066 ***********************************************************************
 DN0066  DESIGNATION -  S 295
 DN0066  PID         -  DN0066
 DN0066  STATE/COUNTY-  TX/FANNIN
 DN0066  USGS QUAD   -  BONHAM (1984)
 DN0066
 DN0066                         *CURRENT SURVEY CONTROL
 DN0066  ___________________________________________________________________
 DN0066* NAD 83(1986)-  33 34 20.     (N)    096 08 47.     (W)     SCALED    
 DN0066* NAVD 88     -       172.167  (meters)     564.85   (feet)  ADJUSTED  
 DN0066  ___________________________________________________________________
 DN0066  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DN0066  DYNAMIC HT  -         171.984 (meters)     564.25  (feet)  COMP
 DN0066  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DN0066
 DN0066  VERT ORDER  -  SECOND    CLASS 0
 DN0066
 DN0066.The horizontal coordinates were scaled from a topographic map and have
 DN0066.an estimated accuracy of +/- 6 seconds.
 DN0066
 DN0066.The orthometric height was determined by differential leveling
 DN0066.and adjusted by the National Geodetic Survey in June 1991..
 DN0066
 DN0066.The geoid height was determined by GEOID03.
 DN0066
 DN0066.The dynamic height is computed by dividing the NAVD 88
 DN0066.geopotential number by the normal gravity value computed on the
 DN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0066.degrees latitude (g = 980.6199 gals.).
 DN0066
 DN0066.The modeled gravity was interpolated from observed gravity values.
 DN0066
 DN0066;                    North         East    Units  Estimated Accuracy
 DN0066;SPC TXNC     - 2,213,760.      818,490.      MT  (+/- 180 meters Scaled)
 DN0066
 DN0066                          SUPERSEDED SURVEY CONTROL
 DN0066
 DN0066  NGVD 29 (??/??/92)  172.162  (m)          564.83   (f) ADJ UNCH    2 0
 DN0066
 DN0066.Superseded values are not recommended for survey control.
 DN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0066.See file dsdata.txt to determine how the superseded data were derived.
 DN0066
 DN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC648183(NAD 83)
 DN0066_MARKER: DB = BENCH MARK DISK
 DN0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0066_SP_SET: FOUNDATION
 DN0066_STAMPING: S 295 1934
 DN0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0066+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 DN0066
 DN0066  HISTORY     - Date     Condition        Report By
 DN0066  HISTORY     - 1934     MONUMENTED       CGS
 DN0066  HISTORY     - 1942     GOOD             BGCO
 DN0066  HISTORY     - 19940413 GOOD             USPSQD
 DN0066  HISTORY     - 20020718 GOOD             INDIV
 DN0066
 DN0066                          STATION DESCRIPTION
 DN0066
 DN0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0066'1.9 MI E FROM BONHAM.
 DN0066'1.9 MI E OF AND ALONG THE T P R R 10 FEET S OF THE CENTER OF THE
 DN0066'TRACK.  0.3 MILES W OF MILE POST 126.  SET HORIZONTALLY IN TOP OF THE
 DN0066'SE END OF A LARGE CONCRETE CULVERT.  NOTE-- BM IS 500 FT. E OF A RD.
 DN0066'CROSSING AND 30 FT. N OF A RD. ALONG N SIDE OF TRACKS..
 DN0066
 DN0066                          STATION RECOVERY (1942)
 DN0066
 DN0066'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1942
 DN0066'RECOVERED IN GOOD CONDITION.
 DN0066
 DN0066                          STATION RECOVERY (1994)
 DN0066
 DN0066'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0066'RECOVERED IN GOOD CONDITION.
 DN0066
 DN0066                          STATION RECOVERY (2002)
 DN0066
 DN0066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0066'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE WITH EXCEPTION -
 DN0066'CORRECT BENCHMARK COORDINATES ARE (N 33 34.365  W 096 08.800)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0142 ***********************************************************************
 CR0142  DESIGNATION -  S 296
 CR0142  PID         -  CR0142
 CR0142  STATE/COUNTY-  TX/RUSK
 CR0142  USGS QUAD   -  HENDERSON (1973)
 CR0142
 CR0142                         *CURRENT SURVEY CONTROL
 CR0142  ___________________________________________________________________
 CR0142* NAD 83(1986)-  32 08 31.     (N)    094 47 58.     (W)     SCALED    
 CR0142* NAVD 88     -       149.387  (meters)     490.11   (feet)  ADJUSTED  
 CR0142  ___________________________________________________________________
 CR0142  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR0142  DYNAMIC HT  -         149.211 (meters)     489.54  (feet)  COMP
 CR0142  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 CR0142
 CR0142  VERT ORDER  -  SECOND    CLASS 0
 CR0142
 CR0142.The horizontal coordinates were scaled from a topographic map and have
 CR0142.an estimated accuracy of +/- 6 seconds.
 CR0142
 CR0142.The orthometric height was determined by differential leveling
 CR0142.and adjusted by the National Geodetic Survey in June 1991..
 CR0142
 CR0142.The geoid height was determined by GEOID03.
 CR0142
 CR0142.The dynamic height is computed by dividing the NAVD 88
 CR0142.geopotential number by the normal gravity value computed on the
 CR0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0142.degrees latitude (g = 980.6199 gals.).
 CR0142
 CR0142.The modeled gravity was interpolated from observed gravity values.
 CR0142
 CR0142;                    North         East    Units  Estimated Accuracy
 CR0142;SPC TXNC     - 2,058,850.      949,060.      MT  (+/- 180 meters Scaled)
 CR0142
 CR0142                          SUPERSEDED SURVEY CONTROL
 CR0142
 CR0142  NGVD 29 (??/??/92)  149.404  (m)          490.17   (f) ADJ UNCH    2 0
 CR0142
 CR0142.Superseded values are not recommended for survey control.
 CR0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0142.See file dsdata.txt to determine how the superseded data were derived.
 CR0142
 CR0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR302575(NAD 83)
 CR0142_MARKER: DB = BENCH MARK DISK
 CR0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0142_STAMPING: S 296 1934
 CR0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0142+STABILITY: SURFACE MOTION
 CR0142
 CR0142  HISTORY     - Date     Condition        Report By
 CR0142  HISTORY     - 1934     MONUMENTED       CGS
 CR0142  HISTORY     - 1938     GOOD             NGS
 CR0142  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR0142
 CR0142                          STATION DESCRIPTION
 CR0142
 CR0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0142'IN HENDERSON.
 CR0142'AT HENDERSON, RUSK COUNTY, ON STATE HIGHWAY 26, AT THE INTERSECTION OF
 CR0142'U. S. HIGHWAY 79, 60 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 26,
 CR0142'65 FEET SOUTHEAST OF THE CENTERLINE OF U. S. HIGHWAY 79, AND ABOUT 4
 CR0142'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 296 1934 AND
 CR0142'SET IN THE TOP OF A CONCRETE POST.
 CR0142
 CR0142                          STATION RECOVERY (1972)
 CR0142
 CR0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CR0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1006 ***********************************************************************
 BY1006  DESIGNATION -  S 298
 BY1006  PID         -  BY1006
 BY1006  STATE/COUNTY-  TX/ANGELINA
 BY1006  USGS QUAD   -  LUFKIN (1980)
 BY1006
 BY1006                         *CURRENT SURVEY CONTROL
 BY1006  ___________________________________________________________________
 BY1006* NAD 83(1986)-  31 21 43.     (N)    094 41 47.     (W)     SCALED    
 BY1006* NAVD 88     -        80.81   (+/-2cm)     265.1    (feet)  VERTCON   
 BY1006  ___________________________________________________________________
 BY1006  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BY1006
 BY1006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1006
 BY1006.The horizontal coordinates were scaled from a topographic map and have
 BY1006.an estimated accuracy of +/- 6 seconds.
 BY1006
 BY1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1006.The vertical order pertains to the NGVD 29 superseded value.
 BY1006
 BY1006.The geoid height was determined by GEOID03.
 BY1006
 BY1006;                    North         East    Units  Estimated Accuracy
 BY1006;SPC TX C     - 3,201,520.    1,236,030.      MT  (+/- 180 meters Scaled)
 BY1006
 BY1006                          SUPERSEDED SURVEY CONTROL
 BY1006
 BY1006  NGVD 29 (??/??/92)   80.861  (m)          265.29   (f) ADJ UNCH    2 0
 BY1006
 BY1006.Superseded values are not recommended for survey control.
 BY1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1006.See file dsdata.txt to determine how the superseded data were derived.
 BY1006
 BY1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ386709(NAD 83)
 BY1006_MARKER: DB = BENCH MARK DISK
 BY1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1006_STAMPING: S 298 1934
 BY1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1006+STABILITY: SURFACE MOTION
 BY1006
 BY1006  HISTORY     - Date     Condition        Report By
 BY1006  HISTORY     - 1934     MONUMENTED       CGS
 BY1006  HISTORY     - 1949     GOOD             NGS
 BY1006
 BY1006                          STATION DESCRIPTION
 BY1006
 BY1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1006'1.8 MI E FROM PROSSER.
 BY1006'1.8 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1006'STATION AT PROSSER, ANGELINA COUNTY, AT A ROAD CROSSING, 40 FEET NORTH
 BY1006'OF THE TRACK, 24 FEET EAST OF THE CENTERLINE OF THE ROAD, SET IN THE
 BY1006'TOP OF A CONCRETE POST AND FLUSH WITH THE GROUND.
 BY1006
 BY1006                          STATION RECOVERY (1949)
 BY1006
 BY1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1513 ***********************************************************************
 BY1513  DESIGNATION -  S 3
 BY1513  PID         -  BY1513
 BY1513  STATE/COUNTY-  TX/HOUSTON
 BY1513  USGS QUAD   -  KENNARD (1951)
 BY1513
 BY1513                         *CURRENT SURVEY CONTROL
 BY1513  ___________________________________________________________________
 BY1513* NAD 83(1986)-  31 17 51.     (N)    095 14 47.     (W)     SCALED    
 BY1513* NAVD 88     -       115.55   (+/-2cm)     379.1    (feet)  VERTCON   
 BY1513  ___________________________________________________________________
 BY1513  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1513
 BY1513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1513
 BY1513.The horizontal coordinates were scaled from a topographic map and have
 BY1513.an estimated accuracy of +/- 6 seconds.
 BY1513
 BY1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1513.The vertical order pertains to the NGVD 29 superseded value.
 BY1513
 BY1513.The geoid height was determined by GEOID03.
 BY1513
 BY1513;                    North         East    Units  Estimated Accuracy
 BY1513;SPC TX C     - 3,191,860.    1,184,090.      MT  (+/- 180 meters Scaled)
 BY1513
 BY1513                          SUPERSEDED SURVEY CONTROL
 BY1513
 BY1513  NGVD 29 (??/??/92)  115.554  (m)          379.11   (f) ADJ UNCH    2 0
 BY1513
 BY1513.Superseded values are not recommended for survey control.
 BY1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1513.See file dsdata.txt to determine how the superseded data were derived.
 BY1513
 BY1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ861647(NAD 83)
 BY1513_MARKER: DD = SURVEY DISK
 BY1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1513_STAMPING: S 3 1948
 BY1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1513+STABILITY: SURFACE MOTION
 BY1513
 BY1513  HISTORY     - Date     Condition        Report By
 BY1513  HISTORY     - 1948     MONUMENTED       USGS
 BY1513  HISTORY     - 1948     GOOD             NGS
 BY1513
 BY1513                          STATION DESCRIPTION
 BY1513
 BY1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1513'7.75 MI S FROM KENNARD.
 BY1513'4.25 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1513'SERVICE ROAD NO. 25 AT KENNARD, THENCE 3.5 MILES SOUTH ALONG FOREST
 BY1513'SERVICE ROAD NO. 14, ABOUT 200.0 FEET SOUTH OF A POINT WHERE THE
 BY1513'FOREST SERVICE ROAD NO. 14 MAKES A TURN TO THE SOUTHEAST AND AN OLD
 BY1513'FOREST ROAD CONTINUES SOUTH, 143.2 FEET SOUTH OF THE SOUTHWEST END OF
 BY1513'A 24-INCH CONCRETE PIPE CULVERT UNDER FOREST SERVICE ROAD NO. 14, 24.8
 BY1513'FEET EAST OF THE CENTER LINE OF THE OLD ROAD, 2.0 FEET SOUTH OF
 BY1513'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 BY1513'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0750 ***********************************************************************
 CT0750  DESIGNATION -  S 3
 CT0750  PID         -  CT0750
 CT0750  STATE/COUNTY-  TX/JONES
 CT0750  USGS QUAD   -  ANSON (1965)
 CT0750
 CT0750                         *CURRENT SURVEY CONTROL
 CT0750  ___________________________________________________________________
 CT0750* NAD 83(1986)-  32 51 49.     (N)    099 53 24.     (W)     SCALED    
 CT0750* NAVD 88     -       498.389  (meters)    1635.13   (feet)  ADJUSTED  
 CT0750  ___________________________________________________________________
 CT0750  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0750  DYNAMIC HT  -         497.749 (meters)    1633.03  (feet)  COMP
 CT0750  MODELED GRAV-     979,339.5   (mgal)                       NAVD 88
 CT0750
 CT0750  VERT ORDER  -  SECOND    CLASS 0
 CT0750
 CT0750.The horizontal coordinates were scaled from a topographic map and have
 CT0750.an estimated accuracy of +/- 6 seconds.
 CT0750
 CT0750.The orthometric height was determined by differential leveling
 CT0750.and adjusted by the National Geodetic Survey in June 1991..
 CT0750
 CT0750.The geoid height was determined by GEOID03.
 CT0750
 CT0750.The dynamic height is computed by dividing the NAVD 88
 CT0750.geopotential number by the normal gravity value computed on the
 CT0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0750.degrees latitude (g = 980.6199 gals.).
 CT0750
 CT0750.The modeled gravity was interpolated from observed gravity values.
 CT0750
 CT0750;                    North         East    Units  Estimated Accuracy
 CT0750;SPC TXNC     - 2,133,590.      469,920.      MT  (+/- 180 meters Scaled)
 CT0750
 CT0750                          SUPERSEDED SURVEY CONTROL
 CT0750
 CT0750  NGVD 29 (??/??/92)  498.196  (m)         1634.50   (f) ADJ UNCH    2 0
 CT0750
 CT0750.Superseded values are not recommended for survey control.
 CT0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0750.See file dsdata.txt to determine how the superseded data were derived.
 CT0750
 CT0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB167365(NAD 83)
 CT0750_MARKER: DD = SURVEY DISK
 CT0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0750_STAMPING: S 3 1960
 CT0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0750+STABILITY: SURFACE MOTION
 CT0750
 CT0750  HISTORY     - Date     Condition        Report By
 CT0750  HISTORY     - 1960     MONUMENTED       DOD
 CT0750  HISTORY     - 1961     GOOD             NGS
 CT0750
 CT0750                          STATION DESCRIPTION
 CT0750
 CT0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0750'8.3 MI W FROM STAMFORD.
 CT0750'5.0 MILES SOUTHWEST ALONG THE WICHITA VALLEY RAILROAD FROM THE STATION
 CT0750'AT STAMFORD, THENCE 1.6 MILES WEST ALONG FARM ROAD 1636, THENCE 0.4
 CT0750'MILE SOUTH ALONG U.S. HIGHWAY 277, THENCE 1.3 MILES WEST ALONG FARM
 CT0750'ROAD 1636, 60 FEET NORTHEAST OF A T-INTERSECTION, 48 FEET NORTH OF
 CT0750'CENTER LINE OF HIGHWAY, 19 FEET WEST OF ANOTHER USE MONUMENT, 2 FEET
 CT0750'SOUTH OF A WOODEN WITNESS POST, 6 INCHES NORTH OF A FENCE, LEVEL WITH
 CT0750'THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 CT0750'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2164 ***********************************************************************
 CS2164  DESIGNATION -  S 3
 CS2164  PID         -  CS2164
 CS2164  STATE/COUNTY-  TX/HOOD
 CS2164  USGS QUAD   -  GRANBURY (1979)
 CS2164
 CS2164                         *CURRENT SURVEY CONTROL
 CS2164  ___________________________________________________________________
 CS2164* NAD 83(1986)-  32 26 33.     (N)    097 47 12.     (W)     SCALED    
 CS2164* NAVD 88     -       221.084  (meters)     725.34   (feet)  ADJUSTED  
 CS2164  ___________________________________________________________________
 CS2164  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CS2164  DYNAMIC HT  -         220.816 (meters)     724.46  (feet)  COMP
 CS2164  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 CS2164
 CS2164  VERT ORDER  -  FIRST     CLASS II
 CS2164
 CS2164.The horizontal coordinates were scaled from a topographic map and have
 CS2164.an estimated accuracy of +/- 6 seconds.
 CS2164
 CS2164.The orthometric height was determined by differential leveling
 CS2164.and adjusted by the National Geodetic Survey in June 1991..
 CS2164
 CS2164.The geoid height was determined by GEOID03.
 CS2164
 CS2164.The dynamic height is computed by dividing the NAVD 88
 CS2164.geopotential number by the normal gravity value computed on the
 CS2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2164.degrees latitude (g = 980.6199 gals.).
 CS2164
 CS2164.The modeled gravity was interpolated from observed gravity values.
 CS2164
 CS2164;                    North         East    Units  Estimated Accuracy
 CS2164;SPC TXNC     - 2,086,260.      667,070.      MT  (+/- 180 meters Scaled)
 CS2164
 CS2164                          SUPERSEDED SURVEY CONTROL
 CS2164
 CS2164  NGVD 29 (??/??/92)  221.057  (m)          725.25   (f) ADJ UNCH    1 2
 CS2164
 CS2164.Superseded values are not recommended for survey control.
 CS2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2164.See file dsdata.txt to determine how the superseded data were derived.
 CS2164
 CS2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA140901(NAD 83)
 CS2164_MARKER: B = BOLT
 CS2164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2164_SP_SET: STONE WATER TABLE
 CS2164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2164+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS2164
 CS2164  HISTORY     - Date     Condition        Report By
 CS2164  HISTORY     - UNK      MONUMENTED       CGS
 CS2164  HISTORY     - 1952     GOOD             NGS
 CS2164  HISTORY     - 20041023 GOOD             USPSQD
 CS2164  HISTORY     - 20051119 GOOD             USPSQD
 CS2164
 CS2164                          STATION DESCRIPTION
 CS2164
 CS2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2164'IN GRANBURY.
 CS2164'AT GRANBURY, HOOD COUNTY, ON THE EAST SIDE OF THE COUNTY COURT HOUSE,
 CS2164'10 FEET NORTH OF THE EAST DOOR, IN THE STONE WATER TABLE AND ABOUT 4
 CS2164'1/2 FEET ABOVE THE GROUND.  A COPPER BOLT STAMPED USBM.
 CS2164
 CS2164                          STATION RECOVERY (2004)
 CS2164
 CS2164'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CS2164''SMALL' COPPER BOLT LEVEL WITH THE BASE OF THE EAST DOOR.
 CS2164
 CS2164                          STATION RECOVERY (2005)
 CS2164
 CS2164'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CS2164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0282 ***********************************************************************
 AZ0282  DESIGNATION -  S 30
 AZ0282  PID         -  AZ0282
 AZ0282  STATE/COUNTY-  TX/VAL VERDE
 AZ0282  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0282
 AZ0282                         *CURRENT SURVEY CONTROL
 AZ0282  ___________________________________________________________________
 AZ0282* NAD 83(1986)-  29 29 05.     (N)    101 02 19.     (W)     SCALED    
 AZ0282* NAVD 88     -       295.185  (meters)     968.45   (feet)  POSTED    
 AZ0282  ___________________________________________________________________
 AZ0282  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AZ0282  DYNAMIC HT  -         294.750 (meters)     967.03  (feet)  COMP
 AZ0282  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AZ0282
 AZ0282  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0282
 AZ0282.The horizontal coordinates were scaled from a topographic map and have
 AZ0282.an estimated accuracy of +/- 6 seconds.
 AZ0282
 AZ0282.The orthometric height was determined by differential leveling
 AZ0282.and adjusted by the National Geodetic Survey in 1992..
 AZ0282.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0282.rate of 0.0 thru 1.0 mm/km.
 AZ0282
 AZ0282.The geoid height was determined by GEOID03.
 AZ0282
 AZ0282.The dynamic height is computed by dividing the NAVD 88
 AZ0282.geopotential number by the normal gravity value computed on the
 AZ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0282.degrees latitude (g = 980.6199 gals.).
 AZ0282
 AZ0282.The modeled gravity was interpolated from observed gravity values.
 AZ0282
 AZ0282;                    North         East    Units  Estimated Accuracy
 AZ0282;SPC TXSC     - 4,184,740.      402,330.      MT  (+/- 180 meters Scaled)
 AZ0282
 AZ0282                          SUPERSEDED SURVEY CONTROL
 AZ0282
 AZ0282.No superseded survey control is available for this station.
 AZ0282
 AZ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT023634(NAD 83)
 AZ0282_MARKER: DB = BENCH MARK DISK
 AZ0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0282_SP_SET: ABUTMENT
 AZ0282_STAMPING: S 30 1917 968.16
 AZ0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0282
 AZ0282  HISTORY     - Date     Condition        Report By
 AZ0282  HISTORY     - 1917     MONUMENTED       CGS
 AZ0282  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0282  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0282
 AZ0282                          STATION DESCRIPTION
 AZ0282
 AZ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0282'1.5 MI W FROM DEVILS RIVER.
 AZ0282'ABOUT 1.5 MILES WEST OF DEVILS RIVER, VAL VERDE COUNTY, ON THE
 AZ0282'SOUTHERN PACIFIC RAILROAD, 21 TELEGRAPH POLES WEST OF MILEPOST 394,
 AZ0282'ABOUT 10 FEET SOUTH OF THE TRACK, AND ON THE EAST ABUTMENT OF DEVILS
 AZ0282'RIVER BRIDGE.  A STANDARD DISK, STAMPED S 30 1917 968.16, AND SET IN
 AZ0282'THE STONE ABUTMENT.  NOTE-- THIS MARK WAS SEARCHED FOR, BUT WAS NOT
 AZ0282'RECOVERED.  APPARENTLY A NEW BRIDGE HAS BEEN BUILT AND THE OLD
 AZ0282'ABUTMENT AND THE MARK WERE LIKELY DESTROYED.  NOTE-- AREA UNDER WATER.
 AZ0282
 AZ0282                          STATION RECOVERY (1972)
 AZ0282
 AZ0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2033 ***********************************************************************
 BY2033  DESIGNATION -  S 300 RESET 1952
 BY2033  PID         -  BY2033
 BY2033  STATE/COUNTY-  TX/FREESTONE
 BY2033  USGS QUAD   -  LONG LAKE (1964)
 BY2033
 BY2033                         *CURRENT SURVEY CONTROL
 BY2033  ___________________________________________________________________
 BY2033* NAD 83(1986)-  31 38 48.     (N)    095 48 07.     (W)     SCALED    
 BY2033* NAVD 88     -        76.279  (meters)     250.26   (feet)  ADJUSTED  
 BY2033  ___________________________________________________________________
 BY2033  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY2033  DYNAMIC HT  -          76.186 (meters)     249.95  (feet)  COMP
 BY2033  MODELED GRAV-     979,425.5   (mgal)                       NAVD 88
 BY2033
 BY2033  VERT ORDER  -  FIRST     CLASS II
 BY2033
 BY2033.The horizontal coordinates were scaled from a topographic map and have
 BY2033.an estimated accuracy of +/- 6 seconds.
 BY2033
 BY2033.The orthometric height was determined by differential leveling
 BY2033.and adjusted by the National Geodetic Survey in June 1991..
 BY2033
 BY2033.The geoid height was determined by GEOID03.
 BY2033
 BY2033.The dynamic height is computed by dividing the NAVD 88
 BY2033.geopotential number by the normal gravity value computed on the
 BY2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2033.degrees latitude (g = 980.6199 gals.).
 BY2033
 BY2033.The modeled gravity was interpolated from observed gravity values.
 BY2033
 BY2033;                    North         East    Units  Estimated Accuracy
 BY2033;SPC TX C     - 3,228,250.    1,129,680.      MT  (+/- 180 meters Scaled)
 BY2033
 BY2033                          SUPERSEDED SURVEY CONTROL
 BY2033
 BY2033  NGVD 29 (??/??/92)   76.26   (m)          250.2    (f) COMPUTED    1 2
 BY2033
 BY2033.Superseded values are not recommended for survey control.
 BY2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2033.See file dsdata.txt to determine how the superseded data were derived.
 BY2033
 BY2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR342046(NAD 83)
 BY2033_MARKER: DB = BENCH MARK DISK
 BY2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2033_STAMPING: S 300 1934 RESET 1952
 BY2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2033+STABILITY: SURFACE MOTION
 BY2033
 BY2033  HISTORY     - Date     Condition        Report By
 BY2033  HISTORY     - 1952     MONUMENTED       CGS
 BY2033  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2033
 BY2033                          STATION DESCRIPTION
 BY2033
 BY2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2033'4.75 MI NE FROM OAKWOOD.
 BY2033'4.75 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD STATE BANK
 BY2033'AT OAKWOOD, 0.3 MILE SOUTHWEST OF A JUNCTION WITH U.S. HIGHWAY 84, 103
 BY2033'FEET SOUTHWEST OF THE CENTER LINE OF A SAND ROAD LEADING NORTHWEST,
 BY2033'51.4 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 BY2033'SOUTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A FENCE, 3 FEET
 BY2033'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY2033'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY2033
 BY2033                          STATION RECOVERY (1980)
 BY2033
 BY2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2034 ***********************************************************************
 BY2034  DESIGNATION -  S 300 RESET 1954
 BY2034  PID         -  BY2034
 BY2034  STATE/COUNTY-  TX/FREESTONE
 BY2034  USGS QUAD   -  LONG LAKE (1964)
 BY2034
 BY2034                         *CURRENT SURVEY CONTROL
 BY2034  ___________________________________________________________________
 BY2034* NAD 83(1986)-  31 38 48.     (N)    095 48 07.     (W)     SCALED    
 BY2034* NAVD 88     -        75.709  (meters)     248.39   (feet)  ADJUSTED  
 BY2034  ___________________________________________________________________
 BY2034  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY2034  DYNAMIC HT  -          75.617 (meters)     248.09  (feet)  COMP
 BY2034  MODELED GRAV-     979,425.5   (mgal)                       NAVD 88
 BY2034
 BY2034  VERT ORDER  -  FIRST     CLASS II
 BY2034
 BY2034.The horizontal coordinates were scaled from a topographic map and have
 BY2034.an estimated accuracy of +/- 6 seconds.
 BY2034
 BY2034.The orthometric height was determined by differential leveling
 BY2034.and adjusted by the National Geodetic Survey in June 1991..
 BY2034
 BY2034.The geoid height was determined by GEOID03.
 BY2034
 BY2034.The dynamic height is computed by dividing the NAVD 88
 BY2034.geopotential number by the normal gravity value computed on the
 BY2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2034.degrees latitude (g = 980.6199 gals.).
 BY2034
 BY2034.The modeled gravity was interpolated from observed gravity values.
 BY2034
 BY2034;                    North         East    Units  Estimated Accuracy
 BY2034;SPC TX C     - 3,228,250.    1,129,680.      MT  (+/- 180 meters Scaled)
 BY2034
 BY2034                          SUPERSEDED SURVEY CONTROL
 BY2034
 BY2034  NGVD 29 (??/??/??)   75.74   (m)          248.5    (f) RESET       3  
 BY2034
 BY2034.Superseded values are not recommended for survey control.
 BY2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2034.See file dsdata.txt to determine how the superseded data were derived.
 BY2034
 BY2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR342046(NAD 83)
 BY2034_MARKER: DB = BENCH MARK DISK
 BY2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2034_STAMPING: S 300 RESET 1954
 BY2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2034+STABILITY: SURFACE MOTION
 BY2034
 BY2034  HISTORY     - Date     Condition        Report By
 BY2034  HISTORY     - 1954     MONUMENTED       CGS
 BY2034  HISTORY     - 1980     GOOD             NGS
 BY2034
 BY2034                          STATION DESCRIPTION
 BY2034
 BY2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BY2034'4.8 MI NE FROM OAKWOOD.
 BY2034'IN FREESTONE COUNTY, 4.8 MILES NORTHEAST ALONG U. S. HIGHWAY 79 FROM
 BY2034'THE OAKWOOD STATE BANK AT OAKWOOD, LEON COUNTY, 300 FEET WEST OF THE
 BY2034'CENTERLINE OF A LANE OF U. S. HIGHWAY 84 THAT MERGES EAST-BOUND
 BY2034'TRAFFIC FROM THAT HIGHWAY WITH WEST-BOUND TRAFFIC ON THE NORTH LANE OF
 BY2034'U. S. HIGHWAY 79, 180 FEET SOUTHEAST OF A POWER-TRANSMISSION LINE
 BY2034'POLE, 75 FEET NORTHWEST OF THE CENTERLINE OF THE NORTH LANE OF DIVIDED
 BY2034'U. S. HIGHWAY 79, 3 FEET SOUTHEAST OF A FENCE, 4 FEET FROM A CORNER
 BY2034'POST, AND 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 BY2034'DISK, STAMPED S 300 RESET 1954, AND SET IN THE TOP OF A CONCRETE POST.
 BY2034
 BY2034                          STATION RECOVERY (1980)
 BY2034
 BY2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0656 ***********************************************************************
 BY0656  DESIGNATION -  S 301
 BY0656  PID         -  BY0656
 BY0656  STATE/COUNTY-  TX/CHEROKEE
 BY0656  USGS QUAD   -  WELLS (1980)
 BY0656
 BY0656                         *CURRENT SURVEY CONTROL
 BY0656  ___________________________________________________________________
 BY0656* NAD 83(1986)-  31 28 00.     (N)    094 59 17.     (W)     SCALED    
 BY0656* NAVD 88     -        74.73   (+/-2cm)     245.2    (feet)  VERTCON   
 BY0656  ___________________________________________________________________
 BY0656  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY0656
 BY0656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0656
 BY0656.The horizontal coordinates were scaled from a topographic map and have
 BY0656.an estimated accuracy of +/- 6 seconds.
 BY0656
 BY0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0656.The vertical order pertains to the NGVD 29 superseded value.
 BY0656
 BY0656.The geoid height was determined by GEOID03.
 BY0656
 BY0656;                    North         East    Units  Estimated Accuracy
 BY0656;SPC TX C     - 3,211,740.    1,207,760.      MT  (+/- 180 meters Scaled)
 BY0656
 BY0656                          SUPERSEDED SURVEY CONTROL
 BY0656
 BY0656  NGVD 29 (??/??/92)   74.780  (m)          245.34   (f) ADJ UNCH    2 0
 BY0656
 BY0656.Superseded values are not recommended for survey control.
 BY0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0656.See file dsdata.txt to determine how the superseded data were derived.
 BY0656
 BY0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ111830(NAD 83)
 BY0656_MARKER: DB = BENCH MARK DISK
 BY0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0656_STAMPING: S 301 1935
 BY0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0656+STABILITY: SURFACE MOTION
 BY0656
 BY0656  HISTORY     - Date     Condition        Report By
 BY0656  HISTORY     - 1935     MONUMENTED       CGS
 BY0656  HISTORY     - 1949     GOOD             NGS
 BY0656
 BY0656                          STATION DESCRIPTION
 BY0656
 BY0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0656'3.4 MI W FROM WELLS.
 BY0656'3.4 MILES WEST ALONG THE WELLS-RATCLIFF ROAD FROM WELLS, CHEROKEE
 BY0656'COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST, 34 FEET SOUTH OF THE
 BY0656'CENTERLINE OF THE SIDE ROAD, AND 32 FEET WEST OF THE CENTERLINE OF THE
 BY0656'WELLS-RATCLIFF ROAD.  A STANDARD DISK, STAMPED S 301 1935 AND SET IN
 BY0656'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1905 ***********************************************************************
 BK1905  DESIGNATION -  S 302
 BK1905  PID         -  BK1905
 BK1905  STATE/COUNTY-  TX/JASPER
 BK1905  USGS QUAD   -  JASPER EAST (1984)
 BK1905
 BK1905                         *CURRENT SURVEY CONTROL
 BK1905  ___________________________________________________________________
 BK1905* NAD 83(1986)-  30 57 47.     (N)    093 52 49.     (W)     SCALED    
 BK1905* NAVD 88     -        90.56   (+/-2cm)     297.1    (feet)  VERTCON   
 BK1905  ___________________________________________________________________
 BK1905  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BK1905
 BK1905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1905
 BK1905.The horizontal coordinates were scaled from a topographic map and have
 BK1905.an estimated accuracy of +/- 6 seconds.
 BK1905
 BK1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1905.The vertical order pertains to the NGVD 29 superseded value.
 BK1905
 BK1905.The geoid height was determined by GEOID03.
 BK1905
 BK1905;                    North         East    Units  Estimated Accuracy
 BK1905;SPC TX C     - 3,161,590.    1,316,110.      MT  (+/- 180 meters Scaled)
 BK1905
 BK1905                          SUPERSEDED SURVEY CONTROL
 BK1905
 BK1905  NGVD 29 (??/??/??)   90.565  (m)          297.13   (f) ADJUSTED    2 0
 BK1905
 BK1905.Superseded values are not recommended for survey control.
 BK1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1905.See file dsdata.txt to determine how the superseded data were derived.
 BK1905
 BK1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ159258(NAD 83)
 BK1905_MARKER: DB = BENCH MARK DISK
 BK1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1905_STAMPING: S 302 1935
 BK1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1905+STABILITY: SURFACE MOTION
 BK1905
 BK1905  HISTORY     - Date     Condition        Report By
 BK1905  HISTORY     - 1935     MONUMENTED       CGS
 BK1905  HISTORY     - 1954     MARK NOT FOUND   CGS
 BK1905  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1905
 BK1905                          STATION DESCRIPTION
 BK1905
 BK1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BK1905'6.7 MI NE FROM JASPER.
 BK1905'6.7 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE COUNTY COURTHOUSE
 BK1905'AT JASPER, JASPER COUNTY, AT THE EDGE OF A FOREST, AT THE JUNCTION OF
 BK1905'A ROAD LEADING NORTHEAST, 51 FEET NORTH OF THE CENTERLINE OF THE
 BK1905'HIGHWAY, AND 38 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 BK1905'DISK, STAMPED S 302 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK1905
 BK1905                          STATION RECOVERY (1978)
 BK1905
 BK1905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0622 ***********************************************************************
 BY0622  DESIGNATION -  S 303
 BY0622  PID         -  BY0622
 BY0622  STATE/COUNTY-  TX/ANGELINA
 BY0622  USGS QUAD   -  ZAVALLA (1984)
 BY0622
 BY0622                         *CURRENT SURVEY CONTROL
 BY0622  ___________________________________________________________________
 BY0622* NAD 83(1986)-  31 09 32.     (N)    094 25 36.     (W)     SCALED    
 BY0622* NAVD 88     -        67.69   (+/-2cm)     222.1    (feet)  VERTCON   
 BY0622  ___________________________________________________________________
 BY0622  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BY0622
 BY0622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0622
 BY0622.The horizontal coordinates were scaled from a topographic map and have
 BY0622.an estimated accuracy of +/- 6 seconds.
 BY0622
 BY0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0622.The vertical order pertains to the NGVD 29 superseded value.
 BY0622
 BY0622.The geoid height was determined by GEOID03.
 BY0622
 BY0622;                    North         East    Units  Estimated Accuracy
 BY0622;SPC TX C     - 3,180,370.    1,262,850.      MT  (+/- 180 meters Scaled)
 BY0622
 BY0622                          SUPERSEDED SURVEY CONTROL
 BY0622
 BY0622  NGVD 29 (??/??/92)   67.708  (m)          222.14   (f) ADJ UNCH    2 0
 BY0622
 BY0622.Superseded values are not recommended for survey control.
 BY0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0622.See file dsdata.txt to determine how the superseded data were derived.
 BY0622
 BY0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ640480(NAD 83)
 BY0622_MARKER: DB = BENCH MARK DISK
 BY0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0622_STAMPING: S 303 1934
 BY0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0622+STABILITY: SURFACE MOTION
 BY0622
 BY0622  HISTORY     - Date     Condition        Report By
 BY0622  HISTORY     - 1934     MONUMENTED       CGS
 BY0622  HISTORY     - 1949     GOOD             NGS
 BY0622  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0622
 BY0622                          STATION DESCRIPTION
 BY0622
 BY0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0622'IN ZAVALLA.
 BY0622'AT ZAVALLA, 95.5 FEET NORTH OF THE NORTHWEST CORNER OF RAILROAD BRIDGE
 BY0622'NO. 114.22, 77.2 FEET EAST OF AND ACROSS THE STREET FROM THE NORTHEAST
 BY0622'CORNER OF THE HERMAN BARKER HOME, 74.0 FEET SOUTH OF THE SOUTHEAST
 BY0622'CORNER OF THE TEXAS AND NEW ORLEANS RAILROAD STATION PLATFORM, 38.0
 BY0622'FEET EAST OF THE CENTER LINE OF THE STREET LEADING TO THE STATION,
 BY0622'12.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 1.5 FEET WEST OF A
 BY0622'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT BELOW
 BY0622'THE GROUND LEVEL.
 BY0622
 BY0622                          STATION RECOVERY (1979)
 BY0622
 BY0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0286 ***********************************************************************
 BL0286  DESIGNATION -  S 304
 BL0286  PID         -  BL0286
 BL0286  STATE/COUNTY-  TX/HARDIN
 BL0286  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0286
 BL0286                         *CURRENT SURVEY CONTROL
 BL0286  ___________________________________________________________________
 BL0286* NAD 83(1986)-  30 26 05.     (N)    094 22 32.     (W)     SCALED    
 BL0286* NAVD 88     -        32.94   (+/-2cm)     108.1    (feet)  VERTCON   
 BL0286  ___________________________________________________________________
 BL0286  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL0286
 BL0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0286
 BL0286.The horizontal coordinates were scaled from a topographic map and have
 BL0286.an estimated accuracy of +/- 6 seconds.
 BL0286
 BL0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0286.The vertical order pertains to the NGVD 29 superseded value.
 BL0286
 BL0286.The geoid height was determined by GEOID03.
 BL0286
 BL0286;                    North         East    Units  Estimated Accuracy
 BL0286;SPC TX C     - 3,100,470.    1,272,010.      MT  (+/- 180 meters Scaled)
 BL0286
 BL0286                          SUPERSEDED SURVEY CONTROL
 BL0286
 BL0286  NGVD 29 (??/??/92)   32.934  (m)          108.05   (f) ADJ UNCH    2 0
 BL0286
 BL0286.Superseded values are not recommended for survey control.
 BL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0286.See file dsdata.txt to determine how the superseded data were derived.
 BL0286
 BL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP679677(NAD 83)
 BL0286_MARKER: DB = BENCH MARK DISK
 BL0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0286_STAMPING: S 304 1934
 BL0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0286+STABILITY: SURFACE MOTION
 BL0286
 BL0286  HISTORY     - Date     Condition        Report By
 BL0286  HISTORY     - 1934     MONUMENTED       CGS
 BL0286  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0286  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0286
 BL0286                          STATION DESCRIPTION
 BL0286
 BL0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0286'5.4 MI S FROM VILLAGE MILLS.
 BL0286'5.4 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM VILLAGE
 BL0286'MILLS, HARDIN COUNTY, 9 FEET SOUTHEAST OF MILEPOST 60, 105 FEET
 BL0286'SOUTHEAST OF A ROAD CROSSING, AND 30 FEET SOUTHWEST OF THE CENTERLINE
 BL0286'OF THE TRACK.  A STANDARD DISK, STAMPED S 304 1934 AND SET IN THE TOP
 BL0286'OF A CONCRETE POST.
 BL0286
 BL0286                          STATION RECOVERY (1977)
 BL0286
 BL0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0286'MARK NOT FOUND.
 BL0286
 BL0286                          STATION RECOVERY (1998)
 BL0286
 BL0286'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0484 ***********************************************************************
 AW0484  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0484  DESIGNATION -  S 305
 AW0484  PID         -  AW0484
 AW0484  STATE/COUNTY-  TX/GALVESTON
 AW0484  USGS QUAD   -  HITCHCOCK (1974)
 AW0484
 AW0484                         *CURRENT SURVEY CONTROL
 AW0484  ___________________________________________________________________
 AW0484* NAD 83(1993)-  29 21 35.43148(N)    095 03 11.39686(W)     ADJUSTED  
 AW0484* NAVD 88     -         4.87   (meters)      16.0    (feet)  GPS OBS   
 AW0484  ___________________________________________________________________
 AW0484  X           -    -490,022.437 (meters)                     COMP
 AW0484  Y           -  -5,541,750.707 (meters)                     COMP
 AW0484  Z           -   3,108,713.233 (meters)                     COMP
 AW0484  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AW0484  ELLIP HEIGHT-         -21.90  (meters)          (02/14/02) GPS OBS
 AW0484  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW0484  DYNAMIC HT  -           4.86  (meters)      15.9   (feet)  COMP
 AW0484  MODELED GRAV-     979,264.6   (mgal)                       NAVD 88
 AW0484
 AW0484  HORZ ORDER  -  FIRST
 AW0484  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0484  ELLP ORDER  -  FOURTH    CLASS II
 AW0484
 AW0484.The horizontal coordinates were established by GPS observations
 AW0484.and adjusted by the National Geodetic Survey in December 2001..
 AW0484
 AW0484.The orthometric height was determined by GPS observations and a
 AW0484.high-resolution geoid model using precise GPS observation and
 AW0484.processing techniques. It supersedes the leveled height previously
 AW0484.determined for this station.
 AW0484.WARNING-GPS observations at this control monument resulted in a GPS
 AW0484.derived orthometric height which differed from the leveled height by
 AW0484.more than one decimeter (0.1 meter).
 AW0484.The vertical order pertains to the first NAVD 88 superseded value.
 AW0484
 AW0484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0484
 AW0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0484
 AW0484.The ellipsoidal height was determined by GPS observations
 AW0484.and is referenced to NAD 83.
 AW0484
 AW0484.The geoid height was determined by GEOID03.
 AW0484
 AW0484.The dynamic height is computed by dividing the NAVD 88
 AW0484.geopotential number by the normal gravity value computed on the
 AW0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0484.degrees latitude (g = 980.6199 gals.).
 AW0484
 AW0484.The modeled gravity was interpolated from observed gravity values.
 AW0484
 AW0484;                    North         East     Units Scale Factor Converg.
 AW0484;SPC TXSC     - 4,175,642.622   983,110.584   MT  0.99986334   +1 56 01.0
 AW0484;SPC TXSC     -13,699,587.50  3,225,421.97   sFT  0.99986334   +1 56 01.0
 AW0484;UTM  15      - 3,249,605.409   300,696.031   MT  1.00009016   -1 00 25.1
 AW0484
 AW0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0484!SPC TXSC     -   1.00000344  x   0.99986334  =   0.99986678
 AW0484!UTM  15      -   1.00000344  x   1.00009016  =   1.00009360
 AW0484
 AW0484                          SUPERSEDED SURVEY CONTROL
 AW0484
 AW0484  ELLIP H (12/03/01)  -21.88   (m)                       GP(       ) 4 2
 AW0484  ELLIP H (10/25/00)  -21.89   (m)                       GP(       ) 4 1
 AW0484  NAD 83(1993)-  29 21 35.43253(N)    095 03 11.39546(W) AD(       ) 1
 AW0484  ELLIP H (10/17/96)  -21.76   (m)                       GP(       ) 3 1
 AW0484  NAVD 88 (06/15/91)    4.960  (m)           16.27   (f) ADJUSTED    1 2
 AW0484  NGVD 29 (12/23/87)    4.957  (m)           16.26   (f) ADJUSTED    1 2
 AW0484
 AW0484.Superseded values are not recommended for survey control.
 AW0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0484.See file dsdata.txt to determine how the superseded data were derived.
 AW0484
 AW0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0069649605(NAD 83)
 AW0484_MARKER: DB = BENCH MARK DISK
 AW0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0484_SP_SET: CONCRETE POST
 AW0484_STAMPING: 05 5
 AW0484_MARK LOGO: CGS   
 AW0484_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0484+STABILITY: SURFACE MOTION
 AW0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0484+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 AW0484
 AW0484  HISTORY     - Date     Condition        Report By
 AW0484  HISTORY     - UNK      MONUMENTED       CGS
 AW0484  HISTORY     - 1973     POOR             NGS
 AW0484  HISTORY     - 1978     GOOD             NGS
 AW0484  HISTORY     - 1987     GOOD             USPSQD
 AW0484  HISTORY     - 1987     POOR             USPSQD
 AW0484  HISTORY     - 1987     GOOD             USPSQD
 AW0484  HISTORY     - 1987     POOR             USPSQD
 AW0484  HISTORY     - 1987     POOR             NGS
 AW0484  HISTORY     - 1988     GOOD             USPSQD
 AW0484  HISTORY     - 1988     POOR             USPSQD
 AW0484  HISTORY     - 1988     GOOD             USPSQD
 AW0484  HISTORY     - 1988     POOR             USPSQD
 AW0484  HISTORY     - 1988     GOOD             USPSQD
 AW0484  HISTORY     - 1988     GOOD             USPSQD
 AW0484  HISTORY     - 1988     POOR             USPSQD
 AW0484  HISTORY     - 1988     POOR             USPSQD
 AW0484  HISTORY     - 1989     GOOD             USPSQD
 AW0484  HISTORY     - 1990     POOR             USPSQD
 AW0484  HISTORY     - 19950414 GOOD             HGCSD
 AW0484  HISTORY     - 20030719 GOOD             USPSQD
 AW0484  HISTORY     - 20041021 GOOD             USPSQD
 AW0484
 AW0484                          STATION DESCRIPTION
 AW0484
 AW0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0484'2.15 MI W FROM HITCHCOCK.
 AW0484'2.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0484'THE STATION AT HITCHCOCK, 1.85 MILES EAST OF ALTA LOMA, 65 FEET
 AW0484'NORTHEAST OF THE CENTER OF THE CROSSING OF AN ASPHALT ROAD, 49.6 FEET
 AW0484'NORTH OF THE NORTH RAIL, 34 1/2 FEET EAST OF THE CENTER LINE OF THE
 AW0484'ROAD, 5.8 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL BUILDING, 0.8
 AW0484'FOOT WEST OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE TRACK, AND
 AW0484'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE
 AW0484'DISK WAS MUTILATED AND 05 5 IS ALL THE STAMPING THAT IS LEGIBLE.
 AW0484
 AW0484                          STATION RECOVERY (1978)
 AW0484
 AW0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0484'RECOVERED IN GOOD CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1987)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0484'RECOVERED IN GOOD CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1987)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0484'MARK RECOVERED IN POOR CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1987)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0484'RECOVERED IN GOOD CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1987)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0484'MARK RECOVERED IN POOR CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1987)
 AW0484
 AW0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0484'MARK RECOVERED IN POOR CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1988)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0484'RECOVERED IN GOOD CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1988)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0484'MARK RECOVERED IN POOR CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1988)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0484'RECOVERED IN GOOD CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1988)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0484'MARK RECOVERED IN POOR CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1988)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0484'RECOVERED IN GOOD CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1988)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0484'RECOVERED IN GOOD CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1988)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0484'MARK RECOVERED IN POOR CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1988)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0484'MARK RECOVERED IN POOR CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1989)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0484'RECOVERED IN GOOD CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1990)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0484'MARK RECOVERED IN POOR CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (1995)
 AW0484
 AW0484'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0484'RECOVERED AS DESCRIBED.
 AW0484
 AW0484                          STATION RECOVERY (2003)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0484'RECOVERED IN GOOD CONDITION.
 AW0484
 AW0484                          STATION RECOVERY (2004)
 AW0484
 AW0484'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0347 ***********************************************************************
 AX0347  DESIGNATION -  S 307 RESET
 AX0347  PID         -  AX0347
 AX0347  STATE/COUNTY-  TX/WHARTON
 AX0347  USGS QUAD   -  EL CAMPO (1981)
 AX0347
 AX0347                         *CURRENT SURVEY CONTROL
 AX0347  ___________________________________________________________________
 AX0347* NAD 83(1986)-  29 08 36.     (N)    096 21 06.     (W)     SCALED    
 AX0347* NAVD 88     -        28.093  (meters)      92.17   (feet)  ADJUSTED  
 AX0347  ___________________________________________________________________
 AX0347  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0347  DYNAMIC HT  -          28.053 (meters)      92.04  (feet)  COMP
 AX0347  MODELED GRAV-     979,230.4   (mgal)                       NAVD 88
 AX0347
 AX0347  VERT ORDER  -  FIRST     CLASS I
 AX0347
 AX0347.The horizontal coordinates were scaled from a topographic map and have
 AX0347.an estimated accuracy of +/- 6 seconds.
 AX0347
 AX0347.The orthometric height was determined by differential leveling
 AX0347.and adjusted by the National Geodetic Survey in June 1991..
 AX0347
 AX0347.The geoid height was determined by GEOID03.
 AX0347
 AX0347.The dynamic height is computed by dividing the NAVD 88
 AX0347.geopotential number by the normal gravity value computed on the
 AX0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0347.degrees latitude (g = 980.6199 gals.).
 AX0347
 AX0347.The modeled gravity was interpolated from observed gravity values.
 AX0347
 AX0347;                    North         East    Units  Estimated Accuracy
 AX0347;SPC TXSC     - 4,148,100.      857,640.      MT  (+/- 180 meters Scaled)
 AX0347
 AX0347                          SUPERSEDED SURVEY CONTROL
 AX0347
 AX0347  NGVD 29 (12/23/87)   28.099  (m)           92.19   (f) ADJUSTED    1 1
 AX0347
 AX0347.Superseded values are not recommended for survey control.
 AX0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0347.See file dsdata.txt to determine how the superseded data were derived.
 AX0347
 AX0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT576267(NAD 83)
 AX0347_MARKER: DB = BENCH MARK DISK
 AX0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0347_SP_SET: CONCRETE POST
 AX0347_STAMPING: S 307 1935 RESET 1947
 AX0347_MARK LOGO: CGS   
 AX0347_PROJECTION: PROJECTING 10 CENTIMETERS
 AX0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0347+STABILITY: SURFACE MOTION
 AX0347
 AX0347  HISTORY     - Date     Condition        Report By
 AX0347  HISTORY     - 1947     MONUMENTED       CGS
 AX0347  HISTORY     - 1987     GOOD             NGS
 AX0347
 AX0347                          STATION DESCRIPTION
 AX0347
 AX0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0347'4.2 MI NE FROM LOUISE.
 AX0347'4.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0347'STATION AT LOUISE, WHARTON COUNTY, 38.4 FEET SOUTHEAST OF THE
 AX0347'SOUTHEAST RAIL, 2 FEET SOUTHWEST OF MILEPOST 45, 9.5 FEET NORTHWEST OF
 AX0347'A FENCE, IN LINE WITH A ROW OF POLES, AND 2.8 FEET NORTHEAST OF A
 AX0347'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 307 1935 RESET
 AX0347'1947 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX0347'GROUND.
 AX0347
 AX0347                          STATION RECOVERY (1987)
 AX0347
 AX0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0347'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.99 KM (1.23
 AX0347'MI) NORTHEAST ALONG HIGHWAY LOOP 523 FROM THE JUNCTION OF FM ROAD 1160
 AX0347'IN LOUISE, THENCE 3.75 KM (2.33 MI) NORTHEAST ALONG US HIGHWAY 59,
 AX0347'THENCE 0.43 KM (0.26 MI) NORTHEAST ALONG HIGHWAY LOOP 524, ALSO 9.9 KM
 AX0347'(6.2 MI) SOUTHWEST OF EL CAMPO, 43.1 METERS (141.5 FT) SOUTHEAST OF
 AX0347'THE CENTERLINE OF HIGHWAY LOOP 524, 11.7 METERS (38.4 FT) SOUTHEAST OF
 AX0347'THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 2.7 METERS
 AX0347'(8.8 FT) SOUTHWEST OF RAILROAD MILE POST 45.
 AX0347'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX0347'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0332 ***********************************************************************
 BL0332  DESIGNATION -  S 308
 BL0332  PID         -  BL0332
 BL0332  STATE/COUNTY-  TX/HARDIN
 BL0332  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0332
 BL0332                         *CURRENT SURVEY CONTROL
 BL0332  ___________________________________________________________________
 BL0332* NAD 83(1986)-  30 23 04.     (N)    094 16 26.     (W)     SCALED    
 BL0332* NAVD 88     -        15.37   (+/-2cm)      50.4    (feet)  VERTCON   
 BL0332  ___________________________________________________________________
 BL0332  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0332
 BL0332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0332
 BL0332.The horizontal coordinates were scaled from a topographic map and have
 BL0332.an estimated accuracy of +/- 6 seconds.
 BL0332
 BL0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0332.The vertical order pertains to the NGVD 29 superseded value.
 BL0332
 BL0332.The geoid height was determined by GEOID03.
 BL0332
 BL0332;                    North         East    Units  Estimated Accuracy
 BL0332;SPC TX C     - 3,095,430.    1,282,060.      MT  (+/- 180 meters Scaled)
 BL0332
 BL0332                          SUPERSEDED SURVEY CONTROL
 BL0332
 BL0332  NGVD 29 (??/??/92)   15.366  (m)           50.41   (f) ADJ UNCH    2 0
 BL0332
 BL0332.Superseded values are not recommended for survey control.
 BL0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0332.See file dsdata.txt to determine how the superseded data were derived.
 BL0332
 BL0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP776620(NAD 83)
 BL0332_MARKER: DB = BENCH MARK DISK
 BL0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0332_STAMPING: S 308 1935
 BL0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0332+STABILITY: SURFACE MOTION
 BL0332
 BL0332  HISTORY     - Date     Condition        Report By
 BL0332  HISTORY     - 1935     MONUMENTED       CGS
 BL0332  HISTORY     - 1977     MARK NOT FOUND   NGS
 BL0332  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL0332
 BL0332                          STATION DESCRIPTION
 BL0332
 BL0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL0332'2.6 MI E FROM KOUNTZE.
 BL0332'2.6 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0332'STATION AT KOUNTZE, HARDIN COUNTY, ABOUT 240 YARDS WEST OF MILEPOST
 BL0332'146, 0.5 MILE WEST OF BRIDGE 146 A, AND 46 FEET NORTH OF THE
 BL0332'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED S 308 1935 AND SET
 BL0332'IN THE TOP OF A CONCRETE POST.  NOTE-- THE TIMBER HAS BEEN HARVESTED
 BL0332'UP TO THE RAILROAD ROW AND THE ENTIRE AREA HAS BEEN GREATLY DISTURBED
 BL0332'BY BULLDOZERS.
 BL0332
 BL0332                          STATION RECOVERY (1977)
 BL0332
 BL0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BL0332'MARK NOT FOUND.
 BL0332
 BL0332                          STATION RECOVERY (2004)
 BL0332
 BL0332'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BL0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2465 ***********************************************************************
 AW2465  DESIGNATION -  S 310
 AW2465  PID         -  AW2465
 AW2465  STATE/COUNTY-  TX/JEFFERSON
 AW2465  USGS QUAD   -  CLAM LAKE (1993)
 AW2465
 AW2465                         *CURRENT SURVEY CONTROL
 AW2465  ___________________________________________________________________
 AW2465* NAD 83(1986)-  29 40 43.     (N)    094 02 11.     (W)     SCALED    
 AW2465* NAVD 88     -         1.81   (+/-2cm)       5.9    (feet)  VERTCON   
 AW2465  ___________________________________________________________________
 AW2465  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2465
 AW2465  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2465
 AW2465.The horizontal coordinates were scaled from a topographic map and have
 AW2465.an estimated accuracy of +/- 6 seconds.
 AW2465
 AW2465.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2465.The vertical order pertains to the NGVD 29 superseded value.
 AW2465
 AW2465.The geoid height was determined by GEOID03.
 AW2465
 AW2465;                    North         East    Units  Estimated Accuracy
 AW2465;SPC TXSC     - 4,214,700.    1,080,260.      MT  (+/- 180 meters Scaled)
 AW2465
 AW2465                          SUPERSEDED SURVEY CONTROL
 AW2465
 AW2465  NGVD 29 (??/??/92)    1.805  (m)            5.92   (f) ADJ UNCH    1 2
 AW2465
 AW2465.Superseded values are not recommended for survey control.
 AW2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2465.See file dsdata.txt to determine how the superseded data were derived.
 AW2465
 AW2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN997836(NAD 83)
 AW2465_MARKER: DB = BENCH MARK DISK
 AW2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2465_STAMPING: S 310 1935
 AW2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2465+STABILITY: SURFACE MOTION
 AW2465
 AW2465  HISTORY     - Date     Condition        Report By
 AW2465  HISTORY     - 1935     MONUMENTED       CGS
 AW2465  HISTORY     - 1958     GOOD             NGS
 AW2465  HISTORY     - 1963     GOOD             NGS
 AW2465  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2465  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2465
 AW2465                          STATION DESCRIPTION
 AW2465
 AW2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2465'9.6 MI SW FROM SABINE PASS.
 AW2465'ABOUT 9.6 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AW2465'MONUMENT AT SABINE PASS, 50 FEET SOUTHEAST OF THE HIGHWAY, 96 1/2 FEET
 AW2465'SOUTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 AW2465'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 AW2465'POST PROJECTING 7 INCHES.
 AW2465
 AW2465                          STATION RECOVERY (1963)
 AW2465
 AW2465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW2465'RECOVERED IN GOOD CONDITION.
 AW2465
 AW2465                          STATION RECOVERY (1989)
 AW2465
 AW2465'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAW)
 AW2465'MARK NOT FOUND.
 AW2465
 AW2465                          STATION RECOVERY (2002)
 AW2465
 AW2465'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0520 ***********************************************************************
 BM0520  DESIGNATION -  S 311
 BM0520  PID         -  BM0520
 BM0520  STATE/COUNTY-  TX/LEE
 BM0520  USGS QUAD   -  LEXINGTON (1982)
 BM0520
 BM0520                         *CURRENT SURVEY CONTROL
 BM0520  ___________________________________________________________________
 BM0520* NAD 83(1986)-  30 25 48.     (N)    097 00 21.     (W)     SCALED    
 BM0520* NAVD 88     -       130.68   (+/-2cm)     428.7    (feet)  VERTCON   
 BM0520  ___________________________________________________________________
 BM0520  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BM0520
 BM0520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0520
 BM0520.The horizontal coordinates were scaled from a topographic map and have
 BM0520.an estimated accuracy of +/- 6 seconds.
 BM0520
 BM0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0520.The vertical order pertains to the NGVD 29 superseded value.
 BM0520
 BM0520.The geoid height was determined by GEOID03.
 BM0520
 BM0520;                    North         East    Units  Estimated Accuracy
 BM0520;SPC TX C     - 3,089,400.    1,019,600.      MT  (+/- 180 meters Scaled)
 BM0520
 BM0520                          SUPERSEDED SURVEY CONTROL
 BM0520
 BM0520  NGVD 29 (??/??/92)  130.626  (m)          428.56   (f) ADJ UNCH    2 0
 BM0520
 BM0520.Superseded values are not recommended for survey control.
 BM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0520.See file dsdata.txt to determine how the superseded data were derived.
 BM0520
 BM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU915681(NAD 83)
 BM0520_MARKER: DB = BENCH MARK DISK
 BM0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0520_SP_SET: CULVERT
 BM0520_STAMPING: S 311 1935
 BM0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0520
 BM0520  HISTORY     - Date     Condition        Report By
 BM0520  HISTORY     - 1935     MONUMENTED       CGS
 BM0520  HISTORY     - 1960     GOOD             USGS
 BM0520
 BM0520                          STATION DESCRIPTION
 BM0520
 BM0520'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BM0520'1.3 MI N FROM LEXINGTON.
 BM0520'1.0 MILE NORTHEAST ALONG SPUR 123 TO U.S. HIGHWAY 77 FROM LEXINGTON,
 BM0520'THENCE 0.3 MILE NORTHEAST ALONG A COUNTY ROAD TO AN ABANDONED RAILROAD
 BM0520'GRADE, 335 FEET NORTH OF THE ROAD AND THE OLD RR GRADE, 11 FEET EAST
 BM0520'OF THE CENTERLINE OF THE OLD RR GRADE, AND IN THE CENTER OF THE TOP OF
 BM0520'THE EAST END OF THE CONCRETE CULVERT.  A STANDARD DISK, STAMPED S 311
 BM0520'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1473 ***********************************************************************
 BL1473  DESIGNATION -  S 312 RESET 1964
 BL1473  PID         -  BL1473
 BL1473  STATE/COUNTY-  TX/MONTGOMERY
 BL1473  USGS QUAD   -  COWL SPUR (1976)
 BL1473
 BL1473                         *CURRENT SURVEY CONTROL
 BL1473  ___________________________________________________________________
 BL1473* NAD 83(1986)-  30 18 56.     (N)    095 31 38.     (W)     SCALED    
 BL1473* NAVD 88     -        45.73   (+/-2cm)     150.0    (feet)  VERTCON   
 BL1473  ___________________________________________________________________
 BL1473  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1473
 BL1473  VERT ORDER  -  THIRD (See Below)
 BL1473
 BL1473.The horizontal coordinates were scaled from a topographic map and have
 BL1473.an estimated accuracy of +/- 6 seconds.
 BL1473
 BL1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1473.The vertical order pertains to the NGVD 29 superseded value.
 BL1473
 BL1473.The geoid height was determined by GEOID03.
 BL1473
 BL1473;                    North         East    Units  Estimated Accuracy
 BL1473;SPC TX C     - 3,081,920.    1,162,080.      MT  (+/- 180 meters Scaled)
 BL1473
 BL1473                          SUPERSEDED SURVEY CONTROL
 BL1473
 BL1473  NGVD 29 (??/??/??)   45.74   (m)          150.1    (f) RESET       3  
 BL1473
 BL1473.Superseded values are not recommended for survey control.
 BL1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1473.See file dsdata.txt to determine how the superseded data were derived.
 BL1473
 BL1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP569564(NAD 83)
 BL1473_MARKER: DB = BENCH MARK DISK
 BL1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1473_STAMPING: S 312 RESET 1964
 BL1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1473+STABILITY: SURFACE MOTION
 BL1473
 BL1473  HISTORY     - Date     Condition        Report By
 BL1473  HISTORY     - 1964     MONUMENTED       CGS
 BL1473
 BL1473                          STATION DESCRIPTION
 BL1473
 BL1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL1473'4.3 MI W FROM CONROE.
 BL1473'ABOUT 0.6 MILE WEST ALONG COLLINS STREET FROM THE GULF, COLORADO AND
 BL1473'SANTA FE RAILWAY STATION IN CONROE, THENCE 0.2 MILE WEST ALONG
 BL1473'MONTGOMERY ROAD TO THE OVERPASS OF INTER STATE HIGHWAY 45, THENCE
 BL1473'CONTINUE 3.5 MILES WEST ALONG FARM ROAD 2854 TO BENCH MARK ON THE
 BL1473'LEFT.  110 FEET SOUTH OF THE CENTER LINE OF ROAD, 32 FEET NORTH OF THE
 BL1473'NORTH RAIL OF THE GULF, COLORADO AND SANTA FE RAILROAD TRACKS, 5 FEET
 BL1473'WEST OF THE 6TH POLE WEST OF MILE POST 68, AND 1 FOOT EAST OF A METAL
 BL1473'WITNESS POST.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST
 BL1473'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS AT TEXAS DEPARTMENT BASE
 BL1473'STATION 83 + 92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0134 ***********************************************************************
 BM0134  DESIGNATION -  S 313
 BM0134  PID         -  BM0134
 BM0134  STATE/COUNTY-  TX/BRAZOS
 BM0134  USGS QUAD   -  CLAY (1980)
 BM0134
 BM0134                         *CURRENT SURVEY CONTROL
 BM0134  ___________________________________________________________________
 BM0134* NAD 83(1986)-  30 29 08.     (N)    096 15 28.     (W)     SCALED    
 BM0134* NAVD 88     -        87.99   (+/-2cm)     288.7    (feet)  VERTCON   
 BM0134  ___________________________________________________________________
 BM0134  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BM0134
 BM0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0134
 BM0134.The horizontal coordinates were scaled from a topographic map and have
 BM0134.an estimated accuracy of +/- 6 seconds.
 BM0134
 BM0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0134.The vertical order pertains to the NGVD 29 superseded value.
 BM0134
 BM0134.The geoid height was determined by GEOID03.
 BM0134
 BM0134;                    North         East    Units  Estimated Accuracy
 BM0134;SPC TX C     - 3,097,950.    1,091,190.      MT  (+/- 180 meters Scaled)
 BM0134
 BM0134                          SUPERSEDED SURVEY CONTROL
 BM0134
 BM0134  NGVD 29 (??/??/92)   87.962  (m)          288.59   (f) ADJ UNCH    2 0
 BM0134
 BM0134.Superseded values are not recommended for survey control.
 BM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0134.See file dsdata.txt to determine how the superseded data were derived.
 BM0134
 BM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU632757(NAD 83)
 BM0134_MARKER: DB = BENCH MARK DISK
 BM0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0134_STAMPING: S 313 1935
 BM0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0134+STABILITY: SURFACE MOTION
 BM0134
 BM0134  HISTORY     - Date     Condition        Report By
 BM0134  HISTORY     - 1935     MONUMENTED       CGS
 BM0134  HISTORY     - 1939     GOOD             NGS
 BM0134  HISTORY     - 1944     GOOD             NGS
 BM0134  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0134
 BM0134                          STATION DESCRIPTION
 BM0134
 BM0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BM0134'4.6 MI SE FROM WELLBORN.
 BM0134'4.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0134'STATION AT WELLBORN, BRAZOS COUNTY, 19 YARDS NORTHEAST OF MILEPOST 84,
 BM0134'15 YARDS NORTHWEST OF THE CENTER OF A ROAD CROSSING, 14 YARDS
 BM0134'SOUTHWEST OF THE CENTERLINE OF MILLICAN ROAD, AND 11 YARDS NORTHEAST
 BM0134'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED S 313 1935
 BM0134'AND SET IN THE TOP OF A CONCRETE POST.
 BM0134
 BM0134                          STATION RECOVERY (1944)
 BM0134
 BM0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BM0134'RECOVERED IN GOOD CONDITION.
 BM0134
 BM0134                          STATION RECOVERY (1991)
 BM0134
 BM0134'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0543 ***********************************************************************
 AY0543  DESIGNATION -  S 314
 AY0543  PID         -  AY0543
 AY0543  STATE/COUNTY-  TX/BEXAR
 AY0543  USGS QUAD   -  SAINT HEDWIG (1992)
 AY0543
 AY0543                         *CURRENT SURVEY CONTROL
 AY0543  ___________________________________________________________________
 AY0543* NAD 83(1986)-  29 23 50.     (N)    098 14 06.     (W)     SCALED    
 AY0543* NAVD 88     -       166.68   (+/-2cm)     546.8    (feet)  VERTCON   
 AY0543  ___________________________________________________________________
 AY0543  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AY0543
 AY0543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0543
 AY0543.The horizontal coordinates were scaled from a topographic map and have
 AY0543.an estimated accuracy of +/- 6 seconds.
 AY0543
 AY0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0543.The vertical order pertains to the NGVD 29 superseded value.
 AY0543
 AY0543.The geoid height was determined by GEOID03.
 AY0543
 AY0543;                    North         East    Units  Estimated Accuracy
 AY0543;SPC TXSC     - 4,173,560.      674,240.      MT  (+/- 180 meters Scaled)
 AY0543
 AY0543                          SUPERSEDED SURVEY CONTROL
 AY0543
 AY0543  NGVD 29 (??/??/92)  166.58   (m)          546.5    (f) COMPUTED    2 0
 AY0543
 AY0543.Superseded values are not recommended for survey control.
 AY0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0543.See file dsdata.txt to determine how the superseded data were derived.
 AY0543
 AY0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT742522(NAD 83)
 AY0543_MARKER: DB = BENCH MARK DISK
 AY0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0543_STAMPING: S-314 1935
 AY0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0543+STABILITY: SURFACE MOTION
 AY0543
 AY0543  HISTORY     - Date     Condition        Report By
 AY0543  HISTORY     - 1935     MONUMENTED       CGS
 AY0543  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0543
 AY0543                          STATION DESCRIPTION
 AY0543
 AY0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY0543'IN ADKINS.
 AY0543'800 YDS. WEST OF MILE POLE 123.  85 YDS. EAST OF CENTER LINE OF DEPOT.
 AY0543'4.5 YDS. NORTH OF CENTER LINE OF MAIN TRACK.  4.5 YDS. SOUTH OF
 AY0543'CENTER LINE OF SIDE TRACK.
 AY0543
 AY0543                          STATION RECOVERY (2003)
 AY0543
 AY0543'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2012 ***********************************************************************
 AX2012  DESIGNATION -  S 315
 AX2012  PID         -  AX2012
 AX2012  STATE/COUNTY-  TX/GONZALES
 AX2012  USGS QUAD   -  PILGRIM (1987)
 AX2012
 AX2012                         *CURRENT SURVEY CONTROL
 AX2012  ___________________________________________________________________
 AX2012* NAD 83(1986)-  29 15 20.     (N)    097 34 46.     (W)     SCALED    
 AX2012* NAVD 88     -        84.59   (+/-2cm)     277.5    (feet)  VERTCON   
 AX2012  ___________________________________________________________________
 AX2012  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AX2012
 AX2012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2012
 AX2012.The horizontal coordinates were scaled from a topographic map and have
 AX2012.an estimated accuracy of +/- 6 seconds.
 AX2012
 AX2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2012.The vertical order pertains to the NGVD 29 superseded value.
 AX2012
 AX2012.The geoid height was determined by GEOID03.
 AX2012
 AX2012;                    North         East    Units  Estimated Accuracy
 AX2012;SPC TXSC     - 4,158,460.      738,050.      MT  (+/- 180 meters Scaled)
 AX2012
 AX2012                          SUPERSEDED SURVEY CONTROL
 AX2012
 AX2012  NGVD 29 (??/??/92)   84.567  (m)          277.45   (f) ADJ UNCH    2 0
 AX2012
 AX2012.Superseded values are not recommended for survey control.
 AX2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2012.See file dsdata.txt to determine how the superseded data were derived.
 AX2012
 AX2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT380371(NAD 83)
 AX2012_MARKER: DB = BENCH MARK DISK
 AX2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2012_STAMPING: S-315 1935
 AX2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2012+STABILITY: SURFACE MOTION
 AX2012
 AX2012  HISTORY     - Date     Condition        Report By
 AX2012  HISTORY     - 1935     MONUMENTED       CGS
 AX2012  HISTORY     - 1961     POOR             USGS
 AX2012
 AX2012                          STATION DESCRIPTION
 AX2012
 AX2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX2012'3.8 MI E FROM SMILEY.
 AX2012'3.8 MILES EAST OF AND ALONG S. P. R. R. 25 YDS. EAST OF MILE POLE 78.
 AX2012'13.5 YDS. SOUTH OF CENTER LINE OF TRACK.  14 YDS. NORTH OF CENTER LINE
 AX2012'OF U. S. HIGHWAY 87.  21 YDS. SOUTHEAST OF CULVERT 77 F.
 AX2012
 AX2012                          STATION RECOVERY (1961)
 AX2012
 AX2012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX2012'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1863 ***********************************************************************
 AX1863  DESIGNATION -  S 316
 AX1863  PID         -  AX1863
 AX1863  STATE/COUNTY-  TX/WILSON
 AX1863  USGS QUAD   -  ALUM (1987)
 AX1863
 AX1863                         *CURRENT SURVEY CONTROL
 AX1863  ___________________________________________________________________
 AX1863* NAD 83(1986)-  29 18 26.     (N)    097 57 48.     (W)     SCALED    
 AX1863* NAVD 88     -       146.35   (+/-2cm)     480.1    (feet)  VERTCON   
 AX1863  ___________________________________________________________________
 AX1863  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AX1863
 AX1863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1863
 AX1863.The horizontal coordinates were scaled from a topographic map and have
 AX1863.an estimated accuracy of +/- 6 seconds.
 AX1863
 AX1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1863.The vertical order pertains to the NGVD 29 superseded value.
 AX1863
 AX1863.The geoid height was determined by GEOID03.
 AX1863
 AX1863;                    North         East    Units  Estimated Accuracy
 AX1863;SPC TXSC     - 4,163,790.      700,700.      MT  (+/- 180 meters Scaled)
 AX1863
 AX1863                          SUPERSEDED SURVEY CONTROL
 AX1863
 AX1863  NGVD 29 (??/??/92)  146.284  (m)          479.93   (f) ADJ UNCH    2 0
 AX1863
 AX1863.Superseded values are not recommended for survey control.
 AX1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1863.See file dsdata.txt to determine how the superseded data were derived.
 AX1863
 AX1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT006424(NAD 83)
 AX1863_MARKER: DB = BENCH MARK DISK
 AX1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1863_STAMPING: S 316 1935
 AX1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1863+STABILITY: SURFACE MOTION
 AX1863
 AX1863  HISTORY     - Date     Condition        Report By
 AX1863  HISTORY     - 1935     MONUMENTED       CGS
 AX1863  HISTORY     - 1957     GOOD             NGS
 AX1863  HISTORY     - 19960914 GOOD             USPSQD
 AX1863  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1863
 AX1863                          STATION DESCRIPTION
 AX1863
 AX1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AX1863'4.9 MI N FROM STOCKDALE.
 AX1863'4.9 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE INTERSECTION OF U.S.
 AX1863'HIGHWAY 87 AT STOCKDALE, WILSON COUNTY, ABOUT 72 YARDS SOUTH OF A
 AX1863'CONCRETE BOX CULVERT, AT A DIRT-ROAD CROSSING, 57.5 FEET EAST OF THE
 AX1863'CENTER LINE OF THE HIGHWAY, 42 FEET SOUTHWEST OF THE CENTER LINE OF
 AX1863'THE DIRT ROAD, 2.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AX1863'ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 316
 AX1863'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FOOT
 AX1863'ABOVE GROUND.
 AX1863
 AX1863                          STATION RECOVERY (1996)
 AX1863
 AX1863'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1863'RECOVERED IN GOOD CONDITION.
 AX1863
 AX1863                          STATION RECOVERY (2003)
 AX1863
 AX1863'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX1863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1950 ***********************************************************************
 BY1950  DESIGNATION -  S 318
 BY1950  PID         -  BY1950
 BY1950  STATE/COUNTY-  TX/HOUSTON
 BY1950  USGS QUAD   -  AUSTONIO (1972)
 BY1950
 BY1950                         *CURRENT SURVEY CONTROL
 BY1950  ___________________________________________________________________
 BY1950* NAD 83(1986)-  31 08 24.     (N)    095 40 09.     (W)     SCALED    
 BY1950* NAVD 88     -        61.56   (+/-2cm)     202.0    (feet)  VERTCON   
 BY1950  ___________________________________________________________________
 BY1950  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1950
 BY1950  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1950
 BY1950.The horizontal coordinates were scaled from a topographic map and have
 BY1950.an estimated accuracy of +/- 6 seconds.
 BY1950
 BY1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1950.The vertical order pertains to the NGVD 29 superseded value.
 BY1950
 BY1950.The geoid height was determined by GEOID03.
 BY1950
 BY1950;                    North         East    Units  Estimated Accuracy
 BY1950;SPC TX C     - 3,172,650.    1,144,610.      MT  (+/- 180 meters Scaled)
 BY1950
 BY1950                          SUPERSEDED SURVEY CONTROL
 BY1950
 BY1950  NGVD 29 (??/??/92)   61.572  (m)          202.01   (f) ADJ UNCH    2 0
 BY1950
 BY1950.Superseded values are not recommended for survey control.
 BY1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1950.See file dsdata.txt to determine how the superseded data were derived.
 BY1950
 BY1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ455481(NAD 83)
 BY1950_MARKER: DB = BENCH MARK DISK
 BY1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1950_STAMPING: S 318 1935
 BY1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1950+STABILITY: SURFACE MOTION
 BY1950
 BY1950  HISTORY     - Date     Condition        Report By
 BY1950  HISTORY     - 1935     MONUMENTED       CGS
 BY1950  HISTORY     - 1947     GOOD             NGS
 BY1950  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY1950
 BY1950                          STATION DESCRIPTION
 BY1950
 BY1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1950'2.55 MI NE FROM SAND RIDGE.
 BY1950'2.55 MILES NORTHEAST ALONG STATE HIGHWAY NO. 21 FROM THE MURRAY FARMS
 BY1950'HEADQUARTERS NO. 1 AT SAND RIDGE, AT THE CROSS ROADS AT STUMPVILLE,
 BY1950'47.5 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 30.5 FEET SOUTHWEST
 BY1950'OF THE CENTER OF A DIRT CROSS ROAD, 14.5 FEET SOUTHEAST OF THE
 BY1950'NORTHWEST RIGHT- OF-WAY FENCE, 1.4 FOOT SOUTHWEST OF A REFERENCE POST,
 BY1950'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 BY1950'PROJECTING 0.3 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 3.8 MILES
 BY1950'SOUTHWEST ALONG STATE HIGHWAY NO. 21 FROM THE AUSTONIO HIGH SCHOOL AT
 BY1950'AUSTONIO.
 BY1950
 BY1950                          STATION RECOVERY (1963)
 BY1950
 BY1950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY1950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0515 ***********************************************************************
 BZ0515  DESIGNATION -  S 319
 BZ0515  PID         -  BZ0515
 BZ0515  STATE/COUNTY-  TX/FALLS
 BZ0515  USGS QUAD   -  REAGAN (1978)
 BZ0515
 BZ0515                         *CURRENT SURVEY CONTROL
 BZ0515  ___________________________________________________________________
 BZ0515* NAD 83(1986)-  31 13 04.     (N)    096 47 01.     (W)     SCALED    
 BZ0515* NAVD 88     -       115.26   (+/-2cm)     378.1    (feet)  VERTCON   
 BZ0515  ___________________________________________________________________
 BZ0515  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BZ0515
 BZ0515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0515
 BZ0515.The horizontal coordinates were scaled from a topographic map and have
 BZ0515.an estimated accuracy of +/- 6 seconds.
 BZ0515
 BZ0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0515.The vertical order pertains to the NGVD 29 superseded value.
 BZ0515
 BZ0515.The geoid height was determined by GEOID03.
 BZ0515
 BZ0515;                    North         East    Units  Estimated Accuracy
 BZ0515;SPC TX C     - 3,177,350.    1,038,150.      MT  (+/- 180 meters Scaled)
 BZ0515
 BZ0515                          SUPERSEDED SURVEY CONTROL
 BZ0515
 BZ0515  NGVD 29 (??/??/92)  115.214  (m)          378.00   (f) ADJ UNCH    2 0
 BZ0515
 BZ0515.Superseded values are not recommended for survey control.
 BZ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0515.See file dsdata.txt to determine how the superseded data were derived.
 BZ0515
 BZ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV111558(NAD 83)
 BZ0515_MARKER: DB = BENCH MARK DISK
 BZ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0515_STAMPING: S 319 1935
 BZ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0515+STABILITY: SURFACE MOTION
 BZ0515
 BZ0515  HISTORY     - Date     Condition        Report By
 BZ0515  HISTORY     - 1935     MONUMENTED       CGS
 BZ0515  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ0515  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0515
 BZ0515                          STATION DESCRIPTION
 BZ0515
 BZ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0515'IN REAGAN.
 BZ0515'AT REAGAN, FALLS COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 45
 BZ0515'FEET SOUTHEAST OF THE STATION TICKET OFFICE, 20 FEET EAST OF THE
 BZ0515'CENTERLINE OF THE MAIN TRACK, AND 14 FEET NORTH OF THE SOUTH END OF A
 BZ0515'SMALL PARK.  A STANDARD DISK, STAMPED S 319 1935 AND SET IN THE TOP OF
 BZ0515'A CONCRETE POST.
 BZ0515
 BZ0515                          STATION RECOVERY (2001)
 BZ0515
 BZ0515'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0515'MARK NOT FOUND.
 BZ0515
 BZ0515                          STATION RECOVERY (2003)
 BZ0515
 BZ0515'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0102 ***********************************************************************
 AP0102  DESIGNATION -  S 32
 AP0102  PID         -  AP0102
 AP0102  STATE/COUNTY-  TX/MAVERICK
 AP0102  USGS QUAD   -  DEADMANS HILL (1974)
 AP0102
 AP0102                         *CURRENT SURVEY CONTROL
 AP0102  ___________________________________________________________________
 AP0102* NAD 83(1986)-  28 51 14.     (N)    100 25 45.     (W)     SCALED    
 AP0102* NAVD 88     -       241.786  (meters)     793.26   (feet)  ADJUSTED  
 AP0102  ___________________________________________________________________
 AP0102  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AP0102  DYNAMIC HT  -         241.429 (meters)     792.09  (feet)  COMP
 AP0102  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 AP0102
 AP0102  VERT ORDER  -  FIRST     CLASS II
 AP0102
 AP0102.The horizontal coordinates were scaled from a topographic map and have
 AP0102.an estimated accuracy of +/- 6 seconds.
 AP0102
 AP0102.The orthometric height was determined by differential leveling
 AP0102.and adjusted by the National Geodetic Survey in June 1991..
 AP0102
 AP0102.The geoid height was determined by GEOID03.
 AP0102
 AP0102.The dynamic height is computed by dividing the NAVD 88
 AP0102.geopotential number by the normal gravity value computed on the
 AP0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0102.degrees latitude (g = 980.6199 gals.).
 AP0102
 AP0102.The modeled gravity was interpolated from observed gravity values.
 AP0102
 AP0102;                    North         East    Units  Estimated Accuracy
 AP0102;SPC TXSC     - 4,113,960.      460,570.      MT  (+/- 180 meters Scaled)
 AP0102
 AP0102                          SUPERSEDED SURVEY CONTROL
 AP0102
 AP0102  NGVD 29 (??/??/92)  241.652  (m)          792.82   (f) ADJ UNCH    1 2
 AP0102
 AP0102.Superseded values are not recommended for survey control.
 AP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0102.See file dsdata.txt to determine how the superseded data were derived.
 AP0102
 AP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS605926(NAD 83)
 AP0102_MARKER: DB = BENCH MARK DISK
 AP0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0102_STAMPING: S 32 1917 ELEV 792.872 FT
 AP0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0102+STABILITY: SURFACE MOTION
 AP0102
 AP0102  HISTORY     - Date     Condition        Report By
 AP0102  HISTORY     - 1917     MONUMENTED       CGS
 AP0102  HISTORY     - 1957     GOOD             NGS
 AP0102  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0102
 AP0102                          STATION DESCRIPTION
 AP0102
 AP0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0102'11.1 MI N FROM EAGLE PASS.
 AP0102'11.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0102'STATION AT EAGLE PASS, 39 FEET EAST OF THE EAST RAIL, 9.5 FEET EAST OF
 AP0102'MILEPOST 22, 8 FEET WEST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST,
 AP0102'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.8 FEET ABOVE THE
 AP0102'GROUND.
 AP0102
 AP0102                          STATION RECOVERY (1982)
 AP0102
 AP0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0102'POST FOUND, DISK MISSING, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0534 ***********************************************************************
 BZ0534  DESIGNATION -  S 320
 BZ0534  PID         -  BZ0534
 BZ0534  STATE/COUNTY-  TX/LIMESTONE
 BZ0534  USGS QUAD   -  KOSSE WEST (1965)
 BZ0534
 BZ0534                         *CURRENT SURVEY CONTROL
 BZ0534  ___________________________________________________________________
 BZ0534* NAD 83(1986)-  31 18 25.     (N)    096 37 45.     (W)     SCALED    
 BZ0534* NAVD 88     -       151.26   (+/-2cm)     496.3    (feet)  VERTCON   
 BZ0534  ___________________________________________________________________
 BZ0534  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BZ0534
 BZ0534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0534
 BZ0534.The horizontal coordinates were scaled from a topographic map and have
 BZ0534.an estimated accuracy of +/- 6 seconds.
 BZ0534
 BZ0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0534.The vertical order pertains to the NGVD 29 superseded value.
 BZ0534
 BZ0534.The geoid height was determined by GEOID03.
 BZ0534
 BZ0534;                    North         East    Units  Estimated Accuracy
 BZ0534;SPC TX C     - 3,187,700.    1,052,520.      MT  (+/- 180 meters Scaled)
 BZ0534
 BZ0534                          SUPERSEDED SURVEY CONTROL
 BZ0534
 BZ0534  NGVD 29 (??/??/92)  151.215  (m)          496.11   (f) ADJ UNCH    2 0
 BZ0534
 BZ0534.Superseded values are not recommended for survey control.
 BZ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0534.See file dsdata.txt to determine how the superseded data were derived.
 BZ0534
 BZ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV256660(NAD 83)
 BZ0534_MARKER: DB = BENCH MARK DISK
 BZ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0534_STAMPING: S 320 1935
 BZ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0534+STABILITY: SURFACE MOTION
 BZ0534
 BZ0534  HISTORY     - Date     Condition        Report By
 BZ0534  HISTORY     - 1935     MONUMENTED       CGS
 BZ0534  HISTORY     - 1942     GOOD             NGS
 BZ0534
 BZ0534                          STATION DESCRIPTION
 BZ0534
 BZ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0534'IN KOSSE.
 BZ0534'AT KOSSE AND ALONG THE SOUTHERN PACIFIC R R AT THE DEPOT.  65 FEET SW
 BZ0534'OF SW CORNER OF DEPOT.  113 FEET W OF CENTER OF MAIN TRACK.  60 FEET N
 BZ0534'OF CENTER OF STREET THAT CROSSES RR JUST S OF DEPOT.  NOTE-- BM IS 12
 BZ0534'FT. N OF SIDEWALK AND 18 FT. NW OF TELE. POLE.
 BZ0534
 BZ0534                          STATION RECOVERY (1942)
 BZ0534
 BZ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BZ0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0710 ***********************************************************************
 BZ0710  DESIGNATION -  S 321
 BZ0710  PID         -  BZ0710
 BZ0710  STATE/COUNTY-  TX/MCLENNAN
 BZ0710  USGS QUAD   -  ELM MOTT (1975)
 BZ0710
 BZ0710                         *CURRENT SURVEY CONTROL
 BZ0710  ___________________________________________________________________
 BZ0710* NAD 83(1986)-  31 38 24.     (N)    097 05 41.     (W)     SCALED    
 BZ0710* NAVD 88     -       152.922  (meters)     501.71   (feet)  ADJUSTED  
 BZ0710  ___________________________________________________________________
 BZ0710  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BZ0710  DYNAMIC HT  -         152.731 (meters)     501.08  (feet)  COMP
 BZ0710  MODELED GRAV-     979,392.2   (mgal)                       NAVD 88
 BZ0710
 BZ0710  VERT ORDER  -  FIRST     CLASS II
 BZ0710
 BZ0710.The horizontal coordinates were scaled from a topographic map and have
 BZ0710.an estimated accuracy of +/- 6 seconds.
 BZ0710
 BZ0710.The orthometric height was determined by differential leveling
 BZ0710.and adjusted by the National Geodetic Survey in June 1991..
 BZ0710.WARNING-Repeat measurements at this control monument indicate possible
 BZ0710.vertical movement.
 BZ0710
 BZ0710.The geoid height was determined by GEOID03.
 BZ0710
 BZ0710.The dynamic height is computed by dividing the NAVD 88
 BZ0710.geopotential number by the normal gravity value computed on the
 BZ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0710.degrees latitude (g = 980.6199 gals.).
 BZ0710
 BZ0710.The modeled gravity was interpolated from observed gravity values.
 BZ0710
 BZ0710;                    North         East    Units  Estimated Accuracy
 BZ0710;SPC TX C     - 3,223,230.    1,007,160.      MT  (+/- 180 meters Scaled)
 BZ0710
 BZ0710                          SUPERSEDED SURVEY CONTROL
 BZ0710
 BZ0710  NGVD 29 (??/??/92)  152.893  (m)          501.62   (f) ADJ UNCH    1 2
 BZ0710
 BZ0710.Superseded values are not recommended for survey control.
 BZ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0710.See file dsdata.txt to determine how the superseded data were derived.
 BZ0710
 BZ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA806021(NAD 83)
 BZ0710_MARKER: DB = BENCH MARK DISK
 BZ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0710_STAMPING: S 321 1935
 BZ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0710+STABILITY: SURFACE MOTION
 BZ0710
 BZ0710  HISTORY     - Date     Condition        Report By
 BZ0710  HISTORY     - 1935     MONUMENTED       CGS
 BZ0710  HISTORY     - 1944     GOOD             NGS
 BZ0710  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0710  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0710  HISTORY     - 20010317 GOOD             USPSQD
 BZ0710  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0710
 BZ0710                          STATION DESCRIPTION
 BZ0710
 BZ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0710'2.1 MI S FROM ELM MOTT.
 BZ0710'2.1 MILES SOUTH OF AND ALONG THE M.K.T.R.R. AT A ROAD CROSSING.  35
 BZ0710'FEET SOUTH OF CENTER OF THE CROSS-ROAD.  43 FEET WEST OF CENTER OF THE
 BZ0710'TRACK.  2 FEET EAST OF THE RIGHT OF WAY FENCE CORNER.
 BZ0710
 BZ0710                          STATION RECOVERY (1944)
 BZ0710
 BZ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BZ0710'RECOVERED IN GOOD CONDITION.
 BZ0710
 BZ0710                          STATION RECOVERY (1980)
 BZ0710
 BZ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0710'MARK NOT FOUND.
 BZ0710
 BZ0710                          STATION RECOVERY (1995)
 BZ0710
 BZ0710'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0710'MARK NOT FOUND.
 BZ0710
 BZ0710                          STATION RECOVERY (2001)
 BZ0710
 BZ0710'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ0710'RECOVERED IN GOOD CONDITION.
 BZ0710
 BZ0710                          STATION RECOVERY (2003)
 BZ0710
 BZ0710'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ0710'ROAD FM2417 IS NOW A FOUR LANE ROAD WITH A WIDE CENTER MEDIAN SO
 BZ0710'MARKER PROBABLY NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0210 ***********************************************************************
 AY0210  DESIGNATION -  S 323
 AY0210  PID         -  AY0210
 AY0210  STATE/COUNTY-  TX/COMAL
 AY0210  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0210
 AY0210                         *CURRENT SURVEY CONTROL
 AY0210  ___________________________________________________________________
 AY0210* NAD 83(1986)-  29 44 22.     (N)    098 12 12.     (W)     SCALED    
 AY0210* NAVD 88     -       269.284  (meters)     883.48   (feet)  ADJUSTED  
 AY0210  ___________________________________________________________________
 AY0210  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AY0210  DYNAMIC HT  -         268.896 (meters)     882.20  (feet)  COMP
 AY0210  MODELED GRAV-     979,197.7   (mgal)                       NAVD 88
 AY0210
 AY0210  VERT ORDER  -  SECOND    CLASS 0
 AY0210
 AY0210.The horizontal coordinates were scaled from a topographic map and have
 AY0210.an estimated accuracy of +/- 6 seconds.
 AY0210
 AY0210.The orthometric height was determined by differential leveling
 AY0210.and adjusted by the National Geodetic Survey in June 1991..
 AY0210
 AY0210.The geoid height was determined by GEOID03.
 AY0210
 AY0210.The dynamic height is computed by dividing the NAVD 88
 AY0210.geopotential number by the normal gravity value computed on the
 AY0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0210.degrees latitude (g = 980.6199 gals.).
 AY0210
 AY0210.The modeled gravity was interpolated from observed gravity values.
 AY0210
 AY0210;                    North         East    Units  Estimated Accuracy
 AY0210;SPC TXSC     - 4,211,510.      677,060.      MT  (+/- 180 meters Scaled)
 AY0210
 AY0210                          SUPERSEDED SURVEY CONTROL
 AY0210
 AY0210  NGVD 29 (??/??/92)  269.176  (m)          883.12   (f) ADJ UNCH    2 0
 AY0210
 AY0210.Superseded values are not recommended for survey control.
 AY0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0210.See file dsdata.txt to determine how the superseded data were derived.
 AY0210
 AY0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT770901(NAD 83)
 AY0210_MARKER: DB = BENCH MARK DISK
 AY0210_SETTING: 66 = SET IN ROCK OUTCROP
 AY0210_SP_SET: ROCK
 AY0210_STAMPING: S 323 1935
 AY0210_MARK LOGO: CGS   
 AY0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0210+STABILITY: POSITION/ELEVATION WELL
 AY0210
 AY0210  HISTORY     - Date     Condition        Report By
 AY0210  HISTORY     - 1935     MONUMENTED       CGS
 AY0210  HISTORY     - 1953     GOOD             NGS
 AY0210  HISTORY     - 1980     GOOD             NGS
 AY0210  HISTORY     - 1987     GOOD             USPSQD
 AY0210  HISTORY     - 19870301 GOOD             USGS
 AY0210  HISTORY     - 1989     GOOD             USPSQD
 AY0210  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0210  HISTORY     - 19990925 GOOD             USPSQD
 AY0210  HISTORY     - 20060707 MARK NOT FOUND   USPSQD
 AY0210
 AY0210                          STATION DESCRIPTION
 AY0210
 AY0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0210'5.5 MI NW FROM NEW BRAUNFELS.
 AY0210'5.4 MILES NORTHWEST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT NEW
 AY0210'BRAUNFELS, THENCE 0.1 MILE NORTHEAST ALONG THE BEAR CREEK ROAD, 102
 AY0210'FEET WEST OF THE CENTER LINE OF THE ROAD, 78 FEET WEST OF A FENCE, 26
 AY0210'FEET SOUTH OF THE CENTER LINE OF OLD STATE HIGHWAY 46, 54 FEET SOUTH
 AY0210'OF A FENCE, 4 FEET BELOW THE LEVEL OF THE OLD HIGHWAY, SET IN THE TOP
 AY0210'OF A LARGE ROCK.
 AY0210
 AY0210                          STATION RECOVERY (1980)
 AY0210
 AY0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0210'5.6 KM (3.5 MI) NORTHWEST ALONG STATE HIGHWAY 46 WEST FROM THE
 AY0210'JUNCTION OF LOOP 337 AT THE NORTHWEST EDGE OF NEW BRAUNFELS, THENCE
 AY0210'0.15 KM (0.1 MI) NORTHEAST ALONG BEAR CREEK ROAD, AT THE JUNCTION OF
 AY0210'OLD HIGHWAY 46, APPROXIMATELY 75 METERS SOUTHWEST OF A PAVED ROAD
 AY0210'LEADING NORTH-NORTHWEST, ON TOP OF A 1.4 BY 1.4-METER BOULDER,
 AY0210'31.1 METERS (102 FT) WEST OF THE CENTERLINE OF BEAR CREEK ROAD,
 AY0210'7.9 METERS (26.0 FT) SOUTH OF THE CENTERLINE OF OLD HIGHWAY 46,
 AY0210'23.8 METERS (78.0 FT) WEST OF A FENCE, 16.5 METERS (54.0 FT) SOUTH OF
 AY0210'AN EAST-WEST FENCE.  NOTE-NOT LEVELED TO AT THIS TIME, OFF MAIN LEVEL
 AY0210'LINE.
 AY0210'THE MARK IS 0.7 M ABOVE THE GROUND.
 AY0210
 AY0210                          STATION RECOVERY (1987)
 AY0210
 AY0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (RB)
 AY0210'RECOVERED IN GOOD CONDITION.
 AY0210
 AY0210                          STATION RECOVERY (1987)
 AY0210
 AY0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0210'RECOVERED IN GOOD CONDITION.
 AY0210
 AY0210                          STATION RECOVERY (1989)
 AY0210
 AY0210'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0210'RECOVERED IN GOOD CONDITION.
 AY0210
 AY0210                          STATION RECOVERY (1993)
 AY0210
 AY0210'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0210'MARK NOT FOUND.
 AY0210
 AY0210                          STATION RECOVERY (1999)
 AY0210
 AY0210'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0210'RECOVERED IN GOOD CONDITION.
 AY0210
 AY0210                          STATION RECOVERY (2006)
 AY0210
 AY0210'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY0210'OLD 46 LOCATION NOT EVIDENT.  PHYSICAL DESCRIPTION WOULD PUT THE MARK
 AY0210'ON PRIVATE PROPERTY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0161 ***********************************************************************
 AO0161  DESIGNATION -  S 324
 AO0161  PID         -  AO0161
 AO0161  STATE/COUNTY-  TX/ATASCOSA
 AO0161  USGS QUAD   -  JOURDANTON (1968)
 AO0161
 AO0161                         *CURRENT SURVEY CONTROL
 AO0161  ___________________________________________________________________
 AO0161* NAD 83(1986)-  28 56 33.     (N)    098 33 35.     (W)     SCALED    
 AO0161* NAVD 88     -       154.261  (meters)     506.10   (feet)  ADJUSTED  
 AO0161  ___________________________________________________________________
 AO0161  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AO0161  DYNAMIC HT  -         154.038 (meters)     505.37  (feet)  COMP
 AO0161  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 AO0161
 AO0161  VERT ORDER  -  SECOND    CLASS 0
 AO0161
 AO0161.The horizontal coordinates were scaled from a topographic map and have
 AO0161.an estimated accuracy of +/- 6 seconds.
 AO0161
 AO0161.The orthometric height was determined by differential leveling
 AO0161.and adjusted by the National Geodetic Survey in June 1991..
 AO0161
 AO0161.The geoid height was determined by GEOID03.
 AO0161
 AO0161.The dynamic height is computed by dividing the NAVD 88
 AO0161.geopotential number by the normal gravity value computed on the
 AO0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0161.degrees latitude (g = 980.6199 gals.).
 AO0161
 AO0161.The modeled gravity was interpolated from observed gravity values.
 AO0161
 AO0161;                    North         East    Units  Estimated Accuracy
 AO0161;SPC TXSC     - 4,123,010.      642,920.      MT  (+/- 180 meters Scaled)
 AO0161
 AO0161                          SUPERSEDED SURVEY CONTROL
 AO0161
 AO0161  NGVD 29 (??/??/92)  154.200  (m)          505.90   (f) ADJ UNCH    2 0
 AO0161
 AO0161.Superseded values are not recommended for survey control.
 AO0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0161.See file dsdata.txt to determine how the superseded data were derived.
 AO0161
 AO0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT429016(NAD 83)
 AO0161_MARKER: DB = BENCH MARK DISK
 AO0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0161_STAMPING: S 324 1935
 AO0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0161+STABILITY: SURFACE MOTION
 AO0161
 AO0161  HISTORY     - Date     Condition        Report By
 AO0161  HISTORY     - 1935     MONUMENTED       CGS
 AO0161  HISTORY     - 1953     GOOD             NGS
 AO0161  HISTORY     - 1968     MARK NOT FOUND   USGS
 AO0161  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AO0161
 AO0161                          STATION DESCRIPTION
 AO0161
 AO0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AO0161'0.6 MI NW FROM JOURDANTON JUNCTION.
 AO0161'0.6 MILE NORTHWEST ALONG THE SAN ANTONIO SOUTHERN RAILROAD FROM ITS
 AO0161'JUNCTION WITH THE SAN ANTONIO, UVALDE AND GULF RAILROAD AT JOURDANTON
 AO0161'JUNCTION, 41 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 141 FEET NORTHWEST
 AO0161'OF A SWITCH STAND, 9 FEET WEST OF A TELEPHONE POLE, 6 FEET NORTHEAST
 AO0161'OF A FENCE, 2.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AO0161'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0161
 AO0161                          STATION RECOVERY (1968)
 AO0161
 AO0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AO0161'MARK NOT FOUND.
 AO0161
 AO0161                          STATION RECOVERY (1997)
 AO0161
 AO0161'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0206 ***********************************************************************
 BM0206  DESIGNATION -  S 325
 BM0206  PID         -  BM0206
 BM0206  STATE/COUNTY-  TX/WASHINGTON
 BM0206  USGS QUAD   -  BRENHAM (1989)
 BM0206
 BM0206                         *CURRENT SURVEY CONTROL
 BM0206  ___________________________________________________________________
 BM0206* NAD 83(1986)-  30 09 24.     (N)    096 29 53.     (W)     SCALED    
 BM0206* NAVD 88     -        94.36   (+/-2cm)     309.6    (feet)  VERTCON   
 BM0206  ___________________________________________________________________
 BM0206  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BM0206
 BM0206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0206
 BM0206.The horizontal coordinates were scaled from a topographic map and have
 BM0206.an estimated accuracy of +/- 6 seconds.
 BM0206
 BM0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0206.The vertical order pertains to the NGVD 29 superseded value.
 BM0206
 BM0206.The geoid height was determined by GEOID03.
 BM0206
 BM0206;                    North         East    Units  Estimated Accuracy
 BM0206;SPC TX C     - 3,060,690.    1,069,390.      MT  (+/- 180 meters Scaled)
 BM0206
 BM0206                          SUPERSEDED SURVEY CONTROL
 BM0206
 BM0206  NGVD 29 (??/??/92)   94.324  (m)          309.46   (f) ADJ UNCH    2 0
 BM0206
 BM0206.Superseded values are not recommended for survey control.
 BM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0206.See file dsdata.txt to determine how the superseded data were derived.
 BM0206
 BM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU409387(NAD 83)
 BM0206_MARKER: DB = BENCH MARK DISK
 BM0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0206_STAMPING: S 325 1935
 BM0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0206+STABILITY: SURFACE MOTION
 BM0206
 BM0206  HISTORY     - Date     Condition        Report By
 BM0206  HISTORY     - 1935     MONUMENTED       CGS
 BM0206  HISTORY     - 1963     GOOD             USGS
 BM0206  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0206
 BM0206                          STATION DESCRIPTION
 BM0206
 BM0206'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BM0206'IN MILL CREEK.
 BM0206'AT MILL CREEK, WASHINGTON COUNTY, ABOUT 0.3 MILE WEST OF MILE POST 27,
 BM0206'ABOUT 500 FEET WEST OF A STORE, 370 FT. EAST OF A ROAD JUNCTION NORTH,
 BM0206'90 FEET NORTHWEST OF A ROAD JUNCTION SOUTH, 42 FEET SOUTH OF THE
 BM0206'CENTERLINE OF THE TRACKS, AND 15 FEET EAST OF A TELEPHONE POLE. A
 BM0206'STANDARD DISK, STAMPED S 325 1935 AND SET IN THE TOP OF A CONCRETE
 BM0206'POST.
 BM0206
 BM0206                          STATION RECOVERY (1999)
 BM0206
 BM0206'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0240 ***********************************************************************
 BM0240  DESIGNATION -  S 326
 BM0240  PID         -  BM0240
 BM0240  STATE/COUNTY-  TX/LEE
 BM0240  USGS QUAD   -  GIDDINGS (1988)
 BM0240
 BM0240                         *CURRENT SURVEY CONTROL
 BM0240  ___________________________________________________________________
 BM0240* NAD 83(1986)-  30 10 29.     (N)    096 53 11.     (W)     SCALED    
 BM0240* NAVD 88     -       143.80   (+/-2cm)     471.8    (feet)  VERTCON   
 BM0240  ___________________________________________________________________
 BM0240  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BM0240
 BM0240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0240
 BM0240.The horizontal coordinates were scaled from a topographic map and have
 BM0240.an estimated accuracy of +/- 6 seconds.
 BM0240
 BM0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0240.The vertical order pertains to the NGVD 29 superseded value.
 BM0240
 BM0240.The geoid height was determined by GEOID03.
 BM0240
 BM0240;                    North         East    Units  Estimated Accuracy
 BM0240;SPC TX C     - 3,061,470.    1,031,940.      MT  (+/- 180 meters Scaled)
 BM0240
 BM0240                          SUPERSEDED SURVEY CONTROL
 BM0240
 BM0240  NGVD 29 (??/??/92)  143.747  (m)          471.61   (f) ADJ UNCH    2 0
 BM0240
 BM0240.Superseded values are not recommended for survey control.
 BM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0240.See file dsdata.txt to determine how the superseded data were derived.
 BM0240
 BM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU035400(NAD 83)
 BM0240_MARKER: DB = BENCH MARK DISK
 BM0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0240_SP_SET: FOUNDATION
 BM0240_STAMPING: S 326 1935
 BM0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0240
 BM0240  HISTORY     - Date     Condition        Report By
 BM0240  HISTORY     - 1935     MONUMENTED       CGS
 BM0240
 BM0240                          STATION DESCRIPTION
 BM0240
 BM0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0240'2.6 MI E FROM GIDDINGS.
 BM0240'2.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0240'GIDDINGS, LEE COUNTY, 0.4 MILE EAST OF MILEPOST 53, 24 YARDS NORTH OF
 BM0240'THE CENTERLINE OF STATE HIGHWAY 20, AT CULVERT 52 B, IN THE TOP OF THE
 BM0240'WEST END OF THE SOUTH CONCRETE FOUNDATION, AND 11 FEET SOUTH OF THE
 BM0240'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED S 326 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0368 ***********************************************************************
 BM0368  DESIGNATION -  S 327
 BM0368  PID         -  BM0368
 BM0368  STATE/COUNTY-  TX/MILAM
 BM0368  USGS QUAD   -  PETTIBONE (1989)
 BM0368
 BM0368                         *CURRENT SURVEY CONTROL
 BM0368  ___________________________________________________________________
 BM0368* NAD 83(1986)-  30 50 54.     (N)    097 04 54.     (W)     SCALED    
 BM0368* NAVD 88     -       153.38   (+/-2cm)     503.2    (feet)  VERTCON   
 BM0368  ___________________________________________________________________
 BM0368  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BM0368
 BM0368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0368
 BM0368.The horizontal coordinates were scaled from a topographic map and have
 BM0368.an estimated accuracy of +/- 6 seconds.
 BM0368
 BM0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0368.The vertical order pertains to the NGVD 29 superseded value.
 BM0368
 BM0368.The geoid height was determined by GEOID03.
 BM0368
 BM0368;                    North         East    Units  Estimated Accuracy
 BM0368;SPC TX C     - 3,135,540.    1,010,960.      MT  (+/- 180 meters Scaled)
 BM0368
 BM0368                          SUPERSEDED SURVEY CONTROL
 BM0368
 BM0368  NGVD 29 (??/??/92)  153.315  (m)          503.00   (f) ADJ UNCH    2 0
 BM0368
 BM0368.Superseded values are not recommended for survey control.
 BM0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0368.See file dsdata.txt to determine how the superseded data were derived.
 BM0368
 BM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV834143(NAD 83)
 BM0368_MARKER: DB = BENCH MARK DISK
 BM0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0368_STAMPING: S 327 1935
 BM0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0368+STABILITY: SURFACE MOTION
 BM0368
 BM0368  HISTORY     - Date     Condition        Report By
 BM0368  HISTORY     - 1935     MONUMENTED       CGS
 BM0368  HISTORY     - 1962     MARK NOT FOUND   USGS
 BM0368  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0368
 BM0368                          STATION DESCRIPTION
 BM0368
 BM0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0368'2.7 MI SE FROM BUCKHOLTS.
 BM0368'2.7 MILES E OF AND ALONG THE SANTE FE R R 30 YARDS W OF MILEPOST 194.
 BM0368'43 FEET S OF CENTER OF TRACK.  92 FEET SW OF DEPOT AT PETTIBONE
 BM0368'STATION.  IN A FENCE CORNER AT A ROAD CROSSING.
 BM0368
 BM0368                          STATION RECOVERY (1962)
 BM0368
 BM0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BM0368'MARK NOT FOUND.
 BM0368
 BM0368                          STATION RECOVERY (1999)
 BM0368
 BM0368'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0364 ***********************************************************************
 BM0364  DESIGNATION -  S 328
 BM0364  PID         -  BM0364
 BM0364  STATE/COUNTY-  TX/WILLIAMSON
 BM0364  USGS QUAD   -  GRANGER (1988)
 BM0364
 BM0364                         *CURRENT SURVEY CONTROL
 BM0364  ___________________________________________________________________
 BM0364* NAD 83(1986)-  30 42 33.     (N)    097 27 27.     (W)     SCALED    
 BM0364* NAVD 88     -       172.989  (meters)     567.55   (feet)  ADJUSTED  
 BM0364  ___________________________________________________________________
 BM0364  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BM0364  DYNAMIC HT  -         172.757 (meters)     566.79  (feet)  COMP
 BM0364  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 BM0364
 BM0364  VERT ORDER  -  FIRST     CLASS II
 BM0364
 BM0364.The horizontal coordinates were scaled from a topographic map and have
 BM0364.an estimated accuracy of +/- 6 seconds.
 BM0364
 BM0364.The orthometric height was determined by differential leveling
 BM0364.and adjusted by the National Geodetic Survey in June 1991..
 BM0364
 BM0364.The geoid height was determined by GEOID03.
 BM0364
 BM0364.The dynamic height is computed by dividing the NAVD 88
 BM0364.geopotential number by the normal gravity value computed on the
 BM0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0364.degrees latitude (g = 980.6199 gals.).
 BM0364
 BM0364.The modeled gravity was interpolated from observed gravity values.
 BM0364
 BM0364;                    North         East    Units  Estimated Accuracy
 BM0364;SPC TX C     - 3,119,130.      975,430.      MT  (+/- 180 meters Scaled)
 BM0364
 BM0364                          SUPERSEDED SURVEY CONTROL
 BM0364
 BM0364  NGVD 29 (??/??/92)  172.921  (m)          567.33   (f) ADJ UNCH    1 2
 BM0364
 BM0364.Superseded values are not recommended for survey control.
 BM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0364.See file dsdata.txt to determine how the superseded data were derived.
 BM0364
 BM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU477983(NAD 83)
 BM0364_MARKER: DB = BENCH MARK DISK
 BM0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0364_SP_SET: ABUTMENT
 BM0364_STAMPING: S 328 1935
 BM0364_MARK LOGO: CGS   
 BM0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0364
 BM0364  HISTORY     - Date     Condition        Report By
 BM0364  HISTORY     - 1935     MONUMENTED       CGS
 BM0364  HISTORY     - 1954     GOOD             NGS
 BM0364  HISTORY     - 1980     GOOD             NGS
 BM0364  HISTORY     - 1990     GOOD             USPSQD
 BM0364  HISTORY     - 19991231 GOOD             USPSQD
 BM0364
 BM0364                          STATION DESCRIPTION
 BM0364
 BM0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0364'1.3 MI SW FROM GRANGER.
 BM0364'1.3 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 BM0364'TEXAS FROM THE STATION AT GRANGER, 126 FEET NORTHEAST OF THE CENTER OF
 BM0364'AN OILED ROAD CROSSING, 4.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET
 BM0364'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 BM0364'BRIDGE U-909.2.
 BM0364
 BM0364                          STATION RECOVERY (1980)
 BM0364
 BM0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0364'1.95 KM (1.2 MI) SOUTHWEST ALONG FARM ROAD 971 FROM THE JUNCTION OF
 BM0364'STATE HIGHWAY 95 IN GRANGER, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG
 BM0364'COUNTY ROAD 336, AT THE CROSSING OF THE MISSOURI KANSAS AND TEXAS
 BM0364'RAILROAD, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF
 BM0364'RAILROAD BRIDGE U-909.2, 1.4 METERS (4.5 FT) SOUTHEAST OF THE
 BM0364'SOUTHEAST RAIL, 51.2 METERS (168 FT) NORTHEAST OF THE CENTERLINE OF
 BM0364'THE ROAD.
 BM0364'THE MARK IS 0.3 M BELOW THE TRACKS.
 BM0364
 BM0364                          STATION RECOVERY (1990)
 BM0364
 BM0364'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0364'RECOVERED IN GOOD CONDITION.
 BM0364
 BM0364                          STATION RECOVERY (1999)
 BM0364
 BM0364'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2323 ***********************************************************************
 AX2323  DESIGNATION -  S 329
 AX2323  PID         -  AX2323
 AX2323  STATE/COUNTY-  TX/GUADALUPE
 AX2323  USGS QUAD   -  SEGUIN (1994)
 AX2323
 AX2323                         *CURRENT SURVEY CONTROL
 AX2323  ___________________________________________________________________
 AX2323* NAD 83(1986)-  29 35 36.     (N)    097 56 24.     (W)     SCALED    
 AX2323* NAVD 88     -       155.90   (+/-2cm)     511.5    (feet)  VERTCON   
 AX2323  ___________________________________________________________________
 AX2323  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2323
 AX2323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2323
 AX2323.The horizontal coordinates were scaled from a topographic map and have
 AX2323.an estimated accuracy of +/- 6 seconds.
 AX2323
 AX2323.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2323.The vertical order pertains to the NGVD 29 superseded value.
 AX2323
 AX2323.The geoid height was determined by GEOID03.
 AX2323
 AX2323;                    North         East    Units  Estimated Accuracy
 AX2323;SPC TXSC     - 4,195,520.      702,680.      MT  (+/- 180 meters Scaled)
 AX2323
 AX2323                          SUPERSEDED SURVEY CONTROL
 AX2323
 AX2323  NGVD 29 (??/??/92)  155.820  (m)          511.22   (f) ADJ UNCH    2 0
 AX2323
 AX2323.Superseded values are not recommended for survey control.
 AX2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2323.See file dsdata.txt to determine how the superseded data were derived.
 AX2323
 AX2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT026741(NAD 83)
 AX2323_MARKER: DB = BENCH MARK DISK
 AX2323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2323_SP_SET: FOUNDATION
 AX2323_STAMPING: S 329 1935
 AX2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2323
 AX2323  HISTORY     - Date     Condition        Report By
 AX2323  HISTORY     - 1935     MONUMENTED       CGS
 AX2323  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX2323  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2323  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2323  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2323
 AX2323                          STATION DESCRIPTION
 AX2323
 AX2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX2323'1.7 MI E FROM SEGUIN.
 AX2323'ABOUT 1-2/3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AX2323'THE STATION AT SEGUIN, GUADALUPE COUNTY, 0.4 MILE EAST OF MILEPOST
 AX2323'173, AT BRIDGE 172 A OVER GERONIMO CREEK, AND IN THE TOP OF THE NORTH
 AX2323'END OF THE WEST CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED S 329
 AX2323'1935.
 AX2323
 AX2323                          STATION RECOVERY (1964)
 AX2323
 AX2323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX2323'MARK NOT FOUND.
 AX2323
 AX2323                          STATION RECOVERY (1988)
 AX2323
 AX2323'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2323'MARK NOT FOUND.
 AX2323
 AX2323                          STATION RECOVERY (1993)
 AX2323
 AX2323'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2323'MARK NOT FOUND.
 AX2323
 AX2323                          STATION RECOVERY (1999)
 AX2323
 AX2323'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1328 ***********************************************************************
 AY1328  DESIGNATION -  S 33 USGS
 AY1328  PID         -  AY1328
 AY1328  STATE/COUNTY-  TX/UVALDE
 AY1328  USGS QUAD   -  BLANCO LAKE (1971)
 AY1328
 AY1328                         *CURRENT SURVEY CONTROL
 AY1328  ___________________________________________________________________
 AY1328* NAD 83(1986)-  29 17 55.     (N)    099 37 30.     (W)     SCALED    
 AY1328* NAVD 88     -       299.229  (meters)     981.72   (feet)  ADJUSTED  
 AY1328  ___________________________________________________________________
 AY1328  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AY1328  DYNAMIC HT  -         298.794 (meters)     980.29  (feet)  COMP
 AY1328  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY1328
 AY1328  VERT ORDER  -  FIRST     CLASS II
 AY1328
 AY1328.The horizontal coordinates were scaled from a topographic map and have
 AY1328.an estimated accuracy of +/- 6 seconds.
 AY1328
 AY1328.The orthometric height was determined by differential leveling
 AY1328.and adjusted by the National Geodetic Survey in June 1991..
 AY1328
 AY1328.The geoid height was determined by GEOID03.
 AY1328
 AY1328.The dynamic height is computed by dividing the NAVD 88
 AY1328.geopotential number by the normal gravity value computed on the
 AY1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1328.degrees latitude (g = 980.6199 gals.).
 AY1328
 AY1328.The modeled gravity was interpolated from observed gravity values.
 AY1328
 AY1328;                    North         East    Units  Estimated Accuracy
 AY1328;SPC TXSC     - 4,162,550.      539,290.      MT  (+/- 180 meters Scaled)
 AY1328
 AY1328                          SUPERSEDED SURVEY CONTROL
 AY1328
 AY1328  NGVD 29 (??/??/92)  299.100  (m)          981.30   (f) ADJ UNCH    1 2
 AY1328
 AY1328.Superseded values are not recommended for survey control.
 AY1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1328.See file dsdata.txt to determine how the superseded data were derived.
 AY1328
 AY1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT393412(NAD 83)
 AY1328_MARKER: P = PIPE CAP
 AY1328_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY1328_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY1328_STAMPING: S 33 981.176
 AY1328_MARK LOGO: USGS  
 AY1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1328
 AY1328  HISTORY     - Date     Condition        Report By
 AY1328  HISTORY     - UNK      MONUMENTED       USGS
 AY1328  HISTORY     - 1957     GOOD             NGS
 AY1328  HISTORY     - 1973     GOOD             USGS
 AY1328  HISTORY     - 1982     POOR             NGS
 AY1328  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1328
 AY1328                          STATION DESCRIPTION
 AY1328
 AY1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1328'0.8 MI NE FROM KNIPPA.
 AY1328'0.8 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1328'STATION AT KNIPPA, 194 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT
 AY1328'ROAD, 97 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 90, 30 FEET
 AY1328'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 21.6 FEET SOUTHEAST
 AY1328'OF A ROUND TELEPHONE BOOTH, 22.5 FEET WEST OF A TELEPHONE POLE,
 AY1328'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.8 FEET
 AY1328'ABOVE THE GROUND.
 AY1328
 AY1328                          STATION RECOVERY (1973)
 AY1328
 AY1328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AY1328'RECOVERED IN GOOD CONDITION.
 AY1328
 AY1328                          STATION RECOVERY (1982)
 AY1328
 AY1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1328'FOUND LOOSE IN GROUND, UNSUITABLE FOR LEVELING.
 AY1328
 AY1328                          STATION RECOVERY (1988)
 AY1328
 AY1328'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0725 ***********************************************************************
 AN0725  DESIGNATION -  S 331
 AN0725  PID         -  AN0725
 AN0725  STATE/COUNTY-  TX/JACKSON
 AN0725  USGS QUAD   -  EDNA (1995)
 AN0725
 AN0725                         *CURRENT SURVEY CONTROL
 AN0725  ___________________________________________________________________
 AN0725* NAD 83(1993)-  28 55 42.63990(N)    096 44 35.75294(W)     ADJUSTED  
 AN0725* NAVD 88     -        18.67   (+/-2cm)      61.3    (feet)  VERTCON   
 AN0725  ___________________________________________________________________
 AN0725  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AN0725  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0725
 AN0725  HORZ ORDER  -  SECOND
 AN0725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0725
 AN0725.The horizontal coordinates were established by classical geodetic methods
 AN0725.and adjusted by the National Geodetic Survey in February 1996..
 AN0725
 AN0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0725.The vertical order pertains to the NGVD 29 superseded value.
 AN0725
 AN0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0725
 AN0725.The geoid height was determined by GEOID03.
 AN0725
 AN0725;                    North         East     Units Scale Factor Converg.
 AN0725;SPC TXSC     - 4,123,498.416   820,006.706   MT  0.99988823   +1 06 20.2
 AN0725;SPC TXSC     -13,528,511.05  2,690,305.33   sFT  0.99988823   +1 06 20.2
 AN0725;UTM  14      - 3,202,161.639   719,987.419   MT  1.00019724   +1 05 31.4
 AN0725
 AN0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0725!SPC TXSC     -   1.00000136  x   0.99988823  =   0.99988959
 AN0725!UTM  14      -   1.00000136  x   1.00019724  =   1.00019860
 AN0725
 AN0725                          SUPERSEDED SURVEY CONTROL
 AN0725
 AN0725  NAD 83(1986)-  28 55 42.65265(N)    096 44 35.73900(W) AD(       ) 2
 AN0725  NAD 27      -  28 55 41.70233(N)    096 44 34.81033(W) AD(       ) 2
 AN0725  NGVD 29 (??/??/92)   18.725  (m)           61.43   (f) ADJ UNCH    2 0
 AN0725
 AN0725.Superseded values are not recommended for survey control.
 AN0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0725.See file dsdata.txt to determine how the superseded data were derived.
 AN0725
 AN0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT1998702162(NAD 83)
 AN0725_MARKER: DB = BENCH MARK DISK
 AN0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0725_STAMPING: S 331 1935
 AN0725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0725+STABILITY: SURFACE MOTION
 AN0725
 AN0725  HISTORY     - Date     Condition        Report By
 AN0725  HISTORY     - 1980     MONUMENTED       NGS
 AN0725  HISTORY     - 1972     GOOD             NGS
 AN0725
 AN0725                          STATION DESCRIPTION
 AN0725
 AN0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN0725'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF EDNA, 3.5
 AN0725'MILES NORTHEAST OF INEZ, 13 MILES NORTHWEST OF LOLITA, SOUTHEAST
 AN0725'OF A SET OF RAILROAD TRACKS RUNNING PARALLEL TO U.S. HIGHWAY 59
 AN0725'AND ON THE ROAD RIGHT-OF-WAY.
 AN0725'
 AN0725'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 AN0725'FARM ROAD 444 IN THE SMALL VILLAGE OF INEZ, GO NORTHEAST ON
 AN0725'U.S. HIGHWAY 59 FOR 2.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 AN0725'ONTO THE FRONTAGE ROAD AND CONTINUE NORTHEAST FOR 0.55 MILE
 AN0725'TO A SIDE ROAD RIGHT.  TURN RIGHT CROSSING A RAILROAD TRACK
 AN0725'AND BENCH MARK S 331 IS ON THE RIGHT AS DESCRIBED.
 AN0725'
 AN0725'THE STATION IS A STANDARD NGS BENCH MARK DISK
 AN0725'STAMPED---S 331 1935---,
 AN0725'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A SIDE
 AN0725'PROJECTING 16 CM ABOVE THE GROUND.  IT IS LOCATED
 AN0725'44 FEET SOUTH-SOUTHEAST FROM THE SOUTHEAST RAIL OF THE RAILROAD
 AN0725'TRACKS,
 AN0725'34 FEET SOUTHWEST FROM THE CENTER OF A PAVED ROAD AND
 AN0725'1 FOOT SOUTHWEST FROM A METAL WITNESS POST.
 AN0725'
 AN0725'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE MARKS
 AN0725'WERE SET AT THIS STATION.
 AN0725'
 AN0725'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 4.8 METERS.
 AN0725'
 AN0725'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MEANS
 AN0725'USING ELECTRONIC DISTANCE EQUIPMENT.
 AN0725
 AN0725                          STATION RECOVERY (1972)
 AN0725
 AN0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0725'3.35 MI NE FROM INEZ.
 AN0725'ABOUT 3.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AN0725'THE CROSSING OF FARM ROAD 444 AT INEZ, AT AN ASPHALT ROAD CROSSING, 57
 AN0725'FEET SOUTH OF THE CENTER OF THE CROSSING OF THE ASPHALT ROAD AND THE
 AN0725'TRACK, 149 FEET NORTHEAST OF THE EAST CORNER OF A SHORT TRESTLE, 45
 AN0725'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 33 FEET
 AN0725'SOUTHWEST OF THE CENTER LINE OF THE ASPHALT ROAD, 39 FEET NORTHEAST OF
 AN0725'MILEPOST 73, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 2 1/2 FEET
 AN0725'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 AN0725'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- POST IS
 AN0725'CHIPPED BUT SOLID IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1020 ***********************************************************************
 AN1020  DESIGNATION -  S 332
 AN1020  PID         -  AN1020
 AN1020  STATE/COUNTY-  TX/GOLIAD
 AN1020  USGS QUAD   -  MELO (1987)
 AN1020
 AN1020                         *CURRENT SURVEY CONTROL
 AN1020  ___________________________________________________________________
 AN1020* NAD 83(1986)-  28 34 52.     (N)    097 28 53.     (W)     SCALED    
 AN1020* NAVD 88     -        59.98   (+/-2cm)     196.8    (feet)  VERTCON   
 AN1020  ___________________________________________________________________
 AN1020  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1020
 AN1020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1020
 AN1020.The horizontal coordinates were scaled from a topographic map and have
 AN1020.an estimated accuracy of +/- 6 seconds.
 AN1020
 AN1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1020.The vertical order pertains to the NGVD 29 superseded value.
 AN1020
 AN1020.The geoid height was determined by GEOID03.
 AN1020
 AN1020;                    North         East    Units  Estimated Accuracy
 AN1020;SPC TXSC     - 4,083,840.      748,550.      MT  (+/- 180 meters Scaled)
 AN1020
 AN1020                          SUPERSEDED SURVEY CONTROL
 AN1020
 AN1020  NGVD 29 (??/??/92)   60.03   (m)          196.9    (f) COMPUTED    2 0
 AN1020
 AN1020.Superseded values are not recommended for survey control.
 AN1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1020.See file dsdata.txt to determine how the superseded data were derived.
 AN1020
 AN1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS485625(NAD 83)
 AN1020_MARKER: DB = BENCH MARK DISK
 AN1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1020_STAMPING: S 332 1935
 AN1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1020+STABILITY: SURFACE MOTION
 AN1020
 AN1020  HISTORY     - Date     Condition        Report By
 AN1020  HISTORY     - 1935     MONUMENTED       CGS
 AN1020  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1020
 AN1020                          STATION DESCRIPTION
 AN1020
 AN1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1020'7.7 MI NE FROM BERCLAIR.
 AN1020'7.7 MILES NE OF DEPOT AND ALONG THE S P R R 220 FEET (2 1/4 POLES) S
 AN1020'OF MILEPOST 125.  IN LINE WITH CLIP STATION ONE MILE SIGN.  39 FEET SE
 AN1020'OF CENTER OF TRACK AND CLOSE TO R/W FENCE.
 AN1020
 AN1020                          STATION RECOVERY (1963)
 AN1020
 AN1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1055 ***********************************************************************
 AX1055  DESIGNATION -  S 333
 AX1055  PID         -  AX1055
 AX1055  STATE/COUNTY-  TX/COLORADO
 AX1055  USGS QUAD   -  ELLINGER (1981)
 AX1055
 AX1055                         *CURRENT SURVEY CONTROL
 AX1055  ___________________________________________________________________
 AX1055* NAD 83(1986)-  29 49 09.     (N)    096 39 57.     (W)     SCALED    
 AX1055* NAVD 88     -        95.05   (+/-2cm)     311.8    (feet)  VERTCON   
 AX1055  ___________________________________________________________________
 AX1055  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1055
 AX1055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1055
 AX1055.The horizontal coordinates were scaled from a topographic map and have
 AX1055.an estimated accuracy of +/- 6 seconds.
 AX1055
 AX1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1055.The vertical order pertains to the NGVD 29 superseded value.
 AX1055
 AX1055.The geoid height was determined by GEOID03.
 AX1055
 AX1055;                    North         East    Units  Estimated Accuracy
 AX1055;SPC TXSC     - 4,222,340.      825,580.      MT  (+/- 180 meters Scaled)
 AX1055
 AX1055                          SUPERSEDED SURVEY CONTROL
 AX1055
 AX1055  NGVD 29 (??/??/92)   95.019  (m)          311.74   (f) ADJ UNCH    2 0
 AX1055
 AX1055.Superseded values are not recommended for survey control.
 AX1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1055.See file dsdata.txt to determine how the superseded data were derived.
 AX1055
 AX1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU255010(NAD 83)
 AX1055_MARKER: DB = BENCH MARK DISK
 AX1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1055_STAMPING: S 333 1935
 AX1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1055+STABILITY: SURFACE MOTION
 AX1055
 AX1055  HISTORY     - Date     Condition        Report By
 AX1055  HISTORY     - 1935     MONUMENTED       CGS
 AX1055  HISTORY     - 1943     GOOD             NGS
 AX1055
 AX1055                          STATION DESCRIPTION
 AX1055
 AX1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1055'2.7 MI SE FROM ELLINGER.
 AX1055'IN COLORADO COUNTY, 2.7 MILES SOUTHEAST ALONG THE ABANDONED LA GRANGE
 AX1055'BRANCH OF THE SOUTHERN PACIFIC RAILROAD FROM THE OLD STATION AT
 AX1055'ELLINGER, FAYETTE COUNTY, AT THE SOUTHEAST END OF A DEEP CUT IN THE
 AX1055'SOUTHEAST BANK OF A DEEP CREEK, AT A DIRT-ROAD CROSSING, 46.5 FEET
 AX1055'SOUTHWEST OF THE CENTERLINE OF THE RAILROAD BED, 18 FEET SOUTHEAST OF
 AX1055'THE CENTERLINE OF THE DIRT ROAD, 2.1 FEET SOUTHEAST OF A WHITE WOODEN
 AX1055'WITNESS POST, AND ABOUT LEVEL WITH THE RAILROAD BED.  A STANDARD DISK,
 AX1055'STAMPED S 333 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1055'ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1565 ***********************************************************************
 AN1565  DESIGNATION -  S 334
 AN1565  PID         -  AN1565
 AN1565  STATE/COUNTY-  TX/BEE
 AN1565  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1565
 AN1565                         *CURRENT SURVEY CONTROL
 AN1565  ___________________________________________________________________
 AN1565* NAD 83(1986)-  28 11 29.     (N)    097 44 09.     (W)     SCALED    
 AN1565* NAVD 88     -        50.771  (meters)     166.57   (feet)  POSTED    
 AN1565  ___________________________________________________________________
 AN1565  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1565  DYNAMIC HT  -          50.690 (meters)     166.31  (feet)  COMP
 AN1565  MODELED GRAV-     979,137.4   (mgal)                       NAVD 88
 AN1565
 AN1565  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AN1565
 AN1565.The horizontal coordinates were scaled from a topographic map and have
 AN1565.an estimated accuracy of +/- 6 seconds.
 AN1565
 AN1565.The orthometric height was determined by differential leveling
 AN1565.and adjusted by the National Geodetic Survey in 1992..
 AN1565.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AN1565.rate of 1.1 thru 2.0 mm/km.
 AN1565
 AN1565.The geoid height was determined by GEOID03.
 AN1565
 AN1565.The dynamic height is computed by dividing the NAVD 88
 AN1565.geopotential number by the normal gravity value computed on the
 AN1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1565.degrees latitude (g = 980.6199 gals.).
 AN1565
 AN1565.The modeled gravity was interpolated from observed gravity values.
 AN1565
 AN1565;                    North         East    Units  Estimated Accuracy
 AN1565;SPC TXSC     - 4,040,360.      724,130.      MT  (+/- 180 meters Scaled)
 AN1565
 AN1565                          SUPERSEDED SURVEY CONTROL
 AN1565
 AN1565  NGVD 29 (??/??/92)   50.799  (m)          166.66   (f) ADJ UNCH    2 0
 AN1565
 AN1565.Superseded values are not recommended for survey control.
 AN1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1565.See file dsdata.txt to determine how the superseded data were derived.
 AN1565
 AN1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS240190(NAD 83)
 AN1565_MARKER: DB = BENCH MARK DISK
 AN1565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1565_SP_SET: CULVERT
 AN1565_STAMPING: S-334 1935
 AN1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1565
 AN1565  HISTORY     - Date     Condition        Report By
 AN1565  HISTORY     - 1935     MONUMENTED       CGS
 AN1565  HISTORY     - 1953     GOOD             NGS
 AN1565
 AN1565                          STATION DESCRIPTION
 AN1565
 AN1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1565'2.3 MI NE FROM TYNAN.
 AN1565'2.3 MILES NORTHEAST OF AND ALONG S.P.R.R. 14 FEET EAST OF THE TRACK.
 AN1565'IN TOP OF NORTHEAST CORNER OF CONCRETE CULVERT NO. 5 A.  ABOUT 0.4
 AN1565'MILE SOUTH OF MILE POST 5.
 AN1565
 AN1565                          STATION RECOVERY (1953)
 AN1565
 AN1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AN1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0090 ***********************************************************************
 BL0090  DESIGNATION -  S 335
 BL0090  PID         -  BL0090
 BL0090  STATE/COUNTY-  TX/JASPER
 BL0090  USGS QUAD   -  JASPER WEST (1984)
 BL0090
 BL0090                         *CURRENT SURVEY CONTROL
 BL0090  ___________________________________________________________________
 BL0090* NAD 83(1993)-  30 53 40.85724(N)    094 02 14.46463(W)     ADJUSTED  
 BL0090* NAVD 88     -        63.4    (meters)     208.     (feet)  GPS OBS   
 BL0090  ___________________________________________________________________
 BL0090  X           -    -385,690.152 (meters)                     COMP
 BL0090  Y           -  -5,464,431.739 (meters)                     COMP
 BL0090  Z           -   3,255,897.601 (meters)                     COMP
 BL0090  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 BL0090  ELLIP HEIGHT-          35.50  (meters)          (09/06/01) GPS OBS
 BL0090  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BL0090
 BL0090  HORZ ORDER  -  THIRD
 BL0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0090  ELLP ORDER  -  FOURTH    CLASS II
 BL0090
 BL0090.This mark is at Jasper Co-Bell Fld (JAS) Airport (JAS)
 BL0090
 BL0090.The horizontal coordinates were established by GPS observations
 BL0090.and adjusted by the National Geodetic Survey in March 1998..
 BL0090
 BL0090.The orthometric height was determined by GPS observations and a
 BL0090.high-resolution geoid model.
 BL0090.The vertical order pertains to the NGVD 29 superseded value.
 BL0090
 BL0090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL0090
 BL0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0090
 BL0090.The ellipsoidal height was determined by GPS observations
 BL0090.and is referenced to NAD 83.
 BL0090
 BL0090.The geoid height was determined by GEOID03.
 BL0090
 BL0090;                    North         East     Units Scale Factor Converg.
 BL0090;SPC TX C     - 3,153,159.580 1,301,561.510   MT  0.99988347   +3 14 34.1
 BL0090;SPC TX C     -10,344,991.06  4,270,206.39   sFT  0.99988347   +3 14 34.1
 BL0090;UTM  15      - 3,418,391.077   400,856.908   MT  0.99972125   -0 31 57.7
 BL0090
 BL0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0090!SPC TX C     -   0.99999443  x   0.99988347  =   0.99987790
 BL0090!UTM  15      -   0.99999443  x   0.99972125  =   0.99971568
 BL0090
 BL0090|---------------------------------------------------------------------|
 BL0090| PID    Reference Object                     Distance      Geod. Az  |
 BL0090|                                                           dddmmss.s |
 BL0090| BL2322 JASPORT                             267.920 METERS 12241     |
 BL0090|---------------------------------------------------------------------|
 BL0090
 BL0090                          SUPERSEDED SURVEY CONTROL
 BL0090
 BL0090  ELLIP H (03/06/98)   35.65   (m)                       GP(       ) 4 2
 BL0090  NGVD 29 (??/??/92)   63.454  (m)          208.18   (f) ADJ UNCH    2 0
 BL0090
 BL0090.Superseded values are not recommended for survey control.
 BL0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0090.See file dsdata.txt to determine how the superseded data were derived.
 BL0090
 BL0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0085718391(NAD 83)
 BL0090_MARKER: DB = BENCH MARK DISK
 BL0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0090_SP_SET: CULVERT HEADWALL
 BL0090_STAMPING: S 335 1952
 BL0090_MARK LOGO: CGS   
 BL0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0090+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1997
 BL0090
 BL0090  HISTORY     - Date     Condition        Report By
 BL0090  HISTORY     - 1952     MONUMENTED       CGS
 BL0090  HISTORY     - 19970326 GOOD             NGS
 BL0090
 BL0090                          STATION DESCRIPTION
 BL0090
 BL0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0090'2.95 MI SW FROM JASPER.
 BL0090'1.5 MILES WEST ALONG U.S. HIGHWAY 190 AND STATE HIGHWAY 63 FROM THE
 BL0090'COURTHOUSE AT JASPER, THENCE 1.45 MILES SOUTHWEST ALONG FARM ROAD 777,
 BL0090'AT THE WEST ENTRANCE TO THE JASPER COUNTY AIRPORT, 25 FEET SOUTH OF
 BL0090'THE CENTER LINE OF AN OILED DRIVEWAY LEADING TO THE AIRPORT, 23 FEET
 BL0090'EAST OF THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE CENTER
 BL0090'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE DRIVEWAY.
 BL0090
 BL0090                          STATION RECOVERY (1997)
 BL0090
 BL0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BL0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 26 MAR 1997 (WCW) .
 BL0090'RECOVERED IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE
 BL0090'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF JASPER AT THE
 BL0090'ENTRANCE TO THE JASPER COUNTY AIRPORT-BELL FIELD.  OWNERSHIP--THE
 BL0090'STATION IS IN THE RIGHT OF WAY OF FARM ROAD 777.  AIRPORT MANAGER IS
 BL0090'KEVIN COTTLE, ROUTE 4 BOX 363, JASPER TX 75951, PHONE 409-384-2032. TO
 BL0090'REACH THE STATION FROM THE JUNCTION OF COMBINED U.S.  HIGHWAY 190 AND
 BL0090'STATE HIGHWAY 63 (GIBSON STREET) WITH U.S.  HIGHWAY 96 IN JASPER, GO
 BL0090'SOUTHWESTERLY ON U.S.  HIGHWAY 190 FOR A TOTAL OF 4.2 KM (2.60 MI) ,
 BL0090'PASSING THE JUNCTION FOR STATE ROUTE 63 WEST AT 2.6 KM (1.60 MI) , TO
 BL0090'FARM ROAD 777.  TURN LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) TO THE
 BL0090'STATION ON LEFT JUST PAST THE AIRPORT ENTRANCE ROAD--CARNES B MANNING
 BL0090'DRIVE.  THE MARK IS A CGS BENCHMARK DISK IN THE SOUTHERLY HEADWALL FOR
 BL0090'THE CULVERT UNDER THE AIRPORT ENTRANCE ROAD.  THE MARK IS 7 M (23.0
 BL0090'FT) SOUTH OF THE AIRPORT ENTRANCE ROAD, 7 M (23.0 FT) EAST OF FARM
 BL0090'ROAD 777 CENTER, AND CENTERED IN THE LENGTH OF THE HEADWALL. DESC
 BL0090'26MAR1997 WC WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0410 ***********************************************************************
 BY0410  DESIGNATION -  S 336
 BY0410  PID         -  BY0410
 BY0410  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0410  USGS QUAD   -  CHINQUAPIN (1984)
 BY0410
 BY0410                         *CURRENT SURVEY CONTROL
 BY0410  ___________________________________________________________________
 BY0410* NAD 83(1986)-  31 24 02.     (N)    094 06 47.     (W)     SCALED    
 BY0410* NAVD 88     -        83.53   (+/-2cm)     274.0    (feet)  VERTCON   
 BY0410  ___________________________________________________________________
 BY0410  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY0410
 BY0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0410
 BY0410.The horizontal coordinates were scaled from a topographic map and have
 BY0410.an estimated accuracy of +/- 6 seconds.
 BY0410
 BY0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0410.The vertical order pertains to the NGVD 29 superseded value.
 BY0410
 BY0410.The geoid height was determined by GEOID03.
 BY0410
 BY0410;                    North         East    Units  Estimated Accuracy
 BY0410;SPC TX C     - 3,208,750.    1,291,200.      MT  (+/- 180 meters Scaled)
 BY0410
 BY0410                          SUPERSEDED SURVEY CONTROL
 BY0410
 BY0410  NGVD 29 (??/??/92)   83.560  (m)          274.15   (f) ADJ UNCH    2 0
 BY0410
 BY0410.Superseded values are not recommended for survey control.
 BY0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0410.See file dsdata.txt to determine how the superseded data were derived.
 BY0410
 BY0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ941745(NAD 83)
 BY0410_MARKER: DB = BENCH MARK DISK
 BY0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0410_STAMPING: S 336 1952
 BY0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0410+STABILITY: SURFACE MOTION
 BY0410
 BY0410  HISTORY     - Date     Condition        Report By
 BY0410  HISTORY     - 1952     MONUMENTED       CGS
 BY0410
 BY0410                          STATION DESCRIPTION
 BY0410
 BY0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0410'9.25 MI NW FROM BRONSON.
 BY0410'2.8 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0410'HIGHWAY 96 AT BRONSON, THENCE 0.4 MILE SOUTHWEST ALONG A CLAY ROAD,
 BY0410'THENCE 1.35 MILE NORTHWEST ALONG A CLAY ROAD, THENCE 0.75 MILE WEST
 BY0410'ALONG A DIRT ROAD, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 BY0410'THENCE 0.75 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.35 MILES
 BY0410'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.1 MILES WEST ALONG A GRADED
 BY0410'DIRT ROAD, ON TOP OF A HILL, 72 FEET WEST OF THE CENTER LINE OF A
 BY0410'PRIVATE DRIVEWAY, 49 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BY0410'C.A. CHAMBERS FARMHOUSE, 34 FEET SOUTH OF THE CENTER LINE OF THE
 BY0410'GRADED DIRT ROAD, 19.5 FEET NORTHEAST OF A POWER POLE, 3 FEET NORTH OF
 BY0410'A FENCE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0410'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0132 ***********************************************************************
 GL0132  DESIGNATION -  S 339
 GL0132  PID         -  GL0132
 GL0132  STATE/COUNTY-  TX/SHERMAN
 GL0132  USGS QUAD   -  LAUTZ (1965)
 GL0132
 GL0132                         *CURRENT SURVEY CONTROL
 GL0132  ___________________________________________________________________
 GL0132* NAD 83(1986)-  36 09 15.     (N)    102 04 46.     (W)     SCALED    
 GL0132* NAVD 88     -      1117.460  (meters)    3666.20   (feet)  ADJUSTED  
 GL0132  ___________________________________________________________________
 GL0132  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 GL0132  DYNAMIC HT  -        1116.205 (meters)    3662.08  (feet)  COMP
 GL0132  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 GL0132
 GL0132  VERT ORDER  -  SECOND    CLASS 0
 GL0132
 GL0132.The horizontal coordinates were scaled from a topographic map and have
 GL0132.an estimated accuracy of +/- 6 seconds.
 GL0132
 GL0132.The orthometric height was determined by differential leveling
 GL0132.and adjusted by the National Geodetic Survey in June 1991..
 GL0132
 GL0132.The geoid height was determined by GEOID03.
 GL0132
 GL0132.The dynamic height is computed by dividing the NAVD 88
 GL0132.geopotential number by the normal gravity value computed on the
 GL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0132.degrees latitude (g = 980.6199 gals.).
 GL0132
 GL0132.The modeled gravity was interpolated from observed gravity values.
 GL0132
 GL0132;                    North         East    Units  Estimated Accuracy
 GL0132;SPC TX N     - 1,239,140.      147,860.      MT  (+/- 180 meters Scaled)
 GL0132
 GL0132                          SUPERSEDED SURVEY CONTROL
 GL0132
 GL0132.No superseded survey control is available for this station.
 GL0132
 GL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA627050(NAD 83)
 GL0132_MARKER: DB = BENCH MARK DISK
 GL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0132_STAMPING: S 339 1952
 GL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0132+STABILITY: SURFACE MOTION
 GL0132
 GL0132  HISTORY     - Date     Condition        Report By
 GL0132  HISTORY     - 1952     MONUMENTED       CGS
 GL0132
 GL0132                          STATION DESCRIPTION
 GL0132
 GL0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0132'14.5 MI SE FROM CONLEN.
 GL0132'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0132'HIGHWAY 54 AT CONLEN, THENCE 9.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0132'51 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 22 FEET
 GL0132'NORTH OF A FENCE, 1 FOOT WEST OF A FENCE LEADING NORTH, 2 FEET SOUTH
 GL0132'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0132'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0201 ***********************************************************************
 CA0201  DESIGNATION -  S 340
 CA0201  PID         -  CA0201
 CA0201  STATE/COUNTY-  TX/SAN SABA
 CA0201  USGS QUAD   -  SAN SABA (1976)
 CA0201
 CA0201                         *CURRENT SURVEY CONTROL
 CA0201  ___________________________________________________________________
 CA0201* NAD 83(1986)-  31 12 10.     (N)    098 44 44.     (W)     SCALED    
 CA0201* NAVD 88     -       370.767  (meters)    1216.42   (feet)  ADJUSTED  
 CA0201  ___________________________________________________________________
 CA0201  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CA0201  DYNAMIC HT  -         370.276 (meters)    1214.81  (feet)  COMP
 CA0201  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 CA0201
 CA0201  VERT ORDER  -  SECOND    CLASS 0
 CA0201
 CA0201.The horizontal coordinates were scaled from a topographic map and have
 CA0201.an estimated accuracy of +/- 6 seconds.
 CA0201
 CA0201.The orthometric height was determined by differential leveling
 CA0201.and adjusted by the National Geodetic Survey in June 1991..
 CA0201
 CA0201.The geoid height was determined by GEOID03.
 CA0201
 CA0201.The dynamic height is computed by dividing the NAVD 88
 CA0201.geopotential number by the normal gravity value computed on the
 CA0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0201.degrees latitude (g = 980.6199 gals.).
 CA0201
 CA0201.The modeled gravity was interpolated from observed gravity values.
 CA0201
 CA0201;                    North         East    Units  Estimated Accuracy
 CA0201;SPC TX C     - 3,171,370.      851,300.      MT  (+/- 180 meters Scaled)
 CA0201
 CA0201                          SUPERSEDED SURVEY CONTROL
 CA0201
 CA0201  NGVD 29 (??/??/92)  370.713  (m)         1216.25   (f) ADJ UNCH    2 0
 CA0201
 CA0201.Superseded values are not recommended for survey control.
 CA0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0201.See file dsdata.txt to determine how the superseded data were derived.
 CA0201
 CA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV242521(NAD 83)
 CA0201_MARKER: DB = BENCH MARK DISK
 CA0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0201_STAMPING: S 340 1935
 CA0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0201+STABILITY: SURFACE MOTION
 CA0201
 CA0201  HISTORY     - Date     Condition        Report By
 CA0201  HISTORY     - 1935     MONUMENTED       CGS
 CA0201
 CA0201                          STATION DESCRIPTION
 CA0201
 CA0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0201'1.6 MI W FROM SAN SABA.
 CA0201'1.6 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. 110 YARDS EAST OF
 CA0201'MILE POST 26.  ABOUT 40 YARDS NORTH OF A R.R. WATER TANK.  15 YARDS
 CA0201'NORTH OF CENTER OF THE TRACK.  1 YARD SOUTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0186 ***********************************************************************
 BN0186  DESIGNATION -  S 341
 BN0186  PID         -  BN0186
 BN0186  STATE/COUNTY-  TX/LLANO
 BN0186  USGS QUAD   -  LLANO NORTH (1955)
 BN0186
 BN0186                         *CURRENT SURVEY CONTROL
 BN0186  ___________________________________________________________________
 BN0186* NAD 83(1993)-  30 46 46.02036(N)    098 39 52.13702(W)     ADJUSTED  
 BN0186* NAVD 88     -       335.960  (meters)    1102.23   (feet)  ADJUSTED  
 BN0186  ___________________________________________________________________
 BN0186  X           -    -826,276.255 (meters)                     COMP
 BN0186  Y           -  -5,422,217.368 (meters)                     COMP
 BN0186  Z           -   3,245,069.998 (meters)                     COMP
 BN0186  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 BN0186  ELLIP HEIGHT-         312.62  (meters)          (08/08/01) GPS OBS
 BN0186  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 BN0186  DYNAMIC HT  -         335.517 (meters)    1100.78  (feet)  COMP
 BN0186  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 BN0186
 BN0186  HORZ ORDER  -  FIRST
 BN0186  VERT ORDER  -  SECOND    CLASS 0
 BN0186  ELLP ORDER  -  FOURTH    CLASS I
 BN0186
 BN0186.The horizontal coordinates were established by GPS observations
 BN0186.and adjusted by the National Geodetic Survey in May 1998..
 BN0186
 BN0186.The orthometric height was determined by differential leveling
 BN0186.and adjusted by the National Geodetic Survey in June 1991..
 BN0186.WARNING-GPS observations at this control monument resulted in a GPS
 BN0186.derived orthometric height which differed from the leveled height by
 BN0186.more than one decimeter (0.1 meter).
 BN0186
 BN0186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0186
 BN0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0186
 BN0186.The ellipsoidal height was determined by GPS observations
 BN0186.and is referenced to NAD 83.
 BN0186
 BN0186.The geoid height was determined by GEOID03.
 BN0186
 BN0186.The dynamic height is computed by dividing the NAVD 88
 BN0186.geopotential number by the normal gravity value computed on the
 BN0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0186.degrees latitude (g = 980.6199 gals.).
 BN0186
 BN0186.The modeled gravity was interpolated from observed gravity values.
 BN0186
 BN0186;                    North         East     Units Scale Factor Converg.
 BN0186;SPC TX C     - 3,124,555.716   859,724.314   MT  0.99988920   +0 51 34.4
 BN0186;SPC TX C     -10,251,146.54  2,820,612.19   sFT  0.99988920   +0 51 34.4
 BN0186;UTM  14      - 3,405,207.985   532,104.103   MT  0.99961271   +0 10 18.1
 BN0186
 BN0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0186!SPC TX C     -   0.99995091  x   0.99988920  =   0.99984011
 BN0186!UTM  14      -   0.99995091  x   0.99961271  =   0.99956364
 BN0186
 BN0186                          SUPERSEDED SURVEY CONTROL
 BN0186
 BN0186  ELLIP H (05/20/98)  312.65   (m)                       GP(       ) 4 1
 BN0186  NGVD 29 (??/??/92)  335.915  (m)         1102.08   (f) ADJ UNCH    2 0
 BN0186
 BN0186.Superseded values are not recommended for survey control.
 BN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0186.See file dsdata.txt to determine how the superseded data were derived.
 BN0186
 BN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3210405208(NAD 83)
 BN0186_MARKER: DB = BENCH MARK DISK
 BN0186_SETTING: 66 = SET IN ROCK OUTCROP
 BN0186_SP_SET: ROCK OUTCROP
 BN0186_STAMPING: S 341 1935
 BN0186_MARK LOGO: CGS   
 BN0186_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BN0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0186+STABILITY: POSITION/ELEVATION WELL
 BN0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0186+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1998
 BN0186
 BN0186  HISTORY     - Date     Condition        Report By
 BN0186  HISTORY     - 1935     MONUMENTED       CGS
 BN0186  HISTORY     - 19980327 GOOD             NGS
 BN0186  HISTORY     - 19990908 GOOD             TXDOT
 BN0186
 BN0186                          STATION DESCRIPTION
 BN0186
 BN0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0186'1.9 MI N FROM LLANO.
 BN0186'1.9 MILES NORTH OF AND ALONG STATE HIGHWAY 81 ABOUT 80 YARDS SOUTH OF
 BN0186'A DIRT ROAD LEADING EAST.  18 YARDS EAST OF CENTER OF THE HIGHWAY.  1
 BN0186'YARD EAST OF THE RIGHT OF WAY FENCE.  DISK SET HORIZONTAL IN A LARGE
 BN0186'GRANITE OUTCROP.  MARKED BY A CIRCLE OF ROCK.
 BN0186
 BN0186                          STATION RECOVERY (1998)
 BN0186
 BN0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (LJL)
 BN0186'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 BN0186'IS LOCATED 1.6 MILES (2.6 KM) NORTH OF THE CITY OF LLANO, NEAR THE
 BN0186'SOUTH END OF TO THE LLANO MUNICIPAL AIRPORT, ALONG THE OUTSIDE OF A
 BN0186'HIGHWAY CURVE.  CONTACT EVELYN GOULD, THE AIRPORT MANAGER AT
 BN0186'915-247-5635.  TO REACH THE STATION PROCEED 1.6 MILES (2.6 KM) NORTH
 BN0186'ALONG STATE HIGHWAY 16 FROM THE INTERSECTION OF STATE HIGHWAYS 29 AND
 BN0186'71 IN LLANO, ALSO 0.7 MILE (1.1 KM) SOUTH OF THE PAVED ENTRANCE TO THE
 BN0186'AIRPORT.  THE STATION IS A CGS BENCHMARK DISK STAMPED S 341 1935 AND
 BN0186'SET IN TOP OF A ROCK OUTCROP.  IT IS 50 FT (15.2 M) EAST OF THE
 BN0186'CENTERLINE OF THE HIGHWAY, 2.1 FT (0.6 M) EAST OF A RIGHT OF WAY
 BN0186'FENCE, 319 FT (97.2 M) SOUTH OF THE CENTER OF 2 GATES LEADING EAST, 2
 BN0186'FT (0.6 M) BELOW THE HIGHWAY, 0.5 FT (15.2 CM) ABOVE GROUND, 5.0 FT
 BN0186'(1.5 M) SOUTH OF A WITNESS POST.  THE STATION WILL SEE STATION 6R9 A
 BN0186'(PAC) AND THE MIDFIELD AREA OF THE AIRPORT.  THIS IS A SECONDARY
 BN0186'AIRPORT CONTROL STATION.
 BN0186
 BN0186                          STATION RECOVERY (1999)
 BN0186
 BN0186'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0186'CORRECTION OF 1998 RECOVERY - MILEAGE FROM INTERSECTION OF STATE
 BN0186'HIGHWAYS 71 AND 29 .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0044 ***********************************************************************
 AO0044  DESIGNATION -  S 343
 AO0044  PID         -  AO0044
 AO0044  STATE/COUNTY-  TX/ATASCOSA
 AO0044  USGS QUAD   -  PLEASANTON (1985)
 AO0044
 AO0044                         *CURRENT SURVEY CONTROL
 AO0044  ___________________________________________________________________
 AO0044* NAD 83(1986)-  28 58 32.     (N)    098 29 49.     (W)     SCALED    
 AO0044* NAVD 88     -       119.695  (meters)     392.70   (feet)  ADJUSTED  
 AO0044  ___________________________________________________________________
 AO0044  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AO0044  DYNAMIC HT  -         119.523 (meters)     392.13  (feet)  COMP
 AO0044  MODELED GRAV-     979,200.7   (mgal)                       NAVD 88
 AO0044
 AO0044  VERT ORDER  -  SECOND    CLASS 0
 AO0044
 AO0044.The horizontal coordinates were scaled from a topographic map and have
 AO0044.an estimated accuracy of +/- 6 seconds.
 AO0044
 AO0044.The orthometric height was determined by differential leveling
 AO0044.and adjusted by the National Geodetic Survey in June 1991..
 AO0044
 AO0044.The geoid height was determined by GEOID03.
 AO0044
 AO0044.The dynamic height is computed by dividing the NAVD 88
 AO0044.geopotential number by the normal gravity value computed on the
 AO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0044.degrees latitude (g = 980.6199 gals.).
 AO0044
 AO0044.The modeled gravity was interpolated from observed gravity values.
 AO0044
 AO0044;                    North         East    Units  Estimated Accuracy
 AO0044;SPC TXSC     - 4,126,700.      649,020.      MT  (+/- 180 meters Scaled)
 AO0044
 AO0044                          SUPERSEDED SURVEY CONTROL
 AO0044
 AO0044  NGVD 29 (??/??/92)  119.657  (m)          392.57   (f) ADJ UNCH    2 0
 AO0044
 AO0044.Superseded values are not recommended for survey control.
 AO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0044.See file dsdata.txt to determine how the superseded data were derived.
 AO0044
 AO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT490053(NAD 83)
 AO0044_MARKER: DB = BENCH MARK DISK
 AO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0044_STAMPING: S 343 1935
 AO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0044+STABILITY: SURFACE MOTION
 AO0044
 AO0044  HISTORY     - Date     Condition        Report By
 AO0044  HISTORY     - 1935     MONUMENTED       CGS
 AO0044  HISTORY     - 1968     GOOD             USGS
 AO0044  HISTORY     - 19930323 MARK NOT FOUND   USPSQD
 AO0044  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AO0044
 AO0044                          STATION DESCRIPTION
 AO0044
 AO0044'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0044'2.6 MI N FROM NORTH PLEASANTON.
 AO0044'NORTH 1.3 MILES ON FARM ROAD 476 FROM THE JUNCTION OF FARM ROAD 476
 AO0044'AND STATE HIGHWAY 97 IN PLEASANTON.  AT THE MISSOURI PACIFIC SPUR
 AO0044'CROSSING.  ABOUT 150 FEET SOUTHWEST ALONG THE RAILROAD AND 18 FEET
 AO0044'NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD BRONZE DISK,
 AO0044'STAMPED S 343 1935, SET IN A CONCRETE POST PROJECTING 0.4 FEET ABOVE
 AO0044'THE GROUND.
 AO0044
 AO0044                          STATION RECOVERY (1993)
 AO0044
 AO0044'RECOVERY NOTE BY US POWER SQUADRON 1993
 AO0044'MARK NOT FOUND.
 AO0044
 AO0044                          STATION RECOVERY (1997)
 AO0044
 AO0044'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1465 ***********************************************************************
 FL1465  DESIGNATION -  S 345
 FL1465  PID         -  FL1465
 FL1465  STATE/COUNTY-  TX/MOORE
 FL1465  USGS QUAD   -  DUMAS NE (1972)
 FL1465
 FL1465                         *CURRENT SURVEY CONTROL
 FL1465  ___________________________________________________________________
 FL1465* NAD 83(1986)-  35 54 28.     (N)    101 46 31.     (W)     SCALED    
 FL1465* NAVD 88     -      1059.989  (meters)    3477.65   (feet)  ADJUSTED  
 FL1465  ___________________________________________________________________
 FL1465  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 FL1465  DYNAMIC HT  -        1058.780 (meters)    3473.68  (feet)  COMP
 FL1465  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 FL1465
 FL1465  VERT ORDER  -  SECOND    CLASS 0
 FL1465
 FL1465.The horizontal coordinates were scaled from a topographic map and have
 FL1465.an estimated accuracy of +/- 6 seconds.
 FL1465
 FL1465.The orthometric height was determined by differential leveling
 FL1465.and adjusted by the National Geodetic Survey in June 1991..
 FL1465
 FL1465.The geoid height was determined by GEOID03.
 FL1465
 FL1465.The dynamic height is computed by dividing the NAVD 88
 FL1465.geopotential number by the normal gravity value computed on the
 FL1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1465.degrees latitude (g = 980.6199 gals.).
 FL1465
 FL1465.The modeled gravity was interpolated from observed gravity values.
 FL1465
 FL1465;                    North         East    Units  Estimated Accuracy
 FL1465;SPC TX N     - 1,211,680.      175,150.      MT  (+/- 180 meters Scaled)
 FL1465
 FL1465                          SUPERSEDED SURVEY CONTROL
 FL1465
 FL1465  NGVD 29 (??/??/92) 1059.476  (m)         3475.96   (f) ADJ UNCH    2 0
 FL1465
 FL1465.Superseded values are not recommended for survey control.
 FL1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1465.See file dsdata.txt to determine how the superseded data were derived.
 FL1465
 FL1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE495772(NAD 83)
 FL1465_MARKER: DB = BENCH MARK DISK
 FL1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1465_STAMPING: S 345 1952
 FL1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1465+STABILITY: SURFACE MOTION
 FL1465
 FL1465  HISTORY     - Date     Condition        Report By
 FL1465  HISTORY     - 1952     MONUMENTED       CGS
 FL1465  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1465
 FL1465                          STATION DESCRIPTION
 FL1465
 FL1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1465'14.2 MI NE FROM DUMAS.
 FL1465'9.2 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1465'HIGHWAY 287 AT DUMAS, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 FL1465'THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, 61 FEET NORTH OF THE
 FL1465'CENTER LINE OF THE ROAD, 28 FEET NORTH OF AN EAST AND WEST FENCE, 1.8
 FL1465'FEET EAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 FL1465'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FL1465
 FL1465                          STATION RECOVERY (1971)
 FL1465
 FL1465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1474 ***********************************************************************
 FL1474  DESIGNATION -  S 346
 FL1474  PID         -  FL1474
 FL1474  STATE/COUNTY-  TX/MOORE
 FL1474  USGS QUAD   -  DUMAS NORTH (1965)
 FL1474
 FL1474                         *CURRENT SURVEY CONTROL
 FL1474  ___________________________________________________________________
 FL1474* NAD 83(1986)-  35 54 31.     (N)    101 54 33.     (W)     SCALED    
 FL1474* NAVD 88     -      1090.989  (meters)    3579.35   (feet)  ADJUSTED  
 FL1474  ___________________________________________________________________
 FL1474  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL1474  DYNAMIC HT  -        1089.735 (meters)    3575.24  (feet)  COMP
 FL1474  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 FL1474
 FL1474  VERT ORDER  -  SECOND    CLASS 0
 FL1474
 FL1474.The horizontal coordinates were scaled from a topographic map and have
 FL1474.an estimated accuracy of +/- 6 seconds.
 FL1474
 FL1474.The orthometric height was determined by differential leveling
 FL1474.and adjusted by the National Geodetic Survey in June 1991..
 FL1474
 FL1474.The geoid height was determined by GEOID03.
 FL1474
 FL1474.The dynamic height is computed by dividing the NAVD 88
 FL1474.geopotential number by the normal gravity value computed on the
 FL1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1474.degrees latitude (g = 980.6199 gals.).
 FL1474
 FL1474.The modeled gravity was interpolated from observed gravity values.
 FL1474
 FL1474;                    North         East    Units  Estimated Accuracy
 FL1474;SPC TX N     - 1,211,820.      163,070.      MT  (+/- 180 meters Scaled)
 FL1474
 FL1474                          SUPERSEDED SURVEY CONTROL
 FL1474
 FL1474  NGVD 29 (??/??/92) 1090.456  (m)         3577.60   (f) ADJ UNCH    2 0
 FL1474
 FL1474.Superseded values are not recommended for survey control.
 FL1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1474.See file dsdata.txt to determine how the superseded data were derived.
 FL1474
 FL1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE374777(NAD 83)
 FL1474_MARKER: DB = BENCH MARK DISK
 FL1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1474_STAMPING: S 346 1952
 FL1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1474+STABILITY: SURFACE MOTION
 FL1474
 FL1474  HISTORY     - Date     Condition        Report By
 FL1474  HISTORY     - 1952     MONUMENTED       CGS
 FL1474
 FL1474                          STATION DESCRIPTION
 FL1474
 FL1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1474'7.3 MI NE FROM DUMAS.
 FL1474'2.5 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE COURTHOUSE AT DUMAS,
 FL1474'THENCE 3.7 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 FL1474'ALONG A GRADED DIRT ROAD, 200 FEET EAST OF THE CENTER LINE OF A NORTH
 FL1474'AND SOUTH ROAD, 45 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 FL1474'EAST, 62 FEET NORTHWEST OF THE NORTH END OF A PIPE CULVERT, 12 FEET
 FL1474'NORTH OF A FENCE, 12.9 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 FL1474'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0148 ***********************************************************************
 GL0148  DESIGNATION -  S 348
 GL0148  PID         -  GL0148
 GL0148  STATE/COUNTY-  TX/DALLAM
 GL0148  USGS QUAD   -  WILCO (1965)
 GL0148
 GL0148                         *CURRENT SURVEY CONTROL
 GL0148  ___________________________________________________________________
 GL0148* NAD 83(1986)-  36 05 42.     (N)    102 15 13.     (W)     SCALED    
 GL0148* NAVD 88     -      1170.099  (meters)    3838.90   (feet)  ADJUSTED  
 GL0148  ___________________________________________________________________
 GL0148  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 GL0148  DYNAMIC HT  -        1168.760 (meters)    3834.51  (feet)  COMP
 GL0148  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 GL0148
 GL0148  VERT ORDER  -  SECOND    CLASS 0
 GL0148
 GL0148.The horizontal coordinates were scaled from a topographic map and have
 GL0148.an estimated accuracy of +/- 6 seconds.
 GL0148
 GL0148.The orthometric height was determined by differential leveling
 GL0148.and adjusted by the National Geodetic Survey in June 1991..
 GL0148
 GL0148.The geoid height was determined by GEOID03.
 GL0148
 GL0148.The dynamic height is computed by dividing the NAVD 88
 GL0148.geopotential number by the normal gravity value computed on the
 GL0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0148.degrees latitude (g = 980.6199 gals.).
 GL0148
 GL0148.The modeled gravity was interpolated from observed gravity values.
 GL0148
 GL0148;                    North         East    Units  Estimated Accuracy
 GL0148;SPC TX N     - 1,232,680.      132,140.      MT  (+/- 180 meters Scaled)
 GL0148
 GL0148                          SUPERSEDED SURVEY CONTROL
 GL0148
 GL0148  NGVD 29 (??/??/92) 1169.55   (m)         3837.1    (f) COMPUTED    2 0
 GL0148
 GL0148.Superseded values are not recommended for survey control.
 GL0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0148.See file dsdata.txt to determine how the superseded data were derived.
 GL0148
 GL0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV472979(NAD 83)
 GL0148_MARKER: DB = BENCH MARK DISK
 GL0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0148_STAMPING: S 348 1952
 GL0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0148+STABILITY: SURFACE MOTION
 GL0148
 GL0148  HISTORY     - Date     Condition        Report By
 GL0148  HISTORY     - 1952     MONUMENTED       CGS
 GL0148
 GL0148                          STATION DESCRIPTION
 GL0148
 GL0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0148'10.1 MI S FROM CONLEN.
 GL0148'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0148'HIGHWAY 54 AT CONLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GL0148'THENCE 0.6 MILE WEST ALONG A GRADED DIRT ROAD, AT A CURVE IN THE ROAD,
 GL0148'75 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 24.4 FEET EAST OF A
 GL0148'POWER POLE, 1 FOOT SOUTH OF AN EAST AND WEST FENCE, 2 FEET WEST OF A
 GL0148'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL0148'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1795 ***********************************************************************
 AX1795  DESIGNATION -  S 350
 AX1795  PID         -  AX1795
 AX1795  STATE/COUNTY-  TX/GONZALES
 AX1795  USGS QUAD   -  HAMON (1987)
 AX1795
 AX1795                         *CURRENT SURVEY CONTROL
 AX1795  ___________________________________________________________________
 AX1795* NAD 83(1986)-  29 24 33.     (N)    097 22 28.     (W)     SCALED    
 AX1795* NAVD 88     -        81.48   (+/-2cm)     267.3    (feet)  VERTCON   
 AX1795  ___________________________________________________________________
 AX1795  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AX1795
 AX1795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1795
 AX1795.The horizontal coordinates were scaled from a topographic map and have
 AX1795.an estimated accuracy of +/- 6 seconds.
 AX1795
 AX1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1795.The vertical order pertains to the NGVD 29 superseded value.
 AX1795
 AX1795.The geoid height was determined by GEOID03.
 AX1795
 AX1795;                    North         East    Units  Estimated Accuracy
 AX1795;SPC TXSC     - 4,175,740.      757,740.      MT  (+/- 180 meters Scaled)
 AX1795
 AX1795                          SUPERSEDED SURVEY CONTROL
 AX1795
 AX1795  NGVD 29 (??/??/92)   81.460  (m)          267.26   (f) ADJ UNCH    2 0
 AX1795
 AX1795.Superseded values are not recommended for survey control.
 AX1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1795.See file dsdata.txt to determine how the superseded data were derived.
 AX1795
 AX1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT577544(NAD 83)
 AX1795_MARKER: DB = BENCH MARK DISK
 AX1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1795_STAMPING: S 350 1935
 AX1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1795+STABILITY: SURFACE MOTION
 AX1795
 AX1795  HISTORY     - Date     Condition        Report By
 AX1795  HISTORY     - 1935     MONUMENTED       CGS
 AX1795  HISTORY     - 1943     GOOD             NGS
 AX1795  HISTORY     - 1988     GOOD             USPSQD
 AX1795
 AX1795                          STATION DESCRIPTION
 AX1795
 AX1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1795'8.3 MI SE FROM GONZALES.
 AX1795'TO REACH FROM THE COURT HOUSE AT GONZALES, PROCEED SOUTHEASTERLY ON
 AX1795'STATE HIGHWAY NUMBER 29 AND GO 8.3 MILES TO SITE OF BENCH MARK. BENCH
 AX1795'MARK IS ABOUT 300 FEET SOUTHEAST OF A LARGE FARM HOUSE, ABOUT 120 FEET
 AX1795'NORTHWEST OF A SMALL CULVERT, 44 FEET SOUTHWEST OF AND ABOUT THE SAME
 AX1795'ELEVATION AS THE CENTER-LINE OF THE HIGHWAY, 12 FEET SOUTHEAST OF THE
 AX1795'CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE AND 3.0 FEET NORTHWEST OF A
 AX1795'4X4 INCH WOODEN MARKER POST.  A DISK SET IN A CONCRETE POST PROJECTING
 AX1795'0.6 FOOT.
 AX1795
 AX1795                          STATION RECOVERY (1988)
 AX1795
 AX1795'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1796 ***********************************************************************
 AX1796  DESIGNATION -  S 350 RESET 1958
 AX1796  PID         -  AX1796
 AX1796  STATE/COUNTY-  TX/GONZALES
 AX1796  USGS QUAD   -  HAMON (1987)
 AX1796
 AX1796                         *CURRENT SURVEY CONTROL
 AX1796  ___________________________________________________________________
 AX1796* NAD 83(1986)-  29 24 33.     (N)    097 22 28.     (W)     SCALED    
 AX1796* NAVD 88     -        81.48   (+/-2cm)     267.3    (feet)  VERTCON   
 AX1796  ___________________________________________________________________
 AX1796  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AX1796
 AX1796  VERT ORDER  -  THIRD (See Below)
 AX1796
 AX1796.The horizontal coordinates were scaled from a topographic map and have
 AX1796.an estimated accuracy of +/- 6 seconds.
 AX1796
 AX1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1796.The vertical order pertains to the NGVD 29 superseded value.
 AX1796
 AX1796.The geoid height was determined by GEOID03.
 AX1796
 AX1796;                    North         East    Units  Estimated Accuracy
 AX1796;SPC TXSC     - 4,175,740.      757,740.      MT  (+/- 180 meters Scaled)
 AX1796
 AX1796                          SUPERSEDED SURVEY CONTROL
 AX1796
 AX1796  NGVD 29 (??/??/??)   81.46   (m)          267.3    (f) RESET       3  
 AX1796
 AX1796.Superseded values are not recommended for survey control.
 AX1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1796.See file dsdata.txt to determine how the superseded data were derived.
 AX1796
 AX1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT577544(NAD 83)
 AX1796_MARKER: DB = BENCH MARK DISK
 AX1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1796_STAMPING: S 350 RESET 1958
 AX1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1796+STABILITY: SURFACE MOTION
 AX1796
 AX1796  HISTORY     - Date     Condition        Report By
 AX1796  HISTORY     - 1958     MONUMENTED       TXHD
 AX1796  HISTORY     - 1959     GOOD             USGS
 AX1796
 AX1796                          STATION DESCRIPTION
 AX1796
 AX1796'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX1796'8.3 MI SE FROM GONZALES.
 AX1796'8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 183 FROM THE COUNTY COURTHOUSE
 AX1796'AT GONZALES, ABOUT 500 FEET SOUTHEAST OF A FARMHOUSE, 0.15 MILE
 AX1796'SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD LEADING TO HAMON CHURCH,
 AX1796'0.1 MILE SOUTHEAST OF A SMALL BRIDGE, 164 FEET NORTHWEST OF A CULVERT,
 AX1796'164 FEET SOUTHEAST OF ANOTHER CULVERT, 45 FEET SOUTHEAST OF THE
 AX1796'CENTERLINE OF THE HIGHWAY, 14 FEET SOUTHEAST OF A FIELD GATE, AND 4
 AX1796'FEET WEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0198 ***********************************************************************
 AE0198  DESIGNATION -  S 351
 AE0198  PID         -  AE0198
 AE0198  STATE/COUNTY-  TX/HIDALGO
 AE0198  USGS QUAD   -  LINN (1982)
 AE0198
 AE0198                         *CURRENT SURVEY CONTROL
 AE0198  ___________________________________________________________________
 AE0198* NAD 83(1986)-  26 37 23.     (N)    098 06 44.     (W)     SCALED    
 AE0198* NAVD 88     -        23.044  (meters)      75.60   (feet)  ADJUSTED  
 AE0198  ___________________________________________________________________
 AE0198  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AE0198  DYNAMIC HT  -          23.007 (meters)      75.48  (feet)  COMP
 AE0198  MODELED GRAV-     979,041.2   (mgal)                       NAVD 88
 AE0198
 AE0198  VERT ORDER  -  SECOND    CLASS 0
 AE0198
 AE0198.The horizontal coordinates were scaled from a topographic map and have
 AE0198.an estimated accuracy of +/- 6 seconds.
 AE0198
 AE0198.The orthometric height was determined by differential leveling
 AE0198.and adjusted by the National Geodetic Survey in June 1991..
 AE0198
 AE0198.The geoid height was determined by GEOID03.
 AE0198
 AE0198.The dynamic height is computed by dividing the NAVD 88
 AE0198.geopotential number by the normal gravity value computed on the
 AE0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0198.degrees latitude (g = 980.6199 gals.).
 AE0198
 AE0198.The modeled gravity was interpolated from observed gravity values.
 AE0198
 AE0198;                    North         East    Units  Estimated Accuracy
 AE0198;SPC TX S     - 5,106,020.      338,610.      MT  (+/- 180 meters Scaled)
 AE0198
 AE0198                          SUPERSEDED SURVEY CONTROL
 AE0198
 AE0198  NGVD 29 (??/??/92)   23.155  (m)           75.97   (f) ADJ UNCH    2 0
 AE0198
 AE0198.Superseded values are not recommended for survey control.
 AE0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0198.See file dsdata.txt to determine how the superseded data were derived.
 AE0198
 AE0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ883449(NAD 83)
 AE0198_MARKER: DB = BENCH MARK DISK
 AE0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0198_STAMPING: S-351
 AE0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0198+STABILITY: SURFACE MOTION
 AE0198
 AE0198  HISTORY     - Date     Condition        Report By
 AE0198  HISTORY     - UNK      MONUMENTED       CGS
 AE0198  HISTORY     - 1935     GOOD             NGS
 AE0198  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0198
 AE0198                          STATION DESCRIPTION
 AE0198
 AE0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0198'19.3 MI S FROM RACHAL.
 AE0198'19.3 MILES SOUTH OF AND ALONG U. S. HIGHWAY 281.  5.2 NE OF LINN 56
 AE0198'FEET EAST OF CENTER LINE OF ROAD.  25 FEET EAST OF FENCE LINE.  5 FEET
 AE0198'SOUTH OF T FENCE LEADING EAST.
 AE0198
 AE0198                          STATION RECOVERY (1962)
 AE0198
 AE0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0114 ***********************************************************************
 FL0114  DESIGNATION -  S 352
 FL0114  PID         -  FL0114
 FL0114  STATE/COUNTY-  TX/WHEELER
 FL0114  USGS QUAD   -  FULLER (1963)
 FL0114
 FL0114                         *CURRENT SURVEY CONTROL
 FL0114  ___________________________________________________________________
 FL0114* NAD 83(1986)-  35 13 41.     (N)    100 00 51.     (W)     SCALED    
 FL0114* NAVD 88     -       654.202  (meters)    2146.33   (feet)  ADJUSTED  
 FL0114  ___________________________________________________________________
 FL0114  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0114  DYNAMIC HT  -         653.534 (meters)    2144.14  (feet)  COMP
 FL0114  MODELED GRAV-     979,591.1   (mgal)                       NAVD 88
 FL0114
 FL0114  VERT ORDER  -  FIRST     CLASS II
 FL0114
 FL0114.The horizontal coordinates were scaled from a topographic map and have
 FL0114.an estimated accuracy of +/- 6 seconds.
 FL0114
 FL0114.The orthometric height was determined by differential leveling
 FL0114.and adjusted by the National Geodetic Survey in June 1991..
 FL0114
 FL0114.The geoid height was determined by GEOID03.
 FL0114
 FL0114.The dynamic height is computed by dividing the NAVD 88
 FL0114.geopotential number by the normal gravity value computed on the
 FL0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0114.degrees latitude (g = 980.6199 gals.).
 FL0114
 FL0114.The modeled gravity was interpolated from observed gravity values.
 FL0114
 FL0114;                    North         East    Units  Estimated Accuracy
 FL0114;SPC TX N     - 1,137,250.      335,250.      MT  (+/- 180 meters Scaled)
 FL0114
 FL0114                          SUPERSEDED SURVEY CONTROL
 FL0114
 FL0114  NGVD 29 (??/??/92)  653.96   (m)         2145.5    (f) COMPUTED    1 2
 FL0114
 FL0114.Superseded values are not recommended for survey control.
 FL0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0114.See file dsdata.txt to determine how the superseded data were derived.
 FL0114
 FL0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD077988(NAD 83)
 FL0114_MARKER: DB = BENCH MARK DISK
 FL0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0114_STAMPING: S 352 1953
 FL0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0114+STABILITY: SURFACE MOTION
 FL0114
 FL0114  HISTORY     - Date     Condition        Report By
 FL0114  HISTORY     - 1953     MONUMENTED       CGS
 FL0114
 FL0114                          STATION DESCRIPTION
 FL0114
 FL0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0114'0.25 MI E FROM BENONINE.
 FL0114'0.25 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0114'FROM THE STATION SIGN AT BENONINE, 3 POLES EAST OF MILEPOST 650, 81
 FL0114'FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 47 FEET SOUTH
 FL0114'OF THE SOUTH RAIL, 2.4 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A
 FL0114'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 FL0114'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0161 ***********************************************************************
 FL0161  DESIGNATION -  S 353
 FL0161  PID         -  FL0161
 FL0161  STATE/COUNTY-  TX/WHEELER
 FL0161  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0161
 FL0161                         *CURRENT SURVEY CONTROL
 FL0161  ___________________________________________________________________
 FL0161* NAD 83(1986)-  35 12 57.     (N)    100 20 10.     (W)     SCALED    
 FL0161* NAVD 88     -       729.669  (meters)    2393.92   (feet)  ADJUSTED  
 FL0161  ___________________________________________________________________
 FL0161  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL0161  DYNAMIC HT  -         728.904 (meters)    2391.41  (feet)  COMP
 FL0161  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 FL0161
 FL0161  VERT ORDER  -  FIRST     CLASS II
 FL0161
 FL0161.The horizontal coordinates were scaled from a topographic map and have
 FL0161.an estimated accuracy of +/- 6 seconds.
 FL0161
 FL0161.The orthometric height was determined by differential leveling
 FL0161.and adjusted by the National Geodetic Survey in June 1991..
 FL0161
 FL0161.The geoid height was determined by GEOID03.
 FL0161
 FL0161.The dynamic height is computed by dividing the NAVD 88
 FL0161.geopotential number by the normal gravity value computed on the
 FL0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0161.degrees latitude (g = 980.6199 gals.).
 FL0161
 FL0161.The modeled gravity was interpolated from observed gravity values.
 FL0161
 FL0161;                    North         East    Units  Estimated Accuracy
 FL0161;SPC TX N     - 1,135,500.      305,960.      MT  (+/- 180 meters Scaled)
 FL0161
 FL0161                          SUPERSEDED SURVEY CONTROL
 FL0161
 FL0161  NGVD 29 (??/??/92)  729.376  (m)         2392.96   (f) ADJ UNCH    1 2
 FL0161
 FL0161.Superseded values are not recommended for survey control.
 FL0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0161.See file dsdata.txt to determine how the superseded data were derived.
 FL0161
 FL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD783977(NAD 83)
 FL0161_MARKER: DB = BENCH MARK DISK
 FL0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0161_STAMPING: S 353 1953
 FL0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0161+STABILITY: SURFACE MOTION
 FL0161
 FL0161  HISTORY     - Date     Condition        Report By
 FL0161  HISTORY     - 1953     MONUMENTED       CGS
 FL0161
 FL0161                          STATION DESCRIPTION
 FL0161
 FL0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0161'5.25 MI W FROM SHAMROCK.
 FL0161'5.25 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0161'FROM THE STATION AT SHAMROCK, 8 1/2 POLES EAST OF MILEPOST 670, 42.6
 FL0161'FEET SOUTH OF THE SOUTH RAIL, 4.5 FEET NORTH OF A FENCE, 2.3 FEET WEST
 FL0161'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FL0161'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0302 ***********************************************************************
 FL0302  DESIGNATION -  S 354
 FL0302  PID         -  FL0302
 FL0302  STATE/COUNTY-  TX/GRAY
 FL0302  USGS QUAD   -  MC LEAN (1978)
 FL0302
 FL0302                         *CURRENT SURVEY CONTROL
 FL0302  ___________________________________________________________________
 FL0302* NAD 83(1986)-  35 13 53.     (N)    100 36 06.     (W)     SCALED    
 FL0302* NAVD 88     -       872.115  (meters)    2861.26   (feet)  ADJUSTED  
 FL0302  ___________________________________________________________________
 FL0302  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL0302  DYNAMIC HT  -         871.163 (meters)    2858.14  (feet)  COMP
 FL0302  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 FL0302
 FL0302  VERT ORDER  -  FIRST     CLASS II
 FL0302
 FL0302.The horizontal coordinates were scaled from a topographic map and have
 FL0302.an estimated accuracy of +/- 6 seconds.
 FL0302
 FL0302.The orthometric height was determined by differential leveling
 FL0302.and adjusted by the National Geodetic Survey in June 1991..
 FL0302
 FL0302.The geoid height was determined by GEOID03.
 FL0302
 FL0302.The dynamic height is computed by dividing the NAVD 88
 FL0302.geopotential number by the normal gravity value computed on the
 FL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0302.degrees latitude (g = 980.6199 gals.).
 FL0302
 FL0302.The modeled gravity was interpolated from observed gravity values.
 FL0302
 FL0302;                    North         East    Units  Estimated Accuracy
 FL0302;SPC TX N     - 1,136,980.      281,770.      MT  (+/- 180 meters Scaled)
 FL0302
 FL0302                          SUPERSEDED SURVEY CONTROL
 FL0302
 FL0302  NGVD 29 (??/??/92)  871.762  (m)         2860.11   (f) ADJ UNCH    1 2
 FL0302
 FL0302.Superseded values are not recommended for survey control.
 FL0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0302.See file dsdata.txt to determine how the superseded data were derived.
 FL0302
 FL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD542998(NAD 83)
 FL0302_MARKER: DB = BENCH MARK DISK
 FL0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0302_STAMPING: S 354 1953
 FL0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0302+STABILITY: SURFACE MOTION
 FL0302
 FL0302  HISTORY     - Date     Condition        Report By
 FL0302  HISTORY     - 1953     MONUMENTED       CGS
 FL0302
 FL0302                          STATION DESCRIPTION
 FL0302
 FL0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0302'IN MCLEAN.
 FL0302'AT MCLEAN, 119.7 FEET WEST OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0302'RAILROAD STATION, 21.4 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 FL0302'70 FEET EAST OF A MAIL CATCH, 37.3 FEET SOUTH OF THE SOUTH RAIL OF A
 FL0302'SIDE TRACK, 2.4 FEET EAST OF THE WEST END OF A ROW OF WHITE POSTS, IN
 FL0302'LINE WITH THE ROW OF POSTS, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0302'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0130 ***********************************************************************
 AO0130  DESIGNATION -  S 356
 AO0130  PID         -  AO0130
 AO0130  STATE/COUNTY-  TX/LA SALLE
 AO0130  USGS QUAD   -  PIEDRA CREEK SW (1974)
 AO0130
 AO0130                         *CURRENT SURVEY CONTROL
 AO0130  ___________________________________________________________________
 AO0130* NAD 83(1986)-  28 04 11.     (N)    098 58 11.     (W)     SCALED    
 AO0130* NAVD 88     -        98.407  (meters)     322.86   (feet)  POSTED    
 AO0130  ___________________________________________________________________
 AO0130  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AO0130  DYNAMIC HT  -          98.260 (meters)     322.37  (feet)  COMP
 AO0130  MODELED GRAV-     979,122.4   (mgal)                       NAVD 88
 AO0130
 AO0130  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0130
 AO0130.The horizontal coordinates were scaled from a topographic map and have
 AO0130.an estimated accuracy of +/- 6 seconds.
 AO0130
 AO0130.The orthometric height was determined by differential leveling
 AO0130.and adjusted by the National Geodetic Survey in 1992..
 AO0130.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0130.rate of 1.1 thru 2.0 mm/km.
 AO0130
 AO0130.The geoid height was determined by GEOID03.
 AO0130
 AO0130.The dynamic height is computed by dividing the NAVD 88
 AO0130.geopotential number by the normal gravity value computed on the
 AO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0130.degrees latitude (g = 980.6199 gals.).
 AO0130
 AO0130.The modeled gravity was interpolated from observed gravity values.
 AO0130
 AO0130;                    North         East    Units  Estimated Accuracy
 AO0130;SPC TXSC     - 4,026,200.      602,980.      MT  (+/- 180 meters Scaled)
 AO0130
 AO0130                          SUPERSEDED SURVEY CONTROL
 AO0130
 AO0130  NGVD 29 (??/??/92)   98.370  (m)          322.74   (f) ADJ UNCH    2 0
 AO0130
 AO0130.Superseded values are not recommended for survey control.
 AO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0130.See file dsdata.txt to determine how the superseded data were derived.
 AO0130
 AO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS029049(NAD 83)
 AO0130_MARKER: DB = BENCH MARK DISK
 AO0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0130_STAMPING: S-356 1935
 AO0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0130+STABILITY: SURFACE MOTION
 AO0130
 AO0130  HISTORY     - Date     Condition        Report By
 AO0130  HISTORY     - 1935     MONUMENTED       CGS
 AO0130  HISTORY     - 1973     MARK NOT FOUND   USGS
 AO0130
 AO0130                          STATION DESCRIPTION
 AO0130
 AO0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0130'32.3 MI NW FROM FREER.
 AO0130'32.3 MILES NORTHWEST OF AND ALONG RIVER ROAD.  AT A CROSS FENCE. ABOUT
 AO0130'214 FT. W. OF A SMALL CABIN.  43 FT. E. OF S. E. CORNER OF A CATTLE
 AO0130'PEN AND DIPPING VAT.  34 FT. E. OF CENTERLINE OF ROAD.  1 FT. S. OF
 AO0130'CROSS FENCE.  SET IN TOP OF A CONCRETE POST.
 AO0130
 AO0130                          STATION RECOVERY (1973)
 AO0130
 AO0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AO0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0095 ***********************************************************************
 AJ0095  DESIGNATION -  S 357
 AJ0095  PID         -  AJ0095
 AJ0095  STATE/COUNTY-  TX/DUVAL
 AJ0095  USGS QUAD   -  ROSITA (1968)
 AJ0095
 AJ0095                         *CURRENT SURVEY CONTROL
 AJ0095  ___________________________________________________________________
 AJ0095* NAD 83(1986)-  27 46 30.     (N)    098 22 40.     (W)     SCALED    
 AJ0095* NAVD 88     -       134.591  (meters)     441.57   (feet)  POSTED    
 AJ0095  ___________________________________________________________________
 AJ0095  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AJ0095  DYNAMIC HT  -         134.380 (meters)     440.88  (feet)  COMP
 AJ0095  MODELED GRAV-     979,088.8   (mgal)                       NAVD 88
 AJ0095
 AJ0095  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0095
 AJ0095.The horizontal coordinates were scaled from a topographic map and have
 AJ0095.an estimated accuracy of +/- 6 seconds.
 AJ0095
 AJ0095.The orthometric height was determined by differential leveling
 AJ0095.and adjusted by the National Geodetic Survey in 1992..
 AJ0095.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0095.rate of 1.1 thru 2.0 mm/km.
 AJ0095
 AJ0095.The geoid height was determined by GEOID03.
 AJ0095
 AJ0095.The dynamic height is computed by dividing the NAVD 88
 AJ0095.geopotential number by the normal gravity value computed on the
 AJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0095.degrees latitude (g = 980.6199 gals.).
 AJ0095
 AJ0095.The modeled gravity was interpolated from observed gravity values.
 AJ0095
 AJ0095;                    North         East    Units  Estimated Accuracy
 AJ0095;SPC TX S     - 5,233,600.      312,050.      MT  (+/- 180 meters Scaled)
 AJ0095
 AJ0095                          SUPERSEDED SURVEY CONTROL
 AJ0095
 AJ0095  NGVD 29 (??/??/92)  134.649  (m)          441.76   (f) ADJ UNCH    2 0
 AJ0095
 AJ0095.Superseded values are not recommended for survey control.
 AJ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0095.See file dsdata.txt to determine how the superseded data were derived.
 AJ0095
 AJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR613724(NAD 83)
 AJ0095_MARKER: DB = BENCH MARK DISK
 AJ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0095_STAMPING: S-357 1935
 AJ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0095+STABILITY: SURFACE MOTION
 AJ0095
 AJ0095  HISTORY     - Date     Condition        Report By
 AJ0095  HISTORY     - 1935     MONUMENTED       CGS
 AJ0095  HISTORY     - 1969     MARK NOT FOUND   USGS
 AJ0095
 AJ0095                          STATION DESCRIPTION
 AJ0095
 AJ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0095'9.0 MI W FROM SAN DIEGO.
 AJ0095'9.0 MILES W. OF AND ALONG STATE HIGHWAY 55.  53 FT. N. OF CENTERLINE
 AJ0095'OF ROAD.  39 UDS. N. E. OF A ROAD GOING S. W.  MARK IS ON W. SIDE OF A
 AJ0095'DRAW.  SET IN TOP OF A CONCRETE POST.
 AJ0095
 AJ0095                          STATION RECOVERY (1969)
 AJ0095
 AJ0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0625 ***********************************************************************
 GK0625  DESIGNATION -  S 358
 GK0625  PID         -  GK0625
 GK0625  STATE/COUNTY-  TX/SHERMAN
 GK0625  USGS QUAD   -  SUNRAY (1972)
 GK0625
 GK0625                         *CURRENT SURVEY CONTROL
 GK0625  ___________________________________________________________________
 GK0625* NAD 83(1986)-  36 05 47.     (N)    101 49 42.     (W)     SCALED    
 GK0625* NAVD 88     -      1076.228  (meters)    3530.92   (feet)  ADJUSTED  
 GK0625  ___________________________________________________________________
 GK0625  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 GK0625  DYNAMIC HT  -        1075.019 (meters)    3526.96  (feet)  COMP
 GK0625  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 GK0625
 GK0625  VERT ORDER  -  SECOND    CLASS 0
 GK0625
 GK0625.The horizontal coordinates were scaled from a topographic map and have
 GK0625.an estimated accuracy of +/- 6 seconds.
 GK0625
 GK0625.The orthometric height was determined by differential leveling
 GK0625.and adjusted by the National Geodetic Survey in June 1991..
 GK0625
 GK0625.The geoid height was determined by GEOID03.
 GK0625
 GK0625.The dynamic height is computed by dividing the NAVD 88
 GK0625.geopotential number by the normal gravity value computed on the
 GK0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0625.degrees latitude (g = 980.6199 gals.).
 GK0625
 GK0625.The modeled gravity was interpolated from observed gravity values.
 GK0625
 GK0625;                    North         East    Units  Estimated Accuracy
 GK0625;SPC TX N     - 1,232,620.      170,430.      MT  (+/- 180 meters Scaled)
 GK0625
 GK0625                          SUPERSEDED SURVEY CONTROL
 GK0625
 GK0625  NGVD 29 (??/??/92) 1075.733  (m)         3529.30   (f) ADJ UNCH    2 0
 GK0625
 GK0625.Superseded values are not recommended for survey control.
 GK0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0625.See file dsdata.txt to determine how the superseded data were derived.
 GK0625
 GK0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE453983(NAD 83)
 GK0625_MARKER: DB = BENCH MARK DISK
 GK0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0625_STAMPING: S 358 1943
 GK0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0625+STABILITY: SURFACE MOTION
 GK0625
 GK0625  HISTORY     - Date     Condition        Report By
 GK0625  HISTORY     - 1943     MONUMENTED       CGS
 GK0625  HISTORY     - 1952     GOOD             NGS
 GK0625
 GK0625                          STATION DESCRIPTION
 GK0625
 GK0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0625'5.3 MI N FROM SUNRAY.
 GK0625'5.3 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0625'PACIFIC RAILROAD STATION AT SUNRAY, 43 FEET EAST OF THE CENTER LINE OF
 GK0625'THE FARM ROAD, 27 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 GK0625'ROAD, 2.5 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF A
 GK0625'TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 GK0625'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0835 ***********************************************************************
 AY0835  DESIGNATION -  S 36
 AY0835  PID         -  AY0835
 AY0835  STATE/COUNTY-  TX/ATASCOSA
 AY0835  USGS QUAD   -  LYTLE (1982)
 AY0835
 AY0835                         *CURRENT SURVEY CONTROL
 AY0835  ___________________________________________________________________
 AY0835* NAD 83(1986)-  29 13 33.     (N)    098 48 35.     (W)     SCALED    
 AY0835* NAVD 88     -       221.283  (meters)     725.99   (feet)  POSTED    
 AY0835  ___________________________________________________________________
 AY0835  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AY0835  DYNAMIC HT  -         220.970 (meters)     724.97  (feet)  COMP
 AY0835  MODELED GRAV-     979,203.9   (mgal)                       NAVD 88
 AY0835
 AY0835  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0835
 AY0835.The horizontal coordinates were scaled from a topographic map and have
 AY0835.an estimated accuracy of +/- 6 seconds.
 AY0835
 AY0835.The orthometric height was determined by differential leveling
 AY0835.and adjusted by the National Geodetic Survey in 1992..
 AY0835.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0835.rate of 0.0 thru 1.0 mm/km.
 AY0835
 AY0835.The geoid height was determined by GEOID03.
 AY0835
 AY0835.The dynamic height is computed by dividing the NAVD 88
 AY0835.geopotential number by the normal gravity value computed on the
 AY0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0835.degrees latitude (g = 980.6199 gals.).
 AY0835
 AY0835.The modeled gravity was interpolated from observed gravity values.
 AY0835
 AY0835;                    North         East    Units  Estimated Accuracy
 AY0835;SPC TXSC     - 4,154,340.      618,500.      MT  (+/- 180 meters Scaled)
 AY0835
 AY0835                          SUPERSEDED SURVEY CONTROL
 AY0835
 AY0835.No superseded survey control is available for this station.
 AY0835
 AY0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT184330(NAD 83)
 AY0835_MARKER: Z = SEE DESCRIPTION
 AY0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0835_SP_SET: STONE
 AY0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0835+STABILITY: SURFACE MOTION
 AY0835
 AY0835  HISTORY     - Date     Condition        Report By
 AY0835  HISTORY     - UNK      MONUMENTED       CGS
 AY0835  HISTORY     - 1956     MARK NOT FOUND   NGS
 AY0835  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0835
 AY0835                          STATION DESCRIPTION
 AY0835
 AY0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0835'1.0 MI S FROM LYTLE.
 AY0835'1.0 MILE SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AY0835'LYTLE, ATASCOSA COUNTY, MIDWAY BETWEEN THE FOURTH AND FIFTH POLES
 AY0835'NORTH OF MILEPOST 283, NEAR A ROAD LEADING TO THE NORTH, AND 50 FEET
 AY0835'EAST OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE, FLANKED BY THE
 AY0835'LETTERS USBM IN THE TOP OF A STONE POST.
 AY0835
 AY0835                          STATION RECOVERY (2002)
 AY0835
 AY0835'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0494 ***********************************************************************
 EN0494  DESIGNATION -  S 362
 EN0494  PID         -  EN0494
 EN0494  STATE/COUNTY-  TX/ARMSTRONG
 EN0494  USGS QUAD   -  WAYSIDE (1984)
 EN0494
 EN0494                         *CURRENT SURVEY CONTROL
 EN0494  ___________________________________________________________________
 EN0494* NAD 83(1986)-  34 51 40.     (N)    101 30 21.     (W)     SCALED    
 EN0494* NAVD 88     -       784.053  (meters)    2572.35   (feet)  ADJUSTED  
 EN0494  ___________________________________________________________________
 EN0494  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EN0494  DYNAMIC HT  -         783.110 (meters)    2569.25  (feet)  COMP
 EN0494  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 EN0494
 EN0494  VERT ORDER  -  SECOND    CLASS 0
 EN0494
 EN0494.The horizontal coordinates were scaled from a topographic map and have
 EN0494.an estimated accuracy of +/- 6 seconds.
 EN0494
 EN0494.The orthometric height was determined by differential leveling
 EN0494.and adjusted by the National Geodetic Survey in June 1991..
 EN0494
 EN0494.The geoid height was determined by GEOID03.
 EN0494
 EN0494.The dynamic height is computed by dividing the NAVD 88
 EN0494.geopotential number by the normal gravity value computed on the
 EN0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0494.degrees latitude (g = 980.6199 gals.).
 EN0494
 EN0494.The modeled gravity was interpolated from observed gravity values.
 EN0494
 EN0494;                    North         East    Units  Estimated Accuracy
 EN0494;SPC TX N     - 1,095,530.      199,470.      MT  (+/- 180 meters Scaled)
 EN0494
 EN0494                          SUPERSEDED SURVEY CONTROL
 EN0494
 EN0494  NGVD 29 (??/??/92)  783.605  (m)         2570.88   (f) ADJ UNCH    2 0
 EN0494
 EN0494.Superseded values are not recommended for survey control.
 EN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0494.See file dsdata.txt to determine how the superseded data were derived.
 EN0494
 EN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD709605(NAD 83)
 EN0494_MARKER: DB = BENCH MARK DISK
 EN0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0494_SP_SET: TREE
 EN0494_STAMPING: S 362 1943
 EN0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0494
 EN0494  HISTORY     - Date     Condition        Report By
 EN0494  HISTORY     - 1943     MONUMENTED       CGS
 EN0494  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0494
 EN0494                          STATION DESCRIPTION
 EN0494
 EN0494'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0494'31.9 MI SE FROM CANYON.
 EN0494'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0494'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 11.9 MILES EAST
 EN0494'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  2.9 MILES
 EN0494'EAST OF OLD HOME RANCH CAMP, 0.5 MILE EAST OF A 40-FOOT RED BLUFF ON
 EN0494'THE SOUTH SIDE OF THE RIVER, 50 FEET SOUTHWEST OF THE SOUTHWEST BANK
 EN0494'OF THE RIVER, AT THE NORTHWEST EDGE OF A YOUNG GROVE OF COTTONWOOD
 EN0494'TREES, IN THE NORTH SIDE OF A 16-INCH DOUBLE-TRUNKED COTTONWOOD TREE,
 EN0494'ABOUT 6 INCHES BELOW THE FORKS OF THE TRUNK, AND 1.3 FEET ABOVE THE
 EN0494'GROUND.  A STANDARD DISK, STAMPED S 362 1943 AND SET VERTICALLY.
 EN0494'NOTE-- APPARENTLY THE STREAM HAS CUT BACK THE BANK, WASHING OUT THE
 EN0494'TREE CONTAINING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0382 ***********************************************************************
 FL0382  DESIGNATION -  S 363
 FL0382  PID         -  FL0382
 FL0382  STATE/COUNTY-  TX/GRAY
 FL0382  USGS QUAD   -  BACK (1962)
 FL0382
 FL0382                         *CURRENT SURVEY CONTROL
 FL0382  ___________________________________________________________________
 FL0382* NAD 83(1986)-  35 15 19.     (N)    100 35 30.     (W)     SCALED    
 FL0382* NAVD 88     -       866.012  (meters)    2841.24   (feet)  ADJUSTED  
 FL0382  ___________________________________________________________________
 FL0382  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL0382  DYNAMIC HT  -         865.075 (meters)    2838.17  (feet)  COMP
 FL0382  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 FL0382
 FL0382  VERT ORDER  -  SECOND    CLASS 0
 FL0382
 FL0382.The horizontal coordinates were scaled from a topographic map and have
 FL0382.an estimated accuracy of +/- 6 seconds.
 FL0382
 FL0382.The orthometric height was determined by differential leveling
 FL0382.and adjusted by the National Geodetic Survey in June 1991..
 FL0382
 FL0382.The geoid height was determined by GEOID03.
 FL0382
 FL0382.The dynamic height is computed by dividing the NAVD 88
 FL0382.geopotential number by the normal gravity value computed on the
 FL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0382.degrees latitude (g = 980.6199 gals.).
 FL0382
 FL0382.The modeled gravity was interpolated from observed gravity values.
 FL0382
 FL0382;                    North         East    Units  Estimated Accuracy
 FL0382;SPC TX N     - 1,139,640.      282,650.      MT  (+/- 180 meters Scaled)
 FL0382
 FL0382                          SUPERSEDED SURVEY CONTROL
 FL0382
 FL0382  NGVD 29 (??/??/92)  865.675  (m)         2840.14   (f) ADJ UNCH    2 0
 FL0382
 FL0382.Superseded values are not recommended for survey control.
 FL0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0382.See file dsdata.txt to determine how the superseded data were derived.
 FL0382
 FL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE552025(NAD 83)
 FL0382_MARKER: DB = BENCH MARK DISK
 FL0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0382_STAMPING: S 363 1943
 FL0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0382+STABILITY: SURFACE MOTION
 FL0382
 FL0382  HISTORY     - Date     Condition        Report By
 FL0382  HISTORY     - 1943     MONUMENTED       CGS
 FL0382  HISTORY     - 1955     GOOD             NGS
 FL0382
 FL0382                          STATION DESCRIPTION
 FL0382
 FL0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0382'1.8 MI N FROM MCLEAN.
 FL0382'0.55 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MCLEAN,
 FL0382'THENCE 0.15 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.1 MILES NORTH
 FL0382'ALONG A GRADED DIRT ROAD, 48 FEET NORTH OF THE CENTER LINE OF A GRADED
 FL0382'DIRT ROAD LEADING EAST, 26 FEET EAST OF THE CENTER LINE OF A NORTH AND
 FL0382'SOUTH GRADED DIRT ROAD, 2 FEET WEST OF A FENCE, 2 FEET SOUTHWEST OF A
 FL0382'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 FL0382'FOOT ABOVE THE GROUND.  THIS MARK WAS NOT LEVELED OVER IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0241 ***********************************************************************
 CV0241  DESIGNATION -  S 364
 CV0241  PID         -  CV0241
 CV0241  STATE/COUNTY-  TX/YOAKUM
 CV0241  USGS QUAD   -  DENVER CITY (1971)
 CV0241
 CV0241                         *CURRENT SURVEY CONTROL
 CV0241  ___________________________________________________________________
 CV0241* NAD 83(1986)-  32 57 52.     (N)    102 50 51.     (W)     SCALED    
 CV0241* NAVD 88     -      1088.410  (meters)    3570.89   (feet)  ADJUSTED  
 CV0241  ___________________________________________________________________
 CV0241  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 CV0241  DYNAMIC HT  -        1086.962 (meters)    3566.14  (feet)  COMP
 CV0241  MODELED GRAV-     979,268.8   (mgal)                       NAVD 88
 CV0241
 CV0241  VERT ORDER  -  SECOND    CLASS 0
 CV0241
 CV0241.The horizontal coordinates were scaled from a topographic map and have
 CV0241.an estimated accuracy of +/- 6 seconds.
 CV0241
 CV0241.The orthometric height was determined by differential leveling
 CV0241.and adjusted by the National Geodetic Survey in June 1991..
 CV0241
 CV0241.The geoid height was determined by GEOID03.
 CV0241
 CV0241.The dynamic height is computed by dividing the NAVD 88
 CV0241.geopotential number by the normal gravity value computed on the
 CV0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0241.degrees latitude (g = 980.6199 gals.).
 CV0241
 CV0241.The modeled gravity was interpolated from observed gravity values.
 CV0241
 CV0241;                    North         East    Units  Estimated Accuracy
 CV0241;SPC TXNC     - 2,152,320.      193,720.      MT  (+/- 180 meters Scaled)
 CV0241
 CV0241                          SUPERSEDED SURVEY CONTROL
 CV0241
 CV0241  NGVD 29 (??/??/92) 1088.04   (m)         3569.7    (f) COMPUTED    2 0
 CV0241
 CV0241.Superseded values are not recommended for survey control.
 CV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0241.See file dsdata.txt to determine how the superseded data were derived.
 CV0241
 CV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS011494(NAD 83)
 CV0241_MARKER: DB = BENCH MARK DISK
 CV0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0241_STAMPING: S 364 1943
 CV0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0241+STABILITY: SURFACE MOTION
 CV0241
 CV0241  HISTORY     - Date     Condition        Report By
 CV0241  HISTORY     - 1943     MONUMENTED       CGS
 CV0241  HISTORY     - 1973     GOOD             NGS
 CV0241
 CV0241                          STATION DESCRIPTION
 CV0241
 CV0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0241'1.1 MI W FROM DENVER CITY.
 CV0241'THIS MARK IS ABOUT 1.1 MILE WEST ALONG THE ROAD TO ALLRED FROM THE
 CV0241'POST OFFICE AT DENVER CITY, YOAKUM COUNTY, SET AT THE T JUNCTION OF A
 CV0241'ROAD RUNNING NORTH, 12.5 FEET NORTHWEST OF A POWER POLE, 82.0 FEET
 CV0241'WEST OF THE CENTER LINE OF THE ROAD RUNNING NORTH, 41.0 FEET NORTH OF
 CV0241'THE CENTER LINE OF THE MAIN ROAD, PROJECTING ABOUT 2-INCHES ABOVE THE
 CV0241'GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
 CV0241
 CV0241                          STATION RECOVERY (1973)
 CV0241
 CV0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CV0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0145 ***********************************************************************
 DQ0145  DESIGNATION -  S 366
 DQ0145  PID         -  DQ0145
 DQ0145  STATE/COUNTY-  TX/COCHRAN
 DQ0145  USGS QUAD   -  WEST OF SUNDOWN (1965)
 DQ0145
 DQ0145                         *CURRENT SURVEY CONTROL
 DQ0145  ___________________________________________________________________
 DQ0145* NAD 83(1986)-  33 29 40.     (N)    102 36 41.     (W)     SCALED    
 DQ0145* NAVD 88     -      1112.947  (meters)    3651.39   (feet)  ADJUSTED  
 DQ0145  ___________________________________________________________________
 DQ0145  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DQ0145  DYNAMIC HT  -        1111.486 (meters)    3646.60  (feet)  COMP
 DQ0145  MODELED GRAV-     979,286.1   (mgal)                       NAVD 88
 DQ0145
 DQ0145  VERT ORDER  -  SECOND    CLASS 0
 DQ0145
 DQ0145.The horizontal coordinates were scaled from a topographic map and have
 DQ0145.an estimated accuracy of +/- 6 seconds.
 DQ0145
 DQ0145.The orthometric height was determined by differential leveling
 DQ0145.and adjusted by the National Geodetic Survey in June 1991..
 DQ0145
 DQ0145.The geoid height was determined by GEOID03.
 DQ0145
 DQ0145.The dynamic height is computed by dividing the NAVD 88
 DQ0145.geopotential number by the normal gravity value computed on the
 DQ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0145.degrees latitude (g = 980.6199 gals.).
 DQ0145
 DQ0145.The modeled gravity was interpolated from observed gravity values.
 DQ0145
 DQ0145;                    North         East    Units  Estimated Accuracy
 DQ0145;SPC TXNC     - 2,210,160.      218,070.      MT  (+/- 180 meters Scaled)
 DQ0145
 DQ0145                          SUPERSEDED SURVEY CONTROL
 DQ0145
 DQ0145  NGVD 29 (??/??/92) 1112.548  (m)         3650.08   (f) ADJ UNCH    2 0
 DQ0145
 DQ0145.Superseded values are not recommended for survey control.
 DQ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0145.See file dsdata.txt to determine how the superseded data were derived.
 DQ0145
 DQ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT219086(NAD 83)
 DQ0145_MARKER: DB = BENCH MARK DISK
 DQ0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0145_STAMPING: S 366 1943
 DQ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0145+STABILITY: SURFACE MOTION
 DQ0145
 DQ0145  HISTORY     - Date     Condition        Report By
 DQ0145  HISTORY     - 1943     MONUMENTED       CGS
 DQ0145  HISTORY     - 1965     MARK NOT FOUND   USGS
 DQ0145
 DQ0145                          STATION DESCRIPTION
 DQ0145
 DQ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0145'7.2 MI S FROM WHITEFACE.
 DQ0145'THIS MARK IS ABOUT 7.2 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0145'RAILWAY STATION AT WHITEFACE, COCHRAN COUNTY, SET AT THE T JUNCTION OF
 DQ0145'A ROAD RUNNING WEST, 2.0 FEET EAST OF A FENCE RUNNING PARALLEL WITH
 DQ0145'THE ROAD, 120.0 FEET NORTH OF THE CENTER LINE OF THE ROAD RUNNING
 DQ0145'WEST, 50.0 FEET WEST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 DQ0145'3-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
 DQ0145
 DQ0145                          STATION RECOVERY (1965)
 DQ0145
 DQ0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DQ0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0079 ***********************************************************************
 GL0079  DESIGNATION -  S 369
 GL0079  PID         -  GL0079
 GL0079  STATE/COUNTY-  TX/MOORE
 GL0079  USGS QUAD   -  CACTUS WEST (1965)
 GL0079
 GL0079                         *CURRENT SURVEY CONTROL
 GL0079  ___________________________________________________________________
 GL0079* NAD 83(1986)-  36 01 31.     (N)    102 05 37.     (W)     SCALED    
 GL0079* NAVD 88     -      1132.143  (meters)    3714.37   (feet)  ADJUSTED  
 GL0079  ___________________________________________________________________
 GL0079  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 GL0079  DYNAMIC HT  -        1130.846 (meters)    3710.12  (feet)  COMP
 GL0079  MODELED GRAV-     979,447.9   (mgal)                       NAVD 88
 GL0079
 GL0079  VERT ORDER  -  SECOND    CLASS 0
 GL0079
 GL0079.The horizontal coordinates were scaled from a topographic map and have
 GL0079.an estimated accuracy of +/- 6 seconds.
 GL0079
 GL0079.The orthometric height was determined by differential leveling
 GL0079.and adjusted by the National Geodetic Survey in June 1991..
 GL0079
 GL0079.The geoid height was determined by GEOID03.
 GL0079
 GL0079.The dynamic height is computed by dividing the NAVD 88
 GL0079.geopotential number by the normal gravity value computed on the
 GL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0079.degrees latitude (g = 980.6199 gals.).
 GL0079
 GL0079.The modeled gravity was interpolated from observed gravity values.
 GL0079
 GL0079;                    North         East    Units  Estimated Accuracy
 GL0079;SPC TX N     - 1,224,840.      146,500.      MT  (+/- 180 meters Scaled)
 GL0079
 GL0079                          SUPERSEDED SURVEY CONTROL
 GL0079
 GL0079.No superseded survey control is available for this station.
 GL0079
 GL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV618906(NAD 83)
 GL0079_MARKER: DB = BENCH MARK DISK
 GL0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0079_STAMPING: S 369 1943
 GL0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0079+STABILITY: SURFACE MOTION
 GL0079
 GL0079  HISTORY     - Date     Condition        Report By
 GL0079  HISTORY     - 1943     MONUMENTED       CGS
 GL0079  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0079
 GL0079                          STATION DESCRIPTION
 GL0079
 GL0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0079'5.4 MI W FROM ETTER.
 GL0079'5.4 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0079'ETTER.  SET BY MILE POST NUMBER 35.  70 FEET NORTH OF THE MILE POST,
 GL0079'28 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 19.6 FEET SOUTH OF THE
 GL0079'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF THE REFERENCE POST.
 GL0079
 GL0079                          STATION RECOVERY (1965)
 GL0079
 GL0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0206 ***********************************************************************
 AO0206  DESIGNATION -  S 37
 AO0206  PID         -  AO0206
 AO0206  STATE/COUNTY-  TX/FRIO
 AO0206  USGS QUAD   -  DILLEY (1974)
 AO0206
 AO0206                         *CURRENT SURVEY CONTROL
 AO0206  ___________________________________________________________________
 AO0206* NAD 83(1986)-  28 40 53.     (N)    099 09 56.     (W)     SCALED    
 AO0206* NAVD 88     -       162.996  (meters)     534.76   (feet)  POSTED    
 AO0206  ___________________________________________________________________
 AO0206  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AO0206  DYNAMIC HT  -         162.750 (meters)     533.96  (feet)  COMP
 AO0206  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AO0206
 AO0206  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AO0206
 AO0206.The horizontal coordinates were scaled from a topographic map and have
 AO0206.an estimated accuracy of +/- 6 seconds.
 AO0206
 AO0206.The orthometric height was determined by differential leveling
 AO0206.and adjusted by the National Geodetic Survey in 1992..
 AO0206.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AO0206.rate of 0.0 thru 1.0 mm/km.
 AO0206
 AO0206.The geoid height was determined by GEOID03.
 AO0206
 AO0206.The dynamic height is computed by dividing the NAVD 88
 AO0206.geopotential number by the normal gravity value computed on the
 AO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0206.degrees latitude (g = 980.6199 gals.).
 AO0206
 AO0206.The modeled gravity was interpolated from observed gravity values.
 AO0206
 AO0206;                    North         East    Units  Estimated Accuracy
 AO0206;SPC TXSC     - 4,094,000.      583,820.      MT  (+/- 180 meters Scaled)
 AO0206
 AO0206                          SUPERSEDED SURVEY CONTROL
 AO0206
 AO0206.No superseded survey control is available for this station.
 AO0206
 AO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS838726(NAD 83)
 AO0206_MARKER: Z = SEE DESCRIPTION
 AO0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0206_SP_SET: STONE POST
 AO0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0206+STABILITY: SURFACE MOTION
 AO0206
 AO0206  HISTORY     - Date     Condition        Report By
 AO0206  HISTORY     - UNK      MONUMENTED       CGS
 AO0206  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0206  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 AO0206  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 AO0206
 AO0206                          STATION DESCRIPTION
 AO0206
 AO0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0206'0.8 MI N FROM DILLEY.
 AO0206'0.8 MILE NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0206'DILLEY, FRIO COUNTY, AT MILEPOST 328, AND 40 FEET EAST OF THE TRACK.
 AO0206'THE BOTTOM OF A SQUARE HOLE, FLANKED BY THE LETTERS USBM IN THE TOP OF
 AO0206'A STONE POST.
 AO0206
 AO0206                          STATION RECOVERY (1996)
 AO0206
 AO0206'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0206'MARK NOT FOUND.
 AO0206
 AO0206                          STATION RECOVERY (2003)
 AO0206
 AO0206'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0088 ***********************************************************************
 FM0088  DESIGNATION -  S 370
 FM0088  PID         -  FM0088
 FM0088  STATE/COUNTY-  TX/HARTLEY
 FM0088  USGS QUAD   -  HARTLEY (1973)
 FM0088
 FM0088                         *CURRENT SURVEY CONTROL
 FM0088  ___________________________________________________________________
 FM0088* NAD 83(1986)-  35 54 09.     (N)    102 24 17.     (W)     SCALED    
 FM0088* NAVD 88     -      1196.658  (meters)    3926.04   (feet)  ADJUSTED  
 FM0088  ___________________________________________________________________
 FM0088  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 FM0088  DYNAMIC HT  -        1195.253 (meters)    3921.43  (feet)  COMP
 FM0088  MODELED GRAV-     979,418.2   (mgal)                       NAVD 88
 FM0088
 FM0088  VERT ORDER  -  FIRST     CLASS II
 FM0088
 FM0088.The horizontal coordinates were scaled from a topographic map and have
 FM0088.an estimated accuracy of +/- 6 seconds.
 FM0088
 FM0088.The orthometric height was determined by differential leveling
 FM0088.and adjusted by the National Geodetic Survey in June 1991..
 FM0088
 FM0088.The geoid height was determined by GEOID03.
 FM0088
 FM0088.The dynamic height is computed by dividing the NAVD 88
 FM0088.geopotential number by the normal gravity value computed on the
 FM0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0088.degrees latitude (g = 980.6199 gals.).
 FM0088
 FM0088.The modeled gravity was interpolated from observed gravity values.
 FM0088
 FM0088;                    North         East    Units  Estimated Accuracy
 FM0088;SPC TX N     - 1,211,430.      118,330.      MT  (+/- 180 meters Scaled)
 FM0088
 FM0088                          SUPERSEDED SURVEY CONTROL
 FM0088
 FM0088  NGVD 29 (??/??/92) 1196.085  (m)         3924.16   (f) ADJ UNCH    1 2
 FM0088
 FM0088.Superseded values are not recommended for survey control.
 FM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0088.See file dsdata.txt to determine how the superseded data were derived.
 FM0088
 FM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV342762(NAD 83)
 FM0088_MARKER: DB = BENCH MARK DISK
 FM0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0088_STAMPING: S 370 1943
 FM0088_MARK LOGO: CGS   
 FM0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0088+STABILITY: SURFACE MOTION
 FM0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0088+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0088
 FM0088  HISTORY     - Date     Condition        Report By
 FM0088  HISTORY     - 1943     MONUMENTED       CGS
 FM0088  HISTORY     - 1952     GOOD             NGS
 FM0088  HISTORY     - 1985     GOOD             NGS
 FM0088  HISTORY     - 20040805 GOOD             USPSQD
 FM0088
 FM0088                          STATION DESCRIPTION
 FM0088
 FM0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0088'1.2 MI NW FROM HARTLEY.
 FM0088'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 FM0088'HARTLEY, 52 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 FM0088'WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 8.4 FEET SOUTHEAST OF
 FM0088'A POWER POLE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 FM0088'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FM0088
 FM0088                          STATION RECOVERY (1985)
 FM0088
 FM0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0088'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS. 21.0 M (13.05
 FM0088'MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION WITH U.S.
 FM0088'HIGHWAY 54 IN DALHART.  ADD=0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 FM0088'POST.
 FM0088
 FM0088                          STATION RECOVERY (2004)
 FM0088
 FM0088'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1511 ***********************************************************************
 FL1511  DESIGNATION -  S 371
 FL1511  PID         -  FL1511
 FL1511  STATE/COUNTY-  TX/MOORE
 FL1511  USGS QUAD   -  DUMAS NORTH (1965)
 FL1511
 FL1511                         *CURRENT SURVEY CONTROL
 FL1511  ___________________________________________________________________
 FL1511* NAD 83(1986)-  35 57 26.     (N)    101 59 22.     (W)     SCALED    
 FL1511* NAVD 88     -      1106.888  (meters)    3631.51   (feet)  ADJUSTED  
 FL1511  ___________________________________________________________________
 FL1511  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL1511  DYNAMIC HT  -        1105.615 (meters)    3627.34  (feet)  COMP
 FL1511  MODELED GRAV-     979,445.4   (mgal)                       NAVD 88
 FL1511
 FL1511  VERT ORDER  -  SECOND    CLASS 0
 FL1511
 FL1511.The horizontal coordinates were scaled from a topographic map and have
 FL1511.an estimated accuracy of +/- 6 seconds.
 FL1511
 FL1511.The orthometric height was determined by differential leveling
 FL1511.and adjusted by the National Geodetic Survey in June 1991..
 FL1511
 FL1511.The geoid height was determined by GEOID03.
 FL1511
 FL1511.The dynamic height is computed by dividing the NAVD 88
 FL1511.geopotential number by the normal gravity value computed on the
 FL1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1511.degrees latitude (g = 980.6199 gals.).
 FL1511
 FL1511.The modeled gravity was interpolated from observed gravity values.
 FL1511
 FL1511;                    North         East    Units  Estimated Accuracy
 FL1511;SPC TX N     - 1,217,240.      155,850.      MT  (+/- 180 meters Scaled)
 FL1511
 FL1511                          SUPERSEDED SURVEY CONTROL
 FL1511
 FL1511  NGVD 29 (??/??/92) 1106.350  (m)         3629.75   (f) ADJ UNCH    2 0
 FL1511
 FL1511.Superseded values are not recommended for survey control.
 FL1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1511.See file dsdata.txt to determine how the superseded data were derived.
 FL1511
 FL1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE303833(NAD 83)
 FL1511_MARKER: DB = BENCH MARK DISK
 FL1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1511_STAMPING: S 371 1943
 FL1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1511+STABILITY: SURFACE MOTION
 FL1511
 FL1511  HISTORY     - Date     Condition        Report By
 FL1511  HISTORY     - 1943     MONUMENTED       CGS
 FL1511
 FL1511                          STATION DESCRIPTION
 FL1511
 FL1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1511'4.5 MI S FROM ETTER.
 FL1511'4.5 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM THE JUNCTION AT
 FL1511'ETTER.  SET BY MILE POST NUMBER 59. 42 FEET WEST OF THE WEST RAIL OF
 FL1511'THE MAIN TRACK, 9.0 FEET NORTH OF THE MILE POST, 6.0 FEET OF THE
 FL1511'RIGHT-OF-WAY FENCE, 3.0 FEET EAST OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0576 ***********************************************************************
 GK0576  DESIGNATION -  S 372 RESET
 GK0576  PID         -  GK0576
 GK0576  STATE/COUNTY-  TX/SHERMAN
 GK0576  USGS QUAD   -  PLEASURE POND (1974)
 GK0576
 GK0576                         *CURRENT SURVEY CONTROL
 GK0576  ___________________________________________________________________
 GK0576* NAD 83(1986)-  36 08 20.     (N)    101 46 30.     (W)     SCALED    
 GK0576* NAVD 88     -      1063.733  (meters)    3489.93   (feet)  ADJUSTED  
 GK0576  ___________________________________________________________________
 GK0576  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 GK0576  DYNAMIC HT  -        1062.546 (meters)    3486.04  (feet)  COMP
 GK0576  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 GK0576
 GK0576  VERT ORDER  -  SECOND    CLASS 0
 GK0576
 GK0576.The horizontal coordinates were scaled from a topographic map and have
 GK0576.an estimated accuracy of +/- 6 seconds.
 GK0576
 GK0576.The orthometric height was determined by differential leveling
 GK0576.and adjusted by the National Geodetic Survey in June 1991..
 GK0576
 GK0576.The geoid height was determined by GEOID03.
 GK0576
 GK0576.The dynamic height is computed by dividing the NAVD 88
 GK0576.geopotential number by the normal gravity value computed on the
 GK0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0576.degrees latitude (g = 980.6199 gals.).
 GK0576
 GK0576.The modeled gravity was interpolated from observed gravity values.
 GK0576
 GK0576;                    North         East    Units  Estimated Accuracy
 GK0576;SPC TX N     - 1,237,320.      175,250.      MT  (+/- 180 meters Scaled)
 GK0576
 GK0576                          SUPERSEDED SURVEY CONTROL
 GK0576
 GK0576  NGVD 29 (??/??/92) 1063.240  (m)         3488.31   (f) ADJ UNCH    2 0
 GK0576
 GK0576.Superseded values are not recommended for survey control.
 GK0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0576.See file dsdata.txt to determine how the superseded data were derived.
 GK0576
 GK0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF503029(NAD 83)
 GK0576_MARKER: DB = BENCH MARK DISK
 GK0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0576_STAMPING: S 372 1943 RESET 1951
 GK0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0576+STABILITY: SURFACE MOTION
 GK0576
 GK0576  HISTORY     - Date     Condition        Report By
 GK0576  HISTORY     - 1951     MONUMENTED       CGS
 GK0576  HISTORY     - 1952     GOOD             NGS
 GK0576  HISTORY     - 1953     GOOD             NGS
 GK0576
 GK0576                          STATION DESCRIPTION
 GK0576
 GK0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0576'11.0 MI NE FROM SUNRAY.
 GK0576'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0576'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 3.0 MILES EAST ALONG FARM
 GK0576'ROAD 1573, 51 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 36 FEET
 GK0576'EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 1.5 FEET WEST OF A
 GK0576'FENCE CORNER, 2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GK0576'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GK0576
 GK0576                          STATION RECOVERY (1953)
 GK0576
 GK0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GK0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0444 ***********************************************************************
 FM0444  DESIGNATION -  S 374
 FM0444  PID         -  FM0444
 FM0444  STATE/COUNTY-  TX/HARTLEY
 FM0444  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0444
 FM0444                         *CURRENT SURVEY CONTROL
 FM0444  ___________________________________________________________________
 FM0444* NAD 83(1986)-  35 39 48.     (N)    102 38 57.     (W)     SCALED    
 FM0444* NAVD 88     -      1141.811  (meters)    3746.09   (feet)  ADJUSTED  
 FM0444  ___________________________________________________________________
 FM0444  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 FM0444  DYNAMIC HT  -        1140.473 (meters)    3741.70  (feet)  COMP
 FM0444  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 FM0444
 FM0444  VERT ORDER  -  SECOND    CLASS 0
 FM0444
 FM0444.The horizontal coordinates were scaled from a topographic map and have
 FM0444.an estimated accuracy of +/- 6 seconds.
 FM0444
 FM0444.The orthometric height was determined by differential leveling
 FM0444.and adjusted by the National Geodetic Survey in June 1991..
 FM0444
 FM0444.The geoid height was determined by GEOID03.
 FM0444
 FM0444.The dynamic height is computed by dividing the NAVD 88
 FM0444.geopotential number by the normal gravity value computed on the
 FM0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0444.degrees latitude (g = 980.6199 gals.).
 FM0444
 FM0444.The modeled gravity was interpolated from observed gravity values.
 FM0444
 FM0444;                    North         East    Units  Estimated Accuracy
 FM0444;SPC TX N     - 1,185,130.       95,960.      MT  (+/- 180 meters Scaled)
 FM0444
 FM0444                          SUPERSEDED SURVEY CONTROL
 FM0444
 FM0444  NGVD 29 (??/??/92) 1141.291  (m)         3744.39   (f) ADJ UNCH    2 0
 FM0444
 FM0444.Superseded values are not recommended for survey control.
 FM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0444.See file dsdata.txt to determine how the superseded data were derived.
 FM0444
 FM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV127491(NAD 83)
 FM0444_MARKER: DB = BENCH MARK DISK
 FM0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0444_SP_SET: CULVERT
 FM0444_STAMPING: S 374 1943
 FM0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0444
 FM0444  HISTORY     - Date     Condition        Report By
 FM0444  HISTORY     - 1943     MONUMENTED       CGS
 FM0444  HISTORY     - 1971     GOOD             USGS
 FM0444
 FM0444                          STATION DESCRIPTION
 FM0444
 FM0444'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0444'20.2 MI W FROM CHANNING.
 FM0444'TO REACH MARK FROM CHANNING, HARTLEY COUNTY, GO WEST ON TEXAS FARM
 FM0444'ROAD 767 FOR 19.3 MILES TO A SMALL VALLEY WITH DRAIN CROSSING THE
 FM0444'HIGHWAY.  AT A 12 FOOT CORRUGATED PIPE CULVERT, IN TOP OF THE NORTH
 FM0444'HEADWALL, 6 INCHES EAST OF THE WEST END, AND 14 FEET NORTH OF CENTER
 FM0444'LINE OF HIGHWAY.  A STANDARD DISK STAMPED S 374 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0186 ***********************************************************************
 GL0186  DESIGNATION -  S 375
 GL0186  PID         -  GL0186
 GL0186  STATE/COUNTY-  TX/SHERMAN
 GL0186  USGS QUAD   -  CONLEN (1965)
 GL0186
 GL0186                         *CURRENT SURVEY CONTROL
 GL0186  ___________________________________________________________________
 GL0186* NAD 83(1986)-  36 12 28.     (N)    102 08 00.     (W)     SCALED    
 GL0186* NAVD 88     -      1142.678  (meters)    3748.94   (feet)  ADJUSTED  
 GL0186  ___________________________________________________________________
 GL0186  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 GL0186  DYNAMIC HT  -        1141.397 (meters)    3744.73  (feet)  COMP
 GL0186  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 GL0186
 GL0186  VERT ORDER  -  SECOND    CLASS 0
 GL0186
 GL0186.The horizontal coordinates were scaled from a topographic map and have
 GL0186.an estimated accuracy of +/- 6 seconds.
 GL0186
 GL0186.The orthometric height was determined by differential leveling
 GL0186.and adjusted by the National Geodetic Survey in June 1991..
 GL0186
 GL0186.The geoid height was determined by GEOID03.
 GL0186
 GL0186.The dynamic height is computed by dividing the NAVD 88
 GL0186.geopotential number by the normal gravity value computed on the
 GL0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0186.degrees latitude (g = 980.6199 gals.).
 GL0186
 GL0186.The modeled gravity was interpolated from observed gravity values.
 GL0186
 GL0186;                    North         East    Units  Estimated Accuracy
 GL0186;SPC TX N     - 1,245,120.      143,050.      MT  (+/- 180 meters Scaled)
 GL0186
 GL0186                          SUPERSEDED SURVEY CONTROL
 GL0186
 GL0186.No superseded survey control is available for this station.
 GL0186
 GL0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA577108(NAD 83)
 GL0186_MARKER: DB = BENCH MARK DISK
 GL0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0186_STAMPING: S 375 1943
 GL0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0186+STABILITY: SURFACE MOTION
 GL0186
 GL0186  HISTORY     - Date     Condition        Report By
 GL0186  HISTORY     - 1943     MONUMENTED       CGS
 GL0186  HISTORY     - 1952     GOOD             NGS
 GL0186  HISTORY     - 1962     MARK NOT FOUND   USGS
 GL0186
 GL0186                          STATION DESCRIPTION
 GL0186
 GL0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0186'7.8 MI SE FROM CONLEN.
 GL0186'0.5 MILE SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S. HIGHWAY
 GL0186'54 AT CONLEN, THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 GL0186'1.3 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.1 MILE EAST OF A
 GL0186'FARMHOUSE, 115 FEET NORTH OF THE EXTENDED CENTER LINE OF A PRIVATE
 GL0186'DRIVEWAY LEADING WEST, 26 FEET EAST OF THE CENTER LINE OF A NORTH AND
 GL0186'SOUTH ROAD, 24 FEET NORTH OF A POWER POLE, 26 FEET NORTH OF A FENCE
 GL0186'CORNER, 1.3 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET
 GL0186'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 GL0186
 GL0186                          STATION RECOVERY (1962)
 GL0186
 GL0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0447 ***********************************************************************
 FM0447  DESIGNATION -  S 376
 FM0447  PID         -  FM0447
 FM0447  STATE/COUNTY-  TX/HARTLEY
 FM0447  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0447
 FM0447                         *CURRENT SURVEY CONTROL
 FM0447  ___________________________________________________________________
 FM0447* NAD 83(1986)-  35 41 07.     (N)    102 40 32.     (W)     SCALED    
 FM0447* NAVD 88     -      1173.919  (meters)    3851.43   (feet)  ADJUSTED  
 FM0447  ___________________________________________________________________
 FM0447  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 FM0447  DYNAMIC HT  -        1172.546 (meters)    3846.93  (feet)  COMP
 FM0447  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 FM0447
 FM0447  VERT ORDER  -  SECOND    CLASS 0
 FM0447
 FM0447.The horizontal coordinates were scaled from a topographic map and have
 FM0447.an estimated accuracy of +/- 6 seconds.
 FM0447
 FM0447.The orthometric height was determined by differential leveling
 FM0447.and adjusted by the National Geodetic Survey in June 1991..
 FM0447
 FM0447.The geoid height was determined by GEOID03.
 FM0447
 FM0447.The dynamic height is computed by dividing the NAVD 88
 FM0447.geopotential number by the normal gravity value computed on the
 FM0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0447.degrees latitude (g = 980.6199 gals.).
 FM0447
 FM0447.The modeled gravity was interpolated from observed gravity values.
 FM0447
 FM0447;                    North         East    Units  Estimated Accuracy
 FM0447;SPC TX N     - 1,187,590.       93,600.      MT  (+/- 180 meters Scaled)
 FM0447
 FM0447                          SUPERSEDED SURVEY CONTROL
 FM0447
 FM0447  NGVD 29 (??/??/92) 1173.402  (m)         3849.74   (f) ADJ UNCH    2 0
 FM0447
 FM0447.Superseded values are not recommended for survey control.
 FM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0447.See file dsdata.txt to determine how the superseded data were derived.
 FM0447
 FM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV103515(NAD 83)
 FM0447_MARKER: DB = BENCH MARK DISK
 FM0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0447_STAMPING: S 376 1943
 FM0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0447+STABILITY: SURFACE MOTION
 FM0447
 FM0447  HISTORY     - Date     Condition        Report By
 FM0447  HISTORY     - 1943     MONUMENTED       CGS
 FM0447  HISTORY     - 1941     GOOD             USGS
 FM0447
 FM0447                          STATION DESCRIPTION
 FM0447
 FM0447'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 FM0447'18.8 MI E FROM ROMERO.
 FM0447'TO REACH MARK FROM ROMERO, HARTLEY COUNTY, GO NE FOR 1.2 MI. OF US HWY
 FM0447'54 TO JUNCTION OF TEXAS FM 767.  THENCE SE ALONG FM 767 FOR 5.1 MI. TO
 FM0447'JUNCTION OF FM 767 AND OLD ABANDONED GRADED ROAD.  TAKE OLD GRADED
 FM0447'ROAD AND CONTINUE FOR 10.8 MI. MARK IS 33 FEET SOUTH OF GATE, 29 FEET
 FM0447'WEST OF CENTER LINE OF ROAD AND IN THE FENCE LINE.  A STANDARD DISK,
 FM0447'STAMPED S 376 1943 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1357 ***********************************************************************
 FL1357  DESIGNATION -  S 377
 FL1357  PID         -  FL1357
 FL1357  STATE/COUNTY-  TX/MOORE
 FL1357  USGS QUAD   -  MASTERSON (1953)
 FL1357
 FL1357                         *CURRENT SURVEY CONTROL
 FL1357  ___________________________________________________________________
 FL1357* NAD 83(1986)-  35 41 24.     (N)    101 54 42.     (W)     SCALED    
 FL1357* NAVD 88     -      1088.991  (meters)    3572.80   (feet)  ADJUSTED  
 FL1357  ___________________________________________________________________
 FL1357  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL1357  DYNAMIC HT  -        1087.721 (meters)    3568.63  (feet)  COMP
 FL1357  MODELED GRAV-     979,429.9   (mgal)                       NAVD 88
 FL1357
 FL1357  VERT ORDER  -  SECOND    CLASS 0
 FL1357
 FL1357.The horizontal coordinates were scaled from a topographic map and have
 FL1357.an estimated accuracy of +/- 6 seconds.
 FL1357
 FL1357.The orthometric height was determined by differential leveling
 FL1357.and adjusted by the National Geodetic Survey in June 1991..
 FL1357
 FL1357.The geoid height was determined by GEOID03.
 FL1357
 FL1357.The dynamic height is computed by dividing the NAVD 88
 FL1357.geopotential number by the normal gravity value computed on the
 FL1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1357.degrees latitude (g = 980.6199 gals.).
 FL1357
 FL1357.The modeled gravity was interpolated from observed gravity values.
 FL1357
 FL1357;                    North         East    Units  Estimated Accuracy
 FL1357;SPC TX N     - 1,187,560.      162,740.      MT  (+/- 180 meters Scaled)
 FL1357
 FL1357                          SUPERSEDED SURVEY CONTROL
 FL1357
 FL1357  NGVD 29 (??/??/92) 1088.447  (m)         3571.01   (f) ADJ UNCH    2 0
 FL1357
 FL1357.Superseded values are not recommended for survey control.
 FL1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1357.See file dsdata.txt to determine how the superseded data were derived.
 FL1357
 FL1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE365534(NAD 83)
 FL1357_MARKER: DB = BENCH MARK DISK
 FL1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1357_STAMPING: S 377 1943
 FL1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1357+STABILITY: SURFACE MOTION
 FL1357
 FL1357  HISTORY     - Date     Condition        Report By
 FL1357  HISTORY     - 1943     MONUMENTED       CGS
 FL1357
 FL1357                          STATION DESCRIPTION
 FL1357
 FL1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1357'15.0 MI SE FROM DUMAS.
 FL1357'THIS MARK IS ABOUT 12.0 MILES SOUTH ALONG U.S. HIGHWAY 287 AND ABOUT
 FL1357'3.0 MILES EAST ALONG A GRADED ROAD FROM THE COURT HOUSE AT DUMAS,
 FL1357'MOORE COUNTY, SET AT THE CROSSING OF A CATTLE GUARD, 29.0 FEET SOUTH
 FL1357'OF A CORNER FENCE POST, 2.0 FEET WEST OF A NORTH-SOUTH FENCE, 124.0
 FL1357'FEET NORTH OF THE NORTH END OF A STEEL GATE, 49.0 FEET SOUTH OF THE
 FL1357'CENTER LINE OF THE ROAD, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND,
 FL1357'2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0295 ***********************************************************************
 FL0295  DESIGNATION -  S 378
 FL0295  PID         -  FL0295
 FL0295  STATE/COUNTY-  TX/GRAY
 FL0295  USGS QUAD   -  MC LEAN (1978)
 FL0295
 FL0295                         *CURRENT SURVEY CONTROL
 FL0295  ___________________________________________________________________
 FL0295* NAD 83(1986)-  35 12 15.     (N)    100 32 19.     (W)     SCALED    
 FL0295* NAVD 88     -       833.809  (meters)    2735.59   (feet)  ADJUSTED  
 FL0295  ___________________________________________________________________
 FL0295  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL0295  DYNAMIC HT  -         832.903 (meters)    2732.62  (feet)  COMP
 FL0295  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 FL0295
 FL0295  VERT ORDER  -  FIRST     CLASS II
 FL0295
 FL0295.The horizontal coordinates were scaled from a topographic map and have
 FL0295.an estimated accuracy of +/- 6 seconds.
 FL0295
 FL0295.The orthometric height was determined by differential leveling
 FL0295.and adjusted by the National Geodetic Survey in June 1991..
 FL0295
 FL0295.The geoid height was determined by GEOID03.
 FL0295
 FL0295.The dynamic height is computed by dividing the NAVD 88
 FL0295.geopotential number by the normal gravity value computed on the
 FL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0295.degrees latitude (g = 980.6199 gals.).
 FL0295
 FL0295.The modeled gravity was interpolated from observed gravity values.
 FL0295
 FL0295;                    North         East    Units  Estimated Accuracy
 FL0295;SPC TX N     - 1,134,010.      287,540.      MT  (+/- 180 meters Scaled)
 FL0295
 FL0295                          SUPERSEDED SURVEY CONTROL
 FL0295
 FL0295  NGVD 29 (??/??/92)  833.477  (m)         2734.50   (f) ADJ UNCH    1 2
 FL0295
 FL0295.Superseded values are not recommended for survey control.
 FL0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0295.See file dsdata.txt to determine how the superseded data were derived.
 FL0295
 FL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD599967(NAD 83)
 FL0295_MARKER: DB = BENCH MARK DISK
 FL0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0295_STAMPING: S 378 1943
 FL0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0295+STABILITY: SURFACE MOTION
 FL0295
 FL0295  HISTORY     - Date     Condition        Report By
 FL0295  HISTORY     - 1943     MONUMENTED       CGS
 FL0295  HISTORY     - 1953     GOOD             NGS
 FL0295
 FL0295                          STATION DESCRIPTION
 FL0295
 FL0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0295'4.45 MI E FROM MCLEAN.
 FL0295'4.45 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0295'FROM THE STATION AT MCLEAN, 0.2 MILE EAST OF MILEPOST 683, AT THE GRAY
 FL0295'AND WHEELER COUNTY LINE, 54 FEET SOUTHWEST OF THE CENTER OF A ROAD
 FL0295'CROSSING, 43 FEET WEST OF THE CENTER LINE OF A ROAD, 41.3 FEET SOUTH
 FL0295'OF THE SOUTH RAIL, 17.7 FEET NORTHWEST OF A FENCE CORNER, 8.3 FEET
 FL0295'NORTH OF A FENCE, 1.5 FEET EAST OF BENCH MARK R 9, 1.8 FEET SOUTHEAST
 FL0295'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FL0295'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0481 ***********************************************************************
 FL0481  DESIGNATION -  S 379
 FL0481  PID         -  FL0481
 FL0481  STATE/COUNTY-  TX/GRAY
 FL0481  USGS QUAD   -  LEFORS (1967)
 FL0481
 FL0481                         *CURRENT SURVEY CONTROL
 FL0481  ___________________________________________________________________
 FL0481* NAD 83(1986)-  35 28 42.     (N)    100 45 12.     (W)     SCALED    
 FL0481* NAVD 88     -       901.372  (meters)    2957.25   (feet)  ADJUSTED  
 FL0481  ___________________________________________________________________
 FL0481  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FL0481  DYNAMIC HT  -         900.399 (meters)    2954.06  (feet)  COMP
 FL0481  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 FL0481
 FL0481  VERT ORDER  -  SECOND    CLASS 0
 FL0481
 FL0481.The horizontal coordinates were scaled from a topographic map and have
 FL0481.an estimated accuracy of +/- 6 seconds.
 FL0481
 FL0481.The orthometric height was determined by differential leveling
 FL0481.and adjusted by the National Geodetic Survey in June 1991..
 FL0481
 FL0481.The geoid height was determined by GEOID03.
 FL0481
 FL0481.The dynamic height is computed by dividing the NAVD 88
 FL0481.geopotential number by the normal gravity value computed on the
 FL0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0481.degrees latitude (g = 980.6199 gals.).
 FL0481
 FL0481.The modeled gravity was interpolated from observed gravity values.
 FL0481
 FL0481;                    North         East    Units  Estimated Accuracy
 FL0481;SPC TX N     - 1,164,260.      267,760.      MT  (+/- 180 meters Scaled)
 FL0481
 FL0481                          SUPERSEDED SURVEY CONTROL
 FL0481
 FL0481  NGVD 29 (??/??/92)  900.996  (m)         2956.02   (f) ADJ UNCH    2 0
 FL0481
 FL0481.Superseded values are not recommended for survey control.
 FL0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0481.See file dsdata.txt to determine how the superseded data were derived.
 FL0481
 FL0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE409275(NAD 83)
 FL0481_MARKER: DB = BENCH MARK DISK
 FL0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0481_STAMPING: S 379 1943
 FL0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0481+STABILITY: SURFACE MOTION
 FL0481
 FL0481  HISTORY     - Date     Condition        Report By
 FL0481  HISTORY     - 1943     MONUMENTED       CGS
 FL0481  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0481
 FL0481                          STATION DESCRIPTION
 FL0481
 FL0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0481'5.3 MI NE FROM LEFORS.
 FL0481'THIS MARK IS ABOUT 2.0 MILES EAST AND 3.3 MILES NORTH FROM THE POST
 FL0481'OFFICE AT LEFORS, GRAY COUNTY, SET ON THE SUMMIT OF A HILL, OPPOSITE
 FL0481'PANHANDLE AND SANTA FE RAILROAD MILE POST 6, 2.0 FEET EAST OF A
 FL0481'NORTH-SOUTH FENCE, 40.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FL0481'PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE
 FL0481'REFERENCE POST.
 FL0481
 FL0481                          STATION RECOVERY (1966)
 FL0481
 FL0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1451 ***********************************************************************
 FL1451  DESIGNATION -  S 380
 FL1451  PID         -  FL1451
 FL1451  STATE/COUNTY-  TX/MOORE
 FL1451  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1451
 FL1451                         *CURRENT SURVEY CONTROL
 FL1451  ___________________________________________________________________
 FL1451* NAD 83(1986)-  35 58 48.     (N)    101 39 01.     (W)     SCALED    
 FL1451* NAVD 88     -      1027.532  (meters)    3371.16   (feet)  ADJUSTED  
 FL1451  ___________________________________________________________________
 FL1451  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 FL1451  DYNAMIC HT  -        1026.379 (meters)    3367.38  (feet)  COMP
 FL1451  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 FL1451
 FL1451  VERT ORDER  -  SECOND    CLASS 0
 FL1451
 FL1451.The horizontal coordinates were scaled from a topographic map and have
 FL1451.an estimated accuracy of +/- 6 seconds.
 FL1451
 FL1451.The orthometric height was determined by differential leveling
 FL1451.and adjusted by the National Geodetic Survey in June 1991..
 FL1451
 FL1451.The geoid height was determined by GEOID03.
 FL1451
 FL1451.The dynamic height is computed by dividing the NAVD 88
 FL1451.geopotential number by the normal gravity value computed on the
 FL1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1451.degrees latitude (g = 980.6199 gals.).
 FL1451
 FL1451.The modeled gravity was interpolated from observed gravity values.
 FL1451
 FL1451;                    North         East    Units  Estimated Accuracy
 FL1451;SPC TX N     - 1,219,670.      186,450.      MT  (+/- 180 meters Scaled)
 FL1451
 FL1451                          SUPERSEDED SURVEY CONTROL
 FL1451
 FL1451  NGVD 29 (??/??/92) 1027.035  (m)         3369.53   (f) ADJ UNCH    2 0
 FL1451
 FL1451.Superseded values are not recommended for survey control.
 FL1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1451.See file dsdata.txt to determine how the superseded data were derived.
 FL1451
 FL1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE610849(NAD 83)
 FL1451_MARKER: DB = BENCH MARK DISK
 FL1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1451_STAMPING: S 380 1943
 FL1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1451+STABILITY: SURFACE MOTION
 FL1451
 FL1451  HISTORY     - Date     Condition        Report By
 FL1451  HISTORY     - 1943     MONUMENTED       CGS
 FL1451  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1451
 FL1451                          STATION DESCRIPTION
 FL1451
 FL1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1451'14.0 MI SW FROM MORSE.
 FL1451'THIS MARK IS ABOUT 10.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 FL1451'GULF RAILWAY AND ABOUT 4.0 MILES SOUTH ALONG A GRADED ROAD FROM THE
 FL1451'RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY, SET AT A POINT WHERE TWO
 FL1451'CATTLE GUARDS PARALLEL THE ROAD ON OPPOSITES SIDES OF ROAD, 3.0 FEET
 FL1451'WEST OF THE WEST RIGHT-OF-WAY FENCE, 25.0 FEET NORTH OF THE CENTER OF
 FL1451'A CATTLE GUARD, 35.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 FL1451'PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHEAST OF A
 FL1451'WHITE REFERENCE POST.
 FL1451
 FL1451                          STATION RECOVERY (1971)
 FL1451
 FL1451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0332 ***********************************************************************
 CA0332  DESIGNATION -  S 381
 CA0332  PID         -  CA0332
 CA0332  STATE/COUNTY-  TX/BROWN
 CA0332  USGS QUAD   -  OWENS (1978)
 CA0332
 CA0332                         *CURRENT SURVEY CONTROL
 CA0332  ___________________________________________________________________
 CA0332* NAD 83(1986)-  31 48 48.     (N)    098 59 32.     (W)     SCALED    
 CA0332* NAVD 88     -       421.388  (meters)    1382.50   (feet)  ADJUSTED  
 CA0332  ___________________________________________________________________
 CA0332  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CA0332  DYNAMIC HT  -         420.839 (meters)    1380.70  (feet)  COMP
 CA0332  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 CA0332
 CA0332  VERT ORDER  -  SECOND    CLASS 0
 CA0332
 CA0332.The horizontal coordinates were scaled from a topographic map and have
 CA0332.an estimated accuracy of +/- 6 seconds.
 CA0332
 CA0332.The orthometric height was determined by differential leveling
 CA0332.and adjusted by the National Geodetic Survey in June 1991..
 CA0332
 CA0332.The geoid height was determined by GEOID03.
 CA0332
 CA0332.The dynamic height is computed by dividing the NAVD 88
 CA0332.geopotential number by the normal gravity value computed on the
 CA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0332.degrees latitude (g = 980.6199 gals.).
 CA0332
 CA0332.The modeled gravity was interpolated from observed gravity values.
 CA0332
 CA0332;                    North         East    Units  Estimated Accuracy
 CA0332;SPC TX C     - 3,238,740.      826,980.      MT  (+/- 180 meters Scaled)
 CA0332
 CA0332                          SUPERSEDED SURVEY CONTROL
 CA0332
 CA0332  NGVD 29 (??/??/92)  421.299  (m)         1382.21   (f) ADJ UNCH    2 0
 CA0332
 CA0332.Superseded values are not recommended for survey control.
 CA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0332.See file dsdata.txt to determine how the superseded data were derived.
 CA0332
 CA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA007197(NAD 83)
 CA0332_MARKER: DB = BENCH MARK DISK
 CA0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0332_SP_SET: GUARD WALL
 CA0332_STAMPING: S 381 1943
 CA0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0332
 CA0332  HISTORY     - Date     Condition        Report By
 CA0332  HISTORY     - 1943     MONUMENTED       CGS
 CA0332  HISTORY     - 1966     MARK NOT FOUND   USGS
 CA0332
 CA0332                          STATION DESCRIPTION
 CA0332
 CA0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0332'6.2 MI N FROM BROWNWOOD.
 CA0332'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF 279
 CA0332'WITH U. S. HIGHWAYS 67 AND 84, THENCE 5.6 MILES NORTH ALONG A
 CA0332'BITUMINOUS SURFACED ROAD, AT A CONCRETE BRIDGE.  A DISK, SET IN THE
 CA0332'TOP OF THE SOUTH END OF THE EAST GUARD WALL, AND 13 FEET EAST OF THE
 CA0332'CENTER LINE OF THE ROAD.
 CA0332
 CA0332                          STATION RECOVERY (1966)
 CA0332
 CA0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CA0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0333 ***********************************************************************
 CA0333  DESIGNATION -  S 381 RESET 1954
 CA0333  PID         -  CA0333
 CA0333  STATE/COUNTY-  TX/BROWN
 CA0333  USGS QUAD   -  OWENS (1978)
 CA0333
 CA0333                         *CURRENT SURVEY CONTROL
 CA0333  ___________________________________________________________________
 CA0333* NAD 83(1986)-  31 48 50.     (N)    098 59 32.     (W)     SCALED    
 CA0333* NAVD 88     -       419.91   (meters)    1377.7    (feet)  RESET     
 CA0333  ___________________________________________________________________
 CA0333  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CA0333
 CA0333  VERT ORDER  -  THIRD
 CA0333
 CA0333.The horizontal coordinates were scaled from a topographic map and have
 CA0333.an estimated accuracy of +/- 6 seconds.
 CA0333
 CA0333.The orthometric height was computed from unverified reset data.
 CA0333
 CA0333.The geoid height was determined by GEOID03.
 CA0333
 CA0333;                    North         East    Units  Estimated Accuracy
 CA0333;SPC TX C     - 3,238,810.      826,980.      MT  (+/- 180 meters Scaled)
 CA0333
 CA0333                          SUPERSEDED SURVEY CONTROL
 CA0333
 CA0333.No superseded survey control is available for this station.
 CA0333
 CA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA007198(NAD 83)
 CA0333_MARKER: DB = BENCH MARK DISK
 CA0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0333_SP_SET: MONUMENT
 CA0333_STAMPING: S 381 RESET 1954
 CA0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0333
 CA0333  HISTORY     - Date     Condition        Report By
 CA0333  HISTORY     - 1954     MONUMENTED       CGS
 CA0333
 CA0333                          STATION DESCRIPTION
 CA0333
 CA0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CA0333'6.2 MI N FROM BROWNWOOD.
 CA0333'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF U.S.
 CA0333'HIGHWAYS 67 AND 84 AT BROWNWOOD, BROWN COUNTY, THEN 5.6 MILES NORTH
 CA0333'ALONG F.M. 2025, ABOUT 150 FEET NORTH OF A SMALL WASH AND BRIDGE, IN
 CA0333'THE EAST RIGHT-OF-WAY FENCE LINE, 10 FEET SOUTH OF A BRACED FENCE POST
 CA0333'AND A TELEPHONE POLE, A STANDARD DISK STAMPED S 381 RESET 1954 AND SET
 CA0333'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2156 ***********************************************************************
 CS2156  DESIGNATION -  S 383
 CS2156  PID         -  CS2156
 CS2156  STATE/COUNTY-  TX/BOSQUE
 CS2156  USGS QUAD   -  LAKESIDE VILLAGE (1976)
 CS2156
 CS2156                         *CURRENT SURVEY CONTROL
 CS2156  ___________________________________________________________________
 CS2156* NAD 83(1986)-  32 04 35.     (N)    097 29 34.     (W)     SCALED    
 CS2156* NAVD 88     -       165.441  (meters)     542.78   (feet)  ADJUSTED  
 CS2156  ___________________________________________________________________
 CS2156  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS2156  DYNAMIC HT  -         165.237 (meters)     542.12  (feet)  COMP
 CS2156  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 CS2156
 CS2156  VERT ORDER  -  SECOND    CLASS 0
 CS2156
 CS2156.The horizontal coordinates were scaled from a topographic map and have
 CS2156.an estimated accuracy of +/- 6 seconds.
 CS2156
 CS2156.The orthometric height was determined by differential leveling
 CS2156.and adjusted by the National Geodetic Survey in June 1991..
 CS2156
 CS2156.The geoid height was determined by GEOID03.
 CS2156
 CS2156.The dynamic height is computed by dividing the NAVD 88
 CS2156.geopotential number by the normal gravity value computed on the
 CS2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2156.degrees latitude (g = 980.6199 gals.).
 CS2156
 CS2156.The modeled gravity was interpolated from observed gravity values.
 CS2156
 CS2156;                    North         East    Units  Estimated Accuracy
 CS2156;SPC TX C     - 3,270,570.      968,180.      MT  (+/- 180 meters Scaled)
 CS2156
 CS2156                          SUPERSEDED SURVEY CONTROL
 CS2156
 CS2156  NGVD 29 (??/??/92)  165.422  (m)          542.72   (f) ADJ UNCH    2 0
 CS2156
 CS2156.Superseded values are not recommended for survey control.
 CS2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2156.See file dsdata.txt to determine how the superseded data were derived.
 CS2156
 CS2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA422498(NAD 83)
 CS2156_MARKER: DB = BENCH MARK DISK
 CS2156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2156_SP_SET: ABUTMENT
 CS2156_STAMPING: S 383 1943
 CS2156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2156
 CS2156  HISTORY     - Date     Condition        Report By
 CS2156  HISTORY     - 1943     MONUMENTED       CGS
 CS2156  HISTORY     - 1966     MARK NOT FOUND   USGS
 CS2156
 CS2156                          STATION DESCRIPTION
 CS2156
 CS2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2156'0.7 MI NE FROM KOPPERL.
 CS2156'0.7 MILE NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CS2156'THE STATION AT KOPPERL, AT BRIDGE NO. 295 A.  A DISK, SET IN THE TOP
 CS2156'OF THE NORTHWEST END OF THE NORTHEAST STONE ABUTMENT, AND 5.8 FEET
 CS2156'NORTHWEST OF THE NORTHWEST RAIL.
 CS2156
 CS2156                          STATION RECOVERY (1966)
 CS2156
 CS2156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CS2156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2237 ***********************************************************************
 CS2237  DESIGNATION -  S 384
 CS2237  PID         -  CS2237
 CS2237  STATE/COUNTY-  TX/SOMERVELL
 CS2237  USGS QUAD   -  NEMO (1979)
 CS2237
 CS2237                         *CURRENT SURVEY CONTROL
 CS2237  ___________________________________________________________________
 CS2237* NAD 83(1986)-  32 15 19.     (N)    097 43 01.     (W)     SCALED    
 CS2237* NAVD 88     -       187.428  (meters)     614.92   (feet)  ADJUSTED  
 CS2237  ___________________________________________________________________
 CS2237  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS2237  DYNAMIC HT  -         187.198 (meters)     614.17  (feet)  COMP
 CS2237  MODELED GRAV-     979,409.9   (mgal)                       NAVD 88
 CS2237
 CS2237  VERT ORDER  -  SECOND    CLASS 0
 CS2237
 CS2237.The horizontal coordinates were scaled from a topographic map and have
 CS2237.an estimated accuracy of +/- 6 seconds.
 CS2237
 CS2237.The orthometric height was determined by differential leveling
 CS2237.and adjusted by the National Geodetic Survey in June 1991..
 CS2237
 CS2237.The geoid height was determined by GEOID03.
 CS2237
 CS2237.The dynamic height is computed by dividing the NAVD 88
 CS2237.geopotential number by the normal gravity value computed on the
 CS2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2237.degrees latitude (g = 980.6199 gals.).
 CS2237
 CS2237.The modeled gravity was interpolated from observed gravity values.
 CS2237
 CS2237;                    North         East    Units  Estimated Accuracy
 CS2237;SPC TXNC     - 2,065,550.      673,790.      MT  (+/- 180 meters Scaled)
 CS2237
 CS2237                          SUPERSEDED SURVEY CONTROL
 CS2237
 CS2237  NGVD 29 (??/??/92)  187.396  (m)          614.82   (f) ADJ UNCH    2 0
 CS2237
 CS2237.Superseded values are not recommended for survey control.
 CS2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2237.See file dsdata.txt to determine how the superseded data were derived.
 CS2237
 CS2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA208694(NAD 83)
 CS2237_MARKER: DB = BENCH MARK DISK
 CS2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2237_STAMPING: S 384 1943
 CS2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2237+STABILITY: SURFACE MOTION
 CS2237
 CS2237  HISTORY     - Date     Condition        Report By
 CS2237  HISTORY     - 1943     MONUMENTED       CGS
 CS2237  HISTORY     - 1961     MARK NOT FOUND   NGS
 CS2237  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2237  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2237
 CS2237                          STATION DESCRIPTION
 CS2237
 CS2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CS2237'2.9 MI NE FROM GLEN ROSE.
 CS2237'2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE COUNTY COURTHOUSE
 CS2237'AT GLEN ROSE, 0.4 MILE NORTHEAST OF A STEEL BRIDGE, AT A T
 CS2237'INTERSECTION OF THE HIGHWAY AND A PRIVATE DIRT ROAD LEADING NORTHWEST
 CS2237'INTO A FIELD, 31 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17
 CS2237'FEET NORTHEAST OF THE CENTERLINE OF THE PRIVATE ROAD, 1.1 FEET
 CS2237'NORTHWEST OF A FENCE AND 4 1/2 FEET SOUTHWEST OF A WHITE REFERENCE
 CS2237'POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
 CS2237
 CS2237                          STATION RECOVERY (1999)
 CS2237
 CS2237'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2237'MARK NOT FOUND.
 CS2237
 CS2237                          STATION RECOVERY (2004)
 CS2237
 CS2237'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS2237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0308 ***********************************************************************
 AY0308  DESIGNATION -  S 385
 AY0308  PID         -  AY0308
 AY0308  STATE/COUNTY-  TX/BEXAR
 AY0308  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0308
 AY0308                         *CURRENT SURVEY CONTROL
 AY0308  ___________________________________________________________________
 AY0308* NAD 83(1986)-  29 24 09.     (N)    098 27 41.     (W)     SCALED    
 AY0308* NAVD 88     -       216.229  (meters)     709.41   (feet)  ADJUSTED  
 AY0308  ___________________________________________________________________
 AY0308  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AY0308  DYNAMIC HT  -         215.913 (meters)     708.37  (feet)  COMP
 AY0308  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 AY0308
 AY0308  VERT ORDER  -  FIRST     CLASS II
 AY0308
 AY0308.The horizontal coordinates were scaled from a topographic map and have
 AY0308.an estimated accuracy of +/- 6 seconds.
 AY0308
 AY0308.The orthometric height was determined by differential leveling
 AY0308.and adjusted by the National Geodetic Survey in June 1991..
 AY0308
 AY0308.The geoid height was determined by GEOID03.
 AY0308
 AY0308.The dynamic height is computed by dividing the NAVD 88
 AY0308.geopotential number by the normal gravity value computed on the
 AY0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0308.degrees latitude (g = 980.6199 gals.).
 AY0308
 AY0308.The modeled gravity was interpolated from observed gravity values.
 AY0308
 AY0308;                    North         East    Units  Estimated Accuracy
 AY0308;SPC TXSC     - 4,174,030.      652,270.      MT  (+/- 180 meters Scaled)
 AY0308
 AY0308                          SUPERSEDED SURVEY CONTROL
 AY0308
 AY0308  NGVD 29 (??/??/92)  216.105  (m)          709.00   (f) ADJ UNCH    1 2
 AY0308
 AY0308.Superseded values are not recommended for survey control.
 AY0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0308.See file dsdata.txt to determine how the superseded data were derived.
 AY0308
 AY0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT522527(NAD 83)
 AY0308_MARKER: DB = BENCH MARK DISK
 AY0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0308_SP_SET: SIDEWALK
 AY0308_STAMPING: S 385 1946
 AY0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0308
 AY0308  HISTORY     - Date     Condition        Report By
 AY0308  HISTORY     - 1946     MONUMENTED       CGS
 AY0308  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0308  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0308
 AY0308                          STATION DESCRIPTION
 AY0308
 AY0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0308'IN SAN ANTONIO.
 AY0308'AT SAN ANTONIO, AT THE NEW BRAUNFELS AVENUE BRIDGE OVER THE MISSOURI,
 AY0308'KANSAS AND TEXAS RAILWAY, APPROXIMATELY 75.0 FEET SOUTH OF WESTFALL
 AY0308'AVENUE, 1.3 FEET SOUTH OF THE NORTH END OF SIDEWALK ALONG THE WEST
 AY0308'SIDE OF THE BRIDGE, 0.5 FOOT EAST OF THE EAST FACE OF THE NORTH
 AY0308'CONCRETE BANNISTER POST FOR THE WEST CONCRETE BANNISTER OF THE BRIDGE,
 AY0308'SET IN THE TOP OF THE SIDEWALK.
 AY0308
 AY0308                          STATION RECOVERY (1980)
 AY0308
 AY0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0308'SEARCHED FOR, NOT RECOVERED.  APPEARS THAT A NEW SIDEWALK HAS BEEN
 AY0308'BUILT, CONSIDERED DESTROYED.
 AY0308
 AY0308                          STATION RECOVERY (1988)
 AY0308
 AY0308'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0521 ***********************************************************************
 CS0521  DESIGNATION -  S 386
 CS0521  PID         -  CS0521
 CS0521  STATE/COUNTY-  TX/NAVARRO
 CS0521  USGS QUAD   -  BAZETTE (1976)
 CS0521
 CS0521                         *CURRENT SURVEY CONTROL
 CS0521  ___________________________________________________________________
 CS0521* NAD 83(1986)-  32 12 48.     (N)    096 22 02.     (W)     SCALED    
 CS0521* NAVD 88     -       140.392  (meters)     460.60   (feet)  ADJUSTED  
 CS0521  ___________________________________________________________________
 CS0521  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0521  DYNAMIC HT  -         140.230 (meters)     460.07  (feet)  COMP
 CS0521  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 CS0521
 CS0521  VERT ORDER  -  SECOND    CLASS 0
 CS0521
 CS0521.The horizontal coordinates were scaled from a topographic map and have
 CS0521.an estimated accuracy of +/- 6 seconds.
 CS0521
 CS0521.The orthometric height was determined by differential leveling
 CS0521.and adjusted by the National Geodetic Survey in June 1991..
 CS0521
 CS0521.The geoid height was determined by GEOID03.
 CS0521
 CS0521.The dynamic height is computed by dividing the NAVD 88
 CS0521.geopotential number by the normal gravity value computed on the
 CS0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0521.degrees latitude (g = 980.6199 gals.).
 CS0521
 CS0521.The modeled gravity was interpolated from observed gravity values.
 CS0521
 CS0521;                    North         East    Units  Estimated Accuracy
 CS0521;SPC TXNC     - 2,062,660.      801,050.      MT  (+/- 180 meters Scaled)
 CS0521
 CS0521                          SUPERSEDED SURVEY CONTROL
 CS0521
 CS0521  NGVD 29 (??/??/92)  140.393  (m)          460.61   (f) ADJ UNCH    2 0
 CS0521
 CS0521.Superseded values are not recommended for survey control.
 CS0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0521.See file dsdata.txt to determine how the superseded data were derived.
 CS0521
 CS0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA481671(NAD 83)
 CS0521_MARKER: DB = BENCH MARK DISK
 CS0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0521_STAMPING: S 386 1946
 CS0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0521+STABILITY: SURFACE MOTION
 CS0521
 CS0521  HISTORY     - Date     Condition        Report By
 CS0521  HISTORY     - 1946     MONUMENTED       CGS
 CS0521  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0521
 CS0521                          STATION DESCRIPTION
 CS0521
 CS0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0521'3.65 MI SE FROM CHATFIELD.
 CS0521'TO REACH FROM THE CHATFIELD METHODIST CHURCH AT CHATFIELD, PROCEED 1.7
 CS0521'MILE EAST AND 1.95 MILE SOUTHEAST ALONG COUNTY DIRT ROADS, BENCH MARK
 CS0521'IS AT THE TOP OF A STEEP HILL, 68.0 FEET NORTHWEST OF THE CENTER OF A
 CS0521'DIM DIRT ROAD WHICH LEADS NORTHEAST TO MONTFORT, 52.0 FEET EAST OF A
 CS0521'POWER LINE POLE, 26.0 FEET NORTHEAST OF THE CENTER OF THE MAIN ROAD,
 CS0521'1.8 FOOT SOUTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 CS0521'FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
 CS0521
 CS0521                          STATION RECOVERY (1961)
 CS0521
 CS0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0427 ***********************************************************************
 CS0427  DESIGNATION -  S 387 RESET 1953
 CS0427  PID         -  CS0427
 CS0427  STATE/COUNTY-  TX/HENDERSON
 CS0427  USGS QUAD   -  STYX (1962)
 CS0427
 CS0427                         *CURRENT SURVEY CONTROL
 CS0427  ___________________________________________________________________
 CS0427* NAD 83(1986)-  32 19 27.     (N)    096 16 45.     (W)     SCALED    
 CS0427* NAVD 88     -       110.73   (meters)     363.3    (feet)  RESET     
 CS0427  ___________________________________________________________________
 CS0427  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0427
 CS0427  VERT ORDER  -  THIRD
 CS0427
 CS0427.The horizontal coordinates were scaled from a topographic map and have
 CS0427.an estimated accuracy of +/- 6 seconds.
 CS0427
 CS0427.The orthometric height was computed from unverified reset data.
 CS0427
 CS0427.The geoid height was determined by GEOID03.
 CS0427
 CS0427;                    North         East    Units  Estimated Accuracy
 CS0427;SPC TXNC     - 2,075,120.      809,090.      MT  (+/- 180 meters Scaled)
 CS0427
 CS0427                          SUPERSEDED SURVEY CONTROL
 CS0427
 CS0427.No superseded survey control is available for this station.
 CS0427
 CS0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA561796(NAD 83)
 CS0427_MARKER: DB = BENCH MARK DISK
 CS0427_SETTING: 0 = UNSPECIFIED SETTING
 CS0427_STAMPING: S 387 RESET 1953
 CS0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0427
 CS0427  HISTORY     - Date     Condition        Report By
 CS0427  HISTORY     - 1953     MONUMENTED       CGS
 CS0427  HISTORY     - 1972     GOOD             LOCENG
 CS0427
 CS0427                          STATION DESCRIPTION
 CS0427
 CS0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CS0427'5.5 MI SE FROM STYX.
 CS0427'BENCH MARK IS LOCATED ABOUT 5.5 MILES SOUTHEAST FROM STYX AND 2.2
 CS0427'MILES WEST OF THE SMALL STORE AT ALEY, ALONG THE FARM-MARKET BLACK-TOP
 CS0427'HIGHWAY FROM STYX TO ALEY.  IT IS 5 FEET NORTH OF THE NORTH
 CS0427'RIGHT-OF-WAY LINE, 5 FEET NORTH OF A 24 INCH DIAMETER OAK AND 60 FEET
 CS0427'SOUTH OF AND IN RANGE WITH THE WEST SIDE OF A FARM HOUSE.  ITIS 1 FOOT
 CS0427'EAST OF THE WEST FENCE OF THE OPEN FARM YARD.  IT IS A FLUSH MARK.
 CS0427
 CS0427                          STATION RECOVERY (1972)
 CS0427
 CS0427'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0492 ***********************************************************************
 BZ0492  DESIGNATION -  S 388
 BZ0492  PID         -  BZ0492
 BZ0492  STATE/COUNTY-  TX/LEON
 BZ0492  USGS QUAD   -  NORMANGEE (1982)
 BZ0492
 BZ0492                         *CURRENT SURVEY CONTROL
 BZ0492  ___________________________________________________________________
 BZ0492* NAD 83(1986)-  31 04 10.     (N)    096 01 59.     (W)     SCALED    
 BZ0492* NAVD 88     -       110.20   (+/-2cm)     361.5    (feet)  VERTCON   
 BZ0492  ___________________________________________________________________
 BZ0492  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BZ0492
 BZ0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0492
 BZ0492.The horizontal coordinates were scaled from a topographic map and have
 BZ0492.an estimated accuracy of +/- 6 seconds.
 BZ0492
 BZ0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0492.The vertical order pertains to the NGVD 29 superseded value.
 BZ0492
 BZ0492.The geoid height was determined by GEOID03.
 BZ0492
 BZ0492;                    North         East    Units  Estimated Accuracy
 BZ0492;SPC TX C     - 3,163,440.    1,110,250.      MT  (+/- 180 meters Scaled)
 BZ0492
 BZ0492                          SUPERSEDED SURVEY CONTROL
 BZ0492
 BZ0492  NGVD 29 (??/??/92)  110.184  (m)          361.50   (f) ADJ UNCH    2 0
 BZ0492
 BZ0492.Superseded values are not recommended for survey control.
 BZ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0492.See file dsdata.txt to determine how the superseded data were derived.
 BZ0492
 BZ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV830410(NAD 83)
 BZ0492_MARKER: DB = BENCH MARK DISK
 BZ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0492_STAMPING: S 388 1947
 BZ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0492+STABILITY: SURFACE MOTION
 BZ0492
 BZ0492  HISTORY     - Date     Condition        Report By
 BZ0492  HISTORY     - 1947     MONUMENTED       CGS
 BZ0492
 BZ0492                          STATION DESCRIPTION
 BZ0492
 BZ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0492'6.0 MI NE FROM NORMANGEE.
 BZ0492'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BZ0492'GO EAST 0.3 MILE ALONG A GRAVELED ROAD, THENCE NORTHEAST 5.7 MILES
 BZ0492'ALONG STATE OSR HIGHWAY TO SITE OF MARK, BENCH MARK IS 60.8 FEET EAST
 BZ0492'OF THE EAST END OF A BOARD GATE, 46.4 FEET NORTH OF AND ABOUT LEVEL
 BZ0492'WITH THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTH OF A FENCE AND 1.5
 BZ0492'FEET WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BZ0492'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1910 ***********************************************************************
 BY1910  DESIGNATION -  S 389 RESET 1964
 BY1910  PID         -  BY1910
 BY1910  STATE/COUNTY-  TX/LEON
 BY1910  USGS QUAD   -  MIDDLETON (1972)
 BY1910
 BY1910                         *CURRENT SURVEY CONTROL
 BY1910  ___________________________________________________________________
 BY1910* NAD 83(1986)-  31 07 55.     (N)    095 51 21.     (W)     SCALED    
 BY1910* NAVD 88     -        79.30   (+/-2cm)     260.2    (feet)  VERTCON   
 BY1910  ___________________________________________________________________
 BY1910  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY1910
 BY1910  VERT ORDER  -  THIRD (See Below)
 BY1910
 BY1910.The horizontal coordinates were scaled from a topographic map and have
 BY1910.an estimated accuracy of +/- 6 seconds.
 BY1910
 BY1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1910.The vertical order pertains to the NGVD 29 superseded value.
 BY1910
 BY1910.The geoid height was determined by GEOID03.
 BY1910
 BY1910;                    North         East    Units  Estimated Accuracy
 BY1910;SPC TX C     - 3,171,030.    1,126,870.      MT  (+/- 180 meters Scaled)
 BY1910
 BY1910                          SUPERSEDED SURVEY CONTROL
 BY1910
 BY1910  NGVD 29 (??/??/??)   79.29   (m)          260.1    (f) RESET       3  
 BY1910
 BY1910.Superseded values are not recommended for survey control.
 BY1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1910.See file dsdata.txt to determine how the superseded data were derived.
 BY1910
 BY1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ276477(NAD 83)
 BY1910_MARKER: DB = BENCH MARK DISK
 BY1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1910_STAMPING: S 389 RESET 1964
 BY1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1910+STABILITY: SURFACE MOTION
 BY1910
 BY1910  HISTORY     - Date     Condition        Report By
 BY1910  HISTORY     - 1964     MONUMENTED       CGS
 BY1910
 BY1910                          STATION DESCRIPTION
 BY1910
 BY1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BY1910'3.9 MI S FROM MIDDLETON.
 BY1910'ABOUT 3.9 MILES SOUTH ALONG FM 1119 HIGHWAY FROM THE OLD STORE AND
 BY1910'POST OFFICE IN MIDDLETON, LEON COUNTY, TO SITE OF BENCH MARK ON THE
 BY1910'LEFT, ON LAND OWNED BY MRS. EVA SMITH.  98 FEET WEST OF THE NORTHWEST
 BY1910'CORNER OF HER HOUSE, 115 FEET EAST OF THE CENTER LINE OF FM 1119, 25
 BY1910'FEET NORTH OF THE DRIVEWAY, 54 FEET SOUTH OF A PROPERTY LINE FENCE,
 BY1910'AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD DISK STAMPED S
 BY1910'389 RESET 1964, IS SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 4
 BY1910'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0448 ***********************************************************************
 CS0448  DESIGNATION -  S 390
 CS0448  PID         -  CS0448
 CS0448  STATE/COUNTY-  TX/HENDERSON
 CS0448  USGS QUAD   -  TOOL (1981)
 CS0448
 CS0448                         *CURRENT SURVEY CONTROL
 CS0448  ___________________________________________________________________
 CS0448* NAD 83(1986)-  32 15 13.     (N)    096 09 09.     (W)     SCALED    
 CS0448* NAVD 88     -        95.060  (meters)     311.88   (feet)  ADJUSTED  
 CS0448  ___________________________________________________________________
 CS0448  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0448  DYNAMIC HT  -          94.951 (meters)     311.52  (feet)  COMP
 CS0448  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CS0448
 CS0448  VERT ORDER  -  SECOND    CLASS 0
 CS0448
 CS0448.The horizontal coordinates were scaled from a topographic map and have
 CS0448.an estimated accuracy of +/- 6 seconds.
 CS0448
 CS0448.The orthometric height was determined by differential leveling
 CS0448.and adjusted by the National Geodetic Survey in June 1991..
 CS0448
 CS0448.The geoid height was determined by GEOID03.
 CS0448
 CS0448.The dynamic height is computed by dividing the NAVD 88
 CS0448.geopotential number by the normal gravity value computed on the
 CS0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0448.degrees latitude (g = 980.6199 gals.).
 CS0448
 CS0448.The modeled gravity was interpolated from observed gravity values.
 CS0448
 CS0448;                    North         East    Units  Estimated Accuracy
 CS0448;SPC TXNC     - 2,067,560.      821,190.      MT  (+/- 180 meters Scaled)
 CS0448
 CS0448                          SUPERSEDED SURVEY CONTROL
 CS0448
 CS0448  NGVD 29 (??/??/92)   95.070  (m)          311.91   (f) ADJ UNCH    2 0
 CS0448
 CS0448.Superseded values are not recommended for survey control.
 CS0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0448.See file dsdata.txt to determine how the superseded data were derived.
 CS0448
 CS0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA682721(NAD 83)
 CS0448_MARKER: DB = BENCH MARK DISK
 CS0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0448_SP_SET: CULVERT
 CS0448_STAMPING: S 390 1947
 CS0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0448
 CS0448  HISTORY     - Date     Condition        Report By
 CS0448  HISTORY     - 1947     MONUMENTED       CGS
 CS0448  HISTORY     - 1972     GOOD             LOCENG
 CS0448
 CS0448                          STATION DESCRIPTION
 CS0448
 CS0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0448'8.55 MI NW FROM TRINIDAD.
 CS0448'8.55 MILES NORTHWEST ALONG STATE HIGHWAY NO.274 FROM THE ST. LOUIS
 CS0448'SOUTHWESTERN RAILWAY STATION AT TRINIDAD, AT THE JUNCTION OF A DIRT
 CS0448'ROAD LEADING EAST, 58.0 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD,
 CS0448'18.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, SET IN TOP OF THE
 CS0448'NORTHWEST END OF THE NORTHEAST HEAD-WALL OF A 3X6 FOOT CONCRETE
 CS0448'CULVERT UNDER THE HIGHWAY, ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 CS0448
 CS0448                          STATION RECOVERY (1972)
 CS0448
 CS0448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0606 ***********************************************************************
 DN0606  DESIGNATION -  S 391
 DN0606  PID         -  DN0606
 DN0606  STATE/COUNTY-  TX/WISE
 DN0606  USGS QUAD   -  RHOME (1972)
 DN0606
 DN0606                         *CURRENT SURVEY CONTROL
 DN0606  ___________________________________________________________________
 DN0606* NAD 83(1986)-  33 02 02.     (N)    097 27 03.     (W)     SCALED    
 DN0606* NAVD 88     -       275.820  (meters)     904.92   (feet)  ADJUSTED  
 DN0606  ___________________________________________________________________
 DN0606  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DN0606  DYNAMIC HT  -         275.495 (meters)     903.85  (feet)  COMP
 DN0606  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 DN0606
 DN0606  VERT ORDER  -  FIRST     CLASS II
 DN0606
 DN0606.The horizontal coordinates were scaled from a topographic map and have
 DN0606.an estimated accuracy of +/- 6 seconds.
 DN0606
 DN0606.The orthometric height was determined by differential leveling
 DN0606.and adjusted by the National Geodetic Survey in June 1991..
 DN0606.WARNING-Repeat measurements at this control monument indicate possible
 DN0606.vertical movement.
 DN0606
 DN0606.The geoid height was determined by GEOID03.
 DN0606
 DN0606.The dynamic height is computed by dividing the NAVD 88
 DN0606.geopotential number by the normal gravity value computed on the
 DN0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0606.degrees latitude (g = 980.6199 gals.).
 DN0606
 DN0606.The modeled gravity was interpolated from observed gravity values.
 DN0606
 DN0606;                    North         East    Units  Estimated Accuracy
 DN0606;SPC TXNC     - 2,152,100.      698,000.      MT  (+/- 180 meters Scaled)
 DN0606
 DN0606                          SUPERSEDED SURVEY CONTROL
 DN0606
 DN0606  NGVD 29 (??/??/92)  275.800  (m)          904.85   (f) ADJ UNCH    1 2
 DN0606
 DN0606.Superseded values are not recommended for survey control.
 DN0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0606.See file dsdata.txt to determine how the superseded data were derived.
 DN0606
 DN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB446561(NAD 83)
 DN0606_MARKER: DB = BENCH MARK DISK
 DN0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0606_SP_SET: CULVERT
 DN0606_STAMPING: S 391 1947
 DN0606_MARK LOGO: CGS   
 DN0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0606
 DN0606  HISTORY     - Date     Condition        Report By
 DN0606  HISTORY     - 1947     MONUMENTED       CGS
 DN0606  HISTORY     - 1984     GOOD             NGS
 DN0606  HISTORY     - 19990827 MARK NOT FOUND   USPSQD
 DN0606
 DN0606                          STATION DESCRIPTION
 DN0606
 DN0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DN0606'1.8 MI SE FROM RHOME.
 DN0606'ABOUT 1.8 MILES SOUTHEAST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 DN0606'FROM THE STATION AT RHOME, ABOUT 0.2 MILE SOUTHEAST OF A ROAD
 DN0606'CROSSING, 76.0 FEET SOUTHWEST OF AND ABOUT 2.0 FEET LOWER THAN THE
 DN0606'CENTER LINE OF THE TRACK, 28.0 FEET NORTHEAST OF THE CENTER LINE OF
 DN0606'U.S. HIGHWAY NO. 81, ON TOP OF THE NORTHWEST END OF THE NORTHEAST
 DN0606'HEADWALL OF A 4 X 5 FT. CONCRETE CULVERT UNDER THE HIGHWAY.  A BRONZE
 DN0606'BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 DN0606
 DN0606                          STATION RECOVERY (1984)
 DN0606
 DN0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0606'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0606'TO REACH FOLLOWS.  3.0 KM (1.85 MI) SOUTHEASTERLY ALONG THE BURLINGTON
 DN0606'NORTHERN RAILROAD FROM ITS JUNCTION WITH 2ND STREET IN RHOME.
 DN0606
 DN0606                          STATION RECOVERY (1999)
 DN0606
 DN0606'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0470 ***********************************************************************
 CS0470  DESIGNATION -  S 392
 CS0470  PID         -  CS0470
 CS0470  STATE/COUNTY-  TX/HENDERSON
 CS0470  USGS QUAD   -  MABANK (1981)
 CS0470
 CS0470                         *CURRENT SURVEY CONTROL
 CS0470  ___________________________________________________________________
 CS0470* NAD 83(1986)-  32 17 30.     (N)    096 03 14.     (W)     SCALED    
 CS0470* NAVD 88     -       120.334  (meters)     394.80   (feet)  ADJUSTED  
 CS0470  ___________________________________________________________________
 CS0470  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0470  DYNAMIC HT  -         120.196 (meters)     394.34  (feet)  COMP
 CS0470  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CS0470
 CS0470  VERT ORDER  -  SECOND    CLASS 0
 CS0470
 CS0470.The horizontal coordinates were scaled from a topographic map and have
 CS0470.an estimated accuracy of +/- 6 seconds.
 CS0470
 CS0470.The orthometric height was determined by differential leveling
 CS0470.and adjusted by the National Geodetic Survey in June 1991..
 CS0470
 CS0470.The geoid height was determined by GEOID03.
 CS0470
 CS0470.The dynamic height is computed by dividing the NAVD 88
 CS0470.geopotential number by the normal gravity value computed on the
 CS0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0470.degrees latitude (g = 980.6199 gals.).
 CS0470
 CS0470.The modeled gravity was interpolated from observed gravity values.
 CS0470
 CS0470;                    North         East    Units  Estimated Accuracy
 CS0470;SPC TXNC     - 2,071,990.      830,380.      MT  (+/- 180 meters Scaled)
 CS0470
 CS0470                          SUPERSEDED SURVEY CONTROL
 CS0470
 CS0470  NGVD 29 (??/??/92)  120.33   (m)          394.8    (f) COMPUTED    2 0
 CS0470
 CS0470.Superseded values are not recommended for survey control.
 CS0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0470.See file dsdata.txt to determine how the superseded data were derived.
 CS0470
 CS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA774765(NAD 83)
 CS0470_MARKER: DB = BENCH MARK DISK
 CS0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0470_STAMPING: S 392 1947
 CS0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0470+STABILITY: SURFACE MOTION
 CS0470
 CS0470  HISTORY     - Date     Condition        Report By
 CS0470  HISTORY     - 1947     MONUMENTED       CGS
 CS0470  HISTORY     - 1960     MARK NOT FOUND   USGS
 CS0470
 CS0470                          STATION DESCRIPTION
 CS0470
 CS0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0470'3.8 MI SW FROM EUSTACE.
 CS0470'1.0 MILE SOUTH ALONG THE EUSTACE - PAYNE SPRING ROAD FROM THE HIGH
 CS0470'SCHOOL AT EUSTACE, THENCE 2.8 MILES WEST ALONG THE EUSTACE - PAYNE
 CS0470'SPRING ROAD TO A CROSS ROAD AND THE SITE OF THE MARK, 0.2 MILE WEST OF
 CS0470'A GARAGE AND SERVICE STATION, 128 FEET SOUTH OF THE CENTER LINE OF AN
 CS0470'EAST AND WEST ROAD, 51 FEET WEST OF THE CENTER LINE OF A NORTH AND
 CS0470'SOUTH ROAD, 30 FEET NORTHWEST OF A FENCE CORNER, 27 FEET SOUTHEAST OF
 CS0470'THE CENTER OF A GATE ACROSS A PRIVATE ROAD WHICH LEADS TO A FARM
 CS0470'HOUSE, 3 FEET SOUTHEAST OF A 4X4 MARKER POST, 1 FOOT NORTHEAST OF A
 CS0470'FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS0470'1 INCH ABOVE THE GROUND.
 CS0470
 CS0470                          STATION RECOVERY (1960)
 CS0470
 CS0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CS0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0684 ***********************************************************************
 CS0684  DESIGNATION -  S 393
 CS0684  PID         -  CS0684
 CS0684  STATE/COUNTY-  TX/NAVARRO
 CS0684  USGS QUAD   -  POWELL (1959)
 CS0684
 CS0684                         *CURRENT SURVEY CONTROL
 CS0684  ___________________________________________________________________
 CS0684* NAD 83(1986)-  32 01 31.     (N)    096 16 21.     (W)     SCALED    
 CS0684* NAVD 88     -       113.394  (meters)     372.03   (feet)  ADJUSTED  
 CS0684  ___________________________________________________________________
 CS0684  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0684  DYNAMIC HT  -         113.261 (meters)     371.59  (feet)  COMP
 CS0684  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 CS0684
 CS0684  VERT ORDER  -  SECOND    CLASS 0
 CS0684
 CS0684.The horizontal coordinates were scaled from a topographic map and have
 CS0684.an estimated accuracy of +/- 6 seconds.
 CS0684
 CS0684.The orthometric height was determined by differential leveling
 CS0684.and adjusted by the National Geodetic Survey in June 1991..
 CS0684
 CS0684.The geoid height was determined by GEOID03.
 CS0684
 CS0684.The dynamic height is computed by dividing the NAVD 88
 CS0684.geopotential number by the normal gravity value computed on the
 CS0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0684.degrees latitude (g = 980.6199 gals.).
 CS0684
 CS0684.The modeled gravity was interpolated from observed gravity values.
 CS0684
 CS0684;                    North         East    Units  Estimated Accuracy
 CS0684;SPC TXNC     - 2,042,000.      810,420.      MT  (+/- 180 meters Scaled)
 CS0684
 CS0684                          SUPERSEDED SURVEY CONTROL
 CS0684
 CS0684  NGVD 29 (??/??/92)  113.390  (m)          372.01   (f) ADJ UNCH    2 0
 CS0684
 CS0684.Superseded values are not recommended for survey control.
 CS0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0684.See file dsdata.txt to determine how the superseded data were derived.
 CS0684
 CS0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA575464(NAD 83)
 CS0684_MARKER: DB = BENCH MARK DISK
 CS0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0684_STAMPING: S 393 1947
 CS0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0684+STABILITY: SURFACE MOTION
 CS0684
 CS0684  HISTORY     - Date     Condition        Report By
 CS0684  HISTORY     - 1947     MONUMENTED       CGS
 CS0684  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0684
 CS0684                          STATION DESCRIPTION
 CS0684
 CS0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0684'1.9 MI NE FROM EUREKA.
 CS0684'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 CS0684'EUREKA, THENCE 1.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD TO AN
 CS0684'INTERSECTION WITH A NORTH AND SOUTH ROAD, THENCE 0.1 MILE SOUTH ALONG
 CS0684'A GRADED DIRT ROAD TO A JUNCTION WITH A T ROAD LEADING EAST AND THE
 CS0684'SITE OF THE MARK, 0.4 MILE NORTH OF THE RESIDENCE OF H. BARROW, 33
 CS0684'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 22 FEET SOUTH
 CS0684'OF THE CENTER LINE OF A ROAD LEADING EAST, 2 FEET WEST OF A 4X4 MARKER
 CS0684'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS0684
 CS0684                          STATION RECOVERY (2002)
 CS0684
 CS0684'RECOVERY NOTE BY US POWER SQUADRON 2002
 CS0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1024 ***********************************************************************
 CS1024  DESIGNATION -  S 394
 CS1024  PID         -  CS1024
 CS1024  STATE/COUNTY-  TX/DALLAS
 CS1024  USGS QUAD   -  DALLAS (1981)
 CS1024
 CS1024                         *CURRENT SURVEY CONTROL
 CS1024  ___________________________________________________________________
 CS1024* NAD 83(1986)-  32 51 55.     (N)    096 48 12.     (W)     SCALED    
 CS1024* NAVD 88     -       177.425  (meters)     582.10   (feet)  ADJUSTED  
 CS1024  ___________________________________________________________________
 CS1024  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CS1024  DYNAMIC HT  -         177.224 (meters)     581.44  (feet)  COMP
 CS1024  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 CS1024
 CS1024  VERT ORDER  -  FIRST     CLASS II
 CS1024
 CS1024.The horizontal coordinates were scaled from a topographic map and have
 CS1024.an estimated accuracy of +/- 6 seconds.
 CS1024
 CS1024.The orthometric height was determined by differential leveling
 CS1024.and adjusted by the National Geodetic Survey in June 1991..
 CS1024
 CS1024.The geoid height was determined by GEOID03.
 CS1024
 CS1024.The dynamic height is computed by dividing the NAVD 88
 CS1024.geopotential number by the normal gravity value computed on the
 CS1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1024.degrees latitude (g = 980.6199 gals.).
 CS1024
 CS1024.The modeled gravity was interpolated from observed gravity values.
 CS1024
 CS1024;                    North         East    Units  Estimated Accuracy
 CS1024;SPC TXNC     - 2,134,200.      758,770.      MT  (+/- 180 meters Scaled)
 CS1024
 CS1024                          SUPERSEDED SURVEY CONTROL
 CS1024
 CS1024  NGVD 29 (??/??/92)  177.436  (m)          582.14   (f) ADJ UNCH    1 2
 CS1024
 CS1024.Superseded values are not recommended for survey control.
 CS1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1024.See file dsdata.txt to determine how the superseded data were derived.
 CS1024
 CS1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB055384(NAD 83)
 CS1024_MARKER: DD = SURVEY DISK
 CS1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1024_STAMPING: S 394 1947 1 A
 CS1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1024+STABILITY: SURFACE MOTION
 CS1024
 CS1024  HISTORY     - Date     Condition        Report By
 CS1024  HISTORY     - 1947     MONUMENTED       TX1730
 CS1024  HISTORY     - 1947     GOOD             NGS
 CS1024  HISTORY     - 1958     GOOD             NGS
 CS1024  HISTORY     - 1998     MARK NOT FOUND   NGS
 CS1024
 CS1024                          STATION DESCRIPTION
 CS1024
 CS1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1024'IN DALLAS.
 CS1024'AT DALLAS, AT THE INTERSECTION OF NORTHWEST HIGHWAY AND PRESTON ROAD,
 CS1024'IN THE SAFETY ISLAND AT THE NORTHWEST CORNER OF A GULF SERVICE
 CS1024'STATION, 48.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 CS1024'NORTHWEST HIGHWAY, 42.5 FEET EAST OF THE CENTER LINE OF PRESTON ROAD,
 CS1024'6.2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF CONCRETE CURB AND 5.5
 CS1024'FEET EAST OF A TELEPHONE POLE.  A BRONZE DISK SET IN THE TOP OF A
 CS1024'CONCRETE POST FLUSH WITH THE SIDEWALK.
 CS1024
 CS1024                          STATION RECOVERY (1958)
 CS1024
 CS1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1024'RECOVERED IN GOOD CONDITION.
 CS1024
 CS1024                          STATION RECOVERY (1998)
 CS1024
 CS1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (BES)
 CS1024'STATION WAS REPORTED BY USGS AS BEING KNOCKED OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0573 ***********************************************************************
 CR0573  DESIGNATION -  S 396
 CR0573  PID         -  CR0573
 CR0573  STATE/COUNTY-  TX/HENDERSON
 CR0573  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0573
 CR0573                         *CURRENT SURVEY CONTROL
 CR0573  ___________________________________________________________________
 CR0573* NAD 83(1986)-  32 05 04.     (N)    095 48 56.     (W)     SCALED    
 CR0573* NAVD 88     -       101.454  (meters)     332.85   (feet)  ADJUSTED  
 CR0573  ___________________________________________________________________
 CR0573  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR0573  DYNAMIC HT  -         101.336 (meters)     332.47  (feet)  COMP
 CR0573  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 CR0573
 CR0573  VERT ORDER  -  SECOND    CLASS 0
 CR0573
 CR0573.The horizontal coordinates were scaled from a topographic map and have
 CR0573.an estimated accuracy of +/- 6 seconds.
 CR0573
 CR0573.The orthometric height was determined by differential leveling
 CR0573.and adjusted by the National Geodetic Survey in June 1991..
 CR0573
 CR0573.The geoid height was determined by GEOID03.
 CR0573
 CR0573.The dynamic height is computed by dividing the NAVD 88
 CR0573.geopotential number by the normal gravity value computed on the
 CR0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0573.degrees latitude (g = 980.6199 gals.).
 CR0573
 CR0573.The modeled gravity was interpolated from observed gravity values.
 CR0573
 CR0573;                    North         East    Units  Estimated Accuracy
 CR0573;SPC TXNC     - 2,049,570.      853,410.      MT  (+/- 180 meters Scaled)
 CR0573
 CR0573                          SUPERSEDED SURVEY CONTROL
 CR0573
 CR0573  NGVD 29 (??/??/92)  101.454  (m)          332.85   (f) ADJ UNCH    2 0
 CR0573
 CR0573.Superseded values are not recommended for survey control.
 CR0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0573.See file dsdata.txt to determine how the superseded data were derived.
 CR0573
 CR0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR342532(NAD 83)
 CR0573_MARKER: DB = BENCH MARK DISK
 CR0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0573_STAMPING: S 396 1947
 CR0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0573+STABILITY: SURFACE MOTION
 CR0573
 CR0573  HISTORY     - Date     Condition        Report By
 CR0573  HISTORY     - 1947     MONUMENTED       CGS
 CR0573  HISTORY     - 1978     GOOD             USGS
 CR0573
 CR0573                          STATION DESCRIPTION
 CR0573
 CR0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0573'9.0 MI SW FROM ATHENS.
 CR0573'8.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT ATHENS,
 CR0573'THENCE 0.8 MILES WEST ALONG A DIRT ROAD LEADING TO KOON KREEK KLUB, 39
 CR0573'FEET NORTHWEST OF THE CENTER OF A CATTLE GUARD, 33 FEET NORTH OF THE
 CR0573'CENTER LINE OF THE ROAD, 28 FEET WEST OF A NORTH AND SOUTH FENCE, 3
 CR0573'FEET SOUTH OF A TELEPHONE LINE, 2 FEET EAST OF A 4X4 MARKER POST, 1
 CR0573'FOOT SOUTH OF AN EAST AND WEST FENCE.  A BRONZE DISK SET IN THE TOP OF
 CR0573'A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CR0573
 CR0573                          STATION RECOVERY (1978)
 CR0573
 CR0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0573'8.3 MI. SOUTH, ALONG HWY. 19, FROM THE HENDERSON CO. COURTHOUSE IN
 CR0573'ATHENS TO THE ENTRANCE RD. TO THE KOON KREEK KLUB, THEN 0.6 MI. WEST,
 CR0573'ALONG THE ENTRANCE RD., TO A FENCE SOUTH, THEN 1600 FEET SOUTH, ALONG
 CR0573'THE FENCE, TO AN OLD ROAD AND A GATE. THE BENCH MARK IS 28 FEET WEST
 CR0573'OF A NORTH AND SOUTH FENCE, 33 FEET NORTH OF THE C/L OF THE OLD RD.,
 CR0573'39 FEET NW OF THE GATE, 1 FOOT SOUTH OF AN EAST AND WEST FENCE. SET
 CR0573'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES, A STANDARD
 CR0573'TABLET STAMPED S 396 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0514 ***********************************************************************
 CS0514  DESIGNATION -  S 397
 CS0514  PID         -  CS0514
 CS0514  STATE/COUNTY-  TX/NAVARRO
 CS0514  USGS QUAD   -  BAZETTE (1976)
 CS0514
 CS0514                         *CURRENT SURVEY CONTROL
 CS0514  ___________________________________________________________________
 CS0514* NAD 83(1986)-  32 14 09.     (N)    096 19 42.     (W)     SCALED    
 CS0514* NAVD 88     -        93.034  (meters)     305.23   (feet)  ADJUSTED  
 CS0514  ___________________________________________________________________
 CS0514  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0514  DYNAMIC HT  -          92.927 (meters)     304.88  (feet)  COMP
 CS0514  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 CS0514
 CS0514  VERT ORDER  -  SECOND    CLASS 0
 CS0514
 CS0514.The horizontal coordinates were scaled from a topographic map and have
 CS0514.an estimated accuracy of +/- 6 seconds.
 CS0514
 CS0514.The orthometric height was determined by differential leveling
 CS0514.and adjusted by the National Geodetic Survey in June 1991..
 CS0514
 CS0514.The geoid height was determined by GEOID03.
 CS0514
 CS0514.The dynamic height is computed by dividing the NAVD 88
 CS0514.geopotential number by the normal gravity value computed on the
 CS0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0514.degrees latitude (g = 980.6199 gals.).
 CS0514
 CS0514.The modeled gravity was interpolated from observed gravity values.
 CS0514
 CS0514;                    North         East    Units  Estimated Accuracy
 CS0514;SPC TXNC     - 2,065,230.      804,660.      MT  (+/- 180 meters Scaled)
 CS0514
 CS0514                          SUPERSEDED SURVEY CONTROL
 CS0514
 CS0514  NGVD 29 (??/??/92)   93.040  (m)          305.25   (f) ADJ UNCH    2 0
 CS0514
 CS0514.Superseded values are not recommended for survey control.
 CS0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0514.See file dsdata.txt to determine how the superseded data were derived.
 CS0514
 CS0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA517697(NAD 83)
 CS0514_MARKER: DB = BENCH MARK DISK
 CS0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0514_STAMPING: S 397 1947
 CS0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0514+STABILITY: SURFACE MOTION
 CS0514
 CS0514  HISTORY     - Date     Condition        Report By
 CS0514  HISTORY     - 1947     MONUMENTED       CGS
 CS0514  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0514
 CS0514                          STATION DESCRIPTION
 CS0514
 CS0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0514'1.9 MI NE FROM MONTFORT.
 CS0514'0.2 MILE NORTHWEST AND 1.7 MILE NORTHEAST ALONG THE MONTFORT-BAZETTE
 CS0514'ROAD FROM THE GENERAL STORE AT MONTFORT, AT A ROAD JUNCTION AND IN THE
 CS0514'FARM YARD OF A FARM BELONGING TO J.O. BURKE OF CORSICANA, TEXAS, 54.0
 CS0514'FEET NORTHWEST OF THE CENTER OF THE NORTHEAST-SOUTHWEST ROAD, 22.0
 CS0514'FEET SOUTHEAST OF THE EAST CORNER OF A WHITE FRAME FARM HOUSE, 12.0
 CS0514'FEET NORTHEAST OF A POINT IN LINE WITH THE CENTER OF A DIRT ROAD
 CS0514'LEADING SOUTHEAST TO BAZETTE, 6.0 FEET SOUTHEAST OF A 15-INCH COTTON
 CS0514'WOOD TREE, 1.5 FOOT NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE
 CS0514'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
 CS0514
 CS0514                          STATION RECOVERY (1961)
 CS0514
 CS0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2293 ***********************************************************************
 BY2293  DESIGNATION -  S 398
 BY2293  PID         -  BY2293
 BY2293  STATE/COUNTY-  TX/ANDERSON
 BY2293  USGS QUAD   -  BLACKFOOT (1982)
 BY2293
 BY2293                         *CURRENT SURVEY CONTROL
 BY2293  ___________________________________________________________________
 BY2293* NAD 83(1986)-  31 55 06.     (N)    095 50 12.     (W)     SCALED    
 BY2293* NAVD 88     -       112.178  (meters)     368.04   (feet)  ADJUSTED  
 BY2293  ___________________________________________________________________
 BY2293  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BY2293  DYNAMIC HT  -         112.045 (meters)     367.60  (feet)  COMP
 BY2293  MODELED GRAV-     979,451.3   (mgal)                       NAVD 88
 BY2293
 BY2293  VERT ORDER  -  SECOND    CLASS 0
 BY2293
 BY2293.The horizontal coordinates were scaled from a topographic map and have
 BY2293.an estimated accuracy of +/- 6 seconds.
 BY2293
 BY2293.The orthometric height was determined by differential leveling
 BY2293.and adjusted by the National Geodetic Survey in June 1991..
 BY2293
 BY2293.The geoid height was determined by GEOID03.
 BY2293
 BY2293.The dynamic height is computed by dividing the NAVD 88
 BY2293.geopotential number by the normal gravity value computed on the
 BY2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2293.degrees latitude (g = 980.6199 gals.).
 BY2293
 BY2293.The modeled gravity was interpolated from observed gravity values.
 BY2293
 BY2293;                    North         East    Units  Estimated Accuracy
 BY2293;SPC TX C     - 3,258,220.    1,125,170.      MT  (+/- 180 meters Scaled)
 BY2293
 BY2293                          SUPERSEDED SURVEY CONTROL
 BY2293
 BY2293  NGVD 29 (??/??/92)  112.165  (m)          367.99   (f) ADJ UNCH    2 0
 BY2293
 BY2293.Superseded values are not recommended for survey control.
 BY2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2293.See file dsdata.txt to determine how the superseded data were derived.
 BY2293
 BY2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR317348(NAD 83)
 BY2293_MARKER: DB = BENCH MARK DISK
 BY2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2293_STAMPING: S 398 1947
 BY2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2293+STABILITY: SURFACE MOTION
 BY2293
 BY2293  HISTORY     - Date     Condition        Report By
 BY2293  HISTORY     - 1947     MONUMENTED       CGS
 BY2293
 BY2293                          STATION DESCRIPTION
 BY2293
 BY2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2293'8.0 MI NW FROM TENNESSEE COLONY.
 BY2293'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2293'TENNESSEE COLONY, THENCE 4.3 MILES NORTH ALONG A NARROW OILED ROAD TO
 BY2293'THE FRIENDSHIP BAPTIST CHURCH, THENCE 1.1 MILES SOUTHEAST ALONG A
 BY2293'COUNTY ROAD TO THE TOP OF A HILL AND THE SITE OF THE MARK, 30 FEET
 BY2293'WEST OF A 10 INCH OAK TREE, 19 FEET SOUTH OF THE CENTER LINE OF THE
 BY2293'ROAD, 7 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET WEST OF A 4X4 MARKER
 BY2293'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0603 ***********************************************************************
 CR0603  DESIGNATION -  S 399
 CR0603  PID         -  CR0603
 CR0603  STATE/COUNTY-  TX/HENDERSON
 CR0603  USGS QUAD   -  CROSS ROADS (1984)
 CR0603
 CR0603                         *CURRENT SURVEY CONTROL
 CR0603  ___________________________________________________________________
 CR0603* NAD 83(1986)-  32 02 40.     (N)    095 57 58.     (W)     SCALED    
 CR0603* NAVD 88     -       114.354  (meters)     375.18   (feet)  ADJUSTED  
 CR0603  ___________________________________________________________________
 CR0603  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0603  DYNAMIC HT  -         114.220 (meters)     374.74  (feet)  COMP
 CR0603  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 CR0603
 CR0603  VERT ORDER  -  SECOND    CLASS 0
 CR0603
 CR0603.The horizontal coordinates were scaled from a topographic map and have
 CR0603.an estimated accuracy of +/- 6 seconds.
 CR0603
 CR0603.The orthometric height was determined by differential leveling
 CR0603.and adjusted by the National Geodetic Survey in June 1991..
 CR0603
 CR0603.The geoid height was determined by GEOID03.
 CR0603
 CR0603.The dynamic height is computed by dividing the NAVD 88
 CR0603.geopotential number by the normal gravity value computed on the
 CR0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0603.degrees latitude (g = 980.6199 gals.).
 CR0603
 CR0603.The modeled gravity was interpolated from observed gravity values.
 CR0603
 CR0603;                    North         East    Units  Estimated Accuracy
 CR0603;SPC TXNC     - 2,044,780.      839,300.      MT  (+/- 180 meters Scaled)
 CR0603
 CR0603                          SUPERSEDED SURVEY CONTROL
 CR0603
 CR0603  NGVD 29 (??/??/92)  114.356  (m)          375.18   (f) ADJ UNCH    2 0
 CR0603
 CR0603.Superseded values are not recommended for survey control.
 CR0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0603.See file dsdata.txt to determine how the superseded data were derived.
 CR0603
 CR0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR199492(NAD 83)
 CR0603_MARKER: DB = BENCH MARK DISK
 CR0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0603_STAMPING: S 399 1947
 CR0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0603+STABILITY: SURFACE MOTION
 CR0603
 CR0603  HISTORY     - Date     Condition        Report By
 CR0603  HISTORY     - 1947     MONUMENTED       CGS
 CR0603
 CR0603                          STATION DESCRIPTION
 CR0603
 CR0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0603'0.5 MI S FROM CROSS ROAD.
 CR0603'ALONG THE MAIN ROAD LEADING TO CAYUGA.  0.5 MILE SOUTH OF CROSS ROAD
 CR0603'SCHOOL.  NEAR A FARM HOUSE.  IN A FENCE CORNER.  39 FEET SOUTHWEST OF
 CR0603'THE CENTER OF THE ROAD.  4 FEET NORTHWEST OF A CORNER FENCE POST.  3
 CR0603'FEET WEST OF A WIRE FENCE.  2 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0972 ***********************************************************************
 BZ0972  DESIGNATION -  S 4
 BZ0972  PID         -  BZ0972
 BZ0972  STATE/COUNTY-  TX/CORYELL
 BZ0972  USGS QUAD   -  COPPERAS COVE (1995)
 BZ0972
 BZ0972                         *CURRENT SURVEY CONTROL
 BZ0972  ___________________________________________________________________
 BZ0972* NAD 83(1986)-  31 07 19.     (N)    097 53 40.     (W)     SCALED    
 BZ0972* NAVD 88     -       326.941  (meters)    1072.64   (feet)  ADJUSTED  
 BZ0972  ___________________________________________________________________
 BZ0972  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BZ0972  DYNAMIC HT  -         326.502 (meters)    1071.20  (feet)  COMP
 BZ0972  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 BZ0972
 BZ0972  VERT ORDER  -  FIRST     CLASS II
 BZ0972
 BZ0972.The horizontal coordinates were scaled from a topographic map and have
 BZ0972.an estimated accuracy of +/- 6 seconds.
 BZ0972
 BZ0972.The orthometric height was determined by differential leveling
 BZ0972.and adjusted by the National Geodetic Survey in June 1991..
 BZ0972.WARNING-Repeat measurements at this control monument indicate possible
 BZ0972.vertical movement.
 BZ0972
 BZ0972.The geoid height was determined by GEOID03.
 BZ0972
 BZ0972.The dynamic height is computed by dividing the NAVD 88
 BZ0972.geopotential number by the normal gravity value computed on the
 BZ0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0972.degrees latitude (g = 980.6199 gals.).
 BZ0972
 BZ0972.The modeled gravity was interpolated from observed gravity values.
 BZ0972
 BZ0972;                    North         East    Units  Estimated Accuracy
 BZ0972;SPC TX C     - 3,163,880.      932,580.      MT  (+/- 180 meters Scaled)
 BZ0972
 BZ0972                          SUPERSEDED SURVEY CONTROL
 BZ0972
 BZ0972  NGVD 29 (??/??/92)  326.846  (m)         1072.33   (f) ADJ UNCH    1 2
 BZ0972
 BZ0972.Superseded values are not recommended for survey control.
 BZ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0972.See file dsdata.txt to determine how the superseded data were derived.
 BZ0972
 BZ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV054436(NAD 83)
 BZ0972_MARKER: Z = SEE DESCRIPTION
 BZ0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0972_SP_SET: STONE
 BZ0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0972+STABILITY: SURFACE MOTION
 BZ0972
 BZ0972  HISTORY     - Date     Condition        Report By
 BZ0972  HISTORY     - UNK      MONUMENTED       CGS
 BZ0972  HISTORY     - 1953     GOOD             NGS
 BZ0972  HISTORY     - 1957     GOOD             DOD
 BZ0972  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0972  HISTORY     - 20040127 MARK NOT FOUND   USPSQD
 BZ0972
 BZ0972                          STATION DESCRIPTION
 BZ0972
 BZ0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BZ0972'0.4 MI E FROM COPPERAS COVE.
 BZ0972'0.4 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0972'STATION AT COPPERAS COVE, CORYELL COUNTY, AT STONE ARCH 253 C, ON THE
 BZ0972'NORTH TOP STONE, 2 INCHES FROM THE NORTH AND EAST EDGES OF THE STONE,
 BZ0972'AND ABOUT 4 FEET LOWER THAN THE TRACK.
 BZ0972
 BZ0972                          STATION RECOVERY (1957)
 BZ0972
 BZ0972'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 BZ0972'RECOVERED IN GOOD CONDITION.
 BZ0972
 BZ0972                          STATION RECOVERY (1983)
 BZ0972
 BZ0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0972'MARK NOT FOUND.
 BZ0972
 BZ0972                          STATION RECOVERY (2004)
 BZ0972
 BZ0972'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BZ0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1510 ***********************************************************************
 BY1510  DESIGNATION -  S 4
 BY1510  PID         -  BY1510
 BY1510  STATE/COUNTY-  TX/HOUSTON
 BY1510  USGS QUAD   -  KENNARD (1951)
 BY1510
 BY1510                         *CURRENT SURVEY CONTROL
 BY1510  ___________________________________________________________________
 BY1510* NAD 83(1986)-  31 19 11.     (N)    095 14 42.     (W)     SCALED    
 BY1510* NAVD 88     -       115.06   (+/-2cm)     377.5    (feet)  VERTCON   
 BY1510  ___________________________________________________________________
 BY1510  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1510
 BY1510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1510
 BY1510.The horizontal coordinates were scaled from a topographic map and have
 BY1510.an estimated accuracy of +/- 6 seconds.
 BY1510
 BY1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1510.The vertical order pertains to the NGVD 29 superseded value.
 BY1510
 BY1510.The geoid height was determined by GEOID03.
 BY1510
 BY1510;                    North         East    Units  Estimated Accuracy
 BY1510;SPC TX C     - 3,194,330.    1,184,110.      MT  (+/- 180 meters Scaled)
 BY1510
 BY1510                          SUPERSEDED SURVEY CONTROL
 BY1510
 BY1510  NGVD 29 (??/??/92)  115.069  (m)          377.52   (f) ADJ UNCH    2 0
 BY1510
 BY1510.Superseded values are not recommended for survey control.
 BY1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1510.See file dsdata.txt to determine how the superseded data were derived.
 BY1510
 BY1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ863672(NAD 83)
 BY1510_MARKER: DD = SURVEY DISK
 BY1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1510_STAMPING: S 4 1948
 BY1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1510+STABILITY: SURFACE MOTION
 BY1510
 BY1510  HISTORY     - Date     Condition        Report By
 BY1510  HISTORY     - 1948     MONUMENTED       USGS
 BY1510  HISTORY     - 1948     GOOD             NGS
 BY1510
 BY1510                          STATION DESCRIPTION
 BY1510
 BY1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1510'6.20 MI S FROM KENNARD.
 BY1510'4.25 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1510'SERVICE ROAD NO. 25 AT KENNARD, THENCE 1.95 MILES SOUTH ALONG FOREST
 BY1510'SERVICE ROAD NO. 14, 0.1 MILE SOUTH OF A BRIDGE OVER SMITH BRANCH,
 BY1510'31.0 FEET NORTH OF THE CENTER LINE OF THE ROAD MEASURED FROM A POINT
 BY1510'137.0 FEET NORTH OF THE CENTER OF THE JUNCTION OF A ROAD LEADING EAST
 BY1510'(TRAIL LEADING WEST LEADS TO SPIKED TREE NO. 10), 37.0 FEET NORTHWEST
 BY1510'OF THE WEST END OF AN 18-INCH CONCRETE PIPE CULVERT UNDER THE ROAD,
 BY1510'2.0 FEET NORTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 BY1510'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0080 ***********************************************************************
 AO0080  DESIGNATION -  S 40
 AO0080  PID         -  AO0080
 AO0080  STATE/COUNTY-  TX/LIVE OAK
 AO0080  USGS QUAD   -  THREE RIVERS (1984)
 AO0080
 AO0080                         *CURRENT SURVEY CONTROL
 AO0080  ___________________________________________________________________
 AO0080* NAD 83(1986)-  28 27 39.     (N)    098 10 53.     (W)     SCALED    
 AO0080* NAVD 88     -        44.413  (meters)     145.71   (feet)  ADJUSTED  
 AO0080  ___________________________________________________________________
 AO0080  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AO0080  DYNAMIC HT  -          44.347 (meters)     145.50  (feet)  COMP
 AO0080  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 AO0080
 AO0080  VERT ORDER  -  SECOND    CLASS 0
 AO0080
 AO0080.The horizontal coordinates were scaled from a topographic map and have
 AO0080.an estimated accuracy of +/- 6 seconds.
 AO0080
 AO0080.The orthometric height was determined by differential leveling
 AO0080.and adjusted by the National Geodetic Survey in June 1991..
 AO0080
 AO0080.The geoid height was determined by GEOID03.
 AO0080
 AO0080.The dynamic height is computed by dividing the NAVD 88
 AO0080.geopotential number by the normal gravity value computed on the
 AO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0080.degrees latitude (g = 980.6199 gals.).
 AO0080
 AO0080.The modeled gravity was interpolated from observed gravity values.
 AO0080
 AO0080;                    North         East    Units  Estimated Accuracy
 AO0080;SPC TXSC     - 4,069,830.      680,170.      MT  (+/- 180 meters Scaled)
 AO0080
 AO0080                          SUPERSEDED SURVEY CONTROL
 AO0080
 AO0080  NGVD 29 (??/??/92)   44.390  (m)          145.64   (f) ADJ UNCH    2 0
 AO0080
 AO0080.Superseded values are not recommended for survey control.
 AO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0080.See file dsdata.txt to determine how the superseded data were derived.
 AO0080
 AO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS801485(NAD 83)
 AO0080_MARKER: DD = SURVEY DISK
 AO0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0080_SP_SET: STEP
 AO0080_STAMPING: S 40 1924
 AO0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0080
 AO0080  HISTORY     - Date     Condition        Report By
 AO0080  HISTORY     - 1924     MONUMENTED       USGS
 AO0080  HISTORY     - 1941     GOOD             NGS
 AO0080
 AO0080                          STATION DESCRIPTION
 AO0080
 AO0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AO0080'IN THREE RIVERS.
 AO0080'AT THREE RIVERS, LIVE OAK COUNTY, AT THE STATE BANK, AND IN THE NORTH
 AO0080'END OF THE CONCRETE STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 AO0080'DISK, STAMPED S 40 1924.  NOTE-- IT WAS REPORTED IN FEBRUARY 1941 THAT
 AO0080'A CONCRETE SIDEWALK HAD BEEN BUILT OVER THE STEP BUT THE BENCH MARK IS
 AO0080'ACCESSIBLE THROUGH A 5-INCH HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0469 ***********************************************************************
 AN0469  DESIGNATION -  S 40
 AN0469  PID         -  AN0469
 AN0469  STATE/COUNTY-  TX/VICTORIA
 AN0469  USGS QUAD   -  BLOOMINGTON (1995)
 AN0469
 AN0469                         *CURRENT SURVEY CONTROL
 AN0469  ___________________________________________________________________
 AN0469* NAD 83(1986)-  28 38 51.     (N)    096 53 34.     (W)     SCALED    
 AN0469* NAVD 88     -        18.979  (meters)      62.27   (feet)  ADJUSTED  
 AN0469  ___________________________________________________________________
 AN0469  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0469  DYNAMIC HT  -          18.952 (meters)      62.18  (feet)  COMP
 AN0469  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 AN0469
 AN0469  VERT ORDER  -  FIRST     CLASS I
 AN0469
 AN0469.The horizontal coordinates were scaled from a topographic map and have
 AN0469.an estimated accuracy of +/- 6 seconds.
 AN0469
 AN0469.The orthometric height was determined by differential leveling
 AN0469.and adjusted by the National Geodetic Survey in June 1991..
 AN0469
 AN0469.The geoid height was determined by GEOID03.
 AN0469
 AN0469.The dynamic height is computed by dividing the NAVD 88
 AN0469.geopotential number by the normal gravity value computed on the
 AN0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0469.degrees latitude (g = 980.6199 gals.).
 AN0469
 AN0469.The modeled gravity was interpolated from observed gravity values.
 AN0469
 AN0469;                    North         East    Units  Estimated Accuracy
 AN0469;SPC TXSC     - 4,092,090.      805,990.      MT  (+/- 180 meters Scaled)
 AN0469
 AN0469                          SUPERSEDED SURVEY CONTROL
 AN0469
 AN0469  NGVD 29 (??/??/92)   19.107  (m)           62.69   (f) ADJ UNCH    1 1
 AN0469
 AN0469.Superseded values are not recommended for survey control.
 AN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0469.See file dsdata.txt to determine how the superseded data were derived.
 AN0469
 AN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS059707(NAD 83)
 AN0469_MARKER: DB = BENCH MARK DISK
 AN0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0469_SP_SET: BUILDING
 AN0469_STAMPING: S 40 1918 ELEV 63.471 FT
 AN0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0469
 AN0469  HISTORY     - Date     Condition        Report By
 AN0469  HISTORY     - 1918     MONUMENTED       CGS
 AN0469  HISTORY     - 1950     GOOD             NGS
 AN0469  HISTORY     - 1978     GOOD             NGS
 AN0469
 AN0469                          STATION DESCRIPTION
 AN0469
 AN0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0469'IN BLOOMINGTON.
 AN0469'AT BLOOMINGTON, 1.4 FEET NORTHEAST OF THE SOUTH CORNER OF THE CITY
 AN0469'DRUG STORE, 3.7 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE
 AN0469'SOUTHEAST BRICK WALL OF THE BUILDING.
 AN0469
 AN0469                          STATION RECOVERY (1978)
 AN0469
 AN0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1763 ***********************************************************************
 BL1763  DESIGNATION -  S 400
 BL1763  PID         -  BL1763
 BL1763  STATE/COUNTY-  TX/WALKER
 BL1763  USGS QUAD   -  BAKER LAKE (1972)
 BL1763
 BL1763                         *CURRENT SURVEY CONTROL
 BL1763  ___________________________________________________________________
 BL1763* NAD 83(1986)-  30 54 19.     (N)    095 41 00.     (W)     SCALED    
 BL1763* NAVD 88     -        49.10   (+/-2cm)     161.1    (feet)  VERTCON   
 BL1763  ___________________________________________________________________
 BL1763  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BL1763
 BL1763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1763
 BL1763.The horizontal coordinates were scaled from a topographic map and have
 BL1763.an estimated accuracy of +/- 6 seconds.
 BL1763
 BL1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1763.The vertical order pertains to the NGVD 29 superseded value.
 BL1763
 BL1763.The geoid height was determined by GEOID03.
 BL1763
 BL1763;                    North         East    Units  Estimated Accuracy
 BL1763;SPC TX C     - 3,146,600.    1,144,350.      MT  (+/- 180 meters Scaled)
 BL1763
 BL1763                          SUPERSEDED SURVEY CONTROL
 BL1763
 BL1763  NGVD 29 (??/??/92)   49.105  (m)          161.11   (f) ADJ UNCH    2 0
 BL1763
 BL1763.Superseded values are not recommended for survey control.
 BL1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1763.See file dsdata.txt to determine how the superseded data were derived.
 BL1763
 BL1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ435221(NAD 83)
 BL1763_MARKER: DB = BENCH MARK DISK
 BL1763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1763_SP_SET: BRIDGE
 BL1763_STAMPING: S 400 1947
 BL1763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1763
 BL1763  HISTORY     - Date     Condition        Report By
 BL1763  HISTORY     - 1947     MONUMENTED       CGS
 BL1763
 BL1763                          STATION DESCRIPTION
 BL1763
 BL1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1763'9.8 MI SE FROM MIDWAY.
 BL1763'9.8 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1763'AT MIDWAY, AT THE SOUTH END OF A CONCRETE BRIDGE OVER BEDIAS CREEK,
 BL1763'14.0 FEET WEST OF THE CENTER OF THE BRIDGE, SET IN THE TOP OF THE WEST
 BL1763'END OF THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE, ABOUT THE SAME
 BL1763'ELEVATION AS THE FLOOR OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1863 ***********************************************************************
 BY1863  DESIGNATION -  S 402
 BY1863  PID         -  BY1863
 BY1863  STATE/COUNTY-  TX/HOUSTON
 BY1863  USGS QUAD   -  AUSTONIO (1972)
 BY1863
 BY1863                         *CURRENT SURVEY CONTROL
 BY1863  ___________________________________________________________________
 BY1863* NAD 83(1986)-  31 14 35.     (N)    095 38 43.     (W)     SCALED    
 BY1863* NAVD 88     -        83.15   (+/-2cm)     272.8    (feet)  VERTCON   
 BY1863  ___________________________________________________________________
 BY1863  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY1863
 BY1863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1863
 BY1863.The horizontal coordinates were scaled from a topographic map and have
 BY1863.an estimated accuracy of +/- 6 seconds.
 BY1863
 BY1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1863.The vertical order pertains to the NGVD 29 superseded value.
 BY1863
 BY1863.The geoid height was determined by GEOID03.
 BY1863
 BY1863;                    North         East    Units  Estimated Accuracy
 BY1863;SPC TX C     - 3,184,160.    1,146,410.      MT  (+/- 180 meters Scaled)
 BY1863
 BY1863                          SUPERSEDED SURVEY CONTROL
 BY1863
 BY1863  NGVD 29 (??/??/92)   83.146  (m)          272.79   (f) ADJ UNCH    2 0
 BY1863
 BY1863.Superseded values are not recommended for survey control.
 BY1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1863.See file dsdata.txt to determine how the superseded data were derived.
 BY1863
 BY1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ480595(NAD 83)
 BY1863_MARKER: DB = BENCH MARK DISK
 BY1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1863_STAMPING: S 402 1947
 BY1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1863+STABILITY: SURFACE MOTION
 BY1863
 BY1863  HISTORY     - Date     Condition        Report By
 BY1863  HISTORY     - 1947     MONUMENTED       CGS
 BY1863
 BY1863                          STATION DESCRIPTION
 BY1863
 BY1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1863'3.1 MI SW FROM PORTER SPRINGS.
 BY1863'TO REACH FROM THE PORTER SPRINGS SCHOOL AT PORTER SPRINGS GO SOUTHWEST
 BY1863'2.3 MILES ALONG A GRADED DIRT ROAD, THENCE WESTERLY 0.8 MILE ALONG A
 BY1863'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 115 YARDS
 BY1863'NORTHEAST OF A WOODEN CULVERT, 42.7 FEET SOUTHEAST OF AND ABOUT LEVEL
 BY1863'WITH THE CENTER LINE OF THE ROAD, 112.0 FEET EAST OF A TWENTY INCH OAK
 BY1863'TREE, 9.4 FEET SOUTHWEST OF A TEN INCH OAK TREE, 2.0 FEET NORTHWEST OF
 BY1863'A FENCE AND 1.5 FEET SOUTHWEST OF A 4 X 4 IN. MARKER POST. A BRONZE
 BY1863'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1863'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1854 ***********************************************************************
 BY1854  DESIGNATION -  S 403
 BY1854  PID         -  BY1854
 BY1854  STATE/COUNTY-  TX/LEON
 BY1854  USGS QUAD   -  CENTERVILLE (1964)
 BY1854
 BY1854                         *CURRENT SURVEY CONTROL
 BY1854  ___________________________________________________________________
 BY1854* NAD 83(1986)-  31 15 37.     (N)    095 57 42.     (W)     SCALED    
 BY1854* NAVD 88     -       103.67   (+/-2cm)     340.1    (feet)  VERTCON   
 BY1854  ___________________________________________________________________
 BY1854  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BY1854
 BY1854  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1854
 BY1854.The horizontal coordinates were scaled from a topographic map and have
 BY1854.an estimated accuracy of +/- 6 seconds.
 BY1854
 BY1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1854.The vertical order pertains to the NGVD 29 superseded value.
 BY1854
 BY1854.The geoid height was determined by GEOID03.
 BY1854
 BY1854;                    North         East    Units  Estimated Accuracy
 BY1854;SPC TX C     - 3,184,840.    1,116,220.      MT  (+/- 180 meters Scaled)
 BY1854
 BY1854                          SUPERSEDED SURVEY CONTROL
 BY1854
 BY1854  NGVD 29 (??/??/92)  103.650  (m)          340.06   (f) ADJ UNCH    2 0
 BY1854
 BY1854.Superseded values are not recommended for survey control.
 BY1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1854.See file dsdata.txt to determine how the superseded data were derived.
 BY1854
 BY1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ179622(NAD 83)
 BY1854_MARKER: DB = BENCH MARK DISK
 BY1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1854_STAMPING: S 403 1947
 BY1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1854+STABILITY: SURFACE MOTION
 BY1854
 BY1854  HISTORY     - Date     Condition        Report By
 BY1854  HISTORY     - 1947     MONUMENTED       CGS
 BY1854
 BY1854                          STATION DESCRIPTION
 BY1854
 BY1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1854'1.0 MI E FROM CENTERVILLE.
 BY1854'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1854'CENTERVILLE, 52.6 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY1854'OF THE HIGHWAY, 24.0 FEET EAST OF A FENCE CORNER, 20.0 FEET SOUTHEAST
 BY1854'OF AN EIGHT INCH OAK TREE, 1.0 FOOT NORTH OF A FENCE AND 1.5 FEET WEST
 BY1854'OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP
 BY1854'OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1241 ***********************************************************************
 CS1241  DESIGNATION -  S 404
 CS1241  PID         -  CS1241
 CS1241  STATE/COUNTY-  TX/DALLAS
 CS1241  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1241
 CS1241                         *CURRENT SURVEY CONTROL
 CS1241  ___________________________________________________________________
 CS1241* NAD 83(1986)-  32 46 47.     (N)    096 44 55.     (W)     SCALED    
 CS1241* NAVD 88     -       137.432  (meters)     450.89   (feet)  ADJUSTED  
 CS1241  ___________________________________________________________________
 CS1241  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CS1241  DYNAMIC HT  -         137.276 (meters)     450.38  (feet)  COMP
 CS1241  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 CS1241
 CS1241  VERT ORDER  -  FIRST     CLASS II
 CS1241
 CS1241.The horizontal coordinates were scaled from a topographic map and have
 CS1241.an estimated accuracy of +/- 6 seconds.
 CS1241
 CS1241.The orthometric height was determined by differential leveling
 CS1241.and adjusted by the National Geodetic Survey in June 1991..
 CS1241
 CS1241.The geoid height was determined by GEOID03.
 CS1241
 CS1241.The dynamic height is computed by dividing the NAVD 88
 CS1241.geopotential number by the normal gravity value computed on the
 CS1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1241.degrees latitude (g = 980.6199 gals.).
 CS1241
 CS1241.The modeled gravity was interpolated from observed gravity values.
 CS1241
 CS1241;                    North         East    Units  Estimated Accuracy
 CS1241;SPC TXNC     - 2,124,790.      764,050.      MT  (+/- 180 meters Scaled)
 CS1241
 CS1241                          SUPERSEDED SURVEY CONTROL
 CS1241
 CS1241  NGVD 29 (??/??/92)  137.438  (m)          450.91   (f) ADJ UNCH    1 2
 CS1241
 CS1241.Superseded values are not recommended for survey control.
 CS1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1241.See file dsdata.txt to determine how the superseded data were derived.
 CS1241
 CS1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB108291(NAD 83)
 CS1241_MARKER: DB = BENCH MARK DISK
 CS1241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1241_SP_SET: PIER
 CS1241_STAMPING: S 404 1947
 CS1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1241
 CS1241  HISTORY     - Date     Condition        Report By
 CS1241  HISTORY     - 1947     MONUMENTED       CGS
 CS1241  HISTORY     - 1963     GOOD             NGS
 CS1241  HISTORY     - 1987     GOOD             USPSQD
 CS1241
 CS1241                          STATION DESCRIPTION
 CS1241
 CS1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1241'IN DALLAS.
 CS1241'AT DALLAS, ON THE TEXAS AND PACIFIC RAILROAD ABOUT 3.9 MILES EAST OF
 CS1241'UNION STATION, AT THE FITZHUGH AVENUE OVERPASS, 22.0 FEET SOUTH OF AND
 CS1241'ABOUT 2.5 FEET HIGHER THAN THE CENTER LINE OF THE SOUTH TRACK, ON TOP
 CS1241'OF THE CENTER OF THE CONCRETE BASE FOR THE FIRST PIER SOUTH OF THE
 CS1241'TRACKS.  A BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 CS1241
 CS1241                          STATION RECOVERY (1963)
 CS1241
 CS1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CS1241'RECOVERED IN GOOD CONDITION.
 CS1241
 CS1241                          STATION RECOVERY (1987)
 CS1241
 CS1241'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1780 ***********************************************************************
 BY1780  DESIGNATION -  S 405
 BY1780  PID         -  BY1780
 BY1780  STATE/COUNTY-  TX/HOUSTON
 BY1780  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1780
 BY1780                         *CURRENT SURVEY CONTROL
 BY1780  ___________________________________________________________________
 BY1780* NAD 83(1986)-  31 25 13.     (N)    095 37 58.     (W)     SCALED    
 BY1780* NAVD 88     -       100.39   (+/-2cm)     329.4    (feet)  VERTCON   
 BY1780  ___________________________________________________________________
 BY1780  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY1780
 BY1780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1780
 BY1780.The horizontal coordinates were scaled from a topographic map and have
 BY1780.an estimated accuracy of +/- 6 seconds.
 BY1780
 BY1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1780.The vertical order pertains to the NGVD 29 superseded value.
 BY1780
 BY1780.The geoid height was determined by GEOID03.
 BY1780
 BY1780;                    North         East    Units  Estimated Accuracy
 BY1780;SPC TX C     - 3,203,840.    1,146,770.      MT  (+/- 180 meters Scaled)
 BY1780
 BY1780                          SUPERSEDED SURVEY CONTROL
 BY1780
 BY1780  NGVD 29 (??/??/92)  100.381  (m)          329.33   (f) ADJ UNCH    2 0
 BY1780
 BY1780.Superseded values are not recommended for survey control.
 BY1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1780.See file dsdata.txt to determine how the superseded data were derived.
 BY1780
 BY1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ497791(NAD 83)
 BY1780_MARKER: DB = BENCH MARK DISK
 BY1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1780_STAMPING: S 405 1947
 BY1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1780+STABILITY: SURFACE MOTION
 BY1780
 BY1780  HISTORY     - Date     Condition        Report By
 BY1780  HISTORY     - 1947     MONUMENTED       CGS
 BY1780
 BY1780                          STATION DESCRIPTION
 BY1780
 BY1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1780'11.8 MI SW FROM GRAPELAND.
 BY1780'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1780'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY
 BY1780'11.8 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT
 BY1780'A T INTERSECTION, ABOUT 120 YARDS SOUTH OF AND ACROSS THE ROAD FROM
 BY1780'THE BEAZLEY COTTON GIN, 35.5 FEET NORTHEAST OF THE CENTER LINE OF A
 BY1780'ROAD LEADING SOUTHEAST, 32.4 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BY1780'SOUTHWEST-NORTHEAST ROAD, 12.0 FEET SOUTHEAST OF A FIFTEEN INCH PINE
 BY1780'TREE, 3.0 FEET EAST OF A FENCE CORNER AND 1.0 FOOT SOUTHWEST OF A 4 X
 BY1780'4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1780'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2041 ***********************************************************************
 BY2041  DESIGNATION -  S 406
 BY2041  PID         -  BY2041
 BY2041  STATE/COUNTY-  TX/ANDERSON
 BY2041  USGS QUAD   -  LONG LAKE (1964)
 BY2041
 BY2041                         *CURRENT SURVEY CONTROL
 BY2041  ___________________________________________________________________
 BY2041* NAD 83(1986)-  31 39 09.     (N)    095 45 57.     (W)     SCALED    
 BY2041* NAVD 88     -        73.692  (meters)     241.77   (feet)  ADJUSTED  
 BY2041  ___________________________________________________________________
 BY2041  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2041  DYNAMIC HT  -          73.602 (meters)     241.48  (feet)  COMP
 BY2041  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 BY2041
 BY2041  VERT ORDER  -  FIRST     CLASS II
 BY2041
 BY2041.The horizontal coordinates were scaled from a topographic map and have
 BY2041.an estimated accuracy of +/- 6 seconds.
 BY2041
 BY2041.The orthometric height was determined by differential leveling
 BY2041.and adjusted by the National Geodetic Survey in June 1991..
 BY2041
 BY2041.The geoid height was determined by GEOID03.
 BY2041
 BY2041.The dynamic height is computed by dividing the NAVD 88
 BY2041.geopotential number by the normal gravity value computed on the
 BY2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2041.degrees latitude (g = 980.6199 gals.).
 BY2041
 BY2041.The modeled gravity was interpolated from observed gravity values.
 BY2041
 BY2041;                    North         East    Units  Estimated Accuracy
 BY2041;SPC TX C     - 3,229,040.    1,133,070.      MT  (+/- 180 meters Scaled)
 BY2041
 BY2041                          SUPERSEDED SURVEY CONTROL
 BY2041
 BY2041  NGVD 29 (??/??/92)   73.672  (m)          241.71   (f) ADJ UNCH    1 2
 BY2041
 BY2041.Superseded values are not recommended for survey control.
 BY2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2041.See file dsdata.txt to determine how the superseded data were derived.
 BY2041
 BY2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR377052(NAD 83)
 BY2041_MARKER: DB = BENCH MARK DISK
 BY2041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2041_SP_SET: ABUTMENT
 BY2041_STAMPING: S 406 1947
 BY2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2041
 BY2041  HISTORY     - Date     Condition        Report By
 BY2041  HISTORY     - 1947     MONUMENTED       CGS
 BY2041  HISTORY     - 1952     GOOD             NGS
 BY2041  HISTORY     - 1980     GOOD             NGS
 BY2041
 BY2041                          STATION DESCRIPTION
 BY2041
 BY2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2041'10.95 MI SW FROM PALESTINE.
 BY2041'0.75 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2041'RAILROAD FROM THE STATION AT PALESTINE, THENCE 10.2 MILES SOUTHWEST
 BY2041'ALONG U.S. HIGHWAYS 79 AND 84, 100 YARDS EAST OF A JUNCTION WITH STATE
 BY2041'HIGHWAY 294, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 BY2041'INTERNATIONAL AND GREAT NORTHERN RAILROAD, 1.5 FEET BELOW THE TOP OF
 BY2041'THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 BY2041'CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OVER STATE HIGHWAY 294.
 BY2041
 BY2041                          STATION RECOVERY (1980)
 BY2041
 BY2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1809 ***********************************************************************
 BY1809  DESIGNATION -  S 407
 BY1809  PID         -  BY1809
 BY1809  STATE/COUNTY-  TX/HOUSTON
 BY1809  USGS QUAD   -  HAYS SPRING (1964)
 BY1809
 BY1809                         *CURRENT SURVEY CONTROL
 BY1809  ___________________________________________________________________
 BY1809* NAD 83(1986)-  31 23 31.     (N)    095 35 40.     (W)     SCALED    
 BY1809* NAVD 88     -        82.04   (+/-2cm)     269.2    (feet)  VERTCON   
 BY1809  ___________________________________________________________________
 BY1809  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY1809
 BY1809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1809
 BY1809.The horizontal coordinates were scaled from a topographic map and have
 BY1809.an estimated accuracy of +/- 6 seconds.
 BY1809
 BY1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1809.The vertical order pertains to the NGVD 29 superseded value.
 BY1809
 BY1809.The geoid height was determined by GEOID03.
 BY1809
 BY1809;                    North         East    Units  Estimated Accuracy
 BY1809;SPC TX C     - 3,200,860.    1,150,540.      MT  (+/- 180 meters Scaled)
 BY1809
 BY1809                          SUPERSEDED SURVEY CONTROL
 BY1809
 BY1809  NGVD 29 (??/??/92)   82.026  (m)          269.11   (f) ADJ UNCH    2 0
 BY1809
 BY1809.Superseded values are not recommended for survey control.
 BY1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1809.See file dsdata.txt to determine how the superseded data were derived.
 BY1809
 BY1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ532759(NAD 83)
 BY1809_MARKER: DB = BENCH MARK DISK
 BY1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1809_STAMPING: S 407 1947
 BY1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1809+STABILITY: SURFACE MOTION
 BY1809
 BY1809  HISTORY     - Date     Condition        Report By
 BY1809  HISTORY     - 1947     MONUMENTED       CGS
 BY1809
 BY1809                          STATION DESCRIPTION
 BY1809
 BY1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1809'10.7 MI NW FROM CROCKETT.
 BY1809'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1809'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1809'NORTHWESTERLY 10.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1809'BENCH MARK IS ABOUT 91 YARDS WEST OF A SMALL WOODEN BRIDGE, 34.3 FEET
 BY1809'WEST OF A TWELVE INCH PINE TREE, 22.7 FEET SOUTHWEST OF AND ABOUT
 BY1809'LEVEL WITH THE CENTER LINE OF THE ROAD, 10.8 FEET EAST OF A TEN INCH
 BY1809'HICKORY TREE AND 1.5 FEET EAST OF A 4X4 IN. MARKER POST.  A BRONZE
 BY1809'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1809'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0335 ***********************************************************************
 CS0335  DESIGNATION -  S 408
 CS0335  PID         -  CS0335
 CS0335  STATE/COUNTY-  TX/HENDERSON
 CS0335  USGS QUAD   -  MABANK (1981)
 CS0335
 CS0335                         *CURRENT SURVEY CONTROL
 CS0335  ___________________________________________________________________
 CS0335* NAD 83(1986)-  32 20 58.     (N)    096 04 32.     (W)     SCALED    
 CS0335* NAVD 88     -       113.992  (meters)     373.99   (feet)  ADJUSTED  
 CS0335  ___________________________________________________________________
 CS0335  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0335  DYNAMIC HT  -         113.861 (meters)     373.56  (feet)  COMP
 CS0335  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 CS0335
 CS0335  VERT ORDER  -  SECOND    CLASS 0
 CS0335
 CS0335.The horizontal coordinates were scaled from a topographic map and have
 CS0335.an estimated accuracy of +/- 6 seconds.
 CS0335
 CS0335.The orthometric height was determined by differential leveling
 CS0335.and adjusted by the National Geodetic Survey in June 1991..
 CS0335
 CS0335.The geoid height was determined by GEOID03.
 CS0335
 CS0335.The dynamic height is computed by dividing the NAVD 88
 CS0335.geopotential number by the normal gravity value computed on the
 CS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0335.degrees latitude (g = 980.6199 gals.).
 CS0335
 CS0335.The modeled gravity was interpolated from observed gravity values.
 CS0335
 CS0335;                    North         East    Units  Estimated Accuracy
 CS0335;SPC TXNC     - 2,078,350.      828,190.      MT  (+/- 180 meters Scaled)
 CS0335
 CS0335                          SUPERSEDED SURVEY CONTROL
 CS0335
 CS0335  NGVD 29 (??/??/92)  114.000  (m)          374.01   (f) ADJ UNCH    2 0
 CS0335
 CS0335.Superseded values are not recommended for survey control.
 CS0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0335.See file dsdata.txt to determine how the superseded data were derived.
 CS0335
 CS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA752829(NAD 83)
 CS0335_MARKER: DB = BENCH MARK DISK
 CS0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0335_STAMPING: S 408 1947
 CS0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0335+STABILITY: SURFACE MOTION
 CS0335
 CS0335  HISTORY     - Date     Condition        Report By
 CS0335  HISTORY     - 1947     MONUMENTED       CGS
 CS0335  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CS0335
 CS0335                          STATION DESCRIPTION
 CS0335
 CS0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0335'1.9 MI SE FROM MABANK.
 CS0335'1.9 MILE SOUTHEAST ALONG THE TRACK FROM THE TEXAS AND NEW ORLEANS
 CS0335'RAILROAD STATION AT MABANK, AT A DIRT ROAD CROSSING, 105.0 FEET
 CS0335'SOUTHWEST OF THE INTERSECTION OF THE CENTER-LINES OF THE TRACK AND THE
 CS0335'DIRT ROAD AT THE CENTER OF THE ROAD CROSSING, 22.0 FEET SOUTHWEST OF
 CS0335'THE CENTER OF A DIRT ROAD WHICH PARALLELS THE TRACK, 5.5 FEET
 CS0335'NORTHWEST OF A FENCE CORNER POST, 2.0 FEET NORTHWEST OF A REFERENCE
 CS0335'POST, SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE TRACK AND DIRT
 CS0335'ROADS AND PROJECTING 0.4 FOOT.
 CS0335
 CS0335                          STATION RECOVERY (2004)
 CS0335
 CS0335'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CS0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2333 ***********************************************************************
 BY2333  DESIGNATION -  S 409
 BY2333  PID         -  BY2333
 BY2333  STATE/COUNTY-  TX/FREESTONE
 BY2333  USGS QUAD   -  BUTLER (1964)
 BY2333
 BY2333                         *CURRENT SURVEY CONTROL
 BY2333  ___________________________________________________________________
 BY2333* NAD 83(1986)-  31 43 01.     (N)    095 55 00.     (W)     SCALED    
 BY2333* NAVD 88     -       112.350  (meters)     368.60   (feet)  ADJUSTED  
 BY2333  ___________________________________________________________________
 BY2333  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BY2333  DYNAMIC HT  -         112.215 (meters)     368.16  (feet)  COMP
 BY2333  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 BY2333
 BY2333  VERT ORDER  -  SECOND    CLASS 0
 BY2333
 BY2333.The horizontal coordinates were scaled from a topographic map and have
 BY2333.an estimated accuracy of +/- 6 seconds.
 BY2333
 BY2333.The orthometric height was determined by differential leveling
 BY2333.and adjusted by the National Geodetic Survey in June 1991..
 BY2333
 BY2333.The geoid height was determined by GEOID03.
 BY2333
 BY2333.The dynamic height is computed by dividing the NAVD 88
 BY2333.geopotential number by the normal gravity value computed on the
 BY2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2333.degrees latitude (g = 980.6199 gals.).
 BY2333
 BY2333.The modeled gravity was interpolated from observed gravity values.
 BY2333
 BY2333;                    North         East    Units  Estimated Accuracy
 BY2333;SPC TX C     - 3,235,600.    1,118,500.      MT  (+/- 180 meters Scaled)
 BY2333
 BY2333                          SUPERSEDED SURVEY CONTROL
 BY2333
 BY2333  NGVD 29 (??/??/92)  112.334  (m)          368.55   (f) ADJ UNCH    2 0
 BY2333
 BY2333.Superseded values are not recommended for survey control.
 BY2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2333.See file dsdata.txt to determine how the superseded data were derived.
 BY2333
 BY2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR236127(NAD 83)
 BY2333_MARKER: DB = BENCH MARK DISK
 BY2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2333_STAMPING: S 409 1947
 BY2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2333+STABILITY: SURFACE MOTION
 BY2333
 BY2333  HISTORY     - Date     Condition        Report By
 BY2333  HISTORY     - 1947     MONUMENTED       CGS
 BY2333
 BY2333                          STATION DESCRIPTION
 BY2333
 BY2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2333'9.0 MI N FROM BUTLER.
 BY2333'2.8 MILES EAST ALONG U.S. HIGHWAY NO.84 AND 6.2 MILES NORTHWEST ALONG
 BY2333'A DIRT ROAD FROM JENKINS STORE AT BUTLER, AT THE TOP OF A SMALL
 BY2333'CLEARED KNOLL ON THE OUTSIDE OF A CURVE AND AT THE NORTHEAST END OF A
 BY2333'NORTHEAST-SOUTHWEST SECTION OF THE ROAD, 110.0 FEET NORTH OF AND
 BY2333'ACROSS THE ROAD FROM A SMALL FRAME FARM HOUSE, 38.0 FEET NORTH OF THE
 BY2333'INTERSECTION OF THE CENTER-LINES OF THE MAIN ROAD AND A PRIVATE ROAD
 BY2333'LEADING SOUTH THROUGH A PASTURE, 20.0 FEET NORTHWEST OF THE CENTER OF
 BY2333'THE ROAD, 4.0 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 2.0
 BY2333'FEET NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 1
 BY2333'FOOT ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0343 ***********************************************************************
 BZ0343  DESIGNATION -  S 410
 BZ0343  PID         -  BZ0343
 BZ0343  STATE/COUNTY-  TX/FREESTONE
 BZ0343  USGS QUAD   -  YOUNG (1982)
 BZ0343
 BZ0343                         *CURRENT SURVEY CONTROL
 BZ0343  ___________________________________________________________________
 BZ0343* NAD 83(1986)-  31 45 41.     (N)    096 01 55.     (W)     SCALED    
 BZ0343* NAVD 88     -       142.034  (meters)     465.99   (feet)  ADJUSTED  
 BZ0343  ___________________________________________________________________
 BZ0343  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BZ0343  DYNAMIC HT  -         141.863 (meters)     465.43  (feet)  COMP
 BZ0343  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 BZ0343
 BZ0343  VERT ORDER  -  SECOND    CLASS 0
 BZ0343
 BZ0343.The horizontal coordinates were scaled from a topographic map and have
 BZ0343.an estimated accuracy of +/- 6 seconds.
 BZ0343
 BZ0343.The orthometric height was determined by differential leveling
 BZ0343.and adjusted by the National Geodetic Survey in June 1991..
 BZ0343
 BZ0343.The geoid height was determined by GEOID03.
 BZ0343
 BZ0343.The dynamic height is computed by dividing the NAVD 88
 BZ0343.geopotential number by the normal gravity value computed on the
 BZ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0343.degrees latitude (g = 980.6199 gals.).
 BZ0343
 BZ0343.The modeled gravity was interpolated from observed gravity values.
 BZ0343
 BZ0343;                    North         East    Units  Estimated Accuracy
 BZ0343;SPC TX C     - 3,240,100.    1,107,390.      MT  (+/- 180 meters Scaled)
 BZ0343
 BZ0343                          SUPERSEDED SURVEY CONTROL
 BZ0343
 BZ0343  NGVD 29 (??/??/92)  142.020  (m)          465.94   (f) ADJ UNCH    2 0
 BZ0343
 BZ0343.Superseded values are not recommended for survey control.
 BZ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0343.See file dsdata.txt to determine how the superseded data were derived.
 BZ0343
 BZ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA811178(NAD 83)
 BZ0343_MARKER: DB = BENCH MARK DISK
 BZ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0343_STAMPING: S 410 1947
 BZ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0343+STABILITY: SURFACE MOTION
 BZ0343
 BZ0343  HISTORY     - Date     Condition        Report By
 BZ0343  HISTORY     - 1947     MONUMENTED       CGS
 BZ0343
 BZ0343                          STATION DESCRIPTION
 BZ0343
 BZ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0343'6.1 MI NE FROM TURLINGTON.
 BZ0343'TO REACH FROM THE TURLINGTON GROCERY STORE AT TURLINGTON, PROCEED 0.2
 BZ0343'MILE EAST ALONG U.S. HIGHWAY NO. 84, THENCE 5.0 MILE NORTHEAST AND 0.9
 BZ0343'MILE NORTH ALONG A DIRT ROAD, BENCH MARK IS AT THE SOUTH END OF A JOG
 BZ0343'IN THE ROAD, 22.0 FEET EAST OF THE CENTER OF THE ROAD, 20.0 FEET SOUTH
 BZ0343'OF A FENCE CORNER POST, 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT
 BZ0343'WEST OF THE EAST RIGHT- OF-WAY FENCE, SET IN A CONCRETE POST ABOUT THE
 BZ0343'SAME ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0262 ***********************************************************************
 BZ0262  DESIGNATION -  S 411
 BZ0262  PID         -  BZ0262
 BZ0262  STATE/COUNTY-  TX/NAVARRO
 BZ0262  USGS QUAD   -  WINKLER (1982)
 BZ0262
 BZ0262                         *CURRENT SURVEY CONTROL
 BZ0262  ___________________________________________________________________
 BZ0262* NAD 83(1986)-  31 57 17.     (N)    096 14 02.     (W)     SCALED    
 BZ0262* NAVD 88     -       108.719  (meters)     356.69   (feet)  ADJUSTED  
 BZ0262  ___________________________________________________________________
 BZ0262  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ0262  DYNAMIC HT  -         108.592 (meters)     356.27  (feet)  COMP
 BZ0262  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 BZ0262
 BZ0262  VERT ORDER  -  SECOND    CLASS 0
 BZ0262
 BZ0262.The horizontal coordinates were scaled from a topographic map and have
 BZ0262.an estimated accuracy of +/- 6 seconds.
 BZ0262
 BZ0262.The orthometric height was determined by differential leveling
 BZ0262.and adjusted by the National Geodetic Survey in June 1991..
 BZ0262
 BZ0262.The geoid height was determined by GEOID03.
 BZ0262
 BZ0262.The dynamic height is computed by dividing the NAVD 88
 BZ0262.geopotential number by the normal gravity value computed on the
 BZ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0262.degrees latitude (g = 980.6199 gals.).
 BZ0262
 BZ0262.The modeled gravity was interpolated from observed gravity values.
 BZ0262
 BZ0262;                    North         East    Units  Estimated Accuracy
 BZ0262;SPC TXNC     - 2,034,260.      814,230.      MT  (+/- 180 meters Scaled)
 BZ0262
 BZ0262                          SUPERSEDED SURVEY CONTROL
 BZ0262
 BZ0262  NGVD 29 (??/??/92)  108.713  (m)          356.67   (f) ADJ UNCH    2 0
 BZ0262
 BZ0262.Superseded values are not recommended for survey control.
 BZ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0262.See file dsdata.txt to determine how the superseded data were derived.
 BZ0262
 BZ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA614387(NAD 83)
 BZ0262_MARKER: DB = BENCH MARK DISK
 BZ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0262_STAMPING: S 411 1947
 BZ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0262+STABILITY: SURFACE MOTION
 BZ0262
 BZ0262  HISTORY     - Date     Condition        Report By
 BZ0262  HISTORY     - 1947     MONUMENTED       CGS
 BZ0262
 BZ0262                          STATION DESCRIPTION
 BZ0262
 BZ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0262'2.6 MI NW FROM WINKLER.
 BZ0262'0.7 MILE WEST AND 1.9 MILE NORTHWEST ALONG A DIRT ROAD FROM THE POST
 BZ0262'OFFICE AT WINKLER, AT THE TOP OF A HILL WHICH LEADS SOUTH OUT OF THE
 BZ0262'RICHLAND CREEK BOTTOM, 0.2 MILE NORTH OF THE JUNCTION OF A DIRT ROAD
 BZ0262'LEADING SOUTHWEST, 0.1 MILE NORTH OF A SHARP TURN IN THE ROAD, 25.0
 BZ0262'FEET WEST OF THE CENTER OF THE ROAD, 2.3 FEET NORTH OF A REFERENCE
 BZ0262'POST, SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE ROAD AND
 BZ0262'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1005 ***********************************************************************
 BL1005  DESIGNATION -  S 412 RESET 1966
 BL1005  PID         -  BL1005
 BL1005  STATE/COUNTY-  TX/SAN JACINTO
 BL1005  USGS QUAD   -  OAKHURST (1972)
 BL1005
 BL1005                         *CURRENT SURVEY CONTROL
 BL1005  ___________________________________________________________________
 BL1005* NAD 83(1986)-  30 42 13.     (N)    095 19 34.     (W)     SCALED    
 BL1005* NAVD 88     -       105.73   (+/-2cm)     346.9    (feet)  VERTCON   
 BL1005  ___________________________________________________________________
 BL1005  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL1005
 BL1005  VERT ORDER  -  THIRD (See Below)
 BL1005
 BL1005.The horizontal coordinates were scaled from a topographic map and have
 BL1005.an estimated accuracy of +/- 6 seconds.
 BL1005
 BL1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1005.The vertical order pertains to the NGVD 29 superseded value.
 BL1005
 BL1005.The geoid height was determined by GEOID03.
 BL1005
 BL1005;                    North         East    Units  Estimated Accuracy
 BL1005;SPC TX C     - 3,125,740.    1,179,470.      MT  (+/- 180 meters Scaled)
 BL1005
 BL1005                          SUPERSEDED SURVEY CONTROL
 BL1005
 BL1005  NGVD 29 (01/29/03)  105.74   (m)          346.9    (f) RESET       3  
 BL1005
 BL1005.Superseded values are not recommended for survey control.
 BL1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1005.See file dsdata.txt to determine how the superseded data were derived.
 BL1005
 BL1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP772990(NAD 83)
 BL1005_MARKER: DB = BENCH MARK DISK
 BL1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1005_STAMPING: S 412 RESET 1966
 BL1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1005+STABILITY: SURFACE MOTION
 BL1005
 BL1005  HISTORY     - Date     Condition        Report By
 BL1005  HISTORY     - 1966     MONUMENTED       CGS
 BL1005
 BL1005                          STATION DESCRIPTION
 BL1005
 BL1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BL1005'2.8 MI S FROM OAKHURST.
 BL1005'0.95 MILE SOUTHEAST ALONG F.M. HIGHWAY 946 FROM THE POST OFFICE IN
 BL1005'OAKHURST, THENCE 1.85 MILES SOUTHWEST ALONG F.M. HIGHWAY 3018 TO SITE
 BL1005'OF BENCH MARK, 72 FEET WEST AND ABOUT LEVEL WITH THE HIGHWAY CENTER
 BL1005'LINE, 20 FEET WEST OF CENTER OF A DIRT ROAD, 14 FEET SOUTH OF THE
 BL1005'SOUTH GATE POST, 1 FOOT SOUTH OF A METAL WITNESS POST, AND AT TEXAS
 BL1005'HIGHWAY DEPARTMENT BASE STATION 100 + 37.  A C AND GS DISK SET IN A 12
 BL1005'X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE SURFACE OF
 BL1005'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0664 ***********************************************************************
 BZ0664  DESIGNATION -  S 413
 BZ0664  PID         -  BZ0664
 BZ0664  STATE/COUNTY-  TX/NAVARRO
 BZ0664  USGS QUAD   -  PURDON (1978)
 BZ0664
 BZ0664                         *CURRENT SURVEY CONTROL
 BZ0664  ___________________________________________________________________
 BZ0664* NAD 83(1986)-  31 57 48.     (N)    096 35 13.     (W)     SCALED    
 BZ0664* NAVD 88     -       117.227  (meters)     384.60   (feet)  ADJUSTED  
 BZ0664  ___________________________________________________________________
 BZ0664  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BZ0664  DYNAMIC HT  -         117.089 (meters)     384.15  (feet)  COMP
 BZ0664  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 BZ0664
 BZ0664  VERT ORDER  -  SECOND    CLASS 0
 BZ0664
 BZ0664.The horizontal coordinates were scaled from a topographic map and have
 BZ0664.an estimated accuracy of +/- 6 seconds.
 BZ0664
 BZ0664.The orthometric height was determined by differential leveling
 BZ0664.and adjusted by the National Geodetic Survey in June 1991..
 BZ0664
 BZ0664.The geoid height was determined by GEOID03.
 BZ0664
 BZ0664.The dynamic height is computed by dividing the NAVD 88
 BZ0664.geopotential number by the normal gravity value computed on the
 BZ0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0664.degrees latitude (g = 980.6199 gals.).
 BZ0664
 BZ0664.The modeled gravity was interpolated from observed gravity values.
 BZ0664
 BZ0664;                    North         East    Units  Estimated Accuracy
 BZ0664;SPC TXNC     - 2,034,550.      780,840.      MT  (+/- 180 meters Scaled)
 BZ0664
 BZ0664                          SUPERSEDED SURVEY CONTROL
 BZ0664
 BZ0664  NGVD 29 (??/??/92)  117.214  (m)          384.56   (f) ADJ UNCH    2 0
 BZ0664
 BZ0664.Superseded values are not recommended for survey control.
 BZ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0664.See file dsdata.txt to determine how the superseded data were derived.
 BZ0664
 BZ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA280389(NAD 83)
 BZ0664_MARKER: DB = BENCH MARK DISK
 BZ0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0664_STAMPING: S 413 1947
 BZ0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0664+STABILITY: SURFACE MOTION
 BZ0664
 BZ0664  HISTORY     - Date     Condition        Report By
 BZ0664  HISTORY     - 1947     MONUMENTED       CGS
 BZ0664
 BZ0664                          STATION DESCRIPTION
 BZ0664
 BZ0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0664'1.9 MI NE FROM PURDON.
 BZ0664'1.9 MILE NORTHEAST ALONG THE TRACK FROM THE ST. LOUIS SOUTHWESTERN
 BZ0664'RAILWAY STATION AT PURDON, 1.1 MILE SOUTHWEST ALONG THE TRACK FROM THE
 BZ0664'FLAG STOP AT JESTER, 0.4 MILE SOUTHWEST OF A DIRT ROAD CROSSING, AT
 BZ0664'THE TOP OF A HILL AND DIRECTLY ACROSS THE TRACK FROM THE SECOND
 BZ0664'TELEPHONE POLE SOUTHWEST OF MILE POST NO. 633/0, 8 - 36-FOOT RAILS
 BZ0664'NORTHEAST OF THE NORTHEAST END OF TRESTLE NO. 653, 100.0 FEET
 BZ0664'NORTHEAST OF TELEPHONE POLE NO. H 430, 44.5 FEET SOUTHEAST OF THE
 BZ0664'SOUTHEAST RAIL, 2.5 FEET SOUTHWEST OF A REFERENCE POST, 1.8 FOOT
 BZ0664'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST
 BZ0664'ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1980 ***********************************************************************
 BY1980  DESIGNATION -  S 414
 BY1980  PID         -  BY1980
 BY1980  STATE/COUNTY-  TX/HOUSTON
 BY1980  USGS QUAD   -  WELDON (1972)
 BY1980
 BY1980                         *CURRENT SURVEY CONTROL
 BY1980  ___________________________________________________________________
 BY1980* NAD 83(1986)-  31 05 00.     (N)    095 32 18.     (W)     SCALED    
 BY1980* NAVD 88     -        96.34   (+/-2cm)     316.1    (feet)  VERTCON   
 BY1980  ___________________________________________________________________
 BY1980  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1980
 BY1980  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1980
 BY1980.The horizontal coordinates were scaled from a topographic map and have
 BY1980.an estimated accuracy of +/- 6 seconds.
 BY1980
 BY1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1980.The vertical order pertains to the NGVD 29 superseded value.
 BY1980
 BY1980.The geoid height was determined by GEOID03.
 BY1980
 BY1980;                    North         East    Units  Estimated Accuracy
 BY1980;SPC TX C     - 3,166,900.    1,157,350.      MT  (+/- 180 meters Scaled)
 BY1980
 BY1980                          SUPERSEDED SURVEY CONTROL
 BY1980
 BY1980  NGVD 29 (??/??/92)   96.352  (m)          316.11   (f) ADJ UNCH    2 0
 BY1980
 BY1980.Superseded values are not recommended for survey control.
 BY1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1980.See file dsdata.txt to determine how the superseded data were derived.
 BY1980
 BY1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ578416(NAD 83)
 BY1980_MARKER: DB = BENCH MARK DISK
 BY1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1980_STAMPING: S 414 1947
 BY1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1980+STABILITY: SURFACE MOTION
 BY1980
 BY1980  HISTORY     - Date     Condition        Report By
 BY1980  HISTORY     - 1947     MONUMENTED       CGS
 BY1980  HISTORY     - 1965     GOOD             USGS
 BY1980
 BY1980                          STATION DESCRIPTION
 BY1980
 BY1980'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BY1980'4.5 MI NE FROM WELDON.
 BY1980'FROM THE POST OFFICE AT WELDON GO 2 BLOCKS NW TO FARM ROAD 230, THENCE
 BY1980'4.5 MILES NE ALONG F.R. 230 TO A NW-SE X-RD. 168.0 FEET NE OF AND
 BY1980'ACROSS THE NW-SE ROAD FROM THE NE END OF SALEM CEMETERY, 100.0 FEET NE
 BY1980'OF THE CENTER OF THE NW-SE ROAD, 84.0 FEET NW OF THE CENTER OF FARM
 BY1980'ROAD 230, 2.4 FEET SW OF A REFERENCE POST, SET IN A CONCRETE POST
 BY1980'ABOUT THE SAME ELEVATION AS THE ROAD AND ABOUT FLUSH WITH THE SURFACE
 BY1980'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1680 ***********************************************************************
 BY1680  DESIGNATION -  S 415
 BY1680  PID         -  BY1680
 BY1680  STATE/COUNTY-  TX/LEON
 BY1680  USGS QUAD   -  FLO (1964)
 BY1680
 BY1680                         *CURRENT SURVEY CONTROL
 BY1680  ___________________________________________________________________
 BY1680* NAD 83(1986)-  31 25 09.     (N)    095 54 48.     (W)     SCALED    
 BY1680* NAVD 88     -       105.19   (+/-2cm)     345.1    (feet)  VERTCON   
 BY1680  ___________________________________________________________________
 BY1680  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BY1680
 BY1680  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1680
 BY1680.The horizontal coordinates were scaled from a topographic map and have
 BY1680.an estimated accuracy of +/- 6 seconds.
 BY1680
 BY1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1680.The vertical order pertains to the NGVD 29 superseded value.
 BY1680
 BY1680.The geoid height was determined by GEOID03.
 BY1680
 BY1680;                    North         East    Units  Estimated Accuracy
 BY1680;SPC TX C     - 3,202,620.    1,120,120.      MT  (+/- 180 meters Scaled)
 BY1680
 BY1680                          SUPERSEDED SURVEY CONTROL
 BY1680
 BY1680  NGVD 29 (??/??/92)  105.157  (m)          345.00   (f) ADJ UNCH    2 0
 BY1680
 BY1680.Superseded values are not recommended for survey control.
 BY1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1680.See file dsdata.txt to determine how the superseded data were derived.
 BY1680
 BY1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ230797(NAD 83)
 BY1680_MARKER: DB = BENCH MARK DISK
 BY1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1680_STAMPING: S 415 1947
 BY1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1680+STABILITY: SURFACE MOTION
 BY1680
 BY1680  HISTORY     - Date     Condition        Report By
 BY1680  HISTORY     - 1947     MONUMENTED       CGS
 BY1680
 BY1680                          STATION DESCRIPTION
 BY1680
 BY1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1680'IN FLO.
 BY1680'AT FLO, 105.0 FEET SOUTHWEST OF AND ACROSS A ROAD FROM THE SOUTHWEST
 BY1680'CORNER OF THE UNION CHURCH, 81.5 FEET NORTHWEST OF THE NORTH CORNER OF
 BY1680'THE MOORE GROCERY STORE, 30.4 FEET SOUTHWEST OF AND ABOUT LEVEL WITH
 BY1680'THE CENTER LINE OF A NORTHWEST-SOUTHEAST ROAD, 4.0 FEET NORTH OF A
 BY1680'FENCE CORNER AND 1.5 FEET NORTHWEST OF A 4 X 4 IN. MARKER POST.  A
 BY1680'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1680'PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1686 ***********************************************************************
 BY1686  DESIGNATION -  S 416
 BY1686  PID         -  BY1686
 BY1686  STATE/COUNTY-  TX/LEON
 BY1686  USGS QUAD   -  CENTERVILLE (1964)
 BY1686
 BY1686                         *CURRENT SURVEY CONTROL
 BY1686  ___________________________________________________________________
 BY1686* NAD 83(1986)-  31 22 00.     (N)    095 56 35.     (W)     SCALED    
 BY1686* NAVD 88     -       144.77   (+/-2cm)     475.0    (feet)  VERTCON   
 BY1686  ___________________________________________________________________
 BY1686  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1686
 BY1686  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1686
 BY1686.The horizontal coordinates were scaled from a topographic map and have
 BY1686.an estimated accuracy of +/- 6 seconds.
 BY1686
 BY1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1686.The vertical order pertains to the NGVD 29 superseded value.
 BY1686
 BY1686.The geoid height was determined by GEOID03.
 BY1686
 BY1686;                    North         East    Units  Estimated Accuracy
 BY1686;SPC TX C     - 3,196,700.    1,117,530.      MT  (+/- 180 meters Scaled)
 BY1686
 BY1686                          SUPERSEDED SURVEY CONTROL
 BY1686
 BY1686  NGVD 29 (??/??/92)  144.737  (m)          474.86   (f) ADJ UNCH    2 0
 BY1686
 BY1686.Superseded values are not recommended for survey control.
 BY1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1686.See file dsdata.txt to determine how the superseded data were derived.
 BY1686
 BY1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ200739(NAD 83)
 BY1686_MARKER: DB = BENCH MARK DISK
 BY1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1686_STAMPING: S 416 1947
 BY1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1686+STABILITY: SURFACE MOTION
 BY1686
 BY1686  HISTORY     - Date     Condition        Report By
 BY1686  HISTORY     - 1947     MONUMENTED       CGS
 BY1686
 BY1686                          STATION DESCRIPTION
 BY1686
 BY1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1686'0.9 MI E FROM MIDWAY.
 BY1686'ABOUT 0.9 MILE EAST ALONG A GRADED DIRT ROAD FROM THE MIDWAY SCHOOL AT
 BY1686'MIDWAY, ABOUT 120 YARDS NORTHEAST OF A CATTLE GUARD, 59.0 FEET EAST OF
 BY1686'AN EIGHTEEN INCH OAK TREE, 28.0 FEET SOUTHEAST OF AND ABOUT LEVEL WITH
 BY1686'THE CENTER LINE OF THE ROAD, 10.7 FEET SOUTH OF A FENCE CORNER, 7.4
 BY1686'FEET EAST OF A TEN INCH OAK TREE, 1.0 FOOT WEST OF A FENCE AND 1.0
 BY1686'FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET
 BY1686'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 BY1686'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0376 ***********************************************************************
 BZ0376  DESIGNATION -  S 417
 BZ0376  PID         -  BZ0376
 BZ0376  STATE/COUNTY-  TX/LEON
 BZ0376  USGS QUAD   -  JEWETT (1982)
 BZ0376
 BZ0376                         *CURRENT SURVEY CONTROL
 BZ0376  ___________________________________________________________________
 BZ0376* NAD 83(1986)-  31 22 26.     (N)    096 08 08.     (W)     SCALED    
 BZ0376* NAVD 88     -       145.604  (meters)     477.70   (feet)  ADJUSTED  
 BZ0376  ___________________________________________________________________
 BZ0376  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BZ0376  DYNAMIC HT  -         145.424 (meters)     477.11  (feet)  COMP
 BZ0376  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 BZ0376
 BZ0376  VERT ORDER  -  SECOND    CLASS 0
 BZ0376
 BZ0376.The horizontal coordinates were scaled from a topographic map and have
 BZ0376.an estimated accuracy of +/- 6 seconds.
 BZ0376
 BZ0376.The orthometric height was determined by differential leveling
 BZ0376.and adjusted by the National Geodetic Survey in June 1991..
 BZ0376
 BZ0376.The geoid height was determined by GEOID03.
 BZ0376
 BZ0376.The dynamic height is computed by dividing the NAVD 88
 BZ0376.geopotential number by the normal gravity value computed on the
 BZ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0376.degrees latitude (g = 980.6199 gals.).
 BZ0376
 BZ0376.The modeled gravity was interpolated from observed gravity values.
 BZ0376
 BZ0376;                    North         East    Units  Estimated Accuracy
 BZ0376;SPC TX C     - 3,196,790.    1,099,200.      MT  (+/- 180 meters Scaled)
 BZ0376
 BZ0376                          SUPERSEDED SURVEY CONTROL
 BZ0376
 BZ0376  NGVD 29 (??/??/92)  145.576  (m)          477.61   (f) ADJ UNCH    2 0
 BZ0376
 BZ0376.Superseded values are not recommended for survey control.
 BZ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0376.See file dsdata.txt to determine how the superseded data were derived.
 BZ0376
 BZ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV724745(NAD 83)
 BZ0376_MARKER: DB = BENCH MARK DISK
 BZ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0376_STAMPING: S 417 1947
 BZ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0376+STABILITY: SURFACE MOTION
 BZ0376
 BZ0376  HISTORY     - Date     Condition        Report By
 BZ0376  HISTORY     - 1947     MONUMENTED       CGS
 BZ0376  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0376
 BZ0376                          STATION DESCRIPTION
 BZ0376
 BZ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0376'1.1 MI NE FROM JEWETT.
 BZ0376'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 1.1 MILES
 BZ0376'ALONG U.S. HIGHWAY NO.79 TO SITE OF MARK, BENCH MARK IS AT THE
 BZ0376'SOUTHEAST CORNER OF THE INTERSECTION OF THE HIGHWAY AND A DIRT ROAD
 BZ0376'LEADING EAST, 60.7 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE
 BZ0376'OF THE HIGHWAY, 59.6 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15.0
 BZ0376'FEET NORTHEAST OF A FENCE CORNER, 12.6 FEET NORTHWEST OF A FOURTEEN
 BZ0376'INCH OAK TREE AND 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE
 BZ0376'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BZ0376'2 INCHES ABOVE GROUND.
 BZ0376
 BZ0376                          STATION RECOVERY (1980)
 BZ0376
 BZ0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0385 ***********************************************************************
 BZ0385  DESIGNATION -  S 418
 BZ0385  PID         -  BZ0385
 BZ0385  STATE/COUNTY-  TX/LEON
 BZ0385  USGS QUAD   -  BUFFALO (1982)
 BZ0385
 BZ0385                         *CURRENT SURVEY CONTROL
 BZ0385  ___________________________________________________________________
 BZ0385* NAD 83(1986)-  31 27 39.     (N)    096 03 56.     (W)     SCALED    
 BZ0385* NAVD 88     -       112.745  (meters)     369.90   (feet)  ADJUSTED  
 BZ0385  ___________________________________________________________________
 BZ0385  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BZ0385  DYNAMIC HT  -         112.606 (meters)     369.44  (feet)  COMP
 BZ0385  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 BZ0385
 BZ0385  VERT ORDER  -  SECOND    CLASS 0
 BZ0385
 BZ0385.The horizontal coordinates were scaled from a topographic map and have
 BZ0385.an estimated accuracy of +/- 6 seconds.
 BZ0385
 BZ0385.The orthometric height was determined by differential leveling
 BZ0385.and adjusted by the National Geodetic Survey in June 1991..
 BZ0385
 BZ0385.The geoid height was determined by GEOID03.
 BZ0385
 BZ0385.The dynamic height is computed by dividing the NAVD 88
 BZ0385.geopotential number by the normal gravity value computed on the
 BZ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0385.degrees latitude (g = 980.6199 gals.).
 BZ0385
 BZ0385.The modeled gravity was interpolated from observed gravity values.
 BZ0385
 BZ0385;                    North         East    Units  Estimated Accuracy
 BZ0385;SPC TX C     - 3,206,670.    1,105,480.      MT  (+/- 180 meters Scaled)
 BZ0385
 BZ0385                          SUPERSEDED SURVEY CONTROL
 BZ0385
 BZ0385  NGVD 29 (??/??/92)  112.728  (m)          369.84   (f) ADJ UNCH    2 0
 BZ0385
 BZ0385.Superseded values are not recommended for survey control.
 BZ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0385.See file dsdata.txt to determine how the superseded data were derived.
 BZ0385
 BZ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV788844(NAD 83)
 BZ0385_MARKER: DB = BENCH MARK DISK
 BZ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0385_STAMPING: S 418 1947
 BZ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0385+STABILITY: SURFACE MOTION
 BZ0385
 BZ0385  HISTORY     - Date     Condition        Report By
 BZ0385  HISTORY     - 1947     MONUMENTED       CGS
 BZ0385  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0385  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0385
 BZ0385                          STATION DESCRIPTION
 BZ0385
 BZ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0385'IN BUFFALO.
 BZ0385'AT BUFFALO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF U.S.
 BZ0385'HIGHWAYS NO.75 AND NO.79, 79.6 FEET SOUTHWEST OF AND ABOUT 1.5 FEET
 BZ0385'HIGHER THAN THE CENTER LINE OF HIGHWAY NO.75, 77.6 FEET SOUTHEAST OF
 BZ0385'THE CENTER LINE OF HIGHWAY NO.79, 67.3 FEET SOUTH OF A LIGHT POLE AND
 BZ0385'1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BZ0385'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BZ0385'GROUND.
 BZ0385
 BZ0385                          STATION RECOVERY (1965)
 BZ0385
 BZ0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0385'MARK NOT FOUND.
 BZ0385
 BZ0385                          STATION RECOVERY (1980)
 BZ0385
 BZ0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1748 ***********************************************************************
 BY1748  DESIGNATION -  S 419
 BY1748  PID         -  BY1748
 BY1748  STATE/COUNTY-  TX/LEON
 BY1748  USGS QUAD   -  EUNICE (1964)
 BY1748
 BY1748                         *CURRENT SURVEY CONTROL
 BY1748  ___________________________________________________________________
 BY1748* NAD 83(1986)-  31 15 48.     (N)    095 48 59.     (W)     SCALED    
 BY1748* NAVD 88     -        89.23   (+/-2cm)     292.7    (feet)  VERTCON   
 BY1748  ___________________________________________________________________
 BY1748  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY1748
 BY1748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1748
 BY1748.The horizontal coordinates were scaled from a topographic map and have
 BY1748.an estimated accuracy of +/- 6 seconds.
 BY1748
 BY1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1748.The vertical order pertains to the NGVD 29 superseded value.
 BY1748
 BY1748.The geoid height was determined by GEOID03.
 BY1748
 BY1748;                    North         East    Units  Estimated Accuracy
 BY1748;SPC TX C     - 3,185,730.    1,130,030.      MT  (+/- 180 meters Scaled)
 BY1748
 BY1748                          SUPERSEDED SURVEY CONTROL
 BY1748
 BY1748  NGVD 29 (??/??/92)   89.216  (m)          292.70   (f) ADJ UNCH    2 0
 BY1748
 BY1748.Superseded values are not recommended for survey control.
 BY1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1748.See file dsdata.txt to determine how the superseded data were derived.
 BY1748
 BY1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ318622(NAD 83)
 BY1748_MARKER: DB = BENCH MARK DISK
 BY1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1748_STAMPING: S 419 1947
 BY1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1748+STABILITY: SURFACE MOTION
 BY1748
 BY1748  HISTORY     - Date     Condition        Report By
 BY1748  HISTORY     - 1947     MONUMENTED       CGS
 BY1748
 BY1748                          STATION DESCRIPTION
 BY1748
 BY1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1748'0.5 MI NW FROM CENTERVIEW.
 BY1748'TO REACH FROM THE CENTERVIEW HIGH SCHOOL AT CENTERVIEW GO NORTHWEST
 BY1748'0.5 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 136.7
 BY1748'FEET NORTHWEST OF THE NORTHEAST END OF A LARGE CORRUGATED IRON
 BY1748'CULVERT, 85.7 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A FENCE, 57.0
 BY1748'FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY1748'19.2 FEET SOUTHEAST OF A TWELVE INCH OAK TREE AND 1.5 FEET SOUTHEAST
 BY1748'OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF
 BY1748'A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1888 ***********************************************************************
 BY1888  DESIGNATION -  S 420
 BY1888  PID         -  BY1888
 BY1888  STATE/COUNTY-  TX/LEON
 BY1888  USGS QUAD   -  LEONA (1964)
 BY1888
 BY1888                         *CURRENT SURVEY CONTROL
 BY1888  ___________________________________________________________________
 BY1888* NAD 83(1986)-  31 09 25.     (N)    095 55 39.     (W)     SCALED    
 BY1888* NAVD 88     -       100.64   (+/-2cm)     330.2    (feet)  VERTCON   
 BY1888  ___________________________________________________________________
 BY1888  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BY1888
 BY1888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1888
 BY1888.The horizontal coordinates were scaled from a topographic map and have
 BY1888.an estimated accuracy of +/- 6 seconds.
 BY1888
 BY1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1888.The vertical order pertains to the NGVD 29 superseded value.
 BY1888
 BY1888.The geoid height was determined by GEOID03.
 BY1888
 BY1888;                    North         East    Units  Estimated Accuracy
 BY1888;SPC TX C     - 3,173,520.    1,119,930.      MT  (+/- 180 meters Scaled)
 BY1888
 BY1888                          SUPERSEDED SURVEY CONTROL
 BY1888
 BY1888  NGVD 29 (??/??/92)  100.625  (m)          330.13   (f) ADJ UNCH    2 0
 BY1888
 BY1888.Superseded values are not recommended for survey control.
 BY1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1888.See file dsdata.txt to determine how the superseded data were derived.
 BY1888
 BY1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ209506(NAD 83)
 BY1888_MARKER: DB = BENCH MARK DISK
 BY1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1888_STAMPING: S 420 1947
 BY1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1888+STABILITY: SURFACE MOTION
 BY1888
 BY1888  HISTORY     - Date     Condition        Report By
 BY1888  HISTORY     - 1947     MONUMENTED       CGS
 BY1888  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1888
 BY1888                          STATION DESCRIPTION
 BY1888
 BY1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1888'2.9 MI E FROM LEONA.
 BY1888'TO REACH FROM THE POST OFFICE AT LEONA GO EASTERLY 2.9 MILES ALONG A
 BY1888'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A RIGHT ANGLE TURN
 BY1888'IN THE ROAD, 99.0 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 BY1888'SOUTH, 60.3 FEET WEST OF A TWELVE INCH OAK TREE AND FENCE CORNER, 40.5
 BY1888'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD LEADING
 BY1888'WEST, 1.0 FOOT NORTH OF A FENCE AND 1.5 FEET EAST OF A 4 X 4 IN.
 BY1888'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1888'POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.  NOTE-- NEW ROAD
 BY1888'CONSTRUCTION HAS DESTROYED ALL POINTS OF DESCRIPTIONS.
 BY1888
 BY1888                          STATION RECOVERY (1964)
 BY1888
 BY1888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0299 ***********************************************************************
 BZ0299  DESIGNATION -  S 421
 BZ0299  PID         -  BZ0299
 BZ0299  STATE/COUNTY-  TX/ANDERSON
 BZ0299  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0299
 BZ0299                         *CURRENT SURVEY CONTROL
 BZ0299  ___________________________________________________________________
 BZ0299* NAD 83(1986)-  31 56 40.     (N)    096 00 07.     (W)     SCALED    
 BZ0299* NAVD 88     -        82.245  (meters)     269.83   (feet)  ADJUSTED  
 BZ0299  ___________________________________________________________________
 BZ0299  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BZ0299  DYNAMIC HT  -          82.149 (meters)     269.52  (feet)  COMP
 BZ0299  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 BZ0299
 BZ0299  VERT ORDER  -  SECOND    CLASS 0
 BZ0299
 BZ0299.The horizontal coordinates were scaled from a topographic map and have
 BZ0299.an estimated accuracy of +/- 6 seconds.
 BZ0299
 BZ0299.The orthometric height was determined by differential leveling
 BZ0299.and adjusted by the National Geodetic Survey in June 1991..
 BZ0299
 BZ0299.The geoid height was determined by GEOID03.
 BZ0299
 BZ0299.The dynamic height is computed by dividing the NAVD 88
 BZ0299.geopotential number by the normal gravity value computed on the
 BZ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0299.degrees latitude (g = 980.6199 gals.).
 BZ0299
 BZ0299.The modeled gravity was interpolated from observed gravity values.
 BZ0299
 BZ0299;                    North         East    Units  Estimated Accuracy
 BZ0299;SPC TX C     - 3,260,490.    1,109,440.      MT  (+/- 180 meters Scaled)
 BZ0299
 BZ0299                          SUPERSEDED SURVEY CONTROL
 BZ0299
 BZ0299  NGVD 29 (??/??/92)   82.244  (m)          269.83   (f) ADJ UNCH    2 0
 BZ0299
 BZ0299.Superseded values are not recommended for survey control.
 BZ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0299.See file dsdata.txt to determine how the superseded data were derived.
 BZ0299
 BZ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA834382(NAD 83)
 BZ0299_MARKER: DB = BENCH MARK DISK
 BZ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0299_STAMPING: S 421 1947
 BZ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0299+STABILITY: SURFACE MOTION
 BZ0299
 BZ0299  HISTORY     - Date     Condition        Report By
 BZ0299  HISTORY     - 1947     MONUMENTED       CGS
 BZ0299
 BZ0299                          STATION DESCRIPTION
 BZ0299
 BZ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0299'2.9 MI SW FROM CAYUGA.
 BZ0299'TO REACH FROM THE POST OFFICE AT CAYUGA, PROCEED 1.7 MILE WEST ALONG
 BZ0299'U.S. HIGHWAY NO.287, THENCE 1.2 MILE SOUTH ALONG AN OILED ROAD, BENCH
 BZ0299'MARK IS AT THE JUNCTION OF AN OILED ROAD LEADING EAST TO THE TIDE
 BZ0299'WATER ASSOCIATED OIL COMPANY AND THE SEABOARD OIL CORPORATION
 BZ0299'REFINERY, 52.5 FEET SOUTH OF THE CENTER OF THE STEEL CATTLE GUARD
 BZ0299'ACROSS THE ROAD LEADING EAST, 57.0 FEET EAST OF THE CENTER OF THE MAIN
 BZ0299'ROAD, 20.2 FEET SOUTH OF A STEEL PIPE GATE POST, 2.5 FEET SOUTH OF A
 BZ0299'REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND
 BZ0299'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0694 ***********************************************************************
 CS0694  DESIGNATION -  S 422
 CS0694  PID         -  CS0694
 CS0694  STATE/COUNTY-  TX/NAVARRO
 CS0694  USGS QUAD   -  GOODLOW PARK (1978)
 CS0694
 CS0694                         *CURRENT SURVEY CONTROL
 CS0694  ___________________________________________________________________
 CS0694* NAD 83(1986)-  32 05 53.     (N)    096 09 42.     (W)     SCALED    
 CS0694* NAVD 88     -       103.416  (meters)     339.29   (feet)  ADJUSTED  
 CS0694  ___________________________________________________________________
 CS0694  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0694  DYNAMIC HT  -         103.296 (meters)     338.90  (feet)  COMP
 CS0694  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 CS0694
 CS0694  VERT ORDER  -  SECOND    CLASS 0
 CS0694
 CS0694.The horizontal coordinates were scaled from a topographic map and have
 CS0694.an estimated accuracy of +/- 6 seconds.
 CS0694
 CS0694.The orthometric height was determined by differential leveling
 CS0694.and adjusted by the National Geodetic Survey in June 1991..
 CS0694
 CS0694.The geoid height was determined by GEOID03.
 CS0694
 CS0694.The dynamic height is computed by dividing the NAVD 88
 CS0694.geopotential number by the normal gravity value computed on the
 CS0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0694.degrees latitude (g = 980.6199 gals.).
 CS0694
 CS0694.The modeled gravity was interpolated from observed gravity values.
 CS0694
 CS0694;                    North         East    Units  Estimated Accuracy
 CS0694;SPC TXNC     - 2,050,300.      820,710.      MT  (+/- 180 meters Scaled)
 CS0694
 CS0694                          SUPERSEDED SURVEY CONTROL
 CS0694
 CS0694  NGVD 29 (??/??/92)  103.419  (m)          339.30   (f) ADJ UNCH    2 0
 CS0694
 CS0694.Superseded values are not recommended for survey control.
 CS0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0694.See file dsdata.txt to determine how the superseded data were derived.
 CS0694
 CS0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA678548(NAD 83)
 CS0694_MARKER: DB = BENCH MARK DISK
 CS0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0694_STAMPING: S 422 1947
 CS0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0694+STABILITY: SURFACE MOTION
 CS0694
 CS0694  HISTORY     - Date     Condition        Report By
 CS0694  HISTORY     - 1947     MONUMENTED       CGS
 CS0694  HISTORY     - 1958     GOOD             USGS
 CS0694  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0694
 CS0694                          STATION DESCRIPTION
 CS0694
 CS0694'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0694'1.5 MI S FROM GOODNIGHT.
 CS0694'GOODNIGHT, ABOUT 1.5 MILES SOUTH OF.  TO REACH FROM THE SAMARIA
 CS0694'BAPTIST CHURCH AT GOODNIGHT GO SOUTHWEST ALONG A GRADED DIRT ROAD FOR
 CS0694'1.0 MILE TO A T-JCT.  TURN LEFT (SOUTHEAST) AND PROCEED 1.1 MILE TO
 CS0694'THE SITE OF THE MARK.  THE BENCH MARK IS LOCATED 35 FEET SOUTHWEST OF
 CS0694'THE CENTERLINE OF THE ROAD AND IS 2 FEET SOUTHEAST OF A NE-SW FENCE
 CS0694'LINE.  A BRONZE DISK SET IN A CONCRETE POST AND PROJECTING ABOUT 1
 CS0694'INCH ABOVE THE GROUND.
 CS0694
 CS0694                          STATION RECOVERY (2002)
 CS0694
 CS0694'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 CS0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0820 ***********************************************************************
 GL0820  DESIGNATION -  S 423
 GL0820  PID         -  GL0820
 GL0820  STATE/COUNTY-  TX/DALLAM
 GL0820  USGS QUAD   -  SEDAN SE (1970)
 GL0820
 GL0820                         *CURRENT SURVEY CONTROL
 GL0820  ___________________________________________________________________
 GL0820* NAD 83(1986)-  36 06 15.     (N)    103 02 27.     (W)     SCALED    
 GL0820* NAVD 88     -      1370.007  (meters)    4494.76   (feet)  ADJUSTED  
 GL0820  ___________________________________________________________________
 GL0820  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 GL0820  DYNAMIC HT  -        1368.379 (meters)    4489.42  (feet)  COMP
 GL0820  MODELED GRAV-     979,396.7   (mgal)                       NAVD 88
 GL0820
 GL0820  VERT ORDER  -  SECOND    CLASS 0
 GL0820
 GL0820.The horizontal coordinates were scaled from a topographic map and have
 GL0820.an estimated accuracy of +/- 6 seconds.
 GL0820
 GL0820.The orthometric height was determined by differential leveling
 GL0820.and adjusted by the National Geodetic Survey in June 1991..
 GL0820
 GL0820.The geoid height was determined by GEOID03.
 GL0820
 GL0820.The dynamic height is computed by dividing the NAVD 88
 GL0820.geopotential number by the normal gravity value computed on the
 GL0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0820.degrees latitude (g = 980.6199 gals.).
 GL0820
 GL0820.The modeled gravity was interpolated from observed gravity values.
 GL0820
 GL0820;                    North         East    Units  Estimated Accuracy
 GL0820;SPC TX N     - 1,234,520.       61,260.      MT  (+/- 180 meters Scaled)
 GL0820
 GL0820                          SUPERSEDED SURVEY CONTROL
 GL0820
 GL0820  NGVD 29 (??/??/92) 1369.339  (m)         4492.57   (f) ADJ UNCH    2 0
 GL0820
 GL0820.Superseded values are not recommended for survey control.
 GL0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0820.See file dsdata.txt to determine how the superseded data were derived.
 GL0820
 GL0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV763972(NAD 83)
 GL0820_MARKER: DB = BENCH MARK DISK
 GL0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0820_STAMPING: S 423 1955
 GL0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0820+STABILITY: SURFACE MOTION
 GL0820
 GL0820  HISTORY     - Date     Condition        Report By
 GL0820  HISTORY     - 1955     MONUMENTED       CGS
 GL0820
 GL0820                          STATION DESCRIPTION
 GL0820
 GL0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0820'19.5 MI S FROM TEXLINE.
 GL0820'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0820'CITY RAILROAD STATION AT TEXLINE, THENCE 2.7 MILES SOUTH ALONG A
 GL0820'GRADED DIRT ROAD, ON TOP OF A SMALL RIDGE, 40 FEET EAST OF THE CENTER
 GL0820'LINE OF A ROAD, 2 FEET WEST OF A FENCE, 2 FEET EAST OF A WITNESS POST,
 GL0820'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 GL0820'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0046 ***********************************************************************
 EN0046  DESIGNATION -  S 425
 EN0046  PID         -  EN0046
 EN0046  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0046  USGS QUAD   -  WELLINGTON (1982)
 EN0046
 EN0046                         *CURRENT SURVEY CONTROL
 EN0046  ___________________________________________________________________
 EN0046* NAD 83(1986)-  34 51 49.     (N)    100 13 20.     (W)     SCALED    
 EN0046* NAVD 88     -       625.096  (meters)    2050.84   (feet)  POSTED    
 EN0046  ___________________________________________________________________
 EN0046  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EN0046  DYNAMIC HT  -         624.400 (meters)    2048.55  (feet)  COMP
 EN0046  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 EN0046
 EN0046  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0046
 EN0046.The horizontal coordinates were scaled from a topographic map and have
 EN0046.an estimated accuracy of +/- 6 seconds.
 EN0046
 EN0046.The orthometric height was determined by differential leveling
 EN0046.and adjusted by the National Geodetic Survey in 1992..
 EN0046.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0046.rate of 1.1 thru 2.0 mm/km.
 EN0046
 EN0046.The geoid height was determined by GEOID03.
 EN0046
 EN0046.The dynamic height is computed by dividing the NAVD 88
 EN0046.geopotential number by the normal gravity value computed on the
 EN0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0046.degrees latitude (g = 980.6199 gals.).
 EN0046
 EN0046.The modeled gravity was interpolated from observed gravity values.
 EN0046
 EN0046;                    North         East    Units  Estimated Accuracy
 EN0046;SPC TX N     - 1,096,560.      316,830.      MT  (+/- 180 meters Scaled)
 EN0046
 EN0046                          SUPERSEDED SURVEY CONTROL
 EN0046
 EN0046  NGVD 29 (??/??/92)  624.788  (m)         2049.83   (f) ADJ UNCH    2 0
 EN0046
 EN0046.Superseded values are not recommended for survey control.
 EN0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0046.See file dsdata.txt to determine how the superseded data were derived.
 EN0046
 EN0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD882585(NAD 83)
 EN0046_MARKER: DB = BENCH MARK DISK
 EN0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0046_STAMPING: S 425 1934
 EN0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0046+STABILITY: SURFACE MOTION
 EN0046
 EN0046  HISTORY     - Date     Condition        Report By
 EN0046  HISTORY     - 1934     MONUMENTED       CGS
 EN0046  HISTORY     - 1964     MARK NOT FOUND   USGS
 EN0046
 EN0046                          STATION DESCRIPTION
 EN0046
 EN0046'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EN0046'1.0 MI NW FROM WELLINGTON.
 EN0046'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 203 FROM THE COUNTY COURTHOUSE
 EN0046'AT WELLINGTON, COLLINGSWORTH COUNTY, 100 FEET SOUTH OF A CITY-LIMIT
 EN0046'SIGN, 60 FEET NORTH OF A TEXACO SERVICE STATION, AT A STREET
 EN0046'INTERSECTION, 54 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 EN0046'SOUTH OF THE EAST-AND-WEST STREET, 6 FEET SOUTH OF A POLE, AND SET IN
 EN0046'THE TOP OF A CONCRETE POST.  NOTE-- IT HAS BEEN REPORTED THAT THE AREA
 EN0046'IN WHICH THIS MARK IS LOCATED IS NOW UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0211 ***********************************************************************
 FL0211  DESIGNATION -  S 426
 FL0211  PID         -  FL0211
 FL0211  STATE/COUNTY-  TX/COLLINGSWORTH
 FL0211  USGS QUAD   -  LUTIE (1964)
 FL0211
 FL0211                         *CURRENT SURVEY CONTROL
 FL0211  ___________________________________________________________________
 FL0211* NAD 83(1986)-  35 03 07.     (N)    100 14 14.     (W)     SCALED    
 FL0211* NAVD 88     -       688.988  (meters)    2260.45   (feet)  ADJUSTED  
 FL0211  ___________________________________________________________________
 FL0211  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 FL0211  DYNAMIC HT  -         688.253 (meters)    2258.04  (feet)  COMP
 FL0211  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 FL0211
 FL0211  VERT ORDER  -  SECOND    CLASS 0
 FL0211
 FL0211.The horizontal coordinates were scaled from a topographic map and have
 FL0211.an estimated accuracy of +/- 6 seconds.
 FL0211
 FL0211.The orthometric height was determined by differential leveling
 FL0211.and adjusted by the National Geodetic Survey in June 1991..
 FL0211
 FL0211.The geoid height was determined by GEOID03.
 FL0211
 FL0211.The dynamic height is computed by dividing the NAVD 88
 FL0211.geopotential number by the normal gravity value computed on the
 FL0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0211.degrees latitude (g = 980.6199 gals.).
 FL0211
 FL0211.The modeled gravity was interpolated from observed gravity values.
 FL0211
 FL0211;                    North         East    Units  Estimated Accuracy
 FL0211;SPC TX N     - 1,117,440.      315,190.      MT  (+/- 180 meters Scaled)
 FL0211
 FL0211                          SUPERSEDED SURVEY CONTROL
 FL0211
 FL0211  NGVD 29 (??/??/92)  688.696  (m)         2259.50   (f) ADJ UNCH    2 0
 FL0211
 FL0211.Superseded values are not recommended for survey control.
 FL0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0211.See file dsdata.txt to determine how the superseded data were derived.
 FL0211
 FL0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD871795(NAD 83)
 FL0211_MARKER: DB = BENCH MARK DISK
 FL0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0211_STAMPING: S-426 1934
 FL0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0211+STABILITY: SURFACE MOTION
 FL0211
 FL0211  HISTORY     - Date     Condition        Report By
 FL0211  HISTORY     - 1934     MONUMENTED       CGS
 FL0211  HISTORY     - 1975     GOOD             NGS
 FL0211  HISTORY     - 1975     GOOD             NGS
 FL0211
 FL0211                          STATION DESCRIPTION
 FL0211
 FL0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0211'2.1 MI N FROM LUTIE.
 FL0211'2.1 MI. N. OF ALONG U.S. NO. 83.  50 FT. E. OF CENTER LINE OF HWY. AT
 FL0211'S. END OF CURVE, 45 FT. S. CENTER LINE OF CROSS ROAD, 17 FT. S. OF
 FL0211'FENCE CORNER, AND 2 FT. W. OF FENCE LINE.
 FL0211
 FL0211                          STATION RECOVERY (1975)
 FL0211
 FL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0211'RECOVERED IN GOOD CONDITION.
 FL0211
 FL0211                          STATION RECOVERY (1975)
 FL0211
 FL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0889 ***********************************************************************
 FL0889  DESIGNATION -  S 427
 FL0889  PID         -  FL0889
 FL0889  STATE/COUNTY-  TX/ARMSTRONG
 FL0889  USGS QUAD   -  CLAUDE NE (1983)
 FL0889
 FL0889                         *CURRENT SURVEY CONTROL
 FL0889  ___________________________________________________________________
 FL0889* NAD 83(1986)-  35 10 56.     (N)    101 21 46.     (W)     SCALED    
 FL0889* NAVD 88     -      1041.756  (meters)    3417.83   (feet)  ADJUSTED  
 FL0889  ___________________________________________________________________
 FL0889  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0889  DYNAMIC HT  -        1040.528 (meters)    3413.80  (feet)  COMP
 FL0889  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 FL0889
 FL0889  VERT ORDER  -  SECOND    CLASS 0
 FL0889
 FL0889.The horizontal coordinates were scaled from a topographic map and have
 FL0889.an estimated accuracy of +/- 6 seconds.
 FL0889
 FL0889.The orthometric height was determined by differential leveling
 FL0889.and adjusted by the National Geodetic Survey in June 1991..
 FL0889
 FL0889.The geoid height was determined by GEOID03.
 FL0889
 FL0889.The dynamic height is computed by dividing the NAVD 88
 FL0889.geopotential number by the normal gravity value computed on the
 FL0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0889.degrees latitude (g = 980.6199 gals.).
 FL0889
 FL0889.The modeled gravity was interpolated from observed gravity values.
 FL0889
 FL0889;                    North         East    Units  Estimated Accuracy
 FL0889;SPC TX N     - 1,131,160.      212,500.      MT  (+/- 180 meters Scaled)
 FL0889
 FL0889                          SUPERSEDED SURVEY CONTROL
 FL0889
 FL0889  NGVD 29 (??/??/92) 1041.258  (m)         3416.19   (f) ADJ UNCH    2 0
 FL0889
 FL0889.Superseded values are not recommended for survey control.
 FL0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0889.See file dsdata.txt to determine how the superseded data were derived.
 FL0889
 FL0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD848958(NAD 83)
 FL0889_MARKER: DB = BENCH MARK DISK
 FL0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0889_STAMPING: S-427 1934
 FL0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0889+STABILITY: SURFACE MOTION
 FL0889
 FL0889  HISTORY     - Date     Condition        Report By
 FL0889  HISTORY     - 1934     MONUMENTED       CGS
 FL0889  HISTORY     - 1960     MARK NOT FOUND   USGS
 FL0889  HISTORY     - 1980     MARK NOT FOUND   USGS
 FL0889  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0889
 FL0889                          STATION DESCRIPTION
 FL0889
 FL0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0889'2.4 MI S FROM CONWAY.
 FL0889'2.4 MI. S. ALONG STATE NO. 117 5 FT. S.W. OF THE ARMSTRONG-CARSON
 FL0889'COUNTY LINE MARKER, 49 FT. W. OF THE CENTER LINE OF HWY., 6 FT. N. OF
 FL0889'FENCE CORNER, AND 1 FT. E. OF FENCE LINE.
 FL0889
 FL0889                          STATION RECOVERY (1960)
 FL0889
 FL0889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FL0889'MARK NOT FOUND.
 FL0889
 FL0889                          STATION RECOVERY (1980)
 FL0889
 FL0889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL0889'MARK NOT FOUND.
 FL0889
 FL0889                          STATION RECOVERY (1984)
 FL0889
 FL0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0213 ***********************************************************************
 EN0213  DESIGNATION -  S 428
 EN0213  PID         -  EN0213
 EN0213  STATE/COUNTY-  TX/DONLEY
 EN0213  USGS QUAD   -  CLARENDON SW (1963)
 EN0213
 EN0213                         *CURRENT SURVEY CONTROL
 EN0213  ___________________________________________________________________
 EN0213* NAD 83(1986)-  34 47 44.     (N)    100 53 45.     (W)     SCALED    
 EN0213* NAVD 88     -       800.291  (meters)    2625.62   (feet)  ADJUSTED  
 EN0213  ___________________________________________________________________
 EN0213  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EN0213  DYNAMIC HT  -         799.361 (meters)    2622.57  (feet)  COMP
 EN0213  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 EN0213
 EN0213  VERT ORDER  -  SECOND    CLASS 0
 EN0213
 EN0213.The horizontal coordinates were scaled from a topographic map and have
 EN0213.an estimated accuracy of +/- 6 seconds.
 EN0213
 EN0213.The orthometric height was determined by differential leveling
 EN0213.and adjusted by the National Geodetic Survey in June 1991..
 EN0213
 EN0213.The geoid height was determined by GEOID03.
 EN0213
 EN0213.The dynamic height is computed by dividing the NAVD 88
 EN0213.geopotential number by the normal gravity value computed on the
 EN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0213.degrees latitude (g = 980.6199 gals.).
 EN0213
 EN0213.The modeled gravity was interpolated from observed gravity values.
 EN0213
 EN0213;                    North         East    Units  Estimated Accuracy
 EN0213;SPC TX N     - 1,088,430.      255,290.      MT  (+/- 180 meters Scaled)
 EN0213
 EN0213                          SUPERSEDED SURVEY CONTROL
 EN0213
 EN0213  NGVD 29 (??/??/92)  799.901  (m)         2624.34   (f) ADJ UNCH    2 0
 EN0213
 EN0213.Superseded values are not recommended for survey control.
 EN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0213.See file dsdata.txt to determine how the superseded data were derived.
 EN0213
 EN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD265520(NAD 83)
 EN0213_MARKER: DB = BENCH MARK DISK
 EN0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0213_STAMPING: S 428 1934
 EN0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0213+STABILITY: SURFACE MOTION
 EN0213
 EN0213  HISTORY     - Date     Condition        Report By
 EN0213  HISTORY     - 1934     MONUMENTED       CGS
 EN0213
 EN0213                          STATION DESCRIPTION
 EN0213
 EN0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0213'5.7 MI N FROM BRICE.
 EN0213'IN DONLEY COUNTY, 5.7 MILES NORTH ALONG THE CLARENDON-QUITAQUE ROAD
 EN0213'FROM BRICE, HALL COUNTY, 48 FEET EAST OF THE CENTERLINE OF THE ROAD,
 EN0213'AT A SMALL RIDGE LEADING EAST, 2 FEET WEST OF A FENCE, 2 FEET LOWER
 EN0213'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0234 ***********************************************************************
 EO0234  DESIGNATION -  S 429
 EO0234  PID         -  EO0234
 EO0234  STATE/COUNTY-  TX/PARMER
 EO0234  USGS QUAD   -  HUB (1965)
 EO0234
 EO0234                         *CURRENT SURVEY CONTROL
 EO0234  ___________________________________________________________________
 EO0234* NAD 83(1986)-  34 31 31.     (N)    102 42 55.     (W)     SCALED    
 EO0234* NAVD 88     -      1231.487  (meters)    4040.30   (feet)  ADJUSTED  
 EO0234  ___________________________________________________________________
 EO0234  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 EO0234  DYNAMIC HT  -        1229.887 (meters)    4035.05  (feet)  COMP
 EO0234  MODELED GRAV-     979,293.8   (mgal)                       NAVD 88
 EO0234
 EO0234  VERT ORDER  -  FIRST     CLASS II
 EO0234
 EO0234.The horizontal coordinates were scaled from a topographic map and have
 EO0234.an estimated accuracy of +/- 6 seconds.
 EO0234
 EO0234.The orthometric height was determined by differential leveling
 EO0234.and adjusted by the National Geodetic Survey in June 1991..
 EO0234
 EO0234.The geoid height was determined by GEOID03.
 EO0234
 EO0234.The dynamic height is computed by dividing the NAVD 88
 EO0234.geopotential number by the normal gravity value computed on the
 EO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0234.degrees latitude (g = 980.6199 gals.).
 EO0234
 EO0234.The modeled gravity was interpolated from observed gravity values.
 EO0234
 EO0234;                    North         East    Units  Estimated Accuracy
 EO0234;SPC TX N     - 1,058,960.       88,420.      MT  (+/- 180 meters Scaled)
 EO0234
 EO0234                          SUPERSEDED SURVEY CONTROL
 EO0234
 EO0234  NGVD 29 (??/??/92) 1230.936  (m)         4038.50   (f) ADJ UNCH    1 2
 EO0234
 EO0234.Superseded values are not recommended for survey control.
 EO0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0234.See file dsdata.txt to determine how the superseded data were derived.
 EO0234
 EO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU097227(NAD 83)
 EO0234_MARKER: DB = BENCH MARK DISK
 EO0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0234_STAMPING: S 429 1934
 EO0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0234+STABILITY: SURFACE MOTION
 EO0234
 EO0234  HISTORY     - Date     Condition        Report By
 EO0234  HISTORY     - 1934     MONUMENTED       CGS
 EO0234  HISTORY     - 1958     GOOD             NGS
 EO0234  HISTORY     - 1984     GOOD             NGS
 EO0234
 EO0234                          STATION DESCRIPTION
 EO0234
 EO0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0234'10.55 MI E FROM BOVINA.
 EO0234'ABOUT 0.2 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0234'THE STATION AT BOVINA, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG FARM
 EO0234'ROAD 1731, THENCE ABOUT 9.7 MILES EAST ALONG STATE HIGHWAY 86, 60 FEET
 EO0234'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT MIDWAY BETWEEN TWO
 EO0234'POWER POLES, ABOUT 0.7 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY
 EO0234'214, ABOUT 0.2 MILE EAST OF A SMALL FARMHOUSE, 1 FOOT WEST OF A METAL
 EO0234'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 EO0234'CONCRETE POST PROJECTING 5 INCHES.
 EO0234
 EO0234                          STATION RECOVERY (1984)
 EO0234
 EO0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0732 ***********************************************************************
 AY0732  DESIGNATION -  S 43
 AY0732  PID         -  AY0732
 AY0732  STATE/COUNTY-  TX/BEXAR
 AY0732  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0732
 AY0732                         *CURRENT SURVEY CONTROL
 AY0732  ___________________________________________________________________
 AY0732* NAD 83(1986)-  29 25 37.     (N)    098 30 19.     (W)     SCALED    
 AY0732* NAVD 88     -       201.052  (meters)     659.62   (feet)  ADJUSTED  
 AY0732  ___________________________________________________________________
 AY0732  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AY0732  DYNAMIC HT  -         200.759 (meters)     658.66  (feet)  COMP
 AY0732  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AY0732
 AY0732  VERT ORDER  -  FIRST     CLASS II
 AY0732
 AY0732.The horizontal coordinates were scaled from a topographic map and have
 AY0732.an estimated accuracy of +/- 6 seconds.
 AY0732
 AY0732.The orthometric height was determined by differential leveling
 AY0732.and adjusted by the National Geodetic Survey in June 1991..
 AY0732
 AY0732.The geoid height was determined by GEOID03.
 AY0732
 AY0732.The dynamic height is computed by dividing the NAVD 88
 AY0732.geopotential number by the normal gravity value computed on the
 AY0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0732.degrees latitude (g = 980.6199 gals.).
 AY0732
 AY0732.The modeled gravity was interpolated from observed gravity values.
 AY0732
 AY0732;                    North         East    Units  Estimated Accuracy
 AY0732;SPC TXSC     - 4,176,720.      648,000.      MT  (+/- 180 meters Scaled)
 AY0732
 AY0732                          SUPERSEDED SURVEY CONTROL
 AY0732
 AY0732.No superseded survey control is available for this station.
 AY0732
 AY0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT479553(NAD 83)
 AY0732_MARKER: DB = BENCH MARK DISK
 AY0732_SETTING: 0 = UNSPECIFIED SETTING
 AY0732_STAMPING: S 43 1917 ELEV. 659.14 FT.
 AY0732_MARK LOGO: CGS   
 AY0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY0732+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 AY0732
 AY0732  HISTORY     - Date     Condition        Report By
 AY0732  HISTORY     - 1917     MONUMENTED       CGS
 AY0732  HISTORY     - 1943     GOOD             NGS
 AY0732  HISTORY     - 1946     GOOD             NGS
 AY0732  HISTORY     - 1982     GOOD             NGS
 AY0732  HISTORY     - 1989     GOOD             USPSQD
 AY0732  HISTORY     - 19991013 GOOD             USPSQD
 AY0732  HISTORY     - 20030419 GOOD             USPSQD
 AY0732  HISTORY     - 20060717 GOOD             USPSQD
 AY0732
 AY0732                          STATION DESCRIPTION
 AY0732
 AY0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0732'IN SAN ANTONIO.
 AY0732'TO REACH FROM THE COURT HOUSE AT SAN ANTONIO, PROCEED 1.0 BLOCK NORTH
 AY0732'TO COMMERCE STREET, THENCE 11 BLOCKS WEST ALONG WEST COMMERCE STREET
 AY0732'TO THE INTERNATIONAL, GREAT NORTHERN RAILROAD STATION (MISSOURI
 AY0732'PACIFIC) AND SITE OF BENCH MARK.  BENCH MARK IS SET VERTICALLY ON THE
 AY0732'WEST FACE AT THE SOUTHWEST CORNER OF THE RAILROAD STATION.  IT IS 8.5
 AY0732'FEET SOUTH OF THE CENTERLINE OF THE WEST ENTRANCE DOOR TO THE LUNCH
 AY0732'ROOM, 0.5 FOOT ABOVE THE SIDEWALK.
 AY0732
 AY0732                          STATION RECOVERY (1946)
 AY0732
 AY0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0732'RECOVERED IN GOOD CONDITION.
 AY0732
 AY0732                          STATION RECOVERY (1982)
 AY0732
 AY0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0732'RECOVERED THIS DATE, RAILROAD STATION IS NOW ABANDONED, DISK IS
 AY0732'INTACT.
 AY0732
 AY0732                          STATION RECOVERY (1989)
 AY0732
 AY0732'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0732'RECOVERED IN GOOD CONDITION.
 AY0732
 AY0732                          STATION RECOVERY (1999)
 AY0732
 AY0732'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0732'RECOVERED IN GOOD CONDITION.
 AY0732
 AY0732                          STATION RECOVERY (2003)
 AY0732
 AY0732'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0732'RECOVERED IN GOOD CONDITION.
 AY0732
 AY0732                          STATION RECOVERY (2006)
 AY0732
 AY0732'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY0732'BUILDING HAS BEEN THE SAN ANTONIO CITY EMPLOYEES CREDIT UNION BLDG.
 AY0732'SINCE 1987 PER OLAQUE IN THE BLDG.  GUARD SAID PART OF BLDG WAS
 AY0732'REMODELED.  RR NAME IS STILL ON THE BLDG. FA ADE.
 AY0732'MARK IS MOUNTED VERTICALLY IN THE EAST WALL OF THE RECESS IN THE SOUTH
 AY0732'BLDG. WALL OF THE EMPLOYEE ENTRANCE.  IT IS 31.75 FEET EAST OF THE
 AY0732'SOUTHWEST CORNER OF THE BLDG, 1.83 FEET NORTH OF THE SOUTHEAST CORNER
 AY0732'OF THE RECESS FOR THE EMPLOYEES DOOR AND 0.55 FEET ABOVE THE CONCRETE
 AY0732'AT THAT LOCATION.
 AY0732' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0388 ***********************************************************************
 EN0388  DESIGNATION -  S 430 RESET 1936
 EN0388  PID         -  EN0388
 EN0388  STATE/COUNTY-  TX/SWISHER
 EN0388  USGS QUAD   -  LAKEVIEW (1965)
 EN0388
 EN0388                         *CURRENT SURVEY CONTROL
 EN0388  ___________________________________________________________________
 EN0388* NAD 83(1986)-  34 31 47.     (N)    101 58 24.     (W)     SCALED    
 EN0388* NAVD 88     -      1110.04   (+/-2cm)    3641.9    (feet)  VERTCON   
 EN0388  ___________________________________________________________________
 EN0388  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 EN0388
 EN0388  VERT ORDER  -  THIRD (See Below)
 EN0388
 EN0388.The horizontal coordinates were scaled from a topographic map and have
 EN0388.an estimated accuracy of +/- 6 seconds.
 EN0388
 EN0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0388.The vertical order pertains to the NGVD 29 superseded value.
 EN0388
 EN0388.The geoid height was determined by GEOID03.
 EN0388
 EN0388;                    North         East    Units  Estimated Accuracy
 EN0388;SPC TX N     - 1,058,870.      156,540.      MT  (+/- 180 meters Scaled)
 EN0388
 EN0388                          SUPERSEDED SURVEY CONTROL
 EN0388
 EN0388  NGVD 29 (??/??/??) 1109.59   (m)         3640.4    (f) RESET       3  
 EN0388
 EN0388.Superseded values are not recommended for survey control.
 EN0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0388.See file dsdata.txt to determine how the superseded data were derived.
 EN0388
 EN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD270249(NAD 83)
 EN0388_MARKER: DB = BENCH MARK DISK
 EN0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0388_STAMPING: S 430 RESET 1936
 EN0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0388+STABILITY: SURFACE MOTION
 EN0388
 EN0388  HISTORY     - Date     Condition        Report By
 EN0388  HISTORY     - 1936     MONUMENTED       TXHD
 EN0388
 EN0388                          STATION DESCRIPTION
 EN0388
 EN0388'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1936
 EN0388'11.6 MI W FROM TULIA.
 EN0388'11.6 MILES WEST ALONG STATE HIGHWAY 86 FROM THE PANHANDLE AND SANTA FE
 EN0388'RAILWAY STATION AT TULIA, 120 YARDS SOUTHEAST OF A RANCH HOUSE, AT THE
 EN0388'JUNCTION OF A ROAD LEADING SOUTH, 47 FEET SOUTH OF THE CENTERLINE OF
 EN0388'THE HIGHWAY, 38 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 EN0388'EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0415 ***********************************************************************
 EN0415  DESIGNATION -  S 432
 EN0415  PID         -  EN0415
 EN0415  STATE/COUNTY-  TX/SWISHER
 EN0415  USGS QUAD   -  HAPPY (1965)
 EN0415
 EN0415                         *CURRENT SURVEY CONTROL
 EN0415  ___________________________________________________________________
 EN0415* NAD 83(1986)-  34 41 35.     (N)    101 50 24.     (W)     SCALED    
 EN0415* NAVD 88     -      1092.851  (meters)    3585.46   (feet)  ADJUSTED  
 EN0415  ___________________________________________________________________
 EN0415  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EN0415  DYNAMIC HT  -        1091.492 (meters)    3581.00  (feet)  COMP
 EN0415  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
 EN0415
 EN0415  VERT ORDER  -  SECOND    CLASS 0
 EN0415
 EN0415.The horizontal coordinates were scaled from a topographic map and have
 EN0415.an estimated accuracy of +/- 6 seconds.
 EN0415
 EN0415.The orthometric height was determined by differential leveling
 EN0415.and adjusted by the National Geodetic Survey in June 1991..
 EN0415
 EN0415.The geoid height was determined by GEOID03.
 EN0415
 EN0415.The dynamic height is computed by dividing the NAVD 88
 EN0415.geopotential number by the normal gravity value computed on the
 EN0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0415.degrees latitude (g = 980.6199 gals.).
 EN0415
 EN0415.The modeled gravity was interpolated from observed gravity values.
 EN0415
 EN0415;                    North         East    Units  Estimated Accuracy
 EN0415;SPC TX N     - 1,076,940.      168,850.      MT  (+/- 180 meters Scaled)
 EN0415
 EN0415                          SUPERSEDED SURVEY CONTROL
 EN0415
 EN0415  NGVD 29 (??/??/92) 1092.394  (m)         3583.96   (f) ADJ UNCH    2 0
 EN0415
 EN0415.Superseded values are not recommended for survey control.
 EN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0415.See file dsdata.txt to determine how the superseded data were derived.
 EN0415
 EN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD398426(NAD 83)
 EN0415_MARKER: DB = BENCH MARK DISK
 EN0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0415_STAMPING: S-432 1934
 EN0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0415+STABILITY: SURFACE MOTION
 EN0415
 EN0415  HISTORY     - Date     Condition        Report By
 EN0415  HISTORY     - 1934     MONUMENTED       CGS
 EN0415  HISTORY     - 1943     GOOD             NGS
 EN0415
 EN0415                          STATION DESCRIPTION
 EN0415
 EN0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0415'3.5 MI S FROM HAPPY.
 EN0415'3.5 MI. S. ALONG P. AND S. F. RY. 9 FT. E. OF MI. POST NO. 592, 52 FT.
 EN0415'W. OF THE CENTER LINE OF HWY., 44 FT. E. OF THE CENTER LINE OF TRACK,
 EN0415'AND 1 FT. W. OF THE FENCE LINE.  NOTE-- FENCE REMOVED, A WHITE REF.
 EN0415'POST WAS SET 2 FT. E OF BM.
 EN0415
 EN0415                          STATION RECOVERY (1943)
 EN0415
 EN0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EN0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0089 ***********************************************************************
 DP0089  DESIGNATION -  S 433
 DP0089  PID         -  DP0089
 DP0089  STATE/COUNTY-  TX/DICKENS
 DP0089  USGS QUAD   -  SPUR (1967)
 DP0089
 DP0089                         *CURRENT SURVEY CONTROL
 DP0089  ___________________________________________________________________
 DP0089* NAD 83(1986)-  33 28 35.     (N)    100 51 19.     (W)     SCALED    
 DP0089* NAVD 88     -       698.545  (meters)    2291.81   (feet)  ADJUSTED  
 DP0089  ___________________________________________________________________
 DP0089  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DP0089  DYNAMIC HT  -         697.699 (meters)    2289.03  (feet)  COMP
 DP0089  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 DP0089
 DP0089  VERT ORDER  -  SECOND    CLASS 0
 DP0089
 DP0089.The horizontal coordinates were scaled from a topographic map and have
 DP0089.an estimated accuracy of +/- 6 seconds.
 DP0089
 DP0089.The orthometric height was determined by differential leveling
 DP0089.and adjusted by the National Geodetic Survey in June 1991..
 DP0089
 DP0089.The geoid height was determined by GEOID03.
 DP0089
 DP0089.The dynamic height is computed by dividing the NAVD 88
 DP0089.geopotential number by the normal gravity value computed on the
 DP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0089.degrees latitude (g = 980.6199 gals.).
 DP0089
 DP0089.The modeled gravity was interpolated from observed gravity values.
 DP0089
 DP0089;                    North         East    Units  Estimated Accuracy
 DP0089;SPC TXNC     - 2,203,140.      381,120.      MT  (+/- 180 meters Scaled)
 DP0089
 DP0089                          SUPERSEDED SURVEY CONTROL
 DP0089
 DP0089  NGVD 29 (??/??/92)  698.290  (m)         2290.97   (f) ADJ UNCH    2 0
 DP0089
 DP0089.Superseded values are not recommended for survey control.
 DP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0089.See file dsdata.txt to determine how the superseded data were derived.
 DP0089
 DP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC276056(NAD 83)
 DP0089_MARKER: DB = BENCH MARK DISK
 DP0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0089_SP_SET: BUILDING
 DP0089_STAMPING: S-433 1934
 DP0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0089
 DP0089  HISTORY     - Date     Condition        Report By
 DP0089  HISTORY     - 1934     MONUMENTED       CGS
 DP0089  HISTORY     - 1935     GOOD             NGS
 DP0089
 DP0089                          STATION DESCRIPTION
 DP0089
 DP0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0089'IN SPUR.
 DP0089'AT THE SECURITY BANK BUILDING, AND SET VERTICALLY 1 FT N. OF THE S.E.
 DP0089'CORNER OF BUILDING UNDER BANK SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0427 ***********************************************************************
 EM0427  DESIGNATION -  S 435 RESET 1959
 EM0427  PID         -  EM0427
 EM0427  STATE/COUNTY-  TX/FOARD
 EM0427  USGS QUAD   -  TEACUP MOUNTAIN (1990)
 EM0427
 EM0427                         *CURRENT SURVEY CONTROL
 EM0427  ___________________________________________________________________
 EM0427* NAD 83(1986)-  34 00 08.     (N)    099 52 16.     (W)     SCALED    
 EM0427* NAVD 88     -       508.75   (meters)    1669.1    (feet)  RESET     
 EM0427  ___________________________________________________________________
 EM0427  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 EM0427
 EM0427  VERT ORDER  -  THIRD
 EM0427
 EM0427.The horizontal coordinates were scaled from a topographic map and have
 EM0427.an estimated accuracy of +/- 6 seconds.
 EM0427
 EM0427.The orthometric height was computed from unverified reset data.
 EM0427
 EM0427.The geoid height was determined by GEOID03.
 EM0427
 EM0427;                    North         East    Units  Estimated Accuracy
 EM0427;SPC TXNC     - 2,259,830.      473,340.      MT  (+/- 180 meters Scaled)
 EM0427
 EM0427                          SUPERSEDED SURVEY CONTROL
 EM0427
 EM0427.No superseded survey control is available for this station.
 EM0427
 EM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC195627(NAD 83)
 EM0427_MARKER: DB = BENCH MARK DISK
 EM0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0427_STAMPING: S 435 RESET 1959
 EM0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0427+STABILITY: SURFACE MOTION
 EM0427
 EM0427  HISTORY     - Date     Condition        Report By
 EM0427  HISTORY     - 1959     MONUMENTED       CGS
 EM0427
 EM0427                          STATION DESCRIPTION
 EM0427
 EM0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EM0427'8.7 MI W FROM CROWELL.
 EM0427'ABOUT 8.7 MILES WEST ALONG U.S. HIGHWAY NO. 70 FROM CROWELL, FOARD
 EM0427'COUNTY, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE, 61 FEET
 EM0427'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 226 FEET SOUTHWEST OF THE
 EM0427'CENTERLINE OF A CONCRETE BRIDGE.  A STANDARD DISK STAMPED S 435 RESET
 EM0427'1959 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0060 ***********************************************************************
 DP0060  DESIGNATION -  S 436
 DP0060  PID         -  DP0060
 DP0060  STATE/COUNTY-  TX/KING
 DP0060  USGS QUAD   -  BOB CREEK (1978)
 DP0060
 DP0060                         *CURRENT SURVEY CONTROL
 DP0060  ___________________________________________________________________
 DP0060* NAD 83(1986)-  33 29 34.     (N)    100 17 19.     (W)     SCALED    
 DP0060* NAVD 88     -       546.137  (meters)    1791.78   (feet)  ADJUSTED  
 DP0060  ___________________________________________________________________
 DP0060  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DP0060  DYNAMIC HT  -         545.491 (meters)    1789.67  (feet)  COMP
 DP0060  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DP0060
 DP0060  VERT ORDER  -  SECOND    CLASS 0
 DP0060
 DP0060.The horizontal coordinates were scaled from a topographic map and have
 DP0060.an estimated accuracy of +/- 6 seconds.
 DP0060
 DP0060.The orthometric height was determined by differential leveling
 DP0060.and adjusted by the National Geodetic Survey in June 1991..
 DP0060
 DP0060.The geoid height was determined by GEOID03.
 DP0060
 DP0060.The dynamic height is computed by dividing the NAVD 88
 DP0060.geopotential number by the normal gravity value computed on the
 DP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0060.degrees latitude (g = 980.6199 gals.).
 DP0060
 DP0060.The modeled gravity was interpolated from observed gravity values.
 DP0060
 DP0060;                    North         East    Units  Estimated Accuracy
 DP0060;SPC TXNC     - 2,203,920.      433,810.      MT  (+/- 180 meters Scaled)
 DP0060
 DP0060                          SUPERSEDED SURVEY CONTROL
 DP0060
 DP0060  NGVD 29 (??/??/92)  545.957  (m)         1791.19   (f) ADJ UNCH    2 0
 DP0060
 DP0060.Superseded values are not recommended for survey control.
 DP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0060.See file dsdata.txt to determine how the superseded data were derived.
 DP0060
 DP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC802066(NAD 83)
 DP0060_MARKER: DB = BENCH MARK DISK
 DP0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0060_SP_SET: CULVERT
 DP0060_STAMPING: S-436 1935
 DP0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0060
 DP0060  HISTORY     - Date     Condition        Report By
 DP0060  HISTORY     - 1935     MONUMENTED       CGS
 DP0060
 DP0060                          STATION DESCRIPTION
 DP0060
 DP0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0060'9.0 MI S FROM GUTHRIE.
 DP0060'9.0 MI. S. ALONG U. S. NO. 83 16 FT. W. OF THE CENTER LINE OF HWY.,
 DP0060'AND SET IN THE CENTER OF THE W. ABUTMENT OF A CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0037 ***********************************************************************
 DP0037  DESIGNATION -  S 437
 DP0037  PID         -  DP0037
 DP0037  STATE/COUNTY-  TX/COTTLE
 DP0037  USGS QUAD   -  GROW NW (1981)
 DP0037
 DP0037                         *CURRENT SURVEY CONTROL
 DP0037  ___________________________________________________________________
 DP0037* NAD 83(1986)-  33 59 31.     (N)    100 23 01.     (W)     SCALED    
 DP0037* NAVD 88     -       607.991  (meters)    1994.72   (feet)  ADJUSTED  
 DP0037  ___________________________________________________________________
 DP0037  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DP0037  DYNAMIC HT  -         607.290 (meters)    1992.42  (feet)  COMP
 DP0037  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 DP0037
 DP0037  VERT ORDER  -  SECOND    CLASS 0
 DP0037
 DP0037.The horizontal coordinates were scaled from a topographic map and have
 DP0037.an estimated accuracy of +/- 6 seconds.
 DP0037
 DP0037.The orthometric height was determined by differential leveling
 DP0037.and adjusted by the National Geodetic Survey in June 1991..
 DP0037
 DP0037.The geoid height was determined by GEOID03.
 DP0037
 DP0037.The dynamic height is computed by dividing the NAVD 88
 DP0037.geopotential number by the normal gravity value computed on the
 DP0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0037.degrees latitude (g = 980.6199 gals.).
 DP0037
 DP0037.The modeled gravity was interpolated from observed gravity values.
 DP0037
 DP0037;                    North         East    Units  Estimated Accuracy
 DP0037;SPC TXNC     - 2,259,420.      425,980.      MT  (+/- 180 meters Scaled)
 DP0037
 DP0037                          SUPERSEDED SURVEY CONTROL
 DP0037
 DP0037  NGVD 29 (??/??/92)  607.79   (m)         1994.1    (f) COMPUTED    2 0
 DP0037
 DP0037.Superseded values are not recommended for survey control.
 DP0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0037.See file dsdata.txt to determine how the superseded data were derived.
 DP0037
 DP0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC722621(NAD 83)
 DP0037_MARKER: DB = BENCH MARK DISK
 DP0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0037_STAMPING: S 437 1934
 DP0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0037+STABILITY: SURFACE MOTION
 DP0037
 DP0037  HISTORY     - Date     Condition        Report By
 DP0037  HISTORY     - 1934     MONUMENTED       CGS
 DP0037  HISTORY     - 1960     GOOD             NGS
 DP0037
 DP0037                          STATION DESCRIPTION
 DP0037
 DP0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0037'5.1 MI W FROM PADUCAH.
 DP0037'ABOUT 5.1 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0037'THE STATION AT PADUCAH, COTTLE COUNTY, 2 FEET WEST OF MILEPOST 48, AT
 DP0037'THE EAST END OF A CURVE, 25 FEET NORTH OF THE CENTER LINE OF THE
 DP0037'TRACK, AND 24 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED S 437
 DP0037'1934 AND SET IN THE TOP OF A CONCRETE POST.
 DP0037
 DP0037                          STATION RECOVERY (1960)
 DP0037
 DP0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DP0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0231 ***********************************************************************
 DP0231  DESIGNATION -  S 438
 DP0231  PID         -  DP0231
 DP0231  STATE/COUNTY-  TX/FLOYD
 DP0231  USGS QUAD   -  DOUGHERTY (1968)
 DP0231
 DP0231                         *CURRENT SURVEY CONTROL
 DP0231  ___________________________________________________________________
 DP0231* NAD 83(1986)-  33 56 13.     (N)    101 03 49.     (W)     SCALED    
 DP0231* NAVD 88     -       937.135  (meters)    3074.58   (feet)  ADJUSTED  
 DP0231  ___________________________________________________________________
 DP0231  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DP0231  DYNAMIC HT  -         935.948 (meters)    3070.69  (feet)  COMP
 DP0231  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 DP0231
 DP0231  VERT ORDER  -  SECOND    CLASS 0
 DP0231
 DP0231.The horizontal coordinates were scaled from a topographic map and have
 DP0231.an estimated accuracy of +/- 6 seconds.
 DP0231
 DP0231.The orthometric height was determined by differential leveling
 DP0231.and adjusted by the National Geodetic Survey in June 1991..
 DP0231
 DP0231.The geoid height was determined by GEOID03.
 DP0231
 DP0231.The dynamic height is computed by dividing the NAVD 88
 DP0231.geopotential number by the normal gravity value computed on the
 DP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0231.degrees latitude (g = 980.6199 gals.).
 DP0231
 DP0231.The modeled gravity was interpolated from observed gravity values.
 DP0231
 DP0231;                    North         East    Units  Estimated Accuracy
 DP0231;SPC TXNC     - 2,254,650.      363,010.      MT  (+/- 180 meters Scaled)
 DP0231
 DP0231                          SUPERSEDED SURVEY CONTROL
 DP0231
 DP0231  NGVD 29 (??/??/92)  936.784  (m)         3073.43   (f) ADJ UNCH    2 0
 DP0231
 DP0231.Superseded values are not recommended for survey control.
 DP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0231.See file dsdata.txt to determine how the superseded data were derived.
 DP0231
 DP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC092570(NAD 83)
 DP0231_MARKER: DB = BENCH MARK DISK
 DP0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0231_STAMPING: S 438 1934
 DP0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0231+STABILITY: SURFACE MOTION
 DP0231
 DP0231  HISTORY     - Date     Condition        Report By
 DP0231  HISTORY     - 1934     MONUMENTED       CGS
 DP0231  HISTORY     - 1958     GOOD             NGS
 DP0231
 DP0231                          STATION DESCRIPTION
 DP0231
 DP0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0231'1.6 MI E FROM DOUGHERTY.
 DP0231'ABOUT 1.6 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0231'THE STATION AT DOUGHERTY, FLOYD COUNTY, ABOUT 30 YARDS SOUTHWEST OF
 DP0231'MILEPOST 93+30, AT A ROAD CROSSING, ABOUT 51 FEET SOUTH OF THE CENTER
 DP0231'LINE OF THE TRACK, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 8 FEET
 DP0231'WEST OF A FENCE CORNER, AND 1 FOOT SOUTH OF A FENCE CORNER.  A
 DP0231'STANDARD DISK, STAMPED S 438 1934 AND SET IN THE TOP OF A CONCRETE
 DP0231'POST.
 DP0231
 DP0231                          STATION RECOVERY (1958)
 DP0231
 DP0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0349 ***********************************************************************
 EN0349  DESIGNATION -  S 439
 EN0349  PID         -  EN0349
 EN0349  STATE/COUNTY-  TX/HALE
 EN0349  USGS QUAD   -  PLAINVIEW (1965)
 EN0349
 EN0349                         *CURRENT SURVEY CONTROL
 EN0349  ___________________________________________________________________
 EN0349* NAD 83(1986)-  34 11 13.     (N)    101 42 14.     (W)     SCALED    
 EN0349* NAVD 88     -      1026.342  (meters)    3367.26   (feet)  ADJUSTED  
 EN0349  ___________________________________________________________________
 EN0349  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EN0349  DYNAMIC HT  -        1025.034 (meters)    3362.97  (feet)  COMP
 EN0349  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 EN0349
 EN0349  VERT ORDER  -  SECOND    CLASS 0
 EN0349
 EN0349.The horizontal coordinates were scaled from a topographic map and have
 EN0349.an estimated accuracy of +/- 6 seconds.
 EN0349
 EN0349.The orthometric height was determined by differential leveling
 EN0349.and adjusted by the National Geodetic Survey in June 1991..
 EN0349.WARNING-Repeat measurements at this control monument indicate possible
 EN0349.vertical movement.
 EN0349
 EN0349.The geoid height was determined by GEOID03.
 EN0349
 EN0349.The dynamic height is computed by dividing the NAVD 88
 EN0349.geopotential number by the normal gravity value computed on the
 EN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0349.degrees latitude (g = 980.6199 gals.).
 EN0349
 EN0349.The modeled gravity was interpolated from observed gravity values.
 EN0349
 EN0349;                    North         East    Units  Estimated Accuracy
 EN0349;SPC TXNC     - 2,284,000.      304,690.      MT  (+/- 180 meters Scaled)
 EN0349
 EN0349                          SUPERSEDED SURVEY CONTROL
 EN0349
 EN0349  NGVD 29 (??/??/92) 1025.934  (m)         3365.92   (f) ADJ UNCH    2 0
 EN0349
 EN0349.Superseded values are not recommended for survey control.
 EN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0349.See file dsdata.txt to determine how the superseded data were derived.
 EN0349
 EN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC508861(NAD 83)
 EN0349_MARKER: DB = BENCH MARK DISK
 EN0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0349_STAMPING: S 439 1934
 EN0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0349+STABILITY: SURFACE MOTION
 EN0349
 EN0349  HISTORY     - Date     Condition        Report By
 EN0349  HISTORY     - 1934     MONUMENTED       CGS
 EN0349  HISTORY     - 1963     GOOD             NGS
 EN0349
 EN0349                          STATION DESCRIPTION
 EN0349
 EN0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EN0349'IN PLAINVIEW.
 EN0349'AT PLAINVIEW, HALE COUNTY, AT THE CITY HALL, BETWEEN THE BUILDING AND
 EN0349'THE SIDEWALK, AND 1 FOOT NORTH OF THE SOUTHWEST CORNER OF THE
 EN0349'BUILDING.  A STANDARD DISK, STAMPED S 439 1934 AND SET IN THE TOP OF A
 EN0349'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0222 ***********************************************************************
 DQ0222  DESIGNATION -  S 441
 DQ0222  PID         -  DQ0222
 DQ0222  STATE/COUNTY-  TX/COCHRAN
 DQ0222  USGS QUAD   -  LEHMAN (1969)
 DQ0222
 DQ0222                         *CURRENT SURVEY CONTROL
 DQ0222  ___________________________________________________________________
 DQ0222* NAD 83(1986)-  33 37 19.     (N)    102 48 22.     (W)     SCALED    
 DQ0222* NAVD 88     -      1158.691  (meters)    3801.47   (feet)  ADJUSTED  
 DQ0222  ___________________________________________________________________
 DQ0222  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 DQ0222  DYNAMIC HT  -        1157.164 (meters)    3796.46  (feet)  COMP
 DQ0222  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 DQ0222
 DQ0222  VERT ORDER  -  SECOND    CLASS 0
 DQ0222
 DQ0222.The horizontal coordinates were scaled from a topographic map and have
 DQ0222.an estimated accuracy of +/- 6 seconds.
 DQ0222
 DQ0222.The orthometric height was determined by differential leveling
 DQ0222.and adjusted by the National Geodetic Survey in June 1991..
 DQ0222
 DQ0222.The geoid height was determined by GEOID03.
 DQ0222
 DQ0222.The dynamic height is computed by dividing the NAVD 88
 DQ0222.geopotential number by the normal gravity value computed on the
 DQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0222.degrees latitude (g = 980.6199 gals.).
 DQ0222
 DQ0222.The modeled gravity was interpolated from observed gravity values.
 DQ0222
 DQ0222;                    North         East    Units  Estimated Accuracy
 DQ0222;SPC TXNC     - 2,225,010.      200,570.      MT  (+/- 180 meters Scaled)
 DQ0222
 DQ0222                          SUPERSEDED SURVEY CONTROL
 DQ0222
 DQ0222  NGVD 29 (??/??/92) 1158.276  (m)         3800.11   (f) ADJ UNCH    2 0
 DQ0222
 DQ0222.Superseded values are not recommended for survey control.
 DQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0222.See file dsdata.txt to determine how the superseded data were derived.
 DQ0222
 DQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT035223(NAD 83)
 DQ0222_MARKER: DB = BENCH MARK DISK
 DQ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0222_STAMPING: S 441 1934
 DQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0222+STABILITY: SURFACE MOTION
 DQ0222
 DQ0222  HISTORY     - Date     Condition        Report By
 DQ0222  HISTORY     - 1934     MONUMENTED       CGS
 DQ0222  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0222
 DQ0222                          STATION DESCRIPTION
 DQ0222
 DQ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0222'IN LEHMAN.
 DQ0222'AT LEHMAN, COCHRAN COUNTY, 135 YARDS WEST OF THE PANHANDLE AND SANTA
 DQ0222'FE RAILWAY STATION, 62 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 DQ0222'STAMPED MAIN TRACK, AND 3 FET LOWER THAN THE TRACK.  A STANDARD DISK,
 DQ0222'STAMPED S 441 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DQ0222
 DQ0222                          STATION RECOVERY (1971)
 DQ0222
 DQ0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0689 ***********************************************************************
 CU0689  DESIGNATION -  S 444
 CU0689  PID         -  CU0689
 CU0689  STATE/COUNTY-  TX/DAWSON
 CU0689  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0689
 CU0689                         *CURRENT SURVEY CONTROL
 CU0689  ___________________________________________________________________
 CU0689* NAD 83(1986)-  32 40 25.     (N)    101 52 56.     (W)     SCALED    
 CU0689* NAVD 88     -       886.556  (meters)    2908.64   (feet)  ADJUSTED  
 CU0689  ___________________________________________________________________
 CU0689  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CU0689  DYNAMIC HT  -         885.377 (meters)    2904.77  (feet)  COMP
 CU0689  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 CU0689
 CU0689  VERT ORDER  -  SECOND    CLASS 0
 CU0689
 CU0689.The horizontal coordinates were scaled from a topographic map and have
 CU0689.an estimated accuracy of +/- 6 seconds.
 CU0689
 CU0689.The orthometric height was determined by differential leveling
 CU0689.and adjusted by the National Geodetic Survey in June 1991..
 CU0689
 CU0689.The geoid height was determined by GEOID03.
 CU0689
 CU0689.The dynamic height is computed by dividing the NAVD 88
 CU0689.geopotential number by the normal gravity value computed on the
 CU0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0689.degrees latitude (g = 980.6199 gals.).
 CU0689
 CU0689.The modeled gravity was interpolated from observed gravity values.
 CU0689
 CU0689;                    North         East    Units  Estimated Accuracy
 CU0689;SPC TXNC     - 2,116,770.      282,850.      MT  (+/- 180 meters Scaled)
 CU0689
 CU0689                          SUPERSEDED SURVEY CONTROL
 CU0689
 CU0689  NGVD 29 (??/??/92)  886.240  (m)         2907.61   (f) ADJ UNCH    2 0
 CU0689
 CU0689.Superseded values are not recommended for survey control.
 CU0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0689.See file dsdata.txt to determine how the superseded data were derived.
 CU0689
 CU0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB297187(NAD 83)
 CU0689_MARKER: DB = BENCH MARK DISK
 CU0689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0689_SP_SET: UNDERPASS
 CU0689_STAMPING: S 444 1934
 CU0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0689
 CU0689  HISTORY     - Date     Condition        Report By
 CU0689  HISTORY     - 1934     MONUMENTED       CGS
 CU0689  HISTORY     - 1961     GOOD             NGS
 CU0689  HISTORY     - 1968     GOOD             NGS
 CU0689
 CU0689                          STATION DESCRIPTION
 CU0689
 CU0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0689'6.0 MI SE FROM LAMESA.
 CU0689'6.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CU0689'AT LAMESA, AT A 7-FOOT SQUARE CONCRETE CATTLE UNDERPASS, IN THE TOP OF
 CU0689'THE WEST HEADWALL, 55 FEET EAST OF A FENCE AND A ROW OF POWERLINE
 CU0689'POLES, AND 18 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 CU0689
 CU0689                          STATION RECOVERY (1968)
 CU0689
 CU0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CU0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0707 ***********************************************************************
 CU0707  DESIGNATION -  S 445
 CU0707  PID         -  CU0707
 CU0707  STATE/COUNTY-  TX/DAWSON
 CU0707  USGS QUAD   -  O'DONNELL (1969)
 CU0707
 CU0707                         *CURRENT SURVEY CONTROL
 CU0707  ___________________________________________________________________
 CU0707* NAD 83(1986)-  32 56 51.     (N)    101 50 52.     (W)     SCALED    
 CU0707* NAVD 88     -       933.763  (meters)    3063.52   (feet)  ADJUSTED  
 CU0707  ___________________________________________________________________
 CU0707  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CU0707  DYNAMIC HT  -         932.529 (meters)    3059.47  (feet)  COMP
 CU0707  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 CU0707
 CU0707  VERT ORDER  -  SECOND    CLASS 0
 CU0707
 CU0707.The horizontal coordinates were scaled from a topographic map and have
 CU0707.an estimated accuracy of +/- 6 seconds.
 CU0707
 CU0707.The orthometric height was determined by differential leveling
 CU0707.and adjusted by the National Geodetic Survey in June 1991..
 CU0707
 CU0707.The geoid height was determined by GEOID03.
 CU0707
 CU0707.The dynamic height is computed by dividing the NAVD 88
 CU0707.geopotential number by the normal gravity value computed on the
 CU0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0707.degrees latitude (g = 980.6199 gals.).
 CU0707
 CU0707.The modeled gravity was interpolated from observed gravity values.
 CU0707
 CU0707;                    North         East    Units  Estimated Accuracy
 CU0707;SPC TXNC     - 2,147,020.      287,050.      MT  (+/- 180 meters Scaled)
 CU0707
 CU0707                          SUPERSEDED SURVEY CONTROL
 CU0707
 CU0707  NGVD 29 (??/??/92)  933.405  (m)         3062.35   (f) ADJ UNCH    2 0
 CU0707
 CU0707.Superseded values are not recommended for survey control.
 CU0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0707.See file dsdata.txt to determine how the superseded data were derived.
 CU0707
 CU0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB337490(NAD 83)
 CU0707_MARKER: DB = BENCH MARK DISK
 CU0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0707_STAMPING: S 445 1934
 CU0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0707+STABILITY: SURFACE MOTION
 CU0707
 CU0707  HISTORY     - Date     Condition        Report By
 CU0707  HISTORY     - 1934     MONUMENTED       CGS
 CU0707  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0707  HISTORY     - 1968     MARK NOT FOUND   USGS
 CU0707
 CU0707                          STATION DESCRIPTION
 CU0707
 CU0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0707'1.4 MI SW FROM ODONNELL.
 CU0707'ORIGINAL DESCRIPTION-- IN DAWSON COUNTY, 1.4 MILES SOUTHWEST ALONG THE
 CU0707'PANHANDLE AND SANTA FE RAILWAY FROM THE STATION AT ODONNELL, LYNN
 CU0707'COUNTY, 200 FEET NORTHWEST OF A FARMHOUSE, 100 FEET NORTH OF A ROAD
 CU0707'CROSSING, 48 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 29 FEET
 CU0707'WEST OF THE CENTERLINE OF U.S. HIGHWAY 87.  NOTE-- THE SITE OF THIS
 CU0707'MARK IS NOW UNDER SAND DRIFTS.  THE MARK IS PROBABLY IN PLACE BUT NOT
 CU0707'NOW AVAILABLE.
 CU0707
 CU0707                          STATION RECOVERY (1968)
 CU0707
 CU0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0487 ***********************************************************************
 CU0487  DESIGNATION -  S 446
 CU0487  PID         -  CU0487
 CU0487  STATE/COUNTY-  TX/BORDEN
 CU0487  USGS QUAD   -  GAIL (1969)
 CU0487
 CU0487                         *CURRENT SURVEY CONTROL
 CU0487  ___________________________________________________________________
 CU0487* NAD 83(1986)-  32 46 08.     (N)    101 27 16.     (W)     SCALED    
 CU0487* NAVD 88     -       794.824  (meters)    2607.69   (feet)  ADJUSTED  
 CU0487  ___________________________________________________________________
 CU0487  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CU0487  DYNAMIC HT  -         793.780 (meters)    2604.26  (feet)  COMP
 CU0487  MODELED GRAV-     979,298.7   (mgal)                       NAVD 88
 CU0487
 CU0487  VERT ORDER  -  SECOND    CLASS 0
 CU0487
 CU0487.The horizontal coordinates were scaled from a topographic map and have
 CU0487.an estimated accuracy of +/- 6 seconds.
 CU0487
 CU0487.The orthometric height was determined by differential leveling
 CU0487.and adjusted by the National Geodetic Survey in June 1991..
 CU0487
 CU0487.The geoid height was determined by GEOID03.
 CU0487
 CU0487.The dynamic height is computed by dividing the NAVD 88
 CU0487.geopotential number by the normal gravity value computed on the
 CU0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0487.degrees latitude (g = 980.6199 gals.).
 CU0487
 CU0487.The modeled gravity was interpolated from observed gravity values.
 CU0487
 CU0487;                    North         East    Units  Estimated Accuracy
 CU0487;SPC TXNC     - 2,126,120.      323,250.      MT  (+/- 180 meters Scaled)
 CU0487
 CU0487                          SUPERSEDED SURVEY CONTROL
 CU0487
 CU0487  NGVD 29 (??/??/92)  794.507  (m)         2606.64   (f) ADJ UNCH    2 0
 CU0487
 CU0487.Superseded values are not recommended for survey control.
 CU0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0487.See file dsdata.txt to determine how the superseded data were derived.
 CU0487
 CU0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB700283(NAD 83)
 CU0487_MARKER: DB = BENCH MARK DISK
 CU0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0487_STAMPING: S 446 1934
 CU0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0487+STABILITY: SURFACE MOTION
 CU0487
 CU0487  HISTORY     - Date     Condition        Report By
 CU0487  HISTORY     - 1934     MONUMENTED       CGS
 CU0487
 CU0487                          STATION DESCRIPTION
 CU0487
 CU0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0487'0.7 MI W FROM GAIL.
 CU0487'0.7 MILE WEST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT GAIL,
 CU0487'BORDEN COUNTY, 300 FEET SOUTH OF A T-ANGLE IN THE FENCE, 275 FEET
 CU0487'NORTH OF A SHARP CURVE, 31 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CU0487'AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED S 446 1934 AND
 CU0487'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0276 ***********************************************************************
 CC0276  DESIGNATION -  S 447
 CC0276  PID         -  CC0276
 CC0276  STATE/COUNTY-  TX/WINKLER
 CC0276  USGS QUAD   -  VESRUE (1970)
 CC0276
 CC0276                         *CURRENT SURVEY CONTROL
 CC0276  ___________________________________________________________________
 CC0276* NAD 83(1986)-  31 54 55.     (N)    103 07 02.     (W)     SCALED    
 CC0276* NAVD 88     -       885.864  (meters)    2906.37   (feet)  ADJUSTED  
 CC0276  ___________________________________________________________________
 CC0276  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CC0276  DYNAMIC HT  -         884.616 (meters)    2902.28  (feet)  COMP
 CC0276  MODELED GRAV-     979,200.0   (mgal)                       NAVD 88
 CC0276
 CC0276  VERT ORDER  -  SECOND    CLASS 0
 CC0276
 CC0276.The horizontal coordinates were scaled from a topographic map and have
 CC0276.an estimated accuracy of +/- 6 seconds.
 CC0276
 CC0276.The orthometric height was determined by differential leveling
 CC0276.and adjusted by the National Geodetic Survey in June 1991..
 CC0276
 CC0276.The geoid height was determined by GEOID03.
 CC0276
 CC0276.The dynamic height is computed by dividing the NAVD 88
 CC0276.geopotential number by the normal gravity value computed on the
 CC0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0276.degrees latitude (g = 980.6199 gals.).
 CC0276
 CC0276.The modeled gravity was interpolated from observed gravity values.
 CC0276
 CC0276;                    North         East    Units  Estimated Accuracy
 CC0276;SPC TX C     - 3,252,580.      436,730.      MT  (+/- 180 meters Scaled)
 CC0276
 CC0276                          SUPERSEDED SURVEY CONTROL
 CC0276
 CC0276  NGVD 29 (??/??/92)  885.475  (m)         2905.10   (f) ADJ UNCH    2 0
 CC0276
 CC0276.Superseded values are not recommended for survey control.
 CC0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0276.See file dsdata.txt to determine how the superseded data were derived.
 CC0276
 CC0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR780325(NAD 83)
 CC0276_MARKER: DB = BENCH MARK DISK
 CC0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0276_STAMPING: S-447 1935
 CC0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0276+STABILITY: SURFACE MOTION
 CC0276
 CC0276  HISTORY     - Date     Condition        Report By
 CC0276  HISTORY     - 1935     MONUMENTED       CGS
 CC0276
 CC0276                          STATION DESCRIPTION
 CC0276
 CC0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0276'4.2 MI S FROM CHEYENNE.
 CC0276'4.2 MI. S. ALONG T AND NM RY 0.3 MI. S. OF A GRADE CROSSING, 165 FT.
 CC0276'E. OF MILE POST NO. 28, 102 FT. E. OF THE CENTER LINE OF TRACK, 54 FT.
 CC0276'W. OF THE CENTER LINE OF HWY., AND 1 FT. W. OF R.O.W. FENCE. NOTE--
 CC0276'4.3 MI. N. OF KERMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0400 ***********************************************************************
 BN0400  DESIGNATION -  S 448
 BN0400  PID         -  BN0400
 BN0400  STATE/COUNTY-  TX/KIMBLE
 BN0400  USGS QUAD   -  LONDON (1968)
 BN0400
 BN0400                         *CURRENT SURVEY CONTROL
 BN0400  ___________________________________________________________________
 BN0400* NAD 83(1986)-  30 40 45.     (N)    099 34 30.     (W)     SCALED    
 BN0400* NAVD 88     -       514.971  (meters)    1689.53   (feet)  ADJUSTED  
 BN0400  ___________________________________________________________________
 BN0400  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 BN0400  DYNAMIC HT  -         514.246 (meters)    1687.16  (feet)  COMP
 BN0400  MODELED GRAV-     979,217.3   (mgal)                       NAVD 88
 BN0400
 BN0400  VERT ORDER  -  SECOND    CLASS 0
 BN0400
 BN0400.The horizontal coordinates were scaled from a topographic map and have
 BN0400.an estimated accuracy of +/- 6 seconds.
 BN0400
 BN0400.The orthometric height was determined by differential leveling
 BN0400.and adjusted by the National Geodetic Survey in June 1991..
 BN0400
 BN0400.The geoid height was determined by GEOID03.
 BN0400
 BN0400.The dynamic height is computed by dividing the NAVD 88
 BN0400.geopotential number by the normal gravity value computed on the
 BN0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0400.degrees latitude (g = 980.6199 gals.).
 BN0400
 BN0400.The modeled gravity was interpolated from observed gravity values.
 BN0400
 BN0400;                    North         East    Units  Estimated Accuracy
 BN0400;SPC TX C     - 3,112,490.      772,660.      MT  (+/- 180 meters Scaled)
 BN0400
 BN0400                          SUPERSEDED SURVEY CONTROL
 BN0400
 BN0400  NGVD 29 (??/??/92)  514.919  (m)         1689.36   (f) ADJ UNCH    2 0
 BN0400
 BN0400.Superseded values are not recommended for survey control.
 BN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0400.See file dsdata.txt to determine how the superseded data were derived.
 BN0400
 BN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU449941(NAD 83)
 BN0400_MARKER: DB = BENCH MARK DISK
 BN0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0400_STAMPING: S 448 1935
 BN0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0400+STABILITY: SURFACE MOTION
 BN0400
 BN0400  HISTORY     - Date     Condition        Report By
 BN0400  HISTORY     - 1935     MONUMENTED       CGS
 BN0400  HISTORY     - 1953     GOOD             NGS
 BN0400  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BN0400
 BN0400                          STATION DESCRIPTION
 BN0400
 BN0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0400'0.15 MI NE FROM LONDON.
 BN0400'0.15 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 BN0400'LONDON, 67 FEET SOUTHEAST OF A POWER POLE, 41 FEET NORTHWEST OF THE
 BN0400'CENTER LINE OF A GRAVELED ROAD, 26 FEET WEST OF A 20 INCH OAK TREE,
 BN0400'1.5 FEET SOUTHEAST OF A FENCE, 1 FOOT NORTHEAST OF A WITNESS POST, SET
 BN0400'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BN0400'GROUND.
 BN0400
 BN0400                          STATION RECOVERY (1999)
 BN0400
 BN0400'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0273 ***********************************************************************
 BN0273  DESIGNATION -  S 449
 BN0273  PID         -  BN0273
 BN0273  STATE/COUNTY-  TX/KERR
 BN0273  USGS QUAD   -  CONTRARY CREEK (1964)
 BN0273
 BN0273                         *CURRENT SURVEY CONTROL
 BN0273  ___________________________________________________________________
 BN0273* NAD 83(1986)-  30 13 59.     (N)    099 25 37.     (W)     SCALED    
 BN0273* NAVD 88     -       661.601  (meters)    2170.60   (feet)  ADJUSTED  
 BN0273  ___________________________________________________________________
 BN0273  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BN0273  DYNAMIC HT  -         660.651 (meters)    2167.49  (feet)  COMP
 BN0273  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 BN0273
 BN0273  VERT ORDER  -  SECOND    CLASS 0
 BN0273
 BN0273.The horizontal coordinates were scaled from a topographic map and have
 BN0273.an estimated accuracy of +/- 6 seconds.
 BN0273
 BN0273.The orthometric height was determined by differential leveling
 BN0273.and adjusted by the National Geodetic Survey in June 1991..
 BN0273
 BN0273.The geoid height was determined by GEOID03.
 BN0273
 BN0273.The dynamic height is computed by dividing the NAVD 88
 BN0273.geopotential number by the normal gravity value computed on the
 BN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0273.degrees latitude (g = 980.6199 gals.).
 BN0273
 BN0273.The modeled gravity was interpolated from observed gravity values.
 BN0273
 BN0273;                    North         East    Units  Estimated Accuracy
 BN0273;SPC TXSC     - 4,266,040.      558,900.      MT  (+/- 180 meters Scaled)
 BN0273
 BN0273                          SUPERSEDED SURVEY CONTROL
 BN0273
 BN0273  NGVD 29 (??/??/92)  661.537  (m)         2170.39   (f) ADJ UNCH    2 0
 BN0273
 BN0273.Superseded values are not recommended for survey control.
 BN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0273.See file dsdata.txt to determine how the superseded data were derived.
 BN0273
 BN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU589446(NAD 83)
 BN0273_MARKER: DB = BENCH MARK DISK
 BN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0273_STAMPING: S 449 1935
 BN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0273+STABILITY: SURFACE MOTION
 BN0273
 BN0273  HISTORY     - Date     Condition        Report By
 BN0273  HISTORY     - 1935     MONUMENTED       CGS
 BN0273  HISTORY     - 1963     GOOD             USGS
 BN0273
 BN0273                          STATION DESCRIPTION
 BN0273
 BN0273'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BN0273'17.1 MI NW FROM INGRAM.
 BN0273'17.1 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM INGRAM, KERR COUNTY,
 BN0273'1.0 MILE SOUTH OF THE MID-WAY AUTO CAMP, 1360 FEET NORTHWEST OF A 14
 BN0273'BY 5 FT. CONCRETE CULVERT, 675 FEET SOUTHEAST ALONG FENCE FROM OLD
 BN0273'ROAD LEADING TO A GRAVEL PIT, 91 FEET SOUTHWEST OF CENTER LINE OF THE
 BN0273'HIGHWAY, 1 FOOT EAST OF ROW FENCE.  A STANDARD DISK, STAMPED S 449
 BN0273'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4850 ***********************************************************************
 AW4850  TIDAL BM    -  This is a Tidal Bench Mark.
 AW4850  DESIGNATION -  S 449 5
 AW4850  PID         -  AW4850
 AW4850  STATE/COUNTY-  TX/GALVESTON
 AW4850  USGS QUAD   -  GALVESTON (1994)
 AW4850
 AW4850                         *CURRENT SURVEY CONTROL
 AW4850  ___________________________________________________________________
 AW4850* NAD 83(1986)-  29 17 19.     (N)    094 47 24.     (W)     SCALED    
 AW4850* NAVD 88     -         4.387  (meters)      14.39   (feet)  ADJUSTED  
 AW4850  ___________________________________________________________________
 AW4850  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW4850  DYNAMIC HT  -           4.381 (meters)      14.37  (feet)  COMP
 AW4850  MODELED GRAV-     979,261.5   (mgal)                       NAVD 88
 AW4850
 AW4850  VERT ORDER  -  FIRST     CLASS II
 AW4850
 AW4850.The horizontal coordinates were scaled from a topographic map and have
 AW4850.an estimated accuracy of +/- 6 seconds.
 AW4850
 AW4850.The orthometric height was determined by differential leveling
 AW4850.and adjusted by the National Geodetic Survey in March 1997..
 AW4850
 AW4850.This Tidal Bench Mark is designated as VM 863
 AW4850.by the Center for Operational Oceanographic Products and Services.
 AW4850
 AW4850.The geoid height was determined by GEOID03.
 AW4850
 AW4850.The dynamic height is computed by dividing the NAVD 88
 AW4850.geopotential number by the normal gravity value computed on the
 AW4850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4850.degrees latitude (g = 980.6199 gals.).
 AW4850
 AW4850.The modeled gravity was interpolated from observed gravity values.
 AW4850
 AW4850;                    North         East    Units  Estimated Accuracy
 AW4850;SPC TXSC     - 4,168,640.    1,008,930.      MT  (+/- 180 meters Scaled)
 AW4850
 AW4850                          SUPERSEDED SURVEY CONTROL
 AW4850
 AW4850  NAVD 88 (06/15/91)    4.444  (m)           14.58   (f) UNKNOWN     1 1
 AW4850  NGVD 29 (12/23/87)    4.440  (m)           14.57   (f) ADJUSTED    1 1
 AW4850
 AW4850.Superseded values are not recommended for survey control.
 AW4850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4850.See file dsdata.txt to determine how the superseded data were derived.
 AW4850
 AW4850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN261412(NAD 83)
 AW4850_MARKER: DD = SURVEY DISK
 AW4850_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW4850_SP_SET: SEAWALL
 AW4850_STAMPING: S 449 5
 AW4850_MARK LOGO: NOS   
 AW4850_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4850+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW4850
 AW4850  HISTORY     - Date     Condition        Report By
 AW4850  HISTORY     - 1976     MONUMENTED       NOS
 AW4850  HISTORY     - 1976     GOOD             NGS
 AW4850  HISTORY     - 1983     GOOD             NGS
 AW4850  HISTORY     - 1987     GOOD             NGS
 AW4850  HISTORY     - 1989     GOOD             USPSQD
 AW4850  HISTORY     - 1990     GOOD             USPSQD
 AW4850  HISTORY     - 19910407 GOOD             USPSQD
 AW4850  HISTORY     - 19951006 GOOD             CHANCE
 AW4850  HISTORY     - 19961205 GOOD             NGS
 AW4850  HISTORY     - 20020719 GOOD             USPSQD
 AW4850  HISTORY     - 20031207 GOOD             USPSQD
 AW4850  HISTORY     - 20041210 GOOD             USPSQD
 AW4850  HISTORY     - 20051214 GOOD             USPSQD
 AW4850
 AW4850                          STATION DESCRIPTION
 AW4850
 AW4850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW4850'IN GALVESTON.
 AW4850'AT GALVESTON AT THE JUNCTION OF SEAWALL BOULEVARD AND ROSENBURG
 AW4850'AVENUE (25TH STREET) IN THE TOP CENTER OF THE CONCRETE SEAWALL, 65.6
 AW4850'FT NORTHEAST OF THE NORTHEAST RAMP LEADING TO THE FLAGSHIP MOTOR
 AW4850'HOTEL, 75.6 FT NORTHEAST OF BENCH MARK 877 1510 TIDAL 44, 49.8 FT
 AW4850'SOUTHEAST OF THE CENTER LINE OF SEAWALL BOULEVARD, 10.6 FT WEST OF
 AW4850'WEST SIDE OF STEPS LEADING TO THE BEACH.
 AW4850
 AW4850                          STATION RECOVERY (1983)
 AW4850
 AW4850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW4850'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW4850'IN GALVESTON, THE BENCH MARK IS LOCATED IN GALVESTON AT THE JUNCTION
 AW4850'OF SEAWALL BOULEVARD AND 24TH STREET, 15.2 METERS (49.8 FT) SOUTHEAST
 AW4850'OF THE CENTERLINE OF SEAWALL BOULEVARD, 3.2 METERS (10.6 FT) WEST OF
 AW4850'THE WEST SIDE OF CONCRETE STEPS LEADING TO THE BEACH, THE BENCH MARK
 AW4850'IS IN THE TOP OF THE CONCRETE SEAWALL AND ABOUT 0.5 METER (1.5 FT)
 AW4850'ABOVE THE BOULEVARD.
 AW4850
 AW4850                          STATION RECOVERY (1987)
 AW4850
 AW4850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4850'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.5
 AW4850'KM (0.30 MI) SOUTHWEST OF MOODY CENTER, AND 21.0 M (68.9 FT) NORTHEAST
 AW4850'OF BENCH MARK 877 1510 TIDAL 44.
 AW4850
 AW4850                          STATION RECOVERY (1989)
 AW4850
 AW4850'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW4850'RECOVERED IN GOOD CONDITION.
 AW4850
 AW4850                          STATION RECOVERY (1990)
 AW4850
 AW4850'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW4850'RECOVERED IN GOOD CONDITION.
 AW4850
 AW4850                          STATION RECOVERY (1991)
 AW4850
 AW4850'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW4850'RECOVERED IN GOOD CONDITION.
 AW4850
 AW4850                          STATION RECOVERY (1995)
 AW4850
 AW4850'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW4850'RECOVERED IN GOOD CONDITION AS DESCRIBED.  NOTE=BRASS DISK IS SMALLER
 AW4850'THAN NORMAL SURVEY DISK AND HAS NO AGENCY DESCRIPTION, MARKED ONLY
 AW4850'S449 5.  ADDITIONAL TIES FOLLOW.  23.0 M (75.5 FT) NORTHEAST OF TIDAL
 AW4850'BENCHMARK 44, 6.0 M (19.7 FT) NORTHEAST OF --CAUTION DROP OFF-- SIGN,
 AW4850'7.0 M (23.0 FT) EAST OF THE EAST END OF A CONCRETE BENCH, 0.8 M (2.6
 AW4850'FT) NORTH OF THE SOUTH EDGE OF THE SEAWALL.
 AW4850
 AW4850                          STATION RECOVERY (1996)
 AW4850
 AW4850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW4850'IN GALVESTON, AT THE INTERSECTION OF SEAWALL BOULEVARD AND 25TH
 AW4850'STREET, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD,
 AW4850'48.0 M (157.5 FT) NORTHEAST OF THE EXTENDED CENTER OF THE NORTHBOUND
 AW4850'LANES OF THE STREET, 11.8 M (38.7 FT) SOUTHEAST OF THE CENTER OF THE
 AW4850'EASTBOUND LANES OF THE BOULEVARD, 7.0 M (23.0 FT) NORTHEAST OF THE
 AW4850'NORTHEAST END OF A BENCH, 4.1 M (13.5 FT) WEST OF THE CENTER OF A
 AW4850'STAIRS LEADING TO THE BEACH, AND 0.7 M (2.3 FT) NORTHWEST OF THE
 AW4850'SOUTHEAST EDGE OF THE SEAWALL.
 AW4850
 AW4850                          STATION RECOVERY (2002)
 AW4850
 AW4850'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW4850'RECOVERED IN GOOD CONDITION.
 AW4850
 AW4850                          STATION RECOVERY (2003)
 AW4850
 AW4850'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW4850'RECOVERED IN GOOD CONDITION.
 AW4850
 AW4850                          STATION RECOVERY (2004)
 AW4850
 AW4850'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4850'RECOVERED IN GOOD CONDITION.
 AW4850
 AW4850                          STATION RECOVERY (2005)
 AW4850
 AW4850'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW4850'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1478 ***********************************************************************
 AN1478  DESIGNATION -  S 45
 AN1478  PID         -  AN1478
 AN1478  STATE/COUNTY-  TX/BEE
 AN1478  USGS QUAD   -  SKIDMORE (1979)
 AN1478
 AN1478                         *CURRENT SURVEY CONTROL
 AN1478  ___________________________________________________________________
 AN1478* NAD 83(1986)-  28 19 39.     (N)    097 42 25.     (W)     SCALED    
 AN1478* NAVD 88     -        48.673  (meters)     159.69   (feet)  ADJUSTED  
 AN1478  ___________________________________________________________________
 AN1478  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN1478  DYNAMIC HT  -          48.600 (meters)     159.45  (feet)  COMP
 AN1478  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 AN1478
 AN1478  VERT ORDER  -  FIRST     CLASS II
 AN1478
 AN1478.The horizontal coordinates were scaled from a topographic map and have
 AN1478.an estimated accuracy of +/- 6 seconds.
 AN1478
 AN1478.The orthometric height was determined by differential leveling
 AN1478.and adjusted by the National Geodetic Survey in June 1991..
 AN1478
 AN1478.The geoid height was determined by GEOID03.
 AN1478
 AN1478.The dynamic height is computed by dividing the NAVD 88
 AN1478.geopotential number by the normal gravity value computed on the
 AN1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1478.degrees latitude (g = 980.6199 gals.).
 AN1478
 AN1478.The modeled gravity was interpolated from observed gravity values.
 AN1478
 AN1478;                    North         East    Units  Estimated Accuracy
 AN1478;SPC TXSC     - 4,055,470.      726,800.      MT  (+/- 180 meters Scaled)
 AN1478
 AN1478                          SUPERSEDED SURVEY CONTROL
 AN1478
 AN1478  NGVD 29 (??/??/92)   48.670  (m)          159.68   (f) ADJ UNCH    1 2
 AN1478
 AN1478.Superseded values are not recommended for survey control.
 AN1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1478.See file dsdata.txt to determine how the superseded data were derived.
 AN1478
 AN1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS267341(NAD 83)
 AN1478_MARKER: DB = BENCH MARK DISK
 AN1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1478_STAMPING: S-45 1917 ELEV. 159.606 FT.
 AN1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1478+STABILITY: SURFACE MOTION
 AN1478
 AN1478  HISTORY     - Date     Condition        Report By
 AN1478  HISTORY     - 1917     MONUMENTED       CGS
 AN1478  HISTORY     - 1943     GOOD             NGS
 AN1478  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1478  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1478  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN1478
 AN1478                          STATION DESCRIPTION
 AN1478
 AN1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1478'5.5 MI NW FROM SKIDMORE.
 AN1478'5.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1478'STATION AT SKIDMORE, 51 FEET NORTHWEST OF A POINT ON THE SOUTHWEST
 AN1478'SIDE OF THE TRACK FROM THE 4TH. POLE NORTHWEST OF MILEPOST NO. 99, 41
 AN1478'FEET NORTHEAST OF THE CENTER-LINE OF U.S. HIGHWAY NO. 181, 35 FEET
 AN1478'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 1.4 FEET SOUTHEAST OF
 AN1478'REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 AN1478'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 AN1478
 AN1478                          STATION RECOVERY (1975)
 AN1478
 AN1478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1478'MARK NOT FOUND.
 AN1478
 AN1478                          STATION RECOVERY (1981)
 AN1478
 AN1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1478'SEARCHED FOR, NOT RECOVERED.
 AN1478
 AN1478                          STATION RECOVERY (1997)
 AN1478
 AN1478'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1132 ***********************************************************************
 AY1132  DESIGNATION -  S 450
 AY1132  PID         -  AY1132
 AY1132  STATE/COUNTY-  TX/BANDERA
 AY1132  USGS QUAD   -  TARPLEY PASS (1964)
 AY1132
 AY1132                         *CURRENT SURVEY CONTROL
 AY1132  ___________________________________________________________________
 AY1132* NAD 83(1986)-  29 44 42.     (N)    099 10 02.     (W)     SCALED    
 AY1132* NAVD 88     -       418.462  (meters)    1372.90   (feet)  ADJUSTED  
 AY1132  ___________________________________________________________________
 AY1132  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AY1132  DYNAMIC HT  -         417.856 (meters)    1370.92  (feet)  COMP
 AY1132  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AY1132
 AY1132  VERT ORDER  -  SECOND    CLASS 0
 AY1132
 AY1132.The horizontal coordinates were scaled from a topographic map and have
 AY1132.an estimated accuracy of +/- 6 seconds.
 AY1132
 AY1132.The orthometric height was determined by differential leveling
 AY1132.and adjusted by the National Geodetic Survey in June 1991..
 AY1132
 AY1132.The geoid height was determined by GEOID03.
 AY1132
 AY1132.The dynamic height is computed by dividing the NAVD 88
 AY1132.geopotential number by the normal gravity value computed on the
 AY1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1132.degrees latitude (g = 980.6199 gals.).
 AY1132
 AY1132.The modeled gravity was interpolated from observed gravity values.
 AY1132
 AY1132;                    North         East    Units  Estimated Accuracy
 AY1132;SPC TXSC     - 4,211,880.      583,830.      MT  (+/- 180 meters Scaled)
 AY1132
 AY1132                          SUPERSEDED SURVEY CONTROL
 AY1132
 AY1132  NGVD 29 (??/??/92)  418.349  (m)         1372.53   (f) ADJ UNCH    2 0
 AY1132
 AY1132.Superseded values are not recommended for survey control.
 AY1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1132.See file dsdata.txt to determine how the superseded data were derived.
 AY1132
 AY1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT838905(NAD 83)
 AY1132_MARKER: DB = BENCH MARK DISK
 AY1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1132_STAMPING: S 450 1935
 AY1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1132+STABILITY: SURFACE MOTION
 AY1132
 AY1132  HISTORY     - Date     Condition        Report By
 AY1132  HISTORY     - 1935     MONUMENTED       CGS
 AY1132  HISTORY     - 1953     GOOD             NGS
 AY1132  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1132  HISTORY     - 20050809 MARK NOT FOUND   USPSQD
 AY1132
 AY1132                          STATION DESCRIPTION
 AY1132
 AY1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1132'6.85 MI SE FROM MEDINA.
 AY1132'6.85 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1132'MEDINA, 390 FEET SOUTHEAST OF THE TOP OF A HILL, 243 FEET NORTHWEST OF
 AY1132'THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTHWEST, 128 FEET
 AY1132'SOUTHEAST OF A FENCE CORNER, 25.5 FEET NORTHWEST OF A TELEPHONE POLE,
 AY1132'48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST
 AY1132'OF A FENCE, 1.7 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AY1132'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1132
 AY1132                          STATION RECOVERY (1990)
 AY1132
 AY1132'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1132'MARK NOT FOUND.
 AY1132
 AY1132                          STATION RECOVERY (2005)
 AY1132
 AY1132'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0512 ***********************************************************************
 BP0512  DESIGNATION -  S 452
 BP0512  PID         -  BP0512
 BP0512  STATE/COUNTY-  TX/REEVES
 BP0512  USGS QUAD   -  TOYAHVALE (1972)
 BP0512
 BP0512                         *CURRENT SURVEY CONTROL
 BP0512  ___________________________________________________________________
 BP0512* NAD 83(1986)-  30 57 53.     (N)    103 46 05.     (W)     SCALED    
 BP0512* NAVD 88     -       995.491  (meters)    3266.04   (feet)  POSTED    
 BP0512  ___________________________________________________________________
 BP0512  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 BP0512  DYNAMIC HT  -         993.980 (meters)    3261.08  (feet)  COMP
 BP0512  MODELED GRAV-     979,085.0   (mgal)                       NAVD 88
 BP0512
 BP0512  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0512
 BP0512.The horizontal coordinates were scaled from a topographic map and have
 BP0512.an estimated accuracy of +/- 6 seconds.
 BP0512
 BP0512.The orthometric height was determined by differential leveling
 BP0512.and adjusted by the National Geodetic Survey in 1992..
 BP0512.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0512.rate of 0.0 thru 1.0 mm/km.
 BP0512
 BP0512.The geoid height was determined by GEOID03.
 BP0512
 BP0512.The dynamic height is computed by dividing the NAVD 88
 BP0512.geopotential number by the normal gravity value computed on the
 BP0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0512.degrees latitude (g = 980.6199 gals.).
 BP0512
 BP0512.The modeled gravity was interpolated from observed gravity values.
 BP0512
 BP0512;                    North         East    Units  Estimated Accuracy
 BP0512;SPC TX C     - 3,148,960.      371,940.      MT  (+/- 180 meters Scaled)
 BP0512
 BP0512                          SUPERSEDED SURVEY CONTROL
 BP0512
 BP0512  NGVD 29 (??/??/92)  995.17   (m)         3265.0    (f) COMPUTED    2 0
 BP0512
 BP0512.Superseded values are not recommended for survey control.
 BP0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0512.See file dsdata.txt to determine how the superseded data were derived.
 BP0512
 BP0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ176263(NAD 83)
 BP0512_MARKER: DB = BENCH MARK DISK
 BP0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0512_STAMPING: S 452 1934
 BP0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0512+STABILITY: SURFACE MOTION
 BP0512
 BP0512  HISTORY     - Date     Condition        Report By
 BP0512  HISTORY     - 1934     MONUMENTED       CGS
 BP0512  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0512  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0512
 BP0512                          STATION DESCRIPTION
 BP0512
 BP0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BP0512'2.1 MI NE FROM TOYAHVALE.
 BP0512'2.1 MI. N.E. OF, ALONG US. HWY NO. 290 (2.4 MI. S.W. OF BALMORHEA) AT
 BP0512'A PRIVATE ROADWAY, 94 FEET NORTH OF A CONCRETE CULVERT, 57 FEET NORTH
 BP0512'OF THE CENTER LINE OF A PRIVATE ROAD, 3 FEET NORTH OF THE NORTH POST
 BP0512'OF A PASTURE GATE, 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND
 BP0512'2 FEET EAST OF FENCE.
 BP0512
 BP0512                          STATION RECOVERY (1958)
 BP0512
 BP0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0512'MARK NOT FOUND.
 BP0512
 BP0512                          STATION RECOVERY (1996)
 BP0512
 BP0512'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0008 ***********************************************************************
 BB0008  DESIGNATION -  S 454
 BB0008  PID         -  BB0008
 BB0008  STATE/COUNTY-  TX/PRESIDIO
 BB0008  USGS QUAD   -  SHAFTER (1983)
 BB0008
 BB0008                         *CURRENT SURVEY CONTROL
 BB0008  ___________________________________________________________________
 BB0008* NAD 83(1986)-  29 49 39.     (N)    104 18 26.     (W)     SCALED    
 BB0008* NAVD 88     -      1223.132  (meters)    4012.89   (feet)  ADJUSTED  
 BB0008  ___________________________________________________________________
 BB0008  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BB0008  DYNAMIC HT  -        1221.097 (meters)    4006.22  (feet)  COMP
 BB0008  MODELED GRAV-     978,936.7   (mgal)                       NAVD 88
 BB0008
 BB0008  VERT ORDER  -  FIRST     CLASS II
 BB0008
 BB0008.The horizontal coordinates were scaled from a topographic map and have
 BB0008.an estimated accuracy of +/- 6 seconds.
 BB0008
 BB0008.The orthometric height was determined by differential leveling
 BB0008.and adjusted by the National Geodetic Survey in June 1991..
 BB0008
 BB0008.The geoid height was determined by GEOID03.
 BB0008
 BB0008.The dynamic height is computed by dividing the NAVD 88
 BB0008.geopotential number by the normal gravity value computed on the
 BB0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0008.degrees latitude (g = 980.6199 gals.).
 BB0008
 BB0008.The modeled gravity was interpolated from observed gravity values.
 BB0008
 BB0008;                    North         East    Units  Estimated Accuracy
 BB0008;SPC TXSC     - 4,232,650.       87,270.      MT  (+/- 180 meters Scaled)
 BB0008
 BB0008                          SUPERSEDED SURVEY CONTROL
 BB0008
 BB0008  NGVD 29 (??/??/92) 1222.683  (m)         4011.42   (f) ADJ UNCH    1 2
 BB0008
 BB0008.Superseded values are not recommended for survey control.
 BB0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0008.See file dsdata.txt to determine how the superseded data were derived.
 BB0008
 BB0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN669998(NAD 83)
 BB0008_MARKER: DB = BENCH MARK DISK
 BB0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0008_STAMPING: S 454 1935
 BB0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0008+STABILITY: SURFACE MOTION
 BB0008
 BB0008  HISTORY     - Date     Condition        Report By
 BB0008  HISTORY     - 1935     MONUMENTED       CGS
 BB0008  HISTORY     - 1958     GOOD             NGS
 BB0008  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0008
 BB0008                          STATION DESCRIPTION
 BB0008
 BB0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0008'0.8 MI N FROM SHAFTER.
 BB0008'ABOUT 0.3 MILE NORTHWEST ALONG U. S. HIGHWAY 67 FROM THE BRIDGE OVER
 BB0008'CIBOLO CREEK AT SHAFTER, THENCE 0.5 MILE NORTH ALONG OLD U. S. HIGHWAY
 BB0008'67, 46 FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY, 125 FEET SOUTH
 BB0008'OF AN OLD TRAIL ROAD LEADING WEST, IN THE TOP OF A CONCRETE POST, AND
 BB0008'PROJECTING 7 INCHES ABOVE THE GROUND.
 BB0008
 BB0008                          STATION RECOVERY (1996)
 BB0008
 BB0008'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1205 ***********************************************************************
 AW1205  DESIGNATION -  S 455
 AW1205  PID         -  AW1205
 AW1205  STATE/COUNTY-  TX/BRAZORIA
 AW1205  USGS QUAD   -  ASHWOOD (1980)
 AW1205
 AW1205                         *CURRENT SURVEY CONTROL
 AW1205  ___________________________________________________________________
 AW1205* NAD 83(1986)-  29 01 43.     (N)    095 46 30.     (W)     SCALED    
 AW1205* NAVD 88     -         9.85   (+/-2cm)      32.3    (feet)  VERTCON   
 AW1205  ___________________________________________________________________
 AW1205  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW1205
 AW1205  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1205
 AW1205.The horizontal coordinates were scaled from a topographic map and have
 AW1205.an estimated accuracy of +/- 6 seconds.
 AW1205
 AW1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1205.The vertical order pertains to the NGVD 29 superseded value.
 AW1205
 AW1205.The geoid height was determined by GEOID03.
 AW1205
 AW1205;                    North         East    Units  Estimated Accuracy
 AW1205;SPC TXSC     - 4,136,800.      914,080.      MT  (+/- 180 meters Scaled)
 AW1205
 AW1205                          SUPERSEDED SURVEY CONTROL
 AW1205
 AW1205  NGVD 29 (??/??/92)    9.873  (m)           32.39   (f) ADJ UNCH    1 1
 AW1205
 AW1205.Superseded values are not recommended for survey control.
 AW1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1205.See file dsdata.txt to determine how the superseded data were derived.
 AW1205
 AW1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN297143(NAD 83)
 AW1205_MARKER: DB = BENCH MARK DISK
 AW1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1205_STAMPING: S 455 1951
 AW1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1205+STABILITY: SURFACE MOTION
 AW1205
 AW1205  HISTORY     - Date     Condition        Report By
 AW1205  HISTORY     - 1951     MONUMENTED       CGS
 AW1205  HISTORY     - 1972     GOOD             NGS
 AW1205  HISTORY     - 1978     GOOD             NGS
 AW1205  HISTORY     - 1988     GOOD             USPSQD
 AW1205
 AW1205                          STATION DESCRIPTION
 AW1205
 AW1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1205'4.7 MI SW FROM SWEENY.
 AW1205'4.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1205'STATION AT SWEENY, AT HASIMA SIDING, AT THE CROSSING OF A ROAD
 AW1205'NORTHWEST, 80 FEET WEST OF THE CENTER OF THE CROSSING, 225 FEET SOUTH
 AW1205'OF THE SOUTHWEST CORNER OF A HOUSE, 47 FEET NORTHWEST OF THE NORTHWEST
 AW1205'RAIL, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH
 AW1205'OF A FENCE, 0.8 FOOT NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER
 AW1205'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 AW1205'FOOT ABOVE THE GROUND.
 AW1205
 AW1205                          STATION RECOVERY (1978)
 AW1205
 AW1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1205'RECOVERED IN GOOD CONDITION.
 AW1205
 AW1205                          STATION RECOVERY (1988)
 AW1205
 AW1205'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0454 ***********************************************************************
 AW0454  DESIGNATION -  S 456
 AW0454  PID         -  AW0454
 AW0454  STATE/COUNTY-  TX/GALVESTON
 AW0454  USGS QUAD   -  GALVESTON (1994)
 AW0454
 AW0454                         *CURRENT SURVEY CONTROL
 AW0454  ___________________________________________________________________
 AW0454* NAD 83(1986)-  29 17 33.     (N)    094 50 26.     (W)     SCALED    
 AW0454* NAVD 88     -         0.891  (meters)       2.92   (feet)  ADJUSTED  
 AW0454  ___________________________________________________________________
 AW0454  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0454  DYNAMIC HT  -           0.890 (meters)       2.92  (feet)  COMP
 AW0454  MODELED GRAV-     979,261.4   (mgal)                       NAVD 88
 AW0454
 AW0454  VERT ORDER  -  FIRST     CLASS I
 AW0454
 AW0454.The horizontal coordinates were scaled from a topographic map and have
 AW0454.an estimated accuracy of +/- 6 seconds.
 AW0454
 AW0454.The orthometric height was determined by differential leveling
 AW0454.and adjusted by the National Geodetic Survey in June 1991..
 AW0454
 AW0454.The geoid height was determined by GEOID03.
 AW0454
 AW0454.The dynamic height is computed by dividing the NAVD 88
 AW0454.geopotential number by the normal gravity value computed on the
 AW0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0454.degrees latitude (g = 980.6199 gals.).
 AW0454
 AW0454.The modeled gravity was interpolated from observed gravity values.
 AW0454
 AW0454;                    North         East    Units  Estimated Accuracy
 AW0454;SPC TXSC     - 4,168,900.    1,004,010.      MT  (+/- 180 meters Scaled)
 AW0454
 AW0454                          SUPERSEDED SURVEY CONTROL
 AW0454
 AW0454  NGVD 29 (12/23/87)    0.888  (m)            2.91   (f) ADJUSTED    1 1
 AW0454
 AW0454.Superseded values are not recommended for survey control.
 AW0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0454.See file dsdata.txt to determine how the superseded data were derived.
 AW0454
 AW0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN212417(NAD 83)
 AW0454_MARKER: DB = BENCH MARK DISK
 AW0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0454_SP_SET: CONCRETE POST
 AW0454_STAMPING: S 456 1951
 AW0454_MARK LOGO: CGS   
 AW0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0454+STABILITY: SURFACE MOTION
 AW0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0454+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0454
 AW0454  HISTORY     - Date     Condition        Report By
 AW0454  HISTORY     - 1951     MONUMENTED       CGS
 AW0454  HISTORY     - 1973     GOOD             NGS
 AW0454  HISTORY     - 1976     GOOD             NGS
 AW0454  HISTORY     - 1976     GOOD             NGS
 AW0454  HISTORY     - 1978     GOOD             NGS
 AW0454  HISTORY     - 1987     GOOD             USPSQD
 AW0454  HISTORY     - 1987     GOOD             USPSQD
 AW0454  HISTORY     - 1987     GOOD             USPSQD
 AW0454  HISTORY     - 1987     GOOD             USPSQD
 AW0454  HISTORY     - 1987     GOOD             USPSQD
 AW0454  HISTORY     - 1987     GOOD             USPSQD
 AW0454  HISTORY     - 1987     GOOD             USPSQD
 AW0454  HISTORY     - 1987     GOOD             USPSQD
 AW0454  HISTORY     - 1987     GOOD             NGS
 AW0454  HISTORY     - 1988     GOOD             USPSQD
 AW0454  HISTORY     - 1988     GOOD             USPSQD
 AW0454  HISTORY     - 1988     GOOD             USPSQD
 AW0454  HISTORY     - 1988     GOOD             USPSQD
 AW0454  HISTORY     - 1988     GOOD             USPSQD
 AW0454  HISTORY     - 1988     GOOD             USPSQD
 AW0454  HISTORY     - 1988     GOOD             USPSQD
 AW0454  HISTORY     - 1988     GOOD             USPSQD
 AW0454  HISTORY     - 1988     GOOD             USPSQD
 AW0454  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0454  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0454  HISTORY     - 1989     GOOD             USPSQD
 AW0454  HISTORY     - 1990     GOOD             USPSQD
 AW0454  HISTORY     - 19940915 MARK NOT FOUND   USPSQD
 AW0454  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AW0454  HISTORY     - 20010730 GOOD             NGS
 AW0454  HISTORY     - 20041208 GOOD             USPSQD
 AW0454  HISTORY     - 20051209 GOOD             USPSQD
 AW0454
 AW0454                          STATION DESCRIPTION
 AW0454
 AW0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0454'IN GALVESTON.
 AW0454'AT GALVESTON, ALONG 61ST STREET, AT THE NORTHEAST CORNER OF SEARS
 AW0454'PARKING LOT, 50 FEET WEST OF THE CENTER LINE OF 61ST STREET, 66 FEET
 AW0454'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 21.3 FEET WEST OF THE
 AW0454'SOUTHEAST CORNER OF A CHAIN LINK FENCE, 15.7 FEET WEST OF A POWER POLE
 AW0454'AND IN LINE WITH THE POLES, 5.8 FEET SOUTH OF THE FENCE, 1.7 FEET EAST
 AW0454'OF A WITNESS POST, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF
 AW0454'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AW0454
 AW0454                          STATION RECOVERY (1976)
 AW0454
 AW0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1976)
 AW0454
 AW0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1978)
 AW0454
 AW0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1987)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1987)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1987)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1987)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1987)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1987)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1987)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1987)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1987)
 AW0454
 AW0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1988)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1988)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1988)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1988)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1988)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1988)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1988)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1988)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1988)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1989)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0454'MARK NOT FOUND.
 AW0454
 AW0454                          STATION RECOVERY (1989)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0454'MARK NOT FOUND.
 AW0454
 AW0454                          STATION RECOVERY (1989)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1990)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (1994)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0454'MARK NOT FOUND.
 AW0454
 AW0454                          STATION RECOVERY (1995)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0454'MARK NOT FOUND.
 AW0454
 AW0454                          STATION RECOVERY (2001)
 AW0454
 AW0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0454'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0454
 AW0454                          STATION RECOVERY (2004)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0454'RECOVERED IN GOOD CONDITION.
 AW0454
 AW0454                          STATION RECOVERY (2005)
 AW0454
 AW0454'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0454'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0168 ***********************************************************************
 AW0168  DESIGNATION -  S 457
 AW0168  PID         -  AW0168
 AW0168  STATE/COUNTY-  TX/BRAZORIA
 AW0168  USGS QUAD   -  PEARLAND (1995)
 AW0168
 AW0168                         *CURRENT SURVEY CONTROL
 AW0168  ___________________________________________________________________
 AW0168* NAD 83(1986)-  29 33 28.     (N)    095 17 03.     (W)     SCALED    
 AW0168* NAVD 88     -        14.038  (meters)      46.06   (feet)  ADJUSTED  
 AW0168  ___________________________________________________________________
 AW0168  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW0168  DYNAMIC HT  -          14.019 (meters)      45.99  (feet)  COMP
 AW0168  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 AW0168
 AW0168  VERT ORDER  -  FIRST     CLASS I
 AW0168
 AW0168.The horizontal coordinates were scaled from a topographic map and have
 AW0168.an estimated accuracy of +/- 6 seconds.
 AW0168
 AW0168.The orthometric height was determined by differential leveling
 AW0168.and adjusted by the National Geodetic Survey in June 1991..
 AW0168
 AW0168.The geoid height was determined by GEOID03.
 AW0168
 AW0168.The dynamic height is computed by dividing the NAVD 88
 AW0168.geopotential number by the normal gravity value computed on the
 AW0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0168.degrees latitude (g = 980.6199 gals.).
 AW0168
 AW0168.The modeled gravity was interpolated from observed gravity values.
 AW0168
 AW0168;                    North         East    Units  Estimated Accuracy
 AW0168;SPC TXSC     - 4,196,830.      960,000.      MT  (+/- 180 meters Scaled)
 AW0168
 AW0168                          SUPERSEDED SURVEY CONTROL
 AW0168
 AW0168  NGVD 29 (12/23/87)   14.035  (m)           46.05   (f) ADJUSTED    1 1
 AW0168
 AW0168.Superseded values are not recommended for survey control.
 AW0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0168.See file dsdata.txt to determine how the superseded data were derived.
 AW0168
 AW0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN786719(NAD 83)
 AW0168_MARKER: DB = BENCH MARK DISK
 AW0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0168_SP_SET: CONCRETE POST
 AW0168_STAMPING: S 457 1951
 AW0168_MARK LOGO: CGS   
 AW0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0168+STABILITY: SURFACE MOTION
 AW0168
 AW0168  HISTORY     - Date     Condition        Report By
 AW0168  HISTORY     - 1951     MONUMENTED       CGS
 AW0168  HISTORY     - 1976     GOOD             USGS
 AW0168  HISTORY     - 1978     GOOD             NGS
 AW0168  HISTORY     - 1978     GOOD             NGS
 AW0168  HISTORY     - 1986     GOOD             NGS
 AW0168  HISTORY     - 1987     GOOD             USPSQD
 AW0168  HISTORY     - 1988     GOOD             USPSQD
 AW0168  HISTORY     - 1989     GOOD             USPSQD
 AW0168  HISTORY     - 1989     GOOD             USPSQD
 AW0168  HISTORY     - 1989     GOOD             USPSQD
 AW0168  HISTORY     - 1989     GOOD             USPSQD
 AW0168  HISTORY     - 1989     GOOD             USPSQD
 AW0168
 AW0168                          STATION DESCRIPTION
 AW0168
 AW0168'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 AW0168'IN PEARLAND.
 AW0168'AT PEARLAND, AT THE PEARLAND AIRPORT, AT THE NORTHEAST CORNER OF A
 AW0168'CONCRETE FOUNDATION, 4.2 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 AW0168'FOUNDATION, 180 FEET EAST OF THE CENTER LINE OF THE MAIN STREET
 AW0168'(HIGHWAY 35), SET IN THE TOP OF A CONCRETE POST, 0.1 FOOT BELOW THE
 AW0168'LEVEL OF THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE STREET.
 AW0168
 AW0168                          STATION RECOVERY (1978)
 AW0168
 AW0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0168'RECOVERED IN GOOD CONDITION.
 AW0168
 AW0168                          STATION RECOVERY (1978)
 AW0168
 AW0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0168'RECOVERED IN GOOD CONDITION.
 AW0168
 AW0168                          STATION RECOVERY (1986)
 AW0168
 AW0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0168'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--13.6
 AW0168'M (44.6 FT) SOUTH OF THE SOUTH END OF A FENCE, AND 0.1 M (0.3 FT) EAST
 AW0168'OF A WITNESS POST.
 AW0168
 AW0168                          STATION RECOVERY (1987)
 AW0168
 AW0168'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0168'RECOVERED IN GOOD CONDITION.
 AW0168
 AW0168                          STATION RECOVERY (1988)
 AW0168
 AW0168'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0168'RECOVERED IN GOOD CONDITION.
 AW0168
 AW0168                          STATION RECOVERY (1989)
 AW0168
 AW0168'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0168'RECOVERED IN GOOD CONDITION.
 AW0168
 AW0168                          STATION RECOVERY (1989)
 AW0168
 AW0168'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0168'RECOVERED IN GOOD CONDITION.
 AW0168
 AW0168                          STATION RECOVERY (1989)
 AW0168
 AW0168'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0168'RECOVERED IN GOOD CONDITION.
 AW0168
 AW0168                          STATION RECOVERY (1989)
 AW0168
 AW0168'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0168'RECOVERED IN GOOD CONDITION.
 AW0168
 AW0168                          STATION RECOVERY (1989)
 AW0168
 AW0168'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0231 ***********************************************************************
 CE0231  DESIGNATION -  S 460
 CE0231  PID         -  CE0231
 CE0231  STATE/COUNTY-  TX/EL PASO
 CE0231  USGS QUAD   -  SMELTERTOWN (1994)
 CE0231
 CE0231                         *CURRENT SURVEY CONTROL
 CE0231  ___________________________________________________________________
 CE0231* NAD 83(1986)-  31 46 20.     (N)    106 30 55.     (W)     SCALED    
 CE0231* NAVD 88     -      1136.465  (meters)    3728.55   (feet)  ADJUSTED  
 CE0231  ___________________________________________________________________
 CE0231  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CE0231  DYNAMIC HT  -        1134.771 (meters)    3722.99  (feet)  COMP
 CE0231  MODELED GRAV-     979,110.1   (mgal)                       NAVD 88
 CE0231
 CE0231  VERT ORDER  -  FIRST     CLASS II
 CE0231
 CE0231.The horizontal coordinates were scaled from a topographic map and have
 CE0231.an estimated accuracy of +/- 6 seconds.
 CE0231
 CE0231.The orthometric height was determined by differential leveling
 CE0231.and adjusted by the National Geodetic Survey in November 1996..
 CE0231.WARNING-Repeat measurements at this control monument indicate possible
 CE0231.vertical movement.
 CE0231
 CE0231.The geoid height was determined by GEOID03.
 CE0231
 CE0231.The dynamic height is computed by dividing the NAVD 88
 CE0231.geopotential number by the normal gravity value computed on the
 CE0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0231.degrees latitude (g = 980.6199 gals.).
 CE0231
 CE0231.The modeled gravity was interpolated from observed gravity values.
 CE0231
 CE0231;                    North         East    Units  Estimated Accuracy
 CE0231;SPC TX C     - 3,249,690.      114,730.      MT  (+/- 180 meters Scaled)
 CE0231
 CE0231                          SUPERSEDED SURVEY CONTROL
 CE0231
 CE0231  NAVD 88 (06/15/91) 1136.468  (m)         3728.56   (f) UNKNOWN     1 2
 CE0231  NGVD 29 (??/??/92) 1135.946  (m)         3726.85   (f) ADJ UNCH    1 2
 CE0231
 CE0231.Superseded values are not recommended for survey control.
 CE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0231.See file dsdata.txt to determine how the superseded data were derived.
 CE0231
 CE0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR565161(NAD 83)
 CE0231_MARKER: DB = BENCH MARK DISK
 CE0231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0231_SP_SET: CULVERT HEADWALL
 CE0231_STAMPING: S 460 1952
 CE0231_MARK LOGO: CGS   
 CE0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0231+STABILITY: SURFACE MOTION
 CE0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0231+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 CE0231
 CE0231  HISTORY     - Date     Condition        Report By
 CE0231  HISTORY     - 1952     MONUMENTED       CGS
 CE0231  HISTORY     - 1958     GOOD             NGS
 CE0231  HISTORY     - 1981     GOOD             NGS
 CE0231  HISTORY     - 19940415 GOOD             NGS
 CE0231  HISTORY     - 20030622 GOOD             NGS
 CE0231  HISTORY     - 20050403 GOOD             USPSQD
 CE0231
 CE0231                          STATION DESCRIPTION
 CE0231
 CE0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0231'1.6 MI NW FROM EL PASO.
 CE0231'1.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CE0231'FROM UNION STATION AT EL PASO, EL PASO COUNTY, 178 FEET SOUTHWEST OF
 CE0231'THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC CO. RAILROAD, 67 FEET
 CE0231'SOUTHWEST OF THE SOUTHWEST RAIL OF THE A.T. AND S.F. RY. TRACK, 56.7
 CE0231'FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 80 A, 29.5 FEET
 CE0231'SOUTHEAST OF THE SOUTHWEST END OF CULVERT 1153.1, 5.7 FEET NORTH OF A
 CE0231'WHITE WOODEN WITNESS POST, 2 FEET EAST OF A FENCE, AT A SIPHON OF THE
 CE0231'FRANKLIN IRRIGATION CANAL, AND IN THE TOP OF THE NORTHEAST END OF THE
 CE0231'CONCRETE HEADWALL.
 CE0231
 CE0231                          STATION RECOVERY (1981)
 CE0231
 CE0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0231'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0231'IN EL PASO, 0.1 KM (0.05 MI) SOUTHEAST OF THE JUNCTION OF PAISANO
 CE0231'STREET AND ASARCO ROAD, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 CE0231'HEADWALL OF A CANAL CHECK OF THE FRANKLIN IRRIGATION CANAL, 3 POLES
 CE0231'NORTHWEST OF RAILROAD MILE POST 1154, 20.4 METERS (67.0 FT) SOUTHWEST
 CE0231'OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 CE0231'17.3 METERS (56.7 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND
 CE0231'LANES OF STATE HIGHWAY 16, 9.0 METERS (29.5 FT) SOUTHEAST OF THE
 CE0231'SOUTHEAST END OF A CONCRETE CULVERT, 0.6 METERS (2.0 FT) SOUTHWEST OF
 CE0231'A FENCE AND 0.6 METER (2.0 FT) SOUTHWEST OF THE NORTHEAST END OF
 CE0231'THE HEADWALL.
 CE0231
 CE0231                          STATION RECOVERY (1994)
 CE0231
 CE0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0231'0.2 KM (0.10 MI) SOUTHERLY ALONG SOUTH KANSAS STREET FROM THE
 CE0231'COURTHOUSE IN EL PASO, THENCE 3.6 KM (2.25 MI) NORTHWESTERLY ALONG
 CE0231'PAISANO DRIVE, IN TOP OF AND 0.5 M (1.6 FT) WEST OF THE EAST END OF
 CE0231'THE NORTH CONCRETE HEADWALL OF A BOX CULVERT OF THE FRANKLIN
 CE0231'IRRIGATION CANAL, 23.1 M (75.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 CE0231'NORTHBOUND LANES OF THE DRIVE, 19.7 M (64.6 FT) SOUTHWEST OF THE
 CE0231'NORTH RAIL OF THE SANTA FE RAILROAD, 8.8 M (28.9 FT) WEST OF THE
 CE0231'CENTER OF A GATE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE DRIVE.
 CE0231
 CE0231                          STATION RECOVERY (2003)
 CE0231
 CE0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0231'ROAD IS NOW US 85 AND RR IS NOW BNSF.
 CE0231
 CE0231                          STATION RECOVERY (2005)
 CE0231
 CE0231'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1393 ***********************************************************************
 AY1393  DESIGNATION -  S 461
 AY1393  PID         -  AY1393
 AY1393  STATE/COUNTY-  TX/REAL
 AY1393  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1393
 AY1393                         *CURRENT SURVEY CONTROL
 AY1393  ___________________________________________________________________
 AY1393* NAD 83(1986)-  29 39 10.     (N)    099 57 27.     (W)     SCALED    
 AY1393* NAVD 88     -       468.611  (meters)    1537.43   (feet)  ADJUSTED  
 AY1393  ___________________________________________________________________
 AY1393  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 AY1393  DYNAMIC HT  -         467.916 (meters)    1535.15  (feet)  COMP
 AY1393  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 AY1393
 AY1393  VERT ORDER  -  SECOND    CLASS 0
 AY1393
 AY1393.The horizontal coordinates were scaled from a topographic map and have
 AY1393.an estimated accuracy of +/- 6 seconds.
 AY1393
 AY1393.The orthometric height was determined by differential leveling
 AY1393.and adjusted by the National Geodetic Survey in June 1991..
 AY1393
 AY1393.The geoid height was determined by GEOID03.
 AY1393
 AY1393.The dynamic height is computed by dividing the NAVD 88
 AY1393.geopotential number by the normal gravity value computed on the
 AY1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1393.degrees latitude (g = 980.6199 gals.).
 AY1393
 AY1393.The modeled gravity was interpolated from observed gravity values.
 AY1393
 AY1393;                    North         East    Units  Estimated Accuracy
 AY1393;SPC TXSC     - 4,202,020.      507,310.      MT  (+/- 180 meters Scaled)
 AY1393
 AY1393                          SUPERSEDED SURVEY CONTROL
 AY1393
 AY1393  NGVD 29 (??/??/92)  468.512  (m)         1537.11   (f) ADJ UNCH    2 0
 AY1393
 AY1393.Superseded values are not recommended for survey control.
 AY1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1393.See file dsdata.txt to determine how the superseded data were derived.
 AY1393
 AY1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT073806(NAD 83)
 AY1393_MARKER: DB = BENCH MARK DISK
 AY1393_SETTING: 66 = SET IN ROCK OUTCROP
 AY1393_SP_SET: ROCK OUTCROP
 AY1393_STAMPING: S 461 1953
 AY1393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1393+STABILITY: POSITION/ELEVATION WELL
 AY1393
 AY1393  HISTORY     - Date     Condition        Report By
 AY1393  HISTORY     - 1953     MONUMENTED       CGS
 AY1393  HISTORY     - 20010331 GOOD             NGS
 AY1393  HISTORY     - 20010801 GOOD             NGS
 AY1393
 AY1393                          STATION DESCRIPTION
 AY1393
 AY1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1393'4.8 MI SE FROM CAMP WOOD.
 AY1393'1.8 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP
 AY1393'WOOD, THENCE 3.0 MILES EAST ALONG A DIRT ROAD, AT THE ENTRANCE TO THE
 AY1393'SHIELDS RANCH AIRPORT, 73 FEET NORTH OF THE CENTER LINE OF A ROAD
 AY1393'LEADING EAST, 49 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING
 AY1393'NORTH TO THE HANGARS, 29.8 FEET NORTH OF A WITNESS POST, FLUSH WITH
 AY1393'THE GROUND, SET IN THE TOP OF A FLAT ROCK OUTCROP.
 AY1393
 AY1393                          STATION RECOVERY (2001)
 AY1393
 AY1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1393'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1393
 AY1393                          STATION RECOVERY (2001)
 AY1393
 AY1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1393'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1399 ***********************************************************************
 AY1399  DESIGNATION -  S 462
 AY1399  PID         -  AY1399
 AY1399  STATE/COUNTY-  TX/REAL
 AY1399  USGS QUAD   -  LEAKEY (1971)
 AY1399
 AY1399                         *CURRENT SURVEY CONTROL
 AY1399  ___________________________________________________________________
 AY1399* NAD 83(1986)-  29 44 26.     (N)    099 48 47.     (W)     SCALED    
 AY1399* NAVD 88     -       560.478  (meters)    1838.83   (feet)  ADJUSTED  
 AY1399  ___________________________________________________________________
 AY1399  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AY1399  DYNAMIC HT  -         559.645 (meters)    1836.10  (feet)  COMP
 AY1399  MODELED GRAV-     979,139.1   (mgal)                       NAVD 88
 AY1399
 AY1399  VERT ORDER  -  SECOND    CLASS 0
 AY1399
 AY1399.The horizontal coordinates were scaled from a topographic map and have
 AY1399.an estimated accuracy of +/- 6 seconds.
 AY1399
 AY1399.The orthometric height was determined by differential leveling
 AY1399.and adjusted by the National Geodetic Survey in June 1991..
 AY1399
 AY1399.The geoid height was determined by GEOID03.
 AY1399
 AY1399.The dynamic height is computed by dividing the NAVD 88
 AY1399.geopotential number by the normal gravity value computed on the
 AY1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1399.degrees latitude (g = 980.6199 gals.).
 AY1399
 AY1399.The modeled gravity was interpolated from observed gravity values.
 AY1399
 AY1399;                    North         East    Units  Estimated Accuracy
 AY1399;SPC TXSC     - 4,211,650.      521,360.      MT  (+/- 180 meters Scaled)
 AY1399
 AY1399                          SUPERSEDED SURVEY CONTROL
 AY1399
 AY1399  NGVD 29 (??/??/92)  560.382  (m)         1838.52   (f) ADJ UNCH    2 0
 AY1399
 AY1399.Superseded values are not recommended for survey control.
 AY1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1399.See file dsdata.txt to determine how the superseded data were derived.
 AY1399
 AY1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT213903(NAD 83)
 AY1399_MARKER: DB = BENCH MARK DISK
 AY1399_SETTING: 66 = SET IN ROCK OUTCROP
 AY1399_SP_SET: ROCK OUTCROP
 AY1399_STAMPING: S 462 1953
 AY1399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1399+STABILITY: POSITION/ELEVATION WELL
 AY1399
 AY1399  HISTORY     - Date     Condition        Report By
 AY1399  HISTORY     - 1953     MONUMENTED       CGS
 AY1399  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1399  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1399  HISTORY     - 20020331 MARK NOT FOUND   NGS
 AY1399
 AY1399                          STATION DESCRIPTION
 AY1399
 AY1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1399'3.5 MI W FROM LEAKEY.
 AY1399'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1399'THENCE 3.4 MILES WEST ALONG RANCH ROAD 337, 0.2 MILE NORTHEAST OF A
 AY1399'ROCK HOUSE, 115 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 64 FEET
 AY1399'NORTHWEST OF A FENCE, 5 FEET ABOVE THE LEVEL OF THE ROAD, 0.2 FOOT
 AY1399'ABOVE THE GROUND, SET IN THE TOP OF A FLAT ROCK OUTCROP.
 AY1399
 AY1399                          STATION RECOVERY (2001)
 AY1399
 AY1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1399
 AY1399                          STATION RECOVERY (2001)
 AY1399
 AY1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1399'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1399
 AY1399                          STATION RECOVERY (2002)
 AY1399
 AY1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AY1399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1159 ***********************************************************************
 AY1159  DESIGNATION -  S 463
 AY1159  PID         -  AY1159
 AY1159  STATE/COUNTY-  TX/BANDERA
 AY1159  USGS QUAD   -  BANDERA PASS (1982)
 AY1159
 AY1159                         *CURRENT SURVEY CONTROL
 AY1159  ___________________________________________________________________
 AY1159* NAD 83(1986)-  29 45 06.     (N)    099 01 58.     (W)     SCALED    
 AY1159* NAVD 88     -       409.423  (meters)    1343.25   (feet)  ADJUSTED  
 AY1159  ___________________________________________________________________
 AY1159  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AY1159  DYNAMIC HT  -         408.831 (meters)    1341.31  (feet)  COMP
 AY1159  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 AY1159
 AY1159  VERT ORDER  -  SECOND    CLASS 0
 AY1159
 AY1159.The horizontal coordinates were scaled from a topographic map and have
 AY1159.an estimated accuracy of +/- 6 seconds.
 AY1159
 AY1159.The orthometric height was determined by differential leveling
 AY1159.and adjusted by the National Geodetic Survey in June 1991..
 AY1159
 AY1159.The geoid height was determined by GEOID03.
 AY1159
 AY1159.The dynamic height is computed by dividing the NAVD 88
 AY1159.geopotential number by the normal gravity value computed on the
 AY1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1159.degrees latitude (g = 980.6199 gals.).
 AY1159
 AY1159.The modeled gravity was interpolated from observed gravity values.
 AY1159
 AY1159;                    North         East    Units  Estimated Accuracy
 AY1159;SPC TXSC     - 4,212,600.      596,830.      MT  (+/- 180 meters Scaled)
 AY1159
 AY1159                          SUPERSEDED SURVEY CONTROL
 AY1159
 AY1159  NGVD 29 (??/??/92)  409.320  (m)         1342.91   (f) ADJ UNCH    2 0
 AY1159
 AY1159.Superseded values are not recommended for survey control.
 AY1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1159.See file dsdata.txt to determine how the superseded data were derived.
 AY1159
 AY1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT968912(NAD 83)
 AY1159_MARKER: DB = BENCH MARK DISK
 AY1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1159_STAMPING: S 463 1953
 AY1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1159+STABILITY: SURFACE MOTION
 AY1159
 AY1159  HISTORY     - Date     Condition        Report By
 AY1159  HISTORY     - 1953     MONUMENTED       CGS
 AY1159  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1159  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1159
 AY1159                          STATION DESCRIPTION
 AY1159
 AY1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1159'4.15 MI SE FROM BANDERA.
 AY1159'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1159'BANDERA, THENCE 0.65 MILE WEST ALONG AN OILED ROAD, THENCE 0.2 MILE
 AY1159'NORTH ALONG THE WEST EDGE OF THE NORTH AND SOUTH RUNWAY AT THE PURPLE
 AY1159'SAGE AIRPORT, 221 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 AY1159'RUNWAY, 194 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE STONE
 AY1159'BUILDING, 67 FEET NORTHEAST OF A 24 INCH OAK TREE, 65.5 FEET SOUTHEAST
 AY1159'OF THE CENTER LINE OF AN OILED DRIVEWAY, 14 FEET WEST OF THE WEST EDGE
 AY1159'OF AN OILED PARKING STRIP, SET IN THE TOP OF A CONCRETE POST WHICH IS
 AY1159'FLUSH WITH THE GROUND.
 AY1159
 AY1159                          STATION RECOVERY (1993)
 AY1159
 AY1159'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1159'MARK NOT FOUND.
 AY1159
 AY1159                          STATION RECOVERY (2005)
 AY1159
 AY1159'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AY1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0138 ***********************************************************************
 BN0138  DESIGNATION -  S 464
 BN0138  PID         -  BN0138
 BN0138  STATE/COUNTY-  TX/BLANCO
 BN0138  USGS QUAD   -  ROCKY CREEK (1961)
 BN0138
 BN0138                         *CURRENT SURVEY CONTROL
 BN0138  ___________________________________________________________________
 BN0138* NAD 83(1986)-  30 15 12.     (N)    098 31 36.     (W)     SCALED    
 BN0138* NAVD 88     -       413.079  (meters)    1355.24   (feet)  POSTED    
 BN0138  ___________________________________________________________________
 BN0138  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 BN0138  DYNAMIC HT  -         412.510 (meters)    1353.38  (feet)  COMP
 BN0138  MODELED GRAV-     979,245.1   (mgal)                       NAVD 88
 BN0138
 BN0138  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BN0138
 BN0138.The horizontal coordinates were scaled from a topographic map and have
 BN0138.an estimated accuracy of +/- 6 seconds.
 BN0138
 BN0138.The orthometric height was determined by differential leveling
 BN0138.and adjusted by the National Geodetic Survey in 1992..
 BN0138.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BN0138.rate of 3.1 thru 4.0 mm/km.
 BN0138
 BN0138.The geoid height was determined by GEOID03.
 BN0138
 BN0138.The dynamic height is computed by dividing the NAVD 88
 BN0138.geopotential number by the normal gravity value computed on the
 BN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0138.degrees latitude (g = 980.6199 gals.).
 BN0138
 BN0138.The modeled gravity was interpolated from observed gravity values.
 BN0138
 BN0138;                    North         East    Units  Estimated Accuracy
 BN0138;SPC TX C     - 3,066,450.      873,860.      MT  (+/- 180 meters Scaled)
 BN0138
 BN0138                          SUPERSEDED SURVEY CONTROL
 BN0138
 BN0138  NGVD 29 (??/??/92)  413.018  (m)         1355.04   (f) ADJ UNCH    2 0
 BN0138
 BN0138.Superseded values are not recommended for survey control.
 BN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0138.See file dsdata.txt to determine how the superseded data were derived.
 BN0138
 BN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU455469(NAD 83)
 BN0138_MARKER: DB = BENCH MARK DISK
 BN0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0138_STAMPING: S 464 1953
 BN0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0138+STABILITY: SURFACE MOTION
 BN0138
 BN0138  HISTORY     - Date     Condition        Report By
 BN0138  HISTORY     - 1953     MONUMENTED       CGS
 BN0138
 BN0138                          STATION DESCRIPTION
 BN0138
 BN0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0138'7.35 MI W FROM JOHNSON CITY.
 BN0138'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0138'CITY, THENCE 7.25 MILES WEST ALONG U.S. HIGHWAY 290, AT THE ROCK CREEK
 BN0138'STORE, 0.15 MILE EAST OF A BRIDGE OVER ROCK CREEK, 39.4 FEET NORTHEAST
 BN0138'OF A STONE HOUSE, 48.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BN0138'HIGHWAY, 33 FEET EAST OF A 12 INCH OAK TREE, 16 FEET NORTHEAST OF A
 BN0138'FENCE CORNER, 1.8 FEET NORTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A
 BN0138'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BN0138'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0437 ***********************************************************************
 AY0437  DESIGNATION -  S 465
 AY0437  PID         -  AY0437
 AY0437  STATE/COUNTY-  TX/BEXAR
 AY0437  USGS QUAD   -  TERRELL WELLS (1992)
 AY0437
 AY0437                         *CURRENT SURVEY CONTROL
 AY0437  ___________________________________________________________________
 AY0437* NAD 83(1986)-  29 19 16.     (N)    098 31 12.     (W)     SCALED    
 AY0437* NAVD 88     -       185.162  (meters)     607.49   (feet)  ADJUSTED  
 AY0437  ___________________________________________________________________
 AY0437  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AY0437  DYNAMIC HT  -         184.894 (meters)     606.61  (feet)  COMP
 AY0437  MODELED GRAV-     979,191.4   (mgal)                       NAVD 88
 AY0437
 AY0437  VERT ORDER  -  FIRST     CLASS II
 AY0437
 AY0437.The horizontal coordinates were scaled from a topographic map and have
 AY0437.an estimated accuracy of +/- 6 seconds.
 AY0437
 AY0437.The orthometric height was determined by differential leveling
 AY0437.and adjusted by the National Geodetic Survey in June 1991..
 AY0437
 AY0437.The geoid height was determined by GEOID03.
 AY0437
 AY0437.The dynamic height is computed by dividing the NAVD 88
 AY0437.geopotential number by the normal gravity value computed on the
 AY0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0437.degrees latitude (g = 980.6199 gals.).
 AY0437
 AY0437.The modeled gravity was interpolated from observed gravity values.
 AY0437
 AY0437;                    North         East    Units  Estimated Accuracy
 AY0437;SPC TXSC     - 4,164,980.      646,620.      MT  (+/- 180 meters Scaled)
 AY0437
 AY0437                          SUPERSEDED SURVEY CONTROL
 AY0437
 AY0437  NGVD 29 (??/??/92)  185.068  (m)          607.18   (f) ADJ UNCH    1 2
 AY0437
 AY0437.Superseded values are not recommended for survey control.
 AY0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0437.See file dsdata.txt to determine how the superseded data were derived.
 AY0437
 AY0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT466436(NAD 83)
 AY0437_MARKER: DB = BENCH MARK DISK
 AY0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0437_STAMPING: S 465 1952
 AY0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0437+STABILITY: SURFACE MOTION
 AY0437
 AY0437  HISTORY     - Date     Condition        Report By
 AY0437  HISTORY     - 1952     MONUMENTED       CGS
 AY0437  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0437  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0437  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0437
 AY0437                          STATION DESCRIPTION
 AY0437
 AY0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0437'IN SAN ANTONIO.
 AY0437'AT SAN ANTONIO, 2.6 MILES WEST ALONG CHAVANAUX ROAD FROM ITS JUNCTION
 AY0437'WITH U.S. HIGHWAY 281, 45 FEET WEST OF THE CENTER LINE OF A ROAD
 AY0437'LEADING SOUTH, 21 FEET NORTH OF THE CENTER LINE OF CHAVANAUX ROAD, 1
 AY0437'FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0437'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0437
 AY0437                          STATION RECOVERY (1966)
 AY0437
 AY0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0437'MARK NOT FOUND.
 AY0437
 AY0437                          STATION RECOVERY (1989)
 AY0437
 AY0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0437'MARK NOT FOUND.
 AY0437
 AY0437                          STATION RECOVERY (1999)
 AY0437
 AY0437'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0667 ***********************************************************************
 AY0667  DESIGNATION -  S 466
 AY0667  PID         -  AY0667
 AY0667  STATE/COUNTY-  TX/BEXAR
 AY0667  USGS QUAD   -  CULEBRA HILL (1993)
 AY0667
 AY0667                         *CURRENT SURVEY CONTROL
 AY0667  ___________________________________________________________________
 AY0667* NAD 83(1986)-  29 23 42.     (N)    098 39 24.     (W)     SCALED    
 AY0667* NAVD 88     -       235.263  (meters)     771.86   (feet)  ADJUSTED  
 AY0667  ___________________________________________________________________
 AY0667  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AY0667  DYNAMIC HT  -         234.922 (meters)     770.74  (feet)  COMP
 AY0667  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 AY0667
 AY0667  VERT ORDER  -  FIRST     CLASS II
 AY0667
 AY0667.The horizontal coordinates were scaled from a topographic map and have
 AY0667.an estimated accuracy of +/- 6 seconds.
 AY0667
 AY0667.The orthometric height was determined by differential leveling
 AY0667.and adjusted by the National Geodetic Survey in June 1991..
 AY0667
 AY0667.The geoid height was determined by GEOID03.
 AY0667
 AY0667.The dynamic height is computed by dividing the NAVD 88
 AY0667.geopotential number by the normal gravity value computed on the
 AY0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0667.degrees latitude (g = 980.6199 gals.).
 AY0667
 AY0667.The modeled gravity was interpolated from observed gravity values.
 AY0667
 AY0667;                    North         East    Units  Estimated Accuracy
 AY0667;SPC TXSC     - 4,173,120.      633,320.      MT  (+/- 180 meters Scaled)
 AY0667
 AY0667                          SUPERSEDED SURVEY CONTROL
 AY0667
 AY0667  NGVD 29 (??/??/92)  235.154  (m)          771.50   (f) ADJ UNCH    1 2
 AY0667
 AY0667.Superseded values are not recommended for survey control.
 AY0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0667.See file dsdata.txt to determine how the superseded data were derived.
 AY0667
 AY0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT333517(NAD 83)
 AY0667_MARKER: DB = BENCH MARK DISK
 AY0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0667_SP_SET: CULVERT
 AY0667_STAMPING: S 466 1952
 AY0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0667
 AY0667  HISTORY     - Date     Condition        Report By
 AY0667  HISTORY     - 1952     MONUMENTED       CGS
 AY0667  HISTORY     - 1968     GOOD             NGS
 AY0667  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0667  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0667  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0667
 AY0667                          STATION DESCRIPTION
 AY0667
 AY0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AY0667'IN SAN ANTONIO.
 AY0667'AT SAN ANTONIO, BEXAR COUNTY, 1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY
 AY0667'90 FROM THE JUNCTION OF LOOP 13 (MILITARY DRIVE), 450 FEET NORTHEAST
 AY0667'OF THE JUNCTION OF DWYER ROAD, AT THE JUNCTION OF A PRIVATE DRIVEWAY
 AY0667'LEADING NORTH TO A HOUSE, 43 FEET NORTHEAST OF THE CENTERLINE OF THE
 AY0667'DRIVEWAY, 24 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT A 4-
 AY0667'BY 4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, AND IN THE CENTER OF THE
 AY0667'TOP OF THE NORTHWEST HEADWALL.  A STANDARD DISK, STAMPED S 466 1952.
 AY0667
 AY0667                          STATION RECOVERY (1986)
 AY0667
 AY0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0667'MARK NOT FOUND.
 AY0667
 AY0667                          STATION RECOVERY (1999)
 AY0667
 AY0667'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0667'MARK NOT FOUND.
 AY0667
 AY0667                          STATION RECOVERY (1999)
 AY0667
 AY0667'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0206 ***********************************************************************
 BP0206  DESIGNATION -  S 467
 BP0206  PID         -  BP0206
 BP0206  STATE/COUNTY-  TX/PECOS
 BP0206  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0206
 BP0206                         *CURRENT SURVEY CONTROL
 BP0206  ___________________________________________________________________
 BP0206* NAD 83(1986)-  30 55 52.     (N)    102 49 49.     (W)     SCALED    
 BP0206* NAVD 88     -       871.723  (meters)    2859.98   (feet)  ADJUSTED  
 BP0206  ___________________________________________________________________
 BP0206  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 BP0206  DYNAMIC HT  -         870.407 (meters)    2855.66  (feet)  COMP
 BP0206  MODELED GRAV-     979,102.3   (mgal)                       NAVD 88
 BP0206
 BP0206  VERT ORDER  -  SECOND    CLASS 0
 BP0206
 BP0206.The horizontal coordinates were scaled from a topographic map and have
 BP0206.an estimated accuracy of +/- 6 seconds.
 BP0206
 BP0206.The orthometric height was determined by differential leveling
 BP0206.and adjusted by the National Geodetic Survey in June 1991..
 BP0206
 BP0206.The geoid height was determined by GEOID03.
 BP0206
 BP0206.The dynamic height is computed by dividing the NAVD 88
 BP0206.geopotential number by the normal gravity value computed on the
 BP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0206.degrees latitude (g = 980.6199 gals.).
 BP0206
 BP0206.The modeled gravity was interpolated from observed gravity values.
 BP0206
 BP0206;                    North         East    Units  Estimated Accuracy
 BP0206;SPC TX C     - 3,142,850.      461,410.      MT  (+/- 180 meters Scaled)
 BP0206
 BP0206                          SUPERSEDED SURVEY CONTROL
 BP0206
 BP0206  NGVD 29 (??/??/92)  871.408  (m)         2858.94   (f) ADJ UNCH    2 0
 BP0206
 BP0206.Superseded values are not recommended for survey control.
 BP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0206.See file dsdata.txt to determine how the superseded data were derived.
 BP0206
 BP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ073239(NAD 83)
 BP0206_MARKER: DB = BENCH MARK DISK
 BP0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0206_STAMPING: S 467 1935 2858.944
 BP0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0206+STABILITY: SURFACE MOTION
 BP0206
 BP0206  HISTORY     - Date     Condition        Report By
 BP0206  HISTORY     - 1935     MONUMENTED       CGS
 BP0206  HISTORY     - 1958     GOOD             NGS
 BP0206  HISTORY     - 1981     GOOD             NGS
 BP0206
 BP0206                          STATION DESCRIPTION
 BP0206
 BP0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0206'3.7 MI NE FROM FORT STOCKTON.
 BP0206'ABOUT 3.7 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0206'FROM THE STATION AT FORT STOCKTON, 11 FEET NORTH OF MILEPOST 878, 48
 BP0206'FEET NORTHWEST OF THE NORTHWEST RAIL, 1 1/2 FEET NORTHWEST OF A WOVEN
 BP0206'WIRE FENCE, 1 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 10
 BP0206'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0206'PROJECTING 2 INCHES.
 BP0206
 BP0206                          STATION RECOVERY (1981)
 BP0206
 BP0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0236 ***********************************************************************
 BP0236  DESIGNATION -  S 468
 BP0236  PID         -  BP0236
 BP0236  STATE/COUNTY-  TX/BREWSTER
 BP0236  USGS QUAD   -  LAST CHANCE MESA (1980)
 BP0236
 BP0236                         *CURRENT SURVEY CONTROL
 BP0236  ___________________________________________________________________
 BP0236* NAD 83(1986)-  30 32 58.     (N)    103 30 30.     (W)     SCALED    
 BP0236* NAVD 88     -      1177.597  (meters)    3863.50   (feet)  ADJUSTED  
 BP0236  ___________________________________________________________________
 BP0236  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BP0236  DYNAMIC HT  -        1175.722 (meters)    3857.35  (feet)  COMP
 BP0236  MODELED GRAV-     979,008.5   (mgal)                       NAVD 88
 BP0236
 BP0236  VERT ORDER  -  SECOND    CLASS 0
 BP0236
 BP0236.The horizontal coordinates were scaled from a topographic map and have
 BP0236.an estimated accuracy of +/- 6 seconds.
 BP0236
 BP0236.The orthometric height was determined by differential leveling
 BP0236.and adjusted by the National Geodetic Survey in June 1991..
 BP0236
 BP0236.The geoid height was determined by GEOID03.
 BP0236
 BP0236.The dynamic height is computed by dividing the NAVD 88
 BP0236.geopotential number by the normal gravity value computed on the
 BP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0236.degrees latitude (g = 980.6199 gals.).
 BP0236
 BP0236.The modeled gravity was interpolated from observed gravity values.
 BP0236
 BP0236;                    North         East    Units  Estimated Accuracy
 BP0236;SPC TXSC     - 4,309,380.      167,490.      MT  (+/- 180 meters Scaled)
 BP0236
 BP0236                          SUPERSEDED SURVEY CONTROL
 BP0236
 BP0236  NGVD 29 (??/??/92) 1177.180  (m)         3862.13   (f) ADJ UNCH    2 0
 BP0236
 BP0236.Superseded values are not recommended for survey control.
 BP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0236.See file dsdata.txt to determine how the superseded data were derived.
 BP0236
 BP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP430806(NAD 83)
 BP0236_MARKER: DB = BENCH MARK DISK
 BP0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0236_STAMPING: S 468 1935 3862.131
 BP0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0236+STABILITY: SURFACE MOTION
 BP0236
 BP0236  HISTORY     - Date     Condition        Report By
 BP0236  HISTORY     - 1935     MONUMENTED       CGS
 BP0236  HISTORY     - 1958     GOOD             NGS
 BP0236
 BP0236                          STATION DESCRIPTION
 BP0236
 BP0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0236'17.3 MI NE FROM ALPINE.
 BP0236'ABOUT 17.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0236'FROM THE STATION AT ALPINE, 31 FEET NORTHWEST OF MILEPOST 927, 75 FEET
 BP0236'NORTHWEST OF THE NORTHWEST RAIL, 8 POLES NORTHEAST OF A TRESTLE, 21
 BP0236'1/2 FEET SOUTH OF TELEPHONE POLE NUMBER 1445, 1 1/2 FEET NORTHWEST OF
 BP0236'A FENCE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 BP0236'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0236'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0457 ***********************************************************************
 BP0457  DESIGNATION -  S 469
 BP0457  PID         -  BP0457
 BP0457  STATE/COUNTY-  TX/JEFF DAVIS
 BP0457  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0457
 BP0457                         *CURRENT SURVEY CONTROL
 BP0457  ___________________________________________________________________
 BP0457* NAD 83(1986)-  30 38 46.     (N)    103 50 36.     (W)     SCALED    
 BP0457* NAVD 88     -      1432.610  (meters)    4700.15   (feet)  POSTED    
 BP0457  ___________________________________________________________________
 BP0457  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 BP0457  DYNAMIC HT  -        1430.300 (meters)    4692.58  (feet)  COMP
 BP0457  MODELED GRAV-     978,978.8   (mgal)                       NAVD 88
 BP0457
 BP0457  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0457
 BP0457.The horizontal coordinates were scaled from a topographic map and have
 BP0457.an estimated accuracy of +/- 6 seconds.
 BP0457
 BP0457.The orthometric height was determined by differential leveling
 BP0457.and adjusted by the National Geodetic Survey in 1992..
 BP0457.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0457.rate of 1.1 thru 2.0 mm/km.
 BP0457
 BP0457.The geoid height was determined by GEOID03.
 BP0457
 BP0457.The dynamic height is computed by dividing the NAVD 88
 BP0457.geopotential number by the normal gravity value computed on the
 BP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0457.degrees latitude (g = 980.6199 gals.).
 BP0457
 BP0457.The modeled gravity was interpolated from observed gravity values.
 BP0457
 BP0457;                    North         East    Units  Estimated Accuracy
 BP0457;SPC TX C     - 3,113,880.      363,640.      MT  (+/- 180 meters Scaled)
 BP0457
 BP0457                          SUPERSEDED SURVEY CONTROL
 BP0457
 BP0457  NGVD 29 (??/??/92) 1432.097  (m)         4698.47   (f) ADJ UNCH    2 0
 BP0457
 BP0457.Superseded values are not recommended for survey control.
 BP0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0457.See file dsdata.txt to determine how the superseded data were derived.
 BP0457
 BP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP108909(NAD 83)
 BP0457_MARKER: DB = BENCH MARK DISK
 BP0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0457_STAMPING: S 469 1934 4698.721
 BP0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0457+STABILITY: SURFACE MOTION
 BP0457
 BP0457  HISTORY     - Date     Condition        Report By
 BP0457  HISTORY     - 1934     MONUMENTED       CGS
 BP0457  HISTORY     - 1958     GOOD             NGS
 BP0457  HISTORY     - 1988     GOOD             USPSQD
 BP0457  HISTORY     - 1989     GOOD             USPSQD
 BP0457  HISTORY     - 19961011 GOOD             USPSQD
 BP0457  HISTORY     - 20030323 GOOD             USPSQD
 BP0457
 BP0457                          STATION DESCRIPTION
 BP0457
 BP0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0457'5.2 MI NE FROM FORT DAVIS.
 BP0457'ABOUT 5.2 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0457'COURTHOUSE AT FORT DAVIS, 49 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 BP0457'THE HIGHWAY, ABOUT 0.1 MILE WEST-SOUTHWEST OF AND ACROSS THE HIGHWAY
 BP0457'FROM A STUCCO HOUSE, 177 FEET NORTH OF AND ACROSS THE HIGHWAY FROM
 BP0457'POWER POLE NUMBER 1098 1/2, 12 1/2 FEET NORTHEAST OF THE CENTER OF THE
 BP0457'CONCRETE FOUNDATION FOR A LOADING CHUTE, 1 FOOT SOUTHEAST OF A FENCE,
 BP0457'1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A
 BP0457'CONCRETE POST PROJECTING 6 INCHES, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 BP0457'THE HIGHWAY.
 BP0457
 BP0457                          STATION RECOVERY (1988)
 BP0457
 BP0457'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0457'RECOVERED IN GOOD CONDITION.
 BP0457
 BP0457                          STATION RECOVERY (1989)
 BP0457
 BP0457'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0457'RECOVERED IN GOOD CONDITION.
 BP0457
 BP0457                          STATION RECOVERY (1996)
 BP0457
 BP0457'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0457'RECOVERED IN GOOD CONDITION.
 BP0457
 BP0457                          STATION RECOVERY (2003)
 BP0457
 BP0457'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0432 ***********************************************************************
 CC0432  DESIGNATION -  S 470
 CC0432  PID         -  CC0432
 CC0432  STATE/COUNTY-  TX/REEVES
 CC0432  USGS QUAD   -  VERHALEN NORTH (1971)
 CC0432
 CC0432                         *CURRENT SURVEY CONTROL
 CC0432  ___________________________________________________________________
 CC0432* NAD 83(1986)-  31 13 44.     (N)    103 34 05.     (W)     SCALED    
 CC0432* NAVD 88     -       814.842  (meters)    2673.36   (feet)  POSTED    
 CC0432  ___________________________________________________________________
 CC0432  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CC0432  DYNAMIC HT  -         813.650 (meters)    2669.45  (feet)  COMP
 CC0432  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 CC0432
 CC0432  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0432
 CC0432.The horizontal coordinates were scaled from a topographic map and have
 CC0432.an estimated accuracy of +/- 6 seconds.
 CC0432
 CC0432.The orthometric height was determined by differential leveling
 CC0432.and adjusted by the National Geodetic Survey in 1992..
 CC0432.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0432.rate of 0.0 thru 1.0 mm/km.
 CC0432
 CC0432.The geoid height was determined by GEOID03.
 CC0432
 CC0432.The dynamic height is computed by dividing the NAVD 88
 CC0432.geopotential number by the normal gravity value computed on the
 CC0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0432.degrees latitude (g = 980.6199 gals.).
 CC0432
 CC0432.The modeled gravity was interpolated from observed gravity values.
 CC0432
 CC0432;                    North         East    Units  Estimated Accuracy
 CC0432;SPC TX C     - 3,177,660.      391,890.      MT  (+/- 180 meters Scaled)
 CC0432
 CC0432                          SUPERSEDED SURVEY CONTROL
 CC0432
 CC0432  NGVD 29 (??/??/92)  814.700  (m)         2672.89   (f) ADJ UNCH    1 2
 CC0432
 CC0432.Superseded values are not recommended for survey control.
 CC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0432.See file dsdata.txt to determine how the superseded data were derived.
 CC0432
 CC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ363558(NAD 83)
 CC0432_MARKER: DB = BENCH MARK DISK
 CC0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0432_STAMPING: S 470 1934 2673.905
 CC0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0432+STABILITY: SURFACE MOTION
 CC0432
 CC0432  HISTORY     - Date     Condition        Report By
 CC0432  HISTORY     - 1934     MONUMENTED       CGS
 CC0432  HISTORY     - 1956     POOR             NGS
 CC0432
 CC0432                          STATION DESCRIPTION
 CC0432
 CC0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0432'14.9 MI S FROM PECOS.
 CC0432'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0432'THENCE 13.3 MILES SOUTH ALONG STATE HIGHWAY 17, 52 FEET WEST OF THE
 CC0432'CENTER LINE OF THE HIGHWAY, 45.6 FEET EAST OF THE EAST RAIL OF THE
 CC0432'PECOS VALLEY SOUTHERN RAILROAD, 5 1/2 POLES NORTH OF MILEPOST 15, 10
 CC0432'FEET NORTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 CC0432'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CC0432'WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.  THIS MARK IS LOOSE IN THE
 CC0432'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0072 ***********************************************************************
 DP0072  DESIGNATION -  S 472 RESET 1941
 DP0072  PID         -  DP0072
 DP0072  STATE/COUNTY-  TX/STONEWALL
 DP0072  USGS QUAD   -  ASPERMONT (1968)
 DP0072
 DP0072                         *CURRENT SURVEY CONTROL
 DP0072  ___________________________________________________________________
 DP0072* NAD 83(1986)-  33 14 49.     (N)    100 14 54.     (W)     SCALED    
 DP0072* NAVD 88     -       530.87   (meters)    1741.7    (feet)  RESET     
 DP0072  ___________________________________________________________________
 DP0072  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DP0072
 DP0072  VERT ORDER  -  THIRD
 DP0072
 DP0072.The horizontal coordinates were scaled from a topographic map and have
 DP0072.an estimated accuracy of +/- 6 seconds.
 DP0072
 DP0072.The orthometric height was computed from unverified reset data.
 DP0072
 DP0072.The geoid height was determined by GEOID03.
 DP0072
 DP0072;                    North         East    Units  Estimated Accuracy
 DP0072;SPC TXNC     - 2,176,590.      437,100.      MT  (+/- 180 meters Scaled)
 DP0072
 DP0072                          SUPERSEDED SURVEY CONTROL
 DP0072
 DP0072.No superseded survey control is available for this station.
 DP0072
 DP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB837793(NAD 83)
 DP0072_MARKER: DB = BENCH MARK DISK
 DP0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0072_SP_SET: CULVERT
 DP0072_STAMPING: S 472 RESET 1941
 DP0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0072
 DP0072  HISTORY     - Date     Condition        Report By
 DP0072  HISTORY     - 1941     MONUMENTED       TXHD
 DP0072
 DP0072                          STATION DESCRIPTION
 DP0072
 DP0072'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1941
 DP0072'7.7 MI N FROM ASPERMONT.
 DP0072'ABOUT 7.7 MILES NORTH ALONG U.S. HIGHWAY NO. 83 FROM ASPERMONT,
 DP0072'STONEWALL CO., ABOUT 100 YARDS SOUTH OF A FARM HOUSE, AT A CONCRETE
 DP0072'CULVERT, IN THE CENTER OF THE TOP OF THE WEST HEAD WALL, AND 21 FEET
 DP0072'WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S
 DP0072'472 RESET 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0098 ***********************************************************************
 DP0098  DESIGNATION -  S 474 RESET 1964
 DP0098  PID         -  DP0098
 DP0098  STATE/COUNTY-  TX/KENT
 DP0098  USGS QUAD   -  CLAIREMONT WEST (1969)
 DP0098
 DP0098                         *CURRENT SURVEY CONTROL
 DP0098  ___________________________________________________________________
 DP0098* NAD 83(1986)-  33 08 00.     (N)    100 49 01.     (W)     SCALED    
 DP0098* NAVD 88     -       690.83   (meters)    2266.5    (feet)  RESET     
 DP0098  ___________________________________________________________________
 DP0098  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DP0098
 DP0098  VERT ORDER  -  THIRD
 DP0098
 DP0098.The horizontal coordinates were scaled from a topographic map and have
 DP0098.an estimated accuracy of +/- 6 seconds.
 DP0098
 DP0098.The orthometric height was computed from unverified reset data.
 DP0098
 DP0098.The geoid height was determined by GEOID03.
 DP0098
 DP0098;                    North         East    Units  Estimated Accuracy
 DP0098;SPC TXNC     - 2,165,020.      383,850.      MT  (+/- 180 meters Scaled)
 DP0098
 DP0098                          SUPERSEDED SURVEY CONTROL
 DP0098
 DP0098.No superseded survey control is available for this station.
 DP0098
 DP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB305675(NAD 83)
 DP0098_MARKER: DB = BENCH MARK DISK
 DP0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0098_SP_SET: CULVERT
 DP0098_STAMPING: S 474 RESET 1964
 DP0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0098
 DP0098  HISTORY     - Date     Condition        Report By
 DP0098  HISTORY     - 1964     MONUMENTED       TXHD
 DP0098
 DP0098                          STATION DESCRIPTION
 DP0098
 DP0098'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1964
 DP0098'4.73 MI W FROM CLAIREMONT.
 DP0098'4.73 MILES WEST ALONG U. S. HIGHWAY 380 FROM CLAIREMONT, KENT COUNTY,
 DP0098'TEXAS 48 FT. NORTH OF CENTERLINE STA. 746+63.  IN THE TOP OF THE
 DP0098'CENTER OF THE CULVERT NORTH HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0048 ***********************************************************************
 DP0048  DESIGNATION -  S 475
 DP0048  PID         -  DP0048
 DP0048  STATE/COUNTY-  TX/STONEWALL
 DP0048  USGS QUAD   -  SWENSON (1968)
 DP0048
 DP0048                         *CURRENT SURVEY CONTROL
 DP0048  ___________________________________________________________________
 DP0048* NAD 83(1986)-  33 11 26.     (N)    100 17 48.     (W)     SCALED    
 DP0048* NAVD 88     -       526.324  (meters)    1726.78   (feet)  ADJUSTED  
 DP0048  ___________________________________________________________________
 DP0048  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DP0048  DYNAMIC HT  -         525.670 (meters)    1724.64  (feet)  COMP
 DP0048  MODELED GRAV-     979,377.8   (mgal)                       NAVD 88
 DP0048
 DP0048  VERT ORDER  -  SECOND    CLASS 0
 DP0048
 DP0048.The horizontal coordinates were scaled from a topographic map and have
 DP0048.an estimated accuracy of +/- 6 seconds.
 DP0048
 DP0048.The orthometric height was determined by differential leveling
 DP0048.and adjusted by the National Geodetic Survey in June 1991..
 DP0048
 DP0048.The geoid height was determined by GEOID03.
 DP0048
 DP0048.The dynamic height is computed by dividing the NAVD 88
 DP0048.geopotential number by the normal gravity value computed on the
 DP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0048.degrees latitude (g = 980.6199 gals.).
 DP0048
 DP0048.The modeled gravity was interpolated from observed gravity values.
 DP0048
 DP0048;                    North         East    Units  Estimated Accuracy
 DP0048;SPC TXNC     - 2,170,420.      432,490.      MT  (+/- 180 meters Scaled)
 DP0048
 DP0048                          SUPERSEDED SURVEY CONTROL
 DP0048
 DP0048  NGVD 29 (??/??/92)  526.130  (m)         1726.14   (f) ADJ UNCH    2 0
 DP0048
 DP0048.Superseded values are not recommended for survey control.
 DP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0048.See file dsdata.txt to determine how the superseded data were derived.
 DP0048
 DP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB791731(NAD 83)
 DP0048_MARKER: DB = BENCH MARK DISK
 DP0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0048_STAMPING: S 475 1935
 DP0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0048+STABILITY: SURFACE MOTION
 DP0048
 DP0048  HISTORY     - Date     Condition        Report By
 DP0048  HISTORY     - 1935     MONUMENTED       CGS
 DP0048  HISTORY     - 1958     GOOD             NGS
 DP0048
 DP0048                          STATION DESCRIPTION
 DP0048
 DP0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0048'1.7 MI SE FROM SWENSON.
 DP0048'1.7 MILES SOUTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM SWENSON,
 DP0048'STONEWALL COUNTY, 4.9 MILES NORTHWEST OF THE STATION AT ASPERMONT, 9
 DP0048'POLES NORTH OF MILEPOST B 149, 30 FEET EAST OF THE CENTERLINE OF THE
 DP0048'TRACK, 16 FEET WEST OF A FENCE AND 10 FEET WEST OF A POLE.  A STANDARD
 DP0048'DISK, STAMPED S 475 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0019 ***********************************************************************
 CB0019  DESIGNATION -  S 476
 CB0019  PID         -  CB0019
 CB0019  STATE/COUNTY-  TX/COKE
 CB0019  USGS QUAD   -  SHAWVILLE (1987)
 CB0019
 CB0019                         *CURRENT SURVEY CONTROL
 CB0019  ___________________________________________________________________
 CB0019* NAD 83(1986)-  31 48 27.     (N)    100 17 24.     (W)     SCALED    
 CB0019* NAVD 88     -       554.036  (meters)    1817.70   (feet)  ADJUSTED  
 CB0019  ___________________________________________________________________
 CB0019  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 CB0019  DYNAMIC HT  -         553.304 (meters)    1815.30  (feet)  COMP
 CB0019  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 CB0019
 CB0019  VERT ORDER  -  SECOND    CLASS 0
 CB0019
 CB0019.The horizontal coordinates were scaled from a topographic map and have
 CB0019.an estimated accuracy of +/- 6 seconds.
 CB0019
 CB0019.The orthometric height was determined by differential leveling
 CB0019.and adjusted by the National Geodetic Survey in June 1991..
 CB0019
 CB0019.The geoid height was determined by GEOID03.
 CB0019
 CB0019.The dynamic height is computed by dividing the NAVD 88
 CB0019.geopotential number by the normal gravity value computed on the
 CB0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0019.degrees latitude (g = 980.6199 gals.).
 CB0019
 CB0019.The modeled gravity was interpolated from observed gravity values.
 CB0019
 CB0019;                    North         East    Units  Estimated Accuracy
 CB0019;SPC TX C     - 3,237,330.      704,100.      MT  (+/- 180 meters Scaled)
 CB0019
 CB0019                          SUPERSEDED SURVEY CONTROL
 CB0019
 CB0019  NGVD 29 (??/??/92)  553.868  (m)         1817.15   (f) ADJ UNCH    2 0
 CB0019
 CB0019.Superseded values are not recommended for survey control.
 CB0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0019.See file dsdata.txt to determine how the superseded data were derived.
 CB0019
 CB0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA778198(NAD 83)
 CB0019_MARKER: DB = BENCH MARK DISK
 CB0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0019_STAMPING: 1817.149 S 476 1935
 CB0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0019+STABILITY: SURFACE MOTION
 CB0019
 CB0019  HISTORY     - Date     Condition        Report By
 CB0019  HISTORY     - 1935     MONUMENTED       CGS
 CB0019  HISTORY     - 1940     GOOD             NGS
 CB0019
 CB0019                          STATION DESCRIPTION
 CB0019
 CB0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CB0019'5.7 MI S FROM BRONTE.
 CB0019'5.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0019'STATION AT BRONTE, COKE COUNTY, 80 FEET EAST OF MILEPOST 691, 44 FEET
 CB0019'EAST OF THE CENTERLINE OF THE TRACK, 45 FEET WEST OF THE CENTERLINE OF
 CB0019'A HIGHWAY, 1 FOOT WEST OF THE FENCE, AND ABOUT 3 FEET LOWER THAN THE
 CB0019'TRACK.  A STANDARD DISK, STAMPED 1817.149 S 476 1935 AND SET IN THE
 CB0019'TOP OF A CONCRETE POST.
 CB0019
 CB0019                          STATION RECOVERY (1940)
 CB0019
 CB0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0613 ***********************************************************************
 CA0613  DESIGNATION -  S 477
 CA0613  PID         -  CA0613
 CA0613  STATE/COUNTY-  TX/CONCHO
 CA0613  USGS QUAD   -  MILLERSVIEW SE (1987)
 CA0613
 CA0613                         *CURRENT SURVEY CONTROL
 CA0613  ___________________________________________________________________
 CA0613* NAD 83(1986)-  31 20 38.     (N)    099 51 53.     (W)     SCALED    
 CA0613* NAVD 88     -       582.451  (meters)    1910.92   (feet)  ADJUSTED  
 CA0613  ___________________________________________________________________
 CA0613  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CA0613  DYNAMIC HT  -         581.649 (meters)    1908.29  (feet)  COMP
 CA0613  MODELED GRAV-     979,245.2   (mgal)                       NAVD 88
 CA0613
 CA0613  VERT ORDER  -  SECOND    CLASS 0
 CA0613
 CA0613.The horizontal coordinates were scaled from a topographic map and have
 CA0613.an estimated accuracy of +/- 6 seconds.
 CA0613
 CA0613.The orthometric height was determined by differential leveling
 CA0613.and adjusted by the National Geodetic Survey in June 1991..
 CA0613
 CA0613.The geoid height was determined by GEOID03.
 CA0613
 CA0613.The dynamic height is computed by dividing the NAVD 88
 CA0613.geopotential number by the normal gravity value computed on the
 CA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0613.degrees latitude (g = 980.6199 gals.).
 CA0613
 CA0613.The modeled gravity was interpolated from observed gravity values.
 CA0613
 CA0613;                    North         East    Units  Estimated Accuracy
 CA0613;SPC TX C     - 3,186,020.      744,590.      MT  (+/- 180 meters Scaled)
 CA0613
 CA0613                          SUPERSEDED SURVEY CONTROL
 CA0613
 CA0613  NGVD 29 (??/??/92)  582.325  (m)         1910.51   (f) ADJ UNCH    2 0
 CA0613
 CA0613.Superseded values are not recommended for survey control.
 CA0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0613.See file dsdata.txt to determine how the superseded data were derived.
 CA0613
 CA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV177680(NAD 83)
 CA0613_MARKER: DB = BENCH MARK DISK
 CA0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0613_SP_SET: ABUTMENT
 CA0613_STAMPING: S 477 1935
 CA0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0613
 CA0613  HISTORY     - Date     Condition        Report By
 CA0613  HISTORY     - 1935     MONUMENTED       CGS
 CA0613  HISTORY     - 1940     GOOD             NGS
 CA0613  HISTORY     - 1967     MARK NOT FOUND   USGS
 CA0613  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0613
 CA0613                          STATION DESCRIPTION
 CA0613
 CA0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0613'8.9 MI N FROM EDEN.
 CA0613'8.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT EDEN, AT
 CA0613'A 15-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 CA0613'ABUTMENT, AND 16 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 CA0613'STANDARD DISK, STAMPED S 477 1935.
 CA0613
 CA0613                          STATION RECOVERY (1967)
 CA0613
 CA0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CA0613'MARK NOT FOUND.
 CA0613
 CA0613                          STATION RECOVERY (1999)
 CA0613
 CA0613'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0305 ***********************************************************************
 CS0305  DESIGNATION -  S 478
 CS0305  PID         -  CS0305
 CS0305  STATE/COUNTY-  TX/KAUFMAN
 CS0305  USGS QUAD   -  ELMO (1981)
 CS0305
 CS0305                         *CURRENT SURVEY CONTROL
 CS0305  ___________________________________________________________________
 CS0305* NAD 83(1986)-  32 42 42.     (N)    096 13 55.     (W)     SCALED    
 CS0305* NAVD 88     -       150.928  (meters)     495.17   (feet)  ADJUSTED  
 CS0305  ___________________________________________________________________
 CS0305  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0305  DYNAMIC HT  -         150.760 (meters)     494.62  (feet)  COMP
 CS0305  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 CS0305
 CS0305  VERT ORDER  -  SECOND    CLASS 0
 CS0305
 CS0305.The horizontal coordinates were scaled from a topographic map and have
 CS0305.an estimated accuracy of +/- 6 seconds.
 CS0305
 CS0305.The orthometric height was determined by differential leveling
 CS0305.and adjusted by the National Geodetic Survey in June 1991..
 CS0305
 CS0305.The geoid height was determined by GEOID03.
 CS0305
 CS0305.The dynamic height is computed by dividing the NAVD 88
 CS0305.geopotential number by the normal gravity value computed on the
 CS0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0305.degrees latitude (g = 980.6199 gals.).
 CS0305
 CS0305.The modeled gravity was interpolated from observed gravity values.
 CS0305
 CS0305;                    North         East    Units  Estimated Accuracy
 CS0305;SPC TXNC     - 2,118,180.      812,600.      MT  (+/- 180 meters Scaled)
 CS0305
 CS0305                          SUPERSEDED SURVEY CONTROL
 CS0305
 CS0305  NGVD 29 (??/??/92)  150.940  (m)          495.21   (f) ADJ UNCH    2 0
 CS0305
 CS0305.Superseded values are not recommended for survey control.
 CS0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0305.See file dsdata.txt to determine how the superseded data were derived.
 CS0305
 CS0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB594227(NAD 83)
 CS0305_MARKER: DB = BENCH MARK DISK
 CS0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0305_STAMPING: S 478 1948
 CS0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0305+STABILITY: SURFACE MOTION
 CS0305
 CS0305  HISTORY     - Date     Condition        Report By
 CS0305  HISTORY     - 1948     MONUMENTED       CGS
 CS0305
 CS0305                          STATION DESCRIPTION
 CS0305
 CS0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0305'3.35 MI SE FROM TERRELL.
 CS0305'1.6 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE UNION STATION AT
 CS0305'TERRELL, THENCE 1.75 MILES SOUTHEAST ALONG THE TERRELL-HIRAM ROAD, AT
 CS0305'A JUNCTION WITH A PRIVATE ROAD LEADING NORTHEAST, 137.6 FEET SOUTHEAST
 CS0305'OF THE EAST CORNER OF A 30-FOOT WOODEN BRIDGE, 54.0 FEET NORTHEAST OF
 CS0305'THE CENTER LINE OF THE TERRELL-HIRAM ROAD, 25.1 FEET NORTHEAST OF A
 CS0305'FENCE CORNER, 22.0 FEET NORTHWEST OF THE CENTER LINE OF THE PRIVATE
 CS0305'ROAD, 1.1 FEET SOUTHEAST OF A FENCE, 2.8 FEET NORTHEAST OF A REFERENCE
 CS0305'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CS0305'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0262 ***********************************************************************
 CS0262  DESIGNATION -  S 479
 CS0262  PID         -  CS0262
 CS0262  STATE/COUNTY-  TX/KAUFMAN
 CS0262  USGS QUAD   -  WILLS POINT (1981)
 CS0262
 CS0262                         *CURRENT SURVEY CONTROL
 CS0262  ___________________________________________________________________
 CS0262* NAD 83(1986)-  32 38 36.     (N)    096 04 33.     (W)     SCALED    
 CS0262* NAVD 88     -       129.289  (meters)     424.18   (feet)  ADJUSTED  
 CS0262  ___________________________________________________________________
 CS0262  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0262  DYNAMIC HT  -         129.143 (meters)     423.70  (feet)  COMP
 CS0262  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 CS0262
 CS0262  VERT ORDER  -  SECOND    CLASS 0
 CS0262
 CS0262.The horizontal coordinates were scaled from a topographic map and have
 CS0262.an estimated accuracy of +/- 6 seconds.
 CS0262
 CS0262.The orthometric height was determined by differential leveling
 CS0262.and adjusted by the National Geodetic Survey in June 1991..
 CS0262
 CS0262.The geoid height was determined by GEOID03.
 CS0262
 CS0262.The dynamic height is computed by dividing the NAVD 88
 CS0262.geopotential number by the normal gravity value computed on the
 CS0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0262.degrees latitude (g = 980.6199 gals.).
 CS0262
 CS0262.The modeled gravity was interpolated from observed gravity values.
 CS0262
 CS0262;                    North         East    Units  Estimated Accuracy
 CS0262;SPC TXNC     - 2,110,930.      827,410.      MT  (+/- 180 meters Scaled)
 CS0262
 CS0262                          SUPERSEDED SURVEY CONTROL
 CS0262
 CS0262  NGVD 29 (??/??/92)  129.300  (m)          424.21   (f) ADJ UNCH    2 0
 CS0262
 CS0262.Superseded values are not recommended for survey control.
 CS0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0262.See file dsdata.txt to determine how the superseded data were derived.
 CS0262
 CS0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB743155(NAD 83)
 CS0262_MARKER: DB = BENCH MARK DISK
 CS0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0262_STAMPING: S 479 1948
 CS0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0262+STABILITY: SURFACE MOTION
 CS0262
 CS0262  HISTORY     - Date     Condition        Report By
 CS0262  HISTORY     - 1948     MONUMENTED       CGS
 CS0262
 CS0262                          STATION DESCRIPTION
 CS0262
 CS0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0262'1.9 MI E FROM HIRAM.
 CS0262'1.9 MILES EAST ALONG A GRADED DIRT ROAD FROM THE LOCUST GROVE CHURCH
 CS0262'AT HIRAM, 99.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 40-FOOT
 CS0262'STEEL BRIDGE OVER WOLF CREEK, 45.0 FEET NORTH OF THE CENTER LINE OF
 CS0262'THE ROAD, 39.5 FEET EAST OF A 28-INCH OAK TREE, 28.5 FEET WEST OF A
 CS0262'FENCE CORNER, 3.9 FEET NORTH OF A FENCE, 2.8 FEET EAST OF A REFERENCE
 CS0262'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CS0262'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0984 ***********************************************************************
 CR0984  DESIGNATION -  S 480 RESET 1955
 CR0984  PID         -  CR0984
 CR0984  STATE/COUNTY-  TX/VAN ZANDT
 CR0984  USGS QUAD   -  EDGEWOOD (1981)
 CR0984
 CR0984                         *CURRENT SURVEY CONTROL
 CR0984  ___________________________________________________________________
 CR0984* NAD 83(1986)-  32 41 22.     (N)    095 59 02.     (W)     SCALED    
 CR0984* NAVD 88     -       161.65   (+/-2cm)     530.3    (feet)  VERTCON   
 CR0984  ___________________________________________________________________
 CR0984  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0984
 CR0984  VERT ORDER  -  THIRD (See Below)
 CR0984
 CR0984.The horizontal coordinates were scaled from a topographic map and have
 CR0984.an estimated accuracy of +/- 6 seconds.
 CR0984
 CR0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0984.The vertical order pertains to the NGVD 29 superseded value.
 CR0984
 CR0984.The geoid height was determined by GEOID03.
 CR0984
 CR0984;                    North         East    Units  Estimated Accuracy
 CR0984;SPC TXNC     - 2,116,240.      835,910.      MT  (+/- 180 meters Scaled)
 CR0984
 CR0984                          SUPERSEDED SURVEY CONTROL
 CR0984
 CR0984  NGVD 29 (??/??/??)  161.66   (m)          530.4    (f) RESET       3  
 CR0984
 CR0984.Superseded values are not recommended for survey control.
 CR0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0984.See file dsdata.txt to determine how the superseded data were derived.
 CR0984
 CR0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS202207(NAD 83)
 CR0984_MARKER: DB = BENCH MARK DISK
 CR0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0984_STAMPING: S 480 RESET 1955
 CR0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0984+STABILITY: SURFACE MOTION
 CR0984
 CR0984  HISTORY     - Date     Condition        Report By
 CR0984  HISTORY     - 1955     MONUMENTED       CGS
 CR0984  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR0984  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0984
 CR0984                          STATION DESCRIPTION
 CR0984
 CR0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR0984'1.0 MI SE FROM WILLS POINT.
 CR0984'1.0 MILE SOUTHEAST ALONG HIGHWAY NO. 64 TOWARD CANTON, FROM THE
 CR0984'JUNCTION OF HIGHWAYS NOS. 80 AND 64 AT THE SOUTHEAST EDGE OF WILLS
 CR0984'POINT, ON THE SOUTH SIDE OF THE ENTRANCE DRIVE TO THE R.H.COVINGTON
 CR0984'FARM HOUSE, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE DRIVE, ABOUT
 CR0984'100 FEET SOUTH OF THE HOUSE, 65 FEET NORTHEAST OF THE CENTERLINE OF
 CR0984'HIGHWAY NO. 64 AND ABOUT 15 FEET NORTHEAST OF THE NORTHEAST
 CR0984'RIGHT-OF-WAY LINE.  A STANDARD DISK STAMPED S 480 RESET 1955 AND SET
 CR0984'IN A CONCRETE MONUMENT WHICH IS ABOUT 5 FEET SOUTHWEST OF A POWER POLE
 CR0984'AND PROJECTS ABOUT 2 INCHES.
 CR0984
 CR0984                          STATION RECOVERY (1993)
 CR0984
 CR0984'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0984'MARK NOT FOUND.
 CR0984
 CR0984                          STATION RECOVERY (1995)
 CR0984
 CR0984'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1356 ***********************************************************************
 AY1356  DESIGNATION -  S 482
 AY1356  PID         -  AY1356
 AY1356  STATE/COUNTY-  TX/UVALDE
 AY1356  USGS QUAD   -  CHALK BLUFF (1960)
 AY1356
 AY1356                         *CURRENT SURVEY CONTROL
 AY1356  ___________________________________________________________________
 AY1356* NAD 83(1986)-  29 19 50.     (N)    099 55 57.     (W)     SCALED    
 AY1356* NAVD 88     -       323.509  (meters)    1061.38   (feet)  POSTED    
 AY1356  ___________________________________________________________________
 AY1356  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AY1356  DYNAMIC HT  -         323.040 (meters)    1059.84  (feet)  COMP
 AY1356  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AY1356
 AY1356  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1356
 AY1356.The horizontal coordinates were scaled from a topographic map and have
 AY1356.an estimated accuracy of +/- 6 seconds.
 AY1356
 AY1356.The orthometric height was determined by differential leveling
 AY1356.and adjusted by the National Geodetic Survey in 1992..
 AY1356.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1356.rate of 0.0 thru 1.0 mm/km.
 AY1356
 AY1356.The geoid height was determined by GEOID03.
 AY1356
 AY1356.The dynamic height is computed by dividing the NAVD 88
 AY1356.geopotential number by the normal gravity value computed on the
 AY1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1356.degrees latitude (g = 980.6199 gals.).
 AY1356
 AY1356.The modeled gravity was interpolated from observed gravity values.
 AY1356
 AY1356;                    North         East    Units  Estimated Accuracy
 AY1356;SPC TXSC     - 4,166,290.      509,440.      MT  (+/- 180 meters Scaled)
 AY1356
 AY1356                          SUPERSEDED SURVEY CONTROL
 AY1356
 AY1356  NGVD 29 (??/??/92)  323.392  (m)         1061.00   (f) ADJ UNCH    2 0
 AY1356
 AY1356.Superseded values are not recommended for survey control.
 AY1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1356.See file dsdata.txt to determine how the superseded data were derived.
 AY1356
 AY1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT094449(NAD 83)
 AY1356_MARKER: DB = BENCH MARK DISK
 AY1356_SETTING: 66 = SET IN ROCK OUTCROP
 AY1356_SP_SET: ROCK OUTCROP
 AY1356_STAMPING: S 482 1935
 AY1356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1356+STABILITY: POSITION/ELEVATION WELL
 AY1356
 AY1356  HISTORY     - Date     Condition        Report By
 AY1356  HISTORY     - 1935     MONUMENTED       CGS
 AY1356  HISTORY     - 1940     GOOD             NGS
 AY1356  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 AY1356
 AY1356                          STATION DESCRIPTION
 AY1356
 AY1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AY1356'10.5 MI NW FROM UVALDE JUNCTION.
 AY1356'10.5 MILES NORTHWEST ALONG THE UVALDE AND NORTHERN RAILWAY FROM UVALDE
 AY1356'JUNCTION, UVALDE COUNTY, 950 FEET SOUTH OF CATTLE GUARD 10 D, 165 FEET
 AY1356'NORTH OF SMALL WOODEN BRIDGE 10 C, 22 FEET EAST OF THE CENTERLINE OF
 AY1356'THE TRACK, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED
 AY1356'S 482 1935.
 AY1356
 AY1356                          STATION RECOVERY (2002)
 AY1356
 AY1356'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1356'NOTHING REMAINS OF THE RAILWAY IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1215 ***********************************************************************
 BY1215  DESIGNATION -  S 483
 BY1215  PID         -  BY1215
 BY1215  STATE/COUNTY-  TX/NACOGDOCHES
 BY1215  USGS QUAD   -  WODEN (1983)
 BY1215
 BY1215                         *CURRENT SURVEY CONTROL
 BY1215  ___________________________________________________________________
 BY1215* NAD 83(1986)-  31 31 03.     (N)    094 36 30.     (W)     SCALED    
 BY1215* NAVD 88     -        96.03   (+/-2cm)     315.1    (feet)  VERTCON   
 BY1215  ___________________________________________________________________
 BY1215  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BY1215
 BY1215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1215
 BY1215.The horizontal coordinates were scaled from a topographic map and have
 BY1215.an estimated accuracy of +/- 6 seconds.
 BY1215
 BY1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1215.The vertical order pertains to the NGVD 29 superseded value.
 BY1215
 BY1215.The geoid height was determined by GEOID03.
 BY1215
 BY1215;                    North         East    Units  Estimated Accuracy
 BY1215;SPC TX C     - 3,219,170.    1,243,510.      MT  (+/- 180 meters Scaled)
 BY1215
 BY1215                          SUPERSEDED SURVEY CONTROL
 BY1215
 BY1215  NGVD 29 (??/??/92)   96.103  (m)          315.30   (f) ADJ UNCH    2 0
 BY1215
 BY1215.Superseded values are not recommended for survey control.
 BY1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1215.See file dsdata.txt to determine how the superseded data were derived.
 BY1215
 BY1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ472880(NAD 83)
 BY1215_MARKER: DB = BENCH MARK DISK
 BY1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1215_STAMPING: S 483 1948
 BY1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1215+STABILITY: SURFACE MOTION
 BY1215
 BY1215  HISTORY     - Date     Condition        Report By
 BY1215  HISTORY     - 1948     MONUMENTED       CGS
 BY1215  HISTORY     - 1963     GOOD             NGS
 BY1215  HISTORY     - 19980919 GOOD             USPSQD
 BY1215
 BY1215                          STATION DESCRIPTION
 BY1215
 BY1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BY1215'1.10 MI NW FROM LACYVILLE.
 BY1215'0.25 MILE EAST ALONG A GRADED DIRT ROAD FROM THE CROSSING OF A DIRT
 BY1215'ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT LACYVILLE, THENCE 0.85
 BY1215'MILE NORTHWEST ALONG A GRADED DIRT ROAD, ON TOP OF A HILL, 67.0 FEET
 BY1215'NORTHEAST OF THE CENTER OF A WELL, 50.0 FEET SOUTHWEST OF THE CENTER
 BY1215'LINE OF THE ROAD, 6.0 FEET SOUTHEAST OF A 15-INCH PINE TREE, 2.8 FEET
 BY1215'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY1215'PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- ALL DISTANCES STILL
 BY1215'APPLY AS DESCRIBED IN THE ORIGINAL DESCRIPTION EXCEPT THE WELL IT NO
 BY1215'LONGER EXISTS.  A NEW METAL WITNESS POST WAS SET IN CONCRETE 1 FOOT
 BY1215'SOUTHEAST OF THE BENCH MARK.  NOTE-- TO REACH FROM THE POST OFFICE IN
 BY1215'NACOGDOCHES, GO EASTERLY ON STATE HIGHWAY 21 FOR 0.55 MILE TO THE
 BY1215'JUNCTION OF FARM ROAD 1275, TURN RIGHT, THENCE 0.95 MILE ALONG FARM
 BY1215'ROAD 1275 TO THE JUNCTION OF FARM ROAD 2259, THENCE 3.0 MILES ALONG
 BY1215'FARM ROAD 1275 TO A DIRT ROAD ON THE RIGHT, THENCE 2.8 MILES ALONG
 BY1215'FARM ROAD 1275 TO BENCH MARK ON THE RIGHT.
 BY1215
 BY1215                          STATION RECOVERY (1998)
 BY1215
 BY1215'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0246 ***********************************************************************
 BY0246  DESIGNATION -  S 484
 BY0246  PID         -  BY0246
 BY0246  STATE/COUNTY-  TX/SHELBY
 BY0246  USGS QUAD   -  NEUVILLE (1984)
 BY0246
 BY0246                         *CURRENT SURVEY CONTROL
 BY0246  ___________________________________________________________________
 BY0246* NAD 83(1986)-  31 39 54.     (N)    094 10 43.     (W)     SCALED    
 BY0246* NAVD 88     -       140.32   (+/-2cm)     460.4    (feet)  VERTCON   
 BY0246  ___________________________________________________________________
 BY0246  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY0246
 BY0246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0246
 BY0246.The horizontal coordinates were scaled from a topographic map and have
 BY0246.an estimated accuracy of +/- 6 seconds.
 BY0246
 BY0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0246.The vertical order pertains to the NGVD 29 superseded value.
 BY0246
 BY0246.The geoid height was determined by GEOID03.
 BY0246
 BY0246;                    North         East    Units  Estimated Accuracy
 BY0246;SPC TX C     - 3,237,670.    1,283,360.      MT  (+/- 180 meters Scaled)
 BY0246
 BY0246                          SUPERSEDED SURVEY CONTROL
 BY0246
 BY0246  NGVD 29 (??/??/92)  140.351  (m)          460.47   (f) ADJ UNCH    2 0
 BY0246
 BY0246.Superseded values are not recommended for survey control.
 BY0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0246.See file dsdata.txt to determine how the superseded data were derived.
 BY0246
 BY0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR882039(NAD 83)
 BY0246_MARKER: DB = BENCH MARK DISK
 BY0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0246_STAMPING: S-484 1949
 BY0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0246+STABILITY: SURFACE MOTION
 BY0246
 BY0246  HISTORY     - Date     Condition        Report By
 BY0246  HISTORY     - 1949     MONUMENTED       CGS
 BY0246  HISTORY     - 1958     GOOD             USGS
 BY0246
 BY0246                          STATION DESCRIPTION
 BY0246
 BY0246'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0246'2.15 MI SW FROM NEUVILLE.
 BY0246'1.8 MI. SW ALONG THE OLD NEUVILLE-BRADY SCHOOL ROAD FROM THE ABANDONED
 BY0246'PUBLIC SCHOOL AT NEUVILLE TO ROAD FORK.  THEN W ALONG ABANDONED
 BY0246'NEUVILLE-BRADY SCHOOL ROAD 0.9 MI. TO TOP OF HILL, 100 YDS (PACED)
 BY0246'NORTHEAST OF THE CENTER OF AN INTERSECTION WITH A TRAIL, 0.35 MI. SW
 BY0246'OF THE POINT WHERE THE ROAD CROSSES A SMALL STREAM, 30 FT. NW OF THE
 BY0246'CENTER LINE OF THE ROAD, 20 FT. NW OF A 10IN. SWOOTGUN TREE, A
 BY0246'STANDARD TABLET SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT.
 BY0246'ABOVE GROUND.  STAMPED S-484 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0264 ***********************************************************************
 BY0264  DESIGNATION -  S 485
 BY0264  PID         -  BY0264
 BY0264  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0264  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0264
 BY0264                         *CURRENT SURVEY CONTROL
 BY0264  ___________________________________________________________________
 BY0264* NAD 83(1986)-  31 36 44.     (N)    094 15 31.     (W)     SCALED    
 BY0264* NAVD 88     -        79.74   (+/-2cm)     261.6    (feet)  VERTCON   
 BY0264  ___________________________________________________________________
 BY0264  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY0264
 BY0264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0264
 BY0264.The horizontal coordinates were scaled from a topographic map and have
 BY0264.an estimated accuracy of +/- 6 seconds.
 BY0264
 BY0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0264.The vertical order pertains to the NGVD 29 superseded value.
 BY0264
 BY0264.The geoid height was determined by GEOID03.
 BY0264
 BY0264;                    North         East    Units  Estimated Accuracy
 BY0264;SPC TX C     - 3,231,410.    1,276,100.      MT  (+/- 180 meters Scaled)
 BY0264
 BY0264                          SUPERSEDED SURVEY CONTROL
 BY0264
 BY0264  NGVD 29 (??/??/92)   79.773  (m)          261.72   (f) ADJ UNCH    2 0
 BY0264
 BY0264.Superseded values are not recommended for survey control.
 BY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0264.See file dsdata.txt to determine how the superseded data were derived.
 BY0264
 BY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ806981(NAD 83)
 BY0264_MARKER: DB = BENCH MARK DISK
 BY0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0264_STAMPING: S 485 1949
 BY0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0264+STABILITY: SURFACE MOTION
 BY0264
 BY0264  HISTORY     - Date     Condition        Report By
 BY0264  HISTORY     - 1949     MONUMENTED       CGS
 BY0264  HISTORY     - 1980     GOOD             USGS
 BY0264
 BY0264                          STATION DESCRIPTION
 BY0264
 BY0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0264'0.95 MI E FROM CAMP WORTH.
 BY0264'0.95 MILE EAST ALONG THE JERICHO-CAMP WORTH ROAD FROM THE HIGH SCHOOL
 BY0264'AT CAMP WORTH, AT A JUNCTION WITH A TRAIL LEADING EAST, AT A POINT
 BY0264'WHERE THE ROAD TURNS NORTHEAST, AT AN ABANDONED FARMHOUSE SITE, 0.2
 BY0264'MILE EAST OF A WOODEN BRIDGE OVER A CREEK, 38.5 FEET WEST OF THE
 BY0264'CENTER OF A WELL, 33.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND
 BY0264'THE EXTENDED CENTER LINE OF THE TRAIL, 54.0 FEET SOUTHWEST OF THE
 BY0264'CENTER OF THE JUNCTION, 2.8 FEET NORTH OF A 11-INCH SYCAMORE TREE, 1.9
 BY0264'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0264'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY0264
 BY0264                          STATION RECOVERY (1980)
 BY0264
 BY0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0264'6.35 MILE SOUTH ALONG THE FM 711 FROM THE BYFORD GROCERY STORE IN
 BY0264'JERICHO TO A DIRT ROAD WEST (RIGHT),THENCE 0.3 MILE WEST ALONG THE
 BY0264'ROAD TO THE JUNCTION OF THE ROAD BENDING SOUTH (LEFT) AND A TRAIL
 BY0264'NORTH (RIGHT), THENCE 0.75 MILE SOUTH AND WEST TO A TRAIL LEADING
 BY0264'SOUTH, 55 FEET (PACED) WEST OF WHERE THE ROAD BENDS NORTHEAST 0.2
 BY0264'MILE EAST OF THE WOODEN BRIDGE OVER A CREEK, 48 FEET SOUTH OF THE
 BY0264'CENTERLINE OF THE ROAD, 42 FEET EAST OF THE CENTERLINE OF THE TRAIL
 BY0264'SOUTH, 2 FEET NORTH OF AN 11 INCH TREE, AND SET IN THE TOP OF A
 BY0264'CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1163 ***********************************************************************
 BY1163  DESIGNATION -  S 486
 BY1163  PID         -  BY1163
 BY1163  STATE/COUNTY-  TX/NACOGDOCHES
 BY1163  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1163
 BY1163                         *CURRENT SURVEY CONTROL
 BY1163  ___________________________________________________________________
 BY1163* NAD 83(1986)-  31 35 55.     (N)    094 39 42.     (W)     SCALED    
 BY1163* NAVD 88     -        86.06   (+/-2cm)     282.3    (feet)  VERTCON   
 BY1163  ___________________________________________________________________
 BY1163  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1163
 BY1163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1163
 BY1163.The horizontal coordinates were scaled from a topographic map and have
 BY1163.an estimated accuracy of +/- 6 seconds.
 BY1163
 BY1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1163.The vertical order pertains to the NGVD 29 superseded value.
 BY1163
 BY1163.The geoid height was determined by GEOID03.
 BY1163
 BY1163;                    North         East    Units  Estimated Accuracy
 BY1163;SPC TX C     - 3,227,890.    1,237,990.      MT  (+/- 180 meters Scaled)
 BY1163
 BY1163                          SUPERSEDED SURVEY CONTROL
 BY1163
 BY1163  NGVD 29 (??/??/92)   86.17   (m)          282.7    (f) COMPUTED    2 0
 BY1163
 BY1163.Superseded values are not recommended for survey control.
 BY1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1163.See file dsdata.txt to determine how the superseded data were derived.
 BY1163
 BY1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ423971(NAD 83)
 BY1163_MARKER: DB = BENCH MARK DISK
 BY1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1163_STAMPING: S 486 1949
 BY1163_PROJECTION: FLUSH
 BY1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1163+STABILITY: SURFACE MOTION
 BY1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1163+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BY1163
 BY1163  HISTORY     - Date     Condition        Report By
 BY1163  HISTORY     - 1949     MONUMENTED       CGS
 BY1163  HISTORY     - 1979     GOOD             NGS
 BY1163  HISTORY     - 1990     GOOD             USPSQD
 BY1163  HISTORY     - 19980919 GOOD             USPSQD
 BY1163  HISTORY     - 20060304 GOOD             LOCENG
 BY1163
 BY1163                          STATION DESCRIPTION
 BY1163
 BY1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1163'IN NACOGDOCHES.
 BY1163'AT NACOGDOCHES, 0.5 MILE SOUTH ALONG FREDONIA STREET FROM THE STONE
 BY1163'FORT BANK, AT THE INTERSECTION OF SOUTH FREDONIA AND SMITH STREETS, AT
 BY1163'THE OFFICE OF THE TEXAS FARM PRODUCTS COMPANY, 45.7 FEET NORTHEAST OF
 BY1163'THE NORTHEAST CORNER OF THE OFFICE, 29.0 FEET WEST OF THE CENTER LINE
 BY1163'OF A DRIVEWAY WHICH IS ON THE WEST SIDE OF THE MILL, 27.0 FEET SOUTH
 BY1163'OF THE EXTENDED CENTER LINE OF SMITH STREET, 16.8 FEET SOUTHEAST OF
 BY1163'THE CENTER LINE OF FREDONIA STREET, 1.5 FEET NORTHEAST OF THE
 BY1163'NORTHEAST END OF AN IRON FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY1163'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 BY1163
 BY1163                          STATION RECOVERY (1979)
 BY1163
 BY1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1163'IN NACOGDOCHES, 0.5 MILE SOUTH ALONG FREDONIA STREET FROM THE STONE
 BY1163'FORT NATIONAL BANK, AT THE INTERSECTION OF SMITH STREET, AT THE OFFICE
 BY1163'OF THE TEXAS FARM PRODUCTS COMPANY, 46.0 FT. NORTH-NORTHEAST OF THE
 BY1163'NORTHEAST CORNER OF THE TEXAS FARM PRODUCTS COMPANY OFFICE, 25.5 FT.
 BY1163'WEST-SOUTHWEST OF THE EXTENDED CENTERLINE OF SMITH STREET, 17.0 FT.
 BY1163'SOUTH-SOUTHEAST OF THE CENTERLINE OF FREDONIA STREET, 0.8 FT.
 BY1163'SOUTHWEST OF THE EAST END OF A SIDEWALK AND CURB, 7.0 FT. NORTHEAST OF
 BY1163'A POWERLINE POLE WITH TWO TRANSFORMERS.  NOTE-A SIDEWALK WAS
 BY1163'CONSTRUCTED AROUND THE MARK AND THE MARK APPEARS TO BE UNDISTURBED.
 BY1163'NOT LEVELED TO AT THIS TIME.
 BY1163'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 BY1163
 BY1163                          STATION RECOVERY (1990)
 BY1163
 BY1163'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 BY1163'RECOVERED IN GOOD CONDITION.
 BY1163
 BY1163                          STATION RECOVERY (1998)
 BY1163
 BY1163'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1163'RECOVERED IN GOOD CONDITION.
 BY1163
 BY1163                          STATION RECOVERY (2006)
 BY1163
 BY1163'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2006 (MFM)
 BY1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0131 ***********************************************************************
 BY0131  DESIGNATION -  S 487
 BY0131  PID         -  BY0131
 BY0131  STATE/COUNTY-  TX/SHELBY
 BY0131  USGS QUAD   -  ARCADIA (1984)
 BY0131
 BY0131                         *CURRENT SURVEY CONTROL
 BY0131  ___________________________________________________________________
 BY0131* NAD 83(1986)-  31 48 52.     (N)    094 15 21.     (W)     SCALED    
 BY0131* NAVD 88     -       117.38   (+/-2cm)     385.1    (feet)  VERTCON   
 BY0131  ___________________________________________________________________
 BY0131  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BY0131
 BY0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0131
 BY0131.The horizontal coordinates were scaled from a topographic map and have
 BY0131.an estimated accuracy of +/- 6 seconds.
 BY0131
 BY0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0131.The vertical order pertains to the NGVD 29 superseded value.
 BY0131
 BY0131.The geoid height was determined by GEOID03.
 BY0131
 BY0131;                    North         East    Units  Estimated Accuracy
 BY0131;SPC TX C     - 3,253,820.    1,275,140.      MT  (+/- 180 meters Scaled)
 BY0131
 BY0131                          SUPERSEDED SURVEY CONTROL
 BY0131
 BY0131  NGVD 29 (??/??/92)  117.410  (m)          385.20   (f) ADJ UNCH    2 0
 BY0131
 BY0131.Superseded values are not recommended for survey control.
 BY0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0131.See file dsdata.txt to determine how the superseded data were derived.
 BY0131
 BY0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR811205(NAD 83)
 BY0131_MARKER: DB = BENCH MARK DISK
 BY0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0131_STAMPING: S 487 1949
 BY0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0131+STABILITY: SURFACE MOTION
 BY0131
 BY0131  HISTORY     - Date     Condition        Report By
 BY0131  HISTORY     - 1949     MONUMENTED       CGS
 BY0131
 BY0131                          STATION DESCRIPTION
 BY0131
 BY0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0131'5.15 MI W FROM CENTER.
 BY0131'1.25 MILES NORTH ALONG U. S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0131'COURTHOUSE AT CENTER, THENCE 3.9 MILES WEST ALONG STATE HIGHWAY 87,
 BY0131'0.25 MILE WEST OF ROAD JUNCTION AND TURN IN THE HIGHWAY, 0.1 MILE EAST
 BY0131'OF THE JUNCTION OF A WOODS ROAD LEADING SOUTH, 77.0 FEET NORTHEAST OF
 BY0131'THE EAST END OF A 30-INCH GALVANIZED PIPE CULVERT, 49.0 FEET NORTH OF
 BY0131'THE CENTER LINE OF THE HIGHWAY, 6.0 FEET WEST OF THE LINE OF POLES FOR
 BY0131'A TELEPHONE LINE LEADING NORTH, 2.0 FEET EAST OF A REFERENCE POST, 1.5
 BY0131'FEET SOUTH OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 BY0131'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0998 ***********************************************************************
 BY0998  DESIGNATION -  S 488
 BY0998  PID         -  BY0998
 BY0998  STATE/COUNTY-  TX/NACOGDOCHES
 BY0998  USGS QUAD   -  HUNTINGTON (1980)
 BY0998
 BY0998                         *CURRENT SURVEY CONTROL
 BY0998  ___________________________________________________________________
 BY0998* NAD 83(1986)-  31 16 30.     (N)    094 30 44.     (W)     SCALED    
 BY0998* NAVD 88     -        84.33   (+/-2cm)     276.7    (feet)  VERTCON   
 BY0998  ___________________________________________________________________
 BY0998  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0998
 BY0998  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0998
 BY0998.The horizontal coordinates were scaled from a topographic map and have
 BY0998.an estimated accuracy of +/- 6 seconds.
 BY0998
 BY0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0998.The vertical order pertains to the NGVD 29 superseded value.
 BY0998
 BY0998.The geoid height was determined by GEOID03.
 BY0998
 BY0998;                    North         East    Units  Estimated Accuracy
 BY0998;SPC TX C     - 3,192,790.    1,254,030.      MT  (+/- 180 meters Scaled)
 BY0998
 BY0998                          SUPERSEDED SURVEY CONTROL
 BY0998
 BY0998  NGVD 29 (??/??/92)   84.368  (m)          276.80   (f) ADJ UNCH    2 0
 BY0998
 BY0998.Superseded values are not recommended for survey control.
 BY0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0998.See file dsdata.txt to determine how the superseded data were derived.
 BY0998
 BY0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ560610(NAD 83)
 BY0998_MARKER: DB = BENCH MARK DISK
 BY0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0998_STAMPING: S 488 1949
 BY0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0998+STABILITY: SURFACE MOTION
 BY0998
 BY0998  HISTORY     - Date     Condition        Report By
 BY0998  HISTORY     - 1949     MONUMENTED       CGS
 BY0998  HISTORY     - 19980919 GOOD             USPSQD
 BY0998
 BY0998                          STATION DESCRIPTION
 BY0998
 BY0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0998'3.90 MI NE FROM HUNTINGTON.
 BY0998'0.45 MILE NORTHEAST ALONG FARM ROAD 328 FROM THE TEXAS AND NEW ORLEANS
 BY0998'RAILROAD STATION AT HUNTINGTON, THENCE 3.45 MILES EAST ALONG A GRADED
 BY0998'DIRT ROAD, AT OAK FLAT BAPTIST CHURCH, 106.0 FEET NORTH OF THE CENTER
 BY0998'LINE OF THE ROAD, 76.4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 BY0998'CHURCH, 12.6 FEET NORTHEAST OF A 12-INCH PINE TREE, 10.4 FEET
 BY0998'SOUTHEAST OF AN 8-INCH TWIN PINE TREE, 5.6 FEET SOUTHEAST OF A 4-INCH
 BY0998'GUM TREE, 1.7 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0998'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0998
 BY0998                          STATION RECOVERY (1998)
 BY0998
 BY0998'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0919 ***********************************************************************
 BY0919  DESIGNATION -  S 489
 BY0919  PID         -  BY0919
 BY0919  STATE/COUNTY-  TX/ANGELINA
 BY0919  USGS QUAD   -  MANNING (1980)
 BY0919
 BY0919                         *CURRENT SURVEY CONTROL
 BY0919  ___________________________________________________________________
 BY0919* NAD 83(1986)-  31 08 06.     (N)    094 35 34.     (W)     SCALED    
 BY0919* NAVD 88     -        78.97   (+/-2cm)     259.1    (feet)  VERTCON   
 BY0919  ___________________________________________________________________
 BY0919  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BY0919
 BY0919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0919
 BY0919.The horizontal coordinates were scaled from a topographic map and have
 BY0919.an estimated accuracy of +/- 6 seconds.
 BY0919
 BY0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0919.The vertical order pertains to the NGVD 29 superseded value.
 BY0919
 BY0919.The geoid height was determined by GEOID03.
 BY0919
 BY0919;                    North         East    Units  Estimated Accuracy
 BY0919;SPC TX C     - 3,176,890.    1,247,170.      MT  (+/- 180 meters Scaled)
 BY0919
 BY0919                          SUPERSEDED SURVEY CONTROL
 BY0919
 BY0919  NGVD 29 (??/??/92)   79.003  (m)          259.20   (f) ADJ UNCH    2 0
 BY0919
 BY0919.Superseded values are not recommended for survey control.
 BY0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0919.See file dsdata.txt to determine how the superseded data were derived.
 BY0919
 BY0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ481456(NAD 83)
 BY0919_MARKER: DB = BENCH MARK DISK
 BY0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0919_STAMPING: S 489 1949
 BY0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0919+STABILITY: SURFACE MOTION
 BY0919
 BY0919  HISTORY     - Date     Condition        Report By
 BY0919  HISTORY     - 1949     MONUMENTED       CGS
 BY0919
 BY0919                          STATION DESCRIPTION
 BY0919
 BY0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0919'6.5 MI W FROM SHAWNEE PRAIRIE.
 BY0919'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0919'SHAWNEE PRAIRIE, THENCE 3.6 MILES WEST ALONG A GRADED DIRT ROAD, 37.0
 BY0919'FEET WEST OF THE EXTENDED CENTER LINE OF A GRADED DIRT T ROAD LEADING
 BY0919'SOUTH, 35.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STEEL RAIL
 BY0919'CATTLE GUARD, 29.0 FEET NORTHWEST OF THE CENTER OF A WIRE GATE, 28.0
 BY0919'FEET NORTH OF THE CENTER LINE OF THE C.C.C. ROAD, 23.0 FEET WEST OF A
 BY0919'DIM WOODS ROAD LEADING NORTH, 10.3 FEET NORTHEAST OF A FENCE, 2.0 FEET
 BY0919'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0919'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0969 ***********************************************************************
 BZ0969  DESIGNATION -  S 49
 BZ0969  PID         -  BZ0969
 BZ0969  STATE/COUNTY-  TX/CORYELL
 BZ0969  USGS QUAD   -  FORT HOOD (1995)
 BZ0969
 BZ0969                         *CURRENT SURVEY CONTROL
 BZ0969  ___________________________________________________________________
 BZ0969* NAD 83(1986)-  31 07 44.     (N)    097 50 58.     (W)     SCALED    
 BZ0969* NAVD 88     -       290.545  (meters)     953.23   (feet)  ADJUSTED  
 BZ0969  ___________________________________________________________________
 BZ0969  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BZ0969  DYNAMIC HT  -         290.155 (meters)     951.95  (feet)  COMP
 BZ0969  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 BZ0969
 BZ0969  VERT ORDER  -  FIRST     CLASS II
 BZ0969
 BZ0969.The horizontal coordinates were scaled from a topographic map and have
 BZ0969.an estimated accuracy of +/- 6 seconds.
 BZ0969
 BZ0969.The orthometric height was determined by differential leveling
 BZ0969.and adjusted by the National Geodetic Survey in June 1991..
 BZ0969
 BZ0969.The geoid height was determined by GEOID03.
 BZ0969
 BZ0969.The dynamic height is computed by dividing the NAVD 88
 BZ0969.geopotential number by the normal gravity value computed on the
 BZ0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0969.degrees latitude (g = 980.6199 gals.).
 BZ0969
 BZ0969.The modeled gravity was interpolated from observed gravity values.
 BZ0969
 BZ0969;                    North         East    Units  Estimated Accuracy
 BZ0969;SPC TX C     - 3,164,740.      936,860.      MT  (+/- 180 meters Scaled)
 BZ0969
 BZ0969                          SUPERSEDED SURVEY CONTROL
 BZ0969
 BZ0969  NGVD 29 (??/??/92)  290.459  (m)          952.95   (f) ADJ UNCH    1 2
 BZ0969
 BZ0969.Superseded values are not recommended for survey control.
 BZ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0969.See file dsdata.txt to determine how the superseded data were derived.
 BZ0969
 BZ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV096444(NAD 83)
 BZ0969_MARKER: DB = BENCH MARK DISK
 BZ0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0969_STAMPING: S 49 1953
 BZ0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0969+STABILITY: SURFACE MOTION
 BZ0969
 BZ0969  HISTORY     - Date     Condition        Report By
 BZ0969  HISTORY     - 1953     MONUMENTED       CGS
 BZ0969  HISTORY     - 1957     GOOD             DOD
 BZ0969  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0969
 BZ0969                          STATION DESCRIPTION
 BZ0969
 BZ0969'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0969'3.2 MI E FROM COPPERAS COVE.
 BZ0969'3.2 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0969'STATION AT COPPERAS COVE, CORYELL COUNTY, 4 POLES EAST OF MILEPOST
 BZ0969'251, 53.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.4 FEET SOUTHEAST OF
 BZ0969'A FENCE, 2.7 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND SET IN
 BZ0969'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 BZ0969
 BZ0969                          STATION RECOVERY (1983)
 BZ0969
 BZ0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0974 ***********************************************************************
 BY0974  DESIGNATION -  S 490
 BY0974  PID         -  BY0974
 BY0974  STATE/COUNTY-  TX/ANGELINA
 BY0974  USGS QUAD   -  WOLF HILL (1980)
 BY0974
 BY0974                         *CURRENT SURVEY CONTROL
 BY0974  ___________________________________________________________________
 BY0974* NAD 83(1986)-  31 06 51.     (N)    094 31 14.     (W)     SCALED    
 BY0974* NAVD 88     -       100.03   (+/-2cm)     328.2    (feet)  VERTCON   
 BY0974  ___________________________________________________________________
 BY0974  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BY0974
 BY0974  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0974
 BY0974.The horizontal coordinates were scaled from a topographic map and have
 BY0974.an estimated accuracy of +/- 6 seconds.
 BY0974
 BY0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0974.The vertical order pertains to the NGVD 29 superseded value.
 BY0974
 BY0974.The geoid height was determined by GEOID03.
 BY0974
 BY0974;                    North         East    Units  Estimated Accuracy
 BY0974;SPC TX C     - 3,174,950.    1,254,170.      MT  (+/- 180 meters Scaled)
 BY0974
 BY0974                          SUPERSEDED SURVEY CONTROL
 BY0974
 BY0974  NGVD 29 (??/??/92)  100.051  (m)          328.25   (f) ADJ UNCH    2 0
 BY0974
 BY0974.Superseded values are not recommended for survey control.
 BY0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0974.See file dsdata.txt to determine how the superseded data were derived.
 BY0974
 BY0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ550432(NAD 83)
 BY0974_MARKER: DB = BENCH MARK DISK
 BY0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0974_STAMPING: S 490 1949
 BY0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0974+STABILITY: SURFACE MOTION
 BY0974
 BY0974  HISTORY     - Date     Condition        Report By
 BY0974  HISTORY     - 1949     MONUMENTED       CGS
 BY0974
 BY0974                          STATION DESCRIPTION
 BY0974
 BY0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0974'11.35 MI NW FROM ZAVALLA.
 BY0974'3.65 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION U.S. HIGHWAY
 BY0974'69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.25 MILES NORTHWEST ALONG
 BY0974'A GRADED DIRT ROAD, THENCE 4.2 MILES SOUTHWEST ALONG A GRADED DIRT
 BY0974'ROAD, THENCE 2.25 MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT A
 BY0974'JUNCTION WITH A DIRT ROAD LEADING SOUTHEAST, 0.2 MILE NORTHEAST OF A
 BY0974'WOODEN BRIDGE OVER A DEEP GULLY, 38.0 FEET SOUTHEAST OF THE CENTER
 BY0974'LINE OF THE MAIN ROAD, 31.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY0974'DIRT ROAD LEADING SOUTHEAST, 2.0 FEET NORTHWEST OF A 4 X 4 REFERENCE
 BY0974'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BY0974'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0390 ***********************************************************************
 BY0390  DESIGNATION -  S 491
 BY0390  PID         -  BY0390
 BY0390  STATE/COUNTY-  TX/ANGELINA
 BY0390  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0390
 BY0390                         *CURRENT SURVEY CONTROL
 BY0390  ___________________________________________________________________
 BY0390* NAD 83(1986)-  31 11 55.     (N)    094 19 20.     (W)     SCALED    
 BY0390* NAVD 88     -        55.37   (+/-2cm)     181.7    (feet)  VERTCON   
 BY0390  ___________________________________________________________________
 BY0390  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BY0390
 BY0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0390
 BY0390.The horizontal coordinates were scaled from a topographic map and have
 BY0390.an estimated accuracy of +/- 6 seconds.
 BY0390
 BY0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0390.The vertical order pertains to the NGVD 29 superseded value.
 BY0390
 BY0390.The geoid height was determined by GEOID03.
 BY0390
 BY0390;                    North         East    Units  Estimated Accuracy
 BY0390;SPC TX C     - 3,185,300.    1,272,550.      MT  (+/- 180 meters Scaled)
 BY0390
 BY0390                          SUPERSEDED SURVEY CONTROL
 BY0390
 BY0390  NGVD 29 (??/??/92)   55.390  (m)          181.73   (f) ADJ UNCH    2 0
 BY0390
 BY0390.Superseded values are not recommended for survey control.
 BY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0390.See file dsdata.txt to determine how the superseded data were derived.
 BY0390
 BY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ740523(NAD 83)
 BY0390_MARKER: DB = BENCH MARK DISK
 BY0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0390_STAMPING: S 491 1949
 BY0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0390+STABILITY: SURFACE MOTION
 BY0390
 BY0390  HISTORY     - Date     Condition        Report By
 BY0390  HISTORY     - 1949     MONUMENTED       CGS
 BY0390  HISTORY     - 1979     GOOD             USGS
 BY0390
 BY0390                          STATION DESCRIPTION
 BY0390
 BY0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0390'7.35 MI SE FROM ZAVALLA.
 BY0390'0.6 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0390'RAILROAD STATION AT ZAVALLA, THENCE 6.75 MILES NORTHEAST ALONG STATE
 BY0390'HIGHWAY 147, AT THE FARM HOME OF W.D. GRUBBS, 320.0 FEET SOUTH OF THE
 BY0390'SOUTHEAST CORNER OF THE HOUSE, 103.0 FEET NORTH OF THE CENTER LINE OF
 BY0390'THE HIGHWAY, 33.0 EAST OF THE CENTER LINE OF PRIVATE DRIVEWAY, 1.0
 BY0390'FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE POST, AND SET IN
 BY0390'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0390
 BY0390                          STATION RECOVERY (1979)
 BY0390
 BY0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0390'4.9 MILES EAST ALONG STATE HWY. 63 FROM THE RAILROAD CROSSING IN
 BY0390'ZAVALLA, THENCE 0.1 MILE NORTH ON FARM ROAD 2743 TO A Y-RD., THENCE
 BY0390'2.4 MILES NORTH ALONG A GRAVEL ROAD TO A Y-RD., THENCE 1.35 MILES
 BY0390'NORTHEAST ALONG A GRAVEL ROAD TO A T-RD. SW, THENCE 0.1 MILE
 BY0390'NORTHWEST TO A T-RD. SE, THENCE 0.05 MILE EAST TO A LANE-N. 103 FT.
 BY0390'NORTH OF ROAD, 30 FT. EAST OF LANE. STANDARD TABLET SET IN TOP OF
 BY0390'CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0383 ***********************************************************************
 BY0383  DESIGNATION -  S 493
 BY0383  PID         -  BY0383
 BY0383  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0383  USGS QUAD   -  BROADDUS (1984)
 BY0383
 BY0383                         *CURRENT SURVEY CONTROL
 BY0383  ___________________________________________________________________
 BY0383* NAD 83(1986)-  31 17 25.     (N)    094 16 03.     (W)     SCALED    
 BY0383* NAVD 88     -        68.46   (+/-2cm)     224.6    (feet)  VERTCON   
 BY0383  ___________________________________________________________________
 BY0383  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BY0383
 BY0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0383
 BY0383.The horizontal coordinates were scaled from a topographic map and have
 BY0383.an estimated accuracy of +/- 6 seconds.
 BY0383
 BY0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0383.The vertical order pertains to the NGVD 29 superseded value.
 BY0383
 BY0383.The geoid height was determined by GEOID03.
 BY0383
 BY0383;                    North         East    Units  Estimated Accuracy
 BY0383;SPC TX C     - 3,195,730.    1,277,200.      MT  (+/- 180 meters Scaled)
 BY0383
 BY0383                          SUPERSEDED SURVEY CONTROL
 BY0383
 BY0383  NGVD 29 (??/??/92)   68.482  (m)          224.68   (f) ADJ UNCH    2 0
 BY0383
 BY0383.Superseded values are not recommended for survey control.
 BY0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0383.See file dsdata.txt to determine how the superseded data were derived.
 BY0383
 BY0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ793624(NAD 83)
 BY0383_MARKER: DB = BENCH MARK DISK
 BY0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0383_STAMPING: S 493 1949
 BY0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0383+STABILITY: SURFACE MOTION
 BY0383
 BY0383  HISTORY     - Date     Condition        Report By
 BY0383  HISTORY     - 1949     MONUMENTED       CGS
 BY0383
 BY0383                          STATION DESCRIPTION
 BY0383
 BY0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0383'1.2 MI SW FROM BROADDUS.
 BY0383'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0383'BROADDUS, AT THE HOME OF L.F. WALL, 72.0 FEET NORTHEAST OF THE
 BY0383'NORTHEAST CORNER OF THE HOUSE, 56.0 FEET WEST OF THE CENTER LINE OF
 BY0383'THE HIGHWAY, 44.0 FEET NORTHEAST OF THE CENTER OF A WOODEN GATE, 1.0
 BY0383'FOOT SOUTHEAST OF A FENCE, 1.8 FEET NORTHEAST OF A REFERENCE POST, AND
 BY0383'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 BY0383'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0329 ***********************************************************************
 BY0329  DESIGNATION -  S 494
 BY0329  PID         -  BY0329
 BY0329  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0329  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0329
 BY0329                         *CURRENT SURVEY CONTROL
 BY0329  ___________________________________________________________________
 BY0329* NAD 83(1986)-  31 26 42.     (N)    094 18 06.     (W)     SCALED    
 BY0329* NAVD 88     -        85.67   (+/-2cm)     281.1    (feet)  VERTCON   
 BY0329  ___________________________________________________________________
 BY0329  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BY0329
 BY0329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0329
 BY0329.The horizontal coordinates were scaled from a topographic map and have
 BY0329.an estimated accuracy of +/- 6 seconds.
 BY0329
 BY0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0329.The vertical order pertains to the NGVD 29 superseded value.
 BY0329
 BY0329.The geoid height was determined by GEOID03.
 BY0329
 BY0329;                    North         East    Units  Estimated Accuracy
 BY0329;SPC TX C     - 3,212,680.    1,273,030.      MT  (+/- 180 meters Scaled)
 BY0329
 BY0329                          SUPERSEDED SURVEY CONTROL
 BY0329
 BY0329  NGVD 29 (??/??/92)   85.70   (m)          281.2    (f) COMPUTED    2 0
 BY0329
 BY0329.Superseded values are not recommended for survey control.
 BY0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0329.See file dsdata.txt to determine how the superseded data were derived.
 BY0329
 BY0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ763796(NAD 83)
 BY0329_MARKER: DB = BENCH MARK DISK
 BY0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0329_STAMPING: S 494 1949
 BY0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0329+STABILITY: SURFACE MOTION
 BY0329
 BY0329  HISTORY     - Date     Condition        Report By
 BY0329  HISTORY     - 1949     MONUMENTED       CGS
 BY0329  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0329
 BY0329                          STATION DESCRIPTION
 BY0329
 BY0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0329'8.0 MI SE FROM CHIRENO.
 BY0329'3.5 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0329'BUSINESS ROUTE 21 AND STATE HIGHWAY 21 AT CHIRENO, THENCE 4.5 MILES
 BY0329'SOUTH ALONG A GRADED DIRT ROAD, AT A Y JUNCTION OF A DIRT ROAD LEADING
 BY0329'NORTHEAST, 282.0 FEET EAST OF THE SOUTHEAST CORNER OF THE FARM HOME OF
 BY0329'J.W. COON, 50.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 BY0329'46.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST,
 BY0329'21.0 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 1.6
 BY0329'FEET WEST OF THE RIGHT-OF-WAY FENCE, 1.8 FEET NORTH OF A REFERENCE
 BY0329'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 BY0329'THE GROUND.
 BY0329
 BY0329                          STATION RECOVERY (1998)
 BY0329
 BY0329'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0330 ***********************************************************************
 BY0330  DESIGNATION -  S 494 RESET 1952
 BY0330  PID         -  BY0330
 BY0330  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0330  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0330
 BY0330                         *CURRENT SURVEY CONTROL
 BY0330  ___________________________________________________________________
 BY0330* NAD 83(1986)-  31 26 43.     (N)    094 18 07.     (W)     SCALED    
 BY0330* NAVD 88     -        84.94   (+/-2cm)     278.7    (feet)  VERTCON   
 BY0330  ___________________________________________________________________
 BY0330  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BY0330
 BY0330  VERT ORDER  -  THIRD (See Below)
 BY0330
 BY0330.The horizontal coordinates were scaled from a topographic map and have
 BY0330.an estimated accuracy of +/- 6 seconds.
 BY0330
 BY0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0330.The vertical order pertains to the NGVD 29 superseded value.
 BY0330
 BY0330.The geoid height was determined by GEOID03.
 BY0330
 BY0330;                    North         East    Units  Estimated Accuracy
 BY0330;SPC TX C     - 3,212,710.    1,273,000.      MT  (+/- 180 meters Scaled)
 BY0330
 BY0330                          SUPERSEDED SURVEY CONTROL
 BY0330
 BY0330  NGVD 29 (??/??/??)   84.98   (m)          278.8    (f) RESET       3  
 BY0330
 BY0330.Superseded values are not recommended for survey control.
 BY0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0330.See file dsdata.txt to determine how the superseded data were derived.
 BY0330
 BY0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ762796(NAD 83)
 BY0330_MARKER: DB = BENCH MARK DISK
 BY0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0330_STAMPING: S 494 RESET 1952
 BY0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0330+STABILITY: SURFACE MOTION
 BY0330
 BY0330  HISTORY     - Date     Condition        Report By
 BY0330  HISTORY     - 1952     MONUMENTED       TXHD
 BY0330  HISTORY     - 19980919 GOOD             USPSQD
 BY0330
 BY0330                          STATION DESCRIPTION
 BY0330
 BY0330'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 BY0330'3.5 MI E FROM CHIRENO.
 BY0330'IN SAN AUGUSTINE COUNTY, 3.5 MILES EAST ALONG STATE HIGHWAY 21 FROM
 BY0330'THE JUNCTION OF BUSINESS ROUTE 21 AT CHIRENO, NACOGDOCHES COUNTY,
 BY0330'THENCE 4.5 MILES SOUTH ALONG A GRADED DIRT ROAD.  AT THE Y-JUNCTION OF
 BY0330'A DIRT ROAD LEADING NORTHEAST, 249 FEET EAST OF THE SOUTHEAST CORNER
 BY0330'OF THE J.W. COON FARMHOUSE, 60 FEET NORTH OF THE CENTERLINE OF A
 BY0330'PRIVATE DRIVEWAY, 93 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD
 BY0330'LEADING NORTHEAST, 38 FEET WEST OF THE CENTERLINE OF NEW FM ROAD AT
 BY0330'SURVEY STATION 226+62 ON AN 8-DEGREE CURVE TO THE RIGHT, 2 FEET WEST
 BY0330'OF THE WEST RIGHT-OF-WAY LINE OF FM 1196, AND 1.8 FEET NORTH OF A
 BY0330'WHITE WOODEN WITNESS POST.
 BY0330
 BY0330                          STATION RECOVERY (1998)
 BY0330
 BY0330'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0990 ***********************************************************************
 AY0990  DESIGNATION -  S 496
 AY0990  PID         -  AY0990
 AY0990  STATE/COUNTY-  TX/BEXAR
 AY0990  USGS QUAD   -  CASTLE HILLS (1992)
 AY0990
 AY0990                         *CURRENT SURVEY CONTROL
 AY0990  ___________________________________________________________________
 AY0990* NAD 83(1986)-  29 32 33.     (N)    098 34 50.     (W)     SCALED    
 AY0990* NAVD 88     -       297.000  (meters)     974.41   (feet)  POSTED    
 AY0990  ___________________________________________________________________
 AY0990  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AY0990  DYNAMIC HT  -         296.570 (meters)     973.00  (feet)  COMP
 AY0990  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 AY0990
 AY0990  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0990
 AY0990.The horizontal coordinates were scaled from a topographic map and have
 AY0990.an estimated accuracy of +/- 6 seconds.
 AY0990
 AY0990.The orthometric height was determined by differential leveling
 AY0990.and adjusted by the National Geodetic Survey in 1992..
 AY0990.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0990.rate of 0.0 thru 1.0 mm/km.
 AY0990
 AY0990.The geoid height was determined by GEOID03.
 AY0990
 AY0990.The dynamic height is computed by dividing the NAVD 88
 AY0990.geopotential number by the normal gravity value computed on the
 AY0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0990.degrees latitude (g = 980.6199 gals.).
 AY0990
 AY0990.The modeled gravity was interpolated from observed gravity values.
 AY0990
 AY0990;                    North         East    Units  Estimated Accuracy
 AY0990;SPC TXSC     - 4,189,490.      640,650.      MT  (+/- 180 meters Scaled)
 AY0990
 AY0990                          SUPERSEDED SURVEY CONTROL
 AY0990
 AY0990  NGVD 29 (??/??/92)  296.878  (m)          974.01   (f) ADJ UNCH    1 2
 AY0990
 AY0990.Superseded values are not recommended for survey control.
 AY0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0990.See file dsdata.txt to determine how the superseded data were derived.
 AY0990
 AY0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT406681(NAD 83)
 AY0990_MARKER: DB = BENCH MARK DISK
 AY0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0990_SP_SET: CULVERT
 AY0990_STAMPING: S 496 1952
 AY0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0990
 AY0990  HISTORY     - Date     Condition        Report By
 AY0990  HISTORY     - 1952     MONUMENTED       CGS
 AY0990  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0990  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0990  HISTORY     - 19991201 MARK NOT FOUND   USPSQD
 AY0990
 AY0990                          STATION DESCRIPTION
 AY0990
 AY0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0990'IN SAN ANTONIO.
 AY0990'AT SAN ANTONIO, AT THE INTERSECTION OF U.S. HIGHWAY 87 (FREDERICKSBURG
 AY0990'ROAD) AND HUEBNER ROAD, 20 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 AY0990'HIGHWAY 87, 76 FEET SOUTHEAST OF THE CENTER LINE OF HUEBNER ROAD, SET
 AY0990'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A
 AY0990'CONCRETE CULVERT UNDER THE HIGHWAY.
 AY0990
 AY0990                          STATION RECOVERY (1967)
 AY0990
 AY0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0990'MARK NOT FOUND.
 AY0990
 AY0990                          STATION RECOVERY (1989)
 AY0990
 AY0990'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0990'MARK NOT FOUND.
 AY0990
 AY0990                          STATION RECOVERY (1999)
 AY0990
 AY0990'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0085 ***********************************************************************
 AY0085  DESIGNATION -  S 497
 AY0085  PID         -  AY0085
 AY0085  STATE/COUNTY-  TX/BEXAR
 AY0085  USGS QUAD   -  LONGHORN (1992)
 AY0085
 AY0085                         *CURRENT SURVEY CONTROL
 AY0085  ___________________________________________________________________
 AY0085* NAD 83(1986)-  29 31 47.     (N)    098 26 43.     (W)     SCALED    
 AY0085* NAVD 88     -       231.751  (meters)     760.34   (feet)  POSTED    
 AY0085  ___________________________________________________________________
 AY0085  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AY0085  DYNAMIC HT  -         231.410 (meters)     759.22  (feet)  COMP
 AY0085  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 AY0085
 AY0085  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0085
 AY0085.The horizontal coordinates were scaled from a topographic map and have
 AY0085.an estimated accuracy of +/- 6 seconds.
 AY0085
 AY0085.The orthometric height was determined by differential leveling
 AY0085.and adjusted by the National Geodetic Survey in 1992..
 AY0085.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0085.rate of 1.1 thru 2.0 mm/km.
 AY0085
 AY0085.The geoid height was determined by GEOID03.
 AY0085
 AY0085.The dynamic height is computed by dividing the NAVD 88
 AY0085.geopotential number by the normal gravity value computed on the
 AY0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0085.degrees latitude (g = 980.6199 gals.).
 AY0085
 AY0085.The modeled gravity was interpolated from observed gravity values.
 AY0085
 AY0085;                    North         East    Units  Estimated Accuracy
 AY0085;SPC TXSC     - 4,188,130.      653,770.      MT  (+/- 180 meters Scaled)
 AY0085
 AY0085                          SUPERSEDED SURVEY CONTROL
 AY0085
 AY0085  NGVD 29 (??/??/92)  231.619  (m)          759.90   (f) ADJ UNCH    1 2
 AY0085
 AY0085.Superseded values are not recommended for survey control.
 AY0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0085.See file dsdata.txt to determine how the superseded data were derived.
 AY0085
 AY0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT537668(NAD 83)
 AY0085_MARKER: DB = BENCH MARK DISK
 AY0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0085_STAMPING: S 497 1953
 AY0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0085+STABILITY: SURFACE MOTION
 AY0085
 AY0085  HISTORY     - Date     Condition        Report By
 AY0085  HISTORY     - 1953     MONUMENTED       CGS
 AY0085  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0085  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0085  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0085
 AY0085                          STATION DESCRIPTION
 AY0085
 AY0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0085'0.4 MI NW FROM SAN ANTONIO.
 AY0085'0.4 MILE NORTHWEST ALONG BITTERS ROAD FROM ITS JUNCTION WITH
 AY0085'NACOGDOCHES ROAD AT SAN ANTONIO, 28 FEET SOUTHWEST OF THE CENTER LINE
 AY0085'OF THE ROAD, 5.5 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET NORTHEAST
 AY0085'OF A FENCE, 2.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AY0085'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0085
 AY0085                          STATION RECOVERY (1967)
 AY0085
 AY0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0085'MARK NOT FOUND.
 AY0085
 AY0085                          STATION RECOVERY (1989)
 AY0085
 AY0085'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0085'MARK NOT FOUND.
 AY0085
 AY0085                          STATION RECOVERY (1999)
 AY0085
 AY0085'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0397 ***********************************************************************
 AY0397  DESIGNATION -  S 498
 AY0397  PID         -  AY0397
 AY0397  STATE/COUNTY-  TX/BEXAR
 AY0397  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0397
 AY0397                         *CURRENT SURVEY CONTROL
 AY0397  ___________________________________________________________________
 AY0397* NAD 83(1986)-  29 25 27.     (N)    098 24 18.     (W)     SCALED    
 AY0397* NAVD 88     -       201.076  (meters)     659.70   (feet)  ADJUSTED  
 AY0397  ___________________________________________________________________
 AY0397  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0397  DYNAMIC HT  -         200.783 (meters)     658.74  (feet)  COMP
 AY0397  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AY0397
 AY0397  VERT ORDER  -  FIRST     CLASS II
 AY0397
 AY0397.The horizontal coordinates were scaled from a topographic map and have
 AY0397.an estimated accuracy of +/- 6 seconds.
 AY0397
 AY0397.The orthometric height was determined by differential leveling
 AY0397.and adjusted by the National Geodetic Survey in June 1991..
 AY0397
 AY0397.The geoid height was determined by GEOID03.
 AY0397
 AY0397.The dynamic height is computed by dividing the NAVD 88
 AY0397.geopotential number by the normal gravity value computed on the
 AY0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0397.degrees latitude (g = 980.6199 gals.).
 AY0397
 AY0397.The modeled gravity was interpolated from observed gravity values.
 AY0397
 AY0397;                    North         East    Units  Estimated Accuracy
 AY0397;SPC TXSC     - 4,176,450.      657,730.      MT  (+/- 180 meters Scaled)
 AY0397
 AY0397                          SUPERSEDED SURVEY CONTROL
 AY0397
 AY0397  NGVD 29 (??/??/92)  200.977  (m)          659.37   (f) ADJ UNCH    1 2
 AY0397
 AY0397.Superseded values are not recommended for survey control.
 AY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0397.See file dsdata.txt to determine how the superseded data were derived.
 AY0397
 AY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT577551(NAD 83)
 AY0397_MARKER: DB = BENCH MARK DISK
 AY0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0397_STAMPING: S 498 1953
 AY0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0397+STABILITY: SURFACE MOTION
 AY0397
 AY0397  HISTORY     - Date     Condition        Report By
 AY0397  HISTORY     - 1953     MONUMENTED       CGS
 AY0397  HISTORY     - 19870114 MARK NOT FOUND   USGS
 AY0397  HISTORY     - 19950411 POOR             USPSQD
 AY0397
 AY0397                          STATION DESCRIPTION
 AY0397
 AY0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0397'IN SAN ANTONIO.
 AY0397'AT SAN ANTONIO, 0.5 MILE SOUTH ALONG LOOP 13 FROM ITS INTERSECTION
 AY0397'WITH U.S. HIGHWAY 90 (EAST COMMERCE STREET), AT AN INTERSECTION OF
 AY0397'HEDWIG ROAD, 98 FEET EAST OF THE CENTER LINE OF LOOP 13, 55 FEET NORTH
 AY0397'OF THE CENTER LINE OF HEDWIG ROAD, 39 FEET NORTHWEST OF A POWER POLE,
 AY0397'1.8 FEET SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET
 AY0397'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AY0397'GROUND.
 AY0397
 AY0397                          STATION RECOVERY (1987)
 AY0397
 AY0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0397'MARK NOT FOUND.
 AY0397
 AY0397                          STATION RECOVERY (1995)
 AY0397
 AY0397'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0397'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1572 ***********************************************************************
 BY1572  DESIGNATION -  S 5
 BY1572  PID         -  BY1572
 BY1572  STATE/COUNTY-  TX/HOUSTON
 BY1572  USGS QUAD   -  FODICE (1963)
 BY1572
 BY1572                         *CURRENT SURVEY CONTROL
 BY1572  ___________________________________________________________________
 BY1572* NAD 83(1986)-  31 14 53.     (N)    095 20 55.     (W)     SCALED    
 BY1572* NAVD 88     -        97.99   (+/-2cm)     321.5    (feet)  VERTCON   
 BY1572  ___________________________________________________________________
 BY1572  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1572
 BY1572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1572
 BY1572.The horizontal coordinates were scaled from a topographic map and have
 BY1572.an estimated accuracy of +/- 6 seconds.
 BY1572
 BY1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1572.The vertical order pertains to the NGVD 29 superseded value.
 BY1572
 BY1572.The geoid height was determined by GEOID03.
 BY1572
 BY1572;                    North         East    Units  Estimated Accuracy
 BY1572;SPC TX C     - 3,185,940.    1,174,620.      MT  (+/- 180 meters Scaled)
 BY1572
 BY1572                          SUPERSEDED SURVEY CONTROL
 BY1572
 BY1572  NGVD 29 (??/??/92)   97.997  (m)          321.51   (f) ADJ UNCH    2 0
 BY1572
 BY1572.Superseded values are not recommended for survey control.
 BY1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1572.See file dsdata.txt to determine how the superseded data were derived.
 BY1572
 BY1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ763594(NAD 83)
 BY1572_MARKER: DD = SURVEY DISK
 BY1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1572_STAMPING: S 5 322 1947
 BY1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1572+STABILITY: SURFACE MOTION
 BY1572
 BY1572  HISTORY     - Date     Condition        Report By
 BY1572  HISTORY     - 1947     MONUMENTED       USGS
 BY1572  HISTORY     - 1948     GOOD             NGS
 BY1572
 BY1572                          STATION DESCRIPTION
 BY1572
 BY1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1572'8.0 MI NW FROM PENNINGTON.
 BY1572'8.0 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 287 FROM THE PENNINGTON
 BY1572'BAPTIST CHURCH AT PENNINGTON, 8.4 MILES SOUTHEAST OF THE HOUSTON
 BY1572'COUNTY COURTHOUSE AT CROCKETT, 0.4 MILE SOUTHEAST OF THE BRIDGE OVER
 BY1572'DICKEY CREEK, 0.2 MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING
 BY1572'WEST TO THE SHADY GROVE FIRE TOWER AND THANKFUL, ABOUT 150.0 FEET
 BY1572'SOUTHEAST OF A SLIGHT TURN IN THE HIGHWAY, 50.3 FEET SOUTHWEST OF THE
 BY1572'CENTER LINE OF THE HIGHWAY, 82.0 FEET SOUTHEAST OF THE EAST CORNER OF
 BY1572'THE A. H. PARRISH STORE AND SERVICE STATION, 16.0 FEET EAST OF THE
 BY1572'MOST NORTHEASTERLY ONE OF A GROUP OF THREE LARGE PINE TREES, 1.5 FEET
 BY1572'SOUTHEAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 BY1572'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0431 ***********************************************************************
 BM0431  DESIGNATION -  S 5
 BM0431  PID         -  BM0431
 BM0431  STATE/COUNTY-  TX/BASTROP
 BM0431  USGS QUAD   -  BASTROP (1982)
 BM0431
 BM0431                         *CURRENT SURVEY CONTROL
 BM0431  ___________________________________________________________________
 BM0431* NAD 83(1986)-  30 06 35.     (N)    097 19 02.     (W)     SCALED    
 BM0431* NAVD 88     -       113.49   (+/-2cm)     372.3    (feet)  VERTCON   
 BM0431  ___________________________________________________________________
 BM0431  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BM0431
 BM0431  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0431
 BM0431.The horizontal coordinates were scaled from a topographic map and have
 BM0431.an estimated accuracy of +/- 6 seconds.
 BM0431
 BM0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0431.The vertical order pertains to the NGVD 29 superseded value.
 BM0431
 BM0431.The geoid height was determined by GEOID03.
 BM0431
 BM0431;                    North         East    Units  Estimated Accuracy
 BM0431;SPC TX C     - 3,053,060.      990,660.      MT  (+/- 180 meters Scaled)
 BM0431
 BM0431                          SUPERSEDED SURVEY CONTROL
 BM0431
 BM0431  NGVD 29 (??/??/92)  113.426  (m)          372.13   (f) ADJ UNCH    1 2
 BM0431
 BM0431.Superseded values are not recommended for survey control.
 BM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0431.See file dsdata.txt to determine how the superseded data were derived.
 BM0431
 BM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU621321(NAD 83)
 BM0431_MARKER: B = BOLT
 BM0431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0431_SP_SET: BUILDING
 BM0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0431+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 BM0431
 BM0431  HISTORY     - Date     Condition        Report By
 BM0431  HISTORY     - UNK      MONUMENTED       CGS
 BM0431  HISTORY     - 1953     GOOD             NGS
 BM0431  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BM0431  HISTORY     - 19951226 GOOD             USPSQD
 BM0431  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0431  HISTORY     - 20020917 GOOD             USPSQD
 BM0431
 BM0431                          STATION DESCRIPTION
 BM0431
 BM0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0431'IN BASTROP.
 BM0431'AT BASTROP, 31.4 FEET WEST OF THE NORTHWEST CORNER OF THE COURTHOUSE,
 BM0431'4.2 FEET SOUTH OF THE NORTHEAST CORNER OF THE COUNTY JAIL, 2.3 FEET
 BM0431'NORTH OF THE NORTH EDGE OF A WINDOW, SET VERTICALLY IN THE EAST FACE
 BM0431'OF A CONCRETE WINDOW SILL OF THE JAIL BUILDING, 4 FEET ABOVE THE
 BM0431'GROUND.
 BM0431
 BM0431                          STATION RECOVERY (1991)
 BM0431
 BM0431'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0431'MARK NOT FOUND.
 BM0431
 BM0431                          STATION RECOVERY (1995)
 BM0431
 BM0431'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0431'RECOVERED IN GOOD CONDITION.
 BM0431
 BM0431                          STATION RECOVERY (1999)
 BM0431
 BM0431'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0431'MARK NOT FOUND.
 BM0431
 BM0431                          STATION RECOVERY (2002)
 BM0431
 BM0431'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BM0431'BOLT HAS BEEN PAINTED OVER AND IT'S OUTLINE IS STILL PARTIALLY
 BM0431'VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0931 ***********************************************************************
 BZ0931  DESIGNATION -  S 50
 BZ0931  PID         -  BZ0931
 BZ0931  STATE/COUNTY-  TX/BELL
 BZ0931  USGS QUAD   -  KILLEEN (1995)
 BZ0931
 BZ0931                         *CURRENT SURVEY CONTROL
 BZ0931  ___________________________________________________________________
 BZ0931* NAD 83(1986)-  31 06 37.     (N)    097 42 03.     (W)     SCALED    
 BZ0931* NAVD 88     -       240.885  (meters)     790.30   (feet)  ADJUSTED  
 BZ0931  ___________________________________________________________________
 BZ0931  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BZ0931  DYNAMIC HT  -         240.562 (meters)     789.24  (feet)  COMP
 BZ0931  MODELED GRAV-     979,295.9   (mgal)                       NAVD 88
 BZ0931
 BZ0931  VERT ORDER  -  FIRST     CLASS II
 BZ0931
 BZ0931.The horizontal coordinates were scaled from a topographic map and have
 BZ0931.an estimated accuracy of +/- 6 seconds.
 BZ0931
 BZ0931.The orthometric height was determined by differential leveling
 BZ0931.and adjusted by the National Geodetic Survey in June 1991..
 BZ0931
 BZ0931.The geoid height was determined by GEOID03.
 BZ0931
 BZ0931.The dynamic height is computed by dividing the NAVD 88
 BZ0931.geopotential number by the normal gravity value computed on the
 BZ0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0931.degrees latitude (g = 980.6199 gals.).
 BZ0931
 BZ0931.The modeled gravity was interpolated from observed gravity values.
 BZ0931
 BZ0931;                    North         East    Units  Estimated Accuracy
 BZ0931;SPC TX C     - 3,163,000.      951,070.      MT  (+/- 180 meters Scaled)
 BZ0931
 BZ0931                          SUPERSEDED SURVEY CONTROL
 BZ0931
 BZ0931  NGVD 29 (??/??/92)  240.806  (m)          790.04   (f) ADJ UNCH    1 2
 BZ0931
 BZ0931.Superseded values are not recommended for survey control.
 BZ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0931.See file dsdata.txt to determine how the superseded data were derived.
 BZ0931
 BZ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV238425(NAD 83)
 BZ0931_MARKER: DB = BENCH MARK DISK
 BZ0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0931_SP_SET: CULVERT
 BZ0931_STAMPING: S 50 1953
 BZ0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0931
 BZ0931  HISTORY     - Date     Condition        Report By
 BZ0931  HISTORY     - 1953     MONUMENTED       CGS
 BZ0931  HISTORY     - 1957     GOOD             DOD
 BZ0931  HISTORY     - 1976     GOOD
 BZ0931  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0931  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0931  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0931
 BZ0931                          STATION DESCRIPTION
 BZ0931
 BZ0931'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0931'1.4 MI E FROM KILLEEN.
 BZ0931'1.4 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0931'STATION AT KILLEEN, BELL COUNTY, 0.2 MILE EAST OF MILEPOST 242, AT
 BZ0931'CULVERT 241 B, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 BZ0931'HEADWALL, AND 9.3 FEET SOUTH OF THE SOUTH RAIL.
 BZ0931
 BZ0931                          STATION RECOVERY (1976)
 BZ0931
 BZ0931'RECOVERED 1976
 BZ0931'RECOVERED IN GOOD CONDITION.
 BZ0931
 BZ0931                          STATION RECOVERY (1983)
 BZ0931
 BZ0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0931'THIS MARK MAY BE COVERED WITH NEW CONCRETE.
 BZ0931
 BZ0931                          STATION RECOVERY (1995)
 BZ0931
 BZ0931'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0931'MARK NOT FOUND.
 BZ0931
 BZ0931                          STATION RECOVERY (2001)
 BZ0931
 BZ0931'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0956 ***********************************************************************
 BY0956  DESIGNATION -  S 500
 BY0956  PID         -  BY0956
 BY0956  STATE/COUNTY-  TX/POLK
 BY0956  USGS QUAD   -  PLUCK (1980)
 BY0956
 BY0956                         *CURRENT SURVEY CONTROL
 BY0956  ___________________________________________________________________
 BY0956* NAD 83(1986)-  31 05 23.     (N)    094 43 53.     (W)     SCALED    
 BY0956* NAVD 88     -        65.41   (+/-2cm)     214.6    (feet)  VERTCON   
 BY0956  ___________________________________________________________________
 BY0956  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0956
 BY0956  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0956
 BY0956.The horizontal coordinates were scaled from a topographic map and have
 BY0956.an estimated accuracy of +/- 6 seconds.
 BY0956
 BY0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0956.The vertical order pertains to the NGVD 29 superseded value.
 BY0956
 BY0956.The geoid height was determined by GEOID03.
 BY0956
 BY0956;                    North         East    Units  Estimated Accuracy
 BY0956;SPC TX C     - 3,171,210.    1,234,220.      MT  (+/- 180 meters Scaled)
 BY0956
 BY0956                          SUPERSEDED SURVEY CONTROL
 BY0956
 BY0956  NGVD 29 (??/??/92)   65.444  (m)          214.71   (f) ADJ UNCH    2 0
 BY0956
 BY0956.Superseded values are not recommended for survey control.
 BY0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0956.See file dsdata.txt to determine how the superseded data were derived.
 BY0956
 BY0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ348408(NAD 83)
 BY0956_MARKER: DB = BENCH MARK DISK
 BY0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0956_STAMPING: S 500 1949
 BY0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0956+STABILITY: SURFACE MOTION
 BY0956
 BY0956  HISTORY     - Date     Condition        Report By
 BY0956  HISTORY     - 1949     MONUMENTED       CGS
 BY0956  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0956
 BY0956                          STATION DESCRIPTION
 BY0956
 BY0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0956'5.7 MI N FROM PLUCK.
 BY0956'5.7 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, 7.0
 BY0956'MILES EASTERLY FROM THE TEXAS AND NEW ORLEANS RAILWAY STATION SIGN AT
 BY0956'WAKEFIELD, 1.0 MILE EAST OF BENCH MARK H 500, AT A Y-JUNCTION OF DIRT
 BY0956'ROADS, ON THE OUTSIDE OF A CURVE IN THE MAIN ROAD WITH TANGENTS
 BY0956'LEADING NORTHWEST AND SOUTHWEST, 57.0 FEET EAST OF THE CENTER LINE OF
 BY0956'THE MAIN ROAD, 37.0 FEET SOUTHEAST OF THE CENTER LINE OF THE SIDE ROAD
 BY0956'LEADING NORTHEAST, 33.0 FEET EAST OF THE EAST SIDE OF A LARGE OAK
 BY0956'TREE, 1.8 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BY0956'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0956
 BY0956                          STATION RECOVERY (1997)
 BY0956
 BY0956'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0719 ***********************************************************************
 BL0719  DESIGNATION -  S 501
 BL0719  PID         -  BL0719
 BL0719  STATE/COUNTY-  TX/POLK
 BL0719  USGS QUAD   -  CAMDEN (1984)
 BL0719
 BL0719                         *CURRENT SURVEY CONTROL
 BL0719  ___________________________________________________________________
 BL0719* NAD 83(1986)-  30 52 58.     (N)    094 42 07.     (W)     SCALED    
 BL0719* NAVD 88     -        94.91   (+/-2cm)     311.4    (feet)  VERTCON   
 BL0719  ___________________________________________________________________
 BL0719  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0719
 BL0719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0719
 BL0719.The horizontal coordinates were scaled from a topographic map and have
 BL0719.an estimated accuracy of +/- 6 seconds.
 BL0719
 BL0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0719.The vertical order pertains to the NGVD 29 superseded value.
 BL0719
 BL0719.The geoid height was determined by GEOID03.
 BL0719
 BL0719;                    North         East    Units  Estimated Accuracy
 BL0719;SPC TX C     - 3,148,440.    1,238,190.      MT  (+/- 180 meters Scaled)
 BL0719
 BL0719                          SUPERSEDED SURVEY CONTROL
 BL0719
 BL0719  NGVD 29 (??/??/92)   94.921  (m)          311.42   (f) ADJ UNCH    2 0
 BL0719
 BL0719.Superseded values are not recommended for survey control.
 BL0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0719.See file dsdata.txt to determine how the superseded data were derived.
 BL0719
 BL0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ373178(NAD 83)
 BL0719_MARKER: DB = BENCH MARK DISK
 BL0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0719_STAMPING: S 501 1949
 BL0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0719+STABILITY: SURFACE MOTION
 BL0719
 BL0719  HISTORY     - Date     Condition        Report By
 BL0719  HISTORY     - 1949     MONUMENTED       CGS
 BL0719  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0719
 BL0719                          STATION DESCRIPTION
 BL0719
 BL0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0719'3.5 MI SE FROM CAMDEN.
 BL0719'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0719'EXPRESS CO. OFFICE AT CAMDEN, THENCE 0.8 MILE SOUTH ALONG A DIRT ROAD,
 BL0719'ABOUT MIDWAY OF A LONG HILL THAT SLOPES DOWN TO THE SOUTHWEST, ON THE
 BL0719'OUTSIDE OF A CURVE, 34.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BL0719'ROAD, 9.0 FEET WEST OF A 12-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BL0719'NORTHWEST SIDE OF TREE, ABOUT LEVEL WITH THE ROAD, 1.3 FEET NORTHWEST
 BL0719'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0719'FOOT ABOVE THE GROUND.
 BL0719
 BL0719                          STATION RECOVERY (1997)
 BL0719
 BL0719'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0753 ***********************************************************************
 BL0753  DESIGNATION -  S 502
 BL0753  PID         -  BL0753
 BL0753  STATE/COUNTY-  TX/POLK
 BL0753  USGS QUAD   -  SODA (1984)
 BL0753
 BL0753                         *CURRENT SURVEY CONTROL
 BL0753  ___________________________________________________________________
 BL0753* NAD 83(1986)-  30 42 47.     (N)    094 47 59.     (W)     SCALED    
 BL0753* NAVD 88     -        85.22   (+/-2cm)     279.6    (feet)  VERTCON   
 BL0753  ___________________________________________________________________
 BL0753  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0753
 BL0753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0753
 BL0753.The horizontal coordinates were scaled from a topographic map and have
 BL0753.an estimated accuracy of +/- 6 seconds.
 BL0753
 BL0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0753.The vertical order pertains to the NGVD 29 superseded value.
 BL0753
 BL0753.The geoid height was determined by GEOID03.
 BL0753
 BL0753;                    North         East    Units  Estimated Accuracy
 BL0753;SPC TX C     - 3,129,180.    1,229,790.      MT  (+/- 180 meters Scaled)
 BL0753
 BL0753                          SUPERSEDED SURVEY CONTROL
 BL0753
 BL0753  NGVD 29 (??/??/92)   85.228  (m)          279.62   (f) ADJ UNCH    2 0
 BL0753
 BL0753.Superseded values are not recommended for survey control.
 BL0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0753.See file dsdata.txt to determine how the superseded data were derived.
 BL0753
 BL0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP276991(NAD 83)
 BL0753_MARKER: DB = BENCH MARK DISK
 BL0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0753_STAMPING: S 502 1949
 BL0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0753+STABILITY: SURFACE MOTION
 BL0753
 BL0753  HISTORY     - Date     Condition        Report By
 BL0753  HISTORY     - 1949     MONUMENTED       CGS
 BL0753  HISTORY     - 1989     GOOD             USPSQD
 BL0753
 BL0753                          STATION DESCRIPTION
 BL0753
 BL0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0753'8.8 MI NE FROM LIVINGSTON.
 BL0753'7.7 MILES EAST ALONG U. S. HIGHWAY NO. 190 FROM THE POST OFFICE AT
 BL0753'LIVINGSTON, THENCE 1.1 MILES NORTH ALONG A DIRT ROAD, AT THE SUMMIT OF
 BL0753'A HILL, 30.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 30.0 FEET
 BL0753'NORTHWEST OF THE NORTHWEST CORNER OF THE A. Z. HARRELL FARMHOUSE, 39.0
 BL0753'FEET WEST OF THE CENTER LINE OF A GATE, 2.9 FEET SOUTHWEST OF A
 BL0753'TELEPHONE POLE, 1.8 FEET WEST OF THE NORTHWEST CORNER POST OF A YARD
 BL0753'FENCE, IN LINE WITH THE NORTH FENCE, SET IN THE TOP OF A CONCRETE POST
 BL0753'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BL0753
 BL0753                          STATION RECOVERY (1989)
 BL0753
 BL0753'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BL0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0067 ***********************************************************************
 BL0067  DESIGNATION -  S 503
 BL0067  PID         -  BL0067
 BL0067  STATE/COUNTY-  TX/TYLER
 BL0067  USGS QUAD   -  COLMESNEIL (1984)
 BL0067
 BL0067                         *CURRENT SURVEY CONTROL
 BL0067  ___________________________________________________________________
 BL0067* NAD 83(1986)-  30 56 05.     (N)    094 28 59.     (W)     SCALED    
 BL0067* NAVD 88     -       101.09   (+/-2cm)     331.7    (feet)  VERTCON   
 BL0067  ___________________________________________________________________
 BL0067  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BL0067
 BL0067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0067
 BL0067.The horizontal coordinates were scaled from a topographic map and have
 BL0067.an estimated accuracy of +/- 6 seconds.
 BL0067
 BL0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0067.The vertical order pertains to the NGVD 29 superseded value.
 BL0067
 BL0067.The geoid height was determined by GEOID03.
 BL0067
 BL0067;                    North         East    Units  Estimated Accuracy
 BL0067;SPC TX C     - 3,155,270.    1,258,780.      MT  (+/- 180 meters Scaled)
 BL0067
 BL0067                          SUPERSEDED SURVEY CONTROL
 BL0067
 BL0067  NGVD 29 (??/??/92)  101.094  (m)          331.67   (f) ADJ UNCH    2 0
 BL0067
 BL0067.Superseded values are not recommended for survey control.
 BL0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0067.See file dsdata.txt to determine how the superseded data were derived.
 BL0067
 BL0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ583233(NAD 83)
 BL0067_MARKER: DB = BENCH MARK DISK
 BL0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0067_STAMPING: S 503 1949
 BL0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0067+STABILITY: SURFACE MOTION
 BL0067
 BL0067  HISTORY     - Date     Condition        Report By
 BL0067  HISTORY     - 1949     MONUMENTED       CGS
 BL0067
 BL0067                          STATION DESCRIPTION
 BL0067
 BL0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0067'5.0 MI NW FROM COLMESNEIL.
 BL0067'0.6 MILE WEST ALONG FARM ROAD NO. 256 FROM THE JUNCTION OF NO. 256 AND
 BL0067'U.S. HIGHWAY NO. 69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG A DIRT
 BL0067'ROAD, THENCE 4.0 MILES NORTHWEST ALONG A DIRT ROAD, 66.0 FEET NORTH OF
 BL0067'THE CENTER LINE OF THE ROAD, 47.3 FEET SOUTHEAST OF THE SOUTHEAST
 BL0067'CORNER OF AN ABANDONED FARMHOUSE, 9.8 FEET EAST OF A 3-WAY CORNER
 BL0067'FENCE POST, 13.5 FEET NORTHEAST OF THE MOST EASTERLY ONE OF 4 LARGE
 BL0067'SYCAMORE TREES, 1.5 FEET SOUTH OF A FENCE, 1.1 FEET WEST OF A
 BL0067'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0067'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0137 ***********************************************************************
 BL0137  DESIGNATION -  S 504
 BL0137  PID         -  BL0137
 BL0137  STATE/COUNTY-  TX/TYLER
 BL0137  USGS QUAD   -  TOWN BLUFF (1984)
 BL0137
 BL0137                         *CURRENT SURVEY CONTROL
 BL0137  ___________________________________________________________________
 BL0137* NAD 83(1986)-  30 51 01.     (N)    094 13 46.     (W)     SCALED    
 BL0137* NAVD 88     -        35.10   (+/-2cm)     115.2    (feet)  VERTCON   
 BL0137  ___________________________________________________________________
 BL0137  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BL0137
 BL0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0137
 BL0137.The horizontal coordinates were scaled from a topographic map and have
 BL0137.an estimated accuracy of +/- 6 seconds.
 BL0137
 BL0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0137.The vertical order pertains to the NGVD 29 superseded value.
 BL0137
 BL0137.The geoid height was determined by GEOID03.
 BL0137
 BL0137;                    North         East    Units  Estimated Accuracy
 BL0137;SPC TX C     - 3,147,220.    1,283,500.      MT  (+/- 180 meters Scaled)
 BL0137
 BL0137                          SUPERSEDED SURVEY CONTROL
 BL0137
 BL0137  NGVD 29 (??/??/92)   35.102  (m)          115.16   (f) ADJ UNCH    2 0
 BL0137
 BL0137.Superseded values are not recommended for survey control.
 BL0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0137.See file dsdata.txt to determine how the superseded data were derived.
 BL0137
 BL0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ824136(NAD 83)
 BL0137_MARKER: DB = BENCH MARK DISK
 BL0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0137_STAMPING: S 504 1949
 BL0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0137+STABILITY: SURFACE MOTION
 BL0137
 BL0137  HISTORY     - Date     Condition        Report By
 BL0137  HISTORY     - 1949     MONUMENTED       CGS
 BL0137
 BL0137                          STATION DESCRIPTION
 BL0137
 BL0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0137'5.2 MI NW FROM TOWN BLUFF.
 BL0137'5.2 MILES NORTHWEST ALONG FARM ROAD NO. 92 FROM THE JUNCTION OF NO. 92
 BL0137'AND OLD STATE HIGHWAY NO. 45 AT TOWN BLUFF, AT THE JUNCTION OF THE
 BL0137'FARM ROAD AND U.S. HIGHWAY NO. 190, 122.0 FEET WEST OF THE CENTER LINE
 BL0137'OF THE FARM ROAD, 62.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 BL0137'72.0 FEET WEST OF F.A.P. STATION NO. 0+13, FED. APPROVED PROJECT NO.
 BL0137'37(2), 16.6 FEET NORTHEAST OF A POWER LINE POLE, 1.8 FEET WEST OF A
 BL0137'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BL0137'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0698 ***********************************************************************
 BL0698  DESIGNATION -  S 505
 BL0698  PID         -  BL0698
 BL0698  STATE/COUNTY-  TX/TYLER
 BL0698  USGS QUAD   -  CHESTER (1984)
 BL0698
 BL0698                         *CURRENT SURVEY CONTROL
 BL0698  ___________________________________________________________________
 BL0698* NAD 83(1986)-  30 53 09.     (N)    094 31 36.     (W)     SCALED    
 BL0698* NAVD 88     -       107.59   (+/-2cm)     353.0    (feet)  VERTCON   
 BL0698  ___________________________________________________________________
 BL0698  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL0698
 BL0698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0698
 BL0698.The horizontal coordinates were scaled from a topographic map and have
 BL0698.an estimated accuracy of +/- 6 seconds.
 BL0698
 BL0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0698.The vertical order pertains to the NGVD 29 superseded value.
 BL0698
 BL0698.The geoid height was determined by GEOID03.
 BL0698
 BL0698;                    North         East    Units  Estimated Accuracy
 BL0698;SPC TX C     - 3,149,640.    1,254,900.      MT  (+/- 180 meters Scaled)
 BL0698
 BL0698                          SUPERSEDED SURVEY CONTROL
 BL0698
 BL0698  NGVD 29 (??/??/92)  107.591  (m)          352.99   (f) ADJ UNCH    2 0
 BL0698
 BL0698.Superseded values are not recommended for survey control.
 BL0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0698.See file dsdata.txt to determine how the superseded data were derived.
 BL0698
 BL0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ540179(NAD 83)
 BL0698_MARKER: DB = BENCH MARK DISK
 BL0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0698_STAMPING: S 505 1949
 BL0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0698+STABILITY: SURFACE MOTION
 BL0698
 BL0698  HISTORY     - Date     Condition        Report By
 BL0698  HISTORY     - 1949     MONUMENTED       CGS
 BL0698
 BL0698                          STATION DESCRIPTION
 BL0698
 BL0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0698'7.2 MI SW FROM COLMESNEIL.
 BL0698'0.6 MILE WEST ALONG FARM ROAD 256 FROM ITS JUNCTION WITH U.S. HIGHWAY
 BL0698'69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 6.2
 BL0698'MILES SOUTHWEST ALONG A DIRT ROAD.  5.2 MILES SOUTHEAST ALONG U.S.
 BL0698'HIGHWAY 287, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, THENCE 1.2 MILES
 BL0698'NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT CHESTER, AT THE
 BL0698'TOP OF A HILL, 99.0 FEET NORTHEAST OF THE CENTER LINE OF A WOODS ROAD
 BL0698'LEADING SOUTHEAST, 31.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 BL0698'13.3 FEET SOUTH OF AN 8 INCH TRIANGULAR BLAZED PINE TREE, 8.4 FEET
 BL0698'EAST OF A 6 INCH TRIANGULAR BLAZED PINE TREE, 2.2 FEET SOUTHWEST OF A
 BL0698'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BL0698'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0082 ***********************************************************************
 BL0082  DESIGNATION -  S 506
 BL0082  PID         -  BL0082
 BL0082  STATE/COUNTY-  TX/TYLER
 BL0082  USGS QUAD   -  WOODVILLE (1984)
 BL0082
 BL0082                         *CURRENT SURVEY CONTROL
 BL0082  ___________________________________________________________________
 BL0082* NAD 83(1986)-  30 48 34.     (N)    094 27 45.     (W)     SCALED    
 BL0082* NAVD 88     -       110.25   (+/-2cm)     361.7    (feet)  VERTCON   
 BL0082  ___________________________________________________________________
 BL0082  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL0082
 BL0082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0082
 BL0082.The horizontal coordinates were scaled from a topographic map and have
 BL0082.an estimated accuracy of +/- 6 seconds.
 BL0082
 BL0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0082.The vertical order pertains to the NGVD 29 superseded value.
 BL0082
 BL0082.The geoid height was determined by GEOID03.
 BL0082
 BL0082;                    North         East    Units  Estimated Accuracy
 BL0082;SPC TX C     - 3,141,500.    1,261,480.      MT  (+/- 180 meters Scaled)
 BL0082
 BL0082                          SUPERSEDED SURVEY CONTROL
 BL0082
 BL0082  NGVD 29 (??/??/92)  110.248  (m)          361.71   (f) ADJ UNCH    2 0
 BL0082
 BL0082.Superseded values are not recommended for survey control.
 BL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0082.See file dsdata.txt to determine how the superseded data were derived.
 BL0082
 BL0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ600093(NAD 83)
 BL0082_MARKER: DB = BENCH MARK DISK
 BL0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0082_STAMPING: S 506 1949
 BL0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0082+STABILITY: SURFACE MOTION
 BL0082
 BL0082  HISTORY     - Date     Condition        Report By
 BL0082  HISTORY     - 1949     MONUMENTED       CGS
 BL0082
 BL0082                          STATION DESCRIPTION
 BL0082
 BL0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0082'4.0 MI NW FROM WOODVILLE.
 BL0082'4.0 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 287 FROM THE COURT HOUSE
 BL0082'AT WOODVILLE, 0.2 MILE SOUTHEAST OF AN EAST-WEST DIRT ROAD CROSSING,
 BL0082'ON THE SOUTHEAST SLOPE OF A HILL, 57.5 FEET NORTHEAST OF THE CENTER
 BL0082'LINE OF THE HIGHWAY, 60.4 FEET SOUTH OF THE SOUTH CORNER OF THE J. L.
 BL0082'WOODCOCK FARMHOUSE, 6.0 FEET SOUTHEAST OF A CORNER FENCE POST, 1.0
 BL0082'FOOT SOUTHWEST OF A FENCE, 1.2 FEET NORTHWEST OF A REFERENCE POST, SET
 BL0082'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0032 ***********************************************************************
 BL0032  DESIGNATION -  S 507
 BL0032  PID         -  BL0032
 BL0032  STATE/COUNTY-  TX/TYLER
 BL0032  USGS QUAD   -  WOODVILLE (1984)
 BL0032
 BL0032                         *CURRENT SURVEY CONTROL
 BL0032  ___________________________________________________________________
 BL0032* NAD 83(1986)-  30 45 56.     (N)    094 27 06.     (W)     SCALED    
 BL0032* NAVD 88     -       117.95   (+/-2cm)     387.0    (feet)  VERTCON   
 BL0032  ___________________________________________________________________
 BL0032  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL0032
 BL0032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0032
 BL0032.The horizontal coordinates were scaled from a topographic map and have
 BL0032.an estimated accuracy of +/- 6 seconds.
 BL0032
 BL0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0032.The vertical order pertains to the NGVD 29 superseded value.
 BL0032
 BL0032.The geoid height was determined by GEOID03.
 BL0032
 BL0032;                    North         East    Units  Estimated Accuracy
 BL0032;SPC TX C     - 3,136,700.    1,262,770.      MT  (+/- 180 meters Scaled)
 BL0032
 BL0032                          SUPERSEDED SURVEY CONTROL
 BL0032
 BL0032  NGVD 29 (??/??/92)  117.946  (m)          386.96   (f) ADJ UNCH    2 0
 BL0032
 BL0032.Superseded values are not recommended for survey control.
 BL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0032.See file dsdata.txt to determine how the superseded data were derived.
 BL0032
 BL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ610045(NAD 83)
 BL0032_MARKER: DB = BENCH MARK DISK
 BL0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0032_STAMPING: S 507 1949
 BL0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0032+STABILITY: SURFACE MOTION
 BL0032
 BL0032  HISTORY     - Date     Condition        Report By
 BL0032  HISTORY     - 1949     MONUMENTED       CGS
 BL0032
 BL0032                          STATION DESCRIPTION
 BL0032
 BL0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0032'2.3 MI SW FROM WOODVILLE.
 BL0032'1.0 MILE WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0032'WOODVILLE, THENCE 1.3 MILES SOUTHWEST ALONG OLD STATE HIGHWAY NO. 45.
 BL0032'AT THE MAIN GATE OF A FARM RESIDENCE OCCUPIED BY ALLEN RILEY WHO ALSO
 BL0032'OWNS THE LAND ON WHICH THE AIRPORT IS LOCATED, 86.5 FEET NORTHEAST OF
 BL0032'THE NORTHEAST CORNER OF A CONCRETE BLOCK BARN, 48.6 FEET NORTHWEST OF
 BL0032'THE NORTHWEST CORNER OF THE FARMHOUSE, 24.0 FEET SOUTH OF THE CENTER
 BL0032'LINE OF THE ROAD, 26.0 FEET NORTHWEST OF THE NORTHWEST END OF A CATTLE
 BL0032'GUARD, 1.3 FEET NORTH OF A FENCE, 1.1 FEET EAST OF A REFERENCE POST,
 BL0032'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0032'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0442 ***********************************************************************
 BY0442  DESIGNATION -  S 508
 BY0442  PID         -  BY0442
 BY0442  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0442  USGS QUAD   -  NORWOOD (1984)
 BY0442
 BY0442                         *CURRENT SURVEY CONTROL
 BY0442  ___________________________________________________________________
 BY0442* NAD 83(1986)-  31 23 43.     (N)    094 09 33.     (W)     SCALED    
 BY0442* NAVD 88     -        78.67   (+/-2cm)     258.1    (feet)  VERTCON   
 BY0442  ___________________________________________________________________
 BY0442  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY0442
 BY0442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0442
 BY0442.The horizontal coordinates were scaled from a topographic map and have
 BY0442.an estimated accuracy of +/- 6 seconds.
 BY0442
 BY0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0442.The vertical order pertains to the NGVD 29 superseded value.
 BY0442
 BY0442.The geoid height was determined by GEOID03.
 BY0442
 BY0442;                    North         East    Units  Estimated Accuracy
 BY0442;SPC TX C     - 3,207,920.    1,286,860.      MT  (+/- 180 meters Scaled)
 BY0442
 BY0442                          SUPERSEDED SURVEY CONTROL
 BY0442
 BY0442  NGVD 29 (??/??/92)   78.693  (m)          258.18   (f) ADJ UNCH    2 0
 BY0442
 BY0442.Superseded values are not recommended for survey control.
 BY0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0442.See file dsdata.txt to determine how the superseded data were derived.
 BY0442
 BY0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ897739(NAD 83)
 BY0442_MARKER: DB = BENCH MARK DISK
 BY0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0442_STAMPING: S 508 1949
 BY0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0442+STABILITY: SURFACE MOTION
 BY0442
 BY0442  HISTORY     - Date     Condition        Report By
 BY0442  HISTORY     - 1949     MONUMENTED       CGS
 BY0442
 BY0442                          STATION DESCRIPTION
 BY0442
 BY0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0442'10.30 MI S FROM SAN AUGUSTINE.
 BY0442'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURT HOUSE AT
 BY0442'SAN AUGUSTINE, THENCE 1.65 MILES SOUTH ALONG FARM ROAD 705, AT THE
 BY0442'FARM HOME OF D.L. SPEARS, 232.0 FEET SOUTHEAST OF AND ACROSS THE ROAD
 BY0442'FROM THE SOUTHEAST CORNER OF THE HOUSE, 39.0 FEET EAST OF THE CENTER
 BY0442'LINE OF THE ROAD, 1.8 FEET WEST OF THE RIGHT-OF-WAY FENCE, 1.5 FEET
 BY0442'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0442'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0354 ***********************************************************************
 BY0354  DESIGNATION -  S 509
 BY0354  PID         -  BY0354
 BY0354  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0354  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0354
 BY0354                         *CURRENT SURVEY CONTROL
 BY0354  ___________________________________________________________________
 BY0354* NAD 83(1986)-  31 25 40.     (N)    094 15 36.     (W)     SCALED    
 BY0354* NAVD 88     -        80.75   (+/-2cm)     264.9    (feet)  VERTCON   
 BY0354  ___________________________________________________________________
 BY0354  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY0354
 BY0354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0354
 BY0354.The horizontal coordinates were scaled from a topographic map and have
 BY0354.an estimated accuracy of +/- 6 seconds.
 BY0354
 BY0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0354.The vertical order pertains to the NGVD 29 superseded value.
 BY0354
 BY0354.The geoid height was determined by GEOID03.
 BY0354
 BY0354;                    North         East    Units  Estimated Accuracy
 BY0354;SPC TX C     - 3,210,990.    1,277,090.      MT  (+/- 180 meters Scaled)
 BY0354
 BY0354                          SUPERSEDED SURVEY CONTROL
 BY0354
 BY0354  NGVD 29 (??/??/92)   80.777  (m)          265.02   (f) ADJ UNCH    2 0
 BY0354
 BY0354.Superseded values are not recommended for survey control.
 BY0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0354.See file dsdata.txt to determine how the superseded data were derived.
 BY0354
 BY0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ802776(NAD 83)
 BY0354_MARKER: DB = BENCH MARK DISK
 BY0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0354_STAMPING: S 509 1949
 BY0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0354+STABILITY: SURFACE MOTION
 BY0354
 BY0354  HISTORY     - Date     Condition        Report By
 BY0354  HISTORY     - 1949     MONUMENTED       CGS
 BY0354  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0354
 BY0354                          STATION DESCRIPTION
 BY0354
 BY0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0354'12.8 MI N FROM BROADDUS.
 BY0354'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0354'BROADDUS, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BY0354'0.7 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 3.2 MILES NORTHWEST
 BY0354'ALONG A DIRT ROAD, THENCE 0.7 MILE SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0354'AT THE FARM HOME OF M.C. POINDEXTER, 74.0 FEET WEST OF THE WEST CORNER
 BY0354'OF THE HOUSE, 37.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 8.0
 BY0354'FEET EAST OF A FENCE CORNER, 0.8 FOOT NORTH OF A FENCE, 1.2 FEET EAST
 BY0354'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0354'0.4 FOOT ABOVE THE GROUND.
 BY0354
 BY0354                          STATION RECOVERY (1998)
 BY0354
 BY0354'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0151 ***********************************************************************
 AM0151  DESIGNATION -  S 51
 AM0151  PID         -  AM0151
 AM0151  STATE/COUNTY-  TX/MATAGORDA
 AM0151  USGS QUAD   -  MATAGORDA (1972)
 AM0151
 AM0151                         *CURRENT SURVEY CONTROL
 AM0151  ___________________________________________________________________
 AM0151* NAD 83(1986)-  28 44 54.     (N)    095 55 47.     (W)     SCALED    
 AM0151* NAVD 88     -         3.84   (+/-2cm)      12.6    (feet)  VERTCON   
 AM0151  ___________________________________________________________________
 AM0151  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0151
 AM0151  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0151
 AM0151.The horizontal coordinates were scaled from a topographic map and have
 AM0151.an estimated accuracy of +/- 6 seconds.
 AM0151
 AM0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0151.The vertical order pertains to the NGVD 29 superseded value.
 AM0151
 AM0151.The geoid height was determined by GEOID03.
 AM0151
 AM0151;                    North         East    Units  Estimated Accuracy
 AM0151;SPC TXSC     - 4,105,340.      899,830.      MT  (+/- 180 meters Scaled)
 AM0151
 AM0151                          SUPERSEDED SURVEY CONTROL
 AM0151
 AM0151  NGVD 29 (??/??/92)    3.889  (m)           12.76   (f) ADJ UNCH    1 2
 AM0151
 AM0151.Superseded values are not recommended for survey control.
 AM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0151.See file dsdata.txt to determine how the superseded data were derived.
 AM0151
 AM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM138836(NAD 83)
 AM0151_MARKER: DB = BENCH MARK DISK
 AM0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0151_STAMPING: S 51 1918
 AM0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0151+STABILITY: SURFACE MOTION
 AM0151
 AM0151  HISTORY     - Date     Condition        Report By
 AM0151  HISTORY     - 1918     MONUMENTED       CGS
 AM0151  HISTORY     - 1951     GOOD             NGS
 AM0151  HISTORY     - 1978     POOR             NGS
 AM0151
 AM0151                          STATION DESCRIPTION
 AM0151
 AM0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0151'4.4 MI NE FROM MATAGORDA.
 AM0151'4.4 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AM0151'FROM THE STATION AT MATAGORDA, 0.7 MILE SOUTH OF GULF HILL, 0.1 MILE
 AM0151'SOUTH OF AN ABANDONED TRACK, 38.2 FEET EAST OF THE EAST RAIL, 8.5 FEET
 AM0151'WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AM0151'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 AM0151
 AM0151                          STATION RECOVERY (1978)
 AM0151
 AM0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0151'THIS BENCH MARK WAS FOUND LOOSE IN THE GROUND, NOT FIT FOR LEVELS
 AM0151'INACCESSABLE TO NEW LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0176 ***********************************************************************
 GL0176  DESIGNATION -  S 511
 GL0176  PID         -  GL0176
 GL0176  STATE/COUNTY-  TX/SHERMAN
 GL0176  USGS QUAD   -  EXUM (1965)
 GL0176
 GL0176                         *CURRENT SURVEY CONTROL
 GL0176  ___________________________________________________________________
 GL0176* NAD 83(1986)-  36 05 47.     (N)    102 07 59.     (W)     SCALED    
 GL0176* NAVD 88     -      1136.144  (meters)    3727.50   (feet)  ADJUSTED  
 GL0176  ___________________________________________________________________
 GL0176  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 GL0176  DYNAMIC HT  -        1134.853 (meters)    3723.26  (feet)  COMP
 GL0176  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 GL0176
 GL0176  VERT ORDER  -  SECOND    CLASS 0
 GL0176
 GL0176.The horizontal coordinates were scaled from a topographic map and have
 GL0176.an estimated accuracy of +/- 6 seconds.
 GL0176
 GL0176.The orthometric height was determined by differential leveling
 GL0176.and adjusted by the National Geodetic Survey in June 1991..
 GL0176
 GL0176.The geoid height was determined by GEOID03.
 GL0176
 GL0176.The dynamic height is computed by dividing the NAVD 88
 GL0176.geopotential number by the normal gravity value computed on the
 GL0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0176.degrees latitude (g = 980.6199 gals.).
 GL0176
 GL0176.The modeled gravity was interpolated from observed gravity values.
 GL0176
 GL0176;                    North         East    Units  Estimated Accuracy
 GL0176;SPC TX N     - 1,232,760.      142,990.      MT  (+/- 180 meters Scaled)
 GL0176
 GL0176                          SUPERSEDED SURVEY CONTROL
 GL0176
 GL0176.No superseded survey control is available for this station.
 GL0176
 GL0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV581984(NAD 83)
 GL0176_MARKER: DB = BENCH MARK DISK
 GL0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0176_STAMPING: S 511 1935
 GL0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0176+STABILITY: SURFACE MOTION
 GL0176
 GL0176  HISTORY     - Date     Condition        Report By
 GL0176  HISTORY     - 1935     MONUMENTED       CGS
 GL0176  HISTORY     - 1948     GOOD             NGS
 GL0176
 GL0176                          STATION DESCRIPTION
 GL0176
 GL0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0176'15.1 MI SE FROM CONLEN.
 GL0176'15.1 MILES SOUTHEAST OF POST OFFICE BY ROAD.  TO REACH FROM CONLEN
 GL0176'POST OFFICE GO 0.3 MILE SOUTH, THENCE 5.8 MILES EAST, THENCE 9.0 MILES
 GL0176'SOUTH, ALONG ROADS.  0.8 MILE SOUTH OF RANCH HOUSE OF JOHN EMERSON,
 GL0176'NEAR CULTIVATED FIELD.  158.6 FEET EAST OF CENTERLINE OF ROAD, 34.4
 GL0176'FEET NORTH OF FENCE RUNNING EAST AND WEST, AND 1.2 FEET EAST OF FENCE
 GL0176'RUNNING NORTH AND SOUTH.
 GL0176
 GL0176                          STATION RECOVERY (1948)
 GL0176
 GL0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 GL0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0165 ***********************************************************************
 GL0165  DESIGNATION -  S 512
 GL0165  PID         -  GL0165
 GL0165  STATE/COUNTY-  TX/DALLAM
 GL0165  USGS QUAD   -  CONLEN (1965)
 GL0165
 GL0165                         *CURRENT SURVEY CONTROL
 GL0165  ___________________________________________________________________
 GL0165* NAD 83(1986)-  36 12 41.     (N)    102 14 27.     (W)     SCALED    
 GL0165* NAVD 88     -      1168.482  (meters)    3833.59   (feet)  POSTED    
 GL0165  ___________________________________________________________________
 GL0165  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 GL0165  DYNAMIC HT  -        1167.160 (meters)    3829.26  (feet)  COMP
 GL0165  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 GL0165
 GL0165  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GL0165
 GL0165.The horizontal coordinates were scaled from a topographic map and have
 GL0165.an estimated accuracy of +/- 6 seconds.
 GL0165
 GL0165.The orthometric height was determined by differential leveling
 GL0165.and adjusted by the National Geodetic Survey in 1992..
 GL0165.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GL0165.rate of 4.1 thru 8.0 mm/km.
 GL0165
 GL0165.The geoid height was determined by GEOID03.
 GL0165
 GL0165.The dynamic height is computed by dividing the NAVD 88
 GL0165.geopotential number by the normal gravity value computed on the
 GL0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0165.degrees latitude (g = 980.6199 gals.).
 GL0165
 GL0165.The modeled gravity was interpolated from observed gravity values.
 GL0165
 GL0165;                    North         East    Units  Estimated Accuracy
 GL0165;SPC TX N     - 1,245,580.      133,380.      MT  (+/- 180 meters Scaled)
 GL0165
 GL0165                          SUPERSEDED SURVEY CONTROL
 GL0165
 GL0165.No superseded survey control is available for this station.
 GL0165
 GL0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA480109(NAD 83)
 GL0165_MARKER: DB = BENCH MARK DISK
 GL0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0165_STAMPING: S 512 1935
 GL0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0165+STABILITY: SURFACE MOTION
 GL0165
 GL0165  HISTORY     - Date     Condition        Report By
 GL0165  HISTORY     - 1935     MONUMENTED       CGS
 GL0165  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0165
 GL0165                          STATION DESCRIPTION
 GL0165
 GL0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0165'1.2 MI S FROM CONLEN.
 GL0165'1.2 MILES SOUTH OF POST OFFICE BY GRADED ROAD.  NEAR SECTION LINE
 GL0165'FENCE, 0.2 MILE SOUTHWEST OF UNPAINTED RANCH HOUSE.  31.8 FEET EAST OF
 GL0165'CENTERLINE OF ROAD, 21.3 FEET NORTH OF SECTION LINE FENCE, AND 22.0
 GL0165'FEET WEST OF RIGHT OF WAY FENCE.  NOTE-- MAY HAVE BEEN DESTROYED
 GL0165'DURING THE CONSTRUCTION OF FARM ROAD 807.
 GL0165
 GL0165                          STATION RECOVERY (1952)
 GL0165
 GL0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0155 ***********************************************************************
 GK0155  DESIGNATION -  S 515
 GK0155  PID         -  GK0155
 GK0155  STATE/COUNTY-  TX/OCHILTREE
 GK0155  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK0155
 GK0155                         *CURRENT SURVEY CONTROL
 GK0155  ___________________________________________________________________
 GK0155* NAD 83(1986)-  36 11 15.     (N)    100 47 03.     (W)     SCALED    
 GK0155* NAVD 88     -       888.066  (meters)    2913.60   (feet)  ADJUSTED  
 GK0155  ___________________________________________________________________
 GK0155  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GK0155  DYNAMIC HT  -         887.123 (meters)    2910.50  (feet)  COMP
 GK0155  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 GK0155
 GK0155  VERT ORDER  -  SECOND    CLASS 0
 GK0155
 GK0155.The horizontal coordinates were scaled from a topographic map and have
 GK0155.an estimated accuracy of +/- 6 seconds.
 GK0155
 GK0155.The orthometric height was determined by differential leveling
 GK0155.and adjusted by the National Geodetic Survey in June 1991..
 GK0155
 GK0155.The geoid height was determined by GEOID03.
 GK0155
 GK0155.The dynamic height is computed by dividing the NAVD 88
 GK0155.geopotential number by the normal gravity value computed on the
 GK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0155.degrees latitude (g = 980.6199 gals.).
 GK0155
 GK0155.The modeled gravity was interpolated from observed gravity values.
 GK0155
 GK0155;                    North         East    Units  Estimated Accuracy
 GK0155;SPC TX N     - 1,242,920.      264,390.      MT  (+/- 180 meters Scaled)
 GK0155
 GK0155                          SUPERSEDED SURVEY CONTROL
 GK0155
 GK0155  NGVD 29 (??/??/92)  887.688  (m)         2912.36   (f) ADJ UNCH    2 0
 GK0155
 GK0155.Superseded values are not recommended for survey control.
 GK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0155.See file dsdata.txt to determine how the superseded data were derived.
 GK0155
 GK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF395062(NAD 83)
 GK0155_MARKER: DB = BENCH MARK DISK
 GK0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0155_STAMPING: S 515 1935
 GK0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0155+STABILITY: SURFACE MOTION
 GK0155
 GK0155  HISTORY     - Date     Condition        Report By
 GK0155  HISTORY     - 1935     MONUMENTED       CGS
 GK0155  HISTORY     - 1943     MARK NOT FOUND   NGS
 GK0155  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0155
 GK0155                          STATION DESCRIPTION
 GK0155
 GK0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0155'3.4 MI N FROM BULER.
 GK0155'3.4 MILES NORTH AND 1.7 MILES EAST ALONG GRADED ROADS FROM THE OLD
 GK0155'STORE AND POST OFFICE AT BULER, 39.6 FEET SOUTH OF THE EAST-AND-WEST
 GK0155'FENCE, 10.7 FEET NORTH OF THE CENTER OF A CATTLE GUARD, AND 3.4 FEET
 GK0155'EAST OF THE NORTH-AND-SOUTH SECTION-LINE FENCE.  A STANDARD DISK,
 GK0155'STAMPED S 515 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0155
 GK0155                          STATION RECOVERY (1973)
 GK0155
 GK0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1510 ***********************************************************************
 FL1510  DESIGNATION -  S 516
 FL1510  PID         -  FL1510
 FL1510  STATE/COUNTY-  TX/MOORE
 FL1510  USGS QUAD   -  DUMAS NORTH (1965)
 FL1510
 FL1510                         *CURRENT SURVEY CONTROL
 FL1510  ___________________________________________________________________
 FL1510* NAD 83(1986)-  35 58 17.     (N)    101 59 31.     (W)     SCALED    
 FL1510* NAVD 88     -      1109.627  (meters)    3640.50   (feet)  ADJUSTED  
 FL1510  ___________________________________________________________________
 FL1510  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL1510  DYNAMIC HT  -        1108.353 (meters)    3636.32  (feet)  COMP
 FL1510  MODELED GRAV-     979,447.1   (mgal)                       NAVD 88
 FL1510
 FL1510  VERT ORDER  -  SECOND    CLASS 0
 FL1510
 FL1510.The horizontal coordinates were scaled from a topographic map and have
 FL1510.an estimated accuracy of +/- 6 seconds.
 FL1510
 FL1510.The orthometric height was determined by differential leveling
 FL1510.and adjusted by the National Geodetic Survey in June 1991..
 FL1510
 FL1510.The geoid height was determined by GEOID03.
 FL1510
 FL1510.The dynamic height is computed by dividing the NAVD 88
 FL1510.geopotential number by the normal gravity value computed on the
 FL1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1510.degrees latitude (g = 980.6199 gals.).
 FL1510
 FL1510.The modeled gravity was interpolated from observed gravity values.
 FL1510
 FL1510;                    North         East    Units  Estimated Accuracy
 FL1510;SPC TX N     - 1,218,810.      155,630.      MT  (+/- 180 meters Scaled)
 FL1510
 FL1510                          SUPERSEDED SURVEY CONTROL
 FL1510
 FL1510  NGVD 29 (??/??/92) 1109.089  (m)         3638.74   (f) ADJ UNCH    2 0
 FL1510
 FL1510.Superseded values are not recommended for survey control.
 FL1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1510.See file dsdata.txt to determine how the superseded data were derived.
 FL1510
 FL1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE302849(NAD 83)
 FL1510_MARKER: DB = BENCH MARK DISK
 FL1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1510_STAMPING: S 516 1935
 FL1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1510+STABILITY: SURFACE MOTION
 FL1510
 FL1510  HISTORY     - Date     Condition        Report By
 FL1510  HISTORY     - 1935     MONUMENTED       CGS
 FL1510  HISTORY     - 1943     GOOD             NGS
 FL1510
 FL1510                          STATION DESCRIPTION
 FL1510
 FL1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1510'3.5 MI S FROM ETTER.
 FL1510'3.5 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM THE JUNCTION AT
 FL1510'ETTER.  SET BY MILE POAT NUMBER 60, ABOUT 1/2 RAIL SOUTH OF THE MILE
 FL1510'POST, 51.6 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY NUMBER 9, 46.3
 FL1510'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 1.4 FEET WEST OF THE
 FL1510'RIGHT-OF-WAY FENCE, 3.5 FEET EAST OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0354 ***********************************************************************
 GK0354  DESIGNATION -  S 518
 GK0354  PID         -  GK0354
 GK0354  STATE/COUNTY-  TX/ROBERTS
 GK0354  USGS QUAD   -  SPEARMAN SE (1973)
 GK0354
 GK0354                         *CURRENT SURVEY CONTROL
 GK0354  ___________________________________________________________________
 GK0354* NAD 83(1986)-  36 03 14.     (N)    101 04 21.     (W)     SCALED    
 GK0354* NAVD 88     -       948.692  (meters)    3112.50   (feet)  ADJUSTED  
 GK0354  ___________________________________________________________________
 GK0354  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 GK0354  DYNAMIC HT  -         947.659 (meters)    3109.11  (feet)  COMP
 GK0354  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 GK0354
 GK0354  VERT ORDER  -  SECOND    CLASS 0
 GK0354
 GK0354.The horizontal coordinates were scaled from a topographic map and have
 GK0354.an estimated accuracy of +/- 6 seconds.
 GK0354
 GK0354.The orthometric height was determined by differential leveling
 GK0354.and adjusted by the National Geodetic Survey in June 1991..
 GK0354
 GK0354.The geoid height was determined by GEOID03.
 GK0354
 GK0354.The dynamic height is computed by dividing the NAVD 88
 GK0354.geopotential number by the normal gravity value computed on the
 GK0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0354.degrees latitude (g = 980.6199 gals.).
 GK0354
 GK0354.The modeled gravity was interpolated from observed gravity values.
 GK0354
 GK0354;                    North         East    Units  Estimated Accuracy
 GK0354;SPC TX N     - 1,227,940.      238,520.      MT  (+/- 180 meters Scaled)
 GK0354
 GK0354                          SUPERSEDED SURVEY CONTROL
 GK0354
 GK0354  NGVD 29 (??/??/92)  948.263  (m)         3111.09   (f) ADJ UNCH    2 0
 GK0354
 GK0354.Superseded values are not recommended for survey control.
 GK0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0354.See file dsdata.txt to determine how the superseded data were derived.
 GK0354
 GK0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE133919(NAD 83)
 GK0354_MARKER: DB = BENCH MARK DISK
 GK0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0354_STAMPING: S 518 1935
 GK0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0354+STABILITY: SURFACE MOTION
 GK0354
 GK0354  HISTORY     - Date     Condition        Report By
 GK0354  HISTORY     - 1935     MONUMENTED       CGS
 GK0354  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0354
 GK0354                          STATION DESCRIPTION
 GK0354
 GK0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0354'17.0 MI SE FROM SPEARMAN.
 GK0354'IN ROBERTS COUNTY, 17.0 MILES SOUTHEAST OF SPEARMAN, HANSFORD COUNTY.
 GK0354'THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING 5
 GK0354'BLOCKS WEST ALONG STATE HIGHWAY 282, THENCE 11.2 MILES SOUTH AND 0.7
 GK0354'MILE EAST ALONG GRADED ROADS, THENCE 2.7 MILES EAST ALONG A FIELD
 GK0354'ROAD, AND THENCE 2.0 MILES EAST ALONG A GRADED ROAD.  2.0 MILES EAST
 GK0354'OF THE POOL RANCH, 0.1 MILE SOUTH OF A RANCH HOUSE WITH A WOODEN
 GK0354'WINDMILL AT THE EDGE OF THE ROAD, 121 FEET WEST OF A LANE LEADING TO
 GK0354'THE RANCH HOUSE, 30 FEET SOUTH OF A ROAD INTERSECTION, AND 3.6 FEET
 GK0354'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 518
 GK0354'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0354
 GK0354                          STATION RECOVERY (1973)
 GK0354
 GK0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0403 ***********************************************************************
 GK0403  DESIGNATION -  S 519
 GK0403  PID         -  GK0403
 GK0403  STATE/COUNTY-  TX/HANSFORD
 GK0403  USGS QUAD   -  MORSE (1974)
 GK0403
 GK0403                         *CURRENT SURVEY CONTROL
 GK0403  ___________________________________________________________________
 GK0403* NAD 83(1986)-  36 05 15.     (N)    101 25 37.     (W)     SCALED    
 GK0403* NAVD 88     -       980.539  (meters)    3216.99   (feet)  ADJUSTED  
 GK0403  ___________________________________________________________________
 GK0403  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GK0403  DYNAMIC HT  -         979.466 (meters)    3213.46  (feet)  COMP
 GK0403  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 GK0403
 GK0403  VERT ORDER  -  SECOND    CLASS 0
 GK0403
 GK0403.The horizontal coordinates were scaled from a topographic map and have
 GK0403.an estimated accuracy of +/- 6 seconds.
 GK0403
 GK0403.The orthometric height was determined by differential leveling
 GK0403.and adjusted by the National Geodetic Survey in June 1991..
 GK0403
 GK0403.The geoid height was determined by GEOID03.
 GK0403
 GK0403.The dynamic height is computed by dividing the NAVD 88
 GK0403.geopotential number by the normal gravity value computed on the
 GK0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0403.degrees latitude (g = 980.6199 gals.).
 GK0403
 GK0403.The modeled gravity was interpolated from observed gravity values.
 GK0403
 GK0403;                    North         East    Units  Estimated Accuracy
 GK0403;SPC TX N     - 1,231,590.      206,580.      MT  (+/- 180 meters Scaled)
 GK0403
 GK0403                          SUPERSEDED SURVEY CONTROL
 GK0403
 GK0403  NGVD 29 (??/??/92)  980.087  (m)         3215.50   (f) ADJ UNCH    2 0
 GK0403
 GK0403.Superseded values are not recommended for survey control.
 GK0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0403.See file dsdata.txt to determine how the superseded data were derived.
 GK0403
 GK0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE814963(NAD 83)
 GK0403_MARKER: DB = BENCH MARK DISK
 GK0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0403_STAMPING: S 519 1935
 GK0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0403+STABILITY: SURFACE MOTION
 GK0403
 GK0403  HISTORY     - Date     Condition        Report By
 GK0403  HISTORY     - 1935     MONUMENTED       CGS
 GK0403  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0403
 GK0403                          STATION DESCRIPTION
 GK0403
 GK0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0403'3.4 MI NE FROM MORSE.
 GK0403'3.4 MILES NORTHEAST ALONG THE PANHANDLE AND STNTA FE RAILWAY FROM THE
 GK0403'STATION AT MORSE, 230 FEET SOUTHEAST OF MILEPOST 99, 84 FEET SOUTHEAST
 GK0403'OF THE CENTER OF A ROAD CROSSING, 77.3 FEET SOUTH OF THE SOUTH RAIL,
 GK0403'AND 6.3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GK0403'STAMPED S 519 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0403
 GK0403                          STATION RECOVERY (1973)
 GK0403
 GK0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1271 ***********************************************************************
 AY1271  DESIGNATION -  S 520
 AY1271  PID         -  AY1271
 AY1271  STATE/COUNTY-  TX/MEDINA
 AY1271  USGS QUAD   -  MUSTANG VALLEY (1969)
 AY1271
 AY1271                         *CURRENT SURVEY CONTROL
 AY1271  ___________________________________________________________________
 AY1271* NAD 83(1986)-  29 27 11.     (N)    099 11 43.     (W)     SCALED    
 AY1271* NAVD 88     -       311.730  (meters)    1022.73   (feet)  POSTED    
 AY1271  ___________________________________________________________________
 AY1271  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AY1271  DYNAMIC HT  -         311.270 (meters)    1021.23  (feet)  COMP
 AY1271  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 AY1271
 AY1271  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1271
 AY1271.The horizontal coordinates were scaled from a topographic map and have
 AY1271.an estimated accuracy of +/- 6 seconds.
 AY1271
 AY1271.The orthometric height was determined by differential leveling
 AY1271.and adjusted by the National Geodetic Survey in 1992..
 AY1271.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1271.rate of 0.0 thru 1.0 mm/km.
 AY1271
 AY1271.The geoid height was determined by GEOID03.
 AY1271
 AY1271.The dynamic height is computed by dividing the NAVD 88
 AY1271.geopotential number by the normal gravity value computed on the
 AY1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1271.degrees latitude (g = 980.6199 gals.).
 AY1271
 AY1271.The modeled gravity was interpolated from observed gravity values.
 AY1271
 AY1271;                    North         East    Units  Estimated Accuracy
 AY1271;SPC TXSC     - 4,179,520.      581,060.      MT  (+/- 180 meters Scaled)
 AY1271
 AY1271                          SUPERSEDED SURVEY CONTROL
 AY1271
 AY1271  NGVD 29 (??/??/92)  311.590  (m)         1022.27   (f) ADJ UNCH    2 0
 AY1271
 AY1271.Superseded values are not recommended for survey control.
 AY1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1271.See file dsdata.txt to determine how the superseded data were derived.
 AY1271
 AY1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT810581(NAD 83)
 AY1271_MARKER: DB = BENCH MARK DISK
 AY1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1271_STAMPING: S 520 1953
 AY1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1271+STABILITY: SURFACE MOTION
 AY1271
 AY1271  HISTORY     - Date     Condition        Report By
 AY1271  HISTORY     - 1953     MONUMENTED       CGS
 AY1271  HISTORY     - 1968     GOOD             USGS
 AY1271  HISTORY     - 19950420 MARK NOT FOUND   USPSQD
 AY1271  HISTORY     - 19970430 GOOD             USPSQD
 AY1271  HISTORY     - 20011227 GOOD             USPSQD
 AY1271  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AY1271  HISTORY     - 20050809 MARK NOT FOUND   USPSQD
 AY1271
 AY1271                          STATION DESCRIPTION
 AY1271
 AY1271'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AY1271'9.25 MI NW FROM HONDO.
 AY1271'9.25 MILES NORTHWEST ALONG FARM ROAD 462 FROM THE COURTHOUSE AT HONDO,
 AY1271'91 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY TO THE EAST, 39 FEET
 AY1271'NORTHEAST OF THE CENTER LINE OF THE FARM ROAD 462, 28 FEET SOUTHEAST
 AY1271'OF A FENCE CORNER AND 2 FEET SOUTHWEST OF A ROW FENCE.  A STANDARD
 AY1271'DISK SET IN CONCRETE POST WHICH PROJECTS ABOUT 0.2 FOOT ABOVE GROUND.
 AY1271
 AY1271                          STATION RECOVERY (1995)
 AY1271
 AY1271'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1271'MARK NOT FOUND.
 AY1271
 AY1271                          STATION RECOVERY (1997)
 AY1271
 AY1271'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1271'RECOVERED IN GOOD CONDITION.
 AY1271
 AY1271                          STATION RECOVERY (2001)
 AY1271
 AY1271'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1271'RECOVERED IN GOOD CONDITION.
 AY1271
 AY1271                          STATION RECOVERY (2004)
 AY1271
 AY1271'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1271'MARK NOT FOUND.
 AY1271
 AY1271                          STATION RECOVERY (2005)
 AY1271
 AY1271'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1499 ***********************************************************************
 FL1499  DESIGNATION -  S 521
 FL1499  PID         -  FL1499
 FL1499  STATE/COUNTY-  TX/MOORE
 FL1499  USGS QUAD   -  DUMAS NE (1972)
 FL1499
 FL1499                         *CURRENT SURVEY CONTROL
 FL1499  ___________________________________________________________________
 FL1499* NAD 83(1986)-  35 54 47.     (N)    101 48 39.     (W)     SCALED    
 FL1499* NAVD 88     -      1068.351  (meters)    3505.08   (feet)  ADJUSTED  
 FL1499  ___________________________________________________________________
 FL1499  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL1499  DYNAMIC HT  -        1067.131 (meters)    3501.08  (feet)  COMP
 FL1499  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 FL1499
 FL1499  VERT ORDER  -  SECOND    CLASS 0
 FL1499
 FL1499.The horizontal coordinates were scaled from a topographic map and have
 FL1499.an estimated accuracy of +/- 6 seconds.
 FL1499
 FL1499.The orthometric height was determined by differential leveling
 FL1499.and adjusted by the National Geodetic Survey in June 1991..
 FL1499
 FL1499.The geoid height was determined by GEOID03.
 FL1499
 FL1499.The dynamic height is computed by dividing the NAVD 88
 FL1499.geopotential number by the normal gravity value computed on the
 FL1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1499.degrees latitude (g = 980.6199 gals.).
 FL1499
 FL1499.The modeled gravity was interpolated from observed gravity values.
 FL1499
 FL1499;                    North         East    Units  Estimated Accuracy
 FL1499;SPC TX N     - 1,212,280.      171,950.      MT  (+/- 180 meters Scaled)
 FL1499
 FL1499                          SUPERSEDED SURVEY CONTROL
 FL1499
 FL1499  NGVD 29 (??/??/92) 1067.825  (m)         3503.36   (f) ADJ UNCH    2 0
 FL1499
 FL1499.Superseded values are not recommended for survey control.
 FL1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1499.See file dsdata.txt to determine how the superseded data were derived.
 FL1499
 FL1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE463779(NAD 83)
 FL1499_MARKER: DB = BENCH MARK DISK
 FL1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1499_STAMPING: S 521 1935
 FL1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1499+STABILITY: SURFACE MOTION
 FL1499
 FL1499  HISTORY     - Date     Condition        Report By
 FL1499  HISTORY     - 1935     MONUMENTED       CGS
 FL1499  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1499
 FL1499                          STATION DESCRIPTION
 FL1499
 FL1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1499'12.4 MI NE FROM DUMAS.
 FL1499'TO REACH FROM DUMAS COURTHOUSE GO 9.0 MILES EAST ALONG STATE HIGHWAY
 FL1499'NO. 41, THENCE 3.37 MILES NORTH ALONG GRADED ROAD.  ABOUT 175 FEET
 FL1499'SOUTH OF TOP OF HILL, 26.5 FEET EAST OF CENTERLINE OF ROAD, 3.0 FEET
 FL1499'WEST OF RIGHT OF WAY FENCE.
 FL1499
 FL1499                          STATION RECOVERY (1971)
 FL1499
 FL1499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0822 ***********************************************************************
 AY0822  DESIGNATION -  S 524
 AY0822  PID         -  AY0822
 AY0822  STATE/COUNTY-  TX/BEXAR
 AY0822  USGS QUAD   -  MACDONA (1991)
 AY0822
 AY0822                         *CURRENT SURVEY CONTROL
 AY0822  ___________________________________________________________________
 AY0822* NAD 83(1986)-  29 17 08.     (N)    098 40 11.     (W)     SCALED    
 AY0822* NAVD 88     -       192.277  (meters)     630.83   (feet)  ADJUSTED  
 AY0822  ___________________________________________________________________
 AY0822  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AY0822  DYNAMIC HT  -         192.000 (meters)     629.92  (feet)  COMP
 AY0822  MODELED GRAV-     979,201.5   (mgal)                       NAVD 88
 AY0822
 AY0822  VERT ORDER  -  FIRST     CLASS II
 AY0822
 AY0822.The horizontal coordinates were scaled from a topographic map and have
 AY0822.an estimated accuracy of +/- 6 seconds.
 AY0822
 AY0822.The orthometric height was determined by differential leveling
 AY0822.and adjusted by the National Geodetic Survey in June 1991..
 AY0822
 AY0822.The geoid height was determined by GEOID03.
 AY0822
 AY0822.The dynamic height is computed by dividing the NAVD 88
 AY0822.geopotential number by the normal gravity value computed on the
 AY0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0822.degrees latitude (g = 980.6199 gals.).
 AY0822
 AY0822.The modeled gravity was interpolated from observed gravity values.
 AY0822
 AY0822;                    North         East    Units  Estimated Accuracy
 AY0822;SPC TXSC     - 4,160,990.      632,090.      MT  (+/- 180 meters Scaled)
 AY0822
 AY0822                          SUPERSEDED SURVEY CONTROL
 AY0822
 AY0822  NGVD 29 (??/??/92)  192.158  (m)          630.44   (f) ADJ UNCH    1 2
 AY0822
 AY0822.Superseded values are not recommended for survey control.
 AY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0822.See file dsdata.txt to determine how the superseded data were derived.
 AY0822
 AY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT320396(NAD 83)
 AY0822_MARKER: DB = BENCH MARK DISK
 AY0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0822_STAMPING: S 524 1953
 AY0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0822+STABILITY: SURFACE MOTION
 AY0822
 AY0822  HISTORY     - Date     Condition        Report By
 AY0822  HISTORY     - 1953     MONUMENTED       CGS
 AY0822  HISTORY     - 1956     GOOD             NGS
 AY0822  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0822  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0822
 AY0822                          STATION DESCRIPTION
 AY0822
 AY0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0822'8.35 MI SW FROM SAN ANTONIO.
 AY0822'8.35 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0822'RAILROAD FROM THE OVERPASS ON LOOP 13 (MILITARY DRIVE) AT SAN ANTONIO,
 AY0822'0.1 MILE SOUTHWEST OF THE CROSSING OF EDWARDS ROAD, 39 FEET NORTHWEST
 AY0822'OF THE NORTHWEST RAIL, 26 FEET SOUTHEAST OF THE CENTER LINE OF
 AY0822'QUINTANA ROAD, 17 FEET SOUTHWEST OF A TELEPHONE POLE, 5 FEET SOUTHEAST
 AY0822'OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AY0822'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0822
 AY0822                          STATION RECOVERY (1966)
 AY0822
 AY0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0822'MARK NOT FOUND.
 AY0822
 AY0822                          STATION RECOVERY (1999)
 AY0822
 AY0822'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0644 ***********************************************************************
 AY0644  DESIGNATION -  S 525
 AY0644  PID         -  AY0644
 AY0644  STATE/COUNTY-  TX/BEXAR
 AY0644  USGS QUAD   -  CULEBRA HILL (1993)
 AY0644
 AY0644                         *CURRENT SURVEY CONTROL
 AY0644  ___________________________________________________________________
 AY0644* NAD 83(1986)-  29 29 53.     (N)    098 39 49.     (W)     SCALED    
 AY0644* NAVD 88     -       257.454  (meters)     844.66   (feet)  POSTED    
 AY0644  ___________________________________________________________________
 AY0644  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AY0644  DYNAMIC HT  -         257.080 (meters)     843.44  (feet)  COMP
 AY0644  MODELED GRAV-     979,178.5   (mgal)                       NAVD 88
 AY0644
 AY0644  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0644
 AY0644.The horizontal coordinates were scaled from a topographic map and have
 AY0644.an estimated accuracy of +/- 6 seconds.
 AY0644
 AY0644.The orthometric height was determined by differential leveling
 AY0644.and adjusted by the National Geodetic Survey in 1992..
 AY0644.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0644.rate of 0.0 thru 1.0 mm/km.
 AY0644
 AY0644.The geoid height was determined by GEOID03.
 AY0644
 AY0644.The dynamic height is computed by dividing the NAVD 88
 AY0644.geopotential number by the normal gravity value computed on the
 AY0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0644.degrees latitude (g = 980.6199 gals.).
 AY0644
 AY0644.The modeled gravity was interpolated from observed gravity values.
 AY0644
 AY0644;                    North         East    Units  Estimated Accuracy
 AY0644;SPC TXSC     - 4,184,540.      632,620.      MT  (+/- 180 meters Scaled)
 AY0644
 AY0644                          SUPERSEDED SURVEY CONTROL
 AY0644
 AY0644  NGVD 29 (??/??/92)  257.338  (m)          844.28   (f) ADJ UNCH    1 2
 AY0644
 AY0644.Superseded values are not recommended for survey control.
 AY0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0644.See file dsdata.txt to determine how the superseded data were derived.
 AY0644
 AY0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT326632(NAD 83)
 AY0644_MARKER: DB = BENCH MARK DISK
 AY0644_SETTING: 66 = SET IN ROCK OUTCROP
 AY0644_SP_SET: ROCK OUTCROP
 AY0644_STAMPING: S 525 1953
 AY0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0644+STABILITY: POSITION/ELEVATION WELL
 AY0644
 AY0644  HISTORY     - Date     Condition        Report By
 AY0644  HISTORY     - 1953     MONUMENTED       CGS
 AY0644  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0644  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0644
 AY0644                          STATION DESCRIPTION
 AY0644
 AY0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0644'3.9 MI NW FROM SAN ANTONIO.
 AY0644'2.9 MILES NORTHWEST ALONG CULEBRA ROAD FROM ITS JUNCTION WITH POTRANCO
 AY0644'ROAD AT SAN ANTONIO, THENCE 1.0 MILE NORTH ALONG TEZEL ROAD, AT THE
 AY0644'CENTER OF A JOG IN THE ROAD, 84 FEET NORTH OF THE CENTER LINE OF THE
 AY0644'ROAD, 62 FEET NORTH OF A 14 INCH TRIANGULAR BLAZED OAK TREE, 0.6 FOOT
 AY0644'ABOVE THE GROUND, SET IN THE TOP OF A LARGE FLAT LIMESTONE OUTCROP.
 AY0644
 AY0644                          STATION RECOVERY (1986)
 AY0644
 AY0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0644'MARK NOT FOUND.
 AY0644
 AY0644                          STATION RECOVERY (1999)
 AY0644
 AY0644'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0171 ***********************************************************************
 GK0171  DESIGNATION -  S 526 RESET 1957
 GK0171  PID         -  GK0171
 GK0171  STATE/COUNTY-  TX/OCHILTREE
 GK0171  USGS QUAD   -  SOURDOUGH CREEK (1973)
 GK0171
 GK0171                         *CURRENT SURVEY CONTROL
 GK0171  ___________________________________________________________________
 GK0171* NAD 83(1986)-  36 06 02.     (N)    100 48 08.     (W)     SCALED    
 GK0171* NAVD 88     -       913.33   (+/-2cm)    2996.5    (feet)  VERTCON   
 GK0171  ___________________________________________________________________
 GK0171  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 GK0171
 GK0171  VERT ORDER  -  THIRD (See Below)
 GK0171
 GK0171.The horizontal coordinates were scaled from a topographic map and have
 GK0171.an estimated accuracy of +/- 6 seconds.
 GK0171
 GK0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0171.The vertical order pertains to the NGVD 29 superseded value.
 GK0171
 GK0171.The geoid height was determined by GEOID03.
 GK0171
 GK0171;                    North         East    Units  Estimated Accuracy
 GK0171;SPC TX N     - 1,233,260.      262,830.      MT  (+/- 180 meters Scaled)
 GK0171
 GK0171                          SUPERSEDED SURVEY CONTROL
 GK0171
 GK0171  NGVD 29 (??/??/??)  912.94   (m)         2995.2    (f) RESET       3  
 GK0171
 GK0171.Superseded values are not recommended for survey control.
 GK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0171.See file dsdata.txt to determine how the superseded data were derived.
 GK0171
 GK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE377966(NAD 83)
 GK0171_MARKER: DB = BENCH MARK DISK
 GK0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0171_STAMPING: S 526 RESET 1957
 GK0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0171+STABILITY: SURFACE MOTION
 GK0171
 GK0171  HISTORY     - Date     Condition        Report By
 GK0171  HISTORY     - 1957     MONUMENTED       CGS
 GK0171  HISTORY     - 1973     GOOD             USGS
 GK0171
 GK0171                          STATION DESCRIPTION
 GK0171
 GK0171'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0171'3.0 MI SE FROM BULER.
 GK0171'JCT. STATE HWY. 70 AND FARM RD. 281, 1.05 MI. EAST OF ALONG FARM RD.
 GK0171'281, 51 FT. SOUTH AND 7 FT. WEST OF THE CENTERLINE OF THE HWY. IN LINE
 GK0171'WITH A GRADED COUNTY ROAD LEADING NORTH, 2 FT. WEST OF A FENCE CORNER,
 GK0171'FLUSH WITH GROUND, A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 GK0171'STAMPED S 526 RESET 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0200 ***********************************************************************
 GK0200  DESIGNATION -  S 527
 GK0200  PID         -  GK0200
 GK0200  STATE/COUNTY-  TX/ROBERTS
 GK0200  USGS QUAD   -  PICKETT RANCH CREEK (1973)
 GK0200
 GK0200                         *CURRENT SURVEY CONTROL
 GK0200  ___________________________________________________________________
 GK0200* NAD 83(1986)-  36 00 54.     (N)    100 40 26.     (W)     SCALED    
 GK0200* NAVD 88     -       771.683  (meters)    2531.76   (feet)  ADJUSTED  
 GK0200  ___________________________________________________________________
 GK0200  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GK0200  DYNAMIC HT  -         770.859 (meters)    2529.06  (feet)  COMP
 GK0200  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 GK0200
 GK0200  VERT ORDER  -  SECOND    CLASS 0
 GK0200
 GK0200.The horizontal coordinates were scaled from a topographic map and have
 GK0200.an estimated accuracy of +/- 6 seconds.
 GK0200
 GK0200.The orthometric height was determined by differential leveling
 GK0200.and adjusted by the National Geodetic Survey in June 1991..
 GK0200
 GK0200.The geoid height was determined by GEOID03.
 GK0200
 GK0200.The dynamic height is computed by dividing the NAVD 88
 GK0200.geopotential number by the normal gravity value computed on the
 GK0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0200.degrees latitude (g = 980.6199 gals.).
 GK0200
 GK0200.The modeled gravity was interpolated from observed gravity values.
 GK0200
 GK0200;                    North         East    Units  Estimated Accuracy
 GK0200;SPC TX N     - 1,223,850.      274,470.      MT  (+/- 180 meters Scaled)
 GK0200
 GK0200                          SUPERSEDED SURVEY CONTROL
 GK0200
 GK0200  NGVD 29 (??/??/92)  771.329  (m)         2530.60   (f) ADJ UNCH    2 0
 GK0200
 GK0200.Superseded values are not recommended for survey control.
 GK0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0200.See file dsdata.txt to determine how the superseded data were derived.
 GK0200
 GK0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE491869(NAD 83)
 GK0200_MARKER: DB = BENCH MARK DISK
 GK0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0200_STAMPING: S 527 1935
 GK0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0200+STABILITY: SURFACE MOTION
 GK0200
 GK0200  HISTORY     - Date     Condition        Report By
 GK0200  HISTORY     - 1935     MONUMENTED       CGS
 GK0200  HISTORY     - 1973     GOOD             USGS
 GK0200
 GK0200                          STATION DESCRIPTION
 GK0200
 GK0200'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0200'12.1 MI SW FROM NOTLA.
 GK0200'IN ROBERTS COUNTY, 5.5 MILES WEST ALONG A GRADED HIGHWAY FROM NOTLA
 GK0200'FROM THE JUNCTION OF STATE HWY. 70 AND FARM ROAD 281, WHICH IS 21
 GK0200'MILES SOUTH OF PERRYTON, TEXAS, GO EAST ON FARM ROAD 281 FOR 7.2 MILES
 GK0200'TO A T-RD SOUTH.  TURN RIGHT AND GO SOUTHERLY ON COUNTY ROAD FOR 6.35
 GK0200'MILES TO A ROAD FORK.  TURN LEFT ON COUNTY ROAD AND GO 0.45 MILES TO A
 GK0200'CATTLE GAURD IN AN E-W FENCE.  40 FT. NW ALONG FENCE AND 2 FT. NE OF
 GK0200'FENCE.  A STANDARD BRONZE DISK STAMPED S 527 1935 SET IN A CONCRETE
 GK0200'POST PROJECTING 0.1 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0292 ***********************************************************************
 FM0292  DESIGNATION -  S 528
 FM0292  PID         -  FM0292
 FM0292  STATE/COUNTY-  TX/OLDHAM
 FM0292  USGS QUAD   -  ROTTEN HILL (1966)
 FM0292
 FM0292                         *CURRENT SURVEY CONTROL
 FM0292  ___________________________________________________________________
 FM0292* NAD 83(1986)-  35 21 19.     (N)    102 13 58.     (W)     SCALED    
 FM0292* NAVD 88     -      1040.383  (meters)    3413.32   (feet)  ADJUSTED  
 FM0292  ___________________________________________________________________
 FM0292  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 FM0292  DYNAMIC HT  -        1039.153 (meters)    3409.29  (feet)  COMP
 FM0292  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 FM0292
 FM0292  VERT ORDER  -  SECOND    CLASS 0
 FM0292
 FM0292.The horizontal coordinates were scaled from a topographic map and have
 FM0292.an estimated accuracy of +/- 6 seconds.
 FM0292
 FM0292.The orthometric height was determined by differential leveling
 FM0292.and adjusted by the National Geodetic Survey in June 1991..
 FM0292
 FM0292.The geoid height was determined by GEOID03.
 FM0292
 FM0292.The dynamic height is computed by dividing the NAVD 88
 FM0292.geopotential number by the normal gravity value computed on the
 FM0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0292.degrees latitude (g = 980.6199 gals.).
 FM0292
 FM0292.The modeled gravity was interpolated from observed gravity values.
 FM0292
 FM0292;                    North         East    Units  Estimated Accuracy
 FM0292;SPC TX N     - 1,150,600.      133,400.      MT  (+/- 180 meters Scaled)
 FM0292
 FM0292                          SUPERSEDED SURVEY CONTROL
 FM0292
 FM0292  NGVD 29 (??/??/92) 1039.908  (m)         3411.76   (f) ADJ UNCH    2 0
 FM0292
 FM0292.Superseded values are not recommended for survey control.
 FM0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0292.See file dsdata.txt to determine how the superseded data were derived.
 FM0292
 FM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV514159(NAD 83)
 FM0292_MARKER: DB = BENCH MARK DISK
 FM0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0292_STAMPING: S 528 1935
 FM0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0292+STABILITY: SURFACE MOTION
 FM0292
 FM0292  HISTORY     - Date     Condition        Report By
 FM0292  HISTORY     - 1935     MONUMENTED       CGS
 FM0292  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0292
 FM0292                          STATION DESCRIPTION
 FM0292
 FM0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0292'18.2 MI NE FROM WILDORADO.
 FM0292'TO REACH BENCHMARK FROM POST-OFFICE GO 0.5 MILE NORTH ALONG GOOD
 FM0292'GRADED ROAD, THENCE 0.1 MILE EAST, THENCE 0.7 MILE NORTH TO WIRE GATE,
 FM0292'THENCE 1.0 MILE NORTHEAST TO RANCH HOUSE, THENCE 12.3 MILES NORTHEAST
 FM0292'ALONG IMPROVED TRAIL TO CATTLE GUARD AND JUNCTION OF THREE TRAILS.
 FM0292'PAINTED ON NORTH GATE-POST IS USBM NO. 3561.7, THENCE EAST ALONG
 FM0292'UNIMPROVED TRAIL 3.6 MILES TO DEEP SAND DRAW.  BENCHMARK IS SET ON
 FM0292'EAST BANK OF DEEP DRY CREEK APPROXIMATELY 0.7 MILE SOUTH OF A HIGH
 FM0292'POINTED PEAK WITH ROCK CAP.  BEING 37.0 FEET NORTH OF TRAIL AND 40.0
 FM0292'FEET ABOVE CREEK BED.
 FM0292
 FM0292                          STATION RECOVERY (1966)
 FM0292
 FM0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0711 ***********************************************************************
 FL0711  DESIGNATION -  S 529
 FL0711  PID         -  FL0711
 FL0711  STATE/COUNTY-  TX/HUTCHINSON
 FL0711  USGS QUAD   -  ADOBE CREEK SW (1971)
 FL0711
 FL0711                         *CURRENT SURVEY CONTROL
 FL0711  ___________________________________________________________________
 FL0711* NAD 83(1986)-  35 49 18.     (N)    101 14 10.     (W)     SCALED    
 FL0711* NAVD 88     -       820.464  (meters)    2691.81   (feet)  ADJUSTED  
 FL0711  ___________________________________________________________________
 FL0711  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FL0711  DYNAMIC HT  -         819.559 (meters)    2688.84  (feet)  COMP
 FL0711  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 FL0711
 FL0711  VERT ORDER  -  SECOND    CLASS 0
 FL0711
 FL0711.The horizontal coordinates were scaled from a topographic map and have
 FL0711.an estimated accuracy of +/- 6 seconds.
 FL0711
 FL0711.The orthometric height was determined by differential leveling
 FL0711.and adjusted by the National Geodetic Survey in June 1991..
 FL0711
 FL0711.The geoid height was determined by GEOID03.
 FL0711
 FL0711.The dynamic height is computed by dividing the NAVD 88
 FL0711.geopotential number by the normal gravity value computed on the
 FL0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0711.degrees latitude (g = 980.6199 gals.).
 FL0711
 FL0711.The modeled gravity was interpolated from observed gravity values.
 FL0711
 FL0711;                    North         East    Units  Estimated Accuracy
 FL0711;SPC TX N     - 1,202,120.      223,850.      MT  (+/- 180 meters Scaled)
 FL0711
 FL0711                          SUPERSEDED SURVEY CONTROL
 FL0711
 FL0711  NGVD 29 (??/??/92)  820.040  (m)         2690.41   (f) ADJ UNCH    2 0
 FL0711
 FL0711.Superseded values are not recommended for survey control.
 FL0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0711.See file dsdata.txt to determine how the superseded data were derived.
 FL0711
 FL0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE979664(NAD 83)
 FL0711_MARKER: DB = BENCH MARK DISK
 FL0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0711_STAMPING: S 529 1935
 FL0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0711+STABILITY: SURFACE MOTION
 FL0711
 FL0711  HISTORY     - Date     Condition        Report By
 FL0711  HISTORY     - 1935     MONUMENTED       CGS
 FL0711
 FL0711                          STATION DESCRIPTION
 FL0711
 FL0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0711'4.7 MI NE FROM PLEMONS.
 FL0711'4.7 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM THE POST OFFICE AT
 FL0711'PLEMONS, AT THE SOUTHEAST END OF A LARGE VALLEY, 220 FEET NORTH OF THE
 FL0711'NORTH BANK OF CANADIAN RIVER, AND 21 FEET SOUTH OF THE CENTERLINE OF
 FL0711'THE ROAD.  A STANDARD DISK, STAMPED S 529 1935 AND SET IN THE TOP OF A
 FL0711'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3911 ***********************************************************************
 AW3911  DESIGNATION -  S 53
 AW3911  PID         -  AW3911
 AW3911  STATE/COUNTY-  TX/GALVESTON
 AW3911  USGS QUAD   -  ALGOA (1974)
 AW3911
 AW3911                         *CURRENT SURVEY CONTROL
 AW3911  ___________________________________________________________________
 AW3911* NAD 83(1986)-  29 24 09.     (N)    095 10 41.     (W)     SCALED    
 AW3911* NAVD 88     -        13.02   (+/-2cm)      42.7    (feet)  VERTCON   
 AW3911  ___________________________________________________________________
 AW3911  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW3911
 AW3911  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3911
 AW3911.The horizontal coordinates were scaled from a topographic map and have
 AW3911.an estimated accuracy of +/- 6 seconds.
 AW3911
 AW3911.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3911.The vertical order pertains to the NGVD 29 superseded value.
 AW3911
 AW3911.The geoid height was determined by GEOID03.
 AW3911
 AW3911;                    North         East    Units  Estimated Accuracy
 AW3911;SPC TXSC     - 4,179,970.      970,840.      MT  (+/- 180 meters Scaled)
 AW3911
 AW3911                          SUPERSEDED SURVEY CONTROL
 AW3911
 AW3911  NGVD 29 (??/??/92)   13.020  (m)           42.72   (f) ADJ UNCH    1 2
 AW3911
 AW3911.Superseded values are not recommended for survey control.
 AW3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3911.See file dsdata.txt to determine how the superseded data were derived.
 AW3911
 AW3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN886545(NAD 83)
 AW3911_MARKER: DB = BENCH MARK DISK
 AW3911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3911_SP_SET: BUILDING
 AW3911_STAMPING: S 53 1918 ELEV 42.47 FT
 AW3911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3911
 AW3911  HISTORY     - Date     Condition        Report By
 AW3911  HISTORY     - 1918     MONUMENTED       CGS
 AW3911  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3911
 AW3911                          STATION DESCRIPTION
 AW3911
 AW3911'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 AW3911'IN ALGOA.
 AW3911'A ALGOA, AT THE GULF, COLORADO AND SANTA FE RR STATION, 2 FEET NORTH
 AW3911'OF THE SOUTHEAST CORNER OF THE RAILROAD STATION, 26.8 FEET NORTH OF
 AW3911'THE NORTH RAIL OF THE MAIN TRACK, 4 FEET ABOVE THE GROUND, SET
 AW3911'VERTICALLY IN THE EAST WALL OF THE RAILROAD STATION.
 AW3911
 AW3911                          STATION RECOVERY (1990)
 AW3911
 AW3911'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 AW3911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0525 ***********************************************************************
 FL0525  DESIGNATION -  S 530
 FL0525  PID         -  FL0525
 FL0525  STATE/COUNTY-  TX/ROBERTS
 FL0525  USGS QUAD   -  HORSE CREEK NORTH (1972)
 FL0525
 FL0525                         *CURRENT SURVEY CONTROL
 FL0525  ___________________________________________________________________
 FL0525* NAD 83(1986)-  35 59 10.     (N)    100 39 38.     (W)     SCALED    
 FL0525* NAVD 88     -       741.339  (meters)    2432.21   (feet)  ADJUSTED  
 FL0525  ___________________________________________________________________
 FL0525  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FL0525  DYNAMIC HT  -         740.552 (meters)    2429.63  (feet)  COMP
 FL0525  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 FL0525
 FL0525  VERT ORDER  -  SECOND    CLASS 0
 FL0525
 FL0525.The horizontal coordinates were scaled from a topographic map and have
 FL0525.an estimated accuracy of +/- 6 seconds.
 FL0525
 FL0525.The orthometric height was determined by differential leveling
 FL0525.and adjusted by the National Geodetic Survey in June 1991..
 FL0525
 FL0525.The geoid height was determined by GEOID03.
 FL0525
 FL0525.The dynamic height is computed by dividing the NAVD 88
 FL0525.geopotential number by the normal gravity value computed on the
 FL0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0525.degrees latitude (g = 980.6199 gals.).
 FL0525
 FL0525.The modeled gravity was interpolated from observed gravity values.
 FL0525
 FL0525;                    North         East    Units  Estimated Accuracy
 FL0525;SPC TX N     - 1,220,660.      275,700.      MT  (+/- 180 meters Scaled)
 FL0525
 FL0525                          SUPERSEDED SURVEY CONTROL
 FL0525
 FL0525  NGVD 29 (??/??/92)  740.993  (m)         2431.07   (f) ADJ UNCH    2 0
 FL0525
 FL0525.Superseded values are not recommended for survey control.
 FL0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0525.See file dsdata.txt to determine how the superseded data were derived.
 FL0525
 FL0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE503836(NAD 83)
 FL0525_MARKER: DB = BENCH MARK DISK
 FL0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0525_STAMPING: S 530 1953
 FL0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0525+STABILITY: SURFACE MOTION
 FL0525
 FL0525  HISTORY     - Date     Condition        Report By
 FL0525  HISTORY     - 1953     MONUMENTED       CGS
 FL0525  HISTORY     - 1972     GOOD             USGS
 FL0525
 FL0525                          STATION DESCRIPTION
 FL0525
 FL0525'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0525'21.3 MI NW FROM CANADIAN.
 FL0525'IN ROBERTS CO., 9.2 MI. NE AND NW ALONG U.S. HWY. 83 FROM THE POST
 FL0525'OFFICE AT CANADIAN, HEMPHILL CO., THENCE 12.1 MI. W. TO RD. JCT. (RD.
 FL0525'SE TO TANDY RANCH) 0.8 MI. SE TO TANDY RANCH HOUSE, 1700 FT. SW OF
 FL0525'RANCH HOUSE, 216 FT. S. OF E-W FENCE, 430 FT. E. OF SHORT N-S FE. TO
 FL0525'RIVER, 18 FT. N. OF THE CENTERLINE OF OLD RD. SCAR AND 1.0 FT. S. OF A
 FL0525'METAL WITNESS SIGN.  A STANDARD DISK STAMPED S 530 1953 AND SET IN THE
 FL0525'TOP OF A CONCRETE POST.  NOTE-- BM IS STAMPED 1953 INSTEAD OF 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0388 ***********************************************************************
 FM0388  DESIGNATION -  S 532
 FM0388  PID         -  FM0388
 FM0388  STATE/COUNTY-  TX/OLDHAM
 FM0388  USGS QUAD   -  LANDERGIN (1966)
 FM0388
 FM0388                         *CURRENT SURVEY CONTROL
 FM0388  ___________________________________________________________________
 FM0388* NAD 83(1986)-  35 18 28.     (N)    102 31 58.     (W)     SCALED    
 FM0388* NAVD 88     -      1242.365  (meters)    4075.99   (feet)  ADJUSTED  
 FM0388  ___________________________________________________________________
 FM0388  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 FM0388  DYNAMIC HT  -        1240.874 (meters)    4071.10  (feet)  COMP
 FM0388  MODELED GRAV-     979,390.0   (mgal)                       NAVD 88
 FM0388
 FM0388  VERT ORDER  -  SECOND    CLASS 0
 FM0388
 FM0388.The horizontal coordinates were scaled from a topographic map and have
 FM0388.an estimated accuracy of +/- 6 seconds.
 FM0388
 FM0388.The orthometric height was determined by differential leveling
 FM0388.and adjusted by the National Geodetic Survey in June 1991..
 FM0388
 FM0388.The geoid height was determined by GEOID03.
 FM0388
 FM0388.The dynamic height is computed by dividing the NAVD 88
 FM0388.geopotential number by the normal gravity value computed on the
 FM0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0388.degrees latitude (g = 980.6199 gals.).
 FM0388
 FM0388.The modeled gravity was interpolated from observed gravity values.
 FM0388
 FM0388;                    North         East    Units  Estimated Accuracy
 FM0388;SPC TX N     - 1,145,570.      106,080.      MT  (+/- 180 meters Scaled)
 FM0388
 FM0388                          SUPERSEDED SURVEY CONTROL
 FM0388
 FM0388  NGVD 29 (??/??/92) 1241.829  (m)         4074.23   (f) ADJ UNCH    2 0
 FM0388
 FM0388.Superseded values are not recommended for survey control.
 FM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0388.See file dsdata.txt to determine how the superseded data were derived.
 FM0388
 FM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV243099(NAD 83)
 FM0388_MARKER: DB = BENCH MARK DISK
 FM0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0388_STAMPING: S 532 1935
 FM0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0388+STABILITY: SURFACE MOTION
 FM0388
 FM0388  HISTORY     - Date     Condition        Report By
 FM0388  HISTORY     - 1935     MONUMENTED       CGS
 FM0388  HISTORY     - 1966     GOOD             USGS
 FM0388
 FM0388                          STATION DESCRIPTION
 FM0388
 FM0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0388'9.6 MI NW FROM VEGA.
 FM0388'TO REACH FROM VEGA POST OFFICE GO 6.3 MILES WEST ALONG U.S. HIGHWAY
 FM0388'NO. 66, THENCE NORTHWEST ALONG TRAIL FOR ABOUT 3.3 MILES.  ABOUT 1.2
 FM0388'MILES EAST OF WINDMILL AND WATER TANKS, IN WIDE FLAT GRASSY AREA, IN
 FM0388'THE NORTHWEST CORNER OF A CULTIVATED FIELD.  72 FEET EAST OF
 FM0388'CENTERLINE OF TRAIL, 41 FEET EAST OF CORNER POST, 3.2 FEET NORTH OF
 FM0388'EAST AND WEST FENCE.
 FM0388
 FM0388                          STATION RECOVERY (1966)
 FM0388
 FM0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1376 ***********************************************************************
 FL1376  DESIGNATION -  S 533
 FL1376  PID         -  FL1376
 FL1376  STATE/COUNTY-  TX/HUTCHINSON
 FL1376  USGS QUAD   -  SANFORD (1970)
 FL1376
 FL1376                         *CURRENT SURVEY CONTROL
 FL1376  ___________________________________________________________________
 FL1376* NAD 83(1986)-  35 41 22.     (N)    101 33 52.     (W)     SCALED    
 FL1376* NAVD 88     -       933.936  (meters)    3064.09   (feet)  ADJUSTED  
 FL1376  ___________________________________________________________________
 FL1376  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 FL1376  DYNAMIC HT  -         932.875 (meters)    3060.61  (feet)  COMP
 FL1376  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 FL1376
 FL1376  VERT ORDER  -  SECOND    CLASS 0
 FL1376
 FL1376.The horizontal coordinates were scaled from a topographic map and have
 FL1376.an estimated accuracy of +/- 6 seconds.
 FL1376
 FL1376.The orthometric height was determined by differential leveling
 FL1376.and adjusted by the National Geodetic Survey in June 1991..
 FL1376
 FL1376.The geoid height was determined by GEOID03.
 FL1376
 FL1376.The dynamic height is computed by dividing the NAVD 88
 FL1376.geopotential number by the normal gravity value computed on the
 FL1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1376.degrees latitude (g = 980.6199 gals.).
 FL1376
 FL1376.The modeled gravity was interpolated from observed gravity values.
 FL1376
 FL1376;                    North         East    Units  Estimated Accuracy
 FL1376;SPC TX N     - 1,187,420.      194,170.      MT  (+/- 180 meters Scaled)
 FL1376
 FL1376                          SUPERSEDED SURVEY CONTROL
 FL1376
 FL1376  NGVD 29 (??/??/92)  933.490  (m)         3062.63   (f) ADJ UNCH    2 0
 FL1376
 FL1376.Superseded values are not recommended for survey control.
 FL1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1376.See file dsdata.txt to determine how the superseded data were derived.
 FL1376
 FL1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE679525(NAD 83)
 FL1376_MARKER: DB = BENCH MARK DISK
 FL1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1376_STAMPING: S 533 1935
 FL1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1376+STABILITY: SURFACE MOTION
 FL1376
 FL1376  HISTORY     - Date     Condition        Report By
 FL1376  HISTORY     - 1935     MONUMENTED       CGS
 FL1376  HISTORY     - 1971     GOOD             USGS
 FL1376
 FL1376                          STATION DESCRIPTION
 FL1376
 FL1376'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL1376'4.7 MI NE FROM FRITCH.
 FL1376'SANFORD, JCT OF FARM ROADS 687 AND 1319, 0.15 MI S OF ALONG FARM RD
 FL1376'687, AT A RAILROAD CROSSING, ABOUT 50 FT N OF THE CENTERLINE OF THE
 FL1376'RAILROAD AND 80 FT W OF THE HIGHWAY, IN A CONCRETE POST PROJECTION 0.1
 FL1376'FT., A STANDARD TABLET STAMPED S 533 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0224 ***********************************************************************
 FM0224  DESIGNATION -  S 534
 FM0224  PID         -  FM0224
 FM0224  STATE/COUNTY-  TX/OLDHAM
 FM0224  USGS QUAD   -  TORREY HOUSE (1971)
 FM0224
 FM0224                         *CURRENT SURVEY CONTROL
 FM0224  ___________________________________________________________________
 FM0224* NAD 83(1986)-  35 36 11.     (N)    102 28 16.     (W)     SCALED    
 FM0224* NAVD 88     -      1079.248  (meters)    3540.83   (feet)  POSTED    
 FM0224  ___________________________________________________________________
 FM0224  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 FM0224  DYNAMIC HT  -        1077.990 (meters)    3536.71  (feet)  COMP
 FM0224  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 FM0224
 FM0224  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FM0224
 FM0224.The horizontal coordinates were scaled from a topographic map and have
 FM0224.an estimated accuracy of +/- 6 seconds.
 FM0224
 FM0224.The orthometric height was determined by differential leveling
 FM0224.and adjusted by the National Geodetic Survey in 1992..
 FM0224.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FM0224.rate of 0.0 thru 1.0 mm/km.
 FM0224
 FM0224.The geoid height was determined by GEOID03.
 FM0224
 FM0224.The dynamic height is computed by dividing the NAVD 88
 FM0224.geopotential number by the normal gravity value computed on the
 FM0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0224.degrees latitude (g = 980.6199 gals.).
 FM0224
 FM0224.The modeled gravity was interpolated from observed gravity values.
 FM0224
 FM0224;                    North         East    Units  Estimated Accuracy
 FM0224;SPC TX N     - 1,178,270.      112,010.      MT  (+/- 180 meters Scaled)
 FM0224
 FM0224                          SUPERSEDED SURVEY CONTROL
 FM0224
 FM0224  NGVD 29 (??/??/92) 1078.744  (m)         3539.18   (f) ADJ UNCH    2 0
 FM0224
 FM0224.Superseded values are not recommended for survey control.
 FM0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0224.See file dsdata.txt to determine how the superseded data were derived.
 FM0224
 FM0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV290428(NAD 83)
 FM0224_MARKER: DB = BENCH MARK DISK
 FM0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0224_STAMPING: S 534 1935
 FM0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0224+STABILITY: SURFACE MOTION
 FM0224
 FM0224  HISTORY     - Date     Condition        Report By
 FM0224  HISTORY     - 1935     MONUMENTED       CGS
 FM0224  HISTORY     - 1971     GOOD             USGS
 FM0224
 FM0224                          STATION DESCRIPTION
 FM0224
 FM0224'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0224'8.8 MI NE FROM ADRIAN.
 FM0224'TO REACH FROM THE JCT. OF US HWY. 385 AND TEXAS 354 IN CHANNING TO
 FM0224'SOUTH ON US HWY. 385 FOR 2.0 MILES TO THE JCT WITH A GRADED DIRT ROAD
 FM0224'SOUTH, TURN RIGHT AND FOLLOW ROAD AND RR SOUTH FOR 3.7 MILES, THENCE
 FM0224'WEST ACROSS RR FOR 1.2 MILES TO THE R H FULTON RANCH HEADQUARTERS,
 FM0224'CONTINUE WESTERLY ON PRIVATE RANCH ROAD, AT 1.3 MILES CROSS
 FM0224'CATTLEGUARD, AT 2.6 MILES CROSS ANOTHER CO, AT 3.5 MILES PASS BY A
 FM0224'WINDMILL ON THE LEFT, AT 4.0 MILES CROSS WIDE SAND WASH, AT 4.3 MILES
 FM0224'X-RD, MAKE 30 DEGREE TURN TO RIGHT ON FORK LEADING NW, AT 5.2 MILES
 FM0224'CROSS CG, CONTINUE NORTHWESTERLY, AT 6.6 MILES ARRIVE AT TOP OF RIDGE
 FM0224'AT 30 DEGREE BEND IN ROAD TO LEFT AND BM ON THE RIGHT.  BM IS 23 FT. N
 FM0224'OF RD ON THE TOP OF A HIGH RIDGE.  A STD. DISK STAMPED S 534 1935 AND
 FM0224'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1066 ***********************************************************************
 FL1066  DESIGNATION -  S 535
 FL1066  PID         -  FL1066
 FL1066  STATE/COUNTY-  TX/POTTER
 FL1066  USGS QUAD   -  PULLMAN (1973)
 FL1066
 FL1066                         *CURRENT SURVEY CONTROL
 FL1066  ___________________________________________________________________
 FL1066* NAD 83(1986)-  35 13 06.     (N)    101 44 32.     (W)     SCALED    
 FL1066* NAVD 88     -      1100.858  (meters)    3611.73   (feet)  ADJUSTED  
 FL1066  ___________________________________________________________________
 FL1066  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL1066  DYNAMIC HT  -        1099.551 (meters)    3607.44  (feet)  COMP
 FL1066  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 FL1066
 FL1066  VERT ORDER  -  FIRST     CLASS II
 FL1066
 FL1066.The horizontal coordinates were scaled from a topographic map and have
 FL1066.an estimated accuracy of +/- 6 seconds.
 FL1066
 FL1066.The orthometric height was determined by differential leveling
 FL1066.and adjusted by the National Geodetic Survey in June 1991..
 FL1066
 FL1066.The geoid height was determined by GEOID03.
 FL1066
 FL1066.The dynamic height is computed by dividing the NAVD 88
 FL1066.geopotential number by the normal gravity value computed on the
 FL1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1066.degrees latitude (g = 980.6199 gals.).
 FL1066
 FL1066.The modeled gravity was interpolated from observed gravity values.
 FL1066
 FL1066;                    North         East    Units  Estimated Accuracy
 FL1066;SPC TX N     - 1,135,190.      177,950.      MT  (+/- 180 meters Scaled)
 FL1066
 FL1066                          SUPERSEDED SURVEY CONTROL
 FL1066
 FL1066  NGVD 29 (??/??/92) 1100.357  (m)         3610.09   (f) ADJ UNCH    1 2
 FL1066
 FL1066.Superseded values are not recommended for survey control.
 FL1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1066.See file dsdata.txt to determine how the superseded data were derived.
 FL1066
 FL1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE504007(NAD 83)
 FL1066_MARKER: DB = BENCH MARK DISK
 FL1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1066_STAMPING: S 535 1935
 FL1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1066+STABILITY: SURFACE MOTION
 FL1066
 FL1066  HISTORY     - Date     Condition        Report By
 FL1066  HISTORY     - 1935     MONUMENTED       CGS
 FL1066  HISTORY     - 1943     GOOD             NGS
 FL1066  HISTORY     - 1969     MARK NOT FOUND   NGS
 FL1066  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1066
 FL1066                          STATION DESCRIPTION
 FL1066
 FL1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1066'4 MI E FROM AMARILLO.
 FL1066'4.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 FL1066'FROM AMARILLO, POTTER COUNTY, 0.2 MILE NORTH OF THE AMARILLO-AIRWAY
 FL1066'RADIO STATION, AT A ROAD CROSSING, 106 FEET SOUTHWEST OF THE CENTER OF
 FL1066'THE CROSSING, AND 100 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 FL1066'STAMPED S 535 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS
 FL1066'BENCH MARK MAY BE REACHED FROM THE POST OFFICE AT AMARILLO BY GOING
 FL1066'ONE MILE NORTH ALONG TAYLOR STREET, THENCE 5.0 MILES EAST ALONG U.S.
 FL1066'HIGHWAY 60, AND THENCE 0.4 MILE SOUTH ALONG A GRADED ROAD.
 FL1066
 FL1066                          STATION RECOVERY (1969)
 FL1066
 FL1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FL1066'MARK NOT FOUND.
 FL1066
 FL1066                          STATION RECOVERY (1984)
 FL1066
 FL1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1066'THE MARK WAS PROBABILITY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1028 ***********************************************************************
 FL1028  DESIGNATION -  S 536
 FL1028  PID         -  FL1028
 FL1028  STATE/COUNTY-  TX/CARSON
 FL1028  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1028
 FL1028                         *CURRENT SURVEY CONTROL
 FL1028  ___________________________________________________________________
 FL1028* NAD 83(1986)-  35 19 41.     (N)    101 24 32.     (W)     SCALED    
 FL1028* NAVD 88     -      1058.207  (meters)    3471.80   (feet)  ADJUSTED  
 FL1028  ___________________________________________________________________
 FL1028  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1028  DYNAMIC HT  -        1056.963 (meters)    3467.72  (feet)  COMP
 FL1028  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 FL1028
 FL1028  VERT ORDER  -  SECOND    CLASS 0
 FL1028
 FL1028.The horizontal coordinates were scaled from a topographic map and have
 FL1028.an estimated accuracy of +/- 6 seconds.
 FL1028
 FL1028.The orthometric height was determined by differential leveling
 FL1028.and adjusted by the National Geodetic Survey in June 1991..
 FL1028
 FL1028.The geoid height was determined by GEOID03.
 FL1028
 FL1028.The dynamic height is computed by dividing the NAVD 88
 FL1028.geopotential number by the normal gravity value computed on the
 FL1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1028.degrees latitude (g = 980.6199 gals.).
 FL1028
 FL1028.The modeled gravity was interpolated from observed gravity values.
 FL1028
 FL1028;                    North         East    Units  Estimated Accuracy
 FL1028;SPC TX N     - 1,147,330.      208,280.      MT  (+/- 180 meters Scaled)
 FL1028
 FL1028                          SUPERSEDED SURVEY CONTROL
 FL1028
 FL1028  NGVD 29 (??/??/92) 1057.702  (m)         3470.14   (f) ADJ UNCH    2 0
 FL1028
 FL1028.Superseded values are not recommended for survey control.
 FL1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1028.See file dsdata.txt to determine how the superseded data were derived.
 FL1028
 FL1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE810120(NAD 83)
 FL1028_MARKER: DB = BENCH MARK DISK
 FL1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1028_STAMPING: S 536 1935
 FL1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1028+STABILITY: SURFACE MOTION
 FL1028
 FL1028  HISTORY     - Date     Condition        Report By
 FL1028  HISTORY     - 1935     MONUMENTED       CGS
 FL1028  HISTORY     - 1965     MARK NOT FOUND   USGS
 FL1028
 FL1028                          STATION DESCRIPTION
 FL1028
 FL1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1028'2 MI W FROM PANHANDLE.
 FL1028'ALONG THE SANTE FE RAILROAD BETWEEN PANHANDLE AND LEE.  ABOUT 500 FEET
 FL1028'WEST OF SMALL RANCH HOUSE, AT PRIVATE ROAD CROSSING, IN FENCE CORNER
 FL1028'BETWEEN TWO DEEP BORROW PITS.  112 FEET NORTH OF NORTH RAIL OF NORTH
 FL1028'TRACK, AND 2.3 FEET NORTHWEST OF CORNER FENCE POST.
 FL1028
 FL1028                          STATION RECOVERY (1965)
 FL1028
 FL1028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0158 ***********************************************************************
 FM0158  DESIGNATION -  S 538
 FM0158  PID         -  FM0158
 FM0158  STATE/COUNTY-  TX/MOORE
 FM0158  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0158
 FM0158                         *CURRENT SURVEY CONTROL
 FM0158  ___________________________________________________________________
 FM0158* NAD 83(1986)-  35 46 24.     (N)    102 07 29.     (W)     SCALED    
 FM0158* NAVD 88     -      1153.645  (meters)    3784.92   (feet)  ADJUSTED  
 FM0158  ___________________________________________________________________
 FM0158  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FM0158  DYNAMIC HT  -        1152.288 (meters)    3780.46  (feet)  COMP
 FM0158  MODELED GRAV-     979,417.3   (mgal)                       NAVD 88
 FM0158
 FM0158  VERT ORDER  -  SECOND    CLASS 0
 FM0158
 FM0158.The horizontal coordinates were scaled from a topographic map and have
 FM0158.an estimated accuracy of +/- 6 seconds.
 FM0158
 FM0158.The orthometric height was determined by differential leveling
 FM0158.and adjusted by the National Geodetic Survey in June 1991..
 FM0158
 FM0158.The geoid height was determined by GEOID03.
 FM0158
 FM0158.The dynamic height is computed by dividing the NAVD 88
 FM0158.geopotential number by the normal gravity value computed on the
 FM0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0158.degrees latitude (g = 980.6199 gals.).
 FM0158
 FM0158.The modeled gravity was interpolated from observed gravity values.
 FM0158
 FM0158;                    North         East    Units  Estimated Accuracy
 FM0158;SPC TX N     - 1,196,910.      143,520.      MT  (+/- 180 meters Scaled)
 FM0158
 FM0158                          SUPERSEDED SURVEY CONTROL
 FM0158
 FM0158  NGVD 29 (??/??/92) 1153.084  (m)         3783.08   (f) ADJ UNCH    2 0
 FM0158
 FM0158.Superseded values are not recommended for survey control.
 FM0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0158.See file dsdata.txt to determine how the superseded data were derived.
 FM0158
 FM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV599626(NAD 83)
 FM0158_MARKER: DB = BENCH MARK DISK
 FM0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0158_STAMPING: S-538 1935
 FM0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0158+STABILITY: SURFACE MOTION
 FM0158
 FM0158  HISTORY     - Date     Condition        Report By
 FM0158  HISTORY     - 1935     MONUMENTED       CGS
 FM0158
 FM0158                          STATION DESCRIPTION
 FM0158
 FM0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0158'13.9 MI SW FROM DUMAS.
 FM0158'TO REACH BENCHMARK FROM COURT HOUSE GO 0.5 MILE SOUTH ALONG HIGHWAY
 FM0158'NO. 9, THENCE 2.4 MILES WEST TO SOUTH TURN IN ROAD, CONTINUE THENCE
 FM0158'WEST 1.0 MILE ALONG TRAIL AND POLE LINE, THENCE SOUTH ALONG FENCE AND
 FM0158'POLE LINE 1.9 MILES TO JUNCTION OF TRAIL AND ROAD, CONTINUE THENCE
 FM0158'SOUTH ALONG GRADED ROAD 1.1 MILES TO ROAD JUNCTION, THENCE WEST 4.9
 FM0158'MILES TO WIRE GATE, THENCE SOUTH ALONG TRAIL 2.1 MILES.  BENCHMARK IS
 FM0158'SET IN THE NORTHWEST CORNER OF C.D. FRYES RANCH YARD APPROXIMATELY 0.5
 FM0158'MILES NORTH OF MIDDLE WELLS SCHOOL, DISTRICT NO. 3.  BEING 52.0 FEET
 FM0158'EAST OF CENTER-LINE OF GRADED ROAD, 76.0 FEET WEST OF NORTHWEST CORNER
 FM0158'OF FRYE RANCH HOUSE, 98.0 FEET SOUTH OF WINDMILL, AND 2.7 FEET
 FM0158'SOUTHWEST OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3230 ***********************************************************************
 AW3230  DESIGNATION -  S 54
 AW3230  PID         -  AW3230
 AW3230  STATE/COUNTY-  TX/HARRIS
 AW3230  USGS QUAD   -  SETTEGAST (1995)
 AW3230
 AW3230                         *CURRENT SURVEY CONTROL
 AW3230  ___________________________________________________________________
 AW3230* NAD 83(1986)-  29 47 06.     (N)    095 18 54.     (W)     SCALED    
 AW3230* NAVD 88     -        15.49   (+/-2cm)      50.8    (feet)  VERTCON   
 AW3230  ___________________________________________________________________
 AW3230  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW3230
 AW3230  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3230
 AW3230.The horizontal coordinates were scaled from a topographic map and have
 AW3230.an estimated accuracy of +/- 6 seconds.
 AW3230
 AW3230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3230.The vertical order pertains to the NGVD 29 superseded value.
 AW3230
 AW3230.The geoid height was determined by GEOID03.
 AW3230
 AW3230;                    North         East    Units  Estimated Accuracy
 AW3230;SPC TXSC     - 4,221,910.      956,220.      MT  (+/- 180 meters Scaled)
 AW3230
 AW3230                          SUPERSEDED SURVEY CONTROL
 AW3230
 AW3230  NGVD 29 (??/??/92)   15.485  (m)           50.80   (f) ADJ UNCH    1 2
 AW3230
 AW3230.Superseded values are not recommended for survey control.
 AW3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3230.See file dsdata.txt to determine how the superseded data were derived.
 AW3230
 AW3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN762972(NAD 83)
 AW3230_MARKER: DB = BENCH MARK DISK
 AW3230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3230_SP_SET: BUILDING
 AW3230_STAMPING: S 54 1918
 AW3230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3230
 AW3230  HISTORY     - Date     Condition        Report By
 AW3230  HISTORY     - 1918     MONUMENTED       CGS
 AW3230  HISTORY     - 1963     GOOD             NGS
 AW3230  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3230  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW3230
 AW3230                          STATION DESCRIPTION
 AW3230
 AW3230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3230'3.8 MI NE FROM HOUSTON.
 AW3230'ABOUT 0.45 MILE NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE NEW
 AW3230'HARRIS COUNTY COURTHOUSE AT HOUSTON, THENCE 0.1 MILE NORTHEAST ALONG
 AW3230'ROTHWELL STREET, THENCE 0.45 MILE EAST ALONG NANCE AVENUE, THENCE 2.5
 AW3230'MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILWAY TO THE
 AW3230'OVERPASS OF LOCKWOOD DRIVE, THENCE 0.3 MILE SOUTH ACROSS SEVERAL
 AW3230'RAILROAD TRACKS AND ALONG THE EAST SIDE OF THE UNDERPASS, 303 FEET
 AW3230'EAST OF THE EAST EDGE OF LOCKWOOD DRIVE, SET VERTICALLY IN THE WEST
 AW3230'FACE OF THE UNION BAPTIST THEOLOGICAL SEMINARY, 63 FEET EAST OF THE
 AW3230'CENTER LINE OF CHEW STREET, 6.2 FEET NORTH OF THE CENTER LINE OF THE
 AW3230'WEST ENTRANCE TO THE BRICK BUILDING, AND ABOUT 3 FEET ABOVE THE FLOOR
 AW3230'AT THE ENTRANCE.  NOTE-- A BRICK ENTRANCE HAS BEEN BUILT ON THE WEST
 AW3230'FACE OF THE BUILDING WITH THE NORTH WALL BUILT OVER THE MARK, BUT A
 AW3230'4-INCH OPENING HAS BEEN LEFT OPEN SO THE MARK CAN STILL BE LEVELED.
 AW3230
 AW3230                          STATION RECOVERY (1989)
 AW3230
 AW3230'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW3230'MARK NOT FOUND.
 AW3230
 AW3230                          STATION RECOVERY (1996)
 AW3230
 AW3230'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0067 ***********************************************************************
 EO0067  DESIGNATION -  S 540
 EO0067  PID         -  EO0067
 EO0067  STATE/COUNTY-  TX/RANDALL
 EO0067  USGS QUAD   -  UMBARGER (1984)
 EO0067
 EO0067                         *CURRENT SURVEY CONTROL
 EO0067  ___________________________________________________________________
 EO0067* NAD 83(1986)-  34 59 08.     (N)    102 05 47.     (W)     SCALED    
 EO0067* NAVD 88     -      1146.668  (meters)    3762.03   (feet)  ADJUSTED  
 EO0067  ___________________________________________________________________
 EO0067  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 EO0067  DYNAMIC HT  -        1145.262 (meters)    3757.41  (feet)  COMP
 EO0067  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 EO0067
 EO0067  VERT ORDER  -  SECOND    CLASS 0
 EO0067
 EO0067.The horizontal coordinates were scaled from a topographic map and have
 EO0067.an estimated accuracy of +/- 6 seconds.
 EO0067
 EO0067.The orthometric height was determined by differential leveling
 EO0067.and adjusted by the National Geodetic Survey in June 1991..
 EO0067
 EO0067.The geoid height was determined by GEOID03.
 EO0067
 EO0067.The dynamic height is computed by dividing the NAVD 88
 EO0067.geopotential number by the normal gravity value computed on the
 EO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0067.degrees latitude (g = 980.6199 gals.).
 EO0067
 EO0067.The modeled gravity was interpolated from observed gravity values.
 EO0067
 EO0067;                    North         East    Units  Estimated Accuracy
 EO0067;SPC TX N     - 1,109,500.      145,550.      MT  (+/- 180 meters Scaled)
 EO0067
 EO0067                          SUPERSEDED SURVEY CONTROL
 EO0067
 EO0067  NGVD 29 (??/??/92) 1146.157  (m)         3760.35   (f) ADJ UNCH    2 0
 EO0067
 EO0067.Superseded values are not recommended for survey control.
 EO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0067.See file dsdata.txt to determine how the superseded data were derived.
 EO0067
 EO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU650752(NAD 83)
 EO0067_MARKER: DB = BENCH MARK DISK
 EO0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0067_STAMPING: S 540 1935
 EO0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0067+STABILITY: SURFACE MOTION
 EO0067
 EO0067  HISTORY     - Date     Condition        Report By
 EO0067  HISTORY     - 1935     MONUMENTED       CGS
 EO0067  HISTORY     - 1961     MARK NOT FOUND   NGS
 EO0067  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0067
 EO0067                          STATION DESCRIPTION
 EO0067
 EO0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EO0067'2.3 MI SE FROM UMBARGER.
 EO0067'2.3 MILES NORTHEAST OF UMBARGER, RANDALL COUNTY, GO FROM THE POST
 EO0067'OFFICE 0.6 MILE EAST ALONG U.S. HIGHWAY 60, THENCE 1.7 MILES NORTH
 EO0067'ALONG A GRADED ROAD, NEAR A ROAD INTERSECTION WITH SMALL RANCH HOUSES
 EO0067'ON THE EAST AND WEST SIDE OF THE INTERSECTION (EACH HOUSE HAS A ROW OF
 EO0067'SEVERAL SMALL TREES ALONG THE SOUTH SIDE OF THE HOUSE), 210 FEET SOUTH
 EO0067'OF THE ROAD INTERSECTION, 37 FEET EAST OF THE CENTERLINE OF THE ROAD,
 EO0067'2 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 EO0067'CONCRETE POST.
 EO0067
 EO0067                          STATION RECOVERY (1984)
 EO0067
 EO0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0733 ***********************************************************************
 FL0733  DESIGNATION -  S 541
 FL0733  PID         -  FL0733
 FL0733  STATE/COUNTY-  TX/ROBERTS
 FL0733  USGS QUAD   -  GARDEN SPRINGS (1971)
 FL0733
 FL0733                         *CURRENT SURVEY CONTROL
 FL0733  ___________________________________________________________________
 FL0733* NAD 83(1986)-  35 54 01.     (N)    101 04 50.     (W)     SCALED    
 FL0733* NAVD 88     -       796.708  (meters)    2613.87   (feet)  ADJUSTED  
 FL0733  ___________________________________________________________________
 FL0733  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FL0733  DYNAMIC HT  -         795.850 (meters)    2611.05  (feet)  COMP
 FL0733  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 FL0733
 FL0733  VERT ORDER  -  SECOND    CLASS 0
 FL0733
 FL0733.The horizontal coordinates were scaled from a topographic map and have
 FL0733.an estimated accuracy of +/- 6 seconds.
 FL0733
 FL0733.The orthometric height was determined by differential leveling
 FL0733.and adjusted by the National Geodetic Survey in June 1991..
 FL0733
 FL0733.The geoid height was determined by GEOID03.
 FL0733
 FL0733.The dynamic height is computed by dividing the NAVD 88
 FL0733.geopotential number by the normal gravity value computed on the
 FL0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0733.degrees latitude (g = 980.6199 gals.).
 FL0733
 FL0733.The modeled gravity was interpolated from observed gravity values.
 FL0733
 FL0733;                    North         East    Units  Estimated Accuracy
 FL0733;SPC TX N     - 1,210,890.      237,860.      MT  (+/- 180 meters Scaled)
 FL0733
 FL0733                          SUPERSEDED SURVEY CONTROL
 FL0733
 FL0733  NGVD 29 (??/??/92)  796.326  (m)         2612.61   (f) ADJ UNCH    2 0
 FL0733
 FL0733.Superseded values are not recommended for survey control.
 FL0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0733.See file dsdata.txt to determine how the superseded data were derived.
 FL0733
 FL0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE122748(NAD 83)
 FL0733_MARKER: DB = BENCH MARK DISK
 FL0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0733_STAMPING: S 541 1935
 FL0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0733+STABILITY: SURFACE MOTION
 FL0733
 FL0733  HISTORY     - Date     Condition        Report By
 FL0733  HISTORY     - 1935     MONUMENTED       CGS
 FL0733  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0733
 FL0733                          STATION DESCRIPTION
 FL0733
 FL0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0733'30.3 MI N FROM PAMPA.
 FL0733'IN ROBERTS COUNTY, 30.3 MILES NORTH OF PAMPA, GRAY COUNTY.  THIS BENCH
 FL0733'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 7.4 MILES NORTH, 2.0
 FL0733'MILES WEST, AND 0.8 MILE NORTH ALONG GRADED ROADS AND THENCE 20.1
 FL0733'MILES NORTHWEST ALONG A TRAIL, 1.5 MILES NORTH OF THE J.W. MORRISON
 FL0733'AND SON RANCH HOUSE, ABOUT 500 FEET NORTH OF A GROUP OF TREES, 46.7
 FL0733'FEET SOUTH OF THE SOUTH BANK OF CANADIAN RIVER, AND 37.4 FEET
 FL0733'NORTHEAST OF A SMALL SAND HILL COVERED WITH BUSHES.  A STANDARD DISK,
 FL0733'STAMPED S 541 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0733
 FL0733                          STATION RECOVERY (1971)
 FL0733
 FL0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0351 ***********************************************************************
 FM0351  DESIGNATION -  S 541
 FM0351  PID         -  FM0351
 FM0351  STATE/COUNTY-  TX/DEAF SMITH
 FM0351  USGS QUAD   -  WILDORADO SW (1984)
 FM0351
 FM0351                         *CURRENT SURVEY CONTROL
 FM0351  ___________________________________________________________________
 FM0351* NAD 83(1986)-  35 06 51.     (N)    102 12 11.     (W)     SCALED    
 FM0351* NAVD 88     -      1175.004  (meters)    3854.99   (feet)  ADJUSTED  
 FM0351  ___________________________________________________________________
 FM0351  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 FM0351  DYNAMIC HT  -        1173.572 (meters)    3850.29  (feet)  COMP
 FM0351  MODELED GRAV-     979,374.3   (mgal)                       NAVD 88
 FM0351
 FM0351  VERT ORDER  -  SECOND    CLASS 0
 FM0351
 FM0351.The horizontal coordinates were scaled from a topographic map and have
 FM0351.an estimated accuracy of +/- 6 seconds.
 FM0351
 FM0351.The orthometric height was determined by differential leveling
 FM0351.and adjusted by the National Geodetic Survey in June 1991..
 FM0351
 FM0351.The geoid height was determined by GEOID03.
 FM0351
 FM0351.The dynamic height is computed by dividing the NAVD 88
 FM0351.geopotential number by the normal gravity value computed on the
 FM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0351.degrees latitude (g = 980.6199 gals.).
 FM0351
 FM0351.The modeled gravity was interpolated from observed gravity values.
 FM0351
 FM0351;                    North         East    Units  Estimated Accuracy
 FM0351;SPC TX N     - 1,123,830.      135,910.      MT  (+/- 180 meters Scaled)
 FM0351
 FM0351                          SUPERSEDED SURVEY CONTROL
 FM0351
 FM0351  NGVD 29 (??/??/92) 1174.497  (m)         3853.33   (f) ADJ UNCH    2 0
 FM0351
 FM0351.Superseded values are not recommended for survey control.
 FM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0351.See file dsdata.txt to determine how the superseded data were derived.
 FM0351
 FM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU549892(NAD 83)
 FM0351_MARKER: DB = BENCH MARK DISK
 FM0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0351_STAMPING: S 541 1935
 FM0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0351+STABILITY: SURFACE MOTION
 FM0351
 FM0351  HISTORY     - Date     Condition        Report By
 FM0351  HISTORY     - 1935     MONUMENTED       CGS
 FM0351  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0351
 FM0351                          STATION DESCRIPTION
 FM0351
 FM0351'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FM0351'6.7 MI S FROM WILDORADO.
 FM0351'IN DEAF SMITH COUNTY, 6.7 MILES SOUTH ALONG A GRADED ROAD FROM THE
 FM0351'POST OFFICE AT WILDORADO, OLDHAM COUNTY, ON A LINE BETWEEN A CHURCH
 FM0351'AND A SMALL RANCH HOUSE, 600 FEET SOUTHWEST OF THE CHURCH, 400 FEET
 FM0351'SOUTHEAST OF THE GRAVEYARD, 250 FEET NORTHEAST OF THE RANCH HOUSE, 47
 FM0351'FEET EAST OF THE CENTERLINE OF THE GRADED ROAD, 12 FEET EAST OF THE
 FM0351'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- NEW
 FM0351'PAVED F.M. ROAD HAS BEEN BUILT IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0579 ***********************************************************************
 FL0579  DESIGNATION -  S 543
 FL0579  PID         -  FL0579
 FL0579  STATE/COUNTY-  TX/ROBERTS
 FL0579  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL0579
 FL0579                         *CURRENT SURVEY CONTROL
 FL0579  ___________________________________________________________________
 FL0579* NAD 83(1986)-  35 47 57.     (N)    100 36 27.     (W)     SCALED    
 FL0579* NAVD 88     -       899.375  (meters)    2950.70   (feet)  ADJUSTED  
 FL0579  ___________________________________________________________________
 FL0579  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FL0579  DYNAMIC HT  -         898.387 (meters)    2947.46  (feet)  COMP
 FL0579  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 FL0579
 FL0579  VERT ORDER  -  SECOND    CLASS 0
 FL0579
 FL0579.The horizontal coordinates were scaled from a topographic map and have
 FL0579.an estimated accuracy of +/- 6 seconds.
 FL0579
 FL0579.The orthometric height was determined by differential leveling
 FL0579.and adjusted by the National Geodetic Survey in June 1991..
 FL0579
 FL0579.The geoid height was determined by GEOID03.
 FL0579
 FL0579.The dynamic height is computed by dividing the NAVD 88
 FL0579.geopotential number by the normal gravity value computed on the
 FL0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0579.degrees latitude (g = 980.6199 gals.).
 FL0579
 FL0579.The modeled gravity was interpolated from observed gravity values.
 FL0579
 FL0579;                    North         East    Units  Estimated Accuracy
 FL0579;SPC TX N     - 1,199,960.      280,670.      MT  (+/- 180 meters Scaled)
 FL0579
 FL0579                          SUPERSEDED SURVEY CONTROL
 FL0579
 FL0579  NGVD 29 (??/??/92)  898.985  (m)         2949.42   (f) ADJ UNCH    2 0
 FL0579
 FL0579.Superseded values are not recommended for survey control.
 FL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0579.See file dsdata.txt to determine how the superseded data were derived.
 FL0579
 FL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE547628(NAD 83)
 FL0579_MARKER: DB = BENCH MARK DISK
 FL0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0579_STAMPING: S 543 1935
 FL0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0579+STABILITY: SURFACE MOTION
 FL0579
 FL0579  HISTORY     - Date     Condition        Report By
 FL0579  HISTORY     - 1935     MONUMENTED       CGS
 FL0579  HISTORY     - 1972     GOOD             USGS
 FL0579
 FL0579                          STATION DESCRIPTION
 FL0579
 FL0579'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0579'12.2 MI NE FROM MIAMI.
 FL0579'4.9 MILES NW ALONG STATE HWY.  283, THENCE 7.3 MILES NE ALONG A GRADED
 FL0579'ROAD FROM THE POST OFFICE AT MIAMI, 1360 FT.  SW OF THE CENTERLINE OF
 FL0579'RD CATTLE GUARD, 69 FT.  SE (NORMAL TO CENTER LINE RD) OF ROAD AND 65
 FL0579'FT.  NE FROM RD.  AT METAL CULVERT, 0.5 FT.  NW OF A METAL WITNESS
 FL0579'SIGN.  A STANDARD DISK STAMPED S 543 1935 AND SET IN THE TOP OF A
 FL0579'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0556 ***********************************************************************
 FL0556  DESIGNATION -  S 544
 FL0556  PID         -  FL0556
 FL0556  STATE/COUNTY-  TX/ROBERTS
 FL0556  USGS QUAD   -  HORSE CREEK NORTH (1972)
 FL0556
 FL0556                         *CURRENT SURVEY CONTROL
 FL0556  ___________________________________________________________________
 FL0556* NAD 83(1986)-  35 58 06.     (N)    100 42 48.     (W)     SCALED    
 FL0556* NAVD 88     -       746.401  (meters)    2448.82   (feet)  ADJUSTED  
 FL0556  ___________________________________________________________________
 FL0556  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FL0556  DYNAMIC HT  -         745.611 (meters)    2446.23  (feet)  COMP
 FL0556  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 FL0556
 FL0556  VERT ORDER  -  SECOND    CLASS 0
 FL0556
 FL0556.The horizontal coordinates were scaled from a topographic map and have
 FL0556.an estimated accuracy of +/- 6 seconds.
 FL0556
 FL0556.The orthometric height was determined by differential leveling
 FL0556.and adjusted by the National Geodetic Survey in June 1991..
 FL0556
 FL0556.The geoid height was determined by GEOID03.
 FL0556
 FL0556.The dynamic height is computed by dividing the NAVD 88
 FL0556.geopotential number by the normal gravity value computed on the
 FL0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0556.degrees latitude (g = 980.6199 gals.).
 FL0556
 FL0556.The modeled gravity was interpolated from observed gravity values.
 FL0556
 FL0556;                    North         East    Units  Estimated Accuracy
 FL0556;SPC TX N     - 1,218,650.      270,950.      MT  (+/- 180 meters Scaled)
 FL0556
 FL0556                          SUPERSEDED SURVEY CONTROL
 FL0556
 FL0556  NGVD 29 (??/??/92)  746.052  (m)         2447.67   (f) ADJ UNCH    2 0
 FL0556
 FL0556.Superseded values are not recommended for survey control.
 FL0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0556.See file dsdata.txt to determine how the superseded data were derived.
 FL0556
 FL0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE455817(NAD 83)
 FL0556_MARKER: DB = BENCH MARK DISK
 FL0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0556_STAMPING: S 544 1935
 FL0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0556+STABILITY: SURFACE MOTION
 FL0556
 FL0556  HISTORY     - Date     Condition        Report By
 FL0556  HISTORY     - 1935     MONUMENTED       CGS
 FL0556  HISTORY     - 1972     GOOD             USGS
 FL0556
 FL0556                          STATION DESCRIPTION
 FL0556
 FL0556'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0556'25.4 MI NW FROM MIAMI.
 FL0556'11.0 MI. NW ALONG FARM ROAD 283, FROM THE POST OFFICE AT MIAMI,
 FL0556'ROBERTS CO., THENCE 13.8 MI. N. ALONG A GRADED RD., 0.5 MI. NW OF THE
 FL0556'D. D. PAYNE RANCH HOUSE, 440 FT. W. OF A CORNER FE. POST, 53 FT. S. OF
 FL0556'THE RIVER BANK BREAK AND 7.0 FT. N. OF AN OLD TRAIL.  A STANDARD DISK
 FL0556'STAMPED S 544 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0972 ***********************************************************************
 FL0972  DESIGNATION -  S 545
 FL0972  PID         -  FL0972
 FL0972  STATE/COUNTY-  TX/CARSON
 FL0972  USGS QUAD   -  CUYLER (1978)
 FL0972
 FL0972                         *CURRENT SURVEY CONTROL
 FL0972  ___________________________________________________________________
 FL0972* NAD 83(1986)-  35 24 50.     (N)    101 15 26.     (W)     SCALED    
 FL0972* NAVD 88     -      1035.790  (meters)    3398.25   (feet)  ADJUSTED  
 FL0972  ___________________________________________________________________
 FL0972  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0972  DYNAMIC HT  -        1034.598 (meters)    3394.34  (feet)  COMP
 FL0972  MODELED GRAV-     979,447.5   (mgal)                       NAVD 88
 FL0972
 FL0972  VERT ORDER  -  SECOND    CLASS 0
 FL0972
 FL0972.The horizontal coordinates were scaled from a topographic map and have
 FL0972.an estimated accuracy of +/- 6 seconds.
 FL0972
 FL0972.The orthometric height was determined by differential leveling
 FL0972.and adjusted by the National Geodetic Survey in June 1991..
 FL0972
 FL0972.The geoid height was determined by GEOID03.
 FL0972
 FL0972.The dynamic height is computed by dividing the NAVD 88
 FL0972.geopotential number by the normal gravity value computed on the
 FL0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0972.degrees latitude (g = 980.6199 gals.).
 FL0972
 FL0972.The modeled gravity was interpolated from observed gravity values.
 FL0972
 FL0972;                    North         East    Units  Estimated Accuracy
 FL0972;SPC TX N     - 1,156,880.      222,050.      MT  (+/- 180 meters Scaled)
 FL0972
 FL0972                          SUPERSEDED SURVEY CONTROL
 FL0972
 FL0972  NGVD 29 (??/??/92) 1035.315  (m)         3396.70   (f) ADJ UNCH    2 0
 FL0972
 FL0972.Superseded values are not recommended for survey control.
 FL0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0972.See file dsdata.txt to determine how the superseded data were derived.
 FL0972
 FL0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE950212(NAD 83)
 FL0972_MARKER: DB = BENCH MARK DISK
 FL0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0972_STAMPING: S 545 1935
 FL0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0972+STABILITY: SURFACE MOTION
 FL0972
 FL0972  HISTORY     - Date     Condition        Report By
 FL0972  HISTORY     - 1935     MONUMENTED       CGS
 FL0972  HISTORY     - 1963     POOR             USGS
 FL0972
 FL0972                          STATION DESCRIPTION
 FL0972
 FL0972'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0972'5.7 MI SW FROM WHITE DEER.
 FL0972'5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 FL0972'WHITE DEER, CARSON COUNTY, 1.6 MILES NORTH ALONG A GRADED ROAD.  1.9
 FL0972'MILE SOUTH OF A ROAD INTERSECTION, 1.2 MILES NORTH OF THE CROSSING OF
 FL0972'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, AT A ROAD INTERSECTION,
 FL0972'49.6 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 35.5 FEET WEST
 FL0972'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 35.4 FEET NORTH OF THE
 FL0972'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 3.2 FEET WEST OF THE
 FL0972'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 545 1935 AND SET IN
 FL0972'THE TOP OF A CONCRETE POST.  NOTE-- MARK TILTED 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0652 ***********************************************************************
 FL0652  DESIGNATION -  S 547
 FL0652  PID         -  FL0652
 FL0652  STATE/COUNTY-  TX/GRAY
 FL0652  USGS QUAD   -  HOOVER (1967)
 FL0652
 FL0652                         *CURRENT SURVEY CONTROL
 FL0652  ___________________________________________________________________
 FL0652* NAD 83(1986)-  35 32 57.     (N)    100 49 47.     (W)     SCALED    
 FL0652* NAVD 88     -       963.282  (meters)    3160.37   (feet)  ADJUSTED  
 FL0652  ___________________________________________________________________
 FL0652  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0652  DYNAMIC HT  -         962.225 (meters)    3156.90  (feet)  COMP
 FL0652  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 FL0652
 FL0652  VERT ORDER  -  SECOND    CLASS 0
 FL0652
 FL0652.The horizontal coordinates were scaled from a topographic map and have
 FL0652.an estimated accuracy of +/- 6 seconds.
 FL0652
 FL0652.The orthometric height was determined by differential leveling
 FL0652.and adjusted by the National Geodetic Survey in June 1991..
 FL0652
 FL0652.The geoid height was determined by GEOID03.
 FL0652
 FL0652.The dynamic height is computed by dividing the NAVD 88
 FL0652.geopotential number by the normal gravity value computed on the
 FL0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0652.degrees latitude (g = 980.6199 gals.).
 FL0652
 FL0652.The modeled gravity was interpolated from observed gravity values.
 FL0652
 FL0652;                    North         East    Units  Estimated Accuracy
 FL0652;SPC TX N     - 1,172,070.      260,770.      MT  (+/- 180 meters Scaled)
 FL0652
 FL0652                          SUPERSEDED SURVEY CONTROL
 FL0652
 FL0652  NGVD 29 (??/??/92)  962.876  (m)         3159.04   (f) ADJ UNCH    2 0
 FL0652
 FL0652.Superseded values are not recommended for survey control.
 FL0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0652.See file dsdata.txt to determine how the superseded data were derived.
 FL0652
 FL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE341354(NAD 83)
 FL0652_MARKER: DB = BENCH MARK DISK
 FL0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0652_STAMPING: S 547 1935
 FL0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0652+STABILITY: SURFACE MOTION
 FL0652
 FL0652  HISTORY     - Date     Condition        Report By
 FL0652  HISTORY     - 1935     MONUMENTED       CGS
 FL0652  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0652
 FL0652                          STATION DESCRIPTION
 FL0652
 FL0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0652'7.1 MI E FROM PAMPA.
 FL0652'7.1 MILES EAST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0652'S.F. RAILROAD BETWEEN PAMPA AND LAKETON, 1.1 MILES WEST OF GRAIN
 FL0652'ELEVATOR AND ROAD CROSSING, 0.1 MILE EAST OF MILE POST NO. 7.  83.5
 FL0652'FEET NORTHWEST OF CENTERLINE OF ROAD CROSSING, 74.4 FEET NORTH OF
 FL0652'NORTH RAIL, 33.8 FEET WEST OF CENTERLINE OF GRADED ROAD, AND 3.9 FEET
 FL0652'WEST OF RIGHT OF WAY FENCE.
 FL0652
 FL0652                          STATION RECOVERY (1966)
 FL0652
 FL0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1546 ***********************************************************************
 AN1546  DESIGNATION -  S 55
 AN1546  PID         -  AN1546
 AN1546  STATE/COUNTY-  TX/BEE
 AN1546  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1546
 AN1546                         *CURRENT SURVEY CONTROL
 AN1546  ___________________________________________________________________
 AN1546* NAD 83(1986)-  28 24 32.     (N)    097 50 05.     (W)     SCALED    
 AN1546* NAVD 88     -        92.833  (meters)     304.57   (feet)  ADJUSTED  
 AN1546  ___________________________________________________________________
 AN1546  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AN1546  DYNAMIC HT  -          92.694 (meters)     304.11  (feet)  COMP
 AN1546  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 AN1546
 AN1546  VERT ORDER  -  SECOND    CLASS 0
 AN1546
 AN1546.The horizontal coordinates were scaled from a topographic map and have
 AN1546.an estimated accuracy of +/- 6 seconds.
 AN1546
 AN1546.The orthometric height was determined by differential leveling
 AN1546.and adjusted by the National Geodetic Survey in June 1991..
 AN1546
 AN1546.The geoid height was determined by GEOID03.
 AN1546
 AN1546.The dynamic height is computed by dividing the NAVD 88
 AN1546.geopotential number by the normal gravity value computed on the
 AN1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1546.degrees latitude (g = 980.6199 gals.).
 AN1546
 AN1546.The modeled gravity was interpolated from observed gravity values.
 AN1546
 AN1546;                    North         East    Units  Estimated Accuracy
 AN1546;SPC TXSC     - 4,064,360.      714,180.      MT  (+/- 180 meters Scaled)
 AN1546
 AN1546                          SUPERSEDED SURVEY CONTROL
 AN1546
 AN1546  NGVD 29 (??/??/92)   92.816  (m)          304.51   (f) ADJ UNCH    2 0
 AN1546
 AN1546.Superseded values are not recommended for survey control.
 AN1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1546.See file dsdata.txt to determine how the superseded data were derived.
 AN1546
 AN1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS141430(NAD 83)
 AN1546_MARKER: DS = TRIANGULATION STATION DISK
 AN1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1546_STAMPING: 304.56 S 55 1924
 AN1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1546+STABILITY: SURFACE MOTION
 AN1546
 AN1546  HISTORY     - Date     Condition        Report By
 AN1546  HISTORY     - 1924     MONUMENTED       USGS
 AN1546  HISTORY     - 1934     GOOD             NGS
 AN1546  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1546  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1546
 AN1546                          STATION DESCRIPTION
 AN1546
 AN1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AN1546'6.2 MI W FROM BEEVILLE.
 AN1546'6.2 MILES WEST ALONG THE ROAD LEADING TO CADIZ FROM BEEVILLE, BEE
 AN1546'COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF THE ROAD
 AN1546'LEADING TO LAPARA, AND 3 FEET WEST OF THE CORNER FENCE POST.  A UNITED
 AN1546'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 304.56 S 55 1924 AND
 AN1546'IN THE TOP OF A CONCRETE POST.
 AN1546
 AN1546                          STATION RECOVERY (1975)
 AN1546
 AN1546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1546'MARK NOT FOUND.
 AN1546
 AN1546                          STATION RECOVERY (1996)
 AN1546
 AN1546'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0439 ***********************************************************************
 FL0439  DESIGNATION -  S 550
 FL0439  PID         -  FL0439
 FL0439  STATE/COUNTY-  TX/GRAY
 FL0439  USGS QUAD   -  DEEP LAKE (1968)
 FL0439
 FL0439                         *CURRENT SURVEY CONTROL
 FL0439  ___________________________________________________________________
 FL0439* NAD 83(1986)-  35 20 36.     (N)    100 55 12.     (W)     SCALED    
 FL0439* NAVD 88     -       985.125  (meters)    3232.03   (feet)  ADJUSTED  
 FL0439  ___________________________________________________________________
 FL0439  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FL0439  DYNAMIC HT  -         984.040 (meters)    3228.47  (feet)  COMP
 FL0439  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 FL0439
 FL0439  VERT ORDER  -  SECOND    CLASS 0
 FL0439
 FL0439.The horizontal coordinates were scaled from a topographic map and have
 FL0439.an estimated accuracy of +/- 6 seconds.
 FL0439
 FL0439.The orthometric height was determined by differential leveling
 FL0439.and adjusted by the National Geodetic Survey in June 1991..
 FL0439
 FL0439.The geoid height was determined by GEOID03.
 FL0439
 FL0439.The dynamic height is computed by dividing the NAVD 88
 FL0439.geopotential number by the normal gravity value computed on the
 FL0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0439.degrees latitude (g = 980.6199 gals.).
 FL0439
 FL0439.The modeled gravity was interpolated from observed gravity values.
 FL0439
 FL0439;                    North         East    Units  Estimated Accuracy
 FL0439;SPC TX N     - 1,149,180.      252,720.      MT  (+/- 180 meters Scaled)
 FL0439
 FL0439                          SUPERSEDED SURVEY CONTROL
 FL0439
 FL0439  NGVD 29 (??/??/92)  984.720  (m)         3230.70   (f) ADJ UNCH    2 0
 FL0439
 FL0439.Superseded values are not recommended for survey control.
 FL0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0439.See file dsdata.txt to determine how the superseded data were derived.
 FL0439
 FL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE255128(NAD 83)
 FL0439_MARKER: DB = BENCH MARK DISK
 FL0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0439_STAMPING: S 550 1935
 FL0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0439+STABILITY: SURFACE MOTION
 FL0439
 FL0439  HISTORY     - Date     Condition        Report By
 FL0439  HISTORY     - 1935     MONUMENTED       CGS
 FL0439  HISTORY     - 1943     GOOD             NGS
 FL0439  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0439
 FL0439                          STATION DESCRIPTION
 FL0439
 FL0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0439'15.0 MI N FROM JERICHO.
 FL0439'IN GRAY COUNTY, 12.0 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE POST
 FL0439'OFFICE AT JERICHO, DONLEY COUNTY, THENCE 3.0 MILES EAST ALONG A GRADED
 FL0439'ROAD.  43.6 FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 32.7
 FL0439'FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 31.2 FEET
 FL0439'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD. A STANDARD DISK,
 FL0439'STAMPED S 550 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0439
 FL0439                          STATION RECOVERY (1966)
 FL0439
 FL0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0943 ***********************************************************************
 FL0943  DESIGNATION -  S 551
 FL0943  PID         -  FL0943
 FL0943  STATE/COUNTY-  TX/GRAY
 FL0943  USGS QUAD   -  KINGSMILL (1966)
 FL0943
 FL0943                         *CURRENT SURVEY CONTROL
 FL0943  ___________________________________________________________________
 FL0943* NAD 83(1986)-  35 23 10.     (N)    101 00 34.     (W)     SCALED    
 FL0943* NAVD 88     -       996.749  (meters)    3270.17   (feet)  ADJUSTED  
 FL0943  ___________________________________________________________________
 FL0943  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL0943  DYNAMIC HT  -         995.640 (meters)    3266.53  (feet)  COMP
 FL0943  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 FL0943
 FL0943  VERT ORDER  -  SECOND    CLASS 0
 FL0943
 FL0943.The horizontal coordinates were scaled from a topographic map and have
 FL0943.an estimated accuracy of +/- 6 seconds.
 FL0943
 FL0943.The orthometric height was determined by differential leveling
 FL0943.and adjusted by the National Geodetic Survey in June 1991..
 FL0943
 FL0943.The geoid height was determined by GEOID03.
 FL0943
 FL0943.The dynamic height is computed by dividing the NAVD 88
 FL0943.geopotential number by the normal gravity value computed on the
 FL0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0943.degrees latitude (g = 980.6199 gals.).
 FL0943
 FL0943.The modeled gravity was interpolated from observed gravity values.
 FL0943
 FL0943;                    North         East    Units  Estimated Accuracy
 FL0943;SPC TX N     - 1,153,880.      244,570.      MT  (+/- 180 meters Scaled)
 FL0943
 FL0943                          SUPERSEDED SURVEY CONTROL
 FL0943
 FL0943  NGVD 29 (??/??/92)  996.324  (m)         3268.77   (f) ADJ UNCH    2 0
 FL0943
 FL0943.Superseded values are not recommended for survey control.
 FL0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0943.See file dsdata.txt to determine how the superseded data were derived.
 FL0943
 FL0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE174177(NAD 83)
 FL0943_MARKER: DB = BENCH MARK DISK
 FL0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0943_STAMPING: S 551 1935
 FL0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0943+STABILITY: SURFACE MOTION
 FL0943
 FL0943  HISTORY     - Date     Condition        Report By
 FL0943  HISTORY     - 1935     MONUMENTED       CGS
 FL0943  HISTORY     - 1963     POOR             USGS
 FL0943
 FL0943                          STATION DESCRIPTION
 FL0943
 FL0943'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0943'0.3 MI E FROM KINGS MILL.
 FL0943'0.3 MILE EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT KINGS MILL,
 FL0943'GRAY COUNTY, 7.0 MILES SOUTH AND 2.7 MILES EAST ALONG OTHER GRADED
 FL0943'ROADS.  0.4 MILE NORTH OF A SMALL WHITE FARMHOUSE, AT A ROAD
 FL0943'INTERSECTION, 67.6 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION,
 FL0943'57.6 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 40.5
 FL0943'FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 2.4 FEET
 FL0943'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 551 1935
 FL0943'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0936 ***********************************************************************
 FL0936  DESIGNATION -  S 552
 FL0936  PID         -  FL0936
 FL0936  STATE/COUNTY-  TX/CARSON
 FL0936  USGS QUAD   -  CUYLER (1978)
 FL0936
 FL0936                         *CURRENT SURVEY CONTROL
 FL0936  ___________________________________________________________________
 FL0936* NAD 83(1986)-  35 25 39.     (N)    101 22 06.     (W)     SCALED    
 FL0936* NAVD 88     -      1054.911  (meters)    3460.99   (feet)  ADJUSTED  
 FL0936  ___________________________________________________________________
 FL0936  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL0936  DYNAMIC HT  -        1053.691 (meters)    3456.98  (feet)  COMP
 FL0936  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 FL0936
 FL0936  VERT ORDER  -  SECOND    CLASS 0
 FL0936
 FL0936.The horizontal coordinates were scaled from a topographic map and have
 FL0936.an estimated accuracy of +/- 6 seconds.
 FL0936
 FL0936.The orthometric height was determined by differential leveling
 FL0936.and adjusted by the National Geodetic Survey in June 1991..
 FL0936
 FL0936.The geoid height was determined by GEOID03.
 FL0936
 FL0936.The dynamic height is computed by dividing the NAVD 88
 FL0936.geopotential number by the normal gravity value computed on the
 FL0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0936.degrees latitude (g = 980.6199 gals.).
 FL0936
 FL0936.The modeled gravity was interpolated from observed gravity values.
 FL0936
 FL0936;                    North         East    Units  Estimated Accuracy
 FL0936;SPC TX N     - 1,158,370.      211,960.      MT  (+/- 180 meters Scaled)
 FL0936
 FL0936                          SUPERSEDED SURVEY CONTROL
 FL0936
 FL0936  NGVD 29 (??/??/92) 1054.42   (m)         3459.4    (f) COMPUTED    2 0
 FL0936
 FL0936.Superseded values are not recommended for survey control.
 FL0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0936.See file dsdata.txt to determine how the superseded data were derived.
 FL0936
 FL0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE849230(NAD 83)
 FL0936_MARKER: DB = BENCH MARK DISK
 FL0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0936_STAMPING: S 552 1935
 FL0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0936+STABILITY: SURFACE MOTION
 FL0936
 FL0936  HISTORY     - Date     Condition        Report By
 FL0936  HISTORY     - 1935     MONUMENTED       CGS
 FL0936
 FL0936                          STATION DESCRIPTION
 FL0936
 FL0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0936'6.1 MI N FROM PANHANDLE.
 FL0936'6.1 MILES NORTH ALONG STATE HIGHWAY 117 FROM THE COUNTY COURTHOUSE AT
 FL0936'PANHANDLE, CARSON COUNTY, 0.8 MILE EAST ALONG A GRADED ROAD.  0.5 MILE
 FL0936'EAST OF THE R. G. SHEPPARD RANCH HOUSE, 36.5 FEET NORTH OF THE
 FL0936'CENTERLINE OF THE EAST-AND-WEST ROAD, 35 FEET NORTH OF THE
 FL0936'RIGHT-OF-WAY FENCE, AND 28 FEET EAST OF A FENCE CORNER.  A STANDARD
 FL0936'DISK, STAMPED S 552 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0422 ***********************************************************************
 FL0422  DESIGNATION -  S 553
 FL0422  PID         -  FL0422
 FL0422  STATE/COUNTY-  TX/GRAY
 FL0422  USGS QUAD   -  ALANREED (1976)
 FL0422
 FL0422                         *CURRENT SURVEY CONTROL
 FL0422  ___________________________________________________________________
 FL0422* NAD 83(1986)-  35 13 48.     (N)    100 41 18.     (W)     SCALED    
 FL0422* NAVD 88     -       903.899  (meters)    2965.54   (feet)  ADJUSTED  
 FL0422  ___________________________________________________________________
 FL0422  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL0422  DYNAMIC HT  -         902.914 (meters)    2962.31  (feet)  COMP
 FL0422  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 FL0422
 FL0422  VERT ORDER  -  FIRST     CLASS II
 FL0422
 FL0422.The horizontal coordinates were scaled from a topographic map and have
 FL0422.an estimated accuracy of +/- 6 seconds.
 FL0422
 FL0422.The orthometric height was determined by differential leveling
 FL0422.and adjusted by the National Geodetic Survey in June 1991..
 FL0422
 FL0422.The geoid height was determined by GEOID03.
 FL0422
 FL0422.The dynamic height is computed by dividing the NAVD 88
 FL0422.geopotential number by the normal gravity value computed on the
 FL0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0422.degrees latitude (g = 980.6199 gals.).
 FL0422
 FL0422.The modeled gravity was interpolated from observed gravity values.
 FL0422
 FL0422;                    North         East    Units  Estimated Accuracy
 FL0422;SPC TX N     - 1,136,760.      273,880.      MT  (+/- 180 meters Scaled)
 FL0422
 FL0422                          SUPERSEDED SURVEY CONTROL
 FL0422
 FL0422  NGVD 29 (??/??/92)  903.537  (m)         2964.35   (f) ADJ UNCH    1 2
 FL0422
 FL0422.Superseded values are not recommended for survey control.
 FL0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0422.See file dsdata.txt to determine how the superseded data were derived.
 FL0422
 FL0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD463998(NAD 83)
 FL0422_MARKER: DB = BENCH MARK DISK
 FL0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0422_STAMPING: S 553 1935
 FL0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0422+STABILITY: SURFACE MOTION
 FL0422
 FL0422  HISTORY     - Date     Condition        Report By
 FL0422  HISTORY     - 1935     MONUMENTED       CGS
 FL0422  HISTORY     - 1953     GOOD             NGS
 FL0422
 FL0422                          STATION DESCRIPTION
 FL0422
 FL0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0422'3.6 MI NE FROM ALANREED.
 FL0422'3.6 MILES NORTHEAST OF ALANREED, GRAY COUNTY.  THIS BENCH MARK MAY BE
 FL0422'REACHED FROM THE POST OFFICE BY GOING 2.6 MILES EAST ALONG U.S.
 FL0422'HIGHWAY 66, THENCE, 1.0 MILE NORTH ALONG A GRADED ROAD.  IT IS AT THE
 FL0422'JUNCTION OF A ROAD LEADING WEST TO A FARMHOUSE, 22 FEET WEST OF THE
 FL0422'CENTERLINE OF THE MAIN ROAD, 34 FEET NORTH OF THE CENTERLINE OF THE
 FL0422'SIDE ROAD, 5 FEET NORTH OF THE CENTER OF A WIRE GATE, 1.3 FEET WEST OF
 FL0422'A FENCE, AND 3.4 FEET SOUTHWEST OF A WHITE WITNESS POST.  A STANDARD
 FL0422'DISK, STAMPED S 553 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FL0422'THIS BENCH MARK MAY ALSO BE REACHED FROM ALANREED BY GOING 3.0 MILES
 FL0422'EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE
 FL0422'STATION SIGN, THENCE 1.2 MILES NORTH ALONG A GRADED DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1255 ***********************************************************************
 BL1255  DESIGNATION -  S 555
 BL1255  PID         -  BL1255
 BL1255  STATE/COUNTY-  TX/MONTGOMERY
 BL1255  USGS QUAD   -  CONROE (1976)
 BL1255
 BL1255                         *CURRENT SURVEY CONTROL
 BL1255  ___________________________________________________________________
 BL1255* NAD 83(1986)-  30 21 10.     (N)    095 25 10.     (W)     SCALED    
 BL1255* NAVD 88     -        71.608  (meters)     234.93   (feet)  ADJUSTED  
 BL1255  ___________________________________________________________________
 BL1255  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1255  DYNAMIC HT  -          71.512 (meters)     234.62  (feet)  COMP
 BL1255  MODELED GRAV-     979,311.9   (mgal)                       NAVD 88
 BL1255
 BL1255  VERT ORDER  -  FIRST     CLASS I
 BL1255
 BL1255.This mark is at Montgomery Co (CXO) Airport (CXO)
 BL1255
 BL1255.The horizontal coordinates were scaled from a topographic map and have
 BL1255.an estimated accuracy of +/- 6 seconds.
 BL1255
 BL1255.The orthometric height was determined by differential leveling
 BL1255.and adjusted by the National Geodetic Survey in June 1991..
 BL1255
 BL1255.The geoid height was determined by GEOID03.
 BL1255
 BL1255.The dynamic height is computed by dividing the NAVD 88
 BL1255.geopotential number by the normal gravity value computed on the
 BL1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1255.degrees latitude (g = 980.6199 gals.).
 BL1255
 BL1255.The modeled gravity was interpolated from observed gravity values.
 BL1255
 BL1255;                    North         East    Units  Estimated Accuracy
 BL1255;SPC TX C     - 3,086,490.    1,172,260.      MT  (+/- 180 meters Scaled)
 BL1255
 BL1255                          SUPERSEDED SURVEY CONTROL
 BL1255
 BL1255  NGVD 29 (12/23/87)   71.610  (m)          234.94   (f) ADJUSTED    1 1
 BL1255
 BL1255.Superseded values are not recommended for survey control.
 BL1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1255.See file dsdata.txt to determine how the superseded data were derived.
 BL1255
 BL1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP674603(NAD 83)
 BL1255_MARKER: DB = BENCH MARK DISK
 BL1255_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL1255_SP_SET: FOUNDATION WALL
 BL1255_STAMPING: S 555 1947
 BL1255_MARK LOGO: CGS   
 BL1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1255+STABILITY: SURFACE MOTION
 BL1255
 BL1255  HISTORY     - Date     Condition        Report By
 BL1255  HISTORY     - 1947     MONUMENTED       CGS
 BL1255  HISTORY     - 1960     GOOD             NGS
 BL1255  HISTORY     - 1987     GOOD             NGS
 BL1255
 BL1255                          STATION DESCRIPTION
 BL1255
 BL1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL1255'5.2 MI NE FROM CONROE.
 BL1255'ABOUT 0.15 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL1255'STATION AT CONROE, THENCE 0.7 MILE EAST-NORTHEAST ALONG STATE HIGHWAY
 BL1255'105, THENCE 4.0 MILES NORTHEAST ALONG FARM ROAD 1484 TO THE NORTHWEST
 BL1255'ENTRANCE TO MONTGOMERY COUNTY AIRPORT, THENCE 0.35 MILE SOUTHEAST
 BL1255'ALONG A PAVED ROAD, AT THE EAST CORNER OF THE LARGEST CONCRETE ARCH
 BL1255'HANGER, SET VERTICALLY IN THE NORTHEAST FACE OF THE HANGERS
 BL1255'FOUNDATION, DIRECTLY BELOW THE CONTROL TOWER LOCATED A TOP THE EAST
 BL1255'CORNER OF THE HANGER, 10 INCHES NORTHWEST OF THE EAST CORNER AND 1
 BL1255'FOOT ABOVE THE CONCRETE APRON.
 BL1255
 BL1255                          STATION RECOVERY (1987)
 BL1255
 BL1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1465 ***********************************************************************
 BY1465  DESIGNATION -  S 556
 BY1465  PID         -  BY1465
 BY1465  STATE/COUNTY-  TX/HOUSTON
 BY1465  USGS QUAD   -  KENNARD NE (1950)
 BY1465
 BY1465                         *CURRENT SURVEY CONTROL
 BY1465  ___________________________________________________________________
 BY1465* NAD 83(1986)-  31 22 41.     (N)    095 01 49.     (W)     SCALED    
 BY1465* NAVD 88     -        91.06   (+/-2cm)     298.8    (feet)  VERTCON   
 BY1465  ___________________________________________________________________
 BY1465  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1465
 BY1465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1465
 BY1465.The horizontal coordinates were scaled from a topographic map and have
 BY1465.an estimated accuracy of +/- 6 seconds.
 BY1465
 BY1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1465.The vertical order pertains to the NGVD 29 superseded value.
 BY1465
 BY1465.The geoid height was determined by GEOID03.
 BY1465
 BY1465;                    North         East    Units  Estimated Accuracy
 BY1465;SPC TX C     - 3,201,740.    1,204,220.      MT  (+/- 180 meters Scaled)
 BY1465
 BY1465                          SUPERSEDED SURVEY CONTROL
 BY1465
 BY1465  NGVD 29 (??/??/92)   91.102  (m)          298.89   (f) ADJ UNCH    2 0
 BY1465
 BY1465.Superseded values are not recommended for survey control.
 BY1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1465.See file dsdata.txt to determine how the superseded data were derived.
 BY1465
 BY1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ069732(NAD 83)
 BY1465_MARKER: DB = BENCH MARK DISK
 BY1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1465_STAMPING: S 556 1947
 BY1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1465+STABILITY: SURFACE MOTION
 BY1465
 BY1465  HISTORY     - Date     Condition        Report By
 BY1465  HISTORY     - 1947     MONUMENTED       CGS
 BY1465
 BY1465                          STATION DESCRIPTION
 BY1465
 BY1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1465'6.8 MI SE FROM RATCLIFF.
 BY1465'5.9 MILES EAST ALONG STATE HIGHWAY NO.103 FROM THE POST OFFICE AT
 BY1465'RATCLIFF, THENCE 0.9 MILE SOUTHEAST ALONG DAVY CROCKETT NATIONAL
 BY1465'FOREST ROAD NO.11, 26.6 FEET SOUTHWEST OF THE CENTER OF THE MAIN ROAD,
 BY1465'14.7 FEET NORTHWEST OF THE CENTER OF A ROAD LEADING SOUTHWEST, 14.0
 BY1465'FEET SOUTH OF A 17-INCH PINE TREE, 1.4 FEET NORTHWEST OF A WHITE
 BY1465'WOODEN WITNESS POST, 2.0 FEET HIGHER THAN THE MAIN ROAD, SET IN THE
 BY1465'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1647 ***********************************************************************
 BY1647  DESIGNATION -  S 557
 BY1647  PID         -  BY1647
 BY1647  STATE/COUNTY-  TX/TRINITY
 BY1647  USGS QUAD   -  GROVETON WEST (1963)
 BY1647
 BY1647                         *CURRENT SURVEY CONTROL
 BY1647  ___________________________________________________________________
 BY1647* NAD 83(1986)-  31 03 19.     (N)    095 07 42.     (W)     SCALED    
 BY1647* NAVD 88     -        98.57   (+/-2cm)     323.4    (feet)  VERTCON   
 BY1647  ___________________________________________________________________
 BY1647  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1647
 BY1647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1647
 BY1647.The horizontal coordinates were scaled from a topographic map and have
 BY1647.an estimated accuracy of +/- 6 seconds.
 BY1647
 BY1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1647.The vertical order pertains to the NGVD 29 superseded value.
 BY1647
 BY1647.The geoid height was determined by GEOID03.
 BY1647
 BY1647;                    North         East    Units  Estimated Accuracy
 BY1647;SPC TX C     - 3,165,550.    1,196,570.      MT  (+/- 180 meters Scaled)
 BY1647
 BY1647                          SUPERSEDED SURVEY CONTROL
 BY1647
 BY1647  NGVD 29 (??/??/92)   98.583  (m)          323.43   (f) ADJ UNCH    2 0
 BY1647
 BY1647.Superseded values are not recommended for survey control.
 BY1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1647.See file dsdata.txt to determine how the superseded data were derived.
 BY1647
 BY1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ969376(NAD 83)
 BY1647_MARKER: DB = BENCH MARK DISK
 BY1647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1647_SP_SET: CONCRETE BASE
 BY1647_STAMPING: S 557 1948
 BY1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1647
 BY1647  HISTORY     - Date     Condition        Report By
 BY1647  HISTORY     - 1948     MONUMENTED       CGS
 BY1647  HISTORY     - 1987     GOOD             USPSQD
 BY1647  HISTORY     - 19960601 GOOD             USPSQD
 BY1647  HISTORY     - 20050527 MARK NOT FOUND   USPSQD
 BY1647
 BY1647                          STATION DESCRIPTION
 BY1647
 BY1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1647'IN GROVETON.
 BY1647'1 BLOCK SOUTH ALONG MAIN STREET FROM THE COURTHOUSE AT GROVETON,
 BY1647'THENCE 0.2 MILE WEST ALONG A GRADED DIRT STREET, 19.0 FEET NORTH OF
 BY1647'THE CENTER LINE OF THE STREET, SET IN A DRILL HOLE IN THE TOP OF THE
 BY1647'SOUTH CORNER OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE CITY
 BY1647'WATER TOWER.
 BY1647
 BY1647                          STATION RECOVERY (1987)
 BY1647
 BY1647'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BY1647'RECOVERED IN GOOD CONDITION.
 BY1647
 BY1647                          STATION RECOVERY (1996)
 BY1647
 BY1647'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1647'RECOVERED IN GOOD CONDITION.
 BY1647
 BY1647                          STATION RECOVERY (2005)
 BY1647
 BY1647'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BY1647'TOWER NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0786 ***********************************************************************
 BY0786  DESIGNATION -  S 558
 BY0786  PID         -  BY0786
 BY0786  STATE/COUNTY-  TX/TRINITY
 BY0786  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0786
 BY0786                         *CURRENT SURVEY CONTROL
 BY0786  ___________________________________________________________________
 BY0786* NAD 83(1986)-  31 07 47.     (N)    094 55 49.     (W)     SCALED    
 BY0786* NAVD 88     -        65.20   (+/-2cm)     213.9    (feet)  VERTCON   
 BY0786  ___________________________________________________________________
 BY0786  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BY0786
 BY0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0786
 BY0786.The horizontal coordinates were scaled from a topographic map and have
 BY0786.an estimated accuracy of +/- 6 seconds.
 BY0786
 BY0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0786.The vertical order pertains to the NGVD 29 superseded value.
 BY0786
 BY0786.The geoid height was determined by GEOID03.
 BY0786
 BY0786;                    North         East    Units  Estimated Accuracy
 BY0786;SPC TX C     - 3,174,700.    1,215,050.      MT  (+/- 180 meters Scaled)
 BY0786
 BY0786                          SUPERSEDED SURVEY CONTROL
 BY0786
 BY0786  NGVD 29 (??/??/92)   65.232  (m)          214.02   (f) ADJ UNCH    2 0
 BY0786
 BY0786.Superseded values are not recommended for survey control.
 BY0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0786.See file dsdata.txt to determine how the superseded data were derived.
 BY0786
 BY0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ159455(NAD 83)
 BY0786_MARKER: DB = BENCH MARK DISK
 BY0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0786_STAMPING: S 558 1948
 BY0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0786+STABILITY: SURFACE MOTION
 BY0786
 BY0786  HISTORY     - Date     Condition        Report By
 BY0786  HISTORY     - 1948     MONUMENTED       CGS
 BY0786  HISTORY     - 1965     MARK NOT FOUND   USGS
 BY0786
 BY0786                          STATION DESCRIPTION
 BY0786
 BY0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0786'14.5 MI SE FROM APPLE SPRINGS.
 BY0786'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY0786'LODGE AT APPLE SPRINGS, THENCE 4.5 MILES EAST ALONG A GRADED DIRT
 BY0786'ROAD, THENCE 4.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT A ROAD
 BY0786'JUNCTION, 45.1 FEET NORTH OF THE NORTHEAST END OF A 16-INCH CONCRETE
 BY0786'TILE CULVERT, 44.0 FEET NORTHWEST OF THE CENTER LINE OF DAVY CROCKETT
 BY0786'NATIONAL FOREST HIGHWAY 7, 43.0 FEET NORTHEAST OF THE CENTER LINE OF A
 BY0786'NORTHWEST-SOUTHEAST ROAD, 12.0 FEET EAST OF A 10-INCH OAK TREE, 2.7
 BY0786'FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY0786'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0786
 BY0786                          STATION RECOVERY (1965)
 BY0786
 BY0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BY0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0774 ***********************************************************************
 BY0774  DESIGNATION -  S 559
 BY0774  PID         -  BY0774
 BY0774  STATE/COUNTY-  TX/ANGELINA
 BY0774  USGS QUAD   -  DIBOLL (1980)
 BY0774
 BY0774                         *CURRENT SURVEY CONTROL
 BY0774  ___________________________________________________________________
 BY0774* NAD 83(1986)-  31 14 42.     (N)    094 51 10.     (W)     SCALED    
 BY0774* NAVD 88     -        53.50   (+/-2cm)     175.5    (feet)  VERTCON   
 BY0774  ___________________________________________________________________
 BY0774  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BY0774
 BY0774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0774
 BY0774.The horizontal coordinates were scaled from a topographic map and have
 BY0774.an estimated accuracy of +/- 6 seconds.
 BY0774
 BY0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0774.The vertical order pertains to the NGVD 29 superseded value.
 BY0774
 BY0774.The geoid height was determined by GEOID03.
 BY0774
 BY0774;                    North         East    Units  Estimated Accuracy
 BY0774;SPC TX C     - 3,187,820.    1,221,810.      MT  (+/- 180 meters Scaled)
 BY0774
 BY0774                          SUPERSEDED SURVEY CONTROL
 BY0774
 BY0774  NGVD 29 (??/??/92)   53.540  (m)          175.66   (f) ADJ UNCH    2 0
 BY0774
 BY0774.Superseded values are not recommended for survey control.
 BY0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0774.See file dsdata.txt to determine how the superseded data were derived.
 BY0774
 BY0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ235582(NAD 83)
 BY0774_MARKER: DB = BENCH MARK DISK
 BY0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0774_STAMPING: S 559 1948
 BY0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0774+STABILITY: SURFACE MOTION
 BY0774
 BY0774  HISTORY     - Date     Condition        Report By
 BY0774  HISTORY     - 1948     MONUMENTED       CGS
 BY0774
 BY0774                          STATION DESCRIPTION
 BY0774
 BY0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0774'6.0 MI NW FROM DIBOLL.
 BY0774'6.0 MILES NORTHWEST ALONG THE TEXAS AND SOUTHEASTERN RAILWAY FROM THE
 BY0774'STATION AT DIBOLL, AT THE SOUTHEAST END OF A LONG DIRT FILL, 65 YARDS
 BY0774'(PACED) NORTHWEST OF THE NORTHWEST END OF A CUT, 97.6 FEET SOUTHEAST
 BY0774'OF THE FIRST POLE SOUTHEAST OF MILEPOST 6 AND IN LINE WITH THE ROW OF
 BY0774'POLES, 48.0 FEET EAST SOUTHEAST OF A 24-INCH PINE TREE, 21.0 FEET
 BY0774'SOUTHWEST OF AND 2.0 FEET LOWER THAN THE SOUTHWEST RAIL OF THE TRACK,
 BY0774'1.8 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BY0774'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0199 ***********************************************************************
 BL0199  DESIGNATION -  S 56
 BL0199  PID         -  BL0199
 BL0199  STATE/COUNTY-  TX/JEFFERSON
 BL0199  USGS QUAD   -  CHINA (1985)
 BL0199
 BL0199                         *CURRENT SURVEY CONTROL
 BL0199  ___________________________________________________________________
 BL0199* NAD 83(1986)-  30 02 53.     (N)    094 20 02.     (W)     SCALED    
 BL0199* NAVD 88     -        13.00   (+/-2cm)      42.7    (feet)  VERTCON   
 BL0199  ___________________________________________________________________
 BL0199  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0199
 BL0199  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0199
 BL0199.The horizontal coordinates were scaled from a topographic map and have
 BL0199.an estimated accuracy of +/- 6 seconds.
 BL0199
 BL0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0199.The vertical order pertains to the NGVD 29 superseded value.
 BL0199
 BL0199.The geoid height was determined by GEOID03.
 BL0199
 BL0199;                    North         East    Units  Estimated Accuracy
 BL0199;SPC TXSC     - 4,254,430.    1,049,850.      MT  (+/- 180 meters Scaled)
 BL0199
 BL0199                          SUPERSEDED SURVEY CONTROL
 BL0199
 BL0199  NGVD 29 (??/??/92)   13.011  (m)           42.69   (f) ADJ UNCH    1 2
 BL0199
 BL0199.Superseded values are not recommended for survey control.
 BL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0199.See file dsdata.txt to determine how the superseded data were derived.
 BL0199
 BL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP714248(NAD 83)
 BL0199_MARKER: DB = BENCH MARK DISK
 BL0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0199_SP_SET: FOUNDATION
 BL0199_STAMPING: S 56 1918 ELEV 42.867 FT
 BL0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0199
 BL0199  HISTORY     - Date     Condition        Report By
 BL0199  HISTORY     - 1918     MONUMENTED       CGS
 BL0199  HISTORY     - 1955     GOOD             NGS
 BL0199  HISTORY     - 1975     MARK NOT FOUND   USGS
 BL0199  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 BL0199  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 BL0199  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0199  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0199  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 BL0199
 BL0199                          STATION DESCRIPTION
 BL0199
 BL0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BL0199'IN CHINA.
 BL0199'AT CHINA, 425 FEET EAST OF THE TEXAS AND NEW ORLEANS RAILROAD STATION
 BL0199'SIGN, 50.9 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AT A LARGE
 BL0199'WAREHOUSE, 101.5 FEET WEST OF THE NORTHEAST CORNER, IN THE NORTH FACE
 BL0199'OF THE CONCRETE FOUNDATION, AND ABOUT 2 FEET HIGHER THAN THE GROUND.
 BL0199'NOTE-- THE CORNER OF THE FOUNDATION HAS CRUMBLED AWAY AND THE MARK HAS
 BL0199'PROBABLY BEEN DESTROYED.
 BL0199
 BL0199                          STATION RECOVERY (1975)
 BL0199
 BL0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BL0199'MARK NOT FOUND.
 BL0199
 BL0199                          STATION RECOVERY (1994)
 BL0199
 BL0199'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0199'MARK NOT FOUND.
 BL0199
 BL0199                          STATION RECOVERY (1999)
 BL0199
 BL0199'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0199'MARK NOT FOUND.
 BL0199
 BL0199                          STATION RECOVERY (2001)
 BL0199
 BL0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0199'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0199
 BL0199                          STATION RECOVERY (2001)
 BL0199
 BL0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0199'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0199
 BL0199                          STATION RECOVERY (2003)
 BL0199
 BL0199'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1544 ***********************************************************************
 AN1544  DESIGNATION -  S 56 USGS
 AN1544  PID         -  AN1544
 AN1544  STATE/COUNTY-  TX/BEE
 AN1544  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1544
 AN1544                         *CURRENT SURVEY CONTROL
 AN1544  ___________________________________________________________________
 AN1544* NAD 83(1986)-  28 25 05.     (N)    097 47 23.     (W)     SCALED    
 AN1544* NAVD 88     -        74.317  (meters)     243.82   (feet)  ADJUSTED  
 AN1544  ___________________________________________________________________
 AN1544  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN1544  DYNAMIC HT  -          74.206 (meters)     243.46  (feet)  COMP
 AN1544  MODELED GRAV-     979,153.7   (mgal)                       NAVD 88
 AN1544
 AN1544  VERT ORDER  -  SECOND    CLASS 0
 AN1544
 AN1544.The horizontal coordinates were scaled from a topographic map and have
 AN1544.an estimated accuracy of +/- 6 seconds.
 AN1544
 AN1544.The orthometric height was determined by differential leveling
 AN1544.and adjusted by the National Geodetic Survey in June 1991..
 AN1544
 AN1544.The geoid height was determined by GEOID03.
 AN1544
 AN1544.The dynamic height is computed by dividing the NAVD 88
 AN1544.geopotential number by the normal gravity value computed on the
 AN1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1544.degrees latitude (g = 980.6199 gals.).
 AN1544
 AN1544.The modeled gravity was interpolated from observed gravity values.
 AN1544
 AN1544;                    North         East    Units  Estimated Accuracy
 AN1544;SPC TXSC     - 4,065,420.      718,580.      MT  (+/- 180 meters Scaled)
 AN1544
 AN1544                          SUPERSEDED SURVEY CONTROL
 AN1544
 AN1544  NGVD 29 (??/??/92)   74.305  (m)          243.78   (f) ADJ UNCH    2 0
 AN1544
 AN1544.Superseded values are not recommended for survey control.
 AN1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1544.See file dsdata.txt to determine how the superseded data were derived.
 AN1544
 AN1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS185441(NAD 83)
 AN1544_MARKER: DD = SURVEY DISK
 AN1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1544_STAMPING: 243.83 S 56 1924
 AN1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1544+STABILITY: SURFACE MOTION
 AN1544
 AN1544  HISTORY     - Date     Condition        Report By
 AN1544  HISTORY     - 1924     MONUMENTED       USGS
 AN1544  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1544  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1544  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1544
 AN1544                          STATION DESCRIPTION
 AN1544
 AN1544'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1544'3.4 MI W FROM BEEVILLE.
 AN1544'3.4 MILES WEST ALONG THE ROAD LEADING TO CADIZ FROM BEEVILLE, BEE
 AN1544'COUNTY, AT THE SOUTHEAST CORNER OF A ROAD JUNCTION, AND 3 FEET SOUTH
 AN1544'OF THE CORNER FENCE POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 AN1544'DISK, STAMPED 243.83 S 56 1924 AND SET IN THE TOP OF A CONCRETE POST.
 AN1544
 AN1544                          STATION RECOVERY (1981)
 AN1544
 AN1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1544'SEARCHED FOR, NOT RECOVERED.
 AN1544
 AN1544                          STATION RECOVERY (1996)
 AN1544
 AN1544'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1538 ***********************************************************************
 BY1538  DESIGNATION -  S 560
 BY1538  PID         -  BY1538
 BY1538  STATE/COUNTY-  TX/TRINITY
 BY1538  USGS QUAD   -  PENNINGTON (1963)
 BY1538
 BY1538                         *CURRENT SURVEY CONTROL
 BY1538  ___________________________________________________________________
 BY1538* NAD 83(1986)-  31 11 52.     (N)    095 08 23.     (W)     SCALED    
 BY1538* NAVD 88     -        92.89   (+/-2cm)     304.8    (feet)  VERTCON   
 BY1538  ___________________________________________________________________
 BY1538  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BY1538
 BY1538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1538
 BY1538.The horizontal coordinates were scaled from a topographic map and have
 BY1538.an estimated accuracy of +/- 6 seconds.
 BY1538
 BY1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1538.The vertical order pertains to the NGVD 29 superseded value.
 BY1538
 BY1538.The geoid height was determined by GEOID03.
 BY1538
 BY1538;                    North         East    Units  Estimated Accuracy
 BY1538;SPC TX C     - 3,181,280.    1,194,750.      MT  (+/- 180 meters Scaled)
 BY1538
 BY1538                          SUPERSEDED SURVEY CONTROL
 BY1538
 BY1538  NGVD 29 (??/??/92)   92.913  (m)          304.83   (f) ADJ UNCH    2 0
 BY1538
 BY1538.Superseded values are not recommended for survey control.
 BY1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1538.See file dsdata.txt to determine how the superseded data were derived.
 BY1538
 BY1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ961534(NAD 83)
 BY1538_MARKER: DB = BENCH MARK DISK
 BY1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1538_STAMPING: S 560 1948
 BY1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1538+STABILITY: SURFACE MOTION
 BY1538
 BY1538  HISTORY     - Date     Condition        Report By
 BY1538  HISTORY     - 1948     MONUMENTED       CGS
 BY1538
 BY1538                          STATION DESCRIPTION
 BY1538
 BY1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1538'5.85 MI E FROM PENNINGTON.
 BY1538'5.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1538'PENNINGTON, 123.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 24-FOOT
 BY1538'WOODEN BRIDGE, 44.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.3 FEET
 BY1538'SOUTH OF A 9-INCH OAK TREE, 1.4 FEET WEST OF A REFERENCE POST, SET IN
 BY1538'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1008 ***********************************************************************
 FL1008  DESIGNATION -  S 561
 FL1008  PID         -  FL1008
 FL1008  STATE/COUNTY-  TX/ARMSTRONG
 FL1008  USGS QUAD   -  CLAUDE SW (1983)
 FL1008
 FL1008                         *CURRENT SURVEY CONTROL
 FL1008  ___________________________________________________________________
 FL1008* NAD 83(1986)-  35 06 16.     (N)    101 27 07.     (W)     SCALED    
 FL1008* NAVD 88     -      1048.682  (meters)    3440.55   (feet)  ADJUSTED  
 FL1008  ___________________________________________________________________
 FL1008  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1008  DYNAMIC HT  -        1047.437 (meters)    3436.47  (feet)  COMP
 FL1008  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 FL1008
 FL1008  VERT ORDER  -  SECOND    CLASS 0
 FL1008
 FL1008.The horizontal coordinates were scaled from a topographic map and have
 FL1008.an estimated accuracy of +/- 6 seconds.
 FL1008
 FL1008.The orthometric height was determined by differential leveling
 FL1008.and adjusted by the National Geodetic Survey in June 1991..
 FL1008
 FL1008.The geoid height was determined by GEOID03.
 FL1008
 FL1008.The dynamic height is computed by dividing the NAVD 88
 FL1008.geopotential number by the normal gravity value computed on the
 FL1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1008.degrees latitude (g = 980.6199 gals.).
 FL1008
 FL1008.The modeled gravity was interpolated from observed gravity values.
 FL1008
 FL1008;                    North         East    Units  Estimated Accuracy
 FL1008;SPC TX N     - 1,122,530.      204,380.      MT  (+/- 180 meters Scaled)
 FL1008
 FL1008                          SUPERSEDED SURVEY CONTROL
 FL1008
 FL1008  NGVD 29 (??/??/92) 1048.20   (m)         3439.0    (f) COMPUTED    2 0
 FL1008
 FL1008.Superseded values are not recommended for survey control.
 FL1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1008.See file dsdata.txt to determine how the superseded data were derived.
 FL1008
 FL1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD765873(NAD 83)
 FL1008_MARKER: DB = BENCH MARK DISK
 FL1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1008_STAMPING: S 561 1935
 FL1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1008+STABILITY: SURFACE MOTION
 FL1008
 FL1008  HISTORY     - Date     Condition        Report By
 FL1008  HISTORY     - 1935     MONUMENTED       CGS
 FL1008  HISTORY     - 1954     MARK NOT FOUND   NGS
 FL1008
 FL1008                          STATION DESCRIPTION
 FL1008
 FL1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FL1008'5.4 MI W FROM CLAUDE.
 FL1008'ALONG GRADED ROAD BETWEEN ZITA AND CLAUDE.  TO REACH BENCH MARK FROM
 FL1008'COURT HOUSR GO 0.4 MILES SOUTH ALONG CITY STREET, AND THEN 5.0 MILES
 FL1008'WEST ALONG GRADED ROAD.  THE BENCH MARK IS SET AT THE SECTION CORNER
 FL1008'AND AT THE CROSS ROADS.  ABOUT 25 MILE SOUTH OF W.H. KILLEBREW RANCH
 FL1008'HOUSE, 69 FEET NORTH OF CENTER LINE OF EAST AND WEST ROAD, 38 FEET
 FL1008'NORTH OF FENCE CORNER, 3.2 FEET EAST OF EAST RIGHT OF WAY FENCE, WHICH
 FL1008'RUNS NORTH AND SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0460 ***********************************************************************
 EN0460  DESIGNATION -  S 562
 EN0460  PID         -  EN0460
 EN0460  STATE/COUNTY-  TX/RANDALL
 EN0460  USGS QUAD   -  NANCE RANCH (1984)
 EN0460
 EN0460                         *CURRENT SURVEY CONTROL
 EN0460  ___________________________________________________________________
 EN0460* NAD 83(1986)-  34 59 08.     (N)    101 46 34.     (W)     SCALED    
 EN0460* NAVD 88     -      1091.922  (meters)    3582.41   (feet)  ADJUSTED  
 EN0460  ___________________________________________________________________
 EN0460  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EN0460  DYNAMIC HT  -        1090.603 (meters)    3578.09  (feet)  COMP
 EN0460  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 EN0460
 EN0460  VERT ORDER  -  SECOND    CLASS 0
 EN0460
 EN0460.The horizontal coordinates were scaled from a topographic map and have
 EN0460.an estimated accuracy of +/- 6 seconds.
 EN0460
 EN0460.The orthometric height was determined by differential leveling
 EN0460.and adjusted by the National Geodetic Survey in June 1991..
 EN0460
 EN0460.The geoid height was determined by GEOID03.
 EN0460
 EN0460.The dynamic height is computed by dividing the NAVD 88
 EN0460.geopotential number by the normal gravity value computed on the
 EN0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0460.degrees latitude (g = 980.6199 gals.).
 EN0460
 EN0460.The modeled gravity was interpolated from observed gravity values.
 EN0460
 EN0460;                    North         East    Units  Estimated Accuracy
 EN0460;SPC TX N     - 1,109,370.      174,790.      MT  (+/- 180 meters Scaled)
 EN0460
 EN0460                          SUPERSEDED SURVEY CONTROL
 EN0460
 EN0460  NGVD 29 (??/??/92) 1091.448  (m)         3580.86   (f) ADJ UNCH    2 0
 EN0460
 EN0460.Superseded values are not recommended for survey control.
 EN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0460.See file dsdata.txt to determine how the superseded data were derived.
 EN0460
 EN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD465749(NAD 83)
 EN0460_MARKER: DB = BENCH MARK DISK
 EN0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0460_STAMPING: S 562 1935
 EN0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0460+STABILITY: SURFACE MOTION
 EN0460
 EN0460  HISTORY     - Date     Condition        Report By
 EN0460  HISTORY     - 1935     MONUMENTED       CGS
 EN0460  HISTORY     - 1943     GOOD             NGS
 EN0460  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0460
 EN0460                          STATION DESCRIPTION
 EN0460
 EN0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0460'8.7 MI E FROM CANYON.
 EN0460'8.7 MILES EAST ALONG PALO DURO DRIVE (STATE HIGHWAY 217) FROM THE
 EN0460'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, 0.5 MILE SOUTH OF THE
 EN0460'W.C. ROSE RANCH HOUSE, AT A ROAD INTERSECTION, 51 FEET NORTH OF THE
 EN0460'CENTERLINE OF THE HIGHWAY, 66 FEET WEST OF A MAIL BOX, AND 1.1 FEET
 EN0460'NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED S 562 1935
 EN0460'AND SET IN THE TOP OF A CONCRETE POST.
 EN0460
 EN0460                          STATION RECOVERY (1980)
 EN0460
 EN0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0250 ***********************************************************************
 EN0250  DESIGNATION -  S 563
 EN0250  PID         -  EN0250
 EN0250  STATE/COUNTY-  TX/ARMSTRONG
 EN0250  USGS QUAD   -  LUTTRELL SPRINGS NE (1963)
 EN0250
 EN0250                         *CURRENT SURVEY CONTROL
 EN0250  ___________________________________________________________________
 EN0250* NAD 83(1986)-  34 58 23.     (N)    101 21 43.     (W)     SCALED    
 EN0250* NAVD 88     -      1033.404  (meters)    3390.43   (feet)  ADJUSTED  
 EN0250  ___________________________________________________________________
 EN0250  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EN0250  DYNAMIC HT  -        1032.170 (meters)    3386.38  (feet)  COMP
 EN0250  MODELED GRAV-     979,405.3   (mgal)                       NAVD 88
 EN0250
 EN0250  VERT ORDER  -  SECOND    CLASS 0
 EN0250
 EN0250.The horizontal coordinates were scaled from a topographic map and have
 EN0250.an estimated accuracy of +/- 6 seconds.
 EN0250
 EN0250.The orthometric height was determined by differential leveling
 EN0250.and adjusted by the National Geodetic Survey in June 1991..
 EN0250
 EN0250.The geoid height was determined by GEOID03.
 EN0250
 EN0250.The dynamic height is computed by dividing the NAVD 88
 EN0250.geopotential number by the normal gravity value computed on the
 EN0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0250.degrees latitude (g = 980.6199 gals.).
 EN0250
 EN0250.The modeled gravity was interpolated from observed gravity values.
 EN0250
 EN0250;                    North         East    Units  Estimated Accuracy
 EN0250;SPC TX N     - 1,107,960.      212,610.      MT  (+/- 180 meters Scaled)
 EN0250
 EN0250                          SUPERSEDED SURVEY CONTROL
 EN0250
 EN0250  NGVD 29 (??/??/92) 1032.94   (m)         3388.9    (f) COMPUTED    2 0
 EN0250
 EN0250.Superseded values are not recommended for survey control.
 EN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0250.See file dsdata.txt to determine how the superseded data were derived.
 EN0250
 EN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD843726(NAD 83)
 EN0250_MARKER: DB = BENCH MARK DISK
 EN0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0250_STAMPING: S-563 1935
 EN0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0250+STABILITY: SURFACE MOTION
 EN0250
 EN0250  HISTORY     - Date     Condition        Report By
 EN0250  HISTORY     - 1935     MONUMENTED       CGS
 EN0250  HISTORY     - 1959     MARK NOT FOUND   NGS
 EN0250
 EN0250                          STATION DESCRIPTION
 EN0250
 EN0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0250'9.4 MI S FROM CLAUDE.
 EN0250'ALONG GRADED ROAD BETWEEN CLAUDE AND LAKEVIEW SCHOOL.  TO REACH BENCH
 EN0250'MARK FROM COURTHOUSE GO 9.4 MILES SOUTH OF CLAUDE ALONG GRADED ROAD TO
 EN0250'LAKEVIEW SCHOOL.  MARK IS LOCATED IN NORTH EAST CORNER OF LAKEVIEW
 EN0250'SCHOOL YARD AT GRADED CROSS ROADS, APPROXIMATELY 118 FEET WEST OF ROAD
 EN0250'INTERSECTION, 93 FEET WEST OF FENCE CORNER, 35 FEET SOUTH OF CENTER
 EN0250'LINE OF EAST AND WEST ROAD, 31 FEET NORTH OF NORTH EAST CORNER OF
 EN0250'SCHOOL, 1.8 FEET SOUTH OF FENCE.
 EN0250
 EN0250                          STATION RECOVERY (1959)
 EN0250
 EN0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EN0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1178 ***********************************************************************
 AY1178  DESIGNATION -  S 564
 AY1178  PID         -  AY1178
 AY1178  STATE/COUNTY-  TX/BANDERA
 AY1178  USGS QUAD   -  TARPLEY (1964)
 AY1178
 AY1178                         *CURRENT SURVEY CONTROL
 AY1178  ___________________________________________________________________
 AY1178* NAD 83(1986)-  29 39 48.     (N)    099 19 44.     (W)     SCALED    
 AY1178* NAVD 88     -       425.223  (meters)    1395.09   (feet)  ADJUSTED  
 AY1178  ___________________________________________________________________
 AY1178  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AY1178  DYNAMIC HT  -         424.600 (meters)    1393.04  (feet)  COMP
 AY1178  MODELED GRAV-     979,163.9   (mgal)                       NAVD 88
 AY1178
 AY1178  VERT ORDER  -  SECOND    CLASS 0
 AY1178
 AY1178.The horizontal coordinates were scaled from a topographic map and have
 AY1178.an estimated accuracy of +/- 6 seconds.
 AY1178
 AY1178.The orthometric height was determined by differential leveling
 AY1178.and adjusted by the National Geodetic Survey in June 1991..
 AY1178
 AY1178.The geoid height was determined by GEOID03.
 AY1178
 AY1178.The dynamic height is computed by dividing the NAVD 88
 AY1178.geopotential number by the normal gravity value computed on the
 AY1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1178.degrees latitude (g = 980.6199 gals.).
 AY1178
 AY1178.The modeled gravity was interpolated from observed gravity values.
 AY1178
 AY1178;                    North         East    Units  Estimated Accuracy
 AY1178;SPC TXSC     - 4,202,860.      568,160.      MT  (+/- 180 meters Scaled)
 AY1178
 AY1178                          SUPERSEDED SURVEY CONTROL
 AY1178
 AY1178  NGVD 29 (??/??/92)  425.090  (m)         1394.65   (f) ADJ UNCH    2 0
 AY1178
 AY1178.Superseded values are not recommended for survey control.
 AY1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1178.See file dsdata.txt to determine how the superseded data were derived.
 AY1178
 AY1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT681815(NAD 83)
 AY1178_MARKER: DB = BENCH MARK DISK
 AY1178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1178_SP_SET: BRIDGE
 AY1178_STAMPING: S 564 1953
 AY1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1178
 AY1178  HISTORY     - Date     Condition        Report By
 AY1178  HISTORY     - 1953     MONUMENTED       CGS
 AY1178  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1178
 AY1178                          STATION DESCRIPTION
 AY1178
 AY1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1178'3.65 MI SW FROM TARPLEY.
 AY1178'3.65 MILES SOUTHWEST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1178'TARPLEY, 12 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, SET IN
 AY1178'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A 50 FOOT
 AY1178'CONCRETE AND ROCK BRIDGE OVER A DRY CREEK.
 AY1178
 AY1178                          STATION RECOVERY (1993)
 AY1178
 AY1178'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0070 ***********************************************************************
 EO0070  DESIGNATION -  S 566
 EO0070  PID         -  EO0070
 EO0070  STATE/COUNTY-  TX/RANDALL
 EO0070  USGS QUAD   -  UMBARGER (1984)
 EO0070
 EO0070                         *CURRENT SURVEY CONTROL
 EO0070  ___________________________________________________________________
 EO0070* NAD 83(1986)-  34 54 45.     (N)    102 06 52.     (W)     SCALED    
 EO0070* NAVD 88     -      1123.593  (meters)    3686.32   (feet)  ADJUSTED  
 EO0070  ___________________________________________________________________
 EO0070  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 EO0070  DYNAMIC HT  -        1122.210 (meters)    3681.78  (feet)  COMP
 EO0070  MODELED GRAV-     979,365.4   (mgal)                       NAVD 88
 EO0070
 EO0070  VERT ORDER  -  SECOND    CLASS 0
 EO0070
 EO0070.The horizontal coordinates were scaled from a topographic map and have
 EO0070.an estimated accuracy of +/- 6 seconds.
 EO0070
 EO0070.The orthometric height was determined by differential leveling
 EO0070.and adjusted by the National Geodetic Survey in June 1991..
 EO0070
 EO0070.The geoid height was determined by GEOID03.
 EO0070
 EO0070.The dynamic height is computed by dividing the NAVD 88
 EO0070.geopotential number by the normal gravity value computed on the
 EO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0070.degrees latitude (g = 980.6199 gals.).
 EO0070
 EO0070.The modeled gravity was interpolated from observed gravity values.
 EO0070
 EO0070;                    North         East    Units  Estimated Accuracy
 EO0070;SPC TX N     - 1,101,410.      143,850.      MT  (+/- 180 meters Scaled)
 EO0070
 EO0070                          SUPERSEDED SURVEY CONTROL
 EO0070
 EO0070  NGVD 29 (??/??/92) 1123.075  (m)         3684.62   (f) ADJ UNCH    2 0
 EO0070
 EO0070.Superseded values are not recommended for survey control.
 EO0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0070.See file dsdata.txt to determine how the superseded data were derived.
 EO0070
 EO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU636671(NAD 83)
 EO0070_MARKER: DB = BENCH MARK DISK
 EO0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0070_STAMPING: S-566 1935
 EO0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0070+STABILITY: SURFACE MOTION
 EO0070
 EO0070  HISTORY     - Date     Condition        Report By
 EO0070  HISTORY     - 1935     MONUMENTED       CGS
 EO0070  HISTORY     - 1961     MARK NOT FOUND   USGS
 EO0070
 EO0070                          STATION DESCRIPTION
 EO0070
 EO0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0070'3.29 MI SW FROM UMBARGER.
 EO0070'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM POSTOFFICE GO 0.7 MILES
 EO0070'SOUTHWEST ALONG STATE HIGHWAY NUMBER 33, AND THEN 2.59 MILES SOUTH ON
 EO0070'GRADED ROAD.  THE BENCH MARK IS LOCATED 0.4 MILES NORTH OF RIVER, AT
 EO0070'THE ROAD JUNCTION.  ABOUT 36.5 FEET SOUTH OF CENTER LINE OF ROAD FROM
 EO0070'EAST EXTENDED WEST, 27.5 FEET WEST OF CENTER LINE OF NORTH AND SOUTH
 EO0070'ROAD, AND 2.4 FEET WEST OF RIGHT OF WAY FENCE.  NOTE-- RDS HAVE BEEN
 EO0070'CHANGED.
 EO0070
 EO0070                          STATION RECOVERY (1961)
 EO0070
 EO0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0507 ***********************************************************************
 EN0507  DESIGNATION -  S 567 RESET 1958
 EN0507  PID         -  EN0507
 EN0507  STATE/COUNTY-  TX/RANDALL
 EN0507  USGS QUAD   -  NANCE RANCH (1984)
 EN0507
 EN0507                         *CURRENT SURVEY CONTROL
 EN0507  ___________________________________________________________________
 EN0507* NAD 83(1986)-  34 55 13.     (N)    101 50 51.     (W)     SCALED    
 EN0507* NAVD 88     -      1122.94   (+/-2cm)    3684.2    (feet)  VERTCON   
 EN0507  ___________________________________________________________________
 EN0507  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EN0507
 EN0507  VERT ORDER  -  THIRD (See Below)
 EN0507
 EN0507.The horizontal coordinates were scaled from a topographic map and have
 EN0507.an estimated accuracy of +/- 6 seconds.
 EN0507
 EN0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0507.The vertical order pertains to the NGVD 29 superseded value.
 EN0507
 EN0507.The geoid height was determined by GEOID03.
 EN0507
 EN0507;                    North         East    Units  Estimated Accuracy
 EN0507;SPC TX N     - 1,102,150.      168,250.      MT  (+/- 180 meters Scaled)
 EN0507
 EN0507                          SUPERSEDED SURVEY CONTROL
 EN0507
 EN0507  NGVD 29 (??/??/??) 1122.48   (m)         3682.7    (f) RESET       3  
 EN0507
 EN0507.Superseded values are not recommended for survey control.
 EN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0507.See file dsdata.txt to determine how the superseded data were derived.
 EN0507
 EN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD398679(NAD 83)
 EN0507_MARKER: DB = BENCH MARK DISK
 EN0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0507_STAMPING: S 567 RESET 1958
 EN0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0507+STABILITY: SURFACE MOTION
 EN0507
 EN0507  HISTORY     - Date     Condition        Report By
 EN0507  HISTORY     - 1958     MONUMENTED       CGS
 EN0507
 EN0507                          STATION DESCRIPTION
 EN0507
 EN0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EN0507'8.5 MI SE FROM CANYON.
 EN0507'ABOUT 4.6 MILES EAST OF THE COUNTY COURT HOUSE IN CANYON, ALONG STATE
 EN0507'HIGHWAY NO. 217, THENCE 3.9 MILES SOUTH ALONG F.M. HIGHWAY 1541, AT
 EN0507'THE TOP OF A PASTURE DIVIDE, ABOUT 18 INCHES WEST OF THE WEST
 EN0507'RIGHT-OF-WAY LINE OF THE HIGHWAY.  A STANDARD DISK STAMPED S 567 RESET
 EN0507'1958 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0228 ***********************************************************************
 EN0228  DESIGNATION -  S 568
 EN0228  PID         -  EN0228
 EN0228  STATE/COUNTY-  TX/ARMSTRONG
 EN0228  USGS QUAD   -  LUTTRELL SPRINGS NE (1963)
 EN0228
 EN0228                         *CURRENT SURVEY CONTROL
 EN0228  ___________________________________________________________________
 EN0228* NAD 83(1986)-  34 58 43.     (N)    101 21 43.     (W)     SCALED    
 EN0228* NAVD 88     -      1034.115  (meters)    3392.76   (feet)  ADJUSTED  
 EN0228  ___________________________________________________________________
 EN0228  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EN0228  DYNAMIC HT  -        1032.881 (meters)    3388.71  (feet)  COMP
 EN0228  MODELED GRAV-     979,405.8   (mgal)                       NAVD 88
 EN0228
 EN0228  VERT ORDER  -  SECOND    CLASS 0
 EN0228
 EN0228.The horizontal coordinates were scaled from a topographic map and have
 EN0228.an estimated accuracy of +/- 6 seconds.
 EN0228
 EN0228.The orthometric height was determined by differential leveling
 EN0228.and adjusted by the National Geodetic Survey in June 1991..
 EN0228
 EN0228.The geoid height was determined by GEOID03.
 EN0228
 EN0228.The dynamic height is computed by dividing the NAVD 88
 EN0228.geopotential number by the normal gravity value computed on the
 EN0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0228.degrees latitude (g = 980.6199 gals.).
 EN0228
 EN0228.The modeled gravity was interpolated from observed gravity values.
 EN0228
 EN0228;                    North         East    Units  Estimated Accuracy
 EN0228;SPC TX N     - 1,108,570.      212,610.      MT  (+/- 180 meters Scaled)
 EN0228
 EN0228                          SUPERSEDED SURVEY CONTROL
 EN0228
 EN0228  NGVD 29 (??/??/92) 1033.646  (m)         3391.22   (f) ADJ UNCH    2 0
 EN0228
 EN0228.Superseded values are not recommended for survey control.
 EN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0228.See file dsdata.txt to determine how the superseded data were derived.
 EN0228
 EN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD843732(NAD 83)
 EN0228_MARKER: DB = BENCH MARK DISK
 EN0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0228_STAMPING: S 568 1935
 EN0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0228+STABILITY: SURFACE MOTION
 EN0228
 EN0228  HISTORY     - Date     Condition        Report By
 EN0228  HISTORY     - 1935     MONUMENTED       CGS
 EN0228
 EN0228                          STATION DESCRIPTION
 EN0228
 EN0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0228'8.9 MI S FROM CLAUDE.
 EN0228'0.5 MILE SOUTHWEST ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 EN0228'CLAUDE, ARMSTRONG COUNTY, THENCE 8.4 MILES SOUTH ALONG THE HAPPY ROAD.
 EN0228'0.4 MILE SOUTH OF THE THOMPSON SERVICE STATION, 0.2 MILE NORTH OF
 EN0228'LAKEVIEW SCHOOL DISTRICT NO. 3, AND 35 FEET WEST OF THE CENTERLINE OF
 EN0228'THE ROAD.  A STANDARD DISK, STAMPED S 568 1935 AND SET IN THE TOP OF A
 EN0228'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0556 ***********************************************************************
 EN0556  DESIGNATION -  S 569
 EN0556  PID         -  EN0556
 EN0556  STATE/COUNTY-  TX/SWISHER
 EN0556  USGS QUAD   -  TULE LAKE NW (1969)
 EN0556
 EN0556                         *CURRENT SURVEY CONTROL
 EN0556  ___________________________________________________________________
 EN0556* NAD 83(1986)-  34 42 19.     (N)    101 41 08.     (W)     SCALED    
 EN0556* NAVD 88     -      1062.066  (meters)    3484.46   (feet)  ADJUSTED  
 EN0556  ___________________________________________________________________
 EN0556  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EN0556  DYNAMIC HT  -        1060.758 (meters)    3480.17  (feet)  COMP
 EN0556  MODELED GRAV-     979,367.1   (mgal)                       NAVD 88
 EN0556
 EN0556  VERT ORDER  -  SECOND    CLASS 0
 EN0556
 EN0556.The horizontal coordinates were scaled from a topographic map and have
 EN0556.an estimated accuracy of +/- 6 seconds.
 EN0556
 EN0556.The orthometric height was determined by differential leveling
 EN0556.and adjusted by the National Geodetic Survey in June 1991..
 EN0556
 EN0556.The geoid height was determined by GEOID03.
 EN0556
 EN0556.The dynamic height is computed by dividing the NAVD 88
 EN0556.geopotential number by the normal gravity value computed on the
 EN0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0556.degrees latitude (g = 980.6199 gals.).
 EN0556
 EN0556.The modeled gravity was interpolated from observed gravity values.
 EN0556
 EN0556;                    North         East    Units  Estimated Accuracy
 EN0556;SPC TX N     - 1,078,260.      183,000.      MT  (+/- 180 meters Scaled)
 EN0556
 EN0556                          SUPERSEDED SURVEY CONTROL
 EN0556
 EN0556  NGVD 29 (??/??/92) 1061.627  (m)         3483.02   (f) ADJ UNCH    2 0
 EN0556
 EN0556.Superseded values are not recommended for survey control.
 EN0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0556.See file dsdata.txt to determine how the superseded data were derived.
 EN0556
 EN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD540436(NAD 83)
 EN0556_MARKER: DB = BENCH MARK DISK
 EN0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0556_STAMPING: S 569 1935
 EN0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0556+STABILITY: SURFACE MOTION
 EN0556
 EN0556  HISTORY     - Date     Condition        Report By
 EN0556  HISTORY     - 1935     MONUMENTED       CGS
 EN0556  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0556
 EN0556                          STATION DESCRIPTION
 EN0556
 EN0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0556'11.8 MI E FROM HAPPY.
 EN0556'11.8 MILES EAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0556'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0556'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 4.9 MILES
 EN0556'EAST TO A DRY LAKE BED, AND THENCE ALONG ROADS 0.1 MILE NORTHEAST, 0.7
 EN0556'MILE SOUTH, AND 0.1 MILE EAST.  IT IS 0.5 MILE EAST OF THE M.E. EVANS
 EN0556'RANCH HOUSE, 0.3 MILE WEST OF A ROAD LEADING NORTH TO A RANCH, NORTH
 EN0556'OF AN EAST-AND-WEST FENCE, AND 41 FEET NORTH OF THE CENTERLINE OF THE
 EN0556'ROAD.  A STANDARD DISK, STAMPED S 569 1935 AND SET IN THE TOP OF A
 EN0556'CONCRETE POST.
 EN0556
 EN0556                          STATION RECOVERY (1968)
 EN0556
 EN0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0473 ***********************************************************************
 AV0473  DESIGNATION -  S 57
 AV0473  PID         -  AV0473
 AV0473  STATE/COUNTY-  TX/JEFFERSON
 AV0473  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0473
 AV0473                         *CURRENT SURVEY CONTROL
 AV0473  ___________________________________________________________________
 AV0473* NAD 83(1986)-  29 51 31.     (N)    093 58 09.     (W)     SCALED    
 AV0473* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 AV0473  ___________________________________________________________________
 AV0473  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AV0473
 AV0473  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0473
 AV0473.The horizontal coordinates were scaled from a topographic map and have
 AV0473.an estimated accuracy of +/- 6 seconds.
 AV0473
 AV0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0473.The vertical order pertains to the NGVD 29 superseded value.
 AV0473
 AV0473.The geoid height was determined by GEOID03.
 AV0473
 AV0473;                    North         East    Units  Estimated Accuracy
 AV0473;SPC TXSC     - 4,234,910.    1,085,900.      MT  (+/- 180 meters Scaled)
 AV0473
 AV0473                          SUPERSEDED SURVEY CONTROL
 AV0473
 AV0473  NGVD 29 (??/??/??)    1.745  (m)            5.73   (f) ADJUSTED    1 2
 AV0473
 AV0473.Superseded values are not recommended for survey control.
 AV0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0473.See file dsdata.txt to determine how the superseded data were derived.
 AV0473
 AV0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP063035(NAD 83)
 AV0473_MARKER: DB = BENCH MARK DISK
 AV0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0473_SP_SET: BUILDING
 AV0473_STAMPING: S 57 1918 ELEV 6.033 FT. 6.162
 AV0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0473
 AV0473  HISTORY     - Date     Condition        Report By
 AV0473  HISTORY     - 1918     MONUMENTED       CGS
 AV0473  HISTORY     - 1959     GOOD             CGS
 AV0473  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0473  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0473  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0473  HISTORY     - 19970205 MARK NOT FOUND   USPSQD
 AV0473  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0473  HISTORY     - 20020128 MARK NOT FOUND   NGS
 AV0473  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0473
 AV0473                          STATION DESCRIPTION
 AV0473
 AV0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0473'0.45 MI NE FROM WEST PORT ARTHUR.
 AV0473'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND NEW
 AV0473'ORLEANS RAILROAD STATION AT WEST PORT ARTHUR, 78 FEET SOUTHEAST OF THE
 AV0473'CENTERLINE OF THE HIGHWAY, SET VERTICALLY IN THE WEST WALL OF THE
 AV0473'CHILLING PLANT BUILDING AT THE GULF REFINING COMPANY, 49 FEET SOUTH OF
 AV0473'THE CENTER OF GATE 20, 1 FOOT SOUTHWEST OF THE NORTH CORNER, AND ABOUT
 AV0473'3 FEET ABOVE GROUND.
 AV0473
 AV0473                          STATION RECOVERY (1987)
 AV0473
 AV0473'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AV0473'MARK NOT FOUND.
 AV0473
 AV0473                          STATION RECOVERY (1989)
 AV0473
 AV0473'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0473'MARK NOT FOUND.
 AV0473
 AV0473                          STATION RECOVERY (1989)
 AV0473
 AV0473'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0473'MARK NOT FOUND.
 AV0473
 AV0473                          STATION RECOVERY (1997)
 AV0473
 AV0473'RECOVERY NOTE BY US POWER SQUADRON 1997
 AV0473'MARK NOT FOUND.
 AV0473
 AV0473                          STATION RECOVERY (2001)
 AV0473
 AV0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0473'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0473
 AV0473                          STATION RECOVERY (2002)
 AV0473
 AV0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AV0473'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0473
 AV0473                          STATION RECOVERY (2002)
 AV0473
 AV0473'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0349 ***********************************************************************
 AM0349  DESIGNATION -  S 571 RESET 1961
 AM0349  PID         -  AM0349
 AM0349  STATE/COUNTY-  TX/MATAGORDA
 AM0349  USGS QUAD   -  CEDAR LANE (1972)
 AM0349
 AM0349                         *CURRENT SURVEY CONTROL
 AM0349  ___________________________________________________________________
 AM0349* NAD 83(1986)-  28 55 21.     (N)    095 42 03.     (W)     SCALED    
 AM0349* NAVD 88     -         5.35   (+/-2cm)      17.6    (feet)  VERTCON   
 AM0349  ___________________________________________________________________
 AM0349  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AM0349
 AM0349  VERT ORDER  -  THIRD (See Below)
 AM0349
 AM0349.The horizontal coordinates were scaled from a topographic map and have
 AM0349.an estimated accuracy of +/- 6 seconds.
 AM0349
 AM0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0349.The vertical order pertains to the NGVD 29 superseded value.
 AM0349
 AM0349.The geoid height was determined by GEOID03.
 AM0349
 AM0349;                    North         East    Units  Estimated Accuracy
 AM0349;SPC TXSC     - 4,125,250.      921,630.      MT  (+/- 180 meters Scaled)
 AM0349
 AM0349                          SUPERSEDED SURVEY CONTROL
 AM0349
 AM0349  NGVD 29 (??/??/??)    5.38   (m)           17.7    (f) RESET       3  
 AM0349
 AM0349.Superseded values are not recommended for survey control.
 AM0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0349.See file dsdata.txt to determine how the superseded data were derived.
 AM0349
 AM0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN366024(NAD 83)
 AM0349_MARKER: DB = BENCH MARK DISK
 AM0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0349_STAMPING: S 571 RESET 1961
 AM0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0349+STABILITY: SURFACE MOTION
 AM0349
 AM0349  HISTORY     - Date     Condition        Report By
 AM0349  HISTORY     - 1961     MONUMENTED       CGS
 AM0349  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0349
 AM0349                          STATION DESCRIPTION
 AM0349
 AM0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AM0349'2.6 MI SE FROM CEDAR LANE.
 AM0349'ABOUT 2.6 MILES SOUTHEAST FROM CEDAR LANE ALONG F.M. ROAD NO.457,
 AM0349'ABOUT 60 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE EDGE
 AM0349'OF AN OPEN MEADOW, 25 YARDS SOUTH OF A CONCRETE CULVERT, 6 FEET NORTH
 AM0349'OF A POWER POLE AND UNDER THE SOUTHWEST RIGHT-OF-WAY FENCE AND A
 AM0349'WITNESS SIGN.  A STANDARD DISK STAMPED S 571 RESET 1961 IN A CONCRETE
 AM0349'POST WHICH PROJECTS ABOUT 4 INCHES.
 AM0349
 AM0349                          STATION RECOVERY (1996)
 AM0349
 AM0349'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0388 ***********************************************************************
 AM0388  DESIGNATION -  S 572
 AM0388  PID         -  AM0388
 AM0388  STATE/COUNTY-  TX/MATAGORDA
 AM0388  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0388
 AM0388                         *CURRENT SURVEY CONTROL
 AM0388  ___________________________________________________________________
 AM0388* NAD 83(1986)-  28 52 14.     (N)    095 49 19.     (W)     SCALED    
 AM0388* NAVD 88     -         7.91   (+/-2cm)      26.0    (feet)  VERTCON   
 AM0388  ___________________________________________________________________
 AM0388  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0388
 AM0388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0388
 AM0388.The horizontal coordinates were scaled from a topographic map and have
 AM0388.an estimated accuracy of +/- 6 seconds.
 AM0388
 AM0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0388.The vertical order pertains to the NGVD 29 superseded value.
 AM0388
 AM0388.The geoid height was determined by GEOID03.
 AM0388
 AM0388;                    North         East    Units  Estimated Accuracy
 AM0388;SPC TXSC     - 4,119,170.      909,980.      MT  (+/- 180 meters Scaled)
 AM0388
 AM0388                          SUPERSEDED SURVEY CONTROL
 AM0388
 AM0388  NGVD 29 (??/??/92)    7.945  (m)           26.07   (f) ADJ UNCH    2 0
 AM0388
 AM0388.Superseded values are not recommended for survey control.
 AM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0388.See file dsdata.txt to determine how the superseded data were derived.
 AM0388
 AM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM247969(NAD 83)
 AM0388_MARKER: DB = BENCH MARK DISK
 AM0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0388_STAMPING: S 572 1941
 AM0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0388+STABILITY: SURFACE MOTION
 AM0388
 AM0388  HISTORY     - Date     Condition        Report By
 AM0388  HISTORY     - 1941     MONUMENTED       CGS
 AM0388
 AM0388                          STATION DESCRIPTION
 AM0388
 AM0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0388'6.1 MI E FROM WADSWORTH.
 AM0388'6.1 MILES EAST ALONG A SHELL ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0388'RAILWAY STATION AT WADSWORTH, THENCE 2.25 MILES NORTHEAST ALONG THE
 AM0388'CEDAR LANE ROAD.  2.2 MILES SOUTHWEST OF VINE GROVE SCHOOL, AT THE
 AM0388'JUNCTION OF A DIM GRADED ROAD LEADING SOUTH, 87 FEET WEST OF THE
 AM0388'JUNCTION, 44 FEET NORTH OF THE CENTERLINE OF THE CEDAR LANE ROAD, 3
 AM0388'FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE CEDAR
 AM0388'LANE ROAD.  A STANDARD DISK, STAMPED S 572 1941 AND SET IN THE TOP OF
 AM0388'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0232 ***********************************************************************
 AM0232  DESIGNATION -  S 573
 AM0232  PID         -  AM0232
 AM0232  STATE/COUNTY-  TX/BRAZORIA
 AM0232  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0232
 AM0232                         *CURRENT SURVEY CONTROL
 AM0232  ___________________________________________________________________
 AM0232* NAD 83(1986)-  28 56 09.     (N)    095 36 36.     (W)     SCALED    
 AM0232* NAVD 88     -         5.80   (+/-2cm)      19.0    (feet)  VERTCON   
 AM0232  ___________________________________________________________________
 AM0232  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AM0232
 AM0232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0232
 AM0232.The horizontal coordinates were scaled from a topographic map and have
 AM0232.an estimated accuracy of +/- 6 seconds.
 AM0232
 AM0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0232.The vertical order pertains to the NGVD 29 superseded value.
 AM0232
 AM0232.The geoid height was determined by GEOID03.
 AM0232
 AM0232;                    North         East    Units  Estimated Accuracy
 AM0232;SPC TXSC     - 4,126,980.      930,440.      MT  (+/- 180 meters Scaled)
 AM0232
 AM0232                          SUPERSEDED SURVEY CONTROL
 AM0232
 AM0232  NGVD 29 (??/??/92)    5.828  (m)           19.12   (f) ADJ UNCH    2 0
 AM0232
 AM0232.Superseded values are not recommended for survey control.
 AM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0232.See file dsdata.txt to determine how the superseded data were derived.
 AM0232
 AM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN455036(NAD 83)
 AM0232_MARKER: DB = BENCH MARK DISK
 AM0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0232_STAMPING: S 573 1941
 AM0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0232+STABILITY: SURFACE MOTION
 AM0232
 AM0232  HISTORY     - Date     Condition        Report By
 AM0232  HISTORY     - 1941     MONUMENTED       CGS
 AM0232
 AM0232                          STATION DESCRIPTION
 AM0232
 AM0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0232'2.9 MI NE FROM CEDAR LAKE.
 AM0232'IN BRAZORIA COUNTY, 2.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE
 AM0232'POST OFFICE AT CEDAR LAKE, MATAGORDA COUNTY, 0.35 MILE SOUTHWEST OF A
 AM0232'STORE, 168 FEET NORTHEAST OF A WOODEN BRIDGE OVER A CREEK, AT THE
 AM0232'JUNCTION OF A ROAD LEADING NORTHWEST TO SWEENY, 58 FEET NORTH OF THE
 AM0232'CENTERLINE OF THE NORTHEAST-AND-SOUTHWEST ROAD, 39 FEET WEST OF THE
 AM0232'CENTERLINE OF THE ROAD LEADING NORTHWEST, 3.3 FEET NORTHWEST OF A
 AM0232'FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 AM0232'FOOT LOWER THAN THE NORTHEAST-AND-SOUTHWEST ROAD.  A STANDARD DISK,
 AM0232'STAMPED S 573 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AM0232'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0514 ***********************************************************************
 AX0514  DESIGNATION -  S 574
 AX0514  PID         -  AX0514
 AX0514  STATE/COUNTY-  TX/WHARTON
 AX0514  USGS QUAD   -  PIERCE (1980)
 AX0514
 AX0514                         *CURRENT SURVEY CONTROL
 AX0514  ___________________________________________________________________
 AX0514* NAD 83(1986)-  29 08 10.     (N)    096 08 13.     (W)     SCALED    
 AX0514* NAVD 88     -        23.23   (+/-2cm)      76.2    (feet)  VERTCON   
 AX0514  ___________________________________________________________________
 AX0514  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0514
 AX0514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0514
 AX0514.The horizontal coordinates were scaled from a topographic map and have
 AX0514.an estimated accuracy of +/- 6 seconds.
 AX0514
 AX0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0514.The vertical order pertains to the NGVD 29 superseded value.
 AX0514
 AX0514.The geoid height was determined by GEOID03.
 AX0514
 AX0514;                    North         East    Units  Estimated Accuracy
 AX0514;SPC TXSC     - 4,147,790.      878,540.      MT  (+/- 180 meters Scaled)
 AX0514
 AX0514                          SUPERSEDED SURVEY CONTROL
 AX0514
 AX0514  NGVD 29 (??/??/92)   23.237  (m)           76.24   (f) ADJ UNCH    2 0
 AX0514
 AX0514.Superseded values are not recommended for survey control.
 AX0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0514.See file dsdata.txt to determine how the superseded data were derived.
 AX0514
 AX0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT785264(NAD 83)
 AX0514_MARKER: DB = BENCH MARK DISK
 AX0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0514_STAMPING: S 574 1941
 AX0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0514+STABILITY: SURFACE MOTION
 AX0514
 AX0514  HISTORY     - Date     Condition        Report By
 AX0514  HISTORY     - 1941     MONUMENTED       CGS
 AX0514  HISTORY     - 1943     GOOD             NGS
 AX0514
 AX0514                          STATION DESCRIPTION
 AX0514
 AX0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0514'8.5 MI SE FROM PIERCE.
 AX0514'BENCH MARK IS ABOUT 8.5 MILES SOUTHERAST OF PIERCE, ALONG THE
 AX0514'PIERCE-MARKHAM GRAVELED ROAD AND ABOUT 85.0 FEET SOUTHEAST OF THE
 AX0514'INTERSECTION OF ROAD LEADING EASTERLY.  IT IS ABOUT 90.0 FEET
 AX0514'NORTHWEST OF A SMALL WOODEN BRIDGE, 29.0 FEET SOUTHWEST OF AND ABOUT
 AX0514'1.0 FOOT BELOW THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET SOUTHEAST
 AX0514'OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTHWEST OF
 AX0514'RIGHT-OF-WAY FENCE.  A DISK SET IN CONCRETE POST PROJECTING ABOUT 0.6
 AX0514'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0302 ***********************************************************************
 AN0302  DESIGNATION -  S 575
 AN0302  PID         -  AN0302
 AN0302  STATE/COUNTY-  TX/MATAGORDA
 AN0302  USGS QUAD   -  MIDFIELD (1995)
 AN0302
 AN0302                         *CURRENT SURVEY CONTROL
 AN0302  ___________________________________________________________________
 AN0302* NAD 83(1986)-  28 59 42.     (N)    096 12 31.     (W)     SCALED    
 AN0302* NAVD 88     -        17.41   (+/-2cm)      57.1    (feet)  VERTCON   
 AN0302  ___________________________________________________________________
 AN0302  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN0302
 AN0302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0302
 AN0302.The horizontal coordinates were scaled from a topographic map and have
 AN0302.an estimated accuracy of +/- 6 seconds.
 AN0302
 AN0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0302.The vertical order pertains to the NGVD 29 superseded value.
 AN0302
 AN0302.The geoid height was determined by GEOID03.
 AN0302
 AN0302;                    North         East    Units  Estimated Accuracy
 AN0302;SPC TXSC     - 4,131,990.      871,950.      MT  (+/- 180 meters Scaled)
 AN0302
 AN0302                          SUPERSEDED SURVEY CONTROL
 AN0302
 AN0302  NGVD 29 (??/??/92)   17.433  (m)           57.19   (f) ADJ UNCH    2 0
 AN0302
 AN0302.Superseded values are not recommended for survey control.
 AN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0302.See file dsdata.txt to determine how the superseded data were derived.
 AN0302
 AN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT719106(NAD 83)
 AN0302_MARKER: DB = BENCH MARK DISK
 AN0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0302_SP_SET: CULVERT
 AN0302_STAMPING: S 575 1941
 AN0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0302
 AN0302  HISTORY     - Date     Condition        Report By
 AN0302  HISTORY     - 1941     MONUMENTED       CGS
 AN0302
 AN0302                          STATION DESCRIPTION
 AN0302
 AN0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0302'3.9 MI N FROM MIDFIELD.
 AN0302'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF
 AN0302'STATE HIGHWAY 111 AT MIDFIELD, MATAGORDA COUNTY, AT THE JUNCTION OF A
 AN0302'PAVED ROAD LEADING EAST TO MARKHAM, 42 FEET EAST OF THE CENTER LINE OF
 AN0302'THE HIGHWAY, 16.6 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 AN0302'EAST, AT A 4- BY 5-FOOT CONCRETE BOX CULVERT UNDER THE PAVED ROAD, IN
 AN0302'THE TOP OF THE NORTHWEST WING WALL, AND ABOUT 1 FOOT LOWER THAN THE
 AN0302'HIGHWAY.  A STANDARD DISK, STAMPED S 575 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0303 ***********************************************************************
 AN0303  DESIGNATION -  S 575 RESET 1973
 AN0303  PID         -  AN0303
 AN0303  STATE/COUNTY-  TX/MATAGORDA
 AN0303  USGS QUAD   -  MIDFIELD (1995)
 AN0303
 AN0303                         *CURRENT SURVEY CONTROL
 AN0303  ___________________________________________________________________
 AN0303* NAD 83(1986)-  28 59 42.     (N)    096 12 31.     (W)     SCALED    
 AN0303* NAVD 88     -        17.14   (+/-2cm)      56.2    (feet)  VERTCON   
 AN0303  ___________________________________________________________________
 AN0303  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN0303
 AN0303  VERT ORDER  -  THIRD (See Below)
 AN0303
 AN0303.The horizontal coordinates were scaled from a topographic map and have
 AN0303.an estimated accuracy of +/- 6 seconds.
 AN0303
 AN0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0303.The vertical order pertains to the NGVD 29 superseded value.
 AN0303
 AN0303.The geoid height was determined by GEOID03.
 AN0303
 AN0303;                    North         East    Units  Estimated Accuracy
 AN0303;SPC TXSC     - 4,131,990.      871,950.      MT  (+/- 180 meters Scaled)
 AN0303
 AN0303                          SUPERSEDED SURVEY CONTROL
 AN0303
 AN0303  NGVD 29 (01/29/03)   17.17   (m)           56.3    (f) RESET       3  
 AN0303
 AN0303.Superseded values are not recommended for survey control.
 AN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0303.See file dsdata.txt to determine how the superseded data were derived.
 AN0303
 AN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT719106(NAD 83)
 AN0303_MARKER: DB = BENCH MARK DISK
 AN0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN0303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AN0303_STAMPING: S 575 RESET 1973
 AN0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0303
 AN0303  HISTORY     - Date     Condition        Report By
 AN0303  HISTORY     - 1973     MONUMENTED       NGS
 AN0303  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0303
 AN0303                          STATION DESCRIPTION
 AN0303
 AN0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AN0303'4 MI N FROM MIDFIELD.
 AN0303'FROM THE INTERSECTION OF STATE HIGHWAY 71 AND FARM ROAD 111 IN
 AN0303'MIDFIELD, GO NORTH ON STATE HIGHWAY 71 FOR 3.85 MILES TO THE JUNCTION
 AN0303'OF FARM ROAD 1468 ON THE RIGHT AND MARK ON THE RIGHT.  STANDARD BENCH
 AN0303'MARK DISK, BRAZED TO THE TOP OF A 3-INCH IRON PIPE, THAT PROJECTS
 AN0303'ABOUT 4-INCHES AND IS STAMPED S 575 RESET 1973.  IT IS 136 FEET EAST
 AN0303'OF THE CENTER-LINE OF STATE HIGHWAY 71, 80 FEET SOUTH OF THE
 AN0303'CENTER-LINE OF FARM ROAD 1468, 3 FEET SOUTHWEST OF A FENCE-LINE CORNER
 AN0303'POST, 1-FOOT NORTHWEST OF A FENCE-LINE AND 1-FOOT NORTHEAST OF A METAL
 AN0303'WITNESS POST.
 AN0303
 AN0303                          STATION RECOVERY (1991)
 AN0303
 AN0303'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0235 ***********************************************************************
 AN0235  DESIGNATION -  S 576
 AN0235  PID         -  AN0235
 AN0235  STATE/COUNTY-  TX/MATAGORDA
 AN0235  USGS QUAD   -  MARKHAM (1995)
 AN0235
 AN0235                         *CURRENT SURVEY CONTROL
 AN0235  ___________________________________________________________________
 AN0235* NAD 83(1986)-  28 57 08.     (N)    096 03 44.     (W)     SCALED    
 AN0235* NAVD 88     -        15.63   (+/-2cm)      51.3    (feet)  VERTCON   
 AN0235  ___________________________________________________________________
 AN0235  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0235
 AN0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0235
 AN0235.The horizontal coordinates were scaled from a topographic map and have
 AN0235.an estimated accuracy of +/- 6 seconds.
 AN0235
 AN0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0235.The vertical order pertains to the NGVD 29 superseded value.
 AN0235
 AN0235.The geoid height was determined by GEOID03.
 AN0235
 AN0235;                    North         East    Units  Estimated Accuracy
 AN0235;SPC TXSC     - 4,127,600.      886,320.      MT  (+/- 180 meters Scaled)
 AN0235
 AN0235                          SUPERSEDED SURVEY CONTROL
 AN0235
 AN0235  NGVD 29 (??/??/92)   15.66   (m)           51.4    (f) COMPUTED    2 0
 AN0235
 AN0235.Superseded values are not recommended for survey control.
 AN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0235.See file dsdata.txt to determine how the superseded data were derived.
 AN0235
 AN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT863062(NAD 83)
 AN0235_MARKER: DB = BENCH MARK DISK
 AN0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0235_SP_SET: CULVERT
 AN0235_STAMPING: S 576 1941
 AN0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0235
 AN0235  HISTORY     - Date     Condition        Report By
 AN0235  HISTORY     - 1941     MONUMENTED       CGS
 AN0235
 AN0235                          STATION DESCRIPTION
 AN0235
 AN0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0235'0.6 MI S FROM MARKHAM.
 AN0235'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARKHAM--
 AN0235'PROCEED 0.6 MILE SOUTHERLY ALONG PAVED ROAD TO THE SITE OF THE BENCH
 AN0235'MARK.  BENCH MARK IS ABOUT 0.1 MILE WEST OF INTERSECTION OF STATE
 AN0235'HIGHWAY NO. 35, AT THE INTERSECTION OF ROAD TO BUCKEYE WITH THE
 AN0235'HIGHWAY AND 14.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE
 AN0235'OF THE ROAD TO BUCKEYE.  IT IS SET HORIZONTALLY IN THE TOP OF THE
 AN0235'SOUTH WINGWALL AT THE WEST END OF CONCRETE CULVERT UNDER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0236 ***********************************************************************
 AN0236  DESIGNATION -  S 576 RESET 1955
 AN0236  PID         -  AN0236
 AN0236  STATE/COUNTY-  TX/MATAGORDA
 AN0236  USGS QUAD   -  MARKHAM (1995)
 AN0236
 AN0236                         *CURRENT SURVEY CONTROL
 AN0236  ___________________________________________________________________
 AN0236* NAD 83(1986)-  28 57 08.     (N)    096 03 44.     (W)     SCALED    
 AN0236* NAVD 88     -        53.42   (+/-2cm)     175.3    (feet)  VERTCON   
 AN0236  ___________________________________________________________________
 AN0236  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0236
 AN0236  VERT ORDER  -  ? (See Below)
 AN0236
 AN0236.The horizontal coordinates were scaled from a topographic map and have
 AN0236.an estimated accuracy of +/- 6 seconds.
 AN0236
 AN0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0236.The vertical order pertains to the NGVD 29 superseded value.
 AN0236
 AN0236.The geoid height was determined by GEOID03.
 AN0236
 AN0236;                    North         East    Units  Estimated Accuracy
 AN0236;SPC TXSC     - 4,127,600.      886,320.      MT  (+/- 180 meters Scaled)
 AN0236
 AN0236                          SUPERSEDED SURVEY CONTROL
 AN0236
 AN0236  NGVD 29 (??/??/92)   53.454  (m)          175.37   (f) ADJ UNCH    ?  
 AN0236
 AN0236.Superseded values are not recommended for survey control.
 AN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0236.See file dsdata.txt to determine how the superseded data were derived.
 AN0236
 AN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT863062(NAD 83)
 AN0236_MARKER: DB = BENCH MARK DISK
 AN0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0236_SP_SET: CULVERT
 AN0236_STAMPING: S 576 RESET 1955
 AN0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0236
 AN0236  HISTORY     - Date     Condition        Report By
 AN0236  HISTORY     - 1955     MONUMENTED       TXHD
 AN0236  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0236  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0236
 AN0236                          STATION DESCRIPTION
 AN0236
 AN0236'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0236'0.6 MI S FROM MARKHAM.
 AN0236'0.6 MILE SOUTH ALONG FARM-TO-MARKET HIGHWAY 1468 FROM THE TEXAS AND
 AN0236'NEW ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, THENCE 255
 AN0236'FEET EAST ALONG STATE HIGHWAY 35.  AT A CONCRETE CULVERT UNDER STATE
 AN0236'HIGHWAY 35, IN THE TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE
 AN0236'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A
 AN0236'STANDARD DISK, STAMPED S 576 RESET 1955.
 AN0236
 AN0236                          STATION RECOVERY (1991)
 AN0236
 AN0236'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0236'MARK NOT FOUND.
 AN0236
 AN0236                          STATION RECOVERY (1999)
 AN0236
 AN0236'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0566 ***********************************************************************
 AX0566  DESIGNATION -  S 577
 AX0566  PID         -  AX0566
 AX0566  STATE/COUNTY-  TX/WHARTON
 AX0566  USGS QUAD   -  LOUISE (1981)
 AX0566
 AX0566                         *CURRENT SURVEY CONTROL
 AX0566  ___________________________________________________________________
 AX0566* NAD 83(1986)-  29 04 15.     (N)    096 25 02.     (W)     SCALED    
 AX0566* NAVD 88     -        20.06   (+/-2cm)      65.8    (feet)  VERTCON   
 AX0566  ___________________________________________________________________
 AX0566  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0566
 AX0566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0566
 AX0566.The horizontal coordinates were scaled from a topographic map and have
 AX0566.an estimated accuracy of +/- 6 seconds.
 AX0566
 AX0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0566.The vertical order pertains to the NGVD 29 superseded value.
 AX0566
 AX0566.The geoid height was determined by GEOID03.
 AX0566
 AX0566;                    North         East    Units  Estimated Accuracy
 AX0566;SPC TXSC     - 4,139,930.      851,440.      MT  (+/- 180 meters Scaled)
 AX0566
 AX0566                          SUPERSEDED SURVEY CONTROL
 AX0566
 AX0566  NGVD 29 (??/??/92)   20.074  (m)           65.86   (f) ADJ UNCH    2 0
 AX0566
 AX0566.Superseded values are not recommended for survey control.
 AX0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0566.See file dsdata.txt to determine how the superseded data were derived.
 AX0566
 AX0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT514185(NAD 83)
 AX0566_MARKER: DB = BENCH MARK DISK
 AX0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0566_SP_SET: PILING
 AX0566_STAMPING: S-577 1942
 AX0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0566
 AX0566  HISTORY     - Date     Condition        Report By
 AX0566  HISTORY     - 1942     MONUMENTED       CGS
 AX0566  HISTORY     - 1964     GOOD             USGS
 AX0566  HISTORY     - 19980725 GOOD             USPSQD
 AX0566
 AX0566                          STATION DESCRIPTION
 AX0566
 AX0566'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX0566'2.6 MI SW FROM LOUISE.
 AX0566'FROM THE POST OFFICE AT LOUISE, 0.9 MI. SOUTH WEST ALONG U.S. HWY. 59.
 AX0566'THENCE SOUTH ALONG FARM ROAD 647 1.7 MI. TO A BRIDGE OVER EAST
 AX0566'PLUSTANG CREEK.  20 FT. NORTH WEST OF THE SOUTH EAST BRIDGE ABUTTMENT
 AX0566'IN A CONCRETE PILING THAT USED TO BE THE SOUTH EAST BRIDGE ABUTTMENT.
 AX0566'15 FT. SOUTH WEST OF THE CL OF THE ROAD.  A STD. TABLET SET IN THE
 AX0566'CONCRETE PILING STAMPED S-577 1942.
 AX0566
 AX0566                          STATION RECOVERY (1998)
 AX0566
 AX0566'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0082 ***********************************************************************
 AN0082  DESIGNATION -  S 579
 AN0082  PID         -  AN0082
 AN0082  STATE/COUNTY-  TX/JACKSON
 AN0082  USGS QUAD   -  FRANCITAS NW (1995)
 AN0082
 AN0082                         *CURRENT SURVEY CONTROL
 AN0082  ___________________________________________________________________
 AN0082* NAD 83(1986)-  28 59 25.     (N)    096 29 41.     (W)     SCALED    
 AN0082* NAVD 88     -        18.05   (+/-2cm)      59.2    (feet)  VERTCON   
 AN0082  ___________________________________________________________________
 AN0082  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0082
 AN0082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0082
 AN0082.The horizontal coordinates were scaled from a topographic map and have
 AN0082.an estimated accuracy of +/- 6 seconds.
 AN0082
 AN0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0082.The vertical order pertains to the NGVD 29 superseded value.
 AN0082
 AN0082.The geoid height was determined by GEOID03.
 AN0082
 AN0082;                    North         East    Units  Estimated Accuracy
 AN0082;SPC TXSC     - 4,130,840.      844,090.      MT  (+/- 180 meters Scaled)
 AN0082
 AN0082                          SUPERSEDED SURVEY CONTROL
 AN0082
 AN0082  NGVD 29 (??/??/92)   18.060  (m)           59.25   (f) ADJ UNCH    2 0
 AN0082
 AN0082.Superseded values are not recommended for survey control.
 AN0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0082.See file dsdata.txt to determine how the superseded data were derived.
 AN0082
 AN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT440094(NAD 83)
 AN0082_MARKER: DB = BENCH MARK DISK
 AN0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0082_STAMPING: S 579 1941
 AN0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0082+STABILITY: SURFACE MOTION
 AN0082
 AN0082  HISTORY     - Date     Condition        Report By
 AN0082  HISTORY     - 1941     MONUMENTED       CGS
 AN0082  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0082  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 AN0082
 AN0082                          STATION DESCRIPTION
 AN0082
 AN0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0082'3.6 MI SE FROM GANADO.
 AN0082'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE CITY WATER
 AN0082'TOWER AT GANADO, JACKSON COUNTY, ABOUT 0.2 MILE NORTH OF A ROAD
 AN0082'INTERSECTION, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 AN0082'NORTH OF A FENCE CORNER, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AN0082'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 AN0082'HIGHWAY.  A STANDARD DISK, STAMPED S 579 1941 AND SET IN THE TOP OF A
 AN0082'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0082
 AN0082                          STATION RECOVERY (1991)
 AN0082
 AN0082'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0435 ***********************************************************************
 AN0435  DESIGNATION -  S 580
 AN0435  PID         -  AN0435
 AN0435  STATE/COUNTY-  TX/CALHOUN
 AN0435  USGS QUAD   -  SEADRIFT (1973)
 AN0435
 AN0435                         *CURRENT SURVEY CONTROL
 AN0435  ___________________________________________________________________
 AN0435* NAD 83(1986)-  28 27 27.     (N)    096 41 53.     (W)     SCALED    
 AN0435* NAVD 88     -         4.58   (+/-2cm)      15.0    (feet)  VERTCON   
 AN0435  ___________________________________________________________________
 AN0435  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN0435
 AN0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0435
 AN0435.The horizontal coordinates were scaled from a topographic map and have
 AN0435.an estimated accuracy of +/- 6 seconds.
 AN0435
 AN0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0435.The vertical order pertains to the NGVD 29 superseded value.
 AN0435
 AN0435.The geoid height was determined by GEOID03.
 AN0435
 AN0435;                    North         East    Units  Estimated Accuracy
 AN0435;SPC TXSC     - 4,071,400.      825,440.      MT  (+/- 180 meters Scaled)
 AN0435
 AN0435                          SUPERSEDED SURVEY CONTROL
 AN0435
 AN0435  NGVD 29 (??/??/92)    4.70   (m)           15.4    (f) COMPUTED    2 0
 AN0435
 AN0435.Superseded values are not recommended for survey control.
 AN0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0435.See file dsdata.txt to determine how the superseded data were derived.
 AN0435
 AN0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS254500(NAD 83)
 AN0435_MARKER: DB = BENCH MARK DISK
 AN0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0435_STAMPING: S 580 1942
 AN0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0435+STABILITY: SURFACE MOTION
 AN0435
 AN0435  HISTORY     - Date     Condition        Report By
 AN0435  HISTORY     - 1942     MONUMENTED       CGS
 AN0435  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0435
 AN0435                          STATION DESCRIPTION
 AN0435
 AN0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0435'2.2 MI N FROM SEADRIFT.
 AN0435'2.2 MILES NORTH ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS,
 AN0435'BROWNSVILLE AND MEXICO RAILWAY STATION AT SEADRIFT, CALHOUN COUNTY,
 AN0435'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 238.  NEAR A T-ROAD JUNCTION,
 AN0435'50 FEET NORTHEAST OF THE CENTERLINE OF THE SIDE ROAD, 30 FEET
 AN0435'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHWEST OF A
 AN0435'WHITE WOODEN WITNESS POST, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 AN0435'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED S 580 1942 AND
 AN0435'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN0435'GROUND.
 AN0435
 AN0435                          STATION RECOVERY (1988)
 AN0435
 AN0435'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0266 ***********************************************************************
 AM0266  DESIGNATION -  S 581
 AM0266  PID         -  AM0266
 AM0266  STATE/COUNTY-  TX/MATAGORDA
 AM0266  USGS QUAD   -  WADSWORTH (1972)
 AM0266
 AM0266                         *CURRENT SURVEY CONTROL
 AM0266  ___________________________________________________________________
 AM0266* NAD 83(1986)-  28 46 36.     (N)    095 59 55.     (W)     SCALED    
 AM0266* NAVD 88     -         5.83   (+/-2cm)      19.1    (feet)  VERTCON   
 AM0266  ___________________________________________________________________
 AM0266  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AM0266
 AM0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0266
 AM0266.The horizontal coordinates were scaled from a topographic map and have
 AM0266.an estimated accuracy of +/- 6 seconds.
 AM0266
 AM0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0266.The vertical order pertains to the NGVD 29 superseded value.
 AM0266
 AM0266.The geoid height was determined by GEOID03.
 AM0266
 AM0266;                    North         East    Units  Estimated Accuracy
 AM0266;SPC TXSC     - 4,108,310.      893,020.      MT  (+/- 180 meters Scaled)
 AM0266
 AM0266                          SUPERSEDED SURVEY CONTROL
 AM0266
 AM0266  NGVD 29 (??/??/92)    5.879  (m)           19.29   (f) ADJ UNCH    2 0
 AM0266
 AM0266.Superseded values are not recommended for survey control.
 AM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0266.See file dsdata.txt to determine how the superseded data were derived.
 AM0266
 AM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM072869(NAD 83)
 AM0266_MARKER: DB = BENCH MARK DISK
 AM0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0266_STAMPING: S 581 1941
 AM0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0266+STABILITY: SURFACE MOTION
 AM0266
 AM0266  HISTORY     - Date     Condition        Report By
 AM0266  HISTORY     - 1941     MONUMENTED       CGS
 AM0266  HISTORY     - 1960     GOOD             NGS
 AM0266
 AM0266                          STATION DESCRIPTION
 AM0266
 AM0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AM0266'4.0 MI W FROM GULF HILL.
 AM0266'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS ABOUT 2 FEET NORTH
 AM0266'OF THE SOUTH RIGHT-OF-WAY FENCE LINE ON A SECTION OF THE OLD GULF
 AM0266'HILL-SIMPSONVILLE ROAD, 0.1 MILE WEST OF THE OLD COLORADO RIVER BRIDGE
 AM0266'AND 75 FEET SOUTHEAST OF THE EAST END OF AN OLD WOODEN BRIDGE AND ON
 AM0266'THE EAST BANK OF AN OLD DITCH.  IT IS ABOUT 0.5 MILE SOUTHEAST OF THE
 AM0266'JUNCTION OF THE OLD HIGHWAY AND THE NEW ROUTE OF F.M. NO. 521 WHICH
 AM0266'LEADS NORTHEAST TO A JUNCTION WITH STATE HIGHWAY NO. 60, 01.2 MILES
 AM0266'SOUTH OF WADSWORTH.  A STANDARD DISK STAMPED S 581 1941 IN A CONCRETE
 AM0266'POST PROJECTING 6 INCHES.  TO REACH THE MARK FROM WADSWORTH. GO SOUTH
 AM0266'ON HIGHWAY NO. 60, 01.2 MILES.  THEN GO SOUTHWEST ON F.M. NO. 521,
 AM0266'05.0 MILES TO THE OLD HIGHWAY LEADING BACK TO THE SOUTHEAST AND THE
 AM0266'MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0289 ***********************************************************************
 AN0289  DESIGNATION -  S 582
 AN0289  PID         -  AN0289
 AN0289  STATE/COUNTY-  TX/MATAGORDA
 AN0289  USGS QUAD   -  PALACIOS (1995)
 AN0289
 AN0289                         *CURRENT SURVEY CONTROL
 AN0289  ___________________________________________________________________
 AN0289* NAD 83(1986)-  28 39 15.     (N)    096 11 39.     (W)     SCALED    
 AN0289* NAVD 88     -         3.80   (+/-2cm)      12.5    (feet)  VERTCON   
 AN0289  ___________________________________________________________________
 AN0289  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AN0289
 AN0289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0289
 AN0289.The horizontal coordinates were scaled from a topographic map and have
 AN0289.an estimated accuracy of +/- 6 seconds.
 AN0289
 AN0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0289.The vertical order pertains to the NGVD 29 superseded value.
 AN0289
 AN0289.The geoid height was determined by GEOID03.
 AN0289
 AN0289;                    North         East    Units  Estimated Accuracy
 AN0289;SPC TXSC     - 4,094,260.      874,260.      MT  (+/- 180 meters Scaled)
 AN0289
 AN0289                          SUPERSEDED SURVEY CONTROL
 AN0289
 AN0289  NGVD 29 (??/??/92)    3.873  (m)           12.71   (f) ADJ UNCH    2 0
 AN0289
 AN0289.Superseded values are not recommended for survey control.
 AN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0289.See file dsdata.txt to determine how the superseded data were derived.
 AN0289
 AN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS742728(NAD 83)
 AN0289_MARKER: DB = BENCH MARK DISK
 AN0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0289_STAMPING: S 582 1941
 AN0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0289+STABILITY: SURFACE MOTION
 AN0289
 AN0289  HISTORY     - Date     Condition        Report By
 AN0289  HISTORY     - 1941     MONUMENTED       CGS
 AN0289
 AN0289                          STATION DESCRIPTION
 AN0289
 AN0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0289'6.2 MI S FROM COLLEGEPORT.
 AN0289'6.2 MILES SOUTH OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH MARK MAY
 AN0289'BE REACHED FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A PAVED COUNTY
 AN0289'ROAD, THENCE 5.6 MILES SOUTH ALONG THE OYSTER LAKE ROAD.  IT IS 196
 AN0289'FEET SOUTHWEST OF A ROAD BRIDGE AT THE ENTRANCE TO SAVAGE OYSTER LAKE
 AN0289'CLUB, 48.5 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET
 AN0289'NORTHEAST OF A WHITE WOODEN WITNESS POST, 0.8 FOOT SOUTH OF A FENCE
 AN0289'LINE, AND ABOUT 1-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 AN0289'STAMPED S 582 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0289'0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0122 ***********************************************************************
 AN0122  DESIGNATION -  S 584
 AN0122  PID         -  AN0122
 AN0122  STATE/COUNTY-  TX/JACKSON
 AN0122  USGS QUAD   -  FRANCITAS (1995)
 AN0122
 AN0122                         *CURRENT SURVEY CONTROL
 AN0122  ___________________________________________________________________
 AN0122* NAD 83(1986)-  28 49 55.     (N)    096 20 53.     (W)     SCALED    
 AN0122* NAVD 88     -         8.21   (+/-2cm)      26.9    (feet)  VERTCON   
 AN0122  ___________________________________________________________________
 AN0122  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0122
 AN0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0122
 AN0122.The horizontal coordinates were scaled from a topographic map and have
 AN0122.an estimated accuracy of +/- 6 seconds.
 AN0122
 AN0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0122.The vertical order pertains to the NGVD 29 superseded value.
 AN0122
 AN0122.The geoid height was determined by GEOID03.
 AN0122
 AN0122;                    North         East    Units  Estimated Accuracy
 AN0122;SPC TXSC     - 4,113,610.      858,770.      MT  (+/- 180 meters Scaled)
 AN0122
 AN0122                          SUPERSEDED SURVEY CONTROL
 AN0122
 AN0122  NGVD 29 (??/??/92)    8.265  (m)           27.12   (f) ADJ UNCH    2 0
 AN0122
 AN0122.Superseded values are not recommended for survey control.
 AN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0122.See file dsdata.txt to determine how the superseded data were derived.
 AN0122
 AN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS587922(NAD 83)
 AN0122_MARKER: DB = BENCH MARK DISK
 AN0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0122_STAMPING: S 584 1941
 AN0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0122+STABILITY: SURFACE MOTION
 AN0122
 AN0122  HISTORY     - Date     Condition        Report By
 AN0122  HISTORY     - 1941     MONUMENTED       CGS
 AN0122  HISTORY     - 1951     GOOD             NGS
 AN0122  HISTORY     - 1978     GOOD             NGS
 AN0122
 AN0122                          STATION DESCRIPTION
 AN0122
 AN0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0122'2.2 MI SW FROM FRANCITAS.
 AN0122'2.2 MILES SOUTHWEST ALONG A SHELL ROAD FROM THE ST. LOUIS, BROWNSVILLE
 AN0122'AND MEXICO RAILROAD STATION AT FRANCITAS, 34.5 FEET SOUTH OF THE
 AN0122'CENTER LINE OF AN EAST AND WEST ROAD, 33 FEET EAST OF THE CENTER LINE
 AN0122'OF A ROAD LEADING SOUTH, 2.2 FEET SOUTHEAST OF A FENCE CORNER, 4 FEET
 AN0122'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AN0122'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AN0122
 AN0122                          STATION RECOVERY (1978)
 AN0122
 AN0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0221 ***********************************************************************
 AM0221  DESIGNATION -  S 585
 AM0221  PID         -  AM0221
 AM0221  STATE/COUNTY-  TX/BRAZORIA
 AM0221  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0221
 AM0221                         *CURRENT SURVEY CONTROL
 AM0221  ___________________________________________________________________
 AM0221* NAD 83(1986)-  28 57 43.     (N)    095 32 25.     (W)     SCALED    
 AM0221* NAVD 88     -         4.53   (+/-2cm)      14.9    (feet)  VERTCON   
 AM0221  ___________________________________________________________________
 AM0221  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AM0221
 AM0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0221
 AM0221.The horizontal coordinates were scaled from a topographic map and have
 AM0221.an estimated accuracy of +/- 6 seconds.
 AM0221
 AM0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0221.The vertical order pertains to the NGVD 29 superseded value.
 AM0221
 AM0221.The geoid height was determined by GEOID03.
 AM0221
 AM0221;                    North         East    Units  Estimated Accuracy
 AM0221;SPC TXSC     - 4,130,070.      937,150.      MT  (+/- 180 meters Scaled)
 AM0221
 AM0221                          SUPERSEDED SURVEY CONTROL
 AM0221
 AM0221  NGVD 29 (??/??/92)    4.553  (m)           14.94   (f) ADJ UNCH    2 0
 AM0221
 AM0221.Superseded values are not recommended for survey control.
 AM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0221.See file dsdata.txt to determine how the superseded data were derived.
 AM0221
 AM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN524064(NAD 83)
 AM0221_MARKER: DB = BENCH MARK DISK
 AM0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0221_STAMPING: S 585 1941
 AM0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0221+STABILITY: SURFACE MOTION
 AM0221
 AM0221  HISTORY     - Date     Condition        Report By
 AM0221  HISTORY     - 1941     MONUMENTED       CGS
 AM0221  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0221
 AM0221                          STATION DESCRIPTION
 AM0221
 AM0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0221'5.4 MI SE FROM BRAZORIA.
 AM0221'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE MISSOURI PACIFIC
 AM0221'RAILROAD STATION AT BRAZORIA, THENCE 2.2 MILES SOUTHWEST ALONG A
 AM0221'COUNTY ROAD.  2.0 MILES NORTHEAST OF CHURCHILL BRIDGE OVER SAN BERNARD
 AM0221'RIVER, 0.3 MILE NORTH OF A CATTLE GUARD, AT CLEMENS STATE (PRISON)
 AM0221'FARM, 225 FEET SOUTH OF THE CATTLE GUARD AT THE SOUTHWEST EDGE OF THE
 AM0221'FARM, AT THE JUNCTION OF A ROAD LEADING NORTHWEST TO GALILEE CHURCH,
 AM0221'39 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 34 FEET WEST OF THE
 AM0221'CENTERLINE OF THE COUNTY ROAD, 26 FEET NORTHEAST OF A WOODEN GATE, 4.5
 AM0221'FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE, 2.5 FEET
 AM0221'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE COUNTY
 AM0221'ROAD.  A STANDARD DISK, STAMPED S 585 1941 AND SET IN THE TOP OF A
 AM0221'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AM0221
 AM0221                          STATION RECOVERY (2003)
 AM0221
 AM0221'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0047 ***********************************************************************
 AM0047  DESIGNATION -  S 586
 AM0047  PID         -  AM0047
 AM0047  STATE/COUNTY-  TX/BRAZORIA
 AM0047  USGS QUAD   -  JONES CREEK (1974)
 AM0047
 AM0047                         *CURRENT SURVEY CONTROL
 AM0047  ___________________________________________________________________
 AM0047* NAD 83(1986)-  28 58 43.     (N)    095 28 20.     (W)     SCALED    
 AM0047* NAVD 88     -         4.80   (+/-2cm)      15.7    (feet)  VERTCON   
 AM0047  ___________________________________________________________________
 AM0047  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AM0047
 AM0047  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0047
 AM0047.The horizontal coordinates were scaled from a topographic map and have
 AM0047.an estimated accuracy of +/- 6 seconds.
 AM0047
 AM0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0047.The vertical order pertains to the NGVD 29 superseded value.
 AM0047
 AM0047.The geoid height was determined by GEOID03.
 AM0047
 AM0047;                    North         East    Units  Estimated Accuracy
 AM0047;SPC TXSC     - 4,132,110.      943,720.      MT  (+/- 180 meters Scaled)
 AM0047
 AM0047                          SUPERSEDED SURVEY CONTROL
 AM0047
 AM0047  NGVD 29 (??/??/92)    4.826  (m)           15.83   (f) ADJ UNCH    1 1
 AM0047
 AM0047.Superseded values are not recommended for survey control.
 AM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0047.See file dsdata.txt to determine how the superseded data were derived.
 AM0047
 AM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN591081(NAD 83)
 AM0047_MARKER: DB = BENCH MARK DISK
 AM0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0047_SP_SET: CULVERT
 AM0047_STAMPING: S 586 1942
 AM0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0047
 AM0047  HISTORY     - Date     Condition        Report By
 AM0047  HISTORY     - 1942     MONUMENTED       CGS
 AM0047  HISTORY     - 1943     GOOD             NGS
 AM0047  HISTORY     - 1977     GOOD             NGS
 AM0047  HISTORY     - 1978     GOOD             NGS
 AM0047  HISTORY     - 1984     GOOD             USPSQD
 AM0047  HISTORY     - 19940416 GOOD             USPSQD
 AM0047  HISTORY     - 20010428 GOOD             USPSQD
 AM0047
 AM0047                          STATION DESCRIPTION
 AM0047
 AM0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0047'8.0 MI SE FROM BRAZORIA.
 AM0047'8.0 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE MISSOURI PACIFIC
 AM0047'RAILROAD STATION AT BRAZORIA, 7.9 MILES NORTHWEST OF THE CITY WATER
 AM0047'TOWER AT FREEPORT, 1.6 MILES NORTHWEST OF THE JUNCTION OF THREE ROADS
 AM0047'AT JONES CREEK, 1.1 MILES SOUTHEAST OF THE JUNCTION OF A ROAD LEADING
 AM0047'SOUTH TO PERRY LANDING, 125 FEET NORTH ACROSS THE HIGHWAY FROM THE
 AM0047'PEACH POINT HISTORICAL MARKER, AT THE JUNCTION OF THE PERRY LANDING
 AM0047'LINE ROAD, 56 FEET NORTH OF THE CENTER OF THE JUNCTION, 42 FEET
 AM0047'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT A CULVERT UNDER THE
 AM0047'ROAD, IN THE TOP OF THE NORTHWEST CONCRETE HEADWALL, AND ABOUT 1 FOOT
 AM0047'ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 586 1942.
 AM0047
 AM0047                          STATION RECOVERY (1977)
 AM0047
 AM0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0047'RECOVERED IN GOOD CONDITION.
 AM0047
 AM0047                          STATION RECOVERY (1978)
 AM0047
 AM0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0047'RECOVERD AS DESCRIBED.
 AM0047
 AM0047                          STATION RECOVERY (1984)
 AM0047
 AM0047'RECOVERY NOTE BY US POWER SQUADRON 1984
 AM0047'RECOVERED IN GOOD CONDITION.
 AM0047
 AM0047                          STATION RECOVERY (1994)
 AM0047
 AM0047'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0047'RECOVERED IN GOOD CONDITION.
 AM0047
 AM0047                          STATION RECOVERY (2001)
 AM0047
 AM0047'RECOVERY NOTE BY US POWER SQUADRON 2001
 AM0047'MARKER HAS TX DOT STAMPING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0317 ***********************************************************************
 AH0317  DESIGNATION -  S 587
 AH0317  PID         -  AH0317
 AH0317  STATE/COUNTY-  TX/SAN PATRICIO
 AH0317  USGS QUAD   -  GREGORY (1975)
 AH0317
 AH0317                         *CURRENT SURVEY CONTROL
 AH0317  ___________________________________________________________________
 AH0317* NAD 83(1986)-  27 53 19.     (N)    097 21 38.     (W)     SCALED    
 AH0317* NAVD 88     -        12.15   (+/-2cm)      39.9    (feet)  VERTCON   
 AH0317  ___________________________________________________________________
 AH0317  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH0317
 AH0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0317
 AH0317.The horizontal coordinates were scaled from a topographic map and have
 AH0317.an estimated accuracy of +/- 6 seconds.
 AH0317
 AH0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0317.The vertical order pertains to the NGVD 29 superseded value.
 AH0317
 AH0317.The geoid height was determined by GEOID03.
 AH0317
 AH0317;                    North         East    Units  Estimated Accuracy
 AH0317;SPC TX S     - 5,246,690.      412,190.      MT  (+/- 180 meters Scaled)
 AH0317
 AH0317                          SUPERSEDED SURVEY CONTROL
 AH0317
 AH0317  NGVD 29 (??/??/92)   12.337  (m)           40.48   (f) ADJ UNCH    2 0
 AH0317
 AH0317.Superseded values are not recommended for survey control.
 AH0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0317.See file dsdata.txt to determine how the superseded data were derived.
 AH0317
 AH0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR613859(NAD 83)
 AH0317_MARKER: DB = BENCH MARK DISK
 AH0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0317_STAMPING: S 587 1942
 AH0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0317+STABILITY: SURFACE MOTION
 AH0317
 AH0317  HISTORY     - Date     Condition        Report By
 AH0317  HISTORY     - 1942     MONUMENTED       CGS
 AH0317  HISTORY     - 1949     GOOD             NGS
 AH0317  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0317
 AH0317                          STATION DESCRIPTION
 AH0317
 AH0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0317'2.9 MI NW FROM PORTLAND.
 AH0317'TO REACH FROM THE POST OFFICE AT PORTLAND-- PROCEED 2.9 MILES WESTERLY
 AH0317'ALONG OILED ROAD TOWARDS WHITE POINT TO THE SITE OF THE BENCH MARK.
 AH0317'BENCH MARK IS ABOUT 0.2 MILE EAST OF A WOODEN BRIDGE OVER WASH, ABOUT
 AH0317'83.0 FEET SOUTHWEST OF THE CENTER OF INTERSECTION OF ROAD LEADING
 AH0317'NORTHERLY AND 61.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AH0317'CENTERLINE OF THE ROAD.  IT IS 9.0 FEET SOUTH OF A FENCE CORNER, 6.0
 AH0317'FEET SOUTHWEST OF A POWER LINE POLE WHERE LINE MAKES RIGHT ANGLE TURN,
 AH0317'3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.3 FEET EAST OF
 AH0317'FENCE.  THE MONUMENT PROJECTS 0.9 FT.
 AH0317
 AH0317                          STATION RECOVERY (1949)
 AH0317
 AH0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0317'RECOVERED IN GOOD CONDITION.
 AH0317
 AH0317                          STATION RECOVERY (1995)
 AH0317
 AH0317'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0776 ***********************************************************************
 AH0776  DESIGNATION -  S 589
 AH0776  PID         -  AH0776
 AH0776  STATE/COUNTY-  TX/NUECES
 AH0776  USGS QUAD   -  ANNAVILLE (1975)
 AH0776
 AH0776                         *CURRENT SURVEY CONTROL
 AH0776  ___________________________________________________________________
 AH0776* NAD 83(1986)-  27 50 05.     (N)    097 30 41.     (W)     SCALED    
 AH0776* NAVD 88     -         2.01   (+/-2cm)       6.6    (feet)  VERTCON   
 AH0776  ___________________________________________________________________
 AH0776  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AH0776
 AH0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0776
 AH0776.The horizontal coordinates were scaled from a topographic map and have
 AH0776.an estimated accuracy of +/- 6 seconds.
 AH0776
 AH0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0776.The vertical order pertains to the NGVD 29 superseded value.
 AH0776
 AH0776.The geoid height was determined by GEOID03.
 AH0776
 AH0776;                    North         East    Units  Estimated Accuracy
 AH0776;SPC TX S     - 5,240,590.      397,390.      MT  (+/- 180 meters Scaled)
 AH0776
 AH0776                          SUPERSEDED SURVEY CONTROL
 AH0776
 AH0776  NGVD 29 (??/??/92)    2.189  (m)            7.18   (f) ADJ UNCH    2 0
 AH0776
 AH0776.Superseded values are not recommended for survey control.
 AH0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0776.See file dsdata.txt to determine how the superseded data were derived.
 AH0776
 AH0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR465797(NAD 83)
 AH0776_MARKER: DB = BENCH MARK DISK
 AH0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0776_STAMPING: S 589 1942
 AH0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0776+STABILITY: SURFACE MOTION
 AH0776
 AH0776  HISTORY     - Date     Condition        Report By
 AH0776  HISTORY     - 1942     MONUMENTED       CGS
 AH0776  HISTORY     - 1949     GOOD             NGS
 AH0776  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH0776
 AH0776                          STATION DESCRIPTION
 AH0776
 AH0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0776'7.5 MI NW FROM CORPUS CHRISTI.
 AH0776'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT CORPUS
 AH0776'CHRISTI-- PROCEED 7.5 MILES NORTHWESTERLY ALONG THE MISSOURI PACIFIC
 AH0776'RAILROAD BRANCH LINE (S.A.U. AND G.) TO THE SITE OF THE BENCH MARK.
 AH0776'BENCH MARK IS 48.5 FEET EAST OF POINT WHERE POWER LINE CROSSES TRACKS,
 AH0776'8.0 FEET NE OF MILE POLE NO. 142 AND 25.05 FEET SOUTHWEST OF AND ABOUT
 AH0776'1.0 FOOT BELOW THE CENTERLINE OF THE TRACKS.  IT IS 2.0 FEET EAST OF A
 AH0776'4X4-INCH WOODEN MARKER POST AND THE MONUMENT PROJECTS 0.4 FOOT.
 AH0776
 AH0776                          STATION RECOVERY (1949)
 AH0776
 AH0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0776'RECOVERED IN GOOD CONDITION.
 AH0776
 AH0776                          STATION RECOVERY (2001)
 AH0776
 AH0776'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0409 ***********************************************************************
 AN0409  DESIGNATION -  S 591
 AN0409  PID         -  AN0409
 AN0409  STATE/COUNTY-  TX/CALHOUN
 AN0409  USGS QUAD   -  AUSTWELL (1973)
 AN0409
 AN0409                         *CURRENT SURVEY CONTROL
 AN0409  ___________________________________________________________________
 AN0409* NAD 83(1986)-  28 28 13.     (N)    096 45 05.     (W)     SCALED    
 AN0409* NAVD 88     -         6.40   (+/-2cm)      21.0    (feet)  VERTCON   
 AN0409  ___________________________________________________________________
 AN0409  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN0409
 AN0409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0409
 AN0409.The horizontal coordinates were scaled from a topographic map and have
 AN0409.an estimated accuracy of +/- 6 seconds.
 AN0409
 AN0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0409.The vertical order pertains to the NGVD 29 superseded value.
 AN0409
 AN0409.The geoid height was determined by GEOID03.
 AN0409
 AN0409;                    North         East    Units  Estimated Accuracy
 AN0409;SPC TXSC     - 4,072,710.      820,190.      MT  (+/- 180 meters Scaled)
 AN0409
 AN0409                          SUPERSEDED SURVEY CONTROL
 AN0409
 AN0409  NGVD 29 (??/??/92)    6.53   (m)           21.4    (f) COMPUTED    2 0
 AN0409
 AN0409.Superseded values are not recommended for survey control.
 AN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0409.See file dsdata.txt to determine how the superseded data were derived.
 AN0409
 AN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS201513(NAD 83)
 AN0409_MARKER: DB = BENCH MARK DISK
 AN0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0409_SP_SET: CULVERT
 AN0409_STAMPING: S 591 1942
 AN0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0409
 AN0409  HISTORY     - Date     Condition        Report By
 AN0409  HISTORY     - 1942     MONUMENTED       CGS
 AN0409  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0409
 AN0409                          STATION DESCRIPTION
 AN0409
 AN0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0409'1.0 MI SE FROM LONGMOTT.
 AN0409'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 185 FROM THE HIGH SCHOOL AT
 AN0409'LONGMOTT, CALHOUN COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE
 AN0409'NORTHWEST END OF THE NORTHEAST HEADWALL, 18 FEET NORTHEAST OF THE
 AN0409'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A
 AN0409'STANDARD DISK, STAMPED S 591 1942.
 AN0409
 AN0409                          STATION RECOVERY (1990)
 AN0409
 AN0409'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0860 ***********************************************************************
 AN0860  DESIGNATION -  S 592
 AN0860  PID         -  AN0860
 AN0860  STATE/COUNTY-  TX/CALHOUN
 AN0860  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0860
 AN0860                         *CURRENT SURVEY CONTROL
 AN0860  ___________________________________________________________________
 AN0860* NAD 83(1986)-  28 32 49.     (N)    096 34 34.     (W)     SCALED    
 AN0860* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 AN0860  ___________________________________________________________________
 AN0860  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0860
 AN0860  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0860
 AN0860.The horizontal coordinates were scaled from a topographic map and have
 AN0860.an estimated accuracy of +/- 6 seconds.
 AN0860
 AN0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0860.The vertical order pertains to the NGVD 29 superseded value.
 AN0860
 AN0860.The geoid height was determined by GEOID03.
 AN0860
 AN0860;                    North         East    Units  Estimated Accuracy
 AN0860;SPC TXSC     - 4,081,550.      837,180.      MT  (+/- 180 meters Scaled)
 AN0860
 AN0860                          SUPERSEDED SURVEY CONTROL
 AN0860
 AN0860  NGVD 29 (??/??/92)    3.155  (m)           10.35   (f) ADJ UNCH    2 0
 AN0860
 AN0860.Superseded values are not recommended for survey control.
 AN0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0860.See file dsdata.txt to determine how the superseded data were derived.
 AN0860
 AN0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS371601(NAD 83)
 AN0860_MARKER: DB = BENCH MARK DISK
 AN0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0860_STAMPING: S 592 1942
 AN0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0860+STABILITY: SURFACE MOTION
 AN0860
 AN0860  HISTORY     - Date     Condition        Report By
 AN0860  HISTORY     - 1942     MONUMENTED       CGS
 AN0860  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0860  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0860
 AN0860                          STATION DESCRIPTION
 AN0860
 AN0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0860'4.4 MI S FROM PORT LAVACA.
 AN0860'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0860'PORT LAVACA, CALHOUN COUNTY, 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0860'316.  59 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET EAST OF
 AN0860'A POWERLINE POLE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AN0860'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED S 592 1942 AND SET
 AN0860'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0860
 AN0860                          STATION RECOVERY (1988)
 AN0860
 AN0860'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0860'MARK NOT FOUND.
 AN0860
 AN0860                          STATION RECOVERY (1998)
 AN0860
 AN0860'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0338 ***********************************************************************
 AN0338  DESIGNATION -  S 593
 AN0338  PID         -  AN0338
 AN0338  STATE/COUNTY-  TX/CALHOUN
 AN0338  USGS QUAD   -  AUSTWELL (1973)
 AN0338
 AN0338                         *CURRENT SURVEY CONTROL
 AN0338  ___________________________________________________________________
 AN0338* NAD 83(1986)-  28 29 48.     (N)    096 50 34.     (W)     SCALED    
 AN0338* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 AN0338  ___________________________________________________________________
 AN0338  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0338
 AN0338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0338
 AN0338.The horizontal coordinates were scaled from a topographic map and have
 AN0338.an estimated accuracy of +/- 6 seconds.
 AN0338
 AN0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0338.The vertical order pertains to the NGVD 29 superseded value.
 AN0338
 AN0338.The geoid height was determined by GEOID03.
 AN0338
 AN0338;                    North         East    Units  Estimated Accuracy
 AN0338;SPC TXSC     - 4,075,470.      811,190.      MT  (+/- 180 meters Scaled)
 AN0338
 AN0338                          SUPERSEDED SURVEY CONTROL
 AN0338
 AN0338  NGVD 29 (??/??/92)    2.50   (m)            8.2    (f) COMPUTED    2 0
 AN0338
 AN0338.Superseded values are not recommended for survey control.
 AN0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0338.See file dsdata.txt to determine how the superseded data were derived.
 AN0338
 AN0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS111541(NAD 83)
 AN0338_MARKER: DB = BENCH MARK DISK
 AN0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0338_STAMPING: S 593 1942
 AN0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0338+STABILITY: SURFACE MOTION
 AN0338
 AN0338  HISTORY     - Date     Condition        Report By
 AN0338  HISTORY     - 1942     MONUMENTED       CGS
 AN0338  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0338  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AN0338
 AN0338                          STATION DESCRIPTION
 AN0338
 AN0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0338'4.1 MI NE FROM TIVOLI.
 AN0338'IN CALHOUN COUNTY, 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE
 AN0338'JUNCTION OF STATE HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, AT A WOODEN
 AN0338'BRIDGE OVER HOG BAYOU, 88 FEET EAST OF THE NORTHEAST END OF THE
 AN0338'BRIDGE, 74 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 AN0338'SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT NORTHWEST OF THE
 AN0338'RIGHT-OF-WAY FENCE, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 AN0338'DISK, STAMPED S 593 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN0338'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0338
 AN0338                          STATION RECOVERY (1988)
 AN0338
 AN0338'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0338'MARK NOT FOUND.
 AN0338
 AN0338                          STATION RECOVERY (1989)
 AN0338
 AN0338'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0891 ***********************************************************************
 AN0891  DESIGNATION -  S 594
 AN0891  PID         -  AN0891
 AN0891  STATE/COUNTY-  TX/REFUGIO
 AN0891  USGS QUAD   -  MC FADDIN (1987)
 AN0891
 AN0891                         *CURRENT SURVEY CONTROL
 AN0891  ___________________________________________________________________
 AN0891* NAD 83(1986)-  28 31 03.     (N)    097 02 26.     (W)     SCALED    
 AN0891* NAVD 88     -        20.84   (+/-2cm)      68.4    (feet)  VERTCON   
 AN0891  ___________________________________________________________________
 AN0891  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0891
 AN0891  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0891
 AN0891.The horizontal coordinates were scaled from a topographic map and have
 AN0891.an estimated accuracy of +/- 6 seconds.
 AN0891
 AN0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0891.The vertical order pertains to the NGVD 29 superseded value.
 AN0891
 AN0891.The geoid height was determined by GEOID03.
 AN0891
 AN0891;                    North         East    Units  Estimated Accuracy
 AN0891;SPC TXSC     - 4,077,430.      791,790.      MT  (+/- 180 meters Scaled)
 AN0891
 AN0891                          SUPERSEDED SURVEY CONTROL
 AN0891
 AN0891  NGVD 29 (??/??/92)   20.98   (m)           68.8    (f) COMPUTED    1 2
 AN0891
 AN0891.Superseded values are not recommended for survey control.
 AN0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0891.See file dsdata.txt to determine how the superseded data were derived.
 AN0891
 AN0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS917560(NAD 83)
 AN0891_MARKER: DB = BENCH MARK DISK
 AN0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0891_SP_SET: CULVERT
 AN0891_STAMPING: S 594 1942
 AN0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0891
 AN0891  HISTORY     - Date     Condition        Report By
 AN0891  HISTORY     - 1942     MONUMENTED       CGS
 AN0891  HISTORY     - 1950     GOOD             NGS
 AN0891  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN0891  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AN0891
 AN0891                          STATION DESCRIPTION
 AN0891
 AN0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0891'4.6 MI SW FROM MCFADDIN.
 AN0891'1.8 MILES WEST ALONG FARM ROAD 445 FROM THE ST. LOUIS, BROWNSVILLE AND
 AN0891'MEXICO RAILROAD STATION AT MCFADDIN, THENCE 2.6 MILES SOUTH ALONG U.S.
 AN0891'HIGHWAY 77, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY 113, 0.7 MILE
 AN0891'SOUTH OF THE OVERPASS OF THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN0891'RAILROAD, AT THE SOUTHEAST POINT OF A TRIANGLE FORMED BY THE JUNCTION
 AN0891'OF U.S. HIGHWAY 77 AND STATE HIGHWAY 113, 149 FEET WEST OF THE CENTER
 AN0891'LINE OF STATE HIGHWAY 113, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET
 AN0891'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 2X10
 AN0891'FOOT CONCRETE CULVERT.  NOTE-- RD WORK IN AREA.
 AN0891
 AN0891                          STATION RECOVERY (1973)
 AN0891
 AN0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN0891'MARK NOT FOUND.
 AN0891
 AN0891                          STATION RECOVERY (2002)
 AN0891
 AN0891'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN0891'STATE HIGHWAY 113 IS NOW STATE HIGHWAY 239.  HEADWALL IS IN GOOD
 AN0891'CONDITION WITH NO SIGN OF A PREVIOUS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0828 ***********************************************************************
 AN0828  DESIGNATION -  S 596 RESET 1954
 AN0828  PID         -  AN0828
 AN0828  STATE/COUNTY-  TX/CALHOUN
 AN0828  USGS QUAD   -  POINT COMFORT (1995)
 AN0828
 AN0828                         *CURRENT SURVEY CONTROL
 AN0828  ___________________________________________________________________
 AN0828* NAD 83(1986)-  28 41 22.     (N)    096 31 36.     (W)     SCALED    
 AN0828* NAVD 88     -         4.84   (+/-2cm)      15.9    (feet)  VERTCON   
 AN0828  ___________________________________________________________________
 AN0828  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN0828
 AN0828  VERT ORDER  -  THIRD (See Below)
 AN0828
 AN0828.The horizontal coordinates were scaled from a topographic map and have
 AN0828.an estimated accuracy of +/- 6 seconds.
 AN0828
 AN0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0828.The vertical order pertains to the NGVD 29 superseded value.
 AN0828
 AN0828.The geoid height was determined by GEOID03.
 AN0828
 AN0828;                    North         East    Units  Estimated Accuracy
 AN0828;SPC TXSC     - 4,097,440.      841,680.      MT  (+/- 180 meters Scaled)
 AN0828
 AN0828                          SUPERSEDED SURVEY CONTROL
 AN0828
 AN0828  NGVD 29 (??/??/??)    4.95   (m)           16.2    (f) RESET       3  
 AN0828
 AN0828.Superseded values are not recommended for survey control.
 AN0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0828.See file dsdata.txt to determine how the superseded data were derived.
 AN0828
 AN0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS416760(NAD 83)
 AN0828_MARKER: DB = BENCH MARK DISK
 AN0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0828_STAMPING: S 596 RESET 1954
 AN0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0828+STABILITY: SURFACE MOTION
 AN0828
 AN0828  HISTORY     - Date     Condition        Report By
 AN0828  HISTORY     - 1954     MONUMENTED       TXHD
 AN0828  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0828
 AN0828                          STATION DESCRIPTION
 AN0828
 AN0828'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0828'7.4 MI E FROM PORT LAVACA.
 AN0828'7.4 MILES EAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT PORT
 AN0828'LAVACA, CALHOUN COUNTY, ABOUT 19.8 MILES WEST OF PALACIOS, 0.2 MILE
 AN0828'WEST OF A BRIDGE OVER A CREEK, AT THE INTERSECTION OF FARM-TO MARKET
 AN0828'HIGHWAY 2143, 70 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 35, AND 140
 AN0828'FEET EAST OF THE CENTER LINE OF FM 2143.  A STANDARD DISK, STAMPED S
 AN0828'596 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 AN0828'FOOT ABOVE GROUND.
 AN0828
 AN0828                          STATION RECOVERY (1998)
 AN0828
 AN0828'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0750 ***********************************************************************
 AN0750  DESIGNATION -  S 597
 AN0750  PID         -  AN0750
 AN0750  STATE/COUNTY-  TX/VICTORIA
 AN0750  USGS QUAD   -  KAMEY (1995)
 AN0750
 AN0750                         *CURRENT SURVEY CONTROL
 AN0750  ___________________________________________________________________
 AN0750* NAD 83(1986)-  28 40 55.     (N)    096 44 15.     (W)     SCALED    
 AN0750* NAVD 88     -        10.67   (+/-2cm)      35.0    (feet)  VERTCON   
 AN0750  ___________________________________________________________________
 AN0750  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN0750
 AN0750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0750
 AN0750.The horizontal coordinates were scaled from a topographic map and have
 AN0750.an estimated accuracy of +/- 6 seconds.
 AN0750
 AN0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0750.The vertical order pertains to the NGVD 29 superseded value.
 AN0750
 AN0750.The geoid height was determined by GEOID03.
 AN0750
 AN0750;                    North         East    Units  Estimated Accuracy
 AN0750;SPC TXSC     - 4,096,190.      821,100.      MT  (+/- 180 meters Scaled)
 AN0750
 AN0750                          SUPERSEDED SURVEY CONTROL
 AN0750
 AN0750  NGVD 29 (??/??/92)   10.793  (m)           35.41   (f) ADJ UNCH    2 0
 AN0750
 AN0750.Superseded values are not recommended for survey control.
 AN0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0750.See file dsdata.txt to determine how the superseded data were derived.
 AN0750
 AN0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS210748(NAD 83)
 AN0750_MARKER: DB = BENCH MARK DISK
 AN0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0750_STAMPING: S 597 1942
 AN0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0750+STABILITY: SURFACE MOTION
 AN0750
 AN0750  HISTORY     - Date     Condition        Report By
 AN0750  HISTORY     - 1942     MONUMENTED       CGS
 AN0750
 AN0750                          STATION DESCRIPTION
 AN0750
 AN0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0750'6.9 MI E FROM PLACEDO.
 AN0750'6.9 MILES EAST OF PLACEDO, VICTORIA COUNTY.  THIS BENCH MARK MAY BE
 AN0750'REACHED FROM THE CROSSING OF THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN0750'RAILWAY BY GOING 3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 3.2
 AN0750'MILES NORTHEAST ALONG A GRAVEL ROAD.  IT IS 240 FEET WEST OF A
 AN0750'FARMHOUSE, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8 FEET EAST
 AN0750'OF A FENCE CORNER IN A BARN LOT, AND 3 FEET WEST OF A WHITE WOODEN
 AN0750'WITNESS POST.  A STANDARD DISK, STAMPED S 597 1942 AND SET IN THE TOP
 AN0750'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0161 ***********************************************************************
 AJ0161  DESIGNATION -  S 598
 AJ0161  PID         -  AJ0161
 AJ0161  STATE/COUNTY-  TX/JIM WELLS
 AJ0161  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0161
 AJ0161                         *CURRENT SURVEY CONTROL
 AJ0161  ___________________________________________________________________
 AJ0161* NAD 83(1986)-  27 33 24.     (N)    098 14 01.     (W)     SCALED    
 AJ0161* NAVD 88     -        73.871  (meters)     242.36   (feet)  ADJUSTED  
 AJ0161  ___________________________________________________________________
 AJ0161  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AJ0161  DYNAMIC HT  -          73.756 (meters)     241.98  (feet)  COMP
 AJ0161  MODELED GRAV-     979,081.0   (mgal)                       NAVD 88
 AJ0161
 AJ0161  VERT ORDER  -  SECOND    CLASS 0
 AJ0161
 AJ0161.The horizontal coordinates were scaled from a topographic map and have
 AJ0161.an estimated accuracy of +/- 6 seconds.
 AJ0161
 AJ0161.The orthometric height was determined by differential leveling
 AJ0161.and adjusted by the National Geodetic Survey in June 1991..
 AJ0161
 AJ0161.The geoid height was determined by GEOID03.
 AJ0161
 AJ0161.The dynamic height is computed by dividing the NAVD 88
 AJ0161.geopotential number by the normal gravity value computed on the
 AJ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0161.degrees latitude (g = 980.6199 gals.).
 AJ0161
 AJ0161.The modeled gravity was interpolated from observed gravity values.
 AJ0161
 AJ0161;                    North         East    Units  Estimated Accuracy
 AJ0161;SPC TX S     - 5,209,430.      326,310.      MT  (+/- 180 meters Scaled)
 AJ0161
 AJ0161                          SUPERSEDED SURVEY CONTROL
 AJ0161
 AJ0161  NGVD 29 (??/??/92)   74.00   (m)          242.8    (f) COMPUTED    2 0
 AJ0161
 AJ0161.Superseded values are not recommended for survey control.
 AJ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0161.See file dsdata.txt to determine how the superseded data were derived.
 AJ0161
 AJ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR756483(NAD 83)
 AJ0161_MARKER: DB = BENCH MARK DISK
 AJ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0161_STAMPING: S 598 1942
 AJ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0161+STABILITY: SURFACE MOTION
 AJ0161
 AJ0161  HISTORY     - Date     Condition        Report By
 AJ0161  HISTORY     - 1942     MONUMENTED       CGS
 AJ0161  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0161
 AJ0161                          STATION DESCRIPTION
 AJ0161
 AJ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0161'20.8 MI SW FROM ALICE.
 AJ0161'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0161'7.9 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0161'INTERSECTION OF DIRT ROAD LEADING WESTERLY.  THENCE, GO 7.8 MILES
 AJ0161'WESTERLY ALONG THE DIRT ROAD TO THE PALITO BLANCO SCHOOL HOUSE.
 AJ0161'THENCE, GO 3.1 MILES SOUTHWEST ALONG TRACK ROAD TO CURVE.  THENCE, GO
 AJ0161'2.0 MILES WESTERLY ALONG THE ROAD TO THE SITE OF THE BENCH MARK. BENCH
 AJ0161'MARK IS ABOUT 0.6 MILE WEST OF A FARM HOUSE, ABOUT 0.4 MILE EAST OF LA
 AJ0161'BANDERA AND 18.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD. IT IS 3.0
 AJ0161'FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET SOUTH OF
 AJ0161'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0161
 AJ0161                          STATION RECOVERY (1962)
 AJ0161
 AJ0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0210 ***********************************************************************
 AJ0210  DESIGNATION -  S 599
 AJ0210  PID         -  AJ0210
 AJ0210  STATE/COUNTY-  TX/DUVAL
 AJ0210  USGS QUAD   -  SAN JOSE (1968)
 AJ0210
 AJ0210                         *CURRENT SURVEY CONTROL
 AJ0210  ___________________________________________________________________
 AJ0210* NAD 83(1986)-  27 34 44.     (N)    098 20 07.     (W)     SCALED    
 AJ0210* NAVD 88     -       101.265  (meters)     332.23   (feet)  ADJUSTED  
 AJ0210  ___________________________________________________________________
 AJ0210  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ0210  DYNAMIC HT  -         101.106 (meters)     331.71  (feet)  COMP
 AJ0210  MODELED GRAV-     979,077.5   (mgal)                       NAVD 88
 AJ0210
 AJ0210  VERT ORDER  -  SECOND    CLASS 0
 AJ0210
 AJ0210.The horizontal coordinates were scaled from a topographic map and have
 AJ0210.an estimated accuracy of +/- 6 seconds.
 AJ0210
 AJ0210.The orthometric height was determined by differential leveling
 AJ0210.and adjusted by the National Geodetic Survey in June 1991..
 AJ0210
 AJ0210.The geoid height was determined by GEOID03.
 AJ0210
 AJ0210.The dynamic height is computed by dividing the NAVD 88
 AJ0210.geopotential number by the normal gravity value computed on the
 AJ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0210.degrees latitude (g = 980.6199 gals.).
 AJ0210
 AJ0210.The modeled gravity was interpolated from observed gravity values.
 AJ0210
 AJ0210;                    North         East    Units  Estimated Accuracy
 AJ0210;SPC TX S     - 5,211,870.      316,260.      MT  (+/- 180 meters Scaled)
 AJ0210
 AJ0210                          SUPERSEDED SURVEY CONTROL
 AJ0210
 AJ0210  NGVD 29 (??/??/92)  101.337  (m)          332.47   (f) ADJ UNCH    2 0
 AJ0210
 AJ0210.Superseded values are not recommended for survey control.
 AJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0210.See file dsdata.txt to determine how the superseded data were derived.
 AJ0210
 AJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR656507(NAD 83)
 AJ0210_MARKER: DB = BENCH MARK DISK
 AJ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0210_STAMPING: S 599 1942
 AJ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0210+STABILITY: SURFACE MOTION
 AJ0210
 AJ0210  HISTORY     - Date     Condition        Report By
 AJ0210  HISTORY     - 1942     MONUMENTED       CGS
 AJ0210  HISTORY     - 1968     GOOD             USGS
 AJ0210  HISTORY     - 1972     GOOD             NGS
 AJ0210
 AJ0210                          STATION DESCRIPTION
 AJ0210
 AJ0210'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0210'5.6 MI E FROM BENAVIDES.
 AJ0210'P.O. AT BENAVIDES, TEXAS 4.6 MILES EAST ALONG FARM ROAD 2295 TO A T -
 AJ0210'ROAD SOUTH THENCE SOUTH ALONG DIRT ROAD FOR 0.55 MILE TO TRACK ROAD
 AJ0210'SOUTHEAST, THENCE SOUTHEAST ALONG TRACK ROAD FOR 0.1 MILE TO OLD NORTH
 AJ0210'SOUTH BLAZED STRIP.  24 FEET NORTH OF TRACK ROAD AND 25 FEET EAST OF
 AJ0210'BLAZED STRIP.  A STANDARD DISK STAMPED S 599 1942 AND SET IN THE TOP
 AJ0210'OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
 AJ0210
 AJ0210                          STATION RECOVERY (1972)
 AJ0210
 AJ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AJ0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0037 ***********************************************************************
 AY0037  DESIGNATION -  S 6
 AY0037  PID         -  AY0037
 AY0037  STATE/COUNTY-  TX/COMAL
 AY0037  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0037
 AY0037                         *CURRENT SURVEY CONTROL
 AY0037  ___________________________________________________________________
 AY0037* NAD 83(1986)-  29 42 12.     (N)    098 07 30.     (W)     SCALED    
 AY0037* NAVD 88     -       193.350  (meters)     634.35   (feet)  ADJUSTED  
 AY0037  ___________________________________________________________________
 AY0037  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY0037  DYNAMIC HT  -         193.072 (meters)     633.44  (feet)  COMP
 AY0037  MODELED GRAV-     979,204.9   (mgal)                       NAVD 88
 AY0037
 AY0037  VERT ORDER  -  FIRST     CLASS II
 AY0037
 AY0037.The horizontal coordinates were scaled from a topographic map and have
 AY0037.an estimated accuracy of +/- 6 seconds.
 AY0037
 AY0037.The orthometric height was determined by differential leveling
 AY0037.and adjusted by the National Geodetic Survey in June 1991..
 AY0037.WARNING-Repeat measurements at this control monument indicate possible
 AY0037.vertical movement.
 AY0037
 AY0037.The geoid height was determined by GEOID03.
 AY0037
 AY0037.The dynamic height is computed by dividing the NAVD 88
 AY0037.geopotential number by the normal gravity value computed on the
 AY0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0037.degrees latitude (g = 980.6199 gals.).
 AY0037
 AY0037.The modeled gravity was interpolated from observed gravity values.
 AY0037
 AY0037;                    North         East    Units  Estimated Accuracy
 AY0037;SPC TXSC     - 4,207,560.      684,670.      MT  (+/- 180 meters Scaled)
 AY0037
 AY0037                          SUPERSEDED SURVEY CONTROL
 AY0037
 AY0037  NGVD 29 (??/??/92)  193.253  (m)          634.03   (f) ADJ UNCH    1 2
 AY0037
 AY0037.Superseded values are not recommended for survey control.
 AY0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0037.See file dsdata.txt to determine how the superseded data were derived.
 AY0037
 AY0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT846862(NAD 83)
 AY0037_MARKER: Z = SEE DESCRIPTION
 AY0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0037_SP_SET: BALUSTRADE
 AY0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0037
 AY0037  HISTORY     - Date     Condition        Report By
 AY0037  HISTORY     - UNK      MONUMENTED       CGS
 AY0037  HISTORY     - 1943     GOOD             NGS
 AY0037  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0037  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0037
 AY0037                          STATION DESCRIPTION
 AY0037
 AY0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0037'IN NEW BRAUNFELS.
 AY0037'AT NEW BRAUNFELS, COMAL COUNTY, AT THE COURTHOUSE, AT THE SAN ANTONIO
 AY0037'STREET ENTRANCE, AND IN THE TOP OF THE NORTH BALUSTRADE OF THE STEPS.
 AY0037'THE BOTTOM OF A SQUARE HOLE.
 AY0037
 AY0037                          STATION RECOVERY (1980)
 AY0037
 AY0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0037'SEARCHED FOR, NOT RECOVERED. THE COURTHOUSE HAS BEEN RENOVATED IN THIS
 AY0037'AREA AND THE STEPS HAVE BEEN REMOVED. MARK IS PRESUMED TO HAVE BEEN TO
 AY0037'DESTROYED.
 AY0037
 AY0037                          STATION RECOVERY (1999)
 AY0037
 AY0037'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1569 ***********************************************************************
 BY1569  DESIGNATION -  S 6
 BY1569  PID         -  BY1569
 BY1569  STATE/COUNTY-  TX/HOUSTON
 BY1569  USGS QUAD   -  FODICE (1963)
 BY1569
 BY1569                         *CURRENT SURVEY CONTROL
 BY1569  ___________________________________________________________________
 BY1569* NAD 83(1986)-  31 14 03.     (N)    095 19 25.     (W)     SCALED    
 BY1569* NAVD 88     -        93.72   (+/-2cm)     307.5    (feet)  VERTCON   
 BY1569  ___________________________________________________________________
 BY1569  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1569
 BY1569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1569
 BY1569.The horizontal coordinates were scaled from a topographic map and have
 BY1569.an estimated accuracy of +/- 6 seconds.
 BY1569
 BY1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1569.The vertical order pertains to the NGVD 29 superseded value.
 BY1569
 BY1569.The geoid height was determined by GEOID03.
 BY1569
 BY1569;                    North         East    Units  Estimated Accuracy
 BY1569;SPC TX C     - 3,184,510.    1,177,060.      MT  (+/- 180 meters Scaled)
 BY1569
 BY1569                          SUPERSEDED SURVEY CONTROL
 BY1569
 BY1569  NGVD 29 (??/??/92)   93.732  (m)          307.52   (f) ADJ UNCH    2 0
 BY1569
 BY1569.Superseded values are not recommended for survey control.
 BY1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1569.See file dsdata.txt to determine how the superseded data were derived.
 BY1569
 BY1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ786578(NAD 83)
 BY1569_MARKER: DD = SURVEY DISK
 BY1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1569_STAMPING: S 6 308 1947
 BY1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1569+STABILITY: SURFACE MOTION
 BY1569
 BY1569  HISTORY     - Date     Condition        Report By
 BY1569  HISTORY     - 1947     MONUMENTED       USGS
 BY1569  HISTORY     - 1948     GOOD             NGS
 BY1569
 BY1569                          STATION DESCRIPTION
 BY1569
 BY1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1569'6.2 MI NW FROM PENNINGTON.
 BY1569'6.2 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 287 FROM THE PENNINGTON
 BY1569'BAPTIST CHURCH AT PENNINGTON, AT THE SHADY GROVE BAPTIST CHURCH, 196.4
 BY1569'FEET WEST OF THE CENTER OF THE FRONT ENTRANCE TO THE CHURCH, 119.0
 BY1569'FEET SOUTHEAST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD WHICH
 BY1569'CROSSES THE HIGHWAY (MEASURED FROM THE JUNCTION OF A DRIVE LEADING TO
 BY1569'THE CHURCH), 60.9 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BY1569'17.0 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVE LEADING TO THE
 BY1569'CHURCH, 14.0 FEET NORTHEAST OF A TELEPHONE POLE PAINTED USPBM 307.7,
 BY1569'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BY1569'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0312 ***********************************************************************
 AJ0312  DESIGNATION -  S 600
 AJ0312  PID         -  AJ0312
 AJ0312  STATE/COUNTY-  TX/JIM WELLS
 AJ0312  USGS QUAD   -  SEELIGSON RANCH (1963)
 AJ0312
 AJ0312                         *CURRENT SURVEY CONTROL
 AJ0312  ___________________________________________________________________
 AJ0312* NAD 83(1986)-  27 28 09.     (N)    098 09 05.     (W)     SCALED    
 AJ0312* NAVD 88     -        54.218  (meters)     177.88   (feet)  ADJUSTED  
 AJ0312  ___________________________________________________________________
 AJ0312  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AJ0312  DYNAMIC HT  -          54.133 (meters)     177.60  (feet)  COMP
 AJ0312  MODELED GRAV-     979,080.0   (mgal)                       NAVD 88
 AJ0312
 AJ0312  VERT ORDER  -  SECOND    CLASS 0
 AJ0312
 AJ0312.The horizontal coordinates were scaled from a topographic map and have
 AJ0312.an estimated accuracy of +/- 6 seconds.
 AJ0312
 AJ0312.The orthometric height was determined by differential leveling
 AJ0312.and adjusted by the National Geodetic Survey in June 1991..
 AJ0312
 AJ0312.The geoid height was determined by GEOID03.
 AJ0312
 AJ0312.The dynamic height is computed by dividing the NAVD 88
 AJ0312.geopotential number by the normal gravity value computed on the
 AJ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0312.degrees latitude (g = 980.6199 gals.).
 AJ0312
 AJ0312.The modeled gravity was interpolated from observed gravity values.
 AJ0312
 AJ0312;                    North         East    Units  Estimated Accuracy
 AJ0312;SPC TX S     - 5,199,750.      334,450.      MT  (+/- 180 meters Scaled)
 AJ0312
 AJ0312                          SUPERSEDED SURVEY CONTROL
 AJ0312
 AJ0312  NGVD 29 (??/??/92)   54.33   (m)          178.2    (f) COMPUTED    2 0
 AJ0312
 AJ0312.Superseded values are not recommended for survey control.
 AJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0312.See file dsdata.txt to determine how the superseded data were derived.
 AJ0312
 AJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR838386(NAD 83)
 AJ0312_MARKER: DB = BENCH MARK DISK
 AJ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0312_STAMPING: S 600 1942
 AJ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0312+STABILITY: SURFACE MOTION
 AJ0312
 AJ0312  HISTORY     - Date     Condition        Report By
 AJ0312  HISTORY     - 1942     MONUMENTED       CGS
 AJ0312
 AJ0312                          STATION DESCRIPTION
 AJ0312
 AJ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0312'10.3 MI NW FROM PREMONT.
 AJ0312'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0312'PROCEED 7.7 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0312'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 2.6 MILES
 AJ0312'WESTERLY ALONG THE TRACK ROAD TO THE SITE OF BENCH MARK.  BENCH MARK
 AJ0312'IS ABOUT 0.2 MILE EAST OF A JOG IN THE ROAD, 3.0 FEET WEST OF A
 AJ0312'4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF A FENCE.  THE
 AJ0312'MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1395 ***********************************************************************
 AN1395  DESIGNATION -  S 601
 AN1395  PID         -  AN1395
 AN1395  STATE/COUNTY-  TX/ARANSAS
 AN1395  USGS QUAD   -  ROCKPORT (1979)
 AN1395
 AN1395                         *CURRENT SURVEY CONTROL
 AN1395  ___________________________________________________________________
 AN1395* NAD 83(1986)-  28 02 10.     (N)    097 02 26.     (W)     SCALED    
 AN1395* NAVD 88     -         1.85   (+/-2cm)       6.1    (feet)  VERTCON   
 AN1395  ___________________________________________________________________
 AN1395  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN1395
 AN1395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1395
 AN1395.The horizontal coordinates were scaled from a topographic map and have
 AN1395.an estimated accuracy of +/- 6 seconds.
 AN1395
 AN1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1395.The vertical order pertains to the NGVD 29 superseded value.
 AN1395
 AN1395.The geoid height was determined by GEOID03.
 AN1395
 AN1395;                    North         East    Units  Estimated Accuracy
 AN1395;SPC TXSC     - 4,024,090.      792,680.      MT  (+/- 180 meters Scaled)
 AN1395
 AN1395                          SUPERSEDED SURVEY CONTROL
 AN1395
 AN1395  NGVD 29 (??/??/92)    1.985  (m)            6.51   (f) ADJ UNCH    2 0
 AN1395
 AN1395.Superseded values are not recommended for survey control.
 AN1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1395.See file dsdata.txt to determine how the superseded data were derived.
 AN1395
 AN1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS926027(NAD 83)
 AN1395_MARKER: DB = BENCH MARK DISK
 AN1395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1395_SP_SET: CULVERT
 AN1395_STAMPING: S 601 1942
 AN1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1395
 AN1395  HISTORY     - Date     Condition        Report By
 AN1395  HISTORY     - 1942     MONUMENTED       CGS
 AN1395  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1395  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1395  HISTORY     - 1988     GOOD             USPSQD
 AN1395
 AN1395                          STATION DESCRIPTION
 AN1395
 AN1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1395'1.1 MI N FROM ROCKPORT.
 AN1395'1.1 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN1395'ROCKPORT, ARANSAS COUNTY, 0.1 MILE NORTH OF THE JUNCTION OF A PAVED
 AN1395'ROAD LEADING ALONG THE BAY, 0.1 MILE SOUTH OF A TOURIST CAMP, ON THE
 AN1395'OUTSIDE OF A CURVE, AT A 3-BY-5-FOOT CONCRETE-BOX CULVERT, IN THE TOP
 AN1395'OF THE NORTH END OF THE EAST HEADWALL, 30 FEET EAST OF THE CENTERLINE
 AN1395'OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 AN1395'DISK, STAMPED S 601 1942.
 AN1395
 AN1395                          STATION RECOVERY (1974)
 AN1395
 AN1395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1395'MARK NOT FOUND.
 AN1395
 AN1395                          STATION RECOVERY (1987)
 AN1395
 AN1395'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AN1395'MARK NOT FOUND.
 AN1395
 AN1395                          STATION RECOVERY (1988)
 AN1395
 AN1395'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 AN1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1290 ***********************************************************************
 AN1290  DESIGNATION -  S 602
 AN1290  PID         -  AN1290
 AN1290  STATE/COUNTY-  TX/REFUGIO
 AN1290  USGS QUAD   -  TWIN MOTT LAKE (1978)
 AN1290
 AN1290                         *CURRENT SURVEY CONTROL
 AN1290  ___________________________________________________________________
 AN1290* NAD 83(1986)-  28 18 51.     (N)    097 02 23.     (W)     SCALED    
 AN1290* NAVD 88     -         7.35   (+/-2cm)      24.1    (feet)  VERTCON   
 AN1290  ___________________________________________________________________
 AN1290  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1290
 AN1290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1290
 AN1290.The horizontal coordinates were scaled from a topographic map and have
 AN1290.an estimated accuracy of +/- 6 seconds.
 AN1290
 AN1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1290.The vertical order pertains to the NGVD 29 superseded value.
 AN1290
 AN1290.The geoid height was determined by GEOID03.
 AN1290
 AN1290;                    North         East    Units  Estimated Accuracy
 AN1290;SPC TXSC     - 4,054,900.      792,250.      MT  (+/- 180 meters Scaled)
 AN1290
 AN1290                          SUPERSEDED SURVEY CONTROL
 AN1290
 AN1290  NGVD 29 (??/??/92)    7.482  (m)           24.55   (f) ADJ UNCH    2 0
 AN1290
 AN1290.Superseded values are not recommended for survey control.
 AN1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1290.See file dsdata.txt to determine how the superseded data were derived.
 AN1290
 AN1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS921335(NAD 83)
 AN1290_MARKER: DB = BENCH MARK DISK
 AN1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1290_SP_SET: CULVERT
 AN1290_STAMPING: S 602 1942
 AN1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1290
 AN1290  HISTORY     - Date     Condition        Report By
 AN1290  HISTORY     - 1942     MONUMENTED       CGS
 AN1290  HISTORY     - 1988     GOOD             USPSQD
 AN1290  HISTORY     - 1990     GOOD             USPSQD
 AN1290  HISTORY     - 19990726 GOOD             USPSQD
 AN1290
 AN1290                          STATION DESCRIPTION
 AN1290
 AN1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1290'9.6 MI S FROM TIVOLI.
 AN1290'9.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF STATE
 AN1290'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 6.2 MILES SOUTHWEST ALONG A
 AN1290'COUNTY ROAD.  AT THE WEST ONE OF TWO LARGE CONCRETE CULVERTS 200 FEET
 AN1290'APART, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 22 FEET NORTH
 AN1290'OF THE CENTERLINE OF THE ROAD AND 1 FOOT HIGHER THAN THE ROAD. A
 AN1290'STANDARD DISK, STAMPED S 602 1942.
 AN1290
 AN1290                          STATION RECOVERY (1988)
 AN1290
 AN1290'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1290'RECOVERED IN GOOD CONDITION.
 AN1290
 AN1290                          STATION RECOVERY (1990)
 AN1290
 AN1290'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1290'RECOVERED IN GOOD CONDITION.
 AN1290
 AN1290                          STATION RECOVERY (1999)
 AN1290
 AN1290'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1313 ***********************************************************************
 AN1313  DESIGNATION -  S 604
 AN1313  PID         -  AN1313
 AN1313  STATE/COUNTY-  TX/REFUGIO
 AN1313  USGS QUAD   -  BAYSIDE (1979)
 AN1313
 AN1313                         *CURRENT SURVEY CONTROL
 AN1313  ___________________________________________________________________
 AN1313* NAD 83(1986)-  28 06 46.     (N)    097 12 29.     (W)     SCALED    
 AN1313* NAVD 88     -         7.43   (+/-2cm)      24.4    (feet)  VERTCON   
 AN1313  ___________________________________________________________________
 AN1313  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1313
 AN1313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1313
 AN1313.The horizontal coordinates were scaled from a topographic map and have
 AN1313.an estimated accuracy of +/- 6 seconds.
 AN1313
 AN1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1313.The vertical order pertains to the NGVD 29 superseded value.
 AN1313
 AN1313.The geoid height was determined by GEOID03.
 AN1313
 AN1313;                    North         East    Units  Estimated Accuracy
 AN1313;SPC TXSC     - 4,032,320.      776,080.      MT  (+/- 180 meters Scaled)
 AN1313
 AN1313                          SUPERSEDED SURVEY CONTROL
 AN1313
 AN1313  NGVD 29 (??/??/92)    7.571  (m)           24.84   (f) ADJ UNCH    2 0
 AN1313
 AN1313.Superseded values are not recommended for survey control.
 AN1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1313.See file dsdata.txt to determine how the superseded data were derived.
 AN1313
 AN1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS760109(NAD 83)
 AN1313_MARKER: DB = BENCH MARK DISK
 AN1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1313_STAMPING: S 604 1942
 AN1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1313+STABILITY: SURFACE MOTION
 AN1313
 AN1313  HISTORY     - Date     Condition        Report By
 AN1313  HISTORY     - 1942     MONUMENTED       CGS
 AN1313  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1313  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1313  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1313
 AN1313                          STATION DESCRIPTION
 AN1313
 AN1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1313'1.0 MI N FROM BAYSIDE.
 AN1313'1.0 MILE NORTH ALONG THE WOODSBORO ROAD FROM THE GRADE SCHOOL AT
 AN1313'BAYSIDE, REFUGIO COUNTY, 400 FEET SOUTH OF A SMALL HOUSE, 250 FEET
 AN1313'NORTH OF A SMALL WOODEN BRIDGE, 39 FEET EAST OF THE CENTERLINE OF THE
 AN1313'ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AN1313'ROAD.  A STANDARD DISK, STAMPED S 604 1942 AND SET IN THE TOP OF A
 AN1313'CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN1313
 AN1313                          STATION RECOVERY (1973)
 AN1313
 AN1313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1313'MARK NOT FOUND.
 AN1313
 AN1313                          STATION RECOVERY (1994)
 AN1313
 AN1313'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1313'MARK NOT FOUND.
 AN1313
 AN1313                          STATION RECOVERY (1999)
 AN1313
 AN1313'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0156 ***********************************************************************
 AH0156  DESIGNATION -  S 605
 AH0156  PID         -  AH0156
 AH0156  STATE/COUNTY-  TX/SAN PATRICIO
 AH0156  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0156
 AH0156                         *CURRENT SURVEY CONTROL
 AH0156  ___________________________________________________________________
 AH0156* NAD 83(1986)-  27 50 21.     (N)    097 13 13.     (W)     SCALED    
 AH0156* NAVD 88     -         3.423  (meters)      11.23   (feet)  ADJUSTED  
 AH0156  ___________________________________________________________________
 AH0156  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH0156  DYNAMIC HT  -           3.418 (meters)      11.21  (feet)  COMP
 AH0156  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 AH0156
 AH0156  VERT ORDER  -  FIRST     CLASS I
 AH0156
 AH0156.The horizontal coordinates were scaled from a topographic map and have
 AH0156.an estimated accuracy of +/- 6 seconds.
 AH0156
 AH0156.The orthometric height was determined by differential leveling
 AH0156.and adjusted by the National Geodetic Survey in June 1991..
 AH0156.WARNING-Repeat measurements at this control monument indicate possible
 AH0156.vertical movement.
 AH0156
 AH0156.The geoid height was determined by GEOID03.
 AH0156
 AH0156.The dynamic height is computed by dividing the NAVD 88
 AH0156.geopotential number by the normal gravity value computed on the
 AH0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0156.degrees latitude (g = 980.6199 gals.).
 AH0156
 AH0156.The modeled gravity was interpolated from observed gravity values.
 AH0156
 AH0156;                    North         East    Units  Estimated Accuracy
 AH0156;SPC TX S     - 5,241,340.      426,060.      MT  (+/- 180 meters Scaled)
 AH0156
 AH0156                          SUPERSEDED SURVEY CONTROL
 AH0156
 AH0156  NGVD 29 (??/??/92)    3.608  (m)           11.84   (f) ADJ UNCH    1 1
 AH0156
 AH0156.Superseded values are not recommended for survey control.
 AH0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0156.See file dsdata.txt to determine how the superseded data were derived.
 AH0156
 AH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR752806(NAD 83)
 AH0156_MARKER: DB = BENCH MARK DISK
 AH0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0156_SP_SET: CULVERT
 AH0156_STAMPING: S 605 1942
 AH0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0156
 AH0156  HISTORY     - Date     Condition        Report By
 AH0156  HISTORY     - 1942     MONUMENTED       CGS
 AH0156  HISTORY     - 1959     GOOD             NGS
 AH0156  HISTORY     - 1977     GOOD             NGS
 AH0156  HISTORY     - 1978     GOOD             NGS
 AH0156  HISTORY     - 1984     GOOD             USPSQD
 AH0156  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AH0156  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0156  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0156
 AH0156                          STATION DESCRIPTION
 AH0156
 AH0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0156'3.0 MI S FROM INGLESIDE.
 AH0156'ABOUT 3.0 MILES SOUTH ALONG FARM ROAD 1069 FROM THE POSTOFFICE AT
 AH0156'INGLESIDE, AT THE OLD INGLESIDE AREA, 22 FEET NORTHEAST OF THE CENTER
 AH0156'LINE OF THE ROAD, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 AH0156'HEAD WALL OF A 4 X 7 FOOT CONCRETE CULVERT, AND ABOUT 1 1/2 FEET ABOVE
 AH0156'THE LEVEL OF THE ROAD.
 AH0156
 AH0156                          STATION RECOVERY (1977)
 AH0156
 AH0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0156'RECOVERED IN GOOD CONDITION.
 AH0156
 AH0156                          STATION RECOVERY (1978)
 AH0156
 AH0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0156'3.0 MILES SOUTH ALONG FARM ROAD 1069 FROM THE JUNCTION WITH MAIN
 AH0156'STREET (OLD FARM ROAD 632) AT INGLESIDE, 22 FEET NORTHEAST OF CENTER
 AH0156'OF ROAD IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST GUARD RAIL
 AH0156'OF A 4 FOOT BY 7 FOOT CONCRETE CULVERT.
 AH0156
 AH0156                          STATION RECOVERY (1984)
 AH0156
 AH0156'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0156'POST OFFICE MOVED 4 BLOCK
 AH0156
 AH0156                          STATION RECOVERY (1987)
 AH0156
 AH0156'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0156'MARK NOT FOUND.
 AH0156
 AH0156                          STATION RECOVERY (1989)
 AH0156
 AH0156'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0156'MARK NOT FOUND.
 AH0156
 AH0156                          STATION RECOVERY (1989)
 AH0156
 AH0156'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1340 ***********************************************************************
 AN1340  DESIGNATION -  S 606
 AN1340  PID         -  AN1340
 AN1340  STATE/COUNTY-  TX/REFUGIO
 AN1340  USGS QUAD   -  WOODSBORO (1978)
 AN1340
 AN1340                         *CURRENT SURVEY CONTROL
 AN1340  ___________________________________________________________________
 AN1340* NAD 83(1986)-  28 07 32.     (N)    097 18 32.     (W)     SCALED    
 AN1340* NAVD 88     -         3.79   (+/-2cm)      12.4    (feet)  VERTCON   
 AN1340  ___________________________________________________________________
 AN1340  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN1340
 AN1340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1340
 AN1340.The horizontal coordinates were scaled from a topographic map and have
 AN1340.an estimated accuracy of +/- 6 seconds.
 AN1340
 AN1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1340.The vertical order pertains to the NGVD 29 superseded value.
 AN1340
 AN1340.The geoid height was determined by GEOID03.
 AN1340
 AN1340;                    North         East    Units  Estimated Accuracy
 AN1340;SPC TXSC     - 4,033,590.      766,160.      MT  (+/- 180 meters Scaled)
 AN1340
 AN1340                          SUPERSEDED SURVEY CONTROL
 AN1340
 AN1340  NGVD 29 (??/??/92)    3.954  (m)           12.97   (f) ADJ UNCH    2 0
 AN1340
 AN1340.Superseded values are not recommended for survey control.
 AN1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1340.See file dsdata.txt to determine how the superseded data were derived.
 AN1340
 AN1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS660122(NAD 83)
 AN1340_MARKER: DB = BENCH MARK DISK
 AN1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1340_STAMPING: S 606 1942
 AN1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1340+STABILITY: SURFACE MOTION
 AN1340
 AN1340  HISTORY     - Date     Condition        Report By
 AN1340  HISTORY     - 1942     MONUMENTED       CGS
 AN1340  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1340  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1340
 AN1340                          STATION DESCRIPTION
 AN1340
 AN1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1340'4.6 MI SE FROM WOODSBORO.
 AN1340'4.6 MILES SOUTHEAST ALONG THE BAYSIDE ROAD FROM THE CITY PARK AT
 AN1340'WOODSBORO, REFUGIO COUNTY, 5.4 MILES SOUTH ALONG A DIRT ROAD.  0.1
 AN1340'MILE NORTH OF A GATE, 150 FEET NORTH OF A FENCE CORNER, 66 FEET SOUTH
 AN1340'OF A SMALL WOODEN CULVERT, 30 FEET WEST OF THE CENTERLINE OF THE ROAD,
 AN1340'AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AN1340'STAMPED S 606 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1340'0.5 FOOT ABOVE GROUND.
 AN1340
 AN1340                          STATION RECOVERY (1974)
 AN1340
 AN1340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1340'MARK NOT FOUND.
 AN1340
 AN1340                          STATION RECOVERY (1999)
 AN1340
 AN1340'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1107 ***********************************************************************
 AE1107  DESIGNATION -  S 61
 AE1107  PID         -  AE1107
 AE1107  STATE/COUNTY-  TX/ZAPATA
 AE1107  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1107
 AE1107                         *CURRENT SURVEY CONTROL
 AE1107  ___________________________________________________________________
 AE1107* NAD 83(1986)-  26 36 43.     (N)    099 08 40.     (W)     SCALED    
 AE1107* NAVD 88     -        98.583  (meters)     323.43   (feet)  ADJUSTED  
 AE1107  ___________________________________________________________________
 AE1107  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AE1107  DYNAMIC HT  -          98.423 (meters)     322.91  (feet)  COMP
 AE1107  MODELED GRAV-     979,023.3   (mgal)                       NAVD 88
 AE1107
 AE1107  VERT ORDER  -  FIRST     CLASS II
 AE1107
 AE1107.The horizontal coordinates were scaled from a topographic map and have
 AE1107.an estimated accuracy of +/- 6 seconds.
 AE1107
 AE1107.The orthometric height was determined by differential leveling
 AE1107.and adjusted by the National Geodetic Survey in June 1991..
 AE1107
 AE1107.The geoid height was determined by GEOID03.
 AE1107
 AE1107.The dynamic height is computed by dividing the NAVD 88
 AE1107.geopotential number by the normal gravity value computed on the
 AE1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1107.degrees latitude (g = 980.6199 gals.).
 AE1107
 AE1107.The modeled gravity was interpolated from observed gravity values.
 AE1107
 AE1107;                    North         East    Units  Estimated Accuracy
 AE1107;SPC TX S     - 5,104,890.      235,820.      MT  (+/- 180 meters Scaled)
 AE1107
 AE1107                          SUPERSEDED SURVEY CONTROL
 AE1107
 AE1107  NGVD 29 (??/??/92)   98.624  (m)          323.57   (f) ADJ UNCH    1 2
 AE1107
 AE1107.Superseded values are not recommended for survey control.
 AE1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1107.See file dsdata.txt to determine how the superseded data were derived.
 AE1107
 AE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ856434(NAD 83)
 AE1107_MARKER: DB = BENCH MARK DISK
 AE1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1107_STAMPING: S 61 1918 ELEV 323.44 FT
 AE1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1107+STABILITY: SURFACE MOTION
 AE1107
 AE1107  HISTORY     - Date     Condition        Report By
 AE1107  HISTORY     - 1918     MONUMENTED       CGS
 AE1107  HISTORY     - 1956     GOOD             NGS
 AE1107
 AE1107                          STATION DESCRIPTION
 AE1107
 AE1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1107'4.45 MI NW FROM FALCON HIGHTS.
 AE1107'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1107'HIGHTS, THENCE 3.8 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 83, THENCE
 AE1107'0.1 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.45 MILE SOUTH
 AE1107'ALONG A PRIVATA TRACK ROAD, 0.1 MILE SOUTHWEST OF A WINDMILL, AT THE
 AE1107'SOUTHWEST CORNER OF A PASTURE, 24 FEET EAST OF THE CENTER LINE OF A
 AE1107'TRACK ROAD, 4 FEET NORTHEAST OF A FENCE CORNER, 3.5 FEET NORTH OF AN
 AE1107'EAST AND WEST FENCE, 2.3 FEET EAST OF A NORTH AND SOUTH FENCE, SET IN
 AE1107'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0989 ***********************************************************************
 AH0989  DESIGNATION -  S 611
 AH0989  PID         -  AH0989
 AH0989  STATE/COUNTY-  TX/KLEBERG
 AH0989  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH0989
 AH0989                         *CURRENT SURVEY CONTROL
 AH0989  ___________________________________________________________________
 AH0989* NAD 83(1986)-  27 34 59.     (N)    097 56 23.     (W)     SCALED    
 AH0989* NAVD 88     -        30.941  (meters)     101.51   (feet)  ADJUSTED  
 AH0989  ___________________________________________________________________
 AH0989  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH0989  DYNAMIC HT  -          30.893 (meters)     101.35  (feet)  COMP
 AH0989  MODELED GRAV-     979,093.0   (mgal)                       NAVD 88
 AH0989
 AH0989  VERT ORDER  -  SECOND    CLASS 0
 AH0989
 AH0989.The horizontal coordinates were scaled from a topographic map and have
 AH0989.an estimated accuracy of +/- 6 seconds.
 AH0989
 AH0989.The orthometric height was determined by differential leveling
 AH0989.and adjusted by the National Geodetic Survey in June 1991..
 AH0989
 AH0989.The geoid height was determined by GEOID03.
 AH0989
 AH0989.The dynamic height is computed by dividing the NAVD 88
 AH0989.geopotential number by the normal gravity value computed on the
 AH0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0989.degrees latitude (g = 980.6199 gals.).
 AH0989
 AH0989.The modeled gravity was interpolated from observed gravity values.
 AH0989
 AH0989;                    North         East    Units  Estimated Accuracy
 AH0989;SPC TX S     - 5,212,450.      355,320.      MT  (+/- 180 meters Scaled)
 AH0989
 AH0989                          SUPERSEDED SURVEY CONTROL
 AH0989
 AH0989  NGVD 29 (??/??/92)   31.035  (m)          101.82   (f) ADJ UNCH    2 0
 AH0989
 AH0989.Superseded values are not recommended for survey control.
 AH0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0989.See file dsdata.txt to determine how the superseded data were derived.
 AH0989
 AH0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR046514(NAD 83)
 AH0989_MARKER: DB = BENCH MARK DISK
 AH0989_SETTING: 0 = UNSPECIFIED SETTING
 AH0989_STAMPING: S 611 1942
 AH0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0989
 AH0989  HISTORY     - Date     Condition        Report By
 AH0989  HISTORY     - 1942     MONUMENTED       CGS
 AH0989  HISTORY     - 1975     GOOD             USGS
 AH0989
 AH0989                          STATION DESCRIPTION
 AH0989
 AH0989'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0989'6.8 MI NW FROM KINGSVILLE.
 AH0989'TO REACH FROM THE MO. PAC. RR. STATION IN KINGSVILLE.  PROCEED 0.6
 AH0989'MILES WEST ALONG HGWY 141, THENCE 3.3 MILES NORTH ALONG ARMSTRONG ST
 AH0989'AND FM 1898 TO KING RANCH GATE. HOUSE.  GO WEST THRU GATE 1.1 MILES TO
 AH0989'T RD. THENCE NORTH 1.6 MILES TO X RD.  JUST SOUTH OF PLANT. PROCEED
 AH0989'WEST 2.6 MILES TO A CALICHE RD.  SOUTH THENCE 0.8 MILES SOUTH TO SITE
 AH0989'OF MARK.  BENCH MARK IS IN FENCE LINE ABOUT 0.3 MILE SOUTH OF VACANT
 AH0989'HOUSE AND 1.1 MILES SOUTH OF NORTH KING RANCH BOUNDARY LINE. IT IS
 AH0989'16.0 FEET WEST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0635 ***********************************************************************
 AH0635  DESIGNATION -  S 612
 AH0635  PID         -  AH0635
 AH0635  STATE/COUNTY-  TX/KLEBERG
 AH0635  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH0635
 AH0635                         *CURRENT SURVEY CONTROL
 AH0635  ___________________________________________________________________
 AH0635* NAD 83(1986)-  27 30 22.     (N)    097 57 01.     (W)     SCALED    
 AH0635* NAVD 88     -        27.541  (meters)      90.36   (feet)  ADJUSTED  
 AH0635  ___________________________________________________________________
 AH0635  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AH0635  DYNAMIC HT  -          27.499 (meters)      90.22  (feet)  COMP
 AH0635  MODELED GRAV-     979,089.9   (mgal)                       NAVD 88
 AH0635
 AH0635  VERT ORDER  -  SECOND    CLASS 0
 AH0635
 AH0635.The horizontal coordinates were scaled from a topographic map and have
 AH0635.an estimated accuracy of +/- 6 seconds.
 AH0635
 AH0635.The orthometric height was determined by differential leveling
 AH0635.and adjusted by the National Geodetic Survey in June 1991..
 AH0635
 AH0635.The geoid height was determined by GEOID03.
 AH0635
 AH0635.The dynamic height is computed by dividing the NAVD 88
 AH0635.geopotential number by the normal gravity value computed on the
 AH0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0635.degrees latitude (g = 980.6199 gals.).
 AH0635
 AH0635.The modeled gravity was interpolated from observed gravity values.
 AH0635
 AH0635;                    North         East    Units  Estimated Accuracy
 AH0635;SPC TX S     - 5,203,920.      354,310.      MT  (+/- 180 meters Scaled)
 AH0635
 AH0635                          SUPERSEDED SURVEY CONTROL
 AH0635
 AH0635  NGVD 29 (??/??/92)   27.631  (m)           90.65   (f) ADJ UNCH    2 0
 AH0635
 AH0635.Superseded values are not recommended for survey control.
 AH0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0635.See file dsdata.txt to determine how the superseded data were derived.
 AH0635
 AH0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR036429(NAD 83)
 AH0635_MARKER: DB = BENCH MARK DISK
 AH0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0635_STAMPING: S 612 1942
 AH0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0635+STABILITY: SURFACE MOTION
 AH0635
 AH0635  HISTORY     - Date     Condition        Report By
 AH0635  HISTORY     - 1942     MONUMENTED       CGS
 AH0635
 AH0635                          STATION DESCRIPTION
 AH0635
 AH0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0635'6.0 MI SW FROM KINGSVILLE.
 AH0635'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH0635'PROCEED WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141.  THENCE GO
 AH0635'SOUTHERLY 2.8 MILES ALONG RANCH ROAD TO SITE OF BENCH MARK.  BENCH
 AH0635'MARK IS ON FENCE LINE ABOUT 0.15 MILE EAST OF WINDMILL AND GROVE OF
 AH0635'CEDAR TREES, 14.0 FEET EAST OF WOODEN GATE ACROSS RANCH ROAD.  IT IS
 AH0635'0.6 FOOT NORTH OF FENCE RUNNING EAST FROM GATE, 2.5 FEET WEST OF 4 X 4
 AH0635'INCH WOODEN MARKER POST AND MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0654 ***********************************************************************
 AH0654  DESIGNATION -  S 613
 AH0654  PID         -  AH0654
 AH0654  STATE/COUNTY-  TX/KLEBERG
 AH0654  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0654
 AH0654                         *CURRENT SURVEY CONTROL
 AH0654  ___________________________________________________________________
 AH0654* NAD 83(1986)-  27 24 16.     (N)    097 52 34.     (W)     SCALED    
 AH0654* NAVD 88     -        17.492  (meters)      57.39   (feet)  ADJUSTED  
 AH0654  ___________________________________________________________________
 AH0654  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AH0654  DYNAMIC HT  -          17.465 (meters)      57.30  (feet)  COMP
 AH0654  MODELED GRAV-     979,092.5   (mgal)                       NAVD 88
 AH0654
 AH0654  VERT ORDER  -  SECOND    CLASS 0
 AH0654
 AH0654.The horizontal coordinates were scaled from a topographic map and have
 AH0654.an estimated accuracy of +/- 6 seconds.
 AH0654
 AH0654.The orthometric height was determined by differential leveling
 AH0654.and adjusted by the National Geodetic Survey in June 1991..
 AH0654
 AH0654.The geoid height was determined by GEOID03.
 AH0654
 AH0654.The dynamic height is computed by dividing the NAVD 88
 AH0654.geopotential number by the normal gravity value computed on the
 AH0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0654.degrees latitude (g = 980.6199 gals.).
 AH0654
 AH0654.The modeled gravity was interpolated from observed gravity values.
 AH0654
 AH0654;                    North         East    Units  Estimated Accuracy
 AH0654;SPC TX S     - 5,192,690.      361,700.      MT  (+/- 180 meters Scaled)
 AH0654
 AH0654                          SUPERSEDED SURVEY CONTROL
 AH0654
 AH0654  NGVD 29 (??/??/92)   17.604  (m)           57.76   (f) ADJ UNCH    2 0
 AH0654
 AH0654.Superseded values are not recommended for survey control.
 AH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0654.See file dsdata.txt to determine how the superseded data were derived.
 AH0654
 AH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR111317(NAD 83)
 AH0654_MARKER: DB = BENCH MARK DISK
 AH0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0654_STAMPING: S 613 1942
 AH0654_MARK LOGO: CGS   
 AH0654_PROJECTION: PROJECTING 5 CENTIMETERS
 AH0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0654+STABILITY: SURFACE MOTION
 AH0654
 AH0654  HISTORY     - Date     Condition        Report By
 AH0654  HISTORY     - 1942     MONUMENTED       CGS
 AH0654  HISTORY     - 1975     GOOD             USGS
 AH0654  HISTORY     - 1981     GOOD             NGS
 AH0654
 AH0654                          STATION DESCRIPTION
 AH0654
 AH0654'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0654'3.0 MI SW FROM RICHARDO.
 AH0654'1.1 MI SOUTH ALONG U.S. HWY 77 FROM THE JCT. OF FARM ROAD 1118 AT
 AH0654'RICARDO, THENCE 1.9 MI. WEST ALONG GRADED ROAD, AT THE NORTHWEST
 AH0654'CORNER OF A PASTURE, 46 FT. SOUTHEAST OF THE INTERSECTION OF A
 AH0654'T-ROAD-SOUTH, 25 FT. SOUTH OF E/W ROAD, 39 FT E OF N/S ROAD, 21.5 FT.
 AH0654'EAST OF A CORNER POST.  A STANDARD DISK SET IN TOP OF A CONCRETE POST
 AH0654'PROJECTING ABOUT 0.5 FT. ABOVE GROUND AND ABOUT LEVEL WITH THE ROAD
 AH0654'JUNCTION.
 AH0654
 AH0654                          STATION RECOVERY (1981)
 AH0654
 AH0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0654'RECOVERED THIS DATE, A NEW DESCRIPTION FOLLOWS, 13.6 KM (8.45 MI)
 AH0654'NORTH NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF
 AH0654'STATE HIGHWAY 285 AND FARM ROAD 771 IN RIVIREA, THENCE 2.9 KM (1.8 MI)
 AH0654'WEST ALONG COUNTY ROAD 2180, AT JUNCTION OF COUNTY ROAD 1030 SOUTH,
 AH0654'14.0 METERS (46.0 FT) SOUTHEAST OF INTERSECTION OF CENTERLINE OF
 AH0654'ROADS, 6.6 METERS (21.5 FT) EAST OF A CORNER FENCE POST, AND
 AH0654'0.18 METERS (0.6 FT) SOUTH OF A FENCE LINE, NOT LEVELED TO THIS
 AH0654'SURVEY, OFF MAIN LEVEL LINE, TIE NOT NEEDED.
 AH0654'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 AH0654'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0660 ***********************************************************************
 AH0660  DESIGNATION -  S 614
 AH0660  PID         -  AH0660
 AH0660  STATE/COUNTY-  TX/KLEBERG
 AH0660  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0660
 AH0660                         *CURRENT SURVEY CONTROL
 AH0660  ___________________________________________________________________
 AH0660* NAD 83(1986)-  27 23 25.     (N)    097 58 47.     (W)     SCALED    
 AH0660* NAVD 88     -        28.423  (meters)      93.25   (feet)  ADJUSTED  
 AH0660  ___________________________________________________________________
 AH0660  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AH0660  DYNAMIC HT  -          28.378 (meters)      93.10  (feet)  COMP
 AH0660  MODELED GRAV-     979,084.7   (mgal)                       NAVD 88
 AH0660
 AH0660  VERT ORDER  -  SECOND    CLASS 0
 AH0660
 AH0660.The horizontal coordinates were scaled from a topographic map and have
 AH0660.an estimated accuracy of +/- 6 seconds.
 AH0660
 AH0660.The orthometric height was determined by differential leveling
 AH0660.and adjusted by the National Geodetic Survey in June 1991..
 AH0660
 AH0660.The geoid height was determined by GEOID03.
 AH0660
 AH0660.The dynamic height is computed by dividing the NAVD 88
 AH0660.geopotential number by the normal gravity value computed on the
 AH0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0660.degrees latitude (g = 980.6199 gals.).
 AH0660
 AH0660.The modeled gravity was interpolated from observed gravity values.
 AH0660
 AH0660;                    North         East    Units  Estimated Accuracy
 AH0660;SPC TX S     - 5,191,070.      351,460.      MT  (+/- 180 meters Scaled)
 AH0660
 AH0660                          SUPERSEDED SURVEY CONTROL
 AH0660
 AH0660  NGVD 29 (??/??/92)   28.531  (m)           93.61   (f) ADJ UNCH    2 0
 AH0660
 AH0660.Superseded values are not recommended for survey control.
 AH0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0660.See file dsdata.txt to determine how the superseded data were derived.
 AH0660
 AH0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR008300(NAD 83)
 AH0660_MARKER: DB = BENCH MARK DISK
 AH0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0660_STAMPING: S 614 1942
 AH0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0660+STABILITY: SURFACE MOTION
 AH0660
 AH0660  HISTORY     - Date     Condition        Report By
 AH0660  HISTORY     - 1942     MONUMENTED       CGS
 AH0660  HISTORY     - 1975     GOOD             USGS
 AH0660
 AH0660                          STATION DESCRIPTION
 AH0660
 AH0660'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0660'8.1 MI NE FROM KINGSVILLE.
 AH0660'ABOUT 5.6 MI. W ALONG STATE HWY 141 FROM THE MAIN ENTRANCE TO THE KING
 AH0660'RANCH, ON THE W EDGE OF KINGSVILLE, THENCE ABOUT 2.5 MI. S AND SW
 AH0660'ALONG PAVED ROAD, THENCE ABOUT 2.2 MI. S ALONG GRADED ROAD TO BUMP
 AH0660'GATE, THENCE ABOUT 2.0 MI. E TO X-RD., THENCE 5.2 MI. S, ABOUT 1.0 MI.
 AH0660'SW OF THE MONTE VERDE WINDMILL, ABOUT 0.3 MI. S OF THE ALAZAN
 AH0660'WINDMILL, 24 FT. S OF A ROAD AT METAL GATE, 0.6 FT. E OF THE N-S
 AH0660'FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 AH0660'ABOUT 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0701 ***********************************************************************
 AH0701  DESIGNATION -  S 615
 AH0701  PID         -  AH0701
 AH0701  STATE/COUNTY-  TX/KENEDY
 AH0701  USGS QUAD   -  SARITA SW (1979)
 AH0701
 AH0701                         *CURRENT SURVEY CONTROL
 AH0701  ___________________________________________________________________
 AH0701* NAD 83(1986)-  27 04 57.     (N)    097 56 13.     (W)     SCALED    
 AH0701* NAVD 88     -        18.699  (meters)      61.35   (feet)  ADJUSTED  
 AH0701  ___________________________________________________________________
 AH0701  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AH0701  DYNAMIC HT  -          18.670 (meters)      61.25  (feet)  COMP
 AH0701  MODELED GRAV-     979,074.6   (mgal)                       NAVD 88
 AH0701
 AH0701  VERT ORDER  -  SECOND    CLASS 0
 AH0701
 AH0701.The horizontal coordinates were scaled from a topographic map and have
 AH0701.an estimated accuracy of +/- 6 seconds.
 AH0701
 AH0701.The orthometric height was determined by differential leveling
 AH0701.and adjusted by the National Geodetic Survey in June 1991..
 AH0701
 AH0701.The geoid height was determined by GEOID03.
 AH0701
 AH0701.The dynamic height is computed by dividing the NAVD 88
 AH0701.geopotential number by the normal gravity value computed on the
 AH0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0701.degrees latitude (g = 980.6199 gals.).
 AH0701
 AH0701.The modeled gravity was interpolated from observed gravity values.
 AH0701
 AH0701;                    North         East    Units  Estimated Accuracy
 AH0701;SPC TX S     - 5,156,990.      355,840.      MT  (+/- 180 meters Scaled)
 AH0701
 AH0701                          SUPERSEDED SURVEY CONTROL
 AH0701
 AH0701  NGVD 29 (??/??/92)   18.798  (m)           61.67   (f) ADJ UNCH    2 0
 AH0701
 AH0701.Superseded values are not recommended for survey control.
 AH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0701.See file dsdata.txt to determine how the superseded data were derived.
 AH0701
 AH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ053960(NAD 83)
 AH0701_MARKER: DB = BENCH MARK DISK
 AH0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0701_STAMPING: S 615 1942
 AH0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0701+STABILITY: SURFACE MOTION
 AH0701
 AH0701  HISTORY     - Date     Condition        Report By
 AH0701  HISTORY     - 1942     MONUMENTED       CGS
 AH0701  HISTORY     - 1975     GOOD             USGS
 AH0701
 AH0701                          STATION DESCRIPTION
 AH0701
 AH0701'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0701'14.1 MI E FROM BARROSO.
 AH0701'4.8 MILES SOUTH ALONG FARM AND MARKET ROAD 2191 FROM THE INTERSECTION
 AH0701'OF 2191 AND STATE HIGHWAY 285, THROUGH GATE INTO THE MARIPOSA RANCH
 AH0701'AND SOUTH FOR 5.7 MILES ALONG PRIVATE PAVED ROAD EAST ALONG CALICHE
 AH0701'ROAD FOR 5.8 MILES, TURN NORTH JUST WEST OF CATTLE GUARD AND FOLLOW
 AH0701'TRACK ROAD NORTH 1.1 MILE TO FENCE ANGLE, BM IS ON EAST SIDE OF FENCE
 AH0701'AT SOUTH EDGE OF LONE TREE.  A DISK SET IN A CONCRETE POST 1.0 FOOT
 AH0701'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0234 ***********************************************************************
 AE0234  DESIGNATION -  S 616
 AE0234  PID         -  AE0234
 AE0234  STATE/COUNTY-  TX/BROOKS
 AE0234  USGS QUAD   -  ENCINO (1982)
 AE0234
 AE0234                         *CURRENT SURVEY CONTROL
 AE0234  ___________________________________________________________________
 AE0234* NAD 83(1986)-  26 56 46.     (N)    098 08 08.     (W)     SCALED    
 AE0234* NAVD 88     -        39.245  (meters)     128.76   (feet)  ADJUSTED  
 AE0234  ___________________________________________________________________
 AE0234  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AE0234  DYNAMIC HT  -          39.182 (meters)     128.55  (feet)  COMP
 AE0234  MODELED GRAV-     979,051.9   (mgal)                       NAVD 88
 AE0234
 AE0234  VERT ORDER  -  SECOND    CLASS 0
 AE0234
 AE0234.The horizontal coordinates were scaled from a topographic map and have
 AE0234.an estimated accuracy of +/- 6 seconds.
 AE0234
 AE0234.The orthometric height was determined by differential leveling
 AE0234.and adjusted by the National Geodetic Survey in June 1991..
 AE0234
 AE0234.The geoid height was determined by GEOID03.
 AE0234
 AE0234.The dynamic height is computed by dividing the NAVD 88
 AE0234.geopotential number by the normal gravity value computed on the
 AE0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0234.degrees latitude (g = 980.6199 gals.).
 AE0234
 AE0234.The modeled gravity was interpolated from observed gravity values.
 AE0234
 AE0234;                    North         East    Units  Estimated Accuracy
 AE0234;SPC TX S     - 5,141,800.      336,190.      MT  (+/- 180 meters Scaled)
 AE0234
 AE0234                          SUPERSEDED SURVEY CONTROL
 AE0234
 AE0234  NGVD 29 (??/??/92)   39.34   (m)          129.1    (f) COMPUTED    2 0
 AE0234
 AE0234.Superseded values are not recommended for survey control.
 AE0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0234.See file dsdata.txt to determine how the superseded data were derived.
 AE0234
 AE0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ858807(NAD 83)
 AE0234_MARKER: DB = BENCH MARK DISK
 AE0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0234_STAMPING: S 616 1942
 AE0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0234+STABILITY: SURFACE MOTION
 AE0234
 AE0234  HISTORY     - Date     Condition        Report By
 AE0234  HISTORY     - 1942     MONUMENTED       CGS
 AE0234  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0234
 AE0234                          STATION DESCRIPTION
 AE0234
 AE0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0234'IN ENCINO.
 AE0234'BENCH MARK IS ABOUT 80.0 FEET NORTH OF THE HUMBLE SERVICE STATION AT
 AE0234'ENCINO, 42.4 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0234'CENTERLINE OF U.S. HIGHWAY NO. 281.  IT IS 4.0 FEET EAST OF ROW OF
 AE0234'CEDAR TREES RUNNING EAST-WEST, 4.0 FEET SOUTH OF A POWERLINE POLE AND
 AE0234'2.5 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  A STD. DISK SET IN
 AE0234'CONCRETE POST PROJECTING 0.5 FOOT.
 AE0234
 AE0234                          STATION RECOVERY (1962)
 AE0234
 AE0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1090 ***********************************************************************
 AB1090  DESIGNATION -  S 617
 AB1090  PID         -  AB1090
 AB1090  STATE/COUNTY-  TX/KENEDY
 AB1090  USGS QUAD   -  ARMSTRONG (1982)
 AB1090
 AB1090                         *CURRENT SURVEY CONTROL
 AB1090  ___________________________________________________________________
 AB1090* NAD 83(1986)-  26 55 21.     (N)    097 49 26.     (W)     SCALED    
 AB1090* NAVD 88     -         7.839  (meters)      25.72   (feet)  ADJUSTED  
 AB1090  ___________________________________________________________________
 AB1090  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AB1090  DYNAMIC HT  -           7.827 (meters)      25.68  (feet)  COMP
 AB1090  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 AB1090
 AB1090  VERT ORDER  -  SECOND    CLASS 0
 AB1090
 AB1090.The horizontal coordinates were scaled from a topographic map and have
 AB1090.an estimated accuracy of +/- 6 seconds.
 AB1090
 AB1090.The orthometric height was determined by differential leveling
 AB1090.and adjusted by the National Geodetic Survey in June 1991..
 AB1090
 AB1090.The geoid height was determined by GEOID03.
 AB1090
 AB1090.The dynamic height is computed by dividing the NAVD 88
 AB1090.geopotential number by the normal gravity value computed on the
 AB1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1090.degrees latitude (g = 980.6199 gals.).
 AB1090
 AB1090.The modeled gravity was interpolated from observed gravity values.
 AB1090
 AB1090;                    North         East    Units  Estimated Accuracy
 AB1090;SPC TX S     - 5,139,320.      367,150.      MT  (+/- 180 meters Scaled)
 AB1090
 AB1090                          SUPERSEDED SURVEY CONTROL
 AB1090
 AB1090  NGVD 29 (??/??/92)    7.923  (m)           25.99   (f) ADJ UNCH    2 0
 AB1090
 AB1090.Superseded values are not recommended for survey control.
 AB1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1090.See file dsdata.txt to determine how the superseded data were derived.
 AB1090
 AB1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ167783(NAD 83)
 AB1090_MARKER: DB = BENCH MARK DISK
 AB1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1090_STAMPING: S 617 1942
 AB1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1090+STABILITY: SURFACE MOTION
 AB1090
 AB1090  HISTORY     - Date     Condition        Report By
 AB1090  HISTORY     - 1942     MONUMENTED       CGS
 AB1090  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB1090
 AB1090                          STATION DESCRIPTION
 AB1090
 AB1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1090'2.1 MI W FROM ARMSTRONG.
 AB1090'TO REACH FROM THE MISSOURI PACIFICE RAILROAD STATION AT ARMSTRONG--
 AB1090'PROCEED 2.1 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1090'MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF AN EAST-WEST FENCE LINE,
 AB1090'16.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AB1090'THE ROAD, 8.0 FEET SOUTH OF A MESQUITE TREE AND 3.0 FEET WEST OF A
 AB1090'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AB1090
 AB1090                          STATION RECOVERY (1981)
 AB1090
 AB1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1090'NOT RECOVERED THIS DATE, NO ROAD AT THIS TIME AND INADEQUATE
 AB1090'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0092 ***********************************************************************
 AE0092  DESIGNATION -  S 618
 AE0092  PID         -  AE0092
 AE0092  STATE/COUNTY-  TX/HIDALGO
 AE0092  USGS QUAD   -  LINN NE (1982)
 AE0092
 AE0092                         *CURRENT SURVEY CONTROL
 AE0092  ___________________________________________________________________
 AE0092* NAD 83(1986)-  26 44 18.     (N)    098 03 42.     (W)     SCALED    
 AE0092* NAVD 88     -        18.504  (meters)      60.71   (feet)  ADJUSTED  
 AE0092  ___________________________________________________________________
 AE0092  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AE0092  DYNAMIC HT  -          18.474 (meters)      60.61  (feet)  COMP
 AE0092  MODELED GRAV-     979,048.4   (mgal)                       NAVD 88
 AE0092
 AE0092  VERT ORDER  -  SECOND    CLASS 0
 AE0092
 AE0092.The horizontal coordinates were scaled from a topographic map and have
 AE0092.an estimated accuracy of +/- 6 seconds.
 AE0092
 AE0092.The orthometric height was determined by differential leveling
 AE0092.and adjusted by the National Geodetic Survey in June 1991..
 AE0092
 AE0092.The geoid height was determined by GEOID03.
 AE0092
 AE0092.The dynamic height is computed by dividing the NAVD 88
 AE0092.geopotential number by the normal gravity value computed on the
 AE0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0092.degrees latitude (g = 980.6199 gals.).
 AE0092
 AE0092.The modeled gravity was interpolated from observed gravity values.
 AE0092
 AE0092;                    North         East    Units  Estimated Accuracy
 AE0092;SPC TX S     - 5,118,810.      343,600.      MT  (+/- 180 meters Scaled)
 AE0092
 AE0092                          SUPERSEDED SURVEY CONTROL
 AE0092
 AE0092  NGVD 29 (??/??/92)   18.62   (m)           61.1    (f) COMPUTED    2 0
 AE0092
 AE0092.Superseded values are not recommended for survey control.
 AE0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0092.See file dsdata.txt to determine how the superseded data were derived.
 AE0092
 AE0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ933577(NAD 83)
 AE0092_MARKER: DB = BENCH MARK DISK
 AE0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0092_STAMPING: S 618 1942
 AE0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0092+STABILITY: SURFACE MOTION
 AE0092
 AE0092  HISTORY     - Date     Condition        Report By
 AE0092  HISTORY     - 1942     MONUMENTED       CGS
 AE0092  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0092
 AE0092                          STATION DESCRIPTION
 AE0092
 AE0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0092'13.4 MI SE FROM RACHAL.
 AE0092'TO REACH FROM THE POST OFFICE AT RACHAL-- PROCEED 10.5 MILES SOUTHERLY
 AE0092'ALONG U. S. HIGHWAY NO. 281 TO INTERSECTION OF RANCH ROAD LEADING
 AE0092'EAST.  THENCE, GO 2.9 MILES   MILES EASTERLY ALONG RANCH ROAD TO THE
 AE0092'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 200.0 FEET EAST OF
 AE0092'INTERSECTION OF RANCH ROAD, 20.0 FEET NORTH OF AND ABOUT THE SAME
 AE0092'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 8.0 FEET SOUTH OF A
 AE0092'LARGE MESQUITE TREE AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AE0092'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0092
 AE0092                          STATION RECOVERY (1962)
 AE0092
 AE0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0854 ***********************************************************************
 AJ0854  DESIGNATION -  S 62
 AJ0854  PID         -  AJ0854
 AJ0854  STATE/COUNTY-  TX/WEBB
 AJ0854  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0854
 AJ0854                         *CURRENT SURVEY CONTROL
 AJ0854  ___________________________________________________________________
 AJ0854* NAD 83(1986)-  27 22 51.     (N)    099 28 22.     (W)     SCALED    
 AJ0854* NAVD 88     -       128.923  (meters)     422.97   (feet)  POSTED    
 AJ0854  ___________________________________________________________________
 AJ0854  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AJ0854  DYNAMIC HT  -         128.720 (meters)     422.31  (feet)  COMP
 AJ0854  MODELED GRAV-     979,057.1   (mgal)                       NAVD 88
 AJ0854
 AJ0854  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0854
 AJ0854.The horizontal coordinates were scaled from a topographic map and have
 AJ0854.an estimated accuracy of +/- 6 seconds.
 AJ0854
 AJ0854.The orthometric height was determined by differential leveling
 AJ0854.and adjusted by the National Geodetic Survey in 1992..
 AJ0854.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0854.rate of 0.0 thru 1.0 mm/km.
 AJ0854
 AJ0854.The geoid height was determined by GEOID03.
 AJ0854
 AJ0854.The dynamic height is computed by dividing the NAVD 88
 AJ0854.geopotential number by the normal gravity value computed on the
 AJ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0854.degrees latitude (g = 980.6199 gals.).
 AJ0854
 AJ0854.The modeled gravity was interpolated from observed gravity values.
 AJ0854
 AJ0854;                    North         East    Units  Estimated Accuracy
 AJ0854;SPC TX S     - 5,190,290.      203,780.      MT  (+/- 180 meters Scaled)
 AJ0854
 AJ0854                          SUPERSEDED SURVEY CONTROL
 AJ0854
 AJ0854.No superseded survey control is available for this station.
 AJ0854
 AJ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR532287(NAD 83)
 AJ0854_MARKER: DB = BENCH MARK DISK
 AJ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0854_STAMPING: S 62 1919
 AJ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0854+STABILITY: SURFACE MOTION
 AJ0854
 AJ0854  HISTORY     - Date     Condition        Report By
 AJ0854  HISTORY     - 1919     MONUMENTED       CGS
 AJ0854  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0854
 AJ0854                          STATION DESCRIPTION
 AJ0854
 AJ0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 AJ0854'10 MI E FROM LAREDO.
 AJ0854'ABOUT 10 MILES EAST OF LAREDO, WEBB COUNTY, AT SANTA ROSA FARM, INSIDE
 AJ0854'THE CORNER OF THE FENCE ON THE SOUTH SIDE OF THE LAREDO-ZAPATA
 AJ0854'HIGHWAY.  A STANDARD DISK STAMPED S 62 1919 AND SET IN THE TOP OF A
 AJ0854'CONCRETE POST.
 AJ0854
 AJ0854                          STATION RECOVERY (1957)
 AJ0854
 AJ0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AJ0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1166 ***********************************************************************
 AB1166  DESIGNATION -  S 620
 AB1166  PID         -  AB1166
 AB1166  STATE/COUNTY-  TX/WILLACY
 AB1166  USGS QUAD   -  YTURRIA (1982)
 AB1166
 AB1166                         *CURRENT SURVEY CONTROL
 AB1166  ___________________________________________________________________
 AB1166* NAD 83(1986)-  26 31 38.     (N)    097 49 48.     (W)     SCALED    
 AB1166* NAVD 88     -         9.048  (meters)      29.68   (feet)  ADJUSTED  
 AB1166  ___________________________________________________________________
 AB1166  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AB1166  DYNAMIC HT  -           9.034 (meters)      29.64  (feet)  COMP
 AB1166  MODELED GRAV-     979,048.1   (mgal)                       NAVD 88
 AB1166
 AB1166  VERT ORDER  -  SECOND    CLASS 0
 AB1166
 AB1166.The horizontal coordinates were scaled from a topographic map and have
 AB1166.an estimated accuracy of +/- 6 seconds.
 AB1166
 AB1166.The orthometric height was determined by differential leveling
 AB1166.and adjusted by the National Geodetic Survey in June 1991..
 AB1166
 AB1166.The geoid height was determined by GEOID03.
 AB1166
 AB1166.The dynamic height is computed by dividing the NAVD 88
 AB1166.geopotential number by the normal gravity value computed on the
 AB1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1166.degrees latitude (g = 980.6199 gals.).
 AB1166
 AB1166.The modeled gravity was interpolated from observed gravity values.
 AB1166
 AB1166;                    North         East    Units  Estimated Accuracy
 AB1166;SPC TX S     - 5,095,520.      366,770.      MT  (+/- 180 meters Scaled)
 AB1166
 AB1166                          SUPERSEDED SURVEY CONTROL
 AB1166
 AB1166  NGVD 29 (??/??/92)    9.121  (m)           29.92   (f) ADJ UNCH    2 0
 AB1166
 AB1166.Superseded values are not recommended for survey control.
 AB1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1166.See file dsdata.txt to determine how the superseded data were derived.
 AB1166
 AB1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ165346(NAD 83)
 AB1166_MARKER: DB = BENCH MARK DISK
 AB1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1166_STAMPING: S 620 1942
 AB1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1166+STABILITY: SURFACE MOTION
 AB1166
 AB1166  HISTORY     - Date     Condition        Report By
 AB1166  HISTORY     - 1942     MONUMENTED       CGS
 AB1166  HISTORY     - 1953     MARK NOT FOUND   USGS
 AB1166
 AB1166                          STATION DESCRIPTION
 AB1166
 AB1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1166'5.8 MI NW FROM RAYMONDVILLE.
 AB1166'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1166'PROCEED WESTERLY 1.7 MILES ALONG STATE HIGHWAY NO. 186, THENCE
 AB1166'NORTHERLY 2.5 MILES, THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1166'MILE TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT NORTHEAST CORNER
 AB1166'OF CULTIVATED FIELD AND AT JUNCTION OF TWO GRADED ROADS.  IT IS 12.
 AB1166'FEET EAST OF ROW OF TREES LEADING WEST, 58. FEET SOUTHWEST OF CENTER
 AB1166'OF INTERSECTION AND 3. FEET WEST OF A 4X4-INCH WOODEN MARKER POST. THE
 AB1166'MONUMENT PROJECTS 0.5 FOOT.
 AB1166
 AB1166                          STATION RECOVERY (1953)
 AB1166
 AB1166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AB1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0224 ***********************************************************************
 AJ0224  DESIGNATION -  S 621
 AJ0224  PID         -  AJ0224
 AJ0224  STATE/COUNTY-  TX/DUVAL
 AJ0224  USGS QUAD   -  BENAVIDES (1968)
 AJ0224
 AJ0224                         *CURRENT SURVEY CONTROL
 AJ0224  ___________________________________________________________________
 AJ0224* NAD 83(1986)-  27 30 20.     (N)    098 24 28.     (W)     SCALED    
 AJ0224* NAVD 88     -       117.118  (meters)     384.24   (feet)  ADJUSTED  
 AJ0224  ___________________________________________________________________
 AJ0224  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AJ0224  DYNAMIC HT  -         116.934 (meters)     383.64  (feet)  COMP
 AJ0224  MODELED GRAV-     979,069.9   (mgal)                       NAVD 88
 AJ0224
 AJ0224  VERT ORDER  -  SECOND    CLASS 0
 AJ0224
 AJ0224.The horizontal coordinates were scaled from a topographic map and have
 AJ0224.an estimated accuracy of +/- 6 seconds.
 AJ0224
 AJ0224.The orthometric height was determined by differential leveling
 AJ0224.and adjusted by the National Geodetic Survey in June 1991..
 AJ0224
 AJ0224.The geoid height was determined by GEOID03.
 AJ0224
 AJ0224.The dynamic height is computed by dividing the NAVD 88
 AJ0224.geopotential number by the normal gravity value computed on the
 AJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0224.degrees latitude (g = 980.6199 gals.).
 AJ0224
 AJ0224.The modeled gravity was interpolated from observed gravity values.
 AJ0224
 AJ0224;                    North         East    Units  Estimated Accuracy
 AJ0224;SPC TX S     - 5,203,740.      309,110.      MT  (+/- 180 meters Scaled)
 AJ0224
 AJ0224                          SUPERSEDED SURVEY CONTROL
 AJ0224
 AJ0224  NGVD 29 (??/??/92)  117.17   (m)          384.4    (f) COMPUTED    2 0
 AJ0224
 AJ0224.Superseded values are not recommended for survey control.
 AJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0224.See file dsdata.txt to determine how the superseded data were derived.
 AJ0224
 AJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR584425(NAD 83)
 AJ0224_MARKER: DB = BENCH MARK DISK
 AJ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0224_STAMPING: S 621 1942
 AJ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0224+STABILITY: SURFACE MOTION
 AJ0224
 AJ0224  HISTORY     - Date     Condition        Report By
 AJ0224  HISTORY     - 1942     MONUMENTED       CGS
 AJ0224
 AJ0224                          STATION DESCRIPTION
 AJ0224
 AJ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0224'6.9 MI S FROM BENAVIDES.
 AJ0224'TO REACH FROM THE MISSOURI PACIFIC RAILROAD (TEX.MEX.) STATION AT
 AJ0224'BENAVIDES-- PROCEED 6.9 MILES ALONG STATE HIGHWAY NO. 339 TO THE SITE
 AJ0224'OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF INTERSECTION
 AJ0224'OF LANE LEADING TO FARM HOUSE, 45.0 FEET EAST OF THE CENTERLINE OF THE
 AJ0224'HIGHWAY, 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AJ0224'WEST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0138 ***********************************************************************
 AJ0138  DESIGNATION -  S 622
 AJ0138  PID         -  AJ0138
 AJ0138  STATE/COUNTY-  TX/JIM WELLS
 AJ0138  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0138
 AJ0138                         *CURRENT SURVEY CONTROL
 AJ0138  ___________________________________________________________________
 AJ0138* NAD 83(1986)-  27 35 00.     (N)    098 06 59.     (W)     SCALED    
 AJ0138* NAVD 88     -        53.391  (meters)     175.17   (feet)  ADJUSTED  
 AJ0138  ___________________________________________________________________
 AJ0138  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AJ0138  DYNAMIC HT  -          53.307 (meters)     174.89  (feet)  COMP
 AJ0138  MODELED GRAV-     979,086.5   (mgal)                       NAVD 88
 AJ0138
 AJ0138  VERT ORDER  -  SECOND    CLASS 0
 AJ0138
 AJ0138.The horizontal coordinates were scaled from a topographic map and have
 AJ0138.an estimated accuracy of +/- 6 seconds.
 AJ0138
 AJ0138.The orthometric height was determined by differential leveling
 AJ0138.and adjusted by the National Geodetic Survey in June 1991..
 AJ0138
 AJ0138.The geoid height was determined by GEOID03.
 AJ0138
 AJ0138.The dynamic height is computed by dividing the NAVD 88
 AJ0138.geopotential number by the normal gravity value computed on the
 AJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0138.degrees latitude (g = 980.6199 gals.).
 AJ0138
 AJ0138.The modeled gravity was interpolated from observed gravity values.
 AJ0138
 AJ0138;                    North         East    Units  Estimated Accuracy
 AJ0138;SPC TX S     - 5,212,410.      337,880.      MT  (+/- 180 meters Scaled)
 AJ0138
 AJ0138                          SUPERSEDED SURVEY CONTROL
 AJ0138
 AJ0138  NGVD 29 (??/??/92)   53.48   (m)          175.5    (f) COMPUTED    2 0
 AJ0138
 AJ0138.Superseded values are not recommended for survey control.
 AJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0138.See file dsdata.txt to determine how the superseded data were derived.
 AJ0138
 AJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR872513(NAD 83)
 AJ0138_MARKER: DB = BENCH MARK DISK
 AJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0138_STAMPING: S 622 1942
 AJ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0138+STABILITY: SURFACE MOTION
 AJ0138
 AJ0138  HISTORY     - Date     Condition        Report By
 AJ0138  HISTORY     - 1942     MONUMENTED       CGS
 AJ0138
 AJ0138                          STATION DESCRIPTION
 AJ0138
 AJ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0138'13.2 MI SW FROM ALICE.
 AJ0138'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0138'11.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0138'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 1.5 MILES
 AJ0138'WESTERLY ALONG THE TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH
 AJ0138'MARK IS ABOUT 148.0 FEET WEST OF THE INTERSECTION OF LANE LEADING TO
 AJ0138'THE F. M. STEWART RANCH, 24.0 FEET NORTH OF THE CENTERLINE OF THE ROAD
 AJ0138'AND 3.5 FEET EAST OF A FENCE CORNER.  IT IS 3.0 FEET WEST OF A
 AJ0138'4X4-INCH WOODEN MARKER POST AND 2.0 FEET NORTH OF FENCE.  THE MONUMENT
 AJ0138'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0523 ***********************************************************************
 AJ0523  DESIGNATION -  S 626
 AJ0523  PID         -  AJ0523
 AJ0523  STATE/COUNTY-  TX/JIM HOGG
 AJ0523  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0523
 AJ0523                         *CURRENT SURVEY CONTROL
 AJ0523  ___________________________________________________________________
 AJ0523* NAD 83(1986)-  27 04 16.     (N)    098 30 02.     (W)     SCALED    
 AJ0523* NAVD 88     -       113.489  (meters)     372.34   (feet)  ADJUSTED  
 AJ0523  ___________________________________________________________________
 AJ0523  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AJ0523  DYNAMIC HT  -         113.306 (meters)     371.74  (feet)  COMP
 AJ0523  MODELED GRAV-     979,038.9   (mgal)                       NAVD 88
 AJ0523
 AJ0523  VERT ORDER  -  SECOND    CLASS 0
 AJ0523
 AJ0523.The horizontal coordinates were scaled from a topographic map and have
 AJ0523.an estimated accuracy of +/- 6 seconds.
 AJ0523
 AJ0523.The orthometric height was determined by differential leveling
 AJ0523.and adjusted by the National Geodetic Survey in June 1991..
 AJ0523
 AJ0523.The geoid height was determined by GEOID03.
 AJ0523
 AJ0523.The dynamic height is computed by dividing the NAVD 88
 AJ0523.geopotential number by the normal gravity value computed on the
 AJ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0523.degrees latitude (g = 980.6199 gals.).
 AJ0523
 AJ0523.The modeled gravity was interpolated from observed gravity values.
 AJ0523
 AJ0523;                    North         East    Units  Estimated Accuracy
 AJ0523;SPC TX S     - 5,155,600.      299,950.      MT  (+/- 180 meters Scaled)
 AJ0523
 AJ0523                          SUPERSEDED SURVEY CONTROL
 AJ0523
 AJ0523  NGVD 29 (??/??/92)  113.539  (m)          372.50   (f) ADJ UNCH    2 0
 AJ0523
 AJ0523.Superseded values are not recommended for survey control.
 AJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0523.See file dsdata.txt to determine how the superseded data were derived.
 AJ0523
 AJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ495944(NAD 83)
 AJ0523_MARKER: DB = BENCH MARK DISK
 AJ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0523_STAMPING: S 626 1942
 AJ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0523+STABILITY: SURFACE MOTION
 AJ0523
 AJ0523  HISTORY     - Date     Condition        Report By
 AJ0523  HISTORY     - 1942     MONUMENTED       CGS
 AJ0523  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0523
 AJ0523                          STATION DESCRIPTION
 AJ0523
 AJ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0523'3.0 MI NE FROM ALTAVISTA.
 AJ0523'TO REACH FROM THE W.W. JONES RANCH HOUSE AT ALTAVISTA-- PROCEED 3.0
 AJ0523'MILES NORTHEASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AJ0523'BENCH MARK IS ABOUT 0.3 MILE SOUTH OF INTERSECTION OF ROAD LEADING
 AJ0523'NORTHWESTERLY, 15.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0523'CENTERLINE OF THE ROAD AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AJ0523'POST.  THE MONUMENT PROJECTS 0.2 FOOT.
 AJ0523
 AJ0523                          STATION RECOVERY (1968)
 AJ0523
 AJ0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0392 ***********************************************************************
 AJ0392  DESIGNATION -  S 627
 AJ0392  PID         -  AJ0392
 AJ0392  STATE/COUNTY-  TX/BROOKS
 AJ0392  USGS QUAD   -  RAMIREZ (1969)
 AJ0392
 AJ0392                         *CURRENT SURVEY CONTROL
 AJ0392  ___________________________________________________________________
 AJ0392* NAD 83(1986)-  27 15 51.     (N)    098 24 25.     (W)     SCALED    
 AJ0392* NAVD 88     -        99.420  (meters)     326.18   (feet)  ADJUSTED  
 AJ0392  ___________________________________________________________________
 AJ0392  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AJ0392  DYNAMIC HT  -          99.262 (meters)     325.66  (feet)  COMP
 AJ0392  MODELED GRAV-     979,058.8   (mgal)                       NAVD 88
 AJ0392
 AJ0392  VERT ORDER  -  SECOND    CLASS 0
 AJ0392
 AJ0392.The horizontal coordinates were scaled from a topographic map and have
 AJ0392.an estimated accuracy of +/- 6 seconds.
 AJ0392
 AJ0392.The orthometric height was determined by differential leveling
 AJ0392.and adjusted by the National Geodetic Survey in June 1991..
 AJ0392
 AJ0392.The geoid height was determined by GEOID03.
 AJ0392
 AJ0392.The dynamic height is computed by dividing the NAVD 88
 AJ0392.geopotential number by the normal gravity value computed on the
 AJ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0392.degrees latitude (g = 980.6199 gals.).
 AJ0392
 AJ0392.The modeled gravity was interpolated from observed gravity values.
 AJ0392
 AJ0392;                    North         East    Units  Estimated Accuracy
 AJ0392;SPC TX S     - 5,176,990.      309,210.      MT  (+/- 180 meters Scaled)
 AJ0392
 AJ0392                          SUPERSEDED SURVEY CONTROL
 AJ0392
 AJ0392  NGVD 29 (??/??/92)   99.511  (m)          326.48   (f) ADJ UNCH    2 0
 AJ0392
 AJ0392.Superseded values are not recommended for survey control.
 AJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0392.See file dsdata.txt to determine how the superseded data were derived.
 AJ0392
 AJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR587158(NAD 83)
 AJ0392_MARKER: DB = BENCH MARK DISK
 AJ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0392_STAMPING: S 627 1942
 AJ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0392+STABILITY: SURFACE MOTION
 AJ0392
 AJ0392  HISTORY     - Date     Condition        Report By
 AJ0392  HISTORY     - 1942     MONUMENTED       CGS
 AJ0392
 AJ0392                          STATION DESCRIPTION
 AJ0392
 AJ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0392'16.8 MI W FROM FALFURRIAS.
 AJ0392'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 16.8
 AJ0392'MILES WESTERLY ALONG STATE HIGHWAY NO. 285 TOWARDS HEBBRONVILLE TO THE
 AJ0392'SITE OF THE BENCH MARK.  BENCH MARK IS AT THE INTERSECTION OF ROAD
 AJ0392'LEADING NORTH, 25.0 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, 45.0
 AJ0392'FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY,
 AJ0392'3.0 FEET EAST OF A FENCE CORNER, 2.0 FEET WEST OF A 4X4-INCH WOODEN
 AJ0392'MARKER POST AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.4
 AJ0392'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0117 ***********************************************************************
 AE0117  DESIGNATION -  S 628
 AE0117  PID         -  AE0117
 AE0117  STATE/COUNTY-  TX/JIM HOGG
 AE0117  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0117
 AE0117                         *CURRENT SURVEY CONTROL
 AE0117  ___________________________________________________________________
 AE0117* NAD 83(1986)-  26 55 36.     (N)    098 25 48.     (W)     SCALED    
 AE0117* NAVD 88     -        79.601  (meters)     261.16   (feet)  ADJUSTED  
 AE0117  ___________________________________________________________________
 AE0117  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AE0117  DYNAMIC HT  -          79.472 (meters)     260.73  (feet)  COMP
 AE0117  MODELED GRAV-     979,027.6   (mgal)                       NAVD 88
 AE0117
 AE0117  VERT ORDER  -  SECOND    CLASS 0
 AE0117
 AE0117.The horizontal coordinates were scaled from a topographic map and have
 AE0117.an estimated accuracy of +/- 6 seconds.
 AE0117
 AE0117.The orthometric height was determined by differential leveling
 AE0117.and adjusted by the National Geodetic Survey in June 1991..
 AE0117
 AE0117.The geoid height was determined by GEOID03.
 AE0117
 AE0117.The dynamic height is computed by dividing the NAVD 88
 AE0117.geopotential number by the normal gravity value computed on the
 AE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0117.degrees latitude (g = 980.6199 gals.).
 AE0117
 AE0117.The modeled gravity was interpolated from observed gravity values.
 AE0117
 AE0117;                    North         East    Units  Estimated Accuracy
 AE0117;SPC TX S     - 5,139,600.      306,950.      MT  (+/- 180 meters Scaled)
 AE0117
 AE0117                          SUPERSEDED SURVEY CONTROL
 AE0117
 AE0117  NGVD 29 (??/??/92)   79.657  (m)          261.34   (f) ADJ UNCH    2 0
 AE0117
 AE0117.Superseded values are not recommended for survey control.
 AE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0117.See file dsdata.txt to determine how the superseded data were derived.
 AE0117
 AE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ565784(NAD 83)
 AE0117_MARKER: DB = BENCH MARK DISK
 AE0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0117_STAMPING: S 628 1942
 AE0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0117+STABILITY: SURFACE MOTION
 AE0117
 AE0117  HISTORY     - Date     Condition        Report By
 AE0117  HISTORY     - 1942     MONUMENTED       CGS
 AE0117
 AE0117                          STATION DESCRIPTION
 AE0117
 AE0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0117'20.0 MI W FROM RACHAL.
 AE0117'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0117'PROCEED 20.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0117'MARK.  BENCH MARK IS ABOUT 71.0 FEET SOUTH OF A FENCE, 13.0 FEET NORTH
 AE0117'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT IS
 AE0117'3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AE0117'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0394 ***********************************************************************
 AO0394  DESIGNATION -  S 63
 AO0394  PID         -  AO0394
 AO0394  STATE/COUNTY-  TX/DIMMIT
 AO0394  USGS QUAD   -  ASHERTON (1982)
 AO0394
 AO0394                         *CURRENT SURVEY CONTROL
 AO0394  ___________________________________________________________________
 AO0394* NAD 83(1986)-  28 26 08.     (N)    099 45 57.     (W)     SCALED    
 AO0394* NAVD 88     -       172.383  (meters)     565.56   (feet)  ADJUSTED  
 AO0394  ___________________________________________________________________
 AO0394  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AO0394  DYNAMIC HT  -         172.122 (meters)     564.70  (feet)  COMP
 AO0394  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 AO0394
 AO0394  VERT ORDER  -  FIRST     CLASS II
 AO0394
 AO0394.The horizontal coordinates were scaled from a topographic map and have
 AO0394.an estimated accuracy of +/- 6 seconds.
 AO0394
 AO0394.The orthometric height was determined by differential leveling
 AO0394.and adjusted by the National Geodetic Survey in June 1991..
 AO0394.WARNING-Repeat measurements at this control monument indicate possible
 AO0394.vertical movement.
 AO0394
 AO0394.The geoid height was determined by GEOID03.
 AO0394
 AO0394.The dynamic height is computed by dividing the NAVD 88
 AO0394.geopotential number by the normal gravity value computed on the
 AO0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0394.degrees latitude (g = 980.6199 gals.).
 AO0394
 AO0394.The modeled gravity was interpolated from observed gravity values.
 AO0394
 AO0394;                    North         East    Units  Estimated Accuracy
 AO0394;SPC TXSC     - 4,066,990.      524,980.      MT  (+/- 180 meters Scaled)
 AO0394
 AO0394                          SUPERSEDED SURVEY CONTROL
 AO0394
 AO0394  NGVD 29 (??/??/92)  172.271  (m)          565.19   (f) ADJ UNCH    1 2
 AO0394
 AO0394.Superseded values are not recommended for survey control.
 AO0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0394.See file dsdata.txt to determine how the superseded data were derived.
 AO0394
 AO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS250456(NAD 83)
 AO0394_MARKER: DB = BENCH MARK DISK
 AO0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0394_SP_SET: BUILDING
 AO0394_STAMPING: S 63 1919 ELEV 565.429 FT
 AO0394_MARK LOGO: CGS   
 AO0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0394
 AO0394  HISTORY     - Date     Condition        Report By
 AO0394  HISTORY     - 1919     MONUMENTED       CGS
 AO0394  HISTORY     - 1957     GOOD             NGS
 AO0394  HISTORY     - 1982     GOOD             NGS
 AO0394  HISTORY     - 19970621 GOOD             USPSQD
 AO0394
 AO0394                          STATION DESCRIPTION
 AO0394
 AO0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0394'1.05 MI S FROM ASHERTON.
 AO0394'0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 83 FROM THE ASHERTON AND GULF
 AO0394'RAILROAD STATION AT ASHERTON, THENCE 0.4 MILE SOUTHEAST ALONG AN OILED
 AO0394'ROAD, AT THE GRAMMAR SCHOOL, 2.7 FEET SOUTHEAST OF THE NORTH CORNER OF
 AO0394'THE BRICK SCHOOL BUILDING, 3.0 FEET ABOVE THE GROUND, SET VERTICALLY
 AO0394'IN THE NORTHEAST BRICK WALL OF THE BUILDING.
 AO0394
 AO0394                          STATION RECOVERY (1982)
 AO0394
 AO0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0394'0.7 KM (0.45 MI) SOUTHWEST ALONG FARM ROAD 190 NORTH (FORMERLY U.S.
 AO0394'HIGHWAY 83) FROM THE POST OFFICE IN ASHERTON, THENCE 0.25 KM (0.15 MI)
 AO0394'SOUTHEAST ALONG THIRTEENTH STREET, THENCE 0.25 KM (0.15 MI) SOUTHWEST
 AO0394'ALONG WASHINGTON STREET AT THE ASHERTON HIGH SCHOOL, A TWO STORY
 AO0394'BUILDING, SET VERICALLY, 0.82 METERS (2.7 FT) SOUTHEAST OF THE NORTH
 AO0394'CORNER OF A TWO STORY BRICK BUILDING, 0.91 METERS (3.0 FT) ABOVE THE
 AO0394'GROUND.
 AO0394'THE MARK IS 1.0 M ABOVE GROUND.
 AO0394
 AO0394                          STATION RECOVERY (1997)
 AO0394
 AO0394'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0070 ***********************************************************************
 AE0070  DESIGNATION -  S 630
 AE0070  PID         -  AE0070
 AE0070  STATE/COUNTY-  TX/HIDALGO
 AE0070  USGS QUAD   -  LINN SIDING (1982)
 AE0070
 AE0070                         *CURRENT SURVEY CONTROL
 AE0070  ___________________________________________________________________
 AE0070* NAD 83(1986)-  26 35 27.     (N)    098 11 41.     (W)     SCALED    
 AE0070* NAVD 88     -        29.198  (meters)      95.79   (feet)  ADJUSTED  
 AE0070  ___________________________________________________________________
 AE0070  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AE0070  DYNAMIC HT  -          29.151 (meters)      95.64  (feet)  COMP
 AE0070  MODELED GRAV-     979,035.3   (mgal)                       NAVD 88
 AE0070
 AE0070  VERT ORDER  -  SECOND    CLASS 0
 AE0070
 AE0070.The horizontal coordinates were scaled from a topographic map and have
 AE0070.an estimated accuracy of +/- 6 seconds.
 AE0070
 AE0070.The orthometric height was determined by differential leveling
 AE0070.and adjusted by the National Geodetic Survey in June 1991..
 AE0070
 AE0070.The geoid height was determined by GEOID03.
 AE0070
 AE0070.The dynamic height is computed by dividing the NAVD 88
 AE0070.geopotential number by the normal gravity value computed on the
 AE0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0070.degrees latitude (g = 980.6199 gals.).
 AE0070
 AE0070.The modeled gravity was interpolated from observed gravity values.
 AE0070
 AE0070;                    North         East    Units  Estimated Accuracy
 AE0070;SPC TX S     - 5,102,430.      330,410.      MT  (+/- 180 meters Scaled)
 AE0070
 AE0070                          SUPERSEDED SURVEY CONTROL
 AE0070
 AE0070  NGVD 29 (??/??/92)   29.303  (m)           96.14   (f) ADJ UNCH    2 0
 AE0070
 AE0070.Superseded values are not recommended for survey control.
 AE0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0070.See file dsdata.txt to determine how the superseded data were derived.
 AE0070
 AE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ801413(NAD 83)
 AE0070_MARKER: DB = BENCH MARK DISK
 AE0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0070_STAMPING: S 630 1942
 AE0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0070+STABILITY: SURFACE MOTION
 AE0070
 AE0070  HISTORY     - Date     Condition        Report By
 AE0070  HISTORY     - 1942     MONUMENTED       CGS
 AE0070  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0070  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0070
 AE0070                          STATION DESCRIPTION
 AE0070
 AE0070'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0070'4.0 MI NW FROM LINN.
 AE0070'4 MILES NW ALONG FR 1017 FROM THE TEXAS AND NEW ORLEANS RR STATION AT
 AE0070'LINN, HIDALGO CO., 0.4 MILE WEST OF A JUNCTION OF A LANE LEADING NE TO
 AE0070'A RANCH HOUSE.  ON THE OUTSIDE OF A SLIGHT CURVE IN THE ROAD, 67 FT N
 AE0070'OF THE CENTERLINE OF THE ROAD, 61 FT. S OF AN E-W FENCE, ABOUT ONE
 AE0070'FOOT ABOVE THE LEVEL OF THE ROAD, A STD. DISK STAMPED S 630 1942 AND
 AE0070'SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE GROUND.
 AE0070
 AE0070                          STATION RECOVERY (1992)
 AE0070
 AE0070'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0379 ***********************************************************************
 AX0379  DESIGNATION -  S 631
 AX0379  PID         -  AX0379
 AX0379  STATE/COUNTY-  TX/WHARTON
 AX0379  USGS QUAD   -  WHARTON (1980)
 AX0379
 AX0379                         *CURRENT SURVEY CONTROL
 AX0379  ___________________________________________________________________
 AX0379* NAD 83(1986)-  29 19 23.     (N)    096 06 40.     (W)     SCALED    
 AX0379* NAVD 88     -        32.04   (+/-2cm)     105.1    (feet)  VERTCON   
 AX0379  ___________________________________________________________________
 AX0379  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0379
 AX0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0379
 AX0379.The horizontal coordinates were scaled from a topographic map and have
 AX0379.an estimated accuracy of +/- 6 seconds.
 AX0379
 AX0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0379.The vertical order pertains to the NGVD 29 superseded value.
 AX0379
 AX0379.The geoid height was determined by GEOID03.
 AX0379
 AX0379;                    North         East    Units  Estimated Accuracy
 AX0379;SPC TXSC     - 4,168,570.      880,540.      MT  (+/- 180 meters Scaled)
 AX0379
 AX0379                          SUPERSEDED SURVEY CONTROL
 AX0379
 AX0379  NGVD 29 (??/??/92)   32.038  (m)          105.11   (f) ADJ UNCH    2 0
 AX0379
 AX0379.Superseded values are not recommended for survey control.
 AX0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0379.See file dsdata.txt to determine how the superseded data were derived.
 AX0379
 AX0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT805472(NAD 83)
 AX0379_MARKER: DB = BENCH MARK DISK
 AX0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0379_SP_SET: CULVERT
 AX0379_STAMPING: S 631 1942
 AX0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0379
 AX0379  HISTORY     - Date     Condition        Report By
 AX0379  HISTORY     - 1942     MONUMENTED       CGS
 AX0379
 AX0379                          STATION DESCRIPTION
 AX0379
 AX0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AX0379'1.5 MI NW FROM WHARTON.
 AX0379'TO REACH FROM THE COUNTY COURT HOUSE AT WHARTON-- PROCEED 1.5 MILES
 AX0379'NORTHWESTERLY ALONG GRAVELED ROAD LEADING TOWARDS EAGLE LAKE TO THE
 AX0379'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILES NORTHWEST OF
 AX0379'THE SANTA FE RAILROAD STATION AT WHARTON, ABOUT 350.0 FEET NORTHWEST
 AX0379'OF MILE POLE NO. 42 AND SET HORIZONTALLY IN THE SOUTHWEST HEADWALL OF
 AX0379'A 3-FOOT CONCRETE CULVERT UNDER THE GRAVEL ROAD PARALLELING THE
 AX0379'TRACKS.  IT IS 13.0 FEET SOUTHWEST OF THE CENTERLINE OF THE COUNTY
 AX0379'ROAD.  A STANDARD DISK SET IN A DRILL HOLE, STAMPED S 631 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0537 ***********************************************************************
 AH0537  DESIGNATION -  S 632
 AH0537  PID         -  AH0537
 AH0537  STATE/COUNTY-  TX/KLEBERG
 AH0537  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0537
 AH0537                         *CURRENT SURVEY CONTROL
 AH0537  ___________________________________________________________________
 AH0537* NAD 83(1986)-  27 29 24.     (N)    097 34 21.     (W)     SCALED    
 AH0537* NAVD 88     -         4.842  (meters)      15.89   (feet)  ADJUSTED  
 AH0537  ___________________________________________________________________
 AH0537  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AH0537  DYNAMIC HT  -           4.834 (meters)      15.86  (feet)  COMP
 AH0537  MODELED GRAV-     979,111.1   (mgal)                       NAVD 88
 AH0537
 AH0537  VERT ORDER  -  SECOND    CLASS 0
 AH0537
 AH0537.The horizontal coordinates were scaled from a topographic map and have
 AH0537.an estimated accuracy of +/- 6 seconds.
 AH0537
 AH0537.The orthometric height was determined by differential leveling
 AH0537.and adjusted by the National Geodetic Survey in June 1991..
 AH0537.WARNING-Repeat measurements at this control monument indicate possible
 AH0537.vertical movement.
 AH0537
 AH0537.The geoid height was determined by GEOID03.
 AH0537
 AH0537.The dynamic height is computed by dividing the NAVD 88
 AH0537.geopotential number by the normal gravity value computed on the
 AH0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0537.degrees latitude (g = 980.6199 gals.).
 AH0537
 AH0537.The modeled gravity was interpolated from observed gravity values.
 AH0537
 AH0537;                    North         East    Units  Estimated Accuracy
 AH0537;SPC TX S     - 5,202,350.      391,650.      MT  (+/- 180 meters Scaled)
 AH0537
 AH0537                          SUPERSEDED SURVEY CONTROL
 AH0537
 AH0537  NGVD 29 (??/??/92)    4.967  (m)           16.30   (f) ADJ UNCH    2 0
 AH0537
 AH0537.Superseded values are not recommended for survey control.
 AH0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0537.See file dsdata.txt to determine how the superseded data were derived.
 AH0537
 AH0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR410415(NAD 83)
 AH0537_MARKER: DB = BENCH MARK DISK
 AH0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0537_STAMPING: S 632 1942
 AH0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0537+STABILITY: SURFACE MOTION
 AH0537
 AH0537  HISTORY     - Date     Condition        Report By
 AH0537  HISTORY     - 1942     MONUMENTED       CGS
 AH0537  HISTORY     - 1949     GOOD             NGS
 AH0537  HISTORY     - 1951     GOOD             NGS
 AH0537
 AH0537                          STATION DESCRIPTION
 AH0537
 AH0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0537'5.5 MI SW FROM LAURELES RANCH.
 AH0537'LOCATED ON THE KING RANCH, 5.5 MI. SW OF LAURELES RANCH HEADQUARTERS.
 AH0537'TO REACH FROM LAURELES RANCH, PROCEED W. ON PAVED ROAD TO ROAD FORK.
 AH0537'TURN S. ALONG ROCK-SURFACED ROAD 3.4 MI. TO BUMP-GATE.  TURN SHARPLY
 AH0537'LEFT (NNE) BACK ALONG FIELD TRAIL 0.3 MI. TO VICINITY OF MARK.  BENCH
 AH0537'MARK IS 0.3 N. OF NORIA MARIA WINDMILL, 0.15 MI. E. OF ROCK-SURFACED
 AH0537'ROAD, 34.5 FT. ESE OF CENTERLINE OF FIELD TRAIL, AND 3.2 FT. NW OF A 4
 AH0537'X 4-INCH WHITE WOOD WITNESS POST.  MARK IS A STANDARD DISK STAMPED S
 AH0537'632 1942 SET IN A 6 X 6-INCH CONCRETE MONUMENT PROJECTING 0.5 FT.
 AH0537
 AH0537                          STATION RECOVERY (1951)
 AH0537
 AH0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0458 ***********************************************************************
 AH0458  DESIGNATION -  S 633
 AH0458  PID         -  AH0458
 AH0458  STATE/COUNTY-  TX/KLEBERG
 AH0458  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH0458
 AH0458                         *CURRENT SURVEY CONTROL
 AH0458  ___________________________________________________________________
 AH0458* NAD 83(1986)-  27 28 34.     (N)    097 26 11.     (W)     SCALED    
 AH0458* NAVD 88     -         4.818  (meters)      15.81   (feet)  ADJUSTED  
 AH0458  ___________________________________________________________________
 AH0458  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH0458  DYNAMIC HT  -           4.811 (meters)      15.78  (feet)  COMP
 AH0458  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 AH0458
 AH0458  VERT ORDER  -  SECOND    CLASS 0
 AH0458
 AH0458.The horizontal coordinates were scaled from a topographic map and have
 AH0458.an estimated accuracy of +/- 6 seconds.
 AH0458
 AH0458.The orthometric height was determined by differential leveling
 AH0458.and adjusted by the National Geodetic Survey in June 1991..
 AH0458
 AH0458.The geoid height was determined by GEOID03.
 AH0458
 AH0458.The dynamic height is computed by dividing the NAVD 88
 AH0458.geopotential number by the normal gravity value computed on the
 AH0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0458.degrees latitude (g = 980.6199 gals.).
 AH0458
 AH0458.The modeled gravity was interpolated from observed gravity values.
 AH0458
 AH0458;                    North         East    Units  Estimated Accuracy
 AH0458;SPC TX S     - 5,200,920.      405,110.      MT  (+/- 180 meters Scaled)
 AH0458
 AH0458                          SUPERSEDED SURVEY CONTROL
 AH0458
 AH0458  NGVD 29 (??/??/92)    4.954  (m)           16.25   (f) ADJ UNCH    2 0
 AH0458
 AH0458.Superseded values are not recommended for survey control.
 AH0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0458.See file dsdata.txt to determine how the superseded data were derived.
 AH0458
 AH0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR544401(NAD 83)
 AH0458_MARKER: DB = BENCH MARK DISK
 AH0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0458_STAMPING: S 633 1942
 AH0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0458+STABILITY: SURFACE MOTION
 AH0458
 AH0458  HISTORY     - Date     Condition        Report By
 AH0458  HISTORY     - 1942     MONUMENTED       CGS
 AH0458  HISTORY     - 1949     MARK NOT FOUND   NGS
 AH0458
 AH0458                          STATION DESCRIPTION
 AH0458
 AH0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0458'6.8 MI SE FROM LAURELES RANCH.
 AH0458'TO REACH FROM THE LAURELES RANCH HEADQUARTERS.  PROCEED 3.8 MILES
 AH0458'EASTERLY ALONG GRADED ROAD TO ENTRANCE TO FLYING FIELD NO. 12, TURN
 AH0458'SOUTH ON TRACK ROAD ALONG WEST SIDE OF THE FIELD AND GO 3.0 MILES
 AH0458'SOUTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS 1.0 MILE NORTHWEST
 AH0458'OF THE CORRAL AT THE OJO DE AQUA RANCH, 12 FEET SOUTHWEST OF AND ABOUT
 AH0458'THE SAME ELEVATION AS THE CENTERLINE OF THE TRACK ROAD, 3 FEET NORTH
 AH0458'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AH0458
 AH0458                          STATION RECOVERY (1949)
 AH0458
 AH0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1316 ***********************************************************************
 AB1316  DESIGNATION -  S 637
 AB1316  PID         -  AB1316
 AB1316  STATE/COUNTY-  TX/KENEDY
 AB1316  USGS QUAD   -  ARMSTRONG (1982)
 AB1316
 AB1316                         *CURRENT SURVEY CONTROL
 AB1316  ___________________________________________________________________
 AB1316* NAD 83(1986)-  26 59 50.     (N)    097 47 43.     (W)     SCALED    
 AB1316* NAVD 88     -        12.428  (meters)      40.77   (feet)  ADJUSTED  
 AB1316  ___________________________________________________________________
 AB1316  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AB1316  DYNAMIC HT  -          12.408 (meters)      40.71  (feet)  COMP
 AB1316  MODELED GRAV-     979,080.0   (mgal)                       NAVD 88
 AB1316
 AB1316  VERT ORDER  -  FIRST     CLASS II
 AB1316
 AB1316.The horizontal coordinates were scaled from a topographic map and have
 AB1316.an estimated accuracy of +/- 6 seconds.
 AB1316
 AB1316.The orthometric height was determined by differential leveling
 AB1316.and adjusted by the National Geodetic Survey in June 1991..
 AB1316
 AB1316.The geoid height was determined by GEOID03.
 AB1316
 AB1316.The dynamic height is computed by dividing the NAVD 88
 AB1316.geopotential number by the normal gravity value computed on the
 AB1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1316.degrees latitude (g = 980.6199 gals.).
 AB1316
 AB1316.The modeled gravity was interpolated from observed gravity values.
 AB1316
 AB1316;                    North         East    Units  Estimated Accuracy
 AB1316;SPC TX S     - 5,147,610.      369,940.      MT  (+/- 180 meters Scaled)
 AB1316
 AB1316                          SUPERSEDED SURVEY CONTROL
 AB1316
 AB1316  NGVD 29 (??/??/92)   12.51   (m)           41.0    (f) COMPUTED    1 2
 AB1316
 AB1316.Superseded values are not recommended for survey control.
 AB1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1316.See file dsdata.txt to determine how the superseded data were derived.
 AB1316
 AB1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ195866(NAD 83)
 AB1316_MARKER: DB = BENCH MARK DISK
 AB1316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB1316_SP_SET: ABUTMENT
 AB1316_STAMPING: S 637 1942
 AB1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1316
 AB1316  HISTORY     - Date     Condition        Report By
 AB1316  HISTORY     - 1942     MONUMENTED       CGS
 AB1316  HISTORY     - 1951     GOOD             NGS
 AB1316
 AB1316                          STATION DESCRIPTION
 AB1316
 AB1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB1316'0.5 MI S FROM TURCOTTE.
 AB1316'0.5 MILE SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB1316'FROM THE STATION SIGN AT TURCOTTE, 3 1/2 POLES NORTH OF MILEPOST 82,
 AB1316'15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AB1316'WEST WINGWALL OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE UNDER THE
 AB1316'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1317 ***********************************************************************
 AB1317  DESIGNATION -  S 637 RESET 1951
 AB1317  PID         -  AB1317
 AB1317  STATE/COUNTY-  TX/KENEDY
 AB1317  USGS QUAD   -  ARMSTRONG (1982)
 AB1317
 AB1317                         *CURRENT SURVEY CONTROL
 AB1317  ___________________________________________________________________
 AB1317* NAD 83(1986)-  26 59 50.     (N)    097 47 43.     (W)     SCALED    
 AB1317* NAVD 88     -         9.73   (meters)      31.9    (feet)  RESET     
 AB1317  ___________________________________________________________________
 AB1317  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AB1317
 AB1317  VERT ORDER  -  THIRD
 AB1317
 AB1317.The horizontal coordinates were scaled from a topographic map and have
 AB1317.an estimated accuracy of +/- 6 seconds.
 AB1317
 AB1317.The orthometric height was computed from unverified reset data.
 AB1317
 AB1317.The geoid height was determined by GEOID03.
 AB1317
 AB1317;                    North         East    Units  Estimated Accuracy
 AB1317;SPC TX S     - 5,147,610.      369,940.      MT  (+/- 180 meters Scaled)
 AB1317
 AB1317                          SUPERSEDED SURVEY CONTROL
 AB1317
 AB1317.No superseded survey control is available for this station.
 AB1317
 AB1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ195866(NAD 83)
 AB1317_MARKER: DB = BENCH MARK DISK
 AB1317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB1317_SP_SET: ABUTMENT
 AB1317_STAMPING: S 637 RESET 1951
 AB1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1317
 AB1317  HISTORY     - Date     Condition        Report By
 AB1317  HISTORY     - 1951     MONUMENTED       TXHD
 AB1317  HISTORY     - 1951     GOOD             NGS
 AB1317  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB1317
 AB1317                          STATION DESCRIPTION
 AB1317
 AB1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB1317'0.5 MI S FROM TURCOTTE.
 AB1317'0.5 MILE SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION SIGN
 AB1317'AT TURCOTTE, KENEDY COUNTY, 3-1/2 POLES NORTH OF MILEPOST 82, 15 FEET
 AB1317'WEST OF THE CENTERLINE OF THE HIGHWAY, A STANDARD DISK, STAMPED S 637
 AB1317'RESET 1951 AND SET IN THE TOP OF THE WEST WING WALL OF THE SOUTH
 AB1317'ABUTMENT OF A CONCRETE BRIDGE UNDER THE HIGHWAY.
 AB1317
 AB1317                          STATION RECOVERY (1981)
 AB1317
 AB1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1317'NOT RECOVERED THIS DATE, BRIDGE RECONSTRUCTED, WINGWALL GONE, DISK
 AB1317'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0504 ***********************************************************************
 AE0504  DESIGNATION -  S 638
 AE0504  PID         -  AE0504
 AE0504  STATE/COUNTY-  TX/HIDALGO
 AE0504  USGS QUAD   -  EDINBURG (1983)
 AE0504
 AE0504                         *CURRENT SURVEY CONTROL
 AE0504  ___________________________________________________________________
 AE0504* NAD 83(1986)-  26 18 32.     (N)    098 12 44.     (W)     SCALED    
 AE0504* NAVD 88     -        29.829  (meters)      97.86   (feet)  ADJUSTED  
 AE0504  ___________________________________________________________________
 AE0504  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0504  DYNAMIC HT  -          29.780 (meters)      97.70  (feet)  COMP
 AE0504  MODELED GRAV-     979,009.7   (mgal)                       NAVD 88
 AE0504
 AE0504  VERT ORDER  -  SECOND    CLASS 0
 AE0504
 AE0504.The horizontal coordinates were scaled from a topographic map and have
 AE0504.an estimated accuracy of +/- 6 seconds.
 AE0504
 AE0504.The orthometric height was determined by differential leveling
 AE0504.and adjusted by the National Geodetic Survey in June 1991..
 AE0504
 AE0504.The geoid height was determined by GEOID03.
 AE0504
 AE0504.The dynamic height is computed by dividing the NAVD 88
 AE0504.geopotential number by the normal gravity value computed on the
 AE0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0504.degrees latitude (g = 980.6199 gals.).
 AE0504
 AE0504.The modeled gravity was interpolated from observed gravity values.
 AE0504
 AE0504;                    North         East    Units  Estimated Accuracy
 AE0504;SPC TX S     - 5,071,190.      328,740.      MT  (+/- 180 meters Scaled)
 AE0504
 AE0504                          SUPERSEDED SURVEY CONTROL
 AE0504
 AE0504  NGVD 29 (??/??/92)   29.940  (m)           98.23   (f) ADJ UNCH    2 0
 AE0504
 AE0504.Superseded values are not recommended for survey control.
 AE0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0504.See file dsdata.txt to determine how the superseded data were derived.
 AE0504
 AE0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ786101(NAD 83)
 AE0504_MARKER: DB = BENCH MARK DISK
 AE0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0504_STAMPING: S 638 1942
 AE0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0504+STABILITY: SURFACE MOTION
 AE0504
 AE0504  HISTORY     - Date     Condition        Report By
 AE0504  HISTORY     - 1942     MONUMENTED       CGS
 AE0504  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0504  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0504
 AE0504                          STATION DESCRIPTION
 AE0504
 AE0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0504'3.1 MI W FROM EDINBURG.
 AE0504'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 3.1 MILES
 AE0504'WESTERLY ALONG STATE HIGHWAY NO. 107 TO INTERSECTION OF STATE HIGHWAY
 AE0504'NO. 336 AND SITE OF BENCH MARK.  BENCH MARK IS 58.0 FEET NORTHWEST OF
 AE0504'THE CENTER OF INTERSECTION OF HIGHWAYS, 54.0 FEET SOUTHEAST OF THE
 AE0504'SOUTHEAST CORNER OF A FARM HOUSE AND 42.0 FEET NORTH OF AND ABOUT THE
 AE0504'SAME ELEVATION AS THE CENTERLINE OF STATE HIGHWAY NO. 107.  IT IS 6.0
 AE0504'FEET WEST OF A POWERLINE POLE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AE0504'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0504
 AE0504                          STATION RECOVERY (1961)
 AE0504
 AE0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0504'MARK NOT FOUND.
 AE0504
 AE0504                          STATION RECOVERY (1992)
 AE0504
 AE0504'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1096 ***********************************************************************
 AW1096  DESIGNATION -  S 639 RESET
 AW1096  PID         -  AW1096
 AW1096  STATE/COUNTY-  TX/HARRIS
 AW1096  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1096
 AW1096                         *CURRENT SURVEY CONTROL
 AW1096  ___________________________________________________________________
 AW1096* NAD 83(1986)-  29 34 25.     (N)    095 09 07.     (W)     SCALED    
 AW1096* NAVD 88     -         7.452  (meters)      24.45   (feet)  ADJUSTED  
 AW1096  ___________________________________________________________________
 AW1096  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW1096  DYNAMIC HT  -           7.441 (meters)      24.41  (feet)  COMP
 AW1096  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AW1096  OBS GRAVITY -     979,274.3   (mgal)                       GRAV_OBS
 AW1096
 AW1096  VERT ORDER  -  FIRST     CLASS I
 AW1096
 AW1096.The horizontal coordinates were scaled from a topographic map and have
 AW1096.an estimated accuracy of +/- 6 seconds.
 AW1096
 AW1096.The orthometric height was determined by differential leveling
 AW1096.and adjusted by the National Geodetic Survey in June 1991..
 AW1096
 AW1096.The geoid height was determined by GEOID03.
 AW1096
 AW1096.The dynamic height is computed by dividing the NAVD 88
 AW1096.geopotential number by the normal gravity value computed on the
 AW1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1096.degrees latitude (g = 980.6199 gals.).
 AW1096
 AW1096.The modeled gravity was interpolated from observed gravity values.
 AW1096.The observed gravity was obtained from relative gravimeter ties
 AW1096.to the IGSN71 gravity network.
 AW1096
 AW1096;                    North         East    Units  Estimated Accuracy
 AW1096;SPC TXSC     - 4,199,000.      972,750.      MT  (+/- 180 meters Scaled)
 AW1096
 AW1096                          SUPERSEDED SURVEY CONTROL
 AW1096
 AW1096  NGVD 29 (12/23/87)    7.448  (m)           24.44   (f) ADJUSTED    1 1
 AW1096
 AW1096.Superseded values are not recommended for survey control.
 AW1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1096.See file dsdata.txt to determine how the superseded data were derived.
 AW1096
 AW1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN915734(NAD 83)
 AW1096_MARKER: DB = BENCH MARK DISK
 AW1096_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1096_SP_SET: HEADWALL
 AW1096_STAMPING: S 639 RESET 1965
 AW1096_MARK LOGO: CGS   
 AW1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1096+STABILITY: SURFACE MOTION
 AW1096
 AW1096  HISTORY     - Date     Condition        Report By
 AW1096  HISTORY     - 1965     MONUMENTED       RBNF
 AW1096  HISTORY     - 1973     GOOD             NGS
 AW1096  HISTORY     - 1976     GOOD             NGS
 AW1096  HISTORY     - 1976     GOOD             NGS
 AW1096  HISTORY     - 1978     GOOD             DOD
 AW1096  HISTORY     - 1978     GOOD             NGS
 AW1096  HISTORY     - 1981     GOOD             NGS
 AW1096  HISTORY     - 1983     GOOD             NGS
 AW1096  HISTORY     - 1986     GOOD             NGS
 AW1096  HISTORY     - 1987     GOOD             USPSQD
 AW1096  HISTORY     - 1987     GOOD             USPSQD
 AW1096  HISTORY     - 1987     GOOD             USPSQD
 AW1096  HISTORY     - 1987     GOOD             USPSQD
 AW1096  HISTORY     - 1987     GOOD             USPSQD
 AW1096  HISTORY     - 1988     GOOD             USPSQD
 AW1096  HISTORY     - 1989     GOOD             USPSQD
 AW1096  HISTORY     - 1989     GOOD             USPSQD
 AW1096  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1096  HISTORY     - 1989     GOOD             USPSQD
 AW1096  HISTORY     - 19910216 GOOD             USPSQD
 AW1096  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1096  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 AW1096
 AW1096                          STATION DESCRIPTION
 AW1096
 AW1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1096'3.2 MI NW FROM WEBSTER.
 AW1096'3.2 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF NASA 1
 AW1096'HIGHWAY AT WEBSTER, SET IN THE TOP AND AT THE CENTER OF THE SOUTHWEST
 AW1096'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 38 FEET SOUTHWEST OF
 AW1096'THE CENTER LINE OF THE HIGHWAY, 3 1/2 POLES NORTHWEST AND ACROSS THE
 AW1096'HIGHWAY FROM MILE POLE 18/30, 130 FEET SOUTHWEST OF THE SOUTHWEST
 AW1096'RAIL, AND ABOUT 1.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AW1096
 AW1096                          STATION RECOVERY (1976)
 AW1096
 AW1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1976)
 AW1096
 AW1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1978)
 AW1096
 AW1096'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1978)
 AW1096
 AW1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1981)
 AW1096
 AW1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1983)
 AW1096
 AW1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1986)
 AW1096
 AW1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1096'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--THE
 AW1096'MARK IS BETWEEN THE BAY AREA YMCA FAMILY CENTER AND THE BAY AREA
 AW1096'CHRISTIAN CHURCH, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST.
 AW1096
 AW1096                          STATION RECOVERY (1987)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1987)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1987)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1987)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1987)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1988)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1989)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1989)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1989)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1096'MARK NOT FOUND.
 AW1096
 AW1096                          STATION RECOVERY (1989)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1991)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1096'RECOVERED IN GOOD CONDITION.
 AW1096
 AW1096                          STATION RECOVERY (1993)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1096'MARK NOT FOUND.
 AW1096
 AW1096                          STATION RECOVERY (2005)
 AW1096
 AW1096'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1096'NEW BRIDGE HERE.  HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0158 ***********************************************************************
 AE0158  DESIGNATION -  S 641
 AE0158  PID         -  AE0158
 AE0158  STATE/COUNTY-  TX/HIDALGO
 AE0158  USGS QUAD   -  LA REFORMA (1993)
 AE0158
 AE0158                         *CURRENT SURVEY CONTROL
 AE0158  ___________________________________________________________________
 AE0158* NAD 83(1986)-  26 39 54.     (N)    098 20 34.     (W)     SCALED    
 AE0158* NAVD 88     -        61.533  (meters)     201.88   (feet)  ADJUSTED  
 AE0158  ___________________________________________________________________
 AE0158  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AE0158  DYNAMIC HT  -          61.433 (meters)     201.55  (feet)  COMP
 AE0158  MODELED GRAV-     979,022.2   (mgal)                       NAVD 88
 AE0158
 AE0158  VERT ORDER  -  SECOND    CLASS 0
 AE0158
 AE0158.The horizontal coordinates were scaled from a topographic map and have
 AE0158.an estimated accuracy of +/- 6 seconds.
 AE0158
 AE0158.The orthometric height was determined by differential leveling
 AE0158.and adjusted by the National Geodetic Survey in June 1991..
 AE0158
 AE0158.The geoid height was determined by GEOID03.
 AE0158
 AE0158.The dynamic height is computed by dividing the NAVD 88
 AE0158.geopotential number by the normal gravity value computed on the
 AE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0158.degrees latitude (g = 980.6199 gals.).
 AE0158
 AE0158.The modeled gravity was interpolated from observed gravity values.
 AE0158
 AE0158;                    North         East    Units  Estimated Accuracy
 AE0158;SPC TX S     - 5,110,620.      315,650.      MT  (+/- 180 meters Scaled)
 AE0158
 AE0158                          SUPERSEDED SURVEY CONTROL
 AE0158
 AE0158  NGVD 29 (??/??/92)   61.622  (m)          202.17   (f) ADJ UNCH    2 0
 AE0158
 AE0158.Superseded values are not recommended for survey control.
 AE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0158.See file dsdata.txt to determine how the superseded data were derived.
 AE0158
 AE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ653495(NAD 83)
 AE0158_MARKER: DB = BENCH MARK DISK
 AE0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0158_STAMPING: S 641 1942
 AE0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0158+STABILITY: SURFACE MOTION
 AE0158
 AE0158  HISTORY     - Date     Condition        Report By
 AE0158  HISTORY     - 1942     MONUMENTED       CGS
 AE0158  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0158  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0158
 AE0158                          STATION DESCRIPTION
 AE0158
 AE0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0158'2.5 MI S FROM CIPRES.
 AE0158'TO REACH FROM THE POST OFFICE AT CIPRES-- PROCEED 2.5 MILES SOUTHERLY
 AE0158'ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AE0158'1.0 MILE NORTH OF PUERTO RICO COUNTRY STORE, 20.0 FEET EAST OF AND
 AE0158'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0
 AE0158'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT EAST OF
 AE0158'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0158
 AE0158                          STATION RECOVERY (1972)
 AE0158
 AE0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0158'MARK NOT FOUND.
 AE0158
 AE0158                          STATION RECOVERY (1992)
 AE0158
 AE0158'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0003 ***********************************************************************
 AE0003  DESIGNATION -  S 643
 AE0003  PID         -  AE0003
 AE0003  STATE/COUNTY-  TX/STARR
 AE0003  USGS QUAD   -  BENTSEN RANCH (1972)
 AE0003
 AE0003                         *CURRENT SURVEY CONTROL
 AE0003  ___________________________________________________________________
 AE0003* NAD 83(1986)-  26 33 49.     (N)    098 28 58.     (W)     SCALED    
 AE0003* NAVD 88     -       120.636  (meters)     395.79   (feet)  ADJUSTED  
 AE0003  ___________________________________________________________________
 AE0003  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AE0003  DYNAMIC HT  -         120.438 (meters)     395.14  (feet)  COMP
 AE0003  MODELED GRAV-     979,007.6   (mgal)                       NAVD 88
 AE0003
 AE0003  VERT ORDER  -  SECOND    CLASS 0
 AE0003
 AE0003.The horizontal coordinates were scaled from a topographic map and have
 AE0003.an estimated accuracy of +/- 6 seconds.
 AE0003
 AE0003.The orthometric height was determined by differential leveling
 AE0003.and adjusted by the National Geodetic Survey in June 1991..
 AE0003
 AE0003.The geoid height was determined by GEOID03.
 AE0003
 AE0003.The dynamic height is computed by dividing the NAVD 88
 AE0003.geopotential number by the normal gravity value computed on the
 AE0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0003.degrees latitude (g = 980.6199 gals.).
 AE0003
 AE0003.The modeled gravity was interpolated from observed gravity values.
 AE0003
 AE0003;                    North         East    Units  Estimated Accuracy
 AE0003;SPC TX S     - 5,099,380.      301,720.      MT  (+/- 180 meters Scaled)
 AE0003
 AE0003                          SUPERSEDED SURVEY CONTROL
 AE0003
 AE0003  NGVD 29 (??/??/92)  120.706  (m)          396.02   (f) ADJ UNCH    2 0
 AE0003
 AE0003.Superseded values are not recommended for survey control.
 AE0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0003.See file dsdata.txt to determine how the superseded data were derived.
 AE0003
 AE0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ515382(NAD 83)
 AE0003_MARKER: DB = BENCH MARK DISK
 AE0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0003_STAMPING: S 643 1942
 AE0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0003+STABILITY: SURFACE MOTION
 AE0003
 AE0003  HISTORY     - Date     Condition        Report By
 AE0003  HISTORY     - 1942     MONUMENTED       CGS
 AE0003  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0003
 AE0003                          STATION DESCRIPTION
 AE0003
 AE0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0003'11.3 MI NW FROM MCCOOK.
 AE0003'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.7 MILES NORTHERLY
 AE0003'ALONG DIRT ROAD TO A SHARP CURVE TO THE WEST.  THENCE, GO 6.6 MILES
 AE0003'WESTERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT
 AE0003'THE INTERSECTION OF ROAD LEADING TO THE DD RANCH FEED YARDS, 33.0 FEET
 AE0003'WEST OF THE CENTERLINE OF CATTLE GUARD ACROSS THE RANCH ROAD AND 64.0
 AE0003'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0003'ROAD.  IT IS 2.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0
 AE0003'FOOT EAST OF FENCE CORNER.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0003
 AE0003                          STATION RECOVERY (1972)
 AE0003
 AE0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0649 ***********************************************************************
 AE0649  DESIGNATION -  S 644 RESET
 AE0649  PID         -  AE0649
 AE0649  STATE/COUNTY-  TX/HIDALGO
 AE0649  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0649
 AE0649                         *CURRENT SURVEY CONTROL
 AE0649  ___________________________________________________________________
 AE0649* NAD 83(1986)-  26 16 19.     (N)    098 33 04.     (W)     SCALED    
 AE0649* NAVD 88     -        60.23   (meters)     197.6    (feet)  RESET     
 AE0649  ___________________________________________________________________
 AE0649  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0649
 AE0649  VERT ORDER  -  THIRD
 AE0649
 AE0649.The horizontal coordinates were scaled from a topographic map and have
 AE0649.an estimated accuracy of +/- 6 seconds.
 AE0649
 AE0649.The orthometric height was computed from unverified reset data.
 AE0649
 AE0649.The geoid height was determined by GEOID03.
 AE0649
 AE0649;                    North         East    Units  Estimated Accuracy
 AE0649;SPC TX S     - 5,067,060.      294,900.      MT  (+/- 180 meters Scaled)
 AE0649
 AE0649                          SUPERSEDED SURVEY CONTROL
 AE0649
 AE0649.No superseded survey control is available for this station.
 AE0649
 AE0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ448058(NAD 83)
 AE0649_MARKER: DB = BENCH MARK DISK
 AE0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0649_STAMPING: S 644 RESET 1968
 AE0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0649+STABILITY: SURFACE MOTION
 AE0649
 AE0649  HISTORY     - Date     Condition        Report By
 AE0649  HISTORY     - 1968     MONUMENTED       TXHD
 AE0649  HISTORY     - 1969     GOOD             NGS
 AE0649  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0649  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0649
 AE0649                          STATION DESCRIPTION
 AE0649
 AE0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AE0649'0.8 MI E FROM SULLIVAN CITY.
 AE0649'ABOUT 0.8 MILE EASTERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN
 AE0649'SULLIVAN CITY TO SITE OF BENCH MARK, 0.1 MILE EAST OF THE JUNCTION OF
 AE0649'F.M. HIGHWAY 886 LEADING SOUTH, ON THE NORTH RIGHT-OF-WAY OF U. S.
 AE0649'HIGHWAY 83, AND 1.5 FEET EAST OF A 6-INCH DIAMETER WOODEN WITNESS
 AE0649'POST.  A C AND GS DISK SET IN A CONCRETE POST FLUSH WITH THE SURFACE
 AE0649'OF GROUND.
 AE0649
 AE0649                          STATION RECOVERY (1981)
 AE0649
 AE0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0649'MARK NOT RECOVERED.
 AE0649
 AE0649                          STATION RECOVERY (1992)
 AE0649
 AE0649'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0467 ***********************************************************************
 AE0467  DESIGNATION -  S 645
 AE0467  PID         -  AE0467
 AE0467  STATE/COUNTY-  TX/HIDALGO
 AE0467  USGS QUAD   -  FAYSVILLE (1963)
 AE0467
 AE0467                         *CURRENT SURVEY CONTROL
 AE0467  ___________________________________________________________________
 AE0467* NAD 83(1986)-  26 27 03.     (N)    098 08 03.     (W)     SCALED    
 AE0467* NAVD 88     -        23.415  (meters)      76.82   (feet)  ADJUSTED  
 AE0467  ___________________________________________________________________
 AE0467  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE0467  DYNAMIC HT  -          23.377 (meters)      76.70  (feet)  COMP
 AE0467  MODELED GRAV-     979,023.5   (mgal)                       NAVD 88
 AE0467
 AE0467  VERT ORDER  -  SECOND    CLASS 0
 AE0467
 AE0467.The horizontal coordinates were scaled from a topographic map and have
 AE0467.an estimated accuracy of +/- 6 seconds.
 AE0467
 AE0467.The orthometric height was determined by differential leveling
 AE0467.and adjusted by the National Geodetic Survey in June 1991..
 AE0467
 AE0467.The geoid height was determined by GEOID03.
 AE0467
 AE0467.The dynamic height is computed by dividing the NAVD 88
 AE0467.geopotential number by the normal gravity value computed on the
 AE0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0467.degrees latitude (g = 980.6199 gals.).
 AE0467
 AE0467.The modeled gravity was interpolated from observed gravity values.
 AE0467
 AE0467;                    North         East    Units  Estimated Accuracy
 AE0467;SPC TX S     - 5,086,930.      336,480.      MT  (+/- 180 meters Scaled)
 AE0467
 AE0467                          SUPERSEDED SURVEY CONTROL
 AE0467
 AE0467  NGVD 29 (??/??/92)   23.521  (m)           77.17   (f) ADJ UNCH    2 0
 AE0467
 AE0467.Superseded values are not recommended for survey control.
 AE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0467.See file dsdata.txt to determine how the superseded data were derived.
 AE0467
 AE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ863259(NAD 83)
 AE0467_MARKER: DB = BENCH MARK DISK
 AE0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0467_STAMPING: S 645 1942
 AE0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0467+STABILITY: SURFACE MOTION
 AE0467
 AE0467  HISTORY     - Date     Condition        Report By
 AE0467  HISTORY     - 1942     MONUMENTED       CGS
 AE0467  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0467  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0467
 AE0467                          STATION DESCRIPTION
 AE0467
 AE0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0467'10.5 MI N FROM EDINBURG.
 AE0467'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0467'NORTHERLY ALONG U. S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0467'WEST AND SITE OF THE BENCH MARK.  BENCH MARK IS 48.0 FET WEST OF AND
 AE0467'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 38.0 FEET
 AE0467'SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 3.0 FEET NORTH OF
 AE0467'FENCE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE
 AE0467'MONUMENT PROJECTS 0.4 FOOT.
 AE0467
 AE0467                          STATION RECOVERY (1962)
 AE0467
 AE0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0467'MARK NOT FOUND.
 AE0467
 AE0467                          STATION RECOVERY (1992)
 AE0467
 AE0467'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1006 ***********************************************************************
 AW1006  DESIGNATION -  S 646
 AW1006  PID         -  AW1006
 AW1006  STATE/COUNTY-  TX/HARRIS
 AW1006  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1006
 AW1006                         *CURRENT SURVEY CONTROL
 AW1006  ___________________________________________________________________
 AW1006* NAD 83(1986)-  29 31 33.     (N)    095 10 07.     (W)     SCALED    
 AW1006* NAVD 88     -         7.308  (meters)      23.98   (feet)  ADJUSTED  
 AW1006  ___________________________________________________________________
 AW1006  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1006  DYNAMIC HT  -           7.298 (meters)      23.94  (feet)  COMP
 AW1006  MODELED GRAV-     979,270.7   (mgal)                       NAVD 88
 AW1006  OBS GRAVITY -     979,271.5   (mgal)                       GRAV_OBS
 AW1006
 AW1006  VERT ORDER  -  FIRST     CLASS II
 AW1006
 AW1006.The horizontal coordinates were scaled from a topographic map and have
 AW1006.an estimated accuracy of +/- 6 seconds.
 AW1006
 AW1006.The orthometric height was determined by differential leveling
 AW1006.and adjusted by the National Geodetic Survey in June 1991..
 AW1006
 AW1006.The geoid height was determined by GEOID03.
 AW1006
 AW1006.The dynamic height is computed by dividing the NAVD 88
 AW1006.geopotential number by the normal gravity value computed on the
 AW1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1006.degrees latitude (g = 980.6199 gals.).
 AW1006
 AW1006.The modeled gravity was interpolated from observed gravity values.
 AW1006.The observed gravity was obtained from relative gravimeter ties
 AW1006.to the IGSN71 gravity network.
 AW1006
 AW1006;                    North         East    Units  Estimated Accuracy
 AW1006;SPC TXSC     - 4,193,660.      971,310.      MT  (+/- 180 meters Scaled)
 AW1006
 AW1006                          SUPERSEDED SURVEY CONTROL
 AW1006
 AW1006  NGVD 29 (12/23/87)    7.304  (m)           23.96   (f) ADJUSTED    1 2
 AW1006
 AW1006.Superseded values are not recommended for survey control.
 AW1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1006.See file dsdata.txt to determine how the superseded data were derived.
 AW1006
 AW1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN898682(NAD 83)
 AW1006_MARKER: DB = BENCH MARK DISK
 AW1006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1006_SP_SET: HEADWALL
 AW1006_STAMPING: S 646 1942
 AW1006_MARK LOGO: CGS   
 AW1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1006+STABILITY: SURFACE MOTION
 AW1006
 AW1006  HISTORY     - Date     Condition        Report By
 AW1006  HISTORY     - 1942     MONUMENTED       CGS
 AW1006  HISTORY     - 1973     GOOD             NGS
 AW1006  HISTORY     - 1978     GOOD             DOD
 AW1006  HISTORY     - 1978     GOOD             NGS
 AW1006  HISTORY     - 1987     POOR             USPSQD
 AW1006  HISTORY     - 1987     GOOD             USPSQD
 AW1006  HISTORY     - 1987     POOR             USPSQD
 AW1006  HISTORY     - 1987     POOR             USPSQD
 AW1006  HISTORY     - 1987     POOR             USPSQD
 AW1006  HISTORY     - 1987     GOOD             USPSQD
 AW1006  HISTORY     - 1987     GOOD             USPSQD
 AW1006  HISTORY     - 1987     POOR             NGS
 AW1006  HISTORY     - 1988     GOOD             USPSQD
 AW1006  HISTORY     - 1988     GOOD             USPSQD
 AW1006  HISTORY     - 1988     GOOD             USPSQD
 AW1006  HISTORY     - 1988     GOOD             USPSQD
 AW1006  HISTORY     - 1988     GOOD             USPSQD
 AW1006  HISTORY     - 1988     POOR             USPSQD
 AW1006  HISTORY     - 1988     GOOD             USPSQD
 AW1006  HISTORY     - 1988     GOOD             USPSQD
 AW1006  HISTORY     - 1989     GOOD             USPSQD
 AW1006  HISTORY     - 1989     GOOD             USPSQD
 AW1006  HISTORY     - 1989     POOR             USPSQD
 AW1006  HISTORY     - 1989     GOOD             USPSQD
 AW1006  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1006  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1006  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1006
 AW1006                          STATION DESCRIPTION
 AW1006
 AW1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1006'3.95 MI W FROM WEBSTER.
 AW1006'0.5 MILE SOUTHWEST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE
 AW1006'HIGHWAY 3 AT WEBSTER, THENCE 0.95 MILE NORTHWEST ALONG NORTH TEXAS
 AW1006'AVENUE, THENCE 2.5 MILES SOUTHWEST ALONG FRIENDSWOOD LINK ROAD, AT A
 AW1006'SHARP CURVE IN THE ROAD, IN THE TOP AND 0.7 FOOT EAST OF THE WEST END
 AW1006'OF THE NORTH HEADWALL OF A CULVERT UNDER THE ROAD, 15 FEET NORTH OF
 AW1006'THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 AW1006
 AW1006                          STATION RECOVERY (1978)
 AW1006
 AW1006'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1978)
 AW1006
 AW1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1987)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1006'MARK RECOVERED IN POOR CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1987)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1987)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1006'MARK RECOVERED IN POOR CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1987)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1006'MARK RECOVERED IN POOR CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1987)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1006'MARK RECOVERED IN POOR CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1987)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1987)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1987)
 AW1006
 AW1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1006'RECOVERED IN POOR CONDITION, THE DISK IS SOLID IN PLACE BUT HAS BEEN
 AW1006'STRUCK WITH A HEAVY INSTRUMENT AND STAMPING IS NO LONGER LEGIBLE.
 AW1006
 AW1006                          STATION RECOVERY (1988)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1988)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1988)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1988)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1988)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1988)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1006'MARK RECOVERED IN POOR CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1988)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1988)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1989)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1989)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1989)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1989 (MFS)
 AW1006'MARK RECOVERED IN POOR CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1989)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1006'RECOVERED IN GOOD CONDITION.
 AW1006
 AW1006                          STATION RECOVERY (1997)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1006'MARK NOT FOUND.
 AW1006
 AW1006                          STATION RECOVERY (1999)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1006'MARK NOT FOUND.
 AW1006
 AW1006                          STATION RECOVERY (2000)
 AW1006
 AW1006'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3054 ***********************************************************************
 AW3054  DESIGNATION -  S 647
 AW3054  PID         -  AW3054
 AW3054  STATE/COUNTY-  TX/CHAMBERS
 AW3054  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW3054
 AW3054                         *CURRENT SURVEY CONTROL
 AW3054  ___________________________________________________________________
 AW3054* NAD 83(1986)-  29 32 38.     (N)    094 44 35.     (W)     SCALED    
 AW3054* NAVD 88     -         3.94   (+/-2cm)      12.9    (feet)  VERTCON   
 AW3054  ___________________________________________________________________
 AW3054  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW3054
 AW3054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3054
 AW3054.The horizontal coordinates were scaled from a topographic map and have
 AW3054.an estimated accuracy of +/- 6 seconds.
 AW3054
 AW3054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3054.The vertical order pertains to the NGVD 29 superseded value.
 AW3054
 AW3054.The geoid height was determined by GEOID03.
 AW3054
 AW3054;                    North         East    Units  Estimated Accuracy
 AW3054;SPC TXSC     - 4,197,080.    1,012,460.      MT  (+/- 180 meters Scaled)
 AW3054
 AW3054                          SUPERSEDED SURVEY CONTROL
 AW3054
 AW3054  NGVD 29 (??/??/92)    3.939  (m)           12.92   (f) ADJ UNCH    2 0
 AW3054
 AW3054.Superseded values are not recommended for survey control.
 AW3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3054.See file dsdata.txt to determine how the superseded data were derived.
 AW3054
 AW3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN311695(NAD 83)
 AW3054_MARKER: DB = BENCH MARK DISK
 AW3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3054_STAMPING: S-647 1942
 AW3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3054+STABILITY: SURFACE MOTION
 AW3054
 AW3054  HISTORY     - Date     Condition        Report By
 AW3054  HISTORY     - 1942     MONUMENTED       CGS
 AW3054  HISTORY     - 1946     MARK NOT FOUND   LOCENG
 AW3054
 AW3054                          STATION DESCRIPTION
 AW3054
 AW3054'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3054'0.8 MI NE FROM SMITH POINT.
 AW3054'TO REACH FROM THE POST OFFICE AT SMITH POINT, PROCEED 0.8 MILE
 AW3054'NORTHEAST ALONG A DIRT ROAD TO A SCHOOL HOUSE AND TO SITE OF BENCH
 AW3054'MARK.  BENCH MARK IS 75.0 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 AW3054'THE SMITH POINT SCHOOL HOUSE AT A FENCE CORNER.  IT IS 32.0 FEET
 AW3054'NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF ROAD, ABOUT 2.5 FEET
 AW3054'SOUTH OF A CROSS FENCE AND 2.0 FEET NORTHWEST OF THE RIGHT-OF-WAY
 AW3054'FENCE, ABOUT 20.0 FEET NORTHEAST OF THE CENTERLINE OF A LANE ROAD
 AW3054'LEADING NORTHWEST TO A FARM HOUSE.  MONUMENT IS 2.0 FEET NORTHEAST OF
 AW3054'A 4 X 4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT.
 AW3054
 AW3054                          STATION RECOVERY (1946)
 AW3054
 AW3054'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946
 AW3054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3178 ***********************************************************************
 AW3178  DESIGNATION -  S 648
 AW3178  PID         -  AW3178
 AW3178  STATE/COUNTY-  TX/CHAMBERS
 AW3178  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW3178
 AW3178                         *CURRENT SURVEY CONTROL
 AW3178  ___________________________________________________________________
 AW3178* NAD 83(1986)-  29 43 33.     (N)    094 29 54.     (W)     SCALED    
 AW3178* NAVD 88     -         4.55   (+/-2cm)      14.9    (feet)  VERTCON   
 AW3178  ___________________________________________________________________
 AW3178  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW3178
 AW3178  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3178
 AW3178.The horizontal coordinates were scaled from a topographic map and have
 AW3178.an estimated accuracy of +/- 6 seconds.
 AW3178
 AW3178.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3178.The vertical order pertains to the NGVD 29 superseded value.
 AW3178
 AW3178.The geoid height was determined by GEOID03.
 AW3178
 AW3178;                    North         East    Units  Estimated Accuracy
 AW3178;SPC TXSC     - 4,218,120.    1,035,380.      MT  (+/- 180 meters Scaled)
 AW3178
 AW3178                          SUPERSEDED SURVEY CONTROL
 AW3178
 AW3178  NGVD 29 (??/??/92)    4.547  (m)           14.92   (f) ADJ UNCH    1 2
 AW3178
 AW3178.Superseded values are not recommended for survey control.
 AW3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3178.See file dsdata.txt to determine how the superseded data were derived.
 AW3178
 AW3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN550893(NAD 83)
 AW3178_MARKER: DB = BENCH MARK DISK
 AW3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3178_STAMPING: S 648 1942
 AW3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3178+STABILITY: SURFACE MOTION
 AW3178
 AW3178  HISTORY     - Date     Condition        Report By
 AW3178  HISTORY     - 1942     MONUMENTED       CGS
 AW3178  HISTORY     - 1959     GOOD             NGS
 AW3178  HISTORY     - 1971     GOOD             NGS
 AW3178  HISTORY     - 19890106 MARK NOT FOUND   USPSQD
 AW3178
 AW3178                          STATION DESCRIPTION
 AW3178
 AW3178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3178'10.05 MI SE FROM MONROE CITY.
 AW3178'ABOUT 5.45 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POST OFFICE AT
 AW3178'MONROE CITY, THENCE ABOUT 4.6 MILES SOUTH ALONG FARM ROAD 1941, 37
 AW3178'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.45 MILE SOUTH OF THE
 AW3178'INTERSECTION OF A SHELL ROAD, 3 1/2 FEET EAST OF A FENCE, 2.8 FEET
 AW3178'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 AW3178'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW3178
 AW3178                          STATION RECOVERY (1971)
 AW3178
 AW3178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW3178'RECOVERED IN GOOD CONDITION.
 AW3178
 AW3178                          STATION RECOVERY (1989)
 AW3178
 AW3178'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW3178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0427 ***********************************************************************
 BL0427  DESIGNATION -  S 650
 BL0427  PID         -  BL0427
 BL0427  STATE/COUNTY-  TX/LIBERTY
 BL0427  USGS QUAD   -  DEVERS (1984)
 BL0427
 BL0427                         *CURRENT SURVEY CONTROL
 BL0427  ___________________________________________________________________
 BL0427* NAD 83(1986)-  30 01 37.     (N)    094 34 25.     (W)     SCALED    
 BL0427* NAVD 88     -        16.847  (meters)      55.27   (feet)  ADJUSTED  
 BL0427  ___________________________________________________________________
 BL0427  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0427  DYNAMIC HT  -          16.824 (meters)      55.20  (feet)  COMP
 BL0427  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 BL0427
 BL0427  VERT ORDER  -  FIRST     CLASS I
 BL0427
 BL0427.The horizontal coordinates were scaled from a topographic map and have
 BL0427.an estimated accuracy of +/- 6 seconds.
 BL0427
 BL0427.The orthometric height was determined by differential leveling
 BL0427.and adjusted by the National Geodetic Survey in June 1991..
 BL0427
 BL0427.The geoid height was determined by GEOID03.
 BL0427
 BL0427.The dynamic height is computed by dividing the NAVD 88
 BL0427.geopotential number by the normal gravity value computed on the
 BL0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0427.degrees latitude (g = 980.6199 gals.).
 BL0427
 BL0427.The modeled gravity was interpolated from observed gravity values.
 BL0427
 BL0427;                    North         East    Units  Estimated Accuracy
 BL0427;SPC TX C     - 3,054,320.    1,255,350.      MT  (+/- 180 meters Scaled)
 BL0427
 BL0427                          SUPERSEDED SURVEY CONTROL
 BL0427
 BL0427  NGVD 29 (12/23/87)   16.852  (m)           55.29   (f) ADJUSTED    1 1
 BL0427
 BL0427.Superseded values are not recommended for survey control.
 BL0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0427.See file dsdata.txt to determine how the superseded data were derived.
 BL0427
 BL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP482228(NAD 83)
 BL0427_MARKER: DB = BENCH MARK DISK
 BL0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0427_SP_SET: CONCRETE POST
 BL0427_STAMPING: S 650 1942
 BL0427_MARK LOGO: CGS   
 BL0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0427+STABILITY: SURFACE MOTION
 BL0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0427+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0427
 BL0427  HISTORY     - Date     Condition        Report By
 BL0427  HISTORY     - 1942     MONUMENTED       CGS
 BL0427  HISTORY     - 1972     GOOD             NGS
 BL0427  HISTORY     - 1987     GOOD             NGS
 BL0427  HISTORY     - 19880312 GOOD             USPSQD
 BL0427  HISTORY     - 19950817 GOOD             USPSQD
 BL0427  HISTORY     - 20041004 GOOD             USPSQD
 BL0427
 BL0427                          STATION DESCRIPTION
 BL0427
 BL0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0427'1.05 MI E FROM DEVERS.
 BL0427'ABOUT 1.05 MILES EAST ALONG US HIGHWAY 90 FROM THE SCHOOL THENCE IN
 BL0427'THE NORTHEAST CORNER OF THE JUNCTION OF A PRIVATE DIRT ROAD LEADING TO
 BL0427'THE NORTH, 101.5 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 BL0427'DRIVE SOUTH TO A ONE-STORY HOUSE PAINTED GREEN, 74.5 FEET NORTH OF THE
 BL0427'CENTER LINE OF THE HIGHWAY, 62 FEET EAST OF THE CENTER LINE OF THE
 BL0427'PRIVATE ROAD, 1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 BL0427'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BL0427'PROJECTING 0.3 FOOT.
 BL0427
 BL0427                          STATION RECOVERY (1987)
 BL0427
 BL0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0427'RECOVERED IN GOOD CONDITION.
 BL0427
 BL0427                          STATION RECOVERY (1988)
 BL0427
 BL0427'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJB)
 BL0427'RECOVERED IN GOOD CONDITION.
 BL0427
 BL0427                          STATION RECOVERY (1995)
 BL0427
 BL0427'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0427'RECOVERED IN GOOD CONDITION.
 BL0427
 BL0427                          STATION RECOVERY (2004)
 BL0427
 BL0427'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1466 ***********************************************************************
 AY1466  DESIGNATION -  S 651
 AY1466  PID         -  AY1466
 AY1466  STATE/COUNTY-  TX/UVALDE
 AY1466  USGS QUAD   -  UTOPIA (1969)
 AY1466
 AY1466                         *CURRENT SURVEY CONTROL
 AY1466  ___________________________________________________________________
 AY1466* NAD 83(1986)-  29 35 49.     (N)    099 35 51.     (W)     SCALED    
 AY1466* NAVD 88     -       548.391  (meters)    1799.18   (feet)  ADJUSTED  
 AY1466  ___________________________________________________________________
 AY1466  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AY1466  DYNAMIC HT  -         547.584 (meters)    1796.53  (feet)  COMP
 AY1466  MODELED GRAV-     979,153.7   (mgal)                       NAVD 88
 AY1466
 AY1466  VERT ORDER  -  SECOND    CLASS 0
 AY1466
 AY1466.The horizontal coordinates were scaled from a topographic map and have
 AY1466.an estimated accuracy of +/- 6 seconds.
 AY1466
 AY1466.The orthometric height was determined by differential leveling
 AY1466.and adjusted by the National Geodetic Survey in June 1991..
 AY1466
 AY1466.The geoid height was determined by GEOID03.
 AY1466
 AY1466.The dynamic height is computed by dividing the NAVD 88
 AY1466.geopotential number by the normal gravity value computed on the
 AY1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1466.degrees latitude (g = 980.6199 gals.).
 AY1466
 AY1466.The modeled gravity was interpolated from observed gravity values.
 AY1466
 AY1466;                    North         East    Units  Estimated Accuracy
 AY1466;SPC TXSC     - 4,195,600.      542,130.      MT  (+/- 180 meters Scaled)
 AY1466
 AY1466                          SUPERSEDED SURVEY CONTROL
 AY1466
 AY1466  NGVD 29 (??/??/92)  548.298  (m)         1798.87   (f) ADJ UNCH    2 0
 AY1466
 AY1466.Superseded values are not recommended for survey control.
 AY1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1466.See file dsdata.txt to determine how the superseded data were derived.
 AY1466
 AY1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT421742(NAD 83)
 AY1466_MARKER: DB = BENCH MARK DISK
 AY1466_SETTING: 66 = SET IN ROCK OUTCROP
 AY1466_SP_SET: SANDSTONE OUTCROP
 AY1466_STAMPING: S 651 1953
 AY1466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1466+STABILITY: POSITION/ELEVATION WELL
 AY1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1466+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1466
 AY1466  HISTORY     - Date     Condition        Report By
 AY1466  HISTORY     - 1953     MONUMENTED       CGS
 AY1466  HISTORY     - 20050302 GOOD             USPSQD
 AY1466
 AY1466                          STATION DESCRIPTION
 AY1466
 AY1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1466'5.35 MI W FROM UTOPIA.
 AY1466'0.2 MILE SOUTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1466'THENCE 5.15 MILES WEST ALONG FARM ROAD 1050, 90 YARDS SOUTHWEST OF THE
 AY1466'TOP OF A HILL, ON THE SOUTHEAST SLOPE OF A HILL, 96 FEET NORTHWEST OF
 AY1466'THE CENTER LINE OF THE FARM ROAD, 43 FEET NORTHWEST OF A WITNESS POST,
 AY1466'42 FEET NORTHWEST OF A FENCE, 25 FEET NORTHWEST OF THE CENTER LINE OF
 AY1466'AN OLD ROAD, FLUSH WITH THE GROUND, SET IN THE TOP OF A FLAT SANDSTONE
 AY1466'OUTCROP.
 AY1466
 AY1466                          STATION RECOVERY (2005)
 AY1466
 AY1466'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0216 ***********************************************************************
 AE0216  DESIGNATION -  S 652
 AE0216  PID         -  AE0216
 AE0216  STATE/COUNTY-  TX/HIDALGO
 AE0216  USGS QUAD   -  LINN (1982)
 AE0216
 AE0216                         *CURRENT SURVEY CONTROL
 AE0216  ___________________________________________________________________
 AE0216* NAD 83(1986)-  26 33 43.     (N)    098 03 39.     (W)     SCALED    
 AE0216* NAVD 88     -        21.096  (meters)      69.21   (feet)  ADJUSTED  
 AE0216  ___________________________________________________________________
 AE0216  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AE0216  DYNAMIC HT  -          21.062 (meters)      69.10  (feet)  COMP
 AE0216  MODELED GRAV-     979,041.0   (mgal)                       NAVD 88
 AE0216
 AE0216  VERT ORDER  -  SECOND    CLASS 0
 AE0216
 AE0216.The horizontal coordinates were scaled from a topographic map and have
 AE0216.an estimated accuracy of +/- 6 seconds.
 AE0216
 AE0216.The orthometric height was determined by differential leveling
 AE0216.and adjusted by the National Geodetic Survey in June 1991..
 AE0216
 AE0216.The geoid height was determined by GEOID03.
 AE0216
 AE0216.The dynamic height is computed by dividing the NAVD 88
 AE0216.geopotential number by the normal gravity value computed on the
 AE0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0216.degrees latitude (g = 980.6199 gals.).
 AE0216
 AE0216.The modeled gravity was interpolated from observed gravity values.
 AE0216
 AE0216;                    North         East    Units  Estimated Accuracy
 AE0216;SPC TX S     - 5,099,270.      343,750.      MT  (+/- 180 meters Scaled)
 AE0216
 AE0216                          SUPERSEDED SURVEY CONTROL
 AE0216
 AE0216  NGVD 29 (??/??/92)   21.20   (m)           69.6    (f) COMPUTED    2 0
 AE0216
 AE0216.Superseded values are not recommended for survey control.
 AE0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0216.See file dsdata.txt to determine how the superseded data were derived.
 AE0216
 AE0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ935382(NAD 83)
 AE0216_MARKER: DB = BENCH MARK DISK
 AE0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0216_STAMPING: S 652 1942
 AE0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0216+STABILITY: SURFACE MOTION
 AE0216
 AE0216  HISTORY     - Date     Condition        Report By
 AE0216  HISTORY     - 1942     MONUMENTED       CGS
 AE0216  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0216  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0216
 AE0216                          STATION DESCRIPTION
 AE0216
 AE0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0216'3.7 MI E FROM SAN MANUEL.
 AE0216'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 3.7 MILES
 AE0216'EASTERLY ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0216'ABOUT 300.0 FEET WEST OF CATTLE GUARD, 20.0 FEET SOUTH OF AND ABOUT
 AE0216'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 7.0 FEET NORTH OF A
 AE0216'ROAD FENCE, AND 2.5 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.
 AE0216'MONUMENT PROJECTS 0.5 FOOT.
 AE0216
 AE0216                          STATION RECOVERY (1962)
 AE0216
 AE0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0216'MARK NOT FOUND.
 AE0216
 AE0216                          STATION RECOVERY (1992)
 AE0216
 AE0216'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0693 ***********************************************************************
 AB0693  DESIGNATION -  S 655
 AB0693  PID         -  AB0693
 AB0693  STATE/COUNTY-  TX/HIDALGO
 AB0693  USGS QUAD   -  LASARA (1970)
 AB0693
 AB0693                         *CURRENT SURVEY CONTROL
 AB0693  ___________________________________________________________________
 AB0693* NAD 83(1986)-  26 24 13.     (N)    097 59 47.     (W)     SCALED    
 AB0693* NAVD 88     -        16.453  (meters)      53.98   (feet)  ADJUSTED  
 AB0693  ___________________________________________________________________
 AB0693  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AB0693  DYNAMIC HT  -          16.426 (meters)      53.89  (feet)  COMP
 AB0693  MODELED GRAV-     979,031.9   (mgal)                       NAVD 88
 AB0693
 AB0693  VERT ORDER  -  SECOND    CLASS 0
 AB0693
 AB0693.The horizontal coordinates were scaled from a topographic map and have
 AB0693.an estimated accuracy of +/- 6 seconds.
 AB0693
 AB0693.The orthometric height was determined by differential leveling
 AB0693.and adjusted by the National Geodetic Survey in June 1991..
 AB0693
 AB0693.The geoid height was determined by GEOID03.
 AB0693
 AB0693.The dynamic height is computed by dividing the NAVD 88
 AB0693.geopotential number by the normal gravity value computed on the
 AB0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0693.degrees latitude (g = 980.6199 gals.).
 AB0693
 AB0693.The modeled gravity was interpolated from observed gravity values.
 AB0693
 AB0693;                    North         East    Units  Estimated Accuracy
 AB0693;SPC TX S     - 5,081,750.      350,240.      MT  (+/- 180 meters Scaled)
 AB0693
 AB0693                          SUPERSEDED SURVEY CONTROL
 AB0693
 AB0693  NGVD 29 (??/??/92)   16.549  (m)           54.29   (f) ADJ UNCH    2 0
 AB0693
 AB0693.Superseded values are not recommended for survey control.
 AB0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0693.See file dsdata.txt to determine how the superseded data were derived.
 AB0693
 AB0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ000207(NAD 83)
 AB0693_MARKER: DB = BENCH MARK DISK
 AB0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0693_STAMPING: S 655 1942
 AB0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0693+STABILITY: SURFACE MOTION
 AB0693
 AB0693  HISTORY     - Date     Condition        Report By
 AB0693  HISTORY     - 1942     MONUMENTED       CGS
 AB0693  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0693
 AB0693                          STATION DESCRIPTION
 AB0693
 AB0693'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0693'2.5 MI S FROM LYFORD.
 AB0693'IN HIDALGO COUNTY, ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 96 FROM
 AB0693'THE MISSOURI PACIFIC RAILROAD STATION AT LYFORD, WILLACY COUNTY, ABOUT
 AB0693'4.4 MILES WEST ALONG A GRADED DIRT ROAD, ABOUT 0.9 MILE NORTH ALONG A
 AB0693'GRADED DIRT ROAD, 3.5 MILES WEST ALONG A ROAD, 0.5 MILE NORTH ALONG A
 AB0693'ROAD, AND ABOUT  5.1 MILES WEST ALONG A ROAD.  20.6 FEET WEST OF THE
 AB0693'CENTERLINE OF A NORTH-SOUTH ROAD, 17 FEET NORTH OF THE CENTERLINE OF
 AB0693'THE MAIN ROAD, IN THE SOUTHWEST CORNER OF AN ORCHARD, ABOUT 200 FEET
 AB0693'SOUTHWEST OF A MEXICAN SHACK, 5 FEET EAST OF A POLE, 5 FEET SOUTHWEST
 AB0693'OF A POWER-TRANSMISSION LINE POLE, 3 FEET EAST OF A WHITE WOODEN
 AB0693'WITNESS POST, AND ABOUT 0.6 FOOT HIGHER THAN THE MAIN ROAD. A STANDARD
 AB0693'DISK, STAMPED S 655 1942 AND SET IN THE TOP OF A CONCRETE POST
 AB0693'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0479 ***********************************************************************
 AE0479  DESIGNATION -  S 656
 AE0479  PID         -  AE0479
 AE0479  STATE/COUNTY-  TX/HIDALGO
 AE0479  USGS QUAD   -  EDINBURG (1983)
 AE0479
 AE0479                         *CURRENT SURVEY CONTROL
 AE0479  ___________________________________________________________________
 AE0479* NAD 83(1986)-  26 20 49.     (N)    098 08 54.     (W)     SCALED    
 AE0479* NAVD 88     -        26.740  (meters)      87.73   (feet)  ADJUSTED  
 AE0479  ___________________________________________________________________
 AE0479  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0479  DYNAMIC HT  -          26.697 (meters)      87.59  (feet)  COMP
 AE0479  MODELED GRAV-     979,020.8   (mgal)                       NAVD 88
 AE0479
 AE0479  VERT ORDER  -  SECOND    CLASS 0
 AE0479
 AE0479.The horizontal coordinates were scaled from a topographic map and have
 AE0479.an estimated accuracy of +/- 6 seconds.
 AE0479
 AE0479.The orthometric height was determined by differential leveling
 AE0479.and adjusted by the National Geodetic Survey in June 1991..
 AE0479
 AE0479.The geoid height was determined by GEOID03.
 AE0479
 AE0479.The dynamic height is computed by dividing the NAVD 88
 AE0479.geopotential number by the normal gravity value computed on the
 AE0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0479.degrees latitude (g = 980.6199 gals.).
 AE0479
 AE0479.The modeled gravity was interpolated from observed gravity values.
 AE0479
 AE0479;                    North         East    Units  Estimated Accuracy
 AE0479;SPC TX S     - 5,075,420.      335,100.      MT  (+/- 180 meters Scaled)
 AE0479
 AE0479                          SUPERSEDED SURVEY CONTROL
 AE0479
 AE0479  NGVD 29 (??/??/92)   26.853  (m)           88.10   (f) ADJ UNCH    2 0
 AE0479
 AE0479.Superseded values are not recommended for survey control.
 AE0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0479.See file dsdata.txt to determine how the superseded data were derived.
 AE0479
 AE0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ849143(NAD 83)
 AE0479_MARKER: DB = BENCH MARK DISK
 AE0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0479_STAMPING: S 656 1942
 AE0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0479+STABILITY: SURFACE MOTION
 AE0479
 AE0479  HISTORY     - Date     Condition        Report By
 AE0479  HISTORY     - 1942     MONUMENTED       CGS
 AE0479  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0479
 AE0479                          STATION DESCRIPTION
 AE0479
 AE0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0479'3.6 MI N FROM EDINBURG.
 AE0479'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0479'3.6 MILES ALONG U. S. HIGH WAY NO. 281 TO THE SITE OF THE BENCH MARK.
 AE0479'BENCH MARK IS AT EDGE OF CULTIVATED FIELD AND 31. FEET SOUTH OF
 AE0479'MESQUITE TREE.  IT IS ABOUT 139. FEET NORTHWEST OF CONCRETE STAND
 AE0479'PIPE, 31. FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE
 AE0479'OF PAVEMENT AND 3. FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. THE
 AE0479'MONUMENT PROJECTS 0.5 FOOT.
 AE0479
 AE0479                          STATION RECOVERY (1962)
 AE0479
 AE0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0717 ***********************************************************************
 AB0717  DESIGNATION -  S 657
 AB0717  PID         -  AB0717
 AB0717  STATE/COUNTY-  TX/HIDALGO
 AB0717  USGS QUAD   -  EDCOUCH (1980)
 AB0717
 AB0717                         *CURRENT SURVEY CONTROL
 AB0717  ___________________________________________________________________
 AB0717* NAD 83(1986)-  26 16 45.     (N)    097 52 57.     (W)     SCALED    
 AB0717* NAVD 88     -        16.266  (meters)      53.37   (feet)  ADJUSTED  
 AB0717  ___________________________________________________________________
 AB0717  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AB0717  DYNAMIC HT  -          16.240 (meters)      53.28  (feet)  COMP
 AB0717  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 AB0717
 AB0717  VERT ORDER  -  SECOND    CLASS 0
 AB0717
 AB0717.The horizontal coordinates were scaled from a topographic map and have
 AB0717.an estimated accuracy of +/- 6 seconds.
 AB0717
 AB0717.The orthometric height was determined by differential leveling
 AB0717.and adjusted by the National Geodetic Survey in June 1991..
 AB0717
 AB0717.The geoid height was determined by GEOID03.
 AB0717
 AB0717.The dynamic height is computed by dividing the NAVD 88
 AB0717.geopotential number by the normal gravity value computed on the
 AB0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0717.degrees latitude (g = 980.6199 gals.).
 AB0717
 AB0717.The modeled gravity was interpolated from observed gravity values.
 AB0717
 AB0717;                    North         East    Units  Estimated Accuracy
 AB0717;SPC TX S     - 5,068,010.      361,670.      MT  (+/- 180 meters Scaled)
 AB0717
 AB0717                          SUPERSEDED SURVEY CONTROL
 AB0717
 AB0717  NGVD 29 (??/??/92)   16.367  (m)           53.70   (f) ADJ UNCH    2 0
 AB0717
 AB0717.Superseded values are not recommended for survey control.
 AB0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0717.See file dsdata.txt to determine how the superseded data were derived.
 AB0717
 AB0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ115070(NAD 83)
 AB0717_MARKER: DB = BENCH MARK DISK
 AB0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0717_STAMPING: S 657 1942
 AB0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0717+STABILITY: SURFACE MOTION
 AB0717
 AB0717  HISTORY     - Date     Condition        Report By
 AB0717  HISTORY     - 1942     MONUMENTED       CGS
 AB0717  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0717  HISTORY     - 20040219 MARK NOT FOUND   GEOCAC
 AB0717
 AB0717                          STATION DESCRIPTION
 AB0717
 AB0717'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0717'3.5 MI E FROM LA VILLA.
 AB0717'3.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AB0717'STATION AT LA VILLA, HIDALGO COUNTY, ABOUT 3.8 MILES NORTHWEST OF
 AB0717'SANTA ROSA, 39 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 10 FEET
 AB0717'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHWEST OF A WHITE
 AB0717'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE RAILROAD BED.  A
 AB0717'STANDARD DISK, STAMPED S 657 1942 AND SET IN THE TOP OF A CONCRETE
 AB0717'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AB0717
 AB0717                          STATION RECOVERY (2004)
 AB0717
 AB0717'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0717'RAILROAD ABANDONED.  NO TRACKS, FENCE OR WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1499 ***********************************************************************
 AW1499  DESIGNATION -  S 660
 AW1499  PID         -  AW1499
 AW1499  STATE/COUNTY-  TX/CHAMBERS
 AW1499  USGS QUAD   -  UMBRELLA POINT (1994)
 AW1499
 AW1499                         *CURRENT SURVEY CONTROL
 AW1499  ___________________________________________________________________
 AW1499* NAD 83(1986)-  29 43 47.     (N)    094 50 52.     (W)     SCALED    
 AW1499* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 AW1499  ___________________________________________________________________
 AW1499  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW1499
 AW1499  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1499
 AW1499.The horizontal coordinates were scaled from a topographic map and have
 AW1499.an estimated accuracy of +/- 6 seconds.
 AW1499
 AW1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1499.The vertical order pertains to the NGVD 29 superseded value.
 AW1499
 AW1499.The geoid height was determined by GEOID03.
 AW1499
 AW1499;                    North         East    Units  Estimated Accuracy
 AW1499;SPC TXSC     - 4,217,300.    1,001,580.      MT  (+/- 180 meters Scaled)
 AW1499
 AW1499                          SUPERSEDED SURVEY CONTROL
 AW1499
 AW1499  NGVD 29 (??/??/92)    8.157  (m)           26.76   (f) ADJ UNCH    1 2
 AW1499
 AW1499.Superseded values are not recommended for survey control.
 AW1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1499.See file dsdata.txt to determine how the superseded data were derived.
 AW1499
 AW1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN212902(NAD 83)
 AW1499_MARKER: DB = BENCH MARK DISK
 AW1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1499_STAMPING: S 660 1942
 AW1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1499+STABILITY: SURFACE MOTION
 AW1499
 AW1499  HISTORY     - Date     Condition        Report By
 AW1499  HISTORY     - 1942     MONUMENTED       CGS
 AW1499  HISTORY     - 1973     GOOD             NGS
 AW1499  HISTORY     - 1978     GOOD             NGS
 AW1499  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1499  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1499  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1499  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW1499  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW1499
 AW1499                          STATION DESCRIPTION
 AW1499
 AW1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1499'9.45 MI SW FROM COVE.
 AW1499'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE I-10 OVERPASS
 AW1499'AT COVE, THENCE 4.2 MILES SOUTH ALONG FARM ROAD 2354, TO THE JUNCTION
 AW1499'WITH A SHELL ROAD LEADING WEST, THENCE 0.1 MILE EAST ALONG A GRASSY
 AW1499'LANE, 57 FEET NORTH OF THE CENTER LINE OF AN OLD ROAD GRADE, 77 FEET
 AW1499'NORTHWEST OF AND ACROSS FROM AN OLD ROAD GRADE FROM A JUNCTION POWER
 AW1499'POLE 7K9-15T, 34 FEET WEST OF THE CENTER LINE OF AN OLD ROAD GRADE, 18
 AW1499'FEET EAST OF A 25-INCH OAK TREE, 18 FEET NORTH OF A CORNER POST, 2
 AW1499'FEET EAST OF A FENCE, 1 1/2 FEET WEST OF A METAL WITNESS POST, AND SET
 AW1499'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW1499
 AW1499                          STATION RECOVERY (1978)
 AW1499
 AW1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1499'RECOVERED IN GOOD CONDITION.
 AW1499
 AW1499                          STATION RECOVERY (1988)
 AW1499
 AW1499'RECOVERY NOTE BY US POWER SQUADRON 1988 (KK)
 AW1499'MARK NOT FOUND.
 AW1499
 AW1499                          STATION RECOVERY (1988)
 AW1499
 AW1499'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1499'MARK NOT FOUND.
 AW1499
 AW1499                          STATION RECOVERY (2001)
 AW1499
 AW1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1499'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1499
 AW1499                          STATION RECOVERY (2004)
 AW1499
 AW1499'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1499'MARK NOT FOUND.
 AW1499
 AW1499                          STATION RECOVERY (2005)
 AW1499
 AW1499'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1206 ***********************************************************************
 BL1206  DESIGNATION -  S 661
 BL1206  PID         -  BL1206
 BL1206  STATE/COUNTY-  TX/LIBERTY
 BL1206  USGS QUAD   -  HUFFMAN (1980)
 BL1206
 BL1206                         *CURRENT SURVEY CONTROL
 BL1206  ___________________________________________________________________
 BL1206* NAD 83(1986)-  30 02 24.     (N)    095 02 46.     (W)     SCALED    
 BL1206* NAVD 88     -        21.91   (+/-2cm)      71.9    (feet)  VERTCON   
 BL1206  ___________________________________________________________________
 BL1206  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1206
 BL1206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1206
 BL1206.The horizontal coordinates were scaled from a topographic map and have
 BL1206.an estimated accuracy of +/- 6 seconds.
 BL1206
 BL1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1206.The vertical order pertains to the NGVD 29 superseded value.
 BL1206
 BL1206.The geoid height was determined by GEOID03.
 BL1206
 BL1206;                    North         East    Units  Estimated Accuracy
 BL1206;SPC TX C     - 3,053,500.    1,209,760.      MT  (+/- 180 meters Scaled)
 BL1206
 BL1206                          SUPERSEDED SURVEY CONTROL
 BL1206
 BL1206  NGVD 29 (??/??/92)   21.91   (m)           71.9    (f) COMPUTED    2 0
 BL1206
 BL1206.Superseded values are not recommended for survey control.
 BL1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1206.See file dsdata.txt to determine how the superseded data were derived.
 BL1206
 BL1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP027249(NAD 83)
 BL1206_MARKER: DB = BENCH MARK DISK
 BL1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1206_STAMPING: S 661 1942
 BL1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1206+STABILITY: SURFACE MOTION
 BL1206
 BL1206  HISTORY     - Date     Condition        Report By
 BL1206  HISTORY     - 1942     MONUMENTED       CGS
 BL1206  HISTORY     - 1954     MARK NOT FOUND   NGS
 BL1206  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1206
 BL1206                          STATION DESCRIPTION
 BL1206
 BL1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BL1206'3.45 MI E FROM HUFFMAN.
 BL1206'TO REACH FROM THE HIGH SCHOOL AT HUFFMAN-- PROCEED 0.8 MILE NORTHERLY
 BL1206'ALONG THE CROSBY-HUFFMAN ROAD TO THE HUFFMAN-EASTGATE ROAD
 BL1206'INTERSECTION LEADING EAST, THENCE 2.65 MILES EASTERLY TO SITE OF BENCH
 BL1206'MARK.  BENCH MARK IS ABOUT 0.4 MILE EAST OF A WOODEN BRIDGE OVER CEDAR
 BL1206'BAYOU AND THE HARRIS-LIBERTY COUNTY LINE, ABOUT 0.2 MILE EAST OF A
 BL1206'FRAME FARM HOUSE, AND ABOUT 105.0 FEET NORTH OF THE BEAUMONT SOUR LAKE
 BL1206'AND WESTERN RAILROAD.  IT IS 28.0 FEET NORTH OF AND ABOUT THE SAME
 BL1206'ELEVATION AS THE CENTERLINE OF ROAD, 4.0 FEET NORTH OF A FENCE CORNER,
 BL1206'1.5 FEET WEST OF A FENCE, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 BL1206'MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 BL1206
 BL1206                          STATION RECOVERY (1954)
 BL1206
 BL1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1206'MARK NOT FOUND.
 BL1206
 BL1206                          STATION RECOVERY (2004)
 BL1206
 BL1206'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0512 ***********************************************************************
 BL0512  DESIGNATION -  S 663
 BL0512  PID         -  BL0512
 BL0512  STATE/COUNTY-  TX/LIBERTY
 BL0512  USGS QUAD   -  DAISETTA (1984)
 BL0512
 BL0512                         *CURRENT SURVEY CONTROL
 BL0512  ___________________________________________________________________
 BL0512* NAD 83(1986)-  30 00 52.     (N)    094 40 19.     (W)     SCALED    
 BL0512* NAVD 88     -        18.54   (+/-2cm)      60.8    (feet)  VERTCON   
 BL0512  ___________________________________________________________________
 BL0512  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0512
 BL0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0512
 BL0512.The horizontal coordinates were scaled from a topographic map and have
 BL0512.an estimated accuracy of +/- 6 seconds.
 BL0512
 BL0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0512.The vertical order pertains to the NGVD 29 superseded value.
 BL0512
 BL0512.The geoid height was determined by GEOID03.
 BL0512
 BL0512;                    North         East    Units  Estimated Accuracy
 BL0512;SPC TX C     - 3,052,450.    1,245,950.      MT  (+/- 180 meters Scaled)
 BL0512
 BL0512                          SUPERSEDED SURVEY CONTROL
 BL0512
 BL0512  NGVD 29 (??/??/92)   18.54   (m)           60.8    (f) COMPUTED    2 0
 BL0512
 BL0512.Superseded values are not recommended for survey control.
 BL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0512.See file dsdata.txt to determine how the superseded data were derived.
 BL0512
 BL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP387215(NAD 83)
 BL0512_MARKER: DB = BENCH MARK DISK
 BL0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0512_STAMPING: S 663 1942
 BL0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0512+STABILITY: SURFACE MOTION
 BL0512
 BL0512  HISTORY     - Date     Condition        Report By
 BL0512  HISTORY     - 1942     MONUMENTED       CGS
 BL0512  HISTORY     - 1959     MARK NOT FOUND   NGS
 BL0512  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 BL0512
 BL0512                          STATION DESCRIPTION
 BL0512
 BL0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0512'2.0 MI S FROM RAYWOOD.
 BL0512'2.0 MILES SOUTH ALONG AN IMPROVED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL0512'RAILROAD STATION SIGN AT RAYWOOD, 112 FEET NORTHWEST ACROSS THE ROAD
 BL0512'FROM THE NORTHWEST CORNER FENCE, 34 FEET WEST OF THE CENTERLINE OF THE
 BL0512'ROAD, 32.8 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF THE FENCE, 2
 BL0512'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER
 BL0512'THAN THE ROAD.  A STANDARD DISK, STAMPED S 663 1942 AND SET IN THE TOP
 BL0512'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- THE TOP
 BL0512'PORTION OF A MARK WITH THE IMPRINT OF A DISK WAS FOUND IN THE AREA.
 BL0512
 BL0512                          STATION RECOVERY (2004)
 BL0512
 BL0512'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0827 ***********************************************************************
 AW0827  DESIGNATION -  S 666
 AW0827  PID         -  AW0827
 AW0827  STATE/COUNTY-  TX/HARRIS
 AW0827  USGS QUAD   -  HUMBLE (1995)
 AW0827
 AW0827                         *CURRENT SURVEY CONTROL
 AW0827  ___________________________________________________________________
 AW0827* NAD 83(1986)-  29 52 52.     (N)    095 15 31.     (W)     SCALED    
 AW0827* NAVD 88     -        16.929  (meters)      55.54   (feet)  ADJUSTED  
 AW0827  ___________________________________________________________________
 AW0827  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0827  DYNAMIC HT  -          16.906 (meters)      55.47  (feet)  COMP
 AW0827  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 AW0827  OBS GRAVITY -     979,297.1   (mgal)                       GRAV_OBS
 AW0827
 AW0827  VERT ORDER  -  FIRST     CLASS II
 AW0827
 AW0827.The horizontal coordinates were scaled from a topographic map and have
 AW0827.an estimated accuracy of +/- 6 seconds.
 AW0827
 AW0827.The orthometric height was determined by differential leveling
 AW0827.and adjusted by the National Geodetic Survey in June 1991..
 AW0827
 AW0827.The geoid height was determined by GEOID03.
 AW0827
 AW0827.The dynamic height is computed by dividing the NAVD 88
 AW0827.geopotential number by the normal gravity value computed on the
 AW0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0827.degrees latitude (g = 980.6199 gals.).
 AW0827
 AW0827.The modeled gravity was interpolated from observed gravity values.
 AW0827.The observed gravity was obtained from relative gravimeter ties
 AW0827.to the IGSN71 gravity network.
 AW0827
 AW0827;                    North         East    Units  Estimated Accuracy
 AW0827;SPC TXSC     - 4,232,730.      961,330.      MT  (+/- 180 meters Scaled)
 AW0827
 AW0827                          SUPERSEDED SURVEY CONTROL
 AW0827
 AW0827  NGVD 29 (12/23/87)   16.927  (m)           55.53   (f) ADJUSTED    1 2
 AW0827
 AW0827.Superseded values are not recommended for survey control.
 AW0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0827.See file dsdata.txt to determine how the superseded data were derived.
 AW0827
 AW0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP818077(NAD 83)
 AW0827_MARKER: DB = BENCH MARK DISK
 AW0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0827_SP_SET: CONCRETE POST
 AW0827_STAMPING: S 666 1942
 AW0827_MARK LOGO: CGS   
 AW0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0827+STABILITY: SURFACE MOTION
 AW0827
 AW0827  HISTORY     - Date     Condition        Report By
 AW0827  HISTORY     - 1942     MONUMENTED       CGS
 AW0827  HISTORY     - 1973     GOOD             NGS
 AW0827  HISTORY     - 1978     GOOD             NGS
 AW0827  HISTORY     - 1987     GOOD             NGS
 AW0827
 AW0827                          STATION DESCRIPTION
 AW0827
 AW0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0827'1.05 MI SW FROM DYERSDALE.
 AW0827'ABOUT 1.05 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AW0827'THE CROSSING OF LAKE HOUSTON PARKWAY AT DYERSDALE, NEAR MILEPOST 384,
 AW0827'46.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 32 FEET NORTHWEST OF THE
 AW0827'CENTER LINE OF FARM ROAD 527, 88 1/2 FEET SOUTHEAST OF MILEPOST 384,
 AW0827'43 FEET SOUTH OF A TELEGRAPH POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 AW0827'POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 AW0827'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE
 AW0827'REACHED BY GOING ABOUT 0.7 MILE NORTHEAST ALONG THE EAST HOUSTON ROAD
 AW0827'FROM THE HIBARD MEMORIAL BAPTIST CHURCH AT EAST HOUSTON, THENCE 2.9
 AW0827'MILES NORTH ALONG THE HOUSTON-DYERSDALE ROAD, THENCE 0.45 MILE
 AW0827'NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD.
 AW0827
 AW0827                          STATION RECOVERY (1978)
 AW0827
 AW0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0827'RECOVERED IN GOOD CONDITION.
 AW0827
 AW0827                          STATION RECOVERY (1987)
 AW0827
 AW0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0827'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 AW0827'CHANGE--EAST HOUSTON-DYERSDALE ROAD TO MESA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0865 ***********************************************************************
 AW0865  DESIGNATION -  S 667
 AW0865  PID         -  AW0865
 AW0865  STATE/COUNTY-  TX/HARRIS
 AW0865  USGS QUAD   -  ALDINE (1995)
 AW0865
 AW0865                         *CURRENT SURVEY CONTROL
 AW0865  ___________________________________________________________________
 AW0865* NAD 83(1986)-  29 56 01.     (N)    095 29 54.     (W)     SCALED    
 AW0865* NAVD 88     -        34.04   (+/-2cm)     111.7    (feet)  VERTCON   
 AW0865  ___________________________________________________________________
 AW0865  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW0865
 AW0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0865
 AW0865.The horizontal coordinates were scaled from a topographic map and have
 AW0865.an estimated accuracy of +/- 6 seconds.
 AW0865
 AW0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0865.The vertical order pertains to the NGVD 29 superseded value.
 AW0865
 AW0865.The geoid height was determined by GEOID03.
 AW0865
 AW0865;                    North         East    Units  Estimated Accuracy
 AW0865;SPC TXSC     - 4,237,830.      938,010.      MT  (+/- 180 meters Scaled)
 AW0865
 AW0865                          SUPERSEDED SURVEY CONTROL
 AW0865
 AW0865  NGVD 29 (??/??/92)   34.036  (m)          111.67   (f) ADJ UNCH    2 0
 AW0865
 AW0865.Superseded values are not recommended for survey control.
 AW0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0865.See file dsdata.txt to determine how the superseded data were derived.
 AW0865
 AW0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP588140(NAD 83)
 AW0865_MARKER: DB = BENCH MARK DISK
 AW0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0865_STAMPING: S 667 1942
 AW0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0865+STABILITY: SURFACE MOTION
 AW0865
 AW0865  HISTORY     - Date     Condition        Report By
 AW0865  HISTORY     - 1942     MONUMENTED       CGS
 AW0865  HISTORY     - 1954     GOOD             NGS
 AW0865  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0865  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW0865
 AW0865                          STATION DESCRIPTION
 AW0865
 AW0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW0865'1.85 MI NE FROM NORTH HOUSTON.
 AW0865'0.8 MILE EAST ALONG THE FAIRBANKS AND NORTH HOUSTON ROAD FROM THE
 AW0865'CROSSING OF THE BURLINGTON AND ROCK ISLAND RAILROAD AT NORTH HOUSTON,
 AW0865'THENCE 0.3 MILE SOUTHEAST ALONG FARM ROAD 149, THENCE 0.75 MILE NORTH
 AW0865'ALONG BAMMEL ROAD, 340 FEET SOUTH OF A SMALL WHITE HOUSE, 70 FEET
 AW0865'SOUTH OF THE SOUTHEAST CORNER OF A STOCK PEN, 66 FEET SOUTH OF A
 AW0865'TELEPHONE POLE, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT
 AW0865'WEST OF A FENCE, 0.9 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 AW0865'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW0865
 AW0865                          STATION RECOVERY (1978)
 AW0865
 AW0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0865'NOT RECOVERED.
 AW0865
 AW0865                          STATION RECOVERY (2004)
 AW0865
 AW0865'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2043 ***********************************************************************
 AW2043  DESIGNATION -  S 668
 AW2043  PID         -  AW2043
 AW2043  STATE/COUNTY-  TX/HARRIS
 AW2043  USGS QUAD   -  ALMEDA (1995)
 AW2043
 AW2043                         *CURRENT SURVEY CONTROL
 AW2043  ___________________________________________________________________
 AW2043* NAD 83(1986)-  29 35 44.     (N)    095 25 37.     (W)     SCALED    
 AW2043* NAVD 88     -        17.949  (meters)      58.89   (feet)  ADJUSTED  
 AW2043  ___________________________________________________________________
 AW2043  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW2043  DYNAMIC HT  -          17.925 (meters)      58.81  (feet)  COMP
 AW2043  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AW2043
 AW2043  VERT ORDER  -  FIRST     CLASS II
 AW2043
 AW2043.The horizontal coordinates were scaled from a topographic map and have
 AW2043.an estimated accuracy of +/- 6 seconds.
 AW2043
 AW2043.The orthometric height was determined by differential leveling
 AW2043.and adjusted by the National Geodetic Survey in June 1991..
 AW2043
 AW2043.The geoid height was determined by GEOID03.
 AW2043
 AW2043.The dynamic height is computed by dividing the NAVD 88
 AW2043.geopotential number by the normal gravity value computed on the
 AW2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2043.degrees latitude (g = 980.6199 gals.).
 AW2043
 AW2043.The modeled gravity was interpolated from observed gravity values.
 AW2043
 AW2043;                    North         East    Units  Estimated Accuracy
 AW2043;SPC TXSC     - 4,200,590.      946,040.      MT  (+/- 180 meters Scaled)
 AW2043
 AW2043                          SUPERSEDED SURVEY CONTROL
 AW2043
 AW2043  NGVD 29 (12/23/87)   17.945  (m)           58.87   (f) ADJUSTED    1 2
 AW2043
 AW2043.Superseded values are not recommended for survey control.
 AW2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2043.See file dsdata.txt to determine how the superseded data were derived.
 AW2043
 AW2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN649764(NAD 83)
 AW2043_MARKER: DB = BENCH MARK DISK
 AW2043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2043_SP_SET: HEADWALL
 AW2043_STAMPING: S 668 1942
 AW2043_MARK LOGO: CGS   
 AW2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2043+STABILITY: SURFACE MOTION
 AW2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2043+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2043
 AW2043  HISTORY     - Date     Condition        Report By
 AW2043  HISTORY     - 1942     MONUMENTED       CGS
 AW2043  HISTORY     - 1973     GOOD             NGS
 AW2043  HISTORY     - 1978     GOOD             NGS
 AW2043  HISTORY     - 1987     GOOD             USPSQD
 AW2043  HISTORY     - 1987     GOOD             USPSQD
 AW2043  HISTORY     - 1987     GOOD             NGS
 AW2043  HISTORY     - 1988     GOOD             USPSQD
 AW2043  HISTORY     - 1988     GOOD             USPSQD
 AW2043  HISTORY     - 1989     GOOD             USPSQD
 AW2043  HISTORY     - 1989     GOOD             USPSQD
 AW2043  HISTORY     - 1989     GOOD             USPSQD
 AW2043  HISTORY     - 19900805 GOOD             USPSQD
 AW2043  HISTORY     - 19901208 GOOD             USPSQD
 AW2043  HISTORY     - 19941022 GOOD             USPSQD
 AW2043  HISTORY     - 20040216 GOOD             USPSQD
 AW2043  HISTORY     - 20050217 GOOD             USPSQD
 AW2043
 AW2043                          STATION DESCRIPTION
 AW2043
 AW2043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2043'0.75 MI S FROM ALMEDA.
 AW2043'0.75 MILE SOUTH ALONG STATE HIGHWAY 288 (ALMEDA ROAD) FROM THE
 AW2043'JUNCTION OF ANDERSON ROAD AT ALMEDA, AT THE JUNCTION OF WHITE ROAD
 AW2043'EAST, IN THE TOP AND 0.9 FOOT EAST OF THE WEST END OF THE NORTH
 AW2043'CONCRETE HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER THE ROAD, 51
 AW2043'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 12 1/2 FEET NORTH OF THE
 AW2043'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2043
 AW2043                          STATION RECOVERY (1978)
 AW2043
 AW2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (1987)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (1987)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (1987)
 AW2043
 AW2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (1988)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (1988)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (1989)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (1989)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (1989)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (1990)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (1990)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (1994)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2043'RECOVERED IN GOOD CONDITION.
 AW2043
 AW2043                          STATION RECOVERY (2004)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2043'GO TO N 29 35 43.3 W 095 25 36.1
 AW2043
 AW2043                          STATION RECOVERY (2005)
 AW2043
 AW2043'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2277 ***********************************************************************
 AW2277  DESIGNATION -  S 669
 AW2277  PID         -  AW2277
 AW2277  STATE/COUNTY-  TX/HARRIS
 AW2277  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW2277
 AW2277                         *CURRENT SURVEY CONTROL
 AW2277  ___________________________________________________________________
 AW2277* NAD 83(1986)-  29 45 52.     (N)    095 31 47.     (W)     SCALED    
 AW2277* NAVD 88     -        23.541  (meters)      77.23   (feet)  ADJUSTED  
 AW2277  ___________________________________________________________________
 AW2277  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2277  DYNAMIC HT  -          23.509 (meters)      77.13  (feet)  COMP
 AW2277  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 AW2277
 AW2277  VERT ORDER  -  FIRST     CLASS II
 AW2277
 AW2277.The horizontal coordinates were scaled from a topographic map and have
 AW2277.an estimated accuracy of +/- 6 seconds.
 AW2277
 AW2277.The orthometric height was determined by differential leveling
 AW2277.and adjusted by the National Geodetic Survey in June 1991..
 AW2277
 AW2277.The geoid height was determined by GEOID03.
 AW2277
 AW2277.The dynamic height is computed by dividing the NAVD 88
 AW2277.geopotential number by the normal gravity value computed on the
 AW2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2277.degrees latitude (g = 980.6199 gals.).
 AW2277
 AW2277.The modeled gravity was interpolated from observed gravity values.
 AW2277
 AW2277;                    North         East    Units  Estimated Accuracy
 AW2277;SPC TXSC     - 4,219,000.      935,540.      MT  (+/- 180 meters Scaled)
 AW2277
 AW2277                          SUPERSEDED SURVEY CONTROL
 AW2277
 AW2277  NGVD 29 (12/23/87)   23.535  (m)           77.21   (f) ADJUSTED    1 2
 AW2277
 AW2277.Superseded values are not recommended for survey control.
 AW2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2277.See file dsdata.txt to determine how the superseded data were derived.
 AW2277
 AW2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN553953(NAD 83)
 AW2277_MARKER: DB = BENCH MARK DISK
 AW2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2277_SP_SET: CONCRETE POST
 AW2277_STAMPING: S 669 1942
 AW2277_MARK LOGO: CGS   
 AW2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2277+STABILITY: SURFACE MOTION
 AW2277
 AW2277  HISTORY     - Date     Condition        Report By
 AW2277  HISTORY     - 1942     MONUMENTED       CGS
 AW2277  HISTORY     - 1973     GOOD             NGS
 AW2277  HISTORY     - 1978     GOOD             NGS
 AW2277  HISTORY     - 1983     GOOD             NGS
 AW2277  HISTORY     - 1986     GOOD             NGS
 AW2277  HISTORY     - 1987     GOOD             USPSQD
 AW2277  HISTORY     - 1988     GOOD             USPSQD
 AW2277  HISTORY     - 1990     GOOD             USPSQD
 AW2277  HISTORY     - 19940625 GOOD             USPSQD
 AW2277  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2277
 AW2277                          STATION DESCRIPTION
 AW2277
 AW2277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2277'1.45 MI S FROM HEDWIG VILLAGE.
 AW2277'0.75 MILE SOUTH ALONG BUNKER HILL ROAD FROM THE INTERSTATE HIGHWAY 10
 AW2277'OVERPASS AT HEDWIG VILLAGE, THENCE 0.1 MILE EAST ALONG TAYLORCREST,
 AW2277'THENCE 0.6 MILE SOUTH ALONG BUNKER HILL ROAD, 189 FEET NORTH OF THE
 AW2277'EXTENDED CENTER LINE OF JACK LANE, 32 FEET EAST OF THE CENTER LINE OF
 AW2277'BUNKER HILL ROAD, 32 FEET SOUTH-SOUTHEAST OF A T JUNCTION POWER POLE,
 AW2277'189 FEET SOUTH OF THE EXTENDED CENTER LINE OF VALLEY FORGE STREET
 AW2277'WEST, 230 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY TO A HOUSE AT
 AW2277'430 BUNKER HILL ROAD, 0.8 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL
 AW2277'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 AW2277'FOOT ABOVE THE GROUND.
 AW2277
 AW2277                          STATION RECOVERY (1978)
 AW2277
 AW2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2277'RECOVERED IN GOOD CONDITION.
 AW2277
 AW2277                          STATION RECOVERY (1983)
 AW2277
 AW2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2277'RECOVERED IN GOOD CONDITION.
 AW2277
 AW2277                          STATION RECOVERY (1986)
 AW2277
 AW2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2277'RECOVERED IN GOOD CONDITION.
 AW2277
 AW2277                          STATION RECOVERY (1987)
 AW2277
 AW2277'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2277'RECOVERED IN GOOD CONDITION.
 AW2277
 AW2277                          STATION RECOVERY (1988)
 AW2277
 AW2277'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2277'RECOVERED IN GOOD CONDITION.
 AW2277
 AW2277                          STATION RECOVERY (1990)
 AW2277
 AW2277'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AW2277'RECOVERED IN GOOD CONDITION.
 AW2277
 AW2277                          STATION RECOVERY (1994)
 AW2277
 AW2277'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2277'RECOVERED IN GOOD CONDITION.
 AW2277
 AW2277                          STATION RECOVERY (2004)
 AW2277
 AW2277'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1038 ***********************************************************************
 AB1038  DESIGNATION -  S 670
 AB1038  PID         -  AB1038
 AB1038  STATE/COUNTY-  TX/KENEDY
 AB1038  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1038
 AB1038                         *CURRENT SURVEY CONTROL
 AB1038  ___________________________________________________________________
 AB1038* NAD 83(1986)-  26 40 18.     (N)    097 36 36.     (W)     SCALED    
 AB1038* NAVD 88     -         5.373  (meters)      17.63   (feet)  ADJUSTED  
 AB1038  ___________________________________________________________________
 AB1038  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AB1038  DYNAMIC HT  -           5.364 (meters)      17.60  (feet)  COMP
 AB1038  MODELED GRAV-     979,071.3   (mgal)                       NAVD 88
 AB1038
 AB1038  VERT ORDER  -  SECOND    CLASS 0
 AB1038
 AB1038.The horizontal coordinates were scaled from a topographic map and have
 AB1038.an estimated accuracy of +/- 6 seconds.
 AB1038
 AB1038.The orthometric height was determined by differential leveling
 AB1038.and adjusted by the National Geodetic Survey in June 1991..
 AB1038
 AB1038.The geoid height was determined by GEOID03.
 AB1038
 AB1038.The dynamic height is computed by dividing the NAVD 88
 AB1038.geopotential number by the normal gravity value computed on the
 AB1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1038.degrees latitude (g = 980.6199 gals.).
 AB1038
 AB1038.The modeled gravity was interpolated from observed gravity values.
 AB1038
 AB1038;                    North         East    Units  Estimated Accuracy
 AB1038;SPC TX S     - 5,111,660.      388,580.      MT  (+/- 180 meters Scaled)
 AB1038
 AB1038                          SUPERSEDED SURVEY CONTROL
 AB1038
 AB1038  NGVD 29 (??/??/92)    5.450  (m)           17.88   (f) ADJ UNCH    2 0
 AB1038
 AB1038.Superseded values are not recommended for survey control.
 AB1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1038.See file dsdata.txt to determine how the superseded data were derived.
 AB1038
 AB1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ383508(NAD 83)
 AB1038_MARKER: DB = BENCH MARK DISK
 AB1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1038_STAMPING: S 670 1942
 AB1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1038+STABILITY: SURFACE MOTION
 AB1038
 AB1038  HISTORY     - Date     Condition        Report By
 AB1038  HISTORY     - 1942     MONUMENTED       CGS
 AB1038  HISTORY     - 1956     GOOD             USGS
 AB1038
 AB1038                          STATION DESCRIPTION
 AB1038
 AB1038'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1038'9.0 MI SE FROM NORIAS RANCH.
 AB1038'FROM NORIAS RANCH PROCEED 1.1 MILE SOUTHEAST ALONG HARD SURFACE ROAD
 AB1038'TO A GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 6.7 MILES ALONG TRACK
 AB1038'ROAD TO A GATE, 0.6 MILE SOUTH THRU GATE ALONG FENCE, AND 0.5 MILE
 AB1038'EAST ALONG FENCE, 1 FOOT SOUTH OF FENCE, AND SET IN THE TOP OF A
 AB1038'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0513 ***********************************************************************
 AB0513  DESIGNATION -  S 671
 AB0513  PID         -  AB0513
 AB0513  STATE/COUNTY-  TX/WILLACY
 AB0513  USGS QUAD   -  WILLAMAR (1982)
 AB0513
 AB0513                         *CURRENT SURVEY CONTROL
 AB0513  ___________________________________________________________________
 AB0513* NAD 83(1986)-  26 29 41.     (N)    097 33 11.     (W)     SCALED    
 AB0513* NAVD 88     -         3.814  (meters)      12.51   (feet)  ADJUSTED  
 AB0513  ___________________________________________________________________
 AB0513  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AB0513  DYNAMIC HT  -           3.808 (meters)      12.49  (feet)  COMP
 AB0513  MODELED GRAV-     979,064.2   (mgal)                       NAVD 88
 AB0513
 AB0513  VERT ORDER  -  SECOND    CLASS 0
 AB0513
 AB0513.The horizontal coordinates were scaled from a topographic map and have
 AB0513.an estimated accuracy of +/- 6 seconds.
 AB0513
 AB0513.The orthometric height was determined by differential leveling
 AB0513.and adjusted by the National Geodetic Survey in June 1991..
 AB0513
 AB0513.The geoid height was determined by GEOID03.
 AB0513
 AB0513.The dynamic height is computed by dividing the NAVD 88
 AB0513.geopotential number by the normal gravity value computed on the
 AB0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0513.degrees latitude (g = 980.6199 gals.).
 AB0513
 AB0513.The modeled gravity was interpolated from observed gravity values.
 AB0513
 AB0513;                    North         East    Units  Estimated Accuracy
 AB0513;SPC TX S     - 5,092,100.      394,400.      MT  (+/- 180 meters Scaled)
 AB0513
 AB0513                          SUPERSEDED SURVEY CONTROL
 AB0513
 AB0513  NGVD 29 (??/??/92)    3.880  (m)           12.73   (f) ADJ UNCH    2 0
 AB0513
 AB0513.Superseded values are not recommended for survey control.
 AB0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0513.See file dsdata.txt to determine how the superseded data were derived.
 AB0513
 AB0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ442312(NAD 83)
 AB0513_MARKER: DB = BENCH MARK DISK
 AB0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0513_STAMPING: S 671 1942
 AB0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0513+STABILITY: SURFACE MOTION
 AB0513
 AB0513  HISTORY     - Date     Condition        Report By
 AB0513  HISTORY     - 1942     MONUMENTED       CGS
 AB0513  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0513  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0513
 AB0513                          STATION DESCRIPTION
 AB0513
 AB0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0513'15.1 MI E FROM RAYMONDVILLE.
 AB0513'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0513'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0513'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0513'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0513'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 3.1 MILES TO SITE OF BENCH
 AB0513'MARK.  BENCH MARK IS ABOUT 1.1 MILES EAST OF THE ENTRANCE TO THE SAUZ
 AB0513'RANCH, 54.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AB0513'CENTERLINE OF THE ROAD, 5.0 FEET EAST OF A LARGE FENCE POST, 3.0 FEET
 AB0513'WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5 FEET SOUTH OF THE
 AB0513'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.  A STANDARD DISK,
 AB0513'STAMPED S 671 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AB0513
 AB0513                          STATION RECOVERY (1987)
 AB0513
 AB0513'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0513'MARK NOT FOUND.
 AB0513
 AB0513                          STATION RECOVERY (1988)
 AB0513
 AB0513'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1058 ***********************************************************************
 AB1058  DESIGNATION -  S 672
 AB1058  PID         -  AB1058
 AB1058  STATE/COUNTY-  TX/WILLACY
 AB1058  USGS QUAD   -  EL JARDIN (1975)
 AB1058
 AB1058                         *CURRENT SURVEY CONTROL
 AB1058  ___________________________________________________________________
 AB1058* NAD 83(1986)-  26 30 48.     (N)    097 33 23.     (W)     SCALED    
 AB1058* NAVD 88     -         4.581  (meters)      15.03   (feet)  ADJUSTED  
 AB1058  ___________________________________________________________________
 AB1058  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AB1058  DYNAMIC HT  -           4.574 (meters)      15.01  (feet)  COMP
 AB1058  MODELED GRAV-     979,064.8   (mgal)                       NAVD 88
 AB1058
 AB1058  VERT ORDER  -  SECOND    CLASS 0
 AB1058
 AB1058.The horizontal coordinates were scaled from a topographic map and have
 AB1058.an estimated accuracy of +/- 6 seconds.
 AB1058
 AB1058.The orthometric height was determined by differential leveling
 AB1058.and adjusted by the National Geodetic Survey in June 1991..
 AB1058
 AB1058.The geoid height was determined by GEOID03.
 AB1058
 AB1058.The dynamic height is computed by dividing the NAVD 88
 AB1058.geopotential number by the normal gravity value computed on the
 AB1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1058.degrees latitude (g = 980.6199 gals.).
 AB1058
 AB1058.The modeled gravity was interpolated from observed gravity values.
 AB1058
 AB1058;                    North         East    Units  Estimated Accuracy
 AB1058;SPC TX S     - 5,094,160.      394,050.      MT  (+/- 180 meters Scaled)
 AB1058
 AB1058                          SUPERSEDED SURVEY CONTROL
 AB1058
 AB1058  NGVD 29 (??/??/92)    4.650  (m)           15.26   (f) ADJ UNCH    2 0
 AB1058
 AB1058.Superseded values are not recommended for survey control.
 AB1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1058.See file dsdata.txt to determine how the superseded data were derived.
 AB1058
 AB1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ438333(NAD 83)
 AB1058_MARKER: DB = BENCH MARK DISK
 AB1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1058_STAMPING: S 672 1942
 AB1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1058+STABILITY: SURFACE MOTION
 AB1058
 AB1058  HISTORY     - Date     Condition        Report By
 AB1058  HISTORY     - 1942     MONUMENTED       CGS
 AB1058  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB1058
 AB1058                          STATION DESCRIPTION
 AB1058
 AB1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1058'1.9 MI N FROM SAUZ RANCH.
 AB1058'TO REACH FROM THE SAUZ RANCH HEADQUARTERS, PROCEED NORTHERLY ON TRACK
 AB1058'ROAD TO THE OLD LADIANA RANCH AND GO 1.9 MILES TO A T ROAD
 AB1058'INTERSECTION AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE
 AB1058'NORTH OF A WOODEN BRIDGE, 25.0 FEET SOUTH OF THE CENTERLINE OF THE
 AB1058'EAST-WEST ROAD, 20.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 AB1058'ROAD AND 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
 AB1058
 AB1058                          STATION RECOVERY (1956)
 AB1058
 AB1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0370 ***********************************************************************
 AB0370  DESIGNATION -  S 675
 AB0370  PID         -  AB0370
 AB0370  STATE/COUNTY-  TX/CAMERON
 AB0370  USGS QUAD   -  LA LEONA (1982)
 AB0370
 AB0370                         *CURRENT SURVEY CONTROL
 AB0370  ___________________________________________________________________
 AB0370* NAD 83(1986)-  26 15 22.     (N)    097 25 35.     (W)     SCALED    
 AB0370* NAVD 88     -         3.418  (meters)      11.21   (feet)  ADJUSTED  
 AB0370  ___________________________________________________________________
 AB0370  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 AB0370  DYNAMIC HT  -           3.412 (meters)      11.19  (feet)  COMP
 AB0370  MODELED GRAV-     979,060.7   (mgal)                       NAVD 88
 AB0370
 AB0370  VERT ORDER  -  SECOND    CLASS 0
 AB0370
 AB0370.The horizontal coordinates were scaled from a topographic map and have
 AB0370.an estimated accuracy of +/- 6 seconds.
 AB0370
 AB0370.The orthometric height was determined by differential leveling
 AB0370.and adjusted by the National Geodetic Survey in June 1991..
 AB0370
 AB0370.The geoid height was determined by GEOID03.
 AB0370
 AB0370.The dynamic height is computed by dividing the NAVD 88
 AB0370.geopotential number by the normal gravity value computed on the
 AB0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0370.degrees latitude (g = 980.6199 gals.).
 AB0370
 AB0370.The modeled gravity was interpolated from observed gravity values.
 AB0370
 AB0370;                    North         East    Units  Estimated Accuracy
 AB0370;SPC TX S     - 5,065,760.      407,250.      MT  (+/- 180 meters Scaled)
 AB0370
 AB0370                          SUPERSEDED SURVEY CONTROL
 AB0370
 AB0370  NGVD 29 (??/??/92)    3.522  (m)           11.56   (f) ADJ UNCH    2 0
 AB0370
 AB0370.Superseded values are not recommended for survey control.
 AB0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0370.See file dsdata.txt to determine how the superseded data were derived.
 AB0370
 AB0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ571050(NAD 83)
 AB0370_MARKER: DB = BENCH MARK DISK
 AB0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0370_SP_SET: MONUMENT
 AB0370_STAMPING: S 675 1942
 AB0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0370
 AB0370  HISTORY     - Date     Condition        Report By
 AB0370  HISTORY     - 1942     MONUMENTED       CGS
 AB0370  HISTORY     - 1950     GOOD             NGS
 AB0370
 AB0370                          STATION DESCRIPTION
 AB0370
 AB0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0370'12.1 MI NE FROM RIO HONDO.
 AB0370'12.1 MILES NORTHEAST OF RIO HONDO, CAMERON COUNTY, FROM THE HIGH
 AB0370'SCHOOL IN RIO HONDO, GO EASTERLY ON STATE HIGHWAY 345, 0.9 MILES TO
 AB0370'CROSSROAD, CONTINUE EASTERLY ON PAVED ROAD, 2.1 MILES TO CROSSROAD,
 AB0370'TURN LEFT NORTH AND GO 3.0 MILES, TURN RIGHT EAST AND GO 6.1 MILES TO
 AB0370'A CORRAL AND STATION ON LEFT, 250 FEET NORTHWEST OF A SMALL RANCH
 AB0370'HOUSE, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET WEST OF
 AB0370'THE WEST END OF THE CORRAL, 1 FOOT SOUTH OF THE FENCE AND 3 FEET EAST
 AB0370'OF A WITNESS POST.  A STANDARD DISK IN THE TOP OF A 6 INCH SQUARE
 AB0370'CONCRETE MONUMENT PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0323 ***********************************************************************
 AB0323  DESIGNATION -  S 676
 AB0323  PID         -  AB0323
 AB0323  STATE/COUNTY-  TX/CAMERON
 AB0323  USGS QUAD   -  LA COMA (1983)
 AB0323
 AB0323                         *CURRENT SURVEY CONTROL
 AB0323  ___________________________________________________________________
 AB0323* NAD 83(1986)-  26 13 09.     (N)    097 20 56.     (W)     SCALED    
 AB0323* NAVD 88     -         5.013  (meters)      16.45   (feet)  ADJUSTED  
 AB0323  ___________________________________________________________________
 AB0323  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 AB0323  DYNAMIC HT  -           5.005 (meters)      16.42  (feet)  COMP
 AB0323  MODELED GRAV-     979,065.0   (mgal)                       NAVD 88
 AB0323
 AB0323  VERT ORDER  -  SECOND    CLASS 0
 AB0323
 AB0323.The horizontal coordinates were scaled from a topographic map and have
 AB0323.an estimated accuracy of +/- 6 seconds.
 AB0323
 AB0323.The orthometric height was determined by differential leveling
 AB0323.and adjusted by the National Geodetic Survey in June 1991..
 AB0323
 AB0323.The geoid height was determined by GEOID03.
 AB0323
 AB0323.The dynamic height is computed by dividing the NAVD 88
 AB0323.geopotential number by the normal gravity value computed on the
 AB0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0323.degrees latitude (g = 980.6199 gals.).
 AB0323
 AB0323.The modeled gravity was interpolated from observed gravity values.
 AB0323
 AB0323;                    North         East    Units  Estimated Accuracy
 AB0323;SPC TX S     - 5,061,740.      415,030.      MT  (+/- 180 meters Scaled)
 AB0323
 AB0323                          SUPERSEDED SURVEY CONTROL
 AB0323
 AB0323  NGVD 29 (??/??/92)    5.114  (m)           16.78   (f) ADJ UNCH    2 0
 AB0323
 AB0323.Superseded values are not recommended for survey control.
 AB0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0323.See file dsdata.txt to determine how the superseded data were derived.
 AB0323
 AB0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ649010(NAD 83)
 AB0323_MARKER: DB = BENCH MARK DISK
 AB0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0323_STAMPING: S 676 1942
 AB0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0323+STABILITY: SURFACE MOTION
 AB0323
 AB0323  HISTORY     - Date     Condition        Report By
 AB0323  HISTORY     - 1942     MONUMENTED       CGS
 AB0323  HISTORY     - 1962     GOOD             NGS
 AB0323  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0323  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0323  HISTORY     - 20050820 MARK NOT FOUND   USPSQD
 AB0323
 AB0323                          STATION DESCRIPTION
 AB0323
 AB0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0323'3.1 MI E FROM RIO HONDO.
 AB0323'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0323'MISSOURI PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0323'EAST ALONG A PAVED ROAD, AND 2.0 MILES NORTH ALONG A ROAD.  33 FEET
 AB0323'EAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A WHITE WOODEN
 AB0323'WITNESS POST, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED S
 AB0323'676 1942 AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 AB0323'PROJECTING 6 INCHES ABOVE GROUND.
 AB0323
 AB0323                          STATION RECOVERY (1991)
 AB0323
 AB0323'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0323'MARK NOT FOUND.
 AB0323
 AB0323                          STATION RECOVERY (1993)
 AB0323
 AB0323'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0323'MARK NOT FOUND.
 AB0323
 AB0323                          STATION RECOVERY (2005)
 AB0323
 AB0323'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEP)
 AB0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0301 ***********************************************************************
 AB0301  DESIGNATION -  S 677
 AB0301  PID         -  AB0301
 AB0301  STATE/COUNTY-  TX/CAMERON
 AB0301  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0301
 AB0301                         *CURRENT SURVEY CONTROL
 AB0301  ___________________________________________________________________
 AB0301* NAD 83(1986)-  26 13 55.     (N)    097 27 45.     (W)     SCALED    
 AB0301* NAVD 88     -         5.623  (meters)      18.45   (feet)  ADJUSTED  
 AB0301  ___________________________________________________________________
 AB0301  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 AB0301  DYNAMIC HT  -           5.614 (meters)      18.42  (feet)  COMP
 AB0301  MODELED GRAV-     979,056.0   (mgal)                       NAVD 88
 AB0301
 AB0301  VERT ORDER  -  SECOND    CLASS 0
 AB0301
 AB0301.The horizontal coordinates were scaled from a topographic map and have
 AB0301.an estimated accuracy of +/- 6 seconds.
 AB0301
 AB0301.The orthometric height was determined by differential leveling
 AB0301.and adjusted by the National Geodetic Survey in June 1991..
 AB0301
 AB0301.The geoid height was determined by GEOID03.
 AB0301
 AB0301.The dynamic height is computed by dividing the NAVD 88
 AB0301.geopotential number by the normal gravity value computed on the
 AB0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0301.degrees latitude (g = 980.6199 gals.).
 AB0301
 AB0301.The modeled gravity was interpolated from observed gravity values.
 AB0301
 AB0301;                    North         East    Units  Estimated Accuracy
 AB0301;SPC TX S     - 5,063,060.      403,660.      MT  (+/- 180 meters Scaled)
 AB0301
 AB0301                          SUPERSEDED SURVEY CONTROL
 AB0301
 AB0301  NGVD 29 (??/??/92)    5.728  (m)           18.79   (f) ADJ UNCH    2 0
 AB0301
 AB0301.Superseded values are not recommended for survey control.
 AB0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0301.See file dsdata.txt to determine how the superseded data were derived.
 AB0301
 AB0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ535022(NAD 83)
 AB0301_MARKER: DB = BENCH MARK DISK
 AB0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0301_STAMPING: S 677 1942
 AB0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0301+STABILITY: SURFACE MOTION
 AB0301
 AB0301  HISTORY     - Date     Condition        Report By
 AB0301  HISTORY     - 1942     MONUMENTED       CGS
 AB0301  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0301  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0301  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0301  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0301
 AB0301                          STATION DESCRIPTION
 AB0301
 AB0301'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0301'8.2 MI E FROM RIO HONDO.
 AB0301'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0301'HONDO, CAMERON COUNTY, 6.3 MILES EAST ALONG A PAVED ROAD, AND 1.0 MILE
 AB0301'NORTH ALONG A GRADED ROAD.  0.1 MILE SOUTH OF AN OLD CONCRETE
 AB0301'MILEPOST, 39 FEET WEST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 3
 AB0301'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT EAST OF A
 AB0301'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 677 1942 AND SET IN
 AB0301'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE--
 AB0301'THE AREA HAS BEEN IMPROVED AND THE EDGE OF THE ROAD HAS BEEN DITCHED.
 AB0301'THE MARK MAY HAVE BEEN DESTROYED.
 AB0301
 AB0301                          STATION RECOVERY (1987)
 AB0301
 AB0301'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0301'MARK NOT FOUND.
 AB0301
 AB0301                          STATION RECOVERY (1991)
 AB0301
 AB0301'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0301'MARK NOT FOUND.
 AB0301
 AB0301                          STATION RECOVERY (1993)
 AB0301
 AB0301'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0207 ***********************************************************************
 AB0207  DESIGNATION -  S 678
 AB0207  PID         -  AB0207
 AB0207  STATE/COUNTY-  TX/CAMERON
 AB0207  USGS QUAD   -  LOS FRESNOS (1983)
 AB0207
 AB0207                         *CURRENT SURVEY CONTROL
 AB0207  ___________________________________________________________________
 AB0207* NAD 83(1993)-  26 00 04.08691(N)    097 25 14.17481(W)     ADJUSTED  
 AB0207* NAVD 88     -         3.229  (meters)      10.59   (feet)  ADJUSTED  
 AB0207  ___________________________________________________________________
 AB0207  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AB0207  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB0207  DYNAMIC HT  -           3.224 (meters)      10.58  (feet)  COMP
 AB0207  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 AB0207
 AB0207  HORZ ORDER  -  SECOND
 AB0207  VERT ORDER  -  FIRST     CLASS II
 AB0207
 AB0207.The horizontal coordinates were established by classical geodetic methods
 AB0207.and adjusted by the National Geodetic Survey in February 1996..
 AB0207
 AB0207.The orthometric height was determined by differential leveling
 AB0207.and adjusted by the National Geodetic Survey in June 1991..
 AB0207.WARNING-Repeat measurements at this control monument indicate possible
 AB0207.vertical movement.
 AB0207
 AB0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0207
 AB0207.The geoid height was determined by GEOID03.
 AB0207
 AB0207.The dynamic height is computed by dividing the NAVD 88
 AB0207.geopotential number by the normal gravity value computed on the
 AB0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0207.degrees latitude (g = 980.6199 gals.).
 AB0207
 AB0207.The modeled gravity was interpolated from observed gravity values.
 AB0207
 AB0207;                    North         East     Units Scale Factor Converg.
 AB0207;SPC TX S     - 5,037,520.192   408,069.244   MT  1.00004581   +0 29 24.2
 AB0207;SPC TX S     -16,527,264.16  1,338,807.18   sFT  1.00004581   +0 29 24.2
 AB0207;UTM  14      - 2,876,764.837   658,073.149   MT  0.99990853   +0 41 33.1
 AB0207
 AB0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0207!SPC TX S     -   1.00000291  x   1.00004581  =   1.00004872
 AB0207!UTM  14      -   1.00000291  x   0.99990853  =   0.99991144
 AB0207
 AB0207                          SUPERSEDED SURVEY CONTROL
 AB0207
 AB0207  NAD 83(1986)-  26 00 04.09731(N)    097 25 14.12625(W) AD(       ) 2
 AB0207  NGVD 29 (06/28/90)    3.35   (m)           11.0    (f) LEVELING    3  
 AB0207
 AB0207.Superseded values are not recommended for survey control.
 AB0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0207.See file dsdata.txt to determine how the superseded data were derived.
 AB0207
 AB0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5807376765(NAD 83)
 AB0207_MARKER: DB = BENCH MARK DISK
 AB0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0207_STAMPING: S 678 1942
 AB0207_MARK LOGO: CGS   
 AB0207_PROJECTION: PROJECTING 6 CENTIMETERS
 AB0207_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0207+STABILITY: SURFACE MOTION
 AB0207
 AB0207  HISTORY     - Date     Condition        Report By
 AB0207  HISTORY     - 1942     MONUMENTED       CGS
 AB0207  HISTORY     - 1951     GOOD             NGS
 AB0207  HISTORY     - 1982     GOOD             NGS
 AB0207  HISTORY     - 1984     GOOD             NGS
 AB0207  HISTORY     - 1985     GOOD             NGS
 AB0207  HISTORY     - 19910306 GOOD             USPSQD
 AB0207
 AB0207                          STATION DESCRIPTION
 AB0207
 AB0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0207'9.3 MI NE FROM BROWNSVILLE.
 AB0207'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION OF
 AB0207'U.S. HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE 0.6 MILE
 AB0207'NORTHEAST ALONG STATE HIGHWAY 48, 2.5 MILES NORTH ALONG A GRADED DIRT
 AB0207'ROAD, AND 3.8 MILES NORTHEAST ALONG THE PORT ISABEL ROAD, 0.3 MILE
 AB0207'NORTHEAST OF A CURVE, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 AB0207'3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A
 AB0207'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AB0207'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AB0207
 AB0207                          STATION RECOVERY (1951)
 AB0207
 AB0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0207'RECOVERED IN GOOD CONDITION.
 AB0207
 AB0207                          STATION RECOVERY (1982)
 AB0207
 AB0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0207'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0207'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB0207'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB0207'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE 4.0 KM
 AB0207'(2.5 MI) NORTH ALONG ROBINDALE ROAD, THENCE 2.6 KM (1.6 MI) NORTH
 AB0207'NORTHEAST ALONG OLD PORT ISABEL ROAD TO THE JUNCTION OF STATE HIGHWAY
 AB0207'511, THENCE 3.6 KM (2.25 MI) NORTH NORTHEAST ALONG OLD PORT IASBEL
 AB0207'ROAD AT A POINT ABOUT 0.2 KM (0.1 MI) NORTH NORTHEAST OF A NATURAL GAS
 AB0207'PIPELINE CROSSING, 10.0 METERS (33.0 FT) EAST SOUTHEAST OF THE CENTER
 AB0207'OF OLD PORT ISABEL ROAD, 19.2 METERS (63.0 FT) SOUTH SOUTHWEST OF A
 AB0207'POWERLINE POLE, 1.2 METERS (4.0 FT) SOUTH SOUTHWEST OF A 4 X 4 INCH
 AB0207'WOODEN WITNESS POST, AND 0.46 METERS (1.5 FT) EAST SOUTHEAST OF A
 AB0207'THREE WIRE BARBED FENCE.
 AB0207'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 AB0207'THE MARK IS ABOVE LEVEL WITH OLD PORT ISABEL ROAD.
 AB0207
 AB0207                          STATION RECOVERY (1984)
 AB0207
 AB0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AB0207'MARK IS FLUSH WITH THE GROUND, 8.0 METERS SOUTHEAST OF THE ROAD
 AB0207'CENTER, 19.3 METERS SOUTHWEST OF A UTILITY POLE AND 0.7 METER
 AB0207'SOUTHEAST OF A METAL WITNESS POST IN A NEW FENCELINE. THIS MARK IS
 AB0207'THE AZIMUTH MARK FOR LOMA ALTA 1947.
 AB0207
 AB0207                          STATION RECOVERY (1985)
 AB0207
 AB0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB0207'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) NORTHEAST OF
 AB0207'BROWNSVILLE AND 4.8 KM (3 MI) NORTHWEST OF PORT OF BROWNSVILLE.
 AB0207'OWNERSHIP--BROWNSVILLE NAVIGATION DISTRICT, PORT OF BROWNSVILLE,
 AB0207'POST OFFICE BOX 3070, BROWNSVILLE TX 78523-3070, PHONE 512-831-4592.
 AB0207'
 AB0207'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 48 AND FARM
 AB0207'ROAD 511 AT PORT OF BROWNSVILLE, GO NORTHWEST ON FARM ROAD 511 FOR
 AB0207'4.1 KM (2.55 MI) TO A CROSSROAD. TURN RIGHT, ON A DIRT ROAD,
 AB0207'NORTHEAST, FOR 2.9 KM (1.8 MI) TO A ROAD RIGHT WHERE MAIN ROAD
 AB0207'TURNS LEFT. CONTINUE NORTH ON THE MAIN ROAD FOR 0.56 KM (0.35 MI)
 AB0207'TO THE STATION ON THE RIGHT.
 AB0207'
 AB0207'THE STATION IS A STANDARD NGS DISK
 AB0207'STAMPED---S 678 1942---,
 AB0207'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AB0207'15 CM ON SIDE PROJECTING 3 CM ABOVE GROUND.  LOCATED
 AB0207'117.6 METERS (386 FT) NORTH-NORTHEAST FROM A PIPELINE CROSSING,
 AB0207'8.5 METERS (28.0 FT) EAST-SOUTHEAST FROM THE CENTER OF ROAD AND
 AB0207'0.6 METER (2.0 FT) EAST-SOUTHEAST FROM A WITNESS POST IN A FENCE.
 AB0207'
 AB0207'HEIGHT OF LIGHT SHOWN WAS 1.2 METERS ABOVE THE MARK.
 AB0207'
 AB0207'AN EDM TIE WAS MADE TO STATION LOMA ALTA 1947.
 AB0207'
 AB0207'DESCRIBED BY R. T. WOODRUFF.
 AB0207
 AB0207                          STATION RECOVERY (1991)
 AB0207
 AB0207'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0030 ***********************************************************************
 AB0030  DESIGNATION -  S 679
 AB0030  PID         -  AB0030
 AB0030  STATE/COUNTY-  TX/CAMERON
 AB0030  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0030
 AB0030                         *CURRENT SURVEY CONTROL
 AB0030  ___________________________________________________________________
 AB0030* NAD 83(1986)-  25 54 54.     (N)    097 26 19.     (W)     SCALED    
 AB0030* NAVD 88     -         5.924  (meters)      19.44   (feet)  ADJUSTED  
 AB0030  ___________________________________________________________________
 AB0030  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AB0030  DYNAMIC HT  -           5.914 (meters)      19.40  (feet)  COMP
 AB0030  MODELED GRAV-     979,033.2   (mgal)                       NAVD 88
 AB0030
 AB0030  VERT ORDER  -  SECOND    CLASS 0
 AB0030
 AB0030.The horizontal coordinates were scaled from a topographic map and have
 AB0030.an estimated accuracy of +/- 6 seconds.
 AB0030
 AB0030.The orthometric height was determined by differential leveling
 AB0030.and adjusted by the National Geodetic Survey in June 1991..
 AB0030
 AB0030.The geoid height was determined by GEOID03.
 AB0030
 AB0030.The dynamic height is computed by dividing the NAVD 88
 AB0030.geopotential number by the normal gravity value computed on the
 AB0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0030.degrees latitude (g = 980.6199 gals.).
 AB0030
 AB0030.The modeled gravity was interpolated from observed gravity values.
 AB0030
 AB0030;                    North         East    Units  Estimated Accuracy
 AB0030;SPC TX S     - 5,027,960.      406,350.      MT  (+/- 180 meters Scaled)
 AB0030
 AB0030                          SUPERSEDED SURVEY CONTROL
 AB0030
 AB0030  NGVD 29 (??/??/92)    6.018  (m)           19.74   (f) ADJ UNCH    2 0
 AB0030
 AB0030.Superseded values are not recommended for survey control.
 AB0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0030.See file dsdata.txt to determine how the superseded data were derived.
 AB0030
 AB0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP563672(NAD 83)
 AB0030_MARKER: DB = BENCH MARK DISK
 AB0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0030_STAMPING: S 679 1942
 AB0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0030+STABILITY: SURFACE MOTION
 AB0030
 AB0030  HISTORY     - Date     Condition        Report By
 AB0030  HISTORY     - 1942     MONUMENTED       CGS
 AB0030  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0030  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0030  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0030
 AB0030                          STATION DESCRIPTION
 AB0030
 AB0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0030'2.8 MI NE FROM BROWNSVILLE.
 AB0030'1.0 MILE NORTHEAST AND 1.8 MILES EAST ALONG STATE HIGHWAY 4 FROM THE
 AB0030'INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY, AT THE
 AB0030'JUNCTION OF BILLY MITCHELL BOULEVARD LEADING SOUTHEAST TO RIO GRANDE
 AB0030'VALLEY INTERNATIONAL AIRPORT (FORMERLY BROWNSVILLE AIRPORT), 99 FEET
 AB0030'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 54 FEET SOUTH OF THE CENTER
 AB0030'LINE OF THE BOULEVARD, 21 FEET WEST OF A PRIVATE DRIVE, 7 FEET WEST OF
 AB0030'A FENCE CORNER, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND 3 FEET
 AB0030'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 679
 AB0030'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AB0030'GROUND.
 AB0030
 AB0030                          STATION RECOVERY (1990)
 AB0030
 AB0030'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0030'MARK NOT FOUND.
 AB0030
 AB0030                          STATION RECOVERY (1991)
 AB0030
 AB0030'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0901 ***********************************************************************
 AB0901  DESIGNATION -  S 681
 AB0901  PID         -  AB0901
 AB0901  STATE/COUNTY-  TX/CAMERON
 AB0901  USGS QUAD   -  SANTA MARIA (1970)
 AB0901
 AB0901                         *CURRENT SURVEY CONTROL
 AB0901  ___________________________________________________________________
 AB0901* NAD 83(1986)-  26 03 10.     (N)    097 45 55.     (W)     SCALED    
 AB0901* NAVD 88     -        18.230  (meters)      59.81   (feet)  ADJUSTED  
 AB0901  ___________________________________________________________________
 AB0901  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0901  DYNAMIC HT  -          18.200 (meters)      59.71  (feet)  COMP
 AB0901  MODELED GRAV-     979,017.0   (mgal)                       NAVD 88
 AB0901
 AB0901  VERT ORDER  -  SECOND    CLASS 0
 AB0901
 AB0901.The horizontal coordinates were scaled from a topographic map and have
 AB0901.an estimated accuracy of +/- 6 seconds.
 AB0901
 AB0901.The orthometric height was determined by differential leveling
 AB0901.and adjusted by the National Geodetic Survey in June 1991..
 AB0901
 AB0901.The geoid height was determined by GEOID03.
 AB0901
 AB0901.The dynamic height is computed by dividing the NAVD 88
 AB0901.geopotential number by the normal gravity value computed on the
 AB0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0901.degrees latitude (g = 980.6199 gals.).
 AB0901
 AB0901.The modeled gravity was interpolated from observed gravity values.
 AB0901
 AB0901;                    North         East    Units  Estimated Accuracy
 AB0901;SPC TX S     - 5,042,990.      373,530.      MT  (+/- 180 meters Scaled)
 AB0901
 AB0901                          SUPERSEDED SURVEY CONTROL
 AB0901
 AB0901  NGVD 29 (??/??/92)   18.336  (m)           60.16   (f) ADJ UNCH    2 0
 AB0901
 AB0901.Superseded values are not recommended for survey control.
 AB0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0901.See file dsdata.txt to determine how the superseded data were derived.
 AB0901
 AB0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP235821(NAD 83)
 AB0901_MARKER: DD = SURVEY DISK
 AB0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0901_SP_SET: CULVERT
 AB0901_STAMPING: S 681 1942
 AB0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0901
 AB0901  HISTORY     - Date     Condition        Report By
 AB0901  HISTORY     - 1942     MONUMENTED
 AB0901  HISTORY     - 1942     GOOD             NGS
 AB0901  HISTORY     - 1987     GOOD             USPSQD
 AB0901
 AB0901                          STATION DESCRIPTION
 AB0901
 AB0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0901'4.2 MI W FROM LANDRUM.
 AB0901'4.2 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0901'LANDRUM, CAMERON COUNTY, 66 YARDS EAST OF REA CO-OP POLE NO. 15V137,
 AB0901'51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A VERTICAL
 AB0901'CONCRETE-BOX CULVERT ON THE SOUTH SIDE OF THE HIGHWAY, IN THE CENTER
 AB0901'OF THE TOP OF THE NORTH SIDE OF THE CULVERT, AND LEVEL WITH THE
 AB0901'HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED S 681 1942.
 AB0901
 AB0901                          STATION RECOVERY (1987)
 AB0901
 AB0901'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0919 ***********************************************************************
 AB0919  DESIGNATION -  S 682
 AB0919  PID         -  AB0919
 AB0919  STATE/COUNTY-  TX/HIDALGO
 AB0919  USGS QUAD   -  PROGRESO (1970)
 AB0919
 AB0919                         *CURRENT SURVEY CONTROL
 AB0919  ___________________________________________________________________
 AB0919* NAD 83(1986)-  26 05 03.     (N)    097 52 40.     (W)     SCALED    
 AB0919* NAVD 88     -        20.308  (meters)      66.63   (feet)  ADJUSTED  
 AB0919  ___________________________________________________________________
 AB0919  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AB0919  DYNAMIC HT  -          20.275 (meters)      66.52  (feet)  COMP
 AB0919  MODELED GRAV-     979,012.8   (mgal)                       NAVD 88
 AB0919
 AB0919  VERT ORDER  -  SECOND    CLASS 0
 AB0919
 AB0919.The horizontal coordinates were scaled from a topographic map and have
 AB0919.an estimated accuracy of +/- 6 seconds.
 AB0919
 AB0919.The orthometric height was determined by differential leveling
 AB0919.and adjusted by the National Geodetic Survey in June 1991..
 AB0919
 AB0919.The geoid height was determined by GEOID03.
 AB0919
 AB0919.The dynamic height is computed by dividing the NAVD 88
 AB0919.geopotential number by the normal gravity value computed on the
 AB0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0919.degrees latitude (g = 980.6199 gals.).
 AB0919
 AB0919.The modeled gravity was interpolated from observed gravity values.
 AB0919
 AB0919;                    North         East    Units  Estimated Accuracy
 AB0919;SPC TX S     - 5,046,410.      362,250.      MT  (+/- 180 meters Scaled)
 AB0919
 AB0919                          SUPERSEDED SURVEY CONTROL
 AB0919
 AB0919  NGVD 29 (??/??/92)   20.417  (m)           66.98   (f) ADJ UNCH    2 0
 AB0919
 AB0919.Superseded values are not recommended for survey control.
 AB0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0919.See file dsdata.txt to determine how the superseded data were derived.
 AB0919
 AB0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP122854(NAD 83)
 AB0919_MARKER: DB = BENCH MARK DISK
 AB0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0919_SP_SET: CULVERT
 AB0919_STAMPING: S 682 1942
 AB0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0919
 AB0919  HISTORY     - Date     Condition        Report By
 AB0919  HISTORY     - 1942     MONUMENTED       CGS
 AB0919  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0919
 AB0919                          STATION DESCRIPTION
 AB0919
 AB0919'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0919'2.0 MI W FROM SANTA MARIA.
 AB0919'IN HIDALGO COUNTY, 2.0 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE
 AB0919'PUBLIC SCHOOL AT SANTA MARIA, CAMERON COUNTY, 0.05 MILE WEST OF A
 AB0919'SMALL DIRT-ROAD INTERSECTION, 43 FEET SOUTH ACROSS THE HIGHWAY FROM
 AB0919'POWER LINE POLE 347, AT A 2- BY 3-FOOT CONCRETE-BOX CULVERT UNDER THE
 AB0919'HIGHWAY, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 13.5 FEET
 AB0919'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN
 AB0919'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0260 ***********************************************************************
 AE0260  DESIGNATION -  S 683
 AE0260  PID         -  AE0260
 AE0260  STATE/COUNTY-  TX/HIDALGO
 AE0260  USGS QUAD   -  LAS MILPAS (1983)
 AE0260
 AE0260                         *CURRENT SURVEY CONTROL
 AE0260  ___________________________________________________________________
 AE0260* NAD 83(1986)-  26 05 08.     (N)    098 07 33.     (W)     SCALED    
 AE0260* NAVD 88     -        25.813  (meters)      84.69   (feet)  POSTED    
 AE0260  ___________________________________________________________________
 AE0260  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AE0260  DYNAMIC HT  -          25.770 (meters)      84.55  (feet)  COMP
 AE0260  MODELED GRAV-     978,988.5   (mgal)                       NAVD 88
 AE0260
 AE0260  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0260
 AE0260.The horizontal coordinates were scaled from a topographic map and have
 AE0260.an estimated accuracy of +/- 6 seconds.
 AE0260
 AE0260.The orthometric height was determined by differential leveling
 AE0260.and adjusted by the National Geodetic Survey in 1992..
 AE0260.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0260.rate of 0.0 thru 1.0 mm/km.
 AE0260
 AE0260.The geoid height was determined by GEOID03.
 AE0260
 AE0260.The dynamic height is computed by dividing the NAVD 88
 AE0260.geopotential number by the normal gravity value computed on the
 AE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0260.degrees latitude (g = 980.6199 gals.).
 AE0260
 AE0260.The modeled gravity was interpolated from observed gravity values.
 AE0260
 AE0260;                    North         East    Units  Estimated Accuracy
 AE0260;SPC TX S     - 5,046,470.      337,430.      MT  (+/- 180 meters Scaled)
 AE0260
 AE0260                          SUPERSEDED SURVEY CONTROL
 AE0260
 AE0260  NGVD 29 (??/??/92)   25.929  (m)           85.07   (f) ADJ UNCH    2 0
 AE0260
 AE0260.Superseded values are not recommended for survey control.
 AE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0260.See file dsdata.txt to determine how the superseded data were derived.
 AE0260
 AE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP874854(NAD 83)
 AE0260_MARKER: DB = BENCH MARK DISK
 AE0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0260_STAMPING: S 683 1942
 AE0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0260+STABILITY: SURFACE MOTION
 AE0260
 AE0260  HISTORY     - Date     Condition        Report By
 AE0260  HISTORY     - 1942     MONUMENTED       CGS
 AE0260  HISTORY     - 1962     GOOD             USGS
 AE0260
 AE0260                          STATION DESCRIPTION
 AE0260
 AE0260'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0260'7 MI S FROM ALAMO.
 AE0260'7 MILES SOUTH OF ALAMO, HIDALGO COUNTY, ON FARM ROAD 907 TO
 AE0260'INTERSECTION OF U.S. HIGHWAY 281, TURN LEFT (EAST) ON HIGHWAY 281 FOR
 AE0260'0.75 MILES TO GRAVEL ROAD CROSSING AND GRAVEL ROAD NORTHEAST, GO
 AE0260'NORTHEAST ON GRAVEL ROAD FOR 0.15 MILES, 28 FEET NORTHWEST OF THE
 AE0260'CENTERLINE OF ROAD, 5 FEET SOUTHWEST OF A LARGE PALM TREE, 3 FEET
 AE0260'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE
 AE0260'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD, SET IN THE TOP OF A
 AE0260'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0393 ***********************************************************************
 AE0393  DESIGNATION -  S 685
 AE0393  PID         -  AE0393
 AE0393  STATE/COUNTY-  TX/HIDALGO
 AE0393  USGS QUAD   -  LA JOYA (1982)
 AE0393
 AE0393                         *CURRENT SURVEY CONTROL
 AE0393  ___________________________________________________________________
 AE0393* NAD 83(1986)-  26 13 56.     (N)    098 27 38.     (W)     SCALED    
 AE0393* NAVD 88     -        36.084  (meters)     118.39   (feet)  ADJUSTED  
 AE0393  ___________________________________________________________________
 AE0393  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE0393  DYNAMIC HT  -          36.024 (meters)     118.19  (feet)  COMP
 AE0393  MODELED GRAV-     978,988.9   (mgal)                       NAVD 88
 AE0393
 AE0393  VERT ORDER  -  FIRST     CLASS II
 AE0393
 AE0393.The horizontal coordinates were scaled from a topographic map and have
 AE0393.an estimated accuracy of +/- 6 seconds.
 AE0393
 AE0393.The orthometric height was determined by differential leveling
 AE0393.and adjusted by the National Geodetic Survey in June 1991..
 AE0393
 AE0393.The geoid height was determined by GEOID03.
 AE0393
 AE0393.The dynamic height is computed by dividing the NAVD 88
 AE0393.geopotential number by the normal gravity value computed on the
 AE0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0393.degrees latitude (g = 980.6199 gals.).
 AE0393
 AE0393.The modeled gravity was interpolated from observed gravity values.
 AE0393
 AE0393;                    North         East    Units  Estimated Accuracy
 AE0393;SPC TX S     - 5,062,660.      303,940.      MT  (+/- 180 meters Scaled)
 AE0393
 AE0393                          SUPERSEDED SURVEY CONTROL
 AE0393
 AE0393.No superseded survey control is available for this station.
 AE0393
 AE0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ538015(NAD 83)
 AE0393_MARKER: DB = BENCH MARK DISK
 AE0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0393_STAMPING: S 685 1942
 AE0393_MARK LOGO: CGS   
 AE0393_PROJECTION: RECESSED 6 CENTIMETERS
 AE0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0393+STABILITY: SURFACE MOTION
 AE0393
 AE0393  HISTORY     - Date     Condition        Report By
 AE0393  HISTORY     - 1942     MONUMENTED       CGS
 AE0393  HISTORY     - 1943     GOOD             CGS
 AE0393  HISTORY     - 1981     GOOD             NGS
 AE0393  HISTORY     - 1987     GOOD             USPSQD
 AE0393
 AE0393                          STATION DESCRIPTION
 AE0393
 AE0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0393'1.0 MI W FROM PENITAS.
 AE0393'TO REACH FROM THE POST OFFICE AT PENITAS, PROCEED 1.0 MILE WEST ALONG
 AE0393'THE OLD MILITARY ROAD TO A POINT WHERE IT CROSSES THE ST. LOUIS
 AE0393'BROWNSVILLE AND MEXICO RAILROAD AND SITE OF BENCH MARK.  BENCH MARK IS
 AE0393'ABOUT 87.0 FEET SOUTHWEST OF THE CENTERLINE OF RAILROAD CROSSING. IT
 AE0393'IS 35.0 FEET SOUTH OF AND ABOUT 6.0 FEET BELOW THE CENTERLINE OF
 AE0393'RAILROAD, 2.0 FEET WEST OF A TELEGRAPH POLE.  MONUMENT IS 2.0 FEET
 AE0393'EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT.
 AE0393
 AE0393                          STATION RECOVERY (1943)
 AE0393
 AE0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0393'BENCH MARK IS ABOUT 1.0 MILE WESTERLY ALONG THE MISSOURI PACIFIC
 AE0393'RAILROAD FROM THE STATION AT PENITAS, AT CROSSING OF OLD MILITARY
 AE0393'ROAD, 87.0 FEET SOUTWEST OF THE CENTER OF THE CROSSING, 35.0 FEET
 AE0393'SOUTH OF AND ABOUT 6.0 FEET BELOW THE CENTERLINE OF THE TRACKS, 2.0
 AE0393'FEET WEST OF A TELEGRAPH POLE AND 2.0 FEET EAST OF A 4 X 4 INCH
 AE0393'WOODEN MARKER POST. A DISK SET IN CONCRETE POST PROJECTING ABOUT 0.2
 AE0393'FOOT.
 AE0393
 AE0393                          STATION RECOVERY (1981)
 AE0393
 AE0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0393'0.4 KM (0.25 MI) SOUTH ALONG FARM ROAD 1427 FROM THE POST OFFICE AT
 AE0393'PENITAS, THENCE 1.4 KM (0.9 MI) WEST ALONG A PAVED ROAD TURNING TO
 AE0393'DIRT, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD TRACKS,
 AE0393'26.5 METERS (87.0 FT) SOUTHWEST OF THE CENTER OF THE CROSSING.
 AE0393'10.4 METERS (34.0 FT) SOUTH OF THE SOUTH RAIL OF THE TRACKS,
 AE0393'2.9 METERS (9.5 FT) NORTH OF A FENCE LINE, 1.2 METERS (4.0 FT) EAST OF
 AE0393'A 3 INCH DIAMETER, 1 METER HIGH POLE, 1.8 METERS (6.0 FT) WEST OF A
 AE0393'POWERLINE POLE WITH GUY WIRE, AND 3.7 METERS (12.5 FT) EAST OF THE GUY
 AE0393'WIRE ANCHOR.
 AE0393'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 AE0393'THE MARK IS 2.0 M BELOW TRACKS.
 AE0393
 AE0393                          STATION RECOVERY (1987)
 AE0393
 AE0393'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0531 ***********************************************************************
 AE0531  DESIGNATION -  S 686
 AE0531  PID         -  AE0531
 AE0531  STATE/COUNTY-  TX/HIDALGO
 AE0531  USGS QUAD   -  ALTON (1963)
 AE0531
 AE0531                         *CURRENT SURVEY CONTROL
 AE0531  ___________________________________________________________________
 AE0531* NAD 83(1986)-  26 19 23.     (N)    098 21 47.     (W)     SCALED    
 AE0531* NAVD 88     -        60.703  (meters)     199.16   (feet)  ADJUSTED  
 AE0531  ___________________________________________________________________
 AE0531  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0531  DYNAMIC HT  -          60.603 (meters)     198.83  (feet)  COMP
 AE0531  MODELED GRAV-     978,999.9   (mgal)                       NAVD 88
 AE0531
 AE0531  VERT ORDER  -  SECOND    CLASS 0
 AE0531
 AE0531.The horizontal coordinates were scaled from a topographic map and have
 AE0531.an estimated accuracy of +/- 6 seconds.
 AE0531
 AE0531.The orthometric height was determined by differential leveling
 AE0531.and adjusted by the National Geodetic Survey in June 1991..
 AE0531
 AE0531.The geoid height was determined by GEOID03.
 AE0531
 AE0531.The dynamic height is computed by dividing the NAVD 88
 AE0531.geopotential number by the normal gravity value computed on the
 AE0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0531.degrees latitude (g = 980.6199 gals.).
 AE0531
 AE0531.The modeled gravity was interpolated from observed gravity values.
 AE0531
 AE0531;                    North         East    Units  Estimated Accuracy
 AE0531;SPC TX S     - 5,072,730.      313,670.      MT  (+/- 180 meters Scaled)
 AE0531
 AE0531                          SUPERSEDED SURVEY CONTROL
 AE0531
 AE0531  NGVD 29 (??/??/92)   60.804  (m)          199.49   (f) ADJ UNCH    2 0
 AE0531
 AE0531.Superseded values are not recommended for survey control.
 AE0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0531.See file dsdata.txt to determine how the superseded data were derived.
 AE0531
 AE0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ635116(NAD 83)
 AE0531_MARKER: DB = BENCH MARK DISK
 AE0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0531_STAMPING: S 686 1942
 AE0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0531+STABILITY: SURFACE MOTION
 AE0531
 AE0531  HISTORY     - Date     Condition        Report By
 AE0531  HISTORY     - 1942     MONUMENTED       CGS
 AE0531
 AE0531                          STATION DESCRIPTION
 AE0531
 AE0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0531'3.45 MI W FROM OBLATE.
 AE0531'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 107 AND THE SEVEN MILE
 AE0531'ROAD, (7.2 MILES NORTH OF MISSION) PROCEED 3.45 MILES WESTERLY ALONG
 AE0531'THE SEVEN MILE ROAD TO THE INTERSECTION OF A DIRT CROSS ROAD AND SITE
 AE0531'OF BENCH MARK.  BENCH MARK IS IN THE NORTHWEST CORNER OF A CITRUS
 AE0531'FRUIT ORCHARD.  IT IS 37.3 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE
 AE0531'CENTERLINE OF THE SEVEN MILE ROAD, 33.5 FEET EAST OF THE CENTERLINE OF
 AE0531'A DIRT CROSS ROAD, 1.3 FOOT NORTH OF A 3.0 FOOT CONCRETE PIPE WIER.
 AE0531'MONUMENT IS 2.0 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AE0531'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0759 ***********************************************************************
 AE0759  DESIGNATION -  S 687
 AE0759  PID         -  AE0759
 AE0759  STATE/COUNTY-  TX/STARR
 AE0759  USGS QUAD   -  VIBORAS (1993)
 AE0759
 AE0759                         *CURRENT SURVEY CONTROL
 AE0759  ___________________________________________________________________
 AE0759* NAD 83(1986)-  26 41 56.     (N)    098 51 00.     (W)     SCALED    
 AE0759* NAVD 88     -       124.817  (meters)     409.50   (feet)  ADJUSTED  
 AE0759  ___________________________________________________________________
 AE0759  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0759  DYNAMIC HT  -         124.613 (meters)     408.83  (feet)  COMP
 AE0759  MODELED GRAV-     979,006.6   (mgal)                       NAVD 88
 AE0759
 AE0759  VERT ORDER  -  SECOND    CLASS 0
 AE0759
 AE0759.The horizontal coordinates were scaled from a topographic map and have
 AE0759.an estimated accuracy of +/- 6 seconds.
 AE0759
 AE0759.The orthometric height was determined by differential leveling
 AE0759.and adjusted by the National Geodetic Survey in June 1991..
 AE0759
 AE0759.The geoid height was determined by GEOID03.
 AE0759
 AE0759.The dynamic height is computed by dividing the NAVD 88
 AE0759.geopotential number by the normal gravity value computed on the
 AE0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0759.degrees latitude (g = 980.6199 gals.).
 AE0759
 AE0759.The modeled gravity was interpolated from observed gravity values.
 AE0759
 AE0759;                    North         East    Units  Estimated Accuracy
 AE0759;SPC TX S     - 5,114,410.      265,170.      MT  (+/- 180 meters Scaled)
 AE0759
 AE0759                          SUPERSEDED SURVEY CONTROL
 AE0759
 AE0759  NGVD 29 (??/??/92)  124.867  (m)          409.67   (f) ADJ UNCH    2 0
 AE0759
 AE0759.Superseded values are not recommended for survey control.
 AE0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0759.See file dsdata.txt to determine how the superseded data were derived.
 AE0759
 AE0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ149530(NAD 83)
 AE0759_MARKER: DB = BENCH MARK DISK
 AE0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0759_STAMPING: S 687 1942
 AE0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0759+STABILITY: SURFACE MOTION
 AE0759
 AE0759  HISTORY     - Date     Condition        Report By
 AE0759  HISTORY     - 1942     MONUMENTED       CGS
 AE0759  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0759
 AE0759                          STATION DESCRIPTION
 AE0759
 AE0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0759'8.8 MI N FROM EL SAUZ.
 AE0759'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ, PROCEED 8.8 MILES NORTH
 AE0759'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE
 AE0759'NORTH OF J.M. GUERRA AND BROS. STORE.  IT IS ABOUT MIDWAY ALONG THE
 AE0759'NORTH AND SOUTH FENCE LINE OF A LARGE CULTIVATED FIELD, 30.0 FEET EAST
 AE0759'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD. IT
 AE0759'IS 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST, 1.5 FOOT
 AE0759'WEST OF THE RIGHT OF WAY FENCE, AND PROJECTS 0.3 FOOT.
 AE0759
 AE0759                          STATION RECOVERY (1972)
 AE0759
 AE0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0555 ***********************************************************************
 AE0555  DESIGNATION -  S 688
 AE0555  PID         -  AE0555
 AE0555  STATE/COUNTY-  TX/HIDALGO
 AE0555  USGS QUAD   -  MC COOK (1963)
 AE0555
 AE0555                         *CURRENT SURVEY CONTROL
 AE0555  ___________________________________________________________________
 AE0555* NAD 83(1986)-  26 26 02.     (N)    098 24 27.     (W)     SCALED    
 AE0555* NAVD 88     -        92.250  (meters)     302.66   (feet)  ADJUSTED  
 AE0555  ___________________________________________________________________
 AE0555  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0555  DYNAMIC HT  -          92.098 (meters)     302.16  (feet)  COMP
 AE0555  MODELED GRAV-     979,003.5   (mgal)                       NAVD 88
 AE0555
 AE0555  VERT ORDER  -  SECOND    CLASS 0
 AE0555
 AE0555.The horizontal coordinates were scaled from a topographic map and have
 AE0555.an estimated accuracy of +/- 6 seconds.
 AE0555
 AE0555.The orthometric height was determined by differential leveling
 AE0555.and adjusted by the National Geodetic Survey in June 1991..
 AE0555
 AE0555.The geoid height was determined by GEOID03.
 AE0555
 AE0555.The dynamic height is computed by dividing the NAVD 88
 AE0555.geopotential number by the normal gravity value computed on the
 AE0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0555.degrees latitude (g = 980.6199 gals.).
 AE0555
 AE0555.The modeled gravity was interpolated from observed gravity values.
 AE0555
 AE0555;                    North         East    Units  Estimated Accuracy
 AE0555;SPC TX S     - 5,085,010.      309,230.      MT  (+/- 180 meters Scaled)
 AE0555
 AE0555                          SUPERSEDED SURVEY CONTROL
 AE0555
 AE0555  NGVD 29 (??/??/92)   92.339  (m)          302.95   (f) ADJ UNCH    2 0
 AE0555
 AE0555.Superseded values are not recommended for survey control.
 AE0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0555.See file dsdata.txt to determine how the superseded data were derived.
 AE0555
 AE0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ590238(NAD 83)
 AE0555_MARKER: DB = BENCH MARK DISK
 AE0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0555_STAMPING: S 688 1942
 AE0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0555+STABILITY: SURFACE MOTION
 AE0555
 AE0555  HISTORY     - Date     Condition        Report By
 AE0555  HISTORY     - 1942     MONUMENTED       CGS
 AE0555  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0555  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0555
 AE0555                          STATION DESCRIPTION
 AE0555
 AE0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0555'16.5 MI N FROM LA JOYA.
 AE0555'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0555'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0555'GRAVEL ROAD LEADING NORTH, THENCE 13.6 MILES NORTHERLY ALONG A GRAVEL
 AE0555'ROAD TO A RIGHT ANGLE TURN IN THE ROAD TO THE EAST, THENCE 2.9 MILE
 AE0555'EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS 0.8 MILE EAST OF THE
 AE0555'SOUTHEAST CORNER OF AN OPEN FIELD AND 0.4 MILE WEST OF THE
 AE0555'INTERSECTION OF A DIRT ROAD LEADING NORTH.  IT IS 264.0 FEET EAST OF
 AE0555'AND ACROSS THE ROAD FROM THE CENTERLINE OF A WOODEN GATE IN THE SOUTH
 AE0555'RIGHT-OF-WAY FENCE, 20.7 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AE0555'THE CENTERLINE OF THE ROAD, 1.0 FOOT NORTH OF THE NORTH RIGHT-OF-WAY
 AE0555'FENCE.  MONUMENT IS 2.3 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0555'POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AE0555
 AE0555                          STATION RECOVERY (1962)
 AE0555
 AE0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0555'MARK NOT FOUND.
 AE0555
 AE0555                          STATION RECOVERY (1992)
 AE0555
 AE0555'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0135 ***********************************************************************
 EO0135  DESIGNATION -  S 69
 EO0135  PID         -  EO0135
 EO0135  STATE/COUNTY-  TX/PARMER
 EO0135  USGS QUAD   -  LARIAT (1980)
 EO0135
 EO0135                         *CURRENT SURVEY CONTROL
 EO0135  ___________________________________________________________________
 EO0135* NAD 83(1986)-  34 19 19.     (N)    102 53 47.     (W)     SCALED    
 EO0135* NAVD 88     -      1220.898  (meters)    4005.56   (feet)  POSTED    
 EO0135  ___________________________________________________________________
 EO0135  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 EO0135  DYNAMIC HT  -        1219.310 (meters)    4000.35  (feet)  COMP
 EO0135  MODELED GRAV-     979,293.6   (mgal)                       NAVD 88
 EO0135
 EO0135  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EO0135
 EO0135.The horizontal coordinates were scaled from a topographic map and have
 EO0135.an estimated accuracy of +/- 6 seconds.
 EO0135
 EO0135.The orthometric height was determined by differential leveling
 EO0135.and adjusted by the National Geodetic Survey in 1992..
 EO0135.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EO0135.rate of 0.0 thru 1.0 mm/km.
 EO0135
 EO0135.The geoid height was determined by GEOID03.
 EO0135
 EO0135.The dynamic height is computed by dividing the NAVD 88
 EO0135.geopotential number by the normal gravity value computed on the
 EO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0135.degrees latitude (g = 980.6199 gals.).
 EO0135
 EO0135.The modeled gravity was interpolated from observed gravity values.
 EO0135
 EO0135;                    North         East    Units  Estimated Accuracy
 EO0135;SPC TX N     - 1,036,630.       71,480.      MT  (+/- 180 meters Scaled)
 EO0135
 EO0135                          SUPERSEDED SURVEY CONTROL
 EO0135
 EO0135  NGVD 29 (??/??/92) 1220.301  (m)         4003.60   (f) ADJ UNCH    1 2
 EO0135
 EO0135.Superseded values are not recommended for survey control.
 EO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0135.See file dsdata.txt to determine how the superseded data were derived.
 EO0135
 EO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT935998(NAD 83)
 EO0135_MARKER: DB = BENCH MARK DISK
 EO0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0135_STAMPING: 4003.604 S 69 1930
 EO0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0135+STABILITY: SURFACE MOTION
 EO0135
 EO0135  HISTORY     - Date     Condition        Report By
 EO0135  HISTORY     - 1930     MONUMENTED       CGS
 EO0135  HISTORY     - 1934     GOOD             NGS
 EO0135  HISTORY     - 1963     MARK NOT FOUND   USGS
 EO0135  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0135
 EO0135                          STATION DESCRIPTION
 EO0135
 EO0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0135'0.5 MI SE FROM LARIAT.
 EO0135'0.5 MILE SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EO0135'STATION AT LARIAT, PARMER COUNTY, 0.1 MILE SOUTHEAST OF MILEPOST 10,
 EO0135'40 FEET NORTHEAST OF THE CENTER TRACK UNDER A TELEPHONE LINE, AND SET
 EO0135'IN THE TOP OF A CONCRETE POST.
 EO0135
 EO0135                          STATION RECOVERY (1963)
 EO0135
 EO0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EO0135'MARK NOT FOUND.
 EO0135
 EO0135                          STATION RECOVERY (1982)
 EO0135
 EO0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0135'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4056 ***********************************************************************
 AW4056  DESIGNATION -  S 692
 AW4056  PID         -  AW4056
 AW4056  STATE/COUNTY-  TX/BRAZORIA
 AW4056  USGS QUAD   -  ROSHARON (1974)
 AW4056
 AW4056                         *CURRENT SURVEY CONTROL
 AW4056  ___________________________________________________________________
 AW4056* NAD 83(1986)-  29 15 10.     (N)    095 27 35.     (W)     SCALED    
 AW4056* NAVD 88     -        13.04   (+/-2cm)      42.8    (feet)  VERTCON   
 AW4056  ___________________________________________________________________
 AW4056  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW4056
 AW4056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4056
 AW4056.The horizontal coordinates were scaled from a topographic map and have
 AW4056.an estimated accuracy of +/- 6 seconds.
 AW4056
 AW4056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4056.The vertical order pertains to the NGVD 29 superseded value.
 AW4056
 AW4056.The geoid height was determined by GEOID03.
 AW4056
 AW4056;                    North         East    Units  Estimated Accuracy
 AW4056;SPC TXSC     - 4,162,520.      944,020.      MT  (+/- 180 meters Scaled)
 AW4056
 AW4056                          SUPERSEDED SURVEY CONTROL
 AW4056
 AW4056  NGVD 29 (??/??/92)   13.04   (m)           42.8    (f) COMPUTED    2 0
 AW4056
 AW4056.Superseded values are not recommended for survey control.
 AW4056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4056.See file dsdata.txt to determine how the superseded data were derived.
 AW4056
 AW4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN609385(NAD 83)
 AW4056_MARKER: DB = BENCH MARK DISK
 AW4056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4056_SP_SET: CULVERT
 AW4056_STAMPING: S 692 1942
 AW4056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4056+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4056
 AW4056  HISTORY     - Date     Condition        Report By
 AW4056  HISTORY     - 1942     MONUMENTED       CGS
 AW4056  HISTORY     - 20040312 GOOD             USPSQD
 AW4056
 AW4056                          STATION DESCRIPTION
 AW4056
 AW4056'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4056'7.05 MI S FROM ROSHARON.
 AW4056'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 7.05 MILES SOUTH
 AW4056'ALONG THE MISSOURI PACIFIC RAILROAD TO A 4X4 FOOT CONCRETE HIGHWAY
 AW4056'CULVERT AND TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 AW4056'THE CENTER AND TOP OF THE WEST HEADWALL OF CULVERT.  IT IS 69.0 FEET
 AW4056'EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF TRACK, ABOUT 13.5
 AW4056'FEET WEST OF AND LEVEL WITH THE CENTERLINE OF HIGHWAY NO. 19.
 AW4056
 AW4056                          STATION RECOVERY (2004)
 AW4056
 AW4056'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4056'GO TO N29 15 10.0 W095 27 35.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4057 ***********************************************************************
 AW4057  DESIGNATION -  S 692 RESET 1960
 AW4057  PID         -  AW4057
 AW4057  STATE/COUNTY-  TX/BRAZORIA
 AW4057  USGS QUAD   -  ROSHARON (1974)
 AW4057
 AW4057                         *CURRENT SURVEY CONTROL
 AW4057  ___________________________________________________________________
 AW4057* NAD 83(1986)-  29 15 10.     (N)    095 27 35.     (W)     SCALED    
 AW4057* NAVD 88     -        12.09   (+/-2cm)      39.7    (feet)  VERTCON   
 AW4057  ___________________________________________________________________
 AW4057  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW4057
 AW4057  VERT ORDER  -  THIRD (See Below)
 AW4057
 AW4057.The horizontal coordinates were scaled from a topographic map and have
 AW4057.an estimated accuracy of +/- 6 seconds.
 AW4057
 AW4057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4057.The vertical order pertains to the NGVD 29 superseded value.
 AW4057
 AW4057.The geoid height was determined by GEOID03.
 AW4057
 AW4057;                    North         East    Units  Estimated Accuracy
 AW4057;SPC TXSC     - 4,162,520.      944,020.      MT  (+/- 180 meters Scaled)
 AW4057
 AW4057                          SUPERSEDED SURVEY CONTROL
 AW4057
 AW4057  NGVD 29 (??/??/??)   12.10   (m)           39.7    (f) RESET       3  
 AW4057
 AW4057.Superseded values are not recommended for survey control.
 AW4057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4057.See file dsdata.txt to determine how the superseded data were derived.
 AW4057
 AW4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN609385(NAD 83)
 AW4057_MARKER: DB = BENCH MARK DISK
 AW4057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4057_SP_SET: CULVERT
 AW4057_STAMPING: S 692 RESET 1960
 AW4057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4057
 AW4057  HISTORY     - Date     Condition        Report By
 AW4057  HISTORY     - 1960     MONUMENTED       CGS
 AW4057  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4057
 AW4057                          STATION DESCRIPTION
 AW4057
 AW4057'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AW4057'7.05 MI S FROM ROSHARON.
 AW4057'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 7.05 MILES SOUTH
 AW4057'ALONG THE MISSOURI PACIFIC RAILROAD TO A DOUBLE CONCRETE PIPE CULVERT
 AW4057'UNDER THE FARM TO MARKET HIGHWAY NO. 521 AND SITE OF BENCH MARK. BENCH
 AW4057'MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE WEST HEADWALL OF
 AW4057'CULVERT, 54 FEET EAST OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF
 AW4057'TRACK, ABOUT 36 FEET WEST OF AND 35 FEET BELOW THE CENTERLINE OF THE
 AW4057'HIGHWAY.
 AW4057
 AW4057                          STATION RECOVERY (2004)
 AW4057
 AW4057'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4057'GO TO N29 15 10.0 W095 27 35.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1519 ***********************************************************************
 AW1519  DESIGNATION -  S 693
 AW1519  PID         -  AW1519
 AW1519  STATE/COUNTY-  TX/CHAMBERS
 AW1519  USGS QUAD   -  MONT BELVIEU (1994)
 AW1519
 AW1519                         *CURRENT SURVEY CONTROL
 AW1519  ___________________________________________________________________
 AW1519* NAD 83(1986)-  29 46 56.     (N)    094 53 17.     (W)     SCALED    
 AW1519* NAVD 88     -         8.31   (+/-2cm)      27.3    (feet)  VERTCON   
 AW1519  ___________________________________________________________________
 AW1519  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW1519  OBS GRAVITY -     979,288.8   (mgal)                       GRAV_OBS
 AW1519
 AW1519  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1519
 AW1519.The horizontal coordinates were scaled from a topographic map and have
 AW1519.an estimated accuracy of +/- 6 seconds.
 AW1519
 AW1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1519.The vertical order pertains to the NGVD 29 superseded value.
 AW1519
 AW1519.The geoid height was determined by GEOID03.
 AW1519.The observed gravity was obtained from relative gravimeter ties
 AW1519.to the IGSN71 gravity network.
 AW1519
 AW1519;                    North         East    Units  Estimated Accuracy
 AW1519;SPC TXSC     - 4,222,980.      997,490.      MT  (+/- 180 meters Scaled)
 AW1519
 AW1519                          SUPERSEDED SURVEY CONTROL
 AW1519
 AW1519  NGVD 29 (??/??/92)    8.308  (m)           27.26   (f) ADJ UNCH    1 2
 AW1519
 AW1519.Superseded values are not recommended for survey control.
 AW1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1519.See file dsdata.txt to determine how the superseded data were derived.
 AW1519
 AW1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN174961(NAD 83)
 AW1519_MARKER: DB = BENCH MARK DISK
 AW1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1519_SP_SET: BUILDING
 AW1519_STAMPING: S 693 1942
 AW1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1519+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AW1519
 AW1519  HISTORY     - Date     Condition        Report By
 AW1519  HISTORY     - 1942     MONUMENTED       CGS
 AW1519  HISTORY     - 1973     GOOD             NGS
 AW1519  HISTORY     - 1978     GOOD             NGS
 AW1519  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1519  HISTORY     - 1990     GOOD             USPSQD
 AW1519  HISTORY     - 19910511 GOOD             USPSQD
 AW1519  HISTORY     - 19960911 GOOD             USPSQD
 AW1519  HISTORY     - 20010331 GOOD             NGS
 AW1519  HISTORY     - 20040204 GOOD             USPSQD
 AW1519  HISTORY     - 20050205 GOOD             USPSQD
 AW1519
 AW1519                          STATION DESCRIPTION
 AW1519
 AW1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1519'6.3 MI SW FROM COVE.
 AW1519'ABOUT 6.3 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE 10
 AW1519'OVERPASS AT COVE, AT THE KTRH (RADIO) TRANSMITTOR STATION, SET
 AW1519'VERTICALLY IN THE SOUTH FACE OF THE BUILDING, 96 FEET NORTH OF THE
 AW1519'CENTER LINE OF THE FARM ROAD, 1 FOOT WEST OF THE SOUTHWEST CORNER OF
 AW1519'THE BUILDING, AND 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 AW1519
 AW1519                          STATION RECOVERY (1978)
 AW1519
 AW1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1519'ADD=4 FEET NORTH OF SMALLEST RADIO TOWER.
 AW1519'NOTE=IT SHOULD BE SOUTHEAST CORNER OF BUILDING INSTEAD OF
 AW1519'SOUTHWEST.
 AW1519
 AW1519                          STATION RECOVERY (1988)
 AW1519
 AW1519'RECOVERY NOTE BY US POWER SQUADRON 1988 (KK)
 AW1519'MARK NOT FOUND.
 AW1519
 AW1519                          STATION RECOVERY (1990)
 AW1519
 AW1519'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1519'RECOVERED IN GOOD CONDITION.
 AW1519
 AW1519                          STATION RECOVERY (1991)
 AW1519
 AW1519'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1519'RECOVERED IN GOOD CONDITION.
 AW1519
 AW1519                          STATION RECOVERY (1996)
 AW1519
 AW1519'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1519'RECOVERED IN GOOD CONDITION.
 AW1519
 AW1519                          STATION RECOVERY (2001)
 AW1519
 AW1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1519'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1519
 AW1519                          STATION RECOVERY (2004)
 AW1519
 AW1519'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1519'RECOVERED IN GOOD CONDITION.
 AW1519
 AW1519                          STATION RECOVERY (2005)
 AW1519
 AW1519'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0549 ***********************************************************************
 AN0549  DESIGNATION -  S 696
 AN0549  PID         -  AN0549
 AN0549  STATE/COUNTY-  TX/JACKSON
 AN0549  USGS QUAD   -  MANSON (1995)
 AN0549
 AN0549                         *CURRENT SURVEY CONTROL
 AN0549  ___________________________________________________________________
 AN0549* NAD 83(1986)-  28 53 12.     (N)    096 32 56.     (W)     SCALED    
 AN0549* NAVD 88     -        13.023  (meters)      42.73   (feet)  ADJUSTED  
 AN0549  ___________________________________________________________________
 AN0549  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0549  DYNAMIC HT  -          13.004 (meters)      42.66  (feet)  COMP
 AN0549  MODELED GRAV-     979,211.5   (mgal)                       NAVD 88
 AN0549
 AN0549  VERT ORDER  -  FIRST     CLASS I
 AN0549
 AN0549.The horizontal coordinates were scaled from a topographic map and have
 AN0549.an estimated accuracy of +/- 6 seconds.
 AN0549
 AN0549.The orthometric height was determined by differential leveling
 AN0549.and adjusted by the National Geodetic Survey in June 1991..
 AN0549
 AN0549.The geoid height was determined by GEOID03.
 AN0549
 AN0549.The dynamic height is computed by dividing the NAVD 88
 AN0549.geopotential number by the normal gravity value computed on the
 AN0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0549.degrees latitude (g = 980.6199 gals.).
 AN0549
 AN0549.The modeled gravity was interpolated from observed gravity values.
 AN0549
 AN0549;                    North         East    Units  Estimated Accuracy
 AN0549;SPC TXSC     - 4,119,240.      839,050.      MT  (+/- 180 meters Scaled)
 AN0549
 AN0549                          SUPERSEDED SURVEY CONTROL
 AN0549
 AN0549  NGVD 29 (??/??/92)   13.039  (m)           42.78   (f) ADJ UNCH    1 1
 AN0549
 AN0549.Superseded values are not recommended for survey control.
 AN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0549.See file dsdata.txt to determine how the superseded data were derived.
 AN0549
 AN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS390979(NAD 83)
 AN0549_MARKER: DB = BENCH MARK DISK
 AN0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0549_STAMPING: S 696 1943
 AN0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0549+STABILITY: SURFACE MOTION
 AN0549
 AN0549  HISTORY     - Date     Condition        Report By
 AN0549  HISTORY     - 1943     MONUMENTED       CGS
 AN0549  HISTORY     - 1972     GOOD             NGS
 AN0549
 AN0549                          STATION DESCRIPTION
 AN0549
 AN0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0549'4.4 MI N FROM LOLITA.
 AN0549'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0549'CROSSING OF FARM TO MARKET ROADS NO. 1593 AND 616 AT LOLITA, THENCE
 AN0549'3.3 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 0.3 MILE EAST ALONG AN
 AN0549'ASPHALT ROAD, 99 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 AN0549'HOUSE, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17 FEET EAST OF
 AN0549'THE CENTER LINE OF A SHELL DRIVEWAY, 3.8 FEET SOUTHEAST OF A FENCE
 AN0549'LINE, 3.8 FEET EAST OF A BOARD FENCE, 2.3 FEET SOUTH OF A METAL
 AN0549'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ASPHALT ROAD, SET IN THE
 AN0549'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 AN0549'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0615 ***********************************************************************
 AN0615  DESIGNATION -  S 697
 AN0615  PID         -  AN0615
 AN0615  STATE/COUNTY-  TX/VICTORIA
 AN0615  USGS QUAD   -  MARCADO CREEK (1995)
 AN0615
 AN0615                         *CURRENT SURVEY CONTROL
 AN0615  ___________________________________________________________________
 AN0615* NAD 83(1986)-  28 47 34.     (N)    096 47 05.     (W)     SCALED    
 AN0615* NAVD 88     -        16.79   (+/-2cm)      55.1    (feet)  VERTCON   
 AN0615  ___________________________________________________________________
 AN0615  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0615
 AN0615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0615
 AN0615.The horizontal coordinates were scaled from a topographic map and have
 AN0615.an estimated accuracy of +/- 6 seconds.
 AN0615
 AN0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0615.The vertical order pertains to the NGVD 29 superseded value.
 AN0615
 AN0615.The geoid height was determined by GEOID03.
 AN0615
 AN0615;                    North         East    Units  Estimated Accuracy
 AN0615;SPC TXSC     - 4,108,380.      816,250.      MT  (+/- 180 meters Scaled)
 AN0615
 AN0615                          SUPERSEDED SURVEY CONTROL
 AN0615
 AN0615  NGVD 29 (??/??/92)   16.90   (m)           55.4    (f) COMPUTED    2 0
 AN0615
 AN0615.Superseded values are not recommended for survey control.
 AN0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0615.See file dsdata.txt to determine how the superseded data were derived.
 AN0615
 AN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS162870(NAD 83)
 AN0615_MARKER: DB = BENCH MARK DISK
 AN0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0615_STAMPING: S 697 1943
 AN0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0615+STABILITY: SURFACE MOTION
 AN0615
 AN0615  HISTORY     - Date     Condition        Report By
 AN0615  HISTORY     - 1943     MONUMENTED       CGS
 AN0615
 AN0615                          STATION DESCRIPTION
 AN0615
 AN0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0615'10.4 MI SW FROM INEZ.
 AN0615'TO REACH FROM THE SCHOOL HOUSE AT INEZ, PROCEED 6.4 MILES SOUTHEAST,
 AN0615'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL ROAD LEADING
 AN0615'WESTERLY TO GUADALUPE, THENCE GO 4.0 MILES WESTERLY ALONG GAUDALUPE
 AN0615'ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE SOUTHEAST FROM A
 AN0615'FARM HOUSE ON THE NORTHEAST SIDE OF ROAD.  IT IS 24.0 FEET SOUTHWEST
 AN0615'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, ABOUT 1.0
 AN0615'FOOT SOUTHWEST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET
 AN0615'NORTHWEST OF A 4X4 INCH WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0616 ***********************************************************************
 AN0616  DESIGNATION -  S 697 RESET 1961
 AN0616  PID         -  AN0616
 AN0616  STATE/COUNTY-  TX/VICTORIA
 AN0616  USGS QUAD   -  MARCADO CREEK (1995)
 AN0616
 AN0616                         *CURRENT SURVEY CONTROL
 AN0616  ___________________________________________________________________
 AN0616* NAD 83(1986)-  28 47 34.     (N)    096 47 05.     (W)     SCALED    
 AN0616* NAVD 88     -        16.68   (+/-2cm)      54.7    (feet)  VERTCON   
 AN0616  ___________________________________________________________________
 AN0616  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0616
 AN0616  VERT ORDER  -  THIRD (See Below)
 AN0616
 AN0616.The horizontal coordinates were scaled from a topographic map and have
 AN0616.an estimated accuracy of +/- 6 seconds.
 AN0616
 AN0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0616.The vertical order pertains to the NGVD 29 superseded value.
 AN0616
 AN0616.The geoid height was determined by GEOID03.
 AN0616
 AN0616;                    North         East    Units  Estimated Accuracy
 AN0616;SPC TXSC     - 4,108,380.      816,250.      MT  (+/- 180 meters Scaled)
 AN0616
 AN0616                          SUPERSEDED SURVEY CONTROL
 AN0616
 AN0616  NGVD 29 (??/??/??)   16.79   (m)           55.1    (f) RESET       3  
 AN0616
 AN0616.Superseded values are not recommended for survey control.
 AN0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0616.See file dsdata.txt to determine how the superseded data were derived.
 AN0616
 AN0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS162870(NAD 83)
 AN0616_MARKER: DB = BENCH MARK DISK
 AN0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0616_STAMPING: S 697 RESET 1961
 AN0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0616+STABILITY: SURFACE MOTION
 AN0616
 AN0616  HISTORY     - Date     Condition        Report By
 AN0616  HISTORY     - 1961     MONUMENTED       CGS
 AN0616
 AN0616                          STATION DESCRIPTION
 AN0616
 AN0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AN0616'5.2 MI SE FROM INEZ.
 AN0616'THIS MARK CAN BE REACHED FROM THE SCHOOL HOUSE AT INEZ, PROCEED 5.2
 AN0616'MILES SOUTHEAST, ALONG FM HWY. 444 TO THE INTERSECTION OF A GRAVEL
 AN0616'ROAD LEADING WESTERLY TO GUADALUPE, THENCE GO 2.1 MILES SOUTHWEST TO
 AN0616'THE END OF FM HWY. 2545, THENCE GO 2.4 MILES SOUTHWEST TO SITE OF
 AN0616'BENCH MARK.  BENCH MARK IS 0.2 MILE SOUTHEAST FROM A FARM HOUSE ON THE
 AN0616'NORTHEAST SIDE OF THE FM HWY. 2545.  IT IS 51.0 FEET SOUTHWEST OF THE
 AN0616'CENTERLINE OF FM HWY. 2545 AT STATION 90+75 AND 1.0 FEET SOUTHWEST OF
 AN0616'THE RIGHT OF WAY FENCE.  MONUMENT IS 1.7 FEET BELOW THE CENTER OF THE
 AN0616'ROAD AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0969 ***********************************************************************
 AN0969  DESIGNATION -  S 698
 AN0969  PID         -  AN0969
 AN0969  STATE/COUNTY-  TX/VICTORIA
 AN0969  USGS QUAD   -  RAISIN (1987)
 AN0969
 AN0969                         *CURRENT SURVEY CONTROL
 AN0969  ___________________________________________________________________
 AN0969* NAD 83(1986)-  28 44 14.     (N)    097 02 34.     (W)     SCALED    
 AN0969* NAVD 88     -        24.41   (+/-2cm)      80.1    (feet)  VERTCON   
 AN0969  ___________________________________________________________________
 AN0969  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN0969
 AN0969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0969
 AN0969.The horizontal coordinates were scaled from a topographic map and have
 AN0969.an estimated accuracy of +/- 6 seconds.
 AN0969
 AN0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0969.The vertical order pertains to the NGVD 29 superseded value.
 AN0969
 AN0969.The geoid height was determined by GEOID03.
 AN0969
 AN0969;                    North         East    Units  Estimated Accuracy
 AN0969;SPC TXSC     - 4,101,780.      791,170.      MT  (+/- 180 meters Scaled)
 AN0969
 AN0969                          SUPERSEDED SURVEY CONTROL
 AN0969
 AN0969  NGVD 29 (??/??/92)   24.51   (m)           80.4    (f) COMPUTED    2 0
 AN0969
 AN0969.Superseded values are not recommended for survey control.
 AN0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0969.See file dsdata.txt to determine how the superseded data were derived.
 AN0969
 AN0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS911804(NAD 83)
 AN0969_MARKER: DB = BENCH MARK DISK
 AN0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0969_STAMPING: S 698 1943
 AN0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0969+STABILITY: SURFACE MOTION
 AN0969
 AN0969  HISTORY     - Date     Condition        Report By
 AN0969  HISTORY     - 1943     MONUMENTED       CGS
 AN0969  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0969
 AN0969                          STATION DESCRIPTION
 AN0969
 AN0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0969'5.9 MI SW FROM VICTORIA.
 AN0969'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0969'CITY HALL AT VICTORIA, VICTORIA COUNTY, THENCE 3.0 MILES SOUTH ALONG
 AN0969'U.S. HIGHWAY 77.  0.15 MILE NORTHWEST OF A TEXACO STATION, 56 FEET
 AN0969'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF A
 AN0969'TELEPHONE POLE, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND 1
 AN0969'FOOT BELOW THE HIGHWAY.  A STANDARD DISK, STAMPED S 698 1943 AND SET
 AN0969'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN0969
 AN0969                          STATION RECOVERY (1990)
 AN0969
 AN0969'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1428 ***********************************************************************
 AN1428  DESIGNATION -  S 699
 AN1428  PID         -  AN1428
 AN1428  STATE/COUNTY-  TX/REFUGIO
 AN1428  USGS QUAD   -  REFUGIO (1979)
 AN1428
 AN1428                         *CURRENT SURVEY CONTROL
 AN1428  ___________________________________________________________________
 AN1428* NAD 83(1986)-  28 20 08.     (N)    097 18 22.     (W)     SCALED    
 AN1428* NAVD 88     -        21.64   (+/-2cm)      71.0    (feet)  VERTCON   
 AN1428  ___________________________________________________________________
 AN1428  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1428
 AN1428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1428
 AN1428.The horizontal coordinates were scaled from a topographic map and have
 AN1428.an estimated accuracy of +/- 6 seconds.
 AN1428
 AN1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1428.The vertical order pertains to the NGVD 29 superseded value.
 AN1428
 AN1428.The geoid height was determined by GEOID03.
 AN1428
 AN1428;                    North         East    Units  Estimated Accuracy
 AN1428;SPC TXSC     - 4,056,870.      766,090.      MT  (+/- 180 meters Scaled)
 AN1428
 AN1428                          SUPERSEDED SURVEY CONTROL
 AN1428
 AN1428  NGVD 29 (??/??/92)   21.79   (m)           71.5    (f) COMPUTED    2 0
 AN1428
 AN1428.Superseded values are not recommended for survey control.
 AN1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1428.See file dsdata.txt to determine how the superseded data were derived.
 AN1428
 AN1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS660355(NAD 83)
 AN1428_MARKER: DB = BENCH MARK DISK
 AN1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1428_STAMPING: S 699 1943
 AN1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1428+STABILITY: SURFACE MOTION
 AN1428
 AN1428  HISTORY     - Date     Condition        Report By
 AN1428  HISTORY     - 1943     MONUMENTED       CGS
 AN1428  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1428  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1428  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1428  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1428
 AN1428                          STATION DESCRIPTION
 AN1428
 AN1428'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1428'4.5 MI NW FROM REFUGIO.
 AN1428'1.7 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE COUNTY COURTHOUSE AT
 AN1428'REFUGIO, REFUGIO COUNTY, THENCE 2.8 MILES NORTHWEST ALONG STATE
 AN1428'HIGHWAY 202.  0.1 MILE EAST OF A HIGHWAY CURVE, 41.5 FEET NORTH OF THE
 AN1428'CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 3
 AN1428'FEET WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT ABOVE THE
 AN1428'HIGHWAY.  A STANDARD DISK, STAMPED S 699 1943 AND SET IN THE TOP OF A
 AN1428'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AN1428
 AN1428                          STATION RECOVERY (1974)
 AN1428
 AN1428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1428'MARK NOT FOUND.
 AN1428
 AN1428                          STATION RECOVERY (1994)
 AN1428
 AN1428'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1428'MARK NOT FOUND.
 AN1428
 AN1428                          STATION RECOVERY (1999)
 AN1428
 AN1428'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0009 ***********************************************************************
 DQ0009  DESIGNATION -  S 70 RESET 1953
 DQ0009  PID         -  DQ0009
 DQ0009  STATE/COUNTY-  TX/LAMB
 DQ0009  USGS QUAD   -  ANTON (1985)
 DQ0009
 DQ0009                         *CURRENT SURVEY CONTROL
 DQ0009  ___________________________________________________________________
 DQ0009* NAD 83(1986)-  33 49 56.     (N)    102 12 02.     (W)     SCALED    
 DQ0009* NAVD 88     -      1036.51   (+/-2cm)    3400.6    (feet)  VERTCON   
 DQ0009  ___________________________________________________________________
 DQ0009  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 DQ0009
 DQ0009  VERT ORDER  -  THIRD (See Below)
 DQ0009
 DQ0009.The horizontal coordinates were scaled from a topographic map and have
 DQ0009.an estimated accuracy of +/- 6 seconds.
 DQ0009
 DQ0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0009.The vertical order pertains to the NGVD 29 superseded value.
 DQ0009
 DQ0009.The geoid height was determined by GEOID03.
 DQ0009
 DQ0009;                    North         East    Units  Estimated Accuracy
 DQ0009;SPC TXNC     - 2,246,180.      257,540.      MT  (+/- 180 meters Scaled)
 DQ0009
 DQ0009                          SUPERSEDED SURVEY CONTROL
 DQ0009
 DQ0009  NGVD 29 (01/29/03) 1036.08   (m)         3399.2    (f) RESET       3  
 DQ0009
 DQ0009.Superseded values are not recommended for survey control.
 DQ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0009.See file dsdata.txt to determine how the superseded data were derived.
 DQ0009
 DQ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT590470(NAD 83)
 DQ0009_MARKER: DB = BENCH MARK DISK
 DQ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0009_STAMPING: S 70 RESET 1953
 DQ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0009+STABILITY: SURFACE MOTION
 DQ0009
 DQ0009  HISTORY     - Date     Condition        Report By
 DQ0009  HISTORY     - 1953     MONUMENTED       ATSFRR
 DQ0009  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0009
 DQ0009                          STATION DESCRIPTION
 DQ0009
 DQ0009'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1953
 DQ0009'2.6 MI N FROM ANTON.
 DQ0009'IN LAMB COUNTY, 2.6 MILES NORTH ALONG THE PANHANDLE AND SANTA FE
 DQ0009'RAILWAY FROM ANTON, HOCKLEY COUNTY, 23 RAILS NORTH OF MILEPOST 63, 150
 DQ0009'FEET SOUTH OF NEW BRIDGE 62A, 47 FEET EAST OF THE CENTERLINE OF THE
 DQ0009'TRACK, BETWEEN THE FENCE AND A RAILWAY COMMUNICATION POLE LINE, 1-1/2
 DQ0009'FEET FROM A 4-BY 4-INCH POST PROJECTING 2 FEET ABOVE GROUND, AND SET
 DQ0009'IN THE TOP OF A CONCRETE POST.
 DQ0009
 DQ0009                          STATION RECOVERY (1982)
 DQ0009
 DQ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0213 ***********************************************************************
 BO0213  DESIGNATION -  S 700
 BO0213  PID         -  BO0213
 BO0213  STATE/COUNTY-  TX/CROCKETT
 BO0213  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0213
 BO0213                         *CURRENT SURVEY CONTROL
 BO0213  ___________________________________________________________________
 BO0213* NAD 83(1986)-  30 56 40.     (N)    101 10 00.     (W)     SCALED    
 BO0213* NAVD 88     -       787.537  (meters)    2583.78   (feet)  ADJUSTED  
 BO0213  ___________________________________________________________________
 BO0213  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 BO0213  DYNAMIC HT  -         786.392 (meters)    2580.02  (feet)  COMP
 BO0213  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 BO0213
 BO0213  VERT ORDER  -  SECOND    CLASS 0
 BO0213
 BO0213.The horizontal coordinates were scaled from a topographic map and have
 BO0213.an estimated accuracy of +/- 6 seconds.
 BO0213
 BO0213.The orthometric height was determined by differential leveling
 BO0213.and adjusted by the National Geodetic Survey in June 1991..
 BO0213
 BO0213.The geoid height was determined by GEOID03.
 BO0213
 BO0213.The dynamic height is computed by dividing the NAVD 88
 BO0213.geopotential number by the normal gravity value computed on the
 BO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0213.degrees latitude (g = 980.6199 gals.).
 BO0213
 BO0213.The modeled gravity was interpolated from observed gravity values.
 BO0213
 BO0213;                    North         East    Units  Estimated Accuracy
 BO0213;SPC TX C     - 3,141,950.      620,380.      MT  (+/- 180 meters Scaled)
 BO0213
 BO0213                          SUPERSEDED SURVEY CONTROL
 BO0213
 BO0213  NGVD 29 (??/??/92)  787.299  (m)         2583.00   (f) ADJ UNCH    2 0
 BO0213
 BO0213.Superseded values are not recommended for survey control.
 BO0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0213.See file dsdata.txt to determine how the superseded data were derived.
 BO0213
 BO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV930254(NAD 83)
 BO0213_MARKER: DB = BENCH MARK DISK
 BO0213_SETTING: 80 = SET IN A BOULDER
 BO0213_SP_SET: BOULDER
 BO0213_STAMPING: S 700 1942
 BO0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0213+STABILITY: SURFACE MOTION
 BO0213
 BO0213  HISTORY     - Date     Condition        Report By
 BO0213  HISTORY     - 1942     MONUMENTED       CGS
 BO0213  HISTORY     - 1966     GOOD             NGS
 BO0213
 BO0213                          STATION DESCRIPTION
 BO0213
 BO0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0213'17.0 MI N FROM OZONA.
 BO0213'ABOUT 17.0 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0213'BANK AT OZONA, CROCKETT COUNTY, ABOUT 108 FEET WEST OF THE CENTER LINE
 BO0213'OF THE HIGHWAY, ABOUT 105 FEET WEST OF THE NORTH END OF THE WEST HEAD
 BO0213'WALL OF A 4-FOOT CONCRETE-BOX CULVERT, 52.2 FEET WEST OF A WIRE FENCE
 BO0213'PARALLELING THE HIGHWAY, AND IN THE TOP OF A FLAT BOULDER SURROUNDED
 BO0213'BY A CIRCLE OF ROCKS.  A STANDARD DISK, STAMPED S 700 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0182 ***********************************************************************
 BO0182  DESIGNATION -  S 701
 BO0182  PID         -  BO0182
 BO0182  STATE/COUNTY-  TX/CROCKETT
 BO0182  USGS QUAD   -  HUNT RANCH (1967)
 BO0182
 BO0182                         *CURRENT SURVEY CONTROL
 BO0182  ___________________________________________________________________
 BO0182* NAD 83(1986)-  30 33 37.     (N)    101 19 10.     (W)     SCALED    
 BO0182* NAVD 88     -       757.668  (meters)    2485.78   (feet)  ADJUSTED  
 BO0182  ___________________________________________________________________
 BO0182  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 BO0182  DYNAMIC HT  -         756.545 (meters)    2482.10  (feet)  COMP
 BO0182  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 BO0182
 BO0182  VERT ORDER  -  FIRST     CLASS II
 BO0182
 BO0182.The horizontal coordinates were scaled from a topographic map and have
 BO0182.an estimated accuracy of +/- 6 seconds.
 BO0182
 BO0182.The orthometric height was determined by differential leveling
 BO0182.and adjusted by the National Geodetic Survey in June 1991..
 BO0182
 BO0182.The geoid height was determined by GEOID03.
 BO0182
 BO0182.The dynamic height is computed by dividing the NAVD 88
 BO0182.geopotential number by the normal gravity value computed on the
 BO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0182.degrees latitude (g = 980.6199 gals.).
 BO0182
 BO0182.The modeled gravity was interpolated from observed gravity values.
 BO0182
 BO0182;                    North         East    Units  Estimated Accuracy
 BO0182;SPC TX C     - 3,099,480.      605,400.      MT  (+/- 180 meters Scaled)
 BO0182
 BO0182                          SUPERSEDED SURVEY CONTROL
 BO0182
 BO0182  NGVD 29 (??/??/92)  757.462  (m)         2485.11   (f) ADJ UNCH    1 2
 BO0182
 BO0182.Superseded values are not recommended for survey control.
 BO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0182.See file dsdata.txt to determine how the superseded data were derived.
 BO0182
 BO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU775831(NAD 83)
 BO0182_MARKER: DB = BENCH MARK DISK
 BO0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0182_STAMPING: S 701 1942
 BO0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0182+STABILITY: SURFACE MOTION
 BO0182
 BO0182  HISTORY     - Date     Condition        Report By
 BO0182  HISTORY     - 1942     MONUMENTED       CGS
 BO0182  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0182
 BO0182                          STATION DESCRIPTION
 BO0182
 BO0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0182'15.8 MI S FROM OZONA.
 BO0182'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0182'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0182'ABOUT 11.2 MILES SOUTH ALONG A DIRT ROAD, 25.0 FEET SOUTHEAST OF THE
 BO0182'CENTER LINE OF THE DIRT ROAD, 1.2 FEET NORTHWEST OF A WIRE FENCE,
 BO0182'201.5 FEET SOUTHWEST OF A WIRE FENCE WHICH RUNS SOUTHEAST FROM THE
 BO0182'ROAD, 49.0 FEET NORTHEAST OF A 10-INCH CEDAR POST, ABOUT LEVEL WITH
 BO0182'THE ROAD.
 BO0182
 BO0182                          STATION RECOVERY (1967)
 BO0182
 BO0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0282 ***********************************************************************
 BO0282  DESIGNATION -  S 702
 BO0282  PID         -  BO0282
 BO0282  STATE/COUNTY-  TX/CROCKETT
 BO0282  USGS QUAD   -  ANTONE CANYON (1970)
 BO0282
 BO0282                         *CURRENT SURVEY CONTROL
 BO0282  ___________________________________________________________________
 BO0282* NAD 83(1986)-  30 18 42.     (N)    101 31 50.     (W)     SCALED    
 BO0282* NAVD 88     -       556.295  (meters)    1825.11   (feet)  ADJUSTED  
 BO0282  ___________________________________________________________________
 BO0282  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 BO0282  DYNAMIC HT  -         555.470 (meters)    1822.40  (feet)  COMP
 BO0282  MODELED GRAV-     979,142.8   (mgal)                       NAVD 88
 BO0282
 BO0282  VERT ORDER  -  FIRST     CLASS II
 BO0282
 BO0282.The horizontal coordinates were scaled from a topographic map and have
 BO0282.an estimated accuracy of +/- 6 seconds.
 BO0282
 BO0282.The orthometric height was determined by differential leveling
 BO0282.and adjusted by the National Geodetic Survey in June 1991..
 BO0282
 BO0282.The geoid height was determined by GEOID03.
 BO0282
 BO0282.The dynamic height is computed by dividing the NAVD 88
 BO0282.geopotential number by the normal gravity value computed on the
 BO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0282.degrees latitude (g = 980.6199 gals.).
 BO0282
 BO0282.The modeled gravity was interpolated from observed gravity values.
 BO0282
 BO0282;                    North         East    Units  Estimated Accuracy
 BO0282;SPC TX C     - 3,072,120.      584,860.      MT  (+/- 180 meters Scaled)
 BO0282
 BO0282                          SUPERSEDED SURVEY CONTROL
 BO0282
 BO0282  NGVD 29 (??/??/92)  556.138  (m)         1824.60   (f) ADJ UNCH    1 2
 BO0282
 BO0282.Superseded values are not recommended for survey control.
 BO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0282.See file dsdata.txt to determine how the superseded data were derived.
 BO0282
 BO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU566560(NAD 83)
 BO0282_MARKER: DB = BENCH MARK DISK
 BO0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0282_STAMPING: S 702 1942
 BO0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0282+STABILITY: SURFACE MOTION
 BO0282
 BO0282  HISTORY     - Date     Condition        Report By
 BO0282  HISTORY     - 1942     MONUMENTED       CGS
 BO0282  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0282
 BO0282                          STATION DESCRIPTION
 BO0282
 BO0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0282'9.45 MI N FROM PANDALE.
 BO0282'THIS MARK IS ABOUT 9.45 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0282'SCHOOLHOUSE AT PANHANDLE, VAL VERDE COUNTY, 24.5 FEET SOUTHEAST OF THE
 BO0282'CENTER LINE OF THE DIRT ROAD, 2.0 FEET SOUTHEAST OF A WIRE FENCE,
 BO0282'ABOUT 500.0 FEET NORTH OF A WINDMILL TOWER, ABOUT LEVEL WITH THE ROAD.
 BO0282
 BO0282                          STATION RECOVERY (1970)
 BO0282
 BO0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0305 ***********************************************************************
 BO0305  DESIGNATION -  S 703
 BO0305  PID         -  BO0305
 BO0305  STATE/COUNTY-  TX/VAL VERDE
 BO0305  USGS QUAD   -  LITTLE FIELDER DRAW (1970)
 BO0305
 BO0305                         *CURRENT SURVEY CONTROL
 BO0305  ___________________________________________________________________
 BO0305* NAD 83(1986)-  30 01 12.     (N)    101 34 40.     (W)     SCALED    
 BO0305* NAVD 88     -       578.846  (meters)    1899.10   (feet)  ADJUSTED  
 BO0305  ___________________________________________________________________
 BO0305  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BO0305  DYNAMIC HT  -         577.991 (meters)    1896.29  (feet)  COMP
 BO0305  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 BO0305
 BO0305  VERT ORDER  -  FIRST     CLASS II
 BO0305
 BO0305.The horizontal coordinates were scaled from a topographic map and have
 BO0305.an estimated accuracy of +/- 6 seconds.
 BO0305
 BO0305.The orthometric height was determined by differential leveling
 BO0305.and adjusted by the National Geodetic Survey in June 1991..
 BO0305
 BO0305.The geoid height was determined by GEOID03.
 BO0305
 BO0305.The dynamic height is computed by dividing the NAVD 88
 BO0305.geopotential number by the normal gravity value computed on the
 BO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0305.degrees latitude (g = 980.6199 gals.).
 BO0305
 BO0305.The modeled gravity was interpolated from observed gravity values.
 BO0305
 BO0305;                    North         East    Units  Estimated Accuracy
 BO0305;SPC TXSC     - 4,245,090.      351,370.      MT  (+/- 180 meters Scaled)
 BO0305
 BO0305                          SUPERSEDED SURVEY CONTROL
 BO0305
 BO0305  NGVD 29 (??/??/92)  578.708  (m)         1898.64   (f) ADJ UNCH    1 2
 BO0305
 BO0305.Superseded values are not recommended for survey control.
 BO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0305.See file dsdata.txt to determine how the superseded data were derived.
 BO0305
 BO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU513238(NAD 83)
 BO0305_MARKER: DB = BENCH MARK DISK
 BO0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0305_STAMPING: S 703 1942
 BO0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0305+STABILITY: SURFACE MOTION
 BO0305
 BO0305  HISTORY     - Date     Condition        Report By
 BO0305  HISTORY     - 1942     MONUMENTED       CGS
 BO0305  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0305
 BO0305                          STATION DESCRIPTION
 BO0305
 BO0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0305'14.75 MI S FROM PANDALE.
 BO0305'THIS MARK IS ABOUT 14.75 MILES SOUTH ALONG A DIRT ROAD FROM THE
 BO0305'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 48.3 FEET EAST OF THE CENTER
 BO0305'LINE OF THE DIRT ROAD, 1.4 FEET WEST OF A WIRE FENCE WHICH RUNS
 BO0305'PARALLEL WITH THE ROAD, 245.0 FEET NORTH OF THE NORTH END OF A WOODEN
 BO0305'GATE, ABOUT 3-INCHES LOWER THAN THE ROAD.
 BO0305
 BO0305                          STATION RECOVERY (1999)
 BO0305
 BO0305'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0444 ***********************************************************************
 CD0444  DESIGNATION -  S 705
 CD0444  PID         -  CD0444
 CD0444  STATE/COUNTY-  TX/HUDSPETH
 CD0444  USGS QUAD   -  SCRATCH RANCH (1984)
 CD0444
 CD0444                         *CURRENT SURVEY CONTROL
 CD0444  ___________________________________________________________________
 CD0444* NAD 83(1986)-  31 35 00.     (N)    105 21 47.     (W)     SCALED    
 CD0444* NAVD 88     -      1301.544  (meters)    4270.15   (feet)  ADJUSTED  
 CD0444  ___________________________________________________________________
 CD0444  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0444  DYNAMIC HT  -        1299.535 (meters)    4263.56  (feet)  COMP
 CD0444  MODELED GRAV-     979,051.1   (mgal)                       NAVD 88
 CD0444
 CD0444  VERT ORDER  -  FIRST     CLASS II
 CD0444
 CD0444.The horizontal coordinates were scaled from a topographic map and have
 CD0444.an estimated accuracy of +/- 6 seconds.
 CD0444
 CD0444.The orthometric height was determined by differential leveling
 CD0444.and adjusted by the National Geodetic Survey in June 1991..
 CD0444
 CD0444.The geoid height was determined by GEOID03.
 CD0444
 CD0444.The dynamic height is computed by dividing the NAVD 88
 CD0444.geopotential number by the normal gravity value computed on the
 CD0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0444.degrees latitude (g = 980.6199 gals.).
 CD0444
 CD0444.The modeled gravity was interpolated from observed gravity values.
 CD0444
 CD0444;                    North         East    Units  Estimated Accuracy
 CD0444;SPC TX C     - 3,223,270.      222,780.      MT  (+/- 180 meters Scaled)
 CD0444
 CD0444                          SUPERSEDED SURVEY CONTROL
 CD0444
 CD0444  NGVD 29 (??/??/92) 1300.969  (m)         4268.26   (f) ADJ UNCH    1 2
 CD0444
 CD0444.Superseded values are not recommended for survey control.
 CD0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0444.See file dsdata.txt to determine how the superseded data were derived.
 CD0444
 CD0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ655943(NAD 83)
 CD0444_MARKER: DB = BENCH MARK DISK
 CD0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0444_STAMPING: S 705 1942
 CD0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0444+STABILITY: SURFACE MOTION
 CD0444
 CD0444  HISTORY     - Date     Condition        Report By
 CD0444  HISTORY     - 1942     MONUMENTED       CGS
 CD0444  HISTORY     - 1958     GOOD             NGS
 CD0444
 CD0444                          STATION DESCRIPTION
 CD0444
 CD0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0444'30.05 MI N FROM SIERRA BLANCA.
 CD0444'ABOUT 30.05 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0444'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 67 YARDS WEST-SOUTHWEST OF
 CD0444'THE CENTER LINE OF THE RANCH ROAD, 33 FEET EAST-NORTHEAST OF THE
 CD0444'CENTER LINE OF THE OLD ROAD, ABOUT 0.2 MILE NORTH OF THE CREST OF A
 CD0444'HILL, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CD0444'ABOVE THE LEVEL OF THE OLD ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0444'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0387 ***********************************************************************
 BP0387  DESIGNATION -  S 706
 BP0387  PID         -  BP0387
 BP0387  STATE/COUNTY-  TX/BREWSTER
 BP0387  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0387
 BP0387                         *CURRENT SURVEY CONTROL
 BP0387  ___________________________________________________________________
 BP0387* NAD 83(1986)-  30 15 18.     (N)    103 34 23.     (W)     SCALED    
 BP0387* NAVD 88     -      1649.036  (meters)    5410.21   (feet)  ADJUSTED  
 BP0387  ___________________________________________________________________
 BP0387  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 BP0387  DYNAMIC HT  -        1646.269 (meters)    5401.13  (feet)  COMP
 BP0387  MODELED GRAV-     978,904.8   (mgal)                       NAVD 88
 BP0387
 BP0387  VERT ORDER  -  FIRST     CLASS I
 BP0387
 BP0387.The horizontal coordinates were scaled from a topographic map and have
 BP0387.an estimated accuracy of +/- 6 seconds.
 BP0387
 BP0387.The orthometric height was determined by differential leveling
 BP0387.and adjusted by the National Geodetic Survey in June 1991..
 BP0387
 BP0387.The geoid height was determined by GEOID03.
 BP0387
 BP0387.The dynamic height is computed by dividing the NAVD 88
 BP0387.geopotential number by the normal gravity value computed on the
 BP0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0387.degrees latitude (g = 980.6199 gals.).
 BP0387
 BP0387.The modeled gravity was interpolated from observed gravity values.
 BP0387
 BP0387;                    North         East    Units  Estimated Accuracy
 BP0387;SPC TXSC     - 4,277,000.      160,010.      MT  (+/- 180 meters Scaled)
 BP0387
 BP0387                          SUPERSEDED SURVEY CONTROL
 BP0387
 BP0387  NGVD 29 (??/??/92) 1648.496  (m)         5408.44   (f) ADJ UNCH    1 1
 BP0387
 BP0387.Superseded values are not recommended for survey control.
 BP0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0387.See file dsdata.txt to determine how the superseded data were derived.
 BP0387
 BP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP372479(NAD 83)
 BP0387_MARKER: DB = BENCH MARK DISK
 BP0387_SETTING: 66 = SET IN ROCK OUTCROP
 BP0387_SP_SET: ROCK OUTCROP
 BP0387_STAMPING: S 706 1943
 BP0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0387+STABILITY: POSITION/ELEVATION WELL
 BP0387
 BP0387  HISTORY     - Date     Condition        Report By
 BP0387  HISTORY     - 1943     MONUMENTED       CGS
 BP0387  HISTORY     - 1958     GOOD             NGS
 BP0387  HISTORY     - 1977     GOOD             NGS
 BP0387  HISTORY     - 1981     GOOD             NGS
 BP0387  HISTORY     - 19961008 GOOD             USPSQD
 BP0387
 BP0387                          STATION DESCRIPTION
 BP0387
 BP0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0387'10.1 MI S FROM ALPINE.
 BP0387'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0387'STATION AT ALPINE, THENCE ABOUT 9.7 MILES SOUTH ALONG STATE HIGHWAY
 BP0387'118.  IN THE TOP OF A SMALL ROCK OUTCROP PROJECTING 3 INCHES AND
 BP0387'SURROUNDED BY A CIRCLE OF ROCKS, 209 FEET SOUTHWEST OF THE CENTER LINE
 BP0387'OF THE HIGHWAY, AT THE CREST OF A LONG HILL, 115 FEET SOUTHWEST OF THE
 BP0387'SOUTHWEST HIGHWAY RIGHT OF WAY FENCE, ABOUT 0.15 MILE WEST-NORTH WEST
 BP0387'AND ACROSS THE HIGHWAY FROM A TRACK ROAD AND ALUMINUM GATE, AND ABOUT
 BP0387'12 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0387
 BP0387                          STATION RECOVERY (1977)
 BP0387
 BP0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0387'RECOVERED IN GOOD CONDITION.
 BP0387
 BP0387                          STATION RECOVERY (1981)
 BP0387
 BP0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0387'RECOVERED IN GOOD CONDITION.
 BP0387
 BP0387                          STATION RECOVERY (1996)
 BP0387
 BP0387'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0280 ***********************************************************************
 BA0280  DESIGNATION -  S 707
 BA0280  PID         -  BA0280
 BA0280  STATE/COUNTY-  TX/BREWSTER
 BA0280  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0280
 BA0280                         *CURRENT SURVEY CONTROL
 BA0280  ___________________________________________________________________
 BA0280* NAD 83(1986)-  29 55 23.     (N)    103 34 53.     (W)     SCALED    
 BA0280* NAVD 88     -      1227.611  (meters)    4027.59   (feet)  ADJUSTED  
 BA0280  ___________________________________________________________________
 BA0280  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 BA0280  DYNAMIC HT  -        1225.585 (meters)    4020.94  (feet)  COMP
 BA0280  MODELED GRAV-     978,948.8   (mgal)                       NAVD 88
 BA0280
 BA0280  VERT ORDER  -  SECOND    CLASS 0
 BA0280
 BA0280.The horizontal coordinates were scaled from a topographic map and have
 BA0280.an estimated accuracy of +/- 6 seconds.
 BA0280
 BA0280.The orthometric height was determined by differential leveling
 BA0280.and adjusted by the National Geodetic Survey in June 1991..
 BA0280
 BA0280.The geoid height was determined by GEOID03.
 BA0280
 BA0280.The dynamic height is computed by dividing the NAVD 88
 BA0280.geopotential number by the normal gravity value computed on the
 BA0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0280.degrees latitude (g = 980.6199 gals.).
 BA0280
 BA0280.The modeled gravity was interpolated from observed gravity values.
 BA0280
 BA0280;                    North         East    Units  Estimated Accuracy
 BA0280;SPC TXSC     - 4,240,260.      157,770.      MT  (+/- 180 meters Scaled)
 BA0280
 BA0280                          SUPERSEDED SURVEY CONTROL
 BA0280
 BA0280  NGVD 29 (??/??/92) 1227.110  (m)         4025.94   (f) ADJ UNCH    2 0
 BA0280
 BA0280.Superseded values are not recommended for survey control.
 BA0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0280.See file dsdata.txt to determine how the superseded data were derived.
 BA0280
 BA0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP369111(NAD 83)
 BA0280_MARKER: DB = BENCH MARK DISK
 BA0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0280_STAMPING: S 707 1943
 BA0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0280+STABILITY: SURFACE MOTION
 BA0280
 BA0280  HISTORY     - Date     Condition        Report By
 BA0280  HISTORY     - 1943     MONUMENTED       CGS
 BA0280  HISTORY     - 1958     GOOD             NGS
 BA0280  HISTORY     - 20010331 GOOD             NGS
 BA0280
 BA0280                          STATION DESCRIPTION
 BA0280
 BA0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0280'34.65 MI S FROM ALPINE.
 BA0280'ABOUT 0.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0280'STATION AT ALPINE, THENCE ABOUT 34.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0280'118.  60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.9 MILE
 BA0280'SOUTH OF A CATTLE GUARD AND A PRIVATE ROAD LEADING WEST TO THE LYKES
 BA0280'BROS. 0-2 RANCH, 3 FEET WEST OF A WOVEN WIRE FENCE, 1 FOOT NORTH OF A
 BA0280'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BA0280'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BA0280
 BA0280                          STATION RECOVERY (2001)
 BA0280
 BA0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0280'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0310 ***********************************************************************
 BA0310  DESIGNATION -  S 708
 BA0310  PID         -  BA0310
 BA0310  STATE/COUNTY-  TX/BREWSTER
 BA0310  USGS QUAD   -  PACKSADDLE MOUNTAIN (1983)
 BA0310
 BA0310                         *CURRENT SURVEY CONTROL
 BA0310  ___________________________________________________________________
 BA0310* NAD 83(1986)-  29 34 33.     (N)    103 33 17.     (W)     SCALED    
 BA0310* NAVD 88     -      1025.190  (meters)    3363.48   (feet)  ADJUSTED  
 BA0310  ___________________________________________________________________
 BA0310  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0310  DYNAMIC HT  -        1023.518 (meters)    3357.99  (feet)  COMP
 BA0310  MODELED GRAV-     978,977.4   (mgal)                       NAVD 88
 BA0310
 BA0310  VERT ORDER  -  SECOND    CLASS 0
 BA0310
 BA0310.The horizontal coordinates were scaled from a topographic map and have
 BA0310.an estimated accuracy of +/- 6 seconds.
 BA0310
 BA0310.The orthometric height was determined by differential leveling
 BA0310.and adjusted by the National Geodetic Survey in June 1991..
 BA0310
 BA0310.The geoid height was determined by GEOID03.
 BA0310
 BA0310.The dynamic height is computed by dividing the NAVD 88
 BA0310.geopotential number by the normal gravity value computed on the
 BA0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0310.degrees latitude (g = 980.6199 gals.).
 BA0310
 BA0310.The modeled gravity was interpolated from observed gravity values.
 BA0310
 BA0310;                    North         East    Units  Estimated Accuracy
 BA0310;SPC TXSC     - 4,201,710.      158,840.      MT  (+/- 180 meters Scaled)
 BA0310
 BA0310                          SUPERSEDED SURVEY CONTROL
 BA0310
 BA0310  NGVD 29 (??/??/92) 1024.731  (m)         3361.97   (f) ADJ UNCH    2 0
 BA0310
 BA0310.Superseded values are not recommended for survey control.
 BA0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0310.See file dsdata.txt to determine how the superseded data were derived.
 BA0310
 BA0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN399726(NAD 83)
 BA0310_MARKER: DB = BENCH MARK DISK
 BA0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0310_STAMPING: S 708 1943
 BA0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0310+STABILITY: SURFACE MOTION
 BA0310
 BA0310  HISTORY     - Date     Condition        Report By
 BA0310  HISTORY     - 1943     MONUMENTED       CGS
 BA0310  HISTORY     - 1967     GOOD             NGS
 BA0310  HISTORY     - 1976     MARK NOT FOUND   USGS
 BA0310  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0310
 BA0310                          STATION DESCRIPTION
 BA0310
 BA0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0310'22.45 MI N FROM TERLINGUA.
 BA0310'1.0 MILES EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0310'TERLINGUA, THENCE 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0310'THENCE 7.05 MILES NORTH ALONG STATE HIGHWAY 118, 0.45 MILE NORTHWEST
 BA0310'OF A SMALL RISE ACROSS THE HIGHWAY.  30.5 FEET SOUTHWEST OF THE CENTER
 BA0310'LINE OF THE HIGHWAY, 30.5 FEET NORTHEAST OF THE SOUTHWEST HIGHWAY
 BA0310'RIGHT OF WAY FENCE, 1.0 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BA0310'2.0 FEET BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE
 BA0310'POST 10-INCHES BELOW THE SURFACE OF THE GROUND.
 BA0310
 BA0310                          STATION RECOVERY (1976)
 BA0310
 BA0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0310'MARK NOT FOUND.
 BA0310
 BA0310                          STATION RECOVERY (2001)
 BA0310
 BA0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0310'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0263 ***********************************************************************
 DP0263  DESIGNATION -  S 71
 DP0263  PID         -  DP0263
 DP0263  STATE/COUNTY-  TX/GARZA
 DP0263  USGS QUAD   -  SOUTH DOKEGOOD CREEK (1968)
 DP0263
 DP0263                         *CURRENT SURVEY CONTROL
 DP0263  ___________________________________________________________________
 DP0263* NAD 83(1986)-  33 16 13.     (N)    101 27 28.     (W)     SCALED    
 DP0263* NAVD 88     -       852.322  (meters)    2796.33   (feet)  POSTED    
 DP0263  ___________________________________________________________________
 DP0263  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 DP0263  DYNAMIC HT  -         851.220 (meters)    2792.71  (feet)  COMP
 DP0263  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 DP0263
 DP0263  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0263
 DP0263.The horizontal coordinates were scaled from a topographic map and have
 DP0263.an estimated accuracy of +/- 6 seconds.
 DP0263
 DP0263.The orthometric height was determined by differential leveling
 DP0263.and adjusted by the National Geodetic Survey in 1992..
 DP0263.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0263.rate of 1.1 thru 2.0 mm/km.
 DP0263
 DP0263.The geoid height was determined by GEOID03.
 DP0263
 DP0263.The dynamic height is computed by dividing the NAVD 88
 DP0263.geopotential number by the normal gravity value computed on the
 DP0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0263.degrees latitude (g = 980.6199 gals.).
 DP0263
 DP0263.The modeled gravity was interpolated from observed gravity values.
 DP0263
 DP0263;                    North         East    Units  Estimated Accuracy
 DP0263;SPC TXNC     - 2,181,700.      324,500.      MT  (+/- 180 meters Scaled)
 DP0263
 DP0263                          SUPERSEDED SURVEY CONTROL
 DP0263
 DP0263  NGVD 29 (??/??/92)  851.957  (m)         2795.13   (f) ADJ UNCH    1 2
 DP0263
 DP0263.Superseded values are not recommended for survey control.
 DP0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0263.See file dsdata.txt to determine how the superseded data were derived.
 DP0263
 DP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB710839(NAD 83)
 DP0263_MARKER: DB = BENCH MARK DISK
 DP0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0263_STAMPING: 2795.129 S 71 1931
 DP0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0263+STABILITY: SURFACE MOTION
 DP0263
 DP0263  HISTORY     - Date     Condition        Report By
 DP0263  HISTORY     - 1931     MONUMENTED       CGS
 DP0263  HISTORY     - 1934     GOOD             NGS
 DP0263  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0263
 DP0263                          STATION DESCRIPTION
 DP0263
 DP0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0263'2.4 MI N FROM DUGGER.
 DP0263'2.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM DUGGER,
 DP0263'GARZA COUNTY, 0.4 MILE SOUTH OF MILEPOST 706, 60 FEET NORTH OF A
 DP0263'CROSSROAD, 100 FEET WEST OF THE TRACK, AT A FENCE LINE, AND SET IN THE
 DP0263'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND. NOTE--
 DP0263'RR CONSTR. IN AREA.
 DP0263
 DP0263                          STATION RECOVERY (1969)
 DP0263
 DP0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0326 ***********************************************************************
 CB0326  DESIGNATION -  S 710
 CB0326  PID         -  CB0326
 CB0326  STATE/COUNTY-  TX/GLASSCOCK
 CB0326  USGS QUAD   -  CURRIE RESERVOIR (1963)
 CB0326
 CB0326                         *CURRENT SURVEY CONTROL
 CB0326  ___________________________________________________________________
 CB0326* NAD 83(1986)-  31 49 12.     (N)    101 19 33.     (W)     SCALED    
 CB0326* NAVD 88     -       769.777  (meters)    2525.51   (feet)  ADJUSTED  
 CB0326  ___________________________________________________________________
 CB0326  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CB0326  DYNAMIC HT  -         768.707 (meters)    2522.00  (feet)  COMP
 CB0326  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 CB0326
 CB0326  VERT ORDER  -  SECOND    CLASS 0
 CB0326
 CB0326.The horizontal coordinates were scaled from a topographic map and have
 CB0326.an estimated accuracy of +/- 6 seconds.
 CB0326
 CB0326.The orthometric height was determined by differential leveling
 CB0326.and adjusted by the National Geodetic Survey in June 1991..
 CB0326
 CB0326.The geoid height was determined by GEOID03.
 CB0326
 CB0326.The dynamic height is computed by dividing the NAVD 88
 CB0326.geopotential number by the normal gravity value computed on the
 CB0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0326.degrees latitude (g = 980.6199 gals.).
 CB0326
 CB0326.The modeled gravity was interpolated from observed gravity values.
 CB0326
 CB0326;                    North         East    Units  Estimated Accuracy
 CB0326;SPC TX C     - 3,239,140.      606,040.      MT  (+/- 180 meters Scaled)
 CB0326
 CB0326                          SUPERSEDED SURVEY CONTROL
 CB0326
 CB0326  NGVD 29 (??/??/92)  769.512  (m)         2524.64   (f) ADJ UNCH    2 0
 CB0326
 CB0326.Superseded values are not recommended for survey control.
 CB0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0326.See file dsdata.txt to determine how the superseded data were derived.
 CB0326
 CB0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA798228(NAD 83)
 CB0326_MARKER: DB = BENCH MARK DISK
 CB0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0326_STAMPING: S 710 1942
 CB0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0326+STABILITY: SURFACE MOTION
 CB0326
 CB0326  HISTORY     - Date     Condition        Report By
 CB0326  HISTORY     - 1942     MONUMENTED       CGS
 CB0326  HISTORY     - 1973     POOR             TXHD
 CB0326
 CB0326                          STATION DESCRIPTION
 CB0326
 CB0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0326'10.4 MI E FROM GARDEN CITY.
 CB0326'10.4 MILES EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0326'GARDEN CITY, GLASSCOCK COUNTY, AT THE ENTRANCE TO A RANCH-HOUSE YARD,
 CB0326'AT A ROAD INTERSECTION, 60 FEET NORTHEAST OF THE CENTERLINE OF THE
 CB0326'HIGHWAY, 19.5 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD (THE ROAD
 CB0326'LEADS NORTHEAST ACROSS A CATTLE GUARD), 5.3 FEET SOUTHEAST OF THE
 CB0326'SOUTH CORNER OF THE SOUTH ONE OF FOUR BRICK GATE-PILLARS, 1 FOOT
 CB0326'SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, LEVEL WITH THE HIGHWAY.
 CB0326'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CB0326'GROUND.
 CB0326
 CB0326                          STATION RECOVERY (1973)
 CB0326
 CB0326'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0326'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0458 ***********************************************************************
 CB0458  DESIGNATION -  S 711
 CB0458  PID         -  CB0458
 CB0458  STATE/COUNTY-  TX/GLASSCOCK
 CB0458  USGS QUAD   -  DEWEY LAKE (1965)
 CB0458
 CB0458                         *CURRENT SURVEY CONTROL
 CB0458  ___________________________________________________________________
 CB0458* NAD 83(1986)-  31 53 48.     (N)    101 44 21.     (W)     SCALED    
 CB0458* NAVD 88     -       790.500  (meters)    2593.50   (feet)  ADJUSTED  
 CB0458  ___________________________________________________________________
 CB0458  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CB0458  DYNAMIC HT  -         789.400 (meters)    2589.89  (feet)  COMP
 CB0458  MODELED GRAV-     979,222.6   (mgal)                       NAVD 88
 CB0458
 CB0458  VERT ORDER  -  SECOND    CLASS 0
 CB0458
 CB0458.The horizontal coordinates were scaled from a topographic map and have
 CB0458.an estimated accuracy of +/- 6 seconds.
 CB0458
 CB0458.The orthometric height was determined by differential leveling
 CB0458.and adjusted by the National Geodetic Survey in June 1991..
 CB0458
 CB0458.The geoid height was determined by GEOID03.
 CB0458
 CB0458.The dynamic height is computed by dividing the NAVD 88
 CB0458.geopotential number by the normal gravity value computed on the
 CB0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0458.degrees latitude (g = 980.6199 gals.).
 CB0458
 CB0458.The modeled gravity was interpolated from observed gravity values.
 CB0458
 CB0458;                    North         East    Units  Estimated Accuracy
 CB0458;SPC TX C     - 3,248,060.      567,010.      MT  (+/- 180 meters Scaled)
 CB0458
 CB0458                          SUPERSEDED SURVEY CONTROL
 CB0458
 CB0458  NGVD 29 (??/??/92)  790.188  (m)         2592.48   (f) ADJ UNCH    2 0
 CB0458
 CB0458.Superseded values are not recommended for survey control.
 CB0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0458.See file dsdata.txt to determine how the superseded data were derived.
 CB0458
 CB0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA409322(NAD 83)
 CB0458_MARKER: DB = BENCH MARK DISK
 CB0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0458_STAMPING: S 711 1942
 CB0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0458+STABILITY: SURFACE MOTION
 CB0458
 CB0458  HISTORY     - Date     Condition        Report By
 CB0458  HISTORY     - 1942     MONUMENTED       CGS
 CB0458
 CB0458                          STATION DESCRIPTION
 CB0458
 CB0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0458'16.0 MI NW FROM GARDEN CITY.
 CB0458'16.0 MILES NORTHWEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT
 CB0458'GARDEN CITY, GLASSCOCK COUNTY, 0.2 MILE EAST OF AN IRON GATE OPENING
 CB0458'INTO A PASTURE ON THE SOUTH SIDE OF THE HIGHWAY, 59 FEET SOUTH OF THE
 CB0458'CENTERLINE OF THE HIGHWAY, 1.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 CB0458'FENCE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.  AND SET IN THE
 CB0458'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0288 ***********************************************************************
 CB0288  DESIGNATION -  S 712
 CB0288  PID         -  CB0288
 CB0288  STATE/COUNTY-  TX/GLASSCOCK
 CB0288  USGS QUAD   -  GARDEN CITY (1963)
 CB0288
 CB0288                         *CURRENT SURVEY CONTROL
 CB0288  ___________________________________________________________________
 CB0288* NAD 83(1986)-  31 46 35.     (N)    101 28 46.     (W)     SCALED    
 CB0288* NAVD 88     -       831.942  (meters)    2729.46   (feet)  ADJUSTED  
 CB0288  ___________________________________________________________________
 CB0288  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CB0288  DYNAMIC HT  -         830.785 (meters)    2725.67  (feet)  COMP
 CB0288  MODELED GRAV-     979,220.8   (mgal)                       NAVD 88
 CB0288
 CB0288  VERT ORDER  -  SECOND    CLASS 0
 CB0288
 CB0288.The horizontal coordinates were scaled from a topographic map and have
 CB0288.an estimated accuracy of +/- 6 seconds.
 CB0288
 CB0288.The orthometric height was determined by differential leveling
 CB0288.and adjusted by the National Geodetic Survey in June 1991..
 CB0288
 CB0288.The geoid height was determined by GEOID03.
 CB0288
 CB0288.The dynamic height is computed by dividing the NAVD 88
 CB0288.geopotential number by the normal gravity value computed on the
 CB0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0288.degrees latitude (g = 980.6199 gals.).
 CB0288
 CB0288.The modeled gravity was interpolated from observed gravity values.
 CB0288
 CB0288;                    North         East    Units  Estimated Accuracy
 CB0288;SPC TX C     - 3,234,440.      591,440.      MT  (+/- 180 meters Scaled)
 CB0288
 CB0288                          SUPERSEDED SURVEY CONTROL
 CB0288
 CB0288  NGVD 29 (??/??/92)  831.655  (m)         2728.52   (f) ADJ UNCH    2 0
 CB0288
 CB0288.Superseded values are not recommended for survey control.
 CB0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0288.See file dsdata.txt to determine how the superseded data were derived.
 CB0288
 CB0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA652183(NAD 83)
 CB0288_MARKER: DB = BENCH MARK DISK
 CB0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0288_STAMPING: S 712 1942
 CB0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0288+STABILITY: SURFACE MOTION
 CB0288
 CB0288  HISTORY     - Date     Condition        Report By
 CB0288  HISTORY     - 1942     MONUMENTED       CGS
 CB0288
 CB0288                          STATION DESCRIPTION
 CB0288
 CB0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0288'7.4 MI S FROM GARDEN CITY.
 CB0288'7.4 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE- GARDEN CITY ROAD
 CB0288'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 0.15 MILE SOUTH
 CB0288'OF THE GATE AND MAILBOX OF HARRY TWEEDLE, 83 FEET SOUTH OF A T-FENCE
 CB0288'CORNER ON THE EAST SIDE OF THE ROAD, 30 FEET EAST OF THE CENTERLINE OF
 CB0288'THE ROAD, 1-1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST SET IN THE
 CB0288'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0429 ***********************************************************************
 CB0429  DESIGNATION -  S 713
 CB0429  PID         -  CB0429
 CB0429  STATE/COUNTY-  TX/REAGAN
 CB0429  USGS QUAD   -  STILES (1970)
 CB0429
 CB0429                         *CURRENT SURVEY CONTROL
 CB0429  ___________________________________________________________________
 CB0429* NAD 83(1986)-  31 24 26.     (N)    101 33 46.     (W)     SCALED    
 CB0429* NAVD 88     -       776.528  (meters)    2547.66   (feet)  ADJUSTED  
 CB0429  ___________________________________________________________________
 CB0429  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0429  DYNAMIC HT  -         775.424 (meters)    2544.04  (feet)  COMP
 CB0429  MODELED GRAV-     979,192.5   (mgal)                       NAVD 88
 CB0429
 CB0429  VERT ORDER  -  SECOND    CLASS 0
 CB0429
 CB0429.The horizontal coordinates were scaled from a topographic map and have
 CB0429.an estimated accuracy of +/- 6 seconds.
 CB0429
 CB0429.The orthometric height was determined by differential leveling
 CB0429.and adjusted by the National Geodetic Survey in June 1991..
 CB0429
 CB0429.The geoid height was determined by GEOID03.
 CB0429
 CB0429.The dynamic height is computed by dividing the NAVD 88
 CB0429.geopotential number by the normal gravity value computed on the
 CB0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0429.degrees latitude (g = 980.6199 gals.).
 CB0429
 CB0429.The modeled gravity was interpolated from observed gravity values.
 CB0429
 CB0429;                    North         East    Units  Estimated Accuracy
 CB0429;SPC TX C     - 3,193,600.      583,100.      MT  (+/- 180 meters Scaled)
 CB0429
 CB0429                          SUPERSEDED SURVEY CONTROL
 CB0429
 CB0429  NGVD 29 (??/??/92)  776.211  (m)         2546.62   (f) ADJ UNCH    2 0
 CB0429
 CB0429.Superseded values are not recommended for survey control.
 CB0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0429.See file dsdata.txt to determine how the superseded data were derived.
 CB0429
 CB0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV563775(NAD 83)
 CB0429_MARKER: DB = BENCH MARK DISK
 CB0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0429_SP_SET: BUILDING
 CB0429_STAMPING: S-713 1942
 CB0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0429
 CB0429  HISTORY     - Date     Condition        Report By
 CB0429  HISTORY     - 1942     MONUMENTED       CGS
 CB0429  HISTORY     - 1970     GOOD             USGS
 CB0429
 CB0429                          STATION DESCRIPTION
 CB0429
 CB0429'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0429'IN STILES.
 CB0429'AT A BRICK BUILDING (FORMERLY A SCHOOLHOUSE) IN THE NORTH FACE.  1 1/2
 CB0429'FEET WEST OF THE NORTHEAST CORNER, AND 2.2 FEET ABOVE GROUND.  A
 CB0429'STANDARD DISK, STAMPED S-713 1942 SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0280 ***********************************************************************
 CB0280  DESIGNATION -  S 714
 CB0280  PID         -  CB0280
 CB0280  STATE/COUNTY-  TX/GLASSCOCK
 CB0280  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0280
 CB0280                         *CURRENT SURVEY CONTROL
 CB0280  ___________________________________________________________________
 CB0280* NAD 83(1986)-  31 41 53.     (N)    101 29 27.     (W)     SCALED    
 CB0280* NAVD 88     -       821.922  (meters)    2696.59   (feet)  ADJUSTED  
 CB0280  ___________________________________________________________________
 CB0280  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0280  DYNAMIC HT  -         820.772 (meters)    2692.82  (feet)  COMP
 CB0280  MODELED GRAV-     979,213.3   (mgal)                       NAVD 88
 CB0280
 CB0280  VERT ORDER  -  SECOND    CLASS 0
 CB0280
 CB0280.The horizontal coordinates were scaled from a topographic map and have
 CB0280.an estimated accuracy of +/- 6 seconds.
 CB0280
 CB0280.The orthometric height was determined by differential leveling
 CB0280.and adjusted by the National Geodetic Survey in June 1991..
 CB0280
 CB0280.The geoid height was determined by GEOID03.
 CB0280
 CB0280.The dynamic height is computed by dividing the NAVD 88
 CB0280.geopotential number by the normal gravity value computed on the
 CB0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0280.degrees latitude (g = 980.6199 gals.).
 CB0280
 CB0280.The modeled gravity was interpolated from observed gravity values.
 CB0280
 CB0280;                    North         East    Units  Estimated Accuracy
 CB0280;SPC TX C     - 3,225,770.      590,270.      MT  (+/- 180 meters Scaled)
 CB0280
 CB0280                          SUPERSEDED SURVEY CONTROL
 CB0280
 CB0280  NGVD 29 (??/??/92)  821.629  (m)         2695.63   (f) ADJ UNCH    2 0
 CB0280
 CB0280.Superseded values are not recommended for survey control.
 CB0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0280.See file dsdata.txt to determine how the superseded data were derived.
 CB0280
 CB0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA639096(NAD 83)
 CB0280_MARKER: DB = BENCH MARK DISK
 CB0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0280_STAMPING: S 714 1942
 CB0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0280+STABILITY: SURFACE MOTION
 CB0280
 CB0280  HISTORY     - Date     Condition        Report By
 CB0280  HISTORY     - 1942     MONUMENTED       CGS
 CB0280  HISTORY     - 1973     GOOD             USGS
 CB0280
 CB0280                          STATION DESCRIPTION
 CB0280
 CB0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0280'14.6 MI S FROM GARDEN CITY.
 CB0280'14.6 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0280'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 0.1 MILE WEST OF
 CB0280'A GATE TO THE COX RANCH, 135 FEET WEST OF A RIGHT-ANGLE CURVE FROM
 CB0280'WHICH THE ROAD BEARS NORTH AND WEST, 27 FEET SOUTH OF THE CENTERLINE
 CB0280'OF THE ROAD, 1-1/2 FEET WEST OF A WHITE WOODEN WITNESS POST AND SET IN
 CB0280'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CB0280
 CB0280                          STATION RECOVERY (1973)
 CB0280
 CB0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CB0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0273 ***********************************************************************
 CD0273  DESIGNATION -  S 715
 CD0273  PID         -  CD0273
 CD0273  STATE/COUNTY-  TX/CULBERSON
 CD0273  USGS QUAD   -  DELAWARE RANCH (1973)
 CD0273
 CD0273                         *CURRENT SURVEY CONTROL
 CD0273  ___________________________________________________________________
 CD0273* NAD 83(1986)-  31 22 44.     (N)    104 33 57.     (W)     SCALED    
 CD0273* NAVD 88     -      1383.697  (meters)    4539.68   (feet)  ADJUSTED  
 CD0273  ___________________________________________________________________
 CD0273  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CD0273  DYNAMIC HT  -        1381.563 (meters)    4532.68  (feet)  COMP
 CD0273  MODELED GRAV-     979,048.9   (mgal)                       NAVD 88
 CD0273
 CD0273  VERT ORDER  -  SECOND    CLASS 0
 CD0273
 CD0273.The horizontal coordinates were scaled from a topographic map and have
 CD0273.an estimated accuracy of +/- 6 seconds.
 CD0273
 CD0273.The orthometric height was determined by differential leveling
 CD0273.and adjusted by the National Geodetic Survey in June 1991..
 CD0273
 CD0273.The geoid height was determined by GEOID03.
 CD0273
 CD0273.The dynamic height is computed by dividing the NAVD 88
 CD0273.geopotential number by the normal gravity value computed on the
 CD0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0273.degrees latitude (g = 980.6199 gals.).
 CD0273
 CD0273.The modeled gravity was interpolated from observed gravity values.
 CD0273
 CD0273;                    North         East    Units  Estimated Accuracy
 CD0273;SPC TX C     - 3,197,470.      297,520.      MT  (+/- 180 meters Scaled)
 CD0273
 CD0273                          SUPERSEDED SURVEY CONTROL
 CD0273
 CD0273  NGVD 29 (??/??/92) 1383.200  (m)         4538.05   (f) ADJ UNCH    2 0
 CD0273
 CD0273.Superseded values are not recommended for survey control.
 CD0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0273.See file dsdata.txt to determine how the superseded data were derived.
 CD0273
 CD0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ412716(NAD 83)
 CD0273_MARKER: DB = BENCH MARK DISK
 CD0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0273_STAMPING: S 715 1942
 CD0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0273+STABILITY: SURFACE MOTION
 CD0273
 CD0273  HISTORY     - Date     Condition        Report By
 CD0273  HISTORY     - 1942     MONUMENTED       CGS
 CD0273  HISTORY     - 1958     GOOD             NGS
 CD0273
 CD0273                          STATION DESCRIPTION
 CD0273
 CD0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0273'3.5 MI NW FROM STANTON RANCH HOUSE.
 CD0273'ABOUT 1.5 MILES WEST ALONG A GRADED DIRT ROAD FROM MRS. ETHEL STANTON
 CD0273'RANCH HOUSE (FORMERLY CALVIN JONES RANCH), THENCE ABOUT 2.0 MILE NORTH
 CD0273'ALONG A GRADED DIRT ROAD.  74 FEET WEST OF THE CENTER LINE OF THE
 CD0273'ROAD, ABOUT 1.0 MILE SOUTHEAST OF AN EARTHEN TANK, 39 FEET EAST OF THE
 CD0273'CENTER LINE OF THE OLD ABANDONED ROAD, 2 FEET WEST OF A FENCE, 2 FEET
 CD0273'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CD0273'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0364 ***********************************************************************
 CD0364  DESIGNATION -  S 716
 CD0364  PID         -  CD0364
 CD0364  STATE/COUNTY-  TX/CULBERSON
 CD0364  USGS QUAD   -  EMORY CORRAL (1973)
 CD0364
 CD0364                         *CURRENT SURVEY CONTROL
 CD0364  ___________________________________________________________________
 CD0364* NAD 83(1986)-  31 30 54.     (N)    104 31 46.     (W)     SCALED    
 CD0364* NAVD 88     -      1381.657  (meters)    4532.99   (feet)  ADJUSTED  
 CD0364  ___________________________________________________________________
 CD0364  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CD0364  DYNAMIC HT  -        1379.502 (meters)    4525.92  (feet)  COMP
 CD0364  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 CD0364
 CD0364  VERT ORDER  -  SECOND    CLASS 0
 CD0364
 CD0364.The horizontal coordinates were scaled from a topographic map and have
 CD0364.an estimated accuracy of +/- 6 seconds.
 CD0364
 CD0364.The orthometric height was determined by differential leveling
 CD0364.and adjusted by the National Geodetic Survey in June 1991..
 CD0364
 CD0364.The geoid height was determined by GEOID03.
 CD0364
 CD0364.The dynamic height is computed by dividing the NAVD 88
 CD0364.geopotential number by the normal gravity value computed on the
 CD0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0364.degrees latitude (g = 980.6199 gals.).
 CD0364
 CD0364.The modeled gravity was interpolated from observed gravity values.
 CD0364
 CD0364;                    North         East    Units  Estimated Accuracy
 CD0364;SPC TX C     - 3,212,420.      301,550.      MT  (+/- 180 meters Scaled)
 CD0364
 CD0364                          SUPERSEDED SURVEY CONTROL
 CD0364
 CD0364  NGVD 29 (??/??/92) 1381.119  (m)         4531.22   (f) ADJ UNCH    2 0
 CD0364
 CD0364.Superseded values are not recommended for survey control.
 CD0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0364.See file dsdata.txt to determine how the superseded data were derived.
 CD0364
 CD0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ446867(NAD 83)
 CD0364_MARKER: DB = BENCH MARK DISK
 CD0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0364_STAMPING: S 716 1942
 CD0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0364+STABILITY: SURFACE MOTION
 CD0364
 CD0364  HISTORY     - Date     Condition        Report By
 CD0364  HISTORY     - 1942     MONUMENTED       CGS
 CD0364  HISTORY     - 1958     GOOD             NGS
 CD0364
 CD0364                          STATION DESCRIPTION
 CD0364
 CD0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0364'62.15 MI SE FROM PINE SPRINGS.
 CD0364'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0364'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0364'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 33.05 MILES SOUTH
 CD0364'ALONG A GRADED DIRT ROAD.  24 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CD0364'ROAD, ABOUT 0.25 MILES NORTHWEST OF A CATTLE GUARD, ON THE OUTSIDE OF
 CD0364'A SLIGHT CURVE IN THE ROAD, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 CD0364'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0013 ***********************************************************************
 CD0013  DESIGNATION -  S 717
 CD0013  PID         -  CD0013
 CD0013  STATE/COUNTY-  TX/CULBERSON
 CD0013  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0013
 CD0013                         *CURRENT SURVEY CONTROL
 CD0013  ___________________________________________________________________
 CD0013* NAD 83(1986)-  31 46 06.     (N)    104 29 57.     (W)     SCALED    
 CD0013* NAVD 88     -      1204.176  (meters)    3950.70   (feet)  ADJUSTED  
 CD0013  ___________________________________________________________________
 CD0013  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CD0013  DYNAMIC HT  -        1202.318 (meters)    3944.61  (feet)  COMP
 CD0013  MODELED GRAV-     979,056.4   (mgal)                       NAVD 88
 CD0013
 CD0013  VERT ORDER  -  SECOND    CLASS 0
 CD0013
 CD0013.The horizontal coordinates were scaled from a topographic map and have
 CD0013.an estimated accuracy of +/- 6 seconds.
 CD0013
 CD0013.The orthometric height was determined by differential leveling
 CD0013.and adjusted by the National Geodetic Survey in June 1991..
 CD0013
 CD0013.The geoid height was determined by GEOID03.
 CD0013
 CD0013.The dynamic height is computed by dividing the NAVD 88
 CD0013.geopotential number by the normal gravity value computed on the
 CD0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0013.degrees latitude (g = 980.6199 gals.).
 CD0013
 CD0013.The modeled gravity was interpolated from observed gravity values.
 CD0013
 CD0013;                    North         East    Units  Estimated Accuracy
 CD0013;SPC TX C     - 3,240,380.      305,470.      MT  (+/- 180 meters Scaled)
 CD0013
 CD0013                          SUPERSEDED SURVEY CONTROL
 CD0013
 CD0013  NGVD 29 (??/??/92) 1203.630  (m)         3948.91   (f) ADJ UNCH    2 0
 CD0013
 CD0013.Superseded values are not recommended for survey control.
 CD0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0013.See file dsdata.txt to determine how the superseded data were derived.
 CD0013
 CD0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER474148(NAD 83)
 CD0013_MARKER: DB = BENCH MARK DISK
 CD0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0013_STAMPING: S 717 1942
 CD0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0013+STABILITY: SURFACE MOTION
 CD0013
 CD0013  HISTORY     - Date     Condition        Report By
 CD0013  HISTORY     - 1942     MONUMENTED       CGS
 CD0013  HISTORY     - 1958     GOOD             NGS
 CD0013
 CD0013                          STATION DESCRIPTION
 CD0013
 CD0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0013'36.6 MI SE FROM PINE SPRINGS.
 CD0013'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0013'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0013'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 7.5 MILES SOUTH ALONG
 CD0013'A GRADED DIRT ROAD.  25 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CD0013'ABOUT 2.1 MILES NORTH OF THE JUNCTION OF THE ROAD LEADING SOUTHEAST TO
 CD0013'THE K C RANCH, ABOUT 0.8 MILE NORTH OF A CATTLE GUARD, 154 FEET WEST
 CD0013'OF A FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 CD0013'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0013'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0070 ***********************************************************************
 BB0070  DESIGNATION -  S 718
 BB0070  PID         -  BB0070
 BB0070  STATE/COUNTY-  TX/PRESIDIO
 BB0070  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0070
 BB0070                         *CURRENT SURVEY CONTROL
 BB0070  ___________________________________________________________________
 BB0070* NAD 83(1986)-  29 32 15.     (N)    104 16 21.     (W)     SCALED    
 BB0070* NAVD 88     -       835.176  (meters)    2740.07   (feet)  POSTED    
 BB0070  ___________________________________________________________________
 BB0070  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 BB0070  DYNAMIC HT  -         833.820 (meters)    2735.62  (feet)  COMP
 BB0070  MODELED GRAV-     978,995.5   (mgal)                       NAVD 88
 BB0070
 BB0070  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 BB0070
 BB0070.The horizontal coordinates were scaled from a topographic map and have
 BB0070.an estimated accuracy of +/- 6 seconds.
 BB0070
 BB0070.The orthometric height was determined by differential leveling
 BB0070.and adjusted by the National Geodetic Survey in 1992..
 BB0070.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 BB0070.rate greater than 8.0 mm/km.
 BB0070
 BB0070.The geoid height was determined by GEOID03.
 BB0070
 BB0070.The dynamic height is computed by dividing the NAVD 88
 BB0070.geopotential number by the normal gravity value computed on the
 BB0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0070.degrees latitude (g = 980.6199 gals.).
 BB0070
 BB0070.The modeled gravity was interpolated from observed gravity values.
 BB0070
 BB0070;                    North         East    Units  Estimated Accuracy
 BB0070;SPC TXSC     - 4,200,380.       89,170.      MT  (+/- 180 meters Scaled)
 BB0070
 BB0070                          SUPERSEDED SURVEY CONTROL
 BB0070
 BB0070  NGVD 29 (??/??/92)  834.811  (m)         2738.88   (f) ADJ UNCH    1 2
 BB0070
 BB0070.Superseded values are not recommended for survey control.
 BB0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0070.See file dsdata.txt to determine how the superseded data were derived.
 BB0070
 BB0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN704677(NAD 83)
 BB0070_MARKER: DB = BENCH MARK DISK
 BB0070_SETTING: 66 = SET IN ROCK OUTCROP
 BB0070_SP_SET: BEDROCK
 BB0070_STAMPING: S 718 1943
 BB0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0070+STABILITY: POSITION/ELEVATION WELL
 BB0070
 BB0070  HISTORY     - Date     Condition        Report By
 BB0070  HISTORY     - 1943     MONUMENTED       CGS
 BB0070  HISTORY     - 1958     GOOD             NGS
 BB0070  HISTORY     - 1967     MARK NOT FOUND   NGS
 BB0070
 BB0070                          STATION DESCRIPTION
 BB0070
 BB0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0070'8.05 MI E FROM PRESIDIO.
 BB0070'ABOUT 6.4 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0070'PRESIDIO TO A CONCRETE BRIDGE OVER ALAMITO CREEK, THENCE 0.2 MILE EAST
 BB0070'UP A HILL ALONG A WASH WHICH USED TO A ROAD, THENCE 1.45 MILES
 BB0070'NORTHEAST ALONG A DIM ABANDONED TRACK ROAD.  IN THE TOP OF FLAT
 BB0070'CALICHE BEDROCK, IN THE CENTER OF A BARREN WASH, 143 FEET SOUTHEAST OF
 BB0070'THE CENTER LINE OF THE ROAD, ON THE SOUTHWEST SLOPE OF THE HIGHEST
 BB0070'HILL IN THE IMMEDIATE VICINITY, AND NEAR A 1 1/2-FOOT ROUND BOULDER
 BB0070'WITH THE LETTERS BM PAINTED IN WHITE.  NOTE-- ABOUT 1.0 MILE SOUTHWEST
 BB0070'OF B. M. T 718.
 BB0070
 BB0070                          STATION RECOVERY (1967)
 BB0070
 BB0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BB0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0157 ***********************************************************************
 BB0157  DESIGNATION -  S 719
 BB0157  PID         -  BB0157
 BB0157  STATE/COUNTY-  TX/PRESIDIO
 BB0157  USGS QUAD   -  PLATA (1983)
 BB0157
 BB0157                         *CURRENT SURVEY CONTROL
 BB0157  ___________________________________________________________________
 BB0157* NAD 83(1986)-  29 45 03.     (N)    104 01 25.     (W)     SCALED    
 BB0157* NAVD 88     -      1070.812  (meters)    3513.16   (feet)  ADJUSTED  
 BB0157  ___________________________________________________________________
 BB0157  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BB0157  DYNAMIC HT  -        1069.069 (meters)    3507.44  (feet)  COMP
 BB0157  MODELED GRAV-     978,977.6   (mgal)                       NAVD 88
 BB0157
 BB0157  VERT ORDER  -  SECOND    CLASS 0
 BB0157
 BB0157.The horizontal coordinates were scaled from a topographic map and have
 BB0157.an estimated accuracy of +/- 6 seconds.
 BB0157
 BB0157.The orthometric height was determined by differential leveling
 BB0157.and adjusted by the National Geodetic Survey in June 1991..
 BB0157
 BB0157.The geoid height was determined by GEOID03.
 BB0157
 BB0157.The dynamic height is computed by dividing the NAVD 88
 BB0157.geopotential number by the normal gravity value computed on the
 BB0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0157.degrees latitude (g = 980.6199 gals.).
 BB0157
 BB0157.The modeled gravity was interpolated from observed gravity values.
 BB0157
 BB0157;                    North         East    Units  Estimated Accuracy
 BB0157;SPC TXSC     - 4,222,950.      114,290.      MT  (+/- 180 meters Scaled)
 BB0157
 BB0157                          SUPERSEDED SURVEY CONTROL
 BB0157
 BB0157  NGVD 29 (??/??/92) 1070.458  (m)         3511.99   (f) ADJ UNCH    2 0
 BB0157
 BB0157.Superseded values are not recommended for survey control.
 BB0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0157.See file dsdata.txt to determine how the superseded data were derived.
 BB0157
 BB0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN944915(NAD 83)
 BB0157_MARKER: DB = BENCH MARK DISK
 BB0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0157_STAMPING: S 719 1943
 BB0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0157+STABILITY: SURFACE MOTION
 BB0157
 BB0157  HISTORY     - Date     Condition        Report By
 BB0157  HISTORY     - 1943     MONUMENTED       CGS
 BB0157  HISTORY     - 1958     GOOD             NGS
 BB0157
 BB0157                          STATION DESCRIPTION
 BB0157
 BB0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0157'2.15 MI NE FROM CASA PIEDRA.
 BB0157'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0157'CASA PIEDRA, 69 FEET SOUTHEAST OF THE CENTER LINE OF THE MARFA-PLATA
 BB0157'ROAD, AT A WYE JUNCTION, 143 FEET NORTH OF THE CENTER LINE OF THE ROAD
 BB0157'LEADING EAST, 75 FEET EAST OF THE EAST END OF A CATTLE GUARD, AND IN
 BB0157'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0397 ***********************************************************************
 CU0397  DESIGNATION -  S 72
 CU0397  PID         -  CU0397
 CU0397  STATE/COUNTY-  TX/SCURRY
 CU0397  USGS QUAD   -  HERMLEIGH (1979)
 CU0397
 CU0397                         *CURRENT SURVEY CONTROL
 CU0397  ___________________________________________________________________
 CU0397* NAD 83(1986)-  32 41 36.     (N)    100 51 11.     (W)     SCALED    
 CU0397* NAVD 88     -       717.006  (meters)    2352.38   (feet)  ADJUSTED  
 CU0397  ___________________________________________________________________
 CU0397  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CU0397  DYNAMIC HT  -         716.054 (meters)    2349.25  (feet)  COMP
 CU0397  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 CU0397
 CU0397  VERT ORDER  -  FIRST     CLASS II
 CU0397
 CU0397.The horizontal coordinates were scaled from a topographic map and have
 CU0397.an estimated accuracy of +/- 6 seconds.
 CU0397
 CU0397.The orthometric height was determined by differential leveling
 CU0397.and adjusted by the National Geodetic Survey in June 1991..
 CU0397
 CU0397.The geoid height was determined by GEOID03.
 CU0397
 CU0397.The dynamic height is computed by dividing the NAVD 88
 CU0397.geopotential number by the normal gravity value computed on the
 CU0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0397.degrees latitude (g = 980.6199 gals.).
 CU0397
 CU0397.The modeled gravity was interpolated from observed gravity values.
 CU0397
 CU0397;                    North         East    Units  Estimated Accuracy
 CU0397;SPC TXNC     - 2,116,320.      379,380.      MT  (+/- 180 meters Scaled)
 CU0397
 CU0397                          SUPERSEDED SURVEY CONTROL
 CU0397
 CU0397  NGVD 29 (??/??/92)  716.720  (m)         2351.44   (f) ADJ UNCH    1 2
 CU0397
 CU0397.Superseded values are not recommended for survey control.
 CU0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0397.See file dsdata.txt to determine how the superseded data were derived.
 CU0397
 CU0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB262188(NAD 83)
 CU0397_MARKER: DB = BENCH MARK DISK
 CU0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0397_SP_SET: CULVERT
 CU0397_STAMPING: 2351.439 S 72 1931
 CU0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0397
 CU0397  HISTORY     - Date     Condition        Report By
 CU0397  HISTORY     - 1931     MONUMENTED       CGS
 CU0397  HISTORY     - 1934     GOOD             NGS
 CU0397  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0397
 CU0397                          STATION DESCRIPTION
 CU0397
 CU0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CU0397'4.8 MI S FROM SNYDER.
 CU0397'4.8 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM SNYDER,
 CU0397'SCURRY COUNTY, ABOUT 0.1 MILE NORTH OF CHORN, 0.3 MILE NORTH OF
 CU0397'MILEPOST 762, IN THE NORTH END OF CULVERT 761A, AND ON THE EAST SIDE
 CU0397'OF THE TRACK.
 CU0397
 CU0397                          STATION RECOVERY (1982)
 CU0397
 CU0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0243 ***********************************************************************
 BO0243  DESIGNATION -  S 720
 BO0243  PID         -  BO0243
 BO0243  STATE/COUNTY-  TX/VAL VERDE
 BO0243  USGS QUAD   -  STEEL STAR DRAW (1970)
 BO0243
 BO0243                         *CURRENT SURVEY CONTROL
 BO0243  ___________________________________________________________________
 BO0243* NAD 83(1986)-  30 11 20.     (N)    101 19 33.     (W)     SCALED    
 BO0243* NAVD 88     -       631.083  (meters)    2070.48   (feet)  ADJUSTED  
 BO0243  ___________________________________________________________________
 BO0243  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BO0243  DYNAMIC HT  -         630.146 (meters)    2067.40  (feet)  COMP
 BO0243  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 BO0243
 BO0243  VERT ORDER  -  SECOND    CLASS 0
 BO0243
 BO0243.The horizontal coordinates were scaled from a topographic map and have
 BO0243.an estimated accuracy of +/- 6 seconds.
 BO0243
 BO0243.The orthometric height was determined by differential leveling
 BO0243.and adjusted by the National Geodetic Survey in June 1991..
 BO0243
 BO0243.The geoid height was determined by GEOID03.
 BO0243
 BO0243.The dynamic height is computed by dividing the NAVD 88
 BO0243.geopotential number by the normal gravity value computed on the
 BO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0243.degrees latitude (g = 980.6199 gals.).
 BO0243
 BO0243.The modeled gravity was interpolated from observed gravity values.
 BO0243
 BO0243;                    North         East    Units  Estimated Accuracy
 BO0243;SPC TXSC     - 4,263,290.      376,040.      MT  (+/- 180 meters Scaled)
 BO0243
 BO0243                          SUPERSEDED SURVEY CONTROL
 BO0243
 BO0243  NGVD 29 (??/??/92)  630.938  (m)         2070.00   (f) ADJ UNCH    2 0
 BO0243
 BO0243.Superseded values are not recommended for survey control.
 BO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0243.See file dsdata.txt to determine how the superseded data were derived.
 BO0243
 BO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU760420(NAD 83)
 BO0243_MARKER: DB = BENCH MARK DISK
 BO0243_SETTING: 66 = SET IN ROCK OUTCROP
 BO0243_SP_SET: LEDGE
 BO0243_STAMPING: S 720 1942
 BO0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0243+STABILITY: POSITION/ELEVATION WELL
 BO0243
 BO0243  HISTORY     - Date     Condition        Report By
 BO0243  HISTORY     - 1942     MONUMENTED       CGS
 BO0243  HISTORY     - 1970     GOOD             USGS
 BO0243
 BO0243                          STATION DESCRIPTION
 BO0243
 BO0243'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BO0243'16.7 MI E FROM PANDALE.
 BO0243'ABOUT 16.7 MILES EAST ALONG PUBLIC ROAD LEADING TO JUNO FROM THE
 BO0243'SCHOOLHOUSE AT PANDALE TO A METAL GATE AT A TRACK ROAD LEADING
 BO0243'NORTHEAST, .25 MILE NE ALONG TRACK ROAD TO OLD HIGHWAY, THENCE .65
 BO0243'MILE NE ALONG OLD HIGHWAY TO A DRAIN CROSSING, 209 FEET NORTH ALONG
 BO0243'OLD HIGHWAY AND 21 FEET EAST OF CENTERLINE, IN A LIMESTONE LEDGE, A
 BO0243'STANDARD TABLET STAMPED S 720 1942.  AND ABOUT 1 FT. HIGHER THAN THE
 BO0243'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0266 ***********************************************************************
 BO0266  DESIGNATION -  S 721
 BO0266  PID         -  BO0266
 BO0266  STATE/COUNTY-  TX/VAL VERDE
 BO0266  USGS QUAD   -  JUNO (1970)
 BO0266
 BO0266                         *CURRENT SURVEY CONTROL
 BO0266  ___________________________________________________________________
 BO0266* NAD 83(1986)-  30 08 49.     (N)    101 07 08.     (W)     SCALED    
 BO0266* NAVD 88     -       519.001  (meters)    1702.76   (feet)  ADJUSTED  
 BO0266  ___________________________________________________________________
 BO0266  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BO0266  DYNAMIC HT  -         518.235 (meters)    1700.24  (feet)  COMP
 BO0266  MODELED GRAV-     979,150.6   (mgal)                       NAVD 88
 BO0266
 BO0266  VERT ORDER  -  SECOND    CLASS 0
 BO0266
 BO0266.The horizontal coordinates were scaled from a topographic map and have
 BO0266.an estimated accuracy of +/- 6 seconds.
 BO0266
 BO0266.The orthometric height was determined by differential leveling
 BO0266.and adjusted by the National Geodetic Survey in June 1991..
 BO0266
 BO0266.The geoid height was determined by GEOID03.
 BO0266
 BO0266.The dynamic height is computed by dividing the NAVD 88
 BO0266.geopotential number by the normal gravity value computed on the
 BO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0266.degrees latitude (g = 980.6199 gals.).
 BO0266
 BO0266.The modeled gravity was interpolated from observed gravity values.
 BO0266
 BO0266;                    North         East    Units  Estimated Accuracy
 BO0266;SPC TXSC     - 4,258,270.      395,880.      MT  (+/- 180 meters Scaled)
 BO0266
 BO0266                          SUPERSEDED SURVEY CONTROL
 BO0266
 BO0266  NGVD 29 (??/??/92)  518.877  (m)         1702.35   (f) ADJ UNCH    2 0
 BO0266
 BO0266.Superseded values are not recommended for survey control.
 BO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0266.See file dsdata.txt to determine how the superseded data were derived.
 BO0266
 BO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU959369(NAD 83)
 BO0266_MARKER: DB = BENCH MARK DISK
 BO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0266_STAMPING: S 721 1942
 BO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0266+STABILITY: SURFACE MOTION
 BO0266
 BO0266  HISTORY     - Date     Condition        Report By
 BO0266  HISTORY     - 1942     MONUMENTED       CGS
 BO0266  HISTORY     - 1971     MARK NOT FOUND   NGS
 BO0266
 BO0266                          STATION DESCRIPTION
 BO0266
 BO0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0266'1.0 MI S FROM JUNO.
 BO0266'THIS MARK IS ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 163 FROM THE
 BO0266'POST OFFICE AT JUNO, VAL VERDE COUNTY, SET ON THE OUT SIDE OF A CURVE
 BO0266'ABOUT 0.3 MILE NORTH OF DEVILS RIVER, 32.0 FEET WEST OF THE CENTER
 BO0266'LINE OF THE ROAD, 86.0 FEET NORTHWEST OF A TELEPHONE POLE.  NOTE--
 BO0266'GRADING DONE IN AREA.
 BO0266
 BO0266                          STATION RECOVERY (1971)
 BO0266
 BO0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0087 ***********************************************************************
 BO0087  DESIGNATION -  S 722
 BO0087  PID         -  BO0087
 BO0087  STATE/COUNTY-  TX/VAL VERDE
 BO0087  USGS QUAD   -  WHITE DRAW (1973)
 BO0087
 BO0087                         *CURRENT SURVEY CONTROL
 BO0087  ___________________________________________________________________
 BO0087* NAD 83(1986)-  30 01 20.     (N)    100 59 26.     (W)     SCALED    
 BO0087* NAVD 88     -       524.806  (meters)    1721.80   (feet)  ADJUSTED  
 BO0087  ___________________________________________________________________
 BO0087  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 BO0087  DYNAMIC HT  -         524.040 (meters)    1719.29  (feet)  COMP
 BO0087  MODELED GRAV-     979,166.4   (mgal)                       NAVD 88
 BO0087
 BO0087  VERT ORDER  -  SECOND    CLASS 0
 BO0087
 BO0087.The horizontal coordinates were scaled from a topographic map and have
 BO0087.an estimated accuracy of +/- 6 seconds.
 BO0087
 BO0087.The orthometric height was determined by differential leveling
 BO0087.and adjusted by the National Geodetic Survey in June 1991..
 BO0087
 BO0087.The geoid height was determined by GEOID03.
 BO0087
 BO0087.The dynamic height is computed by dividing the NAVD 88
 BO0087.geopotential number by the normal gravity value computed on the
 BO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0087.degrees latitude (g = 980.6199 gals.).
 BO0087
 BO0087.The modeled gravity was interpolated from observed gravity values.
 BO0087
 BO0087;                    North         East    Units  Estimated Accuracy
 BO0087;SPC TXSC     - 4,244,230.      408,000.      MT  (+/- 180 meters Scaled)
 BO0087
 BO0087                          SUPERSEDED SURVEY CONTROL
 BO0087
 BO0087  NGVD 29 (??/??/92)  524.691  (m)         1721.42   (f) ADJ UNCH    2 0
 BO0087
 BO0087.Superseded values are not recommended for survey control.
 BO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0087.See file dsdata.txt to determine how the superseded data were derived.
 BO0087
 BO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU080229(NAD 83)
 BO0087_MARKER: DB = BENCH MARK DISK
 BO0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0087_STAMPING: S 722 1942
 BO0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0087+STABILITY: SURFACE MOTION
 BO0087
 BO0087  HISTORY     - Date     Condition        Report By
 BO0087  HISTORY     - 1942     MONUMENTED       CGS
 BO0087
 BO0087                          STATION DESCRIPTION
 BO0087
 BO0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0087'22.85 MI NE FROM JUNO.
 BO0087'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0087'ABOUT 14.85 MILES EAST ALONG A RANCH ROAD TO LOMA ALTA FROM THE POST
 BO0087'OFFICE AT JUNO, VAL VERDE COUNTY, SET AT A BUMPER GATE, 14.0 FEET
 BO0087'SOUTHWEST OF THE SOUTHWEST END OF THE GATE, 5.0 FEET NORTHWEST OF A
 BO0087'FENCE, 26.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0316 ***********************************************************************
 BO0316  DESIGNATION -  S 724 RESET 1955
 BO0316  PID         -  BO0316
 BO0316  STATE/COUNTY-  TX/TERRELL
 BO0316  USGS QUAD   -  OASIS RANCH (1980)
 BO0316
 BO0316                         *CURRENT SURVEY CONTROL
 BO0316  ___________________________________________________________________
 BO0316* NAD 83(1986)-  30 27 11.     (N)    101 49 44.     (W)     SCALED    
 BO0316* NAVD 88     -       626.357  (meters)    2054.97   (feet)  ADJUSTED  
 BO0316  ___________________________________________________________________
 BO0316  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 BO0316  DYNAMIC HT  -         625.434 (meters)    2051.94  (feet)  COMP
 BO0316  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 BO0316
 BO0316  VERT ORDER  -  SECOND    CLASS 0
 BO0316
 BO0316.The horizontal coordinates were scaled from a topographic map and have
 BO0316.an estimated accuracy of +/- 6 seconds.
 BO0316
 BO0316.The orthometric height was determined by differential leveling
 BO0316.and adjusted by the National Geodetic Survey in June 1991..
 BO0316
 BO0316.The geoid height was determined by GEOID03.
 BO0316
 BO0316.The dynamic height is computed by dividing the NAVD 88
 BO0316.geopotential number by the normal gravity value computed on the
 BO0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0316.degrees latitude (g = 980.6199 gals.).
 BO0316
 BO0316.The modeled gravity was interpolated from observed gravity values.
 BO0316
 BO0316;                    North         East    Units  Estimated Accuracy
 BO0316;SPC TXSC     - 4,293,640.      328,310.      MT  (+/- 180 meters Scaled)
 BO0316
 BO0316                          SUPERSEDED SURVEY CONTROL
 BO0316
 BO0316  NGVD 29 (??/??/92)  626.144  (m)         2054.27   (f) ADJ UNCH    2 0
 BO0316
 BO0316.Superseded values are not recommended for survey control.
 BO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0316.See file dsdata.txt to determine how the superseded data were derived.
 BO0316
 BO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU283723(NAD 83)
 BO0316_MARKER: DB = BENCH MARK DISK
 BO0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0316_STAMPING: S 724 RESET 1955
 BO0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0316+STABILITY: SURFACE MOTION
 BO0316
 BO0316  HISTORY     - Date     Condition        Report By
 BO0316  HISTORY     - 1955     MONUMENTED       CGS
 BO0316  HISTORY     - 1958     GOOD             NGS
 BO0316
 BO0316                          STATION DESCRIPTION
 BO0316
 BO0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0316'23.05 MI S FROM SHEFFIELD.
 BO0316'ABOUT 23.05 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0316'AT SHEFFIELD, AT A CROSSING OF THE OLD HIGHWAY GRADE, 101 FEET
 BO0316'EAST-SOUTHEAST OF THE CENTER LINE OF THE NEW HIGHWAY, 95 FEET
 BO0316'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 0.5 MILE
 BO0316'SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE HIGHWAY BRIDGE, 55 1/2
 BO0316'FEET SOUTH-SOUTHEAST OF A POWER  POLE WITH THE LINE CROSSING OVER THE
 BO0316'HIGHWAY, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, 1 FOOT NORTH OF
 BO0316'THE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH IS
 BO0316'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0060 ***********************************************************************
 CD0060  DESIGNATION -  S 727
 CD0060  PID         -  CD0060
 CD0060  STATE/COUNTY-  TX/CULBERSON
 CD0060  USGS QUAD   -  TWO MILL DRAW EAST (1973)
 CD0060
 CD0060                         *CURRENT SURVEY CONTROL
 CD0060  ___________________________________________________________________
 CD0060* NAD 83(1986)-  31 33 16.     (N)    104 12 37.     (W)     SCALED    
 CD0060* NAVD 88     -      1109.574  (meters)    3640.33   (feet)  ADJUSTED  
 CD0060  ___________________________________________________________________
 CD0060  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CD0060  DYNAMIC HT  -        1107.898 (meters)    3634.83  (feet)  COMP
 CD0060  MODELED GRAV-     979,091.6   (mgal)                       NAVD 88
 CD0060
 CD0060  VERT ORDER  -  SECOND    CLASS 0
 CD0060
 CD0060.The horizontal coordinates were scaled from a topographic map and have
 CD0060.an estimated accuracy of +/- 6 seconds.
 CD0060
 CD0060.The orthometric height was determined by differential leveling
 CD0060.and adjusted by the National Geodetic Survey in June 1991..
 CD0060
 CD0060.The geoid height was determined by GEOID03.
 CD0060
 CD0060.The dynamic height is computed by dividing the NAVD 88
 CD0060.geopotential number by the normal gravity value computed on the
 CD0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0060.degrees latitude (g = 980.6199 gals.).
 CD0060
 CD0060.The modeled gravity was interpolated from observed gravity values.
 CD0060
 CD0060;                    North         East    Units  Estimated Accuracy
 CD0060;SPC TX C     - 3,215,690.      332,000.      MT  (+/- 180 meters Scaled)
 CD0060
 CD0060                          SUPERSEDED SURVEY CONTROL
 CD0060
 CD0060  NGVD 29 (??/??/92) 1109.126  (m)         3638.86   (f) ADJ UNCH    2 0
 CD0060
 CD0060.Superseded values are not recommended for survey control.
 CD0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0060.See file dsdata.txt to determine how the superseded data were derived.
 CD0060
 CD0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ749913(NAD 83)
 CD0060_MARKER: DB = BENCH MARK DISK
 CD0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0060_STAMPING: S 727 1942
 CD0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0060+STABILITY: SURFACE MOTION
 CD0060
 CD0060  HISTORY     - Date     Condition        Report By
 CD0060  HISTORY     - 1942     MONUMENTED       CGS
 CD0060  HISTORY     - 1958     GOOD             NGS
 CD0060
 CD0060                          STATION DESCRIPTION
 CD0060
 CD0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0060'34.25 MI NW FROM TOYAH.
 CD0060'ABOUT 8.95 MILE NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0060'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 25.3 MILES
 CD0060'NORTHWEST ALONG A GRADED ROAD.  29 FEET SOUTHWEST OF THE CENTER LINE
 CD0060'OF THE ROAD, ABOUT 0.3 MILE SOUTHEAST OF A STEEL WINDMILL, 1 1/2 FEET
 CD0060'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 CD0060'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0123 ***********************************************************************
 CD0123  DESIGNATION -  S 728
 CD0123  PID         -  CD0123
 CD0123  STATE/COUNTY-  TX/CULBERSON
 CD0123  USGS QUAD   -  BORACHO (1970)
 CD0123
 CD0123                         *CURRENT SURVEY CONTROL
 CD0123  ___________________________________________________________________
 CD0123* NAD 83(1986)-  31 04 40.     (N)    104 26 54.     (W)     SCALED    
 CD0123* NAVD 88     -      1302.834  (meters)    4274.38   (feet)  ADJUSTED  
 CD0123  ___________________________________________________________________
 CD0123  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 CD0123  DYNAMIC HT  -        1300.802 (meters)    4267.71  (feet)  COMP
 CD0123  MODELED GRAV-     979,035.3   (mgal)                       NAVD 88
 CD0123
 CD0123  VERT ORDER  -  FIRST     CLASS II
 CD0123
 CD0123.The horizontal coordinates were scaled from a topographic map and have
 CD0123.an estimated accuracy of +/- 6 seconds.
 CD0123
 CD0123.The orthometric height was determined by differential leveling
 CD0123.and adjusted by the National Geodetic Survey in June 1991..
 CD0123
 CD0123.The geoid height was determined by GEOID03.
 CD0123
 CD0123.The dynamic height is computed by dividing the NAVD 88
 CD0123.geopotential number by the normal gravity value computed on the
 CD0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0123.degrees latitude (g = 980.6199 gals.).
 CD0123
 CD0123.The modeled gravity was interpolated from observed gravity values.
 CD0123
 CD0123;                    North         East    Units  Estimated Accuracy
 CD0123;SPC TX C     - 3,163,690.      307,460.      MT  (+/- 180 meters Scaled)
 CD0123
 CD0123                          SUPERSEDED SURVEY CONTROL
 CD0123
 CD0123  NGVD 29 (??/??/92) 1302.324  (m)         4272.71   (f) ADJ UNCH    1 2
 CD0123
 CD0123.Superseded values are not recommended for survey control.
 CD0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0123.See file dsdata.txt to determine how the superseded data were derived.
 CD0123
 CD0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ526383(NAD 83)
 CD0123_MARKER: DB = BENCH MARK DISK
 CD0123_SETTING: 66 = SET IN ROCK OUTCROP
 CD0123_SP_SET: LIMESTONE LEDGE
 CD0123_STAMPING: S 728 1942
 CD0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0123+STABILITY: POSITION/ELEVATION WELL
 CD0123
 CD0123  HISTORY     - Date     Condition        Report By
 CD0123  HISTORY     - 1942     MONUMENTED       CGS
 CD0123  HISTORY     - 1956     GOOD             NGS
 CD0123
 CD0123                          STATION DESCRIPTION
 CD0123
 CD0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0123'3.6 MI W FROM BORACHO.
 CD0123'3.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0123'FOREMANS HOUSE AT BORACHO, 39.5 FEET WEST OF THE 15TH POLE WEST OF
 CD0123'MILEPOST 712, 3 1/2 RAILS WEST OF SEMAPHORE 712.4, 33.8 FEET SOUTH OF
 CD0123'THE SOUTH RAIL, 14.3 FEET NORTH OF A FENCE, 14.3 FEET NORTH OF A
 CD0123'WITNESS POST, 4 FEET ABOVE THE TOP OF THE RAILS, FLUSH WITH THE
 CD0123'GROUND, SET IN THE TOP OF A LARGE LIMESTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0046 ***********************************************************************
 BQ0046  DESIGNATION -  S 729
 BQ0046  PID         -  BQ0046
 BQ0046  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0046  USGS QUAD   -  BOGGY DRAW (1978)
 BQ0046
 BQ0046                         *CURRENT SURVEY CONTROL
 BQ0046  ___________________________________________________________________
 BQ0046* NAD 83(1986)-  30 49 47.     (N)    104 29 03.     (W)     SCALED    
 BQ0046* NAVD 88     -      1325.329  (meters)    4348.18   (feet)  ADJUSTED  
 BQ0046  ___________________________________________________________________
 BQ0046  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 BQ0046  DYNAMIC HT  -        1323.201 (meters)    4341.20  (feet)  COMP
 BQ0046  MODELED GRAV-     978,988.8   (mgal)                       NAVD 88
 BQ0046
 BQ0046  VERT ORDER  -  SECOND    CLASS 0
 BQ0046
 BQ0046.The horizontal coordinates were scaled from a topographic map and have
 BQ0046.an estimated accuracy of +/- 6 seconds.
 BQ0046
 BQ0046.The orthometric height was determined by differential leveling
 BQ0046.and adjusted by the National Geodetic Survey in June 1991..
 BQ0046
 BQ0046.The geoid height was determined by GEOID03.
 BQ0046
 BQ0046.The dynamic height is computed by dividing the NAVD 88
 BQ0046.geopotential number by the normal gravity value computed on the
 BQ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0046.degrees latitude (g = 980.6199 gals.).
 BQ0046
 BQ0046.The modeled gravity was interpolated from observed gravity values.
 BQ0046
 BQ0046;                    North         East    Units  Estimated Accuracy
 BQ0046;SPC TX C     - 3,136,340.      303,010.      MT  (+/- 180 meters Scaled)
 BQ0046
 BQ0046                          SUPERSEDED SURVEY CONTROL
 BQ0046
 BQ0046  NGVD 29 (??/??/92) 1324.775  (m)         4346.37   (f) ADJ UNCH    2 0
 BQ0046
 BQ0046.Superseded values are not recommended for survey control.
 BQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0046.See file dsdata.txt to determine how the superseded data were derived.
 BQ0046
 BQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ493108(NAD 83)
 BQ0046_MARKER: DB = BENCH MARK DISK
 BQ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0046_STAMPING: S 729 1942
 BQ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0046+STABILITY: SURFACE MOTION
 BQ0046
 BQ0046  HISTORY     - Date     Condition        Report By
 BQ0046  HISTORY     - 1942     MONUMENTED       CGS
 BQ0046  HISTORY     - 1958     GOOD             NGS
 BQ0046
 BQ0046                          STATION DESCRIPTION
 BQ0046
 BQ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0046'18.75 MI N FROM VALENTINE.
 BQ0046'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0046'THE STATION AT VALENTINE, THENCE 18.55 MILES NORTH ALONG A DIRT ROAD.
 BQ0046'48 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AT THE NORTHWEST END
 BQ0046'OF AN S CURVE, 100 FEET NORTHWEST OF A DIKE ACROSS THE ROAD, 1 1/2
 BQ0046'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BQ0046'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0482 ***********************************************************************
 CT0482  DESIGNATION -  S 73
 CT0482  PID         -  CT0482
 CT0482  STATE/COUNTY-  TX/TAYLOR
 CT0482  USGS QUAD   -  LAWN (1967)
 CT0482
 CT0482                         *CURRENT SURVEY CONTROL
 CT0482  ___________________________________________________________________
 CT0482* NAD 83(1986)-  32 08 49.     (N)    099 44 56.     (W)     SCALED    
 CT0482* NAVD 88     -       584.294  (meters)    1916.97   (feet)  ADJUSTED  
 CT0482  ___________________________________________________________________
 CT0482  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CT0482  DYNAMIC HT  -         583.531 (meters)    1914.47  (feet)  COMP
 CT0482  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 CT0482
 CT0482  VERT ORDER  -  FIRST     CLASS II
 CT0482
 CT0482.The horizontal coordinates were scaled from a topographic map and have
 CT0482.an estimated accuracy of +/- 6 seconds.
 CT0482
 CT0482.The orthometric height was determined by differential leveling
 CT0482.and adjusted by the National Geodetic Survey in June 1991..
 CT0482
 CT0482.The geoid height was determined by GEOID03.
 CT0482
 CT0482.The dynamic height is computed by dividing the NAVD 88
 CT0482.geopotential number by the normal gravity value computed on the
 CT0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0482.degrees latitude (g = 980.6199 gals.).
 CT0482
 CT0482.The modeled gravity was interpolated from observed gravity values.
 CT0482
 CT0482;                    North         East    Units  Estimated Accuracy
 CT0482;SPC TXNC     - 2,053,960.      482,180.      MT  (+/- 180 meters Scaled)
 CT0482
 CT0482                          SUPERSEDED SURVEY CONTROL
 CT0482
 CT0482  NGVD 29 (??/??/92)  584.162  (m)         1916.54   (f) ADJ UNCH    1 2
 CT0482
 CT0482.Superseded values are not recommended for survey control.
 CT0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0482.See file dsdata.txt to determine how the superseded data were derived.
 CT0482
 CT0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA293569(NAD 83)
 CT0482_MARKER: DB = BENCH MARK DISK
 CT0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0482_STAMPING: S 73 1931
 CT0482_MARK LOGO: CGS   
 CT0482_PROJECTION: FLUSH
 CT0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0482+STABILITY: SURFACE MOTION
 CT0482
 CT0482  HISTORY     - Date     Condition        Report By
 CT0482  HISTORY     - 1931     MONUMENTED       CGS
 CT0482  HISTORY     - 1961     GOOD             NGS
 CT0482  HISTORY     - 1982     GOOD             NGS
 CT0482  HISTORY     - 19940618 GOOD             USPSQD
 CT0482
 CT0482                          STATION DESCRIPTION
 CT0482
 CT0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0482'0.8 MI NW FROM LAWN.
 CT0482'0.8 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 CT0482'THE RAILROAD STATION AT LAWN, 93 FEET SOUTHWEST OF THE CENTER LINE OF
 CT0482'U.S. HIGHWAY 84, 69 FEET NORTHEAST OF THE EAST RAIL, 10 1/2 POLES
 CT0482'NORTHWEST OF MILEPOST 410, 2 FEET NORTHWEST OF A METAL WITNESS POST
 CT0482'WITH SIGN, 1 FOOT BELOW THE LEVEL OF THE TRACKS, SET IN TOP OF A
 CT0482'SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 CT0482
 CT0482                          STATION RECOVERY (1982)
 CT0482
 CT0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0482'1.5 KM (0.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0482'WITH FARM ROAD 604 IN LAWN, 29.2 METERS (95.8 FT) WEST-SOUTHWEST OF
 CT0482'THE CENTERLINE OF THE HIGHWAY, 21.4 METERS (70.2 FT) EAST-NORTHEAST OF
 CT0482'THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 20.1
 CT0482'METERS (65.9 FT) NORTH-NORTHEAST OF A UTILITY POLE WITH A GUY WIRE.
 CT0482'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 CT0482'THE MARK IS 0.6 M BELOW THE TRACKS.
 CT0482
 CT0482                          STATION RECOVERY (1994)
 CT0482
 CT0482'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0287 ***********************************************************************
 BQ0287  DESIGNATION -  S 730
 BQ0287  PID         -  BQ0287
 BQ0287  STATE/COUNTY-  TX/PRESIDIO
 BQ0287  USGS QUAD   -  VALENTINE WEST (1978)
 BQ0287
 BQ0287                         *CURRENT SURVEY CONTROL
 BQ0287  ___________________________________________________________________
 BQ0287* NAD 83(1986)-  30 30 56.     (N)    104 30 24.     (W)     SCALED    
 BQ0287* NAVD 88     -      1333.318  (meters)    4374.39   (feet)  POSTED    
 BQ0287  ___________________________________________________________________
 BQ0287  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BQ0287  DYNAMIC HT  -        1331.110 (meters)    4367.15  (feet)  COMP
 BQ0287  MODELED GRAV-     978,937.6   (mgal)                       NAVD 88
 BQ0287
 BQ0287  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0287
 BQ0287.The horizontal coordinates were scaled from a topographic map and have
 BQ0287.an estimated accuracy of +/- 6 seconds.
 BQ0287
 BQ0287.The orthometric height was determined by differential leveling
 BQ0287.and adjusted by the National Geodetic Survey in 1992..
 BQ0287.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0287.rate of 1.1 thru 2.0 mm/km.
 BQ0287
 BQ0287.The geoid height was determined by GEOID03.
 BQ0287
 BQ0287.The dynamic height is computed by dividing the NAVD 88
 BQ0287.geopotential number by the normal gravity value computed on the
 BQ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0287.degrees latitude (g = 980.6199 gals.).
 BQ0287
 BQ0287.The modeled gravity was interpolated from observed gravity values.
 BQ0287
 BQ0287;                    North         East    Units  Estimated Accuracy
 BQ0287;SPC TXSC     - 4,309,720.       71,610.      MT  (+/- 180 meters Scaled)
 BQ0287
 BQ0287                          SUPERSEDED SURVEY CONTROL
 BQ0287
 BQ0287  NGVD 29 (??/??/92) 1332.746  (m)         4372.52   (f) ADJ UNCH    2 0
 BQ0287
 BQ0287.Superseded values are not recommended for survey control.
 BQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0287.See file dsdata.txt to determine how the superseded data were derived.
 BQ0287
 BQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP473760(NAD 83)
 BQ0287_MARKER: DB = BENCH MARK DISK
 BQ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0287_STAMPING: S 730 1943
 BQ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0287+STABILITY: SURFACE MOTION
 BQ0287
 BQ0287  HISTORY     - Date     Condition        Report By
 BQ0287  HISTORY     - 1943     MONUMENTED       CGS
 BQ0287  HISTORY     - 1966     GOOD             NGS
 BQ0287
 BQ0287                          STATION DESCRIPTION
 BQ0287
 BQ0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0287'5.9 MI S FROM VALENTINE.
 BQ0287'THIS MARK IS ABOUT 5.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE
 BQ0287'RANCH FROM THE POST OFFICE AT VALENTINE, 0.15 MILES SOUTH OF A ROAD
 BQ0287'RUNNING WEST TO A OIL WELL, 10 FEET WEST OF THE CENTERLINE OF THE
 BQ0287'ROAD, AND PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0488 ***********************************************************************
 BQ0488  DESIGNATION -  S 730 RESET
 BQ0488  PID         -  BQ0488
 BQ0488  STATE/COUNTY-  TX/PRESIDIO
 BQ0488  USGS QUAD   -  VALENTINE WEST (1978)
 BQ0488
 BQ0488                         *CURRENT SURVEY CONTROL
 BQ0488  ___________________________________________________________________
 BQ0488* NAD 83(1986)-  30 30 56.     (N)    104 30 24.     (W)     SCALED    
 BQ0488* NAVD 88     -      1333.81   (+/-2cm)    4376.0    (feet)  VERTCON   
 BQ0488  ___________________________________________________________________
 BQ0488  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BQ0488
 BQ0488  VERT ORDER  -  THIRD (See Below)
 BQ0488
 BQ0488.The horizontal coordinates were scaled from a topographic map and have
 BQ0488.an estimated accuracy of +/- 6 seconds.
 BQ0488
 BQ0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0488.The vertical order pertains to the NGVD 29 superseded value.
 BQ0488
 BQ0488.The geoid height was determined by GEOID03.
 BQ0488
 BQ0488;                    North         East    Units  Estimated Accuracy
 BQ0488;SPC TXSC     - 4,309,720.       71,610.      MT  (+/- 180 meters Scaled)
 BQ0488
 BQ0488                          SUPERSEDED SURVEY CONTROL
 BQ0488
 BQ0488  NGVD 29 (01/29/03) 1333.23   (m)         4374.1    (f) RESET       3  
 BQ0488
 BQ0488.Superseded values are not recommended for survey control.
 BQ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0488.See file dsdata.txt to determine how the superseded data were derived.
 BQ0488
 BQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP473760(NAD 83)
 BQ0488_MARKER: DB = BENCH MARK DISK
 BQ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0488_SP_SET: CONCRETE POST
 BQ0488_STAMPING: S 730 RESET 1979
 BQ0488_MARK LOGO: NGS   
 BQ0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0488
 BQ0488  HISTORY     - Date     Condition        Report By
 BQ0488  HISTORY     - 1979     MONUMENTED       NGS
 BQ0488
 BQ0488                          STATION DESCRIPTION
 BQ0488
 BQ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BQ0488'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 90,FROM POST OFFICE IN VALENTINE
 BQ0488'TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND GO SOUTH ON A DIRT ROAD
 BQ0488'THAT LEADS TO THE BRITE RANCH FOR 4.55 MILES TO A SIDE ROAD ON THE
 BQ0488'RIGHT, TURNRIGHT AND GO WEST ON A DIRT ROAD FOR 1.0 MILE TO THE MARK
 BQ0488'ON THE LEFT. 50.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF SECTION
 BQ0488'234. AND FLUSH WITH GROUND. THIS AREA IS NOW THE SOUTHWEST FARMS
 BQ0488'CO-OP AND IS BEING DEVELOP INTO CULTIVATION, ALL ROADS ARE IN THE
 BQ0488'FUTURE PLANNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0192 ***********************************************************************
 BQ0192  DESIGNATION -  S 731
 BQ0192  PID         -  BQ0192
 BQ0192  STATE/COUNTY-  TX/PRESIDIO
 BQ0192  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0192
 BQ0192                         *CURRENT SURVEY CONTROL
 BQ0192  ___________________________________________________________________
 BQ0192* NAD 83(1986)-  30 13 07.     (N)    104 34 55.     (W)     SCALED    
 BQ0192* NAVD 88     -      1114.620  (meters)    3656.88   (feet)  POSTED    
 BQ0192  ___________________________________________________________________
 BQ0192  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 BQ0192  DYNAMIC HT  -        1112.810 (meters)    3650.94  (feet)  COMP
 BQ0192  MODELED GRAV-     978,983.9   (mgal)                       NAVD 88
 BQ0192
 BQ0192  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0192
 BQ0192.The horizontal coordinates were scaled from a topographic map and have
 BQ0192.an estimated accuracy of +/- 6 seconds.
 BQ0192
 BQ0192.The orthometric height was determined by differential leveling
 BQ0192.and adjusted by the National Geodetic Survey in 1992..
 BQ0192.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0192.rate of 1.1 thru 2.0 mm/km.
 BQ0192
 BQ0192.The geoid height was determined by GEOID03.
 BQ0192
 BQ0192.The dynamic height is computed by dividing the NAVD 88
 BQ0192.geopotential number by the normal gravity value computed on the
 BQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0192.degrees latitude (g = 980.6199 gals.).
 BQ0192
 BQ0192.The modeled gravity was interpolated from observed gravity values.
 BQ0192
 BQ0192;                    North         East    Units  Estimated Accuracy
 BQ0192;SPC TXSC     - 4,277,180.       62,820.      MT  (+/- 180 meters Scaled)
 BQ0192
 BQ0192                          SUPERSEDED SURVEY CONTROL
 BQ0192
 BQ0192  NGVD 29 (??/??/92) 1114.113  (m)         3655.22   (f) ADJ UNCH    2 0
 BQ0192
 BQ0192.Superseded values are not recommended for survey control.
 BQ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0192.See file dsdata.txt to determine how the superseded data were derived.
 BQ0192
 BQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP402430(NAD 83)
 BQ0192_MARKER: DB = BENCH MARK DISK
 BQ0192_SETTING: 80 = SET IN A BOULDER
 BQ0192_SP_SET: BOULDER
 BQ0192_STAMPING: S 731 1943
 BQ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0192+STABILITY: SURFACE MOTION
 BQ0192
 BQ0192  HISTORY     - Date     Condition        Report By
 BQ0192  HISTORY     - 1943     MONUMENTED       CGS
 BQ0192
 BQ0192                          STATION DESCRIPTION
 BQ0192
 BQ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0192'11.8 MI NW FROM CANDELARIA.
 BQ0192'THIS MARK IS 11.8 MILES NORTHWEST ALONG THE ROAD TO VALENTINE FROM THE
 BQ0192'SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 1.0 MILE SOUTH OF THE TOP
 BQ0192'OF THE RIM, SET IN THE TOP OF A PROMINENT BOULDER WITH U.S.B.M.
 BQ0192'PAINTED IN 12-INCH LETTERS ON THE EAST SIDE, 6.0 FEET HIGHER THAN THE
 BQ0192'ROAD, 33.0 FEET WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0188 ***********************************************************************
 BB0188  DESIGNATION -  S 732
 BB0188  PID         -  BB0188
 BB0188  STATE/COUNTY-  TX/PRESIDIO
 BB0188  USGS QUAD   -  LAS CONCHAS (1980)
 BB0188
 BB0188                         *CURRENT SURVEY CONTROL
 BB0188  ___________________________________________________________________
 BB0188* NAD 83(1986)-  29 58 31.     (N)    104 40 31.     (W)     SCALED    
 BB0188* NAVD 88     -       840.494  (meters)    2757.52   (feet)  POSTED    
 BB0188  ___________________________________________________________________
 BB0188  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 BB0188  DYNAMIC HT  -         839.140 (meters)    2753.08  (feet)  COMP
 BB0188  MODELED GRAV-     978,999.3   (mgal)                       NAVD 88
 BB0188
 BB0188  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0188
 BB0188.The horizontal coordinates were scaled from a topographic map and have
 BB0188.an estimated accuracy of +/- 6 seconds.
 BB0188
 BB0188.The orthometric height was determined by differential leveling
 BB0188.and adjusted by the National Geodetic Survey in 1992..
 BB0188.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0188.rate of 1.1 thru 2.0 mm/km.
 BB0188
 BB0188.The geoid height was determined by GEOID03.
 BB0188
 BB0188.The dynamic height is computed by dividing the NAVD 88
 BB0188.geopotential number by the normal gravity value computed on the
 BB0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0188.degrees latitude (g = 980.6199 gals.).
 BB0188
 BB0188.The modeled gravity was interpolated from observed gravity values.
 BB0188
 BB0188;                    North         East    Units  Estimated Accuracy
 BB0188;SPC TXSC     - 4,250,680.       52,530.      MT  (+/- 180 meters Scaled)
 BB0188
 BB0188                          SUPERSEDED SURVEY CONTROL
 BB0188
 BB0188  NGVD 29 (??/??/92)  840.032  (m)         2756.01   (f) ADJ UNCH    2 0
 BB0188
 BB0188.Superseded values are not recommended for survey control.
 BB0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0188.See file dsdata.txt to determine how the superseded data were derived.
 BB0188
 BB0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP313160(NAD 83)
 BB0188_MARKER: DB = BENCH MARK DISK
 BB0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0188_STAMPING: S 732 1943
 BB0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0188+STABILITY: SURFACE MOTION
 BB0188
 BB0188  HISTORY     - Date     Condition        Report By
 BB0188  HISTORY     - 1943     MONUMENTED       CGS
 BB0188  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0188
 BB0188                          STATION DESCRIPTION
 BB0188
 BB0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0188'0.5 MI SE FROM RUIDOSA.
 BB0188'THIS MARK IS 0.5 MILE SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0188'POST OFFICE AT RUIDOSA, 123.0 FEET NORTH OF THE NORTH END OF A BRIDGE,
 BB0188'28.0 FEET EAST OF THE CENTERLINE OF THE ROAD, PROJECTING 6-INCHES
 BB0188'ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
 BB0188
 BB0188                          STATION RECOVERY (1966)
 BB0188
 BB0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0025 ***********************************************************************
 CD0025  DESIGNATION -  S 733
 CD0025  PID         -  CD0025
 CD0025  STATE/COUNTY-  TX/CULBERSON
 CD0025  USGS QUAD   -  SCREW BEAN DRAW WEST (1973)
 CD0025
 CD0025                         *CURRENT SURVEY CONTROL
 CD0025  ___________________________________________________________________
 CD0025* NAD 83(1986)-  31 49 36.     (N)    104 10 15.     (W)     SCALED    
 CD0025* NAVD 88     -      1018.666  (meters)    3342.07   (feet)  ADJUSTED  
 CD0025  ___________________________________________________________________
 CD0025  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 CD0025  DYNAMIC HT  -        1017.137 (meters)    3337.06  (feet)  COMP
 CD0025  MODELED GRAV-     979,105.1   (mgal)                       NAVD 88
 CD0025
 CD0025  VERT ORDER  -  SECOND    CLASS 0
 CD0025
 CD0025.The horizontal coordinates were scaled from a topographic map and have
 CD0025.an estimated accuracy of +/- 6 seconds.
 CD0025
 CD0025.The orthometric height was determined by differential leveling
 CD0025.and adjusted by the National Geodetic Survey in June 1991..
 CD0025
 CD0025.The geoid height was determined by GEOID03.
 CD0025
 CD0025.The dynamic height is computed by dividing the NAVD 88
 CD0025.geopotential number by the normal gravity value computed on the
 CD0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0025.degrees latitude (g = 980.6199 gals.).
 CD0025
 CD0025.The modeled gravity was interpolated from observed gravity values.
 CD0025
 CD0025;                    North         East    Units  Estimated Accuracy
 CD0025;SPC TX C     - 3,245,720.      336,780.      MT  (+/- 180 meters Scaled)
 CD0025
 CD0025                          SUPERSEDED SURVEY CONTROL
 CD0025
 CD0025  NGVD 29 (??/??/92) 1018.171  (m)         3340.45   (f) ADJ UNCH    2 0
 CD0025
 CD0025.Superseded values are not recommended for survey control.
 CD0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0025.See file dsdata.txt to determine how the superseded data were derived.
 CD0025
 CD0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER784215(NAD 83)
 CD0025_MARKER: DB = BENCH MARK DISK
 CD0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0025_STAMPING: S 733 1943
 CD0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0025+STABILITY: SURFACE MOTION
 CD0025
 CD0025  HISTORY     - Date     Condition        Report By
 CD0025  HISTORY     - 1943     MONUMENTED       CGS
 CD0025  HISTORY     - 1973     GOOD             USGS
 CD0025
 CD0025                          STATION DESCRIPTION
 CD0025
 CD0025'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0025'22.0 MI W FROM ORLA.
 CD0025'TO REACH FROM ORLA, TEXAS, GO WEST ON RANCH RD. 652 FOR 17 MILES TO
 CD0025'THE JCT. OF RANCH RD. 2185.  THENCE SOUTH 1.2 MI ON 2185 TO AN E-W
 CD0025'PIPELINE AND ROAD.  THENCE EAST 3.3 MILES ALONG GRADED RD.  0.5 MI
 CD0025'EAST OF A CATTLE GUARD, SET ON THE SUMMIT OF A RISE, 21.3 FEET EAST OF
 CD0025'POWER POLE NO. 136-24, 24.1 FEET NORTH OF THE CENTERLINE OF THE RD,
 CD0025'2.0 FEET WEST OF A WITNESS POST.  A STANDARD TABLET STAMPED S 733 1943
 CD0025'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 CD0025'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0341 ***********************************************************************
 BA0341  DESIGNATION -  S 734
 BA0341  PID         -  BA0341
 BA0341  STATE/COUNTY-  TX/BREWSTER
 BA0341  USGS QUAD   -  STRADDLEBUG MOUNTAIN (1983)
 BA0341
 BA0341                         *CURRENT SURVEY CONTROL
 BA0341  ___________________________________________________________________
 BA0341* NAD 83(1986)-  29 51 34.     (N)    103 43 29.     (W)     SCALED    
 BA0341* NAVD 88     -      1161.993  (meters)    3812.31   (feet)  POSTED    
 BA0341  ___________________________________________________________________
 BA0341  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0341  DYNAMIC HT  -        1160.080 (meters)    3806.03  (feet)  COMP
 BA0341  MODELED GRAV-     978,958.3   (mgal)                       NAVD 88
 BA0341
 BA0341  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0341
 BA0341.The horizontal coordinates were scaled from a topographic map and have
 BA0341.an estimated accuracy of +/- 6 seconds.
 BA0341
 BA0341.The orthometric height was determined by differential leveling
 BA0341.and adjusted by the National Geodetic Survey in 1992..
 BA0341.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0341.rate of 2.1 thru 3.0 mm/km.
 BA0341
 BA0341.The geoid height was determined by GEOID03.
 BA0341
 BA0341.The dynamic height is computed by dividing the NAVD 88
 BA0341.geopotential number by the normal gravity value computed on the
 BA0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0341.degrees latitude (g = 980.6199 gals.).
 BA0341
 BA0341.The modeled gravity was interpolated from observed gravity values.
 BA0341
 BA0341;                    North         East    Units  Estimated Accuracy
 BA0341;SPC TXSC     - 4,233,770.      143,660.      MT  (+/- 180 meters Scaled)
 BA0341
 BA0341                          SUPERSEDED SURVEY CONTROL
 BA0341
 BA0341  NGVD 29 (??/??/92) 1161.550  (m)         3810.85   (f) ADJ UNCH    2 0
 BA0341
 BA0341.Superseded values are not recommended for survey control.
 BA0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0341.See file dsdata.txt to determine how the superseded data were derived.
 BA0341
 BA0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP231038(NAD 83)
 BA0341_MARKER: DB = BENCH MARK DISK
 BA0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0341_STAMPING: S 734 1943
 BA0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0341+STABILITY: SURFACE MOTION
 BA0341
 BA0341  HISTORY     - Date     Condition        Report By
 BA0341  HISTORY     - 1943     MONUMENTED       CGS
 BA0341  HISTORY     - 1958     GOOD             NGS
 BA0341  HISTORY     - 1966     MARK NOT FOUND   NGS
 BA0341
 BA0341                          STATION DESCRIPTION
 BA0341
 BA0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0341'1.3 MI NE FROM O 2 RANCH.
 BA0341'ABOUT 1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0341'HEADQUARTERS, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 72
 BA0341'FEET NORTHEAST OF THE TOP OF A GRAVELED MOUND, 1 FOOT EAST OF A WHITE
 BA0341'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BA0341'INCHES.
 BA0341
 BA0341                          STATION RECOVERY (1966)
 BA0341
 BA0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BA0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0258 ***********************************************************************
 FM0258  DESIGNATION -  S 735
 FM0258  PID         -  FM0258
 FM0258  STATE/COUNTY-  TX/OLDHAM
 FM0258  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0258
 FM0258                         *CURRENT SURVEY CONTROL
 FM0258  ___________________________________________________________________
 FM0258* NAD 83(1986)-  35 20 30.     (N)    102 20 21.     (W)     SCALED    
 FM0258* NAVD 88     -      1110.632  (meters)    3643.80   (feet)  ADJUSTED  
 FM0258  ___________________________________________________________________
 FM0258  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 FM0258  DYNAMIC HT  -        1109.316 (meters)    3639.48  (feet)  COMP
 FM0258  MODELED GRAV-     979,410.7   (mgal)                       NAVD 88
 FM0258
 FM0258  VERT ORDER  -  SECOND    CLASS 0
 FM0258
 FM0258.The horizontal coordinates were scaled from a topographic map and have
 FM0258.an estimated accuracy of +/- 6 seconds.
 FM0258
 FM0258.The orthometric height was determined by differential leveling
 FM0258.and adjusted by the National Geodetic Survey in June 1991..
 FM0258
 FM0258.The geoid height was determined by GEOID03.
 FM0258
 FM0258.The dynamic height is computed by dividing the NAVD 88
 FM0258.geopotential number by the normal gravity value computed on the
 FM0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0258.degrees latitude (g = 980.6199 gals.).
 FM0258
 FM0258.The modeled gravity was interpolated from observed gravity values.
 FM0258
 FM0258;                    North         East    Units  Estimated Accuracy
 FM0258;SPC TX N     - 1,149,160.      123,720.      MT  (+/- 180 meters Scaled)
 FM0258
 FM0258                          SUPERSEDED SURVEY CONTROL
 FM0258
 FM0258  NGVD 29 (??/??/92) 1110.138  (m)         3642.18   (f) ADJ UNCH    2 0
 FM0258
 FM0258.Superseded values are not recommended for survey control.
 FM0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0258.See file dsdata.txt to determine how the superseded data were derived.
 FM0258
 FM0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV418141(NAD 83)
 FM0258_MARKER: DB = BENCH MARK DISK
 FM0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0258_STAMPING: S 735 1943
 FM0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0258+STABILITY: SURFACE MOTION
 FM0258
 FM0258  HISTORY     - Date     Condition        Report By
 FM0258  HISTORY     - 1943     MONUMENTED       CGS
 FM0258
 FM0258                          STATION DESCRIPTION
 FM0258
 FM0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0258'10.8 MI NE FROM VEGA.
 FM0258'ABOUT 10.8 MILES NORTHEAST OF VEGA, OLDHAM COUNTY.  REACHED BY GOING
 FM0258'0.4 MILE NORTH, 3.6 MILES EAST AND 2.0 MILES NORTH ALONG GRADED ROADS
 FM0258'FROM THE COURT HOUSE, THENCE 4.8 MILES NORTHEAST ALONG THE OLD
 FM0258'VEGA-TASCOSA ROAD, 1.6 MILE NORTH OF A RANCH SHACK AND CORRAL.  THE
 FM0258'BENCH MARK IS AT THE JUNCTION WITH A TRACK ROAD LEADING EAST TO A
 FM0258'WINDMILL, 23 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 1 1/2
 FM0258'FEET SOUTHEAST OF A WHITE REFERENCE POST AND IS A BENCH MARK DISK SET
 FM0258'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0375 ***********************************************************************
 BA0375  DESIGNATION -  S 736
 BA0375  PID         -  BA0375
 BA0375  STATE/COUNTY-  TX/PRESIDIO
 BA0375  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0375
 BA0375                         *CURRENT SURVEY CONTROL
 BA0375  ___________________________________________________________________
 BA0375* NAD 83(1986)-  29 42 51.     (N)    103 57 55.     (W)     SCALED    
 BA0375* NAVD 88     -      1100.411  (meters)    3610.27   (feet)  ADJUSTED  
 BA0375  ___________________________________________________________________
 BA0375  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BA0375  DYNAMIC HT  -        1098.609 (meters)    3604.35  (feet)  COMP
 BA0375  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 BA0375
 BA0375  VERT ORDER  -  SECOND    CLASS 0
 BA0375
 BA0375.The horizontal coordinates were scaled from a topographic map and have
 BA0375.an estimated accuracy of +/- 6 seconds.
 BA0375
 BA0375.The orthometric height was determined by differential leveling
 BA0375.and adjusted by the National Geodetic Survey in June 1991..
 BA0375
 BA0375.The geoid height was determined by GEOID03.
 BA0375
 BA0375.The dynamic height is computed by dividing the NAVD 88
 BA0375.geopotential number by the normal gravity value computed on the
 BA0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0375.degrees latitude (g = 980.6199 gals.).
 BA0375
 BA0375.The modeled gravity was interpolated from observed gravity values.
 BA0375
 BA0375;                    North         East    Units  Estimated Accuracy
 BA0375;SPC TXSC     - 4,218,640.      119,750.      MT  (+/- 180 meters Scaled)
 BA0375
 BA0375                          SUPERSEDED SURVEY CONTROL
 BA0375
 BA0375  NGVD 29 (??/??/92) 1100.054  (m)         3609.09   (f) ADJ UNCH    2 0
 BA0375
 BA0375.Superseded values are not recommended for survey control.
 BA0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0375.See file dsdata.txt to determine how the superseded data were derived.
 BA0375
 BA0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN000875(NAD 83)
 BA0375_MARKER: DB = BENCH MARK DISK
 BA0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0375_STAMPING: S 736 1943
 BA0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0375+STABILITY: SURFACE MOTION
 BA0375
 BA0375  HISTORY     - Date     Condition        Report By
 BA0375  HISTORY     - 1943     MONUMENTED       CGS
 BA0375  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0375
 BA0375                          STATION DESCRIPTION
 BA0375
 BA0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0375'12.1 MI SE FROM PLATA.
 BA0375'ABOUT 12.1 MILES SOUTHEAST OF PLATA ALONG THE MARFA-LAJITAS ROAD, 0.3
 BA0375'MILE SOUTHEAST OF THE SELLERS RANCH HOUSE, 20 FEET NORTHEAST OF THE
 BA0375'CENTER LINE OF THE ROAD, 1 FOOT SOUTHWEST OF A WIRE FENCE LINE, 1 1/2
 BA0375'FEET NORTHWEST OF A WHITE REFERENCE POST AND IS A BENCH MARK DISK SET
 BA0375'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 BA0375'GROUND.
 BA0375
 BA0375                          STATION RECOVERY (1958)
 BA0375
 BA0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0154 ***********************************************************************
 BQ0154  DESIGNATION -  S 737
 BQ0154  PID         -  BQ0154
 BQ0154  STATE/COUNTY-  TX/PRESIDIO
 BQ0154  USGS QUAD   -  FRENCHMAN HILLS (1983)
 BQ0154
 BQ0154                         *CURRENT SURVEY CONTROL
 BQ0154  ___________________________________________________________________
 BQ0154* NAD 83(1986)-  30 04 22.     (N)    104 01 10.     (W)     SCALED    
 BQ0154* NAVD 88     -      1297.262  (meters)    4256.10   (feet)  ADJUSTED  
 BQ0154  ___________________________________________________________________
 BQ0154  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BQ0154  DYNAMIC HT  -        1295.102 (meters)    4249.01  (feet)  COMP
 BQ0154  MODELED GRAV-     978,931.8   (mgal)                       NAVD 88
 BQ0154
 BQ0154  VERT ORDER  -  SECOND    CLASS 0
 BQ0154
 BQ0154.The horizontal coordinates were scaled from a topographic map and have
 BQ0154.an estimated accuracy of +/- 6 seconds.
 BQ0154
 BQ0154.The orthometric height was determined by differential leveling
 BQ0154.and adjusted by the National Geodetic Survey in June 1991..
 BQ0154
 BQ0154.The geoid height was determined by GEOID03.
 BQ0154
 BQ0154.The dynamic height is computed by dividing the NAVD 88
 BQ0154.geopotential number by the normal gravity value computed on the
 BQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0154.degrees latitude (g = 980.6199 gals.).
 BQ0154
 BQ0154.The modeled gravity was interpolated from observed gravity values.
 BQ0154
 BQ0154;                    North         East    Units  Estimated Accuracy
 BQ0154;SPC TXSC     - 4,258,580.      116,220.      MT  (+/- 180 meters Scaled)
 BQ0154
 BQ0154                          SUPERSEDED SURVEY CONTROL
 BQ0154
 BQ0154  NGVD 29 (??/??/92) 1296.806  (m)         4254.60   (f) ADJ UNCH    2 0
 BQ0154
 BQ0154.Superseded values are not recommended for survey control.
 BQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0154.See file dsdata.txt to determine how the superseded data were derived.
 BQ0154
 BQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP945272(NAD 83)
 BQ0154_MARKER: DB = BENCH MARK DISK
 BQ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0154_STAMPING: S 737 1943
 BQ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0154+STABILITY: SURFACE MOTION
 BQ0154
 BQ0154  HISTORY     - Date     Condition        Report By
 BQ0154  HISTORY     - 1943     MONUMENTED       CGS
 BQ0154  HISTORY     - 1958     GOOD             NGS
 BQ0154
 BQ0154                          STATION DESCRIPTION
 BQ0154
 BQ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0154'14.8 MI N FROM PLATA.
 BQ0154'ABOUT 14.8 MILES NORTH ALONG FARM ROAD 169 FROM THE RAILROAD SECTION
 BQ0154'FOREMANS HOUSE AT PLATA, 44 1/2 FEET EAST OF THE CENTER LINE OF THE
 BQ0154'ROAD, ABOUT MIDWAY BETWEEN TWO CURVES IN THE ROAD, ABOUT 0.15 MILE
 BQ0154'NORTH OF A TEE FENCE CORNER, 95 FEET EAST OF THE EAST RIGHT OF WAY
 BQ0154'FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 BQ0154'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BQ0154'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0331 ***********************************************************************
 BA0331  DESIGNATION -  S 738
 BA0331  PID         -  BA0331
 BA0331  STATE/COUNTY-  TX/PRESIDIO
 BA0331  USGS QUAD   -  MC KINNEY MOUNTAIN (1983)
 BA0331
 BA0331                         *CURRENT SURVEY CONTROL
 BA0331  ___________________________________________________________________
 BA0331* NAD 83(1986)-  29 47 01.     (N)    103 48 05.     (W)     SCALED    
 BA0331* NAVD 88     -      1117.435  (meters)    3666.12   (feet)  POSTED    
 BA0331  ___________________________________________________________________
 BA0331  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 BA0331  DYNAMIC HT  -        1115.610 (meters)    3660.13  (feet)  COMP
 BA0331  MODELED GRAV-     978,972.0   (mgal)                       NAVD 88
 BA0331
 BA0331  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0331
 BA0331.The horizontal coordinates were scaled from a topographic map and have
 BA0331.an estimated accuracy of +/- 6 seconds.
 BA0331
 BA0331.The orthometric height was determined by differential leveling
 BA0331.and adjusted by the National Geodetic Survey in 1992..
 BA0331.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0331.rate of 2.1 thru 3.0 mm/km.
 BA0331
 BA0331.The geoid height was determined by GEOID03.
 BA0331
 BA0331.The dynamic height is computed by dividing the NAVD 88
 BA0331.geopotential number by the normal gravity value computed on the
 BA0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0331.degrees latitude (g = 980.6199 gals.).
 BA0331
 BA0331.The modeled gravity was interpolated from observed gravity values.
 BA0331
 BA0331;                    North         East    Units  Estimated Accuracy
 BA0331;SPC TXSC     - 4,225,670.      135,910.      MT  (+/- 180 meters Scaled)
 BA0331
 BA0331                          SUPERSEDED SURVEY CONTROL
 BA0331
 BA0331  NGVD 29 (??/??/92) 1117.043  (m)         3664.83   (f) ADJ UNCH    2 0
 BA0331
 BA0331.Superseded values are not recommended for survey control.
 BA0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0331.See file dsdata.txt to determine how the superseded data were derived.
 BA0331
 BA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN158954(NAD 83)
 BA0331_MARKER: DB = BENCH MARK DISK
 BA0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0331_STAMPING: S 738 1943
 BA0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0331+STABILITY: SURFACE MOTION
 BA0331
 BA0331  HISTORY     - Date     Condition        Report By
 BA0331  HISTORY     - 1943     MONUMENTED       CGS
 BA0331  HISTORY     - 1958     GOOD             NGS
 BA0331
 BA0331                          STATION DESCRIPTION
 BA0331
 BA0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0331'8.15 MI SW FROM O 2 RANCH.
 BA0331'ABOUT 4.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0331'HEADQUARTERS TO THE WILSON RANCH BUILDING, THENCE ABOUT 3.35 MILES
 BA0331'WEST ALONG A TRACK ROAD TO A WYE JUNCTION, THENCE 0.55 MILE WEST ALONG
 BA0331'A DIM TRACK ROAD LEADING TO CREEK BOTTOM AND END OF ROAD.  280 FEET
 BA0331'EAST OF THE CENTER LINE THE MAIN CHANNEL, 40 FEET SOUTH OF THE SOUTH
 BA0331'EDGE OF THE WASH, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND
 BA0331'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0145 ***********************************************************************
 BB0145  DESIGNATION -  S 739
 BB0145  PID         -  BB0145
 BB0145  STATE/COUNTY-  TX/PRESIDIO
 BB0145  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0145
 BB0145                         *CURRENT SURVEY CONTROL
 BB0145  ___________________________________________________________________
 BB0145* NAD 83(1986)-  29 35 45.     (N)    104 24 18.     (W)     SCALED    
 BB0145* NAVD 88     -       795.005  (meters)    2608.28   (feet)  ADJUSTED  
 BB0145  ___________________________________________________________________
 BB0145  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 BB0145  DYNAMIC HT  -         793.716 (meters)    2604.05  (feet)  COMP
 BB0145  MODELED GRAV-     978,996.3   (mgal)                       NAVD 88
 BB0145
 BB0145  VERT ORDER  -  SECOND    CLASS 0
 BB0145
 BB0145.The horizontal coordinates were scaled from a topographic map and have
 BB0145.an estimated accuracy of +/- 6 seconds.
 BB0145
 BB0145.The orthometric height was determined by differential leveling
 BB0145.and adjusted by the National Geodetic Survey in June 1991..
 BB0145
 BB0145.The geoid height was determined by GEOID03.
 BB0145
 BB0145.The dynamic height is computed by dividing the NAVD 88
 BB0145.geopotential number by the normal gravity value computed on the
 BB0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0145.degrees latitude (g = 980.6199 gals.).
 BB0145
 BB0145.The modeled gravity was interpolated from observed gravity values.
 BB0145
 BB0145;                    North         East    Units  Estimated Accuracy
 BB0145;SPC TXSC     - 4,207,430.       76,640.      MT  (+/- 180 meters Scaled)
 BB0145
 BB0145                          SUPERSEDED SURVEY CONTROL
 BB0145
 BB0145  NGVD 29 (??/??/92)  794.602  (m)         2606.96   (f) ADJ UNCH    2 0
 BB0145
 BB0145.Superseded values are not recommended for survey control.
 BB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0145.See file dsdata.txt to determine how the superseded data were derived.
 BB0145
 BB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN576741(NAD 83)
 BB0145_MARKER: DB = BENCH MARK DISK
 BB0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0145_STAMPING: S 739 1943
 BB0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0145+STABILITY: SURFACE MOTION
 BB0145
 BB0145  HISTORY     - Date     Condition        Report By
 BB0145  HISTORY     - 1943     MONUMENTED       CGS
 BB0145  HISTORY     - 1958     GOOD             NGS
 BB0145  HISTORY     - 1973     GOOD             NGS
 BB0145
 BB0145                          STATION DESCRIPTION
 BB0145
 BB0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0145'3.5 MI NW FROM PRESIDIO.
 BB0145'THIS MARK IS 3.5 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE
 BB0145'POST OFFICE AT PRESIDIO, PRESIDIO COUNTY, 0.3 MILE SOUTHEAST OF A ROAD
 BB0145'RUNNING SOUTHWEST, 35.0 FEET NORTH-NORTHEAST OF THE CENTERLINE OF ROAD
 BB0145'AND IS 0.5 FEET LOWER IN ELEVATION, 105 FEET SOUTH OF THE CENTERLINE
 BB0145'OF DIRT ROAD AND IS 3.0 FEET HIGHER IN ELEVATION, 2.0 FEET SOUTHWEST
 BB0145'OF A WHITE REFERENCE POST, AND THE MARK PROJECTS 0.2 FEET ABOVE THE
 BB0145'GROUND.
 BB0145
 BB0145                          STATION RECOVERY (1973)
 BB0145
 BB0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0394 ***********************************************************************
 CA0394  DESIGNATION -  S 74
 CA0394  PID         -  CA0394
 CA0394  STATE/COUNTY-  TX/BROWN
 CA0394  USGS QUAD   -  BANGS EAST (1987)
 CA0394
 CA0394                         *CURRENT SURVEY CONTROL
 CA0394  ___________________________________________________________________
 CA0394* NAD 83(1986)-  31 43 05.     (N)    099 04 37.     (W)     SCALED    
 CA0394* NAVD 88     -       488.968  (meters)    1604.22   (feet)  ADJUSTED  
 CA0394  ___________________________________________________________________
 CA0394  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CA0394  DYNAMIC HT  -         488.326 (meters)    1602.12  (feet)  COMP
 CA0394  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 CA0394
 CA0394  VERT ORDER  -  FIRST     CLASS II
 CA0394
 CA0394.The horizontal coordinates were scaled from a topographic map and have
 CA0394.an estimated accuracy of +/- 6 seconds.
 CA0394
 CA0394.The orthometric height was determined by differential leveling
 CA0394.and adjusted by the National Geodetic Survey in June 1991..
 CA0394.WARNING-Repeat measurements at this control monument indicate possible
 CA0394.vertical movement.
 CA0394
 CA0394.The geoid height was determined by GEOID03.
 CA0394
 CA0394.The dynamic height is computed by dividing the NAVD 88
 CA0394.geopotential number by the normal gravity value computed on the
 CA0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0394.degrees latitude (g = 980.6199 gals.).
 CA0394
 CA0394.The modeled gravity was interpolated from observed gravity values.
 CA0394
 CA0394;                    North         East    Units  Estimated Accuracy
 CA0394;SPC TX C     - 3,228,090.      819,080.      MT  (+/- 180 meters Scaled)
 CA0394
 CA0394                          SUPERSEDED SURVEY CONTROL
 CA0394
 CA0394  NGVD 29 (??/??/92)  488.762  (m)         1603.55   (f) ADJ UNCH    1 2
 CA0394
 CA0394.Superseded values are not recommended for survey control.
 CA0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0394.See file dsdata.txt to determine how the superseded data were derived.
 CA0394
 CA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA927091(NAD 83)
 CA0394_MARKER: DB = BENCH MARK DISK
 CA0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0394_STAMPING: 1603.547 S 74 1931
 CA0394_MARK LOGO: CGS   
 CA0394_PROJECTION: PROJECTING 5 CENTIMETERS
 CA0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0394+STABILITY: SURFACE MOTION
 CA0394
 CA0394  HISTORY     - Date     Condition        Report By
 CA0394  HISTORY     - 1931     MONUMENTED       CGS
 CA0394  HISTORY     - 1944     GOOD             NGS
 CA0394  HISTORY     - 1982     GOOD             NGS
 CA0394  HISTORY     - 1983     GOOD             NGS
 CA0394
 CA0394                          STATION DESCRIPTION
 CA0394
 CA0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CA0394'3.3 MI E FROM BANGS.
 CA0394'3.3 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0394'STATION AT BANGS, BROWN COUNTY, 10 POLES EAST OF MILEPOST 355, AT A
 CA0394'PRIVATE-ROAD CROSSING, 150 FEET SOUTH OF U.S. HIGHWAY 84, 45 FEET
 CA0394'NORTH OF THE TRACK, AND 5 FEET WEST OF A GATE.  A STANDARD DISK,
 CA0394'STAMPED 1603.547 S 74 1931 AND SET IN THE TOP OF A CONCRETE POST.
 CA0394
 CA0394                          STATION RECOVERY (1982)
 CA0394
 CA0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0394'9.5 KM (5.9 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0394'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, AT A PRIVATE DRIVEWAY
 CA0394'LEADING SOUTH TO THE C. W. MCCULLOUGHS RESIDENCE, 45.7 METERS (149.9
 CA0394'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 CA0394'13.7 METERS (44.9 FT) NORTH OF THE NEAR RAIL OF THE ATCHISON, TOPEKA
 CA0394'AND SANTA FE RAILROAD, 5.0 METERS (16.4 FT) WEST OF THE CENTER OF THE
 CA0394'DRIVEWAY, 2.7 METERS (8.9 FT) WEST OF A FENCE CORNER AND 0.4 METER
 CA0394'(1.3 FT) SOUTH OF A FENCE.
 CA0394'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CA0394'THE MARK IS 0.9 M BELOW THE TRACKS.
 CA0394
 CA0394                          STATION RECOVERY (1983)
 CA0394
 CA0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0081 ***********************************************************************
 BA0081  DESIGNATION -  S 740
 BA0081  PID         -  BA0081
 BA0081  STATE/COUNTY-  TX/BREWSTER
 BA0081  USGS QUAD   -  BUTTERBOWL (1983)
 BA0081
 BA0081                         *CURRENT SURVEY CONTROL
 BA0081  ___________________________________________________________________
 BA0081* NAD 83(1986)-  29 41 33.     (N)    103 17 28.     (W)     SCALED    
 BA0081* NAVD 88     -       940.819  (meters)    3086.67   (feet)  ADJUSTED  
 BA0081  ___________________________________________________________________
 BA0081  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 BA0081  DYNAMIC HT  -         939.311 (meters)    3081.72  (feet)  COMP
 BA0081  MODELED GRAV-     979,009.1   (mgal)                       NAVD 88
 BA0081
 BA0081  VERT ORDER  -  SECOND    CLASS 0
 BA0081
 BA0081.The horizontal coordinates were scaled from a topographic map and have
 BA0081.an estimated accuracy of +/- 6 seconds.
 BA0081
 BA0081.The orthometric height was determined by differential leveling
 BA0081.and adjusted by the National Geodetic Survey in June 1991..
 BA0081
 BA0081.The geoid height was determined by GEOID03.
 BA0081
 BA0081.The dynamic height is computed by dividing the NAVD 88
 BA0081.geopotential number by the normal gravity value computed on the
 BA0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0081.degrees latitude (g = 980.6199 gals.).
 BA0081
 BA0081.The modeled gravity was interpolated from observed gravity values.
 BA0081
 BA0081;                    North         East    Units  Estimated Accuracy
 BA0081;SPC TXSC     - 4,213,660.      184,840.      MT  (+/- 180 meters Scaled)
 BA0081
 BA0081                          SUPERSEDED SURVEY CONTROL
 BA0081
 BA0081  NGVD 29 (??/??/92)  940.437  (m)         3085.42   (f) ADJ UNCH    2 0
 BA0081
 BA0081.Superseded values are not recommended for survey control.
 BA0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0081.See file dsdata.txt to determine how the superseded data were derived.
 BA0081
 BA0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN653859(NAD 83)
 BA0081_MARKER: DB = BENCH MARK DISK
 BA0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0081_STAMPING: S 740 1943
 BA0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0081+STABILITY: SURFACE MOTION
 BA0081
 BA0081  HISTORY     - Date     Condition        Report By
 BA0081  HISTORY     - 1943     MONUMENTED       CGS
 BA0081  HISTORY     - 1958     GOOD             NGS
 BA0081  HISTORY     - 1976     GOOD             USGS
 BA0081  HISTORY     - 20010331 GOOD             NGS
 BA0081
 BA0081                          STATION DESCRIPTION
 BA0081
 BA0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0081'11.9 MI W FROM PERSIMMON GAP.
 BA0081'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0081'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0081'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0081'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0081'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE
 BA0081'ABOUT 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0081'TANKS AND A WINDMILL, THENCE ABOUT 3.25 MILES NORTHWEST ALONG A TRACK
 BA0081'ROAD TO A PROMINENT HILL, THENCE ABOUT 0.25 MILE AROUND THE SOUTH SIDE
 BA0081'OF THE HILL, THENCE ABOUT 0.75 MILE NORTHWEST ALONG A DITCH AND OLD
 BA0081'TRACK ROAD, THENCE ABOUT 1.05 MILE NORTHWEST ALONG DIM TRACK ROAD TO A
 BA0081'NORTH-SOUTH FENCE, THENCE 0.45 MILE NORTH ALONG THE EAST SIDE OF THE
 BA0081'FENCE, THENCE 0.65 MILE WEST ALONG A TRACK ROAD ALONG THE SOUTH SIDE
 BA0081'OF THE FENCE.  23 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD,
 BA0081'ABOUT 0.3 MILE EAST OF A GATE, ABOUT 0.1 MILE EAST OF A TRACK ROAD
 BA0081'LEADING SOUTH, 35 FEET SOUTH OF THE FENCE, 2 FEET NORTHEAST OF A WHITE
 BA0081'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BA0081'INCHES.
 BA0081
 BA0081                          STATION RECOVERY (1976)
 BA0081
 BA0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0081'ABOUT 0.1 MI. SOUTH ALONG US HIGHWAY 385 FROM THE PERSIMMON GAP
 BA0081'RANGER STATION TO A GRADED DIRT ROAD, THENCE ABOUT 7.35 MI. NORTHWEST
 BA0081'ALONG THE GRADED DIRT ROAD TO THE GATE AND SIGN TO THE A. T. CAVNESS
 BA0081'RANCH, THENCE WEST 0.65 MI. ALONG A DIRT ROAD ON THE SOUTH SIDE OF A
 BA0081'FENCE, 19 FEET SOUTH OF THE CENTERLINE OF THE ROAD, ABOUT 0.1 MI.
 BA0081'EAST OF A TRACK ROAD LEADING SOUTH, AND IN THE TOP OF A CONCRETE POST
 BA0081'PROJECTING 5 INCHES.
 BA0081
 BA0081                          STATION RECOVERY (2001)
 BA0081
 BA0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0081'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0105 ***********************************************************************
 BA0105  DESIGNATION -  S 741
 BA0105  PID         -  BA0105
 BA0105  STATE/COUNTY-  TX/BREWSTER
 BA0105  USGS QUAD   -  SOSA PEAK (1983)
 BA0105
 BA0105                         *CURRENT SURVEY CONTROL
 BA0105  ___________________________________________________________________
 BA0105* NAD 83(1986)-  29 49 45.     (N)    103 12 54.     (W)     SCALED    
 BA0105* NAVD 88     -       938.400  (meters)    3078.73   (feet)  ADJUSTED  
 BA0105  ___________________________________________________________________
 BA0105  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BA0105  DYNAMIC HT  -         936.906 (meters)    3073.83  (feet)  COMP
 BA0105  MODELED GRAV-     979,018.5   (mgal)                       NAVD 88
 BA0105
 BA0105  VERT ORDER  -  SECOND    CLASS 0
 BA0105
 BA0105.The horizontal coordinates were scaled from a topographic map and have
 BA0105.an estimated accuracy of +/- 6 seconds.
 BA0105
 BA0105.The orthometric height was determined by differential leveling
 BA0105.and adjusted by the National Geodetic Survey in June 1991..
 BA0105
 BA0105.The geoid height was determined by GEOID03.
 BA0105
 BA0105.The dynamic height is computed by dividing the NAVD 88
 BA0105.geopotential number by the normal gravity value computed on the
 BA0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0105.degrees latitude (g = 980.6199 gals.).
 BA0105
 BA0105.The modeled gravity was interpolated from observed gravity values.
 BA0105
 BA0105;                    North         East    Units  Estimated Accuracy
 BA0105;SPC TXSC     - 4,228,530.      192,740.      MT  (+/- 180 meters Scaled)
 BA0105
 BA0105                          SUPERSEDED SURVEY CONTROL
 BA0105
 BA0105  NGVD 29 (??/??/92)  938.046  (m)         3077.57   (f) ADJ UNCH    2 0
 BA0105
 BA0105.Superseded values are not recommended for survey control.
 BA0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0105.See file dsdata.txt to determine how the superseded data were derived.
 BA0105
 BA0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP724011(NAD 83)
 BA0105_MARKER: DB = BENCH MARK DISK
 BA0105_SETTING: 66 = SET IN ROCK OUTCROP
 BA0105_SP_SET: ROCK OUTCROP
 BA0105_STAMPING: S 741 1943
 BA0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0105+STABILITY: POSITION/ELEVATION WELL
 BA0105
 BA0105  HISTORY     - Date     Condition        Report By
 BA0105  HISTORY     - 1943     MONUMENTED       CGS
 BA0105  HISTORY     - 1966     GOOD             NGS
 BA0105  HISTORY     - 1976     GOOD             USGS
 BA0105  HISTORY     - 20010331 GOOD             NGS
 BA0105
 BA0105                          STATION DESCRIPTION
 BA0105
 BA0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0105'12.4 MI N FROM PERSIMMON GAP.
 BA0105'ABOUT 12.4 MILES NORTH ALONG U.S. HIGHWAY 385 FROM THE PERSIMMON GAP
 BA0105'MONUMENT, IN THE TOP OF A SMALL ROCK OUTCROP SURROUNDED BY A CIRCLE OF
 BA0105'ROCKS, 138 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 165 FEET
 BA0105'NORTH OF TELEPHONE POLE NUMBER 335, 0.15 MILES NORTHWEST OF A TEE
 BA0105'FENCE LEADING SOUTHWEST, 75 FEET NORTHEAST OF THE NORTHEAST HIGHWAY
 BA0105'RIGHT OF WAY FENCE, 75 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 BA0105'AND 0.3 MILES SOUTHEAST OF THE CREST OF A LONG HILL.
 BA0105
 BA0105                          STATION RECOVERY (1976)
 BA0105
 BA0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0105'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BA0105'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
 BA0105
 BA0105                          STATION RECOVERY (2001)
 BA0105
 BA0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0105'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0154 ***********************************************************************
 BA0154  DESIGNATION -  S 742
 BA0154  PID         -  BA0154
 BA0154  STATE/COUNTY-  TX/BREWSTER
 BA0154  USGS QUAD   -  SAN VICENTE (1971)
 BA0154
 BA0154                         *CURRENT SURVEY CONTROL
 BA0154  ___________________________________________________________________
 BA0154* NAD 83(1986)-  29 08 53.     (N)    103 04 42.     (W)     SCALED    
 BA0154* NAVD 88     -       635.428  (meters)    2084.73   (feet)  ADJUSTED  
 BA0154  ___________________________________________________________________
 BA0154  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0154  DYNAMIC HT  -         634.423 (meters)    2081.44  (feet)  COMP
 BA0154  MODELED GRAV-     979,041.7   (mgal)                       NAVD 88
 BA0154
 BA0154  VERT ORDER  -  FIRST     CLASS II
 BA0154
 BA0154.The horizontal coordinates were scaled from a topographic map and have
 BA0154.an estimated accuracy of +/- 6 seconds.
 BA0154
 BA0154.The orthometric height was determined by differential leveling
 BA0154.and adjusted by the National Geodetic Survey in June 1991..
 BA0154
 BA0154.The geoid height was determined by GEOID03.
 BA0154
 BA0154.The dynamic height is computed by dividing the NAVD 88
 BA0154.geopotential number by the normal gravity value computed on the
 BA0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0154.degrees latitude (g = 980.6199 gals.).
 BA0154
 BA0154.The modeled gravity was interpolated from observed gravity values.
 BA0154
 BA0154;                    North         East    Units  Estimated Accuracy
 BA0154;SPC TXSC     - 4,152,620.      203,310.      MT  (+/- 180 meters Scaled)
 BA0154
 BA0154                          SUPERSEDED SURVEY CONTROL
 BA0154
 BA0154  NGVD 29 (??/??/92)  635.075  (m)         2083.58   (f) ADJ UNCH    1 2
 BA0154
 BA0154.Superseded values are not recommended for survey control.
 BA0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0154.See file dsdata.txt to determine how the superseded data were derived.
 BA0154
 BA0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN869259(NAD 83)
 BA0154_MARKER: DB = BENCH MARK DISK
 BA0154_SETTING: 66 = SET IN ROCK OUTCROP
 BA0154_SP_SET: OUTCROP
 BA0154_STAMPING: S 742 1943
 BA0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0154+STABILITY: POSITION/ELEVATION WELL
 BA0154
 BA0154  HISTORY     - Date     Condition        Report By
 BA0154  HISTORY     - 1943     MONUMENTED       CGS
 BA0154  HISTORY     - 1967     GOOD             NGS
 BA0154
 BA0154                          STATION DESCRIPTION
 BA0154
 BA0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0154'23.2 MI S FROM PARK HEADQUARTERS.
 BA0154'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0154'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0154'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.4 MILES WEST ALONG
 BA0154'A DIRT ROAD, THENCE 2.3 MILES NORTHWEST ALONG AN ABANDONED ROAD, IN
 BA0154'THE TOP OF A SANDSTONE OUTCROP PROJECTING 1 FOOT, 100 FEET SOUTHEAST
 BA0154'OF THE CENTERLINE OF THE ROAD, 450 FEET EAST OF THE CENTER OF THE
 BA0154'CROSSING OF A DRAW, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0155 ***********************************************************************
 BP0155  DESIGNATION -  S 743
 BP0155  PID         -  BP0155
 BP0155  STATE/COUNTY-  TX/BREWSTER
 BP0155  USGS QUAD   -  FRESNO CREEK (1968)
 BP0155
 BP0155                         *CURRENT SURVEY CONTROL
 BP0155  ___________________________________________________________________
 BP0155* NAD 83(1986)-  30 04 21.     (N)    102 40 18.     (W)     SCALED    
 BP0155* NAVD 88     -       931.969  (meters)    3057.64   (feet)  ADJUSTED  
 BP0155  ___________________________________________________________________
 BP0155  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BP0155  DYNAMIC HT  -         930.514 (meters)    3052.86  (feet)  COMP
 BP0155  MODELED GRAV-     979,049.3   (mgal)                       NAVD 88
 BP0155
 BP0155  VERT ORDER  -  FIRST     CLASS II
 BP0155
 BP0155.The horizontal coordinates were scaled from a topographic map and have
 BP0155.an estimated accuracy of +/- 6 seconds.
 BP0155
 BP0155.The orthometric height was determined by differential leveling
 BP0155.and adjusted by the National Geodetic Survey in June 1991..
 BP0155
 BP0155.The geoid height was determined by GEOID03.
 BP0155
 BP0155.The dynamic height is computed by dividing the NAVD 88
 BP0155.geopotential number by the normal gravity value computed on the
 BP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0155.degrees latitude (g = 980.6199 gals.).
 BP0155
 BP0155.The modeled gravity was interpolated from observed gravity values.
 BP0155
 BP0155;                    North         East    Units  Estimated Accuracy
 BP0155;SPC TXSC     - 4,253,720.      246,070.      MT  (+/- 180 meters Scaled)
 BP0155
 BP0155                          SUPERSEDED SURVEY CONTROL
 BP0155
 BP0155  NGVD 29 (??/??/92)  931.674  (m)         3056.67   (f) ADJ UNCH    1 2
 BP0155
 BP0155.Superseded values are not recommended for survey control.
 BP0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0155.See file dsdata.txt to determine how the superseded data were derived.
 BP0155
 BP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP244291(NAD 83)
 BP0155_MARKER: DB = BENCH MARK DISK
 BP0155_SETTING: 66 = SET IN ROCK OUTCROP
 BP0155_SP_SET: LIMESTONE OUTCROP
 BP0155_STAMPING: S 743 1943
 BP0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0155+STABILITY: POSITION/ELEVATION WELL
 BP0155
 BP0155  HISTORY     - Date     Condition        Report By
 BP0155  HISTORY     - 1943     MONUMENTED       CGS
 BP0155  HISTORY     - 1958     GOOD             NGS
 BP0155  HISTORY     - 1968     MARK NOT FOUND   NGS
 BP0155
 BP0155                          STATION DESCRIPTION
 BP0155
 BP0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0155'8.75 MI S FROM LONGFELLOW.
 BP0155'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0155'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 7.75 MILES SOUTH
 BP0155'ALONG A DIRT ROAD.  IN THE TOP OF A LIMESTONE ROCK OUTCROP, 33 FEET
 BP0155'EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.3 MILE SOUTH OF A CATTLE
 BP0155'GUARD, AT THE FOOT OF THE WEST SIDE OF A STEEP HILL, AND ABOUT LEVEL
 BP0155'WITH THE ROAD.
 BP0155
 BP0155                          STATION RECOVERY (1968)
 BP0155
 BP0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BP0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0183 ***********************************************************************
 BB0183  DESIGNATION -  S 744
 BB0183  PID         -  BB0183
 BB0183  STATE/COUNTY-  TX/PRESIDIO
 BB0183  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0183
 BB0183                         *CURRENT SURVEY CONTROL
 BB0183  ___________________________________________________________________
 BB0183* NAD 83(1986)-  29 29 06.     (N)    104 01 42.     (W)     SCALED    
 BB0183* NAVD 88     -      1290.830  (meters)    4235.00   (feet)  ADJUSTED  
 BB0183  ___________________________________________________________________
 BB0183  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BB0183  DYNAMIC HT  -        1288.652 (meters)    4227.85  (feet)  COMP
 BB0183  MODELED GRAV-     978,910.4   (mgal)                       NAVD 88
 BB0183
 BB0183  VERT ORDER  -  FIRST     CLASS II
 BB0183
 BB0183.The horizontal coordinates were scaled from a topographic map and have
 BB0183.an estimated accuracy of +/- 6 seconds.
 BB0183
 BB0183.The orthometric height was determined by differential leveling
 BB0183.and adjusted by the National Geodetic Survey in June 1991..
 BB0183
 BB0183.The geoid height was determined by GEOID03.
 BB0183
 BB0183.The dynamic height is computed by dividing the NAVD 88
 BB0183.geopotential number by the normal gravity value computed on the
 BB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0183.degrees latitude (g = 980.6199 gals.).
 BB0183
 BB0183.The modeled gravity was interpolated from observed gravity values.
 BB0183
 BB0183;                    North         East    Units  Estimated Accuracy
 BB0183;SPC TXSC     - 4,193,530.      112,570.      MT  (+/- 180 meters Scaled)
 BB0183
 BB0183                          SUPERSEDED SURVEY CONTROL
 BB0183
 BB0183  NGVD 29 (??/??/92) 1290.464  (m)         4233.80   (f) ADJ UNCH    1 2
 BB0183
 BB0183.Superseded values are not recommended for survey control.
 BB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0183.See file dsdata.txt to determine how the superseded data were derived.
 BB0183
 BB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN941621(NAD 83)
 BB0183_MARKER: DB = BENCH MARK DISK
 BB0183_SETTING: 66 = SET IN ROCK OUTCROP
 BB0183_SP_SET: ROCK OUTCROP
 BB0183_STAMPING: S 744 1943
 BB0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0183+STABILITY: POSITION/ELEVATION WELL
 BB0183
 BB0183  HISTORY     - Date     Condition        Report By
 BB0183  HISTORY     - 1943     MONUMENTED       CGS
 BB0183  HISTORY     - 1958     GOOD             NGS
 BB0183
 BB0183                          STATION DESCRIPTION
 BB0183
 BB0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0183'5.0 MI W FROM FOWLKES BROS RANCH.
 BB0183'ABOUT 5.0 MILES WEST ALONG A WINDING ROCKY TRAIL ROAD FROM THE FOWLKES
 BB0183'BROS. RANCH HOUSE, IN THE TOP OF A ROCK OUTCROP PROJECTING 3 FEET AT
 BB0183'THE HIGHEST POINT, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ON
 BB0183'THE SOUTH SLOPE OF A HILL, SOUTH OF AND ACROSS THE ROAD FROM A
 BB0183'BALANCED ROCK, 27 FEET NORTH OF THE CENTER LINE OF A SMALL WASH, AND
 BB0183'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0001 ***********************************************************************
 BA0001  DESIGNATION -  S 745
 BA0001  PID         -  BA0001
 BA0001  STATE/COUNTY-  TX/BREWSTER
 BA0001  USGS QUAD   -  YELLOW HOUSE PEAK (1983)
 BA0001
 BA0001                         *CURRENT SURVEY CONTROL
 BA0001  ___________________________________________________________________
 BA0001* NAD 83(1986)-  29 48 29.     (N)    102 59 35.     (W)     SCALED    
 BA0001* NAVD 88     -       852.370  (meters)    2796.48   (feet)  ADJUSTED  
 BA0001  ___________________________________________________________________
 BA0001  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0001  DYNAMIC HT  -         851.031 (meters)    2792.09  (feet)  COMP
 BA0001  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 BA0001
 BA0001  VERT ORDER  -  FIRST     CLASS II
 BA0001
 BA0001.The horizontal coordinates were scaled from a topographic map and have
 BA0001.an estimated accuracy of +/- 6 seconds.
 BA0001
 BA0001.The orthometric height was determined by differential leveling
 BA0001.and adjusted by the National Geodetic Survey in June 1991..
 BA0001
 BA0001.The geoid height was determined by GEOID03.
 BA0001
 BA0001.The dynamic height is computed by dividing the NAVD 88
 BA0001.geopotential number by the normal gravity value computed on the
 BA0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0001.degrees latitude (g = 980.6199 gals.).
 BA0001
 BA0001.The modeled gravity was interpolated from observed gravity values.
 BA0001
 BA0001;                    North         East    Units  Estimated Accuracy
 BA0001;SPC TXSC     - 4,225,440.      214,100.      MT  (+/- 180 meters Scaled)
 BA0001
 BA0001                          SUPERSEDED SURVEY CONTROL
 BA0001
 BA0001  NGVD 29 (??/??/92)  852.049  (m)         2795.43   (f) ADJ UNCH    1 2
 BA0001
 BA0001.Superseded values are not recommended for survey control.
 BA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0001.See file dsdata.txt to determine how the superseded data were derived.
 BA0001
 BA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN939992(NAD 83)
 BA0001_MARKER: DB = BENCH MARK DISK
 BA0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0001_STAMPING: S 745 1943
 BA0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0001+STABILITY: SURFACE MOTION
 BA0001
 BA0001  HISTORY     - Date     Condition        Report By
 BA0001  HISTORY     - 1943     MONUMENTED       CGS
 BA0001  HISTORY     - 1966     GOOD             NGS
 BA0001  HISTORY     - 1976     GOOD             USGS
 BA0001  HISTORY     - 20010331 GOOD             NGS
 BA0001
 BA0001                          STATION DESCRIPTION
 BA0001
 BA0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0001'17.2 MI NE FROM PERSIMMON GAP.
 BA0001'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0001'PERSIMMON GAP, THENCE 10.9 MILES NORTHEAST ALONG A GRADE DIRT ROAD,
 BA0001'296 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 36 FEET NORTH OF THE
 BA0001'CENTERLINE OF THE OLD ROAD, 110 FEET WEST-NORTHWEST OF A POWER POLE, 2
 BA0001'1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BA0001'CONCRETE POST PROJECTING 6 INCHES.
 BA0001
 BA0001                          STATION RECOVERY (1976)
 BA0001
 BA0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0001'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0001'OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO WEST ON
 BA0001'THE COUNTY ROAD FOR 5.0 MILES TO THE MARK ON THE LEFT. IT IS ABOUT
 BA0001'300 FEET SOUTH OF THE PRESENT ROAD, 36 FEET NORTH OF THE CENTERLINE
 BA0001'OF THE OLD ROAD, 2.5 FEET SOUTH OF A WOODEN WITNESS POST AND AT ABOUT
 BA0001'THE SAME ELEVATION AS THE OLD ROADBED. IT IS A STANDARD DISK SET IN
 BA0001'THE TOP OF A SIX INCH SQUARE CONCRETE POST, PROJECTING 6 INCHES,
 BA0001'STAMPED S 745 1943.
 BA0001
 BA0001                          STATION RECOVERY (2001)
 BA0001
 BA0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0001'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0129 ***********************************************************************
 BA0129  DESIGNATION -  S 746
 BA0129  PID         -  BA0129
 BA0129  STATE/COUNTY-  TX/BREWSTER
 BA0129  USGS QUAD   -  REED CAMP (1971)
 BA0129
 BA0129                         *CURRENT SURVEY CONTROL
 BA0129  ___________________________________________________________________
 BA0129* NAD 83(1986)-  29 04 41.     (N)    103 18 45.     (W)     SCALED    
 BA0129* NAVD 88     -       748.009  (meters)    2454.09   (feet)  ADJUSTED  
 BA0129  ___________________________________________________________________
 BA0129  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BA0129  DYNAMIC HT  -         746.796 (meters)    2450.11  (feet)  COMP
 BA0129  MODELED GRAV-     978,998.3   (mgal)                       NAVD 88
 BA0129
 BA0129  VERT ORDER  -  FIRST     CLASS II
 BA0129
 BA0129.The horizontal coordinates were scaled from a topographic map and have
 BA0129.an estimated accuracy of +/- 6 seconds.
 BA0129
 BA0129.The orthometric height was determined by differential leveling
 BA0129.and adjusted by the National Geodetic Survey in June 1991..
 BA0129
 BA0129.The geoid height was determined by GEOID03.
 BA0129
 BA0129.The dynamic height is computed by dividing the NAVD 88
 BA0129.geopotential number by the normal gravity value computed on the
 BA0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0129.degrees latitude (g = 980.6199 gals.).
 BA0129
 BA0129.The modeled gravity was interpolated from observed gravity values.
 BA0129
 BA0129;                    North         East    Units  Estimated Accuracy
 BA0129;SPC TXSC     - 4,145,690.      180,260.      MT  (+/- 180 meters Scaled)
 BA0129
 BA0129                          SUPERSEDED SURVEY CONTROL
 BA0129
 BA0129  NGVD 29 (??/??/92)  747.620  (m)         2452.82   (f) ADJ UNCH    1 2
 BA0129
 BA0129.Superseded values are not recommended for survey control.
 BA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0129.See file dsdata.txt to determine how the superseded data were derived.
 BA0129
 BA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN642178(NAD 83)
 BA0129_MARKER: DB = BENCH MARK DISK
 BA0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0129_STAMPING: S 746 1943
 BA0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0129+STABILITY: SURFACE MOTION
 BA0129
 BA0129  HISTORY     - Date     Condition        Report By
 BA0129  HISTORY     - 1943     MONUMENTED       CGS
 BA0129  HISTORY     - 1958     GOOD             NGS
 BA0129
 BA0129                          STATION DESCRIPTION
 BA0129
 BA0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0129'20.65 MI SE FROM CASTOLON.
 BA0129'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0129'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0129'1.4 MILES NORTH ALONG AN ABANDONED CANYON ROAD, THENCE 1.55 MILES
 BA0129'NORTH ALONG AN ABANDONED ROAD, THENCE 0.4 MILE SOUTHEAST ALONG AN
 BA0129'ABANDONED ROAD.  36 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2
 BA0129'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BA0129'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0034 ***********************************************************************
 BA0034  DESIGNATION -  S 747
 BA0034  PID         -  BA0034
 BA0034  STATE/COUNTY-  TX/BREWSTER
 BA0034  USGS QUAD   -  DAGGER FLAT (1971)
 BA0034
 BA0034                         *CURRENT SURVEY CONTROL
 BA0034  ___________________________________________________________________
 BA0034* NAD 83(1986)-  29 32 17.     (N)    103 07 31.     (W)     SCALED    
 BA0034* NAVD 88     -       878.551  (meters)    2882.38   (feet)  ADJUSTED  
 BA0034  ___________________________________________________________________
 BA0034  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0034  DYNAMIC HT  -         877.148 (meters)    2877.78  (feet)  COMP
 BA0034  MODELED GRAV-     979,016.7   (mgal)                       NAVD 88
 BA0034
 BA0034  VERT ORDER  -  FIRST     CLASS II
 BA0034
 BA0034.The horizontal coordinates were scaled from a topographic map and have
 BA0034.an estimated accuracy of +/- 6 seconds.
 BA0034
 BA0034.The orthometric height was determined by differential leveling
 BA0034.and adjusted by the National Geodetic Survey in June 1991..
 BA0034
 BA0034.The geoid height was determined by GEOID03.
 BA0034
 BA0034.The dynamic height is computed by dividing the NAVD 88
 BA0034.geopotential number by the normal gravity value computed on the
 BA0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0034.degrees latitude (g = 980.6199 gals.).
 BA0034
 BA0034.The modeled gravity was interpolated from observed gravity values.
 BA0034
 BA0034;                    North         East    Units  Estimated Accuracy
 BA0034;SPC TXSC     - 4,195,980.      200,270.      MT  (+/- 180 meters Scaled)
 BA0034
 BA0034                          SUPERSEDED SURVEY CONTROL
 BA0034
 BA0034  NGVD 29 (??/??/92)  878.187  (m)         2881.19   (f) ADJ UNCH    1 2
 BA0034
 BA0034.Superseded values are not recommended for survey control.
 BA0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0034.See file dsdata.txt to determine how the superseded data were derived.
 BA0034
 BA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN816690(NAD 83)
 BA0034_MARKER: DB = BENCH MARK DISK
 BA0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0034_STAMPING: S 747 1943
 BA0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0034+STABILITY: SURFACE MOTION
 BA0034
 BA0034  HISTORY     - Date     Condition        Report By
 BA0034  HISTORY     - 1943     MONUMENTED       CGS
 BA0034  HISTORY     - 1967     GOOD             NGS
 BA0034  HISTORY     - 20010331 GOOD             NGS
 BA0034
 BA0034                          STATION DESCRIPTION
 BA0034
 BA0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0034'9.9 MI S FROM PERSIMMON GAP.
 BA0034'ABOUT 9.9 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM THE TOP OF PERSIMMON
 BA0034'GAP, 47 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.1 MILES SOUTH OF
 BA0034'A CURVE, 0.1 MILES NORTH OF A GRAVEL WASH, 1 1/2 FEET WEST OF A WHITE
 BA0034'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 BA0034'CONCRETE POST PROJECTING 5 INCHES.
 BA0034
 BA0034                          STATION RECOVERY (2001)
 BA0034
 BA0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0034'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0017 ***********************************************************************
 BA0017  DESIGNATION -  S 748
 BA0017  PID         -  BA0017
 BA0017  STATE/COUNTY-  TX/BREWSTER
 BA0017  USGS QUAD   -  DOVE MOUNTAIN (1983)
 BA0017
 BA0017                         *CURRENT SURVEY CONTROL
 BA0017  ___________________________________________________________________
 BA0017* NAD 83(1986)-  29 52 18.     (N)    102 46 48.     (W)     SCALED    
 BA0017* NAVD 88     -       940.322  (meters)    3085.04   (feet)  ADJUSTED  
 BA0017  ___________________________________________________________________
 BA0017  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BA0017  DYNAMIC HT  -         938.844 (meters)    3080.19  (feet)  COMP
 BA0017  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 BA0017
 BA0017  VERT ORDER  -  FIRST     CLASS II
 BA0017
 BA0017.The horizontal coordinates were scaled from a topographic map and have
 BA0017.an estimated accuracy of +/- 6 seconds.
 BA0017
 BA0017.The orthometric height was determined by differential leveling
 BA0017.and adjusted by the National Geodetic Survey in June 1991..
 BA0017
 BA0017.The geoid height was determined by GEOID03.
 BA0017
 BA0017.The dynamic height is computed by dividing the NAVD 88
 BA0017.geopotential number by the normal gravity value computed on the
 BA0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0017.degrees latitude (g = 980.6199 gals.).
 BA0017
 BA0017.The modeled gravity was interpolated from observed gravity values.
 BA0017
 BA0017;                    North         East    Units  Estimated Accuracy
 BA0017;SPC TXSC     - 4,231,810.      234,910.      MT  (+/- 180 meters Scaled)
 BA0017
 BA0017                          SUPERSEDED SURVEY CONTROL
 BA0017
 BA0017  NGVD 29 (??/??/92)  940.002  (m)         3083.99   (f) ADJ UNCH    1 2
 BA0017
 BA0017.Superseded values are not recommended for survey control.
 BA0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0017.See file dsdata.txt to determine how the superseded data were derived.
 BA0017
 BA0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP144066(NAD 83)
 BA0017_MARKER: DB = BENCH MARK DISK
 BA0017_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0017_SP_SET: UNSPEC ROCK
 BA0017_STAMPING: S 748 1943
 BA0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0017
 BA0017  HISTORY     - Date     Condition        Report By
 BA0017  HISTORY     - 1943     MONUMENTED       CGS
 BA0017  HISTORY     - 1958     GOOD             NGS
 BA0017  HISTORY     - 1976     GOOD             USGS
 BA0017
 BA0017                          STATION DESCRIPTION
 BA0017
 BA0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0017'9.4 MI SW FROM SLAUGHTER RANCH HDQ.
 BA0017'ABOUT 6.25 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE SLAUGHTER RANCH
 BA0017'HDQ., THENCE 3.15 MILES SOUTH ALONG A TRAIL ROAD. IN THE TOP OF A
 BA0017'LIMESTONE ROCK PROJECTING 1 FOOT, 182 FEET NORTHWEST OF THE CENTER
 BA0017'LINE OF THE ROAD, ABOUT 0.3 MILE SOUTHWEST OF A GATE ACROSS THE ROAD,
 BA0017'ABOUT 1.0 MILE NORTHEAST OF B. M. R 748, 163 FEET NORTH-NORTHWEST OF
 BA0017'THE 1ST POWER POLE SOUTHWEST OF ONE WITH A GUY WIRE, ABOUT 100 YARDS
 BA0017'SOUTHEAST OF THE CREST OF A HILL, AND ABOUT 7 FEET ABOVE THE LEVEL OF
 BA0017'THE ROAD.
 BA0017
 BA0017                          STATION RECOVERY (1976)
 BA0017
 BA0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0017'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0017'OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO EAST ON
 BA0017'THE COUNTY ROAD FOR 4.2 MILES TO A Y FORK. TAKE THE LEFT FORK AND GO
 BA0017'NORTHEAST FOR 5.8 MILES, PASSING THE BEEF CANYON RANCH HOUSE, TO A
 BA0017'LOW HILL AND THE MARK ON THE LEFT. IT IS ABOUT 0.3 MILE SOUTHWEST OF
 BA0017'AN EAST-WEST FENCE, 182 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 BA0017'AND ABOUT 7 FEET HIGHER THAN THE ROAD. IT IS A STANDARD DISK OF THE
 BA0017'NGS SET IN A DRILL HOLE IN A LIMESTONE OUTCROP, STAMPED S 748 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0202 ***********************************************************************
 BA0202  DESIGNATION -  S 749
 BA0202  PID         -  BA0202
 BA0202  STATE/COUNTY-  TX/PRESIDIO
 BA0202  USGS QUAD   -  LAJITAS (1971)
 BA0202
 BA0202                         *CURRENT SURVEY CONTROL
 BA0202  ___________________________________________________________________
 BA0202* NAD 83(1986)-  29 21 21.     (N)    103 50 47.     (W)     SCALED    
 BA0202* NAVD 88     -       886.231  (meters)    2907.58   (feet)  POSTED    
 BA0202  ___________________________________________________________________
 BA0202  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BA0202  DYNAMIC HT  -         884.780 (meters)    2902.82  (feet)  COMP
 BA0202  MODELED GRAV-     978,980.6   (mgal)                       NAVD 88
 BA0202
 BA0202  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0202
 BA0202.The horizontal coordinates were scaled from a topographic map and have
 BA0202.an estimated accuracy of +/- 6 seconds.
 BA0202
 BA0202.The orthometric height was determined by differential leveling
 BA0202.and adjusted by the National Geodetic Survey in 1992..
 BA0202.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0202.rate of 4.1 thru 8.0 mm/km.
 BA0202
 BA0202.The geoid height was determined by GEOID03.
 BA0202
 BA0202.The dynamic height is computed by dividing the NAVD 88
 BA0202.geopotential number by the normal gravity value computed on the
 BA0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0202.degrees latitude (g = 980.6199 gals.).
 BA0202
 BA0202.The modeled gravity was interpolated from observed gravity values.
 BA0202
 BA0202;                    North         East    Units  Estimated Accuracy
 BA0202;SPC TXSC     - 4,178,480.      129,600.      MT  (+/- 180 meters Scaled)
 BA0202
 BA0202                          SUPERSEDED SURVEY CONTROL
 BA0202
 BA0202  NGVD 29 (??/??/92)  885.869  (m)         2906.39   (f) ADJ UNCH    1 2
 BA0202
 BA0202.Superseded values are not recommended for survey control.
 BA0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0202.See file dsdata.txt to determine how the superseded data were derived.
 BA0202
 BA0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN119479(NAD 83)
 BA0202_MARKER: DB = BENCH MARK DISK
 BA0202_SETTING: 66 = SET IN ROCK OUTCROP
 BA0202_SP_SET: ROCK RIDGE
 BA0202_STAMPING: S 749 1943
 BA0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0202+STABILITY: POSITION/ELEVATION WELL
 BA0202
 BA0202  HISTORY     - Date     Condition        Report By
 BA0202  HISTORY     - 1943     MONUMENTED       CGS
 BA0202  HISTORY     - 1958     GOOD             NGS
 BA0202
 BA0202                          STATION DESCRIPTION
 BA0202
 BA0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0202'2.4 MI W FROM FRESNO MINE OFFICE.
 BA0202'ABOUT 0.9 MILE WEST ALONG A GRADED DIRT ROAD FROM THE FRESNO MINE
 BA0202'OFFICE, THENCE 1.5 MILES WEST ALONG A DIM TRACK ROAD, IN THE TOP OF A
 BA0202'SANDSTONE ROCK, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 60 FEET
 BA0202'NORTH OF THE CENTER LINE OF A WASH, ON THE BANK OF THE WASH, ABOUT 147
 BA0202'YARDS WEST OF FIVE COTTONWOOD TREES AND A SPRING, ABOUT 30 FEET WEST
 BA0202'OF A PILE OF ROCKS SET IN PLACE, ON THE NORTH END OF A ROCK RIDGE, AND
 BA0202'ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0518 ***********************************************************************
 CA0518  DESIGNATION -  S 75
 CA0518  PID         -  CA0518
 CA0518  STATE/COUNTY-  TX/MCCULLOCH
 CA0518  USGS QUAD   -  ROCHELLE (1979)
 CA0518
 CA0518                         *CURRENT SURVEY CONTROL
 CA0518  ___________________________________________________________________
 CA0518* NAD 83(1986)-  31 12 09.     (N)    099 13 47.     (W)     SCALED    
 CA0518* NAVD 88     -       527.757  (meters)    1731.48   (feet)  POSTED    
 CA0518  ___________________________________________________________________
 CA0518  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CA0518  DYNAMIC HT  -         527.040 (meters)    1729.13  (feet)  COMP
 CA0518  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 CA0518
 CA0518  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CA0518
 CA0518.The horizontal coordinates were scaled from a topographic map and have
 CA0518.an estimated accuracy of +/- 6 seconds.
 CA0518
 CA0518.The orthometric height was determined by differential leveling
 CA0518.and adjusted by the National Geodetic Survey in 1992..
 CA0518.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CA0518.rate of 2.1 thru 3.0 mm/km.
 CA0518
 CA0518.The geoid height was determined by GEOID03.
 CA0518
 CA0518.The dynamic height is computed by dividing the NAVD 88
 CA0518.geopotential number by the normal gravity value computed on the
 CA0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0518.degrees latitude (g = 980.6199 gals.).
 CA0518
 CA0518.The modeled gravity was interpolated from observed gravity values.
 CA0518
 CA0518;                    North         East    Units  Estimated Accuracy
 CA0518;SPC TX C     - 3,170,780.      805,160.      MT  (+/- 180 meters Scaled)
 CA0518
 CA0518                          SUPERSEDED SURVEY CONTROL
 CA0518
 CA0518  NGVD 29 (??/??/92)  527.662  (m)         1731.17   (f) ADJ UNCH    1 2
 CA0518
 CA0518.Superseded values are not recommended for survey control.
 CA0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0518.See file dsdata.txt to determine how the superseded data were derived.
 CA0518
 CA0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV781520(NAD 83)
 CA0518_MARKER: DB = BENCH MARK DISK
 CA0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0518_SP_SET: CULVERT
 CA0518_STAMPING: 1731.171 S 75 1931
 CA0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0518
 CA0518  HISTORY     - Date     Condition        Report By
 CA0518  HISTORY     - 1931     MONUMENTED       CGS
 CA0518  HISTORY     - 1935     GOOD             NGS
 CA0518  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0518
 CA0518                          STATION DESCRIPTION
 CA0518
 CA0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0518'1.8 MI SW FROM ROCHELLE.
 CA0518'1.8 MILES SOUTHWEST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 CA0518'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 CA0518'ROCHELLE MCCULLOCH COUNTY, 10 POLES EAST OF MILEPOST 917, NORTH OF THE
 CA0518'TRACK, AND IN THE TOP OF THE WEST END OF A STONE CULVERT.  A STANDARD
 CA0518'DISK, STAMPED 1731.171 S 75 1931.
 CA0518
 CA0518                          STATION RECOVERY (1935)
 CA0518
 CA0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0518'RECOVERED IN GOOD CONDITION.
 CA0518
 CA0518                          STATION RECOVERY (1982)
 CA0518
 CA0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0228 ***********************************************************************
 BA0228  DESIGNATION -  S 750
 BA0228  PID         -  BA0228
 BA0228  STATE/COUNTY-  TX/BREWSTER
 BA0228  USGS QUAD   -  CASTOLON (1971)
 BA0228
 BA0228                         *CURRENT SURVEY CONTROL
 BA0228  ___________________________________________________________________
 BA0228* NAD 83(1986)-  29 13 31.     (N)    103 33 39.     (W)     SCALED    
 BA0228* NAVD 88     -       716.143  (meters)    2349.55   (feet)  ADJUSTED  
 BA0228  ___________________________________________________________________
 BA0228  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BA0228  DYNAMIC HT  -         714.991 (meters)    2345.77  (feet)  COMP
 BA0228  MODELED GRAV-     979,012.2   (mgal)                       NAVD 88
 BA0228
 BA0228  VERT ORDER  -  FIRST     CLASS II
 BA0228
 BA0228.The horizontal coordinates were scaled from a topographic map and have
 BA0228.an estimated accuracy of +/- 6 seconds.
 BA0228
 BA0228.The orthometric height was determined by differential leveling
 BA0228.and adjusted by the National Geodetic Survey in June 1991..
 BA0228
 BA0228.The geoid height was determined by GEOID03.
 BA0228
 BA0228.The dynamic height is computed by dividing the NAVD 88
 BA0228.geopotential number by the normal gravity value computed on the
 BA0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0228.degrees latitude (g = 980.6199 gals.).
 BA0228
 BA0228.The modeled gravity was interpolated from observed gravity values.
 BA0228
 BA0228;                    North         East    Units  Estimated Accuracy
 BA0228;SPC TXSC     - 4,162,910.      156,740.      MT  (+/- 180 meters Scaled)
 BA0228
 BA0228                          SUPERSEDED SURVEY CONTROL
 BA0228
 BA0228  NGVD 29 (??/??/92)  715.726  (m)         2348.18   (f) ADJ UNCH    1 2
 BA0228
 BA0228.Superseded values are not recommended for survey control.
 BA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0228.See file dsdata.txt to determine how the superseded data were derived.
 BA0228
 BA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN398338(NAD 83)
 BA0228_MARKER: DB = BENCH MARK DISK
 BA0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0228_STAMPING: S 750 1943
 BA0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0228+STABILITY: SURFACE MOTION
 BA0228
 BA0228  HISTORY     - Date     Condition        Report By
 BA0228  HISTORY     - 1943     MONUMENTED       CGS
 BA0228  HISTORY     - 1958     GOOD             NGS
 BA0228
 BA0228                          STATION DESCRIPTION
 BA0228
 BA0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0228'8.65 MI NW FROM CASTOLON.
 BA0228'ABOUT 7.6 MILES NORTHWEST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0228'OFFICE AT CASTOLON, THENCE 0.15 MILE SOUTHWEST ALONG A GRADED DIRT
 BA0228'ROAD, THENCE 0.9 MILE NORTHWEST ALONG AN ABANDONED ROAD.  ABOUT 1.15
 BA0228'MILES SOUTHEAST OF B. M. R 750, 37 FEET SOUTHWEST OF THE CENTER LINE
 BA0228'OF THE ROAD, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 BA0228'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 BA0228'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0069 ***********************************************************************
 AW0069  DESIGNATION -  S 751
 AW0069  PID         -  AW0069
 AW0069  STATE/COUNTY-  TX/BRAZORIA
 AW0069  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0069
 AW0069                         *CURRENT SURVEY CONTROL
 AW0069  ___________________________________________________________________
 AW0069* NAD 83(1986)-  29 07 58.     (N)    095 14 03.     (W)     SCALED    
 AW0069* NAVD 88     -         1.45   (+/-2cm)       4.8    (feet)  VERTCON   
 AW0069  ___________________________________________________________________
 AW0069  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0069
 AW0069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0069
 AW0069.The horizontal coordinates were scaled from a topographic map and have
 AW0069.an estimated accuracy of +/- 6 seconds.
 AW0069
 AW0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0069.The vertical order pertains to the NGVD 29 superseded value.
 AW0069
 AW0069.The geoid height was determined by GEOID03.
 AW0069
 AW0069;                    North         East    Units  Estimated Accuracy
 AW0069;SPC TXSC     - 4,149,910.      966,360.      MT  (+/- 180 meters Scaled)
 AW0069
 AW0069                          SUPERSEDED SURVEY CONTROL
 AW0069
 AW0069  NGVD 29 (??/??/92)    1.453  (m)            4.77   (f) ADJ UNCH    2 0
 AW0069
 AW0069.Superseded values are not recommended for survey control.
 AW0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0069.See file dsdata.txt to determine how the superseded data were derived.
 AW0069
 AW0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN826247(NAD 83)
 AW0069_MARKER: DB = BENCH MARK DISK
 AW0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0069_STAMPING: S 751 1942
 AW0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0069+STABILITY: SURFACE MOTION
 AW0069
 AW0069  HISTORY     - Date     Condition        Report By
 AW0069  HISTORY     - 1942     MONUMENTED       CGS
 AW0069  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0069  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0069  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW0069
 AW0069                          STATION DESCRIPTION
 AW0069
 AW0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0069'IN HOSKINS.
 AW0069'AT HOSKINS, BRAZORIA COUNTY, ON A SHELL ROAD, 220 FEET SOUTH OF THE
 AW0069'CROSSING OF THE MISSOURI PACIFIC RAILROAD, 180 FEET SOUTH OF THE MAIN
 AW0069'ENTRANCE TO THE FREEPORT SULPHUR CO. PLANT, 42 FEET WEST OF THE
 AW0069'CENTERLINE OF THE MAIN ROAD, 30 FEET SOUTH OF A TURN-OUT IN THE ROAD,
 AW0069'3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.
 AW0069'A STANDARD DISK, STAMPED S 751 1942 AND SET IN THE TOP OF A CONCRETE
 AW0069'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AW0069
 AW0069                          STATION RECOVERY (1973)
 AW0069
 AW0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0069'MARK NOT FOUND.
 AW0069
 AW0069                          STATION RECOVERY (1978)
 AW0069
 AW0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0069'NOT RECOVERED THIS DATE.
 AW0069
 AW0069                          STATION RECOVERY (1997)
 AW0069
 AW0069'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1195 ***********************************************************************
 AW1195  DESIGNATION -  S 754
 AW1195  PID         -  AW1195
 AW1195  STATE/COUNTY-  TX/BRAZORIA
 AW1195  USGS QUAD   -  SWEENY (1972)
 AW1195
 AW1195                         *CURRENT SURVEY CONTROL
 AW1195  ___________________________________________________________________
 AW1195* NAD 83(1986)-  29 02 23.     (N)    095 39 49.     (W)     SCALED    
 AW1195* NAVD 88     -         5.79   (+/-2cm)      19.0    (feet)  VERTCON   
 AW1195  ___________________________________________________________________
 AW1195  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW1195
 AW1195  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1195
 AW1195.The horizontal coordinates were scaled from a topographic map and have
 AW1195.an estimated accuracy of +/- 6 seconds.
 AW1195
 AW1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1195.The vertical order pertains to the NGVD 29 superseded value.
 AW1195
 AW1195.The geoid height was determined by GEOID03.
 AW1195
 AW1195;                    North         East    Units  Estimated Accuracy
 AW1195;SPC TXSC     - 4,138,340.      924,890.      MT  (+/- 180 meters Scaled)
 AW1195
 AW1195                          SUPERSEDED SURVEY CONTROL
 AW1195
 AW1195  NGVD 29 (??/??/92)    5.814  (m)           19.07   (f) ADJ UNCH    1 1
 AW1195
 AW1195.Superseded values are not recommended for survey control.
 AW1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1195.See file dsdata.txt to determine how the superseded data were derived.
 AW1195
 AW1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN406153(NAD 83)
 AW1195_MARKER: DB = BENCH MARK DISK
 AW1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1195_STAMPING: S 754 1943
 AW1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1195+STABILITY: SURFACE MOTION
 AW1195
 AW1195  HISTORY     - Date     Condition        Report By
 AW1195  HISTORY     - 1943     MONUMENTED       CGS
 AW1195  HISTORY     - 1972     GOOD             NGS
 AW1195  HISTORY     - 1978     GOOD             NGS
 AW1195  HISTORY     - 1988     GOOD             USPSQD
 AW1195
 AW1195                          STATION DESCRIPTION
 AW1195
 AW1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1195'2.1 MI E FROM SWEENY.
 AW1195'2.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW1195'SWEENY, 54 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A ROAD,
 AW1195'48.2 FEET NORTH OF THE NORTH RAIL, 1 1/2 POLES WEST OF MILEPOLE 303,
 AW1195'110 FEET SOUTH OF THE CENTER OF A STEEL GATE, 1.2 FEET NORTH OF A
 AW1195'FENCE, 2 1/2 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A
 AW1195'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 AW1195'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AW1195
 AW1195                          STATION RECOVERY (1978)
 AW1195
 AW1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1195'RECOVERED IN GOOD CONDITION.
 AW1195
 AW1195                          STATION RECOVERY (1988)
 AW1195
 AW1195'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0122 ***********************************************************************
 AM0122  DESIGNATION -  S 755
 AM0122  PID         -  AM0122
 AM0122  STATE/COUNTY-  TX/MATAGORDA
 AM0122  USGS QUAD   -  BAY CITY (1972)
 AM0122
 AM0122                         *CURRENT SURVEY CONTROL
 AM0122  ___________________________________________________________________
 AM0122* NAD 83(1986)-  28 53 09.     (N)    095 56 36.     (W)     SCALED    
 AM0122* NAVD 88     -         8.84   (+/-2cm)      29.0    (feet)  VERTCON   
 AM0122  ___________________________________________________________________
 AM0122  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AM0122
 AM0122  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0122
 AM0122.The horizontal coordinates were scaled from a topographic map and have
 AM0122.an estimated accuracy of +/- 6 seconds.
 AM0122
 AM0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0122.The vertical order pertains to the NGVD 29 superseded value.
 AM0122
 AM0122.The geoid height was determined by GEOID03.
 AM0122
 AM0122;                    North         East    Units  Estimated Accuracy
 AM0122;SPC TXSC     - 4,120,540.      898,100.      MT  (+/- 180 meters Scaled)
 AM0122
 AM0122                          SUPERSEDED SURVEY CONTROL
 AM0122
 AM0122  NGVD 29 (??/??/92)    8.879  (m)           29.13   (f) ADJ UNCH    1 1
 AM0122
 AM0122.Superseded values are not recommended for survey control.
 AM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0122.See file dsdata.txt to determine how the superseded data were derived.
 AM0122
 AM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM129989(NAD 83)
 AM0122_MARKER: DB = BENCH MARK DISK
 AM0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0122_STAMPING: S 755 1943
 AM0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0122+STABILITY: SURFACE MOTION
 AM0122
 AM0122  HISTORY     - Date     Condition        Report By
 AM0122  HISTORY     - 1943     MONUMENTED       CGS
 AM0122  HISTORY     - 1951     GOOD             NGS
 AM0122  HISTORY     - 1978     GOOD             NGS
 AM0122  HISTORY     - 19981115 GOOD             USPSQD
 AM0122
 AM0122                          STATION DESCRIPTION
 AM0122
 AM0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0122'3.7 MI N FROM WADSWORTH.
 AM0122'3.7 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0122'THE STATION AT WADSWORTH, 56 FEET NORTHWEST OF THE CENTER OF A ROAD
 AM0122'CROSSING, 90 FEET SOUTHWEST OF MILEPOST 76, 46.6 FEET WEST OF THE WEST
 AM0122'RAIL, 28.9 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 3 FEET
 AM0122'NORTHEAST OF A FENCE CORNER, 3 FEET SOUTH OF A WITNESS POST, SET IN
 AM0122'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AM0122
 AM0122                          STATION RECOVERY (1978)
 AM0122
 AM0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0122'3.7 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE AT
 AM0122'WADSWORTH, THENCE 0.6 MILE EAST ALONG A SHELL ROAD, AT THE CROSSING
 AM0122'OF THE MISSOURI PACIFIC RAILROAD, 29 FT NORTH OF THE CENTER LINE
 AM0122'OF THE ROAD, 46. FT WEST OF THE WEST RAIL, 3 FT NORTHEAST OF A
 AM0122'FENCE CORNER.
 AM0122
 AM0122                          STATION RECOVERY (1998)
 AM0122
 AM0122'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4347 ***********************************************************************
 AW4347  DESIGNATION -  S 756
 AW4347  PID         -  AW4347
 AW4347  STATE/COUNTY-  TX/BRAZORIA
 AW4347  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4347
 AW4347                         *CURRENT SURVEY CONTROL
 AW4347  ___________________________________________________________________
 AW4347* NAD 83(1986)-  29 07 46.     (N)    095 39 50.     (W)     SCALED    
 AW4347* NAVD 88     -        10.54   (+/-2cm)      34.6    (feet)  VERTCON   
 AW4347  ___________________________________________________________________
 AW4347  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW4347
 AW4347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4347
 AW4347.The horizontal coordinates were scaled from a topographic map and have
 AW4347.an estimated accuracy of +/- 6 seconds.
 AW4347
 AW4347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4347.The vertical order pertains to the NGVD 29 superseded value.
 AW4347
 AW4347.The geoid height was determined by GEOID03.
 AW4347
 AW4347;                    North         East    Units  Estimated Accuracy
 AW4347;SPC TXSC     - 4,148,270.      924,580.      MT  (+/- 180 meters Scaled)
 AW4347
 AW4347                          SUPERSEDED SURVEY CONTROL
 AW4347
 AW4347  NGVD 29 (??/??/92)   10.557  (m)           34.64   (f) ADJ UNCH    2 0
 AW4347
 AW4347.Superseded values are not recommended for survey control.
 AW4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4347.See file dsdata.txt to determine how the superseded data were derived.
 AW4347
 AW4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN408252(NAD 83)
 AW4347_MARKER: DB = BENCH MARK DISK
 AW4347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4347_SP_SET: CULVERT
 AW4347_STAMPING: S 756 1943
 AW4347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4347
 AW4347  HISTORY     - Date     Condition        Report By
 AW4347  HISTORY     - 1943     MONUMENTED       CGS
 AW4347
 AW4347                          STATION DESCRIPTION
 AW4347
 AW4347'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4347'1.5 MI SW FROM WEST COLUMBIA.
 AW4347'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4347'SOUTHWESTERLY 1.5 MILES ALONG STATE HIGHWAY NO. 35 TO A DOUBLE-ARCH
 AW4347'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE
 AW4347'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY NO. 35 AND STATE HIGHWAY
 AW4347'NO. 36, 15.5 FEET NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AW4347'OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE TOP CENTER OF THE
 AW4347'NORTHWEST HEADWALL OF THE DOUBLE-ARCH CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4348 ***********************************************************************
 AW4348  DESIGNATION -  S 756 RESET 1958
 AW4348  PID         -  AW4348
 AW4348  STATE/COUNTY-  TX/BRAZORIA
 AW4348  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4348
 AW4348                         *CURRENT SURVEY CONTROL
 AW4348  ___________________________________________________________________
 AW4348* NAD 83(1986)-  29 07 46.     (N)    095 39 50.     (W)     SCALED    
 AW4348* NAVD 88     -        10.39   (+/-2cm)      34.1    (feet)  VERTCON   
 AW4348  ___________________________________________________________________
 AW4348  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW4348
 AW4348  VERT ORDER  -  THIRD (See Below)
 AW4348
 AW4348.The horizontal coordinates were scaled from a topographic map and have
 AW4348.an estimated accuracy of +/- 6 seconds.
 AW4348
 AW4348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4348.The vertical order pertains to the NGVD 29 superseded value.
 AW4348
 AW4348.The geoid height was determined by GEOID03.
 AW4348
 AW4348;                    North         East    Units  Estimated Accuracy
 AW4348;SPC TXSC     - 4,148,270.      924,580.      MT  (+/- 180 meters Scaled)
 AW4348
 AW4348                          SUPERSEDED SURVEY CONTROL
 AW4348
 AW4348  NGVD 29 (01/29/03)   10.40   (m)           34.1    (f) RESET       3  
 AW4348
 AW4348.Superseded values are not recommended for survey control.
 AW4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4348.See file dsdata.txt to determine how the superseded data were derived.
 AW4348
 AW4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN408252(NAD 83)
 AW4348_MARKER: DD = SURVEY DISK
 AW4348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4348_SP_SET: CULVERT
 AW4348_STAMPING: S 756 RESET 1958
 AW4348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4348+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4348
 AW4348  HISTORY     - Date     Condition        Report By
 AW4348  HISTORY     - 1958     MONUMENTED       TXHD
 AW4348  HISTORY     - 20041118 GOOD             USPSQD
 AW4348
 AW4348                          STATION DESCRIPTION
 AW4348
 AW4348'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4348'1.5 MI S FROM WEST COLUMBIA.
 AW4348'1.5 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TANK AT
 AW4348'WEST COLUMBIA, AT A DOUBLE-ARCH CONCRETE CULVERT, 0.8 MILE SOUTHWEST
 AW4348'OF THE JUNCTION OF STATE HIGHWAY 35 AND STATE HIGHWAY 36, 24.3 FEET
 AW4348'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE HIGHWAY AND
 AW4348'SET HORIZONTALLY IN THE TOP CENTER OF THE NORTHWEST HEADWALL OF THE
 AW4348'CULVERT.
 AW4348
 AW4348                          STATION RECOVERY (2004)
 AW4348
 AW4348'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4348'1 FOOT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4287 ***********************************************************************
 AW4287  DESIGNATION -  S 757
 AW4287  PID         -  AW4287
 AW4287  STATE/COUNTY-  TX/MATAGORDA
 AW4287  USGS QUAD   -  ASHWOOD (1980)
 AW4287
 AW4287                         *CURRENT SURVEY CONTROL
 AW4287  ___________________________________________________________________
 AW4287* NAD 83(1986)-  29 05 40.     (N)    095 51 50.     (W)     SCALED    
 AW4287* NAVD 88     -        14.92   (+/-2cm)      49.0    (feet)  VERTCON   
 AW4287  ___________________________________________________________________
 AW4287  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW4287
 AW4287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4287
 AW4287.The horizontal coordinates were scaled from a topographic map and have
 AW4287.an estimated accuracy of +/- 6 seconds.
 AW4287
 AW4287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4287.The vertical order pertains to the NGVD 29 superseded value.
 AW4287
 AW4287.The geoid height was determined by GEOID03.
 AW4287
 AW4287;                    North         East    Units  Estimated Accuracy
 AW4287;SPC TXSC     - 4,143,860.      905,230.      MT  (+/- 180 meters Scaled)
 AW4287
 AW4287                          SUPERSEDED SURVEY CONTROL
 AW4287
 AW4287  NGVD 29 (??/??/92)   14.94   (m)           49.0    (f) COMPUTED    2 0
 AW4287
 AW4287.Superseded values are not recommended for survey control.
 AW4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4287.See file dsdata.txt to determine how the superseded data were derived.
 AW4287
 AW4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN212218(NAD 83)
 AW4287_MARKER: DB = BENCH MARK DISK
 AW4287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4287_SP_SET: CULVERT
 AW4287_STAMPING: S 757 1943
 AW4287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4287+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4287
 AW4287  HISTORY     - Date     Condition        Report By
 AW4287  HISTORY     - 1943     MONUMENTED       CGS
 AW4287  HISTORY     - 19990818 GOOD             USPSQD
 AW4287  HISTORY     - 20041118 GOOD             USPSQD
 AW4287
 AW4287                          STATION DESCRIPTION
 AW4287
 AW4287'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4287'6.7 MI S FROM PLEDGER.
 AW4287'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED
 AW4287'SOUTHERLY 6.7 MILES ALONG CONCRETE HALF-SLAB ROAD TO A TRIPLE-ARCH
 AW4287'CONCRETE CULVERT NEAR RAILROAD MILE POST NO. 25 AND SITE OF BENCH
 AW4287'MARK.  BENCH MARK IS ABOUT 1.0 MILE SOUTH OF THE RAILROAD SIDING AT
 AW4287'ASHWOOD.  IT IS ABOUT 140.0 FEET EAST OF RAILROAD MILE POST NO. 25,
 AW4287'115.0 FEET SOUTH OF A RAILROAD SIGN ASHWOOD ONE MILE, 15.0 FEET WEST
 AW4287'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HALF-SLAB
 AW4287'ROAD AND IS SET HORIZONTALLY IN THE TOP OF THE WEST HEADWALL OF THE
 AW4287'TRIPLE-ARCH CONCRETE CULVERT.
 AW4287
 AW4287                          STATION RECOVERY (1999)
 AW4287
 AW4287'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4287'RECOVERED IN GOOD CONDITION.
 AW4287
 AW4287                          STATION RECOVERY (2004)
 AW4287
 AW4287'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0446 ***********************************************************************
 AX0446  DESIGNATION -  S 758 RESET 1959
 AX0446  PID         -  AX0446
 AX0446  STATE/COUNTY-  TX/WHARTON
 AX0446  USGS QUAD   -  WHARTON (1980)
 AX0446
 AX0446                         *CURRENT SURVEY CONTROL
 AX0446  ___________________________________________________________________
 AX0446* NAD 83(1986)-  29 19 00.     (N)    096 03 02.     (W)     SCALED    
 AX0446* NAVD 88     -        28.59   (+/-2cm)      93.8    (feet)  VERTCON   
 AX0446  ___________________________________________________________________
 AX0446  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0446
 AX0446  VERT ORDER  -  THIRD (See Below)
 AX0446
 AX0446.The horizontal coordinates were scaled from a topographic map and have
 AX0446.an estimated accuracy of +/- 6 seconds.
 AX0446
 AX0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0446.The vertical order pertains to the NGVD 29 superseded value.
 AX0446
 AX0446.The geoid height was determined by GEOID03.
 AX0446
 AX0446;                    North         East    Units  Estimated Accuracy
 AX0446;SPC TXSC     - 4,168,010.      886,440.      MT  (+/- 180 meters Scaled)
 AX0446
 AX0446                          SUPERSEDED SURVEY CONTROL
 AX0446
 AX0446  NGVD 29 (??/??/??)   28.59   (m)           93.8    (f) RESET       3  
 AX0446
 AX0446.Superseded values are not recommended for survey control.
 AX0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0446.See file dsdata.txt to determine how the superseded data were derived.
 AX0446
 AX0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT864466(NAD 83)
 AX0446_MARKER: DB = BENCH MARK DISK
 AX0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0446_STAMPING: S 758 RESET 1959
 AX0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0446+STABILITY: SURFACE MOTION
 AX0446
 AX0446  HISTORY     - Date     Condition        Report By
 AX0446  HISTORY     - 1959     MONUMENTED       CGS
 AX0446
 AX0446                          STATION DESCRIPTION
 AX0446
 AX0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AX0446'3.6 MI E FROM WHARTON.
 AX0446'TO REACH FROM THE COUNTY COURT HOUSE IN WHARTON, GO NORTH ALONG
 AX0446'HIGHWAY NOS. 59 AND 60, 1.0 MILE TO THE RAILROAD CROSSING AND FARM
 AX0446'ROAD 1301 TO THE RIGHT.  TURN RIGHT AND GO EAST 2.6 MILES TO A T ROAD
 AX0446'TO THE RIGHT CROSSING THE TRACKS AND THE MARK.  IT IS 28 FEET SOUTH OF
 AX0446'THE CENTERLINE OF THE TRACKS, 40 FEET EAST OF THE SOUTH RIGHT-OF-WAY
 AX0446'FENCE LINE AND 2 FEET WEST OF A TELEGRAPH POLE.  A STANDARD DISK
 AX0446'STAMPED S 758 RESET 1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 1
 AX0446'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4142 ***********************************************************************
 AW4142  DESIGNATION -  S 759
 AW4142  PID         -  AW4142
 AW4142  STATE/COUNTY-  TX/BRAZORIA
 AW4142  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4142
 AW4142                         *CURRENT SURVEY CONTROL
 AW4142  ___________________________________________________________________
 AW4142* NAD 83(1986)-  29 10 40.     (N)    095 40 25.     (W)     SCALED    
 AW4142* NAVD 88     -        11.78   (+/-2cm)      38.6    (feet)  VERTCON   
 AW4142  ___________________________________________________________________
 AW4142  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW4142
 AW4142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4142
 AW4142.The horizontal coordinates were scaled from a topographic map and have
 AW4142.an estimated accuracy of +/- 6 seconds.
 AW4142
 AW4142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4142.The vertical order pertains to the NGVD 29 superseded value.
 AW4142
 AW4142.The geoid height was determined by GEOID03.
 AW4142
 AW4142;                    North         East    Units  Estimated Accuracy
 AW4142;SPC TXSC     - 4,153,600.      923,480.      MT  (+/- 180 meters Scaled)
 AW4142
 AW4142                          SUPERSEDED SURVEY CONTROL
 AW4142
 AW4142  NGVD 29 (??/??/92)   11.792  (m)           38.69   (f) ADJ UNCH    2 0
 AW4142
 AW4142.Superseded values are not recommended for survey control.
 AW4142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4142.See file dsdata.txt to determine how the superseded data were derived.
 AW4142
 AW4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN399306(NAD 83)
 AW4142_MARKER: DB = BENCH MARK DISK
 AW4142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4142_SP_SET: CULVERT
 AW4142_STAMPING: S 759 1943
 AW4142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4142
 AW4142  HISTORY     - Date     Condition        Report By
 AW4142  HISTORY     - 1943     MONUMENTED       CGS
 AW4142  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4142  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4142  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4142
 AW4142                          STATION DESCRIPTION
 AW4142
 AW4142'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4142'3.0 MI NW FROM WEST COLUMBIA.
 AW4142'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 35 AND STATE
 AW4142'HIGHWAY NO. 36 AT WEST COLUMBIA.  PROCEED NORTHWESTERLY 3.0 MILES
 AW4142'ALONG STATE HIGHWAY NO. 36 TO A TRIPLE-ARCH CONCRETE CULVERT AND SITE
 AW4142'OF BENCH MARK.  BENCH MARK IS 54.0 FEET NORTHWEST OF THE CENTERLINE OF
 AW4142'A DIRT ROAD LEADING NORTHEAST, 18.0 FEET NORTHEAST OF AND ABOUT 0.7
 AW4142'FOOT ABOVE THE CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN
 AW4142'THE TOP NORTHWEST END OF THE NORTHEAST HEADWALL OF THE TRIPLE-ARCH
 AW4142'CONCRETE CULVERT.
 AW4142
 AW4142                          STATION RECOVERY (1973)
 AW4142
 AW4142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4142'MARK NOT FOUND.
 AW4142
 AW4142                          STATION RECOVERY (1989)
 AW4142
 AW4142'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4142'MARK NOT FOUND.
 AW4142
 AW4142                          STATION RECOVERY (1994)
 AW4142
 AW4142'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0053 ***********************************************************************
 AN0053  DESIGNATION -  S 761
 AN0053  PID         -  AN0053
 AN0053  STATE/COUNTY-  TX/MATAGORDA
 AN0053  USGS QUAD   -  MARKHAM (1995)
 AN0053
 AN0053                         *CURRENT SURVEY CONTROL
 AN0053  ___________________________________________________________________
 AN0053* NAD 83(1986)-  28 53 25.     (N)    096 06 23.     (W)     SCALED    
 AN0053* NAVD 88     -        11.01   (+/-2cm)      36.1    (feet)  VERTCON   
 AN0053  ___________________________________________________________________
 AN0053  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN0053
 AN0053  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0053
 AN0053.The horizontal coordinates were scaled from a topographic map and have
 AN0053.an estimated accuracy of +/- 6 seconds.
 AN0053
 AN0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0053.The vertical order pertains to the NGVD 29 superseded value.
 AN0053
 AN0053.The geoid height was determined by GEOID03.
 AN0053
 AN0053;                    North         East    Units  Estimated Accuracy
 AN0053;SPC TXSC     - 4,120,630.      882,190.      MT  (+/- 180 meters Scaled)
 AN0053
 AN0053                          SUPERSEDED SURVEY CONTROL
 AN0053
 AN0053  NGVD 29 (??/??/92)   11.050  (m)           36.25   (f) ADJ UNCH    1 1
 AN0053
 AN0053.Superseded values are not recommended for survey control.
 AN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0053.See file dsdata.txt to determine how the superseded data were derived.
 AN0053
 AN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS821992(NAD 83)
 AN0053_MARKER: DB = BENCH MARK DISK
 AN0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0053_STAMPING: S 761 1942
 AN0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0053+STABILITY: SURFACE MOTION
 AN0053
 AN0053  HISTORY     - Date     Condition        Report By
 AN0053  HISTORY     - 1942     MONUMENTED       CGS
 AN0053  HISTORY     - 1972     GOOD             NGS
 AN0053  HISTORY     - 1978     GOOD             NGS
 AN0053
 AN0053                          STATION DESCRIPTION
 AN0053
 AN0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0053'6.8 MI E FROM BLESSING.
 AN0053'6.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0053'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, 0.1 MILE EAST OF A
 AN0053'FARMHOUSE, 3/4-POLES EAST OF MILEPOLE 271 1/2, 157.0 FEET SOUTH OF THE
 AN0053'SOUTH RAIL, 79 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF AND
 AN0053'EAST-WEST SHELL ROAD AND A PRIVATE ROAD NORTH, 43.9 FEET EAST OF A
 AN0053'POWER POLE AND IN LINE WITH THE POLES, 30 1/2 FEET SOUTH OF THE CENTER
 AN0053'LINE OF THE SHELL ROAD, 0.7 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL
 AN0053'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 AN0053'FOOT ABOVE THE GROUND.
 AN0053
 AN0053                          STATION RECOVERY (1978)
 AN0053
 AN0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0937 ***********************************************************************
 AJ0937  DESIGNATION -  S 763
 AJ0937  PID         -  AJ0937
 AJ0937  STATE/COUNTY-  TX/ZAPATA
 AJ0937  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0937
 AJ0937                         *CURRENT SURVEY CONTROL
 AJ0937  ___________________________________________________________________
 AJ0937* NAD 83(1986)-  27 13 55.     (N)    099 07 31.     (W)     SCALED    
 AJ0937* NAVD 88     -       160.778  (meters)     527.49   (feet)  ADJUSTED  
 AJ0937  ___________________________________________________________________
 AJ0937  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ0937  DYNAMIC HT  -         160.519 (meters)     526.64  (feet)  COMP
 AJ0937  MODELED GRAV-     979,035.4   (mgal)                       NAVD 88
 AJ0937
 AJ0937  VERT ORDER  -  SECOND    CLASS 0
 AJ0937
 AJ0937.The horizontal coordinates were scaled from a topographic map and have
 AJ0937.an estimated accuracy of +/- 6 seconds.
 AJ0937
 AJ0937.The orthometric height was determined by differential leveling
 AJ0937.and adjusted by the National Geodetic Survey in June 1991..
 AJ0937
 AJ0937.The geoid height was determined by GEOID03.
 AJ0937
 AJ0937.The dynamic height is computed by dividing the NAVD 88
 AJ0937.geopotential number by the normal gravity value computed on the
 AJ0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0937.degrees latitude (g = 980.6199 gals.).
 AJ0937
 AJ0937.The modeled gravity was interpolated from observed gravity values.
 AJ0937
 AJ0937;                    North         East    Units  Estimated Accuracy
 AJ0937;SPC TX S     - 5,173,570.      238,070.      MT  (+/- 180 meters Scaled)
 AJ0937
 AJ0937                          SUPERSEDED SURVEY CONTROL
 AJ0937
 AJ0937  NGVD 29 (??/??/92)  160.814  (m)          527.60   (f) ADJ UNCH    2 0
 AJ0937
 AJ0937.Superseded values are not recommended for survey control.
 AJ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0937.See file dsdata.txt to determine how the superseded data were derived.
 AJ0937
 AJ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR875121(NAD 83)
 AJ0937_MARKER: DB = BENCH MARK DISK
 AJ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0937_STAMPING: S 763 1943
 AJ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0937+STABILITY: SURFACE MOTION
 AJ0937
 AJ0937  HISTORY     - Date     Condition        Report By
 AJ0937  HISTORY     - 1943     MONUMENTED       CGS
 AJ0937  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0937
 AJ0937                          STATION DESCRIPTION
 AJ0937
 AJ0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0937'16.6 MI S FROM AGUILARES.
 AJ0937'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0937'AGUILARES-- PROCEED 16.6 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0937'OF BENCH MARK.  BENCH MARK IS ABOUT 0.65 MILE SOUTHEAST OF A SIDE ROAD
 AJ0937'INTERSECTION LEADING SOUTHWEST TO SAN YGNACIO, AND 11.0 FEET SOUTHWEST
 AJ0937'OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD.  IT IS 6.3 FEET
 AJ0937'NORTHWEST OF TELEPHONE POLE NO. 11, AND 3.0 FEET NORTHWEST OF A
 AJ0937'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AJ0937
 AJ0937                          STATION RECOVERY (1975)
 AJ0937
 AJ0937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0668 ***********************************************************************
 AJ0668  DESIGNATION -  S 764
 AJ0668  PID         -  AJ0668
 AJ0668  STATE/COUNTY-  TX/ZAPATA
 AJ0668  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0668
 AJ0668                         *CURRENT SURVEY CONTROL
 AJ0668  ___________________________________________________________________
 AJ0668* NAD 83(1986)-  27 12 07.     (N)    098 58 06.     (W)     SCALED    
 AJ0668* NAVD 88     -       184.959  (meters)     606.82   (feet)  POSTED    
 AJ0668  ___________________________________________________________________
 AJ0668  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AJ0668  DYNAMIC HT  -         184.660 (meters)     605.84  (feet)  COMP
 AJ0668  MODELED GRAV-     979,029.9   (mgal)                       NAVD 88
 AJ0668
 AJ0668  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0668
 AJ0668.The horizontal coordinates were scaled from a topographic map and have
 AJ0668.an estimated accuracy of +/- 6 seconds.
 AJ0668
 AJ0668.The orthometric height was determined by differential leveling
 AJ0668.and adjusted by the National Geodetic Survey in 1992..
 AJ0668.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0668.rate of 1.1 thru 2.0 mm/km.
 AJ0668
 AJ0668.The geoid height was determined by GEOID03.
 AJ0668
 AJ0668.The dynamic height is computed by dividing the NAVD 88
 AJ0668.geopotential number by the normal gravity value computed on the
 AJ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0668.degrees latitude (g = 980.6199 gals.).
 AJ0668
 AJ0668.The modeled gravity was interpolated from observed gravity values.
 AJ0668
 AJ0668;                    North         East    Units  Estimated Accuracy
 AJ0668;SPC TX S     - 5,170,180.      253,600.      MT  (+/- 180 meters Scaled)
 AJ0668
 AJ0668                          SUPERSEDED SURVEY CONTROL
 AJ0668
 AJ0668  NGVD 29 (??/??/92)  184.991  (m)          606.92   (f) ADJ UNCH    2 0
 AJ0668
 AJ0668.Superseded values are not recommended for survey control.
 AJ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0668.See file dsdata.txt to determine how the superseded data were derived.
 AJ0668
 AJ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR031088(NAD 83)
 AJ0668_MARKER: DB = BENCH MARK DISK
 AJ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0668_STAMPING: S 764 1943
 AJ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0668+STABILITY: SURFACE MOTION
 AJ0668
 AJ0668  HISTORY     - Date     Condition        Report By
 AJ0668  HISTORY     - 1943     MONUMENTED       CGS
 AJ0668
 AJ0668                          STATION DESCRIPTION
 AJ0668
 AJ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0668'17.05 MI S FROM MIRANDO CITY.
 AJ0668'TO REACH FROM THE POST OFFICE AT MIRANDO CITY-- PROCEED 14.7 MILES
 AJ0668'SOUTHERLY ALONG AN IMPROVED AND DIRT COUNTY ROAD TO A SIDE ROAD
 AJ0668'RUNNING PARALLEL WITH A PIPELINE LEADING SOUTHWEST, THENCE 2.35 MILES
 AJ0668'SOUTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS 10.3 FEET
 AJ0668'SOUTHWEST OF THE WEST LEG OF WIND CHARGER NO. 6088, AND 9.5 FEET
 AJ0668'NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.
 AJ0668'IT IS 3.1 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AJ0668'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0980 ***********************************************************************
 AX0980  DESIGNATION -  S 765
 AX0980  PID         -  AX0980
 AX0980  STATE/COUNTY-  TX/FAYETTE
 AX0980  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0980
 AX0980                         *CURRENT SURVEY CONTROL
 AX0980  ___________________________________________________________________
 AX0980* NAD 83(1986)-  29 56 37.     (N)    096 59 20.     (W)     SCALED    
 AX0980* NAVD 88     -        87.446  (meters)     286.90   (feet)  ADJUSTED  
 AX0980  ___________________________________________________________________
 AX0980  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AX0980  DYNAMIC HT  -          87.326 (meters)     286.50  (feet)  COMP
 AX0980  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 AX0980
 AX0980  VERT ORDER  -  FIRST     CLASS I
 AX0980
 AX0980.The horizontal coordinates were scaled from a topographic map and have
 AX0980.an estimated accuracy of +/- 6 seconds.
 AX0980
 AX0980.The orthometric height was determined by differential leveling
 AX0980.and adjusted by the National Geodetic Survey in June 1991..
 AX0980
 AX0980.The geoid height was determined by GEOID03.
 AX0980
 AX0980.The dynamic height is computed by dividing the NAVD 88
 AX0980.geopotential number by the normal gravity value computed on the
 AX0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0980.degrees latitude (g = 980.6199 gals.).
 AX0980
 AX0980.The modeled gravity was interpolated from observed gravity values.
 AX0980
 AX0980;                    North         East    Units  Estimated Accuracy
 AX0980;SPC TXSC     - 4,235,550.      794,130.      MT  (+/- 180 meters Scaled)
 AX0980
 AX0980                          SUPERSEDED SURVEY CONTROL
 AX0980
 AX0980  NGVD 29 (??/??/92)   87.395  (m)          286.73   (f) ADJ UNCH    1 1
 AX0980
 AX0980.Superseded values are not recommended for survey control.
 AX0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0980.See file dsdata.txt to determine how the superseded data were derived.
 AX0980
 AX0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU940142(NAD 83)
 AX0980_MARKER: DB = BENCH MARK DISK
 AX0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0980_STAMPING: S 765 1943
 AX0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0980+STABILITY: SURFACE MOTION
 AX0980
 AX0980  HISTORY     - Date     Condition        Report By
 AX0980  HISTORY     - 1943     MONUMENTED       CGS
 AX0980  HISTORY     - 1972     GOOD             NGS
 AX0980  HISTORY     - 1978     GOOD             NGS
 AX0980  HISTORY     - 19970607 GOOD             USPSQD
 AX0980
 AX0980                          STATION DESCRIPTION
 AX0980
 AX0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0980'1.45 MI NW FROM PLUM.
 AX0980'1.45 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0980'CROSSING OF AN ASPHALT ROAD AT PLUM, 0.1 MILE SOUTHEAST OF A PRIVATE
 AX0980'ROAD CROSSING, 7 1/2 FEET SOUTHEAST OF MILE POLE 981, 39.7 FEET
 AX0980'NORTHEAST OF THE NORTHEAST RAIL, 40.6 FEET SOUTHWEST OF THE CENTER
 AX0980'LINE OF A GRAVEL ROAD PARALLELING THE RAILROAD, 1.5 FEET NORTGHWEST OF
 AX0980'A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, SET IN THE TOP OF A
 AX0980'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX0980
 AX0980                          STATION RECOVERY (1978)
 AX0980
 AX0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0980'RECOVERED IN GOOD CONDITION.
 AX0980
 AX0980                          STATION RECOVERY (1997)
 AX0980
 AX0980'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1036 ***********************************************************************
 AX1036  DESIGNATION -  S 766
 AX1036  PID         -  AX1036
 AX1036  STATE/COUNTY-  TX/COLORADO
 AX1036  USGS QUAD   -  INDUSTRY (1981)
 AX1036
 AX1036                         *CURRENT SURVEY CONTROL
 AX1036  ___________________________________________________________________
 AX1036* NAD 83(1986)-  29 55 18.     (N)    096 35 46.     (W)     SCALED    
 AX1036* NAVD 88     -        84.164  (meters)     276.13   (feet)  ADJUSTED  
 AX1036  ___________________________________________________________________
 AX1036  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1036  DYNAMIC HT  -          84.048 (meters)     275.75  (feet)  COMP
 AX1036  MODELED GRAV-     979,270.8   (mgal)                       NAVD 88
 AX1036
 AX1036  VERT ORDER  -  FIRST     CLASS I
 AX1036
 AX1036.The horizontal coordinates were scaled from a topographic map and have
 AX1036.an estimated accuracy of +/- 6 seconds.
 AX1036
 AX1036.The orthometric height was determined by differential leveling
 AX1036.and adjusted by the National Geodetic Survey in June 1991..
 AX1036
 AX1036.The geoid height was determined by GEOID03.
 AX1036
 AX1036.The dynamic height is computed by dividing the NAVD 88
 AX1036.geopotential number by the normal gravity value computed on the
 AX1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1036.degrees latitude (g = 980.6199 gals.).
 AX1036
 AX1036.The modeled gravity was interpolated from observed gravity values.
 AX1036
 AX1036;                    North         East    Units  Estimated Accuracy
 AX1036;SPC TXSC     - 4,233,830.      832,090.      MT  (+/- 180 meters Scaled)
 AX1036
 AX1036                          SUPERSEDED SURVEY CONTROL
 AX1036
 AX1036  NGVD 29 (12/23/87)   84.125  (m)          276.00   (f) ADJUSTED    1 1
 AX1036
 AX1036.Superseded values are not recommended for survey control.
 AX1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1036.See file dsdata.txt to determine how the superseded data were derived.
 AX1036
 AX1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU320125(NAD 83)
 AX1036_MARKER: DB = BENCH MARK DISK
 AX1036_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AX1036_SP_SET: BRIDGE ABUTMENT
 AX1036_STAMPING: S 766 1943
 AX1036_MARK LOGO: CGS   
 AX1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1036
 AX1036  HISTORY     - Date     Condition        Report By
 AX1036  HISTORY     - 1943     MONUMENTED       CGS
 AX1036  HISTORY     - 1973     GOOD             NGS
 AX1036  HISTORY     - 1976     GOOD             NGS
 AX1036  HISTORY     - 1976     GOOD             NGS
 AX1036  HISTORY     - 1978     GOOD             NGS
 AX1036  HISTORY     - 1986     GOOD             NGS
 AX1036
 AX1036                          STATION DESCRIPTION
 AX1036
 AX1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1036'5.35 MI E FROM FAYETTEVILLE.
 AX1036'5.35 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1036'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 0.2 MILE EAST OF THE
 AX1036'CROSSING OF A DIRT ROAD, 13 POLES WEST OF MILE POLE 1007, IN THE TOP
 AX1036'AND 1.9 FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 AX1036'RAILROAD BRIDGE 1006.5 OVER BOGGY CREEK, 7.3 FEET NORTH OF THE NORTH
 AX1036'RAIL, AND ABOUT 0.5 FOOT LOWER THAN THE TRACK.
 AX1036
 AX1036                          STATION RECOVERY (1976)
 AX1036
 AX1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1036'RECOVERED IN GOOD CONDITION.
 AX1036
 AX1036                          STATION RECOVERY (1976)
 AX1036
 AX1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1036'RECOVERED IN GOOD CONDITION.
 AX1036
 AX1036                          STATION RECOVERY (1978)
 AX1036
 AX1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1036'RECOVERED IN GOOD CONDITION.
 AX1036
 AX1036                          STATION RECOVERY (1986)
 AX1036
 AX1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0026 ***********************************************************************
 AX0026  DESIGNATION -  S 767
 AX0026  PID         -  AX0026
 AX0026  STATE/COUNTY-  TX/AUSTIN
 AX0026  USGS QUAD   -  SEALY (1981)
 AX0026
 AX0026                         *CURRENT SURVEY CONTROL
 AX0026  ___________________________________________________________________
 AX0026* NAD 83(1986)-  29 48 14.     (N)    096 13 17.     (W)     SCALED    
 AX0026* NAVD 88     -        67.840  (meters)     222.57   (feet)  ADJUSTED  
 AX0026  ___________________________________________________________________
 AX0026  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0026  DYNAMIC HT  -          67.747 (meters)     222.27  (feet)  COMP
 AX0026  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 AX0026
 AX0026  VERT ORDER  -  FIRST     CLASS I
 AX0026
 AX0026.The horizontal coordinates were scaled from a topographic map and have
 AX0026.an estimated accuracy of +/- 6 seconds.
 AX0026
 AX0026.The orthometric height was determined by differential leveling
 AX0026.and adjusted by the National Geodetic Survey in June 1991..
 AX0026
 AX0026.The geoid height was determined by GEOID03.
 AX0026
 AX0026.The dynamic height is computed by dividing the NAVD 88
 AX0026.geopotential number by the normal gravity value computed on the
 AX0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0026.degrees latitude (g = 980.6199 gals.).
 AX0026
 AX0026.The modeled gravity was interpolated from observed gravity values.
 AX0026
 AX0026;                    North         East    Units  Estimated Accuracy
 AX0026;SPC TXSC     - 4,221,580.      868,570.      MT  (+/- 180 meters Scaled)
 AX0026
 AX0026                          SUPERSEDED SURVEY CONTROL
 AX0026
 AX0026  NGVD 29 (12/23/87)   67.815  (m)          222.49   (f) ADJUSTED    1 1
 AX0026
 AX0026.Superseded values are not recommended for survey control.
 AX0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0026.See file dsdata.txt to determine how the superseded data were derived.
 AX0026
 AX0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU685002(NAD 83)
 AX0026_MARKER: DB = BENCH MARK DISK
 AX0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0026_SP_SET: CULVERT HEADWALL
 AX0026_STAMPING: S 767 1943
 AX0026_MARK LOGO: CGS   
 AX0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0026+STABILITY: SURFACE MOTION
 AX0026
 AX0026  HISTORY     - Date     Condition        Report By
 AX0026  HISTORY     - 1943     MONUMENTED       CGS
 AX0026  HISTORY     - 1973     GOOD             NGS
 AX0026  HISTORY     - 1976     GOOD             NGS
 AX0026  HISTORY     - 1976     GOOD             NGS
 AX0026  HISTORY     - 1978     GOOD             NGS
 AX0026  HISTORY     - 1986     GOOD             NGS
 AX0026
 AX0026                          STATION DESCRIPTION
 AX0026
 AX0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0026'4.1 MI NW FROM SEALY.
 AX0026'4.1 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0026'CROSSING OF STATE HIGHWAY 36 AT SEALY, 4 1/2 POLES SOUTHEAST OF MILE
 AX0026'POLE 1031, IN THE TOP AND 0.8 FOOT NORTHWEST OF THE SOUTHEAST END OF
 AX0026'THE SOUTHWEST CONCRETE HEADWALL OF A DOUBLE BOX CULVERT, 8.0 FEET
 AX0026'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 AX0026'TRACK.
 AX0026
 AX0026                          STATION RECOVERY (1976)
 AX0026
 AX0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0026'RECOVERED IN GOOD CONDITION.
 AX0026
 AX0026                          STATION RECOVERY (1976)
 AX0026
 AX0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0026'RECOVERED IN GOOD CONDITION.
 AX0026
 AX0026                          STATION RECOVERY (1978)
 AX0026
 AX0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0026'RECOVERED IN GOOD CONDITION.
 AX0026
 AX0026                          STATION RECOVERY (1986)
 AX0026
 AX0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4489 ***********************************************************************
 AW4489  DESIGNATION -  S 768 RESET 1964
 AW4489  PID         -  AW4489
 AW4489  STATE/COUNTY-  TX/HARRIS
 AW4489  USGS QUAD   -  KATY (1980)
 AW4489
 AW4489                         *CURRENT SURVEY CONTROL
 AW4489  ___________________________________________________________________
 AW4489* NAD 83(1986)-  29 47 06.     (N)    095 46 25.     (W)     SCALED    
 AW4489* NAVD 88     -        40.82   (+/-2cm)     133.9    (feet)  VERTCON   
 AW4489  ___________________________________________________________________
 AW4489  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW4489
 AW4489  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW4489
 AW4489.The horizontal coordinates were scaled from a topographic map and have
 AW4489.an estimated accuracy of +/- 6 seconds.
 AW4489
 AW4489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4489.The vertical order pertains to the NGVD 29 superseded value.
 AW4489
 AW4489.The geoid height was determined by GEOID03.
 AW4489
 AW4489;                    North         East    Units  Estimated Accuracy
 AW4489;SPC TXSC     - 4,220,600.      911,900.      MT  (+/- 180 meters Scaled)
 AW4489
 AW4489                          SUPERSEDED SURVEY CONTROL
 AW4489
 AW4489  NGVD 29 (??/??/92)   40.810  (m)          133.89   (f) ADJ UNCH    1 1
 AW4489
 AW4489.Superseded values are not recommended for survey control.
 AW4489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4489.See file dsdata.txt to determine how the superseded data were derived.
 AW4489
 AW4489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN318981(NAD 83)
 AW4489_MARKER: DB = BENCH MARK DISK
 AW4489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4489_SP_SET: CULVERT
 AW4489_STAMPING: S 768 RESET 1964
 AW4489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4489
 AW4489  HISTORY     - Date     Condition        Report By
 AW4489  HISTORY     - 1964     MONUMENTED       CGS
 AW4489  HISTORY     - 1973     GOOD             NGS
 AW4489  HISTORY     - 1976     GOOD             NGS
 AW4489  HISTORY     - 1976     GOOD             NGS
 AW4489  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW4489
 AW4489                          STATION DESCRIPTION
 AW4489
 AW4489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4489'2.8 MI SE FROM KATY.
 AW4489'ABOUT 2.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4489'STATION AT KATY, ABOUT 0.05 MILE SOUTH OF AND ACROSS OF I-10, 59 FEET
 AW4489'SOUTH OF THE CENTER OF THE EASTBOUND LANE OF I-10, 21.3 FEET NORTH OF
 AW4489'AN ACCESS ROAD, ABOUT 100 YARDS WEST OF TWO POWER LINE POLES WHICH
 AW4489'SUPPORT THREE TRANSFORMERS, SET IN THE TOP OF THE NORTH HEADWALL OF A
 AW4489'CONCRETE BOX CULVERT UNDER THE ACCESS ROAD, 6 FEET WEST OF THE EAST
 AW4489'END OF THE HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
 AW4489
 AW4489                          STATION RECOVERY (1976)
 AW4489
 AW4489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW4489'RECOVERED IN GOOD CONDITION.
 AW4489
 AW4489                          STATION RECOVERY (1976)
 AW4489
 AW4489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW4489'RECOVERED IN GOOD CONDITION.
 AW4489
 AW4489                          STATION RECOVERY (1994)
 AW4489
 AW4489'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4566 ***********************************************************************
 AW4566  DESIGNATION -  S 769
 AW4566  PID         -  AW4566
 AW4566  STATE/COUNTY-  TX/FORT BEND
 AW4566  USGS QUAD   -  FULSHEAR (1980)
 AW4566
 AW4566                         *CURRENT SURVEY CONTROL
 AW4566  ___________________________________________________________________
 AW4566* NAD 83(1986)-  29 41 30.     (N)    095 52 42.     (W)     SCALED    
 AW4566* NAVD 88     -        41.40   (+/-2cm)     135.8    (feet)  VERTCON   
 AW4566  ___________________________________________________________________
 AW4566  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW4566
 AW4566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4566
 AW4566.The horizontal coordinates were scaled from a topographic map and have
 AW4566.an estimated accuracy of +/- 6 seconds.
 AW4566
 AW4566.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4566.The vertical order pertains to the NGVD 29 superseded value.
 AW4566
 AW4566.The geoid height was determined by GEOID03.
 AW4566
 AW4566;                    North         East    Units  Estimated Accuracy
 AW4566;SPC TXSC     - 4,209,990.      902,050.      MT  (+/- 180 meters Scaled)
 AW4566
 AW4566                          SUPERSEDED SURVEY CONTROL
 AW4566
 AW4566  NGVD 29 (??/??/92)   41.395  (m)          135.81   (f) ADJ UNCH    2 0
 AW4566
 AW4566.Superseded values are not recommended for survey control.
 AW4566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4566.See file dsdata.txt to determine how the superseded data were derived.
 AW4566
 AW4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN214880(NAD 83)
 AW4566_MARKER: DB = BENCH MARK DISK
 AW4566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4566_STAMPING: S 769 1943
 AW4566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4566+STABILITY: SURFACE MOTION
 AW4566
 AW4566  HISTORY     - Date     Condition        Report By
 AW4566  HISTORY     - 1943     MONUMENTED       CGS
 AW4566  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4566  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4566  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4566  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4566
 AW4566                          STATION DESCRIPTION
 AW4566
 AW4566'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4566'1.25 MI E FROM FULSHEAR.
 AW4566'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4566'STATION AT FULSHEAR-- PROCEED 1.25 MILES EASTERLY ALONG THE RAILROAD
 AW4566'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE WEST OF MILEPOST
 AW4566'32, AND ABOUT 0.2 MILE EAST OF SIGN POST FULSHEAR ONE MILE. IT IS 41.8
 AW4566'FEET NORTH OF AND ABOUT 1.3 FEET BELOW THE NORTH RAIL OF TRACK, 44.0
 AW4566'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AW4566'5.5 FEET NORTHWEST OF A TELEPHONE POLE, AND 3.5 FEET EAST OF A
 AW4566'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT. A STANDARD
 AW4566'DISK, STAMPED S 769 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AW4566
 AW4566                          STATION RECOVERY (1971)
 AW4566
 AW4566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4566'MARK NOT FOUND.
 AW4566
 AW4566                          STATION RECOVERY (1987)
 AW4566
 AW4566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4566'NOT RECOVERED.
 AW4566
 AW4566                          STATION RECOVERY (1995)
 AW4566
 AW4566'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4566'MARK NOT FOUND.
 AW4566
 AW4566                          STATION RECOVERY (2004)
 AW4566
 AW4566'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0312 ***********************************************************************
 BN0312  DESIGNATION -  S 77
 BN0312  PID         -  BN0312
 BN0312  STATE/COUNTY-  TX/KIMBLE
 BN0312  USGS QUAD   -  JUNCTION (1974)
 BN0312
 BN0312                         *CURRENT SURVEY CONTROL
 BN0312  ___________________________________________________________________
 BN0312* NAD 83(1986)-  30 29 00.     (N)    099 46 46.     (W)     SCALED    
 BN0312* NAVD 88     -       524.715  (meters)    1721.50   (feet)  ADJUSTED  
 BN0312  ___________________________________________________________________
 BN0312  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 BN0312  DYNAMIC HT  -         523.974 (meters)    1719.07  (feet)  COMP
 BN0312  MODELED GRAV-     979,212.6   (mgal)                       NAVD 88
 BN0312
 BN0312  VERT ORDER  -  FIRST     CLASS II
 BN0312
 BN0312.The horizontal coordinates were scaled from a topographic map and have
 BN0312.an estimated accuracy of +/- 6 seconds.
 BN0312
 BN0312.The orthometric height was determined by differential leveling
 BN0312.and adjusted by the National Geodetic Survey in June 1991..
 BN0312
 BN0312.The geoid height was determined by GEOID03.
 BN0312
 BN0312.The dynamic height is computed by dividing the NAVD 88
 BN0312.geopotential number by the normal gravity value computed on the
 BN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0312.degrees latitude (g = 980.6199 gals.).
 BN0312
 BN0312.The modeled gravity was interpolated from observed gravity values.
 BN0312
 BN0312;                    North         East    Units  Estimated Accuracy
 BN0312;SPC TX C     - 3,090,670.      753,180.      MT  (+/- 180 meters Scaled)
 BN0312
 BN0312                          SUPERSEDED SURVEY CONTROL
 BN0312
 BN0312  NGVD 29 (??/??/92)  524.666  (m)         1721.34   (f) ADJ UNCH    1 2
 BN0312
 BN0312.Superseded values are not recommended for survey control.
 BN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0312.See file dsdata.txt to determine how the superseded data were derived.
 BN0312
 BN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU251726(NAD 83)
 BN0312_MARKER: DB = BENCH MARK DISK
 BN0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0312_STAMPING: 1721.342 S 77 1931
 BN0312_MARK LOGO: CGS   
 BN0312_PROJECTION: PROJECTING 5 CENTIMETERS
 BN0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0312+STABILITY: SURFACE MOTION
 BN0312
 BN0312  HISTORY     - Date     Condition        Report By
 BN0312  HISTORY     - 1931     MONUMENTED       CGS
 BN0312  HISTORY     - 1935     GOOD             NGS
 BN0312  HISTORY     - 1981     GOOD             NGS
 BN0312  HISTORY     - 1990     GOOD             USPSQD
 BN0312  HISTORY     - 1991     GOOD             USPSQD
 BN0312  HISTORY     - 19950805 GOOD             USPSQD
 BN0312
 BN0312                          STATION DESCRIPTION
 BN0312
 BN0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0312'IN JUNCTION.
 BN0312'AT JUNCTION, KIMBLE COUNTY, IN THE NORTHEAST CORNER OF THE CEMETERY,
 BN0312'50 FEET SOUTH OF U.S. HIGHWAY 83, AND 12 FEET SOUTH OF A FENCE.  A
 BN0312'STANDARD DISK, STAMPED 1721.342 S 77 1931 AND SET IN THE TOP OF A
 BN0312'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 BN0312
 BN0312                          STATION RECOVERY (1935)
 BN0312
 BN0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0312'RECOVERED IN GOOD CONDITION.
 BN0312
 BN0312                          STATION RECOVERY (1981)
 BN0312
 BN0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0312'IN JUNCTION, AT THE NORTHEAST CORNER OF THE CITY CEMETERY AT THE
 BN0312'INTERSECTION OF EIGHTEENTH STREET AND SOUTH LLANO STREET (U.S. HIGHWAY
 BN0312'377), 61.3 METERS (201.1 FT) WEST OF THE CENTER OF THE STREET, 13.8
 BN0312'METERS (45.3 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 4.1 METERS (13.5
 BN0312'FT) SOUTH OF THE NORTHEAST CORNER OF A STONE FENCE AROUND THE CEMETERY
 BN0312'AND 0.5 METER (1.6 FT) EAST OF THE FENCE.
 BN0312'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BN0312'THE MARK IS ABOVE LEVEL WITH THE STREET.
 BN0312
 BN0312                          STATION RECOVERY (1990)
 BN0312
 BN0312'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0312'RECOVERED IN GOOD CONDITION.
 BN0312
 BN0312                          STATION RECOVERY (1991)
 BN0312
 BN0312'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0312'RECOVERED IN GOOD CONDITION.
 BN0312
 BN0312                          STATION RECOVERY (1995)
 BN0312
 BN0312'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0840 ***********************************************************************
 AE0840  DESIGNATION -  S 770
 AE0840  PID         -  AE0840
 AE0840  STATE/COUNTY-  TX/STARR
 AE0840  USGS QUAD   -  LA GLORIA (1993)
 AE0840
 AE0840                         *CURRENT SURVEY CONTROL
 AE0840  ___________________________________________________________________
 AE0840* NAD 83(1986)-  26 42 49.     (N)    098 34 08.     (W)     SCALED    
 AE0840* NAVD 88     -       115.929  (meters)     380.34   (feet)  ADJUSTED  
 AE0840  ___________________________________________________________________
 AE0840  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AE0840  DYNAMIC HT  -         115.739 (meters)     379.72  (feet)  COMP
 AE0840  MODELED GRAV-     979,006.6   (mgal)                       NAVD 88
 AE0840
 AE0840  VERT ORDER  -  SECOND    CLASS 0
 AE0840
 AE0840.The horizontal coordinates were scaled from a topographic map and have
 AE0840.an estimated accuracy of +/- 6 seconds.
 AE0840
 AE0840.The orthometric height was determined by differential leveling
 AE0840.and adjusted by the National Geodetic Survey in June 1991..
 AE0840
 AE0840.The geoid height was determined by GEOID03.
 AE0840
 AE0840.The dynamic height is computed by dividing the NAVD 88
 AE0840.geopotential number by the normal gravity value computed on the
 AE0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0840.degrees latitude (g = 980.6199 gals.).
 AE0840
 AE0840.The modeled gravity was interpolated from observed gravity values.
 AE0840
 AE0840;                    North         East    Units  Estimated Accuracy
 AE0840;SPC TX S     - 5,116,000.      293,150.      MT  (+/- 180 meters Scaled)
 AE0840
 AE0840                          SUPERSEDED SURVEY CONTROL
 AE0840
 AE0840  NGVD 29 (??/??/92)  115.990  (m)          380.54   (f) ADJ UNCH    2 0
 AE0840
 AE0840.Superseded values are not recommended for survey control.
 AE0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0840.See file dsdata.txt to determine how the superseded data were derived.
 AE0840
 AE0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ428547(NAD 83)
 AE0840_MARKER: DB = BENCH MARK DISK
 AE0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0840_STAMPING: S 770 1942
 AE0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0840+STABILITY: SURFACE MOTION
 AE0840
 AE0840  HISTORY     - Date     Condition        Report By
 AE0840  HISTORY     - 1942     MONUMENTED       CGS
 AE0840  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0840
 AE0840                          STATION DESCRIPTION
 AE0840
 AE0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0840'2.7 MI W FROM LA GLORIA.
 AE0840'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 2.7 MILES
 AE0840'WESTERLY ALONG A COUNTY GRADED ROAD TO THE INTERSECTION OF A DIRT
 AE0840'TRACK ROAD LEADING SOUTH THROUGH A WOODEN GATE AND SITE OF BENCH MARK.
 AE0840'BENCH MARK IS 43.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0840'CENTERLINE OF THE ROAD.  IT IS 21.4 FEET WEST OF THE CENTERLINE OF A
 AE0840'DIRT TRACK ROAD LEADING SOUTH THROUGH A WOODEN GATE, 0.8 FOOT NORTH OF
 AE0840'THE SOUTH RIGHT-OF-WAY FENCE.  MONUMENT IS 2.7 FEET EAST OF A 4X4 INCH
 AE0840'WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AE0840
 AE0840                          STATION RECOVERY (1972)
 AE0840
 AE0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0791 ***********************************************************************
 AE0791  DESIGNATION -  S 771
 AE0791  PID         -  AE0791
 AE0791  STATE/COUNTY-  TX/ZAPATA
 AE0791  USGS QUAD   -  LAS ESCOBAS RANCH (1993)
 AE0791
 AE0791                         *CURRENT SURVEY CONTROL
 AE0791  ___________________________________________________________________
 AE0791* NAD 83(1986)-  26 42 33.     (N)    098 59 11.     (W)     SCALED    
 AE0791* NAVD 88     -       141.803  (meters)     465.23   (feet)  ADJUSTED  
 AE0791  ___________________________________________________________________
 AE0791  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AE0791  DYNAMIC HT  -         141.573 (meters)     464.48  (feet)  COMP
 AE0791  MODELED GRAV-     979,019.8   (mgal)                       NAVD 88
 AE0791
 AE0791  VERT ORDER  -  SECOND    CLASS 0
 AE0791
 AE0791.The horizontal coordinates were scaled from a topographic map and have
 AE0791.an estimated accuracy of +/- 6 seconds.
 AE0791
 AE0791.The orthometric height was determined by differential leveling
 AE0791.and adjusted by the National Geodetic Survey in June 1991..
 AE0791
 AE0791.The geoid height was determined by GEOID03.
 AE0791
 AE0791.The dynamic height is computed by dividing the NAVD 88
 AE0791.geopotential number by the normal gravity value computed on the
 AE0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0791.degrees latitude (g = 980.6199 gals.).
 AE0791
 AE0791.The modeled gravity was interpolated from observed gravity values.
 AE0791
 AE0791;                    North         East    Units  Estimated Accuracy
 AE0791;SPC TX S     - 5,115,590.      251,610.      MT  (+/- 180 meters Scaled)
 AE0791
 AE0791                          SUPERSEDED SURVEY CONTROL
 AE0791
 AE0791  NGVD 29 (??/??/92)  141.857  (m)          465.41   (f) ADJ UNCH    2 0
 AE0791
 AE0791.Superseded values are not recommended for survey control.
 AE0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0791.See file dsdata.txt to determine how the superseded data were derived.
 AE0791
 AE0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ013542(NAD 83)
 AE0791_MARKER: DB = BENCH MARK DISK
 AE0791_SETTING: 66 = SET IN ROCK OUTCROP
 AE0791_SP_SET: LIMESTONE ROCK OUTCROP
 AE0791_STAMPING: S 771 1942
 AE0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0791+STABILITY: POSITION/ELEVATION WELL
 AE0791
 AE0791  HISTORY     - Date     Condition        Report By
 AE0791  HISTORY     - 1942     MONUMENTED       CGS
 AE0791
 AE0791                          STATION DESCRIPTION
 AE0791
 AE0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0791'17.6 MI SW FROM GUERRA.
 AE0791'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0791'GUERRA) PROCEED 10.9 MILES SOUTHWEST ALONG A DIRT ROAD TO THE JUNCTION
 AE0791'OF A COUNTY GRAVEL ROAD, THENCE CONTINUE 2.1 MILES SOUTH ALONG GRAVEL
 AE0791'ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING WESTERLY, THENCE 2.0
 AE0791'MILES WESTERLY ALONG A WINDING DIRT TRACK ROAD TO THE INTERSECTION OF
 AE0791'A TRACK ROAD RUNNING NORTHEAST AND SOUTHWEST ALONG A FENCE LINE, AND
 AE0791'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN A LARGE
 AE0791'LIMESTONE ROCK OUTCROP.  IT IS 24.0 FEET SOUTH OF THE CENTERLINE OF
 AE0791'INTERSECTION, IT IS 19.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW
 AE0791'THE CENTERLINE OF DIRT ROAD, 12.0 FEET SOUTHEAST OF THE CENTERLINE OF
 AE0791'ROAD RUNNING NORTHEAST AND SOUTHWEST ALONG FENCE LINE. 9.0 FEET
 AE0791'SOUTHEAST OF THE PASTURE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1216 ***********************************************************************
 AE1216  DESIGNATION -  S 772
 AE1216  PID         -  AE1216
 AE1216  STATE/COUNTY-  TX/STARR
 AE1216  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1216
 AE1216                         *CURRENT SURVEY CONTROL
 AE1216  ___________________________________________________________________
 AE1216* NAD 83(1986)-  26 28 37.     (N)    099 02 51.     (W)     SCALED    
 AE1216* NAVD 88     -        97.790  (meters)     320.83   (feet)  ADJUSTED  
 AE1216  ___________________________________________________________________
 AE1216  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AE1216  DYNAMIC HT  -          97.630 (meters)     320.31  (feet)  COMP
 AE1216  MODELED GRAV-     979,004.1   (mgal)                       NAVD 88
 AE1216
 AE1216  VERT ORDER  -  FIRST     CLASS II
 AE1216
 AE1216.The horizontal coordinates were scaled from a topographic map and have
 AE1216.an estimated accuracy of +/- 6 seconds.
 AE1216
 AE1216.The orthometric height was determined by differential leveling
 AE1216.and adjusted by the National Geodetic Survey in June 1991..
 AE1216
 AE1216.The geoid height was determined by GEOID03.
 AE1216
 AE1216.The dynamic height is computed by dividing the NAVD 88
 AE1216.geopotential number by the normal gravity value computed on the
 AE1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1216.degrees latitude (g = 980.6199 gals.).
 AE1216
 AE1216.The modeled gravity was interpolated from observed gravity values.
 AE1216
 AE1216;                    North         East    Units  Estimated Accuracy
 AE1216;SPC TX S     - 5,089,890.      245,410.      MT  (+/- 180 meters Scaled)
 AE1216
 AE1216                          SUPERSEDED SURVEY CONTROL
 AE1216
 AE1216  NGVD 29 (??/??/92)   97.825  (m)          320.95   (f) ADJ UNCH    1 2
 AE1216
 AE1216.Superseded values are not recommended for survey control.
 AE1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1216.See file dsdata.txt to determine how the superseded data were derived.
 AE1216
 AE1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ952285(NAD 83)
 AE1216_MARKER: DB = BENCH MARK DISK
 AE1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1216_SP_SET: CULVERT
 AE1216_STAMPING: S 772 1942
 AE1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1216
 AE1216  HISTORY     - Date     Condition        Report By
 AE1216  HISTORY     - 1942     MONUMENTED       CGS
 AE1216  HISTORY     - 1956     GOOD             NGS
 AE1216  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1216
 AE1216                          STATION DESCRIPTION
 AE1216
 AE1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1216'5.3 MI NW FROM ROMA.
 AE1216'5.3 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE1216'ROMA, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AE1216'TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE
 AE1216'CULVERT.
 AE1216
 AE1216                          STATION RECOVERY (1981)
 AE1216
 AE1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1216'MARK NOT RECOVERED, HEADWALL APPEARS REPLACED WITH NEW ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0897 ***********************************************************************
 AE0897  DESIGNATION -  S 773
 AE0897  PID         -  AE0897
 AE0897  STATE/COUNTY-  TX/JIM HOGG
 AE0897  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0897
 AE0897                         *CURRENT SURVEY CONTROL
 AE0897  ___________________________________________________________________
 AE0897* NAD 83(1986)-  26 51 49.     (N)    098 36 44.     (W)     SCALED    
 AE0897* NAVD 88     -       135.217  (meters)     443.62   (feet)  ADJUSTED  
 AE0897  ___________________________________________________________________
 AE0897  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AE0897  DYNAMIC HT  -         134.996 (meters)     442.90  (feet)  COMP
 AE0897  MODELED GRAV-     979,014.6   (mgal)                       NAVD 88
 AE0897
 AE0897  VERT ORDER  -  SECOND    CLASS 0
 AE0897
 AE0897.The horizontal coordinates were scaled from a topographic map and have
 AE0897.an estimated accuracy of +/- 6 seconds.
 AE0897
 AE0897.The orthometric height was determined by differential leveling
 AE0897.and adjusted by the National Geodetic Survey in June 1991..
 AE0897
 AE0897.The geoid height was determined by GEOID03.
 AE0897
 AE0897.The dynamic height is computed by dividing the NAVD 88
 AE0897.geopotential number by the normal gravity value computed on the
 AE0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0897.degrees latitude (g = 980.6199 gals.).
 AE0897
 AE0897.The modeled gravity was interpolated from observed gravity values.
 AE0897
 AE0897;                    North         East    Units  Estimated Accuracy
 AE0897;SPC TX S     - 5,132,620.      288,850.      MT  (+/- 180 meters Scaled)
 AE0897
 AE0897                          SUPERSEDED SURVEY CONTROL
 AE0897
 AE0897  NGVD 29 (??/??/92)  135.265  (m)          443.78   (f) ADJ UNCH    2 0
 AE0897
 AE0897.Superseded values are not recommended for survey control.
 AE0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0897.See file dsdata.txt to determine how the superseded data were derived.
 AE0897
 AE0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ385713(NAD 83)
 AE0897_MARKER: DB = BENCH MARK DISK
 AE0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0897_STAMPING: S 773 1942
 AE0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0897+STABILITY: SURFACE MOTION
 AE0897
 AE0897  HISTORY     - Date     Condition        Report By
 AE0897  HISTORY     - 1942     MONUMENTED       CGS
 AE0897  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0897
 AE0897                          STATION DESCRIPTION
 AE0897
 AE0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0897'5.0 MI N FROM RAMIRITO.
 AE0897'TO REACH FROM THE INTERSECTION OF A DIRT ROAD LEADING EAST AT
 AE0897'RAMIRITO, PROCEED 5.0 MILES NORTH ALONG A GRAVEL ROAD TO SITE OF BENCH
 AE0897'MARK.  BENCH MARK IS 0.1 MILE SOUTH OF A CATTLE GUARD, 0.15 MILE SOUTH
 AE0897'OF A WINDMILL IT IS 30.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AE0897'CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET SOUTH OF A 4 X 4 INCH
 AE0897'WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AE0897
 AE0897                          STATION RECOVERY (1972)
 AE0897
 AE0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1115 ***********************************************************************
 AE1115  DESIGNATION -  S 774
 AE1115  PID         -  AE1115
 AE1115  STATE/COUNTY-  TX/ZAPATA
 AE1115  USGS QUAD   -  BECKWITH ARM (1980)
 AE1115
 AE1115                         *CURRENT SURVEY CONTROL
 AE1115  ___________________________________________________________________
 AE1115* NAD 83(1986)-  26 43 00.     (N)    099 11 19.     (W)     SCALED    
 AE1115* NAVD 88     -        90.009  (meters)     295.30   (feet)  ADJUSTED  
 AE1115  ___________________________________________________________________
 AE1115  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AE1115  DYNAMIC HT  -          89.863 (meters)     294.83  (feet)  COMP
 AE1115  MODELED GRAV-     979,026.7   (mgal)                       NAVD 88
 AE1115
 AE1115  VERT ORDER  -  FIRST     CLASS II
 AE1115
 AE1115.The horizontal coordinates were scaled from a topographic map and have
 AE1115.an estimated accuracy of +/- 6 seconds.
 AE1115
 AE1115.The orthometric height was determined by differential leveling
 AE1115.and adjusted by the National Geodetic Survey in June 1991..
 AE1115
 AE1115.The geoid height was determined by GEOID03.
 AE1115
 AE1115.The dynamic height is computed by dividing the NAVD 88
 AE1115.geopotential number by the normal gravity value computed on the
 AE1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1115.degrees latitude (g = 980.6199 gals.).
 AE1115
 AE1115.The modeled gravity was interpolated from observed gravity values.
 AE1115
 AE1115;                    North         East    Units  Estimated Accuracy
 AE1115;SPC TX S     - 5,116,520.      231,490.      MT  (+/- 180 meters Scaled)
 AE1115
 AE1115                          SUPERSEDED SURVEY CONTROL
 AE1115
 AE1115  NGVD 29 (??/??/92)   90.052  (m)          295.45   (f) ADJ UNCH    1 2
 AE1115
 AE1115.Superseded values are not recommended for survey control.
 AE1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1115.See file dsdata.txt to determine how the superseded data were derived.
 AE1115
 AE1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ812550(NAD 83)
 AE1115_MARKER: DB = BENCH MARK DISK
 AE1115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1115_SP_SET: CULVERT
 AE1115_STAMPING: S 774 1942
 AE1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1115
 AE1115  HISTORY     - Date     Condition        Report By
 AE1115  HISTORY     - 1942     MONUMENTED       CGS
 AE1115  HISTORY     - 1956     GOOD             NGS
 AE1115
 AE1115                          STATION DESCRIPTION
 AE1115
 AE1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1115'17.3 MI SE FROM ZAPATA.
 AE1115'ABOUT 3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1115'ZAPATA, THENCE 13.9 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 0.1
 AE1115'MILE SOUTHEAST OF AN OLD ABANDONED BUILDING, 22 FEET NORTHEAST OF THE
 AE1115'CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF
 AE1115'THE NORTHEAST HEADWALL OF A LARGE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0980 ***********************************************************************
 AJ0980  DESIGNATION -  S 775
 AJ0980  PID         -  AJ0980
 AJ0980  STATE/COUNTY-  TX/ZAPATA
 AJ0980  USGS QUAD   -  ARROYO BURRO (1980)
 AJ0980
 AJ0980                         *CURRENT SURVEY CONTROL
 AJ0980  ___________________________________________________________________
 AJ0980* NAD 83(1986)-  27 05 59.     (N)    099 20 13.     (W)     SCALED    
 AJ0980* NAVD 88     -       139.549  (meters)     457.84   (feet)  ADJUSTED  
 AJ0980  ___________________________________________________________________
 AJ0980  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AJ0980  DYNAMIC HT  -         139.324 (meters)     457.10  (feet)  COMP
 AJ0980  MODELED GRAV-     979,034.8   (mgal)                       NAVD 88
 AJ0980
 AJ0980  VERT ORDER  -  SECOND    CLASS 0
 AJ0980
 AJ0980.The horizontal coordinates were scaled from a topographic map and have
 AJ0980.an estimated accuracy of +/- 6 seconds.
 AJ0980
 AJ0980.The orthometric height was determined by differential leveling
 AJ0980.and adjusted by the National Geodetic Survey in June 1991..
 AJ0980
 AJ0980.The geoid height was determined by GEOID03.
 AJ0980
 AJ0980.The dynamic height is computed by dividing the NAVD 88
 AJ0980.geopotential number by the normal gravity value computed on the
 AJ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0980.degrees latitude (g = 980.6199 gals.).
 AJ0980
 AJ0980.The modeled gravity was interpolated from observed gravity values.
 AJ0980
 AJ0980;                    North         East    Units  Estimated Accuracy
 AJ0980;SPC TX S     - 5,159,050.      217,010.      MT  (+/- 180 meters Scaled)
 AJ0980
 AJ0980                          SUPERSEDED SURVEY CONTROL
 AJ0980
 AJ0980  NGVD 29 (??/??/92)  139.594  (m)          457.98   (f) ADJ UNCH    2 0
 AJ0980
 AJ0980.Superseded values are not recommended for survey control.
 AJ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0980.See file dsdata.txt to determine how the superseded data were derived.
 AJ0980
 AJ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ665975(NAD 83)
 AJ0980_MARKER: DB = BENCH MARK DISK
 AJ0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0980_STAMPING: S 775 1943
 AJ0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0980+STABILITY: SURFACE MOTION
 AJ0980
 AJ0980  HISTORY     - Date     Condition        Report By
 AJ0980  HISTORY     - 1943     MONUMENTED       CGS
 AJ0980
 AJ0980                          STATION DESCRIPTION
 AJ0980
 AJ0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0980'8.0 MI NE FROM SAN YGNACIO.
 AJ0980'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 8.0 MILES
 AJ0980'NORTHEAST ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AJ0980'0.7 MILE NORTHEAST OF THE INTERSECTION OF A DIRT ROAD LEADING
 AJ0980'SOUTHEAST.  IT IS 29.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION
 AJ0980'AS THE CENTERLINE OF ROAD.  2.0 FEET SOUTHEAST OF THE RIGHT OF WAY
 AJ0980'FENCE.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN
 AJ0980'MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0981 ***********************************************************************
 AJ0981  DESIGNATION -  S 775 RESET 1974
 AJ0981  PID         -  AJ0981
 AJ0981  STATE/COUNTY-  TX/ZAPATA
 AJ0981  USGS QUAD   -  ARROYO BURRO (1980)
 AJ0981
 AJ0981                         *CURRENT SURVEY CONTROL
 AJ0981  ___________________________________________________________________
 AJ0981* NAD 83(1986)-  27 05 59.     (N)    099 20 13.     (W)     SCALED    
 AJ0981* NAVD 88     -       139.28   (+/-2cm)     457.0    (feet)  VERTCON   
 AJ0981  ___________________________________________________________________
 AJ0981  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AJ0981
 AJ0981  VERT ORDER  -  THIRD (See Below)
 AJ0981
 AJ0981.The horizontal coordinates were scaled from a topographic map and have
 AJ0981.an estimated accuracy of +/- 6 seconds.
 AJ0981
 AJ0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0981.The vertical order pertains to the NGVD 29 superseded value.
 AJ0981
 AJ0981.The geoid height was determined by GEOID03.
 AJ0981
 AJ0981;                    North         East    Units  Estimated Accuracy
 AJ0981;SPC TX S     - 5,159,050.      217,010.      MT  (+/- 180 meters Scaled)
 AJ0981
 AJ0981                          SUPERSEDED SURVEY CONTROL
 AJ0981
 AJ0981  NGVD 29 (01/29/03)  139.33   (m)          457.1    (f) RESET       3  
 AJ0981
 AJ0981.Superseded values are not recommended for survey control.
 AJ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0981.See file dsdata.txt to determine how the superseded data were derived.
 AJ0981
 AJ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ665975(NAD 83)
 AJ0981_MARKER: DB = BENCH MARK DISK
 AJ0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0981_STAMPING: S 775 RESET 1974
 AJ0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0981+STABILITY: SURFACE MOTION
 AJ0981
 AJ0981  HISTORY     - Date     Condition        Report By
 AJ0981  HISTORY     - 1974     MONUMENTED       TXHD
 AJ0981  HISTORY     - 1975     GOOD             USGS
 AJ0981
 AJ0981                          STATION DESCRIPTION
 AJ0981
 AJ0981'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0981'7.4 MI NE FROM SAN YGNACIO.
 AJ0981'FROM THE JUNCTION OF FARM ROAD 3169 AND U.S. HIGHWAY 83 IN SAN YGNACIO
 AJ0981'PROCEED NORTHEAST 7.4 MI. TO BM IN NORTHWEST ROW FENCE, 193 FT.
 AJ0981'SOUTHWEST OF THE ROW FENCE AT AN OLD BULLDOZED LINE NORTHEAST, AND 60
 AJ0981'FT. NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD N.G.S. CAP
 AJ0981'STAMPED AS ABOVE AND SET IN A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0341 ***********************************************************************
 AB0341  DESIGNATION -  S 776
 AB0341  PID         -  AB0341
 AB0341  STATE/COUNTY-  TX/CAMERON
 AB0341  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0341
 AB0341                         *CURRENT SURVEY CONTROL
 AB0341  ___________________________________________________________________
 AB0341* NAD 83(1986)-  26 03 10.     (N)    097 16 06.     (W)     SCALED    
 AB0341* NAVD 88     -         1.476  (meters)       4.84   (feet)  ADJUSTED  
 AB0341  ___________________________________________________________________
 AB0341  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 AB0341  DYNAMIC HT  -           1.473 (meters)       4.83  (feet)  COMP
 AB0341  MODELED GRAV-     979,061.1   (mgal)                       NAVD 88
 AB0341
 AB0341  VERT ORDER  -  SECOND    CLASS 0
 AB0341
 AB0341.The horizontal coordinates were scaled from a topographic map and have
 AB0341.an estimated accuracy of +/- 6 seconds.
 AB0341
 AB0341.The orthometric height was determined by differential leveling
 AB0341.and adjusted by the National Geodetic Survey in June 1991..
 AB0341
 AB0341.The geoid height was determined by GEOID03.
 AB0341
 AB0341.The dynamic height is computed by dividing the NAVD 88
 AB0341.geopotential number by the normal gravity value computed on the
 AB0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0341.degrees latitude (g = 980.6199 gals.).
 AB0341
 AB0341.The modeled gravity was interpolated from observed gravity values.
 AB0341
 AB0341;                    North         East    Units  Estimated Accuracy
 AB0341;SPC TX S     - 5,043,380.      423,260.      MT  (+/- 180 meters Scaled)
 AB0341
 AB0341                          SUPERSEDED SURVEY CONTROL
 AB0341
 AB0341  NGVD 29 (??/??/92)    1.578  (m)            5.18   (f) ADJ UNCH    2 0
 AB0341
 AB0341.Superseded values are not recommended for survey control.
 AB0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0341.See file dsdata.txt to determine how the superseded data were derived.
 AB0341
 AB0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP732826(NAD 83)
 AB0341_MARKER: DB = BENCH MARK DISK
 AB0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0341_SP_SET: MONUMENT
 AB0341_STAMPING: S 776 1942
 AB0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0341
 AB0341  HISTORY     - Date     Condition        Report By
 AB0341  HISTORY     - 1942     MONUMENTED       CGS
 AB0341  HISTORY     - 1950     GOOD             NGS
 AB0341
 AB0341                          STATION DESCRIPTION
 AB0341
 AB0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0341'5.4 MI SW FROM PORT ISABEL.
 AB0341'TO REACH FROM THE OLD LIGHTHOUSE IN PORT ISABEL, PROCEED W. ON STATE
 AB0341'HIGHWAY NO.100 FOR 2.8 MILES, TURN S. (LEFT) ON THE OLD BOCA CHICA
 AB0341'CUTOFF ROAD 2.6 MILES TO VICINITY OF MARK.  BENCH MARK IS IN THE
 AB0341'APPROXIMATE CENTER OF A NARROW RIDGE BETWEEN TWO MUD FLATS, 63 FT. W.
 AB0341'OF CENTERLINE OF THE PRESENT ROAD, AND 2.0 FT. E. OF A 4X4 INCH WOOD
 AB0341'WITNESS POST.  MARK IS A STANDARD DISK SET IN A 6X6 INCH CONCRETE
 AB0341'MONUMENT PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0464 ***********************************************************************
 AE0464  DESIGNATION -  S 777
 AE0464  PID         -  AE0464
 AE0464  STATE/COUNTY-  TX/HIDALGO
 AE0464  USGS QUAD   -  FAYSVILLE (1963)
 AE0464
 AE0464                         *CURRENT SURVEY CONTROL
 AE0464  ___________________________________________________________________
 AE0464* NAD 83(1986)-  26 28 19.     (N)    098 08 00.     (W)     SCALED    
 AE0464* NAVD 88     -        25.295  (meters)      82.99   (feet)  ADJUSTED  
 AE0464  ___________________________________________________________________
 AE0464  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE0464  DYNAMIC HT  -          25.254 (meters)      82.85  (feet)  COMP
 AE0464  MODELED GRAV-     979,025.5   (mgal)                       NAVD 88
 AE0464
 AE0464  VERT ORDER  -  SECOND    CLASS 0
 AE0464
 AE0464.The horizontal coordinates were scaled from a topographic map and have
 AE0464.an estimated accuracy of +/- 6 seconds.
 AE0464
 AE0464.The orthometric height was determined by differential leveling
 AE0464.and adjusted by the National Geodetic Survey in June 1991..
 AE0464
 AE0464.The geoid height was determined by GEOID03.
 AE0464
 AE0464.The dynamic height is computed by dividing the NAVD 88
 AE0464.geopotential number by the normal gravity value computed on the
 AE0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0464.degrees latitude (g = 980.6199 gals.).
 AE0464
 AE0464.The modeled gravity was interpolated from observed gravity values.
 AE0464
 AE0464;                    North         East    Units  Estimated Accuracy
 AE0464;SPC TX S     - 5,089,270.      336,560.      MT  (+/- 180 meters Scaled)
 AE0464
 AE0464                          SUPERSEDED SURVEY CONTROL
 AE0464
 AE0464  NGVD 29 (??/??/92)   25.401  (m)           83.34   (f) ADJ UNCH    2 0
 AE0464
 AE0464.Superseded values are not recommended for survey control.
 AE0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0464.See file dsdata.txt to determine how the superseded data were derived.
 AE0464
 AE0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ863282(NAD 83)
 AE0464_MARKER: DB = BENCH MARK DISK
 AE0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0464_SP_SET: CULVERT
 AE0464_STAMPING: S 777 1942
 AE0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0464
 AE0464  HISTORY     - Date     Condition        Report By
 AE0464  HISTORY     - 1942     MONUMENTED       CGS
 AE0464
 AE0464                          STATION DESCRIPTION
 AE0464
 AE0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0464'6.0 MI S FROM SAN MANUEL.
 AE0464'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL, PROCEED SOUTHERLY
 AE0464'ON U.S. HIGHWAY NUMBER 281, AND GO 6.0 MILES TO A CONCRETE CULVERT AND
 AE0464'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE
 AE0464'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT ABOUT 300 FEET
 AE0464'SOUTH OF A SMALL SERVICE STATION.  27 FEET WEST OF AND ABOUT 0.6 FOOT
 AE0464'BELOW THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0573 ***********************************************************************
 AJ0573  DESIGNATION -  S 778
 AJ0573  PID         -  AJ0573
 AJ0573  STATE/COUNTY-  TX/JIM HOGG
 AJ0573  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0573
 AJ0573                         *CURRENT SURVEY CONTROL
 AJ0573  ___________________________________________________________________
 AJ0573* NAD 83(1986)-  27 17 10.     (N)    098 41 30.     (W)     SCALED    
 AJ0573* NAVD 88     -       182.529  (meters)     598.85   (feet)  ADJUSTED  
 AJ0573  ___________________________________________________________________
 AJ0573  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AJ0573  DYNAMIC HT  -         182.236 (meters)     597.89  (feet)  COMP
 AJ0573  MODELED GRAV-     979,036.0   (mgal)                       NAVD 88
 AJ0573
 AJ0573  VERT ORDER  -  SECOND    CLASS 0
 AJ0573
 AJ0573.The horizontal coordinates were scaled from a topographic map and have
 AJ0573.an estimated accuracy of +/- 6 seconds.
 AJ0573
 AJ0573.The orthometric height was determined by differential leveling
 AJ0573.and adjusted by the National Geodetic Survey in June 1991..
 AJ0573
 AJ0573.The geoid height was determined by GEOID03.
 AJ0573
 AJ0573.The dynamic height is computed by dividing the NAVD 88
 AJ0573.geopotential number by the normal gravity value computed on the
 AJ0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0573.degrees latitude (g = 980.6199 gals.).
 AJ0573
 AJ0573.The modeled gravity was interpolated from observed gravity values.
 AJ0573
 AJ0573;                    North         East    Units  Estimated Accuracy
 AJ0573;SPC TX S     - 5,179,440.      281,030.      MT  (+/- 180 meters Scaled)
 AJ0573
 AJ0573                          SUPERSEDED SURVEY CONTROL
 AJ0573
 AJ0573  NGVD 29 (??/??/92)  182.557  (m)          598.94   (f) ADJ UNCH    2 0
 AJ0573
 AJ0573.Superseded values are not recommended for survey control.
 AJ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0573.See file dsdata.txt to determine how the superseded data were derived.
 AJ0573
 AJ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR305181(NAD 83)
 AJ0573_MARKER: DB = BENCH MARK DISK
 AJ0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0573_STAMPING: S 778 1943
 AJ0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0573+STABILITY: SURFACE MOTION
 AJ0573
 AJ0573  HISTORY     - Date     Condition        Report By
 AJ0573  HISTORY     - 1943     MONUMENTED       CGS
 AJ0573  HISTORY     - 1949     GOOD             NGS
 AJ0573
 AJ0573                          STATION DESCRIPTION
 AJ0573
 AJ0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0573'1.9 MI SW FROM HEBBRONVILLE.
 AJ0573'A STANDARD DISK SET IN A CONCRETE MONUMENT, PROJECTING 4 INCHES, 35
 AJ0573'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 115 YARDS NORTH OF A
 AJ0573'HARD-SURFACED ROAD LEADING WEST, YEAGER NO. 1, 2.5 FEET WEST OF THE
 AJ0573'WEST RIGHT-OF-WAY FENCE AND 2.5 FEET SOUTH OF A WHITE 4X4 WITNESS
 AJ0573'POST.  NOTE-- TO REACH FROM HEBBRONVILLE - GO SOUTH ON HIGHWAY NO. 285
 AJ0573'FROM THE JUNCTION WITH HIGHWAY NO. 59, 0.3 MILE.  THEN TURN RIGHT AND
 AJ0573'GO WEST AND SOUTH ON HIGHWAY NO. 496, 1.6 MILES TO THE BENCH MARK ON
 AJ0573'THE RIGHT OR WEST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0628 ***********************************************************************
 AJ0628  DESIGNATION -  S 779
 AJ0628  PID         -  AJ0628
 AJ0628  STATE/COUNTY-  TX/WEBB
 AJ0628  USGS QUAD   -  ALBERCAS RANCH (1972)
 AJ0628
 AJ0628                         *CURRENT SURVEY CONTROL
 AJ0628  ___________________________________________________________________
 AJ0628* NAD 83(1986)-  27 19 54.     (N)    098 58 21.     (W)     SCALED    
 AJ0628* NAVD 88     -       264.857  (meters)     868.95   (feet)  POSTED    
 AJ0628  ___________________________________________________________________
 AJ0628  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AJ0628  DYNAMIC HT  -         264.430 (meters)     867.55  (feet)  COMP
 AJ0628  MODELED GRAV-     979,025.3   (mgal)                       NAVD 88
 AJ0628
 AJ0628  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0628
 AJ0628.The horizontal coordinates were scaled from a topographic map and have
 AJ0628.an estimated accuracy of +/- 6 seconds.
 AJ0628
 AJ0628.The orthometric height was determined by differential leveling
 AJ0628.and adjusted by the National Geodetic Survey in 1992..
 AJ0628.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0628.rate of 1.1 thru 2.0 mm/km.
 AJ0628
 AJ0628.The geoid height was determined by GEOID03.
 AJ0628
 AJ0628.The dynamic height is computed by dividing the NAVD 88
 AJ0628.geopotential number by the normal gravity value computed on the
 AJ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0628.degrees latitude (g = 980.6199 gals.).
 AJ0628
 AJ0628.The modeled gravity was interpolated from observed gravity values.
 AJ0628
 AJ0628;                    North         East    Units  Estimated Accuracy
 AJ0628;SPC TX S     - 5,184,560.      253,250.      MT  (+/- 180 meters Scaled)
 AJ0628
 AJ0628                          SUPERSEDED SURVEY CONTROL
 AJ0628
 AJ0628  NGVD 29 (??/??/92)  264.877  (m)          869.02   (f) ADJ UNCH    2 0
 AJ0628
 AJ0628.Superseded values are not recommended for survey control.
 AJ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0628.See file dsdata.txt to determine how the superseded data were derived.
 AJ0628
 AJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR027231(NAD 83)
 AJ0628_MARKER: DB = BENCH MARK DISK
 AJ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0628_STAMPING: S 779 1943
 AJ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0628+STABILITY: SURFACE MOTION
 AJ0628
 AJ0628  HISTORY     - Date     Condition        Report By
 AJ0628  HISTORY     - 1943     MONUMENTED       CGS
 AJ0628
 AJ0628                          STATION DESCRIPTION
 AJ0628
 AJ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0628'7.6 MI S FROM MIRANDO CITY.
 AJ0628'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0628'PAVED ROAD AND GO 7.6 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 39
 AJ0628'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AJ0628'ROAD.  AND 2.5 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0041 ***********************************************************************
 BO0041  DESIGNATION -  S 78
 BO0041  PID         -  BO0041
 BO0041  STATE/COUNTY-  TX/EDWARDS
 BO0041  USGS QUAD   -  RAY LAKE SE (1987)
 BO0041
 BO0041                         *CURRENT SURVEY CONTROL
 BO0041  ___________________________________________________________________
 BO0041* NAD 83(1986)-  30 00 16.     (N)    100 19 30.     (W)     SCALED    
 BO0041* NAVD 88     -       666.832  (meters)    2187.76   (feet)  ADJUSTED  
 BO0041  ___________________________________________________________________
 BO0041  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BO0041  DYNAMIC HT  -         665.839 (meters)    2184.51  (feet)  COMP
 BO0041  MODELED GRAV-     979,130.6   (mgal)                       NAVD 88
 BO0041
 BO0041  VERT ORDER  -  FIRST     CLASS II
 BO0041
 BO0041.The horizontal coordinates were scaled from a topographic map and have
 BO0041.an estimated accuracy of +/- 6 seconds.
 BO0041
 BO0041.The orthometric height was determined by differential leveling
 BO0041.and adjusted by the National Geodetic Survey in June 1991..
 BO0041
 BO0041.The geoid height was determined by GEOID03.
 BO0041
 BO0041.The dynamic height is computed by dividing the NAVD 88
 BO0041.geopotential number by the normal gravity value computed on the
 BO0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0041.degrees latitude (g = 980.6199 gals.).
 BO0041
 BO0041.The modeled gravity was interpolated from observed gravity values.
 BO0041
 BO0041;                    North         East    Units  Estimated Accuracy
 BO0041;SPC TXSC     - 4,241,350.      472,170.      MT  (+/- 180 meters Scaled)
 BO0041
 BO0041                          SUPERSEDED SURVEY CONTROL
 BO0041
 BO0041  NGVD 29 (??/??/92)  666.766  (m)         2187.55   (f) ADJ UNCH    1 2
 BO0041
 BO0041.Superseded values are not recommended for survey control.
 BO0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0041.See file dsdata.txt to determine how the superseded data were derived.
 BO0041
 BO0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU722200(NAD 83)
 BO0041_MARKER: DB = BENCH MARK DISK
 BO0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0041_STAMPING: 2187.548 S- 78 1931
 BO0041_MARK LOGO: CGS   
 BO0041_PROJECTION: PROJECTING 10 CENTIMETERS
 BO0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0041+STABILITY: SURFACE MOTION
 BO0041
 BO0041  HISTORY     - Date     Condition        Report By
 BO0041  HISTORY     - 1931     MONUMENTED       CGS
 BO0041  HISTORY     - 1971     GOOD             USGS
 BO0041  HISTORY     - 1981     GOOD             NGS
 BO0041
 BO0041                          STATION DESCRIPTION
 BO0041
 BO0041'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0041'7 MI SW FROM ROCK SPRINGS.
 BO0041'7 MILES S.W. ALONG HIWAY 377 FROM ROCKSPRINGS COURTHOUSE.  40 FT N. OF
 BO0041'CTR HIWAY IN N-S FENCE.  10 FT. N OF CORNER POST.  STANDARD DISK
 BO0041'STAMPED 2187. 548 S-1931.
 BO0041
 BO0041                          STATION RECOVERY (1981)
 BO0041
 BO0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0041'12.0 KM (7.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0041'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, 21.4 METERS (70.2 FT)
 BO0041'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.1 METERS (10.2 FT) NORTH OF
 BO0041'A FENCE CORNER AND 0.4 METER (1.3 FT) EAST-SOUTHEAST OF THE NORTH END
 BO0041'OF A WOODEN GATE.
 BO0041'THE MARK IS 3.1 METERS  N FROM A WITNESS POST.
 BO0041'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0687 ***********************************************************************
 AJ0687  DESIGNATION -  S 780
 AJ0687  PID         -  AJ0687
 AJ0687  STATE/COUNTY-  TX/JIM HOGG
 AJ0687  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0687
 AJ0687                         *CURRENT SURVEY CONTROL
 AJ0687  ___________________________________________________________________
 AJ0687* NAD 83(1986)-  27 12 39.     (N)    098 54 34.     (W)     SCALED    
 AJ0687* NAVD 88     -       240.235  (meters)     788.17   (feet)  POSTED    
 AJ0687  ___________________________________________________________________
 AJ0687  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AJ0687  DYNAMIC HT  -         239.850 (meters)     786.91  (feet)  COMP
 AJ0687  MODELED GRAV-     979,025.5   (mgal)                       NAVD 88
 AJ0687
 AJ0687  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0687
 AJ0687.The horizontal coordinates were scaled from a topographic map and have
 AJ0687.an estimated accuracy of +/- 6 seconds.
 AJ0687
 AJ0687.The orthometric height was determined by differential leveling
 AJ0687.and adjusted by the National Geodetic Survey in 1992..
 AJ0687.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0687.rate of 0.0 thru 1.0 mm/km.
 AJ0687
 AJ0687.The geoid height was determined by GEOID03.
 AJ0687
 AJ0687.The dynamic height is computed by dividing the NAVD 88
 AJ0687.geopotential number by the normal gravity value computed on the
 AJ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0687.degrees latitude (g = 980.6199 gals.).
 AJ0687
 AJ0687.The modeled gravity was interpolated from observed gravity values.
 AJ0687
 AJ0687;                    North         East    Units  Estimated Accuracy
 AJ0687;SPC TX S     - 5,171,150.      259,440.      MT  (+/- 180 meters Scaled)
 AJ0687
 AJ0687                          SUPERSEDED SURVEY CONTROL
 AJ0687
 AJ0687  NGVD 29 (??/??/92)  240.261  (m)          788.26   (f) ADJ UNCH    2 0
 AJ0687
 AJ0687.Superseded values are not recommended for survey control.
 AJ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0687.See file dsdata.txt to determine how the superseded data were derived.
 AJ0687
 AJ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR089097(NAD 83)
 AJ0687_MARKER: DB = BENCH MARK DISK
 AJ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0687_STAMPING: S 780 1943
 AJ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0687+STABILITY: SURFACE MOTION
 AJ0687
 AJ0687  HISTORY     - Date     Condition        Report By
 AJ0687  HISTORY     - 1943     MONUMENTED       CGS
 AJ0687
 AJ0687                          STATION DESCRIPTION
 AJ0687
 AJ0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0687'18.5 MI SW FROM HEBBRONVILLE.
 AJ0687'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0687'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0687'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.
 AJ0687'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 16.5 MILES TO
 AJ0687'A CATTLEGUARD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 2.6 MILES
 AJ0687'EASTERLY FROM THOMPSONVILLE.  22 FEET NORTH OF AND ABOUT THE SAME
 AJ0687'ELEVATION AS THE CENTERLINE OF THE ROAD.  16 FEET NORTH OF THE NORTH
 AJ0687'END OF THE CATTLEGUARD.  3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER
 AJ0687'POST.  AND 2.0 FEET EAST OF A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0893 ***********************************************************************
 AE0893  DESIGNATION -  S 781
 AE0893  PID         -  AE0893
 AE0893  STATE/COUNTY-  TX/JIM HOGG
 AE0893  USGS QUAD   -  AGUA NUEVA (1972)
 AE0893
 AE0893                         *CURRENT SURVEY CONTROL
 AE0893  ___________________________________________________________________
 AE0893* NAD 83(1986)-  26 55 02.     (N)    098 35 43.     (W)     SCALED    
 AE0893* NAVD 88     -       131.632  (meters)     431.86   (feet)  ADJUSTED  
 AE0893  ___________________________________________________________________
 AE0893  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AE0893  DYNAMIC HT  -         131.418 (meters)     431.16  (feet)  COMP
 AE0893  MODELED GRAV-     979,014.5   (mgal)                       NAVD 88
 AE0893
 AE0893  VERT ORDER  -  SECOND    CLASS 0
 AE0893
 AE0893.The horizontal coordinates were scaled from a topographic map and have
 AE0893.an estimated accuracy of +/- 6 seconds.
 AE0893
 AE0893.The orthometric height was determined by differential leveling
 AE0893.and adjusted by the National Geodetic Survey in June 1991..
 AE0893
 AE0893.The geoid height was determined by GEOID03.
 AE0893
 AE0893.The dynamic height is computed by dividing the NAVD 88
 AE0893.geopotential number by the normal gravity value computed on the
 AE0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0893.degrees latitude (g = 980.6199 gals.).
 AE0893
 AE0893.The modeled gravity was interpolated from observed gravity values.
 AE0893
 AE0893;                    North         East    Units  Estimated Accuracy
 AE0893;SPC TX S     - 5,138,550.      290,540.      MT  (+/- 180 meters Scaled)
 AE0893
 AE0893                          SUPERSEDED SURVEY CONTROL
 AE0893
 AE0893  NGVD 29 (??/??/92)  131.677  (m)          432.01   (f) ADJ UNCH    2 0
 AE0893
 AE0893.Superseded values are not recommended for survey control.
 AE0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0893.See file dsdata.txt to determine how the superseded data were derived.
 AE0893
 AE0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ401773(NAD 83)
 AE0893_MARKER: DB = BENCH MARK DISK
 AE0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0893_STAMPING: S 781 1943
 AE0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0893+STABILITY: SURFACE MOTION
 AE0893
 AE0893  HISTORY     - Date     Condition        Report By
 AE0893  HISTORY     - 1943     MONUMENTED       CGS
 AE0893  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0893
 AE0893                          STATION DESCRIPTION
 AE0893
 AE0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0893'1.3 MI N FROM AGUA NUEVA.
 AE0893'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED NORTHERLY ON THE
 AE0893'ROAD TO HEBBRONVILLE AND GO 1.3 MILES TO THE INTERSECTION OF A TRACK
 AE0893'ROAD LEADING EASTERLY AND SITE OF BENCH MARK.  BENCH MARK IS 30 FEET
 AE0893'NORTH OF THE CENTERLINE OF THE GATE ACROSS THE TRACK ROAD.  27 FEET
 AE0893'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AE0893'3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT WEST
 AE0893'OF THE RIGHT OF WAY FENCE.
 AE0893
 AE0893                          STATION RECOVERY (1972)
 AE0893
 AE0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0959 ***********************************************************************
 AE0959  DESIGNATION -  S 782
 AE0959  PID         -  AE0959
 AE0959  STATE/COUNTY-  TX/JIM HOGG
 AE0959  USGS QUAD   -  AGUA NUEVA NW (1972)
 AE0959
 AE0959                         *CURRENT SURVEY CONTROL
 AE0959  ___________________________________________________________________
 AE0959* NAD 83(1986)-  26 56 22.     (N)    098 44 42.     (W)     SCALED    
 AE0959* NAVD 88     -       190.891  (meters)     626.28   (feet)  ADJUSTED  
 AE0959  ___________________________________________________________________
 AE0959  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AE0959  DYNAMIC HT  -         190.579 (meters)     625.26  (feet)  COMP
 AE0959  MODELED GRAV-     979,005.8   (mgal)                       NAVD 88
 AE0959
 AE0959  VERT ORDER  -  SECOND    CLASS 0
 AE0959
 AE0959.The horizontal coordinates were scaled from a topographic map and have
 AE0959.an estimated accuracy of +/- 6 seconds.
 AE0959
 AE0959.The orthometric height was determined by differential leveling
 AE0959.and adjusted by the National Geodetic Survey in June 1991..
 AE0959
 AE0959.The geoid height was determined by GEOID03.
 AE0959
 AE0959.The dynamic height is computed by dividing the NAVD 88
 AE0959.geopotential number by the normal gravity value computed on the
 AE0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0959.degrees latitude (g = 980.6199 gals.).
 AE0959
 AE0959.The modeled gravity was interpolated from observed gravity values.
 AE0959
 AE0959;                    North         East    Units  Estimated Accuracy
 AE0959;SPC TX S     - 5,141,040.      275,670.      MT  (+/- 180 meters Scaled)
 AE0959
 AE0959                          SUPERSEDED SURVEY CONTROL
 AE0959
 AE0959  NGVD 29 (??/??/92)  190.915  (m)          626.36   (f) ADJ UNCH    2 0
 AE0959
 AE0959.Superseded values are not recommended for survey control.
 AE0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0959.See file dsdata.txt to determine how the superseded data were derived.
 AE0959
 AE0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ253797(NAD 83)
 AE0959_MARKER: DB = BENCH MARK DISK
 AE0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0959_STAMPING: S 782 1943
 AE0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0959+STABILITY: SURFACE MOTION
 AE0959
 AE0959  HISTORY     - Date     Condition        Report By
 AE0959  HISTORY     - 1943     MONUMENTED       CGS
 AE0959
 AE0959                          STATION DESCRIPTION
 AE0959
 AE0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0959'12.7 MI W FROM AGUA NUEVA.
 AE0959'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED SOUTHERLY ON THE
 AE0959'ROAD TO RIO GRANDE CITY, GO 1.7 MILES.  TURN WESTERLY (RIGHT) ONTO A
 AE0959'TRACK ROAD TO THE T. T. EAST RANCH HEADQUARTERS, GO 7.3 MILES TO A
 AE0959'FORK IN THE ROAD.  TAKE THE RIGHT FORK, AND CONTINUE WESTERLY 3.7
 AE0959'MILES TO SITE OF BENCH MARK.  BENCH MARK IS 6.2 MILES EASTERLY FROM
 AE0959'THE T. T. EAST RANCH HEADQUARTERS.  ABOUT 0.15 MILE SOUTHWEST OF A
 AE0959'WINDMILL AND LARGE ROUND CONCRETE WATER TANK.  0.15 MILE WEST OF SOME
 AE0959'SMALL RANCH BUILDINGS.  17 FEET SOUTHEAST OF AND ABOUT THE SAME
 AE0959'ELEVATION AS THE CENTERLINE OF THE ROAD.  AND 3.0 FEET WEST OF A 4 BY
 AE0959'4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1301 ***********************************************************************
 AX1301  DESIGNATION -  S 783
 AX1301  PID         -  AX1301
 AX1301  STATE/COUNTY-  TX/BASTROP
 AX1301  USGS QUAD   -  TOGO (1981)
 AX1301
 AX1301                         *CURRENT SURVEY CONTROL
 AX1301  ___________________________________________________________________
 AX1301* NAD 83(1986)-  29 59 49.     (N)    097 10 41.     (W)     SCALED    
 AX1301* NAVD 88     -       111.006  (meters)     364.19   (feet)  ADJUSTED  
 AX1301  ___________________________________________________________________
 AX1301  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AX1301  DYNAMIC HT  -         110.856 (meters)     363.70  (feet)  COMP
 AX1301  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 AX1301
 AX1301  VERT ORDER  -  FIRST     CLASS I
 AX1301
 AX1301.The horizontal coordinates were scaled from a topographic map and have
 AX1301.an estimated accuracy of +/- 6 seconds.
 AX1301
 AX1301.The orthometric height was determined by differential leveling
 AX1301.and adjusted by the National Geodetic Survey in June 1991..
 AX1301
 AX1301.The geoid height was determined by GEOID03.
 AX1301
 AX1301.The dynamic height is computed by dividing the NAVD 88
 AX1301.geopotential number by the normal gravity value computed on the
 AX1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1301.degrees latitude (g = 980.6199 gals.).
 AX1301
 AX1301.The modeled gravity was interpolated from observed gravity values.
 AX1301
 AX1301;                    North         East    Units  Estimated Accuracy
 AX1301;SPC TX C     - 3,040,930.    1,004,420.      MT  (+/- 180 meters Scaled)
 AX1301
 AX1301                          SUPERSEDED SURVEY CONTROL
 AX1301
 AX1301  NGVD 29 (??/??/92)  110.958  (m)          364.03   (f) ADJ UNCH    1 1
 AX1301
 AX1301.Superseded values are not recommended for survey control.
 AX1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1301.See file dsdata.txt to determine how the superseded data were derived.
 AX1301
 AX1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU757198(NAD 83)
 AX1301_MARKER: DB = BENCH MARK DISK
 AX1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1301_STAMPING: S 783 1943
 AX1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1301+STABILITY: SURFACE MOTION
 AX1301
 AX1301  HISTORY     - Date     Condition        Report By
 AX1301  HISTORY     - 1943     MONUMENTED       CGS
 AX1301  HISTORY     - 1978     GOOD             NGS
 AX1301
 AX1301                          STATION DESCRIPTION
 AX1301
 AX1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1301'1.5 MI W FROM SMITHVILLE.
 AX1301'1.5 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1301'STATION AT SMITHVILLE, ABOUT 50 FEET WEST OF THE CROSSING OF A DIM
 AX1301'TRACK ROAD, 51 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 1 FOOT SOUTH
 AX1301'OF THE RIGHT-OF-WAY FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 AX1301'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 783
 AX1301'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 AX1301'ABOVE GROUND.
 AX1301
 AX1301                          STATION RECOVERY (1978)
 AX1301
 AX1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1301'1.5 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX1301'THE STATION AT SMITHVILLE, LOCATED BETWEEN RAILROAD AND FARM ROAD
 AX1301'535 TO ROSANKY, 0.05 MILE WEST OF SHARP CURVE IN ROAD, 0.2 MILE
 AX1301'NORTH OF FARM HOUSE ON THE OUTSIDE OF CURVE IN RAILROAD,
 AX1301'0.05 MILE SOUTHEAST OF 10 MPH RAILROAD SIGN, 240 FEET NORTHEAST
 AX1301'OF A POINT WHERE POWERLINE CROSSES TRACKS, 222 FEET SOUTHWEST OF
 AX1301'A T FENCE CORNER, 75 FEET NORTHEAST OF ABANDONED TELEPHONE POLE
 AX1301'NUMBER 45, 51 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 18 FEET
 AX1301'NORTH OF A 24 INCH BLAZED OAK TREE, AND 1 FOOT SOUTHEAST
 AX1301'OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1330 ***********************************************************************
 AX1330  DESIGNATION -  S 784
 AX1330  PID         -  AX1330
 AX1330  STATE/COUNTY-  TX/BASTROP
 AX1330  USGS QUAD   -  RED ROCK (1981)
 AX1330
 AX1330                         *CURRENT SURVEY CONTROL
 AX1330  ___________________________________________________________________
 AX1330* NAD 83(1986)-  29 57 36.     (N)    097 26 44.     (W)     SCALED    
 AX1330* NAVD 88     -       147.45   (+/-2cm)     483.8    (feet)  VERTCON   
 AX1330  ___________________________________________________________________
 AX1330  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX1330
 AX1330  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1330
 AX1330.The horizontal coordinates were scaled from a topographic map and have
 AX1330.an estimated accuracy of +/- 6 seconds.
 AX1330
 AX1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1330.The vertical order pertains to the NGVD 29 superseded value.
 AX1330
 AX1330.The geoid height was determined by GEOID03.
 AX1330
 AX1330;                    North         East    Units  Estimated Accuracy
 AX1330;SPC TX C     - 3,036,140.      978,720.      MT  (+/- 180 meters Scaled)
 AX1330
 AX1330                          SUPERSEDED SURVEY CONTROL
 AX1330
 AX1330  NGVD 29 (??/??/92)  147.383  (m)          483.54   (f) ADJ UNCH    1 2
 AX1330
 AX1330.Superseded values are not recommended for survey control.
 AX1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1330.See file dsdata.txt to determine how the superseded data were derived.
 AX1330
 AX1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU499153(NAD 83)
 AX1330_MARKER: DB = BENCH MARK DISK
 AX1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1330_STAMPING: S 784 1943
 AX1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1330+STABILITY: SURFACE MOTION
 AX1330
 AX1330  HISTORY     - Date     Condition        Report By
 AX1330  HISTORY     - 1943     MONUMENTED       CGS
 AX1330
 AX1330                          STATION DESCRIPTION
 AX1330
 AX1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1330'IN REDROCK.
 AX1330'AT REDROCK, ABOUT 75 FEET NORTHWEST OF THE NORTHWEST END OF THE
 AX1330'MISSOURI-KANSAS-TEXAS RAILROAD STATION, 24 FEET SOUTHWEST OF THE
 AX1330'CENTERLINE OF THE MAIN TRACK, 5 FEET SOUTHEAST OF A POLE, 3 FEET
 AX1330'NORTHWEST OF A WHITE WOODEN WITNESS POST AND LEVEL WITH THE TRACK.  A
 AX1330'STANDARD DISK, STAMPED S 784 1943 AND SET IN THE TOP OF A CONCRETE
 AX1330'POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2141 ***********************************************************************
 AX2141  DESIGNATION -  S 785
 AX2141  PID         -  AX2141
 AX2141  STATE/COUNTY-  TX/CALDWELL
 AX2141  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2141
 AX2141                         *CURRENT SURVEY CONTROL
 AX2141  ___________________________________________________________________
 AX2141* NAD 83(1986)-  29 53 06.     (N)    097 44 58.     (W)     SCALED    
 AX2141* NAVD 88     -       175.18   (+/-2cm)     574.7    (feet)  VERTCON   
 AX2141  ___________________________________________________________________
 AX2141  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2141
 AX2141  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2141
 AX2141.The horizontal coordinates were scaled from a topographic map and have
 AX2141.an estimated accuracy of +/- 6 seconds.
 AX2141
 AX2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2141.The vertical order pertains to the NGVD 29 superseded value.
 AX2141
 AX2141.The geoid height was determined by GEOID03.
 AX2141
 AX2141;                    North         East    Units  Estimated Accuracy
 AX2141;SPC TXSC     - 4,228,030.      720,790.      MT  (+/- 180 meters Scaled)
 AX2141
 AX2141                          SUPERSEDED SURVEY CONTROL
 AX2141
 AX2141  NGVD 29 (??/??/92)  175.095  (m)          574.46   (f) ADJ UNCH    1 2
 AX2141
 AX2141.Superseded values are not recommended for survey control.
 AX2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2141.See file dsdata.txt to determine how the superseded data were derived.
 AX2141
 AX2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU207066(NAD 83)
 AX2141_MARKER: DB = BENCH MARK DISK
 AX2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2141_STAMPING: S 785 1943
 AX2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2141+STABILITY: SURFACE MOTION
 AX2141
 AX2141  HISTORY     - Date     Condition        Report By
 AX2141  HISTORY     - 1943     MONUMENTED       CGS
 AX2141  HISTORY     - 1959     GOOD             NGS
 AX2141  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2141  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2141
 AX2141                          STATION DESCRIPTION
 AX2141
 AX2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2141'4.4 MI W FROM LOCKHART.
 AX2141'4.4 MILES WEST ALONG THE MISSSOUR-KANSAS-TEXAS RAILRAOD FROM THE
 AX2141'STATION AT LOCKHART, 200 FEET WEST OF A WINDMILL SOUTH OF THE TRACK, 4
 AX2141'FEET NORTHWEST OF MILEPOST 41, 40 FEET SOUTH OF THE TRACK, 3 FEET EAST
 AX2141'OF A WHITE WOODEN WITNESS POST, AND 3 FEET HIGHER THAN THE TRACK. A
 AX2141'STANDARD DISK, STAMPED S 785 1943 AND SET IN THE TOP OF A CONCRETE
 AX2141'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AX2141
 AX2141                          STATION RECOVERY (1993)
 AX2141
 AX2141'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2141'MARK NOT FOUND.
 AX2141
 AX2141                          STATION RECOVERY (1999)
 AX2141
 AX2141'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0031 ***********************************************************************
 AY0031  DESIGNATION -  S 786
 AY0031  PID         -  AY0031
 AY0031  STATE/COUNTY-  TX/COMAL
 AY0031  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0031
 AY0031                         *CURRENT SURVEY CONTROL
 AY0031  ___________________________________________________________________
 AY0031* NAD 83(1986)-  29 43 34.     (N)    098 05 32.     (W)     SCALED    
 AY0031* NAVD 88     -       206.079  (meters)     676.11   (feet)  ADJUSTED  
 AY0031  ___________________________________________________________________
 AY0031  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AY0031  DYNAMIC HT  -         205.785 (meters)     675.15  (feet)  COMP
 AY0031  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 AY0031
 AY0031  VERT ORDER  -  FIRST     CLASS II
 AY0031
 AY0031.The horizontal coordinates were scaled from a topographic map and have
 AY0031.an estimated accuracy of +/- 6 seconds.
 AY0031
 AY0031.The orthometric height was determined by differential leveling
 AY0031.and adjusted by the National Geodetic Survey in June 1991..
 AY0031
 AY0031.The geoid height was determined by GEOID03.
 AY0031
 AY0031.The dynamic height is computed by dividing the NAVD 88
 AY0031.geopotential number by the normal gravity value computed on the
 AY0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0031.degrees latitude (g = 980.6199 gals.).
 AY0031
 AY0031.The modeled gravity was interpolated from observed gravity values.
 AY0031
 AY0031;                    North         East    Units  Estimated Accuracy
 AY0031;SPC TXSC     - 4,210,110.      687,820.      MT  (+/- 180 meters Scaled)
 AY0031
 AY0031                          SUPERSEDED SURVEY CONTROL
 AY0031
 AY0031  NGVD 29 (??/??/92)  205.983  (m)          675.80   (f) ADJ UNCH    1 2
 AY0031
 AY0031.Superseded values are not recommended for survey control.
 AY0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0031.See file dsdata.txt to determine how the superseded data were derived.
 AY0031
 AY0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT877887(NAD 83)
 AY0031_MARKER: DB = BENCH MARK DISK
 AY0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0031_STAMPING: S 786 1943
 AY0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0031+STABILITY: SURFACE MOTION
 AY0031
 AY0031  HISTORY     - Date     Condition        Report By
 AY0031  HISTORY     - 1943     MONUMENTED       CGS
 AY0031  HISTORY     - 20030417 MARK NOT FOUND   USPSQD
 AY0031
 AY0031                          STATION DESCRIPTION
 AY0031
 AY0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0031'2.5 MI N FROM NEW BRAUNFELS.
 AY0031'2.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AY0031'AT NEW BRAUNFELS, COMAL COUNTY, 0.1 MILE NORTH OF A FARM-ROAD
 AY0031'CROSSING, 85 FEET NORTH OF AND ACROSS THE TRACK FROM MILEPOST 224, 53
 AY0031'FEET WEST OF THE CENTERLINE OF THE TRACK, 3 FEET NORTH OF POLE 1795
 AY0031'JA, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 3 FEET LOWER THAN
 AY0031'THE TRACK.  A STANDARD DISK, STAMPED S 786 1943 AND SET IN THE TOP OF
 AY0031'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AY0031
 AY0031                          STATION RECOVERY (2003)
 AY0031
 AY0031'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AY0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2182 ***********************************************************************
 AX2182  DESIGNATION -  S 788
 AX2182  PID         -  AX2182
 AX2182  STATE/COUNTY-  TX/CALDWELL
 AX2182  USGS QUAD   -  LULING (1994)
 AX2182
 AX2182                         *CURRENT SURVEY CONTROL
 AX2182  ___________________________________________________________________
 AX2182* NAD 83(1986)-  29 43 33.     (N)    097 44 41.     (W)     SCALED    
 AX2182* NAVD 88     -       133.08   (+/-2cm)     436.6    (feet)  VERTCON   
 AX2182  ___________________________________________________________________
 AX2182  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2182
 AX2182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2182
 AX2182.The horizontal coordinates were scaled from a topographic map and have
 AX2182.an estimated accuracy of +/- 6 seconds.
 AX2182
 AX2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2182.The vertical order pertains to the NGVD 29 superseded value.
 AX2182
 AX2182.The geoid height was determined by GEOID03.
 AX2182
 AX2182;                    North         East    Units  Estimated Accuracy
 AX2182;SPC TXSC     - 4,210,390.      721,430.      MT  (+/- 180 meters Scaled)
 AX2182
 AX2182                          SUPERSEDED SURVEY CONTROL
 AX2182
 AX2182  NGVD 29 (??/??/92)  133.015  (m)          436.40   (f) ADJ UNCH    2 0
 AX2182
 AX2182.Superseded values are not recommended for survey control.
 AX2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2182.See file dsdata.txt to determine how the superseded data were derived.
 AX2182
 AX2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT214890(NAD 83)
 AX2182_MARKER: DB = BENCH MARK DISK
 AX2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2182_STAMPING: S 788 1943
 AX2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2182+STABILITY: SURFACE MOTION
 AX2182
 AX2182  HISTORY     - Date     Condition        Report By
 AX2182  HISTORY     - 1943     MONUMENTED       CGS
 AX2182  HISTORY     - 1959     GOOD             DOD
 AX2182  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2182  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2182  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2182
 AX2182                          STATION DESCRIPTION
 AX2182
 AX2182'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2182'0.7 MI SE FROM PRAIRIE LEA.
 AX2182'0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE PUBLIC SCHOOL AT
 AX2182'PRAIRIE LEA, CALDWELL COUNTY, AT A ROAD INTERSECTION, 63 FEET
 AX2182'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17 FEET SOUTHEAST OF THE
 AX2182'CENTERLINE OF THE ROAD, 15 FEET WEST OF THE RIGHT-OF-WAY FENCE CORNER,
 AX2182'1 FOOT NORTH OF THE FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 AX2182'POST.  NOTE-- THE MARK IS 63 FEET SOUTHWEST OF THE INTERSECTING
 AX2182'CENTERLINES OF THE NORTHWEST-AND-SOUTHEAST HIGHWAY AND THE
 AX2182'NORTHEAST-AND-SOUTHWEST ROAD, 51 FEET WEST OF THE NORTH EDGE OF A LONE
 AX2182'TREE, AND 49 FEET NORTHEAST OF THE NORTH EDGE OF ANOTHER TREE.
 AX2182
 AX2182                          STATION RECOVERY (1987)
 AX2182
 AX2182'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2182'MARK NOT FOUND.
 AX2182
 AX2182                          STATION RECOVERY (1990)
 AX2182
 AX2182'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2182'MARK NOT FOUND.
 AX2182
 AX2182                          STATION RECOVERY (1999)
 AX2182
 AX2182'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0205 ***********************************************************************
 AZ0205  DESIGNATION -  S 79
 AZ0205  PID         -  AZ0205
 AZ0205  STATE/COUNTY-  TX/VAL VERDE
 AZ0205  USGS QUAD   -  MIERS RANCH (1972)
 AZ0205
 AZ0205                         *CURRENT SURVEY CONTROL
 AZ0205  ___________________________________________________________________
 AZ0205* NAD 83(1986)-  29 42 21.     (N)    100 50 47.     (W)     SCALED    
 AZ0205* NAVD 88     -       528.418  (meters)    1733.65   (feet)  POSTED    
 AZ0205  ___________________________________________________________________
 AZ0205  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0205  DYNAMIC HT  -         527.640 (meters)    1731.10  (feet)  COMP
 AZ0205  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 AZ0205
 AZ0205  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0205
 AZ0205.The horizontal coordinates were scaled from a topographic map and have
 AZ0205.an estimated accuracy of +/- 6 seconds.
 AZ0205
 AZ0205.The orthometric height was determined by differential leveling
 AZ0205.and adjusted by the National Geodetic Survey in 1992..
 AZ0205.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0205.rate of 0.0 thru 1.0 mm/km.
 AZ0205
 AZ0205.The geoid height was determined by GEOID03.
 AZ0205
 AZ0205.The dynamic height is computed by dividing the NAVD 88
 AZ0205.geopotential number by the normal gravity value computed on the
 AZ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0205.degrees latitude (g = 980.6199 gals.).
 AZ0205
 AZ0205.The modeled gravity was interpolated from observed gravity values.
 AZ0205
 AZ0205;                    North         East    Units  Estimated Accuracy
 AZ0205;SPC TXSC     - 4,208,930.      421,350.      MT  (+/- 180 meters Scaled)
 AZ0205
 AZ0205                          SUPERSEDED SURVEY CONTROL
 AZ0205
 AZ0205  NGVD 29 (??/??/92)  528.353  (m)         1733.44   (f) ADJ UNCH    1 2
 AZ0205
 AZ0205.Superseded values are not recommended for survey control.
 AZ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0205.See file dsdata.txt to determine how the superseded data were derived.
 AZ0205
 AZ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT213876(NAD 83)
 AZ0205_MARKER: DB = BENCH MARK DISK
 AZ0205_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0205_SP_SET: OUTCROP
 AZ0205_STAMPING: 1733.438 S 79 1931
 AZ0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0205+STABILITY: POSITION/ELEVATION WELL
 AZ0205
 AZ0205  HISTORY     - Date     Condition        Report By
 AZ0205  HISTORY     - 1931     MONUMENTED       CGS
 AZ0205  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0205  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0205
 AZ0205                          STATION DESCRIPTION
 AZ0205
 AZ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AZ0205'26.0 MI N FROM DEL RIO.
 AZ0205'26.0 MILES NORTH ALONG U.S. HIGHWAY 277 FROM DEL RIO, VAL VERDE
 AZ0205'COUNTY, 2 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 41, 200 FEET
 AZ0205'SOUTH OF A WINDING ROAD SIGN, 45 FEET WEST OF THE HIGHWAY, 2 FEET EAST
 AZ0205'OF A FENCE, AND IN THE TOP OF A LARGE YELLOWISH ROCK OUTCROP.  A
 AZ0205'STANDARD DISK, STAMPED 1733.438 S 79 1931.
 AZ0205
 AZ0205                          STATION RECOVERY (1972)
 AZ0205
 AZ0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0205'MARK NOT FOUND.
 AZ0205
 AZ0205                          STATION RECOVERY (1981)
 AZ0205
 AZ0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0205'THIS AREA IS NOW A LARGE HIGHWAY CUT AND THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2295 ***********************************************************************
 AX2295  DESIGNATION -  S 790
 AX2295  PID         -  AX2295
 AX2295  STATE/COUNTY-  TX/GUADALUPE
 AX2295  USGS QUAD   -  GERONIMO (1994)
 AX2295
 AX2295                         *CURRENT SURVEY CONTROL
 AX2295  ___________________________________________________________________
 AX2295* NAD 83(1986)-  29 43 00.     (N)    097 57 44.     (W)     SCALED    
 AX2295* NAVD 88     -       197.08   (+/-2cm)     646.6    (feet)  VERTCON   
 AX2295  ___________________________________________________________________
 AX2295  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AX2295
 AX2295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2295
 AX2295.The horizontal coordinates were scaled from a topographic map and have
 AX2295.an estimated accuracy of +/- 6 seconds.
 AX2295
 AX2295.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2295.The vertical order pertains to the NGVD 29 superseded value.
 AX2295
 AX2295.The geoid height was determined by GEOID03.
 AX2295
 AX2295;                    North         East    Units  Estimated Accuracy
 AX2295;SPC TXSC     - 4,209,170.      700,400.      MT  (+/- 180 meters Scaled)
 AX2295
 AX2295                          SUPERSEDED SURVEY CONTROL
 AX2295
 AX2295  NGVD 29 (??/??/92)  197.00   (m)          646.3    (f) COMPUTED    2 0
 AX2295
 AX2295.Superseded values are not recommended for survey control.
 AX2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2295.See file dsdata.txt to determine how the superseded data were derived.
 AX2295
 AX2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT003878(NAD 83)
 AX2295_MARKER: DB = BENCH MARK DISK
 AX2295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2295_SP_SET: CULVERT
 AX2295_STAMPING: S 790 1943
 AX2295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2295
 AX2295  HISTORY     - Date     Condition        Report By
 AX2295  HISTORY     - 1943     MONUMENTED       CGS
 AX2295  HISTORY     - 19990925 GOOD             USPSQD
 AX2295  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2295
 AX2295                          STATION DESCRIPTION
 AX2295
 AX2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2295'2.7 MI S FROM ZORN.
 AX2295'TO REACH FROM THE CROSSROADS AT ZORN, PROCEED SOUTHERLY ON STATE
 AX2295'HIGHWAY NUMBER 123 AND GO 2.7 MILES TO THE INTERSECTION OF THE ROAD TO
 AX2295'GALLE AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP
 AX2295'OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 AX2295'EAST-WEST ROAD, IT IS 36 FEET EAST OF AND ABOUT 2.0 FEET BELOW THE
 AX2295'CENTER-LINE OF THE STATE HIGHWAY NUMBER 123, 12 FEET NORTH OF THE
 AX2295'CENTER-LINE OF THE EAST-WEST ROAD.
 AX2295
 AX2295                          STATION RECOVERY (1999)
 AX2295
 AX2295'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2295'RECOVERED IN GOOD CONDITION.
 AX2295
 AX2295                          STATION RECOVERY (2003)
 AX2295
 AX2295'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX2295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2296 ***********************************************************************
 AX2296  DESIGNATION -  S 790 RESET
 AX2296  PID         -  AX2296
 AX2296  STATE/COUNTY-  TX/GUADALUPE
 AX2296  USGS QUAD   -  GERONIMO (1994)
 AX2296
 AX2296                         *CURRENT SURVEY CONTROL
 AX2296  ___________________________________________________________________
 AX2296* NAD 83(1986)-  29 43 00.     (N)    097 57 44.     (W)     SCALED    
 AX2296* NAVD 88     -       193.58   (+/-2cm)     635.1    (feet)  VERTCON   
 AX2296  ___________________________________________________________________
 AX2296  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AX2296
 AX2296  VERT ORDER  -  THIRD (See Below)
 AX2296
 AX2296.The horizontal coordinates were scaled from a topographic map and have
 AX2296.an estimated accuracy of +/- 6 seconds.
 AX2296
 AX2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2296.The vertical order pertains to the NGVD 29 superseded value.
 AX2296
 AX2296.The geoid height was determined by GEOID03.
 AX2296
 AX2296;                    North         East    Units  Estimated Accuracy
 AX2296;SPC TXSC     - 4,209,170.      700,400.      MT  (+/- 180 meters Scaled)
 AX2296
 AX2296                          SUPERSEDED SURVEY CONTROL
 AX2296
 AX2296  NGVD 29 (??/??/??)  193.50   (m)          634.8    (f) RESET       3  
 AX2296
 AX2296.Superseded values are not recommended for survey control.
 AX2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2296.See file dsdata.txt to determine how the superseded data were derived.
 AX2296
 AX2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT003878(NAD 83)
 AX2296_MARKER: DB = BENCH MARK DISK
 AX2296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2296_SP_SET: CULVERT
 AX2296_STAMPING: S 790 RESET 1947
 AX2296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2296
 AX2296  HISTORY     - Date     Condition        Report By
 AX2296  HISTORY     - 1947     MONUMENTED       TXHD
 AX2296  HISTORY     - 1959     GOOD             DOD
 AX2296  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2296  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2296  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2296
 AX2296                          STATION DESCRIPTION
 AX2296
 AX2296'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2296'2.7 MI S FROM ZORN.
 AX2296'2.7 MILES SOUTH ALONG STATE HIGHWAY 123 FROM THE CROSSROADS AT ZORN,
 AX2296'GUADALUPE COUNTY, AT SURVEY STATION 484+07, AT THE JUNCTION OF THE
 AX2296'ROAD LEADING TO GALLE, AT A CONCRETE CULVERT, IN THE TOP OF THE
 AX2296'NORTHWEST CORNER OF THE WEST HEADWALL, AND 58 FEET WEST OF THE
 AX2296'CENTERLINE OF THE HIGHWAY.  NOTE-- THE MARK IS 166 FEET
 AX2296'SOUTH-SOUTHWEST OF THE NORTHEAST TIP OF A GROUP OF TREES, AND 140 FEET
 AX2296'NORTH-NORTHWEST OF THE INTERSECTING CENTERLINES OF THE
 AX2296'NORTH-NORTHEAST-AND SOUTH-SOUTHWEST HIGHWAY AND A ROAD TO THE EAST.
 AX2296
 AX2296                          STATION RECOVERY (1993)
 AX2296
 AX2296'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2296'MARK NOT FOUND.
 AX2296
 AX2296                          STATION RECOVERY (1993)
 AX2296
 AX2296'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2296'MARK NOT FOUND.
 AX2296
 AX2296                          STATION RECOVERY (1999)
 AX2296
 AX2296'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0835 ***********************************************************************
 AJ0835  DESIGNATION -  S 791
 AJ0835  PID         -  AJ0835
 AJ0835  STATE/COUNTY-  TX/ZAPATA
 AJ0835  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0835
 AJ0835                         *CURRENT SURVEY CONTROL
 AJ0835  ___________________________________________________________________
 AJ0835* NAD 83(1986)-  27 15 48.     (N)    099 24 19.     (W)     SCALED    
 AJ0835* NAVD 88     -       116.890  (meters)     383.50   (feet)  ADJUSTED  
 AJ0835  ___________________________________________________________________
 AJ0835  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AJ0835  DYNAMIC HT  -         116.703 (meters)     382.88  (feet)  COMP
 AJ0835  MODELED GRAV-     979,046.1   (mgal)                       NAVD 88
 AJ0835
 AJ0835  VERT ORDER  -  FIRST     CLASS II
 AJ0835
 AJ0835.The horizontal coordinates were scaled from a topographic map and have
 AJ0835.an estimated accuracy of +/- 6 seconds.
 AJ0835
 AJ0835.The orthometric height was determined by differential leveling
 AJ0835.and adjusted by the National Geodetic Survey in June 1991..
 AJ0835
 AJ0835.The geoid height was determined by GEOID03.
 AJ0835
 AJ0835.The dynamic height is computed by dividing the NAVD 88
 AJ0835.geopotential number by the normal gravity value computed on the
 AJ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0835.degrees latitude (g = 980.6199 gals.).
 AJ0835
 AJ0835.The modeled gravity was interpolated from observed gravity values.
 AJ0835
 AJ0835;                    North         East    Units  Estimated Accuracy
 AJ0835;SPC TX S     - 5,177,220.      210,370.      MT  (+/- 180 meters Scaled)
 AJ0835
 AJ0835                          SUPERSEDED SURVEY CONTROL
 AJ0835
 AJ0835  NGVD 29 (??/??/92)  116.942  (m)          383.67   (f) ADJ UNCH    1 2
 AJ0835
 AJ0835.Superseded values are not recommended for survey control.
 AJ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0835.See file dsdata.txt to determine how the superseded data were derived.
 AJ0835
 AJ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR598156(NAD 83)
 AJ0835_MARKER: DB = BENCH MARK DISK
 AJ0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0835_STAMPING: S 791 1943
 AJ0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0835+STABILITY: SURFACE MOTION
 AJ0835
 AJ0835  HISTORY     - Date     Condition        Report By
 AJ0835  HISTORY     - 1943     MONUMENTED       CGS
 AJ0835  HISTORY     - 1957     GOOD             NGS
 AJ0835
 AJ0835                          STATION DESCRIPTION
 AJ0835
 AJ0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0835'16.3 MI N FROM SAN YGNACIO.
 AJ0835'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0835'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 14.9 MILES NORTH ALONG U.S.
 AJ0835'HIGHWAY 83, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, 115 FEET
 AJ0835'WEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE, 19 FEET SOUTH
 AJ0835'OF THE CENTER LINE OF A ROAD, 2 FEET WEST OF A WITNESS POST, SET IN
 AJ0835'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1021 ***********************************************************************
 AJ1021  DESIGNATION -  S 792
 AJ1021  PID         -  AJ1021
 AJ1021  STATE/COUNTY-  TX/ZAPATA
 AJ1021  USGS QUAD   -  ESCOBAS (1980)
 AJ1021
 AJ1021                         *CURRENT SURVEY CONTROL
 AJ1021  ___________________________________________________________________
 AJ1021* NAD 83(1986)-  27 03 20.     (N)    099 02 10.     (W)     SCALED    
 AJ1021* NAVD 88     -       149.411  (meters)     490.19   (feet)  POSTED    
 AJ1021  ___________________________________________________________________
 AJ1021  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AJ1021  DYNAMIC HT  -         149.170 (meters)     489.40  (feet)  COMP
 AJ1021  MODELED GRAV-     979,029.4   (mgal)                       NAVD 88
 AJ1021
 AJ1021  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ1021
 AJ1021.The horizontal coordinates were scaled from a topographic map and have
 AJ1021.an estimated accuracy of +/- 6 seconds.
 AJ1021
 AJ1021.The orthometric height was determined by differential leveling
 AJ1021.and adjusted by the National Geodetic Survey in 1992..
 AJ1021.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ1021.rate of 0.0 thru 1.0 mm/km.
 AJ1021
 AJ1021.The geoid height was determined by GEOID03.
 AJ1021
 AJ1021.The dynamic height is computed by dividing the NAVD 88
 AJ1021.geopotential number by the normal gravity value computed on the
 AJ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1021.degrees latitude (g = 980.6199 gals.).
 AJ1021
 AJ1021.The modeled gravity was interpolated from observed gravity values.
 AJ1021
 AJ1021;                    North         East    Units  Estimated Accuracy
 AJ1021;SPC TX S     - 5,153,990.      246,820.      MT  (+/- 180 meters Scaled)
 AJ1021
 AJ1021                          SUPERSEDED SURVEY CONTROL
 AJ1021
 AJ1021  NGVD 29 (??/??/92)  149.441  (m)          490.29   (f) ADJ UNCH    2 0
 AJ1021
 AJ1021.Superseded values are not recommended for survey control.
 AJ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1021.See file dsdata.txt to determine how the superseded data were derived.
 AJ1021
 AJ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ964925(NAD 83)
 AJ1021_MARKER: DB = BENCH MARK DISK
 AJ1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1021_STAMPING: S 792 1943
 AJ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1021+STABILITY: SURFACE MOTION
 AJ1021
 AJ1021  HISTORY     - Date     Condition        Report By
 AJ1021  HISTORY     - 1943     MONUMENTED       CGS
 AJ1021  HISTORY     - 1959     GOOD             NGS
 AJ1021
 AJ1021                          STATION DESCRIPTION
 AJ1021
 AJ1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AJ1021'3.1 MI SW FROM ESCOBAS.
 AJ1021'ABOUT 18 MILES NORTHEAST OF ZAPATA, 3.1 MILES SOUTHWEST OF THE OLD
 AJ1021'CEMETERY AND SETTLEMENT AT ESCOBAS, ABOUT 10 FEET SOUTHEAST OF THE
 AJ1021'SOUTHEAST RIGHT-OF-WAY FENCE OF TEXAS HIGHWAY NO. 496, 18 YARDS SOUTH
 AJ1021'WEST OF THE SOUTHWEST GATE-POST OF AN IRON GATE AND AT THE TOP OF A 2
 AJ1021'FOOT CUT-BANK.  IT IS 0.2 MILE NORTHEAST OF A SMALL OILFILED
 AJ1021'SETTLEMENT.  A STANDARD DISK STAMPED S 792 1943 IN A CONCRETE POST
 AJ1021'PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0916 ***********************************************************************
 AJ0916  DESIGNATION -  S 793
 AJ0916  PID         -  AJ0916
 AJ0916  STATE/COUNTY-  TX/WEBB
 AJ0916  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0916
 AJ0916                         *CURRENT SURVEY CONTROL
 AJ0916  ___________________________________________________________________
 AJ0916* NAD 83(1986)-  27 18 12.     (N)    099 11 45.     (W)     SCALED    
 AJ0916* NAVD 88     -       154.887  (meters)     508.16   (feet)  ADJUSTED  
 AJ0916  ___________________________________________________________________
 AJ0916  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AJ0916  DYNAMIC HT  -         154.639 (meters)     507.34  (feet)  COMP
 AJ0916  MODELED GRAV-     979,045.5   (mgal)                       NAVD 88
 AJ0916
 AJ0916  VERT ORDER  -  SECOND    CLASS 0
 AJ0916
 AJ0916.The horizontal coordinates were scaled from a topographic map and have
 AJ0916.an estimated accuracy of +/- 6 seconds.
 AJ0916
 AJ0916.The orthometric height was determined by differential leveling
 AJ0916.and adjusted by the National Geodetic Survey in June 1991..
 AJ0916
 AJ0916.The geoid height was determined by GEOID03.
 AJ0916
 AJ0916.The dynamic height is computed by dividing the NAVD 88
 AJ0916.geopotential number by the normal gravity value computed on the
 AJ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0916.degrees latitude (g = 980.6199 gals.).
 AJ0916
 AJ0916.The modeled gravity was interpolated from observed gravity values.
 AJ0916
 AJ0916;                    North         East    Units  Estimated Accuracy
 AJ0916;SPC TX S     - 5,181,520.      231,130.      MT  (+/- 180 meters Scaled)
 AJ0916
 AJ0916                          SUPERSEDED SURVEY CONTROL
 AJ0916
 AJ0916  NGVD 29 (??/??/92)  154.937  (m)          508.32   (f) ADJ UNCH    2 0
 AJ0916
 AJ0916.Superseded values are not recommended for survey control.
 AJ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0916.See file dsdata.txt to determine how the superseded data were derived.
 AJ0916
 AJ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR806200(NAD 83)
 AJ0916_MARKER: DB = BENCH MARK DISK
 AJ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0916_STAMPING: S 793-1943
 AJ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0916+STABILITY: SURFACE MOTION
 AJ0916
 AJ0916  HISTORY     - Date     Condition        Report By
 AJ0916  HISTORY     - 1943     MONUMENTED       CGS
 AJ0916  HISTORY     - 1975     GOOD             USGS
 AJ0916
 AJ0916                          STATION DESCRIPTION
 AJ0916
 AJ0916'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0916'13.1 MI SW FROM AGUILARES.
 AJ0916'AGUILARES, 9.6 MI. SOUTH OF ALONG A PAVED COUNTY ROAD, THENCE THROUGH
 AJ0916'A LOCKED GATE 2.4 MILES ALONG A PRIVATE ROAD (GRAVEL), THENCE 0.2 MI.
 AJ0916'NE. ALONG A TRACK RD., THENCE 0.9 MI WEST ALONG A TRACK RD., THENCE A
 AJ0916'PACK OF APPROX 400 FT NE. ALONG A DIM TRAIL (THIS TRAIL BEING THE
 AJ0916'FORMER RD ALONG WHICH THIS LINE WAS SET), 16 FT EAST OF THE TRAIL AND
 AJ0916'LEVEL WITH THE TRAIL, PROJECTING 0.9 FT, A STANDARD TABLET SET IN A
 AJ0916'CONCRETE POST STAMPED S-793 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1196 ***********************************************************************
 AE1196  DESIGNATION -  S 794
 AE1196  PID         -  AE1196
 AE1196  STATE/COUNTY-  TX/ZAPATA
 AE1196  USGS QUAD   -  ARROYO VELENO (1980)
 AE1196
 AE1196                         *CURRENT SURVEY CONTROL
 AE1196  ___________________________________________________________________
 AE1196* NAD 83(1986)-  26 59 31.     (N)    099 07 59.     (W)     SCALED    
 AE1196* NAVD 88     -       131.640  (meters)     431.89   (feet)  ADJUSTED  
 AE1196  ___________________________________________________________________
 AE1196  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AE1196  DYNAMIC HT  -         131.428 (meters)     431.19  (feet)  COMP
 AE1196  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AE1196
 AE1196  VERT ORDER  -  SECOND    CLASS 0
 AE1196
 AE1196.The horizontal coordinates were scaled from a topographic map and have
 AE1196.an estimated accuracy of +/- 6 seconds.
 AE1196
 AE1196.The orthometric height was determined by differential leveling
 AE1196.and adjusted by the National Geodetic Survey in June 1991..
 AE1196
 AE1196.The geoid height was determined by GEOID03.
 AE1196
 AE1196.The dynamic height is computed by dividing the NAVD 88
 AE1196.geopotential number by the normal gravity value computed on the
 AE1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1196.degrees latitude (g = 980.6199 gals.).
 AE1196
 AE1196.The modeled gravity was interpolated from observed gravity values.
 AE1196
 AE1196;                    North         East    Units  Estimated Accuracy
 AE1196;SPC TX S     - 5,146,990.      237,170.      MT  (+/- 180 meters Scaled)
 AE1196
 AE1196                          SUPERSEDED SURVEY CONTROL
 AE1196
 AE1196  NGVD 29 (??/??/92)  131.676  (m)          432.01   (f) ADJ UNCH    2 0
 AE1196
 AE1196.Superseded values are not recommended for survey control.
 AE1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1196.See file dsdata.txt to determine how the superseded data were derived.
 AE1196
 AE1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ867855(NAD 83)
 AE1196_MARKER: DB = BENCH MARK DISK
 AE1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1196_STAMPING: S 794 1943
 AE1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1196+STABILITY: SURFACE MOTION
 AE1196
 AE1196  HISTORY     - Date     Condition        Report By
 AE1196  HISTORY     - 1943     MONUMENTED       CGS
 AE1196  HISTORY     - 1955     MARK NOT FOUND   NGS
 AE1196
 AE1196                          STATION DESCRIPTION
 AE1196
 AE1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1196'14.4 MI NE FROM ZAPATA.
 AE1196'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND THE HEBBRONVILLE
 AE1196'ROAD (0.3 MILE EAST OF THE COURT HOUSE AT ZAPATA), PROCEED 14.1 MILES
 AE1196'NORTHEASTERLY ALONG THE HEBBRONVILLE ROAD TO SITE OF BENCH MARK. BENCH
 AE1196'MARK IS 0.1 MILE NORTHEAST OF A GRAVEL PIT.  IT IS 55.0 FEET SOUTHEAST
 AE1196'OF AND ACROSS THE ROAD FROM A FENCE LINE RUNNING NORTHEAST AND
 AE1196'SOUTHWEST, 35.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AE1196'CENTERLINE OF THE ROAD.  MONUMENT IS 3.4 FEET SOUTHWEST OF A 4X4 INCH
 AE1196'WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AE1196
 AE1196                          STATION RECOVERY (1955)
 AE1196
 AE1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AE1196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0886 ***********************************************************************
 AJ0886  DESIGNATION -  S 795
 AJ0886  PID         -  AJ0886
 AJ0886  STATE/COUNTY-  TX/WEBB
 AJ0886  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0886
 AJ0886                         *CURRENT SURVEY CONTROL
 AJ0886  ___________________________________________________________________
 AJ0886* NAD 83(1986)-  27 25 16.     (N)    099 26 36.     (W)     SCALED    
 AJ0886* NAVD 88     -       145.178  (meters)     476.30   (feet)  ADJUSTED  
 AJ0886  ___________________________________________________________________
 AJ0886  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ0886  DYNAMIC HT  -         144.948 (meters)     475.55  (feet)  COMP
 AJ0886  MODELED GRAV-     979,060.7   (mgal)                       NAVD 88
 AJ0886
 AJ0886  VERT ORDER  -  SECOND    CLASS 0
 AJ0886
 AJ0886.The horizontal coordinates were scaled from a topographic map and have
 AJ0886.an estimated accuracy of +/- 6 seconds.
 AJ0886
 AJ0886.The orthometric height was determined by differential leveling
 AJ0886.and adjusted by the National Geodetic Survey in June 1991..
 AJ0886
 AJ0886.The geoid height was determined by GEOID03.
 AJ0886
 AJ0886.The dynamic height is computed by dividing the NAVD 88
 AJ0886.geopotential number by the normal gravity value computed on the
 AJ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0886.degrees latitude (g = 980.6199 gals.).
 AJ0886
 AJ0886.The modeled gravity was interpolated from observed gravity values.
 AJ0886
 AJ0886;                    North         East    Units  Estimated Accuracy
 AJ0886;SPC TX S     - 5,194,730.      206,730.      MT  (+/- 180 meters Scaled)
 AJ0886
 AJ0886                          SUPERSEDED SURVEY CONTROL
 AJ0886
 AJ0886  NGVD 29 (??/??/92)  145.229  (m)          476.47   (f) ADJ UNCH    2 0
 AJ0886
 AJ0886.Superseded values are not recommended for survey control.
 AJ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0886.See file dsdata.txt to determine how the superseded data were derived.
 AJ0886
 AJ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR561331(NAD 83)
 AJ0886_MARKER: DB = BENCH MARK DISK
 AJ0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0886_STAMPING: S 795 1943
 AJ0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0886+STABILITY: SURFACE MOTION
 AJ0886
 AJ0886  HISTORY     - Date     Condition        Report By
 AJ0886  HISTORY     - 1943     MONUMENTED       CGS
 AJ0886  HISTORY     - 1977     GOOD             USGS
 AJ0886
 AJ0886                          STATION DESCRIPTION
 AJ0886
 AJ0886'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0886'11.5 MI S FROM LAREDO.
 AJ0886'LAREDO JCT. U.S. HWY. 83 AND STATE HWY. 359, 7.1 MI. S. FROM, ALONG
 AJ0886'U.S. HWY. 83, THENCE 2.8 MI. E. ALONG AN OIL SURFACED COUNTY RD.,
 AJ0886'THENCE 1.7 MI. NW. ALONG A DIRT RD.  45 FT E. OF THE CENTERLINE OF AN
 AJ0886'OLD RD., 3 FT N. AND 2 FT W. OF A FENCE CORNER.  A STANDARD TABLET SET
 AJ0886'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1176 ***********************************************************************
 AE1176  DESIGNATION -  S 796
 AE1176  PID         -  AE1176
 AE1176  STATE/COUNTY-  TX/ZAPATA
 AE1176  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1176
 AE1176                         *CURRENT SURVEY CONTROL
 AE1176  ___________________________________________________________________
 AE1176* NAD 83(1986)-  26 52 07.     (N)    099 00 48.     (W)     SCALED    
 AE1176* NAVD 88     -       131.909  (meters)     432.77   (feet)  ADJUSTED  
 AE1176  ___________________________________________________________________
 AE1176  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE1176  DYNAMIC HT  -         131.695 (meters)     432.07  (feet)  COMP
 AE1176  MODELED GRAV-     979,023.6   (mgal)                       NAVD 88
 AE1176
 AE1176  VERT ORDER  -  SECOND    CLASS 0
 AE1176
 AE1176.The horizontal coordinates were scaled from a topographic map and have
 AE1176.an estimated accuracy of +/- 6 seconds.
 AE1176
 AE1176.The orthometric height was determined by differential leveling
 AE1176.and adjusted by the National Geodetic Survey in June 1991..
 AE1176
 AE1176.The geoid height was determined by GEOID03.
 AE1176
 AE1176.The dynamic height is computed by dividing the NAVD 88
 AE1176.geopotential number by the normal gravity value computed on the
 AE1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1176.degrees latitude (g = 980.6199 gals.).
 AE1176
 AE1176.The modeled gravity was interpolated from observed gravity values.
 AE1176
 AE1176;                    North         East    Units  Estimated Accuracy
 AE1176;SPC TX S     - 5,133,270.      249,000.      MT  (+/- 180 meters Scaled)
 AE1176
 AE1176                          SUPERSEDED SURVEY CONTROL
 AE1176
 AE1176  NGVD 29 (??/??/92)  131.947  (m)          432.90   (f) ADJ UNCH    2 0
 AE1176
 AE1176.Superseded values are not recommended for survey control.
 AE1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1176.See file dsdata.txt to determine how the superseded data were derived.
 AE1176
 AE1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ986718(NAD 83)
 AE1176_MARKER: DB = BENCH MARK DISK
 AE1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1176_STAMPING: S 796 1943
 AE1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1176+STABILITY: SURFACE MOTION
 AE1176
 AE1176  HISTORY     - Date     Condition        Report By
 AE1176  HISTORY     - 1943     MONUMENTED       CGS
 AE1176  HISTORY     - 1975     GOOD             USGS
 AE1176
 AE1176                          STATION DESCRIPTION
 AE1176
 AE1176'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AE1176'10.5 MI NE FROM CHIHUAHUA FARM.
 AE1176'FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM ROAD 2687 AT CHIHUAHUA
 AE1176'FARM GO NORTHEAST ALONG FARM ROAD FOR 10.5 MI. TO PAVED DRIVE TO FARM
 AE1176'SE AND TRACK ROAD NW, THENCE THRU ROW GATE NW ALONG TRACK ROAD 1300
 AE1176'FT. TO OLD HIGHWAY, THENCE NORTH ALONG OLD HIGHWAY 400 FT. TO BM ON
 AE1176'LEFT 34 FT. WEST OF CENTERLINE.  A STANDARD CAP SET IN A CONCRETE POST
 AE1176'PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1151 ***********************************************************************
 AE1151  DESIGNATION -  S 798
 AE1151  PID         -  AE1151
 AE1151  STATE/COUNTY-  TX/ZAPATA
 AE1151  USGS QUAD   -  LOPENO (1965)
 AE1151
 AE1151                         *CURRENT SURVEY CONTROL
 AE1151  ___________________________________________________________________
 AE1151* NAD 83(1986)-  26 44 00.     (N)    099 01 40.     (W)     SCALED    
 AE1151* NAVD 88     -       131.425  (meters)     431.18   (feet)  ADJUSTED  
 AE1151  ___________________________________________________________________
 AE1151  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AE1151  DYNAMIC HT  -         131.211 (meters)     430.48  (feet)  COMP
 AE1151  MODELED GRAV-     979,019.9   (mgal)                       NAVD 88
 AE1151
 AE1151  VERT ORDER  -  SECOND    CLASS 0
 AE1151
 AE1151.The horizontal coordinates were scaled from a topographic map and have
 AE1151.an estimated accuracy of +/- 6 seconds.
 AE1151
 AE1151.The orthometric height was determined by differential leveling
 AE1151.and adjusted by the National Geodetic Survey in June 1991..
 AE1151
 AE1151.The geoid height was determined by GEOID03.
 AE1151
 AE1151.The dynamic height is computed by dividing the NAVD 88
 AE1151.geopotential number by the normal gravity value computed on the
 AE1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1151.degrees latitude (g = 980.6199 gals.).
 AE1151
 AE1151.The modeled gravity was interpolated from observed gravity values.
 AE1151
 AE1151;                    North         East    Units  Estimated Accuracy
 AE1151;SPC TX S     - 5,118,290.      247,500.      MT  (+/- 180 meters Scaled)
 AE1151
 AE1151                          SUPERSEDED SURVEY CONTROL
 AE1151
 AE1151  NGVD 29 (??/??/92)  131.488  (m)          431.39   (f) ADJ UNCH    2 0
 AE1151
 AE1151.Superseded values are not recommended for survey control.
 AE1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1151.See file dsdata.txt to determine how the superseded data were derived.
 AE1151
 AE1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ972569(NAD 83)
 AE1151_MARKER: DB = BENCH MARK DISK
 AE1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1151_STAMPING: S 798 1943
 AE1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1151+STABILITY: SURFACE MOTION
 AE1151
 AE1151  HISTORY     - Date     Condition        Report By
 AE1151  HISTORY     - 1943     MONUMENTED       CGS
 AE1151  HISTORY     - 1965     GOOD             USGS
 AE1151
 AE1151                          STATION DESCRIPTION
 AE1151
 AE1151'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE1151'13.4 MI NE FROM LOPENO.
 AE1151'1.4 MI. NORTH ALONG U.S. HWY 83 FROM THE POST OFFICE AT LOPENO. THENCE
 AE1151'1.3 MI. NE AND SE ALONG DIRT ROADS AT THE LOS LAZOS RANCH TO AN
 AE1151'ABANDONED GAS WELL SITE.  THENCE 2.0 MI. NE ALONG A DIRT RD ALONG THE
 AE1151'NW SIDE OF A SW-NE FENCE.  THENCE 3.1 MI. SE AND E ALONG MAIN TRAVELED
 AE1151'DIRT RD.  1.0 MI. NW OF THE PEDERNAL RANCH HOUSE.  800 FT N OF A DAM,
 AE1151'260 FT SW OF A GATE ON THE RD, 30 FT SE OF A FENCE.  A STANDARD USC
 AE1151'AND GS DISK, STAMPED S798 1943, SET IN THE TOP OF A CONCRETE POST
 AE1151'PROJECTING 0.3 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0018 ***********************************************************************
 AY0018  DESIGNATION -  S 799
 AY0018  PID         -  AY0018
 AY0018  STATE/COUNTY-  TX/BEXAR
 AY0018  USGS QUAD   -  SCHERTZ (1992)
 AY0018
 AY0018                         *CURRENT SURVEY CONTROL
 AY0018  ___________________________________________________________________
 AY0018* NAD 83(1986)-  29 34 03.     (N)    098 21 55.     (W)     SCALED    
 AY0018* NAVD 88     -       259.410  (meters)     851.08   (feet)  POSTED    
 AY0018  ___________________________________________________________________
 AY0018  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AY0018  DYNAMIC HT  -         259.030 (meters)     849.83  (feet)  COMP
 AY0018  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AY0018
 AY0018  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0018
 AY0018.The horizontal coordinates were scaled from a topographic map and have
 AY0018.an estimated accuracy of +/- 6 seconds.
 AY0018
 AY0018.The orthometric height was determined by differential leveling
 AY0018.and adjusted by the National Geodetic Survey in 1992..
 AY0018.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0018.rate of 0.0 thru 1.0 mm/km.
 AY0018
 AY0018.The geoid height was determined by GEOID03.
 AY0018
 AY0018.The dynamic height is computed by dividing the NAVD 88
 AY0018.geopotential number by the normal gravity value computed on the
 AY0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0018.degrees latitude (g = 980.6199 gals.).
 AY0018
 AY0018.The modeled gravity was interpolated from observed gravity values.
 AY0018
 AY0018;                    North         East    Units  Estimated Accuracy
 AY0018;SPC TXSC     - 4,192,360.      661,500.      MT  (+/- 180 meters Scaled)
 AY0018
 AY0018                          SUPERSEDED SURVEY CONTROL
 AY0018
 AY0018  NGVD 29 (??/??/92)  259.24   (m)          850.5    (f) COMPUTED    1 2
 AY0018
 AY0018.Superseded values are not recommended for survey control.
 AY0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0018.See file dsdata.txt to determine how the superseded data were derived.
 AY0018
 AY0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT614710(NAD 83)
 AY0018_MARKER: DB = BENCH MARK DISK
 AY0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0018_SP_SET: BRIDGE
 AY0018_STAMPING: S 799 1943
 AY0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0018
 AY0018  HISTORY     - Date     Condition        Report By
 AY0018  HISTORY     - 1943     MONUMENTED       CGS
 AY0018  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0018  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0018  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0018  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AY0018
 AY0018                          STATION DESCRIPTION
 AY0018
 AY0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0018'17.6 MI SW FROM NEW BRAUNFELS.
 AY0018'IN BEXAR COUNTY, 17.6 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 AY0018'RAILROAD OF TEXAS FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 8
 AY0018'POLES NORTHEAST OF MILEPOST 1021, OPPOSITE WOODEN TRESTLE M 1020.8,
 AY0018'114 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AT A 31-FOOT
 AY0018'CONCRETE BRIDGE ON A GRAVEL ROAD, IN THE TOP OF THE NORTHWEST END OF
 AY0018'THE NORTHEAST HEADWALL, 8.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 AY0018'ROAD, AND 0.8 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK.
 AY0018
 AY0018                          STATION RECOVERY (1967)
 AY0018
 AY0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0018'MARK NOT FOUND.
 AY0018
 AY0018                          STATION RECOVERY (1980)
 AY0018
 AY0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0018'SEARCHED FOR, NOT RECOVERED.
 AY0018
 AY0018                          STATION RECOVERY (1988)
 AY0018
 AY0018'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0018'MARK NOT FOUND.
 AY0018
 AY0018                          STATION RECOVERY (1999)
 AY0018
 AY0018'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0251 ***********************************************************************
 AW0251  DESIGNATION -  S 8 TXHD
 AW0251  PID         -  AW0251
 AW0251  STATE/COUNTY-  TX/HARRIS
 AW0251  USGS QUAD   -  PEARLAND (1995)
 AW0251
 AW0251                         *CURRENT SURVEY CONTROL
 AW0251  ___________________________________________________________________
 AW0251* NAD 83(1986)-  29 36 01.     (N)    095 17 41.     (W)     SCALED    
 AW0251* NAVD 88     -        14.52   (+/-2cm)      47.6    (feet)  VERTCON   
 AW0251  ___________________________________________________________________
 AW0251  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW0251
 AW0251  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0251
 AW0251.The horizontal coordinates were scaled from a topographic map and have
 AW0251.an estimated accuracy of +/- 6 seconds.
 AW0251
 AW0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0251.The vertical order pertains to the NGVD 29 superseded value.
 AW0251
 AW0251.The geoid height was determined by GEOID03.
 AW0251
 AW0251;                    North         East    Units  Estimated Accuracy
 AW0251;SPC TXSC     - 4,201,510.      958,830.      MT  (+/- 180 meters Scaled)
 AW0251
 AW0251                          SUPERSEDED SURVEY CONTROL
 AW0251
 AW0251  NGVD 29 (??/??/92)   14.518  (m)           47.63   (f) ADJ UNCH    1 1
 AW0251
 AW0251.Superseded values are not recommended for survey control.
 AW0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0251.See file dsdata.txt to determine how the superseded data were derived.
 AW0251
 AW0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN777766(NAD 83)
 AW0251_MARKER: DD = SURVEY DISK
 AW0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0251_STAMPING: S 8
 AW0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0251+STABILITY: SURFACE MOTION
 AW0251
 AW0251  HISTORY     - Date     Condition        Report By
 AW0251  HISTORY     - UNK      MONUMENTED       TXHD
 AW0251  HISTORY     - 1973     GOOD             NGS
 AW0251  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW0251  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0251  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0251  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0251  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0251  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0251  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0251
 AW0251                          STATION DESCRIPTION
 AW0251
 AW0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0251'1.35 MI S FROM MYKAWA.
 AW0251'1.35 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0251'THE CROSSING OF ALMEDA-GENOA ROAD AT MYKAWA, 0.25 MILE NORTHWEST OF
 AW0251'THE ROAD AND RAILROAD BRIDGES OVER CLEAR CREEK, 10 FEET SOUTHWEST OF
 AW0251'THE SOUTHWEST RAIL, 1.0 FOOT EAST OF A STEEL POST, 3 FEET NORTHWEST OF
 AW0251'A WOODEN POST, 2 FEET LOWER THAN THE TRACK, SET IN THE TOP OF A
 AW0251'CONCRETE POST THAT IS FLUSH WITH THE BALLAST OF THE RAILROAD, AND
 AW0251'ABOUT 5 FEET HIGHER THAN THE ROAD.
 AW0251
 AW0251                          STATION RECOVERY (1976)
 AW0251
 AW0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW0251'MARK NOT FOUND.
 AW0251
 AW0251                          STATION RECOVERY (1978)
 AW0251
 AW0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0251'NOT RECOVERED.
 AW0251
 AW0251                          STATION RECOVERY (1978)
 AW0251
 AW0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0251'NOT RECOVERED.
 AW0251
 AW0251                          STATION RECOVERY (1988)
 AW0251
 AW0251'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0251'MARK NOT FOUND.
 AW0251
 AW0251                          STATION RECOVERY (1988)
 AW0251
 AW0251'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0251'MARK NOT FOUND.
 AW0251
 AW0251                          STATION RECOVERY (1989)
 AW0251
 AW0251'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0251'MARK NOT FOUND.
 AW0251
 AW0251                          STATION RECOVERY (1989)
 AW0251
 AW0251'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0241 ***********************************************************************
 BN0241  DESIGNATION -  S 80
 BN0241  PID         -  BN0241
 BN0241  STATE/COUNTY-  TX/MASON
 BN0241  USGS QUAD   -  MASON (1979)
 BN0241
 BN0241                         *CURRENT SURVEY CONTROL
 BN0241  ___________________________________________________________________
 BN0241* NAD 83(1986)-  30 43 24.     (N)    099 12 07.     (W)     SCALED    
 BN0241* NAVD 88     -       454.398  (meters)    1490.80   (feet)  ADJUSTED  
 BN0241  ___________________________________________________________________
 BN0241  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 BN0241  DYNAMIC HT  -         453.782 (meters)    1488.78  (feet)  COMP
 BN0241  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 BN0241
 BN0241  VERT ORDER  -  FIRST     CLASS II
 BN0241
 BN0241.The horizontal coordinates were scaled from a topographic map and have
 BN0241.an estimated accuracy of +/- 6 seconds.
 BN0241
 BN0241.The orthometric height was determined by differential leveling
 BN0241.and adjusted by the National Geodetic Survey in June 1991..
 BN0241
 BN0241.The geoid height was determined by GEOID03.
 BN0241
 BN0241.The dynamic height is computed by dividing the NAVD 88
 BN0241.geopotential number by the normal gravity value computed on the
 BN0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0241.degrees latitude (g = 980.6199 gals.).
 BN0241
 BN0241.The modeled gravity was interpolated from observed gravity values.
 BN0241
 BN0241;                    North         East    Units  Estimated Accuracy
 BN0241;SPC TX C     - 3,117,690.      808,350.      MT  (+/- 180 meters Scaled)
 BN0241
 BN0241                          SUPERSEDED SURVEY CONTROL
 BN0241
 BN0241  NGVD 29 (??/??/92)  454.34   (m)         1490.6    (f) COMPUTED    1 2
 BN0241
 BN0241.Superseded values are not recommended for survey control.
 BN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0241.See file dsdata.txt to determine how the superseded data were derived.
 BN0241
 BN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU806989(NAD 83)
 BN0241_MARKER: DB = BENCH MARK DISK
 BN0241_SETTING: 66 = SET IN ROCK OUTCROP
 BN0241_SP_SET: ROCK OUTCROP
 BN0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0241+STABILITY: POSITION/ELEVATION WELL
 BN0241
 BN0241  HISTORY     - Date     Condition        Report By
 BN0241  HISTORY     - UNK      MONUMENTED       CGS
 BN0241  HISTORY     - 1931     GOOD             NGS
 BN0241  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0241  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 BN0241  HISTORY     - 20041005 MARK NOT FOUND   USPSQD
 BN0241
 BN0241                          STATION DESCRIPTION
 BN0241
 BN0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0241'2.7 MI SE FROM MASON.
 BN0241'ABOUT 2.7 MI. SE OF THE COURT HOUSE IN MASON, ON THE E SIDE OF
 BN0241'MASON-FREDERICKSBURG ROAD, ON THE W SIDE OF A LARGE OUT-CROP OF BROWN
 BN0241'SANDSTONE.  THE STANDARD DISC IS SET FLUSH IN A SMALL HORIZONTAL BENCH
 BN0241'IN THE ROCK, 1 M. ABOVE THE ROAD LEVEL, 8 M. E OF THE C.L. OF THE
 BN0241'ROAD, AND 0.20 M. W OF A FENCE LINE.  THE DISC IS IN THE WEST SIDE
 BN0241'CENTER OF THE OUT-CROP WHICH EXTENDS FROM THE ROAD R.O.W. NE ABOUT 20
 BN0241'M. THE B.M. IS 25 M. SE OF A TELEPHONE POLE MARKED NO. 55. IT IS
 BN0241'EXPECTED THAT IN THE NEAR FUTURE THIS SECTION OF THE
 BN0241'FREDERICKSBURG-MASON HIGHWAY (US 385) WHICH IS UNPAVED, WILL BE
 BN0241'ABANDONED AND A NEW HIGHWAY ABOUT 5 MI. IN LENGTH WILL BE BUILT OVER A
 BN0241'SHORTER ROUTE.
 BN0241
 BN0241                          STATION RECOVERY (1991)
 BN0241
 BN0241'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0241'MARK NOT FOUND.
 BN0241
 BN0241                          STATION RECOVERY (1996)
 BN0241
 BN0241'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0241'MARK NOT FOUND.
 BN0241
 BN0241                          STATION RECOVERY (2004)
 BN0241
 BN0241'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0242 ***********************************************************************
 BN0242  DESIGNATION -  S 80 RESET 1933
 BN0242  PID         -  BN0242
 BN0242  STATE/COUNTY-  TX/MASON
 BN0242  USGS QUAD   -  MASON (1979)
 BN0242
 BN0242                         *CURRENT SURVEY CONTROL
 BN0242  ___________________________________________________________________
 BN0242* NAD 83(1986)-  30 43 24.     (N)    099 12 08.     (W)     SCALED    
 BN0242* NAVD 88     -       454.398  (meters)    1490.80   (feet)  ADJUSTED  
 BN0242  ___________________________________________________________________
 BN0242  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 BN0242  DYNAMIC HT  -         453.782 (meters)    1488.78  (feet)  COMP
 BN0242  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 BN0242
 BN0242  VERT ORDER  -  FIRST     CLASS II
 BN0242
 BN0242.The horizontal coordinates were scaled from a topographic map and have
 BN0242.an estimated accuracy of +/- 6 seconds.
 BN0242
 BN0242.The orthometric height was determined by differential leveling
 BN0242.and adjusted by the National Geodetic Survey in June 1991..
 BN0242
 BN0242.The geoid height was determined by GEOID03.
 BN0242
 BN0242.The dynamic height is computed by dividing the NAVD 88
 BN0242.geopotential number by the normal gravity value computed on the
 BN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0242.degrees latitude (g = 980.6199 gals.).
 BN0242
 BN0242.The modeled gravity was interpolated from observed gravity values.
 BN0242
 BN0242;                    North         East    Units  Estimated Accuracy
 BN0242;SPC TX C     - 3,117,690.      808,320.      MT  (+/- 180 meters Scaled)
 BN0242
 BN0242                          SUPERSEDED SURVEY CONTROL
 BN0242
 BN0242  NGVD 29 (??/??/??)  454.34   (m)         1490.6    (f) RESET       3  
 BN0242
 BN0242.Superseded values are not recommended for survey control.
 BN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0242.See file dsdata.txt to determine how the superseded data were derived.
 BN0242
 BN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU806989(NAD 83)
 BN0242_MARKER: DB = BENCH MARK DISK
 BN0242_SETTING: 66 = SET IN ROCK OUTCROP
 BN0242_SP_SET: ROCK OUTCROP
 BN0242_STAMPING: S 80 RESET 1933
 BN0242_MARK LOGO: TXHD  
 BN0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0242+STABILITY: POSITION/ELEVATION WELL
 BN0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0242+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0242
 BN0242  HISTORY     - Date     Condition        Report By
 BN0242  HISTORY     - 1933     MONUMENTED       CGS
 BN0242  HISTORY     - 1953     GOOD             NGS
 BN0242  HISTORY     - 1982     GOOD             NGS
 BN0242  HISTORY     - 1990     GOOD             USPSQD
 BN0242  HISTORY     - 1991     GOOD             USPSQD
 BN0242  HISTORY     - 19960212 GOOD             USPSQD
 BN0242  HISTORY     - 20041005 GOOD             USPSQD
 BN0242  HISTORY     - 20051123 GOOD             USPSQD
 BN0242
 BN0242                          STATION DESCRIPTION
 BN0242
 BN0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0242'2.5 MI SE FROM MASON.
 BN0242'2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0242'MASON, 31 FEET SOUTHEAST OF THE SOUTH CORNER OF A SMALL STUCCO
 BN0242'BUILDING, 53 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BN0242'THE TOP OF THE NORTHEAST EDGE OF A LARGE SANDSTONE OUTCROP.
 BN0242
 BN0242                          STATION RECOVERY (1982)
 BN0242
 BN0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0242'4.0 KM (2.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 BN0242'MASON, SET IN TOP OF THE NORTHEAST EDGE OF A LARGE SANDSTONE OUTCROP,
 BN0242'26.1 METERS (85.5 FT) NORTHEAST OF CENTERLINE OF HIGHWAY, 9.4 METERS
 BN0242'(31.0 FT) SOUTHEAST OF THE SOUTH CORNER OF A SMALL STUCCO BUILDING,
 BN0242'AND 2.2 METERS (7.5 FT) NORTHEAST OF A FENCE.
 BN0242'THE MARK IS 5.8 METERS  N FROM A WITNESS POST.
 BN0242'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BN0242
 BN0242                          STATION RECOVERY (1990)
 BN0242
 BN0242'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0242'RECOVERED IN GOOD CONDITION.
 BN0242
 BN0242                          STATION RECOVERY (1991)
 BN0242
 BN0242'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0242'RECOVERED IN GOOD CONDITION.
 BN0242
 BN0242                          STATION RECOVERY (1996)
 BN0242
 BN0242'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0242'RECOVERED IN GOOD CONDITION.
 BN0242
 BN0242                          STATION RECOVERY (2004)
 BN0242
 BN0242'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0242'RECOVERED IN GOOD CONDITION.
 BN0242
 BN0242                          STATION RECOVERY (2005)
 BN0242
 BN0242'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0242'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4260 ***********************************************************************
 AW4260  DESIGNATION -  S 800
 AW4260  PID         -  AW4260
 AW4260  STATE/COUNTY-  TX/FORT BEND
 AW4260  USGS QUAD   -  KENDLETON (1981)
 AW4260
 AW4260                         *CURRENT SURVEY CONTROL
 AW4260  ___________________________________________________________________
 AW4260* NAD 83(1986)-  29 22 58.     (N)    095 56 38.     (W)     SCALED    
 AW4260* NAVD 88     -        24.64   (+/-2cm)      80.8    (feet)  VERTCON   
 AW4260  ___________________________________________________________________
 AW4260  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4260
 AW4260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4260
 AW4260.The horizontal coordinates were scaled from a topographic map and have
 AW4260.an estimated accuracy of +/- 6 seconds.
 AW4260
 AW4260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4260.The vertical order pertains to the NGVD 29 superseded value.
 AW4260
 AW4260.The geoid height was determined by GEOID03.
 AW4260
 AW4260;                    North         East    Units  Estimated Accuracy
 AW4260;SPC TXSC     - 4,175,600.      896,610.      MT  (+/- 180 meters Scaled)
 AW4260
 AW4260                          SUPERSEDED SURVEY CONTROL
 AW4260
 AW4260  NGVD 29 (??/??/92)   24.640  (m)           80.84   (f) ADJ UNCH    2 0
 AW4260
 AW4260.Superseded values are not recommended for survey control.
 AW4260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4260.See file dsdata.txt to determine how the superseded data were derived.
 AW4260
 AW4260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN142539(NAD 83)
 AW4260_MARKER: DB = BENCH MARK DISK
 AW4260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4260_STAMPING: S 800 1943
 AW4260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4260+STABILITY: SURFACE MOTION
 AW4260
 AW4260  HISTORY     - Date     Condition        Report By
 AW4260  HISTORY     - 1943     MONUMENTED       CGS
 AW4260  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4260  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4260
 AW4260                          STATION DESCRIPTION
 AW4260
 AW4260'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4260'7.45 MI SE FROM KENDLETON.
 AW4260'TO REACH FROM THE KENDLETON NEGRO SCHOOL NO. 2 (0.75 MILE NORTHEAST OF
 AW4260'THE RAILROAD STATION AT KENDLETON), PROCEED 4.3 MILES SOUTHEASTERLY
 AW4260'ALONG A COUNTY DIRT ROAD TO THE END OF THE ROAD AND THE INTERSECTION
 AW4260'OF A DIRT TRACK ROAD LEADING SOUTH, THENCE 2.4 MILES SOUTHERLY ALONG A
 AW4260'DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE
 AW4260'NORTHWEST OF A PIPELINE TELEPHONE LINE ACROSS THE ROAD. IT IS 58.0
 AW4260'YARDS SOUTH OF A TRIANGULAR BLASE ON A 2.5 FOOT ELM TREE, 13.0 FEET
 AW4260'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AW4260'ROAD.  MONUMENT IS 1.9 FOOT NORTHWEST OF A 4X4 INCH WHITE WOODEN
 AW4260'MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND, AND SET IN A
 AW4260'CONCRETE POST.
 AW4260
 AW4260                          STATION RECOVERY (1995)
 AW4260
 AW4260'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4260'MARK NOT FOUND.
 AW4260
 AW4260                          STATION RECOVERY (1998)
 AW4260
 AW4260'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4385 ***********************************************************************
 AW4385  DESIGNATION -  S 801
 AW4385  PID         -  AW4385
 AW4385  STATE/COUNTY-  TX/BRAZORIA
 AW4385  USGS QUAD   -  DANCIGER (1980)
 AW4385
 AW4385                         *CURRENT SURVEY CONTROL
 AW4385  ___________________________________________________________________
 AW4385* NAD 83(1986)-  29 09 31.     (N)    095 46 26.     (W)     SCALED    
 AW4385* NAVD 88     -        12.86   (+/-2cm)      42.2    (feet)  VERTCON   
 AW4385  ___________________________________________________________________
 AW4385  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW4385
 AW4385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4385
 AW4385.The horizontal coordinates were scaled from a topographic map and have
 AW4385.an estimated accuracy of +/- 6 seconds.
 AW4385
 AW4385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4385.The vertical order pertains to the NGVD 29 superseded value.
 AW4385
 AW4385.The geoid height was determined by GEOID03.
 AW4385
 AW4385;                    North         East    Units  Estimated Accuracy
 AW4385;SPC TXSC     - 4,151,200.      913,790.      MT  (+/- 180 meters Scaled)
 AW4385
 AW4385                          SUPERSEDED SURVEY CONTROL
 AW4385
 AW4385  NGVD 29 (??/??/92)   12.875  (m)           42.24   (f) ADJ UNCH    2 0
 AW4385
 AW4385.Superseded values are not recommended for survey control.
 AW4385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4385.See file dsdata.txt to determine how the superseded data were derived.
 AW4385
 AW4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN301287(NAD 83)
 AW4385_MARKER: DB = BENCH MARK DISK
 AW4385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4385_SP_SET: CULVERT
 AW4385_STAMPING: S 801 1943
 AW4385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4385
 AW4385  HISTORY     - Date     Condition        Report By
 AW4385  HISTORY     - 1943     MONUMENTED       CGS
 AW4385
 AW4385                          STATION DESCRIPTION
 AW4385
 AW4385'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4385'8.1 MI W FROM WEST COLUMBIA.
 AW4385'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED WESTERLY
 AW4385'8.1 MILES ALONG WEST COLUMBIA-PLEDGER CONCRETE ROAD TO A
 AW4385'MULTIPULE-ARCH CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS
 AW4385'AT THE SOUTHWEST END OF A CURVE, ABOUT 0.5 MILE SOUTHWEST OF THE
 AW4385'BRIDGE OVER THE SAN BERNARDO RIVER, 24.0 FEET SOUTH OF AND ABOUT 4.0
 AW4385'FEET BELOW THE CENTERLINE OF THE ROAD AND IS SET HORIZONTALLY IN THE
 AW4385'TOP WEST END OF THE SOUTH HEADWALL OF THE MULTIPULE-ARCH CONCRETE
 AW4385'CULVERT.  NOTE-- (ALSO ABOUT 9.7 MILES EAST OF PLEDGER).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4407 ***********************************************************************
 AW4407  DESIGNATION -  S 802
 AW4407  PID         -  AW4407
 AW4407  STATE/COUNTY-  TX/BRAZORIA
 AW4407  USGS QUAD   -  OTEY (1980)
 AW4407
 AW4407                         *CURRENT SURVEY CONTROL
 AW4407  ___________________________________________________________________
 AW4407* NAD 83(1986)-  29 15 52.     (N)    095 35 59.     (W)     SCALED    
 AW4407* NAVD 88     -        16.18   (+/-2cm)      53.1    (feet)  VERTCON   
 AW4407  ___________________________________________________________________
 AW4407  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW4407
 AW4407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4407
 AW4407.The horizontal coordinates were scaled from a topographic map and have
 AW4407.an estimated accuracy of +/- 6 seconds.
 AW4407
 AW4407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4407.The vertical order pertains to the NGVD 29 superseded value.
 AW4407
 AW4407.The geoid height was determined by GEOID03.
 AW4407
 AW4407;                    North         East    Units  Estimated Accuracy
 AW4407;SPC TXSC     - 4,163,410.      930,380.      MT  (+/- 180 meters Scaled)
 AW4407
 AW4407                          SUPERSEDED SURVEY CONTROL
 AW4407
 AW4407  NGVD 29 (??/??/92)   16.186  (m)           53.10   (f) ADJ UNCH    2 0
 AW4407
 AW4407.Superseded values are not recommended for survey control.
 AW4407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4407.See file dsdata.txt to determine how the superseded data were derived.
 AW4407
 AW4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN473400(NAD 83)
 AW4407_MARKER: DB = BENCH MARK DISK
 AW4407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4407_SP_SET: CULVERT
 AW4407_STAMPING: S 802 1943
 AW4407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4407+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW4407
 AW4407  HISTORY     - Date     Condition        Report By
 AW4407  HISTORY     - 1943     MONUMENTED       CGS
 AW4407  HISTORY     - 20041109 GOOD             USPSQD
 AW4407
 AW4407                          STATION DESCRIPTION
 AW4407
 AW4407'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4407'9.8 MI N FROM EAST COLUMBIA.
 AW4407'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4407'COLUMBIA.  PROCEED NORTHERLY 9.8 MILES ALONG CONCRETE ROAD TO A
 AW4407'CONCRETE BOX CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2
 AW4407'MILE NORTH OF A FARM HOUSE ON EAST SIDE OF ROAD, 15.0 FEET EAST OF AND
 AW4407'ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE CONCRETE ROAD AND IS SET
 AW4407'HORIZONTALLY IN THE TOP NORTH END OF THE EAST HEADWALL OF THE CONCRETE
 AW4407'BOX CULVERT.
 AW4407
 AW4407                          STATION RECOVERY (2004)
 AW4407
 AW4407'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0596 ***********************************************************************
 BM0596  DESIGNATION -  S 804
 BM0596  PID         -  BM0596
 BM0596  STATE/COUNTY-  TX/TRAVIS
 BM0596  USGS QUAD   -  AUSTIN WEST (1988)
 BM0596
 BM0596                         *CURRENT SURVEY CONTROL
 BM0596  ___________________________________________________________________
 BM0596* NAD 83(1986)-  30 17 20.     (N)    097 48 52.     (W)     SCALED    
 BM0596* NAVD 88     -       252.626  (meters)     828.82   (feet)  ADJUSTED  
 BM0596  ___________________________________________________________________
 BM0596  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BM0596  DYNAMIC HT  -         252.282 (meters)     827.70  (feet)  COMP
 BM0596  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 BM0596
 BM0596  VERT ORDER  -  FIRST     CLASS I
 BM0596
 BM0596.The horizontal coordinates were scaled from a topographic map and have
 BM0596.an estimated accuracy of +/- 6 seconds.
 BM0596
 BM0596.The orthometric height was determined by differential leveling
 BM0596.and adjusted by the National Geodetic Survey in June 1991..
 BM0596
 BM0596.The geoid height was determined by GEOID03.
 BM0596
 BM0596.The dynamic height is computed by dividing the NAVD 88
 BM0596.geopotential number by the normal gravity value computed on the
 BM0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0596.degrees latitude (g = 980.6199 gals.).
 BM0596
 BM0596.The modeled gravity was interpolated from observed gravity values.
 BM0596
 BM0596;                    North         East    Units  Estimated Accuracy
 BM0596;SPC TX C     - 3,071,720.      942,300.      MT  (+/- 180 meters Scaled)
 BM0596
 BM0596                          SUPERSEDED SURVEY CONTROL
 BM0596
 BM0596  NGVD 29 (??/??/92)  252.547  (m)          828.56   (f) ADJ UNCH    1 1
 BM0596
 BM0596.Superseded values are not recommended for survey control.
 BM0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0596.See file dsdata.txt to determine how the superseded data were derived.
 BM0596
 BM0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU140513(NAD 83)
 BM0596_MARKER: DB = BENCH MARK DISK
 BM0596_SETTING: 66 = SET IN ROCK OUTCROP
 BM0596_SP_SET: OUTCROP
 BM0596_STAMPING: S 804 1953
 BM0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0596+STABILITY: POSITION/ELEVATION WELL
 BM0596
 BM0596  HISTORY     - Date     Condition        Report By
 BM0596  HISTORY     - 1953     MONUMENTED       CGS
 BM0596  HISTORY     - 1973     GOOD             NGS
 BM0596  HISTORY     - 1983     GOOD             USPSQD
 BM0596  HISTORY     - 1990     GOOD             USPSQD
 BM0596  HISTORY     - 1990     GOOD             USPSQD
 BM0596  HISTORY     - 19950624 GOOD             USPSQD
 BM0596  HISTORY     - 20010224 GOOD             USPSQD
 BM0596
 BM0596                          STATION DESCRIPTION
 BM0596
 BM0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0596'0.5 MI NW FROM WEST LAKE HILLS.
 BM0596'ABOUT 0.5 MILES NORTHWEST ALONG RANCH ROAD 2244 BEE CAVE ROAD FROM THE
 BM0596'EANES ELEMENTARY SCHOOL AT WEST LAKE HILLS, 0.2 MILES SOUTHEAST OF THE
 BM0596'SOUTH WESTERN BELL TELEPHONE COMPANY BUILDING, 86 YARDS NORTHWEST
 BM0596'ALONG AN OLD PAVED FROM JUNCTION WITH NEW RANCH ROAD 2244, 216.0 FEET
 BM0596'NORTHWEST OF THE CENTER LINE OF AN ASPHALT DRIVEWAY TO NORMAN J.
 BM0596'LINDEY HOUSE OF KENNELS, 27.0 FEET NORTHEAST OF THE CENTER LINE OF AN
 BM0596'OLD ASPHALT ROAD, SET IN TOP OF A FLAT LIMESTONE ROCK OUTCROP, 0.85
 BM0596'MILES NORTHWEST OF THE BENCH MARK Z 1222, THE DISK NOT PERFECTLY
 BM0596'LEVEL, ABOUT 4.0 FEET ABOVE THE ROAD.
 BM0596
 BM0596                          STATION RECOVERY (1983)
 BM0596
 BM0596'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0596'RECOVERED IN GOOD CONDITION.
 BM0596
 BM0596                          STATION RECOVERY (1990)
 BM0596
 BM0596'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0596'RECOVERED IN GOOD CONDITION.
 BM0596
 BM0596                          STATION RECOVERY (1990)
 BM0596
 BM0596'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0596'RECOVERED IN GOOD CONDITION.
 BM0596
 BM0596                          STATION RECOVERY (1995)
 BM0596
 BM0596'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0596'RECOVERED IN GOOD CONDITION.
 BM0596
 BM0596                          STATION RECOVERY (2001)
 BM0596
 BM0596'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 BM0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0508 ***********************************************************************
 BM0508  DESIGNATION -  S 805
 BM0508  PID         -  BM0508
 BM0508  STATE/COUNTY-  TX/BASTROP
 BM0508  USGS QUAD   -  ELGIN EAST (1982)
 BM0508
 BM0508                         *CURRENT SURVEY CONTROL
 BM0508  ___________________________________________________________________
 BM0508* NAD 83(1986)-  30 19 41.     (N)    097 17 21.     (W)     SCALED    
 BM0508* NAVD 88     -       151.57   (+/-2cm)     497.3    (feet)  VERTCON   
 BM0508  ___________________________________________________________________
 BM0508  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0508
 BM0508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0508
 BM0508.The horizontal coordinates were scaled from a topographic map and have
 BM0508.an estimated accuracy of +/- 6 seconds.
 BM0508
 BM0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0508.The vertical order pertains to the NGVD 29 superseded value.
 BM0508
 BM0508.The geoid height was determined by GEOID03.
 BM0508
 BM0508;                    North         East    Units  Estimated Accuracy
 BM0508;SPC TX C     - 3,077,330.      992,700.      MT  (+/- 180 meters Scaled)
 BM0508
 BM0508                          SUPERSEDED SURVEY CONTROL
 BM0508
 BM0508  NGVD 29 (??/??/92)  151.503  (m)          497.06   (f) ADJ UNCH    2 0
 BM0508
 BM0508.Superseded values are not recommended for survey control.
 BM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0508.See file dsdata.txt to determine how the superseded data were derived.
 BM0508
 BM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU644563(NAD 83)
 BM0508_MARKER: DB = BENCH MARK DISK
 BM0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0508_STAMPING: S 805 1953
 BM0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0508+STABILITY: SURFACE MOTION
 BM0508
 BM0508  HISTORY     - Date     Condition        Report By
 BM0508  HISTORY     - 1953     MONUMENTED       CGS
 BM0508  HISTORY     - 19910710 GOOD             USPSQD
 BM0508
 BM0508                          STATION DESCRIPTION
 BM0508
 BM0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0508'6.4 MI NE FROM ELGIN.
 BM0508'5.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0508'STATION AT ELGIN, THENCE 1.0 MILE NORTHEAST ALONG FARM ROAD 696, 37
 BM0508'FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, 85.3 FEET
 BM0508'NORTHEAST OF THE CENTER OF A STEEL CATTLE GUARD, 85.3 FEET NORTHEAST
 BM0508'OF THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTHWEST, 96 FEET
 BM0508'SOUTHWEST OF A 12 INCH ELM TREE, 2.2 FEET SOUTHEAST OF A FENCE, 2 FEET
 BM0508'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0508'PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE-- THE TEXAS AND NEW ORLEANS
 BM0508'RAILROAD IS NOW THE SOUTHERN PACIFIC RAILROAD.
 BM0508
 BM0508                          STATION RECOVERY (1991)
 BM0508
 BM0508'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0193 ***********************************************************************
 AX0193  DESIGNATION -  S 806
 AX0193  PID         -  AX0193
 AX0193  STATE/COUNTY-  TX/AUSTIN
 AX0193  USGS QUAD   -  WALLIS (1980)
 AX0193
 AX0193                         *CURRENT SURVEY CONTROL
 AX0193  ___________________________________________________________________
 AX0193* NAD 83(1986)-  29 40 14.     (N)    096 01 18.     (W)     SCALED    
 AX0193* NAVD 88     -        36.11   (+/-2cm)     118.5    (feet)  VERTCON   
 AX0193  ___________________________________________________________________
 AX0193  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0193
 AX0193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0193
 AX0193.The horizontal coordinates were scaled from a topographic map and have
 AX0193.an estimated accuracy of +/- 6 seconds.
 AX0193
 AX0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0193.The vertical order pertains to the NGVD 29 superseded value.
 AX0193
 AX0193.The geoid height was determined by GEOID03.
 AX0193
 AX0193;                    North         East    Units  Estimated Accuracy
 AX0193;SPC TXSC     - 4,207,280.      888,250.      MT  (+/- 180 meters Scaled)
 AX0193
 AX0193                          SUPERSEDED SURVEY CONTROL
 AX0193
 AX0193  NGVD 29 (??/??/92)   36.099  (m)          118.43   (f) ADJ UNCH    2 0
 AX0193
 AX0193.Superseded values are not recommended for survey control.
 AX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0193.See file dsdata.txt to determine how the superseded data were derived.
 AX0193
 AX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT882859(NAD 83)
 AX0193_MARKER: DB = BENCH MARK DISK
 AX0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0193_SP_SET: PIER
 AX0193_STAMPING: S 806 1943
 AX0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0193
 AX0193  HISTORY     - Date     Condition        Report By
 AX0193  HISTORY     - 1943     MONUMENTED       CGS
 AX0193  HISTORY     - 19991024 GOOD             USPSQD
 AX0193
 AX0193                          STATION DESCRIPTION
 AX0193
 AX0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0193'2.65 MI SW FROM SIMONTON.
 AX0193'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0193'STATION AT SIMONTON-- PROCEED 2.65 MILES WESTERLY ALONG THE RAILROAD
 AX0193'TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AX0193'SOUTHEAST END OF THE SOUTHWEST CONCRETE PIER OF A LARGE STEEL RAILROAD
 AX0193'BRIDGE OVER BRAZOS RIVER.  IT IS ABOUT 40.0 FEET SOUTHWEST OF MILEPOST
 AX0193'41, AND 9.0 FEET SOUTHEAST OF AND ABOUT 7.5 FEET BELOW THE SOUTHEAST
 AX0193'RAIL OF TRACK.  A STANDARD DISK, STAMPED S 806 1943.
 AX0193
 AX0193                          STATION RECOVERY (1999)
 AX0193
 AX0193'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1475 ***********************************************************************
 AX1475  DESIGNATION -  S 806
 AX1475  PID         -  AX1475
 AX1475  STATE/COUNTY-  TX/BASTROP
 AX1475  USGS QUAD   -  WEST POINT (1981)
 AX1475
 AX1475                         *CURRENT SURVEY CONTROL
 AX1475  ___________________________________________________________________
 AX1475* NAD 83(1986)-  29 58 53.     (N)    097 07 06.     (W)     SCALED    
 AX1475* NAVD 88     -        95.320  (meters)     312.73   (feet)  ADJUSTED  
 AX1475  ___________________________________________________________________
 AX1475  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AX1475  DYNAMIC HT  -          95.192 (meters)     312.31  (feet)  COMP
 AX1475  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 AX1475
 AX1475  VERT ORDER  -  FIRST     CLASS I
 AX1475
 AX1475.The horizontal coordinates were scaled from a topographic map and have
 AX1475.an estimated accuracy of +/- 6 seconds.
 AX1475
 AX1475.The orthometric height was determined by differential leveling
 AX1475.and adjusted by the National Geodetic Survey in June 1991..
 AX1475.WARNING-Repeat measurements at this control monument indicate possible
 AX1475.vertical movement.
 AX1475
 AX1475.The geoid height was determined by GEOID03.
 AX1475
 AX1475.The dynamic height is computed by dividing the NAVD 88
 AX1475.geopotential number by the normal gravity value computed on the
 AX1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1475.degrees latitude (g = 980.6199 gals.).
 AX1475
 AX1475.The modeled gravity was interpolated from observed gravity values.
 AX1475
 AX1475;                    North         East    Units  Estimated Accuracy
 AX1475;SPC TX C     - 3,039,370.    1,010,230.      MT  (+/- 180 meters Scaled)
 AX1475
 AX1475                          SUPERSEDED SURVEY CONTROL
 AX1475
 AX1475  NGVD 29 (??/??/92)   95.272  (m)          312.57   (f) ADJ UNCH    1 1
 AX1475
 AX1475.Superseded values are not recommended for survey control.
 AX1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1475.See file dsdata.txt to determine how the superseded data were derived.
 AX1475
 AX1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU815182(NAD 83)
 AX1475_MARKER: DB = BENCH MARK DISK
 AX1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1475_STAMPING: S 806 1953
 AX1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1475+STABILITY: SURFACE MOTION
 AX1475
 AX1475  HISTORY     - Date     Condition        Report By
 AX1475  HISTORY     - 1953     MONUMENTED       CGS
 AX1475  HISTORY     - 1973     GOOD             NGS
 AX1475  HISTORY     - 1978     MARK NOT FOUND   NGS
 AX1475
 AX1475                          STATION DESCRIPTION
 AX1475
 AX1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1475'3.55 MI SE FROM SMITHVILLE.
 AX1475'0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT SMITHVILLE,
 AX1475'THENCE 3.05 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 AX1475'THENCE 0.25 MILE SOUTHWEST ACROSS COUNTRY, AT THE ABANDON SMITHVILLE
 AX1475'AIRPORT, 0.25 MILE SOUTHWEST OF BENCH MARK R 806, 1.0 FOOT NORTH OF AN
 AX1475'EAST-WEST FENCE LINE, 22 FEET EAST OF T JUNCTION FENCE POST, 1.0 FOOT
 AX1475'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1475'0.3 FOOT ABOVE THE GROUND.
 AX1475
 AX1475                          STATION RECOVERY (1978)
 AX1475
 AX1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1475'NOT RECOVERED.  BENCH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0161 ***********************************************************************
 AY0161  DESIGNATION -  S 807
 AY0161  PID         -  AY0161
 AY0161  STATE/COUNTY-  TX/GUADALUPE
 AY0161  USGS QUAD   -  MARION (1992)
 AY0161
 AY0161                         *CURRENT SURVEY CONTROL
 AY0161  ___________________________________________________________________
 AY0161* NAD 83(1986)-  29 31 25.     (N)    098 07 38.     (W)     SCALED    
 AY0161* NAVD 88     -       183.48   (+/-2cm)     602.0    (feet)  VERTCON   
 AY0161  ___________________________________________________________________
 AY0161  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AY0161
 AY0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0161
 AY0161.The horizontal coordinates were scaled from a topographic map and have
 AY0161.an estimated accuracy of +/- 6 seconds.
 AY0161
 AY0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0161.The vertical order pertains to the NGVD 29 superseded value.
 AY0161
 AY0161.The geoid height was determined by GEOID03.
 AY0161
 AY0161;                    North         East    Units  Estimated Accuracy
 AY0161;SPC TXSC     - 4,187,640.      684,600.      MT  (+/- 180 meters Scaled)
 AY0161
 AY0161                          SUPERSEDED SURVEY CONTROL
 AY0161
 AY0161  NGVD 29 (??/??/92)  183.393  (m)          601.68   (f) ADJ UNCH    2 0
 AY0161
 AY0161.Superseded values are not recommended for survey control.
 AY0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0161.See file dsdata.txt to determine how the superseded data were derived.
 AY0161
 AY0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT845663(NAD 83)
 AY0161_MARKER: DB = BENCH MARK DISK
 AY0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0161_SP_SET: CULVERT
 AY0161_STAMPING: S 807 1943
 AY0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0161
 AY0161  HISTORY     - Date     Condition        Report By
 AY0161  HISTORY     - 1943     MONUMENTED       CGS
 AY0161  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0161  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0161
 AY0161                          STATION DESCRIPTION
 AY0161
 AY0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0161'10.6 MI W FROM SEGUIN.
 AY0161'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 90 AND STATE
 AY0161'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 10.6 MILES WESTERLY ALONG U. S.
 AY0161'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE
 AY0161'EAST OF A SERVICE STATION AND A CROSS ROAD INTERSECTION, AND ABOUT
 AY0161'350.0 FEET EAST OF AND ACROSS THE HIGHWAY FROM A FARM HOUSE.  IT IS
 AY0161'23.0 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF HIGHWAY,
 AY0161'AND SET HORIZONTALLY IN THE EAST END OF THE SOUTH HEADWALL OF A
 AY0161'CONCRETE CULVERT.
 AY0161
 AY0161                          STATION RECOVERY (1989)
 AY0161
 AY0161'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0161'MARK NOT FOUND.
 AY0161
 AY0161                          STATION RECOVERY (1999)
 AY0161
 AY0161'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0162 ***********************************************************************
 AY0162  DESIGNATION -  S 807 RESET 1960
 AY0162  PID         -  AY0162
 AY0162  STATE/COUNTY-  TX/GUADALUPE
 AY0162  USGS QUAD   -  MARION (1992)
 AY0162
 AY0162                         *CURRENT SURVEY CONTROL
 AY0162  ___________________________________________________________________
 AY0162* NAD 83(1986)-  29 31 25.     (N)    098 07 38.     (W)     SCALED    
 AY0162* NAVD 88     -       183.18   (+/-2cm)     601.0    (feet)  VERTCON   
 AY0162  ___________________________________________________________________
 AY0162  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AY0162
 AY0162  VERT ORDER  -  THIRD (See Below)
 AY0162
 AY0162.The horizontal coordinates were scaled from a topographic map and have
 AY0162.an estimated accuracy of +/- 6 seconds.
 AY0162
 AY0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0162.The vertical order pertains to the NGVD 29 superseded value.
 AY0162
 AY0162.The geoid height was determined by GEOID03.
 AY0162
 AY0162;                    North         East    Units  Estimated Accuracy
 AY0162;SPC TXSC     - 4,187,640.      684,600.      MT  (+/- 180 meters Scaled)
 AY0162
 AY0162                          SUPERSEDED SURVEY CONTROL
 AY0162
 AY0162  NGVD 29 (01/29/03)  183.09   (m)          600.7    (f) RESET       3  
 AY0162
 AY0162.Superseded values are not recommended for survey control.
 AY0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0162.See file dsdata.txt to determine how the superseded data were derived.
 AY0162
 AY0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT845663(NAD 83)
 AY0162_MARKER: DB = BENCH MARK DISK
 AY0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0162_SP_SET: INLET
 AY0162_STAMPING: S 807 RESET 1960
 AY0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0162
 AY0162  HISTORY     - Date     Condition        Report By
 AY0162  HISTORY     - 1960     MONUMENTED       TXHD
 AY0162  HISTORY     - 1961     GOOD             NGS
 AY0162  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY0162  HISTORY     - 1989     GOOD             USPSQD
 AY0162  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AY0162
 AY0162                          STATION DESCRIPTION
 AY0162
 AY0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AY0162'10.6 MI W FROM SEGUIN.
 AY0162'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY
 AY0162'123 AT SEGUIN-- PROCEED 10.6 MILES WESTERLY ALONG U.S. HIGHWAY 90
 AY0162'(I.H. 10) TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE EAST OF
 AY0162'A SERVICE STATION AND A CROSS ROAD INTERSECTION AND ABOUT 350.0 FEET
 AY0162'EAST OF AND ACROSS NORTH FRONTAGE ROAD FROM A FARM HOUSE.  IT IS 42
 AY0162'FEET NORTH AND ABOUT 5.0 FEET BELOW CENTERLINE OF WESTBOUND LANE, AND
 AY0162'SET HORIZONTALLY IN SOUTHEAST CORNER OF DROP INLET IN DITCH BETWEEN
 AY0162'NORTH FRONTAGE ROAD AND WEST BOUND LANE.
 AY0162
 AY0162                          STATION RECOVERY (1987)
 AY0162
 AY0162'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0162'MARK NOT FOUND.
 AY0162
 AY0162                          STATION RECOVERY (1989)
 AY0162
 AY0162'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0162'RECOVERED IN GOOD CONDITION.
 AY0162
 AY0162                          STATION RECOVERY (2005)
 AY0162
 AY0162'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0301 ***********************************************************************
 AY0301  DESIGNATION -  S 809
 AY0301  PID         -  AY0301
 AY0301  STATE/COUNTY-  TX/BEXAR
 AY0301  USGS QUAD   -  SOUTHTON (1992)
 AY0301
 AY0301                         *CURRENT SURVEY CONTROL
 AY0301  ___________________________________________________________________
 AY0301* NAD 83(1986)-  29 21 07.     (N)    098 27 27.     (W)     SCALED    
 AY0301* NAVD 88     -       184.489  (meters)     605.28   (feet)  POSTED    
 AY0301  ___________________________________________________________________
 AY0301  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY0301  DYNAMIC HT  -         184.220 (meters)     604.40  (feet)  COMP
 AY0301  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AY0301
 AY0301  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0301
 AY0301.The horizontal coordinates were scaled from a topographic map and have
 AY0301.an estimated accuracy of +/- 6 seconds.
 AY0301
 AY0301.The orthometric height was determined by differential leveling
 AY0301.and adjusted by the National Geodetic Survey in 1992..
 AY0301.No vertical observational check was made to the station.
 AY0301.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0301.was located on a no-check spur therefore a value was not computed.
 AY0301
 AY0301.The geoid height was determined by GEOID03.
 AY0301
 AY0301.The dynamic height is computed by dividing the NAVD 88
 AY0301.geopotential number by the normal gravity value computed on the
 AY0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0301.degrees latitude (g = 980.6199 gals.).
 AY0301
 AY0301.The modeled gravity was interpolated from observed gravity values.
 AY0301
 AY0301;                    North         East    Units  Estimated Accuracy
 AY0301;SPC TXSC     - 4,168,420.      652,670.      MT  (+/- 180 meters Scaled)
 AY0301
 AY0301                          SUPERSEDED SURVEY CONTROL
 AY0301
 AY0301  NGVD 29 (??/??/92)  184.366  (m)          604.87   (f) ADJ UNCH    1 2
 AY0301
 AY0301.Superseded values are not recommended for survey control.
 AY0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0301.See file dsdata.txt to determine how the superseded data were derived.
 AY0301
 AY0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT526471(NAD 83)
 AY0301_MARKER: DB = BENCH MARK DISK
 AY0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0301_STAMPING: S 809 1943
 AY0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0301+STABILITY: SURFACE MOTION
 AY0301
 AY0301  HISTORY     - Date     Condition        Report By
 AY0301  HISTORY     - 1943     MONUMENTED       CGS
 AY0301  HISTORY     - 1946     GOOD             NGS
 AY0301  HISTORY     - 19861126 MARK NOT FOUND   USGS
 AY0301  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY0301
 AY0301                          STATION DESCRIPTION
 AY0301
 AY0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0301'IN BROOK FIELD.
 AY0301'BENCH MARK IS ABOUT 7.5 MILES SOUTHEAST OF SAN ANTONIO, ABOUT 36.0
 AY0301'FEET NORTHWEST OF THE WEST CORNER OF HANGER NO. 11 (WEATHER BUREAU
 AY0301'OFFICE) AT BROOKS FIELD, AND 32.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AY0301'ELEVATION AS THE CENTERLINE OF THE MAIN ROAD.  IT IS 11.0 FEET
 AY0301'WEST-SOUTHWEST OF THE WEST CORNER OF A CONCRETE VAULT, 11.0 FEET
 AY0301'NORTHWEST OF THE CENTERLINE OF AN IRON GATE, 5.5 FEET SOUTHEAST OF THE
 AY0301'WEST CORNER OF A FENCE AROUND THE VAULT, 1.0 FOOT SOUTHWEST OF THE
 AY0301'FENCE, AND 4.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.
 AY0301'MONUMENT PROJECTS 0.2 FOOT.  NOTE-- BM IS 6.3 MI S ALONG THE TEXAS AND
 AY0301'N.O.RR FROM THE STA. AT SAN ANTONIO, THENCE, 1.2 MI E AND N ALONG TAR
 AY0301'RD. LEADING TO BROOKS FIELD INSTEAD OF 7.5 MI SE OF SAN ANTONIO.
 AY0301
 AY0301                          STATION RECOVERY (1946)
 AY0301
 AY0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0301'RECOVERED IN GOOD CONDITION.
 AY0301
 AY0301                          STATION RECOVERY (1986)
 AY0301
 AY0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0301'MARK NOT FOUND.
 AY0301
 AY0301                          STATION RECOVERY (1995)
 AY0301
 AY0301'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0126 ***********************************************************************
 BN0126  DESIGNATION -  S 81
 BN0126  PID         -  BN0126
 BN0126  STATE/COUNTY-  TX/GILLESPIE
 BN0126  USGS QUAD   -  CAIN CITY (1963)
 BN0126
 BN0126                         *CURRENT SURVEY CONTROL
 BN0126  ___________________________________________________________________
 BN0126* NAD 83(1986)-  30 12 10.     (N)    098 49 45.     (W)     SCALED    
 BN0126* NAVD 88     -       505.345  (meters)    1657.95   (feet)  ADJUSTED  
 BN0126  ___________________________________________________________________
 BN0126  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 BN0126  DYNAMIC HT  -         504.642 (meters)    1655.65  (feet)  COMP
 BN0126  MODELED GRAV-     979,233.6   (mgal)                       NAVD 88
 BN0126
 BN0126  VERT ORDER  -  FIRST     CLASS II
 BN0126
 BN0126.The horizontal coordinates were scaled from a topographic map and have
 BN0126.an estimated accuracy of +/- 6 seconds.
 BN0126
 BN0126.The orthometric height was determined by differential leveling
 BN0126.and adjusted by the National Geodetic Survey in June 1991..
 BN0126
 BN0126.The geoid height was determined by GEOID03.
 BN0126
 BN0126.The dynamic height is computed by dividing the NAVD 88
 BN0126.geopotential number by the normal gravity value computed on the
 BN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0126.degrees latitude (g = 980.6199 gals.).
 BN0126
 BN0126.The modeled gravity was interpolated from observed gravity values.
 BN0126
 BN0126;                    North         East    Units  Estimated Accuracy
 BN0126;SPC TX C     - 3,060,410.      844,830.      MT  (+/- 180 meters Scaled)
 BN0126
 BN0126                          SUPERSEDED SURVEY CONTROL
 BN0126
 BN0126  NGVD 29 (??/??/92)  505.291  (m)         1657.78   (f) ADJ UNCH    1 2
 BN0126
 BN0126.Superseded values are not recommended for survey control.
 BN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0126.See file dsdata.txt to determine how the superseded data were derived.
 BN0126
 BN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU164412(NAD 83)
 BN0126_MARKER: DB = BENCH MARK DISK
 BN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0126_STAMPING: S 81 1931
 BN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0126+STABILITY: SURFACE MOTION
 BN0126
 BN0126  HISTORY     - Date     Condition        Report By
 BN0126  HISTORY     - 1931     MONUMENTED       CGS
 BN0126  HISTORY     - 1953     GOOD             NGS
 BN0126  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0126  HISTORY     - 19930721 MARK NOT FOUND   USPSQD
 BN0126
 BN0126                          STATION DESCRIPTION
 BN0126
 BN0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0126'5.9 MI SE FROM FREDERICKSBURG.
 BN0126'2.5 MILES EAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH U.S.
 BN0126'HIGHWAY 87 AT FREDERICKSBURG, THENCE 3.3 MILES SOUTHEAST ALONG AN
 BN0126'OILED ROAD, THENCE 0.1 MILE NORTHEAST ALONG A PRIVATE ROAD, AT THE
 BN0126'CROSSING OF AN ABANDONED RAILROAD GRADE, 2 FEET SOUTHEAST OF THE
 BN0126'CENTER LINE OF A PRIVATE ROAD, 38 FEET NORTHEAST OF THE CENTER LINE OF
 BN0126'THE OLD RAILROAD GRADE, 18 FEET NORTHEAST OF A WITNESS POST, SET IN
 BN0126'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BN0126
 BN0126                          STATION RECOVERY (1982)
 BN0126
 BN0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0126'NOT SEARCHED FOR THIS DATE, INACCESSIBLE.
 BN0126
 BN0126                          STATION RECOVERY (1993)
 BN0126
 BN0126'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4316 ***********************************************************************
 AW4316  DESIGNATION -  S 810
 AW4316  PID         -  AW4316
 AW4316  STATE/COUNTY-  TX/WHARTON
 AW4316  USGS QUAD   -  BOLING (1980)
 AW4316
 AW4316                         *CURRENT SURVEY CONTROL
 AW4316  ___________________________________________________________________
 AW4316* NAD 83(1986)-  29 18 18.     (N)    095 57 11.     (W)     SCALED    
 AW4316* NAVD 88     -        24.00   (+/-2cm)      78.7    (feet)  VERTCON   
 AW4316  ___________________________________________________________________
 AW4316  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW4316
 AW4316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4316
 AW4316.The horizontal coordinates were scaled from a topographic map and have
 AW4316.an estimated accuracy of +/- 6 seconds.
 AW4316
 AW4316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4316.The vertical order pertains to the NGVD 29 superseded value.
 AW4316
 AW4316.The geoid height was determined by GEOID03.
 AW4316
 AW4316;                    North         East    Units  Estimated Accuracy
 AW4316;SPC TXSC     - 4,166,960.      895,940.      MT  (+/- 180 meters Scaled)
 AW4316
 AW4316                          SUPERSEDED SURVEY CONTROL
 AW4316
 AW4316  NGVD 29 (??/??/92)   24.002  (m)           78.75   (f) ADJ UNCH    2 0
 AW4316
 AW4316.Superseded values are not recommended for survey control.
 AW4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4316.See file dsdata.txt to determine how the superseded data were derived.
 AW4316
 AW4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN131453(NAD 83)
 AW4316_MARKER: DB = BENCH MARK DISK
 AW4316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4316_SP_SET: CULVERT
 AW4316_STAMPING: S 810 1943
 AW4316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4316
 AW4316  HISTORY     - Date     Condition        Report By
 AW4316  HISTORY     - 1943     MONUMENTED       CGS
 AW4316  HISTORY     - 1988     GOOD             USPSQD
 AW4316
 AW4316                          STATION DESCRIPTION
 AW4316
 AW4316'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4316'2.0 MI N FROM IAGO.
 AW4316'TO REACH FROM THE IAGO FEDERATED CHURCH AT IAGO, PROCEED 2.0
 AW4316'MILES NORTHERLY ALONG A SHELL ROAD TO A CONCRETE CULVERT AND SITE OF
 AW4316'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH
 AW4316'END OF THE WEST HEADWALL OF A 2.0 FOOT IRON PIPE CULVERT.  IT IS 108.0
 AW4316'YARDS SOUTH OF THE CENTERLINE OF A PRIVATE ROAD LEADING WEST TO A FARM
 AW4316'HOUSE, 14.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AW4316'CENTERLINE OF THE ROAD.
 AW4316
 AW4316                          STATION RECOVERY (1988)
 AW4316
 AW4316'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW4316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0094 ***********************************************************************
 AX0094  DESIGNATION -  S 812 RESET 1959
 AX0094  PID         -  AX0094
 AX0094  STATE/COUNTY-  TX/WHARTON
 AX0094  USGS QUAD   -  LISSIE (1981)
 AX0094
 AX0094                         *CURRENT SURVEY CONTROL
 AX0094  ___________________________________________________________________
 AX0094* NAD 83(1986)-  29 32 32.     (N)    096 09 45.     (W)     SCALED    
 AX0094* NAVD 88     -        41.25   (+/-2cm)     135.3    (feet)  VERTCON   
 AX0094  ___________________________________________________________________
 AX0094  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0094
 AX0094  VERT ORDER  -  THIRD (See Below)
 AX0094
 AX0094.The horizontal coordinates were scaled from a topographic map and have
 AX0094.an estimated accuracy of +/- 6 seconds.
 AX0094
 AX0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0094.The vertical order pertains to the NGVD 29 superseded value.
 AX0094
 AX0094.The geoid height was determined by GEOID03.
 AX0094
 AX0094;                    North         East    Units  Estimated Accuracy
 AX0094;SPC TXSC     - 4,192,730.      874,970.      MT  (+/- 180 meters Scaled)
 AX0094
 AX0094                          SUPERSEDED SURVEY CONTROL
 AX0094
 AX0094  NGVD 29 (??/??/??)   41.25   (m)          135.3    (f) RESET       3  
 AX0094
 AX0094.Superseded values are not recommended for survey control.
 AX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0094.See file dsdata.txt to determine how the superseded data were derived.
 AX0094
 AX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT749714(NAD 83)
 AX0094_MARKER: DB = BENCH MARK DISK
 AX0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0094_SP_SET: CULVERT
 AX0094_STAMPING: S 812 RESET 1959
 AX0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0094
 AX0094  HISTORY     - Date     Condition        Report By
 AX0094  HISTORY     - 1959     MONUMENTED       CGS
 AX0094  HISTORY     - 19910607 GOOD             USPSQD
 AX0094
 AX0094                          STATION DESCRIPTION
 AX0094
 AX0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AX0094'6.0 MI W FROM EAST BERNARD.
 AX0094'ABOUT 6.0 MILES WEST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY NO.
 AX0094'90A FROM THE DEPOT IN EAST BERNARD, ON THE NORTH SIDE OF THE RAILROAD,
 AX0094'IN SOUTH HEADWALL OF THE CONCRETE CULVERT UNDER THE OLD HIGHWAY, NOW A
 AX0094'COUNTY ROAD, 2 FEET EAST OF THE WEST END OF THE HEADWALL AND ABOUT 1
 AX0094'FOOT ABOVE THE LEVEL OF THE ROAD.  IT IS DIRECTLY NORTH OF RAILROAD
 AX0094'BRIDGE NO. 57.67 AND ACROSS THE TRACKS, NORTH FROM U.S. HIGHWAY NO.
 AX0094'90A.  A STANDARD DISK STAMPED S 812 RESET 1959 SET IN A DRILLHOLE IN
 AX0094'THE HEADWALL.
 AX0094
 AX0094                          STATION RECOVERY (1991)
 AX0094
 AX0094'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0112 ***********************************************************************
 AX0112  DESIGNATION -  S 813
 AX0112  PID         -  AX0112
 AX0112  STATE/COUNTY-  TX/WHARTON
 AX0112  USGS QUAD   -  EAST BERNARD (1980)
 AX0112
 AX0112                         *CURRENT SURVEY CONTROL
 AX0112  ___________________________________________________________________
 AX0112* NAD 83(1986)-  29 33 47.     (N)    096 04 52.     (W)     SCALED    
 AX0112* NAVD 88     -        37.90   (+/-2cm)     124.3    (feet)  VERTCON   
 AX0112  ___________________________________________________________________
 AX0112  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0112
 AX0112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0112
 AX0112.The horizontal coordinates were scaled from a topographic map and have
 AX0112.an estimated accuracy of +/- 6 seconds.
 AX0112
 AX0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0112.The vertical order pertains to the NGVD 29 superseded value.
 AX0112
 AX0112.The geoid height was determined by GEOID03.
 AX0112
 AX0112;                    North         East    Units  Estimated Accuracy
 AX0112;SPC TXSC     - 4,195,230.      882,790.      MT  (+/- 180 meters Scaled)
 AX0112
 AX0112                          SUPERSEDED SURVEY CONTROL
 AX0112
 AX0112  NGVD 29 (??/??/92)   37.893  (m)          124.32   (f) ADJ UNCH    2 0
 AX0112
 AX0112.Superseded values are not recommended for survey control.
 AX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0112.See file dsdata.txt to determine how the superseded data were derived.
 AX0112
 AX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT828739(NAD 83)
 AX0112_MARKER: DB = BENCH MARK DISK
 AX0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0112_SP_SET: CULVERT
 AX0112_STAMPING: S 813 1943
 AX0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0112+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AX0112
 AX0112  HISTORY     - Date     Condition        Report By
 AX0112  HISTORY     - 1943     MONUMENTED       CGS
 AX0112  HISTORY     - 1954     GOOD             NGS
 AX0112  HISTORY     - 19910607 GOOD             USPSQD
 AX0112  HISTORY     - 20030521 GOOD             INDIV
 AX0112
 AX0112                          STATION DESCRIPTION
 AX0112
 AX0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0112'2.2 MI N FROM EAST BERNARD.
 AX0112'2.2 MILES NORTH ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 AX0112'HIGHWAY 90 A AT EAST BERNARD, 56 FEET WEST OF THE CENTER LINE OF THE
 AX0112'HIGHWAY, 12 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, SET
 AX0112'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT
 AX0112'UNDER THE ROAD LEADING WEST.
 AX0112
 AX0112                          STATION RECOVERY (1991)
 AX0112
 AX0112'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0112'RECOVERED IN GOOD CONDITION.
 AX0112
 AX0112                          STATION RECOVERY (2003)
 AX0112
 AX0112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AX0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0420 ***********************************************************************
 AX0420  DESIGNATION -  S 814
 AX0420  PID         -  AX0420
 AX0420  STATE/COUNTY-  TX/WHARTON
 AX0420  USGS QUAD   -  EAGLE LAKE (1981)
 AX0420
 AX0420                         *CURRENT SURVEY CONTROL
 AX0420  ___________________________________________________________________
 AX0420* NAD 83(1986)-  29 30 07.     (N)    096 16 35.     (W)     SCALED    
 AX0420* NAVD 88     -        47.67   (+/-2cm)     156.4    (feet)  VERTCON   
 AX0420  ___________________________________________________________________
 AX0420  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0420
 AX0420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0420
 AX0420.The horizontal coordinates were scaled from a topographic map and have
 AX0420.an estimated accuracy of +/- 6 seconds.
 AX0420
 AX0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0420.The vertical order pertains to the NGVD 29 superseded value.
 AX0420
 AX0420.The geoid height was determined by GEOID03.
 AX0420
 AX0420;                    North         East    Units  Estimated Accuracy
 AX0420;SPC TXSC     - 4,188,000.      864,040.      MT  (+/- 180 meters Scaled)
 AX0420
 AX0420                          SUPERSEDED SURVEY CONTROL
 AX0420
 AX0420  NGVD 29 (??/??/92)   47.662  (m)          156.37   (f) ADJ UNCH    2 0
 AX0420
 AX0420.Superseded values are not recommended for survey control.
 AX0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0420.See file dsdata.txt to determine how the superseded data were derived.
 AX0420
 AX0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT640666(NAD 83)
 AX0420_MARKER: DB = BENCH MARK DISK
 AX0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0420_STAMPING: S 814 1943
 AX0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0420+STABILITY: SURFACE MOTION
 AX0420
 AX0420  HISTORY     - Date     Condition        Report By
 AX0420  HISTORY     - 1943     MONUMENTED       CGS
 AX0420  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0420
 AX0420                          STATION DESCRIPTION
 AX0420
 AX0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0420'5.4 MI SW FROM LISSIE.
 AX0420'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT LISSIE,
 AX0420'PROCEED 0.3 MILE EASTERLY ALONG U.S. HIGHWAY NO.90-A TO THE
 AX0420'INTERSECTION OF A GRAVEL ROAD LEADING SOUTHWESTERLY TO MCDOW, THENCE
 AX0420'5.1 MILES SOUTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.
 AX0420'BENCH MARK IS 0.25 MILE SOUTHWEST OF A 45.0 FOOT WOODEN BRIDGE IN THE
 AX0420'ROAD.  IT IS 30.0 FEET NORTHWEST OF AND ABOUT 1.0 FOOT BELOW THE
 AX0420'CENTERLINE OF THE ROAD, 0.4 FOOT SOUTHEAST OF THE NORTHWEST
 AX0420'RIGHT-OF-WAY FENCE.  MONUMENT IS 2.3 FEET NORTHEAST OF A 4X4 INCH
 AX0420'WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AX0420
 AX0420                          STATION RECOVERY (1991)
 AX0420
 AX0420'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0139 ***********************************************************************
 AX0139  DESIGNATION -  S 815
 AX0139  PID         -  AX0139
 AX0139  STATE/COUNTY-  TX/COLORADO
 AX0139  USGS QUAD   -  ALLEYTON (1981)
 AX0139
 AX0139                         *CURRENT SURVEY CONTROL
 AX0139  ___________________________________________________________________
 AX0139* NAD 83(1986)-  29 42 14.     (N)    096 29 58.     (W)     SCALED    
 AX0139* NAVD 88     -        56.62   (+/-2cm)     185.8    (feet)  VERTCON   
 AX0139  ___________________________________________________________________
 AX0139  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0139
 AX0139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0139
 AX0139.The horizontal coordinates were scaled from a topographic map and have
 AX0139.an estimated accuracy of +/- 6 seconds.
 AX0139
 AX0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0139.The vertical order pertains to the NGVD 29 superseded value.
 AX0139
 AX0139.The geoid height was determined by GEOID03.
 AX0139
 AX0139;                    North         East    Units  Estimated Accuracy
 AX0139;SPC TXSC     - 4,209,900.      841,940.      MT  (+/- 180 meters Scaled)
 AX0139
 AX0139                          SUPERSEDED SURVEY CONTROL
 AX0139
 AX0139  NGVD 29 (??/??/92)   56.602  (m)          185.70   (f) ADJ UNCH    2 0
 AX0139
 AX0139.Superseded values are not recommended for survey control.
 AX0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0139.See file dsdata.txt to determine how the superseded data were derived.
 AX0139
 AX0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT419885(NAD 83)
 AX0139_MARKER: DB = BENCH MARK DISK
 AX0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0139_STAMPING: S 815 1943
 AX0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0139+STABILITY: SURFACE MOTION
 AX0139
 AX0139  HISTORY     - Date     Condition        Report By
 AX0139  HISTORY     - 1943     MONUMENTED       CGS
 AX0139
 AX0139                          STATION DESCRIPTION
 AX0139
 AX0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0139'2.2 MI E FROM COLUMBUS.
 AX0139'2.2 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AX0139'COLUMBUS, COLORADO COUNTY, 0.8 MILE WEST OF THE STATION AT ALLEYTON,
 AX0139'92.5 FEET NORTHWEST OF MILEPOST 82, 54 FEET NORTHWEST OF THE
 AX0139'CENTERLINE OF THE TRACK, 0.7 FOOT NORTHWEST OF THE NORTHWEST
 AX0139'RIGHT-OF-WAY FENCE, 2.8 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 AX0139'AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 815
 AX0139'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AX0139'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0187 ***********************************************************************
 AX0187  DESIGNATION -  S 816
 AX0187  PID         -  AX0187
 AX0187  STATE/COUNTY-  TX/COLORADO
 AX0187  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0187
 AX0187                         *CURRENT SURVEY CONTROL
 AX0187  ___________________________________________________________________
 AX0187* NAD 83(1986)-  29 44 39.     (N)    096 20 02.     (W)     SCALED    
 AX0187* NAVD 88     -        73.94   (+/-2cm)     242.6    (feet)  VERTCON   
 AX0187  ___________________________________________________________________
 AX0187  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX0187
 AX0187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0187
 AX0187.The horizontal coordinates were scaled from a topographic map and have
 AX0187.an estimated accuracy of +/- 6 seconds.
 AX0187
 AX0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0187.The vertical order pertains to the NGVD 29 superseded value.
 AX0187
 AX0187.The geoid height was determined by GEOID03.
 AX0187
 AX0187;                    North         East    Units  Estimated Accuracy
 AX0187;SPC TXSC     - 4,214,710.      857,850.      MT  (+/- 180 meters Scaled)
 AX0187
 AX0187                          SUPERSEDED SURVEY CONTROL
 AX0187
 AX0187  NGVD 29 (??/??/92)   73.917  (m)          242.51   (f) ADJ UNCH    2 0
 AX0187
 AX0187.Superseded values are not recommended for survey control.
 AX0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0187.See file dsdata.txt to determine how the superseded data were derived.
 AX0187
 AX0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT578934(NAD 83)
 AX0187_MARKER: DB = BENCH MARK DISK
 AX0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0187_STAMPING: S 816 1943
 AX0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0187+STABILITY: SURFACE MOTION
 AX0187
 AX0187  HISTORY     - Date     Condition        Report By
 AX0187  HISTORY     - 1943     MONUMENTED       CGS
 AX0187  HISTORY     - 1964     MARK NOT FOUND   NGS
 AX0187  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0187
 AX0187                          STATION DESCRIPTION
 AX0187
 AX0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AX0187'4.7 MI E FROM BERNARDO.
 AX0187'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 1.0 MILE
 AX0187'SOUTHEASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL ROAD
 AX0187'LEADING NORTHEAST, THENCE 2.55 MILES NORTHEASTERLY ALONG A GRAVEL ROAD
 AX0187'TO THE INTERSECTION OF A GRAVEL ROAD LEADING EAST, THENCE 1.15 MILE
 AX0187'EASTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX0187'0.25 MILE WEST OF U.S. HIGHWAY NO. 90.  IT IS 0.1 MILE EAST OF THE
 AX0187'INTERSECTION OF A DIRT ROAD LEADING SOUTH, 18.9 FEET NORTH OF AND
 AX0187'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 0.3 FOOT NORTH
 AX0187'OF THE NORTH RIGHT-OF-WAY FENCE.  MONUMENT IS 2.2 FEET EAST OF A 4X4
 AX0187'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AX0187'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE--
 AX0187'CONSIDERABLY PROBING WAS DONE IN THE AREA WITH NO RESULTS.  THE
 AX0187'DISTANCE AS DESCRIBED IN THE ORIGINAL DESCRIPTION PUT THE MARK TO BE
 AX0187'IN THE GRADER DITCH.  IT IS BELIEVED THE MARK WAS DESTROYED DURING
 AX0187'ROAD WORK.
 AX0187
 AX0187                          STATION RECOVERY (1991)
 AX0187
 AX0187'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1175 ***********************************************************************
 AX1175  DESIGNATION -  S 817
 AX1175  PID         -  AX1175
 AX1175  STATE/COUNTY-  TX/COLORADO
 AX1175  USGS QUAD   -  FRELSBURG (1981)
 AX1175
 AX1175                         *CURRENT SURVEY CONTROL
 AX1175  ___________________________________________________________________
 AX1175* NAD 83(1986)-  29 50 05.     (N)    096 32 33.     (W)     SCALED    
 AX1175* NAVD 88     -        98.16   (+/-2cm)     322.0    (feet)  VERTCON   
 AX1175  ___________________________________________________________________
 AX1175  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX1175
 AX1175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1175
 AX1175.The horizontal coordinates were scaled from a topographic map and have
 AX1175.an estimated accuracy of +/- 6 seconds.
 AX1175
 AX1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1175.The vertical order pertains to the NGVD 29 superseded value.
 AX1175
 AX1175.The geoid height was determined by GEOID03.
 AX1175
 AX1175;                    North         East    Units  Estimated Accuracy
 AX1175;SPC TXSC     - 4,224,300.      837,470.      MT  (+/- 180 meters Scaled)
 AX1175
 AX1175                          SUPERSEDED SURVEY CONTROL
 AX1175
 AX1175  NGVD 29 (??/??/92)   98.131  (m)          321.95   (f) ADJ UNCH    2 0
 AX1175
 AX1175.Superseded values are not recommended for survey control.
 AX1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1175.See file dsdata.txt to determine how the superseded data were derived.
 AX1175
 AX1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU374030(NAD 83)
 AX1175_MARKER: DB = BENCH MARK DISK
 AX1175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1175_SP_SET: CULVERT
 AX1175_STAMPING: S 817 1943
 AX1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1175
 AX1175  HISTORY     - Date     Condition        Report By
 AX1175  HISTORY     - 1943     MONUMENTED       CGS
 AX1175  HISTORY     - 1952     GOOD             NGS
 AX1175  HISTORY     - 1987     GOOD             USPSQD
 AX1175  HISTORY     - 19910608 GOOD             USPSQD
 AX1175  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1175
 AX1175                          STATION DESCRIPTION
 AX1175
 AX1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AX1175'2.6 MI S FROM FRELSBURG.
 AX1175'2.6 MILES SOUTH ALONG A PAVED ROAD FROM THE FOUR CORNERS AT FRELSBURG,
 AX1175'AT A 3- BY 12-FOOT DOUBLE CONCRETE-BOX CULVERT UNDER THE ROAD, IN THE
 AX1175'TOP OF THE NORTH END OF THE EAST HEADWALL, 17.6 FEET EAST OF THE
 AX1175'CENTERLINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AX1175
 AX1175                          STATION RECOVERY (1987)
 AX1175
 AX1175'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1175'RECOVERED IN GOOD CONDITION.
 AX1175
 AX1175                          STATION RECOVERY (1991)
 AX1175
 AX1175'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJG)
 AX1175'RECOVERED IN GOOD CONDITION.
 AX1175
 AX1175                          STATION RECOVERY (2004)
 AX1175
 AX1175'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1175'NEW CULVERT. OLD CULVERT DESTROYED AND MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1101 ***********************************************************************
 AX1101  DESIGNATION -  S 818 RESET 1966
 AX1101  PID         -  AX1101
 AX1101  STATE/COUNTY-  TX/COLORADO
 AX1101  USGS QUAD   -  BORDEN (1981)
 AX1101
 AX1101                         *CURRENT SURVEY CONTROL
 AX1101  ___________________________________________________________________
 AX1101* NAD 83(1986)-  29 41 24.     (N)    096 40 50.     (W)     SCALED    
 AX1101* NAVD 88     -       104.18   (+/-2cm)     341.8    (feet)  VERTCON   
 AX1101  ___________________________________________________________________
 AX1101  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1101
 AX1101  VERT ORDER  -  THIRD (See Below)
 AX1101
 AX1101.The horizontal coordinates were scaled from a topographic map and have
 AX1101.an estimated accuracy of +/- 6 seconds.
 AX1101
 AX1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1101.The vertical order pertains to the NGVD 29 superseded value.
 AX1101
 AX1101.The geoid height was determined by GEOID03.
 AX1101
 AX1101;                    North         East    Units  Estimated Accuracy
 AX1101;SPC TXSC     - 4,208,000.      824,450.      MT  (+/- 180 meters Scaled)
 AX1101
 AX1101                          SUPERSEDED SURVEY CONTROL
 AX1101
 AX1101  NGVD 29 (??/??/??)  104.15   (m)          341.7    (f) RESET       3  
 AX1101
 AX1101.Superseded values are not recommended for survey control.
 AX1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1101.See file dsdata.txt to determine how the superseded data were derived.
 AX1101
 AX1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT244866(NAD 83)
 AX1101_MARKER: DB = BENCH MARK DISK
 AX1101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1101_SP_SET: CULVERT
 AX1101_STAMPING: S 818 RESET 1966
 AX1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1101+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1101
 AX1101  HISTORY     - Date     Condition        Report By
 AX1101  HISTORY     - 1966     MONUMENTED       TXHD
 AX1101  HISTORY     - 1966     GOOD             NGS
 AX1101  HISTORY     - 1987     GOOD             USPSQD
 AX1101  HISTORY     - 1987     GOOD             USPSQD
 AX1101  HISTORY     - 19910608 GOOD             USPSQD
 AX1101  HISTORY     - 19970608 GOOD             USPSQD
 AX1101  HISTORY     - 20020727 GOOD             USPSQD
 AX1101  HISTORY     - 20050318 GOOD             USPSQD
 AX1101
 AX1101                          STATION DESCRIPTION
 AX1101
 AX1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AX1101'5.85 MI W FROM GLIDDEN.
 AX1101'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1101'STATION AT GLIDDEN, PROCEED 5.85 MILES WESTERLY ALONG U. S. HIGHWAY 90
 AX1101'TO THE INTERSECTION OF A CROSS ROAD AND SITE OF BENCH MARK, OR 6.45
 AX1101'MILES EAST ALONG U. S. HIGHWAY 90 FROM THE CITY HALL AT WEIMAR TO SITE
 AX1101'OF BENCH MARK.  THE MARK IS SET HORIZONTALLY IN THE TOP OF WEST
 AX1101'CONCRETE RAILING WALL, 1.4 FEET SOUTH OF THE NORTH END OF AN OVERPASS
 AX1101'OVER INTERSTATE HIGHWAY I-10.
 AX1101
 AX1101                          STATION RECOVERY (1987)
 AX1101
 AX1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1101'RECOVERED IN GOOD CONDITION.
 AX1101
 AX1101                          STATION RECOVERY (1987)
 AX1101
 AX1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1101'RECOVERED IN GOOD CONDITION.
 AX1101
 AX1101                          STATION RECOVERY (1991)
 AX1101
 AX1101'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJG)
 AX1101'RECOVERED IN GOOD CONDITION.
 AX1101
 AX1101                          STATION RECOVERY (1997)
 AX1101
 AX1101'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1101'RECOVERED IN GOOD CONDITION.
 AX1101
 AX1101                          STATION RECOVERY (2002)
 AX1101
 AX1101'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1101'RECOVERED IN GOOD CONDITION.
 AX1101
 AX1101                          STATION RECOVERY (2005)
 AX1101
 AX1101'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1483 ***********************************************************************
 AX1483  DESIGNATION -  S 819
 AX1483  PID         -  AX1483
 AX1483  STATE/COUNTY-  TX/FAYETTE
 AX1483  USGS QUAD   -  FLATONIA (1981)
 AX1483
 AX1483                         *CURRENT SURVEY CONTROL
 AX1483  ___________________________________________________________________
 AX1483* NAD 83(1986)-  29 40 53.     (N)    097 00 52.     (W)     SCALED    
 AX1483* NAVD 88     -       109.86   (+/-2cm)     360.4    (feet)  VERTCON   
 AX1483  ___________________________________________________________________
 AX1483  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AX1483
 AX1483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1483
 AX1483.The horizontal coordinates were scaled from a topographic map and have
 AX1483.an estimated accuracy of +/- 6 seconds.
 AX1483
 AX1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1483.The vertical order pertains to the NGVD 29 superseded value.
 AX1483
 AX1483.The geoid height was determined by GEOID03.
 AX1483
 AX1483;                    North         East    Units  Estimated Accuracy
 AX1483;SPC TXSC     - 4,206,450.      792,160.      MT  (+/- 180 meters Scaled)
 AX1483
 AX1483                          SUPERSEDED SURVEY CONTROL
 AX1483
 AX1483  NGVD 29 (??/??/92)  109.820  (m)          360.30   (f) ADJ UNCH    2 0
 AX1483
 AX1483.Superseded values are not recommended for survey control.
 AX1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1483.See file dsdata.txt to determine how the superseded data were derived.
 AX1483
 AX1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT921851(NAD 83)
 AX1483_MARKER: DB = BENCH MARK DISK
 AX1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1483_SP_SET: CULVERT
 AX1483_STAMPING: S 819 1943
 AX1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1483+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1483
 AX1483  HISTORY     - Date     Condition        Report By
 AX1483  HISTORY     - 1943     MONUMENTED       CGS
 AX1483  HISTORY     - 1970     GOOD             TXHD
 AX1483  HISTORY     - 1987     GOOD             USPSQD
 AX1483  HISTORY     - 1988     GOOD             USPSQD
 AX1483  HISTORY     - 19910608 GOOD             USPSQD
 AX1483  HISTORY     - 19970607 GOOD             USPSQD
 AX1483  HISTORY     - 20040318 GOOD             USPSQD
 AX1483  HISTORY     - 20050318 GOOD             USPSQD
 AX1483
 AX1483                          STATION DESCRIPTION
 AX1483
 AX1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1483'7.05 MI W FROM SCHULENBURG.
 AX1483'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX1483'NO.77 AT SCHULENBURG, PROCEED 7.05 MILES WESTERLY ALONG U.S. HIGHWAY
 AX1483'NO. 90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS
 AX1483'SET HORIZONTALLY IN THE TOP OF THE NORTH HEADWALL OF AN 8X16 FOOT
 AX1483'DOUBLE CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 0.25 MILE WEST
 AX1483'OF THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION AT
 AX1483'ENGLE, 35.8 FEET WEST OF THE EAST END OF THE HEADWALL, 19.5 FEET EAST
 AX1483'OF THE WEST END OF THE HEADWALL, 22.5 FEET NORTH OF AND ABOUT 1.5 FOOT
 AX1483'BELOW THE CENTERLINE OF THE HIGHWAY.
 AX1483
 AX1483                          STATION RECOVERY (1970)
 AX1483
 AX1483'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1483'RECOVERED IN GOOD CONDITION.
 AX1483
 AX1483                          STATION RECOVERY (1987)
 AX1483
 AX1483'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1483'RECOVERED IN GOOD CONDITION.
 AX1483
 AX1483                          STATION RECOVERY (1988)
 AX1483
 AX1483'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1483'RECOVERED IN GOOD CONDITION.
 AX1483
 AX1483                          STATION RECOVERY (1991)
 AX1483
 AX1483'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX1483'RECOVERED IN GOOD CONDITION.
 AX1483
 AX1483                          STATION RECOVERY (1997)
 AX1483
 AX1483'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1483'RECOVERED IN GOOD CONDITION.
 AX1483
 AX1483                          STATION RECOVERY (2004)
 AX1483
 AX1483'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1483'RECOVERED IN GOOD CONDITION.
 AX1483
 AX1483                          STATION RECOVERY (2005)
 AX1483
 AX1483'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0938 ***********************************************************************
 AY0938  DESIGNATION -  S 82
 AY0938  PID         -  AY0938
 AY0938  STATE/COUNTY-  TX/BEXAR
 AY0938  USGS QUAD   -  VAN RAUB (1991)
 AY0938
 AY0938                         *CURRENT SURVEY CONTROL
 AY0938  ___________________________________________________________________
 AY0938* NAD 83(1986)-  29 40 36.     (N)    098 38 07.     (W)     SCALED    
 AY0938* NAVD 88     -       354.179  (meters)    1162.00   (feet)  ADJUSTED  
 AY0938  ___________________________________________________________________
 AY0938  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AY0938  DYNAMIC HT  -         353.662 (meters)    1160.31  (feet)  COMP
 AY0938  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AY0938
 AY0938  VERT ORDER  -  FIRST     CLASS II
 AY0938
 AY0938.The horizontal coordinates were scaled from a topographic map and have
 AY0938.an estimated accuracy of +/- 6 seconds.
 AY0938
 AY0938.The orthometric height was determined by differential leveling
 AY0938.and adjusted by the National Geodetic Survey in June 1991..
 AY0938
 AY0938.The geoid height was determined by GEOID03.
 AY0938
 AY0938.The dynamic height is computed by dividing the NAVD 88
 AY0938.geopotential number by the normal gravity value computed on the
 AY0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0938.degrees latitude (g = 980.6199 gals.).
 AY0938
 AY0938.The modeled gravity was interpolated from observed gravity values.
 AY0938
 AY0938;                    North         East    Units  Estimated Accuracy
 AY0938;SPC TXSC     - 4,204,350.      635,300.      MT  (+/- 180 meters Scaled)
 AY0938
 AY0938                          SUPERSEDED SURVEY CONTROL
 AY0938
 AY0938.No superseded survey control is available for this station.
 AY0938
 AY0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT352830(NAD 83)
 AY0938_MARKER: DB = BENCH MARK DISK
 AY0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0938_STAMPING: S 82 1931
 AY0938_MARK LOGO: CGS   
 AY0938_PROJECTION: PROJECTING 9 CENTIMETERS
 AY0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0938+STABILITY: SURFACE MOTION
 AY0938
 AY0938  HISTORY     - Date     Condition        Report By
 AY0938  HISTORY     - 1931     MONUMENTED       CGS
 AY0938  HISTORY     - 1953     GOOD             NGS
 AY0938  HISTORY     - 1982     GOOD             NGS
 AY0938  HISTORY     - 1990     GOOD             USPSQD
 AY0938
 AY0938                          STATION DESCRIPTION
 AY0938
 AY0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0938'10.3 MI SE FROM BOERNE.
 AY0938'10.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0938'STATION AT BOERNE, AT CAMP STANLEY SIDING, 1 1/2 POLES NORTHWEST OF
 AY0938'MILEPOST 259, 69 FEET SOUTHEAST OF THE CENTER LINE OF AN OILED ROAD,
 AY0938'45 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 2 FEET
 AY0938'SOUTHEAST OF A WITNESS POST, IN A FENCE LINE, SET IN THE TOP OF A
 AY0938'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0938
 AY0938                          STATION RECOVERY (1982)
 AY0938
 AY0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0938'2.6 KM (1.65 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY0938'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 10.5 KM (6.5 MI)
 AY0938'SOUTH SOUTHEAST ALONG THE EAST FRONTAGE ROAD TO THE RALPH FAIR
 AY0938'CROSSROAD, THENCE 0.1 KM (0.05 MI) EAST NORTHEAST ALONG RALPH FAIR
 AY0938'ROAD TO THE RAILROAD CROSSING, 21.6 METERS (71.0 FT) SOUTH SOUTHEAST
 AY0938'OF THE CENTER OF RALPH FAIR ROAD, 10.6 METERS (35.0 FT) SOUTH OF
 AY0938'POWERLINE POLE NUMBER P 5352 WITH A GUY CABLE TO THE WEST, 10.0 METERS
 AY0938'(33.0 FT) SOUTHEAST OF THE GUY CABLE ANCHOR TO POLE NUMBER P 5352,
 AY0938'26.5 METERS (87.0 FT) SOUTH SOUTHWEST OF THE CENTER OF THE SOUTHEAST
 AY0938'END OF A 2 CHANNEL CONCRETE CULVERT UNDER RALPH FAIR ROAD, AND
 AY0938'0.15 METERS (0.5 FT) EAST NORTHEAST OF AN OLD FENCE LINE.
 AY0938'THE MARK IS ABOVE LEVEL WITH RALPH FAIR ROAD.
 AY0938
 AY0938                          STATION RECOVERY (1990)
 AY0938
 AY0938'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1531 ***********************************************************************
 AN1531  DESIGNATION -  S 820
 AN1531  PID         -  AN1531
 AN1531  STATE/COUNTY-  TX/BEE
 AN1531  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1531
 AN1531                         *CURRENT SURVEY CONTROL
 AN1531  ___________________________________________________________________
 AN1531* NAD 83(1986)-  28 22 48.     (N)    097 38 35.     (W)     SCALED    
 AN1531* NAVD 88     -        54.18   (+/-2cm)     177.8    (feet)  VERTCON   
 AN1531  ___________________________________________________________________
 AN1531  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN1531
 AN1531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1531
 AN1531.The horizontal coordinates were scaled from a topographic map and have
 AN1531.an estimated accuracy of +/- 6 seconds.
 AN1531
 AN1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1531.The vertical order pertains to the NGVD 29 superseded value.
 AN1531
 AN1531.The geoid height was determined by GEOID03.
 AN1531
 AN1531;                    North         East    Units  Estimated Accuracy
 AN1531;SPC TXSC     - 4,061,360.      733,000.      MT  (+/- 180 meters Scaled)
 AN1531
 AN1531                          SUPERSEDED SURVEY CONTROL
 AN1531
 AN1531  NGVD 29 (??/??/92)   54.196  (m)          177.81   (f) ADJ UNCH    2 0
 AN1531
 AN1531.Superseded values are not recommended for survey control.
 AN1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1531.See file dsdata.txt to determine how the superseded data were derived.
 AN1531
 AN1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS329400(NAD 83)
 AN1531_MARKER: DB = BENCH MARK DISK
 AN1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1531_STAMPING: S 820 1943
 AN1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1531+STABILITY: SURFACE MOTION
 AN1531
 AN1531  HISTORY     - Date     Condition        Report By
 AN1531  HISTORY     - 1943     MONUMENTED       CGS
 AN1531  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1531  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1531
 AN1531                          STATION DESCRIPTION
 AN1531
 AN1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1531'6.9 MI E FROM BEEVILLE.
 AN1531'6.9 MILES EAST ALONG STATE HIGHWAY 202 FROM THE COUNTY COURTHOUSE AT
 AN1531'BEEVILLE, BEE COUNTY, 0.1 MILE WEST OF A BRICK FARMHOUSE ON THE NORTH
 AN1531'SIDE OF THE HIGHWAY, 78 FEET EAST OF A FENCE CORNER, 49 FEET NORTH OF
 AN1531'THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE,
 AN1531'3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AN1531'HIGHWAY.  A STANDARD DISK, STAMPED S 820 1943 AND SET IN THE TOP OF A
 AN1531'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1531
 AN1531                          STATION RECOVERY (1975)
 AN1531
 AN1531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1531'MARK NOT FOUND.
 AN1531
 AN1531                          STATION RECOVERY (1996)
 AN1531
 AN1531'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2210 ***********************************************************************
 AX2210  DESIGNATION -  S 821
 AX2210  PID         -  AX2210
 AX2210  STATE/COUNTY-  TX/CALDWELL
 AX2210  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2210
 AX2210                         *CURRENT SURVEY CONTROL
 AX2210  ___________________________________________________________________
 AX2210* NAD 83(1986)-  29 50 00.     (N)    097 40 15.     (W)     SCALED    
 AX2210* NAVD 88     -       143.32   (+/-2cm)     470.2    (feet)  VERTCON   
 AX2210  ___________________________________________________________________
 AX2210  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2210
 AX2210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2210
 AX2210.The horizontal coordinates were scaled from a topographic map and have
 AX2210.an estimated accuracy of +/- 6 seconds.
 AX2210
 AX2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2210.The vertical order pertains to the NGVD 29 superseded value.
 AX2210
 AX2210.The geoid height was determined by GEOID03.
 AX2210
 AX2210;                    North         East    Units  Estimated Accuracy
 AX2210;SPC TXSC     - 4,222,390.      728,450.      MT  (+/- 180 meters Scaled)
 AX2210
 AX2210                          SUPERSEDED SURVEY CONTROL
 AX2210
 AX2210  NGVD 29 (??/??/92)  143.25   (m)          470.0    (f) COMPUTED    2 0
 AX2210
 AX2210.Superseded values are not recommended for survey control.
 AX2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2210.See file dsdata.txt to determine how the superseded data were derived.
 AX2210
 AX2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU284010(NAD 83)
 AX2210_MARKER: DB = BENCH MARK DISK
 AX2210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2210_SP_SET: CULVERT
 AX2210_STAMPING: S 821 1943
 AX2210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2210
 AX2210  HISTORY     - Date     Condition        Report By
 AX2210  HISTORY     - 1943     MONUMENTED       CGS
 AX2210  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2210  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2210
 AX2210                          STATION DESCRIPTION
 AX2210
 AX2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2210'3.5 MI S FROM LOCKHART.
 AX2210'TO REACH FROM THE COURT HOUSE AT LOCKHART, PROCEED SOUTHERLY ON STATE
 AX2210'HIGHWAY NUMBER 29 AND GO 3.5 MILES TO A CONCRETE CULVERT AND SITE OF
 AX2210'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTH END OF
 AX2210'THE EAST HEADWALL OF THE CULVERT, IT IS 16 FEET EAST OF AND ABOUT 1.0
 AX2210'FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX2210
 AX2210                          STATION RECOVERY (1999)
 AX2210
 AX2210'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2210'MARK NOT FOUND.
 AX2210
 AX2210                          STATION RECOVERY (2003)
 AX2210
 AX2210'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2211 ***********************************************************************
 AX2211  DESIGNATION -  S 821 RESET 1947
 AX2211  PID         -  AX2211
 AX2211  STATE/COUNTY-  TX/CALDWELL
 AX2211  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2211
 AX2211                         *CURRENT SURVEY CONTROL
 AX2211  ___________________________________________________________________
 AX2211* NAD 83(1986)-  29 50 00.     (N)    097 40 15.     (W)     SCALED    
 AX2211* NAVD 88     -       143.11   (+/-2cm)     469.5    (feet)  VERTCON   
 AX2211  ___________________________________________________________________
 AX2211  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2211
 AX2211  VERT ORDER  -  THIRD (See Below)
 AX2211
 AX2211.The horizontal coordinates were scaled from a topographic map and have
 AX2211.an estimated accuracy of +/- 6 seconds.
 AX2211
 AX2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2211.The vertical order pertains to the NGVD 29 superseded value.
 AX2211
 AX2211.The geoid height was determined by GEOID03.
 AX2211
 AX2211;                    North         East    Units  Estimated Accuracy
 AX2211;SPC TXSC     - 4,222,390.      728,450.      MT  (+/- 180 meters Scaled)
 AX2211
 AX2211                          SUPERSEDED SURVEY CONTROL
 AX2211
 AX2211  NGVD 29 (??/??/??)  143.04   (m)          469.3    (f) RESET       3  
 AX2211
 AX2211.Superseded values are not recommended for survey control.
 AX2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2211.See file dsdata.txt to determine how the superseded data were derived.
 AX2211
 AX2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU284010(NAD 83)
 AX2211_MARKER: DB = BENCH MARK DISK
 AX2211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2211_SP_SET: CULVERT
 AX2211_STAMPING: S 821 RESET 1947
 AX2211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2211+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2211
 AX2211  HISTORY     - Date     Condition        Report By
 AX2211  HISTORY     - 1947     MONUMENTED       TXHD
 AX2211  HISTORY     - 1959     GOOD             DOD
 AX2211  HISTORY     - 1988     GOOD             USPSQD
 AX2211  HISTORY     - 19930808 GOOD             USPSQD
 AX2211  HISTORY     - 19990925 GOOD             USPSQD
 AX2211  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2211  HISTORY     - 20050222 GOOD             USPSQD
 AX2211
 AX2211                          STATION DESCRIPTION
 AX2211
 AX2211'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2211'3.5 MI S FROM LOCKHART.
 AX2211'THE MARK IS 156 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE FARM
 AX2211'ROAD TO THE SOUTHWEST 26 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 AX2211'NORTH-NORTHEAST AND SOUTH-SOUTHWEST HIGHWAY, AND 15 FEET
 AX2211'EAST-SOUTHEAST OF THE EAST EDGE OF A LONE TREE.  3.5 MILES SOUTH ALONG
 AX2211'STATE HIGHWAY 29 FROM THE COURTHOUSE AT LOCKHART, CALDWELL COUNTY, AT
 AX2211'A CONCRETE CULVERT, AND IN THE TOP OF THE WEST HEADWALL.
 AX2211
 AX2211                          STATION RECOVERY (1988)
 AX2211
 AX2211'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2211'RECOVERED IN GOOD CONDITION.
 AX2211
 AX2211                          STATION RECOVERY (1993)
 AX2211
 AX2211'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2211'RECOVERED IN GOOD CONDITION.
 AX2211
 AX2211                          STATION RECOVERY (1999)
 AX2211
 AX2211'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2211'RECOVERED IN GOOD CONDITION.
 AX2211
 AX2211                          STATION RECOVERY (2003)
 AX2211
 AX2211'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2211'MARK NOT FOUND.
 AX2211
 AX2211                          STATION RECOVERY (2005)
 AX2211
 AX2211'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1396 ***********************************************************************
 AX1396  DESIGNATION -  S 822
 AX1396  PID         -  AX1396
 AX1396  STATE/COUNTY-  TX/GONZALES
 AX1396  USGS QUAD   -  WAELDER (1981)
 AX1396
 AX1396                         *CURRENT SURVEY CONTROL
 AX1396  ___________________________________________________________________
 AX1396* NAD 83(1986)-  29 43 01.     (N)    097 17 19.     (W)     SCALED    
 AX1396* NAVD 88     -       124.23   (+/-2cm)     407.6    (feet)  VERTCON   
 AX1396  ___________________________________________________________________
 AX1396  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AX1396
 AX1396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1396
 AX1396.The horizontal coordinates were scaled from a topographic map and have
 AX1396.an estimated accuracy of +/- 6 seconds.
 AX1396
 AX1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1396.The vertical order pertains to the NGVD 29 superseded value.
 AX1396
 AX1396.The geoid height was determined by GEOID03.
 AX1396
 AX1396;                    North         East    Units  Estimated Accuracy
 AX1396;SPC TXSC     - 4,209,970.      765,570.      MT  (+/- 180 meters Scaled)
 AX1396
 AX1396                          SUPERSEDED SURVEY CONTROL
 AX1396
 AX1396  NGVD 29 (??/??/92)  124.19   (m)          407.4    (f) COMPUTED    2 0
 AX1396
 AX1396.Superseded values are not recommended for survey control.
 AX1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1396.See file dsdata.txt to determine how the superseded data were derived.
 AX1396
 AX1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT655886(NAD 83)
 AX1396_MARKER: DB = BENCH MARK DISK
 AX1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1396_STAMPING: S 822 1935
 AX1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1396+STABILITY: SURFACE MOTION
 AX1396
 AX1396  HISTORY     - Date     Condition        Report By
 AX1396  HISTORY     - 1935     MONUMENTED       CGS
 AX1396  HISTORY     - 1943     GOOD             NGS
 AX1396  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1396  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1396
 AX1396                          STATION DESCRIPTION
 AX1396
 AX1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1396'1.9 MI N FROM WAELDER.
 AX1396'1.9 MILES NORTH ALONG A GRADED ROAD LEADING TO CISTERN FROM THE CITY
 AX1396'WATER TANK AT WAELDER, GONZALES COUNTY, 138 FEET SOUTH OF A SMALL
 AX1396'WOODEN CULVERT, 27 FEET SOUTH OF A 24-INCH OAK TREE, 21 FEET WEST OF
 AX1396'THE CENTERLINE OF THE ROAD, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 3
 AX1396'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 AX1396'STANDARD DISK, STAMPED S 822 1935 AND SET IN THE TOP OF A CONCRETE
 AX1396'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1396
 AX1396                          STATION RECOVERY (1964)
 AX1396
 AX1396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1396'MARK NOT FOUND.
 AX1396
 AX1396                          STATION RECOVERY (2003)
 AX1396
 AX1396'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1442 ***********************************************************************
 AX1442  DESIGNATION -  S 823
 AX1442  PID         -  AX1442
 AX1442  STATE/COUNTY-  TX/BASTROP
 AX1442  USGS QUAD   -  TOGO (1981)
 AX1442
 AX1442                         *CURRENT SURVEY CONTROL
 AX1442  ___________________________________________________________________
 AX1442* NAD 83(1986)-  29 54 07.     (N)    097 11 55.     (W)     SCALED    
 AX1442* NAVD 88     -       129.53   (+/-2cm)     425.0    (feet)  VERTCON   
 AX1442  ___________________________________________________________________
 AX1442  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AX1442
 AX1442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1442
 AX1442.The horizontal coordinates were scaled from a topographic map and have
 AX1442.an estimated accuracy of +/- 6 seconds.
 AX1442
 AX1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1442.The vertical order pertains to the NGVD 29 superseded value.
 AX1442
 AX1442.The geoid height was determined by GEOID03.
 AX1442
 AX1442;                    North         East    Units  Estimated Accuracy
 AX1442;SPC TX C     - 3,030,350.    1,002,730.      MT  (+/- 180 meters Scaled)
 AX1442
 AX1442                          SUPERSEDED SURVEY CONTROL
 AX1442
 AX1442  NGVD 29 (??/??/92)  129.474  (m)          424.78   (f) ADJ UNCH    2 0
 AX1442
 AX1442.Superseded values are not recommended for survey control.
 AX1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1442.See file dsdata.txt to determine how the superseded data were derived.
 AX1442
 AX1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU739092(NAD 83)
 AX1442_MARKER: DB = BENCH MARK DISK
 AX1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1442_STAMPING: S 823 1943
 AX1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1442+STABILITY: SURFACE MOTION
 AX1442
 AX1442  HISTORY     - Date     Condition        Report By
 AX1442  HISTORY     - 1943     MONUMENTED       CGS
 AX1442
 AX1442                          STATION DESCRIPTION
 AX1442
 AX1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1442'4.9 MI S FROM TOGO SIDING.
 AX1442'4.9 MILES SOUTH OF TOGO SIDING, BASTROP COUNTY.  THIS BENCH MARK MAY
 AX1442'BE REACHED FROM THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION BY
 AX1442'GOING 3.0 MILES SOUTH ALONG A GRADED ROAD LEADING TO CISTERN, TURN
 AX1442'LEFT AT STRASNY SCHOOL AND GO 0.5 MILE EAST, TURN RIGHT AND GO 0.5
 AX1442'MILE SOUTH TO A CATHOLIC CHURCH, AND TURN LEFT AND GO 0.9 MILE EAST.
 AX1442'IT IS 6.6 MILES NORTH OF THE POST OFFICE AT CISTERN, FAYETTE COUNTY,
 AX1442'0.3 MILE WEST OF STATE HIGHWAY 95, AT A DIVISION FENCE CORNER, 27 FEET
 AX1442'NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF THE FENCE CORNER,
 AX1442'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN
 AX1442'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED S 823
 AX1442'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1442'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1453 ***********************************************************************
 AX1453  DESIGNATION -  S 824
 AX1453  PID         -  AX1453
 AX1453  STATE/COUNTY-  TX/FAYETTE
 AX1453  USGS QUAD   -  MULDOON (1981)
 AX1453
 AX1453                         *CURRENT SURVEY CONTROL
 AX1453  ___________________________________________________________________
 AX1453* NAD 83(1986)-  29 49 38.     (N)    097 07 16.     (W)     SCALED    
 AX1453* NAVD 88     -       120.11   (+/-2cm)     394.1    (feet)  VERTCON   
 AX1453  ___________________________________________________________________
 AX1453  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AX1453
 AX1453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1453
 AX1453.The horizontal coordinates were scaled from a topographic map and have
 AX1453.an estimated accuracy of +/- 6 seconds.
 AX1453
 AX1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1453.The vertical order pertains to the NGVD 29 superseded value.
 AX1453
 AX1453.The geoid height was determined by GEOID03.
 AX1453
 AX1453;                    North         East    Units  Estimated Accuracy
 AX1453;SPC TXSC     - 4,222,440.      781,570.      MT  (+/- 180 meters Scaled)
 AX1453
 AX1453                          SUPERSEDED SURVEY CONTROL
 AX1453
 AX1453  NGVD 29 (??/??/92)  120.07   (m)          393.9    (f) COMPUTED    2 0
 AX1453
 AX1453.Superseded values are not recommended for survey control.
 AX1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1453.See file dsdata.txt to determine how the superseded data were derived.
 AX1453
 AX1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU815011(NAD 83)
 AX1453_MARKER: DB = BENCH MARK DISK
 AX1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1453_STAMPING: S 824 1943
 AX1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1453+STABILITY: SURFACE MOTION
 AX1453
 AX1453  HISTORY     - Date     Condition        Report By
 AX1453  HISTORY     - 1943     MONUMENTED       CGS
 AX1453  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1453  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1453  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1453
 AX1453                          STATION DESCRIPTION
 AX1453
 AX1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1453'3.5 MI NW FROM MULDOON.
 AX1453'3.5 MILES NORTHWEST ALONG A GRADED ROAD FROM THE GRADE SCHOOL AT
 AX1453'MULDOON, FAYETTE COUNTY, 100 FEET WEST OF THE WEST END OF A SMALL
 AX1453'CURVE, AT A T-ROAD JUNCTION, 25 FEET NORTH OF THE CENTERLINE OF THE
 AX1453'ROAD, 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE
 AX1453'WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A
 AX1453'STANDARD DISK, STAMPED S 824 1943 AND SET IN THE TOP OF A CONCRETE
 AX1453'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1453
 AX1453                          STATION RECOVERY (1964)
 AX1453
 AX1453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1453'MARK NOT FOUND.
 AX1453
 AX1453                          STATION RECOVERY (1991)
 AX1453
 AX1453'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX1453'MARK NOT FOUND.
 AX1453
 AX1453                          STATION RECOVERY (1997)
 AX1453
 AX1453'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1364 ***********************************************************************
 AX1364  DESIGNATION -  S 825
 AX1364  PID         -  AX1364
 AX1364  STATE/COUNTY-  TX/FAYETTE
 AX1364  USGS QUAD   -  FLATONIA NW (1981)
 AX1364
 AX1364                         *CURRENT SURVEY CONTROL
 AX1364  ___________________________________________________________________
 AX1364* NAD 83(1986)-  29 41 15.     (N)    097 07 53.     (W)     SCALED    
 AX1364* NAVD 88     -       123.92   (+/-2cm)     406.6    (feet)  VERTCON   
 AX1364  ___________________________________________________________________
 AX1364  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AX1364
 AX1364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1364
 AX1364.The horizontal coordinates were scaled from a topographic map and have
 AX1364.an estimated accuracy of +/- 6 seconds.
 AX1364
 AX1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1364.The vertical order pertains to the NGVD 29 superseded value.
 AX1364
 AX1364.The geoid height was determined by GEOID03.
 AX1364
 AX1364;                    North         East    Units  Estimated Accuracy
 AX1364;SPC TXSC     - 4,206,940.      780,830.      MT  (+/- 180 meters Scaled)
 AX1364
 AX1364                          SUPERSEDED SURVEY CONTROL
 AX1364
 AX1364  NGVD 29 (??/??/92)  123.883  (m)          406.44   (f) ADJ UNCH    2 0
 AX1364
 AX1364.Superseded values are not recommended for survey control.
 AX1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1364.See file dsdata.txt to determine how the superseded data were derived.
 AX1364
 AX1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT808856(NAD 83)
 AX1364_MARKER: DB = BENCH MARK DISK
 AX1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1364_SP_SET: CULVERT
 AX1364_STAMPING: S 825 1943
 AX1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1364+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1364
 AX1364  HISTORY     - Date     Condition        Report By
 AX1364  HISTORY     - 1943     MONUMENTED       CGS
 AX1364  HISTORY     - 1987     GOOD             USPSQD
 AX1364  HISTORY     - 1988     GOOD             USPSQD
 AX1364  HISTORY     - 19970607 GOOD             USPSQD
 AX1364  HISTORY     - 20050318 GOOD             USPSQD
 AX1364
 AX1364                          STATION DESCRIPTION
 AX1364
 AX1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1364'1 MI W FROM FLATONIA.
 AX1364'1.0 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC CO.
 AX1364'RAILROAD STATION AT FLATONIA, FAYETTE COUNTY, AT A LARGE CONCRETE
 AX1364'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 23 FEET
 AX1364'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY. A
 AX1364'STANDARD DISK STAMPED S 825 1943.
 AX1364
 AX1364                          STATION RECOVERY (1987)
 AX1364
 AX1364'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1364'RECOVERED IN GOOD CONDITION.
 AX1364
 AX1364                          STATION RECOVERY (1988)
 AX1364
 AX1364'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1364'RECOVERED IN GOOD CONDITION.
 AX1364
 AX1364                          STATION RECOVERY (1997)
 AX1364
 AX1364'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1364'RECOVERED IN GOOD CONDITION.
 AX1364
 AX1364                          STATION RECOVERY (2005)
 AX1364
 AX1364'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1812 ***********************************************************************
 AX1812  DESIGNATION -  S 826
 AX1812  PID         -  AX1812
 AX1812  STATE/COUNTY-  TX/LAVACA
 AX1812  USGS QUAD   -  SHINER (1987)
 AX1812
 AX1812                         *CURRENT SURVEY CONTROL
 AX1812  ___________________________________________________________________
 AX1812* NAD 83(1986)-  29 26 24.     (N)    097 11 03.     (W)     SCALED    
 AX1812* NAVD 88     -       118.61   (+/-2cm)     389.1    (feet)  VERTCON   
 AX1812  ___________________________________________________________________
 AX1812  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AX1812
 AX1812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1812
 AX1812.The horizontal coordinates were scaled from a topographic map and have
 AX1812.an estimated accuracy of +/- 6 seconds.
 AX1812
 AX1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1812.The vertical order pertains to the NGVD 29 superseded value.
 AX1812
 AX1812.The geoid height was determined by GEOID03.
 AX1812
 AX1812;                    North         East    Units  Estimated Accuracy
 AX1812;SPC TXSC     - 4,179,430.      776,150.      MT  (+/- 180 meters Scaled)
 AX1812
 AX1812                          SUPERSEDED SURVEY CONTROL
 AX1812
 AX1812  NGVD 29 (??/??/92)  118.580  (m)          389.04   (f) ADJ UNCH    2 0
 AX1812
 AX1812.Superseded values are not recommended for survey control.
 AX1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1812.See file dsdata.txt to determine how the superseded data were derived.
 AX1812
 AX1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT761581(NAD 83)
 AX1812_MARKER: DB = BENCH MARK DISK
 AX1812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1812_SP_SET: CULVERT
 AX1812_STAMPING: S 826 1943
 AX1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1812+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AX1812
 AX1812  HISTORY     - Date     Condition        Report By
 AX1812  HISTORY     - 1943     MONUMENTED       CGS
 AX1812  HISTORY     - 19970607 GOOD             USPSQD
 AX1812  HISTORY     - 20050120 GOOD             USPSQD
 AX1812
 AX1812                          STATION DESCRIPTION
 AX1812
 AX1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1812'1.0 MI W FROM SHINER.
 AX1812'TO REACH FROM THE CITY HALL AT SHINER, PROCEED WESTERLY ON STATE
 AX1812'HIGHWAY NUMBER 200 AND GO 1.0 MILE TO A CONCRETE CULVERT AND SITE OF
 AX1812'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE WEST END OF
 AX1812'THE NORTH HEAD-WALL OF THE CULVERT, IT IS 21 FEET NORTH OF AND ABOUT
 AX1812'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1812
 AX1812                          STATION RECOVERY (1997)
 AX1812
 AX1812'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1812'RECOVERED IN GOOD CONDITION.
 AX1812
 AX1812                          STATION RECOVERY (2005)
 AX1812
 AX1812'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1519 ***********************************************************************
 AX1519  DESIGNATION -  S 827
 AX1519  PID         -  AX1519
 AX1519  STATE/COUNTY-  TX/GONZALES
 AX1519  USGS QUAD   -  DILWORTH (1981)
 AX1519
 AX1519                         *CURRENT SURVEY CONTROL
 AX1519  ___________________________________________________________________
 AX1519* NAD 83(1986)-  29 33 06.     (N)    097 16 06.     (W)     SCALED    
 AX1519* NAVD 88     -       107.46   (+/-2cm)     352.6    (feet)  VERTCON   
 AX1519  ___________________________________________________________________
 AX1519  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX1519
 AX1519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1519
 AX1519.The horizontal coordinates were scaled from a topographic map and have
 AX1519.an estimated accuracy of +/- 6 seconds.
 AX1519
 AX1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1519.The vertical order pertains to the NGVD 29 superseded value.
 AX1519
 AX1519.The geoid height was determined by GEOID03.
 AX1519
 AX1519;                    North         East    Units  Estimated Accuracy
 AX1519;SPC TXSC     - 4,191,680.      767,800.      MT  (+/- 180 meters Scaled)
 AX1519
 AX1519                          SUPERSEDED SURVEY CONTROL
 AX1519
 AX1519  NGVD 29 (??/??/92)  107.427  (m)          352.45   (f) ADJ UNCH    2 0
 AX1519
 AX1519.Superseded values are not recommended for survey control.
 AX1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1519.See file dsdata.txt to determine how the superseded data were derived.
 AX1519
 AX1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT677703(NAD 83)
 AX1519_MARKER: DB = BENCH MARK DISK
 AX1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1519_STAMPING: S 827 1943
 AX1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1519+STABILITY: SURFACE MOTION
 AX1519
 AX1519  HISTORY     - Date     Condition        Report By
 AX1519  HISTORY     - 1943     MONUMENTED       CGS
 AX1519
 AX1519                          STATION DESCRIPTION
 AX1519
 AX1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1519'8.8 MI W FROM MOULTON.
 AX1519'IN GONZALES COUNTY, 8.8 MILES WEST OF MOULTON, LAVACA COUNTY.  THIS
 AX1519'BENCH MARK MAY BE REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD
 AX1519'STATION BY GOING 0.3 MILE WEST ALONG MOORE AVENUE, TURN LEFT AND GO
 AX1519'0.8 MILE SOUTH ALONG A GRADED ROAD, AND TURN RIGHT AND GO 7.7 MILES
 AX1519'WEST ALONG THE GONZALES ROAD.  IT IS 3.1 MILES WEST OF NICKEL SCHOOL,
 AX1519'AT THE TOP OF A STEEP HILL, 40 FEET SOUTH OF THE CENTERLINE OF THE
 AX1519'ROAD, 40 FEET EAST OF THE CENTERLINE OF A PRIVATE DRIVE, 31 FEET
 AX1519'SOUTHWEST OF A LONE 24-INCH OAK TREE, 3 FEET WEST OF A WHITE WOODEN
 AX1519'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK
 AX1519'STAMPED S 827 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1519'0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0236 ***********************************************************************
 AY0236  DESIGNATION -  S 828
 AY0236  PID         -  AY0236
 AY0236  STATE/COUNTY-  TX/WILSON
 AY0236  USGS QUAD   -  FLORESVILLE (1973)
 AY0236
 AY0236                         *CURRENT SURVEY CONTROL
 AY0236  ___________________________________________________________________
 AY0236* NAD 83(1986)-  29 07 31.     (N)    098 09 05.     (W)     SCALED    
 AY0236* NAVD 88     -       123.708  (meters)     405.87   (feet)  ADJUSTED  
 AY0236  ___________________________________________________________________
 AY0236  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY0236  DYNAMIC HT  -         123.533 (meters)     405.29  (feet)  COMP
 AY0236  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 AY0236
 AY0236  VERT ORDER  -  FIRST     CLASS II
 AY0236
 AY0236.The horizontal coordinates were scaled from a topographic map and have
 AY0236.an estimated accuracy of +/- 6 seconds.
 AY0236
 AY0236.The orthometric height was determined by differential leveling
 AY0236.and adjusted by the National Geodetic Survey in June 1991..
 AY0236.WARNING-Repeat measurements at this control monument indicate possible
 AY0236.vertical movement.
 AY0236
 AY0236.The geoid height was determined by GEOID03.
 AY0236
 AY0236.The dynamic height is computed by dividing the NAVD 88
 AY0236.geopotential number by the normal gravity value computed on the
 AY0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0236.degrees latitude (g = 980.6199 gals.).
 AY0236
 AY0236.The modeled gravity was interpolated from observed gravity values.
 AY0236
 AY0236;                    North         East    Units  Estimated Accuracy
 AY0236;SPC TXSC     - 4,143,480.      682,580.      MT  (+/- 180 meters Scaled)
 AY0236
 AY0236                          SUPERSEDED SURVEY CONTROL
 AY0236
 AY0236.No superseded survey control is available for this station.
 AY0236
 AY0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT825221(NAD 83)
 AY0236_MARKER: DB = BENCH MARK DISK
 AY0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0236_STAMPING: S 828 1943
 AY0236_PROJECTION: PROJECTING 7 CENTIMETERS
 AY0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0236+STABILITY: SURFACE MOTION
 AY0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY0236+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 AY0236
 AY0236  HISTORY     - Date     Condition        Report By
 AY0236  HISTORY     - 1943     MONUMENTED       CGS
 AY0236  HISTORY     - 1980     GOOD             NGS
 AY0236  HISTORY     - 19951021 GOOD             USPSQD
 AY0236  HISTORY     - 20050819 GOOD             USPSQD
 AY0236
 AY0236                          STATION DESCRIPTION
 AY0236
 AY0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0236'1.0 MI SE FROM FLORESVILLE.
 AY0236'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0236'STATION AT FLORESVILLE-- PROCEED 1.0 MILE SOUTHEASTERLY ALONG THE
 AY0236'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 50.0 FEET
 AY0236'NORTHWEST OF THE NINTH POLE (ABOUT 0.3 MILE) NORTHWEST OF MILEPOST 31,
 AY0236'47.6 FEET NORTHEAST OF AND ABOUT 7.0 FEET ABOVE THE CENTERLINE OF
 AY0236'TRACK, AND 25.7 FEET NORTHWEST OF AND ABOUT 5.0 FEET ABOVE THE
 AY0236'CENTERLINE OF A DIRT ROAD CROSSING THE TRACK.  IT IS 10.0 FEET WEST OF
 AY0236'A POWER POLE, 4.5 FEET NORTHWEST OF A FENCE CORNER, AND 1.0 FOOT
 AY0236'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.2 FEET NORTHWEST OF A
 AY0236'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AY0236
 AY0236                          STATION RECOVERY (1980)
 AY0236
 AY0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0236'1.1 KM (0.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY0236'COURTHOUSE IN FLORESVILLE, THENCE 0.3 KM (0.2 MI) SOUTHWEST ALONG K
 AY0236'STREET, AT THE SOUTHERN PACIFIC RAILROAD CROSSING, 13.3 METERS
 AY0236'(43.5 FT) NORTHEAST OF THE EAST RAIL, 8.1 METERS (26.6 FT) NORTHWEST
 AY0236'OF THE CENTER OF THE STREET, 5.2 METERS (17.2 FT) SOUTHEAST OF A GUYED
 AY0236'POWERLINE POLE, 18.7 METERS (61.5 FT) SOUTHWEST OF A GUYED POWERLINE
 AY0236'POLE WITH A TRANSFORMER.
 AY0236'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AY0236'THE MARK IS 2.4 M ABOVE THE TRACKS.
 AY0236
 AY0236                          STATION RECOVERY (1995)
 AY0236
 AY0236'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0236'RECOVERED IN GOOD CONDITION.
 AY0236
 AY0236                          STATION RECOVERY (2005)
 AY0236
 AY0236'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0080 ***********************************************************************
 CA0080  DESIGNATION -  S 83
 CA0080  PID         -  CA0080
 CA0080  STATE/COUNTY-  TX/LAMPASAS
 CA0080  USGS QUAD   -  LAMPASAS (1954)
 CA0080
 CA0080                         *CURRENT SURVEY CONTROL
 CA0080  ___________________________________________________________________
 CA0080* NAD 83(1986)-  31 04 31.     (N)    098 08 39.     (W)     SCALED    
 CA0080* NAVD 88     -       301.618  (meters)     989.56   (feet)  ADJUSTED  
 CA0080  ___________________________________________________________________
 CA0080  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CA0080  DYNAMIC HT  -         301.217 (meters)     988.24  (feet)  COMP
 CA0080  MODELED GRAV-     979,301.2   (mgal)                       NAVD 88
 CA0080
 CA0080  VERT ORDER  -  FIRST     CLASS II
 CA0080
 CA0080.The horizontal coordinates were scaled from a topographic map and have
 CA0080.an estimated accuracy of +/- 6 seconds.
 CA0080
 CA0080.The orthometric height was determined by differential leveling
 CA0080.and adjusted by the National Geodetic Survey in June 1991..
 CA0080
 CA0080.The geoid height was determined by GEOID03.
 CA0080
 CA0080.The dynamic height is computed by dividing the NAVD 88
 CA0080.geopotential number by the normal gravity value computed on the
 CA0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0080.degrees latitude (g = 980.6199 gals.).
 CA0080
 CA0080.The modeled gravity was interpolated from observed gravity values.
 CA0080
 CA0080;                    North         East    Units  Estimated Accuracy
 CA0080;SPC TX C     - 3,158,210.      908,870.      MT  (+/- 180 meters Scaled)
 CA0080
 CA0080                          SUPERSEDED SURVEY CONTROL
 CA0080
 CA0080  NGVD 29 (??/??/92)  301.525  (m)          989.25   (f) ADJ UNCH    1 2
 CA0080
 CA0080.Superseded values are not recommended for survey control.
 CA0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0080.See file dsdata.txt to determine how the superseded data were derived.
 CA0080
 CA0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV816382(NAD 83)
 CA0080_MARKER: DB = BENCH MARK DISK
 CA0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0080_SP_SET: ABUTMENT
 CA0080_STAMPING: 989.339 S 83 1932
 CA0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0080
 CA0080  HISTORY     - Date     Condition        Report By
 CA0080  HISTORY     - 1932     MONUMENTED       CGS
 CA0080  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0080
 CA0080                          STATION DESCRIPTION
 CA0080
 CA0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CA0080'2.7 MI E FROM LAMPASAS.
 CA0080'2.7 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0080'STATION AT LAMPASAS, LAMPASAS COUNTY, 10 POLES WEST OF MILEPOST 272,
 CA0080'AT PLATE-GIRDER BRIDGE 272 A, AND IN THE TOP OF THE SOUTH END OF THE
 CA0080'WEST ABUTMENT.
 CA0080
 CA0080                          STATION RECOVERY (1983)
 CA0080
 CA0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0080'THIS MARK MAY STILL BE IN PLACE UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1566 ***********************************************************************
 AX1566  DESIGNATION -  S 830
 AX1566  PID         -  AX1566
 AX1566  STATE/COUNTY-  TX/CALDWELL
 AX1566  USGS QUAD   -  DELHI (1981)
 AX1566
 AX1566                         *CURRENT SURVEY CONTROL
 AX1566  ___________________________________________________________________
 AX1566* NAD 83(1986)-  29 46 00.     (N)    097 25 20.     (W)     SCALED    
 AX1566* NAVD 88     -       155.63   (+/-2cm)     510.6    (feet)  VERTCON   
 AX1566  ___________________________________________________________________
 AX1566  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX1566
 AX1566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1566
 AX1566.The horizontal coordinates were scaled from a topographic map and have
 AX1566.an estimated accuracy of +/- 6 seconds.
 AX1566
 AX1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1566.The vertical order pertains to the NGVD 29 superseded value.
 AX1566
 AX1566.The geoid height was determined by GEOID03.
 AX1566
 AX1566;                    North         East    Units  Estimated Accuracy
 AX1566;SPC TXSC     - 4,215,300.      752,570.      MT  (+/- 180 meters Scaled)
 AX1566
 AX1566                          SUPERSEDED SURVEY CONTROL
 AX1566
 AX1566  NGVD 29 (??/??/92)  155.573  (m)          510.41   (f) ADJ UNCH    2 0
 AX1566
 AX1566.Superseded values are not recommended for survey control.
 AX1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1566.See file dsdata.txt to determine how the superseded data were derived.
 AX1566
 AX1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT525939(NAD 83)
 AX1566_MARKER: DB = BENCH MARK DISK
 AX1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1566_STAMPING: S 830 1943
 AX1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1566+STABILITY: SURFACE MOTION
 AX1566
 AX1566  HISTORY     - Date     Condition        Report By
 AX1566  HISTORY     - 1943     MONUMENTED       CGS
 AX1566  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1566
 AX1566                          STATION DESCRIPTION
 AX1566
 AX1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1566'5.2 MI SW FROM DELHI.
 AX1566'5.2 MILES SOUTHWEST OF DELHI, CALDWELL COUNTY.  THIS BENCH MARK MAY BE
 AX1566'REACHED FROM THE ROAD INTERSECTION BY GOING 4.7 MILES SOUTH ALONG A
 AX1566'GRADED DIRT ROAD, TURN RIGHT AND GO 0.3 MILE WEST, AND TURN LEFT AND
 AX1566'GO 0.2 MILE SOUTH.  IT IS 12.6 MILES NORTHEAST OF HARWOOD, GONZALES
 AX1566'COUNTY, 0.4 MILE NORTH OF A SMALL BRIDGE AND A TURN IN THE ROAD, 16
 AX1566'FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE
 AX1566'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 AX1566'ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED S 830
 AX1566'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1566'GROUND.
 AX1566
 AX1566                          STATION RECOVERY (1999)
 AX1566
 AX1566'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1548 ***********************************************************************
 AX1548  DESIGNATION -  S 831
 AX1548  PID         -  AX1548
 AX1548  STATE/COUNTY-  TX/FAYETTE
 AX1548  USGS QUAD   -  CISTERN (1981)
 AX1548
 AX1548                         *CURRENT SURVEY CONTROL
 AX1548  ___________________________________________________________________
 AX1548* NAD 83(1986)-  29 49 07.     (N)    097 14 05.     (W)     SCALED    
 AX1548* NAVD 88     -       126.76   (+/-2cm)     415.9    (feet)  VERTCON   
 AX1548  ___________________________________________________________________
 AX1548  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AX1548
 AX1548  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1548
 AX1548.The horizontal coordinates were scaled from a topographic map and have
 AX1548.an estimated accuracy of +/- 6 seconds.
 AX1548
 AX1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1548.The vertical order pertains to the NGVD 29 superseded value.
 AX1548
 AX1548.The geoid height was determined by GEOID03.
 AX1548
 AX1548;                    North         East    Units  Estimated Accuracy
 AX1548;SPC TXSC     - 4,221,310.      770,610.      MT  (+/- 180 meters Scaled)
 AX1548
 AX1548                          SUPERSEDED SURVEY CONTROL
 AX1548
 AX1548  NGVD 29 (??/??/92)  126.707  (m)          415.70   (f) ADJ UNCH    2 0
 AX1548
 AX1548.Superseded values are not recommended for survey control.
 AX1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1548.See file dsdata.txt to determine how the superseded data were derived.
 AX1548
 AX1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT705999(NAD 83)
 AX1548_MARKER: DB = BENCH MARK DISK
 AX1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1548_STAMPING: S 831 1943
 AX1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1548+STABILITY: SURFACE MOTION
 AX1548
 AX1548  HISTORY     - Date     Condition        Report By
 AX1548  HISTORY     - 1943     MONUMENTED       CGS
 AX1548  HISTORY     - 19970607 GOOD             USPSQD
 AX1548
 AX1548                          STATION DESCRIPTION
 AX1548
 AX1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1548'1 MI W FROM CISTERN.
 AX1548'1.0 MILE WEST ALONG A GRADED ROAD LEADING TO JEDDO FROM THE ROAD
 AX1548'INTERSECTION AT CISTERN, FAYETTE COUNTY, AT THE JUNCTION OF A PRIVATE
 AX1548'ROAD LEADING NORTH TO A LARGE FARMHOUSE, 33 FEET NORTH OF THE
 AX1548'CENTERLINE OF THE MAIN ROAD, 33 FEET WEST OF THE CENTERLINE OF THE
 AX1548'PRIVATE ROAD, 10 FEET WEST OF A FENCE CORNER, 2 FEET NORTH OF THE
 AX1548'RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST. A
 AX1548'STANDARD DISK, STAMPED S 831 1943 AND SET IN THE TOP OF A CONCRETE
 AX1548'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AX1548
 AX1548                          STATION RECOVERY (1997)
 AX1548
 AX1548'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1578 ***********************************************************************
 AN1578  DESIGNATION -  S 832
 AN1578  PID         -  AN1578
 AN1578  STATE/COUNTY-  TX/KARNES
 AN1578  USGS QUAD   -  KARNES CITY (1987)
 AN1578
 AN1578                         *CURRENT SURVEY CONTROL
 AN1578  ___________________________________________________________________
 AN1578* NAD 83(1986)-  28 55 45.     (N)    097 56 01.     (W)     SCALED    
 AN1578* NAVD 88     -        82.625  (meters)     271.08   (feet)  ADJUSTED  
 AN1578  ___________________________________________________________________
 AN1578  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AN1578  DYNAMIC HT  -          82.505 (meters)     270.69  (feet)  COMP
 AN1578  MODELED GRAV-     979,191.9   (mgal)                       NAVD 88
 AN1578
 AN1578  VERT ORDER  -  FIRST     CLASS I
 AN1578
 AN1578.The horizontal coordinates were scaled from a topographic map and have
 AN1578.an estimated accuracy of +/- 6 seconds.
 AN1578
 AN1578.The orthometric height was determined by differential leveling
 AN1578.and adjusted by the National Geodetic Survey in June 1991..
 AN1578
 AN1578.The geoid height was determined by GEOID03.
 AN1578
 AN1578.The dynamic height is computed by dividing the NAVD 88
 AN1578.geopotential number by the normal gravity value computed on the
 AN1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1578.degrees latitude (g = 980.6199 gals.).
 AN1578
 AN1578.The modeled gravity was interpolated from observed gravity values.
 AN1578
 AN1578;                    North         East    Units  Estimated Accuracy
 AN1578;SPC TXSC     - 4,121,920.      703,970.      MT  (+/- 180 meters Scaled)
 AN1578
 AN1578                          SUPERSEDED SURVEY CONTROL
 AN1578
 AN1578  NGVD 29 (??/??/92)   82.580  (m)          270.93   (f) ADJ UNCH    1 1
 AN1578
 AN1578.Superseded values are not recommended for survey control.
 AN1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1578.See file dsdata.txt to determine how the superseded data were derived.
 AN1578
 AN1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT039006(NAD 83)
 AN1578_MARKER: DB = BENCH MARK DISK
 AN1578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1578_SP_SET: BRIDGE
 AN1578_STAMPING: S 832 1943
 AN1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1578
 AN1578  HISTORY     - Date     Condition        Report By
 AN1578  HISTORY     - 1943     MONUMENTED       CGS
 AN1578  HISTORY     - 1972     GOOD             NGS
 AN1578
 AN1578                          STATION DESCRIPTION
 AN1578
 AN1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1578'3.9 MI NW FROM KARNES CITY.
 AN1578'ABOUT 3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN1578'CROSSING OF FARM-TO-MARKET ROAD 99 AT KARNES CITY, SET IN THE TOP OF
 AN1578'THE SOUTH CONCRETE WING WALL ON AN ABANDONED ROAD BRIDGE OVER A DRY
 AN1578'CREEK BED, 68 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 32
 AN1578'1/2 FEET NORTHEAST OF THE 4TH TELEPHONE POLE NORTHWEST OF MILEPOST 51,
 AN1578'14 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ABANDONED ROAD, 1.8
 AN1578'FEET NORTH OF THE SOUTH END OF THE WING WALL, AND ABOUT 4 1/2 FEET
 AN1578'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2399 ***********************************************************************
 AX2399  DESIGNATION -  S 833
 AX2399  PID         -  AX2399
 AX2399  STATE/COUNTY-  TX/GUADALUPE
 AX2399  USGS QUAD   -  SEGUIN (1994)
 AX2399
 AX2399                         *CURRENT SURVEY CONTROL
 AX2399  ___________________________________________________________________
 AX2399* NAD 83(1986)-  29 34 34.     (N)    097 55 14.     (W)     SCALED    
 AX2399* NAVD 88     -       156.16   (+/-2cm)     512.3    (feet)  VERTCON   
 AX2399  ___________________________________________________________________
 AX2399  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2399
 AX2399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2399
 AX2399.The horizontal coordinates were scaled from a topographic map and have
 AX2399.an estimated accuracy of +/- 6 seconds.
 AX2399
 AX2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2399.The vertical order pertains to the NGVD 29 superseded value.
 AX2399
 AX2399.The geoid height was determined by GEOID03.
 AX2399
 AX2399;                    North         East    Units  Estimated Accuracy
 AX2399;SPC TXSC     - 4,193,630.      704,580.      MT  (+/- 180 meters Scaled)
 AX2399
 AX2399                          SUPERSEDED SURVEY CONTROL
 AX2399
 AX2399  NGVD 29 (??/??/92)  156.083  (m)          512.08   (f) ADJ UNCH    2 0
 AX2399
 AX2399.Superseded values are not recommended for survey control.
 AX2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2399.See file dsdata.txt to determine how the superseded data were derived.
 AX2399
 AX2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT045723(NAD 83)
 AX2399_MARKER: DB = BENCH MARK DISK
 AX2399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2399_SP_SET: CULVERT
 AX2399_STAMPING: S 833 1943
 AX2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2399
 AX2399  HISTORY     - Date     Condition        Report By
 AX2399  HISTORY     - 1943     MONUMENTED       CGS
 AX2399  HISTORY     - 1958     GOOD             DOD
 AX2399  HISTORY     - 1988     GOOD             USPSQD
 AX2399  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2399  HISTORY     - 19990925 GOOD             USPSQD
 AX2399  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2399
 AX2399                          STATION DESCRIPTION
 AX2399
 AX2399'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2399'2.8 MI E FROM SEGUIN.
 AX2399'THE MARK IS SET FLUSH WITH THE CONCRETE HEADWALL.  IS 12 FEET S. OF
 AX2399'THE CENTERLINE OF THE E-W ROAD AND 0.2 FEET HIGHER, 25 FEET W. OF THE
 AX2399'INTERSECTING CENTERLINES OF THE E-W ROAD AND TRAIL TO S. AND 1 FOOT
 AX2399'LOWER, 99 FEET N. OF THE S. EDGE OF GRASS AT ENTRANCE OF TRAIL INTO
 AX2399'PARKING LOT AND 3.5 FEET HIGHER.
 AX2399
 AX2399                          STATION RECOVERY (1988)
 AX2399
 AX2399'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2399'RECOVERED IN GOOD CONDITION.
 AX2399
 AX2399                          STATION RECOVERY (1993)
 AX2399
 AX2399'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2399'MARK NOT FOUND.
 AX2399
 AX2399                          STATION RECOVERY (1999)
 AX2399
 AX2399'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2399'RECOVERED IN GOOD CONDITION.
 AX2399
 AX2399                          STATION RECOVERY (2003)
 AX2399
 AX2399'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2365 ***********************************************************************
 AX2365  DESIGNATION -  S 834
 AX2365  PID         -  AX2365
 AX2365  STATE/COUNTY-  TX/GONZALES
 AX2365  USGS QUAD   -  OTTINE (1981)
 AX2365
 AX2365                         *CURRENT SURVEY CONTROL
 AX2365  ___________________________________________________________________
 AX2365* NAD 83(1986)-  29 30 04.     (N)    097 35 23.     (W)     SCALED    
 AX2365* NAVD 88     -       100.20   (+/-2cm)     328.7    (feet)  VERTCON   
 AX2365  ___________________________________________________________________
 AX2365  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AX2365
 AX2365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2365
 AX2365.The horizontal coordinates were scaled from a topographic map and have
 AX2365.an estimated accuracy of +/- 6 seconds.
 AX2365
 AX2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2365.The vertical order pertains to the NGVD 29 superseded value.
 AX2365
 AX2365.The geoid height was determined by GEOID03.
 AX2365
 AX2365;                    North         East    Units  Estimated Accuracy
 AX2365;SPC TXSC     - 4,185,660.      736,730.      MT  (+/- 180 meters Scaled)
 AX2365
 AX2365                          SUPERSEDED SURVEY CONTROL
 AX2365
 AX2365  NGVD 29 (??/??/92)  100.155  (m)          328.59   (f) ADJ UNCH    2 0
 AX2365
 AX2365.Superseded values are not recommended for survey control.
 AX2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2365.See file dsdata.txt to determine how the superseded data were derived.
 AX2365
 AX2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT367643(NAD 83)
 AX2365_MARKER: DB = BENCH MARK DISK
 AX2365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2365_SP_SET: CULVERT
 AX2365_STAMPING: S 834 1943
 AX2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2365
 AX2365  HISTORY     - Date     Condition        Report By
 AX2365  HISTORY     - 1943     MONUMENTED       CGS
 AX2365
 AX2365                          STATION DESCRIPTION
 AX2365
 AX2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2365'6.2 MI E FROM BELMONT.
 AX2365'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 3 AND NO. 80 AT
 AX2365'BELMONT, PROCEED 6.2 MI. E. ALONG STATE HIGHWAY NO. 3 TO SITE OF BM.
 AX2365'BENCH MARK IS ABOUT 0.3 MI. W. OF A SERVICE STATION, AND ABOUT 0.15
 AX2365'MI. W. OF A CONCRETE BRIDGE, 40 FEET N. OF AND ABOUT THE SAME
 AX2365'ELEVATION AS THE CENTERLINE OF HIGHWAY, 16.3 FEET E. OF THE CENTERLINE
 AX2365'OF A WOODEN GATE AND A FARM ROAD LEADING N., 9 FEET E. OF A POWER
 AX2365'POLE, 1 FOOT N. OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET E. OF A 4X4
 AX2365'INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2359 ***********************************************************************
 AX2359  DESIGNATION -  S 835
 AX2359  PID         -  AX2359
 AX2359  STATE/COUNTY-  TX/GONZALES
 AX2359  USGS QUAD   -  BELMONT (1994)
 AX2359
 AX2359                         *CURRENT SURVEY CONTROL
 AX2359  ___________________________________________________________________
 AX2359* NAD 83(1986)-  29 32 09.     (N)    097 40 50.     (W)     SCALED    
 AX2359* NAVD 88     -       116.09   (+/-2cm)     380.9    (feet)  VERTCON   
 AX2359  ___________________________________________________________________
 AX2359  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2359
 AX2359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2359
 AX2359.The horizontal coordinates were scaled from a topographic map and have
 AX2359.an estimated accuracy of +/- 6 seconds.
 AX2359
 AX2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2359.The vertical order pertains to the NGVD 29 superseded value.
 AX2359
 AX2359.The geoid height was determined by GEOID03.
 AX2359
 AX2359;                    North         East    Units  Estimated Accuracy
 AX2359;SPC TXSC     - 4,189,400.      727,880.      MT  (+/- 180 meters Scaled)
 AX2359
 AX2359                          SUPERSEDED SURVEY CONTROL
 AX2359
 AX2359  NGVD 29 (??/??/92)  116.037  (m)          380.70   (f) ADJ UNCH    2 0
 AX2359
 AX2359.Superseded values are not recommended for survey control.
 AX2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2359.See file dsdata.txt to determine how the superseded data were derived.
 AX2359
 AX2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT278680(NAD 83)
 AX2359_MARKER: DB = BENCH MARK DISK
 AX2359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2359_SP_SET: ABUTMENT
 AX2359_STAMPING: S 835 1943
 AX2359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2359
 AX2359  HISTORY     - Date     Condition        Report By
 AX2359  HISTORY     - 1943     MONUMENTED       CGS
 AX2359  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2359  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2359
 AX2359                          STATION DESCRIPTION
 AX2359
 AX2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2359'0.9 MI N FROM BELMONT.
 AX2359'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2359'BELMONT, PROCEED 0.9 MI. N. ALONG STATE HIGHWAY NO. 80 TO SITE OF BM.
 AX2359'BENCH MARK IS 15 FEET W. OF AND ABOUT THE SAME ELEVATION AS THE
 AX2359'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE W. END OF THE N.
 AX2359'ABUTMENT OF A SMALL CONCRETE BRIDGE.
 AX2359
 AX2359                          STATION RECOVERY (1987)
 AX2359
 AX2359'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2359'MARK NOT FOUND.
 AX2359
 AX2359                          STATION RECOVERY (2003)
 AX2359
 AX2359'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2360 ***********************************************************************
 AX2360  DESIGNATION -  S 835 RESET 1972
 AX2360  PID         -  AX2360
 AX2360  STATE/COUNTY-  TX/GONZALES
 AX2360  USGS QUAD   -  BELMONT (1994)
 AX2360
 AX2360                         *CURRENT SURVEY CONTROL
 AX2360  ___________________________________________________________________
 AX2360* NAD 83(1986)-  29 32 11.     (N)    097 40 49.     (W)     SCALED    
 AX2360* NAVD 88     -       115.36   (+/-2cm)     378.5    (feet)  VERTCON   
 AX2360  ___________________________________________________________________
 AX2360  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2360
 AX2360  VERT ORDER  -  THIRD (See Below)
 AX2360
 AX2360.The horizontal coordinates were scaled from a topographic map and have
 AX2360.an estimated accuracy of +/- 6 seconds.
 AX2360
 AX2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2360.The vertical order pertains to the NGVD 29 superseded value.
 AX2360
 AX2360.The geoid height was determined by GEOID03.
 AX2360
 AX2360;                    North         East    Units  Estimated Accuracy
 AX2360;SPC TXSC     - 4,189,470.      727,900.      MT  (+/- 180 meters Scaled)
 AX2360
 AX2360                          SUPERSEDED SURVEY CONTROL
 AX2360
 AX2360  NGVD 29 (01/29/03)  115.31   (m)          378.3    (f) RESET       3  
 AX2360
 AX2360.Superseded values are not recommended for survey control.
 AX2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2360.See file dsdata.txt to determine how the superseded data were derived.
 AX2360
 AX2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT278681(NAD 83)
 AX2360_MARKER: DB = BENCH MARK DISK
 AX2360_SETTING: 66 = SET IN ROCK OUTCROP
 AX2360_SP_SET: BEDROCK
 AX2360_STAMPING: S 835 RESET 1972
 AX2360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2360+STABILITY: POSITION/ELEVATION WELL
 AX2360
 AX2360  HISTORY     - Date     Condition        Report By
 AX2360  HISTORY     - 1972     MONUMENTED       NGS
 AX2360  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2360
 AX2360                          STATION DESCRIPTION
 AX2360
 AX2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX2360'10 MI S FROM LULING.
 AX2360'FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 80 IN
 AX2360'LULING, GO SOUTH ON STATE HIGHWAY 80 FOR 2.1 MILES TO THE JUNCTION OF
 AX2360'INTER-STATE 10.  CONTINUE SOUTH ON STATE HIGHWAY 80 FOR 8.2 MILES TO
 AX2360'THE MARK ON THE RIGHT, JUST SOUTH OF A TRACK ROAD AND GATE ON THE
 AX2360'RIGHT.  THIS IS JUST BEFORE REACHING BRIDGE.  A STANDARD BENCH MARK
 AX2360'DISK SET IN A DRILL-HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND AND
 AX2360'IS STAMPED S 835 RESET 1972.  IT IS ABOUT 350 FEET NORTH OF THE NORTH
 AX2360'END OF BRIDGE, 61 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 40 FEET
 AX2360'SOUTH OF A GATE AND TRACK ROAD, 3 FEET SOUTH OF A METAL WITNESS POST
 AX2360'AND IN FENCE-LINE.
 AX2360
 AX2360                          STATION RECOVERY (2003)
 AX2360
 AX2360'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1997 ***********************************************************************
 AX1997  DESIGNATION -  S 836
 AX1997  PID         -  AX1997
 AX1997  STATE/COUNTY-  TX/WILSON
 AX1997  USGS QUAD   -  NIXON (1987)
 AX1997
 AX1997                         *CURRENT SURVEY CONTROL
 AX1997  ___________________________________________________________________
 AX1997* NAD 83(1986)-  29 15 42.     (N)    097 47 23.     (W)     SCALED    
 AX1997* NAVD 88     -       121.97   (+/-2cm)     400.2    (feet)  VERTCON   
 AX1997  ___________________________________________________________________
 AX1997  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX1997
 AX1997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1997
 AX1997.The horizontal coordinates were scaled from a topographic map and have
 AX1997.an estimated accuracy of +/- 6 seconds.
 AX1997
 AX1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1997.The vertical order pertains to the NGVD 29 superseded value.
 AX1997
 AX1997.The geoid height was determined by GEOID03.
 AX1997
 AX1997;                    North         East    Units  Estimated Accuracy
 AX1997;SPC TXSC     - 4,158,910.      717,610.      MT  (+/- 180 meters Scaled)
 AX1997
 AX1997                          SUPERSEDED SURVEY CONTROL
 AX1997
 AX1997  NGVD 29 (??/??/92)  121.928  (m)          400.03   (f) ADJ UNCH    2 0
 AX1997
 AX1997.Superseded values are not recommended for survey control.
 AX1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1997.See file dsdata.txt to determine how the superseded data were derived.
 AX1997
 AX1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT175375(NAD 83)
 AX1997_MARKER: DB = BENCH MARK DISK
 AX1997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1997_SP_SET: CULVERT
 AX1997_STAMPING: S 836 1943
 AX1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1997
 AX1997  HISTORY     - Date     Condition        Report By
 AX1997  HISTORY     - 1943     MONUMENTED       CGS
 AX1997  HISTORY     - 1961     GOOD             USGS
 AX1997  HISTORY     - 19960914 GOOD             USPSQD
 AX1997  HISTORY     - 20030517 GOOD             USPSQD
 AX1997
 AX1997                          STATION DESCRIPTION
 AX1997
 AX1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1997'1.55 MI W FROM NIXON.
 AX1997'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1997'STATION AT NIXON-- PROCEED 1.55 MILES WESTERLY ALONG THE RAILROAD TO
 AX1997'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 70.0 FEET SOUTH OF THE WEST
 AX1997'END OF RAILROAD TRESTLE NO.91.09, AND ABOUT 51.0 FEET WEST OF THE
 AX1997'SECOND POLE WEST OF MILEPOST 91.  IT IS 12.0 FEET NORTH OF AND ABOUT
 AX1997'THE SAME ELEVATION AS THE CENTERLINE OF U. S. HIGHWAY NO.87, AND SET
 AX1997'HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 AX1997'HIGHWAY CULVERT.
 AX1997
 AX1997                          STATION RECOVERY (1961)
 AX1997
 AX1997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1997'RECOVERED IN GOOD CONDITION.
 AX1997
 AX1997                          STATION RECOVERY (1996)
 AX1997
 AX1997'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1997'RECOVERED IN GOOD CONDITION.
 AX1997
 AX1997                          STATION RECOVERY (2003)
 AX1997
 AX1997'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX1997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2050 ***********************************************************************
 AX2050  DESIGNATION -  S 837
 AX2050  PID         -  AX2050
 AX2050  STATE/COUNTY-  TX/GUADALUPE
 AX2050  USGS QUAD   -  DEWVILLE (1987)
 AX2050
 AX2050                         *CURRENT SURVEY CONTROL
 AX2050  ___________________________________________________________________
 AX2050* NAD 83(1986)-  29 24 37.     (N)    097 50 04.     (W)     SCALED    
 AX2050* NAVD 88     -       138.18   (+/-2cm)     453.3    (feet)  VERTCON   
 AX2050  ___________________________________________________________________
 AX2050  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX2050
 AX2050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2050
 AX2050.The horizontal coordinates were scaled from a topographic map and have
 AX2050.an estimated accuracy of +/- 6 seconds.
 AX2050
 AX2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2050.The vertical order pertains to the NGVD 29 superseded value.
 AX2050
 AX2050.The geoid height was determined by GEOID03.
 AX2050
 AX2050;                    North         East    Units  Estimated Accuracy
 AX2050;SPC TXSC     - 4,175,330.      713,100.      MT  (+/- 180 meters Scaled)
 AX2050
 AX2050                          SUPERSEDED SURVEY CONTROL
 AX2050
 AX2050  NGVD 29 (??/??/92)  138.115  (m)          453.13   (f) ADJ UNCH    2 0
 AX2050
 AX2050.Superseded values are not recommended for survey control.
 AX2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2050.See file dsdata.txt to determine how the superseded data were derived.
 AX2050
 AX2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT130540(NAD 83)
 AX2050_MARKER: DB = BENCH MARK DISK
 AX2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2050_STAMPING: S 837 1943
 AX2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2050+STABILITY: SURFACE MOTION
 AX2050
 AX2050  HISTORY     - Date     Condition        Report By
 AX2050  HISTORY     - 1943     MONUMENTED       CGS
 AX2050  HISTORY     - 1963     GOOD             NGS
 AX2050  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2050  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2050
 AX2050                          STATION DESCRIPTION
 AX2050
 AX2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AX2050'8.45 MI SW FROM LEESVILLE.
 AX2050'TO REACH FROM THE POST OFFICE AT LEESVILLE-- PROCEED 5.5 MILES
 AX2050'SOUTHWESTERLY ALONG THE LEESVILLE-DEWVILLE ROAD TO A TRACK ROAD
 AX2050'INTERSECTION LEADING NORTHWEST, THENCE 2.9 MILES NORTHWESTERLY TO SITE
 AX2050'OF BENCH MARK.  BENCH MARK IS ABOUT 0.35 MILE NORTH OF A FARM HOUSE
 AX2050'AND A CURVE TO THE EAST, AND ABOUT 0.2 MILE NORTH OF A CREEK. IT IS
 AX2050'16.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX2050'ROAD, 11.5 FEET NORTH OF THE CENTERLINE OF A WIRE GATE AND A FARM ROAD
 AX2050'LEADING NORTHWEST TO A HOUSE, 1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 AX2050'AND 3.6 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AX2050'0.3 FOOT.  ALTERNATE ROUTE AND ADDITIONAL NOTES IS AS FOLLOWS-- TO
 AX2050'REACH THE BENCH MARK FROM THE COURTHOUSE IN SEGUIN, GO SOUTH ON STATE
 AX2050'HIGHWAY 123 FOR 6.85 MILES TO A GRAVEL ROAD ON THE LEFT, TURN LEFT,
 AX2050'EAST GO 4.75 MILES TO A T-ROAD JUNCTION. TURN RIGHT AND FOLLOW THE
 AX2050'MAIN ROAD, SOUTH AND EAST, FOR 7.15 MILES TO MARK, 20 FEET WEST AND
 AX2050'ABOUT SAME ELEVATION AS ROAD, 1 FOOT EAST OF FENCE, 3.6 FEET SOUTH OF
 AX2050'A 4X4-INCH WITNESS POST.  IT IS 1 INCH BELOW THE SURFACE OF THE
 AX2050'GROUND.
 AX2050
 AX2050                          STATION RECOVERY (1999)
 AX2050
 AX2050'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2050'MARK NOT FOUND.
 AX2050
 AX2050                          STATION RECOVERY (2003)
 AX2050
 AX2050'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1687 ***********************************************************************
 AX1687  DESIGNATION -  S 838
 AX1687  PID         -  AX1687
 AX1687  STATE/COUNTY-  TX/DE WITT
 AX1687  USGS QUAD   -  TERRYVILLE (1987)
 AX1687
 AX1687                         *CURRENT SURVEY CONTROL
 AX1687  ___________________________________________________________________
 AX1687* NAD 83(1986)-  29 08 27.     (N)    097 06 53.     (W)     SCALED    
 AX1687* NAVD 88     -        77.77   (+/-2cm)     255.2    (feet)  VERTCON   
 AX1687  ___________________________________________________________________
 AX1687  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX1687
 AX1687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1687
 AX1687.The horizontal coordinates were scaled from a topographic map and have
 AX1687.an estimated accuracy of +/- 6 seconds.
 AX1687
 AX1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1687.The vertical order pertains to the NGVD 29 superseded value.
 AX1687
 AX1687.The geoid height was determined by GEOID03.
 AX1687
 AX1687;                    North         East    Units  Estimated Accuracy
 AX1687;SPC TXSC     - 4,146,380.      783,420.      MT  (+/- 180 meters Scaled)
 AX1687
 AX1687                          SUPERSEDED SURVEY CONTROL
 AX1687
 AX1687  NGVD 29 (??/??/92)   77.782  (m)          255.19   (f) ADJ UNCH    2 0
 AX1687
 AX1687.Superseded values are not recommended for survey control.
 AX1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1687.See file dsdata.txt to determine how the superseded data were derived.
 AX1687
 AX1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT833250(NAD 83)
 AX1687_MARKER: DB = BENCH MARK DISK
 AX1687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1687_SP_SET: CATTLEGUARD
 AX1687_STAMPING: S 838 1943
 AX1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1687
 AX1687  HISTORY     - Date     Condition        Report By
 AX1687  HISTORY     - 1943     MONUMENTED       CGS
 AX1687  HISTORY     - 1961     GOOD             NGS
 AX1687
 AX1687                          STATION DESCRIPTION
 AX1687
 AX1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1687'12.1 MI S FROM YOAKUM.
 AX1687'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3.65 MILES
 AX1687'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1687'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 6.45 MILES SOUTHERLY TO
 AX1687'A T-ROAD INTERSECTION AT STRATTON, THENCE CONTINUE 2.0 MILES SOUTHERLY
 AX1687'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 200.0 FEET NORTH OF THE
 AX1687'CENTER OF A T-ROAD INTERSECTION, AND 6.5 FEET SOUTH OF AND ABOUT 1.0
 AX1687'FOOT ABOVE THE CENTERLINE OF ROAD. IT IS SET HORIZONTALLY 2.0 FEET
 AX1687'FROM THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CATTLEGUARD.
 AX1687
 AX1687                          STATION RECOVERY (1961)
 AX1687
 AX1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AX1687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1722 ***********************************************************************
 AX1722  DESIGNATION -  S 839
 AX1722  PID         -  AX1722
 AX1722  STATE/COUNTY-  TX/DE WITT
 AX1722  USGS QUAD   -  VERHELLE (1987)
 AX1722
 AX1722                         *CURRENT SURVEY CONTROL
 AX1722  ___________________________________________________________________
 AX1722* NAD 83(1986)-  29 05 08.     (N)    097 11 37.     (W)     SCALED    
 AX1722* NAVD 88     -        52.00   (+/-2cm)     170.6    (feet)  VERTCON   
 AX1722  ___________________________________________________________________
 AX1722  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX1722
 AX1722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1722
 AX1722.The horizontal coordinates were scaled from a topographic map and have
 AX1722.an estimated accuracy of +/- 6 seconds.
 AX1722
 AX1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1722.The vertical order pertains to the NGVD 29 superseded value.
 AX1722
 AX1722.The geoid height was determined by GEOID03.
 AX1722
 AX1722;                    North         East    Units  Estimated Accuracy
 AX1722;SPC TXSC     - 4,140,140.      775,840.      MT  (+/- 180 meters Scaled)
 AX1722
 AX1722                          SUPERSEDED SURVEY CONTROL
 AX1722
 AX1722  NGVD 29 (??/??/92)   52.015  (m)          170.65   (f) ADJ UNCH    2 0
 AX1722
 AX1722.Superseded values are not recommended for survey control.
 AX1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1722.See file dsdata.txt to determine how the superseded data were derived.
 AX1722
 AX1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT758188(NAD 83)
 AX1722_MARKER: DB = BENCH MARK DISK
 AX1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1722_STAMPING: S 839 1943
 AX1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1722+STABILITY: SURFACE MOTION
 AX1722
 AX1722  HISTORY     - Date     Condition        Report By
 AX1722  HISTORY     - 1943     MONUMENTED       CGS
 AX1722  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1722
 AX1722                          STATION DESCRIPTION
 AX1722
 AX1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1722'7.15 MI E FROM CUERO.
 AX1722'TO REACH FROM THE COURTHOUSE AT CUERO-- PROCEED 4.6 MILES
 AX1722'SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO A SIDE ROAD INTERSECTION
 AX1722'LEADING EAST, THENCE 2.55 MILES EASTERLY TO SITE OF BENCH MARK. BENCH
 AX1722'MARK IS ABOUT 0.25 MILE WEST OF A LARGE CORRAL AND A PRIVATED ROAD
 AX1722'INTERSECTION LEADING NORTH TO A FRAME HOUSE, AND 27.5 FEET SOUTH OF
 AX1722'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD AND A CATTLE
 AX1722'GUARRD.  IT IS 4.0 FEET EAST OF A FENCE CORNER, 1.0 FOOT NORTH OF THE
 AX1722'RIGHT-OF-WAY FENCE, AND 3.6 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AX1722'POST.  MONUMENT PROJECTS 0.5 FOOT.
 AX1722
 AX1722                          STATION RECOVERY (2001)
 AX1722
 AX1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1722'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0161 ***********************************************************************
 CA0161  DESIGNATION -  S 84
 CA0161  PID         -  CA0161
 CA0161  STATE/COUNTY-  TX/MILLS
 CA0161  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0161
 CA0161                         *CURRENT SURVEY CONTROL
 CA0161  ___________________________________________________________________
 CA0161* NAD 83(1986)-  31 24 33.     (N)    098 33 37.     (W)     SCALED    
 CA0161* NAVD 88     -       470.884  (meters)    1544.89   (feet)  ADJUSTED  
 CA0161  ___________________________________________________________________
 CA0161  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CA0161  DYNAMIC HT  -         470.258 (meters)    1542.84  (feet)  COMP
 CA0161  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 CA0161
 CA0161  VERT ORDER  -  FIRST     CLASS II
 CA0161
 CA0161.The horizontal coordinates were scaled from a topographic map and have
 CA0161.an estimated accuracy of +/- 6 seconds.
 CA0161
 CA0161.The orthometric height was determined by differential leveling
 CA0161.and adjusted by the National Geodetic Survey in June 1991..
 CA0161.WARNING-Repeat measurements at this control monument indicate possible
 CA0161.vertical movement.
 CA0161
 CA0161.The geoid height was determined by GEOID03.
 CA0161
 CA0161.The dynamic height is computed by dividing the NAVD 88
 CA0161.geopotential number by the normal gravity value computed on the
 CA0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0161.degrees latitude (g = 980.6199 gals.).
 CA0161
 CA0161.The modeled gravity was interpolated from observed gravity values.
 CA0161
 CA0161;                    North         East    Units  Estimated Accuracy
 CA0161;SPC TX C     - 3,194,510.      868,580.      MT  (+/- 180 meters Scaled)
 CA0161
 CA0161                          SUPERSEDED SURVEY CONTROL
 CA0161
 CA0161  NGVD 29 (??/??/92)  470.752  (m)         1544.46   (f) ADJ UNCH    1 2
 CA0161
 CA0161.Superseded values are not recommended for survey control.
 CA0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0161.See file dsdata.txt to determine how the superseded data were derived.
 CA0161
 CA0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV417750(NAD 83)
 CA0161_MARKER: DB = BENCH MARK DISK
 CA0161_SETTING: 0 = UNSPECIFIED SETTING
 CA0161_MARK LOGO: CGS   
 CA0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0161
 CA0161  HISTORY     - Date     Condition        Report By
 CA0161  HISTORY     - UNK      MONUMENTED       CGS
 CA0161  HISTORY     - 1932     GOOD             NGS
 CA0161  HISTORY     - 1934     GOOD             NGS
 CA0161  HISTORY     - 1983     GOOD             NGS
 CA0161
 CA0161                          STATION DESCRIPTION
 CA0161
 CA0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0161'8.2 MI NW FROM SCALLORN.
 CA0161'ON THE G.C. AND SANTA FE R.R., MARK IS 50 FEET NORTH OF THE TRACK ON
 CA0161'THE FENCE LINE, 20 FEET SOUTH OF THE ROAD, 7 1/2 RAILS EAST CULVERT
 CA0161'NO. 310-A, 3 POLES EAST GRADE CROSSING SIGNAL ON THE BROWNWOOD ROAD,
 CA0161'17 RAILS EAST OF THE GRADE CROSSING OF STATE HIGHWAY NO. 74-A, ROAD
 CA0161'INTERSECTION 100 FEET NORTH OF THE GRADE CROSSING.
 CA0161
 CA0161                          STATION RECOVERY (1934)
 CA0161
 CA0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0161'RECOVERED IN GOOD CONDITION.
 CA0161
 CA0161                          STATION RECOVERY (1983)
 CA0161
 CA0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0161'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.2 KM
 CA0161'(0.1 MI) EAST ALONG FOURTH STREET FROM THE COURTHOUSE IN GOLDTHWAITE,
 CA0161'THENCE 4.8 KM (3.0 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD,
 CA0161'0.2 KM (0.1 MI) SOUTHEAST OF A GRAVELED ROAD CROSSING, 15.3 METERS
 CA0161'(50.2 FT) NORTHEAST OF THE NEAR RAIL AND 6.1 METERS (20.0 FT)
 CA0161'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD.
 CA0161'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CA0161'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0604 ***********************************************************************
 AY0604  DESIGNATION -  S 840
 AY0604  PID         -  AY0604
 AY0604  STATE/COUNTY-  TX/BEXAR
 AY0604  USGS QUAD   -  MARION (1992)
 AY0604
 AY0604                         *CURRENT SURVEY CONTROL
 AY0604  ___________________________________________________________________
 AY0604* NAD 83(1986)-  29 30 13.     (N)    098 12 05.     (W)     SCALED    
 AY0604* NAVD 88     -       199.00   (+/-2cm)     652.9    (feet)  VERTCON   
 AY0604  ___________________________________________________________________
 AY0604  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AY0604
 AY0604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0604
 AY0604.The horizontal coordinates were scaled from a topographic map and have
 AY0604.an estimated accuracy of +/- 6 seconds.
 AY0604
 AY0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0604.The vertical order pertains to the NGVD 29 superseded value.
 AY0604
 AY0604.The geoid height was determined by GEOID03.
 AY0604
 AY0604;                    North         East    Units  Estimated Accuracy
 AY0604;SPC TXSC     - 4,185,380.      677,430.      MT  (+/- 180 meters Scaled)
 AY0604
 AY0604                          SUPERSEDED SURVEY CONTROL
 AY0604
 AY0604  NGVD 29 (??/??/92)  198.901  (m)          652.56   (f) ADJ UNCH    2 0
 AY0604
 AY0604.Superseded values are not recommended for survey control.
 AY0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0604.See file dsdata.txt to determine how the superseded data were derived.
 AY0604
 AY0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT774640(NAD 83)
 AY0604_MARKER: DB = BENCH MARK DISK
 AY0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0604_STAMPING: S 840 1943
 AY0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0604+STABILITY: SURFACE MOTION
 AY0604
 AY0604  HISTORY     - Date     Condition        Report By
 AY0604  HISTORY     - 1943     MONUMENTED       CGS
 AY0604  HISTORY     - 1958     GOOD             NGS
 AY0604  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0604  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0604
 AY0604                          STATION DESCRIPTION
 AY0604
 AY0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AY0604'6.1 MI SE FROM RANDOLPH FIELD.
 AY0604'TO REACH FROM THE NORTHEAST CORNER OF RANDOLPH FIELD, GO SOUTH EAST ON
 AY0604'F.M. HIGHWAY NO. 1316, 04.3 MILES TO A CROSS ROADS.  THEN TURN LEFT
 AY0604'AND GO NORTHEAST ON A GRAVEL ROAD 1.5 MILES TO A T ROAD JUNCTION. TURN
 AY0604'RIGHT HERE AND GO SOUTH 0.7 MILE TO THE MARK ON THE RIGHT. THE MARK IS
 AY0604'19 FEET SOUTHWEST OF AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF THE
 AY0604'ROAD, 4 1/2 FEET SOUTH OF A CORNER POST AND 3 FEET NORTH OF A 4 X 4
 AY0604'POST.  A STANDARD DISK STAMPED S 840 1943 IN A CONCRETE POST
 AY0604'PROJECTING ABOUT 1 INCH.  THE MARK IS AT THE TOP OF A LOW CUT BANK AND
 AY0604'IS ABOUT 0.1 MILE SOUTH OF A BAR-PIT.
 AY0604
 AY0604                          STATION RECOVERY (1987)
 AY0604
 AY0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0604'MARK NOT FOUND.
 AY0604
 AY0604                          STATION RECOVERY (1988)
 AY0604
 AY0604'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1197 ***********************************************************************
 AX1197  DESIGNATION -  S 841 RESET 1963
 AX1197  PID         -  AX1197
 AX1197  STATE/COUNTY-  TX/FAYETTE
 AX1197  USGS QUAD   -  AMMANNSVILLE (1981)
 AX1197
 AX1197                         *CURRENT SURVEY CONTROL
 AX1197  ___________________________________________________________________
 AX1197* NAD 83(1986)-  29 47 22.     (N)    096 49 27.     (W)     SCALED    
 AX1197* NAVD 88     -       130.85   (+/-2cm)     429.3    (feet)  VERTCON   
 AX1197  ___________________________________________________________________
 AX1197  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1197
 AX1197  VERT ORDER  -  THIRD (See Below)
 AX1197
 AX1197.The horizontal coordinates were scaled from a topographic map and have
 AX1197.an estimated accuracy of +/- 6 seconds.
 AX1197
 AX1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1197.The vertical order pertains to the NGVD 29 superseded value.
 AX1197
 AX1197.The geoid height was determined by GEOID03.
 AX1197
 AX1197;                    North         East    Units  Estimated Accuracy
 AX1197;SPC TXSC     - 4,218,750.      810,350.      MT  (+/- 180 meters Scaled)
 AX1197
 AX1197                          SUPERSEDED SURVEY CONTROL
 AX1197
 AX1197  NGVD 29 (??/??/??)  130.81   (m)          429.2    (f) RESET       3  
 AX1197
 AX1197.Superseded values are not recommended for survey control.
 AX1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1197.See file dsdata.txt to determine how the superseded data were derived.
 AX1197
 AX1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT103974(NAD 83)
 AX1197_MARKER: DD = SURVEY DISK
 AX1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1197_STAMPING: S 841 RESET 1963
 AX1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1197+STABILITY: SURFACE MOTION
 AX1197
 AX1197  HISTORY     - Date     Condition        Report By
 AX1197  HISTORY     - 1963     MONUMENTED       CGS
 AX1197  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1197  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX1197
 AX1197                          STATION DESCRIPTION
 AX1197
 AX1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AX1197'2.2 MI E FROM AMMANNSVILLE.
 AX1197'TO REACH BENCH MARK FROM THE JUNCTION OF STATE HIGHWAYS 71 AND 159,
 AX1197'AND U.S. HIGHWAY 77 IN LA GRANGE, FAYETTE COUNTY, GO SOUTH ON U.S.
 AX1197'HIGHWAY 77 FOR 9.3 MILES TO FARM ROAD 1383.  TURN LEFT, GO EAST ON
 AX1197'FARM ROAD 1383 FOR 3.55 MILES TO THE VILLAGE OF AMMANNSVILLE. CONTINUE
 AX1197'EAST ON FARM ROAD 1383 FOR 1.1 MILES TO A ROAD FORK.  TAKE LEFT FORK,
 AX1197'EAST, GO 1.1 MILES TO BENCH MARK, 67 FEET NORTH OF THE CENTER OF ROAD,
 AX1197'375 FEET EAST OF A DRIVEWAY WHICH LEADS SOUTH, 17 FEET NORTH OF A
 AX1197'CORNER FENCE POST, AND 1 FOOT NORTH OF A METAL WITNESS POST, AND IN A
 AX1197'NORTH-SOUTH FENCE LINE.  A STANDARD DISK STAMPED S 841 RESET 1963, SET
 AX1197'IN A 10 IN. X 10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS AT
 AX1197'TEXAS HIGHWAY DEPARTMENT STATION 55 + 15.
 AX1197
 AX1197                          STATION RECOVERY (1997)
 AX1197
 AX1197'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1197'MARK NOT FOUND.
 AX1197
 AX1197                          STATION RECOVERY (2004)
 AX1197
 AX1197'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1122 ***********************************************************************
 AX1122  DESIGNATION -  S 843
 AX1122  PID         -  AX1122
 AX1122  STATE/COUNTY-  TX/COLORADO
 AX1122  USGS QUAD   -  ROCK ISLAND (1981)
 AX1122
 AX1122                         *CURRENT SURVEY CONTROL
 AX1122  ___________________________________________________________________
 AX1122* NAD 83(1986)-  29 34 42.     (N)    096 37 01.     (W)     SCALED    
 AX1122* NAVD 88     -        93.08   (+/-2cm)     305.4    (feet)  VERTCON   
 AX1122  ___________________________________________________________________
 AX1122  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX1122
 AX1122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1122
 AX1122.The horizontal coordinates were scaled from a topographic map and have
 AX1122.an estimated accuracy of +/- 6 seconds.
 AX1122
 AX1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1122.The vertical order pertains to the NGVD 29 superseded value.
 AX1122
 AX1122.The geoid height was determined by GEOID03.
 AX1122
 AX1122;                    North         East    Units  Estimated Accuracy
 AX1122;SPC TXSC     - 4,195,750.      830,850.      MT  (+/- 180 meters Scaled)
 AX1122
 AX1122                          SUPERSEDED SURVEY CONTROL
 AX1122
 AX1122  NGVD 29 (??/??/92)   93.067  (m)          305.34   (f) ADJ UNCH    2 0
 AX1122
 AX1122.Superseded values are not recommended for survey control.
 AX1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1122.See file dsdata.txt to determine how the superseded data were derived.
 AX1122
 AX1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT308744(NAD 83)
 AX1122_MARKER: DB = BENCH MARK DISK
 AX1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1122_STAMPING: S 843 1943
 AX1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1122+STABILITY: SURFACE MOTION
 AX1122
 AX1122  HISTORY     - Date     Condition        Report By
 AX1122  HISTORY     - 1943     MONUMENTED       CGS
 AX1122  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1122
 AX1122                          STATION DESCRIPTION
 AX1122
 AX1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1122'10.35 MI S FROM GLIDDEN.
 AX1122'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1122'STATION AT GLIDDEN, PROCEED 0.4 MILE EASTERLY ALONG U.S. HIGHWAY NO.
 AX1122'90 TO THE INTERSECTION OF A GRAVEL ROAD LEADING SOUTH, THENCE 9.95
 AX1122'MILES SOUTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX1122'IS 0.2 MILE SOUTH OF A DOUBLE TURN IN THE ROAD.  IT IS 26.8 FEET WEST
 AX1122'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.2
 AX1122'FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND IN LINE WITH THE
 AX1122'WEST RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.1 FOOT. NOTE-- THIS
 AX1122'BENCH MARK IS ALSO 5.5 MILES NORTHWEST OF THE TEXAS AND NEW ORLEANS
 AX1122'(OLD SAN ANTONIO AND ARANSAS PASS) RAILROAD STATION AT ROCK ISLAND.
 AX1122
 AX1122                          STATION RECOVERY (2004)
 AX1122
 AX1122'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0681 ***********************************************************************
 AX0681  DESIGNATION -  S 844
 AX0681  PID         -  AX0681
 AX0681  STATE/COUNTY-  TX/LAVACA
 AX0681  USGS QUAD   -  SUBLIME (1981)
 AX0681
 AX0681                         *CURRENT SURVEY CONTROL
 AX0681  ___________________________________________________________________
 AX0681* NAD 83(1986)-  29 28 03.     (N)    096 49 46.     (W)     SCALED    
 AX0681* NAVD 88     -        69.92   (+/-2cm)     229.4    (feet)  VERTCON   
 AX0681  ___________________________________________________________________
 AX0681  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0681
 AX0681  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0681
 AX0681.The horizontal coordinates were scaled from a topographic map and have
 AX0681.an estimated accuracy of +/- 6 seconds.
 AX0681
 AX0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0681.The vertical order pertains to the NGVD 29 superseded value.
 AX0681
 AX0681.The geoid height was determined by GEOID03.
 AX0681
 AX0681;                    North         East    Units  Estimated Accuracy
 AX0681;SPC TXSC     - 4,183,060.      810,500.      MT  (+/- 180 meters Scaled)
 AX0681
 AX0681                          SUPERSEDED SURVEY CONTROL
 AX0681
 AX0681  NGVD 29 (??/??/92)   69.911  (m)          229.37   (f) ADJ UNCH    2 0
 AX0681
 AX0681.Superseded values are not recommended for survey control.
 AX0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0681.See file dsdata.txt to determine how the superseded data were derived.
 AX0681
 AX0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT104617(NAD 83)
 AX0681_MARKER: DB = BENCH MARK DISK
 AX0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0681_STAMPING: S 844 1943
 AX0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0681+STABILITY: SURFACE MOTION
 AX0681
 AX0681  HISTORY     - Date     Condition        Report By
 AX0681  HISTORY     - 1943     MONUMENTED       CGS
 AX0681  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0681
 AX0681                          STATION DESCRIPTION
 AX0681
 AX0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0681'4.85 MI SSW FROM SUBLIME.
 AX0681'SUBLIME, LAVACA COUNTY, 2.1 MI. SW OF ALONG ABANDONED RAILROAD,.  GO
 AX0681'0.5 MI. S FROM POST OFFICE AT SUBLIME TO JCT. WITH U.S. HWY. 90A,
 AX0681'THENCE 2.25 MI. SW ALONG U.S. HWY. 90A TO A DRIVE LEADING NW, TAKE
 AX0681'DRIVE TO ABANDONED RAILROAD.  ABOUT 1100 FT. NE OF RR GRADE AND DRIVE,
 AX0681'135 FT. NE OF POLE H52, 44.7 FT. NW OF CENTERLINE OF RR GRADE, 9.3 FT.
 AX0681'SW OF A BRACED POLE, 3.8 FT. SE OF THE N R.O.W. FENCE.  A STANDARD
 AX0681'DISK, SET IN A CONCRETE POST, AND STAMPED S 844 1943.
 AX0681
 AX0681                          STATION RECOVERY (1997)
 AX0681
 AX0681'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1238 ***********************************************************************
 AX1238  DESIGNATION -  S 845
 AX1238  PID         -  AX1238
 AX1238  STATE/COUNTY-  TX/COLORADO
 AX1238  USGS QUAD   -  OAKLAND (1981)
 AX1238
 AX1238                         *CURRENT SURVEY CONTROL
 AX1238  ___________________________________________________________________
 AX1238* NAD 83(1986)-  29 35 38.     (N)    096 46 44.     (W)     SCALED    
 AX1238* NAVD 88     -       105.85   (+/-2cm)     347.3    (feet)  VERTCON   
 AX1238  ___________________________________________________________________
 AX1238  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1238
 AX1238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1238
 AX1238.The horizontal coordinates were scaled from a topographic map and have
 AX1238.an estimated accuracy of +/- 6 seconds.
 AX1238
 AX1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1238.The vertical order pertains to the NGVD 29 superseded value.
 AX1238
 AX1238.The geoid height was determined by GEOID03.
 AX1238
 AX1238;                    North         East    Units  Estimated Accuracy
 AX1238;SPC TXSC     - 4,197,160.      815,130.      MT  (+/- 180 meters Scaled)
 AX1238
 AX1238                          SUPERSEDED SURVEY CONTROL
 AX1238
 AX1238  NGVD 29 (??/??/92)  105.826  (m)          347.20   (f) ADJ UNCH    2 0
 AX1238
 AX1238.Superseded values are not recommended for survey control.
 AX1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1238.See file dsdata.txt to determine how the superseded data were derived.
 AX1238
 AX1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT151758(NAD 83)
 AX1238_MARKER: DB = BENCH MARK DISK
 AX1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1238_STAMPING: S 845 1943
 AX1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1238+STABILITY: SURFACE MOTION
 AX1238
 AX1238  HISTORY     - Date     Condition        Report By
 AX1238  HISTORY     - 1943     MONUMENTED       CGS
 AX1238  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1238  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX1238
 AX1238                          STATION DESCRIPTION
 AX1238
 AX1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1238'3.75 MI E FROM OAKLAND.
 AX1238'TO REACH FROM THE SCHOOL BUILDING AT OAKLAND, PROCEED 3.75 MILES
 AX1238'EASTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 17.9
 AX1238'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX1238'ROAD AND IN LINE WITH THE CENTERLINE OF A PRIVATE TRACK ROAD LEADING
 AX1238'NORTH TO A FARM HOUSE, 3.5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 AX1238'AND 2.7 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT
 AX1238'PROJECTS 0.1 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 0.8 MILE WEST OF
 AX1238'THE JUNCTION OF THE WEIMAR-SUBLIME ROAD AND A DIRT ROAD LEADING WEST
 AX1238'TO OAKLAND, (8.75 MILES SOUTH OF THE CITY HALL AT WEIMAR).
 AX1238
 AX1238                          STATION RECOVERY (1965)
 AX1238
 AX1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1238'MARK NOT FOUND.
 AX1238
 AX1238                          STATION RECOVERY (2002)
 AX1238
 AX1238'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1509 ***********************************************************************
 AX1509  DESIGNATION -  S 846
 AX1509  PID         -  AX1509
 AX1509  STATE/COUNTY-  TX/LAVACA
 AX1509  USGS QUAD   -  KOMENSKY (1981)
 AX1509
 AX1509                         *CURRENT SURVEY CONTROL
 AX1509  ___________________________________________________________________
 AX1509* NAD 83(1986)-  29 34 14.     (N)    097 00 50.     (W)     SCALED    
 AX1509* NAVD 88     -       100.14   (+/-2cm)     328.5    (feet)  VERTCON   
 AX1509  ___________________________________________________________________
 AX1509  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1509
 AX1509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1509
 AX1509.The horizontal coordinates were scaled from a topographic map and have
 AX1509.an estimated accuracy of +/- 6 seconds.
 AX1509
 AX1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1509.The vertical order pertains to the NGVD 29 superseded value.
 AX1509
 AX1509.The geoid height was determined by GEOID03.
 AX1509
 AX1509;                    North         East    Units  Estimated Accuracy
 AX1509;SPC TXSC     - 4,194,160.      792,420.      MT  (+/- 180 meters Scaled)
 AX1509
 AX1509                          SUPERSEDED SURVEY CONTROL
 AX1509
 AX1509  NGVD 29 (??/??/92)  100.110  (m)          328.44   (f) ADJ UNCH    2 0
 AX1509
 AX1509.Superseded values are not recommended for survey control.
 AX1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1509.See file dsdata.txt to determine how the superseded data were derived.
 AX1509
 AX1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT923728(NAD 83)
 AX1509_MARKER: DB = BENCH MARK DISK
 AX1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1509_STAMPING: S 846 1943
 AX1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1509+STABILITY: SURFACE MOTION
 AX1509
 AX1509  HISTORY     - Date     Condition        Report By
 AX1509  HISTORY     - 1943     MONUMENTED       CGS
 AX1509
 AX1509                          STATION DESCRIPTION
 AX1509
 AX1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1509'8.95 MI E FROM MOULTON.
 AX1509'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1509'STATION AT MOULTON, PROCEED 0.45 MILE EASTERLY ALONG THE TRACK TO A
 AX1509'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 8.5 MILES EASTERLY ALONG
 AX1509'A DIRT ROAD TO A DOUBLE TURN IN THE ROAD AND SITE OF BENCH MARK. BENCH
 AX1509'MARK IS 113.0 YARDS NORTH OF THE SOUTH END OF A DOUBLE TURN IN THE
 AX1509'ROAD.  IT IS 56.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1509'CENTERLINE OF THE ROAD AND 2.6 FEET SOUTH OF A 4X4 INCH WHITE WOODEN
 AX1509'MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1743 ***********************************************************************
 AX1743  DESIGNATION -  S 847
 AX1743  PID         -  AX1743
 AX1743  STATE/COUNTY-  TX/LAVACA
 AX1743  USGS QUAD   -  SWEET HOME (1987)
 AX1743
 AX1743                         *CURRENT SURVEY CONTROL
 AX1743  ___________________________________________________________________
 AX1743* NAD 83(1986)-  29 22 15.     (N)    097 03 56.     (W)     SCALED    
 AX1743* NAVD 88     -        84.32   (+/-2cm)     276.6    (feet)  VERTCON   
 AX1743  ___________________________________________________________________
 AX1743  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1743
 AX1743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1743
 AX1743.The horizontal coordinates were scaled from a topographic map and have
 AX1743.an estimated accuracy of +/- 6 seconds.
 AX1743
 AX1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1743.The vertical order pertains to the NGVD 29 superseded value.
 AX1743
 AX1743.The geoid height was determined by GEOID03.
 AX1743
 AX1743;                    North         East    Units  Estimated Accuracy
 AX1743;SPC TXSC     - 4,171,950.      787,780.      MT  (+/- 180 meters Scaled)
 AX1743
 AX1743                          SUPERSEDED SURVEY CONTROL
 AX1743
 AX1743  NGVD 29 (??/??/92)   84.310  (m)          276.61   (f) ADJ UNCH    2 0
 AX1743
 AX1743.Superseded values are not recommended for survey control.
 AX1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1743.See file dsdata.txt to determine how the superseded data were derived.
 AX1743
 AX1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT877506(NAD 83)
 AX1743_MARKER: DB = BENCH MARK DISK
 AX1743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1743_SP_SET: CULVERT
 AX1743_STAMPING: S 847 1943
 AX1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1743
 AX1743  HISTORY     - Date     Condition        Report By
 AX1743  HISTORY     - 1943     MONUMENTED       CGS
 AX1743  HISTORY     - 1961     GOOD             NGS
 AX1743
 AX1743                          STATION DESCRIPTION
 AX1743
 AX1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1743'2.0 MI N FROM SWEET HOME.
 AX1743'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1743'PASS) RAILROAD STATION AT SWEET HOME, PROCEED 2.0 MILES NORTHERLY
 AX1743'ALONG A DIRT ROAD TO A CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH
 AX1743'MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST
 AX1743'HEADWALL OF A 4X6 FOOT CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS 0.5
 AX1743'MILE SOUTH OF A LARGE STEEL BRIDGE OVER A CREEK AT U.S. HIGHWAY NO.
 AX1743'77, 12.4 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AX1743'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1641 ***********************************************************************
 AX1641  DESIGNATION -  S 848
 AX1641  PID         -  AX1641
 AX1641  STATE/COUNTY-  TX/DE WITT
 AX1641  USGS QUAD   -  WESTHOFF (1987)
 AX1641
 AX1641                         *CURRENT SURVEY CONTROL
 AX1641  ___________________________________________________________________
 AX1641* NAD 83(1986)-  29 11 46.     (N)    097 28 16.     (W)     SCALED    
 AX1641* NAVD 88     -        71.63   (+/-2cm)     235.0    (feet)  VERTCON   
 AX1641  ___________________________________________________________________
 AX1641  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AX1641
 AX1641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1641
 AX1641.The horizontal coordinates were scaled from a topographic map and have
 AX1641.an estimated accuracy of +/- 6 seconds.
 AX1641
 AX1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1641.The vertical order pertains to the NGVD 29 superseded value.
 AX1641
 AX1641.The geoid height was determined by GEOID03.
 AX1641
 AX1641;                    North         East    Units  Estimated Accuracy
 AX1641;SPC TXSC     - 4,152,000.      748,670.      MT  (+/- 180 meters Scaled)
 AX1641
 AX1641                          SUPERSEDED SURVEY CONTROL
 AX1641
 AX1641  NGVD 29 (??/??/92)   71.621  (m)          234.98   (f) ADJ UNCH    2 0
 AX1641
 AX1641.Superseded values are not recommended for survey control.
 AX1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1641.See file dsdata.txt to determine how the superseded data were derived.
 AX1641
 AX1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT486306(NAD 83)
 AX1641_MARKER: DB = BENCH MARK DISK
 AX1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1641_STAMPING: S 848 1943
 AX1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1641+STABILITY: SURFACE MOTION
 AX1641
 AX1641  HISTORY     - Date     Condition        Report By
 AX1641  HISTORY     - 1943     MONUMENTED       CGS
 AX1641
 AX1641                          STATION DESCRIPTION
 AX1641
 AX1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1641'IN WESTHOFF.
 AX1641'BENCH MARK IS 75.0 YARDS EAST OF THE SOUTHEAST CORNER OF THE TEXAS AND
 AX1641'NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION AT WESTHOFF.  IT IS
 AX1641'158.0 FEET WEST OF MILE POST NO. 69, 92.5 FEET SOUTH OF AND ABOUT 3.0
 AX1641'FEET ABOVE THE CENTERLINE OF THE MAIN TRACK, 33.0 FEET EAST OF THE
 AX1641'CENTERLINE OF A GRAVEL ROAD LEADING NORTH, 2.8 FEET EAST OF A POWER
 AX1641'TRANSMISSION POLE AND 3.1 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1641'POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2027 ***********************************************************************
 AX2027  DESIGNATION -  S 849
 AX2027  PID         -  AX2027
 AX2027  STATE/COUNTY-  TX/GONZALES
 AX2027  USGS QUAD   -  PILGRIM (1987)
 AX2027
 AX2027                         *CURRENT SURVEY CONTROL
 AX2027  ___________________________________________________________________
 AX2027* NAD 83(1986)-  29 21 49.     (N)    097 33 39.     (W)     SCALED    
 AX2027* NAVD 88     -        87.93   (+/-2cm)     288.5    (feet)  VERTCON   
 AX2027  ___________________________________________________________________
 AX2027  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AX2027
 AX2027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2027
 AX2027.The horizontal coordinates were scaled from a topographic map and have
 AX2027.an estimated accuracy of +/- 6 seconds.
 AX2027
 AX2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2027.The vertical order pertains to the NGVD 29 superseded value.
 AX2027
 AX2027.The geoid height was determined by GEOID03.
 AX2027
 AX2027;                    North         East    Units  Estimated Accuracy
 AX2027;SPC TXSC     - 4,170,460.      739,720.      MT  (+/- 180 meters Scaled)
 AX2027
 AX2027                          SUPERSEDED SURVEY CONTROL
 AX2027
 AX2027  NGVD 29 (??/??/92)   87.904  (m)          288.40   (f) ADJ UNCH    2 0
 AX2027
 AX2027.Superseded values are not recommended for survey control.
 AX2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2027.See file dsdata.txt to determine how the superseded data were derived.
 AX2027
 AX2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT396491(NAD 83)
 AX2027_MARKER: DB = BENCH MARK DISK
 AX2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2027_STAMPING: S 849 1943
 AX2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2027+STABILITY: SURFACE MOTION
 AX2027
 AX2027  HISTORY     - Date     Condition        Report By
 AX2027  HISTORY     - 1943     MONUMENTED       CGS
 AX2027
 AX2027                          STATION DESCRIPTION
 AX2027
 AX2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2027'0.65 MI SE FROM WRIGHTSBORO.
 AX2027'TO REACH FROM THE SCHOOL BUILDING AT WRIGHTSBORO, PROCEED 0.65 MI.
 AX2027'S.E. ALONG A DIRT ROAD TO THE S. END OF A DOUBLE TURN IN THE ROAD AND
 AX2027'SITE OF BENCH MARK.  BENCH MARK IS 54.5 FEET N. OF THE CENTERLINE OF
 AX2027'THE S. END OF A DOUBLE TURN IN THE ROAD.  IT IS 31.3 FEET E. OF AND
 AX2027'ABOUT 2 FEET ABOVE THE CENTERLINE OF THE ROAD, 13.2 FEET E. OF A
 AX2027'TELEPHONE POLE AND 3.8 FEET S. OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX2027'MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2099 ***********************************************************************
 BY2099  DESIGNATION -  S 85
 BY2099  PID         -  BY2099
 BY2099  STATE/COUNTY-  TX/ANDERSON
 BY2099  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2099
 BY2099                         *CURRENT SURVEY CONTROL
 BY2099  ___________________________________________________________________
 BY2099* NAD 83(1986)-  31 42 47.     (N)    095 36 39.     (W)     SCALED    
 BY2099* NAVD 88     -       118.351  (meters)     388.29   (feet)  ADJUSTED  
 BY2099  ___________________________________________________________________
 BY2099  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BY2099  DYNAMIC HT  -         118.206 (meters)     387.81  (feet)  COMP
 BY2099  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 BY2099
 BY2099  VERT ORDER  -  FIRST     CLASS II
 BY2099
 BY2099.The horizontal coordinates were scaled from a topographic map and have
 BY2099.an estimated accuracy of +/- 6 seconds.
 BY2099
 BY2099.The orthometric height was determined by differential leveling
 BY2099.and adjusted by the National Geodetic Survey in June 1991..
 BY2099
 BY2099.The geoid height was determined by GEOID03.
 BY2099
 BY2099.The dynamic height is computed by dividing the NAVD 88
 BY2099.geopotential number by the normal gravity value computed on the
 BY2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2099.degrees latitude (g = 980.6199 gals.).
 BY2099
 BY2099.The modeled gravity was interpolated from observed gravity values.
 BY2099
 BY2099;                    North         East    Units  Estimated Accuracy
 BY2099;SPC TX C     - 3,236,360.    1,147,480.      MT  (+/- 180 meters Scaled)
 BY2099
 BY2099                          SUPERSEDED SURVEY CONTROL
 BY2099
 BY2099  NGVD 29 (??/??/92)  118.322  (m)          388.19   (f) ADJ UNCH    1 2
 BY2099
 BY2099.Superseded values are not recommended for survey control.
 BY2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2099.See file dsdata.txt to determine how the superseded data were derived.
 BY2099
 BY2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR525115(NAD 83)
 BY2099_MARKER: DB = BENCH MARK DISK
 BY2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2099_STAMPING: S 85 1932 388.205
 BY2099_PROJECTION: RECESSED 15 CENTIMETERS
 BY2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2099+STABILITY: SURFACE MOTION
 BY2099
 BY2099  HISTORY     - Date     Condition        Report By
 BY2099  HISTORY     - 1932     MONUMENTED       CGS
 BY2099  HISTORY     - 1960     GOOD             NGS
 BY2099  HISTORY     - 1980     GOOD             NGS
 BY2099
 BY2099                          STATION DESCRIPTION
 BY2099
 BY2099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2099'5.2 MI S FROM PALESTINE.
 BY2099'ABOUT 5.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2099'STATION AT PALESTINE, 58 FEET WEST OF THE WEST RAIL, 18 FEET SOUTH OF
 BY2099'THE CENTER LINE OF A GRADED DIRT ROAD, 1 1/2 FEET SOUTH OF A FENCE, 10
 BY2099'FEET WEST OF A FENCE CORNER, 28 FEET EAST OF A 9-INCH HACKBERRY TREE
 BY2099'THAT IS IN A FENCE LINE, 27.3 FEET NORTHWEST OF BENCH MARK K 1164, AND
 BY2099'IN THE TOP OF A CONCRETE POST ABOUT 5 INCHES BELOW THE LEVEL OF THE
 BY2099'GROUND.
 BY2099
 BY2099                          STATION RECOVERY (1980)
 BY2099
 BY2099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2099'2.0 KM. (1.25 MI.) SOUTH ALONG FARM ROAD 322 FROM THE JUNCTION OF
 BY2099'SOUTH LOOP 256 IN PALESTINE, THENCE 1.1 KM. (0.7 MI.) SOUTHEAST ALONG
 BY2099'SOUTH HILL ROAD, THENCE 0.4 KM. (0.25 MI.) EAST ALONG BUCKHORN DRIVE,
 BY2099'THENCE 0.15 KM. (0.1 MI.) SOUTH ALONG RANGE ROAD, THENCE 0.3 KM.
 BY2099'(0.2 MI.) EAST ALONG LAZY DAY ROAD, AT THE CROSSING OF THE MISSOURI
 BY2099'PACIFIC RAILROAD, 17.7 M. (58.0 FT.) WEST OF THE WEST RAIL, 5.5 M.
 BY2099'(18.0 FT.) SOUTH OF THE CENTERLINE OF THE ROAD, 18.9 M. (62.0 FT.)
 BY2099'SOUTHWEST OF THE CENTER OF THE CROSSING, 1.5 M. (5.0 FT.) NORTHWEST OF
 BY2099'A FENCE, 3.0 M. (10.0 FT.) WEST OF A CORNER FENCE POST, 8.3 M.
 BY2099'(27.3 FT.) NORTHWEST OF BENCH MARK K 1164.
 BY2099'THE MARK IS 1.5 METERS  N FROM A WITNESS POST.
 BY2099'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0462 ***********************************************************************
 AX0462  DESIGNATION -  S 850
 AX0462  PID         -  AX0462
 AX0462  STATE/COUNTY-  TX/COLORADO
 AX0462  USGS QUAD   -  GARWOOD (1981)
 AX0462
 AX0462                         *CURRENT SURVEY CONTROL
 AX0462  ___________________________________________________________________
 AX0462* NAD 83(1986)-  29 27 04.     (N)    096 23 21.     (W)     SCALED    
 AX0462* NAVD 88     -        45.06   (+/-2cm)     147.8    (feet)  VERTCON   
 AX0462  ___________________________________________________________________
 AX0462  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0462
 AX0462  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0462
 AX0462.The horizontal coordinates were scaled from a topographic map and have
 AX0462.an estimated accuracy of +/- 6 seconds.
 AX0462
 AX0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0462.The vertical order pertains to the NGVD 29 superseded value.
 AX0462
 AX0462.The geoid height was determined by GEOID03.
 AX0462
 AX0462;                    North         East    Units  Estimated Accuracy
 AX0462;SPC TXSC     - 4,182,120.      853,230.      MT  (+/- 180 meters Scaled)
 AX0462
 AX0462                          SUPERSEDED SURVEY CONTROL
 AX0462
 AX0462  NGVD 29 (??/??/92)   45.050  (m)          147.80   (f) ADJ UNCH    2 0
 AX0462
 AX0462.Superseded values are not recommended for survey control.
 AX0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0462.See file dsdata.txt to determine how the superseded data were derived.
 AX0462
 AX0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT532608(NAD 83)
 AX0462_MARKER: DB = BENCH MARK DISK
 AX0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0462_SP_SET: ABUTMENT
 AX0462_STAMPING: S-850 1943
 AX0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0462
 AX0462  HISTORY     - Date     Condition        Report By
 AX0462  HISTORY     - 1943     MONUMENTED       CGS
 AX0462
 AX0462                          STATION DESCRIPTION
 AX0462
 AX0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0462'1.1 MI NE FROM GARWOOD.
 AX0462'1.1 MILES NORTHEAST ALONG THE COUNTY ROAD FROM THE SCHOOL AT GARWOOD,
 AX0462'ABOUT 250 FEET SOUTHEAST OF THE SANTA FE RAILROAD STATION, ABOUT 110
 AX0462'FEET SOUTH OF THE ROAD, ON THE NORTH BANK OF THE COLORADO RIVER, SET
 AX0462'AT THE NORTHWEST CORNER OF THE OLD CONCRETE BRIDGE ABUTMENT, 18.3 FEET
 AX0462'SOUTHWEST OF THE NORTHWEST CIRCULAR CONCRETE PILLAR, 15.4 FEET SOUTH
 AX0462'OF THE NORTH END OF THE NORTHWEST WINGWALL, 1.6 FEET NORTHEAST OF THE
 AX0462'SOUTHWEST EDGE OF THE ABUTMENT.  BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0438 ***********************************************************************
 AX0438  DESIGNATION -  S 851
 AX0438  PID         -  AX0438
 AX0438  STATE/COUNTY-  TX/WHARTON
 AX0438  USGS QUAD   -  EL CAMPO (1981)
 AX0438
 AX0438                         *CURRENT SURVEY CONTROL
 AX0438  ___________________________________________________________________
 AX0438* NAD 83(1986)-  29 14 36.     (N)    096 18 20.     (W)     SCALED    
 AX0438* NAVD 88     -        36.02   (+/-2cm)     118.2    (feet)  VERTCON   
 AX0438  ___________________________________________________________________
 AX0438  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0438
 AX0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0438
 AX0438.The horizontal coordinates were scaled from a topographic map and have
 AX0438.an estimated accuracy of +/- 6 seconds.
 AX0438
 AX0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0438.The vertical order pertains to the NGVD 29 superseded value.
 AX0438
 AX0438.The geoid height was determined by GEOID03.
 AX0438
 AX0438;                    North         East    Units  Estimated Accuracy
 AX0438;SPC TXSC     - 4,159,280.      861,870.      MT  (+/- 180 meters Scaled)
 AX0438
 AX0438                          SUPERSEDED SURVEY CONTROL
 AX0438
 AX0438  NGVD 29 (??/??/92)   36.021  (m)          118.18   (f) ADJ UNCH    2 0
 AX0438
 AX0438.Superseded values are not recommended for survey control.
 AX0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0438.See file dsdata.txt to determine how the superseded data were derived.
 AX0438
 AX0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT618379(NAD 83)
 AX0438_MARKER: DB = BENCH MARK DISK
 AX0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0438_SP_SET: BRIDGE
 AX0438_STAMPING: S-851 1943
 AX0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0438
 AX0438  HISTORY     - Date     Condition        Report By
 AX0438  HISTORY     - 1943     MONUMENTED       CGS
 AX0438  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0438
 AX0438                          STATION DESCRIPTION
 AX0438
 AX0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0438'3.9 MI NW FROM EL CAMPO.
 AX0438'3.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE POST OFFICE AT
 AX0438'EL CAMPO, ABOUT 0.15 MILE SOUTHWEST OF A FARM HOUSE FACING THE
 AX0438'SOUTHEAST, SET IN THE SOUTHEAST CORNER OF THE SOUTHWEST WALL OF THE
 AX0438'CONCRETE BRIDGE, 15.6 FEET SOUTHWEST OF THE CENTER-LINE OF THE
 AX0438'HIGHWAY, 2 FEET NORTHWEST OF THE SOUTHEAST END OF THE WALL, 0.8 FOOT
 AX0438'ABOVE THE ROAD.  BENCH MARK DISK.
 AX0438
 AX0438                          STATION RECOVERY (1990)
 AX0438
 AX0438'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0722 ***********************************************************************
 AX0722  DESIGNATION -  S 852
 AX0722  PID         -  AX0722
 AX0722  STATE/COUNTY-  TX/WHARTON
 AX0722  USGS QUAD   -  GANADO NE (1981)
 AX0722
 AX0722                         *CURRENT SURVEY CONTROL
 AX0722  ___________________________________________________________________
 AX0722* NAD 83(1986)-  29 12 44.     (N)    096 32 55.     (W)     SCALED    
 AX0722* NAVD 88     -        33.81   (+/-2cm)     110.9    (feet)  VERTCON   
 AX0722  ___________________________________________________________________
 AX0722  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0722
 AX0722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0722
 AX0722.The horizontal coordinates were scaled from a topographic map and have
 AX0722.an estimated accuracy of +/- 6 seconds.
 AX0722
 AX0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0722.The vertical order pertains to the NGVD 29 superseded value.
 AX0722
 AX0722.The geoid height was determined by GEOID03.
 AX0722
 AX0722;                    North         East    Units  Estimated Accuracy
 AX0722;SPC TXSC     - 4,155,320.      838,320.      MT  (+/- 180 meters Scaled)
 AX0722
 AX0722                          SUPERSEDED SURVEY CONTROL
 AX0722
 AX0722  NGVD 29 (??/??/92)   33.811  (m)          110.93   (f) ADJ UNCH    2 0
 AX0722
 AX0722.Superseded values are not recommended for survey control.
 AX0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0722.See file dsdata.txt to determine how the superseded data were derived.
 AX0722
 AX0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT383339(NAD 83)
 AX0722_MARKER: DB = BENCH MARK DISK
 AX0722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0722_SP_SET: BUILDING
 AX0722_STAMPING: S 852 1943
 AX0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0722
 AX0722  HISTORY     - Date     Condition        Report By
 AX0722  HISTORY     - 1943     MONUMENTED       CGS
 AX0722
 AX0722                          STATION DESCRIPTION
 AX0722
 AX0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0722'13.4 MI N FROM GANADO.
 AX0722'0.3 MI. S.W. ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE STATION
 AX0722'AT GANADO, 13.1 MI. N. ALONG THE COUNTY ROAD, SET AT A FARM HOUSE,
 AX0722'52.5 FEET W. OF THE S.W. CORNER OF THE HOUSE, 27 FEET E. OF THE
 AX0722'CENTERLINE OF THE ROAD, 5 FEET N. OF THE N. GATE POST, 1.5 FEET S. OF
 AX0722'REFERENCE POST.  PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0622 ***********************************************************************
 AX0622  DESIGNATION -  S 853
 AX0622  PID         -  AX0622
 AX0622  STATE/COUNTY-  TX/LAVACA
 AX0622  USGS QUAD   -  SPEAKS (1981)
 AX0622
 AX0622                         *CURRENT SURVEY CONTROL
 AX0622  ___________________________________________________________________
 AX0622* NAD 83(1986)-  29 16 19.     (N)    096 41 59.     (W)     SCALED    
 AX0622* NAVD 88     -        44.12   (+/-2cm)     144.8    (feet)  VERTCON   
 AX0622  ___________________________________________________________________
 AX0622  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0622
 AX0622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0622
 AX0622.The horizontal coordinates were scaled from a topographic map and have
 AX0622.an estimated accuracy of +/- 6 seconds.
 AX0622
 AX0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0622.The vertical order pertains to the NGVD 29 superseded value.
 AX0622
 AX0622.The geoid height was determined by GEOID03.
 AX0622
 AX0622;                    North         East    Units  Estimated Accuracy
 AX0622;SPC TXSC     - 4,161,630.      823,500.      MT  (+/- 180 meters Scaled)
 AX0622
 AX0622                          SUPERSEDED SURVEY CONTROL
 AX0622
 AX0622  NGVD 29 (??/??/92)   44.12   (m)          144.8    (f) COMPUTED    2 0
 AX0622
 AX0622.Superseded values are not recommended for survey control.
 AX0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0622.See file dsdata.txt to determine how the superseded data were derived.
 AX0622
 AX0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT234403(NAD 83)
 AX0622_MARKER: DB = BENCH MARK DISK
 AX0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0622_STAMPING: S-853 1943
 AX0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0622+STABILITY: SURFACE MOTION
 AX0622
 AX0622  HISTORY     - Date     Condition        Report By
 AX0622  HISTORY     - 1943     MONUMENTED       CGS
 AX0622  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0622
 AX0622                          STATION DESCRIPTION
 AX0622
 AX0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0622'1.1 MI N FROM SPEAKS.
 AX0622'1.1 MILES NORTH ALONG THE SPEAKS-HALLETTSVILLE ROAD FROM THE POST
 AX0622'OFFICE AT SPEAKS, SET A AT A T ROAD, 29 FEET EAST OF THE CENTER-LINE
 AX0622'OF THE MAIN ROAD, 23 FEET SOUTH OF THE CENTER-LINE OF THE ROAD LEADING
 AX0622'EAST, 2.5 FEET SOUTHEAST OF THE CORNER FENCE POST, 1.6 FEET NORTH OF
 AX0622'THE REFERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE POST
 AX0622'PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 AX0622
 AX0622                          STATION RECOVERY (1997)
 AX0622
 AX0622'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2719 ***********************************************************************
 AX2719  DESIGNATION -  S 853 RESET
 AX2719  PID         -  AX2719
 AX2719  STATE/COUNTY-  TX/LAVACA
 AX2719  USGS QUAD   -  SPEAKS (1981)
 AX2719
 AX2719                         *CURRENT SURVEY CONTROL
 AX2719  ___________________________________________________________________
 AX2719* NAD 83(1993)-  29 16 19.23690(N)    096 41 59.14602(W)     ADJUSTED  
 AX2719* NAVD 88     -        44.1    (meters)     145.     (feet)  VERTCON   
 AX2719  ___________________________________________________________________
 AX2719  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AX2719  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX2719  OBS GRAVITY -     979,236.3   (mgal)                       GRAV_OBS
 AX2719
 AX2719  HORZ ORDER  -  THIRD
 AX2719  VERT ORDER  -  THIRD ? (See Below)
 AX2719
 AX2719.The horizontal coordinates were established by classical geodetic methods
 AX2719.and adjusted by the National Geodetic Survey in February 1996..
 AX2719
 AX2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2719.The vertical order pertains to the NGVD 29 superseded value.
 AX2719
 AX2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2719
 AX2719.The geoid height was determined by GEOID03.
 AX2719.The observed gravity was obtained from relative gravimeter ties
 AX2719.to the IGSN71 gravity network.
 AX2719
 AX2719;                    North         East     Units Scale Factor Converg.
 AX2719;SPC TXSC     - 4,161,641.407   823,498.438   MT  0.99986384   +1 07 36.9
 AX2719;SPC TXSC     -13,653,651.85  2,701,761.13   sFT  0.99986384   +1 07 36.9
 AX2719;UTM  14      - 3,240,316.892   723,485.425   MT  1.00021635   +1 07 30.7
 AX2719
 AX2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2719!SPC TXSC     -   0.99999736  x   0.99986384  =   0.99986120
 AX2719!UTM  14      -   0.99999736  x   1.00021635  =   1.00021371
 AX2719
 AX2719:                Primary Azimuth Mark                     Grid Az
 AX2719:SPC TXSC     -  R 853                                    083 22 39.0
 AX2719:UTM  14      -  R 853                                    083 22 45.2
 AX2719
 AX2719|---------------------------------------------------------------------|
 AX2719| PID    Reference Object                     Distance      Geod. Az  |
 AX2719|                                                           dddmmss.s |
 AX2719| AX0748 R 853                               APPROX. 1.9 KM 0843015.9 |
 AX2719|---------------------------------------------------------------------|
 AX2719
 AX2719                          SUPERSEDED SURVEY CONTROL
 AX2719
 AX2719  NAD 83(1986)-  29 16 19.25101(N)    096 41 59.13264(W) AD(       ) 3
 AX2719  NAD 27      -  29 16 18.37161(N)    096 41 58.22217(W) AD(       ) 3
 AX2719  NGVD 29 (07/19/86)   44.1    (m)          145.     (f) LEVELING    3  
 AX2719
 AX2719.Superseded values are not recommended for survey control.
 AX2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2719.See file dsdata.txt to determine how the superseded data were derived.
 AX2719
 AX2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2348540317(NAD 83)
 AX2719
 AX2719  HISTORY     - Date     Condition        Report By
 AX2719  HISTORY     - UNK      MONUMENTED
 AX2719  HISTORY     - 1962     GOOD             USGS
 AX2719  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX2719
 AX2719                          STATION DESCRIPTION
 AX2719
 AX2719'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2719'EDNA, 3.4 MI. NE. OF ALONG U.S. HIGHWAY 59, TO JUNCTION WITH FARM
 AX2719'ROAD 530, THENCE N. 22.6 MI. TO T-RD. E., 1.2 MI. N. OF SPEAKS, 45
 AX2719'FT. E. OF CENTERLINE HIGHWAY, 20 FT. S. OF CENTERLINE DIRT RD.
 AX2719'
 AX2719'STATION MARK--STANDARD USC AND GS BENCH MARK DISK STAMPED ---S 853
 AX2719'RESET 1953---, IN CONCRETE POST PROJECTING 0.2 FT.
 AX2719
 AX2719                          STATION RECOVERY (1997)
 AX2719
 AX2719'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0623 ***********************************************************************
 AX0623  DESIGNATION -  S 853 RESET 1953
 AX0623  PID         -  AX0623
 AX0623  STATE/COUNTY-  TX/LAVACA
 AX0623  USGS QUAD   -  SPEAKS (1981)
 AX0623
 AX0623                         *CURRENT SURVEY CONTROL
 AX0623  ___________________________________________________________________
 AX0623* NAD 83(1986)-  29 16 19.     (N)    096 41 59.     (W)     SCALED    
 AX0623* NAVD 88     -        43.993  (meters)     144.33   (feet)  ADJUSTED  
 AX0623  ___________________________________________________________________
 AX0623  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0623  DYNAMIC HT  -          43.931 (meters)     144.13  (feet)  COMP
 AX0623  MODELED GRAV-     979,236.1   (mgal)                       NAVD 88
 AX0623
 AX0623  VERT ORDER  -  FIRST     CLASS I
 AX0623
 AX0623.The horizontal coordinates were scaled from a topographic map and have
 AX0623.an estimated accuracy of +/- 6 seconds.
 AX0623
 AX0623.The orthometric height was determined by differential leveling
 AX0623.and adjusted by the National Geodetic Survey in June 1991..
 AX0623
 AX0623.The geoid height was determined by GEOID03.
 AX0623
 AX0623.The dynamic height is computed by dividing the NAVD 88
 AX0623.geopotential number by the normal gravity value computed on the
 AX0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0623.degrees latitude (g = 980.6199 gals.).
 AX0623
 AX0623.The modeled gravity was interpolated from observed gravity values.
 AX0623
 AX0623;                    North         East    Units  Estimated Accuracy
 AX0623;SPC TXSC     - 4,161,630.      823,500.      MT  (+/- 180 meters Scaled)
 AX0623
 AX0623                          SUPERSEDED SURVEY CONTROL
 AX0623
 AX0623  NGVD 29 (??/??/92)   43.993  (m)          144.33   (f) ADJ UNCH    1 1
 AX0623
 AX0623.Superseded values are not recommended for survey control.
 AX0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0623.See file dsdata.txt to determine how the superseded data were derived.
 AX0623
 AX0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT234403(NAD 83)
 AX0623_MARKER: DB = BENCH MARK DISK
 AX0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0623_STAMPING: S 853 RESET 1953
 AX0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0623+STABILITY: SURFACE MOTION
 AX0623
 AX0623  HISTORY     - Date     Condition        Report By
 AX0623  HISTORY     - 1953     MONUMENTED       CGS
 AX0623  HISTORY     - 1972     GOOD             NGS
 AX0623  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0623
 AX0623                          STATION DESCRIPTION
 AX0623
 AX0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0623'1.2 MI N FROM SPEAKS.
 AX0623'ABOUT 1.2 MILES NORTH ALONG FARM ROAD NO. 530 FROM THE POST OFFICE AND
 AX0623'GENERAL STORE AT SPEAKS, 0.2 MILE SOUTH OF THE SPEAKS COMMUNITY
 AX0623'BAPTIST CHURCH, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST TO
 AX0623'PROVIDENT CITY, 47 1/2 FEET EAST OF THE CENTER LINE OF FARM ROAD 530,
 AX0623'22 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 35 1/2 FEET
 AX0623'SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD ACROSS THE GRAVEL
 AX0623'ROAD, 6 FEET NORTHEAST OF A FENCE CORNER, 2.4 FEET NORTH OF AN
 AX0623'EAST-WEST FENCE LINE, 1 FOOT WEST OF A METAL WITNESS POST, 2 FEET
 AX0623'BELOW THE LEVEL OF THE FARM ROAD, SET IN THE TOP OF A CONCRETE POST 3
 AX0623'INCHES BELOW THE LEVEL OF THE GROUND.
 AX0623
 AX0623                          STATION RECOVERY (1997)
 AX0623
 AX0623'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0812 ***********************************************************************
 AX0812  DESIGNATION -  S 854
 AX0812  PID         -  AX0812
 AX0812  STATE/COUNTY-  TX/LAVACA
 AX0812  USGS QUAD   -  SUBLIME (1981)
 AX0812
 AX0812                         *CURRENT SURVEY CONTROL
 AX0812  ___________________________________________________________________
 AX0812* NAD 83(1986)-  29 28 12.     (N)    096 47 43.     (W)     SCALED    
 AX0812* NAVD 88     -        61.82   (+/-2cm)     202.8    (feet)  VERTCON   
 AX0812  ___________________________________________________________________
 AX0812  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0812
 AX0812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0812
 AX0812.The horizontal coordinates were scaled from a topographic map and have
 AX0812.an estimated accuracy of +/- 6 seconds.
 AX0812
 AX0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0812.The vertical order pertains to the NGVD 29 superseded value.
 AX0812
 AX0812.The geoid height was determined by GEOID03.
 AX0812
 AX0812;                    North         East    Units  Estimated Accuracy
 AX0812;SPC TXSC     - 4,183,400.      813,810.      MT  (+/- 180 meters Scaled)
 AX0812
 AX0812                          SUPERSEDED SURVEY CONTROL
 AX0812
 AX0812  NGVD 29 (??/??/92)   61.817  (m)          202.81   (f) ADJ UNCH    2 0
 AX0812
 AX0812.Superseded values are not recommended for survey control.
 AX0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0812.See file dsdata.txt to determine how the superseded data were derived.
 AX0812
 AX0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT137620(NAD 83)
 AX0812_MARKER: DB = BENCH MARK DISK
 AX0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0812_STAMPING: S 854 1943
 AX0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0812+STABILITY: SURFACE MOTION
 AX0812
 AX0812  HISTORY     - Date     Condition        Report By
 AX0812  HISTORY     - 1943     MONUMENTED       CGS
 AX0812  HISTORY     - 1962     GOOD             NGS
 AX0812  HISTORY     - 19970607 GOOD             USPSQD
 AX0812
 AX0812                          STATION DESCRIPTION
 AX0812
 AX0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AX0812'0.6 MI S FROM SUBLIME.
 AX0812'P.O. SUBLIME, LAVACA COUNTY, 0.6 MI. S. OF ALONG COUNTY ROAD TO
 AX0812'VIENNA, 780 FT. S. OF US HIGHWAY 90A, 24 FT. W. OF CENTERLINE OF
 AX0812'COUNTY ROAD, 1.8 FEET S. OF A WHITE WOODEN WITNESS POST.  PROJECTS 0.4
 AX0812'FOOT.
 AX0812
 AX0812                          STATION RECOVERY (1997)
 AX0812
 AX0812'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0813 ***********************************************************************
 AX0813  DESIGNATION -  S 854 RESET 1974
 AX0813  PID         -  AX0813
 AX0813  STATE/COUNTY-  TX/LAVACA
 AX0813  USGS QUAD   -  SUBLIME (1981)
 AX0813
 AX0813                         *CURRENT SURVEY CONTROL
 AX0813  ___________________________________________________________________
 AX0813* NAD 83(1986)-  29 28 12.     (N)    096 47 44.     (W)     SCALED    
 AX0813* NAVD 88     -        61.94   (+/-2cm)     203.2    (feet)  VERTCON   
 AX0813  ___________________________________________________________________
 AX0813  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0813
 AX0813  VERT ORDER  -  THIRD (See Below)
 AX0813
 AX0813.The horizontal coordinates were scaled from a topographic map and have
 AX0813.an estimated accuracy of +/- 6 seconds.
 AX0813
 AX0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0813.The vertical order pertains to the NGVD 29 superseded value.
 AX0813
 AX0813.The geoid height was determined by GEOID03.
 AX0813
 AX0813;                    North         East    Units  Estimated Accuracy
 AX0813;SPC TXSC     - 4,183,400.      813,780.      MT  (+/- 180 meters Scaled)
 AX0813
 AX0813                          SUPERSEDED SURVEY CONTROL
 AX0813
 AX0813  NGVD 29 (01/29/03)   61.94   (m)          203.2    (f) RESET       3  
 AX0813
 AX0813.Superseded values are not recommended for survey control.
 AX0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0813.See file dsdata.txt to determine how the superseded data were derived.
 AX0813
 AX0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT137620(NAD 83)
 AX0813_MARKER: DB = BENCH MARK DISK
 AX0813_SETTING: 0 = UNSPECIFIED SETTING
 AX0813_STAMPING: S 854 RESET 1974
 AX0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0813+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX0813
 AX0813  HISTORY     - Date     Condition        Report By
 AX0813  HISTORY     - 1974     MONUMENTED       NGS
 AX0813  HISTORY     - 19970607 GOOD             USPSQD
 AX0813  HISTORY     - 20041026 GOOD             USPSQD
 AX0813
 AX0813                          STATION DESCRIPTION
 AX0813
 AX0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AX0813'0.5 MI S FROM SUBLIME.
 AX0813'FROM THE INTERSECTION OF U.S. HIGHWAY 90A AND FARM ROAD 3283 IN
 AX0813'SUBLIME, GO SOUTHERLY ON FARM ROAD 3283 FOR 0.15 MILE TO MARK ON THE
 AX0813'RIGHT.  A CAST ALUMINUM MONUMENT THAT PROJECTS ABOUT 2-INCHES.  IT IS
 AX0813'ABOUT 800 FEET SOUTH OF U.S. HWY. 90A, 50 FEET WEST OF THE CENTER OF
 AX0813'ROAD, ABOUT 200 FEET NORTH OF A BRIDGE AND 1-FOOT NORTH OF A METAL
 AX0813'WITNESS POST.
 AX0813
 AX0813                          STATION RECOVERY (1997)
 AX0813
 AX0813'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0813'RECOVERED IN GOOD CONDITION.
 AX0813
 AX0813                          STATION RECOVERY (2004)
 AX0813
 AX0813'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1651 ***********************************************************************
 AN1651  DESIGNATION -  S 855
 AN1651  PID         -  AN1651
 AN1651  STATE/COUNTY-  TX/KARNES
 AN1651  USGS QUAD   -  HELENA (1987)
 AN1651
 AN1651                         *CURRENT SURVEY CONTROL
 AN1651  ___________________________________________________________________
 AN1651* NAD 83(1986)-  28 57 57.     (N)    097 49 24.     (W)     SCALED    
 AN1651* NAVD 88     -       102.69   (+/-2cm)     336.9    (feet)  VERTCON   
 AN1651  ___________________________________________________________________
 AN1651  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AN1651
 AN1651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1651
 AN1651.The horizontal coordinates were scaled from a topographic map and have
 AN1651.an estimated accuracy of +/- 6 seconds.
 AN1651
 AN1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1651.The vertical order pertains to the NGVD 29 superseded value.
 AN1651
 AN1651.The geoid height was determined by GEOID03.
 AN1651
 AN1651;                    North         East    Units  Estimated Accuracy
 AN1651;SPC TXSC     - 4,126,090.      714,680.      MT  (+/- 180 meters Scaled)
 AN1651
 AN1651                          SUPERSEDED SURVEY CONTROL
 AN1651
 AN1651  NGVD 29 (??/??/92)  102.657  (m)          336.80   (f) ADJ UNCH    2 0
 AN1651
 AN1651.Superseded values are not recommended for survey control.
 AN1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1651.See file dsdata.txt to determine how the superseded data were derived.
 AN1651
 AN1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT146047(NAD 83)
 AN1651_MARKER: DB = BENCH MARK DISK
 AN1651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1651_SP_SET: CULVERT
 AN1651_STAMPING: S 855 1943
 AN1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1651
 AN1651  HISTORY     - Date     Condition        Report By
 AN1651  HISTORY     - 1943     MONUMENTED       CGS
 AN1651
 AN1651                          STATION DESCRIPTION
 AN1651
 AN1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1651'0.9 MI N FROM HELENA.
 AN1651'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 80 FROM THE FOUR CORNERS AT
 AN1651'HELENA, KARNES COUNTY, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 AN1651'NORTHEAST, IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 AN1651'2-1/2-FOOT CONCRETE PIPE CULVERT UNDER THE GRAVEL ROAD, 25.5 FEET EAST
 AN1651'OF THE CENTER LINE OF THE HIGHWAY, 11.8 FEET NORTH OF THE CENTER LINE
 AN1651'OF THE ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 AN1651'STAMPED S 855 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2444 ***********************************************************************
 AN2444  DESIGNATION -  S 855 RESET
 AN2444  PID         -  AN2444
 AN2444  STATE/COUNTY-  TX/KARNES
 AN2444  USGS QUAD   -  HELENA (1987)
 AN2444
 AN2444                         *CURRENT SURVEY CONTROL
 AN2444  ___________________________________________________________________
 AN2444* NAD 83(1986)-  28 57 57.     (N)    097 49 24.     (W)     SCALED    
 AN2444* NAVD 88     -        93.94   (+/-2cm)     308.2    (feet)  VERTCON   
 AN2444  ___________________________________________________________________
 AN2444  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AN2444
 AN2444  VERT ORDER  -  THIRD (See Below)
 AN2444
 AN2444.The horizontal coordinates were scaled from a topographic map and have
 AN2444.an estimated accuracy of +/- 6 seconds.
 AN2444
 AN2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2444.The vertical order pertains to the NGVD 29 superseded value.
 AN2444
 AN2444.The geoid height was determined by GEOID03.
 AN2444
 AN2444;                    North         East    Units  Estimated Accuracy
 AN2444;SPC TXSC     - 4,126,090.      714,680.      MT  (+/- 180 meters Scaled)
 AN2444
 AN2444                          SUPERSEDED SURVEY CONTROL
 AN2444
 AN2444  NGVD 29 (01/29/03)   93.91   (m)          308.1    (f) RESET       3  
 AN2444
 AN2444.Superseded values are not recommended for survey control.
 AN2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2444.See file dsdata.txt to determine how the superseded data were derived.
 AN2444
 AN2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT146047(NAD 83)
 AN2444_MARKER: DV = VERTICAL CONTROL DISK
 AN2444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2444_SP_SET: HEADWALL
 AN2444_STAMPING: S 855 RESET 1971
 AN2444_MARK LOGO: NGS   
 AN2444_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2444+STABILITY: SURFACE MOTION
 AN2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2444+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AN2444
 AN2444  HISTORY     - Date     Condition        Report By
 AN2444  HISTORY     - 1971     MONUMENTED       TXHD
 AN2444  HISTORY     - 20040917 GOOD             USPSQD
 AN2444
 AN2444                          STATION DESCRIPTION
 AN2444
 AN2444'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1971
 AN2444'0.3 MILE NORTH ALONG STATE HIGHWAY 80 FROM FOUR CORNERS IN HELENA, IN
 AN2444'THE TOP OF THE CENTER OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT
 AN2444'UNDER THE HIGHWAY, AND 42.0 FEET WEST OF THE CENTERLINE OF THE
 AN2444'HIGHWAY, 3 FEET BELOW THE HIGHWAY.
 AN2444
 AN2444                          STATION RECOVERY (2004)
 AN2444
 AN2444'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN2444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1940 ***********************************************************************
 AX1940  DESIGNATION -  S 856
 AX1940  PID         -  AX1940
 AX1940  STATE/COUNTY-  TX/KARNES
 AX1940  USGS QUAD   -  ECLETO (1987)
 AX1940
 AX1940                         *CURRENT SURVEY CONTROL
 AX1940  ___________________________________________________________________
 AX1940* NAD 83(1986)-  29 07 20.     (N)    097 47 49.     (W)     SCALED    
 AX1940* NAVD 88     -       100.88   (+/-2cm)     331.0    (feet)  VERTCON   
 AX1940  ___________________________________________________________________
 AX1940  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AX1940
 AX1940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1940
 AX1940.The horizontal coordinates were scaled from a topographic map and have
 AX1940.an estimated accuracy of +/- 6 seconds.
 AX1940
 AX1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1940.The vertical order pertains to the NGVD 29 superseded value.
 AX1940
 AX1940.The geoid height was determined by GEOID03.
 AX1940
 AX1940;                    North         East    Units  Estimated Accuracy
 AX1940;SPC TXSC     - 4,143,450.      717,070.      MT  (+/- 180 meters Scaled)
 AX1940
 AX1940                          SUPERSEDED SURVEY CONTROL
 AX1940
 AX1940  NGVD 29 (??/??/92)  100.838  (m)          330.83   (f) ADJ UNCH    2 0
 AX1940
 AX1940.Superseded values are not recommended for survey control.
 AX1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1940.See file dsdata.txt to determine how the superseded data were derived.
 AX1940
 AX1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT170221(NAD 83)
 AX1940_MARKER: DB = BENCH MARK DISK
 AX1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1940_STAMPING: S 856 1943
 AX1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1940+STABILITY: SURFACE MOTION
 AX1940
 AX1940  HISTORY     - Date     Condition        Report By
 AX1940  HISTORY     - 1943     MONUMENTED       CGS
 AX1940  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX1940
 AX1940                          STATION DESCRIPTION
 AX1940
 AX1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1940'0.75 MI S FROM GILLETT.
 AX1940'TO REACH FROM THE POST OFFICE AT GILLETT, PROCEED 0.75 MILE SOUTHERLY
 AX1940'ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING SOUTHWEST
 AX1940'AND SITE OF BENCH MARK.  BENCH MARK IS 94.0 FEET NORTH OF THE
 AX1940'CENTERLINE OF A DIRT ROAD LEADING SOUTHWEST.  IT IS 21.8 FEET WEST OF
 AX1940'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF A DIRT ROAD RUNNING NORTH
 AX1940'AND SOUTH, 6.5 FEET NORTH OF THE CENTERLINE OF A 2.5 FOOT OAK TREE AND
 AX1940'3.2 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX1940'PROJECTS 0.2 FOOT.
 AX1940
 AX1940                          STATION RECOVERY (1961)
 AX1940
 AX1940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1951 ***********************************************************************
 AX1951  DESIGNATION -  S 857
 AX1951  PID         -  AX1951
 AX1951  STATE/COUNTY-  TX/DE WITT
 AX1951  USGS QUAD   -  GARFIELD (1987)
 AX1951
 AX1951                         *CURRENT SURVEY CONTROL
 AX1951  ___________________________________________________________________
 AX1951* NAD 83(1986)-  29 05 07.     (N)    097 38 17.     (W)     SCALED    
 AX1951* NAVD 88     -       132.31   (+/-2cm)     434.1    (feet)  VERTCON   
 AX1951  ___________________________________________________________________
 AX1951  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AX1951
 AX1951  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1951
 AX1951.The horizontal coordinates were scaled from a topographic map and have
 AX1951.an estimated accuracy of +/- 6 seconds.
 AX1951
 AX1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1951.The vertical order pertains to the NGVD 29 superseded value.
 AX1951
 AX1951.The geoid height was determined by GEOID03.
 AX1951
 AX1951;                    North         East    Units  Estimated Accuracy
 AX1951;SPC TXSC     - 4,139,520.      732,580.      MT  (+/- 180 meters Scaled)
 AX1951
 AX1951                          SUPERSEDED SURVEY CONTROL
 AX1951
 AX1951  NGVD 29 (??/??/92)  132.276  (m)          433.98   (f) ADJ UNCH    2 0
 AX1951
 AX1951.Superseded values are not recommended for survey control.
 AX1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1951.See file dsdata.txt to determine how the superseded data were derived.
 AX1951
 AX1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT325182(NAD 83)
 AX1951_MARKER: DB = BENCH MARK DISK
 AX1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1951_STAMPING: S 857 1943
 AX1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1951+STABILITY: SURFACE MOTION
 AX1951
 AX1951  HISTORY     - Date     Condition        Report By
 AX1951  HISTORY     - 1943     MONUMENTED       CGS
 AX1951
 AX1951                          STATION DESCRIPTION
 AX1951
 AX1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1951'2.9 MI W FROM DAVY.
 AX1951'TO REACH FROM THE SCHOOL BUILDING AT DAVY, PROCEED 2.9 MILES WESTERLY
 AX1951'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE
 AX1951'WEST OF A LARGE WOODEN BRIDGE OVER A CREEK.  IT IS 44.4 FEET SOUTH OF
 AX1951'AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE ROAD, 23.7 FEET EAST OF
 AX1951'A FENCE CORNER POST, 2.0 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 AX1951'AND 2.9 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX1951'PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1637 ***********************************************************************
 AN1637  DESIGNATION -  S 858
 AN1637  PID         -  AN1637
 AN1637  STATE/COUNTY-  TX/KARNES
 AN1637  USGS QUAD   -  HELENA (1987)
 AN1637
 AN1637                         *CURRENT SURVEY CONTROL
 AN1637  ___________________________________________________________________
 AN1637* NAD 83(1986)-  28 58 10.     (N)    097 45 01.     (W)     SCALED    
 AN1637* NAVD 88     -        86.90   (+/-2cm)     285.1    (feet)  VERTCON   
 AN1637  ___________________________________________________________________
 AN1637  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AN1637
 AN1637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1637
 AN1637.The horizontal coordinates were scaled from a topographic map and have
 AN1637.an estimated accuracy of +/- 6 seconds.
 AN1637
 AN1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1637.The vertical order pertains to the NGVD 29 superseded value.
 AN1637
 AN1637.The geoid height was determined by GEOID03.
 AN1637
 AN1637;                    North         East    Units  Estimated Accuracy
 AN1637;SPC TXSC     - 4,126,560.      721,790.      MT  (+/- 180 meters Scaled)
 AN1637
 AN1637                          SUPERSEDED SURVEY CONTROL
 AN1637
 AN1637  NGVD 29 (??/??/92)   86.873  (m)          285.02   (f) ADJ UNCH    2 0
 AN1637
 AN1637.Superseded values are not recommended for survey control.
 AN1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1637.See file dsdata.txt to determine how the superseded data were derived.
 AN1637
 AN1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT217052(NAD 83)
 AN1637_MARKER: DB = BENCH MARK DISK
 AN1637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1637_SP_SET: BRIDGE
 AN1637_STAMPING: S 858 1943
 AN1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1637
 AN1637  HISTORY     - Date     Condition        Report By
 AN1637  HISTORY     - 1943     MONUMENTED       CGS
 AN1637
 AN1637                          STATION DESCRIPTION
 AN1637
 AN1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1637'0.3 MI SE FROM HELENA.
 AN1637'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE FOUR CORNERS AT
 AN1637'HELENA, KARNES COUNTY, THENCE ABOUT 5.2 MILES NORTHEAST ALONG A DIRT
 AN1637'ROAD.  IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST WING WALL OF A
 AN1637'38-1/2-FOOT WOOD, STEEL, AND CONCRETE BRIDGE OVER A CREEK, 9 FEET
 AN1637'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD. A
 AN1637'STANDARD DISK, STAMPED S 858 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0561 ***********************************************************************
 AY0561  DESIGNATION -  S 859
 AY0561  PID         -  AY0561
 AY0561  STATE/COUNTY-  TX/WILSON
 AY0561  USGS QUAD   -  LA VERNIA (1962)
 AY0561
 AY0561                         *CURRENT SURVEY CONTROL
 AY0561  ___________________________________________________________________
 AY0561* NAD 83(1986)-  29 15 12.     (N)    098 01 05.     (W)     SCALED    
 AY0561* NAVD 88     -       121.56   (+/-2cm)     398.8    (feet)  VERTCON   
 AY0561  ___________________________________________________________________
 AY0561  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AY0561
 AY0561  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0561
 AY0561.The horizontal coordinates were scaled from a topographic map and have
 AY0561.an estimated accuracy of +/- 6 seconds.
 AY0561
 AY0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0561.The vertical order pertains to the NGVD 29 superseded value.
 AY0561
 AY0561.The geoid height was determined by GEOID03.
 AY0561
 AY0561;                    North         East    Units  Estimated Accuracy
 AY0561;SPC TXSC     - 4,157,770.      695,430.      MT  (+/- 180 meters Scaled)
 AY0561
 AY0561                          SUPERSEDED SURVEY CONTROL
 AY0561
 AY0561  NGVD 29 (??/??/92)  121.49   (m)          398.6    (f) COMPUTED    2 0
 AY0561
 AY0561.Superseded values are not recommended for survey control.
 AY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0561.See file dsdata.txt to determine how the superseded data were derived.
 AY0561
 AY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT954364(NAD 83)
 AY0561_MARKER: DB = BENCH MARK DISK
 AY0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0561_STAMPING: S 859 1943
 AY0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0561+STABILITY: SURFACE MOTION
 AY0561
 AY0561  HISTORY     - Date     Condition        Report By
 AY0561  HISTORY     - 1943     MONUMENTED       CGS
 AY0561
 AY0561                          STATION DESCRIPTION
 AY0561
 AY0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0561'3.0 MI SE FROM SOUTHERLAND SPRINGS.
 AY0561'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0561'STATION AT SOUTHERLAND SPRINGS, PROCEED 3.0 MILES SOUTHEASTERLY ALONG
 AY0561'THE TRACK TO MILE POST NO. 106 AND SITE OF BENCH MARK.  BENCH MARK IS
 AY0561'102.6 FEET NORTH NORTHWEST OF AND ACROSS THE TRACK FROM MILE POST NO.
 AY0561'106.  IT IS 47.3 FEET NORTH OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE
 AY0561'OF THE TRACK, 38.4 FEET WEST NORTHWEST OF TELEPHONE POLE NO. H/E/34
 AY0561'AND 2.8 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AY0561'PROJECTS 0.3 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 3.9 MILES NORTHWEST
 AY0561'OF THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION AT
 AY0561'STOCKDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0949 ***********************************************************************
 AN0949  DESIGNATION -  S 861
 AN0949  PID         -  AN0949
 AN0949  STATE/COUNTY-  TX/GOLIAD
 AN0949  USGS QUAD   -  GOLIAD (1987)
 AN0949
 AN0949                         *CURRENT SURVEY CONTROL
 AN0949  ___________________________________________________________________
 AN0949* NAD 83(1986)-  28 38 31.     (N)    097 23 13.     (W)     SCALED    
 AN0949* NAVD 88     -        58.41   (+/-2cm)     191.6    (feet)  VERTCON   
 AN0949  ___________________________________________________________________
 AN0949  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0949
 AN0949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0949
 AN0949.The horizontal coordinates were scaled from a topographic map and have
 AN0949.an estimated accuracy of +/- 6 seconds.
 AN0949
 AN0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0949.The vertical order pertains to the NGVD 29 superseded value.
 AN0949
 AN0949.The geoid height was determined by GEOID03.
 AN0949
 AN0949;                    North         East    Units  Estimated Accuracy
 AN0949;SPC TXSC     - 4,090,710.      757,700.      MT  (+/- 180 meters Scaled)
 AN0949
 AN0949                          SUPERSEDED SURVEY CONTROL
 AN0949
 AN0949  NGVD 29 (??/??/92)   58.477  (m)          191.85   (f) ADJ UNCH    2 0
 AN0949
 AN0949.Superseded values are not recommended for survey control.
 AN0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0949.See file dsdata.txt to determine how the superseded data were derived.
 AN0949
 AN0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS576693(NAD 83)
 AN0949_MARKER: DB = BENCH MARK DISK
 AN0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0949_STAMPING: S 861 1943
 AN0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0949+STABILITY: SURFACE MOTION
 AN0949
 AN0949  HISTORY     - Date     Condition        Report By
 AN0949  HISTORY     - 1943     MONUMENTED       CGS
 AN0949
 AN0949                          STATION DESCRIPTION
 AN0949
 AN0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0949'2.0 MI S FROM GOLIAD.
 AN0949'2.0 MILES SOUTH ALONG A COUNTY ROAD FROM THE COURTHOUSE AT GOLIAD,
 AN0949'GOLIAD COUNTY, 125 FEET NORTH OF A HOUSE, AT THE JUNCTION OF TWO
 AN0949'ROADS, 42 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 39
 AN0949'FEET WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 26 FEET
 AN0949'NORTHWEST OF THE CENTERLINE OF THE PRIVATE ROAD LEADING SOUTHWEST TO
 AN0949'THE HOUSE, AND 1.3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 AN0949'STANDARD DISK, STAMPED S 861 1943 AND SET IN THE TOP OF A CONCRETE
 AN0949'POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0952 ***********************************************************************
 AN0952  DESIGNATION -  S 862
 AN0952  PID         -  AN0952
 AN0952  STATE/COUNTY-  TX/GOLIAD
 AN0952  USGS QUAD   -  FANNIN (1987)
 AN0952
 AN0952                         *CURRENT SURVEY CONTROL
 AN0952  ___________________________________________________________________
 AN0952* NAD 83(1986)-  28 41 04.     (N)    097 14 01.     (W)     SCALED    
 AN0952* NAVD 88     -        42.47   (+/-2cm)     139.3    (feet)  VERTCON   
 AN0952  ___________________________________________________________________
 AN0952  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0952
 AN0952  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0952
 AN0952.The horizontal coordinates were scaled from a topographic map and have
 AN0952.an estimated accuracy of +/- 6 seconds.
 AN0952
 AN0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0952.The vertical order pertains to the NGVD 29 superseded value.
 AN0952
 AN0952.The geoid height was determined by GEOID03.
 AN0952
 AN0952;                    North         East    Units  Estimated Accuracy
 AN0952;SPC TXSC     - 4,095,630.      772,620.      MT  (+/- 180 meters Scaled)
 AN0952
 AN0952                          SUPERSEDED SURVEY CONTROL
 AN0952
 AN0952  NGVD 29 (??/??/92)   42.553  (m)          139.61   (f) ADJ UNCH    2 0
 AN0952
 AN0952.Superseded values are not recommended for survey control.
 AN0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0952.See file dsdata.txt to determine how the superseded data were derived.
 AN0952
 AN0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS725743(NAD 83)
 AN0952_MARKER: DB = BENCH MARK DISK
 AN0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0952_STAMPING: S-862 1943
 AN0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0952+STABILITY: SURFACE MOTION
 AN0952
 AN0952  HISTORY     - Date     Condition        Report By
 AN0952  HISTORY     - 1943     MONUMENTED       CGS
 AN0952
 AN0952                          STATION DESCRIPTION
 AN0952
 AN0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0952'0.7 MI S FROM FANNIN.
 AN0952'0.7 MILE SOUTH ALONG THE COUNTY ROAD FROM THE STATION AT FANNIN, NEAR
 AN0952'THE FANNIN STATE PARK, 28 FEET WEST OF THE CENTER-LINE OF THE ROAD, 10
 AN0952'FEET EAST OF THE EAST GATE POST, 4.5 FEET WEST OF THE CORNER FENCE
 AN0952'POST, 1.8 FEET NORTH OF THE FENCE, 1.8 FEET EAST OF THE REFERENCE
 AN0952'POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 AN0952'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0953 ***********************************************************************
 AN0953  DESIGNATION -  S 862 RESET 1959
 AN0953  PID         -  AN0953
 AN0953  STATE/COUNTY-  TX/GOLIAD
 AN0953  USGS QUAD   -  FANNIN (1987)
 AN0953
 AN0953                         *CURRENT SURVEY CONTROL
 AN0953  ___________________________________________________________________
 AN0953* NAD 83(1986)-  28 41 04.     (N)    097 14 01.     (W)     SCALED    
 AN0953* NAVD 88     -        42.45   (+/-2cm)     139.3    (feet)  VERTCON   
 AN0953  ___________________________________________________________________
 AN0953  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0953
 AN0953  VERT ORDER  -  THIRD (See Below)
 AN0953
 AN0953.The horizontal coordinates were scaled from a topographic map and have
 AN0953.an estimated accuracy of +/- 6 seconds.
 AN0953
 AN0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0953.The vertical order pertains to the NGVD 29 superseded value.
 AN0953
 AN0953.The geoid height was determined by GEOID03.
 AN0953
 AN0953;                    North         East    Units  Estimated Accuracy
 AN0953;SPC TXSC     - 4,095,630.      772,620.      MT  (+/- 180 meters Scaled)
 AN0953
 AN0953                          SUPERSEDED SURVEY CONTROL
 AN0953
 AN0953  NGVD 29 (01/29/03)   42.54   (m)          139.6    (f) RESET       3  
 AN0953
 AN0953.Superseded values are not recommended for survey control.
 AN0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0953.See file dsdata.txt to determine how the superseded data were derived.
 AN0953
 AN0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS725743(NAD 83)
 AN0953_MARKER: DB = BENCH MARK DISK
 AN0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0953_STAMPING: S 862 RESET 1959
 AN0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0953+STABILITY: SURFACE MOTION
 AN0953
 AN0953  HISTORY     - Date     Condition        Report By
 AN0953  HISTORY     - 1959     MONUMENTED       TXHD
 AN0953  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0953
 AN0953                          STATION DESCRIPTION
 AN0953
 AN0953'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AN0953'0.7 MI S FROM FANNIN.
 AN0953'0.7 MILE SOUTH ALONG F. M. HIGHWAY 2506 FROM THE TEXAS AND NEW ORLEANS
 AN0953'RAILROAD STATION AT FANNIN, NEAR FANNIN STATE PARK, 41 FEET WEST OF
 AN0953'THE CENTERLINE OF THE HIGHWAY, 3.3 FEET SOUTH OF THE SOUTH END OF A
 AN0953'GATE 32 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF THE WEST
 AN0953'RIGHT-OF-WAY FENCE, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 AN0953'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.03 FEET ABOVE THE
 AN0953'GROUND.
 AN0953
 AN0953                          STATION RECOVERY (1990)
 AN0953
 AN0953'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1498 ***********************************************************************
 AN1498  DESIGNATION -  S 863
 AN1498  PID         -  AN1498
 AN1498  STATE/COUNTY-  TX/BEE
 AN1498  USGS QUAD   -  PAPALOTE (1979)
 AN1498
 AN1498                         *CURRENT SURVEY CONTROL
 AN1498  ___________________________________________________________________
 AN1498* NAD 83(1986)-  28 10 48.     (N)    097 36 29.     (W)     SCALED    
 AN1498* NAVD 88     -        27.43   (+/-2cm)      90.0    (feet)  VERTCON   
 AN1498  ___________________________________________________________________
 AN1498  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1498
 AN1498  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1498
 AN1498.The horizontal coordinates were scaled from a topographic map and have
 AN1498.an estimated accuracy of +/- 6 seconds.
 AN1498
 AN1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1498.The vertical order pertains to the NGVD 29 superseded value.
 AN1498
 AN1498.The geoid height was determined by GEOID03.
 AN1498
 AN1498;                    North         East    Units  Estimated Accuracy
 AN1498;SPC TXSC     - 4,039,240.      736,690.      MT  (+/- 180 meters Scaled)
 AN1498
 AN1498                          SUPERSEDED SURVEY CONTROL
 AN1498
 AN1498  NGVD 29 (??/??/92)   27.514  (m)           90.27   (f) ADJ UNCH    1 2
 AN1498
 AN1498.Superseded values are not recommended for survey control.
 AN1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1498.See file dsdata.txt to determine how the superseded data were derived.
 AN1498
 AN1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS366179(NAD 83)
 AN1498_MARKER: DB = BENCH MARK DISK
 AN1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1498_STAMPING: S-863 1943
 AN1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1498+STABILITY: SURFACE MOTION
 AN1498
 AN1498  HISTORY     - Date     Condition        Report By
 AN1498  HISTORY     - 1943     MONUMENTED       CGS
 AN1498  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1498  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1498
 AN1498                          STATION DESCRIPTION
 AN1498
 AN1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1498'6.6 MI SE FROM SKIDMORE.
 AN1498'6.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1498'STATION AT SKIDMORE, SET IN THE SOUTHWEST SIDE OF THE TRACK FROM
 AN1498'MILEPOST NO. 111, 43.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AN1498'TRACK, 34.4 FEET NORTHEAST OF THE CENTER-LINE OF U.S. HIGHWAY NO. 181,
 AN1498'1.7 FEET NORTHEAST OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP
 AN1498'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 AN1498
 AN1498                          STATION RECOVERY (1974)
 AN1498
 AN1498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1498'MARK NOT FOUND.
 AN1498
 AN1498                          STATION RECOVERY (1987)
 AN1498
 AN1498'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1499 ***********************************************************************
 AN1499  DESIGNATION -  S 863 RESET 1960
 AN1499  PID         -  AN1499
 AN1499  STATE/COUNTY-  TX/BEE
 AN1499  USGS QUAD   -  PAPALOTE (1979)
 AN1499
 AN1499                         *CURRENT SURVEY CONTROL
 AN1499  ___________________________________________________________________
 AN1499* NAD 83(1986)-  28 10 48.     (N)    097 36 29.     (W)     SCALED    
 AN1499* NAVD 88     -        27.31   (+/-2cm)      89.6    (feet)  VERTCON   
 AN1499  ___________________________________________________________________
 AN1499  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1499
 AN1499  VERT ORDER  -  THIRD (See Below)
 AN1499
 AN1499.The horizontal coordinates were scaled from a topographic map and have
 AN1499.an estimated accuracy of +/- 6 seconds.
 AN1499
 AN1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1499.The vertical order pertains to the NGVD 29 superseded value.
 AN1499
 AN1499.The geoid height was determined by GEOID03.
 AN1499
 AN1499;                    North         East    Units  Estimated Accuracy
 AN1499;SPC TXSC     - 4,039,240.      736,690.      MT  (+/- 180 meters Scaled)
 AN1499
 AN1499                          SUPERSEDED SURVEY CONTROL
 AN1499
 AN1499  NGVD 29 (01/29/03)   27.40   (m)           89.9    (f) RESET       3  
 AN1499
 AN1499.Superseded values are not recommended for survey control.
 AN1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1499.See file dsdata.txt to determine how the superseded data were derived.
 AN1499
 AN1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS366179(NAD 83)
 AN1499_MARKER: DB = BENCH MARK DISK
 AN1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1499_STAMPING: S 863 RESET 1960
 AN1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1499+STABILITY: SURFACE MOTION
 AN1499
 AN1499  HISTORY     - Date     Condition        Report By
 AN1499  HISTORY     - 1960     MONUMENTED       TXHD
 AN1499  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1499
 AN1499                          STATION DESCRIPTION
 AN1499
 AN1499'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 AN1499'6.6 MI SE FROM SKIDMORE.
 AN1499'ABOUT 6.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN1499'FROM THE STATION AT SKIDMORE, BEE COUNTY, OPPOSITE MILEPOST 111, 37.6
 AN1499'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 40.4 FEET NORTHEAST OF THE
 AN1499'CENTERLINE OF U.S. HIGHWAY 181, AND SET IN THE TOP OF A CONCRETE POST
 AN1499'FLUSH WITH THE GROUND.
 AN1499
 AN1499                          STATION RECOVERY (1981)
 AN1499
 AN1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1499'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1451 ***********************************************************************
 AN1451  DESIGNATION -  S 864
 AN1451  PID         -  AN1451
 AN1451  STATE/COUNTY-  TX/REFUGIO
 AN1451  USGS QUAD   -  REFUGIO SW (1978)
 AN1451
 AN1451                         *CURRENT SURVEY CONTROL
 AN1451  ___________________________________________________________________
 AN1451* NAD 83(1986)-  28 18 41.     (N)    097 24 52.     (W)     SCALED    
 AN1451* NAVD 88     -        23.13   (+/-2cm)      75.9    (feet)  VERTCON   
 AN1451  ___________________________________________________________________
 AN1451  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1451
 AN1451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1451
 AN1451.The horizontal coordinates were scaled from a topographic map and have
 AN1451.an estimated accuracy of +/- 6 seconds.
 AN1451
 AN1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1451.The vertical order pertains to the NGVD 29 superseded value.
 AN1451
 AN1451.The geoid height was determined by GEOID03.
 AN1451
 AN1451;                    North         East    Units  Estimated Accuracy
 AN1451;SPC TXSC     - 4,054,040.      755,510.      MT  (+/- 180 meters Scaled)
 AN1451
 AN1451                          SUPERSEDED SURVEY CONTROL
 AN1451
 AN1451  NGVD 29 (??/??/92)   23.25   (m)           76.3    (f) COMPUTED    2 0
 AN1451
 AN1451.Superseded values are not recommended for survey control.
 AN1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1451.See file dsdata.txt to determine how the superseded data were derived.
 AN1451
 AN1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS554327(NAD 83)
 AN1451_MARKER: DB = BENCH MARK DISK
 AN1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1451_STAMPING: S 864 1943
 AN1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1451+STABILITY: SURFACE MOTION
 AN1451
 AN1451  HISTORY     - Date     Condition        Report By
 AN1451  HISTORY     - 1943     MONUMENTED       CGS
 AN1451  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1451  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1451  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1451
 AN1451                          STATION DESCRIPTION
 AN1451
 AN1451'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1451'7.4 MI S FROM BLANCONIA.
 AN1451'IN REFUGIO COUNTY, 7.4 MILES SOUTH OF BLANCONIA, BEE COUNTY.  THIS
 AN1451'BENCH MARK MAY BE REACHED FROM THE CATHOLIC CHURCH BY GOING 0.6 MILE
 AN1451'SOUTH ALONG A COUNTY ROAD, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY
 AN1451'202, AND THENCE 6.0 MILES SOUTH ALONG A COUNTY ROAD.  IT IS ACROSS THE
 AN1451'ROAD FROM A CULTIVATED FIELD, 20 FEET WEST OF THE CENTERLINE OF THE
 AN1451'ROAD, 1 FOOT EAST OF A FENCE, AND 1.5 FEET SOUTH OF A WHITE WOODEN
 AN1451'WITNESS POST.  A STANDARD DISK, STAMPED S 864 1943 AND SET IN THE TOP
 AN1451'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1451
 AN1451                          STATION RECOVERY (1973)
 AN1451
 AN1451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1451'MARK NOT FOUND.
 AN1451
 AN1451                          STATION RECOVERY (1999)
 AN1451
 AN1451'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4746 ***********************************************************************
 AW4746  DESIGNATION -  S 865
 AW4746  PID         -  AW4746
 AW4746  STATE/COUNTY-  TX/FORT BEND
 AW4746  USGS QUAD   -  MISSOURI CITY (1995)
 AW4746
 AW4746                         *CURRENT SURVEY CONTROL
 AW4746  ___________________________________________________________________
 AW4746* NAD 83(1986)-  29 30 32.     (N)    095 36 28.     (W)     SCALED    
 AW4746* NAVD 88     -        19.13   (+/-2cm)      62.8    (feet)  VERTCON   
 AW4746  ___________________________________________________________________
 AW4746  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW4746
 AW4746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4746
 AW4746.The horizontal coordinates were scaled from a topographic map and have
 AW4746.an estimated accuracy of +/- 6 seconds.
 AW4746
 AW4746.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4746.The vertical order pertains to the NGVD 29 superseded value.
 AW4746
 AW4746.The geoid height was determined by GEOID03.
 AW4746
 AW4746;                    North         East    Units  Estimated Accuracy
 AW4746;SPC TXSC     - 4,190,470.      928,810.      MT  (+/- 180 meters Scaled)
 AW4746
 AW4746                          SUPERSEDED SURVEY CONTROL
 AW4746
 AW4746  NGVD 29 (??/??/92)   19.126  (m)           62.75   (f) ADJ UNCH    2 0
 AW4746
 AW4746.Superseded values are not recommended for survey control.
 AW4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4746.See file dsdata.txt to determine how the superseded data were derived.
 AW4746
 AW4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN472672(NAD 83)
 AW4746_MARKER: DB = BENCH MARK DISK
 AW4746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4746_STAMPING: S 865 1943
 AW4746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4746+STABILITY: SURFACE MOTION
 AW4746
 AW4746  HISTORY     - Date     Condition        Report By
 AW4746  HISTORY     - 1943     MONUMENTED       CGS
 AW4746  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW4746  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW4746  HISTORY     - 20040323 MARK NOT FOUND   USPSQD
 AW4746
 AW4746                          STATION DESCRIPTION
 AW4746
 AW4746'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4746'1.6 MI NW FROM THOMPSONS.
 AW4746'1.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AW4746'THE STATION AT THOMPSONS, FORT BEND COUNTY, OPPOSITE MILE POLE 52, 125
 AW4746'FEET NORTH OF THE TRACK, 61 FEET NORTH OF THE CENTERLINE OF A PAVED
 AW4746'ROAD, 0.5 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A
 AW4746'WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 AW4746'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AW4746
 AW4746                          STATION RECOVERY (1970)
 AW4746
 AW4746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW4746'SEARCHED FOR BUT NOT FOUND. POSSIBLY DESTROYED DURING WIDENING OF
 AW4746'HIGHWAY.
 AW4746
 AW4746                          STATION RECOVERY (1995)
 AW4746
 AW4746'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4746'MARK NOT FOUND.
 AW4746
 AW4746                          STATION RECOVERY (2004)
 AW4746
 AW4746'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1711 ***********************************************************************
 AX1711  DESIGNATION -  S 866 RESET 1961
 AX1711  PID         -  AX1711
 AX1711  STATE/COUNTY-  TX/LAVACA
 AX1711  USGS QUAD   -  TERRYVILLE (1987)
 AX1711
 AX1711                         *CURRENT SURVEY CONTROL
 AX1711  ___________________________________________________________________
 AX1711* NAD 83(1986)-  29 12 08.     (N)    097 03 20.     (W)     SCALED    
 AX1711* NAVD 88     -        73.99   (+/-2cm)     242.7    (feet)  VERTCON   
 AX1711  ___________________________________________________________________
 AX1711  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX1711
 AX1711  VERT ORDER  -  THIRD (See Below)
 AX1711
 AX1711.The horizontal coordinates were scaled from a topographic map and have
 AX1711.an estimated accuracy of +/- 6 seconds.
 AX1711
 AX1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1711.The vertical order pertains to the NGVD 29 superseded value.
 AX1711
 AX1711.The geoid height was determined by GEOID03.
 AX1711
 AX1711;                    North         East    Units  Estimated Accuracy
 AX1711;SPC TXSC     - 4,153,280.      789,060.      MT  (+/- 180 meters Scaled)
 AX1711
 AX1711                          SUPERSEDED SURVEY CONTROL
 AX1711
 AX1711  NGVD 29 (??/??/??)   74.00   (m)          242.8    (f) RESET       3  
 AX1711
 AX1711.Superseded values are not recommended for survey control.
 AX1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1711.See file dsdata.txt to determine how the superseded data were derived.
 AX1711
 AX1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT890319(NAD 83)
 AX1711_MARKER: DB = BENCH MARK DISK
 AX1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1711_STAMPING: S 866 RESET 1961
 AX1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1711+STABILITY: SURFACE MOTION
 AX1711
 AX1711  HISTORY     - Date     Condition        Report By
 AX1711  HISTORY     - 1961     MONUMENTED       CGS
 AX1711  HISTORY     - 1962     GOOD             USGS
 AX1711
 AX1711                          STATION DESCRIPTION
 AX1711
 AX1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AX1711'4.45 MI SW FROM HOPE.
 AX1711'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- GO WESTERLY ON THE
 AX1711'HOPE-STRATTON ROAD 1.2 MILES TO JUNCTION OF FARM ROAD 111.  TURN
 AX1711'RIGHT, SOUTHERLY, ON FARM ROAD 111 FOR 1.0 MILE TO F.M. 1447.  TURN
 AX1711'LEFT AND FOLLOW F.M. 1447 FOR 2.2 MILES TO BENCH MARK ON THE LEFT. IT
 AX1711'IS ABOUT 0.2 MILE SOUTHWEST OF A FARM HOUSE.  92 FEET SOUTHEAST OF AND
 AX1711'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  30 FEET NORTHEAST
 AX1711'OF THE CENTER OF A SIDE ROAD LEADING SOUTHEAST, 18 FEET NORT H OF A
 AX1711'FENCE CORNER, 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD DISK
 AX1711'STAMPED S 866 RESET 1961, IS SET IN A 6 X 6 IN. CONCRETE POST,
 AX1711'PROJECTING 2 INCHES.  NOTE-- BENCH MARK WAS SET BY THE TEXAS HIGHWAY
 AX1711'DEPARTMENT, FIELD SURVEY WORKER 111.
 AX1711
 AX1711                          STATION RECOVERY (1962)
 AX1711
 AX1711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0788 ***********************************************************************
 AX0788  DESIGNATION -  S 867
 AX0788  PID         -  AX0788
 AX0788  STATE/COUNTY-  TX/LAVACA
 AX0788  USGS QUAD   -  EZZELL (1981)
 AX0788
 AX0788                         *CURRENT SURVEY CONTROL
 AX0788  ___________________________________________________________________
 AX0788* NAD 83(1986)-  29 16 50.     (N)    096 56 27.     (W)     SCALED    
 AX0788* NAVD 88     -        55.41   (+/-2cm)     181.8    (feet)  VERTCON   
 AX0788  ___________________________________________________________________
 AX0788  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0788
 AX0788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0788
 AX0788.The horizontal coordinates were scaled from a topographic map and have
 AX0788.an estimated accuracy of +/- 6 seconds.
 AX0788
 AX0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0788.The vertical order pertains to the NGVD 29 superseded value.
 AX0788
 AX0788.The geoid height was determined by GEOID03.
 AX0788
 AX0788;                    North         East    Units  Estimated Accuracy
 AX0788;SPC TXSC     - 4,162,150.      800,060.      MT  (+/- 180 meters Scaled)
 AX0788
 AX0788                          SUPERSEDED SURVEY CONTROL
 AX0788
 AX0788  NGVD 29 (??/??/92)   55.412  (m)          181.80   (f) ADJ UNCH    2 0
 AX0788
 AX0788.Superseded values are not recommended for survey control.
 AX0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0788.See file dsdata.txt to determine how the superseded data were derived.
 AX0788
 AX0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT000408(NAD 83)
 AX0788_MARKER: DB = BENCH MARK DISK
 AX0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0788_STAMPING: S 867 1943
 AX0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0788+STABILITY: SURFACE MOTION
 AX0788
 AX0788  HISTORY     - Date     Condition        Report By
 AX0788  HISTORY     - 1943     MONUMENTED       CGS
 AX0788  HISTORY     - 1966     GOOD             USGS
 AX0788  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0788
 AX0788                          STATION DESCRIPTION
 AX0788
 AX0788'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0788'2.9 MI W FROM EZZELL.
 AX0788'2.9 MILES WEST ALONG FARM-TO-MARKET-ROAD 531 FROM THE SCHOOL AT
 AX0788'EZZELL, LAVACA, COUNTY, NEAR SALEM BAPTIST CHURCH AND CEMETERY, 180
 AX0788'FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH, 12 FEET SOUTH OF THE
 AX0788'NORTHWEST CORNER OF THE CEMETERY FENCE AND A 14 INCH OAK TREE, ONE
 AX0788'FOOT WEST OF THE FENCE, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A
 AX0788'STANDARD DISK STAMPED S 867 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX0788'PROJECTING 0.2 FEET ABOVE GROUND.
 AX0788
 AX0788                          STATION RECOVERY (1997)
 AX0788
 AX0788'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0770 ***********************************************************************
 AX0770  DESIGNATION -  S 868
 AX0770  PID         -  AX0770
 AX0770  STATE/COUNTY-  TX/LAVACA
 AX0770  USGS QUAD   -  EZZELL (1981)
 AX0770
 AX0770                         *CURRENT SURVEY CONTROL
 AX0770  ___________________________________________________________________
 AX0770* NAD 83(1986)-  29 16 17.     (N)    096 53 09.     (W)     SCALED    
 AX0770* NAVD 88     -        53.70   (+/-2cm)     176.2    (feet)  VERTCON   
 AX0770  ___________________________________________________________________
 AX0770  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0770
 AX0770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0770
 AX0770.The horizontal coordinates were scaled from a topographic map and have
 AX0770.an estimated accuracy of +/- 6 seconds.
 AX0770
 AX0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0770.The vertical order pertains to the NGVD 29 superseded value.
 AX0770
 AX0770.The geoid height was determined by GEOID03.
 AX0770
 AX0770;                    North         East    Units  Estimated Accuracy
 AX0770;SPC TXSC     - 4,161,230.      805,420.      MT  (+/- 180 meters Scaled)
 AX0770
 AX0770                          SUPERSEDED SURVEY CONTROL
 AX0770
 AX0770  NGVD 29 (??/??/92)   53.705  (m)          176.20   (f) ADJ UNCH    2 0
 AX0770
 AX0770.Superseded values are not recommended for survey control.
 AX0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0770.See file dsdata.txt to determine how the superseded data were derived.
 AX0770
 AX0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT054399(NAD 83)
 AX0770_MARKER: DB = BENCH MARK DISK
 AX0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0770_STAMPING: S 868 1943
 AX0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0770+STABILITY: SURFACE MOTION
 AX0770
 AX0770  HISTORY     - Date     Condition        Report By
 AX0770  HISTORY     - 1943     MONUMENTED       CGS
 AX0770  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0770
 AX0770                          STATION DESCRIPTION
 AX0770
 AX0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0770'1.05 MI SE FROM EZZELL.
 AX0770'TO REACH FROM THE SCHOOL AT EZZELL-- PROCEED 1.05 MILES SOUTHEASTERLY
 AX0770'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE
 AX0770'SOUTHEAST OF A FARM HOUSE ON THE NORTHEAST SIDE OF ROAD, AND ABOUT 0.2
 AX0770'MILE SOUTHEAST OF A SMALL WOODEN CULVERT.  IT IS 24.0 FEET SOUTHWEST
 AX0770'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 5.8 FEET
 AX0770'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTHWEST OF A
 AX0770'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT. STAMPED S
 AX0770'868 1943.
 AX0770
 AX0770                          STATION RECOVERY (1997)
 AX0770
 AX0770'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0868 ***********************************************************************
 AX0868  DESIGNATION -  S 869
 AX0868  PID         -  AX0868
 AX0868  STATE/COUNTY-  TX/JACKSON
 AX0868  USGS QUAD   -  NAVIDAD (1981)
 AX0868
 AX0868                         *CURRENT SURVEY CONTROL
 AX0868  ___________________________________________________________________
 AX0868* NAD 83(1986)-  29 03 37.     (N)    096 51 04.     (W)     SCALED    
 AX0868* NAVD 88     -        32.67   (+/-2cm)     107.2    (feet)  VERTCON   
 AX0868  ___________________________________________________________________
 AX0868  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0868
 AX0868  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0868
 AX0868.The horizontal coordinates were scaled from a topographic map and have
 AX0868.an estimated accuracy of +/- 6 seconds.
 AX0868
 AX0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0868.The vertical order pertains to the NGVD 29 superseded value.
 AX0868
 AX0868.The geoid height was determined by GEOID03.
 AX0868
 AX0868;                    North         East    Units  Estimated Accuracy
 AX0868;SPC TXSC     - 4,137,900.      809,230.      MT  (+/- 180 meters Scaled)
 AX0868
 AX0868                          SUPERSEDED SURVEY CONTROL
 AX0868
 AX0868  NGVD 29 (??/??/92)   32.703  (m)          107.29   (f) ADJ UNCH    2 0
 AX0868
 AX0868.Superseded values are not recommended for survey control.
 AX0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0868.See file dsdata.txt to determine how the superseded data were derived.
 AX0868
 AX0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT092165(NAD 83)
 AX0868_MARKER: DB = BENCH MARK DISK
 AX0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0868_STAMPING: S 869 1943
 AX0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0868+STABILITY: SURFACE MOTION
 AX0868
 AX0868  HISTORY     - Date     Condition        Report By
 AX0868  HISTORY     - 1943     MONUMENTED       CGS
 AX0868  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX0868
 AX0868                          STATION DESCRIPTION
 AX0868
 AX0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0868'6.25 MI W FROM NAVIDAD.
 AX0868'TO REACH FROM THE SCHOOL AT NAVIDAD-- PROCEED 6.25 MILES WESTERLY
 AX0868'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE
 AX0868'EAST OF A CATTLE GUARD AND A CROSS ROAD INTERSECTION, 36.0 FEET SOUTH
 AX0868'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, AND 2.5
 AX0868'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AX0868'FOOT.
 AX0868
 AX0868                          STATION RECOVERY (1964)
 AX0868
 AX0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0812 ***********************************************************************
 BL0812  DESIGNATION -  S 87
 BL0812  PID         -  BL0812
 BL0812  STATE/COUNTY-  TX/WALKER
 BL0812  USGS QUAD   -  PHELPS (1976)
 BL0812
 BL0812                         *CURRENT SURVEY CONTROL
 BL0812  ___________________________________________________________________
 BL0812* NAD 83(1986)-  30 42 25.     (N)    095 26 03.     (W)     SCALED    
 BL0812* NAVD 88     -       124.45   (+/-2cm)     408.3    (feet)  VERTCON   
 BL0812  ___________________________________________________________________
 BL0812  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BL0812
 BL0812  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0812
 BL0812.The horizontal coordinates were scaled from a topographic map and have
 BL0812.an estimated accuracy of +/- 6 seconds.
 BL0812
 BL0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0812.The vertical order pertains to the NGVD 29 superseded value.
 BL0812
 BL0812.The geoid height was determined by GEOID03.
 BL0812
 BL0812;                    North         East    Units  Estimated Accuracy
 BL0812;SPC TX C     - 3,125,650.    1,169,120.      MT  (+/- 180 meters Scaled)
 BL0812
 BL0812                          SUPERSEDED SURVEY CONTROL
 BL0812
 BL0812  NGVD 29 (??/??/92)  124.459  (m)          408.33   (f) ADJ UNCH    1 1
 BL0812
 BL0812.Superseded values are not recommended for survey control.
 BL0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0812.See file dsdata.txt to determine how the superseded data were derived.
 BL0812
 BL0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP668996(NAD 83)
 BL0812_MARKER: DB = BENCH MARK DISK
 BL0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0812_SP_SET: FOUNDATION
 BL0812_STAMPING: S 87 1932 408.795
 BL0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0812
 BL0812  HISTORY     - Date     Condition        Report By
 BL0812  HISTORY     - 1932     MONUMENTED       CGS
 BL0812  HISTORY     - 1973     GOOD             NGS
 BL0812  HISTORY     - 1978     GOOD             NGS
 BL0812  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0812
 BL0812                          STATION DESCRIPTION
 BL0812
 BL0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0812'1.05 MI NE FROM PHELPS.
 BL0812'ABOUT 1.05 MILES NORTHEAST ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0812'CROSSING OF SPUR 2296, SET IN THE TOP OF THE CONCRETE FOUNDATION OF
 BL0812'THE 3-CENTER COLUMNS SUPPORTING THE NORTHWEST PORTION OF US HIGHWAY
 BL0812'190 OVERPASS, 6.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 7.2 FEET
 BL0812'NORTHEAST OF THE CENTER LINE OF THE CENTER NORTHWEST COLUMN, AND ABOUT
 BL0812'1 FOOT BELOW THE LEVEL OF THE RAIL.
 BL0812
 BL0812                          STATION RECOVERY (1978)
 BL0812
 BL0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0812'RECOVERED IN GOOD CONDITION.
 BL0812
 BL0812                          STATION RECOVERY (1987)
 BL0812
 BL0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0812'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0851 ***********************************************************************
 AX0851  DESIGNATION -  S 870
 AX0851  PID         -  AX0851
 AX0851  STATE/COUNTY-  TX/VICTORIA
 AX0851  USGS QUAD   -  PECK BRANCH (1981)
 AX0851
 AX0851                         *CURRENT SURVEY CONTROL
 AX0851  ___________________________________________________________________
 AX0851* NAD 83(1986)-  29 02 40.     (N)    096 58 01.     (W)     SCALED    
 AX0851* NAVD 88     -        45.09   (+/-2cm)     147.9    (feet)  VERTCON   
 AX0851  ___________________________________________________________________
 AX0851  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0851
 AX0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0851
 AX0851.The horizontal coordinates were scaled from a topographic map and have
 AX0851.an estimated accuracy of +/- 6 seconds.
 AX0851
 AX0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0851.The vertical order pertains to the NGVD 29 superseded value.
 AX0851
 AX0851.The geoid height was determined by GEOID03.
 AX0851
 AX0851;                    North         East    Units  Estimated Accuracy
 AX0851;SPC TXSC     - 4,135,950.      797,980.      MT  (+/- 180 meters Scaled)
 AX0851
 AX0851                          SUPERSEDED SURVEY CONTROL
 AX0851
 AX0851  NGVD 29 (??/??/92)   45.118  (m)          148.02   (f) ADJ UNCH    2 0
 AX0851
 AX0851.Superseded values are not recommended for survey control.
 AX0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0851.See file dsdata.txt to determine how the superseded data were derived.
 AX0851
 AX0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT979146(NAD 83)
 AX0851_MARKER: DB = BENCH MARK DISK
 AX0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0851_STAMPING: S 870 1943
 AX0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0851+STABILITY: SURFACE MOTION
 AX0851
 AX0851  HISTORY     - Date     Condition        Report By
 AX0851  HISTORY     - 1943     MONUMENTED       CGS
 AX0851
 AX0851                          STATION DESCRIPTION
 AX0851
 AX0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0851'17.3 MI NW FROM INEZ.
 AX0851'TO REACH FROM THE RAILROAD STATION AT INEZ-- PROCEED 17.3 MILES
 AX0851'NORTHWESTERLY ALONG THE SALEM-INEZ-FORDTRAN ROAD TO SIT E OF BENCH
 AX0851'MARK.  BENCH MARK IS ABOUT 0.4 MILE NORTHWEST OF A LARGE CONCRETE
 AX0851'CULVERT, AND ABOUT 0.4 MILE SOUTHEAST OF A SMALL WHITE FRAME HOUSE ON
 AX0851'THE NORTHEAST SIDE OF ROAD.  IT IS 29.0 FEET NORTHEAST OF AND ABOUT
 AX0851'THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 7.0 FEET NORTHEAST OF A
 AX0851'FENCE CORNER, 2.0 FEET SOUTHEAST OF A FENCE, AND 2.7 FEET NORTHEAST OF
 AX0851'A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0781 ***********************************************************************
 AB0781  DESIGNATION -  S 871
 AB0781  PID         -  AB0781
 AB0781  STATE/COUNTY-  TX/CAMERON
 AB0781  USGS QUAD   -  LA FERIA (1970)
 AB0781
 AB0781                         *CURRENT SURVEY CONTROL
 AB0781  ___________________________________________________________________
 AB0781* NAD 83(1986)-  26 09 09.     (N)    097 50 48.     (W)     SCALED    
 AB0781* NAVD 88     -        17.019  (meters)      55.84   (feet)  ADJUSTED  
 AB0781  ___________________________________________________________________
 AB0781  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AB0781  DYNAMIC HT  -          16.991 (meters)      55.74  (feet)  COMP
 AB0781  MODELED GRAV-     979,020.9   (mgal)                       NAVD 88
 AB0781
 AB0781  VERT ORDER  -  FIRST     CLASS II
 AB0781
 AB0781.The horizontal coordinates were scaled from a topographic map and have
 AB0781.an estimated accuracy of +/- 6 seconds.
 AB0781
 AB0781.The orthometric height was determined by differential leveling
 AB0781.and adjusted by the National Geodetic Survey in June 1991..
 AB0781
 AB0781.The geoid height was determined by GEOID03.
 AB0781
 AB0781.The dynamic height is computed by dividing the NAVD 88
 AB0781.geopotential number by the normal gravity value computed on the
 AB0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0781.degrees latitude (g = 980.6199 gals.).
 AB0781
 AB0781.The modeled gravity was interpolated from observed gravity values.
 AB0781
 AB0781;                    North         East    Units  Estimated Accuracy
 AB0781;SPC TX S     - 5,054,000.      365,330.      MT  (+/- 180 meters Scaled)
 AB0781
 AB0781                          SUPERSEDED SURVEY CONTROL
 AB0781
 AB0781.No superseded survey control is available for this station.
 AB0781
 AB0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP152930(NAD 83)
 AB0781_MARKER: DB = BENCH MARK DISK
 AB0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0781_SP_SET: CULVERT
 AB0781_STAMPING: S 871 1943
 AB0781_MARK LOGO: CGS   
 AB0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0781+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 AB0781
 AB0781  HISTORY     - Date     Condition        Report By
 AB0781  HISTORY     - 1943     MONUMENTED       CGS
 AB0781  HISTORY     - 1981     GOOD             NGS
 AB0781  HISTORY     - 1987     GOOD             USPSQD
 AB0781  HISTORY     - 1988     GOOD             USPSQD
 AB0781  HISTORY     - 19910416 GOOD             USPSQD
 AB0781  HISTORY     - 19930123 GOOD             USPSQD
 AB0781  HISTORY     - 20040209 GOOD             GEOCAC
 AB0781
 AB0781                          STATION DESCRIPTION
 AB0781
 AB0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0781'1.4 MI W FROM LA FERIA.
 AB0781'BENCH MARK IS ABOUT 1.4 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AB0781'RAILROAD FROM THE OLD CAMERON COUNTY BANK BUILDING AT LA FERIA.  IT IS
 AB0781'ABOUT 2 POLES WEST OF MILE POLE NO. 9-20, 50.0 FEET SOUTH OF THE
 AB0781'CENTERLINE OF THE TRACKS, 30.0 FEET NORTH OF THE CENTERLINE OF U. S.
 AB0781'HIGHWAY NO. 83 AND IS SET HORIZONTALLY IN THE WEST END OF THE NORTH
 AB0781'HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0781
 AB0781                          STATION RECOVERY (1981)
 AB0781
 AB0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0781'2.5 KM (1.55 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB0781'OF FARM ROAD 506 IN LA FERIA, ALSO 0.2 KM (0.1 MI) EAST OF FARM ROAD
 AB0781'2556, SET IN THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER
 AB0781'THE HIGHWAY, 9.1 METERS (30.0 FT) NORTH OF THE CENTERLINE OF THE
 AB0781'HIGHWAY, 14.9 METERS (49.0 FT) SOUTH OF THE SOUTH RAIL OF THE MISSOURI
 AB0781'PACIFIC RAILROAD.
 AB0781
 AB0781                          STATION RECOVERY (1987)
 AB0781
 AB0781'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0781'RECOVERED IN GOOD CONDITION.
 AB0781
 AB0781                          STATION RECOVERY (1988)
 AB0781
 AB0781'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0781'RECOVERED IN GOOD CONDITION.
 AB0781
 AB0781                          STATION RECOVERY (1991)
 AB0781
 AB0781'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0781'RECOVERED IN GOOD CONDITION.
 AB0781
 AB0781                          STATION RECOVERY (1993)
 AB0781
 AB0781'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0781'RECOVERED IN GOOD CONDITION.
 AB0781
 AB0781                          STATION RECOVERY (2004)
 AB0781
 AB0781'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0781'GOOD CONDTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0368 ***********************************************************************
 AE0368  DESIGNATION -  S 872
 AE0368  PID         -  AE0368
 AE0368  STATE/COUNTY-  TX/HIDALGO
 AE0368  USGS QUAD   -  MISSION (1983)
 AE0368
 AE0368                         *CURRENT SURVEY CONTROL
 AE0368  ___________________________________________________________________
 AE0368* NAD 83(1986)-  26 12 43.     (N)    098 18 07.     (W)     SCALED    
 AE0368* NAVD 88     -        40.304  (meters)     132.23   (feet)  ADJUSTED  
 AE0368  ___________________________________________________________________
 AE0368  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0368  DYNAMIC HT  -          40.237 (meters)     132.01  (feet)  COMP
 AE0368  MODELED GRAV-     978,992.2   (mgal)                       NAVD 88
 AE0368
 AE0368  VERT ORDER  -  FIRST     CLASS II
 AE0368
 AE0368.The horizontal coordinates were scaled from a topographic map and have
 AE0368.an estimated accuracy of +/- 6 seconds.
 AE0368
 AE0368.The orthometric height was determined by differential leveling
 AE0368.and adjusted by the National Geodetic Survey in June 1991..
 AE0368.WARNING-Repeat measurements at this control monument indicate possible
 AE0368.vertical movement.
 AE0368
 AE0368.The geoid height was determined by GEOID03.
 AE0368
 AE0368.The dynamic height is computed by dividing the NAVD 88
 AE0368.geopotential number by the normal gravity value computed on the
 AE0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0368.degrees latitude (g = 980.6199 gals.).
 AE0368
 AE0368.The modeled gravity was interpolated from observed gravity values.
 AE0368
 AE0368;                    North         East    Units  Estimated Accuracy
 AE0368;SPC TX S     - 5,060,430.      319,790.      MT  (+/- 180 meters Scaled)
 AE0368
 AE0368                          SUPERSEDED SURVEY CONTROL
 AE0368
 AE0368.No superseded survey control is available for this station.
 AE0368
 AE0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP697993(NAD 83)
 AE0368_MARKER: DB = BENCH MARK DISK
 AE0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0368_STAMPING: S 872 1943
 AE0368_MARK LOGO: CGS   
 AE0368_PROJECTION: RECESSED 8 CENTIMETERS
 AE0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0368+STABILITY: SURFACE MOTION
 AE0368
 AE0368  HISTORY     - Date     Condition        Report By
 AE0368  HISTORY     - 1943     MONUMENTED       CGS
 AE0368  HISTORY     - 1981     GOOD             NGS
 AE0368  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0368  HISTORY     - 19920409 MARK NOT FOUND   USPSQD
 AE0368  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 AE0368
 AE0368                          STATION DESCRIPTION
 AE0368
 AE0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0368'1.4 MI E FROM MISSION.
 AE0368'BENCH MARK IS ABOUT 1.4 MILES EASTERLY ALONG THE MISSOURI PACIFIC
 AE0368'RAILROAD FROM THE STATION AT MISSION, ABOUT 80.0 FEET WEST OF THE
 AE0368'STEWART ROAD CROSSING, 40.0 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE
 AE0368'CENTERLINE OF THE TRACKS.  IT IS 4.0 FEET WEST OF TELEPHONE POLE NO.
 AE0368'1424, 30.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 83 AND 3.0
 AE0368'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AE0368'FOOT.
 AE0368
 AE0368                          STATION RECOVERY (1981)
 AE0368
 AE0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0368'3.0 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS EASTBOUND FROM
 AE0368'JUNCTION OF FARM ROAD 107 NORTH AT MISSION, AT THE JUNCTION OF STEWARD
 AE0368'ROAD, 9.1 METERS (30.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AE0368'24.4 METERS (80.0 FT) WEST OF THE CENTER OF THE ROAD, 11.9 METERS
 AE0368'(39.0 FT) SOUTH OF THE SOUTH RAIL, AND 1.5 METERS (5.0 FT) WEST OF
 AE0368'TELEPHONE POLE NUMBER 1424.
 AE0368
 AE0368                          STATION RECOVERY (1987)
 AE0368
 AE0368'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0368'MARK NOT FOUND.
 AE0368
 AE0368                          STATION RECOVERY (1992)
 AE0368
 AE0368'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0368'MARK NOT FOUND.
 AE0368
 AE0368                          STATION RECOVERY (2004)
 AE0368
 AE0368'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0595 ***********************************************************************
 AE0595  DESIGNATION -  S 873
 AE0595  PID         -  AE0595
 AE0595  STATE/COUNTY-  TX/STARR
 AE0595  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0595
 AE0595                         *CURRENT SURVEY CONTROL
 AE0595  ___________________________________________________________________
 AE0595* NAD 83(1986)-  26 21 17.     (N)    098 46 12.     (W)     SCALED    
 AE0595* NAVD 88     -        48.104  (meters)     157.82   (feet)  ADJUSTED  
 AE0595  ___________________________________________________________________
 AE0595  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AE0595  DYNAMIC HT  -          48.025 (meters)     157.56  (feet)  COMP
 AE0595  MODELED GRAV-     978,994.8   (mgal)                       NAVD 88
 AE0595
 AE0595  VERT ORDER  -  FIRST     CLASS II
 AE0595
 AE0595.The horizontal coordinates were scaled from a topographic map and have
 AE0595.an estimated accuracy of +/- 6 seconds.
 AE0595
 AE0595.The orthometric height was determined by differential leveling
 AE0595.and adjusted by the National Geodetic Survey in June 1991..
 AE0595
 AE0595.The geoid height was determined by GEOID03.
 AE0595
 AE0595.The dynamic height is computed by dividing the NAVD 88
 AE0595.geopotential number by the normal gravity value computed on the
 AE0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0595.degrees latitude (g = 980.6199 gals.).
 AE0595
 AE0595.The modeled gravity was interpolated from observed gravity values.
 AE0595
 AE0595;                    North         East    Units  Estimated Accuracy
 AE0595;SPC TX S     - 5,076,260.      273,050.      MT  (+/- 180 meters Scaled)
 AE0595
 AE0595                          SUPERSEDED SURVEY CONTROL
 AE0595
 AE0595  NGVD 29 (??/??/92)   48.163  (m)          158.01   (f) ADJ UNCH    1 2
 AE0595
 AE0595.Superseded values are not recommended for survey control.
 AE0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0595.See file dsdata.txt to determine how the superseded data were derived.
 AE0595
 AE0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ229149(NAD 83)
 AE0595_MARKER: DB = BENCH MARK DISK
 AE0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0595_SP_SET: CULVERT
 AE0595_STAMPING: S 873 1943
 AE0595_MARK LOGO: CGS   
 AE0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0595
 AE0595  HISTORY     - Date     Condition        Report By
 AE0595  HISTORY     - 1943     MONUMENTED       CGS
 AE0595  HISTORY     - 1956     GOOD             NGS
 AE0595  HISTORY     - 1981     GOOD             NGS
 AE0595
 AE0595                          STATION DESCRIPTION
 AE0595
 AE0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0595'3.3 MI SE FROM RIO GRANDE CITY.
 AE0595'2.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0595'GRANDE CITY, THENCE 0.45 MILE EAST ALONG OLD U.S. HIGHWAY 83, 12 FEET
 AE0595'NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, AT THE CENTER OF A CURVE
 AE0595'IN THE OLD HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH
 AE0595'HEADWALL OF A 3 CHANNEL CONCRETE CULVERT.
 AE0595
 AE0595                          STATION RECOVERY (1981)
 AE0595
 AE0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1119 ***********************************************************************
 AN1119  DESIGNATION -  S 874
 AN1119  PID         -  AN1119
 AN1119  STATE/COUNTY-  TX/DE WITT
 AN1119  USGS QUAD   -  YORKTOWN EAST (1987)
 AN1119
 AN1119                         *CURRENT SURVEY CONTROL
 AN1119  ___________________________________________________________________
 AN1119* NAD 83(1986)-  28 53 56.     (N)    097 29 05.     (W)     SCALED    
 AN1119* NAVD 88     -       103.36   (+/-2cm)     339.1    (feet)  VERTCON   
 AN1119  ___________________________________________________________________
 AN1119  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1119
 AN1119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1119
 AN1119.The horizontal coordinates were scaled from a topographic map and have
 AN1119.an estimated accuracy of +/- 6 seconds.
 AN1119
 AN1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1119.The vertical order pertains to the NGVD 29 superseded value.
 AN1119
 AN1119.The geoid height was determined by GEOID03.
 AN1119
 AN1119;                    North         East    Units  Estimated Accuracy
 AN1119;SPC TXSC     - 4,119,050.      747,770.      MT  (+/- 180 meters Scaled)
 AN1119
 AN1119                          SUPERSEDED SURVEY CONTROL
 AN1119
 AN1119  NGVD 29 (??/??/92)  103.37   (m)          339.1    (f) COMPUTED    2 0
 AN1119
 AN1119.Superseded values are not recommended for survey control.
 AN1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1119.See file dsdata.txt to determine how the superseded data were derived.
 AN1119
 AN1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS477977(NAD 83)
 AN1119_MARKER: DB = BENCH MARK DISK
 AN1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1119_SP_SET: CULVERT
 AN1119_STAMPING: S 874 1943
 AN1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1119
 AN1119  HISTORY     - Date     Condition        Report By
 AN1119  HISTORY     - 1943     MONUMENTED       CGS
 AN1119  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1119
 AN1119                          STATION DESCRIPTION
 AN1119
 AN1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1119'6.0 MI SE FROM YORKTOWN.
 AN1119'TO REACH FROM THE HIGH SCHOOL AT YORKTOWN-- PROCEED 6.0 MILES
 AN1119'SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK. BENCH
 AN1119'MARK IS 15.0 FEET NORTHEAST OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE
 AN1119'OF HIGHWAY, AND SET HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST
 AN1119'HEADWALL OF A CONCRETE CULVERT.  NOTE-- 4.3 MILES NW OF MAIN ROAD INT.
 AN1119'AT WEESATCHE (STADIA).
 AN1119
 AN1119                          STATION RECOVERY (1990)
 AN1119
 AN1119'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3533 ***********************************************************************
 AW3533  DESIGNATION -  S 875
 AW3533  PID         -  AW3533
 AW3533  STATE/COUNTY-  TX/HARRIS
 AW3533  USGS QUAD   -  HIGHLANDS (1995)
 AW3533
 AW3533                         *CURRENT SURVEY CONTROL
 AW3533  ___________________________________________________________________
 AW3533* NAD 83(1986)-  29 45 42.     (N)    095 04 52.     (W)     SCALED    
 AW3533* NAVD 88     -         0.34   (+/-2cm)       1.1    (feet)  VERTCON   
 AW3533  ___________________________________________________________________
 AW3533  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3533
 AW3533  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3533
 AW3533.The horizontal coordinates were scaled from a topographic map and have
 AW3533.an estimated accuracy of +/- 6 seconds.
 AW3533
 AW3533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3533.The vertical order pertains to the NGVD 29 superseded value.
 AW3533
 AW3533.The geoid height was determined by GEOID03.
 AW3533
 AW3533;                    North         East    Units  Estimated Accuracy
 AW3533;SPC TXSC     - 4,220,060.      978,910.      MT  (+/- 180 meters Scaled)
 AW3533
 AW3533                          SUPERSEDED SURVEY CONTROL
 AW3533
 AW3533  NGVD 29 (??/??/92)    0.342  (m)            1.12   (f) ADJ UNCH    1 2
 AW3533
 AW3533.Superseded values are not recommended for survey control.
 AW3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3533.See file dsdata.txt to determine how the superseded data were derived.
 AW3533
 AW3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN987941(NAD 83)
 AW3533_MARKER: DB = BENCH MARK DISK
 AW3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3533_STAMPING: S 875 1943
 AW3533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3533+STABILITY: SURFACE MOTION
 AW3533
 AW3533  HISTORY     - Date     Condition        Report By
 AW3533  HISTORY     - 1943     MONUMENTED       CGS
 AW3533  HISTORY     - 1964     GOOD             NGS
 AW3533  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW3533  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW3533  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW3533
 AW3533                          STATION DESCRIPTION
 AW3533
 AW3533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3533'IN LYNCHBURG.
 AW3533'ABOUT 87 YARDS SOUTHWEST OF THE FERRY LANDING AT LYNCHBURG, 35 1/2
 AW3533'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 134, 70 FEET WEST
 AW3533'ACROSS THE HIGHWAY FROM LIGHT POLE NUMBER 13, AND SET IN THE TOP OF A
 AW3533'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THIS BENCH MARK IS
 AW3533'UNDERWATER DURING HIGH TIDE.  NOTE-- LIGHT POLE NO. 13 IS NOT THERE SO
 AW3533'AN EXACT LOCATION COULD NOT BE DETERMINED FOR AN ATTEMPT AT UNCOVERING
 AW3533'THE BM.  THE ADJACENT HIGHWAY HAS BEEN BUILT UP AND THE BM HAS BEEN
 AW3533'COVERED BY LAND FILL.
 AW3533
 AW3533                          STATION RECOVERY (1967)
 AW3533
 AW3533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW3533'MARK NOT FOUND.
 AW3533
 AW3533                          STATION RECOVERY (2004)
 AW3533
 AW3533'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3533'GPS SHOWS THIS MARK IS UNDER WATER.
 AW3533
 AW3533                          STATION RECOVERY (2005)
 AW3533
 AW3533'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3533'UNDER THE CHANNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1615 ***********************************************************************
 AN1615  DESIGNATION -  S 876
 AN1615  PID         -  AN1615
 AN1615  STATE/COUNTY-  TX/BEE
 AN1615  USGS QUAD   -  TULETA (1987)
 AN1615
 AN1615                         *CURRENT SURVEY CONTROL
 AN1615  ___________________________________________________________________
 AN1615* NAD 83(1986)-  28 33 16.     (N)    097 47 34.     (W)     SCALED    
 AN1615* NAVD 88     -        84.134  (meters)     276.03   (feet)  ADJUSTED  
 AN1615  ___________________________________________________________________
 AN1615  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN1615  DYNAMIC HT  -          84.009 (meters)     275.62  (feet)  COMP
 AN1615  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AN1615
 AN1615  VERT ORDER  -  FIRST     CLASS II
 AN1615
 AN1615.The horizontal coordinates were scaled from a topographic map and have
 AN1615.an estimated accuracy of +/- 6 seconds.
 AN1615
 AN1615.The orthometric height was determined by differential leveling
 AN1615.and adjusted by the National Geodetic Survey in June 1991..
 AN1615.WARNING-Repeat measurements at this control monument indicate possible
 AN1615.vertical movement.
 AN1615
 AN1615.The geoid height was determined by GEOID03.
 AN1615
 AN1615.The dynamic height is computed by dividing the NAVD 88
 AN1615.geopotential number by the normal gravity value computed on the
 AN1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1615.degrees latitude (g = 980.6199 gals.).
 AN1615
 AN1615.The modeled gravity was interpolated from observed gravity values.
 AN1615
 AN1615;                    North         East    Units  Estimated Accuracy
 AN1615;SPC TXSC     - 4,080,530.      718,120.      MT  (+/- 180 meters Scaled)
 AN1615
 AN1615                          SUPERSEDED SURVEY CONTROL
 AN1615
 AN1615  NGVD 29 (??/??/92)   84.113  (m)          275.96   (f) ADJ UNCH    1 2
 AN1615
 AN1615.Superseded values are not recommended for survey control.
 AN1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1615.See file dsdata.txt to determine how the superseded data were derived.
 AN1615
 AN1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS180592(NAD 83)
 AN1615_MARKER: DB = BENCH MARK DISK
 AN1615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1615_SP_SET: CULVERT
 AN1615_STAMPING: S 876 1943
 AN1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1615
 AN1615  HISTORY     - Date     Condition        Report By
 AN1615  HISTORY     - 1943     MONUMENTED       CGS
 AN1615  HISTORY     - 1981     GOOD             NGS
 AN1615  HISTORY     - 1987     GOOD             USPSQD
 AN1615
 AN1615                          STATION DESCRIPTION
 AN1615
 AN1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1615'1.8 MI N FROM PETTUS.
 AN1615'1.8 MILES NORTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1615'NORMANNA, BEE COUNTY, 9 POLES NORTH OF MILEPOST 82, OPPOSITE THE SOUTH
 AN1615'END OF TRESTLE 81.70, 64 FEET WEST OF THE CENTERLINE OF THE TRACK, AT
 AN1615'A 5- BY 16-FOOT QUADRUPLE CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 181,
 AN1615'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, 43.5 FEET EAST OF
 AN1615'THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY. A STANDARD
 AN1615'DISK.
 AN1615
 AN1615                          STATION RECOVERY (1981)
 AN1615
 AN1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1615'7.4 KM (4.6 MI) SOUTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF FARM
 AN1615'ROAD 623 IN PETTUS, AT A FOUR CHANNEL CONCRETE CULVERT UNDER THE
 AN1615'HIGHWAY, 13.4 METERS (44.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 AN1615'HIGHWAY, 18.9 METERS (62.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST RAIL OF
 AN1615'THE SOUTHERN PACIFIC RAILROAD, 0.3 METER (1.0 FT) SOUTH OF THE NORTH
 AN1615'END OF THE EAST CONCRETE HEADWALL OF THE CULVERT.
 AN1615'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 AN1615
 AN1615                          STATION RECOVERY (1987)
 AN1615
 AN1615'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1712 ***********************************************************************
 AN1712  DESIGNATION -  S 877
 AN1712  PID         -  AN1712
 AN1712  STATE/COUNTY-  TX/GOLIAD
 AN1712  USGS QUAD   -  BERCLAIR NW (1987)
 AN1712
 AN1712                         *CURRENT SURVEY CONTROL
 AN1712  ___________________________________________________________________
 AN1712* NAD 83(1986)-  28 44 23.     (N)    097 37 51.     (W)     SCALED    
 AN1712* NAVD 88     -        67.59   (+/-2cm)     221.8    (feet)  VERTCON   
 AN1712  ___________________________________________________________________
 AN1712  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1712
 AN1712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1712
 AN1712.The horizontal coordinates were scaled from a topographic map and have
 AN1712.an estimated accuracy of +/- 6 seconds.
 AN1712
 AN1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1712.The vertical order pertains to the NGVD 29 superseded value.
 AN1712
 AN1712.The geoid height was determined by GEOID03.
 AN1712
 AN1712;                    North         East    Units  Estimated Accuracy
 AN1712;SPC TXSC     - 4,101,240.      733,730.      MT  (+/- 180 meters Scaled)
 AN1712
 AN1712                          SUPERSEDED SURVEY CONTROL
 AN1712
 AN1712  NGVD 29 (??/??/92)   67.601  (m)          221.79   (f) ADJ UNCH    2 0
 AN1712
 AN1712.Superseded values are not recommended for survey control.
 AN1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1712.See file dsdata.txt to determine how the superseded data were derived.
 AN1712
 AN1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS336799(NAD 83)
 AN1712_MARKER: DB = BENCH MARK DISK
 AN1712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1712_SP_SET: CULVERT
 AN1712_STAMPING: S 877 1943
 AN1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1712
 AN1712  HISTORY     - Date     Condition        Report By
 AN1712  HISTORY     - 1943     MONUMENTED       CGS
 AN1712
 AN1712                          STATION DESCRIPTION
 AN1712
 AN1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1712'0.95 MI SW FROM CHARCO.
 AN1712'TO REACH FROM THE FOUR CORNERS AT CHARCO, PROCEED 0.95 MILE
 AN1712'SOUTHWESTERLY ALONG A WIDE DIRT ROAD TO A CONCRETE CULVERT AND SITE OF
 AN1712'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AN1712'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 4X4 FOOT CONCRETE BOX
 AN1712'CULVERT UNDER THE ROAD.  IT IS 20.8 FEET SOUTHEAST OF AND ABOUT 2.0
 AN1712'FEET BELOW THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1767 ***********************************************************************
 AN1767  DESIGNATION -  S 878
 AN1767  PID         -  AN1767
 AN1767  STATE/COUNTY-  TX/GOLIAD
 AN1767  USGS QUAD   -  BERCLAIR (1987)
 AN1767
 AN1767                         *CURRENT SURVEY CONTROL
 AN1767  ___________________________________________________________________
 AN1767* NAD 83(1986)-  28 32 11.     (N)    097 36 14.     (W)     SCALED    
 AN1767* NAVD 88     -        62.85   (+/-2cm)     206.2    (feet)  VERTCON   
 AN1767  ___________________________________________________________________
 AN1767  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1767
 AN1767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1767
 AN1767.The horizontal coordinates were scaled from a topographic map and have
 AN1767.an estimated accuracy of +/- 6 seconds.
 AN1767
 AN1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1767.The vertical order pertains to the NGVD 29 superseded value.
 AN1767
 AN1767.The geoid height was determined by GEOID03.
 AN1767
 AN1767;                    North         East    Units  Estimated Accuracy
 AN1767;SPC TXSC     - 4,078,740.      736,630.      MT  (+/- 180 meters Scaled)
 AN1767
 AN1767                          SUPERSEDED SURVEY CONTROL
 AN1767
 AN1767  NGVD 29 (??/??/92)   62.88   (m)          206.3    (f) COMPUTED    2 0
 AN1767
 AN1767.Superseded values are not recommended for survey control.
 AN1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1767.See file dsdata.txt to determine how the superseded data were derived.
 AN1767
 AN1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS365574(NAD 83)
 AN1767_MARKER: DB = BENCH MARK DISK
 AN1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1767_STAMPING: S 878 1943
 AN1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1767+STABILITY: SURFACE MOTION
 AN1767
 AN1767  HISTORY     - Date     Condition        Report By
 AN1767  HISTORY     - 1943     MONUMENTED       CGS
 AN1767
 AN1767                          STATION DESCRIPTION
 AN1767
 AN1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1767'1.1 MI NW FROM BERCLAIR.
 AN1767'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AN1767'STATION AT BERCLAIR, PROCEED 0.25 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1767'TO A DIRT ROAD CROSSING, THENCE 0.85 MILE NORTHWESTERLY ALONG A DIRT
 AN1767'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.05 MILE NORTHWEST OF A
 AN1767'WOODEN CULVERT UNDER THE ROAD.  IT IS 26.1 FEET NORTHEAST OF AND ABOUT
 AN1767'1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 6.4 FEET NORTHEAST OF THE
 AN1767'NORTHEAST RIGHT-OF-WAY FENCE AND 2.6 FEET SOUTHEAST OF A 4X4 INCH
 AN1767'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1768 ***********************************************************************
 AN1768  DESIGNATION -  S 878 RESET 1952
 AN1768  PID         -  AN1768
 AN1768  STATE/COUNTY-  TX/GOLIAD
 AN1768  USGS QUAD   -  BERCLAIR (1987)
 AN1768
 AN1768                         *CURRENT SURVEY CONTROL
 AN1768  ___________________________________________________________________
 AN1768* NAD 83(1986)-  28 32 12.     (N)    097 36 13.     (W)     SCALED    
 AN1768* NAVD 88     -        62.76   (+/-2cm)     205.9    (feet)  VERTCON   
 AN1768  ___________________________________________________________________
 AN1768  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1768
 AN1768  VERT ORDER  -  THIRD (See Below)
 AN1768
 AN1768.The horizontal coordinates were scaled from a topographic map and have
 AN1768.an estimated accuracy of +/- 6 seconds.
 AN1768
 AN1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1768.The vertical order pertains to the NGVD 29 superseded value.
 AN1768
 AN1768.The geoid height was determined by GEOID03.
 AN1768
 AN1768;                    North         East    Units  Estimated Accuracy
 AN1768;SPC TXSC     - 4,078,770.      736,660.      MT  (+/- 180 meters Scaled)
 AN1768
 AN1768                          SUPERSEDED SURVEY CONTROL
 AN1768
 AN1768  NGVD 29 (??/??/??)   62.78   (m)          206.0    (f) RESET       3  
 AN1768
 AN1768.Superseded values are not recommended for survey control.
 AN1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1768.See file dsdata.txt to determine how the superseded data were derived.
 AN1768
 AN1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS366574(NAD 83)
 AN1768_MARKER: DB = BENCH MARK DISK
 AN1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1768_STAMPING: S 878 RESET
 AN1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1768+STABILITY: SURFACE MOTION
 AN1768
 AN1768  HISTORY     - Date     Condition        Report By
 AN1768  HISTORY     - 1952     MONUMENTED       TXHD
 AN1768
 AN1768                          STATION DESCRIPTION
 AN1768
 AN1768'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 AN1768'1.2 MI NW FROM BERCLAIR.
 AN1768'1/4 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1768'STATION AT BERCLAIR, GOLIAD COUNTY, THENCE 0.9 MILE NORTHWEST ALONG
 AN1768'FARM-TO-MARKET HIGHWAY 883.  0.05 MILE NORTHWEST OF A MULTIPLE 24-INCH
 AN1768'CONCRETE-PIPE CULVERT, 43 FEET NORTH OF THE CENTER LINE OF THE
 AN1768'HIGHWAY, 2.5 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 4 FEET WEST
 AN1768'OF A WHITE WOODEN WITNESS POST, AND ABOUT 0.5 FOOT LOWER THAN THE
 AN1768'HIGHWAY.  A STANDARD DISK, STAMPED S 878 RESET AND SET IN THE TOP OF A
 AN1768'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1803 ***********************************************************************
 AN1803  DESIGNATION -  S 879
 AN1803  PID         -  AN1803
 AN1803  STATE/COUNTY-  TX/GOLIAD
 AN1803  USGS QUAD   -  BERCLAIR (1987)
 AN1803
 AN1803                         *CURRENT SURVEY CONTROL
 AN1803  ___________________________________________________________________
 AN1803* NAD 83(1986)-  28 33 08.     (N)    097 33 10.     (W)     SCALED    
 AN1803* NAVD 88     -        67.68   (+/-2cm)     222.0    (feet)  VERTCON   
 AN1803  ___________________________________________________________________
 AN1803  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN1803
 AN1803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1803
 AN1803.The horizontal coordinates were scaled from a topographic map and have
 AN1803.an estimated accuracy of +/- 6 seconds.
 AN1803
 AN1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1803.The vertical order pertains to the NGVD 29 superseded value.
 AN1803
 AN1803.The geoid height was determined by GEOID03.
 AN1803
 AN1803;                    North         East    Units  Estimated Accuracy
 AN1803;SPC TXSC     - 4,080,550.      741,610.      MT  (+/- 180 meters Scaled)
 AN1803
 AN1803                          SUPERSEDED SURVEY CONTROL
 AN1803
 AN1803  NGVD 29 (??/??/92)   67.720  (m)          222.18   (f) ADJ UNCH    2 0
 AN1803
 AN1803.Superseded values are not recommended for survey control.
 AN1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1803.See file dsdata.txt to determine how the superseded data were derived.
 AN1803
 AN1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS415592(NAD 83)
 AN1803_MARKER: DB = BENCH MARK DISK
 AN1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1803_STAMPING: S 879 1943
 AN1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1803+STABILITY: SURFACE MOTION
 AN1803
 AN1803  HISTORY     - Date     Condition        Report By
 AN1803  HISTORY     - 1943     MONUMENTED       CGS
 AN1803
 AN1803                          STATION DESCRIPTION
 AN1803
 AN1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1803'2.8 MI NE FROM BERCLAIR.
 AN1803'TO REACH FROM THE TEXAS AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD
 AN1803'STATION AT BERCLAIR, PROCEED 2.8 MILES NORTHEASTERLY ALONG THE TRACK
 AN1803'TO MILE POST NO.130 AND SITE OF BENCH MARK.  BENCH MARK IS 46.5 FEET
 AN1803'NORTHWEST OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE TRACK. IT
 AN1803'IS 15.3 FEET NORTH OF MILE POST NO. 130, 2.5 FEET SOUTHWEST OF A 4X4
 AN1803'INCH WHITE WOODEN MARKER POST AND 2.0 FEET SOUTHEAST OF THE NORTHWEST
 AN1803'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1171 ***********************************************************************
 BL1171  DESIGNATION -  S 88
 BL1171  PID         -  BL1171
 BL1171  STATE/COUNTY-  TX/MONTGOMERY
 BL1171  USGS QUAD   -  TAMINA (1979)
 BL1171
 BL1171                         *CURRENT SURVEY CONTROL
 BL1171  ___________________________________________________________________
 BL1171* NAD 83(1986)-  30 12 30.     (N)    095 26 58.     (W)     SCALED    
 BL1171* NAVD 88     -        38.721  (meters)     127.04   (feet)  ADJUSTED  
 BL1171  ___________________________________________________________________
 BL1171  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL1171  DYNAMIC HT  -          38.670 (meters)     126.87  (feet)  COMP
 BL1171  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 BL1171  OBS GRAVITY -     979,307.7   (mgal)                       GRAV_OBS
 BL1171
 BL1171  VERT ORDER  -  FIRST     CLASS I
 BL1171
 BL1171.The horizontal coordinates were scaled from a topographic map and have
 BL1171.an estimated accuracy of +/- 6 seconds.
 BL1171
 BL1171.The orthometric height was determined by differential leveling
 BL1171.and adjusted by the National Geodetic Survey in June 1991..
 BL1171
 BL1171.The geoid height was determined by GEOID03.
 BL1171
 BL1171.The dynamic height is computed by dividing the NAVD 88
 BL1171.geopotential number by the normal gravity value computed on the
 BL1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1171.degrees latitude (g = 980.6199 gals.).
 BL1171
 BL1171.The modeled gravity was interpolated from observed gravity values.
 BL1171.The observed gravity was obtained from relative gravimeter ties
 BL1171.to the IGSN71 gravity network.
 BL1171
 BL1171;                    North         East    Units  Estimated Accuracy
 BL1171;SPC TX C     - 3,070,370.    1,170,080.      MT  (+/- 180 meters Scaled)
 BL1171
 BL1171                          SUPERSEDED SURVEY CONTROL
 BL1171
 BL1171  NGVD 29 (12/23/87)   38.723  (m)          127.04   (f) ADJUSTED    1 1
 BL1171
 BL1171.Superseded values are not recommended for survey control.
 BL1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1171.See file dsdata.txt to determine how the superseded data were derived.
 BL1171
 BL1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP642444(NAD 83)
 BL1171_MARKER: DB = BENCH MARK DISK
 BL1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1171_SP_SET: CONCRETE POST
 BL1171_STAMPING: S 88 1932 128.012
 BL1171_MARK LOGO: CGS   
 BL1171_PROJECTION: PROJECTING 1 CENTIMETERS
 BL1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1171+STABILITY: SURFACE MOTION
 BL1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1171+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1171
 BL1171  HISTORY     - Date     Condition        Report By
 BL1171  HISTORY     - 1932     MONUMENTED       CGS
 BL1171  HISTORY     - 1973     GOOD             NGS
 BL1171  HISTORY     - 1978     GOOD             NGS
 BL1171  HISTORY     - 1987     GOOD             NGS
 BL1171  HISTORY     - 20040918 GOOD             USPSQD
 BL1171  HISTORY     - 20050929 GOOD             USPSQD
 BL1171
 BL1171                          STATION DESCRIPTION
 BL1171
 BL1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1171'6.9 MI S FROM CONROE.
 BL1171'ABOUT 6.9 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1171'AT CONROE, SET INSIDE A CORRAL, 107 FEET WEST OF THE WEST RAIL, 49.4
 BL1171'FEET NORTH OF THE CENTER LINE OF NEEDHAM ROAD, 27.7 FEET NORTH OF A
 BL1171'TALL WOODEN POLE, 7 1/2 FEET SOUTHWEST OF THE NORTHEAST CORNER POST OF
 BL1171'THE CORRAL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE RAIL, SET IN THE
 BL1171'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 BL1171
 BL1171                          STATION RECOVERY (1978)
 BL1171
 BL1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1171'RECOVERED IN GOOD CONDITION.
 BL1171
 BL1171                          STATION RECOVERY (1987)
 BL1171
 BL1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1171'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.1 KM
 BL1171'(6.90 MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 BL1171'JUNCTION WITH AVENUE A IN CONROE, 32.6 M (107.0 FT) WEST OF THE NEAR
 BL1171'RAIL, 15.1 M (49.5 FT) NORTH OF THE CENTERLINE OF NEEDHAM ROAD, AND
 BL1171'13.1 M (43.0 FT) EAST-NORTHEAST OF UTILITY POLE NUMBER CB 213 80A.
 BL1171'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 BL1171'THE MARK IS 1.2 M BELOW THE TRACKS.
 BL1171
 BL1171                          STATION RECOVERY (2004)
 BL1171
 BL1171'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1171'RECOVERED IN GOOD CONDITION.
 BL1171
 BL1171                          STATION RECOVERY (2005)
 BL1171
 BL1171'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1171'FOUND AS DESCRIBED BY THE 1987 WRITE UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1682 ***********************************************************************
 AN1682  DESIGNATION -  S 880
 AN1682  PID         -  AN1682
 AN1682  STATE/COUNTY-  TX/KARNES
 AN1682  USGS QUAD   -  CHOATE (1987)
 AN1682
 AN1682                         *CURRENT SURVEY CONTROL
 AN1682  ___________________________________________________________________
 AN1682* NAD 83(1986)-  28 52 09.     (N)    097 44 18.     (W)     SCALED    
 AN1682* NAVD 88     -        73.19   (+/-2cm)     240.1    (feet)  VERTCON   
 AN1682  ___________________________________________________________________
 AN1682  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN1682
 AN1682  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1682
 AN1682.The horizontal coordinates were scaled from a topographic map and have
 AN1682.an estimated accuracy of +/- 6 seconds.
 AN1682
 AN1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1682.The vertical order pertains to the NGVD 29 superseded value.
 AN1682
 AN1682.The geoid height was determined by GEOID03.
 AN1682
 AN1682;                    North         East    Units  Estimated Accuracy
 AN1682;SPC TXSC     - 4,115,460.      723,080.      MT  (+/- 180 meters Scaled)
 AN1682
 AN1682                          SUPERSEDED SURVEY CONTROL
 AN1682
 AN1682  NGVD 29 (??/??/92)   73.182  (m)          240.10   (f) ADJ UNCH    2 0
 AN1682
 AN1682.Superseded values are not recommended for survey control.
 AN1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1682.See file dsdata.txt to determine how the superseded data were derived.
 AN1682
 AN1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS230941(NAD 83)
 AN1682_MARKER: DB = BENCH MARK DISK
 AN1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1682_STAMPING: S 880 1943
 AN1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1682+STABILITY: SURFACE MOTION
 AN1682
 AN1682  HISTORY     - Date     Condition        Report By
 AN1682  HISTORY     - 1943     MONUMENTED       CGS
 AN1682
 AN1682                          STATION DESCRIPTION
 AN1682
 AN1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1682'1.9 MI SW FROM RUNGE.
 AN1682'1.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1682'STATION AT RUNGE, KARNES COUNTY, 13 POLES SOUTHWEST ACROSS THE TRACK
 AN1682'FROM MILEPOST 168, 43.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AN1682'TRACK, 4.6 FEET NORTHEAST OF A POLE, 3.2 FEET SOUTHWEST OF A WHITE
 AN1682'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 AN1682'STAMPED S 880 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1682'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1856 ***********************************************************************
 AX1856  DESIGNATION -  S 881
 AX1856  PID         -  AX1856
 AX1856  STATE/COUNTY-  TX/WILSON
 AX1856  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1856
 AX1856                         *CURRENT SURVEY CONTROL
 AX1856  ___________________________________________________________________
 AX1856* NAD 83(1986)-  29 22 41.     (N)    097 57 21.     (W)     SCALED    
 AX1856* NAVD 88     -       176.03   (+/-2cm)     577.5    (feet)  VERTCON   
 AX1856  ___________________________________________________________________
 AX1856  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AX1856
 AX1856  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1856
 AX1856.The horizontal coordinates were scaled from a topographic map and have
 AX1856.an estimated accuracy of +/- 6 seconds.
 AX1856
 AX1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1856.The vertical order pertains to the NGVD 29 superseded value.
 AX1856
 AX1856.The geoid height was determined by GEOID03.
 AX1856
 AX1856;                    North         East    Units  Estimated Accuracy
 AX1856;SPC TXSC     - 4,171,650.      701,360.      MT  (+/- 180 meters Scaled)
 AX1856
 AX1856                          SUPERSEDED SURVEY CONTROL
 AX1856
 AX1856  NGVD 29 (??/??/92)  175.96   (m)          577.3    (f) COMPUTED    2 0
 AX1856
 AX1856.Superseded values are not recommended for survey control.
 AX1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1856.See file dsdata.txt to determine how the superseded data were derived.
 AX1856
 AX1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT013503(NAD 83)
 AX1856_MARKER: DB = BENCH MARK DISK
 AX1856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1856_SP_SET: CULVERT
 AX1856_STAMPING: S 881 1943
 AX1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1856
 AX1856  HISTORY     - Date     Condition        Report By
 AX1856  HISTORY     - 1943     MONUMENTED       CGS
 AX1856  HISTORY     - 1957     GOOD             DOD
 AX1856  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1856
 AX1856                          STATION DESCRIPTION
 AX1856
 AX1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1856'13.6 MI S FROM SEGUIN.
 AX1856'TO REACH FROM THE COURT HOUSE AT SEGUIN, PROCEED 13.6 MILES SOUTHERLY
 AX1856'ALONG STATE HIGHWAY NO. 123 TO THE WILSON - GUADALUPE COUNTY LINE AND
 AX1856'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AX1856'NORTH END OF THE EAST HEADWALL OF A 2X4 FOOT CONCRETE BOX CULVERT
 AX1856'UNDER THE HIGHWAY.  IT IS 17.3 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE
 AX1856'THE CENTERLINE OF THE HIGHWAY, 16.7 FEET SOUTH OF THE WILSON -
 AX1856'GUADALUPE COUNTY LINE DIVISION LINE.  NOTE-- THIS BENCH MARK IS ALSO
 AX1856'9.75 MILES NORTH OF THE CROSSING OF U.S. HIGHWAY NO. 87 AND STATE
 AX1856'HIGHWAY NO. 123 AT STOCKDALE.
 AX1856
 AX1856                          STATION RECOVERY (1957)
 AX1856
 AX1856'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AX1856'RECOVERED IN GOOD CONDITION.
 AX1856
 AX1856                          STATION RECOVERY (2003)
 AX1856
 AX1856'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX1856'MARK RESET 1957 - SEE PID AX1857
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1857 ***********************************************************************
 AX1857  DESIGNATION -  S 881 RESET 1957
 AX1857  PID         -  AX1857
 AX1857  STATE/COUNTY-  TX/WILSON
 AX1857  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1857
 AX1857                         *CURRENT SURVEY CONTROL
 AX1857  ___________________________________________________________________
 AX1857* NAD 83(1986)-  29 22 41.     (N)    097 57 21.     (W)     SCALED    
 AX1857* NAVD 88     -       176.10   (+/-2cm)     577.8    (feet)  VERTCON   
 AX1857  ___________________________________________________________________
 AX1857  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AX1857
 AX1857  VERT ORDER  -  THIRD (See Below)
 AX1857
 AX1857.The horizontal coordinates were scaled from a topographic map and have
 AX1857.an estimated accuracy of +/- 6 seconds.
 AX1857
 AX1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1857.The vertical order pertains to the NGVD 29 superseded value.
 AX1857
 AX1857.The geoid height was determined by GEOID03.
 AX1857
 AX1857;                    North         East    Units  Estimated Accuracy
 AX1857;SPC TXSC     - 4,171,650.      701,360.      MT  (+/- 180 meters Scaled)
 AX1857
 AX1857                          SUPERSEDED SURVEY CONTROL
 AX1857
 AX1857  NGVD 29 (??/??/??)  176.02   (m)          577.5    (f) RESET       3  
 AX1857
 AX1857.Superseded values are not recommended for survey control.
 AX1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1857.See file dsdata.txt to determine how the superseded data were derived.
 AX1857
 AX1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT013503(NAD 83)
 AX1857_MARKER: DB = BENCH MARK DISK
 AX1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1857_SP_SET: CULVERT
 AX1857_STAMPING: S 881 RESET 1943 1957
 AX1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1857
 AX1857  HISTORY     - Date     Condition        Report By
 AX1857  HISTORY     - 1957     MONUMENTED       TXHD
 AX1857  HISTORY     - 1957     GOOD             NGS
 AX1857  HISTORY     - 20030517 GOOD             USPSQD
 AX1857
 AX1857                          STATION DESCRIPTION
 AX1857
 AX1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AX1857'9.8 MI N FROM STOCKDALE.
 AX1857'IN WILSON COUNTY, 9.8 MILES NORTH OF STOCKDALE AND 13.6 MILES SOUTH OF
 AX1857'SEGUIN, GUADALUPE COUNTY, ALONG STATE HIGHWAY NO. 123, ABOUT 16 FEET
 AX1857'SOUTH OF THE WILSON-GUADALUPE COUNTY LINE, 22 FEET EAST OF THE
 AX1857'CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE EAST
 AX1857'HEADWALL OF A CONCRETE CULVERT AND ABOUT 1 FOOT HIGHER THAN THE
 AX1857'HIGHWAY.  A STANDARD DISK STAMPED S 881 1943 RESET 1957.
 AX1857
 AX1857                          STATION RECOVERY (2003)
 AX1857
 AX1857'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX1857'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 6 SATELLITES) READING OVER MARK
 AX1857'- 29 22 41.8 (N) - 097 57 21.8 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0912 ***********************************************************************
 BL0912  DESIGNATION -  S 882
 BL0912  PID         -  BL0912
 BL0912  STATE/COUNTY-  TX/POLK
 BL0912  USGS QUAD   -  ONALASKA (1972)
 BL0912
 BL0912                         *CURRENT SURVEY CONTROL
 BL0912  ___________________________________________________________________
 BL0912* NAD 83(1986)-  30 49 26.     (N)    095 06 20.     (W)     SCALED    
 BL0912* NAVD 88     -        70.89   (+/-2cm)     232.6    (feet)  VERTCON   
 BL0912  ___________________________________________________________________
 BL0912  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL0912
 BL0912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0912
 BL0912.The horizontal coordinates were scaled from a topographic map and have
 BL0912.an estimated accuracy of +/- 6 seconds.
 BL0912
 BL0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0912.The vertical order pertains to the NGVD 29 superseded value.
 BL0912
 BL0912.The geoid height was determined by GEOID03.
 BL0912
 BL0912;                    North         East    Units  Estimated Accuracy
 BL0912;SPC TX C     - 3,140,030.    1,199,950.      MT  (+/- 180 meters Scaled)
 BL0912
 BL0912                          SUPERSEDED SURVEY CONTROL
 BL0912
 BL0912  NGVD 29 (??/??/92)   70.904  (m)          232.62   (f) ADJ UNCH    2 0
 BL0912
 BL0912.Superseded values are not recommended for survey control.
 BL0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0912.See file dsdata.txt to determine how the superseded data were derived.
 BL0912
 BL0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ986119(NAD 83)
 BL0912_MARKER: DB = BENCH MARK DISK
 BL0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0912_STAMPING: S 882 1947
 BL0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0912+STABILITY: SURFACE MOTION
 BL0912
 BL0912  HISTORY     - Date     Condition        Report By
 BL0912  HISTORY     - 1947     MONUMENTED       CGS
 BL0912
 BL0912                          STATION DESCRIPTION
 BL0912
 BL0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0912'1.7 MI NE FROM ONALASKA.
 BL0912'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0912'ONALASKA, THENCE 1.1 MILES NORTH ALONG A GRADED DIRT ROAD, 81.0 FEET
 BL0912'NORTHWEST OF THE NORTH END OF A 16 INCH CORRUGATED IRON CULVERT AT THE
 BL0912'ENTRANCE TO A FARMYARD (NOW ABANDONED), 65.0 FEET WEST OF THE CENTER
 BL0912'LINE OF THE ROAD, 30.5 FEET WEST OF A FENCE CORNER, 2.5 FEET SOUTH OF
 BL0912'A FENCE, 1.8 FEET WEST OF A REFERENCE POST, DIRECTLY WEST OF AND
 BL0912'ACROSS THE ROAD FROM A FARMHOUSE (THE MOST NORTHERLY ONE OF THREE
 BL0912'FARMHOUSES ON THE EAST SIDE OF THE ROAD), SET IN THE TOP OF A CONCRETE
 BL0912'POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1592 ***********************************************************************
 BY1592  DESIGNATION -  S 884
 BY1592  PID         -  BY1592
 BY1592  STATE/COUNTY-  TX/TRINITY
 BY1592  USGS QUAD   -  GROVETON EAST (1963)
 BY1592
 BY1592                         *CURRENT SURVEY CONTROL
 BY1592  ___________________________________________________________________
 BY1592* NAD 83(1986)-  31 02 51.     (N)    095 07 25.     (W)     SCALED    
 BY1592* NAVD 88     -        98.87   (+/-2cm)     324.4    (feet)  VERTCON   
 BY1592  ___________________________________________________________________
 BY1592  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY1592
 BY1592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1592
 BY1592.The horizontal coordinates were scaled from a topographic map and have
 BY1592.an estimated accuracy of +/- 6 seconds.
 BY1592
 BY1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1592.The vertical order pertains to the NGVD 29 superseded value.
 BY1592
 BY1592.The geoid height was determined by GEOID03.
 BY1592
 BY1592;                    North         East    Units  Estimated Accuracy
 BY1592;SPC TX C     - 3,164,710.    1,197,060.      MT  (+/- 180 meters Scaled)
 BY1592
 BY1592                          SUPERSEDED SURVEY CONTROL
 BY1592
 BY1592  NGVD 29 (??/??/92)   98.884  (m)          324.42   (f) ADJ UNCH    2 0
 BY1592
 BY1592.Superseded values are not recommended for survey control.
 BY1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1592.See file dsdata.txt to determine how the superseded data were derived.
 BY1592
 BY1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ973368(NAD 83)
 BY1592_MARKER: DB = BENCH MARK DISK
 BY1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1592_STAMPING: S 884 1947
 BY1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1592+STABILITY: SURFACE MOTION
 BY1592
 BY1592  HISTORY     - Date     Condition        Report By
 BY1592  HISTORY     - 1947     MONUMENTED       CGS
 BY1592  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BY1592
 BY1592                          STATION DESCRIPTION
 BY1592
 BY1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1592'0.55 MI S FROM GROVETON.
 BY1592'0.55 MILE SOUTH ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE COURTHOUSE
 BY1592'AT GROVETON, AT A ROAD JUNCTION, AT THE NORTH END OF A CURVE, 88.2
 BY1592'FEET NORTH OF THE NORTHWEST CORNER OF A BEER TAVERN CONSTRUCTED OF
 BY1592'CONCRETE BLOCKS, 59.0 FEET EAST OF THE CENTER LINE OF THE
 BY1592'GROVETON-SEBASTOPOL ROAD, 26.0 FEET NORTHWEST OF THE CENTER LINE OF A
 BY1592'ROAD LEADING NORTHEAST, 24.0 FEET NORTHEAST OF A FENCE CORNER, 1.6
 BY1592'FEET SOUTHWEST OF A REFERENCE POST, 0.9 FOOT SOUTHEAST OF A FENCE, IN
 BY1592'LINE WITH A ROW OF TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST
 BY1592'AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1592
 BY1592                          STATION RECOVERY (1987)
 BY1592
 BY1592'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BY1592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0741 ***********************************************************************
 BY0741  DESIGNATION -  S 885
 BY0741  PID         -  BY0741
 BY0741  STATE/COUNTY-  TX/TRINITY
 BY0741  USGS QUAD   -  WELLS SW (1980)
 BY0741
 BY0741                         *CURRENT SURVEY CONTROL
 BY0741  ___________________________________________________________________
 BY0741* NAD 83(1986)-  31 16 37.     (N)    094 55 00.     (W)     SCALED    
 BY0741* NAVD 88     -        53.55   (+/-2cm)     175.7    (feet)  VERTCON   
 BY0741  ___________________________________________________________________
 BY0741  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BY0741
 BY0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0741
 BY0741.The horizontal coordinates were scaled from a topographic map and have
 BY0741.an estimated accuracy of +/- 6 seconds.
 BY0741
 BY0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0741.The vertical order pertains to the NGVD 29 superseded value.
 BY0741
 BY0741.The geoid height was determined by GEOID03.
 BY0741
 BY0741;                    North         East    Units  Estimated Accuracy
 BY0741;SPC TX C     - 3,191,060.    1,215,560.      MT  (+/- 180 meters Scaled)
 BY0741
 BY0741                          SUPERSEDED SURVEY CONTROL
 BY0741
 BY0741  NGVD 29 (??/??/92)   53.598  (m)          175.85   (f) ADJ UNCH    2 0
 BY0741
 BY0741.Superseded values are not recommended for survey control.
 BY0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0741.See file dsdata.txt to determine how the superseded data were derived.
 BY0741
 BY0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ175618(NAD 83)
 BY0741_MARKER: DB = BENCH MARK DISK
 BY0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0741_SP_SET: BRIDGE ABUTMENT
 BY0741_STAMPING: S 885 1947
 BY0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0741
 BY0741  HISTORY     - Date     Condition        Report By
 BY0741  HISTORY     - 1947     MONUMENTED       CGS
 BY0741
 BY0741                          STATION DESCRIPTION
 BY0741
 BY0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0741'4.9 MI NE FROM APPLE SPRINGS.
 BY0741'4.9 MILES NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE
 BY0741'SPRINGS LODGE IN APPLE SPRINGS, 14.1 FEET SOUTHEAST OF AND LEVEL WITH
 BY0741'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF AND 1.7 FEET
 BY0741'NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF A 290
 BY0741'FOOT BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0796 ***********************************************************************
 AX0796  DESIGNATION -  S 886
 AX0796  PID         -  AX0796
 AX0796  STATE/COUNTY-  TX/LAVACA
 AX0796  USGS QUAD   -  HOPE (1981)
 AX0796
 AX0796                         *CURRENT SURVEY CONTROL
 AX0796  ___________________________________________________________________
 AX0796* NAD 83(1986)-  29 09 50.     (N)    096 55 38.     (W)     SCALED    
 AX0796* NAVD 88     -        48.37   (+/-2cm)     158.7    (feet)  VERTCON   
 AX0796  ___________________________________________________________________
 AX0796  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0796
 AX0796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0796
 AX0796.The horizontal coordinates were scaled from a topographic map and have
 AX0796.an estimated accuracy of +/- 6 seconds.
 AX0796
 AX0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0796.The vertical order pertains to the NGVD 29 superseded value.
 AX0796
 AX0796.The geoid height was determined by GEOID03.
 AX0796
 AX0796;                    North         East    Units  Estimated Accuracy
 AX0796;SPC TXSC     - 4,149,250.      801,610.      MT  (+/- 180 meters Scaled)
 AX0796
 AX0796                          SUPERSEDED SURVEY CONTROL
 AX0796
 AX0796  NGVD 29 (??/??/92)   48.398  (m)          158.79   (f) ADJ UNCH    2 0
 AX0796
 AX0796.Superseded values are not recommended for survey control.
 AX0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0796.See file dsdata.txt to determine how the superseded data were derived.
 AX0796
 AX0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT015279(NAD 83)
 AX0796_MARKER: DB = BENCH MARK DISK
 AX0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0796_STAMPING: S 886 1943
 AX0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0796+STABILITY: SURFACE MOTION
 AX0796
 AX0796  HISTORY     - Date     Condition        Report By
 AX0796  HISTORY     - 1943     MONUMENTED       CGS
 AX0796  HISTORY     - 1966     GOOD             USGS
 AX0796
 AX0796                          STATION DESCRIPTION
 AX0796
 AX0796'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0796'0.9 MI SW FROM HOPE.
 AX0796'0.9 MI. SW ALONG ROADS FROM THE BAPTIST CHURCH AT HOPE, LAVACA COUNTY
 AX0796'TO STATE HWY. 111.  THENCE 5.7 MI. SE ALONG STATE 111 TO A DIRT ROAD
 AX0796'LEADING SW THENCE 0.5 MI. SW.  12 FEET SOUTH OF A 12 INCH OAK TREE, 7
 AX0796'FEET WEST OF THE CENTERLINE OF THE ROAD, 1.2 FEET EAST OF A FENCE, 3.4
 AX0796'FEET SOUTH OF A WHITE WITNESS POST, AND LEVEL WITH THE ROAD, AND SET
 AX0796'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1161 ***********************************************************************
 AN1161  DESIGNATION -  S 887
 AN1161  PID         -  AN1161
 AN1161  STATE/COUNTY-  TX/DE WITT
 AN1161  USGS QUAD   -  MISSION VALLEY (1987)
 AN1161
 AN1161                         *CURRENT SURVEY CONTROL
 AN1161  ___________________________________________________________________
 AN1161* NAD 83(1986)-  28 57 34.     (N)    097 14 45.     (W)     SCALED    
 AN1161* NAVD 88     -        72.25   (+/-2cm)     237.0    (feet)  VERTCON   
 AN1161  ___________________________________________________________________
 AN1161  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1161
 AN1161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1161
 AN1161.The horizontal coordinates were scaled from a topographic map and have
 AN1161.an estimated accuracy of +/- 6 seconds.
 AN1161
 AN1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1161.The vertical order pertains to the NGVD 29 superseded value.
 AN1161
 AN1161.The geoid height was determined by GEOID03.
 AN1161
 AN1161;                    North         East    Units  Estimated Accuracy
 AN1161;SPC TXSC     - 4,126,090.      770,970.      MT  (+/- 180 meters Scaled)
 AN1161
 AN1161                          SUPERSEDED SURVEY CONTROL
 AN1161
 AN1161  NGVD 29 (??/??/92)   72.282  (m)          237.15   (f) ADJ UNCH    2 0
 AN1161
 AN1161.Superseded values are not recommended for survey control.
 AN1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1161.See file dsdata.txt to determine how the superseded data were derived.
 AN1161
 AN1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT709047(NAD 83)
 AN1161_MARKER: DB = BENCH MARK DISK
 AN1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1161_STAMPING: S 887 1943
 AN1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1161+STABILITY: SURFACE MOTION
 AN1161
 AN1161  HISTORY     - Date     Condition        Report By
 AN1161  HISTORY     - 1943     MONUMENTED       CGS
 AN1161  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1161
 AN1161                          STATION DESCRIPTION
 AN1161
 AN1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1161'2.8 MI SE FROM ARNECKEVILLE.
 AN1161'TO REACH FROM THE POST OFFICE AT ARNECKEVILLE-- PROCEED 2.8 MILES
 AN1161'SOUTHEASTERLY ALONG THE ARNECKEVILLE-MISSION VALLEY ROAD TO SITE OF
 AN1161'BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTHWEST OF A PRIVATE ROAD
 AN1161'INTERSECTION LEADING NORTHEAST TO A FARM HOUSE, AND 27.0 FEET
 AN1161'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.
 AN1161'IT IS 5.5 FEET NORTHEAST OF A FENCE CORNER, 1.0 FOOT SOUTHEAST OF A
 AN1161'FENCE, AND 3.4 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST.
 AN1161'MONUMENT PROJECTS 0.3 FOOT.
 AN1161
 AN1161                          STATION RECOVERY (2001)
 AN1161
 AN1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1162 ***********************************************************************
 AN1162  DESIGNATION -  S 887 RESET 1953
 AN1162  PID         -  AN1162
 AN1162  STATE/COUNTY-  TX/DE WITT
 AN1162  USGS QUAD   -  MISSION VALLEY (1987)
 AN1162
 AN1162                         *CURRENT SURVEY CONTROL
 AN1162  ___________________________________________________________________
 AN1162* NAD 83(1986)-  28 57 34.     (N)    097 14 44.     (W)     SCALED    
 AN1162* NAVD 88     -        72.34   (+/-2cm)     237.3    (feet)  VERTCON   
 AN1162  ___________________________________________________________________
 AN1162  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1162
 AN1162  VERT ORDER  -  THIRD (See Below)
 AN1162
 AN1162.The horizontal coordinates were scaled from a topographic map and have
 AN1162.an estimated accuracy of +/- 6 seconds.
 AN1162
 AN1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1162.The vertical order pertains to the NGVD 29 superseded value.
 AN1162
 AN1162.The geoid height was determined by GEOID03.
 AN1162
 AN1162;                    North         East    Units  Estimated Accuracy
 AN1162;SPC TXSC     - 4,126,090.      770,990.      MT  (+/- 180 meters Scaled)
 AN1162
 AN1162                          SUPERSEDED SURVEY CONTROL
 AN1162
 AN1162  NGVD 29 (01/29/03)   72.37   (m)          237.4    (f) RESET       3  
 AN1162
 AN1162.Superseded values are not recommended for survey control.
 AN1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1162.See file dsdata.txt to determine how the superseded data were derived.
 AN1162
 AN1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT709047(NAD 83)
 AN1162_MARKER: DD = SURVEY DISK
 AN1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1162_STAMPING: S 887 RESET 1953
 AN1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1162+STABILITY: SURFACE MOTION
 AN1162
 AN1162  HISTORY     - Date     Condition        Report By
 AN1162  HISTORY     - 1953     MONUMENTED       LOCENG
 AN1162  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1162  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1162
 AN1162                          STATION DESCRIPTION
 AN1162
 AN1162'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 AN1162'2.8 MI SE FROM ARNECKEVILLE.
 AN1162'2.8 MILES SOUTHEAST ALONG THE MISSION VALLEY ROAD FROM THE POST OFFICE
 AN1162'AT ARNECKEVILLE, DE WITT COUNTY, 0.1 MILE NORTHEAST OF THE JUNCTION OF
 AN1162'A PRIVATE ROAD LEADING NORTHEAST TO A WHITE FARMHOUSE, 43 FEET
 AN1162'NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF A FENCE
 AN1162'CORNER, AND 1 FOOT SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED S
 AN1162'887 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 AN1162'0.6 FOOT ABOVE GROUND.
 AN1162
 AN1162                          STATION RECOVERY (1963)
 AN1162
 AN1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1162'MARK NOT FOUND.
 AN1162
 AN1162                          STATION RECOVERY (2001)
 AN1162
 AN1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1162'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1786 ***********************************************************************
 BK1786  DESIGNATION -  S 89
 BK1786  PID         -  BK1786
 BK1786  STATE/COUNTY-  TX/ORANGE
 BK1786  USGS QUAD   -  MAURICEVILLE (1974)
 BK1786
 BK1786                         *CURRENT SURVEY CONTROL
 BK1786  ___________________________________________________________________
 BK1786* NAD 83(1986)-  30 09 42.     (N)    093 50 21.     (W)     SCALED    
 BK1786* NAVD 88     -         5.42   (+/-2cm)      17.8    (feet)  VERTCON   
 BK1786  ___________________________________________________________________
 BK1786  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK1786
 BK1786  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1786
 BK1786.The horizontal coordinates were scaled from a topographic map and have
 BK1786.an estimated accuracy of +/- 6 seconds.
 BK1786
 BK1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1786.The vertical order pertains to the NGVD 29 superseded value.
 BK1786
 BK1786.The geoid height was determined by GEOID03.
 BK1786
 BK1786;                    North         East    Units  Estimated Accuracy
 BK1786;SPC TX C     - 3,073,130.    1,325,220.      MT  (+/- 180 meters Scaled)
 BK1786
 BK1786                          SUPERSEDED SURVEY CONTROL
 BK1786
 BK1786  NGVD 29 (??/??/??)    5.377  (m)           17.64   (f) ADJUSTED    1 2
 BK1786
 BK1786.Superseded values are not recommended for survey control.
 BK1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1786.See file dsdata.txt to determine how the superseded data were derived.
 BK1786
 BK1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP191369(NAD 83)
 BK1786_MARKER: DB = BENCH MARK DISK
 BK1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1786_STAMPING: S 89 1932 17.641
 BK1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1786+STABILITY: SURFACE MOTION
 BK1786
 BK1786  HISTORY     - Date     Condition        Report By
 BK1786  HISTORY     - 1932     MONUMENTED       CGS
 BK1786  HISTORY     - 1966     GOOD             CGS
 BK1786  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1786  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1786  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1786
 BK1786                          STATION DESCRIPTION
 BK1786
 BK1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BK1786'8.0 MI NW FROM ORANGE.
 BK1786'8.0 MILES NORTHWEST ALONG THE ORANGE AND NORTHWESTERN RAILROAD FROM
 BK1786'ORANGE, ORANGE COUNTY, 0.3 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY
 BK1786'62, 100 FEET NORTH OF MILEPOST C 481, 50 FEET WEST OF THE TRACK, AND
 BK1786'20 FEET EAST OF THE HIGHWAY.  A STANDARD DISK, STAMPED 17.641 S 89
 BK1786'1932 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK
 BK1786'HAS BEEN HIT AND IS LEANING.  THE DESCRIPTION IS STILL ADEQUATE FOR
 BK1786'RECOVERY EXCEPT THE MARK IS ABOUT 100 FEET SOUTH OF MILEPOST C 481.
 BK1786
 BK1786                          STATION RECOVERY (1979)
 BK1786
 BK1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1786'MARK NOT FOUND.
 BK1786
 BK1786                          STATION RECOVERY (2002)
 BK1786
 BK1786'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1786'MARK NOT FOUND.
 BK1786
 BK1786                          STATION RECOVERY (2004)
 BK1786
 BK1786'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1786'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1061 ***********************************************************************
 AN1061  DESIGNATION -  S 890
 AN1061  PID         -  AN1061
 AN1061  STATE/COUNTY-  TX/GOLIAD
 AN1061  USGS QUAD   -  GOLIAD (1987)
 AN1061
 AN1061                         *CURRENT SURVEY CONTROL
 AN1061  ___________________________________________________________________
 AN1061* NAD 83(1986)-  28 40 37.     (N)    097 23 18.     (W)     SCALED    
 AN1061* NAVD 88     -        57.23   (+/-2cm)     187.8    (feet)  VERTCON   
 AN1061  ___________________________________________________________________
 AN1061  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1061
 AN1061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1061
 AN1061.The horizontal coordinates were scaled from a topographic map and have
 AN1061.an estimated accuracy of +/- 6 seconds.
 AN1061
 AN1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1061.The vertical order pertains to the NGVD 29 superseded value.
 AN1061
 AN1061.The geoid height was determined by GEOID03.
 AN1061
 AN1061;                    North         East    Units  Estimated Accuracy
 AN1061;SPC TXSC     - 4,094,580.      757,510.      MT  (+/- 180 meters Scaled)
 AN1061
 AN1061                          SUPERSEDED SURVEY CONTROL
 AN1061
 AN1061  NGVD 29 (??/??/92)   57.289  (m)          187.96   (f) ADJ UNCH    2 0
 AN1061
 AN1061.Superseded values are not recommended for survey control.
 AN1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1061.See file dsdata.txt to determine how the superseded data were derived.
 AN1061
 AN1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS574732(NAD 83)
 AN1061_MARKER: DB = BENCH MARK DISK
 AN1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1061_SP_SET: CULVERT
 AN1061_STAMPING: S 890 1943
 AN1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1061
 AN1061  HISTORY     - Date     Condition        Report By
 AN1061  HISTORY     - 1943     MONUMENTED       CGS
 AN1061  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1061
 AN1061                          STATION DESCRIPTION
 AN1061
 AN1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1061'0.6 MI N FROM GOLIAD.
 AN1061'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1061'HIGHWAY NO.29 AT GOLIAD-- PROCEED 0.6 MILE NORTHERLY ALONG HIGHWAY
 AN1061'NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS 16.0 FEET WEST OF AND
 AN1061'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET
 AN1061'HORIZONTALLY IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 AN1061'CULVERT.
 AN1061
 AN1061                          STATION RECOVERY (1990)
 AN1061
 AN1061'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1062 ***********************************************************************
 AN1062  DESIGNATION -  S 890 RESET 1957
 AN1062  PID         -  AN1062
 AN1062  STATE/COUNTY-  TX/GOLIAD
 AN1062  USGS QUAD   -  GOLIAD (1987)
 AN1062
 AN1062                         *CURRENT SURVEY CONTROL
 AN1062  ___________________________________________________________________
 AN1062* NAD 83(1986)-  28 40 37.     (N)    097 23 18.     (W)     SCALED    
 AN1062* NAVD 88     -        57.05   (+/-2cm)     187.2    (feet)  VERTCON   
 AN1062  ___________________________________________________________________
 AN1062  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1062
 AN1062  VERT ORDER  -  THIRD (See Below)
 AN1062
 AN1062.The horizontal coordinates were scaled from a topographic map and have
 AN1062.an estimated accuracy of +/- 6 seconds.
 AN1062
 AN1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1062.The vertical order pertains to the NGVD 29 superseded value.
 AN1062
 AN1062.The geoid height was determined by GEOID03.
 AN1062
 AN1062;                    North         East    Units  Estimated Accuracy
 AN1062;SPC TXSC     - 4,094,580.      757,510.      MT  (+/- 180 meters Scaled)
 AN1062
 AN1062                          SUPERSEDED SURVEY CONTROL
 AN1062
 AN1062  NGVD 29 (01/29/03)   57.11   (m)          187.4    (f) RESET       3  
 AN1062
 AN1062.Superseded values are not recommended for survey control.
 AN1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1062.See file dsdata.txt to determine how the superseded data were derived.
 AN1062
 AN1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS574732(NAD 83)
 AN1062_MARKER: DB = BENCH MARK DISK
 AN1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1062_SP_SET: CULVERT
 AN1062_STAMPING: S 890 RESET 1957
 AN1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1062
 AN1062  HISTORY     - Date     Condition        Report By
 AN1062  HISTORY     - 1957     MONUMENTED       TXHD
 AN1062  HISTORY     - 1990     GOOD             USPSQD
 AN1062
 AN1062                          STATION DESCRIPTION
 AN1062
 AN1062'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AN1062'0.6 MI N FROM GOLIAD.
 AN1062'0.6 MILE NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION OF U.S.
 AN1062'HIGHWAY 59 AT GOLIAD, AT A CONCRETE CULVERT, IN THE SOUTH END OF THE
 AN1062'WEST HEADWALL, 23.5 FEET WEST OF THE CENTERLINE OF THE ROAD AND 0.35
 AN1062'FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 AN1062
 AN1062                          STATION RECOVERY (1990)
 AN1062
 AN1062'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1154 ***********************************************************************
 BY1154  DESIGNATION -  S 891
 BY1154  PID         -  BY1154
 BY1154  STATE/COUNTY-  TX/NACOGDOCHES
 BY1154  USGS QUAD   -  APPLEBY (1983)
 BY1154
 BY1154                         *CURRENT SURVEY CONTROL
 BY1154  ___________________________________________________________________
 BY1154* NAD 83(1986)-  31 41 46.     (N)    094 31 08.     (W)     SCALED    
 BY1154* NAVD 88     -        98.55   (+/-2cm)     323.3    (feet)  VERTCON   
 BY1154  ___________________________________________________________________
 BY1154  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY1154
 BY1154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1154
 BY1154.The horizontal coordinates were scaled from a topographic map and have
 BY1154.an estimated accuracy of +/- 6 seconds.
 BY1154
 BY1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1154.The vertical order pertains to the NGVD 29 superseded value.
 BY1154
 BY1154.The geoid height was determined by GEOID03.
 BY1154
 BY1154;                    North         East    Units  Estimated Accuracy
 BY1154;SPC TX C     - 3,239,380.    1,250,950.      MT  (+/- 180 meters Scaled)
 BY1154
 BY1154                          SUPERSEDED SURVEY CONTROL
 BY1154
 BY1154  NGVD 29 (??/??/92)   98.563  (m)          323.37   (f) ADJ UNCH    2 0
 BY1154
 BY1154.Superseded values are not recommended for survey control.
 BY1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1154.See file dsdata.txt to determine how the superseded data were derived.
 BY1154
 BY1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR560077(NAD 83)
 BY1154_MARKER: DB = BENCH MARK DISK
 BY1154_SETTING: 0 = UNSPECIFIED SETTING
 BY1154_STAMPING: S-891 1948
 BY1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1154
 BY1154  HISTORY     - Date     Condition        Report By
 BY1154  HISTORY     - 1948     MONUMENTED       CGS
 BY1154  HISTORY     - 1977     GOOD             USGS
 BY1154  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1154
 BY1154                          STATION DESCRIPTION
 BY1154
 BY1154'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY1154'6.7 MI E FROM APPLEBY.
 BY1154'5.75 MI. E ALONG APPLEBY - PISGAH RD. FROM THE CROSSING OF THE RD. AND
 BY1154'THE SOUTHERN PACIFIC R.R., THENCE 0.3 MI. SW. ALONG FARM ROAD 1878
 BY1154'FROM PISGAH, THENCE 0.25 MI. E. AND 0.4 MI. S. ALONG TRACK ROAD TO
 BY1154'CREEK.  96 FT. S. OF CENTERLINE OF DRAIN ALONG TRAIL, THENCE 96 FT.
 BY1154'ALONG FENCE NE., 15 FT. SE. OF FENCE, 1.0 FT. S. OF 6 FT. POST,
 BY1154'PROJECTING 0.3 FT., A STANDARD DISK STAMPED S-891 1948.
 BY1154
 BY1154                          STATION RECOVERY (1998)
 BY1154
 BY1154'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0165 ***********************************************************************
 BY0165  DESIGNATION -  S 892
 BY0165  PID         -  BY0165
 BY0165  STATE/COUNTY-  TX/NACOGDOCHES
 BY0165  USGS QUAD   -  GARRISON EAST (1984)
 BY0165
 BY0165                         *CURRENT SURVEY CONTROL
 BY0165  ___________________________________________________________________
 BY0165* NAD 83(1986)-  31 45 52.     (N)    094 26 19.     (W)     SCALED    
 BY0165* NAVD 88     -       107.38   (+/-2cm)     352.3    (feet)  VERTCON   
 BY0165  ___________________________________________________________________
 BY0165  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY0165
 BY0165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0165
 BY0165.The horizontal coordinates were scaled from a topographic map and have
 BY0165.an estimated accuracy of +/- 6 seconds.
 BY0165
 BY0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0165.The vertical order pertains to the NGVD 29 superseded value.
 BY0165
 BY0165.The geoid height was determined by GEOID03.
 BY0165
 BY0165;                    North         East    Units  Estimated Accuracy
 BY0165;SPC TX C     - 3,247,350.    1,258,150.      MT  (+/- 180 meters Scaled)
 BY0165
 BY0165                          SUPERSEDED SURVEY CONTROL
 BY0165
 BY0165  NGVD 29 (??/??/92)  107.381  (m)          352.30   (f) ADJ UNCH    2 0
 BY0165
 BY0165.Superseded values are not recommended for survey control.
 BY0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0165.See file dsdata.txt to determine how the superseded data were derived.
 BY0165
 BY0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR637152(NAD 83)
 BY0165_MARKER: DB = BENCH MARK DISK
 BY0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0165_STAMPING: S 892 1948
 BY0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0165+STABILITY: SURFACE MOTION
 BY0165
 BY0165  HISTORY     - Date     Condition        Report By
 BY0165  HISTORY     - 1948     MONUMENTED       CGS
 BY0165  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0165
 BY0165                          STATION DESCRIPTION
 BY0165
 BY0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0165'2.6 MI SW FROM STOCKMAN.
 BY0165'0.6 MILE SOUTH ALONG FARM ROAD 415 FROM THE POST OFFICE AT STOCKMAN,
 BY0165'THENCE 1.6 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE
 BY0165'SOUTHWEST ALONG A GRADED DIRT ROAD LEADING TO PINE HILL SCHOOL, 0.4
 BY0165'MILE SOUTHEAST OF A ROAD JUNCTION, 0.3 MILE NORTH OF PINE HILL CHURCH,
 BY0165'AT A POINT WHERE THE ROAD TURNS SOUTH, AT A T ROAD JUNCTION WITH A
 BY0165'ROAD LEADING WEST, 41.0 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD
 BY0165'LEADING NORTHEAST, 4.0 FEET NORTHEAST OF A FENCE CORNER, 2.4 FEET
 BY0165'SOUTHWEST OF A REFERENCE POST, 2.0 FEET SOUTHEAST OF A FENCE, SET IN
 BY0165'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY0165
 BY0165                          STATION RECOVERY (1979)
 BY0165
 BY0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0165'AREA WAS SEARCHED AND BM WAS NOT FOUND. ROAD HAS BEEN RECONSTRUCTED.
 BY0165'BM MAY HAVE BEEN DESTROYED DURING RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1195 ***********************************************************************
 BY1195  DESIGNATION -  S 893
 BY1195  PID         -  BY1195
 BY1195  STATE/COUNTY-  TX/NACOGDOCHES
 BY1195  USGS QUAD   -  WODEN (1983)
 BY1195
 BY1195                         *CURRENT SURVEY CONTROL
 BY1195  ___________________________________________________________________
 BY1195* NAD 83(1986)-  31 34 16.     (N)    094 32 32.     (W)     SCALED    
 BY1195* NAVD 88     -       111.92   (+/-2cm)     367.2    (feet)  VERTCON   
 BY1195  ___________________________________________________________________
 BY1195  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1195
 BY1195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1195
 BY1195.The horizontal coordinates were scaled from a topographic map and have
 BY1195.an estimated accuracy of +/- 6 seconds.
 BY1195
 BY1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1195.The vertical order pertains to the NGVD 29 superseded value.
 BY1195
 BY1195.The geoid height was determined by GEOID03.
 BY1195
 BY1195;                    North         East    Units  Estimated Accuracy
 BY1195;SPC TX C     - 3,225,430.    1,249,470.      MT  (+/- 180 meters Scaled)
 BY1195
 BY1195                          SUPERSEDED SURVEY CONTROL
 BY1195
 BY1195  NGVD 29 (??/??/92)  111.983  (m)          367.40   (f) ADJ UNCH    2 0
 BY1195
 BY1195.Superseded values are not recommended for survey control.
 BY1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1195.See file dsdata.txt to determine how the superseded data were derived.
 BY1195
 BY1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ536939(NAD 83)
 BY1195_MARKER: DB = BENCH MARK DISK
 BY1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1195_STAMPING: S 893 1948
 BY1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1195+STABILITY: SURFACE MOTION
 BY1195
 BY1195  HISTORY     - Date     Condition        Report By
 BY1195  HISTORY     - 1948     MONUMENTED       CGS
 BY1195  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1195
 BY1195                          STATION DESCRIPTION
 BY1195
 BY1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1195'IN OAK RIDGE.
 BY1195'AT OAK RIDGE, BETWEEN THE TWO SETS OF STEPS ALONG THE NORTH SIDE OF
 BY1195'THE ELEMENTARY SCHOOL, 13.6 FEET WEST OF THE BOTTOM STEP AT THE MOST
 BY1195'EASTERLY ENTRANCE AT THE NORTH SIDE OF THE SCHOOL, 12.6 FEET EAST OF
 BY1195'THE BOTTOM STEP OF THE MOST WESTERLY ENTRANCE AT THE NORTH SIDE OF THE
 BY1195'SCHOOL, 105 YARDS SOUTH OF THE CENTER LINE OF STATE HIGHWAY 21, 47
 BY1195'YARDS WEST OF THE CENTER LINE OF FARM ROAD 226, 11.7 FEET NORTH OF THE
 BY1195'NORTH WALL OF THE SCHOOL, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1195'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY1195
 BY1195                          STATION RECOVERY (1998)
 BY1195
 BY1195'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0186 ***********************************************************************
 BY0186  DESIGNATION -  S 894
 BY0186  PID         -  BY0186
 BY0186  STATE/COUNTY-  TX/NACOGDOCHES
 BY0186  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0186
 BY0186                         *CURRENT SURVEY CONTROL
 BY0186  ___________________________________________________________________
 BY0186* NAD 83(1986)-  31 31 14.     (N)    094 21 03.     (W)     SCALED    
 BY0186* NAVD 88     -        75.32   (+/-2cm)     247.1    (feet)  VERTCON   
 BY0186  ___________________________________________________________________
 BY0186  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BY0186
 BY0186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0186
 BY0186.The horizontal coordinates were scaled from a topographic map and have
 BY0186.an estimated accuracy of +/- 6 seconds.
 BY0186
 BY0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0186.The vertical order pertains to the NGVD 29 superseded value.
 BY0186
 BY0186.The geoid height was determined by GEOID03.
 BY0186
 BY0186;                    North         East    Units  Estimated Accuracy
 BY0186;SPC TX C     - 3,220,790.    1,267,910.      MT  (+/- 180 meters Scaled)
 BY0186
 BY0186                          SUPERSEDED SURVEY CONTROL
 BY0186
 BY0186  NGVD 29 (??/??/92)   75.362  (m)          247.25   (f) ADJ UNCH    2 0
 BY0186
 BY0186.Superseded values are not recommended for survey control.
 BY0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0186.See file dsdata.txt to determine how the superseded data were derived.
 BY0186
 BY0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ717880(NAD 83)
 BY0186_MARKER: DB = BENCH MARK DISK
 BY0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0186_STAMPING: S 894 1949
 BY0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0186+STABILITY: SURFACE MOTION
 BY0186
 BY0186  HISTORY     - Date     Condition        Report By
 BY0186  HISTORY     - 1949     MONUMENTED       CGS
 BY0186  HISTORY     - 19980919 GOOD             USPSQD
 BY0186
 BY0186                          STATION DESCRIPTION
 BY0186
 BY0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0186'1.65 MI NW FROM CHIRENO.
 BY0186'0.45 MILE NORTHWEST ALONG STATE HIGHWAY 21 (BUSINESS ROUTE) FROM THE
 BY0186'POST OFFICE AT CHIRENO, THENCE 1.2 MILES NORTH ALONG THE
 BY0186'ATTOYAC-CHIRENO ROAD, AT A FARM HOME OCCUPIED BY ALBERT FITZGERALD AND
 BY0186'OWNED BY MILDRED MASON, 259.0 FEET EAST OF THE CENTER LINE OF THE
 BY0186'ROAD, 133.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE,
 BY0186'12.5 FEET NORTH OF A LOADING CHUTE, 2.0 FEET SOUTH OF A REFERENCE
 BY0186'POST, 1.8 FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0186'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0186
 BY0186                          STATION RECOVERY (1998)
 BY0186
 BY0186'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1206 ***********************************************************************
 BY1206  DESIGNATION -  S 895
 BY1206  PID         -  BY1206
 BY1206  STATE/COUNTY-  TX/NACOGDOCHES
 BY1206  USGS QUAD   -  WODEN (1983)
 BY1206
 BY1206                         *CURRENT SURVEY CONTROL
 BY1206  ___________________________________________________________________
 BY1206* NAD 83(1986)-  31 34 14.     (N)    094 31 58.     (W)     SCALED    
 BY1206* NAVD 88     -        88.08   (+/-2cm)     289.0    (feet)  VERTCON   
 BY1206  ___________________________________________________________________
 BY1206  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1206
 BY1206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1206
 BY1206.The horizontal coordinates were scaled from a topographic map and have
 BY1206.an estimated accuracy of +/- 6 seconds.
 BY1206
 BY1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1206.The vertical order pertains to the NGVD 29 superseded value.
 BY1206
 BY1206.The geoid height was determined by GEOID03.
 BY1206
 BY1206;                    North         East    Units  Estimated Accuracy
 BY1206;SPC TX C     - 3,225,410.    1,250,360.      MT  (+/- 180 meters Scaled)
 BY1206
 BY1206                          SUPERSEDED SURVEY CONTROL
 BY1206
 BY1206  NGVD 29 (??/??/92)   88.143  (m)          289.18   (f) ADJ UNCH    2 0
 BY1206
 BY1206.Superseded values are not recommended for survey control.
 BY1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1206.See file dsdata.txt to determine how the superseded data were derived.
 BY1206
 BY1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ545938(NAD 83)
 BY1206_MARKER: DB = BENCH MARK DISK
 BY1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1206_STAMPING: S 895 1949
 BY1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1206+STABILITY: SURFACE MOTION
 BY1206
 BY1206  HISTORY     - Date     Condition        Report By
 BY1206  HISTORY     - 1949     MONUMENTED       CGS
 BY1206
 BY1206                          STATION DESCRIPTION
 BY1206
 BY1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1206'0.5 MI E FROM OAK RIDGE.
 BY1206'0.5 MILE EAST ALONG STATE HIGHWAY 21 FROM THE ELEMENTARY SCHOOL AT OAK
 BY1206'RIDGE, 0.7 MILE WEST OF A BRIDGE OVER CARRIZO BAYOU, 103.0 FEET
 BY1206'SOUTHWEST OF THE SOUTHWEST CORNER OF THE J. H. BRIGHT FARMHOUSE, 74.2
 BY1206'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.0 FEET NORTHEAST OF A
 BY1206'FENCE CORNER, 1.8 FEET SOUTHWEST OF A REFERENCE POST, 0.9 FOOT
 BY1206'SOUTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY1206'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1484 ***********************************************************************
 BY1484  DESIGNATION -  S 896
 BY1484  PID         -  BY1484
 BY1484  STATE/COUNTY-  TX/HOUSTON
 BY1484  USGS QUAD   -  KENNARD (1951)
 BY1484
 BY1484                         *CURRENT SURVEY CONTROL
 BY1484  ___________________________________________________________________
 BY1484* NAD 83(1986)-  31 17 59.     (N)    095 13 23.     (W)     SCALED    
 BY1484* NAVD 88     -       110.02   (+/-2cm)     361.0    (feet)  VERTCON   
 BY1484  ___________________________________________________________________
 BY1484  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1484
 BY1484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1484
 BY1484.The horizontal coordinates were scaled from a topographic map and have
 BY1484.an estimated accuracy of +/- 6 seconds.
 BY1484
 BY1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1484.The vertical order pertains to the NGVD 29 superseded value.
 BY1484
 BY1484.The geoid height was determined by GEOID03.
 BY1484
 BY1484;                    North         East    Units  Estimated Accuracy
 BY1484;SPC TX C     - 3,192,210.    1,186,300.      MT  (+/- 180 meters Scaled)
 BY1484
 BY1484                          SUPERSEDED SURVEY CONTROL
 BY1484
 BY1484  NGVD 29 (??/??/92)  110.030  (m)          360.99   (f) ADJ UNCH    2 0
 BY1484
 BY1484.Superseded values are not recommended for survey control.
 BY1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1484.See file dsdata.txt to determine how the superseded data were derived.
 BY1484
 BY1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ884649(NAD 83)
 BY1484_MARKER: DB = BENCH MARK DISK
 BY1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1484_STAMPING: S 896 1948
 BY1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1484+STABILITY: SURFACE MOTION
 BY1484
 BY1484  HISTORY     - Date     Condition        Report By
 BY1484  HISTORY     - 1948     MONUMENTED       CGS
 BY1484
 BY1484                          STATION DESCRIPTION
 BY1484
 BY1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1484'8.90 MI E FROM KENNARD.
 BY1484'4.25 MILES WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION WITH NATIONAL
 BY1484'FOREST SERVICE ROAD 25 AT KENNARD, THENCE 2.9 MILES SOUTH ALONG
 BY1484'NATIONAL FOREST SERVICE ROAD 14, THENCE 1.75 MILES EAST ALONG A TRAIL,
 BY1484'NEAR THE CENTER OF A SMALL CLEARING IN THE FOREST, 17.0 FEET SOUTH OF
 BY1484'THE CENTER LINE OF THE TRAIL, 5.3 FEET NORTH OF A 28-INCH PINE TREE
 BY1484'WITH A TRIANGULAR BLAZE, 1.8 FEET EAST OF A REFERENCE POST, SET IN THE
 BY1484'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. NOTE--
 BY1484'THIS BENCH MARK IS 0.8 MILE WEST OF BENCH MARK T 896.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1620 ***********************************************************************
 BY1620  DESIGNATION -  S 897
 BY1620  PID         -  BY1620
 BY1620  STATE/COUNTY-  TX/HOUSTON
 BY1620  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1620
 BY1620                         *CURRENT SURVEY CONTROL
 BY1620  ___________________________________________________________________
 BY1620* NAD 83(1986)-  31 08 12.     (N)    095 25 30.     (W)     SCALED    
 BY1620* NAVD 88     -        93.20   (+/-2cm)     305.8    (feet)  VERTCON   
 BY1620  ___________________________________________________________________
 BY1620  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BY1620
 BY1620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1620
 BY1620.The horizontal coordinates were scaled from a topographic map and have
 BY1620.an estimated accuracy of +/- 6 seconds.
 BY1620
 BY1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1620.The vertical order pertains to the NGVD 29 superseded value.
 BY1620
 BY1620.The geoid height was determined by GEOID03.
 BY1620
 BY1620;                    North         East    Units  Estimated Accuracy
 BY1620;SPC TX C     - 3,173,280.    1,167,890.      MT  (+/- 180 meters Scaled)
 BY1620
 BY1620                          SUPERSEDED SURVEY CONTROL
 BY1620
 BY1620  NGVD 29 (??/??/92)   93.224  (m)          305.85   (f) ADJ UNCH    2 0
 BY1620
 BY1620.Superseded values are not recommended for survey control.
 BY1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1620.See file dsdata.txt to determine how the superseded data were derived.
 BY1620
 BY1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ687472(NAD 83)
 BY1620_MARKER: DB = BENCH MARK DISK
 BY1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1620_STAMPING: S 897 1948
 BY1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1620+STABILITY: SURFACE MOTION
 BY1620
 BY1620  HISTORY     - Date     Condition        Report By
 BY1620  HISTORY     - 1948     MONUMENTED       CGS
 BY1620  HISTORY     - 1962     GOOD             USGS
 BY1620  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1620
 BY1620                          STATION DESCRIPTION
 BY1620
 BY1620'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BY1620'1.55 MI E FROM LOVELADY.
 BY1620'LOVELADY, 1.55 MILES EAST OF ALONG FARM ROAD NO. 1280.  180 FEET SO.
 BY1620'ALONG A DRIVEWAY FROM THE CENTER LINE OF RD. NO. 1280, THENCE 120 NE
 BY1620'ALONG A FENCE LINE.  27 FEET SOUTH OF CENTER OF ABANDONED ROAD.  205
 BY1620'FEET NW. OF ABANDONED FARM HOUSE.  IN A CONCRETE POST PROJECTING 0.5
 BY1620'FOOT, A STANDARD TABLET STAMPED S 897 1948.
 BY1620
 BY1620                          STATION RECOVERY (1979)
 BY1620
 BY1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0154 ***********************************************************************
 BZ0154  DESIGNATION -  S 898
 BZ0154  PID         -  BZ0154
 BZ0154  STATE/COUNTY-  TX/FREESTONE
 BZ0154  USGS QUAD   -  DEW (1982)
 BZ0154
 BZ0154                         *CURRENT SURVEY CONTROL
 BZ0154  ___________________________________________________________________
 BZ0154* NAD 83(1986)-  31 33 03.     (N)    096 13 14.     (W)     SCALED    
 BZ0154* NAVD 88     -       152.394  (meters)     499.98   (feet)  ADJUSTED  
 BZ0154  ___________________________________________________________________
 BZ0154  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BZ0154  DYNAMIC HT  -         152.209 (meters)     499.37  (feet)  COMP
 BZ0154  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 BZ0154
 BZ0154  VERT ORDER  -  SECOND    CLASS 0
 BZ0154
 BZ0154.The horizontal coordinates were scaled from a topographic map and have
 BZ0154.an estimated accuracy of +/- 6 seconds.
 BZ0154
 BZ0154.The orthometric height was determined by differential leveling
 BZ0154.and adjusted by the National Geodetic Survey in June 1991..
 BZ0154
 BZ0154.The geoid height was determined by GEOID03.
 BZ0154
 BZ0154.The dynamic height is computed by dividing the NAVD 88
 BZ0154.geopotential number by the normal gravity value computed on the
 BZ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0154.degrees latitude (g = 980.6199 gals.).
 BZ0154
 BZ0154.The modeled gravity was interpolated from observed gravity values.
 BZ0154
 BZ0154;                    North         East    Units  Estimated Accuracy
 BZ0154;SPC TX C     - 3,216,090.    1,090,400.      MT  (+/- 180 meters Scaled)
 BZ0154
 BZ0154                          SUPERSEDED SURVEY CONTROL
 BZ0154
 BZ0154  NGVD 29 (??/??/92)  152.304  (m)          499.68   (f) ADJ UNCH    2 0
 BZ0154
 BZ0154.Superseded values are not recommended for survey control.
 BZ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0154.See file dsdata.txt to determine how the superseded data were derived.
 BZ0154
 BZ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV638940(NAD 83)
 BZ0154_MARKER: DB = BENCH MARK DISK
 BZ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0154_STAMPING: S 898 1948
 BZ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0154+STABILITY: SURFACE MOTION
 BZ0154
 BZ0154  HISTORY     - Date     Condition        Report By
 BZ0154  HISTORY     - 1948     MONUMENTED       CGS
 BZ0154  HISTORY     - 1965     GOOD             USGS
 BZ0154
 BZ0154                          STATION DESCRIPTION
 BZ0154
 BZ0154'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BZ0154'2.1 MI E FROM FREESTONE.
 BZ0154'0.3 MILES SOUTH FROM THE POST OFFICE AT FREESTONE, THENCE 1.7 MILES
 BZ0154'EAST ALONG FARM ROAD 489, AT THE NORTHEAST CORNER OF A YARD, 67.4
 BZ0154'FEET, NORTHEAST OF THE NORTHEAST CORNER OF A FRAM HOUSE, 20.8 FEET
 BZ0154'SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A FENCE CORNER,
 BZ0154'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0179 ***********************************************************************
 BZ0179  DESIGNATION -  S 899
 BZ0179  PID         -  BZ0179
 BZ0179  STATE/COUNTY-  TX/FREESTONE
 BZ0179  USGS QUAD   -  LANELY (1982)
 BZ0179
 BZ0179                         *CURRENT SURVEY CONTROL
 BZ0179  ___________________________________________________________________
 BZ0179* NAD 83(1986)-  31 35 55.     (N)    096 05 07.     (W)     SCALED    
 BZ0179* NAVD 88     -       133.315  (meters)     437.38   (feet)  ADJUSTED  
 BZ0179  ___________________________________________________________________
 BZ0179  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BZ0179  DYNAMIC HT  -         133.153 (meters)     436.85  (feet)  COMP
 BZ0179  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 BZ0179
 BZ0179  VERT ORDER  -  SECOND    CLASS 0
 BZ0179
 BZ0179.The horizontal coordinates were scaled from a topographic map and have
 BZ0179.an estimated accuracy of +/- 6 seconds.
 BZ0179
 BZ0179.The orthometric height was determined by differential leveling
 BZ0179.and adjusted by the National Geodetic Survey in June 1991..
 BZ0179
 BZ0179.The geoid height was determined by GEOID03.
 BZ0179
 BZ0179.The dynamic height is computed by dividing the NAVD 88
 BZ0179.geopotential number by the normal gravity value computed on the
 BZ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0179.degrees latitude (g = 980.6199 gals.).
 BZ0179
 BZ0179.The modeled gravity was interpolated from observed gravity values.
 BZ0179
 BZ0179;                    North         East    Units  Estimated Accuracy
 BZ0179;SPC TX C     - 3,221,870.    1,103,030.      MT  (+/- 180 meters Scaled)
 BZ0179
 BZ0179                          SUPERSEDED SURVEY CONTROL
 BZ0179
 BZ0179  NGVD 29 (??/??/92)  133.300  (m)          437.34   (f) ADJ UNCH    2 0
 BZ0179
 BZ0179.Superseded values are not recommended for survey control.
 BZ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0179.See file dsdata.txt to determine how the superseded data were derived.
 BZ0179
 BZ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV765996(NAD 83)
 BZ0179_MARKER: DB = BENCH MARK DISK
 BZ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0179_STAMPING: S 899 1948
 BZ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0179+STABILITY: SURFACE MOTION
 BZ0179
 BZ0179  HISTORY     - Date     Condition        Report By
 BZ0179  HISTORY     - 1948     MONUMENTED       CGS
 BZ0179
 BZ0179                          STATION DESCRIPTION
 BZ0179
 BZ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0179'3.3 MI E FROM DEW.
 BZ0179'3.3 MILES EAST ALONG FARM ROAD NO.489 FROM THE METHODIST CHURCH AT
 BZ0179'DEW, 178.0 FEET EAST OF THE NORTHEAST CORNER OF A WOODEN BRIDGE, 40.8
 BZ0179'FEET NORTH AND ABOUT 3.0 FEET BELOW THE CENTER OF THE ROAD, 22.0 FEET
 BZ0179'NORTHEAST OF A LONE 14 INCH OAK TREE, 10.3 FEET EAST OF A GATE POST,
 BZ0179'1.8 FEET WEST OF A WITNESS POST, 1.0 FOOT SOUTH OF A WOVEN WIRE FENCE
 BZ0179'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BZ0179'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1867 ***********************************************************************
 BK1867  DESIGNATION -  S 90
 BK1867  PID         -  BK1867
 BK1867  STATE/COUNTY-  TX/JASPER
 BK1867  USGS QUAD   -  KIRBYVILLE (1984)
 BK1867
 BK1867                         *CURRENT SURVEY CONTROL
 BK1867  ___________________________________________________________________
 BK1867* NAD 83(1986)-  30 44 31.     (N)    093 52 41.     (W)     SCALED    
 BK1867* NAVD 88     -        42.70   (+/-2cm)     140.1    (feet)  VERTCON   
 BK1867  ___________________________________________________________________
 BK1867  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BK1867
 BK1867  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1867
 BK1867.The horizontal coordinates were scaled from a topographic map and have
 BK1867.an estimated accuracy of +/- 6 seconds.
 BK1867
 BK1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1867.The vertical order pertains to the NGVD 29 superseded value.
 BK1867
 BK1867.The geoid height was determined by GEOID03.
 BK1867
 BK1867;                    North         East    Units  Estimated Accuracy
 BK1867;SPC TX C     - 3,137,130.    1,317,750.      MT  (+/- 180 meters Scaled)
 BK1867
 BK1867                          SUPERSEDED SURVEY CONTROL
 BK1867
 BK1867  NGVD 29 (??/??/??)   42.689  (m)          140.06   (f) ADJUSTED    1 2
 BK1867
 BK1867.Superseded values are not recommended for survey control.
 BK1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1867.See file dsdata.txt to determine how the superseded data were derived.
 BK1867
 BK1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ159013(NAD 83)
 BK1867_MARKER: DB = BENCH MARK DISK
 BK1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1867_STAMPING: 140.055 S 90 1932
 BK1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1867+STABILITY: SURFACE MOTION
 BK1867
 BK1867  HISTORY     - Date     Condition        Report By
 BK1867  HISTORY     - 1932     MONUMENTED       CGS
 BK1867  HISTORY     - 1934     GOOD             CGS
 BK1867
 BK1867                          STATION DESCRIPTION
 BK1867
 BK1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1867'5.6 MI N FROM KIRBYVILLE.
 BK1867'5.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1867'STATION AT KIRBYVILLE, JASPER COUNTY, 4 POLES NORTH OF MILE POLE 58, 2
 BK1867'POLES NORTH OF THE SECTION HOUSE, 50 FEET WEST OF THE TRACK, AT THE
 BK1867'FENCE LINE, AND 15 FEET SOUTH OF A GATE AT THE CROSSING OF A PRIVATE
 BK1867'ROAD.  A STANDARD DISK, STAMPED 140.055 S 90 1932 AND SET IN THE TOP
 BK1867'OF A CONCRETE POST.
 BK1867
 BK1867                          STATION RECOVERY (1934)
 BK1867
 BK1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0043 ***********************************************************************
 BM0043  DESIGNATION -  S 900
 BM0043  PID         -  BM0043
 BM0043  STATE/COUNTY-  TX/BRAZOS
 BM0043  USGS QUAD   -  BRYAN WEST (1980)
 BM0043
 BM0043                         *CURRENT SURVEY CONTROL
 BM0043  ___________________________________________________________________
 BM0043* NAD 83(1986)-  30 40 13.     (N)    096 24 12.     (W)     SCALED    
 BM0043* NAVD 88     -       101.33   (+/-2cm)     332.4    (feet)  VERTCON   
 BM0043  ___________________________________________________________________
 BM0043  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BM0043
 BM0043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0043
 BM0043.The horizontal coordinates were scaled from a topographic map and have
 BM0043.an estimated accuracy of +/- 6 seconds.
 BM0043
 BM0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0043.The vertical order pertains to the NGVD 29 superseded value.
 BM0043
 BM0043.The geoid height was determined by GEOID03.
 BM0043
 BM0043;                    North         East    Units  Estimated Accuracy
 BM0043;SPC TX C     - 3,117,910.    1,076,500.      MT  (+/- 180 meters Scaled)
 BM0043
 BM0043                          SUPERSEDED SURVEY CONTROL
 BM0043
 BM0043  NGVD 29 (??/??/92)  101.294  (m)          332.33   (f) ADJ UNCH    2 0
 BM0043
 BM0043.Superseded values are not recommended for survey control.
 BM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0043.See file dsdata.txt to determine how the superseded data were derived.
 BM0043
 BM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU487959(NAD 83)
 BM0043_MARKER: DB = BENCH MARK DISK
 BM0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0043_STAMPING: S-900 1944
 BM0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0043+STABILITY: SURFACE MOTION
 BM0043
 BM0043  HISTORY     - Date     Condition        Report By
 BM0043  HISTORY     - 1944     MONUMENTED       CGS
 BM0043  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0043
 BM0043                          STATION DESCRIPTION
 BM0043
 BM0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0043'2.1 MI SW FROM BRYAN.
 BM0043'ABOUT 2.1 MILE SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE IN
 BM0043'BRYAN BRAZOS COUNTY, AT THE TOP OF A SMALL HILL, 49.0 FEET NORTH OF
 BM0043'CENTER LINE OF HIGHWAY, 1.4 FEET SOUTH OF RIGHT-OF-WAY FENCE LINE,
 BM0043'62.0 FEET EAST OF POWER LINE POLE NO. G11, 1.5 FEET WEST OF THE MARKER
 BM0043'POST, A STANDARD IRON DISK, STAMPED S-900 1944, SET IN TOP OF A
 BM0043'CONCRETE POST AND PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 BM0043
 BM0043                          STATION RECOVERY (1994)
 BM0043
 BM0043'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0493 ***********************************************************************
 CR0493  DESIGNATION -  S 901
 CR0493  PID         -  CR0493
 CR0493  STATE/COUNTY-  TX/SMITH
 CR0493  USGS QUAD   -  CHANDLER (1973)
 CR0493
 CR0493                         *CURRENT SURVEY CONTROL
 CR0493  ___________________________________________________________________
 CR0493* NAD 83(1986)-  32 21 01.     (N)    095 23 27.     (W)     SCALED    
 CR0493* NAVD 88     -       162.829  (meters)     534.21   (feet)  ADJUSTED  
 CR0493  ___________________________________________________________________
 CR0493  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR0493  DYNAMIC HT  -         162.639 (meters)     533.59  (feet)  COMP
 CR0493  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 CR0493
 CR0493  VERT ORDER  -  SECOND    CLASS 0
 CR0493
 CR0493.The horizontal coordinates were scaled from a topographic map and have
 CR0493.an estimated accuracy of +/- 6 seconds.
 CR0493
 CR0493.The orthometric height was determined by differential leveling
 CR0493.and adjusted by the National Geodetic Survey in June 1991..
 CR0493
 CR0493.The geoid height was determined by GEOID03.
 CR0493
 CR0493.The dynamic height is computed by dividing the NAVD 88
 CR0493.geopotential number by the normal gravity value computed on the
 CR0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0493.degrees latitude (g = 980.6199 gals.).
 CR0493
 CR0493.The modeled gravity was interpolated from observed gravity values.
 CR0493
 CR0493;                    North         East    Units  Estimated Accuracy
 CR0493;SPC TXNC     - 2,080,140.      892,610.      MT  (+/- 180 meters Scaled)
 CR0493
 CR0493                          SUPERSEDED SURVEY CONTROL
 CR0493
 CR0493  NGVD 29 (??/??/92)  162.854  (m)          534.30   (f) ADJ UNCH    2 0
 CR0493
 CR0493.Superseded values are not recommended for survey control.
 CR0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0493.See file dsdata.txt to determine how the superseded data were derived.
 CR0493
 CR0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR750817(NAD 83)
 CR0493_MARKER: DB = BENCH MARK DISK
 CR0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0493_STAMPING: S 901 1945
 CR0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0493+STABILITY: SURFACE MOTION
 CR0493
 CR0493  HISTORY     - Date     Condition        Report By
 CR0493  HISTORY     - 1945     MONUMENTED       CGS
 CR0493  HISTORY     - 1948     GOOD             NGS
 CR0493  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0493
 CR0493                          STATION DESCRIPTION
 CR0493
 CR0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CR0493'4.7 MI W FROM TYLER.
 CR0493'ABOUT 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 31 FROM ITS JUNCTION
 CR0493'WITH STATE HIGHWAY NO. 64 AT WEST EDGE OF TYLER, THENCE NORTH ALONG AN
 CR0493'ASPHALT ROAD 1.5 MILES TO SITE OF MARK.  BENCH MARK IS 48.0 FEET WEST
 CR0493'OF CENTER LINE OF ROAD, 85.0 FEET SOUTH OF A T ROAD LEADING WEST INTO
 CR0493'POUNDS FIELD, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT NORTH OF A 4X4
 CR0493'MARKER POST.  AN IRON DISK STAMPED S 901 1945 SET IN THE TOP OF A
 CR0493'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
 CR0493
 CR0493                          STATION RECOVERY (1948)
 CR0493
 CR0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CR0493'RECOVERED IN GOOD CONDITION.
 CR0493
 CR0493                          STATION RECOVERY (1996)
 CR0493
 CR0493'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0311 ***********************************************************************
 DN0311  DESIGNATION -  S 902
 DN0311  PID         -  DN0311
 DN0311  STATE/COUNTY-  TX/GRAYSON
 DN0311  USGS QUAD   -  MARILEE (1961)
 DN0311
 DN0311                         *CURRENT SURVEY CONTROL
 DN0311  ___________________________________________________________________
 DN0311* NAD 83(1986)-  33 29 47.     (N)    096 46 22.     (W)     SCALED    
 DN0311* NAVD 88     -       216.631  (meters)     710.73   (feet)  ADJUSTED  
 DN0311  ___________________________________________________________________
 DN0311  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 DN0311  DYNAMIC HT  -         216.404 (meters)     709.99  (feet)  COMP
 DN0311  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 DN0311
 DN0311  VERT ORDER  -  SECOND    CLASS 0
 DN0311
 DN0311.The horizontal coordinates were scaled from a topographic map and have
 DN0311.an estimated accuracy of +/- 6 seconds.
 DN0311
 DN0311.The orthometric height was determined by differential leveling
 DN0311.and adjusted by the National Geodetic Survey in June 1991..
 DN0311
 DN0311.The geoid height was determined by GEOID03.
 DN0311
 DN0311.The dynamic height is computed by dividing the NAVD 88
 DN0311.geopotential number by the normal gravity value computed on the
 DN0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0311.degrees latitude (g = 980.6199 gals.).
 DN0311
 DN0311.The modeled gravity was interpolated from observed gravity values.
 DN0311
 DN0311;                    North         East    Units  Estimated Accuracy
 DN0311;SPC TXNC     - 2,204,220.      760,480.      MT  (+/- 180 meters Scaled)
 DN0311
 DN0311                          SUPERSEDED SURVEY CONTROL
 DN0311
 DN0311  NGVD 29 (??/??/92)  216.627  (m)          710.72   (f) ADJ UNCH    2 0
 DN0311
 DN0311.Superseded values are not recommended for survey control.
 DN0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0311.See file dsdata.txt to determine how the superseded data were derived.
 DN0311
 DN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC069085(NAD 83)
 DN0311_MARKER: DB = BENCH MARK DISK
 DN0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0311_STAMPING: S 902 1945
 DN0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0311+STABILITY: SURFACE MOTION
 DN0311
 DN0311  HISTORY     - Date     Condition        Report By
 DN0311  HISTORY     - 1945     MONUMENTED       CGS
 DN0311  HISTORY     - 1952     GOOD             NGS
 DN0311  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0311
 DN0311                          STATION DESCRIPTION
 DN0311
 DN0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0311'7.4 MI NW FROM GUNTER.
 DN0311'3.7 MILES NORTH ALONG STATE HIGHWAY 289 FROM THE HIGH SCHOOL AT
 DN0311'GUNTER, THENCE 3.3 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.4
 DN0311'MILE NORTH ALONG A GRAVELED ROAD, AT THE WEST END OF AN EAST AND WEST
 DN0311'JOG IN THE ROAD, AT THE NORTHWEST CORNER OF A FARM YARD, 27 FEET SOUTH
 DN0311'OF THE CENTER LINE OF THE GRAVELED ROAD, 41 FEET EAST OF THE CENTER OF
 DN0311'A BOARD GATE, 1 FOOT NORTH OF A PICKET FENCE, 1 FOOT WEST OF A WITNESS
 DN0311'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 DN0311'THE GROUND.
 DN0311
 DN0311                          STATION RECOVERY (1999)
 DN0311
 DN0311'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0052 ***********************************************************************
 CV0052  DESIGNATION -  S 903
 CV0052  PID         -  CV0052
 CV0052  STATE/COUNTY-  TX/MIDLAND
 CV0052  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0052
 CV0052                         *CURRENT SURVEY CONTROL
 CV0052  ___________________________________________________________________
 CV0052* NAD 83(1986)-  32 02 10.     (N)    102 05 45.     (W)     SCALED    
 CV0052* NAVD 88     -       851.379  (meters)    2793.23   (feet)  ADJUSTED  
 CV0052  ___________________________________________________________________
 CV0052  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CV0052  DYNAMIC HT  -         850.181 (meters)    2789.30  (feet)  COMP
 CV0052  MODELED GRAV-     979,203.9   (mgal)                       NAVD 88
 CV0052
 CV0052  VERT ORDER  -  FIRST     CLASS II
 CV0052
 CV0052.This mark is at Midland Airpark (MDD)  (MDD)
 CV0052
 CV0052.The horizontal coordinates were scaled from a topographic map and have
 CV0052.an estimated accuracy of +/- 6 seconds.
 CV0052
 CV0052.The orthometric height was determined by differential leveling
 CV0052.and adjusted by the National Geodetic Survey in June 1991..
 CV0052
 CV0052.The geoid height was determined by GEOID03.
 CV0052
 CV0052.The dynamic height is computed by dividing the NAVD 88
 CV0052.geopotential number by the normal gravity value computed on the
 CV0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0052.degrees latitude (g = 980.6199 gals.).
 CV0052
 CV0052.The modeled gravity was interpolated from observed gravity values.
 CV0052
 CV0052;                    North         East    Units  Estimated Accuracy
 CV0052;SPC TX C     - 3,264,000.      533,520.      MT  (+/- 180 meters Scaled)
 CV0052
 CV0052                          SUPERSEDED SURVEY CONTROL
 CV0052
 CV0052  NGVD 29 (??/??/92)  851.00   (m)         2792.0    (f) COMPUTED    1 2
 CV0052
 CV0052.Superseded values are not recommended for survey control.
 CV0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0052.See file dsdata.txt to determine how the superseded data were derived.
 CV0052
 CV0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR742481(NAD 83)
 CV0052_MARKER: DB = BENCH MARK DISK
 CV0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0052_SP_SET: FOUNDATION
 CV0052_STAMPING: S 903 1945
 CV0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0052
 CV0052  HISTORY     - Date     Condition        Report By
 CV0052  HISTORY     - 1945     MONUMENTED       CGS
 CV0052  HISTORY     - 1956     GOOD             NGS
 CV0052  HISTORY     - 1958     GOOD             NGS
 CV0052
 CV0052                          STATION DESCRIPTION
 CV0052
 CV0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CV0052'3.25 MI N FROM MIDLAND.
 CV0052'1 BLOCK WEST ALONG WEST WALL AVENUE FROM THE COURTHOUSE AT MIDLAND,
 CV0052'THENCE 2.5 MILES NORTH ALONG NORTH BIG SPRING STREET, THENCE 0.6 MILE
 CV0052'SOUTHWEST ALONG AN OILED ROAD, THENCE 0.15 MILE NORTHWEST TO THE
 CV0052'SOUTHEAST HANGAR AT THE MIDLAND AIRPARK, 124 YARDS NORTHEAST OF THE
 CV0052'ADMINISTRATION BUILDING, 79 FEET EAST OF THE EAST EDGE OF A CONCRETE
 CV0052'TAXIWAY, 4.8 FEET NORTHEAST OF THE WEST CORNER OF THE HANGAR, 0.1 MILE
 CV0052'NORTHWEST OF THE BEACON TOWER, 1.4 FEET ABOVE THE GROUND, SET
 CV0052'VERTICALLY IN THE SOUTHEAST SIDE OF THE CONCRETE FOUNDATION OF THE
 CV0052'HANGAR.
 CV0052
 CV0052                          STATION RECOVERY (1958)
 CV0052
 CV0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CV0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0298 ***********************************************************************
 CC0298  DESIGNATION -  S 904
 CC0298  PID         -  CC0298
 CC0298  STATE/COUNTY-  TX/WINKLER
 CC0298  USGS QUAD   -  WINK NORTH (1970)
 CC0298
 CC0298                         *CURRENT SURVEY CONTROL
 CC0298  ___________________________________________________________________
 CC0298* NAD 83(1986)-  31 46 26.     (N)    103 12 11.     (W)     SCALED    
 CC0298* NAVD 88     -       857.024  (meters)    2811.75   (feet)  ADJUSTED  
 CC0298  ___________________________________________________________________
 CC0298  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CC0298  DYNAMIC HT  -         855.802 (meters)    2807.74  (feet)  COMP
 CC0298  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 CC0298
 CC0298  VERT ORDER  -  SECOND    CLASS 0
 CC0298
 CC0298.This mark is at Winkler Co (INK) Airport (INK)
 CC0298
 CC0298.The horizontal coordinates were scaled from a topographic map and have
 CC0298.an estimated accuracy of +/- 6 seconds.
 CC0298
 CC0298.The orthometric height was determined by differential leveling
 CC0298.and adjusted by the National Geodetic Survey in June 1991..
 CC0298
 CC0298.The geoid height was determined by GEOID03.
 CC0298
 CC0298.The dynamic height is computed by dividing the NAVD 88
 CC0298.geopotential number by the normal gravity value computed on the
 CC0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0298.degrees latitude (g = 980.6199 gals.).
 CC0298
 CC0298.The modeled gravity was interpolated from observed gravity values.
 CC0298
 CC0298;                    North         East    Units  Estimated Accuracy
 CC0298;SPC TX C     - 3,237,110.      428,210.      MT  (+/- 180 meters Scaled)
 CC0298
 CC0298                          SUPERSEDED SURVEY CONTROL
 CC0298
 CC0298  NGVD 29 (??/??/92)  856.637  (m)         2810.48   (f) ADJ UNCH    2 0
 CC0298
 CC0298.Superseded values are not recommended for survey control.
 CC0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0298.See file dsdata.txt to determine how the superseded data were derived.
 CC0298
 CC0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR701167(NAD 83)
 CC0298_MARKER: DB = BENCH MARK DISK
 CC0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0298_SP_SET: VAULT
 CC0298_STAMPING: S 904 1945
 CC0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0298
 CC0298  HISTORY     - Date     Condition        Report By
 CC0298  HISTORY     - 1945     MONUMENTED       CGS
 CC0298  HISTORY     - 1968     GOOD             NGS
 CC0298
 CC0298                          STATION DESCRIPTION
 CC0298
 CC0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CC0298'4.2 MI NW FROM WINK.
 CC0298'ABOUT 3.2 MILES NORTHWEST ALONG THE AIRPORT ROAD FROM THE JUNCTION OF
 CC0298'FM HIGHWAY 1232 AND STATE-HIGHWAY 115 AT WINK TO THE WINK FAA STATION,
 CC0298'THENCE 1.1 MILES SOUTHERLY ALONG THE TAXI WAY AND ACROSS COUNTRY TO
 CC0298'THE ABANDONED AIRPORT BUILDINGS AND SITE OF BENCH MARK. IN THE
 CC0298'CONCRETE WALL OF THE OLD TRANSFORMER VAULT, 1.5 FEET EAST OF THE
 CC0298'NORTHWEST CORNER, AND 3.5 FEET ABOVE THE GROUND, SET VERTICALLY IN THE
 CC0298'NORTH WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2070 ***********************************************************************
 CS2070  DESIGNATION -  S 906
 CS2070  PID         -  CS2070
 CS2070  STATE/COUNTY-  TX/ELLIS
 CS2070  USGS QUAD   -  MAYPEARL (1978)
 CS2070
 CS2070                         *CURRENT SURVEY CONTROL
 CS2070  ___________________________________________________________________
 CS2070* NAD 83(1986)-  32 19 10.     (N)    097 01 09.     (W)     SCALED    
 CS2070* NAVD 88     -       178.107  (meters)     584.34   (feet)  ADJUSTED  
 CS2070  ___________________________________________________________________
 CS2070  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CS2070  DYNAMIC HT  -         177.895 (meters)     583.64  (feet)  COMP
 CS2070  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 CS2070
 CS2070  VERT ORDER  -  SECOND    CLASS 0
 CS2070
 CS2070.The horizontal coordinates were scaled from a topographic map and have
 CS2070.an estimated accuracy of +/- 6 seconds.
 CS2070
 CS2070.The orthometric height was determined by differential leveling
 CS2070.and adjusted by the National Geodetic Survey in June 1991..
 CS2070
 CS2070.The geoid height was determined by GEOID03.
 CS2070
 CS2070.The dynamic height is computed by dividing the NAVD 88
 CS2070.geopotential number by the normal gravity value computed on the
 CS2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2070.degrees latitude (g = 980.6199 gals.).
 CS2070
 CS2070.The modeled gravity was interpolated from observed gravity values.
 CS2070
 CS2070;                    North         East    Units  Estimated Accuracy
 CS2070;SPC TXNC     - 2,073,370.      739,430.      MT  (+/- 180 meters Scaled)
 CS2070
 CS2070                          SUPERSEDED SURVEY CONTROL
 CS2070
 CS2070  NGVD 29 (??/??/92)  178.087  (m)          584.27   (f) ADJ UNCH    2 0
 CS2070
 CS2070.Superseded values are not recommended for survey control.
 CS2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2070.See file dsdata.txt to determine how the superseded data were derived.
 CS2070
 CS2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA864775(NAD 83)
 CS2070_MARKER: DB = BENCH MARK DISK
 CS2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2070_STAMPING: S 906 1946
 CS2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2070+STABILITY: SURFACE MOTION
 CS2070
 CS2070  HISTORY     - Date     Condition        Report By
 CS2070  HISTORY     - 1946     MONUMENTED       CGS
 CS2070
 CS2070                          STATION DESCRIPTION
 CS2070
 CS2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2070'0.8 MI NW FROM MAY PEARL.
 CS2070'TO REACH FROM THE RAILROAD DEPOT IN MAY PEARL GO NORTHWEST ALONG THE
 CS2070'WAXAHACHIE-MAY PEARL ROAD FOR 0.8 MILE TO SITE OF BENCH MARK.  MARK IS
 CS2070'30 FEET NORTHEAST CENTER OF ROAD, 21 FEET SOUTHEAST OF A PRIVATE
 CS2070'DRIVE, 4 FEET SOUTHEAST OF A FENCE CORNER.  IT IS A DISK SET IN A
 CS2070'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  A 4X4 INCH WHITE WITNESS
 CS2070'POST WAS SET NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2101 ***********************************************************************
 CS2101  DESIGNATION -  S 907
 CS2101  PID         -  CS2101
 CS2101  STATE/COUNTY-  TX/ELLIS
 CS2101  USGS QUAD   -  MAYPEARL (1978)
 CS2101
 CS2101                         *CURRENT SURVEY CONTROL
 CS2101  ___________________________________________________________________
 CS2101* NAD 83(1986)-  32 19 25.     (N)    097 01 17.     (W)     SCALED    
 CS2101* NAVD 88     -       175.173  (meters)     574.71   (feet)  ADJUSTED  
 CS2101  ___________________________________________________________________
 CS2101  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CS2101  DYNAMIC HT  -         174.964 (meters)     574.03  (feet)  COMP
 CS2101  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 CS2101
 CS2101  VERT ORDER  -  SECOND    CLASS 0
 CS2101
 CS2101.The horizontal coordinates were scaled from a topographic map and have
 CS2101.an estimated accuracy of +/- 6 seconds.
 CS2101
 CS2101.The orthometric height was determined by differential leveling
 CS2101.and adjusted by the National Geodetic Survey in June 1991..
 CS2101
 CS2101.The geoid height was determined by GEOID03.
 CS2101
 CS2101.The dynamic height is computed by dividing the NAVD 88
 CS2101.geopotential number by the normal gravity value computed on the
 CS2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2101.degrees latitude (g = 980.6199 gals.).
 CS2101
 CS2101.The modeled gravity was interpolated from observed gravity values.
 CS2101
 CS2101;                    North         East    Units  Estimated Accuracy
 CS2101;SPC TXNC     - 2,073,830.      739,210.      MT  (+/- 180 meters Scaled)
 CS2101
 CS2101                          SUPERSEDED SURVEY CONTROL
 CS2101
 CS2101  NGVD 29 (??/??/92)  175.154  (m)          574.65   (f) ADJ UNCH    2 0
 CS2101
 CS2101.Superseded values are not recommended for survey control.
 CS2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2101.See file dsdata.txt to determine how the superseded data were derived.
 CS2101
 CS2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA862780(NAD 83)
 CS2101_MARKER: DB = BENCH MARK DISK
 CS2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2101_STAMPING: S 907 1946
 CS2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2101+STABILITY: SURFACE MOTION
 CS2101
 CS2101  HISTORY     - Date     Condition        Report By
 CS2101  HISTORY     - 1946     MONUMENTED       CGS
 CS2101  HISTORY     - 1956     MARK NOT FOUND   NGS
 CS2101
 CS2101                          STATION DESCRIPTION
 CS2101
 CS2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2101'1.4 MI N FROM MAY PEARL.
 CS2101'THE BENCH MARK IS LOCATED ABOUT 1.4 MILES NORTH ALONG THE WAXAHACHIE,
 CS2101'MAY PEARL ROAD, AT THE INTERSECTION FORMED BY IT AND A ROAD LEADING
 CS2101'NORTHWEST TO VENUS.  24 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 CS2101'LEADING TO WAXAHACHIE, 48 FEET SOUTHEAST OF THE CENTER OF THE
 CS2101'INTERSECTION, 3 FEET SOUTH OF A TELEPHONE POLE, 2 FEET WEST OF A 4 X 4
 CS2101'INCH WHITE WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS2101'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 CS2101
 CS2101                          STATION RECOVERY (1956)
 CS2101
 CS2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS2101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0008 ***********************************************************************
 AJ0008  DESIGNATION -  S 909
 AJ0008  PID         -  AJ0008
 AJ0008  STATE/COUNTY-  TX/JIM WELLS
 AJ0008  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0008
 AJ0008                         *CURRENT SURVEY CONTROL
 AJ0008  ___________________________________________________________________
 AJ0008* NAD 83(1986)-  27 44 23.     (N)    098 01 49.     (W)     SCALED    
 AJ0008* NAVD 88     -        53.119  (meters)     174.27   (feet)  ADJUSTED  
 AJ0008  ___________________________________________________________________
 AJ0008  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AJ0008  DYNAMIC HT  -          53.037 (meters)     174.01  (feet)  COMP
 AJ0008  MODELED GRAV-     979,097.1   (mgal)                       NAVD 88
 AJ0008
 AJ0008  VERT ORDER  -  FIRST     CLASS II
 AJ0008
 AJ0008.The horizontal coordinates were scaled from a topographic map and have
 AJ0008.an estimated accuracy of +/- 6 seconds.
 AJ0008
 AJ0008.The orthometric height was determined by differential leveling
 AJ0008.and adjusted by the National Geodetic Survey in June 1991..
 AJ0008
 AJ0008.The geoid height was determined by GEOID03.
 AJ0008
 AJ0008.The dynamic height is computed by dividing the NAVD 88
 AJ0008.geopotential number by the normal gravity value computed on the
 AJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0008.degrees latitude (g = 980.6199 gals.).
 AJ0008
 AJ0008.The modeled gravity was interpolated from observed gravity values.
 AJ0008
 AJ0008;                    North         East    Units  Estimated Accuracy
 AJ0008;SPC TX S     - 5,229,770.      346,310.      MT  (+/- 180 meters Scaled)
 AJ0008
 AJ0008                          SUPERSEDED SURVEY CONTROL
 AJ0008
 AJ0008  NGVD 29 (??/??/92)   53.202  (m)          174.55   (f) ADJ UNCH    1 2
 AJ0008
 AJ0008.Superseded values are not recommended for survey control.
 AJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0008.See file dsdata.txt to determine how the superseded data were derived.
 AJ0008
 AJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR955687(NAD 83)
 AJ0008_MARKER: DB = BENCH MARK DISK
 AJ0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0008_SP_SET: APRON
 AJ0008_STAMPING: S 909 1944
 AJ0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0008
 AJ0008  HISTORY     - Date     Condition        Report By
 AJ0008  HISTORY     - 1944     MONUMENTED       CGS
 AJ0008  HISTORY     - 1950     GOOD             NGS
 AJ0008
 AJ0008                          STATION DESCRIPTION
 AJ0008
 AJ0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AJ0008'3.5 MI SE FROM ALICE.
 AJ0008'1.8 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0008'ALICE, THENCE 1.7 MILES SOUTHEAST ALONG AN OILED ROAD LEADING TO ALICE
 AJ0008'AIRPORT, AT ALICE AIRPORT, 4.4 FEET SOUTH OF THE EAST CORNER OF A
 AJ0008'HANGAR, SET IN THE TOP OF THE NORTH CORNER OF A CONCRETE APRON WHICH
 AJ0008'IS IN FRONT OF THE MOST SOUTHWESTERLY ONE OF THE TWO MIDDLE HANGARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2151 ***********************************************************************
 BX2151  DESIGNATION -  S 91
 BX2151  PID         -  BX2151
 BX2151  STATE/COUNTY-  TX/SABINE
 BX2151  USGS QUAD   -  PINELAND NORTH (1984)
 BX2151
 BX2151                         *CURRENT SURVEY CONTROL
 BX2151  ___________________________________________________________________
 BX2151* NAD 83(1986)-  31 19 18.     (N)    094 00 00.     (W)     SCALED    
 BX2151* NAVD 88     -        90.44   (+/-2cm)     296.7    (feet)  VERTCON   
 BX2151  ___________________________________________________________________
 BX2151  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BX2151
 BX2151  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2151
 BX2151.The horizontal coordinates were scaled from a topographic map and have
 BX2151.an estimated accuracy of +/- 6 seconds.
 BX2151
 BX2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2151.The vertical order pertains to the NGVD 29 superseded value.
 BX2151
 BX2151.The geoid height was determined by GEOID03.
 BX2151
 BX2151;                    North         East    Units  Estimated Accuracy
 BX2151;SPC TX C     - 3,200,620.    1,302,430.      MT  (+/- 180 meters Scaled)
 BX2151
 BX2151                          SUPERSEDED SURVEY CONTROL
 BX2151
 BX2151  NGVD 29 (??/??/??)   90.461  (m)          296.79   (f) ADJUSTED    1 2
 BX2151
 BX2151.Superseded values are not recommended for survey control.
 BX2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2151.See file dsdata.txt to determine how the superseded data were derived.
 BX2151
 BX2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ048656(NAD 83)
 BX2151_MARKER: DB = BENCH MARK DISK
 BX2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2151_STAMPING: S 91 1932 296.787
 BX2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2151+STABILITY: SURFACE MOTION
 BX2151
 BX2151  HISTORY     - Date     Condition        Report By
 BX2151  HISTORY     - 1932     MONUMENTED       CGS
 BX2151  HISTORY     - 1952     GOOD             CGS
 BX2151
 BX2151                          STATION DESCRIPTION
 BX2151
 BX2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2151'1.8 MI SE FROM BRONSON.
 BX2151'1.8 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BX2151'FROM THE STATION AT BRONSON, 12 RAILS SOUTHEAST OF TRESTLE 103 A, 56
 BX2151'FEET SOUTHEAST OF MILEPOST 103, 25.4 FEET SOUTHWEST OF THE SOUTHWEST
 BX2151'RAIL, 18.6 FEET NORTHEAST OF A FENCE, 1.2 FEET NORTHEAST OF A WITNESS
 BX2151'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BX2151'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0850 ***********************************************************************
 AH0850  DESIGNATION -  S 911
 AH0850  PID         -  AH0850
 AH0850  STATE/COUNTY-  TX/NUECES
 AH0850  USGS QUAD   -  PETRONILA NE (1975)
 AH0850
 AH0850                         *CURRENT SURVEY CONTROL
 AH0850  ___________________________________________________________________
 AH0850* NAD 83(1986)-  27 40 23.     (N)    097 32 08.     (W)     SCALED    
 AH0850* NAVD 88     -        13.669  (meters)      44.85   (feet)  ADJUSTED  
 AH0850  ___________________________________________________________________
 AH0850  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH0850  DYNAMIC HT  -          13.648 (meters)      44.78  (feet)  COMP
 AH0850  MODELED GRAV-     979,118.7   (mgal)                       NAVD 88
 AH0850
 AH0850  VERT ORDER  -  SECOND    CLASS 0
 AH0850
 AH0850.The horizontal coordinates were scaled from a topographic map and have
 AH0850.an estimated accuracy of +/- 6 seconds.
 AH0850
 AH0850.The orthometric height was determined by differential leveling
 AH0850.and adjusted by the National Geodetic Survey in June 1991..
 AH0850
 AH0850.The geoid height was determined by GEOID03.
 AH0850
 AH0850.The dynamic height is computed by dividing the NAVD 88
 AH0850.geopotential number by the normal gravity value computed on the
 AH0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0850.degrees latitude (g = 980.6199 gals.).
 AH0850
 AH0850.The modeled gravity was interpolated from observed gravity values.
 AH0850
 AH0850;                    North         East    Units  Estimated Accuracy
 AH0850;SPC TX S     - 5,222,660.      395,150.      MT  (+/- 180 meters Scaled)
 AH0850
 AH0850                          SUPERSEDED SURVEY CONTROL
 AH0850
 AH0850  NGVD 29 (??/??/92)   13.826  (m)           45.36   (f) ADJ UNCH    2 0
 AH0850
 AH0850.Superseded values are not recommended for survey control.
 AH0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0850.See file dsdata.txt to determine how the superseded data were derived.
 AH0850
 AH0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR444618(NAD 83)
 AH0850_MARKER: DB = BENCH MARK DISK
 AH0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0850_SP_SET: CULVERT
 AH0850_STAMPING: S 911 1945
 AH0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0850
 AH0850  HISTORY     - Date     Condition        Report By
 AH0850  HISTORY     - 1945     MONUMENTED       CGS
 AH0850  HISTORY     - 1949     GOOD             NGS
 AH0850  HISTORY     - 1966     GOOD             BOR
 AH0850  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0850  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0850
 AH0850                          STATION DESCRIPTION
 AH0850
 AH0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0850'8.0 MI NE FROM PETRONILLA.
 AH0850'1.0 MILE NORTH ALONG A PAVED ROAD FROM PETRONILLA SCHOOL AT
 AH0850'PETRONILLA, NUECES COUNTY, 6.0 MILES EAST ALONG A PAVED ROAD, AND 1.0
 AH0850'MILE SOUTH ALONG A PAVED ROAD.  AT HONGO RANCH HEADQUARTERS, AT A ROAD
 AH0850'INTERSECTION, 36 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 AH0850'ROAD, 20 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AT A
 AH0850'CONCRETE CULVERT, AND IN THE EAST HEADWALL. AN IRON DISK, STAMPED S
 AH0850'911 1945.
 AH0850
 AH0850                          STATION RECOVERY (1966)
 AH0850
 AH0850'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0850'RECOVERED IN GOOD CONDITION.
 AH0850
 AH0850                          STATION RECOVERY (2001)
 AH0850
 AH0850'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0850'MARK NOT FOUND.
 AH0850
 AH0850                          STATION RECOVERY (2002)
 AH0850
 AH0850'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0124 ***********************************************************************
 CE0124  DESIGNATION -  S 912
 CE0124  PID         -  CE0124
 CE0124  STATE/COUNTY-  TX/EL PASO
 CE0124  USGS QUAD   -  EL PASO (1997)
 CE0124
 CE0124                         *CURRENT SURVEY CONTROL
 CE0124  ___________________________________________________________________
 CE0124* NAD 83(1986)-  31 49 33.     (N)    106 25 08.     (W)     SCALED    
 CE0124* NAVD 88     -      1180.748  (meters)    3873.84   (feet)  POSTED    
 CE0124  ___________________________________________________________________
 CE0124  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0124  DYNAMIC HT  -        1178.950 (meters)    3867.94  (feet)  COMP
 CE0124  MODELED GRAV-     979,077.4   (mgal)                       NAVD 88
 CE0124
 CE0124  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CE0124
 CE0124.The horizontal coordinates were scaled from a topographic map and have
 CE0124.an estimated accuracy of +/- 6 seconds.
 CE0124
 CE0124.The orthometric height was determined by differential leveling
 CE0124.and adjusted by the National Geodetic Survey in 1992..
 CE0124.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CE0124.rate of 1.1 thru 2.0 mm/km.
 CE0124
 CE0124.The geoid height was determined by GEOID03.
 CE0124
 CE0124.The dynamic height is computed by dividing the NAVD 88
 CE0124.geopotential number by the normal gravity value computed on the
 CE0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0124.degrees latitude (g = 980.6199 gals.).
 CE0124
 CE0124.The modeled gravity was interpolated from observed gravity values.
 CE0124
 CE0124;                    North         East    Units  Estimated Accuracy
 CE0124;SPC TX C     - 3,255,120.      124,170.      MT  (+/- 180 meters Scaled)
 CE0124
 CE0124                          SUPERSEDED SURVEY CONTROL
 CE0124
 CE0124  NGVD 29 (??/??/92) 1180.220  (m)         3872.11   (f) ADJ UNCH    1 2
 CE0124
 CE0124.Superseded values are not recommended for survey control.
 CE0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0124.See file dsdata.txt to determine how the superseded data were derived.
 CE0124
 CE0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR657220(NAD 83)
 CE0124_MARKER: DB = BENCH MARK DISK
 CE0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0124_SP_SET: CURB
 CE0124_STAMPING: S 912 1945
 CE0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0124
 CE0124  HISTORY     - Date     Condition        Report By
 CE0124  HISTORY     - 1945     MONUMENTED       CGS
 CE0124  HISTORY     - 1954     GOOD             NGS
 CE0124
 CE0124                          STATION DESCRIPTION
 CE0124
 CE0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0124'7.1 MI NE FROM EL PASO.
 CE0124'6.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0124'UNION STATION AT EL PASO, THENCE 0.75 MILE EAST ALONG THE BIGGS FIELD
 CE0124'ROAD, 70 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 30 FEET WEST OF
 CE0124'THE CENTER LINE OF JEB STUART ROAD, 58 FEET EAST OF A STONE FENCE
 CE0124'AROUND A CEMETERY, SET IN THE TOP OF THE NORTH SIDE OF THE CONCRETE
 CE0124'CURB OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0543 ***********************************************************************
 CU0543  DESIGNATION -  S 913
 CU0543  PID         -  CU0543
 CU0543  STATE/COUNTY-  TX/MITCHELL
 CU0543  USGS QUAD   -  WESTBROOK (1978)
 CU0543
 CU0543                         *CURRENT SURVEY CONTROL
 CU0543  ___________________________________________________________________
 CU0543* NAD 83(1986)-  32 20 46.     (N)    101 02 35.     (W)     SCALED    
 CU0543* NAVD 88     -       664.390  (meters)    2179.75   (feet)  ADJUSTED  
 CU0543  ___________________________________________________________________
 CU0543  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0543  DYNAMIC HT  -         663.499 (meters)    2176.83  (feet)  COMP
 CU0543  MODELED GRAV-     979,276.7   (mgal)                       NAVD 88
 CU0543
 CU0543  VERT ORDER  -  FIRST     CLASS II
 CU0543
 CU0543.The horizontal coordinates were scaled from a topographic map and have
 CU0543.an estimated accuracy of +/- 6 seconds.
 CU0543
 CU0543.The orthometric height was determined by differential leveling
 CU0543.and adjusted by the National Geodetic Survey in June 1991..
 CU0543
 CU0543.The geoid height was determined by GEOID03.
 CU0543
 CU0543.The dynamic height is computed by dividing the NAVD 88
 CU0543.geopotential number by the normal gravity value computed on the
 CU0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0543.degrees latitude (g = 980.6199 gals.).
 CU0543
 CU0543.The modeled gravity was interpolated from observed gravity values.
 CU0543
 CU0543;                    North         East    Units  Estimated Accuracy
 CU0543;SPC TXNC     - 2,078,240.      360,640.      MT  (+/- 180 meters Scaled)
 CU0543
 CU0543                          SUPERSEDED SURVEY CONTROL
 CU0543
 CU0543  NGVD 29 (??/??/92)  664.168  (m)         2179.02   (f) ADJ UNCH    1 2
 CU0543
 CU0543.Superseded values are not recommended for survey control.
 CU0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0543.See file dsdata.txt to determine how the superseded data were derived.
 CU0543
 CU0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA077806(NAD 83)
 CU0543_MARKER: DB = BENCH MARK DISK
 CU0543_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0543_SP_SET: 25 FT
 CU0543_STAMPING: S 913 1956
 CU0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0543
 CU0543  HISTORY     - Date     Condition        Report By
 CU0543  HISTORY     - 1956     MONUMENTED       CGS
 CU0543  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0543
 CU0543                          STATION DESCRIPTION
 CU0543
 CU0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0543'2.0 MI SW FROM WESTBROOK.
 CU0543'2.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0543'SECTION FOREMANS HOUSE AT WESTBROOK, 193 FEET WEST OF MILEPOST 487, 58
 CU0543'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANE OF U.S.
 CU0543'HIGHWAY 80, 30 FEET NORTHWEST OF THE NORTHWEST RAIL, 21.5 FEET
 CU0543'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 CU0543'2.4 FEET SOUTHWEST OF A WITNESS POST, 486 FEET SOUTHWEST OF BENCH MARK
 CU0543'T 913, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH
 CU0543'IS DRIVEN 25 FEET IN THE GROUND, INCASED IN A 4 INCH TILE PIPE WHICH
 CU0543'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0543
 CU0543                          STATION RECOVERY (1982)
 CU0543
 CU0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1288 ***********************************************************************
 CS1288  DESIGNATION -  S 914
 CS1288  PID         -  CS1288
 CS1288  STATE/COUNTY-  TX/DALLAS
 CS1288  USGS QUAD   -  CARROLLTON (1981)
 CS1288
 CS1288                         *CURRENT SURVEY CONTROL
 CS1288  ___________________________________________________________________
 CS1288* NAD 83(1986)-  32 52 48.     (N)    096 56 38.     (W)     SCALED    
 CS1288* NAVD 88     -       131.110  (meters)     430.15   (feet)  ADJUSTED  
 CS1288  ___________________________________________________________________
 CS1288  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CS1288  DYNAMIC HT  -         130.960 (meters)     429.66  (feet)  COMP
 CS1288  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CS1288
 CS1288  VERT ORDER  -  SECOND    CLASS 0
 CS1288
 CS1288.The horizontal coordinates were scaled from a topographic map and have
 CS1288.an estimated accuracy of +/- 6 seconds.
 CS1288
 CS1288.The orthometric height was determined by differential leveling
 CS1288.and adjusted by the National Geodetic Survey in June 1991..
 CS1288
 CS1288.The geoid height was determined by GEOID03.
 CS1288
 CS1288.The dynamic height is computed by dividing the NAVD 88
 CS1288.geopotential number by the normal gravity value computed on the
 CS1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1288.degrees latitude (g = 980.6199 gals.).
 CS1288
 CS1288.The modeled gravity was interpolated from observed gravity values.
 CS1288
 CS1288;                    North         East    Units  Estimated Accuracy
 CS1288;SPC TXNC     - 2,135,630.      745,600.      MT  (+/- 180 meters Scaled)
 CS1288
 CS1288                          SUPERSEDED SURVEY CONTROL
 CS1288
 CS1288  NGVD 29 (??/??/92)  131.129  (m)          430.21   (f) ADJ UNCH    2 0
 CS1288
 CS1288.Superseded values are not recommended for survey control.
 CS1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1288.See file dsdata.txt to determine how the superseded data were derived.
 CS1288
 CS1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB923398(NAD 83)
 CS1288_MARKER: DB = BENCH MARK DISK
 CS1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1288_SP_SET: ABUTMENT
 CS1288_STAMPING: S 914 1946
 CS1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1288
 CS1288  HISTORY     - Date     Condition        Report By
 CS1288  HISTORY     - 1946     MONUMENTED       CGS
 CS1288  HISTORY     - 1957     GOOD             NGS
 CS1288
 CS1288                          STATION DESCRIPTION
 CS1288
 CS1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1288'8.7 MI SW FROM FARMERS BRANCH.
 CS1288'4.6 MILES SOUTH ALONG A PAVED ROAD FROM THE MISSOURI-KANSAS-TEXAS
 CS1288'RAILROAD OF TEXAS STATION AT FARMERS BRANCH, THENCE 4.1 MILES
 CS1288'NORTHWEST ALONG STATE HIGHWAY 114, AT A CONCRETE BRIDGE, IN THE TOP OF
 CS1288'THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 18 FEET SOUTH OF THE
 CS1288'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 CS1288'DISK, STAMPED S 914 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0137 ***********************************************************************
 AZ0137  DESIGNATION -  S 915
 AZ0137  PID         -  AZ0137
 AZ0137  STATE/COUNTY-  TX/VAL VERDE
 AZ0137  USGS QUAD   -  DEL RIO SE (1972)
 AZ0137
 AZ0137                         *CURRENT SURVEY CONTROL
 AZ0137  ___________________________________________________________________
 AZ0137* NAD 83(1986)-  29 22 23.     (N)    100 47 00.     (W)     SCALED    
 AZ0137* NAVD 88     -       328.022  (meters)    1076.19   (feet)  ADJUSTED  
 AZ0137  ___________________________________________________________________
 AZ0137  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0137  DYNAMIC HT  -         327.542 (meters)    1074.61  (feet)  COMP
 AZ0137  MODELED GRAV-     979,171.9   (mgal)                       NAVD 88
 AZ0137
 AZ0137  VERT ORDER  -  FIRST     CLASS II
 AZ0137
 AZ0137.The horizontal coordinates were scaled from a topographic map and have
 AZ0137.an estimated accuracy of +/- 6 seconds.
 AZ0137
 AZ0137.The orthometric height was determined by differential leveling
 AZ0137.and adjusted by the National Geodetic Survey in June 1991..
 AZ0137
 AZ0137.The geoid height was determined by GEOID03.
 AZ0137
 AZ0137.The dynamic height is computed by dividing the NAVD 88
 AZ0137.geopotential number by the normal gravity value computed on the
 AZ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0137.degrees latitude (g = 980.6199 gals.).
 AZ0137
 AZ0137.The modeled gravity was interpolated from observed gravity values.
 AZ0137
 AZ0137;                    North         East    Units  Estimated Accuracy
 AZ0137;SPC TXSC     - 4,171,960.      426,890.      MT  (+/- 180 meters Scaled)
 AZ0137
 AZ0137                          SUPERSEDED SURVEY CONTROL
 AZ0137
 AZ0137  NGVD 29 (??/??/92)  327.954  (m)         1075.96   (f) ADJ UNCH    1 2
 AZ0137
 AZ0137.Superseded values are not recommended for survey control.
 AZ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0137.See file dsdata.txt to determine how the superseded data were derived.
 AZ0137
 AZ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT269506(NAD 83)
 AZ0137_MARKER: DB = BENCH MARK DISK
 AZ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0137_STAMPING: S 915 1944
 AZ0137_MARK LOGO: CGS   
 AZ0137_PROJECTION: PROJECTING 20 CENTIMETERS
 AZ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0137+STABILITY: SURFACE MOTION
 AZ0137
 AZ0137  HISTORY     - Date     Condition        Report By
 AZ0137  HISTORY     - 1944     MONUMENTED       CGS
 AZ0137  HISTORY     - 1957     GOOD             NGS
 AZ0137  HISTORY     - 1982     GOOD             NGS
 AZ0137  HISTORY     - 19980805 GOOD             USPSQD
 AZ0137
 AZ0137                          STATION DESCRIPTION
 AZ0137
 AZ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0137'7.6 MI E FROM DEL RIO.
 AZ0137'ABOUT 7.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0137'STATION AT DEL RIO, 4 RAILS SOUTHWEST OF THE SOUTHWEST END OF A
 AZ0137'SIDING, 36 FEET NORTHWEST OF THE NORTHWEST RAIL, 72 FEET SOUTHEAST OF
 AZ0137'THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A BRACED TELEPHONE
 AZ0137'POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A
 AZ0137'CONCRETE POST WHICH PROJECTS 0.6 FOOT.
 AZ0137
 AZ0137                          STATION RECOVERY (1982)
 AZ0137
 AZ0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0137'A NEW DESCRIPTION FOLLOWS, 2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG U.S.
 AZ0137'HIGHWAYS 90 AND 277 (AVENUE F STREET) FROM THE CIVIC CENTER IN DEL
 AZ0137'RIO, TO THE JUNCTION OF U.S. HIGHWAY 90 EAST (GIBBS STREET), THENCE
 AZ0137'11.7 KM (7.3 MI) EAST ALONG U.S. HIGHWAY 90, AT A POINT 0.2 KM
 AZ0137'(0.1 MI) PAST A REST STOP ON THE SOUTH SOUTHEAST SIDE OF THE HIGHWAY,
 AZ0137'22.1 METERS (72.5 FT) SOUTH SOUTHEAST OF THE CENTERLINE OF HIGHWAY 90,
 AZ0137'10.8 METERS (35.5 FT) NORTH NORTHWEST OF THE NORTH NORTHWEST RAIL OF
 AZ0137'THE SOUTHERN PACIFIC RAILROAD, 1.5 METERS (5.0 FT) SOUTH SOUTHWEST OF
 AZ0137'A TELEPHONE POLE NUMBER 2410 WITH 2 GUY CABLES, 20.1 METERS (66.0 FT)
 AZ0137'WEST OF RAILROAD MILEPOST 371, 61.5 METERS (202.0 FT) WEST SOUTHWEST
 AZ0137'OF A POWERLINE POLE WITH A TRANSFORMER WHERE POWERLINE CROSSES
 AZ0137'HIGHWAY, AND 7.3 METERS (24.0 FT) EAST NORTHEAST OF A GUY CABLE ANCHOR
 AZ0137'TO POLE 2410.
 AZ0137'THE MARK IS 0.46 METERS  ENE FROM A WITNESS POST.
 AZ0137'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0137
 AZ0137                          STATION RECOVERY (1998)
 AZ0137
 AZ0137'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0576 ***********************************************************************
 AE0576  DESIGNATION -  S 916
 AE0576  PID         -  AE0576
 AE0576  STATE/COUNTY-  TX/HIDALGO
 AE0576  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0576
 AE0576                         *CURRENT SURVEY CONTROL
 AE0576  ___________________________________________________________________
 AE0576* NAD 83(1986)-  26 23 33.     (N)    098 20 03.     (W)     SCALED    
 AE0576* NAVD 88     -        60.370  (meters)     198.06   (feet)  ADJUSTED  
 AE0576  ___________________________________________________________________
 AE0576  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0576  DYNAMIC HT  -          60.271 (meters)     197.74  (feet)  COMP
 AE0576  MODELED GRAV-     979,006.6   (mgal)                       NAVD 88
 AE0576
 AE0576  VERT ORDER  -  SECOND    CLASS 0
 AE0576
 AE0576.The horizontal coordinates were scaled from a topographic map and have
 AE0576.an estimated accuracy of +/- 6 seconds.
 AE0576
 AE0576.The orthometric height was determined by differential leveling
 AE0576.and adjusted by the National Geodetic Survey in June 1991..
 AE0576
 AE0576.The geoid height was determined by GEOID03.
 AE0576
 AE0576.The dynamic height is computed by dividing the NAVD 88
 AE0576.geopotential number by the normal gravity value computed on the
 AE0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0576.degrees latitude (g = 980.6199 gals.).
 AE0576
 AE0576.The modeled gravity was interpolated from observed gravity values.
 AE0576
 AE0576;                    North         East    Units  Estimated Accuracy
 AE0576;SPC TX S     - 5,080,430.      316,550.      MT  (+/- 180 meters Scaled)
 AE0576
 AE0576                          SUPERSEDED SURVEY CONTROL
 AE0576
 AE0576  NGVD 29 (??/??/92)   60.464  (m)          198.37   (f) ADJ UNCH    2 0
 AE0576
 AE0576.Superseded values are not recommended for survey control.
 AE0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0576.See file dsdata.txt to determine how the superseded data were derived.
 AE0576
 AE0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ664193(NAD 83)
 AE0576_MARKER: DB = BENCH MARK DISK
 AE0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0576_SP_SET: SLAB
 AE0576_STAMPING: S-916 1944
 AE0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0576
 AE0576  HISTORY     - Date     Condition        Report By
 AE0576  HISTORY     - 1944     MONUMENTED       CGS
 AE0576
 AE0576                          STATION DESCRIPTION
 AE0576
 AE0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AE0576'14.4 MI NW FROM MISSION.
 AE0576'AT THE MOORE ARMY AIR FIELD-- TO REACH FROM THE FIRST STATE BANK AND
 AE0576'TRUST COMPANY BUILDING AT MISSION, GO NORTH ALONG STATE HIGH-107 TO A
 AE0576'RIGHT ANGLE TURN IN HIGHWAY TO THE EAST 7.2 MILES, TURN LEFT WEST
 AE0576'ALONG WAR HIGHWAY 13 (MOORE ARMY AIR FIELD ROAD) 7.2 MILES WEST AND
 AE0576'NORTH TO THE MOORE ARMY AIR FIELD MAIN ENTRANCE.  0.45 MILE SOUTHWEST
 AE0576'OF MAIN ENTRANCE AND AT THE MAIN CONTROL TOWER, IN THE NORTHEAST END
 AE0576'OF THE CONCRETE STEPPING SLAB OF THE CONTROL TOWER, 4 FEET NORTH OF
 AE0576'THE SOUTH LEG OF THE TOWER, 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0603 ***********************************************************************
 AH0603  DESIGNATION -  S 918
 AH0603  PID         -  AH0603
 AH0603  STATE/COUNTY-  TX/KLEBERG
 AH0603  USGS QUAD   -  RIVIERA (1979)
 AH0603
 AH0603                         *CURRENT SURVEY CONTROL
 AH0603  ___________________________________________________________________
 AH0603* NAD 83(1986)-  27 19 04.     (N)    097 47 33.     (W)     SCALED    
 AH0603* NAVD 88     -        10.936  (meters)      35.88   (feet)  ADJUSTED  
 AH0603  ___________________________________________________________________
 AH0603  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AH0603  DYNAMIC HT  -          10.919 (meters)      35.82  (feet)  COMP
 AH0603  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 AH0603
 AH0603  VERT ORDER  -  FIRST     CLASS II
 AH0603
 AH0603.The horizontal coordinates were scaled from a topographic map and have
 AH0603.an estimated accuracy of +/- 6 seconds.
 AH0603
 AH0603.The orthometric height was determined by differential leveling
 AH0603.and adjusted by the National Geodetic Survey in June 1991..
 AH0603
 AH0603.The geoid height was determined by GEOID03.
 AH0603
 AH0603.The dynamic height is computed by dividing the NAVD 88
 AH0603.geopotential number by the normal gravity value computed on the
 AH0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0603.degrees latitude (g = 980.6199 gals.).
 AH0603
 AH0603.The modeled gravity was interpolated from observed gravity values.
 AH0603
 AH0603;                    North         East    Units  Estimated Accuracy
 AH0603;SPC TX S     - 5,183,130.      370,020.      MT  (+/- 180 meters Scaled)
 AH0603
 AH0603                          SUPERSEDED SURVEY CONTROL
 AH0603
 AH0603  NGVD 29 (??/??/92)   11.023  (m)           36.16   (f) ADJ UNCH    1 2
 AH0603
 AH0603.Superseded values are not recommended for survey control.
 AH0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0603.See file dsdata.txt to determine how the superseded data were derived.
 AH0603
 AH0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR194222(NAD 83)
 AH0603_MARKER: DB = BENCH MARK DISK
 AH0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0603_SP_SET: CULVERT
 AH0603_STAMPING: S 918 1945
 AH0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0603+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AH0603
 AH0603  HISTORY     - Date     Condition        Report By
 AH0603  HISTORY     - 1945     MONUMENTED       CGS
 AH0603  HISTORY     - 1951     GOOD             NGS
 AH0603  HISTORY     - 20040201 GOOD             USPSQD
 AH0603
 AH0603                          STATION DESCRIPTION
 AH0603
 AH0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0603'2.9 MI NE FROM RIVIERA.
 AH0603'1.3 MILES EASTERLY FROM THE POST OFFICE AT RIVIERA ALONG THE ROAD TO
 AH0603'RIVIERA BEACH AND 1.6 MILES NORTH ALONG SECTION LINE ROAD, AT THE
 AH0603'ENTRANCE OF OUTLYING LANDING FIELD 54, 36 FEET WEST OF CENTER LINE OF
 AH0603'NORTH-SOUTH ROAD, 30 FEET NORTH OF CENTER LINE OF ENTRANCE TO LANDING
 AH0603'FIELD, 12 FEET EAST OF FENCE LINE, WEST ACROSS THE ROAD FROM L.
 AH0603'NARANJO RANCH HOUSE, IN THE NORTH HEADWALL OF A CONCRETE CULVERT,
 AH0603'ABOUT FLUSH WITH THE ROAD.
 AH0603
 AH0603                          STATION RECOVERY (1951)
 AH0603
 AH0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0603'RECOVERED IN GOOD CONDITION.
 AH0603
 AH0603                          STATION RECOVERY (2004)
 AH0603
 AH0603'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0951 ***********************************************************************
 AH0951  DESIGNATION -  S 919
 AH0951  PID         -  AH0951
 AH0951  STATE/COUNTY-  TX/NUECES
 AH0951  USGS QUAD   -  ROBSTOWN (1975)
 AH0951
 AH0951                         *CURRENT SURVEY CONTROL
 AH0951  ___________________________________________________________________
 AH0951* NAD 83(1986)-  27 47 00.     (N)    097 45 00.     (W)     SCALED    
 AH0951* NAVD 88     -        24.769  (meters)      81.26   (feet)  ADJUSTED  
 AH0951  ___________________________________________________________________
 AH0951  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH0951  DYNAMIC HT  -          24.731 (meters)      81.14  (feet)  COMP
 AH0951  MODELED GRAV-     979,114.6   (mgal)                       NAVD 88
 AH0951
 AH0951  VERT ORDER  -  FIRST     CLASS II
 AH0951
 AH0951.The horizontal coordinates were scaled from a topographic map and have
 AH0951.an estimated accuracy of +/- 6 seconds.
 AH0951
 AH0951.The orthometric height was determined by differential leveling
 AH0951.and adjusted by the National Geodetic Survey in June 1991..
 AH0951
 AH0951.The geoid height was determined by GEOID03.
 AH0951
 AH0951.The dynamic height is computed by dividing the NAVD 88
 AH0951.geopotential number by the normal gravity value computed on the
 AH0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0951.degrees latitude (g = 980.6199 gals.).
 AH0951
 AH0951.The modeled gravity was interpolated from observed gravity values.
 AH0951
 AH0951;                    North         East    Units  Estimated Accuracy
 AH0951;SPC TX S     - 5,234,740.      373,920.      MT  (+/- 180 meters Scaled)
 AH0951
 AH0951                          SUPERSEDED SURVEY CONTROL
 AH0951
 AH0951  NGVD 29 (??/??/92)   24.894  (m)           81.67   (f) ADJ UNCH    1 2
 AH0951
 AH0951.Superseded values are not recommended for survey control.
 AH0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0951.See file dsdata.txt to determine how the superseded data were derived.
 AH0951
 AH0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR231738(NAD 83)
 AH0951_MARKER: DB = BENCH MARK DISK
 AH0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0951_SP_SET: CULVERT
 AH0951_STAMPING: S 919 1945
 AH0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0951
 AH0951  HISTORY     - Date     Condition        Report By
 AH0951  HISTORY     - 1945     MONUMENTED       CGS
 AH0951  HISTORY     - 1951     GOOD             NGS
 AH0951  HISTORY     - 20010331 GOOD             NGS
 AH0951
 AH0951                          STATION DESCRIPTION
 AH0951
 AH0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0951'4.1 MI SE FROM BANQUETE.
 AH0951'3.0 MILES EAST ALONG THE PAVED HIGHWAY AND THE TEXAS MEXICAN RAILROAD
 AH0951'FROM THE RAILWAY STATION AT BANQUETE, AND 1.1 MILES SOUTH OF THE
 AH0951'RAILROAD AT RABB ALONG PAVED ROAD TO OUTLYING LANDING FIELD 35, 250
 AH0951'FEET SOUTH OF DRIVEWAY TO FARM BUILDINGS, 96 FEET NORTH OF CENTER LINE
 AH0951'OF EAST AND WEST SECTION LINE ROAD, 30 FEET WEST OF CENTER LINE OF
 AH0951'PAVED ROAD, IN THE WEST HEADWALL OF A LARGE CONCRETE CULVERT.
 AH0951
 AH0951                          STATION RECOVERY (1951)
 AH0951
 AH0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0951'RECOVERED IN GOOD CONDITION.
 AH0951
 AH0951                          STATION RECOVERY (2001)
 AH0951
 AH0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0951'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0026 ***********************************************************************
 BY0026  DESIGNATION -  S 92
 BY0026  PID         -  BY0026
 BY0026  STATE/COUNTY-  TX/SHELBY
 BY0026  USGS QUAD   -  CENTER (1984)
 BY0026
 BY0026                         *CURRENT SURVEY CONTROL
 BY0026  ___________________________________________________________________
 BY0026* NAD 83(1986)-  31 50 06.     (N)    094 11 26.     (W)     SCALED    
 BY0026* NAVD 88     -        96.33   (+/-2cm)     316.0    (feet)  VERTCON   
 BY0026  ___________________________________________________________________
 BY0026  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BY0026
 BY0026  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0026
 BY0026.The horizontal coordinates were scaled from a topographic map and have
 BY0026.an estimated accuracy of +/- 6 seconds.
 BY0026
 BY0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0026.The vertical order pertains to the NGVD 29 superseded value.
 BY0026
 BY0026.The geoid height was determined by GEOID03.
 BY0026
 BY0026;                    North         East    Units  Estimated Accuracy
 BY0026;SPC TX C     - 3,256,430.    1,281,190.      MT  (+/- 180 meters Scaled)
 BY0026
 BY0026                          SUPERSEDED SURVEY CONTROL
 BY0026
 BY0026  NGVD 29 (??/??/92)   96.371  (m)          316.18   (f) ADJ UNCH    1 2
 BY0026
 BY0026.Superseded values are not recommended for survey control.
 BY0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0026.See file dsdata.txt to determine how the superseded data were derived.
 BY0026
 BY0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR873227(NAD 83)
 BY0026_MARKER: DB = BENCH MARK DISK
 BY0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0026+STABILITY: SURFACE MOTION
 BY0026
 BY0026  HISTORY     - Date     Condition        Report By
 BY0026  HISTORY     - UNK      MONUMENTED       CGS
 BY0026  HISTORY     - 1932     GOOD             NGS
 BY0026  HISTORY     - 1934     MARK NOT FOUND   NGS
 BY0026  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0026  HISTORY     - 1980     GOOD             USGS
 BY0026
 BY0026                          STATION DESCRIPTION
 BY0026
 BY0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0026'3.1 MI N FROM CENTER.
 BY0026'ON THE G.C. AND SANTA FE R.R., 17 RAILS NORTH OF MILE POLE NO. 143,
 BY0026'150 FEET NORTH OF A GRADE CROSSING, 100 FEET WEST OF THE RAILROAD 10
 BY0026'FEET EAST OF TRANSMISSION LINE, AND JUST EAST OF THE FENCE.
 BY0026
 BY0026                          STATION RECOVERY (1934)
 BY0026
 BY0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0026'MARK NOT FOUND.
 BY0026
 BY0026                          STATION RECOVERY (1979)
 BY0026
 BY0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0026'MARK NOT FOUND.
 BY0026
 BY0026                          STATION RECOVERY (1980)
 BY0026
 BY0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0026'3.1 MI N ALONG A. T. & S. F. RR FROM THE STATION AT CENTER, ABOUT
 BY0026'0.15 MI N. OF MILEPOST 143, 100 FT W OF C RR, 31 FT E. OF A POWER
 BY0026'LINE, 140 FT N. OF THE NORTHERN MOST ANGLE POLE IN A SERIES OF ANGLE
 BY0026'POLES, 142 FT S OF A POWER POLE, 11 FT SW. OF A 20 INCH PINE AND 1 FT
 BY0026'E. OF A FENCE. A STANDARD DISK STAMPED, "S 92 1932" AND SET IN THE
 BY0026'TOP OF A CONCRETE POST PROJECTING 0.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0361 ***********************************************************************
 AH0361  DESIGNATION -  S 920
 AH0361  PID         -  AH0361
 AH0361  STATE/COUNTY-  TX/NUECES
 AH0361  USGS QUAD   -  OSO CREEK NW (1975)
 AH0361
 AH0361                         *CURRENT SURVEY CONTROL
 AH0361  ___________________________________________________________________
 AH0361* NAD 83(1986)-  27 38 46.     (N)    097 28 14.     (W)     SCALED    
 AH0361* NAVD 88     -         9.538  (meters)      31.29   (feet)  ADJUSTED  
 AH0361  ___________________________________________________________________
 AH0361  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH0361  DYNAMIC HT  -           9.524 (meters)      31.25  (feet)  COMP
 AH0361  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 AH0361
 AH0361  VERT ORDER  -  SECOND    CLASS 0
 AH0361
 AH0361.The horizontal coordinates were scaled from a topographic map and have
 AH0361.an estimated accuracy of +/- 6 seconds.
 AH0361
 AH0361.The orthometric height was determined by differential leveling
 AH0361.and adjusted by the National Geodetic Survey in June 1991..
 AH0361
 AH0361.The geoid height was determined by GEOID03.
 AH0361
 AH0361.The dynamic height is computed by dividing the NAVD 88
 AH0361.geopotential number by the normal gravity value computed on the
 AH0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0361.degrees latitude (g = 980.6199 gals.).
 AH0361
 AH0361.The modeled gravity was interpolated from observed gravity values.
 AH0361
 AH0361;                    North         East    Units  Estimated Accuracy
 AH0361;SPC TX S     - 5,219,730.      401,580.      MT  (+/- 180 meters Scaled)
 AH0361
 AH0361                          SUPERSEDED SURVEY CONTROL
 AH0361
 AH0361  NGVD 29 (??/??/92)    9.703  (m)           31.83   (f) ADJ UNCH    2 0
 AH0361
 AH0361.Superseded values are not recommended for survey control.
 AH0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0361.See file dsdata.txt to determine how the superseded data were derived.
 AH0361
 AH0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR508589(NAD 83)
 AH0361_MARKER: DB = BENCH MARK DISK
 AH0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0361_STAMPING: S 920 1945
 AH0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0361+STABILITY: SURFACE MOTION
 AH0361
 AH0361  HISTORY     - Date     Condition        Report By
 AH0361  HISTORY     - 1945     MONUMENTED       CGS
 AH0361  HISTORY     - 1961     POOR             USGS
 AH0361  HISTORY     - 1984     GOOD             USPSQD
 AH0361  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0361  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0361
 AH0361                          STATION DESCRIPTION
 AH0361
 AH0361'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH0361'4. MI N FROM CHAPMAN RANCH.
 AH0361'4.4 MILES NORTH ALONG STATE HIGHWAY 286 FROM CHAPMAN RANCH
 AH0361'HEADQUARTERS, NUECES COUNTY, THENCE 1.0 MILE WEST ALONG A PAVED ROAD,
 AH0361'AND THENCE 0.3 MILE SOUTH ALONG A ROAD.  AT THE NORTHEAST CORNER OF
 AH0361'OUTLYING FIELD 20, 0.2 MILE NORTH OF THE ENTRANCE, 45 FEET WEST OF THE
 AH0361'CENTER LINE OF A PAVED ROAD, 3 FEET EAST OF THE WIND SOCK, AT A FENCE
 AH0361'CORNER, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT FLUSH
 AH0361'WITH THE ROAD.  AN IRON DISK, STAMPED S 920 1945 AND SET IN THE TOP OF
 AH0361'A CONCRETE POST.  NOTE-- USE WITH CAUTION.  NOTE-- USGS REPORT-- MARK
 AH0361'WAS FOUND LEANING AND POST WAS LOOSE.
 AH0361
 AH0361                          STATION RECOVERY (1984)
 AH0361
 AH0361'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0361'RECOVERED IN GOOD CONDITION.
 AH0361
 AH0361                          STATION RECOVERY (1991)
 AH0361
 AH0361'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0361'MARK NOT FOUND.
 AH0361
 AH0361                          STATION RECOVERY (2001)
 AH0361
 AH0361'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0417 ***********************************************************************
 DN0417  DESIGNATION -  S 921 RESET 1966
 DN0417  PID         -  DN0417
 DN0417  STATE/COUNTY-  TX/COLLIN
 DN0417  USGS QUAD   -  PLANO (1973)
 DN0417
 DN0417                         *CURRENT SURVEY CONTROL
 DN0417  ___________________________________________________________________
 DN0417* NAD 83(1986)-  33 01 11.     (N)    096 41 55.     (W)     SCALED    
 DN0417* NAVD 88     -       204.03   (+/-2cm)     669.4    (feet)  VERTCON   
 DN0417  ___________________________________________________________________
 DN0417  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DN0417
 DN0417  VERT ORDER  -  THIRD (See Below)
 DN0417
 DN0417.The horizontal coordinates were scaled from a topographic map and have
 DN0417.an estimated accuracy of +/- 6 seconds.
 DN0417
 DN0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0417.The vertical order pertains to the NGVD 29 superseded value.
 DN0417
 DN0417.The geoid height was determined by GEOID03.
 DN0417
 DN0417;                    North         East    Units  Estimated Accuracy
 DN0417;SPC TXNC     - 2,151,480.      768,280.      MT  (+/- 180 meters Scaled)
 DN0417
 DN0417                          SUPERSEDED SURVEY CONTROL
 DN0417
 DN0417  NGVD 29 (01/29/03)  204.03   (m)          669.4    (f) RESET       3  
 DN0417
 DN0417.Superseded values are not recommended for survey control.
 DN0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0417.See file dsdata.txt to determine how the superseded data were derived.
 DN0417
 DN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB149558(NAD 83)
 DN0417_MARKER: DB = BENCH MARK DISK
 DN0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0417_SP_SET: FOOTING
 DN0417_STAMPING: S 921 RESET 1966
 DN0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0417
 DN0417  HISTORY     - Date     Condition        Report By
 DN0417  HISTORY     - 1966     MONUMENTED       CGS
 DN0417  HISTORY     - 19910704 MARK NOT FOUND   USPSQD
 DN0417  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0417
 DN0417                          STATION DESCRIPTION
 DN0417
 DN0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DN0417'IN PLANO.
 DN0417'AT PLANO, IN THE FOOTING WHICH SUPPORTS THE NORTHWEST LEG OF THE PLANO
 DN0417'MUNICIPAL WATER TANK.  LOCATED ONE BLOCK EAST OF K AVENUE AND 15TH
 DN0417'STREET.  ON CITY PROPERTY JUST NORTHWEST OF THE PLANO MUNICIPAL
 DN0417'BUILDING.  A STANDARD DISK CEMENTED IN A DRILL HOLE FLUSH WITH THE
 DN0417'SURFACE OF THE CONCRETE FOOTING.
 DN0417
 DN0417                          STATION RECOVERY (1991)
 DN0417
 DN0417'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0417'MARK NOT FOUND.
 DN0417
 DN0417                          STATION RECOVERY (1991)
 DN0417
 DN0417'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1326 ***********************************************************************
 CS1326  DESIGNATION -  S 923
 CS1326  PID         -  CS1326
 CS1326  STATE/COUNTY-  TX/DALLAS
 CS1326  USGS QUAD   -  GARLAND (1973)
 CS1326
 CS1326                         *CURRENT SURVEY CONTROL
 CS1326  ___________________________________________________________________
 CS1326* NAD 83(1986)-  32 56 44.     (N)    096 43 56.     (W)     SCALED    
 CS1326* NAVD 88     -       190.910  (meters)     626.34   (feet)  ADJUSTED  
 CS1326  ___________________________________________________________________
 CS1326  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CS1326  DYNAMIC HT  -         190.696 (meters)     625.64  (feet)  COMP
 CS1326  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 CS1326
 CS1326  VERT ORDER  -  SECOND    CLASS 0
 CS1326
 CS1326.The horizontal coordinates were scaled from a topographic map and have
 CS1326.an estimated accuracy of +/- 6 seconds.
 CS1326
 CS1326.The orthometric height was determined by differential leveling
 CS1326.and adjusted by the National Geodetic Survey in June 1991..
 CS1326
 CS1326.The geoid height was determined by GEOID03.
 CS1326
 CS1326.The dynamic height is computed by dividing the NAVD 88
 CS1326.geopotential number by the normal gravity value computed on the
 CS1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1326.degrees latitude (g = 980.6199 gals.).
 CS1326
 CS1326.The modeled gravity was interpolated from observed gravity values.
 CS1326
 CS1326;                    North         East    Units  Estimated Accuracy
 CS1326;SPC TXNC     - 2,143,210.      765,280.      MT  (+/- 180 meters Scaled)
 CS1326
 CS1326                          SUPERSEDED SURVEY CONTROL
 CS1326
 CS1326  NGVD 29 (??/??/92)  190.917  (m)          626.37   (f) ADJ UNCH    2 0
 CS1326
 CS1326.Superseded values are not recommended for survey control.
 CS1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1326.See file dsdata.txt to determine how the superseded data were derived.
 CS1326
 CS1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB119475(NAD 83)
 CS1326_MARKER: DB = BENCH MARK DISK
 CS1326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1326_SP_SET: BUILDING
 CS1326_STAMPING: S 923 1946
 CS1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1326
 CS1326  HISTORY     - Date     Condition        Report By
 CS1326  HISTORY     - 1946     MONUMENTED       CGS
 CS1326  HISTORY     - 1959     GOOD             NGS
 CS1326  HISTORY     - 19910629 GOOD             USPSQD
 CS1326
 CS1326                          STATION DESCRIPTION
 CS1326
 CS1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1326'IN RICHARDSON.
 CS1326'AT RICHARDSON, DALLAS COUNTY, IN THE NORTH SIDE OF THE BRICK HIGH
 CS1326'SCHOOL BUILDING, 29 FEET EAST OF THE NORTH ENTRANCE, 3.6 FEET ABOVE
 CS1326'THE GROUND, 1.4 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 CS1326
 CS1326                          STATION RECOVERY (1991)
 CS1326
 CS1326'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0018 ***********************************************************************
 CS0018  DESIGNATION -  S 925
 CS0018  PID         -  CS0018
 CS0018  STATE/COUNTY-  TX/COLLIN
 CS0018  USGS QUAD   -  ROCKWALL (1973)
 CS0018
 CS0018                         *CURRENT SURVEY CONTROL
 CS0018  ___________________________________________________________________
 CS0018* NAD 83(1986)-  32 59 18.     (N)    096 27 57.     (W)     SCALED    
 CS0018* NAVD 88     -       141.089  (meters)     462.89   (feet)  ADJUSTED  
 CS0018  ___________________________________________________________________
 CS0018  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0018  DYNAMIC HT  -         140.936 (meters)     462.39  (feet)  COMP
 CS0018  MODELED GRAV-     979,550.9   (mgal)                       NAVD 88
 CS0018
 CS0018  VERT ORDER  -  SECOND    CLASS 0
 CS0018
 CS0018.The horizontal coordinates were scaled from a topographic map and have
 CS0018.an estimated accuracy of +/- 6 seconds.
 CS0018
 CS0018.The orthometric height was determined by differential leveling
 CS0018.and adjusted by the National Geodetic Survey in June 1991..
 CS0018
 CS0018.The geoid height was determined by GEOID03.
 CS0018
 CS0018.The dynamic height is computed by dividing the NAVD 88
 CS0018.geopotential number by the normal gravity value computed on the
 CS0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0018.degrees latitude (g = 980.6199 gals.).
 CS0018
 CS0018.The modeled gravity was interpolated from observed gravity values.
 CS0018
 CS0018;                    North         East    Units  Estimated Accuracy
 CS0018;SPC TXNC     - 2,148,400.      790,090.      MT  (+/- 180 meters Scaled)
 CS0018
 CS0018                          SUPERSEDED SURVEY CONTROL
 CS0018
 CS0018  NGVD 29 (??/??/92)  141.111  (m)          462.96   (f) ADJ UNCH    2 0
 CS0018
 CS0018.Superseded values are not recommended for survey control.
 CS0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0018.See file dsdata.txt to determine how the superseded data were derived.
 CS0018
 CS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB367528(NAD 83)
 CS0018_MARKER: DB = BENCH MARK DISK
 CS0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0018_STAMPING: S 925 1946
 CS0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0018+STABILITY: SURFACE MOTION
 CS0018
 CS0018  HISTORY     - Date     Condition        Report By
 CS0018  HISTORY     - 1946     MONUMENTED       CGS
 CS0018  HISTORY     - 1953     MARK NOT FOUND   NGS
 CS0018  HISTORY     - 19920824 MARK NOT FOUND   USPSQD
 CS0018
 CS0018                          STATION DESCRIPTION
 CS0018
 CS0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0018'4.6 MI SW FROM LAVON.
 CS0018'4.6 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE ST. LOUIS AND
 CS0018'SOUTHWESTERN RAILROAD STATION AT LAVON.  113 FEET NORTHEAST OF THE
 CS0018'NORTHEAST CORNER OF A SMALL WOODEN BRIDGE, 19 FEET EAST OF THE CENTER
 CS0018'LINE OF THE ROAD, 18.8 FEET WEST OF THE NORTHWEST CORNER OF A BARN, 1
 CS0018'FOOT NORTH OF A BARN YARD FENCE, 2.6 FEET EAST OF A WHITE 4X4 MARKER
 CS0018'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS0018
 CS0018                          STATION RECOVERY (1953)
 CS0018
 CS0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CS0018'MARK NOT FOUND.
 CS0018
 CS0018                          STATION RECOVERY (1992)
 CS0018
 CS0018'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0136 ***********************************************************************
 DN0136  DESIGNATION -  S 926
 DN0136  PID         -  DN0136
 DN0136  STATE/COUNTY-  TX/HUNT
 DN0136  USGS QUAD   -  GREENVILLE SW (1962)
 DN0136
 DN0136                         *CURRENT SURVEY CONTROL
 DN0136  ___________________________________________________________________
 DN0136* NAD 83(1986)-  33 03 16.     (N)    096 14 20.     (W)     SCALED    
 DN0136* NAVD 88     -       162.342  (meters)     532.62   (feet)  ADJUSTED  
 DN0136  ___________________________________________________________________
 DN0136  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0136  DYNAMIC HT  -         162.165 (meters)     532.04  (feet)  COMP
 DN0136  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 DN0136
 DN0136  VERT ORDER  -  FIRST     CLASS II
 DN0136
 DN0136.The horizontal coordinates were scaled from a topographic map and have
 DN0136.an estimated accuracy of +/- 6 seconds.
 DN0136
 DN0136.The orthometric height was determined by differential leveling
 DN0136.and adjusted by the National Geodetic Survey in June 1991..
 DN0136
 DN0136.The geoid height was determined by GEOID03.
 DN0136
 DN0136.The dynamic height is computed by dividing the NAVD 88
 DN0136.geopotential number by the normal gravity value computed on the
 DN0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0136.degrees latitude (g = 980.6199 gals.).
 DN0136
 DN0136.The modeled gravity was interpolated from observed gravity values.
 DN0136
 DN0136;                    North         East    Units  Estimated Accuracy
 DN0136;SPC TXNC     - 2,156,160.      811,140.      MT  (+/- 180 meters Scaled)
 DN0136
 DN0136                          SUPERSEDED SURVEY CONTROL
 DN0136
 DN0136  NGVD 29 (??/??/92)  162.333  (m)          532.59   (f) ADJ UNCH    1 2
 DN0136
 DN0136.Superseded values are not recommended for survey control.
 DN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0136.See file dsdata.txt to determine how the superseded data were derived.
 DN0136
 DN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB578607(NAD 83)
 DN0136_MARKER: DB = BENCH MARK DISK
 DN0136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0136_SP_SET: HEADWALL
 DN0136_STAMPING: S 926 1946
 DN0136_MARK LOGO: CGS   
 DN0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0136+STABILITY: SURFACE MOTION
 DN0136
 DN0136  HISTORY     - Date     Condition        Report By
 DN0136  HISTORY     - 1946     MONUMENTED       CGS
 DN0136  HISTORY     - 1986     GOOD             NGS
 DN0136  HISTORY     - 19940422 GOOD             USPSQD
 DN0136
 DN0136                          STATION DESCRIPTION
 DN0136
 DN0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0136'1.1 MI SW FROM CADDO MILLS.
 DN0136'1.1 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0136'THE STATION AT CADDO MILLS.  120 FEET NORTHEAST OF THE CENTER OF A
 DN0136'RAILROAD CROSSING, 9 FEET EAST OF THE EAST RAIL, 2 FEET BELOW THE
 DN0136'LEVEL OF THE TRACK.  A BRONZE DISK SET IN THE TOP OF THE SOUTH END OF
 DN0136'THE EAST HEADWALL OF A CONCRETE RAILROAD CULVERT.
 DN0136
 DN0136                          STATION RECOVERY (1986)
 DN0136
 DN0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0136'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.5 KM (0.95
 DN0136'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH FARM
 DN0136'ROAD 36 IN CADDO MILLS, IN THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 DN0136'HEADWALL OF A BOX CULVERT UNDER THE MISSOURI KANSAS TEXAS RAILROAD,
 DN0136'46.6 M (152.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 36.6 M
 DN0136'(120.1 FT) NORTHEAST OF THE CENTERLINE OF FARM ROAD 1565, 2.8 M
 DN0136'(9.2 FT) SOUTHEAST OF THE NEAR RAIL, AND 0.1 M (0.3 FT) NORTHEAST OF
 DN0136'THE SOUTHWEST END OF THE HEADWALL.
 DN0136'THE MARK IS 0.6 M BELOW THE TRACKS.
 DN0136
 DN0136                          STATION RECOVERY (1994)
 DN0136
 DN0136'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0181 ***********************************************************************
 DN0181  DESIGNATION -  S 927
 DN0181  PID         -  DN0181
 DN0181  STATE/COUNTY-  TX/HUNT
 DN0181  USGS QUAD   -  GREENVILLE SW (1962)
 DN0181
 DN0181                         *CURRENT SURVEY CONTROL
 DN0181  ___________________________________________________________________
 DN0181* NAD 83(1986)-  33 01 02.     (N)    096 11 24.     (W)     SCALED    
 DN0181* NAVD 88     -       154.319  (meters)     506.29   (feet)  ADJUSTED  
 DN0181  ___________________________________________________________________
 DN0181  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0181  DYNAMIC HT  -         154.150 (meters)     505.74  (feet)  COMP
 DN0181  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 DN0181
 DN0181  VERT ORDER  -  SECOND    CLASS 0
 DN0181
 DN0181.The horizontal coordinates were scaled from a topographic map and have
 DN0181.an estimated accuracy of +/- 6 seconds.
 DN0181
 DN0181.The orthometric height was determined by differential leveling
 DN0181.and adjusted by the National Geodetic Survey in June 1991..
 DN0181
 DN0181.The geoid height was determined by GEOID03.
 DN0181
 DN0181.The dynamic height is computed by dividing the NAVD 88
 DN0181.geopotential number by the normal gravity value computed on the
 DN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0181.degrees latitude (g = 980.6199 gals.).
 DN0181
 DN0181.The modeled gravity was interpolated from observed gravity values.
 DN0181
 DN0181;                    North         East    Units  Estimated Accuracy
 DN0181;SPC TXNC     - 2,152,140.      815,790.      MT  (+/- 180 meters Scaled)
 DN0181
 DN0181                          SUPERSEDED SURVEY CONTROL
 DN0181
 DN0181  NGVD 29 (??/??/92)  154.30   (m)          506.2    (f) COMPUTED    2 0
 DN0181
 DN0181.Superseded values are not recommended for survey control.
 DN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0181.See file dsdata.txt to determine how the superseded data were derived.
 DN0181
 DN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB624567(NAD 83)
 DN0181_MARKER: DB = BENCH MARK DISK
 DN0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0181_STAMPING: S 927 1946
 DN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0181+STABILITY: SURFACE MOTION
 DN0181
 DN0181  HISTORY     - Date     Condition        Report By
 DN0181  HISTORY     - 1946     MONUMENTED       CGS
 DN0181  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0181
 DN0181                          STATION DESCRIPTION
 DN0181
 DN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0181'5.0 MI SE FROM CADDO MILLS.
 DN0181'5.0 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE CITY WATER TOWER AT
 DN0181'CADDO MILLS, 29.6 FEET EAST OF THE CENTERLINE OF THE ROAD, ON THE
 DN0181'INSIDE OF THE RIGHT-OF-WAY FENCE, 13.5 FEET NORTH OF A FENCE CORNER,
 DN0181'6.7 FEET SOUTHWEST OF AN 8-INCH OAK TREE, 5 FEET EAST OF A WHITE
 DN0181'WOODEN WITNESS POST, AND 1.9 FEET EAST OF THE NORTH-AND-SOUTH FENCE. A
 DN0181'STANDARD DISK, STAMPED S 927 1946 AND SET IN THE TOP OF A CONCRETE
 DN0181'POST.
 DN0181
 DN0181                          STATION RECOVERY (1994)
 DN0181
 DN0181'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0187 ***********************************************************************
 DN0187  DESIGNATION -  S 928
 DN0187  PID         -  DN0187
 DN0187  STATE/COUNTY-  TX/COLLIN
 DN0187  USGS QUAD   -  CULLEOKA (1973)
 DN0187
 DN0187                         *CURRENT SURVEY CONTROL
 DN0187  ___________________________________________________________________
 DN0187* NAD 83(1986)-  33 10 15.     (N)    096 26 09.     (W)     SCALED    
 DN0187* NAVD 88     -       147.508  (meters)     483.95   (feet)  ADJUSTED  
 DN0187  ___________________________________________________________________
 DN0187  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN0187  DYNAMIC HT  -         147.348 (meters)     483.42  (feet)  COMP
 DN0187  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 DN0187
 DN0187  VERT ORDER  -  SECOND    CLASS 0
 DN0187
 DN0187.The horizontal coordinates were scaled from a topographic map and have
 DN0187.an estimated accuracy of +/- 6 seconds.
 DN0187
 DN0187.The orthometric height was determined by differential leveling
 DN0187.and adjusted by the National Geodetic Survey in June 1991..
 DN0187
 DN0187.The geoid height was determined by GEOID03.
 DN0187
 DN0187.The dynamic height is computed by dividing the NAVD 88
 DN0187.geopotential number by the normal gravity value computed on the
 DN0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0187.degrees latitude (g = 980.6199 gals.).
 DN0187
 DN0187.The modeled gravity was interpolated from observed gravity values.
 DN0187
 DN0187;                    North         East    Units  Estimated Accuracy
 DN0187;SPC TXNC     - 2,168,690.      792,490.      MT  (+/- 180 meters Scaled)
 DN0187
 DN0187                          SUPERSEDED SURVEY CONTROL
 DN0187
 DN0187  NGVD 29 (??/??/92)  147.521  (m)          483.99   (f) ADJ UNCH    2 0
 DN0187
 DN0187.Superseded values are not recommended for survey control.
 DN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0187.See file dsdata.txt to determine how the superseded data were derived.
 DN0187
 DN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB391731(NAD 83)
 DN0187_MARKER: DB = BENCH MARK DISK
 DN0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0187_STAMPING: S 928 1946
 DN0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0187+STABILITY: SURFACE MOTION
 DN0187
 DN0187  HISTORY     - Date     Condition        Report By
 DN0187  HISTORY     - 1946     MONUMENTED       CGS
 DN0187  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0187
 DN0187                          STATION DESCRIPTION
 DN0187
 DN0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0187'5.5 MI W FROM FARMERSVILLE.
 DN0187'5.5 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED LOUISIANA,
 DN0187'ARKANSAS AND TEXAS RAILWAY FROM THE POST OFFICE AT FARMERSVILLE,
 DN0187'COLLIN COUNTY, TWO POLES WEST OF POLE 200, AT A PRIVATE-ROAD CROSSING,
 DN0187'46 FEET NORTH OF THE CENTERLINE OF THE OLD ROADBED, 21 FEET WEST OF
 DN0187'THE CENTERLINE OF THE PRIVATE ROAD, 6 FEET SOUTHWEST OF A FENCE
 DN0187'CORNER, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 DN0187'DISK, STAMPED S 928 1946 AND SET IN THE TOP OF A CONCRETE POST.
 DN0187
 DN0187                          STATION RECOVERY (1994)
 DN0187
 DN0187'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0078 ***********************************************************************
 CS0078  DESIGNATION -  S 929 RESET 1947
 CS0078  PID         -  CS0078
 CS0078  STATE/COUNTY-  TX/ROCKWALL
 CS0078  USGS QUAD   -  FORNEY NORTH (1973)
 CS0078
 CS0078                         *CURRENT SURVEY CONTROL
 CS0078  ___________________________________________________________________
 CS0078* NAD 83(1986)-  32 50 19.     (N)    096 25 09.     (W)     SCALED    
 CS0078* NAVD 88     -       168.85   (+/-2cm)     554.0    (feet)  VERTCON   
 CS0078  ___________________________________________________________________
 CS0078  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0078
 CS0078  VERT ORDER  -  THIRD (See Below)
 CS0078
 CS0078.The horizontal coordinates were scaled from a topographic map and have
 CS0078.an estimated accuracy of +/- 6 seconds.
 CS0078
 CS0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0078.The vertical order pertains to the NGVD 29 superseded value.
 CS0078
 CS0078.The geoid height was determined by GEOID03.
 CS0078
 CS0078;                    North         East    Units  Estimated Accuracy
 CS0078;SPC TXNC     - 2,131,890.      794,780.      MT  (+/- 180 meters Scaled)
 CS0078
 CS0078                          SUPERSEDED SURVEY CONTROL
 CS0078
 CS0078  NGVD 29 (01/29/03)  168.87   (m)          554.0    (f) RESET       3  
 CS0078
 CS0078.Superseded values are not recommended for survey control.
 CS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0078.See file dsdata.txt to determine how the superseded data were derived.
 CS0078
 CS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB415363(NAD 83)
 CS0078_MARKER: DB = BENCH MARK DISK
 CS0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0078_STAMPING: S 929 RESET 1947
 CS0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0078+STABILITY: SURFACE MOTION
 CS0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS0078+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS0078
 CS0078  HISTORY     - Date     Condition        Report By
 CS0078  HISTORY     - 1947     MONUMENTED       CGS
 CS0078  HISTORY     - 20051031 GOOD             BOHAN
 CS0078
 CS0078                          STATION DESCRIPTION
 CS0078
 CS0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0078'3.5 MI E FROM HEATH.
 CS0078'3.5 MILES EAST ALONG FARM-TO-MARKET ROAD 550 FROM HEATH, AT THE TOP OF
 CS0078'A MAIN DIVIDE, AT THE WEST EDGE OF A FARMYARD, AND ON THE NORTH SIDE
 CS0078'OF THE ROAD.  A STANDARD DISK, STAMPED S 929 RESET 1947 AND SET IN THE
 CS0078'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. NOTE-- IT MAY
 CS0078'BE REACHED FROM HEATH BY GOING 0.5 MILE NORTHEAST, THENCE 3.1 MILES
 CS0078'EAST.
 CS0078
 CS0078                          STATION RECOVERY (2005)
 CS0078
 CS0078'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1355 ***********************************************************************
 CS1355  DESIGNATION -  S 930
 CS1355  PID         -  CS1355
 CS1355  STATE/COUNTY-  TX/DALLAS
 CS1355  USGS QUAD   -  MESQUITE (1973)
 CS1355
 CS1355                         *CURRENT SURVEY CONTROL
 CS1355  ___________________________________________________________________
 CS1355* NAD 83(1986)-  32 50 26.     (N)    096 33 36.     (W)     SCALED    
 CS1355* NAVD 88     -       151.808  (meters)     498.06   (feet)  ADJUSTED  
 CS1355  ___________________________________________________________________
 CS1355  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CS1355  DYNAMIC HT  -         151.641 (meters)     497.51  (feet)  COMP
 CS1355  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 CS1355
 CS1355  VERT ORDER  -  SECOND    CLASS 0
 CS1355
 CS1355.The horizontal coordinates were scaled from a topographic map and have
 CS1355.an estimated accuracy of +/- 6 seconds.
 CS1355
 CS1355.The orthometric height was determined by differential leveling
 CS1355.and adjusted by the National Geodetic Survey in June 1991..
 CS1355
 CS1355.The geoid height was determined by GEOID03.
 CS1355
 CS1355.The dynamic height is computed by dividing the NAVD 88
 CS1355.geopotential number by the normal gravity value computed on the
 CS1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1355.degrees latitude (g = 980.6199 gals.).
 CS1355
 CS1355.The modeled gravity was interpolated from observed gravity values.
 CS1355
 CS1355;                    North         East    Units  Estimated Accuracy
 CS1355;SPC TXNC     - 2,131,850.      781,590.      MT  (+/- 180 meters Scaled)
 CS1355
 CS1355                          SUPERSEDED SURVEY CONTROL
 CS1355
 CS1355  NGVD 29 (??/??/92)  151.822  (m)          498.10   (f) ADJ UNCH    2 0
 CS1355
 CS1355.Superseded values are not recommended for survey control.
 CS1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1355.See file dsdata.txt to determine how the superseded data were derived.
 CS1355
 CS1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB283362(NAD 83)
 CS1355_MARKER: DB = BENCH MARK DISK
 CS1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1355_STAMPING: S 930 1946
 CS1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1355+STABILITY: SURFACE MOTION
 CS1355
 CS1355  HISTORY     - Date     Condition        Report By
 CS1355  HISTORY     - 1946     MONUMENTED       CGS
 CS1355  HISTORY     - 1958     GOOD             NGS
 CS1355  HISTORY     - 19910626 MARK NOT FOUND   USPSQD
 CS1355
 CS1355                          STATION DESCRIPTION
 CS1355
 CS1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1355'1.8 MI SE FROM ROSE HILL.
 CS1355'1.8 MILES SOUTHEAST AIRLINE FROM THE GENERAL STORE AND CROSSROAD IN
 CS1355'ROSE HILL, 1.0 MILE SOUTHEAST OF THE LAZY-S MOTEL ON HIGHWAY 67
 CS1355'EXPRESSWAY, AT A JUNCTION OF LYONS ROAD AND BOBTOWN ROAD.  IT IS 29
 CS1355'FEET SOUTH OF THE CENTERLINE OF LYONS ROAD WHICH IS EAST AND WEST AND
 CS1355'IN THE PROJECTION OF THE CENTERLINE OF BOBTOWN ROAD WHICH EXTENDS TO
 CS1355'THE NORTH, 8 FEET SOUTH OF A POWER POLE AND LARGE STUMP AND ABOUT 50
 CS1355'FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE HOUSE. A STANDARD
 CS1355'DISK STAMPED S 930 1946 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 CS1355
 CS1355                          STATION RECOVERY (1991)
 CS1355
 CS1355'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1772 ***********************************************************************
 CS1772  DESIGNATION -  S 931 RESET 1965
 CS1772  PID         -  CS1772
 CS1772  STATE/COUNTY-  TX/TARRANT
 CS1772  USGS QUAD   -  HALTOM CITY (1981)
 CS1772
 CS1772                         *CURRENT SURVEY CONTROL
 CS1772  ___________________________________________________________________
 CS1772* NAD 83(1986)-  32 47 41.     (N)    097 20 56.     (W)     SCALED    
 CS1772* NAVD 88     -       179.099  (meters)     587.59   (feet)  ADJUSTED  
 CS1772  ___________________________________________________________________
 CS1772  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1772  DYNAMIC HT  -         178.889 (meters)     586.90  (feet)  COMP
 CS1772  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 CS1772
 CS1772  VERT ORDER  -  FIRST     CLASS II
 CS1772
 CS1772.The horizontal coordinates were scaled from a topographic map and have
 CS1772.an estimated accuracy of +/- 6 seconds.
 CS1772
 CS1772.The orthometric height was determined by differential leveling
 CS1772.and adjusted by the National Geodetic Survey in June 1991..
 CS1772
 CS1772.The geoid height was determined by GEOID03.
 CS1772
 CS1772.The dynamic height is computed by dividing the NAVD 88
 CS1772.geopotential number by the normal gravity value computed on the
 CS1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1772.degrees latitude (g = 980.6199 gals.).
 CS1772
 CS1772.The modeled gravity was interpolated from observed gravity values.
 CS1772
 CS1772;                    North         East    Units  Estimated Accuracy
 CS1772;SPC TXNC     - 2,125,680.      707,810.      MT  (+/- 180 meters Scaled)
 CS1772
 CS1772                          SUPERSEDED SURVEY CONTROL
 CS1772
 CS1772.No superseded survey control is available for this station.
 CS1772
 CS1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB546297(NAD 83)
 CS1772_MARKER: DB = BENCH MARK DISK
 CS1772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1772_SP_SET: CURB INLET
 CS1772_STAMPING: S 931 RESET 1965
 CS1772_MARK LOGO: CGS   
 CS1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1772
 CS1772  HISTORY     - Date     Condition        Report By
 CS1772  HISTORY     - 1965     MONUMENTED       TXHD
 CS1772  HISTORY     - 1966     GOOD             NGS
 CS1772  HISTORY     - 1984     GOOD             NGS
 CS1772  HISTORY     - 19951118 GOOD             USPSQD
 CS1772  HISTORY     - 19960427 GOOD             USPSQD
 CS1772  HISTORY     - 20020607 GOOD             INDIV
 CS1772
 CS1772                          STATION DESCRIPTION
 CS1772
 CS1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1772'IN FORT WORTH.
 CS1772'ABOUT 2.8 MILES NORTH ALONG MAIN STREET TO SITE OF MARK, AT THE
 CS1772'NORTHEAST CORNER OF THE INTERSECTION OF NORTH MAIN STREET AND 28TH
 CS1772'STREET.  38 FEET NORTH OF THE CENTER LINE OF 28TH STREET, 2 FEET NORTH
 CS1772'OF THE NORTH CURB OF 28TH STREET, IN THE WEST END OF A CONCRETE CURB
 CS1772'INLET.  ON THE EAST SIDE OF NORTH MAIN STREET.
 CS1772
 CS1772                          STATION RECOVERY (1984)
 CS1772
 CS1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1772'RECOVERED IN GOOD CONDITION.
 CS1772
 CS1772                          STATION RECOVERY (1995)
 CS1772
 CS1772'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1772'RECOVERED IN GOOD CONDITION.
 CS1772
 CS1772                          STATION RECOVERY (1996)
 CS1772
 CS1772'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1772'RECOVERED IN GOOD CONDITION.
 CS1772
 CS1772                          STATION RECOVERY (2002)
 CS1772
 CS1772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1684 ***********************************************************************
 CS1684  DESIGNATION -  S 932
 CS1684  PID         -  CS1684
 CS1684  STATE/COUNTY-  TX/TARRANT
 CS1684  USGS QUAD   -  FORT WORTH (1981)
 CS1684
 CS1684                         *CURRENT SURVEY CONTROL
 CS1684  ___________________________________________________________________
 CS1684* NAD 83(1986)-  32 42 21.     (N)    097 18 38.     (W)     SCALED    
 CS1684* NAVD 88     -       192.407  (meters)     631.26   (feet)  ADJUSTED  
 CS1684  ___________________________________________________________________
 CS1684  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CS1684  DYNAMIC HT  -         192.181 (meters)     630.51  (feet)  COMP
 CS1684  MODELED GRAV-     979,460.1   (mgal)                       NAVD 88
 CS1684
 CS1684  VERT ORDER  -  FIRST     CLASS II
 CS1684
 CS1684.The horizontal coordinates were scaled from a topographic map and have
 CS1684.an estimated accuracy of +/- 6 seconds.
 CS1684
 CS1684.The orthometric height was determined by differential leveling
 CS1684.and adjusted by the National Geodetic Survey in June 1991..
 CS1684.WARNING-Repeat measurements at this control monument indicate possible
 CS1684.vertical movement.
 CS1684
 CS1684.The geoid height was determined by GEOID03.
 CS1684
 CS1684.The dynamic height is computed by dividing the NAVD 88
 CS1684.geopotential number by the normal gravity value computed on the
 CS1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1684.degrees latitude (g = 980.6199 gals.).
 CS1684
 CS1684.The modeled gravity was interpolated from observed gravity values.
 CS1684
 CS1684;                    North         East    Units  Estimated Accuracy
 CS1684;SPC TXNC     - 2,115,860.      711,510.      MT  (+/- 180 meters Scaled)
 CS1684
 CS1684                          SUPERSEDED SURVEY CONTROL
 CS1684
 CS1684  NGVD 29 (??/??/92)  192.411  (m)          631.27   (f) ADJ UNCH    1 2
 CS1684
 CS1684.Superseded values are not recommended for survey control.
 CS1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1684.See file dsdata.txt to determine how the superseded data were derived.
 CS1684
 CS1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB583199(NAD 83)
 CS1684_MARKER: DB = BENCH MARK DISK
 CS1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1684_STAMPING: S 932 1946 631.331
 CS1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1684+STABILITY: SURFACE MOTION
 CS1684
 CS1684  HISTORY     - Date     Condition        Report By
 CS1684  HISTORY     - 1946     MONUMENTED       CGS
 CS1684  HISTORY     - 1962     GOOD             NGS
 CS1684  HISTORY     - 1966     GOOD             NGS
 CS1684  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1684
 CS1684                          STATION DESCRIPTION
 CS1684
 CS1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1684'IN FORT WORTH.
 CS1684'ABOUT 3.7 MILES SOUTHEAST FROM THE COUNTY COURT HOUSE IN FORT WORTH,
 CS1684'IN THE NORTHWEST POINT OF THE INTERSECTION OF EAST BERRY STREET AND
 CS1684'THE I. AND G.N.R.R., 75 FEET WEST OF THE CENTERLINE OF THE TRACKS, 25
 CS1684'FEET NORTH OF THE NORTH CURB OF BERRY, IN THE WEST RIGHT-OF-WAY LINE
 CS1684'OF THE RAILROAD AND ALONG THE WEST BANK OF A DITCH AND ABOUT 2 FEET
 CS1684'BELOW THE LEVEL OF THE PARKING AREA ALONG THE EAST SIDE OF THE WHIZ
 CS1684'CAR WASH.  A STANDARD DISK STAMPED S 932 1946 631.331 IN A CONCRETE
 CS1684'POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- THE BENCH MARK IS 48 FEET
 CS1684'WEST-NORTHWEST OF A METAL STREET LIGHT POLE, 8 FEET SOUTH-SOUTHEAST OF
 CS1684'THE SOUTH POLE OF A LARGE SIGN AND 1 FOOT EAST OF A METAL WITNESS
 CS1684'POST.  THE TOP OF THE MARK IS NOW 4 INCHES BELOW THE SURFACE OF THE
 CS1684'GROUND.
 CS1684
 CS1684                          STATION RECOVERY (1966)
 CS1684
 CS1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1684'RECOVERED IN GOOD CONDITION.
 CS1684
 CS1684                          STATION RECOVERY (1995)
 CS1684
 CS1684'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0090 ***********************************************************************
 BZ0090  DESIGNATION -  S 933
 BZ0090  PID         -  BZ0090
 BZ0090  STATE/COUNTY-  TX/FREESTONE
 BZ0090  USGS QUAD   -  TEAGUE SOUTH (1982)
 BZ0090
 BZ0090                         *CURRENT SURVEY CONTROL
 BZ0090  ___________________________________________________________________
 BZ0090* NAD 83(1986)-  31 36 13.     (N)    096 17 08.     (W)     SCALED    
 BZ0090* NAVD 88     -       144.738  (meters)     474.86   (feet)  ADJUSTED  
 BZ0090  ___________________________________________________________________
 BZ0090  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BZ0090  DYNAMIC HT  -         144.564 (meters)     474.29  (feet)  COMP
 BZ0090  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 BZ0090
 BZ0090  VERT ORDER  -  SECOND    CLASS 0
 BZ0090
 BZ0090.The horizontal coordinates were scaled from a topographic map and have
 BZ0090.an estimated accuracy of +/- 6 seconds.
 BZ0090
 BZ0090.The orthometric height was determined by differential leveling
 BZ0090.and adjusted by the National Geodetic Survey in June 1991..
 BZ0090
 BZ0090.The geoid height was determined by GEOID03.
 BZ0090
 BZ0090.The dynamic height is computed by dividing the NAVD 88
 BZ0090.geopotential number by the normal gravity value computed on the
 BZ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0090.degrees latitude (g = 980.6199 gals.).
 BZ0090
 BZ0090.The modeled gravity was interpolated from observed gravity values.
 BZ0090
 BZ0090;                    North         East    Units  Estimated Accuracy
 BZ0090;SPC TX C     - 3,221,710.    1,084,020.      MT  (+/- 180 meters Scaled)
 BZ0090
 BZ0090                          SUPERSEDED SURVEY CONTROL
 BZ0090
 BZ0090  NGVD 29 (??/??/92)  144.728  (m)          474.83   (f) ADJ UNCH    2 0
 BZ0090
 BZ0090.Superseded values are not recommended for survey control.
 BZ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0090.See file dsdata.txt to determine how the superseded data were derived.
 BZ0090
 BZ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV575996(NAD 83)
 BZ0090_MARKER: DB = BENCH MARK DISK
 BZ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0090_STAMPING: S 933 1948
 BZ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0090+STABILITY: SURFACE MOTION
 BZ0090
 BZ0090  HISTORY     - Date     Condition        Report By
 BZ0090  HISTORY     - 1948     MONUMENTED       CGS
 BZ0090
 BZ0090                          STATION DESCRIPTION
 BZ0090
 BZ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0090'1.6 MI S FROM TEAGUE.
 BZ0090'1.6 MILES SOUTH ALONG FARM ROAD NO.80 FROM THE JUNCTION WITH U.S.
 BZ0090'HIGHWAY NO.84 AT TEAGUE, AT A DIRT T-ROAD LEADING WEST, 128.5 FEET
 BZ0090'NORTHWEST OF THE NORTHWEST CORNER OF A LARGE FRAME HOUSE, 48.7 FEET
 BZ0090'WEST AND ABOUT 2.0 FEET ABOVE THE CENTER OF THE HIGHWAY, 31.9 FEET
 BZ0090'NORTH OF THE CENTER OF THE DIRT T-ROAD, 9.5 FEET NORTH OF A FENCE
 BZ0090'CORNER, 2.8 FEET EAST OF A WOVEN WIRE FENCE, 1.8 FEET SOUTH OF A
 BZ0090'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BZ0090'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0170 ***********************************************************************
 BZ0170  DESIGNATION -  S 934
 BZ0170  PID         -  BZ0170
 BZ0170  STATE/COUNTY-  TX/FREESTONE
 BZ0170  USGS QUAD   -  FAIRFIELD (1982)
 BZ0170
 BZ0170                         *CURRENT SURVEY CONTROL
 BZ0170  ___________________________________________________________________
 BZ0170* NAD 83(1986)-  31 42 04.     (N)    096 09 54.     (W)     SCALED    
 BZ0170* NAVD 88     -       146.361  (meters)     480.19   (feet)  ADJUSTED  
 BZ0170  ___________________________________________________________________
 BZ0170  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0170  DYNAMIC HT  -         146.185 (meters)     479.61  (feet)  COMP
 BZ0170  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 BZ0170
 BZ0170  VERT ORDER  -  SECOND    CLASS 0
 BZ0170
 BZ0170.The horizontal coordinates were scaled from a topographic map and have
 BZ0170.an estimated accuracy of +/- 6 seconds.
 BZ0170
 BZ0170.The orthometric height was determined by differential leveling
 BZ0170.and adjusted by the National Geodetic Survey in June 1991..
 BZ0170
 BZ0170.The geoid height was determined by GEOID03.
 BZ0170
 BZ0170.The dynamic height is computed by dividing the NAVD 88
 BZ0170.geopotential number by the normal gravity value computed on the
 BZ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0170.degrees latitude (g = 980.6199 gals.).
 BZ0170
 BZ0170.The modeled gravity was interpolated from observed gravity values.
 BZ0170
 BZ0170;                    North         East    Units  Estimated Accuracy
 BZ0170;SPC TX C     - 3,232,940.    1,095,040.      MT  (+/- 180 meters Scaled)
 BZ0170
 BZ0170                          SUPERSEDED SURVEY CONTROL
 BZ0170
 BZ0170  NGVD 29 (??/??/92)  146.350  (m)          480.15   (f) ADJ UNCH    2 0
 BZ0170
 BZ0170.Superseded values are not recommended for survey control.
 BZ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0170.See file dsdata.txt to determine how the superseded data were derived.
 BZ0170
 BZ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA686108(NAD 83)
 BZ0170_MARKER: DB = BENCH MARK DISK
 BZ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0170_STAMPING: S 934 1948
 BZ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0170+STABILITY: SURFACE MOTION
 BZ0170
 BZ0170  HISTORY     - Date     Condition        Report By
 BZ0170  HISTORY     - 1948     MONUMENTED       CGS
 BZ0170  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0170
 BZ0170                          STATION DESCRIPTION
 BZ0170
 BZ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0170'1.85 MI SW FROM FAIRFIELD.
 BZ0170'0.3 MILE WEST ALONG U.S. HIGHWAY NO.84 FROM THE COURTHOUSE AT
 BZ0170'FAIRFIELD, THENCE 1.55 MILES SOUTH ALONG U.S. HIGHWAY NO.75, 210.0
 BZ0170'FEET NORTHEAST AND ACROSS HIGHWAY FROM A SERVICE STATION, 119.7 FEET
 BZ0170'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 46.8 FEET EAST AND
 BZ0170'ABOUT 2.0 FEET BELOW THE CENTER OF THE HIGHWAY, 16.5 FEET SOUTH OF A
 BZ0170'FENCE CORNER, 1.6 FEET NORTH OF A WITNESS POST, 1.0 FOOT WEST OF A
 BZ0170'WOVEN WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0170'0.6 FOOT ABOVE GROUND.
 BZ0170
 BZ0170                          STATION RECOVERY (2002)
 BZ0170
 BZ0170'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1470 ***********************************************************************
 BZ1470  DESIGNATION -  S 935 RESET
 BZ1470  PID         -  BZ1470
 BZ1470  STATE/COUNTY-  TX/FREESTONE
 BZ1470  USGS QUAD   -  FAIRFIELD (1982)
 BZ1470
 BZ1470                         *CURRENT SURVEY CONTROL
 BZ1470  ___________________________________________________________________
 BZ1470* NAD 83(1986)-  31 42 06.     (N)    096 11 11.     (W)     SCALED    
 BZ1470* NAVD 88     -       150.02   (meters)     492.2    (feet)  RESET     
 BZ1470  ___________________________________________________________________
 BZ1470  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 BZ1470
 BZ1470  VERT ORDER  -  THIRD
 BZ1470
 BZ1470.The horizontal coordinates were scaled from a topographic map and have
 BZ1470.an estimated accuracy of +/- 6 seconds.
 BZ1470
 BZ1470.The orthometric height was computed from unverified reset data.
 BZ1470
 BZ1470.The geoid height was determined by GEOID03.
 BZ1470
 BZ1470;                    North         East    Units  Estimated Accuracy
 BZ1470;SPC TX C     - 3,232,920.    1,093,010.      MT  (+/- 180 meters Scaled)
 BZ1470
 BZ1470                          SUPERSEDED SURVEY CONTROL
 BZ1470
 BZ1470  NGVD 29 (01/29/03)  150.01   (m)          492.2    (f) RESET       3  
 BZ1470
 BZ1470.Superseded values are not recommended for survey control.
 BZ1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1470.See file dsdata.txt to determine how the superseded data were derived.
 BZ1470
 BZ1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA666108(NAD 83)
 BZ1470_MARKER: DB = BENCH MARK DISK
 BZ1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1470_SP_SET: CONCRETE POST
 BZ1470_STAMPING: S 935 RESET 1956
 BZ1470_MARK LOGO: CGS   
 BZ1470_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1470+STABILITY: SURFACE MOTION
 BZ1470
 BZ1470  HISTORY     - Date     Condition        Report By
 BZ1470  HISTORY     - 1956     MONUMENTED       CGS
 BZ1470
 BZ1470                          STATION DESCRIPTION
 BZ1470
 BZ1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BZ1470'2.3 MILES SOUTHWEST OF FAIRFIELD COURTHOUSE, ALONG U.S. HIGHWAY 84, AT
 BZ1470'A T-ROAD LEADING EAST, 10 YARDS NORTH OF THE NARROW ROAD, 1 YARD WEST
 BZ1470'OF AN OLD FENCE LINE AND 50 YARDS EAST OF THE EAST RIGHT-OF-WAY LINE
 BZ1470'OF THE HIGHWAY, IT IS NORTH ACROSS THE ROAD FROM AN OLD SHACK,
 BZ1470'PROJECTING ABOUT 2 INCHES, AND 2 FEET SOUTH OF A POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0054 ***********************************************************************
 BZ0054  DESIGNATION -  S 936
 BZ0054  PID         -  BZ0054
 BZ0054  STATE/COUNTY-  TX/FREESTONE
 BZ0054  USGS QUAD   -  KIRVIN (1982)
 BZ0054
 BZ0054                         *CURRENT SURVEY CONTROL
 BZ0054  ___________________________________________________________________
 BZ0054* NAD 83(1986)-  31 45 05.     (N)    096 17 08.     (W)     SCALED    
 BZ0054* NAVD 88     -       124.013  (meters)     406.87   (feet)  ADJUSTED  
 BZ0054  ___________________________________________________________________
 BZ0054  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 BZ0054  DYNAMIC HT  -         123.866 (meters)     406.38  (feet)  COMP
 BZ0054  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 BZ0054
 BZ0054  VERT ORDER  -  SECOND    CLASS 0
 BZ0054
 BZ0054.The horizontal coordinates were scaled from a topographic map and have
 BZ0054.an estimated accuracy of +/- 6 seconds.
 BZ0054
 BZ0054.The orthometric height was determined by differential leveling
 BZ0054.and adjusted by the National Geodetic Survey in June 1991..
 BZ0054
 BZ0054.The geoid height was determined by GEOID03.
 BZ0054
 BZ0054.The dynamic height is computed by dividing the NAVD 88
 BZ0054.geopotential number by the normal gravity value computed on the
 BZ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0054.degrees latitude (g = 980.6199 gals.).
 BZ0054
 BZ0054.The modeled gravity was interpolated from observed gravity values.
 BZ0054
 BZ0054;                    North         East    Units  Estimated Accuracy
 BZ0054;SPC TX C     - 3,238,090.    1,083,420.      MT  (+/- 180 meters Scaled)
 BZ0054
 BZ0054                          SUPERSEDED SURVEY CONTROL
 BZ0054
 BZ0054  NGVD 29 (??/??/92)  124.003  (m)          406.83   (f) ADJ UNCH    2 0
 BZ0054
 BZ0054.Superseded values are not recommended for survey control.
 BZ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0054.See file dsdata.txt to determine how the superseded data were derived.
 BZ0054
 BZ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA571160(NAD 83)
 BZ0054_MARKER: DB = BENCH MARK DISK
 BZ0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0054_SP_SET: CULVERT
 BZ0054_STAMPING: S 936 1948
 BZ0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0054
 BZ0054  HISTORY     - Date     Condition        Report By
 BZ0054  HISTORY     - 1948     MONUMENTED       CGS
 BZ0054  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0054
 BZ0054                          STATION DESCRIPTION
 BZ0054
 BZ0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0054'3.30 MI SE FROM KIRVIN.
 BZ0054'0.65 MILE SOUTH ALONG SPUR HIGHWAY NO.156 FROM THE RAILROAD STATION AT
 BZ0054'KIRVIN, THENCE 2.65 MILES EAST ALONG FARM HIGHWAY NO.27, ABOUT 300.0
 BZ0054'FEET NORTHEAST OF A FRAME HOUSE, 30.4 FEET NORTH AND ABOUT 8.0 FEET
 BZ0054'BELOW THE CENTER OF THE HIGHWAY, IN THE TOP OF THE WEST END OF THE
 BZ0054'NORTH HEADWALL OF A CONCRETE CULVERT AND SET IN A DRILL HOLE.
 BZ0054
 BZ0054                          STATION RECOVERY (2002)
 BZ0054
 BZ0054'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0054'NEW ROAD, NO CEMENT CULVERT OVER DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0689 ***********************************************************************
 BZ0689  DESIGNATION -  S 937
 BZ0689  PID         -  BZ0689
 BZ0689  STATE/COUNTY-  TX/LIMESTONE
 BZ0689  USGS QUAD   -  COOLIDGE (1978)
 BZ0689
 BZ0689                         *CURRENT SURVEY CONTROL
 BZ0689  ___________________________________________________________________
 BZ0689* NAD 83(1986)-  31 47 36.     (N)    096 37 42.     (W)     SCALED    
 BZ0689* NAVD 88     -       145.066  (meters)     475.94   (feet)  ADJUSTED  
 BZ0689  ___________________________________________________________________
 BZ0689  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0689  DYNAMIC HT  -         144.894 (meters)     475.37  (feet)  COMP
 BZ0689  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 BZ0689
 BZ0689  VERT ORDER  -  SECOND    CLASS 0
 BZ0689
 BZ0689.The horizontal coordinates were scaled from a topographic map and have
 BZ0689.an estimated accuracy of +/- 6 seconds.
 BZ0689
 BZ0689.The orthometric height was determined by differential leveling
 BZ0689.and adjusted by the National Geodetic Survey in June 1991..
 BZ0689
 BZ0689.The geoid height was determined by GEOID03.
 BZ0689
 BZ0689.The dynamic height is computed by dividing the NAVD 88
 BZ0689.geopotential number by the normal gravity value computed on the
 BZ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0689.degrees latitude (g = 980.6199 gals.).
 BZ0689
 BZ0689.The modeled gravity was interpolated from observed gravity values.
 BZ0689
 BZ0689;                    North         East    Units  Estimated Accuracy
 BZ0689;SPC TX C     - 3,241,600.    1,050,810.      MT  (+/- 180 meters Scaled)
 BZ0689
 BZ0689                          SUPERSEDED SURVEY CONTROL
 BZ0689
 BZ0689  NGVD 29 (??/??/92)  145.048  (m)          475.88   (f) ADJ UNCH    2 0
 BZ0689
 BZ0689.Superseded values are not recommended for survey control.
 BZ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0689.See file dsdata.txt to determine how the superseded data were derived.
 BZ0689
 BZ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA245199(NAD 83)
 BZ0689_MARKER: DB = BENCH MARK DISK
 BZ0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0689_STAMPING: S 937 1948
 BZ0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0689+STABILITY: SURFACE MOTION
 BZ0689
 BZ0689  HISTORY     - Date     Condition        Report By
 BZ0689  HISTORY     - 1948     MONUMENTED       CGS
 BZ0689
 BZ0689                          STATION DESCRIPTION
 BZ0689
 BZ0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0689'3.85 MI N FROM COOLIDGE.
 BZ0689'3.85 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD STATION AT
 BZ0689'COOLIDGE, AT A JUNCTION WITH A DIRT T ROAD LEADING EAST, 0.15 MILE
 BZ0689'SOUTHWEST OF A FARMHOUSE, 55.6 FEET EAST OF AND 3.0 FEET HIGHER THAN
 BZ0689'THE CENTER LINE OF THE ROAD, 33.8 FEET EAST OF THE SOUTH END OF A
 BZ0689'CORRUGATED IRON CULVERT, 28.0 FEET NORTHEAST OF A TELEPHONE POLE WHICH
 BZ0689'IS SET IN A FENCE CORNER, 26.8 FEET SOUTH OF THE CENTER LINE OF THE
 BZ0689'ROAD LEADING EAST, 1.8 FEET EAST OF A WITNESS POST, 1.0 FOOT NORTH OF
 BZ0689'A WOVEN WIRE FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0689'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0610 ***********************************************************************
 BZ0610  DESIGNATION -  S 938
 BZ0610  PID         -  BZ0610
 BZ0610  STATE/COUNTY-  TX/LIMESTONE
 BZ0610  USGS QUAD   -  TEHUACANA (1978)
 BZ0610
 BZ0610                         *CURRENT SURVEY CONTROL
 BZ0610  ___________________________________________________________________
 BZ0610* NAD 83(1986)-  31 42 59.     (N)    096 31 39.     (W)     SCALED    
 BZ0610* NAVD 88     -       173.309  (meters)     568.60   (feet)  ADJUSTED  
 BZ0610  ___________________________________________________________________
 BZ0610  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 BZ0610  DYNAMIC HT  -         173.101 (meters)     567.92  (feet)  COMP
 BZ0610  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 BZ0610
 BZ0610  VERT ORDER  -  FIRST     CLASS II
 BZ0610
 BZ0610.The horizontal coordinates were scaled from a topographic map and have
 BZ0610.an estimated accuracy of +/- 6 seconds.
 BZ0610
 BZ0610.The orthometric height was determined by differential leveling
 BZ0610.and adjusted by the National Geodetic Survey in June 1991..
 BZ0610.WARNING-Repeat measurements at this control monument indicate possible
 BZ0610.vertical movement.
 BZ0610
 BZ0610.The geoid height was determined by GEOID03.
 BZ0610
 BZ0610.The dynamic height is computed by dividing the NAVD 88
 BZ0610.geopotential number by the normal gravity value computed on the
 BZ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0610.degrees latitude (g = 980.6199 gals.).
 BZ0610
 BZ0610.The modeled gravity was interpolated from observed gravity values.
 BZ0610
 BZ0610;                    North         East    Units  Estimated Accuracy
 BZ0610;SPC TX C     - 3,233,400.    1,060,640.      MT  (+/- 180 meters Scaled)
 BZ0610
 BZ0610                          SUPERSEDED SURVEY CONTROL
 BZ0610
 BZ0610  NGVD 29 (??/??/92)  173.282  (m)          568.51   (f) ADJ UNCH    1 2
 BZ0610
 BZ0610.Superseded values are not recommended for survey control.
 BZ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0610.See file dsdata.txt to determine how the superseded data were derived.
 BZ0610
 BZ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA342116(NAD 83)
 BZ0610_MARKER: DB = BENCH MARK DISK
 BZ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0610_STAMPING: S 938 1948
 BZ0610_PROJECTION: PROJECTING 27 CENTIMETERS
 BZ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0610+STABILITY: SURFACE MOTION
 BZ0610
 BZ0610  HISTORY     - Date     Condition        Report By
 BZ0610  HISTORY     - 1948     MONUMENTED       CGS
 BZ0610  HISTORY     - 1980     GOOD             NGS
 BZ0610  HISTORY     - 20020824 POOR             USPSQD
 BZ0610
 BZ0610                          STATION DESCRIPTION
 BZ0610
 BZ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0610'3.53 MI NW FROM MEXIA.
 BZ0610'3.53 MILES NORTHWEST ALONG THE ABANDONED BURLINGTON-ROCK ISLAND
 BZ0610'RAILROAD FROM THE STATION AT MEXIA, AT A PUBLIC ROAD CROSSING, ABOUT
 BZ0610'0.1 MILE EAST OF AN OLD 2-STORY FARMHOUSE, 41.0 FEET SOUTHWEST OF THE
 BZ0610'CENTER LINE OF THE OLD RAILROAD BED, 33.0 FEET NORTHEAST OF THE CENTER
 BZ0610'LINE OF THE ROAD, 5.0 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET
 BZ0610'NORTHWEST OF A FENCE, 2.5 FEET SOUTH OF A REFERENCE POST, SET IN TOP
 BZ0610'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BZ0610
 BZ0610                          STATION RECOVERY (1980)
 BZ0610
 BZ0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0610'3.1 KM. (1.9 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0610'OF STATE HIGHWAY 14 IN MEXIA, THENCE 0.15 KM. (0.1 MI.) NORTHEAST
 BZ0610'ALONG A PAVED ROAD, THENCE 1.9 KM. (1.2 MI.) NORTHWEST ALONG A PAVED
 BZ0610'ROAD, AT AN ABANDONED RAILROAD CROSSING, 48.8 M. (160 FT.) SOUTHWEST
 BZ0610'OF THE CENTER OF A FIELD ROAD AND A METAL GATE, 10.1 M. (33.0 FT.)
 BZ0610'NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 2.6 M. (8.5 FT.)
 BZ0610'NORTHEAST OF A FENCE, 2.9 M. (9.5 FT.) EAST OF A SAWED OFF 20-CM.
 BZ0610'TELEPHONE POLE.
 BZ0610'THE MARK IS 1.4 METERS  N FROM A WITNESS POST.
 BZ0610'THE MARK IS 0.6 M ABOVE THE ROAD.
 BZ0610
 BZ0610                          STATION RECOVERY (2002)
 BZ0610
 BZ0610'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ0610'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0669 ***********************************************************************
 BZ0669  DESIGNATION -  S 939
 BZ0669  PID         -  BZ0669
 BZ0669  STATE/COUNTY-  TX/NAVARRO
 BZ0669  USGS QUAD   -  UNION HIGH (1965)
 BZ0669
 BZ0669                         *CURRENT SURVEY CONTROL
 BZ0669  ___________________________________________________________________
 BZ0669* NAD 83(1986)-  31 48 39.     (N)    096 30 51.     (W)     SCALED    
 BZ0669* NAVD 88     -       169.608  (meters)     556.46   (feet)  ADJUSTED  
 BZ0669  ___________________________________________________________________
 BZ0669  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ0669  DYNAMIC HT  -         169.408 (meters)     555.80  (feet)  COMP
 BZ0669  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 BZ0669
 BZ0669  VERT ORDER  -  SECOND    CLASS 0
 BZ0669
 BZ0669.The horizontal coordinates were scaled from a topographic map and have
 BZ0669.an estimated accuracy of +/- 6 seconds.
 BZ0669
 BZ0669.The orthometric height was determined by differential leveling
 BZ0669.and adjusted by the National Geodetic Survey in June 1991..
 BZ0669
 BZ0669.The geoid height was determined by GEOID03.
 BZ0669
 BZ0669.The dynamic height is computed by dividing the NAVD 88
 BZ0669.geopotential number by the normal gravity value computed on the
 BZ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0669.degrees latitude (g = 980.6199 gals.).
 BZ0669
 BZ0669.The modeled gravity was interpolated from observed gravity values.
 BZ0669
 BZ0669;                    North         East    Units  Estimated Accuracy
 BZ0669;SPC TXNC     - 2,017,770.      788,040.      MT  (+/- 180 meters Scaled)
 BZ0669
 BZ0669                          SUPERSEDED SURVEY CONTROL
 BZ0669
 BZ0669  NGVD 29 (??/??/92)  169.587  (m)          556.39   (f) ADJ UNCH    2 0
 BZ0669
 BZ0669.Superseded values are not recommended for survey control.
 BZ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0669.See file dsdata.txt to determine how the superseded data were derived.
 BZ0669
 BZ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA353221(NAD 83)
 BZ0669_MARKER: DB = BENCH MARK DISK
 BZ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0669_STAMPING: S 939 1948
 BZ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0669+STABILITY: SURFACE MOTION
 BZ0669
 BZ0669  HISTORY     - Date     Condition        Report By
 BZ0669  HISTORY     - 1948     MONUMENTED       CGS
 BZ0669
 BZ0669                          STATION DESCRIPTION
 BZ0669
 BZ0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0669'5.7 MI NW FROM WORTHAM.
 BZ0669'1.6 MILES WEST ALONG A GRAVELED ROAD FROM THE ASSEMBLY OF GOD CHURCH
 BZ0669'AT THE WEST EDGE OF WORTHAM, THENCE 0.8 MILE NORTH ALONG A GRADED DIRT
 BZ0669'ROAD, THENCE 1.3 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 0.6 MILE
 BZ0669'NORTHWEST OF A Y ROAD JUNCTION, 0.1 MILE NORTHWEST OF A FARMHOUSE,
 BZ0669'93.6 FEET SOUTHEAST OF A T FENCE CORNER, 30.0 FEET NORTHEAST OF THE
 BZ0669'CENTER LINE OF THE ROAD, 21.2 FEET NORTHWEST OF THE NORTHWEST END OF A
 BZ0669'WOODEN GATE ACROSS A PRIVATE ROAD LEADING NORTHEAST, 1.5 FEET
 BZ0669'SOUTHEAST OF A REFERENCE POST, 0.8 FOOT SOUTHWEST OF A FENCE, ACROSS
 BZ0669'THE ROAD FROM A SMALL STOCK POND, SET IN THE TOP OF A CONCRETE POST
 BZ0669'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0499 ***********************************************************************
 AJ0499  DESIGNATION -  S 94
 AJ0499  PID         -  AJ0499
 AJ0499  STATE/COUNTY-  TX/WEBB
 AJ0499  USGS QUAD   -  OILTON (1972)
 AJ0499
 AJ0499                         *CURRENT SURVEY CONTROL
 AJ0499  ___________________________________________________________________
 AJ0499* NAD 83(1986)-  27 27 52.     (N)    098 58 16.     (W)     SCALED    
 AJ0499* NAVD 88     -       262.562  (meters)     861.42   (feet)  ADJUSTED  
 AJ0499  ___________________________________________________________________
 AJ0499  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AJ0499  DYNAMIC HT  -         262.132 (meters)     860.01  (feet)  COMP
 AJ0499  MODELED GRAV-     979,000.7   (mgal)                       NAVD 88
 AJ0499
 AJ0499  VERT ORDER  -  FIRST     CLASS II
 AJ0499
 AJ0499.The horizontal coordinates were scaled from a topographic map and have
 AJ0499.an estimated accuracy of +/- 6 seconds.
 AJ0499
 AJ0499.The orthometric height was determined by differential leveling
 AJ0499.and adjusted by the National Geodetic Survey in June 1991..
 AJ0499
 AJ0499.The geoid height was determined by GEOID03.
 AJ0499
 AJ0499.The dynamic height is computed by dividing the NAVD 88
 AJ0499.geopotential number by the normal gravity value computed on the
 AJ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0499.degrees latitude (g = 980.6199 gals.).
 AJ0499
 AJ0499.The modeled gravity was interpolated from observed gravity values.
 AJ0499
 AJ0499;                    North         East    Units  Estimated Accuracy
 AJ0499;SPC TX S     - 5,199,270.      253,440.      MT  (+/- 180 meters Scaled)
 AJ0499
 AJ0499                          SUPERSEDED SURVEY CONTROL
 AJ0499
 AJ0499  NGVD 29 (??/??/92)  262.558  (m)          861.41   (f) ADJ UNCH    1 2
 AJ0499
 AJ0499.Superseded values are not recommended for survey control.
 AJ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0499.See file dsdata.txt to determine how the superseded data were derived.
 AJ0499
 AJ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR028378(NAD 83)
 AJ0499_MARKER: DB = BENCH MARK DISK
 AJ0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0499_STAMPING: S 94 1933
 AJ0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0499+STABILITY: SURFACE MOTION
 AJ0499
 AJ0499  HISTORY     - Date     Condition        Report By
 AJ0499  HISTORY     - 1933     MONUMENTED       CGS
 AJ0499  HISTORY     - 1943     GOOD             NGS
 AJ0499
 AJ0499                          STATION DESCRIPTION
 AJ0499
 AJ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0499'IN OILTON.
 AJ0499'BENCH MARK IS ALONG THE TEXAS MEXICAN RAILROAD, ABOUT 950 FEET WEST OF
 AJ0499'MILE POST NUMBER 40.  ABOUT 135 FEET EAST OF A TRACK ROAD CROSSING. 37
 AJ0499'FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE RAILROAD.
 AJ0499'3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST. A DISK SET IN
 AJ0499'CONCRETE POST.  PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0074 ***********************************************************************
 BZ0074  DESIGNATION -  S 940
 BZ0074  PID         -  BZ0074
 BZ0074  STATE/COUNTY-  TX/NAVARRO
 BZ0074  USGS QUAD   -  RICHLAND (1978)
 BZ0074
 BZ0074                         *CURRENT SURVEY CONTROL
 BZ0074  ___________________________________________________________________
 BZ0074* NAD 83(1986)-  31 55 03.     (N)    096 26 31.     (W)     SCALED    
 BZ0074* NAVD 88     -       118.479  (meters)     388.71   (feet)  ADJUSTED  
 BZ0074  ___________________________________________________________________
 BZ0074  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BZ0074  DYNAMIC HT  -         118.340 (meters)     388.25  (feet)  COMP
 BZ0074  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 BZ0074
 BZ0074  VERT ORDER  -  SECOND    CLASS 0
 BZ0074
 BZ0074.The horizontal coordinates were scaled from a topographic map and have
 BZ0074.an estimated accuracy of +/- 6 seconds.
 BZ0074
 BZ0074.The orthometric height was determined by differential leveling
 BZ0074.and adjusted by the National Geodetic Survey in June 1991..
 BZ0074
 BZ0074.The geoid height was determined by GEOID03.
 BZ0074
 BZ0074.The dynamic height is computed by dividing the NAVD 88
 BZ0074.geopotential number by the normal gravity value computed on the
 BZ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0074.degrees latitude (g = 980.6199 gals.).
 BZ0074
 BZ0074.The modeled gravity was interpolated from observed gravity values.
 BZ0074
 BZ0074;                    North         East    Units  Estimated Accuracy
 BZ0074;SPC TXNC     - 2,029,720.      794,650.      MT  (+/- 180 meters Scaled)
 BZ0074
 BZ0074                          SUPERSEDED SURVEY CONTROL
 BZ0074
 BZ0074  NGVD 29 (??/??/92)  118.465  (m)          388.66   (f) ADJ UNCH    2 0
 BZ0074
 BZ0074.Superseded values are not recommended for survey control.
 BZ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0074.See file dsdata.txt to determine how the superseded data were derived.
 BZ0074
 BZ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA418341(NAD 83)
 BZ0074_MARKER: DB = BENCH MARK DISK
 BZ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0074_STAMPING: S 940 1948
 BZ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0074+STABILITY: SURFACE MOTION
 BZ0074
 BZ0074  HISTORY     - Date     Condition        Report By
 BZ0074  HISTORY     - 1948     MONUMENTED       CGS
 BZ0074  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0074
 BZ0074                          STATION DESCRIPTION
 BZ0074
 BZ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0074'1.0 MI SW FROM RICHLAND.
 BZ0074'1.0 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BZ0074'RICHLAND, AT THE SOUTHEAST CORNER OF A FARM YARD, 200.0 FEET NORTHEAST
 BZ0074'OF A 90 DEGREE TURN IN THE ROAD, 57.0 FEET SOUTHWEST OF THE CENTER
 BZ0074'LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE, 32.0 FEET NORTHWEST OF
 BZ0074'THE CENTER LINE OF THE ROAD, 2.7 FEET NORTHWEST OF A FENCE CORNER
 BZ0074'POST, 1.5 FEET NORTHEAST OF A FENCE, 1.9 FEET SOUTHEAST OF A WITNESS
 BZ0074'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BZ0074'THE GROUND.
 BZ0074
 BZ0074                          STATION RECOVERY (2002)
 BZ0074
 BZ0074'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1877 ***********************************************************************
 CS1877  DESIGNATION -  S 941
 CS1877  PID         -  CS1877
 CS1877  STATE/COUNTY-  TX/TARRANT
 CS1877  USGS QUAD   -  KELLER (1981)
 CS1877
 CS1877                         *CURRENT SURVEY CONTROL
 CS1877  ___________________________________________________________________
 CS1877* NAD 83(1986)-  32 58 41.     (N)    097 15 20.     (W)     SCALED    
 CS1877* NAVD 88     -       211.907  (meters)     695.23   (feet)  ADJUSTED  
 CS1877  ___________________________________________________________________
 CS1877  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS1877  DYNAMIC HT  -         211.660 (meters)     694.42  (feet)  COMP
 CS1877  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 CS1877
 CS1877  VERT ORDER  -  SECOND    CLASS 0
 CS1877
 CS1877.The horizontal coordinates were scaled from a topographic map and have
 CS1877.an estimated accuracy of +/- 6 seconds.
 CS1877
 CS1877.The orthometric height was determined by differential leveling
 CS1877.and adjusted by the National Geodetic Survey in June 1991..
 CS1877
 CS1877.The geoid height was determined by GEOID03.
 CS1877
 CS1877.The dynamic height is computed by dividing the NAVD 88
 CS1877.geopotential number by the normal gravity value computed on the
 CS1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1877.degrees latitude (g = 980.6199 gals.).
 CS1877
 CS1877.The modeled gravity was interpolated from observed gravity values.
 CS1877
 CS1877;                    North         East    Units  Estimated Accuracy
 CS1877;SPC TXNC     - 2,146,110.      716,310.      MT  (+/- 180 meters Scaled)
 CS1877
 CS1877                          SUPERSEDED SURVEY CONTROL
 CS1877
 CS1877  NGVD 29 (??/??/92)  211.895  (m)          695.19   (f) ADJ UNCH    2 0
 CS1877
 CS1877.Superseded values are not recommended for survey control.
 CS1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1877.See file dsdata.txt to determine how the superseded data were derived.
 CS1877
 CS1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB630502(NAD 83)
 CS1877_MARKER: DB = BENCH MARK DISK
 CS1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1877_STAMPING: S 941 1946
 CS1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1877+STABILITY: SURFACE MOTION
 CS1877
 CS1877  HISTORY     - Date     Condition        Report By
 CS1877  HISTORY     - 1946     MONUMENTED       CGS
 CS1877  HISTORY     - 1959     GOOD             NGS
 CS1877  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1877
 CS1877                          STATION DESCRIPTION
 CS1877
 CS1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1877'2.4 MI SW FROM ROANOKE.
 CS1877'IN TARRANT COUNTY, 1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE
 CS1877'TEXAS AND PACIFIC RAILWAY STATION AT ROANOKE, DENTON COUNTY, THEN .8
 CS1877'MI. WEST ALONG GRAVEL ROAD, AT THE JUNCTION OF A FARM DRIVE LEADING
 CS1877'SOUTH, 32 FEET WEST OF THE CENTERLINE OF THE FARM DRIVE, 18.5 FEET
 CS1877'SOUTH OF THE CENTERLINE OF THE ROAD, 25 FEET WEST OF THE WEST END OF A
 CS1877'STEEL GATE, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN
 CS1877'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED S 941
 CS1877'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CS1877'GROUND.
 CS1877
 CS1877                          STATION RECOVERY (1991)
 CS1877
 CS1877'RECOVERY NOTE BY US POWER SQUADRON 1991 (SB)
 CS1877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1962 ***********************************************************************
 CS1962  DESIGNATION -  S 942 RESET 1970
 CS1962  PID         -  CS1962
 CS1962  STATE/COUNTY-  TX/TARRANT
 CS1962  USGS QUAD   -  GRAPEVINE (1981)
 CS1962
 CS1962                         *CURRENT SURVEY CONTROL
 CS1962  ___________________________________________________________________
 CS1962* NAD 83(1986)-  32 55 00.     (N)    097 07 21.     (W)     SCALED    
 CS1962* NAVD 88     -       179.21   (+/-2cm)     588.0    (feet)  VERTCON   
 CS1962  ___________________________________________________________________
 CS1962  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CS1962
 CS1962  VERT ORDER  -  THIRD (See Below)
 CS1962
 CS1962.The horizontal coordinates were scaled from a topographic map and have
 CS1962.an estimated accuracy of +/- 6 seconds.
 CS1962
 CS1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1962.The vertical order pertains to the NGVD 29 superseded value.
 CS1962
 CS1962.The geoid height was determined by GEOID03.
 CS1962
 CS1962;                    North         East    Units  Estimated Accuracy
 CS1962;SPC TXNC     - 2,139,460.      728,830.      MT  (+/- 180 meters Scaled)
 CS1962
 CS1962                          SUPERSEDED SURVEY CONTROL
 CS1962
 CS1962  NGVD 29 (??/??/??)  179.19   (m)          587.9    (f) RESET       3  
 CS1962
 CS1962.Superseded values are not recommended for survey control.
 CS1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1962.See file dsdata.txt to determine how the superseded data were derived.
 CS1962
 CS1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB755436(NAD 83)
 CS1962_MARKER: DB = BENCH MARK DISK
 CS1962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1962_SP_SET: CULVERT
 CS1962_STAMPING: S 942 RESET 1970
 CS1962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1962+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 CS1962
 CS1962  HISTORY     - Date     Condition        Report By
 CS1962  HISTORY     - 1970     MONUMENTED       NGS
 CS1962  HISTORY     - 20020620 GOOD             INDIV
 CS1962  HISTORY     - 20050929 GOOD             HALFF
 CS1962
 CS1962                          STATION DESCRIPTION
 CS1962
 CS1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CS1962'3.1 MI SW FROM GRAPEVINE.
 CS1962'ABOUT 3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 121 FROM THE FIRST
 CS1962'NATIONAL BANK IN GRAPEVINE TO SITE OF BENCH MARK.  IN THE NORTHEAST
 CS1962'END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE ST.
 CS1962'LOUIS SOUTHWESTERN RAILROAD, 14 FEET SOUTHEAST OF THE SOUTHEAST
 CS1962'RAILROAD TRACK, 72.5 FEET NORTHWEST OF THE CENTER LINE OF STATE
 CS1962'HIGHWAY 121, AND AT HIGHWAY STATION 309 + 79.  A C AND GS BENCH MARK
 CS1962'DISK CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF HEADWALL.
 CS1962
 CS1962                          STATION RECOVERY (2002)
 CS1962
 CS1962'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1962'GPS WGS84 N32 55.037 W097 07.369
 CS1962
 CS1962                          STATION RECOVERY (2005)
 CS1962
 CS1962'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2005 (GSK)
 CS1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2007 ***********************************************************************
 CS2007  DESIGNATION -  S 944
 CS2007  PID         -  CS2007
 CS2007  STATE/COUNTY-  TX/TARRANT
 CS2007  USGS QUAD   -  HURST (1981)
 CS2007
 CS2007                         *CURRENT SURVEY CONTROL
 CS2007  ___________________________________________________________________
 CS2007* NAD 83(1986)-  32 48 33.     (N)    097 10 58.     (W)     SCALED    
 CS2007* NAVD 88     -       161.923  (meters)     531.24   (feet)  ADJUSTED  
 CS2007  ___________________________________________________________________
 CS2007  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CS2007  DYNAMIC HT  -         161.735 (meters)     530.63  (feet)  COMP
 CS2007  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 CS2007
 CS2007  VERT ORDER  -  SECOND    CLASS 0
 CS2007
 CS2007.The horizontal coordinates were scaled from a topographic map and have
 CS2007.an estimated accuracy of +/- 6 seconds.
 CS2007
 CS2007.The orthometric height was determined by differential leveling
 CS2007.and adjusted by the National Geodetic Survey in June 1991..
 CS2007
 CS2007.The geoid height was determined by GEOID03.
 CS2007
 CS2007.The dynamic height is computed by dividing the NAVD 88
 CS2007.geopotential number by the normal gravity value computed on the
 CS2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2007.degrees latitude (g = 980.6199 gals.).
 CS2007
 CS2007.The modeled gravity was interpolated from observed gravity values.
 CS2007
 CS2007;                    North         East    Units  Estimated Accuracy
 CS2007;SPC TXNC     - 2,127,470.      723,350.      MT  (+/- 180 meters Scaled)
 CS2007
 CS2007                          SUPERSEDED SURVEY CONTROL
 CS2007
 CS2007  NGVD 29 (??/??/92)  161.92   (m)          531.2    (f) COMPUTED    2 0
 CS2007
 CS2007.Superseded values are not recommended for survey control.
 CS2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2007.See file dsdata.txt to determine how the superseded data were derived.
 CS2007
 CS2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB701315(NAD 83)
 CS2007_MARKER: DB = BENCH MARK DISK
 CS2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2007_STAMPING: S 944 1946
 CS2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2007+STABILITY: SURFACE MOTION
 CS2007
 CS2007  HISTORY     - Date     Condition        Report By
 CS2007  HISTORY     - 1946     MONUMENTED       CGS
 CS2007  HISTORY     - 1950     GOOD             NGS
 CS2007  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS2007
 CS2007                          STATION DESCRIPTION
 CS2007
 CS2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CS2007'0.8 MI W FROM HURST.
 CS2007'TO REACH FROM THE SCHOOL BUILDINGS IN HURST, GO WEST ON HIGHWAY NO.183
 CS2007'00.8 MILE TO THE MARK ON THE LEFT OR NORTH.  IT IS 104 FEET SOUTHEAST
 CS2007'OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 56.5 FEET NORTH OF AND ABOUT
 CS2007'LEVEL WITH THE CENTERLINE OF THE WEST BOUND TRAFFICE LANE, 38.0 FEET
 CS2007'WEST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE AND 1 FOOT WEST OF A
 CS2007'4 X 4 FT. WITNESS POST A STANDARD DISK STAMPED S 944 1946 SET IN THE
 CS2007'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 CS2007
 CS2007                          STATION RECOVERY (1997)
 CS2007
 CS2007'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0703 ***********************************************************************
 DN0703  DESIGNATION -  S 945
 DN0703  PID         -  DN0703
 DN0703  STATE/COUNTY-  TX/DENTON
 DN0703  USGS QUAD   -  ARGYLE (1973)
 DN0703
 DN0703                         *CURRENT SURVEY CONTROL
 DN0703  ___________________________________________________________________
 DN0703* NAD 83(1986)-  33 07 06.     (N)    097 13 32.     (W)     SCALED    
 DN0703* NAVD 88     -       221.321  (meters)     726.12   (feet)  ADJUSTED  
 DN0703  ___________________________________________________________________
 DN0703  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DN0703  DYNAMIC HT  -         221.066 (meters)     725.28  (feet)  COMP
 DN0703  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 DN0703
 DN0703  VERT ORDER  -  SECOND    CLASS 0
 DN0703
 DN0703.The horizontal coordinates were scaled from a topographic map and have
 DN0703.an estimated accuracy of +/- 6 seconds.
 DN0703
 DN0703.The orthometric height was determined by differential leveling
 DN0703.and adjusted by the National Geodetic Survey in June 1991..
 DN0703
 DN0703.The geoid height was determined by GEOID03.
 DN0703
 DN0703.The dynamic height is computed by dividing the NAVD 88
 DN0703.geopotential number by the normal gravity value computed on the
 DN0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0703.degrees latitude (g = 980.6199 gals.).
 DN0703
 DN0703.The modeled gravity was interpolated from observed gravity values.
 DN0703
 DN0703;                    North         East    Units  Estimated Accuracy
 DN0703;SPC TXNC     - 2,161,700.      718,920.      MT  (+/- 180 meters Scaled)
 DN0703
 DN0703                          SUPERSEDED SURVEY CONTROL
 DN0703
 DN0703  NGVD 29 (??/??/92)  221.295  (m)          726.03   (f) ADJ UNCH    2 0
 DN0703
 DN0703.Superseded values are not recommended for survey control.
 DN0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0703.See file dsdata.txt to determine how the superseded data were derived.
 DN0703
 DN0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB655658(NAD 83)
 DN0703_MARKER: DB = BENCH MARK DISK
 DN0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0703_STAMPING: S 945 1946
 DN0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0703+STABILITY: SURFACE MOTION
 DN0703
 DN0703  HISTORY     - Date     Condition        Report By
 DN0703  HISTORY     - 1946     MONUMENTED       CGS
 DN0703  HISTORY     - 1960     GOOD             NGS
 DN0703  HISTORY     - 1985     MARK NOT FOUND   NGS
 DN0703  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0703  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0703  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0703
 DN0703                          STATION DESCRIPTION
 DN0703
 DN0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0703'2.4 MI W FROM ARGYLE.
 DN0703'2.4 MILES WEST OF ARGYLE ALONG A COUNTY ROAD WHICH CROSSES THE TRACKS
 DN0703'AT THE SOUTH SIDE OF THE BUSINESS DISTRICT, IN THE NORTH RIGHT-OF-WAY
 DN0703'FENCE LINE, 28 YARDS EAST OF THE SOUTHEAST CORNER OF A FARMYARD, ABOUT
 DN0703'50 YARDS SOUTHEAST OF THE HOUSE AND ALONG THE SOUTH SIDE OF A SMALL
 DN0703'GARDEN AND ORCHARD.  A STANDARD DISK STAMPED S 945 1946 IN A CONCRETE
 DN0703'POST WHICH PROJECTS ABOUT 4 INCHES.
 DN0703
 DN0703                          STATION RECOVERY (1985)
 DN0703
 DN0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DN0703'MARK NOT FOUND.
 DN0703
 DN0703                          STATION RECOVERY (1995)
 DN0703
 DN0703'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0703'MARK NOT FOUND.
 DN0703
 DN0703                          STATION RECOVERY (1998)
 DN0703
 DN0703'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0703'MARK NOT FOUND.
 DN0703
 DN0703                          STATION RECOVERY (2005)
 DN0703
 DN0703'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0710 ***********************************************************************
 DN0710  DESIGNATION -  S 946
 DN0710  PID         -  DN0710
 DN0710  STATE/COUNTY-  TX/DENTON
 DN0710  USGS QUAD   -  ARGYLE (1973)
 DN0710
 DN0710                         *CURRENT SURVEY CONTROL
 DN0710  ___________________________________________________________________
 DN0710* NAD 83(1986)-  33 07 04.     (N)    097 07 50.     (W)     SCALED    
 DN0710* NAVD 88     -       183.548  (meters)     602.19   (feet)  ADJUSTED  
 DN0710  ___________________________________________________________________
 DN0710  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DN0710  DYNAMIC HT  -         183.338 (meters)     601.50  (feet)  COMP
 DN0710  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 DN0710
 DN0710  VERT ORDER  -  SECOND    CLASS 0
 DN0710
 DN0710.The horizontal coordinates were scaled from a topographic map and have
 DN0710.an estimated accuracy of +/- 6 seconds.
 DN0710
 DN0710.The orthometric height was determined by differential leveling
 DN0710.and adjusted by the National Geodetic Survey in June 1991..
 DN0710
 DN0710.The geoid height was determined by GEOID03.
 DN0710
 DN0710.The dynamic height is computed by dividing the NAVD 88
 DN0710.geopotential number by the normal gravity value computed on the
 DN0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0710.degrees latitude (g = 980.6199 gals.).
 DN0710
 DN0710.The modeled gravity was interpolated from observed gravity values.
 DN0710
 DN0710;                    North         East    Units  Estimated Accuracy
 DN0710;SPC TXNC     - 2,161,750.      727,790.      MT  (+/- 180 meters Scaled)
 DN0710
 DN0710                          SUPERSEDED SURVEY CONTROL
 DN0710
 DN0710  NGVD 29 (??/??/92)  183.531  (m)          602.13   (f) ADJ UNCH    2 0
 DN0710
 DN0710.Superseded values are not recommended for survey control.
 DN0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0710.See file dsdata.txt to determine how the superseded data were derived.
 DN0710
 DN0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB744658(NAD 83)
 DN0710_MARKER: DB = BENCH MARK DISK
 DN0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0710_STAMPING: S 946 1946
 DN0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0710+STABILITY: SURFACE MOTION
 DN0710
 DN0710  HISTORY     - Date     Condition        Report By
 DN0710  HISTORY     - 1946     MONUMENTED       CGS
 DN0710  HISTORY     - 1959     GOOD             NGS
 DN0710  HISTORY     - 19920907 GOOD             USPSQD
 DN0710  HISTORY     - 19950705 GOOD             USPSQD
 DN0710  HISTORY     - 19980214 GOOD             USPSQD
 DN0710  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0710
 DN0710                          STATION DESCRIPTION
 DN0710
 DN0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0710'3.3 MI E FROM ARGYLE.
 DN0710'3.3 MILES EAST FROM THE SITE OF THE OLD T. AND P. DEPOT IN ARGYLE,
 DN0710'ALONG HIGKORY HILL ROAD, IN THE NORTHEAST POINT OF THE INTERSECTION OF
 DN0710'THE ROAD WITH A NORTHSOUTH ROAD, IN AN OPEN MEADOW, THE SITE OF OLD
 DN0710'LANE SCHOOL NOW GONE, 32.5 FEET SOUTHWEST OF THE CENTER OF THE OLD
 DN0710'CHIMNEY BASE OF THE SCHOOLHOUSE, 76 FEET EAST OF THE CENTERLINE OF THE
 DN0710'NORTHSOUTH ROAD, 134 FEET NORTH OF THE CENTERLINE OF THE EASTWEST ROAD
 DN0710'AND ABOUT 75 YARDS NORTHEAST, ACROSS THE ROAD FROM A SMALL BRICK
 DN0710'HOUSE.  A STANDARD DISK STAMPED S 946 1946 IN A CONCRETE POST WHICH IS
 DN0710'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 68 FEET NORTHEAST OF A
 DN0710'POWER POLE.
 DN0710
 DN0710                          STATION RECOVERY (1992)
 DN0710
 DN0710'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0710'RECOVERED IN GOOD CONDITION.
 DN0710
 DN0710                          STATION RECOVERY (1995)
 DN0710
 DN0710'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0710'RECOVERED IN GOOD CONDITION.
 DN0710
 DN0710                          STATION RECOVERY (1998)
 DN0710
 DN0710'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0710'RECOVERED IN GOOD CONDITION.
 DN0710
 DN0710                          STATION RECOVERY (2005)
 DN0710
 DN0710'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0725 ***********************************************************************
 DN0725  DESIGNATION -  S 947
 DN0725  PID         -  DN0725
 DN0725  STATE/COUNTY-  TX/DENTON
 DN0725  USGS QUAD   -  ARGYLE (1973)
 DN0725
 DN0725                         *CURRENT SURVEY CONTROL
 DN0725  ___________________________________________________________________
 DN0725* NAD 83(1986)-  33 04 29.     (N)    097 07 53.     (W)     SCALED    
 DN0725* NAVD 88     -       197.511  (meters)     648.00   (feet)  ADJUSTED  
 DN0725  ___________________________________________________________________
 DN0725  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DN0725  DYNAMIC HT  -         197.283 (meters)     647.25  (feet)  COMP
 DN0725  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 DN0725
 DN0725  VERT ORDER  -  SECOND    CLASS 0
 DN0725
 DN0725.The horizontal coordinates were scaled from a topographic map and have
 DN0725.an estimated accuracy of +/- 6 seconds.
 DN0725
 DN0725.The orthometric height was determined by differential leveling
 DN0725.and adjusted by the National Geodetic Survey in June 1991..
 DN0725
 DN0725.The geoid height was determined by GEOID03.
 DN0725
 DN0725.The dynamic height is computed by dividing the NAVD 88
 DN0725.geopotential number by the normal gravity value computed on the
 DN0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0725.degrees latitude (g = 980.6199 gals.).
 DN0725
 DN0725.The modeled gravity was interpolated from observed gravity values.
 DN0725
 DN0725;                    North         East    Units  Estimated Accuracy
 DN0725;SPC TXNC     - 2,156,970.      727,770.      MT  (+/- 180 meters Scaled)
 DN0725
 DN0725                          SUPERSEDED SURVEY CONTROL
 DN0725
 DN0725  NGVD 29 (??/??/92)  197.492  (m)          647.94   (f) ADJ UNCH    2 0
 DN0725
 DN0725.Superseded values are not recommended for survey control.
 DN0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0725.See file dsdata.txt to determine how the superseded data were derived.
 DN0725
 DN0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB744611(NAD 83)
 DN0725_MARKER: DB = BENCH MARK DISK
 DN0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0725_STAMPING: S 947 1946
 DN0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0725+STABILITY: SURFACE MOTION
 DN0725
 DN0725  HISTORY     - Date     Condition        Report By
 DN0725  HISTORY     - 1946     MONUMENTED       CGS
 DN0725  HISTORY     - 1960     GOOD             NGS
 DN0725  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0725  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0725  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0725
 DN0725                          STATION DESCRIPTION
 DN0725
 DN0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0725'6.3 MI SE FROM ARGYLE.
 DN0725'TO REACH FROM ARGYLE.  GO EAST ON A BLACKTOP ROAD FROM THE OLD BANK
 DN0725'BUILDING 03.3 MILES TO A CROSS ROAD.  THEN TURN RIGHT AND GO SOUTH 3.0
 DN0725'MILES TO THE MARK AT THE RIGHT.  THIS IN 0.1 MILE NORTH OF THE STORE
 DN0725'AT BARTONVILLE.  IT IS 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE
 DN0725'OF F.M.ROAD NO. 407, 20 YARDS NORTH OF A GATE AND THE NORTHEAST CORNER
 DN0725'OF A AFARMYARD AND ABOUT 40 FEET WEST OF THE CENTERLINE OF THE
 DN0725'HIGHWAY.  A STANDARD DISK STAMPED S 947 1946 IN A CONCRETE POST WHICH
 DN0725'PROJECTS ABOUT 4 INCHES.
 DN0725
 DN0725                          STATION RECOVERY (1995)
 DN0725
 DN0725'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0725'MARK NOT FOUND.
 DN0725
 DN0725                          STATION RECOVERY (1998)
 DN0725
 DN0725'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0725'MARK NOT FOUND.
 DN0725
 DN0725                          STATION RECOVERY (2005)
 DN0725
 DN0725'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0317 ***********************************************************************
 DN0317  DESIGNATION -  S 948
 DN0317  PID         -  DN0317
 DN0317  STATE/COUNTY-  TX/DENTON
 DN0317  USGS QUAD   -  FRISCO (1981)
 DN0317
 DN0317                         *CURRENT SURVEY CONTROL
 DN0317  ___________________________________________________________________
 DN0317* NAD 83(1986)-  33 13 47.     (N)    096 51 07.     (W)     SCALED    
 DN0317* NAVD 88     -       181.506  (meters)     595.49   (feet)  ADJUSTED  
 DN0317  ___________________________________________________________________
 DN0317  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DN0317  DYNAMIC HT  -         181.308 (meters)     594.84  (feet)  COMP
 DN0317  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 DN0317
 DN0317  VERT ORDER  -  SECOND    CLASS 0
 DN0317
 DN0317.The horizontal coordinates were scaled from a topographic map and have
 DN0317.an estimated accuracy of +/- 6 seconds.
 DN0317
 DN0317.The orthometric height was determined by differential leveling
 DN0317.and adjusted by the National Geodetic Survey in June 1991..
 DN0317
 DN0317.The geoid height was determined by GEOID03.
 DN0317
 DN0317.The dynamic height is computed by dividing the NAVD 88
 DN0317.geopotential number by the normal gravity value computed on the
 DN0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0317.degrees latitude (g = 980.6199 gals.).
 DN0317
 DN0317.The modeled gravity was interpolated from observed gravity values.
 DN0317
 DN0317;                    North         East    Units  Estimated Accuracy
 DN0317;SPC TXNC     - 2,174,530.      753,590.      MT  (+/- 180 meters Scaled)
 DN0317
 DN0317                          SUPERSEDED SURVEY CONTROL
 DN0317
 DN0317  NGVD 29 (??/??/92)  181.515  (m)          595.52   (f) ADJ UNCH    2 0
 DN0317
 DN0317.Superseded values are not recommended for survey control.
 DN0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0317.See file dsdata.txt to determine how the superseded data were derived.
 DN0317
 DN0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB001788(NAD 83)
 DN0317_MARKER: DB = BENCH MARK DISK
 DN0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0317_STAMPING: S 948 1946
 DN0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0317+STABILITY: SURFACE MOTION
 DN0317
 DN0317  HISTORY     - Date     Condition        Report By
 DN0317  HISTORY     - 1946     MONUMENTED       CGS
 DN0317  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 DN0317  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 DN0317  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0317  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0317
 DN0317                          STATION DESCRIPTION
 DN0317
 DN0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0317'2.9 MI W FROM PROSPER.
 DN0317'ABOUT 0.2 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0317'RAILROAD FROM THE STATION AT PROSPER, THENCE WEST 2.7 MILES ALONG A
 DN0317'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 37.0 FEET NORTH OF AND
 DN0317'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 4.0 FEET WEST OF A
 DN0317'NORTH-SOUTH FENCE LINE, 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE AND
 DN0317'1.0 FOOT EAST OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED S 948
 DN0317'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 DN0317'GROUND.
 DN0317
 DN0317                          STATION RECOVERY (1985)
 DN0317
 DN0317'RECOVERY NOTE BY US POWER SQUADRON 1985
 DN0317'MARK NOT FOUND.
 DN0317
 DN0317                          STATION RECOVERY (1995)
 DN0317
 DN0317'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0317'MARK NOT FOUND.
 DN0317
 DN0317                          STATION RECOVERY (1998)
 DN0317
 DN0317'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0317'MARK NOT FOUND.
 DN0317
 DN0317                          STATION RECOVERY (2005)
 DN0317
 DN0317'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0691 ***********************************************************************
 DN0691  DESIGNATION -  S 949
 DN0691  PID         -  DN0691
 DN0691  STATE/COUNTY-  TX/DENTON
 DN0691  USGS QUAD   -  DENTON WEST (1960)
 DN0691
 DN0691                         *CURRENT SURVEY CONTROL
 DN0691  ___________________________________________________________________
 DN0691* NAD 83(1986)-  33 08 05.     (N)    097 10 38.     (W)     SCALED    
 DN0691* NAVD 88     -       193.967  (meters)     636.37   (feet)  ADJUSTED  
 DN0691  ___________________________________________________________________
 DN0691  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DN0691  DYNAMIC HT  -         193.744 (meters)     635.64  (feet)  COMP
 DN0691  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 DN0691
 DN0691  VERT ORDER  -  SECOND    CLASS 0
 DN0691
 DN0691.The horizontal coordinates were scaled from a topographic map and have
 DN0691.an estimated accuracy of +/- 6 seconds.
 DN0691
 DN0691.The orthometric height was determined by differential leveling
 DN0691.and adjusted by the National Geodetic Survey in June 1991..
 DN0691
 DN0691.The geoid height was determined by GEOID03.
 DN0691
 DN0691.The dynamic height is computed by dividing the NAVD 88
 DN0691.geopotential number by the normal gravity value computed on the
 DN0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0691.degrees latitude (g = 980.6199 gals.).
 DN0691
 DN0691.The modeled gravity was interpolated from observed gravity values.
 DN0691
 DN0691;                    North         East    Units  Estimated Accuracy
 DN0691;SPC TXNC     - 2,163,570.      723,410.      MT  (+/- 180 meters Scaled)
 DN0691
 DN0691                          SUPERSEDED SURVEY CONTROL
 DN0691
 DN0691  NGVD 29 (??/??/92)  193.945  (m)          636.30   (f) ADJ UNCH    2 0
 DN0691
 DN0691.Superseded values are not recommended for survey control.
 DN0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0691.See file dsdata.txt to determine how the superseded data were derived.
 DN0691
 DN0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB700677(NAD 83)
 DN0691_MARKER: DB = BENCH MARK DISK
 DN0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0691_SP_SET: CULVERT
 DN0691_STAMPING: S 949 1946
 DN0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0691+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0691
 DN0691  HISTORY     - Date     Condition        Report By
 DN0691  HISTORY     - 1946     MONUMENTED       CGS
 DN0691  HISTORY     - 1960     GOOD             NGS
 DN0691  HISTORY     - 1980     GOOD             NGS
 DN0691  HISTORY     - 19950630 GOOD             USPSQD
 DN0691  HISTORY     - 19980214 GOOD             USPSQD
 DN0691  HISTORY     - 20051031 GOOD             BOHAN
 DN0691
 DN0691                          STATION DESCRIPTION
 DN0691
 DN0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0691'1.0 MI N FROM ARGYLE.
 DN0691'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 377 FROM THE TEXAS AND PACIFIC
 DN0691'RAILWAY STATION AT ARGYLE, DENTON COUNTY, AT A 6- BY 10-FOOT CONCRETE
 DN0691'CULVERT, IN THE TOP OF THE NORTH END OF THE WEST HEADWALL, 24 FEET
 DN0691'WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 DN0691'STANDARD DISK, STAMPED S 949 1946.
 DN0691
 DN0691                          STATION RECOVERY (1980)
 DN0691
 DN0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0691'1.0 MILE NORTHEAST ALONG U.S.HIGHWAY 377 FROM FROM POST OFFICE IN
 DN0691'ARGYLE, AT A 6 X 10 FOOT CONCRETE CULVERT, IN THE TOP OF THE WEST
 DN0691'HEADWALL AT THE NORTH END. IT IS 24 FEET WEST OF THE CENTERLINE OF
 DN0691'THE HIGHWAY.
 DN0691
 DN0691                          STATION RECOVERY (1995)
 DN0691
 DN0691'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0691'RECOVERED IN GOOD CONDITION.
 DN0691
 DN0691                          STATION RECOVERY (1998)
 DN0691
 DN0691'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0691'RECOVERED IN GOOD CONDITION.
 DN0691
 DN0691                          STATION RECOVERY (2005)
 DN0691
 DN0691'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0955 ***********************************************************************
 CS0955  DESIGNATION -  S 950
 CS0955  PID         -  CS0955
 CS0955  STATE/COUNTY-  TX/NAVARRO
 CS0955  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0955
 CS0955                         *CURRENT SURVEY CONTROL
 CS0955  ___________________________________________________________________
 CS0955* NAD 83(1986)-  32 01 44.     (N)    096 38 26.     (W)     SCALED    
 CS0955* NAVD 88     -       151.377  (meters)     496.64   (feet)  ADJUSTED  
 CS0955  ___________________________________________________________________
 CS0955  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CS0955  DYNAMIC HT  -         151.200 (meters)     496.06  (feet)  COMP
 CS0955  MODELED GRAV-     979,468.2   (mgal)                       NAVD 88
 CS0955
 CS0955  VERT ORDER  -  SECOND    CLASS 0
 CS0955
 CS0955.The horizontal coordinates were scaled from a topographic map and have
 CS0955.an estimated accuracy of +/- 6 seconds.
 CS0955
 CS0955.The orthometric height was determined by differential leveling
 CS0955.and adjusted by the National Geodetic Survey in June 1991..
 CS0955
 CS0955.The geoid height was determined by GEOID03.
 CS0955
 CS0955.The dynamic height is computed by dividing the NAVD 88
 CS0955.geopotential number by the normal gravity value computed on the
 CS0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0955.degrees latitude (g = 980.6199 gals.).
 CS0955
 CS0955.The modeled gravity was interpolated from observed gravity values.
 CS0955
 CS0955;                    North         East    Units  Estimated Accuracy
 CS0955;SPC TXNC     - 2,041,720.      775,650.      MT  (+/- 180 meters Scaled)
 CS0955
 CS0955                          SUPERSEDED SURVEY CONTROL
 CS0955
 CS0955  NGVD 29 (??/??/92)  151.360  (m)          496.59   (f) ADJ UNCH    2 0
 CS0955
 CS0955.Superseded values are not recommended for survey control.
 CS0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0955.See file dsdata.txt to determine how the superseded data were derived.
 CS0955
 CS0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA228460(NAD 83)
 CS0955_MARKER: DB = BENCH MARK DISK
 CS0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0955_STAMPING: S-950 1946
 CS0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0955+STABILITY: SURFACE MOTION
 CS0955
 CS0955  HISTORY     - Date     Condition        Report By
 CS0955  HISTORY     - 1946     MONUMENTED       CGS
 CS0955  HISTORY     - 1965     GOOD             USGS
 CS0955
 CS0955                          STATION DESCRIPTION
 CS0955
 CS0955'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CS0955'2.4 MI E FROM DRESDEN.
 CS0955'TO REACH FROM DRESDEN, GO EAST ON FM. ROAD 744 FOR 2.4 MILES TO A
 CS0955'T-DRIVE RIGHT LEADING TO A LARGE STEEL BARN.  TURN RIGHT THRU DRIVE
 CS0955'AND GO 450 FT. TO A CURVE IN THE ROAD.  MARK IS 12 FT. EAST AND 22 FT.
 CS0955'SOUTH OF ROAD AT CURVE.  A BRONZE DISK STAMPED S-950, 1946 SET IN TOP
 CS0955'OF A CONCRETE POST PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0634 ***********************************************************************
 BZ0634  DESIGNATION -  S 951
 BZ0634  PID         -  BZ0634
 BZ0634  STATE/COUNTY-  TX/NAVARRO
 BZ0634  USGS QUAD   -  DAWSON (1978)
 BZ0634
 BZ0634                         *CURRENT SURVEY CONTROL
 BZ0634  ___________________________________________________________________
 BZ0634* NAD 83(1986)-  31 55 04.     (N)    096 43 42.     (W)     SCALED    
 BZ0634* NAVD 88     -       160.002  (meters)     524.94   (feet)  ADJUSTED  
 BZ0634  ___________________________________________________________________
 BZ0634  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BZ0634  DYNAMIC HT  -         159.812 (meters)     524.32  (feet)  COMP
 BZ0634  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 BZ0634
 BZ0634  VERT ORDER  -  SECOND    CLASS 0
 BZ0634
 BZ0634.The horizontal coordinates were scaled from a topographic map and have
 BZ0634.an estimated accuracy of +/- 6 seconds.
 BZ0634
 BZ0634.The orthometric height was determined by differential leveling
 BZ0634.and adjusted by the National Geodetic Survey in June 1991..
 BZ0634
 BZ0634.The geoid height was determined by GEOID03.
 BZ0634
 BZ0634.The dynamic height is computed by dividing the NAVD 88
 BZ0634.geopotential number by the normal gravity value computed on the
 BZ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0634.degrees latitude (g = 980.6199 gals.).
 BZ0634
 BZ0634.The modeled gravity was interpolated from observed gravity values.
 BZ0634
 BZ0634;                    North         East    Units  Estimated Accuracy
 BZ0634;SPC TXNC     - 2,029,260.      767,560.      MT  (+/- 180 meters Scaled)
 BZ0634
 BZ0634                          SUPERSEDED SURVEY CONTROL
 BZ0634
 BZ0634  NGVD 29 (??/??/92)  159.972  (m)          524.84   (f) ADJ UNCH    2 0
 BZ0634
 BZ0634.Superseded values are not recommended for survey control.
 BZ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0634.See file dsdata.txt to determine how the superseded data were derived.
 BZ0634
 BZ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA147335(NAD 83)
 BZ0634_MARKER: DB = BENCH MARK DISK
 BZ0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0634_STAMPING: S 951 1946
 BZ0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0634+STABILITY: SURFACE MOTION
 BZ0634
 BZ0634  HISTORY     - Date     Condition        Report By
 BZ0634  HISTORY     - 1946     MONUMENTED       CGS
 BZ0634
 BZ0634                          STATION DESCRIPTION
 BZ0634
 BZ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0634'1.9 MI N FROM DAWSON.
 BZ0634'TO REACH FROM THE HIGH SCHOOL BUILDING AT DAWSON GO EAST 0.2 MILE
 BZ0634'ALONG A GRAVELED STREET, THENCE NORTH 1.7 MILE ALONG A GRADED DIRT
 BZ0634'ROAD TO SITE OF MARK, BENCH MARK IS AT THE NORTHEAST CORNER OF A
 BZ0634'GARDEN, 31.5 FEET WEST OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER
 BZ0634'LINE OF THE ROAD, 74.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BZ0634'FARMHOUSE, 7.0 FEET SOUTH OF A FENCE CORNER AND 1.0 FOOT NORTH OF A 4
 BZ0634'X 4 IN. MARKER POST.  A BRONZE DISK STAMPED S 951 1946 SET IN THE TOP
 BZ0634'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0876 ***********************************************************************
 CS0876  DESIGNATION -  S 952
 CS0876  PID         -  CS0876
 CS0876  STATE/COUNTY-  TX/ELLIS
 CS0876  USGS QUAD   -  EMHOUSE (1978)
 CS0876
 CS0876                         *CURRENT SURVEY CONTROL
 CS0876  ___________________________________________________________________
 CS0876* NAD 83(1986)-  32 13 50.     (N)    096 35 49.     (W)     SCALED    
 CS0876* NAVD 88     -       116.650  (meters)     382.71   (feet)  ADJUSTED  
 CS0876  ___________________________________________________________________
 CS0876  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CS0876  DYNAMIC HT  -         116.515 (meters)     382.27  (feet)  COMP
 CS0876  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 CS0876
 CS0876  VERT ORDER  -  SECOND    CLASS 0
 CS0876
 CS0876.The horizontal coordinates were scaled from a topographic map and have
 CS0876.an estimated accuracy of +/- 6 seconds.
 CS0876
 CS0876.The orthometric height was determined by differential leveling
 CS0876.and adjusted by the National Geodetic Survey in June 1991..
 CS0876
 CS0876.The geoid height was determined by GEOID03.
 CS0876
 CS0876.The dynamic height is computed by dividing the NAVD 88
 CS0876.geopotential number by the normal gravity value computed on the
 CS0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0876.degrees latitude (g = 980.6199 gals.).
 CS0876
 CS0876.The modeled gravity was interpolated from observed gravity values.
 CS0876
 CS0876;                    North         East    Units  Estimated Accuracy
 CS0876;SPC TXNC     - 2,064,160.      779,360.      MT  (+/- 180 meters Scaled)
 CS0876
 CS0876                          SUPERSEDED SURVEY CONTROL
 CS0876
 CS0876  NGVD 29 (??/??/92)  116.646  (m)          382.70   (f) ADJ UNCH    2 0
 CS0876
 CS0876.Superseded values are not recommended for survey control.
 CS0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0876.See file dsdata.txt to determine how the superseded data were derived.
 CS0876
 CS0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA264685(NAD 83)
 CS0876_MARKER: DB = BENCH MARK DISK
 CS0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0876_STAMPING: S 952 1946
 CS0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0876+STABILITY: SURFACE MOTION
 CS0876
 CS0876  HISTORY     - Date     Condition        Report By
 CS0876  HISTORY     - 1946     MONUMENTED       CGS
 CS0876
 CS0876                          STATION DESCRIPTION
 CS0876
 CS0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0876'5.0 MI N FROM EMHOUSE.
 CS0876'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0876'EMHOUSE GO NORTHERLY 5.0 MILES ALONG A PAVED ROAD TO SITE OF MARK,
 CS0876'BENCH MARK IS AT THE SOUTHWEST CORNER OF A FARMHOUSE YARD, 42.0 FEET
 CS0876'EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD,
 CS0876'39.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 20.6 FEET
 CS0876'WEST OF A TWENTYFOUR INCH PECAN TREE, 1.0 FOOT NORTH OF A FENCE AND
 CS0876'1.0 FOOT WEST OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED S
 CS0876'952 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 CS0876'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0819 ***********************************************************************
 CS0819  DESIGNATION -  S 954
 CS0819  PID         -  CS0819
 CS0819  STATE/COUNTY-  TX/NAVARRO
 CS0819  USGS QUAD   -  EMHOUSE (1978)
 CS0819
 CS0819                         *CURRENT SURVEY CONTROL
 CS0819  ___________________________________________________________________
 CS0819* NAD 83(1986)-  32 09 34.     (N)    096 33 42.     (W)     SCALED    
 CS0819* NAVD 88     -       139.835  (meters)     458.78   (feet)  ADJUSTED  
 CS0819  ___________________________________________________________________
 CS0819  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CS0819  DYNAMIC HT  -         139.673 (meters)     458.24  (feet)  COMP
 CS0819  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 CS0819
 CS0819  VERT ORDER  -  SECOND    CLASS 0
 CS0819
 CS0819.The horizontal coordinates were scaled from a topographic map and have
 CS0819.an estimated accuracy of +/- 6 seconds.
 CS0819
 CS0819.The orthometric height was determined by differential leveling
 CS0819.and adjusted by the National Geodetic Survey in June 1991..
 CS0819
 CS0819.The geoid height was determined by GEOID03.
 CS0819
 CS0819.The dynamic height is computed by dividing the NAVD 88
 CS0819.geopotential number by the normal gravity value computed on the
 CS0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0819.degrees latitude (g = 980.6199 gals.).
 CS0819
 CS0819.The modeled gravity was interpolated from observed gravity values.
 CS0819
 CS0819;                    North         East    Units  Estimated Accuracy
 CS0819;SPC TXNC     - 2,056,330.      782,830.      MT  (+/- 180 meters Scaled)
 CS0819
 CS0819                          SUPERSEDED SURVEY CONTROL
 CS0819
 CS0819  NGVD 29 (??/??/92)  139.831  (m)          458.76   (f) ADJ UNCH    2 0
 CS0819
 CS0819.Superseded values are not recommended for survey control.
 CS0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0819.See file dsdata.txt to determine how the superseded data were derived.
 CS0819
 CS0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA299607(NAD 83)
 CS0819_MARKER: DB = BENCH MARK DISK
 CS0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0819_STAMPING: S 954 1946
 CS0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0819+STABILITY: SURFACE MOTION
 CS0819
 CS0819  HISTORY     - Date     Condition        Report By
 CS0819  HISTORY     - 1946     MONUMENTED       CGS
 CS0819  HISTORY     - 1961     GOOD             USGS
 CS0819
 CS0819                          STATION DESCRIPTION
 CS0819
 CS0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0819'0.9 MI SE FROM EMHOUSE.
 CS0819'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0819'EMHOUSE GO SOUTHEASTERLY 0.9 MILE ALONG A PAVED ROAD TO SITE OF MARK,
 CS0819'BENCH MARK IS AT THE SOUTHWEST CORNER OF A SMALL ORCHARD, 138.0 FEET
 CS0819'WEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 51.5 FEET NORTH OF AND
 CS0819'ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 28.0 FEET SOUTH
 CS0819'OF A REA POWER POLE, 2.0 FEET EAST OF A FENCE CORNER AND 1.0 FOOT WEST
 CS0819'OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED S 954 1946 SET IN
 CS0819'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND.
 CS0819
 CS0819                          STATION RECOVERY (1961)
 CS0819
 CS0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0795 ***********************************************************************
 CS0795  DESIGNATION -  S 956
 CS0795  PID         -  CS0795
 CS0795  STATE/COUNTY-  TX/ELLIS
 CS0795  USGS QUAD   -  PALMER (1978)
 CS0795
 CS0795                         *CURRENT SURVEY CONTROL
 CS0795  ___________________________________________________________________
 CS0795* NAD 83(1986)-  32 25 32.     (N)    096 39 50.     (W)     SCALED    
 CS0795* NAVD 88     -       139.587  (meters)     457.96   (feet)  ADJUSTED  
 CS0795  ___________________________________________________________________
 CS0795  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CS0795  DYNAMIC HT  -         139.425 (meters)     457.43  (feet)  COMP
 CS0795  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 CS0795
 CS0795  VERT ORDER  -  SECOND    CLASS 0
 CS0795
 CS0795.The horizontal coordinates were scaled from a topographic map and have
 CS0795.an estimated accuracy of +/- 6 seconds.
 CS0795
 CS0795.The orthometric height was determined by differential leveling
 CS0795.and adjusted by the National Geodetic Survey in June 1991..
 CS0795
 CS0795.The geoid height was determined by GEOID03.
 CS0795
 CS0795.The dynamic height is computed by dividing the NAVD 88
 CS0795.geopotential number by the normal gravity value computed on the
 CS0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0795.degrees latitude (g = 980.6199 gals.).
 CS0795
 CS0795.The modeled gravity was interpolated from observed gravity values.
 CS0795
 CS0795;                    North         East    Units  Estimated Accuracy
 CS0795;SPC TXNC     - 2,085,660.      772,670.      MT  (+/- 180 meters Scaled)
 CS0795
 CS0795                          SUPERSEDED SURVEY CONTROL
 CS0795
 CS0795  NGVD 29 (??/??/92)  139.588  (m)          457.96   (f) ADJ UNCH    2 0
 CS0795
 CS0795.Superseded values are not recommended for survey control.
 CS0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0795.See file dsdata.txt to determine how the superseded data were derived.
 CS0795
 CS0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA196900(NAD 83)
 CS0795_MARKER: DB = BENCH MARK DISK
 CS0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0795_STAMPING: S 956 1946
 CS0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0795+STABILITY: SURFACE MOTION
 CS0795
 CS0795  HISTORY     - Date     Condition        Report By
 CS0795  HISTORY     - 1946     MONUMENTED       CGS
 CS0795
 CS0795                          STATION DESCRIPTION
 CS0795
 CS0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0795'0.5 MI S FROM PALMER.
 CS0795'0.5 MILE SOUTH ALONG U. S. HIGHWAY NO. 75 FROM THE TEXAS AND NEW
 CS0795'ORLEANS RAILROAD STATION AT PALMER, TEXAS.  62.4 FEET SOUTH OF AND
 CS0795'ABOUT LEVEL WITH THE CENTER LINE OF U. S. HIGHWAY NO. 75.  4.0 FEET
 CS0795'NORTHEAST OF THE CORNER FENCE POST OF A PASTURE FENCE.  2.0 FEET SOUTH
 CS0795'OF THE RIGHT-OF-WAY FENCE LINE.  2.0 FEET NORTH OF A 4X4 INCH WHITE
 CS0795'PAINTED REFERENCE POST WITH THE LEGEND U.S.B.M.  BRONZE DISK SET IN
 CS0795'TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 0.5 FOOT. STAMPED, S
 CS0795'956 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0788 ***********************************************************************
 CS0788  DESIGNATION -  S 957
 CS0788  PID         -  CS0788
 CS0788  STATE/COUNTY-  TX/ELLIS
 CS0788  USGS QUAD   -  PALMER (1978)
 CS0788
 CS0788                         *CURRENT SURVEY CONTROL
 CS0788  ___________________________________________________________________
 CS0788* NAD 83(1986)-  32 29 44.     (N)    096 43 36.     (W)     SCALED    
 CS0788* NAVD 88     -       141.238  (meters)     463.38   (feet)  ADJUSTED  
 CS0788  ___________________________________________________________________
 CS0788  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CS0788  DYNAMIC HT  -         141.074 (meters)     462.84  (feet)  COMP
 CS0788  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 CS0788
 CS0788  VERT ORDER  -  SECOND    CLASS 0
 CS0788
 CS0788.The horizontal coordinates were scaled from a topographic map and have
 CS0788.an estimated accuracy of +/- 6 seconds.
 CS0788
 CS0788.The orthometric height was determined by differential leveling
 CS0788.and adjusted by the National Geodetic Survey in June 1991..
 CS0788
 CS0788.The geoid height was determined by GEOID03.
 CS0788
 CS0788.The dynamic height is computed by dividing the NAVD 88
 CS0788.geopotential number by the normal gravity value computed on the
 CS0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0788.degrees latitude (g = 980.6199 gals.).
 CS0788
 CS0788.The modeled gravity was interpolated from observed gravity values.
 CS0788
 CS0788;                    North         East    Units  Estimated Accuracy
 CS0788;SPC TXNC     - 2,093,320.      766,640.      MT  (+/- 180 meters Scaled)
 CS0788
 CS0788                          SUPERSEDED SURVEY CONTROL
 CS0788
 CS0788  NGVD 29 (??/??/92)  141.242  (m)          463.39   (f) ADJ UNCH    2 0
 CS0788
 CS0788.Superseded values are not recommended for survey control.
 CS0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0788.See file dsdata.txt to determine how the superseded data were derived.
 CS0788
 CS0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA135976(NAD 83)
 CS0788_MARKER: DB = BENCH MARK DISK
 CS0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0788_SP_SET: ABUTMENT
 CS0788_STAMPING: S 957 1946
 CS0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0788
 CS0788  HISTORY     - Date     Condition        Report By
 CS0788  HISTORY     - 1946     MONUMENTED       CGS
 CS0788  HISTORY     - 1956     GOOD             NGS
 CS0788
 CS0788                          STATION DESCRIPTION
 CS0788
 CS0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0788'5.9 MI SE FROM RED OAK.
 CS0788'TO REACH MARK FROM THE TEXAS ELECTRIC RAILROAD STATION AT RED OAK GO
 CS0788'SOUTHWESTERLY 0.3 MILES ALONG THE RAILROAD, THENCE SOUTHERLY 0.6 MILES
 CS0788'ALONG A GRAVEL SURFACED ROAD, THENCE EASTERLY 3.0 MILES, THENCE
 CS0788'SOUTHEAST 0.7 MILES, THENCE NORTHEAST 0.7 MILES, THENCE SOUTHEAST 0.6
 CS0788'MILES TO SITE OF MARK.  BENCH MARK IS IN THE TOP OF THE SOUTHWEST
 CS0788'ABUTMENT OF A 60 FOOT CONCRETE BRIDGE, ABOUT 0.1 MILE SOUTH OF A
 CS0788'SCHOOL HOUSE, 10.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE
 CS0788'ROAD.  A BRONZE DISC STAMPED S 957 1946 AND SET IN CONCRETE.
 CS0788
 CS0788                          STATION RECOVERY (1956)
 CS0788
 CS0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0789 ***********************************************************************
 CS0789  DESIGNATION -  S 957 RESET 1956
 CS0789  PID         -  CS0789
 CS0789  STATE/COUNTY-  TX/ELLIS
 CS0789  USGS QUAD   -  PALMER (1978)
 CS0789
 CS0789                         *CURRENT SURVEY CONTROL
 CS0789  ___________________________________________________________________
 CS0789* NAD 83(1986)-  32 29 43.     (N)    096 43 35.     (W)     SCALED    
 CS0789* NAVD 88     -       141.06   (+/-2cm)     462.8    (feet)  VERTCON   
 CS0789  ___________________________________________________________________
 CS0789  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CS0789
 CS0789  VERT ORDER  -  THIRD (See Below)
 CS0789
 CS0789.The horizontal coordinates were scaled from a topographic map and have
 CS0789.an estimated accuracy of +/- 6 seconds.
 CS0789
 CS0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0789.The vertical order pertains to the NGVD 29 superseded value.
 CS0789
 CS0789.The geoid height was determined by GEOID03.
 CS0789
 CS0789;                    North         East    Units  Estimated Accuracy
 CS0789;SPC TXNC     - 2,093,290.      766,670.      MT  (+/- 180 meters Scaled)
 CS0789
 CS0789                          SUPERSEDED SURVEY CONTROL
 CS0789
 CS0789  NGVD 29 (01/29/03)  141.07   (m)          462.8    (f) RESET       3  
 CS0789
 CS0789.Superseded values are not recommended for survey control.
 CS0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0789.See file dsdata.txt to determine how the superseded data were derived.
 CS0789
 CS0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA136976(NAD 83)
 CS0789_MARKER: DB = BENCH MARK DISK
 CS0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0789_STAMPING: S 957 RESET 1956
 CS0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0789+STABILITY: SURFACE MOTION
 CS0789
 CS0789  HISTORY     - Date     Condition        Report By
 CS0789  HISTORY     - 1956     MONUMENTED       CGS
 CS0789
 CS0789                          STATION DESCRIPTION
 CS0789
 CS0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS0789'03.3 MI NE FROM ROCKETT.
 CS0789'TO REACH FROM ROCKETT AT THE CONCRETE BRIDGE AND THE GENERAL STORE, GO
 CS0789'NORTHEAST ON STATE ROAD NO.813, 0.6 MILE TO THE JUNCTION WITH STATE
 CS0789'ROAD NO.983.  TURN LEFT AND GO NORTH AND NORTHEAST ON NO.983, 02.7
 CS0789'MILES TO THE BRIDGE AND THE MARK ON THE RIGHT.  A STANDARD DISK
 CS0789'STAMPED S 957 RESET 1956 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES,
 CS0789'ABOUT 4 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE AND A GATE
 CS0789'POST AND ABOUT 100 FEET SOUTHEAST OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0221 ***********************************************************************
 CS0221  DESIGNATION -  S 959
 CS0221  PID         -  CS0221
 CS0221  STATE/COUNTY-  TX/KAUFMAN
 CS0221  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0221
 CS0221                         *CURRENT SURVEY CONTROL
 CS0221  ___________________________________________________________________
 CS0221* NAD 83(1986)-  32 38 17.     (N)    096 28 02.     (W)     SCALED    
 CS0221* NAVD 88     -       127.902  (meters)     419.63   (feet)  ADJUSTED  
 CS0221  ___________________________________________________________________
 CS0221  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0221  DYNAMIC HT  -         127.760 (meters)     419.16  (feet)  COMP
 CS0221  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 CS0221
 CS0221  VERT ORDER  -  SECOND    CLASS 0
 CS0221
 CS0221.The horizontal coordinates were scaled from a topographic map and have
 CS0221.an estimated accuracy of +/- 6 seconds.
 CS0221
 CS0221.The orthometric height was determined by differential leveling
 CS0221.and adjusted by the National Geodetic Survey in June 1991..
 CS0221
 CS0221.The geoid height was determined by GEOID03.
 CS0221
 CS0221.The dynamic height is computed by dividing the NAVD 88
 CS0221.geopotential number by the normal gravity value computed on the
 CS0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0221.degrees latitude (g = 980.6199 gals.).
 CS0221
 CS0221.The modeled gravity was interpolated from observed gravity values.
 CS0221
 CS0221;                    North         East    Units  Estimated Accuracy
 CS0221;SPC TXNC     - 2,109,560.      790,710.      MT  (+/- 180 meters Scaled)
 CS0221
 CS0221                          SUPERSEDED SURVEY CONTROL
 CS0221
 CS0221  NGVD 29 (??/??/92)  127.913  (m)          419.66   (f) ADJ UNCH    2 0
 CS0221
 CS0221.Superseded values are not recommended for survey control.
 CS0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0221.See file dsdata.txt to determine how the superseded data were derived.
 CS0221
 CS0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB375139(NAD 83)
 CS0221_MARKER: DB = BENCH MARK DISK
 CS0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0221_STAMPING: S 959 1946
 CS0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0221+STABILITY: SURFACE MOTION
 CS0221
 CS0221  HISTORY     - Date     Condition        Report By
 CS0221  HISTORY     - 1946     MONUMENTED       CGS
 CS0221
 CS0221                          STATION DESCRIPTION
 CS0221
 CS0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0221'0.9 MI NW FROM CRANDALL.
 CS0221'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0221'CRANDALL, GO NORTHWEST 0.9 MILE ALONG A GRAVEL ROAD TO THE SITE OF THE
 CS0221'MARK.  THE BENCH MARK IS IN THE EAST CORNER OF A CHURCH YARD, 60.2
 CS0221'FEET EAST OF THE EAST CORNER OF THE CHURCH, 53.4 FEET NORTH OF A 24
 CS0221'INCH CORRUGATED IRON CULVERT, 52 FEET WEST OF AND 5 FEET LOWER THAN
 CS0221'THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A WHITE 4X4 MARKER POST.
 CS0221'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 CS0221'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0834 ***********************************************************************
 CR0834  DESIGNATION -  S 96 RESET 1958
 CR0834  PID         -  CR0834
 CR0834  STATE/COUNTY-  TX/RAINS
 CR0834  USGS QUAD   -  EMORY SOUTH (1980)
 CR0834
 CR0834                         *CURRENT SURVEY CONTROL
 CR0834  ___________________________________________________________________
 CR0834* NAD 83(1986)-  32 51 54.     (N)    095 45 06.     (W)     SCALED    
 CR0834* NAVD 88     -       146.122  (meters)     479.40   (feet)  ADJUSTED  
 CR0834  ___________________________________________________________________
 CR0834  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CR0834  DYNAMIC HT  -         145.959 (meters)     478.87  (feet)  COMP
 CR0834  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 CR0834
 CR0834  VERT ORDER  -  FIRST     CLASS II
 CR0834
 CR0834.The horizontal coordinates were scaled from a topographic map and have
 CR0834.an estimated accuracy of +/- 6 seconds.
 CR0834
 CR0834.The orthometric height was determined by differential leveling
 CR0834.and adjusted by the National Geodetic Survey in June 1991..
 CR0834
 CR0834.The geoid height was determined by GEOID03.
 CR0834
 CR0834.The dynamic height is computed by dividing the NAVD 88
 CR0834.geopotential number by the normal gravity value computed on the
 CR0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0834.degrees latitude (g = 980.6199 gals.).
 CR0834
 CR0834.The modeled gravity was interpolated from observed gravity values.
 CR0834
 CR0834;                    North         East    Units  Estimated Accuracy
 CR0834;SPC TXNC     - 2,136,250.      857,170.      MT  (+/- 180 meters Scaled)
 CR0834
 CR0834                          SUPERSEDED SURVEY CONTROL
 CR0834
 CR0834  NGVD 29 (??/??/92)  146.139  (m)          479.46   (f) ADJ UNCH    1 2
 CR0834
 CR0834.Superseded values are not recommended for survey control.
 CR0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0834.See file dsdata.txt to determine how the superseded data were derived.
 CR0834
 CR0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS425396(NAD 83)
 CR0834_MARKER: DB = BENCH MARK DISK
 CR0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0834_STAMPING: S 96 RESET 1958
 CR0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0834+STABILITY: SURFACE MOTION
 CR0834
 CR0834  HISTORY     - Date     Condition        Report By
 CR0834  HISTORY     - 1958     MONUMENTED       CGS
 CR0834  HISTORY     - 1959     GOOD             NGS
 CR0834  HISTORY     - 19950807 GOOD             USPSQD
 CR0834
 CR0834                          STATION DESCRIPTION
 CR0834
 CR0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0834'1.15 MI SE FROM EMORY.
 CR0834'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 CR0834'COURTHOUSE AT EMORY, THENCE ABOUT 1.05 MILES SOUTHEAST ALONG U. S.
 CR0834'HIGHWAY 69, SOUTHWEST AND ACROSS THE HIGHWAY FROM A WHITE HOUSE, 67
 CR0834'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET NORTHWEST OF
 CR0834'THE CENTER LINE OF A GATE, 7 FEET SOUTHWEST OF A FENCE, 1.0 FOOT
 CR0834'SOUTHWEST OF A METAL WITNESS POST, 1 FOOT NORTHEAST OF A FENCE, AND IN
 CR0834'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CR0834
 CR0834                          STATION RECOVERY (1995)
 CR0834
 CR0834'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0244 ***********************************************************************
 CS0244  DESIGNATION -  S 960
 CS0244  PID         -  CS0244
 CS0244  STATE/COUNTY-  TX/KAUFMAN
 CS0244  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0244
 CS0244                         *CURRENT SURVEY CONTROL
 CS0244  ___________________________________________________________________
 CS0244* NAD 83(1986)-  32 39 27.     (N)    096 25 06.     (W)     SCALED    
 CS0244* NAVD 88     -       135.648  (meters)     445.04   (feet)  ADJUSTED  
 CS0244  ___________________________________________________________________
 CS0244  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0244  DYNAMIC HT  -         135.498 (meters)     444.55  (feet)  COMP
 CS0244  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CS0244
 CS0244  VERT ORDER  -  SECOND    CLASS 0
 CS0244
 CS0244.The horizontal coordinates were scaled from a topographic map and have
 CS0244.an estimated accuracy of +/- 6 seconds.
 CS0244
 CS0244.The orthometric height was determined by differential leveling
 CS0244.and adjusted by the National Geodetic Survey in June 1991..
 CS0244
 CS0244.The geoid height was determined by GEOID03.
 CS0244
 CS0244.The dynamic height is computed by dividing the NAVD 88
 CS0244.geopotential number by the normal gravity value computed on the
 CS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0244.degrees latitude (g = 980.6199 gals.).
 CS0244
 CS0244.The modeled gravity was interpolated from observed gravity values.
 CS0244
 CS0244;                    North         East    Units  Estimated Accuracy
 CS0244;SPC TXNC     - 2,111,810.      795,250.      MT  (+/- 180 meters Scaled)
 CS0244
 CS0244                          SUPERSEDED SURVEY CONTROL
 CS0244
 CS0244  NGVD 29 (??/??/92)  135.656  (m)          445.06   (f) ADJ UNCH    2 0
 CS0244
 CS0244.Superseded values are not recommended for survey control.
 CS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0244.See file dsdata.txt to determine how the superseded data were derived.
 CS0244
 CS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB421162(NAD 83)
 CS0244_MARKER: DB = BENCH MARK DISK
 CS0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0244_STAMPING: S 960 1946
 CS0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0244+STABILITY: SURFACE MOTION
 CS0244
 CS0244  HISTORY     - Date     Condition        Report By
 CS0244  HISTORY     - 1946     MONUMENTED       CGS
 CS0244
 CS0244                          STATION DESCRIPTION
 CS0244
 CS0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0244'3.1 MI NE FROM CRANDALL.
 CS0244'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0244'CRANDALL, GO EAST ABOUT 0.4 MILES ALONG U.S. HIGHWAY NO. 175, THENCE
 CS0244'NORTHEAST 2.7 MILES ALONG AN UNIMPROVED ROAD TO THE SITE OF THE MARK.
 CS0244'BENCH MARK IS AT A ROAD JUNCTION, 55 FEET SOUTHEAST OF AND LEVEL WITH
 CS0244'THE CENTER OF THE JUNCTION, 18 FEET SOUTHEAST OF AN R.E.A. POWER LINE
 CS0244'POLE, 1 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISC STAMPED S
 CS0244'960 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 CS0244'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1445 ***********************************************************************
 CS1445  DESIGNATION -  S 961
 CS1445  PID         -  CS1445
 CS1445  STATE/COUNTY-  TX/DALLAS
 CS1445  USGS QUAD   -  HUTCHINS (1973)
 CS1445
 CS1445                         *CURRENT SURVEY CONTROL
 CS1445  ___________________________________________________________________
 CS1445* NAD 83(1986)-  32 43 32.     (N)    096 42 19.     (W)     SCALED    
 CS1445* NAVD 88     -       136.343  (meters)     447.32   (feet)  ADJUSTED  
 CS1445  ___________________________________________________________________
 CS1445  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CS1445  DYNAMIC HT  -         136.188 (meters)     446.81  (feet)  COMP
 CS1445  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 CS1445
 CS1445  VERT ORDER  -  SECOND    CLASS 0
 CS1445
 CS1445.The horizontal coordinates were scaled from a topographic map and have
 CS1445.an estimated accuracy of +/- 6 seconds.
 CS1445
 CS1445.The orthometric height was determined by differential leveling
 CS1445.and adjusted by the National Geodetic Survey in June 1991..
 CS1445
 CS1445.The geoid height was determined by GEOID03.
 CS1445
 CS1445.The dynamic height is computed by dividing the NAVD 88
 CS1445.geopotential number by the normal gravity value computed on the
 CS1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1445.degrees latitude (g = 980.6199 gals.).
 CS1445
 CS1445.The modeled gravity was interpolated from observed gravity values.
 CS1445
 CS1445;                    North         East    Units  Estimated Accuracy
 CS1445;SPC TXNC     - 2,118,860.      768,210.      MT  (+/- 180 meters Scaled)
 CS1445
 CS1445                          SUPERSEDED SURVEY CONTROL
 CS1445
 CS1445  NGVD 29 (??/??/92)  136.358  (m)          447.37   (f) ADJ UNCH    2 0
 CS1445
 CS1445.Superseded values are not recommended for survey control.
 CS1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1445.See file dsdata.txt to determine how the superseded data were derived.
 CS1445
 CS1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB150231(NAD 83)
 CS1445_MARKER: DB = BENCH MARK DISK
 CS1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1445_STAMPING: S 961 1946
 CS1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1445+STABILITY: SURFACE MOTION
 CS1445
 CS1445  HISTORY     - Date     Condition        Report By
 CS1445  HISTORY     - 1946     MONUMENTED       CGS
 CS1445  HISTORY     - 1947     GOOD             NGS
 CS1445  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1445
 CS1445                          STATION DESCRIPTION
 CS1445
 CS1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1445'5.0 MI NW FROM RYLIE.
 CS1445'TO REACH FROM THE H.S. CHERRY JR. SCHOOL AT RYLIE GO NORTHWEST 4.8
 CS1445'MILES ALONG U.S. HIGHWAY NO. 175, THENCE SOUTH 0.2 MILE ALONG A
 CS1445'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT THE SECOND AVENUE
 CS1445'AIRPORT, 134.0 FEET EAST OF THE EAST BUILDING LINE OF THE HANGAR, 11.8
 CS1445'FEET SOUTH OF THE NORTH BUILDING LINE OF THE HANGAR AND 52.6 FEET
 CS1445'NORTHEAST OF A WATER PUMP.  A BRONZE BENCH MARK DISK SET IN THE TOP OF
 CS1445'A CONCRETE POST FLUSH WITH THE GROUND.
 CS1445
 CS1445                          STATION RECOVERY (1958)
 CS1445
 CS1445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0257 ***********************************************************************
 AY0257  DESIGNATION -  S 962
 AY0257  PID         -  AY0257
 AY0257  STATE/COUNTY-  TX/BEXAR
 AY0257  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0257
 AY0257                         *CURRENT SURVEY CONTROL
 AY0257  ___________________________________________________________________
 AY0257* NAD 83(1993)-  29 28 00.44284(N)    098 28 49.34623(W)     ADJUSTED  
 AY0257* NAVD 88     -       247.599  (meters)     812.33   (feet)  ADJUSTED  
 AY0257  ___________________________________________________________________
 AY0257  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY0257  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY0257  DYNAMIC HT  -         247.240 (meters)     811.15  (feet)  COMP
 AY0257  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AY0257
 AY0257  HORZ ORDER  -  SECOND
 AY0257  VERT ORDER  -  FIRST     CLASS II
 AY0257
 AY0257.The horizontal coordinates were established by classical geodetic methods
 AY0257.and adjusted by the National Geodetic Survey in February 1996..
 AY0257
 AY0257.The orthometric height was determined by differential leveling
 AY0257.and adjusted by the National Geodetic Survey in June 1991..
 AY0257
 AY0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0257
 AY0257.The geoid height was determined by GEOID03.
 AY0257
 AY0257.The dynamic height is computed by dividing the NAVD 88
 AY0257.geopotential number by the normal gravity value computed on the
 AY0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0257.degrees latitude (g = 980.6199 gals.).
 AY0257
 AY0257.The modeled gravity was interpolated from observed gravity values.
 AY0257
 AY0257;                    North         East     Units Scale Factor Converg.
 AY0257;SPC TXSC     - 4,181,142.147   650,395.713   MT  0.99986588   +0 15 16.5
 AY0257;SPC TXSC     -13,717,630.53  2,133,839.94   sFT  0.99986588   +0 15 16.5
 AY0257;UTM  14      - 3,259,816.104   550,382.837   MT  0.99963132   +0 15 20.2
 AY0257
 AY0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0257!SPC TXSC     -   0.99996511  x   0.99986588  =   0.99983099
 AY0257!UTM  14      -   0.99996511  x   0.99963132  =   0.99959644
 AY0257
 AY0257                          SUPERSEDED SURVEY CONTROL
 AY0257
 AY0257  NAD 83(1986)-  29 28 00.44774(N)    098 28 49.32858(W) AD(       ) 2
 AY0257  NAD 27      -  29 27 59.61400(N)    098 28 48.26700(W) AD(       ) 2
 AY0257  NGVD 29 (??/??/92)  247.477  (m)          811.93   (f) ADJ UNCH    1 2
 AY0257
 AY0257.Superseded values are not recommended for survey control.
 AY0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0257.See file dsdata.txt to determine how the superseded data were derived.
 AY0257
 AY0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5038359816(NAD 83)
 AY0257_MARKER: DB = BENCH MARK DISK
 AY0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0257_SP_SET: FOUNDATION
 AY0257_STAMPING: S 962 1946
 AY0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0257
 AY0257  HISTORY     - Date     Condition        Report By
 AY0257  HISTORY     - 1946     MONUMENTED       CGS
 AY0257  HISTORY     - 1946     GOOD             CGS
 AY0257  HISTORY     - 19950524 GOOD             USPSQD
 AY0257
 AY0257                          STATION DESCRIPTION
 AY0257
 AY0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0257'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE CENTER
 AY0257'OF SAN ANTONIO JUST NORTH OF HILDEBRAND AVENUE AND INSIDE A
 AY0257'FENCED AREA ENCLOSING THE HILDEBRAND MUNICIPAL WATER TANK
 AY0257'AND A PUBLIC SERVICE RADIO MAST.
 AY0257'
 AY0257'BENCH MARK S 962, A STANDARD U.S.C. AND G.S. BENCH MARK
 AY0257'DISK SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 AY0257'SLAB DIRECTLY UNDER THE WATER TANK, AND STAMPED S 962 1946.
 AY0257
 AY0257                          STATION RECOVERY (1946)
 AY0257
 AY0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 AY0257'IN SAN ANTONIO.
 AY0257'AT SAN ANTONIO, ALONG HILDEBRAND AVENUE, ABOUT 0.1 MILE WEST OF THE
 AY0257'JUNCTION OF DEVINE ROAD, AT A LARGE CITY WATER TOWER, ABOUT 90.0 FEET
 AY0257'NORTH OF HILDEBRAND AVENUE, SET IN THE TOP OF THE SOUTHEAST CORNER OF
 AY0257'THE CONCRETE FOUNDATION UNDERNEATH THE TANK, 1.5 FEET ABOVE THE
 AY0257'GROUND.
 AY0257
 AY0257                          STATION RECOVERY (1995)
 AY0257
 AY0257'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0729 ***********************************************************************
 AY0729  DESIGNATION -  S 963
 AY0729  PID         -  AY0729
 AY0729  STATE/COUNTY-  TX/BEXAR
 AY0729  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0729
 AY0729                         *CURRENT SURVEY CONTROL
 AY0729  ___________________________________________________________________
 AY0729* NAD 83(1986)-  29 24 30.     (N)    098 32 35.     (W)     SCALED    
 AY0729* NAVD 88     -       206.136  (meters)     676.30   (feet)  POSTED    
 AY0729  ___________________________________________________________________
 AY0729  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AY0729  DYNAMIC HT  -         205.840 (meters)     675.33  (feet)  COMP
 AY0729  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 AY0729
 AY0729  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0729
 AY0729.The horizontal coordinates were scaled from a topographic map and have
 AY0729.an estimated accuracy of +/- 6 seconds.
 AY0729
 AY0729.The orthometric height was determined by differential leveling
 AY0729.and adjusted by the National Geodetic Survey in 1992..
 AY0729.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0729.rate of 2.1 thru 3.0 mm/km.
 AY0729
 AY0729.The geoid height was determined by GEOID03.
 AY0729
 AY0729.The dynamic height is computed by dividing the NAVD 88
 AY0729.geopotential number by the normal gravity value computed on the
 AY0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0729.degrees latitude (g = 980.6199 gals.).
 AY0729
 AY0729.The modeled gravity was interpolated from observed gravity values.
 AY0729
 AY0729;                    North         East    Units  Estimated Accuracy
 AY0729;SPC TXSC     - 4,174,640.      644,340.      MT  (+/- 180 meters Scaled)
 AY0729
 AY0729                          SUPERSEDED SURVEY CONTROL
 AY0729
 AY0729  NGVD 29 (??/??/92)  206.017  (m)          675.91   (f) ADJ UNCH    1 2
 AY0729
 AY0729.Superseded values are not recommended for survey control.
 AY0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0729.See file dsdata.txt to determine how the superseded data were derived.
 AY0729
 AY0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT443533(NAD 83)
 AY0729_MARKER: DB = BENCH MARK DISK
 AY0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0729_STAMPING: S 963 1946
 AY0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0729+STABILITY: SURFACE MOTION
 AY0729
 AY0729  HISTORY     - Date     Condition        Report By
 AY0729  HISTORY     - 1946     MONUMENTED       CGS
 AY0729  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY0729
 AY0729                          STATION DESCRIPTION
 AY0729
 AY0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0729'IN SAN ANTONIO.
 AY0729'AT SAN ANTONIO, AT THE NORTHWEST CORNER OF THE INTERSECTION OF CERALVO
 AY0729'AND BARCLAY STREETS, 20.2 FEET NORTH OF THE CENTERLINE OF CERALVO
 AY0729'STREET, 20.9 FEET WEST OF THE CENTERLINE OF BARCLAY STREET, 9.0 FEET
 AY0729'WEST OF A POWER POLE, 6.1 FEET SOUTH OF BENCH MARK M 962 (CSA), SET IN
 AY0729'THE TOP OF CEMENT POURED INTO A 4-FOOT LONG CONCRETE PIPE WHICH
 AY0729'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AY0729
 AY0729                          STATION RECOVERY (1995)
 AY0729
 AY0729'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0504 ***********************************************************************
 CR0504  DESIGNATION -  S 964
 CR0504  PID         -  CR0504
 CR0504  STATE/COUNTY-  TX/VAN ZANDT
 CR0504  USGS QUAD   -  CHANDLER (1973)
 CR0504
 CR0504                         *CURRENT SURVEY CONTROL
 CR0504  ___________________________________________________________________
 CR0504* NAD 83(1986)-  32 21 41.     (N)    095 28 01.     (W)     SCALED    
 CR0504* NAVD 88     -       114.565  (meters)     375.87   (feet)  ADJUSTED  
 CR0504  ___________________________________________________________________
 CR0504  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CR0504  DYNAMIC HT  -         114.432 (meters)     375.43  (feet)  COMP
 CR0504  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 CR0504
 CR0504  VERT ORDER  -  SECOND    CLASS 0
 CR0504
 CR0504.The horizontal coordinates were scaled from a topographic map and have
 CR0504.an estimated accuracy of +/- 6 seconds.
 CR0504
 CR0504.The orthometric height was determined by differential leveling
 CR0504.and adjusted by the National Geodetic Survey in June 1991..
 CR0504
 CR0504.The geoid height was determined by GEOID03.
 CR0504
 CR0504.The dynamic height is computed by dividing the NAVD 88
 CR0504.geopotential number by the normal gravity value computed on the
 CR0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0504.degrees latitude (g = 980.6199 gals.).
 CR0504
 CR0504.The modeled gravity was interpolated from observed gravity values.
 CR0504
 CR0504;                    North         East    Units  Estimated Accuracy
 CR0504;SPC TXNC     - 2,081,160.      885,420.      MT  (+/- 180 meters Scaled)
 CR0504
 CR0504                          SUPERSEDED SURVEY CONTROL
 CR0504
 CR0504  NGVD 29 (??/??/92)  114.592  (m)          375.96   (f) ADJ UNCH    2 0
 CR0504
 CR0504.Superseded values are not recommended for survey control.
 CR0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0504.See file dsdata.txt to determine how the superseded data were derived.
 CR0504
 CR0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR678831(NAD 83)
 CR0504_MARKER: DB = BENCH MARK DISK
 CR0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0504_STAMPING: S 964 1948
 CR0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0504+STABILITY: SURFACE MOTION
 CR0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR0504+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0504
 CR0504  HISTORY     - Date     Condition        Report By
 CR0504  HISTORY     - 1948     MONUMENTED       CGS
 CR0504  HISTORY     - 19950911 GOOD             USPSQD
 CR0504  HISTORY     - 20040605 GOOD             USPSQD
 CR0504
 CR0504                          STATION DESCRIPTION
 CR0504
 CR0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0504'8.2 MI W FROM TYLER.
 CR0504'8.2 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF STATE
 CR0504'HIGHWAY 31 AT THE WEST EDGE OF TYLER, 0.8 MILE WEST OF THE WEST END OF
 CR0504'THE NECHES RIVER BRIDGE, 166.1 FEET NORTHWEST OF THE NORTHWEST CORNER
 CR0504'OF A FARMHOUSE, 90.9 FEET SOUTHEAST OF THE EAST END OF THE SOUTH
 CR0504'HEADWALL OF A 12-FOOT CONCRETE CULVERT, 50.5 FEET SOUTH OF THE CENTER
 CR0504'LINE OF THE HIGHWAY, 28.0 FEET WEST OF THE CENTER LINE OF A DRIVE
 CR0504'LEADING TO THE FARMHOUSE, 5.8 FEET WEST OF A FENCE CORNER, 3.8 FEET
 CR0504'EAST OF A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF
 CR0504'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0504
 CR0504                          STATION RECOVERY (1995)
 CR0504
 CR0504'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0504'RECOVERED IN GOOD CONDITION.
 CR0504
 CR0504                          STATION RECOVERY (2004)
 CR0504
 CR0504'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0504'DRIVEWAY MEASUREMENT NO LONGER APPLIES.  DRIVEWAY HAS BEEN RELOCATED
 CR0504'TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0951 ***********************************************************************
 CR0951  DESIGNATION -  S 965
 CR0951  PID         -  CR0951
 CR0951  STATE/COUNTY-  TX/VAN ZANDT
 CR0951  USGS QUAD   -  CANTON (1981)
 CR0951
 CR0951                         *CURRENT SURVEY CONTROL
 CR0951  ___________________________________________________________________
 CR0951* NAD 83(1986)-  32 31 47.     (N)    095 49 25.     (W)     SCALED    
 CR0951* NAVD 88     -       167.809  (meters)     550.55   (feet)  ADJUSTED  
 CR0951  ___________________________________________________________________
 CR0951  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CR0951  DYNAMIC HT  -         167.616 (meters)     549.92  (feet)  COMP
 CR0951  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CR0951
 CR0951  VERT ORDER  -  SECOND    CLASS 0
 CR0951
 CR0951.The horizontal coordinates were scaled from a topographic map and have
 CR0951.an estimated accuracy of +/- 6 seconds.
 CR0951
 CR0951.The orthometric height was determined by differential leveling
 CR0951.and adjusted by the National Geodetic Survey in June 1991..
 CR0951
 CR0951.The geoid height was determined by GEOID03.
 CR0951
 CR0951.The dynamic height is computed by dividing the NAVD 88
 CR0951.geopotential number by the normal gravity value computed on the
 CR0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0951.degrees latitude (g = 980.6199 gals.).
 CR0951
 CR0951.The modeled gravity was interpolated from observed gravity values.
 CR0951
 CR0951;                    North         East    Units  Estimated Accuracy
 CR0951;SPC TXNC     - 2,098,910.      851,390.      MT  (+/- 180 meters Scaled)
 CR0951
 CR0951                          SUPERSEDED SURVEY CONTROL
 CR0951
 CR0951  NGVD 29 (??/??/92)  167.821  (m)          550.59   (f) ADJ UNCH    2 0
 CR0951
 CR0951.Superseded values are not recommended for survey control.
 CR0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0951.See file dsdata.txt to determine how the superseded data were derived.
 CR0951
 CR0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS347026(NAD 83)
 CR0951_MARKER: DB = BENCH MARK DISK
 CR0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0951_STAMPING: S 965 1948
 CR0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0951+STABILITY: SURFACE MOTION
 CR0951
 CR0951  HISTORY     - Date     Condition        Report By
 CR0951  HISTORY     - 1948     MONUMENTED       CGS
 CR0951  HISTORY     - 1962     MARK NOT FOUND   USGS
 CR0951  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 CR0951
 CR0951                          STATION DESCRIPTION
 CR0951
 CR0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0951'3.0 MI SE FROM CANTON.
 CR0951'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 CR0951'CANTON, 150 YARDS (PACED) NORTHWEST OF A CONCRETE CULVERT, 70 YARDS
 CR0951'(PACED) SOUTHEAST OF THE CREST OF A RISE, 106.6 FEET NORTHEAST OF AN
 CR0951'OAK TREE WITH FOUR 12-INCH TRUNKS, 60.7 FEET SOUTHWEST OF AND 4.0 FEET
 CR0951'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 57.1 FEET NORTHWEST OF A
 CR0951'POWER POLE, 2.9 FEET NORTHWEST OF A REFERENCE POST, 1.3 FEET NORTHEAST
 CR0951'OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CR0951'ABOVE THE GROUND.
 CR0951
 CR0951                          STATION RECOVERY (1962)
 CR0951
 CR0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR0951'MARK NOT FOUND.
 CR0951
 CR0951                          STATION RECOVERY (1995)
 CR0951
 CR0951'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0896 ***********************************************************************
 BL0896  DESIGNATION -  S 966
 BL0896  PID         -  BL0896
 BL0896  STATE/COUNTY-  TX/TRINITY
 BL0896  USGS QUAD   -  TRINITY EAST (1972)
 BL0896
 BL0896                         *CURRENT SURVEY CONTROL
 BL0896  ___________________________________________________________________
 BL0896* NAD 83(1986)-  30 57 52.     (N)    095 20 23.     (W)     SCALED    
 BL0896* NAVD 88     -        48.56   (+/-2cm)     159.3    (feet)  VERTCON   
 BL0896  ___________________________________________________________________
 BL0896  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL0896
 BL0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0896
 BL0896.The horizontal coordinates were scaled from a topographic map and have
 BL0896.an estimated accuracy of +/- 6 seconds.
 BL0896
 BL0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0896.The vertical order pertains to the NGVD 29 superseded value.
 BL0896
 BL0896.The geoid height was determined by GEOID03.
 BL0896
 BL0896;                    North         East    Units  Estimated Accuracy
 BL0896;SPC TX C     - 3,154,570.    1,176,870.      MT  (+/- 180 meters Scaled)
 BL0896
 BL0896                          SUPERSEDED SURVEY CONTROL
 BL0896
 BL0896  NGVD 29 (??/??/92)   48.567  (m)          159.34   (f) ADJ UNCH    2 0
 BL0896
 BL0896.Superseded values are not recommended for survey control.
 BL0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0896.See file dsdata.txt to determine how the superseded data were derived.
 BL0896
 BL0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ765280(NAD 83)
 BL0896_MARKER: DB = BENCH MARK DISK
 BL0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0896_STAMPING: S 966 1948
 BL0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0896+STABILITY: SURFACE MOTION
 BL0896
 BL0896  HISTORY     - Date     Condition        Report By
 BL0896  HISTORY     - 1948     MONUMENTED       CGS
 BL0896  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL0896  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0896
 BL0896                          STATION DESCRIPTION
 BL0896
 BL0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0896'2.35 MI NE FROM TRINITY.
 BL0896'2.35 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE MISSOURI PACIFIC
 BL0896'RAILWAY STATION AT TRINITY, 0.5 MILE SOUTHWEST OF WHITE ROCK CREEK,
 BL0896'74.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43.0 FEET
 BL0896'SOUTHEAST OF A POINT IN LINE WITH A ROW OF POWER POLES, 39.0 FEET
 BL0896'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHWEST, 24.0
 BL0896'FEET SOUTHWEST OF A 15-INCH OAK TREE THAT LEANS EAST, 2.5 FEET
 BL0896'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0896'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- HWY PAVING DONE IN AREA.
 BL0896
 BL0896                          STATION RECOVERY (1960)
 BL0896
 BL0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0896'MARK NOT FOUND.
 BL0896
 BL0896                          STATION RECOVERY (1996)
 BL0896
 BL0896'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0760 ***********************************************************************
 CS0760  DESIGNATION -  S 967
 CS0760  PID         -  CS0760
 CS0760  STATE/COUNTY-  TX/ELLIS
 CS0760  USGS QUAD   -  ENNIS WEST (1978)
 CS0760
 CS0760                         *CURRENT SURVEY CONTROL
 CS0760  ___________________________________________________________________
 CS0760* NAD 83(1986)-  32 22 03.     (N)    096 40 09.     (W)     SCALED    
 CS0760* NAVD 88     -       156.211  (meters)     512.50   (feet)  ADJUSTED  
 CS0760  ___________________________________________________________________
 CS0760  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CS0760  DYNAMIC HT  -         156.030 (meters)     511.91  (feet)  COMP
 CS0760  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CS0760
 CS0760  VERT ORDER  -  SECOND    CLASS 0
 CS0760
 CS0760.The horizontal coordinates were scaled from a topographic map and have
 CS0760.an estimated accuracy of +/- 6 seconds.
 CS0760
 CS0760.The orthometric height was determined by differential leveling
 CS0760.and adjusted by the National Geodetic Survey in June 1991..
 CS0760
 CS0760.The geoid height was determined by GEOID03.
 CS0760
 CS0760.The dynamic height is computed by dividing the NAVD 88
 CS0760.geopotential number by the normal gravity value computed on the
 CS0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0760.degrees latitude (g = 980.6199 gals.).
 CS0760
 CS0760.The modeled gravity was interpolated from observed gravity values.
 CS0760
 CS0760;                    North         East    Units  Estimated Accuracy
 CS0760;SPC TXNC     - 2,079,220.      772,290.      MT  (+/- 180 meters Scaled)
 CS0760
 CS0760                          SUPERSEDED SURVEY CONTROL
 CS0760
 CS0760  NGVD 29 (??/??/92)  156.213  (m)          512.51   (f) ADJ UNCH    2 0
 CS0760
 CS0760.Superseded values are not recommended for survey control.
 CS0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0760.See file dsdata.txt to determine how the superseded data were derived.
 CS0760
 CS0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA193835(NAD 83)
 CS0760_MARKER: DB = BENCH MARK DISK
 CS0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0760_STAMPING: S 967 1946
 CS0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0760+STABILITY: SURFACE MOTION
 CS0760
 CS0760  HISTORY     - Date     Condition        Report By
 CS0760  HISTORY     - 1946     MONUMENTED       CGS
 CS0760  HISTORY     - 1966     GOOD             NGS
 CS0760  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0760
 CS0760                          STATION DESCRIPTION
 CS0760
 CS0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0760'1.0 MI W FROM GARRETT.
 CS0760'1.0 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE BRICK
 CS0760'SCHOOL HOUSE AT GARRETT, ELLIS COUNTY, 2 POLES WEST OF A SHORT FILL,
 CS0760'17 FEET WEST OF MILEPOST 1, 25.6 FEET NORTH OF THE CENTER LINE OF THE
 CS0760'TRACK, 15.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 27 FEET SOUTHEAST OF
 CS0760'A T-FENCE, 5 FEET SOUTH OF A ROW OF POLES, 2 FEET EAST OF A WHITE
 CS0760'WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A
 CS0760'STANDARD DISK, STAMPED S 967 1946 AND SET IN THE TOP OF A CONCRETE
 CS0760'POST PROJECTING 2 INCHES ABOVE GROUND.
 CS0760
 CS0760                          STATION RECOVERY (2002)
 CS0760
 CS0760'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1532 ***********************************************************************
 BY1532  DESIGNATION -  S 968
 BY1532  PID         -  BY1532
 BY1532  STATE/COUNTY-  TX/TRINITY
 BY1532  USGS QUAD   -  KENNARD (1951)
 BY1532
 BY1532                         *CURRENT SURVEY CONTROL
 BY1532  ___________________________________________________________________
 BY1532* NAD 83(1986)-  31 15 11.     (N)    095 09 12.     (W)     SCALED    
 BY1532* NAVD 88     -       100.25   (+/-2cm)     328.9    (feet)  VERTCON   
 BY1532  ___________________________________________________________________
 BY1532  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY1532
 BY1532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1532
 BY1532.The horizontal coordinates were scaled from a topographic map and have
 BY1532.an estimated accuracy of +/- 6 seconds.
 BY1532
 BY1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1532.The vertical order pertains to the NGVD 29 superseded value.
 BY1532
 BY1532.The geoid height was determined by GEOID03.
 BY1532
 BY1532;                    North         East    Units  Estimated Accuracy
 BY1532;SPC TX C     - 3,187,340.    1,193,170.      MT  (+/- 180 meters Scaled)
 BY1532
 BY1532                          SUPERSEDED SURVEY CONTROL
 BY1532
 BY1532  NGVD 29 (??/??/92)  100.266  (m)          328.96   (f) ADJ UNCH    2 0
 BY1532
 BY1532.Superseded values are not recommended for survey control.
 BY1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1532.See file dsdata.txt to determine how the superseded data were derived.
 BY1532
 BY1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ949596(NAD 83)
 BY1532_MARKER: DB = BENCH MARK DISK
 BY1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1532_STAMPING: S 968 1948
 BY1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1532+STABILITY: SURFACE MOTION
 BY1532
 BY1532  HISTORY     - Date     Condition        Report By
 BY1532  HISTORY     - 1948     MONUMENTED       CGS
 BY1532
 BY1532                          STATION DESCRIPTION
 BY1532
 BY1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1532'8.25 MI N FROM PENNINGTON.
 BY1532'2.5 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1532'PENNINGTON, THENCE 5.75 MILES NORTH ALONG A GRADED DIRT ROAD, 81 YARDS
 BY1532'(PACED) NORTH OF A 12-FOOT WOODEN BRIDGE, 61.5 FEET SOUTH OF THE
 BY1532'SOUTHWEST CORNER OF A SMALL WOODEN CULVERT, 20.6 FEET WEST OF THE
 BY1532'CENTER LINE OF THE ROAD, 41.0 FEET NORTH OF THE CREST OF A RISE, 1.5
 BY1532'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1532'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0129 ***********************************************************************
 DN0129  DESIGNATION -  S 97
 DN0129  PID         -  DN0129
 DN0129  STATE/COUNTY-  TX/FANNIN
 DN0129  USGS QUAD   -  TRENTON (1964)
 DN0129
 DN0129                         *CURRENT SURVEY CONTROL
 DN0129  ___________________________________________________________________
 DN0129* NAD 83(1986)-  33 27 15.     (N)    096 21 57.     (W)     SCALED    
 DN0129* NAVD 88     -       231.032  (meters)     757.98   (feet)  ADJUSTED  
 DN0129  ___________________________________________________________________
 DN0129  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DN0129  DYNAMIC HT  -         230.784 (meters)     757.16  (feet)  COMP
 DN0129  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DN0129
 DN0129  VERT ORDER  -  FIRST     CLASS II
 DN0129
 DN0129.The horizontal coordinates were scaled from a topographic map and have
 DN0129.an estimated accuracy of +/- 6 seconds.
 DN0129
 DN0129.The orthometric height was determined by differential leveling
 DN0129.and adjusted by the National Geodetic Survey in June 1991..
 DN0129
 DN0129.The geoid height was determined by GEOID03.
 DN0129
 DN0129.The dynamic height is computed by dividing the NAVD 88
 DN0129.geopotential number by the normal gravity value computed on the
 DN0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0129.degrees latitude (g = 980.6199 gals.).
 DN0129
 DN0129.The modeled gravity was interpolated from observed gravity values.
 DN0129
 DN0129;                    North         East    Units  Estimated Accuracy
 DN0129;SPC TXNC     - 2,200,230.      798,380.      MT  (+/- 180 meters Scaled)
 DN0129
 DN0129                          SUPERSEDED SURVEY CONTROL
 DN0129
 DN0129  NGVD 29 (??/??/92)  231.007  (m)          757.90   (f) ADJ UNCH    1 2
 DN0129
 DN0129.Superseded values are not recommended for survey control.
 DN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0129.See file dsdata.txt to determine how the superseded data were derived.
 DN0129
 DN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC448047(NAD 83)
 DN0129_MARKER: DB = BENCH MARK DISK
 DN0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0129_SP_SET: CULVERT
 DN0129_STAMPING: 757.895 S 97 1933
 DN0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0129
 DN0129  HISTORY     - Date     Condition        Report By
 DN0129  HISTORY     - 1933     MONUMENTED       CGS
 DN0129  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0129  HISTORY     - 19940405 MARK NOT FOUND   USPSQD
 DN0129
 DN0129                          STATION DESCRIPTION
 DN0129
 DN0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0129'2.2 MI N FROM TRENTON.
 DN0129'2.2 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0129'TRENTON, FANNIN COUNTY, 500 FEET NORTH OF MILEPOST 686, AT A CULVERT,
 DN0129'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL, AND 15 FEET
 DN0129'WEST OF THE TRACK.  A STANDARD DISK, STAMPED 757.895 S 97 1933.
 DN0129
 DN0129                          STATION RECOVERY (1986)
 DN0129
 DN0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0129'MARK NOT FOUND.
 DN0129
 DN0129                          STATION RECOVERY (1994)
 DN0129
 DN0129'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1391 ***********************************************************************
 CS1391  DESIGNATION -  S 970
 CS1391  PID         -  CS1391
 CS1391  STATE/COUNTY-  TX/DALLAS
 CS1391  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1391
 CS1391                         *CURRENT SURVEY CONTROL
 CS1391  ___________________________________________________________________
 CS1391* NAD 83(1986)-  32 49 55.     (N)    096 38 08.     (W)     SCALED    
 CS1391* NAVD 88     -       170.708  (meters)     560.06   (feet)  ADJUSTED  
 CS1391  ___________________________________________________________________
 CS1391  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CS1391  DYNAMIC HT  -         170.518 (meters)     559.44  (feet)  COMP
 CS1391  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CS1391
 CS1391  VERT ORDER  -  SECOND    CLASS 0
 CS1391
 CS1391.The horizontal coordinates were scaled from a topographic map and have
 CS1391.an estimated accuracy of +/- 6 seconds.
 CS1391
 CS1391.The orthometric height was determined by differential leveling
 CS1391.and adjusted by the National Geodetic Survey in June 1991..
 CS1391
 CS1391.The geoid height was determined by GEOID03.
 CS1391
 CS1391.The dynamic height is computed by dividing the NAVD 88
 CS1391.geopotential number by the normal gravity value computed on the
 CS1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1391.degrees latitude (g = 980.6199 gals.).
 CS1391
 CS1391.The modeled gravity was interpolated from observed gravity values.
 CS1391
 CS1391;                    North         East    Units  Estimated Accuracy
 CS1391;SPC TXNC     - 2,130,770.      774,540.      MT  (+/- 180 meters Scaled)
 CS1391
 CS1391                          SUPERSEDED SURVEY CONTROL
 CS1391
 CS1391  NGVD 29 (??/??/92)  170.720  (m)          560.10   (f) ADJ UNCH    2 0
 CS1391
 CS1391.Superseded values are not recommended for survey control.
 CS1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1391.See file dsdata.txt to determine how the superseded data were derived.
 CS1391
 CS1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB213351(NAD 83)
 CS1391_MARKER: DB = BENCH MARK DISK
 CS1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1391_STAMPING: S 970 1946
 CS1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1391+STABILITY: SURFACE MOTION
 CS1391
 CS1391  HISTORY     - Date     Condition        Report By
 CS1391  HISTORY     - 1946     MONUMENTED       CGS
 CS1391  HISTORY     - 1958     GOOD             NGS
 CS1391  HISTORY     - 19910628 MARK NOT FOUND   USPSQD
 CS1391
 CS1391                          STATION DESCRIPTION
 CS1391
 CS1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1391'3.1 MI SW FROM ROSE HILL.
 CS1391'IT IS 3.1 MILES SOUTHWEST ALONG OATES DRIVE FROM THE INTERSECTION WITH
 CS1391'ROSE HILL IN ROSE HILL, 0.1 MILE SOUTHWEST FROM THE INTERSECTION OF
 CS1391'OATES DRIVE AND BARNES BRIDGE ROAD, 1 FOOT SOUTHEAST OF THE SOUTHEAST
 CS1391'RIGHT-OF-WAY FENCE ALONG OATES DRIVE, ABOUT 18 FEET NORTHEAST OF A
 CS1391'PASTURE FENCE CORNER AND ON THE NORTH SIDE OF AN OLD VACANT FARMYARD
 CS1391'AREA, AND NORTH EAST OF A WIRE GATE.  A STANDARD DISK STAMPED S 970
 CS1391'1946 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 CS1391
 CS1391                          STATION RECOVERY (1991)
 CS1391
 CS1391'RECOVERY NOTE BY US POWER SQUADRON 1991 (CES)
 CS1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0090 ***********************************************************************
 CS0090  DESIGNATION -  S 971
 CS0090  PID         -  CS0090
 CS0090  STATE/COUNTY-  TX/KAUFMAN
 CS0090  USGS QUAD   -  FORNEY NORTH (1973)
 CS0090
 CS0090                         *CURRENT SURVEY CONTROL
 CS0090  ___________________________________________________________________
 CS0090* NAD 83(1986)-  32 48 53.     (N)    096 29 21.     (W)     SCALED    
 CS0090* NAVD 88     -       139.104  (meters)     456.38   (feet)  ADJUSTED  
 CS0090  ___________________________________________________________________
 CS0090  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0090  DYNAMIC HT  -         138.951 (meters)     455.88  (feet)  COMP
 CS0090  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 CS0090
 CS0090  VERT ORDER  -  SECOND    CLASS 0
 CS0090
 CS0090.The horizontal coordinates were scaled from a topographic map and have
 CS0090.an estimated accuracy of +/- 6 seconds.
 CS0090
 CS0090.The orthometric height was determined by differential leveling
 CS0090.and adjusted by the National Geodetic Survey in June 1991..
 CS0090
 CS0090.The geoid height was determined by GEOID03.
 CS0090
 CS0090.The dynamic height is computed by dividing the NAVD 88
 CS0090.geopotential number by the normal gravity value computed on the
 CS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0090.degrees latitude (g = 980.6199 gals.).
 CS0090
 CS0090.The modeled gravity was interpolated from observed gravity values.
 CS0090
 CS0090;                    North         East    Units  Estimated Accuracy
 CS0090;SPC TXNC     - 2,129,110.      788,280.      MT  (+/- 180 meters Scaled)
 CS0090
 CS0090                          SUPERSEDED SURVEY CONTROL
 CS0090
 CS0090  NGVD 29 (??/??/92)  139.121  (m)          456.43   (f) ADJ UNCH    2 0
 CS0090
 CS0090.Superseded values are not recommended for survey control.
 CS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0090.See file dsdata.txt to determine how the superseded data were derived.
 CS0090
 CS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB350335(NAD 83)
 CS0090_MARKER: DB = BENCH MARK DISK
 CS0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0090_STAMPING: S 971 1946
 CS0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0090+STABILITY: SURFACE MOTION
 CS0090
 CS0090  HISTORY     - Date     Condition        Report By
 CS0090  HISTORY     - 1946     MONUMENTED       CGS
 CS0090  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 CS0090
 CS0090                          STATION DESCRIPTION
 CS0090
 CS0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0090'6.2 MI NW FROM FORNEY.
 CS0090'6.2 MILES NORTHWEST OF FORNEY, KAUFMAN COUNTY.  THIS BENCH MARK MAY BE
 CS0090'REACHED FROM THE TEXAS AND PACIFIC RAILWAY STATION BY GOING 0.1 MILE
 CS0090'NORTH ALONG AN ASPHALT STREET, THENCE 0.4 MILE WEST ALONG U.S. HIGHWAY
 CS0090'80, AND THENCE 5.7 MILES NORTHWEST ALONG ASPHALT ROADS.  IT IS AT THE
 CS0090'NORTHEAST CORNER OF A BARNYARD, 56 FEET NORTHEAST OF THE NORTHEAST
 CS0090'CORNER OF THE BARN, 37 FEET WEST OF THE CENTERLINE OF THE ROAD, 11
 CS0090'FEET WEST OF THE FENCE CORNER, 1 FOOT NORTH OF THE FENCE, 1 FOOT EAST
 CS0090'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 CS0090'DISK, STAMPED S 971 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS0090'PROJECTING 1 INCH ABOVE GROUND.
 CS0090
 CS0090                          STATION RECOVERY (1967)
 CS0090
 CS0090'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 CS0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1710 ***********************************************************************
 BL1710  DESIGNATION -  S 972 RESET 1955
 BL1710  PID         -  BL1710
 BL1710  STATE/COUNTY-  TX/MADISON
 BL1710  USGS QUAD   -  MADISONVILLE (1963)
 BL1710
 BL1710                         *CURRENT SURVEY CONTROL
 BL1710  ___________________________________________________________________
 BL1710* NAD 83(1986)-  30 58 22.     (N)    095 59 12.     (W)     SCALED    
 BL1710* NAVD 88     -        88.74   (+/-2cm)     291.1    (feet)  VERTCON   
 BL1710  ___________________________________________________________________
 BL1710  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BL1710
 BL1710  VERT ORDER  -  THIRD (See Below)
 BL1710
 BL1710.The horizontal coordinates were scaled from a topographic map and have
 BL1710.an estimated accuracy of +/- 6 seconds.
 BL1710
 BL1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1710.The vertical order pertains to the NGVD 29 superseded value.
 BL1710
 BL1710.The geoid height was determined by GEOID03.
 BL1710
 BL1710;                    North         East    Units  Estimated Accuracy
 BL1710;SPC TX C     - 3,152,900.    1,115,090.      MT  (+/- 180 meters Scaled)
 BL1710
 BL1710                          SUPERSEDED SURVEY CONTROL
 BL1710
 BL1710  NGVD 29 (??/??/??)   88.72   (m)          291.1    (f) RESET       3  
 BL1710
 BL1710.Superseded values are not recommended for survey control.
 BL1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1710.See file dsdata.txt to determine how the superseded data were derived.
 BL1710
 BL1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ147304(NAD 83)
 BL1710_MARKER: DB = BENCH MARK DISK
 BL1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1710_STAMPING: S 972 RESET 1955
 BL1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1710+STABILITY: SURFACE MOTION
 BL1710
 BL1710  HISTORY     - Date     Condition        Report By
 BL1710  HISTORY     - 1955     MONUMENTED       CGS
 BL1710  HISTORY     - 1962     GOOD             USGS
 BL1710  HISTORY     - 19960601 GOOD             USPSQD
 BL1710
 BL1710                          STATION DESCRIPTION
 BL1710
 BL1710'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BL1710'4.9 MI NW FROM MADISONVILLE.
 BL1710'MADISONVILLE, COURTHOUSE, 0.3 MI. W. OF ALONG U. S. HWY. NO. 190,
 BL1710'THENCE 4.6 MI. W.N.W. ALONG FARM ROAD NO. 978 TO JCT. WITH FARM ROAD
 BL1710'NO. 2289.  270 FT. N. OF CROSS ROADS, 76 FT. W. OF CENTER LINE OF N.S.
 BL1710'ROAD, AND 14 FT. N. OF PVT. DRIVE.  U.S.C. AND G.S. STD. TAB. SET IN
 BL1710'CONC. POST FLUSH WITH GRND.  STAMPED S 972 RESET 1955.
 BL1710
 BL1710                          STATION RECOVERY (1996)
 BL1710
 BL1710'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1364 ***********************************************************************
 BL1364  DESIGNATION -  S 973
 BL1364  PID         -  BL1364
 BL1364  STATE/COUNTY-  TX/SAN JACINTO
 BL1364  USGS QUAD   -  BEAR CREEK (1976)
 BL1364
 BL1364                         *CURRENT SURVEY CONTROL
 BL1364  ___________________________________________________________________
 BL1364* NAD 83(1986)-  30 25 04.     (N)    095 12 28.     (W)     SCALED    
 BL1364* NAVD 88     -        71.06   (+/-2cm)     233.1    (feet)  VERTCON   
 BL1364  ___________________________________________________________________
 BL1364  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL1364
 BL1364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1364
 BL1364.The horizontal coordinates were scaled from a topographic map and have
 BL1364.an estimated accuracy of +/- 6 seconds.
 BL1364
 BL1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1364.The vertical order pertains to the NGVD 29 superseded value.
 BL1364
 BL1364.The geoid height was determined by GEOID03.
 BL1364
 BL1364;                    North         East    Units  Estimated Accuracy
 BL1364;SPC TX C     - 3,094,610.    1,192,250.      MT  (+/- 180 meters Scaled)
 BL1364
 BL1364                          SUPERSEDED SURVEY CONTROL
 BL1364
 BL1364  NGVD 29 (??/??/92)   71.067  (m)          233.16   (f) ADJ UNCH    2 0
 BL1364
 BL1364.Superseded values are not recommended for survey control.
 BL1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1364.See file dsdata.txt to determine how the superseded data were derived.
 BL1364
 BL1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP879671(NAD 83)
 BL1364_MARKER: DB = BENCH MARK DISK
 BL1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1364_STAMPING: S 973 1947
 BL1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1364+STABILITY: SURFACE MOTION
 BL1364
 BL1364  HISTORY     - Date     Condition        Report By
 BL1364  HISTORY     - 1947     MONUMENTED       CGS
 BL1364
 BL1364                          STATION DESCRIPTION
 BL1364
 BL1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1364'9.8 MI NW FROM FOSTORIA.
 BL1364'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1364'FOSTORIA, THENCE 7.6 MILES NORTH ALONG A DIRT ROAD, AT THE
 BL1364'INTERSECTION OF TWO DIRT ROADS, APPROXIMATELY 56.0 FEET EAST OF THE
 BL1364'CENTER LINE OF THE NORTH-SOUTH ROAD, 46.1 FEET EAST OF A 14-INCH GUM
 BL1364'TREE, 25.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1364'EAST-WEST ROAD, 10.6 FEET SOUTHWEST OF AN 8-INCH GUM TREE, 1.8 FEET
 BL1364'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL1364'PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1112 ***********************************************************************
 BL1112  DESIGNATION -  S 974
 BL1112  PID         -  BL1112
 BL1112  STATE/COUNTY-  TX/SAN JACINTO
 BL1112  USGS QUAD   -  CAMILLA (1997)
 BL1112
 BL1112                         *CURRENT SURVEY CONTROL
 BL1112  ___________________________________________________________________
 BL1112* NAD 83(1986)-  30 34 31.     (N)    095 07 03.     (W)     SCALED    
 BL1112* NAVD 88     -       103.31   (+/-2cm)     338.9    (feet)  VERTCON   
 BL1112  ___________________________________________________________________
 BL1112  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1112
 BL1112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1112
 BL1112.The horizontal coordinates were scaled from a topographic map and have
 BL1112.an estimated accuracy of +/- 6 seconds.
 BL1112
 BL1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1112.The vertical order pertains to the NGVD 29 superseded value.
 BL1112
 BL1112.The geoid height was determined by GEOID03.
 BL1112
 BL1112;                    North         East    Units  Estimated Accuracy
 BL1112;SPC TX C     - 3,112,450.    1,200,100.      MT  (+/- 180 meters Scaled)
 BL1112
 BL1112                          SUPERSEDED SURVEY CONTROL
 BL1112
 BL1112  NGVD 29 (??/??/92)  103.319  (m)          338.97   (f) ADJ UNCH    2 0
 BL1112
 BL1112.Superseded values are not recommended for survey control.
 BL1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1112.See file dsdata.txt to determine how the superseded data were derived.
 BL1112
 BL1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP969844(NAD 83)
 BL1112_MARKER: DB = BENCH MARK DISK
 BL1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1112_STAMPING: S 974 1947
 BL1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1112+STABILITY: SURFACE MOTION
 BL1112
 BL1112  HISTORY     - Date     Condition        Report By
 BL1112  HISTORY     - 1947     MONUMENTED       CGS
 BL1112
 BL1112                          STATION DESCRIPTION
 BL1112
 BL1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1112'1.4 MI SE FROM COLDSPRING.
 BL1112'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1112'COLDSPRING, 52 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE,
 BL1112'103.5 FEET NORTHWEST OF A 16 INCH OAK TREE, 50.0 FEET SOUTHWEST OF AND
 BL1112'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 33.0 FEET WEST OF THE
 BL1112'EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 5.2 FEET NORTHWEST OF A
 BL1112'TELEPHONE POLE, 1.9 FEET SOUTHEAST OF A WITNESS POST, 1.4 FEET
 BL1112'NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1112'3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1036 ***********************************************************************
 BL1036  DESIGNATION -  S 975
 BL1036  PID         -  BL1036
 BL1036  STATE/COUNTY-  TX/WALKER
 BL1036  USGS QUAD   -  MAYNARD (1997)
 BL1036
 BL1036                         *CURRENT SURVEY CONTROL
 BL1036  ___________________________________________________________________
 BL1036* NAD 83(1986)-  30 31 26.     (N)    095 22 04.     (W)     SCALED    
 BL1036* NAVD 88     -       123.94   (+/-2cm)     406.6    (feet)  VERTCON   
 BL1036  ___________________________________________________________________
 BL1036  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL1036
 BL1036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1036
 BL1036.The horizontal coordinates were scaled from a topographic map and have
 BL1036.an estimated accuracy of +/- 6 seconds.
 BL1036
 BL1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1036.The vertical order pertains to the NGVD 29 superseded value.
 BL1036
 BL1036.The geoid height was determined by GEOID03.
 BL1036
 BL1036;                    North         East    Units  Estimated Accuracy
 BL1036;SPC TX C     - 3,105,660.    1,176,370.      MT  (+/- 180 meters Scaled)
 BL1036
 BL1036                          SUPERSEDED SURVEY CONTROL
 BL1036
 BL1036  NGVD 29 (??/??/92)  123.947  (m)          406.65   (f) ADJ UNCH    2 0
 BL1036
 BL1036.Superseded values are not recommended for survey control.
 BL1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1036.See file dsdata.txt to determine how the superseded data were derived.
 BL1036
 BL1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP728792(NAD 83)
 BL1036_MARKER: DB = BENCH MARK DISK
 BL1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1036_STAMPING: S 975 1947
 BL1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1036+STABILITY: SURFACE MOTION
 BL1036
 BL1036  HISTORY     - Date     Condition        Report By
 BL1036  HISTORY     - 1947     MONUMENTED       CGS
 BL1036  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL1036
 BL1036                          STATION DESCRIPTION
 BL1036
 BL1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1036'7.1 MI E FROM NEW WAVERLY.
 BL1036'7.1 MILES EAST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT
 BL1036'NEW WAVERLY, 52 YARDS NORTHWEST OF THE WEST END OF A CORRUGATED IRON
 BL1036'CULVERT WHICH IS AT THE JUNCTION OF TWO ASPHALT ROADS, 140.0 FEET
 BL1036'NORTHWEST OF THE CENTER LINE OF A PAVED ROAD LEADING SOUTHWEST TO
 BL1036'WILLIS AND WILLIS LOOKOUT TOWER, 38.0 FEET NORTH OF AND LEVEL WITH THE
 BL1036'CENTER LINE OF THE HIGHWAY, 2.2 FEET WEST OF A WITNESS POST, SET IN
 BL1036'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 BL1036
 BL1036                          STATION RECOVERY (1960)
 BL1036
 BL1036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0968 ***********************************************************************
 BL0968  DESIGNATION -  S 976
 BL0968  PID         -  BL0968
 BL0968  STATE/COUNTY-  TX/SAN JACINTO
 BL0968  USGS QUAD   -  STALEY (1972)
 BL0968
 BL0968                         *CURRENT SURVEY CONTROL
 BL0968  ___________________________________________________________________
 BL0968* NAD 83(1986)-  30 49 11.     (N)    095 17 42.     (W)     SCALED    
 BL0968* NAVD 88     -        74.93   (+/-2cm)     245.8    (feet)  VERTCON   
 BL0968  ___________________________________________________________________
 BL0968  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL0968
 BL0968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0968
 BL0968.The horizontal coordinates were scaled from a topographic map and have
 BL0968.an estimated accuracy of +/- 6 seconds.
 BL0968
 BL0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0968.The vertical order pertains to the NGVD 29 superseded value.
 BL0968
 BL0968.The geoid height was determined by GEOID03.
 BL0968
 BL0968;                    North         East    Units  Estimated Accuracy
 BL0968;SPC TX C     - 3,138,740.    1,181,870.      MT  (+/- 180 meters Scaled)
 BL0968
 BL0968                          SUPERSEDED SURVEY CONTROL
 BL0968
 BL0968  NGVD 29 (??/??/92)   74.941  (m)          245.87   (f) ADJ UNCH    2 0
 BL0968
 BL0968.Superseded values are not recommended for survey control.
 BL0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0968.See file dsdata.txt to determine how the superseded data were derived.
 BL0968
 BL0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ804118(NAD 83)
 BL0968_MARKER: DB = BENCH MARK DISK
 BL0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0968_STAMPING: S 976 1947
 BL0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0968+STABILITY: SURFACE MOTION
 BL0968
 BL0968  HISTORY     - Date     Condition        Report By
 BL0968  HISTORY     - 1947     MONUMENTED       CGS
 BL0968
 BL0968                          STATION DESCRIPTION
 BL0968
 BL0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0968'6.1 MI NW FROM OAKHURST.
 BL0968'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0968'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO THE
 BL0968'JUNCTION WITH U. S. HIGHWAY NO. 190, THENCE 5.7 MILES NORTH ALONG A
 BL0968'GRADED DIRT ROAD, 136.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER AND
 BL0968'ACROSS THE ROAD FROM A FARM HOUSE, 87.0 FEET SOUTHEAST OF A CONCRETE
 BL0968'WELL CURB THAT IS ABOUT 3.0 FEET HIGH, 31.0 FEET WEST OF THE CENTER
 BL0968'LINE OF THE ROAD, 2.0 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A
 BL0968'REFERENCE POST, ABOUT LEVEL WITH THE ROAD, SET IN TOP OF A CONCRETE
 BL0968'POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1778 ***********************************************************************
 BL1778  DESIGNATION -  S 977
 BL1778  PID         -  BL1778
 BL1778  STATE/COUNTY-  TX/HOUSTON
 BL1778  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1778
 BL1778                         *CURRENT SURVEY CONTROL
 BL1778  ___________________________________________________________________
 BL1778* NAD 83(1986)-  30 56 47.     (N)    095 35 50.     (W)     SCALED    
 BL1778* NAVD 88     -        48.43   (+/-2cm)     158.9    (feet)  VERTCON   
 BL1778  ___________________________________________________________________
 BL1778  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BL1778
 BL1778  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1778
 BL1778.The horizontal coordinates were scaled from a topographic map and have
 BL1778.an estimated accuracy of +/- 6 seconds.
 BL1778
 BL1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1778.The vertical order pertains to the NGVD 29 superseded value.
 BL1778
 BL1778.The geoid height was determined by GEOID03.
 BL1778
 BL1778;                    North         East    Units  Estimated Accuracy
 BL1778;SPC TX C     - 3,151,500.    1,152,380.      MT  (+/- 180 meters Scaled)
 BL1778
 BL1778                          SUPERSEDED SURVEY CONTROL
 BL1778
 BL1778  NGVD 29 (??/??/92)   48.437  (m)          158.91   (f) ADJ UNCH    2 0
 BL1778
 BL1778.Superseded values are not recommended for survey control.
 BL1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1778.See file dsdata.txt to determine how the superseded data were derived.
 BL1778
 BL1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ518265(NAD 83)
 BL1778_MARKER: DB = BENCH MARK DISK
 BL1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1778_STAMPING: S 977 1947
 BL1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1778+STABILITY: SURFACE MOTION
 BL1778
 BL1778  HISTORY     - Date     Condition        Report By
 BL1778  HISTORY     - 1947     MONUMENTED       CGS
 BL1778
 BL1778                          STATION DESCRIPTION
 BL1778
 BL1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1778'14.3 MI W FROM TRINITY.
 BL1778'13.4 MILES WEST ALONG A GRAVEL AND DIRT ROAD AND 0.9 MILE WEST ALONG A
 BL1778'DIM ONE TRACK DIRT ROAD FROM THE POST OFFICE AT TRINITY, 0.15 MILE
 BL1778'EAST OF A WOODEN BRIDGE OVER MELTON BRANCH WHICH IS AT THE SOUTHEAST
 BL1778'CORNER OF THE EASTHAM STATE PRISON FARM, 12.0 FEET SOUTH OF THE CENTER
 BL1778'OF THE ROAD, 9.0 FEET EAST OF A RAILROAD SPIKE DRIVEN IN A TRIANGULAR
 BL1778'BLAZE ON A 2-FOOT OAK TREE, 2.2 FEET WEST OF A REFERENCE POST, SET IN
 BL1778'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 BL1778'0.3 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 5.8 MILES SOUTH ALONG A DIRT
 BL1778'ROAD AND 0.6 MILE EAST ALONG A DIM ONE TRACK DIRT ROAD FROM THE WELDON
 BL1778'HIGH SCHOOL AT WELDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0854 ***********************************************************************
 BL0854  DESIGNATION -  S 978
 BL0854  PID         -  BL0854
 BL0854  STATE/COUNTY-  TX/WALKER
 BL0854  USGS QUAD   -  TRINITY WEST (1972)
 BL0854
 BL0854                         *CURRENT SURVEY CONTROL
 BL0854  ___________________________________________________________________
 BL0854* NAD 83(1986)-  30 59 39.     (N)    095 28 24.     (W)     SCALED    
 BL0854* NAVD 88     -        76.03   (+/-2cm)     249.4    (feet)  VERTCON   
 BL0854  ___________________________________________________________________
 BL0854  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BL0854
 BL0854  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0854
 BL0854.The horizontal coordinates were scaled from a topographic map and have
 BL0854.an estimated accuracy of +/- 6 seconds.
 BL0854
 BL0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0854.The vertical order pertains to the NGVD 29 superseded value.
 BL0854
 BL0854.The geoid height was determined by GEOID03.
 BL0854
 BL0854;                    North         East    Units  Estimated Accuracy
 BL0854;SPC TX C     - 3,157,300.    1,163,980.      MT  (+/- 180 meters Scaled)
 BL0854
 BL0854                          SUPERSEDED SURVEY CONTROL
 BL0854
 BL0854  NGVD 29 (??/??/92)   76.037  (m)          249.46   (f) ADJ UNCH    2 0
 BL0854
 BL0854.Superseded values are not recommended for survey control.
 BL0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0854.See file dsdata.txt to determine how the superseded data were derived.
 BL0854
 BL0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ638315(NAD 83)
 BL0854_MARKER: DB = BENCH MARK DISK
 BL0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0854_STAMPING: S 978 1947
 BL0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0854+STABILITY: SURFACE MOTION
 BL0854
 BL0854  HISTORY     - Date     Condition        Report By
 BL0854  HISTORY     - 1947     MONUMENTED       CGS
 BL0854
 BL0854                          STATION DESCRIPTION
 BL0854
 BL0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0854'8.15 MI NW FROM TRINITY.
 BL0854'6.1 MILES WEST ALONG A GRAVEL AND DIRT ROAD AND 2.05 MILES NORTH ALONG
 BL0854'A DIRT ROAD FROM THE POST OFFICE AT TRINITY, IN THE NORTHEAST ANGLE OF
 BL0854'THE JUNCTION OF A DIRT CROSS ROAD, 48.0 FEET NORTHEAST OF THE
 BL0854'INTERSECTION OF THE CENTER-LINE OF THE TWO ROADS, 35.0 FEET NORTH OF
 BL0854'THE CENTER OF THE EAST-WEST ROAD, 35.0 FEET EAST OF THE CENTER OF THE
 BL0854'NORTH-SOUTH ROAD, 2.0 FEET NORTH OF A REFERENCE POST, SET IN A
 BL0854'CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1752 ***********************************************************************
 BL1752  DESIGNATION -  S 979
 BL1752  PID         -  BL1752
 BL1752  STATE/COUNTY-  TX/MADISON
 BL1752  USGS QUAD   -  BAKER LAKE (1972)
 BL1752
 BL1752                         *CURRENT SURVEY CONTROL
 BL1752  ___________________________________________________________________
 BL1752* NAD 83(1986)-  30 59 31.     (N)    095 43 47.     (W)     SCALED    
 BL1752* NAVD 88     -        81.41   (+/-2cm)     267.1    (feet)  VERTCON   
 BL1752  ___________________________________________________________________
 BL1752  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BL1752
 BL1752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1752
 BL1752.The horizontal coordinates were scaled from a topographic map and have
 BL1752.an estimated accuracy of +/- 6 seconds.
 BL1752
 BL1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1752.The vertical order pertains to the NGVD 29 superseded value.
 BL1752
 BL1752.The geoid height was determined by GEOID03.
 BL1752
 BL1752;                    North         East    Units  Estimated Accuracy
 BL1752;SPC TX C     - 3,156,010.    1,139,520.      MT  (+/- 180 meters Scaled)
 BL1752
 BL1752                          SUPERSEDED SURVEY CONTROL
 BL1752
 BL1752  NGVD 29 (??/??/92)   81.409  (m)          267.09   (f) ADJ UNCH    2 0
 BL1752
 BL1752.Superseded values are not recommended for survey control.
 BL1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1752.See file dsdata.txt to determine how the superseded data were derived.
 BL1752
 BL1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ393319(NAD 83)
 BL1752_MARKER: DB = BENCH MARK DISK
 BL1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1752_STAMPING: S 979 1947
 BL1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1752+STABILITY: SURFACE MOTION
 BL1752
 BL1752  HISTORY     - Date     Condition        Report By
 BL1752  HISTORY     - 1947     MONUMENTED       CGS
 BL1752  HISTORY     - 19960601 GOOD             USPSQD
 BL1752
 BL1752                          STATION DESCRIPTION
 BL1752
 BL1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1752'2.9 MI SE FROM MIDWAY.
 BL1752'2.9 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1752'AT MIDWAY, AT THE TOP OF A HILL AND 0.1 MILE NORTHWEST OF THE JUNCTION
 BL1752'OF A DIRT ROAD LEADING WEST, DIRECTLY ACROSS THE MAIN ROAD FROM A
 BL1752'TELEPHONE POLE, 41.0 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 2.5
 BL1752'FEET NORTHWEST OF A REFERENCE POST, 1.5 FOOT SOUTHWEST OF THE
 BL1752'SOUTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET
 BL1752'ABOVE THE ROAD AND PROJECTING 0.3 FOOT.
 BL1752
 BL1752                          STATION RECOVERY (1996)
 BL1752
 BL1752'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1372 ***********************************************************************
 BL1372  DESIGNATION -  S 980
 BL1372  PID         -  BL1372
 BL1372  STATE/COUNTY-  TX/SAN JACINTO
 BL1372  USGS QUAD   -  WESTCOTT (1976)
 BL1372
 BL1372                         *CURRENT SURVEY CONTROL
 BL1372  ___________________________________________________________________
 BL1372* NAD 83(1986)-  30 25 08.     (N)    095 06 49.     (W)     SCALED    
 BL1372* NAVD 88     -        58.01   (+/-2cm)     190.3    (feet)  VERTCON   
 BL1372  ___________________________________________________________________
 BL1372  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL1372
 BL1372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1372
 BL1372.The horizontal coordinates were scaled from a topographic map and have
 BL1372.an estimated accuracy of +/- 6 seconds.
 BL1372
 BL1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1372.The vertical order pertains to the NGVD 29 superseded value.
 BL1372
 BL1372.The geoid height was determined by GEOID03.
 BL1372
 BL1372;                    North         East    Units  Estimated Accuracy
 BL1372;SPC TX C     - 3,095,150.    1,201,290.      MT  (+/- 180 meters Scaled)
 BL1372
 BL1372                          SUPERSEDED SURVEY CONTROL
 BL1372
 BL1372  NGVD 29 (??/??/92)   58.011  (m)          190.32   (f) ADJ UNCH    2 0
 BL1372
 BL1372.Superseded values are not recommended for survey control.
 BL1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1372.See file dsdata.txt to determine how the superseded data were derived.
 BL1372
 BL1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP969671(NAD 83)
 BL1372_MARKER: DB = BENCH MARK DISK
 BL1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1372_STAMPING: S 980 1947
 BL1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1372+STABILITY: SURFACE MOTION
 BL1372
 BL1372  HISTORY     - Date     Condition        Report By
 BL1372  HISTORY     - 1947     MONUMENTED       CGS
 BL1372  HISTORY     - 1958     MARK NOT FOUND   USGS
 BL1372
 BL1372                          STATION DESCRIPTION
 BL1372
 BL1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1372'8.2 MI NW FROM CLEVELAND.
 BL1372'3.0 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BL1372'RAIROAD STATION AT CLEVELAND, THENCE 2.3 MILES NORTHWEST ALONG A DIRT
 BL1372'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 1.7 MILES
 BL1372'NORTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 216, 54.9 FEET
 BL1372'SOUTHWEST OF A 12 INCH PIN OAK TREE, 50.6 FEET NORTHWEST OF A 12 INCH
 BL1372'PINE TREE, 28.0 FEET NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF
 BL1372'THE HIGHWAY, 1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BL1372'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 BL1372
 BL1372                          STATION RECOVERY (1958)
 BL1372
 BL1372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1023 ***********************************************************************
 BL1023  DESIGNATION -  S 981
 BL1023  PID         -  BL1023
 BL1023  STATE/COUNTY-  TX/SAN JACINTO
 BL1023  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1023
 BL1023                         *CURRENT SURVEY CONTROL
 BL1023  ___________________________________________________________________
 BL1023* NAD 83(1986)-  30 40 10.     (N)    095 11 26.     (W)     SCALED    
 BL1023* NAVD 88     -        88.66   (+/-2cm)     290.9    (feet)  VERTCON   
 BL1023  ___________________________________________________________________
 BL1023  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL1023
 BL1023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1023
 BL1023.The horizontal coordinates were scaled from a topographic map and have
 BL1023.an estimated accuracy of +/- 6 seconds.
 BL1023
 BL1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1023.The vertical order pertains to the NGVD 29 superseded value.
 BL1023
 BL1023.The geoid height was determined by GEOID03.
 BL1023
 BL1023;                    North         East    Units  Estimated Accuracy
 BL1023;SPC TX C     - 3,122,550.    1,192,620.      MT  (+/- 180 meters Scaled)
 BL1023
 BL1023                          SUPERSEDED SURVEY CONTROL
 BL1023
 BL1023  NGVD 29 (??/??/92)   88.675  (m)          290.93   (f) ADJ UNCH    2 0
 BL1023
 BL1023.Superseded values are not recommended for survey control.
 BL1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1023.See file dsdata.txt to determine how the superseded data were derived.
 BL1023
 BL1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP901950(NAD 83)
 BL1023_MARKER: DB = BENCH MARK DISK
 BL1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1023_STAMPING: S 981 1947
 BL1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1023+STABILITY: SURFACE MOTION
 BL1023
 BL1023  HISTORY     - Date     Condition        Report By
 BL1023  HISTORY     - 1947     MONUMENTED       CGS
 BL1023
 BL1023                          STATION DESCRIPTION
 BL1023
 BL1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1023'6.3 MI SE FROM POINT BLANK.
 BL1023'6.3 MILES SOUTHEAST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE AT
 BL1023'POINT BLANK, 7.5 MILES NORTHWEST OF COLDSPRING, 40.5 FEET NORTH OF A
 BL1023'10 INCH OAK TREE, 37.6 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF
 BL1023'THE HIGHWAY, 6.8 FEET WEST OF A 12 INCH PINE TREE, 2.0 FEET SOUTHEAST
 BL1023'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1023'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1350 ***********************************************************************
 BL1350  DESIGNATION -  S 982
 BL1350  PID         -  BL1350
 BL1350  STATE/COUNTY-  TX/MONTGOMERY
 BL1350  USGS QUAD   -  CONROE NE (1976)
 BL1350
 BL1350                         *CURRENT SURVEY CONTROL
 BL1350  ___________________________________________________________________
 BL1350* NAD 83(1986)-  30 26 15.     (N)    095 20 54.     (W)     SCALED    
 BL1350* NAVD 88     -        92.28   (+/-2cm)     302.8    (feet)  VERTCON   
 BL1350  ___________________________________________________________________
 BL1350  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1350
 BL1350  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1350
 BL1350.The horizontal coordinates were scaled from a topographic map and have
 BL1350.an estimated accuracy of +/- 6 seconds.
 BL1350
 BL1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1350.The vertical order pertains to the NGVD 29 superseded value.
 BL1350
 BL1350.The geoid height was determined by GEOID03.
 BL1350
 BL1350;                    North         East    Units  Estimated Accuracy
 BL1350;SPC TX C     - 3,096,180.    1,178,670.      MT  (+/- 180 meters Scaled)
 BL1350
 BL1350                          SUPERSEDED SURVEY CONTROL
 BL1350
 BL1350  NGVD 29 (??/??/92)   92.282  (m)          302.76   (f) ADJ UNCH    2 0
 BL1350
 BL1350.Superseded values are not recommended for survey control.
 BL1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1350.See file dsdata.txt to determine how the superseded data were derived.
 BL1350
 BL1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP744696(NAD 83)
 BL1350_MARKER: DB = BENCH MARK DISK
 BL1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1350_STAMPING: S 982 1947
 BL1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1350+STABILITY: SURFACE MOTION
 BL1350
 BL1350  HISTORY     - Date     Condition        Report By
 BL1350  HISTORY     - 1947     MONUMENTED       CGS
 BL1350  HISTORY     - 1959     MARK NOT FOUND   USGS
 BL1350
 BL1350                          STATION DESCRIPTION
 BL1350
 BL1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1350'8.1 MI E FROM WILLIS.
 BL1350'0.3 MILE SOUTH AND 7.8 MILES EAST ALONG THE WILLIS-EVERGREEN ROAD FROM
 BL1350'THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT WILLIS, 0.25 MILE
 BL1350'EAST OF A WOODEN BRIDGE OVER A CREEK, 0.2 MILE WEST OF THE JUNCTION OF
 BL1350'A DIRT ROAD LEADING NORTHWEST, 36.0 FEET NORTH OF THE CENTER OF THE
 BL1350'ROAD, 2.0 FEET EAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 BL1350'THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
 BL1350
 BL1350                          STATION RECOVERY (1959)
 BL1350
 BL1350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BL1350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1750 ***********************************************************************
 BL1750  DESIGNATION -  S 983
 BL1750  PID         -  BL1750
 BL1750  STATE/COUNTY-  TX/WALKER
 BL1750  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1750
 BL1750                         *CURRENT SURVEY CONTROL
 BL1750  ___________________________________________________________________
 BL1750* NAD 83(1986)-  30 50 50.     (N)    095 39 19.     (W)     SCALED    
 BL1750* NAVD 88     -        87.75   (+/-2cm)     287.9    (feet)  VERTCON   
 BL1750  ___________________________________________________________________
 BL1750  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BL1750
 BL1750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1750
 BL1750.The horizontal coordinates were scaled from a topographic map and have
 BL1750.an estimated accuracy of +/- 6 seconds.
 BL1750
 BL1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1750.The vertical order pertains to the NGVD 29 superseded value.
 BL1750
 BL1750.The geoid height was determined by GEOID03.
 BL1750
 BL1750;                    North         East    Units  Estimated Accuracy
 BL1750;SPC TX C     - 3,140,280.    1,147,300.      MT  (+/- 180 meters Scaled)
 BL1750
 BL1750                          SUPERSEDED SURVEY CONTROL
 BL1750
 BL1750  NGVD 29 (??/??/92)   87.751  (m)          287.90   (f) ADJ UNCH    2 0
 BL1750
 BL1750.Superseded values are not recommended for survey control.
 BL1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1750.See file dsdata.txt to determine how the superseded data were derived.
 BL1750
 BL1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ460156(NAD 83)
 BL1750_MARKER: DB = BENCH MARK DISK
 BL1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1750_STAMPING: S 983 1947
 BL1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1750+STABILITY: SURFACE MOTION
 BL1750
 BL1750  HISTORY     - Date     Condition        Report By
 BL1750  HISTORY     - 1947     MONUMENTED       CGS
 BL1750  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1750
 BL1750                          STATION DESCRIPTION
 BL1750
 BL1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1750'15.4 MI NW FROM HUNTSVILLE.
 BL1750'TO REACH FROM THE COURT HOUSE AT HUNTSVILLE, PROCEED 10.5 MILES
 BL1750'NORTHWEST ALONG U.S. HIGHWAY NO.75 TO AN OLD ABANDONED GRADED DIRT
 BL1750'ROAD LEADING EAST, THENCE 0.4 MILE EAST, 1.0 MILE NORTH, 0.7 MILE
 BL1750'EAST, 0.7 MILE NORTH AND 2.1 MILES NORTHEAST ALONG THE OLD ABANDONED
 BL1750'GRADED DIRT ROAD.  BENCH MARK IS AT THE TOP OF A PROMINENT KNOLL,
 BL1750'125.0 FEET SOUTHWEST OF THE SOUTHWEST END OF A CURVE IN THE ROAD, 18.0
 BL1750'FEET SOUTHEAST OF THE CENTER OF THE ROAD, 3.5 FEET NORTHEAST OF A
 BL1750'REFERENCE POST, 1.0 FOOT NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE
 BL1750'LINE, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND
 BL1750'PROJECTING 0.5 FOOT.  NOTE-- TO REACH THIS BENCH MARK FROM THE POST
 BL1750'OFFICE AT MIDWAY, PROCEED 14.0 MILES SOUTHEAST ALONG A FARM TO MARKET
 BL1750'ROAD TO AN OLD ABANDONED GRADED DIRT ROAD LEADING SOUTHWEST, THENCE
 BL1750'0.7 MILE SOUTHWEST ALONG AN OLD ABANDONED GRADED DIRT ROAD TO THE
 BL1750'BENCH MARK.
 BL1750
 BL1750                          STATION RECOVERY (1996)
 BL1750
 BL1750'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0862 ***********************************************************************
 BL0862  DESIGNATION -  S 984
 BL0862  PID         -  BL0862
 BL0862  STATE/COUNTY-  TX/WALKER
 BL0862  USGS QUAD   -  RIVERSIDE (1997)
 BL0862
 BL0862                         *CURRENT SURVEY CONTROL
 BL0862  ___________________________________________________________________
 BL0862* NAD 83(1986)-  30 52 07.     (N)    095 29 57.     (W)     SCALED    
 BL0862* NAVD 88     -        73.97   (+/-2cm)     242.7    (feet)  VERTCON   
 BL0862  ___________________________________________________________________
 BL0862  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BL0862
 BL0862  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0862
 BL0862.The horizontal coordinates were scaled from a topographic map and have
 BL0862.an estimated accuracy of +/- 6 seconds.
 BL0862
 BL0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0862.The vertical order pertains to the NGVD 29 superseded value.
 BL0862
 BL0862.The geoid height was determined by GEOID03.
 BL0862
 BL0862;                    North         East    Units  Estimated Accuracy
 BL0862;SPC TX C     - 3,143,280.    1,162,120.      MT  (+/- 180 meters Scaled)
 BL0862
 BL0862                          SUPERSEDED SURVEY CONTROL
 BL0862
 BL0862  NGVD 29 (??/??/92)   73.976  (m)          242.70   (f) ADJ UNCH    2 0
 BL0862
 BL0862.Superseded values are not recommended for survey control.
 BL0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0862.See file dsdata.txt to determine how the superseded data were derived.
 BL0862
 BL0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ610177(NAD 83)
 BL0862_MARKER: DB = BENCH MARK DISK
 BL0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0862_STAMPING: S 984 1947
 BL0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0862+STABILITY: SURFACE MOTION
 BL0862
 BL0862  HISTORY     - Date     Condition        Report By
 BL0862  HISTORY     - 1947     MONUMENTED       CGS
 BL0862  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0862
 BL0862                          STATION DESCRIPTION
 BL0862
 BL0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0862'7.35 MI NW FROM RIVERSIDE.
 BL0862'6.6 MILES WEST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT RIVERSIDE,
 BL0862'THENCE 0.75 MILE NORTH ALONG A DIRT ROAD, AT THE TOP OF A SANDY HILL,
 BL0862'300 FEET SOUTH OF THE CENTER OF A CURVE IN THE ROAD, 36 FEET NORTH OF
 BL0862'A WOODEN FENCE, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 6 FEET
 BL0862'EAST OF THE EAST RIGHT OF WAY FENCE, 2 FEET SOUTH OF A 4X4 MARKER
 BL0862'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BL0862'THE GROUND.
 BL0862
 BL0862                          STATION RECOVERY (1996)
 BL0862
 BL0862'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0388 ***********************************************************************
 BZ0388  DESIGNATION -  S 985
 BZ0388  PID         -  BZ0388
 BZ0388  STATE/COUNTY-  TX/LEON
 BZ0388  USGS QUAD   -  BUFFALO (1982)
 BZ0388
 BZ0388                         *CURRENT SURVEY CONTROL
 BZ0388  ___________________________________________________________________
 BZ0388* NAD 83(1986)-  31 28 14.     (N)    096 02 44.     (W)     SCALED    
 BZ0388* NAVD 88     -       114.88   (+/-2cm)     376.9    (feet)  VERTCON   
 BZ0388  ___________________________________________________________________
 BZ0388  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BZ0388
 BZ0388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0388
 BZ0388.The horizontal coordinates were scaled from a topographic map and have
 BZ0388.an estimated accuracy of +/- 6 seconds.
 BZ0388
 BZ0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0388.The vertical order pertains to the NGVD 29 superseded value.
 BZ0388
 BZ0388.The geoid height was determined by GEOID03.
 BZ0388
 BZ0388;                    North         East    Units  Estimated Accuracy
 BZ0388;SPC TX C     - 3,207,830.    1,107,340.      MT  (+/- 180 meters Scaled)
 BZ0388
 BZ0388                          SUPERSEDED SURVEY CONTROL
 BZ0388
 BZ0388  NGVD 29 (??/??/92)  114.856  (m)          376.82   (f) ADJ UNCH    2 0
 BZ0388
 BZ0388.Superseded values are not recommended for survey control.
 BZ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0388.See file dsdata.txt to determine how the superseded data were derived.
 BZ0388
 BZ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV807855(NAD 83)
 BZ0388_MARKER: DB = BENCH MARK DISK
 BZ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0388_STAMPING: S 985 1947
 BZ0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0388+STABILITY: SURFACE MOTION
 BZ0388
 BZ0388  HISTORY     - Date     Condition        Report By
 BZ0388  HISTORY     - 1947     MONUMENTED       CGS
 BZ0388  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0388
 BZ0388                          STATION DESCRIPTION
 BZ0388
 BZ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0388'1.0 MI NE FROM BUFFALO.
 BZ0388'ABOUT 1.0 MILE NORTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN
 BZ0388'RAILROAD FROM THE STATION AT BUFFALO TO THE SITE OF THE BENCH MARK.
 BZ0388'THE MARK IS ABOUT FIVE POLES SOUTHWEST OF MILEPOST 33/20, 90 FEET
 BZ0388'SOUTHEAST OF A 14 INCH OAK TREE, 49 FEET NORTHWEST OF THE CENTER LINE
 BZ0388'OF A ROAD, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK AND 2
 BZ0388'FEET LOWER, 17 FEET NORTHWEST OF A FENCE, 11 FEET NORTHEAST OF A POLE,
 BZ0388'AND 3 FEET SOUTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE
 BZ0388'TOP OF A CONCRETE POST AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 BZ0388'GROUND.
 BZ0388
 BZ0388                          STATION RECOVERY (1980)
 BZ0388
 BZ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0981 ***********************************************************************
 BL0981  DESIGNATION -  S 986
 BL0981  PID         -  BL0981
 BL0981  STATE/COUNTY-  TX/POLK
 BL0981  USGS QUAD   -  BLANCHARD (1972)
 BL0981
 BL0981                         *CURRENT SURVEY CONTROL
 BL0981  ___________________________________________________________________
 BL0981* NAD 83(1986)-  30 44 25.     (N)    095 05 46.     (W)     SCALED    
 BL0981* NAVD 88     -        36.31   (+/-2cm)     119.1    (feet)  VERTCON   
 BL0981  ___________________________________________________________________
 BL0981  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL0981
 BL0981  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0981
 BL0981.The horizontal coordinates were scaled from a topographic map and have
 BL0981.an estimated accuracy of +/- 6 seconds.
 BL0981
 BL0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0981.The vertical order pertains to the NGVD 29 superseded value.
 BL0981
 BL0981.The geoid height was determined by GEOID03.
 BL0981
 BL0981;                    North         East    Units  Estimated Accuracy
 BL0981;SPC TX C     - 3,130,820.    1,201,290.      MT  (+/- 180 meters Scaled)
 BL0981
 BL0981                          SUPERSEDED SURVEY CONTROL
 BL0981
 BL0981  NGVD 29 (??/??/92)   36.333  (m)          119.20   (f) ADJ UNCH    2 0
 BL0981
 BL0981.Superseded values are not recommended for survey control.
 BL0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0981.See file dsdata.txt to determine how the superseded data were derived.
 BL0981
 BL0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ993026(NAD 83)
 BL0981_MARKER: DB = BENCH MARK DISK
 BL0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0981_STAMPING: S 986 1947
 BL0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0981+STABILITY: SURFACE MOTION
 BL0981
 BL0981  HISTORY     - Date     Condition        Report By
 BL0981  HISTORY     - 1947     MONUMENTED       CGS
 BL0981  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0981
 BL0981                          STATION DESCRIPTION
 BL0981
 BL0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0981'2.9 MI W FROM BLANCHARD.
 BL0981'2.9 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL0981'BLANCHARD, 52.4 FEET SOUTH OF AND 2.0 FEET LOWER THAN THE CENTER LINE
 BL0981'OF THE HIGHWAY, 19.0 FEET SOUTHWEST OF A 26 INCH OAK TREE, 18.7 FEET
 BL0981'WEST OF THE WEST END OF A BOARD GATE, 3.5 FEET NORTH OF A FENCE, 1.5
 BL0981'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0981'PROJECTS 4 INCHES ABOVE THE GROUND.
 BL0981
 BL0981                          STATION RECOVERY (1997)
 BL0981
 BL0981'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0843 ***********************************************************************
 BL0843  DESIGNATION -  S 987
 BL0843  PID         -  BL0843
 BL0843  STATE/COUNTY-  TX/WALKER
 BL0843  USGS QUAD   -  NEW WAVERLY (1976)
 BL0843
 BL0843                         *CURRENT SURVEY CONTROL
 BL0843  ___________________________________________________________________
 BL0843* NAD 83(1986)-  30 31 33.     (N)    095 29 06.     (W)     SCALED    
 BL0843* NAVD 88     -       102.987  (meters)     337.88   (feet)  ADJUSTED  
 BL0843  ___________________________________________________________________
 BL0843  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL0843  DYNAMIC HT  -         102.851 (meters)     337.44  (feet)  COMP
 BL0843  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 BL0843
 BL0843  VERT ORDER  -  FIRST     CLASS I
 BL0843
 BL0843.The horizontal coordinates were scaled from a topographic map and have
 BL0843.an estimated accuracy of +/- 6 seconds.
 BL0843
 BL0843.The orthometric height was determined by differential leveling
 BL0843.and adjusted by the National Geodetic Survey in June 1991..
 BL0843
 BL0843.The geoid height was determined by GEOID03.
 BL0843
 BL0843.The dynamic height is computed by dividing the NAVD 88
 BL0843.geopotential number by the normal gravity value computed on the
 BL0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0843.degrees latitude (g = 980.6199 gals.).
 BL0843
 BL0843.The modeled gravity was interpolated from observed gravity values.
 BL0843
 BL0843;                    North         East    Units  Estimated Accuracy
 BL0843;SPC TX C     - 3,105,380.    1,165,130.      MT  (+/- 180 meters Scaled)
 BL0843
 BL0843                          SUPERSEDED SURVEY CONTROL
 BL0843
 BL0843  NGVD 29 (12/23/87)  102.993  (m)          337.90   (f) ADJUSTED    1 1
 BL0843
 BL0843.Superseded values are not recommended for survey control.
 BL0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0843.See file dsdata.txt to determine how the superseded data were derived.
 BL0843
 BL0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP615796(NAD 83)
 BL0843_MARKER: DB = BENCH MARK DISK
 BL0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0843_SP_SET: CONCRETE POST
 BL0843_STAMPING: S 987 1947
 BL0843_MARK LOGO: CGS   
 BL0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0843+STABILITY: SURFACE MOTION
 BL0843
 BL0843  HISTORY     - Date     Condition        Report By
 BL0843  HISTORY     - 1947     MONUMENTED       CGS
 BL0843  HISTORY     - 1973     GOOD             NGS
 BL0843  HISTORY     - 1978     GOOD             NGS
 BL0843  HISTORY     - 1987     GOOD             NGS
 BL0843
 BL0843                          STATION DESCRIPTION
 BL0843
 BL0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0843'0.85 MI S FROM NEW WAVERLY.
 BL0843'ABOUT 0.85 MILE SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0843'CROSSING OF FARM ROAD 150, 54.6 FEET EAST OF THE CENTER LINE OF US
 BL0843'HIGHWAY 75, 48 FEET WEST OF THE WEST RAIL, 61.3 FEET NORTH OF A
 BL0843'3.7-FOOT OAK TREE, 1.3 FEET EAST OF A METAL WITNESS POST, AND SET IN
 BL0843'THE TOP OF A CONCRETE POST 0.4 FOOT BELOW THE SURFACE OF THE GROUND.
 BL0843
 BL0843                          STATION RECOVERY (1978)
 BL0843
 BL0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0843'RECOVERED IN GOOD CONDITION.
 BL0843
 BL0843                          STATION RECOVERY (1987)
 BL0843
 BL0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1958 ***********************************************************************
 BY1958  DESIGNATION -  S 988
 BY1958  PID         -  BY1958
 BY1958  STATE/COUNTY-  TX/MADISON
 BY1958  USGS QUAD   -  SAND RIDGE (1972)
 BY1958
 BY1958                         *CURRENT SURVEY CONTROL
 BY1958  ___________________________________________________________________
 BY1958* NAD 83(1986)-  31 04 07.     (N)    095 42 32.     (W)     SCALED    
 BY1958* NAVD 88     -        64.33   (+/-2cm)     211.1    (feet)  VERTCON   
 BY1958  ___________________________________________________________________
 BY1958  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY1958
 BY1958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1958
 BY1958.The horizontal coordinates were scaled from a topographic map and have
 BY1958.an estimated accuracy of +/- 6 seconds.
 BY1958
 BY1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1958.The vertical order pertains to the NGVD 29 superseded value.
 BY1958
 BY1958.The geoid height was determined by GEOID03.
 BY1958
 BY1958;                    North         East    Units  Estimated Accuracy
 BY1958;SPC TX C     - 3,164,580.    1,141,160.      MT  (+/- 180 meters Scaled)
 BY1958
 BY1958                          SUPERSEDED SURVEY CONTROL
 BY1958
 BY1958  NGVD 29 (??/??/92)   64.335  (m)          211.07   (f) ADJ UNCH    2 0
 BY1958
 BY1958.Superseded values are not recommended for survey control.
 BY1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1958.See file dsdata.txt to determine how the superseded data were derived.
 BY1958
 BY1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ415403(NAD 83)
 BY1958_MARKER: DB = BENCH MARK DISK
 BY1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1958_STAMPING: S 988 1947
 BY1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1958+STABILITY: SURFACE MOTION
 BY1958
 BY1958  HISTORY     - Date     Condition        Report By
 BY1958  HISTORY     - 1947     MONUMENTED       CGS
 BY1958  HISTORY     - 19960601 GOOD             USPSQD
 BY1958
 BY1958                          STATION DESCRIPTION
 BY1958
 BY1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1958'3.95 MI NE FROM MIDWAY.
 BY1958'3.95 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BY1958'MIDWAY, AT THE TOP OF A HILL, 59 FEET SOUTHEAST OF THE CENTER LINE OF
 BY1958'THE HIGHWAY, 14 FEET EAST OF THE EAST CORNER OF A GRAY GRANITE
 BY1958'MONUMENT, 12 FEET NORTHEAST OF A LONE 48 INCH OAK TREE, 2 FEET
 BY1958'SOUTHWEST OF A 4X4 MARKER POST, 2 FEET ABOVE THE HIGHWAY, SET IN THE
 BY1958'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 BY1958
 BY1958                          STATION RECOVERY (1996)
 BY1958
 BY1958'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1390 ***********************************************************************
 BL1390  DESIGNATION -  S 989
 BL1390  PID         -  BL1390
 BL1390  STATE/COUNTY-  TX/SAN JACINTO
 BL1390  USGS QUAD   -  CONROE NE (1976)
 BL1390
 BL1390                         *CURRENT SURVEY CONTROL
 BL1390  ___________________________________________________________________
 BL1390* NAD 83(1986)-  30 27 45.     (N)    095 19 38.     (W)     SCALED    
 BL1390* NAVD 88     -        89.47   (+/-2cm)     293.5    (feet)  VERTCON   
 BL1390  ___________________________________________________________________
 BL1390  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1390
 BL1390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1390
 BL1390.The horizontal coordinates were scaled from a topographic map and have
 BL1390.an estimated accuracy of +/- 6 seconds.
 BL1390
 BL1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1390.The vertical order pertains to the NGVD 29 superseded value.
 BL1390
 BL1390.The geoid height was determined by GEOID03.
 BL1390
 BL1390;                    North         East    Units  Estimated Accuracy
 BL1390;SPC TX C     - 3,099,040.    1,180,570.      MT  (+/- 180 meters Scaled)
 BL1390
 BL1390                          SUPERSEDED SURVEY CONTROL
 BL1390
 BL1390  NGVD 29 (??/??/92)   89.469  (m)          293.53   (f) ADJ UNCH    2 0
 BL1390
 BL1390.Superseded values are not recommended for survey control.
 BL1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1390.See file dsdata.txt to determine how the superseded data were derived.
 BL1390
 BL1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP765723(NAD 83)
 BL1390_MARKER: DB = BENCH MARK DISK
 BL1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1390_STAMPING: S 989 1947
 BL1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1390+STABILITY: SURFACE MOTION
 BL1390
 BL1390  HISTORY     - Date     Condition        Report By
 BL1390  HISTORY     - 1947     MONUMENTED       CGS
 BL1390
 BL1390                          STATION DESCRIPTION
 BL1390
 BL1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1390'12.8 MI E FROM WILLIS.
 BL1390'0.3 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE RAILROAD STATION AT
 BL1390'WILLIS, THENCE 4.3 MILES EAST ALONG AN ASPHALT ROAD, THENCE 5.0 MILES
 BL1390'EAST ALONG A GRAVELED ROAD TO A ROAD JUNCTION AT PEACH CREEK, THENCE
 BL1390'0.1 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.6 MILES NORTH ALONG A
 BL1390'TRAIL, THENCE 0.5 MILE WEST ALONG A TRAIL, 0.1 MILE EAST OF TURKEY
 BL1390'CREEK, 63.0 FEET NORTH OF A 14 INCH PINE TREE, 25.0 FEET SOUTH OF AND
 BL1390'2.0 FEET HIGHER THAN THE CENTER LINE OF THE TRAIL, 11.0 FEET NORTHEAST
 BL1390'OF A TRIANGULAR BLAZED 10 INCH PINE TREE, 3.0 FEET WEST OF A WITNESS
 BL1390'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BL1390'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0120 ***********************************************************************
 BL0120  DESIGNATION -  S 99
 BL0120  PID         -  BL0120
 BL0120  STATE/COUNTY-  TX/JASPER
 BL0120  USGS QUAD   -  PACE HILL (1984)
 BL0120
 BL0120                         *CURRENT SURVEY CONTROL
 BL0120  ___________________________________________________________________
 BL0120* NAD 83(1986)-  30 56 28.     (N)    094 10 14.     (W)     SCALED    
 BL0120* NAVD 88     -        29.99   (+/-2cm)      98.4    (feet)  VERTCON   
 BL0120  ___________________________________________________________________
 BL0120  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BL0120
 BL0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0120
 BL0120.The horizontal coordinates were scaled from a topographic map and have
 BL0120.an estimated accuracy of +/- 6 seconds.
 BL0120
 BL0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0120.The vertical order pertains to the NGVD 29 superseded value.
 BL0120
 BL0120.The geoid height was determined by GEOID03.
 BL0120
 BL0120;                    North         East    Units  Estimated Accuracy
 BL0120;SPC TX C     - 3,157,590.    1,288,560.      MT  (+/- 180 meters Scaled)
 BL0120
 BL0120                          SUPERSEDED SURVEY CONTROL
 BL0120
 BL0120  NGVD 29 (??/??/92)   29.998  (m)           98.42   (f) ADJ UNCH    2 0
 BL0120
 BL0120.Superseded values are not recommended for survey control.
 BL0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0120.See file dsdata.txt to determine how the superseded data were derived.
 BL0120
 BL0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ881236(NAD 83)
 BL0120_MARKER: DB = BENCH MARK DISK
 BL0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0120_STAMPING: S 99 1952
 BL0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0120+STABILITY: SURFACE MOTION
 BL0120
 BL0120  HISTORY     - Date     Condition        Report By
 BL0120  HISTORY     - 1952     MONUMENTED       CGS
 BL0120  HISTORY     - 1978     POOR             USGS
 BL0120
 BL0120                          STATION DESCRIPTION
 BL0120
 BL0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0120'20.0 MI NW FROM JASPER.
 BL0120'14.25 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BL0120'JASPER, THENCE 1.95 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BL0120'0.7 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTHEAST
 BL0120'ALONG A GRADED DIRT ROAD, THENCE 2.2 MILES SOUTHEAST ALONG AN
 BL0120'ABANDONED WOODS ROAD, 0.4 MILE NORTHWEST OF AN ABANDONED FARM SITE, AT
 BL0120'THE NORTHWEST END OF A BEND IN THE ANGELINA RIVER, 26 FEET EAST OF THE
 BL0120'CENTER LINE OF THE WOODS ROAD, 7 FEET SOUTHEAST OF THE CENTER LINE OF
 BL0120'A DIM TRACK ROAD LEADING EAST, 2.6 FEET WEST OF A WITNESS POST, SET IN
 BL0120'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL0120
 BL0120                          STATION RECOVERY (1978)
 BL0120
 BL0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0120'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0930 ***********************************************************************
 CR0930  DESIGNATION -  S 990
 CR0930  PID         -  CR0930
 CR0930  STATE/COUNTY-  TX/VAN ZANDT
 CR0930  USGS QUAD   -  VAN (1981)
 CR0930
 CR0930                         *CURRENT SURVEY CONTROL
 CR0930  ___________________________________________________________________
 CR0930* NAD 83(1986)-  32 31 17.     (N)    095 41 00.     (W)     SCALED    
 CR0930* NAVD 88     -       156.482  (meters)     513.39   (feet)  ADJUSTED  
 CR0930  ___________________________________________________________________
 CR0930  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CR0930  DYNAMIC HT  -         156.301 (meters)     512.80  (feet)  COMP
 CR0930  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 CR0930
 CR0930  VERT ORDER  -  SECOND    CLASS 0
 CR0930
 CR0930.The horizontal coordinates were scaled from a topographic map and have
 CR0930.an estimated accuracy of +/- 6 seconds.
 CR0930
 CR0930.The orthometric height was determined by differential leveling
 CR0930.and adjusted by the National Geodetic Survey in June 1991..
 CR0930
 CR0930.The geoid height was determined by GEOID03.
 CR0930
 CR0930.The dynamic height is computed by dividing the NAVD 88
 CR0930.geopotential number by the normal gravity value computed on the
 CR0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0930.degrees latitude (g = 980.6199 gals.).
 CR0930
 CR0930.The modeled gravity was interpolated from observed gravity values.
 CR0930
 CR0930;                    North         East    Units  Estimated Accuracy
 CR0930;SPC TXNC     - 2,098,330.      864,580.      MT  (+/- 180 meters Scaled)
 CR0930
 CR0930                          SUPERSEDED SURVEY CONTROL
 CR0930
 CR0930  NGVD 29 (??/??/92)  156.498  (m)          513.44   (f) ADJ UNCH    2 0
 CR0930
 CR0930.Superseded values are not recommended for survey control.
 CR0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0930.See file dsdata.txt to determine how the superseded data were derived.
 CR0930
 CR0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS479014(NAD 83)
 CR0930_MARKER: DB = BENCH MARK DISK
 CR0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0930_STAMPING: S 990 1948
 CR0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0930+STABILITY: SURFACE MOTION
 CR0930
 CR0930  HISTORY     - Date     Condition        Report By
 CR0930  HISTORY     - 1948     MONUMENTED       CGS
 CR0930  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0930  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0930  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0930
 CR0930                          STATION DESCRIPTION
 CR0930
 CR0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0930'3.1 MI E FROM COLFAX.
 CR0930'3.1 MILES EAST ALONG THE COLFAX-VAN HIGHWAY FROM THE METHODIST CHURCH
 CR0930'AT COLFAX, 120 YARDS (PACED) WEST OF A CONCRETE CULVERT, 50.0 FEET
 CR0930'NORTH OF THE CENTER LINE OF THE HIGHWAY, 43.6 FEET WEST OF THE FIRST
 CR0930'TELEPHONE POLE NORTH OF THE HIGHWAY IN A NORTHWEST-SOUTHEAST ROW OF
 CR0930'POLES PARALLELING AN OIL LINE, 3.0 FEET SOUTHEAST OF A T FENCE CORNER,
 CR0930'2.0 FEET EAST OF A REFERENCE POST, 1.0 FOOT SOUTH OF A FENCE, SET IN
 CR0930'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0930
 CR0930                          STATION RECOVERY (1995)
 CR0930
 CR0930'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0930'MARK NOT FOUND.
 CR0930
 CR0930                          STATION RECOVERY (2004)
 CR0930
 CR0930'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0930'MARK NOT FOUND.
 CR0930
 CR0930                          STATION RECOVERY (2005)
 CR0930
 CR0930'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0912 ***********************************************************************
 CR0912  DESIGNATION -  S 991
 CR0912  PID         -  CR0912
 CR0912  STATE/COUNTY-  TX/SMITH
 CR0912  USGS QUAD   -  GOLDEN (1981)
 CR0912
 CR0912                         *CURRENT SURVEY CONTROL
 CR0912  ___________________________________________________________________
 CR0912* NAD 83(1986)-  32 38 05.     (N)    095 34 49.     (W)     SCALED    
 CR0912* NAVD 88     -       127.717  (meters)     419.02   (feet)  ADJUSTED  
 CR0912  ___________________________________________________________________
 CR0912  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CR0912  DYNAMIC HT  -         127.571 (meters)     418.54  (feet)  COMP
 CR0912  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 CR0912
 CR0912  VERT ORDER  -  SECOND    CLASS 0
 CR0912
 CR0912.The horizontal coordinates were scaled from a topographic map and have
 CR0912.an estimated accuracy of +/- 6 seconds.
 CR0912
 CR0912.The orthometric height was determined by differential leveling
 CR0912.and adjusted by the National Geodetic Survey in June 1991..
 CR0912
 CR0912.The geoid height was determined by GEOID03.
 CR0912
 CR0912.The dynamic height is computed by dividing the NAVD 88
 CR0912.geopotential number by the normal gravity value computed on the
 CR0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0912.degrees latitude (g = 980.6199 gals.).
 CR0912
 CR0912.The modeled gravity was interpolated from observed gravity values.
 CR0912
 CR0912;                    North         East    Units  Estimated Accuracy
 CR0912;SPC TXNC     - 2,111,160.      873,910.      MT  (+/- 180 meters Scaled)
 CR0912
 CR0912                          SUPERSEDED SURVEY CONTROL
 CR0912
 CR0912  NGVD 29 (??/??/92)  127.739  (m)          419.09   (f) ADJ UNCH    2 0
 CR0912
 CR0912.Superseded values are not recommended for survey control.
 CR0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0912.See file dsdata.txt to determine how the superseded data were derived.
 CR0912
 CR0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS579137(NAD 83)
 CR0912_MARKER: DB = BENCH MARK DISK
 CR0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0912_STAMPING: S 991 1948
 CR0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0912+STABILITY: SURFACE MOTION
 CR0912
 CR0912  HISTORY     - Date     Condition        Report By
 CR0912  HISTORY     - 1948     MONUMENTED       CGS
 CR0912  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0912
 CR0912                          STATION DESCRIPTION
 CR0912
 CR0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0912'3.15 MI N FROM JAMESTOWN.
 CR0912'3.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE CHURCH OF CHRIST AT
 CR0912'JAMESTOWN, 109.3 FEET SOUTH OF THE CENTER OF THE EAST END OF A 30-INCH
 CR0912'CORRUGATED IRON CULVERT, 26.0 FEET EAST OF THE CENTER LINE OF THE
 CR0912'ROAD, 20.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 CR0912'EAST TO A FARMHOUSE, 2.0 FEET NORTH OF A REFERENCE POST, 0.5 FOOT WEST
 CR0912'OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 CR0912'ABOVE THE GROUND.
 CR0912
 CR0912                          STATION RECOVERY (1996)
 CR0912
 CR0912'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1008 ***********************************************************************
 CR1008  DESIGNATION -  S 992
 CR1008  PID         -  CR1008
 CR1008  STATE/COUNTY-  TX/VAN ZANDT
 CR1008  USGS QUAD   -  FRUITVALE (1962)
 CR1008
 CR1008                         *CURRENT SURVEY CONTROL
 CR1008  ___________________________________________________________________
 CR1008* NAD 83(1986)-  32 40 00.     (N)    095 50 22.     (W)     SCALED    
 CR1008* NAVD 88     -       136.768  (meters)     448.71   (feet)  ADJUSTED  
 CR1008  ___________________________________________________________________
 CR1008  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CR1008  DYNAMIC HT  -         136.613 (meters)     448.20  (feet)  COMP
 CR1008  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CR1008
 CR1008  VERT ORDER  -  SECOND    CLASS 0
 CR1008
 CR1008.The horizontal coordinates were scaled from a topographic map and have
 CR1008.an estimated accuracy of +/- 6 seconds.
 CR1008
 CR1008.The orthometric height was determined by differential leveling
 CR1008.and adjusted by the National Geodetic Survey in June 1991..
 CR1008
 CR1008.The geoid height was determined by GEOID03.
 CR1008
 CR1008.The dynamic height is computed by dividing the NAVD 88
 CR1008.geopotential number by the normal gravity value computed on the
 CR1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1008.degrees latitude (g = 980.6199 gals.).
 CR1008
 CR1008.The modeled gravity was interpolated from observed gravity values.
 CR1008
 CR1008;                    North         East    Units  Estimated Accuracy
 CR1008;SPC TXNC     - 2,114,050.      849,520.      MT  (+/- 180 meters Scaled)
 CR1008
 CR1008                          SUPERSEDED SURVEY CONTROL
 CR1008
 CR1008  NGVD 29 (??/??/92)  136.781  (m)          448.76   (f) ADJ UNCH    2 0
 CR1008
 CR1008.Superseded values are not recommended for survey control.
 CR1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1008.See file dsdata.txt to determine how the superseded data were derived.
 CR1008
 CR1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS337178(NAD 83)
 CR1008_MARKER: DB = BENCH MARK DISK
 CR1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1008_STAMPING: S 992 1948
 CR1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1008+STABILITY: SURFACE MOTION
 CR1008
 CR1008  HISTORY     - Date     Condition        Report By
 CR1008  HISTORY     - 1948     MONUMENTED       CGS
 CR1008  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1008
 CR1008                          STATION DESCRIPTION
 CR1008
 CR1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1008'3.95 MI SE FROM EDGEWOOD.
 CR1008'2.6 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CR1008'EDGEWOOD, THENCE 1.35 MILES SOUTH ALONG STATE HIGHWAY 19, AT AN
 CR1008'INTERSECTION WITH A NORTHWEST-SOUTHEAST DIRT ROAD, 80 YARDS (PACED)
 CR1008'NORTH OF A POINT WHERE A NORTHWEST-SOUTHEAST TRANSMISSION LINE CROSSES
 CR1008'OVER THE HIGHWAY, 237.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD
 CR1008'INTERSECTION, 57.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6.9
 CR1008'FEET WEST OF A FENCE, 2.3 FEET NORTH OF A REFERENCE POST, SET IN THE
 CR1008'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR1008
 CR1008                          STATION RECOVERY (1995)
 CR1008
 CR1008'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0558 ***********************************************************************
 CR0558  DESIGNATION -  S 993
 CR0558  PID         -  CR0558
 CR0558  STATE/COUNTY-  TX/HENDERSON
 CR0558  USGS QUAD   -  STOCKARD (1984)
 CR0558
 CR0558                         *CURRENT SURVEY CONTROL
 CR0558  ___________________________________________________________________
 CR0558* NAD 83(1986)-  32 18 04.     (N)    095 59 39.     (W)     SCALED    
 CR0558* NAVD 88     -       129.186  (meters)     423.84   (feet)  ADJUSTED  
 CR0558  ___________________________________________________________________
 CR0558  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CR0558  DYNAMIC HT  -         129.037 (meters)     423.35  (feet)  COMP
 CR0558  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CR0558
 CR0558  VERT ORDER  -  SECOND    CLASS 0
 CR0558
 CR0558.The horizontal coordinates were scaled from a topographic map and have
 CR0558.an estimated accuracy of +/- 6 seconds.
 CR0558
 CR0558.The orthometric height was determined by differential leveling
 CR0558.and adjusted by the National Geodetic Survey in June 1991..
 CR0558
 CR0558.The geoid height was determined by GEOID03.
 CR0558
 CR0558.The dynamic height is computed by dividing the NAVD 88
 CR0558.geopotential number by the normal gravity value computed on the
 CR0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0558.degrees latitude (g = 980.6199 gals.).
 CR0558
 CR0558.The modeled gravity was interpolated from observed gravity values.
 CR0558
 CR0558;                    North         East    Units  Estimated Accuracy
 CR0558;SPC TXNC     - 2,073,170.      835,980.      MT  (+/- 180 meters Scaled)
 CR0558
 CR0558                          SUPERSEDED SURVEY CONTROL
 CR0558
 CR0558  NGVD 29 (??/??/92)  129.193  (m)          423.86   (f) ADJ UNCH    2 0
 CR0558
 CR0558.Superseded values are not recommended for survey control.
 CR0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0558.See file dsdata.txt to determine how the superseded data were derived.
 CR0558
 CR0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR180777(NAD 83)
 CR0558_MARKER: DB = BENCH MARK DISK
 CR0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0558_SP_SET: CULVERT
 CR0558_STAMPING: S 993 1948
 CR0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0558
 CR0558  HISTORY     - Date     Condition        Report By
 CR0558  HISTORY     - 1948     MONUMENTED       CGS
 CR0558  HISTORY     - 1949     GOOD             NGS
 CR0558
 CR0558                          STATION DESCRIPTION
 CR0558
 CR0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CR0558'0.6 MI SE FROM EUSTACE.
 CR0558'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 175 FROM THE CHURCH OF CHRIST AT
 CR0558'EUSTACE, 91.0 FEET EAST OF THE EAST SIDE OF A FARMHOUSE, 17.0 FEET
 CR0558'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET HIGHER THAN THE
 CR0558'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A 5
 CR0558'FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0877 ***********************************************************************
 CR0877  DESIGNATION -  S 994
 CR0877  PID         -  CR0877
 CR0877  STATE/COUNTY-  TX/VAN ZANDT
 CR0877  USGS QUAD   -  GRAND SALINE (1981)
 CR0877
 CR0877                         *CURRENT SURVEY CONTROL
 CR0877  ___________________________________________________________________
 CR0877* NAD 83(1986)-  32 40 27.     (N)    095 41 01.     (W)     SCALED    
 CR0877* NAVD 88     -       119.801  (meters)     393.05   (feet)  ADJUSTED  
 CR0877  ___________________________________________________________________
 CR0877  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CR0877  DYNAMIC HT  -         119.665 (meters)     392.60  (feet)  COMP
 CR0877  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CR0877
 CR0877  VERT ORDER  -  SECOND    CLASS 0
 CR0877
 CR0877.The horizontal coordinates were scaled from a topographic map and have
 CR0877.an estimated accuracy of +/- 6 seconds.
 CR0877
 CR0877.The orthometric height was determined by differential leveling
 CR0877.and adjusted by the National Geodetic Survey in June 1991..
 CR0877
 CR0877.The geoid height was determined by GEOID03.
 CR0877
 CR0877.The dynamic height is computed by dividing the NAVD 88
 CR0877.geopotential number by the normal gravity value computed on the
 CR0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0877.degrees latitude (g = 980.6199 gals.).
 CR0877
 CR0877.The modeled gravity was interpolated from observed gravity values.
 CR0877
 CR0877;                    North         East    Units  Estimated Accuracy
 CR0877;SPC TXNC     - 2,115,260.      864,100.      MT  (+/- 180 meters Scaled)
 CR0877
 CR0877                          SUPERSEDED SURVEY CONTROL
 CR0877
 CR0877  NGVD 29 (??/??/92)  119.822  (m)          393.12   (f) ADJ UNCH    2 0
 CR0877
 CR0877.Superseded values are not recommended for survey control.
 CR0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0877.See file dsdata.txt to determine how the superseded data were derived.
 CR0877
 CR0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS483183(NAD 83)
 CR0877_MARKER: DB = BENCH MARK DISK
 CR0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0877_STAMPING: S 994 1948
 CR0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0877+STABILITY: SURFACE MOTION
 CR0877
 CR0877  HISTORY     - Date     Condition        Report By
 CR0877  HISTORY     - 1948     MONUMENTED       CGS
 CR0877  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0877
 CR0877                          STATION DESCRIPTION
 CR0877
 CR0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0877'1.45 MI E FROM GRAND SALINE.
 CR0877'1.45 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE
 CR0877'HIGHWAY 110 AT GRAND SALINE, AT THE WEST END OF A CUT, 63.1 FEET NORTH
 CR0877'OF THE CENTER LINE OF THE HIGHWAY, 27.5 FEET SOUTH OF THE CENTER LINE
 CR0877'OF THE DAM OF A STOCK POND (MEASURED FROM A POINT 106.0 FEET WEST OF
 CR0877'THE EAST END OF THE DAM), 1.2 FEET WEST OF A REFERENCE POST, 0.8 FOOT
 CR0877'SOUTH OF A FENCE, IN LINE WITH A NORTH-SOUTH ROW OF POWER POLES, SET
 CR0877'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0877
 CR0877                          STATION RECOVERY (1995)
 CR0877
 CR0877'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0216 ***********************************************************************
 BY0216  DESIGNATION -  S 995
 BY0216  PID         -  BY0216
 BY0216  STATE/COUNTY-  TX/SHELBY
 BY0216  USGS QUAD   -  CENTER (1984)
 BY0216
 BY0216                         *CURRENT SURVEY CONTROL
 BY0216  ___________________________________________________________________
 BY0216* NAD 83(1986)-  31 46 10.     (N)    094 11 58.     (W)     SCALED    
 BY0216* NAVD 88     -        82.68   (+/-2cm)     271.3    (feet)  VERTCON   
 BY0216  ___________________________________________________________________
 BY0216  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BY0216
 BY0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0216
 BY0216.The horizontal coordinates were scaled from a topographic map and have
 BY0216.an estimated accuracy of +/- 6 seconds.
 BY0216
 BY0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0216.The vertical order pertains to the NGVD 29 superseded value.
 BY0216
 BY0216.The geoid height was determined by GEOID03.
 BY0216
 BY0216;                    North         East    Units  Estimated Accuracy
 BY0216;SPC TX C     - 3,249,130.    1,280,750.      MT  (+/- 180 meters Scaled)
 BY0216
 BY0216                          SUPERSEDED SURVEY CONTROL
 BY0216
 BY0216  NGVD 29 (??/??/92)   82.714  (m)          271.37   (f) ADJ UNCH    2 0
 BY0216
 BY0216.Superseded values are not recommended for survey control.
 BY0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0216.See file dsdata.txt to determine how the superseded data were derived.
 BY0216
 BY0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR864155(NAD 83)
 BY0216_MARKER: DB = BENCH MARK DISK
 BY0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0216_SP_SET: BRIDGE ABUTMENT
 BY0216_STAMPING: S 995 1949
 BY0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0216
 BY0216  HISTORY     - Date     Condition        Report By
 BY0216  HISTORY     - 1949     MONUMENTED       CGS
 BY0216  HISTORY     - 1967     GOOD             NGS
 BY0216  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BY0216
 BY0216                          STATION DESCRIPTION
 BY0216
 BY0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BY0216'2.1 MI SW FROM CENTER.
 BY0216'2.1 MILES SOUTHWEST ALONG THE STATE HIGHWAY 7 FROM THE COURTHOUSE AT
 BY0216'CENTER, 14.8 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 1.6 FEET
 BY0216'SOUTHEAST OF THE NORTHWEST END OF AND SET IN THE TOP OF THE NORTHEAST
 BY0216'CONCRETE ABUTMENT OF A BRIDGE OVER HUANA CREEK.  (THIS BENCH MARK WILL
 BY0216'BE DESTROYED IN THE FUTURE WHEN THE BRIDGE IS WIDENED AND ROAD
 BY0216'IMPROVEMENTS ARE MADE FOR A 4-LANE HIGHWAY.  A NEW BENCH MARK WAS SET
 BY0216'IN THE NEAR VICINITY AND ITS ELEVATION WAS DETERMINED FROM THE OLD
 BY0216'BENCH MARK.)
 BY0216
 BY0216                          STATION RECOVERY (2001)
 BY0216
 BY0216'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BY0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0217 ***********************************************************************
 BY0217  DESIGNATION -  S 995 RESET 1967
 BY0217  PID         -  BY0217
 BY0217  STATE/COUNTY-  TX/SHELBY
 BY0217  USGS QUAD   -  CENTER (1984)
 BY0217
 BY0217                         *CURRENT SURVEY CONTROL
 BY0217  ___________________________________________________________________
 BY0217* NAD 83(1986)-  31 46 10.     (N)    094 11 58.     (W)     SCALED    
 BY0217* NAVD 88     -        81.65   (+/-2cm)     267.9    (feet)  VERTCON   
 BY0217  ___________________________________________________________________
 BY0217  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BY0217
 BY0217  VERT ORDER  -  THIRD (See Below)
 BY0217
 BY0217.The horizontal coordinates were scaled from a topographic map and have
 BY0217.an estimated accuracy of +/- 6 seconds.
 BY0217
 BY0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0217.The vertical order pertains to the NGVD 29 superseded value.
 BY0217
 BY0217.The geoid height was determined by GEOID03.
 BY0217
 BY0217;                    North         East    Units  Estimated Accuracy
 BY0217;SPC TX C     - 3,249,130.    1,280,750.      MT  (+/- 180 meters Scaled)
 BY0217
 BY0217                          SUPERSEDED SURVEY CONTROL
 BY0217
 BY0217  NGVD 29 (01/29/03)   81.69   (m)          268.0    (f) RESET       3  
 BY0217
 BY0217.Superseded values are not recommended for survey control.
 BY0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0217.See file dsdata.txt to determine how the superseded data were derived.
 BY0217
 BY0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR864155(NAD 83)
 BY0217_MARKER: DB = BENCH MARK DISK
 BY0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0217_STAMPING: S 995 RESET 1967
 BY0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0217+STABILITY: SURFACE MOTION
 BY0217
 BY0217  HISTORY     - Date     Condition        Report By
 BY0217  HISTORY     - 1967     MONUMENTED       CGS
 BY0217
 BY0217                          STATION DESCRIPTION
 BY0217
 BY0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BY0217'2.0 MI SW FROM CENTER.
 BY0217'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE IN
 BY0217'CENTER TO THE JUNCTION OF U. S. HIGHWAY 96, THENCE CONTINUE SOUTHWEST
 BY0217'1.6 MILES ALONG STATE HIGHWAY 7 TO SITE OF BENCH MARK, 100 FEET
 BY0217'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 7 FEET SOUTH OF A LARGE SIGN
 BY0217'BOARD, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A
 BY0217'METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 106 + 49.
 BY0217'A BENCH MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 5
 BY0217'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0378 ***********************************************************************
 CS0378  DESIGNATION -  S 996
 CS0378  PID         -  CS0378
 CS0378  STATE/COUNTY-  TX/KAUFMAN
 CS0378  USGS QUAD   -  KEMP (1981)
 CS0378
 CS0378                         *CURRENT SURVEY CONTROL
 CS0378  ___________________________________________________________________
 CS0378* NAD 83(1986)-  32 27 26.     (N)    096 10 16.     (W)     SCALED    
 CS0378* NAVD 88     -       101.395  (meters)     332.66   (feet)  ADJUSTED  
 CS0378  ___________________________________________________________________
 CS0378  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0378  DYNAMIC HT  -         101.280 (meters)     332.28  (feet)  COMP
 CS0378  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CS0378
 CS0378  VERT ORDER  -  SECOND    CLASS 0
 CS0378
 CS0378.The horizontal coordinates were scaled from a topographic map and have
 CS0378.an estimated accuracy of +/- 6 seconds.
 CS0378
 CS0378.The orthometric height was determined by differential leveling
 CS0378.and adjusted by the National Geodetic Survey in June 1991..
 CS0378
 CS0378.The geoid height was determined by GEOID03.
 CS0378
 CS0378.The dynamic height is computed by dividing the NAVD 88
 CS0378.geopotential number by the normal gravity value computed on the
 CS0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0378.degrees latitude (g = 980.6199 gals.).
 CS0378
 CS0378.The modeled gravity was interpolated from observed gravity values.
 CS0378
 CS0378;                    North         East    Units  Estimated Accuracy
 CS0378;SPC TXNC     - 2,090,090.      818,930.      MT  (+/- 180 meters Scaled)
 CS0378
 CS0378                          SUPERSEDED SURVEY CONTROL
 CS0378
 CS0378  NGVD 29 (??/??/92)  101.411  (m)          332.71   (f) ADJ UNCH    2 0
 CS0378
 CS0378.Superseded values are not recommended for survey control.
 CS0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0378.See file dsdata.txt to determine how the superseded data were derived.
 CS0378
 CS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA659946(NAD 83)
 CS0378_MARKER: DB = BENCH MARK DISK
 CS0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0378_STAMPING: S 996 1948
 CS0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0378+STABILITY: SURFACE MOTION
 CS0378
 CS0378  HISTORY     - Date     Condition        Report By
 CS0378  HISTORY     - 1948     MONUMENTED       CGS
 CS0378
 CS0378                          STATION DESCRIPTION
 CS0378
 CS0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0378'4.0 MI NE FROM KEMP.
 CS0378'1.5 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH AT
 CS0378'KEMP, THENCE 2.5 MILES EAST ALONG A GRADED DIRT ROAD, 0.45 MILE WEST
 CS0378'OF THE MAIN CHANNEL OF CEDAR CREEK, 115.5 FEET NORTHEAST OF THE
 CS0378'NORTHEAST CORNER OF A 40-FOOT WOODEN BRIDGE (EASTERLY ONE OF TWO
 CS0378'BRIDGES) 106.0 FEET NORTH OF THE CENTER LINE OF THE ROAD (MEASURED
 CS0378'FROM A POINT 159.0 FEET EAST OF THE CENTER LINE OF A BRANCH OF CEDAR
 CS0378'CREEK), 12.0 FEET EAST OF THE CENTER LINE OF A TRAIL LEADING NORTH,
 CS0378'5.0 FEET SOUTHEAST OF THE SOUTHEAST FACE OF A 36-INCH OAK TREE, 1.7
 CS0378'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CS0378'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0367 ***********************************************************************
 CS0367  DESIGNATION -  S 997
 CS0367  PID         -  CS0367
 CS0367  STATE/COUNTY-  TX/VAN ZANDT
 CS0367  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0367
 CS0367                         *CURRENT SURVEY CONTROL
 CS0367  ___________________________________________________________________
 CS0367* NAD 83(1986)-  32 28 05.     (N)    096 03 25.     (W)     SCALED    
 CS0367* NAVD 88     -       123.829  (meters)     406.26   (feet)  ADJUSTED  
 CS0367  ___________________________________________________________________
 CS0367  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0367  DYNAMIC HT  -         123.688 (meters)     405.80  (feet)  COMP
 CS0367  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 CS0367
 CS0367  VERT ORDER  -  SECOND    CLASS 0
 CS0367
 CS0367.The horizontal coordinates were scaled from a topographic map and have
 CS0367.an estimated accuracy of +/- 6 seconds.
 CS0367
 CS0367.The orthometric height was determined by differential leveling
 CS0367.and adjusted by the National Geodetic Survey in June 1991..
 CS0367
 CS0367.The geoid height was determined by GEOID03.
 CS0367
 CS0367.The dynamic height is computed by dividing the NAVD 88
 CS0367.geopotential number by the normal gravity value computed on the
 CS0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0367.degrees latitude (g = 980.6199 gals.).
 CS0367
 CS0367.The modeled gravity was interpolated from observed gravity values.
 CS0367
 CS0367;                    North         East    Units  Estimated Accuracy
 CS0367;SPC TXNC     - 2,091,540.      829,630.      MT  (+/- 180 meters Scaled)
 CS0367
 CS0367                          SUPERSEDED SURVEY CONTROL
 CS0367
 CS0367  NGVD 29 (??/??/92)  123.840  (m)          406.30   (f) ADJ UNCH    2 0
 CS0367
 CS0367.Superseded values are not recommended for survey control.
 CS0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0367.See file dsdata.txt to determine how the superseded data were derived.
 CS0367
 CS0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA766961(NAD 83)
 CS0367_MARKER: DB = BENCH MARK DISK
 CS0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0367_STAMPING: S 997 1948
 CS0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0367+STABILITY: SURFACE MOTION
 CS0367
 CS0367  HISTORY     - Date     Condition        Report By
 CS0367  HISTORY     - 1948     MONUMENTED       CGS
 CS0367  HISTORY     - 1962     GOOD             USGS
 CS0367  HISTORY     - 19950912 GOOD             USPSQD
 CS0367
 CS0367                          STATION DESCRIPTION
 CS0367
 CS0367'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CS0367'3.25 MI E FROM PRAIRIEVILLE.
 CS0367'PRAIRIEVILLE, 1.65 MILES EAST ALONG FARM ROAD 90, THENCE 1.6 MILES
 CS0367'SOUTHWESTERLY ALONG A PAVED ROAD, 0.7 MILE EAST OF LACY FORK.  AT A
 CS0367'ROAD JCT., 107 FEET EAST OF THE ROAD JCT., 45 FEET SOUTH THE SIDE ROAD
 CS0367'LEADING NE.  A STANDARD DISK, STAMPED S 997 1948 SET IN A CONCRETE
 CS0367'POST FLUSH WITH THE GROUND.
 CS0367
 CS0367                          STATION RECOVERY (1995)
 CS0367
 CS0367'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0629 ***********************************************************************
 CR0629  DESIGNATION -  S 998
 CR0629  PID         -  CR0629
 CR0629  STATE/COUNTY-  TX/HENDERSON
 CR0629  USGS QUAD   -  STOCKARD (1984)
 CR0629
 CR0629                         *CURRENT SURVEY CONTROL
 CR0629  ___________________________________________________________________
 CR0629* NAD 83(1986)-  32 17 36.     (N)    095 56 17.     (W)     SCALED    
 CR0629* NAVD 88     -       146.101  (meters)     479.33   (feet)  ADJUSTED  
 CR0629  ___________________________________________________________________
 CR0629  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0629  DYNAMIC HT  -         145.931 (meters)     478.78  (feet)  COMP
 CR0629  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 CR0629
 CR0629  VERT ORDER  -  SECOND    CLASS 0
 CR0629
 CR0629.The horizontal coordinates were scaled from a topographic map and have
 CR0629.an estimated accuracy of +/- 6 seconds.
 CR0629
 CR0629.The orthometric height was determined by differential leveling
 CR0629.and adjusted by the National Geodetic Survey in June 1991..
 CR0629
 CR0629.The geoid height was determined by GEOID03.
 CR0629
 CR0629.The dynamic height is computed by dividing the NAVD 88
 CR0629.geopotential number by the normal gravity value computed on the
 CR0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0629.degrees latitude (g = 980.6199 gals.).
 CR0629
 CR0629.The modeled gravity was interpolated from observed gravity values.
 CR0629
 CR0629;                    North         East    Units  Estimated Accuracy
 CR0629;SPC TXNC     - 2,072,440.      841,280.      MT  (+/- 180 meters Scaled)
 CR0629
 CR0629                          SUPERSEDED SURVEY CONTROL
 CR0629
 CR0629  NGVD 29 (??/??/92)  146.110  (m)          479.36   (f) ADJ UNCH    2 0
 CR0629
 CR0629.Superseded values are not recommended for survey control.
 CR0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0629.See file dsdata.txt to determine how the superseded data were derived.
 CR0629
 CR0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR233767(NAD 83)
 CR0629_MARKER: DB = BENCH MARK DISK
 CR0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0629_STAMPING: S 998 1948
 CR0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0629+STABILITY: SURFACE MOTION
 CR0629
 CR0629  HISTORY     - Date     Condition        Report By
 CR0629  HISTORY     - 1948     MONUMENTED       CGS
 CR0629  HISTORY     - 1978     GOOD             USGS
 CR0629
 CR0629                          STATION DESCRIPTION
 CR0629
 CR0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0629'6.05 MI SE FROM EUSTACE.
 CR0629'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0629'AT EUSTACE, THENCE 1.85 MILES NORTH ALONG AN ASPHALT ROAD, 0.4 MILE
 CR0629'SOUTH OF A 60-FOOT STEEL BRIDGE, 135 YARDS NORTH OF THE CREST OF A
 CR0629'HILL, 271.0 FEET NORTH OF A FENCE CORNER WHICH IS AT THE SOUTHWEST
 CR0629'CORNER OF A WOODED AREA, 38.0 FEET EAST OF THE CENTER LINE OF THE
 CR0629'ROAD, 10.5 FEET SOUTH OF A 20-INCH OAK TREE WITH A TRIANGULAR BLAZE,
 CR0629'4.3 FEET EAST OF A FENCE, 1.9 FEET NORTH OF A REFERENCE POST, AND SET
 CR0629'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 CR0629
 CR0629                          STATION RECOVERY (1978)
 CR0629
 CR0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0629'4.2 MILES SE ALONG US HWY 175 FROM THE CHURCH OF CHRIST AT EUSTACE,
 CR0629'THEN 1.85 MILES N. ALONG GRAVELED ROAD, 0.4 MILES S OF A BRIDGE OVER
 CR0629'CLEAR CREEK, 0.2 MILE N OF ROAD BEND, 38.0 FT. E OF THE E ROAD, 185
 CR0629'FT N OF AN UNDERGROUND TELEPHONE CABLE CROSSING ROAD, 2.5 FT. E OF
 CR0629'R.O.W. FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CR0629'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0805 ***********************************************************************
 BY0805  DESIGNATION -  S 999
 BY0805  PID         -  BY0805
 BY0805  STATE/COUNTY-  TX/TRINITY
 BY0805  USGS QUAD   -  TREVAT (1980)
 BY0805
 BY0805                         *CURRENT SURVEY CONTROL
 BY0805  ___________________________________________________________________
 BY0805* NAD 83(1986)-  31 03 53.     (N)    094 55 02.     (W)     SCALED    
 BY0805* NAVD 88     -        77.84   (+/-2cm)     255.4    (feet)  VERTCON   
 BY0805  ___________________________________________________________________
 BY0805  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY0805
 BY0805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0805
 BY0805.The horizontal coordinates were scaled from a topographic map and have
 BY0805.an estimated accuracy of +/- 6 seconds.
 BY0805
 BY0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0805.The vertical order pertains to the NGVD 29 superseded value.
 BY0805
 BY0805.The geoid height was determined by GEOID03.
 BY0805
 BY0805;                    North         East    Units  Estimated Accuracy
 BY0805;SPC TX C     - 3,167,560.    1,216,650.      MT  (+/- 180 meters Scaled)
 BY0805
 BY0805                          SUPERSEDED SURVEY CONTROL
 BY0805
 BY0805  NGVD 29 (??/??/92)   77.862  (m)          255.45   (f) ADJ UNCH    2 0
 BY0805
 BY0805.Superseded values are not recommended for survey control.
 BY0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0805.See file dsdata.txt to determine how the superseded data were derived.
 BY0805
 BY0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ170383(NAD 83)
 BY0805_MARKER: DB = BENCH MARK DISK
 BY0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0805_STAMPING: S 999 1948
 BY0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0805+STABILITY: SURFACE MOTION
 BY0805
 BY0805  HISTORY     - Date     Condition        Report By
 BY0805  HISTORY     - 1948     MONUMENTED       CGS
 BY0805
 BY0805                          STATION DESCRIPTION
 BY0805
 BY0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0805'10.7 MI NE FROM WOODLAKE.
 BY0805'3.6 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY0805'WOODLAKE, THENCE 7.1 MILES NORTHEAST ALONG A DIRT ROAD, ON TOP OF A
 BY0805'HILL, 30.4 FEET SOUTHWEST OF A 10-INCH HICKORY TREE WITH A TRIANGULAR
 BY0805'BLAZE, 29.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.9 FEET EAST
 BY0805'OF AN 8-INCH HICKORY TREE WITH A TRIANGULAR BLAZE, 1.3 FEET EAST OF A
 BY0805'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 BY0805'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0878 ***********************************************************************
 AY0878  DESIGNATION -  S A 111
 AY0878  PID         -  AY0878
 AY0878  STATE/COUNTY-  TX/MEDINA
 AY0878  USGS QUAD   -  LA COSTE (1982)
 AY0878
 AY0878                         *CURRENT SURVEY CONTROL
 AY0878  ___________________________________________________________________
 AY0878* NAD 83(1986)-  29 17 38.     (N)    098 51 02.     (W)     SCALED    
 AY0878* NAVD 88     -       246.614  (meters)     809.10   (feet)  ADJUSTED  
 AY0878  ___________________________________________________________________
 AY0878  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AY0878  DYNAMIC HT  -         246.260 (meters)     807.94  (feet)  COMP
 AY0878  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 AY0878
 AY0878  VERT ORDER  -  FIRST     CLASS II
 AY0878
 AY0878.The horizontal coordinates were scaled from a topographic map and have
 AY0878.an estimated accuracy of +/- 6 seconds.
 AY0878
 AY0878.The orthometric height was determined by differential leveling
 AY0878.and adjusted by the National Geodetic Survey in June 1991..
 AY0878
 AY0878.The geoid height was determined by GEOID03.
 AY0878
 AY0878.The dynamic height is computed by dividing the NAVD 88
 AY0878.geopotential number by the normal gravity value computed on the
 AY0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0878.degrees latitude (g = 980.6199 gals.).
 AY0878
 AY0878.The modeled gravity was interpolated from observed gravity values.
 AY0878
 AY0878;                    North         East    Units  Estimated Accuracy
 AY0878;SPC TXSC     - 4,161,880.      614,520.      MT  (+/- 180 meters Scaled)
 AY0878
 AY0878                          SUPERSEDED SURVEY CONTROL
 AY0878
 AY0878  NGVD 29 (??/??/92)  246.485  (m)          808.68   (f) ADJ UNCH    1 2
 AY0878
 AY0878.Superseded values are not recommended for survey control.
 AY0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0878.See file dsdata.txt to determine how the superseded data were derived.
 AY0878
 AY0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT145405(NAD 83)
 AY0878_MARKER: DB = BENCH MARK DISK
 AY0878_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0878_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0878_STAMPING: S A 111 815
 AY0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0878
 AY0878  HISTORY     - Date     Condition        Report By
 AY0878  HISTORY     - UNK      MONUMENTED       USGS
 AY0878  HISTORY     - 1957     GOOD             NGS
 AY0878  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 AY0878  HISTORY     - 19970210 GOOD             USPSQD
 AY0878  HISTORY     - 20020218 GOOD             USPSQD
 AY0878
 AY0878                          STATION DESCRIPTION
 AY0878
 AY0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0878'2.4 MI SW FROM LACOSTE.
 AY0878'2.4 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0878'STATION AT LACOSTE, 77 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 48
 AY0878'FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD 471, 47 FEET SOUTHWEST
 AY0878'OF THE CENTER LINE OF A ROAD LEADING NORTHWEST, 38 FEET SOUTHEAST OF
 AY0878'THE SOUTHEAST RAIL, 17.5 FEET NORTH OF A TELEPHONE POLE, RIVETED ON
 AY0878'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 AY0878'GROUND.
 AY0878
 AY0878                          STATION RECOVERY (1994)
 AY0878
 AY0878'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0878'MARK NOT FOUND.
 AY0878
 AY0878                          STATION RECOVERY (1997)
 AY0878
 AY0878'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0878'RECOVERED IN GOOD CONDITION.
 AY0878
 AY0878                          STATION RECOVERY (2002)
 AY0878
 AY0878'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0179 ***********************************************************************
 BN0179  DESIGNATION -  S A 1515
 BN0179  PID         -  BN0179
 BN0179  STATE/COUNTY-  TX/SAN SABA
 BN0179  USGS QUAD   -  CHEROKEE (1956)
 BN0179
 BN0179                         *CURRENT SURVEY CONTROL
 BN0179  ___________________________________________________________________
 BN0179* NAD 83(1986)-  30 57 04.     (N)    098 41 51.     (W)     SCALED    
 BN0179* NAVD 88     -       459.752  (meters)    1508.37   (feet)  ADJUSTED  
 BN0179  ___________________________________________________________________
 BN0179  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 BN0179  DYNAMIC HT  -         459.142 (meters)    1506.37  (feet)  COMP
 BN0179  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 BN0179
 BN0179  VERT ORDER  -  SECOND    CLASS 0
 BN0179
 BN0179.The horizontal coordinates were scaled from a topographic map and have
 BN0179.an estimated accuracy of +/- 6 seconds.
 BN0179
 BN0179.The orthometric height was determined by differential leveling
 BN0179.and adjusted by the National Geodetic Survey in June 1991..
 BN0179
 BN0179.The geoid height was determined by GEOID03.
 BN0179
 BN0179.The dynamic height is computed by dividing the NAVD 88
 BN0179.geopotential number by the normal gravity value computed on the
 BN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0179.degrees latitude (g = 980.6199 gals.).
 BN0179
 BN0179.The modeled gravity was interpolated from observed gravity values.
 BN0179
 BN0179;                    North         East    Units  Estimated Accuracy
 BN0179;SPC TX C     - 3,143,540.      856,290.      MT  (+/- 180 meters Scaled)
 BN0179
 BN0179                          SUPERSEDED SURVEY CONTROL
 BN0179
 BN0179  NGVD 29 (??/??/92)  459.694  (m)         1508.18   (f) ADJ UNCH    2 0
 BN0179
 BN0179.Superseded values are not recommended for survey control.
 BN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0179.See file dsdata.txt to determine how the superseded data were derived.
 BN0179
 BN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV288242(NAD 83)
 BN0179_MARKER: DD = SURVEY DISK
 BN0179_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BN0179_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BN0179_STAMPING: 1515 S.A.
 BN0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0179
 BN0179  HISTORY     - Date     Condition        Report By
 BN0179  HISTORY     - UNK      MONUMENTED       USGS
 BN0179  HISTORY     - 1935     GOOD             NGS
 BN0179
 BN0179                          STATION DESCRIPTION
 BN0179
 BN0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BN0179'2.0 MI S FROM CHEROKEE.
 BN0179'2.0 MILES SOUTH OF ALONG STATE HIGHWAY 81 AT A CROSS ROAD.  9 YARDS
 BN0179'EAST OF CENTER OF THE HIGHWAY.  8 YARDS SOUTH OF CENTER OF THE ROAD. 8
 BN0179'YARDS WEST OF A FENCE CORNER.  NOTE-- THE PIPE WAS LEANING SLIGHTLY.
 BN0179'AND WAS STRAIGHTENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1112 ***********************************************************************
 AY1112  DESIGNATION -  S A 22
 AY1112  PID         -  AY1112
 AY1112  STATE/COUNTY-  TX/KERR
 AY1112  USGS QUAD   -  CENTER POINT (1982)
 AY1112
 AY1112                         *CURRENT SURVEY CONTROL
 AY1112  ___________________________________________________________________
 AY1112* NAD 83(1986)-  29 56 38.     (N)    099 02 09.     (W)     SCALED    
 AY1112* NAVD 88     -       464.491  (meters)    1523.92   (feet)  ADJUSTED  
 AY1112  ___________________________________________________________________
 AY1112  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AY1112  DYNAMIC HT  -         463.826 (meters)    1521.74  (feet)  COMP
 AY1112  MODELED GRAV-     979,196.2   (mgal)                       NAVD 88
 AY1112
 AY1112  VERT ORDER  -  SECOND    CLASS 0
 AY1112
 AY1112.The horizontal coordinates were scaled from a topographic map and have
 AY1112.an estimated accuracy of +/- 6 seconds.
 AY1112
 AY1112.The orthometric height was determined by differential leveling
 AY1112.and adjusted by the National Geodetic Survey in June 1991..
 AY1112
 AY1112.The geoid height was determined by GEOID03.
 AY1112
 AY1112.The dynamic height is computed by dividing the NAVD 88
 AY1112.geopotential number by the normal gravity value computed on the
 AY1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1112.degrees latitude (g = 980.6199 gals.).
 AY1112
 AY1112.The modeled gravity was interpolated from observed gravity values.
 AY1112
 AY1112;                    North         East    Units  Estimated Accuracy
 AY1112;SPC TXSC     - 4,233,910.      596,540.      MT  (+/- 180 meters Scaled)
 AY1112
 AY1112                          SUPERSEDED SURVEY CONTROL
 AY1112
 AY1112  NGVD 29 (??/??/92)  464.425  (m)         1523.70   (f) ADJ UNCH    2 0
 AY1112
 AY1112.Superseded values are not recommended for survey control.
 AY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1112.See file dsdata.txt to determine how the superseded data were derived.
 AY1112
 AY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU965125(NAD 83)
 AY1112_MARKER: DD = SURVEY DISK
 AY1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1112_SP_SET: BUILDING
 AY1112_STAMPING: 1531 S A 22
 AY1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1112
 AY1112  HISTORY     - Date     Condition        Report By
 AY1112  HISTORY     - UNK      MONUMENTED       USGS
 AY1112  HISTORY     - 1953     GOOD             NGS
 AY1112  HISTORY     - 1990     POOR             USPSQD
 AY1112  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1112
 AY1112                          STATION DESCRIPTION
 AY1112
 AY1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1112'0.4 MI S FROM CENTER POINT.
 AY1112'0.4 MILE SOUTH ALONG FARM ROAD 480 FROM THE TEXAS AND NEW ORLEANS
 AY1112'RAILROAD STATION AT CENTER POINT, 1 FOOT SOUTH OF THE NORTHEAST CORNER
 AY1112'OF A STUCCO BUILDING OCCUPIED BY THE EDENS IMPLEMENT COMPANY, 1.6 FEET
 AY1112'ABOVE THE SIDEWALK, SET VERTICALLY IN THE EAST WALL OF THE BUILDING.
 AY1112
 AY1112                          STATION RECOVERY (1990)
 AY1112
 AY1112'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1112'MARK RECOVERED IN POOR CONDITION.
 AY1112
 AY1112                          STATION RECOVERY (2005)
 AY1112
 AY1112'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1112'BUILDING HAS BEEN DESTROYED, SLAB IS STILL THERE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1346 ***********************************************************************
 AY1346  DESIGNATION -  S A 44
 AY1346  PID         -  AY1346
 AY1346  STATE/COUNTY-  TX/UVALDE
 AY1346  USGS QUAD   -  CONCAN (1960)
 AY1346
 AY1346                         *CURRENT SURVEY CONTROL
 AY1346  ___________________________________________________________________
 AY1346* NAD 83(1986)-  29 29 39.     (N)    099 42 23.     (W)     SCALED    
 AY1346* NAVD 88     -       379.629  (meters)    1245.50   (feet)  POSTED    
 AY1346  ___________________________________________________________________
 AY1346  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AY1346  DYNAMIC HT  -         379.070 (meters)    1243.67  (feet)  COMP
 AY1346  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 AY1346
 AY1346  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1346
 AY1346.The horizontal coordinates were scaled from a topographic map and have
 AY1346.an estimated accuracy of +/- 6 seconds.
 AY1346
 AY1346.The orthometric height was determined by differential leveling
 AY1346.and adjusted by the National Geodetic Survey in 1992..
 AY1346.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1346.rate of 1.1 thru 2.0 mm/km.
 AY1346
 AY1346.The geoid height was determined by GEOID03.
 AY1346
 AY1346.The dynamic height is computed by dividing the NAVD 88
 AY1346.geopotential number by the normal gravity value computed on the
 AY1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1346.degrees latitude (g = 980.6199 gals.).
 AY1346
 AY1346.The modeled gravity was interpolated from observed gravity values.
 AY1346
 AY1346;                    North         East    Units  Estimated Accuracy
 AY1346;SPC TXSC     - 4,184,270.      531,510.      MT  (+/- 180 meters Scaled)
 AY1346
 AY1346                          SUPERSEDED SURVEY CONTROL
 AY1346
 AY1346  NGVD 29 (??/??/92)  379.545  (m)         1245.22   (f) ADJ UNCH    2 0
 AY1346
 AY1346.Superseded values are not recommended for survey control.
 AY1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1346.See file dsdata.txt to determine how the superseded data were derived.
 AY1346
 AY1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT315629(NAD 83)
 AY1346_MARKER: P = PIPE CAP
 AY1346_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY1346_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY1346_STAMPING: S A 44 1252
 AY1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1346
 AY1346  HISTORY     - Date     Condition        Report By
 AY1346  HISTORY     - UNK      MONUMENTED       USGS
 AY1346  HISTORY     - 1953     GOOD             NGS
 AY1346  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1346
 AY1346                          STATION DESCRIPTION
 AY1346
 AY1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1346'1.0 MI SE FROM CONCAN.
 AY1346'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 127 FROM ITS JUNCTION WITH U.S.
 AY1346'HIGHWAY 83 AT CONCAN, 0.25 MILE EAST OF THE FRIO RIVER, ACROSS THE
 AY1346'HIGHWAY FROM A VACANT SCHOOLHOUSE, 287 FEET WEST OF A POWER POLE, 69
 AY1346'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 82 FEET EAST OF A FENCE
 AY1346'CORNER, 18 FEET NORTH OF A FENCE, 0.8 FOOT SOUTH OF A WITNESS POST,
 AY1346'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 AY1346'GROUND.
 AY1346
 AY1346                          STATION RECOVERY (2004)
 AY1346
 AY1346'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1643 ***********************************************************************
 FL1643  DESIGNATION -  S BOCK
 FL1643  PID         -  FL1643
 FL1643  STATE/COUNTY-  TX/HUTCHINSON
 FL1643  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL1643
 FL1643                         *CURRENT SURVEY CONTROL
 FL1643  ___________________________________________________________________
 FL1643* NAD 83(1993)-  35 43 34.92888(N)    101 14 40.01785(W)     ADJUSTED  
 FL1643* NAVD 88     -       922.     (meters)    3025.     (feet)  SCALED    
 FL1643  ___________________________________________________________________
 FL1643  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FL1643  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FL1643
 FL1643  HORZ ORDER  -  THIRD
 FL1643
 FL1643.The horizontal coordinates were established by classical geodetic methods
 FL1643.and adjusted by the National Geodetic Survey in February 1996..
 FL1643
 FL1643.The orthometric height was scaled from a topographic map.
 FL1643
 FL1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1643
 FL1643.The geoid height was determined by GEOID03.
 FL1643
 FL1643;                    North         East     Units Scale Factor Converg.
 FL1643;SPC TX N     - 1,191,549.002   223,118.966   MT  0.99992532   +0 08 53.2
 FL1643;SPC TX N     - 3,909,273.68    732,016.14   sFT  0.99992532   +0 08 53.2
 FL1643;UTM  14      - 3,955,921.861   296,999.958   MT  1.00010783   -1 18 39.7
 FL1643
 FL1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1643!SPC TX N     -   0.99985948  x   0.99992532  =   0.99978481
 FL1643!UTM  14      -   0.99985948  x   1.00010783  =   0.99996729
 FL1643
 FL1643:                Primary Azimuth Mark                     Grid Az
 FL1643:SPC TX N     -  CREACY                                   221 19 53.8
 FL1643:UTM  14      -  CREACY                                   222 47 26.7
 FL1643
 FL1643|---------------------------------------------------------------------|
 FL1643| PID    Reference Object                     Distance      Geod. Az  |
 FL1643|                                                           dddmmss.s |
 FL1643| FL1648 CREACY                              APPROX. 1.3 KM 2212847.0 |
 FL1643|---------------------------------------------------------------------|
 FL1643
 FL1643                          SUPERSEDED SURVEY CONTROL
 FL1643
 FL1643  NAD 83(1993)-  35 43 34.92972(N)    101 14 40.01643(W) AD(       ) 3
 FL1643  NAD 83(1986)-  35 43 34.93607(N)    101 14 40.00682(W) AD(       ) 3
 FL1643  NAD 27      -  35 43 34.78593(N)    101 14 38.43213(W) AD(       ) 3
 FL1643
 FL1643.Superseded values are not recommended for survey control.
 FL1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1643.See file dsdata.txt to determine how the superseded data were derived.
 FL1643
 FL1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9700055922(NAD 83)
 FL1643_MARKER: DD = SURVEY DISK
 FL1643_SETTING: 0 = UNSPECIFIED SETTING
 FL1643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1643
 FL1643  HISTORY     - Date     Condition        Report By
 FL1643  HISTORY     - 1952     MONUMENTED       USGS
 FL1643
 FL1643                          STATION DESCRIPTION
 FL1643
 FL1643'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1643'TO REACH FROM BORGER POST OFFICE, GO S. 2 BLOCKS TO THIRD STREET AND
 FL1643'STATE HIGHWAY 152.  TURN LEFT E. GO 5.9 MI. TO FARM RD. 280.  TURN
 FL1643'LEFT N., GO 7.5 MI. TO RD. ON RIGHT.  TURN RIGHT, E., GO 1.1 MI. TO
 FL1643'CATTLE GUARD AND RD. ON RIGHT JUST BEYOND CATTLE GUARD.  TURN RIGHT
 FL1643'SE., GO 0.4 MI. TO HEAD OF DRAIN.  TURN LEFT E., GO 0.25 MI. TO
 FL1643'WINDMILL.  CONTINUE ON RD. E. 0.35 MI. LEAVE RD., TURN RIGHT S., GO
 FL1643'DOWN OFF RIDGE 0.35 MI. TO SANDY DRAIN.  CONTINUE S. 0.35 MI. TO TOP
 FL1643'OF SMALL  KNOB AND STATION ABOUT 45 FT. N. OF E-W. FENCE.
 FL1643'
 FL1643'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED --- S-BOCK
 FL1643'1952---.
 FL1643'
 FL1643'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1621 ***********************************************************************
 FL1621  DESIGNATION -  S CURVE
 FL1621  PID         -  FL1621
 FL1621  STATE/COUNTY-  TX/HUTCHINSON
 FL1621  USGS QUAD   -  ADOBE CREEK SW (1971)
 FL1621
 FL1621                         *CURRENT SURVEY CONTROL
 FL1621  ___________________________________________________________________
 FL1621* NAD 83(1993)-  35 45 20.83846(N)    101 14 41.53415(W)     ADJUSTED  
 FL1621* NAVD 88     -       872.     (meters)    2861.     (feet)  SCALED    
 FL1621  ___________________________________________________________________
 FL1621  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FL1621  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FL1621
 FL1621  HORZ ORDER  -  THIRD
 FL1621
 FL1621.The horizontal coordinates were established by classical geodetic methods
 FL1621.and adjusted by the National Geodetic Survey in February 1996..
 FL1621
 FL1621.The orthometric height was scaled from a topographic map.
 FL1621
 FL1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1621
 FL1621.The geoid height was determined by GEOID03.
 FL1621
 FL1621;                    North         East     Units Scale Factor Converg.
 FL1621;SPC TX N     - 1,194,812.852   223,072.439   MT  0.99992821   +0 08 52.3
 FL1621;SPC TX N     - 3,919,981.83    731,863.49   sFT  0.99992821   +0 08 52.3
 FL1621;UTM  14      - 3,959,186.427   297,036.589   MT  1.00010764   -1 18 43.9
 FL1621
 FL1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1621!SPC TX N     -   0.99986733  x   0.99992821  =   0.99979555
 FL1621!UTM  14      -   0.99986733  x   1.00010764  =   0.99997496
 FL1621
 FL1621:                Primary Azimuth Mark                     Grid Az
 FL1621:SPC TX N     -  WHITE                                    199 11 04.8
 FL1621:UTM  14      -  WHITE                                    200 38 41.0
 FL1621
 FL1621|---------------------------------------------------------------------|
 FL1621| PID    Reference Object                     Distance      Geod. Az  |
 FL1621|                                                           dddmmss.s |
 FL1621| FL1647 WHITE                               APPROX. 2.2 KM 1991957.1 |
 FL1621|---------------------------------------------------------------------|
 FL1621
 FL1621                          SUPERSEDED SURVEY CONTROL
 FL1621
 FL1621  NAD 83(1993)-  35 45 20.83915(N)    101 14 41.53284(W) AD(       ) 3
 FL1621  NAD 83(1986)-  35 45 20.84576(N)    101 14 41.52296(W) AD(       ) 3
 FL1621  NAD 27      -  35 45 20.69786(N)    101 14 39.94824(W) AD(       ) 3
 FL1621
 FL1621.Superseded values are not recommended for survey control.
 FL1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1621.See file dsdata.txt to determine how the superseded data were derived.
 FL1621
 FL1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9703759186(NAD 83)
 FL1621_MARKER: DD = SURVEY DISK
 FL1621_SETTING: 0 = UNSPECIFIED SETTING
 FL1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1621
 FL1621  HISTORY     - Date     Condition        Report By
 FL1621  HISTORY     - 1952     MONUMENTED       USGS
 FL1621
 FL1621                          STATION DESCRIPTION
 FL1621
 FL1621'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1621'TO REACH FROM BORGER POST OFFICE GO S., 2 BLOCKS TO THIRD STREET AND
 FL1621'STATE HIGHWAY 152.  TURN LEFT, E., GO 5.9 MI. TO FARM RD. NO. 280.
 FL1621'TURN LEFT, N. GO 7.5 MI. TO RD. ON RIGHT.  TURN RIGHT E.,GO 1.1 MI. TO
 FL1621'CATTLE GUARD.  FOLLOW MAIN RD. NE. 0.9 MI. TO CATTLE GUARD AT ENTRANCE
 FL1621'TO RANCH YARD.  GO THROUGH YARD, TO LEFT OF CORRAL, 0.5 MI. ALONG NS.
 FL1621'FENCE TO GATE.  GO THROUGH GATE, FOLLOW RD. NE. 0.3 MI. TO SMALL KNOLL
 FL1621'OF LEFT AND STATION ABOUT 50 FT. N. OF RD.
 FL1621'
 FL1621'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED --- S-CURVE
 FL1621'1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1649 ***********************************************************************
 FL1649  DESIGNATION -  S HAILE
 FL1649  PID         -  FL1649
 FL1649  STATE/COUNTY-  TX/HUTCHINSON
 FL1649  USGS QUAD   -  PHILLIPS (1978)
 FL1649
 FL1649                         *CURRENT SURVEY CONTROL
 FL1649  ___________________________________________________________________
 FL1649* NAD 83(1993)-  35 40 29.12386(N)    101 15 19.16832(W)     ADJUSTED  
 FL1649* NAVD 88     -       917.     (meters)    3009.     (feet)  SCALED    
 FL1649  ___________________________________________________________________
 FL1649  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 FL1649  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 FL1649
 FL1649  HORZ ORDER  -  THIRD
 FL1649
 FL1649.The horizontal coordinates were established by classical geodetic methods
 FL1649.and adjusted by the National Geodetic Survey in February 1996..
 FL1649
 FL1649.The orthometric height was scaled from a topographic map.
 FL1649
 FL1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1649
 FL1649.The geoid height was determined by GEOID03.
 FL1649
 FL1649;                    North         East     Units Scale Factor Converg.
 FL1649;SPC TX N     - 1,185,820.385   222,149.296   MT  0.99992089   +0 08 30.5
 FL1649;SPC TX N     - 3,890,479.05    728,834.82   sFT  0.99992089   +0 08 30.5
 FL1649;UTM  14      - 3,950,218.708   295,884.601   MT  1.00011343   -1 18 56.6
 FL1649
 FL1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1649!SPC TX N     -   0.99986025  x   0.99992089  =   0.99978115
 FL1649!UTM  14      -   0.99986025  x   1.00011343  =   0.99997366
 FL1649
 FL1649:                Primary Azimuth Mark                     Grid Az
 FL1649:SPC TX N     -  HARVEY                                   328 26 25.2
 FL1649:UTM  14      -  HARVEY                                   329 53 52.3
 FL1649
 FL1649|---------------------------------------------------------------------|
 FL1649| PID    Reference Object                     Distance      Geod. Az  |
 FL1649|                                                           dddmmss.s |
 FL1649| FL1651 HARVEY                              APPROX. 2.2 KM 3283455.7 |
 FL1649|---------------------------------------------------------------------|
 FL1649
 FL1649                          SUPERSEDED SURVEY CONTROL
 FL1649
 FL1649  NAD 83(1993)-  35 40 29.12500(N)    101 15 19.16662(W) AD(       ) 3
 FL1649  NAD 83(1986)-  35 40 29.13089(N)    101 15 19.15754(W) AD(       ) 3
 FL1649  NAD 27      -  35 40 28.97687(N)    101 15 17.58115(W) AD(       ) 3
 FL1649
 FL1649.Superseded values are not recommended for survey control.
 FL1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1649.See file dsdata.txt to determine how the superseded data were derived.
 FL1649
 FL1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9588550219(NAD 83)
 FL1649_MARKER: DD = SURVEY DISK
 FL1649_SETTING: 0 = UNSPECIFIED SETTING
 FL1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1649
 FL1649  HISTORY     - Date     Condition        Report By
 FL1649  HISTORY     - 1952     MONUMENTED       USGS
 FL1649
 FL1649                          STATION DESCRIPTION
 FL1649
 FL1649'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1649'TO REACH FROM BORGER POST OFFICE,  GO S. 2 BLOCKS TO THIRD STREET AND
 FL1649'STATE HIGHWAY 152.  TURN LEFT, E., GO 5.9 MI. TO FARM RD. 280.  TURN
 FL1649'LEFT N., GO 3.3 MI. RD. ON RIGHT.  TURN RIGHT E., GO 1.2 MI. TO CURVE
 FL1649'TO LEFT.  CONTINUE E. ALONG FENCE ABOUT 200 FT. TO STATION, 4 FT. N.
 FL1649'OF FENCE.
 FL1649'
 FL1649'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED ---S-HAILE
 FL1649'1952---.
 FL1649'
 FL1649'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0128 ***********************************************************************
 BL0128  DESIGNATION -  S L 10
 BL0128  PID         -  BL0128
 BL0128  STATE/COUNTY-  TX/JASPER
 BL0128  USGS QUAD   -  PACE HILL (1984)
 BL0128
 BL0128                         *CURRENT SURVEY CONTROL
 BL0128  ___________________________________________________________________
 BL0128* NAD 83(1986)-  30 58 49.     (N)    094 14 30.     (W)     SCALED    
 BL0128* NAVD 88     -        30.29   (+/-2cm)      99.4    (feet)  VERTCON   
 BL0128  ___________________________________________________________________
 BL0128  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BL0128
 BL0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0128
 BL0128.The horizontal coordinates were scaled from a topographic map and have
 BL0128.an estimated accuracy of +/- 6 seconds.
 BL0128
 BL0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0128.The vertical order pertains to the NGVD 29 superseded value.
 BL0128
 BL0128.The geoid height was determined by GEOID03.
 BL0128
 BL0128;                    North         East    Units  Estimated Accuracy
 BL0128;SPC TX C     - 3,161,550.    1,281,540.      MT  (+/- 180 meters Scaled)
 BL0128
 BL0128                          SUPERSEDED SURVEY CONTROL
 BL0128
 BL0128  NGVD 29 (??/??/92)   30.297  (m)           99.40   (f) ADJ UNCH    2 0
 BL0128
 BL0128.Superseded values are not recommended for survey control.
 BL0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0128.See file dsdata.txt to determine how the superseded data were derived.
 BL0128
 BL0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ814280(NAD 83)
 BL0128_MARKER: DD = SURVEY DISK
 BL0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0128_STAMPING: DAM B SL 10 1951 FORT WORTH DIST
 BL0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0128+STABILITY: SURFACE MOTION
 BL0128
 BL0128  HISTORY     - Date     Condition        Report By
 BL0128  HISTORY     - 1951     MONUMENTED       DOD
 BL0128  HISTORY     - 1952     GOOD             NGS
 BL0128  HISTORY     - 1978     GOOD             USGS
 BL0128
 BL0128                          STATION DESCRIPTION
 BL0128
 BL0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0128'18.55 MI NW FROM JASPER.
 BL0128'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0128'THENCE 7.75 MILES NORTHWEST ALONG STATE HIGHWAY 63, THENCE 2.85 MILES
 BL0128'SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.45 MILES WEST ALONG A
 BL0128'WOODS ROAD, ON THE EAST BANK OF THE NECHES RIVER, 114 YARDS WEST OF A
 BL0128'FENCE, 56 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE WOODS ROAD,
 BL0128'2.6 FEET NORTHWEST OF A 14 INCH ELM TREE WITH A 14 INCH RED BAND
 BL0128'PAINTED AROUND IT, 1.3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 BL0128'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL0128
 BL0128                          STATION RECOVERY (1978)
 BL0128
 BL0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0128'JASPER, JUNCTION OF U. S. HWY. 96 WITH U. S. HWY. 190 AND STATE
 BL0128'HIGHWAY 63, THENCE 14.6 MILES WEST ALONG STATE HIGHWAY 63 TO F. M.
 BL0128'ROAD 255, THENCE 4.7 MILES SOUTHWEST ALONG F. M. ROAD 255 TO A Y-RD.,
 BL0128'THENCE SOUTHWEST ALONG GRADED DIRT ROAD 0.25 MILES TO A TRIPLE ROAD
 BL0128'FORK, THENCE WEST ALONG ROAD FORK TO RIGHT FOR 1.45 MILES TO A CABIN.
 BL0128'ABOUT 100 FEET EAST OF THE EAST BANK OF THE NECHES RIVER. 9 FT. N.
 BL0128'AND 6 FT. W. OF THE NW CORNER OF THE CABIN. IN A CONCRETE POST
 BL0128'PROJECTING 0.7 FT. ABOVE GROUND. STANDARD TABLET STAMPED DAM B SL 10
 BL0128'1951 FORT WORTH DIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0116 ***********************************************************************
 BL0116  DESIGNATION -  S L 11
 BL0116  PID         -  BL0116
 BL0116  STATE/COUNTY-  TX/JASPER
 BL0116  USGS QUAD   -  PACE HILL (1984)
 BL0116
 BL0116                         *CURRENT SURVEY CONTROL
 BL0116  ___________________________________________________________________
 BL0116* NAD 83(1986)-  30 55 23.     (N)    094 09 25.     (W)     SCALED    
 BL0116* NAVD 88     -        25.93   (+/-2cm)      85.1    (feet)  VERTCON   
 BL0116  ___________________________________________________________________
 BL0116  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0116
 BL0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0116
 BL0116.The horizontal coordinates were scaled from a topographic map and have
 BL0116.an estimated accuracy of +/- 6 seconds.
 BL0116
 BL0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0116.The vertical order pertains to the NGVD 29 superseded value.
 BL0116
 BL0116.The geoid height was determined by GEOID03.
 BL0116
 BL0116;                    North         East    Units  Estimated Accuracy
 BL0116;SPC TX C     - 3,155,660.    1,289,970.      MT  (+/- 180 meters Scaled)
 BL0116
 BL0116                          SUPERSEDED SURVEY CONTROL
 BL0116
 BL0116  NGVD 29 (??/??/92)   25.938  (m)           85.10   (f) ADJ UNCH    2 0
 BL0116
 BL0116.Superseded values are not recommended for survey control.
 BL0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0116.See file dsdata.txt to determine how the superseded data were derived.
 BL0116
 BL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ894216(NAD 83)
 BL0116_MARKER: DD = SURVEY DISK
 BL0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0116_STAMPING: DAM B S L 11 1951 FORT WORTH DIST
 BL0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0116+STABILITY: SURFACE MOTION
 BL0116
 BL0116  HISTORY     - Date     Condition        Report By
 BL0116  HISTORY     - 1951     MONUMENTED       DOD
 BL0116  HISTORY     - 1952     GOOD             NGS
 BL0116  HISTORY     - 1978     MARK NOT FOUND   USGS
 BL0116
 BL0116                          STATION DESCRIPTION
 BL0116
 BL0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0116'9.0 MI NW FROM JASPER.
 BL0116'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0116'THENCE 0.65 MILE WEST ALONG AN OILED ROAD, THENCE 1.85 MILES WEST
 BL0116'ALONG A GRADED DIRT ROAD, 353 FEET WEST OF THE WEST SIDE OF THE J.R.
 BL0116'BURNS HOUSE, 147 FEET SOUTHWEST OF BENCH MARK S L 11 R E (C. OF E.),
 BL0116'60 FEET EAST OF THE EAST EDGE OF THE ANGELINA RIVER, 6 FEET WEST OF AN
 BL0116'18 INCH TREE WITH A RED BAND PAINTED AROUND IT, 1.2 FEET SOUTHEAST OF
 BL0116'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BL0116'FOOT ABOVE THE GROUND.
 BL0116
 BL0116                          STATION RECOVERY (1978)
 BL0116
 BL0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0115 ***********************************************************************
 BL0115  DESIGNATION -  S L 11 R E
 BL0115  PID         -  BL0115
 BL0115  STATE/COUNTY-  TX/JASPER
 BL0115  USGS QUAD   -  PACE HILL (1984)
 BL0115
 BL0115                         *CURRENT SURVEY CONTROL
 BL0115  ___________________________________________________________________
 BL0115* NAD 83(1986)-  30 55 25.     (N)    094 09 25.     (W)     SCALED    
 BL0115* NAVD 88     -        28.35   (+/-2cm)      93.0    (feet)  VERTCON   
 BL0115  ___________________________________________________________________
 BL0115  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0115
 BL0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0115
 BL0115.The horizontal coordinates were scaled from a topographic map and have
 BL0115.an estimated accuracy of +/- 6 seconds.
 BL0115
 BL0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0115.The vertical order pertains to the NGVD 29 superseded value.
 BL0115
 BL0115.The geoid height was determined by GEOID03.
 BL0115
 BL0115;                    North         East    Units  Estimated Accuracy
 BL0115;SPC TX C     - 3,155,720.    1,289,970.      MT  (+/- 180 meters Scaled)
 BL0115
 BL0115                          SUPERSEDED SURVEY CONTROL
 BL0115
 BL0115  NGVD 29 (??/??/92)   28.353  (m)           93.02   (f) ADJ UNCH    2 0
 BL0115
 BL0115.Superseded values are not recommended for survey control.
 BL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0115.See file dsdata.txt to determine how the superseded data were derived.
 BL0115
 BL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ894217(NAD 83)
 BL0115_MARKER: DD = SURVEY DISK
 BL0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0115_STAMPING: DAM B 1951 S L 11 R E FORT WORTH DIST
 BL0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0115+STABILITY: SURFACE MOTION
 BL0115
 BL0115  HISTORY     - Date     Condition        Report By
 BL0115  HISTORY     - 1951     MONUMENTED       DOD
 BL0115  HISTORY     - 1952     GOOD             NGS
 BL0115  HISTORY     - 1978     MARK NOT FOUND   USGS
 BL0115
 BL0115                          STATION DESCRIPTION
 BL0115
 BL0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0115'9.0 MI NW FROM JASPER.
 BL0115'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0115'THENCE 0.65 MILE WEST ALONG AN OILED ROAD, THENCE 1.85 MILES WEST
 BL0115'ALONG A GRADED DIRT ROAD, 206 FEET WEST OF THE J.R. BURNS HOUSE, 276
 BL0115'FEET EAST OF THE EAST EDGE OF THE ANGELINA RIVER, 116 FEET WEST OF A
 BL0115'FENCE CORNER, 40 FEET SOUTHEAST OF AN 8 INCH PINE TREE WITH A RED BAND
 BL0115'PAINTED AROUND IT, 48 FEET SOUTHWEST OF THE CENTER LINE OF A WOODS
 BL0115'ROAD LEADING TO THE RIVER, 1.3 FEET WEST OF A WITNESS POST, SET IN THE
 BL0115'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BL0115
 BL0115                          STATION RECOVERY (1978)
 BL0115
 BL0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0129 ***********************************************************************
 BL0129  DESIGNATION -  S R 10
 BL0129  PID         -  BL0129
 BL0129  STATE/COUNTY-  TX/TYLER
 BL0129  USGS QUAD   -  PACE HILL (1984)
 BL0129
 BL0129                         *CURRENT SURVEY CONTROL
 BL0129  ___________________________________________________________________
 BL0129* NAD 83(1986)-  30 58 46.     (N)    094 14 34.     (W)     SCALED    
 BL0129* NAVD 88     -        30.43   (+/-2cm)      99.8    (feet)  VERTCON   
 BL0129  ___________________________________________________________________
 BL0129  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BL0129
 BL0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0129
 BL0129.The horizontal coordinates were scaled from a topographic map and have
 BL0129.an estimated accuracy of +/- 6 seconds.
 BL0129
 BL0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0129.The vertical order pertains to the NGVD 29 superseded value.
 BL0129
 BL0129.The geoid height was determined by GEOID03.
 BL0129
 BL0129;                    North         East    Units  Estimated Accuracy
 BL0129;SPC TX C     - 3,161,450.    1,281,440.      MT  (+/- 180 meters Scaled)
 BL0129
 BL0129                          SUPERSEDED SURVEY CONTROL
 BL0129
 BL0129  NGVD 29 (??/??/92)   30.439  (m)           99.87   (f) ADJ UNCH    2 0
 BL0129
 BL0129.Superseded values are not recommended for survey control.
 BL0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0129.See file dsdata.txt to determine how the superseded data were derived.
 BL0129
 BL0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ813279(NAD 83)
 BL0129_MARKER: DD = SURVEY DISK
 BL0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0129_STAMPING: DAM B 1951 FORT WORTH DIST S.R 10
 BL0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0129+STABILITY: SURFACE MOTION
 BL0129
 BL0129  HISTORY     - Date     Condition        Report By
 BL0129  HISTORY     - 1951     MONUMENTED       DOD
 BL0129  HISTORY     - 1952     GOOD             NGS
 BL0129
 BL0129                          STATION DESCRIPTION
 BL0129
 BL0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0129'10.25 MI SE FROM ROCKLAND.
 BL0129'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BL0129'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BL0129'DIRT ROAD, THENCE 5.4 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 0.75
 BL0129'MILE NORTHEAST ALONG A WOODS ROAD, THENCE 0.35 MILE SOUTHEAST ALONG AN
 BL0129'ABANDONED WOODS ROAD, THENCE 0.4 MILE EAST ALONG AN ABANDONED WOODS
 BL0129'ROAD, THENCE 0.35 MILE NORTHEAST ALONG AN ABANDONED WOODS ROAD, ON THE
 BL0129'SOUTHWEST BANK OF THE NECHES RIVER, 90 FEET SOUTHWEST OF THE SOUTHWEST
 BL0129'EDGE OF THE RIVER BANK, 34 FEET NORTHEAST OF A 14 INCH PINE TREE WITH
 BL0129'A 12 INCH RED BAND PAINTED ON IT, SET IN THE TOP OF A CONCRETE POST
 BL0129'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0117 ***********************************************************************
 BL0117  DESIGNATION -  S R 11
 BL0117  PID         -  BL0117
 BL0117  STATE/COUNTY-  TX/JASPER
 BL0117  USGS QUAD   -  PACE HILL (1984)
 BL0117
 BL0117                         *CURRENT SURVEY CONTROL
 BL0117  ___________________________________________________________________
 BL0117* NAD 83(1986)-  30 55 24.     (N)    094 09 31.     (W)     SCALED    
 BL0117* NAVD 88     -        28.85   (+/-2cm)      94.7    (feet)  VERTCON   
 BL0117  ___________________________________________________________________
 BL0117  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0117
 BL0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0117
 BL0117.The horizontal coordinates were scaled from a topographic map and have
 BL0117.an estimated accuracy of +/- 6 seconds.
 BL0117
 BL0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0117.The vertical order pertains to the NGVD 29 superseded value.
 BL0117
 BL0117.The geoid height was determined by GEOID03.
 BL0117
 BL0117;                    North         East    Units  Estimated Accuracy
 BL0117;SPC TX C     - 3,155,680.    1,289,810.      MT  (+/- 180 meters Scaled)
 BL0117
 BL0117                          SUPERSEDED SURVEY CONTROL
 BL0117
 BL0117  NGVD 29 (??/??/92)   28.858  (m)           94.68   (f) ADJ UNCH    2 0
 BL0117
 BL0117.Superseded values are not recommended for survey control.
 BL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0117.See file dsdata.txt to determine how the superseded data were derived.
 BL0117
 BL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ893216(NAD 83)
 BL0117_MARKER: DD = SURVEY DISK
 BL0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0117_STAMPING: DAM B 1951 SR 11 FORT WORTH DIST
 BL0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0117+STABILITY: SURFACE MOTION
 BL0117
 BL0117  HISTORY     - Date     Condition        Report By
 BL0117  HISTORY     - 1951     MONUMENTED       DOD
 BL0117  HISTORY     - 1952     GOOD             NGS
 BL0117
 BL0117                          STATION DESCRIPTION
 BL0117
 BL0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0117'21.65 MI NW FROM JASPER.
 BL0117'14.25 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BL0117'JASPER, THENCE 1.95 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BL0117'0.7 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTHEAST
 BL0117'ALONG A GRADED DIRT ROAD, THENCE 3.85 MILES SOUTHEAST ALONG AN
 BL0117'ABANDONED WOODS ROAD, ON THE SOUTHWEST BANK OF THE ANGELINA RIVER, 18
 BL0117'FEET SOUTH OF A 15 INCH GUM TREE WITH A 12 INCH RED BAND PAINTED
 BL0117'AROUND IT, 10 FEET NORTHWEST OF A 30 INCH OAK TREE, 167 FEET NORTHEAST
 BL0117'OF BENCH MARK U 99, 1.5 FEET SOUTHEAST OF A WITNESS POST, 26 FEET
 BL0117'SOUTHEAST OF THE CENTER LINE OF A FOOT PATH LEADING TO THE RIVER, SET
 BL0117'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BL0117'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1642 ***********************************************************************
 FL1642  DESIGNATION -  S TRIM
 FL1642  PID         -  FL1642
 FL1642  STATE/COUNTY-  TX/HUTCHINSON
 FL1642  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL1642
 FL1642                         *CURRENT SURVEY CONTROL
 FL1642  ___________________________________________________________________
 FL1642* NAD 83(1993)-  35 42 07.14778(N)    101 14 34.72957(W)     ADJUSTED  
 FL1642* NAVD 88     -       922.     (meters)    3025.     (feet)  SCALED    
 FL1642  ___________________________________________________________________
 FL1642  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FL1642  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 FL1642
 FL1642  HORZ ORDER  -  THIRD
 FL1642
 FL1642.The horizontal coordinates were established by classical geodetic methods
 FL1642.and adjusted by the National Geodetic Survey in February 1996..
 FL1642
 FL1642.The orthometric height was scaled from a topographic map.
 FL1642
 FL1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1642
 FL1642.The geoid height was determined by GEOID03.
 FL1642
 FL1642;                    North         East     Units Scale Factor Converg.
 FL1642;SPC TX N     - 1,188,844.105   223,258.892   MT  0.99992313   +0 08 56.2
 FL1642;SPC TX N     - 3,900,399.37    732,475.21   sFT  0.99992313   +0 08 56.2
 FL1642;UTM  14      - 3,953,213.782   297,070.994   MT  1.00010747   -1 18 33.8
 FL1642
 FL1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1642!SPC TX N     -   0.99985947  x   0.99992313  =   0.99978261
 FL1642!UTM  14      -   0.99985947  x   1.00010747  =   0.99996692
 FL1642
 FL1642:                Primary Azimuth Mark                     Grid Az
 FL1642:SPC TX N     -  CREACY                                   329 55 31.9
 FL1642:UTM  14      -  CREACY                                   331 23 01.9
 FL1642
 FL1642|---------------------------------------------------------------------|
 FL1642| PID    Reference Object                     Distance      Geod. Az  |
 FL1642|                                                           dddmmss.s |
 FL1642| FL1648 CREACY                              APPROX. 2.0 KM 3300428.1 |
 FL1642|---------------------------------------------------------------------|
 FL1642
 FL1642                          SUPERSEDED SURVEY CONTROL
 FL1642
 FL1642  NAD 83(1993)-  35 42 07.14877(N)    101 14 34.72805(W) AD(       ) 3
 FL1642  NAD 83(1986)-  35 42 07.15487(N)    101 14 34.71864(W) AD(       ) 3
 FL1642  NAD 27      -  35 42 07.00293(N)    101 14 33.14392(W) AD(       ) 3
 FL1642
 FL1642.Superseded values are not recommended for survey control.
 FL1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1642.See file dsdata.txt to determine how the superseded data were derived.
 FL1642
 FL1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9707153214(NAD 83)
 FL1642_MARKER: DD = SURVEY DISK
 FL1642_SETTING: 0 = UNSPECIFIED SETTING
 FL1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1642
 FL1642  HISTORY     - Date     Condition        Report By
 FL1642  HISTORY     - 1952     MONUMENTED       USGS
 FL1642
 FL1642                          STATION DESCRIPTION
 FL1642
 FL1642'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1642'TO REACH FROM BORGER POST OFFICE GO S., 2 BLOCKS TO THIRD STREET AND
 FL1642'STATE HIGHWAY 152.  TURN LEFT E., GO 5.9 MI. TO FARM RD. 280.  TURN
 FL1642'LEFT N., GO 4.2 MI. TO WIDE CURVE TO LEFT, N., ABOUT 0.2 MI. BEYOND
 FL1642'GROCERY STORE ON CORNER, AND RD. ON RIGHT.  GO STRAIGHT E., 1.6 MI.
 FL1642'TO RD. FORK.  TAKE LEFT FORK, GO E. 0.7 MI. TO RD. ON LEFT.  TURN LEFT
 FL1642'N., GO 0.05 MI. TO RD. FORK.  TAKE LEFT FORK, GO NW. 0.2 MI. TO RD.
 FL1642'FORK.  TAKE RIGHT FORK, GO N., 0.2 MI. TO CURVE TO RIGHT E., GO
 FL1642'STRAIGHT TO N., ABOUT 100 FT. TO STATION.
 FL1642'
 FL1642'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED ---S-TRIM
 FL1642'1952---.
 FL1642'
 FL1642'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0881 ***********************************************************************
 AY0881  DESIGNATION -  S U 35
 AY0881  PID         -  AY0881
 AY0881  STATE/COUNTY-  TX/MEDINA
 AY0881  USGS QUAD   -  LA COSTE (1982)
 AY0881
 AY0881                         *CURRENT SURVEY CONTROL
 AY0881  ___________________________________________________________________
 AY0881* NAD 83(1986)-  29 18 36.     (N)    098 48 52.     (W)     SCALED    
 AY0881* NAVD 88     -       221.005  (meters)     725.08   (feet)  ADJUSTED  
 AY0881  ___________________________________________________________________
 AY0881  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AY0881  DYNAMIC HT  -         220.687 (meters)     724.04  (feet)  COMP
 AY0881  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 AY0881
 AY0881  VERT ORDER  -  FIRST     CLASS II
 AY0881
 AY0881.The horizontal coordinates were scaled from a topographic map and have
 AY0881.an estimated accuracy of +/- 6 seconds.
 AY0881
 AY0881.The orthometric height was determined by differential leveling
 AY0881.and adjusted by the National Geodetic Survey in June 1991..
 AY0881
 AY0881.The geoid height was determined by GEOID03.
 AY0881
 AY0881.The dynamic height is computed by dividing the NAVD 88
 AY0881.geopotential number by the normal gravity value computed on the
 AY0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0881.degrees latitude (g = 980.6199 gals.).
 AY0881
 AY0881.The modeled gravity was interpolated from observed gravity values.
 AY0881
 AY0881;                    North         East    Units  Estimated Accuracy
 AY0881;SPC TXSC     - 4,163,670.      618,020.      MT  (+/- 180 meters Scaled)
 AY0881
 AY0881                          SUPERSEDED SURVEY CONTROL
 AY0881
 AY0881  NGVD 29 (??/??/92)  220.876  (m)          724.66   (f) ADJ UNCH    1 2
 AY0881
 AY0881.Superseded values are not recommended for survey control.
 AY0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0881.See file dsdata.txt to determine how the superseded data were derived.
 AY0881
 AY0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT180423(NAD 83)
 AY0881_MARKER: Z = SEE DESCRIPTION
 AY0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0881_SP_SET: PEDESTAL
 AY0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0881
 AY0881  HISTORY     - Date     Condition        Report By
 AY0881  HISTORY     - UNK      MONUMENTED       CGS
 AY0881  HISTORY     - 1957     GOOD             NGS
 AY0881  HISTORY     - 19940728 GOOD             USPSQD
 AY0881  HISTORY     - 19970210 GOOD             USPSQD
 AY0881  HISTORY     - 20020218 GOOD             USPSQD
 AY0881
 AY0881                          STATION DESCRIPTION
 AY0881
 AY0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0881'IN LACOSTE.
 AY0881'AT LACOSTE, 138.4 FEET WEST OF THE NORTHWEST CORNER OF THE TEXAS AND
 AY0881'NEW ORLEANS RAILROAD STATION, 9 POLES WEST OF MILEPOST 234, 23 FEET
 AY0881'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 1.5 FEET ABOVE THE GROUND,
 AY0881'CUT IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE
 AY0881'PEDESTAL OF A WATER TANK.
 AY0881
 AY0881                          STATION RECOVERY (1994)
 AY0881
 AY0881'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0881'RECOVERED IN GOOD CONDITION.
 AY0881
 AY0881                          STATION RECOVERY (1997)
 AY0881
 AY0881'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0881'RECOVERED IN GOOD CONDITION.
 AY0881
 AY0881                          STATION RECOVERY (2002)
 AY0881
 AY0881'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1592 ***********************************************************************
 AX1592  DESIGNATION -  SA 198
 AX1592  PID         -  AX1592
 AX1592  STATE/COUNTY-  TX/GONZALES
 AX1592  USGS QUAD   -  GONZALES NORTH (1981)
 AX1592
 AX1592                         *CURRENT SURVEY CONTROL
 AX1592  ___________________________________________________________________
 AX1592* NAD 83(1986)-  29 30 04.     (N)    097 27 08.     (W)     SCALED    
 AX1592* NAVD 88     -        88.70   (+/-2cm)     291.0    (feet)  VERTCON   
 AX1592  ___________________________________________________________________
 AX1592  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AX1592
 AX1592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1592
 AX1592.The horizontal coordinates were scaled from a topographic map and have
 AX1592.an estimated accuracy of +/- 6 seconds.
 AX1592
 AX1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1592.The vertical order pertains to the NGVD 29 superseded value.
 AX1592
 AX1592.The geoid height was determined by GEOID03.
 AX1592
 AX1592;                    North         East    Units  Estimated Accuracy
 AX1592;SPC TXSC     - 4,185,830.      750,060.      MT  (+/- 180 meters Scaled)
 AX1592
 AX1592                          SUPERSEDED SURVEY CONTROL
 AX1592
 AX1592  NGVD 29 (??/??/92)   88.666  (m)          290.90   (f) ADJ UNCH    2 0
 AX1592
 AX1592.Superseded values are not recommended for survey control.
 AX1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1592.See file dsdata.txt to determine how the superseded data were derived.
 AX1592
 AX1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT500645(NAD 83)
 AX1592_MARKER: DD = SURVEY DISK
 AX1592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1592_SP_SET: WINDOW SILL
 AX1592_STAMPING: 198 SA 1935
 AX1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX1592+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AX1592
 AX1592  HISTORY     - Date     Condition        Report By
 AX1592  HISTORY     - 1935     MONUMENTED       USGS
 AX1592  HISTORY     - 1943     GOOD             NGS
 AX1592  HISTORY     - 1988     GOOD             USPSQD
 AX1592  HISTORY     - 20031001 GOOD             USPSQD
 AX1592  HISTORY     - 20050120 GOOD             USPSQD
 AX1592
 AX1592                          STATION DESCRIPTION
 AX1592
 AX1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1592'IN GONZALES.
 AX1592'AT GONZALES, GONZALES COUNTY, AT THE COUNTY COURTHOUSE, 3.3 FEET
 AX1592'NORTHEAST OF THE NORTHEAST EDGE OF THE NORTHWEST ENTRANCE, IN THE
 AX1592'CENTER OF THE NORTHWEST FACE OF A STONE SILL OVER A BASEMENT WINDOW,
 AX1592'0.6 FOOT BELOW THE TOP EDGE OF THE SILL, AND 2.9 FEET ABOVE THE
 AX1592'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED SA
 AX1592'198 299 AND SET VERTICALLY.
 AX1592
 AX1592                          STATION RECOVERY (1988)
 AX1592
 AX1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1592'RECOVERED IN GOOD CONDITION.
 AX1592
 AX1592                          STATION RECOVERY (2003)
 AX1592
 AX1592'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1592'RECOVERED IN GOOD CONDITION.
 AX1592
 AX1592                          STATION RECOVERY (2005)
 AX1592
 AX1592'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2041 ***********************************************************************
 AY2041  DESIGNATION -  SA 22 USGS 1972
 AY2041  PID         -  AY2041
 AY2041  STATE/COUNTY-  TX/ZAVALA
 AY2041  USGS QUAD   -  BATESVILLE HILL (1971)
 AY2041
 AY2041                         *CURRENT SURVEY CONTROL
 AY2041  ___________________________________________________________________
 AY2041* NAD 83(1993)-  29 01 48.09385(N)    099 43 01.66071(W)     ADJUSTED  
 AY2041* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 AY2041  ___________________________________________________________________
 AY2041  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AY2041  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AY2041
 AY2041  HORZ ORDER  -  SECOND
 AY2041
 AY2041.The horizontal coordinates were established by classical geodetic methods
 AY2041.and adjusted by the National Geodetic Survey in February 1996..
 AY2041
 AY2041.The orthometric height was scaled from a topographic map.
 AY2041
 AY2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2041
 AY2041.The geoid height was determined by GEOID03.
 AY2041
 AY2041;                    North         East     Units Scale Factor Converg.
 AY2041;SPC TXSC     - 4,132,839.962   530,153.045   MT  0.99987731   -0 21 04.8
 AY2041;SPC TXSC     -13,559,159.11  1,739,343.78   sFT  0.99987731   -0 21 04.8
 AY2041;UTM  14      - 3,211,524.323   430,171.007   MT  0.99966017   -0 20 52.8
 AY2041
 AY2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2041!SPC TXSC     -   0.99995791  x   0.99987731  =   0.99983522
 AY2041!UTM  14      -   0.99995791  x   0.99966017  =   0.99961809
 AY2041
 AY2041                          SUPERSEDED SURVEY CONTROL
 AY2041
 AY2041  NAD 83(1986)-  29 01 48.09186(N)    099 43 01.64018(W) AD(       ) 2
 AY2041  NAD 27      -  29 01 47.20942(N)    099 43 00.44191(W) AD(       ) 2
 AY2041
 AY2041.Superseded values are not recommended for survey control.
 AY2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2041.See file dsdata.txt to determine how the superseded data were derived.
 AY2041
 AY2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3017111524(NAD 83)
 AY2041_MARKER: P = PIPE CAP
 AY2041_SETTING: 0 = UNSPECIFIED SETTING
 AY2041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY2041
 AY2041  HISTORY     - Date     Condition        Report By
 AY2041  HISTORY     - 1972     MONUMENTED       USGS
 AY2041  HISTORY     - 1981     GOOD             LOCSUR
 AY2041  HISTORY     - 20010517 MARK NOT FOUND   USPSQD
 AY2041
 AY2041                          STATION DESCRIPTION
 AY2041
 AY2041'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (ILC)
 AY2041'THE STATION SA 22 (USGS), IS A BRONZE CAP OF THE U.S. GEOLOGICAL
 AY2041'SURVEY, STAMPED SA 22 965 FT., BOLTED TO THE TOP OF A 4-INCH IRON
 AY2041'PIPE THAT PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.  IT IS 24.8 FEET
 AY2041'SOUTHWEST OF A WITNESS POST.
 AY2041'
 AY2041'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CAMP, THE
 AY2041'DISTANCE BEING 8.378 METERS (27.49 FEET) SOUTHWEST OF STATION CAMP.
 AY2041'
 AY2041'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 57 AND FARM
 AY2041'ROAD 117 IN BATESVILLE, GO NORTHWEST ON ROAD 117 FOR 5.65 MILES TO A
 AY2041'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND GO WEST ON
 AY2041'THE CENTER ONE OF THREE TRACK ROADS FOR 0.6 MILE TO A FORK, TAKE
 AY2041'THE RIGHT FORK AND CONTINUE WEST FOR 0.5 MILE TO A CROSSROAD AT A
 AY2041'FENCE.  TURN RIGHT AND GO NORTH ON A TRACK ROAD FOR 0.85 MILE TO A
 AY2041'FENCE AND A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE,
 AY2041'AND GO WEST-SOUTHWEST FOR 1.05 MILES TO A FENCE CORNER, TURN
 AY2041'LEFT AND GO SOUTH FOR 0.1 MILE TO A DIM TRACK ROAD ON THE LEFT.
 AY2041'TURN LEFT AND GO SOUTHEAST FOR 0.05 MILE TO THE TOP OF THE HILL AND
 AY2041'THE STATION.
 AY2041
 AY2041                          STATION RECOVERY (1981)
 AY2041
 AY2041'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (MRB)
 AY2041'SA 22 965 FEET RECOVERED GOOD - BENT IN A LITTLE (NO ELEVATION
 AY2041'AVALB.)
 AY2041'
 AY2041'WITNESS POST DAMAGED, WIRED SIGN TO SAME.
 AY2041'
 AY2041'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.8 MILES NW OF
 AY2041'BATESVILLE, TEX.
 AY2041
 AY2041                          STATION RECOVERY (2001)
 AY2041
 AY2041'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY2041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0660 ***********************************************************************
 BM0660  DESIGNATION -  SA 86 USGS
 BM0660  PID         -  BM0660
 BM0660  STATE/COUNTY-  TX/HAYS
 BM0660  USGS QUAD   -  BUDA (1994)
 BM0660
 BM0660                         *CURRENT SURVEY CONTROL
 BM0660  ___________________________________________________________________
 BM0660* NAD 83(1986)-  30 05 04.     (N)    097 50 28.     (W)     SCALED    
 BM0660* NAVD 88     -       215.30   (+/-2cm)     706.4    (feet)  VERTCON   
 BM0660  ___________________________________________________________________
 BM0660  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BM0660
 BM0660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0660
 BM0660.The horizontal coordinates were scaled from a topographic map and have
 BM0660.an estimated accuracy of +/- 6 seconds.
 BM0660
 BM0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0660.The vertical order pertains to the NGVD 29 superseded value.
 BM0660
 BM0660.The geoid height was determined by GEOID03.
 BM0660
 BM0660;                    North         East    Units  Estimated Accuracy
 BM0660;SPC TXSC     - 4,250,040.      711,720.      MT  (+/- 180 meters Scaled)
 BM0660
 BM0660                          SUPERSEDED SURVEY CONTROL
 BM0660
 BM0660  NGVD 29 (??/??/92)  215.202  (m)          706.04   (f) ADJ UNCH    2 0
 BM0660
 BM0660.Superseded values are not recommended for survey control.
 BM0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0660.See file dsdata.txt to determine how the superseded data were derived.
 BM0660
 BM0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU116287(NAD 83)
 BM0660_MARKER: P = PIPE CAP
 BM0660_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0660_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0660_STAMPING: 711 S A 86
 BM0660_MARK LOGO: USGS  
 BM0660_PROJECTION: FLUSH
 BM0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0660+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2005
 BM0660
 BM0660  HISTORY     - Date     Condition        Report By
 BM0660  HISTORY     - UNK      MONUMENTED       USGS
 BM0660  HISTORY     - 1953     GOOD             NGS
 BM0660  HISTORY     - 1980     SEE DESCRIPTION  NGS
 BM0660  HISTORY     - 1990     POOR             USPSQD
 BM0660  HISTORY     - 19910116 GOOD             USPSQD
 BM0660  HISTORY     - 19930808 POOR             USPSQD
 BM0660  HISTORY     - 19960127 GOOD             USPSQD
 BM0660  HISTORY     - 19990925 GOOD             USPSQD
 BM0660  HISTORY     - 20050213 GOOD             USPSQD
 BM0660
 BM0660                          STATION DESCRIPTION
 BM0660
 BM0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0660'0.3 MI N FROM BUDA.
 BM0660'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0660'FROM THE STATION AT BUDA, 67 FEET SOUTHEAST OF THE CENTER OF AN OILED
 BM0660'STREET CROSSING, 35.2 FEET EAST OF THE EAST RAIL, 35 FEET WEST OF THE
 BM0660'CENTER LINE OF A NORTH AND SOUTH STREET, 17 FEET SOUTHWEST OF A
 BM0660'TELEPHONE POLE, 1.9 FEET NORTH OF A WITNESS POST, 3 FEET BELOW THE TOP
 BM0660'OF THE RAILS, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 BM0660'PROJECTS 1.4 FEET ABOVE THE GROUND.
 BM0660
 BM0660                          STATION RECOVERY (1980)
 BM0660
 BM0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0660'IN BUDA, 0.4 KM (0.25 MI) NORTHEAST ALONG LOOP 4 (MAIN STREET) FROM
 BM0660'THE JUNCTION OF FARM ROAD 967, AT THE MISSOURI PACIFIC RAILROAD
 BM0660'CROSSING, 20.4 METERS (67.0 FT) SOUTHEAST OF THE CENTER OF THE
 BM0660'CROSSING, 10.7 METERS (35.1 FT) EAST OF THE EAST RAIL, 10.7 METERS
 BM0660'(35.1 FT) WEST OF THE CENTER OF RAILROAD STREET, 5.2 METERS (17.0 FT)
 BM0660'SOUTHWEST OF A POWERLINE POLE.  NOTE-THE PIPE PROJECTS 1.7 FEET, THE
 BM0660'STAMPING FOR THE BM WAS LISTED AS 711 SA 86 IN THE RECOVERY NOTES.
 BM0660'PIPE IS LEANING AT THIS TIME.
 BM0660'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BM0660'THE MARK IS 0.9 M BELOW THE TRACKS.
 BM0660
 BM0660                          STATION RECOVERY (1990)
 BM0660
 BM0660'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMT)
 BM0660'MARK RECOVERED IN POOR CONDITION.
 BM0660
 BM0660                          STATION RECOVERY (1991)
 BM0660
 BM0660'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0660'RECOVERED IN GOOD CONDITION.
 BM0660
 BM0660                          STATION RECOVERY (1993)
 BM0660
 BM0660'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BM0660'MARK RECOVERED IN POOR CONDITION.
 BM0660
 BM0660                          STATION RECOVERY (1996)
 BM0660
 BM0660'RECOVERY NOTE BY US POWER SQUADRON 1996
 BM0660'RECOVERED IN GOOD CONDITION.
 BM0660
 BM0660                          STATION RECOVERY (1999)
 BM0660
 BM0660'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0660'RECOVERED IN GOOD CONDITION.
 BM0660
 BM0660                          STATION RECOVERY (2005)
 BM0660
 BM0660'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0660'IRON PIPE LEANS TO THE EAST BUT ELEVATION PROBABLY USEABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1525 ***********************************************************************
 AE1525  DESIGNATION -  SAAVEDRA
 AE1525  PID         -  AE1525
 AE1525  STATE/COUNTY-  TX/HIDALGO
 AE1525  USGS QUAD   -  MISSION (1983)
 AE1525
 AE1525                         *CURRENT SURVEY CONTROL
 AE1525  ___________________________________________________________________
 AE1525* NAD 83(1993)-  26 08 47.05732(N)    098 15 15.75853(W)     ADJUSTED  
 AE1525* NAVD 88     -        33.63   (+/-2cm)     110.3    (feet)  VERTCON   
 AE1525  ___________________________________________________________________
 AE1525  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AE1525  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AE1525
 AE1525  HORZ ORDER  -  FIRST
 AE1525  VERT ORDER  -  THIRD ? (See Below)
 AE1525
 AE1525.The horizontal coordinates were established by classical geodetic methods
 AE1525.and adjusted by the National Geodetic Survey in February 1996..
 AE1525
 AE1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1525.The vertical order pertains to the NGVD 29 superseded value.
 AE1525
 AE1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1525
 AE1525.The geoid height was determined by GEOID03.
 AE1525
 AE1525;                    North         East     Units Scale Factor Converg.
 AE1525;SPC TX S     - 5,053,176.619   324,560.726   MT  1.00000517   +0 06 41.5
 AE1525;SPC TX S     -16,578,630.29  1,064,829.65   sFT  1.00000517   +0 06 41.5
 AE1525;UTM  14      - 2,892,111.116   574,528.733   MT  0.99966858   +0 19 42.9
 AE1525
 AE1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1525!SPC TX S     -   0.99999846  x   1.00000517  =   1.00000363
 AE1525!UTM  14      -   0.99999846  x   0.99966858  =   0.99966704
 AE1525
 AE1525:                Primary Azimuth Mark                     Grid Az
 AE1525:SPC TX S     -  SAAVEDRA RM 3                            000 31 19.6
 AE1525:UTM  14      -  SAAVEDRA RM 3                            000 18 18.2
 AE1525
 AE1525|---------------------------------------------------------------------|
 AE1525| PID    Reference Object                     Distance      Geod. Az  |
 AE1525|                                                           dddmmss.s |
 AE1525| CV3401 SAAVEDRA RM 3                                      0003801.1 |
 AE1525| CV3400 SAAVEDRA RM 1                        13.018 METERS 09930     |
 AE1525| AE1547 HIDALGO N MUN TANK                  APPROX. 4.3 KM 1854151.7 |
 AE1525| AE1548 HIDALGO S MUN TANK                  APPROX. 5.4 KM 1870255.9 |
 AE1525| AE0276 RP 219                               38.015 METERS 34135     |
 AE1525|---------------------------------------------------------------------|
 AE1525
 AE1525                          SUPERSEDED SURVEY CONTROL
 AE1525
 AE1525  NAD 83(1986)-  26 08 47.06302(N)    098 15 15.72318(W) AD(       ) 1
 AE1525  NAD 27      -  26 08 45.78846(N)    098 15 14.67365(W) AD(       ) 1
 AE1525  NGVD 29 (07/19/86)   33.74   (m)          110.7    (f) LEVELING    3  
 AE1525
 AE1525.Superseded values are not recommended for survey control.
 AE1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1525.See file dsdata.txt to determine how the superseded data were derived.
 AE1525
 AE1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7452992111(NAD 83)
 AE1525_MARKER: DS = TRIANGULATION STATION DISK
 AE1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1525_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1525
 AE1525  HISTORY     - Date     Condition        Report By
 AE1525  HISTORY     - 1974     MONUMENTED       NGS
 AE1525
 AE1525                          STATION DESCRIPTION
 AE1525
 AE1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1525'RM 1 TO RP 219 (IBWC) NOT MEASURED DUE TO A POND AND TREES.
 AE1525'
 AE1525'THE STATION IS ABOUT 4 MILES SOUTH AND 1 MILE WEST OF MCALLEN, 3
 AE1525'MILES NORTH OF HIDALGO, ON TOP OF A LEVEE.
 AE1525'
 AE1525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND SPUR
 AE1525'ROAD 115 IN THE SOUTH EDGE OF MCALLEN, GO SOUTH ON SPUR ROAD 115 FOR
 AE1525'2.95 MILES TO THE JUNCTION WITH FARM ROAD 1016 ON THE RIGHT.
 AE1525'CONTINUE SOUTH ON ROAD 115 FOR 0.05 MILE TO REFERENCE MARK 3 ON THE
 AE1525'LEFT.  CONTINUE SOUTH ON ROAD 115 FOR 0.2 MILE TO A LEVEE ROAD
 AE1525'CROSSING.  TURN LEFT AND GO EAST ON LEVEE ROAD FOR 0.05 MILE TO
 AE1525'THE STATION ON THE LEFT.
 AE1525'
 AE1525'STATION MARKS ARE STANDARD DISKS, STAMPED SAAVEDRA 1974.  THE SURFACE
 AE1525'DISK IS SET IN AN 14-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 AE1525'FLUSH WITH THE GROUND.  IT IS 11.0 FEET NORTH OF THE CENTER OF A
 AE1525'GRAVELED ROAD AND 4.0 FEET EAST OF A WITNESS POST.  THE
 AE1525'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 AE1525'INCHES BELOW THE GROUND SURFACE.
 AE1525'
 AE1525'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SAAVEDRA NO 1 1974, SET
 AE1525'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AE1525'WITH THE GROUND.  IT IS 10.5 FEET NORTH OF THE CENTER OF THE
 AE1525'GRAVELED ROAD, 1.6 FEET WEST OF A WITNESS POST AND ABOUT THE SAME
 AE1525'ELEVATION AS THE STATION.
 AE1525'
 AE1525'(IBWC) RP 219 IS A BRONZE DISK OF THE U.S. INTERNATIONAL BOUNDRY
 AE1525'AND WATER COMMISSION, STAMPED 219 100.94, SET IN THE TOP OF A
 AE1525'12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 25 INCHES ABOVE THE
 AE1525'GROUND.  IT IS 18.0 FEET SOUTHWEST OF A CURVE IN A FIELD ROAD, 15.0
 AE1525'FEET NORTHEAST OF AN 18 INCH MESQUITE TREE AND 10.0 FEET NORTH
 AE1525'OF THE NORTH EDGE OF A DRAINAGE CANAL.
 AE1525'
 AE1525'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SAAVEDRA NO 3 1974, SET
 AE1525'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AE1525'1 INCH ABOVE THE GROUND.  IT IS 40.6 FEET EAST OF THE CENTER OF SPUR
 AE1525'ROAD 115, 34.0 FEET SOUTH OF THE CENTER OF A FIELD ROAD AND 2.1
 AE1525'FEET SOUTHEAST OF A POWER LINE POLE.
 AE1525'
 AE1525'NEAREST TOWN--HIDALGO.
 AE1525'
 AE1525'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1280 ***********************************************************************
 AY1280  DESIGNATION -  SABINAL
 AY1280  PID         -  AY1280
 AY1280  STATE/COUNTY-  TX/UVALDE
 AY1280  USGS QUAD   -  SABINAL (1970)
 AY1280
 AY1280                         *CURRENT SURVEY CONTROL
 AY1280  ___________________________________________________________________
 AY1280* NAD 83(1986)-  29 19 09.     (N)    099 28 09.     (W)     SCALED    
 AY1280* NAVD 88     -       291.084  (meters)     955.00   (feet)  ADJUSTED  
 AY1280  ___________________________________________________________________
 AY1280  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AY1280  DYNAMIC HT  -         290.661 (meters)     953.61  (feet)  COMP
 AY1280  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AY1280
 AY1280  VERT ORDER  -  FIRST     CLASS II
 AY1280
 AY1280.The horizontal coordinates were scaled from a topographic map and have
 AY1280.an estimated accuracy of +/- 6 seconds.
 AY1280
 AY1280.The orthometric height was determined by differential leveling
 AY1280.and adjusted by the National Geodetic Survey in June 1991..
 AY1280
 AY1280.The geoid height was determined by GEOID03.
 AY1280
 AY1280.The dynamic height is computed by dividing the NAVD 88
 AY1280.geopotential number by the normal gravity value computed on the
 AY1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1280.degrees latitude (g = 980.6199 gals.).
 AY1280
 AY1280.The modeled gravity was interpolated from observed gravity values.
 AY1280
 AY1280;                    North         East    Units  Estimated Accuracy
 AY1280;SPC TXSC     - 4,164,760.      554,430.      MT  (+/- 180 meters Scaled)
 AY1280
 AY1280                          SUPERSEDED SURVEY CONTROL
 AY1280
 AY1280  NGVD 29 (??/??/92)  290.970  (m)          954.62   (f) ADJ UNCH    1 2
 AY1280
 AY1280.Superseded values are not recommended for survey control.
 AY1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1280.See file dsdata.txt to determine how the superseded data were derived.
 AY1280
 AY1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT544434(NAD 83)
 AY1280_MARKER: DB = BENCH MARK DISK
 AY1280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1280_SP_SET: CONCRETE FOOTING
 AY1280_STAMPING: SABINAL 1934
 AY1280_MARK LOGO: CGS   
 AY1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1280
 AY1280  HISTORY     - Date     Condition        Report By
 AY1280  HISTORY     - 1934     MONUMENTED       CGS
 AY1280  HISTORY     - 1957     GOOD             NGS
 AY1280  HISTORY     - 1982     GOOD             NGS
 AY1280  HISTORY     - 1987     GOOD             USPSQD
 AY1280  HISTORY     - 20021029 GOOD             USPSQD
 AY1280
 AY1280                          STATION DESCRIPTION
 AY1280
 AY1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1280'0.15 MI W FROM SABINAL.
 AY1280'0.15 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1280'STATION AT SABINAL, 222 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 AY1280'TRACK, 75 FEET NORTH OF THE CENTER LINE OF NORTH FRONT STREET, 0.4
 AY1280'FOOT ABOVE THE GROUND, SET IN THE TOP OF THE NORTH CORNER OF THE
 AY1280'NORTHEAST CONCRETE FOOTING OF THE CITY WATER TOWER.
 AY1280
 AY1280                          STATION RECOVERY (1982)
 AY1280
 AY1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1280'MARK RECOVERED THIS DATE.
 AY1280
 AY1280                          STATION RECOVERY (1987)
 AY1280
 AY1280'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1280'RECOVERED IN GOOD CONDITION.
 AY1280
 AY1280                          STATION RECOVERY (2002)
 AY1280
 AY1280'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2030 ***********************************************************************
 AY2030  DESIGNATION -  SABINAL BLACK WATER TANK
 AY2030  PID         -  AY2030
 AY2030  STATE/COUNTY-  TX/UVALDE
 AY2030  USGS QUAD   -  SABINAL (1970)
 AY2030
 AY2030                         *CURRENT SURVEY CONTROL
 AY2030  ___________________________________________________________________
 AY2030* NAD 83(1993)-  29 19 48.67156(N)    099 27 58.83278(W)     ADJUSTED  
 AY2030* NAVD 88     -                                                        
 AY2030  ___________________________________________________________________
 AY2030  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AY2030  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AY2030
 AY2030  HORZ ORDER  -  THIRD
 AY2030
 AY2030.The horizontal coordinates were established by classical geodetic methods
 AY2030.and adjusted by the National Geodetic Survey in February 1996..
 AY2030
 AY2030
 AY2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2030
 AY2030.The geoid height was determined by GEOID03.
 AY2030
 AY2030;                    North         East     Units Scale Factor Converg.
 AY2030;SPC TXSC     - 4,165,981.127   554,711.578   MT  0.99986325   -0 13 42.5
 AY2030;SPC TXSC     -13,667,889.75  1,819,916.24   sFT  0.99986325   -0 13 42.5
 AY2030;UTM  14      - 3,244,658.616   454,723.120   MT  0.99962529   -0 13 42.4
 AY2030
 AY2030                          SUPERSEDED SURVEY CONTROL
 AY2030
 AY2030  NAD 83(1986)-  29 19 48.67141(N)    099 27 58.81333(W) AD(       ) 4
 AY2030  NAD 27      -  29 19 47.83000(N)    099 27 57.64000(W) AD(       ) 3
 AY2030
 AY2030.Superseded values are not recommended for survey control.
 AY2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2030.See file dsdata.txt to determine how the superseded data were derived.
 AY2030
 AY2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT5472344659(NAD 83)
 AY2030_MARKER: 51 = TANK
 AY2030
 AY2030  HISTORY     - Date     Condition        Report By
 AY2030  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY2030
 AY2030                          STATION DESCRIPTION
 AY2030
 AY2030'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2029 ***********************************************************************
 AY2029  DESIGNATION -  SABINAL NEW WATER TANK
 AY2029  PID         -  AY2029
 AY2029  STATE/COUNTY-  TX/UVALDE
 AY2029  USGS QUAD   -  SABINAL (1970)
 AY2029
 AY2029                         *CURRENT SURVEY CONTROL
 AY2029  ___________________________________________________________________
 AY2029* NAD 83(1993)-  29 19 09.81888(N)    099 28 09.68590(W)     ADJUSTED  
 AY2029* NAVD 88     -                                                        
 AY2029  ___________________________________________________________________
 AY2029  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AY2029  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AY2029
 AY2029  HORZ ORDER  -  THIRD
 AY2029
 AY2029.The horizontal coordinates were established by classical geodetic methods
 AY2029.and adjusted by the National Geodetic Survey in February 1996..
 AY2029
 AY2029
 AY2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2029
 AY2029.The geoid height was determined by GEOID03.
 AY2029
 AY2029;                    North         East     Units Scale Factor Converg.
 AY2029;SPC TXSC     - 4,164,786.228   554,414.004   MT  0.99986328   -0 13 47.8
 AY2029;SPC TXSC     -13,663,969.48  1,818,939.94   sFT  0.99986328   -0 13 47.8
 AY2029;UTM  14      - 3,243,464.001   454,425.618   MT  0.99962563   -0 13 47.4
 AY2029
 AY2029                          SUPERSEDED SURVEY CONTROL
 AY2029
 AY2029  NAD 83(1986)-  29 19 09.81863(N)    099 28 09.66784(W) AD(       ) 4
 AY2029  NAD 27      -  29 19 08.98200(N)    099 28 08.52800(W) AD(       ) 3
 AY2029
 AY2029.Superseded values are not recommended for survey control.
 AY2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2029.See file dsdata.txt to determine how the superseded data were derived.
 AY2029
 AY2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT5442643464(NAD 83)
 AY2029_MARKER: 51 = TANK
 AY2029
 AY2029  HISTORY     - Date     Condition        Report By
 AY2029  HISTORY     - 1924     FIRST OBSERVED   CGS
 AY2029  HISTORY     - 1943     GOOD             CGS
 AY2029  HISTORY     - 1972     GOOD             NGS
 AY2029
 AY2029                          STATION DESCRIPTION
 AY2029
 AY2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JM)
 AY2029'STATION IN GOOD CONDITION.
 AY2029
 AY2029                          STATION RECOVERY (1972)
 AY2029
 AY2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2029'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT HAS BEEN PREVIOUSLY
 AY2029'LISTED AS THE SABINAL NEW WATER TANK AND ALSO AS THE SABINAL SILVER
 AY2029'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3228 ***********************************************************************
 BK3228  DESIGNATION -  SABINE
 BK3228  PID         -  BK3228
 BK3228  STATE/COUNTY-  TX/NEWTON
 BK3228  USGS QUAD   -  EVANS (1984)
 BK3228
 BK3228                         *CURRENT SURVEY CONTROL
 BK3228  ___________________________________________________________________
 BK3228* NAD 83(1993)-  30 54 24.82182(N)    093 36 03.42561(W)     ADJUSTED  
 BK3228* NAVD 88     -        85.9    (meters)     282.     (feet)  VERTCON   
 BK3228  ___________________________________________________________________
 BK3228  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 BK3228  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK3228
 BK3228  HORZ ORDER  -  FIRST
 BK3228
 BK3228.The horizontal coordinates were established by classical geodetic methods
 BK3228.and adjusted by the National Geodetic Survey in February 1996..
 BK3228
 BK3228.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3228
 BK3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3228
 BK3228.The geoid height was determined by GEOID03.
 BK3228
 BK3228;                    North         East     Units Scale Factor Converg.
 BK3228;SPC TX C     - 3,156,952.526 1,343,126.997   MT  0.99988310   +3 28 03.3
 BK3228;SPC TX C     -10,357,435.08  4,406,575.82   sFT  0.99988310   +3 28 03.3
 BK3228;SPC LA N     -    45,651.086   894,746.959   MT  1.00006904   -0 34 55.5
 BK3228;SPC LA N     -   149,773.60  2,935,515.65   sFT  1.00006904   -0 34 55.5
 BK3228;SPC LA S     -   268,946.579   783,225.860   MT  1.00005054   -1 08 01.8
 BK3228;SPC LA S     -   882,368.90  2,569,633.51   sFT  1.00005054   -1 08 01.8
 BK3228;UTM  15      - 3,419,438.324   442,573.357   MT  0.99964068   -0 18 31.3
 BK3228
 BK3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3228!SPC TX C     -   0.99999081  x   0.99988310  =   0.99987391
 BK3228!SPC LA N     -   0.99999081  x   1.00006904  =   1.00005985
 BK3228!SPC LA S     -   0.99999081  x   1.00005054  =   1.00004135
 BK3228!UTM  15      -   0.99999081  x   0.99964068  =   0.99963149
 BK3228
 BK3228|---------------------------------------------------------------------|
 BK3228| PID    Reference Object                     Distance      Geod. Az  |
 BK3228|                                                           dddmmss.s |
 BK3228| CV9180 SABINE RM 3                          25.047 METERS 05818     |
 BK3228| CV9177 SABINE AZ MK                                       1685924.6 |
 BK3228| CV9178 SABINE RM 1                          35.875 METERS 22507     |
 BK3228| BK3229 SABINE RM A 1966                     28.425 METERS 22556     |
 BK3228| BK3234 BURKEVILLE LOOKOUT TOWER            APPROX. 7.2 KM 2981606.5 |
 BK3228| CV9179 SABINE RM 2                          43.744 METERS 31229     |
 BK3228|---------------------------------------------------------------------|
 BK3228
 BK3228                          SUPERSEDED SURVEY CONTROL
 BK3228
 BK3228  NAD 83(1993)-  30 54 24.82735(N)    093 36 03.42252(W) AD(       ) 1
 BK3228  NAD 83(1986)-  30 54 24.83087(N)    093 36 03.42124(W) AD(       ) 1
 BK3228  NAD 27      -  30 54 24.11600(N)    093 36 02.80200(W) AD(       ) 1
 BK3228  NGVD 29 (07/19/86)   86.0    (m)          282.     (f) VERT ANG       
 BK3228
 BK3228.Superseded values are not recommended for survey control.
 BK3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3228.See file dsdata.txt to determine how the superseded data were derived.
 BK3228
 BK3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4257319438(NAD 83)
 BK3228_MARKER: DS = TRIANGULATION STATION DISK
 BK3228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3228+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BK3228
 BK3228  HISTORY     - Date     Condition        Report By
 BK3228  HISTORY     - 1935     MONUMENTED       CGS
 BK3228  HISTORY     - 1936     GOOD             TSI
 BK3228  HISTORY     - 1957     GOOD             CGS
 BK3228  HISTORY     - 1958     GOOD             CGS
 BK3228  HISTORY     - 1966     SEE DESCRIPTION  CGS
 BK3228  HISTORY     - 1972     GOOD             NGS
 BK3228  HISTORY     - 1974     GOOD             NGS
 BK3228  HISTORY     - 19771222 GOOD             USGS
 BK3228  HISTORY     - 1986     GOOD
 BK3228
 BK3228                          STATION DESCRIPTION
 BK3228
 BK3228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3228'STATION IS ABOUT 9 MILES NE OF NEWTON.  2.2 MILES BY ROAD
 BK3228'ESE OF THE STRINGTOWN SCHOOL.  ON THE SW (AND LOWER) END OF
 BK3228'A SHORT NE-SW BRUSH COVERED RIDGE, ABOUT 90 YARDS N OF A
 BK3228'TRAIL LEADING E AND S FROM THE STRINGTOWN SCHOOL DOWN INTO
 BK3228'THE BOTTOMS OF THE SABINE RIVER.  THE MARK IS 108 FEET E
 BK3228'OF A 1-FOOT PINE WITH A TRIANGLE BLAZE, 42 FEET S OF AN 8-INCH
 BK3228'PINE WITH A TRIANGLE BLAZE.  AND PROJECTS 2 INCHES.
 BK3228'
 BK3228'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK3228'BRONZE DISKS SET IN CONCRETE.
 BK3228'
 BK3228'REFERENCE MARK NO. 1 IS SW OF THE STATION.  139 FEET SE OF THE
 BK3228'1-FOOT PINE TREE.  181.45 FEET SE OF REFERENCE MARK NO. 2.
 BK3228'AND PROJECTS 2 INCHES.
 BK3228'
 BK3228'REFERENCE MARK NO. 2 IS NW OF THE STATION.  43 FEET NW OF THE
 BK3228'1-FOOT PINE.  AND PROJECTS 1 INCH.
 BK3228'
 BK3228'THE AZIMUTH MARK IS SE OF THE STATION.  ON THE TOP OF THE FIRST
 BK3228'HILL SE OF THE STATION.  16 FEET E OF A TRAIL.  AND PROJECTS
 BK3228'3 INCHES.
 BK3228'
 BK3228'TO REACH FROM THE NE CORNER OF THE SQUARE IN NEWTON, GO E
 BK3228'AND N ON STATE HIGHWAY 87, 3.7 MILES, TURN RIGHT, GO 0.3 MILE,
 BK3228'TURN LEFT AT T-ROAD, GO 1 MILE, TAKE LEFT FORK, AND FOLLOW
 BK3228'THE MAIN ROAD 5.5 MILES OR 1.0 MILE PAST THE STRINGTOWN
 BK3228'SCHOOL, TAKE RIGHT FORK, GO 1.2 MILES TO A SMALL SHED ON THE
 BK3228'N SIDE OF THE ROAD AT THE POINT WHERE THE ROAD BEGINS TO
 BK3228'DROP DOWN INTO THE BOTTOMS.  THE STATION IS THEN ABOUT 0.1 MILE
 BK3228'W ON THE END OF THE RIDGE.
 BK3228'
 BK3228'LIGHTS 126 FEET ABOVE CANEY AND 113 FEET ABOVE QUICKSAND
 BK3228'COME INTO VIEW 50 FEET ABOVE THIS STATION, LIGHTS 136 FEET
 BK3228'ABOVE BON AND 126 FEET ABOVE MERRYVILLE COME INTO VIEW 37 FEET
 BK3228'ABOVE THIS STATION, LIGHTS 126 FEET ABOVE ANACOCO AND TROUT
 BK3228'COME INTO VIEW 24 FEET ABOVE THIS STATION.
 BK3228
 BK3228                          STATION RECOVERY (1936)
 BK3228
 BK3228'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1936
 BK3228'STATION IN GOOD CONDITION.  IT IS HELPFUL ON THIS STATION
 BK3228'TO INQUIRE LOCAL DIRECTIONS OF MR. GREGG WHO LIVES NEAR THE
 BK3228'STRINGTOWN SCHOOL.  OTHERWISE DESCRIPTION IS GOOD.
 BK3228
 BK3228                          STATION RECOVERY (1957)
 BK3228
 BK3228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BC)
 BK3228'TO REACH THE STATION FROM THE COURTHOUSE IN NEWTON, GO 3.7 MI.
 BK3228'ALONG HIGHWAY 87 AND TURN RIGHT ON FARM ROAD 1414.  GO 6.9
 BK3228'MI. ALONG FARM ROAD 1414 OR 0.15 MI. PAST A SMALL CITIES
 BK3228'SERVICE STATION AND STORE TO A SAND ROAD TO THE RIGHT.  TAKE
 BK3228'THE SAND ROAD FOR 1.9 MI., KEEPING LEFT ON ALL FORKS.  STATION
 BK3228'IS AT THE TOP OF A HILL, 30 FT. TO THE RIGHT OF THE SAND
 BK3228'ROAD, AND PROJECTS APPROXIMATELY 2 FT.
 BK3228'
 BK3228'REFERENCE MARK 1 IS LEANING BADLY.  REFERENCE MARK 2 IS IN
 BK3228'GOOD CONDITION.
 BK3228
 BK3228                          STATION RECOVERY (1958)
 BK3228
 BK3228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JRM)
 BK3228'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 BK3228'MARKS WERE ALSO RECOVERED.  REFERENCE MARK NO. 1 HAS BEEN
 BK3228'PUSHED OVER SOME.  THIS STATION IS 1.114 MILES EAST OF F.M.
 BK3228'1414.  RIDGE HAS BEEN STRIPPED OF IRON ORE GRAVEL AND IS CLEARED.
 BK3228'ALL TREES HAVE BEEN REMOVED.
 BK3228'
 BK3228'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN NEWTON, GO
 BK3228'EAST AND NORTH ON S.H. 87 TO JUNCTION WITH F.M. 1414.  TURN
 BK3228'RIGHT ON F.M. 1414 AND GO 6.66 MILES NORTHEAST TO ROAD RIGHT.
 BK3228'GO 1.114 MILES DOWN COUNTY ROAD TO STATION ON THE RIGHT.
 BK3228'RIDGE HAS BEEN STRIPPED OF IRON ORE GRAVEL.  STATION AND
 BK3228'REFERENCE MARKS HAVE NOT BEEN MOVED AND ARE IN MOUNDS OF
 BK3228'IRON ORE GRAVEL.  STATION AND REFERENCE MARKERS PROJECT
 BK3228'ABOUT 2 FEET.
 BK3228
 BK3228                          STATION RECOVERY (1966)
 BK3228
 BK3228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3228'THE STATION UNDERGROUND MARK, REFERENCE MARK 2 AND AZIMUTH MARK WERE
 BK3228'RECOVERED IN GOOD CONDITION.  THE STATION SURFACE MARK AND REFERENCE
 BK3228'MARK 1 HAVE BEEN DESTROYED.  THE STATION UNDERGROUND MARK WAS HELD
 BK3228'AND A NEW SURFACE MARK AND REFERENCE MARK 3 WERE ESTABLISHED.  THE
 BK3228'AZIMUTH MARK WILL NOT SEE THE STATION DUE TO A GROVE OF PINE
 BK3228'TREES THAT CANNOT BE CUT.  THE MARK WAS LEFT INTACT.  FOLLOWING
 BK3228'IS A NEW AND COMPLETE DESCRIPTION.
 BK3228'
 BK3228'STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF NEWTON, 2 MILES
 BK3228'EAST OF STRINGTOWN AND ON PROPERTY OWNED BY THE SOUTHWESTERN
 BK3228'DEVELOPMENT LUMBER COMPANY.
 BK3228'
 BK3228'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 190 AND STATE HIGHWAY
 BK3228'87 IN NEWTON, GO NORTHERLY ON STATE HIGHWAY 87 FOR 4.0 MILES TO
 BK3228'FARM ROAD 1414 ON THE RIGHT.  TURN RIGHT ON FARM ROAD 1414 AND GO
 BK3228'EASTERLY FOR 6.5 MILES TO A T-INTERSECTION AND WHERE FARM ROAD
 BK3228'1414 BEARS RIGHT.  CONTINUE AHEAD ON FARM ROAD 1414 FOR 0.6 MILE
 BK3228'TO A SAND ROAD RIGHT.  TURN RIGHT ON SAND ROAD AND GO EASTERLY FOR
 BK3228'0.7 MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE EASTERLY FOR
 BK3228'0.35 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE EASTERLY FOR
 BK3228'0.15 MILE TO TOP OF HILL AND STATION ON THE RIGHT.
 BK3228'
 BK3228'TO REACH THE AZIMUTH MARK CONTINUE AHEAD UP HILL EASTERLY FOR 0.05
 BK3228'MILE TO A CROSSROAD.  CONTINUE AHEAD UP HILL FOR 0.1 MILE TO WHERE
 BK3228'THE ROAD BEARS RIGHT, BEAR RIGHT AND CONTINUE FOR 0.05 MILE TO THE
 BK3228'AZIMUTH MARK ON THE RIGHT IN A WOODED AREA.
 BK3228'
 BK3228'THE STATION MARK IS A STANDARD DISK, STAMPED SABINE 1935 1966 SET IN
 BK3228'THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 29 FEET
 BK3228'SOUTHWEST OF THE CENTER OF THE ROAD AND 2 FEET WEST OF A METAL
 BK3228'WITNESS POST WITH SIGN ATTACHED.
 BK3228'
 BK3228'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SABINE NO 2 1935,
 BK3228'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 BK3228'IS 14 FEET NORTHEAST OF THE CENTER OF THE ROAD AND ABOUT 1 FOOT
 BK3228'LOWER THAN THE STATION.
 BK3228'
 BK3228'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SABINE NO 3 1935 1966,
 BK3228'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT
 BK3228'IS 109 FEET WEST OF THE WEST GATE POST OF A BOARD GATE AND 31 FEET
 BK3228'NORTHEAST OF THE CENTER OF THE ROAD.
 BK3228'
 BK3228'AZIMUTH MARK IS A STANDARD DISK, STAMPED SABINE AZIMUTH 1935, SET
 BK3228'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 50
 BK3228'FEET NORTH-NORTHWEST OF THE CENTER OF A ROAD AND IN THE PINE
 BK3228'GROVE.
 BK3228'
 BK3228'DIRECTION WAS TRANSFERRED FROM THE 1935 LIST OF DIRECTION.
 BK3228'
 BK3228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 BK3228'STRINGTOWN.
 BK3228'
 BK3228'HEIGHT OF LIGHT ABOVE STATION MARK 85.29 FEET.
 BK3228
 BK3228                          STATION RECOVERY (1972)
 BK3228
 BK3228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BK3228'THE STATION WAS RECOVERED, AS DESCRIBED IN THE 1966 DESCRIPTION,
 BK3228'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  ALL
 BK3228'MEASUREMENTS WERE CONFIRMED.  THE 1966 DESCRIPTION IS ENTIRELY
 BK3228'ADEQUATE.
 BK3228'
 BK3228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BK3228'EAST OF STRINGTOWN
 BK3228
 BK3228                          STATION RECOVERY (1974)
 BK3228
 BK3228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWP)
 BK3228'STATION AND SABINE RMA 1966 AND REFERENCE MARKS 2 AND 3 WERE
 BK3228'RECOVERED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED BY
 BK3228'D.R. THOMLINSON IN 1966.  THE DIRECTIONS WERE VERIFIED AND
 BK3228'THE DISTANCES TO SABINE RMA 1966 WERE VERIFIED.  THE DISTANCE
 BK3228'TO R.M. 2 WAS FOUND TO BE SHORTER BY 0028 METER, AND THE
 BK3228'DISTANCE TO R.M. 3 WAS FOUND TO BE SHORTER BY .005 METER.
 BK3228'
 BK3228'THE AZIMUTH WAS NOT VISITED AT THIS TIME.
 BK3228'
 BK3228'STATION SABINE 1935 1966 WAS USED AS THE ANTENNA SITE FOR
 BK3228'GEOCEIVER STATION NUMBER 51025.
 BK3228'
 BK3228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BK3228'EAST OF STRINGTOWN
 BK3228
 BK3228                          STATION RECOVERY (1977)
 BK3228
 BK3228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (PI)
 BK3228'RECOVERED IN GOOD CONDITION.
 BK3228
 BK3228                          STATION RECOVERY (1986)
 BK3228
 BK3228'RECOVERED 1986
 BK3228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2612 ***********************************************************************
 BY2612  DESIGNATION -  SABINE
 BY2612  PID         -  BY2612
 BY2612  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2612  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY2612
 BY2612                         *CURRENT SURVEY CONTROL
 BY2612  ___________________________________________________________________
 BY2612* NAD 83(1993)-  31 36 50.88237(N)    094 05 27.08119(W)     ADJUSTED  
 BY2612* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 BY2612  ___________________________________________________________________
 BY2612  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BY2612  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BY2612
 BY2612  HORZ ORDER  -  SECOND
 BY2612
 BY2612.The horizontal coordinates were established by classical geodetic methods
 BY2612.and adjusted by the National Geodetic Survey in February 1996..
 BY2612
 BY2612.The orthometric height was scaled from a topographic map.
 BY2612
 BY2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2612
 BY2612.The geoid height was determined by GEOID03.
 BY2612
 BY2612;                    North         East     Units Scale Factor Converg.
 BY2612;SPC TX C     - 3,232,506.135 1,291,981.180   MT  0.99993877   +3 12 54.9
 BY2612;SPC TX C     -10,605,313.88  4,238,774.92   sFT  0.99993877   +3 12 54.9
 BY2612;UTM  15      - 3,498,183.016   396,530.819   MT  0.99973204   -0 34 18.7
 BY2612
 BY2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2612!SPC TX C     -   0.99997955  x   0.99993877  =   0.99991832
 BY2612!UTM  15      -   0.99997955  x   0.99973204  =   0.99971160
 BY2612
 BY2612|---------------------------------------------------------------------|
 BY2612| PID    Reference Object                     Distance      Geod. Az  |
 BY2612|                                                           dddmmss.s |
 BY2612| CV9182 SABINE RM 1                          23.198 METERS 07736     |
 BY2612| CV9181 SABINE AZ MK                                       1540439.8 |
 BY2612| CV9183 SABINE RM 2                          27.068 METERS 16020     |
 BY2612| BY2615 SAN AUGUSTINE REA RAD KRYB MST      APPROX. 9.7 KM 1742558.9 |
 BY2612| BY2616 SAN AUGUSTINE ST FOR SERV LOT       APPROX. 9.8 KM 2060055.2 |
 BY2612|---------------------------------------------------------------------|
 BY2612
 BY2612                          SUPERSEDED SURVEY CONTROL
 BY2612
 BY2612  NAD 83(1986)-  31 36 50.89104(N)    094 05 27.07501(W) AD(       ) 2
 BY2612  NAD 27      -  31 36 50.25300(N)    094 05 26.36900(W) AD(       ) 2
 BY2612
 BY2612.Superseded values are not recommended for survey control.
 BY2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2612.See file dsdata.txt to determine how the superseded data were derived.
 BY2612
 BY2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ9653198183(NAD 83)
 BY2612_MARKER: DS = TRIANGULATION STATION DISK
 BY2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2612
 BY2612  HISTORY     - Date     Condition        Report By
 BY2612  HISTORY     - 1949     MONUMENTED       CGS
 BY2612
 BY2612                          STATION DESCRIPTION
 BY2612
 BY2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2612'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF SAN AUGUSTINE,
 BY2612'0.3 MILE SOUTH OF THE COUNTY LINE AND IS OPPOSITE A FARM
 BY2612'HOUSE ON THE EAST SIDE OF THE HIGHWAY.  IT IS 32 FEET WEST
 BY2612'OF THE CENTER OF THE HIGHWAY AND IS 7 FEET EAST OF A WITNESS
 BY2612'POST THAT IS SET IN A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 BY2612'SABINE 1949 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 BY2612'
 BY2612'REFERENCE MARK NO. 1 IS 44 FEET EAST OF THE CENTER OF THE
 BY2612'HIGHWAY AND 12 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 BY2612'BOARD GATE AT FENCE CORNER.  IT IS STAMPED SABINE NO 1 1949
 BY2612'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 BY2612'
 BY2612'REFERENCE MARK NO. 2 IS 39 FEET WEST OF THE CENTER OF THE
 BY2612'HIGHWAY, 24 FEET NORTH OF A LONE PINE TREE AND 1 FOOT EAST
 BY2612'OF THE FENCE LINE.  IT IS STAMPED SABINE NO 2 1949 AND IS
 BY2612'SET FLUSH WITH THE SURFACE OF THE GROUND.
 BY2612'
 BY2612'THE AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF THE STATION,
 BY2612'28 FEET EAST OF THE CENTER OF THE HIGHWAY AND 2.5 FEET SOUTHWEST
 BY2612'OF A WITNESS POST.  IT IS STAMPED SABINE 1949 AND PROJECT
 BY2612'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BY2612'
 BY2612'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 96
 BY2612'AND STATE ROUTE 21 AT THE EAST EDGE OF SAN AUGUSTINE, GO
 BY2612'NORTH ON U.S. HIGHWAY 96 FOR 5.7 MILES TO THE AZIMUTH MARK
 BY2612'ON THE RIGHT, CONTINUE STRAIGHT AHEAD (NORTH) FOR 0.5 MILE
 BY2612'TO A FARM HOUSE ON THE RIGHT AND THE STATION ON THE LEFT AS
 BY2612'DESCRIBED.
 BY2612'
 BY2612'A 100 FOOT SIGNAL AT MOLLY 1931 IS VISIBLE AT 50 FEET.
 BY2612'
 BY2612'A 100 FOOT SIGNAL AT BROWNING IS VISIBLE AT 64 FEET.
 BY2612'
 BY2612'A 100 FOOT SIGNAL AT NEUVILLE 1919 1931 IS VISIBLE AT 64 FEET.
 BY2612'
 BY2612'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1117 ***********************************************************************
 CR1117  DESIGNATION -  SABINE
 CR1117  PID         -  CR1117
 CR1117  STATE/COUNTY-  TX/PANOLA
 CR1117  USGS QUAD   -  RIVER HILL (1983)
 CR1117
 CR1117                         *CURRENT SURVEY CONTROL
 CR1117  ___________________________________________________________________
 CR1117* NAD 83(1993)-  32 13 34.61158(N)    094 12 53.08356(W)     ADJUSTED  
 CR1117* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 CR1117  ___________________________________________________________________
 CR1117  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CR1117  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CR1117
 CR1117  HORZ ORDER  -  SECOND
 CR1117
 CR1117.The horizontal coordinates were established by classical geodetic methods
 CR1117.and adjusted by the National Geodetic Survey in February 1996..
 CR1117
 CR1117.The orthometric height was scaled from a topographic map.
 CR1117
 CR1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1117
 CR1117.The geoid height was determined by GEOID03.
 CR1117
 CR1117;                    North         East     Units Scale Factor Converg.
 CR1117;SPC TXNC     - 2,070,294.112 1,003,807.660   MT  0.99997555   +2 20 13.8
 CR1117;SPC TXNC     - 6,792,289.93  3,293,325.63   sFT  0.99997555   +2 20 13.8
 CR1117;UTM  15      - 3,566,164.780   385,539.760   MT  0.99976156   -0 38 52.3
 CR1117
 CR1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1117!SPC TXNC     -   0.99998761  x   0.99997555  =   0.99996317
 CR1117!UTM  15      -   0.99998761  x   0.99976156  =   0.99974918
 CR1117
 CR1117|---------------------------------------------------------------------|
 CR1117| PID    Reference Object                     Distance      Geod. Az  |
 CR1117|                                                           dddmmss.s |
 CR1117| CX6214 SABINE RM 2                          25.432 METERS 11448     |
 CR1117| CX6212 SABINE AZ MK                                       3304329.1 |
 CR1117| CX6213 SABINE RM 1                          28.475 METERS 35301     |
 CR1117|---------------------------------------------------------------------|
 CR1117
 CR1117                          SUPERSEDED SURVEY CONTROL
 CR1117
 CR1117  NAD 83(1986)-  32 13 34.62020(N)    094 12 53.07471(W) AD(       ) 2
 CR1117  NAD 27      -  32 13 34.04330(N)    094 12 52.38060(W) AD(       ) 2
 CR1117
 CR1117.Superseded values are not recommended for survey control.
 CR1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1117.See file dsdata.txt to determine how the superseded data were derived.
 CR1117
 CR1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR8554066165(NAD 83)
 CR1117_MARKER: DS = TRIANGULATION STATION DISK
 CR1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1117
 CR1117  HISTORY     - Date     Condition        Report By
 CR1117  HISTORY     - 1958     MONUMENTED       CGS
 CR1117  HISTORY     - 19980221 GOOD             USPSQD
 CR1117
 CR1117                          STATION DESCRIPTION
 CR1117
 CR1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1117'THE STATION IS LOCATED ON THE EAST SIDE OF THE SABINE RIVER,
 CR1117'ON A HIGH TIMBERED RIDGE, ABOUT 9.0 MILES NORTHEAST OF CARTHAGE,
 CR1117'ABOUT 1.0 MILE EAST OF THE SABINE RIVER BRIDGE, 71 FEET NORTHWEST
 CR1117'OF A CATTLE GUARD, 24 FEET WEST OF THE CENTER OF A DIRT
 CR1117'ROAD, AND 7 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 CR1117'PROJECTS 2 INCHES ABOVE THE GROUND AND IS STAMPED SABINE
 CR1117'1958.
 CR1117'
 CR1117'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF A
 CR1117'DIRT ROAD AND 3 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS
 CR1117'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1117'SABINE NO 1 1958.
 CR1117'
 CR1117'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF THE CENTER OF A FORKS,
 CR1117'21 FEET EAST OF A CATTLE GUARD AND 1 FOOT SOUTH OF A WIRE
 CR1117'FENCE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CR1117'GROUND AND IS STAMPED SABINE NO 2 1958.
 CR1117'
 CR1117'AZIMUTH MARK IS 44 FEET NORTH OF THE CENTER OF FARM ROAD NO. 123,
 CR1117'7 FEET EAST OF A WIRE FENCE CORNER POST, 2 FEET EAST-SOUTHEAST OF
 CR1117'A WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 CR1117'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 CR1117'SABINE 1958.
 CR1117'
 CR1117'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 79
 CR1117'AND U.S. HIGHWAY NO. 59 IN THE SOUTHEAST PART OF CARTHAGE,
 CR1117'GO NORTHEAST ON U.S. HIGHWAY NO. 79 FOR 8.1 MILES TO THE
 CR1117'SABINE RIVER BRIDGE, CONTINUE NORTHEAST ON U.S. HIGHWAY
 CR1117'NO. 79 FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 CR1117'ON FARM ROAD NO. 123 AND GO EAST FOR 0.2 MILE TO THE AZIMUTH
 CR1117'MARK ON THE LEFT AS DESCRIBED AND A SIDE ROAD ON THE RIGHT,
 CR1117'TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO THE STATION ON THE
 CR1117'RIGHT AS DESCRIBED.
 CR1117'
 CR1117'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1117
 CR1117                          STATION RECOVERY (1998)
 CR1117
 CR1117'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1103 ***********************************************************************
 DN1103  DESIGNATION -  SABINE
 DN1103  PID         -  DN1103
 DN1103  STATE/COUNTY-  TX/HUNT
 DN1103  USGS QUAD   -  GREENVILLE NE (1963)
 DN1103
 DN1103                         *CURRENT SURVEY CONTROL
 DN1103  ___________________________________________________________________
 DN1103* NAD 83(1993)-  33 07 57.81647(N)    096 02 02.19891(W)     ADJUSTED  
 DN1103* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 DN1103  ___________________________________________________________________
 DN1103  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 DN1103  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN1103
 DN1103  HORZ ORDER  -  SECOND
 DN1103
 DN1103.The horizontal coordinates were established by classical geodetic methods
 DN1103.and adjusted by the National Geodetic Survey in February 1996..
 DN1103
 DN1103.The orthometric height was scaled from a topographic map.
 DN1103
 DN1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1103
 DN1103.The geoid height was determined by GEOID03.
 DN1103
 DN1103;                    North         East     Units Scale Factor Converg.
 DN1103;SPC TXNC     - 2,165,271.599   830,064.955   MT  0.99987362   +1 20 41.9
 DN1103;SPC TXNC     - 7,103,895.24  2,723,304.77   sFT  0.99987362   +1 20 41.9
 DN1103;UTM  14      - 3,669,918.108   776,711.104   MT  1.00054418   +1 37 20.0
 DN1103;UTM  15      - 3,670,099.600   216,953.048   MT  1.00058792   -1 39 33.8
 DN1103
 DN1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1103!SPC TXNC     -   0.99997843  x   0.99987362  =   0.99985205
 DN1103!UTM  14      -   0.99997843  x   1.00054418  =   1.00052259
 DN1103!UTM  15      -   0.99997843  x   1.00058792  =   1.00056633
 DN1103
 DN1103:                Primary Azimuth Mark                     Grid Az
 DN1103:SPC TXNC     -  SABINE AZ MK                             003 36 19.3
 DN1103:UTM  14      -  SABINE AZ MK                             003 19 41.2
 DN1103:UTM  15      -  SABINE AZ MK                             006 36 35.0
 DN1103
 DN1103|---------------------------------------------------------------------|
 DN1103| PID    Reference Object                     Distance      Geod. Az  |
 DN1103|                                                           dddmmss.s |
 DN1103| CY2176 SABINE AZ MK                                       0045701.2 |
 DN1103| CY2177 SABINE RM 1                          27.472 METERS 17738     |
 DN1103| DN1107 MAJORS FIELD STANDPIPE              APPROX. 8.0 KM 2070946.7 |
 DN1103| CY2178 SABINE RM 2                          21.885 METERS 27516     |
 DN1103|---------------------------------------------------------------------|
 DN1103
 DN1103                          SUPERSEDED SURVEY CONTROL
 DN1103
 DN1103  NAD 83(1993)-  33 07 57.81854(N)    096 02 02.19555(W) AD(       ) 2
 DN1103  NAD 83(1986)-  33 07 57.82314(N)    096 02 02.18638(W) AD(       ) 2
 DN1103  NAD 27      -  33 07 57.41000(N)    096 02 01.29100(W) AD(       ) 2
 DN1103
 DN1103.Superseded values are not recommended for survey control.
 DN1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1103.See file dsdata.txt to determine how the superseded data were derived.
 DN1103
 DN1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7671169918(NAD 83)
 DN1103_MARKER: DS = TRIANGULATION STATION DISK
 DN1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1103
 DN1103  HISTORY     - Date     Condition        Report By
 DN1103  HISTORY     - 1949     MONUMENTED       CGS
 DN1103  HISTORY     - 1957     GOOD             CGS
 DN1103  HISTORY     - 1967     GOOD             BGAS
 DN1103  HISTORY     - 19940418 GOOD             USPSQD
 DN1103
 DN1103                          STATION DESCRIPTION
 DN1103
 DN1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 DN1103'STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF GREENVILLE
 DN1103'AND IN A PASTURE ABOUT 225 FEET SOUTH OF THE PRESENT U.S.
 DN1103'HIGHWAY 67.  IT IS ABOUT 150 FEET WEST OF A BARN AND ABOUT
 DN1103'125 FEET SOUTH-SOUTHWEST OF A FARMHOUSE AND 77 FEET EAST
 DN1103'OF A LARGE CORNER POST AT THE SOUTHEAST CORNER OF THE FENCE
 DN1103'AROUND THE FARMHOUSE.  THE TEXAS STATE HIGHWAY DEPARTMENT
 DN1103'IS PLANNING A NEW HIGHWAY AND THE STATION WAS PLACED ABOUT
 DN1103'3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF THE NEW
 DN1103'CONSTRUCTION.  THE FARM HOUSE AND THE BARN MENTIONED ABOVE ARE ON
 DN1103'THE RIGHT-OF-WAY AND WILL PROBABLY BE MOVED.  THE STATION MARK
 DN1103'PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED, SABINE
 DN1103'1949.
 DN1103'
 DN1103'REFERENCE MARK NO. 1 IS IN THE PASTURE SOUTH OF THE STATION,
 DN1103'ABOUT 150 FEET SOUTHEAST OF THE HOUSE AND 125 FEET SOUTHWEST
 DN1103'OF THE BARN MENTIONED ABOVE.  THE MARK PROJECTS ABOUT 3 INCHES
 DN1103'AND THE DISC IS STAMPED, SABINE NO 1 1949.
 DN1103'
 DN1103'REFERENCE MARK NO. 2 IS IN THE SAME PASTURE AS THE STATION
 DN1103'AND 41 FEET SOUTH OF THE LARGE CORNER POST AT THE SOUTHEAST
 DN1103'CORNER OF THE FENCE AROUND THE FARMHOUSE.  THE MARK PROJECTS
 DN1103'ABOUT 4 INCHES AND THE DISC IS STAMPED, SABINE NO 2 1949.
 DN1103'
 DN1103'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF THE NORTH-SOUTH ROAD
 DN1103'THAT IS NORTH OF THE HIGHWAY, 18 FEET EAST OF THE APPROXIMATE
 DN1103'CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE
 DN1103'AND ABOUT 150 FEET SOUTHEAST OF A LARGE LONE OAK TREE ACROSS
 DN1103'THE ROAD FROM THE MARK.  THE MARK PROJECTS ABOUT 6 INCHES
 DN1103'AND THE DISC IS STAMPED, SABINE 1949.
 DN1103'
 DN1103'THE STATION WAS REACHED FROM THE NORTHEAST CORNER OF THE
 DN1103'SQUARE AND COURTHOUSE IN GREENVILLE BY GOING EAST ON U.S.
 DN1103'HIGHWAY 67 FOR 4.3 MILES TO THE STATION SITE ON THE RIGHT.
 DN1103'
 DN1103'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 DN1103'DIRT ROAD, WHICH IS ABOUT 0.05 MILE EAST OF THE STATION, TO
 DN1103'THE MARK ON THE RIGHT AT TOP OF A GRADE.
 DN1103'
 DN1103'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1103
 DN1103                          STATION RECOVERY (1957)
 DN1103
 DN1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN1103'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1103'IN GOOD CONDITION AS DESCRIBED EXCEPT THAT R.M. NO. 2 IS
 DN1103'SET BACKWARDS.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 DN1103'ARE CORRECT EXCEPT--GO EAST FROM GREENVILLE APPROXIMATELY
 DN1103'4.5 MILES TO THE TOP OF A RIDGE AND THE STATION ON THE SOUTH
 DN1103'SIDE OF THE ROAD.  THE STATION IS APPROXIMATELY 200 FEET EAST
 DN1103'OF MR. FRASERS HOUSE AND APPROXIMATELY 50 FEET SOUTH OF SOUTH
 DN1103'RIGHT-OF-WAY FENCE LINE.
 DN1103
 DN1103                          STATION RECOVERY (1967)
 DN1103
 DN1103'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (ES)
 DN1103'SABINE-FOUND IN GOOD CONDITION
 DN1103'
 DN1103'REF. 1 AND 2 IN GOOD CONDITION
 DN1103
 DN1103                          STATION RECOVERY (1994)
 DN1103
 DN1103'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0909 ***********************************************************************
 AV0909  DESIGNATION -  SABINE LONGITUDE STATION
 AV0909  PID         -  AV0909
 AV0909  STATE/COUNTY-  TX/JEFFERSON
 AV0909  USGS QUAD   -  SABINE PASS (1993)
 AV0909
 AV0909                         *CURRENT SURVEY CONTROL
 AV0909  ___________________________________________________________________
 AV0909* NAD 83(1993)-  29 44 10.43304(N)    093 53 21.64343(W)     ADJUSTED  
 AV0909* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0909  ___________________________________________________________________
 AV0909  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AV0909  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AV0909
 AV0909  HORZ ORDER  -  SECOND
 AV0909
 AV0909.The horizontal coordinates were established by classical geodetic methods
 AV0909.and adjusted by the National Geodetic Survey in February 1996..
 AV0909
 AV0909.The orthometric height was scaled from a topographic map.
 AV0909
 AV0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0909
 AV0909.The geoid height was determined by GEOID03.
 AV0909
 AV0909;                    North         East     Units Scale Factor Converg.
 AV0909;SPC TXSC     - 4,221,692.563 1,094,194.017   MT  0.99988769   +2 30 13.6
 AV0909;SPC TXSC     -13,850,669.68  3,589,868.20   sFT  0.99988769   +2 30 13.6
 AV0909;SPC LA S     -   139,787.178   752,766.566   MT  0.99993634   -1 16 40.9
 AV0909;SPC LA S     -   458,618.43  2,469,701.64   sFT  0.99993634   -1 16 40.9
 AV0909;UTM  15      - 3,289,889.327   413,997.001   MT  0.99969126   -0 26 28.1
 AV0909
 AV0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0909!SPC TXSC     -   1.00000408  x   0.99988769  =   0.99989177
 AV0909!SPC LA S     -   1.00000408  x   0.99993634  =   0.99994042
 AV0909!UTM  15      -   1.00000408  x   0.99969126  =   0.99969534
 AV0909
 AV0909:                Primary Azimuth Mark                     Grid Az
 AV0909:SPC TXSC     -  PAT GLENNONS BAYOU                       006 02 20.0
 AV0909:SPC LA S     -  PAT GLENNONS BAYOU                       009 49 14.5
 AV0909:UTM  15      -  PAT GLENNONS BAYOU                       008 59 01.7
 AV0909
 AV0909|---------------------------------------------------------------------|
 AV0909| PID    Reference Object                     Distance      Geod. Az  |
 AV0909|                                                           dddmmss.s |
 AV0909| AV0952 PAT GLENNONS BAYOU                  APPROX. 3.6 KM 0083233.6 |
 AV0909| CV9363 SABINE LONG STATION RM 2             23.356 METERS 10927     |
 AV0909| CV9362 SABINE LONG STATION RM 1             21.850 METERS 19236     |
 AV0909|---------------------------------------------------------------------|
 AV0909
 AV0909                          SUPERSEDED SURVEY CONTROL
 AV0909
 AV0909  NAD 83(1993)-  29 44 10.43287(N)    093 53 21.64338(W) AD(       ) 2
 AV0909  NAD 83(1986)-  29 44 10.45564(N)    093 53 21.62902(W) AD(       ) 2
 AV0909  NAD 27      -  29 44 09.67700(N)    093 53 21.03100(W) AD(       ) 2
 AV0909
 AV0909.Superseded values are not recommended for survey control.
 AV0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0909.See file dsdata.txt to determine how the superseded data were derived.
 AV0909
 AV0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1399789889(NAD 83)
 AV0909_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AV0909_SETTING: 0 = UNSPECIFIED SETTING
 AV0909
 AV0909  HISTORY     - Date     Condition        Report By
 AV0909  HISTORY     - 1911     MONUMENTED       CGS
 AV0909  HISTORY     - 1933     GOOD             CGS
 AV0909  HISTORY     - 1935     SEE DESCRIPTION  USE
 AV0909  HISTORY     - 1947     POOR             CGS
 AV0909  HISTORY     - 1957     POOR             USN
 AV0909  HISTORY     - 1960     MARK NOT FOUND   CGS
 AV0909  HISTORY     - 20010825 MARK NOT FOUND   USPSQD
 AV0909  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 AV0909
 AV0909                          STATION DESCRIPTION
 AV0909
 AV0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (CVH)
 AV0909'ABOUT 200 METERS S OF THE RAILROAD STATION, ON THE UNIMPROVED
 AV0909'MARSHY FLATS, IN THE S CORNER OF THE INTERSECTION OF TWO GRADED
 AV0909'BUT UNSURFACED AND UNTRAVELED STREETS, ABOUT 20 METERS FROM
 AV0909'THE MIDDLE OF THE STREET TO THE NW, AND ABOUT 30 METERS FROM
 AV0909'THE STREET TO THE NE.
 AV0909'
 AV0909'THE STATION IS MARKED BY A PIER OF CONCRETE WITH FOUNDATION
 AV0909'2-1/2 FEET BELOW THE SURFACE, AND WITH A CROSS SECTION OF 18
 AV0909'INCHES BY 34 INCHES.  IN THE MIDDLE OF THE N AND S NOTCH
 AV0909'IN THE TOP OF THE PIER IS A BRASS STATION MARK BEARING THE
 AV0909'REGULAR WARNING ALONG WITH THE WORDS ASTRONOMICAL STATION.
 AV0909
 AV0909                          STATION RECOVERY (1933)
 AV0909
 AV0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0909'STATION RECOVERED.  PIER WORN AWAY CONSIDERABLY DUE TO EROSION
 AV0909'BUT STATION MARK RECOVERED INTACT.  TWO REFERENCE MARKS
 AV0909'WERE ESTABLISHED.  THEY ARE BRONZE DISKS SET IN CONCRETE.
 AV0909'
 AV0909'STATION IS LOCATED IN THE TOWN OF SABINE, ABOUT 200 METERS
 AV0909'S OF THE OLD ABANDONED RAILROAD STATION, 165 METERS SW OF
 AV0909'DIRT ROAD, 13 METERS SSE OF A DITCH, AND 20 METERS SE OF
 AV0909'AN UNUSED ROAD, IN HARD MARSH.
 AV0909'
 AV0909'A 12-FOOT SIGNAL WAS ERECTED WHICH IS OF SUFFICIENT HEIGHT.
 AV0909
 AV0909                          STATION RECOVERY (1935)
 AV0909
 AV0909'RECOVERY NOTE BY US ENGINEERS 1935
 AV0909'BRONZE CAP MARKING STATION HAS BEEN REMOVED.  THE CONCRETE
 AV0909'BASE ON WHICH CAP WAS PLACED REMAINS INTACT.
 AV0909
 AV0909                          STATION RECOVERY (1947)
 AV0909
 AV0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0909'THE STATION WAS RECOVERED IN VERY POOR CONDITION.  AS NOTED
 AV0909'IN 1935, THE BRONZE STATION MARK HAS BEEN REMOVED AND ONLY THE
 AV0909'CONCRETE BLOCK REMAINS.  THE CONCRETE BLOCK IS BADLY DETERIORATED
 AV0909'AND NOW ONLY FAINTLY RESEMBLES ITS ORIGINAL SHAPE.
 AV0909'
 AV0909'THE STATION WAS IDENTIFIED BY PLANE TABLE AND TOPO SHEET.
 AV0909'THE 1933 RECOVERY NOTE IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 AV0909'
 AV0909'1.  THE STATION IS LOCATED IN THE TOWN OF SABINE PASS AND NOT
 AV0909'IN SABINE.
 AV0909'
 AV0909'2.  THE OLD RAILROAD STATION IS NOW A PRIVATE RESIDENCE BUT
 AV0909'CAN BE EASILY LOCATED BY LOCAL INQUIRY.
 AV0909
 AV0909                          STATION RECOVERY (1957)
 AV0909
 AV0909'RECOVERY NOTE BY US NAVY 1957 (CDG)
 AV0909'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 AV0909'ADDITIONS--
 AV0909'
 AV0909'THE CONCRETE BASE IS EXTREMELY DETERIORATED AT PRESENT AND
 AV0909'IS HARDLY RECOGNIZABLE.  THERE IS NO INDICATION OF THE FORMER
 AV0909'LOCATION OF THE TRIANGULATION DISC IN THE CONCRETE.
 AV0909'
 AV0909'AT PRESENT, A RAYDIST STATION SITE WITH A 100 FT. ANTENNA
 AV0909'IS LOCATED APPROXIMATELY 200 FT. SOUTH OF THIS STATION.
 AV0909
 AV0909                          STATION RECOVERY (1960)
 AV0909
 AV0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AV0909'THE REMAINS OF A MONUMENT WERE FOUND IN THE DESCRIBED LOCATION
 AV0909'BUT IT ONLY FAINTLY RESEMBLES THE DESCRIPTION.  THE R.M.S
 AV0909'ESTABLISHED IN 1933 WERE SEARCHED FOR BUT COULD NOT BE FOUND.
 AV0909'
 AV0909'THE RECOVERY OF THIS STATION IS DOUBTFUL.
 AV0909
 AV0909                          STATION RECOVERY (2001)
 AV0909
 AV0909'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AV0909'MARK NOT FOUND.
 AV0909
 AV0909                          STATION RECOVERY (2002)
 AV0909
 AV0909'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0916 ***********************************************************************
 AV0916  DESIGNATION -  SABINE NECHES CANAL LT 25
 AV0916  PID         -  AV0916
 AV0916  STATE/COUNTY-  TX/JEFFERSON
 AV0916  USGS QUAD   -  WEST OF GREENS BAYOU (1993)
 AV0916
 AV0916                         *CURRENT SURVEY CONTROL
 AV0916  ___________________________________________________________________
 AV0916* NAD 83(1993)-  29 57 48.54786(N)    093 51 49.88381(W)     ADJUSTED  
 AV0916* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0916  ___________________________________________________________________
 AV0916  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0916  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AV0916
 AV0916  HORZ ORDER  -  THIRD
 AV0916
 AV0916.The horizontal coordinates were established by classical geodetic methods
 AV0916.and adjusted by the National Geodetic Survey in February 1996..
 AV0916
 AV0916.The orthometric height was scaled from a topographic map.
 AV0916
 AV0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0916
 AV0916.The geoid height was determined by GEOID03.
 AV0916
 AV0916;                    North         East     Units Scale Factor Converg.
 AV0916;SPC TXSC     - 4,246,964.937 1,095,551.313   MT  0.99992325   +2 30 58.5
 AV0916;SPC TXSC     -13,933,584.13  3,594,321.27   sFT  0.99992325   +2 30 58.5
 AV0916;SPC TX C     - 3,051,058.952 1,324,119.911   MT  1.00004441   +3 19 55.8
 AV0916;SPC TX C     -10,010,015.91  4,344,216.74   sFT  1.00004441   +3 19 55.8
 AV0916;SPC LA S     -   164,915.649   755,787.822   MT  0.99992596   -1 15 55.1
 AV0916;SPC LA S     -   541,060.76  2,479,613.88   sFT  0.99992596   -1 15 55.1
 AV0916;UTM  15      - 3,315,053.098   416,650.950   MT  0.99968571   -0 25 53.3
 AV0916
 AV0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0916!SPC TXSC     -   1.00000413  x   0.99992325  =   0.99992738
 AV0916!SPC TX C     -   1.00000413  x   1.00004441  =   1.00004854
 AV0916!SPC LA S     -   1.00000413  x   0.99992596  =   0.99993009
 AV0916!UTM  15      -   1.00000413  x   0.99968571  =   0.99968984
 AV0916
 AV0916:                Primary Azimuth Mark                     Grid Az
 AV0916:SPC TXSC     -  SABINE                                   069 05 57.7
 AV0916:SPC TX C     -  SABINE                                   068 17 00.4
 AV0916:SPC LA S     -  SABINE                                   072 52 51.3
 AV0916:UTM  15      -  SABINE                                   072 02 49.5
 AV0916
 AV0916|---------------------------------------------------------------------|
 AV0916| PID    Reference Object                     Distance      Geod. Az  |
 AV0916|                                                           dddmmss.s |
 AV0916| AV0923 SABINE                              APPROX. 7.8 KM 0713656.2 |
 AV0916| AV0974 PORT ARTHUR COLLEGE RADIO MAST      APPROX.11.1 KM 2125926.8 |
 AV0916| AV0975 PORT ARTHUR MUNICIPAL TANK          APPROX.11.1 KM 2175420.6 |
 AV0916|---------------------------------------------------------------------|
 AV0916
 AV0916                          SUPERSEDED SURVEY CONTROL
 AV0916
 AV0916  NAD 83(1993)-  29 57 48.54772(N)    093 51 49.88366(W) AD(       ) 3
 AV0916  NAD 83(1986)-  29 57 48.56869(N)    093 51 49.86733(W) AD(       ) 3
 AV0916  NAD 27      -  29 57 47.80100(N)    093 51 49.25400(W) AD(       ) 3
 AV0916
 AV0916.Superseded values are not recommended for survey control.
 AV0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0916.See file dsdata.txt to determine how the superseded data were derived.
 AV0916
 AV0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1665115053(NAD 83)
 AV0916_MARKER: 14 = NAVIGATION LIGHT
 AV0916
 AV0916  HISTORY     - Date     Condition        Report By
 AV0916  HISTORY     - 1947     FIRST OBSERVED   CGS
 AV0916  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 AV0916  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0916  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0916
 AV0916                          STATION DESCRIPTION
 AV0916
 AV0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0916'STATION IS THE LIGHT ON TOP OF A SKELETON STEEL TOWER ON
 AV0916'A CONCRETE BASE IN THE MARSH.  LIGHT IS 46 FEET HIGH.
 AV0916'
 AV0916'STATION IS LOCATED 7.5 MILES NNE FROM PORT ARTHUR, 0.7 MILE
 AV0916'S FROM THE PORT ARTHUR YACHT CLUB, ON THE W SIDE OF THE
 AV0916'SABINE-NECHES CANAL.  STATION CAN BE REACHED ONLY BY WATER.
 AV0916
 AV0916                          STATION RECOVERY (1999)
 AV0916
 AV0916'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0916'MARK NOT FOUND.
 AV0916
 AV0916                          STATION RECOVERY (2001)
 AV0916
 AV0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0916'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0916
 AV0916                          STATION RECOVERY (2001)
 AV0916
 AV0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0916'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0917 ***********************************************************************
 AV0917  DESIGNATION -  SABINE NECHES CANAL LT 22
 AV0917  PID         -  AV0917
 AV0917  STATE/COUNTY-  TX/JEFFERSON
 AV0917  USGS QUAD   -  WEST OF GREENS BAYOU (1993)
 AV0917
 AV0917                         *CURRENT SURVEY CONTROL
 AV0917  ___________________________________________________________________
 AV0917* NAD 83(1993)-  29 56 06.40732(N)    093 52 03.60818(W)     ADJUSTED  
 AV0917* NAVD 88     -                                                        
 AV0917  ___________________________________________________________________
 AV0917  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0917  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AV0917
 AV0917  HORZ ORDER  -  THIRD
 AV0917
 AV0917.The horizontal coordinates were established by classical geodetic methods
 AV0917.and adjusted by the National Geodetic Survey in February 1996..
 AV0917
 AV0917
 AV0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0917
 AV0917.The geoid height was determined by GEOID03.
 AV0917
 AV0917;                    North         East     Units Scale Factor Converg.
 AV0917;SPC TXSC     - 4,243,806.944 1,095,321.691   MT  0.99991795   +2 30 51.8
 AV0917;SPC TXSC     -13,923,223.28  3,593,567.91   sFT  0.99991795   +2 30 51.8
 AV0917;SPC LA S     -   161,779.659   755,350.418   MT  0.99992640   -1 16 01.9
 AV0917;SPC LA S     -   530,772.10  2,478,178.83   sFT  0.99992640   -1 16 01.9
 AV0917;UTM  15      - 3,311,911.827   416,259.332   MT  0.99968652   -0 25 58.8
 AV0917
 AV0917:                Primary Azimuth Mark                     Grid Az
 AV0917:SPC TXSC     -  PORT ARTHUR GULF ST UTIL STK             218 00 12.7
 AV0917:SPC LA S     -  PORT ARTHUR GULF ST UTIL STK             221 47 06.4
 AV0917:UTM  15      -  PORT ARTHUR GULF ST UTIL STK             220 57 03.3
 AV0917
 AV0917|---------------------------------------------------------------------|
 AV0917| PID    Reference Object                     Distance      Geod. Az  |
 AV0917|                                                           dddmmss.s |
 AV0917| AV0934 PORT ARTHUR GULF ST UTIL STK        APPROX.10.1 KM 2203104.5 |
 AV0917| AV0975 PORT ARTHUR MUNICIPAL TANK          APPROX. 8.5 KM 2290103.9 |
 AV0917| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX.12.4 KM 2315141.7 |
 AV0917|---------------------------------------------------------------------|
 AV0917
 AV0917                          SUPERSEDED SURVEY CONTROL
 AV0917
 AV0917  NAD 83(1993)-  29 56 06.40704(N)    093 52 03.60838(W) AD(       ) 3
 AV0917  NAD 83(1986)-  29 56 06.42805(N)    093 52 03.59368(W) AD(       ) 3
 AV0917  NAD 27      -  29 56 05.66000(N)    093 52 03.00000(W) AD(       ) 3
 AV0917
 AV0917.Superseded values are not recommended for survey control.
 AV0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0917.See file dsdata.txt to determine how the superseded data were derived.
 AV0917
 AV0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1625911912(NAD 83)
 AV0917_MARKER: 14 = NAVIGATION LIGHT
 AV0917
 AV0917  HISTORY     - Date     Condition        Report By
 AV0917  HISTORY     - 1947     FIRST OBSERVED   CGS
 AV0917  HISTORY     - 1949     SEE DESCRIPTION  CGS
 AV0917  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 AV0917  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0917  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0917
 AV0917                          STATION DESCRIPTION
 AV0917
 AV0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AV0917'IN THE RADIAL PLOT, THE LIGHT FALLS AT A POSITION ABOUT
 AV0917'9 M. S OF THE PUBLISHED TRIANGULATION STATION POSITION FOR
 AV0917'THE LIGHT.
 AV0917
 AV0917                          STATION RECOVERY (1999)
 AV0917
 AV0917'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0917'MARK NOT FOUND.
 AV0917
 AV0917                          STATION RECOVERY (2001)
 AV0917
 AV0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0917'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0917
 AV0917                          STATION RECOVERY (2001)
 AV0917
 AV0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0917'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0937 ***********************************************************************
 AV0937  DESIGNATION -  SABINE NECHES CANAL F RG LT 10
 AV0937  PID         -  AV0937
 AV0937  STATE/COUNTY-  TX/JEFFERSON
 AV0937  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0937
 AV0937                         *CURRENT SURVEY CONTROL
 AV0937  ___________________________________________________________________
 AV0937* NAD 83(1993)-  29 51 35.07961(N)    093 56 13.95566(W)     ADJUSTED  
 AV0937* NAVD 88     -                                                        
 AV0937  ___________________________________________________________________
 AV0937  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AV0937  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AV0937
 AV0937  HORZ ORDER  -  THIRD
 AV0937
 AV0937.The horizontal coordinates were established by classical geodetic methods
 AV0937.and adjusted by the National Geodetic Survey in February 1996..
 AV0937
 AV0937
 AV0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0937
 AV0937.The geoid height was determined by GEOID03.
 AV0937
 AV0937;                    North         East     Units Scale Factor Converg.
 AV0937;SPC TXSC     - 4,235,168.292 1,088,976.037   MT  0.99990506   +2 28 49.2
 AV0937;SPC TXSC     -13,894,881.30  3,572,748.88   sFT  0.99990506   +2 28 49.2
 AV0937;SPC LA S     -   153,578.244   748,448.670   MT  0.99992876   -1 18 07.1
 AV0937;SPC LA S     -   503,864.62  2,455,535.34   sFT  0.99992876   -1 18 07.1
 AV0937;UTM  15      - 3,303,612.675   409,479.385   MT  0.99970110   -0 27 59.9
 AV0937
 AV0937:                Primary Azimuth Mark                     Grid Az
 AV0937:SPC TXSC     -  PORT ARTHUR COLLEGE RADIO MAST           023 00 19.2
 AV0937:SPC LA S     -  PORT ARTHUR COLLEGE RADIO MAST           026 47 15.5
 AV0937:UTM  15      -  PORT ARTHUR COLLEGE RADIO MAST           025 57 08.3
 AV0937
 AV0937|---------------------------------------------------------------------|
 AV0937| PID    Reference Object                     Distance      Geod. Az  |
 AV0937|                                                           dddmmss.s |
 AV0937| AV0974 PORT ARTHUR COLLEGE RADIO MAST      APPROX. 2.4 KM 0252908.4 |
 AV0937| AV0957 W PORT ARTHUR W RAD MAST            APPROX. 3.6 KM 2360533.1 |
 AV0937| AV0941 W PORT ARTHUR GULF REFIN GR TK      APPROX. 2.9 KM 2875332.1 |
 AV0937| AV0938 PORT ARTHUR KCS RR STA CUPOLA       APPROX. 0.9 KM 3530617.6 |
 AV0937|---------------------------------------------------------------------|
 AV0937
 AV0937                          SUPERSEDED SURVEY CONTROL
 AV0937
 AV0937  NAD 83(1993)-  29 51 35.07934(N)    093 56 13.95556(W) AD(       ) 3
 AV0937  NAD 83(1986)-  29 51 35.10099(N)    093 56 13.93934(W) AD(       ) 3
 AV0937  NAD 27      -  29 51 34.33000(N)    093 56 13.32000(W) AD(       ) 3
 AV0937
 AV0937.Superseded values are not recommended for survey control.
 AV0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0937.See file dsdata.txt to determine how the superseded data were derived.
 AV0937
 AV0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0947903613(NAD 83)
 AV0937_MARKER: 15 = RANGE MARKER
 AV0937
 AV0937  HISTORY     - Date     Condition        Report By
 AV0937  HISTORY     - 1947     FIRST OBSERVED   CGS
 AV0937  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0937
 AV0937                          STATION DESCRIPTION
 AV0937
 AV0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0937'STATION IS THE CENTER OF THE TOP OF THE LIGHT WHICH IS SET
 AV0937'ON THE TOP OF A SKELETON STEEL TOWER ANCHORED TO A CONCRETE
 AV0937'SLAB.  THE LIGHT IS 38 FEET ABOVE WATER.
 AV0937'
 AV0937'STATION IS LOCATED ON THE S BANK OF THE SABINE-NECHES CANAL
 AV0937'ABOUT 0.5 MILE W OF THE PLEASURE PIER BRIDGE IN PORT ARTHUR.
 AV0937
 AV0937                          STATION RECOVERY (2002)
 AV0937
 AV0937'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0897 ***********************************************************************
 AV0897  DESIGNATION -  SABINE PASS CG FM RAD MAST
 AV0897  PID         -  AV0897
 AV0897  STATE/COUNTY-  TX/JEFFERSON
 AV0897  USGS QUAD   -  TEXAS POINT (1993)
 AV0897
 AV0897                         *CURRENT SURVEY CONTROL
 AV0897  ___________________________________________________________________
 AV0897* NAD 83(1993)-  29 43 40.79093(N)    093 52 15.20374(W)     ADJUSTED  
 AV0897* NAVD 88     -                                                        
 AV0897  ___________________________________________________________________
 AV0897  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AV0897  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AV0897
 AV0897  HORZ ORDER  -  THIRD
 AV0897
 AV0897.The horizontal coordinates were established by classical geodetic methods
 AV0897.and adjusted by the National Geodetic Survey in February 1996..
 AV0897
 AV0897
 AV0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0897
 AV0897.The geoid height was determined by GEOID03.
 AV0897
 AV0897;                    North         East     Units Scale Factor Converg.
 AV0897;SPC TXSC     - 4,220,858.958 1,096,017.508   MT  0.99988669   +2 30 46.1
 AV0897;SPC TXSC     -13,847,934.76  3,595,850.77   sFT  0.99988669   +2 30 46.1
 AV0897;SPC LA S     -   138,835.071   754,531.192   MT  0.99993701   -1 16 07.7
 AV0897;SPC LA S     -   455,494.73  2,475,491.09   sFT  0.99993701   -1 16 07.7
 AV0897;UTM  15      - 3,288,963.325   415,774.906   MT  0.99968752   -0 25 54.8
 AV0897
 AV0897                          SUPERSEDED SURVEY CONTROL
 AV0897
 AV0897  NAD 83(1993)-  29 43 40.79075(N)    093 52 15.20366(W) AD(       ) 4
 AV0897  NAD 83(1986)-  29 43 40.81316(N)    093 52 15.18924(W) AD(       ) 4
 AV0897  NAD 27      -  29 43 40.03000(N)    093 52 14.60000(W) AD(       ) 3
 AV0897
 AV0897.Superseded values are not recommended for survey control.
 AV0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0897.See file dsdata.txt to determine how the superseded data were derived.
 AV0897
 AV0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1577588963(NAD 83)
 AV0897_MARKER: 42 = RADIO/TV MAST
 AV0897
 AV0897  HISTORY     - Date     Condition        Report By
 AV0897  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0897  HISTORY     - 1976     GOOD             NGS
 AV0897  HISTORY     - 20010825 MARK NOT FOUND   USPSQD
 AV0897
 AV0897                          STATION DESCRIPTION
 AV0897
 AV0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0897'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF SABINE
 AV0897'PASS.  IT IS A 3 LEGGED STEEL STRUCTURE AND IS 168 FEET
 AV0897'HIGH AND IS RED AND WHITE IN COLOR.  THE INTERSECTING POINT
 AV0897'WAS THE TOP CENTER.
 AV0897
 AV0897                          STATION RECOVERY (1976)
 AV0897
 AV0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 AV0897'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 AV0897'ADEQUATE.
 AV0897'
 AV0897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SABINE.
 AV0897
 AV0897                          STATION RECOVERY (2001)
 AV0897
 AV0897'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AV0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0901 ***********************************************************************
 AV0901  DESIGNATION -  SABINE PASS CG LIFE BOAT STA
 AV0901  PID         -  AV0901
 AV0901  STATE/COUNTY-  TX/JEFFERSON
 AV0901  USGS QUAD   -  TEXAS POINT (1993)
 AV0901
 AV0901                         *CURRENT SURVEY CONTROL
 AV0901  ___________________________________________________________________
 AV0901* NAD 83(1993)-  29 42 20.71699(N)    093 51 15.34679(W)     ADJUSTED  
 AV0901* NAVD 88     -                                                        
 AV0901  ___________________________________________________________________
 AV0901  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AV0901  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0901
 AV0901  HORZ ORDER  -  THIRD
 AV0901
 AV0901.The horizontal coordinates were established by classical geodetic methods
 AV0901.and adjusted by the National Geodetic Survey in February 1996..
 AV0901
 AV0901
 AV0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0901
 AV0901.The geoid height was determined by GEOID03.
 AV0901
 AV0901;                    North         East     Units Scale Factor Converg.
 AV0901;SPC TXSC     - 4,218,466.701 1,097,732.836   MT  0.99988411   +2 31 15.5
 AV0901;SPC TXSC     -13,840,086.17  3,601,478.48   sFT  0.99988411   +2 31 15.5
 AV0901;SPC LA S     -   136,334.761   756,085.092   MT  0.99993893   -1 15 37.8
 AV0901;SPC LA S     -   447,291.63  2,480,589.17   sFT  0.99993893   -1 15 37.8
 AV0901;UTM  15      - 3,286,486.607   417,364.765   MT  0.99968425   -0 25 24.1
 AV0901
 AV0901                          SUPERSEDED SURVEY CONTROL
 AV0901
 AV0901  NAD 83(1993)-  29 42 20.71687(N)    093 51 15.34681(W) AD(       ) 4
 AV0901  NAD 83(1993)-  29 42 20.73701(N)    093 51 15.32578(W) AD(       ) 4
 AV0901  NAD 83(1986)-  29 42 20.73896(N)    093 51 15.33245(W) AD(       ) 4
 AV0901  NAD 27      -  29 42 19.95300(N)    093 51 14.74700(W) AD(       ) 3
 AV0901
 AV0901.Superseded values are not recommended for survey control.
 AV0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0901.See file dsdata.txt to determine how the superseded data were derived.
 AV0901
 AV0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1736586487(NAD 83)
 AV0901_MARKER: 55 = TOWER
 AV0901
 AV0901  HISTORY     - Date     Condition        Report By
 AV0901  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0901  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AV0901
 AV0901                          STATION DESCRIPTION
 AV0901
 AV0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0901'THE STATION IS LOCATED 2-1/2 MILES SOUTHEAST OF SABINE PASS,
 AV0901'IT IS A 4 LEGGED STEEL STRUCTURE, 132 FEET HIGH AND IS SILVER
 AV0901'IN COLOR.  IT HAS A CYCLONE FENCE AROUND THE BASE, WITH
 AV0901'A HIGH VOLTAGE SIGN ON IT.  THE INTERSECTING POINT WAS THE
 AV0901'TOP CENTER.
 AV0901
 AV0901                          STATION RECOVERY (1985)
 AV0901
 AV0901'RECOVERY NOTE BY US POWER SQUADRON 1985 (GBW)
 AV0901'THIS TOWER WAS AT THE OLD ABANDONED COAST GUARD STATION AND IS NO
 AV0901'LONGER THERE.  (DISMANTLED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0891 ***********************************************************************
 AV0891  DESIGNATION -  SABINE PASS CG STA FLAG
 AV0891  PID         -  AV0891
 AV0891  STATE/COUNTY-  TX/JEFFERSON
 AV0891  USGS QUAD   -  TEXAS POINT (1993)
 AV0891
 AV0891                         *CURRENT SURVEY CONTROL
 AV0891  ___________________________________________________________________
 AV0891* NAD 83(1993)-  29 42 22.08764(N)    093 51 12.01564(W)     ADJUSTED  
 AV0891* NAVD 88     -                                                        
 AV0891  ___________________________________________________________________
 AV0891  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AV0891  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0891
 AV0891  HORZ ORDER  -  THIRD
 AV0891
 AV0891.The horizontal coordinates were established by classical geodetic methods
 AV0891.and adjusted by the National Geodetic Survey in February 1996..
 AV0891
 AV0891
 AV0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0891
 AV0891.The geoid height was determined by GEOID03.
 AV0891
 AV0891;                    North         East     Units Scale Factor Converg.
 AV0891;SPC TXSC     - 4,218,512.797 1,097,820.426   MT  0.99988416   +2 31 17.1
 AV0891;SPC TXSC     -13,840,237.40  3,601,765.85   sFT  0.99988416   +2 31 17.1
 AV0891;SPC LA S     -   136,374.983   756,175.536   MT  0.99993889   -1 15 36.1
 AV0891;SPC LA S     -   447,423.59  2,480,885.90   sFT  0.99993889   -1 15 36.1
 AV0891;UTM  15      - 3,286,528.135   417,454.589   MT  0.99968407   -0 25 22.4
 AV0891
 AV0891                          SUPERSEDED SURVEY CONTROL
 AV0891
 AV0891  NAD 83(1993)-  29 42 22.08754(N)    093 51 12.01564(W) AD(       ) 4
 AV0891  NAD 83(1986)-  29 42 22.10971(N)    093 51 12.00126(W) AD(       ) 4
 AV0891  NAD 27      -  29 42 21.32600(N)    093 51 11.41700(W) AD(       ) 3
 AV0891
 AV0891.Superseded values are not recommended for survey control.
 AV0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0891.See file dsdata.txt to determine how the superseded data were derived.
 AV0891
 AV0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1745586528(NAD 83)
 AV0891_MARKER: 62 = FLAGPOLE
 AV0891
 AV0891  HISTORY     - Date     Condition        Report By
 AV0891  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0891  HISTORY     - 20010825 MARK NOT FOUND   USPSQD
 AV0891
 AV0891                          STATION DESCRIPTION
 AV0891
 AV0891'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0898 ***********************************************************************
 AV0898  DESIGNATION -  SABINE PASS COAST GUARD LOT
 AV0898  PID         -  AV0898
 AV0898  STATE/COUNTY-  TX/JEFFERSON
 AV0898  USGS QUAD   -  TEXAS POINT (1993)
 AV0898
 AV0898                         *CURRENT SURVEY CONTROL
 AV0898  ___________________________________________________________________
 AV0898* NAD 83(1993)-  29 43 41.53820(N)    093 52 15.38020(W)     ADJUSTED  
 AV0898* NAVD 88     -                                                        
 AV0898  ___________________________________________________________________
 AV0898  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AV0898  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AV0898
 AV0898  HORZ ORDER  -  THIRD
 AV0898
 AV0898.The horizontal coordinates were established by classical geodetic methods
 AV0898.and adjusted by the National Geodetic Survey in February 1996..
 AV0898
 AV0898
 AV0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0898
 AV0898.The geoid height was determined by GEOID03.
 AV0898
 AV0898;                    North         East     Units Scale Factor Converg.
 AV0898;SPC TXSC     - 4,220,881.734 1,096,011.762   MT  0.99988672   +2 30 46.1
 AV0898;SPC TXSC     -13,848,009.49  3,595,831.92   sFT  0.99988672   +2 30 46.1
 AV0898;SPC LA S     -   138,858.178   754,526.961   MT  0.99993700   -1 16 07.8
 AV0898;SPC LA S     -   455,570.54  2,475,477.20   sFT  0.99993700   -1 16 07.8
 AV0898;UTM  15      - 3,288,986.362   415,770.338   MT  0.99968753   -0 25 54.9
 AV0898
 AV0898                          SUPERSEDED SURVEY CONTROL
 AV0898
 AV0898  NAD 83(1993)-  29 43 41.53805(N)    093 52 15.38019(W) AD(       ) 4
 AV0898  NAD 83(1986)-  29 43 41.56043(N)    093 52 15.36581(W) AD(       ) 4
 AV0898  NAD 27      -  29 43 40.74700(N)    093 52 14.76000(W) AD(       ) 3
 AV0898
 AV0898.Superseded values are not recommended for survey control.
 AV0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0898.See file dsdata.txt to determine how the superseded data were derived.
 AV0898
 AV0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1577088986(NAD 83)
 AV0898_MARKER: 57 = LOOKOUT TOWER
 AV0898
 AV0898  HISTORY     - Date     Condition        Report By
 AV0898  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0898
 AV0898                          STATION DESCRIPTION
 AV0898
 AV0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0898'THE STATION IS LOCATED 2-1/2 MILES SOUTHEAST OF SABINE PASS.
 AV0898'IT IS A 4 LEGGED STEEL STRUCTURE WITH A BEACON ON THE TOP
 AV0898'AND IS 70 FEET HIGH, ARMY GREEN IN COLOR.  THE INTERSECTING
 AV0898'POINT WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0887 ***********************************************************************
 AV0887  DESIGNATION -  SABINE PASS JETTY CHAN RG F LT
 AV0887  PID         -  AV0887
 AV0887  STATE/COUNTY-  TX/JEFFERSON
 AV0887  USGS QUAD   -  TEXAS POINT (1993)
 AV0887
 AV0887                         *CURRENT SURVEY CONTROL
 AV0887  ___________________________________________________________________
 AV0887* NAD 83(1993)-  29 41 31.51848(N)    093 50 16.12047(W)     ADJUSTED  
 AV0887* NAVD 88     -                                                        
 AV0887  ___________________________________________________________________
 AV0887  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AV0887  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AV0887
 AV0887  HORZ ORDER  -  THIRD
 AV0887
 AV0887.The horizontal coordinates were established by classical geodetic methods
 AV0887.and adjusted by the National Geodetic Survey in February 1996..
 AV0887
 AV0887
 AV0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0887
 AV0887.The geoid height was determined by GEOID03.
 AV0887
 AV0887;                    North         East     Units Scale Factor Converg.
 AV0887;SPC TXSC     - 4,217,023.613 1,099,389.973   MT  0.99988260   +2 31 44.5
 AV0887;SPC TXSC     -13,835,351.64  3,606,915.27   sFT  0.99988260   +2 31 44.5
 AV0887;SPC LA S     -   134,785.441   757,643.538   MT  0.99994017   -1 15 08.2
 AV0887;SPC LA S     -   442,208.57  2,485,702.17   sFT  0.99994017   -1 15 08.2
 AV0887;UTM  15      - 3,284,960.615   418,945.276   MT  0.99968106   -0 24 54.1
 AV0887
 AV0887                          SUPERSEDED SURVEY CONTROL
 AV0887
 AV0887  NAD 83(1993)-  29 41 31.51828(N)    093 50 16.12011(W) AD(       ) 4
 AV0887  NAD 83(1986)-  29 41 31.54031(N)    093 50 16.10654(W) AD(       ) 4
 AV0887  NAD 27      -  29 41 30.75600(N)    093 50 15.53100(W) AD(       ) 3
 AV0887
 AV0887.Superseded values are not recommended for survey control.
 AV0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0887.See file dsdata.txt to determine how the superseded data were derived.
 AV0887
 AV0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1894584961(NAD 83)
 AV0887_MARKER: 15 = RANGE MARKER
 AV0887
 AV0887  HISTORY     - Date     Condition        Report By
 AV0887  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0887
 AV0887                          STATION DESCRIPTION
 AV0887
 AV0887'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0889 ***********************************************************************
 AV0889  DESIGNATION -  SABINE PASS JETTY CHAN RG R LT
 AV0889  PID         -  AV0889
 AV0889  STATE/COUNTY-  TX/JEFFERSON
 AV0889  USGS QUAD   -  TEXAS POINT (1993)
 AV0889
 AV0889                         *CURRENT SURVEY CONTROL
 AV0889  ___________________________________________________________________
 AV0889* NAD 83(1993)-  29 41 52.66485(N)    093 50 21.54472(W)     ADJUSTED  
 AV0889* NAVD 88     -                                                        
 AV0889  ___________________________________________________________________
 AV0889  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AV0889  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AV0889
 AV0889  HORZ ORDER  -  THIRD
 AV0889
 AV0889.The horizontal coordinates were established by classical geodetic methods
 AV0889.and adjusted by the National Geodetic Survey in February 1996..
 AV0889
 AV0889
 AV0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0889
 AV0889.The geoid height was determined by GEOID03.
 AV0889
 AV0889;                    North         East     Units Scale Factor Converg.
 AV0889;SPC TXSC     - 4,217,667.587 1,099,215.587   MT  0.99988325   +2 31 41.8
 AV0889;SPC TXSC     -13,837,464.41  3,606,343.14   sFT  0.99988325   +2 31 41.8
 AV0889;SPC LA S     -   135,439.550   757,511.993   MT  0.99993963   -1 15 10.9
 AV0889;SPC LA S     -   444,354.59  2,485,270.60   sFT  0.99993963   -1 15 10.9
 AV0889;UTM  15      - 3,285,612.563   418,804.224   MT  0.99968134   -0 24 57.0
 AV0889
 AV0889                          SUPERSEDED SURVEY CONTROL
 AV0889
 AV0889  NAD 83(1993)-  29 41 52.66476(N)    093 50 21.54479(W) AD(       ) 4
 AV0889  NAD 83(1993)-  29 41 52.68513(N)    093 50 21.52474(W) AD(       ) 4
 AV0889  NAD 83(1986)-  29 41 52.68663(N)    093 50 21.53021(W) AD(       ) 4
 AV0889  NAD 27      -  29 41 51.89800(N)    093 50 20.94800(W) AD(       ) 3
 AV0889
 AV0889.Superseded values are not recommended for survey control.
 AV0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0889.See file dsdata.txt to determine how the superseded data were derived.
 AV0889
 AV0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1880485613(NAD 83)
 AV0889_MARKER: 15 = RANGE MARKER
 AV0889
 AV0889  HISTORY     - Date     Condition        Report By
 AV0889  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0889  HISTORY     - 20010825 MARK NOT FOUND   USPSQD
 AV0889
 AV0889                          STATION DESCRIPTION
 AV0889
 AV0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0889'THE STATION IS A RED SQUARE STRUCTURE ON PILES.  FOUND IN
 AV0889'LIST OF LIGHTS AND OTHER MARINE AIDS, VOLUME 2, ATLANTIC
 AV0889'AND GULF COAST CG-160 1962.  THE INTERSECTING POINT WAS
 AV0889'TOP CENTER.
 AV0889
 AV0889                          STATION RECOVERY (2001)
 AV0889
 AV0889'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AV0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0914 ***********************************************************************
 AV0914  DESIGNATION -  SABINE PASS SW BASE
 AV0914  PID         -  AV0914
 AV0914  STATE/COUNTY-  TX/JEFFERSON
 AV0914  USGS QUAD   -  SABINE PASS (1993)
 AV0914
 AV0914                         *CURRENT SURVEY CONTROL
 AV0914  ___________________________________________________________________
 AV0914* NAD 83(1993)-  29 43 10.55401(N)    093 54 14.59154(W)     ADJUSTED  
 AV0914* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0914  ___________________________________________________________________
 AV0914  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AV0914  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AV0914
 AV0914  HORZ ORDER  -  SECOND
 AV0914
 AV0914.The horizontal coordinates were established by classical geodetic methods
 AV0914.and adjusted by the National Geodetic Survey in February 1996..
 AV0914
 AV0914.The orthometric height was scaled from a topographic map.
 AV0914
 AV0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0914
 AV0914.The geoid height was determined by GEOID03.
 AV0914
 AV0914;                    North         East     Units Scale Factor Converg.
 AV0914;SPC TXSC     - 4,219,788.721 1,092,852.995   MT  0.99988570   +2 29 47.6
 AV0914;SPC TXSC     -13,844,423.50  3,585,468.53   sFT  0.99988570   +2 29 47.6
 AV0914;SPC LA S     -   137,975.843   751,302.816   MT  0.99993772   -1 17 07.4
 AV0914;SPC LA S     -   452,675.74  2,464,899.32   sFT  0.99993772   -1 17 07.4
 AV0914;UTM  15      - 3,288,057.249   412,560.219   MT  0.99969433   -0 26 53.6
 AV0914
 AV0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0914!SPC TXSC     -   1.00000408  x   0.99988570  =   0.99988978
 AV0914!SPC LA S     -   1.00000408  x   0.99993772  =   0.99994180
 AV0914!UTM  15      -   1.00000408  x   0.99969433  =   0.99969841
 AV0914
 AV0914:                Primary Azimuth Mark                     Grid Az
 AV0914:SPC TXSC     -  SABINE PASS SW BASE AZ MK                013 57 24.4
 AV0914:SPC LA S     -  SABINE PASS SW BASE AZ MK                017 44 19.4
 AV0914:UTM  15      -  SABINE PASS SW BASE AZ MK                016 54 05.6
 AV0914
 AV0914|---------------------------------------------------------------------|
 AV0914| PID    Reference Object                     Distance      Geod. Az  |
 AV0914|                                                           dddmmss.s |
 AV0914| AV0998 SABINE PASS SW BASE AZ MK           APPROX. 0.5 KM 0162712.0 |
 AV0914| AV0911 SABINE PASS WATER TANK              APPROX. 1.9 KM 0211905.4 |
 AV0914| AV0898 SABINE PASS COAST GUARD LOT         APPROX. 3.3 KM 0732434.4 |
 AV0914| AV0897 SABINE PASS CG FM RAD MAST          APPROX. 3.3 KM 0734839.5 |
 AV0914| CV9365 SABINE PASS SW BASE RM 1             34.111 METERS 07746     |
 AV0914| AV0895 SABINE PASS RADIO TOWER             APPROX. 5.2 KM 0952015.4 |
 AV0914| AV0903 SABINE PASS TV STA KBMT MAST        APPROX. 4.0 KM 0985905.4 |
 AV0914| AV0901 SABINE PASS CG LIFE BOAT STA        APPROX. 5.1 KM 1073917.4 |
 AV0914| AV0889 SABINE PASS JETTY CHAN RG R LT      APPROX. 6.7 KM 1105600.7 |
 AV0914| AV0887 SABINE PASS JETTY CHAN RG F LT      APPROX. 7.1 KM 1152528.2 |
 AV0914| CV9366 SABINE PASS SW BASE RM 2             40.842 METERS 17440     |
 AV0914|---------------------------------------------------------------------|
 AV0914
 AV0914                          SUPERSEDED SURVEY CONTROL
 AV0914
 AV0914  NAD 83(1993)-  29 43 10.55388(N)    093 54 14.59144(W) AD(       ) 2
 AV0914  NAD 83(1986)-  29 43 10.57657(N)    093 54 14.57737(W) AD(       ) 2
 AV0914  NAD 27      -  29 43 09.79900(N)    093 54 13.98000(W) AD(       ) 2
 AV0914
 AV0914.Superseded values are not recommended for survey control.
 AV0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0914.See file dsdata.txt to determine how the superseded data were derived.
 AV0914
 AV0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1256088057(NAD 83)
 AV0914_MARKER: I = METAL ROD
 AV0914_SETTING: 0 = UNSPECIFIED SETTING
 AV0914
 AV0914  HISTORY     - Date     Condition        Report By
 AV0914  HISTORY     - 1874     MONUMENTED       CGS
 AV0914  HISTORY     - 1933     GOOD             CGS
 AV0914  HISTORY     - 1947     GOOD             CGS
 AV0914  HISTORY     - 1948     GOOD             CGS
 AV0914  HISTORY     - 1954     GOOD             WESGEO
 AV0914  HISTORY     - 1957     GOOD             USN
 AV0914  HISTORY     - 1960     GOOD             CGS
 AV0914  HISTORY     - 1963     GOOD             CGS
 AV0914  HISTORY     - 20010825 MARK NOT FOUND   USPSQD
 AV0914  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 AV0914
 AV0914                          STATION DESCRIPTION
 AV0914
 AV0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (JNM)
 AV0914'STATION IS LOCATED IN THE TOWN OF SABINE PASS, ON UNINCLOSED
 AV0914'GROUND BETWEEN THE SHELL ROAD LEADING TO THE CEMETERY AND
 AV0914'THE FENCE IN FRONT OF THE J.J. WELSH HOUSE, 110 METERS FROM THE
 AV0914'CEMETERY GATE, 8 METERS FROM THE FENCE, 16 METERS FROM THE
 AV0914'ROAD, AND 88 METERS FROM A TWIN LIVE OAK MARKED WITH A
 AV0914'TRIANGLE.
 AV0914'
 AV0914'STATION MARK IS A 3-INCH GALVANIZED PIPE, FILLED WITH AND
 AV0914'SET IN CONCRETE, AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AV0914'THE UNDERGROUND MARK IS THE APEX OF AN EARTHENWARE PYRAMID
 AV0914'3 FEET BELOW THE GROUND.  ABOVE THAT IS A COPPER TACK IN A
 AV0914'PIECE OF WOOD FITTED INTO A 4-INCH TILE.
 AV0914
 AV0914                          STATION RECOVERY (1933)
 AV0914
 AV0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0914'STATION MARK FOUND AS DESCRIBED AND IN VERY GOOD CONDITION.
 AV0914'TWO REFERENCE MARKS WERE ESTABLISHED.  THEY ARE BRONZE DISKS
 AV0914'SET IN CONCRETE.
 AV0914'
 AV0914'STATION IS LOCATED BETWEEN PUMPING PLANT 1 OF THE SUN OIL
 AV0914'COMPANY AND SABINE PASS CEMETERY, IN AN OPEN FIELD, 23 METERS
 AV0914'SE OF THE SHELL ROAD LEADING TO THE CEMETERY, 54 METERS
 AV0914'SW OF A POOR ROAD LEADING TO THE TANK FARM OF THE SUN OIL
 AV0914'COMPANY, AND ON THE SE SIDE OF THE SABINE PASS-GALVESTON
 AV0914'ROAD.  IT IS 86 METERS NW OF TANK 372.
 AV0914'
 AV0914'TO REACH STATION FROM SABINE PASS, FOLLOW GALVESTON ROAD
 AV0914'1.1 MILES TO SUN OIL COMPANY PUMPING PLANT 1, 100 METERS
 AV0914'BEYOND PLANT TURN LEFT ON SHELL ROAD TO CEMETERY, BEAR RIGHT
 AV0914'AT FORK AND STATION IS IN FIELD TO LEFT, A SHORT DISTANCE
 AV0914'PAST FORK.
 AV0914'
 AV0914'A 20-FOOT SIGNAL WAS ERECTED WHICH WAS OF SUFFICIENT HEIGHT.
 AV0914
 AV0914                          STATION RECOVERY (1947)
 AV0914
 AV0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0914'STATION RECOVERED AS DESCRIBED BY THE 1933 RECOVERY NOTE AND
 AV0914'IS IN GOOD CONDITION.
 AV0914
 AV0914                          STATION RECOVERY (1948)
 AV0914
 AV0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CWC)
 AV0914'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION
 AV0914'AS DESCRIBED IN 1933.  REVISED DESCRIPTION FOLLOWS--
 AV0914'
 AV0914'AT SABINE PASS, ABOUT ONE MILE SW OF THE CENTER OF TOWN,
 AV0914'ABOUT 300 YARDS SE OF STATE HIGHWAY 87, ABOUT 100 YARDS
 AV0914'NE OF PACE CEMETERY, AT A SUN OIL CO. TANK FARM, IN AN OPEN
 AV0914'FIELD BETWEEN TANK 372 AND THE ROAD LEADING TO THE CEMETERY,
 AV0914'86 METERS NW OF TANK 372, 81.2 METERS NNE OF A DOUBLE OAK
 AV0914'TREE WITH A DIM BLAZE ON THE NORTHEAST SIDE.  23 METERS SE OF
 AV0914'THE CENTER LINE OF THE MAIN ROAD LEADING TO THE CEMETERY, 54
 AV0914'METERS SW OF A DIM ROAD LEADING SE OF THE MAIN ROAD AT A
 AV0914'BEND, AND 61 METERS WNW OF THE OUTSIDE OF THE NORTH CORNER OF
 AV0914'THE LEVEE AROUND TANK 372.
 AV0914'
 AV0914'THE SURFACE MARK IS A 2 1/2-INCH IRON PIPE FILLED WITH CONCRETE
 AV0914'AND SET IN CONCRETE.  THERE IS NO DISK OR MARK IN THE TOP
 AV0914'OF THE PIPE.  THE CONCRETE AROUND THE PIPE IS FLUSH WITH
 AV0914'THE GROUND AND THE TOP OF IT IS INSCRIBED USC AND G SOUTHWEST
 AV0914'BASE.  THE SOUTH SIDE OF THE CONCRETE AROUND THE PIPE IS
 AV0914'BROKEN OFF.  THE PIPE PROJECTS 12 INCHES ABOVE THE GROUND
 AV0914'AND THE CONCRETE AROUND IT.
 AV0914'
 AV0914'REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE.
 AV0914'
 AV0914'TO REACH FROM THE MAIN STREET INTERSECTION IN SABINE PASS
 AV0914'GO SW ON STATE HIGHWAY 87 FOR 1.1 MILES TO A SIDE ROAD LEADING
 AV0914'LEFT, THENCE SE ON SIDE ROAD FOR 0.15 MILE TO A RIGHT TURN.
 AV0914'TURN RIGHT AND THE STATION IS IN THE FIELD TO THE LEFT.
 AV0914
 AV0914                          STATION RECOVERY (1954)
 AV0914
 AV0914'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 AV0914'MARK IS IN GOOD CONDITION.  ADD TO DESCRIPTION--
 AV0914'
 AV0914'MARK IS ON GROUNDS OF TANK FARM.  APPROXIMATELY MIDWAY BETWEEN
 AV0914'THE FENCE AND AROUND THE FARM AND TANKS.
 AV0914
 AV0914                          STATION RECOVERY (1957)
 AV0914
 AV0914'RECOVERY NOTE BY US NAVY 1957 (CDG)
 AV0914'PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 AV0914'
 AV0914'R.M. 1 SEARCHED FOR BUT NOT RECOVERED.
 AV0914'
 AV0914'R.M. 2 RECOVERED AS DESCRIBED.
 AV0914
 AV0914                          STATION RECOVERY (1960)
 AV0914
 AV0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AV0914'STATION RECOVERED IN FAIR CONDITION.  THE PIPE MARKING THE
 AV0914'STATION HAS BEEN STRUCK BY GRASS CUTTERS AND IS LEANING
 AV0914'TO THE SOUTHWEST.  R.M. 2 WAS RECOVERED IN GOOD CONDITION.
 AV0914'R.M. 1 WAS FOUND WITH THE TOP OF THE MONUMENT BROKEN OFF.
 AV0914'R.M. 1 WAS RE-ESTABLISHED IN THE EXACT 1933 LOCATION.  THE
 AV0914'DISTANCES AND DIRECTIONS TO THE R.M.S AS PER 1948 RECOVERY
 AV0914'NOTE WERE VERIFIED.
 AV0914'
 AV0914'THE 1948 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 AV0914'THE PIPE MARKING THE STATION IS LEANING TO THE SOUTHWEST
 AV0914'AND PROJECTS 1 FOOT.
 AV0914'
 AV0914'R.M. 1 IS SOUTHEAST OF THE STATION.  A STANDARD DISK STAMPED
 AV0914'SABINE PASS SW BASE NO. 1 1933 IN TOP OF A CONCRETE MONUMENT
 AV0914'PROJECTING 6 INCHES ABOVE GROUND.
 AV0914'
 AV0914'R.M. 2 IS SOUTHWEST OF THE STATION.  A STANDARD DISK STAMPED
 AV0914'NO. 2 IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 AV0914'ABOVE GROUND.
 AV0914
 AV0914                          STATION RECOVERY (1963)
 AV0914
 AV0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0914'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AV0914'DESCRIBED IN 1948 AND FOUND TO BE IN GOOD CONDITION.  THE
 AV0914'DIRECTIONS AND DISTANCE TO REFERENCE MARKS 1 AND 2 DID NOT
 AV0914'CHECK, A DIFFERENCE OF 1 MINUTE 26 SECONDS LOWER WAS FOUND
 AV0914'TO REFERENCE MARK 1 AND 2 MINUTES 12 SECONDS LOWER WAS FOUND
 AV0914'TO REFERENCE MARK 2, AN AZIMUTH MARK WAS ESTABLISHED AT
 AV0914'THIS TIME, AND A NEW TO REACH IS AS FOLLOWS.
 AV0914'
 AV0914'TO REACH THE STATION FROM THE MAIN CROSSROADS IN SABINE
 AV0914'PASS, GO SOUTHWEST ON STATE HIGHWAY 87 FOR 0.85 MILE TO THE
 AV0914'AZIMUTH MARK ON THE SOUTH SIDE OF THE ROAD AS DESCRIBED,
 AV0914'CONTINUE EASTERLY FOR 0.25 MILE TO A SIDE ROAD LEFT (JUST
 AV0914'PAST OIL TANK NUMBER 303), TURN LEFT AND GO SOUTH ON A SHELL
 AV0914'ROAD FOR 0.1 MILE TO A FORK, KEEP RIGHT FOR ABOUT 100 FEET
 AV0914'TO THE STATION IN THE MARSH ON THE LEFT AS DESCRIBED.
 AV0914'
 AV0914'NEW MEASURMENTS FOR STATION AND REFERENCE MARKS ARE AS FOLLOWS--
 AV0914'
 AV0914'STATION MARK, IS 2.2 FEET SOUTH-SOUTHEAST OF THE 3 INCH
 AV0914'DIAMETER CREOSOTE WITNESS POST WITH SIGN, 34 FEET SOUTH-SOUTHEAST
 AV0914'OF THE NORTHEAST AND SOUTHWEST FENCELINE AND 75 FEET
 AV0914'SOUTH-SOUTHEAST OF A SHELL ROAD.
 AV0914'
 AV0914'REFERENCE MARK NO. 1, IS A STANDARD REFERENCE DISK SET IN
 AV0914'THE TOP OF A 6 INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT
 AV0914'12 INCHES ABOVE THE GROUND SURFACE AND IS STAMPED SABINE
 AV0914'PASS SW BASE NO. 1 1933--THE MARK IS 108 FEET SOUTH OF THE
 AV0914'SHELL ROAD, 111.6 FEET SOUTH-SOUTHEAST OF A SHELL ROAD LEADING
 AV0914'TO CEMETERY AND 113.6 FEET EAST OF THE 3 INCH DIAMETER CREOSOTE
 AV0914'WITNESS POST.
 AV0914'
 AV0914'REFERENCE MARK NO. 2, IS A STANDARD DISK SET IN THE TOP
 AV0914'OF A 5X5 INCH CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 AV0914'ABOVE THE GROUND AND IS STAMPED NO. 2.  THE MARK IS 69 FEET
 AV0914'NORTH-NORTHEAST OF A LEVEE AROUND A OIL TANK, 123 FEET SOUTHEAST
 AV0914'OF THE FENCELINE AND 131.8 FEET SOUTH OF THE 3 INCH DIAMETER
 AV0914'CREOSOTE WITNESS POST WITH SIGN.
 AV0914'
 AV0914'AZIMUTH MARK, IS A STANDARD AZIMUTH DISK SET IN THE TOP OF
 AV0914'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 AV0914'ABOVE THE GROUND AND IS STAMPED SABINE PASS SW BASE 1963.
 AV0914'THE MARK IS 4.9 FEET SOUTH OF THE 3 INCH DIAMETER CREOSOTE
 AV0914'WITNESS POST WITH SIGN, 2.4 FEET WEST OF POWERLINE POLE
 AV0914'NUMBER 8313, 56.6 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 AV0914'87 AND 136 FEET EAST OF THE SOUTHWEST CORNER OF THE MOTEL.
 AV0914
 AV0914                          STATION RECOVERY (2001)
 AV0914
 AV0914'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AV0914'MARK NOT FOUND.
 AV0914
 AV0914                          STATION RECOVERY (2003)
 AV0914
 AV0914'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0914'AV0914 RM1 NOT FOUND
 AV0914'AV0914 RM2 NOT FOUND
 AV0914'AV0914 SABINE PASS SW BASE AZIMUTH MARK FOUND GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0998 ***********************************************************************
 AV0998  DESIGNATION -  SABINE PASS SW BASE AZ MK
 AV0998  PID         -  AV0998
 AV0998  STATE/COUNTY-  TX/JEFFERSON
 AV0998  USGS QUAD   -  SABINE PASS (1993)
 AV0998
 AV0998                         *CURRENT SURVEY CONTROL
 AV0998  ___________________________________________________________________
 AV0998* NAD 83(1993)-  29 43 26.14929(N)    093 54 09.31482(W)     ADJUSTED  
 AV0998* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 AV0998  ___________________________________________________________________
 AV0998  X           -    -377,290.617 (meters)                     COMP
 AV0998  Y           -  -5,530,617.787 (meters)                     COMP
 AV0998  Z           -   3,143,822.026 (meters)                     COMP
 AV0998  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AV0998  ELLIP HEIGHT-         -25.28  (meters)          (06/17/02) GPS OBS
 AV0998  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AV0998
 AV0998  HORZ ORDER  -  FIRST
 AV0998  ELLP ORDER  -  FIFTH     CLASS I
 AV0998
 AV0998.The horizontal coordinates were established by GPS observations
 AV0998.and adjusted by the National Geodetic Survey in February 1996..
 AV0998
 AV0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0998
 AV0998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0998
 AV0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0998
 AV0998.The ellipsoidal height was determined by GPS observations
 AV0998.and is referenced to NAD 83.
 AV0998
 AV0998.The geoid height was determined by GEOID03.
 AV0998
 AV0998;                    North         East     Units Scale Factor Converg.
 AV0998;SPC TXSC     - 4,220,274.583 1,092,973.745   MT  0.99988621   +2 29 50.2
 AV0998;SPC TXSC     -13,846,017.53  3,585,864.70   sFT  0.99988621   +2 29 50.2
 AV0998;SPC LA S     -   138,452.707   751,455.358   MT  0.99993735   -1 17 04.8
 AV0998;SPC LA S     -   454,240.26  2,465,399.79   sFT  0.99993735   -1 17 04.8
 AV0998;UTM  15      - 3,288,536.174   412,705.742   MT  0.99969402   -0 26 51.2
 AV0998
 AV0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0998!SPC TXSC     -   1.00000397  x   0.99988621  =   0.99989018
 AV0998!SPC LA S     -   1.00000397  x   0.99993735  =   0.99994132
 AV0998!UTM  15      -   1.00000397  x   0.99969402  =   0.99969799
 AV0998
 AV0998                          SUPERSEDED SURVEY CONTROL
 AV0998
 AV0998  ELLIP H (02/16/96)  -25.23   (m)                       GP(       ) 5 1
 AV0998  NAD 83(1993)-  29 43 26.14922(N)    093 54 09.31485(W) AD(       ) 1
 AV0998  ELLIP H (01/21/93)  -25.22   (m)                       GP(       ) 4 2
 AV0998  NAD 83(1986)-  29 43 26.16862(N)    093 54 09.29363(W) AD(       ) 1
 AV0998  NGVD 29 (12/24/91)    1.9    (m)            6.     (f) GPS OBS        
 AV0998
 AV0998.Superseded values are not recommended for survey control.
 AV0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0998.See file dsdata.txt to determine how the superseded data were derived.
 AV0998
 AV0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1270688536(NAD 83)
 AV0998_MARKER: DZ = AZIMUTH MARK DISK
 AV0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0998_SP_SET: CONCRETE POST
 AV0998_STAMPING: SABINE PASS SW BASE 1963
 AV0998_MARK LOGO: CGS   
 AV0998_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AV0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0998+STABILITY: SURFACE MOTION
 AV0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0998+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 AV0998
 AV0998  HISTORY     - Date     Condition        Report By
 AV0998  HISTORY     - 1963     MONUMENTED       CGS
 AV0998  HISTORY     - 19900108 GOOD             MERRIC
 AV0998  HISTORY     - 20010825 MARK NOT FOUND   USPSQD
 AV0998  HISTORY     - 20040729 GOOD             JCLS
 AV0998
 AV0998                          STATION DESCRIPTION
 AV0998
 AV0998'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0998'FROM THE DICK DOWLING MONUMENT IN SABINE PASS GO WEST ON STATE HIGHWAY
 AV0998'87 FOR 0.8 MILES TO THE STATION ON THE LEFT.  THE MARKER IS 2.4 FEET
 AV0998'WEST OF POWERLINE POLE NUMBER 8313, 56.6 FEET SOUTH OF THE CENTERLINE
 AV0998'OF STATE HIGHWAY 87, AND 136 FEET EAST OF THE SOUTHWEST CORNER OF A
 AV0998'MOTEL.  CONTROL POINT PROJECTS ABOUT 0.25 FEET ABOVE THE SURROUNDING
 AV0998'GROUND.
 AV0998
 AV0998                          STATION RECOVERY (2001)
 AV0998
 AV0998'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AV0998'MARK NOT FOUND.
 AV0998
 AV0998                          STATION RECOVERY (2004)
 AV0998
 AV0998'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (CB)
 AV0998'MARK RECOVERED IN GOOD CONDITION WITH THE ADDITION OF A CARSONITE
 AV0998'WITNESS POST ADJACENT TO THE MARK AND NO MOTEL AS PREVIOUSLY
 AV0998'MENTIONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0911 ***********************************************************************
 AV0911  DESIGNATION -  SABINE PASS WATER TANK
 AV0911  PID         -  AV0911
 AV0911  STATE/COUNTY-  TX/JEFFERSON
 AV0911  USGS QUAD   -  SABINE PASS (1993)
 AV0911
 AV0911                         *CURRENT SURVEY CONTROL
 AV0911  ___________________________________________________________________
 AV0911* NAD 83(1993)-  29 44 06.66535(N)    093 53 49.50087(W)     ADJUSTED  
 AV0911* NAVD 88     -                                                        
 AV0911  ___________________________________________________________________
 AV0911  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AV0911  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AV0911
 AV0911  HORZ ORDER  -  THIRD
 AV0911
 AV0911.The horizontal coordinates were established by classical geodetic methods
 AV0911.and adjusted by the National Geodetic Survey in February 1996..
 AV0911
 AV0911
 AV0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0911
 AV0911.The geoid height was determined by GEOID03.
 AV0911
 AV0911;                    North         East     Units Scale Factor Converg.
 AV0911;SPC TXSC     - 4,221,544.001 1,093,451.280   MT  0.99988756   +2 29 59.9
 AV0911;SPC TXSC     -13,850,182.28  3,587,431.41   sFT  0.99988756   +2 29 59.9
 AV0911;SPC LA S     -   139,687.924   752,015.610   MT  0.99993643   -1 16 54.9
 AV0911;SPC LA S     -   458,292.80  2,467,237.88   sFT  0.99993643   -1 16 54.9
 AV0911;UTM  15      - 3,289,779.141   413,247.758   MT  0.99969286   -0 26 41.9
 AV0911
 AV0911                          SUPERSEDED SURVEY CONTROL
 AV0911
 AV0911  NAD 83(1993)-  29 44 06.66514(N)    093 53 49.50073(W) AD(       ) 4
 AV0911  NAD 83(1986)-  29 44 06.68769(N)    093 53 49.48644(W) AD(       ) 4
 AV0911  NAD 27      -  29 44 05.90600(N)    093 53 48.89100(W) AD(       ) 3
 AV0911
 AV0911.Superseded values are not recommended for survey control.
 AV0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0911.See file dsdata.txt to determine how the superseded data were derived.
 AV0911
 AV0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1324889779(NAD 83)
 AV0911_MARKER: 53 = ELEVATED TANK
 AV0911_SETTING: 0 = UNSPECIFIED SETTING
 AV0911
 AV0911  HISTORY     - Date     Condition        Report By
 AV0911  HISTORY     - 1963     FIRST OBSERVED   CGS
 AV0911  HISTORY     - 1983     GOOD             LOCENG
 AV0911  HISTORY     - 1985     GOOD             USPSQD
 AV0911  HISTORY     - 20010825 MARK NOT FOUND   USPSQD
 AV0911  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 AV0911
 AV0911                          STATION DESCRIPTION
 AV0911
 AV0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0911'THE STATION IS LOCATED IN THE NORTHWEST PART OF SABINE PASS,
 AV0911'100 FEET EAST OF STATE HIGHWAY 87.  IT IS A 4 LEGGED STEEL
 AV0911'STRUCTURE.  IT IS 125 FEET HIGH AND IS SILVER IN COLOR WITH
 AV0911'A RED LIGHT ON THE TOP.  THE INTERSECTING POINT WAS THE
 AV0911'TOP CENTER.
 AV0911
 AV0911                          STATION RECOVERY (1983)
 AV0911
 AV0911'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (DTD)
 AV0911'STATION IN GOOD CONDITION, DESCRIPTION ACCURATE.
 AV0911
 AV0911                          STATION RECOVERY (1985)
 AV0911
 AV0911'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDM)
 AV0911'LOCATION CONFIRMED AS DESCRIBED IN HORIZONTAL CONTROL DATA DATED
 AV0911'OCTOBER 1966.
 AV0911
 AV0911                          STATION RECOVERY (2001)
 AV0911
 AV0911'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AV0911'MARK NOT FOUND.
 AV0911
 AV0911                          STATION RECOVERY (2002)
 AV0911
 AV0911'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0911'SABINE PASS WATER TANK HAS BEEN TORN DOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3229 ***********************************************************************
 BK3229  DESIGNATION -  SABINE RM A 1966
 BK3229  PID         -  BK3229
 BK3229  STATE/COUNTY-  TX/NEWTON
 BK3229  USGS QUAD   -  EVANS (1984)
 BK3229
 BK3229                         *CURRENT SURVEY CONTROL
 BK3229  ___________________________________________________________________
 BK3229* NAD 83(1993)-  30 54 24.17986(N)    093 36 04.19473(W)     ADJUSTED  
 BK3229* NAVD 88     -        84.6    (meters)     278.     (feet)  VERTCON   
 BK3229  ___________________________________________________________________
 BK3229  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 BK3229  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK3229
 BK3229  HORZ ORDER  -  FIRST
 BK3229
 BK3229.The horizontal coordinates were established by classical geodetic methods
 BK3229.and adjusted by the National Geodetic Survey in February 1996..
 BK3229
 BK3229.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3229
 BK3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3229
 BK3229.The geoid height was determined by GEOID03.
 BK3229
 BK3229;                    North         East     Units Scale Factor Converg.
 BK3229;SPC TX C     - 3,156,931.559 1,343,107.809   MT  0.99988310   +3 28 02.9
 BK3229;SPC TX C     -10,357,366.29  4,406,512.87   sFT  0.99988310   +3 28 02.9
 BK3229;SPC LA N     -    45,631.523   894,726.334   MT  1.00006910   -0 34 55.9
 BK3229;SPC LA N     -   149,709.42  2,935,447.98   sFT  1.00006910   -0 34 55.9
 BK3229;SPC LA S     -   268,927.216   783,205.048   MT  1.00005049   -1 08 02.2
 BK3229;SPC LA S     -   882,305.37  2,569,565.23   sFT  1.00005049   -1 08 02.2
 BK3229;UTM  15      - 3,419,418.671   442,552.834   MT  0.99964071   -0 18 31.7
 BK3229
 BK3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3229!SPC TX C     -   0.99999101  x   0.99988310  =   0.99987411
 BK3229!SPC LA N     -   0.99999101  x   1.00006910  =   1.00006011
 BK3229!SPC LA S     -   0.99999101  x   1.00005049  =   1.00004150
 BK3229!UTM  15      -   0.99999101  x   0.99964071  =   0.99963173
 BK3229
 BK3229|---------------------------------------------------------------------|
 BK3229| PID    Reference Object                     Distance      Geod. Az  |
 BK3229|                                                           dddmmss.s |
 BK3229| BK3228 SABINE                               28.425 METERS 04556     |
 BK3229| BK3232 QUICKSAND RESET                     APPROX.11.3 KM 2734804.1 |
 BK3229| BK3234 BURKEVILLE LOOKOUT TOWER            APPROX. 7.2 KM 2982907.4 |
 BK3229|---------------------------------------------------------------------|
 BK3229
 BK3229                          SUPERSEDED SURVEY CONTROL
 BK3229
 BK3229  NAD 83(1993)-  30 54 24.18540(N)    093 36 04.19164(W) AD(       ) 1
 BK3229  NAD 83(1986)-  30 54 24.18886(N)    093 36 04.19041(W) AD(       ) 1
 BK3229  NAD 27      -  30 54 23.47401(N)    093 36 03.57106(W) AD(       ) 1
 BK3229  NGVD 29 (07/19/86)   84.7    (m)          278.     (f) VERT ANG       
 BK3229
 BK3229.Superseded values are not recommended for survey control.
 BK3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3229.See file dsdata.txt to determine how the superseded data were derived.
 BK3229
 BK3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4255319419(NAD 83)
 BK3229_MARKER: DS = TRIANGULATION STATION DISK
 BK3229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3229
 BK3229  HISTORY     - Date     Condition        Report By
 BK3229  HISTORY     - 1966     MONUMENTED       CGS
 BK3229
 BK3229                          STATION DESCRIPTION
 BK3229
 BK3229'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3229'THE STATION IS LOCATED ABOUT 10 MILES EAST NORTHEAST OF
 BK3229'NEWTON, 2 MILES EAST OF STRINGTOWN AND ON PROPERTY OWNED
 BK3229'BY THE SOUTHWESTERN DEVELOPMENT LUMBER COMPANY.
 BK3229'
 BK3229'THE STATION MARK IS A STANDARD DISK, STAMPED SABINE RM A
 BK3229'1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 BK3229'4 INCHES.  IT IS 116 FEET SOUTHWEST OF THE CENTERLINE OF A
 BK3229'SAND ROAD AND 3 FEET EAST OF A METAL WITNESS POST WITH SIGN
 BK3229'ATTACHED.
 BK3229'
 BK3229'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BK3229'SABINE 1935 1966, THE DISTANCE BEING 28.4251 METERS OR
 BK3229'93.258 FEET NORTHEAST OF SABINE 1935 1966.
 BK3229'
 BK3229'FOR TO REACH SEE DESCRIPTION OF SABINE 1935 1966 THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2698 ***********************************************************************
 BY2698  DESIGNATION -  SACUL CHURCH
 BY2698  PID         -  BY2698
 BY2698  STATE/COUNTY-  TX/NACOGDOCHES
 BY2698  USGS QUAD   -  REKLAW (1973)
 BY2698
 BY2698                         *CURRENT SURVEY CONTROL
 BY2698  ___________________________________________________________________
 BY2698* NAD 83(1993)-  31 49 37.94530(N)    094 55 11.45431(W)     ADJUSTED  
 BY2698* NAVD 88     -                                                        
 BY2698  ___________________________________________________________________
 BY2698  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BY2698  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY2698
 BY2698  HORZ ORDER  -  THIRD
 BY2698
 BY2698.The horizontal coordinates were established by classical geodetic methods
 BY2698.and adjusted by the National Geodetic Survey in February 1996..
 BY2698
 BY2698
 BY2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2698
 BY2698.The geoid height was determined by GEOID03.
 BY2698
 BY2698;                    North         East     Units Scale Factor Converg.
 BY2698;SPC TX C     - 3,251,984.284 1,212,284.466   MT  0.99998541   +2 47 17.7
 BY2698;SPC TX C     -10,669,218.44  3,977,303.29   sFT  0.99998541   +2 47 17.7
 BY2698;UTM  15      - 3,522,888.851   318,305.593   MT  1.00000716   -1 00 45.8
 BY2698
 BY2698                          SUPERSEDED SURVEY CONTROL
 BY2698
 BY2698  NAD 83(1986)-  31 49 37.95546(N)    094 55 11.44164(W) AD(       ) 4
 BY2698  NAD 27      -  31 49 37.33000(N)    094 55 10.66000(W) AD(       ) 3
 BY2698
 BY2698.Superseded values are not recommended for survey control.
 BY2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2698.See file dsdata.txt to determine how the superseded data were derived.
 BY2698
 BY2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR1830622889(NAD 83)
 BY2698_MARKER: 90 = CHURCH SPIRE
 BY2698
 BY2698  HISTORY     - Date     Condition        Report By
 BY2698  HISTORY     - 1919     FIRST OBSERVED   CGS
 BY2698  HISTORY     - 1935     GOOD             CGS
 BY2698  HISTORY     - 19980919 GOOD             USPSQD
 BY2698
 BY2698                          STATION DESCRIPTION
 BY2698
 BY2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2698'THE CHURCH DESCRIBED IS EITHER THE METHODIST (TALLEST WITH THE
 BY2698'HIGHEST SPIRE) OR THE BAPTIST CHURCH.  BOTH ARE STILL STANDING
 BY2698'UNCHANGED SINCE 1919.
 BY2698
 BY2698                          STATION RECOVERY (1998)
 BY2698
 BY2698'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0717 ***********************************************************************
 BN0717  DESIGNATION -  SADDLE ET
 BN0717  PID         -  BN0717
 BN0717  STATE/COUNTY-  TX/MASON
 BN0717  USGS QUAD   -  PURDY HILL (1979)
 BN0717
 BN0717                         *CURRENT SURVEY CONTROL
 BN0717  ___________________________________________________________________
 BN0717* NAD 83(1993)-  30 51 06.27729(N)    099 14 36.23976(W)     ADJUSTED  
 BN0717* NAVD 88     -       610.5    (meters)    2003.     (feet)  VERTCON   
 BN0717  ___________________________________________________________________
 BN0717  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BN0717  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BN0717
 BN0717  HORZ ORDER  -  THIRD
 BN0717
 BN0717.The horizontal coordinates were established by classical geodetic methods
 BN0717.and adjusted by the National Geodetic Survey in February 1996..
 BN0717
 BN0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0717
 BN0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0717
 BN0717.The geoid height was determined by GEOID03.
 BN0717
 BN0717;                    North         East     Units Scale Factor Converg.
 BN0717;SPC TX C     - 3,131,882.285   804,240.337   MT  0.99988514   +0 33 41.0
 BN0717;SPC TX C     -10,275,183.80  2,638,578.51   sFT  0.99988514   +0 33 41.0
 BN0717;UTM  14      - 3,413,196.949   476,727.662   MT  0.99960668   -0 07 29.4
 BN0717
 BN0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0717!SPC TX C     -   0.99990772  x   0.99988514  =   0.99979287
 BN0717!UTM  14      -   0.99990772  x   0.99960668  =   0.99951444
 BN0717
 BN0717:                Primary Azimuth Mark                     Grid Az
 BN0717:SPC TX C     -  MARBLE ET                                180 06 14.9
 BN0717:UTM  14      -  MARBLE ET                                180 47 25.3
 BN0717
 BN0717|---------------------------------------------------------------------|
 BN0717| PID    Reference Object                     Distance      Geod. Az  |
 BN0717|                                                           dddmmss.s |
 BN0717| BN0718 MARBLE ET                           APPROX. 4.9 KM 1803955.9 |
 BN0717|---------------------------------------------------------------------|
 BN0717
 BN0717                          SUPERSEDED SURVEY CONTROL
 BN0717
 BN0717  NAD 83(1986)-  30 51 06.28666(N)    099 14 36.22438(W) AD(       ) 3
 BN0717  NAD 27      -  30 51 05.65797(N)    099 14 35.02425(W) AD(       ) 3
 BN0717  NGVD 29 (07/19/86)  610.4    (m)         2003.     (f) VERT ANG       
 BN0717
 BN0717.Superseded values are not recommended for survey control.
 BN0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0717.See file dsdata.txt to determine how the superseded data were derived.
 BN0717
 BN0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7672813197(NAD 83)
 BN0717_MARKER: DD = SURVEY DISK
 BN0717_SETTING: 0 = UNSPECIFIED SETTING
 BN0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0717
 BN0717  HISTORY     - Date     Condition        Report By
 BN0717  HISTORY     - 1962     MONUMENTED       USGS
 BN0717
 BN0717                          STATION DESCRIPTION
 BN0717
 BN0717'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BN0717'LOCATED ABOUT 7.1 MI. (AIRLINE) N. OF MASON, TEXAS, AND 4.0 MI.
 BN0717'(AIRLINE) S. OF KATEMCY, TEXAS, ON OLD KATEMCY-MASON ROAD, AT A
 BN0717'SADDLE, 30 FT. E. OF RD., 10 FT. N. OF N. GATE POST AND 3 FT. W.
 BN0717'OF FENCE.
 BN0717'
 BN0717'TO REACH STATION FROM COURTHOUSE AT MASON, TEXAS, DRIVE 3.0 MI. N.
 BN0717'ALONG RANCH ROAD 386 TO JUNCTION OF OLD KATEMCY-MASON ROAD, TURN N.
 BN0717'AND GO 4.8 MI. TO TOP OF SADDLE IN RD. AND STATION.
 BN0717'
 BN0717'STATION MARK--STANDARD TABLET CEMENTED ON TOP OF CONCRETE POST
 BN0717'PROJECTING 0.2 FT. ABOVE GROUND, STAMPED ---SADDLE-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1309 ***********************************************************************
 DN1309  DESIGNATION -  SADDLER
 DN1309  PID         -  DN1309
 DN1309  STATE/COUNTY-  TX/COOKE
 DN1309  USGS QUAD   -  MARYSVILLE (1979)
 DN1309
 DN1309                         *CURRENT SURVEY CONTROL
 DN1309  ___________________________________________________________________
 DN1309* NAD 83(1993)-  33 48 32.77639(N)    097 22 16.61544(W)     ADJUSTED  
 DN1309* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 DN1309  ___________________________________________________________________
 DN1309  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 DN1309  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN1309
 DN1309  HORZ ORDER  -  SECOND
 DN1309
 DN1309.The horizontal coordinates were established by classical geodetic methods
 DN1309.and adjusted by the National Geodetic Survey in February 1996..
 DN1309
 DN1309.The orthometric height was scaled from a topographic map.
 DN1309
 DN1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1309
 DN1309.The geoid height was determined by GEOID03.
 DN1309
 DN1309;                    North         East     Units Scale Factor Converg.
 DN1309;SPC TXNC     - 2,238,144.465   704,502.838   MT  0.99995985   +0 36 56.1
 DN1309;SPC TXNC     - 7,342,978.97  2,311,356.39   sFT  0.99995985   +0 36 56.1
 DN1309;UTM  14      - 3,742,182.634   650,751.982   MT  0.99988017   +0 54 23.2
 DN1309
 DN1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1309!SPC TXNC     -   0.99995082  x   0.99995985  =   0.99991067
 DN1309!UTM  14      -   0.99995082  x   0.99988017  =   0.99983099
 DN1309
 DN1309:                Primary Azimuth Mark                     Grid Az
 DN1309:SPC TXNC     -  SADDLER AZ MK                            120 10 32.0
 DN1309:UTM  14      -  SADDLER AZ MK                            119 53 04.9
 DN1309
 DN1309|---------------------------------------------------------------------|
 DN1309| PID    Reference Object                     Distance      Geod. Az  |
 DN1309|                                                           dddmmss.s |
 DN1309| CY2179 SADDLER AZ MK                                      1204728.1 |
 DN1309| CY2180 SADDLER RM 1                         15.595 METERS 20614     |
 DN1309| CY2181 SADDLER RM 2                         10.910 METERS 28642     |
 DN1309|---------------------------------------------------------------------|
 DN1309
 DN1309                          SUPERSEDED SURVEY CONTROL
 DN1309
 DN1309  NAD 83(1993)-  33 48 32.77657(N)    097 22 16.61483(W) AD(       ) 2
 DN1309  NAD 83(1986)-  33 48 32.78126(N)    097 22 16.60492(W) AD(       ) 2
 DN1309  NAD 27      -  33 48 32.40760(N)    097 22 15.53420(W) AD(       ) 2
 DN1309
 DN1309.Superseded values are not recommended for survey control.
 DN1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1309.See file dsdata.txt to determine how the superseded data were derived.
 DN1309
 DN1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC5075242183(NAD 83)
 DN1309_MARKER: DS = TRIANGULATION STATION DISK
 DN1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1309
 DN1309  HISTORY     - Date     Condition        Report By
 DN1309  HISTORY     - 1956     MONUMENTED       CGS
 DN1309  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN1309
 DN1309                          STATION DESCRIPTION
 DN1309
 DN1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1309'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF SAINT
 DN1309'JO, 10 MILES NORTH OF MUENSTER, 3 MILES NORTHWEST OF MARYSVILLE
 DN1309'AND 1 MILE SOUTH OF THE SADDLER BEND OF THE RED RIVER.  IT
 DN1309'IS ON THE HIGHEST POINT OF A PROMINENT RIDGE THAT SLOPES
 DN1309'TO THE EAST AND BREAKS OFF SHARPLY TO THE NORTH AND WEST AND
 DN1309'IS 7 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS STAMPED
 DN1309'SADDLER 1955 AND PROJECTS 4 INCHES.
 DN1309'
 DN1309'REFERENCE MARK NO. 1 IS ABOUT 5 FEET LOWER IN ELEVATION
 DN1309'THAN THE STATION AND IS STAMPED SADDLER NO 1 1955.
 DN1309'
 DN1309'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 DN1309'THE STATION AND IS STAMPED SADDLER NO 2 1955.
 DN1309'
 DN1309'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 57.4 FEET.
 DN1309'
 DN1309'THE AZIMUTH MARK IS IN THE WEST EDGE OF A PASTURE, 8 FEET
 DN1309'SOUTH OF THE SOUTH END OF A WIRE GATE, 2 FEET NORTH OF A WITNESS
 DN1309'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 DN1309'STAMPED SADDLER 1955 AND PROJECTS 4 INCHES.
 DN1309'
 DN1309'TO REACH THE STATION FROM THE METHODIST CHURCH IN THE VILLAGE
 DN1309'OF MARYSVILLE, GO NORTH ON GRAVELED ROAD FOR 3.3 MILES TO A
 DN1309'T ROAD RIGHT, CONTINUE STRAIGHT AHEAD NORTH, THENCE WEST
 DN1309'AND SOUTH ON MAIN TRAVELED ROAD FOR 3.3 MILES TO A POINT WHERE
 DN1309'ROAD CURVES WEST AND THE ENTRANCE TO THE EARL ROBISON FARM
 DN1309'ON THE LEFT.  TURN RIGHT AND GO WEST FOR ABOUT 50 YARDS TO A
 DN1309'WIRE GATE ON THE RIGHT, PASS THROUGH GATE, TURN LEFT AND
 DN1309'GO WEST ON TRACK ROAD ACROSS PASTURE FOR 0.45 MILE TO ANOTHER
 DN1309'GATE IN A NORTH-SOUTH FENCE LINE AND AZIMUTH MARK ON LEFT
 DN1309'AS DESCRIBED.  PASS THROUGH GATE AND CONTINUE WEST ALONG
 DN1309'SOUTH SIDE OF CULTIVATED FIELD FOR 0.2 MILE TO A FENCE
 DN1309'CORNER AT SOUTHWEST CORNER OF FIELD, TURN RIGHT AND GO NORTH
 DN1309'ALONG WEST EDGE OF FIELD FOR 0.2 MILE TO THE TOP OF HILL
 DN1309'AND END OF TRUCK TRAVEL.  STATION IS ABOUT 0.05 MILE WEST ON
 DN1309'THE HIGHEST POINT OF HILL.
 DN1309'
 DN1309'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DN1309
 DN1309                          STATION RECOVERY (1995)
 DN1309
 DN1309'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2100 ***********************************************************************
 FL2100  DESIGNATION -  SADDLERS
 FL2100  PID         -  FL2100
 FL2100  STATE/COUNTY-  TX/DONLEY
 FL2100  USGS QUAD   -  TROUBLESOME CREEK (1959)
 FL2100
 FL2100                         *CURRENT SURVEY CONTROL
 FL2100  ___________________________________________________________________
 FL2100* NAD 83(1993)-  35 02 29.68974(N)    100 44 51.37185(W)     ADJUSTED  
 FL2100* NAVD 88     -       818.30   (+/-2cm)    2684.7    (feet)  VERTCON   
 FL2100  ___________________________________________________________________
 FL2100  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 FL2100  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 FL2100
 FL2100  HORZ ORDER  -  THIRD
 FL2100  VERT ORDER  -  THIRD ? (See Below)
 FL2100
 FL2100.The horizontal coordinates were established by classical geodetic methods
 FL2100.and adjusted by the National Geodetic Survey in February 1996..
 FL2100
 FL2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL2100.The vertical order pertains to the NGVD 29 superseded value.
 FL2100
 FL2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2100
 FL2100.The geoid height was determined by GEOID03.
 FL2100
 FL2100;                    North         East     Units Scale Factor Converg.
 FL2100;SPC TX N     - 1,115,810.961   268,644.846   MT  0.99993231   +0 26 09.7
 FL2100;SPC TX N     - 3,660,789.79    881,378.97   sFT  0.99993231   +0 26 09.7
 FL2100;UTM  14      - 3,879,050.237   340,600.529   MT  0.99991315   -1 00 13.1
 FL2100
 FL2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2100!SPC TX N     -   0.99987577  x   0.99993231  =   0.99980809
 FL2100!UTM  14      -   0.99987577  x   0.99991315  =   0.99978893
 FL2100
 FL2100                          SUPERSEDED SURVEY CONTROL
 FL2100
 FL2100  NAD 83(1993)-  35 02 29.69129(N)    100 44 51.37105(W) AD(       ) 3
 FL2100  NAD 83(1986)-  35 02 29.69357(N)    100 44 51.36284(W) AD(       ) 3
 FL2100  NGVD 29 (01/19/93)  817.93   (m)         2683.5    (f) LEVELING    3  
 FL2100
 FL2100.Superseded values are not recommended for survey control.
 FL2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2100.See file dsdata.txt to determine how the superseded data were derived.
 FL2100
 FL2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4060179050(NAD 83)
 FL2100_MARKER: DD = SURVEY DISK
 FL2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2100+STABILITY: SURFACE MOTION
 FL2100
 FL2100  HISTORY     - Date     Condition        Report By
 FL2100  HISTORY     - 1958     MONUMENTED       USGS
 FL2100
 FL2100                          STATION DESCRIPTION
 FL2100
 FL2100'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FL2100'STATION IS LOCATED 10.1 MI. N. AND 1.5 MI. E. OF POST OFFICE IN LELIA
 FL2100'LAKE, TEXAS, 12.7 MI. S. AND 0.5 MI. W. OF ALANREED, TEXAS, 0.7 MI. E.
 FL2100'OF GLENWOOD CREEK, ON TOP OF RIDGE 535 FT. SW. AND 12.0 FT. HIGHER
 FL2100'CENTERLINE RD. FORK W., 12 FT. E. OF ERODED W. SLOPE OF RIDGE.
 FL2100'
 FL2100'TO REACH STATION FROM POST OFFICE IN LELIA LAKE, TEXAS, PROCEED W.
 FL2100'ALONG U.S. HIGHWAY 287 0.3 MI., THENCE N. ALONG FARM ROAD 1755 AND
 FL2100'GRADED RD. ACROSS SALT FORK OF RED RIVER 7.0 MI. TO RD. FORK, TAKE
 FL2100'LEFT FORK 3.5 MI. UP HILL ALONG RIDGE TO A RD. FORK W., THENCE SW.
 FL2100'ACROSS COUNTRY 0.1 MI. TO STATION.
 FL2100'
 FL2100'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 FL2100'0.3 FT., STAMPED---SADDLERS-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1237 ***********************************************************************
 AJ1237  DESIGNATION -  SAENZ
 AJ1237  PID         -  AJ1237
 AJ1237  STATE/COUNTY-  TX/DUVAL
 AJ1237  USGS QUAD   -  ROSITA NW (1969)
 AJ1237
 AJ1237                         *CURRENT SURVEY CONTROL
 AJ1237  ___________________________________________________________________
 AJ1237* NAD 83(1993)-  27 53 10.03113(N)    098 29 38.35870(W)     ADJUSTED  
 AJ1237* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 AJ1237  ___________________________________________________________________
 AJ1237  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AJ1237  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AJ1237
 AJ1237  HORZ ORDER  -  FIRST
 AJ1237
 AJ1237.The horizontal coordinates were established by classical geodetic methods
 AJ1237.and adjusted by the National Geodetic Survey in February 1996..
 AJ1237
 AJ1237.The orthometric height was scaled from a topographic map.
 AJ1237
 AJ1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1237
 AJ1237.The geoid height was determined by GEOID03.
 AJ1237
 AJ1237;                    North         East     Units Scale Factor Converg.
 AJ1237;SPC TX S     - 5,245,906.899   300,591.928   MT  1.00001379   +0 00 09.8
 AJ1237;SPC TX S     -17,210,946.22    986,192.02   sFT  1.00001379   +0 00 09.8
 AJ1237;SPC TXSC     - 4,005,958.570   649,833.263   MT  1.00017980   +0 14 52.4
 AJ1237;SPC TXSC     -13,142,882.41  2,131,994.63   sFT  1.00017980   +0 14 52.4
 AJ1237;UTM  14      - 3,084,690.243   549,804.898   MT  0.99963062   +0 14 12.0
 AJ1237
 AJ1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1237!SPC TX S     -   0.99997074  x   1.00001379  =   0.99998453
 AJ1237!SPC TXSC     -   0.99997074  x   1.00017980  =   1.00015054
 AJ1237!UTM  14      -   0.99997074  x   0.99963062  =   0.99960137
 AJ1237
 AJ1237|---------------------------------------------------------------------|
 AJ1237| PID    Reference Object                     Distance      Geod. Az  |
 AJ1237|                                                           dddmmss.s |
 AJ1237| CV3403 SAENZ RM 1                           21.330 METERS 02043     |
 AJ1237| CV3402 SAENZ AZ MK                                        0884340.1 |
 AJ1237| CV3404 SAENZ RM 2                           16.738 METERS 14452     |
 AJ1237| CV3405 SAENZ RM 3                           16.376 METERS 24949     |
 AJ1237|---------------------------------------------------------------------|
 AJ1237
 AJ1237                          SUPERSEDED SURVEY CONTROL
 AJ1237
 AJ1237  NAD 83(1986)-  27 53 10.03688(N)    098 29 38.33469(W) AD(       ) 1
 AJ1237  NAD 27      -  27 53 08.96800(N)    098 29 37.28700(W) AD(       ) 1
 AJ1237
 AJ1237.Superseded values are not recommended for survey control.
 AJ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1237.See file dsdata.txt to determine how the superseded data were derived.
 AJ1237
 AJ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4980584690(NAD 83)
 AJ1237_MARKER: DS = TRIANGULATION STATION DISK
 AJ1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1237
 AJ1237  HISTORY     - Date     Condition        Report By
 AJ1237  HISTORY     - 1935     MONUMENTED       CGS
 AJ1237  HISTORY     - 1953     GOOD             CGS
 AJ1237  HISTORY     - 1969     MARK NOT FOUND   CGS
 AJ1237
 AJ1237                          STATION DESCRIPTION
 AJ1237
 AJ1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1237'STATION IS ABOUT 17.5 MILES WNW OF SAN DIEGO, ABOUT 7.75
 AJ1237'MILES N OF E OF FREER, ON HIGHEST POINT OF A NW-SE RIDGE.
 AJ1237'IT IS ON A BRUSH-COVERED PASTURE OWNED BY PAVLO SAENZ, AND
 AJ1237'IS 0.5 MILE NE OF WINDMILL AND SMALL HOUSE OCCUPIED BY JOBE
 AJ1237'FOSTER.
 AJ1237'
 AJ1237'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AJ1237'DISKS SET IN CONCRETE.
 AJ1237'
 AJ1237'REFERENCE MARK NO. 1 IS NE OF STATION.
 AJ1237'
 AJ1237'REFERENCE MARK NO. 2 IS S OF STATION.
 AJ1237'
 AJ1237'REFERENCE MARK NO. 3 IS W OF STATION.
 AJ1237'
 AJ1237'TO REACH FROM GROCERY IN ROSITA (11.9 MILES W OF SAN DIEGO)
 AJ1237'GO NORTHWESTERLY ON FREER ROAD FOR 8.7 MILES (4.15 MILES W
 AJ1237'OF STATION RUIZ) TO SIDE ROAD TO N.  TURN RIGHT AND FOLLOW
 AJ1237'TRAIL FOR 0.7 MILE TO FORK.  FOLLOW RIGHT FORK FOR 0.15 MILE
 AJ1237'TO SMALL SCHOOLHOUSE, THENCE LEFT (NW) FOR 0.35 MILE ALONG
 AJ1237'FENCE TO GATE.  ENTER GATE, FOLLOW MAIN ROAD FOR 1.1 MILES
 AJ1237'TO SMALL HOUSE ON LEFT JUST BEYOND WINDMILL AND EARTH TANK,
 AJ1237'THENCE RIGHT (NE) FOR 0.7 MILE TO TOP OF RIDGE.  TURN RIGHT
 AJ1237'(E) ON ROAD, GO 0.1 MILE TO TOP OF HILL AND STATION.
 AJ1237'
 AJ1237'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AJ1237
 AJ1237                          STATION RECOVERY (1953)
 AJ1237
 AJ1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1237'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND NO. 3 WERE
 AJ1237'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  AN
 AJ1237'AZIMUTH MARK WAS SET AT THIS TIME.
 AJ1237'
 AJ1237'DUE TO ROAD CHANGES A NEW DESCRIPTION TO REACH THE STATION
 AJ1237'IS NECESSARY.
 AJ1237'
 AJ1237'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 173 AND 44 IN THE
 AJ1237'WEST EDGE OF FREER, GO NORTH ON HIGHWAY 173 FOR 9.5 MILES
 AJ1237'TO A PAVED SIDE ROAD RIGHT AND A SIGN SEVEN SISTERS, TURN
 AJ1237'RIGHT, FOLLOW PAVED ROAD EASTERLY FOR 4.0 MILES TO A CATTLE
 AJ1237'GUARD AND END OF PAVEMENT, CROSS CATTLE GUARD, CONTINUE
 AJ1237'EASTERLY ON MAIN TRAVELLED ROAD 2.7 MILES TO A CROSSROAD,
 AJ1237'TURN RIGHT GO SOUTHEAST 0.15 MILES TO A WOODEN GATE AND SIDE
 AJ1237'ROAD ON RIGHT, TURN RIGHT, PASS THROUGH GATE, GO SOUTH ON
 AJ1237'DIRT ROAD FOR 7.4 MILES TO A CATTLE GUARD.  THERE IS A SIDE
 AJ1237'ROAD LEFT JUST BEFORE REACHING CATTLE GUARD AND A SIDE ROAD
 AJ1237'RIGHT AFTER CROSSING GUARD.  THROUGH GATE AND CONTINUE
 AJ1237'SOUTHWEST 0.9 MILE ON DIRT ROAD TO TOP OF HILL AND SIDE TRACK
 AJ1237'ROAD LEFT, TURN LEFT GO ABOUT 50 YARDS EAST THEN TURN
 AJ1237'RIGHT AND GO SOUTH ABOUT 50 YARDS TO TOP OF HILL AND
 AJ1237'STATION SITE.
 AJ1237'
 AJ1237'TO REACH THE AZIMUTH MARK GO NORTH 50 YARDS TO TRACK ROAD,
 AJ1237'TURN RIGHT AND FOLLOW TRACK ROAD EAST FOR 0.2 MILE TO THE
 AJ1237'MARK ON THE RIGHT.
 AJ1237'
 AJ1237'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AJ1237'POST PROJECTING 6 INCHES.  IT IS 35 FEET SOUTHEAST OF THE
 AJ1237'CENTER OF THE ROAD AND IS STAMPED SAENZ 1935-1953.
 AJ1237
 AJ1237                          STATION RECOVERY (1969)
 AJ1237
 AJ1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GDF)
 AJ1237'STATION MARK WAS NOT FOUND (PROBABLY DESTROYED).  AN OIL WELL
 AJ1237'LOCATION WAS DUG IN THE VICINITY OF THE STATION.  DESCRIPTION
 AJ1237'PLACES MARK IN AREA OF DEEP EXCAVATION.  THERE ARE ALSO 6
 AJ1237'FOOT PILES OF DUG MATERIAL.  REFERENCE MARK 3 POST INTACT WITH
 AJ1237'TABLET WAS FOUND ON THE SURFACE OF THE GROUND OUTSIDE THE
 AJ1237'DUG AREA.  NO OTHER MARK WAS FOUND INCLUDING THE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0675 ***********************************************************************
 AO0675  DESIGNATION -  SAGE
 AO0675  PID         -  AO0675
 AO0675  STATE/COUNTY-  TX/LA SALLE
 AO0675  USGS QUAD   -  LAS VEGAS (1974)
 AO0675
 AO0675                         *CURRENT SURVEY CONTROL
 AO0675  ___________________________________________________________________
 AO0675* NAD 83(1993)-  28 30 49.35208(N)    099 22 59.22746(W)     ADJUSTED  
 AO0675* NAVD 88     -       154.2    (meters)     506.     (feet)  VERTCON   
 AO0675  ___________________________________________________________________
 AO0675  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AO0675  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AO0675
 AO0675  HORZ ORDER  -  FIRST
 AO0675
 AO0675.The horizontal coordinates were established by classical geodetic methods
 AO0675.and adjusted by the National Geodetic Survey in February 1996..
 AO0675
 AO0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0675
 AO0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0675
 AO0675.The geoid height was determined by GEOID03.
 AO0675
 AO0675;                    North         East     Units Scale Factor Converg.
 AO0675;SPC TXSC     - 4,075,467.663   562,497.323   MT  0.99996513   -0 11 15.7
 AO0675;SPC TXSC     -13,370,930.16  1,845,459.97   sFT  0.99996513   -0 11 15.7
 AO0675;UTM  14      - 3,154,170.507   462,510.797   MT  0.99961734   -0 10 58.4
 AO0675
 AO0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0675!SPC TXSC     -   0.99997964  x   0.99996513  =   0.99994477
 AO0675!UTM  14      -   0.99997964  x   0.99961734  =   0.99959698
 AO0675
 AO0675|---------------------------------------------------------------------|
 AO0675| PID    Reference Object                     Distance      Geod. Az  |
 AO0675|                                                           dddmmss.s |
 AO0675| CV6194 SAGE RM 2                            10.690 METERS 04118     |
 AO0675| CV6193 SAGE RM 1                            10.452 METERS 11813     |
 AO0675| AO0692 COTULLA CABLE VISION MAST           APPROX.17.0 KM 1285432.0 |
 AO0675| CV6192 SAGE AZ MK                                         3072845.6 |
 AO0675|---------------------------------------------------------------------|
 AO0675
 AO0675                          SUPERSEDED SURVEY CONTROL
 AO0675
 AO0675  NAD 83(1986)-  28 30 49.35038(N)    099 22 59.20563(W) AD(       ) 1
 AO0675  NAD 27      -  28 30 48.40869(N)    099 22 58.07535(W) AD(       ) 1
 AO0675  NGVD 29 (07/19/86)  154.1    (m)          506.     (f) VERT ANG       
 AO0675
 AO0675.Superseded values are not recommended for survey control.
 AO0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0675.See file dsdata.txt to determine how the superseded data were derived.
 AO0675
 AO0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6251154171(NAD 83)
 AO0675_MARKER: DS = TRIANGULATION STATION DISK
 AO0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0675_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0675
 AO0675  HISTORY     - Date     Condition        Report By
 AO0675  HISTORY     - 1971     MONUMENTED       NGS
 AO0675
 AO0675                          STATION DESCRIPTION
 AO0675
 AO0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0675'THE STATION IS ABOUT 4 MILES SOUTH AND 11-1/2 MILES EAST OF BIG
 AO0675'WELLS, 8-1/2 MILES WEST AND 5-1/2 MILES NORTH OF COTULLA, ON THE
 AO0675'NORTH RIGHT-OF-WAY OF FARM ROAD 468.
 AO0675'
 AO0675'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AO0675'FARM ROAD 468, ABOUT 1 MILE WEST OF COTULLA, GO NORTHWEST ON FARM
 AO0675'ROAD 468 FOR 1 MILE TO THE JUNCTION WITH FARM ROAD 469.  KEEP THE
 AO0675'LEFT FORK AND CONTINUE NORTHWEST ON FARM ROAD 468 FOR 8.3 MILES TO A
 AO0675'GRAVELED SIDE ROAD RIGHT.  CONTINUE NORTHWEST ON FARM ROAD 468
 AO0675'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 AO0675'
 AO0675'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON FARM ROAD
 AO0675'468 FOR 0.55 MILE TO THE MARK ON THE LEFT.
 AO0675'
 AO0675'STATION MARKS ARE STANDARD DISKS, STAMPED SAGE 1971.  THE SURFACE
 AO0675'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0675'THAT IS FLUSH WITH THE GROUND.  IT IS 51.0 FEET NORTH-NORTHEAST OF
 AO0675'THE CENTER OF FARM ROAD 468, 3.9 FEET WEST-SOUTHWEST OF A WITNESS
 AO0675'POST AND 3.1 FEET SOUTH-SOUTHWEST OF A FENCE.  THE UNDERGROUND
 AO0675'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE
 AO0675'GROUND SURFACE.
 AO0675'
 AO0675'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SAGE NO 1 1971, SET IN
 AO0675'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0675'WITH THE GROUND.  IT IS 53.0 FEET NORTH-NORTHEAST OF THE CENTER OF
 AO0675'FARM ROAD 468, 32.5 FEET EAST-SOUTHEAST OF THE WITNESS POST, 1.2
 AO0675'FEET SOUTH-SOUTHWEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 AO0675'THE STATION.
 AO0675'
 AO0675'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SAGE NO 2 1971, SET IN
 AO0675'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0675'WITH THE GROUND.  IT IS 52.0 FEET NORTH-NORTHEAST OF THE CENTER OF
 AO0675'FARM ROAD 468, 36.9 FEET WEST-NORTHWEST OF THE WITNESS POST, 1.2
 AO0675'FEET SOUTH-SOUTHWEST OF THE FENCE AND ABOUT THE SAME ELEVATION
 AO0675'AS THE STATION.
 AO0675'
 AO0675'AZIMUTH MARK IS A STANDARD DISK, STAMPED SAGE 1971, SET IN THE TOP
 AO0675'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AO0675'GROUND.  IT IS 58.0 FEET SOUTHWEST OF THE CENTER OF FARM ROAD 468,
 AO0675'1.7 FEET SOUTHEAST OF A WITNESS POST AND 1.4 FEET EAST-NORTHEAST
 AO0675'OF A POWER LINE POLE NUMBERED 112.
 AO0675'
 AO0675'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0897 ***********************************************************************
 DO0897  DESIGNATION -  SAGERTON
 DO0897  PID         -  DO0897
 DO0897  STATE/COUNTY-  TX/HASKELL
 DO0897  USGS QUAD   -  SAGERTON (1964)
 DO0897
 DO0897                         *CURRENT SURVEY CONTROL
 DO0897  ___________________________________________________________________
 DO0897* NAD 83(1993)-  33 04 37.24377(N)    099 58 11.01174(W)     ADJUSTED  
 DO0897* NAVD 88     -       501.3    (meters)    1645.     (feet)  VERTCON   
 DO0897  ___________________________________________________________________
 DO0897  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 DO0897  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DO0897
 DO0897  HORZ ORDER  -  FIRST
 DO0897
 DO0897.The horizontal coordinates were established by classical geodetic methods
 DO0897.and adjusted by the National Geodetic Survey in February 1996..
 DO0897
 DO0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0897
 DO0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0897
 DO0897.The geoid height was determined by GEOID03.
 DO0897
 DO0897;                    North         East     Units Scale Factor Converg.
 DO0897;SPC TXNC     - 2,157,352.666   462,790.820   MT  0.99987272   -0 48 05.7
 DO0897;SPC TXNC     - 7,077,914.54  1,518,339.55   sFT  0.99987272   -0 48 05.7
 DO0897;UTM  14      - 3,660,242.621   409,489.305   MT  0.99970101   -0 31 45.4
 DO0897
 DO0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0897!SPC TXNC     -   0.99992585  x   0.99987272  =   0.99979858
 DO0897!UTM  14      -   0.99992585  x   0.99970101  =   0.99962688
 DO0897
 DO0897:                Primary Azimuth Mark                     Grid Az
 DO0897:SPC TXNC     -  RULE MUN TANK                            031 10 35.5
 DO0897:UTM  14      -  RULE MUN TANK                            030 54 15.2
 DO0897
 DO0897|---------------------------------------------------------------------|
 DO0897| PID    Reference Object                     Distance      Geod. Az  |
 DO0897|                                                           dddmmss.s |
 DO0897| DO0899 RULE MUN TANK                       APPROX.13.9 KM 0302229.8 |
 DO0897| CX8129 SAGERTON RM 1                        14.349 METERS 06407     |
 DO0897| CX8131 SAGERTON RM 3                                      0873316.7 |
 DO0897| CX8130 SAGERTON RM 2                        23.895 METERS 27009     |
 DO0897|---------------------------------------------------------------------|
 DO0897
 DO0897                          SUPERSEDED SURVEY CONTROL
 DO0897
 DO0897  NAD 83(1993)-  33 04 37.24478(N)    099 58 11.01096(W) AD(       ) 1
 DO0897  NAD 83(1986)-  33 04 37.25094(N)    099 58 11.00465(W) AD(       ) 1
 DO0897  NAD 27      -  33 04 36.88388(N)    099 58 09.65388(W) AD(       ) 1
 DO0897  NGVD 29 (07/19/86)  501.1    (m)         1644.     (f) VERT ANG       
 DO0897
 DO0897.Superseded values are not recommended for survey control.
 DO0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0897.See file dsdata.txt to determine how the superseded data were derived.
 DO0897
 DO0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0948960243(NAD 83)
 DO0897_MARKER: DS = TRIANGULATION STATION DISK
 DO0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0897
 DO0897  HISTORY     - Date     Condition        Report By
 DO0897  HISTORY     - 1974     MONUMENTED       NGS
 DO0897  HISTORY     - 1978     MARK NOT FOUND   DMA
 DO0897
 DO0897                          STATION DESCRIPTION
 DO0897
 DO0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0897'THE STATION IS LOCATED ABOUT 16 MILES NORTHEAST OF HAMLIN, 13-1/2
 DO0897'MILES NORTHWEST OF STAMFORD, 9 MILES SOUTHWEST OF RULE, 6 MILES
 DO0897'SOUTHEAST OF OLD GLORY AND ON ROAD RIGHT-OF-WAY.
 DO0897'
 DO0897'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND FARM
 DO0897'ROAD 1661 IN SAGERTON, GO WEST ON STATE HIGHWAY 6 FOR 0.55 MILE TO
 DO0897'REFERENCE MARK 3 ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 6 FOR
 DO0897'0.25 MILE TO THE STATION ON THE LEFT.
 DO0897'
 DO0897'STATION MARKS ARE STANDARD DISK STAMPED SAGERTON 1974.  THE
 DO0897'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0897'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 45 FEET
 DO0897'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 6 AND 36 FEET EAST OF A
 DO0897'GRAVELED DRIVE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 DO0897'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 DO0897'
 DO0897'REFERENCE MARK 1, A STANDARD DISK STAMPED SAGERTON NO 1 1974, IS
 DO0897'CEMENTED IN A DRILL HOLE IN THE CENTER OF A CONCRETE CULVERT.  IT
 DO0897'IS 24 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 6.
 DO0897'
 DO0897'REFERENCE MARK 2, A STANDARD DISK STAMPED SAGERTON NO 2 1974, IS
 DO0897'CEMENTED IN A DRILL HOLE IN THE CENTER OF A CONCRETE CULVERT.  IT
 DO0897'IS 45 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 6 AND 13 FEET
 DO0897'EAST OF THE CENTER OF A GRAVELED DRIVE.
 DO0897'
 DO0897'REFERENCE MARK 3, A STANDARD DISK STAMPED SAGERTON NO 3 1974, IS
 DO0897'CEMENTED IN A DRILL HOLE IN THE CENTER OF A CONCRETE CULVERT.  IT
 DO0897'IS 30 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 6 AND 21 FEET
 DO0897'EAST OF THE CENTER OF ADAMS STREET.
 DO0897
 DO0897                          STATION RECOVERY (1978)
 DO0897
 DO0897'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (B)
 DO0897'SAGERTON NO 1 NO 2 RECOVERED GOOD.
 DO0897'
 DO0897'AT A ROAD LEADING TO OLD RAILROAD WATER TANKS.
 DO0897'
 DO0897'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SAGERTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7149 ***********************************************************************
 DH7149  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7149  DESIGNATION -  SAGINAW TX CORS ARP
 DH7149  CORS_ID     -  TXSG
 DH7149  PID         -  DH7149
 DH7149  STATE/COUNTY-  TX/TARRANT
 DH7149  USGS QUAD   -  HALTOM CITY (1981)
 DH7149
 DH7149                         *CURRENT SURVEY CONTROL
 DH7149  ___________________________________________________________________
 DH7149* NAD 83(CORS)-  32 51 20.55620(N)    097 20 38.98483(W)     ADJUSTED  
 DH7149* NAVD 88     -                                                        
 DH7149  ___________________________________________________________________
 DH7149  EPOCH DATE  -        2002.00
 DH7149  X           -    -685,589.269 (meters)                     COMP
 DH7149  Y           -  -5,319,327.289 (meters)                     COMP
 DH7149  Z           -   3,440,626.291 (meters)                     COMP
 DH7149  ELLIP HEIGHT-         182.84  (meters)          (11/??/05) GPS OBS
 DH7149  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DH7149
 DH7149  HORZ ORDER  -  SPECIAL (CORS)
 DH7149  ELLP ORDER  -  SPECIAL (CORS)
 DH7149
 DH7149.ITRF positions are available for this station.
 DH7149.The coordinates were established by GPS observations
 DH7149.and adjusted by the National Geodetic Survey in November 2005..
 DH7149.The coordinates are valid at the epoch date displayed above.
 DH7149.The epoch date for horizontal control is a decimal equivalence
 DH7149.of Year/Month/Day.
 DH7149
 DH7149
 DH7149.The PID for the CORS L1 Phase Center is DH7150.
 DH7149
 DH7149.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7149
 DH7149.The ellipsoidal height was determined by GPS observations
 DH7149.and is referenced to NAD 83.
 DH7149
 DH7149.The geoid height was determined by GEOID03.
 DH7149
 DH7149;                    North         East     Units Scale Factor Converg.
 DH7149;SPC TXNC     - 2,132,447.789   708,176.876   MT  0.99987844   +0 37 49.4
 DH7149;SPC TXNC     - 6,996,205.79  2,323,410.30   sFT  0.99987844   +0 37 49.4
 DH7149
 DH7149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7149!SPC TXNC     -   0.99997129  x   0.99987844  =   0.99984974
 DH7149
 DH7149                          SUPERSEDED SURVEY CONTROL
 DH7149
 DH7149.No superseded survey control is available for this station.
 DH7149
 DH7149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5494236506(NAD 83)
 DH7149_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7149
 DH7149                          STATION DESCRIPTION
 DH7149
 DH7149'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7149'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7149'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7149'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7149'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7149'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7150 ***********************************************************************
 DH7150  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7150  DESIGNATION -  SAGINAW TX CORS L1 PHASE CENTER
 DH7150  CORS_ID     -  TXSG
 DH7150  PID         -  DH7150
 DH7150  STATE/COUNTY-  TX/TARRANT
 DH7150  USGS QUAD   -  HALTOM CITY (1981)
 DH7150
 DH7150                         *CURRENT SURVEY CONTROL
 DH7150  ___________________________________________________________________
 DH7150* NAD 83(CORS)-  32 51 20.55621(N)    097 20 38.98481(W)     ADJUSTED  
 DH7150* NAVD 88     -                                                        
 DH7150  ___________________________________________________________________
 DH7150  EPOCH DATE  -        2002.00
 DH7150  X           -    -685,589.276 (meters)                     COMP
 DH7150  Y           -  -5,319,327.347 (meters)                     COMP
 DH7150  Z           -   3,440,626.330 (meters)                     COMP
 DH7150  ELLIP HEIGHT-         182.91  (meters)          (11/??/05) GPS OBS
 DH7150  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DH7150
 DH7150  HORZ ORDER  -  SPECIAL (CORS)
 DH7150  ELLP ORDER  -  SPECIAL (CORS)
 DH7150
 DH7150.ITRF positions are available for this station.
 DH7150.The coordinates were established by GPS observations
 DH7150.and adjusted by the National Geodetic Survey in November 2005..
 DH7150.The coordinates are valid at the epoch date displayed above.
 DH7150.The epoch date for horizontal control is a decimal equivalence
 DH7150.of Year/Month/Day.
 DH7150
 DH7150
 DH7150.The PID for the CORS ARP is DH7149.
 DH7150
 DH7150.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7150
 DH7150.The ellipsoidal height was determined by GPS observations
 DH7150.and is referenced to NAD 83.
 DH7150
 DH7150.The geoid height was determined by GEOID03.
 DH7150
 DH7150;                    North         East     Units Scale Factor Converg.
 DH7150;SPC TXNC     - 2,132,447.789   708,176.877   MT  0.99987844   +0 37 49.4
 DH7150;SPC TXNC     - 6,996,205.79  2,323,410.30   sFT  0.99987844   +0 37 49.4
 DH7150
 DH7150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7150!SPC TXNC     -   0.99997128  x   0.99987844  =   0.99984973
 DH7150
 DH7150                          SUPERSEDED SURVEY CONTROL
 DH7150
 DH7150.No superseded survey control is available for this station.
 DH7150
 DH7150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5494236506(NAD 83)
 DH7150_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7150
 DH7150                          STATION DESCRIPTION
 DH7150
 DH7150'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7150'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7150'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7150'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7150'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7150'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1134 ***********************************************************************
 AH1134  DESIGNATION -  SAINT 1934
 AH1134  PID         -  AH1134
 AH1134  STATE/COUNTY-  TX/ARANSAS
 AH1134  USGS QUAD   -  ESTES (1975)
 AH1134
 AH1134                         *CURRENT SURVEY CONTROL
 AH1134  ___________________________________________________________________
 AH1134* NAD 83(1993)-  27 53 39.74869(N)    097 01 09.38044(W)     ADJUSTED  
 AH1134* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1134  ___________________________________________________________________
 AH1134  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AH1134  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH1134
 AH1134  HORZ ORDER  -  SECOND
 AH1134
 AH1134.The horizontal coordinates were established by classical geodetic methods
 AH1134.and adjusted by the National Geodetic Survey in February 1996..
 AH1134
 AH1134.The orthometric height was scaled from a topographic map.
 AH1134
 AH1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1134
 AH1134.The geoid height was determined by GEOID03.
 AH1134
 AH1134;                    North         East     Units Scale Factor Converg.
 AH1134;SPC TXSC     - 4,008,417.412   795,042.755   MT  1.00017621   +0 58 13.4
 AH1134;SPC TXSC     -13,150,949.46  2,608,402.77   sFT  1.00017621   +0 58 13.4
 AH1134;SPC TX S     - 5,247,676.971   445,787.900   MT  1.00001602   +0 40 20.1
 AH1134;SPC TX S     -17,216,753.53  1,462,555.80   sFT  1.00001602   +0 40 20.1
 AH1134;UTM  14      - 3,087,078.805   694,961.700   MT  1.00006917   +0 55 37.1
 AH1134
 AH1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1134!SPC TXSC     -   1.00000402  x   1.00017621  =   1.00018023
 AH1134!SPC TX S     -   1.00000402  x   1.00001602  =   1.00002004
 AH1134!UTM  14      -   1.00000402  x   1.00006917  =   1.00007319
 AH1134
 AH1134:                Primary Azimuth Mark                     Grid Az
 AH1134:SPC TXSC     -  ARANSAS PASS SPUR BCN 4                  196 56 23.6
 AH1134:SPC TX S     -  ARANSAS PASS SPUR BCN 4                  197 14 16.9
 AH1134:UTM  14      -  ARANSAS PASS SPUR BCN 4                  196 58 59.9
 AH1134
 AH1134|---------------------------------------------------------------------|
 AH1134| PID    Reference Object                     Distance      Geod. Az  |
 AH1134|                                                           dddmmss.s |
 AH1134| AH1166 ARANSAS PASS SPUR BCN 4             APPROX. 6.7 KM 1975437.0 |
 AH1134| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX. 5.0 KM 2273106.8 |
 AH1134| AH1201 ARANSAS PASS NEW MUN TK             APPROX.12.9 KM 2770915.5 |
 AH1134|---------------------------------------------------------------------|
 AH1134
 AH1134                          SUPERSEDED SURVEY CONTROL
 AH1134
 AH1134  NAD 83(1986)-  27 53 39.75272(N)    097 01 09.35772(W) AD(       ) 2
 AH1134  NAD 27      -  27 53 38.66000(N)    097 01 08.40000(W) AD(       ) 2
 AH1134
 AH1134.Superseded values are not recommended for survey control.
 AH1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1134.See file dsdata.txt to determine how the superseded data were derived.
 AH1134
 AH1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9496287079(NAD 83)
 AH1134_MARKER: Z = SEE DESCRIPTION
 AH1134_SETTING: 0 = UNSPECIFIED SETTING
 AH1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1134
 AH1134  HISTORY     - Date     Condition        Report By
 AH1134  HISTORY     - 1934     MONUMENTED       CGS
 AH1134  HISTORY     - 1951     MARK NOT FOUND   CGS
 AH1134  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1134
 AH1134                          STATION DESCRIPTION
 AH1134
 AH1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AH1134'STATION NOT DESCRIBED.  THE AREA OF ITS PLOTTED POSITION
 AH1134'WAS SEARCHED BUT NOTHING RESEMBLING A MONUMENTED STATION
 AH1134'WAS FOUND.  THE AREA FLOODS WITH STORM TIDES AND IT HAS
 AH1134'PROBABLY BEEN DESTROYED.
 AH1134'
 AH1134'IT IS RECOMMENDED THE STATION BE CLASSIFIED LOST.
 AH1134
 AH1134                          STATION RECOVERY (1969)
 AH1134
 AH1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1134'THIS STATION IS BELIEVED TO BE LOST.  THE AREA AT SITE WAS
 AH1134'SEARCHED BUT NO MARK WAS FOUND.  PROBABLY WAS DESTROYED DURING
 AH1134'STORMS.
 AH1134'
 AH1134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.5
 AH1134'MILES SOUTHEAST OF ROCKPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0894 ***********************************************************************
 DN0894  DESIGNATION -  SAINT JO
 DN0894  PID         -  DN0894
 DN0894  STATE/COUNTY-  TX/MONTAGUE
 DN0894  USGS QUAD   -  SAINT JO (1978)
 DN0894
 DN0894                         *CURRENT SURVEY CONTROL
 DN0894  ___________________________________________________________________
 DN0894* NAD 83(1986)-  33 41 45.     (N)    097 31 15.     (W)     SCALED    
 DN0894* NAVD 88     -       351.496  (meters)    1153.20   (feet)  ADJUSTED  
 DN0894  ___________________________________________________________________
 DN0894  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DN0894  DYNAMIC HT  -         351.114 (meters)    1151.95  (feet)  COMP
 DN0894  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 DN0894
 DN0894  VERT ORDER  -  SECOND    CLASS 0
 DN0894
 DN0894.The horizontal coordinates were scaled from a topographic map and have
 DN0894.an estimated accuracy of +/- 6 seconds.
 DN0894
 DN0894.The orthometric height was determined by differential leveling
 DN0894.and adjusted by the National Geodetic Survey in June 1991..
 DN0894
 DN0894.The geoid height was determined by GEOID03.
 DN0894
 DN0894.The dynamic height is computed by dividing the NAVD 88
 DN0894.geopotential number by the normal gravity value computed on the
 DN0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0894.degrees latitude (g = 980.6199 gals.).
 DN0894
 DN0894.The modeled gravity was interpolated from observed gravity values.
 DN0894
 DN0894;                    North         East    Units  Estimated Accuracy
 DN0894;SPC TXNC     - 2,225,440.      690,770.      MT  (+/- 180 meters Scaled)
 DN0894
 DN0894                          SUPERSEDED SURVEY CONTROL
 DN0894
 DN0894  NGVD 29 (??/??/92)  351.399  (m)         1152.88   (f) ADJ UNCH    2 0
 DN0894
 DN0894.Superseded values are not recommended for survey control.
 DN0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0894.See file dsdata.txt to determine how the superseded data were derived.
 DN0894
 DN0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC370294(NAD 83)
 DN0894_MARKER: DB = BENCH MARK DISK
 DN0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0894_SP_SET: PIER
 DN0894_STAMPING: 1152.882 SAINT JO 1934
 DN0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0894
 DN0894  HISTORY     - Date     Condition        Report By
 DN0894  HISTORY     - 1934     MONUMENTED       CGS
 DN0894  HISTORY     - 1950     GOOD             NGS
 DN0894  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN0894
 DN0894                          STATION DESCRIPTION
 DN0894
 DN0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0894'IN SAINT JO.
 DN0894'AT SAINT JO, MONTAGUE COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0894'TEXAS, AT A WATER TANK, IN THE TOP OF THE CONCRETE BASE OF THE LADDER
 DN0894'LEG, ABOUT 50 FEET SOUTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED
 DN0894'SAINT JO 1934.
 DN0894
 DN0894                          STATION RECOVERY (1995)
 DN0894
 DN0894'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1383 ***********************************************************************
 DN1383  DESIGNATION -  SAINT JO MUNICIPAL TANK
 DN1383  PID         -  DN1383
 DN1383  STATE/COUNTY-  TX/MONTAGUE
 DN1383  USGS QUAD   -  SAINT JO (1978)
 DN1383
 DN1383                         *CURRENT SURVEY CONTROL
 DN1383  ___________________________________________________________________
 DN1383* NAD 83(1993)-  33 41 45.77800(N)    097 31 17.03153(W)     ADJUSTED  
 DN1383* NAVD 88     -                                                        
 DN1383  ___________________________________________________________________
 DN1383  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 DN1383  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DN1383
 DN1383  HORZ ORDER  -  THIRD
 DN1383
 DN1383.The horizontal coordinates were established by classical geodetic methods
 DN1383.and adjusted by the National Geodetic Survey in February 1996..
 DN1383
 DN1383
 DN1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1383
 DN1383.The geoid height was determined by GEOID03.
 DN1383
 DN1383;                    North         East     Units Scale Factor Converg.
 DN1383;SPC TXNC     - 2,225,466.431   690,721.559   MT  0.99993573   +0 32 01.4
 DN1383;SPC TXNC     - 7,301,384.45  2,266,142.31   sFT  0.99993573   +0 32 01.4
 DN1383;UTM  14      - 3,729,436.486   637,036.029   MT  0.99983151   +0 49 13.6
 DN1383
 DN1383                          SUPERSEDED SURVEY CONTROL
 DN1383
 DN1383  NAD 83(1993)-  33 41 45.77810(N)    097 31 17.03027(W) AD(       ) 4
 DN1383  NAD 83(1986)-  33 41 45.78438(N)    097 31 17.01923(W) AD(       ) 4
 DN1383  NAD 27      -  33 41 45.40300(N)    097 31 15.93200(W) AD(       ) 3
 DN1383
 DN1383.Superseded values are not recommended for survey control.
 DN1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1383.See file dsdata.txt to determine how the superseded data were derived.
 DN1383
 DN1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3703629436(NAD 83)
 DN1383_MARKER: 53 = ELEVATED TANK
 DN1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1383+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 DN1383
 DN1383  HISTORY     - Date     Condition        Report By
 DN1383  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1383  HISTORY     - 1969     GOOD             CGS
 DN1383  HISTORY     - 19950826 GOOD             USPSQD
 DN1383  HISTORY     - 20050518 GOOD             USPSQD
 DN1383
 DN1383                          STATION DESCRIPTION
 DN1383
 DN1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1383'THE STATION IS CENTRALLY LOCATED IN THE EAST EDGE OF SAINT
 DN1383'JO, 100 FEET SOUTH OF THE CENTER OF EAST HOWELL STREET AND
 DN1383'45 FEET WEST OF THE CENTER OF MEIGS STREET.  A 4-LEGGED STEEL
 DN1383'STRUCTURE SUPPORTS THE TANK PROPER AND IT IS PAINTED SILVER
 DN1383'COLOR.  IT HAS AN OVER-ALL HEIGHT OF 125 FEET AND THE BALL
 DN1383'AT THE APEX WAS THE POINT OBSERVED UPON.
 DN1383
 DN1383                          STATION RECOVERY (1969)
 DN1383
 DN1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1383'STATION RECOVERED IN GOOD CONDITION.
 DN1383
 DN1383                          STATION RECOVERY (1995)
 DN1383
 DN1383'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1383'RECOVERED IN GOOD CONDITION.
 DN1383
 DN1383                          STATION RECOVERY (2005)
 DN1383
 DN1383'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DN1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0858 ***********************************************************************
 BM0858  DESIGNATION -  SALADO
 BM0858  PID         -  BM0858
 BM0858  STATE/COUNTY-  TX/BELL
 BM0858  USGS QUAD   -  HOLLAND (1964)
 BM0858
 BM0858                         *CURRENT SURVEY CONTROL
 BM0858  ___________________________________________________________________
 BM0858* NAD 83(1993)-  30 55 09.24455(N)    097 29 51.10110(W)     ADJUSTED  
 BM0858* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 BM0858  ___________________________________________________________________
 BM0858  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BM0858  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BM0858
 BM0858  HORZ ORDER  -  FIRST
 BM0858
 BM0858.The horizontal coordinates were established by classical geodetic methods
 BM0858.and adjusted by the National Geodetic Survey in February 1996..
 BM0858
 BM0858.The orthometric height was scaled from a topographic map.
 BM0858
 BM0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0858
 BM0858.The geoid height was determined by GEOID03.
 BM0858
 BM0858;                    North         East     Units Scale Factor Converg.
 BM0858;SPC TX C     - 3,142,307.676   970,998.348   MT  0.99988277   +1 27 38.2
 BM0858;SPC TX C     -10,309,387.77  3,185,683.75   sFT  0.99988277   +1 27 38.2
 BM0858;UTM  14      - 3,421,618.495   643,563.646   MT  0.99985424   +0 46 19.7
 BM0858
 BM0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0858!SPC TX C     -   0.99996761  x   0.99988277  =   0.99985039
 BM0858!UTM  14      -   0.99996761  x   0.99985424  =   0.99982186
 BM0858
 BM0858:                Primary Azimuth Mark                     Grid Az
 BM0858:SPC TX C     -  BELTON STANDPIPE                         008 54 11.2
 BM0858:UTM  14      -  BELTON STANDPIPE                         009 35 29.7
 BM0858
 BM0858|---------------------------------------------------------------------|
 BM0858| PID    Reference Object                     Distance      Geod. Az  |
 BM0858|                                                           dddmmss.s |
 BM0858| BZ1322 BELTON STANDPIPE                    APPROX.14.7 KM 0102149.4 |
 BM0858| CV6196 SALADO RM 1                          22.895 METERS 06139     |
 BM0858| BM0859 AUSTIN WACO AIRWAY BEACON 39        APPROX. 2.4 KM 0782910.8 |
 BM0858| BM0857 HOLLAND WATER TANK                  APPROX. 9.9 KM 1170539.1 |
 BM0858| CV6195 SALADO AZ MK                                       1323929.5 |
 BM0858| BM0856 BARTLETT WATER TANK                 APPROX.15.2 KM 1544624.1 |
 BM0858| BM0854 GRANGER WATER TANK                  APPROX.22.6 KM 1665412.0 |
 BM0858| CV6197 SALADO RM 2                          19.025 METERS 18355     |
 BM0858| CV4987 OLD WELL                                           19609     |
 BM0858|---------------------------------------------------------------------|
 BM0858
 BM0858                          SUPERSEDED SURVEY CONTROL
 BM0858
 BM0858  NAD 83(1986)-  30 55 09.25300(N)    097 29 51.08670(W) AD(       ) 1
 BM0858  NAD 27      -  30 55 08.59700(N)    097 29 50.05400(W) AD(       ) 1
 BM0858
 BM0858.Superseded values are not recommended for survey control.
 BM0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0858.See file dsdata.txt to determine how the superseded data were derived.
 BM0858
 BM0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV4356421618(NAD 83)
 BM0858_MARKER: DS = TRIANGULATION STATION DISK
 BM0858_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0858_PROJECTION: FLUSH
 BM0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0858
 BM0858  HISTORY     - Date     Condition        Report By
 BM0858  HISTORY     - 1943     MONUMENTED       CGS
 BM0858  HISTORY     - 1962     GOOD             CGS
 BM0858  HISTORY     - 1962     GOOD             USGS
 BM0858  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0858
 BM0858                          STATION DESCRIPTION
 BM0858
 BM0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0858'THE STATION IS LOCATED ABOUT 10.0 MILES W BY S OF BELTON, 3.0
 BM0858'MILES SE OF SALADO, AND 1.5 MILES NNW OF THE BELL PLAINS
 BM0858'COMMUNITY SCHOOLHOUSE, ON PROPERTY OWNED BY E.R. NUNNELEE OF
 BM0858'HOLLAND.  IT IS ABOUT 0.5 MILE W OF THE RANCH HOUSE, AND 0.15
 BM0858'MILE N OF THE W PASTURE GATE, AND 165 FEET E OF AN OLD CONCRETE
 BM0858'WATER WELL.  THE DISK IS STAMPED SALADO 1943, AND IS SET FLUSH
 BM0858'WITH THE GROUND.
 BM0858'
 BM0858'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0858'DISKS SET IN CONCRETE.
 BM0858'
 BM0858'REFERENCE MARK NO. 1 IS E OF THE STATION.  THE DISK IS STAMPED
 BM0858'SALADO 1943, AND IS SET FLUSH WITH THE GROUND.
 BM0858'
 BM0858'REFERENCE MARK NO. 2 IS S OF THE STATION.  THE DISK IS STAMPED
 BM0858'SALADO NO. 2 1943, AND IS SET FLUSH WITH THE GROUND.
 BM0858'
 BM0858'THE AZIMUTH MARK IS ABOUT 0.25 MILE WSW OF THE STATION, 45
 BM0858'FEET E OF THE CENTER OF THE GRAVEL ROAD, 150 FEET NW OF THE W
 BM0858'GATE, AND 1 FOOT E OF THE N-S FENCE LINE.  THE DISK IS STAMPED
 BM0858'SALADO 1943, AND PROJECTS 4 INCHES.  TO REACH FROM THE W GATE
 BM0858'ENTRANCE TO THE PASTURE, WALK NW ALONG FENCE LINE ABOUT 150
 BM0858'FEET TO THE MARK.
 BM0858'
 BM0858'TO REACH THE STATION FROM THE COURTHOUSE IN BELTON.  GO SW ON
 BM0858'U.S. HIGHWAY 81 FOR 4.4 MILES (0.2 MILE AFTER CROSSING THE
 BM0858'LAMPASAS RIVER BRIDGE) TO THE TOP OF HILL AND GRAVEL CROSSROADS.
 BM0858'TURN LEFT AND GO 0.15 MILE TO T-INTERSECTION, TURN LEFT AND GO
 BM0858'ABOUT 200 FEET, THEN SHARP RIGHT, AND GO 0.65 MILE TO A REVERSED
 BM0858'Y, BEAR RIGHT AND GO W 0.95 MILE TO T-INTERSECTION, THENCE
 BM0858'LEFT S FOR 4.1 MILES TO T-INTERSECTION, THENCE LEFT FOR 0.8
 BM0858'MILE TO A RED PAINTED BOARD GATE ON THE LEFT WITH WHITE
 BM0858'LETTERING REG, POLLED HEREFORDS, E.R. NUNNELEE, HOLLAND, TEXAS,
 BM0858'WEST GATE, PASS THROUGH THIS GATE AND GO N THROUGH PASTURE FOR
 BM0858'0.2 MILE TO THE STATION.
 BM0858'
 BM0858'NOTE--IF GATE IS LOCKED KEY CAN BE OBTAINED FROM THE E.R.
 BM0858'NUNNELEE RANCH HOUSE.  TO REACH HOUSE.  GO BACK N ON GRAVEL ROAD
 BM0858'FOR 0.8 MILE TO GRAVEL ROAD LEFT, TURN LEFT AND GO 0.5 MILE TO
 BM0858'A LARGE WHITE HOUSE ON THE RIGHT ABOUT 0.1 MILE S OF ROAD, TURN
 BM0858'RIGHT INTO DRIVEWAY LEADING TO HOUSE, AND ASK FOR KEY TO THE W
 BM0858'GATE.
 BM0858'
 BM0858'NOTE--A 37-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BM0858'
 BM0858'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 BM0858
 BM0858                          STATION RECOVERY (1962)
 BM0858
 BM0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JRM)
 BM0858'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO. 1
 BM0858'AND NO. 2 AND THE AZIMUTH MARK COULD NOT BE FOUND.  TO REACH THE
 BM0858'STATION, GO SOUTHEAST ON IH 35 FROM SALADO TO INTERSECTION IH
 BM0858'35 AND F.M. 2268.  GO 2.83 MILES SOUTHEAST ON F.M. 2268 TO
 BM0858'STATION ON THE RIGHT.  STATION IS 165 FEET SOUTHWEST OF
 BM0858'CENTERLINE OF F.M. 2268.  STATION IS 165 FEET EAST OF OLD
 BM0858'CONCRETE WATER WELL.
 BM0858
 BM0858                          STATION RECOVERY (1962)
 BM0858
 BM0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BM0858'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30097-1, STATION 1005.
 BM0858'RECOVERED BY USGS IN 1962 AND REDESCRIBED AS FOLLOWS
 BM0858'STATION IS LOCATED 10 MI. S. OF BELTON, 3 MI. SE. OF SALADO, AND 1.5
 BM0858'MI. NNW. OF THE BELL PLAINS COMMUNITY SCHOOL ON LAND OWNED BY E. R.
 BM0858'NUNNELEE OF HOLLAND.  STATION IS 160 FT. S. OF FARM TO MARKET ROAD
 BM0858'2268, 165 FT. NW. OF AN OLD CONCRETE WELL AND 5 FT. E. OF A CLUMP OF
 BM0858'15 FT. SCRUB OAKS.
 BM0858'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND FARM TO MARKET ROAD
 BM0858'2268 ON THE S. EDGE OF SALADO, GO E. ON ROAD 2268 2.8 MI. TO TOP OF
 BM0858'HILL AND STATION ON THE RIGHT.
 BM0858'STATION MARK--STANDARD USC AND GS BRONZE DISK, STAMPED---SALADO
 BM0858'1943---, SET IN CONCRETE FLUSH WITH GROUND.
 BM0858
 BM0858                          STATION RECOVERY (2001)
 BM0858
 BM0858'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0823 ***********************************************************************
 CC0823  DESIGNATION -  SALADO
 CC0823  PID         -  CC0823
 CC0823  STATE/COUNTY-  TX/LOVING
 CC0823  USGS QUAD   -  KYLE RANCH (1969)
 CC0823
 CC0823                         *CURRENT SURVEY CONTROL
 CC0823  ___________________________________________________________________
 CC0823* NAD 83(1993)-  31 57 34.24374(N)    103 40 06.37620(W)     ADJUSTED  
 CC0823* NAVD 88     -       949.6    (meters)    3115.     (feet)  VERTCON   
 CC0823  ___________________________________________________________________
 CC0823  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 CC0823  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CC0823
 CC0823  HORZ ORDER  -  SECOND
 CC0823
 CC0823.The horizontal coordinates were established by classical geodetic methods
 CC0823.and adjusted by the National Geodetic Survey in February 1996..
 CC0823
 CC0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0823
 CC0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0823
 CC0823.The geoid height was determined by GEOID03.
 CC0823
 CC0823;                    North         East     Units Scale Factor Converg.
 CC0823;SPC TX C     - 3,258,913.479   384,757.591   MT  1.00002135   -1 43 04.0
 CC0823;SPC TX C     -10,691,951.97  1,262,325.53   sFT  1.00002135   -1 43 04.0
 CC0823;SPC NM E     -   106,571.922   227,850.569   MT  0.99995779   +0 21 07.0
 CC0823;SPC NM E     -   349,644.71    747,539.74   sFT  0.99995779   +0 21 07.0
 CC0823;UTM  13      - 3,536,721.989   625,833.420   MT  0.99979528   +0 42 17.7
 CC0823
 CC0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0823!SPC TX C     -   0.99985493  x   1.00002135  =   0.99987628
 CC0823!SPC NM E     -   0.99985493  x   0.99995779  =   0.99981273
 CC0823!UTM  13      -   0.99985493  x   0.99979528  =   0.99965024
 CC0823
 CC0823|---------------------------------------------------------------------|
 CC0823| PID    Reference Object                     Distance      Geod. Az  |
 CC0823|                                                           dddmmss.s |
 CC0823| CI0399 SALADO RM 1                          12.842 METERS 09243     |
 CC0823| CC0822 PUMP                                APPROX. 6.7 KM 1755545.5 |
 CC0823| CI0400 SALADO RM 2                          14.582 METERS 18630     |
 CC0823| CC0824 NORTH MASON CAMP AERIAL TOWER       APPROX. 7.7 KM 2895536.2 |
 CC0823|---------------------------------------------------------------------|
 CC0823
 CC0823                          SUPERSEDED SURVEY CONTROL
 CC0823
 CC0823  NAD 83(1993)-  31 57 34.24524(N)    103 40 06.37473(W) AD(       ) 2
 CC0823  NAD 83(1986)-  31 57 34.24516(N)    103 40 06.37430(W) AD(       ) 2
 CC0823  NAD 27      -  31 57 33.79111(N)    103 40 04.69303(W) AD(       ) 2
 CC0823  NGVD 29 (07/19/86)  949.1    (m)         3114.     (f) VERT ANG       
 CC0823
 CC0823.Superseded values are not recommended for survey control.
 CC0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0823.See file dsdata.txt to determine how the superseded data were derived.
 CC0823
 CC0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR2583336722(NAD 83)
 CC0823_MARKER: DD = SURVEY DISK
 CC0823_SETTING: 66 = SET IN ROCK OUTCROP
 CC0823_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CC0823
 CC0823  HISTORY     - Date     Condition        Report By
 CC0823  HISTORY     - 1969     MONUMENTED       USGS
 CC0823
 CC0823                          STATION DESCRIPTION
 CC0823
 CC0823'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (EGE)
 CC0823'STATION IS LOCATED NORTH 14 DEG WEST ABOUT 17 MILES AIRLINE
 CC0823'FROM MENTONE, NORTH 61 DEG EAST ABOUT 16.5 MILES AIRLINE FROM
 CC0823'ORLA.  ON A SAND HILL ABOUT 1 MILE NORTH OF A SMALL OIL FIELD.
 CC0823'STATION IS 5.0 FEET SOUTHWEST OF USGS WITNESS SIGN MOUNTED ON
 CC0823'METAL POST.
 CC0823'
 CC0823'TO REACH FROM THE LOVING COUNTY COURTHOUSE IN MENTONE, PROCEED
 CC0823'NORTH ALONG MAIN GRADED GRAVEL ROAD 17.5 MILES TO T-ROAD
 CC0823'EAST.  TURN RIGHT (EAST) AND PROCEED 1.7 MILES ALONG GRAVEL
 CC0823'ROAD TO T-ROAD NORTH.  TURN LEFT (NORTH) AND PROCEED 1.5
 CC0823'MILES THROUGH OIL FIELD TO AN ABANDONED DRILLING SITE.  PROCEED
 CC0823'NORTH CROSS COUNTRY UP THE HILL FOR 0.1 MILE TO THE STATION
 CC0823'SITE.
 CC0823'
 CC0823'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A 2 FOOT
 CC0823'COPPER COATED STEEL ROD CEMENTED IN BED ROCK (BELOW GROUND
 CC0823'SURFACE).  CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER,
 CC0823'12 INCHES LONG, FILLED WITH GRAVEL.  TABLET IS SET FLUSH
 CC0823'WITH GROUND AND STAMPED SALADO ET 1969.
 CC0823'
 CC0823'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 CC0823'TABLET CRIMPED TO A 2.5 FOOT COPPER COATED STEEL ROD CEMENTED
 CC0823'IN DRILL HOLE IN UNDERGROUND BED ROCK.  CENTERED IN AN
 CC0823'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 CC0823'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CC0823'SALADO ET 1969 NO. 1.
 CC0823'
 CC0823'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK
 CC0823'TABLET CRIMPED TO A 2 FOOT COPPER COATED STEEL ROD CEMENTED INTO
 CC0823'DRILL HOLE IN UNDERGROUND BED ROCK.  CENTERED IN AN ORANGEBURG
 CC0823'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 CC0823'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED SALADO ET
 CC0823'1969 NO. 2.
 CC0823'
 CC0823'STATION PUMP ET 1969 IS VISIBLE FROM THE GROUND AND WILL SERVE
 CC0823'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2748 ***********************************************************************
 AX2748  DESIGNATION -  SALEM
 AX2748  PID         -  AX2748
 AX2748  STATE/COUNTY-  TX/VICTORIA
 AX2748  USGS QUAD   -  PECK BRANCH (1981)
 AX2748
 AX2748                         *CURRENT SURVEY CONTROL
 AX2748  ___________________________________________________________________
 AX2748* NAD 83(1993)-  29 02 42.89982(N)    096 56 18.13466(W)     ADJUSTED  
 AX2748* NAVD 88     -        51.0    (meters)     167.     (feet)  VERTCON   
 AX2748  ___________________________________________________________________
 AX2748  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AX2748  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2748
 AX2748  HORZ ORDER  -  FIRST
 AX2748
 AX2748.The horizontal coordinates were established by classical geodetic methods
 AX2748.and adjusted by the National Geodetic Survey in February 1996..
 AX2748
 AX2748.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2748
 AX2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2748
 AX2748.The geoid height was determined by GEOID03.
 AX2748
 AX2748;                    North         East     Units Scale Factor Converg.
 AX2748;SPC TXSC     - 4,136,082.526   800,760.043   MT  0.99987594   +1 00 36.1
 AX2748;SPC TXSC     -13,569,797.42  2,627,160.24   sFT  0.99987594   +1 00 36.1
 AX2748;UTM  14      - 3,214,752.808   700,738.097   MT  1.00009727   +1 00 04.5
 AX2748
 AX2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2748!SPC TXSC     -   0.99999629  x   0.99987594  =   0.99987223
 AX2748!UTM  14      -   0.99999629  x   1.00009727  =   1.00009356
 AX2748
 AX2748:                Primary Azimuth Mark                     Grid Az
 AX2748:SPC TXSC     -  SALEM AZ MK                              147 43 06.9
 AX2748:UTM  14      -  SALEM AZ MK                              147 43 38.5
 AX2748
 AX2748|---------------------------------------------------------------------|
 AX2748| PID    Reference Object                     Distance      Geod. Az  |
 AX2748|                                                           dddmmss.s |
 AX2748| CV6742 SALEM AZ MK                                        1484343.0 |
 AX2748| CV6743 SALEM RM 1                           29.803 METERS 15411     |
 AX2748| AX2749 SALEM 1943 AZ MK 2                  APPROX. 1.9 KM 1731420.6 |
 AX2748| CV6744 SALEM RM 2                           23.808 METERS 26200     |
 AX2748|---------------------------------------------------------------------|
 AX2748
 AX2748                          SUPERSEDED SURVEY CONTROL
 AX2748
 AX2748  NAD 83(1986)-  29 02 42.91009(N)    096 56 18.12207(W) AD(       ) 1
 AX2748  NAD 27      -  29 02 41.98300(N)    096 56 17.17900(W) AD(       ) 1
 AX2748  NGVD 29 (07/19/86)   51.0    (m)          167.     (f) VERT ANG       
 AX2748
 AX2748.Superseded values are not recommended for survey control.
 AX2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2748.See file dsdata.txt to determine how the superseded data were derived.
 AX2748
 AX2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT0073814753(NAD 83)
 AX2748_MARKER: DS = TRIANGULATION STATION DISK
 AX2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2748_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2748
 AX2748  HISTORY     - Date     Condition        Report By
 AX2748  HISTORY     - 1943     MONUMENTED       CGS
 AX2748  HISTORY     - 1963     GOOD             CGS
 AX2748  HISTORY     - 1980     GOOD             NGS
 AX2748
 AX2748                          STATION DESCRIPTION
 AX2748
 AX2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2748'STATION IS LOCATED ABOUT 13 MILES NE OF NURSERY ON LAND
 AX2748'OWNED BY MRS. ROSENA WAGNER.  IT IS 0.6 MILE N OF THE FARMHOUSE,
 AX2748'40 FEET E OF A GRADED TRAIL ROAD AND 38 FEET NNE OF A TRIANGULAR
 AX2748'BLAZED TREE.  IT IS STAMPED SALEM 1943 AND PROJECTS 2 INCHES.
 AX2748'
 AX2748'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2748'DISKS SET IN CONCRETE.
 AX2748'
 AX2748'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 77 FEET SSE OF
 AX2748'THE TRIANGULAR-BLAZED TREE AND 36 FEET E OF THE CENTER LINE
 AX2748'OF THE GRADED TRAIL ROAD.  IT IS STAMPED SALEM NO. 1 1943
 AX2748'AND PROJECTS 2 INCHES.
 AX2748'
 AX2748'REFERENCE MARK NO. 2 IS W BY S OF THE STATION, 68 FEET NW
 AX2748'OF THE TRIANGULAR-BLAZED TREE AND 30 FEET W OF THE CENTER
 AX2748'LINE OF THE TRAIL ROAD.  IT IS STAMPED SALEM NO. 2 1943
 AX2748'AND PROJECTS 2 INCHES.
 AX2748'
 AX2748'THE AZIMUTH MARK IS SSE OF THE STATION AT THE NW CORNER OF
 AX2748'A BARN LOT, 43 FEET W OF THE CENTER LINE OF THE GRADED TRAIL
 AX2748'ROAD, 27 FEET W OF THE FENCE CORNER AND 1 FOOT N OF THE
 AX2748'FENCE.  IT IS STAMPED SALEM 1943 AND PROJECTS 1 INCH.
 AX2748'
 AX2748'TO REACH THE STATION FROM THE GROCERY STORE AND FILLING STATION
 AX2748'IN NURSERY, TURN LEFT ON A GRAVEL ROAD, CROSSING RAILROAD
 AX2748'TRACKS, FOR 0.05 MILE TO A T-ROAD.  THEN LEFT FOR 0.15 MILE
 AX2748'TO WHERE THE MAIN ROAD TURNS RIGHT.  THEN RIGHT FOR 10.4 MILES
 AX2748'TO WHERE THE MAIN ROAD TURNS RIGHT AND A DIM ROAD CONTINUES
 AX2748'AHEAD.  THEN RIGHT (MAIN ROAD) FOR 1.1 MILES TO A SIMILAR
 AX2748'TURN IN THE MAIN ROAD.  THEN RIGHT FOR 2.0 MILES TO A CROSS
 AX2748'ROAD.  THEN RIGHT FOR 3.3 MILES TO WHERE THE MAIN ROAD TURNS
 AX2748'RIGHT.  CONTINUE STRAIGHT AHEAD ON A GRADED DIRT ROAD FOR
 AX2748'0.85 MILE TO A GATE ON THE LEFT.  THEN THROUGH GATE (N) FOR
 AX2748'0.55 MILE TO THE BARN LOT AND THE AZIMUTH MARK ON THE LEFT.
 AX2748'CONTINUE AHEAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 AX2748'
 AX2748'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX2748
 AX2748                          STATION RECOVERY (1963)
 AX2748
 AX2748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2748'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 AX2748'MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO
 AX2748'REACH THE STATION SITE BEGINNING IN DOWN TOWN VICTORIA AT
 AX2748'THE INTERSECTION OF U.S. 59 AND U.S. 77, PROCEED NORTH ON
 AX2748'U.S. 77 13 MILES TO A ROAD RIGHT (NORTHEAST).  TURN RIGHT
 AX2748'AND FOLLOW ROAD 4.15 MILES TO RANCH ROAD LEFT THROUGH GATE.
 AX2748'TURN LEFT THROUGH GATE AND FOLLOW RANCH ROAD NORTHERLY 1.08
 AX2748'MILE TO TREE AND STATION ON THE RIGHT.
 AX2748
 AX2748                          STATION RECOVERY (1980)
 AX2748
 AX2748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2748'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 AX2748'WERE RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER, THE LINE
 AX2748'OF SIGHT TO THE AZIMUTH MARK IS BLOCKED BY A BARN.  A NEW AZIMUTH
 AX2748'MARK 2 WAS ESTABLISHED AT THIS DATE.  THE DISTANCE AND DIRECTION
 AX2748'TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE P.L.B. DATA
 AX2748'IN 1943.  THIS DATA ALSO STATES THAT THERE IS AN UNDERGROUND
 AX2748'STATION MARK.  A NEW DESCRIPTION FOLLOWS.
 AX2748'
 AX2748'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH-NORTHEAST OF
 AX2748'VICTORIA, 5 MILES NORTH-NORTHWEST OF THE SMALL COMMUNITY OF
 AX2748'SALEM AND ON PROPERTY OWNED BY MR. R. WAGNER, PHONE
 AX2748'NUMBER 293-3900.  A KEY TO THE LOCKED GATE CAN BE OBTAINED
 AX2748'FROM MR. WAGNER.
 AX2748'
 AX2748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND
 AX2748'77 IN VICTORIA, GO NORTH ON U.S. HIGHWAY 77 (NORTH NAVARRO STREET)
 AX2748'FOR 12.6 MILES TO A SIDE ROAD ON THE RIGHT (J-2 RANCH ROAD) THAT
 AX2748'PAVED ROAD FOR 2.9 MILES TO THE END OF PAVEMENT AND SALEM ROAD
 AX2748'ON THE LEFT.  CONTINUE NORTHEASTERLY ON THE GRAVEL ROAD FOR
 AX2748'0.8 MILE TO AZIMUTH MARK 2 ON THE LEFT.  CONTINUE NORTHEASTERLY
 AX2748'ON THE GRAVEL ROAD FOR 0.4 MILE TO A LOCKED METAL GATE ON THE
 AX2748'LEFT.  TURN LEFT, PASSING THROUGH THE GATE, AND GO NORTHWEST
 AX2748'THE GATE AND CONTINUE NORTHWEST ON THE FIELD ROAD FOR 0.1 MILE
 AX2748'TO THE ORIGINAL AZIMUTH MARK ON THE LEFT, JUST BEYOND THE
 AX2748'RANCH HOUSE AND CORRALS AND JUST BEFORE REACHING A BARN.  CONTINUE
 AX2748'NORTHWESTERLY ON THE FIELD ROAD FOR 0.5 MILE TO A SMALL FENCED
 AX2748'AREA AND THE STATION ON THE RIGHT AS DESCRIBED.
 AX2748'
 AX2748'THE STATION IS A STANDARD NGS DISK
 AX2748'STAMPED---SALEM 1943---,
 AX2748'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 AX2748'FLUSH WITH GROUND.  IT IS LOCATED
 AX2748'45.8 FEET NORTH-NORTHEAST FROM THE CENTER OF THE FIELD ROAD AND
 AX2748'17 FEET SOUTH-SOUTHWEST FROM THE NORTHWEST FENCE CORNER OF THE
 AX2748'SMALL FENCED AREA.
 AX2748'
 AX2748'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 AX2748'STAMPED---SALEM NO 1 1943---,
 AX2748'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 AX2748'FLUSH WITH GROUND.  IT IS LOCATED
 AX2748'65 FEET SOUTH-SOUTHEAST FROM THE SOUTHEAST FENCE CORNER OF THE
 AX2748'SMALL FENCED AREA AND
 AX2748'35 FEET NORTH-NORTHEAST FROM THE CENTER OF THE FIELD ROAD.
 AX2748'MARK IS LEVEL WITH STATION.
 AX2748'
 AX2748'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 AX2748'STAMPED---SALEM NO 2 1943---,
 AX2748'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 AX2748'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2748'73 FEET WEST FROM THE SOUTHWEST FENCE CORNER OF THE SMALL FENCED
 AX2748'AREA AND
 AX2748'28.5 FEET SOUTHWEST FROM THE CENTER OF THE FIELD ROAD.
 AX2748'MARK IS ABOVE STATION 0.40 METERS.
 AX2748'
 AX2748'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 AX2748'STAMPED---SALEM 1943---,
 AX2748'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 AX2748'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 AX2748'44 FEET SOUTHWEST FROM THE CENTER OF THE FIELD ROAD AND
 AX2748'1 FOOT NORTH-NORTHWEST FROM A FENCE.
 AX2748'
 AX2748'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 AX2748'STAMPED---SALEM 1943 NO 2 1980---, SET INTO THE TOP OF A ROUND
 AX2748'CONCRETE MONUMENT 30 CM IN DIAMETER AND PROJECTING 4 CM ABOVE
 AX2748'THE GROUND.
 AX2748'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AX2748'STAMPED---SALEM 1943 NO 2 1980---, SET INTO AN IRREGULAR
 AX2748'MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 AX2748'IT IS LOCATED
 AX2748'20 FEET NORTHEAST FROM THE CENTER OF THE GRAVEL ROAD AND
 AX2748'2 FEET NORTHEAST FROM A METAL WITNESS POST AND FENCE.
 AX2748'
 AX2748'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 8.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2699 ***********************************************************************
 BY2699  DESIGNATION -  SALEM
 BY2699  PID         -  BY2699
 BY2699  STATE/COUNTY-  TX/RUSK
 BY2699  USGS QUAD   -  NEW SALEM (1973)
 BY2699
 BY2699                         *CURRENT SURVEY CONTROL
 BY2699  ___________________________________________________________________
 BY2699* NAD 83(1993)-  31 58 52.49994(N)    094 57 10.18177(W)     ADJUSTED  
 BY2699* NAVD 88     -       207.5    (meters)     681.     (feet)  VERTCON   
 BY2699  ___________________________________________________________________
 BY2699  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BY2699  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BY2699
 BY2699  HORZ ORDER  -  FIRST
 BY2699
 BY2699.The horizontal coordinates were established by classical geodetic methods
 BY2699.and adjusted by the National Geodetic Survey in February 1996..
 BY2699
 BY2699.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2699
 BY2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2699
 BY2699.The geoid height was determined by GEOID03.
 BY2699
 BY2699;                    North         East     Units Scale Factor Converg.
 BY2699;SPC TXNC     - 2,040,545.357   935,203.176   MT  1.00004559   +1 56 04.6
 BY2699;SPC TXNC     - 6,694,689.23  3,068,245.75   sFT  1.00004559   +1 56 04.6
 BY2699;SPC TX C     - 3,268,894.068 1,208,340.127   MT  1.00002777   +2 46 16.6
 BY2699;SPC TX C     -10,724,696.62  3,964,362.57   sFT  1.00002777   +2 46 16.6
 BY2699;UTM  15      - 3,540,023.162   315,491.604   MT  1.00001986   -1 02 04.5
 BY2699
 BY2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2699!SPC TXNC     -   0.99997158  x   1.00004559  =   1.00001717
 BY2699!SPC TX C     -   0.99997158  x   1.00002777  =   0.99999935
 BY2699!UTM  15      -   0.99997158  x   1.00001986  =   0.99999144
 BY2699
 BY2699|---------------------------------------------------------------------|
 BY2699| PID    Reference Object                     Distance      Geod. Az  |
 BY2699|                                                           dddmmss.s |
 BY2699| BY2700 SALEM LOOKOUT TOWER                  12.275 METERS 04922     |
 BY2699| CV9188 SALEM AZ MK RESET                                  1243226.6 |
 BY2699| BY2698 SACUL CHURCH                        APPROX.17.4 KM 1693828.1 |
 BY2699| CV9189 SALEM RM                             34.710 METERS 21841     |
 BY2699| CV9190 SALEM RM 3                           16.212 METERS 22447     |
 BY2699| CV9191 SALEM RM 4                           17.502 METERS 33522     |
 BY2699| CV9187 SALEM AZ MK                                        3534201.5 |
 BY2699|---------------------------------------------------------------------|
 BY2699
 BY2699                          SUPERSEDED SURVEY CONTROL
 BY2699
 BY2699  NAD 83(1986)-  31 58 52.50963(N)    094 57 10.16859(W) AD(       ) 1
 BY2699  NAD 27      -  31 58 51.90500(N)    094 57 09.37900(W) AD(       ) 1
 BY2699  NGVD 29 (07/19/86)  207.5    (m)          681.     (f) VERT ANG       
 BY2699
 BY2699.Superseded values are not recommended for survey control.
 BY2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2699.See file dsdata.txt to determine how the superseded data were derived.
 BY2699
 BY2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR1549240023(NAD 83)
 BY2699_MARKER: DS = TRIANGULATION STATION DISK
 BY2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2699
 BY2699  HISTORY     - Date     Condition        Report By
 BY2699  HISTORY     - 1919     MONUMENTED       CGS
 BY2699  HISTORY     - 1935     GOOD             CGS
 BY2699  HISTORY     - 1937     GOOD             TXHD
 BY2699  HISTORY     - 1950     GOOD             CGS
 BY2699  HISTORY     - 1953     GOOD             CGS
 BY2699  HISTORY     - 1958     GOOD             CGS
 BY2699  HISTORY     - 1960     GOOD             CGS
 BY2699
 BY2699                          STATION DESCRIPTION
 BY2699
 BY2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2699'STATION IS ABOUT 27 MILES BY ROAD TO EASTWARD OF JACKSONVILLE,
 BY2699'19 MILES SW OF HENDERSON, ABOUT 3-1/2 MILES E OF N FROM NEW
 BY2699'SALEM, 1 MILE W OF THE NEW SALEM-HENDERSON ROAD, 1/2 MILE W OF
 BY2699'G.L. SIMMONS HOUSE, ON TOP OF A PROMINENT TIMBERED HILL LOCALLY
 BY2699'KNOWN AS QUINN MOUNTAIN, AND ON LAND BELONGING TO DR. H.C.
 BY2699'BANETTE WHO LIVES AT NEW SALEM.
 BY2699'
 BY2699'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY2699'DISKS SET IN CONCRETE.
 BY2699'
 BY2699'REFERENCE MARK IS 34.71 METERS (113.9 FEET) FROM STATION
 BY2699'S 38 DEG 41 MIN W.
 BY2699'
 BY2699'THE BEARING OF THE SCHOOL CUPOLA AT REKLAW IS S 9 DEG 56 MIN E.
 BY2699'
 BY2699'ELEVATION OF STATION, 207.5 METERS (681 FEET).
 BY2699
 BY2699                          STATION RECOVERY (1935)
 BY2699
 BY2699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2699'THIS STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 BY2699'STATION IS ON THE HIGHEST POINT OF QUINN MOUNTAIN, ABOUT 1/4
 BY2699'MILE W OF THE LANEVILLE-PLEASANT GROVE ROAD.  IT IS RATHER
 BY2699'DIFFICULT TO FIND, BUT NO FURTHER TIES ARE POSSIBLE DUE TO THE
 BY2699'BARREN NATURE OF THE LOCATION.
 BY2699'
 BY2699'THE REFERENCE MARK WAS FOUND DUG OUT OF THE GROUND AND LAYING ON
 BY2699'THE SURFACE AT THE DESCRIBED LOCATION.  THE DISK OF THE REFERENCE
 BY2699'MARK IS GONE BUT THE SHANK IS STILL EMBEDDED IN THE CONCRETE.
 BY2699'
 BY2699'TO REACH THIS STATION FROM NEW SALEM, TAKE THE NEW SALEM-HENDERSON
 BY2699'ROAD TOWARD HENDERSON 3.5 MILES TO FIRST ROAD TURNING LEFT.  THIS
 BY2699'LEFT HAND ROAD IS THE LANEVILLE-PLEASANT GROVE ROAD.  TAKE THIS
 BY2699'ROAD AND FOLLOW 1.6 MILES TO POINT OPPOSITE STATION.  WALK DUE
 BY2699'W ABOUT 1/4 MILE TO STATION.
 BY2699'
 BY2699'THE FIRST RISE OF QUINN MOUNTAIN REACHED FROM THE ROAD IS STEEP
 BY2699'AND ALMOST AS HIGH AS ANY POINT OF THE MOUNTAIN, BUT IT IS ALMOST
 BY2699'THE SHAPE OF AN INVERTED CONE AND COMES ALMOST TO A SHARP POINT
 BY2699'AT THE TOP.  THE STATION IS NOT ON THIS RISE, BUT IS ON THE S
 BY2699'EDGE OF THE NEXT RISE TO THE W.
 BY2699
 BY2699                          STATION RECOVERY (1937)
 BY2699
 BY2699'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BY2699'STATION AND REFERENCE MARKS RECOVERED AND FOUND TO BE IN GOOD
 BY2699'CONDITION.
 BY2699'
 BY2699'STATION WAS REACHED FROM NEW SALEM POST OFFICE BY FOLLOWING ROAD
 BY2699'W, AT 0.10 MILE TURN RIGHT AND FOLLOW ROAD NORTHEASTERLY, AT
 BY2699'0.29 MILE A ROAD ON RIGHT, AT 2.55 MILES A ROAD ON RIGHT, AT 3.33
 BY2699'MILES A ROAD ON RIGHT, AT 3.55 MILES LEAVE HENDERSON-NEW SALEM
 BY2699'ROAD AND TURN LEFT ONTO COUNTY ROAD GOING IN A WESTERLY
 BY2699'DIRECTION, AT 4.89 MILES LEAVE COUNTY ROAD AND TURN LEFT ONTO
 BY2699'ROAD TO HOUSE GOING IN NORTHWESTERLY DIRECTION, AT 5.06 MILES
 BY2699'GO THROUGH GATE NEAR HOUSE, AT 5.16 MILES CROSS SMALL CREEK, AT
 BY2699'5.20 MILES END OF TRUCK TRAVEL.  STATION MAY BE REACHED ON
 BY2699'FOOT BY FOLLOWING COURSE W OF N APPROXIMATELY 1/2 MILE TO TOP
 BY2699'OF HILL AND STATION.
 BY2699
 BY2699                          STATION RECOVERY (1950)
 BY2699
 BY2699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 BY2699'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 BY2699'CONDITION.  AN AZIMUTH MARK AND TWO REFERENCE MARKS WERE SET.
 BY2699'A NEW DESCRIPTION FOLLOWS.  STATION IS ABOUT 19 MILES SOUTHWEST
 BY2699'OF HENDERSON AND 3-1/2 MILES NORTH NORTHEAST OF SALEM ON TOP OF
 BY2699'A PROMINENT TIMBERED HILL KNOWN LOCALLY AS QUINN MOUNTAIN.
 BY2699'STATION IS 23 FEET SOUTH OF LARGE HOLLOW TREE WITH TRIANGLE
 BY2699'BLAZE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 BY2699'STAMPED SALEM 1919.
 BY2699'
 BY2699'REFERENCE MARK NO. 3 PROJECTS ABOUT 4 INCHES AND THE DISK IS
 BY2699'STAMPED SALEM NO 3 1950.
 BY2699'
 BY2699'REFERENCE MARK NO. 4 IS 6 FEET NORTHEAST OF LARGE TREE.  THE
 BY2699'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SALEM NO
 BY2699'4 1950.
 BY2699'
 BY2699'AZIMUTH MARK IS 58 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 BY2699'HIGHWAY 79 AND 4 FEET NORTHEAST OF WITNESS POST.  THE MARK
 BY2699'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED SALEM 1950.
 BY2699'
 BY2699'TO REACH FROM THE SOUTHWEST CORNER OF THE BUSINESS SQUARE IN
 BY2699'HENDERSON GO SOUTH AND SOUTHWEST ON U.S. HIGHWAY 79 FOR 10.5
 BY2699'MILES TO JUNCTION OF HIGHWAY 259.  CONTINUE SOUTHWEST ON U.S.
 BY2699'HIGHWAY 79 FOR 1.4 MILES TO SIDE ROAD LEFT.  TURN LEFT AND GO
 BY2699'1.0 MILE TO FORK.  TAKE LEFT FORK AND GO 3.1 MILES ON GRADED
 BY2699'ROAD TO GATE AND TRACK ROAD ON RIGHT.  PASS THROUGH GATE AND
 BY2699'FOLLOW TRACK ROAD 0.3 MILE TO ITS END AT FOOT OF STEEP GRADE.
 BY2699'PACK WEST ABOUT 0.1 MILE TO TOP OF HILL AND STATION ON HIGHEST
 BY2699'POINT.  A FOUR WHEEL DRIVE MAY BE DRIVEN TO STATION.  TO
 BY2699'REACH AZIMUTH FROM POINT WHERE DESCRIPTION LEAVES HIGHWAY
 BY2699'CONTINUE SOUTHWEST ON U.S. HIGHWAY 79 FOR 1.6 MILES TO SAW
 BY2699'MILL AND AZIMUTH MARK NEAR NORTHWEST EDGE OF LUMBER YARD
 BY2699'AS DESCRIBED.  CLEARING NECESSARY TO MAKE AZIMUTH V.G.
 BY2699'
 BY2699'OBSERVATIONS TAKEN FROM A 50 FOOT STEEL TOWER.
 BY2699
 BY2699                          STATION RECOVERY (1953)
 BY2699
 BY2699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HWW)
 BY2699'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BY2699'
 BY2699'TO REACH STATION FROM THE BUSINESS SQUARE IN HENDERSON, GO
 BY2699'SOUTH AND SOUTHWEST ON STATE HIGHWAY LOOP 154 FOR 1.8 MILES TO
 BY2699'INTERSECTION U.S. 79, FOLLOW U.S. 79 SOUTHWEST 4.4 MILES TO
 BY2699'INTERSECTION F.M. 839, FOLLOW F.M. 839 SOUTH AND SOUTHWEST 9.9
 BY2699'MILES, TURN RIGHT ON GRADED COUNTY ROAD, FOLLOW WEST AND NORTH
 BY2699'1.6 MILES, TURN LEFT ON UNGRADED ROAD, FOLLOW UP QUINN MOUNTAIN
 BY2699'0.4 MILE TO SALEM FIRE TOWER.
 BY2699'
 BY2699'STATION IS LOCATED N 43 DEG 42 MIN E OF CENTER OF FIRE
 BY2699'TOWER.
 BY2699
 BY2699                          STATION RECOVERY (1958)
 BY2699
 BY2699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2699'THE STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 BY2699'WERE FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS SET.
 BY2699'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 BY2699'
 BY2699'THE STATION IS LOCATED ON THE SOUTHWEST END OF A HIGH RIDGE,
 BY2699'ABOUT 15 MILES AIRLINE SOUTHWEST OF HENDERSON AND 15 MILES
 BY2699'WEST-NORTHWEST OF ENTERPRISE.  THE STATION MARK IS 40.28 FEET
 BY2699'SOUTHWEST OF THE CENTER OF THE SALEM, TEXAS STATE FOREST SERVICE
 BY2699'LOOKOUT TOWER.  THE MARK PROJECTS 4 INCHES AND IS STAMPED SALEM
 BY2699'1919.
 BY2699'
 BY2699'REFERENCE MARK NO. 3 IS ON THE SOUTHWEST SLOPE OF THE RIDGE AT
 BY2699'THE EAST EDGE OF THE DRIVEWAY.  THE MARK PROJECTS 6 INCHES AND
 BY2699'IS STAMPED SALEM NO 3 1950.
 BY2699'
 BY2699'REFERENCE MARK NO. 4 IS AT THE WEST EDGE OF THE CLEARING, 61
 BY2699'FEET WEST OF THE CENTER OF THE LOOKOUT TOWER.  THE MARK PROJECTS
 BY2699'2 INCHES AND IS STAMPED SALEM NO 4 1950.
 BY2699'
 BY2699'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 BY2699'NO. 4 IS 91.0 FEET.
 BY2699'
 BY2699'THE AZIMUTH MARK IS 44 FEET EAST-SOUTHEAST OF A T ROAD
 BY2699'INTERSECTION, 10 FEET NORTH OF A 16-INCH TREE AND 9 FEET SOUTH
 BY2699'OF AN 18-INCH TREE.  THE MARK PROJECTS 5 INCHES AND IS STAMPED
 BY2699'SALEM 1919 RESET 1958.
 BY2699'
 BY2699'THE LOOKOUT TOWER IS A METAL CAB SUPPORTED BY A FOUR LEGGED
 BY2699'STRUCTURE.  IT IS ABOUT 100 FEET IN HEIGHT.
 BY2699'
 BY2699'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN NORTHEAST
 BY2699'HENDERSON, GO SOUTHWESTERLY ON U.S. HIGHWAY 79 FOR 11.7 MILES TO
 BY2699'THE JUNCTION WITH TEXAS STATE HIGHWAY 259, CONTINUE ON HIGHWAY
 BY2699'79 FOR 1.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON THE SIDE
 BY2699'ROAD AND GO 0.9 MILE TO A FORKS AND SIGN SALEM FIRE LOOKOUT
 BY2699'TOWER.  TAKE LEFT FORK AND GO 3.0 MILES TO A T ROAD RIGHT.
 BY2699'TURN RIGHT AND GO 0.4 MILE TO THE LOOKOUT TOWER AT THE TOP OF
 BY2699'THE RIDGE AND THE STATION AS DESCRIBED.
 BY2699'
 BY2699'TO REACH THE AZIMUTH MARK FROM THE T ROAD INTERSECTION AT THE
 BY2699'BASE OF THE RIDGE, CONTINUE EASTERLY FOR 0.15 MILE TO A T ROAD
 BY2699'LEFT AND THE AZIMUTH MARK.
 BY2699'
 BY2699'OBSERVATIONS WERE MADE FROM A 64-FOOT TOWER.
 BY2699
 BY2699                          STATION RECOVERY (1960)
 BY2699
 BY2699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSC)
 BY2699'STATION AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED IN
 BY2699'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 BY2699'STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1253 ***********************************************************************
 DN1253  DESIGNATION -  SALEM
 DN1253  PID         -  DN1253
 DN1253  STATE/COUNTY-  TX/COOKE
 DN1253  USGS QUAD   -  COLLINSVILLE (1982)
 DN1253
 DN1253                         *CURRENT SURVEY CONTROL
 DN1253  ___________________________________________________________________
 DN1253* NAD 83(1993)-  33 33 21.03913(N)    096 58 58.87701(W)     ADJUSTED  
 DN1253* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 DN1253  ___________________________________________________________________
 DN1253  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DN1253  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 DN1253
 DN1253  HORZ ORDER  -  FIRST
 DN1253
 DN1253.The horizontal coordinates were established by classical geodetic methods
 DN1253.and adjusted by the National Geodetic Survey in February 1996..
 DN1253
 DN1253.The orthometric height was scaled from a topographic map.
 DN1253
 DN1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1253
 DN1253.The geoid height was determined by GEOID03.
 DN1253
 DN1253;                    North         East     Units Scale Factor Converg.
 DN1253;SPC TXNC     - 2,210,511.104   740,853.532   MT  0.99991123   +0 49 38.5
 DN1253;SPC TXNC     - 7,252,318.51  2,430,616.96   sFT  0.99991123   +0 49 38.5
 DN1253;UTM  14      - 3,714,732.814   687,242.590   MT  1.00003225   +1 06 54.7
 DN1253
 DN1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1253!SPC TXNC     -   0.99996646  x   0.99991123  =   0.99987769
 DN1253!UTM  14      -   0.99996646  x   1.00003225  =   0.99999871
 DN1253
 DN1253:                Primary Azimuth Mark                     Grid Az
 DN1253:SPC TXNC     -  WHITESBORO MUNICIPAL STANDPIPE           031 29 56.7
 DN1253:UTM  14      -  WHITESBORO MUNICIPAL STANDPIPE           031 12 40.5
 DN1253
 DN1253|---------------------------------------------------------------------|
 DN1253| PID    Reference Object                     Distance      Geod. Az  |
 DN1253|                                                           dddmmss.s |
 DN1253| DN1263 WHITESBORO MUNICIPAL STANDPIPE      APPROX.13.1 KM 0321935.2 |
 DN1253| CY2185 SALEM RM 1                           32.449 METERS 05233     |
 DN1253| CY2187 SALEM 2 RM 3                                       06712     |
 DN1253| DN1254 COLLINSVILLE MUNICIPAL TANK         APPROX. 6.8 KM 0852112.9 |
 DN1253| DN1258 SALEM 2                              43.503 METERS 08755     |
 DN1253| CY2188 SALEM 2 RM 4                                       10516     |
 DN1253| DN1257 SALEM 1955 AZ MK 1975               APPROX. 0.6 KM 1153100.3 |
 DN1253| CY2186 SALEM RM 2                           29.603 METERS 11848     |
 DN1253|---------------------------------------------------------------------|
 DN1253
 DN1253                          SUPERSEDED SURVEY CONTROL
 DN1253
 DN1253  NAD 83(1993)-  33 33 21.03948(N)    096 58 58.87327(W) AD(       ) 1
 DN1253  NAD 83(1986)-  33 33 21.04426(N)    096 58 58.86620(W) AD(       ) 1
 DN1253  NAD 27      -  33 33 20.64640(N)    096 58 57.84290(W) AD(       ) 1
 DN1253
 DN1253.Superseded values are not recommended for survey control.
 DN1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1253.See file dsdata.txt to determine how the superseded data were derived.
 DN1253
 DN1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8724314733(NAD 83)
 DN1253_MARKER: DS = TRIANGULATION STATION DISK
 DN1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1253
 DN1253  HISTORY     - Date     Condition        Report By
 DN1253  HISTORY     - 1955     MONUMENTED       CGS
 DN1253  HISTORY     - 1957     GOOD             CGS
 DN1253  HISTORY     - 1975     SEE DESCRIPTION  NGS
 DN1253  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 DN1253
 DN1253                          STATION DESCRIPTION
 DN1253
 DN1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1253'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF GAINESVILLE,
 DN1253'ABOUT 8 MILES SOUTHWEST OF WHITESBORO AND ABOUT 4 MILES WEST
 DN1253'OF COLLINSVILLE ON PROPERTY OWNED BY MR. JOE JARMAN.  IT IS
 DN1253'240 FEET SOUTH OF THE SOUTHEAST CORNER OF MR. JARMANS HOUSE,
 DN1253'64 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 42 FEET
 DN1253'WEST OF A FENCE.  IT IS STAMPED SALEM 1955 AND IS SET 12 INCHES
 DN1253'BELOW THE SURFACE OF THE GROUND.
 DN1253'
 DN1253'R.M. NO. 1 IS 24 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 DN1253'AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED SALEM NO 1 1955
 DN1253'AND PROJECTS 3 INCHES.
 DN1253'
 DN1253'R.M. NO. 2 IS 24 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 DN1253'1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF A WITNESS POST.
 DN1253'IT IS STAMPED SALEM NO 2 1955 AND PROJECTS 4 INCHES.
 DN1253'
 DN1253'THE AZIMUTH MARK IS 106 FEET WEST OF A POWERLINE POLE, 54 FEET
 DN1253'SOUTH OF THE CENTER OF A GRAVELED ROAD, 27 FEET WEST OF THE
 DN1253'CENTER OF A ROAD AND 1 FOOT WEST OF A WITNESS POST.  IT IS
 DN1253'STAMPED SALEM 1955 AND PROJECTS 4 INCHES.
 DN1253'
 DN1253'TO REACH THE STATION FROM THE MAIN INTERSECTION IN COLLINSVILLE.
 DN1253'(NOTE--THIS IS ABOUT 75 FEET SOUTH OF THE POST OFFICE), GO
 DN1253'WEST, SOUTH AND WEST ON MAIN TRAVELED ROAD FOR 0.4 MILE TO
 DN1253'A FORK.  TAKE RIGHT FORK AND CONTINUE WEST FOR 1.5 MILES TO
 DN1253'A T INTERSECTION.  TURN LEFT AND GO SOUTH AND WEST FOR 1.2
 DN1253'MILES TO A T INTERSECTION.  TURN RIGHT AND GO NORTH AND WEST
 DN1253'FOR 1.0 MILE TO A FORK AND THE AZIMUTH MARK ON THE LEFT.
 DN1253'CONTINUE WEST AND NORTH FOR 0.45 MILE TO THE STATION ON THE
 DN1253'LEFT AS DESCRIBED.
 DN1253'
 DN1253'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DN1253
 DN1253                          STATION RECOVERY (1957)
 DN1253
 DN1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1253'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1253'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1253'TO STATION SITE ARE CORRECT.
 DN1253
 DN1253                          STATION RECOVERY (1975)
 DN1253
 DN1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DN1253'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 DN1253'RECOVERED AND FOUND IN GOOD CONDITION.
 DN1253'
 DN1253'REFERENCE MARKS 1 AND 2 WILL BE DESTROYED BY ROAD CONSTRUCTION.
 DN1253'
 DN1253'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 DN1253'
 DN1253'REFERENCE MARKS 3 AND 4, AND ALSO SALEM 2, WERE ESTABLISHED.
 DN1253'AS THE STATION MARK IS ABOUT 16-INCHES BELOW THE SURFACE OF THE
 DN1253'GROUND, IN AN OPEN AREA, WITH NO OBJECTS IN THE NEAR AREA TO AID
 DN1253'IN THE RECOVERY OF STATION MARK, SALEM 2 AND REFERENCE MARKS 3 AND
 DN1253'4 ESTABLISHED ON EAST EDGE OF NEW RIGHT-OF-WAY OF ROAD.
 DN1253'
 DN1253'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 DN1253'POST, THAT IS ABOUT 16-INCHES BELOW THE SURFACE OF THE GROUND AND
 DN1253'IS STAMPED SALEM 1955.  IT IS 240 FEET SOUTH OF THE SOUTHEAST
 DN1253'CORNER OF FARM HOUSE, 93 FEET WEST OF THE CENTER OF ROAD AND 43
 DN1253'FEET WEST OF THE WEST EDGE OF RIGHT-OF-WAY OF ROAD.
 DN1253'
 DN1253'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DN1253'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED SALEM 2
 DN1253'NO 3 1975.  IT IS 60 FEET NORTH-NORTHWEST OF A HI-LINE POLE, 51
 DN1253'FEET EAST OF THE CENTER OF ROAD AND 1-FOOT WEST OF THE FENCE-LINE.
 DN1253'
 DN1253'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DN1253'CONCRETE POST, THAT PROJECTS ABOUT 10-INCHES AND IS STAMPED SALEM 2
 DN1253'NO 4 1975.  IT IS 51 FEET EAST OF THE CENTER OF ROAD, 43 FEET
 DN1253'SOUTH-SOUTHWEST OF A HI-LINE POST AND 1-FOOT WEST OF THE
 DN1253'FENCE-LINE.
 DN1253'
 DN1253'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 DN1253'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED SALEM 1955.  IT IS
 DN1253'110 FEET NORTH OF THE CENTER-LINE OF FARM ROAD 902, 89 FEET
 DN1253'SOUTH-SOUTHWEST OF THE WEST END OF A METAL GATE, 55 FEET SOUTH OF
 DN1253'THE CENTER OF GRAVEL ROAD AND 1-FOOT NORTHWEST OF A METAL WITNESS
 DN1253'POST.
 DN1253'
 DN1253'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 377 AND
 DN1253'FARM ROAD 902 IN COLLINSVILLE, GO WESTERLY ON FARM ROAD 902 FOR 3.9
 DN1253'MILES TO A GRAVEL ROAD ON THE RIGHT, POINT WHERE THE MAIN ROAD WILL
 DN1253'BEAR LEFT, AND THE GRAVEL ROAD CONTINUE STRAIGHT AHEAD.  HERE BEAR
 DN1253'LEFT AND CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR ABOUT 100
 DN1253'YARDS TO AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD WEST ON
 DN1253'GRAVEL ROAD FOR 0.35 MILE TO WHERE THE ROAD TURNS RIGHT AND GOES
 DN1253'NORTH, HERE TURN RIGHT AND GO NORTH FOR 0.1 MILE TO STATION ON THE
 DN1253'LEFT.
 DN1253'
 DN1253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--COLLINSVILLE
 DN1253'4-MILE WEST.
 DN1253
 DN1253                          STATION RECOVERY (1995)
 DN1253
 DN1253'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2749 ***********************************************************************
 AX2749  DESIGNATION -  SALEM 1943 AZ MK 2
 AX2749  PID         -  AX2749
 AX2749  STATE/COUNTY-  TX/VICTORIA
 AX2749  USGS QUAD   -  PECK BRANCH (1981)
 AX2749
 AX2749                         *CURRENT SURVEY CONTROL
 AX2749  ___________________________________________________________________
 AX2749* NAD 83(1993)-  29 01 41.69947(N)    096 56 09.87945(W)     ADJUSTED  
 AX2749* NAVD 88     -        42.5    (meters)     139.     (feet)  VERTCON   
 AX2749  ___________________________________________________________________
 AX2749  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AX2749  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2749
 AX2749  HORZ ORDER  -  SECOND
 AX2749
 AX2749.The horizontal coordinates were established by classical geodetic methods
 AX2749.and adjusted by the National Geodetic Survey in February 1996..
 AX2749
 AX2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2749
 AX2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2749
 AX2749.The geoid height was determined by GEOID03.
 AX2749
 AX2749;                    North         East     Units Scale Factor Converg.
 AX2749;SPC TXSC     - 4,134,202.761   801,016.568   MT  0.99987747   +1 00 40.1
 AX2749;SPC TXSC     -13,563,630.23  2,628,001.86   sFT  0.99987747   +1 00 40.1
 AX2749;UTM  14      - 3,212,872.587   700,994.383   MT  1.00009855   +1 00 06.6
 AX2749
 AX2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2749!SPC TXSC     -   0.99999762  x   0.99987747  =   0.99987509
 AX2749!UTM  14      -   0.99999762  x   1.00009855  =   1.00009617
 AX2749
 AX2749                          SUPERSEDED SURVEY CONTROL
 AX2749
 AX2749  NAD 83(1986)-  29 01 41.70977(N)    096 56 09.86667(W) AD(       ) 2
 AX2749  NAD 27      -  29 01 40.78073(N)    096 56 08.92313(W) AD(       ) 2
 AX2749  NGVD 29 (07/19/86)   42.5    (m)          139.     (f) VERT ANG       
 AX2749
 AX2749.Superseded values are not recommended for survey control.
 AX2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2749.See file dsdata.txt to determine how the superseded data were derived.
 AX2749
 AX2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT0099412873(NAD 83)
 AX2749_MARKER: DZ = AZIMUTH MARK DISK
 AX2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AX2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2749+STABILITY: SURFACE MOTION
 AX2749
 AX2749  HISTORY     - Date     Condition        Report By
 AX2749  HISTORY     - 1980     MONUMENTED       NGS
 AX2749
 AX2749                          STATION DESCRIPTION
 AX2749
 AX2749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2749'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH-NORTHEAST OF
 AX2749'VICTORIA, 5 MILES NORTH-NORTHWEST OF THE SMALL COMMUNITY OF
 AX2749'SALEM AND ON PROPERTY OWNED BY MR. R. WAGNER.  PHONE NUMBER
 AX2749'293-3900.
 AX2749'
 AX2749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59
 AX2749'AND 77 IN VICTORIA, GO NORTH ON U.S. HIGHWAY 77 (NORTH NAVARRO
 AX2749'STREET) FOR 12.6 MILES TO A SIDE ROAD RIGHT (J-2 RANCH
 AX2749'ROAD) THAT ANGLES TO THE NORTHEAST.  TURN RIGHT AND GO NORTHEAST
 AX2749'ON THE PAVED ROAD FOR 2.9 MILES TO THE END OF THE PAVEMENT AND
 AX2749'SALEM ROAD ON THE LEFT.  CONTINUE NORTHEASTERLY ON THE GRAVEL
 AX2749'ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AX2749'
 AX2749'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AX2749'STAMPED---SALEM 1943 NO 2 1980---,
 AX2749'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AX2749'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2749'20 FEET NORTHEAST FROM THE CENTER OF THE GRAVEL ROAD AND
 AX2749'2 FEET NORTHEAST FROM A METAL WITNESS POST AND FENCELINE.
 AX2749'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 AX2749'STAMPED---SALEM 1943 NO 2 1980---, SET INTO AN
 AX2749'IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AX2749'
 AX2749'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 AX2749'MARKS ARE ESTABLISHED AT THIS STATION.
 AX2749'
 AX2749'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 AX2749'
 AX2749'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SALEM 1943,
 AX2749'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1257 ***********************************************************************
 DN1257  DESIGNATION -  SALEM 1955 AZ MK 1975
 DN1257  PID         -  DN1257
 DN1257  STATE/COUNTY-  TX/COOKE
 DN1257  USGS QUAD   -  COLLINSVILLE (1982)
 DN1257
 DN1257                         *CURRENT SURVEY CONTROL
 DN1257  ___________________________________________________________________
 DN1257* NAD 83(1993)-  33 33 13.17817(N)    096 58 39.20886(W)     ADJUSTED  
 DN1257* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 DN1257  ___________________________________________________________________
 DN1257  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 DN1257  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 DN1257
 DN1257  HORZ ORDER  -  THIRD
 DN1257
 DN1257.The horizontal coordinates were established by classical geodetic methods
 DN1257.and adjusted by the National Geodetic Survey in February 1996..
 DN1257.No horizontal observational check was made to the station.
 DN1257
 DN1257.The orthometric height was scaled from a topographic map.
 DN1257
 DN1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1257
 DN1257.The geoid height was determined by GEOID03.
 DN1257
 DN1257;                    North         East     Units Scale Factor Converg.
 DN1257;SPC TXNC     - 2,210,276.297   741,364.288   MT  0.99991090   +0 49 49.2
 DN1257;SPC TXNC     - 7,251,548.15  2,432,292.67   sFT  0.99991090   +0 49 49.2
 DN1257;UTM  14      - 3,714,500.548   687,754.582   MT  1.00003462   +1 07 05.4
 DN1257
 DN1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1257!SPC TXNC     -   0.99996834  x   0.99991090  =   0.99987924
 DN1257!UTM  14      -   0.99996834  x   1.00003462  =   1.00000296
 DN1257
 DN1257:                Primary Azimuth Mark                     Grid Az
 DN1257:SPC TXNC     -  SALEM                                    294 41 22.0
 DN1257:UTM  14      -  SALEM                                    294 24 05.8
 DN1257
 DN1257|---------------------------------------------------------------------|
 DN1257| PID    Reference Object                     Distance      Geod. Az  |
 DN1257|                                                           dddmmss.s |
 DN1257| DN1253 SALEM                               APPROX. 0.6 KM 2953111.2 |
 DN1257| DN1258 SALEM 2                             APPROX. 0.5 KM 2974325.4 |
 DN1257|---------------------------------------------------------------------|
 DN1257
 DN1257                          SUPERSEDED SURVEY CONTROL
 DN1257
 DN1257  NAD 83(1993)-  33 33 13.17856(N)    096 58 39.20511(W) AD(       ) 3
 DN1257  NAD 83(1986)-  33 33 13.18328(N)    096 58 39.19796(W) AD(       ) 3
 DN1257  NAD 27      -  33 33 12.78448(N)    096 58 38.17574(W) AD(       ) 3
 DN1257
 DN1257.Superseded values are not recommended for survey control.
 DN1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1257.See file dsdata.txt to determine how the superseded data were derived.
 DN1257
 DN1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8775514501(NAD 83)
 DN1257_MARKER: DZ = AZIMUTH MARK DISK
 DN1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1257_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1257+STABILITY: SURFACE MOTION
 DN1257
 DN1257  HISTORY     - Date     Condition        Report By
 DN1257  HISTORY     - 1975     MONUMENTED       NGS
 DN1257  HISTORY     - 19950603 GOOD             USPSQD
 DN1257
 DN1257                          STATION DESCRIPTION
 DN1257
 DN1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DN1257'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF WHITESBORO,
 DN1257'7 MILES NORTHWEST OF TIOGA, 4 MILES WEST OF COLLINSVILLE, ABOUT
 DN1257'0.5 MILE NORTH OF THE INTERSECTION OF FARM ROADS 902 AND 3164.
 DN1257'
 DN1257'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 377
 DN1257'AND FARM ROAD 902, IN COLLINSVILLE.  GO WESTERLY ON FARM ROAD 902
 DN1257'FOR 4.5 MILES TO THE INTERSECTION OF FARM ROAD 3164 ON THE RIGHT,
 DN1257'TURN RIGHT AND GO NORTH ON FARM ROAD 3164 FOR 0.5 MILE TO STATION
 DN1257'ON THE RIGHT.
 DN1257'
 DN1257'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 DN1257'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED SALEM 1955.  IT IS
 DN1257'110 FEET NORTH OF THE CENTER OF FARM ROAD 902, 89 FEET
 DN1257'SOUTH-SOUTHWEST OF THE WEST END OF A METAL GATE, 55 FEET SOUTH OF THE
 DN1257'CENTER OF A GRAVEL ROAD AND 1-FOOT NORTHWEST OF A METAL
 DN1257'WITNESS POST.
 DN1257'
 DN1257'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM ROAD
 DN1257'3164 FOR 0.1 MILE TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DN1257'EASTERLY ON GRAVEL ROAD FOR 0.35 MILE TO MARK ON THE RIGHT.
 DN1257
 DN1257                          STATION RECOVERY (1995)
 DN1257
 DN1257'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1258 ***********************************************************************
 DN1258  DESIGNATION -  SALEM 2
 DN1258  PID         -  DN1258
 DN1258  STATE/COUNTY-  TX/COOKE
 DN1258  USGS QUAD   -  COLLINSVILLE (1982)
 DN1258
 DN1258                         *CURRENT SURVEY CONTROL
 DN1258  ___________________________________________________________________
 DN1258* NAD 83(1993)-  33 33 21.09036(N)    096 58 57.19165(W)     ADJUSTED  
 DN1258* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 DN1258  ___________________________________________________________________
 DN1258  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DN1258  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 DN1258
 DN1258  HORZ ORDER  -  SECOND
 DN1258
 DN1258.The horizontal coordinates were established by classical geodetic methods
 DN1258.and adjusted by the National Geodetic Survey in February 1996..
 DN1258.No horizontal observational check was made to the station.
 DN1258
 DN1258.The orthometric height was scaled from a topographic map.
 DN1258
 DN1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1258
 DN1258.The geoid height was determined by GEOID03.
 DN1258
 DN1258;                    North         East     Units Scale Factor Converg.
 DN1258;SPC TXNC     - 2,210,513.310   740,896.975   MT  0.99991124   +0 49 39.4
 DN1258;SPC TXNC     - 7,252,325.75  2,430,759.49   sFT  0.99991124   +0 49 39.4
 DN1258;UTM  14      - 3,714,735.239   687,286.027   MT  1.00003245   +1 06 55.7
 DN1258
 DN1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1258!SPC TXNC     -   0.99996646  x   0.99991124  =   0.99987770
 DN1258!UTM  14      -   0.99996646  x   1.00003245  =   0.99999891
 DN1258
 DN1258|---------------------------------------------------------------------|
 DN1258| PID    Reference Object                     Distance      Geod. Az  |
 DN1258|                                                           dddmmss.s |
 DN1258| CY2187 SALEM 2 RM 3                                       00108     |
 DN1258| DN1254 COLLINSVILLE MUNICIPAL TANK         APPROX. 6.7 KM 0852014.0 |
 DN1258| DN1257 SALEM 1955 AZ MK 1975               APPROX. 0.5 KM 1174315.4 |
 DN1258| CY2188 SALEM 2 RM 4                         13.545 METERS 17834     |
 DN1258| DN1253 SALEM                                43.503 METERS 26755     |
 DN1258|---------------------------------------------------------------------|
 DN1258
 DN1258                          SUPERSEDED SURVEY CONTROL
 DN1258
 DN1258  NAD 83(1993)-  33 33 21.09071(N)    096 58 57.18791(W) AD(       ) 2
 DN1258  NAD 83(1986)-  33 33 21.09549(N)    096 58 57.18072(W) AD(       ) 2
 DN1258  NAD 27      -  33 33 20.69757(N)    096 58 56.15760(W) AD(       ) 2
 DN1258
 DN1258.Superseded values are not recommended for survey control.
 DN1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1258.See file dsdata.txt to determine how the superseded data were derived.
 DN1258
 DN1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8728614735(NAD 83)
 DN1258_MARKER: DS = TRIANGULATION STATION DISK
 DN1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1258_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1258+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DN1258
 DN1258  HISTORY     - Date     Condition        Report By
 DN1258  HISTORY     - 1975     MONUMENTED       NGS
 DN1258  HISTORY     - 19950603 GOOD             USPSQD
 DN1258  HISTORY     - 20051112 GOOD             USPSQD
 DN1258
 DN1258                          STATION DESCRIPTION
 DN1258
 DN1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DN1258'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF WHITESBORO,
 DN1258'7 MILES NORTHWEST OF TIOGA, 4 MILES WEST OF COLLINSVILLE, ABOUT
 DN1258'0.5 MILE NORTH OF THE INTERSECTION OF FARM ROADS 902 AND 3164, AND
 DN1258'ON THE EAST EDGE OF RIGHT-OF-WAY OF FARM ROAD 3164.
 DN1258'
 DN1258'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 377
 DN1258'AND FARM ROAD 902, IN COLLINSVILLE.  GO WESTERLY ON FARM ROAD 902
 DN1258'FOR 4.5 MILES TO THE INTERSECTION OF FARM ROAD 3164 ON THE RIGHT,
 DN1258'TURN RIGHT AND GO NORTH ON FARM ROAD 3164 FOR 0.5 MILE TO STATION
 DN1258'ON THE RIGHT.
 DN1258'
 DN1258'STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 DN1258'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED SALEM 2 1975.  IT
 DN1258'IS 50 FEET EAST OF THE CENTER OF ROAD, 15 FEET WEST OF A HI-LINE
 DN1258'POLE, 2 FEET WEST OF THE FENCE-LINE AND 2 FEET WEST OF A METAL
 DN1258'WITNESS POST.
 DN1258'
 DN1258'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A
 DN1258'ROUND CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED
 DN1258'SALEM 2 NO 3 1975.  IT IS 60 FEET NORTH-NORTHWEST OF A HI-LINE
 DN1258'POLE, 51 FEET EAST OF THE CENTER OF ROAD, AND 1-FOOT WEST OF THE
 DN1258'FENCE-LINE.
 DN1258'
 DN1258'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DN1258'CONCRETE POST, THAT PROJECTS ABOUT 10-INCHES AND IS STAMPED SALEM 2
 DN1258'NO 4 1975.  IT IS 51 FEET EAST OF THE CENTER OF ROAD, 43 FEET
 DN1258'SOUTH-SOUTHWEST OF A HI-LINE POLE AND 1-FOOT WEST OF THE
 DN1258'FENCE-LINE.
 DN1258'
 DN1258'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 DN1258'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED SALEM 1955.  IT IS
 DN1258'110 FEET NORTH OF THE CENTER OF FARM ROAD 902, 89 FEET
 DN1258'SOUTH-SOUTHWEST OF THE WEST END OF A METAL GATE, 55 FEET SOUTH OF
 DN1258'THE CENTER OF A GRAVEL ROAD AND 1-FOOT NORTHWEST OF A METAL
 DN1258'WITNESS POST.
 DN1258'
 DN1258'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM ROAD
 DN1258'3164 FOR 0.1 MILE TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DN1258'EASTERLY ON GRAVEL ROAD FOR 0.35 MILE TO MARK ON THE RIGHT.
 DN1258'
 DN1258'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DN1258
 DN1258                          STATION RECOVERY (1995)
 DN1258
 DN1258'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1258'RECOVERED IN GOOD CONDITION.
 DN1258
 DN1258                          STATION RECOVERY (2005)
 DN1258
 DN1258'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 DN1258'RM 3 FOUND GOOD.  RM 4 NOT FOUND, PROBABLY DESTROYED AS NEW GRADED
 DN1258'GRAVEL ROAD HAS BEEN PUT IN WITHIN ABOUT 2 FEET OF THE PLACE THE MARK
 DN1258'SHOULD HAVE BEEN. THERE WAS NO ACCESS TO THE GRAVEL ROAD THE AZ WAS
 DN1258'SUPPOST TO BE ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0993 ***********************************************************************
 BM0993  DESIGNATION -  SALEM EVAN LUTHERAN CH SPIRE
 BM0993  PID         -  BM0993
 BM0993  STATE/COUNTY-  TX/WASHINGTON
 BM0993  USGS QUAD   -  WELCOME (1989)
 BM0993
 BM0993                         *CURRENT SURVEY CONTROL
 BM0993  ___________________________________________________________________
 BM0993* NAD 83(1993)-  30 07 20.14762(N)    096 24 50.68352(W)     ADJUSTED  
 BM0993* NAVD 88     -                                                        
 BM0993  ___________________________________________________________________
 BM0993  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BM0993  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BM0993
 BM0993  HORZ ORDER  -  THIRD
 BM0993
 BM0993.The horizontal coordinates were established by classical geodetic methods
 BM0993.and adjusted by the National Geodetic Survey in February 1996..
 BM0993
 BM0993
 BM0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0993
 BM0993.The geoid height was determined by GEOID03.
 BM0993
 BM0993;                    North         East     Units Scale Factor Converg.
 BM0993;SPC TX C     - 3,057,159.378 1,077,611.195   MT  0.99999851   +2 01 07.1
 BM0993;SPC TX C     -10,030,030.39  3,535,462.73   sFT  0.99999851   +2 01 07.1
 BM0993;SPC TXSC     - 4,256,436.377   849,168.598   MT  0.99995744   +1 16 00.8
 BM0993;SPC TXSC     -13,964,658.35  2,785,980.64   sFT  0.99995744   +1 16 00.8
 BM0993;UTM  14      - 3,335,155.950   749,142.113   MT  1.00036587   +1 17 54.3
 BM0993
 BM0993                          SUPERSEDED SURVEY CONTROL
 BM0993
 BM0993  NAD 83(1986)-  30 07 20.16330(N)    096 24 50.66724(W) AD(       ) 4
 BM0993  NAD 27      -  30 07 19.38500(N)    096 24 49.79000(W) AD(       ) 3
 BM0993
 BM0993.Superseded values are not recommended for survey control.
 BM0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0993.See file dsdata.txt to determine how the superseded data were derived.
 BM0993
 BM0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU4914235156(NAD 83)
 BM0993_MARKER: 90 = CHURCH SPIRE
 BM0993
 BM0993  HISTORY     - Date     Condition        Report By
 BM0993  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0993  HISTORY     - 1954     GOOD             CGS
 BM0993  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0993
 BM0993                          STATION DESCRIPTION
 BM0993
 BM0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0993'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF THE
 BM0993'SALEM EVANGELICAL LUTHERAN CHURCH.  THE CHURCH IS A WHITE,
 BM0993'WOODEN BUILDING, WITH A SQUARE WHITE WOODEN TOWER AND BELFRY
 BM0993'AT THE SE CENTER OVER ENTRANCE.  THE BELFRY HAS TWO TALL,
 BM0993'NARROW, OPEN WINDOWS ON EACH SIDE, WHICH HAVE ARCHED TOPS
 BM0993'AND RAILINGS AT THE BOTTOM.  THE BELFRY IS SURMOUNTED BY AN
 BM0993'OCTAGONAL, GRAY, SHINGLE SPIRE, WITH A CROSS AT THE TIP.
 BM0993'THE SPIRE IS ABOUT 75 FEET HIGH AND IS VERY PROMINENT.  THE
 BM0993'BUILDING WAS ERECTED IN 1912.
 BM0993'
 BM0993'THE CHURCH IS ABOUT 3 MILES SSW OF BRENHAM, AT THE VILLAGE
 BM0993'OF SALEM, AND ABOUT 150 FEET W OF CROSSROADS.
 BM0993
 BM0993                          STATION RECOVERY (1954)
 BM0993
 BM0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0993'STATION RECOVERED AS PREVIOUSLY DESCRIBED.  THE STATION IS
 BM0993'SHOWN AS SALEM LUTHERAN CHURCH SPIRE ON ALL 1954 COMPUTATIONS.
 BM0993
 BM0993                          STATION RECOVERY (1994)
 BM0993
 BM0993'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2700 ***********************************************************************
 BY2700  DESIGNATION -  SALEM LOOKOUT TOWER
 BY2700  PID         -  BY2700
 BY2700  STATE/COUNTY-  TX/RUSK
 BY2700  USGS QUAD   -  NEW SALEM (1973)
 BY2700
 BY2700                         *CURRENT SURVEY CONTROL
 BY2700  ___________________________________________________________________
 BY2700* NAD 83(1993)-  31 58 52.75950(N)    094 57 09.82699(W)     ADJUSTED  
 BY2700* NAVD 88     -                                                        
 BY2700  ___________________________________________________________________
 BY2700  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BY2700  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BY2700
 BY2700  HORZ ORDER  -  THIRD
 BY2700
 BY2700.The horizontal coordinates were established by classical geodetic methods
 BY2700.and adjusted by the National Geodetic Survey in February 1996..
 BY2700
 BY2700
 BY2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2700
 BY2700.The geoid height was determined by GEOID03.
 BY2700
 BY2700;                    North         East     Units Scale Factor Converg.
 BY2700;SPC TXNC     - 2,040,553.662   935,212.216   MT  1.00004557   +1 56 04.8
 BY2700;SPC TXNC     - 6,694,716.47  3,068,275.41   sFT  1.00004557   +1 56 04.8
 BY2700;SPC TX C     - 3,268,902.504 1,208,349.044   MT  1.00002779   +2 46 16.8
 BY2700;SPC TX C     -10,724,724.30  3,964,391.82   sFT  1.00002779   +2 46 16.8
 BY2700;UTM  15      - 3,540,030.987   315,501.061   MT  1.00001981   -1 02 04.3
 BY2700
 BY2700                          SUPERSEDED SURVEY CONTROL
 BY2700
 BY2700  NAD 83(1986)-  31 58 52.76923(N)    094 57 09.81384(W) AD(       ) 4
 BY2700  NAD 27      -  31 58 52.16400(N)    094 57 09.02400(W) AD(       ) 3
 BY2700
 BY2700.Superseded values are not recommended for survey control.
 BY2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2700.See file dsdata.txt to determine how the superseded data were derived.
 BY2700
 BY2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR1550140031(NAD 83)
 BY2700_MARKER: 57 = LOOKOUT TOWER
 BY2700
 BY2700  HISTORY     - Date     Condition        Report By
 BY2700  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2700
 BY2700                          STATION DESCRIPTION
 BY2700
 BY2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2700'THE LOOKOUT TOWER IS A METAL CAB SUPPORTED BY A FOUR LEGGED
 BY2700'STRUCTURE.  IT IS ABOUT 100 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1515 ***********************************************************************
 AH1515  DESIGNATION -  SALINA WINDMILL
 AH1515  PID         -  AH1515
 AH1515  STATE/COUNTY-  TX/KENEDY
 AH1515  USGS QUAD   -  LA PARRA RANCH SE (1975)
 AH1515
 AH1515                         *CURRENT SURVEY CONTROL
 AH1515  ___________________________________________________________________
 AH1515* NAD 83(1993)-  27 04 52.69324(N)    097 33 33.95545(W)     ADJUSTED  
 AH1515* NAVD 88     -                                                        
 AH1515  ___________________________________________________________________
 AH1515  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AH1515  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AH1515
 AH1515  HORZ ORDER  -  THIRD
 AH1515
 AH1515.The horizontal coordinates were established by classical geodetic methods
 AH1515.and adjusted by the National Geodetic Survey in February 1996..
 AH1515
 AH1515
 AH1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1515
 AH1515.The geoid height was determined by GEOID03.
 AH1515
 AH1515;                    North         East     Units Scale Factor Converg.
 AH1515;SPC TX S     - 5,157,077.359   393,278.146   MT  0.99989577   +0 25 37.3
 AH1515;SPC TX S     -16,919,511.30  1,290,280.05   sFT  0.99989577   +0 25 37.3
 AH1515;UTM  14      - 2,996,257.987   642,832.160   MT  0.99985185   +0 39 21.4
 AH1515
 AH1515                          SUPERSEDED SURVEY CONTROL
 AH1515
 AH1515  NAD 83(1986)-  27 04 52.70965(N)    097 33 33.92915(W) AD(       ) 4
 AH1515  NAD 27      -  27 04 51.51800(N)    097 33 32.96200(W) AD(       ) 3
 AH1515
 AH1515.Superseded values are not recommended for survey control.
 AH1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1515.See file dsdata.txt to determine how the superseded data were derived.
 AH1515
 AH1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4283296258(NAD 83)
 AH1515_MARKER: 66 = WINDMILL
 AH1515
 AH1515  HISTORY     - Date     Condition        Report By
 AH1515  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1515
 AH1515                          STATION DESCRIPTION
 AH1515
 AH1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1515'LOCATED ON THE KENEDY RANCH 15 MILES ESE. OF MIFFLIN AND 16
 AH1515'MILES SSW. OF POINT PENASCAL.
 AH1515'
 AH1515'TO REACH FROM LONE HOUSES ON W. SIDE OF HIGHWAY, GO S ON U.S.
 AH1515'HIGHWAY 77 TO SURFACED ROAD E., (OBTAIN KEYS AND PERMISSION FROM
 AH1515'RANCH OFFICIALS IN SARITA) PASS THROUGH GATE IN RIGHT OF WAY
 AH1515'FENCE AND GO E. 4.3 MILS TO CATTLE GUARD, CONTINUE 4.25 MILES
 AH1515'TO CULVERT JUST E. OF MESQUITE GROVE, TURN LEFT ACROSS COUNTRY
 AH1515'TOWARD SAND DUNE, APPROXIMATELY 0.3 MILE DISTANT, FOR 0.05 MILE
 AH1515'TO TRACK ROAD NW., TURN LEFT ONTO ROAD AND GO 0.5 MILE TO FORK,
 AH1515'TAKE RIGHT FORK AND GO 1.85 MILES TO FORK, TAKE RIGHT FORK
 AH1515'AND GO 0.15 MILE TO REVERSE FORK LEFT, CONTINUE NE ON TRACK
 AH1515'ROAD (TRIANGULATION STATION MARTIN APPROXIMATELY 200 FEET
 AH1515'S. OF ROAD ON TOP OF RIDGE) FOR 1.55 MILES TO FORKS, TAKE
 AH1515'EXTREME RIGHT FORK AND GO 1.9 MILES TO GATE, PASS THROUGH
 AH1515'AND GO 2.35 MILES TO REVERSE FORK LEFT, CONTINUE AHEAD 2.35
 AH1515'MILES TO FORK, TAKE LEFT FORK AND GO 1.0 MILE TO CROSSROAD
 AH1515'FROM PENS TO RIGHT, TURN RIGHT AND GO 0.3 MILE TO
 AH1515'WINDMILL AND STATION SITE.
 AH1515'
 AH1515'STATION IS THE CENTER OF A STEEL TOWER WINDMILL 30 FEET HIGH.
 AH1515'
 AH1515'STATION IS APPROXIMATELY 0.4 MILE NNW OF SANTAELANA CATTLE
 AH1515'TRAPS.  IT IS APPROXIMATELY 55.0 FEET SW. OF AN OPEN CONCRETE
 AH1515'TANK, 200 FEET SW. OF HIGH SAND RIDGE, AND IS ON THE E. SIDE
 AH1515'OF AN ENCLOSURE APPROXIMATELY 40 FEET SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1280 ***********************************************************************
 CR1280  DESIGNATION -  SALINE
 CR1280  PID         -  CR1280
 CR1280  STATE/COUNTY-  TX/CHEROKEE
 CR1280  USGS QUAD   -  BERRYVILLE (1973)
 CR1280
 CR1280                         *CURRENT SURVEY CONTROL
 CR1280  ___________________________________________________________________
 CR1280* NAD 83(1993)-  32 07 21.52719(N)    095 26 49.69094(W)     ADJUSTED  
 CR1280* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 CR1280  ___________________________________________________________________
 CR1280  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CR1280  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CR1280
 CR1280  HORZ ORDER  -  SECOND
 CR1280
 CR1280.The horizontal coordinates were established by classical geodetic methods
 CR1280.and adjusted by the National Geodetic Survey in February 1996..
 CR1280
 CR1280.The orthometric height was scaled from a topographic map.
 CR1280
 CR1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1280
 CR1280.The geoid height was determined by GEOID03.
 CR1280
 CR1280;                    North         East     Units Scale Factor Converg.
 CR1280;SPC TX C     - 3,282,403.700 1,160,981.866   MT  1.00007306   +2 31 00.0
 CR1280;SPC TX C     -10,769,019.47  3,808,988.01   sFT  1.00007306   +2 31 00.0
 CR1280;SPC TXNC     - 2,054,750.874   888,050.328   MT  1.00000298   +1 39 54.1
 CR1280;SPC TXNC     - 6,741,295.16  2,913,545.12   sFT  1.00000298   +1 39 54.1
 CR1280;UTM  15      - 3,556,652.814   269,132.373   MT  1.00025736   -1 18 06.5
 CR1280
 CR1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1280!SPC TX C     -   0.99998167  x   1.00007306  =   1.00005473
 CR1280!SPC TXNC     -   0.99998167  x   1.00000298  =   0.99998465
 CR1280!UTM  15      -   0.99998167  x   1.00025736  =   1.00023902
 CR1280
 CR1280:                Primary Azimuth Mark                     Grid Az
 CR1280:SPC TX C     -  SALINE AZ MK                             057 25 59.6
 CR1280:SPC TXNC     -  SALINE AZ MK                             058 17 05.5
 CR1280:UTM  15      -  SALINE AZ MK                             061 15 06.1
 CR1280
 CR1280|---------------------------------------------------------------------|
 CR1280| PID    Reference Object                     Distance      Geod. Az  |
 CR1280|                                                           dddmmss.s |
 CR1280| CY2189 SALINE AZ MK                                       0595659.6 |
 CR1280| CR1276 MOUNT SELMAN DOW CHEM RAD MAST      APPROX.16.8 KM 1153528.8 |
 CR1280| CY2190 SALINE RM 1                          22.266 METERS 20853     |
 CR1280| CY2191 SALINE RM 2                          25.985 METERS 31101     |
 CR1280|---------------------------------------------------------------------|
 CR1280
 CR1280                          SUPERSEDED SURVEY CONTROL
 CR1280
 CR1280  NAD 83(1986)-  32 07 21.53610(N)    095 26 49.67632(W) AD(       ) 2
 CR1280  NAD 27      -  32 07 20.96480(N)    095 26 48.83630(W) AD(       ) 2
 CR1280
 CR1280.Superseded values are not recommended for survey control.
 CR1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1280.See file dsdata.txt to determine how the superseded data were derived.
 CR1280
 CR1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR6913256653(NAD 83)
 CR1280_MARKER: DS = TRIANGULATION STATION DISK
 CR1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1280
 CR1280  HISTORY     - Date     Condition        Report By
 CR1280  HISTORY     - 1958     MONUMENTED       CGS
 CR1280
 CR1280                          STATION DESCRIPTION
 CR1280
 CR1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1280'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF A LARGE
 CR1280'CLEARING IN A WOODED AREA ABOUT 6 MILES NORTH-NORTHEAST
 CR1280'OF FRANKSTON AND 18 MILES SOUTHWEST OF TYLER.  IT IS 30
 CR1280'FEET NORTH OF AN 18-INCH PINE TREE, 21 FEET WEST OF A TWIN
 CR1280'PINE AND 4 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS
 CR1280'3 INCHES AND IS STAMPED SALINE 1958.
 CR1280'
 CR1280'REFERENCE MARK NO. 1 IS 9 FEET NORTHEAST OF A 12-INCH PINE
 CR1280'TREE AND 8 FEET SOUTHEAST OF AN 8-INCH OAK TREE.  THE MARK
 CR1280'PROJECTS 3 INCHES AND IS STAMPED SALINE NO 1 1958.
 CR1280'
 CR1280'REFERENCE MARK NO. 2 IS 4 FEET SOUTHEAST OF A LONE PINE
 CR1280'TREE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED SALINE NO 2 1958.
 CR1280'
 CR1280'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CR1280'NO. 2 IS 123.4 FEET.
 CR1280'
 CR1280'THE AZIMUTH MARK IS 36 FEET NORTHWEST OF A TWIN TREE WHICH
 CR1280'IS IN THE CENTER OF A TRIANGLE FORMED BY A ROAD JUNCTION AND
 CR1280'1 FOOT SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 3
 CR1280'INCHES AND IS STAMPED SALINE 1958.
 CR1280'
 CR1280'TO REACH THE STATION FROM THE MAIN CROSS STREETS IN BULLARD
 CR1280'GO WEST ON FARM ROAD 344 FOR 0.1 MILE TO THE POST OFFICE,
 CR1280'CONTINUE WEST ON 344 FOR 5.2 MILES TO A CROSSROADS AND
 CR1280'JUNCTION WITH FARM ROAD 346 AND A STORE ON THE LEFT.  TURN
 CR1280'LEFT AND GO 1.6 MILES TO A SIDE ROAD RIGHT JUST AFTER CROSSING A
 CR1280'SMALL BRIDGE.  TURN RIGHT ON THE SIDE ROAD AND GO 1.9 MILES
 CR1280'TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE
 CR1280'TO A TRACK ROAD RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 CR1280'TURN RIGHT ON THE TRACK ROAD AND GO 0.4 MILE (VERY CROOKED)
 CR1280'TO THE END OF THE ROAD AT THE EDGE OF A BLUFF.  TURN LEFT
 CR1280'AND GO 0.15 MILE ALONG THE WEST EDGE OF THE CLEARING TO THE
 CR1280'STATION AS DESCRIBED.
 CR1280'
 CR1280'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0505 ***********************************************************************
 DP0505  DESIGNATION -  SALLY
 DP0505  PID         -  DP0505
 DP0505  STATE/COUNTY-  TX/COTTLE
 DP0505  USGS QUAD   -  GINSITE (1981)
 DP0505
 DP0505                         *CURRENT SURVEY CONTROL
 DP0505  ___________________________________________________________________
 DP0505* NAD 83(1993)-  33 57 13.56748(N)    100 19 38.05155(W)     ADJUSTED  
 DP0505* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 DP0505  ___________________________________________________________________
 DP0505  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DP0505  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DP0505
 DP0505  HORZ ORDER  -  SECOND
 DP0505
 DP0505.The horizontal coordinates were established by classical geodetic methods
 DP0505.and adjusted by the National Geodetic Survey in February 1996..
 DP0505
 DP0505.The orthometric height was scaled from a topographic map.
 DP0505
 DP0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0505
 DP0505.The geoid height was determined by GEOID03.
 DP0505
 DP0505;                    North         East     Units Scale Factor Converg.
 DP0505;SPC TXNC     - 2,255,097.716   431,108.866   MT  0.99999643   -0 59 47.6
 DP0505;SPC TXNC     - 7,398,599.76  1,414,396.34   sFT  0.99999643   -0 59 47.6
 DP0505;UTM  14      - 3,757,823.397   377,362.063   MT  0.99978540   -0 44 29.0
 DP0505
 DP0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0505!SPC TXNC     -   0.99991296  x   0.99999643  =   0.99990939
 DP0505!UTM  14      -   0.99991296  x   0.99978540  =   0.99969838
 DP0505
 DP0505:                Primary Azimuth Mark                     Grid Az
 DP0505:SPC TXNC     -  PADUCAH MUNICIPAL TANK                   012 53 44.7
 DP0505:UTM  14      -  PADUCAH MUNICIPAL TANK                   012 38 26.1
 DP0505
 DP0505|---------------------------------------------------------------------|
 DP0505| PID    Reference Object                     Distance      Geod. Az  |
 DP0505|                                                           dddmmss.s |
 DP0505| EN0705 PADUCAH MUNICIPAL TANK              APPROX. 6.9 KM 0115357.1 |
 DP0505| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX. 6.1 KM 0131330.2 |
 DP0505| EN0709 PADUCAH PANHANDLE CO TANK           APPROX. 8.0 KM 0171659.6 |
 DP0505| CX8136 SALLY RM 1                           16.329 METERS 17708     |
 DP0505| CX8137 SALLY RM 2                           29.908 METERS 28209     |
 DP0505| CX8135 SALLY AZ MK                                        3582034.6 |
 DP0505|---------------------------------------------------------------------|
 DP0505
 DP0505                          SUPERSEDED SURVEY CONTROL
 DP0505
 DP0505  NAD 83(1993)-  33 57 13.56917(N)    100 19 38.05141(W) AD(       ) 2
 DP0505  NAD 83(1986)-  33 57 13.57330(N)    100 19 38.04432(W) AD(       ) 2
 DP0505  NAD 27      -  33 57 13.28683(N)    100 19 36.63078(W) AD(       ) 2
 DP0505
 DP0505.Superseded values are not recommended for survey control.
 DP0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0505.See file dsdata.txt to determine how the superseded data were derived.
 DP0505
 DP0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7736257823(NAD 83)
 DP0505_MARKER: DS = TRIANGULATION STATION DISK
 DP0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0505
 DP0505  HISTORY     - Date     Condition        Report By
 DP0505  HISTORY     - 1967     MONUMENTED       CGS
 DP0505
 DP0505                          STATION DESCRIPTION
 DP0505
 DP0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DP0505'THE STATION IS ABOUT 4-1/4 MILES SOUTH-SOUTHWEST OF PADUCAH, 1/2
 DP0505'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 83 AND FARM ROAD 2278 AND
 DP0505'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83.
 DP0505'
 DP0505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 70 IN
 DP0505'PADUCAH, GO SOUTH ON U.S. HIGHWAY 83 FOR 4.0 MILES TO THE AZIMUTH
 DP0505'MARK ON THE RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 0.65 MILE
 DP0505'TO THE STATION ON THE LEFT.
 DP0505'
 DP0505'THE STATION MARK IS A STANDARD DISK, STAMPED SALLY 1967, SET IN THE
 DP0505'TOP OF A ROUND CONCRETE POST, THAT IS ABOUT 14 INCHES BELOW THE
 DP0505'SURFACE OF THE GROUND.  IT IS 56.5 FEET NORTH OF A POWER LINE POLE,
 DP0505'50 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 36.7 FEET
 DP0505'SOUTH-SOUTHEAST OF THE NORTHERN MOST ONE OF TWO LONE TREES AND
 DP0505'3.3 FEET WEST OF A WITNESS POST AND FENCE.
 DP0505'
 DP0505'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALLY NO 1 1967, SET IN
 DP0505'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0505'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 53.2 FEET EAST OF THE
 DP0505'CENTERLINE OF U.S. HIGHWAY 83, 3.1 FEET NORTHWEST OF THE POWER
 DP0505'LINE POLE, 0.2 FOOT WEST OF THE FENCE AND ABOUT 1-1/2 FEET HIGHER
 DP0505'IN ELEVATION THAN THE STATION.
 DP0505'
 DP0505'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALLY NO 2 1967, SET IN
 DP0505'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0505'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 47.2 FEET SOUTH OF A
 DP0505'TELEPHONE LINE POLE, 46.8 FEET WEST OF THE CENTERLINE OF U.S.
 DP0505'HIGHWAY 83, 0.2 FOOT EAST OF A FENCE AND ABOUT 4 FEET HIGHER IN
 DP0505'ELEVATION THAN THE STATION.
 DP0505'
 DP0505'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SALLY 1967, SET IN THE
 DP0505'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DP0505'4 INCHES ABOVE THE GROUND.  IT IS 62 FEET NORTH OF A GRADED ROAD,
 DP0505'51.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 48.8 FEET
 DP0505'WEST OF THE CENTERLINE OF U.S. HIGHWAY 83, 1.8 FEET SOUTH OF A
 DP0505'TELEPHONE LINE POLE AND 1.0 FOOT WEST OF A WITNESS POST.
 DP0505'
 DP0505'THE UNDERGROUND MARK IS SET 40 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1396 ***********************************************************************
 DN1396  DESIGNATION -  SALONA
 DN1396  PID         -  DN1396
 DN1396  STATE/COUNTY-  TX/MONTAGUE
 DN1396  USGS QUAD   -  BOWIE (1978)
 DN1396
 DN1396                         *CURRENT SURVEY CONTROL
 DN1396  ___________________________________________________________________
 DN1396* NAD 83(1993)-  33 32 14.09936(N)    097 45 09.81492(W)     ADJUSTED  
 DN1396* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 DN1396  ___________________________________________________________________
 DN1396  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 DN1396  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DN1396
 DN1396  HORZ ORDER  -  THIRD
 DN1396
 DN1396.The horizontal coordinates were established by classical geodetic methods
 DN1396.and adjusted by the National Geodetic Survey in February 1996..
 DN1396
 DN1396.The orthometric height was scaled from a topographic map.
 DN1396
 DN1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1396
 DN1396.The geoid height was determined by GEOID03.
 DN1396
 DN1396;                    North         East     Units Scale Factor Converg.
 DN1396;SPC TXNC     - 2,207,678.765   669,401.871   MT  0.99990844   +0 24 27.2
 DN1396;SPC TXNC     - 7,243,026.08  2,196,195.97   sFT  0.99990844   +0 24 27.2
 DN1396;UTM  14      - 3,711,545.555   615,807.426   MT  0.99976534   +0 41 21.0
 DN1396
 DN1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1396!SPC TXNC     -   0.99995220  x   0.99990844  =   0.99986065
 DN1396!UTM  14      -   0.99995220  x   0.99976534  =   0.99971755
 DN1396
 DN1396|---------------------------------------------------------------------|
 DN1396| PID    Reference Object                     Distance      Geod. Az  |
 DN1396|                                                           dddmmss.s |
 DN1396| CY2194 SALONA RM 2                           8.113 METERS 01546     |
 DN1396| CY2192 SALONA AZ MK                                       0445139.7 |
 DN1396| CY2193 SALONA RM 1                          21.997 METERS 13438     |
 DN1396| DN1402 BOWIE BRAZOS ELEC PWR CO MAST       APPROX. 5.8 KM 3121554.0 |
 DN1396|---------------------------------------------------------------------|
 DN1396
 DN1396                          SUPERSEDED SURVEY CONTROL
 DN1396
 DN1396  NAD 83(1993)-  33 32 14.10224(N)    097 45 09.80936(W) AD(       ) 3
 DN1396  NAD 83(1986)-  33 32 14.10436(N)    097 45 09.80093(W) AD(       ) 3
 DN1396  NAD 27      -  33 32 13.71900(N)    097 45 08.68390(W) AD(       ) 3
 DN1396
 DN1396.Superseded values are not recommended for survey control.
 DN1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1396.See file dsdata.txt to determine how the superseded data were derived.
 DN1396
 DN1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1580711546(NAD 83)
 DN1396_MARKER: DS = TRIANGULATION STATION DISK
 DN1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1396
 DN1396  HISTORY     - Date     Condition        Report By
 DN1396  HISTORY     - 1956     MONUMENTED       CGS
 DN1396  HISTORY     - 1960     GOOD             CGS
 DN1396  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN1396
 DN1396                          STATION DESCRIPTION
 DN1396
 DN1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1396'THE STATION IS ABOUT 6 MILES EAST OF BOWIE, ABOUT 1/2 MILE
 DN1396'SOUTHWEST OF THE SALONA CHURCH AND CEMENTERY, 75 FEET SOUTHWEST
 DN1396'OF AN OAK TREE, 41 FEET WEST OF THE CENTER OF DIRT ROAD, 20 FEET
 DN1396'NORTHEAST OF A SIGN, HIGH PRESSURE OIL LINE AND 3 FEET SOUTHEAST
 DN1396'OF A WITNESS POST.  IT IS SET FLUSH AND IS STAMPED SALONA 1956.
 DN1396'
 DN1396'REFERENCE MARK NO. 1 IS 51 FEET SOUTH OF THE CENTER OF A DIRT
 DN1396'ROAD, 30 FEET EAST OF THE CENTER OF A DIRT ROAD AND 10 FEET
 DN1396'SOUTH OF A FENCE CORNER.  IT PROJECTS 2 INCHES AND IS STAMPED
 DN1396'SALONA NO 1 1956.
 DN1396'
 DN1396'REFERENCE MARK NO. 2 IS 48 FEET SOUTHWEST OF THE OAK TREE
 DN1396'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD
 DN1396'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE EAST
 DN1396'HEAD-WALL OF AN OLD BRIDGE.  THE DISK IS STAMPED SALONA NO 2
 DN1396'1956.
 DN1396'
 DN1396'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 88.15 FEET.
 DN1396'
 DN1396'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF A DIRT ROAD AND
 DN1396'1 FOOT SOUTH OF A WITNESS POST.  IT IS SET FLUSH AND IS STAMPED
 DN1396'SALONA 1956.
 DN1396'
 DN1396'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE GO NORTHEAST
 DN1396'ON STATE HIGHWAY 59 FOR 3.0 MILES TO THE JUNCTION WITH TEXAS
 DN1396'FARM ROAD 1758.  TURN RIGHT AND FOLLOW TEXAS FARM ROAD 1758
 DN1396'SOUTHEASTERLY FOR 5.1 MILES TO A T JUNCTION AT THE SALONA
 DN1396'CHURCH AND CEMETERY, TURN RIGHT ON THE DIRT ROAD AND GO
 DN1396'SOUTHWESTERLY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DN1396'CONTINUE SOUTHWESTERLY ON THE DIRT ROAD FOR 0.2 MILE TO THE
 DN1396'STATION AND REFERENCE MARKS AS DESCRIBED.
 DN1396
 DN1396                          STATION RECOVERY (1960)
 DN1396
 DN1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1396'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 DN1396'DISTANCE ON DIRT ROAD IS TOTAL OF 0.68 MILES AND NOT 0.6 MILES
 DN1396'AS SUM OF DISTANCE GIVEN NOW READS.
 DN1396
 DN1396                          STATION RECOVERY (1996)
 DN1396
 DN1396'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0339 ***********************************************************************
 CD0339  DESIGNATION -  SALT
 CD0339  PID         -  CD0339
 CD0339  STATE/COUNTY-  TX/CULBERSON
 CD0339  USGS QUAD   -  BITTER WELL MOUNTAIN (1973)
 CD0339
 CD0339                         *CURRENT SURVEY CONTROL
 CD0339  ___________________________________________________________________
 CD0339* NAD 83(1993)-  31 32 15.15575(N)    104 50 57.41698(W)     ADJUSTED  
 CD0339* NAVD 88     -      1104.75   (+/-2cm)    3624.5    (feet)  VERTCON   
 CD0339  ___________________________________________________________________
 CD0339  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CD0339  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CD0339
 CD0339  HORZ ORDER  -  FIRST
 CD0339  VERT ORDER  -  THIRD ? (See Below)
 CD0339
 CD0339.The horizontal coordinates were established by classical geodetic methods
 CD0339.and adjusted by the National Geodetic Survey in February 1996..
 CD0339
 CD0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0339.The vertical order pertains to the NGVD 29 superseded value.
 CD0339
 CD0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0339
 CD0339.The geoid height was determined by GEOID03.
 CD0339
 CD0339;                    North         East     Units Scale Factor Converg.
 CD0339;SPC TX C     - 3,216,103.074   271,295.641   MT  0.99992539   -2 19 33.5
 CD0339;SPC TX C     -10,551,498.17    890,075.78   sFT  0.99992539   -2 19 33.5
 CD0339;UTM  13      - 3,489,187.562   514,307.071   MT  0.99960252   +0 04 43.8
 CD0339
 CD0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0339!SPC TX C     -   0.99983019  x   0.99992539  =   0.99975560
 CD0339!UTM  13      -   0.99983019  x   0.99960252  =   0.99943278
 CD0339
 CD0339|---------------------------------------------------------------------|
 CD0339| PID    Reference Object                     Distance      Geod. Az  |
 CD0339|                                                           dddmmss.s |
 CD0339| CD0338 L 3                                  10.594 METERS 01735     |
 CD0339| CD0340 SALT RM 2                            16.800 METERS 28907     |
 CD0339| CD0341 SALT AZ MK                                         3512939.0 |
 CD0339|---------------------------------------------------------------------|
 CD0339
 CD0339                          SUPERSEDED SURVEY CONTROL
 CD0339
 CD0339  NAD 83(1986)-  31 32 15.15633(N)    104 50 57.41559(W) AD(       ) 1
 CD0339  NAD 27      -  31 32 14.70900(N)    104 50 55.61900(W) AD(       ) 1
 CD0339  NGVD 29 (07/19/86) 1104.26   (m)         3622.9    (f) LEVELING    3  
 CD0339
 CD0339.Superseded values are not recommended for survey control.
 CD0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0339.See file dsdata.txt to determine how the superseded data were derived.
 CD0339
 CD0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ1430789188(NAD 83)
 CD0339_MARKER: DS = TRIANGULATION STATION DISK
 CD0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0339_STAMPING: SALT 1943
 CD0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0339+STABILITY: SURFACE MOTION
 CD0339
 CD0339  HISTORY     - Date     Condition        Report By
 CD0339  HISTORY     - 1943     MONUMENTED       CGS
 CD0339  HISTORY     - 1946     GOOD             USGS
 CD0339  HISTORY     - 1958     GOOD             NGS
 CD0339  HISTORY     - 1973     POOR             USGS
 CD0339
 CD0339                          STATION DESCRIPTION
 CD0339
 CD0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0339'STATION IS ABOUT 37.0 MILES (AIRLINE) N OF VAN HORN AND 17.3 MILES
 CD0339'S OF THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 54.  IT
 CD0339'IS ON THE E SIDE OF HIGHWAY 54 NEAR THE CENTER OF A BARREN
 CD0339'SALT FLAT.
 CD0339'
 CD0339'SURFACE, UNDERGROUND, REFERENCE MARK 2, AND AZIMUTH MARK ARE
 CD0339'BRONZE DISKS SET IN CONCRETE.
 CD0339'
 CD0339'STATION IS ABOUT CENTER OF AN OPEN SALT FLAT, 52 FEET W OF
 CD0339'THE CENTER LINE OF HIGHWAY 54 AND 112 FEET DIAGONALLY ACROSS
 CD0339'HIGHWAY FROM SING CARISBAD 83, CARISBAD CAVERNS 70.  A
 CD0339'BRONZE STATION DISK SET IN A CONCRETE POST, STAMPED SALT 1943.
 CD0339'
 CD0339'REFERENCE MARK 1 IS NNE OF THE STATION.  A U.S. GEOLOGICAL
 CD0339'SURVEY DISK SET IN A CONCRETE POST, PROJECTING 6 INCHES ABOVE
 CD0339'THE GROUND.  STAMPED L 3 1933 3624.
 CD0339'
 CD0339'REFERENCE MARK 2 IS WNW OF THE STATION.  A BRONZE REFERENCE
 CD0339'DISK SET IN A CONCRETE POST PROJECTING 8 INCHES ABOVE THE
 CD0339'GROUND.  STAMPED SALT NO 2 1943.
 CD0339'
 CD0339'AZIMUTH MARK IS 0.45 MILE N OF THE STATION, 154 FEET W OF
 CD0339'THE CENTER LINE OF STATE HIGHWAY 54 AND AT THE TOP OF A LOW
 CD0339'KNOLL.  A BRONZE AZIMUTH DISK SET IN A CONCRETE POST FLUSH
 CD0339'WITH THE GROUND.  STAMPED SALT 1943.
 CD0339'
 CD0339'TO REACH FROM VAN HORN, GO N ON STATE HIGHWAY 54 FOR 37.6 MILES
 CD0339'TO A HIGHWAY SIGN READING CARISBAD 83.  CARISBAD CAVERNS 70.
 CD0339'THIS POINT IS 17.3 MILES S OF THE JUNCTION OF U.S. HIGHWAY 62
 CD0339'AND STATE HIGHWAY 54.  STATION IS W OF HIGHWAY 54.
 CD0339'
 CD0339'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CD0339
 CD0339                          STATION RECOVERY (1946)
 CD0339
 CD0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946 (WFC)
 CD0339'STATION MARK--BRONZE USC-GS DISK, STAMPED ---SALT 1943---, SET IN
 CD0339'CONCRETE POST.
 CD0339
 CD0339                          STATION RECOVERY (1958)
 CD0339
 CD0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0339'37.3 MI N FROM VAN HORN.
 CD0339'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0339'STATION AT VAN HORN, THENCE ABOUT 37.3 MILES NORTH ALONG STATE HIGHWAY
 CD0339'54.  52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.15 MILE
 CD0339'NORTH OF A TEE ROAD LEADING WEST, 36 FEET EAST OF A FENCE, ABOUT LEVEL
 CD0339'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CD0339'INCHES.
 CD0339
 CD0339                          STATION RECOVERY (1973)
 CD0339
 CD0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (MNA)
 CD0339'CONCRETE MONUMENT FOUND LYING ON GROUND WITH TABLET MISSING.
 CD0339'UNDERGROUND MARK AND REFERENCE MARKS NO. 1 AND 2 AND ZIMUTH
 CD0339'MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0710 ***********************************************************************
 AO0710  DESIGNATION -  SALT
 AO0710  PID         -  AO0710
 AO0710  STATE/COUNTY-  TX/LA SALLE
 AO0710  USGS QUAD   -  HARRIS LAKE (1974)
 AO0710
 AO0710                         *CURRENT SURVEY CONTROL
 AO0710  ___________________________________________________________________
 AO0710* NAD 83(1993)-  28 28 20.31499(N)    099 18 36.69889(W)     ADJUSTED  
 AO0710* NAVD 88     -       151.5    (meters)     497.     (feet)  VERTCON   
 AO0710  ___________________________________________________________________
 AO0710  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AO0710  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AO0710
 AO0710  HORZ ORDER  -  FIRST
 AO0710
 AO0710.The horizontal coordinates were established by classical geodetic methods
 AO0710.and adjusted by the National Geodetic Survey in February 1996..
 AO0710
 AO0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0710
 AO0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0710
 AO0710.The geoid height was determined by GEOID03.
 AO0710
 AO0710;                    North         East     Units Scale Factor Converg.
 AO0710;SPC TXSC     - 4,070,858.489   569,623.569   MT  0.99997565   -0 09 07.1
 AO0710;SPC TXSC     -13,355,808.23  1,868,839.99   sFT  0.99997565   -0 09 07.1
 AO0710;UTM  14      - 3,149,563.529   469,634.863   MT  0.99961138   -0 08 52.4
 AO0710
 AO0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0710!SPC TXSC     -   0.99998008  x   0.99997565  =   0.99995573
 AO0710!UTM  14      -   0.99998008  x   0.99961138  =   0.99959147
 AO0710
 AO0710:                Primary Azimuth Mark                     Grid Az
 AO0710:SPC TXSC     -  SALT AZ MK                               106 28 11.3
 AO0710:UTM  14      -  SALT AZ MK                               106 27 56.6
 AO0710
 AO0710|---------------------------------------------------------------------|
 AO0710| PID    Reference Object                     Distance      Geod. Az  |
 AO0710|                                                           dddmmss.s |
 AO0710| CV6198 SALT AZ MK                                         1061904.2 |
 AO0710| CV6199 SALT RM 1                            12.750 METERS 11116     |
 AO0710| CV6200 SALT RM 2                            10.906 METERS 28351     |
 AO0710|---------------------------------------------------------------------|
 AO0710
 AO0710                          SUPERSEDED SURVEY CONTROL
 AO0710
 AO0710  NAD 83(1986)-  28 28 20.31281(N)    099 18 36.67678(W) AD(       ) 1
 AO0710  NAD 27      -  28 28 19.36192(N)    099 18 35.55770(W) AD(       ) 1
 AO0710  NGVD 29 (07/19/86)  151.4    (m)          497.     (f) VERT ANG       
 AO0710
 AO0710.Superseded values are not recommended for survey control.
 AO0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0710.See file dsdata.txt to determine how the superseded data were derived.
 AO0710
 AO0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6963549564(NAD 83)
 AO0710_MARKER: DS = TRIANGULATION STATION DISK
 AO0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0710
 AO0710  HISTORY     - Date     Condition        Report By
 AO0710  HISTORY     - 1971     MONUMENTED       NGS
 AO0710
 AO0710                          STATION DESCRIPTION
 AO0710
 AO0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0710'THE STATION IS ABOUT 13 MILES SOUTH AND 9 MILES WEST OF DILLEY, 2
 AO0710'MILES NORTH AND 4-1/2 MILES WEST OF COTULLA AND ON THE SOUTH SIDE OF
 AO0710'FARM ROAD 468 ON THE RIGHT-OF-WAY.
 AO0710'
 AO0710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81, STATE
 AO0710'HIGHWAY 97 AND FARM ROAD 468 AT THE TRAFFIC LIGHT IN COTULLA, GO
 AO0710'NORTH ON HIGHWAY 81 AND ROAD 468 FOR 0.15 MILE TO WHERE THEY
 AO0710'JUNCTION.  TURN LEFT AND GO WEST AND NORTHWEST ON ROAD 468 FOR 1.0
 AO0710'MILE TO AN UNDERPASS OF INTERSTATE HIGHWAY 35.  CONTINUE
 AO0710'NORTHWEST ON ROAD 468 FOR 1.1 MILES TO FARM ROAD 469 ON RIGHT.
 AO0710'CONTINUE AHEAD AND GO NORTHWEST AND WEST-NORTHWEST ON ROAD 468
 AO0710'FOR 2.45 MILES TO A GATE ON RIGHT AND THE AZIMUTH MARK ON
 AO0710'RIGHT-OF-WAY.  CONTINUE AHEAD AND GO WEST-NORTHWEST ON ROAD 468
 AO0710'FOR 0.7 MILE TO STATION ON LEFT AS DESCRIBED.
 AO0710'
 AO0710'STATION MARKS ARE STANDARD DISKS STAMPED SALT 1971.  THE SURFACE DISK
 AO0710'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 AO0710'FLUSH WITH THE GROUND SURFACE.  IT IS 123 FEET SOUTH-SOUTHWEST OF A
 AO0710'POWER LINE POLE NUMBERED 42, 57.0 FEET SOUTH OF THE CENTER LINE OF
 AO0710'ROAD 468, 3.6 FEET NORTH OF THE FENCE AND 3.4 FEET NORTH OF A
 AO0710'METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 AO0710'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 AO0710'
 AO0710'REFERENCE MARK 1, A STANDARD DISK STAMPED SALT NO 1 1971, IS SET IN
 AO0710'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AO0710'WITH THE GROUND SURFACE.  IT IS 59.6 FEET SOUTH OF THE CENTER LINE
 AO0710'OF ROAD 468, 42.5 FEET EAST OF THE METAL WITNESS POST, 1 FOOT NORTH
 AO0710'OF THE FENCE AND APPROXIMATELY 1 FOOT HIGHER THAN THE STATION.
 AO0710'
 AO0710'REFERENCE MARK 2, A STANDARD DISK STAMPED SALT NO 2 1971, IS SET IN
 AO0710'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AO0710'WITH THE GROUND SURFACE.  IT IS 60 FEET SOUTH OF THE CENTER LINE OF
 AO0710'ROAD 468, 34.7 FEET WEST OF THE METAL WITNESS POST, 1 FOOT NORTH
 AO0710'OF THE FENCE AND APPROXIMATELY 1 FOOT LOWER THAN THE STATION.
 AO0710'
 AO0710'THE AZIMUTH MARK, A STANDARD DISK STAMPED SALT 1971, IS SET IN THE
 AO0710'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 AO0710'INCHES ABOVE THE GROUND SURFACE.  IT IS 99 FEET WEST OF POWER LINE
 AO0710'POLE NUMBERED 34, 59.5 FEET NORTH OF THE CENTER LINE OF ROAD
 AO0710'468, 12.5 FEET WEST OF THE CENTER OF A WIRE GATE, 2.6 FEET WEST
 AO0710'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 AO0710'
 AO0710'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1118 ***********************************************************************
 CA1118  DESIGNATION -  SALT
 CA1118  PID         -  CA1118
 CA1118  STATE/COUNTY-  TX/CONCHO
 CA1118  USGS QUAD   -  DOOLE SW (1967)
 CA1118
 CA1118                         *CURRENT SURVEY CONTROL
 CA1118  ___________________________________________________________________
 CA1118* NAD 83(1993)-  31 17 08.58075(N)    099 39 32.54436(W)     ADJUSTED  
 CA1118* NAVD 88     -       631.6    (meters)    2072.     (feet)  VERTCON   
 CA1118  ___________________________________________________________________
 CA1118  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CA1118  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CA1118
 CA1118  HORZ ORDER  -  SECOND
 CA1118
 CA1118.The horizontal coordinates were established by classical geodetic methods
 CA1118.and adjusted by the National Geodetic Survey in February 1996..
 CA1118
 CA1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1118
 CA1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1118
 CA1118.The geoid height was determined by GEOID03.
 CA1118
 CA1118;                    North         East     Units Scale Factor Converg.
 CA1118;SPC TX C     - 3,179,675.527   764,197.874   MT  0.99989401   +0 20 50.3
 CA1118;SPC TX C     -10,431,985.46  2,507,205.86   sFT  0.99989401   +0 20 50.3
 CA1118;UTM  14      - 3,461,454.594   437,271.764   MT  0.99964853   -0 20 32.1
 CA1118
 CA1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1118!SPC TX C     -   0.99990459  x   0.99989401  =   0.99979861
 CA1118!UTM  14      -   0.99990459  x   0.99964853  =   0.99955316
 CA1118
 CA1118|---------------------------------------------------------------------|
 CA1118| PID    Reference Object                     Distance      Geod. Az  |
 CA1118|                                                           dddmmss.s |
 CA1118| CV6202 SALT RM 2                            14.048 METERS 25742     |
 CA1118| CA1119 BRANCH                              APPROX. 8.9 KM 3391216.3 |
 CA1118| CV6201 SALT RM 1                            15.697 METERS 33955     |
 CA1118|---------------------------------------------------------------------|
 CA1118
 CA1118                          SUPERSEDED SURVEY CONTROL
 CA1118
 CA1118  NAD 83(1986)-  31 17 08.58838(N)    099 39 32.53003(W) AD(       ) 2
 CA1118  NAD 27      -  31 17 07.99999(N)    099 39 31.28977(W) AD(       ) 2
 CA1118  NGVD 29 (07/19/86)  631.5    (m)         2072.     (f) VERT ANG       
 CA1118
 CA1118.Superseded values are not recommended for survey control.
 CA1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1118.See file dsdata.txt to determine how the superseded data were derived.
 CA1118
 CA1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV3727261455(NAD 83)
 CA1118_MARKER: DD = SURVEY DISK
 CA1118_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1118+WITH SETTING: INFORMATION.
 CA1118_SP_SET: PREFABRICATED CONCRETE POST
 CA1118
 CA1118  HISTORY     - Date     Condition        Report By
 CA1118  HISTORY     - 1967     MONUMENTED       USGS
 CA1118  HISTORY     - 1971     GOOD             NGS
 CA1118
 CA1118                          STATION DESCRIPTION
 CA1118
 CA1118'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IB)
 CA1118'THE STATION IS LOCATED ABOUT 4.7 MILES NORTH AND 11.0 MILES
 CA1118'EAST OF EDEN, ABOUT 1.2 MILES SOUTH AND 3.5 MILES WEST OF SALT
 CA1118'GAP, 3.8 MILES NORTH OF U.S. HIGHWAY 87, ON A FLAT TIMBERED TOP
 CA1118'OF THE BRADY MOUNTAINS.  7 FEET NORTHEAST OF A WITNESS SIGN.
 CA1118'
 CA1118'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 CA1118'AND 87 IN EDEN, GO 10.75 MILES EAST ON U.S. HIGHWAY 87 TO
 CA1118'GRAVEL ROAD LEFT (NORTH), THENCE 3.1 MILES NORTH ON GRAVELED
 CA1118'ROAD TO MATT P. RENFROE GATE.  GO THROUGH GATE, LEFT, FOR 0.3
 CA1118'MILE WEST ALONG NORTH SIDE OF FENCE TO HOUSE, LEFT, AND TRACK
 CA1118'ROAD RIGHT.  TURN RIGHT FOR 0.35 MILE ON NORTH TRACK ROAD
 CA1118'TO WOODEN GATE.  GO THROUGH GATE AND TURN RIGHT FOR 0.25
 CA1118'MILE EAST ALONG NORTH SIDE OF FENCE TO WOODEN GATE.  GO
 CA1118'THROUGH GATE AND TURN LEFT, (NORTH) FOR 0.2 MILE ALONG EAST
 CA1118'SIDE OF FENCE TO DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO
 CA1118'0.65 MILE EAST ON DIM TRACK ROAD ALONG NORTH EDGE OF RIDGE
 CA1118'TO SHARP TURN LEFT AT A SMALL DRAIN.  LEAVE ROAD AND GO
 CA1118'ACROSS COUNTRY UP DRAIN TO TOP OF RIDGE, THEN EAST ALONG TOP
 CA1118'OF RIDGE 0.15 MILE TO STATION SITE.
 CA1118'
 CA1118'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1118'STEEL ROD DRIVEN TO BEDROCK (3.0 FEET), CENTERED IN A 6 INCH
 CA1118'DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH CONCRETE.
 CA1118'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED SALT ET 1967.
 CA1118'
 CA1118'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CA1118'TO A COPPER COATED STEEL ROD DRIVEN TO BEDROCK (4.0 FEET),
 CA1118'CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG,
 CA1118'FILLED WITH CONCRETE.  THE TABLET IS SET FLUSH WITH GROUND
 CA1118'AND STAMPED NO. 1 SALT ET 1967.
 CA1118'
 CA1118'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1118'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO BEDROCK (3.5
 CA1118'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CA1118'LONG, FILLED WITH CONCRETE.  THE TABLET IS STAMPED NO 2 SALT
 CA1118'ET 1967.
 CA1118'
 CA1118'DISTANCE BETWEEN REFERENCE MARKS IS 64.29 FEET (19.597 METERS).
 CA1118'
 CA1118'STATION BRANCH ET 1967, 5.5 MILES NORTH-NORTHWEST, IS VISIBLE
 CA1118'FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CA1118
 CA1118                          STATION RECOVERY (1971)
 CA1118
 CA1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1118'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED BY USGS
 CA1118'IN 1967 BALLINGER SECOND-ORDER PROJECT.
 CA1118'
 CA1118'STATION BRANCH ET 1967 IS VISIBLE FROM THE GROUND AT THIS
 CA1118'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1118'
 CA1118'ALL OBSERVATIONS WERE MADE FROM A SCAFFOLD (HI=17.8 FEET).
 CA1118'
 CA1118'DISTANCE BETWEEN REFERENCE MARKS NOT CHECKED DUE TO BRUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6823 ***********************************************************************
 AW6823  DESIGNATION -  SALT
 AW6823  PID         -  AW6823
 AW6823  STATE/COUNTY-  TX/BRAZORIA
 AW6823  USGS QUAD   -  OYSTER CREEK (1974)
 AW6823
 AW6823                         *CURRENT SURVEY CONTROL
 AW6823  ___________________________________________________________________
 AW6823* NAD 83(1993)-  29 02 15.49366(N)    095 22 28.04570(W)     ADJUSTED  
 AW6823* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW6823  ___________________________________________________________________
 AW6823  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6823  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW6823
 AW6823  HORZ ORDER  -  SECOND
 AW6823
 AW6823.The horizontal coordinates were established by classical geodetic methods
 AW6823.and adjusted by the National Geodetic Survey in February 1996..
 AW6823
 AW6823.The orthometric height was scaled from a topographic map.
 AW6823
 AW6823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6823
 AW6823.The geoid height was determined by GEOID03.
 AW6823
 AW6823;                    North         East     Units Scale Factor Converg.
 AW6823;SPC TXSC     - 4,138,941.955   953,040.763   MT  0.99987661   +1 46 34.3
 AW6823;SPC TXSC     -13,579,178.73  3,126,767.90   sFT  0.99987661   +1 46 34.3
 AW6823;UTM  15      - 3,214,481.918   268,776.611   MT  1.00025980   -1 09 10.9
 AW6823
 AW6823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6823!SPC TXSC     -   1.00000354  x   0.99987661  =   0.99988015
 AW6823!UTM  15      -   1.00000354  x   1.00025980  =   1.00026335
 AW6823
 AW6823:                Primary Azimuth Mark                     Grid Az
 AW6823:SPC TXSC     -  SALT AZ MK 2                             045 34 19.1
 AW6823:UTM  15      -  SALT AZ MK 2                             048 30 04.3
 AW6823
 AW6823|---------------------------------------------------------------------|
 AW6823| PID    Reference Object                     Distance      Geod. Az  |
 AW6823|                                                           dddmmss.s |
 AW6823| CV6747 SALT AZ MK 2                                       0472053.4 |
 AW6823| CV6748 SALT RM 1                            46.500 METERS 04803     |
 AW6823| CV6746 SALT AZ MK                                         0512322.7 |
 AW6823| AW6828 CLUTE MUNICIPAL TANK                APPROX. 3.5 KM 2384456.2 |
 AW6823| CV6749 SALT RM 2                            26.515 METERS 32027     |
 AW6823| AW6836 ANGLETON MUNICIPAL TANK             APPROX.15.3 KM 3373227.8 |
 AW6823| AW6834 ANGLETON RAD STA KKB 929 MAST       APPROX.15.6 KM 3390634.0 |
 AW6823|---------------------------------------------------------------------|
 AW6823
 AW6823                          SUPERSEDED SURVEY CONTROL
 AW6823
 AW6823  NAD 83(1986)-  29 02 15.50391(N)    095 22 28.02441(W) AD(       ) 2
 AW6823  NAD 27      -  29 02 14.61700(N)    095 22 27.24300(W) AD(       ) 2
 AW6823
 AW6823.Superseded values are not recommended for survey control.
 AW6823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6823.See file dsdata.txt to determine how the superseded data were derived.
 AW6823
 AW6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6877714482(NAD 83)
 AW6823_MARKER: DS = TRIANGULATION STATION DISK
 AW6823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6823
 AW6823  HISTORY     - Date     Condition        Report By
 AW6823  HISTORY     - 1954     MONUMENTED       CGS
 AW6823  HISTORY     - 1956     SEE DESCRIPTION  CGS
 AW6823  HISTORY     - 1957     GOOD             HLPCO
 AW6823  HISTORY     - 1960     GOOD             CGS
 AW6823
 AW6823                          STATION DESCRIPTION
 AW6823
 AW6823'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6823'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH-SOUTHEAST OF
 AW6823'ANGLETON, 5 MILES NORTH OF VELASCO, 2.5 MILES NORTHEAST OF
 AW6823'CLUTE, AND ON PROPERTY OWNED BY THE DOW CHEMICAL COMPANY.
 AW6823'
 AW6823'REACHED FROM THE JUNCTION OF FARM ROAD 1460 AND STATE ROUTE 523
 AW6823'AT THE EASTERN EDGE OF VELASCO BY GOING NORTHEASTERLY ON ROUTE
 AW6823'523 FOR 6.6 MILES TO A RAILROAD CROSSING.  CONTINUE STRAIGHT
 AW6823'AHEAD FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 AW6823'WESTERLY FOR 1.75 MILES TO THE AZIMUTH MARK ON THE LEFT.
 AW6823'CONTINUE STRAIGHT AHEAD FOR 0.3 MILES TO THE STATION ON
 AW6823'THE RIGHT AS DESCRIBED.
 AW6823'
 AW6823'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6823'IS 100 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A ROAD,
 AW6823'92 FEET NORTHWEST OF THE ENTRANCE OF A LANE, 24 FEET NORTHWEST
 AW6823'OF A WIRE FENCE, AND 4.5 FEET SOUTHWEST OF A WITNESS POST.
 AW6823'THE DISK IS STAMPED SALT 1954, AND THE MARK PROJECTS 2 INCHES.
 AW6823'
 AW6823'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AW6823'MONUMENT, IS 58 FEET NORTHWEST OF THE APPROXIMATE CENTER
 AW6823'OF THE ROAD, 2.5 FEET NORTHWEST OF THE FENCE, AND 1.5 FEET
 AW6823'SOUTH OF A POWER POLE.  THE DISK IS STAMPED SALT NO 1 1954,
 AW6823'AND THE MARK PROJECTS 3 INCHES.
 AW6823'
 AW6823'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AW6823'MONUMENT, IS 30 FEET EAST OF A CLUSTER OF 3 PECAN TREES.  THE
 AW6823'DISK IS STAMPED SALT NO 2 1954, AND THE MARK PROJECTS 3 INCHES.
 AW6823'
 AW6823'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6823'IS 73 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRIDGE OVER
 AW6823'OYSTER CREEK, 43 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 AW6823'MACADAM ROAD, 5 FEET SOUTHEAST OF A POWER POLE, 2 FEET SOUTHEAST
 AW6823'OF A WIRE MESH FENCE, AND 2 FEET SOUTH OF A WITNESS POST.
 AW6823'THE DISK IS STAMPED SALT 1954, AND THE MARK PROJECTS 4 INCHES.
 AW6823'
 AW6823'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW6823
 AW6823                          STATION RECOVERY (1956)
 AW6823
 AW6823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDS)
 AW6823'THE AZIMUTH MARK WAS MOVED BY MR. H.D. SMITH OF THE DOW
 AW6823'CHEMICAL CO. TO PERMIT ROAD CONSTRUCTION.
 AW6823'
 AW6823'THE NEW MARK IS ABOUT 110 FEET NORTHWEST OF THE OLD MARK.
 AW6823'
 AW6823'THE NEW DISK IS SET IN CONCRETE AND STAMPED SALT AZIMUTH MARK
 AW6823'2 1956.  THE DISK HAS A 1/16 INCH HOLE IN THE CENTER AND A
 AW6823'NAIL HAS BEEN IMBEDDED IN THE CONCRETE POINT-TOWARD THE STATION.
 AW6823
 AW6823                          STATION RECOVERY (1957)
 AW6823
 AW6823'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1957 (SET)
 AW6823'FOUND STATION AND REFERENCE MARKS IN GOOD CONDITION - THE
 AW6823'AZIMUTH MARK HAS BEEN DESTROYED BY THE CONSTRUCTION CREW ERECTING
 AW6823'A NEW BRIDGE OVER OYSTER CREEK - FOUND THE OLD CONCRETE BLOCK
 AW6823'BUT THE BRONZ DISC HAD BEEN REMOVED - APPROXIMATELY 100 FEET
 AW6823'WEST OF THE ORIGINAL AZ MARK LOCATION, I FOUND A CONCRETE MON
 AW6823'WITH A SMALL BRONZ DISC MARKED AZ MARK 2.  I BELIEVE DOW CHEMICAL
 AW6823'CO.  ENGINEERS SET THIS MARK.
 AW6823'
 AW6823'THE GENERAL DESCRIPTION GIVEN FOR LOCATION OF THE STATION
 AW6823'ARE GOOD.
 AW6823
 AW6823                          STATION RECOVERY (1960)
 AW6823
 AW6823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JWK)
 AW6823'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 AW6823'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 AW6823'THE 1954 DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1059 ***********************************************************************
 CT1059  DESIGNATION -  SALT
 CT1059  PID         -  CT1059
 CT1059  STATE/COUNTY-  TX/SHACKELFORD
 CT1059  USGS QUAD   -  LEEPER CREEK (1987)
 CT1059
 CT1059                         *CURRENT SURVEY CONTROL
 CT1059  ___________________________________________________________________
 CT1059* NAD 83(1993)-  32 37 25.24585(N)    099 26 29.80185(W)     ADJUSTED  
 CT1059* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 CT1059  ___________________________________________________________________
 CT1059  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CT1059  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CT1059
 CT1059  HORZ ORDER  -  FIRST
 CT1059
 CT1059.The horizontal coordinates were established by classical geodetic methods
 CT1059.and adjusted by the National Geodetic Survey in February 1996..
 CT1059
 CT1059.The orthometric height was scaled from a topographic map.
 CT1059
 CT1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1059
 CT1059.The geoid height was determined by GEOID03.
 CT1059
 CT1059;                    North         East     Units Scale Factor Converg.
 CT1059;SPC TXNC     - 2,106,519.390   511,641.696   MT  0.99990034   -0 30 48.8
 CT1059;SPC TXNC     - 6,911,139.03  1,678,611.13   sFT  0.99990034   -0 30 48.8
 CT1059;UTM  14      - 3,609,655.337   458,572.071   MT  0.99962116   -0 14 17.1
 CT1059
 CT1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1059!SPC TXNC     -   0.99990855  x   0.99990034  =   0.99980890
 CT1059!UTM  14      -   0.99990855  x   0.99962116  =   0.99952975
 CT1059
 CT1059:                Primary Azimuth Mark                     Grid Az
 CT1059:SPC TXNC     -  SALT AZ MK                               053 57 14.2
 CT1059:UTM  14      -  SALT AZ MK                               053 40 42.5
 CT1059
 CT1059|---------------------------------------------------------------------|
 CT1059| PID    Reference Object                     Distance      Geod. Az  |
 CT1059|                                                           dddmmss.s |
 CT1059| CX8140 SALT AZ MK                                         0532625.4 |
 CT1059| CX8141 SALT RM 1                            28.011 METERS 08824     |
 CT1059| CX8142 SALT RM 2                            50.475 METERS 34244     |
 CT1059|---------------------------------------------------------------------|
 CT1059
 CT1059                          SUPERSEDED SURVEY CONTROL
 CT1059
 CT1059  NAD 83(1986)-  32 37 25.25103(N)    099 26 29.79276(W) AD(       ) 1
 CT1059  NAD 27      -  32 37 24.82000(N)    099 26 28.50300(W) AD(       ) 1
 CT1059
 CT1059.Superseded values are not recommended for survey control.
 CT1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1059.See file dsdata.txt to determine how the superseded data were derived.
 CT1059
 CT1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5857209655(NAD 83)
 CT1059_MARKER: DS = TRIANGULATION STATION DISK
 CT1059_SETTING: 80 = SET IN A BOULDER
 CT1059_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CT1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1059+STABILITY: SURFACE MOTION
 CT1059
 CT1059  HISTORY     - Date     Condition        Report By
 CT1059  HISTORY     - 1935     MONUMENTED       CGS
 CT1059  HISTORY     - 1938     MARK NOT FOUND   TXHD
 CT1059  HISTORY     - 1945     MARK NOT FOUND   CGS
 CT1059  HISTORY     - 1955     GOOD             USGS
 CT1059  HISTORY     - 1957     GOOD             CGS
 CT1059
 CT1059                          STATION DESCRIPTION
 CT1059
 CT1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1059'STATION IS LOCATED ON PROPERTY OF MR. W.D. REYNOLDS, IN SECTION
 CT1059'44, BLOCK 12, 11 MILES SW OF ALBANY AND 7.25 MILES N OF
 CT1059'SHACKELFORD-CALLAHAN COUNTY LINE, ON TOP OF A FLAT KNOLL AT
 CT1059'THE N END OF A RIDGE AT THE END OF A BREAK, 1.5 MILES E OF U.S.
 CT1059'HIGHWAY 80N.
 CT1059'
 CT1059'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 CT1059'DEPRESSION IN A BOULDER.
 CT1059'
 CT1059'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CT1059'CONCRETE.
 CT1059'
 CT1059'REFERENCE MARK NO. 1 IS E OF STATION ON EASTERN EDGE OF KNOLL.
 CT1059'
 CT1059'REFERENCE MARK NO. 2 IS NNE OF STATION ON NORTHERN EDGE OF
 CT1059'KNOLL.
 CT1059'
 CT1059'AZIMUTH MARK IS NE OF STATION IN E AND W FENCE LINE.
 CT1059'
 CT1059'(MARKS WERE MEASURED IN HIGH WIND, GREATER ACCURACY IMPOSSIBLE).
 CT1059'
 CT1059'REACHED FROM THE COURTHOUSE IN ALBANY, BY GOING W ON U.S. HIGHWAY
 CT1059'80N, 8.4 MILES TO THE ACAMPO CAFE AT JUNCTION OF ROUTES, CONTINUE
 CT1059'LEFT ON 80N, 6.4 MILES, TURN LEFT OFF HIGHWAY, JUST AFTER
 CT1059'PASSING CONCRETE BRIDGE AND GO 1.05 MILES, PASS THROUGH WIRE GATE
 CT1059'ON LEFT, TAKE LEFT FORK AND FOLLOW PASTURE ROAD NE AND ENE FOR
 CT1059'1.85 MILES.  TURN RIGHT AT EDGE OF BREAK AND GO 0.1 MILE S TO
 CT1059'TOP OF HILL AND STATION.
 CT1059'
 CT1059'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CT1059
 CT1059                          STATION RECOVERY (1938)
 CT1059
 CT1059'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CT1059'DESCRIPTION AS GIVEN BY C.I.A., IN REACHING STATION IS SATISFACTORY.
 CT1059'STATION HAS BEEN DESTROYED, BUT REFERENCE MARKS WERE FOUND IN
 CT1059'GOOD CONDITION.  NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CT1059
 CT1059                          STATION RECOVERY (1945)
 CT1059
 CT1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CT1059'STATION MARK WAS NOT RECOVERED, HOWEVER SUB-STATION WAS DUG
 CT1059'FOR AND RECOVERED.  REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CT1059'DESCRIPTION ADEQUATE.
 CT1059
 CT1059                          STATION RECOVERY (1955)
 CT1059
 CT1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CT1059'THE FOLLOWING DESCRIPTION BY USGS, 1955
 CT1059'
 CT1059'ALTHOUGH THE STATION MARK WAS REPORTED DESTROYED IN 1938 BY THE TEXAS
 CT1059'HIGHWAY DEPARTMENT, IT IS BELIEVED WE FOUND THE ORIGINAL MARK STAMPED
 CT1059'---SALT, 1935---, ABOUT 8 IN. BELOW GROUND SURFACE AND CEMENTED IN A
 CT1059'DRILL HOLE IN BEDROCK.  A SUBSURFACE MARK WAS REPORTED FOUND IN 1945,
 CT1059'HOWEVER, AS NO MENTION OF A SUBSURFACE MARK BEING ESTABLISHED IN THE
 CT1059'1935 DESCRIPTION, THIS MUST BE THE ORIGINAL MARK.
 CT1059'
 CT1059'REVISED DESCRIPTION FOLLOWS
 CT1059'
 CT1059'STATION LOCATED ABOUT 6 MI. (AIRLINE) S. OF THE JUNCTION OF STATE
 CT1059'HIGHWAY 351 AND U.S. HIGHWAY 180 AND 1.5 MI. E. OF STATE HIGHWAY 351
 CT1059'ON LAND BELONGING TO THE DAVIS ESTATE.
 CT1059'
 CT1059'TO REACH FROM THE JUNCTION OF HIGHWAYS 351 AND 180, PROCEED SW. ON
 CT1059'STATE HIGHWAY 351 FOR 6 MI. TO THE OLD HIGHWAY CROSSING.  TURN LEFT
 CT1059'(S.) FOLLOWING THE OLD HIGHWAY 0.4 MI. TO GATE.  TURN LEFT, PASSING
 CT1059'THRU GATE AND FOLLOW GRADED PRIVATE RD. FOR 1.5 MI. TO TOP OF RIDGE.
 CT1059'TURN LEFT OFF RD. AND FOLLOW RIDGE TOP CROSS-COUNTRY 1 MI. TO FLAT
 CT1059'KNOLL AT N. END OF RIDGE AND STATION SITE.  MARK IN GOOD CONDITION.
 CT1059'
 CT1059'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE IN A DEPRESSION
 CT1059'IN A BOULDER.
 CT1059
 CT1059                          STATION RECOVERY (1957)
 CT1059
 CT1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1059'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1059'CONDITION.  FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--
 CT1059'
 CT1059'TO REACH FROM ALBANY, FROM THE COURT HOUSE, GO WESTERLY ON U.S.
 CT1059'HIGHWAY 180 AND 380 FOR 8.5 MILES TO JUNCTION WITH STATE HIGHWAY
 CT1059'351, BEAR LEFT AND GO SOUTHWEST ON STATE HIGHWAY 351 FOR 6.4
 CT1059'MILES TO ANGLING CROSSROADS, TURN LEFT THROUGH METAL GATE AND
 CT1059'GO SOUTH-SOUTHEAST FOR 0.55 MILE TO A BOARD GATE ON THE LEFT,
 CT1059'TURN LEFT THROUGH GATE AND CONTINUE ON MAIN ROAD FOR 0.4 MILE
 CT1059'TO FORKS, TAKE LEFT FORK OFF MAIN ROAD AND GO NORTHEAST AND
 CT1059'NORTH FOR 0.5 MILE TO A BARN ON THE LEFT, BEAR RIGHT AND
 CT1059'CONTINUE ON PASTURE ROAD FOR 0.15 MILE TO FORKS, TAKE RIGHT
 CT1059'FORK FOR 1.05 MILES TO FORKS JUST BEFORE REACHING EDGE OF
 CT1059'BREAKS, BEAR RIGHT OFF ROAD ABOUT 50 YARDS BEYOND FORKS AND
 CT1059'GO SOUTHERLY TO TOP OF RIDGE AND STATION.
 CT1059'
 CT1059'TO REACH THE AZIMUTH MARK FROM THE FORKS AT EDGE OF BREAKS TAKE
 CT1059'RIGHT FORK FOR 0.7 MILE TO A BOARD GATE, TURN RIGHT AND FOLLOW
 CT1059'ALONG RIGHT HAND SIDE OF FENCE FOR 0.2 MILE TO MARK IN FENCE LINE
 CT1059'ON LEFT.
 CT1059'
 CT1059'THE STATION MARK WAS RECOVERED IN BEDROCK ABOUT 8 INCHES BELOW
 CT1059'SURFACE OF THE GROUND.  ALL OTHER MARKS AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0661 ***********************************************************************
 EN0661  DESIGNATION -  SALT
 EN0661  PID         -  EN0661
 EN0661  STATE/COUNTY-  TX/CHILDRESS
 EN0661  USGS QUAD   -  ESTELLINE NE (1984)
 EN0661
 EN0661                         *CURRENT SURVEY CONTROL
 EN0661  ___________________________________________________________________
 EN0661* NAD 83(1993)-  34 43 05.71959(N)    100 16 29.19706(W)     ADJUSTED  
 EN0661* NAVD 88     -       590.     (meters)    1936.     (feet)  SCALED    
 EN0661  ___________________________________________________________________
 EN0661  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 EN0661  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0661
 EN0661  HORZ ORDER  -  SECOND
 EN0661
 EN0661.The horizontal coordinates were established by classical geodetic methods
 EN0661.and adjusted by the National Geodetic Survey in February 1996..
 EN0661
 EN0661.The orthometric height was scaled from a topographic map.
 EN0661
 EN0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0661
 EN0661.The geoid height was determined by GEOID03.
 EN0661
 EN0661;                    North         East     Units Scale Factor Converg.
 EN0661;SPC TX N     - 1,080,377.588   312,225.823   MT  0.99998488   +0 42 36.2
 EN0661;SPC TX N     - 3,544,538.80  1,024,360.89   sFT  0.99998488   +0 42 36.2
 EN0661;UTM  14      - 3,842,539.025   383,273.766   MT  0.99976793   -0 43 34.0
 EN0661
 EN0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0661!SPC TX N     -   0.99991173  x   0.99998488  =   0.99989661
 EN0661!UTM  14      -   0.99991173  x   0.99976793  =   0.99967968
 EN0661
 EN0661:                Primary Azimuth Mark                     Grid Az
 EN0661:SPC TX N     -  WELLINGTON GRAIN TRANS MAST              048 23 12.9
 EN0661:UTM  14      -  WELLINGTON GRAIN TRANS MAST              049 49 23.1
 EN0661
 EN0661|---------------------------------------------------------------------|
 EN0661| PID    Reference Object                     Distance      Geod. Az  |
 EN0661|                                                           dddmmss.s |
 EN0661| EN0641 WELLINGTON GRAIN TRANS MAST         APPROX. 9.7 KM 0490549.1 |
 EN0661| EN0639 WELLINGTON ATT MICROWAVE MAST       APPROX.12.2 KM 0490736.0 |
 EN0661| CX8144 SALT RM 1                            11.820 METERS 08908     |
 EN0661| CX8143 SALT AZ MK                                         0930756.0 |
 EN0661| CX8145 SALT RM 2                            13.565 METERS 26852     |
 EN0661|---------------------------------------------------------------------|
 EN0661
 EN0661                          SUPERSEDED SURVEY CONTROL
 EN0661
 EN0661  NAD 83(1993)-  34 43 05.71971(N)    100 16 29.19696(W) AD(       ) 2
 EN0661  NAD 83(1986)-  34 43 05.72487(N)    100 16 29.18935(W) AD(       ) 2
 EN0661  NAD 27      -  34 43 05.51826(N)    100 16 27.76273(W) AD(       ) 2
 EN0661
 EN0661.Superseded values are not recommended for survey control.
 EN0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0661.See file dsdata.txt to determine how the superseded data were derived.
 EN0661
 EN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8327442539(NAD 83)
 EN0661_MARKER: DS = TRIANGULATION STATION DISK
 EN0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0661
 EN0661  HISTORY     - Date     Condition        Report By
 EN0661  HISTORY     - 1967     MONUMENTED       CGS
 EN0661
 EN0661                          STATION DESCRIPTION
 EN0661
 EN0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0661'THE STATION IS ABOUT 15 MILES EAST OF MEMPHIS, 15 MILES WEST OF
 EN0661'DODSON, 10 MILES SOUTH-SOUTHWEST OF WELLINGTON, ON THE RIGHT SIDE
 EN0661'AND ON THE ROAD RIGHT OF WAY OF STATE HIGHWAY 256 AT THE CREST OF A
 EN0661'RIDGE.
 EN0661'
 EN0661'TO REACH THE STATION FROM WELLINGTON, GO SOUTH ON U.S. HIGHWAY 83 FOR
 EN0661'13 MILES TO THE INTERSECTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY
 EN0661'256, TURN RIGHT AND GO WEST FOR 5.3 MILES ON STATE HIGHWAY 256 TO
 EN0661'THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST FOR 0.4 MILE TO THE
 EN0661'STATION ON THE RIGHT.
 EN0661'
 EN0661'THE STATION MARK IS A STANDARD DISK, STAMPED SALT 1967, SET IN THE
 EN0661'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH
 EN0661'WITH THE GROUND.  IT IS 60.3 FEET NORTH OF THE CENTERLINE OF STATE
 EN0661'HIGHWAY 256, 34.4 FEET EAST OF A HIGHWAY ROAD RIGHT OF WAY MARKER
 EN0661'WHICH PROJECTS 1.5 FEET ABOVE THE GROUND, 9.5 FEET WEST OF A
 EN0661'METAL WITNESS POST AND 4.3 FEET SOUTH OF AN EAST-WEST FENCE.  THE
 EN0661'UNDERGROUND MARK IS 36 INCHES BELOW THE GROUND SURFACE.
 EN0661'
 EN0661'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALT NO 1 1967, SET IN
 EN0661'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0661'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 62 FEET NORTH OF THE
 EN0661'HIGHWAY, 29.3 FEET EAST OF THE WITNESS POST, 3.5 FEET SOUTH OF THE
 EN0661'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0661'
 EN0661'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALT NO 2 1967, SET IN
 EN0661'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EN0661'FLUSH WITH THE GROUND.  IT IS 60.3 FEET NORTH OF THE HIGHWAY, 54.0
 EN0661'FEET WEST OF THE WITNESS POST, 10.2 FEET WEST OF THE RIGHT OF WAY
 EN0661'MARKER, 5.0 FEET SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION
 EN0661'AS THE STATION.
 EN0661'
 EN0661'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SALT 1967, SET IN THE
 EN0661'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0661'6 INCHES ABOVE THE GROUND.  IT IS 57.5 FEET SOUTH OF THE CENTERLINE
 EN0661'OF THE HIGHWAY, 2.3 FEET WEST OF THE WITNESS POST AND 1.0 FEET
 EN0661'NORTH OF THE EAST-WEST FENCE.
 EN0661'
 EN0661'BENCH MARK 13 THW IS A BRONZE DISK, OF THE UNITED STATES GEOLOGICAL
 EN0661'SURVEY, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT
 EN0661'PROJECTS 4 INCHES AND IS STAMPED 13 THW 1954 1958.  IT IS 58.5 FEET
 EN0661'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1.0 FEET NORTH OF AN
 EN0661'EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1392 ***********************************************************************
 DN1392  DESIGNATION -  SALT
 DN1392  PID         -  DN1392
 DN1392  STATE/COUNTY-  TX/MONTAGUE
 DN1392  USGS QUAD   -  MONTAGUE (1976)
 DN1392
 DN1392                         *CURRENT SURVEY CONTROL
 DN1392  ___________________________________________________________________
 DN1392* NAD 83(1993)-  33 41 24.35597(N)    097 44 35.84494(W)     ADJUSTED  
 DN1392* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 DN1392  ___________________________________________________________________
 DN1392  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 DN1392  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DN1392
 DN1392  HORZ ORDER  -  THIRD
 DN1392
 DN1392.The horizontal coordinates were established by classical geodetic methods
 DN1392.and adjusted by the National Geodetic Survey in February 1996..
 DN1392
 DN1392.The orthometric height was scaled from a topographic map.
 DN1392
 DN1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1392
 DN1392.The geoid height was determined by GEOID03.
 DN1392
 DN1392;                    North         East     Units Scale Factor Converg.
 DN1392;SPC TXNC     - 2,224,636.577   670,156.114   MT  0.99993457   +0 24 45.7
 DN1392;SPC TXNC     - 7,298,661.84  2,198,670.52   sFT  0.99993457   +0 24 45.7
 DN1392;UTM  14      - 3,728,504.262   616,477.786   MT  0.99976726   +0 41 49.8
 DN1392
 DN1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1392!SPC TXNC     -   0.99995076  x   0.99993457  =   0.99988533
 DN1392!UTM  14      -   0.99995076  x   0.99976726  =   0.99971803
 DN1392
 DN1392|---------------------------------------------------------------------|
 DN1392| PID    Reference Object                     Distance      Geod. Az  |
 DN1392|                                                           dddmmss.s |
 DN1392| CY2196 SALT RM 1                            26.225 METERS 03840     |
 DN1392| CY2195 SALT AZ MK                                         0965900.6 |
 DN1392| DN1391 MONTAGUE CO SHERIFF RADIO MAST      APPROX. 3.6 KM 1424055.1 |
 DN1392| CY2197 SALT RM 2                            21.196 METERS 35813     |
 DN1392|---------------------------------------------------------------------|
 DN1392
 DN1392                          SUPERSEDED SURVEY CONTROL
 DN1392
 DN1392  NAD 83(1993)-  33 41 24.35843(N)    097 44 35.84243(W) AD(       ) 3
 DN1392  NAD 83(1986)-  33 41 24.36048(N)    097 44 35.83228(W) AD(       ) 3
 DN1392  NAD 27      -  33 41 23.98510(N)    097 44 34.71210(W) AD(       ) 3
 DN1392
 DN1392.Superseded values are not recommended for survey control.
 DN1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1392.See file dsdata.txt to determine how the superseded data were derived.
 DN1392
 DN1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1647828504(NAD 83)
 DN1392_MARKER: DS = TRIANGULATION STATION DISK
 DN1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1392
 DN1392  HISTORY     - Date     Condition        Report By
 DN1392  HISTORY     - 1956     MONUMENTED       CGS
 DN1392
 DN1392                          STATION DESCRIPTION
 DN1392
 DN1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1392'THE STATION IS ON THE TOP OF A HILL ABOUT 2-1/2 MILES
 DN1392'NORTH-NORTHWEST OF MONTAGUE AND 7-1/2 MILES SOUTH-SOUTHWEST OF
 DN1392'NOCONA IN AN OIL FIELD.  IT IS JUST SOUTH OF TWO OIL STORAGE
 DN1392'TANKS IN A SMALL, FENCED ENCLOSURE, 83.5 FEET WEST-SOUTHWEST
 DN1392'OF THE SOUTHEAST CORNER OF THE ENCLOSURE FENCE, 73 FEET SOUTH OF
 DN1392'A WITNESS POST AND 67 FEET SOUTH OF THE SOUTHWEST CORNER
 DN1392'OF THE ENCLOSURE FENCE.  IT IS SET FLUSH WITH THE SURFACE
 DN1392'OF THE GROUND AND THE DISK IS STAMPED SALT 1956.
 DN1392'
 DN1392'REFERENCE MARK NO. 1 IS 11 FEET SOUTH-SOUTHEAST OF A GATE INTO
 DN1392'THE TANK ENCLOSURE AND 4.5 FEET EAST OF THE SOUTHEAST CORNER
 DN1392'OF THE ENCLOSURE FENCE.  IT PROJECTS ABOUT 1 INCH ABOVE THE
 DN1392'SURFACE OF THE GROUND AND THE DISK IS STAMPED SALT NO 1 1956.
 DN1392'
 DN1392'REFERENCE MARK NO. 2 IS 3 FEET SOUTH OF A WITNESS POST AND 2
 DN1392'FEET WEST OF THE SOUTHWEST CORNER OF THE ENCLOSURE FENCE.
 DN1392'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 DN1392'IS STAMPED SALT NO 2 1956.
 DN1392'
 DN1392'THE AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF A STOCK
 DN1392'GUARD, 1.5 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF A
 DN1392'FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 DN1392'THE DISK IS STAMPED SALT 1956.
 DN1392'
 DN1392'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 59
 DN1392'AND STATE ROUTE NO. 175 AT THE NORTHWEST CORNER OF THE MONTAGUE
 DN1392'COUNTY COURTHOUSE SQUARE AND JUST WEST OF THE POST OFFICE IN
 DN1392'MONTAGUE, GO NORTH ON STATE ROUTE NO. 175 TOWARD NOCONA FOR
 DN1392'1.5 MILES TO A STOCK GUARD ON THE LEFT AT A GROUP OF SIGNS NORTEX
 DN1392'CO. AND CONOCO OIL.  HERE TURN LEFT THROUGH THIS STOCK GUARD
 DN1392'AND GO WEST ON AN OILED ROAD FOR 0.15 MILE TO A FORK, TAKE
 DN1392'THE RIGHT FORK AND GO NORTHWESTERLY ON A GRADED ROAD FOR 0.1
 DN1392'MILE TO A FORK JUST AFTER CROSSING A STOCK GUARD, KEEP LEFT
 DN1392'AND GO WESTERLY ON A GRADED ROAD FOR 0.2 MILE TO A FORK JUST
 DN1392'AFTER PASSING THROUGH A STOCK GUARD.  HERE CONTINUE
 DN1392'WESTERLY ON THE MAIN TRAVELED ROAD FOR 0.1 MILE TO A T
 DN1392'CROSSROAD JUST AFTER PASSING THROUGH A STOCK GUARD,
 DN1392'CONTINUE WESTERLY ON A WINDING ROAD FOR 0.4 MILE TO A FORK
 DN1392'JUST BEFORE CROSSING A STOCK GUARD AND THE AZIMUTH MARK
 DN1392'ON THE RIGHT AS DESCRIBED.  PASS OVER THE STOCK GUARD AND GO
 DN1392'WEST FOR 0.2 MILE TO THE TOP OF THE HILL AND TWO BLACK, OIL
 DN1392'STORAGE TANKS IN A SMALL, FENCED ENCLOSURE ON THE RIGHT AND
 DN1392'THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0813 ***********************************************************************
 EN0813  DESIGNATION -  SALT
 EN0813  PID         -  EN0813
 EN0813  STATE/COUNTY-  TX/ARMSTRONG
 EN0813  USGS QUAD   -  LUTTRELL SPRINGS NE (1963)
 EN0813
 EN0813                         *CURRENT SURVEY CONTROL
 EN0813  ___________________________________________________________________
 EN0813* NAD 83(1993)-  34 54 12.51630(N)    101 21 41.25802(W)     ADJUSTED  
 EN0813* NAVD 88     -      1029.     (meters)    3376.     (feet)  SCALED    
 EN0813  ___________________________________________________________________
 EN0813  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 EN0813  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EN0813
 EN0813  HORZ ORDER  -  SECOND
 EN0813
 EN0813.The horizontal coordinates were established by classical geodetic methods
 EN0813.and adjusted by the National Geodetic Survey in February 1996..
 EN0813
 EN0813.The orthometric height was scaled from a topographic map.
 EN0813
 EN0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0813
 EN0813.The geoid height was determined by GEOID03.
 EN0813
 EN0813;                    North         East     Units Scale Factor Converg.
 EN0813;SPC TX N     - 1,100,238.289   212,661.219   MT  0.99995091   +0 04 49.0
 EN0813;SPC TX N     - 3,609,698.45    697,706.02   sFT  0.99995091   +0 04 49.0
 EN0813;UTM  14      - 3,864,884.110   284,238.817   MT  1.00017379   -1 21 06.3
 EN0813
 EN0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0813!SPC TX N     -   0.99984263  x   0.99995091  =   0.99979355
 EN0813!UTM  14      -   0.99984263  x   1.00017379  =   1.00001639
 EN0813
 EN0813|---------------------------------------------------------------------|
 EN0813| PID    Reference Object                     Distance      Geod. Az  |
 EN0813|                                                           dddmmss.s |
 EN0813| CJ8383 SALT RM 1                            24.200 METERS 21258     |
 EN0813| CJ8382 SALT AZ MK                                         2221300.4 |
 EN0813| CJ8384 SALT RM 2                            15.503 METERS 31916     |
 EN0813|---------------------------------------------------------------------|
 EN0813
 EN0813                          SUPERSEDED SURVEY CONTROL
 EN0813
 EN0813  NAD 83(1993)-  34 54 12.52046(N)    101 21 41.25380(W) AD(       ) 2
 EN0813  NAD 83(1986)-  34 54 12.52268(N)    101 21 41.25000(W) AD(       ) 2
 EN0813  NAD 27      -  34 54 12.32967(N)    101 21 39.64773(W) AD(       ) 2
 EN0813
 EN0813.Superseded values are not recommended for survey control.
 EN0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0813.See file dsdata.txt to determine how the superseded data were derived.
 EN0813
 EN0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8423964884(NAD 83)
 EN0813_MARKER: DS = TRIANGULATION STATION DISK
 EN0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0813
 EN0813  HISTORY     - Date     Condition        Report By
 EN0813  HISTORY     - 1964     MONUMENTED       CGS
 EN0813
 EN0813                          STATION DESCRIPTION
 EN0813
 EN0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0813'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF CLAUDE, 13 MILES
 EN0813'NORTHEAST OF WAYSIDE, 5-1/2 MILES NORTH NORTHEAST OF A POINT WHERE
 EN0813'FARM ROAD 284 CROSSES THE PRAIRIE DOG TOWN FORK OF THE RED RIVER
 EN0813'AND ON THE RIGHT-OF-WAY OF FARM ROAD 284.
 EN0813'
 EN0813'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 EN0813'ROAD 284 IN CLAUDE, GO SOUTH ON FARM ROAD 284 FOR 8.6 MILES TO A
 EN0813'CROSS ROAD, CONTINUE AHEAD FOR 5.1 MILES TO FARM ROAD 2272 ON THE
 EN0813'LEFT.  CONTINUE AHEAD FOR 0.7 MILE TO A TURN IN THE HIGHWAY TO THE
 EN0813'RIGHT AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 EN0813'CONTINUE AHEAD ON FARM ROAD 284 FOR 0.45 MILE TO THE MARK ON THE
 EN0813'LEFT.
 EN0813'
 EN0813'THE STATION MARK IS A STANDARD DISK, STAMPED SALT 1964, CEMENTED IN
 EN0813'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 EN0813'THE GROUND.  IT IS 95 FEET SOUTHEAST OF THE CENTER OF FARM ROAD
 EN0813'284, 64.0 FEET WEST OF A T FENCE CORNER AND THE EAST END OF A GATE,
 EN0813'14.6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.9 FEET SOUTH
 EN0813'SOUTHWEST OF A WITNESS POST.
 EN0813'
 EN0813'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALT NO 1 1964,
 EN0813'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 EN0813'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 92.7 FEET SOUTHEAST OF THE
 EN0813'CENTER OF THE HIGHWAY, 0.9 FEET NORTHWEST OF THE RIGHT-OF-WAY
 EN0813'FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0813'
 EN0813'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALT NO 2 1964, CEMENTED
 EN0813'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 EN0813'THE GROUND.  IT IS 64.9 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 EN0813'47.7 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY AND AT ABOUT THE
 EN0813'SAME ELEVATION AS THE STATION.
 EN0813'
 EN0813'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SALT 1964, CEMENTED IN
 EN0813'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 EN0813'THE GROUND.  IT IS 59 FEET SOUTHEAST OF THE CENTER OF FARM ROAD
 EN0813'284, 2.1 FEET NORTHEAST OF A WITNESS POST AND 1.1 FEET NORTHWEST OF
 EN0813'THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1601 ***********************************************************************
 FL1601  DESIGNATION -  SALT
 FL1601  PID         -  FL1601
 FL1601  STATE/COUNTY-  TX/CARSON
 FL1601  USGS QUAD   -  CLAUDE NE (1983)
 FL1601
 FL1601                         *CURRENT SURVEY CONTROL
 FL1601  ___________________________________________________________________
 FL1601* NAD 83(1993)-  35 12 25.94310(N)    101 18 13.42013(W)     ADJUSTED  
 FL1601* NAVD 88     -      1044.185  (meters)    3425.80   (feet)  ADJUSTED  
 FL1601  ___________________________________________________________________
 FL1601  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FL1601  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1601  DYNAMIC HT  -        1042.961 (meters)    3421.78  (feet)  COMP
 FL1601  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 FL1601
 FL1601  HORZ ORDER  -  SECOND
 FL1601  VERT ORDER  -  FIRST     CLASS II
 FL1601
 FL1601.The horizontal coordinates were established by classical geodetic methods
 FL1601.and adjusted by the National Geodetic Survey in February 1996..
 FL1601
 FL1601.The orthometric height was determined by differential leveling
 FL1601.and adjusted by the National Geodetic Survey in June 1991..
 FL1601
 FL1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1601
 FL1601.The geoid height was determined by GEOID03.
 FL1601
 FL1601.The dynamic height is computed by dividing the NAVD 88
 FL1601.geopotential number by the normal gravity value computed on the
 FL1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1601.degrees latitude (g = 980.6199 gals.).
 FL1601
 FL1601.The modeled gravity was interpolated from observed gravity values.
 FL1601
 FL1601;                    North         East     Units Scale Factor Converg.
 FL1601;SPC TX N     - 1,133,941.116   217,870.560   MT  0.99991760   +0 06 49.5
 FL1601;SPC TX N     - 3,720,271.81    714,797.00   sFT  0.99991760   +0 06 49.5
 FL1601;UTM  14      - 3,898,453.252   290,293.232   MT  1.00014200   -1 19 43.2
 FL1601
 FL1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1601!SPC TX N     -   0.99984028  x   0.99991760  =   0.99975789
 FL1601!UTM  14      -   0.99984028  x   1.00014200  =   0.99998226
 FL1601
 FL1601|---------------------------------------------------------------------|
 FL1601| PID    Reference Object                     Distance      Geod. Az  |
 FL1601|                                                           dddmmss.s |
 FL1601| CJ8380 SALT RM 1                            29.999 METERS 00320     |
 FL1601| CJ8381 SALT RM 2                            23.872 METERS 09017     |
 FL1601| FL1728 CLAUDE MUNICIPAL TANK               APPROX.11.6 KM 2052134.1 |
 FL1601| CJ8379 SALT AZ MK                                         2702140.0 |
 FL1601| FL0879 O 19                                 13.915 METERS 27942     |
 FL1601|---------------------------------------------------------------------|
 FL1601
 FL1601                          SUPERSEDED SURVEY CONTROL
 FL1601
 FL1601  NAD 83(1993)-  35 12 25.94716(N)    101 18 13.41713(W) AD(       ) 2
 FL1601  NAD 83(1986)-  35 12 25.94950(N)    101 18 13.41119(W) AD(       ) 2
 FL1601  NAD 27      -  35 12 25.77000(N)    101 18 11.82300(W) AD(       ) 2
 FL1601
 FL1601.Superseded values are not recommended for survey control.
 FL1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1601.See file dsdata.txt to determine how the superseded data were derived.
 FL1601
 FL1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9029398453(NAD 83)
 FL1601_MARKER: DS = TRIANGULATION STATION DISK
 FL1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1601_SP_SET: CONCRETE POST
 FL1601_STAMPING: SALT 1951
 FL1601_MARK LOGO: CGS   
 FL1601_PROJECTION: FLUSH
 FL1601_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1601+STABILITY: SURFACE MOTION
 FL1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1601+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 FL1601
 FL1601  HISTORY     - Date     Condition        Report By
 FL1601  HISTORY     - 1951     MONUMENTED       CGS
 FL1601  HISTORY     - 1956     GOOD             CGS
 FL1601  HISTORY     - 1984     GOOD             NGS
 FL1601  HISTORY     - 19840422 GOOD             NGS
 FL1601  HISTORY     - 20030922 GOOD             INDIV
 FL1601
 FL1601                          STATION DESCRIPTION
 FL1601
 FL1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1601'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 FL1601'66, ABOUT 5 MILES WEST OF LARK, 4-1/2 MILES EAST OF CONWAY,
 FL1601'52 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 66, 20 FEET
 FL1601'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS AND 8 FEET
 FL1601'SOUTHWEST OF A WHITE WITNESS POST.
 FL1601'
 FL1601'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 FL1601'HIGHWAY 117 IN CONWAY, GO EAST, ON U.S. HIGHWAY 66, FOR 4.0
 FL1601'MILES TO SIDE ROAD LEFT AND THE AZIMUTH MARK.  CONTINUE EAST,
 FL1601'ON U.S. HIGHWAY 66, FOR 0.45 MILE TO THE STATION.
 FL1601'
 FL1601'THE STATION MARK IS A STANDARD DISK, STAMPED SALT 1951, SET
 FL1601'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS
 FL1601'ABOUT FLUSH WITH THE GROUND.
 FL1601'
 FL1601'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SALT NO 1
 FL1601'1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1601'WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1601'AS THE STATION.  IT IS LOCATED 28 FEET NORTH OF THE CENTERLINE
 FL1601'OF U.S. HIGHWAY 66 AND 2 FEET SOUTH OF AN EAST-WEST FENCELINE.
 FL1601'
 FL1601'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED SALT
 FL1601'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1601'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1601'AS THE STATION.  IT IS LOCATED 52 FEET SOUTH OF THE CENTERLINE
 FL1601'OF U.S. HIGHWAY 66 AND 25 FEET NORTH OF THE NORTH RAIL OF THE
 FL1601'RAILROAD TRACKS.
 FL1601'
 FL1601'THE U.S. COAST AND GEODETIC SURVEY BENCH MARK IS A STANDARD DISK,
 FL1601'STAMPED 0-19 3442.980 1911, SCREWED ON THE TOP OF A 3 INCH
 FL1601'GALVANIZED PIPE WHICH PROJECTS ABOUT 12 INCHES AND IS ABOUT
 FL1601'8 INCHES HIGHER THAN THE STATION.  IT IS LOCATED 48 FEET
 FL1601'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 66, ABOUT 35 FEET
 FL1601'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS AND 6 FEET
 FL1601'SOUTH OF A TELEPHONE POLE.
 FL1601'
 FL1601'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SALT 1951, SET
 FL1601'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1601'ABOUT 2 INCHES.  IT IS LOCATED 45 FEET SOUTH OF THE CENTERLINE
 FL1601'OF U.S. HIGHWAY 66, ABOUT 28 FEET NORTH OF THE NORTH RAIL
 FL1601'OF THE RAILROAD TRACKS AND 28 FEET EAST OF TELEPHONE POLE 731.
 FL1601'
 FL1601'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 FL1601
 FL1601                          STATION RECOVERY (1956)
 FL1601
 FL1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1601'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1601'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT
 FL1601'S.H. 117 IS NOW S.H. 15.  NO ATTEMPT WAS MADE TO RECOVER
 FL1601'THE REFERENCE MARKS AND THE AZIMUTH MARK.
 FL1601
 FL1601                          STATION RECOVERY (1984)
 FL1601
 FL1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1601'36.5 KM (22.65 MI) WEST FROM JERICHO.
 FL1601'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1601'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 36.5 KM (22.65
 FL1601'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 15.8
 FL1601'M (51.8 FT) SOUTH OF THE CENTER OF A FRONTAGE ROAD, 13.9 M (45.6 FT)
 FL1601'EAST OF BENCH MARK O 19, AND 6.1 M (20.0 FT) NORTH OF THE NEAR RAIL.
 FL1601'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FL1601'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FL1601
 FL1601                          STATION RECOVERY (1984)
 FL1601
 FL1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 FL1601'THE STATION, RM 2 AND THE BENCH MARK WAS FOUND AS DESCRIBED.  THE
 FL1601'AZIMUTH MARK AND RM 1 WAS NOT FOUND.  THE DIRECTION TO THE BM DID NOT
 FL1601'CHECK.  A CHECK WAS MADE ON A SEPARATE DAY AND STILL NO CHECK WAS
 FL1601'MADE.  THE DIRECTION AND DISTANCE CHECKED TO RM 2.  AN AZIMUTH AND A
 FL1601'REFERENCE MARK WAS SET AT THIS TIME.  THE STATION IS LOCATED 8 KM
 FL1601'(4.95 MI) WEST OF LARK, 6.4 KM (3.95 MI) EAST OF CONWAY AND ALONG THE
 FL1601'SOUTH SIDE OF INTERSTATE HIGHWAY 40, ON THE SOUTH RIGHT-OF-WAY BETWEEN
 FL1601'A FENCE AND THE SOUTH SERVICE ROAD.  TO REACH FROM THE JUNCTION OF
 FL1601'INTERSTATE HIGHWAY 40 AND STATE HIGHWAY 207 IN CONWAY, GO SOUTH ON
 FL1601'STATE HIGHWAY 207 FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF U.S HIGHWAY
 FL1601'66, NOW A SERVICE ROAD, AND STATE HIGHWAY 207.  TURN LEFT AND GO EAST
 FL1601'ON STATE HIGHWAY 207 AND U.S HIGHWAY 66 FOR 1.6 KM (1.00 MI) TO THE
 FL1601'END OF U.S HIGHWAY 66, WHERE STATE HIGHWAY 207 TURNS SOUTH.  CONTINUE
 FL1601'EAST ON THE SERVICE ROAD FOR 4.48 KM (2.80 MI) TO THE AZIMUTH MARK ON
 FL1601'THE RIGHT AT A LONE TREE.  CONTINUE EAST ALONG THE SERVICE ROAD FOR
 FL1601'0.88 KM (0.55 MI) TO THE STATION ON THE RIGHT. STATION MARK,
 FL1601'STAMPED---SALT 1951---, IS A STANDARD DISK SET IN TOP OF A SQUARE
 FL1601'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 18.29 METERS (60.01 FT)
 FL1601'SOUTH OF THE CENTER OF THE SERVICE ROAD, 9.14 METERS (29.99 FT) NORTH
 FL1601'OF THE CENTER OF THE OLD RAILROAD BED AND 0.34 METERS (1.12 FT) EAST
 FL1601'OF A WITNESS POST.  BENCH MARK, STAMPED---0 19 3442.980 1911---, IS A
 FL1601'CGS DISK SET IN TOP OF A METAL PIPE THAT PROJECTS 0.8 FOOT (24.4 CM).
 FL1601'IT IS 17.68 METERS (58.01 FT) SOUTH OF THE CENTER OF THE SERVICE ROAD,
 FL1601'9.75 METERS (31.99 FT) NORTH OF THE CENTER OF THE OLD RAILROAD BED AND
 FL1601'0.43 METER (1.41 FT) EAST OF A WITNESS POST.  REFERENCE MARK 2,
 FL1601'STAMPED---SALT NO 2 1951---, IS A STANDARD DISK SET IN TOP OF A SQUARE
 FL1601'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 18.29 METERS (60.01 FT)
 FL1601'SOUTH OF THE CENTER OF THE SERVICE ROAD, 9.14 METERS (29.99 FT) NORTH
 FL1601'OF THE CENTER OF THE OLD RAILROAD BED AND 24.08 METERS (79.00 FT) EAST
 FL1601'OF A WITNESS POST. REFERENCE MARK 3, STAMPED---SALT NO 3 1985---IS A
 FL1601'STANDARD DISK SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 FL1601'GROUND.  IT IS 11.58 METERS (37.99 FT) SOUTH OF THE CENTER OF THE
 FL1601'SERVICE ROAD, 15.85 METERS (52.00 FT) NORTH OF THE CENTER OF THE OLD
 FL1601'RAILROAD BAD AND 10.06 METERS (33.01 FT) NORTHEAST OF A WITNESS POST.
 FL1601'AZIMUTH MARK, STAMPED---SALT 1951 NO 2 1985---IS A STANDARD DISK SET
 FL1601'IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 8.23
 FL1601'METERS (27.00 FT) SOUTH OF THE CENTER OF THE SERVICE ROAD, 7.32 METERS
 FL1601'(24.02 FT) EAST OF AN 18-INCH TREE AND 0.49 METER (1.61 FT)
 FL1601'EAST-NORTHEAST OF A WITNESS POST.
 FL1601
 FL1601                          STATION RECOVERY (2003)
 FL1601
 FL1601'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DGM)
 FL1601'RAILROAD AND TIES ARE GONE. AN EAST/WEST FENCE IS SOUTH 81 FEET.
 FL1601'STATION IS 48 FEET SOUTH OF SOUTH EDGE OF ACCESS ROAD OF I-40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1137 ***********************************************************************
 CU1137  DESIGNATION -  SALT
 CU1137  PID         -  CU1137
 CU1137  STATE/COUNTY-  TX/BORDEN
 CU1137  USGS QUAD   -  HOLLOWAY CANYON (1969)
 CU1137
 CU1137                         *CURRENT SURVEY CONTROL
 CU1137  ___________________________________________________________________
 CU1137* NAD 83(1993)-  32 47 22.19838(N)    101 35 50.99555(W)     ADJUSTED  
 CU1137* NAVD 88     -       915.     (meters)    3002.     (feet)  SCALED    
 CU1137  ___________________________________________________________________
 CU1137  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 CU1137  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 CU1137
 CU1137  HORZ ORDER  -  SECOND
 CU1137
 CU1137.The horizontal coordinates were established by classical geodetic methods
 CU1137.and adjusted by the National Geodetic Survey in February 1996..
 CU1137
 CU1137.The orthometric height was scaled from a topographic map.
 CU1137
 CU1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1137
 CU1137.The geoid height was determined by GEOID03.
 CU1137
 CU1137;                    North         East     Units Scale Factor Converg.
 CU1137;SPC TXNC     - 2,128,787.534   309,919.332   MT  0.99988303   -1 41 21.7
 CU1137;SPC TXNC     - 6,984,197.10  1,016,793.68   sFT  0.99988303   -1 41 21.7
 CU1137;UTM  14      - 3,630,938.620   256,743.218   MT  1.00032971   -1 24 26.6
 CU1137
 CU1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1137!SPC TXNC     -   0.99986021  x   0.99988303  =   0.99974325
 CU1137!UTM  14      -   0.99986021  x   1.00032971  =   1.00018987
 CU1137
 CU1137|---------------------------------------------------------------------|
 CU1137| PID    Reference Object                     Distance      Geod. Az  |
 CU1137|                                                           dddmmss.s |
 CU1137| CI0403 SALT RM 1                            24.372 METERS 16258     |
 CU1137| CI0404 SALT RM 2                            22.205 METERS 29515     |
 CU1137| CI0402 SALT AZ MK                                         3190945.9 |
 CU1137|---------------------------------------------------------------------|
 CU1137
 CU1137                          SUPERSEDED SURVEY CONTROL
 CU1137
 CU1137  NAD 83(1986)-  32 47 22.20554(N)    101 35 50.98724(W) AD(       ) 2
 CU1137  NAD 27      -  32 47 21.83002(N)    101 35 49.48837(W) AD(       ) 2
 CU1137
 CU1137.Superseded values are not recommended for survey control.
 CU1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1137.See file dsdata.txt to determine how the superseded data were derived.
 CU1137
 CU1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB5674330939(NAD 83)
 CU1137_MARKER: DS = TRIANGULATION STATION DISK
 CU1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1137
 CU1137  HISTORY     - Date     Condition        Report By
 CU1137  HISTORY     - 1968     MONUMENTED       CGS
 CU1137
 CU1137                          STATION DESCRIPTION
 CU1137
 CU1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1137'STATION IS LOCATED ABOUT 20 MILES EAST-NORTHEAST OF LAMESA, 18
 CU1137'MILES SOUTHEAST OF O DONNELL AND 8 MILES WEST-NORTHWEST OF GAIL ON
 CU1137'THE SOUTH END OF A CAPROCK ON PROPERTY OWNED BY MRS. OPHELIA
 CU1137'BLACKARD.
 CU1137'
 CU1137'TO REACH FROM THE BORDEN COUNTY COURTHOUSE IN GAIL, GO WEST ON
 CU1137'U.S. HIGHWAY 180 FOR 6 MILES TO A ROAD SIDE PARK, CONTINUE FOR 1.5
 CU1137'MILES TO FARM ROAD 1054, TURN RIGHT AND GO NORTH ON FARM ROAD 1054
 CU1137'FOR 3.5 MILES TO A LOCKED WIRE GATE ON LEFT, TURN LEFT, PASS
 CU1137'THROUGH GATE AND FOLLOW TRACK SOUTHWESTERLY FOR 0.9 MILE TO A OLD
 CU1137'FENCE LINE, CONTINUE FOR 0.4 MILE TO FORK, KEEP RIGHT AND GO 0.3
 CU1137'MILE TO A NORTH-SOUTH FENCE AND THE AZIMUTH MARK, BEAR LEFT AND
 CU1137'FOLLOW ALONG FENCE FOR 0.25 MILE TO STATION.
 CU1137'
 CU1137'STATION MARK, A STANDARD DISK STAMPED SALT 1968, IS SET IN THE TOP
 CU1137'OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  THE MARK IS 31.2
 CU1137'FEET EAST OF WITNESS POST AND FENCE.
 CU1137'
 CU1137'REFERENCE MARK 1, A STANDARD DISK STAMPED SALT NO 1 1968, IS SET
 CU1137'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  THE
 CU1137'MARK IS 74.3 FEET SOUTH OF WITNESS POST AND 1 FOOT EAST OF FENCE.
 CU1137'
 CU1137'REFERENCE MARK 2, A STANDARD DISK STAMPED SALT NO 2 1968, IS SET
 CU1137'IN TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  THE MARK IS
 CU1137'65.5 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF FENCE.
 CU1137'
 CU1137'AZIMUTH MARK, A STANDARD DISK STAMPED SALT 1968, IS SET IN THE TOP
 CU1137'OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  THE MARK IS 1.7
 CU1137'FEET SOUTH OF WITNESS POST AND 1 FOOT EAST OF FENCE.
 CU1137'
 CU1137'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1187 ***********************************************************************
 AH1187  DESIGNATION -  SALT 1934
 AH1187  PID         -  AH1187
 AH1187  STATE/COUNTY-  TX/SAN PATRICIO
 AH1187  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1187
 AH1187                         *CURRENT SURVEY CONTROL
 AH1187  ___________________________________________________________________
 AH1187* NAD 83(1993)-  27 52 13.98302(N)    097 09 38.13236(W)     ADJUSTED  
 AH1187* NAVD 88     -         1.6    (meters)       5.     (feet)  VERT ANG  
 AH1187  ___________________________________________________________________
 AH1187  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AH1187  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH1187
 AH1187  HORZ ORDER  -  THIRD
 AH1187
 AH1187.The horizontal coordinates were established by classical geodetic methods
 AH1187.and adjusted by the National Geodetic Survey in February 1996..
 AH1187
 AH1187.The orthometric height was determined by vertical angle observations.
 AH1187
 AH1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1187
 AH1187.The geoid height was determined by GEOID03.
 AH1187
 AH1187;                    North         East     Units Scale Factor Converg.
 AH1187;SPC TX S     - 5,244,881.527   431,902.539   MT  1.00000963   +0 36 29.2
 AH1187;SPC TX S     -17,207,582.14  1,417,000.25   sFT  1.00000963   +0 36 29.2
 AH1187;SPC TXSC     - 4,005,549.888   781,169.662   MT  1.00018662   +0 54 04.1
 AH1187;SPC TXSC     -13,141,541.59  2,562,887.47   sFT  1.00018662   +0 54 04.1
 AH1187;UTM  14      - 3,084,221.923   681,088.505   MT  1.00000477   +0 51 36.4
 AH1187
 AH1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1187!SPC TX S     -   1.00000391  x   1.00000963  =   1.00001354
 AH1187!SPC TXSC     -   1.00000391  x   1.00018662  =   1.00019053
 AH1187!UTM  14      -   1.00000391  x   1.00000477  =   1.00000868
 AH1187
 AH1187:                Primary Azimuth Mark                     Grid Az
 AH1187:SPC TX S     -  ARANSAS PASS LIGHTHOUSE                  093 18 49.4
 AH1187:SPC TXSC     -  ARANSAS PASS LIGHTHOUSE                  093 01 14.5
 AH1187:UTM  14      -  ARANSAS PASS LIGHTHOUSE                  093 03 42.2
 AH1187
 AH1187|---------------------------------------------------------------------|
 AH1187| PID    Reference Object                     Distance      Geod. Az  |
 AH1187|                                                           dddmmss.s |
 AH1187| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX.10.3 KM 0935518.6 |
 AH1187| AH1165 CORPUS CHRISTI CHAN LIGHT 2         APPROX. 8.4 KM 1130736.2 |
 AH1187| AH1138 CORPUS CHRISTI CHAN LIGHT 1         APPROX. 8.5 KM 1140222.8 |
 AH1187| AH1144 CORPUS CHRISTI CHAN LIGHT 8         APPROX. 6.7 KM 1240349.5 |
 AH1187| AH1145 CORPUS CHRISTI CHAN LIGHT 7         APPROX. 6.8 KM 1250257.8 |
 AH1187| AH1180 CORPUS CHRI CHAN LT 14 BCN 2        APPROX. 5.4 KM 1411024.9 |
 AH1187| AH1171 CORPUS CHRISTI CHAN LIGHT 13        APPROX. 5.6 KM 1414830.5 |
 AH1187| AH1188 CORPUS CHRISTI CHAN LIGHT 19        APPROX. 5.0 KM 1654850.1 |
 AH1187| AH1189 CORPUS CHRISTI CHAN LIGHT 20        APPROX. 4.8 KM 1655824.8 |
 AH1187| AH1190 CORPUS CHRISTI CHAN LIGHT 25        APPROX. 5.4 KM 1894815.9 |
 AH1187| AH1191 CORPUS CHRISTI CHAN LIGHT 26        APPROX. 5.2 KM 1905232.3 |
 AH1187| AH1192 CORPUS CHRISTI CHAN LIGHT 32        APPROX. 6.3 KM 2074240.6 |
 AH1187| AH1178 CORPUS CHRI CHAN LT 31 BCN 11       APPROX. 6.5 KM 2083127.6 |
 AH1187| AH1198 INGLESIDE MUNICIPAL TANK            APPROX. 5.3 KM 2820908.3 |
 AH1187|---------------------------------------------------------------------|
 AH1187
 AH1187                          SUPERSEDED SURVEY CONTROL
 AH1187
 AH1187  NAD 83(1986)-  27 52 13.98924(N)    097 09 38.10783(W) AD(       ) 3
 AH1187  NAD 27      -  27 52 12.90000(N)    097 09 37.14700(W) AD(       ) 3
 AH1187
 AH1187.Superseded values are not recommended for survey control.
 AH1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1187.See file dsdata.txt to determine how the superseded data were derived.
 AH1187
 AH1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8108984222(NAD 83)
 AH1187_MARKER: DS = TRIANGULATION STATION DISK
 AH1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1187_SP_SET: SQUARE CONCRETE MONUMENT
 AH1187_STAMPING: SALT 1933
 AH1187_MARK LOGO: CGS   
 AH1187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1187+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1989
 AH1187
 AH1187  HISTORY     - Date     Condition        Report By
 AH1187  HISTORY     - 1934     MONUMENTED       CGS
 AH1187  HISTORY     - 1934     GOOD             CGS
 AH1187  HISTORY     - 1949     GOOD             CGS
 AH1187  HISTORY     - 1951     GOOD             SUNOCO
 AH1187  HISTORY     - 1962     GOOD             SHELL
 AH1187  HISTORY     - 1969     GOOD             CGS
 AH1187  HISTORY     - 1982     GOOD             LOCENG
 AH1187  HISTORY     - 19890215 GOOD             NOS
 AH1187  HISTORY     - 19891019 GOOD             NOS
 AH1187  HISTORY     - 19950610 GOOD             USPSQD
 AH1187
 AH1187                          STATION DESCRIPTION
 AH1187
 AH1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1187'STATION IS LOCATED ABOUT 2 MILES S OF ARANSAS PASS, ON THE
 AH1187'N SHORE OF REDFISH BAY.  IT IS 20 METERS NW OF HIGH-WATER
 AH1187'LINE OF BAY, 17 METERS NW OF FENCE EXTENDING PARALLEL TO THE
 AH1187'BAY SHORE, 35 METERS SE OF ANOTHER FENCE LEADING NE AND SW,
 AH1187'AND 5 METERS NE OF NE END OF ROW OF SMALL SALT CEDARS ABOUT
 AH1187'50 METERS LONG, LEADING NE AND SW.
 AH1187'
 AH1187'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1187'NO REFERENCE MARK WAS SET.
 AH1187'
 AH1187'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--ARANSAS
 AH1187'PASS MUNICIPAL WATER TANK, 5 DEG.  PORT ARANSAS, WATER TANK,
 AH1187'95 DEG.  CORPUS CHRISTI CHANNEL BEACON 4, 153 DEG.
 AH1187'
 AH1187'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AH1187
 AH1187                          STATION RECOVERY (1934)
 AH1187
 AH1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AH1187'RECOVERED IN GOOD CONDITION.
 AH1187
 AH1187                          STATION RECOVERY (1949)
 AH1187
 AH1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1187'STATION RECOVERED IN GOOD CONDITION.  FENCES REFERRED TO
 AH1187'IN FORMER DESCRIPTION NO LONGER EXIST.  REVISED DESCRIPTION
 AH1187'FOLLOWS--
 AH1187'
 AH1187'STATION IS LOCATED ABOUT 2 MILES S OF ARANSAS PASS, ON THE
 AH1187'N SHORE OF REDFISH BAY, 0.7 MILE SE OF A ROAD AND RAILROAD
 AH1187'CROSSING, 175.0 FEET NW OF THE HIGH-WATER LINE, 24.0 FEET
 AH1187'NE OF AN IRON PIPE SET IN A 1-FOOT ROUND CONCRETE MONUMENT
 AH1187'AT THE NE END OF A ROW OF SMALL SALT CEDARS PARALLELING
 AH1187'THE SHORE, AND 60.5 FEET NE OF A CATTLE LOADING RAMP.
 AH1187'
 AH1187'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 10-INCH
 AH1187'SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND STAMPED
 AH1187'SALT 1933.
 AH1187
 AH1187                          STATION RECOVERY (1951)
 AH1187
 AH1187'RECOVERY NOTE BY SUN OIL COMPANY 1951
 AH1187'STATION IS COVERED WITH 6 INCHES OF SAND AND IS IN GOOD CONDITION.
 AH1187
 AH1187                          STATION RECOVERY (1962)
 AH1187
 AH1187'RECOVERY NOTE BY SHELL OIL COMPANY 1962 (JCE)
 AH1187'STATION RECOVERED IN GOOD CONDITION.  MUCH OF THE ORIGINAL
 AH1187'INFORMATION HAS DISAPPEARED.  CEDARS AND PIPE STILL REMAIN.
 AH1187'STATION IS NOW LOCATED 15 FEET SOUTH OF A SALT WATER CANAL
 AH1187'AND NORTH 49 DEG 30 MIN WEST APPROXIMATELY 235 FEET FROM
 AH1187'CHANNEL BEACON NO. 50.
 AH1187
 AH1187                          STATION RECOVERY (1969)
 AH1187
 AH1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1187'THE STATION WAS VISITED AND THE STATION MARK RECOVERED IN
 AH1187'GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 AH1187'
 AH1187'THE STATION IS LOCATED ON THE WEST SHORE OF REDFISH BAY,
 AH1187'JUST SOUTH OF THE MOUTH OF A CANAL, 2-1/2 MILES SOUTH-SOUTHWEST
 AH1187'OF ARANSAS PASS AND 3-1/2 MILES EAST-SOUTHEAST OF INGLESIDE.
 AH1187'
 AH1187'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AH1187'35 AND 361 AND FARM ROAD 632 (ALSO CORNER OF E. GOODNIGHT
 AH1187'AND S. COMMERCIAL STREETS) AT THE APPROXIMATE CENTER OF THE
 AH1187'BUSINESS DISTRICT OF ARANSAS PASS, GO SOUTH-SOUTHWEST ON
 AH1187'FARM ROAD 632 (S. COMMERCIAL ST.) FOR 1.95 MILES TO SIDE
 AH1187'ROAD LEFT, TURN LEFT AND GO SOUTH-SOUTHWEST ON FARM ROAD
 AH1187'2725 FOR 0.15 TO RAILROAD CROSSING CONTINUE AHEAD FOR 0.5
 AH1187'MILE TO CROSS ROAD, PAVED ROAD TO THE RIGHT, TURN LEFT AND
 AH1187'GO SOUTH-SOUTHEAST AND EAST ON SHELL ROAD FOR 0.35 MILE TO
 AH1187'THE END OF THE ROAD AT SAND HOLDING TANK AND END OF TRUCK
 AH1187'TRAVEL.  PACK EAST 1/4 MILE TO SHORE AT BEACON AND STATION.
 AH1187'
 AH1187'THE STATION MARK, A STANDARD DISK STAMPED SALT 1933 SET IN
 AH1187'THE TOP OF 12 INCH SQUARE CONCRETE POST THAT IS FLUSH, IS
 AH1187'270.4 FEET FROM THE NORTHWEST CORNER OF PLATFORM SUPPORTING
 AH1187'BEACON NO. 50 ON TRUE BEARING OF 310 DEG, 22 FEET SOUTH OF
 AH1187'EDGE OF CANAL AND 2 FEET EAST OF WITNESS POST AND SIGN.
 AH1187'
 AH1187'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2
 AH1187'MILES SOUTHERLY OF ARANSAS PASS
 AH1187
 AH1187                          STATION RECOVERY (1982)
 AH1187
 AH1187'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (MB)
 AH1187'SALT - 1934 RECOVERED EXCELLENT.
 AH1187'
 AH1187'NOTE STATION WILL BE DESTROYED SHORTLY, BY PLANNED CONSTRUCTION.
 AH1187'PLEASE MOVE STATION A.S.A.P.
 AH1187'
 AH1187'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI. SOUTH OF ARANSAS
 AH1187'PASS, TEXAS.
 AH1187
 AH1187                          STATION RECOVERY (1989)
 AH1187
 AH1187'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1187'THE STATION IS LOCATED ON THE W SHORE OF REDFISH BAY, JUST S OF THE
 AH1187'MOUTH OF A CANAL, 2.5 MI SSW OF ARANSAS PASS AND 3.5 MI ESE OF
 AH1187'INGLESIDE.
 AH1187'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 35 AND 361 AND
 AH1187'FARM ROAD 632 (ALSO CORNER OF E GOODNIGHT AND S COMMERCIAL STREETS) AT
 AH1187'THE APPROXIMATE CENTER OF THE BUSINESS DISTRICT OF ARANSAS PASS, GO
 AH1187'SSW ON FARM ROAD 632 (S COMMERCIAL ST) FOR 1.95 MI TO SIDE ROAD LEFT,
 AH1187'TURN LEFT AND GO SSW ON FARM ROAD 2725 FOR 0.15 MI TO RAILROAD
 AH1187'CROSSING CONTINUE AHEAD FOR 0.5 MI TO CROSS ROAD, PAVED ROAD TO THE
 AH1187'RIGHT, TURN LEFT AND GO SSE AND E ON SHELL ROAD FOR 0.35 MI TO THE END
 AH1187'OF THE ROAD AT SAND HOLDING TANK AND END OF TRUCK TRAVEL.  PACK E 0.25
 AH1187'MI TO SHORE AT BEACON AND STATION.
 AH1187'THE STATION IS A BRONZE DISK SET IN THE TOP OF A 12 IN SQUARE CONCRETE
 AH1187'POST THAT IS FLUSH, 82.4 M (270.3 FT) FROM THE NW CORNER OF PLATFORM
 AH1187'SUPPORTING BEACON NO. 50 ON TRUE BEARING 310 DEGREES, 6.7 M (22.0 FT)
 AH1187'S OF EDGE OF CANAL AND 0.61 M (2.0 FT) E OF WITNESS POST AND SIGN.
 AH1187
 AH1187                          STATION RECOVERY (1989)
 AH1187
 AH1187'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1187'RECOVERED AS DESCRIBED.  THE STATIONS GEODETIC POSITION WAS VERIFIED
 AH1187'AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1187
 AH1187                          STATION RECOVERY (1995)
 AH1187
 AH1187'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2274 ***********************************************************************
 AN2274  DESIGNATION -  SALURIA COAST GUARD CUPOLA
 AN2274  PID         -  AN2274
 AN2274  STATE/COUNTY-  TX/CALHOUN
 AN2274  USGS QUAD   -  PORT O'CONNOR (1973)
 AN2274
 AN2274                         *CURRENT SURVEY CONTROL
 AN2274  ___________________________________________________________________
 AN2274* NAD 83(1993)-  28 23 57.01707(N)    096 24 25.31395(W)     ADJUSTED  
 AN2274* NAVD 88     -                                                        
 AN2274  ___________________________________________________________________
 AN2274  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AN2274  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AN2274
 AN2274  HORZ ORDER  -  THIRD
 AN2274
 AN2274.The horizontal coordinates were established by classical geodetic methods
 AN2274.and adjusted by the National Geodetic Survey in February 1996..
 AN2274
 AN2274
 AN2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2274
 AN2274.The geoid height was determined by GEOID03.
 AN2274
 AN2274;                    North         East     Units Scale Factor Converg.
 AN2274;SPC TXSC     - 4,065,529.443   854,081.218   MT  0.99999549   +1 16 13.2
 AN2274;SPC TXSC     -13,338,324.51  2,802,098.13   sFT  0.99999549   +1 16 13.2
 AN2274;UTM  14      - 3,144,157.227   754,049.366   MT  1.00039662   +1 14 02.1
 AN2274
 AN2274                          SUPERSEDED SURVEY CONTROL
 AN2274
 AN2274  NAD 83(1986)-  28 23 57.02336(N)    096 24 25.29601(W) AD(       ) 4
 AN2274  NAD 27      -  28 23 56.00800(N)    096 24 24.39600(W) AD(       ) 3
 AN2274
 AN2274.Superseded values are not recommended for survey control.
 AN2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2274.See file dsdata.txt to determine how the superseded data were derived.
 AN2274
 AN2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5404944157(NAD 83)
 AN2274_MARKER: 86 = CUPOLA
 AN2274
 AN2274  HISTORY     - Date     Condition        Report By
 AN2274  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2274  HISTORY     - 1943     GOOD             USE
 AN2274  HISTORY     - 1948     GOOD             CGS
 AN2274  HISTORY     - 1959     GOOD             DOWCO
 AN2274  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2274  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2274
 AN2274                          STATION DESCRIPTION
 AN2274
 AN2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2274'STATION IS LOCATED ABOUT 3 MILES S FROM PORT O CONNOR, ON
 AN2274'MATAGORDA ISLAND.  IT IS SITUATED AT THE MOST N END OF THE ISLAND
 AN2274'JUST S OF MC HENRYS BAYOU.
 AN2274'
 AN2274'THE STATION IS A LARGE SQUARE BUILDING SET ON PILING AND
 AN2274'SURMOUNTED BY A SQUARE WATCH TOWER.  THE FINIAL ON THIS TOWER
 AN2274'WAS THE POINT OBSERVED.  THERE ARE NO MARKS.
 AN2274
 AN2274                          STATION RECOVERY (1943)
 AN2274
 AN2274'RECOVERY NOTE BY US ENGINEERS 1943
 AN2274'STATION IN GOOD CONDITION.  A LARGE BOATHOUSE HAS BEEN BUILT
 AN2274'TO THE W OF THE STATION BUT THERE SHOULD BE NO CONFUSION AS IT
 AN2274'HAS NO SHARP PEAK LIKE THE CUPOLA.
 AN2274
 AN2274                          STATION RECOVERY (1948)
 AN2274
 AN2274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2274'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--
 AN2274'
 AN2274'1.  STATION IS ON THE S SIDE OF SALURIA BAYOU.
 AN2274
 AN2274                          STATION RECOVERY (1959)
 AN2274
 AN2274'RECOVERY NOTE BY DOW CHEMICAL COMPANY 1959 (EWM)
 AN2274'STATION WAS RECOVERED AS DESCRIBED.
 AN2274
 AN2274                          STATION RECOVERY (1969)
 AN2274
 AN2274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2274'THE STATION WAS NOT VISITED BUT WAS REPORTED TO BE IN GOOD
 AN2274'CONDITION AT THE PRESENT TIME.  MR. JOE HAWES, WHO LEASES
 AN2274'THE SURROUNDING RANGELAND, STATED THAT THE OLD COAST GUARD
 AN2274'STATION IS TO BE TORN DOWN SOON.
 AN2274'
 AN2274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 AN2274'SOUTH OF PORT O CONNOR.
 AN2274
 AN2274                          STATION RECOVERY (1998)
 AN2274
 AN2274'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0267 ***********************************************************************
 CU0267  DESIGNATION -  SAM
 CU0267  PID         -  CU0267
 CU0267  STATE/COUNTY-  TX/TAYLOR
 CU0267  USGS QUAD   -  SHEP (1987)
 CU0267
 CU0267                         *CURRENT SURVEY CONTROL
 CU0267  ___________________________________________________________________
 CU0267* NAD 83(1993)-  32 13 42.00321(N)    100 03 10.63481(W)     ADJUSTED  
 CU0267* NAVD 88     -       752.823  (meters)    2469.89   (feet)  ADJUSTED  
 CU0267  ___________________________________________________________________
 CU0267  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CU0267  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CU0267  DYNAMIC HT  -         751.818 (meters)    2466.59  (feet)  COMP
 CU0267  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 CU0267
 CU0267  HORZ ORDER  -  SECOND
 CU0267  VERT ORDER  -  SECOND    CLASS 0
 CU0267
 CU0267.The horizontal coordinates were established by classical geodetic methods
 CU0267.and adjusted by the National Geodetic Survey in February 1996..
 CU0267
 CU0267.The orthometric height was determined by differential leveling
 CU0267.and adjusted by the National Geodetic Survey in June 1991..
 CU0267
 CU0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0267
 CU0267.The geoid height was determined by GEOID03.
 CU0267
 CU0267.The dynamic height is computed by dividing the NAVD 88
 CU0267.geopotential number by the normal gravity value computed on the
 CU0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0267.degrees latitude (g = 980.6199 gals.).
 CU0267
 CU0267.The modeled gravity was interpolated from observed gravity values.
 CU0267
 CU0267;                    North         East     Units Scale Factor Converg.
 CU0267;SPC TXNC     - 2,063,366.655   453,630.297   MT  0.99997504   -0 50 49.1
 CU0267;SPC TXNC     - 6,769,562.10  1,488,285.40   sFT  0.99997504   -0 50 49.1
 CU0267;SPC TX C     - 3,284,032.000   726,430.949   MT  1.00011092   +0 08 39.9
 CU0267;SPC TX C     -10,774,361.65  2,383,298.87   sFT  1.00011092   +0 08 39.9
 CU0267;UTM  14      - 3,566,231.481   400,787.694   MT  0.99972138   -0 33 41.7
 CU0267
 CU0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0267!SPC TXNC     -   0.99988594  x   0.99997504  =   0.99986098
 CU0267!SPC TX C     -   0.99988594  x   1.00011092  =   0.99999685
 CU0267!UTM  14      -   0.99988594  x   0.99972138  =   0.99960735
 CU0267
 CU0267|---------------------------------------------------------------------|
 CU0267| PID    Reference Object                     Distance      Geod. Az  |
 CU0267|                                                           dddmmss.s |
 CU0267| CU0269 SAM RM 1                             28.782 METERS 05915     |
 CU0267| CU0266 SAM AZ MK                           APPROX. 1.0 KM 1525509.6 |
 CU0267| CU0268 SAM RM 2                             25.463 METERS 16140     |
 CU0267|---------------------------------------------------------------------|
 CU0267
 CU0267                          SUPERSEDED SURVEY CONTROL
 CU0267
 CU0267  NAD 83(1986)-  32 13 42.00912(N)    100 03 10.62268(W) AD(       ) 2
 CU0267  NAD 27      -  32 13 41.53670(N)    100 03 09.28160(W) AD(       ) 2
 CU0267  NGVD 29 (??/??/92)  752.634  (m)         2469.27   (f) ADJ UNCH    2 0
 CU0267
 CU0267.Superseded values are not recommended for survey control.
 CU0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0267.See file dsdata.txt to determine how the superseded data were derived.
 CU0267
 CU0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0078866231(NAD 83)
 CU0267_MARKER: DS = TRIANGULATION STATION DISK
 CU0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0267_STAMPING: SAM 1961
 CU0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0267+STABILITY: SURFACE MOTION
 CU0267
 CU0267  HISTORY     - Date     Condition        Report By
 CU0267  HISTORY     - 1961     MONUMENTED       CGS
 CU0267  HISTORY     - 1961     GOOD             CGS
 CU0267  HISTORY     - 1961     GOOD             CGS
 CU0267
 CU0267                          STATION DESCRIPTION
 CU0267
 CU0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0267'THE STATION IS APPROXIMATELY 12-1/2 MILES SOUTHWEST OF VIEW,
 CU0267'8 MILES NORTHEAST OF SHEP AND 1/2 MILE NORTHWEST OF U.S.
 CU0267'HIGHWAY 277.  THE STATION IS IN A PASTURE ON THE HIGHEST
 CU0267'POINT IN THE VICINITY, ON PROPERTY OF MR. SAM COX.
 CU0267'
 CU0267'TO REACH THE STATION FROM THE OVERPASS IN VIEW, GO SOUTHWEST
 CU0267'ON U.S. HIGHWAY 277 FOR 5.35 MILES TO A SIGN ON THE RIGHT
 CU0267'U.S. ARMY NIKE SITE AND A SIDE ROAD RIGHT.  CONTINUE ON
 CU0267'HIGHWAY 277 FOR 2.0 MILES TO ANOTHER SIGN U.S. ARMY NIKE SITE
 CU0267'AND A SIDE ROAD RIGHT.  CONTINUE SOUTH ON HIGHWAY 277 FOR 1.9
 CU0267'MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE SOUTHWEST ON
 CU0267'HIGHWAY 277 FOR 4.5 MILES TO A SIDE ROAD, CATTLE GUARD AND
 CU0267'AZIMUTH MARK ON THE LEFT AND A BOARD GATE ON THE RIGHT.  TURN
 CU0267'RIGHT PASSING THROUGH THE BOARD GATE AND GO WEST AND
 CU0267'NORTHWEST ON TRACK ROAD KEEPING TO THE LEFT (SOUTH) OF A
 CU0267'SMALL WHITE HOUSE (HOME OF MR. WHITE) FOR 0.55 MILES TO A
 CU0267'DIM TRACK ROAD RIGHT.  TURN RIGHT, NORTH, FOR 0.1 MILE TO
 CU0267'THE STATION.
 CU0267'
 CU0267'STATION MARKS ARE STANDARD DISKS STAMPED SAM 1961.  THE SURFACE
 CU0267'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CU0267'IT IS 2 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 CU0267'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 CU0267'THE SURFACE OF THE GROUND.
 CU0267'
 CU0267'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SAM NO 1 1961,
 CU0267'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CU0267'IT IS 97 FEET NORTHEAST OF THE METAL WITNESS POST.
 CU0267'
 CU0267'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SAM NO 2 1961,
 CU0267'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CU0267'IT IS 85 FEET SOUTHEAST OF THE METAL WITNESS POST.
 CU0267'
 CU0267'AZIMUTH MARK, A STANDARD DISK STAMPED SAM 1961, IS SET IN A
 CU0267'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 61 FEET
 CU0267'EAST OF THE CENTER LINE OF U.S. HIGHWAY 277, 40 FEET SOUTHWEST
 CU0267'OF THE CENTER OF A CATTLE GUARD, 25 FEET SOUTH OF THE CENTER
 CU0267'OF A GRAVEL ROAD AND 3 FEET NORTHEAST OF A METAL WITNESS POST.
 CU0267'
 CU0267'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CU0267'
 CU0267'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CU0267
 CU0267                          STATION RECOVERY (1961)
 CU0267
 CU0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CU0267'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CU0267'FOUND IN GOOD CONDITION.  THE TO REACH FOR THE STATION AND
 CU0267'THE AZIMUTH MARK WERE FOUND TO BE COMPLETELY ADEQUATE.  THE
 CU0267'DIRECTIONS AND MEASUREMENTS WERE CHECKED IN THE FIELD AND
 CU0267'WERE ACCURATE.
 CU0267
 CU0267                          STATION RECOVERY (1961)
 CU0267
 CU0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CU0267'14.05 MI SW FROM VIEW.
 CU0267'13.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0267'AT VIEW, THENCE 0.65 MILE NORTHWEST ALONG TRACK ROAD, 2 FEET EAST OF A
 CU0267'WITNESS POST, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES
 CU0267'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8399 ***********************************************************************
 AH8399  DESIGNATION -  SAM
 AH8399  PID         -  AH8399
 AH8399  STATE/COUNTY-  TX/ARANSAS
 AH8399  USGS QUAD   -  ESTES (1975)
 AH8399
 AH8399                         *CURRENT SURVEY CONTROL
 AH8399  ___________________________________________________________________
 AH8399* NAD 83(1993)-  27 55 28.62334(N)    097 07 27.79510(W)     ADJUSTED  
 AH8399* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 AH8399  ___________________________________________________________________
 AH8399  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH8399  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AH8399
 AH8399  HORZ ORDER  -  THIRD
 AH8399
 AH8399.The horizontal coordinates were established by classical geodetic methods
 AH8399.and adjusted by the National Geodetic Survey in August 1998..
 AH8399
 AH8399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8399
 AH8399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8399
 AH8399.The geoid height was determined by GEOID03.
 AH8399
 AH8399;                    North         East     Units Scale Factor Converg.
 AH8399;SPC TXSC     - 4,011,598.361   784,639.192   MT  1.00016323   +0 55 08.0
 AH8399;SPC TXSC     -13,161,385.62  2,574,270.42   sFT  1.00016323   +0 55 08.0
 AH8399;UTM  14      - 3,090,266.951   684,561.764   MT  1.00002045   +0 52 43.0
 AH8399
 AH8399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8399!SPC TXSC     -   1.00000219  x   1.00016323  =   1.00016542
 AH8399!UTM  14      -   1.00000219  x   1.00002045  =   1.00002264
 AH8399
 AH8399                          SUPERSEDED SURVEY CONTROL
 AH8399
 AH8399  NGVD 29 (08/21/98)   12.8    (m)           42.     (f) VERT ANG       
 AH8399
 AH8399.Superseded values are not recommended for survey control.
 AH8399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8399.See file dsdata.txt to determine how the superseded data were derived.
 AH8399
 AH8399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8456290267(NAD 83)
 AH8399_MARKER: 51 = TANK
 AH8399
 AH8399  HISTORY     - Date     Condition        Report By
 AH8399  HISTORY     - 1989     FIRST OBSERVED   NOS
 AH8399
 AH8399                          STATION DESCRIPTION
 AH8399
 AH8399'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8399'THE STATION IS LOCATED 1.8 MILE NORTH FROM ARANSAS PASS, ALONG THE NW
 AH8399'BANK OF THE INTERCOASTAL WATERWAY. TO REACH THE STATION FROM THE
 AH8399'INTERSECTION OF TEXAS HIGHWAY 35 BYPASS AND BUSINESS 35 NEAR THE NORTH
 AH8399'SIDE OF ARANSAS PASS GO NE FOR 1.3 MILE FOLLOWING 35 BYPASS TO THE
 AH8399'ENTRANCE TO A OIL TANK FARM.  TURN RIGHT INTO THE TANK FARM AND GO SE
 AH8399'FOR 0.1 MILE TO A GATE AND A GUARD HOUSE. AFTER OBTAINING PERMISSION
 AH8399'CONTINUE ON SE TO THE AREA OF THE LAST STORAGE TANK ON THE LEFT. CLIMB
 AH8399'STAIRS TO THE TOP OF THE TANK AND THE STATION. THE STATION IS THE
 AH8399'HIGHEST VERTICAL POINT OF THE CONICAL ROOF OF THE MOST EASTERLY TANK
 AH8399'WITHIN A TANK FARM. DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2267 ***********************************************************************
 BL2267  DESIGNATION -  SAM 2
 BL2267  PID         -  BL2267
 BL2267  STATE/COUNTY-  TX/WALKER
 BL2267  USGS QUAD   -  HUNTSVILLE (1976)
 BL2267
 BL2267                         *CURRENT SURVEY CONTROL
 BL2267  ___________________________________________________________________
 BL2267* NAD 83(1993)-  30 42 49.35766(N)    095 32 58.93838(W)     ADJUSTED  
 BL2267* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 BL2267  ___________________________________________________________________
 BL2267  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BL2267  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL2267
 BL2267  HORZ ORDER  -  THIRD
 BL2267
 BL2267.The horizontal coordinates were established by classical geodetic methods
 BL2267.and adjusted by the National Geodetic Survey in February 1996..
 BL2267.No horizontal observational check was made to the station.
 BL2267
 BL2267.The orthometric height was scaled from a topographic map.
 BL2267
 BL2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2267
 BL2267.The geoid height was determined by GEOID03.
 BL2267
 BL2267;                    North         East     Units Scale Factor Converg.
 BL2267;SPC TX C     - 3,125,919.763 1,158,026.405   MT  0.99989427   +2 27 49.9
 BL2267;SPC TX C     -10,255,621.76  3,799,291.63   sFT  0.99989427   +2 27 49.9
 BL2267;UTM  15      - 3,400,650.583   255,826.717   MT  1.00033554   -1 18 10.5
 BL2267
 BL2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2267!SPC TX C     -   0.99998101  x   0.99989427  =   0.99987528
 BL2267!UTM  15      -   0.99998101  x   1.00033554  =   1.00031654
 BL2267
 BL2267                          SUPERSEDED SURVEY CONTROL
 BL2267
 BL2267  NAD 83(1986)-  30 42 49.36947(N)    095 32 58.92157(W) AD(       ) 3
 BL2267  NAD 27      -  30 42 48.67600(N)    095 32 58.12500(W) AD(       ) 3
 BL2267
 BL2267.Superseded values are not recommended for survey control.
 BL2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2267.See file dsdata.txt to determine how the superseded data were derived.
 BL2267
 BL2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ5582700651(NAD 83)
 BL2267_MARKER: DS = TRIANGULATION STATION DISK
 BL2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2267
 BL2267  HISTORY     - Date     Condition        Report By
 BL2267  HISTORY     - 1956     MONUMENTED       CGS
 BL2267  HISTORY     - 1958     GOOD             CGS
 BL2267  HISTORY     - 19960601 GOOD             USPSQD
 BL2267
 BL2267                          STATION DESCRIPTION
 BL2267
 BL2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 BL2267'STATION IS ON THE CAMPUS OF SAM HOUSTON STATE TEACHERS COLLEGE,
 BL2267'7 FT. S OF THE S WALL OF THE EDUCATIONAL BUILDING, A STANDARD
 BL2267'DISK, STAMPED SAM 2 1956, IN CONCRETE ABOUT FLUSH WITH THE SURFACE
 BL2267'OF THE SHRUB AREA 33.25 FT. SW OF THE SE
 BL2267'CORNER OF THE BUILDING, AND 24 FT. SE OF THE SW CORNER OF THE
 BL2267'BUILDING.
 BL2267'
 BL2267'THE REFERENCE MARK IS A STANDARD DISK, STAMPED SAM NO 2 1935 AND
 BL2267'SET IN THE TOP OF THE CONCRETE STEPS, 30 FT. S OF THE SE
 BL2267'CORNER OF THE LIBRARY BUILDING.  IT IS ALONG THE MAIN WALK
 BL2267'LEADING THROUGH THE CAMPUS TO THE GYMNASIUM WHICH IS S ACROSS
 BL2267'THE PARKING LOT FROM THE STATION.  THE STATION IS ABOUT 1 MI.
 BL2267'S OF THE SQUARE IN HUNTSVILLE.
 BL2267'
 BL2267'THE 1935 AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION AND
 BL2267'DUE TO EXTENSIVE CONSTRUCTION IN THE AREA, AN ADDITIONAL
 BL2267'REFERENCE MARK WAS NOT SET.
 BL2267
 BL2267                          STATION RECOVERY (1958)
 BL2267
 BL2267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 BL2267'STATION MARK AND R.M. NO. 2 1935 WERE RECOVERED IN GOOD
 BL2267'CONDITION AS DESCRIBED.  DUE TO EXTENSIVE CONSTRUCTION IN
 BL2267'THE AREA, R.M. NO. 2 1935 WAS DESTROYED AFTER R.M. NOS. 1
 BL2267'AND 2 1958 WERE ESTABLISHED IN THE VICINITY.
 BL2267'
 BL2267'STATION IS ON THE CAMPUS OF THE SAM HOUSTON STATE TEACHERS
 BL2267'COLLEGE, 7 FEET SOUTH OF THE SOUTH WALL OF THE EDUCATIONAL
 BL2267'BUILDING, 33.25 FEET SW OF THE SE CORNER OF THE BUILDING AND
 BL2267'24 FEET SOUTHEAST OF THE SW. CORNER, A STANDARD DISK STAMPED
 BL2267'SAM 2 1956 IN A CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 BL2267'THE SHRUB AREA AND AT THE NORTH EDGE OF THE WALK THAT SURROUNDS
 BL2267'THE BUILDING.
 BL2267'
 BL2267'REFERENCE MARK NO. 1 IS E. OF THE STATION, IN THE SHRUB AREA,
 BL2267'2 FEET S. OF THE SE. CORNER OF THE EDUCATIONAL BUILDING, 5 FEET
 BL2267'NW OF A MANHOLE IN THE SHRUB AND LAWN AREA BETWEEN THE BUILDING
 BL2267'AND THE SURROUNDING WALK.  A STANDARD DISK STAMPED SAM 2 1956
 BL2267'NO. 1 1958, FLUSH.
 BL2267'
 BL2267'REFERENCE MARK NO. 2 IS WSW. OF THE STATION IN THE SHRUB AND
 BL2267'LAWN AREA SURROUNDING THE LIBRARY BUILDING, 4 FEET N. OF THE N.
 BL2267'SIDE OF THE BUILDING AND 10 FEET W. OF THE NE. CORNER, FLUSH
 BL2267'WITH THE CURB OF THE WALK SURROUNDING THE BUILDING.  A STANDARD
 BL2267'DISK STAMPED SAM 2 1956 NO. 2 1958.  A CONCRETE MONUMENT.
 BL2267
 BL2267                          STATION RECOVERY (1996)
 BL2267
 BL2267'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0266 ***********************************************************************
 CU0266  DESIGNATION -  SAM AZ MK
 CU0266  PID         -  CU0266
 CU0266  STATE/COUNTY-  TX/TAYLOR
 CU0266  USGS QUAD   -  SHEP (1987)
 CU0266
 CU0266                         *CURRENT SURVEY CONTROL
 CU0266  ___________________________________________________________________
 CU0266* NAD 83(1993)-  32 13 12.79599(N)    100 02 53.06778(W)     ADJUSTED  
 CU0266* NAVD 88     -       748.888  (meters)    2456.98   (feet)  ADJUSTED  
 CU0266  ___________________________________________________________________
 CU0266  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CU0266  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CU0266  DYNAMIC HT  -         747.889 (meters)    2453.70  (feet)  COMP
 CU0266  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 CU0266
 CU0266  HORZ ORDER  -  SECOND
 CU0266  VERT ORDER  -  SECOND    CLASS 0
 CU0266
 CU0266.The horizontal coordinates were established by classical geodetic methods
 CU0266.and adjusted by the National Geodetic Survey in February 1996..
 CU0266
 CU0266.The orthometric height was determined by differential leveling
 CU0266.and adjusted by the National Geodetic Survey in June 1991..
 CU0266
 CU0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0266
 CU0266.The geoid height was determined by GEOID03.
 CU0266
 CU0266.The dynamic height is computed by dividing the NAVD 88
 CU0266.geopotential number by the normal gravity value computed on the
 CU0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0266.degrees latitude (g = 980.6199 gals.).
 CU0266
 CU0266.The modeled gravity was interpolated from observed gravity values.
 CU0266
 CU0266;                    North         East     Units Scale Factor Converg.
 CU0266;SPC TXNC     - 2,062,460.317   454,076.933   MT  0.99997707   -0 50 39.5
 CU0266;SPC TXNC     - 6,766,588.56  1,489,750.74   sFT  0.99997707   -0 50 39.5
 CU0266;SPC TX C     - 3,283,133.405   726,893.261   MT  1.00010789   +0 08 48.9
 CU0266;SPC TX C     -10,771,413.51  2,384,815.64   sFT  1.00010789   +0 08 48.9
 CU0266;UTM  14      - 3,565,327.610   401,238.725   MT  0.99972028   -0 33 31.9
 CU0266
 CU0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0266!SPC TXNC     -   0.99988655  x   0.99997707  =   0.99986362
 CU0266!SPC TX C     -   0.99988655  x   1.00010789  =   0.99999443
 CU0266!UTM  14      -   0.99988655  x   0.99972028  =   0.99960686
 CU0266
 CU0266:                Primary Azimuth Mark                     Grid Az
 CU0266:SPC TXNC     -  WEST TEX DRILLING CO RAD MAST            047 52 13.4
 CU0266:SPC TX C     -  WEST TEX DRILLING CO RAD MAST            046 52 45.0
 CU0266:UTM  14      -  WEST TEX DRILLING CO RAD MAST            047 35 05.8
 CU0266
 CU0266|---------------------------------------------------------------------|
 CU0266| PID    Reference Object                     Distance      Geod. Az  |
 CU0266|                                                           dddmmss.s |
 CU0266| CT1148 WEST TEX DRILLING CO RAD MAST       APPROX.12.2 KM 0470133.9 |
 CU0266| CU0270 HEP AZ MK                           442.019 METERS 1030833.8 |
 CU0266| CU0267 SAM                                 APPROX. 1.0 KM 3325519.0 |
 CU0266|---------------------------------------------------------------------|
 CU0266
 CU0266                          SUPERSEDED SURVEY CONTROL
 CU0266
 CU0266  NAD 83(1986)-  32 13 12.80194(N)    100 02 53.05566(W) AD(       ) 2
 CU0266  NAD 27      -  32 13 12.32960(N)    100 02 51.71590(W) AD(       ) 2
 CU0266  NGVD 29 (??/??/92)  748.701  (m)         2456.36   (f) ADJ UNCH    2 0
 CU0266
 CU0266.Superseded values are not recommended for survey control.
 CU0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0266.See file dsdata.txt to determine how the superseded data were derived.
 CU0266
 CU0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0123965328(NAD 83)
 CU0266_MARKER: DZ = AZIMUTH MARK DISK
 CU0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0266_STAMPING: SAM 1961
 CU0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0266+STABILITY: SURFACE MOTION
 CU0266
 CU0266  HISTORY     - Date     Condition        Report By
 CU0266  HISTORY     - 1961     MONUMENTED       CGS
 CU0266  HISTORY     - 1961     GOOD             CGS
 CU0266
 CU0266                          STATION DESCRIPTION
 CU0266
 CU0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CU0266'THE STATION IS APPROXIMATELY 12-1/2 MILES SOUTHWEST OF VIEW,
 CU0266'8 MILES NORTHEAST OF SHEP.  IT IS ON THE PROPERTY OF MR. SAM COX.
 CU0266'
 CU0266'TO REACH THE STATION FROM WHERE U.S. HIGHWAYS (BY-PASS) 277
 CU0266'AND 83 CROSSES OVER U.S. HIGHWAY 80, IN THE WEST EDGE OF ABILENE,
 CU0266'GO SOUTH ON U.S. HIGHWAY 277 (ON BY-PASS) FOR 1.6 MILES.  KEEP
 CU0266'RIGHT ON RAMP WITH U.S. HIGHWAY 277 AND CONTINUE SOUTH ALONG THE
 CU0266'WEST SIDE OF MAIN HIGHWAY FOR 0.5 MILE TO A INTERSECTION JUST
 CU0266'WEST OF AN OVERPASS.  TURN RIGHT, SOUTHWEST, ON U.S. HIGHWAY
 CU0266'277 FOR 13.5 MILES TO A SIGN ON THE RIGHT U.S. ARMY NIKE SITE
 CU0266'AND A SIDE ROAD RIGHT.  CONTINUE ON HIGHWAY 277 FOR 2.0 MILES
 CU0266'TO ANOTHER SIGN U.S. ARMY NIKE SITE AND A SIDE ROAD RIGHT.
 CU0266'CONTINUE SOUTH ON HIGHWAY 277 FOR 1.9 MILES TO A SIDE ROAD
 CU0266'RIGHT JUST NORTH OF A CONCRETE BRIDGE.  CONTINUE SOUTHWEST
 CU0266'ON HIGHWAY 277 FOR 4.5 MILES TO A SIDE ROAD, CATTLE GUARD
 CU0266'AND STATION ON THE LEFT.
 CU0266'
 CU0266'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED SAM
 CU0266'1961.  IT IS SET IN THE TOP OF A 12X12 INCH SQUARE CONCRETE
 CU0266'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 61 FEET EAST OF THE
 CU0266'CENTERLINE OF U.S. HIGHWAY 277, 40 FEET SOUTHWEST OF THE CENTER
 CU0266'OF A CATTLE GUARD, 25 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 CU0266'AND 3 FEET NORTHEAST OF A METAL WITNESS POST.
 CU0266'
 CU0266'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
 CU0266
 CU0266                          STATION RECOVERY (1961)
 CU0266
 CU0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CU0266'13.4 MI SW FROM VIEW.
 CU0266'13.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0266'AT VIEW, 54 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET
 CU0266'SOUTHWEST OF THE CENTER OF A CATTLEGUARD, 21 FEET SOUTH OF THE CENTER
 CU0266'LINE OF A DIRT ROAD, 13 FEET NORTHEAST OF A FENCE CORNER, 3 FEET NORTH
 CU0266'OF A FENCE, 4 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN
 CU0266'TOP OF A 12 INCH SQUARE CONCRETE POST 4 FEET IN THE GROUND AND
 CU0266'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1687 ***********************************************************************
 BL1687  DESIGNATION -  SAM AZ MK
 BL1687  PID         -  BL1687
 BL1687  STATE/COUNTY-  TX/WALKER
 BL1687  USGS QUAD   -  HUNTSVILLE (1976)
 BL1687
 BL1687                         *CURRENT SURVEY CONTROL
 BL1687  ___________________________________________________________________
 BL1687* NAD 83(1986)-  30 42 51.     (N)    095 33 13.     (W)     SCALED    
 BL1687* NAVD 88     -       127.23   (+/-2cm)     417.4    (feet)  VERTCON   
 BL1687  ___________________________________________________________________
 BL1687  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL1687
 BL1687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1687
 BL1687.The horizontal coordinates were scaled from a topographic map and have
 BL1687.an estimated accuracy of +/- 6 seconds.
 BL1687
 BL1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1687.The vertical order pertains to the NGVD 29 superseded value.
 BL1687
 BL1687.The geoid height was determined by GEOID03.
 BL1687
 BL1687;                    North         East    Units  Estimated Accuracy
 BL1687;SPC TX C     - 3,125,950.    1,157,650.      MT  (+/- 180 meters Scaled)
 BL1687
 BL1687                          SUPERSEDED SURVEY CONTROL
 BL1687
 BL1687  NGVD 29 (??/??/92)  127.232  (m)          417.43   (f) ADJ UNCH    2 0
 BL1687
 BL1687.Superseded values are not recommended for survey control.
 BL1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1687.See file dsdata.txt to determine how the superseded data were derived.
 BL1687
 BL1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ554007(NAD 83)
 BL1687_MARKER: DB = BENCH MARK DISK
 BL1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1687_STAMPING: SAM AZIMUTH 1935
 BL1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1687+STABILITY: SURFACE MOTION
 BL1687
 BL1687  HISTORY     - Date     Condition        Report By
 BL1687  HISTORY     - 1935     MONUMENTED       CGS
 BL1687  HISTORY     - 1947     GOOD             NGS
 BL1687  HISTORY     - 19960601 GOOD             USPSQD
 BL1687
 BL1687                          STATION DESCRIPTION
 BL1687
 BL1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1687'IN HUNTSVILLE.
 BL1687'AT HUNTSVILLE, 0.65 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE COURT
 BL1687'HOUSE AT HUNTSVILLE, THENCE 0.15 MILE WEST ALONG 19TH STREET, 141 FEET
 BL1687'WEST OF THE CENTER LINE OF THE DRIVEWAY LEADING NORTH INTO SAM HOUSTON
 BL1687'PARK, 28 FEET NORTH OF THE CENTER LINE OF 19TH STREET, 1 FOOT NORTH OF
 BL1687'A STONE WALL, 4 FEET BELOW THE STREET, SET IN THE TOP OF A CONCRETE
 BL1687'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 BL1687
 BL1687                          STATION RECOVERY (1996)
 BL1687
 BL1687'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6583 ***********************************************************************
 AW6583  DESIGNATION -  SAM HOUSTON
 AW6583  PID         -  AW6583
 AW6583  STATE/COUNTY-  TX/HARRIS
 AW6583  USGS QUAD   -  BELLAIRE (1995)
 AW6583
 AW6583                         *CURRENT SURVEY CONTROL
 AW6583  ___________________________________________________________________
 AW6583* NAD 83(1993)-  29 38 23.46446(N)    095 29 08.51189(W)     ADJUSTED  
 AW6583* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AW6583  ___________________________________________________________________
 AW6583  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6583  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6583
 AW6583  HORZ ORDER  -  SECOND
 AW6583
 AW6583.The horizontal coordinates were established by classical geodetic methods
 AW6583.and adjusted by the National Geodetic Survey in February 1996..
 AW6583
 AW6583.The orthometric height was scaled from a topographic map.
 AW6583
 AW6583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6583
 AW6583.The geoid height was determined by GEOID03.
 AW6583
 AW6583;                    North         East     Units Scale Factor Converg.
 AW6583;SPC TXSC     - 4,205,322.593   940,206.678   MT  0.99987735   +1 43 18.1
 AW6583;SPC TXSC     -13,796,962.54  3,084,661.41   sFT  0.99987735   +1 43 18.1
 AW6583;UTM  15      - 3,281,461.556   259,360.440   MT  1.00031455   -1 13 47.6
 AW6583
 AW6583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6583!SPC TXSC     -   1.00000115  x   0.99987735  =   0.99987850
 AW6583!UTM  15      -   1.00000115  x   1.00031455  =   1.00031570
 AW6583
 AW6583:                Primary Azimuth Mark                     Grid Az
 AW6583:SPC TXSC     -  HOUSTON SHAMROCK HOTEL FLAG              044 28 50.4
 AW6583:UTM  15      -  HOUSTON SHAMROCK HOTEL FLAG              047 25 56.1
 AW6583
 AW6583|---------------------------------------------------------------------|
 AW6583| PID    Reference Object                     Distance      Geod. Az  |
 AW6583|                                                           dddmmss.s |
 AW6583| AW6598 HOUSTON SHAMROCK HOTEL FLAG         APPROX.10.4 KM 0461208.5 |
 AW6583| AW6578 HOUSTON BROCKSTEIN INC TANK         APPROX. 4.9 KM 0575911.7 |
 AW6583| CV6750 SAM HOUSTON AZ MK                                  0673903.6 |
 AW6583| CV6751 SAM HOUSTON RM 1                     16.243 METERS 07912     |
 AW6583| CV6752 SAM HOUSTON RM 2                     17.541 METERS 32739     |
 AW6583|---------------------------------------------------------------------|
 AW6583
 AW6583                          SUPERSEDED SURVEY CONTROL
 AW6583
 AW6583  NAD 83(1986)-  29 38 23.47806(N)    095 29 08.49263(W) AD(       ) 2
 AW6583  NAD 27      -  29 38 22.64272(N)    095 29 07.70182(W) AD(       ) 2
 AW6583
 AW6583.Superseded values are not recommended for survey control.
 AW6583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6583.See file dsdata.txt to determine how the superseded data were derived.
 AW6583
 AW6583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5936081462(NAD 83)
 AW6583_MARKER: DS = TRIANGULATION STATION DISK
 AW6583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6583
 AW6583  HISTORY     - Date     Condition        Report By
 AW6583  HISTORY     - 1952     MONUMENTED       CGS
 AW6583  HISTORY     - 1967     MARK NOT FOUND   CGS
 AW6583  HISTORY     - 19940814 MARK NOT FOUND   USPSQD
 AW6583
 AW6583                          STATION DESCRIPTION
 AW6583
 AW6583'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6583'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTHWEST OF HOUSTON AND
 AW6583'ABOUT 3.5 MILES NORTHEAST OF THE VILLAGE OF MISSOURI VALLEY AT
 AW6583'THE SAM HOUSTON AIRPORT.  IT IS ABOUT 80 YARDS SOUTH-SOUTHWEST OF
 AW6583'THE ADMINISTRATION BUILDING AND CONTROL TOWER, 109.0 FEET
 AW6583'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CLIFF HYDE FLYING
 AW6583'SERVICE INC. HANGAR, 36.0 FEET EAST OF THE CENTER OF THE MAIN
 AW6583'DRIVE AND IN THE SOUTHWEST CORNER OF A PARKING AREA.  IT IS
 AW6583'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED SAM
 AW6583'HOUSTON 1952.
 AW6583'
 AW6583'REFERENCE MARK NO. 1 IS 88.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 AW6583'CORNER OF THE CLIFF HYDE FLYING SERVICE INC. HANGAR AND DIRECTLY
 AW6583'IN THE PARKING AREA FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 AW6583'GROUND AND IS STAMPED SAM HOUSTON NO 1 1952.
 AW6583'
 AW6583'REFERENCE MARK NO. 2 IS 92.0 FEET WEST OF THE SOUTHWEST CORNER
 AW6583'OF THE CLIFF HYDE FLYING SERVICE INC. HANGAR AND 28.0 FEET EAST
 AW6583'OF THE CENTER OF THE MAIN DRIVE.  IT IS SET FLUSH WITH THE
 AW6583'SURFACE OF THE GROUND AND IS STAMPED SAM HOUSTON NO 2 1952.
 AW6583'
 AW6583'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 AW6583'IS 91.70 FEET.
 AW6583'
 AW6583'THE AZIMUTH MARK IS LOCATED NEAR THE NORTHEAST CORNER OF THE
 AW6583'AIRPORT, 106.0 FEET NORTH OF THE NORTH RAIL OF THE SOUTHERN
 AW6583'PACIFIC, TEXAS AND NEW ORLEANS RAILROAD TRACK, 60.0 FEET
 AW6583'NORTH-NORTHEAST OF A TELEPHONE POLE, 30.0 FEET SOUTHEAST OF THE
 AW6583'CENTER OF A CURVE IN A TRACK ROAD AND 2.0 FEET WEST OF A WITNESS
 AW6583'POST.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 AW6583'STAMPED SAM HOUSTON 1952.
 AW6583'
 AW6583'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAYS 90A
 AW6583'AND 59 JUST NORTH OF THE POST OFFICE AND SOUTH OF A SMALL
 AW6583'RAILROAD STOP IN THE VILLAGE OF MISSOURI VALLEY, GO EASTERLY
 AW6583'ON U.S. HIGHWAYS NO. 90A AND 59 FOR 3.35 MILES TO THE SAM HOUSTON
 AW6583'AIRPORT ON THE LEFT AND THE STATION AS DESCRIBED.
 AW6583'
 AW6583'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON A
 AW6583'TRACK ROAD ALONG THE SOUTH EDGE OF THE AIRPORT FOR 0.25 MILE
 AW6583'WHERE THE TRACK ROAD TURNS LEFT AND THE MARK AS DESCRIBED.
 AW6583'
 AW6583'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AW6583
 AW6583                          STATION RECOVERY (1967)
 AW6583
 AW6583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GCR)
 AW6583'THE STATION SITE WAS VISITED.  THE STATION MARK AND REFERENCE
 AW6583'MARKS 1 AND 2 WERE SEARCHED FOR BUT COULD NOT BE FOUND.  THE
 AW6583'STATION IS BELIEVED TO BE LOST DUE TO RESIDENTIAL DEVELOPMENT
 AW6583'IN THE AREA.  THE AIRPORT NO LONGER EXISTS.  AS NEAR AS COULD
 AW6583'BE DETERMINED THE STATION SHOULD BE IN THE BACK YARD OF A
 AW6583'RESIDENCE AT 5715 GREEN GRAIG STREET OCCUPIED BY MR. ROBERT R.
 AW6583'ELLEY.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 AW6583
 AW6583                          STATION RECOVERY (1994)
 AW6583
 AW6583'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0269 ***********************************************************************
 CU0269  DESIGNATION -  SAM RM 1
 CU0269  PID         -  CU0269
 CU0269  STATE/COUNTY-  TX/TAYLOR
 CU0269  USGS QUAD   -  SHEP (1987)
 CU0269
 CU0269                         *CURRENT SURVEY CONTROL
 CU0269  ___________________________________________________________________
 CU0269* NAD 83(1986)-  32 13 41.     (N)    100 03 10.     (W)     SCALED    
 CU0269* NAVD 88     -       752.850  (meters)    2469.98   (feet)  ADJUSTED  
 CU0269  ___________________________________________________________________
 CU0269  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CU0269  DYNAMIC HT  -         751.845 (meters)    2466.68  (feet)  COMP
 CU0269  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 CU0269
 CU0269  VERT ORDER  -  SECOND    CLASS 0
 CU0269
 CU0269.The horizontal coordinates were scaled from a topographic map and have
 CU0269.an estimated accuracy of +/- 6 seconds.
 CU0269
 CU0269.The orthometric height was determined by differential leveling
 CU0269.and adjusted by the National Geodetic Survey in June 1991..
 CU0269
 CU0269.The geoid height was determined by GEOID03.
 CU0269
 CU0269.The dynamic height is computed by dividing the NAVD 88
 CU0269.geopotential number by the normal gravity value computed on the
 CU0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0269.degrees latitude (g = 980.6199 gals.).
 CU0269
 CU0269.The modeled gravity was interpolated from observed gravity values.
 CU0269
 CU0269;                    North         East    Units  Estimated Accuracy
 CU0269;SPC TXNC     - 2,063,340.      453,650.      MT  (+/- 180 meters Scaled)
 CU0269
 CU0269                          SUPERSEDED SURVEY CONTROL
 CU0269
 CU0269  NGVD 29 (??/??/92)  752.661  (m)         2469.36   (f) ADJ UNCH    2 0
 CU0269
 CU0269.Superseded values are not recommended for survey control.
 CU0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0269.See file dsdata.txt to determine how the superseded data were derived.
 CU0269
 CU0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA008662(NAD 83)
 CU0269_MARKER: DR = REFERENCE MARK DISK
 CU0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0269_STAMPING: SAM NO 1 1961
 CU0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0269+STABILITY: SURFACE MOTION
 CU0269
 CU0269  HISTORY     - Date     Condition        Report By
 CU0269  HISTORY     - 1961     MONUMENTED       CGS
 CU0269
 CU0269                          STATION DESCRIPTION
 CU0269
 CU0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0269'14.05 MI SW FROM VIEW.
 CU0269'13.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0269'AT VIEW, THENCE 0.65 MILE NORTHWEST ALONG A TRACK ROAD, 97 FEET
 CU0269'SOUTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE
 CU0269'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0268 ***********************************************************************
 CU0268  DESIGNATION -  SAM RM 2
 CU0268  PID         -  CU0268
 CU0268  STATE/COUNTY-  TX/TAYLOR
 CU0268  USGS QUAD   -  SHEP (1987)
 CU0268
 CU0268                         *CURRENT SURVEY CONTROL
 CU0268  ___________________________________________________________________
 CU0268* NAD 83(1986)-  32 13 41.     (N)    100 03 10.     (W)     SCALED    
 CU0268* NAVD 88     -       752.728  (meters)    2469.58   (feet)  ADJUSTED  
 CU0268  ___________________________________________________________________
 CU0268  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CU0268  DYNAMIC HT  -         751.724 (meters)    2466.28  (feet)  COMP
 CU0268  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 CU0268
 CU0268  VERT ORDER  -  SECOND    CLASS 0
 CU0268
 CU0268.The horizontal coordinates were scaled from a topographic map and have
 CU0268.an estimated accuracy of +/- 6 seconds.
 CU0268
 CU0268.The orthometric height was determined by differential leveling
 CU0268.and adjusted by the National Geodetic Survey in June 1991..
 CU0268
 CU0268.The geoid height was determined by GEOID03.
 CU0268
 CU0268.The dynamic height is computed by dividing the NAVD 88
 CU0268.geopotential number by the normal gravity value computed on the
 CU0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0268.degrees latitude (g = 980.6199 gals.).
 CU0268
 CU0268.The modeled gravity was interpolated from observed gravity values.
 CU0268
 CU0268;                    North         East    Units  Estimated Accuracy
 CU0268;SPC TXNC     - 2,063,340.      453,650.      MT  (+/- 180 meters Scaled)
 CU0268
 CU0268                          SUPERSEDED SURVEY CONTROL
 CU0268
 CU0268  NGVD 29 (??/??/92)  752.539  (m)         2468.95   (f) ADJ UNCH    2 0
 CU0268
 CU0268.Superseded values are not recommended for survey control.
 CU0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0268.See file dsdata.txt to determine how the superseded data were derived.
 CU0268
 CU0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA008662(NAD 83)
 CU0268_MARKER: DR = REFERENCE MARK DISK
 CU0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0268_STAMPING: SAM NO 2 1961
 CU0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0268+STABILITY: SURFACE MOTION
 CU0268
 CU0268  HISTORY     - Date     Condition        Report By
 CU0268  HISTORY     - 1961     MONUMENTED       CGS
 CU0268
 CU0268                          STATION DESCRIPTION
 CU0268
 CU0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0268'14.05 MI SW FROM VIEW.
 CU0268'13.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0268'AT VIEW, THENCE 0.65 MILE NORTHWEST ALONG A TRACK ROAD, 85 FEET
 CU0268'SOUTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE
 CU0268'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4801 ***********************************************************************
 DH4801  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4801  DESIGNATION -  SAM1 AUSTIN COOP CORS ARP
 DH4801  CORS_ID     -  SAM1
 DH4801  PID         -  DH4801
 DH4801  STATE/COUNTY-  TX/TRAVIS
 DH4801  USGS QUAD   -  OAK HILL (1988)
 DH4801
 DH4801                         *CURRENT SURVEY CONTROL
 DH4801  ___________________________________________________________________
 DH4801* NAD 83(CORS)-  30 14 18.93384(N)    097 50 31.64672(W)     ADJUSTED  
 DH4801* NAVD 88     -                                                        
 DH4801  ___________________________________________________________________
 DH4801  EPOCH DATE  -        2002.00
 DH4801  X           -    -752,510.795 (meters)                     COMP
 DH4801  Y           -  -5,463,585.798 (meters)                     COMP
 DH4801  Z           -   3,193,356.800 (meters)                     COMP
 DH4801  ELLIP HEIGHT-         208.70  (meters)          (08/??/05) GPS OBS
 DH4801  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DH4801
 DH4801  HORZ ORDER  -  SPECIAL (CORS)
 DH4801  ELLP ORDER  -  SPECIAL (CORS)
 DH4801
 DH4801.ITRF positions are available for this station.
 DH4801.The coordinates were established by GPS observations
 DH4801.and adjusted by the National Geodetic Survey in August 2005..
 DH4801.The coordinates are valid at the epoch date displayed above.
 DH4801.The epoch date for horizontal control is a decimal equivalence
 DH4801.of Year/Month/Day.
 DH4801
 DH4801
 DH4801.The PID for the CORS L1 Phase Center is DH4802.
 DH4801
 DH4801.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4801
 DH4801.The ellipsoidal height was determined by GPS observations
 DH4801.and is referenced to NAD 83.
 DH4801
 DH4801.The geoid height was determined by GEOID03.
 DH4801
 DH4801;                    North         East     Units Scale Factor Converg.
 DH4801;SPC TX C     - 3,066,087.058   939,763.130   MT  0.99996969   +1 16 59.2
 DH4801;SPC TX C     -10,059,320.62  3,083,206.20   sFT  0.99996969   +1 16 59.2
 DH4801
 DH4801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4801!SPC TX C     -   0.99996723  x   0.99996969  =   0.99993692
 DH4801
 DH4801                          SUPERSEDED SURVEY CONTROL
 DH4801
 DH4801.No superseded survey control is available for this station.
 DH4801
 DH4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1141045791(NAD 83)
 DH4801_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4801
 DH4801                          STATION DESCRIPTION
 DH4801
 DH4801'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4801'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH4801'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH4801'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH4801'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH4801'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4802 ***********************************************************************
 DH4802  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4802  DESIGNATION -  SAM1 AUSTIN COOP CORS L1 PHASE CENTER
 DH4802  CORS_ID     -  SAM1
 DH4802  PID         -  DH4802
 DH4802  STATE/COUNTY-  TX/TRAVIS
 DH4802  USGS QUAD   -  OAK HILL (1988)
 DH4802
 DH4802                         *CURRENT SURVEY CONTROL
 DH4802  ___________________________________________________________________
 DH4802* NAD 83(CORS)-  30 14 18.93385(N)    097 50 31.64670(W)     ADJUSTED  
 DH4802* NAVD 88     -                                                        
 DH4802  ___________________________________________________________________
 DH4802  EPOCH DATE  -        2002.00
 DH4802  X           -    -752,510.803 (meters)                     COMP
 DH4802  Y           -  -5,463,585.858 (meters)                     COMP
 DH4802  Z           -   3,193,356.836 (meters)                     COMP
 DH4802  ELLIP HEIGHT-         208.77  (meters)          (08/??/05) GPS OBS
 DH4802  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DH4802
 DH4802  HORZ ORDER  -  SPECIAL (CORS)
 DH4802  ELLP ORDER  -  SPECIAL (CORS)
 DH4802
 DH4802.ITRF positions are available for this station.
 DH4802.The coordinates were established by GPS observations
 DH4802.and adjusted by the National Geodetic Survey in August 2005..
 DH4802.The coordinates are valid at the epoch date displayed above.
 DH4802.The epoch date for horizontal control is a decimal equivalence
 DH4802.of Year/Month/Day.
 DH4802
 DH4802
 DH4802.The PID for the CORS ARP is DH4801.
 DH4802
 DH4802.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4802
 DH4802.The ellipsoidal height was determined by GPS observations
 DH4802.and is referenced to NAD 83.
 DH4802
 DH4802.The geoid height was determined by GEOID03.
 DH4802
 DH4802;                    North         East     Units Scale Factor Converg.
 DH4802;SPC TX C     - 3,066,087.058   939,763.131   MT  0.99996969   +1 16 59.2
 DH4802;SPC TX C     -10,059,320.62  3,083,206.21   sFT  0.99996969   +1 16 59.2
 DH4802
 DH4802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4802!SPC TX C     -   0.99996721  x   0.99996969  =   0.99993691
 DH4802
 DH4802                          SUPERSEDED SURVEY CONTROL
 DH4802
 DH4802.No superseded survey control is available for this station.
 DH4802
 DH4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1141045791(NAD 83)
 DH4802_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH4802
 DH4802                          STATION DESCRIPTION
 DH4802
 DH4802'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH4802'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH4802'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH4802'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH4802'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH4802'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1142 ***********************************************************************
 CA1142  DESIGNATION -  SAMPSON
 CA1142  PID         -  CA1142
 CA1142  STATE/COUNTY-  TX/CONCHO
 CA1142  USGS QUAD   -  MILLERSVIEW (1967)
 CA1142
 CA1142                         *CURRENT SURVEY CONTROL
 CA1142  ___________________________________________________________________
 CA1142* NAD 83(1993)-  31 25 34.83545(N)    099 49 48.70844(W)     ADJUSTED  
 CA1142* NAVD 88     -       547.8    (meters)    1797.     (feet)  VERTCON   
 CA1142  ___________________________________________________________________
 CA1142  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CA1142  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CA1142
 CA1142  HORZ ORDER  -  SECOND
 CA1142
 CA1142.The horizontal coordinates were established by classical geodetic methods
 CA1142.and adjusted by the National Geodetic Survey in February 1996..
 CA1142
 CA1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1142
 CA1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1142
 CA1142.The geoid height was determined by GEOID03.
 CA1142
 CA1142;                    North         East     Units Scale Factor Converg.
 CA1142;SPC TX C     - 3,195,179.613   747,832.063   MT  0.99990915   +0 15 32.9
 CA1142;SPC TX C     -10,482,851.78  2,453,512.36   sFT  0.99990915   +0 15 32.9
 CA1142;UTM  14      - 3,477,151.095   421,097.916   MT  0.99967678   -0 25 58.4
 CA1142
 CA1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1142!SPC TX C     -   0.99991784  x   0.99990915  =   0.99982700
 CA1142!UTM  14      -   0.99991784  x   0.99967678  =   0.99959465
 CA1142
 CA1142|---------------------------------------------------------------------|
 CA1142| PID    Reference Object                     Distance      Geod. Az  |
 CA1142|                                                           dddmmss.s |
 CA1142| CV6204 SAMPSON RM 2                         15.649 METERS 00526     |
 CA1142| CV6203 SAMPSON RM 1                         15.395 METERS 27405     |
 CA1142| CA1151 DUCK                                APPROX. 6.9 KM 2821516.2 |
 CA1142|---------------------------------------------------------------------|
 CA1142
 CA1142                          SUPERSEDED SURVEY CONTROL
 CA1142
 CA1142  NAD 83(1986)-  31 25 34.84267(N)    099 49 48.69404(W) AD(       ) 2
 CA1142  NAD 27      -  31 25 34.26871(N)    099 49 47.42543(W) AD(       ) 2
 CA1142  NGVD 29 (07/19/86)  547.7    (m)         1797.     (f) VERT ANG       
 CA1142
 CA1142.Superseded values are not recommended for survey control.
 CA1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1142.See file dsdata.txt to determine how the superseded data were derived.
 CA1142
 CA1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2109877151(NAD 83)
 CA1142_MARKER: DD = SURVEY DISK
 CA1142_SETTING: 66 = SET IN ROCK OUTCROP
 CA1142_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1142
 CA1142  HISTORY     - Date     Condition        Report By
 CA1142  HISTORY     - 1967     MONUMENTED       USGS
 CA1142
 CA1142                          STATION DESCRIPTION
 CA1142
 CA1142'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1142'STATION IS LOCATED 5.7 MILES SOUTH AND 3.2 MILES EAST OF
 CA1142'PAINT ROCK, 1.1 MILES NORTH AND 4.5 MILES WEST OF MILLERSVIEW,
 CA1142'ON THE HIGHEST PART OF A FLAT, SPARSELY COVERED HILL 0.2
 CA1142'MILES NORTH OF THE RANCH HOUSE OF THE SANSOM CATTLE COMPANY.
 CA1142'
 CA1142'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM ROAD
 CA1142'380 IN PAINT ROCK, GO 2.4 MILES SOUTH ON U.S. HIGHWAY 83
 CA1142'TO GRAVEL ROAD LEFT (EAST), THENCE 6.3 MILES EAST AND SOUTH
 CA1142'ON GRAVEL ROAD TO THE M. SANSOM CATTLE COMPANY GATE ON THE
 CA1142'RIGHT, THENCE 2.0 MILES SOUTH ON PRIVATE ROAD TO RANCH HOUSE,
 CA1142'THENCE RIGHT (NORTH) 0.25 MILE TO TOP OF HILL AND STATION
 CA1142'SITE.
 CA1142'
 CA1142'STATION MARK--A USGS BRONZE TABLET CEMENTED IN BEDROCK 1.3
 CA1142'FEET UNDERGROUND, CENTERED IN AN OPEN 6 INCH DIAMETER PLASTIC
 CA1142'CASING.  THE TABLET IS STAMPED SAMPSON ET 1967.
 CA1142'
 CA1142'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A
 CA1142'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (1.5 FEET), CENTERED
 CA1142'IN A 6 INCH DIAMETER PLASTIC CASING, FILLED WITH CONCRETE.
 CA1142'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED SAMPSON
 CA1142'ET 1967 NO. 1.
 CA1142'
 CA1142'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A
 CA1142'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (1.5 FEET), CENTERED
 CA1142'IN A 6 INCH DIAMETER PLASTIC CASING, FILLED WITH CONCRETE.
 CA1142'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED SAMPSON ET
 CA1142'1967 NO. 2.
 CA1142'
 CA1142'STATION DUCK ET 1967, 4.3 MILES WEST-NORTHWEST IS VISIBLE
 CA1142'FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0924 ***********************************************************************
 DO0924  DESIGNATION -  SAMS ET
 DO0924  PID         -  DO0924
 DO0924  STATE/COUNTY-  TX/KNOX
 DO0924  USGS QUAD   -  RHINELAND (1967)
 DO0924
 DO0924                         *CURRENT SURVEY CONTROL
 DO0924  ___________________________________________________________________
 DO0924* NAD 83(1993)-  33 35 25.21742(N)    099 43 59.95300(W)     ADJUSTED  
 DO0924* NAVD 88     -       464.9    (meters)    1525.     (feet)  VERTCON   
 DO0924  ___________________________________________________________________
 DO0924  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DO0924  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DO0924
 DO0924  HORZ ORDER  -  SECOND
 DO0924
 DO0924.The horizontal coordinates were established by classical geodetic methods
 DO0924.and adjusted by the National Geodetic Survey in February 1996..
 DO0924
 DO0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0924
 DO0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0924
 DO0924.The geoid height was determined by GEOID03.
 DO0924
 DO0924;                    North         East     Units Scale Factor Converg.
 DO0924;SPC TXNC     - 2,213,991.634   485,528.092   MT  0.99991670   -0 40 21.5
 DO0924;SPC TXNC     - 7,263,737.55  1,592,936.75   sFT  0.99991670   -0 40 21.5
 DO0924;UTM  14      - 3,716,975.918   431,955.382   MT  0.99965708   -0 24 20.6
 DO0924
 DO0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0924!SPC TXNC     -   0.99993146  x   0.99991670  =   0.99984817
 DO0924!UTM  14      -   0.99993146  x   0.99965708  =   0.99958857
 DO0924
 DO0924:                Primary Azimuth Mark                     Grid Az
 DO0924:SPC TXNC     -  TACKITT ET                               171 42 58.7
 DO0924:UTM  14      -  TACKITT ET                               171 26 57.8
 DO0924
 DO0924|---------------------------------------------------------------------|
 DO0924| PID    Reference Object                     Distance      Geod. Az  |
 DO0924|                                                           dddmmss.s |
 DO0924| DO0882 TACKITT ET                          APPROX.16.8 KM 1710237.2 |
 DO0924| CX8146 SAMS ET RM 1                         10.685 METERS 19432     |
 DO0924| CX8147 SAMS ET RM 2                         10.266 METERS 28323     |
 DO0924|---------------------------------------------------------------------|
 DO0924
 DO0924                          SUPERSEDED SURVEY CONTROL
 DO0924
 DO0924  NAD 83(1993)-  33 35 25.21902(N)    099 43 59.95368(W) AD(       ) 2
 DO0924  NAD 83(1986)-  33 35 25.22449(N)    099 43 59.94454(W) AD(       ) 2
 DO0924  NAD 27      -  33 35 24.89395(N)    099 43 58.62577(W) AD(       ) 2
 DO0924  NGVD 29 (07/19/86)  464.8    (m)         1525.     (f) VERT ANG       
 DO0924
 DO0924.Superseded values are not recommended for survey control.
 DO0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0924.See file dsdata.txt to determine how the superseded data were derived.
 DO0924
 DO0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3195516976(NAD 83)
 DO0924_MARKER: DD = SURVEY DISK
 DO0924_SETTING: 0 = UNSPECIFIED SETTING
 DO0924
 DO0924  HISTORY     - Date     Condition        Report By
 DO0924  HISTORY     - 1966     MONUMENTED       USGS
 DO0924
 DO0924                          STATION DESCRIPTION
 DO0924
 DO0924'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DO0924'THE STATION IS LOCATED NORTH 82 DEG EAST ABOUT 3.5 MILES
 DO0924'(AIRLINE) FROM BENJAMIN, TEXAS.  NORTH 33 DEG WEST ABOUT 12
 DO0924'MILES (AIRLINE) FROM MUNDAY, TEXAS.  IN THE SOUTHWEST CORNER
 DO0924'OF A PASTURE OWNED BY MRS. SAMS.  159 FEET NORTH OF THE CENTER
 DO0924'OF U.S. HIGHWAY 82.  117 FEET NORTH OF THE RIGHT-OF-WAY
 DO0924'FENCE.  136 FEET EAST OF A NS FENCE LINE.  3.6 FEET NORTH OF A
 DO0924'USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION CAN BE
 DO0924'LOCATED FROM THE WICHITA FALLS (NI 14-7) 1--250,000 SERIES
 DO0924'MAP.
 DO0924'
 DO0924'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0924'
 DO0924'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0924'ROD DRIVEN TO REFUSAL (8.5 FEET) CENTERED IN A 6-INCH TILE,
 DO0924'12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH
 DO0924'WITH THE GROUND AND IS STAMPED SAMS ET 1966.
 DO0924'
 DO0924'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0924'COPPER-COATED ROD DRIVEN TO REFUSAL (8.5 FEET), FLUSH WITH
 DO0924'THE GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED
 DO0924'WITH GRAVEL.  RM NO. 1 IS LOCATED 35.06 FEET (10.685 METERS)
 DO0924'SSW OF THE STATION MARK AND IS STAMPED SAMS ET NO. 1 1966.
 DO0924'
 DO0924'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0924'COPPER-COATED ROD DRIVEN TO REFUSAL (8.5 FEET), FLUSH WITH
 DO0924'THE GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED
 DO0924'WITH GRAVEL.  RM NO. 2 IS LOCATED 33.68 FEET (10.266 METERS) WNW
 DO0924'OF THE STATION MARK AND IS STAMPED SAMS ET NO. 2 1966.
 DO0924'
 DO0924'STATION TACKITT ET IS VISIBLE FROM THE GROUND AT THIS STATION
 DO0924'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0958 ***********************************************************************
 CD0958  DESIGNATION -  SAMSON
 CD0958  PID         -  CD0958
 CD0958  STATE/COUNTY-  TX/CULBERSON
 CD0958  USGS QUAD   -  SEVEN HEART GAP NW (1973)
 CD0958
 CD0958                         *CURRENT SURVEY CONTROL
 CD0958  ___________________________________________________________________
 CD0958* NAD 83(1993)-  31 22 54.12384(N)    104 44 58.99448(W)     ADJUSTED  
 CD0958* NAVD 88     -      1130.95   (+/-2cm)    3710.5    (feet)  VERTCON   
 CD0958  ___________________________________________________________________
 CD0958  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 CD0958  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CD0958
 CD0958  HORZ ORDER  -  FIRST
 CD0958  VERT ORDER  -  THIRD ? (See Below)
 CD0958
 CD0958.The horizontal coordinates were established by classical geodetic methods
 CD0958.and adjusted by the National Geodetic Survey in February 1996..
 CD0958
 CD0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0958.The vertical order pertains to the NGVD 29 superseded value.
 CD0958
 CD0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0958
 CD0958.The geoid height was determined by GEOID03.
 CD0958
 CD0958;                    North         East     Units Scale Factor Converg.
 CD0958;SPC TX C     - 3,198,459.332   280,056.369   MT  0.99990369   -2 16 28.9
 CD0958;SPC TX C     -10,493,611.99    918,818.27   sFT  0.99990369   -2 16 28.9
 CD0958;UTM  13      - 3,471,932.319   523,797.514   MT  0.99960698   +0 07 49.2
 CD0958
 CD0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0958!SPC TX C     -   0.99982606  x   0.99990369  =   0.99972976
 CD0958!UTM  13      -   0.99982606  x   0.99960698  =   0.99943310
 CD0958
 CD0958|---------------------------------------------------------------------|
 CD0958| PID    Reference Object                     Distance      Geod. Az  |
 CD0958|                                                           dddmmss.s |
 CD0958| CI0406 SAMSON RM 1                          14.963 METERS 23332     |
 CD0958| CI0405 SAMSON AZ MK                                       2643340.8 |
 CD0958| CI0407 SAMSON RM 2                          17.438 METERS 30923     |
 CD0958|---------------------------------------------------------------------|
 CD0958
 CD0958                          SUPERSEDED SURVEY CONTROL
 CD0958
 CD0958  NAD 83(1986)-  31 22 54.12521(N)    104 44 58.99173(W) AD(       ) 1
 CD0958  NAD 27      -  31 22 53.67500(N)    104 44 57.20500(W) AD(       ) 1
 CD0958  NGVD 29 (07/19/86) 1130.48   (m)         3708.9    (f) LEVELING    3  
 CD0958
 CD0958.Superseded values are not recommended for survey control.
 CD0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0958.See file dsdata.txt to determine how the superseded data were derived.
 CD0958
 CD0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ2379871932(NAD 83)
 CD0958_MARKER: DS = TRIANGULATION STATION DISK
 CD0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CD0958
 CD0958  HISTORY     - Date     Condition        Report By
 CD0958  HISTORY     - 1943     MONUMENTED       CGS
 CD0958  HISTORY     - 1973     MARK NOT FOUND   USGS
 CD0958
 CD0958                          STATION DESCRIPTION
 CD0958
 CD0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0958'STATION IS ABOUT 25.0 MILES (AIRLINE) ENE OF VAN HORN AND
 CD0958'ABOUT 7.0 MILES SE OF FIGURE TWO RANCH HEADQUARTERS, AND 5.2
 CD0958'MILES E OF STATE HIGHWAY 54, ON THE HIGHEST OF A GROUP OF
 CD0958'LOW HILLS, 0.5 MILE E OF A DIRT TANK, 0.25 MILE W OF A WINDMILL
 CD0958'AND STEEL TANK AND 50 YARDS S OF THE ROAD.
 CD0958'
 CD0958'STATION IS A BRONZE STATION DISK SET IN THE TOP OF A ROUND
 CD0958'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.  STAMPED
 CD0958'SAMSON 1943.
 CD0958'
 CD0958'REFERENCE MARK 1 IS WSW OF THE STATION.  A BRONZE REFERENCE
 CD0958'DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CD0958'STAMPED SAMSON NO 1 1943.
 CD0958'
 CD0958'REFERENCE MARK 2 IS NW OF THE STATION.  A BRONZE REFERENCE
 CD0958'MARK SET IN THE TOP OF A ROUND CONCRETE POST.  STAMPED SAMSON
 CD0958'NO 2 1943.
 CD0958'
 CD0958'AZIMUTH MARK IS 0.5 MILE W OF THE STATION, 36 FEET N OF THE N
 CD0958'END OF A DYKE TO A DIRT TANK AND 30 FEET N OF A DIRT ROAD.
 CD0958'A BRONZE AZIMUTH DISK SET IN THE TOP OF A ROUND CONCRETE POST
 CD0958'PROJECTING 1 INCH ABOVE THE GROUND.  STAMPED SAMSON 1943.
 CD0958'
 CD0958'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY
 CD0958'54 IN VAN HORN, GO N ON HIGHWAY 54 FOR 23.3 MILES TO A BLADED DIRT
 CD0958'ROAD ON RIGHT.  THIS ROAD IS 50 FEET S OF A HIGHWAY SIGN ON W
 CD0958'SIDE OF HIGHWAY.  THERE IS A 2-INCH TRIANGLE CUT IN THE SIGNPOST.
 CD0958'HERE TURN RIGHT, E, ON DIRT ROAD AND GO 4.7 MILES TO A DIRT
 CD0958'TANK AND AZIMUTH MARK.  PASS TO LEFT OF TANK AND CONTINUE
 CD0958'0.5 MILE TO STATION.
 CD0958'
 CD0958'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 CD0958
 CD0958                          STATION RECOVERY (1973)
 CD0958
 CD0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEB)
 CD0958'POST RECOVERED IN PLACE, TOP OF POST AND CAP DESTROYED.
 CD0958'
 CD0958'SAMSON R.M. 1 AND 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0466 ***********************************************************************
 AB0466  DESIGNATION -  SAN
 AB0466  PID         -  AB0466
 AB0466  STATE/COUNTY-  TX/CAMERON
 AB0466  USGS QUAD   -  RIO HONDO (1980)
 AB0466
 AB0466                         *CURRENT SURVEY CONTROL
 AB0466  ___________________________________________________________________
 AB0466* NAD 83(1993)-  26 07 54.26895(N)    097 36 58.54269(W)     ADJUSTED  
 AB0466* NAVD 88     -         9.380  (meters)      30.77   (feet)  ADJUSTED  
 AB0466  ___________________________________________________________________
 AB0466  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 AB0466  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB0466  DYNAMIC HT  -           9.365 (meters)      30.73  (feet)  COMP
 AB0466  MODELED GRAV-     979,034.8   (mgal)                       NAVD 88
 AB0466
 AB0466  HORZ ORDER  -  SECOND
 AB0466  VERT ORDER  -  FIRST     CLASS II
 AB0466
 AB0466.The horizontal coordinates were established by classical geodetic methods
 AB0466.and adjusted by the National Geodetic Survey in February 1996..
 AB0466
 AB0466.The orthometric height was determined by differential leveling
 AB0466.and adjusted by the National Geodetic Survey in June 1991..
 AB0466
 AB0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0466
 AB0466.The geoid height was determined by GEOID03.
 AB0466
 AB0466.The dynamic height is computed by dividing the NAVD 88
 AB0466.geopotential number by the normal gravity value computed on the
 AB0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0466.degrees latitude (g = 980.6199 gals.).
 AB0466
 AB0466.The modeled gravity was interpolated from observed gravity values.
 AB0466
 AB0466;                    North         East     Units Scale Factor Converg.
 AB0466;SPC TX S     - 5,051,837.588   388,378.995   MT  1.00000898   +0 24 04.4
 AB0466;SPC TX S     -16,574,237.15  1,274,206.75   sFT  1.00000898   +0 24 04.4
 AB0466;UTM  14      - 2,891,009.316   638,334.750   MT  0.99983628   +0 36 34.4
 AB0466
 AB0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0466!SPC TX S     -   1.00000205  x   1.00000898  =   1.00001103
 AB0466!UTM  14      -   1.00000205  x   0.99983628  =   0.99983833
 AB0466
 AB0466|---------------------------------------------------------------------|
 AB0466| PID    Reference Object                     Distance      Geod. Az  |
 AB0466|                                                           dddmmss.s |
 AB0466| AB0467 SAN RM 1                             20.634 METERS 01641     |
 AB0466| AB0465 SAN RM 2                             18.050 METERS 14351     |
 AB0466| AB1592 SAN BENITO MUNICIPAL APT BCN         27.128 METERS 21226     |
 AB0466| AB1608 SAN BENITO MUNICIPAL TANK           APPROX. 1.7 KM 2813231.4 |
 AB0466| AB0464 SAN AZ MK                                          3024707.4 |
 AB0466|---------------------------------------------------------------------|
 AB0466
 AB0466                          SUPERSEDED SURVEY CONTROL
 AB0466
 AB0466  NAD 83(1986)-  26 07 54.27936(N)    097 36 58.50182(W) AD(       ) 2
 AB0466  NAD 27      -  26 07 53.00800(N)    097 36 57.54300(W) AD(       ) 2
 AB0466  NGVD 29 (??/??/92)    9.489  (m)           31.13   (f) ADJ UNCH    1 2
 AB0466
 AB0466.Superseded values are not recommended for survey control.
 AB0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0466.See file dsdata.txt to determine how the superseded data were derived.
 AB0466
 AB0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP3833591009(NAD 83)
 AB0466_MARKER: DS = TRIANGULATION STATION DISK
 AB0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0466_STAMPING: SAN 1947
 AB0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0466+STABILITY: SURFACE MOTION
 AB0466
 AB0466  HISTORY     - Date     Condition        Report By
 AB0466  HISTORY     - 1947     MONUMENTED       CGS
 AB0466  HISTORY     - 1951     GOOD             CGS
 AB0466  HISTORY     - 1951     GOOD             NGS
 AB0466  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0466  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0466  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0466  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0466  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AB0466
 AB0466                          STATION DESCRIPTION
 AB0466
 AB0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB0466'STATION IS LOCATED ABOUT 1 MILE EAST OF SAN BENITO, IN THE
 AB0466'NORTHWEST CORNER OF THE SAN BENITO MUNICIPAL AIRPORT.  IT IS
 AB0466'89.00 FEET EAST OF THE AIRPORT BEACON, 59 FEET NORTH OF THE
 AB0466'NORTHEAST CORNER OF THE CONTROL TOWER BUILDING, AND 30 FEET
 AB0466'SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 8 INCHES AND THE
 AB0466'DISK IS STAMPED SAN NO 1 1947.
 AB0466'
 AB0466'REFERENCE MARK NO. 1 IS 67.69 FEET NORTHEAST OF THE STATION.
 AB0466'IT IS 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND
 AB0466'THE DISK IS STAMPED SAN NO 1 1947.
 AB0466'
 AB0466'REFERENCE MARK NO. 2 IS 59.22 FEET SOUTHEAST OF THE STATION.
 AB0466'IT IS 2 FEET NORTH OF THE NORTHEAST CORNER OF THE CONTROL
 AB0466'TOWER BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 AB0466'SAN NO 2 1947.
 AB0466'
 AB0466'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION.
 AB0466'IT IS 23 FEET NORTH OF THE INTERSECTION OF A T ROAD AND 20
 AB0466'FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 8 INCHES
 AB0466'AND THE DISK IS STAMPED SAM 1947.
 AB0466'
 AB0466'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 AB0466'THE GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK NORTH OF THE
 AB0466'INTERSECTION OF THE T ROAD AS DESCRIBED.
 AB0466'
 AB0466'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AB0466
 AB0466                          STATION RECOVERY (1951)
 AB0466
 AB0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB0466'0.35 MILE NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST
 AB0466'OFFICE AT SAN BENITO, THENCE 0.8 MILE SOUTHEAST ALONG U.S.
 AB0466'HIGHWAY 77, AT THE SAN BENITO MUNICIPAL AIRPORT, 83 FEET
 AB0466'NORTHEAST OF THE AIRPORT BEACON, 58 FEET NORTHWEST OF THE
 AB0466'NORTH CORNER OF THE OFFICE BUILDING, 30 FEET EAST OF A FENCE
 AB0466'CORNER, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 AB0466'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED
 AB0466'SAN 1947.
 AB0466'
 AB0466'SAN R.M. 1 IS 67.8 FEET NORTH OF TRIANGULATION STATION SAN 1947,
 AB0466'1 FOOT SOUTHEAST OF A FENCE, A REFERENCE MARK DISK SET IN THE
 AB0466'TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE
 AB0466'GROUND, STAMPED SAN NO 1 1947.
 AB0466'
 AB0466'SAN R.M. 2 IS 59.3 FEET SOUTHEAST OF TRIANGULATION STATION
 AB0466'SAN 1947, 1.6 FEET NORTHEAST OF THE NORTH CORNER OF THE OFFICE
 AB0466'BUILDING, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AB0466'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED SAN
 AB0466'NO 2 1947.
 AB0466'
 AB0466'SAN AZIMUTH 1947 IS 0.3 MILE NORTHWEST OF TRIANGULATION
 AB0466'STATION SAN 1947, 167 FEET NORTHEAST OF THE CENTER LINE OF
 AB0466'U.S. HIGHWAY 77, 23 FEET NORTHWEST OF THE CENTER LINE OF A
 AB0466'NORTHEAST AND SOUTHWEST ROAD, 30.5 FEET SOUTHEAST OF THE
 AB0466'SOUTH CORNER OF THE BLUEBONNET CAFE, 3.5 FEET NORTHEAST OF A
 AB0466'POWER POLE, 1.5 FEET SOUTHEAST OF A WITNESS POST, AN AZIMUTH
 AB0466'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AB0466'0.1 FOOT ABOVE THE GROUND, STAMPED SAN 1947.  ALL MARKS ARE
 AB0466'IN GOOD CONDITION.
 AB0466
 AB0466                          STATION RECOVERY (1951)
 AB0466
 AB0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0466'1.15 MI E FROM SAN BENITO.
 AB0466'0.35 MILE NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0466'SAN BENITO, THENCE 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 77, AT THE
 AB0466'SAN BENITO MUNICIPAL AIRPORT, 83 FEET NORTHEAST OF THE AIRPORT BEACON,
 AB0466'58 FEET NORTHWEST OF THE NORTH CORNER OF THE OFFICE BUILDING, 30 FEET
 AB0466'EAST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0466'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0466
 AB0466                          STATION RECOVERY (1981)
 AB0466
 AB0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0466'NOT RECOVERED, MAYBE UNDER AN ASPHALT PARKING AREA.
 AB0466
 AB0466                          STATION RECOVERY (1987)
 AB0466
 AB0466'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0466'MARK NOT FOUND.
 AB0466
 AB0466                          STATION RECOVERY (1991)
 AB0466
 AB0466'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0466'MARK NOT FOUND.
 AB0466
 AB0466                          STATION RECOVERY (1991)
 AB0466
 AB0466'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0466'MARK NOT FOUND.
 AB0466
 AB0466                          STATION RECOVERY (1991)
 AB0466
 AB0466'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0585 ***********************************************************************
 AW0585  DESIGNATION -  SAN
 AW0585  PID         -  AW0585
 AW0585  STATE/COUNTY-  TX/GALVESTON
 AW0585  USGS QUAD   -  GALVESTON (1994)
 AW0585
 AW0585                         *CURRENT SURVEY CONTROL
 AW0585  ___________________________________________________________________
 AW0585* NAD 83(1993)-  29 18 53.53952(N)    094 45 51.80089(W)     ADJUSTED  
 AW0585* NAVD 88     -         6.94   (+/-2cm)      22.8    (feet)  VERTCON   
 AW0585  ___________________________________________________________________
 AW0585  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AW0585  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW0585
 AW0585  HORZ ORDER  -  SECOND
 AW0585  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0585
 AW0585.The horizontal coordinates were established by classical geodetic methods
 AW0585.and adjusted by the National Geodetic Survey in February 1996..
 AW0585
 AW0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0585.The vertical order pertains to the NGVD 29 superseded value.
 AW0585
 AW0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0585
 AW0585.The geoid height was determined by GEOID03.
 AW0585
 AW0585;                    North         East     Units Scale Factor Converg.
 AW0585;SPC TXSC     - 4,171,642.611 1,011,310.126   MT  0.99986330   +2 04 30.3
 AW0585;SPC TXSC     -13,686,464.13  3,317,939.97   sFT  0.99986330   +2 04 30.3
 AW0585;UTM  15      - 3,244,163.506   328,657.822   MT  0.99996227   -0 51 50.7
 AW0585
 AW0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0585!SPC TXSC     -   1.00000309  x   0.99986330  =   0.99986639
 AW0585!UTM  15      -   1.00000309  x   0.99996227  =   0.99996536
 AW0585
 AW0585:                Primary Azimuth Mark                     Grid Az
 AW0585:SPC TXSC     -  BEAK                                     049 45 54.7
 AW0585:UTM  15      -  BEAK                                     052 42 15.7
 AW0585
 AW0585|---------------------------------------------------------------------|
 AW0585| PID    Reference Object                     Distance      Geod. Az  |
 AW0585|                                                           dddmmss.s |
 AW0585| AW5775 BEAK                                APPROX. 6.8 KM 0515025.0 |
 AW0585| AW5773 DELTA                               APPROX. 7.7 KM 0612626.7 |
 AW0585| AW0583 SAN RM 1                             51.053 METERS 06528     |
 AW0585| AW5774 NUMBER 2 USE 1932                   APPROX. 6.0 KM 0744429.6 |
 AW0585| AW5766 SOUTH JETTY LIGHT                   APPROX. 7.1 KM 0782123.7 |
 AW0585| AW0584 SAN RM 2                             29.446 METERS 12719     |
 AW0585| AW5895 BUCCANEER 1933                      APPROX. 3.6 KM 2203322.1 |
 AW0585| AW5893 GALVESTON MUNICIPAL TANK            APPROX. 0.9 KM 2631620.5 |
 AW0585| AW5904 GALVESTON COAST GUARD RAD MAST      APPROX. 2.2 KM 3493715.8 |
 AW0585|---------------------------------------------------------------------|
 AW0585
 AW0585                          SUPERSEDED SURVEY CONTROL
 AW0585
 AW0585  NAD 83(1986)-  29 18 53.55492(N)    094 45 51.78141(W) AD(       ) 2
 AW0585  NAD 27      -  29 18 52.70218(N)    094 45 51.08112(W) AD(       ) 2
 AW0585  NGVD 29 (??/??/92)    6.933  (m)           22.75   (f) ADJ UNCH    1 1
 AW0585
 AW0585.Superseded values are not recommended for survey control.
 AW0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0585.See file dsdata.txt to determine how the superseded data were derived.
 AW0585
 AW0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2865844164(NAD 83)
 AW0585_MARKER: DS = TRIANGULATION STATION DISK
 AW0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0585_STAMPING: SAN 1933
 AW0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0585+STABILITY: SURFACE MOTION
 AW0585
 AW0585  HISTORY     - Date     Condition        Report By
 AW0585  HISTORY     - 1933     MONUMENTED       CGS
 AW0585  HISTORY     - 1937     GOOD             CGS
 AW0585  HISTORY     - 1939     GOOD             CGS
 AW0585  HISTORY     - 1939     GOOD             CGS
 AW0585  HISTORY     - 1942     GOOD             CGS
 AW0585  HISTORY     - 1947     GOOD             CGS
 AW0585  HISTORY     - 1951     GOOD             CGS
 AW0585  HISTORY     - 1954     GOOD             CGS
 AW0585  HISTORY     - 1957     GOOD             USN
 AW0585  HISTORY     - 1960     GOOD             CGS
 AW0585  HISTORY     - 1963     GOOD             CGS
 AW0585  HISTORY     - 1963     GOOD             CGS
 AW0585  HISTORY     - 1964     GOOD             CGS
 AW0585  HISTORY     - 1964     GOOD             NGS
 AW0585  HISTORY     - 1965     GOOD             CGS
 AW0585  HISTORY     - 1974     GOOD             NGS
 AW0585  HISTORY     - 1974     GOOD             NGS
 AW0585  HISTORY     - 1974     GOOD             NGS
 AW0585  HISTORY     - 1978     GOOD             NGS
 AW0585  HISTORY     - 1978     GOOD             NGS
 AW0585  HISTORY     - 1979     GOOD             NGS
 AW0585  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AW0585  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0585  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0585  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0585  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0585  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0585  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0585  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0585  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0585  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0585  HISTORY     - 20041210 MARK NOT FOUND   USPSQD
 AW0585
 AW0585                          STATION DESCRIPTION
 AW0585
 AW0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW0585'ON THE FORT SAN JACINTO PROPERTY, ABOUT 0.9 MILE NE OF THE
 AW0585'E END OF AVENUE J AT GALVESTON, ABOUT 0.3 MILE NE OF THE
 AW0585'DIVERGENCE OF THE ROAD TO BOLIVAR FERRY FROM THE SEA WALL,
 AW0585'AT THE W SIDE OF THE BOULEVARD, NEAR AN ANGLE IN THE SEA WALL,
 AW0585'AND 1.03 METERS NW OF THE NW CURB ALONG THE TOP OF THE WALL.
 AW0585'
 AW0585'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW0585'IN CONCRETE.
 AW0585'
 AW0585'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET FLUSH IN THE
 AW0585'SIDEWALK E OF THE WALL.
 AW0585'
 AW0585'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 AW0585
 AW0585                          STATION RECOVERY (1937)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW0585'STATION RECOVERED IN GOOD CONDITION.  IT IS FLUSH WITH THE
 AW0585'SURFACE OF THE GROUND.
 AW0585
 AW0585                          STATION RECOVERY (1939)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GRS)
 AW0585'AT GALVESTON, ABOUT 2.3 MILES NORTHEAST OF THE BUCCANEER HOTEL,
 AW0585'ABOUT 1.5 MILES SOUTHWEST OF THE NORTHEAST END OF THE GALVESTON
 AW0585'SEA WALL AND AT THE CENTER LINE OF THE TOP OF THE SIDE WALK
 AW0585'BESIDE THE SEA WALL.  A STANDARD REFERENCE MARK DISK, STAMPED
 AW0585'SAN NO. 1.  (4.666 METERS OR 15.308 FEET.)
 AW0585
 AW0585                          STATION RECOVERY (1939)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GRS)
 AW0585'AT GALVESTON, ABOUT 2.2 MILES NORTHEAST OF THE BUCCANEER
 AW0585'HOTEL, ABOUT 1.6 MILES SOUTH WEST OF THE NORTHEAST END OF THE
 AW0585'SEA WALL, AT THE CENTER LINE OF THE TOP OF THE SIDEWALK ALONG
 AW0585'THE GALVESTON SEA WALL, AND ABOUT 129 FEET SOUTHWEST OF R.M.
 AW0585'1 SAN.  A STANDARD REFERENCE MARK DISK, STAMPED SAN NO. 2.
 AW0585'(4.658 METERS OR 15.282 FEET.)
 AW0585
 AW0585                          STATION RECOVERY (1942)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCA)
 AW0585'STATION AND REFERENCE MARKS RECOVERED.  STATION MARK HAD ONE
 AW0585'CORNER CHIPPED OFF BUT WAS OTHERWISE SOUND.  MARK WAS REENFORCED
 AW0585'WITH CONCRETE.
 AW0585'
 AW0585'STATION DISK IS STAMPED SAN 1933.
 AW0585'
 AW0585'REFERENCE MARK 1 IS NE OF THE STATION AND IS STAMPED SAN
 AW0585'NO 1 1933.
 AW0585'
 AW0585'REFERENCE MARK 2 IS STAMPED SAN NO 2 1933.
 AW0585
 AW0585                          STATION RECOVERY (1947)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW0585'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AW0585'IN GOOD CONDITION.
 AW0585
 AW0585                          STATION RECOVERY (1951)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AW0585'2.3 MILES NE ALONG SEA WALL BOULEVARD FROM THE BUCCANEER
 AW0585'HOTEL AT GALVESTON, 107 FEET NW OF THE SE EDGE OF THE SEA
 AW0585'WALL, 54 FEET NW OF THE CENTER LINE OF THE BOULEVARD, 3.7
 AW0585'FEET NW OF A CONCRETE CURB, 1.2 FEET SE OF A WITNESS POST,
 AW0585'AND 10 FEET ABOVE THE TOP OF THE SEA WALL.  STATION MARK IS
 AW0585'A STANDARD STATION DISK SET IN THE TOP OF A CONCRETE POST
 AW0585'WHICH IS FLUSH WITH THE GROUND AND IS STAMPED SAN 1933.
 AW0585'
 AW0585'R.M. 1 IS 167.7 FEET NE OF STATION, 93 FEET N OF AN ANGLE
 AW0585'IN THE SEA WALL, AND 9.5 FEET NW OF THE SE EDGE OF THE SEA
 AW0585'WALL.  IT IS A STANDARD REFERENCE DISK SET IN THE TOP OF
 AW0585'THE CENTER OF A SIDEWALK AND IS STAMPED SAN NO 1 1933 ELEV
 AW0585'15.308 FT.
 AW0585'
 AW0585'R.M. 2 IS 96.3 FEET SE OF STATION, 37 FEET SE OF THE CENTER
 AW0585'LINE OF THE BOULEVARD, AND 10 FEET NW OF THE SE EDGE OF THE
 AW0585'SEA WALL.  IT IS A STANDARD REFERENCE DISK SET IN THE TOP
 AW0585'OF THE CENTER OF A SIDEWALK AND IS STAMPED SAN NO 2 1933 ELEV
 AW0585'15.282 FT.
 AW0585
 AW0585                          STATION RECOVERY (1954)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CRR)
 AW0585'RECOVERED AS DESCRIBED.  REFERENCE MARK 1 WAS RECOVERED AS
 AW0585'DESCRIBED.  REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED.
 AW0585
 AW0585                          STATION RECOVERY (1957)
 AW0585
 AW0585'RECOVERY NOTE BY US NAVY 1957 (CDG)
 AW0585'PREVIOUS DESCRIPTIONS ARE ADEQUATE WITH FOLLOWING ADDITIONS--
 AW0585'
 AW0585'STATION IS LOCATED 45 FT. SOUTH OF THE BEND IN THE SEAWALL
 AW0585'AND 3 FT. WEST OF THE WESTERN AND HIGHEST CURB OF THE SEAWALL.
 AW0585'A 20 FT. STEEL TOWER HAS BEEN ERECTED OVER THE MARK.
 AW0585'
 AW0585'R.M. 1 AND R.M. 2 RECOVERED AS DESCRIBED.
 AW0585
 AW0585                          STATION RECOVERY (1960)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW0585'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 AW0585'1951 RECOVERY NOTE BY W.M.H. IS COMPLETE.  THE DISTANCES TO
 AW0585'THE REFERENCE MARKS WERE VERIFIED.
 AW0585
 AW0585                          STATION RECOVERY (1963)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW0585'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW0585'ORIGINAL DESCRIPTION STILL ADEQUATE, AS IS RECOVERY NOTES
 AW0585'1957 AND 1960.  STATION LOCATED 45 FEET SOUTH-SOUTHWEST OF ANGLE IN
 AW0585'THE SEAWALL, ON TOP THE HIGHER WALL 3 FEET WEST OF THE HIGHEST
 AW0585'CURB ALONG THE SEAWALL, IN CENTER OF 4 CONCRETE FOUNDATION
 AW0585'ANCHOR POSTS WHERE A 20 FOOT STEEL TOWER WAS ERECTED, SINCE
 AW0585'REMOVED OR DESTROYED BY STORMS.  IT IS 0.5 MILE NORTH-NORTHEAST
 AW0585'ALONG THE SEAWALL BLVD. FROM JUNCTION OF U.S. 87 WHERE 87
 AW0585'TURNS NORTHERLY TO THE FERRY.  -- FROM INTERSECTION OF
 AW0585'BROADWAY AND 25TH STREET, GO EAST ON BROADWAY (U.S. HIGHWAY
 AW0585'75) 1.4 MILE TO JUNCTION OF U.S. 87, THENCE LEFT 0.3
 AW0585'MILE, KEEP RIGHT ALONG SEAWALL BLVD. 0.5 MILE TO STATION ON
 AW0585'LEFT, NEAR ANGLE IN THE SEAWALL.
 AW0585'
 AW0585'STATION MARK IS FLUSH WITH THE FILLED SURFACE.
 AW0585
 AW0585                          STATION RECOVERY (1963)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW0585'STATION RECOVERED IN GOOD CONDITION.  THE 1951 DESCRIPTION
 AW0585'WITH THE 1957 RECOVERY NOTE IS ADEQUATE EXCEPT THE STEEL TOWER HAS
 AW0585'BEEN RAZED.
 AW0585
 AW0585                          STATION RECOVERY (1964)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0585'ABOUT 2.2 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE
 AW0585'MOODY CENTER AT GALVESTON, 107 FEET NORTHWEST OF THE SOUTHEAST
 AW0585'EDGE OF THE SEA WALL, 54 FEET NORTHWEST OF THE CENTER LINE
 AW0585'OF THE BOULEVARD, 3.7 FEET NORTHWEST OF A CONCRETE CURB ON
 AW0585'THE TOP AND NORTHWEST SIDE OF THE BOULEVARD, SET IN THE TOP
 AW0585'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0585'
 AW0585'R.M. 1 IS 167-1/2 FEET NORTHEAST OF THE STATION MARK, 93 FEET
 AW0585'NORTH OF AN ANGLE IN THE SEA WALL, 9-1/2 FEET NORTHWEST OF
 AW0585'THE SOUTHEAST EDGE OF THE SEA WALL, AND SET IN THE CENTER OF
 AW0585'THE TOP OF A CONCRETE SIDEWALK.
 AW0585'
 AW0585'R.M. 2 IS 37 FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD,
 AW0585'96-1/2 FEET SOUTHEAST OF THE STATION MARK, 10 FEET NORTHWEST
 AW0585'OF THE SOUTHEAST EDGE OF THE SEA WALL, AND SET IN THE CENTER
 AW0585'OF THE TOP OF A CONCRETE SIDEWALK.
 AW0585
 AW0585                          STATION RECOVERY (1964)
 AW0585
 AW0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0585'2.2 MI NE FROM GALVESTON.
 AW0585'ABOUT 2.2 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0585'CENTER AT GALVESTON, 107 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AW0585'SEA WALL, 54 FEET NORTHWEST OF THE CENTER LINE OF THE BOULEVARD, 3.7
 AW0585'FEET NORTHWEST OF A CONCRETE CURB ON THE TOP AND NORTHWEST SIDE OF THE
 AW0585'BOULEVARD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0585
 AW0585                          STATION RECOVERY (1965)
 AW0585
 AW0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW0585'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 AW0585'ARE ADEQUATE.
 AW0585
 AW0585                          STATION RECOVERY (1974)
 AW0585
 AW0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW0585'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 AW0585'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS WERE CHECKED
 AW0585'WITH THE OBSERVATIONS MADE IN 1942.  THE TO REACH IN THE 1951
 AW0585'DESCRIPTION IS ADEQUATE.
 AW0585'
 AW0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST EDGE OF
 AW0585'GALVESTON.
 AW0585
 AW0585                          STATION RECOVERY (1974)
 AW0585
 AW0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 AW0585'THE STATION, R.M. 1, AND R.M. 2 WERE RECOVERED AS DESCRIBED IN
 AW0585'GOOD CONDITION.
 AW0585
 AW0585                          STATION RECOVERY (1974)
 AW0585
 AW0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW0585'RECOVERED IN GOOD CONDITION.
 AW0585
 AW0585                          STATION RECOVERY (1978)
 AW0585
 AW0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW0585'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 AW0585'GOOD CONDITION.  DIRECTIONS TO THE REFERENCE MARKS COMPARED
 AW0585'FAVORABLY WITH 1974 OBSERVATIONS.  SHORTER DISTANCES OF 0.119
 AW0585'METER TO REFERENCE MARK 1, 0.134 METER TO REFERENCE MARK 2, AND
 AW0585'0.125 METER BETWEEN THE REFERENCE MARKS WAS NOTED AND VERIFIED
 AW0585'AT THIS TIME.  IT APPEARS THAT THE 1974 MEASUREMENTS ARE SLOPE
 AW0585'DISTANCES.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 AW0585'
 AW0585'THE STATION IS LOCATED NEAR THE EAST END OF GALVESTON ISLAND, IN
 AW0585'THE EAST PART OF GALVESTON, 1.6 MILES SOUTHWEST OF THE NORTHEAST
 AW0585'END OF THE SEAWALL AND SEAWALL BOULEVARD.  IT IS ON PROPERTY
 AW0585'OWNED BY THE CITY OF GALVESTON AND PERMISSION TO USE THE STATION
 AW0585'WAS GRANTED BY MR. PETER H. EARLY, CITY ENGINEER, P.O. BOX 779,
 AW0585'GALVESTON, TEXAS 77551.
 AW0585'
 AW0585'TO REACH THE STATION FROM THE MOODY CENTER IN GALVESTON, GO
 AW0585'NORTHEAST ON SEAWALL BOULEVARD FOR 2.2 MILES TO WHERE THE SEAWALL
 AW0585'ANGLES TO THE LEFT AND THE STATION ON THE LEFT.
 AW0585'
 AW0585'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AW0585'STAMPED---SAN 1933---,
 AW0585'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE
 AW0585'GROUND.  IT IS
 AW0585'72.0 FEET NORTHWEST FROM THE CENTERLINE OF SEAWALL BOULEVARD,
 AW0585'46.0 FEET SOUTHWEST FROM A METAL POLE WITH LIGHT ATOP, AND
 AW0585'4.0 FEET NORTHWEST FROM A CURB ATOP THE SEAWALL.
 AW0585'
 AW0585'REFERENCE MARK 1 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AW0585'STAMPED---SAN 1933 NO 1 ELEV.15.308 FT.---,
 AW0585'SET INTO A DRILL HOLE IN A CONCRETE LEDGE FLUSH WITH THE TOP
 AW0585'OF A CONCRETE SEAWALL.
 AW0585'
 AW0585'REFERENCE MARK 2 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AW0585'STAMPED---SAN 1933 NO 2 ELEV.15.282 FT.---,
 AW0585'SET INTO A DRILL HOLE IN A CONCRETE LEDGE FLUSH WITH THE TOP
 AW0585'OF A CONCRETE SEAWALL.
 AW0585'
 AW0585'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.6 METERS.
 AW0585'STATION BUCCANEER 1933 CAN BE USED AS AN AZIMUTH MARK.
 AW0585
 AW0585                          STATION RECOVERY (1978)
 AW0585
 AW0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0585'RECOVERED IN GOOD CONDITION.
 AW0585
 AW0585                          STATION RECOVERY (1979)
 AW0585
 AW0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW0585'STATION MARK AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD
 AW0585'CONDITION.
 AW0585'
 AW0585'REFERENCE MARK NO 1 IS 24 FEET SE OF THE CENTERLINE OF SEAWALL
 AW0585'BLVD.
 AW0585'
 AW0585'THE RECOVERY NOTE BY BIW IN 1964 IS OTHERWISE ADEQUATE.
 AW0585'
 AW0585'DESCRIBED--RAH
 AW0585'
 AW0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW0585
 AW0585                          STATION RECOVERY (1984)
 AW0585
 AW0585'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0585'MARK NOT FOUND.
 AW0585
 AW0585                          STATION RECOVERY (1987)
 AW0585
 AW0585'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0585'MARK NOT FOUND.
 AW0585
 AW0585                          STATION RECOVERY (1987)
 AW0585
 AW0585'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW0585'MARK NOT FOUND.
 AW0585
 AW0585                          STATION RECOVERY (1987)
 AW0585
 AW0585'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0585'MARK NOT FOUND.
 AW0585
 AW0585                          STATION RECOVERY (1987)
 AW0585
 AW0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0585'MARK NOT FOUND.
 AW0585
 AW0585                          STATION RECOVERY (1988)
 AW0585
 AW0585'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0585'MARK NOT FOUND.
 AW0585
 AW0585                          STATION RECOVERY (1988)
 AW0585
 AW0585'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0585'MARK NOT FOUND.
 AW0585
 AW0585                          STATION RECOVERY (1989)
 AW0585
 AW0585'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0585'MARK NOT FOUND.
 AW0585
 AW0585                          STATION RECOVERY (1989)
 AW0585
 AW0585'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0585'MARK NOT FOUND.
 AW0585
 AW0585                          STATION RECOVERY (1990)
 AW0585
 AW0585'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0585'MARK NOT FOUND.
 AW0585
 AW0585                          STATION RECOVERY (2004)
 AW0585
 AW0585'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0918 ***********************************************************************
 CB0918  DESIGNATION -  SAN
 CB0918  PID         -  CB0918
 CB0918  STATE/COUNTY-  TX/TOM GREEN
 CB0918  USGS QUAD   -  WATER VALLEY (1984)
 CB0918
 CB0918                         *CURRENT SURVEY CONTROL
 CB0918  ___________________________________________________________________
 CB0918* NAD 83(1993)-  31 38 19.47336(N)    100 38 31.55556(W)     ADJUSTED  
 CB0918* NAVD 88     -       732.3    (meters)    2403.     (feet)  VERTCON   
 CB0918  ___________________________________________________________________
 CB0918  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CB0918  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CB0918
 CB0918  HORZ ORDER  -  SECOND
 CB0918
 CB0918.The horizontal coordinates were established by classical geodetic methods
 CB0918.and adjusted by the National Geodetic Survey in February 1996..
 CB0918
 CB0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0918
 CB0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0918
 CB0918.The geoid height was determined by GEOID03.
 CB0918
 CB0918;                    North         East     Units Scale Factor Converg.
 CB0918;SPC TX C     - 3,218,660.890   670,711.663   MT  0.99994345   -0 09 32.5
 CB0918;SPC TX C     -10,559,889.94  2,200,493.18   sFT  0.99994345   -0 09 32.5
 CB0918;UTM  14      - 3,501,564.915   344,280.277   MT  0.99989907   -0 51 41.6
 CB0918
 CB0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0918!SPC TX C     -   0.99988885  x   0.99994345  =   0.99983231
 CB0918!UTM  14      -   0.99988885  x   0.99989907  =   0.99978793
 CB0918
 CB0918|---------------------------------------------------------------------|
 CB0918| PID    Reference Object                     Distance      Geod. Az  |
 CB0918|                                                           dddmmss.s |
 CB0918| CV6206 SAN RM 1                             13.988 METERS 05902     |
 CB0918| CB0834 AIRWAY BEACON 20                    APPROX.20.7 KM 0682525.5 |
 CB0918| CV6205 SAN AZ MK                                          1133305.6 |
 CB0918| CB0909 POPE SILO                           APPROX. 5.7 KM 1314044.4 |
 CB0918| CB0911 SANATORIUM TB SANATORIUM STK        APPROX. 3.2 KM 1932727.2 |
 CB0918| CB0912 SANATORIUM TB SANATORIUM TK         APPROX. 3.2 KM 1941640.0 |
 CB0918| CB0917 WATER VALLEY MC LAUGHLIN MON        APPROX. 8.0 KM 2751654.3 |
 CB0918| CV6207 SAN RM 2                             25.522 METERS 29110     |
 CB0918|---------------------------------------------------------------------|
 CB0918
 CB0918                          SUPERSEDED SURVEY CONTROL
 CB0918
 CB0918  NAD 83(1986)-  31 38 19.48035(N)    100 38 31.54134(W) AD(       ) 2
 CB0918  NAD 27      -  31 38 18.92700(N)    100 38 30.17200(W) AD(       ) 2
 CB0918  NGVD 29 (07/19/86)  732.1    (m)         2402.     (f) VERT ANG       
 CB0918
 CB0918.Superseded values are not recommended for survey control.
 CB0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0918.See file dsdata.txt to determine how the superseded data were derived.
 CB0918
 CB0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA4428001565(NAD 83)
 CB0918_MARKER: DS = TRIANGULATION STATION DISK
 CB0918_SETTING: 66 = SET IN ROCK OUTCROP
 CB0918
 CB0918  HISTORY     - Date     Condition        Report By
 CB0918  HISTORY     - 1943     MONUMENTED       CGS
 CB0918  HISTORY     - 1947     GOOD             LOCSUR
 CB0918  HISTORY     - 1956     GOOD             USGS
 CB0918
 CB0918                          STATION DESCRIPTION
 CB0918
 CB0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0918'STATION IS ABOUT 2 MILES N OF SANATORIUM ON THE S END OF A BARREN
 CB0918'ROCKY RIDGE LYING ABOUT 1 MILE W OF A GRADED DIRT ROAD LEADING N
 CB0918'FROM THE CARLSBAD POST OFFICE.  THE MARK IS A BRONZE STATION
 CB0918'DISK SET IN AN OUTCROPPING LEDGE ABOUT 6 FEET SQUARE FLUSH WITH
 CB0918'THE GROUND, AND IS ABOUT 8 FEET S OF A SMALL PILE OF ROCKS.
 CB0918'
 CB0918'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE
 CB0918'DISK SET IN A SMALL OUTCROP OF BEDROCK FLUSH WITH THE GROUND.
 CB0918'
 CB0918'REFERENCE MARK 2 IS W OF THE STATION.  IT IS A BRONZE REFERENCE
 CB0918'DISK SET IN A 4-FOOT SQUARE OUTCROP OF BEDROCK.
 CB0918'
 CB0918'AZIMUTH MARK IS ON THE HIGHEST PART OF THE FIRST HILL E OF THE
 CB0918'STATION AND ABOUT 0.75 MILE AWAY.  IT IS A BRONZE AZIMUTH
 CB0918'DISK SET IN AN OUTCROP OF BEDROCK ABOUT 3 FEET SQUARE AND FLUSH
 CB0918'WITH THE GROUND BETWEEN TWO 6-INCH MESQUITE TREES (THE ONLY TREES
 CB0918'OF ANY SIZE ON THE HILL).
 CB0918'
 CB0918'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CB0918'REFERENCE MARKS ARE ALSO STAMPED WITH NUMBER.
 CB0918'
 CB0918'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 67
 CB0918'AND 87 IN SAN ANGELO.  GO NW ON HIGHWAY 87 FOR 15.5 MILES TO
 CB0918'CROSS ROAD AT THE L.A. HENDERSON STORE ON THE RIGHT, GO RIGHT
 CB0918'ON GRADED DIRT ROAD 0.4 MILE TO SURFACED ROAD, MAKE A SHORT JOG
 CB0918'TO THE LEFT, AND CONTINUE N ON DIRT ROAD FOR 2.2 MILES TO A
 CB0918'POINT WHERE ROAD TURNS RIGHT JUST AFTER CROSSING CATTLE GUARD.
 CB0918'FROM HERE THE STATION IS ON THE SECOND RIDGE TO THE W ABOUT 1
 CB0918'MILE DISTANT BUT IS NOT VISIBLE FROM THIS POINT.  THE STATION
 CB0918'CAN BE REACHED BY TRUCK FROM THIS POINT BY DOUBLING BACK
 CB0918'ALONG THE FENCE AROUND THE FIRST TWO HILLS AND THEN RIGHT UP
 CB0918'THE SECOND DRAW FROM THE FENCE.  GO ALMOST TO THE END OF THE
 CB0918'DRAW AND THEN CUT BACK TO THE LEFT AND CLIMB TO THE TOP OF THE
 CB0918'HILL AT THE SW END.  THEN ALONG THE HILL FOR ABOUT 0.25 MILE
 CB0918'TO THE HIGHEST PART OF THE HILL AND STATION.
 CB0918'
 CB0918'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CB0918
 CB0918                          STATION RECOVERY (1947)
 CB0918
 CB0918'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0918'RECOVERED BY GEN GEO CO.
 CB0918'STATION AND AZIMUTH MARK RECOVERED AND IN GOOD CONDITION.
 CB0918
 CB0918                          STATION RECOVERY (1956)
 CB0918
 CB0918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CB0918'FOUND AS DESCRIBED.
 CB0918'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1838 ***********************************************************************
 FL1838  DESIGNATION -  SAN
 FL1838  PID         -  FL1838
 FL1838  STATE/COUNTY-  TX/HUTCHINSON
 FL1838  USGS QUAD   -  SANFORD (1970)
 FL1838
 FL1838                         *CURRENT SURVEY CONTROL
 FL1838  ___________________________________________________________________
 FL1838* NAD 83(1993)-  35 38 52.87046(N)    101 33 36.96498(W)     ADJUSTED  
 FL1838* NAVD 88     -       973.     (meters)    3192.     (feet)  SCALED    
 FL1838  ___________________________________________________________________
 FL1838  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FL1838  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 FL1838
 FL1838  HORZ ORDER  -  SECOND
 FL1838
 FL1838.The horizontal coordinates were established by classical geodetic methods
 FL1838.and adjusted by the National Geodetic Survey in February 1996..
 FL1838
 FL1838.The orthometric height was scaled from a topographic map.
 FL1838
 FL1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1838
 FL1838.The geoid height was determined by GEOID03.
 FL1838
 FL1838;                    North         East     Units Scale Factor Converg.
 FL1838;SPC TX N     - 1,182,828.329   194,542.409   MT  0.99991891   -0 02 05.7
 FL1838;SPC TX N     - 3,880,662.61    638,261.22   sFT  0.99991891   -0 02 05.7
 FL1838;UTM  14      - 3,947,929.306   268,203.163   MT  1.00026215   -1 29 34.1
 FL1838
 FL1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1838!SPC TX N     -   0.99985145  x   0.99991891  =   0.99977037
 FL1838!UTM  14      -   0.99985145  x   1.00026215  =   1.00011356
 FL1838
 FL1838|---------------------------------------------------------------------|
 FL1838| PID    Reference Object                     Distance      Geod. Az  |
 FL1838|                                                           dddmmss.s |
 FL1838| CJ8386 SAN RM 1                             41.535 METERS 07412     |
 FL1838| CJ8387 SAN RM 2                             47.321 METERS 12216     |
 FL1838| CJ8385 SAN AZ MK                                          1763016.4 |
 FL1838| FL1837 FRITCH NATURAL GAS PLINE MAST       APPROX. 2.7 KM 2702622.1 |
 FL1838| FL1839 FRITCH NATURAL GAS PLINE STACK      APPROX. 2.4 KM 2783857.1 |
 FL1838|---------------------------------------------------------------------|
 FL1838
 FL1838                          SUPERSEDED SURVEY CONTROL
 FL1838
 FL1838  NAD 83(1993)-  35 38 52.87228(N)    101 33 36.96152(W) AD(       ) 2
 FL1838  NAD 83(1986)-  35 38 52.87792(N)    101 33 36.95488(W) AD(       ) 2
 FL1838  NAD 27      -  35 38 52.72400(N)    101 33 35.33900(W) AD(       ) 2
 FL1838
 FL1838.Superseded values are not recommended for survey control.
 FL1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1838.See file dsdata.txt to determine how the superseded data were derived.
 FL1838
 FL1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6820347929(NAD 83)
 FL1838_MARKER: DS = TRIANGULATION STATION DISK
 FL1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1838
 FL1838  HISTORY     - Date     Condition        Report By
 FL1838  HISTORY     - 1951     MONUMENTED       CGS
 FL1838
 FL1838                          STATION DESCRIPTION
 FL1838
 FL1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1838'THE STATION IS LOCATED IN A PASTURE THAT IS ALONG THE WEST SIDE OF
 FL1838'FARM ROAD 687.  IT IS ABOUT 3 MILES AIRLINE EAST OF FRITCH,
 FL1838'ABOUT 4 MILES AIRLINE SOUTH OF SANFORD, AND ABOUT 10 MILES
 FL1838'AIRLINE WEST-SOUTHWEST OF BORGER.
 FL1838'
 FL1838'THE STATION IS 165 FEET WEST OF THE CENTER LINE OF FARM ROAD
 FL1838'687, AND 12 FEET WEST-SOUTHWEST OF A WHITE WITNESS POST.  IT IS
 FL1838'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1838'POST THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED--SAN 1951.
 FL1838'
 FL1838'REFERENCE MARK NUMBER ONE IS 1 FOOT WEST OF A WIRE FENCE, 15
 FL1838'FEET WEST OF THE CENTER LINE OF FARM ROAD 687, 10 FEET EAST
 FL1838'OF THE CENTER LINE OF A FIRE BREAK, AND ABOUT 2 FEET LOWER THAN
 FL1838'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 FL1838'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  THE DISK IS
 FL1838'STAMPED--SAN NO 1 1951.
 FL1838'
 FL1838'REFERENCE MARK NUMBER TWO IS 1 FOOT WEST OF THE WIRE FENCE, 15
 FL1838'FEET WEST OF THE CENTER LINE OF FARM ROAD 687, 10 FEET EAST
 FL1838'OF THE CENTER LINE OF A FIRE BREAK, AND ABOUT 2 FEET LOWER THAN
 FL1838'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 FL1838'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  THE DISK IS
 FL1838'STAMPED--SAN NO 2 1951.
 FL1838'
 FL1838'THE AZIMUTH MARK IS 45 FEET WEST OF THE CENTER LINE OF FARM
 FL1838'ROAD 687, 1 FOOT WEST OF A WIRE FENCE, AND ON THE SUMMIT OF
 FL1838'A LOW HILL.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 FL1838'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK IS
 FL1838'STAMPED--SAN 1951.  TO REACH THE MARK FROM THE STATION GO SOUTH
 FL1838'ON FARM ROAD 687 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 FL1838'
 FL1838'TO REACH THE STATION FROM THE POST OFFICE IN FRITCH GO EASTERLY
 FL1838'ON STATE HIGHWAY 136 FOR 2.8 MILES TO FARM ROAD 687 ON THE LEFT.
 FL1838'TURN LEFT, NORTH, AND GO AS PER SIGN SANFORD FOR 1.2 MILES TO
 FL1838'THE STATION ON THE LEFT.
 FL1838'
 FL1838'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7028 ***********************************************************************
 AW7028  DESIGNATION -  SAN
 AW7028  PID         -  AW7028
 AW7028  STATE/COUNTY-  TX/GALVESTON
 AW7028  USGS QUAD   -  SAN LUIS PASS (1974)
 AW7028
 AW7028                         *CURRENT SURVEY CONTROL
 AW7028  ___________________________________________________________________
 AW7028* NAD 83(1993)-  29 06 45.89517(N)    095 04 56.98738(W)     ADJUSTED  
 AW7028* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AW7028  ___________________________________________________________________
 AW7028  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AW7028  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AW7028
 AW7028  HORZ ORDER  -  THIRD
 AW7028
 AW7028.The horizontal coordinates were established by classical geodetic methods
 AW7028.and adjusted by the National Geodetic Survey in February 1996..
 AW7028
 AW7028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7028
 AW7028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7028
 AW7028.The geoid height was determined by GEOID03.
 AW7028
 AW7028;                    North         East     Units Scale Factor Converg.
 AW7028;SPC TXSC     - 4,148,178.188   981,181.697   MT  0.99987071   +1 55 09.2
 AW7028;SPC TXSC     -13,609,481.27  3,219,093.62   sFT  0.99987071   +1 55 09.2
 AW7028;UTM  15      - 3,222,269.498   297,361.824   MT  1.00010673   -1 00 48.8
 AW7028
 AW7028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7028!SPC TXSC     -   1.00000372  x   0.99987071  =   0.99987443
 AW7028!UTM  15      -   1.00000372  x   1.00010673  =   1.00011045
 AW7028
 AW7028                          SUPERSEDED SURVEY CONTROL
 AW7028
 AW7028  NAD 83(1986)-  29 06 45.90584(N)    095 04 56.96830(W) AD(       ) 3
 AW7028  NGVD 29 (03/28/90)    2.8    (m)            9.     (f) VERT ANG       
 AW7028
 AW7028.Superseded values are not recommended for survey control.
 AW7028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7028.See file dsdata.txt to determine how the superseded data were derived.
 AW7028
 AW7028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9736222269(NAD 83)
 AW7028_MARKER: DD = SURVEY DISK
 AW7028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW7028_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW7028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW7028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7028+STABILITY: SURFACE MOTION
 AW7028
 AW7028  HISTORY     - Date     Condition        Report By
 AW7028  HISTORY     - 1982     MONUMENTED       NOS
 AW7028  HISTORY     - 19990604 MARK NOT FOUND   USPSQD
 AW7028  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 AW7028  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW7028
 AW7028                          STATION DESCRIPTION
 AW7028
 AW7028'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW7028'THE STATION IS LOCATED 2.25 MI. NORTH OF SAN LUIS PASS ON
 AW7028'THE SOUTH END OF GALVESTON ISLAND.
 AW7028'
 AW7028'TO REACH FROM THE TOLL BOOTH ON THE NORTH END OF THE SAN LUIS
 AW7028'PASS BRIDGE GO NORTHEAST ON FM 3005 FOR 3.62 KM. (2.25 MI.) TO
 AW7028'A SAND ROAD RIGHT AND STATION ON RIGHT.
 AW7028'
 AW7028'THE STATION IS A NOS ALUMINUM DISK STAMPED---SAN 1982---,
 AW7028'AFFIXED TO THE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED IN
 AW7028'CONCRETE AND PROJECTING 4 INCHES.
 AW7028'
 AW7028'IT IS LOCATED,
 AW7028'18.59 METERS (61.0 FT.) SOUTH EAST FROM THE CENTERLINE OF FM 3005,
 AW7028'21.03 METERS (69.0 FT.) SOUTHWEST FROM THE CENTER OF A SAND ROAD,
 AW7028'0.61 METERS (2.0 FT.) WEST FROM A METAL WITNESS POST WITH SIGN.
 AW7028'
 AW7028'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 AW7028'DESCRIBED BY MWJ.
 AW7028
 AW7028                          STATION RECOVERY (1999)
 AW7028
 AW7028'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW7028'MARK NOT FOUND.
 AW7028
 AW7028                          STATION RECOVERY (2003)
 AW7028
 AW7028'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW7028'MARK NOT FOUND.
 AW7028
 AW7028                          STATION RECOVERY (2004)
 AW7028
 AW7028'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6338 ***********************************************************************
 AW6338  DESIGNATION -  SAN 1930
 AW6338  PID         -  AW6338
 AW6338  STATE/COUNTY-  TX/HARRIS
 AW6338  USGS QUAD   -  LA PORTE (1982)
 AW6338
 AW6338                         *CURRENT SURVEY CONTROL
 AW6338  ___________________________________________________________________
 AW6338* NAD 83(1993)-  29 41 07.98628(N)    095 01 28.79086(W)     ADJUSTED  
 AW6338* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6338  ___________________________________________________________________
 AW6338  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6338  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6338
 AW6338  HORZ ORDER  -  THIRD
 AW6338
 AW6338.The horizontal coordinates were established by classical geodetic methods
 AW6338.and adjusted by the National Geodetic Survey in February 1996..
 AW6338
 AW6338.The orthometric height was scaled from a topographic map.
 AW6338
 AW6338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6338
 AW6338.The geoid height was determined by GEOID03.
 AW6338
 AW6338;                    North         East     Units Scale Factor Converg.
 AW6338;SPC TXSC     - 4,211,813.882   984,649.315   MT  0.99988190   +1 56 51.2
 AW6338;SPC TXSC     -13,818,259.38  3,230,470.29   sFT  0.99988190   +1 56 51.2
 AW6338;UTM  15      - 3,285,657.445   304,092.217   MT  1.00007357   -1 00 10.8
 AW6338
 AW6338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6338!SPC TXSC     -   1.00000411  x   0.99988190  =   0.99988601
 AW6338!UTM  15      -   1.00000411  x   1.00007357  =   1.00007768
 AW6338
 AW6338                          SUPERSEDED SURVEY CONTROL
 AW6338
 AW6338  NAD 83(1986)-  29 41 08.00248(N)    095 01 28.77166(W) AD(       ) 3
 AW6338  NAD 27      -  29 41 07.17811(N)    095 01 28.02567(W) AD(       ) 3
 AW6338
 AW6338.Superseded values are not recommended for survey control.
 AW6338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6338.See file dsdata.txt to determine how the superseded data were derived.
 AW6338
 AW6338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0409285657(NAD 83)
 AW6338_MARKER: Z = SEE DESCRIPTION
 AW6338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6338+STABILITY: SURFACE MOTION
 AW6338
 AW6338  HISTORY     - Date     Condition        Report By
 AW6338  HISTORY     - 1930     MONUMENTED       CGS
 AW6338  HISTORY     - 1934     GOOD             TXGS
 AW6338  HISTORY     - 1952     GOOD             CGS
 AW6338  HISTORY     - 1961     GOOD             CGS
 AW6338  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6338
 AW6338                          STATION DESCRIPTION
 AW6338
 AW6338'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6338'STATION IS LOCATED ABOUT 1-1/4 MILES N OF LA PORTE AND ABOUT
 AW6338'1 MILE E OF STRANG.  IT IS LOCATED SLIGHTLY TO THE N OF THE
 AW6338'CENTER OF A LARGE MARSHY POINT, ABOUT 135 METERS NE FROM A
 AW6338'LARGE WOOD-COVERED GULLY.  THERE IS A WATER TANK ABOUT 280
 AW6338'METERS DISTANT N 75 DEG W.
 AW6338'
 AW6338'STATION IS MARKED BY CROSS IN END OF BRASS ROD SET IN THE
 AW6338'TOP OF A 4-INCH-SQUARE CONCRETE POST EXTENDING 3 INCHES ABOVE
 AW6338'THE GROUND.
 AW6338'
 AW6338'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE POSTS.
 AW6338'
 AW6338'REFERENCE MARK 1 IS 25.16 METERS FROM STATION S 61 DEG 45 MIN E.
 AW6338'
 AW6338'AZIMUTH 199-1/2 DEG.
 AW6338
 AW6338                          STATION RECOVERY (1934)
 AW6338
 AW6338'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6338'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AW6338'DESCRIBED.
 AW6338
 AW6338                          STATION RECOVERY (1952)
 AW6338
 AW6338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6338'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AW6338'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.  REVISED
 AW6338'DESCRIPTION FOLLOWS--
 AW6338'
 AW6338'STATION IS LOCATED APPROXIMATELY 2.5 MILES N OF LA PORTE.  TO
 AW6338'REACH FROM THE INTERSECTION OF STATE HIGHWAYS 225 AND 146 IN
 AW6338'LA PORTE, PROCEED W ON HIGHWAY 225 FOR 0.3 MILE TO 90 DEG TURN.
 AW6338'TURN RIGHT (N) ON HIGHWAY 225 AND PROCEED 1.4 MILES (JUST
 AW6338'N OF UNDERPASS) TO A PRIVATE DRIVE, TURN RIGHT (E) 0.6 MILE TO
 AW6338'END OF DRIVE, WALK NE APPROXIMATELY 600 FEET TO LOW POINT AND
 AW6338'THE STATION.  STATION IS APPROXIMATELY 350 FEET NE OF A
 AW6338'TREE-COVERED DRAW, 124 FEET N OF A CLUMP OF WILLOW TREES, 37
 AW6338'FEET S OF A DITCH, AND 3 FEET NE OF A WITNESS POST.  A CROSS
 AW6338'IN THE END OF A BRASS ROD, SET IN THE TOP OF A CONCRETE POST
 AW6338'PROJECTING 3 INCHES, IS THE STATION MARK.
 AW6338'
 AW6338'REFERENCE MARK 1 IS ABOUT E OF THE STATION AND 20 FEET S OF
 AW6338'DITCH.  IT IS A STANDARD DISK, STAMPED NO 1 1930 AND SET IN
 AW6338'THE TOP OF A CONCRETE MONUMENT PROJECTING 0.2 FOOT.
 AW6338'
 AW6338'THE FOLLOWING DISTANCES AND DIRECTIONS WERE OBSERVED--
 AW6338
 AW6338                          STATION RECOVERY (1961)
 AW6338
 AW6338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6338'STATION, R.M. 1 AND THE IRON PIPE IN CONCRETE POST RECOVERED IN
 AW6338'GOOD CONDITION.  THE 1952 RECOVERY NOTE BY P.L.B. IS ADEQUATE.
 AW6338
 AW6338                          STATION RECOVERY (1997)
 AW6338
 AW6338'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0133 ***********************************************************************
 CB0133  DESIGNATION -  SAN ANGELO
 CB0133  PID         -  CB0133
 CB0133  STATE/COUNTY-  TX/TOM GREEN
 CB0133  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0133
 CB0133                         *CURRENT SURVEY CONTROL
 CB0133  ___________________________________________________________________
 CB0133* NAD 83(1986)-  31 27 53.     (N)    100 26 22.     (W)     SCALED    
 CB0133* NAVD 88     -       563.538  (meters)    1848.87   (feet)  ADJUSTED  
 CB0133  ___________________________________________________________________
 CB0133  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0133  DYNAMIC HT  -         562.768 (meters)    1846.35  (feet)  COMP
 CB0133  MODELED GRAV-     979,257.0   (mgal)                       NAVD 88
 CB0133
 CB0133  VERT ORDER  -  FIRST     CLASS II
 CB0133
 CB0133.The horizontal coordinates were scaled from a topographic map and have
 CB0133.an estimated accuracy of +/- 6 seconds.
 CB0133
 CB0133.The orthometric height was determined by differential leveling
 CB0133.and adjusted by the National Geodetic Survey in June 1991..
 CB0133.WARNING-Repeat measurements at this control monument indicate possible
 CB0133.vertical movement.
 CB0133
 CB0133.The geoid height was determined by GEOID03.
 CB0133
 CB0133.The dynamic height is computed by dividing the NAVD 88
 CB0133.geopotential number by the normal gravity value computed on the
 CB0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0133.degrees latitude (g = 980.6199 gals.).
 CB0133
 CB0133.The modeled gravity was interpolated from observed gravity values.
 CB0133
 CB0133;                    North         East    Units  Estimated Accuracy
 CB0133;SPC TX C     - 3,199,330.      689,920.      MT  (+/- 180 meters Scaled)
 CB0133
 CB0133                          SUPERSEDED SURVEY CONTROL
 CB0133
 CB0133.No superseded survey control is available for this station.
 CB0133
 CB0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV632820(NAD 83)
 CB0133_MARKER: DB = BENCH MARK DISK
 CB0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0133_SP_SET: STEP
 CB0133_MARK LOGO: CGS   
 CB0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0133+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 CB0133
 CB0133  HISTORY     - Date     Condition        Report By
 CB0133  HISTORY     - UNK      MONUMENTED       CGS
 CB0133  HISTORY     - 1933     GOOD             NGS
 CB0133  HISTORY     - 1935     GOOD             NGS
 CB0133  HISTORY     - 1981     GOOD             NGS
 CB0133  HISTORY     - 20031127 GOOD             USPSQD
 CB0133
 CB0133                          STATION DESCRIPTION
 CB0133
 CB0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0133'IN SAN ANGELO.
 CB0133'SET IN EAST END OF SECOND STEP AT SOUTH ENTRANCE TO CITY HALL.
 CB0133
 CB0133                          STATION RECOVERY (1935)
 CB0133
 CB0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0133'RECOVERED IN GOOD CONDITION.
 CB0133
 CB0133                          STATION RECOVERY (1981)
 CB0133
 CB0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0133'IN SAN ANGELO, IN TOP OF THE EAST END OF THE SECOND CONCRETE STEP OF
 CB0133'THE SOUTH ENTRANCE OF THE CITY HALL AT 100 WEST COLLEGE AVENUE.
 CB0133'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
 CB0133
 CB0133                          STATION RECOVERY (2003)
 CB0133
 CB0133'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0996 ***********************************************************************
 CB0996  DESIGNATION -  SAN ANGELO
 CB0996  PID         -  CB0996
 CB0996  STATE/COUNTY-  TX/TOM GREEN
 CB0996  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0996
 CB0996                         *CURRENT SURVEY CONTROL
 CB0996  ___________________________________________________________________
 CB0996* NAD 83(1993)-  31 28 14.23518(N)    100 25 22.53522(W)     ADJUSTED  
 CB0996* NAVD 88     -       563.54   (+/-2cm)    1848.9    (feet)  VERTCON   
 CB0996  ___________________________________________________________________
 CB0996  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CB0996  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CB0996
 CB0996  HORZ ORDER  -  FIRST
 CB0996  VERT ORDER  -  ? (See Below)
 CB0996
 CB0996.The horizontal coordinates were established by classical geodetic methods
 CB0996.and adjusted by the National Geodetic Survey in February 1996..
 CB0996
 CB0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0996.The vertical order pertains to the NGVD 29 superseded value.
 CB0996
 CB0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0996
 CB0996.The geoid height was determined by GEOID03.
 CB0996
 CB0996;                    North         East     Units Scale Factor Converg.
 CB0996;SPC TX C     - 3,199,983.827   691,486.509   MT  0.99991517   -0 02 46.1
 CB0996;SPC TX C     -10,498,613.61  2,268,651.99   sFT  0.99991517   -0 02 46.1
 CB0996;UTM  14      - 3,482,636.863   364,824.151   MT  0.99982537   -0 44 34.7
 CB0996
 CB0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0996!SPC TX C     -   0.99991533  x   0.99991517  =   0.99983051
 CB0996!UTM  14      -   0.99991533  x   0.99982537  =   0.99974072
 CB0996
 CB0996:                Primary Azimuth Mark                     Grid Az
 CB0996:SPC TX C     -  SAN ANGELO W TEX COT OIL CO TK           008 19 15.0
 CB0996:UTM  14      -  SAN ANGELO W TEX COT OIL CO TK           009 01 03.6
 CB0996
 CB0996|---------------------------------------------------------------------|
 CB0996| PID    Reference Object                     Distance      Geod. Az  |
 CB0996|                                                           dddmmss.s |
 CB0996| CB0879 SAN ANGELO W TEX COT OIL CO TK      APPROX. 1.1 KM 0081628.9 |
 CB0996| CV6208 SAN ANGELO RM 1                      23.198 METERS 16351     |
 CB0996| CV6209 SAN ANGELO RM 2                      92.440 METERS 17615     |
 CB0996| CB0876 SAN ANGELO SAC HEART CATH CH        APPROX. 1.4 KM 2345834.5 |
 CB0996| CB0877 SAN ANGELO W TEX UTIL CO TANK       APPROX. 4.1 KM 2400707.0 |
 CB0996| CV6210 SAN ANGELO RM 3                      30.435 METERS 28721     |
 CB0996| CB0878 SAN ANGELO W TEX UTIL CO N TK       APPROX. 2.3 KM 2983739.1 |
 CB0996|---------------------------------------------------------------------|
 CB0996
 CB0996                          SUPERSEDED SURVEY CONTROL
 CB0996
 CB0996  NAD 83(1986)-  31 28 14.24186(N)    100 25 22.52079(W) AD(       ) 1
 CB0996  NAD 27      -  31 28 13.65900(N)    100 25 21.18700(W) AD(       ) 1
 CB0996  NGVD 29 (??/??/92)  563.381  (m)         1848.36   (f) ADJ UNCH    ?  
 CB0996
 CB0996.Superseded values are not recommended for survey control.
 CB0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0996.See file dsdata.txt to determine how the superseded data were derived.
 CB0996
 CB0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6482482637(NAD 83)
 CB0996_MARKER: DS = TRIANGULATION STATION DISK
 CB0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0996_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0996
 CB0996  HISTORY     - Date     Condition        Report By
 CB0996  HISTORY     - 1935     MONUMENTED       CGS
 CB0996  HISTORY     - 1937     GOOD             TXHD
 CB0996  HISTORY     - 1938     GOOD             TSI
 CB0996  HISTORY     - 1943     GOOD             CGS
 CB0996  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0996
 CB0996                          STATION DESCRIPTION
 CB0996
 CB0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0996'STATION IS LOCATED IN THE NE CORNER OF THE SCHOOL YARD OF THE
 CB0996'EAST WARD GRAMMAR SCHOOL, AT THE CORNER OF PULLIAM AND BROWNING
 CB0996'STREETS IN SAN ANGELO.  MARK IS PLACED 32.5 FEET S OF THE S
 CB0996'CURB OF PULLIAM STREET AND 24 FEET W OF THE W CURB OF BROWNING
 CB0996'STREET, SET IN THE TOP OF A CONCRETE CYLINDER PROJECTING ABOUT
 CB0996'6 INCHES.  BRONZE STATION DISK.
 CB0996'
 CB0996'UNDERGROUND MARK.
 CB0996'
 CB0996'REFERENCE MARK 1 IS SSE OF STATION, 2 FEET W OF W CURB OF
 CB0996'BROWNING STREET, AND 5 FEET E OF LINE OF POLES, SET IN THE
 CB0996'TOP OF A CONCRETE CYLINDER PROJECTING ABOUT 6 INCHES.  A
 CB0996'BRONZE REFERENCE DISK.  REFERENCE MARK 2 IS S OF STATION,
 CB0996'4 FEET W OF W CURB OF BROWNING STREET, AND 6 FEET E OF LINE
 CB0996'OF POLES, SET IN THE TOP OF A CONCRETE CYLINDER.  A BRONZE
 CB0996'REFERENCE DISK.
 CB0996'
 CB0996'REFERENCE MARK 3 IS W OF STATION 3 FEET S OF S CURB OF PULLIAM
 CB0996'STREET, 7 FEET N OF LINE OF POLES, AND SET IN THE TOP OF A
 CB0996'CONCRETE CYLINDER.  A BRONZE REFERENCE DISK.
 CB0996'
 CB0996'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CB0996
 CB0996                          STATION RECOVERY (1937)
 CB0996
 CB0996'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0996'STATION AND REFERENCE MARKS 1, 2, AND 3 RECOVERED IN GOOD
 CB0996'CONDITION AND AS DESCRIBED.
 CB0996
 CB0996                          STATION RECOVERY (1938)
 CB0996
 CB0996'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 CB0996'RECOVERED BY EDGAR TOBIN AERIAL SURVEYS.
 CB0996'
 CB0996'RECOVERED IN GOOD CONDITION.
 CB0996
 CB0996                          STATION RECOVERY (1943)
 CB0996
 CB0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0996'STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 CB0996'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION SUBMITTED BY
 CB0996'C.I.A. IN 1935 WAS FOUND TO BE CORRECT AND ADEQUATE.
 CB0996'
 CB0996'OBSERVATIONS WERE MADE FROM A 37-FOOT STEEL TOWER.
 CB0996
 CB0996                          STATION RECOVERY (1981)
 CB0996
 CB0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0996'THE STATION, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE NOT
 CB0996'RECOVERED, REFERENCE MARKS NO 1 AND NO 3 WERE RECOVERD AS DESCRIBED
 CB0996'IN 1935 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7477 ***********************************************************************
 DF7477  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7477  DESIGNATION -  SAN ANGELO RRP CORS ARP
 DF7477  CORS_ID     -  TXSA
 DF7477  PID         -  DF7477
 DF7477  STATE/COUNTY-  TX/TOM GREEN
 DF7477  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 DF7477
 DF7477                         *CURRENT SURVEY CONTROL
 DF7477  ___________________________________________________________________
 DF7477* NAD 83(CORS)-  31 24 51.55266(N)    100 28 22.35684(W)     ADJUSTED  
 DF7477* NAVD 88     -                                                        
 DF7477  ___________________________________________________________________
 DF7477  EPOCH DATE  -        2002.00
 DF7477  X           -    -990,405.682 (meters)                     COMP
 DF7477  Y           -  -5,357,904.711 (meters)                     COMP
 DF7477  Z           -   3,305,478.922 (meters)                     COMP
 DF7477  ELLIP HEIGHT-         567.23  (meters)          (08/??/03) GPS OBS
 DF7477  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 DF7477
 DF7477  HORZ ORDER  -  SPECIAL (CORS)
 DF7477  ELLP ORDER  -  SPECIAL (CORS)
 DF7477
 DF7477.ITRF positions are available for this station.
 DF7477.The coordinates were established by GPS observations
 DF7477.and adjusted by the National Geodetic Survey in August 2003..
 DF7477.The coordinates are valid at the epoch date displayed above.
 DF7477.The epoch date for horizontal control is a decimal equivalence
 DF7477.of Year/Month/Day.
 DF7477
 DF7477
 DF7477.The PID for the CORS L1 Phase Center is DF7478.
 DF7477
 DF7477.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7477
 DF7477.The ellipsoidal height was determined by GPS observations
 DF7477.and is referenced to NAD 83.
 DF7477
 DF7477.The geoid height was determined by GEOID03.
 DF7477
 DF7477;                    North         East     Units Scale Factor Converg.
 DF7477;SPC TX C     - 3,193,746.815   686,732.192   MT  0.99990762   -0 04 18.7
 DF7477;SPC TX C     -10,478,151.01  2,253,053.87   sFT  0.99990762   -0 04 18.7
 DF7477
 DF7477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7477!SPC TX C     -   0.99991094  x   0.99990762  =   0.99981857
 DF7477
 DF7477                          SUPERSEDED SURVEY CONTROL
 DF7477
 DF7477.No superseded survey control is available for this station.
 DF7477
 DF7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5999576459(NAD 83)
 DF7477_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7477
 DF7477                          STATION DESCRIPTION
 DF7477
 DF7477'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7477'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7477'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7477'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7477'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7477'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7478 ***********************************************************************
 DF7478  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7478  DESIGNATION -  SAN ANGELO RRP CORS L1 PHASE CENTER
 DF7478  CORS_ID     -  TXSA
 DF7478  PID         -  DF7478
 DF7478  STATE/COUNTY-  TX/TOM GREEN
 DF7478  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 DF7478
 DF7478                         *CURRENT SURVEY CONTROL
 DF7478  ___________________________________________________________________
 DF7478* NAD 83(CORS)-  31 24 51.55267(N)    100 28 22.35682(W)     ADJUSTED  
 DF7478* NAVD 88     -                                                        
 DF7478  ___________________________________________________________________
 DF7478  EPOCH DATE  -        2002.00
 DF7478  X           -    -990,405.692 (meters)                     COMP
 DF7478  Y           -  -5,357,904.770 (meters)                     COMP
 DF7478  Z           -   3,305,478.959 (meters)                     COMP
 DF7478  ELLIP HEIGHT-         567.30  (meters)          (08/??/03) GPS OBS
 DF7478  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 DF7478
 DF7478  HORZ ORDER  -  SPECIAL (CORS)
 DF7478  ELLP ORDER  -  SPECIAL (CORS)
 DF7478
 DF7478.ITRF positions are available for this station.
 DF7478.The coordinates were established by GPS observations
 DF7478.and adjusted by the National Geodetic Survey in August 2003..
 DF7478.The coordinates are valid at the epoch date displayed above.
 DF7478.The epoch date for horizontal control is a decimal equivalence
 DF7478.of Year/Month/Day.
 DF7478
 DF7478
 DF7478.The PID for the CORS ARP is DF7477.
 DF7478
 DF7478.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7478
 DF7478.The ellipsoidal height was determined by GPS observations
 DF7478.and is referenced to NAD 83.
 DF7478
 DF7478.The geoid height was determined by GEOID03.
 DF7478
 DF7478;                    North         East     Units Scale Factor Converg.
 DF7478;SPC TX C     - 3,193,746.815   686,732.193   MT  0.99990762   -0 04 18.7
 DF7478;SPC TX C     -10,478,151.01  2,253,053.87   sFT  0.99990762   -0 04 18.7
 DF7478
 DF7478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7478!SPC TX C     -   0.99991093  x   0.99990762  =   0.99981855
 DF7478
 DF7478                          SUPERSEDED SURVEY CONTROL
 DF7478
 DF7478.No superseded survey control is available for this station.
 DF7478
 DF7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5999576459(NAD 83)
 DF7478_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7478
 DF7478                          STATION DESCRIPTION
 DF7478
 DF7478'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7478'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7478'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7478'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7478'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7478'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0876 ***********************************************************************
 CB0876  DESIGNATION -  SAN ANGELO SAC HEART CATH CH
 CB0876  PID         -  CB0876
 CB0876  STATE/COUNTY-  TX/TOM GREEN
 CB0876  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0876
 CB0876                         *CURRENT SURVEY CONTROL
 CB0876  ___________________________________________________________________
 CB0876* NAD 83(1993)-  31 27 47.55426(N)    100 26 06.94674(W)     ADJUSTED  
 CB0876* NAVD 88     -                                                        
 CB0876  ___________________________________________________________________
 CB0876  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CB0876  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0876
 CB0876  HORZ ORDER  -  THIRD
 CB0876
 CB0876.The horizontal coordinates were established by classical geodetic methods
 CB0876.and adjusted by the National Geodetic Survey in February 1996..
 CB0876
 CB0876
 CB0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0876
 CB0876.The geoid height was determined by GEOID03.
 CB0876
 CB0876;                    North         East     Units Scale Factor Converg.
 CB0876;SPC TX C     - 3,199,163.152   690,313.490   MT  0.99991412   -0 03 09.0
 CB0876;SPC TX C     -10,495,921.11  2,264,803.51   sFT  0.99991412   -0 03 09.0
 CB0876;UTM  14      - 3,481,830.585   363,641.343   MT  0.99982933   -0 44 57.3
 CB0876
 CB0876                          SUPERSEDED SURVEY CONTROL
 CB0876
 CB0876  NAD 83(1986)-  31 27 47.56120(N)    100 26 06.93213(W) AD(       ) 4
 CB0876  NAD 27      -  31 27 46.97900(N)    100 26 05.59700(W) AD(       ) 3
 CB0876
 CB0876.Superseded values are not recommended for survey control.
 CB0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0876.See file dsdata.txt to determine how the superseded data were derived.
 CB0876
 CB0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6364181831(NAD 83)
 CB0876_MARKER: 90 = CHURCH SPIRE
 CB0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0876+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 CB0876
 CB0876  HISTORY     - Date     Condition        Report By
 CB0876  HISTORY     - 1935     FIRST OBSERVED   CGS
 CB0876  HISTORY     - 1957     GOOD             CGS
 CB0876  HISTORY     - 20031127 GOOD             USPSQD
 CB0876
 CB0876                          STATION DESCRIPTION
 CB0876
 CB0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0876'POINT OBSERVED UPON IS THE TIP OF CROSS ATOP OF THE SPIRE OF THE
 CB0876'SACRED HEART CATHOLIC CHURCH, LOCATED IN THE E CENTRAL PORTION
 CB0876'OF TOWN, 85 FEET W FROM THE CENTER LINE OF OAK STREET, AND
 CB0876'60 FEET N FROM THE CENTER LINE OF BEAUREGARD STREET.  RED
 CB0876'BRICK STRUCTURE ERECTED IN 1906.
 CB0876
 CB0876                          STATION RECOVERY (1957)
 CB0876
 CB0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 CB0876'STATION RECOVERED AS DESCRIBED.
 CB0876
 CB0876                          STATION RECOVERY (2003)
 CB0876
 CB0876'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0879 ***********************************************************************
 CB0879  DESIGNATION -  SAN ANGELO W TEX COT OIL CO TK
 CB0879  PID         -  CB0879
 CB0879  STATE/COUNTY-  TX/TOM GREEN
 CB0879  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0879
 CB0879                         *CURRENT SURVEY CONTROL
 CB0879  ___________________________________________________________________
 CB0879* NAD 83(1993)-  31 28 47.97544(N)    100 25 16.80950(W)     ADJUSTED  
 CB0879* NAVD 88     -                                                        
 CB0879  ___________________________________________________________________
 CB0879  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 CB0879  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CB0879
 CB0879  HORZ ORDER  -  THIRD
 CB0879
 CB0879.The horizontal coordinates were established by classical geodetic methods
 CB0879.and adjusted by the National Geodetic Survey in February 1996..
 CB0879
 CB0879
 CB0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0879
 CB0879.The geoid height was determined by GEOID03.
 CB0879
 CB0879;                    North         East     Units Scale Factor Converg.
 CB0879;SPC TX C     - 3,201,022.796   691,638.464   MT  0.99991652   -0 02 43.2
 CB0879;SPC TX C     -10,502,022.29  2,269,150.53   sFT  0.99991652   -0 02 43.2
 CB0879;UTM  14      - 3,483,673.813   364,988.718   MT  0.99982482   -0 44 32.4
 CB0879
 CB0879                          SUPERSEDED SURVEY CONTROL
 CB0879
 CB0879  NAD 83(1986)-  31 28 47.98227(N)    100 25 16.79487(W) AD(       ) 4
 CB0879  NAD 27      -  31 28 47.40000(N)    100 25 15.46200(W) AD(       ) 3
 CB0879
 CB0879.Superseded values are not recommended for survey control.
 CB0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0879.See file dsdata.txt to determine how the superseded data were derived.
 CB0879
 CB0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6498983674(NAD 83)
 CB0879_MARKER: 53 = ELEVATED TANK
 CB0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0879+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 CB0879
 CB0879  HISTORY     - Date     Condition        Report By
 CB0879  HISTORY     - 1935     FIRST OBSERVED   CGS
 CB0879  HISTORY     - 1950     GOOD             CGS
 CB0879  HISTORY     - 20031127 GOOD             USPSQD
 CB0879
 CB0879                          STATION DESCRIPTION
 CB0879
 CB0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0879'POINT OBSERVED UPON IS THE FINIAL OF THE 125 FOOT SILVER WATER
 CB0879'TANK OF THE WEST TEXAS COTTON OIL COMPANY, LOCATED IN THE E
 CB0879'PORTION OF TOWN.  ONLY TANK IN IMMEDIATE VICINITY.
 CB0879
 CB0879                          STATION RECOVERY (1950)
 CB0879
 CB0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 CB0879'RECOVERED AS DESCRIBED.
 CB0879
 CB0879                          STATION RECOVERY (2003)
 CB0879
 CB0879'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0877 ***********************************************************************
 CB0877  DESIGNATION -  SAN ANGELO W TEX UTIL CO TANK
 CB0877  PID         -  CB0877
 CB0877  STATE/COUNTY-  TX/TOM GREEN
 CB0877  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0877
 CB0877                         *CURRENT SURVEY CONTROL
 CB0877  ___________________________________________________________________
 CB0877* NAD 83(1993)-  31 27 08.48693(N)    100 27 35.97489(W)     ADJUSTED  
 CB0877* NAVD 88     -                                                        
 CB0877  ___________________________________________________________________
 CB0877  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CB0877  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CB0877
 CB0877  HORZ ORDER  -  THIRD
 CB0877
 CB0877.The horizontal coordinates were established by classical geodetic methods
 CB0877.and adjusted by the National Geodetic Survey in February 1996..
 CB0877
 CB0877
 CB0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0877
 CB0877.The geoid height was determined by GEOID03.
 CB0877
 CB0877;                    North         East     Units Scale Factor Converg.
 CB0877;SPC TX C     - 3,197,962.427   687,961.992   MT  0.99991261   -0 03 54.9
 CB0877;SPC TX C     -10,491,981.73  2,257,088.64   sFT  0.99991261   -0 03 54.9
 CB0877;UTM  14      - 3,480,658.636   361,275.607   MT  0.99983736   -0 45 43.0
 CB0877
 CB0877                          SUPERSEDED SURVEY CONTROL
 CB0877
 CB0877  NAD 83(1986)-  31 27 08.49386(N)    100 27 35.96021(W) AD(       ) 4
 CB0877  NAD 27      -  31 27 07.91200(N)    100 27 34.62200(W) AD(       ) 3
 CB0877
 CB0877.Superseded values are not recommended for survey control.
 CB0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0877.See file dsdata.txt to determine how the superseded data were derived.
 CB0877
 CB0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6127680659(NAD 83)
 CB0877_MARKER: 53 = ELEVATED TANK
 CB0877
 CB0877  HISTORY     - Date     Condition        Report By
 CB0877  HISTORY     - 1935     FIRST OBSERVED   CGS
 CB0877  HISTORY     - 1952     GOOD             CGS
 CB0877  HISTORY     - 1957     GOOD             CGS
 CB0877  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 CB0877
 CB0877                          STATION DESCRIPTION
 CB0877
 CB0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0877'POINT OBSERVED UPON IS THE FINIAL OF THE SILVER STORAGE TANK
 CB0877'50 FEET IN DIAMETER AND ELEVATED 75 FEET ON SIX LEGS WHICH ARE
 CB0877'PAINTED BLACK, OWNED BY WEST TEXAS UTILITIES COMPANY, LOCATED
 CB0877'IN SW PART OF TOWN ON THE N SIDE OF W COLORADO AVENUE AND 1/2
 CB0877'BLOCK W OF MILTON STREET.
 CB0877'
 CB0877'STATION OBSERVED UPON FROM GORDON AND ALLEN.
 CB0877
 CB0877                          STATION RECOVERY (1952)
 CB0877
 CB0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 CB0877'RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS ADEQUATE.
 CB0877'THE TANK AND LEGS ARE NOW ALUMINUM COLORED.
 CB0877
 CB0877                          STATION RECOVERY (1957)
 CB0877
 CB0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 CB0877'STATION RECOVERED AS DESCRIBED.
 CB0877
 CB0877                          STATION RECOVERY (2003)
 CB0877
 CB0877'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0878 ***********************************************************************
 CB0878  DESIGNATION -  SAN ANGELO W TEX UTIL CO N TK
 CB0878  PID         -  CB0878
 CB0878  STATE/COUNTY-  TX/TOM GREEN
 CB0878  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0878
 CB0878                         *CURRENT SURVEY CONTROL
 CB0878  ___________________________________________________________________
 CB0878* NAD 83(1993)-  31 28 49.90186(N)    100 26 38.79454(W)     ADJUSTED  
 CB0878* NAVD 88     -                                                        
 CB0878  ___________________________________________________________________
 CB0878  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CB0878  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CB0878
 CB0878  HORZ ORDER  -  THIRD
 CB0878
 CB0878.The horizontal coordinates were established by classical geodetic methods
 CB0878.and adjusted by the National Geodetic Survey in February 1996..
 CB0878
 CB0878
 CB0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0878
 CB0878.The geoid height was determined by GEOID03.
 CB0878
 CB0878;                    North         East     Units Scale Factor Converg.
 CB0878;SPC TX C     - 3,201,084.057   689,474.697   MT  0.99991659   -0 03 25.4
 CB0878;SPC TX C     -10,502,223.28  2,262,051.57   sFT  0.99991659   -0 03 25.4
 CB0878;UTM  14      - 3,483,761.387   362,826.047   MT  0.99983208   -0 45 15.3
 CB0878
 CB0878                          SUPERSEDED SURVEY CONTROL
 CB0878
 CB0878  NAD 83(1986)-  31 28 49.90879(N)    100 26 38.77990(W) AD(       ) 4
 CB0878  NAD 27      -  31 28 49.32900(N)    100 26 37.44500(W) AD(       ) 3
 CB0878
 CB0878.Superseded values are not recommended for survey control.
 CB0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0878.See file dsdata.txt to determine how the superseded data were derived.
 CB0878
 CB0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6282683761(NAD 83)
 CB0878_MARKER: 53 = ELEVATED TANK
 CB0878
 CB0878  HISTORY     - Date     Condition        Report By
 CB0878  HISTORY     - 1935     FIRST OBSERVED   CGS
 CB0878  HISTORY     - 1957     GOOD             CGS
 CB0878  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 CB0878
 CB0878                          STATION DESCRIPTION
 CB0878
 CB0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0878'POINT OBSERVED UPON IS THE FINIAL OF THE SILVER STORAGE TANK 50
 CB0878'FEET IN DIAMETER AND ELEVATED 75 FEET ON SIX LEGS WHICH ARE
 CB0878'PAINTED BLACK, OWNED BY THE WEST TEXAS UTILITIES COMPANY LOCATED
 CB0878'IN THE N PART OF TOWN ON THE N SIDE OF 18TH STREET E AND ON THE
 CB0878'E SIDE OF N OAKES STREET.
 CB0878'
 CB0878'STATION OBSERVED UPON FROM GORDON AND ALLEN.
 CB0878
 CB0878                          STATION RECOVERY (1957)
 CB0878
 CB0878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 CB0878'STATION RECOVERED AS DESCRIBED.
 CB0878
 CB0878                          STATION RECOVERY (2003)
 CB0878
 CB0878'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1901 ***********************************************************************
 AY1901  DESIGNATION -  SAN ANTONIO
 AY1901  PID         -  AY1901
 AY1901  STATE/COUNTY-  TX/BEXAR
 AY1901  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1901
 AY1901                         *CURRENT SURVEY CONTROL
 AY1901  ___________________________________________________________________
 AY1901* NAD 83(1993)-  29 25 53.10390(N)    098 33 40.78071(W)     ADJUSTED  
 AY1901* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 AY1901  ___________________________________________________________________
 AY1901  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AY1901  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AY1901
 AY1901  HORZ ORDER  -  FIRST
 AY1901
 AY1901.The horizontal coordinates were established by classical geodetic methods
 AY1901.and adjusted by the National Geodetic Survey in February 1996..
 AY1901
 AY1901.The orthometric height was scaled from a topographic map.
 AY1901
 AY1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1901
 AY1901.The geoid height was determined by GEOID03.
 AY1901
 AY1901;                    North         East     Units Scale Factor Converg.
 AY1901;SPC TXSC     - 4,177,189.798   642,559.166   MT  0.99986466   +0 12 53.7
 AY1901;SPC TXSC     -13,704,663.53  2,108,129.53   sFT  0.99986466   +0 12 53.7
 AY1901;UTM  14      - 3,255,864.583   542,548.217   MT  0.99962234   +0 12 56.0
 AY1901
 AY1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1901!SPC TXSC     -   0.99997065  x   0.99986466  =   0.99983531
 AY1901!UTM  14      -   0.99997065  x   0.99962234  =   0.99959300
 AY1901
 AY1901|---------------------------------------------------------------------|
 AY1901| PID    Reference Object                     Distance      Geod. Az  |
 AY1901|                                                           dddmmss.s |
 AY1901| CV6212 SAN ANTONIO RM 1                     43.086 METERS 09128     |
 AY1901| CV6213 SAN ANTONIO RM 2                     49.121 METERS 16553     |
 AY1901|---------------------------------------------------------------------|
 AY1901
 AY1901                          SUPERSEDED SURVEY CONTROL
 AY1901
 AY1901  NAD 83(1986)-  29 25 53.10851(N)    098 33 40.76299(W) AD(       ) 1
 AY1901  NAD 27      -  29 25 52.27000(N)    098 33 39.69400(W) AD(       ) 1
 AY1901
 AY1901.Superseded values are not recommended for survey control.
 AY1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1901.See file dsdata.txt to determine how the superseded data were derived.
 AY1901
 AY1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4254855865(NAD 83)
 AY1901_MARKER: DS = TRIANGULATION STATION DISK
 AY1901_SETTING: 0 = UNSPECIFIED SETTING
 AY1901
 AY1901  HISTORY     - Date     Condition        Report By
 AY1901  HISTORY     - 1943     MONUMENTED       CGS
 AY1901  HISTORY     - 1952     GOOD             CGS
 AY1901  HISTORY     - 1953     GOOD             AMS
 AY1901  HISTORY     - 1954     GOOD             CGS
 AY1901  HISTORY     - 1967     GOOD             CGS
 AY1901  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY1901
 AY1901                          STATION DESCRIPTION
 AY1901
 AY1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1901'STATION IS LOCATED IN THE SW PART OF SAN ANTONIO, ABOUT 1 MILE
 AY1901'S OF THE CITY LIMITS NEAR THE JUNCTION OF U.S. HIGHWAY 90
 AY1901'AND THE MEDINA LAKE ROAD.  IT IS ABOUT 200 FEET S OF THE
 AY1901'CENTER LINE OF THE MEDINA LAKE ROAD, AND 200 FEET N OF THE
 AY1901'CENTER LINE OF U.S. HIGHWAY 90 IN A TRIANGULAR-SHAPED PATCH
 AY1901'OF GRASS FORMED BY THE Y-JUNCTION OF THE TWO ROADS.  IT IS
 AY1901'STAMPED SAN ANTONIO 1943 AND PROJECTS ABOUT 3 INCHES.
 AY1901'
 AY1901'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AY1901'DISKS SET IN CONCRETE.
 AY1901'
 AY1901'REFERENCE MARK 1 IS SE OF THE STATION.  IT IS STAMPED SAN
 AY1901'ANTONIO NO 1 1943 AND PROJECTS ABOUT 3 INCHES.
 AY1901'
 AY1901'REFERENCE MARK 2 IS NE OF THE STATION.  IT IS STAMPED SAN
 AY1901'ANTONIO NO 2 1943 AND PROJECTS ABOUT 2 INCHES.
 AY1901'
 AY1901'AZIMUTH MARK IS NE OF THE STATION, 40 FEET S OF THE CENTER
 AY1901'LINE OF U.S. HIGHWAY 90, 5 FEET W OF A WHITE REFERENCE POST,
 AY1901'AND 30 FEET W OF A RED PICKET-FENCE CORNER.  IT IS STAMPED
 AY1901'SAN ANTONIO 1943.
 AY1901'
 AY1901'TO REACH THE STATION FROM THE CITY HALL IN SAN ANTONIO, GO
 AY1901'W ON U.S. HIGHWAY 90 FOR 3.0 MILES TO THE CITY LIMITS.*
 AY1901'CONTINUE AHEAD ON U.S. HIGHWAY 90 FOR 1.0 MILE TO THE JUNCTION
 AY1901'WITH THE MEDINA LAKE ROAD AND STATION.
 AY1901'
 AY1901'*TO REACH THE AZIMUTH MARK FROM THE CITY LIMITS MENTIONED
 AY1901'ABOVE, CONTINUE AHEAD ON U.S. HIGHWAY 90 FOR 0.7 MILE TO THE
 AY1901'MARK ON THE LEFT.
 AY1901'
 AY1901'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 AY1901
 AY1901                          STATION RECOVERY (1952)
 AY1901
 AY1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AY1901'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARKS NO.
 AY1901'1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 AY1901'WAS NOT FOUND, IT HAS EITHER BEEN DESTROYED OR COVERED UP WITH
 AY1901'DIRT.  THE ANGLE TO REFERENCE MARK NO. 2 WAS THE SAME BUT
 AY1901'THE DISTANCE FROM STATION TO REFERENCE DID NOT CHECK WITH
 AY1901'THE OLD MEASUREMENT.
 AY1901
 AY1901                          STATION RECOVERY (1953)
 AY1901
 AY1901'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1901'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION,
 AY1901'146 FT. WEST OF POINT V WHICH IS FORMED BY THE JUNCTIONING
 AY1901'OF BERM OF HIGHWAY AND E-W ROAD.  IT IS 47 FT. NORTH OF
 AY1901'CENTERLINE OF HIGHWAY, AND IT IS 38 FEET SOUTH OF CENTERLINE
 AY1901'OF E-W ROAD.
 AY1901
 AY1901                          STATION RECOVERY (1954)
 AY1901
 AY1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HWH)
 AY1901'STATION RECOVERED JUNE 15, 1954 IN GOOD CONDITION.
 AY1901
 AY1901                          STATION RECOVERY (1967)
 AY1901
 AY1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RVS)
 AY1901'A SEARCH OF THE DESCRIBED AREA SHOWED NO EVIDENCE OF THE
 AY1901'MARKERS.
 AY1901'
 AY1901'STATION NOT RECOVERED.
 AY1901'
 AY1901'THE TRIANGULAR SHAPED PATCH OF GRASS IN NOW A GRAVELED PARKING
 AY1901'AREA.
 AY1901'
 AY1901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION
 AY1901'LOCATED IN SW PART OF SAN ANTONIO, ABOUT 1 MILE S OF CITY LIMITS.
 AY1901
 AY1901                          STATION RECOVERY (1995)
 AY1901
 AY1901'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1918 ***********************************************************************
 AY1918  DESIGNATION -  SAN ANTONIO AIR CADET C SW TK
 AY1918  PID         -  AY1918
 AY1918  STATE/COUNTY-  TX/BEXAR
 AY1918  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1918
 AY1918                         *CURRENT SURVEY CONTROL
 AY1918  ___________________________________________________________________
 AY1918* NAD 83(1993)-  29 22 57.78567(N)    098 37 29.46980(W)     ADJUSTED  
 AY1918* NAVD 88     -                                                        
 AY1918  ___________________________________________________________________
 AY1918  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AY1918  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AY1918
 AY1918  HORZ ORDER  -  THIRD
 AY1918
 AY1918.The horizontal coordinates were established by classical geodetic methods
 AY1918.and adjusted by the National Geodetic Survey in February 1996..
 AY1918
 AY1918
 AY1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1918
 AY1918.The geoid height was determined by GEOID03.
 AY1918
 AY1918;                    North         East     Units Scale Factor Converg.
 AY1918;SPC TXSC     - 4,171,771.141   636,413.446   MT  0.99986359   +0 11 01.6
 AY1918;SPC TXSC     -13,686,885.82  2,087,966.45   sFT  0.99986359   +0 11 01.6
 AY1918;UTM  14      - 3,250,447.203   536,404.045   MT  0.99961635   +0 11 02.6
 AY1918
 AY1918                          SUPERSEDED SURVEY CONTROL
 AY1918
 AY1918  NAD 83(1986)-  29 22 57.79009(N)    098 37 29.45166(W) AD(       ) 4
 AY1918  NAD 27      -  29 22 56.94600(N)    098 37 28.37900(W) AD(       ) 3
 AY1918
 AY1918.Superseded values are not recommended for survey control.
 AY1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1918.See file dsdata.txt to determine how the superseded data were derived.
 AY1918
 AY1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3640450447(NAD 83)
 AY1918_MARKER: 53 = ELEVATED TANK
 AY1918
 AY1918  HISTORY     - Date     Condition        Report By
 AY1918  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1918  HISTORY     - 1953     GOOD             AMS
 AY1918  HISTORY     - 1979     GOOD             DMA
 AY1918  HISTORY     - 19950510 GOOD             USPSQD
 AY1918
 AY1918                          STATION DESCRIPTION
 AY1918
 AY1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1918'STATION IS LOCATED ABOUT 12 MILES SW OF THE SAN ANTONIO CITY
 AY1918'HALL AND 1/2 MILE W OF A NW-SE PAVED MILITARY ROAD (KNOWN
 AY1918'AS LOOP 13).
 AY1918'
 AY1918'IT IS BUILT OF STEEL AND IS SUPPORTED BY FOUR STEEL TRUSSWORK
 AY1918'LEGS.  IT WAS BUILT IN 1943, IS PAINTED BLACK AND YELLOW,
 AY1918'AND IS ABOUT 135 FEET HIGH.  IT IS APPROXIMATELY 1 MILE SW
 AY1918'OF A LARGER TANK OF THE SAME TYPE.
 AY1918'
 AY1918'THE POINT LOCATED WAS THE APEX OF THE CONICAL ROOF OF THE
 AY1918'TANK.
 AY1918
 AY1918                          STATION RECOVERY (1953)
 AY1918
 AY1918'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1918'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE TANK IS
 AY1918'SUPPORTED BY SIX I BEAM LEGS INSTEAD OF FOUR STEEL TRUSSWORK
 AY1918'LEGS, AND IT IS PAINTED INTERNATIONAL ORANGE AND WHITE INSTEAD
 AY1918'OF BLACK AND YELLOW.
 AY1918
 AY1918                          STATION RECOVERY (1979)
 AY1918
 AY1918'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979 (MMH)
 AY1918'STATION RECOVERED GOOD.
 AY1918'
 AY1918'RECOVERED AS DESCRIBED.
 AY1918'
 AY1918'DISTANCE AND DIRECTION FROM NEAREST TOWN--SAN ANTONIO.
 AY1918
 AY1918                          STATION RECOVERY (1995)
 AY1918
 AY1918'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1922 ***********************************************************************
 AY1922  DESIGNATION -  SAN ANTONIO AIR CADET C NE TK
 AY1922  PID         -  AY1922
 AY1922  STATE/COUNTY-  TX/BEXAR
 AY1922  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1922
 AY1922                         *CURRENT SURVEY CONTROL
 AY1922  ___________________________________________________________________
 AY1922* NAD 83(1993)-  29 23 13.27103(N)    098 36 40.82890(W)     ADJUSTED  
 AY1922* NAVD 88     -                                                        
 AY1922  ___________________________________________________________________
 AY1922  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AY1922  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY1922
 AY1922  HORZ ORDER  -  THIRD
 AY1922
 AY1922.The horizontal coordinates were established by classical geodetic methods
 AY1922.and adjusted by the National Geodetic Survey in February 1996..
 AY1922
 AY1922
 AY1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1922
 AY1922.The geoid height was determined by GEOID03.
 AY1922
 AY1922;                    North         East     Units Scale Factor Converg.
 AY1922;SPC TXSC     - 4,172,252.142   637,723.329   MT  0.99986366   +0 11 25.5
 AY1922;SPC TXSC     -13,688,463.90  2,092,263.96   sFT  0.99986366   +0 11 25.5
 AY1922;UTM  14      - 3,250,928.092   537,713.602   MT  0.99961755   +0 11 26.6
 AY1922
 AY1922                          SUPERSEDED SURVEY CONTROL
 AY1922
 AY1922  NAD 83(1986)-  29 23 13.27551(N)    098 36 40.81079(W) AD(       ) 4
 AY1922  NAD 27      -  29 23 12.43300(N)    098 36 39.73900(W) AD(       ) 3
 AY1922
 AY1922.Superseded values are not recommended for survey control.
 AY1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1922.See file dsdata.txt to determine how the superseded data were derived.
 AY1922
 AY1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3771450928(NAD 83)
 AY1922_MARKER: 53 = ELEVATED TANK
 AY1922
 AY1922  HISTORY     - Date     Condition        Report By
 AY1922  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1922  HISTORY     - 1953     GOOD             AMS
 AY1922  HISTORY     - 1959     GOOD             CGS
 AY1922  HISTORY     - 1979     GOOD             DMA
 AY1922  HISTORY     - 1988     GOOD             USPSQD
 AY1922  HISTORY     - 19950510 GOOD             USPSQD
 AY1922
 AY1922                          STATION DESCRIPTION
 AY1922
 AY1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1922'STATION IS LOCATED ABOUT 11-1/2 MILES SW OF THE SAN ANTONIO
 AY1922'CITY HALL AND 1/2 MILE E OF A NW-SE PAVED MILITARY ROAD,
 AY1922'STATE HIGHWAY 13.  IT IS BUILT OF STEEL AND IS SUPPORTED
 AY1922'BY FOUR STEEL TRUSSWORK LEGS.  IT IS PAINTED BLACK AND YELLOW,
 AY1922'WAS BUILT IN 1941, AND IS ABOUT 148 FEET IN HEIGHT.  IT IS
 AY1922'APPROXIMATELY 1 MILE NE OF A SMALLER TANK OF THE SAME TYPE.
 AY1922'
 AY1922'THE POINT LOCATED WAS THE APEX OF THE CONICAL ROOF OF THE
 AY1922'TANK.
 AY1922
 AY1922                          STATION RECOVERY (1953)
 AY1922
 AY1922'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1922'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT
 AY1922'THAT THE TANK IS SUPPORTED BY TEN TRUSSWORK LEGS INSTEAD OF
 AY1922'FOUR, AND THE TANK IS NOW PAINTED INTERNATIONAL ORANGE AND
 AY1922'WHITE, INSTEAD OF BLACK AND YELLOW AS INDICATED IN DESCRIPTION
 AY1922'OF 1943.
 AY1922
 AY1922                          STATION RECOVERY (1959)
 AY1922
 AY1922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 AY1922'STATION RECOVERED IN GOOD CONDITION.  LOCAL INQUIRY DETERMINED
 AY1922'THAT THIS IS THE ORIGINAL TANK AND THAT IT HAS NOT BEEN MOVED
 AY1922'SINCE CONSTRUCTION.  THE FOLLOWING CHANGES IN THE 1943 DESCRIPTION
 AY1922'SHOULD BE NOTED--THE TANK IS SUPPORTED BY 8 STEEL TRUSS-WORK
 AY1922'LEGS RATHER THAN 4, AND IT IS NOW PAINTED RED AND WHITE
 AY1922'INSTEAD OF BLACK AND YELLOW.  THE AIR CADET CENTER IS NOW
 AY1922'KNOWN AS LACKLAND FIELD.
 AY1922
 AY1922                          STATION RECOVERY (1979)
 AY1922
 AY1922'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979 (MMH)
 AY1922'STATION RECOVERED GOOD.
 AY1922'
 AY1922'RECOVERED AS DESCRIBED.
 AY1922'
 AY1922'DISTANCE AND DIRECTION FROM NEAREST TOWN--SAN ANTONIO.
 AY1922
 AY1922                          STATION RECOVERY (1988)
 AY1922
 AY1922'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY1922'RECOVERED IN GOOD CONDITION.
 AY1922
 AY1922                          STATION RECOVERY (1995)
 AY1922
 AY1922'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1881 ***********************************************************************
 AY1881  DESIGNATION -  SAN ANTONIO ALAMO HTS MUN TANK
 AY1881  PID         -  AY1881
 AY1881  STATE/COUNTY-  TX/BEXAR
 AY1881  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1881
 AY1881                         *CURRENT SURVEY CONTROL
 AY1881  ___________________________________________________________________
 AY1881* NAD 83(1993)-  29 29 04.76229(N)    098 27 57.14897(W)     ADJUSTED  
 AY1881* NAVD 88     -                                                        
 AY1881  ___________________________________________________________________
 AY1881  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AY1881  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AY1881
 AY1881  HORZ ORDER  -  THIRD
 AY1881
 AY1881.The horizontal coordinates were established by classical geodetic methods
 AY1881.and adjusted by the National Geodetic Survey in February 1996..
 AY1881
 AY1881
 AY1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1881
 AY1881.The geoid height was determined by GEOID03.
 AY1881
 AY1881;                    North         East     Units Scale Factor Converg.
 AY1881;SPC TXSC     - 4,183,128.586   651,792.863   MT  0.99986665   +0 15 42.0
 AY1881;SPC TXSC     -13,724,147.70  2,138,423.75   sFT  0.99986665   +0 15 42.0
 AY1881;UTM  14      - 3,261,802.106   551,779.620   MT  0.99963308   +0 15 46.4
 AY1881
 AY1881                          SUPERSEDED SURVEY CONTROL
 AY1881
 AY1881  NAD 83(1986)-  29 29 04.76719(N)    098 27 57.13115(W) AD(       ) 4
 AY1881  NAD 27      -  29 29 03.93500(N)    098 27 56.07000(W) AD(       ) 3
 AY1881
 AY1881.Superseded values are not recommended for survey control.
 AY1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1881.See file dsdata.txt to determine how the superseded data were derived.
 AY1881
 AY1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5178061802(NAD 83)
 AY1881_MARKER: 51 = TANK
 AY1881
 AY1881  HISTORY     - Date     Condition        Report By
 AY1881  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1881  HISTORY     - 1961     GOOD             CGS
 AY1881  HISTORY     - 19950426 GOOD             USPSQD
 AY1881
 AY1881                          STATION DESCRIPTION
 AY1881
 AY1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1881'THE APEX OF THE TANK, LOCATED AT THE INTERSECTION OF HENDERSON
 AY1881'STREET AND BLUEBONNET ROAD AND BEHIND THE ALAMO HEIGHT FIRE
 AY1881'DEPARTMENT BUILDING ON BROADWAY.  IT IS A STEEL TANK, PAINTED
 AY1881'SILVER AND IS OWNED BY THE ALAMO HEIGHTS WATER DEPARTMENT.
 AY1881
 AY1881                          STATION RECOVERY (1961)
 AY1881
 AY1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AY1881'THE STATION WAS RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION
 AY1881'ADEQUATE.
 AY1881
 AY1881                          STATION RECOVERY (1995)
 AY1881
 AY1881'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1854 ***********************************************************************
 AY1854  DESIGNATION -  SAN ANTONIO BEXAR AGED HOME TK
 AY1854  PID         -  AY1854
 AY1854  STATE/COUNTY-  TX/BEXAR
 AY1854  USGS QUAD   -  SOUTHTON (1992)
 AY1854
 AY1854                         *CURRENT SURVEY CONTROL
 AY1854  ___________________________________________________________________
 AY1854* NAD 83(1993)-  29 18 40.65941(N)    098 25 20.15774(W)     ADJUSTED  
 AY1854* NAVD 88     -                                                        
 AY1854  ___________________________________________________________________
 AY1854  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AY1854  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AY1854
 AY1854  HORZ ORDER  -  THIRD
 AY1854
 AY1854.The horizontal coordinates were established by classical geodetic methods
 AY1854.and adjusted by the National Geodetic Survey in February 1996..
 AY1854
 AY1854
 AY1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1854
 AY1854.The geoid height was determined by GEOID03.
 AY1854
 AY1854;                    North         East     Units Scale Factor Converg.
 AY1854;SPC TXSC     - 4,163,935.687   656,116.372   MT  0.99986333   +0 16 58.9
 AY1854;SPC TXSC     -13,661,179.00  2,152,608.46   sFT  0.99986333   +0 16 58.9
 AY1854;UTM  14      - 3,242,613.629   556,102.320   MT  0.99963884   +0 16 58.2
 AY1854
 AY1854                          SUPERSEDED SURVEY CONTROL
 AY1854
 AY1854  NAD 83(1986)-  29 18 40.66436(N)    098 25 20.13950(W) AD(       ) 4
 AY1854  NAD 27      -  29 18 39.81000(N)    098 25 19.08700(W) AD(       ) 3
 AY1854
 AY1854.Superseded values are not recommended for survey control.
 AY1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1854.See file dsdata.txt to determine how the superseded data were derived.
 AY1854
 AY1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5610242614(NAD 83)
 AY1854_MARKER: 53 = ELEVATED TANK
 AY1854
 AY1854  HISTORY     - Date     Condition        Report By
 AY1854  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1854  HISTORY     - 1965     GOOD             CGS
 AY1854  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY1854
 AY1854                          STATION DESCRIPTION
 AY1854
 AY1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1854'LOCATED ABOUT 1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 AY1854'181 AND BLUE WING ROAD, 0.5 MILE SOUTH OF SOUTHTON ROAD
 AY1854'AND JUST WEST OF THE ADMINISTRATION BUILDING.  THE TANK IS A
 AY1854'STEEL STRUCTURE, SUPPORTED BY FOUR STEEL STRUSSES, PAINTED
 AY1854'SILVER, AND 60 FEET HIGH.  THE POINT INTERSECTED WAS THE
 AY1854'BALL ON THE TOP OF THE TANK.
 AY1854
 AY1854                          STATION RECOVERY (1965)
 AY1854
 AY1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 AY1854'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AY1854'IN THE ORIGINAL DESCRIPTION.
 AY1854
 AY1854                          STATION RECOVERY (1995)
 AY1854
 AY1854'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1907 ***********************************************************************
 AY1907  DESIGNATION -  SAN ANTONIO BEXAR METRO CO TK
 AY1907  PID         -  AY1907
 AY1907  STATE/COUNTY-  TX/BEXAR
 AY1907  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1907
 AY1907                         *CURRENT SURVEY CONTROL
 AY1907  ___________________________________________________________________
 AY1907* NAD 83(1993)-  29 23 52.16607(N)    098 31 33.81962(W)     ADJUSTED  
 AY1907* NAVD 88     -                                                        
 AY1907  ___________________________________________________________________
 AY1907  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 AY1907  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AY1907
 AY1907  HORZ ORDER  -  THIRD
 AY1907
 AY1907.The horizontal coordinates were established by classical geodetic methods
 AY1907.and adjusted by the National Geodetic Survey in February 1996..
 AY1907
 AY1907
 AY1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1907
 AY1907.The geoid height was determined by GEOID03.
 AY1907
 AY1907;                    North         East     Units Scale Factor Converg.
 AY1907;SPC TXSC     - 4,173,480.054   645,995.773   MT  0.99986384   +0 13 55.9
 AY1907;SPC TXSC     -13,692,492.48  2,119,404.47   sFT  0.99986384   +0 13 55.9
 AY1907;UTM  14      - 3,252,155.763   545,984.035   MT  0.99962609   +0 13 57.5
 AY1907
 AY1907                          SUPERSEDED SURVEY CONTROL
 AY1907
 AY1907  NAD 83(1986)-  29 23 52.17080(N)    098 31 33.80152(W) AD(       ) 4
 AY1907  NAD 27      -  29 23 51.33200(N)    098 31 32.74000(W) AD(       ) 3
 AY1907
 AY1907.Superseded values are not recommended for survey control.
 AY1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1907.See file dsdata.txt to determine how the superseded data were derived.
 AY1907
 AY1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4598452156(NAD 83)
 AY1907_MARKER: 53 = ELEVATED TANK
 AY1907
 AY1907  HISTORY     - Date     Condition        Report By
 AY1907  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1907  HISTORY     - 1979     GOOD             DMA
 AY1907  HISTORY     - 19950510 GOOD             USPSQD
 AY1907
 AY1907                          STATION DESCRIPTION
 AY1907
 AY1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1907'THE BALL ON THE APEX OF THE WATER TANK, LOCATED AT THE
 AY1907'INTERSECTION OF HARRIMAN AND DESOTO STREETS IN THE SUBDIVISION
 AY1907'OF COLLINS GARDEN AND IN THE SOUTHWEST SECTION OF SAN ANTONIO.
 AY1907'IT IS A STEEL TANK PAINTED SILVER AND SUPPORTED BY FOUR
 AY1907'STEEL TRUSSES PAINTED BLACK.  THE TANK IS 104 FEET HIGH AND
 AY1907'HAS A CAPACITY OF 100,000 GALLONS.
 AY1907
 AY1907                          STATION RECOVERY (1979)
 AY1907
 AY1907'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979 (MMH)
 AY1907'STATION RECOVERED GOOD.
 AY1907'
 AY1907'RECOVERED AS DESCRIBED.  THE BALL ON THE APEX IS NO LONGER VISIBLE.
 AY1907'
 AY1907'DISTANCE AND DIRECTION FROM NEAREST TOWN--SAN ANTONIO.
 AY1907
 AY1907                          STATION RECOVERY (1995)
 AY1907
 AY1907'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1960 ***********************************************************************
 AY1960  DESIGNATION -  SAN ANTONIO CAS HILLS MUN TK
 AY1960  PID         -  AY1960
 AY1960  STATE/COUNTY-  TX/BEXAR
 AY1960  USGS QUAD   -  CASTLE HILLS (1992)
 AY1960
 AY1960                         *CURRENT SURVEY CONTROL
 AY1960  ___________________________________________________________________
 AY1960* NAD 83(1993)-  29 31 19.39734(N)    098 31 08.78293(W)     ADJUSTED  
 AY1960* NAVD 88     -                                                        
 AY1960  ___________________________________________________________________
 AY1960  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 AY1960  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY1960
 AY1960  HORZ ORDER  -  THIRD
 AY1960
 AY1960.The horizontal coordinates were established by classical geodetic methods
 AY1960.and adjusted by the National Geodetic Survey in February 1996..
 AY1960
 AY1960
 AY1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1960
 AY1960.The geoid height was determined by GEOID03.
 AY1960
 AY1960;                    North         East     Units Scale Factor Converg.
 AY1960;SPC TXSC     - 4,187,251.021   646,614.103   MT  0.99986856   +0 14 08.1
 AY1960;SPC TXSC     -13,737,672.72  2,121,433.10   sFT  0.99986856   +0 14 08.1
 AY1960;UTM  14      - 3,265,923.442   546,601.997   MT  0.99962680   +0 14 13.1
 AY1960
 AY1960                          SUPERSEDED SURVEY CONTROL
 AY1960
 AY1960  NAD 83(1986)-  29 31 19.40204(N)    098 31 08.76527(W) AD(       ) 4
 AY1960  NAD 27      -  29 31 18.57600(N)    098 31 07.69900(W) AD(       ) 3
 AY1960
 AY1960.Superseded values are not recommended for survey control.
 AY1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1960.See file dsdata.txt to determine how the superseded data were derived.
 AY1960
 AY1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4660265923(NAD 83)
 AY1960_MARKER: 51 = TANK
 AY1960
 AY1960  HISTORY     - Date     Condition        Report By
 AY1960  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1960  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1960
 AY1960                          STATION DESCRIPTION
 AY1960
 AY1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1960'THE BALL ON THE APEX OF THE WATER TANK, LOCATED AT THE INTERSECTION
 AY1960'OF PERSIMMON DRIVE AND LEMONWOOD IN THE CITY OF CASTLE HILLS.
 AY1960'THE TANK IS PAINTED SILVER.
 AY1960
 AY1960                          STATION RECOVERY (1990)
 AY1960
 AY1960'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1864 ***********************************************************************
 AY1864  DESIGNATION -  SAN ANTONIO CITY PUB BOARD MST
 AY1864  PID         -  AY1864
 AY1864  STATE/COUNTY-  TX/BEXAR
 AY1864  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1864
 AY1864                         *CURRENT SURVEY CONTROL
 AY1864  ___________________________________________________________________
 AY1864* NAD 83(1993)-  29 28 01.65634(N)    098 28 49.33482(W)     ADJUSTED  
 AY1864* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 AY1864  ___________________________________________________________________
 AY1864  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY1864  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY1864
 AY1864  HORZ ORDER  -  THIRD
 AY1864
 AY1864.The horizontal coordinates were established by classical geodetic methods
 AY1864.and adjusted by the National Geodetic Survey in February 1996..
 AY1864
 AY1864.The orthometric height was scaled from a topographic map.
 AY1864
 AY1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1864
 AY1864.The geoid height was determined by GEOID03.
 AY1864
 AY1864;                    North         East     Units Scale Factor Converg.
 AY1864;SPC TXSC     - 4,181,179.507   650,395.855   MT  0.99986590   +0 15 16.5
 AY1864;SPC TXSC     -13,717,753.10  2,133,840.40   sFT  0.99986590   +0 15 16.5
 AY1864;UTM  14      - 3,259,853.454   550,382.978   MT  0.99963132   +0 15 20.2
 AY1864
 AY1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1864!SPC TXSC     -   0.99996502  x   0.99986590  =   0.99983093
 AY1864!UTM  14      -   0.99996502  x   0.99963132  =   0.99959636
 AY1864
 AY1864                          SUPERSEDED SURVEY CONTROL
 AY1864
 AY1864  NAD 83(1986)-  29 28 01.66184(N)    098 28 49.31593(W) AD(       ) 4
 AY1864  NAD 27      -  29 28 00.82700(N)    098 28 48.25700(W) AD(       ) 3
 AY1864
 AY1864.Superseded values are not recommended for survey control.
 AY1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1864.See file dsdata.txt to determine how the superseded data were derived.
 AY1864
 AY1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5038359853(NAD 83)
 AY1864_MARKER: 42 = RADIO/TV MAST
 AY1864
 AY1864  HISTORY     - Date     Condition        Report By
 AY1864  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1864  HISTORY     - 1961     GOOD             CGS
 AY1864  HISTORY     - 19950426 GOOD             USPSQD
 AY1864
 AY1864                          STATION DESCRIPTION
 AY1864
 AY1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1864'LOCATED ABOUT 300 FEET NORTH OF HILDERBRAND STREET AND 500
 AY1864'FEET WEST OF STADIUM DRIVE.  IT IS A FOUR-LEGGED STEEL STRUCTURE,
 AY1864'PAINTED ORANGE AND WHITE, AND ABOUT 175 FEET HIGH.
 AY1864'
 AY1864'THE POINT INTERSECTED WAS THE RED WARNING LIGHT ON TOP OF
 AY1864'THE MAST.
 AY1864
 AY1864                          STATION RECOVERY (1961)
 AY1864
 AY1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AY1864'THE STATION WAS RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION
 AY1864'ADEQUATE.
 AY1864
 AY1864                          STATION RECOVERY (1995)
 AY1864
 AY1864'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1919 ***********************************************************************
 AY1919  DESIGNATION -  SAN ANTONIO CLUB OVAL DRIVE TK
 AY1919  PID         -  AY1919
 AY1919  STATE/COUNTY-  TX/BEXAR
 AY1919  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1919
 AY1919                         *CURRENT SURVEY CONTROL
 AY1919  ___________________________________________________________________
 AY1919* NAD 83(1993)-  29 27 58.46329(N)    098 35 11.41522(W)     ADJUSTED  
 AY1919* NAVD 88     -                                                        
 AY1919  ___________________________________________________________________
 AY1919  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AY1919  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AY1919
 AY1919  HORZ ORDER  -  THIRD
 AY1919
 AY1919.The horizontal coordinates were established by classical geodetic methods
 AY1919.and adjusted by the National Geodetic Survey in February 1996..
 AY1919
 AY1919
 AY1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1919
 AY1919.The geoid height was determined by GEOID03.
 AY1919
 AY1919;                    North         East     Units Scale Factor Converg.
 AY1919;SPC TXSC     - 4,181,040.143   640,102.977   MT  0.99986586   +0 12 09.3
 AY1919;SPC TXSC     -13,717,295.87  2,100,071.18   sFT  0.99986586   +0 12 09.3
 AY1919;UTM  14      - 3,259,713.956   540,092.578   MT  0.99961983   +0 12 12.3
 AY1919
 AY1919                          SUPERSEDED SURVEY CONTROL
 AY1919
 AY1919  NAD 83(1986)-  29 27 58.46781(N)    098 35 11.39743(W) AD(       ) 4
 AY1919  NAD 27      -  29 27 57.63400(N)    098 35 10.32500(W) AD(       ) 3
 AY1919
 AY1919.Superseded values are not recommended for survey control.
 AY1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1919.See file dsdata.txt to determine how the superseded data were derived.
 AY1919
 AY1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4009359714(NAD 83)
 AY1919_MARKER: 53 = ELEVATED TANK
 AY1919
 AY1919  HISTORY     - Date     Condition        Report By
 AY1919  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1919  HISTORY     - 1952     GOOD             AMS
 AY1919  HISTORY     - 1953     GOOD             CGS
 AY1919  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY1919
 AY1919                          STATION DESCRIPTION
 AY1919
 AY1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1919'STATION IS ABOUT 6 MILES NW OF THE SAN ANTONIO CITY HALL AND
 AY1919'60 YARDS NW OF WOODLAWN DRIVE.  THE TANK AND THE PROPERTY
 AY1919'ON WHICH IT IS LOCATED ARE OWNED BY LEON GLASSBERG.  IT IS
 AY1919'BUILT OF STEEL, IS SUPPORTED BY FOUR STEEL TRUSSWORK LEGS,
 AY1919'AND IS ALUMINUM COLORED.  IT WAS BUILT IN 1932 AND IS ABOUT
 AY1919'70 FEET HIGH.
 AY1919'
 AY1919'THE POINT LOCATED WAS THE APEX OF THE CONICAL ROOF OF THE
 AY1919'TANK.
 AY1919
 AY1919                          STATION RECOVERY (1952)
 AY1919
 AY1919'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 AY1919'STATION WAS RECOVERED IN GOOD CONDITION.
 AY1919
 AY1919                          STATION RECOVERY (1953)
 AY1919
 AY1919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1919'THE STATION WAS RECOVERED AS DESCRIBED AND THE 1953 OBSERVATION
 AY1919'ARE IDENTICAL WITH THE 1943 OBSERVATIONS UNDER THE NAME OF
 AY1919'SAN ANTONIO, LEON GLASSBERG, WATER TANK.  A NEW DESCRIPTION
 AY1919'FOLLOWS--
 AY1919'
 AY1919'THE APEX OF THE ROOF OF THE TANK, LOCATED ABOUT 6 MILES NORTHWEST
 AY1919'OF THE CENTER OF SAN ANTONIO AND AT THE WEST END OF QUILL
 AY1919'DRIVE NEAR FAITH DRIVE IN THE SUBDIVISION OF WOODLAWN HILLS.
 AY1919'IT IS A STEEL TANK SUPPORTED BY FOUR STEEL TRUSSES, PAINTED
 AY1919'SILVER AND 70 FEET HIGH.
 AY1919
 AY1919                          STATION RECOVERY (1995)
 AY1919
 AY1919'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1861 ***********************************************************************
 AY1861  DESIGNATION -  SAN ANTONIO COUNTRY CLUB TANK
 AY1861  PID         -  AY1861
 AY1861  STATE/COUNTY-  TX/BEXAR
 AY1861  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1861
 AY1861                         *CURRENT SURVEY CONTROL
 AY1861  ___________________________________________________________________
 AY1861* NAD 83(1993)-  29 28 01.61223(N)    098 27 15.19092(W)     ADJUSTED  
 AY1861* NAVD 88     -                                                        
 AY1861  ___________________________________________________________________
 AY1861  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AY1861  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AY1861
 AY1861  HORZ ORDER  -  THIRD
 AY1861
 AY1861.The horizontal coordinates were established by classical geodetic methods
 AY1861.and adjusted by the National Geodetic Survey in February 1996..
 AY1861
 AY1861
 AY1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1861
 AY1861.The geoid height was determined by GEOID03.
 AY1861
 AY1861;                    North         East     Units Scale Factor Converg.
 AY1861;SPC TXSC     - 4,181,189.701   652,932.086   MT  0.99986590   +0 16 02.6
 AY1861;SPC TXSC     -13,717,786.54  2,142,161.35   sFT  0.99986590   +0 16 02.6
 AY1861;UTM  14      - 3,259,863.694   552,918.618   MT  0.99963455   +0 16 06.6
 AY1861
 AY1861                          SUPERSEDED SURVEY CONTROL
 AY1861
 AY1861  NAD 83(1986)-  29 28 01.61715(N)    098 27 15.17304(W) AD(       ) 4
 AY1861  NAD 27      -  29 28 00.78400(N)    098 27 14.11400(W) AD(       ) 3
 AY1861
 AY1861.Superseded values are not recommended for survey control.
 AY1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1861.See file dsdata.txt to determine how the superseded data were derived.
 AY1861
 AY1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5291959864(NAD 83)
 AY1861_MARKER: 53 = ELEVATED TANK
 AY1861
 AY1861  HISTORY     - Date     Condition        Report By
 AY1861  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1861  HISTORY     - 19950426 GOOD             USPSQD
 AY1861
 AY1861                          STATION DESCRIPTION
 AY1861
 AY1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1861'THE BALL ON TOP OF THE TANK, LOCATED IN THE NORTHEAST CORNER
 AY1861'OF THE GOLF COURSE AT THE SAN ANTONIO COUNTRY CLUB ON NORTH
 AY1861'NEW BRAUNFELS AVE.  IT IS A FOUR-LEGGED STEEL TANK PAINTED
 AY1861'SILVER AND HAS A CAPACITY OF 55,000 GALLONS.
 AY1861
 AY1861                          STATION RECOVERY (1995)
 AY1861
 AY1861'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1875 ***********************************************************************
 AY1875  DESIGNATION -  SAN ANTONIO DAK ST STANDPIPE
 AY1875  PID         -  AY1875
 AY1875  STATE/COUNTY-  TX/BEXAR
 AY1875  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1875
 AY1875                         *CURRENT SURVEY CONTROL
 AY1875  ___________________________________________________________________
 AY1875* NAD 83(1993)-  29 24 55.17107(N)    098 27 49.30524(W)     ADJUSTED  
 AY1875* NAVD 88     -                                                        
 AY1875  ___________________________________________________________________
 AY1875  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AY1875  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AY1875
 AY1875  HORZ ORDER  -  THIRD
 AY1875
 AY1875.The horizontal coordinates were established by classical geodetic methods
 AY1875.and adjusted by the National Geodetic Survey in February 1996..
 AY1875
 AY1875
 AY1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1875
 AY1875.The geoid height was determined by GEOID03.
 AY1875
 AY1875;                    North         East     Units Scale Factor Converg.
 AY1875;SPC TXSC     - 4,175,445.809   652,039.371   MT  0.99986423   +0 15 45.9
 AY1875;SPC TXSC     -13,698,941.79  2,139,232.50   sFT  0.99986423   +0 15 45.9
 AY1875;UTM  14      - 3,254,121.116   552,026.198   MT  0.99963340   +0 15 48.3
 AY1875
 AY1875                          SUPERSEDED SURVEY CONTROL
 AY1875
 AY1875  NAD 83(1986)-  29 24 55.17590(N)    098 27 49.28721(W) AD(       ) 4
 AY1875  NAD 27      -  29 24 54.33800(N)    098 27 48.23000(W) AD(       ) 3
 AY1875
 AY1875.Superseded values are not recommended for survey control.
 AY1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1875.See file dsdata.txt to determine how the superseded data were derived.
 AY1875
 AY1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5202654121(NAD 83)
 AY1875_MARKER: 52 = STANDPIPE TANK
 AY1875
 AY1875  HISTORY     - Date     Condition        Report By
 AY1875  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1875  HISTORY     - 1952     GOOD             AMS
 AY1875  HISTORY     - 1953     GOOD             CGS
 AY1875  HISTORY     - 19950411 MARK NOT FOUND   USPSQD
 AY1875
 AY1875                          STATION DESCRIPTION
 AY1875
 AY1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1875'STATION IS LOCATED ABOUT 3 MILES SE OF THE SAN ANTONIO CITY
 AY1875'HALL AND NEAR THE CENTER OF THE ST. JOHNS LUTHERAN CEMETERY.
 AY1875'IT IS 62.5 FEET S OF DAKOTA STREET AND 62.5 FEET W OF ST.
 AY1875'ANTHONY STREET.  IT IS THE PROPERTY OF THE SAN ANTONIO CITY
 AY1875'WATER DEPARTMENT.  IT IS CONSTRUCTED OF STEEL AND IS PAINTED
 AY1875'ALUMINUM WITH A SMALL AMOUNT OF BROWN TRIMMING NEAR THE
 AY1875'TOP OF THE STANDPIPE.  AT THE TOP, THE STANDPIPE TAPERS INTO
 AY1875'A GLASS DOME AND THIS DOME IS IN TURN SURMOUNTED BY A
 AY1875'GOLD-LEAF BALL.  THE STANDPIPE WAS BUILT IN 1931 AND IS 135
 AY1875'FEET HIGH.
 AY1875'
 AY1875'THE POINT LOCATED WAS THE GOLD-LEAF BALL AT THE TOP OF THE
 AY1875'DOME.
 AY1875
 AY1875                          STATION RECOVERY (1952)
 AY1875
 AY1875'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 AY1875'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1875
 AY1875                          STATION RECOVERY (1953)
 AY1875
 AY1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1875'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN EXCELLENT
 AY1875'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 AY1875
 AY1875                          STATION RECOVERY (1995)
 AY1875
 AY1875'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1913 ***********************************************************************
 AY1913  DESIGNATION -  SAN ANTONIO DREAM HILL EST TK
 AY1913  PID         -  AY1913
 AY1913  STATE/COUNTY-  TX/BEXAR
 AY1913  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1913
 AY1913                         *CURRENT SURVEY CONTROL
 AY1913  ___________________________________________________________________
 AY1913* NAD 83(1993)-  29 29 58.99746(N)    098 35 01.05605(W)     ADJUSTED  
 AY1913* NAVD 88     -                                                        
 AY1913  ___________________________________________________________________
 AY1913  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AY1913  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AY1913
 AY1913  HORZ ORDER  -  THIRD
 AY1913
 AY1913.The horizontal coordinates were established by classical geodetic methods
 AY1913.and adjusted by the National Geodetic Survey in February 1996..
 AY1913
 AY1913
 AY1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1913
 AY1913.The geoid height was determined by GEOID03.
 AY1913
 AY1913;                    North         East     Units Scale Factor Converg.
 AY1913;SPC TXSC     - 4,184,751.854   640,368.844   MT  0.99986736   +0 12 14.4
 AY1913;SPC TXSC     -13,729,473.37  2,100,943.45   sFT  0.99986736   +0 12 14.4
 AY1913;UTM  14      - 3,263,424.755   540,358.319   MT  0.99962010   +0 12 18.1
 AY1913
 AY1913                          SUPERSEDED SURVEY CONTROL
 AY1913
 AY1913  NAD 83(1986)-  29 29 59.00196(N)    098 35 01.03834(W) AD(       ) 4
 AY1913  NAD 27      -  29 29 58.17200(N)    098 34 59.97000(W) AD(       ) 3
 AY1913
 AY1913.Superseded values are not recommended for survey control.
 AY1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1913.See file dsdata.txt to determine how the superseded data were derived.
 AY1913
 AY1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4035863425(NAD 83)
 AY1913_MARKER: 53 = ELEVATED TANK
 AY1913
 AY1913  HISTORY     - Date     Condition        Report By
 AY1913  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1913  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY1913
 AY1913                          STATION DESCRIPTION
 AY1913
 AY1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1913'LOCATED ABOUT 8 MILES NORTHWEST OF THE CENTER OF SAN ANTONIO,
 AY1913'0.7 MILE WEST OF CALLAGHAN ROAD, 0.2 MILE SOUTH OF BABCOCK
 AY1913'ROAD, AND INSIDE A CIRCULAR DRIVE FORMED BY BETTY LOU STREET
 AY1913'AT THE DREAM HILL ESTATES HOUSING PROJECT.  THE TANK IS A
 AY1913'FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, ABOUT 60 FEET
 AY1913'HIGH, AND LETTERED DREAM HILL
 AY1913'
 AY1913'THE POINT INTERSECTED WAS THE BALL ON THE TOP OF THE TANK.
 AY1913
 AY1913                          STATION RECOVERY (1987)
 AY1913
 AY1913'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY1913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1903 ***********************************************************************
 AY1903  DESIGNATION -  SAN ANTONIO EDWARDS MILLS TANK
 AY1903  PID         -  AY1903
 AY1903  STATE/COUNTY-  TX/BEXAR
 AY1903  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1903
 AY1903                         *CURRENT SURVEY CONTROL
 AY1903  ___________________________________________________________________
 AY1903* NAD 83(1993)-  29 23 12.65283(N)    098 32 39.13336(W)     ADJUSTED  
 AY1903* NAVD 88     -                                                        
 AY1903  ___________________________________________________________________
 AY1903  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 AY1903  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AY1903
 AY1903  HORZ ORDER  -  THIRD
 AY1903
 AY1903.The horizontal coordinates were established by classical geodetic methods
 AY1903.and adjusted by the National Geodetic Survey in February 1996..
 AY1903
 AY1903
 AY1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1903
 AY1903.The geoid height was determined by GEOID03.
 AY1903
 AY1903;                    North         East     Units Scale Factor Converg.
 AY1903;SPC TXSC     - 4,172,256.637   644,239.774   MT  0.99986365   +0 13 23.9
 AY1903;SPC TXSC     -13,688,478.65  2,113,643.33   sFT  0.99986365   +0 13 23.9
 AY1903;UTM  14      - 3,250,932.625   544,228.464   MT  0.99962414   +0 13 25.2
 AY1903
 AY1903                          SUPERSEDED SURVEY CONTROL
 AY1903
 AY1903  NAD 83(1986)-  29 23 12.65751(N)    098 32 39.11523(W) AD(       ) 4
 AY1903  NAD 27      -  29 23 11.81300(N)    098 32 38.05100(W) AD(       ) 3
 AY1903
 AY1903.Superseded values are not recommended for survey control.
 AY1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1903.See file dsdata.txt to determine how the superseded data were derived.
 AY1903
 AY1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4422850933(NAD 83)
 AY1903_MARKER: 53 = ELEVATED TANK
 AY1903
 AY1903  HISTORY     - Date     Condition        Report By
 AY1903  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1903  HISTORY     - 1979     GOOD             DMA
 AY1903  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY1903
 AY1903                          STATION DESCRIPTION
 AY1903
 AY1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1903'LOCATED IN THE SOUTHWESTERN SECTION OF THE CITY INSIDE AN
 AY1903'ANGULAR POLT OF GROUND FORMED BY WEST MALONE AVENUE AND THE
 AY1903'SOUTHERN PACIFIC RAILROAD TRACKS.  THE TANK IS A FOUR-LEGGED
 AY1903'STEEL STRUCTURE, PAINTED SILVER, ABOUT 60 FEET HIGH, AND
 AY1903'LETTERED EDWARDS
 AY1903'
 AY1903'THE POINT INTERSECTED WAS THE BALL ON THE TOP OF THE TANK.
 AY1903
 AY1903                          STATION RECOVERY (1979)
 AY1903
 AY1903'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979 (MMH)
 AY1903'STATION RECOVERED GOOD.
 AY1903'
 AY1903'RECOVERED AS DESCRIBED.  WALL COLOMONY INC. IS NOW PAINTED ON THE
 AY1903'SIDE OF THE TANK.
 AY1903'
 AY1903'DISTANCE AND DIRECTION FROM NEAREST TOWN--SAN ANTONIO.
 AY1903
 AY1903                          STATION RECOVERY (1995)
 AY1903
 AY1903'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1809 ***********************************************************************
 AY1809  DESIGNATION -  SAN ANTONIO H P MORRIS TANK
 AY1809  PID         -  AY1809
 AY1809  STATE/COUNTY-  TX/BEXAR
 AY1809  USGS QUAD   -  LONGHORN (1992)
 AY1809
 AY1809                         *CURRENT SURVEY CONTROL
 AY1809  ___________________________________________________________________
 AY1809* NAD 83(1993)-  29 30 39.29034(N)    098 27 54.78314(W)     ADJUSTED  
 AY1809* NAVD 88     -                                                        
 AY1809  ___________________________________________________________________
 AY1809  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 AY1809  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY1809
 AY1809  HORZ ORDER  -  THIRD
 AY1809
 AY1809.The horizontal coordinates were established by classical geodetic methods
 AY1809.and adjusted by the National Geodetic Survey in February 1996..
 AY1809
 AY1809
 AY1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1809
 AY1809.The geoid height was determined by GEOID03.
 AY1809
 AY1809;                    North         East     Units Scale Factor Converg.
 AY1809;SPC TXSC     - 4,186,038.980   651,843.280   MT  0.99986794   +0 15 43.2
 AY1809;SPC TXSC     -13,733,696.22  2,138,589.16   sFT  0.99986794   +0 15 43.2
 AY1809;UTM  14      - 3,264,711.819   551,829.958   MT  0.99963315   +0 15 48.4
 AY1809
 AY1809                          SUPERSEDED SURVEY CONTROL
 AY1809
 AY1809  NAD 83(1986)-  29 30 39.29526(N)    098 27 54.76542(W) AD(       ) 4
 AY1809  NAD 27      -  29 30 38.46600(N)    098 27 53.70400(W) AD(       ) 3
 AY1809
 AY1809.Superseded values are not recommended for survey control.
 AY1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1809.See file dsdata.txt to determine how the superseded data were derived.
 AY1809
 AY1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5183064712(NAD 83)
 AY1809_MARKER: 53 = ELEVATED TANK
 AY1809
 AY1809  HISTORY     - Date     Condition        Report By
 AY1809  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1809  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1809
 AY1809                          STATION DESCRIPTION
 AY1809
 AY1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1809'LOCATED ABOUT 0.5 MILE SOUTH OF LOOP 13, 0.1 MILE EAST OF
 AY1809'BROADWAY AVENUE, 30 FEET NORTH OF FLAMANGO DRIVE, AND IN THE
 AY1809'NORTH CENTRAL SECTION OF THE CITY.  THE TANK IS A STEEL
 AY1809'STRUCTURE SUPPORTED BY FOUR STEEL STRUSSES, PAINTED ORANGE AND
 AY1809'WHITE, AND ABOUT 60 FEET HIGH.
 AY1809
 AY1809                          STATION RECOVERY (1989)
 AY1809
 AY1809'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1867 ***********************************************************************
 AY1867  DESIGNATION -  SAN ANTONIO HIGHLAND PARK TANK
 AY1867  PID         -  AY1867
 AY1867  STATE/COUNTY-  TX/BEXAR
 AY1867  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1867
 AY1867                         *CURRENT SURVEY CONTROL
 AY1867  ___________________________________________________________________
 AY1867* NAD 83(1993)-  29 23 24.36064(N)    098 27 05.36186(W)     ADJUSTED  
 AY1867* NAVD 88     -                                                        
 AY1867  ___________________________________________________________________
 AY1867  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AY1867  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AY1867
 AY1867  HORZ ORDER  -  THIRD
 AY1867
 AY1867.The horizontal coordinates were established by classical geodetic methods
 AY1867.and adjusted by the National Geodetic Survey in February 1996..
 AY1867
 AY1867
 AY1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1867
 AY1867.The geoid height was determined by GEOID03.
 AY1867
 AY1867;                    North         East     Units Scale Factor Converg.
 AY1867;SPC TXSC     - 4,172,655.700   653,236.911   MT  0.99986371   +0 16 07.4
 AY1867;SPC TXSC     -13,689,787.91  2,143,161.43   sFT  0.99986371   +0 16 07.4
 AY1867;UTM  14      - 3,251,331.659   553,223.490   MT  0.99963495   +0 16 09.1
 AY1867
 AY1867                          SUPERSEDED SURVEY CONTROL
 AY1867
 AY1867  NAD 83(1986)-  29 23 24.36552(N)    098 27 05.34374(W) AD(       ) 4
 AY1867  NAD 27      -  29 23 23.51800(N)    098 27 04.28500(W) AD(       ) 3
 AY1867
 AY1867.Superseded values are not recommended for survey control.
 AY1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1867.See file dsdata.txt to determine how the superseded data were derived.
 AY1867
 AY1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5322351332(NAD 83)
 AY1867_MARKER: 53 = ELEVATED TANK
 AY1867
 AY1867  HISTORY     - Date     Condition        Report By
 AY1867  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1867  HISTORY     - 1952     GOOD             AMS
 AY1867  HISTORY     - 1953     GOOD             CGS
 AY1867  HISTORY     - 19950411 MARK NOT FOUND   USPSQD
 AY1867
 AY1867                          STATION DESCRIPTION
 AY1867
 AY1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1867'STATION IS LOCATED ABOUT 3-1/2 MILES SE OF THE SAN ANTONIO
 AY1867'CITY HALL, 73 FEET N OF MORNINGSIDE STREET, AND 250 FEET E
 AY1867'OF SOUTH WALTER STREET.
 AY1867'
 AY1867'THE TANK IS A SQUAT-SHAPED STRUCTURE BUILT OF STEEL AND
 AY1867'SUPPORTED BY SIX STEEL TRUSSWORK LEGS.  IT IS PAINTED SILVER
 AY1867'AND IS OWNED BY THE CITY OF SAN ANTONIO WATER WORKS DEPARTMENT.
 AY1867'IT WAS BUILT IN 1941 AND IS ABOUT 110 FEET HIGH.
 AY1867'
 AY1867'THE POINT LOCATED WAS THE APEX OF THE CONICAL-SHAPED ROOF OF
 AY1867'THE TANK.
 AY1867
 AY1867                          STATION RECOVERY (1952)
 AY1867
 AY1867'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 AY1867'STATION WAS RECOVERED IN GOOD CONDITION.  THE TANK IS LOCATED
 AY1867'ABOUT 3-1/2 MILES S.E. OF THE SAN ANTONIO CITY HALL, 73 FEET
 AY1867'NORTH OF VANDERBILT STREET, AND 250 FEET EAST OF SOUTH WALTERS
 AY1867'STREET.  IT IS SUPPORTED BY 12 TUBULAR SHAPED LEGS WITH AND
 AY1867'ADDITIONAL 4 TUBULAR SHAPED LEGS IN THE CENTER.
 AY1867
 AY1867                          STATION RECOVERY (1953)
 AY1867
 AY1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1867'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 AY1867'IS ADEQUATE WITH THE FOLLOWING CORRECTION--
 AY1867'
 AY1867'THE NAME OF THIS TANK WAS CHANGED THIS YEAR TO HIGHLAND
 AY1867'PARK TANK, BY THE SAN ANTONIO CITY WATER BOARD.
 AY1867
 AY1867                          STATION RECOVERY (1995)
 AY1867
 AY1867'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1885 ***********************************************************************
 AY1885  DESIGNATION -  SAN ANTONIO HILDERBR ST MUN TK
 AY1885  PID         -  AY1885
 AY1885  STATE/COUNTY-  TX/BEXAR
 AY1885  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1885
 AY1885                         *CURRENT SURVEY CONTROL
 AY1885  ___________________________________________________________________
 AY1885* NAD 83(1993)-  29 28 00.53541(N)    098 28 49.41780(W)     ADJUSTED  
 AY1885* NAVD 88     -                                                        
 AY1885  ___________________________________________________________________
 AY1885  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY1885  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY1885
 AY1885  HORZ ORDER  -  THIRD
 AY1885
 AY1885.The horizontal coordinates were established by classical geodetic methods
 AY1885.and adjusted by the National Geodetic Survey in February 1996..
 AY1885
 AY1885
 AY1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1885
 AY1885.The geoid height was determined by GEOID03.
 AY1885
 AY1885;                    North         East     Units Scale Factor Converg.
 AY1885;SPC TXSC     - 4,181,144.988   650,393.772   MT  0.99986588   +0 15 16.4
 AY1885;SPC TXSC     -13,717,639.85  2,133,833.57   sFT  0.99986588   +0 15 16.4
 AY1885;UTM  14      - 3,259,818.944   550,380.897   MT  0.99963132   +0 15 20.2
 AY1885
 AY1885                          SUPERSEDED SURVEY CONTROL
 AY1885
 AY1885  NAD 83(1986)-  29 28 00.53959(N)    098 28 49.40064(W) AD(       ) 4
 AY1885  NAD 27      -  29 27 59.70700(N)    098 28 48.33900(W) AD(       ) 3
 AY1885
 AY1885.Superseded values are not recommended for survey control.
 AY1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1885.See file dsdata.txt to determine how the superseded data were derived.
 AY1885
 AY1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5038159819(NAD 83)
 AY1885_MARKER: 53 = ELEVATED TANK
 AY1885
 AY1885  HISTORY     - Date     Condition        Report By
 AY1885  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1885  HISTORY     - 1949     GOOD             CGS
 AY1885  HISTORY     - 1952     GOOD             AMS
 AY1885  HISTORY     - 1953     GOOD             CGS
 AY1885  HISTORY     - 1961     GOOD             CGS
 AY1885  HISTORY     - 19950426 GOOD             USPSQD
 AY1885
 AY1885                          STATION DESCRIPTION
 AY1885
 AY1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1885'STATION IS LOCATED ABOUT 3 MILES NE OF THE CITY HALL IN
 AY1885'SAN ANTONIO, 370 FEET W OF DIVINE ROAD, 100 FEET N OF HILDEBRAND
 AY1885'STREET, AND 0.15 MILE N OF ALAMO STADIUM.  IT IS OWNED BY
 AY1885'THE CITY OF SAN ANTONIO WATER WORKS DEPARTMENT.
 AY1885'
 AY1885'THE TANK PROPER IS PAINTED SILVER AND IS TRIMMED IN BLACK.
 AY1885'IT WAS CONSTRUCTED IN 1926 AND IS BUILT OF STEEL.  IT IS
 AY1885'SUPPORTED BY FOUR STEEL TRUSSWORK LEGS AND IS ABOUT 130
 AY1885'FEET HIGH.
 AY1885'
 AY1885'THE POINT LOCATED WAS A SMALL BLACK BALL CENTERED AT THE
 AY1885'TOP.
 AY1885
 AY1885                          STATION RECOVERY (1949)
 AY1885
 AY1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 AY1885'RECOVERED AS DESCRIBED WITH ONE EXCEPTION.  THE TANK IS
 AY1885'SUPPORTED BY EIGHT TRUSSWORK LEGS, NOT FOUR.
 AY1885
 AY1885                          STATION RECOVERY (1952)
 AY1885
 AY1885'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 AY1885'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 AY1885'NOTES OF YEAR 1949 WHICH STATE AS FOLLOWS--THE TANK IS
 AY1885'SUPPORTED BY EIGHT TRUSSWORK LEGS, NOT FOUR.
 AY1885'
 AY1885'THE TANK IS PAINTED SILVER IN COLOR AND IS ELIPTIC IN SHAPE.
 AY1885
 AY1885                          STATION RECOVERY (1953)
 AY1885
 AY1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1885'THE STATION WAS RECOVERED AS DESCRIBED AND THE ORIGINAL
 AY1885'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTION--
 AY1885'
 AY1885'THIS TANK IS NOW DESIGNATED BY THE SAN ANTONIO CITY WATER
 AY1885'BOARD AS THE HILDERBRAND STREET MUNICIPAL WATER TANK.
 AY1885
 AY1885                          STATION RECOVERY (1961)
 AY1885
 AY1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AY1885'THE STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION IS
 AY1885'ADEQUATE.
 AY1885
 AY1885                          STATION RECOVERY (1995)
 AY1885
 AY1885'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1927 ***********************************************************************
 AY1927  DESIGNATION -  SAN ANTONIO HOLT CO WATER TANK
 AY1927  PID         -  AY1927
 AY1927  STATE/COUNTY-  TX/BEXAR
 AY1927  USGS QUAD   -  TERRELL WELLS (1992)
 AY1927
 AY1927                         *CURRENT SURVEY CONTROL
 AY1927  ___________________________________________________________________
 AY1927* NAD 83(1993)-  29 21 07.11509(N)    098 31 29.48200(W)     ADJUSTED  
 AY1927* NAVD 88     -                                                        
 AY1927  ___________________________________________________________________
 AY1927  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 AY1927  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AY1927
 AY1927  HORZ ORDER  -  THIRD
 AY1927
 AY1927.The horizontal coordinates were established by classical geodetic methods
 AY1927.and adjusted by the National Geodetic Survey in February 1996..
 AY1927
 AY1927
 AY1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1927
 AY1927.The geoid height was determined by GEOID03.
 AY1927
 AY1927;                    North         East     Units Scale Factor Converg.
 AY1927;SPC TXSC     - 4,168,399.437   646,133.351   MT  0.99986329   +0 13 58.0
 AY1927;SPC TXSC     -13,675,823.82  2,119,855.84   sFT  0.99986329   +0 13 58.0
 AY1927;UTM  14      - 3,247,076.352   546,121.606   MT  0.99962625   +0 13 58.5
 AY1927
 AY1927                          SUPERSEDED SURVEY CONTROL
 AY1927
 AY1927  NAD 83(1986)-  29 21 07.11981(N)    098 31 29.46377(W) AD(       ) 4
 AY1927  NAD 27      -  29 21 06.27900(N)    098 31 28.39600(W) AD(       ) 3
 AY1927
 AY1927.Superseded values are not recommended for survey control.
 AY1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1927.See file dsdata.txt to determine how the superseded data were derived.
 AY1927
 AY1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4612247076(NAD 83)
 AY1927_MARKER: 53 = ELEVATED TANK
 AY1927
 AY1927  HISTORY     - Date     Condition        Report By
 AY1927  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1927  HISTORY     - 1952     GOOD             AMS
 AY1927  HISTORY     - 1953     GOOD             CGS
 AY1927  HISTORY     - 19991103 GOOD             USPSQD
 AY1927
 AY1927                          STATION DESCRIPTION
 AY1927
 AY1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1927'THE STATION IS ABOUT 7 MILES SW OF THE SAN ANTONIO CITY HALL,
 AY1927'300 FEET W OF A N-S PAVED COUNTY ROAD, AND 1/4 MILE S OF
 AY1927'STATE HIGHWAY 13.  IT IS THE PROPERTY OF THE H.B. ZACHRY
 AY1927'COMPANY.  IT IS A CREAM-COLORED CONCRETE TANK WHICH IS SUPPORTED
 AY1927'BY 6 CONCRETE LEGS.  IT WAS BUILT IN 1921 AND IS ABOUT 96 FEET
 AY1927'HIGH.
 AY1927'
 AY1927'THE POINT LOCATED WAS A SMALL CONCRETE BALL WHICH IS CENTERED
 AY1927'AT THE TOP OF THE TANK.
 AY1927
 AY1927                          STATION RECOVERY (1952)
 AY1927
 AY1927'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 AY1927'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT
 AY1927'THAT THE NAME OF HOLT NOW APPEARS ON THE WALLS OF THE TANK.
 AY1927
 AY1927                          STATION RECOVERY (1953)
 AY1927
 AY1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1927'THE STATION WAS RECOVERED AS DESCRIBED, A NEW DESCRIPTION
 AY1927'FOLLOWS--
 AY1927'
 AY1927'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF SAN ANTONIO
 AY1927'CITY HALL AND 300 FEET WEST OF LOGWOOD AVENUE WHERE IT INTERSECTS
 AY1927'WEST HARDING BLVD.  IT IS A YELLOW CONCRETE TANK WITH THE LETTERS
 AY1927'HOLT IN BLACK, SUPPORTED BY 6 CONCRETE LEGS.  THE TANK WAS
 AY1927'BUILT IN 1921 AND IS 96 FEET HIGH.
 AY1927
 AY1927                          STATION RECOVERY (1999)
 AY1927
 AY1927'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2604 ***********************************************************************
 AX2604  DESIGNATION -  SAN ANTONIO HOUSTON AWY BCN 7
 AX2604  PID         -  AX2604
 AX2604  STATE/COUNTY-  TX/DE WITT
 AX2604  USGS QUAD   -  YOAKUM (1987)
 AX2604
 AX2604                         *CURRENT SURVEY CONTROL
 AX2604  ___________________________________________________________________
 AX2604* NAD 83(1993)-  29 19 13.90624(N)    097 13 01.95658(W)     ADJUSTED  
 AX2604* NAVD 88     -                                                        
 AX2604  ___________________________________________________________________
 AX2604  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AX2604  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX2604
 AX2604  HORZ ORDER  -  THIRD
 AX2604
 AX2604.The horizontal coordinates were established by classical geodetic methods
 AX2604.and adjusted by the National Geodetic Survey in February 1996..
 AX2604
 AX2604
 AX2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2604
 AX2604.The geoid height was determined by GEOID03.
 AX2604
 AX2604;                    North         East     Units Scale Factor Converg.
 AX2604;SPC TXSC     - 4,166,140.304   773,144.082   MT  0.99986327   +0 52 24.3
 AX2604;SPC TXSC     -13,668,411.98  2,536,556.88   sFT  0.99986327   +0 52 24.3
 AX2604;UTM  14      - 3,244,817.584   673,119.840   MT  0.99996983   +0 52 23.7
 AX2604
 AX2604                          SUPERSEDED SURVEY CONTROL
 AX2604
 AX2604  NAD 83(1986)-  29 19 13.91839(N)    097 13 01.94513(W) AD(       ) 4
 AX2604  NAD 27      -  29 19 13.03100(N)    097 13 00.99300(W) AD(       ) 3
 AX2604
 AX2604.Superseded values are not recommended for survey control.
 AX2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2604.See file dsdata.txt to determine how the superseded data were derived.
 AX2604
 AX2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT7312044818(NAD 83)
 AX2604_MARKER: 22 = AIRWAY BEACON
 AX2604
 AX2604  HISTORY     - Date     Condition        Report By
 AX2604  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2604  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2604
 AX2604                          STATION DESCRIPTION
 AX2604
 AX2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2604'THIS INTERSECTION STATION IS ABOUT 4 MILES NW OF YOAKUM
 AX2604'IN THE SE CORNER OF YOAKUM AIR FIELD.  IT IS A STANDARD
 AX2604'SQUARE STEEL STRUCTURE, ABOUT 50 FEET HIGH.  ABOUT 50 YARDS
 AX2604'W OF C.A.A. TRANSMITTING HOUSE WHICH IS IN THE CORNER OF
 AX2604'STEEL FENCE.  REACHED FROM INTERSECTION OF U.S. ROUTES 77
 AX2604'AND T 111 BY GOING NW ON T 111 FOR 4 MILES TO SIDE ROAD
 AX2604'RIGHT AT TEXACO FILLING STATION.  TURN RIGHT FOR 0.5 MILE
 AX2604'TO SE CORNER OF FIELD AND BEACON.  POINT OBSERVED UPON WAS
 AX2604'THE REVOLVING LIGHT.
 AX2604
 AX2604                          STATION RECOVERY (2003)
 AX2604
 AX2604'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX2604'AIR FIELD NO LONGER EXISTS AND IS PRESENTLY THE LOCATION OF A LARGE
 AX2604'FRUIT ORCHARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2619 ***********************************************************************
 AX2619  DESIGNATION -  SAN ANTONIO HOUSTON AWY BCN 4
 AX2619  PID         -  AX2619
 AX2619  STATE/COUNTY-  TX/WILSON
 AX2619  USGS QUAD   -  GILLETT (1987)
 AX2619
 AX2619                         *CURRENT SURVEY CONTROL
 AX2619  ___________________________________________________________________
 AX2619* NAD 83(1993)-  29 14 36.91233(N)    097 46 23.86465(W)     ADJUSTED  
 AX2619* NAVD 88     -                                                        
 AX2619  ___________________________________________________________________
 AX2619  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AX2619  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AX2619
 AX2619  HORZ ORDER  -  THIRD
 AX2619
 AX2619.The horizontal coordinates were established by classical geodetic methods
 AX2619.and adjusted by the National Geodetic Survey in February 1996..
 AX2619
 AX2619
 AX2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2619
 AX2619.The geoid height was determined by GEOID03.
 AX2619
 AX2619;                    North         East     Units Scale Factor Converg.
 AX2619;SPC TXSC     - 4,156,918.682   719,229.067   MT  0.99986450   +0 36 03.5
 AX2619;SPC TXSC     -13,638,157.38  2,359,670.70   sFT  0.99986450   +0 36 03.5
 AX2619;UTM  14      - 3,235,596.890   619,204.507   MT  0.99977534   +0 35 57.6
 AX2619
 AX2619                          SUPERSEDED SURVEY CONTROL
 AX2619
 AX2619  NAD 83(1986)-  29 14 36.92006(N)    097 46 23.84689(W) AD(       ) 4
 AX2619  NAD 27      -  29 14 36.05000(N)    097 46 22.85300(W) AD(       ) 3
 AX2619
 AX2619.Superseded values are not recommended for survey control.
 AX2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2619.See file dsdata.txt to determine how the superseded data were derived.
 AX2619
 AX2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT1920535597(NAD 83)
 AX2619_MARKER: 22 = AIRWAY BEACON
 AX2619
 AX2619  HISTORY     - Date     Condition        Report By
 AX2619  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2619  HISTORY     - 1948     GOOD             CGS
 AX2619  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX2619
 AX2619                          STATION DESCRIPTION
 AX2619
 AX2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2619'THIS INTERSECTION STATION IS THE AIRWAY BEACON, LOCATED ABOUT
 AX2619'1.0 MILE WSW OF THE RAILROAD STATION IN NIXON.  IT IS AN ALL-STEEL
 AX2619'STRUCTURE ABOUT 60 FEET HIGH PAINTED IN ALTERNATE SECTIONS
 AX2619'OF RED AND WHITE, WITH A REVOLVING WHITE LIGHT, AND AN ALTERNATING
 AX2619'RED LIGHT ON THE TOP.  POINT OBSERVED UPON, THE REVOLVING WHITE
 AX2619'LIGHT ON THE TOP.
 AX2619
 AX2619                          STATION RECOVERY (1948)
 AX2619
 AX2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HB)
 AX2619'RECOVERED AS DESCRIBED.
 AX2619
 AX2619                          STATION RECOVERY (1996)
 AX2619
 AX2619'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX2619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1832 ***********************************************************************
 AY1832  DESIGNATION -  SAN ANTONIO HOUSTON AWY BCN 2
 AY1832  PID         -  AY1832
 AY1832  STATE/COUNTY-  TX/WILSON
 AY1832  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY1832
 AY1832                         *CURRENT SURVEY CONTROL
 AY1832  ___________________________________________________________________
 AY1832* NAD 83(1993)-  29 12 20.79952(N)    098 05 04.21266(W)     ADJUSTED  
 AY1832* NAVD 88     -                                                        
 AY1832  ___________________________________________________________________
 AY1832  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AY1832  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AY1832
 AY1832  HORZ ORDER  -  THIRD
 AY1832
 AY1832.The horizontal coordinates were established by classical geodetic methods
 AY1832.and adjusted by the National Geodetic Survey in February 1996..
 AY1832
 AY1832
 AY1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1832
 AY1832.The geoid height was determined by GEOID03.
 AY1832
 AY1832;                    North         East     Units Scale Factor Converg.
 AY1832;SPC TXSC     - 4,152,451.607   689,014.865   MT  0.99986577   +0 26 54.6
 AY1832;SPC TXSC     -13,623,501.65  2,260,542.94   sFT  0.99986577   +0 26 54.6
 AY1832;UTM  14      - 3,231,131.312   588,994.112   MT  0.99969773   +0 26 48.3
 AY1832
 AY1832                          SUPERSEDED SURVEY CONTROL
 AY1832
 AY1832  NAD 83(1986)-  29 12 20.80528(N)    098 05 04.19309(W) AD(       ) 4
 AY1832  NAD 27      -  29 12 19.93000(N)    098 05 03.18000(W) AD(       ) 3
 AY1832
 AY1832.Superseded values are not recommended for survey control.
 AY1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1832.See file dsdata.txt to determine how the superseded data were derived.
 AY1832
 AY1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8899431131(NAD 83)
 AY1832_MARKER: 22 = AIRWAY BEACON
 AY1832
 AY1832  HISTORY     - Date     Condition        Report By
 AY1832  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1832  HISTORY     - 1948     GOOD             CGS
 AY1832  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY1832  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY1832
 AY1832                          STATION DESCRIPTION
 AY1832
 AY1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AY1832'THIS INTERSECTION STATION IS BEACON ABOUT 8 MILES AIR LINE
 AY1832'W OF STOCKDALE ON THE TOP OF KNOLL ON THE N SIDE OF ROUTE
 AY1832'97.  IT IS A STANDARD BEACON PAINTED RED AND WHITE, 4-LEG
 AY1832'STEEL STRUCTURE, ABOUT 50 FEET HIGH.  REACHED FROM STOCKDALE
 AY1832'BY GOING W ON U.S. 87 FOR 4 MILES TO JUNCTION OF T 97.  CONTINUE
 AY1832'ON T 97 FOR 4.85 MILES TO BEACON ON RIGHT.  THE POINT OBSERVED
 AY1832'UPON WAS THE REVOLVING LIGHT.
 AY1832
 AY1832                          STATION RECOVERY (1948)
 AY1832
 AY1832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HB)
 AY1832'RECOVERED AS DESCRIBED.
 AY1832
 AY1832                          STATION RECOVERY (1996)
 AY1832
 AY1832'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY1832'MARK NOT FOUND.
 AY1832
 AY1832                          STATION RECOVERY (2003)
 AY1832
 AY1832'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY1832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2708 ***********************************************************************
 AX2708  DESIGNATION -  SAN ANTONIO HOUSTON AWY BCN 11
 AX2708  PID         -  AX2708
 AX2708  STATE/COUNTY-  TX/COLORADO
 AX2708  USGS QUAD   -  GARWOOD (1981)
 AX2708
 AX2708                         *CURRENT SURVEY CONTROL
 AX2708  ___________________________________________________________________
 AX2708* NAD 83(1993)-  29 22 38.90678(N)    096 29 58.95231(W)     ADJUSTED  
 AX2708* NAVD 88     -                                                        
 AX2708  ___________________________________________________________________
 AX2708  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AX2708  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX2708
 AX2708  HORZ ORDER  -  THIRD
 AX2708
 AX2708.The horizontal coordinates were established by classical geodetic methods
 AX2708.and adjusted by the National Geodetic Survey in February 1996..
 AX2708
 AX2708
 AX2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2708
 AX2708.The geoid height was determined by GEOID03.
 AX2708
 AX2708;                    North         East     Units Scale Factor Converg.
 AX2708;SPC TXSC     - 4,173,725.807   842,683.604   MT  0.99986352   +1 13 29.7
 AX2708;SPC TXSC     -13,693,298.75  2,764,704.46   sFT  0.99986352   +1 13 29.7
 AX2708;UTM  14      - 3,252,406.280   742,678.368   MT  1.00032675   +1 13 37.7
 AX2708
 AX2708                          SUPERSEDED SURVEY CONTROL
 AX2708
 AX2708  NAD 83(1986)-  29 22 38.92115(N)    096 29 58.93800(W) AD(       ) 4
 AX2708  NAD 27      -  29 22 38.03000(N)    096 29 58.05100(W) AD(       ) 3
 AX2708
 AX2708.Superseded values are not recommended for survey control.
 AX2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2708.See file dsdata.txt to determine how the superseded data were derived.
 AX2708
 AX2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4267852406(NAD 83)
 AX2708_MARKER: 22 = AIRWAY BEACON
 AX2708
 AX2708  HISTORY     - Date     Condition        Report By
 AX2708  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2708
 AX2708                          STATION DESCRIPTION
 AX2708
 AX2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2708'THIS INTERSECTION STATION IS LOCATED ABOUT 7 MILES SW OF THE
 AX2708'VILLAGE OF NADA.  A STANDARD STEEL STRUCTURE, ABOUT 50 FEET
 AX2708'HIGH, 15 FEET SE OF METAL BLDG. AND PAINTED RED AND WHITE.
 AX2708'
 AX2708'REACHED FROM THE I.G.A. STORE IN NADA BY GOING S ON T 71
 AX2708'FOR 0.05 MILE TO GRAVEL ROAD RIGHT.  TURN RIGHT AND GO 0.45
 AX2708'MILE TO CROSS ROAD.  TURN RIGHT AND GO 2.1 MILES.  TURN
 AX2708'LEFT FOR 1.9 MILES TO T-ROAD AND SMALL CONCRETE BRIDGE.  TURN
 AX2708'LEFT FOR 0.2 MILE.  TURN RIGHT FOR 2.95 MILES.  TURN LEFT FOR
 AX2708'0.6 MILE.  TURN RIGHT FOR 2.2 MILES TO CROSS ROAD.  TURN
 AX2708'RIGHT FOR 0.9 MILE TO BEACON ON RIGHT.  THE POINT OBSERVED
 AX2708'UPON WAS THE REVOLVING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2754 ***********************************************************************
 AX2754  DESIGNATION -  SAN ANTONIO HOUSTON AWY BCN 8
 AX2754  PID         -  AX2754
 AX2754  STATE/COUNTY-  TX/LAVACA
 AX2754  USGS QUAD   -  EZZELL (1981)
 AX2754
 AX2754                         *CURRENT SURVEY CONTROL
 AX2754  ___________________________________________________________________
 AX2754* NAD 83(1993)-  29 19 51.32873(N)    096 59 01.71326(W)     ADJUSTED  
 AX2754* NAVD 88     -                                                        
 AX2754  ___________________________________________________________________
 AX2754  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AX2754  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX2754
 AX2754  HORZ ORDER  -  THIRD
 AX2754
 AX2754.The horizontal coordinates were established by classical geodetic methods
 AX2754.and adjusted by the National Geodetic Survey in February 1996..
 AX2754
 AX2754
 AX2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2754
 AX2754.The geoid height was determined by GEOID03.
 AX2754
 AX2754;                    North         East     Units Scale Factor Converg.
 AX2754;SPC TXSC     - 4,167,660.348   795,789.943   MT  0.99986325   +0 59 15.9
 AX2754;SPC TXSC     -13,673,398.99  2,610,854.17   sFT  0.99986325   +0 59 15.9
 AX2754;UTM  14      - 3,246,337.868   695,769.258   MT  1.00007293   +0 59 16.6
 AX2754
 AX2754                          SUPERSEDED SURVEY CONTROL
 AX2754
 AX2754  NAD 83(1986)-  29 19 51.34033(N)    096 59 01.70306(W) AD(       ) 4
 AX2754  NAD 27      -  29 19 50.45600(N)    096 59 00.76400(W) AD(       ) 3
 AX2754
 AX2754.Superseded values are not recommended for survey control.
 AX2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2754.See file dsdata.txt to determine how the superseded data were derived.
 AX2754
 AX2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9576946338(NAD 83)
 AX2754_MARKER: 22 = AIRWAY BEACON
 AX2754
 AX2754  HISTORY     - Date     Condition        Report By
 AX2754  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2754  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX2754
 AX2754                          STATION DESCRIPTION
 AX2754
 AX2754'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2754'THIS INTERSECTION STATION IS AIRWAY BEACON NO. 8, LOCATED
 AX2754'ABOUT 1 MILE NW OF THE TOWN OF KOERTH.  THE BEACON IS A
 AX2754'STANDARD AIRWAY BEACON ABOUT 45 FEET HIGH, PAINTED ORANGE
 AX2754'AND WHITE.  THE POINT OBSERVED WAS THE REVOLVING LIGHT.
 AX2754
 AX2754                          STATION RECOVERY (1997)
 AX2754
 AX2754'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1813 ***********************************************************************
 AY1813  DESIGNATION -  SAN ANTONIO INTL APT CON TR BN
 AY1813  PID         -  AY1813
 AY1813  STATE/COUNTY-  TX/BEXAR
 AY1813  USGS QUAD   -  LONGHORN (1992)
 AY1813
 AY1813                         *CURRENT SURVEY CONTROL
 AY1813  ___________________________________________________________________
 AY1813* NAD 83(1993)-  29 31 43.24043(N)    098 28 25.08657(W)     ADJUSTED  
 AY1813* NAVD 88     -                                                        
 AY1813  ___________________________________________________________________
 AY1813  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AY1813  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AY1813
 AY1813  HORZ ORDER  -  THIRD
 AY1813
 AY1813.This mark is at San Antonio Intl (SAT) Airport (SAT)
 AY1813
 AY1813.The horizontal coordinates were established by classical geodetic methods
 AY1813.and adjusted by the National Geodetic Survey in February 1996..
 AY1813
 AY1813
 AY1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1813
 AY1813.The geoid height was determined by GEOID03.
 AY1813
 AY1813;                    North         East     Units Scale Factor Converg.
 AY1813;SPC TXSC     - 4,188,004.029   651,018.397   MT  0.99986894   +0 15 28.3
 AY1813;SPC TXSC     -13,740,143.22  2,135,882.86   sFT  0.99986894   +0 15 28.3
 AY1813;UTM  14      - 3,266,676.383   551,005.219   MT  0.99963210   +0 15 33.9
 AY1813
 AY1813                          SUPERSEDED SURVEY CONTROL
 AY1813
 AY1813  NAD 83(1986)-  29 31 43.24537(N)    098 28 25.06890(W) AD(       ) 4
 AY1813  NAD 27      -  29 31 42.41900(N)    098 28 24.00800(W) AD(       ) 3
 AY1813
 AY1813.Superseded values are not recommended for survey control.
 AY1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1813.See file dsdata.txt to determine how the superseded data were derived.
 AY1813
 AY1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5100566676(NAD 83)
 AY1813_MARKER: 21 = AIRPORT BEACON
 AY1813
 AY1813  HISTORY     - Date     Condition        Report By
 AY1813  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1813  HISTORY     - 1960     GOOD             CGS
 AY1813  HISTORY     - 1961     GOOD             CGS
 AY1813  HISTORY     - 1965     GOOD             CGS
 AY1813  HISTORY     - 1969     GOOD             CGS
 AY1813  HISTORY     - 1971     GOOD             NGS
 AY1813  HISTORY     - 1979     GOOD             NGS
 AY1813  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY1813
 AY1813                          STATION DESCRIPTION
 AY1813
 AY1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1813'THE REVOLVING BEACON ON TOP OF THE CONTROL TOWER AT THE
 AY1813'NEW INTERNATIONAL AIRPORT, LOCATED ABOUT 7 MILES NORTH OF THE
 AY1813'CENTER OF SAN ANTONIO, 1 MILE NORTH OF LOOP 13 AND AT THE
 AY1813'NORTHEAST END OF AIRPORT BOULEVARD.
 AY1813
 AY1813                          STATION RECOVERY (1960)
 AY1813
 AY1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AY1813'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1813
 AY1813                          STATION RECOVERY (1961)
 AY1813
 AY1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AY1813'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED BY C.T.H.
 AY1813'IN 1953.  THE ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE.
 AY1813
 AY1813                          STATION RECOVERY (1965)
 AY1813
 AY1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 AY1813'STATION RECOVERED AS DESCRIBED
 AY1813
 AY1813                          STATION RECOVERY (1969)
 AY1813
 AY1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 AY1813'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AY1813'
 AY1813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 7 MILES
 AY1813'NORTH OF SAN ANTONIO.
 AY1813
 AY1813                          STATION RECOVERY (1971)
 AY1813
 AY1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 AY1813'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1813'
 AY1813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SAN ANTONIO
 AY1813'INTL AIRPORT.
 AY1813
 AY1813                          STATION RECOVERY (1979)
 AY1813
 AY1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RPD)
 AY1813'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AY1813'
 AY1813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTH OF
 AY1813'SAN ANTONIO CENTER.
 AY1813
 AY1813                          STATION RECOVERY (1987)
 AY1813
 AY1813'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY1813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1884 ***********************************************************************
 AY1884  DESIGNATION -  SAN ANTONIO J AMMANN BLDG FLAG
 AY1884  PID         -  AY1884
 AY1884  STATE/COUNTY-  TX/BEXAR
 AY1884  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1884
 AY1884                         *CURRENT SURVEY CONTROL
 AY1884  ___________________________________________________________________
 AY1884* NAD 83(1993)-  29 26 04.80273(N)    098 28 49.98265(W)     ADJUSTED  
 AY1884* NAVD 88     -                                                        
 AY1884  ___________________________________________________________________
 AY1884  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 AY1884  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AY1884
 AY1884  HORZ ORDER  -  THIRD
 AY1884
 AY1884.The horizontal coordinates were established by classical geodetic methods
 AY1884.and adjusted by the National Geodetic Survey in February 1996..
 AY1884
 AY1884
 AY1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1884
 AY1884.The geoid height was determined by GEOID03.
 AY1884
 AY1884;                    North         East     Units Scale Factor Converg.
 AY1884;SPC TXSC     - 4,177,582.051   650,394.380   MT  0.99986475   +0 15 16.1
 AY1884;SPC TXSC     -13,705,950.45  2,133,835.56   sFT  0.99986475   +0 15 16.1
 AY1884;UTM  14      - 3,256,256.841   550,381.562   MT  0.99963132   +0 15 19.0
 AY1884
 AY1884                          SUPERSEDED SURVEY CONTROL
 AY1884
 AY1884  NAD 83(1986)-  29 26 04.80753(N)    098 28 49.96473(W) AD(       ) 4
 AY1884  NAD 27      -  29 26 03.97000(N)    098 28 48.90000(W) AD(       ) 3
 AY1884
 AY1884.Superseded values are not recommended for survey control.
 AY1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1884.See file dsdata.txt to determine how the superseded data were derived.
 AY1884
 AY1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5038256257(NAD 83)
 AY1884_MARKER: 62 = FLAGPOLE
 AY1884
 AY1884  HISTORY     - Date     Condition        Report By
 AY1884  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1884  HISTORY     - 19950411 POOR             USPSQD
 AY1884  HISTORY     - 20040321 GOOD             USPSQD
 AY1884
 AY1884                          STATION DESCRIPTION
 AY1884
 AY1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1884'THE FLAFPOLE ON TOP OF THE AMMANN PHOTOGRAMETRIC ENGINEERING
 AY1884'BUILDING, LOCATED AT 10TH. STREET AND BROADWAY IN DOWNTOWN
 AY1884'SAN ANTONIO.  IT IS A THREE STORY RED BRICK BUILDING WITH
 AY1884'THE FLAGPOLE ON THE FRONT CENTER ROOF.
 AY1884
 AY1884                          STATION RECOVERY (1995)
 AY1884
 AY1884'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1884'MARK RECOVERED IN POOR CONDITION.
 AY1884
 AY1884                          STATION RECOVERY (2004)
 AY1884
 AY1884'RECOVERY NOTE BY US POWER SQUADRON 2004 (MPM)
 AY1884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1917 ***********************************************************************
 AY1917  DESIGNATION -  SAN ANTONIO JEFFERSON HS DOME
 AY1917  PID         -  AY1917
 AY1917  STATE/COUNTY-  TX/BEXAR
 AY1917  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1917
 AY1917                         *CURRENT SURVEY CONTROL
 AY1917  ___________________________________________________________________
 AY1917* NAD 83(1993)-  29 27 53.38213(N)    098 32 19.16698(W)     ADJUSTED  
 AY1917* NAVD 88     -                                                        
 AY1917  ___________________________________________________________________
 AY1917  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AY1917  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY1917
 AY1917  HORZ ORDER  -  THIRD
 AY1917
 AY1917.The horizontal coordinates were established by classical geodetic methods
 AY1917.and adjusted by the National Geodetic Survey in February 1996..
 AY1917
 AY1917
 AY1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1917
 AY1917.The geoid height was determined by GEOID03.
 AY1917
 AY1917;                    North         East     Units Scale Factor Converg.
 AY1917;SPC TXSC     - 4,180,901.073   644,743.997   MT  0.99986580   +0 13 33.7
 AY1917;SPC TXSC     -13,716,839.60  2,115,297.60   sFT  0.99986580   +0 13 33.7
 AY1917;UTM  14      - 3,259,574.990   544,732.470   MT  0.99962469   +0 13 37.0
 AY1917
 AY1917                          SUPERSEDED SURVEY CONTROL
 AY1917
 AY1917  NAD 83(1986)-  29 27 53.38677(N)    098 32 19.14904(W) AD(       ) 4
 AY1917  NAD 27      -  29 27 52.55400(N)    098 32 18.08200(W) AD(       ) 3
 AY1917
 AY1917.Superseded values are not recommended for survey control.
 AY1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1917.See file dsdata.txt to determine how the superseded data were derived.
 AY1917
 AY1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4473259575(NAD 83)
 AY1917_MARKER: 87 = DOME
 AY1917
 AY1917  HISTORY     - Date     Condition        Report By
 AY1917  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1917
 AY1917                          STATION DESCRIPTION
 AY1917
 AY1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1917'THE FINIAL ON THE TOP OF THE DOME OF THOMAS JEFFERSON HIGH
 AY1917'SCHOOL, LOCATED ON WILSON DRIVE BETWEEN DONALDSON AVENUE
 AY1917'AND THOMAS JEFFERSON DRIVE, IN THE NORTHWEST SECTION OF
 AY1917'SAN ANTONIO.  THE DOME IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1914 ***********************************************************************
 AY1914  DESIGNATION -  SAN ANTONIO JOHN F CAMP TANK
 AY1914  PID         -  AY1914
 AY1914  STATE/COUNTY-  TX/BEXAR
 AY1914  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1914
 AY1914                         *CURRENT SURVEY CONTROL
 AY1914  ___________________________________________________________________
 AY1914* NAD 83(1993)-  29 29 36.52445(N)    098 33 52.08666(W)     ADJUSTED  
 AY1914* NAVD 88     -                                                        
 AY1914  ___________________________________________________________________
 AY1914  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY1914  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AY1914
 AY1914  HORZ ORDER  -  THIRD
 AY1914
 AY1914.The horizontal coordinates were established by classical geodetic methods
 AY1914.and adjusted by the National Geodetic Survey in February 1996..
 AY1914
 AY1914
 AY1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1914
 AY1914.The geoid height was determined by GEOID03.
 AY1914
 AY1914;                    North         East     Units Scale Factor Converg.
 AY1914;SPC TXSC     - 4,184,066.772   642,228.863   MT  0.99986706   +0 12 48.1
 AY1914;SPC TXSC     -13,727,225.73  2,107,045.86   sFT  0.99986706   +0 12 48.1
 AY1914;UTM  14      - 3,262,739.876   542,217.893   MT  0.99962199   +0 12 51.9
 AY1914
 AY1914                          SUPERSEDED SURVEY CONTROL
 AY1914
 AY1914  NAD 83(1986)-  29 29 36.52901(N)    098 33 52.06893(W) AD(       ) 4
 AY1914  NAD 27      -  29 29 35.69800(N)    098 33 50.99900(W) AD(       ) 3
 AY1914
 AY1914.Superseded values are not recommended for survey control.
 AY1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1914.See file dsdata.txt to determine how the superseded data were derived.
 AY1914
 AY1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4221862740(NAD 83)
 AY1914_MARKER: 53 = ELEVATED TANK
 AY1914
 AY1914  HISTORY     - Date     Condition        Report By
 AY1914  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1914  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY1914
 AY1914                          STATION DESCRIPTION
 AY1914
 AY1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1914'THE CENTER OF THE SMALL FLAT TOPPED WATER TANK, LOCATED
 AY1914'0.5 MILE SOUTHWEST OF THE INTERSECTION OF CALLAGHAN ROAD AND
 AY1914'U.S. HIGHWAY 87 AND 0.25 MILE SOUTHEAST OF CALLAGHAN ROAD
 AY1914'IN THE EXTREME NORTHWEST LIMITS OF SAN ANTONIO.  THE TANK
 AY1914'IS AT THE SOUTHEAST END OF THE PRIVATE LANE LEADING FROM
 AY1914'CALLAGHAN ROAD TO MR. CAMPS RESIDENCE.  THE TANK IS PAINTED
 AY1914'SILVER.
 AY1914
 AY1914                          STATION RECOVERY (1988)
 AY1914
 AY1914'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY1914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1840 ***********************************************************************
 AY1840  DESIGNATION -  SAN ANTONIO KMAC HIGH MST OF 4
 AY1840  PID         -  AY1840
 AY1840  STATE/COUNTY-  TX/BEXAR
 AY1840  USGS QUAD   -  MARTINEZ (1992)
 AY1840
 AY1840                         *CURRENT SURVEY CONTROL
 AY1840  ___________________________________________________________________
 AY1840* NAD 83(1993)-  29 23 26.79029(N)    098 21 00.32196(W)     ADJUSTED  
 AY1840* NAVD 88     -                                                        
 AY1840  ___________________________________________________________________
 AY1840  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AY1840  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY1840
 AY1840  HORZ ORDER  -  THIRD
 AY1840
 AY1840.The horizontal coordinates were established by classical geodetic methods
 AY1840.and adjusted by the National Geodetic Survey in February 1996..
 AY1840
 AY1840
 AY1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1840
 AY1840.The geoid height was determined by GEOID03.
 AY1840
 AY1840;                    North         East     Units Scale Factor Converg.
 AY1840;SPC TXSC     - 4,172,780.921   663,078.001   MT  0.99986372   +0 19 06.2
 AY1840;SPC TXSC     -13,690,198.74  2,175,448.41   sFT  0.99986372   +0 19 06.2
 AY1840;UTM  14      - 3,251,456.941   563,062.395   MT  0.99964907   +0 19 08.3
 AY1840
 AY1840                          SUPERSEDED SURVEY CONTROL
 AY1840
 AY1840  NAD 83(1986)-  29 23 26.79540(N)    098 21 00.30373(W) AD(       ) 4
 AY1840  NAD 27      -  29 23 25.94900(N)    098 20 59.25400(W) AD(       ) 3
 AY1840
 AY1840.Superseded values are not recommended for survey control.
 AY1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1840.See file dsdata.txt to determine how the superseded data were derived.
 AY1840
 AY1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6306251457(NAD 83)
 AY1840_MARKER: 42 = RADIO/TV MAST
 AY1840
 AY1840  HISTORY     - Date     Condition        Report By
 AY1840  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1840  HISTORY     - 19991020 GOOD             USPSQD
 AY1840
 AY1840                          STATION DESCRIPTION
 AY1840
 AY1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1840'THE STATION IS THE TOP OF THE ANTENNA ON THE MAST.  IT IS
 AY1840'LOCATED ABOUT 7 MILES EAST OF THE TRANSIT TOWER IN SAN ANTONIO
 AY1840'AND IN THE NORTHWEST CORNER OF THE INTERSECTION OF U.S.
 AY1840'HIGHWAY 87 AND MARTINEZ ROAD.
 AY1840'
 AY1840'THE MAST IS A STEEL STRUCTURE 518 FEET HIGH, GUYED TYPE
 AY1840'AND PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS.  IT WAS
 AY1840'ERECTED IN APRIL, 1952 AND IS OWNED BY HOWARD W. DAVIS
 AY1840'OF THE WALMAC CO.
 AY1840
 AY1840                          STATION RECOVERY (1999)
 AY1840
 AY1840'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1880 ***********************************************************************
 AY1880  DESIGNATION -  SAN ANTONIO L STAR BREWERY STK
 AY1880  PID         -  AY1880
 AY1880  STATE/COUNTY-  TX/BEXAR
 AY1880  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1880
 AY1880                         *CURRENT SURVEY CONTROL
 AY1880  ___________________________________________________________________
 AY1880* NAD 83(1993)-  29 24 06.30589(N)    098 29 25.30959(W)     ADJUSTED  
 AY1880* NAVD 88     -                                                        
 AY1880  ___________________________________________________________________
 AY1880  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 AY1880  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AY1880
 AY1880  HORZ ORDER  -  THIRD
 AY1880
 AY1880.The horizontal coordinates were established by classical geodetic methods
 AY1880.and adjusted by the National Geodetic Survey in February 1996..
 AY1880
 AY1880
 AY1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1880
 AY1880.The geoid height was determined by GEOID03.
 AY1880
 AY1880;                    North         East     Units Scale Factor Converg.
 AY1880;SPC TXSC     - 4,173,929.918   649,458.271   MT  0.99986392   +0 14 58.8
 AY1880;SPC TXSC     -13,693,968.41  2,130,764.34   sFT  0.99986392   +0 14 58.8
 AY1880;UTM  14      - 3,252,605.550   549,445.713   MT  0.99963017   +0 15 00.7
 AY1880
 AY1880                          SUPERSEDED SURVEY CONTROL
 AY1880
 AY1880  NAD 83(1986)-  29 24 06.31069(N)    098 29 25.29157(W) AD(       ) 4
 AY1880  NAD 27      -  29 24 05.46900(N)    098 29 24.23000(W) AD(       ) 3
 AY1880
 AY1880.Superseded values are not recommended for survey control.
 AY1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1880.See file dsdata.txt to determine how the superseded data were derived.
 AY1880
 AY1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4944652606(NAD 83)
 AY1880_MARKER: 63 = STACK
 AY1880
 AY1880  HISTORY     - Date     Condition        Report By
 AY1880  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1880  HISTORY     - 19950411 GOOD             USPSQD
 AY1880
 AY1880                          STATION DESCRIPTION
 AY1880
 AY1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1880'THE CENTER OF THE TOP OF THE STACK, LOCATED NEAR THE BOILER
 AY1880'ROOM OF THE LONE STAR BREWERY AT 542 SIMPSON STREET.  IT
 AY1880'IS A CONCRETE STACK, PAINTED WHITE WITH LONE STAR IN RED
 AY1880'LETTERS PAINTED VERTICALLY ON THE NORTH SIDE.  THE STACK
 AY1880'IS 165 FEET HIGH.
 AY1880
 AY1880                          STATION RECOVERY (1995)
 AY1880
 AY1880'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1921 ***********************************************************************
 AY1921  DESIGNATION -  SAN ANTONIO LADY LAKE COLL CH
 AY1921  PID         -  AY1921
 AY1921  STATE/COUNTY-  TX/BEXAR
 AY1921  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1921
 AY1921                         *CURRENT SURVEY CONTROL
 AY1921  ___________________________________________________________________
 AY1921* NAD 83(1993)-  29 25 32.10295(N)    098 32 37.05187(W)     ADJUSTED  
 AY1921* NAVD 88     -                                                        
 AY1921  ___________________________________________________________________
 AY1921  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AY1921  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AY1921
 AY1921  HORZ ORDER  -  THIRD
 AY1921
 AY1921.The horizontal coordinates were established by classical geodetic methods
 AY1921.and adjusted by the National Geodetic Survey in February 1996..
 AY1921
 AY1921
 AY1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1921
 AY1921.The geoid height was determined by GEOID03.
 AY1921
 AY1921;                    North         East     Units Scale Factor Converg.
 AY1921;SPC TXSC     - 4,176,549.850   644,279.141   MT  0.99986449   +0 13 24.9
 AY1921;SPC TXSC     -13,702,563.97  2,113,772.48   sFT  0.99986449   +0 13 24.9
 AY1921;UTM  14      - 3,255,224.808   544,267.784   MT  0.99962418   +0 13 27.2
 AY1921
 AY1921                          SUPERSEDED SURVEY CONTROL
 AY1921
 AY1921  NAD 83(1986)-  29 25 32.10767(N)    098 32 37.03398(W) AD(       ) 4
 AY1921  NAD 27      -  29 25 31.26600(N)    098 32 35.96700(W) AD(       ) 3
 AY1921
 AY1921.Superseded values are not recommended for survey control.
 AY1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1921.See file dsdata.txt to determine how the superseded data were derived.
 AY1921
 AY1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4426855225(NAD 83)
 AY1921_MARKER: 90 = CHURCH SPIRE
 AY1921
 AY1921  HISTORY     - Date     Condition        Report By
 AY1921  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1921  HISTORY     - 1952     GOOD             AMS
 AY1921  HISTORY     - 1953     GOOD             CGS
 AY1921  HISTORY     - 1979     GOOD             DMA
 AY1921  HISTORY     - 19950510 GOOD             USPSQD
 AY1921
 AY1921                          STATION DESCRIPTION
 AY1921
 AY1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1921'THE STATION IS LOCATED ABOUT 3-1/2 MILES SW OF THE SAN ANTONIO
 AY1921'CITY HALL, 50 PACES W OF TWENTY-FOURTH STREET, AND 1/8 MILE
 AY1921'S OF COMMERCE STREET (U.S. HIGHWAY 90).
 AY1921'
 AY1921'THE CHURCH IS CONSTRUCTED OF SAND-COLORED BRICK AND IS SURROUNDED
 AY1921'BY SEVERAL SMALLER BUILDINGS OF SIMILAR CONSTRUCTION AND
 AY1921'OF THE SAME COLOR.  THE SPIRE IS A BLACK CROSS WHICH IS
 AY1921'CENTERED AT THE TOP OF THE BELFRY.  THE BUILDING AND SPIRE
 AY1921'ARE ABOUT 198 FEET HIGH.  THE ROOFS OF THE BUILDINGS ARE
 AY1921'PAINTED BLACK AND WHITE.  THE CHURCH WAS BUILT IN 1923.
 AY1921'
 AY1921'THE POINT LOCATED WAS THE CENTER OF THE HIGHEST POINT OF
 AY1921'THE SPIRE.
 AY1921
 AY1921                          STATION RECOVERY (1952)
 AY1921
 AY1921'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 AY1921'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1921
 AY1921                          STATION RECOVERY (1953)
 AY1921
 AY1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1921'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 AY1921'IS ADEQUATE.
 AY1921
 AY1921                          STATION RECOVERY (1979)
 AY1921
 AY1921'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979 (MMH)
 AY1921'STATION RECOVERED GOOD.
 AY1921'
 AY1921'RECOVERED AS DESCRIBED.
 AY1921'
 AY1921'DISTANCE AND DIRECTION FROM NEAREST TOWN--SAN ANTONIO.
 AY1921
 AY1921                          STATION RECOVERY (1995)
 AY1921
 AY1921'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1904 ***********************************************************************
 AY1904  DESIGNATION -  SAN ANTONIO LANDA ROAD MUN TK
 AY1904  PID         -  AY1904
 AY1904  STATE/COUNTY-  TX/BEXAR
 AY1904  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1904
 AY1904                         *CURRENT SURVEY CONTROL
 AY1904  ___________________________________________________________________
 AY1904* NAD 83(1993)-  29 29 48.95233(N)    098 32 37.08189(W)     ADJUSTED  
 AY1904* NAVD 88     -                                                        
 AY1904  ___________________________________________________________________
 AY1904  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AY1904  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AY1904
 AY1904  HORZ ORDER  -  THIRD
 AY1904
 AY1904.The horizontal coordinates were established by classical geodetic methods
 AY1904.and adjusted by the National Geodetic Survey in February 1996..
 AY1904
 AY1904
 AY1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1904
 AY1904.The geoid height was determined by GEOID03.
 AY1904
 AY1904;                    North         East     Units Scale Factor Converg.
 AY1904;SPC TXSC     - 4,184,457.076   644,247.476   MT  0.99986723   +0 13 24.9
 AY1904;SPC TXSC     -13,728,506.26  2,113,668.59   sFT  0.99986723   +0 13 24.9
 AY1904;UTM  14      - 3,263,130.123   544,236.005   MT  0.99962414   +0 13 28.9
 AY1904
 AY1904                          SUPERSEDED SURVEY CONTROL
 AY1904
 AY1904  NAD 83(1986)-  29 29 48.95698(N)    098 32 37.06414(W) AD(       ) 4
 AY1904  NAD 27      -  29 29 48.12800(N)    098 32 35.99600(W) AD(       ) 3
 AY1904
 AY1904.Superseded values are not recommended for survey control.
 AY1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1904.See file dsdata.txt to determine how the superseded data were derived.
 AY1904
 AY1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4423663130(NAD 83)
 AY1904_MARKER: 53 = ELEVATED TANK
 AY1904
 AY1904  HISTORY     - Date     Condition        Report By
 AY1904  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1904  HISTORY     - 19950516 MARK NOT FOUND   USPSQD
 AY1904
 AY1904                          STATION DESCRIPTION
 AY1904
 AY1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1904'THE LIGHT ON THE APEX OF THE WATER TANK, LOCATED AT THE
 AY1904'INTERSECTION OF LANDA ROAD AND DEWHURST DRIVE IN THE SUB
 AY1904'DIVISION OF DELL VIEW.  IT IS A STEEL TANK 110 FT. HIGH,
 AY1904'PAINTED SILVER AND HAS A CAPACITY OF 50,000 GALLONS.  THE
 AY1904'TANK IS OWNED BY THE SAN ANTONIO CITY WATER BOARD.
 AY1904
 AY1904                          STATION RECOVERY (1995)
 AY1904
 AY1904'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1925 ***********************************************************************
 AY1925  DESIGNATION -  SAN ANTONIO LEON CREEK PWR STK
 AY1925  PID         -  AY1925
 AY1925  STATE/COUNTY-  TX/BEXAR
 AY1925  USGS QUAD   -  TERRELL WELLS (1992)
 AY1925
 AY1925                         *CURRENT SURVEY CONTROL
 AY1925  ___________________________________________________________________
 AY1925* NAD 83(1993)-  29 21 05.90987(N)    098 34 33.37305(W)     ADJUSTED  
 AY1925* NAVD 88     -                                                        
 AY1925  ___________________________________________________________________
 AY1925  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 AY1925  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AY1925
 AY1925  HORZ ORDER  -  THIRD
 AY1925
 AY1925.The horizontal coordinates were established by classical geodetic methods
 AY1925.and adjusted by the National Geodetic Survey in February 1996..
 AY1925
 AY1925
 AY1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1925
 AY1925.The geoid height was determined by GEOID03.
 AY1925
 AY1925;                    North         East     Units Scale Factor Converg.
 AY1925;SPC TXSC     - 4,168,343.268   641,173.894   MT  0.99986329   +0 12 27.9
 AY1925;SPC TXSC     -13,675,639.54  2,103,584.68   sFT  0.99986329   +0 12 27.9
 AY1925;UTM  14      - 3,247,020.186   541,163.339   MT  0.99962091   +0 12 28.3
 AY1925
 AY1925                          SUPERSEDED SURVEY CONTROL
 AY1925
 AY1925  NAD 83(1986)-  29 21 05.91444(N)    098 34 33.35487(W) AD(       ) 4
 AY1925  NAD 27      -  29 21 05.06400(N)    098 34 32.28400(W) AD(       ) 3
 AY1925
 AY1925.Superseded values are not recommended for survey control.
 AY1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1925.See file dsdata.txt to determine how the superseded data were derived.
 AY1925
 AY1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4116347020(NAD 83)
 AY1925_MARKER: 63 = STACK
 AY1925
 AY1925  HISTORY     - Date     Condition        Report By
 AY1925  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1925  HISTORY     - 1959     GOOD             CGS
 AY1925  HISTORY     - 19991027 GOOD             USPSQD
 AY1925
 AY1925                          STATION DESCRIPTION
 AY1925
 AY1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1925'THE TOP OF THE YELLOW BRICK STACK, LOCATED ON QUINTANA ROAD
 AY1925'IN THE SOUTHWEST SECTION OF SAN ANTONIO.  IT IS 140 FEET
 AY1925'HIGH AND IS OWNED BY THE CITY PUBLIC SERVICE BOARD.
 AY1925
 AY1925                          STATION RECOVERY (1959)
 AY1925
 AY1925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FTJ)
 AY1925'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  1953
 AY1925'DESCRIPTION ADEQUATE.
 AY1925
 AY1925                          STATION RECOVERY (1999)
 AY1925
 AY1925'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1878 ***********************************************************************
 AY1878  DESIGNATION -  SAN ANTONIO MEDICAL ARTS FLAG
 AY1878  PID         -  AY1878
 AY1878  STATE/COUNTY-  TX/BEXAR
 AY1878  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1878
 AY1878                         *CURRENT SURVEY CONTROL
 AY1878  ___________________________________________________________________
 AY1878* NAD 83(1993)-  29 25 35.48997(N)    098 29 09.64986(W)     ADJUSTED  
 AY1878* NAVD 88     -                                                        
 AY1878  ___________________________________________________________________
 AY1878  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AY1878  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AY1878
 AY1878  HORZ ORDER  -  THIRD
 AY1878
 AY1878.The horizontal coordinates were established by classical geodetic methods
 AY1878.and adjusted by the National Geodetic Survey in February 1996..
 AY1878
 AY1878
 AY1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1878
 AY1878.The geoid height was determined by GEOID03.
 AY1878
 AY1878;                    North         East     Units Scale Factor Converg.
 AY1878;SPC TXSC     - 4,176,677.310   649,868.346   MT  0.99986452   +0 15 06.5
 AY1878;SPC TXSC     -13,702,982.14  2,132,109.73   sFT  0.99986452   +0 15 06.5
 AY1878;UTM  14      - 3,255,352.303   549,855.662   MT  0.99963067   +0 15 09.1
 AY1878
 AY1878                          SUPERSEDED SURVEY CONTROL
 AY1878
 AY1878  NAD 83(1986)-  29 25 35.49482(N)    098 29 09.63171(W) AD(       ) 4
 AY1878  NAD 27      -  29 25 34.65500(N)    098 29 08.56800(W) AD(       ) 3
 AY1878
 AY1878.Superseded values are not recommended for survey control.
 AY1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1878.See file dsdata.txt to determine how the superseded data were derived.
 AY1878
 AY1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4985655352(NAD 83)
 AY1878_MARKER: 62 = FLAGPOLE
 AY1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1878+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002
 AY1878
 AY1878  HISTORY     - Date     Condition        Report By
 AY1878  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1878  HISTORY     - 19950411 GOOD             USPSQD
 AY1878  HISTORY     - 20020915 GOOD             USPSQD
 AY1878
 AY1878                          STATION DESCRIPTION
 AY1878
 AY1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1878'THE FLAGPOLE ATOP THE MEDICAL ARTS BUILDING, LOCATED AT
 AY1878'THE INTERSECTION OF E. HOUSTON STREET AND AVENUE E IN DOWNTOWN
 AY1878'SAN ANTONIO.
 AY1878
 AY1878                          STATION RECOVERY (1995)
 AY1878
 AY1878'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1878'RECOVERED IN GOOD CONDITION.
 AY1878
 AY1878                          STATION RECOVERY (2002)
 AY1878
 AY1878'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AY1878'BUILDING IS NOW THE EMILY MORGAN HOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1932 ***********************************************************************
 AY1932  DESIGNATION -  SAN ANTONIO MEX BAP HOME TK
 AY1932  PID         -  AY1932
 AY1932  STATE/COUNTY-  TX/BEXAR
 AY1932  USGS QUAD   -  CULEBRA HILL (1993)
 AY1932
 AY1932                         *CURRENT SURVEY CONTROL
 AY1932  ___________________________________________________________________
 AY1932* NAD 83(1993)-  29 23 50.81409(N)    098 38 05.24223(W)     ADJUSTED  
 AY1932* NAVD 88     -                                                        
 AY1932  ___________________________________________________________________
 AY1932  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AY1932  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AY1932
 AY1932  HORZ ORDER  -  THIRD
 AY1932
 AY1932.The horizontal coordinates were established by classical geodetic methods
 AY1932.and adjusted by the National Geodetic Survey in February 1996..
 AY1932
 AY1932
 AY1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1932
 AY1932.The geoid height was determined by GEOID03.
 AY1932
 AY1932;                    North         East     Units Scale Factor Converg.
 AY1932;SPC TXSC     - 4,173,400.576   635,443.843   MT  0.99986384   +0 10 44.1
 AY1932;SPC TXSC     -13,692,231.72  2,084,785.34   sFT  0.99986384   +0 10 44.1
 AY1932;UTM  14      - 3,252,076.230   535,434.673   MT  0.99961549   +0 10 45.4
 AY1932
 AY1932                          SUPERSEDED SURVEY CONTROL
 AY1932
 AY1932  NAD 83(1986)-  29 23 50.81848(N)    098 38 05.22422(W) AD(       ) 4
 AY1932  NAD 27      -  29 23 49.97700(N)    098 38 04.14900(W) AD(       ) 3
 AY1932
 AY1932.Superseded values are not recommended for survey control.
 AY1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1932.See file dsdata.txt to determine how the superseded data were derived.
 AY1932
 AY1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3543552076(NAD 83)
 AY1932_MARKER: 53 = ELEVATED TANK
 AY1932
 AY1932  HISTORY     - Date     Condition        Report By
 AY1932  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1932  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY1932
 AY1932                          STATION DESCRIPTION
 AY1932
 AY1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1932'THE APEX OF THE TANK, LOCATED 0.2 MILE SOUTH OF U.S. HIGHWAY
 AY1932'90 IN THE WEST EDGE OF SAN ANTONIO.  IT IS A STEEL TANK,
 AY1932'PAINTED SILVER, 75 FEET HIGH AND HAS A CAPACITY OF 25,000
 AY1932'GALLONS.
 AY1932
 AY1932                          STATION RECOVERY (1999)
 AY1932
 AY1932'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1915 ***********************************************************************
 AY1915  DESIGNATION -  SAN ANTONIO MT CARMEL CATH CH
 AY1915  PID         -  AY1915
 AY1915  STATE/COUNTY-  TX/BEXAR
 AY1915  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1915
 AY1915                         *CURRENT SURVEY CONTROL
 AY1915  ___________________________________________________________________
 AY1915* NAD 83(1993)-  29 26 45.54676(N)    098 31 30.76272(W)     ADJUSTED  
 AY1915* NAVD 88     -                                                        
 AY1915  ___________________________________________________________________
 AY1915  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 AY1915  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY1915
 AY1915  HORZ ORDER  -  THIRD
 AY1915
 AY1915.The horizontal coordinates were established by classical geodetic methods
 AY1915.and adjusted by the National Geodetic Survey in February 1996..
 AY1915
 AY1915
 AY1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1915
 AY1915.The geoid height was determined by GEOID03.
 AY1915
 AY1915;                    North         East     Units Scale Factor Converg.
 AY1915;SPC TXSC     - 4,178,817.952   646,056.513   MT  0.99986512   +0 13 57.4
 AY1915;SPC TXSC     -13,710,005.23  2,119,603.74   sFT  0.99986512   +0 13 57.4
 AY1915;UTM  14      - 3,257,492.389   546,044.701   MT  0.99962616   +0 14 00.3
 AY1915
 AY1915                          SUPERSEDED SURVEY CONTROL
 AY1915
 AY1915  NAD 83(1986)-  29 26 45.55147(N)    098 31 30.74481(W) AD(       ) 4
 AY1915  NAD 27      -  29 26 44.71500(N)    098 31 29.68000(W) AD(       ) 3
 AY1915
 AY1915.Superseded values are not recommended for survey control.
 AY1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1915.See file dsdata.txt to determine how the superseded data were derived.
 AY1915
 AY1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4604557492(NAD 83)
 AY1915_MARKER: 55 = TOWER
 AY1915
 AY1915  HISTORY     - Date     Condition        Report By
 AY1915  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1915  HISTORY     - 19950504 GOOD             USPSQD
 AY1915
 AY1915                          STATION DESCRIPTION
 AY1915
 AY1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (CTH)
 AY1915'THE FINIAL ON THE DOME OF THE BELL TOWER OF THE CHURCH,
 AY1915'LOCATED AT THE INTERSECTION OF ZARZAMORA AND KENTUCKY STREETS
 AY1915'AND NEAR WOODLAWN LAKE.  THE DOME OF THE BELL TOWER IS PAINTED
 AY1915'GOLD.
 AY1915
 AY1915                          STATION RECOVERY (1995)
 AY1915
 AY1915'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1899 ***********************************************************************
 AY1899  DESIGNATION -  SAN ANTONIO PALM HTS MUN TANK
 AY1899  PID         -  AY1899
 AY1899  STATE/COUNTY-  TX/BEXAR
 AY1899  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1899
 AY1899                         *CURRENT SURVEY CONTROL
 AY1899  ___________________________________________________________________
 AY1899* NAD 83(1993)-  29 23 20.33661(N)    098 31 47.03246(W)     ADJUSTED  
 AY1899* NAVD 88     -                                                        
 AY1899  ___________________________________________________________________
 AY1899  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 AY1899  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AY1899
 AY1899  HORZ ORDER  -  THIRD
 AY1899
 AY1899.The horizontal coordinates were established by classical geodetic methods
 AY1899.and adjusted by the National Geodetic Survey in February 1996..
 AY1899
 AY1899
 AY1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1899
 AY1899.The geoid height was determined by GEOID03.
 AY1899
 AY1899;                    North         East     Units Scale Factor Converg.
 AY1899;SPC TXSC     - 4,172,498.744   645,643.519   MT  0.99986369   +0 13 49.4
 AY1899;SPC TXSC     -13,689,272.96  2,118,248.78   sFT  0.99986369   +0 13 49.4
 AY1899;UTM  14      - 3,251,174.683   545,631.873   MT  0.99962569   +0 13 50.8
 AY1899
 AY1899                          SUPERSEDED SURVEY CONTROL
 AY1899
 AY1899  NAD 83(1986)-  29 23 20.34131(N)    098 31 47.01439(W) AD(       ) 4
 AY1899  NAD 27      -  29 23 19.50000(N)    098 31 45.95100(W) AD(       ) 3
 AY1899
 AY1899.Superseded values are not recommended for survey control.
 AY1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1899.See file dsdata.txt to determine how the superseded data were derived.
 AY1899
 AY1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4563251175(NAD 83)
 AY1899_MARKER: 53 = ELEVATED TANK
 AY1899
 AY1899  HISTORY     - Date     Condition        Report By
 AY1899  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1899  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY1899
 AY1899                          STATION DESCRIPTION
 AY1899
 AY1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1899'THE BALL ON THE TOP OF THE CONICAL ROOF OF THE WATER TANK,
 AY1899'LOCATED AT WEST THEO AVENUE AND CHARLOTTE STREET AND 0.25
 AY1899'MILE EAST OF ZARZAMORA STREET.  IT IS A STEEL TANK, PAINTED
 AY1899'SILVER WITH THE LETTERS PALM HEIGHTS IN BLACK, 75 FEET HIGH
 AY1899'AND SUPPORTED BY 4 STEEL TRUSSES.  THE TANK IS OWNED BY
 AY1899'THE PALM HEIGHTS WATER WORKS COMPANY.
 AY1899
 AY1899                          STATION RECOVERY (1995)
 AY1899
 AY1899'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1866 ***********************************************************************
 AY1866  DESIGNATION -  SAN ANTONIO PEARL BREWERY STK
 AY1866  PID         -  AY1866
 AY1866  STATE/COUNTY-  TX/BEXAR
 AY1866  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1866
 AY1866                         *CURRENT SURVEY CONTROL
 AY1866  ___________________________________________________________________
 AY1866* NAD 83(1993)-  29 26 34.48235(N)    098 28 49.59073(W)     ADJUSTED  
 AY1866* NAVD 88     -                                                        
 AY1866  ___________________________________________________________________
 AY1866  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 AY1866  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AY1866
 AY1866  HORZ ORDER  -  THIRD
 AY1866
 AY1866.The horizontal coordinates were established by classical geodetic methods
 AY1866.and adjusted by the National Geodetic Survey in February 1996..
 AY1866
 AY1866
 AY1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1866
 AY1866.The geoid height was determined by GEOID03.
 AY1866
 AY1866;                    North         East     Units Scale Factor Converg.
 AY1866;SPC TXSC     - 4,178,495.793   650,400.883   MT  0.99986501   +0 15 16.3
 AY1866;SPC TXSC     -13,708,948.28  2,133,856.90   sFT  0.99986501   +0 15 16.3
 AY1866;UTM  14      - 3,257,170.369   550,388.049   MT  0.99963133   +0 15 19.4
 AY1866
 AY1866                          SUPERSEDED SURVEY CONTROL
 AY1866
 AY1866  NAD 83(1986)-  29 26 34.48717(N)    098 28 49.57274(W) AD(       ) 4
 AY1866  NAD 27      -  29 26 33.65400(N)    098 28 48.50700(W) AD(       ) 3
 AY1866
 AY1866.Superseded values are not recommended for survey control.
 AY1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1866.See file dsdata.txt to determine how the superseded data were derived.
 AY1866
 AY1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5038857170(NAD 83)
 AY1866_MARKER: 63 = STACK
 AY1866
 AY1866  HISTORY     - Date     Condition        Report By
 AY1866  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1866  HISTORY     - 19950426 GOOD             USPSQD
 AY1866
 AY1866                          STATION DESCRIPTION
 AY1866
 AY1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1866'THE TOP OF THE BRICK STACK OF THE PEARL BREWERY, LOCATED
 AY1866'AT AVENUE A AND JAMES STREET IN SAN ANTONIO.  THE STACK IS
 AY1866'260 FEET HIGH, PAINTED WHITE AND WAS ERECTED IN 1914.
 AY1866
 AY1866                          STATION RECOVERY (1995)
 AY1866
 AY1866'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1874 ***********************************************************************
 AY1874  DESIGNATION -  SAN ANTONIO PIONEER MILLS FLAG
 AY1874  PID         -  AY1874
 AY1874  STATE/COUNTY-  TX/BEXAR
 AY1874  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1874
 AY1874                         *CURRENT SURVEY CONTROL
 AY1874  ___________________________________________________________________
 AY1874* NAD 83(1993)-  29 24 40.10392(N)    098 29 47.77529(W)     ADJUSTED  
 AY1874* NAVD 88     -                                                        
 AY1874  ___________________________________________________________________
 AY1874  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AY1874  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY1874
 AY1874  HORZ ORDER  -  THIRD
 AY1874
 AY1874.The horizontal coordinates were established by classical geodetic methods
 AY1874.and adjusted by the National Geodetic Survey in February 1996..
 AY1874
 AY1874
 AY1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1874
 AY1874.The geoid height was determined by GEOID03.
 AY1874
 AY1874;                    North         East     Units Scale Factor Converg.
 AY1874;SPC TXSC     - 4,174,967.771   648,848.182   MT  0.99986413   +0 14 47.8
 AY1874;SPC TXSC     -13,697,373.43  2,128,762.74   sFT  0.99986413   +0 14 47.8
 AY1874;UTM  14      - 3,253,643.154   548,835.757   MT  0.99962943   +0 14 50.0
 AY1874
 AY1874                          SUPERSEDED SURVEY CONTROL
 AY1874
 AY1874  NAD 83(1986)-  29 24 40.10879(N)    098 29 47.75728(W) AD(       ) 4
 AY1874  NAD 27      -  29 24 39.37200(N)    098 29 46.72300(W) AD(       ) 3
 AY1874
 AY1874.Superseded values are not recommended for survey control.
 AY1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1874.See file dsdata.txt to determine how the superseded data were derived.
 AY1874
 AY1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4883653643(NAD 83)
 AY1874_MARKER: 62 = FLAGPOLE
 AY1874
 AY1874  HISTORY     - Date     Condition        Report By
 AY1874  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1874  HISTORY     - 19950411 GOOD             USPSQD
 AY1874
 AY1874                          STATION DESCRIPTION
 AY1874
 AY1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1874'THE FLAGPOLE ON THE TOP OF THE SQUARE TOWER OF THE PIONEER
 AY1874'MILLING COMPANY, LOCATED JUST SOUTH OF THE INTERSECTION OF
 AY1874'GUENTHER AND KING WILLIAM STREETS NEAR THE CENTER OF SAN
 AY1874'ANTONIO.  THE TOWER HAS THE LETTERS PIONEER MILLS PAINTED
 AY1874'IN RED ON ALL FOUR SIDES NEAR THE TOP.
 AY1874
 AY1874                          STATION RECOVERY (1995)
 AY1874
 AY1874'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1908 ***********************************************************************
 AY1908  DESIGNATION -  SAN ANTONIO PROT ORPH HOME TK
 AY1908  PID         -  AY1908
 AY1908  STATE/COUNTY-  TX/BEXAR
 AY1908  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1908
 AY1908                         *CURRENT SURVEY CONTROL
 AY1908  ___________________________________________________________________
 AY1908* NAD 83(1993)-  29 27 28.05987(N)    098 33 10.78250(W)     ADJUSTED  
 AY1908* NAVD 88     -                                                        
 AY1908  ___________________________________________________________________
 AY1908  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AY1908  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AY1908
 AY1908  HORZ ORDER  -  THIRD
 AY1908
 AY1908.The horizontal coordinates were established by classical geodetic methods
 AY1908.and adjusted by the National Geodetic Survey in February 1996..
 AY1908
 AY1908
 AY1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1908
 AY1908.The geoid height was determined by GEOID03.
 AY1908
 AY1908;                    North         East     Units Scale Factor Converg.
 AY1908;SPC TXSC     - 4,180,116.115   643,356.426   MT  0.99986554   +0 13 08.4
 AY1908;SPC TXSC     -13,714,264.29  2,110,745.21   sFT  0.99986554   +0 13 08.4
 AY1908;UTM  14      - 3,258,790.201   543,345.246   MT  0.99962318   +0 13 11.4
 AY1908
 AY1908                          SUPERSEDED SURVEY CONTROL
 AY1908
 AY1908  NAD 83(1986)-  29 27 28.06452(N)    098 33 10.76466(W) AD(       ) 4
 AY1908  NAD 27      -  29 27 27.23700(N)    098 33 09.56800(W) AD(       ) 3
 AY1908
 AY1908.Superseded values are not recommended for survey control.
 AY1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1908.See file dsdata.txt to determine how the superseded data were derived.
 AY1908
 AY1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4334558790(NAD 83)
 AY1908_MARKER: 51 = TANK
 AY1908
 AY1908  HISTORY     - Date     Condition        Report By
 AY1908  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1908  HISTORY     - 1961     GOOD             CGS
 AY1908  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY1908
 AY1908                          STATION DESCRIPTION
 AY1908
 AY1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1908'THE APEX OF THE WATER TANK, LOCATED NORTHEAST OF THE INTERSECTION
 AY1908'OF WOODLAWN AVENUE AND BANDERA ROAD IN THE NORTHWEST SECTION
 AY1908'OF SAN ANTONIO AND NEAR THE CENTER OF THE GROUNDS OF THE
 AY1908'PROTESTANT ORPHANS HOME.  THE TANK IS PAINTED SILVER.
 AY1908
 AY1908                          STATION RECOVERY (1961)
 AY1908
 AY1908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AY1908'THE STATION RECOVERED AS DESCRIBED.  THE ORPHANS HOME HAS
 AY1908'BEEN ABANDONED AND IS UP FOR SALE AT THIS TIME.
 AY1908
 AY1908                          STATION RECOVERY (1995)
 AY1908
 AY1908'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1863 ***********************************************************************
 AY1863  DESIGNATION -  SAN ANTONIO RAD KONO S MAST
 AY1863  PID         -  AY1863
 AY1863  STATE/COUNTY-  TX/BEXAR
 AY1863  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1863
 AY1863                         *CURRENT SURVEY CONTROL
 AY1863  ___________________________________________________________________
 AY1863* NAD 83(1993)-  29 26 13.09449(N)    098 25 18.91731(W)     ADJUSTED  
 AY1863* NAVD 88     -                                                        
 AY1863  ___________________________________________________________________
 AY1863  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AY1863  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AY1863
 AY1863  HORZ ORDER  -  THIRD
 AY1863
 AY1863.The horizontal coordinates were established by classical geodetic methods
 AY1863.and adjusted by the National Geodetic Survey in February 1996..
 AY1863
 AY1863
 AY1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1863
 AY1863.The geoid height was determined by GEOID03.
 AY1863
 AY1863;                    North         East     Units Scale Factor Converg.
 AY1863;SPC TXSC     - 4,177,864.004   656,080.993   MT  0.99986482   +0 16 59.5
 AY1863;SPC TXSC     -13,706,875.49  2,152,492.39   sFT  0.99986482   +0 16 59.5
 AY1863;UTM  14      - 3,256,538.813   556,066.864   MT  0.99963879   +0 17 02.8
 AY1863
 AY1863                          SUPERSEDED SURVEY CONTROL
 AY1863
 AY1863  NAD 83(1986)-  29 26 13.09946(N)    098 25 18.89932(W) AD(       ) 4
 AY1863  NAD 27      -  29 26 12.26100(N)    098 25 17.84300(W) AD(       ) 3
 AY1863
 AY1863.Superseded values are not recommended for survey control.
 AY1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1863.See file dsdata.txt to determine how the superseded data were derived.
 AY1863
 AY1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5606756539(NAD 83)
 AY1863_MARKER: 42 = RADIO/TV MAST
 AY1863
 AY1863  HISTORY     - Date     Condition        Report By
 AY1863  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1863  HISTORY     - 1960     GOOD             CGS
 AY1863  HISTORY     - 19950504 GOOD             USPSQD
 AY1863
 AY1863                          STATION DESCRIPTION
 AY1863
 AY1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1863'THE LIGHT ON THE TOP OF THE SOUTH ONE OF TWO IDENTICAL MASTS,
 AY1863'LOCATED ABOUT 6 MILES EAST OF THE CENTER OF SAN ANTONIO,
 AY1863'AT THE INTERSECTION OF GEMBLER ROAD AND KONO ROAD.  IT IS
 AY1863'A STEEL STRUCTURE 286 FEET HIGH AND PAINTED RED AND WHITE.
 AY1863
 AY1863                          STATION RECOVERY (1960)
 AY1863
 AY1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AY1863'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1863
 AY1863                          STATION RECOVERY (1995)
 AY1863
 AY1863'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1882 ***********************************************************************
 AY1882  DESIGNATION -  SAN ANTONIO RAD KTSA N MAST
 AY1882  PID         -  AY1882
 AY1882  STATE/COUNTY-  TX/BEXAR
 AY1882  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1882
 AY1882                         *CURRENT SURVEY CONTROL
 AY1882  ___________________________________________________________________
 AY1882* NAD 83(1993)-  29 29 53.50929(N)    098 25 00.18973(W)     ADJUSTED  
 AY1882* NAVD 88     -                                                        
 AY1882  ___________________________________________________________________
 AY1882  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AY1882  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AY1882
 AY1882  HORZ ORDER  -  THIRD
 AY1882
 AY1882.The horizontal coordinates were established by classical geodetic methods
 AY1882.and adjusted by the National Geodetic Survey in February 1996..
 AY1882
 AY1882
 AY1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1882
 AY1882.The geoid height was determined by GEOID03.
 AY1882
 AY1882;                    North         East     Units Scale Factor Converg.
 AY1882;SPC TXSC     - 4,184,652.058   656,551.817   MT  0.99986729   +0 17 08.7
 AY1882;SPC TXSC     -13,729,145.96  2,154,037.09   sFT  0.99986729   +0 17 08.7
 AY1882;UTM  14      - 3,263,325.336   556,537.441   MT  0.99963944   +0 17 14.0
 AY1882
 AY1882                          SUPERSEDED SURVEY CONTROL
 AY1882
 AY1882  NAD 83(1986)-  29 29 53.51439(N)    098 25 00.17194(W) AD(       ) 4
 AY1882  NAD 27      -  29 29 52.68400(N)    098 24 59.11600(W) AD(       ) 3
 AY1882
 AY1882.Superseded values are not recommended for survey control.
 AY1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1882.See file dsdata.txt to determine how the superseded data were derived.
 AY1882
 AY1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5653763325(NAD 83)
 AY1882_MARKER: 42 = RADIO/TV MAST
 AY1882
 AY1882  HISTORY     - Date     Condition        Report By
 AY1882  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1882  HISTORY     - 1955     GOOD             CGS
 AY1882  HISTORY     - 1960     GOOD             CGS
 AY1882  HISTORY     - 1961     GOOD             CGS
 AY1882  HISTORY     - 1969     GOOD             CGS
 AY1882  HISTORY     - 1971     GOOD             NGS
 AY1882  HISTORY     - 19950331 GOOD             USPSQD
 AY1882
 AY1882                          STATION DESCRIPTION
 AY1882
 AY1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1882'THE LIGHT ON TOP OF THE NORTH ONE OF FOUR RADIO MASTS, LOCATED
 AY1882'ON EISENHAUER ROAD AND OWNED BY THE EXPRESS PUBLISHING
 AY1882'COMPANY.  THE MAST IS BUILT OF STEEL, PAINTED ORANGE AND
 AY1882'WHITE AND IS 400 FT. HIGH.
 AY1882
 AY1882                          STATION RECOVERY (1955)
 AY1882
 AY1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 AY1882'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND THE
 AY1882'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTION--
 AY1882'
 AY1882'THE RADIO STATION IS NOW OWNED BY THE O.R. MITCHELL MOTOR
 AY1882'CO.
 AY1882
 AY1882                          STATION RECOVERY (1960)
 AY1882
 AY1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AY1882'THE STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED
 AY1882'DESCRIPTION FOLLOWS.
 AY1882'
 AY1882'THE LIGHT ON TOP OF THE NORTH-MOST RADIO MAST OF FOUR RADIO
 AY1882'MASTS, LOCATED ON EISENHAUER ROAD AND OWNED BY THE MC LENDON
 AY1882'INVESTMENT CORPORATION.  THE MAST IS BUILT OF STEEL, PAINTED
 AY1882'ORANGE AND WHITE, IS 400 FT. HIGH, AND IS WIDER THAN THE
 AY1882'THREE OTHER MASTS ADJACENT TO IT.
 AY1882
 AY1882                          STATION RECOVERY (1961)
 AY1882
 AY1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AY1882'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED BY L.W.Q.
 AY1882'IN 1955, AND C.T.H. 1953.  THE DESCRIPTIONS PROVED TO BE
 AY1882'ADEQUATE FOR FUTURE RECOVERY.
 AY1882
 AY1882                          STATION RECOVERY (1969)
 AY1882
 AY1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 AY1882'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AY1882'
 AY1882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 5 MILES NE
 AY1882'OF THE CENTER OF SAN ANTONIO.
 AY1882
 AY1882                          STATION RECOVERY (1971)
 AY1882
 AY1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 AY1882'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1882'
 AY1882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SAN
 AY1882'ANTONIO
 AY1882
 AY1882                          STATION RECOVERY (1995)
 AY1882
 AY1882'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1909 ***********************************************************************
 AY1909  DESIGNATION -  SAN ANTONIO RAD STA KITE MAST
 AY1909  PID         -  AY1909
 AY1909  STATE/COUNTY-  TX/BEXAR
 AY1909  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1909
 AY1909                         *CURRENT SURVEY CONTROL
 AY1909  ___________________________________________________________________
 AY1909* NAD 83(1993)-  29 26 11.56579(N)    098 33 15.09973(W)     ADJUSTED  
 AY1909* NAVD 88     -                                                        
 AY1909  ___________________________________________________________________
 AY1909  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AY1909  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AY1909
 AY1909  HORZ ORDER  -  THIRD
 AY1909
 AY1909.The horizontal coordinates were established by classical geodetic methods
 AY1909.and adjusted by the National Geodetic Survey in February 1996..
 AY1909
 AY1909
 AY1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1909
 AY1909.The geoid height was determined by GEOID03.
 AY1909
 AY1909;                    North         East     Units Scale Factor Converg.
 AY1909;SPC TXSC     - 4,177,760.771   643,249.086   MT  0.99986481   +0 13 06.3
 AY1909;SPC TXSC     -13,706,536.80  2,110,393.04   sFT  0.99986481   +0 13 06.3
 AY1909;UTM  14      - 3,256,435.425   543,237.963   MT  0.99962307   +0 13 08.8
 AY1909
 AY1909                          SUPERSEDED SURVEY CONTROL
 AY1909
 AY1909  NAD 83(1986)-  29 26 11.57041(N)    098 33 15.08177(W) AD(       ) 4
 AY1909  NAD 27      -  29 26 10.73300(N)    098 33 14.01300(W) AD(       ) 3
 AY1909
 AY1909.Superseded values are not recommended for survey control.
 AY1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1909.See file dsdata.txt to determine how the superseded data were derived.
 AY1909
 AY1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4323856435(NAD 83)
 AY1909_MARKER: 42 = RADIO/TV MAST
 AY1909
 AY1909  HISTORY     - Date     Condition        Report By
 AY1909  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1909  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY1909
 AY1909                          STATION DESCRIPTION
 AY1909
 AY1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1909'THE LIGHT ON TOP OF THE MAST, LOCATED AT THE INTERSECTION
 AY1909'OF STEPHENSON RD. AND DARTMOUTH STREET IN THE WEST SECTION
 AY1909'OF SAN ANTONIO.  IT IS A STEEL STRUCTURE 265 FEET HIGH,
 AY1909'PAINTED RED AND WHITE AND IS OWNED BY CHARLES W. BALTHROPE.
 AY1909
 AY1909                          STATION RECOVERY (1995)
 AY1909
 AY1909'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1923 ***********************************************************************
 AY1923  DESIGNATION -  SAN ANTONIO RAD STA KIWW MAST
 AY1923  PID         -  AY1923
 AY1923  STATE/COUNTY-  TX/BEXAR
 AY1923  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1923
 AY1923                         *CURRENT SURVEY CONTROL
 AY1923  ___________________________________________________________________
 AY1923* NAD 83(1993)-  29 24 29.21249(N)    098 31 31.97265(W)     ADJUSTED  
 AY1923* NAVD 88     -                                                        
 AY1923  ___________________________________________________________________
 AY1923  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AY1923  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AY1923
 AY1923  HORZ ORDER  -  THIRD
 AY1923
 AY1923.The horizontal coordinates were established by classical geodetic methods
 AY1923.and adjusted by the National Geodetic Survey in February 1996..
 AY1923
 AY1923
 AY1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1923
 AY1923.The geoid height was determined by GEOID03.
 AY1923
 AY1923;                    North         East     Units Scale Factor Converg.
 AY1923;SPC TXSC     - 4,174,620.735   646,040.937   MT  0.99986406   +0 13 56.8
 AY1923;SPC TXSC     -13,696,234.86  2,119,552.64   sFT  0.99986406   +0 13 56.8
 AY1923;UTM  14      - 3,253,296.172   546,029.179   MT  0.99962614   +0 13 58.7
 AY1923
 AY1923                          SUPERSEDED SURVEY CONTROL
 AY1923
 AY1923  NAD 83(1986)-  29 24 29.21718(N)    098 31 31.95461(W) AD(       ) 4
 AY1923  NAD 27      -  29 24 28.38000(N)    098 31 30.89000(W) AD(       ) 3
 AY1923
 AY1923.Superseded values are not recommended for survey control.
 AY1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1923.See file dsdata.txt to determine how the superseded data were derived.
 AY1923
 AY1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4602953296(NAD 83)
 AY1923_MARKER: 42 = RADIO/TV MAST
 AY1923
 AY1923  HISTORY     - Date     Condition        Report By
 AY1923  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1923  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY1923
 AY1923                          STATION DESCRIPTION
 AY1923
 AY1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1923'THE LIGHT ON THE TOP OF THE MAST, LOCATED IN THE SOUTHWEST ANGLE
 AY1923'OF THE INTERSECTION OF SOUTH NAVIDAD AND MERIDA STREETS
 AY1923'AND 0.3 MILE EAST OF ZARZAMORA STREET.  IT IS A STEEL STRUCTURE
 AY1923'188 FEET HIGH, PAINTED RED AND WHITE AND WAS ERECTED IN
 AY1923'1951.  THE MAST IS OWNED BY THE GOOD NEIGHBOR BROADCASTING
 AY1923'COMPANY.
 AY1923
 AY1923                          STATION RECOVERY (1995)
 AY1923
 AY1923'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2157 ***********************************************************************
 AY2157  CBN         -  This is a Cooperative Base Network Control Station.
 AY2157  DESIGNATION -  SAN ANTONIO RRP
 AY2157  PID         -  AY2157
 AY2157  STATE/COUNTY-  TX/BEXAR
 AY2157  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY2157
 AY2157                         *CURRENT SURVEY CONTROL
 AY2157  ___________________________________________________________________
 AY2157* NAD 83(1993)-  29 29 28.34307(N)    098 34 35.88034(W)     ADJUSTED  
 AY2157* NAVD 88     -       285.543  (meters)     936.82   (feet)  ADJUSTED  
 AY2157  ___________________________________________________________________
 AY2157  X           -    -828,647.319 (meters)                     COMP
 AY2157  Y           -  -5,494,329.054 (meters)                     COMP
 AY2157  Z           -   3,121,534.508 (meters)                     COMP
 AY2157  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AY2157  ELLIP HEIGHT-         260.34  (meters)          (10/24/00) GPS OBS
 AY2157  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AY2157  DYNAMIC HT  -         285.127 (meters)     935.45  (feet)  COMP
 AY2157  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 AY2157
 AY2157  HORZ ORDER  -  A
 AY2157  VERT ORDER  -  FIRST     CLASS II
 AY2157  ELLP ORDER  -  FOURTH    CLASS I
 AY2157
 AY2157.The horizontal coordinates were established by GPS observations
 AY2157.and adjusted by the National Geodetic Survey in September 1992..
 AY2157
 AY2157.The orthometric height was determined by differential leveling
 AY2157.and adjusted by the National Geodetic Survey in July 2002..
 AY2157.WARNING-GPS observations at this control monument resulted in a GPS
 AY2157.derived orthometric height which differed from the leveled height by
 AY2157.more than one decimeter (0.1 meter).
 AY2157
 AY2157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2157
 AY2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2157
 AY2157.The ellipsoidal height was determined by GPS observations
 AY2157.and is referenced to NAD 83.
 AY2157
 AY2157.The geoid height was determined by GEOID03.
 AY2157
 AY2157.The dynamic height is computed by dividing the NAVD 88
 AY2157.geopotential number by the normal gravity value computed on the
 AY2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY2157.degrees latitude (g = 980.6199 gals.).
 AY2157
 AY2157.The modeled gravity was interpolated from observed gravity values.
 AY2157
 AY2157;                    North         East     Units Scale Factor Converg.
 AY2157;SPC TXSC     - 4,183,810.571   641,050.278   MT  0.99986695   +0 12 26.7
 AY2157;SPC TXSC     -13,726,385.18  2,103,179.12   sFT  0.99986695   +0 12 26.7
 AY2157;UTM  14      - 3,262,483.717   541,039.602   MT  0.99962078   +0 12 30.3
 AY2157
 AY2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2157!SPC TXSC     -   0.99995911  x   0.99986695  =   0.99982607
 AY2157!UTM  14      -   0.99995911  x   0.99962078  =   0.99957991
 AY2157
 AY2157                          SUPERSEDED SURVEY CONTROL
 AY2157
 AY2157  ELLIP H (09/04/92)  260.49   (m)                       GP(       ) 3 1
 AY2157  NAVD 88 (01/07/02)  285.54   (m)          936.8    (f) LEVELING    3  
 AY2157
 AY2157.Superseded values are not recommended for survey control.
 AY2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2157.See file dsdata.txt to determine how the superseded data were derived.
 AY2157
 AY2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4104062484(NAD 83)
 AY2157_MARKER: DD = SURVEY DISK
 AY2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2157_MARK LOGO: TXHD  
 AY2157_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2157+STABILITY: SURFACE MOTION
 AY2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2157+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 AY2157
 AY2157  HISTORY     - Date     Condition        Report By
 AY2157  HISTORY     - UNK      MONUMENTED       TXHD
 AY2157  HISTORY     - 19920316 GOOD
 AY2157  HISTORY     - 19930222 GOOD
 AY2157  HISTORY     - 19930902 GOOD
 AY2157  HISTORY     - 19951103 GOOD             NGS
 AY2157  HISTORY     - 19960320 GOOD             TXHD
 AY2157  HISTORY     - 19961120 GOOD             NGS
 AY2157
 AY2157                          STATION DESCRIPTION
 AY2157
 AY2157'DESCRIBED 1992
 AY2157'RECOVERED IN GOOD CONDITION.
 AY2157
 AY2157                          STATION RECOVERY (1993)
 AY2157
 AY2157'RECOVERED 1993
 AY2157'RECOVERED IN GOOD CONDITION.
 AY2157
 AY2157                          STATION RECOVERY (1993)
 AY2157
 AY2157'RECOVERED 1993
 AY2157'RECOVERED IN GOOD CONDITION.
 AY2157
 AY2157                          STATION RECOVERY (1995)
 AY2157
 AY2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JTM)
 AY2157'RECOVERED IN GOOD CONDITION.
 AY2157
 AY2157                          STATION RECOVERY (1996)
 AY2157
 AY2157'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1996
 AY2157'NO DESCRIPTION OR STATION DATA AVAILABLE.
 AY2157
 AY2157                          STATION RECOVERY (1996)
 AY2157
 AY2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AY2157'IN SAN ANTONIO, AT THE DEPARTMENT OF TRANSPORTATION COMPLEX AT 4615
 AY2157'NORTHWEST LOOP 410, 139.0 M (456.0 FT) NORTH OF THE CENTERLINE OF A
 AY2157'INTERSTATE HIGHWAY 410 WESTBOUND SERVICE ROAD, 36.2 M (118.8 FT)
 AY2157'NORTHWEST OF THE NORTHWEST CORNER OF BUILDING NUMBER 4, 7.1 M (23.3
 AY2157'FT) WEST OF THE CENTER OF GATE NUMBER 7, 2.2 M (7.2 FT) NORTH OF A
 AY2157'CHAIN-LINK FENCE, NEAR THE CENTER OF A TOWER SUPPORTING A GPS ANTENNA,
 AY2157'AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9533 ***********************************************************************
 AF9533  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9533  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9533  DESIGNATION -  SAN ANTONIO RRP CORS ARP
 AF9533  CORS_ID     -  ANTO
 AF9533  PID         -  AF9533
 AF9533  STATE/COUNTY-  TX/BEXAR
 AF9533  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AF9533
 AF9533                         *CURRENT SURVEY CONTROL
 AF9533  ___________________________________________________________________
 AF9533* NAD 83(CORS)-  29 29 28.34282(N)    098 34 35.88078(W)     ADJUSTED  
 AF9533* NAVD 88     -       290.26   (meters)     952.3    (feet)  GPS OBS   
 AF9533  ___________________________________________________________________
 AF9533  EPOCH DATE  -        2002.00
 AF9533  X           -    -828,647.949 (meters)                     COMP
 AF9533  Y           -  -5,494,333.153 (meters)                     COMP
 AF9533  Z           -   3,121,536.845 (meters)                     COMP
 AF9533  ELLIP HEIGHT-         265.10  (meters)          (03/??/02) GPS OBS
 AF9533  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AF9533
 AF9533  HORZ ORDER  -  SPECIAL (CORS)
 AF9533  ELLP ORDER  -  SPECIAL (CORS)
 AF9533
 AF9533.ITRF positions are available for this station.
 AF9533.The coordinates were established by GPS observations
 AF9533.and adjusted by the National Geodetic Survey in March 2002..
 AF9533.The coordinates are valid at the epoch date displayed above.
 AF9533.The epoch date for horizontal control is a decimal equivalence
 AF9533.of Year/Month/Day.
 AF9533
 AF9533.The orthometric height was determined by GPS observations and a
 AF9533.high-resolution geoid model using precise GPS observation and
 AF9533.processing techniques.
 AF9533
 AF9533.The PID for the CORS L1 Phase Center is AB6376.
 AF9533
 AF9533.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9533
 AF9533.The ellipsoidal height was determined by GPS observations
 AF9533.and is referenced to NAD 83.
 AF9533
 AF9533.The geoid height was determined by GEOID03.
 AF9533
 AF9533;                    North         East     Units Scale Factor Converg.
 AF9533;SPC TXSC     - 4,183,810.564   641,050.266   MT  0.99986695   +0 12 26.7
 AF9533;SPC TXSC     -13,726,385.16  2,103,179.08   sFT  0.99986695   +0 12 26.7
 AF9533
 AF9533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9533!SPC TXSC     -   0.99995837  x   0.99986695  =   0.99982532
 AF9533
 AF9533                          SUPERSEDED SURVEY CONTROL
 AF9533
 AF9533  NAD 83(CORS)-  29 29 28.34252(N)    098 34 35.88066(W) AD(1997.00) c
 AF9533  ELLIP H (04/??/00)  265.10   (m)                       GP(1997.00) c c
 AF9533  NAD 83(CORS)-  29 29 28.34241(N)    098 34 35.88088(W) AD(1997.00) c
 AF9533  NAD 83(CORS)-  29 29 28.34241(N)    098 34 35.88088(W) AD(1996.00) c
 AF9533  ELLIP H (04/??/96)  265.13   (m)                       GP(1997.00) c c
 AF9533  ELLIP H (04/??/96)  265.13   (m)                       GP(1996.00) c c
 AF9533
 AF9533.Superseded values are not recommended for survey control.
 AF9533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9533.See file dsdata.txt to determine how the superseded data were derived.
 AF9533
 AF9533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4104062484(NAD 83)
 AF9533_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9533
 AF9533                          STATION DESCRIPTION
 AF9533
 AF9533'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9533'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9533'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9533'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9533'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9533'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4371 ***********************************************************************
 DF4371  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4371  DESIGNATION -  SAN ANTONIO RRP2 CORS ARP
 DF4371  CORS_ID     -  TXAN
 DF4371  PID         -  DF4371
 DF4371  STATE/COUNTY-  TX/BEXAR
 DF4371  USGS QUAD   -  SAN ANTONIO WEST (1993)
 DF4371
 DF4371                         *CURRENT SURVEY CONTROL
 DF4371  ___________________________________________________________________
 DF4371* NAD 83(CORS)-  29 29 28.34307(N)    098 34 35.88080(W)     ADJUSTED  
 DF4371* NAVD 88     -                                                        
 DF4371  ___________________________________________________________________
 DF4371  EPOCH DATE  -        2002.00
 DF4371  X           -    -828,647.948 (meters)                     COMP
 DF4371  Y           -  -5,494,333.140 (meters)                     COMP
 DF4371  Z           -   3,121,536.847 (meters)                     COMP
 DF4371  ELLIP HEIGHT-         265.09  (meters)          (03/??/03) GPS OBS
 DF4371  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 DF4371
 DF4371  HORZ ORDER  -  SPECIAL (CORS)
 DF4371  ELLP ORDER  -  SPECIAL (CORS)
 DF4371
 DF4371.ITRF positions are available for this station.
 DF4371.The coordinates were established by GPS observations
 DF4371.and adjusted by the National Geodetic Survey in March 2003..
 DF4371.The coordinates are valid at the epoch date displayed above.
 DF4371.The epoch date for horizontal control is a decimal equivalence
 DF4371.of Year/Month/Day.
 DF4371
 DF4371
 DF4371.The PID for the CORS L1 Phase Center is DF4372.
 DF4371
 DF4371.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4371
 DF4371.The ellipsoidal height was determined by GPS observations
 DF4371.and is referenced to NAD 83.
 DF4371
 DF4371.The geoid height was determined by GEOID03.
 DF4371
 DF4371;                    North         East     Units Scale Factor Converg.
 DF4371;SPC TXSC     - 4,183,810.571   641,050.266   MT  0.99986695   +0 12 26.7
 DF4371;SPC TXSC     -13,726,385.18  2,103,179.08   sFT  0.99986695   +0 12 26.7
 DF4371
 DF4371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4371!SPC TXSC     -   0.99995837  x   0.99986695  =   0.99982532
 DF4371
 DF4371                          SUPERSEDED SURVEY CONTROL
 DF4371
 DF4371.No superseded survey control is available for this station.
 DF4371
 DF4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4104062484(NAD 83)
 DF4371_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4371
 DF4371                          STATION DESCRIPTION
 DF4371
 DF4371'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4371'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4371'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4371'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4371'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4371'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4372 ***********************************************************************
 DF4372  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4372  DESIGNATION -  SAN ANTONIO RRP2 CORS L1 PHASE CENTER
 DF4372  CORS_ID     -  TXAN
 DF4372  PID         -  DF4372
 DF4372  STATE/COUNTY-  TX/BEXAR
 DF4372  USGS QUAD   -  SAN ANTONIO WEST (1993)
 DF4372
 DF4372                         *CURRENT SURVEY CONTROL
 DF4372  ___________________________________________________________________
 DF4372* NAD 83(CORS)-  29 29 28.34308(N)    098 34 35.88078(W)     ADJUSTED  
 DF4372* NAVD 88     -                                                        
 DF4372  ___________________________________________________________________
 DF4372  EPOCH DATE  -        2002.00
 DF4372  X           -    -828,647.956 (meters)                     COMP
 DF4372  Y           -  -5,494,333.201 (meters)                     COMP
 DF4372  Z           -   3,121,536.881 (meters)                     COMP
 DF4372  ELLIP HEIGHT-         265.16  (meters)          (03/??/03) GPS OBS
 DF4372  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 DF4372
 DF4372  HORZ ORDER  -  SPECIAL (CORS)
 DF4372  ELLP ORDER  -  SPECIAL (CORS)
 DF4372
 DF4372.ITRF positions are available for this station.
 DF4372.The coordinates were established by GPS observations
 DF4372.and adjusted by the National Geodetic Survey in March 2003..
 DF4372.The coordinates are valid at the epoch date displayed above.
 DF4372.The epoch date for horizontal control is a decimal equivalence
 DF4372.of Year/Month/Day.
 DF4372
 DF4372
 DF4372.The PID for the CORS ARP is DF4371.
 DF4372
 DF4372.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4372
 DF4372.The ellipsoidal height was determined by GPS observations
 DF4372.and is referenced to NAD 83.
 DF4372
 DF4372.The geoid height was determined by GEOID03.
 DF4372
 DF4372;                    North         East     Units Scale Factor Converg.
 DF4372;SPC TXSC     - 4,183,810.572   641,050.266   MT  0.99986695   +0 12 26.7
 DF4372;SPC TXSC     -13,726,385.18  2,103,179.08   sFT  0.99986695   +0 12 26.7
 DF4372
 DF4372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4372!SPC TXSC     -   0.99995836  x   0.99986695  =   0.99982531
 DF4372
 DF4372                          SUPERSEDED SURVEY CONTROL
 DF4372
 DF4372.No superseded survey control is available for this station.
 DF4372
 DF4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4104062484(NAD 83)
 DF4372_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF4372
 DF4372                          STATION DESCRIPTION
 DF4372
 DF4372'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF4372'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4372'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4372'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4372'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4372'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1853 ***********************************************************************
 AY1853  DESIGNATION -  SAN ANTONIO SAN JOS MISSION TR
 AY1853  PID         -  AY1853
 AY1853  STATE/COUNTY-  TX/BEXAR
 AY1853  USGS QUAD   -  SOUTHTON (1992)
 AY1853
 AY1853                         *CURRENT SURVEY CONTROL
 AY1853  ___________________________________________________________________
 AY1853* NAD 83(1993)-  29 21 44.49101(N)    098 28 47.93774(W)     ADJUSTED  
 AY1853* NAVD 88     -                                                        
 AY1853  ___________________________________________________________________
 AY1853  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 AY1853  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AY1853
 AY1853  HORZ ORDER  -  THIRD
 AY1853
 AY1853.The horizontal coordinates were established by classical geodetic methods
 AY1853.and adjusted by the National Geodetic Survey in February 1996..
 AY1853
 AY1853
 AY1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1853
 AY1853.The geoid height was determined by GEOID03.
 AY1853
 AY1853;                    North         East     Units Scale Factor Converg.
 AY1853;SPC TXSC     - 4,169,568.586   650,485.120   MT  0.99986336   +0 15 17.1
 AY1853;SPC TXSC     -13,679,659.60  2,134,133.26   sFT  0.99986336   +0 15 17.1
 AY1853;UTM  14      - 3,248,245.240   550,472.352   MT  0.99963143   +0 15 18.0
 AY1853
 AY1853                          SUPERSEDED SURVEY CONTROL
 AY1853
 AY1853  NAD 83(1986)-  29 21 44.49584(N)    098 28 47.91957(W) AD(       ) 4
 AY1853  NAD 27      -  29 21 43.64900(N)    098 28 46.86000(W) AD(       ) 3
 AY1853
 AY1853.Superseded values are not recommended for survey control.
 AY1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1853.See file dsdata.txt to determine how the superseded data were derived.
 AY1853
 AY1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5047248245(NAD 83)
 AY1853_MARKER: 55 = TOWER
 AY1853
 AY1853  HISTORY     - Date     Condition        Report By
 AY1853  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1853  HISTORY     - 19950626 GOOD             USPSQD
 AY1853
 AY1853                          STATION DESCRIPTION
 AY1853
 AY1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1853'THE CROSS ON THE TOP OF THE BELL TOWER OF SAN JOSE MISSION,
 AY1853'LOCATED ON THE EAST SIDE OF U.S. HIGHWAY 281 AND 0.6 MILE
 AY1853'NORTH OF MILITARY DRIVE IN THE SOUTH CENTER SECTION OF SAN
 AY1853'ANTONIO.  THE MISSION IS ONE OF THE POINTS OF INTEREST IN
 AY1853'THE CITY.
 AY1853
 AY1853                          STATION RECOVERY (1995)
 AY1853
 AY1853'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1857 ***********************************************************************
 AY1857  DESIGNATION -  SAN ANTONIO SANTA ROS HOSP STK
 AY1857  PID         -  AY1857
 AY1857  STATE/COUNTY-  TX/BEXAR
 AY1857  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1857
 AY1857                         *CURRENT SURVEY CONTROL
 AY1857  ___________________________________________________________________
 AY1857* NAD 83(1993)-  29 25 36.65807(N)    098 29 59.61685(W)     ADJUSTED  
 AY1857* NAVD 88     -                                                        
 AY1857  ___________________________________________________________________
 AY1857  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 AY1857  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AY1857
 AY1857  HORZ ORDER  -  THIRD
 AY1857
 AY1857.The horizontal coordinates were established by classical geodetic methods
 AY1857.and adjusted by the National Geodetic Survey in February 1996..
 AY1857
 AY1857
 AY1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1857
 AY1857.The geoid height was determined by GEOID03.
 AY1857
 AY1857;                    North         East     Units Scale Factor Converg.
 AY1857;SPC TXSC     - 4,176,707.431   648,521.552   MT  0.99986453   +0 14 42.0
 AY1857;SPC TXSC     -13,703,080.96  2,127,691.13   sFT  0.99986453   +0 14 42.0
 AY1857;UTM  14      - 3,255,382.401   548,509.184   MT  0.99962903   +0 14 44.6
 AY1857
 AY1857                          SUPERSEDED SURVEY CONTROL
 AY1857
 AY1857  NAD 83(1986)-  29 25 36.66283(N)    098 29 59.59889(W) AD(       ) 4
 AY1857  NAD 27      -  29 25 35.82000(N)    098 29 58.53000(W) AD(       ) 3
 AY1857
 AY1857.Superseded values are not recommended for survey control.
 AY1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1857.See file dsdata.txt to determine how the superseded data were derived.
 AY1857
 AY1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4850955382(NAD 83)
 AY1857_MARKER: 63 = STACK
 AY1857
 AY1857  HISTORY     - Date     Condition        Report By
 AY1857  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1857  HISTORY     - 19950411 GOOD             USPSQD
 AY1857  HISTORY     - 20040321 GOOD             USPSQD
 AY1857
 AY1857                          STATION DESCRIPTION
 AY1857
 AY1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1857'THE CENTER OF THE TOP OF THE STACK AT THE SANTA ROSA HOSPITAL,
 AY1857'LOCATED AT 745 WEST HOUSTON STREET.  IT IS A CONCRETE STACK
 AY1857'PAINTED WHITE.
 AY1857
 AY1857                          STATION RECOVERY (1995)
 AY1857
 AY1857'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1857'RECOVERED IN GOOD CONDITION.
 AY1857
 AY1857                          STATION RECOVERY (2004)
 AY1857
 AY1857'RECOVERY NOTE BY US POWER SQUADRON 2004 (MPM)
 AY1857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1848 ***********************************************************************
 AY1848  DESIGNATION -  SAN ANTONIO STATE HOSP STACK
 AY1848  PID         -  AY1848
 AY1848  STATE/COUNTY-  TX/BEXAR
 AY1848  USGS QUAD   -  SOUTHTON (1992)
 AY1848
 AY1848                         *CURRENT SURVEY CONTROL
 AY1848  ___________________________________________________________________
 AY1848* NAD 83(1993)-  29 21 45.16657(N)    098 27 45.73030(W)     ADJUSTED  
 AY1848* NAVD 88     -                                                        
 AY1848  ___________________________________________________________________
 AY1848  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 AY1848  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY1848
 AY1848  HORZ ORDER  -  THIRD
 AY1848
 AY1848.The horizontal coordinates were established by classical geodetic methods
 AY1848.and adjusted by the National Geodetic Survey in February 1996..
 AY1848
 AY1848
 AY1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1848
 AY1848.The geoid height was determined by GEOID03.
 AY1848
 AY1848;                    North         East     Units Scale Factor Converg.
 AY1848;SPC TXSC     - 4,169,596.966   652,162.602   MT  0.99986336   +0 15 47.6
 AY1848;SPC TXSC     -13,679,752.71  2,139,636.80   sFT  0.99986336   +0 15 47.6
 AY1848;UTM  14      - 3,248,273.621   552,149.445   MT  0.99963356   +0 15 48.5
 AY1848
 AY1848                          SUPERSEDED SURVEY CONTROL
 AY1848
 AY1848  NAD 83(1986)-  29 21 45.17147(N)    098 27 45.71214(W) AD(       ) 4
 AY1848  NAD 27      -  29 21 44.32600(N)    098 27 44.65200(W) AD(       ) 3
 AY1848
 AY1848.Superseded values are not recommended for survey control.
 AY1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1848.See file dsdata.txt to determine how the superseded data were derived.
 AY1848
 AY1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5214948274(NAD 83)
 AY1848_MARKER: 63 = STACK
 AY1848
 AY1848  HISTORY     - Date     Condition        Report By
 AY1848  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1848  HISTORY     - 1965     GOOD             CGS
 AY1848  HISTORY     - 19950626 GOOD             USPSQD
 AY1848
 AY1848                          STATION DESCRIPTION
 AY1848
 AY1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1848'LOCATED ABOUT 1 MILE NORTH OF THE JUNCTION OF LOOP 13 AND
 AY1848'U.S. HIGHWAY 181, 0.4 MILE EAST OF HIGHWAY 181 IN THE SOUTHEASTERN
 AY1848'SECTION OF THE CITY.  IT IS A CONCRETE STACK BUILT ON TO THE
 AY1848'POWER HOUSE AND 135 FEET HIGH.
 AY1848'
 AY1848'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
 AY1848
 AY1848                          STATION RECOVERY (1965)
 AY1848
 AY1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 AY1848'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 AY1848
 AY1848                          STATION RECOVERY (1995)
 AY1848
 AY1848'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1849 ***********************************************************************
 AY1849  DESIGNATION -  SAN ANTONIO STATE TB HOSP STK
 AY1849  PID         -  AY1849
 AY1849  STATE/COUNTY-  TX/BEXAR
 AY1849  USGS QUAD   -  SOUTHTON (1992)
 AY1849
 AY1849                         *CURRENT SURVEY CONTROL
 AY1849  ___________________________________________________________________
 AY1849* NAD 83(1993)-  29 21 17.30219(N)    098 27 22.46283(W)     ADJUSTED  
 AY1849* NAVD 88     -                                                        
 AY1849  ___________________________________________________________________
 AY1849  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AY1849  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AY1849
 AY1849  HORZ ORDER  -  THIRD
 AY1849
 AY1849.The horizontal coordinates were established by classical geodetic methods
 AY1849.and adjusted by the National Geodetic Survey in February 1996..
 AY1849
 AY1849
 AY1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1849
 AY1849.The geoid height was determined by GEOID03.
 AY1849
 AY1849;                    North         East     Units Scale Factor Converg.
 AY1849;SPC TXSC     - 4,168,742.067   652,794.053   MT  0.99986330   +0 15 59.0
 AY1849;SPC TXSC     -13,676,947.93  2,141,708.49   sFT  0.99986330   +0 15 59.0
 AY1849;UTM  14      - 3,247,418.919   552,780.755   MT  0.99963437   +0 15 59.6
 AY1849
 AY1849                          SUPERSEDED SURVEY CONTROL
 AY1849
 AY1849  NAD 83(1986)-  29 21 17.30710(N)    098 27 22.44461(W) AD(       ) 4
 AY1849  NAD 27      -  29 21 16.46000(N)    098 27 21.38500(W) AD(       ) 3
 AY1849
 AY1849.Superseded values are not recommended for survey control.
 AY1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1849.See file dsdata.txt to determine how the superseded data were derived.
 AY1849
 AY1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5278147419(NAD 83)
 AY1849_MARKER: 63 = STACK
 AY1849
 AY1849  HISTORY     - Date     Condition        Report By
 AY1849  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1849  HISTORY     - 1965     GOOD             CGS
 AY1849  HISTORY     - 19950626 GOOD             USPSQD
 AY1849
 AY1849                          STATION DESCRIPTION
 AY1849
 AY1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1849'LOCATED ABOUT 0.5 MILE EAST OF U.S. HIGHWAY 181, 0.3 MILE
 AY1849'SOUTH OF LOOP 13 IN THE SOUTH EASTERN SECTION OF THE CITY.
 AY1849'IT IS A WHITE CONCRETE STACK, 6.6 FEET IN DIAMETER AT THE
 AY1849'TOP, AND 80 FEET HIGH.  (BUILDINGS UNDER CONSTRUCTION AT
 AY1849'THIS TIME)
 AY1849'
 AY1849'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
 AY1849
 AY1849                          STATION RECOVERY (1965)
 AY1849
 AY1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 AY1849'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 AY1849
 AY1849                          STATION RECOVERY (1995)
 AY1849
 AY1849'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1870 ***********************************************************************
 AY1870  DESIGNATION -  SAN ANTONIO SUBUR WTR CO SPIPE
 AY1870  PID         -  AY1870
 AY1870  STATE/COUNTY-  TX/BEXAR
 AY1870  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1870
 AY1870                         *CURRENT SURVEY CONTROL
 AY1870  ___________________________________________________________________
 AY1870* NAD 83(1993)-  29 26 42.04841(N)    098 24 19.77767(W)     ADJUSTED  
 AY1870* NAVD 88     -                                                        
 AY1870  ___________________________________________________________________
 AY1870  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AY1870  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY1870
 AY1870  HORZ ORDER  -  THIRD
 AY1870
 AY1870.The horizontal coordinates were established by classical geodetic methods
 AY1870.and adjusted by the National Geodetic Survey in February 1996..
 AY1870
 AY1870
 AY1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1870
 AY1870.The geoid height was determined by GEOID03.
 AY1870
 AY1870;                    North         East     Units Scale Factor Converg.
 AY1870;SPC TXSC     - 4,178,763.345   657,670.143   MT  0.99986508   +0 17 28.5
 AY1870;SPC TXSC     -13,709,826.07  2,157,706.13   sFT  0.99986508   +0 17 28.5
 AY1870;UTM  14      - 3,257,437.978   557,655.641   MT  0.99964102   +0 17 32.1
 AY1870
 AY1870                          SUPERSEDED SURVEY CONTROL
 AY1870
 AY1870  NAD 83(1986)-  29 26 42.05345(N)    098 24 19.75965(W) AD(       ) 4
 AY1870  NAD 27      -  29 26 41.21700(N)    098 24 18.70500(W) AD(       ) 3
 AY1870
 AY1870.Superseded values are not recommended for survey control.
 AY1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1870.See file dsdata.txt to determine how the superseded data were derived.
 AY1870
 AY1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5765657438(NAD 83)
 AY1870_MARKER: 52 = STANDPIPE TANK
 AY1870
 AY1870  HISTORY     - Date     Condition        Report By
 AY1870  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1870  HISTORY     - 19950426 GOOD             USPSQD
 AY1870
 AY1870                          STATION DESCRIPTION
 AY1870
 AY1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1870'THE STANDPIPE IS LOCATED IN THE SOUTHWEST ANGLE OF THE
 AY1870'INTERSECTION OF LOOP 13 AND SEALE ROAD IN THE EASTERN EXTREMITIES
 AY1870'OF SAN ANTONIO.
 AY1870'
 AY1870'IT IS A STEEL STANDPIPE 85 FEET HIGH WITH A CAPACITY OF
 AY1870'350,000 GALLONS AND PAINTED SILVER.
 AY1870'
 AY1870'THE STANDPIPE IS OWNED BY THE SUBURBAN WATER CO.
 AY1870
 AY1870                          STATION RECOVERY (1995)
 AY1870
 AY1870'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1871 ***********************************************************************
 AY1871  DESIGNATION -  SAN ANTONIO SWIFT COTTON CO TK
 AY1871  PID         -  AY1871
 AY1871  STATE/COUNTY-  TX/BEXAR
 AY1871  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1871
 AY1871                         *CURRENT SURVEY CONTROL
 AY1871  ___________________________________________________________________
 AY1871* NAD 83(1993)-  29 24 07.90594(N)    098 29 34.78650(W)     ADJUSTED  
 AY1871* NAVD 88     -                                                        
 AY1871  ___________________________________________________________________
 AY1871  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 AY1871  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AY1871
 AY1871  HORZ ORDER  -  THIRD
 AY1871
 AY1871.The horizontal coordinates were established by classical geodetic methods
 AY1871.and adjusted by the National Geodetic Survey in February 1996..
 AY1871
 AY1871
 AY1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1871
 AY1871.The geoid height was determined by GEOID03.
 AY1871
 AY1871;                    North         East     Units Scale Factor Converg.
 AY1871;SPC TXSC     - 4,173,978.065   649,202.587   MT  0.99986393   +0 14 54.2
 AY1871;SPC TXSC     -13,694,126.37  2,129,925.49   sFT  0.99986393   +0 14 54.2
 AY1871;UTM  14      - 3,252,653.683   549,190.088   MT  0.99962986   +0 14 56.1
 AY1871
 AY1871                          SUPERSEDED SURVEY CONTROL
 AY1871
 AY1871  NAD 83(1986)-  29 24 07.91076(N)    098 29 34.76849(W) AD(       ) 4
 AY1871  NAD 27      -  29 24 07.06900(N)    098 29 33.70700(W) AD(       ) 3
 AY1871
 AY1871.Superseded values are not recommended for survey control.
 AY1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1871.See file dsdata.txt to determine how the superseded data were derived.
 AY1871
 AY1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4919052654(NAD 83)
 AY1871_MARKER: 51 = TANK
 AY1871
 AY1871  HISTORY     - Date     Condition        Report By
 AY1871  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1871  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY1871
 AY1871                          STATION DESCRIPTION
 AY1871
 AY1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1871'THE WEATHER VANE ON THE APEX OF THE TANK, LOCATED AT THE
 AY1871'INTERSECTION OF PROBANT AND SIMPSON STREETS IN DOWNTOWN
 AY1871'SAN ANTONIO.  IT IS A STEEL TANK, PAINTED SILVER WITH THE
 AY1871'LETTERS SWIFT IN BLACK.
 AY1871
 AY1871                          STATION RECOVERY (1995)
 AY1871
 AY1871'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1926 ***********************************************************************
 AY1926  DESIGNATION -  SAN ANTONIO T BARRETT TANK
 AY1926  PID         -  AY1926
 AY1926  STATE/COUNTY-  TX/BEXAR
 AY1926  USGS QUAD   -  TERRELL WELLS (1992)
 AY1926
 AY1926                         *CURRENT SURVEY CONTROL
 AY1926  ___________________________________________________________________
 AY1926* NAD 83(1993)-  29 21 23.63884(N)    098 32 53.21592(W)     ADJUSTED  
 AY1926* NAVD 88     -                                                        
 AY1926  ___________________________________________________________________
 AY1926  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 AY1926  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AY1926
 AY1926  HORZ ORDER  -  THIRD
 AY1926
 AY1926.The horizontal coordinates were established by classical geodetic methods
 AY1926.and adjusted by the National Geodetic Survey in February 1996..
 AY1926
 AY1926
 AY1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1926
 AY1926.The geoid height was determined by GEOID03.
 AY1926
 AY1926;                    North         East     Units Scale Factor Converg.
 AY1926;SPC TXSC     - 4,168,899.169   643,873.060   MT  0.99986332   +0 13 17.0
 AY1926;SPC TXSC     -13,677,463.36  2,112,440.20   sFT  0.99986332   +0 13 17.0
 AY1926;UTM  14      - 3,247,575.959   543,861.853   MT  0.99962374   +0 13 17.5
 AY1926
 AY1926                          SUPERSEDED SURVEY CONTROL
 AY1926
 AY1926  NAD 83(1986)-  29 21 23.64351(N)    098 32 53.19769(W) AD(       ) 4
 AY1926  NAD 27      -  29 21 22.79500(N)    098 32 52.13300(W) AD(       ) 3
 AY1926
 AY1926.Superseded values are not recommended for survey control.
 AY1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1926.See file dsdata.txt to determine how the superseded data were derived.
 AY1926
 AY1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4386247576(NAD 83)
 AY1926_MARKER: 53 = ELEVATED TANK
 AY1926
 AY1926  HISTORY     - Date     Condition        Report By
 AY1926  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1926  HISTORY     - 1965     GOOD             CGS
 AY1926  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY1926
 AY1926                          STATION DESCRIPTION
 AY1926
 AY1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1926'THE APEX OF THE RED AND WHITE CHECKERED WATER TANK, LOCATED
 AY1926'ABOUT 8 MILES SOUTHWEST OF THE CENTER OF SAN ANTONIO AND
 AY1926'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF SOMERSET ROAD
 AY1926'AND MILITARY DRIVE.  IT IS A STEEL TANK 146 FEET HIGH WITH
 AY1926'A CAPACITY OF 100,000 GALLONS.  IT IS OWNED BY MR. THURMAN
 AY1926'BARRETT SR.
 AY1926
 AY1926                          STATION RECOVERY (1965)
 AY1926
 AY1926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 AY1926'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 AY1926
 AY1926                          STATION RECOVERY (1999)
 AY1926
 AY1926'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1876 ***********************************************************************
 AY1876  DESIGNATION -  SAN ANTONIO TERR HILLS MUN TK
 AY1876  PID         -  AY1876
 AY1876  STATE/COUNTY-  TX/BEXAR
 AY1876  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1876
 AY1876                         *CURRENT SURVEY CONTROL
 AY1876  ___________________________________________________________________
 AY1876* NAD 83(1993)-  29 29 09.38505(N)    098 27 17.39676(W)     ADJUSTED  
 AY1876* NAVD 88     -                                                        
 AY1876  ___________________________________________________________________
 AY1876  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AY1876  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AY1876
 AY1876  HORZ ORDER  -  THIRD
 AY1876
 AY1876.The horizontal coordinates were established by classical geodetic methods
 AY1876.and adjusted by the National Geodetic Survey in February 1996..
 AY1876
 AY1876
 AY1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1876
 AY1876.The geoid height was determined by GEOID03.
 AY1876
 AY1876;                    North         East     Units Scale Factor Converg.
 AY1876;SPC TXSC     - 4,183,275.841   652,862.935   MT  0.99986670   +0 16 01.5
 AY1876;SPC TXSC     -13,724,630.82  2,141,934.48   sFT  0.99986670   +0 16 01.5
 AY1876;UTM  14      - 3,261,949.349   552,849.440   MT  0.99963446   +0 16 06.0
 AY1876
 AY1876                          SUPERSEDED SURVEY CONTROL
 AY1876
 AY1876  NAD 83(1986)-  29 29 09.38998(N)    098 27 17.37893(W) AD(       ) 4
 AY1876  NAD 27      -  29 29 08.55800(N)    098 27 16.32000(W) AD(       ) 3
 AY1876
 AY1876.Superseded values are not recommended for survey control.
 AY1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1876.See file dsdata.txt to determine how the superseded data were derived.
 AY1876
 AY1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5284961949(NAD 83)
 AY1876_MARKER: 53 = ELEVATED TANK
 AY1876
 AY1876  HISTORY     - Date     Condition        Report By
 AY1876  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1876  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 AY1876
 AY1876                          STATION DESCRIPTION
 AY1876
 AY1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1876'THE APEX OF THE MUSHROOM TYPE TANK, LOCATED ON THE NORTH
 AY1876'SIDE OF U.S. HIGHWAY 87 AND JUST WEST OF MEADOW LANE DRIVE.
 AY1876'IT IS A STEEL WATER TANK, 135 FEET HIGH, PAINTED SILVER AND
 AY1876'HAS A CAPACITY OF 250,000 GALLONS.  THE TANK IS OWNED BY THE
 AY1876'SAN ANTONIO CITY WATER BOARD.
 AY1876
 AY1876                          STATION RECOVERY (1995)
 AY1876
 AY1876'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1865 ***********************************************************************
 AY1865  DESIGNATION -  SAN ANTONIO TEX MIL INST TANK
 AY1865  PID         -  AY1865
 AY1865  STATE/COUNTY-  TX/BEXAR
 AY1865  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1865
 AY1865                         *CURRENT SURVEY CONTROL
 AY1865  ___________________________________________________________________
 AY1865* NAD 83(1993)-  29 29 16.88334(N)    098 28 41.82280(W)     ADJUSTED  
 AY1865* NAVD 88     -                                                        
 AY1865  ___________________________________________________________________
 AY1865  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AY1865  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY1865
 AY1865  HORZ ORDER  -  THIRD
 AY1865
 AY1865.The horizontal coordinates were established by classical geodetic methods
 AY1865.and adjusted by the National Geodetic Survey in February 1996..
 AY1865
 AY1865
 AY1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1865
 AY1865.The geoid height was determined by GEOID03.
 AY1865
 AY1865;                    North         East     Units Scale Factor Converg.
 AY1865;SPC TXSC     - 4,183,496.308   650,587.896   MT  0.99986680   +0 15 20.1
 AY1865;SPC TXSC     -13,725,354.14  2,134,470.46   sFT  0.99986680   +0 15 20.1
 AY1865;UTM  14      - 3,262,169.715   550,574.928   MT  0.99963156   +0 15 24.5
 AY1865
 AY1865                          SUPERSEDED SURVEY CONTROL
 AY1865
 AY1865  NAD 83(1986)-  29 29 16.88817(N)    098 28 41.80500(W) AD(       ) 4
 AY1865  NAD 27      -  29 29 16.05500(N)    098 28 40.74400(W) AD(       ) 3
 AY1865
 AY1865.Superseded values are not recommended for survey control.
 AY1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1865.See file dsdata.txt to determine how the superseded data were derived.
 AY1865
 AY1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5057562170(NAD 83)
 AY1865_MARKER: 51 = TANK
 AY1865
 AY1865  HISTORY     - Date     Condition        Report By
 AY1865  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1865  HISTORY     - 19950426 GOOD             USPSQD
 AY1865
 AY1865                          STATION DESCRIPTION
 AY1865
 AY1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1865'THE APEX OF THE TANK, LOCATED NORTH OF THE MAIN BUILDING OF
 AY1865'THE INSTITUTE AND NORTHWEST OF THE INTERSECTION OF COLLEGE
 AY1865'AVENUE AND CIRCUELA STREET.  IT IS A CONCRETE TANK PAINTED
 AY1865'WHITE.
 AY1865
 AY1865                          STATION RECOVERY (1995)
 AY1865
 AY1865'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1869 ***********************************************************************
 AY1869  DESIGNATION -  SAN ANTONIO TRANSIT TWR TV MST
 AY1869  PID         -  AY1869
 AY1869  STATE/COUNTY-  TX/BEXAR
 AY1869  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1869
 AY1869                         *CURRENT SURVEY CONTROL
 AY1869  ___________________________________________________________________
 AY1869* NAD 83(1993)-  29 25 22.31768(N)    098 29 29.01247(W)     ADJUSTED  
 AY1869* NAVD 88     -                                                        
 AY1869  ___________________________________________________________________
 AY1869  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AY1869  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY1869
 AY1869  HORZ ORDER  -  THIRD
 AY1869
 AY1869.The horizontal coordinates were established by classical geodetic methods
 AY1869.and adjusted by the National Geodetic Survey in February 1996..
 AY1869
 AY1869
 AY1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1869
 AY1869.The geoid height was determined by GEOID03.
 AY1869
 AY1869;                    North         East     Units Scale Factor Converg.
 AY1869;SPC TXSC     - 4,176,269.517   649,348.275   MT  0.99986442   +0 14 57.0
 AY1869;SPC TXSC     -13,701,644.24  2,130,403.47   sFT  0.99986442   +0 14 57.0
 AY1869;UTM  14      - 3,254,944.600   549,335.718   MT  0.99963003   +0 14 59.5
 AY1869
 AY1869                          SUPERSEDED SURVEY CONTROL
 AY1869
 AY1869  NAD 83(1986)-  29 25 22.32258(N)    098 29 28.99442(W) AD(       ) 4
 AY1869  NAD 27      -  29 25 21.48200(N)    098 29 27.93400(W) AD(       ) 3
 AY1869
 AY1869.Superseded values are not recommended for survey control.
 AY1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1869.See file dsdata.txt to determine how the superseded data were derived.
 AY1869
 AY1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4933654945(NAD 83)
 AY1869_MARKER: 62 = FLAGPOLE
 AY1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1869+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002
 AY1869
 AY1869  HISTORY     - Date     Condition        Report By
 AY1869  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1869  HISTORY     - 1949     GOOD             CGS
 AY1869  HISTORY     - 1952     GOOD             AMS
 AY1869  HISTORY     - 1953     GOOD             CGS
 AY1869  HISTORY     - 1956     GOOD             CGS
 AY1869  HISTORY     - 19950411 GOOD             USPSQD
 AY1869  HISTORY     - 20020915 GOOD             USPSQD
 AY1869
 AY1869                          STATION DESCRIPTION
 AY1869
 AY1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1869'STATION IS LOCATED IN THE BUSINESS DISTRICT OF SAN ANTONIO,
 AY1869'300 FEET S OF MARKET STREET, 20 FEET E OF ST. MARYS STREET,
 AY1869'AND 300 FEET W OF VILLITO STREET.
 AY1869'
 AY1869'THE TRANSIT TOWER BUILDING IS CONSTRUCTED OF CONCRETE AND
 AY1869'HAS A GREEN ROOF.  ON THE ROOF THERE IS A SMALL BLACK DOME
 AY1869'WHICH SUPPORTS THE FLAGPOLE.  THE BUILDING WAS ERECTED IN 1928
 AY1869'AND THE TOP OF THE FLAGPOLE IS 484 FEET ABOVE THE SURFACE OF
 AY1869'THE GROUND.
 AY1869'
 AY1869'THE POINT LOCATED WAS THE FLAGPOLE CENTERED AT THE TOP OF THE
 AY1869'DOME.
 AY1869
 AY1869                          STATION RECOVERY (1949)
 AY1869
 AY1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 AY1869'THIS FLAGPOLE HAS NOW BEEN REPLACED BY A TV TOWER.  THE
 AY1869'BUILDING SUPERINTENDANT AND THE BUILDING MANAGER MADE INDEPENDENT
 AY1869'STATEMENTS THAT THIS NEW TV TOWER IS LOCATED AND CENTERED
 AY1869'DIRECTLY OVER THE OLD FLAGPOLE POSITION.
 AY1869
 AY1869                          STATION RECOVERY (1952)
 AY1869
 AY1869'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 AY1869'STATION WAS RECOVERED AS DESCRIBED IN 1949, WHICH
 AY1869'STATE AS FOLLOWS--
 AY1869'
 AY1869'THIS FLAGPOLE HAS NOW BEEN REPLACED BY A TV TOWER.  THE
 AY1869'BUILDING SUPERINTENDANT AND THE BUILDING MANAGER MADE INDEPENDENT
 AY1869'STATEMENTS THAT THIS NEW TV TOWER IS LOCATED AND CENTERED
 AY1869'DIRECTLY OVER THE OLD FLAGPOLE POSITION.
 AY1869
 AY1869                          STATION RECOVERY (1953)
 AY1869
 AY1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1869'THE STATION WAS RECOVERED AS DESCRIBED BY W.I.B. IN 1949.
 AY1869'THE TV MAST NOW OPERATES AS KEYL CHANNEL FIVE.
 AY1869'
 AY1869'THE 1949 DESCRIPTION IS ADEQUATE.
 AY1869
 AY1869                          STATION RECOVERY (1956)
 AY1869
 AY1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (BC)
 AY1869'FLAGPOLE AT TOP OF OF TRANSIT TOWER HAS BEEN REMOVED AND
 AY1869'REPLACED BY A RADIO TOWER.  RESIDENTS AND OTHER PEOPLE SAY
 AY1869'THE RADIO MAST OCCUPIES THE EXACT SAME SPOT AS THE FLAGPOLE
 AY1869'DID.
 AY1869
 AY1869                          STATION RECOVERY (1995)
 AY1869
 AY1869'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1869'RECOVERED IN GOOD CONDITION.
 AY1869
 AY1869                          STATION RECOVERY (2002)
 AY1869
 AY1869'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AY1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1851 ***********************************************************************
 AY1851  DESIGNATION -  SAN ANTONIO UNITED GAS CO TANK
 AY1851  PID         -  AY1851
 AY1851  STATE/COUNTY-  TX/BEXAR
 AY1851  USGS QUAD   -  SOUTHTON (1992)
 AY1851
 AY1851                         *CURRENT SURVEY CONTROL
 AY1851  ___________________________________________________________________
 AY1851* NAD 83(1993)-  29 21 38.72779(N)    098 24 03.93876(W)     ADJUSTED  
 AY1851* NAVD 88     -                                                        
 AY1851  ___________________________________________________________________
 AY1851  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AY1851  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY1851
 AY1851  HORZ ORDER  -  THIRD
 AY1851
 AY1851.The horizontal coordinates were established by classical geodetic methods
 AY1851.and adjusted by the National Geodetic Survey in February 1996..
 AY1851
 AY1851
 AY1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1851
 AY1851.The geoid height was determined by GEOID03.
 AY1851
 AY1851;                    North         East     Units Scale Factor Converg.
 AY1851;SPC TXSC     - 4,169,427.804   658,144.751   MT  0.99986335   +0 17 36.3
 AY1851;SPC TXSC     -13,679,197.72  2,159,263.24   sFT  0.99986335   +0 17 36.3
 AY1851;UTM  14      - 3,248,104.522   558,130.245   MT  0.99964169   +0 17 37.2
 AY1851
 AY1851                          SUPERSEDED SURVEY CONTROL
 AY1851
 AY1851  NAD 83(1986)-  29 21 38.73273(N)    098 24 03.92067(W) AD(       ) 4
 AY1851  NAD 27      -  29 21 37.88300(N)    098 24 02.86900(W) AD(       ) 3
 AY1851
 AY1851.Superseded values are not recommended for survey control.
 AY1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1851.See file dsdata.txt to determine how the superseded data were derived.
 AY1851
 AY1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5813048105(NAD 83)
 AY1851_MARKER: 53 = ELEVATED TANK
 AY1851
 AY1851  HISTORY     - Date     Condition        Report By
 AY1851  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1851  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY1851
 AY1851                          STATION DESCRIPTION
 AY1851
 AY1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1851'LOCATED ON GROUNDS OF THE UNITED GAS CO., ABOUT 7.5 MILES
 AY1851'SOUTHEAST OF SAN ANTONIO AND 0.5 MILES EAST OF LOOP 13.  THE
 AY1851'TANK IS NORTHERN AND TALLER ONE OF TWO TANKS, A STEEL STRUCTURE
 AY1851'SUPPORTED BY FOUR TRUSSES, PAINTED SILVER, AND 58 FEET HIGH.
 AY1851'
 AY1851'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK
 AY1851
 AY1851                          STATION RECOVERY (1995)
 AY1851
 AY1851'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1860 ***********************************************************************
 AY1860  DESIGNATION -  SAN ANTONIO WOAI TV MAST
 AY1860  PID         -  AY1860
 AY1860  STATE/COUNTY-  TX/BEXAR
 AY1860  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1860
 AY1860                         *CURRENT SURVEY CONTROL
 AY1860  ___________________________________________________________________
 AY1860* NAD 83(1993)-  29 25 52.53064(N)    098 29 23.94835(W)     ADJUSTED  
 AY1860* NAVD 88     -                                                        
 AY1860  ___________________________________________________________________
 AY1860  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AY1860  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY1860
 AY1860  HORZ ORDER  -  THIRD
 AY1860
 AY1860.The horizontal coordinates were established by classical geodetic methods
 AY1860.and adjusted by the National Geodetic Survey in February 1996..
 AY1860
 AY1860
 AY1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1860
 AY1860.The geoid height was determined by GEOID03.
 AY1860
 AY1860;                    North         East     Units Scale Factor Converg.
 AY1860;SPC TXSC     - 4,177,200.223   649,480.705   MT  0.99986465   +0 14 59.5
 AY1860;SPC TXSC     -13,704,697.73  2,130,837.95   sFT  0.99986465   +0 14 59.5
 AY1860;UTM  14      - 3,255,875.090   549,468.105   MT  0.99963019   +0 15 02.2
 AY1860
 AY1860                          SUPERSEDED SURVEY CONTROL
 AY1860
 AY1860  NAD 83(1986)-  29 25 52.53547(N)    098 29 23.93038(W) AD(       ) 4
 AY1860  NAD 27      -  29 25 51.69700(N)    098 29 22.86700(W) AD(       ) 3
 AY1860
 AY1860.Superseded values are not recommended for survey control.
 AY1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1860.See file dsdata.txt to determine how the superseded data were derived.
 AY1860
 AY1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4946855875(NAD 83)
 AY1860_MARKER: 42 = RADIO/TV MAST
 AY1860
 AY1860  HISTORY     - Date     Condition        Report By
 AY1860  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1860  HISTORY     - 1960     GOOD             CGS
 AY1860  HISTORY     - 19990227 GOOD             USPSQD
 AY1860  HISTORY     - 20040321 GOOD             USPSQD
 AY1860
 AY1860                          STATION DESCRIPTION
 AY1860
 AY1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1860'THE LIGHT ON THE TOP OF THE MAST, LOCATED AT 1031 MAVARRO
 AY1860'STREET IN DOWNTOWN SAN ANTONIO.  IT IS A STEEL STRUCTURE
 AY1860'480 FEET HIGH, PAINTED ORANGE AND WHITE AND IS TRIANGULAR
 AY1860'SHAPED.  THE MAST WAS BUILT IN 1949, OPERATES AS CHANNEL FOUR
 AY1860'AND IS OWNED BY THE SOUTHLAND INDUSTRIES INCORPORATED.
 AY1860
 AY1860                          STATION RECOVERY (1960)
 AY1860
 AY1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AY1860'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AY1860'IN THE 1953 DESCRIPTION.
 AY1860
 AY1860                          STATION RECOVERY (1999)
 AY1860
 AY1860'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1860'RECOVERED IN GOOD CONDITION.
 AY1860
 AY1860                          STATION RECOVERY (2004)
 AY1860
 AY1860'RECOVERY NOTE BY US POWER SQUADRON 2004 (MPM)
 AY1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1900 ***********************************************************************
 AY1900  DESIGNATION -  SAN ANTONIO WOODLWN HILL SPIPE
 AY1900  PID         -  AY1900
 AY1900  STATE/COUNTY-  TX/BEXAR
 AY1900  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1900
 AY1900                         *CURRENT SURVEY CONTROL
 AY1900  ___________________________________________________________________
 AY1900* NAD 83(1993)-  29 28 38.60455(N)    098 34 48.87295(W)     ADJUSTED  
 AY1900* NAVD 88     -                                                        
 AY1900  ___________________________________________________________________
 AY1900  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AY1900  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AY1900
 AY1900  HORZ ORDER  -  THIRD
 AY1900
 AY1900.The horizontal coordinates were established by classical geodetic methods
 AY1900.and adjusted by the National Geodetic Survey in February 1996..
 AY1900
 AY1900
 AY1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1900
 AY1900.The geoid height was determined by GEOID03.
 AY1900
 AY1900;                    North         East     Units Scale Factor Converg.
 AY1900;SPC TXSC     - 4,182,278.078   640,705.835   MT  0.99986632   +0 12 20.3
 AY1900;SPC TXSC     -13,721,357.33  2,102,049.06   sFT  0.99986632   +0 12 20.3
 AY1900;UTM  14      - 3,260,951.595   540,695.270   MT  0.99962043   +0 12 23.6
 AY1900
 AY1900                          SUPERSEDED SURVEY CONTROL
 AY1900
 AY1900  NAD 83(1986)-  29 28 38.60908(N)    098 34 48.85524(W) AD(       ) 4
 AY1900  NAD 27      -  29 28 37.77800(N)    098 34 47.78500(W) AD(       ) 3
 AY1900
 AY1900.Superseded values are not recommended for survey control.
 AY1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1900.See file dsdata.txt to determine how the superseded data were derived.
 AY1900
 AY1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4069560952(NAD 83)
 AY1900_MARKER: 52 = STANDPIPE TANK
 AY1900
 AY1900  HISTORY     - Date     Condition        Report By
 AY1900  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1900  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY1900
 AY1900                          STATION DESCRIPTION
 AY1900
 AY1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1900'THE CENTER OF THE ROOF OF THE STANDPIPE, LOCATED ABOUT 4.5 MILES
 AY1900'NORTHWEST OF THE CENTER OF THE CITY, JUST NORTH OF SKYVIEW
 AY1900'DRIVE AND EAST OF OAKWAY DRIVE.  IT IS A STEEL STANDPIPE AND
 AY1900'PAINTED SILVER.  OPERATED BY THE SAN ANTONIO CITY WATER BOARD.
 AY1900
 AY1900                          STATION RECOVERY (1995)
 AY1900
 AY1900'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1872 ***********************************************************************
 AY1872  DESIGNATION -  SAN ANTONIO WOODMAN HOSP TANK
 AY1872  PID         -  AY1872
 AY1872  STATE/COUNTY-  TX/BEXAR
 AY1872  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1872
 AY1872                         *CURRENT SURVEY CONTROL
 AY1872  ___________________________________________________________________
 AY1872* NAD 83(1993)-  29 29 34.36055(N)    098 27 21.88880(W)     ADJUSTED  
 AY1872* NAVD 88     -                                                        
 AY1872  ___________________________________________________________________
 AY1872  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AY1872  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AY1872
 AY1872  HORZ ORDER  -  THIRD
 AY1872
 AY1872.The horizontal coordinates were established by classical geodetic methods
 AY1872.and adjusted by the National Geodetic Survey in February 1996..
 AY1872
 AY1872
 AY1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1872
 AY1872.The geoid height was determined by GEOID03.
 AY1872
 AY1872;                    North         East     Units Scale Factor Converg.
 AY1872;SPC TXSC     - 4,184,044.162   652,738.367   MT  0.99986703   +0 15 59.3
 AY1872;SPC TXSC     -13,727,151.55  2,141,525.79   sFT  0.99986703   +0 15 59.3
 AY1872;UTM  14      - 3,262,717.488   552,724.883   MT  0.99963430   +0 16 04.0
 AY1872
 AY1872                          SUPERSEDED SURVEY CONTROL
 AY1872
 AY1872  NAD 83(1986)-  29 29 34.36548(N)    098 27 21.87101(W) AD(       ) 4
 AY1872  NAD 27      -  29 29 33.53500(N)    098 27 20.81200(W) AD(       ) 3
 AY1872
 AY1872.Superseded values are not recommended for survey control.
 AY1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1872.See file dsdata.txt to determine how the superseded data were derived.
 AY1872
 AY1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5272562717(NAD 83)
 AY1872_MARKER: 53 = ELEVATED TANK
 AY1872
 AY1872  HISTORY     - Date     Condition        Report By
 AY1872  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1872  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY1872
 AY1872                          STATION DESCRIPTION
 AY1872
 AY1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1872'THE APEX OF THE TANK, LOCATED BEHIND THE WOODMAN OF THE WORLD
 AY1872'HOSPITAL AT THE INTERSECTION OF NORTH NEW BRAUNFELS AVE.
 AY1872'AND BREES BOULEVARD IN THE COMMUNITY OF SUNSET RIDGE.  IT IS
 AY1872'A STEEL TANK ABOUT 55 FEET HIGH AND IS PAINTED SILVER.
 AY1872
 AY1872                          STATION RECOVERY (1995)
 AY1872
 AY1872'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2613 ***********************************************************************
 BY2613  DESIGNATION -  SAN AUGUSTINE MUNICIPAL TANK
 BY2613  PID         -  BY2613
 BY2613  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2613  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY2613
 BY2613                         *CURRENT SURVEY CONTROL
 BY2613  ___________________________________________________________________
 BY2613* NAD 83(1993)-  31 31 50.84688(N)    094 06 11.58498(W)     ADJUSTED  
 BY2613* NAVD 88     -                                                        
 BY2613  ___________________________________________________________________
 BY2613  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BY2613  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY2613
 BY2613  HORZ ORDER  -  THIRD
 BY2613
 BY2613.The horizontal coordinates were established by classical geodetic methods
 BY2613.and adjusted by the National Geodetic Survey in February 1996..
 BY2613
 BY2613
 BY2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2613
 BY2613.The geoid height was determined by GEOID03.
 BY2613
 BY2613;                    North         East     Units Scale Factor Converg.
 BY2613;SPC TX C     - 3,223,214.496 1,291,327.332   MT  0.99992430   +3 12 32.0
 BY2613;SPC TX C     -10,574,829.56  4,236,629.76   sFT  0.99992430   +3 12 32.0
 BY2613;UTM  15      - 3,488,956.665   395,265.041   MT  0.99973529   -0 34 37.2
 BY2613
 BY2613                          SUPERSEDED SURVEY CONTROL
 BY2613
 BY2613  NAD 83(1986)-  31 31 50.85677(N)    094 06 11.57755(W) AD(       ) 4
 BY2613  NAD 27      -  31 31 50.20600(N)    094 06 10.87300(W) AD(       ) 3
 BY2613
 BY2613.Superseded values are not recommended for survey control.
 BY2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2613.See file dsdata.txt to determine how the superseded data were derived.
 BY2613
 BY2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ9526588957(NAD 83)
 BY2613_MARKER: 53 = ELEVATED TANK
 BY2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2613+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY2613
 BY2613  HISTORY     - Date     Condition        Report By
 BY2613  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2613  HISTORY     - 20050517 GOOD             USPSQD
 BY2613  HISTORY     - 20050710 GOOD             USPSQD
 BY2613
 BY2613                          STATION DESCRIPTION
 BY2613
 BY2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2613'LOCATED IN THE NORTHEAST SECTION OF SAN AUGUSTINE, 0.15
 BY2613'MILE WEST OF U.S. HIGHWAY 96 AND 0.05 MILE NORTH OF STATE
 BY2613'HIGHWAY 21.
 BY2613'
 BY2613'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING AN ELONGATED
 BY2613'TANK.  THE HEIGHT IS ABOUT 110 FEET AND THE POINT OBSERVED
 BY2613'UPON WAS THE SMALL BALL AT THE APEX.  THE STRUCTURE IS PAINTED
 BY2613'SILVER.
 BY2613
 BY2613                          STATION RECOVERY (2005)
 BY2613
 BY2613'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BY2613'A SECOND TANK HAS BEEN ERECTED ON THE SOUTH SIDE OF THIS TANK.
 BY2613
 BY2613                          STATION RECOVERY (2005)
 BY2613
 BY2613'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY2613'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2615 ***********************************************************************
 BY2615  DESIGNATION -  SAN AUGUSTINE REA RAD KRYB MST
 BY2615  PID         -  BY2615
 BY2615  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2615  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY2615
 BY2615                         *CURRENT SURVEY CONTROL
 BY2615  ___________________________________________________________________
 BY2615* NAD 83(1993)-  31 31 36.12185(N)    094 04 51.26457(W)     ADJUSTED  
 BY2615* NAVD 88     -                                                        
 BY2615  ___________________________________________________________________
 BY2615  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BY2615  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY2615
 BY2615  HORZ ORDER  -  THIRD
 BY2615
 BY2615.The horizontal coordinates were established by classical geodetic methods
 BY2615.and adjusted by the National Geodetic Survey in February 1996..
 BY2615
 BY2615
 BY2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2615
 BY2615.The geoid height was determined by GEOID03.
 BY2615
 BY2615;                    North         East     Units Scale Factor Converg.
 BY2615;SPC TX C     - 3,222,880.534 1,293,468.236   MT  0.99992364   +3 13 13.3
 BY2615;SPC TX C     -10,573,733.89  4,243,653.70   sFT  0.99992364   +3 13 13.3
 BY2615;UTM  15      - 3,488,482.168   397,378.819   MT  0.99972989   -0 33 54.9
 BY2615
 BY2615                          SUPERSEDED SURVEY CONTROL
 BY2615
 BY2615  NAD 83(1986)-  31 31 36.13199(N)    094 04 51.25849(W) AD(       ) 4
 BY2615  NAD 27      -  31 31 35.48600(N)    094 04 50.55500(W) AD(       ) 3
 BY2615
 BY2615.Superseded values are not recommended for survey control.
 BY2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2615.See file dsdata.txt to determine how the superseded data were derived.
 BY2615
 BY2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ9737988482(NAD 83)
 BY2615_MARKER: 42 = RADIO/TV MAST
 BY2615
 BY2615  HISTORY     - Date     Condition        Report By
 BY2615  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2615
 BY2615                          STATION DESCRIPTION
 BY2615
 BY2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2615'LOCATED 200 FEET SOUTH OF STATE HIGHWAY NO. 21 AND 1.8 MILES
 BY2615'EAST OF THE CENTER OF SAN AUGUSTINE.  IT IS A MAST OPERATED
 BY2615'BY THE RURAL ELECTRIFICATION ASSOCIATION.  THE OVERALL HEIGHT
 BY2615'IS 220 FEET.
 BY2615'
 BY2615'THE POINT OBSERVED UPON WAS THE FLASHING LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2616 ***********************************************************************
 BY2616  DESIGNATION -  SAN AUGUSTINE ST FOR SERV LOT
 BY2616  PID         -  BY2616
 BY2616  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2616  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY2616
 BY2616                         *CURRENT SURVEY CONTROL
 BY2616  ___________________________________________________________________
 BY2616* NAD 83(1993)-  31 32 03.70327(N)    094 08 10.71052(W)     ADJUSTED  
 BY2616* NAVD 88     -                                                        
 BY2616  ___________________________________________________________________
 BY2616  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BY2616  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY2616
 BY2616  HORZ ORDER  -  THIRD
 BY2616
 BY2616.The horizontal coordinates were established by classical geodetic methods
 BY2616.and adjusted by the National Geodetic Survey in February 1996..
 BY2616
 BY2616
 BY2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2616
 BY2616.The geoid height was determined by GEOID03.
 BY2616
 BY2616;                    North         East     Units Scale Factor Converg.
 BY2616;SPC TX C     - 3,223,434.392 1,288,167.788   MT  0.99992487   +3 11 30.6
 BY2616;SPC TX C     -10,575,551.00  4,226,263.82   sFT  0.99992487   +3 11 30.6
 BY2616;UTM  15      - 3,489,384.627   392,127.494   MT  0.99974352   -0 35 39.7
 BY2616
 BY2616                          SUPERSEDED SURVEY CONTROL
 BY2616
 BY2616  NAD 83(1986)-  31 32 03.71300(N)    094 08 10.70289(W) AD(       ) 4
 BY2616  NAD 27      -  31 32 03.06400(N)    094 08 09.99500(W) AD(       ) 3
 BY2616
 BY2616.Superseded values are not recommended for survey control.
 BY2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2616.See file dsdata.txt to determine how the superseded data were derived.
 BY2616
 BY2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ9212789385(NAD 83)
 BY2616_MARKER: 57 = LOOKOUT TOWER
 BY2616
 BY2616  HISTORY     - Date     Condition        Report By
 BY2616  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2616  HISTORY     - 20020712 MARK NOT FOUND   USPSQD
 BY2616
 BY2616                          STATION DESCRIPTION
 BY2616
 BY2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2616'THE LOOKOUT TOWER IS LOCATED ABOUT 1.3 MILES WEST OF SAN
 BY2616'AUGUSTINE.  IT IS A 4-LEGGED STEEL STRUCTURE WITH A WINDOW
 BY2616'ENCLOSURE AT THE TOP.  THE HEIGHT IS 110 FEET.
 BY2616'
 BY2616'TO REACH FROM THE COURTHOUSE IN SAN AUGUSTINE, GO WEST ON
 BY2616'STATE HIGHWAY 21 FOR 1.3 MILES TO A Y-INTERSECTION, GO NORTHEAST
 BY2616'ON DIRT ROAD FOR 0.05 MILE TO A CATTLE GUARD ON THE RIGHT,
 BY2616'CROSS GUARD AND GO NORTH FOR 0.1 MILE TO A TRACK ROAD WEST,
 BY2616'THENCE WEST FOR 0.05 MILE TO THE TOWER ON THE RIGHT.
 BY2616
 BY2616                          STATION RECOVERY (2002)
 BY2616
 BY2616'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY2616'LOOKOUT TOWER NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0464 ***********************************************************************
 AB0464  DESIGNATION -  SAN AZ MK
 AB0464  PID         -  AB0464
 AB0464  STATE/COUNTY-  TX/CAMERON
 AB0464  USGS QUAD   -  RIO HONDO (1980)
 AB0464
 AB0464                         *CURRENT SURVEY CONTROL
 AB0464  ___________________________________________________________________
 AB0464* NAD 83(1986)-  26 07 59.     (N)    097 37 13.     (W)     SCALED    
 AB0464* NAVD 88     -         9.778  (meters)      32.08   (feet)  ADJUSTED  
 AB0464  ___________________________________________________________________
 AB0464  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 AB0464  DYNAMIC HT  -           9.762 (meters)      32.03  (feet)  COMP
 AB0464  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AB0464
 AB0464  VERT ORDER  -  FIRST     CLASS II
 AB0464
 AB0464.The horizontal coordinates were scaled from a topographic map and have
 AB0464.an estimated accuracy of +/- 6 seconds.
 AB0464
 AB0464.The orthometric height was determined by differential leveling
 AB0464.and adjusted by the National Geodetic Survey in June 1991..
 AB0464
 AB0464.The geoid height was determined by GEOID03.
 AB0464
 AB0464.The dynamic height is computed by dividing the NAVD 88
 AB0464.geopotential number by the normal gravity value computed on the
 AB0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0464.degrees latitude (g = 980.6199 gals.).
 AB0464
 AB0464.The modeled gravity was interpolated from observed gravity values.
 AB0464
 AB0464;                    North         East    Units  Estimated Accuracy
 AB0464;SPC TX S     - 5,051,980.      387,980.      MT  (+/- 180 meters Scaled)
 AB0464
 AB0464                          SUPERSEDED SURVEY CONTROL
 AB0464
 AB0464  NGVD 29 (??/??/92)    9.887  (m)           32.44   (f) ADJ UNCH    1 2
 AB0464
 AB0464.Superseded values are not recommended for survey control.
 AB0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0464.See file dsdata.txt to determine how the superseded data were derived.
 AB0464
 AB0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP379911(NAD 83)
 AB0464_MARKER: DZ = AZIMUTH MARK DISK
 AB0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0464_STAMPING: SAN 1947
 AB0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0464+STABILITY: SURFACE MOTION
 AB0464
 AB0464  HISTORY     - Date     Condition        Report By
 AB0464  HISTORY     - 1947     MONUMENTED       CGS
 AB0464  HISTORY     - 1951     GOOD             NGS
 AB0464  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0464  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0464  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0464
 AB0464                          STATION DESCRIPTION
 AB0464
 AB0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0464'0.85 MI E FROM SAN BENITO.
 AB0464'0.35 MILE NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0464'SAN BENITO, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 77, 167 FEET
 AB0464'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTHWEST OF THE
 AB0464'CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 30.5 FEET SOUTHEAST OF
 AB0464'THE SOUTH CORNER OF THE BLUEBONNET CAFE, 3.5 FEET NORTHEAST OF A POWER
 AB0464'POLE, 1.5 FEET SOUTHEAST OF A WITNESS POST, 0.3 MILE NORTHWEST OF
 AB0464'TRIANGULATION STATION SAN 1947, SET IN THE TOP OF A CONCRETE POST
 AB0464'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AB0464
 AB0464                          STATION RECOVERY (1981)
 AB0464
 AB0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0464'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
 AB0464
 AB0464                          STATION RECOVERY (1988)
 AB0464
 AB0464'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0464'MARK NOT FOUND.
 AB0464
 AB0464                          STATION RECOVERY (1991)
 AB0464
 AB0464'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1592 ***********************************************************************
 AB1592  DESIGNATION -  SAN BENITO MUNICIPAL APT BCN
 AB1592  PID         -  AB1592
 AB1592  STATE/COUNTY-  TX/CAMERON
 AB1592  USGS QUAD   -  RIO HONDO (1980)
 AB1592
 AB1592                         *CURRENT SURVEY CONTROL
 AB1592  ___________________________________________________________________
 AB1592* NAD 83(1993)-  26 07 53.52499(N)    097 36 59.06650(W)     ADJUSTED  
 AB1592* NAVD 88     -                                                        
 AB1592  ___________________________________________________________________
 AB1592  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 AB1592  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB1592
 AB1592  HORZ ORDER  -  THIRD
 AB1592
 AB1592.The horizontal coordinates were established by classical geodetic methods
 AB1592.and adjusted by the National Geodetic Survey in February 1996..
 AB1592
 AB1592
 AB1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1592
 AB1592.The geoid height was determined by GEOID03.
 AB1592
 AB1592;                    North         East     Units Scale Factor Converg.
 AB1592;SPC TX S     - 5,051,814.591   388,364.604   MT  1.00000903   +0 24 04.2
 AB1592;SPC TX S     -16,574,161.70  1,274,159.54   sFT  1.00000903   +0 24 04.2
 AB1592;UTM  14      - 2,890,986.271   638,320.446   MT  0.99983623   +0 36 34.1
 AB1592
 AB1592                          SUPERSEDED SURVEY CONTROL
 AB1592
 AB1592  NAD 83(1986)-  26 07 53.53571(N)    097 36 59.02614(W) AD(       ) 4
 AB1592  NAD 27      -  26 07 52.26300(N)    097 36 58.06700(W) AD(       ) 3
 AB1592
 AB1592.Superseded values are not recommended for survey control.
 AB1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1592.See file dsdata.txt to determine how the superseded data were derived.
 AB1592
 AB1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP3832090986(NAD 83)
 AB1592_MARKER: 21 = AIRPORT BEACON
 AB1592
 AB1592  HISTORY     - Date     Condition        Report By
 AB1592  HISTORY     - 1947     FIRST OBSERVED   CGS
 AB1592  HISTORY     - 20040130 POOR             GEOCAC
 AB1592
 AB1592                          STATION DESCRIPTION
 AB1592
 AB1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1592'STATION IS LOCATED ABOUT 1 MILE EAST OF SAN BENITO, IN THE
 AB1592'NORTHWEST CORNER OF THE SAN BENITO MUNICIPAL AIRPORT.  IT IS A
 AB1592'STRUCTURAL STEEL TOWER, ABOUT 50 FEET HIGH, PAINTED ORANGE AND
 AB1592'SILVER, AND HAS A REVOLVING WHITE LIGHT MOUNTED ON ITS TOP.
 AB1592'THE POINT OBSERVED ON WAS THE APPROXIMATE CENTER OF THE WHITE
 AB1592'LIGHT.
 AB1592
 AB1592                          STATION RECOVERY (2004)
 AB1592
 AB1592'RECOVERY NOTE BY GEOCACHING 2004 (T)
 AB1592'BEACON TOWER WITH LIGHT FIXTURE STILL EXISTS BUT IS NOT LONGER
 AB1592'OPERATIONAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1608 ***********************************************************************
 AB1608  DESIGNATION -  SAN BENITO MUNICIPAL TANK
 AB1608  PID         -  AB1608
 AB1608  STATE/COUNTY-  TX/CAMERON
 AB1608  USGS QUAD   -  HARLINGEN (1983)
 AB1608
 AB1608                         *CURRENT SURVEY CONTROL
 AB1608  ___________________________________________________________________
 AB1608* NAD 83(1993)-  26 08 05.13650(N)    097 37 57.51680(W)     ADJUSTED  
 AB1608* NAVD 88     -                                                        
 AB1608  ___________________________________________________________________
 AB1608  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 AB1608  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 AB1608
 AB1608  HORZ ORDER  -  THIRD
 AB1608
 AB1608.The horizontal coordinates were established by classical geodetic methods
 AB1608.and adjusted by the National Geodetic Survey in February 1996..
 AB1608
 AB1608
 AB1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1608
 AB1608.The geoid height was determined by GEOID03.
 AB1608
 AB1608;                    North         East     Units Scale Factor Converg.
 AB1608;SPC TX S     - 5,052,160.666   386,738.456   MT  1.00000819   +0 23 37.6
 AB1608;SPC TX S     -16,575,297.12  1,268,824.42   sFT  1.00000819   +0 23 37.6
 AB1608;UTM  14      - 2,891,326.368   636,693.334   MT  0.99983070   +0 36 08.6
 AB1608
 AB1608                          SUPERSEDED SURVEY CONTROL
 AB1608
 AB1608  NAD 83(1986)-  26 08 05.14675(N)    097 37 57.47607(W) AD(       ) 4
 AB1608  NAD 27      -  26 08 03.87000(N)    097 37 56.52000(W) AD(       ) 3
 AB1608
 AB1608.Superseded values are not recommended for survey control.
 AB1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1608.See file dsdata.txt to determine how the superseded data were derived.
 AB1608
 AB1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP3669391326(NAD 83)
 AB1608_MARKER: 53 = ELEVATED TANK
 AB1608
 AB1608  HISTORY     - Date     Condition        Report By
 AB1608  HISTORY     - 1947     FIRST OBSERVED   CGS
 AB1608  HISTORY     - 1968     GOOD             CGS
 AB1608  HISTORY     - 19910514 MARK NOT FOUND   USPSQD
 AB1608
 AB1608                          STATION DESCRIPTION
 AB1608
 AB1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1608'STATION IS LOCATED IN THE CENTER OF SAN BENITO, 2 BLOCKS
 AB1608'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY
 AB1608'345 AND ABOUT 100 YARDS NORTH OF W. STENGER STREET.  IT IS A
 AB1608'CONICAL SHAPED WATER TANK ATOP A SIX-LEGGED STEEL STRUCTURE
 AB1608'ABOUT 125 FEET HIGH AND IS PAINTED SILVER.  THE POINT OBSERVED
 AB1608'ON WAS THE SMALL BALL ON THE APEX OF THE ROOF.
 AB1608
 AB1608                          STATION RECOVERY (1968)
 AB1608
 AB1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 AB1608'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AB1608'CONDITION.
 AB1608'
 AB1608'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN
 AB1608'OF SAN BENITO
 AB1608
 AB1608                          STATION RECOVERY (1991)
 AB1608
 AB1608'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0600 ***********************************************************************
 AO0600  DESIGNATION -  SAN CAJO
 AO0600  PID         -  AO0600
 AO0600  STATE/COUNTY-  TX/MCMULLEN
 AO0600  USGS QUAD   -  SAN CAJA HILL (1969)
 AO0600
 AO0600                         *CURRENT SURVEY CONTROL
 AO0600  ___________________________________________________________________
 AO0600* NAD 83(1993)-  28 15 47.41517(N)    098 22 43.20862(W)     ADJUSTED  
 AO0600* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 AO0600  ___________________________________________________________________
 AO0600  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AO0600  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AO0600
 AO0600  HORZ ORDER  -  SECOND
 AO0600
 AO0600.The horizontal coordinates were established by classical geodetic methods
 AO0600.and adjusted by the National Geodetic Survey in February 1996..
 AO0600
 AO0600.The orthometric height was scaled from a topographic map.
 AO0600
 AO0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0600
 AO0600.The geoid height was determined by GEOID03.
 AO0600
 AO0600;                    North         East     Units Scale Factor Converg.
 AO0600;SPC TXSC     - 4,047,802.145   660,968.098   MT  1.00003666   +0 18 15.8
 AO0600;SPC TXSC     -13,280,164.20  2,168,526.17   sFT  1.00003666   +0 18 15.8
 AO0600;UTM  14      - 3,126,512.190   560,942.427   MT  0.99964584   +0 17 39.2
 AO0600
 AO0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0600!SPC TXSC     -   0.99998099  x   1.00003666  =   1.00001765
 AO0600!UTM  14      -   0.99998099  x   0.99964584  =   0.99962683
 AO0600
 AO0600:                Primary Azimuth Mark                     Grid Az
 AO0600:SPC TXSC     -  SAN CAJO AZ MK                           060 33 50.5
 AO0600:UTM  14      -  SAN CAJO AZ MK                           060 34 27.1
 AO0600
 AO0600|---------------------------------------------------------------------|
 AO0600| PID    Reference Object                     Distance      Geod. Az  |
 AO0600|                                                           dddmmss.s |
 AO0600| CV6214 SAN CAJO AZ MK                                     0605206.3 |
 AO0600| CV6215 SAN CAJO RM 1                         8.405 METERS 14222     |
 AO0600| CV6216 SAN CAJO RM 2                        13.293 METERS 34006     |
 AO0600|---------------------------------------------------------------------|
 AO0600
 AO0600                          SUPERSEDED SURVEY CONTROL
 AO0600
 AO0600  NAD 83(1986)-  28 15 47.42072(N)    098 22 43.18605(W) AD(       ) 2
 AO0600  NAD 27      -  28 15 46.41100(N)    098 22 42.14600(W) AD(       ) 2
 AO0600
 AO0600.Superseded values are not recommended for survey control.
 AO0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0600.See file dsdata.txt to determine how the superseded data were derived.
 AO0600
 AO0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS6094226512(NAD 83)
 AO0600_MARKER: DS = TRIANGULATION STATION DISK
 AO0600_SETTING: 66 = SET IN ROCK OUTCROP
 AO0600
 AO0600  HISTORY     - Date     Condition        Report By
 AO0600  HISTORY     - 1952     MONUMENTED       CGS
 AO0600  HISTORY     - 1953     GOOD             CGS
 AO0600
 AO0600                          STATION DESCRIPTION
 AO0600
 AO0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0600'THE STATION IS LOCATED ABOUT 17 MILES SOUTHEAST OF TILDEN.
 AO0600'17 MILES WEST-SOUTHWEST OF GEORGE WEST.  3 MILES WEST OF THE
 AO0600'LIVE OAK-MC MULLEN COUNTY LINE AND ON THE TOP OF A HIGH PROMINENT
 AO0600'BUTTE KNOWN LOCALLY AS SAN CAJO.
 AO0600'
 AO0600'TO REACH THE STATION FROM GEORGE WEST.  GO NORTH ON U.S. HIGHWAY
 AO0600'281 FOR 1.8 MILES TO THE JUNCTION OF FARM ROAD NO. 889.  TURN
 AO0600'LEFT AND GO SOUTHWEST ON FARM ROAD 889 FOR 8.8 MILES TO THE END
 AO0600'OF THE PAVEMENT AND A Y-FORK.  KEEP THE RIGHT FORK AND GO WEST
 AO0600'ON THE MAIN TRAVELED ROAD FOR 5.6 MILES TO A WOOD GATE.  PASS
 AO0600'THROUGH THE GATE AND FOLLOW THE MAIN TRACK ROAD WESTERLY FOR
 AO0600'2.2 MILES TO A WOOD GATE.  PASS THROUGH THE GATE AND GO 0.8
 AO0600'MILE TO THE END OF TRUCK TRAVEL AT THE SOUTH END OF THE BUTTE.
 AO0600'PACK UP THE STEEP SLOPE TO THE SUMMIT OF THE BUTTE AND THE
 AO0600'STATION ABOUT 20 YARDS NORTH OF THE SOUTH EDGE OF THE BUTTE.
 AO0600'10 MINUTE PACK.
 AO0600'
 AO0600'THE STATION MARK, STAMPED SAN CAJO 1952, IS A BRONZE DISK
 AO0600'SET IN ROCK OUTCROP THAT PROJECTS ABOUT 12 INCHES AND IS 12
 AO0600'FEET LONG AND 6 FEET WIDE.  IT IS ABOUT 1/4 MILE SOUTH OF AN
 AO0600'EAST-WEST FENCE LINE.
 AO0600'
 AO0600'REFERENCE MARK NO. 1, STAMPED SAN CAJO NO 1 1952, IS A BRONZE DISK
 AO0600'SET IN ROCK OUTCROP THAT IS 6 FEET LONG AND 4 FEET WIDE AND
 AO0600'PROJECTS 6 INCHES.
 AO0600'
 AO0600'REFERENCE MARK NO. 2, STAMPED SAN CAJO NO 2 1952, IS A BRONZE
 AO0600'DISK SET IN ROCK OUTCROP THAT IS 7 FEET LONG AND 3 FEET WIDE AND
 AO0600'PROJECTS 6 INCHES.  IT IS 10 YARDS SOUTHWEST OF THE NORTHEAST
 AO0600'OF THE BUTTE.
 AO0600
 AO0600                          STATION RECOVERY (1953)
 AO0600
 AO0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0600'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AO0600'
 AO0600'AN AZIMUTH MARK WAS ESTABLISHED AND NOTES TO ITS LOCATION FOLLOWS.
 AO0600'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE CYLINDER.
 AO0600'THE MARK IS STAMPED SAN CAJO 1953, AND IT PROJECTS 4 INCHES.
 AO0600'THE MARK IS LOCATED APPROX. 0.8 MILE EAST OF THE STATION.
 AO0600'200 FEET NORTH OF THE EAST END OF A HIGH EARTH BANK.  50 FEET
 AO0600'SOUTHEAST OF THE SOUTHEAST END OF A WOODEN GATE.  2 FEET WEST OF
 AO0600'A WHITE WITNESS POST.  AND IS IN A NORTHWEST-SOUTHEAST FENCE
 AO0600'LINE.
 AO0600'
 AO0600'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST APPROX.
 AO0600'0.8 MILE TO A WOODEN GATE AND THE LOCATION OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1186 ***********************************************************************
 AJ1186  DESIGNATION -  SAN DIEGO
 AJ1186  PID         -  AJ1186
 AJ1186  STATE/COUNTY-  TX/DUVAL
 AJ1186  USGS QUAD   -  SAN DIEGO (1963)
 AJ1186
 AJ1186                         *CURRENT SURVEY CONTROL
 AJ1186  ___________________________________________________________________
 AJ1186* NAD 83(1993)-  27 45 47.26050(N)    098 14 03.77396(W)     ADJUSTED  
 AJ1186* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 AJ1186  ___________________________________________________________________
 AJ1186  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AJ1186  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AJ1186
 AJ1186  HORZ ORDER  -  FIRST
 AJ1186
 AJ1186.The horizontal coordinates were established by classical geodetic methods
 AJ1186.and adjusted by the National Geodetic Survey in February 1996..
 AJ1186
 AJ1186.The orthometric height was scaled from a topographic map.
 AJ1186
 AJ1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1186
 AJ1186.The geoid height was determined by GEOID03.
 AJ1186
 AJ1186;                    North         East     Units Scale Factor Converg.
 AJ1186;SPC TX S     - 5,232,304.925   326,183.160   MT  0.99998298   +0 07 14.1
 AJ1186;SPC TX S     -17,166,320.41  1,070,152.58   sFT  0.99998298   +0 07 14.1
 AJ1186;UTM  14      - 3,071,198.094   575,442.774   MT  0.99967025   +0 21 24.0
 AJ1186
 AJ1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1186!SPC TX S     -   0.99998950  x   0.99998298  =   0.99997248
 AJ1186!UTM  14      -   0.99998950  x   0.99967025  =   0.99965976
 AJ1186
 AJ1186|---------------------------------------------------------------------|
 AJ1186| PID    Reference Object                     Distance      Geod. Az  |
 AJ1186|                                                           dddmmss.s |
 AJ1186| CV3410 SAN DIEGO RM 1                       34.713 METERS 04515     |
 AJ1186| CV3409 SAN DIEGO AZ MK                                    1101252.6 |
 AJ1186| AJ1190 SAN DIEGO DUVAL CO CTHSE TANK       125.912 METERS 23638     |
 AJ1186| AJ1187 SAN DIEGO COTTON GIN WTR TANK       219.061 METERS 33358     |
 AJ1186| CV3411 SAN DIEGO RM 2                       20.966 METERS 33622     |
 AJ1186|---------------------------------------------------------------------|
 AJ1186
 AJ1186                          SUPERSEDED SURVEY CONTROL
 AJ1186
 AJ1186  NAD 83(1986)-  27 45 47.26702(N)    098 14 03.75094(W) AD(       ) 1
 AJ1186  NAD 27      -  27 45 46.17400(N)    098 14 02.72800(W) AD(       ) 1
 AJ1186
 AJ1186.Superseded values are not recommended for survey control.
 AJ1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1186.See file dsdata.txt to determine how the superseded data were derived.
 AJ1186
 AJ1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7544371198(NAD 83)
 AJ1186_MARKER: DS = TRIANGULATION STATION DISK
 AJ1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1186
 AJ1186  HISTORY     - Date     Condition        Report By
 AJ1186  HISTORY     - 1935     MONUMENTED       CGS
 AJ1186  HISTORY     - 1961     MARK NOT FOUND   CGS
 AJ1186  HISTORY     - 1968     MARK NOT FOUND   CGS
 AJ1186
 AJ1186                          STATION DESCRIPTION
 AJ1186
 AJ1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1186'STATION IS LOCATED ON THE N-S COUNTY LINE BETWEEN DUVAL-JIM
 AJ1186'WELLS COUNTIES.  STATION MARK IS SET ON THE LOT OF FRANSCISCO
 AJ1186'AQUAYO WHICH IS DIAGONALLY OPPOSITE FROM THE DUVAL COUNTY
 AJ1186'COURT HOUSE IN SAN DIEGO ON THE NE CORNER OF A STREET INTERSECTION
 AJ1186'WITH STATE HIGHWAY 12.  MARK IS SET 9 FEET N OF E-W FENCE,
 AJ1186'43 FEET N OF CENTER LINE OF STATE HIGHWAY 12 AND 81 FEET E
 AJ1186'OF N-S STREET.  MARK IS SET FLUSH WITH THE GROUND.
 AJ1186'
 AJ1186'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1186'BRONZE DISKS SET IN CONCRETE.
 AJ1186'
 AJ1186'REFERENCE MARK NO. 1 IS NE OF STATION SET IN N-S FENCE LINE.
 AJ1186'
 AJ1186'REFERENCE MARK NO. 2 IS NW OF STATION SET IN N-S FENCE LINE.
 AJ1186'
 AJ1186'AZIMUTH MARK IS DISTANT 0.6 MILE.  TO REACH MARK GO E ON
 AJ1186'STATE HIGHWAY 12, 0.55 MILE TO ENTRANCE TO AIRPORT.  MARK
 AJ1186'IS SET IN N-S FENCE LINE 0.1 MILE S OF HANGAR.
 AJ1186'
 AJ1186'TO REACH STATION FROM THE POST OFFICE IN SAN DIEGO, GO N
 AJ1186'AND E ON STATE HIGHWAY 12 FOR 0.45 MILE OR TO COUNTY LINE.
 AJ1186'
 AJ1186'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1186
 AJ1186                          STATION RECOVERY (1961)
 AJ1186
 AJ1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 AJ1186'THE SITE OF THIS STATION IS NOW THE ENTRANCE AND PARKING AREA
 AJ1186'TO A CAFE AND TOURIST COURT.  NO EVIDENCE OF THE MARKS
 AJ1186'REMAINS.  THE SUB-SURFACE STATION MARK IS PROBABLY IN PLACE
 AJ1186'BUT HARDLY RECOVERABLE.
 AJ1186
 AJ1186                          STATION RECOVERY (1968)
 AJ1186
 AJ1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLP)
 AJ1186'STATION MARK NOT RECOVERED.  IT APPEARS THAT THE STATION AND
 AJ1186'REFERENCE MARK 2 HAVE BEEN EITHER DESTROYED OR COVERED UP.
 AJ1186'THE AREA WHERE THE STATION WAS IS NOW A PAVED PARKING LOT
 AJ1186'FOR A CAFE.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1191 ***********************************************************************
 AJ1191  DESIGNATION -  SAN DIEGO CATH CHURCH CROSS
 AJ1191  PID         -  AJ1191
 AJ1191  STATE/COUNTY-  TX/DUVAL
 AJ1191  USGS QUAD   -  SAN DIEGO (1963)
 AJ1191
 AJ1191                         *CURRENT SURVEY CONTROL
 AJ1191  ___________________________________________________________________
 AJ1191* NAD 83(1993)-  27 45 36.86592(N)    098 14 15.97133(W)     ADJUSTED  
 AJ1191* NAVD 88     -                                                        
 AJ1191  ___________________________________________________________________
 AJ1191  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AJ1191  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AJ1191
 AJ1191  HORZ ORDER  -  THIRD
 AJ1191
 AJ1191.The horizontal coordinates were established by classical geodetic methods
 AJ1191.and adjusted by the National Geodetic Survey in February 1996..
 AJ1191
 AJ1191
 AJ1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1191
 AJ1191.The geoid height was determined by GEOID03.
 AJ1191
 AJ1191;                    North         East     Units Scale Factor Converg.
 AJ1191;SPC TX S     - 5,231,984.266   325,849.839   MT  0.99998231   +0 07 08.6
 AJ1191;SPC TX S     -17,165,268.38  1,069,059.01   sFT  0.99998231   +0 07 08.6
 AJ1191;UTM  14      - 3,070,876.165   575,110.881   MT  0.99966963   +0 21 18.2
 AJ1191
 AJ1191                          SUPERSEDED SURVEY CONTROL
 AJ1191
 AJ1191  NAD 83(1986)-  27 45 36.87245(N)    098 14 15.94818(W) AD(       ) 4
 AJ1191  NAD 27      -  27 45 35.78000(N)    098 14 14.92600(W) AD(       ) 3
 AJ1191
 AJ1191.Superseded values are not recommended for survey control.
 AJ1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1191.See file dsdata.txt to determine how the superseded data were derived.
 AJ1191
 AJ1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7511170876(NAD 83)
 AJ1191_MARKER: 90 = CHURCH SPIRE
 AJ1191
 AJ1191  HISTORY     - Date     Condition        Report By
 AJ1191  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1191
 AJ1191                          STATION DESCRIPTION
 AJ1191
 AJ1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1191'POINT OBSERVED UPON IS TIP OF CROSS ON FRONT CENTER OF CATHOLIC
 AJ1191'CHURCH, STUCCO BUILDING, LOCATED 1 BLOCK E OF MAIN STREET.
 AJ1191'
 AJ1191'OBSERVED UPON FROM STATIONS PEREZ, BOOK AND SOTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1187 ***********************************************************************
 AJ1187  DESIGNATION -  SAN DIEGO COTTON GIN WTR TANK
 AJ1187  PID         -  AJ1187
 AJ1187  STATE/COUNTY-  TX/DUVAL
 AJ1187  USGS QUAD   -  SAN DIEGO (1963)
 AJ1187
 AJ1187                         *CURRENT SURVEY CONTROL
 AJ1187  ___________________________________________________________________
 AJ1187* NAD 83(1993)-  27 45 53.65536(N)    098 14 07.28426(W)     ADJUSTED  
 AJ1187* NAVD 88     -                                                        
 AJ1187  ___________________________________________________________________
 AJ1187  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AJ1187  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AJ1187
 AJ1187  HORZ ORDER  -  THIRD
 AJ1187
 AJ1187.The horizontal coordinates were established by classical geodetic methods
 AJ1187.and adjusted by the National Geodetic Survey in February 1996..
 AJ1187
 AJ1187
 AJ1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1187
 AJ1187.The geoid height was determined by GEOID03.
 AJ1187
 AJ1187;                    North         East     Units Scale Factor Converg.
 AJ1187;SPC TX S     - 5,232,501.567   326,086.629   MT  0.99998339   +0 07 12.5
 AJ1187;SPC TX S     -17,166,965.56  1,069,835.88   sFT  0.99998339   +0 07 12.5
 AJ1187;UTM  14      - 3,071,394.275   575,345.464   MT  0.99967007   +0 21 22.4
 AJ1187
 AJ1187                          SUPERSEDED SURVEY CONTROL
 AJ1187
 AJ1187  NAD 83(1986)-  27 45 53.66185(N)    098 14 07.26118(W) AD(       ) 4
 AJ1187  NAD 27      -  27 45 52.57000(N)    098 14 06.24100(W) AD(       ) 3
 AJ1187
 AJ1187.Superseded values are not recommended for survey control.
 AJ1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1187.See file dsdata.txt to determine how the superseded data were derived.
 AJ1187
 AJ1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7534571394(NAD 83)
 AJ1187_MARKER: 51 = TANK
 AJ1187
 AJ1187  HISTORY     - Date     Condition        Report By
 AJ1187  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1187
 AJ1187                          STATION DESCRIPTION
 AJ1187
 AJ1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1187'POINT OBSERVED UPON IS FINIAL ON TOP AND IN CENTER OF WOODEN
 AJ1187'WATER TANK IN FRONT OF COTTON GIN.  GIN IS LOCATED IN
 AJ1187'NORTHEASTERN PART OF SAN DIEGO, 1-1/2 BLOCKS N OF U.S. HIGHWAY
 AJ1187'12.
 AJ1187'
 AJ1187'STATION OBSERVED FROM SAN DIEGO, PEREZ, BOOK AND SOTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1190 ***********************************************************************
 AJ1190  DESIGNATION -  SAN DIEGO DUVAL CO CTHSE TANK
 AJ1190  PID         -  AJ1190
 AJ1190  STATE/COUNTY-  TX/DUVAL
 AJ1190  USGS QUAD   -  SAN DIEGO (1963)
 AJ1190
 AJ1190                         *CURRENT SURVEY CONTROL
 AJ1190  ___________________________________________________________________
 AJ1190* NAD 83(1993)-  27 45 45.01033(N)    098 14 07.61395(W)     ADJUSTED  
 AJ1190* NAVD 88     -                                                        
 AJ1190  ___________________________________________________________________
 AJ1190  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AJ1190  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AJ1190
 AJ1190  HORZ ORDER  -  THIRD
 AJ1190
 AJ1190.The horizontal coordinates were established by classical geodetic methods
 AJ1190.and adjusted by the National Geodetic Survey in February 1996..
 AJ1190
 AJ1190
 AJ1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1190
 AJ1190.The geoid height was determined by GEOID03.
 AJ1190
 AJ1190;                    North         East     Units Scale Factor Converg.
 AJ1190;SPC TX S     - 5,232,235.441   326,078.159   MT  0.99998283   +0 07 12.4
 AJ1190;SPC TX S     -17,166,092.44  1,069,808.09   sFT  0.99998283   +0 07 12.4
 AJ1190;UTM  14      - 3,071,128.199   575,338.093   MT  0.99967006   +0 21 22.1
 AJ1190
 AJ1190                          SUPERSEDED SURVEY CONTROL
 AJ1190
 AJ1190  NAD 83(1986)-  27 45 45.01687(N)    098 14 07.59084(W) AD(       ) 4
 AJ1190  NAD 27      -  27 45 43.92100(N)    098 14 06.57000(W) AD(       ) 3
 AJ1190
 AJ1190.Superseded values are not recommended for survey control.
 AJ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1190.See file dsdata.txt to determine how the superseded data were derived.
 AJ1190
 AJ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7533871128(NAD 83)
 AJ1190_MARKER: 51 = TANK
 AJ1190
 AJ1190  HISTORY     - Date     Condition        Report By
 AJ1190  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1190
 AJ1190                          STATION DESCRIPTION
 AJ1190
 AJ1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1190'POINT OBSERVED UPON WAS CENTER OF WOODEN TANK LOCATED IN REAR
 AJ1190'OF DUVAL COUNTY COURTHOUSE IN SAN DIEGO.  COURTHOUSE IS LOCATED
 AJ1190'ON U.S. HIGHWAY 12 IN NORTHEASTERN PORTION OF TOWN.
 AJ1190'
 AJ1190'STATION OBSERVED FROM SAN DIEGO, PEREZ, BOOK AND SOTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1189 ***********************************************************************
 AJ1189  DESIGNATION -  SAN DIEGO MUNICIPAL TANK
 AJ1189  PID         -  AJ1189
 AJ1189  STATE/COUNTY-  TX/DUVAL
 AJ1189  USGS QUAD   -  SAN DIEGO (1963)
 AJ1189
 AJ1189                         *CURRENT SURVEY CONTROL
 AJ1189  ___________________________________________________________________
 AJ1189* NAD 83(1993)-  27 45 30.14904(N)    098 14 30.16111(W)     ADJUSTED  
 AJ1189* NAVD 88     -                                                        
 AJ1189  ___________________________________________________________________
 AJ1189  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AJ1189  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AJ1189
 AJ1189  HORZ ORDER  -  THIRD
 AJ1189
 AJ1189.The horizontal coordinates were established by classical geodetic methods
 AJ1189.and adjusted by the National Geodetic Survey in February 1996..
 AJ1189
 AJ1189
 AJ1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1189
 AJ1189.The geoid height was determined by GEOID03.
 AJ1189
 AJ1189;                    North         East     Units Scale Factor Converg.
 AJ1189;SPC TX S     - 5,231,776.709   325,461.712   MT  0.99998188   +0 07 02.2
 AJ1189;SPC TX S     -17,164,587.42  1,067,785.63   sFT  0.99998188   +0 07 02.2
 AJ1189;UTM  14      - 3,070,667.077   574,723.733   MT  0.99966892   +0 21 11.5
 AJ1189
 AJ1189                          SUPERSEDED SURVEY CONTROL
 AJ1189
 AJ1189  NAD 83(1986)-  27 45 30.15561(N)    098 14 30.13797(W) AD(       ) 4
 AJ1189  NAD 27      -  27 45 29.06500(N)    098 14 29.11600(W) AD(       ) 3
 AJ1189
 AJ1189.Superseded values are not recommended for survey control.
 AJ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1189.See file dsdata.txt to determine how the superseded data were derived.
 AJ1189
 AJ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7472470667(NAD 83)
 AJ1189_MARKER: 53 = ELEVATED TANK
 AJ1189
 AJ1189  HISTORY     - Date     Condition        Report By
 AJ1189  HISTORY     - 1953     FIRST OBSERVED   CGS
 AJ1189
 AJ1189                          STATION DESCRIPTION
 AJ1189
 AJ1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1189'THE STATION IS A METAL TANK MOUNTED ATOP A SIX LEGGED TOWER.  IT IS
 AJ1189'LOCATED IN THE SOUTHWESTERN PART OF SAN DIEGO.  IT IS 0.05
 AJ1189'MILE WEST OF U.S. HIGHWAY 59 AND 0.1 MILE SOUTH OF SAN DIEGO
 AJ1189'CREEK.
 AJ1189'
 AJ1189'THE TOP OF THE STRUCTURE IS APPROXIMATELY 140 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1435 ***********************************************************************
 AE1435  DESIGNATION -  SAN ISIDRO SUN PLINE CO MAST
 AE1435  PID         -  AE1435
 AE1435  STATE/COUNTY-  TX/STARR
 AE1435  USGS QUAD   -  SAN ISIDRO (1993)
 AE1435
 AE1435                         *CURRENT SURVEY CONTROL
 AE1435  ___________________________________________________________________
 AE1435* NAD 83(1993)-  26 38 59.83919(N)    098 27 35.03023(W)     ADJUSTED  
 AE1435* NAVD 88     -                                                        
 AE1435  ___________________________________________________________________
 AE1435  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AE1435  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AE1435
 AE1435  HORZ ORDER  -  THIRD
 AE1435
 AE1435.The horizontal coordinates were established by classical geodetic methods
 AE1435.and adjusted by the National Geodetic Survey in February 1996..
 AE1435
 AE1435
 AE1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1435
 AE1435.The geoid height was determined by GEOID03.
 AE1435
 AE1435;                    North         East     Units Scale Factor Converg.
 AE1435;SPC TX S     - 5,108,941.174   304,008.887   MT  0.99991345   +0 01 05.8
 AE1435;SPC TX S     -16,761,584.50    997,402.49   sFT  0.99991345   +0 01 05.8
 AE1435;UTM  14      - 2,947,779.244   553,768.381   MT  0.99963569   +0 14 32.4
 AE1435
 AE1435                          SUPERSEDED SURVEY CONTROL
 AE1435
 AE1435  NAD 83(1986)-  26 38 59.84465(N)    098 27 34.99886(W) AD(       ) 4
 AE1435  NAD 27      -  26 38 58.63300(N)    098 27 33.93500(W) AD(       ) 3
 AE1435
 AE1435.Superseded values are not recommended for survey control.
 AE1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1435.See file dsdata.txt to determine how the superseded data were derived.
 AE1435
 AE1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5376847779(NAD 83)
 AE1435_MARKER: 42 = RADIO/TV MAST
 AE1435
 AE1435  HISTORY     - Date     Condition        Report By
 AE1435  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1435
 AE1435                          STATION DESCRIPTION
 AE1435
 AE1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1435'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 AE1435'7 MILES WEST OF PUERTO RICO, 4-1/2 MILES SOUTH OF SAN ISIDRO
 AE1435'AND ALONG THE NORTH SIDE OF FARM ROAD 2294.
 AE1435'
 AE1435'THE MAST IS A SLENDER STEEL STRUCTURE, PAINTED RED AND WHITE,
 AE1435'175 FEET HIGH.
 AE1435'
 AE1435'THIS STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1434 ***********************************************************************
 AE1434  DESIGNATION -  SAN ISIDRO US GOVT RADAR TOWER
 AE1434  PID         -  AE1434
 AE1434  STATE/COUNTY-  TX/STARR
 AE1434  USGS QUAD   -  SAN ISIDRO (1993)
 AE1434
 AE1434                         *CURRENT SURVEY CONTROL
 AE1434  ___________________________________________________________________
 AE1434* NAD 83(1993)-  26 38 53.05639(N)    098 27 41.03697(W)     ADJUSTED  
 AE1434* NAVD 88     -                                                        
 AE1434  ___________________________________________________________________
 AE1434  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AE1434  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AE1434
 AE1434  HORZ ORDER  -  THIRD
 AE1434
 AE1434.The horizontal coordinates were established by classical geodetic methods
 AE1434.and adjusted by the National Geodetic Survey in February 1996..
 AE1434
 AE1434
 AE1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1434
 AE1434.The geoid height was determined by GEOID03.
 AE1434
 AE1434;                    North         East     Units Scale Factor Converg.
 AE1434;SPC TX S     - 5,108,732.384   303,842.845   MT  0.99991365   +0 01 03.1
 AE1434;SPC TX S     -16,760,899.50    996,857.73   sFT  0.99991365   +0 01 03.1
 AE1434;UTM  14      - 2,947,569.865   553,603.202   MT  0.99963547   +0 14 29.7
 AE1434
 AE1434                          SUPERSEDED SURVEY CONTROL
 AE1434
 AE1434  NAD 83(1986)-  26 38 53.06183(N)    098 27 41.00560(W) AD(       ) 4
 AE1434  NAD 27      -  26 38 51.85000(N)    098 27 39.94100(W) AD(       ) 3
 AE1434
 AE1434.Superseded values are not recommended for survey control.
 AE1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1434.See file dsdata.txt to determine how the superseded data were derived.
 AE1434
 AE1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5360347570(NAD 83)
 AE1434_MARKER: 55 = TOWER
 AE1434
 AE1434  HISTORY     - Date     Condition        Report By
 AE1434  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1434
 AE1434                          STATION DESCRIPTION
 AE1434
 AE1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1434'THE STATION IS THE TOP CENTER OF THE TOWER WHICH IS APPROXIMATELY
 AE1434'7 MILES WEST OF PUERTO RICO, 4-1/2 MILES SOUTH OF SAN ISIDRO
 AE1434'AND ALONG THE SOUTH SIDE OF FARM ROAD 2294.
 AE1434'
 AE1434'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH A RADAR
 AE1434'SCREEN ON THE TOP AND IS APPROXIMATELY 75 FEET HIGH.
 AE1434'
 AE1434'THIS STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0430 ***********************************************************************
 AW0430  DESIGNATION -  SAN JACINTO
 AW0430  PID         -  AW0430
 AW0430  STATE/COUNTY-  TX/HARRIS
 AW0430  USGS QUAD   -  HIGHLANDS (1995)
 AW0430
 AW0430                         *CURRENT SURVEY CONTROL
 AW0430  ___________________________________________________________________
 AW0430* NAD 83(1993)-  29 47 34.01821(N)    095 03 24.59042(W)     ADJUSTED  
 AW0430* NAVD 88     -         9.99   (+/-2cm)      32.8    (feet)  VERTCON   
 AW0430  ___________________________________________________________________
 AW0430  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW0430  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0430
 AW0430  HORZ ORDER  -  FIRST
 AW0430  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0430
 AW0430.The horizontal coordinates were established by classical geodetic methods
 AW0430.and adjusted by the National Geodetic Survey in February 1996..
 AW0430
 AW0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0430.The vertical order pertains to the NGVD 29 superseded value.
 AW0430
 AW0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0430
 AW0430.The geoid height was determined by GEOID03.
 AW0430
 AW0430;                    North         East     Units Scale Factor Converg.
 AW0430;SPC TXSC     - 4,223,586.790   981,137.454   MT  0.99989507   +1 55 54.5
 AW0430;SPC TXSC     -13,856,884.33  3,218,948.46   sFT  0.99989507   +1 55 54.5
 AW0430;SPC TX C     - 3,026,079.752 1,210,025.326   MT  1.00010220   +2 43 03.8
 AW0430;SPC TX C     - 9,928,063.32  3,969,891.42   sFT  1.00010220   +2 43 03.8
 AW0430;UTM  15      - 3,297,597.903   301,190.825   MT  1.00008769   -1 01 20.3
 AW0430
 AW0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0430!SPC TXSC     -   1.00000271  x   0.99989507  =   0.99989778
 AW0430!SPC TX C     -   1.00000271  x   1.00010220  =   1.00010491
 AW0430!UTM  15      -   1.00000271  x   1.00008769  =   1.00009040
 AW0430
 AW0430|---------------------------------------------------------------------|
 AW0430| PID    Reference Object                     Distance      Geod. Az  |
 AW0430|                                                           dddmmss.s |
 AW0430| AW0429 SAN JACINTO RM 3                     61.990 METERS 04531     |
 AW0430| AW6215 CEDAR BAYOU J M HUBER CORP TK       APPROX.13.8 KM 0793856.2 |
 AW0430| AW6210 HOUSTON RAD STA KTRH MAST 4         APPROX.16.3 KM 0930425.8 |
 AW0430| AW6214 HOUSTON RAD STA KTRH MAST 3         APPROX.16.3 KM 0932158.6 |
 AW0430| AW6245 BAYTOWN RAD STA KREL CEN MAST       APPROX. 4.5 KM 1162659.4 |
 AW0430| AW6158 BAYTOWN RAD STA KRCT MAST           APPROX.13.4 KM 1232132.4 |
 AW0430| AW6169 GOOSE CREEK MUNICIPAL TANK          APPROX.10.9 KM 1282915.4 |
 AW0430| AW0431 SAN JACINTO RM 1                     37.463 METERS 12919     |
 AW0430| AW6152 PELLY MUNICIPAL TANK                APPROX.11.0 KM 1344235.2 |
 AW0430| AW6361 BAYTOWN WATER TANK                  APPROX. 8.4 KM 1445913.5 |
 AW0430| CV5998 BAYTOWN MUN TANK                                   1452550.6 |
 AW0430| AW6247 BAYTOWN WOOSTER MUNICIPAL TWR       APPROX. 4.7 KM 1471110.5 |
 AW0430| AW6343 BAYTOWN NE TRANSMISSION TOWER       APPROX. 7.5 KM 1560723.0 |
 AW0430| AW6330 BAYTOWN SW TRANSMISSION TOWER       APPROX. 7.7 KM 1584933.2 |
 AW0430| AW6387 LA PORTE MUNICIPAL TANK             APPROX.14.6 KM 1670639.5 |
 AW0430| AW3454 SAN JACINTO RM 4                     52.830 METERS 18946     |
 AW0430| AW3456 SAN JACINTO RM 2                    222.547 METERS 18946     |
 AW0430| CV6753 SAN JACINTO AZ MK                                  1952940.5 |
 AW0430| AW6224 HIGHLANDS MUNICIPAL TANK            APPROX. 2.5 KM 3571539.6 |
 AW0430|---------------------------------------------------------------------|
 AW0430
 AW0430                          SUPERSEDED SURVEY CONTROL
 AW0430
 AW0430  NAD 83(1986)-  29 47 34.03422(N)    095 03 24.57166(W) AD(       ) 1
 AW0430  NAD 27      -  29 47 33.22234(N)    095 03 23.82701(W) AD(       ) 1
 AW0430  NGVD 29 (??/??/92)    9.987  (m)           32.77   (f) ADJ UNCH    1 2
 AW0430
 AW0430.Superseded values are not recommended for survey control.
 AW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0430.See file dsdata.txt to determine how the superseded data were derived.
 AW0430
 AW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0119197598(NAD 83)
 AW0430_MARKER: DS = TRIANGULATION STATION DISK
 AW0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0430_STAMPING: SAN JACINTO 1931
 AW0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0430+STABILITY: SURFACE MOTION
 AW0430
 AW0430  HISTORY     - Date     Condition        Report By
 AW0430  HISTORY     - 1931     MONUMENTED       CGS
 AW0430  HISTORY     - 1937     GOOD             TXHD
 AW0430  HISTORY     - 1942     GOOD             CGS
 AW0430  HISTORY     - 1952     GOOD             CGS
 AW0430  HISTORY     - 1953     GOOD             CGS
 AW0430  HISTORY     - 1954     GOOD             CGS
 AW0430  HISTORY     - 1964     GOOD             CGS
 AW0430  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AW0430  HISTORY     - 1973     GOOD             NGS
 AW0430  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0430  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0430  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0430  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW0430
 AW0430                          STATION DESCRIPTION
 AW0430
 AW0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW0430'ABOUT 8 MILES S OF CROSBY, 6 MILES NW OF GOOSE CREEK, ON THE E
 AW0430'BANK OF THE SAN JACINTO RIVER, ON W SIDE OF ROAD, ABOUT 0.2
 AW0430'MILE N OF CROSSROADS JUST E OF BRIDGE OVER SAN JACINTO RIVER, ON
 AW0430'LAND BELONGING TO THE TRINITY PORTLAND CEMENT COMPANY OF HOUSTON,
 AW0430'JUST S OF A SHELL ROAD LEADING TO SOME HOUSES ON THE BANK OF THE
 AW0430'RIVER, 31.8 FEET W OF FENCE OF W OF ROAD, 141.2 FEET SE OF SE
 AW0430'CORNER OF HOUSE BELONGING TO THE WILLIAM GOEDEKE ESTATE, AND
 AW0430'54.7 FEET NE OF A DOUBLE OAK TREE.
 AW0430'
 AW0430'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW0430'SET IN CONCRETE.
 AW0430'
 AW0430'REFERENCE MARK 1 IS ON E SIDE OF ROAD, 16 FEET E OF DITCH ON
 AW0430'E SIDE OF ROAD, 10 FEET S OF OAK TREE WHICH IS PARTLY DECAYED ON
 AW0430'ITS NW SIDE, AND 123.0 FEET FROM STATION.
 AW0430'
 AW0430'REFERENCE MARK 2 IS 12 FEET E OF DITCH ON E SIDE OF ROAD, 44.3
 AW0430'FEET SW OF SW CORNER OF FIRST SMALL BUNGALOW N OF CROSSROADS,
 AW0430'60.7 FEET NW OF NW CORNER OF SMALL WHITE HOUSE WITH THREE
 AW0430'WINDOWS ON W SIDE, AND 0.1 MILE FROM STATION.
 AW0430'
 AW0430'STATION REACHED FROM U.S. HIGHWAY 90, 1 MILE S FROM CROSBY, BY
 AW0430'PAVED ROAD S ABOUT 7 MILES TO STATION.
 AW0430
 AW0430                          STATION RECOVERY (1937)
 AW0430
 AW0430'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW0430'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 AW0430'NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 AW0430
 AW0430                          STATION RECOVERY (1942)
 AW0430
 AW0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW0430'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW0430'CONDITION.
 AW0430'
 AW0430'STATION IS ABOUT 8 MILES S OF CROSBY, ABOUT 6 MILES NW OF
 AW0430'GOOSE CREEK, ABOUT 1.65 MILES S OF HIGHLANDS, 0.2 MILE N OF
 AW0430'MARKET STREET INTERSECTION AT SAN JACINTO, ON THE PROPERTY OF
 AW0430'TRINITY PORTLAND CEMENT COMPANY, JUST E OF BRIDGE OVER THE SAN
 AW0430'JACINTO RIVER, ON THE E BANK OF THE SAN JACINTO RIVER, 71.5
 AW0430'FEET W OF THE CENTER LINE OF THE CROSBY-LYNCHBURG ROAD, 66 FEET
 AW0430'S OF PRIVATE DRIVEWAY LEADING W TO HOUSES, 33 FEET W OF
 AW0430'RIGHT-OF-WAY FENCE, AND 4 FEET S OF A 4- BY 4-INCH WOODEN WITNESS
 AW0430'POST.
 AW0430'
 AW0430'STATION MARK IS STAMPED SAN JACINTO 1931 AND PROJECTS 0.7 FOOT.
 AW0430'
 AW0430'REFERENCE MARK 1 IS 123.6 FEET E OF THE STATION, 48 FEET N OF
 AW0430'THE CENTER LINE OF PRIVATE DRIVEWAY LEADING E, 44 FEET E OF THE
 AW0430'CENTER LINE OF CROSBY-LYNCHBURG ROAD, 28.8 FEET W OF THE NW
 AW0430'CORNER OF YELLOW FRAME HOUSE, AND IN THE YARD SURROUNDING THE
 AW0430'HOUSE.  IT IS STAMPED SAN JACINTO NO 1 1931 AND PROJECTS 0.7
 AW0430'FOOT.
 AW0430'
 AW0430'REFERENCE MARK 2 IS ABOUT 741 FEET SE OF THE STATION, ABOUT
 AW0430'312 FEET N OF THE CENTER OF INTERSECTION OF MARKET STREET WITH
 AW0430'CROSBY-LYNCHBURG ROAD, 32 FEET S OF CENTER LINE OF DRIVEWAY
 AW0430'LEADING E TO A WHITE FRAME HOUSE, AND 31.5 FEET E OF THE CENTER
 AW0430'LINE OF THE CROSBY-LYNCHBURG ROAD.  IT IS STAMPED SAN JACINTO NO
 AW0430'2 1931 AND PROJECTS ABOUT 0.5 FOOT.
 AW0430
 AW0430                          STATION RECOVERY (1952)
 AW0430
 AW0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW0430'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 AW0430'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW REFERENCE MARK
 AW0430'NO. 3 AND AZIMUTH MARK WERE ESTABLISHED.
 AW0430'
 AW0430'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW0430'
 AW0430'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF GOOSE CREEK
 AW0430'AND ABOUT 1.5 MILES SOUTH OF HIGHLANDS JUST EAST OF THE SAN
 AW0430'JACINTO RIVER NEAR THE NORTHEAST CORNER OF A BRUSH COVERED FIELD,
 AW0430'71 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD AND 64 FEET
 AW0430'SOUTH OF THE CENTER OF AN EAST-WEST DRIVEWAY.  IT IS STAMPED
 AW0430'SAN JACINTO 1931 AND PROJECTS 8 INCHES.
 AW0430'
 AW0430'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 47 FEET NORTH
 AW0430'OF THE CENTER OF A DRIVEWAY, 44 FEET EAST OF THE CENTER OF A
 AW0430'NORTH-SOUTH ROAD AND 10 FEET SOUTH OF A FENCE CORNER.  IT IS
 AW0430'STAMPED SAN JACINTO NO 1 1931 AND PROJECTS 5 INCHES.
 AW0430'
 AW0430'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 94 FEET NORTH
 AW0430'OF A POWER LINE POLE AND 44 FEET EAST OF THE CENTER OF A
 AW0430'NORTH-SOUTH ROAD.  IT IS STAMPED SAN JACINTO NO 2 1931 AND
 AW0430'PROJECTS 4 INCHES.
 AW0430'
 AW0430'REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK SET IN A DRILL
 AW0430'HOLE IN THE EAST HEADWALL OF A CONCRETE CULVERT, 19 FEET EAST
 AW0430'OF THE CENTER OF A NORTH-SOUTH ROAD.  IT IS STAMPED SAN JACINTO
 AW0430'NO 3 1931.
 AW0430'
 AW0430'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 35 FEET EAST OF THE
 AW0430'CENTER OF A NORTH-SOUTH ROAD, 3 FEET SOUTHWEST OF A POWER LINE
 AW0430'POLE AND 2 FEET NORTHWEST OF A WITNESS POST.  IT IS STAMPED SAN
 AW0430'JACINTO 1931 RESET 1952 AND IS FLUSH WITH THE GROUND SURFACE.
 AW0430'
 AW0430'TO REACH THE STATION FROM THE POST OFFICE IN HIGHLANDS, GO
 AW0430'SOUTH FOR 1.75 MILES TO A DRIVEWAY ON RIGHT AND STATION JUST
 AW0430'SOUTH AS DESCRIBED, CONTINUE SOUTH FOR 0.45 MILE TO AZIMUTH MARK
 AW0430'ON LEFT AS DESCRIBED.
 AW0430
 AW0430                          STATION RECOVERY (1953)
 AW0430
 AW0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 AW0430'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AW0430'ON LINE, GALVESTON VIA LA PORTE TO HOUSTON, TEXAS.  ON LITHOGRAPH
 AW0430'SHEET DATED 27 MAY 1944 AND REPRINTED 5 DECEMBER 1951.
 AW0430'
 AW0430'SAN JACINTO AZIMUTH 1952 IS 2.2 MILES NORTH ALONG THE CROSBY
 AW0430'AND LYNCHBURG ROAD FROM THE NORTHEAST FERRY LANDING AT LYNCHBURG,
 AW0430'0.25 MILE SOUTH OF A JUNCTION WITH MARKET STREET ROAD, 39 FEET
 AW0430'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 66 FEET
 AW0430'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 3 FEET
 AW0430'SOUTH OF A TELEPHONE POLE, 3 FEET WEST OF A FENCE CORNER, 2
 AW0430'FEET NORTH OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE
 AW0430'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AW0430'SAN JACINTO 1931 RESET 1952.
 AW0430'
 AW0430'SAN JACINTO R.M. 2 WAS DESTROYED BY HIGHWAY CONSTRUCTION.
 AW0430
 AW0430                          STATION RECOVERY (1954)
 AW0430
 AW0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW0430'RM 2 WAS DESTROYED DUE TO BEING IN THE WAY OF HIGHWAY CONSTRUCTION.
 AW0430'DISK RECOVERED AND FORWARDED TO WASHINGTON.  RM 4 WAS ESTABLISHED
 AW0430'IN PLACE OF THIS MARK.
 AW0430'
 AW0430'R.M. NO. 4 IS LOCATED 1.65 MILES S ALONG AN ASPHALT ROAD FROM THE
 AW0430'POST OFFICE AT HIGHLANDS, 173.4 FEET S OF TRIANGULATION SAN
 AW0430'JACINTO 1931, 45 FEET W OF THE CENTER LINE OF THE ASPHALT ROAD,
 AW0430'1.9 FEET W OF A REFERENCE POST, SET IN THE TOP OF A 3-FOOT
 AW0430'CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.  STAMPED
 AW0430'SAN JACINTO NO 4 1931.
 AW0430
 AW0430                          STATION RECOVERY (1964)
 AW0430
 AW0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0430'THIS MARK WAS RECOVERED AS DESCRIBED.
 AW0430'
 AW0430'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW0430'
 AW0430'R.M. 3 WAS RECOVERED AS DESCRIBED.
 AW0430'
 AW0430'R.M. 4 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW0430'
 AW0430'SAN JACINTO AZIMUTH 1931 RESET 1952 WAS RECOVERED AS DESCRIBED.
 AW0430
 AW0430                          STATION RECOVERY (1968)
 AW0430
 AW0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0430'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 3 AND THE
 AW0430'AZIMUTH MARK WERE RECOVERED AS DESCRIBED BY R.L.E. IN 1952.
 AW0430'REFERENCE MARK 4 HAS BEEN DESTROYED BY ROAD CONSTRUCTION.  THE
 AW0430'STATION IS DUE TO BE DESTROYED BY THE CONSTRUCTION OF THE TRINITY
 AW0430'RIVER FRESH WATER CANAL.  NO OBERSERVATIONS WERE MADE FROM THIS
 AW0430'STATION AND SAN JACINTO 2 1968 WAS ESTABLISHED.  A TRAVERSE
 AW0430'CONNECTION WAS MADE TO SAN JACINTO 2, THE DISTANCE BEING
 AW0430'(199.38 FT.) OR 60.771 METERS.
 AW0430'
 AW0430'NOTE--SEE DESCRIPTION FOR SAN JACINTO 2 FOR FUTURE USE.
 AW0430
 AW0430                          STATION RECOVERY (1973)
 AW0430
 AW0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0430'1.1 MI S FROM HIGHLANDS.
 AW0430'ABOUT 1.1 MILES SOUTH ALONG CROSBY-LYNCHBURG RD. FROM THE POST OFFICE
 AW0430'AT HIGHLANDS, THENCE 0.1 MILE NORTH OF THE NORTH END OF THE I-10
 AW0430'UNDERPASS, WEST OF THE WEST LANE OF FARM RD. 1200, 29 FEET SOUTH OF A
 AW0430'24-INCH OAK TREE, 66 FEET SOUTH OF A DRIVEWAY, 51 FEET SOUTH OF A
 AW0430'POWER POLE BEARING A TRANSFORMER, 203 FEET SOUTHWEST OF AND ACROSS
 AW0430'FROM FARM ROAD 1200 FROM SAN JACINTO NO 3, 123.6 FEET WEST OF AND
 AW0430'ACROSS FROM THE ROAD FROM SAN JACINTO NO 1, AND 1.2 FEET WEST OF A
 AW0430'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IS A
 AW0430'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 AW0430'PROJECTING 2 INCHES.
 AW0430
 AW0430                          STATION RECOVERY (1978)
 AW0430
 AW0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0430'NOT RECOVERED.  NOTE=A CANAL IS NOW AT THIS LOCATION.
 AW0430
 AW0430                          STATION RECOVERY (1987)
 AW0430
 AW0430'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0430'MARK NOT FOUND.
 AW0430
 AW0430                          STATION RECOVERY (1987)
 AW0430
 AW0430'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0430'MARK NOT FOUND.
 AW0430
 AW0430                          STATION RECOVERY (1994)
 AW0430
 AW0430'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1813 ***********************************************************************
 FL1813  DESIGNATION -  SAN JACINTO
 FL1813  PID         -  FL1813
 FL1813  STATE/COUNTY-  TX/POTTER
 FL1813  USGS QUAD   -  AMARILLO WEST (1973)
 FL1813
 FL1813                         *CURRENT SURVEY CONTROL
 FL1813  ___________________________________________________________________
 FL1813* NAD 83(1993)-  35 12 21.83156(N)    101 53 52.53092(W)     ADJUSTED  
 FL1813* NAVD 88     -      1124.9    (meters)    3691.     (feet)  VERTCON   
 FL1813  ___________________________________________________________________
 FL1813  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FL1813  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FL1813
 FL1813  HORZ ORDER  -  SECOND
 FL1813
 FL1813.The horizontal coordinates were established by classical geodetic methods
 FL1813.and adjusted by the National Geodetic Survey in February 1996..
 FL1813
 FL1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1813
 FL1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1813
 FL1813.The geoid height was determined by GEOID03.
 FL1813
 FL1813;                    North         East     Units Scale Factor Converg.
 FL1813;SPC TX N     - 1,133,869.593   163,768.515   MT  0.99991767   -0 13 50.2
 FL1813;SPC TX N     - 3,720,037.16    537,297.20   sFT  0.99991767   -0 13 50.2
 FL1813;UTM  14      - 3,899,743.458   236,186.163   MT  1.00045781   -1 40 18.0
 FL1813
 FL1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1813!SPC TX N     -   0.99982753  x   0.99991767  =   0.99974522
 FL1813!UTM  14      -   0.99982753  x   1.00045781  =   1.00028526
 FL1813
 FL1813|---------------------------------------------------------------------|
 FL1813| PID    Reference Object                     Distance      Geod. Az  |
 FL1813|                                                           dddmmss.s |
 FL1813| FL1814 AMARILLO MR DUNNS WATER TANK        363.509 METERS 07200     |
 FL1813| CJ8394 SAN JACINTO RM 2                     28.540 METERS 09300     |
 FL1813| CJ8391 SAN JACINTO AZ MK                                  2435836.5 |
 FL1813| CJ8392 SAN JACINTO AZ MK 2                                3352514.9 |
 FL1813| CJ8393 SAN JACINTO RM 1                     29.335 METERS 35842     |
 FL1813|---------------------------------------------------------------------|
 FL1813
 FL1813                          SUPERSEDED SURVEY CONTROL
 FL1813
 FL1813  NAD 83(1986)-  35 12 21.83885(N)    101 53 52.52215(W) AD(       ) 2
 FL1813  NAD 27      -  35 12 21.65500(N)    101 53 50.84700(W) AD(       ) 2
 FL1813  NGVD 29 (07/19/86) 1124.4    (m)         3689.     (f) VERT ANG       
 FL1813
 FL1813.Superseded values are not recommended for survey control.
 FL1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1813.See file dsdata.txt to determine how the superseded data were derived.
 FL1813
 FL1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3618699743(NAD 83)
 FL1813_MARKER: DS = TRIANGULATION STATION DISK
 FL1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1813
 FL1813  HISTORY     - Date     Condition        Report By
 FL1813  HISTORY     - 1935     MONUMENTED       CGS
 FL1813  HISTORY     - 1950     GOOD             CGS
 FL1813  HISTORY     - 1951     GOOD             CGS
 FL1813  HISTORY     - 1955     GOOD             CGS
 FL1813  HISTORY     - 1956     GOOD             CGS
 FL1813  HISTORY     - 1958     GOOD             TXHD
 FL1813  HISTORY     - 1966     GOOD             LOCSUR
 FL1813
 FL1813                          STATION DESCRIPTION
 FL1813
 FL1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FL1813'THE STATION IS 3.7 MILES W OF THE POTTER COUNTY COURTHOUSE IN
 FL1813'AMARILLO, 1/4 MILE W OF A LARGE 3-STORY BRICK HOUSE, WHICH
 FL1813'HAS A TALL, SILVER COLORED WATER TANK IN THE YARD, AND 0.3 MILE W
 FL1813'OF THE CITY LIMIT.  STATION MARK LIES 27-1/2 FEET N OF THE CENTER
 FL1813'LINE OF U.S. HIGHWAY 66 AND 8 FEET NNE OF A LONE SE FENCE
 FL1813'CORNER.  IT PROJECTS 6 INCHES.
 FL1813'
 FL1813'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FL1813'BRONZE DISKS SET IN CONCRETE.
 FL1813'
 FL1813'REFERENCE MARK NO. 1 IS N OF THE STATION AND LIES 2 FEET E OF
 FL1813'A N-S FENCE, (N FROM THE ABOVE MENTIONED SE FENCE CORNER),
 FL1813'AND 124 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 66.  IT
 FL1813'PROJECTS 6 INCHES.
 FL1813'
 FL1813'REFERENCE MARK NO. 2 IS E OF THE STATION AND LIES 98 FEET E
 FL1813'OF THE ABOVE N-S FENCE, ALSO 35 FEET N OF THE HIGHWAY.  IT
 FL1813'PROJECTS 8 INCHES.
 FL1813'
 FL1813'THE AZIMUTH MARK IS SE OF THE STATION ALONG U.S. HIGHWAY 66,
 FL1813'41 FEET E OF THE CENTER LINE OF THE ABOVE MENTIONED HIGHWAY,
 FL1813'WHERE IT TURNS S IN A COMPARATIVELY SLOW CURVE.  THE MARK IS
 FL1813'LOCATED 1-1/2 FEET NE OF A FENCE T-INTERSECTION (STEM S) AND
 FL1813'0.15 MILE NNE OF A LONG, LOW FARM BUILDING (YELLOW).  IT
 FL1813'PROJECTS 8 INCHES.
 FL1813'
 FL1813'THE STATION MAY BE REACHED FROM THE POTTER COUNTY COURTHOUSE
 FL1813'BY GOING WESTERLY ON U.S. HIGHWAY 66 3.7 MILES, PASSING THE
 FL1813'AMARILLO CITY LIMIT AT 3.4 MILES.
 FL1813'
 FL1813'A 4-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 FL1813
 FL1813                          STATION RECOVERY (1950)
 FL1813
 FL1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 FL1813'MARK- RECOVERED AS DESCRIBED
 FL1813'
 FL1813'R.M. 1- RECOVERED AS DESCRIBED
 FL1813'
 FL1813'R.M. 2- RECOVERED AS DESCRIBED
 FL1813'
 FL1813'AZIMUTH MARKER- DESTROYED (FOUND OUT OF THE GROUND AND ON ITS
 FL1813'SIDE)
 FL1813
 FL1813                          STATION RECOVERY (1951)
 FL1813
 FL1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1813'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  THE
 FL1813'AZIMUTH MARK HAS BEEN DESTROYED AND A NEW ONE WAS ESTABLISHED.
 FL1813'A COMPLETE NEW DESCRIPTION FOLLOWS.
 FL1813'
 FL1813'STATION IS LOCATED 3.7 MILES WEST OF THE POTTER COUNTY COURT
 FL1813'HOUSE IN AMARILLO, 1/4 MILE WEST OF A LARGE THREE STORY BRICK
 FL1813'HOUSE, WITH A TALL, SILVER COLORED WATER TANK IN THE YARD, AND
 FL1813'0.3 MILE WEST OF THE AMARILLO CITY LIMIT.
 FL1813'
 FL1813'STATION, STAMPED SAN JACINTO 1935, IS A STANDARD USC AND GS
 FL1813'BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FL1813'THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 41.5
 FL1813'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 66, AND 12.0 FEET
 FL1813'NORTHWEST OF A FENCE CORNER.
 FL1813'
 FL1813'AZIMUTH MARK, STAMPED SAN JACINTO 1935 1951 IS A STANDARD
 FL1813'USC AND GS BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE
 FL1813'CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES.  IT IS SOUTHEAST
 FL1813'OF THE JUNCTION OF TWO FOUR LANE HIGHWAYS, 62, FEET EAST OF
 FL1813'THE CENTER LINE OF HIGHWAY, AND 2 FEET EAST OF A FENCE CORNER.
 FL1813'TO REACH FROM STATION GO NORTH FOR 0.2 MILE.  TURN RIGHT (NORTH)
 FL1813'AND GO 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF
 FL1813'HIGHWAY.
 FL1813'
 FL1813'R.M. 1, STAMPED SAN JACINTO NO 1 1935, IS A STANDARD USC AND GS
 FL1813'BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FL1813'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT THE
 FL1813'SAME ELEVATION AS THE STATION, AND 8 FEET WEST OF A WOVEN WIRE
 FL1813'FENCE.
 FL1813'
 FL1813'R.M. 2, STAMPED SAN JACINTO NO 2 1935, IS A STANDARD USC AND GS
 FL1813'BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FL1813'THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT
 FL1813'THE SAME ELEVATION AS THE STATION, AND 4 FEET NORTH OF A WOVEN
 FL1813'WIRE FENCE.
 FL1813'
 FL1813'STATION IS REACHED AS FOLLOWS--FROM THE POTTER COUNTY COURTHOUSE,
 FL1813'IN AMARILLO, GO WEST ON U.S. HIGHWAY 66 FOR 3.4 MILES TO THE
 FL1813'AMARILLO CITY LIMIT.  CONTINUE WEST FOR 0.3 MILE TO STATION
 FL1813'ON THE NORTH SIDE OF HIGHWAY AT FENCE CORNER.  IT IS ABOUT 0.15
 FL1813'MILE EAST OF THE SUNSET DRIVE IN THEATRE.
 FL1813
 FL1813                          STATION RECOVERY (1955)
 FL1813
 FL1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CW)
 FL1813'THIS STATION WAS STILL IN GOOD CONDITION IN 1955.  THE AZIMUTH
 FL1813'MARKER IS GONE.  THE REFERENCE MARKERS ARE STILL IN PLACE.
 FL1813'
 FL1813'THE STATION IS VISIBLE ONLY FROM THE NORTH DUE TO SIGN BOARDS
 FL1813'AND BUILDINGS.
 FL1813
 FL1813                          STATION RECOVERY (1956)
 FL1813
 FL1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1813'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1813'IN GOOD CONDITION.  THE STATION IS 40 FEET NORTH OF INTERSECTION
 FL1813'OF LOOP 279 (W. 9TH AVE.) AND S. CLYDE STREET IN WEST PART OF
 FL1813'AMARILLO.  TO REACH THE STATION FROM THE POTTER COUNTY
 FL1813'COURTHOUSE (S. FILLMORE ST. AND 6TH AVE.), GO WEST ON LOOP 279
 FL1813'(6TH AVE.) FOR 3.76 MILES TO S. CLYDE ST. ON LEFT AND STATION
 FL1813'40 FEET TO RIGHT.
 FL1813
 FL1813                          STATION RECOVERY (1958)
 FL1813
 FL1813'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1958
 FL1813'STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FL1813'DESCRIPTION FOR THE AZIMUTH MARK SHOULD READ--
 FL1813'
 FL1813'GO WEST (INSTEAD OF NORTH) 0.2 MILE, TURN NORTH 0.5 MILE.
 FL1813
 FL1813                          STATION RECOVERY (1966)
 FL1813
 FL1813'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 FL1813'STATION RECOVERED BY BUCE AND GUNN INC. DALLAS
 FL1813'
 FL1813'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 FL1813'IN GOOD CONDITION.  THE DIRECTIONS FOR PROCEEDING TO THE
 FL1813'STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3455 ***********************************************************************
 AW3455  DESIGNATION -  SAN JACINTO 2
 AW3455  PID         -  AW3455
 AW3455  STATE/COUNTY-  TX/HARRIS
 AW3455  USGS QUAD   -  HIGHLANDS (1995)
 AW3455
 AW3455                         *CURRENT SURVEY CONTROL
 AW3455  ___________________________________________________________________
 AW3455* NAD 83(1993)-  29 47 32.27677(N)    095 03 25.65615(W)     ADJUSTED  
 AW3455* NAVD 88     -         9.87   (+/-2cm)      32.4    (feet)  VERTCON   
 AW3455  ___________________________________________________________________
 AW3455  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW3455  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW3455
 AW3455  HORZ ORDER  -  FIRST
 AW3455  VERT ORDER  -  THIRD (See Below)
 AW3455
 AW3455.The horizontal coordinates were established by classical geodetic methods
 AW3455.and adjusted by the National Geodetic Survey in February 1996..
 AW3455
 AW3455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3455.The vertical order pertains to the NGVD 29 superseded value.
 AW3455
 AW3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3455
 AW3455.The geoid height was determined by GEOID03.
 AW3455
 AW3455;                    North         East     Units Scale Factor Converg.
 AW3455;SPC TXSC     - 4,223,532.240   981,110.658   MT  0.99989500   +1 55 54.0
 AW3455;SPC TXSC     -13,856,705.36  3,218,860.55   sFT  0.99989500   +1 55 54.0
 AW3455;UTM  15      - 3,297,544.797   301,161.247   MT  1.00008784   -1 01 20.8
 AW3455
 AW3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3455!SPC TXSC     -   1.00000273  x   0.99989500  =   0.99989773
 AW3455!UTM  15      -   1.00000273  x   1.00008784  =   1.00009057
 AW3455
 AW3455|---------------------------------------------------------------------|
 AW3455| PID    Reference Object                     Distance      Geod. Az  |
 AW3455|                                                           dddmmss.s |
 AW3455| AW0430 SAN JACINTO                          60.782 METERS 02806     |
 AW3455| AW3457 SAN JACINTO 2 RM 5                   25.693 METERS 02830     |
 AW3455| CV6754 SAN JACINTO 2 RM 6                   21.792 METERS 31549     |
 AW3455|---------------------------------------------------------------------|
 AW3455
 AW3455                          SUPERSEDED SURVEY CONTROL
 AW3455
 AW3455  NAD 83(1986)-  29 47 32.29245(N)    095 03 25.63761(W) AD(       ) 1
 AW3455  NAD 27      -  29 47 31.48089(N)    095 03 24.89272(W) AD(       ) 1
 AW3455  NGVD 29 (01/29/03)    9.87   (m)           32.4    (f) RESET       3  
 AW3455
 AW3455.Superseded values are not recommended for survey control.
 AW3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3455.See file dsdata.txt to determine how the superseded data were derived.
 AW3455
 AW3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0116197545(NAD 83)
 AW3455_MARKER: DS = TRIANGULATION STATION DISK
 AW3455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3455_STAMPING: SAN JACINTO 2 1968
 AW3455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3455+STABILITY: SURFACE MOTION
 AW3455
 AW3455  HISTORY     - Date     Condition        Report By
 AW3455  HISTORY     - 1968     MONUMENTED       CGS
 AW3455  HISTORY     - 1968     GOOD             CGS
 AW3455  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3455  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW3455  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW3455
 AW3455                          STATION DESCRIPTION
 AW3455
 AW3455'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW3455'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST-NORTHEAST OF
 AW3455'CHANNELVIEW, 1-1/2 MILES SOUTH OF HIGHLAND, 1-1/4 MILES
 AW3455'NORTH-NORTHWEST OF THE NORTH END OF BURNETT BAY AND ON ROAD
 AW3455'RIGHT-OF-WAY.
 AW3455'
 AW3455'TO REACH THE STATION FROM THE POST OFFICE IN HIGHLAND, GO SOUTH ON
 AW3455'THE CROSBY-LYNCHBURG ROAD FOR 1.7 MILES TO THE STATION ON THE RIGHT.
 AW3455'
 AW3455'THE STATION MARK IS A STANDARD DISK STAMPED SAN JACINTO 2 1968, SET
 AW3455'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW3455'GROUND.  IT IS 53 FEET WEST-NORTHWEST OF THE CENTER OF THE SOUTH
 AW3455'BOUND LANES OF THE CROSBY-LYNCHBURG ROAD, 43.2 FEET NORTH OF THE
 AW3455'NORTH END OF A CONCRETE CULVERT, 10.8 FEET SOUTHEAST OF A 10-INCH
 AW3455'TREE WITH A TRIANGULAR BLAZE AND 4.3 FEET SOUTH OF A METAL
 AW3455'WITNESS POST.
 AW3455'
 AW3455'REFERENCE MARK 5 IS A STANDARD DISK STAMPED SAN JACINTO 2 NO 5 1968,
 AW3455'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW3455'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 80.5 FEET
 AW3455'NORTH-NORTHEAST OF THE METAL WITNESS POST AND 46 FEET
 AW3455'WEST-NORTHWEST OF THE CENTER OF THE SOUTH BOUND LANES OF THE
 AW3455'CROSBY-LYNCHBURG ROAD.
 AW3455'
 AW3455'REFERENCE MARK 6 IS A STANDARD DISK STAMPED SAN JACINTO 2 NO 6 1968,
 AW3455'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW3455'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 68.4 FEET NORTHWEST OF
 AW3455'THE METAL WITNESS POST AND 61 FEET NORTHWEST OF THE 10-INCH
 AW3455'TRIANGULAR BLAZED TREE.
 AW3455'
 AW3455'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SAN JACINTO 1931 RESET
 AW3455'1952, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 AW3455'WITH THE GROUND.  IT IS 68.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AW3455'OF A RED BRICK HOUSE (NUMBER 214), 38 FEET EAST OF THE CENTER OF
 AW3455'THE CROSBY-LYNCHBURG ROAD, 3.3 FEET SOUTHWEST OF POWER LINE POLE
 AW3455'NO.  55820-214 AND 2.5 FEET NORTHWEST OF A BOARD FENCE CORNER
 AW3455'POST.
 AW3455'
 AW3455'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST ON
 AW3455'THE CROSBY-LYNCHBURG ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 AW3455'
 AW3455'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 AW3455
 AW3455                          STATION RECOVERY (1968)
 AW3455
 AW3455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 AW3455'1.65 MI S FROM HIGHLANDS.
 AW3455'ABOUT 1.65 MILES SOUTH ALONG THE CROSBY- LYNCHBURG ROAD FROM THE POST
 AW3455'OFFICE AT HIGHLANDS, 53 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 AW3455'SOUTH BOUND LANES OF THE CROSBY-LYNCHBURG ROAD, 43.2 FEET NORTH OF THE
 AW3455'NORTH END OF A CONCRETE CULVERT, 10.8 FEET SOUTHEAST OF A 10 INCH TREE
 AW3455'WITH A TRIANGULAR BLAZE, 4.3 FEET SOUTH OF A METAL WITNESS POST, SET
 AW3455'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW3455
 AW3455                          STATION RECOVERY (1973)
 AW3455
 AW3455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3455'MARK NOT FOUND.
 AW3455
 AW3455                          STATION RECOVERY (1997)
 AW3455
 AW3455'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3455'MARK NOT FOUND.
 AW3455
 AW3455                          STATION RECOVERY (2004)
 AW3455
 AW3455'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0939 ***********************************************************************
 AW0939  DESIGNATION -  SAN JACINTO AZ MK RESET
 AW0939  PID         -  AW0939
 AW0939  STATE/COUNTY-  TX/HARRIS
 AW0939  USGS QUAD   -  HIGHLANDS (1995)
 AW0939
 AW0939                         *CURRENT SURVEY CONTROL
 AW0939  ___________________________________________________________________
 AW0939* NAD 83(1986)-  29 47 13.     (N)    095 03 33.     (W)     SCALED    
 AW0939* NAVD 88     -         8.917  (meters)      29.26   (feet)  ADJUSTED  
 AW0939  ___________________________________________________________________
 AW0939  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0939  DYNAMIC HT  -           8.905 (meters)      29.22  (feet)  COMP
 AW0939  MODELED GRAV-     979,289.9   (mgal)                       NAVD 88
 AW0939
 AW0939  VERT ORDER  -  FIRST     CLASS II
 AW0939
 AW0939.The horizontal coordinates were scaled from a topographic map and have
 AW0939.an estimated accuracy of +/- 6 seconds.
 AW0939
 AW0939.The orthometric height was determined by differential leveling
 AW0939.and adjusted by the National Geodetic Survey in June 1991..
 AW0939
 AW0939.The geoid height was determined by GEOID03.
 AW0939
 AW0939.The dynamic height is computed by dividing the NAVD 88
 AW0939.geopotential number by the normal gravity value computed on the
 AW0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0939.degrees latitude (g = 980.6199 gals.).
 AW0939
 AW0939.The modeled gravity was interpolated from observed gravity values.
 AW0939
 AW0939;                    North         East    Units  Estimated Accuracy
 AW0939;SPC TXSC     - 4,222,930.      980,930.      MT  (+/- 180 meters Scaled)
 AW0939
 AW0939                          SUPERSEDED SURVEY CONTROL
 AW0939
 AW0939  NGVD 29 (12/23/87)    8.915  (m)           29.25   (f) ADJUSTED    1 2
 AW0939
 AW0939.Superseded values are not recommended for survey control.
 AW0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0939.See file dsdata.txt to determine how the superseded data were derived.
 AW0939
 AW0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN009969(NAD 83)
 AW0939_MARKER: DZ = AZIMUTH MARK DISK
 AW0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0939_SP_SET: CONCRETE POST
 AW0939_STAMPING: SAN JACINTO 1931 RESET 1952
 AW0939_MARK LOGO: CGS   
 AW0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0939+STABILITY: SURFACE MOTION
 AW0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0939+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0939
 AW0939  HISTORY     - Date     Condition        Report By
 AW0939  HISTORY     - 1952     MONUMENTED       CGS
 AW0939  HISTORY     - 1959     GOOD             NGS
 AW0939  HISTORY     - 1968     GOOD             NGS
 AW0939  HISTORY     - 1978     GOOD             NGS
 AW0939  HISTORY     - 1986     GOOD             NGS
 AW0939  HISTORY     - 19970927 GOOD             USPSQD
 AW0939  HISTORY     - 20040317 GOOD             USPSQD
 AW0939
 AW0939                          STATION DESCRIPTION
 AW0939
 AW0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW0939'2.1 MI NE FROM LYNCHBURG.
 AW0939'ABOUT 2.1 MILES NORTHEAST ALONG THE CROSBY-LYNCHBURG ROAD FROM THE
 AW0939'NORTH FERRY LANDING AT LYNCHBURG, 39 FEET EAST OF THE CENTER LINE OF
 AW0939'THE ROAD, ABOUT 0.2 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY 73
 AW0939'WHICH IS TO BE INTERSTATE 10, ABOUT 0.4 MILE SOUTH OF TRIANGULATION
 AW0939'STATION SAN JACINTO, 66 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AW0939'BRICK HOUSE,2 1/2 FEET SOUTH OF A POWER POLE, 3 FEET WEST OF A FENCE
 AW0939'CORNER, 2 FEET NORTH OF A WOODEN WITNESS POST, AND IN THE TOP OF A
 AW0939'CONCRETE POST FLUSH WITH THE GROUND.
 AW0939
 AW0939                          STATION RECOVERY (1968)
 AW0939
 AW0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW0939'RECOVERED IN GOOD CONDITION.
 AW0939
 AW0939                          STATION RECOVERY (1978)
 AW0939
 AW0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0939'RECOVERED IN GOOD CONDITION.
 AW0939
 AW0939                          STATION RECOVERY (1986)
 AW0939
 AW0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0939'RECOVERED IN GOOD CONDITION.
 AW0939
 AW0939                          STATION RECOVERY (1997)
 AW0939
 AW0939'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0939'RECOVERED IN GOOD CONDITION.
 AW0939
 AW0939                          STATION RECOVERY (2004)
 AW0939
 AW0939'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6290 ***********************************************************************
 AW6290  DESIGNATION -  SAN JACINTO BATTLEFIELD MON
 AW6290  PID         -  AW6290
 AW6290  STATE/COUNTY-  TX/HARRIS
 AW6290  USGS QUAD   -  LA PORTE (1982)
 AW6290
 AW6290                         *CURRENT SURVEY CONTROL
 AW6290  ___________________________________________________________________
 AW6290* NAD 83(1993)-  29 44 59.47092(N)    095 04 50.52365(W)     ADJUSTED  
 AW6290* NAVD 88     -                                                        
 AW6290  ___________________________________________________________________
 AW6290  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6290  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6290
 AW6290  HORZ ORDER  -  THIRD
 AW6290
 AW6290.The horizontal coordinates were established by classical geodetic methods
 AW6290.and adjusted by the National Geodetic Survey in February 1996..
 AW6290
 AW6290
 AW6290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6290
 AW6290.The geoid height was determined by GEOID03.
 AW6290
 AW6290;                    North         East     Units Scale Factor Converg.
 AW6290;SPC TXSC     - 4,218,753.709   978,990.498   MT  0.99988938   +1 55 12.4
 AW6290;SPC TXSC     -13,841,027.79  3,211,904.66   sFT  0.99988938   +1 55 12.4
 AW6290;UTM  15      - 3,292,880.917   298,797.209   MT  1.00009951   -1 01 58.2
 AW6290
 AW6290                          SUPERSEDED SURVEY CONTROL
 AW6290
 AW6290  NAD 83(1986)-  29 44 59.48620(N)    095 04 50.50486(W) AD(       ) 4
 AW6290  NAD 27      -  29 44 58.66866(N)    095 04 49.75568(W) AD(       ) 3
 AW6290
 AW6290.Superseded values are not recommended for survey control.
 AW6290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6290.See file dsdata.txt to determine how the superseded data were derived.
 AW6290
 AW6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9879792881(NAD 83)
 AW6290_MARKER: 70 = MONUMENT
 AW6290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW6290+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2003
 AW6290
 AW6290  HISTORY     - Date     Condition        Report By
 AW6290  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6290  HISTORY     - 1952     GOOD             CGS
 AW6290  HISTORY     - 1955     GOOD             CGS
 AW6290  HISTORY     - 1963     GOOD             CGS
 AW6290  HISTORY     - 1968     GOOD             CGS
 AW6290  HISTORY     - 19931123 GOOD             USPSQD
 AW6290  HISTORY     - 20030213 GOOD             USPSQD
 AW6290  HISTORY     - 20040325 GOOD             USPSQD
 AW6290
 AW6290                          STATION DESCRIPTION
 AW6290
 AW6290'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6290'THIS INTERSECTION STATION IS JUST SE OF LYNCHBURG AND ABOUT
 AW6290'10 MILES ENE OF PASADENA ON THE SAN JACINTO BATTLEFIELD.
 AW6290'
 AW6290'STATION IS A TAN STONE MONUMENT, ABOUT 580 FEET HIGH AND IS
 AW6290'PYRAMIDAL SHAPED NEAR THE TOP WITH THE STAR SYMBOL OF TEXAS
 AW6290'AT THE APEX.
 AW6290'
 AW6290'THE POINT LOCATED WAS THE TOP OF THE POINT OF THE STAR.
 AW6290
 AW6290                          STATION RECOVERY (1952)
 AW6290
 AW6290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6290'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AW6290'IS COMPLETE.
 AW6290
 AW6290                          STATION RECOVERY (1955)
 AW6290
 AW6290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6290'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AW6290'IS ADEQUATE AND COMPLETE.
 AW6290
 AW6290                          STATION RECOVERY (1963)
 AW6290
 AW6290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6290'INTERSECTION STATION RECOVERED AS DESCRIBED.  THE POINT
 AW6290'OBSERVED UPON WAS THE TOP OF THE STAR ATOP THE MONUMENT.
 AW6290
 AW6290                          STATION RECOVERY (1968)
 AW6290
 AW6290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6290'THE STATION WAS RECOVERED AS DESCRIBED BY F.B.Q. IN 1942.
 AW6290
 AW6290                          STATION RECOVERY (1993)
 AW6290
 AW6290'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6290'RECOVERED IN GOOD CONDITION.
 AW6290
 AW6290                          STATION RECOVERY (2003)
 AW6290
 AW6290'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AW6290'RECOVERED IN GOOD CONDITION.
 AW6290
 AW6290                          STATION RECOVERY (2004)
 AW6290
 AW6290'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6267 ***********************************************************************
 AW6267  DESIGNATION -  SAN JACINTO ORD PLANT ADM TANK
 AW6267  PID         -  AW6267
 AW6267  STATE/COUNTY-  TX/HARRIS
 AW6267  USGS QUAD   -  JACINTO CITY (1982)
 AW6267
 AW6267                         *CURRENT SURVEY CONTROL
 AW6267  ___________________________________________________________________
 AW6267* NAD 83(1993)-  29 45 54.90266(N)    095 09 05.02489(W)     ADJUSTED  
 AW6267* NAVD 88     -                                                        
 AW6267  ___________________________________________________________________
 AW6267  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW6267  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6267
 AW6267  HORZ ORDER  -  THIRD
 AW6267
 AW6267.The horizontal coordinates were established by classical geodetic methods
 AW6267.and adjusted by the National Geodetic Survey in February 1996..
 AW6267
 AW6267
 AW6267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6267
 AW6267.The geoid height was determined by GEOID03.
 AW6267
 AW6267;                    North         East     Units Scale Factor Converg.
 AW6267;SPC TXSC     - 4,220,232.381   972,100.754   MT  0.99989135   +1 53 07.7
 AW6267;SPC TXSC     -13,845,879.07  3,189,300.56   sFT  0.99989135   +1 53 07.7
 AW6267;UTM  15      - 3,294,713.027   291,991.265   MT  1.00013388   -1 04 06.4
 AW6267
 AW6267                          SUPERSEDED SURVEY CONTROL
 AW6267
 AW6267  NAD 83(1986)-  29 45 54.91796(N)    095 09 05.00620(W) AD(       ) 4
 AW6267  NAD 27      -  29 45 54.10885(N)    095 09 04.25629(W) AD(       ) 3
 AW6267
 AW6267.Superseded values are not recommended for survey control.
 AW6267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6267.See file dsdata.txt to determine how the superseded data were derived.
 AW6267
 AW6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9199194713(NAD 83)
 AW6267_MARKER: 53 = ELEVATED TANK
 AW6267
 AW6267  HISTORY     - Date     Condition        Report By
 AW6267  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6267  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW6267  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW6267
 AW6267                          STATION DESCRIPTION
 AW6267
 AW6267'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6267'THE STATION IS LOCATED SOUTHEAST OF HOUSTON ON THE LAND
 AW6267'OCCUPIED BY THE SAN JACINTO ORDNANCE PLANT, 300 FEET SOUTH
 AW6267'OF DIER STREET AND 50 FEET EAST IF EAST WADSWORTH STREET.
 AW6267'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AW6267'IT IS PAINTED A RED AND WHITE PATTERN AND HAS AN OVERALL HEIGHT
 AW6267'OF 127 FEET.  THE BALL AT THE APEX OF THE ROOF WAS THE POINT
 AW6267'OBSERVED UPON.
 AW6267
 AW6267                          STATION RECOVERY (1998)
 AW6267
 AW6267'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6267'MARK NOT FOUND.
 AW6267
 AW6267                          STATION RECOVERY (1999)
 AW6267
 AW6267'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6307 ***********************************************************************
 AW6307  DESIGNATION -  SAN JACINTO ORD PLANT FLD TANK
 AW6307  PID         -  AW6307
 AW6307  STATE/COUNTY-  TX/HARRIS
 AW6307  USGS QUAD   -  LA PORTE (1982)
 AW6307
 AW6307                         *CURRENT SURVEY CONTROL
 AW6307  ___________________________________________________________________
 AW6307* NAD 83(1993)-  29 44 46.90930(N)    095 07 05.97834(W)     ADJUSTED  
 AW6307* NAVD 88     -                                                        
 AW6307  ___________________________________________________________________
 AW6307  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6307  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6307
 AW6307  HORZ ORDER  -  THIRD
 AW6307
 AW6307.The horizontal coordinates were established by classical geodetic methods
 AW6307.and adjusted by the National Geodetic Survey in February 1996..
 AW6307
 AW6307
 AW6307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6307
 AW6307.The geoid height was determined by GEOID03.
 AW6307
 AW6307;                    North         East     Units Scale Factor Converg.
 AW6307;SPC TXSC     - 4,218,245.832   975,366.266   MT  0.99988894   +1 54 06.0
 AW6307;SPC TXSC     -13,839,361.53  3,200,014.16   sFT  0.99988894   +1 54 06.0
 AW6307;UTM  15      - 3,292,560.352   295,150.825   MT  1.00011778   -1 03 05.0
 AW6307
 AW6307                          SUPERSEDED SURVEY CONTROL
 AW6307
 AW6307  NAD 83(1986)-  29 44 46.92485(N)    095 07 05.95946(W) AD(       ) 4
 AW6307  NAD 27      -  29 44 46.11061(N)    095 07 05.20689(W) AD(       ) 3
 AW6307
 AW6307.Superseded values are not recommended for survey control.
 AW6307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6307.See file dsdata.txt to determine how the superseded data were derived.
 AW6307
 AW6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9515192560(NAD 83)
 AW6307_MARKER: 53 = ELEVATED TANK
 AW6307
 AW6307  HISTORY     - Date     Condition        Report By
 AW6307  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6307  HISTORY     - 1952     GOOD             CGS
 AW6307  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW6307
 AW6307                          STATION DESCRIPTION
 AW6307
 AW6307'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6307'THE STATION IS LOCATED SOUTHEAST OF HOUSTON AND IN THE SOUTHEAST
 AW6307'PART OF THE LAND OCCUPIED BY THE SAN JACINTO ORDNANCE PLANT.
 AW6307'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AW6307'IT IS PAINTED A RED AND WHITE CHECKERED PATTERN AND HAS
 AW6307'AN OVERALL HEIGHT OF 127 FEET.  THE BALL AT THE APEX OF THE ROOF
 AW6307'WAS THE POINT OBSERVED UPON
 AW6307
 AW6307                          STATION RECOVERY (1952)
 AW6307
 AW6307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6307'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 AW6307
 AW6307                          STATION RECOVERY (1998)
 AW6307
 AW6307'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0431 ***********************************************************************
 AW0431  DESIGNATION -  SAN JACINTO RM 1
 AW0431  PID         -  AW0431
 AW0431  STATE/COUNTY-  TX/HARRIS
 AW0431  USGS QUAD   -  HIGHLANDS (1995)
 AW0431
 AW0431                         *CURRENT SURVEY CONTROL
 AW0431  ___________________________________________________________________
 AW0431* NAD 83(1986)-  29 47 34.     (N)    095 03 24.     (W)     SCALED    
 AW0431* NAVD 88     -        10.12   (+/-2cm)      33.2    (feet)  VERTCON   
 AW0431  ___________________________________________________________________
 AW0431  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0431
 AW0431  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0431
 AW0431.The horizontal coordinates were scaled from a topographic map and have
 AW0431.an estimated accuracy of +/- 6 seconds.
 AW0431
 AW0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0431.The vertical order pertains to the NGVD 29 superseded value.
 AW0431
 AW0431.The geoid height was determined by GEOID03.
 AW0431
 AW0431;                    North         East    Units  Estimated Accuracy
 AW0431;SPC TXSC     - 4,223,590.      981,150.      MT  (+/- 180 meters Scaled)
 AW0431
 AW0431                          SUPERSEDED SURVEY CONTROL
 AW0431
 AW0431  NGVD 29 (??/??/92)   10.119  (m)           33.20   (f) ADJ UNCH    1 2
 AW0431
 AW0431.Superseded values are not recommended for survey control.
 AW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0431.See file dsdata.txt to determine how the superseded data were derived.
 AW0431
 AW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN012975(NAD 83)
 AW0431_MARKER: DR = REFERENCE MARK DISK
 AW0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0431_STAMPING: SAN JACINTO NO 1 1931
 AW0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0431+STABILITY: SURFACE MOTION
 AW0431
 AW0431  HISTORY     - Date     Condition        Report By
 AW0431  HISTORY     - 1931     MONUMENTED       CGS
 AW0431  HISTORY     - 1973     GOOD             NGS
 AW0431  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0431  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0431  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0431  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW0431
 AW0431                          STATION DESCRIPTION
 AW0431
 AW0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0431'1.1 MI S FROM HIGHLANDS.
 AW0431'ABOUT 1.1 MILES SOUTH ALONG CROSBY-LYNCHBURG RD., FROM (MAIN STREET)
 AW0431'THE POST OFFICE AT HIGHLANDS, 0.1 MILE NORTH OF THE NORTH END OF THE
 AW0431'INTERSTATE-60 OVERPASS, 39 FEET EAST OF THE CENTER LINE OF THE EAST
 AW0431'LANE OF FARM ROAD 1200, 123.6 FEET EAST OF AND ACROSS FROM FARM RD.,
 AW0431'FROM SAN JACINTO 1931 TRIANGULATION STATION, 56 FEET NORTH OF
 AW0431'TELEPHONE POLE 12400-40, 28 FEET SOUTH OF A FENCE CORNER POST, AND SET
 AW0431'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 AW0431
 AW0431                          STATION RECOVERY (1978)
 AW0431
 AW0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0431'NOT RECOVERED.  NOTE=A CANAL IS NOW AT THIS LOCATION.
 AW0431
 AW0431                          STATION RECOVERY (1987)
 AW0431
 AW0431'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0431'MARK NOT FOUND.
 AW0431
 AW0431                          STATION RECOVERY (1987)
 AW0431
 AW0431'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0431'MARK NOT FOUND.
 AW0431
 AW0431                          STATION RECOVERY (1997)
 AW0431
 AW0431'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3454 ***********************************************************************
 AW3454  DESIGNATION -  SAN JACINTO RM 4
 AW3454  PID         -  AW3454
 AW3454  STATE/COUNTY-  TX/HARRIS
 AW3454  USGS QUAD   -  HIGHLANDS (1995)
 AW3454
 AW3454                         *CURRENT SURVEY CONTROL
 AW3454  ___________________________________________________________________
 AW3454* NAD 83(1986)-  29 47 34.     (N)    095 03 24.     (W)     SCALED    
 AW3454* NAVD 88     -        10.74   (+/-2cm)      35.2    (feet)  VERTCON   
 AW3454  ___________________________________________________________________
 AW3454  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW3454
 AW3454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3454
 AW3454.The horizontal coordinates were scaled from a topographic map and have
 AW3454.an estimated accuracy of +/- 6 seconds.
 AW3454
 AW3454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3454.The vertical order pertains to the NGVD 29 superseded value.
 AW3454
 AW3454.The geoid height was determined by GEOID03.
 AW3454
 AW3454;                    North         East    Units  Estimated Accuracy
 AW3454;SPC TXSC     - 4,223,590.      981,150.      MT  (+/- 180 meters Scaled)
 AW3454
 AW3454                          SUPERSEDED SURVEY CONTROL
 AW3454
 AW3454  NGVD 29 (??/??/92)   10.738  (m)           35.23   (f) ADJ UNCH    2 0
 AW3454
 AW3454.Superseded values are not recommended for survey control.
 AW3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3454.See file dsdata.txt to determine how the superseded data were derived.
 AW3454
 AW3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN012975(NAD 83)
 AW3454_MARKER: DR = REFERENCE MARK DISK
 AW3454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3454_STAMPING: SAN JACINTO NO 4 1931
 AW3454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3454+STABILITY: SURFACE MOTION
 AW3454
 AW3454  HISTORY     - Date     Condition        Report By
 AW3454  HISTORY     - 1931     MONUMENTED       CGS
 AW3454  HISTORY     - 1954     GOOD             NGS
 AW3454  HISTORY     - 1964     GOOD             NGS
 AW3454  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW3454  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW3454
 AW3454                          STATION DESCRIPTION
 AW3454
 AW3454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3454'1.65 MI S FROM SAN JACINTO.
 AW3454'1.65 MILES SOUTH ALONG AN OILED ROAD FROM THE POST OFFICE AT
 AW3454'HIGHLANDS, 173.4 FEET SOUTH OF TRIANGULATION STATION SAN JACINTO 1931,
 AW3454'45 FEET WEST OF THE CENTER LINE OF AN OILED ROAD, 1.9 FEET WEST OF A
 AW3454'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AW3454'FOOT ABOVE THE GROUND.
 AW3454
 AW3454                          STATION RECOVERY (1964)
 AW3454
 AW3454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3454'RECOVERED IN GOOD CONDITION.
 AW3454
 AW3454                          STATION RECOVERY (1997)
 AW3454
 AW3454'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3454'MARK NOT FOUND.
 AW3454
 AW3454                          STATION RECOVERY (2004)
 AW3454
 AW3454'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1591 ***********************************************************************
 AB1591  DESIGNATION -  SAN JOSE
 AB1591  PID         -  AB1591
 AB1591  STATE/COUNTY-  TX/CAMERON
 AB1591  USGS QUAD   -  RIO HONDO (1980)
 AB1591
 AB1591                         *CURRENT SURVEY CONTROL
 AB1591  ___________________________________________________________________
 AB1591* NAD 83(1993)-  26 08 08.02738(N)    097 32 10.69655(W)     ADJUSTED  
 AB1591* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AB1591  ___________________________________________________________________
 AB1591  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AB1591  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AB1591
 AB1591  HORZ ORDER  -  SECOND
 AB1591
 AB1591.The horizontal coordinates were established by classical geodetic methods
 AB1591.and adjusted by the National Geodetic Survey in February 1996..
 AB1591
 AB1591.The orthometric height was scaled from a topographic map.
 AB1591
 AB1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1591
 AB1591.The geoid height was determined by GEOID03.
 AB1591
 AB1591;                    North         East     Units Scale Factor Converg.
 AB1591;SPC TX S     - 5,052,319.523   396,371.807   MT  1.00000798   +0 26 15.1
 AB1591;SPC TX S     -16,575,818.30  1,300,429.84   sFT  1.00000798   +0 26 15.1
 AB1591;UTM  14      - 2,891,520.160   646,324.497   MT  0.99986436   +0 38 41.5
 AB1591
 AB1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1591!SPC TX S     -   1.00000210  x   1.00000798  =   1.00001008
 AB1591!UTM  14      -   1.00000210  x   0.99986436  =   0.99986646
 AB1591
 AB1591|---------------------------------------------------------------------|
 AB1591| PID    Reference Object                     Distance      Geod. Az  |
 AB1591|                                                           dddmmss.s |
 AB1591| CV3413 SAN JOSE RM 1                        21.114 METERS 09728     |
 AB1591| AB0649 K 677                                13.915 METERS 18649     |
 AB1591| CV3412 SAN JOSE AZ MK                                     2705141.1 |
 AB1591|---------------------------------------------------------------------|
 AB1591
 AB1591                          SUPERSEDED SURVEY CONTROL
 AB1591
 AB1591  NAD 83(1986)-  26 08 08.03883(N)    097 32 10.65505(W) AD(       ) 2
 AB1591  NAD 27      -  26 08 06.76700(N)    097 32 09.70600(W) AD(       ) 2
 AB1591
 AB1591.Superseded values are not recommended for survey control.
 AB1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1591.See file dsdata.txt to determine how the superseded data were derived.
 AB1591
 AB1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP4632491520(NAD 83)
 AB1591_MARKER: DS = TRIANGULATION STATION DISK
 AB1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1591+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AB1591
 AB1591  HISTORY     - Date     Condition        Report By
 AB1591  HISTORY     - 1947     MONUMENTED       CGS
 AB1591  HISTORY     - 20040201 GOOD             GEOCAC
 AB1591
 AB1591                          STATION DESCRIPTION
 AB1591
 AB1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1591'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF SAN BENITO AND
 AB1591'ABOUT 4-1/2 MILES NORTHWEST OF LOS FRESNOS.  IT IS 78 FEET
 AB1591'NORTH OF THE CENTERLINE OF A CONCRETE ROAD, 50 FEET WEST OF THE
 AB1591'CENTER OF A DIRT ROAD AND 10 FEET EAST OF A WHITE WITNESS
 AB1591'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 AB1591'SAN JOSE 1947.
 AB1591'
 AB1591'REFERENCE MARK NO. 1 IS 69.28 FEET EAST OF THE STATION.
 AB1591'IT IS 18 FEET EAST OF THE CENTER OF A DIRT ROAD AND 20 FEET
 AB1591'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL SHACK.  THE MARK
 AB1591'IS FLUSH AND THE DISK IS STAMPED SAN JOSE NO 1 1947.
 AB1591'
 AB1591'K 677 IS 45.66 FEET SOUTH OF THE STATION.  IT IS IN THE NORTH
 AB1591'EDGE OF A CONCRETE CULVERT AND 32 FEET NORTH OF THE CENTERLINE
 AB1591'OF A CONCRETE ROAD.  THE DISK IS A STANDARD USC AND GS BM
 AB1591'STAMPED K 677 1942.
 AB1591'
 AB1591'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS 20
 AB1591'FEET SOUTH OF THE CENTER OF A CONCRETE ROAD AND 2 FEET
 AB1591'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 AB1591'AND THE DISK IS STAMPED SAN JOSE 1947.
 AB1591'
 AB1591'TO REACH FROM THE POST OFFICE IN SAN BENITO, GO NORTHEAST
 AB1591'ON STATE HIGHWAY 345 FOR 2.0 MILES TO A T ROAD RIGHT, TURN
 AB1591'RIGHT AND GO EAST FOR 5.1 MILES TO THE AZIMUTH MARK ON THE
 AB1591'RIGHT.  CONTINUE EAST FOR 0.2 MILE TO A T ROAD LEFT AND THE
 AB1591'STATION AS DESCRIBED.
 AB1591'
 AB1591'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 AB1591
 AB1591                          STATION RECOVERY (2004)
 AB1591
 AB1591'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1591'BOTH TRIANGULATION STATION AND RM1 ARE IN PRIVATE YARDS WITH SHORT
 AB1591'NARROW ROAD BETWEEN THE TWO.  RM2 COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1223 ***********************************************************************
 AJ1223  DESIGNATION -  SAN JOSE
 AJ1223  PID         -  AJ1223
 AJ1223  STATE/COUNTY-  TX/DUVAL
 AJ1223  USGS QUAD   -  SAN JOSE (1968)
 AJ1223
 AJ1223                         *CURRENT SURVEY CONTROL
 AJ1223  ___________________________________________________________________
 AJ1223* NAD 83(1993)-  27 35 58.63231(N)    098 16 08.24585(W)     ADJUSTED  
 AJ1223* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 AJ1223  ___________________________________________________________________
 AJ1223  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AJ1223  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AJ1223
 AJ1223  HORZ ORDER  -  SECOND
 AJ1223
 AJ1223.The horizontal coordinates were established by classical geodetic methods
 AJ1223.and adjusted by the National Geodetic Survey in February 1996..
 AJ1223
 AJ1223.The orthometric height was scaled from a topographic map.
 AJ1223
 AJ1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1223
 AJ1223.The geoid height was determined by GEOID03.
 AJ1223
 AJ1223;                    North         East     Units Scale Factor Converg.
 AJ1223;SPC TX S     - 5,214,179.865   322,808.074   MT  0.99994917   +0 06 17.6
 AJ1223;SPC TX S     -17,106,855.11  1,059,079.49   sFT  0.99994917   +0 06 17.6
 AJ1223;UTM  14      - 3,053,064.757   572,143.015   MT  0.99966424   +0 20 19.3
 AJ1223
 AJ1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1223!SPC TX S     -   0.99998838  x   0.99994917  =   0.99993755
 AJ1223!UTM  14      -   0.99998838  x   0.99966424  =   0.99965262
 AJ1223
 AJ1223:                Primary Azimuth Mark                     Grid Az
 AJ1223:SPC TX S     -  SAN JOSE AZ MK                           002 08 10.1
 AJ1223:UTM  14      -  SAN JOSE AZ MK                           001 54 08.4
 AJ1223
 AJ1223|---------------------------------------------------------------------|
 AJ1223| PID    Reference Object                     Distance      Geod. Az  |
 AJ1223|                                                           dddmmss.s |
 AJ1223| CV3414 SAN JOSE AZ MK                                     0021427.7 |
 AJ1223| CV3415 SAN JOSE RM 1                        23.532 METERS 13655     |
 AJ1223| CV3416 SAN JOSE RM 2                        26.586 METERS 24547     |
 AJ1223| AJ1225 BENAVIDES MUNICIPAL TANK            APPROX.14.6 KM 2675610.3 |
 AJ1223|---------------------------------------------------------------------|
 AJ1223
 AJ1223                          SUPERSEDED SURVEY CONTROL
 AJ1223
 AJ1223  NAD 83(1986)-  27 35 58.63933(N)    098 16 08.22169(W) AD(       ) 2
 AJ1223  NAD 27      -  27 35 57.52590(N)    098 16 07.19870(W) AD(       ) 2
 AJ1223
 AJ1223.Superseded values are not recommended for survey control.
 AJ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1223.See file dsdata.txt to determine how the superseded data were derived.
 AJ1223
 AJ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7214353065(NAD 83)
 AJ1223_MARKER: DS = TRIANGULATION STATION DISK
 AJ1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1223+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 AJ1223
 AJ1223  HISTORY     - Date     Condition        Report By
 AJ1223  HISTORY     - 1961     MONUMENTED       CGS
 AJ1223  HISTORY     - 20021120 GOOD             INDIV
 AJ1223  HISTORY     - 20041206 GOOD             INDIV
 AJ1223
 AJ1223                          STATION DESCRIPTION
 AJ1223
 AJ1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1223'THE STATION IS APPROXIMATELY 11-3/4 MILES SOUTH AND 2 MILES
 AJ1223'WEST OF SAN DIEGO AND 9 MILES EAST OF BENAVIDES, ON PROPERTY
 AJ1223'OWNED BY MRS. JULIA MONTEMAYOR.
 AJ1223'
 AJ1223'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 2295
 AJ1223'AND 1329 ABOUT 9.0 MILES EAST OF BENAVIDES, GO NORTH ON FARM
 AJ1223'ROAD 1329 FOR 1.1 MILES TO A BOARD GATE ON THE LEFT AND THE
 AJ1223'STATION ON THE LEFT.
 AJ1223'
 AJ1223'STATION MARKS ARE STANDARD DISKS STAMPED SAN JOSE 1961.  THE
 AJ1223'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1223'6 INCHES.  IT IS 103 FEET WEST OF THE CENTER OF FARM ROAD 1329,
 AJ1223'72 FEET NORTHWEST OF THE CENTER OF THE BOARD GATE, 53 FEET
 AJ1223'WEST OF A FENCE AND 3 FEET NORTH OF A METAL WITNESS POST.
 AJ1223'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AJ1223'26 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1223'
 AJ1223'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SAN JOSE NO 1
 AJ1223'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1223'IT IS 51 FEET WEST OF THE CENTER OF FARM ROAD 1329, 9
 AJ1223'FEET SOUTH OF THE CENTER OF THE BOARD GATE AND 6 INCHES WEST
 AJ1223'OF THE FENCE.
 AJ1223'
 AJ1223'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SAN JOSE NO
 AJ1223'2 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 AJ1223'INCHES.  IT IS 134 FEET WEST OF THE CENTER OF FARM ROAD 1329
 AJ1223'AND 86 FEET SOUTHWEST OF THE METAL WITNESS POST.
 AJ1223'
 AJ1223'AZIMUTH MARK, A STANDARD DISK STAMPED SAN JOSE 1961, IS SET
 AJ1223'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 184
 AJ1223'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BRIDGE,
 AJ1223'49 FEET WEST OF THE CENTER OF FARM ROAD 1329, 1.5 FEET SOUTH
 AJ1223'OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 AJ1223'
 AJ1223'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FARM
 AJ1223'ROAD 1329 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AJ1223'
 AJ1223'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1223'
 AJ1223'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AJ1223
 AJ1223                          STATION RECOVERY (2002)
 AJ1223
 AJ1223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRP)
 AJ1223'RECOVERED IN GOOD CONDITION.
 AJ1223
 AJ1223                          STATION RECOVERY (2004)
 AJ1223
 AJ1223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AJ1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1656 ***********************************************************************
 AH1656  DESIGNATION -  SAN JOSE WELLHEAD 1
 AH1656  PID         -  AH1656
 AH1656  STATE/COUNTY-  TX/ARANSAS
 AH1656  USGS QUAD   -  
 AH1656
 AH1656                         *CURRENT SURVEY CONTROL
 AH1656  ___________________________________________________________________
 AH1656* NAD 83(1993)-  27 51 37.39958(N)    096 58 50.79176(W)     ADJUSTED  
 AH1656* NAVD 88     -                                                        
 AH1656  ___________________________________________________________________
 AH1656  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AH1656  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH1656
 AH1656  HORZ ORDER  -  THIRD
 AH1656
 AH1656.The horizontal coordinates were established by classical geodetic methods
 AH1656.and adjusted by the National Geodetic Survey in February 1996..
 AH1656
 AH1656
 AH1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1656
 AH1656.The geoid height was determined by GEOID03.
 AH1656
 AH1656;                    North         East     Units Scale Factor Converg.
 AH1656;SPC TXSC     - 4,004,715.880   798,898.212   MT  1.00019112   +0 59 21.3
 AH1656;SPC TXSC     -13,138,805.35  2,621,051.88   sFT  1.00019112   +0 59 21.3
 AH1656;SPC TX S     - 5,243,956.023   449,623.340   MT  1.00000696   +0 41 23.1
 AH1656;SPC TX S     -17,204,545.72  1,475,139.24   sFT  1.00000696   +0 41 23.1
 AH1656;UTM  14      - 3,083,374.679   698,813.884   MT  1.00008790   +0 56 38.2
 AH1656
 AH1656                          SUPERSEDED SURVEY CONTROL
 AH1656
 AH1656  NAD 83(1986)-  27 51 37.37063(N)    096 58 50.83435(W) AD(       ) 4
 AH1656
 AH1656.Superseded values are not recommended for survey control.
 AH1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1656.See file dsdata.txt to determine how the superseded data were derived.
 AH1656
 AH1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9881483375(NAD 83)
 AH1656
 AH1656  HISTORY     - Date     Condition        Report By
 AH1656  HISTORY     - UNK      FIRST OBSERVED
 AH1656  HISTORY     - 1988     GOOD             NOS
 AH1656
 AH1656                          STATION DESCRIPTION
 AH1656
 AH1656'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1656'THE STATION WAS RECOVERED AT THIS DATE.
 AH1656'THE STATIONS POSITION WAS VERIFIED AT THIS TIME.
 AH1656'
 AH1656'THE STATION IS LOCATED AT THE NAVAL AIR STATION IN CORPUS CHRISTI.
 AH1656'
 AH1656'RECOVERED BY GLM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1478 ***********************************************************************
 AE1478  DESIGNATION -  SAN JUAN
 AE1478  PID         -  AE1478
 AE1478  STATE/COUNTY-  TX/HIDALGO
 AE1478  USGS QUAD   -  DONNA (1983)
 AE1478
 AE1478                         *CURRENT SURVEY CONTROL
 AE1478  ___________________________________________________________________
 AE1478* NAD 83(1993)-  26 11 19.71885(N)    098 06 36.64016(W)     ADJUSTED  
 AE1478* NAVD 88     -        31.30   (+/-2cm)     102.7    (feet)  VERTCON   
 AE1478  ___________________________________________________________________
 AE1478  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AE1478  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AE1478
 AE1478  HORZ ORDER  -  FIRST
 AE1478  VERT ORDER  -  THIRD ? (See Below)
 AE1478
 AE1478.The horizontal coordinates were established by classical geodetic methods
 AE1478.and adjusted by the National Geodetic Survey in February 1996..
 AE1478
 AE1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1478.The vertical order pertains to the NGVD 29 superseded value.
 AE1478
 AE1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1478
 AE1478.The geoid height was determined by GEOID03.
 AE1478
 AE1478;                    North         East     Units Scale Factor Converg.
 AE1478;SPC TX S     - 5,057,911.080   338,965.229   MT  0.99999450   +0 10 37.1
 AE1478;SPC TX S     -16,594,163.27  1,112,088.42   sFT  0.99999450   +0 10 37.1
 AE1478;UTM  14      - 2,896,898.427   588,910.689   MT  0.99969760   +0 23 33.8
 AE1478
 AE1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1478!SPC TX S     -   0.99999881  x   0.99999450  =   0.99999331
 AE1478!UTM  14      -   0.99999881  x   0.99969760  =   0.99969641
 AE1478
 AE1478:                Primary Azimuth Mark                     Grid Az
 AE1478:SPC TX S     -  DONNA                                    114 56 56.0
 AE1478:UTM  14      -  DONNA                                    114 43 59.3
 AE1478
 AE1478|---------------------------------------------------------------------|
 AE1478| PID    Reference Object                     Distance      Geod. Az  |
 AE1478|                                                           dddmmss.s |
 AE1478| AE1476 DONNA                               APPROX. 7.1 KM 1150733.1 |
 AE1478| AE1479 DONNA SUGAR MILL TALLER STK         APPROX. 7.6 KM 1371259.4 |
 AE1478| CV3417 SAN JUAN RM                          29.800 METERS 19732     |
 AE1478| AE1543 HIDALGO CO WTR IMPROV PLT STK       APPROX.18.3 KM 2360736.3 |
 AE1478| AE1499 TALL STACK S OF STA MC ALLEN        APPROX.11.8 KM 2593409.8 |
 AE1478| AE1496 SAN JUAN BLACK ABANDONED TANK       APPROX. 5.0 KM 2644147.4 |
 AE1478| AE1492 PHARR STANDPIPE                     APPROX. 7.5 KM 2733204.3 |
 AE1478| AE1500 PHARR POST OFFICE PAGODA CUP        APPROX. 7.4 KM 2743129.9 |
 AE1478| AE1490 PHARR ELEV FLAG E OF RR STA         APPROX. 7.2 KM 2754340.6 |
 AE1478| AE1504 MC ALLEN SCHOOL TEMP SCAFFOLD       APPROX.12.2 KM 2770424.1 |
 AE1478| AE1523 MISSION OLD MUNICIPAL TANK          APPROX.21.8 KM 2771300.6 |
 AE1478| AE1507 MC ALLEN STANDPIPE                  APPROX.12.7 KM 2781840.1 |
 AE1478| AE1457 EDINBURG HIDALGO CO CTHSE DOME      APPROX.13.5 KM 3371813.6 |
 AE1478|---------------------------------------------------------------------|
 AE1478
 AE1478                          SUPERSEDED SURVEY CONTROL
 AE1478
 AE1478  NAD 83(1986)-  26 11 19.72505(N)    098 06 36.60387(W) AD(       ) 1
 AE1478  NAD 27      -  26 11 18.45711(N)    098 06 35.57266(W) AD(       ) 1
 AE1478  NGVD 29 (07/19/86)   31.42   (m)          103.1    (f) LEVELING    3  
 AE1478
 AE1478.Superseded values are not recommended for survey control.
 AE1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1478.See file dsdata.txt to determine how the superseded data were derived.
 AE1478
 AE1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8891196898(NAD 83)
 AE1478_MARKER: DS = TRIANGULATION STATION DISK
 AE1478_SETTING: 0 = UNSPECIFIED SETTING
 AE1478
 AE1478  HISTORY     - Date     Condition        Report By
 AE1478  HISTORY     - 1917     MONUMENTED       CGS
 AE1478  HISTORY     - 1927     POOR             CGS
 AE1478  HISTORY     - 1936     SEE DESCRIPTION  TXRD
 AE1478
 AE1478                          STATION DESCRIPTION
 AE1478
 AE1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1478'STATION IS ABOUT 3.6 MILES W AND 0.6 MILE N OF DONNA, ON THE
 AE1478'W SIDE OF A NEWLY OPENED ROAD WHICH LEAVES THE DONNA-MISSION
 AE1478'ROAD, 3.6 MILES W OF DONNA, AND 0.6 MILE N OF THE ST. LOUIS,
 AE1478'BROWNSVILLE AND MEXICO RAILWAY, ON A SMALL SAND RIDGE, 15 PACES
 AE1478'S OF THE FIRST CANAL WHICH CROSSES WHAT IS KNOWN AS TOWER
 AE1478'ROAD, 0.5 MILE E AND 0.5 MILE N OF THE TOWN OF ALAMO.
 AE1478'
 AE1478'SURFACE MARK IS A STANDARD BRONZE DISK SET IN BLOCK OF CONCRETE.
 AE1478'
 AE1478'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1478'
 AE1478'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN BLOCK OF
 AE1478'CONCRETE.  IT IS SET IN THE FENCE LINE ALONG THE ROAD ON THE
 AE1478'SIDE NEAREST THE STATION, 29.80 METERS (97.8 FEET) FROM
 AE1478'STATION S 17 DEG 32 MIN W.
 AE1478
 AE1478                          STATION RECOVERY (1927)
 AE1478
 AE1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 AE1478'THE STATION MARK WAS RECOVERED IN POOR CONDITION. THE
 AE1478'GROUND AROUND THE MARK HAD BEEN DUG OUT AND REMOVED, LEAVING
 AE1478'THE MARK PROJECTING 10 INCHES ABOVE THE GROUND.  THE REFERENCE
 AE1478'MARK HAD EVIDENTLY BEEN COVERED OVER OR DUG UP IN BUILDING THE
 AE1478'CANAL.  STATION MARK IS IDENTICAL WITH B.M. Y 59, ELEVATION
 AE1478'103.087 FEET. REFERENCE MARK WITH B.M.Z 59, ELEVATION
 AE1478'101.312 FEET.
 AE1478
 AE1478                          STATION RECOVERY (1936)
 AE1478
 AE1478'RECOVERY NOTE BY TEXAS RECLAMATION DEPARTMENT 1936
 AE1478'STATION MARK HAS BEEN DESTROYED.  A STANDARD DISK WAS LOCATED
 AE1478'AT A NEARBY MEXICAN HOUSE.
 AE1478'
 AE1478'AN ATTEMPT TO LOCATE UNDERGROUND MARK AFTER HOURS OF DIGGING
 AE1478'PROVED UNSUCCESSFUL.  IT IS BELIEVED, HOWEVER, THAT THE UNDERGROUND
 AE1478'MARK HAS NEVER BEEN DISTURBED.
 AE1478'
 AE1478'THE REFERENCE MARK COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1496 ***********************************************************************
 AE1496  DESIGNATION -  SAN JUAN BLACK ABANDONED TANK
 AE1496  PID         -  AE1496
 AE1496  STATE/COUNTY-  TX/HIDALGO
 AE1496  USGS QUAD   -  PHARR (1983)
 AE1496
 AE1496                         *CURRENT SURVEY CONTROL
 AE1496  ___________________________________________________________________
 AE1496* NAD 83(1993)-  26 11 04.60311(N)    098 09 36.74307(W)     ADJUSTED  
 AE1496* NAVD 88     -                                                        
 AE1496  ___________________________________________________________________
 AE1496  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AE1496  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE1496
 AE1496  HORZ ORDER  -  THIRD
 AE1496
 AE1496.The horizontal coordinates were established by classical geodetic methods
 AE1496.and adjusted by the National Geodetic Survey in February 1996..
 AE1496
 AE1496
 AE1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1496
 AE1496.The geoid height was determined by GEOID03.
 AE1496
 AE1496;                    North         East     Units Scale Factor Converg.
 AE1496;SPC TX S     - 5,057,431.438   333,965.816   MT  0.99999553   +0 09 15.4
 AE1496;SPC TX S     -16,592,589.64  1,095,686.18   sFT  0.99999553   +0 09 15.4
 AE1496;UTM  14      - 2,896,400.089   583,914.634   MT  0.99968694   +0 22 14.1
 AE1496
 AE1496                          SUPERSEDED SURVEY CONTROL
 AE1496
 AE1496  NAD 83(1986)-  26 11 04.60899(N)    098 09 36.70728(W) AD(       ) 4
 AE1496  NAD 27      -  26 11 03.34256(N)    098 09 35.66822(W) AD(       ) 3
 AE1496
 AE1496.Superseded values are not recommended for survey control.
 AE1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1496.See file dsdata.txt to determine how the superseded data were derived.
 AE1496
 AE1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8391596400(NAD 83)
 AE1496_MARKER: 53 = ELEVATED TANK
 AE1496
 AE1496  HISTORY     - Date     Condition        Report By
 AE1496  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1496  HISTORY     - 20040310 MARK NOT FOUND   GEOCAC
 AE1496
 AE1496                          STATION DESCRIPTION
 AE1496
 AE1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1496'POINT OBSERVED UPON IS THE FINIAL OF A BLACK WATER TANK LOCATED
 AE1496'AT 11TH AND SAN ANTONIA STREETS IN SW PART OF TOWN.  TANK
 AE1496'IS 55 FEET HIGH AND IS NOW ABANDONED.
 AE1496'
 AE1496'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC ALLEN
 AE1496'ECC., EDIN, PALM, SIGLER, HICKLEY AND MISSION.
 AE1496
 AE1496                          STATION RECOVERY (2004)
 AE1496
 AE1496'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AE1496'WATER TANK HAS BEEN REPLACED WITH MUCH LARGER AND HIGHER TANK WHICH
 AE1496'MAY NOT BE AT EXACT SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1501 ***********************************************************************
 AE1501  DESIGNATION -  SAN JUAN MUNICIPAL TANK
 AE1501  PID         -  AE1501
 AE1501  STATE/COUNTY-  TX/HIDALGO
 AE1501  USGS QUAD   -  PHARR (1983)
 AE1501
 AE1501                         *CURRENT SURVEY CONTROL
 AE1501  ___________________________________________________________________
 AE1501* NAD 83(1993)-  26 11 13.01424(N)    098 09 16.17563(W)     ADJUSTED  
 AE1501* NAVD 88     -                                                        
 AE1501  ___________________________________________________________________
 AE1501  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AE1501  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE1501
 AE1501  HORZ ORDER  -  THIRD
 AE1501
 AE1501.The horizontal coordinates were established by classical geodetic methods
 AE1501.and adjusted by the National Geodetic Survey in February 1996..
 AE1501
 AE1501
 AE1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1501
 AE1501.The geoid height was determined by GEOID03.
 AE1501
 AE1501;                    North         East     Units Scale Factor Converg.
 AE1501;SPC TX S     - 5,057,691.841   334,536.196   MT  0.99999495   +0 09 24.7
 AE1501;SPC TX S     -16,593,443.98  1,097,557.50   sFT  0.99999495   +0 09 24.7
 AE1501;UTM  14      - 2,896,662.562   584,483.852   MT  0.99968812   +0 22 23.3
 AE1501
 AE1501                          SUPERSEDED SURVEY CONTROL
 AE1501
 AE1501  NAD 83(1986)-  26 11 13.02032(N)    098 09 16.14003(W) AD(       ) 4
 AE1501  NAD 27      -  26 11 11.75921(N)    098 09 15.10623(W) AD(       ) 3
 AE1501
 AE1501.Superseded values are not recommended for survey control.
 AE1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1501.See file dsdata.txt to determine how the superseded data were derived.
 AE1501
 AE1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8448496663(NAD 83)
 AE1501_MARKER: 53 = ELEVATED TANK
 AE1501
 AE1501  HISTORY     - Date     Condition        Report By
 AE1501  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1501  HISTORY     - 20040310 MARK NOT FOUND   GEOCAC
 AE1501
 AE1501                          STATION DESCRIPTION
 AE1501
 AE1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1501'POINT OBSERVED UPON IS THE FINIAL OF THE MUNICIPAL WATER TANK
 AE1501'LOCATED AT KANSAS AVENUE AND 7TH STREETS, IN E PART OF TOWN.
 AE1501'TANK IS 130 FEET HIGH.
 AE1501'
 AE1501'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS CANAL,
 AE1501'MC ALLEN ECC., EDIN, PALM, SIGLER, HICKLEY AND MISSION.
 AE1501
 AE1501                          STATION RECOVERY (2004)
 AE1501
 AE1501'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AE1501'WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6019 ***********************************************************************
 AW6019  DESIGNATION -  SAN LEON 1933
 AW6019  PID         -  AW6019
 AW6019  STATE/COUNTY-  TX/GALVESTON
 AW6019  USGS QUAD   -  TEXAS CITY (1994)
 AW6019
 AW6019                         *CURRENT SURVEY CONTROL
 AW6019  ___________________________________________________________________
 AW6019* NAD 83(1993)-  29 28 54.21411(N)    094 56 29.06065(W)     ADJUSTED  
 AW6019* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6019  ___________________________________________________________________
 AW6019  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6019  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW6019
 AW6019  HORZ ORDER  -  THIRD
 AW6019
 AW6019.The horizontal coordinates were established by classical geodetic methods
 AW6019.and adjusted by the National Geodetic Survey in February 1996..
 AW6019
 AW6019.The orthometric height was scaled from a topographic map.
 AW6019
 AW6019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6019
 AW6019.The geoid height was determined by GEOID03.
 AW6019
 AW6019;                    North         East     Units Scale Factor Converg.
 AW6019;SPC TXSC     - 4,189,513.909   993,485.910   MT  0.99986651   +1 59 18.1
 AW6019;SPC TXSC     -13,745,096.88  3,259,461.69   sFT  0.99986651   +1 59 18.1
 AW6019;UTM  15      - 3,262,928.477   311,771.917   MT  1.00003718   -0 57 20.7
 AW6019
 AW6019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6019!SPC TXSC     -   1.00000391  x   0.99986651  =   0.99987042
 AW6019!UTM  15      -   1.00000391  x   1.00003718  =   1.00004109
 AW6019
 AW6019:                Primary Azimuth Mark                     Grid Az
 AW6019:SPC TXSC     -  EAGLE POINT                              060 13 51.0
 AW6019:UTM  15      -  EAGLE POINT                              063 10 29.8
 AW6019
 AW6019|---------------------------------------------------------------------|
 AW6019| PID    Reference Object                     Distance      Geod. Az  |
 AW6019|                                                           dddmmss.s |
 AW6019| AW1604 EAGLE POINT                         APPROX. 3.4 KM 0621309.1 |
 AW6019| AW6039 DICKSON BAYOU BEACON 1              APPROX. 3.6 KM 1381944.8 |
 AW6019|---------------------------------------------------------------------|
 AW6019
 AW6019                          SUPERSEDED SURVEY CONTROL
 AW6019
 AW6019  NAD 83(1986)-  29 28 54.23017(N)    094 56 29.04237(W) AD(       ) 3
 AW6019  NAD 27      -  29 28 53.40220(N)    094 56 28.32169(W) AD(       ) 3
 AW6019
 AW6019.Superseded values are not recommended for survey control.
 AW6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6019.See file dsdata.txt to determine how the superseded data were derived.
 AW6019
 AW6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1177262928(NAD 83)
 AW6019_MARKER: DS = TRIANGULATION STATION DISK
 AW6019_SETTING: 0 = UNSPECIFIED SETTING
 AW6019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6019
 AW6019  HISTORY     - Date     Condition        Report By
 AW6019  HISTORY     - 1933     MONUMENTED       CGS
 AW6019  HISTORY     - 1946     MARK NOT FOUND   HUMBLE
 AW6019  HISTORY     - 1961     MARK NOT FOUND   CGS
 AW6019
 AW6019                          STATION DESCRIPTION
 AW6019
 AW6019'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6019'ABOUT 6 MILES NW OF TEXAS CITY, IN THE TOWN OF SAN LEON,
 AW6019'AND ON THE PROPERTY OF W.B. THURMOND OF HOUSTON.  IT IS
 AW6019'41.8 METERS SSE FROM SW CORNER OF WHITE HOUSE OWNED BY MRS.
 AW6019'H.W. HARRIS, 39.6 METERS SSW FROM SE CORNER OF THE HARRIS
 AW6019'GARAGE, AND APPROXIMATELY 365 METERS N OF BAY SHORE.
 AW6019'
 AW6019'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW6019'IN CONCRETE.
 AW6019'
 AW6019'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 AW6019
 AW6019                          STATION RECOVERY (1946)
 AW6019
 AW6019'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1946 (RAG)
 AW6019'THE KEY REFERENCE MARK FOR THIS STATION WAS A COTTAGE WHICH
 AW6019'NO LONGER EXISTS.  IT IS CONCEIVABLE THAT THIS COTTAGE MAY
 AW6019'HAVE BEEN BLOWN AWAY DURING AN HURRICANE OR TORN DOWN.
 AW6019
 AW6019                          STATION RECOVERY (1961)
 AW6019
 AW6019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6019'LOST.  THE AREA WAS SEARCHED BUT THE MARK COULD NOT BE FOUND.
 AW6019'THE PRESENT OWNERS OF THE PROPERTY STATED THAT THE MARK
 AW6019'WAS COVERED BY THE CONSTRUCTION OF A ROAD AROUND THE STATION
 AW6019'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6329 ***********************************************************************
 DF6329  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF6329  DESIGNATION -  SAN MARCOS COOP CORS ARP
 DF6329  CORS_ID     -  CSM1
 DF6329  PID         -  DF6329
 DF6329  STATE/COUNTY-  TX/HAYS
 DF6329  USGS QUAD   -  SAN MARCOS NORTH (1995)
 DF6329
 DF6329                         *CURRENT SURVEY CONTROL
 DF6329  ___________________________________________________________________
 DF6329* NAD 83(CORS)-  29 53 05.16405(N)    097 55 44.63032(W)     ADJUSTED  
 DF6329* NAVD 88     -                                                        
 DF6329  ___________________________________________________________________
 DF6329  EPOCH DATE  -        2002.00
 DF6329  X           -    -763,505.460 (meters)                     COMP
 DF6329  Y           -  -5,481,860.312 (meters)                     COMP
 DF6329  Z           -   3,159,386.925 (meters)                     COMP
 DF6329  ELLIP HEIGHT-         164.41  (meters)          (07/??/03) GPS OBS
 DF6329  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DF6329
 DF6329  HORZ ORDER  -  SPECIAL (CORS)
 DF6329  ELLP ORDER  -  SPECIAL (CORS)
 DF6329
 DF6329.ITRF positions are available for this station.
 DF6329.The coordinates were established by GPS observations
 DF6329.and adjusted by the National Geodetic Survey in July 2003..
 DF6329.The coordinates are valid at the epoch date displayed above.
 DF6329.The epoch date for horizontal control is a decimal equivalence
 DF6329.of Year/Month/Day.
 DF6329
 DF6329
 DF6329.The PID for the CORS L1 Phase Center is DH9602.
 DF6329
 DF6329.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF6329
 DF6329.The ellipsoidal height was determined by GPS observations
 DF6329.and is referenced to NAD 83.
 DF6329
 DF6329.The geoid height was determined by GEOID03.
 DF6329
 DF6329;                    North         East     Units Scale Factor Converg.
 DF6329;SPC TXSC     - 4,227,829.999   703,438.960   MT  0.99990915   +0 31 28.8
 DF6329;SPC TXSC     -13,870,805.59  2,307,865.99   sFT  0.99990915   +0 31 28.8
 DF6329
 DF6329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6329!SPC TXSC     -   0.99997418  x   0.99990915  =   0.99988333
 DF6329
 DF6329                          SUPERSEDED SURVEY CONTROL
 DF6329
 DF6329.No superseded survey control is available for this station.
 DF6329
 DF6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0341106498(NAD 83)
 DF6329_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF6329
 DF6329                          STATION DESCRIPTION
 DF6329
 DF6329'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF6329'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF6329'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF6329'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF6329'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF6329'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9602 ***********************************************************************
 DH9602  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9602  DESIGNATION -  SAN MARCOS COOP CORS L1 PHASE CENTER
 DH9602  CORS_ID     -  CSM1
 DH9602  PID         -  DH9602
 DH9602  STATE/COUNTY-  TX/HAYS
 DH9602  USGS QUAD   -  SAN MARCOS NORTH (1995)
 DH9602
 DH9602                         *CURRENT SURVEY CONTROL
 DH9602  ___________________________________________________________________
 DH9602* NAD 83(CORS)-  29 53 05.16413(N)    097 55 44.63027(W)     ADJUSTED  
 DH9602* NAVD 88     -                                                        
 DH9602  ___________________________________________________________________
 DH9602  EPOCH DATE  -        2002.00
 DH9602  X           -    -763,505.471 (meters)                     COMP
 DH9602  Y           -  -5,481,860.397 (meters)                     COMP
 DH9602  Z           -   3,159,386.977 (meters)                     COMP
 DH9602  ELLIP HEIGHT-         164.51  (meters)          (07/??/03) GPS OBS
 DH9602  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DH9602
 DH9602  HORZ ORDER  -  SPECIAL (CORS)
 DH9602  ELLP ORDER  -  SPECIAL (CORS)
 DH9602
 DH9602.ITRF positions are available for this station.
 DH9602.The coordinates were established by GPS observations
 DH9602.and adjusted by the National Geodetic Survey in July 2003..
 DH9602.The coordinates are valid at the epoch date displayed above.
 DH9602.The epoch date for horizontal control is a decimal equivalence
 DH9602.of Year/Month/Day.
 DH9602
 DH9602
 DH9602.The PID for the CORS ARP is DF6329.
 DH9602
 DH9602.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9602
 DH9602.The ellipsoidal height was determined by GPS observations
 DH9602.and is referenced to NAD 83.
 DH9602
 DH9602.The geoid height was determined by GEOID03.
 DH9602
 DH9602;                    North         East     Units Scale Factor Converg.
 DH9602;SPC TXSC     - 4,227,830.001   703,438.961   MT  0.99990915   +0 31 28.8
 DH9602;SPC TXSC     -13,870,805.59  2,307,865.99   sFT  0.99990915   +0 31 28.8
 DH9602
 DH9602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9602!SPC TXSC     -   0.99997416  x   0.99990915  =   0.99988332
 DH9602
 DH9602                          SUPERSEDED SURVEY CONTROL
 DH9602
 DH9602.No superseded survey control is available for this station.
 DH9602
 DH9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0341106498(NAD 83)
 DH9602_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9602
 DH9602                          STATION DESCRIPTION
 DH9602
 DH9602'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9602'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH9602'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH9602'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH9602'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH9602'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5767 ***********************************************************************
 DG5767  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5767  DESIGNATION -  SAN MARCOS CORS ARP
 DG5767  CORS_ID     -  TXSM
 DG5767  PID         -  DG5767
 DG5767  STATE/COUNTY-  TX/HAYS
 DG5767  USGS QUAD   -  SAN MARCOS NORTH (1995)
 DG5767
 DG5767                         *CURRENT SURVEY CONTROL
 DG5767  ___________________________________________________________________
 DG5767* NAD 83(CORS)-  29 52 40.52573(N)    097 54 09.65008(W)     ADJUSTED  
 DG5767* NAVD 88     -                                                        
 DG5767  ___________________________________________________________________
 DG5767  EPOCH DATE  -        2002.00
 DG5767  X           -    -761,032.387 (meters)                     COMP
 DG5767  Y           -  -5,482,580.732 (meters)                     COMP
 DG5767  Z           -   3,158,726.227 (meters)                     COMP
 DG5767  ELLIP HEIGHT-         158.63  (meters)          (06/??/04) GPS OBS
 DG5767  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DG5767
 DG5767  HORZ ORDER  -  SPECIAL (CORS)
 DG5767  ELLP ORDER  -  SPECIAL (CORS)
 DG5767
 DG5767.ITRF positions are available for this station.
 DG5767.The coordinates were established by GPS observations
 DG5767.and adjusted by the National Geodetic Survey in June 2004..
 DG5767.The coordinates are valid at the epoch date displayed above.
 DG5767.The epoch date for horizontal control is a decimal equivalence
 DG5767.of Year/Month/Day.
 DG5767
 DG5767
 DG5767.The PID for the CORS L1 Phase Center is DH5963.
 DG5767
 DG5767.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5767
 DG5767.The ellipsoidal height was determined by GPS observations
 DG5767.and is referenced to NAD 83.
 DG5767
 DG5767.The geoid height was determined by GEOID03.
 DG5767
 DG5767;                    North         East     Units Scale Factor Converg.
 DG5767;SPC TXSC     - 4,227,095.066   705,994.308   MT  0.99990801   +0 32 15.3
 DG5767;SPC TXSC     -13,868,394.40  2,316,249.66   sFT  0.99990801   +0 32 15.3
 DG5767
 DG5767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5767!SPC TXSC     -   0.99997509  x   0.99990801  =   0.99988310
 DG5767
 DG5767                          SUPERSEDED SURVEY CONTROL
 DG5767
 DG5767.No superseded survey control is available for this station.
 DG5767
 DG5767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0596605764(NAD 83)
 DG5767_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5767
 DG5767                          STATION DESCRIPTION
 DG5767
 DG5767'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5767'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5767'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5767'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5767'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5767'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5963 ***********************************************************************
 DH5963  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5963  DESIGNATION -  SAN MARCOS CORS L1 PHASE CENTER
 DH5963  CORS_ID     -  TXSM
 DH5963  PID         -  DH5963
 DH5963  STATE/COUNTY-  TX/HAYS
 DH5963  USGS QUAD   -  SAN MARCOS NORTH (1995)
 DH5963
 DH5963                         *CURRENT SURVEY CONTROL
 DH5963  ___________________________________________________________________
 DH5963* NAD 83(CORS)-  29 52 40.52574(N)    097 54 09.65006(W)     ADJUSTED  
 DH5963* NAVD 88     -                                                        
 DH5963  ___________________________________________________________________
 DH5963  EPOCH DATE  -        2002.00
 DH5963  X           -    -761,032.396 (meters)                     COMP
 DH5963  Y           -  -5,482,580.800 (meters)                     COMP
 DH5963  Z           -   3,158,726.267 (meters)                     COMP
 DH5963  ELLIP HEIGHT-         158.71  (meters)          (06/??/04) GPS OBS
 DH5963  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DH5963
 DH5963  HORZ ORDER  -  SPECIAL (CORS)
 DH5963  ELLP ORDER  -  SPECIAL (CORS)
 DH5963
 DH5963.ITRF positions are available for this station.
 DH5963.The coordinates were established by GPS observations
 DH5963.and adjusted by the National Geodetic Survey in June 2004..
 DH5963.The coordinates are valid at the epoch date displayed above.
 DH5963.The epoch date for horizontal control is a decimal equivalence
 DH5963.of Year/Month/Day.
 DH5963
 DH5963
 DH5963.The PID for the CORS ARP is DG5767.
 DH5963
 DH5963.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5963
 DH5963.The ellipsoidal height was determined by GPS observations
 DH5963.and is referenced to NAD 83.
 DH5963
 DH5963.The geoid height was determined by GEOID03.
 DH5963
 DH5963;                    North         East     Units Scale Factor Converg.
 DH5963;SPC TXSC     - 4,227,095.066   705,994.309   MT  0.99990801   +0 32 15.3
 DH5963;SPC TXSC     -13,868,394.40  2,316,249.66   sFT  0.99990801   +0 32 15.3
 DH5963
 DH5963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5963!SPC TXSC     -   0.99997507  x   0.99990801  =   0.99988309
 DH5963
 DH5963                          SUPERSEDED SURVEY CONTROL
 DH5963
 DH5963.No superseded survey control is available for this station.
 DH5963
 DH5963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0596705764(NAD 83)
 DH5963_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5963
 DH5963                          STATION DESCRIPTION
 DH5963
 DH5963'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5963'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5963'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5963'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5963'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5963'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1672 ***********************************************************************
 AB1672  DESIGNATION -  SAN PEDRO
 AB1672  PID         -  AB1672
 AB1672  STATE/COUNTY-  TX/KENEDY
 AB1672  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1672
 AB1672                         *CURRENT SURVEY CONTROL
 AB1672  ___________________________________________________________________
 AB1672* NAD 83(1993)-  26 56 52.75283(N)    097 41 32.65582(W)     ADJUSTED  
 AB1672* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1672  ___________________________________________________________________
 AB1672  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AB1672  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AB1672
 AB1672  HORZ ORDER  -  THIRD
 AB1672
 AB1672.The horizontal coordinates were established by classical geodetic methods
 AB1672.and adjusted by the National Geodetic Survey in February 1996..
 AB1672
 AB1672.The orthometric height was scaled from a topographic map.
 AB1672
 AB1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1672
 AB1672.The geoid height was determined by GEOID03.
 AB1672
 AB1672;                    North         East     Units Scale Factor Converg.
 AB1672;SPC TX S     - 5,142,215.876   380,185.710   MT  0.99989522   +0 21 60.0
 AB1672;SPC TX S     -16,870,753.25  1,247,325.95   sFT  0.99989522   +0 21 60.0
 AB1672;UTM  14      - 2,981,345.633   629,799.666   MT  0.99980799   +0 35 33.6
 AB1672
 AB1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1672!SPC TX S     -   1.00000259  x   0.99989522  =   0.99989781
 AB1672!UTM  14      -   1.00000259  x   0.99980799  =   0.99981058
 AB1672
 AB1672|---------------------------------------------------------------------|
 AB1672| PID    Reference Object                     Distance      Geod. Az  |
 AB1672|                                                           dddmmss.s |
 AB1672| CV3419 SAN PEDRO RM 1                       18.957 METERS 13142     |
 AB1672| CV3418 SAN PEDRO AZ MK                                    1321126.8 |
 AB1672| CV3420 SAN PEDRO RM 2                        9.072 METERS 21826     |
 AB1672|---------------------------------------------------------------------|
 AB1672
 AB1672                          SUPERSEDED SURVEY CONTROL
 AB1672
 AB1672  NAD 83(1986)-  26 56 52.76726(N)    097 41 32.62609(W) AD(       ) 3
 AB1672  NAD 27      -  26 56 51.57100(N)    097 41 31.65600(W) AD(       ) 3
 AB1672
 AB1672.Superseded values are not recommended for survey control.
 AB1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1672.See file dsdata.txt to determine how the superseded data were derived.
 AB1672
 AB1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2980081346(NAD 83)
 AB1672_MARKER: DS = TRIANGULATION STATION DISK
 AB1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1672
 AB1672  HISTORY     - Date     Condition        Report By
 AB1672  HISTORY     - 1950     MONUMENTED       CGS
 AB1672  HISTORY     - 1950     GOOD             CGS
 AB1672  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AB1672
 AB1672                          STATION DESCRIPTION
 AB1672
 AB1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AB1672'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF TURCOTTE,
 AB1672'6-1/2 MILES EAST-NORTHEAST OF ARMSTRONG AND 2-1/2 MILES
 AB1672'WEST OF THE SAN PEDRO RANCH, ON THE NORTH SIDE OF A GRADED
 AB1672'DIRT ROAD AND ON LAND OWNED BY THE KENEDY RANCH.  IT IS
 AB1672'ABOUT 0.05 MILE NORTH OF GATE IN EAST-WEST FENCE LINE AND
 AB1672'18 FEET NORTH OF THE CENTER OF GRADED ROAD.  IT IS STAMPED
 AB1672'SAN PEDRO 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AB1672'
 AB1672'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 10 FEET
 AB1672'NORTH OF THE CENTER OF GRADED ROAD AND ABOUT 1 FOOT LOWER
 AB1672'IN ELEVATION THAN STATION MARK.  IT IS STAMPED SAN PEDRO
 AB1672'NO 1 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AB1672'
 AB1672'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 12 FEET
 AB1672'SOUTH OF THE CENTER OF THE GRADED ROAD AND ON ABOUT THE
 AB1672'SAME ELEVATION AS STATION MARK.  IT IS STAMPED SAN PEDRO
 AB1672'NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AB1672'
 AB1672'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 AB1672'NO 2 IS 67.34 FEET.
 AB1672'
 AB1672'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION,
 AB1672'SET ON THE HIGH POINT OF A SMALL SAND HILL 12 FEET SOUTH
 AB1672'OF THE CENTER OF THE GRADED DIRT ROAD.  IT IS STAMPED SAN
 AB1672'PEDRO 1949 AND SET FLUSH WITH THE GROUND SURFACE.  TO REACH
 AB1672'FROM THE STATION, GO SOUTHEAST ON GRADED DIRT ROAD PASSING
 AB1672'THROUGH METAL GATE FOR 0.5 MILE TO THE MARK ON THE RIGHT
 AB1672'AS DESCRIBED.
 AB1672'
 AB1672'TO REACH THE STATION FROM TURCOTTE, GO THROUGH LOCKED GATE
 AB1672'ON THE EAST SIDE OF U.S. HIGHWAY NO 77 OPPOSITE TWO HOUSES
 AB1672'ON THE WEST SIDE OF HIGHWAY AND RAILROAD TRACKS, (KEY TO GATE
 AB1672'WILL HAVE TO BE OBTAINED FROM RANCH OFFICIALS IN SARITA)
 AB1672'AND FOLLOW GRADED DIRT ROAD EAST, SOUTHEAST AND SOUTH FOR
 AB1672'8.05 MILES TO STATION ON THE LEFT JUST BEFORE REACHING
 AB1672'METAL GATE AS DESCRIBED.
 AB1672'
 AB1672'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AB1672
 AB1672                          STATION RECOVERY (1950)
 AB1672
 AB1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1672'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN
 AB1672'GOOD CONDITION.  THE 1949 DESCRIPTION BY R.L. ENGDAHL IS
 AB1672'ADEQUATE AND COMPLETE.
 AB1672
 AB1672                          STATION RECOVERY (2004)
 AB1672
 AB1672'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0467 ***********************************************************************
 AB0467  DESIGNATION -  SAN RM 1
 AB0467  PID         -  AB0467
 AB0467  STATE/COUNTY-  TX/CAMERON
 AB0467  USGS QUAD   -  RIO HONDO (1980)
 AB0467
 AB0467                         *CURRENT SURVEY CONTROL
 AB0467  ___________________________________________________________________
 AB0467* NAD 83(1986)-  26 07 54.     (N)    097 36 57.     (W)     SCALED    
 AB0467* NAVD 88     -         9.278  (meters)      30.44   (feet)  ADJUSTED  
 AB0467  ___________________________________________________________________
 AB0467  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB0467  DYNAMIC HT  -           9.263 (meters)      30.39  (feet)  COMP
 AB0467  MODELED GRAV-     979,034.8   (mgal)                       NAVD 88
 AB0467
 AB0467  VERT ORDER  -  FIRST     CLASS II
 AB0467
 AB0467.The horizontal coordinates were scaled from a topographic map and have
 AB0467.an estimated accuracy of +/- 6 seconds.
 AB0467
 AB0467.The orthometric height was determined by differential leveling
 AB0467.and adjusted by the National Geodetic Survey in June 1991..
 AB0467
 AB0467.The geoid height was determined by GEOID03.
 AB0467
 AB0467.The dynamic height is computed by dividing the NAVD 88
 AB0467.geopotential number by the normal gravity value computed on the
 AB0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0467.degrees latitude (g = 980.6199 gals.).
 AB0467
 AB0467.The modeled gravity was interpolated from observed gravity values.
 AB0467
 AB0467;                    North         East    Units  Estimated Accuracy
 AB0467;SPC TX S     - 5,051,830.      388,420.      MT  (+/- 180 meters Scaled)
 AB0467
 AB0467                          SUPERSEDED SURVEY CONTROL
 AB0467
 AB0467  NGVD 29 (??/??/92)    9.386  (m)           30.79   (f) ADJ UNCH    1 2
 AB0467
 AB0467.Superseded values are not recommended for survey control.
 AB0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0467.See file dsdata.txt to determine how the superseded data were derived.
 AB0467
 AB0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP383910(NAD 83)
 AB0467_MARKER: DR = REFERENCE MARK DISK
 AB0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0467_STAMPING: SAN NO 1 1947
 AB0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0467+STABILITY: SURFACE MOTION
 AB0467
 AB0467  HISTORY     - Date     Condition        Report By
 AB0467  HISTORY     - 1947     MONUMENTED       CGS
 AB0467  HISTORY     - 1951     GOOD             NGS
 AB0467  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0467  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0467  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0467
 AB0467                          STATION DESCRIPTION
 AB0467
 AB0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0467'1.15 MI E FROM SAN BENITO.
 AB0467'0.35 MILE NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0467'SAN BENITO, THENCE 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 77, AT THE
 AB0467'SAN BENITO MUNICIPAL AIRPORT, 210 FEET SOUTHWEST OF THE WEST CORNER OF
 AB0467'THE NORTHEAST HANGAR, 67.8 FEET NORTH OF TRIANGULATION STATION SAN
 AB0467'1947, 1 FOOT SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 AB0467'WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 AB0467
 AB0467                          STATION RECOVERY (1981)
 AB0467
 AB0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0467'NOT RECOVERED.
 AB0467
 AB0467                          STATION RECOVERY (1988)
 AB0467
 AB0467'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0467'MARK NOT FOUND.
 AB0467
 AB0467                          STATION RECOVERY (1991)
 AB0467
 AB0467'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0583 ***********************************************************************
 AW0583  DESIGNATION -  SAN RM 1
 AW0583  PID         -  AW0583
 AW0583  STATE/COUNTY-  TX/GALVESTON
 AW0583  USGS QUAD   -  GALVESTON (1994)
 AW0583
 AW0583                         *CURRENT SURVEY CONTROL
 AW0583  ___________________________________________________________________
 AW0583* NAD 83(1993)-  29 18 54.22803(N)    094 45 50.07973(W)     ADJUSTED  
 AW0583* NAVD 88     -         4.338  (meters)      14.23   (feet)  ADJUSTED  
 AW0583  ___________________________________________________________________
 AW0583  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AW0583  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW0583  DYNAMIC HT  -           4.332 (meters)      14.21  (feet)  COMP
 AW0583  MODELED GRAV-     979,264.2   (mgal)                       NAVD 88
 AW0583
 AW0583  HORZ ORDER  -  SECOND
 AW0583  VERT ORDER  -  FIRST     CLASS II
 AW0583
 AW0583.The horizontal coordinates were established by classical geodetic methods
 AW0583.and adjusted by the National Geodetic Survey in February 1996..
 AW0583
 AW0583.The orthometric height was determined by differential leveling
 AW0583.and adjusted by the National Geodetic Survey in March 1997..
 AW0583
 AW0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0583
 AW0583.The geoid height was determined by GEOID03.
 AW0583
 AW0583.The dynamic height is computed by dividing the NAVD 88
 AW0583.geopotential number by the normal gravity value computed on the
 AW0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0583.degrees latitude (g = 980.6199 gals.).
 AW0583
 AW0583.The modeled gravity was interpolated from observed gravity values.
 AW0583
 AW0583;                    North         East     Units Scale Factor Converg.
 AW0583;SPC TXSC     - 4,171,665.474 1,011,355.765   MT  0.99986330   +2 04 31.1
 AW0583;SPC TXSC     -13,686,539.14  3,318,089.71   sFT  0.99986330   +2 04 31.1
 AW0583;UTM  15      - 3,244,184.001   328,704.578   MT  0.99996207   -0 51 49.8
 AW0583
 AW0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0583!SPC TXSC     -   1.00000350  x   0.99986330  =   0.99986680
 AW0583!UTM  15      -   1.00000350  x   0.99996207  =   0.99996557
 AW0583
 AW0583                          SUPERSEDED SURVEY CONTROL
 AW0583
 AW0583  NAD 83(1986)-  29 18 54.24343(N)    094 45 50.06025(W) AD(       ) 2
 AW0583  NAD 27      -  29 18 53.39320(N)    094 45 49.35570(W) AD(       ) 2
 AW0583  NAVD 88 (06/15/91)    4.378  (m)           14.36   (f) UNKNOWN     1 1
 AW0583  NGVD 29 (12/23/87)    4.374  (m)           14.35   (f) ADJUSTED    1 1
 AW0583
 AW0583.Superseded values are not recommended for survey control.
 AW0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0583.See file dsdata.txt to determine how the superseded data were derived.
 AW0583
 AW0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2870544184(NAD 83)
 AW0583_MARKER: DR = REFERENCE MARK DISK
 AW0583_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0583_SP_SET: SIDEWALK
 AW0583_STAMPING: SAN NO 1 1933 ELEV 15.308 FT
 AW0583_MARK LOGO: CGS   
 AW0583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0583+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0583
 AW0583  HISTORY     - Date     Condition        Report By
 AW0583  HISTORY     - 1933     MONUMENTED       CGS
 AW0583  HISTORY     - 1964     GOOD             NGS
 AW0583  HISTORY     - 1974     GOOD             NGS
 AW0583  HISTORY     - 1978     GOOD             NGS
 AW0583  HISTORY     - 1984     GOOD             USPSQD
 AW0583  HISTORY     - 1987     GOOD             USPSQD
 AW0583  HISTORY     - 1987     GOOD             USPSQD
 AW0583  HISTORY     - 1987     GOOD             USPSQD
 AW0583  HISTORY     - 1987     GOOD             USPSQD
 AW0583  HISTORY     - 1987     GOOD             USPSQD
 AW0583  HISTORY     - 1987     GOOD             USPSQD
 AW0583  HISTORY     - 1987     GOOD             NGS
 AW0583  HISTORY     - 1988     GOOD             USPSQD
 AW0583  HISTORY     - 1988     GOOD             USPSQD
 AW0583  HISTORY     - 1988     GOOD             USPSQD
 AW0583  HISTORY     - 1988     GOOD             USPSQD
 AW0583  HISTORY     - 1988     GOOD             USPSQD
 AW0583  HISTORY     - 1988     GOOD             USPSQD
 AW0583  HISTORY     - 1988     GOOD             USPSQD
 AW0583  HISTORY     - 1989     GOOD             USPSQD
 AW0583  HISTORY     - 1989     GOOD             USPSQD
 AW0583  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0583  HISTORY     - 1989     GOOD             USPSQD
 AW0583  HISTORY     - 1989     GOOD             USPSQD
 AW0583  HISTORY     - 1989     GOOD             USPSQD
 AW0583  HISTORY     - 1989     GOOD             USPSQD
 AW0583  HISTORY     - 1989     GOOD             USPSQD
 AW0583  HISTORY     - 1990     GOOD             USPSQD
 AW0583  HISTORY     - 19940917 GOOD             USPSQD
 AW0583  HISTORY     - 19951006 GOOD             CHANCE
 AW0583  HISTORY     - 19961205 GOOD             NGS
 AW0583  HISTORY     - 20031210 GOOD             USPSQD
 AW0583  HISTORY     - 20041210 GOOD             USPSQD
 AW0583  HISTORY     - 20051214 GOOD             USPSQD
 AW0583
 AW0583                          STATION DESCRIPTION
 AW0583
 AW0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0583'2.2 MI NE FROM GALVESTON.
 AW0583'ABOUT 2.2 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0583'CENTER AT GALVESTON, 167 1/2 FEET NORTHEAST OF SAN 1933, 93 FEET NORTH
 AW0583'OF AN ANGLE IN THE SEA WALL, 9 1/2 FEET NORTHWEST OF THE SOUTHEAST
 AW0583'EDGE OF THE SEA WALL, AND SET IN THE CENTER OF THE TOP OF A CONCRETE
 AW0583'SIDEWALK.
 AW0583
 AW0583                          STATION RECOVERY (1974)
 AW0583
 AW0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1978)
 AW0583
 AW0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1984)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1987)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1987)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1987)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1987)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1987)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1987)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1987)
 AW0583
 AW0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1988)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1988)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1988)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1988)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1988)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1988)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1988)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1989)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1989)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1989)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AW0583'MARK NOT FOUND.
 AW0583
 AW0583                          STATION RECOVERY (1989)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1989)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1989)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1989)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1989)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1990)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1994)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (1995)
 AW0583
 AW0583'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0583'RECOVERED AS DESCRIBED.  ADDITIONAL TIES FOLLOW.  AT A BEND IN THE
 AW0583'SEAWALL, 2.9 M (9.5 FT) NORTHWEST OF THE SOUTHWEST EDGE OF THE
 AW0583'SEAWALL, 1.7 M (5.6 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF SEAWALL
 AW0583'BOULEVARD, 1.8 M (5.9 FT) SOUTHWEST OF A --CAUTION DROP OFF-- SIGN,
 AW0583'28.1 M (92.2 FT) NORTH OF A --45MPH-- SIGN, 39.4 M (129.3 FT) EAST OF
 AW0583'A STEEL UTILITY POLE, 45.3 M (148.6 FT) NORTH OF REFERENCE MARK SAN
 AW0583'NO.2.
 AW0583
 AW0583                          STATION RECOVERY (1996)
 AW0583
 AW0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0583'1.4 KM (0.85 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0583'JUNCTION OF BROADWAY AVENUE IN GALVESTON, IN A CONCRETE SIDEWALK
 AW0583'BETWEEN A SEAWALL AND THE BOULEVARD, 45.3 M (148.6 FT) NORTHEAST OF
 AW0583'SAN REFERENCE MARK 2, 29.0 M (95.1 FT) NORTHEAST OF A BEND IN THE
 AW0583'SEAWALL, 7.6 M (24.9 FT) SOUTHEAST OF THE BOULEVARD CENTERLINE, 2.8 M
 AW0583'(9.2 FT) NORTHWEST OF THE SOUTHEAST EDGE OF A SEAWALL, 1.7 M (5.6 FT)
 AW0583'SOUTHWEST OF A SIGN POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AW0583'BOULEVARD.  NOTE--THE MARK SHOWS SIGNS OF MOVEMENT.  USE WITH CAUTION.
 AW0583
 AW0583                          STATION RECOVERY (2003)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (2004)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0583'RECOVERED IN GOOD CONDITION.
 AW0583
 AW0583                          STATION RECOVERY (2005)
 AW0583
 AW0583'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0583'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0465 ***********************************************************************
 AB0465  DESIGNATION -  SAN RM 2
 AB0465  PID         -  AB0465
 AB0465  STATE/COUNTY-  TX/CAMERON
 AB0465  USGS QUAD   -  RIO HONDO (1980)
 AB0465
 AB0465                         *CURRENT SURVEY CONTROL
 AB0465  ___________________________________________________________________
 AB0465* NAD 83(1986)-  26 07 55.     (N)    097 36 57.     (W)     SCALED    
 AB0465* NAVD 88     -         9.389  (meters)      30.80   (feet)  ADJUSTED  
 AB0465  ___________________________________________________________________
 AB0465  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB0465  DYNAMIC HT  -           9.373 (meters)      30.75  (feet)  COMP
 AB0465  MODELED GRAV-     979,034.8   (mgal)                       NAVD 88
 AB0465
 AB0465  VERT ORDER  -  FIRST     CLASS II
 AB0465
 AB0465.The horizontal coordinates were scaled from a topographic map and have
 AB0465.an estimated accuracy of +/- 6 seconds.
 AB0465
 AB0465.The orthometric height was determined by differential leveling
 AB0465.and adjusted by the National Geodetic Survey in June 1991..
 AB0465
 AB0465.The geoid height was determined by GEOID03.
 AB0465
 AB0465.The dynamic height is computed by dividing the NAVD 88
 AB0465.geopotential number by the normal gravity value computed on the
 AB0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0465.degrees latitude (g = 980.6199 gals.).
 AB0465
 AB0465.The modeled gravity was interpolated from observed gravity values.
 AB0465
 AB0465;                    North         East    Units  Estimated Accuracy
 AB0465;SPC TX S     - 5,051,860.      388,420.      MT  (+/- 180 meters Scaled)
 AB0465
 AB0465                          SUPERSEDED SURVEY CONTROL
 AB0465
 AB0465  NGVD 29 (??/??/92)    9.497  (m)           31.16   (f) ADJ UNCH    1 2
 AB0465
 AB0465.Superseded values are not recommended for survey control.
 AB0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0465.See file dsdata.txt to determine how the superseded data were derived.
 AB0465
 AB0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP383910(NAD 83)
 AB0465_MARKER: DR = REFERENCE MARK DISK
 AB0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0465_STAMPING: SAN NO 2 1947
 AB0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0465+STABILITY: SURFACE MOTION
 AB0465
 AB0465  HISTORY     - Date     Condition        Report By
 AB0465  HISTORY     - 1947     MONUMENTED       CGS
 AB0465  HISTORY     - 1951     GOOD             NGS
 AB0465  HISTORY     - 1981     POOR             USPSQD
 AB0465  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0465  HISTORY     - 1987     GOOD             USPSQD
 AB0465  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0465
 AB0465                          STATION DESCRIPTION
 AB0465
 AB0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0465'1.15 MI E FROM SAN BENITO.
 AB0465'0.35 MILE NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0465'SAN BENITO, THENCE 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 77, AT THE
 AB0465'SAN BENITO MUNICIPAL AIRPORT, 59.3 FEET SOUTHEAST OF TRIANGULATION
 AB0465'STATION SAN 1947, 1.6 FEET NORTHEAST OF THE NORTH CORNER OF THE OFFICE
 AB0465'BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AB0465'ABOVE THE GROUND.
 AB0465
 AB0465                          STATION RECOVERY (1981)
 AB0465
 AB0465'RECOVERY NOTE BY US POWER SQUADRON 1981 (CNC)
 AB0465'MARK RECOVERED IN POOR CONDITION.
 AB0465
 AB0465                          STATION RECOVERY (1981)
 AB0465
 AB0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0465'SEARCHED FOR NOT RECOVERED.
 AB0465
 AB0465                          STATION RECOVERY (1987)
 AB0465
 AB0465'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0465'RECOVERED IN GOOD CONDITION.
 AB0465
 AB0465                          STATION RECOVERY (1991)
 AB0465
 AB0465'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0584 ***********************************************************************
 AW0584  DESIGNATION -  SAN RM 2
 AW0584  PID         -  AW0584
 AW0584  STATE/COUNTY-  TX/GALVESTON
 AW0584  USGS QUAD   -  GALVESTON (1994)
 AW0584
 AW0584                         *CURRENT SURVEY CONTROL
 AW0584  ___________________________________________________________________
 AW0584* NAD 83(1993)-  29 18 52.95981(N)    094 45 50.93297(W)     ADJUSTED  
 AW0584* NAVD 88     -         4.326  (meters)      14.19   (feet)  ADJUSTED  
 AW0584  ___________________________________________________________________
 AW0584  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AW0584  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW0584  DYNAMIC HT  -           4.320 (meters)      14.17  (feet)  COMP
 AW0584  MODELED GRAV-     979,264.1   (mgal)                       NAVD 88
 AW0584
 AW0584  HORZ ORDER  -  SECOND
 AW0584  VERT ORDER  -  FIRST     CLASS II
 AW0584
 AW0584.The horizontal coordinates were established by classical geodetic methods
 AW0584.and adjusted by the National Geodetic Survey in February 1996..
 AW0584
 AW0584.The orthometric height was determined by differential leveling
 AW0584.and adjusted by the National Geodetic Survey in March 1997..
 AW0584
 AW0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0584
 AW0584.The geoid height was determined by GEOID03.
 AW0584
 AW0584.The dynamic height is computed by dividing the NAVD 88
 AW0584.geopotential number by the normal gravity value computed on the
 AW0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0584.degrees latitude (g = 980.6199 gals.).
 AW0584
 AW0584.The modeled gravity was interpolated from observed gravity values.
 AW0584
 AW0584;                    North         East     Units Scale Factor Converg.
 AW0584;SPC TXSC     - 4,171,625.624 1,011,334.173   MT  0.99986330   +2 04 30.7
 AW0584;SPC TXSC     -13,686,408.40  3,318,018.87   sFT  0.99986330   +2 04 30.7
 AW0584;UTM  15      - 3,244,145.306   328,680.969   MT  0.99996217   -0 51 50.2
 AW0584
 AW0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0584!SPC TXSC     -   1.00000350  x   0.99986330  =   0.99986680
 AW0584!UTM  15      -   1.00000350  x   0.99996217  =   0.99996567
 AW0584
 AW0584                          SUPERSEDED SURVEY CONTROL
 AW0584
 AW0584  NAD 83(1986)-  29 18 52.97521(N)    094 45 50.91349(W) AD(       ) 2
 AW0584  NAD 27      -  29 18 52.12058(N)    094 45 50.20917(W) AD(       ) 2
 AW0584  NAVD 88 (06/15/91)    4.366  (m)           14.32   (f) UNKNOWN     1 1
 AW0584  NGVD 29 (12/23/87)    4.363  (m)           14.31   (f) ADJUSTED    1 1
 AW0584
 AW0584.Superseded values are not recommended for survey control.
 AW0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0584.See file dsdata.txt to determine how the superseded data were derived.
 AW0584
 AW0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2868144145(NAD 83)
 AW0584_MARKER: DR = REFERENCE MARK DISK
 AW0584_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0584_SP_SET: SIDEWALK
 AW0584_STAMPING: SAN NO 2 1933 ELEV 15.282 FT
 AW0584_MARK LOGO: CGS   
 AW0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0584+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 AW0584
 AW0584  HISTORY     - Date     Condition        Report By
 AW0584  HISTORY     - 1933     MONUMENTED       CGS
 AW0584  HISTORY     - 1964     GOOD             NGS
 AW0584  HISTORY     - 1974     GOOD             NGS
 AW0584  HISTORY     - 1978     GOOD             NGS
 AW0584  HISTORY     - 1984     GOOD             USPSQD
 AW0584  HISTORY     - 1987     GOOD             USPSQD
 AW0584  HISTORY     - 1987     GOOD             USPSQD
 AW0584  HISTORY     - 1987     GOOD             USPSQD
 AW0584  HISTORY     - 1987     GOOD             USPSQD
 AW0584  HISTORY     - 1987     GOOD             NGS
 AW0584  HISTORY     - 1988     GOOD             USPSQD
 AW0584  HISTORY     - 1988     GOOD             USPSQD
 AW0584  HISTORY     - 1988     GOOD             USPSQD
 AW0584  HISTORY     - 1988     GOOD             USPSQD
 AW0584  HISTORY     - 1988     GOOD             USPSQD
 AW0584  HISTORY     - 1988     GOOD             USPSQD
 AW0584  HISTORY     - 1988     GOOD             USPSQD
 AW0584  HISTORY     - 1988     GOOD             USPSQD
 AW0584  HISTORY     - 1988     GOOD             USPSQD
 AW0584  HISTORY     - 1989     GOOD             USPSQD
 AW0584  HISTORY     - 1989     GOOD             USPSQD
 AW0584  HISTORY     - 1989     GOOD             USPSQD
 AW0584  HISTORY     - 1989     GOOD             USPSQD
 AW0584  HISTORY     - 1989     GOOD             USPSQD
 AW0584  HISTORY     - 1989     GOOD             USPSQD
 AW0584  HISTORY     - 1989     GOOD             USPSQD
 AW0584  HISTORY     - 1990     GOOD             USPSQD
 AW0584  HISTORY     - 19940917 GOOD             USPSQD
 AW0584  HISTORY     - 19951006 GOOD             CHANCE
 AW0584  HISTORY     - 19961205 GOOD             NGS
 AW0584  HISTORY     - 20031210 GOOD             USPSQD
 AW0584  HISTORY     - 20041210 GOOD             USPSQD
 AW0584  HISTORY     - 20051214 POOR             USPSQD
 AW0584
 AW0584                          STATION DESCRIPTION
 AW0584
 AW0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0584'2.2 MI NE FROM GALVESTON.
 AW0584'ABOUT 2.2 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0584'CENTER AT GALVESTON, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0584'BOULEVARD 96 1/2 FEET SOUTHEAST OF SAN 1933, 10 FEET NORTHWEST OF THE
 AW0584'SOUTHEAST EDGE OF THE SEA WALL, AND SET IN THE CENTER OF THE TOP OF A
 AW0584'CONCRETE SIDEWALK.
 AW0584
 AW0584                          STATION RECOVERY (1974)
 AW0584
 AW0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1978)
 AW0584
 AW0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1984)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1987)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1987)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1987)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1987)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1987)
 AW0584
 AW0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1988)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1988)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1988)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1988)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1988)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1988)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1988)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1988)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1988)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1989)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1989)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1989)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1989)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1989)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1989)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1989)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1990)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1994)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (1995)
 AW0584
 AW0584'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0584'RECOVERED AS DESCRIBED.ADDITIONAL TIES FOLLOW.  AT A BEND IN THE
 AW0584'SEAWALL, 3.0 M (9.8 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AW0584'SEAWALL, 1.6 M (5.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF SEAWALL
 AW0584'BOULEVARD, 17.2 M (56.4 FT) SOUTH OF A --45-MPH-- SIGN, 45.3 M (148.6
 AW0584'FT) SOUTH OF REFERENCE MONUMENT SAN NO.1, 46.8 M (153.5 FT) SOUTH OF A
 AW0584'--CAUTION DROP OFF-- SIGN, 32.7 M (107.3 FT) SOUTHWEST OF A STEEL
 AW0584'UTILITY POLE.
 AW0584
 AW0584                          STATION RECOVERY (1996)
 AW0584
 AW0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0584'1.4 KM (0.85 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0584'JUNCTION OF BROADWAY AVENUE IN GALVESTON, IN A CONCRETE SIDEWALK
 AW0584'BETWEEN A SEAWALL AND THE BOULEVARD, 45.3 M (148.6 FT) SOUTHWEST OF
 AW0584'SAN REFERENCE MARK 1, 17.7 M (58.1 FT) SOUTHWEST OF A BEND IN THE
 AW0584'SEAWALL, 7.6 M (24.9 FT) SOUTHEAST OF THE BOULEVARD CENTERLINE, AND
 AW0584'0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 AW0584
 AW0584                          STATION RECOVERY (2003)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (2004)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0584'RECOVERED IN GOOD CONDITION.
 AW0584
 AW0584                          STATION RECOVERY (2005)
 AW0584
 AW0584'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0584'DISK IS GONE.  THERE IS A NAIL IN THE CENTER OF THE OLD GLUE RING.
 AW0584'THERE IS ORANGE PAINT AROUND THE NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1385 ***********************************************************************
 AJ1385  DESIGNATION -  SAN ROMAN
 AJ1385  PID         -  AJ1385
 AJ1385  STATE/COUNTY-  TX/WEBB
 AJ1385  USGS QUAD   -  VENADO CREEK WEST (1980)
 AJ1385
 AJ1385                         *CURRENT SURVEY CONTROL
 AJ1385  ___________________________________________________________________
 AJ1385* NAD 83(1993)-  27 55 31.64871(N)    099 20 30.97606(W)     ADJUSTED  
 AJ1385* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 AJ1385  ___________________________________________________________________
 AJ1385  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AJ1385  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AJ1385
 AJ1385  HORZ ORDER  -  FIRST
 AJ1385
 AJ1385.The horizontal coordinates were established by classical geodetic methods
 AJ1385.and adjusted by the National Geodetic Survey in February 1996..
 AJ1385
 AJ1385.The orthometric height was scaled from a topographic map.
 AJ1385
 AJ1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1385
 AJ1385.The geoid height was determined by GEOID03.
 AJ1385
 AJ1385;                    North         East     Units Scale Factor Converg.
 AJ1385;SPC TX S     - 5,250,542.790   217,127.082   MT  1.00002462   -0 22 56.1
 AJ1385;SPC TX S     -17,226,155.80    712,357.77   sFT  1.00002462   -0 22 56.1
 AJ1385;SPC TXSC     - 4,010,260.100   566,337.810   MT  1.00016287   -0 10 03.1
 AJ1385;SPC TXSC     -13,156,995.01  1,858,059.96   sFT  1.00016287   -0 10 03.1
 AJ1385;UTM  14      - 3,088,992.029   466,356.593   MT  0.99961397   -0 09 36.5
 AJ1385
 AJ1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1385!SPC TX S     -   0.99997462  x   1.00002462  =   0.99999924
 AJ1385!SPC TXSC     -   0.99997462  x   1.00016287  =   1.00013749
 AJ1385!UTM  14      -   0.99997462  x   0.99961397  =   0.99958860
 AJ1385
 AJ1385|---------------------------------------------------------------------|
 AJ1385| PID    Reference Object                     Distance      Geod. Az  |
 AJ1385|                                                           dddmmss.s |
 AJ1385| CV3422 SAN ROMAN RM 1                       31.063 METERS 08127     |
 AJ1385| CV3423 SAN ROMAN RM 2                       29.312 METERS 18338     |
 AJ1385| AJ1389 SAN ROMAN RANCH STEEL WTR TK        APPROX. 6.5 KM 2874316.0 |
 AJ1385| AO0701 ENCINAL CATHOLIC CHURCH CROSS       APPROX.12.9 KM 3523811.5 |
 AJ1385| CV3421 SAN ROMAN AZ MK                                    3590653.7 |
 AJ1385|---------------------------------------------------------------------|
 AJ1385
 AJ1385                          SUPERSEDED SURVEY CONTROL
 AJ1385
 AJ1385  NAD 83(1986)-  27 55 31.64654(N)    099 20 30.94912(W) AD(       ) 1
 AJ1385  NAD 27      -  27 55 30.60800(N)    099 20 29.83700(W) AD(       ) 1
 AJ1385
 AJ1385.Superseded values are not recommended for survey control.
 AJ1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1385.See file dsdata.txt to determine how the superseded data were derived.
 AJ1385
 AJ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6635788992(NAD 83)
 AJ1385_MARKER: DS = TRIANGULATION STATION DISK
 AJ1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1385
 AJ1385  HISTORY     - Date     Condition        Report By
 AJ1385  HISTORY     - 1935     MONUMENTED       CGS
 AJ1385
 AJ1385                          STATION DESCRIPTION
 AJ1385
 AJ1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1385'STATION IS LOCATED IN SANDY, MESQUITE COVERED PASTURE LAND ON THE
 AJ1385'SAN ROMAN RANCH AND ON A HIGH ROUNDED RIDGE ABOUT 1/2 MILE
 AJ1385'SW OF A STEEL WINDMILL TOWER FROM WHICH THE RIDGE BUILDS UP.
 AJ1385'MARK IS SET 8 FEET E OF A NS FENCE WHICH CROSSES RIDGE AND
 AJ1385'DIVIDES THE CALLAHAN PASTURE FROM THE SAN ROMAN RANCH.
 AJ1385'
 AJ1385'A KEY IS NECESSARY TO ENTER THIS PASTURE THROUGH A LOCKED
 AJ1385'GATE ON U.S. HIGHWAY 81.  THIS KEY CAN BE OBTAINED FROM MR.
 AJ1385'R.I. CARR AT THE OFFICE AT THE SAN ROMAN HEADQUARTERS.  SAN
 AJ1385'ROMAN HEADQUARTERS ARE REACHED FROM THE RAILROAD STATION IN
 AJ1385'ENCINAL BY GOING S 6.7 MILES ON U.S. HIGHWAY 81 TO A LARGE
 AJ1385'SIGNBOARD ON LEFT SAN ROMAN RANCH ETC., TURN RIGHT, W 1.0
 AJ1385'MILE, TURN LEFT S AND GO 0.3 MILE TO FIRST BUILDING ON LEFT
 AJ1385'WHICH IS THE OFFICE.
 AJ1385'
 AJ1385'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1385'BRONZE DISKS SET IN CONCRETE.
 AJ1385'
 AJ1385'REFERENCE MARK NO. 1 IS SET ENE OF STATION.
 AJ1385'
 AJ1385'REFERENCE MARK NO. 2 IS S OF STATION IN NS FENCE LINE.
 AJ1385'
 AJ1385'AZIMUTH MARK IS 0.35 MILE N OF STATION SET AT JUNCTIONS OF
 AJ1385'NS - EW FENCE LINES, IN CORNER.
 AJ1385'
 AJ1385'TO REACH STATION GO 0.15 MILE S ON U.S. HIGHWAY 81 PAST ROAD
 AJ1385'TO SAN ROMAN RANCH HEADQUARTERS TO LOCKED GATE ON LEFT, E
 AJ1385'SIDE OF ROAD.  GO THROUGH GATE AND FOLLOW MAIN STRAIGHT ROAD
 AJ1385'0.45 MILE TO OLD WINDMILL TOWER AND EARTH TANK ON RIGHT,
 AJ1385'CONTINUE ON MAIN ROAD, EASTERLY FOR 2.75 MILES TO A STEEL
 AJ1385'WINDMILL, WITH LARGE EARTH TANK WHERE THERE ARE SEVERAL FENCED
 AJ1385'ENCLOSURES.  DO NOT ENTER ENCLOSURES BUT FOLLOW AROUND FENCE
 AJ1385'W AND S AND W ABOUT 0.5 MILE TO A T-FENCE LEADING S.  TAKE
 AJ1385'DOWN THIS FENCE AND GO S ALONG NS FENCE 0.35 MILE TO HIGHEST
 AJ1385'POINT AND STATION.
 AJ1385'
 AJ1385'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1389 ***********************************************************************
 AJ1389  DESIGNATION -  SAN ROMAN RANCH STEEL WTR TK
 AJ1389  PID         -  AJ1389
 AJ1389  STATE/COUNTY-  TX/WEBB
 AJ1389  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ1389
 AJ1389                         *CURRENT SURVEY CONTROL
 AJ1389  ___________________________________________________________________
 AJ1389* NAD 83(1993)-  27 56 35.93849(N)    099 24 17.70962(W)     ADJUSTED  
 AJ1389* NAVD 88     -                                                        
 AJ1389  ___________________________________________________________________
 AJ1389  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 AJ1389  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AJ1389
 AJ1389  HORZ ORDER  -  THIRD
 AJ1389
 AJ1389.The horizontal coordinates were established by classical geodetic methods
 AJ1389.and adjusted by the National Geodetic Survey in February 1996..
 AJ1389
 AJ1389
 AJ1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1389
 AJ1389.The geoid height was determined by GEOID03.
 AJ1389
 AJ1389;                    North         East     Units Scale Factor Converg.
 AJ1389;SPC TX S     - 5,252,564.724   210,942.029   MT  1.00002969   -0 24 39.0
 AJ1389;SPC TX S     -17,232,789.43    692,065.64   sFT  1.00002969   -0 24 39.0
 AJ1389;SPC TXSC     - 4,012,259.226   560,144.445   MT  1.00015534   -0 11 54.2
 AJ1389;SPC TXSC     -13,163,553.81  1,837,740.57   sFT  1.00015534   -0 11 54.2
 AJ1389;UTM  14      - 3,090,989.205   460,166.308   MT  0.99961958   -0 11 23.1
 AJ1389
 AJ1389                          SUPERSEDED SURVEY CONTROL
 AJ1389
 AJ1389  NAD 83(1986)-  27 56 35.93533(N)    099 24 17.68270(W) AD(       ) 4
 AJ1389  NAD 27      -  27 56 34.90300(N)    099 24 16.56200(W) AD(       ) 3
 AJ1389
 AJ1389.Superseded values are not recommended for survey control.
 AJ1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1389.See file dsdata.txt to determine how the superseded data were derived.
 AJ1389
 AJ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6016690989(NAD 83)
 AJ1389_MARKER: 51 = TANK
 AJ1389
 AJ1389  HISTORY     - Date     Condition        Report By
 AJ1389  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1389
 AJ1389                          STATION DESCRIPTION
 AJ1389
 AJ1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1389'POINT OBSERVED UPON IS FINIAL STEEL WATER TANK, LOCATED AT
 AJ1389'HEADQUARTERS OF SAN ROMAN RANCH.  ABOUT 75 FEET HIGH, PAINTED
 AJ1389'SILVER.
 AJ1389'
 AJ1389'OBSERVED UPON FROM STATIONS SAN ROMAN, ENCINAL, DUNBAR AND
 AJ1389'LAS COMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0197 ***********************************************************************
 CA0197  DESIGNATION -  SAN SABA
 CA0197  PID         -  CA0197
 CA0197  STATE/COUNTY-  TX/SAN SABA
 CA0197  USGS QUAD   -  SAN SABA (1976)
 CA0197
 CA0197                         *CURRENT SURVEY CONTROL
 CA0197  ___________________________________________________________________
 CA0197* NAD 83(1986)-  31 11 44.     (N)    098 43 00.     (W)     SCALED    
 CA0197* NAVD 88     -       367.804  (meters)    1206.70   (feet)  ADJUSTED  
 CA0197  ___________________________________________________________________
 CA0197  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CA0197  DYNAMIC HT  -         367.315 (meters)    1205.10  (feet)  COMP
 CA0197  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 CA0197
 CA0197  VERT ORDER  -  SECOND    CLASS 0
 CA0197
 CA0197.The horizontal coordinates were scaled from a topographic map and have
 CA0197.an estimated accuracy of +/- 6 seconds.
 CA0197
 CA0197.The orthometric height was determined by differential leveling
 CA0197.and adjusted by the National Geodetic Survey in June 1991..
 CA0197
 CA0197.The geoid height was determined by GEOID03.
 CA0197
 CA0197.The dynamic height is computed by dividing the NAVD 88
 CA0197.geopotential number by the normal gravity value computed on the
 CA0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0197.degrees latitude (g = 980.6199 gals.).
 CA0197
 CA0197.The modeled gravity was interpolated from observed gravity values.
 CA0197
 CA0197;                    North         East    Units  Estimated Accuracy
 CA0197;SPC TX C     - 3,170,610.      854,060.      MT  (+/- 180 meters Scaled)
 CA0197
 CA0197                          SUPERSEDED SURVEY CONTROL
 CA0197
 CA0197  NGVD 29 (??/??/92)  367.747  (m)         1206.52   (f) ADJ UNCH    2 0
 CA0197
 CA0197.Superseded values are not recommended for survey control.
 CA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0197.See file dsdata.txt to determine how the superseded data were derived.
 CA0197
 CA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV269513(NAD 83)
 CA0197_MARKER: DB = BENCH MARK DISK
 CA0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0197_STAMPING: SAN SABA 1934
 CA0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0197+STABILITY: SURFACE MOTION
 CA0197
 CA0197  HISTORY     - Date     Condition        Report By
 CA0197  HISTORY     - 1934     MONUMENTED       CGS
 CA0197  HISTORY     - 1935     GOOD             NGS
 CA0197
 CA0197                          STATION DESCRIPTION
 CA0197
 CA0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0197'IN SAN SABA.
 CA0197'IN THE N.W. CORNER OF THE COUNTY COURT HOUSE YARD.  2 YARDS S.E. OF
 CA0197'CENTER OF THE SIDEWALK.  2 YARDS SOUTH OF A LAMP POST.  16 YARDS N.W.
 CA0197'OF THE N.W. CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0728 ***********************************************************************
 BN0728  DESIGNATION -  SAN SABA
 BN0728  PID         -  BN0728
 BN0728  STATE/COUNTY-  TX/MCCULLOCH
 BN0728  USGS QUAD   -  KATEMCY (1970)
 BN0728
 BN0728                         *CURRENT SURVEY CONTROL
 BN0728  ___________________________________________________________________
 BN0728* NAD 83(1993)-  30 57 49.87669(N)    099 16 42.68212(W)     ADJUSTED  
 BN0728* NAVD 88     -       573.32   (+/-2cm)    1881.0    (feet)  VERTCON   
 BN0728  ___________________________________________________________________
 BN0728  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BN0728  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BN0728
 BN0728  HORZ ORDER  -  FIRST
 BN0728  VERT ORDER  -  THIRD ? (See Below)
 BN0728
 BN0728.The horizontal coordinates were established by classical geodetic methods
 BN0728.and adjusted by the National Geodetic Survey in February 1996..
 BN0728
 BN0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0728.The vertical order pertains to the NGVD 29 superseded value.
 BN0728
 BN0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0728
 BN0728.The geoid height was determined by GEOID03.
 BN0728
 BN0728;                    North         East     Units Scale Factor Converg.
 BN0728;SPC TX C     - 3,144,277.396   800,763.472   MT  0.99988196   +0 32 35.8
 BN0728;SPC TX C     -10,315,850.09  2,627,171.49   sFT  0.99988196   +0 32 35.8
 BN0728;UTM  14      - 3,425,629.394   473,400.451   MT  0.99960873   -0 08 35.9
 BN0728
 BN0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0728!SPC TX C     -   0.99991359  x   0.99988196  =   0.99979556
 BN0728!UTM  14      -   0.99991359  x   0.99960873  =   0.99952236
 BN0728
 BN0728|---------------------------------------------------------------------|
 BN0728| PID    Reference Object                     Distance      Geod. Az  |
 BN0728|                                                           dddmmss.s |
 BN0728| BN0730 SAN SABA RM A 1967                   35.144 METERS 02224     |
 BN0728| CV6217 SAN SABA AZ MK                                     0272320.4 |
 BN0728| CV6218 SAN SABA RM 1                        10.247 METERS 10859     |
 BN0728| CV6219 SAN SABA RM 2                         8.038 METERS 35045     |
 BN0728|---------------------------------------------------------------------|
 BN0728
 BN0728                          SUPERSEDED SURVEY CONTROL
 BN0728
 BN0728  NAD 83(1986)-  30 57 49.88546(N)    099 16 42.66760(W) AD(       ) 1
 BN0728  NAD 27      -  30 57 49.26600(N)    099 16 41.46800(W) AD(       ) 1
 BN0728  NGVD 29 (07/19/86)  573.25   (m)         1880.7    (f) LEVELING    3  
 BN0728
 BN0728.Superseded values are not recommended for survey control.
 BN0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0728.See file dsdata.txt to determine how the superseded data were derived.
 BN0728
 BN0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7340025629(NAD 83)
 BN0728_MARKER: DS = TRIANGULATION STATION DISK
 BN0728_SETTING: 66 = SET IN ROCK OUTCROP
 BN0728_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0728
 BN0728  HISTORY     - Date     Condition        Report By
 BN0728  HISTORY     - 1935     MONUMENTED       CGS
 BN0728  HISTORY     - 1937     GOOD             TXHD
 BN0728  HISTORY     - 1962     GOOD             USGS
 BN0728  HISTORY     - 1967     GOOD             CGS
 BN0728
 BN0728                          STATION DESCRIPTION
 BN0728
 BN0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0728'STATION IS LOCATED ABOUT 2-1/2 MILES SSW OF CAMP SAN SABA,
 BN0728'4 MILES NNW OF KATEMCY, 1/4 MILE W OF U.S. HIGHWAY 385, ON
 BN0728'THE HIGHEST PART AND E END OF A ROCKY RIDGE, 700 FEET S
 BN0728'OF THE N RIM, 100 FEET N OF WHERE THE RIM STARTS CURVING
 BN0728'TO THE SW, AND 78 FEET W OF THE E RIM OF THE RIDGE.  MARK
 BN0728'IS A STANDARD DISK SET IN CONCRETE, IN A DEPRESSION IN
 BN0728'OUTCROPPING BEDROCK.
 BN0728'
 BN0728'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES,
 BN0728'IN OUTCROPPING BEDROCK.
 BN0728'
 BN0728'REFERENCE MARK NO. 1 IS E OF STATION.
 BN0728'
 BN0728'REFERENCE MARK NO. 2 IS NNW OF STATION.
 BN0728'
 BN0728'AZIMUTH MARK IS N OF STATION.  REACHED FROM WHITE GUARD RAILS
 BN0728'ON HIGHWAY BY GOING 1.0 MILE N TO MARK ON RIGHT, 133 FEET
 BN0728'NNE OF E END OF CULVERT, 200 FEET S OF GATE IN E RIGHT-OF-WAY
 BN0728'FENCE LINE 41 FEET E OF CENTER LINE OF ROAD, 9 FEET W OF E
 BN0728'RIGHT-OF-WAY FENCE LINE.
 BN0728'
 BN0728'STATION IS REACHED FROM THE COURTHOUSE IN BRADY BY GOING
 BN0728'S ON U.S. HIGHWAY 385, FOR 12.9 MILES, OR 2.85 MILES BEYOND
 BN0728'STEEL BRIDGE OVER SAN SABA RIVER, OR 0.15 MILE PAST WHITE
 BN0728'GUARD RAILS ON A LEFT CURVE, TO A CURVE SIGN ON THE LEFT AND
 BN0728'HIGH RIDGE 1/4 MILE TO THE RIGHT.  THE STATION IS ON THE
 BN0728'HIGHEST PART OF THE RIDGE, IN ROCK OUTCROP.
 BN0728'
 BN0728'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 BN0728
 BN0728                          STATION RECOVERY (1937)
 BN0728
 BN0728'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0728'DESCRIPTION GIVEN BY C.I.A. IS GOOD.
 BN0728'
 BN0728'SURFACE MARK IS IN GOOD CONDITION.
 BN0728
 BN0728                          STATION RECOVERY (1962)
 BN0728
 BN0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BN0728'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE, IN A
 BN0728'DEPRESSION IN OUTCROPPING BEDROCK.
 BN0728
 BN0728                          STATION RECOVERY (1967)
 BN0728
 BN0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0728'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 BN0728'CONDITION.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION
 BN0728'FOLLOWS.
 BN0728'
 BN0728'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF
 BN0728'BRADY, 4 MILES NORTH-NORTHWEST OF KATEMCY, 2-1/2 MILES
 BN0728'SOUTH-SOUTHWEST OF CAMP SAN SABA, ON THE HIGHEST POINT OF A BRUSHY
 BN0728'COVERED HILL AND ON PROPERTY OWNED BY MR. Z.W. BOX.
 BN0728'
 BN0728'TO REACH THE STATION FROM THE COURTHOUSE IN BRADY, GO SOUTH ON
 BN0728'U.S. HIGHWAYS 377 AND 87 FOR 10.1 MILES TO THE BRIDGE OVER
 BN0728'THE SAN SABA RIVER.  CONTINUE SOUTH FOR 1.5 MILES TO THE
 BN0728'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.15 MILE TO A GATE
 BN0728'ON THE RIGHT.  TURN RIGHT PASS THROUGH GATE, BEAR LEFT AND GO
 BN0728'SOUTHWESTERLY ON FIELD ROAD FOR 0.65 MILE TO A GATE.  CONTINUE
 BN0728'ON FIELD ROAD FOR 0.1 MILE TO A DIM FORK.  TAKE LEFT FORK AND GO
 BN0728'SOUTHWESTERLY FOR 0.3 MILE TO THE TOP OF THE FIRST BENCH.
 BN0728'CONTINUE ON THE TRACK ROAD, SOUTHWESTERLY AND SOUTHEASTERLY FOR
 BN0728'0.25 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 BN0728'
 BN0728'THE STATION MARK IS A STANDARD DISK, STAMPED SAN SABA 1935,
 BN0728'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2-INCHES.  IT
 BN0728'IS 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BN0728'
 BN0728'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SAN SABA NO 1 1935,
 BN0728'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 33.5
 BN0728'FEET EAST OF THE WITNESS POST.
 BN0728'
 BN0728'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SAN SABA NO 2
 BN0728'1935, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 BN0728'28 FEET NORTH-NORTHWEST OF THE WITNESS POST.
 BN0728'
 BN0728'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED AZI
 BN0728'SAN SABA 1935, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 162
 BN0728'FEET EAST OF THE CENTER OF U.S. HIGHWAYS 377 AND 87, 72 FEET NORTH
 BN0728'OF TELEPHONE POLE NO 9 AND 9 FEET EAST OF A WIRE FENCE.
 BN0728'
 BN0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BN0728'2-1/2 MILES SSW OF CAMP SAN SABA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1010 ***********************************************************************
 CA1010  DESIGNATION -  SAN SABA 1947
 CA1010  PID         -  CA1010
 CA1010  STATE/COUNTY-  TX/MILLS
 CA1010  USGS QUAD   -  SAN SABA PEAK (1980)
 CA1010
 CA1010                         *CURRENT SURVEY CONTROL
 CA1010  ___________________________________________________________________
 CA1010* NAD 83(1993)-  31 21 20.21419(N)    098 32 33.33336(W)     ADJUSTED  
 CA1010* NAVD 88     -       514.3    (meters)    1687.     (feet)  VERTCON   
 CA1010  ___________________________________________________________________
 CA1010  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CA1010  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CA1010
 CA1010  HORZ ORDER  -  THIRD
 CA1010
 CA1010.The horizontal coordinates were established by classical geodetic methods
 CA1010.and adjusted by the National Geodetic Survey in February 1996..
 CA1010
 CA1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1010
 CA1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1010
 CA1010.The geoid height was determined by GEOID03.
 CA1010
 CA1010;                    North         East     Units Scale Factor Converg.
 CA1010;SPC TX C     - 3,188,601.372   870,361.158   MT  0.99990078   +0 55 20.4
 CA1010;SPC TX C     -10,461,269.67  2,855,509.90   sFT  0.99990078   +0 55 20.4
 CA1010;UTM  14      - 3,469,104.463   543,504.210   MT  0.99962334   +0 14 16.9
 CA1010
 CA1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1010!SPC TX C     -   0.99992324  x   0.99990078  =   0.99982402
 CA1010!UTM  14      -   0.99992324  x   0.99962334  =   0.99954660
 CA1010
 CA1010:                Primary Azimuth Mark                     Grid Az
 CA1010:SPC TX C     -  DEE                                      199 18 16.4
 CA1010:UTM  14      -  DEE                                      199 59 19.9
 CA1010
 CA1010|---------------------------------------------------------------------|
 CA1010| PID    Reference Object                     Distance      Geod. Az  |
 CA1010|                                                           dddmmss.s |
 CA1010| CA1013 DEE                                 APPROX.33.8 KM 2001336.8 |
 CA1010|---------------------------------------------------------------------|
 CA1010
 CA1010                          SUPERSEDED SURVEY CONTROL
 CA1010
 CA1010  NAD 83(1986)-  31 21 20.22650(N)    098 32 33.31889(W) AD(       ) 3
 CA1010  NAD 27      -  31 21 19.64198(N)    098 32 32.18081(W) AD(       ) 3
 CA1010  NGVD 29 (07/19/86)  514.2    (m)         1687.     (f) VERT ANG       
 CA1010
 CA1010.Superseded values are not recommended for survey control.
 CA1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1010.See file dsdata.txt to determine how the superseded data were derived.
 CA1010
 CA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV4350469104(NAD 83)
 CA1010_MARKER: DD = SURVEY DISK
 CA1010_SETTING: 66 = SET IN ROCK OUTCROP
 CA1010_SP_SET: SET IN ROCK OUTCROP
 CA1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1010+STABILITY: POSITION/ELEVATION WELL
 CA1010
 CA1010  HISTORY     - Date     Condition        Report By
 CA1010  HISTORY     - 1947     MONUMENTED       USGS
 CA1010
 CA1010                          STATION DESCRIPTION
 CA1010
 CA1010'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1010'USGS TRIANGULATION STATION --SAN SABA 1947---, GOLDTHWAITE, ABOUT 8.0
 CA1010'MI. SE. OF, NEAR CENTER OF PROMINENT HILL CALLED --SAN SABA PEAK--,
 CA1010'SET IN LARGE ROCK, STANDARD TABLET STAMPED ---SAN SABA 1947---.
 CA1010'
 CA1010'NOTE--THIS STATION IS PROBABLY IN THE SAME POSITION AS A PREVIOUS
 CA1010'STATION OF THE SAME NAME IN 1901-24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0730 ***********************************************************************
 BN0730  DESIGNATION -  SAN SABA RM A 1967
 BN0730  PID         -  BN0730
 BN0730  STATE/COUNTY-  TX/MCCULLOCH
 BN0730  USGS QUAD   -  KATEMCY (1970)
 BN0730
 BN0730                         *CURRENT SURVEY CONTROL
 BN0730  ___________________________________________________________________
 BN0730* NAD 83(1993)-  30 57 50.93173(N)    099 16 42.17746(W)     ADJUSTED  
 BN0730* NAVD 88     -       572.48   (+/-2cm)    1878.2    (feet)  VERTCON   
 BN0730  ___________________________________________________________________
 BN0730  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BN0730  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BN0730
 BN0730  HORZ ORDER  -  FIRST
 BN0730  VERT ORDER  -  THIRD ? (See Below)
 BN0730
 BN0730.The horizontal coordinates were established by classical geodetic methods
 BN0730.and adjusted by the National Geodetic Survey in February 1996..
 BN0730
 BN0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0730.The vertical order pertains to the NGVD 29 superseded value.
 BN0730
 BN0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0730
 BN0730.The geoid height was determined by GEOID03.
 BN0730
 BN0730;                    North         East     Units Scale Factor Converg.
 BN0730;SPC TX C     - 3,144,310.009   800,776.555   MT  0.99988195   +0 32 36.1
 BN0730;SPC TX C     -10,315,957.09  2,627,214.41   sFT  0.99988195   +0 32 36.1
 BN0730;UTM  14      - 3,425,661.840   473,413.920   MT  0.99960872   -0 08 35.6
 BN0730
 BN0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0730!SPC TX C     -   0.99991372  x   0.99988195  =   0.99979568
 BN0730!UTM  14      -   0.99991372  x   0.99960872  =   0.99952248
 BN0730
 BN0730|---------------------------------------------------------------------|
 BN0730| PID    Reference Object                     Distance      Geod. Az  |
 BN0730|                                                           dddmmss.s |
 BN0730| BN0728 SAN SABA                             35.144 METERS 20224     |
 BN0730| CA0796 NINE 2                              APPROX.13.4 KM 3161824.7 |
 BN0730| CA1102 BRADY TV ENTERPRISES MAST           APPROX.17.3 KM 3393825.5 |
 BN0730|---------------------------------------------------------------------|
 BN0730
 BN0730                          SUPERSEDED SURVEY CONTROL
 BN0730
 BN0730  NAD 83(1986)-  30 57 50.94036(N)    099 16 42.16301(W) AD(       ) 1
 BN0730  NAD 27      -  30 57 50.32107(N)    099 16 40.96337(W) AD(       ) 1
 BN0730  NGVD 29 (07/19/86)  572.41   (m)         1878.0    (f) LEVELING    3  
 BN0730
 BN0730.Superseded values are not recommended for survey control.
 BN0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0730.See file dsdata.txt to determine how the superseded data were derived.
 BN0730
 BN0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7341425662(NAD 83)
 BN0730_MARKER: DS = TRIANGULATION STATION DISK
 BN0730_SETTING: 66 = SET IN ROCK OUTCROP
 BN0730_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BN0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0730+STABILITY: POSITION/ELEVATION WELL
 BN0730
 BN0730  HISTORY     - Date     Condition        Report By
 BN0730  HISTORY     - 1967     MONUMENTED       CGS
 BN0730
 BN0730                          STATION DESCRIPTION
 BN0730
 BN0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0730'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF BRADY,
 BN0730'4 MILES NORTH-NORTHWEST OF KATEMCY, 2-1/2 MILES SOUTH-SOUTHWEST
 BN0730'OF CAMP SAN SABY, ON A BRUSHY COVERED HILL AND ON PROPERTY OWNED
 BN0730'BY MR Z.W. BOX.
 BN0730'
 BN0730'THE STATION MARK IS A STANDARD DISK, STAMPED SAN SABA RM A 1967,
 BN0730'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 BN0730'THE GROUND SURFACE.  IT IS 116.5 FEET NORTH-NORTHEAST OF A METAL
 BN0730'WITNESS POST WITH SIGN ATTACHED AND 75.5 FEET EAST OF A 6-INCH
 BN0730'OAK TREE.
 BN0730'
 BN0730'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SAN SABA
 BN0730'1935, NOTE DISTANCE AND DIRECTION.
 BN0730'
 BN0730'FOR A ROUTE TO THE STATION, SEE THE DESCRIPTION FOR SAN SABA 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0429 ***********************************************************************
 BA0429  DESIGNATION -  SAN VINCENTE
 BA0429  PID         -  BA0429
 BA0429  STATE/COUNTY-  TX/BREWSTER
 BA0429  USGS QUAD   -  SAN VICENTE (1971)
 BA0429
 BA0429                         *CURRENT SURVEY CONTROL
 BA0429  ___________________________________________________________________
 BA0429* NAD 83(1993)-  29 09 34.93068(N)    103 01 25.93591(W)     ADJUSTED  
 BA0429* NAVD 88     -       606.     (meters)    1988.     (feet)  SCALED    
 BA0429  ___________________________________________________________________
 BA0429  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BA0429  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0429
 BA0429  HORZ ORDER  -  FIRST
 BA0429
 BA0429.The horizontal coordinates were established by classical geodetic methods
 BA0429.and adjusted by the National Geodetic Survey in February 1996..
 BA0429
 BA0429.The orthometric height was scaled from a topographic map.
 BA0429
 BA0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0429
 BA0429.The geoid height was determined by GEOID03.
 BA0429
 BA0429;                    North         East     Units Scale Factor Converg.
 BA0429;SPC TXSC     - 4,153,730.142   208,651.537   MT  0.99986789   -1 58 16.8
 BA0429;SPC TXSC     -13,627,696.31    684,550.92   sFT  0.99986789   -1 58 16.8
 BA0429;UTM  13      - 3,227,294.910   692,198.377   MT  1.00005585   +0 57 47.4
 BA0429
 BA0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0429!SPC TXSC     -   0.99990816  x   0.99986789  =   0.99977607
 BA0429!UTM  13      -   0.99990816  x   1.00005585  =   0.99996401
 BA0429
 BA0429:                Primary Azimuth Mark                     Grid Az
 BA0429:SPC TXSC     -  SAN VINCENTE AZ MK                       094 11 08.8
 BA0429:UTM  13      -  SAN VINCENTE AZ MK                       091 15 04.6
 BA0429
 BA0429|---------------------------------------------------------------------|
 BA0429| PID    Reference Object                     Distance      Geod. Az  |
 BA0429|                                                           dddmmss.s |
 BA0429| CI0408 SAN VINCENTE AZ MK                                 0921252.0 |
 BA0429| CI0409 SAN VINCENTE RM 1                     9.059 METERS 12812     |
 BA0429| CI0410 SAN VINCENTE RM 2                     7.672 METERS 21549     |
 BA0429|---------------------------------------------------------------------|
 BA0429
 BA0429                          SUPERSEDED SURVEY CONTROL
 BA0429
 BA0429  NAD 83(1986)-  29 09 34.93419(N)    103 01 25.94249(W) AD(       ) 1
 BA0429  NAD 27      -  29 09 34.20000(N)    103 01 24.34800(W) AD(       ) 1
 BA0429
 BA0429.Superseded values are not recommended for survey control.
 BA0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0429.See file dsdata.txt to determine how the superseded data were derived.
 BA0429
 BA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN9219827295(NAD 83)
 BA0429_MARKER: DS = TRIANGULATION STATION DISK
 BA0429_SETTING: 0 = UNSPECIFIED SETTING
 BA0429
 BA0429  HISTORY     - Date     Condition        Report By
 BA0429  HISTORY     - 1934     MONUMENTED       CGS
 BA0429  HISTORY     - 1958     GOOD             AMS
 BA0429
 BA0429                          STATION DESCRIPTION
 BA0429
 BA0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0429'ABOUT 3/4 MILE NORTHWEST OF SAN VICENTE, 5-1/2 MILES SOUTHWEST
 BA0429'OF BOQUILLAS, AND 1 MILE WEST OF THE RIO GRANDE, ON THE HIGHEST
 BA0429'PART OF A LOW BRUSHY RIDGE EXTENDING EAST-AND-WEST AND JUST
 BA0429'SOUTH OF A LARGE DRY CREEK RUNNING NORTHWEST FROM SAN VICENTE.
 BA0429'IT IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  SURFACE
 BA0429'MARK PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.
 BA0429'
 BA0429'TO REACH FROM SAN VICENTE STORE AND GASOLINE STATION, GO
 BA0429'NORTHWEST ON A DIRT ROAD, THAT LEADS TOWARDS SOME MEXICAN
 BA0429'HOUSES AND A MEXICAN CEMETERY, FOR 0.25 MILE AND TURN RIGHT
 BA0429'ONTO A DIM ROAD, GO 0.05 MILE TO CORRALS AND SHEDS TO LEFT OF
 BA0429'ROAD, GO 0.1 MILE TO MEXICAN CEMETERY TO LEFT OF ROAD, CONTINUE
 BA0429'WEST AND NORTHWEST UNDER EDGE OF RIM FOR 0.05 MILE, TAKE LEFT
 BA0429'FORK HERE AND GO 0.35 MILE TO A ROCK OUTCROPPING LEDGE ABOUT
 BA0429'TWO FEET HIGH ACROSS ROAD.  END OF TRUCK TRAVEL.  FROM HERE
 BA0429'BEAR WEST UP THROUGH ROCK RIM ABOUT 20 FEET HIGH AND FOLOW
 BA0429'WEST ALONG TOP OF GRAVEL RIDGE ABOUT 300 YARDS.
 BA0429'
 BA0429'THE SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 BA0429'AT THE TOP OF FOUR-INCH GALVANIZED IRON PIPES WHICH PROJECTS
 BA0429'ABOUT 12 INCHES ABOVE THE GROUND.
 BA0429'
 BA0429'AZIMUTH MARK IS OF THE SAME TYPE AND PROJECTS ABOUT SIX INCHES
 BA0429'ABOVE GROUND.  IT IS IN A SANDY VALLEY 1/2 MILE TO THE
 BA0429'EAST-SOUTHEAST OF THE STATION.
 BA0429
 BA0429                          STATION RECOVERY (1958)
 BA0429
 BA0429'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0429'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BA0429'RECOVERED AS DESCRIBED.
 BA0429'
 BA0429'THE STATION IS LOCATED ON THE HIGHEST POINT OF WNW-ESE RIDGE.
 BA0429'43 FEET SW OF NE EDGE OF RIDGE.  35 FEET N OF S EDGE OF RIDGE.
 BA0429'30 FEET NE OF SMALL CACTUS.  253 FEET WSW OF SHARP BREAK IN JAGGED
 BA0429'RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1401 ***********************************************************************
 AJ1401  DESIGNATION -  SAN YGNACIO WHITE CH SPIRE
 AJ1401  PID         -  AJ1401
 AJ1401  STATE/COUNTY-  TX/ZAPATA
 AJ1401  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1401
 AJ1401                         *CURRENT SURVEY CONTROL
 AJ1401  ___________________________________________________________________
 AJ1401* NAD 83(1993)-  27 02 39.42548(N)    099 26 28.20773(W)     ADJUSTED  
 AJ1401* NAVD 88     -                                                        
 AJ1401  ___________________________________________________________________
 AJ1401  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 AJ1401  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AJ1401
 AJ1401  HORZ ORDER  -  THIRD
 AJ1401
 AJ1401.The horizontal coordinates were established by classical geodetic methods
 AJ1401.and adjusted by the National Geodetic Survey in February 1996..
 AJ1401
 AJ1401
 AJ1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1401
 AJ1401.The geoid height was determined by GEOID03.
 AJ1401
 AJ1401;                    North         East     Units Scale Factor Converg.
 AJ1401;SPC TX S     - 5,152,976.494   206,631.677   MT  0.99989508   -0 25 38.3
 AJ1401;SPC TX S     -16,906,057.05    677,924.09   sFT  0.99989508   -0 25 38.3
 AJ1401;UTM  14      - 2,991,416.804   456,246.257   MT  0.99962363   -0 12 02.1
 AJ1401
 AJ1401                          SUPERSEDED SURVEY CONTROL
 AJ1401
 AJ1401  NAD 83(1986)-  27 02 39.41841(N)    099 26 28.17198(W) AD(       ) 4
 AJ1401  NAD 27      -  27 02 38.30000(N)    099 26 27.02000(W) AD(       ) 3
 AJ1401
 AJ1401.Superseded values are not recommended for survey control.
 AJ1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1401.See file dsdata.txt to determine how the superseded data were derived.
 AJ1401
 AJ1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ5624691417(NAD 83)
 AJ1401_MARKER: 90 = CHURCH SPIRE
 AJ1401
 AJ1401  HISTORY     - Date     Condition        Report By
 AJ1401  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1401
 AJ1401                          STATION DESCRIPTION
 AJ1401
 AJ1401'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0914 ***********************************************************************
 CB0914  DESIGNATION -  SANATORIUM STANDPIPE
 CB0914  PID         -  CB0914
 CB0914  STATE/COUNTY-  TX/TOM GREEN
 CB0914  USGS QUAD   -  CARLSBAD (1984)
 CB0914
 CB0914                         *CURRENT SURVEY CONTROL
 CB0914  ___________________________________________________________________
 CB0914* NAD 83(1993)-  31 36 40.08537(N)    100 38 15.44791(W)     ADJUSTED  
 CB0914* NAVD 88     -                                                        
 CB0914  ___________________________________________________________________
 CB0914  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CB0914  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CB0914
 CB0914  HORZ ORDER  -  THIRD
 CB0914
 CB0914.The horizontal coordinates were established by classical geodetic methods
 CB0914.and adjusted by the National Geodetic Survey in February 1996..
 CB0914
 CB0914
 CB0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0914
 CB0914.The geoid height was determined by GEOID03.
 CB0914
 CB0914;                    North         East     Units Scale Factor Converg.
 CB0914;SPC TX C     - 3,215,598.755   671,127.709   MT  0.99993821   -0 09 24.2
 CB0914;SPC TX C     -10,549,843.58  2,201,858.16   sFT  0.99993821   -0 09 24.2
 CB0914;UTM  14      - 3,498,498.043   344,658.749   MT  0.99989762   -0 51 30.7
 CB0914
 CB0914                          SUPERSEDED SURVEY CONTROL
 CB0914
 CB0914  NAD 83(1986)-  31 36 40.09260(N)    100 38 15.43342(W) AD(       ) 4
 CB0914  NAD 27      -  31 36 39.53700(N)    100 38 14.07000(W) AD(       ) 3
 CB0914
 CB0914.Superseded values are not recommended for survey control.
 CB0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0914.See file dsdata.txt to determine how the superseded data were derived.
 CB0914
 CB0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4465998498(NAD 83)
 CB0914_MARKER: 52 = STANDPIPE TANK
 CB0914
 CB0914  HISTORY     - Date     Condition        Report By
 CB0914  HISTORY     - 1943     FIRST OBSERVED   CGS
 CB0914  HISTORY     - 20030902 GOOD             INDIV
 CB0914
 CB0914                          STATION DESCRIPTION
 CB0914
 CB0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0914'STATION IS A CONCRETE STANDPIPE LOCATED ABOUT 0.75 MILE SE OF
 CB0914'SANATORIUM AND ABOUT 0.5 MILE N OF THE CARLSBAD POST OFFICE.
 CB0914'THE STANDPIPE IS LOCATED ON A SMALL HILL AND IS VERY PROMINENT.
 CB0914'IT IS ABOUT 60 FEET HIGH AND A LIGHT GRAY IN COLOR.  THE
 CB0914'STANDPIPE IS NOT IN USE AT THE PRESENT TIME.  THE POINT OBSERVED
 CB0914'ON WAS THE CENTER OF THE TOP.  AN INTERSECTION STATION.
 CB0914
 CB0914                          STATION RECOVERY (2003)
 CB0914
 CB0914'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CB0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0911 ***********************************************************************
 CB0911  DESIGNATION -  SANATORIUM TB SANATORIUM STK
 CB0911  PID         -  CB0911
 CB0911  STATE/COUNTY-  TX/TOM GREEN
 CB0911  USGS QUAD   -  CARLSBAD (1984)
 CB0911
 CB0911                         *CURRENT SURVEY CONTROL
 CB0911  ___________________________________________________________________
 CB0911* NAD 83(1993)-  31 36 37.91242(N)    100 38 59.95364(W)     ADJUSTED  
 CB0911* NAVD 88     -                                                        
 CB0911  ___________________________________________________________________
 CB0911  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CB0911  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CB0911
 CB0911  HORZ ORDER  -  THIRD
 CB0911
 CB0911.The horizontal coordinates were established by classical geodetic methods
 CB0911.and adjusted by the National Geodetic Survey in February 1996..
 CB0911
 CB0911
 CB0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0911
 CB0911.The geoid height was determined by GEOID03.
 CB0911
 CB0911;                    North         East     Units Scale Factor Converg.
 CB0911;SPC TX C     - 3,215,535.107   669,954.501   MT  0.99993810   -0 09 47.1
 CB0911;SPC TX C     -10,549,634.76  2,198,009.06   sFT  0.99993810   -0 09 47.1
 CB0911;UTM  14      - 3,498,448.772   343,484.895   MT  0.99990214   -0 51 54.0
 CB0911
 CB0911                          SUPERSEDED SURVEY CONTROL
 CB0911
 CB0911  NAD 83(1986)-  31 36 37.91975(N)    100 38 59.93928(W) AD(       ) 4
 CB0911  NAD 27      -  31 36 37.36200(N)    100 38 58.57200(W) AD(       ) 3
 CB0911
 CB0911.Superseded values are not recommended for survey control.
 CB0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0911.See file dsdata.txt to determine how the superseded data were derived.
 CB0911
 CB0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4348598449(NAD 83)
 CB0911_MARKER: 63 = STACK
 CB0911
 CB0911  HISTORY     - Date     Condition        Report By
 CB0911  HISTORY     - 1943     FIRST OBSERVED   CGS
 CB0911  HISTORY     - 20030902 GOOD             INDIV
 CB0911
 CB0911                          STATION DESCRIPTION
 CB0911
 CB0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0911'STATION IS THE TALL WHITE STACK LOCATED ON THE HEATING PLANT OF
 CB0911'THE STATE TUBERCULAR SANATORIUM AT SANATORIUM, TEXAX.  THE STACK
 CB0911'IS ABOUT 150 FEET HIGH, PAINTED WHITE, AND HAS A BLACK, DECORATIVE
 CB0911'BAND AROUND THE TOP.  THE POINT OBSERVED ON WAS THE CENTER OF THE
 CB0911'TOP.  AN INTERSECTION STATION.
 CB0911
 CB0911                          STATION RECOVERY (2003)
 CB0911
 CB0911'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CB0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0912 ***********************************************************************
 CB0912  DESIGNATION -  SANATORIUM TB SANATORIUM TK
 CB0912  PID         -  CB0912
 CB0912  STATE/COUNTY-  TX/TOM GREEN
 CB0912  USGS QUAD   -  CARLSBAD (1984)
 CB0912
 CB0912                         *CURRENT SURVEY CONTROL
 CB0912  ___________________________________________________________________
 CB0912* NAD 83(1993)-  31 36 38.94599(N)    100 39 01.44882(W)     ADJUSTED  
 CB0912* NAVD 88     -                                                        
 CB0912  ___________________________________________________________________
 CB0912  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CB0912  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CB0912
 CB0912  HORZ ORDER  -  THIRD
 CB0912
 CB0912.The horizontal coordinates were established by classical geodetic methods
 CB0912.and adjusted by the National Geodetic Survey in February 1996..
 CB0912
 CB0912
 CB0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0912
 CB0912.The geoid height was determined by GEOID03.
 CB0912
 CB0912;                    North         East     Units Scale Factor Converg.
 CB0912;SPC TX C     - 3,215,567.051   669,915.184   MT  0.99993815   -0 09 47.9
 CB0912;SPC TX C     -10,549,739.57  2,197,880.07   sFT  0.99993815   -0 09 47.9
 CB0912;UTM  14      - 3,498,481.194   343,445.973   MT  0.99990229   -0 51 54.8
 CB0912
 CB0912                          SUPERSEDED SURVEY CONTROL
 CB0912
 CB0912  NAD 83(1986)-  31 36 38.95335(N)    100 39 01.43446(W) AD(       ) 4
 CB0912  NAD 27      -  31 36 38.39700(N)    100 39 00.06800(W) AD(       ) 3
 CB0912
 CB0912.Superseded values are not recommended for survey control.
 CB0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0912.See file dsdata.txt to determine how the superseded data were derived.
 CB0912
 CB0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4344698481(NAD 83)
 CB0912_MARKER: 53 = ELEVATED TANK
 CB0912
 CB0912  HISTORY     - Date     Condition        Report By
 CB0912  HISTORY     - 1943     FIRST OBSERVED   CGS
 CB0912  HISTORY     - 20030902 MARK NOT FOUND   INDIV
 CB0912
 CB0912                          STATION DESCRIPTION
 CB0912
 CB0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0912'STATION IS THE TALL ALUMINUM-PAINTED TANK LOCATED JUST N OF THE
 CB0912'HEATING PLANT AT THE STATE TUBERCULAR SANATORIUM AT SANATORIUM,
 CB0912'TEXAS.  THE TANK IS ABOUT 100 FEET HIGH, IS SUPPORTED BY FOUR
 CB0912'STEEL LEGS AND HAS A SMALL BALL ON THE TOP WHICH WAS THE POINT
 CB0912'OBSERVED ON.  AN INTERSECTION STATION.
 CB0912
 CB0912                          STATION RECOVERY (2003)
 CB0912
 CB0912'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CB0912'NOT THERE ANY MORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0689 ***********************************************************************
 BN0689  DESIGNATION -  SAND
 BN0689  PID         -  BN0689
 BN0689  STATE/COUNTY-  TX/LLANO
 BN0689  USGS QUAD   -  CAP MOUNTAIN (1967)
 BN0689
 BN0689                         *CURRENT SURVEY CONTROL
 BN0689  ___________________________________________________________________
 BN0689* NAD 83(1993)-  30 42 50.87338(N)    098 37 18.68558(W)     ADJUSTED  
 BN0689* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 BN0689  ___________________________________________________________________
 BN0689  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 BN0689  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 BN0689
 BN0689  HORZ ORDER  -  THIRD
 BN0689
 BN0689.The horizontal coordinates were established by classical geodetic methods
 BN0689.and adjusted by the National Geodetic Survey in February 1996..
 BN0689
 BN0689.The orthometric height was scaled from a topographic map.
 BN0689
 BN0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0689
 BN0689.The geoid height was determined by GEOID03.
 BN0689
 BN0689;                    North         East     Units Scale Factor Converg.
 BN0689;SPC TX C     - 3,117,377.787   863,915.034   MT  0.99989424   +0 52 53.4
 BN0689;SPC TX C     -10,227,596.96  2,834,361.24   sFT  0.99989424   +0 52 53.4
 BN0689;UTM  14      - 3,397,982.250   536,207.180   MT  0.99961617   +0 11 35.3
 BN0689
 BN0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0689!SPC TX C     -   0.99994571  x   0.99989424  =   0.99983995
 BN0689!UTM  14      -   0.99994571  x   0.99961617  =   0.99956190
 BN0689
 BN0689|---------------------------------------------------------------------|
 BN0689| PID    Reference Object                     Distance      Geod. Az  |
 BN0689|                                                           dddmmss.s |
 BN0689| CV6221 SAND RM 1                            10.660 METERS 08814     |
 BN0689| CV6223 SAND RM 3                            10.619 METERS 08816     |
 BN0689| CV6224 SAND RM 4                             9.958 METERS 26929     |
 BN0689| CV6222 SAND RM 2                             9.950 METERS 26932     |
 BN0689| CV6220 SAND AZ MK                                         2743731.6 |
 BN0689| BN0695 LLANO MUNICIPAL STANDPIPE           APPROX. 6.1 KM 3030136.3 |
 BN0689| BN0683 LLANO MUNICIPAL TANK                APPROX. 6.8 KM 3065144.7 |
 BN0689| BN0696 LLANO COUNTY CTHSE CLOCK TOWER      APPROX. 6.6 KM 3070815.7 |
 BN0689|---------------------------------------------------------------------|
 BN0689
 BN0689                          SUPERSEDED SURVEY CONTROL
 BN0689
 BN0689  NAD 83(1986)-  30 42 50.88398(N)    098 37 18.67150(W) AD(       ) 3
 BN0689  NAD 27      -  30 42 50.23610(N)    098 37 17.54380(W) AD(       ) 3
 BN0689
 BN0689.Superseded values are not recommended for survey control.
 BN0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0689.See file dsdata.txt to determine how the superseded data were derived.
 BN0689
 BN0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3620797982(NAD 83)
 BN0689_MARKER: DS = TRIANGULATION STATION DISK
 BN0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0689
 BN0689  HISTORY     - Date     Condition        Report By
 BN0689  HISTORY     - 1956     MONUMENTED       CGS
 BN0689  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BN0689
 BN0689                          STATION DESCRIPTION
 BN0689
 BN0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0689'THE STATION IS ABOUT 4 MILES SOUTHEAST OF LLANO, ON THE
 BN0689'RIGHT OF WAY OF STATE HIGHWAY NO. 71.  IT IS 56 FEET SOUTH
 BN0689'OF THE CENTER OF THE HIGHWAY, 7 FEET NORTH OF A FENCE AND
 BN0689'7 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0689'
 BN0689'TO REACH THE STATION FROM THE COURTHOUSE IN LLANO, GO SOUTH
 BN0689'ON STATE HIGHWAY 16 FOR 0.75 MILE TO STATE HIGHWAY 71, TURN
 BN0689'LEFT AND GO SOUTHEAST AND EAST FOR 3.3 MILES TO THE AZIMUTH
 BN0689'MARK ON THE LEFT.  CONTINUE SOUTHEASTERLY FOR 0.35 MILE
 BN0689'TO THE STATION ON THE LEFT.
 BN0689'
 BN0689'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0689'SAND 1956.
 BN0689'
 BN0689'REFERENCE MARK 1 IS 56 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 BN0689'AND 7 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 5 INCHES,
 BN0689'AND THE DISK IS STAMPED SAND NO 1 1956.
 BN0689'
 BN0689'REFERENCE MARK 2 IS 56 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 BN0689'AND 7 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 5 INCHES,
 BN0689'AND THE DISK IS STAMPED SAND NO 2 1956.
 BN0689'
 BN0689'THE AZIMUTH MARK IS 92 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 BN0689'80 FEET WEST OF A GATE, 54 FEET NORTHWEST OF POWERLINE POLE
 BN0689'NUMBER 28, 11 FEET EAST OF A TELEPHONE POLE, 3 FEET EAST
 BN0689'OF A 4 IN X 4 IN WHITE WITNESS POST AND 1 FOOT SOUTH OF
 BN0689'A FENCE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0689'SAND 1956.
 BN0689
 BN0689                          STATION RECOVERY (1969)
 BN0689
 BN0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BN0689'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE FOUND
 BN0689'IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND UPROOTED
 BN0689'AND BOTH THE REFERENCE MARK MONUMENTS WITH THE TOP 5 INCHES
 BN0689'SHEARED OFF AND THE DISK IN FENCE LINE NEAR BY.  A NEW SURFACE
 BN0689'STATION MARK WAS SET AND THE POST OF THE OLD REFERENCE MARKS
 BN0689'WERE USED AND NEW DISK SET IN THEM.  DUE TO THE CHANGES
 BN0689'A NEW DESCRIPTION FOLLOWS.
 BN0689'
 BN0689'ABOUT 4 MILES SOUTHEAST OF LLANO ON THE SOUTH SIDE OF A CUT
 BN0689'BANK OF STATE HIGHWAY 71 AND ON ROAD RIGHT-OF-WAY.  IT IS 56
 BN0689'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7 FEET NORTH
 BN0689'OF A FENCE AND A CONCRETE RIGHT-OF-WAY MARKER AND 1 FOOT
 BN0689'NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 BN0689'AND THE DISK IS STAMPED SAND 1956 1969.
 BN0689'
 BN0689'TO REACH THE STATION FROM THE LLANO COUNTY COURTHOUSE IN
 BN0689'LLANO, GO SOUTH ON STATE HIGHWAYS 16 AND 71 FOR 0.75 MILE
 BN0689'TO THEIR JUNCTION.  TURN LEFT AND GO EAST ON HIGHWAY 71
 BN0689'FOR 3.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BN0689'EAST ON THE HIGHWAY FOR 0.35 MILE TO A CUT BANK AND THE STATION
 BN0689'ON THE RIGHT.
 BN0689'
 BN0689'REFERENCE MARK 3 IS 56 FEET SOUTH OF THE CENTERLINE OF THE
 BN0689'HIGHWAY AND 7 FEET NORTH OF THE FENCE.  THE MONUMENT IS
 BN0689'FLUSH AND THE DISK IS STAMPED SAND 1956 NO 3 1969.
 BN0689'
 BN0689'REFERENCE MARK 4 IS 56 FEET SOUTH OF THE CENTERLINE OF THE
 BN0689'HIGHWAY AND 7 FEET NORTH OF THE FENCE.  THE MONUMENT IS
 BN0689'FLUSH AND THE DISK IS STAMPED SAND 1956 NO 4 1969.
 BN0689'
 BN0689'THE AZIMUTH MARK IS 92 FEET NORTH OF THE CENTERLINE OF THE
 BN0689'HIGHWAY, 80 FEET WEST OF A GATE, 54 FEET NORTHWEST OF POWER
 BN0689'POLE 28, 11 FEET EAST OF A TELEPHONE POLE, 3 FEET EAST OF
 BN0689'A WHITE WITNESS POST AND 1 FOOT EAST OF A METAL WITNESS
 BN0689'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 BN0689'SAND 1956.
 BN0689'
 BN0689'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BN0689'
 BN0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 BN0689'SOUTHEAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2066 ***********************************************************************
 BL2066  DESIGNATION -  SAND
 BL2066  PID         -  BL2066
 BL2066  STATE/COUNTY-  TX/ORANGE
 BL2066  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2066
 BL2066                         *CURRENT SURVEY CONTROL
 BL2066  ___________________________________________________________________
 BL2066* NAD 83(1993)-  30 02 25.11895(N)    094 01 59.55298(W)     ADJUSTED  
 BL2066* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BL2066  ___________________________________________________________________
 BL2066  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL2066  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL2066
 BL2066  HORZ ORDER  -  SECOND
 BL2066
 BL2066.The horizontal coordinates were established by classical geodetic methods
 BL2066.and adjusted by the National Geodetic Survey in February 1996..
 BL2066
 BL2066.The orthometric height was scaled from a topographic map.
 BL2066
 BL2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2066
 BL2066.The geoid height was determined by GEOID03.
 BL2066
 BL2066;                    North         East     Units Scale Factor Converg.
 BL2066;SPC TX C     - 3,058,624.119 1,307,317.853   MT  1.00002126   +3 14 41.8
 BL2066;SPC TX C     -10,034,835.96  4,289,091.99   sFT  1.00002126   +3 14 41.8
 BL2066;SPC TXSC     - 4,254,767.178 1,078,860.094   MT  0.99993883   +2 25 59.9
 BL2066;SPC TXSC     -13,959,181.98  3,539,560.16   sFT  0.99993883   +2 25 59.9
 BL2066;UTM  15      - 3,323,701.788   400,386.953   MT  0.99972242   -0 31 02.2
 BL2066
 BL2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2066!SPC TX C     -   1.00000399  x   1.00002126  =   1.00002525
 BL2066!SPC TXSC     -   1.00000399  x   0.99993883  =   0.99994282
 BL2066!UTM  15      -   1.00000399  x   0.99972242  =   0.99972641
 BL2066
 BL2066|---------------------------------------------------------------------|
 BL2066| PID    Reference Object                     Distance      Geod. Az  |
 BL2066|                                                           dddmmss.s |
 BL2066| CV9195 SAND RM 2                            26.926 METERS 00330     |
 BL2066| BL2063 MC FADDIN USE                       APPROX. 2.2 KM 1850208.6 |
 BL2066| CV9194 SAND RM 1                            33.960 METERS 26715     |
 BL2066|---------------------------------------------------------------------|
 BL2066
 BL2066                          SUPERSEDED SURVEY CONTROL
 BL2066
 BL2066  NAD 83(1993)-  30 02 25.11846(N)    094 01 59.55302(W) AD(       ) 2
 BL2066  NAD 83(1986)-  30 02 25.13610(N)    094 01 59.53463(W) AD(       ) 2
 BL2066  NAD 27      -  30 02 24.37000(N)    094 01 58.90300(W) AD(       ) 2
 BL2066
 BL2066.Superseded values are not recommended for survey control.
 BL2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2066.See file dsdata.txt to determine how the superseded data were derived.
 BL2066
 BL2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0038723702(NAD 83)
 BL2066_MARKER: DS = TRIANGULATION STATION DISK
 BL2066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL2066_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BL2066
 BL2066  HISTORY     - Date     Condition        Report By
 BL2066  HISTORY     - 1933     MONUMENTED       CGS
 BL2066  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL2066
 BL2066                          STATION DESCRIPTION
 BL2066
 BL2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2066'STATION IS LOCATED ON THE E BANK OF THE NECHES RIVER, JUST
 BL2066'BELOW THE UNION CANAL (ABANDONED), AND ABOUT 1 MILE BELOW
 BL2066'THE HIGH-TENSION TOWERS OF THE GULF STATES UTILITIES COMPANY.
 BL2066'IT IS ABOUT 10 METERS TOWARD RIVER, ON HIGHEST DREDGE SPOIL
 BL2066'BANK (SAND) IN THE VICINITY.
 BL2066'
 BL2066'STATION IS A BRONZE DISK SET IN CONCRETE AT THE CENTER OF
 BL2066'THE TOP OF A TILE.
 BL2066'
 BL2066'REF. MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BL2066'
 BL2066'REFERENCE MARKS ARE BOTH EAST AROUND 2- BY 4-INCH STAKES.
 BL2066'REFERENCE MARK 1 IS TOWARD THE RIVER TO THE W ABOUT 6 FEET
 BL2066'LOWER THAN THE STATION AND REFERENCE MARK 2 IS TOWARD THE
 BL2066'N.
 BL2066'
 BL2066'A 20-FOOT SIGNAL WAS ERECTED OVER THE STATION.  CLEARING
 BL2066'WAS NECESSARY TOWARD STATION 138+58.6 (U.S.E.) AND SPINDLE
 BL2066'TOP (U.S.E.).
 BL2066'
 BL2066'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 BL2066
 BL2066                          STATION RECOVERY (1960)
 BL2066
 BL2066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL2066'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS PROBABLY
 BL2066'COVERED OVER WITH SAND DREDGED FROM THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0636 ***********************************************************************
 EN0636  DESIGNATION -  SAND
 EN0636  PID         -  EN0636
 EN0636  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0636  USGS QUAD   -  DODSON (1964)
 EN0636
 EN0636                         *CURRENT SURVEY CONTROL
 EN0636  ___________________________________________________________________
 EN0636* NAD 83(1993)-  34 52 28.69438(N)    100 05 14.05393(W)     ADJUSTED  
 EN0636* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 EN0636  ___________________________________________________________________
 EN0636  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 EN0636  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EN0636
 EN0636  HORZ ORDER  -  SECOND
 EN0636
 EN0636.The horizontal coordinates were established by classical geodetic methods
 EN0636.and adjusted by the National Geodetic Survey in February 1996..
 EN0636
 EN0636.The orthometric height was scaled from a topographic map.
 EN0636
 EN0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0636
 EN0636.The geoid height was determined by GEOID03.
 EN0636
 EN0636;                    North         East     Units Scale Factor Converg.
 EN0636;SPC TX N     - 1,097,952.980   329,154.776   MT  0.99995552   +0 49 07.5
 EN0636;SPC TX N     - 3,602,200.74  1,079,901.96   sFT  0.99995552   +0 49 07.5
 EN0636;UTM  14      - 3,859,680.064   400,634.649   MT  0.99972169   -0 37 18.2
 EN0636
 EN0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0636!SPC TX N     -   0.99990807  x   0.99995552  =   0.99986360
 EN0636!UTM  14      -   0.99990807  x   0.99972169  =   0.99962979
 EN0636
 EN0636|---------------------------------------------------------------------|
 EN0636| PID    Reference Object                     Distance      Geod. Az  |
 EN0636|                                                           dddmmss.s |
 EN0636| CX8149 SAND RM 1                             9.969 METERS 01159     |
 EN0636| CX8148 SAND AZ MK                                         0905446.3 |
 EN0636| EN0639 WELLINGTON ATT MICROWAVE MAST       APPROX.12.3 KM 2201708.6 |
 EN0636| EN0641 WELLINGTON GRAIN TRANS MAST         APPROX.14.7 KM 2214838.9 |
 EN0636| EN0643 WELLINGTON VUMORE TV MAST           APPROX.12.6 KM 2651654.7 |
 EN0636| CX8150 SAND RM 2                             8.711 METERS 28402     |
 EN0636|---------------------------------------------------------------------|
 EN0636
 EN0636                          SUPERSEDED SURVEY CONTROL
 EN0636
 EN0636  NAD 83(1993)-  34 52 28.69434(N)    100 05 14.05375(W) AD(       ) 2
 EN0636  NAD 83(1986)-  34 52 28.69942(N)    100 05 14.04635(W) AD(       ) 2
 EN0636  NAD 27      -  34 52 28.49339(N)    100 05 12.64942(W) AD(       ) 2
 EN0636
 EN0636.Superseded values are not recommended for survey control.
 EN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0636.See file dsdata.txt to determine how the superseded data were derived.
 EN0636
 EN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0063559680(NAD 83)
 EN0636_MARKER: DS = TRIANGULATION STATION DISK
 EN0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0636
 EN0636  HISTORY     - Date     Condition        Report By
 EN0636  HISTORY     - 1967     MONUMENTED       CGS
 EN0636
 EN0636                          STATION DESCRIPTION
 EN0636
 EN0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0636'THE STATION IS ABOUT 12-1/2 MILES SOUTH-SOUTHEAST OF DODSON, 7-1/4
 EN0636'MILES WEST OF WELLINGTON, ON PROPERTY OWNED BY MR. GEORGE BREWER
 EN0636'WHO LIVES AT 1800 E AVENUE IN WELLINGTON, TEXAS.  IT IS ON THE
 EN0636'HIGHEST PART OF A SAND AND BRUSH COVERED RIDGE.
 EN0636'
 EN0636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 EN0636'HIGHWAY 203 ABOUT 1/2 MILE NORTH OF WELLINGTON, TURN RIGHT AND GO
 EN0636'EAST ON STATE HIGHWAY 203 FOR 6.25 MILES TO A TRACK ROAD LEFT
 EN0636'LEADING NORTH TO A WIRE GATE WHICH IS ABOUT 100 FEET NORTH OF THE
 EN0636'HIGHWAY.  ( TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 EN0636'EAST ON STATE HIGHWAY 203 FOR 0.6 MILE TO THE MARK ON THE RIGHT).
 EN0636'USING A 4-WHEEL DRIVE TRUCK PASS THROUGH THE WIRE GATE AND TURN
 EN0636'SHARP RIGHT GOING EAST ALONG THE NORTH SIDE OF AN EAST-WEST
 EN0636'FENCE FOR 0.25 MILE TO THE TOP OF A LOW SAND AND BRUSH COVERED
 EN0636'RIDGE THAT RUNS NORTH AND SOUTH, TURN LEFT AT THE CREST OF THE RIDGE
 EN0636'AND GO NORTH FOR 0.15 MILE TO THE STATION.
 EN0636'
 EN0636'THE STATION MARK IS A STANDARD DISK, STAMPED SAND 1967, SET IN THE
 EN0636'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0636'4 INCHES ABOVE THE GROUND.  IT IS 3.7 FEET NORTH-NORTHEAST OF THE
 EN0636'WITNESS POST.
 EN0636'
 EN0636'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SAND NO 1 1967, SET IN
 EN0636'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0636'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 36.5 FEET NORTH OF THE
 EN0636'WITNESS POST, ABOUT THE SAME ELEVATION AS THE STATION.
 EN0636'
 EN0636'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SAND NO 2 1967, SET IN
 EN0636'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0636'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 28.1 FEET WEST OF THE
 EN0636'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0636'
 EN0636'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SAND 1967, SET IN THE
 EN0636'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0636'5 INCHES ABOVE THE GROUND.  IT IS 62 FEET SOUTH OF THE CENTERLINE
 EN0636'OF STATE HIGHWAY 203, 2 FEET EAST OF THE WITNESS POST AND 1.5 FEET
 EN0636'WEST OF A POWERLINE POLE.
 EN0636'
 EN0636'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 EN0636'OBSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1282 ***********************************************************************
 CR1282  DESIGNATION -  SAND
 CR1282  PID         -  CR1282
 CR1282  STATE/COUNTY-  TX/SMITH
 CR1282  USGS QUAD   -  TYLER NORTH (1973)
 CR1282
 CR1282                         *CURRENT SURVEY CONTROL
 CR1282  ___________________________________________________________________
 CR1282* NAD 83(1993)-  32 28 52.97948(N)    095 16 43.93776(W)     ADJUSTED  
 CR1282* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 CR1282  ___________________________________________________________________
 CR1282  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CR1282  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR1282
 CR1282  HORZ ORDER  -  FIRST
 CR1282
 CR1282.The horizontal coordinates were established by classical geodetic methods
 CR1282.and adjusted by the National Geodetic Survey in February 1996..
 CR1282
 CR1282.The orthometric height was scaled from a topographic map.
 CR1282
 CR1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1282
 CR1282.The geoid height was determined by GEOID03.
 CR1282
 CR1282;                    North         East     Units Scale Factor Converg.
 CR1282;SPC TXNC     - 2,094,985.708   902,702.446   MT  0.99992180   +1 45 24.4
 CR1282;SPC TXNC     - 6,873,298.94  2,961,616.27   sFT  0.99992180   +1 45 24.4
 CR1282;UTM  15      - 3,596,083.162   285,856.524   MT  1.00016552   -1 13 27.4
 CR1282
 CR1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1282!SPC TXNC     -   0.99997368  x   0.99992180  =   0.99989549
 CR1282!UTM  15      -   0.99997368  x   1.00016552  =   1.00013920
 CR1282
 CR1282|---------------------------------------------------------------------|
 CR1282| PID    Reference Object                     Distance      Geod. Az  |
 CR1282|                                                           dddmmss.s |
 CR1282| CY2204 SAND RM 1                            19.706 METERS 00853     |
 CR1282| CR1240 HAWKINS HALLIBURTON PLT MAST        APPROX.13.1 KM 0230501.3 |
 CR1282| CR1241 HAWKINS MUNICIPAL TANK              APPROX.14.0 KM 0305122.3 |
 CR1282| CR1243 JARVIS CHRISTIAN COLLEGE TANK       APPROX.15.0 KM 0372605.4 |
 CR1282| CR1288 TYLER STATE PATROL RADIO MAST       APPROX.16.3 KM 1931717.6 |
 CR1282| CY2205 SAND RM 2                            20.948 METERS 23206     |
 CR1282| CR1247 LINDALE MUNICIPAL TANK              APPROX.12.9 KM 2873628.5 |
 CR1282| CR1246 LINDALE ATT RELAY TOWER             APPROX.11.1 KM 3064306.9 |
 CR1282| CY2202 SAND AZ MK                                         3355811.2 |
 CR1282| CY2203 SAND AZ MK 2                                       3444939.8 |
 CR1282|---------------------------------------------------------------------|
 CR1282
 CR1282                          SUPERSEDED SURVEY CONTROL
 CR1282
 CR1282  NAD 83(1986)-  32 28 52.98713(N)    095 16 43.92397(W) AD(       ) 1
 CR1282  NAD 27      -  32 28 52.46660(N)    095 16 43.10020(W) AD(       ) 1
 CR1282
 CR1282.Superseded values are not recommended for survey control.
 CR1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1282.See file dsdata.txt to determine how the superseded data were derived.
 CR1282
 CR1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8585796083(NAD 83)
 CR1282_MARKER: DS = TRIANGULATION STATION DISK
 CR1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1282
 CR1282  HISTORY     - Date     Condition        Report By
 CR1282  HISTORY     - 1950     MONUMENTED       CGS
 CR1282  HISTORY     - 1957     GOOD             CGS
 CR1282  HISTORY     - 1966     SEE DESCRIPTION  USGS
 CR1282
 CR1282                          STATION DESCRIPTION
 CR1282
 CR1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1282'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH OF TYLER AND 100
 CR1282'YARDS SOUTHEAST OF THE ENTRANCE TO THE TYLER STATE PARK.
 CR1282'IT IS 66 PACES SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL STORE,
 CR1282'110 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE
 CR1282'AND 16 FEET WEST OF A WHITE WITNESS POST AND FENCE.  THE MARK
 CR1282'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 CR1282'IS STAMPED SAND 1950.
 CR1282'
 CR1282'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AND
 CR1282'1.5 FEET WEST OF THE FENCE.  THE MARK PROJECTS 3 INCHES AND
 CR1282'THE DISK IS STAMPED SAND 1 1950.
 CR1282'
 CR1282'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 51 FEET
 CR1282'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 36
 CR1282'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A CHICKEN
 CR1282'HOUSE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SAND
 CR1282'2 1950.
 CR1282'
 CR1282'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 38 FEET
 CR1282'WEST OF THE CENTERLINE OF FARM ROAD 14, 1.5 FEET EAST OF THE
 CR1282'NORTH END OF A BOARD FENCE AND 1 FOOT EAST OF A WHITE WITNESS
 CR1282'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CR1282'SAND 1950.
 CR1282'
 CR1282'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 155 AND
 CR1282'16 AT THE NORTHEAST EDGE OF WINONA, GO SOUTH ON FARM ROAD
 CR1282'155 FOR 1.9 MILES TO A SIDE ROAD RIGHT (PAVED) AND A SIGN
 CR1282'READING TYLER STATE PARK, TURN RIGHT AND GO 6.0 MILES TO
 CR1282'FARM ROAD 14, TURN LEFT AND GO 0.3 SOUTH ON FARM ROAD 14
 CR1282'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON SOUTH ON FARM
 CR1282'ROAD 14 FOR 0.1 MILE TO A SMALL STORE AND THE STATION ON THE
 CR1282'LEFT AS DESCRIBED.
 CR1282'
 CR1282'AN 87 FT. SIGNAL AT WINONA, TYLER, POUNDS, EBY AND PARKER
 CR1282'IS VISIBLE AT 37 FT.
 CR1282'
 CR1282'A 74 FT. SIGNAL AT FANNIN IS VISIBLE AT 37 FT.
 CR1282'
 CR1282'A 4 FT. SIGNAL AT WILLOW IS VISIBLE AT 37 FT.
 CR1282'
 CR1282'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR1282
 CR1282                          STATION RECOVERY (1957)
 CR1282
 CR1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1282'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CR1282'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A SEARCH
 CR1282'WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT RECOVERED.
 CR1282'A NEW AZIMUTH MARK WAS ESTABLISHED.  A DISCREPANCY WAS FOUND IN
 CR1282'THE DIRECTION OF REFERENCE MARK NO. 1.  A NEW DESCRIPTION
 CR1282'FOLLOWS.
 CR1282'
 CR1282'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE NORTH OF TYLER,
 CR1282'8 MILES SOUTHEAST OF LINDALE AND 100 YARDS SOUTHEAST OF THE
 CR1282'ENTRANCE TO THE TYLER STATE PARK.  IT IS 193 FEET SOUTHEAST
 CR1282'OF THE GABLED END OF A STUCCO BUILDING, 57 FEET EAST OF A
 CR1282'NORTH-SOUTH FENCE LINE, 5 FEET NORTH OF AN EAST-WEST FENCE LINE
 CR1282'AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  IT IS SET FLUSH
 CR1282'WITH THE SURFACE OF THE GROUND AND IS STAMPED SAND 1950.
 CR1282'
 CR1282'REFERENCE MARK NO. 1 IS 73 FEET EAST OF A NORTH-SOUTH FENCE
 CR1282'LINE AND 70 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 4
 CR1282'INCHES AND IS STAMPED SAND 1 1950.
 CR1282'
 CR1282'REFERENCE MARK NO. 2 IS 38 FEET SOUTH OF A SOUTHWEST FENCE
 CR1282'CORNER AND 26 FEET EAST OF A WATER WELL.  IT PROJECTS 3 INCHES
 CR1282'AND IS STAMPED SAND 2 1950.
 CR1282'
 CR1282'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF FARM ROAD
 CR1282'14, 8 FEET SOUTH OF A HIGHWAY RIGHT OF WAY MARKER AND 2
 CR1282'FEET NORTH OF A WHITE WITNESS POST.  IT PROJECTS 1 INCH
 CR1282'AND IS STAMPED SAND 1950 RESET 1957.
 CR1282'
 CR1282'TO REACH THE STATION FROM THE POST OFFICE IN LINDALE GO
 CR1282'SOUTH ON U.S. HIGHWAY 69 FOR ABOUT 50 YARDS TO THE JUNCTION
 CR1282'WITH FARM ROAD 16.  TURN LEFT ON FARM ROAD 16 AND GO 8.35
 CR1282'MILES TO THE JUNCTION WITH FARM ROAD 14.  TURN RIGHT ON FARM
 CR1282'ROAD 14 AND GO SOUTH FOR 3.15 MILES TO THE AZIMUTH MARK ON
 CR1282'THE RIGHT AS DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE
 CR1282'SOUTHERLY ON FARM ROAD 14 AND GO 0.4 MILE TO A WHITE STUCCO
 CR1282'BUILDING ON THE THE LEFT JUST OPPOSITE THE ENTRANCE TO
 CR1282'THE TYLER STATE PARK.  TURN LEFT PASSING TO THE SOUTH OF THE
 CR1282'STUCCO BUILDING AND GO 50 YARDS TO A WIRE GATE.  PASS
 CR1282'THROUGH THE WIRE GATE AND GO ABOUT 50 YARDS SOUTHEAST TO
 CR1282'THE STATION AS DESCRIBED.
 CR1282'
 CR1282'OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 CR1282
 CR1282                          STATION RECOVERY (1966)
 CR1282
 CR1282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CR1282'A CHICKEN HOUSE HAS BEEN CONSTRUCTED OVER THE MARK RENDERING
 CR1282'IT ALMOST USELESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2643 ***********************************************************************
 CS2643  DESIGNATION -  SAND
 CS2643  PID         -  CS2643
 CS2643  STATE/COUNTY-  TX/HENDERSON
 CS2643  USGS QUAD   -  KERENS (1981)
 CS2643
 CS2643                         *CURRENT SURVEY CONTROL
 CS2643  ___________________________________________________________________
 CS2643* NAD 83(1993)-  32 12 46.57343(N)    096 08 48.80006(W)     ADJUSTED  
 CS2643* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 CS2643  ___________________________________________________________________
 CS2643  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CS2643  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS2643
 CS2643  HORZ ORDER  -  SECOND
 CS2643
 CS2643.The horizontal coordinates were established by classical geodetic methods
 CS2643.and adjusted by the National Geodetic Survey in February 1996..
 CS2643
 CS2643.The orthometric height was scaled from a topographic map.
 CS2643
 CS2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2643
 CS2643.The geoid height was determined by GEOID03.
 CS2643
 CS2643;                    North         East     Units Scale Factor Converg.
 CS2643;SPC TXNC     - 2,063,061.744   821,814.217   MT  0.99997890   +1 17 00.1
 CS2643;SPC TXNC     - 6,768,561.74  2,696,235.48   sFT  0.99997890   +1 17 00.1
 CS2643;UTM  14      - 3,567,609.509   768,915.245   MT  1.00049189   +1 31 18.5
 CS2643
 CS2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2643!SPC TXNC     -   0.99998924  x   0.99997890  =   0.99996814
 CS2643!UTM  14      -   0.99998924  x   1.00049189  =   1.00048112
 CS2643
 CS2643|---------------------------------------------------------------------|
 CS2643| PID    Reference Object                     Distance      Geod. Az  |
 CS2643|                                                           dddmmss.s |
 CS2643| CY2199 SAND RM 1                            34.930 METERS 03813     |
 CS2643| CS2638 NO 164                               97.216 METERS 12735     |
 CS2643| CY2200 SAND RM 2                            40.635 METERS 16051     |
 CS2643| CY2201 SAND RM 3                            18.125 METERS 26545     |
 CS2643| CY2198 SAND AZ MK                                         3303557.7 |
 CS2643|---------------------------------------------------------------------|
 CS2643
 CS2643                          SUPERSEDED SURVEY CONTROL
 CS2643
 CS2643  NAD 83(1986)-  32 12 46.58053(N)    096 08 48.78348(W) AD(       ) 2
 CS2643  NAD 27      -  32 12 46.03600(N)    096 08 47.87800(W) AD(       ) 2
 CS2643
 CS2643.Superseded values are not recommended for survey control.
 CS2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2643.See file dsdata.txt to determine how the superseded data were derived.
 CS2643
 CS2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6891567610(NAD 83)
 CS2643_MARKER: DS = TRIANGULATION STATION DISK
 CS2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2643
 CS2643  HISTORY     - Date     Condition        Report By
 CS2643  HISTORY     - 1947     MONUMENTED       CGS
 CS2643  HISTORY     - 1953     MARK NOT FOUND   LOCENG
 CS2643  HISTORY     - 1955     GOOD             CGS
 CS2643
 CS2643                          STATION DESCRIPTION
 CS2643
 CS2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2643'THE STATION IS 5.5 MILES NORTHWEST OF TRINIDAD, 8.5 MILES
 CS2643'WEST-NORTHWEST OF MALAKOFF, 100 YARDS EAST OF TRINITY RIVER,
 CS2643'68 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 40
 CS2643'FEET SOUTHEAST OF A LARGE OAK TREE, AND 25 FEET EAST OF THE
 CS2643'CENTER OF A SAND ROAD.  IT IS SET FLUSH WITH THE SURFACE
 CS2643'OF THE GROUND AND IS STAMPED SAND 1947.
 CS2643'
 CS2643'REFERENCE MARK NO. 1 IS 85 FEET SOUTHEAST OF THE SOUTHEAST
 CS2643'CORNER OF A HOUSE AND 6 FEET NORTH OF A WOOD SHED.  IT PROJECTS
 CS2643'6 INCHES AND IS STAMPED SAND NO 1 1947.
 CS2643'
 CS2643'REFERENCE MARK NO. 2 IS 29 FEET NORTHEAST OF A LARGE OAK
 CS2643'TREE AND 16 FEET WEST OF THE CENTER OF A SAND ROAD.
 CS2643'IT PROJECTS 6 INCHES AND IS STAMPED SAND NO 2 1947.
 CS2643'
 CS2643'AZIMUTH MARK IS 300 FEET SOUTHEAST OF A FARM HOUSE, 170 FEET
 CS2643'EAST OF THE CENTER OF A TRACK ROAD, 2.5 FEET NORTH OF A
 CS2643'FENCE CORNER, AND 1.5 FEET WEST OF A FENCE LINE.  IT PROJECTS
 CS2643'6 INCHES AND IS STAMPED SAND 1947.
 CS2643'
 CS2643'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CS2643'NO. 31 AND NO. 274 AT THE NORTH EDGE OF TRINIDAD, GO NORTH
 CS2643'ON NO. 274 FOR 4.2 MILES TO A CROSSROAD, TURN LEFT, WEST, AND
 CS2643'GO 0.9 MILE TO A T ROAD, TURN LEFT AND GO 0.1 MILE TO A
 CS2643'HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 CS2643'
 CS2643'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 CS2643'FOR 0.15 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE 0.15
 CS2643'MILE TO A Y, TURN RIGHT, NORTH, AND GO 0.25 MILE TO A FARMHOUSE
 CS2643'AND THE AZIMUTH MARK AS DESCRIBED.
 CS2643'
 CS2643'A 77 FOOT SIGNAL AT LAKE IS VISIBLE AT 64 FEET.
 CS2643'
 CS2643'A 100 FOOT SIGNAL AT CAT IS VISIBLE AT 77 FEET.
 CS2643'
 CS2643'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2643
 CS2643                          STATION RECOVERY (1953)
 CS2643
 CS2643'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953 (JDA)
 CS2643'LETTER OF MR. J.D. ADEN, COASTAL OIL FINDING CO., ATHENS,
 CS2643'TEXAS DATED FEBRUARY 28, 1953--
 CS2643'
 CS2643'STATION FOUND DESTROYED.  REFERENCE MARKS WERE FOUND AS DESCRIBED.
 CS2643
 CS2643                          STATION RECOVERY (1955)
 CS2643
 CS2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2643'THIS STATION WAS REPORTED DESTROYED IN 1953.  IT WAS RECOVERED
 CS2643'IN 1955 IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND IN
 CS2643'CONSIDERABLE ERROR DUE TO CHANGES IN LOCAL FEATURES.  A
 CS2643'REVISED DESCRIPTION IS AS FOLLOWS.
 CS2643'
 CS2643'THE STATION IS ABOUT 5-1/2 MILES AIRLINE NORTHWEST OF TRINIDAD,
 CS2643'8-1/2 MILES WEST, NORTHWEST OF MALAKOFF AND 100 YARDS EAST
 CS2643'OF THE TRINITY RIVER AND ABOUT 0.1 MILE SOUTH OF AN EAST-WEST
 CS2643'ROAD WHICH BEARS NORTH AT THE RIVER TO A SET OF RED BUILDINGS.
 CS2643'THE STATION IS MARKED BY STANDARD DISKS IN CONCRETE.  THE DISKS
 CS2643'ARE STAMPED SAND 1947.  THE SURFACE MARK IS ABOUT 1 INCH
 CS2643'BELOW THE SURFACE OF A GRADED SAND ROAD, NEAR THE EDGE OF
 CS2643'THE EAST SHOULDER OF THE GRADE, 7 FEET EAST OF THE CENTERLINE
 CS2643'OF THE GRADE, ABOUT 250 YARDS SOUTHWEST OF A LONE BARN AND
 CS2643'0.4 MILE SOUTH OF THE RED BUILDINGS
 CS2643'
 CS2643'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SAND 1947
 CS2643'NO. 1, IN CONCRETE PROJECTING ABOUT 6 INCHES, 115 FEET EAST
 CS2643'OF THE CENTERLINE OF THE GRADED SAND ROAD AND ABOUT 75 FEET
 CS2643'SOUTHEAST OF A 20 INCH DIAMETER BOIS DE ARC TREE WHICH IS
 CS2643'IN THE FIELD AT THE EAST SIDE OF THE ROAD, AND ABOUT 125
 CS2643'FEET SOUTHWEST OF THE LONE BARN.
 CS2643'
 CS2643'R.M. NO. 2 IS A STANDARD DISK STAMPED SAND 1947 NO 2, SET
 CS2643'IN CONCRETE PROJECTING ABOUT 2 INCHES, 35 FEET WEST OF THE
 CS2643'CENTERLINE OF THE ROAD, AND ABOUT 30 FEET NORTH OF A 30 INCH
 CS2643'DIAMETER OAK AND A CONCRETE FLOOR.
 CS2643'
 CS2643'U.S.E.D. NO. 64 IS AN IRON PIPE EMBEDDED IN A CONCRETE MONUMENT
 CS2643'ABOUT 12 INCHES SQUARE AND PROJECTING ABOUT 2 INCHES, 75
 CS2643'FEET EAST OF THE ROAD IN A PASTURE FIELD.
 CS2643'
 CS2643'R.M. NO. 3 IS A STANDARD DISK STAMPED SAND 1947 NO 3 1955,
 CS2643'IN A CONCRETE MONUMENT PROJECTING 4 INCHES, 35 FEET WEST
 CS2643'OF THE CENTERLINE OF THE ROAD AND ABOUT MIDWAY BETWEEN THE
 CS2643'ROAD AND THE RIVER BANK.
 CS2643'
 CS2643'TO REACH THE STATION FROM TRINIDAD.  GO NORTHWEST ON HIGHWAY NO.
 CS2643'274 FROM THE HIGHWAY JUNCTION AT THE NORTH SIDE OF TOWN.
 CS2643'GO 5.2 MILES (NOT 4.2 AS STATED IN THE ORIGINAL DESCRIPTION)
 CS2643'ON 274 TO BLACKTOP CROSSROAD, THEN TURN LEFT AND GO WEST
 CS2643'ON THE BLACKTOP 0.9 MILE TO THE GRADED SAND ROAD TO THE LEFT.
 CS2643'THEN TURN LEFT AND GO ABOUT 0.1 MILE TO THE STATION AS
 CS2643'DESCRIBED.
 CS2643'
 CS2643'TO REACH THE AZIMUTH MARK.  CONTINUE WEST AND NORTH ON THE
 CS2643'ROAD 0.1 MILE NORTH OF THE STATION, 0.4 MILE TO THE RED BUILDINGS.
 CS2643'THE AZIMUTH IS A DISK STAMPED SAND 1947 IN CONCRETE, PROJECTING
 CS2643'4 INCHES, IN THE SOUTHEAST CORNER OF THE RANCH YARD, 300
 CS2643'FEET SOUTHEAST OF THE HOUSE, 170 FEET EAST OF THE ENTRANCE
 CS2643'ROAD, 2.5 FEET NORTH OF A FENCE CORNER AND 1.5 FEET WEST
 CS2643'OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0620 ***********************************************************************
 DP0620  DESIGNATION -  SAND
 DP0620  PID         -  DP0620
 DP0620  STATE/COUNTY-  TX/GARZA
 DP0620  USGS QUAD   -  JUSTICEBURG NW (1969)
 DP0620
 DP0620                         *CURRENT SURVEY CONTROL
 DP0620  ___________________________________________________________________
 DP0620* NAD 83(1993)-  33 13 45.97426(N)    101 13 06.99557(W)     ADJUSTED  
 DP0620* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 DP0620  ___________________________________________________________________
 DP0620  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DP0620  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 DP0620
 DP0620  HORZ ORDER  -  FIRST
 DP0620
 DP0620.The horizontal coordinates were established by classical geodetic methods
 DP0620.and adjusted by the National Geodetic Survey in February 1996..
 DP0620
 DP0620.The orthometric height was scaled from a topographic map.
 DP0620
 DP0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0620
 DP0620.The geoid height was determined by GEOID03.
 DP0620
 DP0620;                    North         East     Units Scale Factor Converg.
 DP0620;SPC TXNC     - 2,176,574.010   346,656.122   MT  0.99987742   -1 28 57.8
 DP0620;SPC TXNC     - 7,140,976.56  1,137,320.96   sFT  0.99987742   -1 28 57.8
 DP0620;UTM  14      - 3,678,916.925   293,263.995   MT  1.00012698   -1 12 58.4
 DP0620
 DP0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0620!SPC TXNC     -   0.99988194  x   0.99987742  =   0.99975938
 DP0620!UTM  14      -   0.99988194  x   1.00012698  =   1.00000891
 DP0620
 DP0620|---------------------------------------------------------------------|
 DP0620| PID    Reference Object                     Distance      Geod. Az  |
 DP0620|                                                           dddmmss.s |
 DP0620| CJ8404 SAND RM 1                            22.518 METERS 09435     |
 DP0620| CJ8403 SAND AZ MK                                         0955850.2 |
 DP0620| DP0622 POST ATT MICROWAVE                  APPROX. 7.5 KM 2425246.9 |
 DP0620| DP0629 POST SW BELL TEL CO RAD MAST        APPROX.19.5 KM 2632458.3 |
 DP0620| CJ8405 SAND RM 2                            14.637 METERS 33258     |
 DP0620|---------------------------------------------------------------------|
 DP0620
 DP0620                          SUPERSEDED SURVEY CONTROL
 DP0620
 DP0620  NAD 83(1993)-  33 13 45.97750(N)    101 13 06.98898(W) AD(       ) 1
 DP0620  NAD 83(1986)-  33 13 45.97971(N)    101 13 06.98491(W) AD(       ) 1
 DP0620  NAD 27      -  33 13 45.64315(N)    101 13 05.50638(W) AD(       ) 1
 DP0620
 DP0620.Superseded values are not recommended for survey control.
 DP0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0620.See file dsdata.txt to determine how the superseded data were derived.
 DP0620
 DP0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9326478917(NAD 83)
 DP0620_MARKER: DS = TRIANGULATION STATION DISK
 DP0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0620
 DP0620  HISTORY     - Date     Condition        Report By
 DP0620  HISTORY     - 1968     MONUMENTED       CGS
 DP0620
 DP0620                          STATION DESCRIPTION
 DP0620
 DP0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0620'STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF SOUTHLAND, 13
 DP0620'MILES NORTH OF JUSTICEBURG, 5 MILES EAST-NORTHEAST OF POST AND
 DP0620'1-1/2 MILES NORTH OF U.S. HIGHWAY 380.
 DP0620'
 DP0620'TO REACH FROM THE POST OFFICE IN POST, GO EAST FOR 0.1 MILE
 DP0620'TO THE JUNCTION OF U.S. HIGHWAY 84 AND 380, CONTINUE EAST ON
 DP0620'U.S. HIGHWAY 380 FOR 7.6 MILES TO BRIDGE OVER THE NORTH FORK
 DP0620'OF DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER, CONTINUE FOR
 DP0620'0.2 MILE TO A SIDE ROAD WITH CATTLE GUARD AND LOCKED GATE, TURN
 DP0620'LEFT AND GO NORTHERLY ON FIELD ROAD FOR 0.8 MILE TO FORK, KEEP
 DP0620'RIGHT FOR 0.2 MILE TO FORK, KEEP THE RIGHT FORK AND GO
 DP0620'EASTERLY FOR 0.65 MILE TO FORK, KEEP LEFT AND CONTINUE FOR
 DP0620'0.9 MILE TO FENCE, TURN LEFT AND GO NORTH ALONG WEST SIDE
 DP0620'OF FENCE FOR 0.5 MILE TO TOP OF RIDGE AND AZIMUTH MARK, TURN
 DP0620'LEFT AND FOLLOW TRACK ROAD WESTERLY FOR 0.35 MILE TO TOP OF
 DP0620'A SMALL KNOLL AND STATION.
 DP0620'
 DP0620'STATION MARK, A STANDARD DISK STAMPED SAND 1968, IS SET IN THE
 DP0620'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES AND ON
 DP0620'THE HIGHEST POINT OF KNOLL.  THE MARK IS 3.5 FEET SOUTH OF
 DP0620'4 BY 4 WOODEN WITNESS POST.
 DP0620'
 DP0620'REFERENCE MARK 1, A STANDARD DISK STAMPED SAND NO 1 1968,
 DP0620'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 DP0620'2 INCHES AND ABOUT THE SAME ELEVATION AS THE STATION.  THE
 DP0620'MARK IS 72.2 FEET EAST OF WITNESS POST.
 DP0620'
 DP0620'REFERENCE MARK 2, A STANDARD DISK STAMPED SAND NO 2 1968,
 DP0620'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 DP0620'4 INCHES ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK IS
 DP0620'45.6 FEET NORTHWEST OF THE WITNESS POST.
 DP0620'
 DP0620'AZIMUTH MARK, A STANDARD DISK STAMPED SAND 1968, IS SET
 DP0620'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 10
 DP0620'INCHES.  THE MARK IS 1.9 FEET NORTHWEST OF WITNESS POST AND
 DP0620'1 FOOT WEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1679 ***********************************************************************
 FL1679  DESIGNATION -  SAND
 FL1679  PID         -  FL1679
 FL1679  STATE/COUNTY-  TX/HUTCHINSON
 FL1679  USGS QUAD   -  PLEMONS (1978)
 FL1679
 FL1679                         *CURRENT SURVEY CONTROL
 FL1679  ___________________________________________________________________
 FL1679* NAD 83(1993)-  35 51 30.33039(N)    101 15 46.00842(W)     ADJUSTED  
 FL1679* NAVD 88     -       908.     (meters)    2979.     (feet)  SCALED    
 FL1679  ___________________________________________________________________
 FL1679  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FL1679  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 FL1679
 FL1679  HORZ ORDER  -  THIRD
 FL1679
 FL1679.The horizontal coordinates were established by classical geodetic methods
 FL1679.and adjusted by the National Geodetic Survey in February 1996..
 FL1679
 FL1679.The orthometric height was scaled from a topographic map.
 FL1679
 FL1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1679
 FL1679.The geoid height was determined by GEOID03.
 FL1679
 FL1679;                    North         East     Units Scale Factor Converg.
 FL1679;SPC TX N     - 1,206,196.128   221,425.485   MT  0.99994035   +0 08 14.9
 FL1679;SPC TX N     - 3,957,328.46    726,460.11   sFT  0.99994035   +0 08 14.9
 FL1679;UTM  14      - 3,970,610.034   295,680.312   MT  1.00011444   -1 19 33.5
 FL1679
 FL1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1679!SPC TX N     -   0.99986170  x   0.99994035  =   0.99980206
 FL1679!UTM  14      -   0.99986170  x   1.00011444  =   0.99997613
 FL1679
 FL1679:                Primary Azimuth Mark                     Grid Az
 FL1679:SPC TX N     -  QUAIL                                    161 41 49.2
 FL1679:UTM  14      -  QUAIL                                    163 09 37.6
 FL1679
 FL1679|---------------------------------------------------------------------|
 FL1679| PID    Reference Object                     Distance      Geod. Az  |
 FL1679|                                                           dddmmss.s |
 FL1679| FL1678 QUAIL                               APPROX. 3.1 KM 1615004.1 |
 FL1679|---------------------------------------------------------------------|
 FL1679
 FL1679                          SUPERSEDED SURVEY CONTROL
 FL1679
 FL1679  NAD 83(1993)-  35 51 30.33097(N)    101 15 46.00757(W) AD(       ) 3
 FL1679  NAD 83(1986)-  35 51 30.33813(N)    101 15 45.99672(W) AD(       ) 3
 FL1679  NAD 27      -  35 51 30.19810(N)    101 15 44.42000(W) AD(       ) 3
 FL1679
 FL1679.Superseded values are not recommended for survey control.
 FL1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1679.See file dsdata.txt to determine how the superseded data were derived.
 FL1679
 FL1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9568070610(NAD 83)
 FL1679_MARKER: DD = SURVEY DISK
 FL1679_SETTING: 0 = UNSPECIFIED SETTING
 FL1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1679
 FL1679  HISTORY     - Date     Condition        Report By
 FL1679  HISTORY     - 1952     MONUMENTED       USGS
 FL1679
 FL1679                          STATION DESCRIPTION
 FL1679
 FL1679'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1679'TO REACH FROM STINNETT POST OFFICE GO E. 5.4 MI. TO CROSSROADS, TURN
 FL1679'LEFT, N., THROUGH CATTLE GUARD, GO 2.8 MI. N. AND E., TO RD. FORK NEAR
 FL1679'STONE HOUSE.  TAKE RIGHT FORK E., GO 0.5 MI. TO MOORE CREEK CROSSING.
 FL1679'CROSS CREEK AND CONTINUE E. 1.3 MI. TO RD. FORK.  CONTINUE E. AND NE.
 FL1679'1.5 MI. TO RD. FORK NEAR RANCH  YARD.  TAKE RIGHT FORK GO 0.1 MI. TO
 FL1679'SE. CORNER OF CORRAL.  TURN LEFT N., GO 0.5 MI. TO GATE.  GO THROUGH
 FL1679'GATE, TURN LEFT W., FOLLOW RD. 0.5 MI. TO RD. FORK AT EDGE OF CREEK.
 FL1679'TAKE LEFT FORK, CROSS CREEK, GO N., 0.2 MI. TO END OF FENCE ON LEFT
 FL1679'AND DIM RD. ON RIGHT.  TURN RIGHT E., FOLLOW DIM RD. 0.5 MI. LEAVE RD.
 FL1679'TURN LEFT, GO NE. 0.3 MI. TO TOP OF SANDY KNOLL AND STATION.
 FL1679'
 FL1679'STATION MARK - STANDARD TABLET WELDED IN TOP OF A 3 IN. IRON PIPE
 FL1679'STAMPED ---SAND 1952---.
 FL1679'
 FL1679'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1381 ***********************************************************************
 GL1381  DESIGNATION -  SAND
 GL1381  PID         -  GL1381
 GL1381  STATE/COUNTY-  TX/DALLAM
 GL1381  USGS QUAD   -  BOLIN NE (1973)
 GL1381
 GL1381                         *CURRENT SURVEY CONTROL
 GL1381  ___________________________________________________________________
 GL1381* NAD 83(1993)-  36 09 07.30758(N)    102 32 25.94727(W)     ADJUSTED  
 GL1381* NAVD 88     -      1249.     (meters)    4098.     (feet)  VERTCON   
 GL1381  ___________________________________________________________________
 GL1381  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 GL1381  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 GL1381
 GL1381  HORZ ORDER  -  SECOND
 GL1381
 GL1381.The horizontal coordinates were established by classical geodetic methods
 GL1381.and adjusted by the National Geodetic Survey in February 1996..
 GL1381
 GL1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1381
 GL1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1381
 GL1381.The geoid height was determined by GEOID03.
 GL1381
 GL1381;                    North         East     Units Scale Factor Converg.
 GL1381;SPC TX N     - 1,239,240.144   106,363.796   MT  0.99999285   -0 36 10.9
 GL1381;SPC TX N     - 4,065,740.37    348,961.89   sFT  0.99999285   -0 36 10.9
 GL1381;UTM  13      - 4,003,613.499   721,259.799   MT  1.00020325   +1 27 05.4
 GL1381
 GL1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1381!SPC TX N     -   0.99980793  x   0.99999285  =   0.99980079
 GL1381!UTM  13      -   0.99980793  x   1.00020325  =   1.00001114
 GL1381
 GL1381:                Primary Azimuth Mark                     Grid Az
 GL1381:SPC TX N     -  SAND AZ MK                               100 37 28.4
 GL1381:UTM  13      -  SAND AZ MK                               098 34 12.1
 GL1381
 GL1381|---------------------------------------------------------------------|
 GL1381| PID    Reference Object                     Distance      Geod. Az  |
 GL1381|                                                           dddmmss.s |
 GL1381| CM9974 SAND AZ MK                                         1000117.5 |
 GL1381| CM9975 SAND AZ MK 2                                       1000619.4 |
 GL1381| GL1394 DALHART MUNICIPAL TANK              APPROX.11.3 KM 1684743.8 |
 GL1381| CM9976 SAND RM 1                             8.123 METERS 19306     |
 GL1381| CM9977 SAND RM 2                            23.518 METERS 23212     |
 GL1381|---------------------------------------------------------------------|
 GL1381
 GL1381                          SUPERSEDED SURVEY CONTROL
 GL1381
 GL1381  NAD 83(1993)-  36 09 07.30723(N)    102 32 25.94811(W) AD(       ) 2
 GL1381  NAD 83(1993)-  36 09 07.31628(N)    102 32 25.93930(W) AD(       ) 2
 GL1381  NAD 83(1993)-  36 09 07.31880(N)    102 32 25.93725(W) AD(       ) 2
 GL1381  NAD 83(1986)-  36 09 07.31786(N)    102 32 25.93851(W) AD(       ) 2
 GL1381  NAD 27      -  36 09 07.20800(N)    102 32 24.24200(W) AD(       ) 2
 GL1381  NGVD 29 (07/19/86) 1248.     (m)         4094.     (f) VERT ANG       
 GL1381
 GL1381.Superseded values are not recommended for survey control.
 GL1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1381.See file dsdata.txt to determine how the superseded data were derived.
 GL1381
 GL1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2126003613(NAD 83)
 GL1381_MARKER: DS = TRIANGULATION STATION DISK
 GL1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1381_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1381
 GL1381  HISTORY     - Date     Condition        Report By
 GL1381  HISTORY     - 1953     MONUMENTED       CGS
 GL1381  HISTORY     - 1968     GOOD             USAF
 GL1381  HISTORY     - 1969     GOOD             CGS
 GL1381
 GL1381                          STATION DESCRIPTION
 GL1381
 GL1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1381'THE STATION IS LOCATED ON A SAND DUNE THAT LIES ON THE NORTH
 GL1381'EDGE OF A GROUP OF SAND DUNES.  IT IS ABOUT 2 MILES AIRLINE
 GL1381'WEST OF STATE HIGHWAY 51, ABOUT 6 MILES AIRLINE NORTH OF DALHART,
 GL1381'AND ABOUT 10 MILES AIRLINE EAST-SOUTHEAST OF WARE.
 GL1381'
 GL1381'THE STATION IS A STANDARD DISK STAMPED SAND 1953 AND SET IN
 GL1381'THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER
 GL1381'AND FLUSH WITH THE GROUND.  IT IS 6-1/2 FEET NORTH OF A
 GL1381'WHITE WITNESS POST, AND 25 FEET WEST OF THE EAST EDGE OF THE
 GL1381'DUNE.
 GL1381'
 GL1381'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SAND
 GL1381'NO 1 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT
 GL1381'IS 12 INCHES IN DIAMETER AND PROJECTS 1 INCH.  IT IS 25 FEET
 GL1381'WEST OF THE EAST EDGE OF THE DUNE, AND ABOUT 3 FEET LOWER
 GL1381'THAN THE STATION.
 GL1381'
 GL1381'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SAND
 GL1381'NO 2 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS
 GL1381'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS ON THE
 GL1381'TOP OF A SMALL SAND DUNE AND ABOUT 3 FEET LOWER THAN THE
 GL1381'STATION.
 GL1381'
 GL1381'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SAND 1953 AND SET
 GL1381'IN THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER
 GL1381'AND PROJECTS 8 INCHES.  IT IS 20 FEET WEST OF THE CENTER LINE OF
 GL1381'A FIRE BREAK ROAD, AND 1 FOOT SOUTH OF A 2 BY 4 INCH STAKE
 GL1381'THAT PROJECTS 4 FEET.  TO REACH THE MARK FROM THE STATION
 GL1381'GO EASTERLY, CROSS COUNTRY, FOR 0.9 MILE TO THE FIRE BREAK
 GL1381'ROAD AND THE MARK.
 GL1381'
 GL1381'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51
 GL1381'AND U.S. HIGHWAY 87 IN THE NORTH EDGE OF DALHART GO NORTH EAST
 GL1381'AND NORTH ON STATE HIGHWAY 51 FOR 6.2 MILES TO A HOUSE ON THE
 GL1381'RIGHT AND A GATE ON THE LEFT.  TURN LEFT, WEST, AND PASS
 GL1381'THROUGH THE GATE AND THEN FOLLOW THE TRACK ROAD AND FIRE BREAK
 GL1381'FOR 1.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND
 GL1381'GO WEST, CROSS COUNTRY, FOR 0.9 MILE TO THE SAND DUNE AND
 GL1381'THE STATION.
 GL1381'
 GL1381'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GL1381
 GL1381                          STATION RECOVERY (1968)
 GL1381
 GL1381'RECOVERY NOTE BY US AIR FORCE 1968
 GL1381'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 GL1381'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED,
 GL1381'THE CONCRETE POST WAS LAYING OVER ON ITS SIDE.  THE WITNESS
 GL1381'POST FOR THE STATION MARK WAS ALSO DESTROYED.
 GL1381'
 GL1381'STATE HWY 51 IS NOW U.S. HWY 385.
 GL1381
 GL1381                          STATION RECOVERY (1969)
 GL1381
 GL1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GL1381'STATION, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD
 GL1381'CONDITION.  AZIMUTH MARK WAS FOUND DESTROYED BY EROSION.  THE
 GL1381'MARK WAS SET IN A NEW LOCATION AND STAMPED SAND 1953 1969.
 GL1381'IT IS 30 FEET WEST OF A FIELD ROAD AND 1 FOOT SOUTH OF A METAL
 GL1381'WITNESS POST.  THE MARK PROJECTS 9 INCHES.  A WITNESS POST
 GL1381'WAS SET 1 FOOT NORTH OF THE STATION MARK.
 GL1381'
 GL1381'THE LOCATION DESCRIPTION OF THE STATION IS ADEQUATELY DESCRIBED,
 GL1381'BUT DUE TO A FEW ROAD AND LAND MARK CHANGES, A NEW TO REACH
 GL1381'DESCRIPTION FOLLOWS.
 GL1381'
 GL1381'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 385 AND 87 IN
 GL1381'THE NORTH EDGE OF DALHART, GO NORTHEASTERLY ON U.S. HIGHWAY 385
 GL1381'FOR 6.2 MILES TO A RANCH HOUSE ON RIGHT AND A WIRE GATE ON
 GL1381'LEFT.  TURN LEFT, PASS THRU GATE AND GO WESTERLY FOR 1.3 MILES
 GL1381'TO A T ROAD NEAR A WIND MILL.  TURN RIGHT AND GO NORTHERLY
 GL1381'0.4 MILE TO FORKS.  (CONTINUE NORTH 0.2 MILE TO AZIMUTH MARK
 GL1381'ON LEFT).  TAKE LEFT FORK AND GO WESTERLY ON FIELD ROAD FOR
 GL1381'0.8 MILE, TURN RIGHT LEAVING FIELD ROAD AND GO 0.15 MILE TO
 GL1381'TOP OF SAND DUNE AND STATION ABOUT 25 FEET WEST OF THE EAST
 GL1381'EDGE OF THE DUNE.
 GL1381'
 GL1381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MI.
 GL1381'N OF DALHART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0775 ***********************************************************************
 CV0775  CBN         -  This is a Cooperative Base Network Control Station.
 CV0775  DESIGNATION -  SAND
 CV0775  PID         -  CV0775
 CV0775  STATE/COUNTY-  TX/DAWSON
 CV0775  USGS QUAD   -  SAND (1970)
 CV0775
 CV0775                         *CURRENT SURVEY CONTROL
 CV0775  ___________________________________________________________________
 CV0775* NAD 83(1993)-  32 42 14.35848(N)    102 09 14.17741(W)     ADJUSTED  
 CV0775* NAVD 88     -       927.7    (meters)    3044.     (feet)  GPS OBS   
 CV0775  ___________________________________________________________________
 CV0775  X           -  -1,131,235.025 (meters)                     COMP
 CV0775  Y           -  -5,252,609.568 (meters)                     COMP
 CV0775  Z           -   3,426,868.957 (meters)                     COMP
 CV0775  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 CV0775  ELLIP HEIGHT-         904.02  (meters)          (10/24/00) GPS OBS
 CV0775  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CV0775
 CV0775  HORZ ORDER  -  B
 CV0775  ELLP ORDER  -  FOURTH    CLASS II
 CV0775
 CV0775.The horizontal coordinates were established by GPS observations
 CV0775.and adjusted by the National Geodetic Survey in May 1994..
 CV0775
 CV0775.The orthometric height was determined by GPS observations and a
 CV0775.high-resolution geoid model.
 CV0775
 CV0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0775
 CV0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0775
 CV0775.The ellipsoidal height was determined by GPS observations
 CV0775.and is referenced to NAD 83.
 CV0775
 CV0775.The geoid height was determined by GEOID03.
 CV0775
 CV0775;                    North         East     Units Scale Factor Converg.
 CV0775;SPC TXNC     - 2,120,985.599   257,498.477   MT  0.99989092   -1 59 34.2
 CV0775;SPC TXNC     - 6,958,600.25    844,809.59   sFT  0.99989092   -1 59 34.2
 CV0775;UTM  13      - 3,622,053.854   766,797.486   MT  1.00047781   +1 32 19.1
 CV0775
 CV0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0775!SPC TXNC     -   0.99985808  x   0.99989092  =   0.99974902
 CV0775!UTM  13      -   0.99985808  x   1.00047781  =   1.00033583
 CV0775
 CV0775|---------------------------------------------------------------------|
 CV0775| PID    Reference Object                     Distance      Geod. Az  |
 CV0775|                                                           dddmmss.s |
 CV0775| CI0412 SAND RM 1                             8.692 METERS 08912     |
 CV0775| CI0413 SAND RM 2                            10.663 METERS 26712     |
 CV0775| CI0411 SAND AZ MK                                         2711926.8 |
 CV0775|---------------------------------------------------------------------|
 CV0775
 CV0775                          SUPERSEDED SURVEY CONTROL
 CV0775
 CV0775  ELLIP H (05/09/94)  904.04   (m)                       GP(       ) 4 2
 CV0775  NAD 83(1986)-  32 42 14.36839(N)    102 09 14.17054(W) AD(       ) 1
 CV0775  NAD 27      -  32 42 14.01661(N)    102 09 12.56935(W) AD(       ) 1
 CV0775  NGVD 29 (07/19/86)  928.3    (m)         3046.     (f) VERT ANG       
 CV0775
 CV0775.Superseded values are not recommended for survey control.
 CV0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0775.See file dsdata.txt to determine how the superseded data were derived.
 CV0775
 CV0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6679722054(NAD 83)
 CV0775_MARKER: DH = HORIZONTAL CONTROL DISK
 CV0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0775_SP_SET: CONCRETE POST
 CV0775_STAMPING: SAND 1975
 CV0775_MARK LOGO: NGS   
 CV0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0775+STABILITY: SURFACE MOTION
 CV0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0775+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1995
 CV0775
 CV0775  HISTORY     - Date     Condition        Report By
 CV0775  HISTORY     - 1975     MONUMENTED       NGS
 CV0775  HISTORY     - 1975     GOOD             NGS
 CV0775  HISTORY     - 19930204 GOOD             NGS
 CV0775  HISTORY     - 19950729 GOOD             NGS
 CV0775
 CV0775                          STATION DESCRIPTION
 CV0775
 CV0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0775'THE STATION IS ABOUT 12 MILES WEST-SOUTHWEST OF LAMESA, 3 MILES
 CV0775'EAST OF THE GAINES-DAWSON COUNTY LINE AND ON THE SOUTH RIGHT-OF-WAY
 CV0775'OF U.S. HIGHWAY 180.
 CV0775'
 CV0775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180 AND
 CV0775'FARM ROAD 303, WHICH IS ABOUT 13 MILES EAST OF SEMINOLE, GO EAST ON
 CV0775'U.S. HIGHWAY 180 FOR 11.7 MILES TO THE GAINES-DAWSON COUNTY
 CV0775'LINE.  CONTINUE EAST ON HIGHWAY 180 FOR 2.5 MILES TO AN OIL
 CV0775'STORAGE TANK AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 CV0775'HIGHWAY 180 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 CV0775'
 CV0775'STATION MARKS ARE STANDARD DISKS, STAMPED SAND 1975.  THE SURFACE
 CV0775'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CV0775'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 58.0 FEET SOUTH OF
 CV0775'THE CENTER OF U.S. HIGHWAY 180, 7.0 FEET NORTH OF A POWER LINE
 CV0775'POLE, 2.2 FEET SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND DISK
 CV0775'IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE
 CV0775'GROUND SURFACE.
 CV0775'
 CV0775'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SAND NO 1 1975, SET
 CV0775'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 CV0775'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 58.0 FEET SOUTH OF THE
 CV0775'CENTER OF U.S. HIGHWAY 180, 28.0 FEET EAST-NORTHEAST OF THE POWER
 CV0775'LINE POLE, 2.3 FEET WEST OF A WITNESS POST AND ABOUT THE SAME
 CV0775'ELEVATION AS THE STATION.
 CV0775'
 CV0775'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SAND NO 2 1975, SET
 CV0775'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 CV0775'FLUSH WITH THE GROUND.  IT IS 58.0 FEET SOUTH OF THE CENTER OF
 CV0775'U.S. HIGHWAY 180, 36.0 FEET WEST-NORTHWEST OF THE POWER LINE
 CV0775'POLE, 1.3 FEET EAST OF A WITNESS POST AND ABOUT THE SAME
 CV0775'ELEVATION AS THE STATION.
 CV0775'
 CV0775'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED SAND AZ
 CV0775'1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CV0775'MONUMENT, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 67.0 FEET
 CV0775'NORTH OF THE CENTER OF U.S. HIGHWAY 180, 1.9 FEET EAST OF A
 CV0775'WITNESS POST AND 1.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A FENCE
 CV0775'AROUND AN OIL STORAGE TANK.
 CV0775'
 CV0775'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 CV0775
 CV0775                          STATION RECOVERY (1975)
 CV0775
 CV0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CV0775'RECOVERED IN GOOD CONDITION.
 CV0775
 CV0775                          STATION RECOVERY (1993)
 CV0775
 CV0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CV0775'STATION IS LOCATED ABOUT 20 KM (12.40 MI) WEST OF LAMESA, 20 KM
 CV0775'(12.40 MI) NORTH-NORTHEAST OF THE DAWSON-MARTIN-GAINES COUNTIES
 CV0775'JUNCTION CORNER, 4.8 KM (3.00 MI) EAST OF THE DAWSON-GAINES COUNTY
 CV0775'LINE, ALONG U.S. HIGHWAY 180, ON THE RIGHT-OF-WAY, ALONG A LONG
 CV0775'STRAIGHT SECTION OF HIGHWAY, ADJACENT TO A CULTIVATED FIELD.
 CV0775'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 CV0775'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND 87 SOUTHBOUND IN
 CV0775'LAMESA, GO WEST ON HIGHWAY 180 FOR 11.70 KM (7.25 MI) TO FARM ROAD
 CV0775'829 NORTH ON THE RIGHT.  CONTINUE AHEAD FOR 7.12 KM (4.40 MI) TO A
 CV0775'PAVED ROAD RIGHT.  CONTINUE AHEAD FOR 0.62 KM (0.40 MI) TO THE
 CV0775'STATION ON THE LEFT.  CONTINUE AHEAD FOR 0.62 KM (0.40 MI) TO THE
 CV0775'AZIMUTH MARK ON THE RIGHT AT THE SOUTHEAST CORNER OF A PERIMETER
 CV0775'FENCE AROUND AN OIL STORAGE TANK.
 CV0775'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 0.5 M
 CV0775'(1.6 FT) BELOW GROUND (DEPTH WILL CHANGE DUE TO BLOWING SAND AND
 CV0775'PLOWING).  IT IS 17.8 M (58.4 FT) SOUTH OF, AND 0.5 M (1.6 FT) LOWER
 CV0775'THAN THE HIGHWAY CENTER, 2.2 M (7.2 FT) NORTH OF UTILITY POLE 4731
 CV0775'(WITH A SMALL TRIANGLE BLAZE), 0.8 M (2.6 FT) SOUTHWEST OF A METAL
 CV0775'WITNESS POST, AND 0.8 M (2.6 FT) EAST OF A METAL WITNESS POST.
 CV0775
 CV0775                          STATION RECOVERY (1995)
 CV0775
 CV0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CV0775'THE STATION IS LOCATED ABOUT 19.2 KM (11.95 MI) WEST-SOUTHWEST OF
 CV0775'LAMESA, 4.8 KM (3.00 MI) EAST OF THE GAINES-DAWSON COUNTY LINE AND ON
 CV0775'THE SOUTH RIGHT-OF-WAY OF U.S.  HIGHWAY 180.  TO REACH THE STATION
 CV0775'FROM THE JUNCTION OF U.S.  HIGHWAY 180 AND FARM ROAD 303, 21.0 KM
 CV0775'(13.05 MI) EAST OF SEMINOLE, GO EAST ON THE HIGHWAY FOR 18.7 KM (11.60
 CV0775'MI) TO THE GAINES-DAWSON COUNTY LINE.  CONTINUE EAST ON THE HIGHWAY
 CV0775'FOR 4.0 KM (2.50 MI) TO AN OIL STORAGE TANK AND THE AZIMUTH ON THE
 CV0775'LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.6 KM (0.35 MI) TO THE
 CV0775'STATION ON THE RIGHT.  THE STATION IS 17.7 M (58.1 FT) SOUTH OF THE
 CV0775'HIGHWAY CENTER, 2.1 M (6.9 FT) NORTH OF A UTILITY POLE, 0.7 M (2.3 FT)
 CV0775'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CV0775'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1934 ***********************************************************************
 FL1934  DESIGNATION -  SAND
 FL1934  PID         -  FL1934
 FL1934  STATE/COUNTY-  TX/WHEELER
 FL1934  USGS QUAD   -  KELTON NW (1963)
 FL1934
 FL1934                         *CURRENT SURVEY CONTROL
 FL1934  ___________________________________________________________________
 FL1934* NAD 83(1993)-  35 26 40.81955(N)    100 07 47.50297(W)     ADJUSTED  
 FL1934* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 FL1934  ___________________________________________________________________
 FL1934  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FL1934  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FL1934
 FL1934  HORZ ORDER  -  SECOND
 FL1934
 FL1934.The horizontal coordinates were established by classical geodetic methods
 FL1934.and adjusted by the National Geodetic Survey in February 1996..
 FL1934
 FL1934.The orthometric height was scaled from a topographic map.
 FL1934
 FL1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1934
 FL1934.The geoid height was determined by GEOID03.
 FL1934
 FL1934;                    North         East     Units Scale Factor Converg.
 FL1934;SPC TX N     - 1,161,128.979   324,381.924   MT  0.99991098   +0 47 38.6
 FL1934;SPC TX N     - 3,809,470.66  1,064,243.03   sFT  0.99991098   +0 47 38.6
 FL1934;SPC OK N     -    51,459.118   406,637.297   MT  1.00002438   -1 15 25.0
 FL1934;SPC OK N     -   168,828.79  1,334,109.20   sFT  1.00002438   -1 15 25.0
 FL1934;SPC OK S     -   236,249.337   406,631.452   MT  1.00004860   -1 12 32.2
 FL1934;SPC OK S     -   775,094.70  1,334,090.02   sFT  1.00004860   -1 12 32.2
 FL1934;UTM  14      - 3,922,943.701   397,456.904   MT  0.99972958   -0 39 19.0
 FL1934
 FL1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1934!SPC TX N     -   0.99988837  x   0.99991098  =   0.99979936
 FL1934!SPC OK N     -   0.99988837  x   1.00002438  =   0.99991275
 FL1934!SPC OK S     -   0.99988837  x   1.00004860  =   0.99993696
 FL1934!UTM  14      -   0.99988837  x   0.99972958  =   0.99961798
 FL1934
 FL1934|---------------------------------------------------------------------|
 FL1934| PID    Reference Object                     Distance      Geod. Az  |
 FL1934|                                                           dddmmss.s |
 FL1934| CL3941 SAND RM 1                             5.722 METERS 11028     |
 FL1934| CL3942 SAND RM 2                             6.202 METERS 25655     |
 FL1934| CL3940 SAND AZ MK                                         2643141.9 |
 FL1934| FL1963 WHEELER MUNICIPAL TANK              APPROX.12.9 KM 2692545.5 |
 FL1934| FL1936 SAND 2                                5.940 METERS 31552     |
 FL1934|---------------------------------------------------------------------|
 FL1934
 FL1934                          SUPERSEDED SURVEY CONTROL
 FL1934
 FL1934  NAD 83(1993)-  35 26 40.81990(N)    100 07 47.50298(W) AD(       ) 2
 FL1934  NAD 83(1986)-  35 26 40.82323(N)    100 07 47.49244(W) AD(       ) 2
 FL1934  NAD 27      -  35 26 40.65300(N)    100 07 46.07300(W) AD(       ) 2
 FL1934
 FL1934.Superseded values are not recommended for survey control.
 FL1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1934.See file dsdata.txt to determine how the superseded data were derived.
 FL1934
 FL1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9745722944(NAD 83)
 FL1934_MARKER: DS = TRIANGULATION STATION DISK
 FL1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1934
 FL1934  HISTORY     - Date     Condition        Report By
 FL1934  HISTORY     - 1951     MONUMENTED       CGS
 FL1934  HISTORY     - 1957     GOOD             CGS
 FL1934
 FL1934                          STATION DESCRIPTION
 FL1934
 FL1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1934'THE STATION IS ABOUT 8 MILES AIR LINE EAST OF WHEELER.  57
 FL1934'FEET NORTH OF CENTER LINE OF STATE HIGHWAY 152.  4 FEET NORTH OF
 FL1934'RIGHT-OF-WAY FENCE LINE.  4 FEET WEST OF DIVIDING FENCE LINE.  AND
 FL1934'7 FEET NORTHWEST OF WHITE WITNESS POST.  THE STATION MARK IS
 FL1934'STAMPED SAND 1950 AND PROJECTS 4 INCHES.
 FL1934'
 FL1934'REFERENCE MARK NO. 1 IS LOCATED 51 FEET NORTH OF CENTER LINE
 FL1934'OF HIGHWAY, 2 FEET SOUTH OF RIGHT-OF-WAY FENCE LINE.  AND 6
 FL1934'FEET SOUTHWEST OF POWER LINE POLE.  THE MARK IS STAMPED SAND
 FL1934'1950 NO 1 AND PROJECTS 4 INCHES.
 FL1934'
 FL1934'REFERENCE MARK NO. 2 IS LOCATED 52 FEET NORTH OF CENTER LINE OF
 FL1934'HIGHWAY AND 1 FOOT SOUTH OF RIGHT OF WAY FENCE LINE.  THE
 FL1934'MARK IS STAMPED SAND 1950 NO 2 AND PROJECTS 4 INCHES.
 FL1934'
 FL1934'AZIMUTH MARK IS LOCATED 0.2 MILE WEST OF STATION, 51 FEET
 FL1934'SOUTH OF CENTER LINE OF HIGHWAY.  4 FEET SOUTHWEST OF WHITE
 FL1934'WITNESS POST.  AND 4 FEET EAST OF TELEPHONE POLE.  THE MARK IS
 FL1934'STAMPED SAND 1950 AND PROJECTS 5 INCHES.
 FL1934'
 FL1934'TO REACH FROM THE COURTHOUSE IN WHEELER, GO EAST ON STATE
 FL1934'HIGHWAY 152 FOR 8.3 MILES TO A SIDE ROAD RIGHT, SOUTH, AND
 FL1934'STATION SITE.
 FL1934
 FL1934                          STATION RECOVERY (1957)
 FL1934
 FL1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WCR)
 FL1934'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 FL1934'RECOVERED IN GOOD CONDITION.  NEW HIGHWAY CONSTRUCTION INCLUDED
 FL1934'THE SITE OF THE STATION AND THE REFERENCE MARKS.  SAND 2 1957
 FL1934'WAS ESTABLISHED IN THE VICINITY AND THE AZIMUTH MARK FOR SAND
 FL1934'WAS OBSERVED FOR AZIMUTH TO SAND 2.  SAND AND R.M. NOS 1 AND
 FL1934'2 WERE DESTROYED AFTER SAND 2 1957 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1936 ***********************************************************************
 FL1936  DESIGNATION -  SAND 2
 FL1936  PID         -  FL1936
 FL1936  STATE/COUNTY-  TX/WHEELER
 FL1936  USGS QUAD   -  KELTON NW (1963)
 FL1936
 FL1936                         *CURRENT SURVEY CONTROL
 FL1936  ___________________________________________________________________
 FL1936* NAD 83(1993)-  35 26 40.95787(N)    100 07 47.66699(W)     ADJUSTED  
 FL1936* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 FL1936  ___________________________________________________________________
 FL1936  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FL1936  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FL1936
 FL1936  HORZ ORDER  -  THIRD
 FL1936
 FL1936.The horizontal coordinates were established by classical geodetic methods
 FL1936.and adjusted by the National Geodetic Survey in February 1996..
 FL1936.No horizontal observational check was made to the station.
 FL1936
 FL1936.The orthometric height was scaled from a topographic map.
 FL1936
 FL1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1936
 FL1936.The geoid height was determined by GEOID03.
 FL1936
 FL1936;                    North         East     Units Scale Factor Converg.
 FL1936;SPC TX N     - 1,161,133.184   324,377.729   MT  0.99991098   +0 47 38.5
 FL1936;SPC TX N     - 3,809,484.45  1,064,229.27   sFT  0.99991098   +0 47 38.5
 FL1936;SPC OK N     -    51,463.470   406,633.255   MT  1.00002437   -1 15 25.1
 FL1936;SPC OK N     -   168,843.07  1,334,095.94   sFT  1.00002437   -1 15 25.1
 FL1936;SPC OK S     -   236,253.687   406,627.406   MT  1.00004861   -1 12 32.3
 FL1936;SPC OK S     -   775,108.97  1,334,076.75   sFT  1.00004861   -1 12 32.3
 FL1936;UTM  14      - 3,922,948.009   397,452.818   MT  0.99972959   -0 39 19.1
 FL1936
 FL1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1936!SPC TX N     -   0.99988837  x   0.99991098  =   0.99979936
 FL1936!SPC OK N     -   0.99988837  x   1.00002437  =   0.99991274
 FL1936!SPC OK S     -   0.99988837  x   1.00004861  =   0.99993697
 FL1936!UTM  14      -   0.99988837  x   0.99972959  =   0.99961799
 FL1936
 FL1936|---------------------------------------------------------------------|
 FL1936| PID    Reference Object                     Distance      Geod. Az  |
 FL1936|                                                           dddmmss.s |
 FL1936| CL3946 SAND 2 RM 1                          17.051 METERS 09439     |
 FL1936| FL1934 SAND                                  5.940 METERS 13552     |
 FL1936| CL3940 SAND AZ MK                                         2634249.6 |
 FL1936| CL3947 SAND 2 RM 2                          12.902 METERS 35905     |
 FL1936|---------------------------------------------------------------------|
 FL1936
 FL1936                          SUPERSEDED SURVEY CONTROL
 FL1936
 FL1936  NAD 83(1993)-  35 26 40.95822(N)    100 07 47.66700(W) AD(       ) 3
 FL1936  NAD 83(1986)-  35 26 40.96155(N)    100 07 47.65647(W) AD(       ) 3
 FL1936  NAD 27      -  35 26 40.79100(N)    100 07 46.23700(W) AD(       ) 3
 FL1936
 FL1936.Superseded values are not recommended for survey control.
 FL1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1936.See file dsdata.txt to determine how the superseded data were derived.
 FL1936
 FL1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9745322948(NAD 83)
 FL1936_MARKER: DS = TRIANGULATION STATION DISK
 FL1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1936
 FL1936  HISTORY     - Date     Condition        Report By
 FL1936  HISTORY     - 1957     MONUMENTED       CGS
 FL1936
 FL1936                          STATION DESCRIPTION
 FL1936
 FL1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WCR)
 FL1936'STATION IS ABOUT 8 MILES AIRLINE EAST OF WHEELER, ABOUT 4
 FL1936'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE OF HIGHWAY NO.
 FL1936'152, ON A SANDY RIDGE ON THE SECTION LINE FENCE LEADING NORTH
 FL1936'FROM THE HIGHWAY.  IT IS 3 FEET NORTH OF A 4 X 4 POST AND 2
 FL1936'FEET EAST OF THE SECTION LINE FENCE.  A STANDARD DISK STAMPED
 FL1936'SAND 2 1957 IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 FL1936'
 FL1936'REFERENCE MARK NO. 1 IS EAST OF THE STATION, A STANDARD DISK
 FL1936'STAMPED SAND 2 NO. 1 1957 IN A CONCRETE POST WHICH PROJECTS
 FL1936'ABOUT 2 INCHES, IN THE NORTH RIGHT-OF-WAY LINE OF THE HIGHWAY,
 FL1936'2 FEET WEST OF A 4 X 4 POST AND IS ABOUT 2 FEET LOWER THAN THE
 FL1936'STATION.  IT IS IN THE SOUTHWEST CORNER OF A SANDY FIELD.
 FL1936'
 FL1936'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, A DISK STAMPED
 FL1936'SAND 2 NO 2 1957 IN A CONCRETE POST WHICH PROJECTS ABOUT 4
 FL1936'INCHES.  IT IS 1 FOOT EAST OF THE SECTION LINE FENCE AND
 FL1936'2 FEET WEST OF A 4 X 4 POST.
 FL1936'
 FL1936'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SAND 1950 IN A
 FL1936'CONCRETE POST, ABOUT FLUSH, 4 FEET SOUTH OF A 4 X 4 POST AND
 FL1936'4 FEET EAST OF A TELEPHONE POLE IN THE SOUTH RIGHT-OF-WAY LINE OF
 FL1936'THE HIGHWAY.  IT IS ALONG A SANDY FIELD.
 FL1936'
 FL1936'TO REACH FROM THE MAIN HIGHWAY INTERSECTION AT THE COURT HOUSE
 FL1936'IN WHEELER.  GO EAST ON HIGHWAY NO. 152, 08.3 MILES TO THE
 FL1936'SAND RIDGE ON THE LEFT OR NORTH AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1228 ***********************************************************************
 CT1228  DESIGNATION -  SAND 2
 CT1228  PID         -  CT1228
 CT1228  STATE/COUNTY-  TX/JONES
 CT1228  USGS QUAD   -  TRUBY (1984)
 CT1228
 CT1228                         *CURRENT SURVEY CONTROL
 CT1228  ___________________________________________________________________
 CT1228* NAD 83(1993)-  32 42 10.90805(N)    099 52 45.66161(W)     ADJUSTED  
 CT1228* NAVD 88     -       563.     (meters)    1847.     (feet)  SCALED    
 CT1228  ___________________________________________________________________
 CT1228  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CT1228  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CT1228
 CT1228  HORZ ORDER  -  THIRD
 CT1228
 CT1228.The horizontal coordinates were established by classical geodetic methods
 CT1228.and adjusted by the National Geodetic Survey in February 1996..
 CT1228
 CT1228.The orthometric height was scaled from a topographic map.
 CT1228
 CT1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1228
 CT1228.The geoid height was determined by GEOID03.
 CT1228
 CT1228;                    North         East     Units Scale Factor Converg.
 CT1228;SPC TXNC     - 2,115,771.321   470,682.974   MT  0.99989102   -0 45 08.2
 CT1228;SPC TXNC     - 6,941,493.08  1,544,232.39   sFT  0.99989102   -0 45 08.2
 CT1228;UTM  14      - 3,618,707.341   417,579.301   MT  0.99968376   -0 28 30.5
 CT1228
 CT1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1228!SPC TXNC     -   0.99991607  x   0.99989102  =   0.99980710
 CT1228!UTM  14      -   0.99991607  x   0.99968376  =   0.99959986
 CT1228
 CT1228                          SUPERSEDED SURVEY CONTROL
 CT1228
 CT1228  NAD 83(1986)-  32 42 10.91406(N)    099 52 45.64989(W) AD(       ) 3
 CT1228
 CT1228.Superseded values are not recommended for survey control.
 CT1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1228.See file dsdata.txt to determine how the superseded data were derived.
 CT1228
 CT1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1757918707(NAD 83)
 CT1228_MARKER: DD = SURVEY DISK
 CT1228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT1228_SP_SET: METAL PIPE AND CONCRETE SURROUND
 CT1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1228
 CT1228  HISTORY     - Date     Condition        Report By
 CT1228  HISTORY     - 1956     MONUMENTED       USGS
 CT1228
 CT1228                          STATION DESCRIPTION
 CT1228
 CT1228'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CT1228'STATION IS LOCATED ABOUT 3 MI. S. OF ANSON, TEXAS.
 CT1228'
 CT1228'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 180 AND 83 IN ANSON,
 CT1228'GO S. ON U.S. HIGHWAY 83 FOR 3.5 MI., STATION LIES TO RIGHT (W.) OF
 CT1228'RD. ON THE HIGHEST POINT OF AN OAK BRUSH-COVERED SANDHILL AREA ABOUT
 CT1228'0.2 MI. FROM THE HIGHWAY.
 CT1228'
 CT1228'STATION MARK--STANDARD TABLET WELDED TO A 3-IN. IRON PIPE PROJECTING
 CT1228'5 IN. ABOVE GROUND, AND STAMPED---SAND 2 1956---.  THE PIPE IS 5 FT.
 CT1228'LONG AND SET IN CONCRETE.
 CT1228'
 CT1228'REFERENCE MARK NO. 1--COPPER NAIL IN A BLAZE IN A 6-IN. OAK TREE,
 CT1228'32.46 FT. FROM STATION MARK BEARING S 65 49 E.
 CT1228'
 CT1228'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN A 6-IN. OAK TREE,
 CT1228'32.60 FT. FROM STATION MARK BEARING N 12 17 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0776 ***********************************************************************
 CV0776  DESIGNATION -  SAND ET
 CV0776  PID         -  CV0776
 CV0776  STATE/COUNTY-  TX/DAWSON
 CV0776  USGS QUAD   -  SAND (1970)
 CV0776
 CV0776                         *CURRENT SURVEY CONTROL
 CV0776  ___________________________________________________________________
 CV0776* NAD 83(1993)-  32 42 16.93858(N)    102 08 44.70642(W)     ADJUSTED  
 CV0776* NAVD 88     -       929.3    (meters)    3049.     (feet)  VERTCON   
 CV0776  ___________________________________________________________________
 CV0776  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 CV0776  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CV0776
 CV0776  HORZ ORDER  -  SECOND
 CV0776
 CV0776.The horizontal coordinates were established by classical geodetic methods
 CV0776.and adjusted by the National Geodetic Survey in February 1996..
 CV0776
 CV0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0776
 CV0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0776
 CV0776.The geoid height was determined by GEOID03.
 CV0776
 CV0776;                    North         East     Units Scale Factor Converg.
 CV0776;SPC TXNC     - 2,121,038.363   258,268.276   MT  0.99989084   -1 59 18.1
 CV0776;SPC TXNC     - 6,958,773.36    847,335.17   sFT  0.99989084   -1 59 18.1
 CV0776;UTM  13      - 3,622,153.995   767,563.025   MT  1.00048285   +1 32 35.1
 CV0776
 CV0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0776!SPC TXNC     -   0.99985783  x   0.99989084  =   0.99974868
 CV0776!UTM  13      -   0.99985783  x   1.00048285  =   1.00034061
 CV0776
 CV0776|---------------------------------------------------------------------|
 CV0776| PID    Reference Object                     Distance      Geod. Az  |
 CV0776|                                                           dddmmss.s |
 CV0776| CI0414 SAND ET RM 1                         23.870 METERS 01848     |
 CV0776| CV0772 LAM ET                              APPROX. 5.3 KM 0834347.3 |
 CV0776| CI0415 SAND ET RM 2                         26.730 METERS 11509     |
 CV0776|---------------------------------------------------------------------|
 CV0776
 CV0776                          SUPERSEDED SURVEY CONTROL
 CV0776
 CV0776  NAD 83(1986)-  32 42 16.94737(N)    102 08 44.69968(W) AD(       ) 2
 CV0776  NAD 27      -  32 42 16.59077(N)    102 08 43.11045(W) AD(       ) 2
 CV0776  NGVD 29 (07/19/86)  929.0    (m)         3048.     (f) VERT ANG       
 CV0776
 CV0776.Superseded values are not recommended for survey control.
 CV0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0776.See file dsdata.txt to determine how the superseded data were derived.
 CV0776
 CV0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6756322154(NAD 83)
 CV0776_MARKER: DD = SURVEY DISK
 CV0776_SETTING: 0 = UNSPECIFIED SETTING
 CV0776
 CV0776  HISTORY     - Date     Condition        Report By
 CV0776  HISTORY     - 1968     MONUMENTED       USGS
 CV0776
 CV0776                          STATION DESCRIPTION
 CV0776
 CV0776'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0776'THE STATION IS LOCATED SOUTH 79 DEG WEST ABOUT 11.6 MILES AIRLINE
 CV0776'FROM LAMESA, TEXAS ON A BLOW RIDGE ON THE NORTH SIDE OF
 CV0776'U.S. HIGHWAY 180.
 CV0776'
 CV0776'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 180 IN
 CV0776'LAMESA, GO 11.7 MILES WEST ON U.S. HIGHWAY 87 TO THE STATION
 CV0776'SITE ON THE RIGHT.  THE STATION IS 90 FEET NORTH OF THE HIGHWAY
 CV0776'AND 5 FEET SOUTH OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 CV0776'
 CV0776'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 CV0776'DRIVEN TO A DEPTH OF 20 FEET, CENTERED IN AN ORANGEBURG TILE,
 CV0776'6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 CV0776'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED SAND ET 1968.
 CV0776'
 CV0776'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CV0776'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 CV0776'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 CV0776'INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH
 CV0776'THE GROUND AND IS STAMPED SAND ET 1968 - 1.
 CV0776'
 CV0776'REFERENCE MARK NO. 2--THE REFERENCE MARK IS ON THE EAST SLOPE
 CV0776'OF THE BLOW RIDGE 50 FEET NORTH OF THE HIGHWAY.  A USGS BRONZE
 CV0776'REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN
 CV0776'TO A DEPTH OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES
 CV0776'IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 CV0776'IS FLUSH WITH THE GROUND AND IS STAMPED SAND ET 1968 - 2.
 CV0776'
 CV0776'STATION LAM ET 1968 IS VISIBLE FROM THE GROUND AND WILL
 CV0776'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5288 ***********************************************************************
 AH5288  DESIGNATION -  SAND ET
 AH5288  PID         -  AH5288
 AH5288  STATE/COUNTY-  TX/HOOD
 AH5288  USGS QUAD   -  TOLAR (1979)
 AH5288
 AH5288                         *CURRENT SURVEY CONTROL
 AH5288  ___________________________________________________________________
 AH5288* NAD 83(1993)-  32 24 57.53276(N)    097 53 12.65011(W)     ADJUSTED  
 AH5288* NAVD 88     -       320.0    (meters)    1050.     (feet)  VERTCON   
 AH5288  ___________________________________________________________________
 AH5288  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AH5288  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AH5288
 AH5288  HORZ ORDER  -  THIRD
 AH5288
 AH5288.The horizontal coordinates were established by classical geodetic methods
 AH5288.and adjusted by the National Geodetic Survey in July 1998..
 AH5288
 AH5288.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5288
 AH5288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5288
 AH5288.The geoid height was determined by GEOID03.
 AH5288
 AH5288;                    North         East     Units Scale Factor Converg.
 AH5288;SPC TXNC     - 2,083,260.766   657,671.470   MT  0.99993372   +0 20 03.9
 AH5288;SPC TXNC     - 6,834,831.36  2,157,710.48   sFT  0.99993372   +0 20 03.9
 AH5288;UTM  14      - 3,587,090.690   604,668.577   MT  0.99973510   +0 35 48.4
 AH5288
 AH5288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5288!SPC TXNC     -   0.99995420  x   0.99993372  =   0.99988793
 AH5288!UTM  14      -   0.99995420  x   0.99973510  =   0.99968931
 AH5288
 AH5288                          SUPERSEDED SURVEY CONTROL
 AH5288
 AH5288  NGVD 29 (07/28/98)  319.9    (m)         1050.     (f) VERT ANG       
 AH5288
 AH5288.Superseded values are not recommended for survey control.
 AH5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5288.See file dsdata.txt to determine how the superseded data were derived.
 AH5288
 AH5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA0466987091(NAD 83)
 AH5288_MARKER: DS = TRIANGULATION STATION DISK
 AH5288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5288_PROJECTION: FLUSH
 AH5288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5288+STABILITY: SURFACE MOTION
 AH5288
 AH5288  HISTORY     - Date     Condition        Report By
 AH5288  HISTORY     - 1959     MONUMENTED       USGS
 AH5288
 AH5288                          STATION DESCRIPTION
 AH5288
 AH5288'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5288'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 6 MI. (AIRLINE) W. AND
 AH5288'2 MI. S. OF GRANBURY, ABOUT 2 MI. E. AND 2 MI. N. OF TOLAR AND ABOUT 5
 AH5288'MI. SW. OF THORP SPRING, ON A SANDY KNOLL ON THE BLACK RANCH.
 AH5288'TO REACH THE STATION FROM THE POST OFFICE IN TOLAR, GO 3.8 MI. E. ON
 AH5288'U.S. HIGHWAY 377 TO T-RD. N., TURN LEFT AND GO 1.7 MI. N. AND W.
 AH5288'CROSSING THE RAILROAD TRACKS, TO A REDWOOD GATE W. OF A SHARP BEND TO
 AH5288'THE N., GO W. 0.2 MI. THROUGH GATE AND ALONG A FIELD TRACK RD. TO
 AH5288'FENCE LINE.  THE STATION IS THEN 210 FT. N. ON A SANDY KNOLL.
 AH5288'ALTERNATE DESCRIPTION--TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AH5288'HIGHWAY 377 AND STATE FARM ROAD 51 IN W. GRANBURY, GO W. 4.3 MI. TO
 AH5288'THE T-RD. N., AND CONTINUE AS DESCRIBED ABOVE.
 AH5288'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.5
 AH5288'FT., STAMPED---SAND-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2964 ***********************************************************************
 BX2964  DESIGNATION -  SAND HILL
 BX2964  PID         -  BX2964
 BX2964  STATE/COUNTY-  TX/SABINE
 BX2964  USGS QUAD   -  NEGREET SW (1985)
 BX2964
 BX2964                         *CURRENT SURVEY CONTROL
 BX2964  ___________________________________________________________________
 BX2964* NAD 83(1993)-  31 21 08.15679(N)    093 42 03.89471(W)     ADJUSTED  
 BX2964* NAVD 88     -       127.7    (meters)     419.     (feet)  VERTCON   
 BX2964  ___________________________________________________________________
 BX2964  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 BX2964  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BX2964
 BX2964  HORZ ORDER  -  FIRST
 BX2964
 BX2964.The horizontal coordinates were established by classical geodetic methods
 BX2964.and adjusted by the National Geodetic Survey in February 1996..
 BX2964
 BX2964.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2964
 BX2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2964
 BX2964.The geoid height was determined by GEOID03.
 BX2964
 BX2964;                    North         East     Units Scale Factor Converg.
 BX2964;SPC TX C     - 3,205,663.636 1,330,631.308   MT  0.99990042   +3 24 57.6
 BX2964;SPC TX C     -10,517,248.11  4,365,579.55   sFT  0.99990042   +3 24 57.6
 BX2964;SPC LA N     -    95,129.292   885,721.955   MT  0.99996310   -0 38 06.0
 BX2964;SPC LA N     -   312,103.35  2,905,906.11   sFT  0.99996310   -0 38 06.0
 BX2964;UTM  15      - 3,468,855.172   433,317.005   MT  0.99965484   -0 21 53.2
 BX2964
 BX2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2964!SPC TX C     -   0.99998423  x   0.99990042  =   0.99988466
 BX2964!SPC LA N     -   0.99998423  x   0.99996310  =   0.99994734
 BX2964!UTM  15      -   0.99998423  x   0.99965484  =   0.99963908
 BX2964
 BX2964|---------------------------------------------------------------------|
 BX2964| PID    Reference Object                     Distance      Geod. Az  |
 BX2964|                                                           dddmmss.s |
 BX2964| CV9196 SAND HILL RM 1                       21.798 METERS 04013     |
 BX2964| CV9197 SAND HILL RM 2                       25.660 METERS 16929     |
 BX2964| CV9198 SAND HILL RM 3                       56.297 METERS 22504     |
 BX2964| BX2994 YELLOWPINE LOT                      APPROX.13.1 KM 2333529.0 |
 BX2964| BX2992 HEMPHILL WATER TANK                 APPROX.13.9 KM 2651633.9 |
 BX2964| BX2989 MILAM SABINE R AUTH KHT 89          APPROX.17.5 KM 3143546.0 |
 BX2964| BX2990 CHAMBERS HILL LOT                   APPROX.18.2 KM 3144827.4 |
 BX2964| BX2991 CHAMBERS                            APPROX.18.2 KM 3144833.7 |
 BX2964|---------------------------------------------------------------------|
 BX2964
 BX2964                          SUPERSEDED SURVEY CONTROL
 BX2964
 BX2964  NAD 83(1993)-  31 21 08.16114(N)    093 42 03.89000(W) AD(       ) 1
 BX2964  NAD 83(1986)-  31 21 08.16415(N)    093 42 03.89002(W) AD(       ) 1
 BX2964  NAD 27      -  31 21 07.50586(N)    093 42 03.24219(W) AD(       ) 1
 BX2964  NGVD 29 (07/19/86)  127.8    (m)          419.     (f) VERT ANG       
 BX2964
 BX2964.Superseded values are not recommended for survey control.
 BX2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2964.See file dsdata.txt to determine how the superseded data were derived.
 BX2964
 BX2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3331768855(NAD 83)
 BX2964_MARKER: DS = TRIANGULATION STATION DISK
 BX2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2964_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2964
 BX2964  HISTORY     - Date     Condition        Report By
 BX2964  HISTORY     - 1972     MONUMENTED       NGS
 BX2964
 BX2964                          STATION DESCRIPTION
 BX2964
 BX2964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2964'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 BX2964'
 BX2964'THE STATION IS LOCATED ABOUT 8-1/2 MILES EAST-NORTHEAST OF HEMPHILL,
 BX2964'2 MILES WEST OF THE WEST EDGE OF TOLEDO BEND LAKE, ON A PROMINENT
 BX2964'HILL LOCALLY KNOWN AS SAND HILL AND ON THE PROPERTY OF MR. HOWARD
 BX2964'PERKINS, 1151 BOWLING STREET, PORT NECHES, TEXAS, PHONE 713-727
 BX2964'2230.
 BX2964'
 BX2964'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 AND FARM
 BX2964'ROAD 83 IN THE NORTHEAST EDGE OF HEMPHILL, GO EASTERLY ON FARM ROAD
 BX2964'83 FOR 3.25 MILES TO THE JUNCTION OF FARM ROAD 3121 ON THE LEFT.
 BX2964'CONTINUE EAST ON FARM ROAD 83 FOR 1.7 MILES TO A GRAVELED ROAD
 BX2964'RIGHT (FOREST SERVICE ROAD 115).  TURN RIGHT AND GO SOUTHEASTERLY
 BX2964'ON FOREST SERVICE ROAD FOR 2.1 MILES TO FOREST SERVICE ROAD 115B ON
 BX2964'THE LEFT.  TURN LEFT AND GO NORTHEAST, EAST AND SOUTHERLY ON FOREST
 BX2964'SERVICE 115B FOR 2.8 MILES TO A SIDE ROAD LEFT AND SIGN CAMINO
 BX2964'BAY.  CONTINUE AHEAD SOUTHERLY ON GRAVELED ROAD FOR 0.5 MILE TO A
 BX2964'WOODS ROAD LEFT.  TURN LEFT AND GO EASTERLY ON WOODS ROAD FOR 0.9
 BX2964'MILE TO THE BASE OF A SANDY HILL.  CONTINUE UP HILL ON WOODS ROAD
 BX2964'FOR 0.15 MILE TO TOP OF HILL AND THE STATION.
 BX2964'
 BX2964'THE STATION MARKS ARE STANDARD DISKS STAMPED SAND HILL 1972.  THE
 BX2964'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2964'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 26
 BX2964'FEET NORTH OF A 16-INCH OAK TREE WITH TRIANGULAR BLAZE ON THE
 BX2964'SIDE, 22 FEET WEST OF AN 8-INCH HICKORY TREE WITH A TRIANGULAR
 BX2964'BLAZE ON THE SIDE AND 4 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST
 BX2964'WITH SIGN.  THE UNDER GROUND DISK IS SET IN THE TOP OF AN
 BX2964'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2964'
 BX2964'REFERENCE MARK 1, A STANDARD DISK STAMPED SAND HILL NO 1 1971, IS SET
 BX2964'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2964'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET NORTHWEST OF A
 BX2964'20-INCH OAK TREE AND 31.5 FEET SOUTHWEST OF A 16-INCH PINE TREE.
 BX2964'
 BX2964'REFERENCE MARK 2, A STANDARD DISK STAMPED SAND HILL NO 2 1971, IS SET
 BX2964'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2964'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 63 FEET NORTHEAST OF A
 BX2964'22-INCH HICKORY TREE AND 16 FEET EAST OF AN 18-INCH HICKORY TREE.
 BX2964'
 BX2964'REFERENCE MARK 3, A STANDARD DISK STAMPED SAND HILL NO 3 1971, IS SET
 BX2964'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2964'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET SOUTHEAST OF THE
 BX2964'CENTER OF A DIM TRACK ROAD, 7 FEET SOUTHWEST OF A 10-INCH PINE
 BX2964'TREE AND 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 BX2964'
 BX2964'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 BX2964'
 BX2964'NEAREST TOWN--HEMPHILL.
 BX2964'
 BX2964'HEIGHT OF LIGHT ABOVE STATION MARK 23.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7299 ***********************************************************************
 AC7299  DESIGNATION -  SAND MT
 AC7299  PID         -  AC7299
 AC7299  STATE/COUNTY-  TX/COMANCHE
 AC7299  USGS QUAD   -  EDNA HILL (1979)
 AC7299
 AC7299                         *CURRENT SURVEY CONTROL
 AC7299  ___________________________________________________________________
 AC7299* NAD 83(1993)-  31 56 43.34470(N)    098 21 22.09316(W)     ADJUSTED  
 AC7299* NAVD 88     -       444.2    (meters)    1457.     (feet)  VERTCON   
 AC7299  ___________________________________________________________________
 AC7299  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AC7299  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AC7299
 AC7299  HORZ ORDER  -  THIRD
 AC7299
 AC7299.The horizontal coordinates were established by classical geodetic methods
 AC7299.and adjusted by the National Geodetic Survey in March 1997..
 AC7299
 AC7299.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7299
 AC7299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7299
 AC7299.The geoid height was determined by GEOID03.
 AC7299
 AC7299;                    North         East     Units Scale Factor Converg.
 AC7299;SPC TX C     - 3,254,281.041   886,935.562   MT  1.00001725   +1 01 06.1
 AC7299;SPC TX C     -10,676,753.72  2,909,887.76   sFT  1.00001725   +1 01 06.1
 AC7299;UTM  14      - 3,534,561.704   560,852.900   MT  0.99964567   +0 20 26.5
 AC7299
 AC7299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7299!SPC TX C     -   0.99993450  x   1.00001725  =   0.99995174
 AC7299!UTM  14      -   0.99993450  x   0.99964567  =   0.99958019
 AC7299
 AC7299                          SUPERSEDED SURVEY CONTROL
 AC7299
 AC7299  NGVD 29 (03/17/97)  444.1    (m)         1457.     (f) VERT ANG       
 AC7299
 AC7299.Superseded values are not recommended for survey control.
 AC7299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7299.See file dsdata.txt to determine how the superseded data were derived.
 AC7299
 AC7299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA6085334562(NAD 83)
 AC7299_MARKER: DS = TRIANGULATION STATION DISK
 AC7299
 AC7299  HISTORY     - Date     Condition        Report By
 AC7299  HISTORY     - 1955     MONUMENTED       USGS
 AC7299
 AC7299                          STATION DESCRIPTION
 AC7299
 AC7299'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7299'STATION IS LOCATED IN COMANCHE COUNTY, TEXAS, ABOUT 4.0 MI. E. AND 3.0
 AC7299'MI. S. OF THE VILLAGE OF PROCTOR, ON THE HIGHEST PART OF A SMALL,
 AC7299'PROMINENT, BRUSHY HILL, KNOWN LOCALLY AS SAND MOUNTAIN.
 AC7299'TO REACH THE STATION FROM THE POST OFFICE AT PROCTOR, GO SE. ALONG
 AC7299'STATE FARM ROAD 591 3.0 MI. TO A GRADED RD. CROSSING AT A CEMETERY ON
 AC7299'W., THENCE LEFT (E.) 3.5 MI. ALONG A GRADED COUNTY RD. TO A CREST IN
 AC7299'RD. AT A STOCK TANK ON LEFT, AND S. OF A BRUSH COVERED HILL.  PARK
 AC7299'TRUCK AND PACK ABOUT 200 YDS. DUE N. TO HIGH POINT OF HILL AND
 AC7299'STATION.
 AC7299'STATION MARK--A USGS STANDARD TABLET STAMPED---SAND MT. 1955--- AND
 AC7299'SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND.
 AC7299'REFERENCE MARK NO. 1--A USGS STANDARD TABLET STAMPED---SAND MT. NO. 1
 AC7299'1955---, SET IN LIMESTONE 0.2 FT. ABOVE GROUND, 96.9 FT. AND 281
 AC7299'DEGREES 41 MINUTES, NW FROM STATION.
 AC7299'REFERENCE MARK NO. 2--A USGS STANDARD TABLET STAMPED---SAND MT. NO. 2
 AC7299'1955---, SET IN LIMESTONE FLUSH WITH GROUND, 60.3 FT. AND 208 DEGREES
 AC7299'34 MINUTES, SW, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2246 ***********************************************************************
 AN2246  DESIGNATION -  SAND POINT
 AN2246  PID         -  AN2246
 AN2246  STATE/COUNTY-  TX/CALHOUN
 AN2246  USGS QUAD   -  KELLER BAY (1973)
 AN2246
 AN2246                         *CURRENT SURVEY CONTROL
 AN2246  ___________________________________________________________________
 AN2246* NAD 83(1993)-  28 34 25.52599(N)    096 28 22.28712(W)     ADJUSTED  
 AN2246* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2246  ___________________________________________________________________
 AN2246  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AN2246  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN2246
 AN2246  HORZ ORDER  -  SECOND
 AN2246
 AN2246.The horizontal coordinates were established by classical geodetic methods
 AN2246.and adjusted by the National Geodetic Survey in February 1996..
 AN2246
 AN2246.The orthometric height was scaled from a topographic map.
 AN2246
 AN2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2246
 AN2246.The geoid height was determined by GEOID03.
 AN2246
 AN2246;                    North         East     Units Scale Factor Converg.
 AN2246;SPC TXSC     - 4,084,732.078   847,213.995   MT  0.99995079   +1 14 17.1
 AN2246;SPC TXSC     -13,401,325.16  2,779,567.92   sFT  0.99995079   +1 14 17.1
 AN2246;UTM  14      - 3,163,371.500   747,190.294   MT  1.00035415   +1 12 33.6
 AN2246
 AN2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2246!SPC TXSC     -   1.00000392  x   0.99995079  =   0.99995471
 AN2246!UTM  14      -   1.00000392  x   1.00035415  =   1.00035807
 AN2246
 AN2246:                Primary Azimuth Mark                     Grid Az
 AN2246:SPC TXSC     -  OLIVIA CHURCH STEEPLE                    013 48 19.3
 AN2246:UTM  14      -  OLIVIA CHURCH STEEPLE                    013 50 02.8
 AN2246
 AN2246|---------------------------------------------------------------------|
 AN2246| PID    Reference Object                     Distance      Geod. Az  |
 AN2246|                                                           dddmmss.s |
 AN2246| AN2249 OLIVIA CHURCH STEEPLE               APPROX. 8.2 KM 0150236.4 |
 AN2246| AN2247 SAND POINT USE 1934                 162.861 METERS 24102     |
 AN2246| CV6755 SAND POINT RM 1                      30.350 METERS 27649     |
 AN2246| CV6756 SAND POINT RM 2                       8.870 METERS 33914     |
 AN2246|---------------------------------------------------------------------|
 AN2246
 AN2246                          SUPERSEDED SURVEY CONTROL
 AN2246
 AN2246  NAD 83(1986)-  28 34 25.53315(N)    096 28 22.27143(W) AD(       ) 2
 AN2246  NAD 27      -  28 34 24.53900(N)    096 28 21.36500(W) AD(       ) 2
 AN2246
 AN2246.Superseded values are not recommended for survey control.
 AN2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2246.See file dsdata.txt to determine how the superseded data were derived.
 AN2246
 AN2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4719063372(NAD 83)
 AN2246_MARKER: S = SPIKE
 AN2246_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2246_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AN2246
 AN2246  HISTORY     - Date     Condition        Report By
 AN2246  HISTORY     - 1906     MONUMENTED       CGS
 AN2246  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AN2246  HISTORY     - 1944     GOOD             USE
 AN2246  HISTORY     - 1946     GOOD             USE
 AN2246  HISTORY     - 1950     GOOD             CGS
 AN2246  HISTORY     - 1957     SEE DESCRIPTION  CGS
 AN2246  HISTORY     - 1969     MARK NOT FOUND   CGS
 AN2246  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2246
 AN2246                          STATION DESCRIPTION
 AN2246
 AN2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (WBF)
 AN2246'ON SAND POINT, ON THE N SIDE OF THE ENTRANCE OF LAVACA BAY
 AN2246'FROM MATAGORDA BAY, 1 MILE FROM THE W EXTREMITY OF THE POINT,
 AN2246'60 METERS BACK FROM THE SHORELINE, 75 METERS N OF A CLUMP
 AN2246'OF BUSHES, AND 100 METERS FROM THE CLUMP CLOSE TO THE WATERS
 AN2246'EDGE.  STATION IS 2-1/2 FEET ABOVE ORDINARY HIGH WATER BUT
 AN2246'AT TIMES IT IS ENTIRELY SUBMERGED.
 AN2246'
 AN2246'THE STATION IS MARKED WITH BOTH UNDERGROUND AND SURFACE MARKS.
 AN2246'THE UNDERGROUND MARK IS A BOTTLE PLACED 3 FEET BELOW THE
 AN2246'SURFACE, COVERED WITH 6 INCHES OF SAND, ON WHICH RESTS A
 AN2246'4-INCH TILE, 2 FEET LONG, FLANGE DOWN, FILLED WITH AND INCASED
 AN2246'IN (A CYLINDER OF) CONCRETE (30 INCHES IN DIAMETER).  ON
 AN2246'THE TOP SURFACE OF THE CONCRETE C.G.S. 1906 IS INSCRIBED.
 AN2246'A SPIKE IN THE CENTER OF THE TILE MARKS THE STATION.
 AN2246
 AN2246                          STATION RECOVERY (1934)
 AN2246
 AN2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN2246'ON THE MATAGORDA BAY SHORE OF SAND POINT WHICH IS ON THE NE
 AN2246'SIDE OF THE ENTRANCE OF LAVACA BAY.  STATION IS ON THE INSHORE
 AN2246'SIDE OF SHELL BANK THAT HAS BUILT UP PARALLEL TO SHORE AND
 AN2246'AT THE JUNCTION OF A RIDGE OF HARD GROUND THAT RUNS W FROM
 AN2246'THE SHELL RIDGE INTO THE MARSH.  IT IS 200 METERS N OF THE FIRST
 AN2246'CLUMP OF CEDARS NE OF THE END OF SAND POINT, ABOUT 85 METERS
 AN2246'NNE OF THE FIRST THICK CEDARS THAT ARE ON THE MARSH BEHIND
 AN2246'THE SHELL BANK, 55 METERS NW OF THE HIGH-WATER LINE, AND 8.8
 AN2246'METERS SE OF THE LOWER GROUND AND EDGE OF THICK MARSH GRASS.
 AN2246'
 AN2246'THE FORMER UNDERGROUND MARK WHICH CONSISTS OF A BOTTLE WAS
 AN2246'LEFT IN PLACE AND A NEW SURFACE MARK, A BRONZE DISK IN CONCRETE,
 AN2246'WAS PLACED OVER IT.
 AN2246'
 AN2246'REFERENCE MARK 1 IS 240 METERS NW OF HIGH-WATER LINE AND
 AN2246'2.5 METERS SE OF EDGE OF HIGH GROUND AND MARSH GRASS LINE.
 AN2246'IT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 AN2246'
 AN2246'REFERENCE MARK 2 IS ON EDGE OF HIGH GROUND AT MARSH GRASS
 AN2246'LINE AND 65 METERS NW OF HIGH-WATER LINE.  IT PROJECTS ABOUT
 AN2246'3 INCHES ABOVE THE GROUND.
 AN2246'
 AN2246'REFERENCE MARKS 1 AND 2 ARE BRONZE DISKS SET IN CONCRETE.
 AN2246'
 AN2246'SAND POINT (U.S.E.) IS APPROXIMATELY 45 METERS N OF FIRST
 AN2246'CLUMP OF CEDARS NE OF END OF SAND POINT AND APPROXIMATELY
 AN2246'30 METERS NW OF HIGH-WATER LINE.
 AN2246
 AN2246                          STATION RECOVERY (1944)
 AN2246
 AN2246'RECOVERY NOTE BY US ENGINEERS 1944 (CBB)
 AN2246'ALL STATIONS RECOVERED IN GOOD CONDITION.  MAIN STATION
 AN2246'WAS UNDER ABOUT 2 FEET OF BEACH MATERIAL, REFERENCE MARK 1
 AN2246'IN THE OPEN AND FLUSH WITH THE SURFACE, AND REFERENCE MARK
 AN2246'2 WAS ABOUT 1 FOOT UNDER GROUND SURFACE.
 AN2246
 AN2246                          STATION RECOVERY (1946)
 AN2246
 AN2246'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2246'DETAILED STATEMENT AS TO THE FITNESS OF THE ORIGINAL DESCRIPTION--
 AN2246'
 AN2246'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AN2246'NO SEARCH WAS MADE FOR REFERENCE MARK 2 AS IT WAS BURIED
 AN2246'UNDER APPROXIMATELY 4 FEET OF SHELL.  STATION WAS FOUND 3-1/2
 AN2246'FEET BELOW SURFACE.  REFERENCE MARK 1 WAS FOUND 1 FOOT BELOW
 AN2246'SURFACE.  STATION IS LOCATED ON TOP OF SHELL RIDGE N 23 DEG
 AN2246'30 MIN W, 77 FEET FROM MEAN HIGH-WATER OF MATAGORDA BAY
 AN2246'AND N 84 DEG E, 302 FEET FROM S END OF FIRST LARGE CEDAR
 AN2246'MOTTE NE OF SW END OF PENINSULA ALONG MATAGORDA BAY SHORE.
 AN2246'SMALL CLUMP OF CEDARS ON SW EDGE OF RIDGE BEARS S 57 DEG 30
 AN2246'MIN W, 96 FEET FROM STATION.  SMALL CHAPARRAL HEDGE ON RIDGE
 AN2246'BEARS N 68 DEG 30 MIN E, 111 FEET FROM STATION.  A
 AN2246'1-1/2-INCH GALVANIZED PIPE WAS DRIVEN ALONG SIDE OF THE
 AN2246'STATION.  A CEDAR POST WAS SET 5 FEET N OF REFERENCE
 AN2246'MARK 1.
 AN2246
 AN2246                          STATION RECOVERY (1950)
 AN2246
 AN2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN2246'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AN2246'CHANGES NECESSITATE A NEW DESCRIPTION.
 AN2246'
 AN2246'STATION IS LOCATED ALONG THE N SIDE OF MATAGORDA BAY, ON
 AN2246'SAND POINT, AND APPROXIMATELY 1 MILE E OF THE W EXTREMITY
 AN2246'OF THE POINT.  IT IS ON A SHELL RIDGE 302 FEET E OF THE S
 AN2246'END OF THE FIRST CLUMP OF SALT CEDARS E OF THE W END OF
 AN2246'SAND POINT, 24 FEET N OF THE S EDGE OF THE SHELL BANK, 42 FEET
 AN2246'S OF THE N EDGE OF THE SHELL BANK, AND 45 FEET W OF A SMALL
 AN2246'BRUSH CLUMP.
 AN2246'
 AN2246'STATION MARK IS A BRONZE DISK, STAMPED SAND POINT 1906 1934,
 AN2246'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT 4-1/2
 AN2246'FEET BELOW THE GROUND.  (THE STATION HAS BEEN COVERED BY
 AN2246'SHELL DEPOSITS ALONG THE BEACH FROM MATAGORDA BAY.)
 AN2246'
 AN2246'R.M. 1 IS WNW OF THE STATION, ALONG THE N SIDE OF THE SHELL
 AN2246'RIDGE, 75 FEET N OF THE S EDGE OF THE SHELL BANK, AND 12
 AN2246'FEET N OF A SMALL CEDAR TREE.  MARK IS A BRONZE DISK, STAMPED
 AN2246'NO 1 1934, SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 AN2246'2 FEET BELOW THE GROUND.  A CEDAR POST, PAINTED WHITE, PROJECTING
 AN2246'5 INCHES, IS IN PLACE BESIDE THE REFERENCE MARK.
 AN2246'
 AN2246'R.M. 2 WAS NOT RECOVERED.  THE LOCATION OF THE MONUMENT AS
 AN2246'DETERMINED BY ANGLE AND DISTANCE FROM INDIANOLA 2 WOULD BE
 AN2246'ALONG THE HIGHER PART OF THE SHELL RIDGE AND THE REFERENCE
 AN2246'MARK IS COVERED BY APPROXIMATELY 6 OR 8 FEET OF SHELL.
 AN2246
 AN2246                          STATION RECOVERY (1957)
 AN2246
 AN2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 AN2246'THE SITE OF THIS MARK WAS RECOVERED AND THE SURFACE MONUMENT
 AN2246'WAS FOUND LYING ALONG THE BEACH.  BROKEN GLASS AT THE SITE
 AN2246'WAS IDENTIFIED AS PROBABLY THE ORIGINAL UNDERGROUND MARK.
 AN2246'REFERENCE MARKS, IF IN PLACE ARE UNDER SHELL BANKS AND WERE
 AN2246'NOT RECOVERED.
 AN2246
 AN2246                          STATION RECOVERY (1969)
 AN2246
 AN2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2246'THE STATION SITE WAS VISITED AND REFERENCE MARKS 1 AND 2
 AN2246'FOUND LYING ON THEIR SIDES 30 FEET OUT IN THE BAY IN A FOOT
 AN2246'OF WATER.  THE STATION MARK WAS NOT FOUND AND IS PRESUMED
 AN2246'LOST DUE TO THE POSITION OF THE REFERENCE MARKS AND THE RECOVERY
 AN2246'NOTE OF W.B.F. IN 1957.  THE 30 INCH DIAMETER 1906 MONUMENT
 AN2246'WITH TILE PIPE AT ITS CENTER WAS ALSO FOUND ON ITS SIDE IN
 AN2246'THE BAY.  STATION LOST.
 AN2246'
 AN2246'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 AN2246'SOUTHEAST OF PT. COMFORT
 AN2246
 AN2246                          STATION RECOVERY (1998)
 AN2246
 AN2246'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2247 ***********************************************************************
 AN2247  DESIGNATION -  SAND POINT USE 1934
 AN2247  PID         -  AN2247
 AN2247  STATE/COUNTY-  TX/CALHOUN
 AN2247  USGS QUAD   -  KELLER BAY (1973)
 AN2247
 AN2247                         *CURRENT SURVEY CONTROL
 AN2247  ___________________________________________________________________
 AN2247* NAD 83(1993)-  28 34 22.96428(N)    096 28 27.53029(W)     ADJUSTED  
 AN2247* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2247  ___________________________________________________________________
 AN2247  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AN2247  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN2247
 AN2247  HORZ ORDER  -  SECOND
 AN2247
 AN2247.The horizontal coordinates were established by classical geodetic methods
 AN2247.and adjusted by the National Geodetic Survey in February 1996..
 AN2247
 AN2247.The orthometric height was scaled from a topographic map.
 AN2247
 AN2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2247
 AN2247.The geoid height was determined by GEOID03.
 AN2247
 AN2247;                    North         East     Units Scale Factor Converg.
 AN2247;SPC TXSC     - 4,084,650.158   847,073.246   MT  0.99995095   +1 14 14.5
 AN2247;SPC TXSC     -13,401,056.39  2,779,106.14   sFT  0.99995095   +1 14 14.5
 AN2247;UTM  14      - 3,163,289.618   747,049.448   MT  1.00035329   +1 12 30.9
 AN2247
 AN2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2247!SPC TXSC     -   1.00000408  x   0.99995095  =   0.99995503
 AN2247!UTM  14      -   1.00000408  x   1.00035329  =   1.00035737
 AN2247
 AN2247                          SUPERSEDED SURVEY CONTROL
 AN2247
 AN2247  NAD 83(1986)-  28 34 22.97146(N)    096 28 27.51458(W) AD(       ) 2
 AN2247  NAD 27      -  28 34 21.97700(N)    096 28 26.60800(W) AD(       ) 2
 AN2247
 AN2247.Superseded values are not recommended for survey control.
 AN2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2247.See file dsdata.txt to determine how the superseded data were derived.
 AN2247
 AN2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4704963290(NAD 83)
 AN2247_MARKER: DD = SURVEY DISK
 AN2247_SETTING: 0 = UNSPECIFIED SETTING
 AN2247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2247
 AN2247  HISTORY     - Date     Condition        Report By
 AN2247  HISTORY     - 1934     MONUMENTED       USE
 AN2247  HISTORY     - 1944     MARK NOT FOUND   USE
 AN2247  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2247
 AN2247                          STATION DESCRIPTION
 AN2247
 AN2247'DESCRIBED BY US ENGINEERS 1934 (TMP)
 AN2247'STATION IS APPROXIMATELY 45 METERS N OF FIRST CLUMP OF CEDARS
 AN2247'NE OF END OF SAND POINT AND APPROXIMATELY 30 METERS NW OF
 AN2247'HIGH-WATER LINE.
 AN2247'
 AN2247'STATION IS MARKED BY A CORPS OF ENGINEERS, U.S. ARMY, BRONZE
 AN2247'DISK SET IN A 6-INCH CONCRETE-FILLED TILE, ABOUT 6 INCHES ABOVE
 AN2247'THE GROUND.
 AN2247
 AN2247                          STATION RECOVERY (1944)
 AN2247
 AN2247'RECOVERY NOTE BY US ENGINEERS 1944 (CBB)
 AN2247'STATION LOST.  ACCURATE MEASUREMENTS WERE TAKEN FROM SAND
 AN2247'POINT 1906 AND A LARGE HOLE WAS DUG DOWN TO THE WATER LEVEL.
 AN2247
 AN2247                          STATION RECOVERY (1998)
 AN2247
 AN2247'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2640 ***********************************************************************
 CS2640  DESIGNATION -  SANDERS
 CS2640  PID         -  CS2640
 CS2640  STATE/COUNTY-  TX/HENDERSON
 CS2640  USGS QUAD   -  KERENS (1981)
 CS2640
 CS2640                         *CURRENT SURVEY CONTROL
 CS2640  ___________________________________________________________________
 CS2640* NAD 83(1993)-  32 14 51.02825(N)    096 09 01.28902(W)     ADJUSTED  
 CS2640* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 CS2640  ___________________________________________________________________
 CS2640  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CS2640  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS2640
 CS2640  HORZ ORDER  -  FIRST
 CS2640
 CS2640.The horizontal coordinates were established by classical geodetic methods
 CS2640.and adjusted by the National Geodetic Survey in February 1996..
 CS2640
 CS2640.The orthometric height was scaled from a topographic map.
 CS2640
 CS2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2640
 CS2640.The geoid height was determined by GEOID03.
 CS2640
 CS2640;                    North         East     Units Scale Factor Converg.
 CS2640;SPC TXNC     - 2,066,886.952   821,401.521   MT  0.99997033   +1 16 53.3
 CS2640;SPC TXNC     - 6,781,111.61  2,694,881.49   sFT  0.99997033   +1 16 53.3
 CS2640;UTM  14      - 3,571,434.933   768,486.364   MT  1.00048904   +1 31 17.1
 CS2640
 CS2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2640!SPC TXNC     -   0.99998798  x   0.99997033  =   0.99995831
 CS2640!UTM  14      -   0.99998798  x   1.00048904  =   1.00047702
 CS2640
 CS2640|---------------------------------------------------------------------|
 CS2640| PID    Reference Object                     Distance      Geod. Az  |
 CS2640|                                                           dddmmss.s |
 CS2640| CY2207 SANDERS RM 1                         43.986 METERS 06835     |
 CS2640| CY2206 SANDERS AZ MK                                      1481620.7 |
 CS2640| CY2208 SANDERS RM 2                         26.643 METERS 33833     |
 CS2640|---------------------------------------------------------------------|
 CS2640
 CS2640                          SUPERSEDED SURVEY CONTROL
 CS2640
 CS2640  NAD 83(1986)-  32 14 51.03534(N)    096 09 01.27242(W) AD(       ) 1
 CS2640  NAD 27      -  32 14 50.49600(N)    096 09 00.36400(W) AD(       ) 1
 CS2640
 CS2640.Superseded values are not recommended for survey control.
 CS2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2640.See file dsdata.txt to determine how the superseded data were derived.
 CS2640
 CS2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6848671435(NAD 83)
 CS2640_MARKER: DS = TRIANGULATION STATION DISK
 CS2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2640
 CS2640  HISTORY     - Date     Condition        Report By
 CS2640  HISTORY     - 1947     MONUMENTED       CGS
 CS2640  HISTORY     - 20020109 GOOD             INDIV
 CS2640
 CS2640                          STATION DESCRIPTION
 CS2640
 CS2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2640'THE STATION IS ABOUT 10 MILES NORTHWEST OF MALAKOFF, 1.5
 CS2640'MILES SOUTHEAST OF TOOLES STORE AND 7.95 MILES NORTH OF TRINIDAD.
 CS2640'IT IS 80 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 274,
 CS2640'14 FEET SOUTHEAST OF A NORTH-SOUTH FENCE LINE AND 2 FEET
 CS2640'NORTHEAST OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING
 CS2640'2 FEET.  IT IS STAMPED SANDERS 1947 AND PROJECTS 6 INCHES.
 CS2640'
 CS2640'REFERENCE MARK NO. 1 IS 65 FEET EAST OF THE CENTER LINE OF
 CS2640'STATE HIGHWAY 274, 84 FEET SOUTH OF A T-FENCE CORNER AND
 CS2640'6 INCHES WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 CS2640'SANDERS NO 1 1947 AND PROJECTS 4 INCHES.
 CS2640'
 CS2640'REFERENCE MARK NO. 2 IS ON THE NORTHEAST SLOPE OF THE BANK
 CS2640'68 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 274 AND 6
 CS2640'INCHES EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 CS2640'SANDERS NO 2 1947 AND PROJECTS 4 INCHES.
 CS2640'
 CS2640'AZIMUTH MARK IS 62 FEET EAST OF THE CENTER LINE OF STATE
 CS2640'HIGHWAY 274, 12 FEET NORTH OF A LARGE BLACK-WALNUT TREE
 CS2640'AND 3 FEET NORTH OF A 4-INCH SQUARE WOODEN WITNESS POST
 CS2640'PROJECTING 2.5 FEET.  IT IS STAMPED SANDERS 1947 AND IS
 CS2640'FLUSH WITH THE SURFACE OF THE GROUND.
 CS2640'
 CS2640'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 274 AND 31 (0.5
 CS2640'MILE NORTH OF TRINIDAD) BY GOING NORTH ON ROUTE 274 FOR
 CS2640'6.9 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CS2640'CONTINUE NORTH FOR 0.55 MILE TO THE STATION ON THE LEFT
 CS2640'AS DESCRIBED.
 CS2640'
 CS2640'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 64 FEET.
 CS2640'
 CS2640'AN 87 FOOT SIGNAL AT LAKE IS VISIBLE AT 37 FEET.
 CS2640'
 CS2640'A 100 FOOT SIGNAL AT CAT IS VISIBLE AT 37 FEET.
 CS2640'
 CS2640'A 100 FOOT SIGNAL AT BAZETTE IS VISIBLE AT 37 FEET.
 CS2640'
 CS2640'A 100 FOOT SIGNAL AT TOOL IS VISIBLE AT 37 FEET.
 CS2640'
 CS2640'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2640
 CS2640                          STATION RECOVERY (2002)
 CS2640
 CS2640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KKW)
 CS2640'MARK AND RM2 BOTH FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2369 ***********************************************************************
 AH2369  DESIGNATION -  SANDERS ET
 AH2369  PID         -  AH2369
 AH2369  STATE/COUNTY-  TX/MARTIN
 AH2369  USGS QUAD   -  FLOWER GROVE (1966)
 AH2369
 AH2369                         *CURRENT SURVEY CONTROL
 AH2369  ___________________________________________________________________
 AH2369* NAD 83(1993)-  32 23 04.33382(N)    101 55 48.99424(W)     ADJUSTED  
 AH2369* NAVD 88     -       866.6    (meters)    2843.     (feet)  VERTCON   
 AH2369  ___________________________________________________________________
 AH2369  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AH2369  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AH2369
 AH2369  HORZ ORDER  -  THIRD
 AH2369
 AH2369.The horizontal coordinates were established by classical geodetic methods
 AH2369.and adjusted by the National Geodetic Survey in July 1998..
 AH2369
 AH2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2369
 AH2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2369
 AH2369.The geoid height was determined by GEOID03.
 AH2369
 AH2369;                    North         East     Units Scale Factor Converg.
 AH2369;SPC TXNC     - 2,084,874.692   277,299.274   MT  0.99993990   -1 52 15.1
 AH2369;SPC TXNC     - 6,840,126.39    909,772.70   sFT  0.99993990   -1 52 15.1
 AH2369;UTM  14      - 3,586,837.650   224,329.527   MT  1.00053724   -1 34 13.6
 AH2369;UTM  13      - 3,587,206.040   788,794.502   MT  1.00062862   +1 38 43.0
 AH2369
 AH2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2369!SPC TXNC     -   0.99986784  x   0.99993990  =   0.99980775
 AH2369!UTM  14      -   0.99986784  x   1.00053724  =   1.00040501
 AH2369!UTM  13      -   0.99986784  x   1.00062862  =   1.00049638
 AH2369
 AH2369                          SUPERSEDED SURVEY CONTROL
 AH2369
 AH2369  NGVD 29 (07/28/98)  866.3    (m)         2842.     (f) VERT ANG       
 AH2369
 AH2369.Superseded values are not recommended for survey control.
 AH2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2369.See file dsdata.txt to determine how the superseded data were derived.
 AH2369
 AH2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA2433086838(NAD 83)
 AH2369_MARKER: DS = TRIANGULATION STATION DISK
 AH2369
 AH2369  HISTORY     - Date     Condition        Report By
 AH2369  HISTORY     - 1966     MONUMENTED       USGS
 AH2369
 AH2369                          STATION DESCRIPTION
 AH2369
 AH2369'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2369'JUNCTION OF TEXAS STATE HIGHWAY 176 AND FARM ROAD 829 AT GRADY, TEXAS,
 AH2369'N. 6.0 MI. ALONG FARM ROAD 829, THENCE E. 1.0 MI. ALONG GRADED COUNTY
 AH2369'RD., THENCE S. 1.3 MI. ALONG TRACK RD. LEADING TO RANCH HOUSE AND
 AH2369'STATION, 52 FT. N. OF THE NW. CORNER OF HOUSE, 8 FT. E. OF POWER POLE,
 AH2369'1 FT. W. OF 4 FT. X 4 IN. WHITE WITNESS POST PROJECTING 3 FT.
 AH2369'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 AH2369'0.5 FT., STAMPED---SANDERS ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3844 ***********************************************************************
 DH3844  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3844  DESIGNATION -  SANDERSON CORS ARP
 DH3844  CORS_ID     -  TXSN
 DH3844  PID         -  DH3844
 DH3844  STATE/COUNTY-  TX/TERRELL
 DH3844  USGS QUAD   -  SANDERSON (1969)
 DH3844
 DH3844                         *CURRENT SURVEY CONTROL
 DH3844  ___________________________________________________________________
 DH3844* NAD 83(CORS)-  30 09 09.26416(N)    102 24 34.12113(W)     ADJUSTED  
 DH3844* NAVD 88     -                                                        
 DH3844  ___________________________________________________________________
 DH3844  EPOCH DATE  -        2002.00
 DH3844  X           -  -1,186,341.980 (meters)                     COMP
 DH3844  Y           -  -5,391,539.969 (meters)                     COMP
 DH3844  Z           -   3,185,437.813 (meters)                     COMP
 DH3844  ELLIP HEIGHT-         852.04  (meters)          (06/??/05) GPS OBS
 DH3844  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DH3844
 DH3844  HORZ ORDER  -  SPECIAL (CORS)
 DH3844  ELLP ORDER  -  SPECIAL (CORS)
 DH3844
 DH3844.ITRF positions are available for this station.
 DH3844.The coordinates were established by GPS observations
 DH3844.and adjusted by the National Geodetic Survey in June 2005..
 DH3844.The coordinates are valid at the epoch date displayed above.
 DH3844.The epoch date for horizontal control is a decimal equivalence
 DH3844.of Year/Month/Day.
 DH3844
 DH3844
 DH3844.The PID for the CORS L1 Phase Center is DH3845.
 DH3844
 DH3844.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3844
 DH3844.The ellipsoidal height was determined by GPS observations
 DH3844.and is referenced to NAD 83.
 DH3844
 DH3844.The geoid height was determined by GEOID03.
 DH3844
 DH3844;                    North         East     Units Scale Factor Converg.
 DH3844;SPC TXSC     - 4,261,828.804   271,594.599   MT  0.99996484   -1 40 13.2
 DH3844;SPC TXSC     -13,982,350.00    891,056.61   sFT  0.99996484   -1 40 13.2
 DH3844
 DH3844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3844!SPC TXSC     -   0.99986621  x   0.99996484  =   0.99983105
 DH3844
 DH3844                          SUPERSEDED SURVEY CONTROL
 DH3844
 DH3844.No superseded survey control is available for this station.
 DH3844
 DH3844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP4950938526(NAD 83)
 DH3844_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3844
 DH3844                          STATION DESCRIPTION
 DH3844
 DH3844'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3844'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3844'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3844'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3844'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3844'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3845 ***********************************************************************
 DH3845  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3845  DESIGNATION -  SANDERSON CORS L1 PHASE CENTER
 DH3845  CORS_ID     -  TXSN
 DH3845  PID         -  DH3845
 DH3845  STATE/COUNTY-  TX/TERRELL
 DH3845  USGS QUAD   -  SANDERSON (1969)
 DH3845
 DH3845                         *CURRENT SURVEY CONTROL
 DH3845  ___________________________________________________________________
 DH3845* NAD 83(CORS)-  30 09 09.26417(N)    102 24 34.12111(W)     ADJUSTED  
 DH3845* NAVD 88     -                                                        
 DH3845  ___________________________________________________________________
 DH3845  EPOCH DATE  -        2002.00
 DH3845  X           -  -1,186,341.993 (meters)                     COMP
 DH3845  Y           -  -5,391,540.028 (meters)                     COMP
 DH3845  Z           -   3,185,437.849 (meters)                     COMP
 DH3845  ELLIP HEIGHT-         852.11  (meters)          (06/??/05) GPS OBS
 DH3845  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DH3845
 DH3845  HORZ ORDER  -  SPECIAL (CORS)
 DH3845  ELLP ORDER  -  SPECIAL (CORS)
 DH3845
 DH3845.ITRF positions are available for this station.
 DH3845.The coordinates were established by GPS observations
 DH3845.and adjusted by the National Geodetic Survey in June 2005..
 DH3845.The coordinates are valid at the epoch date displayed above.
 DH3845.The epoch date for horizontal control is a decimal equivalence
 DH3845.of Year/Month/Day.
 DH3845
 DH3845
 DH3845.The PID for the CORS ARP is DH3844.
 DH3845
 DH3845.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3845
 DH3845.The ellipsoidal height was determined by GPS observations
 DH3845.and is referenced to NAD 83.
 DH3845
 DH3845.The geoid height was determined by GEOID03.
 DH3845
 DH3845;                    North         East     Units Scale Factor Converg.
 DH3845;SPC TXSC     - 4,261,828.804   271,594.600   MT  0.99996484   -1 40 13.2
 DH3845;SPC TXSC     -13,982,350.00    891,056.62   sFT  0.99996484   -1 40 13.2
 DH3845
 DH3845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3845!SPC TXSC     -   0.99986620  x   0.99996484  =   0.99983104
 DH3845
 DH3845                          SUPERSEDED SURVEY CONTROL
 DH3845
 DH3845.No superseded survey control is available for this station.
 DH3845
 DH3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP4950938526(NAD 83)
 DH3845_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3845
 DH3845                          STATION DESCRIPTION
 DH3845
 DH3845'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3845'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3845'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3845'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3845'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3845'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1279 ***********************************************************************
 AH1279  DESIGNATION -  SANDHILL
 AH1279  PID         -  AH1279
 AH1279  STATE/COUNTY-  TX/KLEBERG
 AH1279  USGS QUAD   -  PITA ISLAND (1975)
 AH1279
 AH1279                         *CURRENT SURVEY CONTROL
 AH1279  ___________________________________________________________________
 AH1279* NAD 83(1993)-  27 31 38.79058(N)    097 15 06.78742(W)     ADJUSTED  
 AH1279* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AH1279  ___________________________________________________________________
 AH1279  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1279  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH1279
 AH1279  HORZ ORDER  -  THIRD
 AH1279
 AH1279.The horizontal coordinates were established by classical geodetic methods
 AH1279.and adjusted by the National Geodetic Survey in February 1996..
 AH1279
 AH1279.The orthometric height was scaled from a topographic map.
 AH1279
 AH1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1279
 AH1279.The geoid height was determined by GEOID03.
 AH1279
 AH1279;                    North         East     Units Scale Factor Converg.
 AH1279;SPC TX S     - 5,206,770.858   423,288.474   MT  0.99993684   +0 33 59.9
 AH1279;SPC TX S     -17,082,547.39  1,388,738.94   sFT  0.99993684   +0 33 59.9
 AH1279;UTM  14      - 3,046,073.914   672,638.457   MT  0.99996790   +0 48 29.3
 AH1279
 AH1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1279!SPC TX S     -   1.00000294  x   0.99993684  =   0.99993978
 AH1279!UTM  14      -   1.00000294  x   0.99996790  =   0.99997084
 AH1279
 AH1279|---------------------------------------------------------------------|
 AH1279| PID    Reference Object                     Distance      Geod. Az  |
 AH1279|                                                           dddmmss.s |
 AH1279| CV3424 SANDHILL RM                                        21612     |
 AH1279| AH1433 SOUTH BIRD                          APPROX. 6.6 KM 2345413.5 |
 AH1279| AH1473 WIND                                APPROX.14.5 KM 2380635.9 |
 AH1279| AH1304 SOUTH ONE OF TWIN WINDMILLS         APPROX.12.7 KM 2635225.8 |
 AH1279| AH1305 NORTH ONE OF TWIN WINDMILLS         APPROX.12.7 KM 2635345.8 |
 AH1279| AH1306 WINDMILL                            APPROX.13.7 KM 2814221.8 |
 AH1279|---------------------------------------------------------------------|
 AH1279
 AH1279                          SUPERSEDED SURVEY CONTROL
 AH1279
 AH1279  NAD 83(1986)-  27 31 38.80102(N)    097 15 06.76392(W) AD(       ) 3
 AH1279  NAD 27      -  27 31 37.65400(N)    097 15 05.80800(W) AD(       ) 3
 AH1279
 AH1279.Superseded values are not recommended for survey control.
 AH1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1279.See file dsdata.txt to determine how the superseded data were derived.
 AH1279
 AH1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7263846074(NAD 83)
 AH1279_MARKER: DS = TRIANGULATION STATION DISK
 AH1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1279_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1279
 AH1279  HISTORY     - Date     Condition        Report By
 AH1279  HISTORY     - 1912     MONUMENTED       CGS
 AH1279  HISTORY     - 1938     GOOD             CGS
 AH1279  HISTORY     - 1939     GOOD             CGS
 AH1279
 AH1279                          STATION DESCRIPTION
 AH1279
 AH1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1279'THE STATION IS ON THE MORE NORTHERN OF TWO HIGH AND CONSPICUOUS
 AH1279'SAND HILLS ON PADRE ISLAND, ABOUT 1 MILE N OF THE N END OF
 AH1279'NORTH BIRD ISLAND.  THE STATION IS ABOUT 300 METERS (984 FEET)
 AH1279'FROM THE GULF BEACH.  THE SURFACE MARK IS A STANDARD BRONZE
 AH1279'DISK SET IN CONCRETE.  THE UNDERGROUND
 AH1279'MARK IS A BLOCK OF CONCRETE SET INTO THE GROUND WITH ITS
 AH1279'TOP ABOUT 3 FEET BELOW THE SURFACE.  THE POINT OF A LARGE
 AH1279'NAIL PROJECTING FROM THE CONCRETE INDICATES THE CENTER OF THE
 AH1279'STATION.  THE REFERENCE MARK IS A CYLINDER OF CONCRETE ABOUT
 AH1279'3 FEET LONG FROM THE CENTER OF THE TOP OF WHICH PROJECTS
 AH1279'THE POINT OF A LARGE NAIL, WHICH IS LOCATED ON A LOWER
 AH1279'GRASSY SLOPE OF THE HILL ON WHICH IS THE STATION.  IT IS
 AH1279'26.45 METERS (86.8 FEET) FROM THE STATION, S 36 DEG 12 MIN W.
 AH1279'OTHER BEARINGS ARE--TO WILLIAM BARNES HOUSE,
 AH1279'N 52 DEG 28 MIN TO SW CORNER OF CORRAL, ABOUT 1 MILE
 AH1279'DISTANT N 16 DEG 50 MIN W. TO SPANISH DAGGER IN
 AH1279'LAGUNA MADRE BEACH, S 46 DEG 22 MIN W.
 AH1279
 AH1279                          STATION RECOVERY (1938)
 AH1279
 AH1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1279'THIS STATION WAS FOUND APPARENTLY IN ITS ORIGINAL POSITION
 AH1279'BUT IT IS NOW IN A VERY UNSTABLE LOCATION AND SHOULD BE CONSIDERED
 AH1279'LOST.  THE W SIDE OF THE DUNE ON WHICH THE STATION WAS SET
 AH1279'HAS BLOWN AWAY EXPOSING THE MARK.  THE SHANK ONLY OF THE
 AH1279'SUB-SURFACE MARK IS IN THE SAND ON THE W SLOPE OF THE DUNE.
 AH1279'THE SURFACE MARK IS RESTING ON THE SUB-SURFACE MARK AND HAS
 AH1279'NO SAND AROUND IT.  IT MAY BE ONLY A MATTER OF DAYS UNTIL
 AH1279'ALL THE SAND BLOWS AWAY FROM AROUND THE MARK AND IT WILL
 AH1279'FALL TO THE BASE OF THE HILL.  A PICTURE SHOWING THE
 AH1279'CONDITION OF THIS MARK WAS SUBMITTED WITH THE RECONNAISSANCE
 AH1279'DATA FOR THE CORPUS CHRISTI TO RIO GRANDE RIVER
 AH1279'TRIANGULATION.
 AH1279'
 AH1279'THE REFERENCE MARK COULD NOT BE FOUND.  IT HAS PROBABLY BEEN
 AH1279'DESTROYED BY SHIFTING SAND AND THEN COVERED BY SAND.
 AH1279'
 AH1279'A NEW STATION (SANDHILL 2) IS TO BE ESTABLISHED ABOUT 1/4
 AH1279'MILE NW.
 AH1279
 AH1279                          STATION RECOVERY (1939)
 AH1279
 AH1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1279'STATION IS ON THE NORTHERN ONE OF TWO CONSPICUOUS SAND HILLS
 AH1279'ON PADRE ISLAND, ABOUT 1 MILE N OF THE N END OF NORTH BIRD
 AH1279'ISLAND AND ABOUT 300 METERS BACK OF BEACH.
 AH1279'
 AH1279'THE OLD MARK WAS FOUND BUT THE SAND HAD BLOWN OUT FROM AROUND
 AH1279'IT TO SUCH AN EXTENT AS TO RENDER THE MARK USELESS.  THE
 AH1279'STATION SHOULD BE CONSIDERED AS DESTROYED.
 AH1279'
 AH1279'NO REFERENCE MARKS WERE FOUND.  SANDHILL 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1276 ***********************************************************************
 AH1276  DESIGNATION -  SANDHILL 2 1939
 AH1276  PID         -  AH1276
 AH1276  STATE/COUNTY-  TX/KLEBERG
 AH1276  USGS QUAD   -  PITA ISLAND (1975)
 AH1276
 AH1276                         *CURRENT SURVEY CONTROL
 AH1276  ___________________________________________________________________
 AH1276* NAD 83(1993)-  27 31 42.04935(N)    097 15 21.29411(W)     ADJUSTED  
 AH1276* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1276  ___________________________________________________________________
 AH1276  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1276  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH1276
 AH1276  HORZ ORDER  -  SECOND
 AH1276
 AH1276.The horizontal coordinates were established by classical geodetic methods
 AH1276.and adjusted by the National Geodetic Survey in February 1996..
 AH1276
 AH1276.The orthometric height was scaled from a topographic map.
 AH1276
 AH1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1276
 AH1276.The geoid height was determined by GEOID03.
 AH1276
 AH1276;                    North         East     Units Scale Factor Converg.
 AH1276;SPC TX S     - 5,206,867.225   422,889.451   MT  0.99993698   +0 33 53.4
 AH1276;SPC TX S     -17,082,863.55  1,387,429.81   sFT  0.99993698   +0 33 53.4
 AH1276;UTM  14      - 3,046,168.601   672,239.020   MT  0.99996620   +0 48 22.7
 AH1276
 AH1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1276!SPC TX S     -   1.00000373  x   0.99993698  =   0.99994071
 AH1276!UTM  14      -   1.00000373  x   0.99996620  =   0.99996993
 AH1276
 AH1276:                Primary Azimuth Mark                     Grid Az
 AH1276:SPC TX S     -  ON                                       034 23 30.4
 AH1276:UTM  14      -  ON                                       034 09 01.1
 AH1276
 AH1276|---------------------------------------------------------------------|
 AH1276| PID    Reference Object                     Distance      Geod. Az  |
 AH1276|                                                           dddmmss.s |
 AH1276| AH1207 ON                                  APPROX. 3.8 KM 0345723.8 |
 AH1276| AH1211 TO                                  APPROX. 1.0 KM 0622856.1 |
 AH1276| AH1431 QUAIL 1939                          APPROX. 7.9 KM 2025842.2 |
 AH1276| AH1307 COYOTES WINDMILL                    APPROX.13.7 KM 2813903.8 |
 AH1276|---------------------------------------------------------------------|
 AH1276
 AH1276                          SUPERSEDED SURVEY CONTROL
 AH1276
 AH1276  NAD 83(1986)-  27 31 42.05962(N)    097 15 21.27021(W) AD(       ) 2
 AH1276  NAD 27      -  27 31 40.91100(N)    097 15 20.31100(W) AD(       ) 2
 AH1276
 AH1276.Superseded values are not recommended for survey control.
 AH1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1276.See file dsdata.txt to determine how the superseded data were derived.
 AH1276
 AH1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7223946169(NAD 83)
 AH1276_MARKER: P = PIPE CAP
 AH1276_SETTING: 0 = UNSPECIFIED SETTING
 AH1276_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1276
 AH1276  HISTORY     - Date     Condition        Report By
 AH1276  HISTORY     - 1939     MONUMENTED       CGS
 AH1276  HISTORY     - 1949     GOOD             CGS
 AH1276  HISTORY     - 1968     GOOD             CGS
 AH1276  HISTORY     - 1969     GOOD             CGS
 AH1276  HISTORY     - 1969     GOOD             CGS
 AH1276  HISTORY     - 1977     GOOD             NGS
 AH1276  HISTORY     - 1979     GOOD             NGS
 AH1276  HISTORY     - 1980     GOOD             NGS
 AH1276
 AH1276                          STATION DESCRIPTION
 AH1276
 AH1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1276'STATION SANDHILL 2 IS LOCATED ON PADRE ISLAND, ABOUT 20 MILES SE
 AH1276'OF CORPUS CHRISTI, ABOUT 25 MILES SSW OF PORT ARANSAS AND 9.25
 AH1276'MILES SSW OF CORPUS CHRISTI PASS, AND ABOUT 2.5 MILES S OF A
 AH1276'RANCH HOUSE AND CORRALS.  THE STATION IS ABOUT 0.5 MILE W OF BEACH
 AH1276'ON GRASS-COVERED FLATS.  THERE ARE NO SAND DUNES NEAR STATION.
 AH1276'
 AH1276'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE TOP OF A
 AH1276'3-INCH GALVANIZED-IRON PIPE 6 FEET LONG, EMBEDDED IN CONCRETE
 AH1276'AND PROJECTING 18 INCHES ABOVE THE SURFACE OF THE GROUND.
 AH1276'
 AH1276'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED.
 AH1276'
 AH1276'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1276
 AH1276                          STATION RECOVERY (1949)
 AH1276
 AH1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1276'STATION RECOVERED AS DESCRIBED, EXCEPT THAT STAMPING ON DISK
 AH1276'IS SANDHILL 1939 NOT SANDHILL 2 1939.
 AH1276'
 AH1276'STATION IS ABOUT 2.2 MILES ENE OF NORTH BIRD ISLAND, 7.2 MILES
 AH1276'SSW OF THE E END OF THE PROPOSED NEW COUNTY CAUSEWAY, ABOUT
 AH1276'4.2 MILES SW OF A VERY HIGH SAND DUNE ON THE GULF BEACH KNOWN AS
 AH1276'FOUR MILE HILL, ABOUT 1.0 MILE SSW OF A PROMINENT ROW OF DUNES
 AH1276'RUNNING ACROSS THE ISLAND, AND APPROXIMATELY HALFWAY BETWEEN THE
 AH1276'DUNES ALONG THE GULF BEACH AND THE SHIFTING BARE SAND ALONG THE
 AH1276'W SIDE OF THE ISLAND.
 AH1276
 AH1276                          STATION RECOVERY (1968)
 AH1276
 AH1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1276'STATION MARK RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 AH1276'ARE ADEQUATE.
 AH1276'
 AH1276'THE STATION CAN BE DRIVEN TO IN A 4-WHEEL DRIVE VEHICLE.
 AH1276
 AH1276                          STATION RECOVERY (1969)
 AH1276
 AH1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1276'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN
 AH1276'1949.  PARK ROAD NO. 22, A NORTH-SOUTH ROAD, IS NOW 1/4 MILE
 AH1276'WEST OF THE STATION.  A DESCRIPTION OF THE ROUTE TO THE STATION
 AH1276'FOLLOWS--TO REACH THE STATION FROM THE ARCH OVER STATE HIGHWAY 358
 AH1276'AT THE ENTRANCE TO THE PADRE ISLAND CAUSEWAY AND AT THE
 AH1276'SOUTHEAST EDGE OF CORPUS CHRISTI, GO SOUTHEAST ON STATE HIGHWAY
 AH1276'358 FOR 4.9 MILES TO JUNCTION OF PARK ROADS 53 AND 22.
 AH1276'CONTINUE AHEAD, NOW SOUTHERLY, ON PARK ROAD 22 FOR 2.1 MILES TO
 AH1276'SIDE ROAD ON THE LEFT, ENTRANCE TO NUECES COUNTY PARK.
 AH1276'CONTINUE AHEAD, SOUTHERLY ON PARK ROAD 22 FOR 4.8 MILES TO
 AH1276'THE END OF TRUCK TRAVEL AND THE STATION 1/4 MILE TO THE LEFT,
 AH1276'EAST-SOUTHEAST.  WALK EAST-SOUTHEAST ACROSS SANDY FLAT FOR
 AH1276'ABOUT 1/4 MILE TO STATION.
 AH1276'
 AH1276'THE STATION MARK IS A STANDARD DISK, SCREWED TO THE TOP OF A 4
 AH1276'INCH GALVANIZED IRON PIPE THAT PROJECTS 3 FEET AND IS 1 FOOT FROM
 AH1276'METAL WITNESS POST WITH SIGN.
 AH1276'
 AH1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 AH1276'SOUTHEAST OF CORPUS CHRISTI
 AH1276
 AH1276                          STATION RECOVERY (1969)
 AH1276
 AH1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GDF)
 AH1276'STATION RECOVERED.  BRASS CAP ON IRON PIPE IS STAMPED SANDHILL
 AH1276'1939.  FLOUR BLUFF, JUNCTION STATE 358 AND PARK 22, FOLLOW 22
 AH1276'ACROSS CAUSEWAY 5.6 MILES TO JUNCTION PARK 22 AND 53.  CONTINUE
 AH1276'SW ON 22 FOR 6.8 MILES TO CULVERT.  (2.8 MILES NE OF NATIONAL
 AH1276'SEASHORE BOUNDRY) (1.3 NE OF PRIVATE CROSS ROADS) FROM CENTERLINE
 AH1276'OF PARK 22 AND CULVERT STATION IS 1250 FEET STADIA DISTANCE
 AH1276'AT AN ANGLE OF 78 DEG 09 MIN 50 SEC RIGHT OF THE TANGENT
 AH1276'CENTERLINE NE.
 AH1276'
 AH1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CORPUS CHRISTI,
 AH1276'ABOUT 20 MILES SE
 AH1276
 AH1276                          STATION RECOVERY (1977)
 AH1276
 AH1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1276'STATION MARK RECOVERED AS DESCRIBED IN THE 1969 RECOVERY NOTE.  DUE
 AH1276'TO ROAD CHANGES A NEW TO REACH FOLLOWS.
 AH1276'
 AH1276'TO REACH FROM THE JUNCTION OF PARK ROAD 22 AND 53, GO E-S ON PARK
 AH1276'ROAD 53 FOR 2.2 MILES TO A SIDE ROAD LEFT AND SIGN (NUECES CO. PARK
 AH1276'BOB HALL PIER), CONTINUE ON PARK ROAD FOR 4.85 MILES TO THE END OF
 AH1276'TRUCK TRAVEL, FROM HERE PACK ESE FOR ABOUT 1/4 MILE AND STATION.
 AH1276'
 AH1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20 MILES SE
 AH1276'OF CORPUS CHRISTI.
 AH1276
 AH1276                          STATION RECOVERY (1979)
 AH1276
 AH1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1276'STATION WAS NOT OCCUPIED.
 AH1276'
 AH1276'NO REFERENCE MARKS TO THIS STATION.
 AH1276'
 AH1276'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, THE DISK IS
 AH1276'A BRASS DISK SCREWED TO THE TOP OF A 3-INCH GALVANIZED- PIPE,
 AH1276'STAMPED SANDHILL 1939.  A NEW TO REACH FOLLOWS.
 AH1276'
 AH1276'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAY 358 AND PARK ROAD 22 AND
 AH1276'53, GO SOUTHEASTERLY ON PARK ROAD 22 FOR 6.8 MILES TO A CULVERT.
 AH1276'FROM HERE PACK EASTERLY ACROSS SWAMP AREA FOR APPROXIMATELY 1250
 AH1276'FEET TO STATION, STATION MARK IS PROJECTING ABOUT 10 INCHES, MARKED
 AH1276'BY A WITNESS POST.
 AH1276'
 AH1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20 MILES SE
 AH1276'OF CORPUS CHRISTI.
 AH1276
 AH1276                          STATION RECOVERY (1980)
 AH1276
 AH1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AH1276'THE STATION WAS RECOVERED AS DESCRIBED IN 1979, BY W.O. MEANS,
 AH1276'EXCEPT THE WITNESS POST BY THE STATION IS NOW DESTROYED.  A NEW
 AH1276'DESCRIPTION FOLLOWS.
 AH1276'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF CORPUS CHRISTI,
 AH1276'ON PADRE ISLAND, 0.2 MILES EAST OF PARK ROAD 22 AND ABOUT 0.5
 AH1276'MILES WEST OF THE SHORELINE.
 AH1276'
 AH1276'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY 358
 AH1276'AND PARK ROADS 22 AND 53, GO SOUTHEASTERLY ON PARK ROAD 22 FOR
 AH1276'2.1 MILES TO THE ENTRANCE TO NUECES COUNTY PARK ON THE LEFT.
 AH1276'CONTINUE SOUTHEASTERLY ON PARK ROAD 22 FOR 4.4 MILES TO A
 AH1276'CULVERT UNDER HIGHWAY AND A METAL WITNESS POST SET IN FENCE LINE.
 AH1276'FROM THIS POINT PACK EASTERLY FOR ABOUT 0.2 MILE TO THE STATION
 AH1276'AS DESCRIBED.
 AH1276'
 AH1276'THE STATION IS A STANDARD NGS CAP TYPE DISK
 AH1276'STAMPED---SANDHILL 1939---,
 AH1276'IT IS SCREWED TO THE TOP OF A 4-INCH GALVANIZED IRON PIPE THAT
 AH1276'PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 AH1276'IT IS LOCATED
 AH1276'1250 FEET EAST FROM A METAL WITNESS POST AND FENCE LINE AND
 AH1276'2640 FEET WEST FROM THE SHORELINE.
 AH1276'
 AH1276'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 AH1276'REFERENCE MARKS ESTABLISHED FOR THIS STATION AT THIS TIME.
 AH1276'
 AH1276'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 AH1276'
 AH1276'THIS STATION WAS NOT OCCUPIED AT THIS TIME, BUT A LIGHT
 AH1276'WAS SHOWN TO TRIANGULATION STATION HOLIDAY FOR THE
 AH1276'PURPOSE OF POSITIONING STATION HOLIDAY.  A MIRROR WAS ALSO
 AH1276'SHOWN TO STATION HOLIDAY AND THE DISTANCE WAS MEASURED
 AH1276'BETWEEN HOLIDAY AND SANDHILL 2 1939.
 AH1276'
 AH1276'THIS STATION IS REFERRED TO AS SANDHILL 2 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1379 ***********************************************************************
 CR1379  SACS        -  This is a Secondary Airport Control Station.
 CR1379  DESIGNATION -  SANDPORT
 CR1379  PID         -  CR1379
 CR1379  STATE/COUNTY-  TX/UPSHUR
 CR1379  USGS QUAD   -  BIG SANDY (1981)
 CR1379
 CR1379                         *CURRENT SURVEY CONTROL
 CR1379  ___________________________________________________________________
 CR1379* NAD 83(1993)-  32 35 07.17039(N)    095 03 52.01373(W)     ADJUSTED  
 CR1379* NAVD 88     -       117.78   (meters)     386.4    (feet)  GPS OBS   
 CR1379  ___________________________________________________________________
 CR1379  X           -    -474,878.393 (meters)                     COMP
 CR1379  Y           -  -5,358,457.455 (meters)                     COMP
 CR1379  Z           -   3,415,348.941 (meters)                     COMP
 CR1379  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 CR1379  ELLIP HEIGHT-          91.33  (meters)          (07/17/01) GPS OBS
 CR1379  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR1379
 CR1379  HORZ ORDER  -  FIRST
 CR1379  ELLP ORDER  -  SECOND    CLASS II
 CR1379
 CR1379.This mark is at Ambassador Field Airport (1F8)
 CR1379
 CR1379.The horizontal coordinates were established by GPS observations
 CR1379.and adjusted by the National Geodetic Survey in September 1996..
 CR1379
 CR1379.The orthometric height was determined by GPS observations and a
 CR1379.high-resolution geoid model.
 CR1379
 CR1379.GPS derived orthometric heights for airport stations designated as
 CR1379.PACS or SACS are published to 2 decimal places.  This maintains
 CR1379.centimeter relative accuracy between the PACS and SACS.  It does
 CR1379.not indicate centimeter accuracy relative to other marks which are
 CR1379.part of the NAVD 88 network.
 CR1379
 CR1379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1379
 CR1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1379
 CR1379.The ellipsoidal height was determined by GPS observations
 CR1379.and is referenced to NAD 83.
 CR1379
 CR1379.The geoid height was determined by GEOID03.
 CR1379
 CR1379;                    North         East     Units Scale Factor Converg.
 CR1379;SPC TXNC     - 2,107,143.706   922,468.857   MT  0.99990552   +1 52 25.4
 CR1379;SPC TXNC     - 6,913,187.31  3,026,466.58   sFT  0.99990552   +1 52 25.4
 CR1379;UTM  15      - 3,607,198.083   306,233.028   MT  1.00006300   -1 06 43.8
 CR1379
 CR1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1379!SPC TXNC     -   0.99998566  x   0.99990552  =   0.99989118
 CR1379!UTM  15      -   0.99998566  x   1.00006300  =   1.00004866
 CR1379
 CR1379:                Primary Azimuth Mark                     Grid Az
 CR1379:SPC TXNC     -  SANDPORT AZ MK                           269 15 04.0
 CR1379:UTM  15      -  SANDPORT AZ MK                           272 14 13.2
 CR1379
 CR1379|---------------------------------------------------------------------|
 CR1379| PID    Reference Object                     Distance      Geod. Az  |
 CR1379|                                                           dddmmss.s |
 CR1379| CR1380 SANDPORT AZ MK                      APPROX. 0.7 KM 2710729.4 |
 CR1379|---------------------------------------------------------------------|
 CR1379
 CR1379                          SUPERSEDED SURVEY CONTROL
 CR1379
 CR1379  ELLIP H (09/10/96)   91.38   (m)                       GP(       ) 2 2
 CR1379  NAD 83(1993)-  32 35 07.17520(N)    095 03 52.01011(W) AD(       ) 3
 CR1379  ELLIP H (02/16/96)   91.47   (m)                       GP(       ) 5 1
 CR1379  ELLIP H (01/21/93)   91.23   (m)                       GP(       ) 4 2
 CR1379  NAD 83(1986)-  32 35 07.17854(N)    095 03 51.99323(W) AD(       ) 3
 CR1379  NAD 27      -  32 35 06.66865(N)    095 03 51.20054(W) AD(       ) 3
 CR1379  NGVD 29 (12/08/88)  117.7    (m)          386.     (f) GPS OBS        
 CR1379
 CR1379.Superseded values are not recommended for survey control.
 CR1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1379.See file dsdata.txt to determine how the superseded data were derived.
 CR1379
 CR1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS0623307198(NAD 83)
 CR1379_MARKER: I = METAL ROD
 CR1379_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1379_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1379_STAMPING: SANDPORT 1987
 CR1379_MARK LOGO: NGS   
 CR1379_PROJECTION: FLUSH
 CR1379_MAGNETIC: I = MARKER IS A STEEL ROD
 CR1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1379+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 CR1379_ROD/PIPE-DEPTH: 1.9. meters
 CR1379_SLEEVE-DEPTH  : 0.90 meters
 CR1379
 CR1379  HISTORY     - Date     Condition        Report By
 CR1379  HISTORY     - 1987     MONUMENTED       NGS
 CR1379  HISTORY     - 19880201 GOOD
 CR1379  HISTORY     - 19941129 GOOD             NGS
 CR1379
 CR1379                          STATION DESCRIPTION
 CR1379
 CR1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1379'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF BIG SANDY AT
 CR1379'AMBASSADOR AIRFIELD, ON THE GROUNGS OF AMBASSADOR COLLEGE.
 CR1379'OWNERSHIP--AMBASSADOR COLLEGE C/O/ V.L. STOLLEY, P.O. BOX 111,
 CR1379'BIGSANDY, TX 75755.  TELEPHONE NUMBER 214-636-4311.
 CR1379'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CR1379'HIGHWAY 155 NORTH, IN BIG SANDY.  GO EAST ON U.S. HIGHWAY 80 FOR 3.6
 CR1379'KM (2.25 MI) TO THE MAIN ENTRANCE TO THE COLLEGE.  CONTINUE EAST ON
 CR1379'U.S. HIGHWAY 80 FOR 0.9 KM (0.55 MI) TO A ROAD ON THE LEFT.  TURN
 CR1379'LEFT AND GO NORTH FOR 0.6 KM (0.35 MI) TO A FORK. KEEP LEFT AND GO
 CR1379'0.6 KM (0.35 MI) TO A RUNWAY, WHICH CROSSES THE ROAD.  TURN LEFT AND
 CR1379'GO WEST ON THE RUNWAY FOR ABOUT 30 M (98.4 FT) TO THE WEST SIDE OFTHE
 CR1379'PARKING APRON AND THE STATION ON THE RIGHT.
 CR1379'THE MARK IS 27.7 M (90.9 FT) SOUTH OF A POLE WITH A WINDSOX ATTACHED,
 CR1379'13.3 M (43.6 FT) NORTH OF THE CENTERLINE OF THE RUNWAY, AND 5.3 M
 CR1379'(17.4 FT) WEST OF THE WEST EDGE OF THE APRON.
 CR1379'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1379'DESCRIBED BY B.L.L.
 CR1379
 CR1379                          STATION RECOVERY (1988)
 CR1379
 CR1379'RECOVERED 1988
 CR1379'RECOVERED IN GOOD CONDITION.
 CR1379
 CR1379                          STATION RECOVERY (1994)
 CR1379
 CR1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1379'NOTE--THE GATE AT ORANGE GROVE BOULEVARD IS LOCKED FROM 10 P.M.  TO 6
 CR1379'A.M.  ACCESS TO THE AIRSTRIP CAN BE HAD THROUGH THE MAIN CAMPUS
 CR1379'ENTRANCE AND FOLLOWING THE ATTATCHED MAP 24 HOURS A DAY.  THE STATION
 CR1379'IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF BIG SANDY AT AMBASSADOR
 CR1379'AIRFIELD, ON THE NORTH SIDE OF THE GROUNDS OF AMBASSADOR COLLEGE, ON
 CR1379'THE WEST SIDE OF THE APRON, IN THE NORTHWEST QUADRANT OF THE JUNCTION
 CR1379'OF NORTH ORANGE BOULEVARD AND THE AIRSTRIP.  OWNERSHIP--AMBASSADOR
 CR1379'COLLEGE, P.O.  BOX 111, BIGSANDY, TX 75755.  PHONE 214-636-4311.
 CR1379'CAMPUS SECURITY IS RANDY ROBERTS, PHONE 214-636-2020, AND DEPARTMENT
 CR1379'MANAGER IS BOB HERRINGTON.  CALL ONE DAY IN ADVANCE FOR PERMISSION TO
 CR1379'OCCUPY THIS STATION.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 80
 CR1379'AND STATE HIGHWAY 155 NORTH IN BIG SANDY, GO EAST ON U.S.  HIGHWAY 80
 CR1379'FOR 3.6 KM (2.25 MI) TO THE MAIN ENTRANCE TO THE COLLEGE.  CONTINUE
 CR1379'EAST ON U.S.  HIGHWAY 80 FOR 0.9 KM (0.55 MI) TO A ROAD ON THE LEFT
 CR1379'(SOUTH ORANGE GROVE BOULEVARD) AND A GATE.  TURN LEFT, NORTH, PASSING
 CR1379'THROUGH THE GATE ON ORANGE GROVE BOULEVARD FOR 0.6 KM (0.35 MI) TO A
 CR1379'FORK.  BEAR LEFT, NORTH, FOR 0.6 KM (0.35 MI) TO THE INTERSECTION OF
 CR1379'THE RUNWAY.  TURN LEFT, NORTHWEST, CROSSING THE RUNWAY FOR ABOUT 30 M
 CR1379'(98.4 FT) TO THE WEST SIDE OF THE PARKING APRON AND THE STATION ON THE
 CR1379'RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 CR1379'ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM
 CR1379'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 CR1379'GROUND.  IT IS 27.7 M (90.9 FT) SOUTH OF A POLE WITH A WINDSOCK
 CR1379'ATTACHED, 13.3 M (43.6 FT) NORTH OF THE CENTER OF THE RUNWAY, 5.3 M
 CR1379'(17.4 FT) WEST OF THE WEST EDGE OF THE APRON, AND 0.3 M (1.0 FT) SOUTH
 CR1379'OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1380 ***********************************************************************
 CR1380  SACS        -  This is a Secondary Airport Control Station.
 CR1380  DESIGNATION -  SANDPORT AZ MK
 CR1380  PID         -  CR1380
 CR1380  STATE/COUNTY-  TX/UPSHUR
 CR1380  USGS QUAD   -  BIG SANDY (1981)
 CR1380
 CR1380                         *CURRENT SURVEY CONTROL
 CR1380  ___________________________________________________________________
 CR1380* NAD 83(1993)-  32 35 07.59401(N)    095 04 17.54111(W)     ADJUSTED  
 CR1380* NAVD 88     -       110.32   (meters)     361.9    (feet)  GPS OBS   
 CR1380  ___________________________________________________________________
 CR1380  X           -    -475,540.377 (meters)                     COMP
 CR1380  Y           -  -5,358,385.381 (meters)                     COMP
 CR1380  Z           -   3,415,355.919 (meters)                     COMP
 CR1380  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CR1380  ELLIP HEIGHT-          83.87  (meters)          (07/17/01) GPS OBS
 CR1380  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR1380
 CR1380  HORZ ORDER  -  FIRST
 CR1380  ELLP ORDER  -  SECOND    CLASS II
 CR1380
 CR1380.This mark is at Ambassador Field Airport (1F8)
 CR1380
 CR1380.The horizontal coordinates were established by GPS observations
 CR1380.and adjusted by the National Geodetic Survey in September 1996..
 CR1380
 CR1380.The orthometric height was determined by GPS observations and a
 CR1380.high-resolution geoid model.
 CR1380
 CR1380.GPS derived orthometric heights for airport stations designated as
 CR1380.PACS or SACS are published to 2 decimal places.  This maintains
 CR1380.centimeter relative accuracy between the PACS and SACS.  It does
 CR1380.not indicate centimeter accuracy relative to other marks which are
 CR1380.part of the NAVD 88 network.
 CR1380
 CR1380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1380
 CR1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1380
 CR1380.The ellipsoidal height was determined by GPS observations
 CR1380.and is referenced to NAD 83.
 CR1380
 CR1380.The geoid height was determined by GEOID03.
 CR1380
 CR1380;                    North         East     Units Scale Factor Converg.
 CR1380;SPC TXNC     - 2,107,135.004   921,803.096   MT  0.99990550   +1 52 11.5
 CR1380;SPC TXNC     - 6,913,158.76  3,024,282.32   sFT  0.99990550   +1 52 11.5
 CR1380;UTM  15      - 3,607,224.076   305,567.612   MT  1.00006618   -1 06 57.6
 CR1380
 CR1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1380!SPC TXNC     -   0.99998683  x   0.99990550  =   0.99989233
 CR1380!UTM  15      -   0.99998683  x   1.00006618  =   1.00005301
 CR1380
 CR1380:                Primary Azimuth Mark                     Grid Az
 CR1380:SPC TXNC     -  SANDPORT                                 089 15 04.1
 CR1380:UTM  15      -  SANDPORT                                 092 14 13.2
 CR1380
 CR1380|---------------------------------------------------------------------|
 CR1380| PID    Reference Object                     Distance      Geod. Az  |
 CR1380|                                                           dddmmss.s |
 CR1380| CR1379 SANDPORT                            APPROX. 0.7 KM 0910715.6 |
 CR1380|---------------------------------------------------------------------|
 CR1380
 CR1380                          SUPERSEDED SURVEY CONTROL
 CR1380
 CR1380  ELLIP H (09/10/96)   83.92   (m)                       GP(       ) 2 2
 CR1380  NAD 83(1993)-  32 35 07.59896(N)    095 04 17.53762(W) AD(       ) 3
 CR1380  ELLIP H (02/16/96)   84.00   (m)                       GP(       ) 5 1
 CR1380  ELLIP H (01/21/93)   83.76   (m)                       GP(       ) 4 2
 CR1380  NAD 83(1986)-  32 35 07.60230(N)    095 04 17.52075(W) AD(       ) 3
 CR1380  NAD 27      -  32 35 07.09249(N)    095 04 16.72730(W) AD(       ) 3
 CR1380  NGVD 29 (12/08/88)  110.3    (m)          362.     (f) GPS OBS        
 CR1380
 CR1380.Superseded values are not recommended for survey control.
 CR1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1380.See file dsdata.txt to determine how the superseded data were derived.
 CR1380
 CR1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS0556807224(NAD 83)
 CR1380_MARKER: I = METAL ROD
 CR1380_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1380_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1380_STAMPING: SANDPORT AZ MK 1987
 CR1380_MARK LOGO: NGS   
 CR1380_PROJECTION: FLUSH
 CR1380_MAGNETIC: I = MARKER IS A STEEL ROD
 CR1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1380+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 CR1380_ROD/PIPE-DEPTH: 1.9. meters
 CR1380_SLEEVE-DEPTH  : 0.90 meters
 CR1380
 CR1380  HISTORY     - Date     Condition        Report By
 CR1380  HISTORY     - 1987     MONUMENTED       NGS
 CR1380  HISTORY     - 19880201 GOOD
 CR1380  HISTORY     - 19941129 GOOD             NGS
 CR1380
 CR1380                          STATION DESCRIPTION
 CR1380
 CR1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1380'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF BIG SANDY AT
 CR1380'AMBASSADOR AIRFIELD, ON THE GROUNGS OF AMBASSADOR COLLEGE.
 CR1380'OWNERSHIP--AMBASSADOR COLLEGE C/O/ V.L. STOLLEY, P.O. BOX 111,
 CR1380'BIGSANDY, TX 75755.  TELEPHONE NUMBER 214-636-4311.
 CR1380'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CR1380'HIGHWAY 155 NORTH, IN BIG SANDY.  GO EAST ON U.S. HIGHWAY 80 FOR 3.6
 CR1380'KM (2.25 MI) TO THE MAIN ENTRANCE TO THE COLLEGE.  CONTINUE EAST ON
 CR1380'U.S. HIGHWAY 80 FOR 0.9 KM (0.55 MI) TO A ROAD ON THE LEFT.  TURN
 CR1380'LEFT AND GO NORTH FOR 0.6 KM (0.35 MI) TO A FORK. KEEP LEFT AND GO
 CR1380'0.6 KM (0.35 MI) TO A RUNWAY, WHICH CROSSES THE ROAD.  TURN LEFT AND
 CR1380'GO WEST ALONG THE RUNWAY FOR 0.7 KM (0.45 MI) TO THE MARK ON
 CR1380'THERIGHT, NEAR A VASI LIGHT.
 CR1380'THE MARK IS 16.5 M (54.1 FT) NORTH OF THE CENTERLINE OF THE RUNWAY,
 CR1380'6.7 M (22.0 FT) NORTHEAST OF A RUNWAY LIGHT, AND 3.9 M (12.8 FT)
 CR1380'SOUTHEAST OF THE SOUTHEAST CORNER OF A CINDER BLOCK FORM AROUND
 CR1380'THEVASI LIGHT.
 CR1380'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1380'DESCRIBED BY V.L.F.
 CR1380
 CR1380                          STATION RECOVERY (1988)
 CR1380
 CR1380'RECOVERED 1988
 CR1380'RECOVERED IN GOOD CONDITION.
 CR1380
 CR1380                          STATION RECOVERY (1994)
 CR1380
 CR1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1380'NOTE--THE GATE AT ORANGE GROVE BOULEVARD IS LOCKED FROM 10 P.M.  TO 6
 CR1380'A.M.  ACCESS TO THE AIRSTRIP CAN BE HAD THROUGH THE MAIN CAMPUS
 CR1380'ENTRANCE AND FOLLOWING THE ATTATCHED MAP 24 HOURS A DAY.  THE STATION
 CR1380'IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF BIG SANDY AT AMBASSADOR
 CR1380'AIRFIELD, ON THE NORTH SIDE OF THE GROUNDS OF AMBASSADOR COLLEGE, ON
 CR1380'THE WEST SIDE OF THE APRON, IN THE NORTHWEST QUADRANT OF THE JUNCTION
 CR1380'OF NORTH ORANGE BOULEVARD AND THE AIRSTRIP.  OWNERSHIP--AMBASSADOR
 CR1380'COLLEGE, P.O.  BOX 111, BIGSANDY, TX 75755.  PHONE 214-636-4311.
 CR1380'CAMPUS SECURITY IS V.L.  STOLLEY AND DEPARTMENT MANAGER BOB
 CR1380'HERRINGTON.  CALL ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 CR1380'STATION.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 80 AND STATE
 CR1380'HIGHWAY 155 NORTH IN BIG SANDY, GO EAST ON U.S.  HIGHWAY 80 FOR 3.6 KM
 CR1380'(2.25 MI) TO THE MAIN ENTRANCE TO THE COLLEGE.  CONTINUE EAST ON U.S.
 CR1380'HIGHWAY 80 FOR 0.9 KM (0.55 MI) TO A ROAD ON THE LEFT (SOUTH ORANGE
 CR1380'GROVE BOULEVARD) AND A GATE.  TURN LEFT, NORTH, PASSING THROUGH THE
 CR1380'GATE ON ORANGE GROVE BOULEVARD FOR 0.6 KM (0.35 MI) TO A FORK.  BEAR
 CR1380'LEFT, NORTH, FOR 0.6 KM (0.35 MI) TO THE INTERSECTION OF THE RUNWAY.
 CR1380'TURN LEFT, WEST, ALONG THE RUNWAY FOR 0.72 KM (0.45 MI) AND THE
 CR1380'STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 CR1380'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 CR1380'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 CR1380'SET FLUSH WITH THE GROUND.  IT IS 16.5 M (54.1 FT) NORTH OF THE CENTER
 CR1380'OF THE RUNWAY, 6.9 M (22.6 FT) NORTHEAST OF A RUNWAY LIGHT, 4.0 M
 CR1380'(13.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PAD FOR A
 CR1380'VASI LIGHT, AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 CR1380'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9971 ***********************************************************************
 AG9971  DESIGNATION -  SANDS USED
 AG9971  PID         -  AG9971
 AG9971  STATE/COUNTY-  TX/WILLIAMSON
 AG9971  USGS QUAD   -  COUPLAND (1982)
 AG9971
 AG9971                         *CURRENT SURVEY CONTROL
 AG9971  ___________________________________________________________________
 AG9971* NAD 83(1993)-  30 28 31.31646(N)    097 29 19.08037(W)     ADJUSTED  
 AG9971* NAVD 88     -       191.45   (+/-2cm)     628.1    (feet)  VERTCON   
 AG9971  ___________________________________________________________________
 AG9971  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AG9971  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AG9971
 AG9971  HORZ ORDER  -  THIRD
 AG9971  VERT ORDER  -  THIRD ? (See Below)
 AG9971
 AG9971.The horizontal coordinates were established by classical geodetic methods
 AG9971.and adjusted by the National Geodetic Survey in July 1998..
 AG9971
 AG9971.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9971.The vertical order pertains to the NGVD 29 superseded value.
 AG9971
 AG9971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9971
 AG9971.The geoid height was determined by GEOID03.
 AG9971
 AG9971;                    North         East     Units Scale Factor Converg.
 AG9971;SPC TX C     - 3,093,141.267   973,106.293   MT  0.99992360   +1 27 54.7
 AG9971;SPC TX C     -10,148,080.97  3,192,599.56   sFT  0.99992360   +1 27 54.7
 AG9971;UTM  14      - 3,372,432.205   645,076.298   MT  0.99985965   +0 45 59.9
 AG9971
 AG9971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9971!SPC TX C     -   0.99997403  x   0.99992360  =   0.99989763
 AG9971!UTM  14      -   0.99997403  x   0.99985965  =   0.99983368
 AG9971
 AG9971                          SUPERSEDED SURVEY CONTROL
 AG9971
 AG9971  NGVD 29 (07/28/98)  191.37   (m)          627.9    (f) LEVELING    3  
 AG9971
 AG9971.Superseded values are not recommended for survey control.
 AG9971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9971.See file dsdata.txt to determine how the superseded data were derived.
 AG9971
 AG9971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4507672432(NAD 83)
 AG9971_MARKER: DD = SURVEY DISK
 AG9971_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9971
 AG9971  HISTORY     - Date     Condition        Report By
 AG9971  HISTORY     - 1954     MONUMENTED       USGS
 AG9971
 AG9971                          STATION DESCRIPTION
 AG9971
 AG9971'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9971'STATION FOUND BY USGS IN 1954 AS DESCRIBED BY USED IN 1947.  STATION
 AG9971'MARK RECOVERED IN GOOD CONDITION.
 AG9971'FOLLOWING DESCRIPTION BY USED IN 1947
 AG9971'SET ON PROPERTY OF H.W. SANDS AND OCCUPIED BY H.M. WALKER, IN SW.
 AG9971'CORNER OF PASTURE W. OF RESIDENCE OF WALKER AND 195.9 FT. E. OF SE.
 AG9971'CORNER OF CONCRETE STEP OF RESIDENCE OF M.A. BARNES, 3.1 FT. NE. OF
 AG9971'CORNER POST, 30 FT. N. OF CENTERLINE OF RD. AND 54.8 FT. E. OF FENCE
 AG9971'CORNER.
 AG9971'TO REACH FROM RICES CROSSING, DRIVE W. FOR 2.85 MI. TO A T-RD. LEFT AT
 AG9971'RICKARDS STORE, TURN LEFT AND CONTINUE FOR 1.25 MI. TO A T-RD. LEFT,
 AG9971'TURN LEFT AND DRIVE E. 0.85 MI. TO A T-RD. INTERSECTION, TURN LEFT AND
 AG9971'GO 0.05 MI. TO A FENCE CORNER AT A SHARP BEND IN THE RD. AND MONUMENT.
 AG9971'STATION MARK--STANDARD U.S.E.D. TABLET STAMPED---SANDS 1947---, SET IN
 AG9971'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2724 ***********************************************************************
 AX2724  DESIGNATION -  SANDY
 AX2724  PID         -  AX2724
 AX2724  STATE/COUNTY-  TX/WHARTON
 AX2724  USGS QUAD   -  GANADO NE (1981)
 AX2724
 AX2724                         *CURRENT SURVEY CONTROL
 AX2724  ___________________________________________________________________
 AX2724* NAD 83(1993)-  29 11 02.86624(N)    096 32 46.57084(W)     ADJUSTED  
 AX2724* NAVD 88     -        29.9    (meters)      98.     (feet)  VERTCON   
 AX2724  ___________________________________________________________________
 AX2724  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AX2724  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX2724
 AX2724  HORZ ORDER  -  SECOND
 AX2724
 AX2724.The horizontal coordinates were established by classical geodetic methods
 AX2724.and adjusted by the National Geodetic Survey in February 1996..
 AX2724
 AX2724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2724
 AX2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2724
 AX2724.The geoid height was determined by GEOID03.
 AX2724
 AX2724;                    North         East     Units Scale Factor Converg.
 AX2724;SPC TXSC     - 4,152,207.322   838,614.526   MT  0.99986668   +1 12 07.6
 AX2724;SPC TXSC     -13,622,700.19  2,751,354.49   sFT  0.99986668   +1 12 07.6
 AX2724;UTM  14      - 3,230,878.202   738,606.914   MT  1.00030260   +1 11 49.4
 AX2724
 AX2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2724!SPC TXSC     -   0.99999960  x   0.99986668  =   0.99986628
 AX2724!UTM  14      -   0.99999960  x   1.00030260  =   1.00030220
 AX2724
 AX2724|---------------------------------------------------------------------|
 AX2724| PID    Reference Object                     Distance      Geod. Az  |
 AX2724|                                                           dddmmss.s |
 AX2724| AX2725 SANDY 1954 RM 1                      26.487 METERS 08214     |
 AX2724| AX2700 LOUISE MUN TANK                     APPROX.15.7 KM 1220341.4 |
 AX2724| AX2727 SANDY 1954 AZ MK                    APPROX. 0.7 KM 1803523.2 |
 AX2724| CV6757 SANDY RM 2                           26.045 METERS 21141     |
 AX2724| AX2726 SANDY RM 3                           10.476 METERS 26608     |
 AX2724|---------------------------------------------------------------------|
 AX2724
 AX2724                          SUPERSEDED SURVEY CONTROL
 AX2724
 AX2724  NAD 83(1986)-  29 11 02.88038(N)    096 32 46.55716(W) AD(       ) 2
 AX2724  NAD 27      -  29 11 01.96891(N)    096 32 45.66163(W) AD(       ) 2
 AX2724  NGVD 29 (07/19/86)   29.9    (m)           98.     (f) VERT ANG       
 AX2724
 AX2724.Superseded values are not recommended for survey control.
 AX2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2724.See file dsdata.txt to determine how the superseded data were derived.
 AX2724
 AX2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3860730878(NAD 83)
 AX2724_MARKER: DS = TRIANGULATION STATION DISK
 AX2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2724
 AX2724  HISTORY     - Date     Condition        Report By
 AX2724  HISTORY     - 1954     MONUMENTED       CGS
 AX2724  HISTORY     - 1962     GOOD             USGS
 AX2724  HISTORY     - 1963     GOOD             CGS
 AX2724  HISTORY     - 1980     GOOD             NGS
 AX2724
 AX2724                          STATION DESCRIPTION
 AX2724
 AX2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2724'THE STATION IS LOCATED ABOUT 16 MILES WEST OF EL CAMPO, 10 MILES
 AX2724'NORTH OF GANADO, 1.5 MILE NORTH OF SANDY CREEK AND NEAR THE NORTHWEST
 AX2724'CORNER OF A LARGE PASTURE ON THE PROPERTY OF MR. J.H. GOFF.
 AX2724'
 AX2724'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59, STATE
 AX2724'HIGHWAY 172 AND FARM ROAD 710 IN GANADO, GO NORTH ON FARM ROAD 710
 AX2724'FOR 4.4 MILES TO THE END OF THE PAVEMENT.  CONTINUE AHEAD, IN A
 AX2724'GENERALLY NORTH DIRECTION FOR 5.2 MILES TO THE SANDY CREEK
 AX2724'BRIDGE.  KEEP STRAIGHT AHEAD FOR 1.5 MILES TO THE DRIVEWAY OF
 AX2724'MR. J H GOFF ON THE RIGHT.  CROSS CATTLE GUARD THENCE LEFT TO THE
 AX2724'NORTHWEST CORNER OF THE PASTURE AND THE STATION SITE.  TO REACH THE
 AX2724'AZIMUTH MARK FROM THE STATION GO SOUTH TO THE SOUTHWEST CORNER
 AX2724'OF THE PASTURE TO THE NORTH EDGE OF A GROVE OF TREES AND THE MARK
 AX2724'DESCRIBED.
 AX2724'
 AX2724'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2724'FLUSH.  IT IS 78 FEET EAST OF THE CENTERLINE OF THE ROAD, 45 FEET
 AX2724'EAST OF THE ROAD RIGHT-OF-WAY FENCELINE, 67 FEET EAST-SOUTHEAST OF
 AX2724'THE EAST END OF A CULVERT AND 12 FEET SOUTH OF AN EAST-WEST FENCELINE
 AX2724'AND WITNESS POST.  THE MARK IS STAMPED SANDY 1954.
 AX2724'
 AX2724'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2724'PROJECTING 6 INCHES.  IT IS 1 FOOT SOUTH OF AN EAST-WEST FENCELINE.
 AX2724'THE MARK IS STAMPED SANDY NO 1 1954.
 AX2724'
 AX2724'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2724'PROJECTING 8 INCHES.  IT IS 83 FEET SOUTH OF A T-TYPE FENCE
 AX2724'INTERSECTION, 32 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 AX2724'EAST OF THE ROAD RIGHT-OF-WAY FENCELINE.  THE MARK IS STAMPED
 AX2724'SANDY NO 2 1954.
 AX2724'
 AX2724'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2724'PROJECTING 6 INCHES.  IT IS IN THE SOUTHWEST CORNER OF A LARGE
 AX2724'PASTURE, 0.2 MILE SOUTH OF THE DRIVEWAY LEADING TO MR. GOFFS RANCH,
 AX2724'31 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 AX2724'WITNESS POST AND 1 FOOT EAST OF THE ROAD RIGHT-OF-WAY FENCELINE.
 AX2724'THE MARK IS STAMPED SANDY 1954.
 AX2724'
 AX2724'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 AX2724
 AX2724                          STATION RECOVERY (1962)
 AX2724
 AX2724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX2724'STATION MARK--A STANDARD USC AND GS DISK SET IN SQUARE CONCRETE POST,
 AX2724'STAMPED ---SANDY 1954---.
 AX2724
 AX2724                          STATION RECOVERY (1963)
 AX2724
 AX2724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2724'STATION, REFERENCE MARKS NO 1 AND 2 AND THE AZIMUTH MARK WERE
 AX2724'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 AX2724'TO STATION SITE ARE CORRECT.
 AX2724
 AX2724                          STATION RECOVERY (1980)
 AX2724
 AX2724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2724'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 AX2724'GOOD CONDITION.  THE SURFACE DISK FOR THE STATION HAS BEEN
 AX2724'DESTROYED BUT THE UNDERGROUND DISK WAS FOUND IN GOOD CONDITION.
 AX2724'THE FOLLOWING COMPARISONS WERE MADE TO THE 1954 DATA BY I.T.S.
 AX2724'THE DISTANCE TO REFERENCE MARK 1 WAS NOTED TO BE SHORTER BY
 AX2724'0.010 METER AND THE DISTANCE TO REFERENCE MARK 2 WAS NOTED
 AX2724'TO BE LONGER BY 0.036 METER.  THE DIRECTION BETWEEN REFERENCE
 AX2724'MARK 1 AND REFERENCE MARK 2 WAS NOTED TO BE LARGER BY 3 MINUTES
 AX2724'AND 41 SECONDS.
 AX2724'
 AX2724'THE STATION IS LOCATED ABOUT 16 MILES WEST OF EL CAMPO, 15-1/2
 AX2724'MILES NORTHEAST OF EDNA AND 10 MILES NORTH OF GANADO.  THE
 AX2724'PROPERTY IS OWNED BY MR. E.G. GOFF, (PHONE NUMBER 713-543-3151).
 AX2724'TO REACH THE PROPERTY OWNERS RESIDENCE FROM THE STATION, GO
 AX2724'NORTH ON THE GRAVEL ROAD FOR 2-1/2 MILES TO A BRICK HOUSE ON THE
 AX2724'RIGHT.
 AX2724'
 AX2724'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 AX2724'FARM ROAD 710 IN THE NORTH EDGE OF GANADO, GO NORTHERLY ON
 AX2724'FARM ROAD 710 FOR 9.6 MILES TO THE SANDY CREEK BRIDGE.  CONTINUE
 AX2724'AHEAD FOR 0.2 MILE TO THE END OF PAVEMENT.  CONTINUE AHEAD NORTH
 AX2724'ON A GRAVEL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AX2724'CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.45 MILE TO A WIRE GATE
 AX2724'ON THE RIGHT AND THE STATION AS DESCRIBED.
 AX2724'
 AX2724'THE STATION IS A STANDARD U.S.C. AND G.S. DISK
 AX2724'STAMPED---SANDY 1954---,
 AX2724'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 10 CM IN DIAMETER
 AX2724'RECESSED 0.36 CM BELOW THE GROUND.  IT IS LOCATED
 AX2724'78 FEET EAST FROM THE CENTER OF A GRAVEL ROAD,
 AX2724'55 FEET NORTHEAST FROM A POWERLINE POLE AND
 AX2724'12 FEET SOUTH FROM AN EAST-WEST FENCE.
 AX2724'
 AX2724'REFERENCE MARK 1 IS A STANDARD U.S.C. AND G.S. DISK
 AX2724'STAMPED---SANDY NO 1 1954---,
 AX2724'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX2724'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2724'162 FEET EAST FROM THE CENTER OF A GRAVEL ROAD,
 AX2724'2 FEET EAST-SOUTHEAST FROM A METAL WITNESS POST AND
 AX2724'0.5 FEET SOUTH FROM AN EAST-WEST FENCE.
 AX2724'MARK IS ABOVE STATION 1.0 METERS.
 AX2724'
 AX2724'REFERENCE MARK NUMBER 2 IS A STANDARD U.S.C. AND G.S. DISK
 AX2724'STAMPED---SANDY NO 2 1954---,
 AX2724'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX2724'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2724'41 FEET SOUTH FROM A POWERLINE POLE,
 AX2724'30 FEET EAST FROM THE CENTER OF A GRAVEL ROAD,
 AX2724'3.5 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND
 AX2724'1.0 FEET EAST FROM A NORTH-SOUTH FENCE.
 AX2724'MARK IS ABOVE STATION 0.30 METERS.
 AX2724'
 AX2724'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AX2724'STAMPED---SANDY 1954 NO 3 1979---,
 AX2724'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AX2724'FLUSH WITH GROUND.  IT IS LOCATED
 AX2724'43 FEET EAST FROM THE CENTER OF A GRAVEL ROAD,
 AX2724'32 FEET NORTH-NORTHEAST FROM A POWERLINE POLE,
 AX2724'19 FEET SOUTH-SOUTHEAST FROM A FENCE CORNER AND
 AX2724'14 FEET NORTH-NORTHEAST FROM A METAL WITNESS POST.  THE
 AX2724'UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 AX2724'STAMPED---SANDY 1954 NO 3 1979---, SET INTO THE TOP OF AN
 AX2724'IRREGULAR MASS OF CONCRETE ABOUT 1.0 METERS BELOW THE SURFACE.
 AX2724'MARK IS ABOVE STATION 0.60 METERS.
 AX2724'
 AX2724'AZIMUTH MARK NUMBER 1 IS A STANDARD U.S.C. AND G.S. DISK
 AX2724'STAMPED---SANDY 1954---,
 AX2724'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX2724'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2724'32 FEET EAST FROM THE CENTER OF A GRAVEL ROAD,
 AX2724'15.5 FEET SOUTH FROM A FENCE  CORNER,
 AX2724'2.8 FEET NORTH FROM A WOODEN WITNESS POST AND
 AX2724'1.0 FEET EAST FROM A NORTH-SOUTH FENCE.
 AX2724'
 AX2724'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AX2724'
 AX2724'A TAPE TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK 3
 AX2724'USING STANDARDIZED TAPES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0790 ***********************************************************************
 EN0790  DESIGNATION -  SANDY
 EN0790  PID         -  EN0790
 EN0790  STATE/COUNTY-  TX/DONLEY
 EN0790  USGS QUAD   -  CLARENDON (1982)
 EN0790
 EN0790                         *CURRENT SURVEY CONTROL
 EN0790  ___________________________________________________________________
 EN0790* NAD 83(1993)-  34 53 49.33758(N)    100 56 08.61166(W)     ADJUSTED  
 EN0790* NAVD 88     -       891.     (meters)    2923.     (feet)  VERTCON   
 EN0790  ___________________________________________________________________
 EN0790  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EN0790  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EN0790
 EN0790  HORZ ORDER  -  FIRST
 EN0790
 EN0790.The horizontal coordinates were established by classical geodetic methods
 EN0790.and adjusted by the National Geodetic Survey in February 1996..
 EN0790
 EN0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0790
 EN0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0790
 EN0790.The geoid height was determined by GEOID03.
 EN0790
 EN0790;                    North         East     Units Scale Factor Converg.
 EN0790;SPC TX N     - 1,099,662.349   251,573.271   MT  0.99995192   +0 19 37.3
 EN0790;SPC TX N     - 3,607,808.89    825,369.97   sFT  0.99995192   +0 19 37.3
 EN0790;UTM  14      - 3,863,334.790   323,129.154   MT  0.99998557   -1 06 27.8
 EN0790
 EN0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0790!SPC TX N     -   0.99986436  x   0.99995192  =   0.99981628
 EN0790!UTM  14      -   0.99986436  x   0.99998557  =   0.99984993
 EN0790
 EN0790:                Primary Azimuth Mark                     Grid Az
 EN0790:SPC TX N     -  JERICO FORTINBERRY ELEVATOR              004 29 32.6
 EN0790:UTM  14      -  JERICO FORTINBERRY ELEVATOR              005 55 37.7
 EN0790
 EN0790|---------------------------------------------------------------------|
 EN0790| PID    Reference Object                     Distance      Geod. Az  |
 EN0790|                                                           dddmmss.s |
 EN0790| FL1999 JERICO FORTINBERRY ELEVATOR         APPROX.30.7 KM 0044909.9 |
 EN0790| EN0793 CLARENDON CABLE TV MAST             APPROX. 5.5 KM 0285719.6 |
 EN0790| EN0789 CLARENDON ELEVATED WATER TANK       APPROX. 5.6 KM 0303031.7 |
 EN0790| EN0794 CLARENDON DONLEY CO TV RLY MST      APPROX. 0.8 KM 0375859.4 |
 EN0790| CX8151 SANDY AZ MK                                        0394815.7 |
 EN0790| EN0791 CLARENDON GRAIN CO ELEVATOR         APPROX. 6.4 KM 0404752.3 |
 EN0790| CX8152 SANDY AZ MK 2                                      0461042.6 |
 EN0790| CX8153 SANDY RM 1                           13.270 METERS 04818     |
 EN0790| EN0788 BRUMLEY                              16.261 METERS 19924     |
 EN0790| CX8154 SANDY RM 2                           21.651 METERS 30508     |
 EN0790|---------------------------------------------------------------------|
 EN0790
 EN0790                          SUPERSEDED SURVEY CONTROL
 EN0790
 EN0790  NAD 83(1993)-  34 53 49.33998(N)    100 56 08.60892(W) AD(       ) 1
 EN0790  NAD 83(1986)-  34 53 49.34330(N)    100 56 08.60402(W) AD(       ) 1
 EN0790  NAD 27      -  34 53 49.16000(N)    100 56 07.07600(W) AD(       ) 1
 EN0790  NGVD 29 (01/19/93)  891.     (m)         2923.     (f) VERT ANG       
 EN0790
 EN0790.Superseded values are not recommended for survey control.
 EN0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0790.See file dsdata.txt to determine how the superseded data were derived.
 EN0790
 EN0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2312963335(NAD 83)
 EN0790_MARKER: DS = TRIANGULATION STATION DISK
 EN0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0790+STABILITY: SURFACE MOTION
 EN0790
 EN0790  HISTORY     - Date     Condition        Report By
 EN0790  HISTORY     - 1951     MONUMENTED       CGS
 EN0790  HISTORY     - 1956     GOOD             CGS
 EN0790  HISTORY     - 1958     POOR             CGS
 EN0790  HISTORY     - 1962     GOOD             USGS
 EN0790  HISTORY     - 1964     GOOD             CGS
 EN0790
 EN0790                          STATION DESCRIPTION
 EN0790
 EN0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0790'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF CLARENDON,
 EN0790'49 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A GRADED
 EN0790'DIRT ROAD, 44 FEET NORTH OF THE NORTHEAST CORNER OF A GRANARY,
 EN0790'AND 18 FEET NORTHWEST OF A FENCE CORNER.  THE MARK PROJECTS
 EN0790'4 INCHES, AND THE DISK IS STAMPED SANDY 1951.
 EN0790'
 EN0790'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF A POWER LINE, GUY
 EN0790'POLE AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 5
 EN0790'INCHES, AND THE DISK IS STAMPED SANDY NO 1 1951.
 EN0790'
 EN0790'REFERENCE MARK NO. 2 IS 28 FEET SOUTHWEST OF A POWER LINE POLE
 EN0790'AND 15 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GRADED
 EN0790'DIRT ROAD.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 EN0790'SANDY NO 2 1951.
 EN0790'
 EN0790'THE AZIMUTH MARK IS 42 FEET WEST OF A POWER LINE GUY POLE,
 EN0790'29 FEET NORTH OF THE APPROXIMATE CENTER OF A GRADED DIRT
 EN0790'ROAD, 13 FEET EAST OF A WITNESS POST, AND 2 FEET SOUTH OF A
 EN0790'FENCE LINE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 EN0790'STAMPED SANDY 1951.
 EN0790'
 EN0790'TRIANGULATION STATION BRUMLEY 1921 IS BENEATH A GRANARY FLOOR.
 EN0790'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 EN0790'BRUMLEY 1921.
 EN0790'
 EN0790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 EN0790'STATE ROUTE 70 IN CLARENDON GO EAST FOR 0.2 MILE TO A STREET
 EN0790'ON THE RIGHT, TURN RIGHT, AND GO SOUTH FOR 0.65 MILE TO A CROSS
 EN0790'ROAD, TURN RIGHT AND GO WEST FOR 1 MILE TO A T-ROAD, LEFT,
 EN0790'TURN LEFT AND GO SOUTH FOR 2.1 MILES TO A CROSS ROAD, TURN
 EN0790'RIGHT AND GO WEST FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 EN0790'RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.3 MILE, THEN SOUTH
 EN0790'FOR 0.6 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EN0790
 EN0790                          STATION RECOVERY (1956)
 EN0790
 EN0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 EN0790'THE STATION AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION AS
 EN0790'DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 EN0790'CORRECT.
 EN0790
 EN0790                          STATION RECOVERY (1958)
 EN0790
 EN0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KAM)
 EN0790'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 EN0790'2 WERE RECOVERED.  THE REFERENCE MARKS WERE FOUND IN GOOD
 EN0790'CONDITION.  THE STATION MARK WAS FOUND TO PROJECT 18 INCHES
 EN0790'AND LEANING JUST SLIGHTLY.  TO PRESERVE ITS VALUE IT WAS
 EN0790'REINFORCED BY THIS UNIT.
 EN0790'
 EN0790'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 EN0790'
 EN0790'THE ROADS HAVE BEEN CHANGED.  A NEW TO REACH FOLLOWS.
 EN0790'
 EN0790'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CLARENDON GO
 EN0790'SOUTH ON THE MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 287
 EN0790'AND STATE HIGHWAY 70.  TURN RIGHT AND GO WEST ON HIGHWAYS
 EN0790'287 AND 70 FOR 0.4 MILE TO THE JUNCTION WITH FARM ROAD 2362,
 EN0790'TURN LEFT AND GO SOUTH ON FARM ROAD 2362 FOR 0.2 MILE TO THE
 EN0790'JUNCTION WITH FARM ROAD 2162.  CONTINUE SOUTH ON FARM ROAD
 EN0790'2162, WHICH IS PAVED AND GOES IN A SOUTH AND WEST DIRECTION,
 EN0790'FOR 4.2 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON THE
 EN0790'GRADED ROAD FOR 0.5 MILE TO THE STATION MARK ON THE LEFT AT A
 EN0790'CURVE IN THE ROAD.
 EN0790
 EN0790                          STATION RECOVERY (1962)
 EN0790
 EN0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EN0790'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34100-4, STATION 1012.
 EN0790'
 EN0790'RECOVERED BY USGS IN 1962.
 EN0790'
 EN0790'STATION MARK--USC AND GS STANDARD DISK STAMPED---SANDY 1951---, SET
 EN0790'IN CONCRETE POST PROJECTING 4 IN.
 EN0790
 EN0790                          STATION RECOVERY (1964)
 EN0790
 EN0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0790'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED, THE AZIMUTH
 EN0790'MARK WAS SEARCHED FOR AND COULD NOT BE FOUND.  TRIANGULATION STATION
 EN0790'BRUMLEY 1921 IS UNDER THE FLOOR OF A BUILDING AND WAS NOT
 EN0790'RECOVERED.  A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK 1 WAS
 EN0790'NOTED.  A NEW AZIMUTH MARK WAS SET.  FOLLOWING IS A NEW COMPLETE
 EN0790'DESCRIPTION.
 EN0790'
 EN0790'THE STATION IS ABOUT 10 MILES SOUTHEAST OF ASHTOLA AND 4 MILES
 EN0790'SOUTHWEST OF CLARENDON, NEAR AN OLD FARM BUILDING.
 EN0790'
 EN0790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 EN0790'ROAD 2162 IN THE WEST EDGE OF CLARENDON, GO SOUTH AND WEST ON FARM
 EN0790'ROAD 2162 FOR 4.15 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EN0790'WEST ON ROAD FOR 0.45 MILE TO A DIRT SIDE ROAD LEFT.  TURN LEFT
 EN0790'AND GO SOUTH ON DIRT ROAD FOR 0.45 MILE TO THE STATION ON THE
 EN0790'LEFT.
 EN0790'
 EN0790'STATION MARK IS A STANDARD DISK, STAMPED SANDY 1951, SET IN THE TOP
 EN0790'OF A 10 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS 63
 EN0790'FEET SOUTHEAST OF A TRANSFORMER POLE, 48 FEET SOUTHEAST OF THE
 EN0790'CENTERLINE OF A DIRT ROAD AT A CURVE IN THE ROAD, 20 FEET
 EN0790'NORTH-NORTHWEST OF A FENCE CORNER POST AND 3.1 FEET NORTH OF A
 EN0790'WITNESS POST.
 EN0790'
 EN0790'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SANDY NO 1 1951, SET IN
 EN0790'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 EN0790'IS 70 FEET EAST-SOUTHEAST OF THE TRANSFORMER POLE, 64 FEET EAST OF
 EN0790'THE CENTERLINE OF THE DIRT ROAD AT THE CURVE, 1 FOOT WEST OF A
 EN0790'FENCE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 EN0790'
 EN0790'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SANDY NO 2 1951, SET IN
 EN0790'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 EN0790'93 FEET EAST-SOUTHEAST OF THE SOUTHEAST LEG OF AN OLD WINDMILL,
 EN0790'28 FEET WEST-SOUTHWEST OF THE TRANSFORMER POLE, 28 FEET
 EN0790'WEST-NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD AT THE CURVE AND
 EN0790'ABOUT 3 FEET LOWER THAN THE STATION.
 EN0790'
 EN0790'AZIMUTH MARK IS A STANDARD DISK, STAMPED SANDY 1951 RESET 1964, SET
 EN0790'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0790'IS 42 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 11 FEET WEST OF
 EN0790'THE WEST GATE POST OF A WHITE BOARD GATE, 3 FEET WEST OF A WITNESS
 EN0790'POST AND SET IN A FENCE LINE.
 EN0790'
 EN0790'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1316 ***********************************************************************
 CR1316  DESIGNATION -  SANDY
 CR1316  PID         -  CR1316
 CR1316  STATE/COUNTY-  TX/HENDERSON
 CR1316  USGS QUAD   -  STOCKARD (1984)
 CR1316
 CR1316                         *CURRENT SURVEY CONTROL
 CR1316  ___________________________________________________________________
 CR1316* NAD 83(1993)-  32 20 50.46015(N)    095 55 10.89885(W)     ADJUSTED  
 CR1316* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 CR1316  ___________________________________________________________________
 CR1316  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CR1316  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR1316
 CR1316  HORZ ORDER  -  SECOND
 CR1316
 CR1316.The horizontal coordinates were established by classical geodetic methods
 CR1316.and adjusted by the National Geodetic Survey in February 1996..
 CR1316
 CR1316.The orthometric height was scaled from a topographic map.
 CR1316
 CR1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1316
 CR1316.The geoid height was determined by GEOID03.
 CR1316
 CR1316;                    North         East     Units Scale Factor Converg.
 CR1316;SPC TXNC     - 2,078,464.841   842,860.392   MT  0.99994760   +1 24 26.2
 CR1316;SPC TXNC     - 6,819,096.73  2,765,284.47   sFT  0.99994760   +1 24 26.2
 CR1316;UTM  15      - 3,582,685.943   225,212.811   MT  1.00053125   -1 33 47.4
 CR1316;UTM  14      - 3,583,109.983   789,909.279   MT  1.00063658   +1 38 57.4
 CR1316
 CR1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1316!SPC TXNC     -   0.99997214  x   0.99994760  =   0.99991974
 CR1316!UTM  15      -   0.99997214  x   1.00053125  =   1.00050337
 CR1316!UTM  14      -   0.99997214  x   1.00063658  =   1.00060870
 CR1316
 CR1316:                Primary Azimuth Mark                     Grid Az
 CR1316:SPC TXNC     -  SANDY AZ MK                              054 49 59.3
 CR1316:UTM  15      -  SANDY AZ MK                              057 48 12.9
 CR1316:UTM  14      -  SANDY AZ MK                              054 35 28.1
 CR1316
 CR1316|---------------------------------------------------------------------|
 CR1316| PID    Reference Object                     Distance      Geod. Az  |
 CR1316|                                                           dddmmss.s |
 CR1316| CY2209 SANDY AZ MK                                        0561425.5 |
 CR1316| CY2210 SANDY RM 1                           23.686 METERS 16950     |
 CR1316| CY2211 SANDY RM 2                           19.038 METERS 25909     |
 CR1316|---------------------------------------------------------------------|
 CR1316
 CR1316                          SUPERSEDED SURVEY CONTROL
 CR1316
 CR1316  NAD 83(1986)-  32 20 50.46773(N)    095 55 10.88312(W) AD(       ) 2
 CR1316  NAD 27      -  32 20 49.94800(N)    095 55 10.00000(W) AD(       ) 2
 CR1316
 CR1316.Superseded values are not recommended for survey control.
 CR1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1316.See file dsdata.txt to determine how the superseded data were derived.
 CR1316
 CR1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR2521382686(NAD 83)
 CR1316_MARKER: DS = TRIANGULATION STATION DISK
 CR1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1316
 CR1316  HISTORY     - Date     Condition        Report By
 CR1316  HISTORY     - 1949     MONUMENTED       CGS
 CR1316
 CR1316                          STATION DESCRIPTION
 CR1316
 CR1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1316'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF EUSTACE AND
 CR1316'11-3/4 MILES NORTH-NORTHWEST OF ATHENS.  ON THE HIGHEST PART
 CR1316'AND NORTH END OF A SANDY WOODED RIDGE.  IT IS 24 FEET NORTHEAST
 CR1316'OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTHEAST
 CR1316'SIDE AND 16 FEET NORTHWEST OF AN UNPAINTED WITNESS POST.
 CR1316'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 CR1316'SANDY 1949.
 CR1316'
 CR1316'REFERENCE MARK NO. 1 IS NEAR THE TOP OF THE RIDGE, JUST EAST
 CR1316'OF THE TRACK ROAD TO THE STATION, 6 FEET NORTHWEST OF A
 CR1316'BLAZED OAK TREE AND 12 FEET SOUTHWEST OF TWO OAK TREES CLOSE
 CR1316'TOGETHER.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC
 CR1316'IS STAMPED, SANDY NO. 1 1949.
 CR1316'
 CR1316'REFERENCE MARK NO. 2 IS ON THE WESTERN SLOPE OF THE RIDGE,
 CR1316'ABOUT 6 FEET LOWER THAN THE STATION MARK.  6 FEET NORTH OF
 CR1316'A 10 INCH OAK TREE WITH A BLAZE ON THE NORTHEAST SIDE.  THE
 CR1316'MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED, SANDY
 CR1316'NO. 2 1949.
 CR1316'
 CR1316'AZIMUTH MARK IS IN THE VALLEY EAST OF THE RIDGE THE STATION
 CR1316'IS ON AND NEAR A TRACK ROAD.  ABOUT 6 FEET EAST OF THE ROAD,
 CR1316'6 FEET NORTHWEST OF A LONE OAK TREE AND 2 FEET WEST OF AN
 CR1316'UNPAINTED WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 CR1316'AND THE DISC IS STAMPED SANDY 1949.
 CR1316'
 CR1316'THE STATION WAS REACHED FROM THE INTERSECTION OF THE MAIN
 CR1316'STREET IN EUSTACE AND U.S. HIGHWAY 175 BY GOING NORTHERLY
 CR1316'ON BLACK-TOP ROAD FOR 5.5 MILES TO THE END OF THE BLACK TOP
 CR1316'AND A T-INTERSECTION OF ROADS.  TURN RIGHT ON GRADED DIRT
 CR1316'ROAD FOR 1.3 MILES TO CROSSROADS, THENCE RIGHT OR EAST AND
 CR1316'FOLLOW WINDING ROAD EASTERLY FOR 2.8 MILE TO THE JUNCTION
 CR1316'OF THREE ROADS.  CONTINUE EASTERLY FOR 0.3 MILES TO A GATE
 CR1316'ON THE LEFT.  TURN LEFT, THRU GATE AND FOLLOW TRACK ROAD
 CR1316'0.7 MILE TO A FARMHOUSE.  PASS THRU FARMYARD TO THE NORTHWEST
 CR1316'CORNER OF THE YARD AND A GATE.  THENCE FOLLOW MAIN TRACK
 CR1316'ROAD, NORTHERLY, PASSING THRU FOUR GATES, FOR 1.5 MILES TO
 CR1316'THE TOP OF THE RIDGE.  HERE TURN LEFT AND FOLLOW TOP OF THE
 CR1316'RIDGE FOR ABOUT 0.4 MILE TO THE END OF THE RIDGE AND THE
 CR1316'STATION SITE.
 CR1316'
 CR1316'TO REACH THE AZIMUTH MARK FROM THE TOP OF THE RIDGE AND LEFT
 CR1316'TURN MENTIONED ABOVE, CONTINUE ON TRACK ROAD, DOWN GRADE,
 CR1316'FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED ABOVE.
 CR1316'
 CR1316'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2727 ***********************************************************************
 AX2727  DESIGNATION -  SANDY 1954 AZ MK
 AX2727  PID         -  AX2727
 AX2727  STATE/COUNTY-  TX/WHARTON
 AX2727  USGS QUAD   -  GANADO NE (1981)
 AX2727
 AX2727                         *CURRENT SURVEY CONTROL
 AX2727  ___________________________________________________________________
 AX2727* NAD 83(1993)-  29 10 41.64134(N)    096 32 46.81980(W)     ADJUSTED  
 AX2727* NAVD 88     -        29.9    (meters)      98.     (feet)  VERTCON   
 AX2727  ___________________________________________________________________
 AX2727  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AX2727  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX2727
 AX2727  HORZ ORDER  -  SECOND
 AX2727
 AX2727.The horizontal coordinates were established by classical geodetic methods
 AX2727.and adjusted by the National Geodetic Survey in February 1996..
 AX2727
 AX2727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2727
 AX2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2727
 AX2727.The geoid height was determined by GEOID03.
 AX2727
 AX2727;                    North         East     Units Scale Factor Converg.
 AX2727;SPC TXSC     - 4,151,553.928   838,621.509   MT  0.99986696   +1 12 07.5
 AX2727;SPC TXSC     -13,620,556.51  2,751,377.40   sFT  0.99986696   +1 12 07.5
 AX2727;UTM  14      - 3,230,224.523   738,613.841   MT  1.00030264   +1 11 48.5
 AX2727
 AX2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2727!SPC TXSC     -   0.99999960  x   0.99986696  =   0.99986656
 AX2727!UTM  14      -   0.99999960  x   1.00030264  =   1.00030224
 AX2727
 AX2727                          SUPERSEDED SURVEY CONTROL
 AX2727
 AX2727  NAD 83(1986)-  29 10 41.65550(N)    096 32 46.80606(W) AD(       ) 2
 AX2727  NAD 27      -  29 10 40.74332(N)    096 32 45.91056(W) AD(       ) 2
 AX2727  NGVD 29 (07/19/86)   29.9    (m)           98.     (f) VERT ANG       
 AX2727
 AX2727.Superseded values are not recommended for survey control.
 AX2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2727.See file dsdata.txt to determine how the superseded data were derived.
 AX2727
 AX2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3861430225(NAD 83)
 AX2727_MARKER: DZ = AZIMUTH MARK DISK
 AX2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2727_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AX2727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2727+STABILITY: SURFACE MOTION
 AX2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2727+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 AX2727
 AX2727  HISTORY     - Date     Condition        Report By
 AX2727  HISTORY     - 1980     MONUMENTED       NGS
 AX2727  HISTORY     - 20041020 GOOD             INDIV
 AX2727
 AX2727                          STATION DESCRIPTION
 AX2727
 AX2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2727'THE STATION IS LOCATED ABOUT 16 MILES WEST OF EL CAMPO, 15 MILES
 AX2727'NORTHEAST OF EDNA, AND 9 1/2 MILES NORTH OF GANADO.  THE PROPERTY
 AX2727'IS OWNED BY MR. E.G. GOFF, PHONE NUMBER 713-543-3151.  TO REACH
 AX2727'THE RESIDENCE OF THE PROPERTY OWNER FROM THE STATION, GO NORTH
 AX2727'ON THE GRAVEL ROAD FOR 3 MILES TO A BRICK HOUSE ON THE RIGHT.
 AX2727'
 AX2727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 AX2727'FARM ROAD 710 IN THE NORTH EDGE OF GANADO, GO NORTHERLY ON FARM
 AX2727'ROAD 710 FOR 9.6 MILES TO SANDY CREEK BRIDGE.  CONTINUE AHEAD FOR
 AX2727'0.2 MILE TO THE END OF PAVEMENT.  CONTINUE NORTH ON A GRAVEL ROAD
 AX2727'FOR 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AX2727'
 AX2727'THE STATION IS A STANDARD U.S.C. AND G.S. AZIMUTH MARK DISK
 AX2727'STAMPED---SANDY 1954---,
 AX2727'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX2727'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2727'32 FEET EAST FROM THE CENTER OF GRAVEL ROAD,
 AX2727'15.5 FEET SOUTH FROM A FENCE CORNER,
 AX2727'2.8 FEET NORTH FROM A WOODEN WITNESS POST, AND
 AX2727'1 FOOT EAST FROM A NORTH-SOUTH FENCELINE.
 AX2727'THE UNDERGROUND MARK IS A STANDARD  U.S.C. AND G.S. DISK
 AX2727'STAMPED---SANDY 1954---,
 AX2727'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AX2727'
 AX2727'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO
 AX2727'REFERENCE MARKS WERE SET AT THIS STATION.
 AX2727'
 AX2727'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 AX2727'
 AX2727'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AX2727'SANDY 1954 RM 3 USING ELECTRONIC DISTANCE MEASURING
 AX2727'EQUIPMENT.
 AX2727
 AX2727                          STATION RECOVERY (2004)
 AX2727
 AX2727'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AX2727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2725 ***********************************************************************
 AX2725  DESIGNATION -  SANDY 1954 RM 1
 AX2725  PID         -  AX2725
 AX2725  STATE/COUNTY-  TX/WHARTON
 AX2725  USGS QUAD   -  GANADO NE (1981)
 AX2725
 AX2725                         *CURRENT SURVEY CONTROL
 AX2725  ___________________________________________________________________
 AX2725* NAD 83(1993)-  29 11 02.98252(N)    096 32 45.59950(W)     ADJUSTED  
 AX2725* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 AX2725  ___________________________________________________________________
 AX2725  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AX2725  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX2725
 AX2725  HORZ ORDER  -  SECOND
 AX2725
 AX2725.The horizontal coordinates were established by classical geodetic methods
 AX2725.and adjusted by the National Geodetic Survey in February 1996..
 AX2725
 AX2725.The orthometric height was scaled from a topographic map.
 AX2725
 AX2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2725
 AX2725.The geoid height was determined by GEOID03.
 AX2725
 AX2725;                    North         East     Units Scale Factor Converg.
 AX2725;SPC TXSC     - 4,152,211.451   838,640.685   MT  0.99986668   +1 12 08.1
 AX2725;SPC TXSC     -13,622,713.74  2,751,440.31   sFT  0.99986668   +1 12 08.1
 AX2725;UTM  14      - 3,230,882.331   738,633.085   MT  1.00030275   +1 11 49.9
 AX2725
 AX2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2725!SPC TXSC     -   0.99999959  x   0.99986668  =   0.99986627
 AX2725!UTM  14      -   0.99999959  x   1.00030275  =   1.00030234
 AX2725
 AX2725                          SUPERSEDED SURVEY CONTROL
 AX2725
 AX2725  NAD 83(1986)-  29 11 02.99666(N)    096 32 45.58577(W) AD(       ) 2
 AX2725  NAD 27      -  29 11 02.08522(N)    096 32 44.69045(W) AD(       ) 2
 AX2725
 AX2725.Superseded values are not recommended for survey control.
 AX2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2725.See file dsdata.txt to determine how the superseded data were derived.
 AX2725
 AX2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3863330882(NAD 83)
 AX2725_MARKER: DR = REFERENCE MARK DISK
 AX2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AX2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2725+STABILITY: SURFACE MOTION
 AX2725
 AX2725  HISTORY     - Date     Condition        Report By
 AX2725  HISTORY     - 1980     MONUMENTED       NGS
 AX2725
 AX2725                          STATION DESCRIPTION
 AX2725
 AX2725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2725'THE STATION IS LOCATED ABOUT 16 MILES WEST OF EL CAMPO, 15-1/2
 AX2725'MILES NORTHEAST OF EDNA AND 10 MILES NORTH OF GANADO.  THE
 AX2725'PROPERTY IS OWNED BY MR. E.G. GOFF, (PHONE NUMBER 713-543-3151).
 AX2725'TO REACH THE PROPERTY OWNERS RESIDENCE FROM THE STATION, GO
 AX2725'NORTH ON THE GRAVEL ROAD FOR 2-1/2 MILES TO A BRICK HOUSE ON THE
 AX2725'RIGHT.
 AX2725'
 AX2725'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 AX2725'FARM ROAD 710 IN THE NORTH EDGE OF GANADO, GO NORTHERLY ON
 AX2725'FARM ROAD 710 FOR 9.6 MILES TO THE SANDY CREEK BRIDGE.  CONTINUE
 AX2725'AHEAD FOR 0.2 MILE TO THE END OF PAVEMENT.  CONTINUE AHEAD NORTH
 AX2725'ON A GRAVEL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AX2725'CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.45 MILE TO A WIRE GATE
 AX2725'ON THE RIGHT AND THE STATION AS DESCRIBED.
 AX2725'
 AX2725'REFERENCE MARK 1 IS A STANDARD U.S.C. AND G.S. DISK
 AX2725'STAMPED---SANDY NO 1 1954---,
 AX2725'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX2725'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2725'162 FEET EAST FROM THE CENTER OF A GRAVEL ROAD,
 AX2725'2 FEET EAST-SOUTHEAST FROM A METAL WITNESS POST AND
 AX2725'0.5 FEET SOUTH FROM AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2370 ***********************************************************************
 AH2370  DESIGNATION -  SANDY ET
 AH2370  PID         -  AH2370
 AH2370  STATE/COUNTY-  TX/MARTIN
 AH2370  USGS QUAD   -  WOLCOTT RANCH (1966)
 AH2370
 AH2370                         *CURRENT SURVEY CONTROL
 AH2370  ___________________________________________________________________
 AH2370* NAD 83(1993)-  32 28 29.92996(N)    102 03 14.36230(W)     ADJUSTED  
 AH2370* NAVD 88     -       904.4    (meters)    2967.     (feet)  VERTCON   
 AH2370  ___________________________________________________________________
 AH2370  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AH2370  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AH2370
 AH2370  HORZ ORDER  -  THIRD
 AH2370
 AH2370.The horizontal coordinates were established by classical geodetic methods
 AH2370.and adjusted by the National Geodetic Survey in July 1998..
 AH2370
 AH2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2370
 AH2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2370
 AH2370.The geoid height was determined by GEOID03.
 AH2370
 AH2370;                    North         East     Units Scale Factor Converg.
 AH2370;SPC TXNC     - 2,095,284.792   266,004.611   MT  0.99992291   -1 56 18.0
 AH2370;SPC TXNC     - 6,874,280.19    872,716.79   sFT  0.99992291   -1 56 18.0
 AH2370;UTM  13      - 3,596,909.677   776,874.416   MT  1.00054543   +1 34 58.1
 AH2370;UTM  14      - 3,597,195.357   212,973.380   MT  1.00061604   -1 38 27.3
 AH2370
 AH2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2370!SPC TXNC     -   0.99986185  x   0.99992291  =   0.99978477
 AH2370!UTM  13      -   0.99986185  x   1.00054543  =   1.00040720
 AH2370!UTM  14      -   0.99986185  x   1.00061604  =   1.00047780
 AH2370
 AH2370                          SUPERSEDED SURVEY CONTROL
 AH2370
 AH2370  NGVD 29 (07/28/98)  904.1    (m)         2966.     (f) VERT ANG       
 AH2370
 AH2370.Superseded values are not recommended for survey control.
 AH2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2370.See file dsdata.txt to determine how the superseded data were derived.
 AH2370
 AH2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR7687496910(NAD 83)
 AH2370_MARKER: DS = TRIANGULATION STATION DISK
 AH2370
 AH2370  HISTORY     - Date     Condition        Report By
 AH2370  HISTORY     - 1966     MONUMENTED       USGS
 AH2370
 AH2370                          STATION DESCRIPTION
 AH2370
 AH2370'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2370'STATION IS SW. OF PATRICIA, TEXAS.  REACHED BY DRIVING 4.5 MI. SW.
 AH2370'FROM PATRICIA, TEXAS, ALONG STATE HIGHWAY 349 TO A GRADED DIRT RD. S.,
 AH2370'FOLLOW RD. S. 1.4 MI. TO CORNER, GRADED RD. TURNS E.  STATION IS W.
 AH2370'ALONG FENCE LINE 1120 FT. FROM RD. CORNER AND 4 FT. N. OF FENCE.
 AH2370'STATION IS ON THE HIGHEST OF SAND DUNES ALONG FENCE.
 AH2370'STATION MARK--STANDARD TABLET SET IN CONCRETE POST AND
 AH2370'STAMPED---SANDY-ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0641 ***********************************************************************
 BN0641  DESIGNATION -  SANDY HILL MICROWAVE RAD MAST
 BN0641  PID         -  BN0641
 BN0641  STATE/COUNTY-  TX/BLANCO
 BN0641  USGS QUAD   -  BLOWOUT (1967)
 BN0641
 BN0641                         *CURRENT SURVEY CONTROL
 BN0641  ___________________________________________________________________
 BN0641* NAD 83(1993)-  30 24 24.44469(N)    098 34 13.09463(W)     ADJUSTED  
 BN0641* NAVD 88     -                                                        
 BN0641  ___________________________________________________________________
 BN0641  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 BN0641  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BN0641
 BN0641  HORZ ORDER  -  THIRD
 BN0641
 BN0641.The horizontal coordinates were established by classical geodetic methods
 BN0641.and adjusted by the National Geodetic Survey in February 1996..
 BN0641
 BN0641
 BN0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0641
 BN0641.The geoid height was determined by GEOID03.
 BN0641
 BN0641;                    North         East     Units Scale Factor Converg.
 BN0641;SPC TX C     - 3,083,389.706   869,392.006   MT  0.99993521   +0 54 29.0
 BN0641;SPC TX C     -10,116,087.73  2,852,330.27   sFT  0.99993521   +0 54 29.0
 BN0641;UTM  14      - 3,363,940.733   541,273.301   MT  0.99962101   +0 13 03.0
 BN0641
 BN0641                          SUPERSEDED SURVEY CONTROL
 BN0641
 BN0641  NAD 83(1986)-  30 24 24.45533(N)    098 34 13.07976(W) AD(       ) 4
 BN0641  NAD 27      -  30 24 23.75300(N)    098 34 11.96700(W) AD(       ) 3
 BN0641
 BN0641.Superseded values are not recommended for survey control.
 BN0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0641.See file dsdata.txt to determine how the superseded data were derived.
 BN0641
 BN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4127363941(NAD 83)
 BN0641_MARKER: 42 = RADIO/TV MAST
 BN0641
 BN0641  HISTORY     - Date     Condition        Report By
 BN0641  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0641
 BN0641                          STATION DESCRIPTION
 BN0641
 BN0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0641'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL, LOCALLY
 BN0641'KNOWN AS SANDY, ABOUT 7 MILES WEST-NORTHWEST OF SANDY, AND
 BN0641'1/2 MILE NORTH OF FARM ROAD 1323.  THE MAST IS RED AND WHITE
 BN0641'IN COLOR, 100 FEET HIGH, AND IS A THREE-LEGGED STEEL MAST.
 BN0641'IT IS OWNED BY THE HUMBLE PIPELINE CO. OF HOUSTON, TEXAS.  THE
 BN0641'POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6843 ***********************************************************************
 AW6843  DESIGNATION -  SANDY POINT
 AW6843  PID         -  AW6843
 AW6843  STATE/COUNTY-  TX/BRAZORIA
 AW6843  USGS QUAD   -  JULIFF (1974)
 AW6843
 AW6843                         *CURRENT SURVEY CONTROL
 AW6843  ___________________________________________________________________
 AW6843* NAD 83(1993)-  29 23 01.70244(N)    095 28 53.45295(W)     ADJUSTED  
 AW6843* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 AW6843  ___________________________________________________________________
 AW6843  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AW6843  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW6843
 AW6843  HORZ ORDER  -  SECOND
 AW6843
 AW6843.The horizontal coordinates were established by classical geodetic methods
 AW6843.and adjusted by the National Geodetic Survey in February 1996..
 AW6843
 AW6843.The orthometric height was scaled from a topographic map.
 AW6843
 AW6843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6843
 AW6843.The geoid height was determined by GEOID03.
 AW6843
 AW6843;                    North         East     Units Scale Factor Converg.
 AW6843;SPC TXSC     - 4,176,970.214   941,465.109   MT  0.99986361   +1 43 25.5
 AW6843;SPC TXSC     -13,703,943.11  3,088,790.11   sFT  0.99986361   +1 43 25.5
 AW6843;UTM  15      - 3,253,069.305   259,159.584   MT  1.00031578   -1 13 05.4
 AW6843
 AW6843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6843!SPC TXSC     -   1.00000158  x   0.99986361  =   0.99986519
 AW6843!UTM  15      -   1.00000158  x   1.00031578  =   1.00031736
 AW6843
 AW6843:                Primary Azimuth Mark                     Grid Az
 AW6843:SPC TXSC     -  SANDY POINT AZ MK                        005 13 34.7
 AW6843:UTM  15      -  SANDY POINT AZ MK                        008 10 05.6
 AW6843
 AW6843|---------------------------------------------------------------------|
 AW6843| PID    Reference Object                     Distance      Geod. Az  |
 AW6843|                                                           dddmmss.s |
 AW6843| CV6758 SANDY POINT AZ MK                                  0065700.2 |
 AW6843| CV6759 SANDY POINT RM 1                     30.738 METERS 06028     |
 AW6843| CV6760 SANDY POINT RM 2                     23.870 METERS 34327     |
 AW6843|---------------------------------------------------------------------|
 AW6843
 AW6843                          SUPERSEDED SURVEY CONTROL
 AW6843
 AW6843  NAD 83(1986)-  29 23 01.71614(N)    095 28 53.43398(W) AD(       ) 2
 AW6843  NAD 27      -  29 23 00.85653(N)    095 28 52.64310(W) AD(       ) 2
 AW6843
 AW6843.Superseded values are not recommended for survey control.
 AW6843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6843.See file dsdata.txt to determine how the superseded data were derived.
 AW6843
 AW6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5916053069(NAD 83)
 AW6843_MARKER: DS = TRIANGULATION STATION DISK
 AW6843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6843
 AW6843  HISTORY     - Date     Condition        Report By
 AW6843  HISTORY     - 1952     MONUMENTED       CGS
 AW6843  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW6843
 AW6843                          STATION DESCRIPTION
 AW6843
 AW6843'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6843'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF ANGLETON IN THE
 AW6843'VILLAGE OF SANDY POINT ON LAND OWNED BY MR. CURTIS MOWERY.
 AW6843'IT IS 150 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS,
 AW6843'52 FEET SOUTHEAST OF A HIGHLINE POLE, 41 FEET NORTHWEST OF THE
 AW6843'NORTHWEST CORNER OF THE SANDY POINT POST OFFICE AND 14 FEET
 AW6843'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH AND IS
 AW6843'STAMPED SANDY POINT 1952.
 AW6843'
 AW6843'REFERENCE MARK NO. 1 IS 69 FEET NORTHEAST OF THE NORTHEAST
 AW6843'CORNER OF THE SANDY POINT POST OFFICE, 67 FEET NORTH OF THE
 AW6843'CENTER OF THE DRIVEWAY TO THE SANDY POINT POST OFFICE AND 38
 AW6843'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS.  IT IS SET
 AW6843'FLUSH AND IS STAMPED SANDY POINT NO 1 1952.
 AW6843'
 AW6843'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF A HIGHLINE POLE AND
 AW6843'6 INCHES EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH
 AW6843'AND IS STAMPED SANDY POINT NO 2 1952.
 AW6843'
 AW6843'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. 2 IS 112.93 FEET.
 AW6843'
 AW6843'THE AZIMUTH MARK IS 86 FEET NORTH OF THE CENTER OF A DRIVEWAY,
 AW6843'42 FEET EAST OF THE CENTER OF TEXAS STATE ROAD 288, 8 FEET WEST
 AW6843'OF A NORTH-SOUTH FENCE LINE AND 2 FEET WEST OF A WITNESS POST.
 AW6843'IT PROJECTS 4 INCHES AND IS STAMPED SANDY POINT 1952.
 AW6843'
 AW6843'THE STATION MARK IS AT THE SANDY POINT POST OFFICE.
 AW6843'
 AW6843'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR ABOUT 80
 AW6843'YARDS TO TEXAS STATE ROAD 288, TURN LEFT AND GO NORTH ON TEXAS
 AW6843'STATE ROAD 288 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT
 AW6843'AS DESCRIBED.
 AW6843
 AW6843                          STATION RECOVERY (2004)
 AW6843
 AW6843'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6843'GO SOUTH ON HW 521 FROM ARCOLA TO N29 23 01.7 W095 28 53.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2726 ***********************************************************************
 AX2726  DESIGNATION -  SANDY RM 3
 AX2726  PID         -  AX2726
 AX2726  STATE/COUNTY-  TX/WHARTON
 AX2726  USGS QUAD   -  GANADO NE (1981)
 AX2726
 AX2726                         *CURRENT SURVEY CONTROL
 AX2726  ___________________________________________________________________
 AX2726* NAD 83(1993)-  29 11 02.84331(N)    096 32 46.95770(W)     ADJUSTED  
 AX2726* NAVD 88     -        30.4    (meters)     100.     (feet)  VERTCON   
 AX2726  ___________________________________________________________________
 AX2726  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AX2726  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX2726
 AX2726  HORZ ORDER  -  FIRST
 AX2726
 AX2726.The horizontal coordinates were established by classical geodetic methods
 AX2726.and adjusted by the National Geodetic Survey in February 1996..
 AX2726
 AX2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2726
 AX2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2726
 AX2726.The geoid height was determined by GEOID03.
 AX2726
 AX2726;                    North         East     Units Scale Factor Converg.
 AX2726;SPC TXSC     - 4,152,206.397   838,604.092   MT  0.99986668   +1 12 07.4
 AX2726;SPC TXSC     -13,622,697.15  2,751,320.26   sFT  0.99986668   +1 12 07.4
 AX2726;UTM  14      - 3,230,877.278   738,596.475   MT  1.00030253   +1 11 49.2
 AX2726
 AX2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2726!SPC TXSC     -   0.99999952  x   0.99986668  =   0.99986620
 AX2726!UTM  14      -   0.99999952  x   1.00030253  =   1.00030205
 AX2726
 AX2726|---------------------------------------------------------------------|
 AX2726| PID    Reference Object                     Distance      Geod. Az  |
 AX2726|                                                           dddmmss.s |
 AX2726| AX2725 SANDY 1954 RM 1                      36.946 METERS 08320     |
 AX2726| AX2724 SANDY                                10.476 METERS 08608     |
 AX2726| AX2727 SANDY 1954 AZ MK                    APPROX. 0.7 KM 1794022.7 |
 AX2726|---------------------------------------------------------------------|
 AX2726
 AX2726                          SUPERSEDED SURVEY CONTROL
 AX2726
 AX2726  NAD 83(1986)-  29 11 02.85746(N)    096 32 46.94386(W) AD(       ) 1
 AX2726  NAD 27      -  29 11 01.94598(N)    096 32 46.04846(W) AD(       ) 1
 AX2726  NGVD 29 (07/19/86)   30.4    (m)          100.     (f) VERT ANG       
 AX2726
 AX2726.Superseded values are not recommended for survey control.
 AX2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2726.See file dsdata.txt to determine how the superseded data were derived.
 AX2726
 AX2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3859630877(NAD 83)
 AX2726_MARKER: DR = REFERENCE MARK DISK
 AX2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AX2726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AX2726
 AX2726  HISTORY     - Date     Condition        Report By
 AX2726  HISTORY     - 1980     MONUMENTED       NGS
 AX2726
 AX2726                          STATION DESCRIPTION
 AX2726
 AX2726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2726'THE STATION IS LOCATED ABOUT 16 MILES WEST OF EL CAMPO,
 AX2726'15-1/2 MILES NORTHEAST OF EDNA, AND 10 MILES NORTH OF GANADO.
 AX2726'THE PROPERTY IS OWNED BY MR. E.G. GOFF, PHONE NUMBER
 AX2726'713-543-3151.  TO REACH THE PROPERTY OWNERS RESIDENT FROM
 AX2726'THE STATION, CONTINUE NORTH ON THE GRAVEL ROAD FOR 2-1/2 MILES
 AX2726'TO A BRICK HOUSE ON THE RIGHT.
 AX2726'
 AX2726'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 AX2726'FARM ROAD 710 IN THE NORTH EDGE OF GANADO, GO NORTHERLY ON FARM
 AX2726'ROAD 710 FOR 9.6 MILES TO THE SANDY CREEK BRIDGE.  CONTINUE
 AX2726'AHEAD FOR 0.2 MILE TO THE END OF PAVEMENT.  CONTINUE NORTH ON A
 AX2726'GRAVEL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 AX2726'DESCRIBED.  CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.45 MILE TO A
 AX2726'WIRE GATE ON THE RIGHT AND THE STATION AS DESCRIBED.
 AX2726'
 AX2726'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 AX2726'STAMPED---SANDY 1954 NO 3 1979---,
 AX2726'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AX2726'FLUSH WITH GROUND.  IT IS LOCATED
 AX2726'43 FEET EAST FROM THE CENTER OF GRAVEL ROAD,
 AX2726'32 FEET NORTH-NORTHEAST FROM A POWER POLE,
 AX2726'19 FEET SOUTH-SOUTHEAST FROM A FENCE CORNER, AND
 AX2726'14 FEET NORTH-NORTHEAST FROM A METAL WITNESS POST.
 AX2726'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 AX2726'STAMPED---SANDY 1954 NO 3 1979---, SET INTO AN
 AX2726'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 AX2726'THE GROUND.
 AX2726'
 AX2726'REFERENCE MARK NUMBER 1 IS A STANDARD U.S.C. AND G.S. DISK,
 AX2726'STAMPED---SANDY NO 1 1954---,
 AX2726'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX2726'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2726'162 FEET EAST FROM THE CENTER OF GRAVEL ROAD,
 AX2726'2 FEET EAST-SOUTHEAST FROM A METAL WITNESS POST, AND
 AX2726'0.5 FEET SOUTH FROM AN EAST-WEST FENCE LINE.
 AX2726'MARK IS ABOVE STATION 0.6 METERS.
 AX2726'
 AX2726'REFERENCE MARK NUMBER 2 IS A STANDARD  U.S.C.AND G.S. DISK
 AX2726'STAMPED---SANDY NO 2 1954---,
 AX2726'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX2726'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2726'30 FEET EAST FROM THE CENTER OF GRAVEL ROAD,
 AX2726'41 FEET SOUTH FROM A POWER POLE,
 AX2726'3.5 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST, AND
 AX2726'1 FOOT EAST FROM A NORTH-SOUTH FENCE LINE.
 AX2726'MARK IS ABOVE STATION 0.3 METERS.
 AX2726'
 AX2726'STATION SANDY 1954 IS A STANDARD NGS DISK,
 AX2726'STAMPED---SANDY 1954---,
 AX2726'THE SURFACE MARK HAS BEEN DESTROYED, HOWEVER, THE UNDERGROUND
 AX2726'MARK WAS FOUND IN GOOD CONDITION.  THE STATION IS LOCATED ON
 AX2726'THE EAST EDGE OF AN IRRIGATION DITCH AND IS UNDERWATER MOST OF
 AX2726'THE TIME.  A NEW SURFACE MARK WAS NOT ESTABLISHED.
 AX2726'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 18 CM IN DIAMETER
 AX2726'RECESSED 36 CM BELOW THE GROUND.  IT IS LOCATED
 AX2726'78 FEET EAST FROM THE CENTER OF THE GRAVEL ROAD,
 AX2726'55 FEET NORTHEAST FROM A POWERPOLE, AND
 AX2726'12 FEET SOUTH FROM AN EAST-WEST FENCELINE.
 AX2726'MARK IS BELOW STATION SANDY 1954 RM 3, 0.6 METERS.
 AX2726'
 AX2726'AZIMUTH MARK NUMBER 1 IS A STANDARD U.S.C. AND G.S. DISK
 AX2726'STAMPED---SANDY 1954---,
 AX2726'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX2726'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2726'32 FEET EAST FROM THE CENTER OF GRAVEL ROAD,
 AX2726'15.5 FEET SOUTH FROM A FENCE CORNER,
 AX2726'2.8 FEET NORTH FROM A WOODEN WITNESS POST, AND
 AX2726'1 FOOT EAST FROM A NORTH-SOUTH FENCE LINE.
 AX2726'
 AX2726'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.6 METERS.
 AX2726'
 AX2726'A TAPE TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 AX2726'STATION SANDY 1954 USING STANDARDIZED TAPES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1840 ***********************************************************************
 FL1840  DESIGNATION -  SANFORD
 FL1840  PID         -  FL1840
 FL1840  STATE/COUNTY-  TX/HUTCHINSON
 FL1840  USGS QUAD   -  SANFORD (1970)
 FL1840
 FL1840                         *CURRENT SURVEY CONTROL
 FL1840  ___________________________________________________________________
 FL1840* NAD 83(1993)-  35 40 06.35915(N)    101 32 53.31741(W)     ADJUSTED  
 FL1840* NAVD 88     -       967.     (meters)    3173.     (feet)  SCALED    
 FL1840  ___________________________________________________________________
 FL1840  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FL1840  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 FL1840
 FL1840  HORZ ORDER  -  SECOND
 FL1840
 FL1840.The horizontal coordinates were established by classical geodetic methods
 FL1840.and adjusted by the National Geodetic Survey in February 1996..
 FL1840
 FL1840.The orthometric height was scaled from a topographic map.
 FL1840
 FL1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1840
 FL1840.The geoid height was determined by GEOID03.
 FL1840
 FL1840;                    North         East     Units Scale Factor Converg.
 FL1840;SPC TX N     - 1,185,092.480   195,641.434   MT  0.99992040   -0 01 40.4
 FL1840;SPC TX N     - 3,888,090.91    641,866.94   sFT  0.99992040   -0 01 40.4
 FL1840;UTM  14      - 3,950,165.514   269,359.841   MT  1.00025556   -1 29 11.3
 FL1840
 FL1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1840!SPC TX N     -   0.99985240  x   0.99992040  =   0.99977281
 FL1840!UTM  14      -   0.99985240  x   1.00025556  =   1.00010792
 FL1840
 FL1840|---------------------------------------------------------------------|
 FL1840| PID    Reference Object                     Distance      Geod. Az  |
 FL1840|                                                           dddmmss.s |
 FL1840| CJ8418 SANFORD RM 1                         25.367 METERS 03608     |
 FL1840| CJ8420 SANFORD RM 3                         19.114 METERS 21954     |
 FL1840| CJ8417 SANFORD AZ MK                                      2291827.7 |
 FL1840| FL1837 FRITCH NATURAL GAS PLINE MAST       APPROX. 4.4 KM 2393208.1 |
 FL1840| FL1839 FRITCH NATURAL GAS PLINE STACK      APPROX. 4.0 KM 2411913.0 |
 FL1840| CJ8419 SANFORD RM 2                         26.488 METERS 30441     |
 FL1840|---------------------------------------------------------------------|
 FL1840
 FL1840                          SUPERSEDED SURVEY CONTROL
 FL1840
 FL1840  NAD 83(1993)-  35 40 06.36077(N)    101 32 53.31412(W) AD(       ) 2
 FL1840  NAD 83(1986)-  35 40 06.36659(N)    101 32 53.30727(W) AD(       ) 2
 FL1840  NAD 27      -  35 40 06.21400(N)    101 32 51.69400(W) AD(       ) 2
 FL1840
 FL1840.Superseded values are not recommended for survey control.
 FL1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1840.See file dsdata.txt to determine how the superseded data were derived.
 FL1840
 FL1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6936050166(NAD 83)
 FL1840_MARKER: DS = TRIANGULATION STATION DISK
 FL1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1840
 FL1840  HISTORY     - Date     Condition        Report By
 FL1840  HISTORY     - 1951     MONUMENTED       CGS
 FL1840  HISTORY     - 1961     GOOD             CGS
 FL1840  HISTORY     - 1968     GOOD             CGS
 FL1840
 FL1840                          STATION DESCRIPTION
 FL1840
 FL1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1840'THE STATION IS LOCATED AT THE OUTER END OF A CURVE FROM
 FL1840'NORTHEAST-SOUTHWEST TO NORTH-SOUTH OF A PAVED ROAD, ABOUT 3
 FL1840'MILES AIRLINE EAST-NORTHEAST OF FRITCH AND ABOUT 12 MILES
 FL1840'AIRLINE SOUTH-SOUTHWEST OF STINNETT.
 FL1840'
 FL1840'TO REACH THE STATION FROM THE POST OFFICE IN FRITCH, GO NORTHEAST
 FL1840'AND EAST ON STATE HIGHWAY 136 FOR 0.7 MILE TO A SIDE ROAD ON
 FL1840'THE LEFT.  TURN LEFT, ONTO A GRADED ROAD, AND GO 1.8 MILES TO A
 FL1840'FORK.  TURN LEFT, NORTH, ON A PAVED ROAD AND GO 1.2 MILES TO
 FL1840'A WIRE GATE AND THE AZIMUTH MARK ON THE RIGHT.  KEEP STRAIGHT
 FL1840'AHEAD AND GO 0.5 MILE TO A CURVE TO THE LEFT AND THE STATION ON
 FL1840'THE RIGHT.
 FL1840'
 FL1840'THE STATION MARK IS A STANDARD DISK STAMPED SANFORD 1951
 FL1840'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1840'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 8.6 FEET WEST-SOUTHWEST
 FL1840'OF A WHITE WITNESS POST, 10 FEET WEST OF A FENCE LINE, AND 47
 FL1840'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD.
 FL1840'
 FL1840'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SANFORD NO
 FL1840'1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1840'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 2 FEET WEST OF A FENCE
 FL1840'LINE AND THE SAME ELEVATION AS THE STATION.
 FL1840'
 FL1840'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SANFORD NO
 FL1840'2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1840'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 4 FEET SOUTH OF A
 FL1840'CATTLE GUARD, 39 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 FL1840'THE SAME ELEVATION AS THE STATION.
 FL1840'
 FL1840'THE AZIMUTH MARK IS LOCATED ON THE SOUTHEAST SIDE OF THE ROAD
 FL1840'LEADING TO THE STATION, AND IS A STANDARD DISK STAMPED SANFORD
 FL1840'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1840'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTHWEST
 FL1840'OF A FENCE LINE, 20 FEET SOUTHWEST OF A WIRE GATE, AND 36 FEET
 FL1840'SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 FL1840
 FL1840                          STATION RECOVERY (1961)
 FL1840
 FL1840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CB)
 FL1840'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 FL1840'DESCRIBED.  DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE
 FL1840'CORRECT.
 FL1840
 FL1840                          STATION RECOVERY (1968)
 FL1840
 FL1840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FL1840'THE STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 FL1840'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 FL1840'TO BE DESTROYED.  A NEW REFERENCE MARK WAS SET.
 FL1840'
 FL1840'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 3 MILES
 FL1840'NORTHEAST OF FRITCH AND 12 MILES SOUTH OF STINNETT, ALONG THE
 FL1840'SOUTHEAST RIGHT-OF-WAY OF F.M. HIGHWAY 687.
 FL1840'
 FL1840'TO REACH STATION FROM THE POST OFFICE IN FRITCH, GO NORTHEAST
 FL1840'ON STATE HIGHWAY 136 FOR 0.9 MILE TO A ROAD FORK, KEEP LEFT FORK,
 FL1840'EASTERLY, GO 1.8 MILES TO A T-ROAD JUNCTION.  TURN LEFT,
 FL1840'NORTHEAST, GO 0.3 MILE ALONG F.M. HIGHWAY 687 TO AZIMUTH MARK
 FL1840'ON THE RIGHT.  CONTINUE ON THE HIGHWAY FOR 0.55 MILE TO STATION
 FL1840'ON THE RIGHT.
 FL1840'
 FL1840'STATION MARK, A STANDARD DISK, STAMPED SANFORD 1951, IS SET IN
 FL1840'A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 FL1840'GROUND.  IT IS 62.5 FEET SOUTHEAST OF THE CENTER LINE OF
 FL1840'HIGHWAY, 23 FEET SOUTHWEST OF A GUYED POWER LINE POLE, 10
 FL1840'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH
 FL1840'OF A METAL WITNESS POST.
 FL1840'
 FL1840'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED SANFORD NO 1
 FL1840'1951, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 FL1840'2 INCHES ABOVE GROUND.  IT IS 62 FEET SOUTHEAST OF THE CENTER
 FL1840'LINE OF HIGHWAY, 69 FEET NORTHWEST OF THE POWER LINE POLE, AND
 FL1840'1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 FL1840'
 FL1840'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED SANFORD 1951 NO
 FL1840'3 1968, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4
 FL1840'INCHES ABOVE GROUND.  IT IS 61 FEET SOUTHEAST OF THE CENTER
 FL1840'LINE OF HIGHWAY, 82 FEET SOUTHWEST OF THE POWER LINE POLE, AND
 FL1840'6 INCHES NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 FL1840'
 FL1840'AZIMUTH MARK, A STANDARD DISK, STAMPED SANFORD 1951, IS SET IN
 FL1840'A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 FL1840'IT IS 36 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 26 FEET
 FL1840'SOUTHWEST OF THE CENTER OF A METAL GATE, 2 FEET SOUTHEAST OF
 FL1840'A METAL WITNESS POST AND THE RIGHT-OF-WAY FENCE.
 FL1840'
 FL1840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 FL1840'EAST-NORTHEAST OF FRITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0643 ***********************************************************************
 DN0643  DESIGNATION -  SANGER
 DN0643  PID         -  DN0643
 DN0643  STATE/COUNTY-  TX/DENTON
 DN0643  USGS QUAD   -  SANGER (1978)
 DN0643
 DN0643                         *CURRENT SURVEY CONTROL
 DN0643  ___________________________________________________________________
 DN0643* NAD 83(1986)-  33 21 42.     (N)    097 10 07.     (W)     SCALED    
 DN0643* NAVD 88     -       203.051  (meters)     666.18   (feet)  ADJUSTED  
 DN0643  ___________________________________________________________________
 DN0643  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DN0643  DYNAMIC HT  -         202.835 (meters)     665.47  (feet)  COMP
 DN0643  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DN0643
 DN0643  VERT ORDER  -  SECOND    CLASS 0
 DN0643
 DN0643.The horizontal coordinates were scaled from a topographic map and have
 DN0643.an estimated accuracy of +/- 6 seconds.
 DN0643
 DN0643.The orthometric height was determined by differential leveling
 DN0643.and adjusted by the National Geodetic Survey in June 1991..
 DN0643
 DN0643.The geoid height was determined by GEOID03.
 DN0643
 DN0643.The dynamic height is computed by dividing the NAVD 88
 DN0643.geopotential number by the normal gravity value computed on the
 DN0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0643.degrees latitude (g = 980.6199 gals.).
 DN0643
 DN0643.The modeled gravity was interpolated from observed gravity values.
 DN0643
 DN0643;                    North         East    Units  Estimated Accuracy
 DN0643;SPC TXNC     - 2,188,750.      723,900.      MT  (+/- 180 meters Scaled)
 DN0643
 DN0643                          SUPERSEDED SURVEY CONTROL
 DN0643
 DN0643  NGVD 29 (??/??/92)  203.04   (m)          666.1    (f) COMPUTED    2 0
 DN0643
 DN0643.Superseded values are not recommended for survey control.
 DN0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0643.See file dsdata.txt to determine how the superseded data were derived.
 DN0643
 DN0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB703928(NAD 83)
 DN0643_MARKER: Z = SEE DESCRIPTION
 DN0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0643_SP_SET: DOOR SILL
 DN0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0643+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2001
 DN0643
 DN0643  HISTORY     - Date     Condition        Report By
 DN0643  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0643  HISTORY     - 1934     GOOD             NGS
 DN0643  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0643  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 DN0643  HISTORY     - 20010126 GOOD             INDIV
 DN0643  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 DN0643
 DN0643                          STATION DESCRIPTION
 DN0643
 DN0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0643'IN SANGER.
 DN0643'IN THE SOUTH END OF DOOR SILL OF THE COLORED WAITING ROOM OF THE GULF,
 DN0643'COLORADO, AND SANTA FE RAILWAY DEPOT.
 DN0643
 DN0643                          STATION RECOVERY (1995)
 DN0643
 DN0643'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0643'MARK NOT FOUND.
 DN0643
 DN0643                          STATION RECOVERY (1998)
 DN0643
 DN0643'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0643'MARK NOT FOUND.
 DN0643
 DN0643                          STATION RECOVERY (2001)
 DN0643
 DN0643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MBD)
 DN0643'BENCH MARK RECOVERED IN FAIR CONDITION, BOX CUT IS FADING. DEPOT
 DN0643'BUILDING HAS BEEN RAZED BUT CONC. FOUNDATION THAT CONTAINS THE BM IS
 DN0643'STILL IN PLACE.
 DN0643
 DN0643                          STATION RECOVERY (2005)
 DN0643
 DN0643'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 DN0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1320 ***********************************************************************
 DN1320  DESIGNATION -  SANGER
 DN1320  PID         -  DN1320
 DN1320  STATE/COUNTY-  TX/DENTON
 DN1320  USGS QUAD   -  VALLEY VIEW (1978)
 DN1320
 DN1320                         *CURRENT SURVEY CONTROL
 DN1320  ___________________________________________________________________
 DN1320* NAD 83(1993)-  33 23 01.34651(N)    097 09 27.35533(W)     ADJUSTED  
 DN1320* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 DN1320  ___________________________________________________________________
 DN1320  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 DN1320  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DN1320
 DN1320  HORZ ORDER  -  SECOND
 DN1320
 DN1320.The horizontal coordinates were established by classical geodetic methods
 DN1320.and adjusted by the National Geodetic Survey in February 1996..
 DN1320
 DN1320.The orthometric height was scaled from a topographic map.
 DN1320
 DN1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1320
 DN1320.The geoid height was determined by GEOID03.
 DN1320
 DN1320;                    North         East     Units Scale Factor Converg.
 DN1320;SPC TXNC     - 2,191,201.793   724,888.663   MT  0.99988936   +0 43 55.7
 DN1320;SPC TXNC     - 7,188,967.88  2,378,238.89   sFT  0.99988936   +0 43 55.7
 DN1320;UTM  14      - 3,695,342.504   671,372.356   MT  0.99996209   +1 00 50.5
 DN1320
 DN1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1320!SPC TXNC     -   0.99996887  x   0.99988936  =   0.99985824
 DN1320!UTM  14      -   0.99996887  x   0.99996209  =   0.99993096
 DN1320
 DN1320|---------------------------------------------------------------------|
 DN1320| PID    Reference Object                     Distance      Geod. Az  |
 DN1320|                                                           dddmmss.s |
 DN1320| CY2216 SANGER RM 1                          20.510 METERS 05700     |
 DN1320| CY2217 SANGER RM 2                          17.245 METERS 15456     |
 DN1320| DN1332 DENTON N MUNICIPAL TANK             APPROX.16.6 KM 1702019.0 |
 DN1320| DN1329 DENTON S MUNICIPAL TANK             APPROX.18.5 KM 1745821.6 |
 DN1320| CY2215 SANGER AZ MK                                       1801908.5 |
 DN1320| DN1328 DENTON MUNICIPAL STANDPIPE          APPROX.18.2 KM 1803343.5 |
 DN1320| DN1333 DENTON RAD STA KDNT TALL MAST       APPROX.16.8 KM 1832615.7 |
 DN1320|---------------------------------------------------------------------|
 DN1320
 DN1320                          SUPERSEDED SURVEY CONTROL
 DN1320
 DN1320  NAD 83(1993)-  33 23 01.34740(N)    097 09 27.34811(W) AD(       ) 2
 DN1320  NAD 83(1986)-  33 23 01.35177(N)    097 09 27.34290(W) AD(       ) 2
 DN1320  NAD 27      -  33 23 00.93950(N)    097 09 26.29330(W) AD(       ) 2
 DN1320
 DN1320.Superseded values are not recommended for survey control.
 DN1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1320.See file dsdata.txt to determine how the superseded data were derived.
 DN1320
 DN1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7137295343(NAD 83)
 DN1320_MARKER: DS = TRIANGULATION STATION DISK
 DN1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1320
 DN1320  HISTORY     - Date     Condition        Report By
 DN1320  HISTORY     - 1955     MONUMENTED       CGS
 DN1320  HISTORY     - 19950630 GOOD             USPSQD
 DN1320  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 DN1320
 DN1320                          STATION DESCRIPTION
 DN1320
 DN1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1320'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF SANGER
 DN1320'ON THE LA GEAR-COOPER FARM.  IT IS 105 FEET SOUTHEAST OF
 DN1320'THE SOUTHEAST CORNER OF THE HOUSE, 57 FEET SOUTH OF THE
 DN1320'CENTER OF THE DRIVEWAY TO THE HOUSE, 45 FEET NORTH OF A
 DN1320'FENCE AND 19 FEET SOUTH OF A POWERLINE POLE.  IT IS STAMPED
 DN1320'SANGER 1955 AND IS SET FLUSH.
 DN1320'
 DN1320'R.M. NO. 1 IS 54 FEET EAST OF A POWERLINE POLE, 23 FEET
 DN1320'SOUTH OF THE CENTER OF THE DRIVEWAY TO THE HOUSE AND 0.5
 DN1320'FOOT WEST OF A FENCE.  IT IS STAMPED SANGER NO 1 1955 AND
 DN1320'IS SET FLUSH.
 DN1320'
 DN1320'R.M. NO. 2 IS 1 FOOT NORTH OF A FENCE.  IT IS STAMPED SANGER
 DN1320'NO 2 1955 AND IS SET FLUSH.
 DN1320'
 DN1320'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTER OF FARM
 DN1320'ROAD 455, 32 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 DN1320'7 FEET WEST OF A FENCE CORNER, 7 FEET WEST OF A ROAD RIGHT-OF-WAY
 DN1320'POST AND 0.5 FOOT SOUTH OF A FENCE.  IT IS STAMPED SANGER
 DN1320'1955 AND PROJECTS 4 INCHES.
 DN1320'
 DN1320'TO REACH THE STATION FROM THE POST OFFICE IN SANGER, GO
 DN1320'NORTH ON N 3RD STREET FOR 0.2 MILE TO FARM ROAD 455.  TURN
 DN1320'RIGHT AND GO EAST, NORTH AND NORTHEAST ON 455 FOR 1.05 MILES
 DN1320'TO THE AZIMUTH MARK ON THE LEFT AND A SIDE ROAD LEFT.  TURN
 DN1320'LEFT AND GO NORTH FOR 0.7 MILE TO DRIVEWAY AND GATE TO
 DN1320'LA GEAR-COOPER FARM, (NOTE--THE MAIN ROAD TURNS EAST AT
 DN1320'THIS POINT), PASS THROUGH GATE AND CONTINUE NORTH AND WEST
 DN1320'FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 DN1320
 DN1320                          STATION RECOVERY (1995)
 DN1320
 DN1320'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1320'RECOVERED IN GOOD CONDITION.
 DN1320
 DN1320                          STATION RECOVERY (1998)
 DN1320
 DN1320'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3026 ***********************************************************************
 CS3026  DESIGNATION -  SANSOM PARK GRAHAM ST MUN TANK
 CS3026  PID         -  CS3026
 CS3026  STATE/COUNTY-  TX/TARRANT
 CS3026  USGS QUAD   -  LAKE WORTH (1982)
 CS3026
 CS3026                         *CURRENT SURVEY CONTROL
 CS3026  ___________________________________________________________________
 CS3026* NAD 83(1993)-  32 48 32.81843(N)    097 24 18.91068(W)     ADJUSTED  
 CS3026* NAVD 88     -                                                        
 CS3026  ___________________________________________________________________
 CS3026  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 CS3026  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CS3026
 CS3026  HORZ ORDER  -  THIRD
 CS3026
 CS3026.The horizontal coordinates were established by classical geodetic methods
 CS3026.and adjusted by the National Geodetic Survey in February 1996..
 CS3026
 CS3026
 CS3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3026
 CS3026.The geoid height was determined by GEOID03.
 CS3026
 CS3026;                    North         East     Units Scale Factor Converg.
 CS3026;SPC TXNC     - 2,127,220.122   702,513.360   MT  0.99988153   +0 35 49.4
 CS3026;SPC TXNC     - 6,979,054.68  2,304,829.25   sFT  0.99988153   +0 35 49.4
 CS3026;UTM  14      - 3,631,251.898   649,302.608   MT  0.99987486   +0 51 51.3
 CS3026
 CS3026                          SUPERSEDED SURVEY CONTROL
 CS3026
 CS3026  NAD 83(1993)-  32 48 32.82172(N)    097 24 18.89432(W) AD(       ) 4
 CS3026  NAD 83(1986)-  32 48 32.82188(N)    097 24 18.89416(W) AD(       ) 4
 CS3026  NAD 27      -  32 48 32.35883(N)    097 24 17.82358(W) AD(       ) 3
 CS3026
 CS3026.Superseded values are not recommended for survey control.
 CS3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3026.See file dsdata.txt to determine how the superseded data were derived.
 CS3026
 CS3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4930331252(NAD 83)
 CS3026_MARKER: 53 = ELEVATED TANK
 CS3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3026+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS3026
 CS3026  HISTORY     - Date     Condition        Report By
 CS3026  HISTORY     - 1967     FIRST OBSERVED   CGS
 CS3026  HISTORY     - 19910502 GOOD             USPSQD
 CS3026  HISTORY     - 19960921 GOOD             USPSQD
 CS3026  HISTORY     - 20010217 GOOD             USPSQD
 CS3026  HISTORY     - 20041023 GOOD             USPSQD
 CS3026
 CS3026                          STATION DESCRIPTION
 CS3026
 CS3026'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3026'THE STATION IS LOCATED AT GRAHAM STREET AND KAW STREET IN THE
 CS3026'NORTHEASTERN PARK OF SANSOM PARK VILLAGE.  TANK IS ELEVATED ON
 CS3026'A 4-LEGGED STEEL STRUCTURE, PAINTED SILVER, AND ABOUT 90 FEET IN
 CS3026'HEIGHT OVERALL.  THE APEX OF TANK WAS POINT INTERSECTED.
 CS3026
 CS3026                          STATION RECOVERY (1991)
 CS3026
 CS3026'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3026'RECOVERED IN GOOD CONDITION.
 CS3026
 CS3026                          STATION RECOVERY (1996)
 CS3026
 CS3026'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3026'RECOVERED IN GOOD CONDITION.
 CS3026
 CS3026                          STATION RECOVERY (2001)
 CS3026
 CS3026'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3026'RECOVERED IN GOOD CONDITION.
 CS3026
 CS3026                          STATION RECOVERY (2004)
 CS3026
 CS3026'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS3026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3017 ***********************************************************************
 CS3017  DESIGNATION -  SANSOM PARK WATER TANK
 CS3017  PID         -  CS3017
 CS3017  STATE/COUNTY-  TX/TARRANT
 CS3017  USGS QUAD   -  LAKE WORTH (1982)
 CS3017
 CS3017                         *CURRENT SURVEY CONTROL
 CS3017  ___________________________________________________________________
 CS3017* NAD 83(1993)-  32 48 05.17685(N)    097 24 41.95590(W)     ADJUSTED  
 CS3017* NAVD 88     -                                                        
 CS3017  ___________________________________________________________________
 CS3017  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CS3017  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CS3017
 CS3017  HORZ ORDER  -  THIRD
 CS3017
 CS3017.The horizontal coordinates were established by classical geodetic methods
 CS3017.and adjusted by the National Geodetic Survey in February 1996..
 CS3017
 CS3017
 CS3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3017
 CS3017.The geoid height was determined by GEOID03.
 CS3017
 CS3017;                    North         East     Units Scale Factor Converg.
 CS3017;SPC TXNC     - 2,126,362.518   701,922.763   MT  0.99988210   +0 35 36.9
 CS3017;SPC TXNC     - 6,976,241.03  2,302,891.60   sFT  0.99988210   +0 35 36.9
 CS3017;UTM  14      - 3,630,391.557   648,716.020   MT  0.99987271   +0 51 38.2
 CS3017
 CS3017                          SUPERSEDED SURVEY CONTROL
 CS3017
 CS3017  NAD 83(1993)-  32 48 05.18005(N)    097 24 41.93955(W) AD(       ) 4
 CS3017  NAD 83(1986)-  32 48 05.18030(N)    097 24 41.93935(W) AD(       ) 4
 CS3017  NAD 27      -  32 48 04.71681(N)    097 24 40.86828(W) AD(       ) 3
 CS3017
 CS3017.Superseded values are not recommended for survey control.
 CS3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3017.See file dsdata.txt to determine how the superseded data were derived.
 CS3017
 CS3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4871630392(NAD 83)
 CS3017_MARKER: 53 = ELEVATED TANK
 CS3017_SETTING: 0 = UNSPECIFIED SETTING
 CS3017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3017+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS3017
 CS3017  HISTORY     - Date     Condition        Report By
 CS3017  HISTORY     - 1953     FIRST OBSERVED   CGS
 CS3017  HISTORY     - 1965     GOOD             CGS
 CS3017  HISTORY     - 1967     GOOD             CGS
 CS3017  HISTORY     - 1976     GOOD             NGS
 CS3017  HISTORY     - 19910502 GOOD             USPSQD
 CS3017  HISTORY     - 19960921 GOOD             USPSQD
 CS3017  HISTORY     - 20010217 GOOD             USPSQD
 CS3017  HISTORY     - 20020715 GOOD             GEOCAC
 CS3017  HISTORY     - 20041023 GOOD             USPSQD
 CS3017
 CS3017                          STATION DESCRIPTION
 CS3017
 CS3017'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3017'STATION IS A TEXAS WATER COMPANY TANK IN THE SANSOM PARK AREA, AT
 CS3017'THE E SIDE OF ROBERTS CUT-OFF ROAD, 1 BLOCK S OF JACKSBORO
 CS3017'HIGHWAY, AND ON THE N SIDE OF LAKE WORTH.  IT IS ABOUT 100 FT.
 CS3017'HIGH, SUPPORTED BY FOUR LEGS, AND IS OBSTRUCTION PAINTED, RED AND
 CS3017'WHITE CHECKERED.  THE POINT OBSERVED WAS THE APEX OF THE TANK.
 CS3017
 CS3017                          STATION RECOVERY (1965)
 CS3017
 CS3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CS3017'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 CS3017'SHOULD BE ALTERED AS FOLLOWS--
 CS3017'
 CS3017'THE TANK IS OBSTRUCTION PAINTED, RED AND WHITE, HORIZONTALLY
 CS3017'STRIPED.
 CS3017
 CS3017                          STATION RECOVERY (1967)
 CS3017
 CS3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3017'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION
 CS3017'EXCEPT THE TANK IS NOW SILVER COLOR AND HAS AN ORANGE COLORED
 CS3017'STRIPE PAINTED HORIZONTALLY AROUND THE MIDDLE PART OF TANK.
 CS3017'THE ROOF OF TANK IS ALSO PAINTED AN ORANGE COLOR.
 CS3017'
 CS3017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SANSOM PARK
 CS3017
 CS3017                          STATION RECOVERY (1976)
 CS3017
 CS3017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 CS3017'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS3017'
 CS3017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SANSOM PARK.
 CS3017
 CS3017                          STATION RECOVERY (1991)
 CS3017
 CS3017'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3017'RECOVERED IN GOOD CONDITION.
 CS3017
 CS3017                          STATION RECOVERY (1996)
 CS3017
 CS3017'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3017'RECOVERED IN GOOD CONDITION.
 CS3017
 CS3017                          STATION RECOVERY (2001)
 CS3017
 CS3017'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3017'RECOVERED IN GOOD CONDITION.
 CS3017
 CS3017                          STATION RECOVERY (2002)
 CS3017
 CS3017'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS3017'RECOVERED IN GOOD CONDITION.
 CS3017
 CS3017                          STATION RECOVERY (2004)
 CS3017
 CS3017'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS3017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0842 ***********************************************************************
 DO0842  DESIGNATION -  SANTA
 DO0842  PID         -  DO0842
 DO0842  STATE/COUNTY-  TX/WILBARGER
 DO0842  USGS QUAD   -  SANTA ROSA LAKE (1966)
 DO0842
 DO0842                         *CURRENT SURVEY CONTROL
 DO0842  ___________________________________________________________________
 DO0842* NAD 83(1993)-  33 57 06.22208(N)    099 15 54.71153(W)     ADJUSTED  
 DO0842* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 DO0842  ___________________________________________________________________
 DO0842  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DO0842  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DO0842
 DO0842  HORZ ORDER  -  THIRD
 DO0842
 DO0842.The horizontal coordinates were established by classical geodetic methods
 DO0842.and adjusted by the National Geodetic Survey in February 1996..
 DO0842
 DO0842.The orthometric height was scaled from a topographic map.
 DO0842
 DO0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0842
 DO0842.The geoid height was determined by GEOID03.
 DO0842
 DO0842;                    North         East     Units Scale Factor Converg.
 DO0842;SPC TXNC     - 2,253,660.168   529,268.334   MT  0.99999587   -0 25 02.4
 DO0842;SPC TXNC     - 7,393,883.40  1,736,441.19   sFT  0.99999587   -0 25 02.4
 DO0842;UTM  14      - 3,756,835.407   475,495.695   MT  0.99960740   -0 08 53.2
 DO0842
 DO0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0842!SPC TXNC     -   0.99994716  x   0.99999587  =   0.99994303
 DO0842!UTM  14      -   0.99994716  x   0.99960740  =   0.99955458
 DO0842
 DO0842|---------------------------------------------------------------------|
 DO0842| PID    Reference Object                     Distance      Geod. Az  |
 DO0842|                                                           dddmmss.s |
 DO0842| CX8156 SANTA RM 1                            9.156 METERS 01158     |
 DO0842| CX8155 SANTA AZ MK                                        0605450.5 |
 DO0842| CX8157 SANTA RM 2                            9.924 METERS 10353     |
 DO0842|---------------------------------------------------------------------|
 DO0842
 DO0842                          SUPERSEDED SURVEY CONTROL
 DO0842
 DO0842  NAD 83(1993)-  33 57 06.22223(N)    099 15 54.71150(W) AD(       ) 3
 DO0842  NAD 83(1986)-  33 57 06.22895(N)    099 15 54.70121(W) AD(       ) 3
 DO0842  NAD 27      -  33 57 05.90868(N)    099 15 53.42194(W) AD(       ) 3
 DO0842
 DO0842.Superseded values are not recommended for survey control.
 DO0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0842.See file dsdata.txt to determine how the superseded data were derived.
 DO0842
 DO0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7549656835(NAD 83)
 DO0842_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0842
 DO0842  HISTORY     - Date     Condition        Report By
 DO0842  HISTORY     - 1965     MONUMENTED       CGS
 DO0842
 DO0842                          STATION DESCRIPTION
 DO0842
 DO0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0842'THE STATION IS ABOUT 14 MILES SOUTH OF VERNON, 4-1/2 MILES WEST
 DO0842'OF U.S. HIGHWAY 283 AND 1 MILE WEST OF THE NORTHEAST END OF
 DO0842'SANTA ROSA LAKE, IN THE SOUTHEAST ANGLE OF A CROSSROADS AND ON
 DO0842'PROPERTY OF THE W.T. WAGGONER ESTATE.
 DO0842'
 DO0842'TO REACH THE STATION FROM THE COURTHOUSE IN VERNON, GO SOUTH ON
 DO0842'U.S. HIGHWAY 283 FOR 12.9 MILES TO THE JUNCTION WITH FARM ROAD
 DO0842'1763 ON THE LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.1 MILE TO A
 DO0842'PAVED DRIVEWAY, A CONCRETE ARCHWAY AND A SIGN W.T. WAGGONER
 DO0842'ESTATE ON THE RIGHT.  TURN RIGHT AND GO WEST ON PAVED ROAD FOR
 DO0842'0.9 MILE TO SEVERAL RANCH BUILDINGS.  TURN RIGHT AND GO NORTH ON
 DO0842'PAVED ROAD FOR 0.05 MILE THEN LEFT, WEST FOR 0.25 MILE TO THE
 DO0842'END OF PAVEMENT.  CONTINUE WESTERLY ON GRAVELED ROAD FOR 0.4
 DO0842'MILE TO A SIDE ROAD RIGHT.  CONTINUE WESTERLY ON GRAVELED
 DO0842'ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DO0842'WEST FOR 0.75 MILE TO A CATTLGUARD.  CROSS CATTLEGUARD AND
 DO0842'CONTINUE WEST FOR 0.2 MILE TO A CROSSROAD AND THE STATION ON THE
 DO0842'LEFT.
 DO0842'
 DO0842'STATION MARK IS A STANDARD DISK, STAMPED SANTA 1965, SET IN THE
 DO0842'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0842'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET SOUTH
 DO0842'OF THE CENTERLINE OF AN EAST-WEST ROAD, 26 FEET EAST OF THE
 DO0842'CENTERLINE OF A NORTH-SOUTH ROAD AND 6.5 FEET SOUTH OF A WITNESS
 DO0842'POST.
 DO0842'
 DO0842'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SANTA NO 1 1965,
 DO0842'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0842'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 58 FEET EAST OF
 DO0842'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 27 FEET SOUTH OF THE
 DO0842'CENTERLINE OF THE EAST-WEST ROAD, 24.7 FEET NORTHEAST OF THE
 DO0842'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0842'
 DO0842'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SANTA NO 2 1965,
 DO0842'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0842'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET
 DO0842'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 36.5 FEET
 DO0842'SOUTHEAST OF THE WITNESS POST, 33 FEET EAST OF THE CENTERLINE OF
 DO0842'THE NORTH-SOUTH ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0842'
 DO0842'AZIMUTH MARK IS A STANDARD DISK, STAMPED SANTA 1965, SET IN THE
 DO0842'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0842'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET
 DO0842'NORTH OF THE CENTERLINE OF A ROAD AND 4 FEET NORTH OF A TELEPHONE
 DO0842'LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0987 ***********************************************************************
 GK0987  DESIGNATION -  SANTA
 GK0987  PID         -  GK0987
 GK0987  STATE/COUNTY-  TX/HEMPHILL
 GK0987  USGS QUAD   -  COBURN (1972)
 GK0987
 GK0987                         *CURRENT SURVEY CONTROL
 GK0987  ___________________________________________________________________
 GK0987* NAD 83(1993)-  36 01 38.81511(N)    100 14 02.00861(W)     ADJUSTED  
 GK0987* NAVD 88     -       811.     (meters)    2661.     (feet)  SCALED    
 GK0987  ___________________________________________________________________
 GK0987  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GK0987  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GK0987
 GK0987  HORZ ORDER  -  THIRD
 GK0987
 GK0987.The horizontal coordinates were established by classical geodetic methods
 GK0987.and adjusted by the National Geodetic Survey in February 1996..
 GK0987
 GK0987.The orthometric height was scaled from a topographic map.
 GK0987
 GK0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0987
 GK0987.The geoid height was determined by GEOID03.
 GK0987
 GK0987;                    North         East     Units Scale Factor Converg.
 GK0987;SPC TX N     - 1,225,654.734   314,110.614   MT  0.99996736   +0 44 01.5
 GK0987;SPC TX N     - 4,021,168.91  1,030,544.57   sFT  0.99996736   +0 44 01.5
 GK0987;UTM  14      - 3,987,697.062   388,828.191   MT  0.99975229   -0 43 32.9
 GK0987
 GK0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0987!SPC TX N     -   0.99987710  x   0.99996736  =   0.99984447
 GK0987!UTM  14      -   0.99987710  x   0.99975229  =   0.99962942
 GK0987
 GK0987|---------------------------------------------------------------------|
 GK0987| PID    Reference Object                     Distance      Geod. Az  |
 GK0987|                                                           dddmmss.s |
 GK0987| CL3958 SANTA RM 1                            6.504 METERS 04714     |
 GK0987| GK0988 SANTA 2                              11.947 METERS 14349     |
 GK0987| CL3965 SANTA 2 RM 4                                       17154     |
 GK0987| CL3959 SANTA RM 2                            6.195 METERS 23312     |
 GK0987| CL3957 SANTA AZ MK                                        2341236.5 |
 GK0987|---------------------------------------------------------------------|
 GK0987
 GK0987                          SUPERSEDED SURVEY CONTROL
 GK0987
 GK0987  NAD 83(1993)-  36 01 38.81529(N)    100 14 02.00860(W) AD(       ) 3
 GK0987  NAD 83(1986)-  36 01 38.82140(N)    100 14 01.99696(W) AD(       ) 3
 GK0987  NAD 27      -  36 01 38.67300(N)    100 14 00.52900(W) AD(       ) 3
 GK0987
 GK0987.Superseded values are not recommended for survey control.
 GK0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0987.See file dsdata.txt to determine how the superseded data were derived.
 GK0987
 GK0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8882887697(NAD 83)
 GK0987_MARKER: DS = TRIANGULATION STATION DISK
 GK0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0987
 GK0987  HISTORY     - Date     Condition        Report By
 GK0987  HISTORY     - 1952     MONUMENTED       CGS
 GK0987  HISTORY     - 1971     SEE DESCRIPTION  NGS
 GK0987
 GK0987                          STATION DESCRIPTION
 GK0987
 GK0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0987'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF U.S. HIGHWAY
 GK0987'60.  IT IS LOCATED AIRLINE ABOUT 2 MILES NORTHEAST OF GLAZIER,
 GK0987'ABOUT 9-1/2 MILES NORTHEAST OF CANADIAN, AND ABOUT 0.2 MILE
 GK0987'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 60 AND THE SIDE
 GK0987'ROAD LEADING TO LAKE MARVIN.
 GK0987'
 GK0987'THE STATION IS A STANDARD DISK STAMPED SANTA 1952 SET IN
 GK0987'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GK0987'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 105 FEET NORTHWEST
 GK0987'OF THE NORTHWEST RAIL OF A RAILROAD TRACK, 48 FEET SOUTH OF
 GK0987'THE CENTER LINE OF U.S. HIGHWAY 60, AND 10 FEET SOUTH OF A
 GK0987'WHITE WITNESS POST.
 GK0987'
 GK0987'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SANTA
 GK0987'NO 1 1952 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GK0987'WHICH IS ABOUT FLUSH WITH THE GROUND AND ABOUT THE SAME
 GK0987'ELEVATION AS THE STATION.  IT IS ABOUT 105 FEET NORTHWEST
 GK0987'OF THE NORTHWEST RAIL OF A RAILROAD TRACK AND 48 FEET SOUTH
 GK0987'OF THE CENTER LINE OF U.S. HIGHWAY 60.
 GK0987'
 GK0987'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SANTA NO
 GK0987'2 1952 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GK0987'WHICH IS ABOUT FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN
 GK0987'THE STATION.  IT IS ABOUT 105 FEET NORTHWEST OF THE NORTHWEST
 GK0987'RAIL OF A RAILROAD TRACK AND 48 FEET SOUTH OF THE CENTER LINE
 GK0987'OF U.S. HIGHWAY 60.
 GK0987'
 GK0987'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SANTA 1952 SET IN
 GK0987'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 GK0987'FLUSH WITH THE GROUND.  IT IS 45 FEET NORTHWEST OF THE CENTER
 GK0987'LINE OF U.S. HIGHWAY 60, 8 FEET WEST OF A WHITE WITNESS POST,
 GK0987'AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 GK0987'
 GK0987'TO REACH THE STATION FROM THE POST OFFICE IN GLAZIER, GO NORTHEAST
 GK0987'ON U.S. HIGHWAY 60 FOR 1.9 MILES TO THE AZIMUTH MARK ON THE LEFT,
 GK0987'NORTH, SIDE OF THE HIGHWAY.  CONTINUE STRAIGHT AHEAD, NORTHEAST,
 GK0987'FOR 0.5 MILE TO THE HIGHEST POINT OF A SMALL KNOLL AND THE
 GK0987'STATION ON THE RIGHT, SOUTH, SIDE OF THE HIGHWAY.
 GK0987
 GK0987                          STATION RECOVERY (1971)
 GK0987
 GK0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GK0987'THE STATION SURFACE MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND
 GK0987'DESTROYED.  THE STATION SUB-SURFACE MARK AND AZIMUTH MARK
 GK0987'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK
 GK0987'AND THE AZIMUTH MARK WILL BE DESTROYED BY ROAD CONSTRUCTION
 GK0987'IN THE NEAR FUTURE.  A SANTA 2 1971 WAS ESTABLISHED FROM THE
 GK0987'SUB-SURFACE MARK AS SHOWN ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0988 ***********************************************************************
 GK0988  DESIGNATION -  SANTA 2
 GK0988  PID         -  GK0988
 GK0988  STATE/COUNTY-  TX/HEMPHILL
 GK0988  USGS QUAD   -  COBURN (1972)
 GK0988
 GK0988                         *CURRENT SURVEY CONTROL
 GK0988  ___________________________________________________________________
 GK0988* NAD 83(1993)-  36 01 38.50225(N)    100 14 01.72691(W)     ADJUSTED  
 GK0988* NAVD 88     -       811.     (meters)    2661.     (feet)  SCALED    
 GK0988  ___________________________________________________________________
 GK0988  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GK0988  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GK0988
 GK0988  HORZ ORDER  -  THIRD
 GK0988
 GK0988.The horizontal coordinates were established by classical geodetic methods
 GK0988.and adjusted by the National Geodetic Survey in February 1996..
 GK0988.No horizontal observational check was made to the station.
 GK0988
 GK0988.The orthometric height was scaled from a topographic map.
 GK0988
 GK0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0988
 GK0988.The geoid height was determined by GEOID03.
 GK0988
 GK0988;                    North         East     Units Scale Factor Converg.
 GK0988;SPC TX N     - 1,225,645.182   314,117.790   MT  0.99996734   +0 44 01.7
 GK0988;SPC TX N     - 4,021,137.57  1,030,568.12   sFT  0.99996734   +0 44 01.7
 GK0988;UTM  14      - 3,987,687.333   388,835.119   MT  0.99975227   -0 43 32.8
 GK0988
 GK0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0988!SPC TX N     -   0.99987710  x   0.99996734  =   0.99984445
 GK0988!UTM  14      -   0.99987710  x   0.99975227  =   0.99962940
 GK0988
 GK0988|---------------------------------------------------------------------|
 GK0988| PID    Reference Object                     Distance      Geod. Az  |
 GK0988|                                                           dddmmss.s |
 GK0988| CL3964 SANTA 2 RM 3                          6.150 METERS 05400     |
 GK0988| CL3965 SANTA 2 RM 4                                       23221     |
 GK0988| CL3957 SANTA AZ MK                                        2350029.8 |
 GK0988| CL3963 SANTA 2 AZ MK                                      2362503.4 |
 GK0988| GK0987 SANTA                                11.947 METERS 32349     |
 GK0988|---------------------------------------------------------------------|
 GK0988
 GK0988                          SUPERSEDED SURVEY CONTROL
 GK0988
 GK0988  NAD 83(1993)-  36 01 38.50243(N)    100 14 01.72689(W) AD(       ) 3
 GK0988  NAD 83(1986)-  36 01 38.50857(N)    100 14 01.71528(W) AD(       ) 3
 GK0988  NAD 27      -  36 01 38.36021(N)    100 14 00.24738(W) AD(       ) 3
 GK0988
 GK0988.Superseded values are not recommended for survey control.
 GK0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0988.See file dsdata.txt to determine how the superseded data were derived.
 GK0988
 GK0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8883587687(NAD 83)
 GK0988_MARKER: DS = TRIANGULATION STATION DISK
 GK0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0988
 GK0988  HISTORY     - Date     Condition        Report By
 GK0988  HISTORY     - 1971     MONUMENTED       NGS
 GK0988
 GK0988                          STATION DESCRIPTION
 GK0988
 GK0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GK0988'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHWEST OF HIGGINS,
 GK0988'12 MILES NORTHEAST OF CANADIAN, 2 MILES NORTHEAST OF GLAZIER,
 GK0988'ON A LOW SANDY RIDGE LOCATED BETWEEN U.S. HWY. 60 AND THE
 GK0988'TOPEKA AND SANTA FE RAILROAD TRACKS AND ON THE RIGHT-OF-WAY
 GK0988'OF THE TOPEKA SANTA FE RAILWAY.
 GK0988'
 GK0988'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 60 AND
 GK0988'FARM ROAD 305 IN GLAZIER, GO NORTHEAST OF U.S. HWY. 60 FOR
 GK0988'1.55 MILES TO AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST
 GK0988'ON U.S. HWY. 60 FOR 0.5 MILE TO STATION ON THE RIGHT.
 GK0988'
 GK0988'STATION MARKS ARE STANDARD DISKS, STAMPED SANTA 2 1971, THE
 GK0988'SURFACE MARK IS A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 GK0988'GROUND.  IT IS 107 FEET SOUTHEAST OF THE PROPOSED CENTER-LINE
 GK0988'OF U.S. HWY. 60, 78 FEET NORTHWEST OF THE WEST RAIL OF THE
 GK0988'RAILROAD TRACKS, 34 FEET NORTHWEST OF THE CENTER OF A SAND
 GK0988'ROAD, 10.4 FEET SOUTHWEST OF A TELEPHONE POLE WITH A TRIANGULAR
 GK0988'BLAZE, 3.8 FEET SOUTHWEST OF A METAL WITNESS POST AND ON LINE
 GK0988'WITH A NORTHEAST-SOUTHWEST TELEPHONE LINE.
 GK0988'
 GK0988'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A SQUARE CONCRETE
 GK0988'POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED SANTA
 GK0988'2 NO 3 1971.  IT IS 107 FEET SOUTHEAST OF THE PROPOSED
 GK0988'CENTER-LINE OF U.S. HWY. 60, 78 FEET NORTHWEST OF THE WEST
 GK0988'RAIL OF RAILROAD TRACKS, 10 FEET NORTHEAST OF A TELEPHONE
 GK0988'POLE WITH A TRIANGULAR BLAZE AND 17 FEET NORTHEAST OF A METAL
 GK0988'WITNESS POST.
 GK0988'
 GK0988'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A SQUARE CONCRETE
 GK0988'POST THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GK0988'SANTA 2 NO 4 1971.  IT IS 107 FEET SOUTHEAST OF THE PROPOSED
 GK0988'CENTER-LINE OF U.S. HWY. 60, 78 FEET NORTHWEST OF THE WEST
 GK0988'RAIL OF RAILROAD TRACKS, 31 FEET SOUTHEAST OF A TELEPHONE
 GK0988'POLE WITH A TRIANGULAR BLAZE AND 25 FEET SOUTHEAST OF A METAL
 GK0988'WITNESS POST.
 GK0988'
 GK0988'AZIMUTH MARK IS A STANDARD DISK, SET IN A SQUARE CONCRETE
 GK0988'POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED SANTA 2
 GK0988'1971.  IT IS 86 FEET NORTHWEST OF THE PROPOSED CENTER-LINE
 GK0988'OF U.S. HWY. 60, 49 FEET NORTH OF A METAL WITNESS POST AND
 GK0988'FENCE-LINE AND 7 FEET NORTHEAST OF A HI-LINE POLE.  (NOTE--THE
 GK0988'FENCE-LINE AND WITNESS POST WILL BE MOVED BY CONSTRUCTION,
 GK0988'COUNTY SURVEYORS WILL RESET THE WITNESS POST.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1061 ***********************************************************************
 CA1061  DESIGNATION -  SANTA ANNA
 CA1061  PID         -  CA1061
 CA1061  STATE/COUNTY-  TX/COLEMAN
 CA1061  USGS QUAD   -  SANTA ANNA (1987)
 CA1061
 CA1061                         *CURRENT SURVEY CONTROL
 CA1061  ___________________________________________________________________
 CA1061* NAD 83(1993)-  31 44 40.56843(N)    099 18 35.78563(W)     ADJUSTED  
 CA1061* NAVD 88     -       594.1    (meters)    1949.     (feet)  VERTCON   
 CA1061  ___________________________________________________________________
 CA1061  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CA1061  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CA1061
 CA1061  HORZ ORDER  -  FIRST
 CA1061
 CA1061.The horizontal coordinates were established by classical geodetic methods
 CA1061.and adjusted by the National Geodetic Survey in February 1996..
 CA1061
 CA1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1061
 CA1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1061
 CA1061.The geoid height was determined by GEOID03.
 CA1061
 CA1061;                    North         East     Units Scale Factor Converg.
 CA1061;SPC TX C     - 3,230,803.621   796,966.007   MT  0.99996568   +0 31 37.6
 CA1061;SPC TX C     -10,599,728.21  2,614,712.64   sFT  0.99996568   +0 31 37.6
 CA1061;UTM  14      - 3,512,169.136   470,643.545   MT  0.99961063   -0 09 47.1
 CA1061
 CA1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1061!SPC TX C     -   0.99991075  x   0.99996568  =   0.99987643
 CA1061!UTM  14      -   0.99991075  x   0.99961063  =   0.99952141
 CA1061
 CA1061:                Primary Azimuth Mark                     Grid Az
 CA1061:SPC TX C     -  BANGS WATER TANK                         100 36 53.2
 CA1061:UTM  14      -  BANGS WATER TANK                         101 18 17.9
 CA1061
 CA1061|---------------------------------------------------------------------|
 CA1061| PID    Reference Object                     Distance      Geod. Az  |
 CA1061|                                                           dddmmss.s |
 CA1061| CA1059 BANGS WATER TANK                    APPROX.17.2 KM 1010830.8 |
 CA1061| CV6227 SANTA ANNA RM 1                       7.534 METERS 16814     |
 CA1061| CV6225 SANTA ANNA AZ MK                                   2321522.2 |
 CA1061| CV6226 SANTA ANNA AZ MK 2                                 2432442.2 |
 CA1061| CV6228 SANTA ANNA RM 2                      11.582 METERS 29557     |
 CA1061| CA1076 COLEMAN COUNTY CTHSE DOME           APPROX.14.4 KM 3115917.8 |
 CA1061|---------------------------------------------------------------------|
 CA1061
 CA1061                          SUPERSEDED SURVEY CONTROL
 CA1061
 CA1061  NAD 83(1986)-  31 44 40.57665(N)    099 18 35.77126(W) AD(       ) 1
 CA1061  NAD 27      -  31 44 40.04204(N)    099 18 34.56523(W) AD(       ) 1
 CA1061  NGVD 29 (07/28/98)  594.0    (m)         1949.     (f) VERT ANG       
 CA1061
 CA1061.Superseded values are not recommended for survey control.
 CA1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1061.See file dsdata.txt to determine how the superseded data were derived.
 CA1061
 CA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA7064412169(NAD 83)
 CA1061_MARKER: DS = TRIANGULATION STATION DISK
 CA1061_SETTING: 66 = SET IN ROCK OUTCROP
 CA1061_PROJECTION: FLUSH
 CA1061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1061+STABILITY: POSITION/ELEVATION WELL
 CA1061
 CA1061  HISTORY     - Date     Condition        Report By
 CA1061  HISTORY     - 1935     MONUMENTED       CGS
 CA1061  HISTORY     - 1937     GOOD             TXHD
 CA1061  HISTORY     - 1943     GOOD             CGS
 CA1061  HISTORY     - 1961     GOOD             CGS
 CA1061  HISTORY     - 1967     GOOD             CGS
 CA1061  HISTORY     - 1967     GOOD             USGS
 CA1061  HISTORY     - 1967     GOOD             USGS
 CA1061  HISTORY     - 1975     GOOD             NGS
 CA1061  HISTORY     - 1982     GOOD             NGS
 CA1061
 CA1061                          STATION DESCRIPTION
 CA1061
 CA1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1061'STATION IS LOCATED ON THE E, SMALLER, AND SLIGHTLY LOWER OF
 CA1061'TWO FLAT MOUNTAINS AT THE E EDGE OF THE TOWN OF SANTA ANNA.
 CA1061'IT IS 250 YARDS W OF E EDGE, 140 FEET N OF S EDGE, AND 105
 CA1061'FEET E OF W EDGE OF THE MOUNTAIN, IN A CLEARED AREA SURROUNDED
 CA1061'BY SMALL TREES AND BRUSH.
 CA1061'
 CA1061'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 CA1061'ROCK OUTCROP SURROUNDED BY A LARGE CEMENT TRIANGLE.
 CA1061'
 CA1061'REFERENCE MARK 1 IS SSW OF THE STATION.  IT IS A BRONZE
 CA1061'REFERENCE DISK SET IN BEDROCK.
 CA1061'
 CA1061'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE
 CA1061'DISK SET IN BEDROCK.
 CA1061'
 CA1061'AZIMUTH MARK IS SW OF THE STATION.  IT IS REACHED FROM THE
 CA1061'SANTA ANNA NATIONAL BANK, BY GOING W 0.5 MILE.  TURN LEFT
 CA1061'(S) AT TEXACO FILLING STATION, GO 0.85 MILE TO MARK IN W
 CA1061'RIGHT-OF-WAY FENCE LINE, ABOUT 200 YARDS S OF CITY LIMITS
 CA1061'SIGN, 50 FEET N OF T-ROAD LEADING W, AND 36 FEET W OF THE
 CA1061'CENTER LINE OF A N-S ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN
 CA1061'THE TOP OF A CONCRETE POST AND PROJECTS ABOUT 6 INCHES ABOVE
 CA1061'THE GROUND.
 CA1061'
 CA1061'TO REACH STATION FROM THE SANTA ANNA NATIONAL BANK IN SANTA
 CA1061'ANNA, GO E ON MAIN STREET AND U.S. HIGHWAY 67 FOR 0.35 MILE,
 CA1061'TURN LEFT (N) ON A T-ROAD AT E SIDE OF GASOLINE STATION IN NW
 CA1061'ANGLE, GO N FOR 0.4 MILE, TURN RIGHT THROUGH GATE IN FENCE AND
 CA1061'FOLLOW ROAD TO TOP OF MOUNTAIN.  FROM THE END OF THE ROAD THE
 CA1061'STATION IS ABOUT 1/4 MILE SE.
 CA1061'
 CA1061'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CA1061
 CA1061                          STATION RECOVERY (1937)
 CA1061
 CA1061'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1061'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 CA1061'AND IN GOOD CONDITION.  DESCRIPTION FOR LOCATING STATION IS
 CA1061'GOOD WITH THE FOLLOWING ADDITIONAL INFORMATION--THE MOUNTAIN
 CA1061'IS L-SHAPED, ONE PRONG POINTING W, ONE S.  STATION IS ON THE
 CA1061'S END OF THE S PRONG.
 CA1061
 CA1061                          STATION RECOVERY (1943)
 CA1061
 CA1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA1061'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CA1061'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION AND THE 1935
 CA1061'DESCRIPTION WAS FOUND TO BE CORRECT AND ADEQUATE.
 CA1061'
 CA1061'OBSERVATIONS MADE FROM A 37-FOOT STEEL TOWER.
 CA1061
 CA1061                          STATION RECOVERY (1961)
 CA1061
 CA1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 CA1061'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 CA1061'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 CA1061'FOR BUT WAS NOT FOUND.  POSSIBLY IT HAS BEEN DESTROYED BY THE
 CA1061'CONSTRUCTION OF U.S. HIGHWAY NO. 283 OVER THE ROAD MENTIONED
 CA1061'IN THE ORIGINAL DESCRIPTION.  A NEW DESCRIPTION FOLLOWS--
 CA1061'
 CA1061'TO REACH THE STATION FROM THE SANTA ANNA NATIONAL BANK IN
 CA1061'SANTA ANNA, GO EAST ON U.S. HIGHWAY NO. 67 FOR 0.5 MILE TO
 CA1061'A DIRT ROAD ON THE LEFT, TURN LEFT AND GO NORTH FOR .15 MILE
 CA1061'TO A GATE ON THE RIGHT, CONTINUE THROUGH GATE FOR 0.5 MILE
 CA1061'TO A LOCKED GATE.  FROM LOCKED GATE CONTINUE ON DIRT ROAD FOR
 CA1061'.6 MILE TO A WATER TANK AT THE TOP OF THE MOUNTAIN.  FROM
 CA1061'WATER TANK GO SOUTH-EAST FOR .2 MILE TO STATION.  NOTE.  KEY
 CA1061'TO LOCKED GATE MAY BE OBTAINED FROM CITY WATER DEPARTMENT.
 CA1061
 CA1061                          STATION RECOVERY (1967)
 CA1061
 CA1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (IB)
 CA1061'THE STATION WAS FOUND AS DESCRIBED.
 CA1061'
 CA1061'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CA1061'
 CA1061'STATION MARK--A USC AND GS DISK SET IN DRILL HOLE IN ROCK
 CA1061'OUTCROP SURROUNDED BY A LARGE CEMENT TRIANGLE.  THE DISK IS
 CA1061'STAMPED SANTA ANNA 1935.
 CA1061'
 CA1061'REFERENCE MARK NO. 1--A STANDARD USC AND GS BRONZE DISK
 CA1061'CEMENTED IN BEDROCK.
 CA1061'
 CA1061'REFERENCE MARK NO. 2--A STANDARD USC AND GS BRONZE DISK
 CA1061'CEMENTED IN BEDROCK.
 CA1061'
 CA1061'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  HOWEVER, LOSS ET,
 CA1061'6.9 MILES WEST, IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 CA1061'THE AZIMUTH MARK.
 CA1061
 CA1061                          STATION RECOVERY (1967)
 CA1061
 CA1061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CA1061'STATION MARK--STANDARD USC AND GS DISK SET IN DRILL HOLE IN ROCK
 CA1061'OUTCROP SURROUNDED BY LARGE CEMENT TRIANGLE, STAMPED ---SANTA ANNA
 CA1061'1935---.
 CA1061
 CA1061                          STATION RECOVERY (1967)
 CA1061
 CA1061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CA1061'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31099-1, STATION 1025.
 CA1061'RECOVERED BY USGS IN 1967.  STATION WAS FOUND AS DESCRIBED.  STATION
 CA1061'AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CA1061'STATION MARK--STANDARD USC AND GS DISK SET IN DRILL HOLE IN ROCK
 CA1061'OUTCROP SURROUNDED BY LARGE CEMENT TRIANGLE, STAMPED---SANTA ANNA
 CA1061'1935---.
 CA1061
 CA1061                          STATION RECOVERY (1975)
 CA1061
 CA1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA1061'NO MEASUREMENTS BETWEEN R.M.S DUE TO BRUSH ON LINE.
 CA1061'
 CA1061'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 CA1061'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AT THIS
 CA1061'TIME BUT NOT FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 CA1061'DISTANCE AND DIRECTION TO THE REFERENCE MARKS COMPARED
 CA1061'FAVORABLY WITH 1935 OBSERVATIONS, WITH THE EXCEPTION THAT A
 CA1061'DIFFERENCE OF 0.006 METER SHORTER TO REFERENCE MARK 1 WAS
 CA1061'NOTED AND VERIFIED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CA1061'
 CA1061'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF SANTA ANNA,
 CA1061'10 MILES WEST OF BANGS AND ON SOUTH END OF HIGH FLAT TOP
 CA1061'MESA EAST-SOUTHEAST OF SANTA ANNA.  THE STATION IS ON THE
 CA1061'PROPERTY OF MR. L.D. SHIELDS, PHONE 915/348-3670.
 CA1061'
 CA1061'STATION MARK IS A STANDARD DISK STAMPED SANTA ANNA 1935 1950
 CA1061'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON
 CA1061'THE SOUTH END OF HIGH MESA.
 CA1061'
 CA1061'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SANTA ANNA NO 1
 CA1061'1935 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 CA1061'FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET SOUTH-SOUTHEAST
 CA1061'OF STATION.
 CA1061'
 CA1061'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SANTA ANNA NO 2
 CA1061'1935 CEMENTED IN A DRILL HOLE IN OUTCROPING BEDROCK WHICH IS
 CA1061'FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET WEST-NORTHWEST
 CA1061'OF STATION.
 CA1061'
 CA1061'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED SANTA
 CA1061'ANNA 1935 AZ 2 1975 CEMENTED IN A DRILL HOLE IN CONCRETE
 CA1061'CURBING.  IT IS 1 FOOT EAST OF EDGE OF CURB, 13 FEET SOUTH
 CA1061'OF CURB CORNER, 66 FEET NORTH OF CENTER OF FIRST BAPTIST
 CA1061'CHURCH SIGN AND IN FRONT OF CHURCH.
 CA1061'
 CA1061'TO REACH THE STATION FROM THE SANTA ANNA NATIONAL BANK GO
 CA1061'EASTERLY ON STATE HIGHWAYS 67 AND 84 FOR 0.5 MILE TO A DIRT
 CA1061'ROAD LEFT.  TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.15
 CA1061'MILE TO A FORK, TAKE RIGHT FORK FOR 0.05 MILE TO A GATE.  PASS
 CA1061'THROUGH GATE AND GO NORTHERLY FOR 0.1 MILE TO A DIAGONAL
 CA1061'CROSSROAD, CONTINUE AHEAD UP HILL FOR 0.55 MILE GOING THROUGH
 CA1061'OLD GRAVEL PIT TO WATER TANK.  CONTINUE ON TRACK ROAD
 CA1061'SOUTH-SOUTHEAST FOR 0.45 MILE TO THE STATION AS DESCRIBED.
 CA1061'
 CA1061'HEIGHT OF LIGHT ABOVE STATION MARK 6.23 FEET.
 CA1061'
 CA1061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 CA1061'EAST OF SANTA ANNA
 CA1061
 CA1061                          STATION RECOVERY (1982)
 CA1061
 CA1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CA1061'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD
 CA1061'CONDITION AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6226 ***********************************************************************
 AW6226  DESIGNATION -  SANTA ANNA USE 1900
 AW6226  PID         -  AW6226
 AW6226  STATE/COUNTY-  TX/HARRIS
 AW6226  USGS QUAD   -  HIGHLANDS (1995)
 AW6226
 AW6226                         *CURRENT SURVEY CONTROL
 AW6226  ___________________________________________________________________
 AW6226* NAD 83(1993)-  29 45 06.35220(N)    095 04 35.55122(W)     ADJUSTED  
 AW6226* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6226  ___________________________________________________________________
 AW6226  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6226  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6226
 AW6226  HORZ ORDER  -  THIRD
 AW6226
 AW6226.The horizontal coordinates were established by classical geodetic methods
 AW6226.and adjusted by the National Geodetic Survey in February 1996..
 AW6226
 AW6226.The orthometric height was scaled from a topographic map.
 AW6226
 AW6226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6226
 AW6226.The geoid height was determined by GEOID03.
 AW6226
 AW6226;                    North         East     Units Scale Factor Converg.
 AW6226;SPC TXSC     - 4,218,978.934   979,385.411   MT  0.99988962   +1 55 19.7
 AW6226;SPC TXSC     -13,841,766.72  3,213,200.30   sFT  0.99988962   +1 55 19.7
 AW6226;UTM  15      - 3,293,085.541   299,203.285   MT  1.00009749   -1 01 50.9
 AW6226
 AW6226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6226!SPC TXSC     -   1.00000411  x   0.99988962  =   0.99989373
 AW6226!UTM  15      -   1.00000411  x   1.00009749  =   1.00010160
 AW6226
 AW6226:                Primary Azimuth Mark                     Grid Az
 AW6226:SPC TXSC     -  DAVIS                                    108 17 08.8
 AW6226:UTM  15      -  DAVIS                                    111 14 19.4
 AW6226
 AW6226|---------------------------------------------------------------------|
 AW6226| PID    Reference Object                     Distance      Geod. Az  |
 AW6226|                                                           dddmmss.s |
 AW6226| AW0990 DAVIS                               APPROX. 5.0 KM 1101228.5 |
 AW6226|---------------------------------------------------------------------|
 AW6226
 AW6226                          SUPERSEDED SURVEY CONTROL
 AW6226
 AW6226  NAD 83(1986)-  29 45 06.36789(N)    095 04 35.53230(W) AD(       ) 3
 AW6226  NAD 27      -  29 45 05.54954(N)    095 04 34.78442(W) AD(       ) 3
 AW6226
 AW6226.Superseded values are not recommended for survey control.
 AW6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6226.See file dsdata.txt to determine how the superseded data were derived.
 AW6226
 AW6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9920393086(NAD 83)
 AW6226_MARKER: Z = SEE DESCRIPTION
 AW6226_SETTING: 0 = UNSPECIFIED SETTING
 AW6226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6226
 AW6226  HISTORY     - Date     Condition        Report By
 AW6226  HISTORY     - 1900     MONUMENTED       USE
 AW6226  HISTORY     - 1930     GOOD             CGS
 AW6226  HISTORY     - 1949     GOOD             HLPCO
 AW6226  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6226  HISTORY     - 1954     MARK NOT FOUND   USGS
 AW6226  HISTORY     - 19980310 MARK NOT FOUND   USPSQD
 AW6226  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW6226
 AW6226                          STATION DESCRIPTION
 AW6226
 AW6226'DESCRIBED BY US ENGINEERS 1900
 AW6226'ON SWAMPY GROUND, ON THE SW SIDE OF THE SAN JACINTO RIVER,
 AW6226'30 METERS NW OF LAKE SANTA ANNA, AND 30 METERS E OF A SCRUBBY
 AW6226'GROWTH OF TREES.  STATION IS MARKED BY A U.S.E. STANDARD
 AW6226'STATION MARK.
 AW6226'
 AW6226'THERE ARE TWO U.S.E. STANDARD REFERENCE MARKS, EACH 30.48
 AW6226'METERS FROM THE STATION, ONE NW AND THE OTHER DUE E.
 AW6226
 AW6226                          STATION RECOVERY (1930)
 AW6226
 AW6226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6226'LOCATED 1/2 MILE SW OF HOUSTON SHIP CHANNEL, ABOUT 70 METERS
 AW6226'NW OF LAKE SANTA ANNA, AND ABOUT 120 METERS E OF PROPERTY-LINE
 AW6226'FENCE OF SAN JACINTO STATE PARK.  IT IS ON THE N EDGE OF A
 AW6226'90- BY 30-METER CLUMP OF TREES SURROUNDED BY MARSH AND IS MARKED
 AW6226'BY A U.S.E. STANDARD STATION MARK.
 AW6226'
 AW6226'REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 AW6226
 AW6226                          STATION RECOVERY (1949)
 AW6226
 AW6226'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1949 (THE)
 AW6226'THE STATION MARK WAS RECOVERED UNDER 4 FEET OF DREDGE SPOIL.  THE
 AW6226'MARKINGS COULD NOT BE MADE OUT AND NO ATTEMPT WAS MADE TO RECOVER
 AW6226'THE REFERENCE MARKS.
 AW6226
 AW6226                          STATION RECOVERY (1952)
 AW6226
 AW6226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6226'STATION WAS NOT RECOVERED.  THE STATION WAS COVERED BY 6 TO
 AW6226'8 FEET OF SPOIL.  IT COULD BE RECOVERED BY EXTENSIVE SURVEY
 AW6226'METHODS ONLY.
 AW6226
 AW6226                          STATION RECOVERY (1954)
 AW6226
 AW6226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AW6226'REPORTED IN 1952 AS BEING COVERED WITH 6 TO 8 FEET OF SPOIL.
 AW6226'A SEARCH WAS MADE FOR THE MARK BUT WAS NOT FOUND.
 AW6226
 AW6226                          STATION RECOVERY (1998)
 AW6226
 AW6226'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6226'MARK NOT FOUND.
 AW6226
 AW6226                          STATION RECOVERY (2005)
 AW6226
 AW6226'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6226'UNDER A SPOIL AREA FROM THE CHANNEL DREDGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1505 ***********************************************************************
 AB1505  DESIGNATION -  SANTIAGO 1950
 AB1505  PID         -  AB1505
 AB1505  STATE/COUNTY-  TX/CAMERON
 AB1505  USGS QUAD   -  PORT ISABEL (1983)
 AB1505
 AB1505                         *CURRENT SURVEY CONTROL
 AB1505  ___________________________________________________________________
 AB1505* NAD 83(1993)-  26 03 27.29295(N)    097 09 22.08349(W)     ADJUSTED  
 AB1505* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AB1505  ___________________________________________________________________
 AB1505  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AB1505  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 AB1505
 AB1505  HORZ ORDER  -  THIRD
 AB1505
 AB1505.The horizontal coordinates were established by classical geodetic methods
 AB1505.and adjusted by the National Geodetic Survey in February 1996..
 AB1505
 AB1505.The orthometric height was scaled from a topographic map.
 AB1505
 AB1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1505
 AB1505.The geoid height was determined by GEOID03.
 AB1505
 AB1505;                    North         East     Units Scale Factor Converg.
 AB1505;SPC TX S     - 5,044,027.868   434,480.497   MT  1.00002927   +0 36 36.4
 AB1505;SPC TX S     -16,548,614.76  1,425,458.10   sFT  1.00002927   +0 36 36.4
 AB1505;UTM  14      - 2,883,364.742   684,459.416   MT  1.00002013   +0 48 36.7
 AB1505
 AB1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1505!SPC TX S     -   1.00000321  x   1.00002927  =   1.00003248
 AB1505!UTM  14      -   1.00000321  x   1.00002013  =   1.00002334
 AB1505
 AB1505:                Primary Azimuth Mark                     Grid Az
 AB1505:SPC TX S     -  BRAZOS SANTIAGO LIGHT 28                 255 41 29.8
 AB1505:UTM  14      -  BRAZOS SANTIAGO LIGHT 28                 255 29 29.5
 AB1505
 AB1505|---------------------------------------------------------------------|
 AB1505| PID    Reference Object                     Distance      Geod. Az  |
 AB1505|                                                           dddmmss.s |
 AB1505| AB1498 BRAZOS SANTIAGO LIGHT 28            APPROX. 4.2 KM 2561806.2 |
 AB1505| AB1495 BRAZOS                              APPROX. 2.1 KM 3365443.6 |
 AB1505| AB1508 BRAZOS SANTIAGO RNG REAR LT         APPROX. 1.6 KM 3560227.3 |
 AB1505|---------------------------------------------------------------------|
 AB1505
 AB1505                          SUPERSEDED SURVEY CONTROL
 AB1505
 AB1505  NAD 83(1986)-  26 03 27.30031(N)    097 09 22.03789(W) AD(       ) 3
 AB1505  NAD 27      -  26 03 26.02100(N)    097 09 21.14000(W) AD(       ) 3
 AB1505
 AB1505.Superseded values are not recommended for survey control.
 AB1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1505.See file dsdata.txt to determine how the superseded data were derived.
 AB1505
 AB1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8445983365(NAD 83)
 AB1505_MARKER: DS = TRIANGULATION STATION DISK
 AB1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1505+STABILITY: SURFACE MOTION
 AB1505
 AB1505  HISTORY     - Date     Condition        Report By
 AB1505  HISTORY     - 1950     MONUMENTED       CGS
 AB1505  HISTORY     - 1955     SEE DESCRIPTION  USGS
 AB1505  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 AB1505
 AB1505                          STATION DESCRIPTION
 AB1505
 AB1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1505'LOCATED ON N. END OF BRAZOS ISLAND, 22.8 MILES ENE. OF BROWNSVILLE,
 AB1505'3.2 MILES SE. OF PORT ISABEL, 0.4 MILE S. OF BRAZOS SANTIAGO.
 AB1505'
 AB1505'STATION IS ON THE SECOND HIGHEST SAND DUNE IN THE AREA, (THE
 AB1505'HIGHEST DUNE IS 200 FT. TO THE NE.) AND 2.0 FT. N. OF A 4 X 4
 AB1505'INCH WHITE WOODEN WITNESS POST.  STAMPED SANTIAGO 1950 AND
 AB1505'PROJECTS 3 INCHES.  THERE IS NO SUB-SURFACE MARK.
 AB1505'
 AB1505'REFERENCE MARK NO. 1 IS ON THE GRASS FLAT N. OF THE STATION, ON
 AB1505'RANGE WITH BRAZOS 1939 (WHICH IS VISIBLE BETWEEN THE GROUND AND
 AB1505'THE FIRST FLOOR OF THE COAST GUARD BARRACKS ON PADRE ISLAND).
 AB1505'IT IS STAMPED SANTIAGO 1950 NO 1 AND IS FLUSH WITH THE GROUND.
 AB1505'
 AB1505'REFERENCE MARK NO. 2 IS ON THE GRASS FLAT W. OF THE STATION,
 AB1505'ON RANGE WITH CLARK (USE) 1950.  IT IS STAMPED SANTIAGO 1950
 AB1505'NO 2 AND PROJECTS 4 INCHES.
 AB1505'
 AB1505'TO REACH THE STATION FROM THE INTERSECTION OF TEXAS HIGHWAYS NO.
 AB1505'4 AND 48 (BOCA CHICA ROAD AND PORT BROWNSVILLE ROAD, RESPECTIVELY)
 AB1505'IN BROWNSVILLE, GO E. ON HIGHWAY NO. 4 FOR 23.2 MILES TO THE
 AB1505'GULF OF MEXICO, TURN N. (LEFT) 4.9 MILES ALONG THE BEACH TO
 AB1505'THE SOUTH JETTY AT BRAZOS SANTIAGO, TURN W. (LEFT) (LEAVING THE
 AB1505'BEACH) 0.2 MILE TO A TRAIL LEADING S. FROM OLD WOOD PILING,
 AB1505'GO S 0.5 MILE ON TRAIL, TOWARDS HIGHEST SAND DUNE IN AREA, TO
 AB1505'POINT WHERE TRAIL MAKES A SHARP TURN TO W. (RIGHT), CONTINUE
 AB1505'S.  (STRAIGHT AHEAD) ACROSS GRASS FLAT AND LOW DUNE TO HIGHEST
 AB1505'DUNE IMMEDIATELY W. OF HIGHEST DUNE IN AREA AND STATION SITE.
 AB1505'THIS STATION CAN BEST BE REACHED BY FOUR-WHEEL DRIVE VEHICLE.
 AB1505'
 AB1505'TO REACH THE STATION BY BOAT, LAND W. OF THE W. END OF THE
 AB1505'SOUTH JETTY AND WALK TO THE STATION.
 AB1505
 AB1505                          STATION RECOVERY (1955)
 AB1505
 AB1505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AB1505'STATION DESTROYED.  CONCRETE POST WAS FOUND LAYING ON SAND WHERE
 AB1505'SAND HAD BLOWN OUT FROM AROUND IT ALLOWING IT TO FALL.  REF.
 AB1505'MARKS NO.S 1 AND 2 WERE FOUND IN GOOD CONDTION.
 AB1505
 AB1505                          STATION RECOVERY (1991)
 AB1505
 AB1505'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0422 ***********************************************************************
 BA0422  DESIGNATION -  SANTIAGO PEAK CAIRN
 BA0422  PID         -  BA0422
 BA0422  STATE/COUNTY-  TX/BREWSTER
 BA0422  USGS QUAD   -  SANTIAGO PEAK (1983)
 BA0422
 BA0422                         *CURRENT SURVEY CONTROL
 BA0422  ___________________________________________________________________
 BA0422* NAD 83(1993)-  29 50 07.10848(N)    103 24 58.27199(W)     ADJUSTED  
 BA0422* NAVD 88     -      1997.     (meters)    6552.     (feet)  SCALED    
 BA0422  ___________________________________________________________________
 BA0422  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BA0422  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 BA0422
 BA0422  HORZ ORDER  -  THIRD
 BA0422
 BA0422.The horizontal coordinates were established by classical geodetic methods
 BA0422.and adjusted by the National Geodetic Survey in February 1996..
 BA0422
 BA0422.The orthometric height was scaled from a topographic map.
 BA0422
 BA0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0422
 BA0422.The geoid height was determined by GEOID03.
 BA0422
 BA0422;                    North         East     Units Scale Factor Converg.
 BA0422;SPC TXSC     - 4,229,930.786   173,340.314   MT  0.99990126   -2 09 48.8
 BA0422;SPC TXSC     -13,877,697.92    568,700.68   sFT  0.99990126   -2 09 48.8
 BA0422;UTM  13      - 3,301,588.714   653,016.643   MT  0.99988889   +0 47 17.2
 BA0422
 BA0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0422!SPC TXSC     -   0.99968976  x   0.99990126  =   0.99959105
 BA0422!UTM  13      -   0.99968976  x   0.99988889  =   0.99957868
 BA0422
 BA0422:                Primary Azimuth Mark                     Grid Az
 BA0422:SPC TXSC     -  ORD 2                                    350 10 01.0
 BA0422:UTM  13      -  ORD 2                                    347 12 55.0
 BA0422
 BA0422|---------------------------------------------------------------------|
 BA0422| PID    Reference Object                     Distance      Geod. Az  |
 BA0422|                                                           dddmmss.s |
 BA0422| BP0912 ORD 2                               APPROX.45.9 KM 3480012.2 |
 BA0422|---------------------------------------------------------------------|
 BA0422
 BA0422                          SUPERSEDED SURVEY CONTROL
 BA0422
 BA0422  NAD 83(1986)-  29 50 07.10223(N)    103 24 58.27607(W) AD(       ) 3
 BA0422  NAD 27      -  29 50 06.44300(N)    103 24 56.64100(W) AD(       ) 3
 BA0422
 BA0422.Superseded values are not recommended for survey control.
 BA0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0422.See file dsdata.txt to determine how the superseded data were derived.
 BA0422
 BA0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP5301701589(NAD 83)
 BA0422_MARKER: 72 = CAIRN
 BA0422_SETTING: 0 = UNSPECIFIED SETTING
 BA0422
 BA0422  HISTORY     - Date     Condition        Report By
 BA0422  HISTORY     - 1943     FIRST OBSERVED   CGS
 BA0422  HISTORY     - 1917     GOOD             USGS
 BA0422
 BA0422                          STATION DESCRIPTION
 BA0422
 BA0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0422'THIS UNOCCUPIED INTERSECTION STATION IS A LARGE CAIRN OF THE
 BA0422'U.S. GEOLOGICAL SURVEY ON TOP OF SANTIAGO PEAK, THE HIGHEST AND
 BA0422'VERY PROMINENT PEAK OF THE SANTIAGO RANGE AND THE VICINITY.
 BA0422'
 BA0422'THE CAIRN IS ABOUT 12 FEET HIGH AND SHAPED AS THE FRUSTUM OF
 BA0422'A CONE, NEAR THE E SIDE AND HIGHEST PART OF THE PEAK.  IT IS
 BA0422'VISIBLE FROM THE LOWER COUNTRY TO THE N AND E.
 BA0422
 BA0422                          STATION RECOVERY (1917)
 BA0422
 BA0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1917
 BA0422'STATION MARK - CROSS MARK ON A SMALL POST SET IN THE EARTH UNDER
 BA0422'CENTER OF CAIRN 10 FT. HIGH.
 BA0422'
 BA0422'REFERENCE MARKS - BRONZE TABLET CEMENTED IN SOLID ROCK UNDER THE CAIRN
 BA0422'AND BEARING FROM STATION MARK N. 30 DEGREES W. DISTANCE 1.6 FT. CROSS
 BA0422'MARK  AND THE LETTERS ---U.S. CUT DEEP IN THE ROCK AND BEARING FROM
 BA0422'STATION MARK S. 22 DEGREES 59 MINUTES W., DISTANCE 15.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3213 ***********************************************************************
 CS3213  DESIGNATION -  SARA
 CS3213  PID         -  CS3213
 CS3213  STATE/COUNTY-  TX/TARRANT
 CS3213  USGS QUAD   -  BURLESON (1981)
 CS3213
 CS3213                         *CURRENT SURVEY CONTROL
 CS3213  ___________________________________________________________________
 CS3213* NAD 83(1993)-  32 34 36.66743(N)    097 17 59.58760(W)     ADJUSTED  
 CS3213* NAVD 88     -       211.8    (meters)     695.     (feet)  VERTCON   
 CS3213  ___________________________________________________________________
 CS3213  X           -    -683,602.374 (meters)                     COMP
 CS3213  Y           -  -5,336,436.003 (meters)                     COMP
 CS3213  Z           -   3,414,607.131 (meters)                     COMP
 CS3213  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 CS3213  ELLIP HEIGHT-         184.13  (meters)          (02/16/96) GPS OBS
 CS3213  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS3213
 CS3213  HORZ ORDER  -  THIRD
 CS3213  ELLP ORDER  -  FIFTH     CLASS I
 CS3213
 CS3213.The horizontal coordinates were established by GPS observations
 CS3213.and adjusted by the National Geodetic Survey in February 1996..
 CS3213
 CS3213.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3213
 CS3213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3213
 CS3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3213
 CS3213.The ellipsoidal height was determined by GPS observations
 CS3213.and is referenced to NAD 83.
 CS3213
 CS3213.The geoid height was determined by GEOID03.
 CS3213
 CS3213;                    North         East     Units Scale Factor Converg.
 CS3213;SPC TXNC     - 2,101,574.466   712,673.900   MT  0.99990673   +0 39 16.3
 CS3213;SPC TXNC     - 6,894,915.56  2,338,164.29   sFT  0.99990673   +0 39 16.3
 CS3213;UTM  14      - 3,605,653.326   659,581.302   MT  0.99991403   +0 54 56.1
 CS3213
 CS3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3213!SPC TXNC     -   0.99997109  x   0.99990673  =   0.99987782
 CS3213!UTM  14      -   0.99997109  x   0.99991403  =   0.99988512
 CS3213
 CS3213:                Primary Azimuth Mark                     Grid Az
 CS3213:SPC TXNC     -  SARA AZ MK                               174 16 02.0
 CS3213:UTM  14      -  SARA AZ MK                               174 00 22.2
 CS3213
 CS3213|---------------------------------------------------------------------|
 CS3213| PID    Reference Object                     Distance      Geod. Az  |
 CS3213|                                                           dddmmss.s |
 CS3213| CS3214 SARA AZ MK                          APPROX. 0.6 KM 1745518.3 |
 CS3213|---------------------------------------------------------------------|
 CS3213
 CS3213                          SUPERSEDED SURVEY CONTROL
 CS3213
 CS3213  NAD 83(1986)-  32 34 36.67185(N)    097 17 59.57307(W) AD(       ) 3
 CS3213  NAD 27      -  32 34 36.19337(N)    097 17 58.52812(W) AD(       ) 3
 CS3213  NGVD 29 (12/08/88)  211.7    (m)          695.     (f) GPS OBS        
 CS3213
 CS3213.Superseded values are not recommended for survey control.
 CS3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3213.See file dsdata.txt to determine how the superseded data were derived.
 CS3213
 CS3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5958105653(NAD 83)
 CS3213_MARKER: DH = HORIZONTAL CONTROL DISK
 CS3213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3213_SP_SET: CONCRETE POST
 CS3213_STAMPING: SARA 1986
 CS3213_MARK LOGO: NGS   
 CS3213_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3213+STABILITY: SURFACE MOTION
 CS3213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3213+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS3213
 CS3213  HISTORY     - Date     Condition        Report By
 CS3213  HISTORY     - 1986     MONUMENTED       NGS
 CS3213  HISTORY     - 1987     GOOD             NGS
 CS3213  HISTORY     - 19880301 GOOD
 CS3213  HISTORY     - 19970301 GOOD             USPSQD
 CS3213  HISTORY     - 20041023 GOOD             USPSQD
 CS3213
 CS3213                          STATION DESCRIPTION
 CS3213
 CS3213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (RHK)
 CS3213'9.9 KM (6.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS3213'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, THENCE 1.9 KM (1.20 MI) EAST
 CS3213'ALONG FARM ROAD 1187, THENCE 0.3 KM (0.20 MI) SOUTH ALONG A PAVED
 CS3213'ROAD, AT THE FORT WORTH OAK GROUND AIRPORT, 73.5 M (241.1 FT)
 CS3213'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HANGAR 14, 61.9 M (203.1
 CS3213'FT) SOUTH OF THE CENTER OF A PAVED CROSSING BETWEEN A TAXIWAY AND
 CS3213'RUNWAY, 43.0 M (141.1 FT) EAST OF THE NORTHEAST CORNER OF BUILDING
 CS3213'NUMBER 12, 22.2 M (72.8 FT) WEST OF THE WEST EDGE OF THE RUNWAY, AND
 CS3213'7.2 M (23.6 FT) EAST OF THE CENTER OF THE TAXIWAY. NOTE--AN
 CS3213'UNDERGROUND MARK STAMPED-SARA 1986-WAS ESTABLISHED 42 INCHES BELOW THE
 CS3213'GROUND SURFACE.
 CS3213
 CS3213                          STATION RECOVERY (1987)
 CS3213
 CS3213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CS3213'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) SOUTH OF THE CENTER OF
 CS3213'FORT WORTH, AND 5 KM (3.10 MI) EAST OF CROWLEY, AT THE FORT WORTH-OAK
 CS3213'GROVE AIRPORT, ABOUT 62.5 M (205.1 FT) SOUTH OF THE NORTH END OF A
 CS3213'TAXIWAY WHICH INTERSECTS WITH A RUNWAY.  OWNERSHIP-- CITY OF FORT
 CS3213'WORTH, LEASED TO MANAGER KEN WILLIAMS, P.O. BOX 40158, FORT WORTH,
 CS3213'TX76140.  TELEPHONE NUMBER 817-293-2810.
 CS3213'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 35W AND FARM
 CS3213'ROAD 1187, WHICH IS ABOUT 19 KM (11.80 MI) SOUTH OF FORT WORTH.  GO
 CS3213'EAST ON FARM ROAD 1187 FOR 1.9 KM (1.20 MI) TO THE ENTRANCE TO THE
 CS3213'AIRPORT ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 KM (0.35 MI)
 CS3213'TO BUILDING NUMBER 20 (A TWO-STORY WOOD SHINGLED BUILDING).  TURN
 CS3213'LEFT ON THE NORTH SIDE OF THE BUILDING FOR 0.1 KM (0.05 MI) TO A
 CS3213'TAXIWAY. TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.2 KM (0.10 MI)
 CS3213'TO THESTATION ON THE RIGHT.
 CS3213'THE STATION MARK IS SET 29.7 M (97.4 FT) WEST OF THE CENTERLINE OF
 CS3213'THE RUNWAY, 24.1 M (79.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER POLE
 CS3213'OF A POLE TYPE HANGER (THE SOUTH ON OF THREE), AND 7.0 M (23.0
 CS3213'FT)EAST OF THE CENTER OF THE TAXIWAY.
 CS3213'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3213'DESCRIBED BY B.L.L.
 CS3213'NOTE--STAMPING WAS REPORTED AS, SARA 1987, BUT IT WAS NOT VERIFIED.
 CS3213
 CS3213                          STATION RECOVERY (1988)
 CS3213
 CS3213'RECOVERED 1988
 CS3213'RECOVERED IN GOOD CONDITION.
 CS3213
 CS3213                          STATION RECOVERY (1997)
 CS3213
 CS3213'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3213'RECOVERED IN GOOD CONDITION.
 CS3213
 CS3213                          STATION RECOVERY (2004)
 CS3213
 CS3213'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS3213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3214 ***********************************************************************
 CS3214  DESIGNATION -  SARA AZ MK
 CS3214  PID         -  CS3214
 CS3214  STATE/COUNTY-  TX/TARRANT
 CS3214  USGS QUAD   -  BURLESON (1981)
 CS3214
 CS3214                         *CURRENT SURVEY CONTROL
 CS3214  ___________________________________________________________________
 CS3214* NAD 83(1993)-  32 34 18.32624(N)    097 17 57.66273(W)     ADJUSTED  
 CS3214* NAVD 88     -       205.8    (meters)     675.     (feet)  VERTCON   
 CS3214  ___________________________________________________________________
 CS3214  X           -    -683,590.585 (meters)                     COMP
 CS3214  Y           -  -5,336,739.133 (meters)                     COMP
 CS3214  Z           -   3,414,127.791 (meters)                     COMP
 CS3214  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 CS3214  ELLIP HEIGHT-         178.17  (meters)          (02/16/96) GPS OBS
 CS3214  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS3214
 CS3214  HORZ ORDER  -  THIRD
 CS3214  ELLP ORDER  -  FIFTH     CLASS I
 CS3214
 CS3214.The horizontal coordinates were established by GPS observations
 CS3214.and adjusted by the National Geodetic Survey in February 1996..
 CS3214
 CS3214.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3214
 CS3214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3214
 CS3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3214
 CS3214.The ellipsoidal height was determined by GPS observations
 CS3214.and is referenced to NAD 83.
 CS3214
 CS3214.The geoid height was determined by GEOID03.
 CS3214
 CS3214;                    North         East     Units Scale Factor Converg.
 CS3214;SPC TXNC     - 2,101,010.134   712,730.554   MT  0.99990746   +0 39 17.4
 CS3214;SPC TXNC     - 6,893,064.08  2,338,350.16   sFT  0.99990746   +0 39 17.4
 CS3214;UTM  14      - 3,605,089.254   659,640.526   MT  0.99991426   +0 54 56.7
 CS3214
 CS3214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3214!SPC TXNC     -   0.99997203  x   0.99990746  =   0.99987949
 CS3214!UTM  14      -   0.99997203  x   0.99991426  =   0.99988629
 CS3214
 CS3214:                Primary Azimuth Mark                     Grid Az
 CS3214:SPC TXNC     -  SARA                                     354 16 02.0
 CS3214:UTM  14      -  SARA                                     354 00 22.7
 CS3214
 CS3214|---------------------------------------------------------------------|
 CS3214| PID    Reference Object                     Distance      Geod. Az  |
 CS3214|                                                           dddmmss.s |
 CS3214| CS3213 SARA                                APPROX. 0.6 KM 3545519.4 |
 CS3214|---------------------------------------------------------------------|
 CS3214
 CS3214                          SUPERSEDED SURVEY CONTROL
 CS3214
 CS3214  NAD 83(1986)-  32 34 18.33065(N)    097 17 57.64820(W) AD(       ) 3
 CS3214  NAD 27      -  32 34 17.85172(N)    097 17 56.60340(W) AD(       ) 3
 CS3214  NGVD 29 (12/08/88)  205.8    (m)          675.     (f) GPS OBS        
 CS3214
 CS3214.Superseded values are not recommended for survey control.
 CS3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3214.See file dsdata.txt to determine how the superseded data were derived.
 CS3214
 CS3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5964105089(NAD 83)
 CS3214_MARKER: DZ = AZIMUTH MARK DISK
 CS3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3214_SP_SET: CONCRETE POST
 CS3214_STAMPING: SARA AZ MK 1986
 CS3214_MARK LOGO: NGS   
 CS3214_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3214+STABILITY: SURFACE MOTION
 CS3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3214+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS3214
 CS3214  HISTORY     - Date     Condition        Report By
 CS3214  HISTORY     - 1986     MONUMENTED       NGS
 CS3214  HISTORY     - 1987     GOOD             NGS
 CS3214  HISTORY     - 19880302 GOOD
 CS3214  HISTORY     - 19970301 GOOD             USPSQD
 CS3214  HISTORY     - 20041023 GOOD             USPSQD
 CS3214
 CS3214                          STATION DESCRIPTION
 CS3214
 CS3214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (RHK)
 CS3214'9.9 KM (6.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS3214'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, THENCE 1.9 KM (1.20 MI) EAST
 CS3214'ALONG FARM ROAD 1187, THENCE 0.9 KM (0.55 MI) SOUTH ALONG A PAVED
 CS3214'ROAD, AT THE FORT WORTH OAK GROUND AIRPORT, 181.6 M (595.8 FT) NORTH
 CS3214'OF THE SOUTH END OF THE RUNWAY, 60.0 M (196.8 FT) SOUTH OF UTILITY
 CS3214'PEDESTAL NUMBER 1935, 21.6 M (70.9 FT) EAST OF THE EAST EDGE OF THE
 CS3214'RUNWAY, AND 0.8 M (2.6 FT) NORTH OF THE EXTENDED CENTER OF A PAVED
 CS3214'CROSSING BETWEEN THE RUNWAY AND A TAXIWAY.  NOTE--AN UNDERGROUND MARK
 CS3214'STAMPED-SARA 1986-WAS ESTABLISHED 42 INCHES BELOW THE GROUND SURFACE.
 CS3214
 CS3214                          STATION RECOVERY (1987)
 CS3214
 CS3214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CS3214'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) SOUTH OF THE CENTER OF
 CS3214'FORT WORTH, AND 5 KM (3.10 MI) EAST OF CROWLEY, AT THE FORT WORTH-OAK
 CS3214'GROVE AIRPORT, ABOUT 62.5 M (205.1 FT) SOUTH OF THE NORTH END OF A
 CS3214'TAXIWAY WHICH INTERSECTS WITH A RUNWAY.  OWNERSHIP-- CITY OF FORT
 CS3214'WORTH, LEASED TO MANAGER KEN WILLIAMS, P.O. BOX 40158, FORT WORTH,
 CS3214'TX76140.  TELEPHONE NUMBER 817-293-2810.
 CS3214'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 35W AND FARM
 CS3214'ROAD 1187, WHICH IS ABOUT 19 KM (11.80 MI) SOUTH OF FORT WORTH.  GO
 CS3214'EAST ON FARM ROAD 1187 FOR 1.9 KM (1.20 MI) TO THE ENTRANCE TO THE
 CS3214'AIRPORT ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 KM (0.35 MI)
 CS3214'TO BUILDING NUMBER 20 (A TWO-STORY WOOD SHINGLED BUILDING).  TURN
 CS3214'LEFT ON THE NORTH SIDE OF THE BUILDING FOR 0.1 KM (0.05 MI) TO A
 CS3214'TAXIWAY. TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.3 KM (0.20 MI)
 CS3214'TO A CROSSOVER ON THE LEFT.  TURN LEFT FOR 0.1 KM (0.05 MI) TO THE
 CS3214'MARK INA FENCE LINE.
 CS3214'THE MARK IS SET 29.1 M (95.5 FT) EAST OF THE CENTERLINE OF THE
 CS3214'RUNWAY, 16.8 M (55.1 FT) EAST-SOUTHEAST OF A RUNWAY LIGHT, AND 0.3 M
 CS3214'(1.0 FT)WEST OF A WITNESS POST.
 CS3214'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3214'DESCRIBED BY B.L.L.
 CS3214'NOTE--STAMPING WAS REPORTED AS, SARA AZ MK 1987, BUT IT WAS NOT
 CS3214'VERIFIED.
 CS3214
 CS3214                          STATION RECOVERY (1988)
 CS3214
 CS3214'RECOVERED 1988
 CS3214'RECOVERED IN GOOD CONDITION.
 CS3214
 CS3214                          STATION RECOVERY (1997)
 CS3214
 CS3214'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3214'RECOVERED IN GOOD CONDITION.
 CS3214
 CS3214                          STATION RECOVERY (2004)
 CS3214
 CS3214'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS3214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0812 ***********************************************************************
 CC0812  DESIGNATION -  SARAGOSA
 CC0812  PID         -  CC0812
 CC0812  STATE/COUNTY-  TX/REEVES
 CC0812  USGS QUAD   -  VERHALEN SOUTH (1970)
 CC0812
 CC0812                         *CURRENT SURVEY CONTROL
 CC0812  ___________________________________________________________________
 CC0812* NAD 83(1993)-  31 01 30.23533(N)    103 36 08.86816(W)     ADJUSTED  
 CC0812* NAVD 88     -       889.8    (meters)    2919.     (feet)  VERTCON   
 CC0812  ___________________________________________________________________
 CC0812  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CC0812  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CC0812
 CC0812  HORZ ORDER  -  FIRST
 CC0812
 CC0812.The horizontal coordinates were established by classical geodetic methods
 CC0812.and adjusted by the National Geodetic Survey in February 1996..
 CC0812
 CC0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0812
 CC0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0812
 CC0812.The geoid height was determined by GEOID03.
 CC0812
 CC0812;                    North         East     Units Scale Factor Converg.
 CC0812;SPC TX C     - 3,155,170.846   387,947.648   MT  0.99988183   -1 41 01.7
 CC0812;SPC TX C     -10,351,589.68  1,272,791.58   sFT  0.99988183   -1 41 01.7
 CC0812;UTM  13      - 3,433,218.380   633,388.653   MT  0.99981947   +0 43 13.5
 CC0812
 CC0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0812!SPC TX C     -   0.99986391  x   0.99988183  =   0.99974576
 CC0812!UTM  13      -   0.99986391  x   0.99981947  =   0.99968341
 CC0812
 CC0812|---------------------------------------------------------------------|
 CC0812| PID    Reference Object                     Distance      Geod. Az  |
 CC0812|                                                           dddmmss.s |
 CC0812| CC0813 SARAGOSA ASTRO 1968                  36.942 METERS 03223     |
 CC0812| CI0420 SARAGOSA RM 1                        27.202 METERS 04218     |
 CC0812| CI0421 SARAGOSA RM 2                        27.077 METERS 16216     |
 CC0812| CI0419 SARAGOSA AZ MK                                     2915238.1 |
 CC0812|---------------------------------------------------------------------|
 CC0812
 CC0812                          SUPERSEDED SURVEY CONTROL
 CC0812
 CC0812  NAD 83(1986)-  31 01 30.23856(N)    103 36 08.86296(W) AD(       ) 1
 CC0812  NAD 27      -  31 01 29.71021(N)    103 36 07.22097(W) AD(       ) 1
 CC0812  NGVD 29 (07/19/86)  889.6    (m)         2919.     (f) VERT ANG       
 CC0812
 CC0812.Superseded values are not recommended for survey control.
 CC0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0812.See file dsdata.txt to determine how the superseded data were derived.
 CC0812
 CC0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ3338933218(NAD 83)
 CC0812_MARKER: DS = TRIANGULATION STATION DISK
 CC0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CC0812
 CC0812  HISTORY     - Date     Condition        Report By
 CC0812  HISTORY     - 1968     MONUMENTED       CGS
 CC0812
 CC0812                          STATION DESCRIPTION
 CC0812
 CC0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0812'THE STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF BALMORHEA,
 CC0812'4 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 290 AND STATE
 CC0812'HIGHWAY 17, 3 MILES EAST OF SARAGOSA AND ON PROPERTY OWNED BY
 CC0812'MR. L.A. WEINACHT AND SONS.
 CC0812'
 CC0812'TO REACH THE STATION FROM THE POST OFFICE IN BALMORHEA, GO EAST
 CC0812'ON U.S. HIGHWAY 290 AND STATE HIGHWAY 17 FOR 5.15 MILES TO THE
 CC0812'JUNCTION WHERE STATE HIGHWAY 17 GOES NORTH.  CONTINUE AHEAD ON
 CC0812'U.S. HIGHWAY 290 FOR 2.0 MILES TO THE JUNCTION OF FARM ROAD
 CC0812'2448 ON THE LEFT.  TURN LEFT AND GO NORTH ON FARM ROAD 2448 FOR
 CC0812'3.1 MILES TO A CROSS ROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 CC0812'ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO EAST ON THE
 CC0812'GRADED ROAD FOR 1.0 MILES TO A CROSSROAD AND A GATE ON THE
 CC0812'RIGHT JUST BEFORE COMING TO A CATTLE GUARD.  TURN RIGHT
 CC0812'PASSING THROUGH THE GATE AND GO SOUTH ALONG THE WEST SIDE OF
 CC0812'THE FENCE FOR 0.2 MILE TO A GATE AND CONCRETE CANAL.  PASS
 CC0812'THROUGH THE GATE AND GO SOUTH FOR 0.05 MILE TO THE STATION.
 CC0812'
 CC0812'THE STATION MARK IS A STANDARD DISK STAMPED SARAGOSA 1968, SET IN
 CC0812'THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND
 CC0812'IS FLUSH WITH THE GROUND SURFACE.  IT IS 120 FEET SOUTH OF THE
 CC0812'CENTER OF A CONCRETE CANAL AND 24 FEET WEST OF A NORTH-SOUTH
 CC0812'FENCE.
 CC0812'
 CC0812'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SARAGOSA NO 1 1968,
 CC0812'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN
 CC0812'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CC0812'32 FEET EAST OF THE EAST END OF THE CANAL AND 1 FOOT WEST OF
 CC0812'THE NORTH-SOUTH FENCE.
 CC0812'
 CC0812'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SARAGOSA NO 2 1968,
 CC0812'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN
 CC0812'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT WEST
 CC0812'OF THE NORTH-SOUTH FENCE.
 CC0812'
 CC0812'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SARAGOSA 1968, SET IN
 CC0812'THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND
 CC0812'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET WEST
 CC0812'OF THE SOUTH END OF A CONCRETE CULVERT, 14 FEET SOUTH OF A FENCE
 CC0812'CORNER AND 2 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN
 CC0812'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1075 ***********************************************************************
 CA1075  DESIGNATION -  SARAH
 CA1075  PID         -  CA1075
 CA1075  STATE/COUNTY-  TX/COLEMAN
 CA1075  USGS QUAD   -  COLEMAN (1987)
 CA1075
 CA1075                         *CURRENT SURVEY CONTROL
 CA1075  ___________________________________________________________________
 CA1075* NAD 83(1993)-  31 48 41.72651(N)    099 29 53.00715(W)     ADJUSTED  
 CA1075* NAVD 88     -       573.4    (meters)    1881.     (feet)  VERTCON   
 CA1075  ___________________________________________________________________
 CA1075  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CA1075  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA1075
 CA1075  HORZ ORDER  -  SECOND
 CA1075
 CA1075.The horizontal coordinates were established by classical geodetic methods
 CA1075.and adjusted by the National Geodetic Survey in February 1996..
 CA1075
 CA1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1075
 CA1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1075
 CA1075.The geoid height was determined by GEOID03.
 CA1075
 CA1075;                    North         East     Units Scale Factor Converg.
 CA1075;SPC TX C     - 3,238,082.174   779,086.600   MT  0.99998152   +0 25 48.8
 CA1075;SPC TX C     -10,623,607.93  2,556,053.29   sFT  0.99998152   +0 25 48.8
 CA1075;UTM  14      - 3,519,660.258   452,859.592   MT  0.99962741   -0 15 45.2
 CA1075
 CA1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1075!SPC TX C     -   0.99991400  x   0.99998152  =   0.99989552
 CA1075!UTM  14      -   0.99991400  x   0.99962741  =   0.99954144
 CA1075
 CA1075:                Primary Azimuth Mark                     Grid Az
 CA1075:SPC TX C     -  SARAH AZ MK                              016 51 17.6
 CA1075:UTM  14      -  SARAH AZ MK                              017 32 51.6
 CA1075
 CA1075|---------------------------------------------------------------------|
 CA1075| PID    Reference Object                     Distance      Geod. Az  |
 CA1075|                                                           dddmmss.s |
 CA1075| CV6229 SARAH AZ MK                                        0171706.4 |
 CA1075| CV6230 SARAH RM 1                           15.325 METERS 19956     |
 CA1075| CV6231 SARAH RM 2                           26.285 METERS 30238     |
 CA1075|---------------------------------------------------------------------|
 CA1075
 CA1075                          SUPERSEDED SURVEY CONTROL
 CA1075
 CA1075  NAD 83(1986)-  31 48 41.73433(N)    099 29 52.99323(W) AD(       ) 2
 CA1075  NAD 27      -  31 48 41.21588(N)    099 29 51.75384(W) AD(       ) 2
 CA1075  NGVD 29 (07/19/86)  573.3    (m)         1881.     (f) VERT ANG       
 CA1075
 CA1075.Superseded values are not recommended for survey control.
 CA1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1075.See file dsdata.txt to determine how the superseded data were derived.
 CA1075
 CA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5286019660(NAD 83)
 CA1075_MARKER: DS = TRIANGULATION STATION DISK
 CA1075_SETTING: 0 = UNSPECIFIED SETTING
 CA1075
 CA1075  HISTORY     - Date     Condition        Report By
 CA1075  HISTORY     - 1944     MONUMENTED       CGS
 CA1075  HISTORY     - 1967     GOOD             CGS
 CA1075
 CA1075                          STATION DESCRIPTION
 CA1075
 CA1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1075'STATION IS LOCATED ON THE N END OF A SMALL RIDGE ABOUT 1
 CA1075'MILE S OF HORDS CREEK AND ABOUT 4 MILES W OF COLEMAN, ON THE
 CA1075'PROPERTY OF MRS. SARAH PEARCE.  IT IS 7 FEET W OF A SMALL
 CA1075'ROCK PILE, 69 PACES WSW OF A TRIANGULAR-BLAZED MESQUITE TREE
 CA1075'THAT IS ABOUT 10 INCHES IN DIAMETER.  THE MARK PROJECTS 4
 CA1075'INCHES AND IS STAMPED SARAH 1944.
 CA1075'
 CA1075'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 CA1075'IN CONCRETE.
 CA1075'
 CA1075'REFERENCE MARK 1 IS S OF THE STATION, SET IN BEDROCK THAT IS
 CA1075'FLUSH WITH THE GROUND.
 CA1075'
 CA1075'REFERENCE MARK 2 IS NW OF THE STATION, SET IN BEDROCK THAT
 CA1075'IS FLUSH WITH THE GROUND.
 CA1075'
 CA1075'AZIMUTH MARK IS ABOUT 0.6 MILE N OF THE STATION, 33 FEET E
 CA1075'OF THE CENTER LINE OF THE ROAD, AND IN THE E RIGHT-OF-WAY
 CA1075'FENCE LINE.  THE MARK PROJECTS 4 INCHES.
 CA1075'
 CA1075'TO REACH THE STATION FROM COLEMAN, GO W ON U.S. HIGHWAY 84
 CA1075'FROM WHERE U.S. HIGHWAY 67 TURNS E, CONTINUE STRAIGHT AHEAD
 CA1075'FOR 3.3 MILES TO A T-ROAD LEFT.  TURN LEFT AND GO 1.9 MILES
 CA1075'TO AN INTERSECTION.  TAKE LEFT FORK FOR 0.2 MILE (THE AZIMUTH
 CA1075'MARK IS AT THIS POINT ON THE E SIDE OF THE ROAD), CONTINUE
 CA1075'STRAIGHT AHEAD FOR 0.8 MILE TO A GATE ON THE RIGHT.  TURN
 CA1075'THROUGH GATE FOR ABOUT 50 YARDS AND THEN RIGHT, THROUGH
 CA1075'ANOTHER GATE.  FOLLOW DIM ROAD N AND W FOR 0.5 MILE TO THE
 CA1075'TOP OF THE RIDGE, TO THE N END, AND THE STATION.
 CA1075'
 CA1075'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CA1075
 CA1075                          STATION RECOVERY (1967)
 CA1075
 CA1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EEM)
 CA1075'USGS DISTANCE TO REFERENCE MARK NO. 2 DOES NOT AGREE WITH
 CA1075'USC AND GS BY +0.07 FOOT.
 CA1075'
 CA1075'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN
 CA1075'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CA1075'
 CA1075'THE STATION IS LOCATED ABOUT 4.4 MILES WEST AND 1.7 MILES
 CA1075'SOUTH OF COLEMAN, ABOUT 1.8 MILES NORTH AND 3.0 MILES EAST
 CA1075'OF VALERA VILLAGE, ON THE NORTHERN SLOPE OF A MESQUITE COVERED
 CA1075'RIDGE.
 CA1075'
 CA1075'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 503 AND
 CA1075'U.S. HIGHWAY 67 IN VALERA, GO EAST ON U.S. HIGHWAY 67 FOR
 CA1075'2.6 MILES TO A CROSS-ROAD.  TURN LEFT (NORTH) FOR 1.2 MILES
 CA1075'TO T-ROAD EAST.  CONTINUE NORTH FOR 1.2 MILES TO T-ROAD
 CA1075'NORTHEAST, TURN LEFT AND FOLLOW THE GRADED ROAD FOR 2.6 MILES
 CA1075'TO A GATE ON THE LEFT TO COPELAND PROPERTY.  TURN LEFT, THROUGH
 CA1075'GATE, FOR 0.2 MILE TO RANCH HOUSE, THEN TAKE LEFT FORK OF TRACK
 CA1075'ROAD, GENERALLY SOUTH AND WEST FOR 0.9 MILE TO TOP OF RIDGE
 CA1075'AND ALONG AN EAST-WEST FENCE.  TURN RIGHT (GENERALLY NORTH)
 CA1075'AND PICK WAY THROUGH MESQUITE FOR 0.15 MILE TO THE STATION
 CA1075'SITE.
 CA1075'
 CA1075'DISTANCE BETWEEN REFERENCE MARKS IS 108.88 FEET (33.196 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2110 ***********************************************************************
 BL2110  DESIGNATION -  SARATOGA
 BL2110  PID         -  BL2110
 BL2110  STATE/COUNTY-  TX/HARDIN
 BL2110  USGS QUAD   -  SARATOGA (1984)
 BL2110
 BL2110                         *CURRENT SURVEY CONTROL
 BL2110  ___________________________________________________________________
 BL2110* NAD 83(1993)-  30 16 19.15928(N)    094 30 29.50189(W)     ADJUSTED  
 BL2110* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 BL2110  ___________________________________________________________________
 BL2110  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BL2110  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL2110
 BL2110  HORZ ORDER  -  SECOND
 BL2110
 BL2110.The horizontal coordinates were established by classical geodetic methods
 BL2110.and adjusted by the National Geodetic Survey in February 1996..
 BL2110
 BL2110.The orthometric height was scaled from a topographic map.
 BL2110
 BL2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2110
 BL2110.The geoid height was determined by GEOID03.
 BL2110
 BL2110;                    North         East     Units Scale Factor Converg.
 BL2110;SPC TX C     - 3,081,775.824 1,260,229.610   MT  0.99996216   +3 00 01.0
 BL2110;SPC TX C     -10,110,792.85  4,134,603.31   sFT  0.99996216   +3 00 01.0
 BL2110;UTM  15      - 3,349,887.187   354,928.091   MT  0.99985964   -0 45 37.5
 BL2110
 BL2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2110!SPC TX C     -   1.00000103  x   0.99996216  =   0.99996319
 BL2110!UTM  15      -   1.00000103  x   0.99985964  =   0.99986067
 BL2110
 BL2110|---------------------------------------------------------------------|
 BL2110| PID    Reference Object                     Distance      Geod. Az  |
 BL2110|                                                           dddmmss.s |
 BL2110| CV9200 SARATOGA RM 1                        36.938 METERS 07250     |
 BL2110| CV9201 SARATOGA RM 2                        28.688 METERS 30438     |
 BL2110| BL2109 SARATOGA TEX F S LOT 77             APPROX. 4.4 KM 3160043.1 |
 BL2110| CV9199 SARATOGA AZ MK                                     3423354.7 |
 BL2110|---------------------------------------------------------------------|
 BL2110
 BL2110                          SUPERSEDED SURVEY CONTROL
 BL2110
 BL2110  NAD 83(1993)-  30 16 19.17103(N)    094 30 29.49430(W) AD(       ) 2
 BL2110  NAD 83(1986)-  30 16 19.17678(N)    094 30 29.48731(W) AD(       ) 2
 BL2110  NAD 27      -  30 16 18.42400(N)    094 30 28.78600(W) AD(       ) 2
 BL2110
 BL2110.Superseded values are not recommended for survey control.
 BL2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2110.See file dsdata.txt to determine how the superseded data were derived.
 BL2110
 BL2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP5492849887(NAD 83)
 BL2110_MARKER: DS = TRIANGULATION STATION DISK
 BL2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2110
 BL2110  HISTORY     - Date     Condition        Report By
 BL2110  HISTORY     - 1952     MONUMENTED       CGS
 BL2110
 BL2110                          STATION DESCRIPTION
 BL2110
 BL2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2110'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF SARATOGA
 BL2110'IN A HEAVILY WOODED AREA, 37 FEET SOUTH OF THE CENTER OF A
 BL2110'ROAD AND 4 FEET NORTH OF A WITNESS POST.  IT IS STAMPED
 BL2110'SARATOGA 1952 AND PROJECTS 3 INCHES.
 BL2110'
 BL2110'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTER OF ROAD
 BL2110'AND 7 FEET EAST OF A 10 INCH TRIANGULAR BLAZED PINE TREE.  IT IS
 BL2110'STAMPED SARATOGA NO 1 1952 AND PROJECTS 3 INCHES.
 BL2110'
 BL2110'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE CENTER OF ROAD.
 BL2110'IT IS STAMPED SARATOGA NO 2 1952 AND PROJECTS 3 INCHES.
 BL2110'
 BL2110'THE AZIMUTH MARK IS AT THE NORTHEAST CORNER OF AN OIL FIELD
 BL2110'PUMP HOUSE, 140 FEET SOUTH OF THE CENTER OF FARM ROAD 770 AND
 BL2110'50 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD.  IT IS
 BL2110'STAMPED SARATOGA 1952 AND IS FLUSH WITH THE GROUND SURFACE.
 BL2110'
 BL2110'TO REACH THE STATION FROM THE POST OFFICE IN SARATOGA, GO
 BL2110'EAST ON FARM ROAD 770 FOR 0.5 MILE TO A T ROAD RIGHT AND
 BL2110'AZIMUTH MARK BY PUMP HOUSE AS DESCRIBED, TURN RIGHT AND GO
 BL2110'SOUTH ON DIRT ROAD FOR 0.7 MILE TO A FORK, TAKE LEFT FORK
 BL2110'AND GO SOUTHEAST FOR 0.35 MILE TO STATION ON RIGHT AS DESCRIBED.
 BL2110'
 BL2110'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2109 ***********************************************************************
 BL2109  DESIGNATION -  SARATOGA TEX F S LOT 77
 BL2109  PID         -  BL2109
 BL2109  STATE/COUNTY-  TX/HARDIN
 BL2109  USGS QUAD   -  SARATOGA (1984)
 BL2109
 BL2109                         *CURRENT SURVEY CONTROL
 BL2109  ___________________________________________________________________
 BL2109* NAD 83(1993)-  30 18 01.08983(N)    094 32 22.90690(W)     ADJUSTED  
 BL2109* NAVD 88     -                                                        
 BL2109  ___________________________________________________________________
 BL2109  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BL2109  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL2109
 BL2109  HORZ ORDER  -  THIRD
 BL2109
 BL2109.The horizontal coordinates were established by classical geodetic methods
 BL2109.and adjusted by the National Geodetic Survey in February 1996..
 BL2109
 BL2109
 BL2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2109
 BL2109.The geoid height was determined by GEOID03.
 BL2109
 BL2109;                    North         East     Units Scale Factor Converg.
 BL2109;SPC TX C     - 3,084,752.039 1,257,039.333   MT  0.99995605   +2 59 02.6
 BL2109;SPC TX C     -10,120,557.31  4,124,136.55   sFT  0.99995605   +2 59 02.6
 BL2109;UTM  15      - 3,353,065.952   351,940.182   MT  0.99987045   -0 46 37.1
 BL2109
 BL2109                          SUPERSEDED SURVEY CONTROL
 BL2109
 BL2109  NAD 83(1993)-  30 18 01.10297(N)    094 32 22.89918(W) AD(       ) 4
 BL2109  NAD 83(1986)-  30 18 01.10693(N)    094 32 22.89241(W) AD(       ) 4
 BL2109  NAD 27      -  30 18 00.35600(N)    094 32 22.18400(W) AD(       ) 3
 BL2109
 BL2109.Superseded values are not recommended for survey control.
 BL2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2109.See file dsdata.txt to determine how the superseded data were derived.
 BL2109
 BL2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP5194053066(NAD 83)
 BL2109_MARKER: 57 = LOOKOUT TOWER
 BL2109
 BL2109  HISTORY     - Date     Condition        Report By
 BL2109  HISTORY     - 1951     FIRST OBSERVED   CGS
 BL2109
 BL2109                          STATION DESCRIPTION
 BL2109
 BL2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2109'THE STATION (A TEXAS FOREST SERVICE LOOK OUT TOWER) IS LOCATED
 BL2109'ABOUT 1.8 MILES NORTHWEST OF SARATOGA AND 150 FEET EAST FROM THE
 BL2109'CENTER OF FARM ROAD NO. 787.
 BL2109'
 BL2109'IT IS A 3-LEGGED STEEL STRUCTURE SUPPORTING A METAL CABIN ON
 BL2109'TOP.  ITS OVERALL HEIGHT IS 110 FEET.  THE TOP AND CENTER OF
 BL2109'THE CABIN WAS OBSERVED.
 BL2109'
 BL2109'TO REACH THE STATION FROM THE POST OFFICE IN SARATOGA, GO WEST
 BL2109'ON FARM ROAD 770 FOR 0.7 MILE TO FARM ROAD 787.  TURN RIGHT ON
 BL2109'FARM ROAD 787 AND GO NORTHWEST FOR 1.1 MILES TO THE STATION ON
 BL2109'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2128 ***********************************************************************
 AN2128  DESIGNATION -  SARCO
 AN2128  PID         -  AN2128
 AN2128  STATE/COUNTY-  TX/GOLIAD
 AN2128  USGS QUAD   -  BLANCONIA (1979)
 AN2128
 AN2128                         *CURRENT SURVEY CONTROL
 AN2128  ___________________________________________________________________
 AN2128* NAD 83(1993)-  28 28 41.34130(N)    097 24 26.71183(W)     ADJUSTED  
 AN2128* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 AN2128  ___________________________________________________________________
 AN2128  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AN2128  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN2128
 AN2128  HORZ ORDER  -  SECOND
 AN2128
 AN2128.The horizontal coordinates were established by classical geodetic methods
 AN2128.and adjusted by the National Geodetic Survey in February 1996..
 AN2128
 AN2128.The orthometric height was scaled from a topographic map.
 AN2128
 AN2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2128
 AN2128.The geoid height was determined by GEOID03.
 AN2128
 AN2128;                    North         East     Units Scale Factor Converg.
 AN2128;SPC TXSC     - 4,072,527.286   755,943.390   MT  0.99997413   +0 46 48.8
 AN2128;SPC TXSC     -13,361,283.27  2,480,124.27   sFT  0.99997413   +0 46 48.8
 AN2128;UTM  14      - 3,151,204.686   655,900.889   MT  0.99989996   +0 45 34.3
 AN2128
 AN2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2128!SPC TXSC     -   0.99999848  x   0.99997413  =   0.99997261
 AN2128!UTM  14      -   0.99999848  x   0.99989996  =   0.99989844
 AN2128
 AN2128|---------------------------------------------------------------------|
 AN2128| PID    Reference Object                     Distance      Geod. Az  |
 AN2128|                                                           dddmmss.s |
 AN2128| CV6233 SARCO RM 1                           30.462 METERS 04103     |
 AN2128| CV6234 SARCO RM 2                           33.872 METERS 15436     |
 AN2128| CV6232 SARCO AZ MK                                        1972017.5 |
 AN2128|---------------------------------------------------------------------|
 AN2128
 AN2128                          SUPERSEDED SURVEY CONTROL
 AN2128
 AN2128  NAD 83(1986)-  28 28 41.34920(N)    097 24 26.69461(W) AD(       ) 2
 AN2128  NAD 27      -  28 28 40.35400(N)    097 24 25.72000(W) AD(       ) 2
 AN2128
 AN2128.Superseded values are not recommended for survey control.
 AN2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2128.See file dsdata.txt to determine how the superseded data were derived.
 AN2128
 AN2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS5590151205(NAD 83)
 AN2128_MARKER: DS = TRIANGULATION STATION DISK
 AN2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2128
 AN2128  HISTORY     - Date     Condition        Report By
 AN2128  HISTORY     - 1952     MONUMENTED       CGS
 AN2128
 AN2128                          STATION DESCRIPTION
 AN2128
 AN2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2128'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF GOLIAD, 5 MILES
 AN2128'NORTH OF BLANCONIA, 102 FEET NORTHWEST OF A DIRT ROAD, 72
 AN2128'FEET NORTHWEST OF A WOODEN GATE, 75 FEET SOUTHWEST OF A
 AN2128'HOUSE, AND 5 FEET NORTHEAST OF A WITNESS POST.
 AN2128'
 AN2128'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 202
 AN2128'AND U.S. HIGHWAYS 59 AND 181 AT THE SOUTHEASTERN EDGE OF
 AN2128'BEEVILLE.  GO EASTERLY ON STATE ROUTE 202 FOR 20.5 MILES
 AN2128'TO A T-ROAD AND A SIGN BLANCONIA, TURN LEFT AND GO NORTH ON
 AN2128'AN OILED ROAD FOR 1.2 MILES TO A STEEL BRIDGE.  CROSS THE
 AN2128'BRIDGE AND CONTINUE NORTH ON A GRAVELED ROAD FOR 4.75 MILES
 AN2128'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHERLY FOR
 AN2128'0.25 MILE TO THE STATION ON THE LEFT, WEST SIDE OF THE ROAD.
 AN2128'
 AN2128'THE STATION MARK, STAMPED SARCO 1952, IS A STANDARD DISK
 AN2128'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.
 AN2128'
 AN2128'REFERENCE MARK NO. 1, STAMPED SARCO NO 1 1952, IS A STANDARD
 AN2128'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
 AN2128'IT IS 49 FEET NORTHEAST OF A HOUSE AND 45 FEET NORTHWEST
 AN2128'OF A DIRT ROAD.
 AN2128'
 AN2128'REFERENCE MARK NO. 2, STAMPED SARCO NO 2 1952, IS A STANDARD
 AN2128'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES.
 AN2128'IT IS 25 FEET NORTHEAST OF A TELEPHONE POLE, 15 FEET NORTHWEST
 AN2128'OF A DIRT ROAD, AND 1 FOOT NORTHWEST OF A FENCE LINE.
 AN2128'
 AN2128'THE AZIMUTH MARK, STAMPED SARCO 1952, IS A STANDARD DISK
 AN2128'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES.
 AN2128'IT IS 32 FEET NORTHWEST OF A DIRT ROAD, 14 FEET NORTHWEST
 AN2128'OF A FENCE LINE, AND 3 FEET NORTH OF A TELEPHONE POLE.  IT
 AN2128'WILL TAKE APPROXIMATELY 30 MINUTES OF CLEARING FOR THE MARK
 AN2128'TO BE VISABLE FROM THE GROUND.
 AN2128'
 AN2128'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1030 ***********************************************************************
 CT1030  DESIGNATION -  SARDINE
 CT1030  PID         -  CT1030
 CT1030  STATE/COUNTY-  TX/STEPHENS
 CT1030  USGS QUAD   -  IVAN NORTH (1967)
 CT1030
 CT1030                         *CURRENT SURVEY CONTROL
 CT1030  ___________________________________________________________________
 CT1030* NAD 83(1993)-  32 56 34.25260(N)    098 41 40.71838(W)     ADJUSTED  
 CT1030* NAVD 88     -       372.1    (meters)    1221.     (feet)  VERTCON   
 CT1030  ___________________________________________________________________
 CT1030  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CT1030  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CT1030
 CT1030  HORZ ORDER  -  FIRST
 CT1030
 CT1030.The horizontal coordinates were established by classical geodetic methods
 CT1030.and adjusted by the National Geodetic Survey in February 1996..
 CT1030
 CT1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1030
 CT1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1030
 CT1030.The geoid height was determined by GEOID03.
 CT1030
 CT1030;                    North         East     Units Scale Factor Converg.
 CT1030;SPC TXNC     - 2,141,532.172   581,800.471   MT  0.99987442   -0 06 22.2
 CT1030;SPC TXNC     - 7,026,010.13  1,908,790.38   sFT  0.99987442   -0 06 22.2
 CT1030;UTM  14      - 3,644,992.453   528,543.518   MT  0.99961005   +0 09 57.8
 CT1030
 CT1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1030!SPC TXNC     -   0.99994619  x   0.99987442  =   0.99982061
 CT1030!UTM  14      -   0.99994619  x   0.99961005  =   0.99955626
 CT1030
 CT1030:                Primary Azimuth Mark                     Grid Az
 CT1030:SPC TXNC     -  GRAHAM CABLE TV MAST                     027 33 13.4
 CT1030:UTM  14      -  GRAHAM CABLE TV MAST                     027 16 53.4
 CT1030
 CT1030|---------------------------------------------------------------------|
 CT1030| PID    Reference Object                     Distance      Geod. Az  |
 CT1030|                                                           dddmmss.s |
 CT1030| DO0766 GRAHAM CABLE TV MAST                APPROX.19.4 KM 0272651.2 |
 CT1030| DO0767 GRAHAM SINCLAIR RAD MAST            APPROX.16.7 KM 0312830.7 |
 CT1030| CT1027 GRAHAM FAA MICROWAVE                APPROX.10.3 KM 0833616.8 |
 CT1030| CX8158 SARDINE RM 1                          7.250 METERS 12819     |
 CT1030| CX8160 SARDINE RM 3                                       16056     |
 CT1030| CX8159 SARDINE RM 2                          8.770 METERS 28239     |
 CT1030|---------------------------------------------------------------------|
 CT1030
 CT1030                          SUPERSEDED SURVEY CONTROL
 CT1030
 CT1030  NAD 83(1993)-  32 56 34.25274(N)    098 41 40.71116(W) AD(       ) 1
 CT1030  NAD 83(1986)-  32 56 34.25411(N)    098 41 40.70318(W) AD(       ) 1
 CT1030  NAD 27      -  32 56 33.82359(N)    098 41 39.48536(W) AD(       ) 1
 CT1030  NGVD 29 (07/19/86)  372.0    (m)         1220.     (f) VERT ANG       
 CT1030
 CT1030.Superseded values are not recommended for survey control.
 CT1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1030.See file dsdata.txt to determine how the superseded data were derived.
 CT1030
 CT1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2854444992(NAD 83)
 CT1030_MARKER: DD = SURVEY DISK
 CT1030_SETTING: 66 = SET IN ROCK OUTCROP
 CT1030_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CT1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT1030+STABILITY: POSITION/ELEVATION WELL
 CT1030
 CT1030  HISTORY     - Date     Condition        Report By
 CT1030  HISTORY     - 1923     MONUMENTED       USGS
 CT1030  HISTORY     - 1975     GOOD             USGS
 CT1030
 CT1030                          STATION DESCRIPTION
 CT1030
 CT1030'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 CT1030'ABOUT 5 MI. NE. OF IVAN, 0.25 MI. W. OF RD. LEADING TO SOUTH BEND AND
 CT1030'GRAHAM, ON A SMALL HILL SHAPED LIKE A COAL MINE DUMP AND COVERED WITH
 CT1030'SANDSTONE BOULDERS.  STATION IS ON THE HIGHEST PART OF THE HILL NEAR
 CT1030'THE S. END.
 CT1030'
 CT1030'STATION MARK--A BRONZE TABLET SET IN A LARGE SAND ROCK, WHICH IS
 CT1030'CRACKED AT ABOUT THE CENTER, THE CRACK RUNNING N-S. AND THE ROCK
 CT1030'BEING ABOUT 10 FT. ACROSS.
 CT1030
 CT1030                          STATION RECOVERY (1975)
 CT1030
 CT1030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JLC)
 CT1030'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH AND BOULDERS ON LINE.
 CT1030'
 CT1030'STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHWEST OF GRAHAM,
 CT1030'16 MILES NORTH OF CADDO, 17 MILES NORTH-NORTHEAST OF BRECKENRIDGE,
 CT1030'AND 1/2 MILE EAST OF STATE HIGHWAY 67, ON PROPERTY OWNED BY
 CT1030'MR. D. TAYLOR OF GRAHAM, PHONE NUMBER 817-549-3619.
 CT1030'
 CT1030'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN GRAHAM,
 CT1030'(FOURTH AND OAK STREET) GO WEST ON FOURTH STREET FOR 0.4 MILE
 CT1030'TO THE JUNCTION OF STATE HIGHWAY 67, GO WEST AND SOUTH FOR
 CT1030'0.8 MILE TO THE JUNCTION OF FARM ROAD 209, CONTINUE SOUTH
 CT1030'ON STATE HIGHWAY 67 FOR 7.85 MILES TO THE JUNCTION OF FARM
 CT1030'ROAD 701.  CONTINUE SOUTH ON STATE HIGHWAY 67 FOR 3.5 MILES
 CT1030'TO THE STEPHENS-YOUNG COUNTY LINE.  CONTINUE SOUTH FOR 1.45
 CT1030'MILES TO A METAL GATE ON THE RIGHT.  PASS THROUGH LOCKED GATE,
 CT1030'BEAR RIGHT AND GO NORTHWEST ACROSS PASTURE FOR ABOUT 0.35
 CT1030'MILE TO BASE OF KNOLL AND END OF TRUCK TRAVEL, FROM HERE PACK
 CT1030'NORTH TO THE HIGHEST PART OF KNOLL AND STATION.
 CT1030'
 CT1030'STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY STATION
 CT1030'MARK DISK WHICH HAS NO STAMPING ON IT, CEMENTED IN A DRILL
 CT1030'HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 CT1030'40 FEET EAST OF THE EDGE OF A ROCK CLIFF AND 16 FEET SOUTH
 CT1030'OF AN EAST-WEST FENCE LINE.
 CT1030'
 CT1030'REFERENCE MARK 1, A STANDARD DISK STAMPED SARDINE USGS NO 1
 CT1030'1975, IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 CT1030'WITH THE GROUND SURFACE.  IT IS 28 FEET SOUTH OF THE FENCE
 CT1030'LINE AND ABOUT 5 FEET LOWER THAN THE STATION MARK.
 CT1030'
 CT1030'REFERENCE MARK 2, A STANDARD DISK STAMPED SARDINE USGS NO 2
 CT1030'1975 IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 CT1030'WITH THE GROUND SURFACE.  IT IS 10 FEET EAST OF THE EDGE
 CT1030'OF A CLIFF AND 12 FEET SOUTH OF THE FENCE LINE.
 CT1030'
 CT1030'REFERENCE MARK 3, A STANDARD DISK STAMPED SARDINE USGS NO 3
 CT1030'1975 IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 CT1030'WITH THE GROUND SURFACE.  IT IS 4 FEET NORTH OF A METAL
 CT1030'WITNESS POST WITH THE SIGN ATTACHED, 108 FEET NORTHWEST OF A
 CT1030'NORTHEAST-SOUTHWEST FENCE LINE, AND 135 FEET SOUTHWEST OF THE
 CT1030'SOUTH EDGE OF A POND.
 CT1030'
 CT1030'HEIGHT OF LIGHT ABOVE STATION MARK 1.72 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2738 ***********************************************************************
 CS2738  DESIGNATION -  SARDIS
 CS2738  PID         -  CS2738
 CS2738  STATE/COUNTY-  TX/ELLIS
 CS2738  USGS QUAD   -  MIDLOTHIAN (1978)
 CS2738
 CS2738                         *CURRENT SURVEY CONTROL
 CS2738  ___________________________________________________________________
 CS2738* NAD 83(1993)-  32 26 47.95376(N)    096 55 35.07140(W)     ADJUSTED  
 CS2738* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 CS2738  ___________________________________________________________________
 CS2738  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 CS2738  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CS2738
 CS2738  HORZ ORDER  -  SECOND
 CS2738
 CS2738.The horizontal coordinates were established by classical geodetic methods
 CS2738.and adjusted by the National Geodetic Survey in February 1996..
 CS2738
 CS2738.The orthometric height was scaled from a topographic map.
 CS2738
 CS2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2738
 CS2738.The geoid height was determined by GEOID03.
 CS2738
 CS2738;                    North         East     Units Scale Factor Converg.
 CS2738;SPC TXNC     - 2,087,601.738   747,952.053   MT  0.99992797   +0 51 29.6
 CS2738;SPC TXNC     - 6,849,073.37  2,453,906.03   sFT  0.99992797   +0 51 29.6
 CS2738;UTM  14      - 3,591,838.577   694,924.544   MT  1.00006856   +1 06 46.3
 CS2738
 CS2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2738!SPC TXNC     -   0.99997406  x   0.99992797  =   0.99990203
 CS2738!UTM  14      -   0.99997406  x   1.00006856  =   1.00004261
 CS2738
 CS2738:                Primary Azimuth Mark                     Grid Az
 CS2738:SPC TXNC     -  SARDIS AZ MK                             127 05 45.1
 CS2738:UTM  14      -  SARDIS AZ MK                             126 50 28.4
 CS2738
 CS2738|---------------------------------------------------------------------|
 CS2738| PID    Reference Object                     Distance      Geod. Az  |
 CS2738|                                                           dddmmss.s |
 CS2738| CY2218 SARDIS AZ MK                                       1275714.7 |
 CS2738| CY2219 SARDIS RM 1                          22.166 METERS 20046     |
 CS2738| CS2736 MIDLOTHIAN MUNICIPAL TANK           APPROX. 7.5 KM 3023509.6 |
 CS2738| CY2220 SARDIS RM 2                          30.858 METERS 32116     |
 CS2738|---------------------------------------------------------------------|
 CS2738
 CS2738                          SUPERSEDED SURVEY CONTROL
 CS2738
 CS2738  NAD 83(1986)-  32 26 47.96007(N)    096 55 35.05246(W) AD(       ) 2
 CS2738  NAD 27      -  32 26 47.45400(N)    096 55 34.05500(W) AD(       ) 2
 CS2738
 CS2738.Superseded values are not recommended for survey control.
 CS2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2738.See file dsdata.txt to determine how the superseded data were derived.
 CS2738
 CS2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA9492591839(NAD 83)
 CS2738_MARKER: DS = TRIANGULATION STATION DISK
 CS2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2738
 CS2738  HISTORY     - Date     Condition        Report By
 CS2738  HISTORY     - 1947     MONUMENTED       CGS
 CS2738  HISTORY     - 1960     GOOD             CGS
 CS2738  HISTORY     - 1983     GOOD             TXHD
 CS2738
 CS2738                          STATION DESCRIPTION
 CS2738
 CS2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2738'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF SARDIS,
 CS2738'6.0 MILES NORTH WEST OF WAXAHACHIE AND 4.5 MILES SOUTHEAST
 CS2738'OF MIDLOTHIAN ALONG U.S. HIGHWAY NO 287 AND ON LAND OWNED
 CS2738'BY MR. JOHN JACKSON.  IT IS 60 FEET WEST OF THE CENTER OF
 CS2738'U.S. HIGHWAY 287, 25 FEET NORTHWEST OF FENCE CORNER AND 0.1
 CS2738'MILE SOUTH OF A SMALL CITIES SERVICE STATION.  IT IS STAMPED
 CS2738'SARDIS 1947 AND PROJECTS 2 INCHES.
 CS2738'
 CS2738'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, 76
 CS2738'FEET WEST OF THE FENCE CORNER AND 1 FOOT NORTH OF THE EAST-WEST
 CS2738'FENCE LINE.  IT IS STAMPED SARDIS NO 1 1947 AND PROJECTS
 CS2738'2 INCHES.
 CS2738'
 CS2738'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 122 FEET
 CS2738'NORTH OF THE FENCE CORNER, 50 FEET WEST OF THE CENTER OF THE
 CS2738'HIGHWAY AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 CS2738'STAMPED SARDIS NO 2 1947 AND PROJECTS 2 INCHES.
 CS2738'
 CS2738'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION, 60
 CS2738'FEET EAST OF THE CENTER OF U.S. HIGHWAY 287, 20 FEET EAST
 CS2738'OF FENCE CORNER AND 1 FOOT NORTH OF FENCE LINE.  IT IS
 CS2738'STAMPED SARDIS 1947 AND PROJECTS 3 INCHES.  TO REACH FROM
 CS2738'THE STATION.  GO SOUTH ON 287 FOR 0.4 MILE TO A SIDE ROAD
 CS2738'LEFT AND MARK AS DESCRIBED.
 CS2738'
 CS2738'TO REACH THE STATION FROM THE FIRE STATION IN WAXAHACHIE.
 CS2738'GO WEST AND NORTHWEST ON U.S. HIGHWAY 287 TOWARDS MIDLOTHIAN
 CS2738'FOR 6.6 MILES TO THE TOP OF THE LOW DIVIDE AND THE STATION
 CS2738'ON THE LEFT AS DESCRIBED.
 CS2738'
 CS2738'A 100 FOOT SIGNAL AT STATION WAXAHACHIE MAG IS VISIBLE AT
 CS2738'37 FEET
 CS2738'
 CS2738'A 4 FOOT SIGNAL AT STATION OVILLA IS VISIBLE AT 90 FEET
 CS2738'
 CS2738'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2738
 CS2738                          STATION RECOVERY (1960)
 CS2738
 CS2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2738'STATION AND REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED
 CS2738'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2738'TO STATION SITE ARE CORRECT.
 CS2738
 CS2738                          STATION RECOVERY (1983)
 CS2738
 CS2738'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1983 (CLJ)
 CS2738'SARDIS 1947 GOOD CONDITION.  LOCATED IN NE COR. OF A GARDEN, PROTECTS
 CS2738'2 FT.
 CS2738'
 CS2738'RMS NOT SEARCHED FOR.
 CS2738'
 CS2738'AZIMUTH MARK 1947 GOOD CONDITION.  LOCATED 26 FT. S.W. OF P.I. IN NEW
 CS2738'FENCE, 7 FT. N.E. OF A POWER POLE. PRJECTS .1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1526 ***********************************************************************
 AH1526  DESIGNATION -  SARITA
 AH1526  PID         -  AH1526
 AH1526  STATE/COUNTY-  TX/KENEDY
 AH1526  USGS QUAD   -  LA PARRA RANCH (1975)
 AH1526
 AH1526                         *CURRENT SURVEY CONTROL
 AH1526  ___________________________________________________________________
 AH1526* NAD 83(1993)-  27 09 21.67415(N)    097 43 58.44909(W)     ADJUSTED  
 AH1526* NAVD 88     -        23.3    (meters)      76.     (feet)  VERTCON   
 AH1526  ___________________________________________________________________
 AH1526  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AH1526  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AH1526
 AH1526  HORZ ORDER  -  FIRST
 AH1526
 AH1526.The horizontal coordinates were established by classical geodetic methods
 AH1526.and adjusted by the National Geodetic Survey in February 1996..
 AH1526
 AH1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1526
 AH1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1526
 AH1526.The geoid height was determined by GEOID03.
 AH1526
 AH1526;                    North         East     Units Scale Factor Converg.
 AH1526;SPC TX S     - 5,165,238.997   376,024.626   MT  0.99989843   +0 20 53.8
 AH1526;SPC TX S     -16,946,288.28  1,233,674.13   sFT  0.99989843   +0 20 53.8
 AH1526;UTM  14      - 3,004,349.832   625,547.364   MT  0.99979458   +0 34 42.2
 AH1526
 AH1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1526!SPC TX S     -   1.00000027  x   0.99989843  =   0.99989870
 AH1526!UTM  14      -   1.00000027  x   0.99979458  =   0.99979485
 AH1526
 AH1526:                Primary Azimuth Mark                     Grid Az
 AH1526:SPC TX S     -  KENEDY RANCH WATER TANK                  028 31 54.0
 AH1526:UTM  14      -  KENEDY RANCH WATER TANK                  028 18 05.6
 AH1526
 AH1526|---------------------------------------------------------------------|
 AH1526| PID    Reference Object                     Distance      Geod. Az  |
 AH1526|                                                           dddmmss.s |
 AH1526| AH1525 KENEDY RANCH WATER TANK             APPROX. 7.7 KM 0285247.8 |
 AH1526| AH0624 CRAWFORD 2                          APPROX.16.9 KM 0554842.6 |
 AH1526| CV3425 SARITA RM                             3.450 METERS 11306     |
 AH1526| AH1534 BROWNSVILLE FT WORTH AWY BCN 8      APPROX.17.4 KM 2035249.7 |
 AH1526|---------------------------------------------------------------------|
 AH1526
 AH1526                          SUPERSEDED SURVEY CONTROL
 AH1526
 AH1526  NAD 83(1986)-  27 09 21.69364(N)    097 43 58.42117(W) AD(       ) 1
 AH1526  NAD 27      -  27 09 20.52100(N)    097 43 57.44200(W) AD(       ) 1
 AH1526  NGVD 29 (07/19/86)   23.4    (m)           77.     (f) VERT ANG       
 AH1526
 AH1526.Superseded values are not recommended for survey control.
 AH1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1526.See file dsdata.txt to determine how the superseded data were derived.
 AH1526
 AH1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2554704350(NAD 83)
 AH1526_MARKER: DS = TRIANGULATION STATION DISK
 AH1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1526_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1526
 AH1526  HISTORY     - Date     Condition        Report By
 AH1526  HISTORY     - 1913     MONUMENTED       CGS
 AH1526  HISTORY     - 1949     GOOD             CGS
 AH1526  HISTORY     - 1949     GOOD             CGS
 AH1526  HISTORY     - 1949     GOOD             CGS
 AH1526  HISTORY     - 1950     GOOD             CGS
 AH1526
 AH1526                          STATION DESCRIPTION
 AH1526
 AH1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1526'STATION IS ABOUT 6 MILES SE FROM SARITA, IN ONE OF JOHN
 AH1526'KENEDYS PASTURES, ON HIGH SAND KNOLL KNOWN LOCALLY TO RANGE
 AH1526'RIDERS AS LA CRUZ, OWING TO ITS BEING AT INTERSECTION OF TWO
 AH1526'RIDGES.  KNOLL IS COVERED WITH LIVE-OAK BUSHES AND SURROUNDED
 AH1526'BY LIVE-OAK TIMBER FOR SEVERAL MILES, BEING ABOUT 2 MILES FROM
 AH1526'N EDGE OF TIMBER.
 AH1526'
 AH1526'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AH1526'DISKS SET IN CONCRETE.
 AH1526'
 AH1526'REFERENCE MARK IS 16.44 METERS (53.9 FEET) FROM STATION AND
 AH1526'3.45 METERS (11.3 FEET) BELOW IT, S 66 DEG 54 MIN E.
 AH1526'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK WAS
 AH1526'SEARCHED FOR IN 1930 BUT NOT FOUND.  ELEVATION OF STATION, 23.4
 AH1526'METERS (77 FEET).  DESCRIPTION OF ROUTE TO REACH STATION IS
 AH1526'VERY INVOLVED, AND GUIDE SHOULD BE SECURED.
 AH1526
 AH1526                          STATION RECOVERY (1949)
 AH1526
 AH1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1526'THE STATION, RECOVERED AND FOUND IN GOOD
 AH1526'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AH1526'
 AH1526'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF SARITA,
 AH1526'5.0 MILES SOUTHWEST OF KENEDY RANCH HOUSE, ABOUT 4.0 MILES
 AH1526'EAST OF U.S. HIGHWAY 77 AND ABOUT 0.35 MILE NORTH OF AN EAST-WEST
 AH1526'FENCE LINE, ON THE HIGHEST POINT OF THE HIGHEST SAND KNOLL IN THE
 AH1526'IMMEDIATE VICINITY AND IN THE PAISTLE PASTURE OF THE KENEDY
 AH1526'RANCH.  IT IS SET FLUSH WITH THE GROUND SURFACE.  THERE ARE
 AH1526'NO STAMPINGS ON THE DISK.
 AH1526'
 AH1526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 AH1526'EAST-WEST ROAD 1 BLOCK EAST OF THE GENERAL STORE IN SARITA,
 AH1526'GO EAST ON GRADED ROAD FOR 1.2 MILES TO GATE ON NORTH AND SOUTH
 AH1526'SIDES OF THE ROAD, (GATE LOCKED KEY WILL HAVE TO BE OBTAINED
 AH1526'FROM COUNTY ENGINEER), TURN RIGHT AND PASS THROUGH GATE IN
 AH1526'SOUTH FENCE LINE AND FOLLOW MAIN ROAD FOR 1.5 MILES TO ANOTHER
 AH1526'GATE, PASS THROUGH GATE AND CONTINUE FOR 0.8 MILE TO WINDMILL
 AH1526'ON RIGHT, CONTINUE ON MAIN TRAVELED ROAD FOR 1.3 MILE TO GATE,
 AH1526'PASS THROUGH GATE AND TAKE RIGHT FORK FOR 0.25 MILE TO
 AH1526'FORK, KEEP RIGHT AND CONTINUE ON MAIN ROAD STRAIGHT AHEAD
 AH1526'FOR 1.35 MILES PASSING THROUGH TWO WIRE GATES, CONTINUE FOR
 AH1526'0.2 MILE TO DIM FORKS, (TRIANGLE BLAZE ON TREE ABOUT 50
 AH1526'FEET EAST) BEAR RIGHT AND CONTINUE FOR 1.0 MILE TO GATE
 AH1526'AND TRIANGLE BLAZED FENCE POST, TURN RIGHT ALONG NORTH
 AH1526'SIDE OF FENCE LINE FOR 0.25 MILE TO TOP OF SAND HILL, CONTINUE
 AH1526'ABOUT 0.05 MILE AND TURN SHARP RIGHT AND PICK WAY
 AH1526'NORTHERLY THROUGH SCRUB OAK TREES FOR ABOUT 0.15 MILE TO END
 AH1526'OF TRUCK TRAVEL.  FROM THIS POINT STATION IS DUE NORTH ON
 AH1526'HIGHEST POINT OF SAND HILL AS DESCRIBED.  PACK WILL REQUIRE
 AH1526'ABOUT 10 MINUTES.
 AH1526'
 AH1526'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 AH1526'
 AH1526'A 100 FOOT SIGNAL AT STATION CRAWFORD 2 1912 IS VISIBLE AT 4
 AH1526'FEET
 AH1526'
 AH1526'A 100 FOOT SIGNAL AT STATION DIABLO IS VISIBLE AT 4 FEET
 AH1526
 AH1526                          STATION RECOVERY (1949)
 AH1526
 AH1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1526'STATION RECOVERED IN GOOD CONDITION.  THE 1949 DESCRIPTION OF
 AH1526'R.L. ENGDAHL IS ADEQUATE.
 AH1526
 AH1526                          STATION RECOVERY (1950)
 AH1526
 AH1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1526'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION BY R.L.E.
 AH1526'IN 1949 IS CORRECT AND ADEQUATE EXCEPT FOR THE FOLLOWING
 AH1526'ADDITION--MARK IS NOW STAMPED SARITA 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1529 ***********************************************************************
 AH1529  DESIGNATION -  SARITA NEW MUNICIPAL TANK
 AH1529  PID         -  AH1529
 AH1529  STATE/COUNTY-  TX/KENEDY
 AH1529  USGS QUAD   -  SARITA (1979)
 AH1529
 AH1529                         *CURRENT SURVEY CONTROL
 AH1529  ___________________________________________________________________
 AH1529* NAD 83(1993)-  27 13 33.51058(N)    097 47 34.82440(W)     ADJUSTED  
 AH1529* NAVD 88     -                                                        
 AH1529  ___________________________________________________________________
 AH1529  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AH1529  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH1529
 AH1529  HORZ ORDER  -  THIRD
 AH1529
 AH1529.The horizontal coordinates were established by classical geodetic methods
 AH1529.and adjusted by the National Geodetic Survey in February 1996..
 AH1529
 AH1529
 AH1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1529
 AH1529.The geoid height was determined by GEOID03.
 AH1529
 AH1529;                    North         East     Units Scale Factor Converg.
 AH1529;SPC TX S     - 5,172,954.736   370,024.527   MT  0.99990246   +0 19 15.5
 AH1529;SPC TX S     -16,971,602.33  1,213,988.80   sFT  0.99990246   +0 19 15.5
 AH1529;UTM  14      - 3,012,040.464   619,516.937   MT  0.99977633   +0 33 08.2
 AH1529
 AH1529                          SUPERSEDED SURVEY CONTROL
 AH1529
 AH1529  NAD 83(1986)-  27 13 33.53956(N)    097 47 34.78125(W) AD(       ) 4
 AH1529  NAD 27      -  27 13 31.66600(N)    097 47 34.72600(W) AD(       ) 3
 AH1529
 AH1529.Superseded values are not recommended for survey control.
 AH1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1529.See file dsdata.txt to determine how the superseded data were derived.
 AH1529
 AH1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1951712040(NAD 83)
 AH1529_MARKER: 53 = ELEVATED TANK
 AH1529
 AH1529  HISTORY     - Date     Condition        Report By
 AH1529  HISTORY     - 1951     FIRST OBSERVED   CGS
 AH1529
 AH1529                          STATION DESCRIPTION
 AH1529
 AH1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AH1529'LOCATED IN THE NORTH-NORTHWEST EDGE OF SARITA ABOUT 1 BLOCK
 AH1529'NORTHWEST OF THE KENEDY COUNTY COURT HOUSE AND 2 BLOCKS
 AH1529'NORTHWEST OF THE GENERAL STORE AND POST OFFICE.  IT IS A 4
 AH1529'LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH.  POINT OBSERVED
 AH1529'UPON, FINIAL ON THE APEX OF THE TANK ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1269 ***********************************************************************
 CR1269  DESIGNATION -  SARTAIN
 CR1269  PID         -  CR1269
 CR1269  STATE/COUNTY-  TX/SMITH
 CR1269  USGS QUAD   -  TROUP EAST (1973)
 CR1269
 CR1269                         *CURRENT SURVEY CONTROL
 CR1269  ___________________________________________________________________
 CR1269* NAD 83(1993)-  32 12 23.47407(N)    095 02 09.32334(W)     ADJUSTED  
 CR1269* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 CR1269  ___________________________________________________________________
 CR1269  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CR1269  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1269
 CR1269  HORZ ORDER  -  FIRST
 CR1269
 CR1269.The horizontal coordinates were established by classical geodetic methods
 CR1269.and adjusted by the National Geodetic Survey in February 1996..
 CR1269
 CR1269.The orthometric height was scaled from a topographic map.
 CR1269
 CR1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1269
 CR1269.The geoid height was determined by GEOID03.
 CR1269
 CR1269;                    North         East     Units Scale Factor Converg.
 CR1269;SPC TXNC     - 2,065,249.947   926,530.142   MT  0.99998053   +1 53 21.4
 CR1269;SPC TXNC     - 6,775,740.87  3,039,790.97   sFT  0.99998053   +1 53 21.4
 CR1269;SPC TX C     - 3,293,470.464 1,199,306.266   MT  1.00010283   +2 43 42.5
 CR1269;SPC TX C     -10,805,327.68  3,934,723.97   sFT  1.00010283   +2 43 42.5
 CR1269;UTM  15      - 3,565,144.822   308,110.892   MT  1.00005410   -1 05 07.5
 CR1269
 CR1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1269!SPC TXNC     -   0.99997588  x   0.99998053  =   0.99995641
 CR1269!SPC TX C     -   0.99997588  x   1.00010283  =   1.00007871
 CR1269!UTM  15      -   0.99997588  x   1.00005410  =   1.00002998
 CR1269
 CR1269|---------------------------------------------------------------------|
 CR1269| PID    Reference Object                     Distance      Geod. Az  |
 CR1269|                                                           dddmmss.s |
 CR1269| CY2222 SARTAIN RM 1                         21.989 METERS 00116     |
 CR1269| CR1172 OVERTON MUNICIPAL TANK              APPROX. 9.4 KM 0362606.9 |
 CR1269| CY2221 SARTAIN AZ MK                                      2152117.3 |
 CR1269| CR1267 TROUP MUNICIPAL TANK                APPROX.10.2 KM 2275949.4 |
 CR1269| CY2223 SARTAIN RM 2                         22.565 METERS 24352     |
 CR1269| CR1268 ARP MUNICIPAL TANK                  APPROX. 3.3 KM 3131138.0 |
 CR1269|---------------------------------------------------------------------|
 CR1269
 CR1269                          SUPERSEDED SURVEY CONTROL
 CR1269
 CR1269  NAD 83(1986)-  32 12 23.48287(N)    095 02 09.30998(W) AD(       ) 1
 CR1269  NAD 27      -  32 12 22.92190(N)    095 02 08.52070(W) AD(       ) 1
 CR1269
 CR1269.Superseded values are not recommended for survey control.
 CR1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1269.See file dsdata.txt to determine how the superseded data were derived.
 CR1269
 CR1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR0811165145(NAD 83)
 CR1269_MARKER: DS = TRIANGULATION STATION DISK
 CR1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1269
 CR1269  HISTORY     - Date     Condition        Report By
 CR1269  HISTORY     - 1950     MONUMENTED       CGS
 CR1269  HISTORY     - 1958     GOOD             CGS
 CR1269  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR1269
 CR1269                          STATION DESCRIPTION
 CR1269
 CR1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1269'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF THE TOWN
 CR1269'OF OVERTON, 2 MILES SOUTHEAST OF ARP.  IT IS IN THE EDGE
 CR1269'OF WOODS AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 43
 CR1269'FEET NORTH OF A FENCE CORNER, 27 FEET NORTH-NORTHWEST OF AN
 CR1269'18 INCH OAK TREE WITH A TRIANGLE BLAZE, 3 FEET WEST OF A
 CR1269'WITNESS POST AND 2 FEET EAST OF THE FENCE.  THE MARK PROJECTS
 CR1269'3 INCHES AND THE DISK IS STAMPED SARTAIN 1950.
 CR1269'
 CR1269'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A FENCE.  THE MARK
 CR1269'PROJECTS 4 INCHES AND THE DISK IS STAMPED SARTAIN NO 1 1950.
 CR1269'
 CR1269'REFERENCE MARK NO. 2 IS 64 FEET WEST OF A FENCE CORNER AND
 CR1269'1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND
 CR1269'THE DISK IS STAMPED SARTAIN NO 2 1950.
 CR1269'
 CR1269'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE STATION,
 CR1269'19.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH
 CR1269'OF A WITNESS POST AND 1 FOOT WEST OF THE FENCE.  THE MARK
 CR1269'PROJECTS 2 INCHES AND THE DISK STAMPED SARTAIN 1950.
 CR1269'
 CR1269'TO REACH FROM THE RAILROAD CROSSING JUST NORTHEAST OF THE
 CR1269'RAILROAD STATION IN ARP, GO EASTERLY ON A BLACK TOP ROAD
 CR1269'1.55 MILES TO A SIDE ROAD RIGHT, TURN RIGHT ON A DIRT ROAD
 CR1269'FOR 0.95 MILE TO A WIRE GATE ON THE LEFT, TURN LEFT INTO
 CR1269'FIELD AND GO 0.1 MILE TO THE SOUTHEAST CORNER OF THE FIELD
 CR1269'AND THE STATION AS DESCRIBED.
 CR1269'
 CR1269'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 CR1269'ACROSS FIELD TO GATE, PASS THROUGH GATE AND GO SOUTH (LEFT)
 CR1269'0.35 MILE TO THE MARK ON THE LEFT.
 CR1269'
 CR1269'NOTE-A SMALL AMOUNT OF CLEARING NEEDED TO SEE THE AZIMUTH MARK.
 CR1269'
 CR1269'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1269
 CR1269                          STATION RECOVERY (1958)
 CR1269
 CR1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1269'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 CR1269'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CR1269'
 CR1269'THE STATION IS LOCATED IN THE EDGE OF WOODS AT THE SOUTHEAST
 CR1269'CORNER OF A CULTIVATED FIELD, ABOUT 2 MILES SOUTHEAST OF
 CR1269'ARP, 42 FEET NORTH OF A FENCE CORNER POST, 27 FEET NORTH-NORTHWEST
 CR1269'OF A 18-INCH OAK TREE WITH A TRIANGLE BLAZE AND 2 FEET EAST
 CR1269'OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 CR1269'OF THE GROUND AND IS STAMPED SARTAIN 1950.
 CR1269'
 CR1269'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF WIRE FENCE.  THE MARK
 CR1269'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1269'STAMPED SARTAIN NO 1 1950.
 CR1269'
 CR1269'REFERENCE MARK NO. 2 IS 62 FEET WEST OF FENCE CORNER POST
 CR1269'AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS SET FLUSH
 CR1269'WITH THE SURFACE OF THE GROUND AND IS STAMPED SARTAIN NO
 CR1269'2 1950.
 CR1269'
 CR1269'AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF A GRADED ROAD,
 CR1269'2 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A WIRE
 CR1269'FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 CR1269'AND IS STAMPED SARTAIN 1950.
 CR1269'
 CR1269'TO REACH THE STATION FROM THE POST OFFICE IN ARP, GO NORTH
 CR1269'FOR ABOUT 100 FEET TO AN OILED ROAD ON THE RIGHT, TURN
 CR1269'RIGHT AND GO EASTERLY FOR 1.5 MILES TO A GRADED ROAD ON
 CR1269'THE RIGHT, TURN RIGHT AND GO SOUTHERLY FOR 0.5 MILE TO A
 CR1269'SIDE ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD ON GRADED
 CR1269'ROAD FOR 0.4 MILE TO A TRACK ROAD ON THE LEFT AND A WIRE
 CR1269'GATE, TURN LEFT AND GO 0.1 MILE TO THE SOUTHEAST CORNER
 CR1269'OF FIELD AND THE STATION AS DESCRIBED.
 CR1269'
 CR1269'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 CR1269'ON TRACK ROAD FOR 0.1 MILE TO GATE, PASS THROUGH GATE AND
 CR1269'TURN LEFT AND GO SOUTH FOR 0.35 TO THE AZIMUTH MARK ON THE
 CR1269'LEFT AS DESCRIBED.
 CR1269'
 CR1269'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER.
 CR1269
 CR1269                          STATION RECOVERY (1991)
 CR1269
 CR1269'RECOVERY NOTE BY US POWER SQUADRON 1991 (AFA)
 CR1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8389 ***********************************************************************
 AH8389  DESIGNATION -  SAS
 AH8389  PID         -  AH8389
 AH8389  STATE/COUNTY-  TX/ARANSAS
 AH8389  USGS QUAD   -  ST CHARLES BAY SW (1952)
 AH8389
 AH8389                         *CURRENT SURVEY CONTROL
 AH8389  ___________________________________________________________________
 AH8389* NAD 83(1993)-  28 00 49.65845(N)    096 58 12.67388(W)     ADJUSTED  
 AH8389* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 AH8389  ___________________________________________________________________
 AH8389  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH8389  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AH8389
 AH8389  HORZ ORDER  -  THIRD
 AH8389
 AH8389.The horizontal coordinates were established by classical geodetic methods
 AH8389.and adjusted by the National Geodetic Survey in August 1998..
 AH8389
 AH8389.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8389
 AH8389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8389
 AH8389.The geoid height was determined by GEOID03.
 AH8389
 AH8389;                    North         East     Units Scale Factor Converg.
 AH8389;SPC TXSC     - 4,021,734.194   799,645.991   MT  1.00012656   +0 59 40.0
 AH8389;SPC TXSC     -13,194,639.60  2,623,505.22   sFT  1.00012656   +0 59 40.0
 AH8389;UTM  14      - 3,100,391.260   699,574.393   MT  1.00009163   +0 57 13.3
 AH8389
 AH8389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8389!SPC TXSC     -   1.00000400  x   1.00012656  =   1.00013056
 AH8389!UTM  14      -   1.00000400  x   1.00009163  =   1.00009563
 AH8389
 AH8389                          SUPERSEDED SURVEY CONTROL
 AH8389
 AH8389  NGVD 29 (08/21/98)    1.4    (m)            5.     (f) VERT ANG       
 AH8389
 AH8389.Superseded values are not recommended for survey control.
 AH8389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8389.See file dsdata.txt to determine how the superseded data were derived.
 AH8389
 AH8389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9957400391(NAD 83)
 AH8389_MARKER: DD = SURVEY DISK
 AH8389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8389_STAMPING: SAS 1989
 AH8389_MARK LOGO: NOS   
 AH8389_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8389+STABILITY: SURFACE MOTION
 AH8389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8389+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8389
 AH8389  HISTORY     - Date     Condition        Report By
 AH8389  HISTORY     - 1989     MONUMENTED       NOS
 AH8389
 AH8389                          STATION DESCRIPTION
 AH8389
 AH8389'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8389'THE STATION IS LOCATED ON THE WEST SHORE OF SAN JOSE ISLAND, AT THE
 AH8389'EAST SIDE OF ARANSAS BAY, APPROXIMATELY 5 MILES EAST FROM ROCKPORT. TO
 AH8389'REACH THE STATION FROM ROCKPORT, GO BY BOAT, EAST 5 MILES TO THE AREA
 AH8389'OF THE STATION ALONG THE WESTERN SHORELINE OF SAN JOSE ISLAND. THE
 AH8389'STATION IS AN ALUMINUM DISK ATTACHED TO A 42 INCH ALUMINUM ROD WHICH
 AH8389'IN TURN IS SURROUNDED BY A MASS OF CONCRETE.  THE DISK IS PROJECTING
 AH8389'35 CENTIMETERS.  IT IS STAMPED---SAS 1989---, AND IS LOCATED
 AH8389'APPROXIMATELY 0.4 MILE NORTH FROM A SMALL INLET TO A LAGOON,
 AH8389'APPROXIMATELY 40 METERS WEST FROM THE WEST EDGE OF THE LAGOON, AND 6
 AH8389'METERS EAST FROM THE MHWL OF ARANSAS BAY. DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1834 ***********************************************************************
 AY1834  DESIGNATION -  SASPAMCO
 AY1834  PID         -  AY1834
 AY1834  STATE/COUNTY-  TX/WILSON
 AY1834  USGS QUAD   -  SASPAMCO (1973)
 AY1834
 AY1834                         *CURRENT SURVEY CONTROL
 AY1834  ___________________________________________________________________
 AY1834* NAD 83(1993)-  29 14 15.34845(N)    098 15 23.98507(W)     ADJUSTED  
 AY1834* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 AY1834  ___________________________________________________________________
 AY1834  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AY1834  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AY1834
 AY1834  HORZ ORDER  -  FIRST
 AY1834
 AY1834.The horizontal coordinates were established by classical geodetic methods
 AY1834.and adjusted by the National Geodetic Survey in February 1996..
 AY1834
 AY1834.The orthometric height was scaled from a topographic map.
 AY1834
 AY1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1834
 AY1834.The geoid height was determined by GEOID03.
 AY1834
 AY1834;                    North         East     Units Scale Factor Converg.
 AY1834;SPC TXSC     - 4,155,859.162   672,253.469   MT  0.99986468   +0 21 51.0
 AY1834;SPC TXSC     -13,634,681.27  2,205,551.59   sFT  0.99986468   +0 21 51.0
 AY1834;UTM  14      - 3,234,538.650   572,235.896   MT  0.99966439   +0 21 47.1
 AY1834
 AY1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1834!SPC TXSC     -   0.99998030  x   0.99986468  =   0.99984499
 AY1834!UTM  14      -   0.99998030  x   0.99966439  =   0.99964470
 AY1834
 AY1834|---------------------------------------------------------------------|
 AY1834| PID    Reference Object                     Distance      Geod. Az  |
 AY1834|                                                           dddmmss.s |
 AY1834| CV6237 SASPAMCO RM 2                        36.027 METERS 04148     |
 AY1834| CV6235 SASPAMCO AZ MK                                     1265403.7 |
 AY1834| CV6236 SASPAMCO RM 1                        32.538 METERS 13001     |
 AY1834|---------------------------------------------------------------------|
 AY1834
 AY1834                          SUPERSEDED SURVEY CONTROL
 AY1834
 AY1834  NAD 83(1986)-  29 14 15.35345(N)    098 15 23.96665(W) AD(       ) 1
 AY1834  NAD 27      -  29 14 14.48600(N)    098 15 22.92800(W) AD(       ) 1
 AY1834
 AY1834.Superseded values are not recommended for survey control.
 AY1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1834.See file dsdata.txt to determine how the superseded data were derived.
 AY1834
 AY1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7223634539(NAD 83)
 AY1834_MARKER: DS = TRIANGULATION STATION DISK
 AY1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1834
 AY1834  HISTORY     - Date     Condition        Report By
 AY1834  HISTORY     - 1953     MONUMENTED       CGS
 AY1834  HISTORY     - 1956     GOOD             AMS
 AY1834  HISTORY     - 1959     GOOD             CGS
 AY1834
 AY1834                          STATION DESCRIPTION
 AY1834
 AY1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1834'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF SAN ANTONIO,
 AY1834'9 MILES NORTHWEST OF FLORESVILLE, 5 MILES EAST OF ELMENDORF,
 AY1834'2.5 MILES EAST OF THE SMALL VILLAGE OF SASPAMCO, ON THE
 AY1834'SOUTHWEST SIDE OF U.S. HIGHWAY 181 AND ON THE HIGHEST POINT
 AY1834'OF A TIMBERED NORTH-SOUTH RIDGE.  IT IS ON THE SOUTHWEST EDGE OF
 AY1834'THE HIGHWAY RIGHT OF WAY.
 AY1834'
 AY1834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 181
 AY1834'AND LOOP 13 IN SOUTHEAST EDGE OF SAN ANTONIO, GO SOUTHEAST
 AY1834'ON HIGHWAY 181 FOR 14.5 MILES TO TOP OF GRADE AND THE STATION
 AY1834'ON RIGHT, JUST BEYOND GATE ENTRANCE TO THE V RANCH.
 AY1834'
 AY1834'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1834'POST SET FLUSH WITH THE SURFACE.  IT IS 59 FEET SOUTHWEST
 AY1834'OF THE CENTER LINE OF U.S. HIGHWAY 181, 6 FEET SOUTHEAST OF
 AY1834'A WITNESS POST, 2 FEET NORTHEAST OF THE RIGHT OF WAY FENCE LINE
 AY1834'AND IT IS STAMPED SASPAMCO 1953.
 AY1834'
 AY1834'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1834'POST PROJECTING 3 INCHES.  IT IS 59 FEET SOUTHWEST OF THE CENTER
 AY1834'LINE OF HIGHWAY 181, 2 FEET NORTHEAST OF THE RIGHT OF WAY FENCE
 AY1834'LINE AND IT IS STAMPED SASPAMCO NO. 1 1953.
 AY1834'
 AY1834'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY1834'CONCRETE POST PROJECTING 3 INCHES.  IT IS 59 FEET NORTHEAST
 AY1834'OF THE CENTER LINE OF HIGHWAY 181, 34 FEET EAST OF A LARGE
 AY1834'TREE AND 1.0 FOOT SOUTHWEST OF THE RIGHT OF WAY FENCE LINE.
 AY1834'IT IS STAMPED SASPAMCO NO. 2 1953.
 AY1834'
 AY1834'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AY1834'PROJECTING 3 INCHES.  IT IS 59 FEET NORTHEAST OF THE CENTER
 AY1834'LINE OF HIGHWAY 181, 47 FEET SOUTHEAST OF THE CENTER OF A
 AY1834'DRIVEWAY, 5 FEET NORTHWEST OF A WITNESS POST, 2 FEET SOUTHWEST
 AY1834'OF A POWER POLE AND 1.0 FOOT SOUTHWEST OF THE RIGHT OF WAY
 AY1834'FENCE LINE.  IT IS SET APPROXIMATELY MIDWAY OF THE GRADE AND IS
 AY1834'STAMPED SASPAMCO 1953.
 AY1834'
 AY1834'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 AY1834'HIGHWAY 181 FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED
 AY1834'ABOVE.
 AY1834'
 AY1834'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1834
 AY1834                          STATION RECOVERY (1956)
 AY1834
 AY1834'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1834'STATION, A TRIANGULATION DISK SET IN CONCRETE POST, THE AZIMUTH
 AY1834'MARK AND R.M.S WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1834'R.P. 1 IS 83 FT. NW OF THE NW EDGE OF TREE AND R.P. 2 IS 98.6
 AY1834'FT. NNE OF CENTER OF TREE.
 AY1834
 AY1834                          STATION RECOVERY (1959)
 AY1834
 AY1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WHL)
 AY1834'STATION IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1833 ***********************************************************************
 AY1833  DESIGNATION -  SASPAMCO DICKY CLAY MFG PLT TK
 AY1833  PID         -  AY1833
 AY1833  STATE/COUNTY-  TX/WILSON
 AY1833  USGS QUAD   -  SASPAMCO (1973)
 AY1833
 AY1833                         *CURRENT SURVEY CONTROL
 AY1833  ___________________________________________________________________
 AY1833* NAD 83(1993)-  29 14 25.13237(N)    098 17 59.04581(W)     ADJUSTED  
 AY1833* NAVD 88     -                                                        
 AY1833  ___________________________________________________________________
 AY1833  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AY1833  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY1833
 AY1833  HORZ ORDER  -  THIRD
 AY1833
 AY1833.The horizontal coordinates were established by classical geodetic methods
 AY1833.and adjusted by the National Geodetic Survey in February 1996..
 AY1833
 AY1833
 AY1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1833
 AY1833.The geoid height was determined by GEOID03.
 AY1833
 AY1833;                    North         East     Units Scale Factor Converg.
 AY1833;SPC TXSC     - 4,156,134.511   668,065.015   MT  0.99986460   +0 20 35.0
 AY1833;SPC TXSC     -13,635,584.64  2,191,809.97   sFT  0.99986460   +0 20 35.0
 AY1833;UTM  14      - 3,234,814.019   568,048.302   MT  0.99965714   +0 20 31.5
 AY1833
 AY1833                          SUPERSEDED SURVEY CONTROL
 AY1833
 AY1833  NAD 83(1986)-  29 14 25.13741(N)    098 17 59.02747(W) AD(       ) 4
 AY1833  NAD 27      -  29 14 24.27100(N)    098 17 57.98700(W) AD(       ) 3
 AY1833
 AY1833.Superseded values are not recommended for survey control.
 AY1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1833.See file dsdata.txt to determine how the superseded data were derived.
 AY1833
 AY1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6804834814(NAD 83)
 AY1833_MARKER: 53 = ELEVATED TANK
 AY1833
 AY1833  HISTORY     - Date     Condition        Report By
 AY1833  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1833  HISTORY     - 1956     GOOD             AMS
 AY1833
 AY1833                          STATION DESCRIPTION
 AY1833
 AY1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1833'LOCATED IN THE SMALL COMMUNITY OF SASPAMCO, ABOUT 17 MILES SOUTHEAST
 AY1833'OF THE CENTER OF SAN ANTONIO AND 1 MILE SOUTH OF U.S. HIGHWAY
 AY1833'181.  THE TANK IS A STEEL STRUCTURE SUPPORTED BY FOUR STEEL
 AY1833'STRUSSES, PAINTED BLACK, AND 140 FEET HIGH.
 AY1833'
 AY1833'THE POINT INTERSECTED WAS THE BALL ON THE TOP OF THE TANK.
 AY1833
 AY1833                          STATION RECOVERY (1956)
 AY1833
 AY1833'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1833'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 AY1833'MARK IS A STEEL, 4-TRUSS, WATER TANK PAINTED GRAY AT THE W.S.
 AY1833'DICKY CLAY MFG. PLANT.  R.P. 1 IS 90 FT. SW OF THE SW CORNER
 AY1833'OF BLDG.  R.P. 2 IS 79.5 FT. W OF THE NW CORNER OF A SMALL
 AY1833'BLDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2777 ***********************************************************************
 AB2777  PACS        -  This is a Primary Airport Control Station.
 AB2777  DESIGNATION -  SAT A
 AB2777  PID         -  AB2777
 AB2777  STATE/COUNTY-  TX/BEXAR
 AB2777  USGS QUAD   -  LONGHORN (1992)
 AB2777
 AB2777                         *CURRENT SURVEY CONTROL
 AB2777  ___________________________________________________________________
 AB2777* NAD 83(1993)-  29 31 59.09352(N)    098 28 01.48320(W)     ADJUSTED  
 AB2777* NAVD 88     -       237.32   (meters)     778.6    (feet)  GPS OBS   
 AB2777  ___________________________________________________________________
 AB2777  X           -    -817,797.263 (meters)                     COMP
 AB2777  Y           -  -5,493,600.085 (meters)                     COMP
 AB2777  Z           -   3,125,550.160 (meters)                     COMP
 AB2777  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AB2777  ELLIP HEIGHT-         211.88  (meters)          (10/24/00) GPS OBS
 AB2777  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AB2777
 AB2777  HORZ ORDER  -  B
 AB2777  ELLP ORDER  -  FOURTH    CLASS II
 AB2777
 AB2777.This mark is at San Antonio Intl (SAT) Airport (SAT)
 AB2777
 AB2777.The horizontal coordinates were established by GPS observations
 AB2777.and adjusted by the National Geodetic Survey in February 1996..
 AB2777
 AB2777.The orthometric height was determined by GPS observations and a
 AB2777.high-resolution geoid model.
 AB2777
 AB2777.GPS derived orthometric heights for airport stations designated as
 AB2777.PACS or SACS are published to 2 decimal places.  This maintains
 AB2777.centimeter relative accuracy between the PACS and SACS.  It does
 AB2777.not indicate centimeter accuracy relative to other marks which are
 AB2777.part of the NAVD 88 network.
 AB2777
 AB2777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2777
 AB2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2777
 AB2777.The ellipsoidal height was determined by GPS observations
 AB2777.and is referenced to NAD 83.
 AB2777
 AB2777.The geoid height was determined by GEOID03.
 AB2777
 AB2777;                    North         East     Units Scale Factor Converg.
 AB2777;SPC TXSC     - 4,188,494.958   651,651.663   MT  0.99986920   +0 15 39.9
 AB2777;SPC TXSC     -13,741,753.87  2,137,960.50   sFT  0.99986920   +0 15 39.9
 AB2777;UTM  14      - 3,267,167.213   551,638.321   MT  0.99963290   +0 15 45.7
 AB2777
 AB2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2777!SPC TXSC     -   0.99996672  x   0.99986920  =   0.99983593
 AB2777!UTM  14      -   0.99996672  x   0.99963290  =   0.99959964
 AB2777
 AB2777|---------------------------------------------------------------------|
 AB2777| PID    Reference Object                     Distance      Geod. Az  |
 AB2777|                                                           dddmmss.s |
 AB2777| AC6550 AP STA C SAT                        320.201 METERS 08911     |
 AB2777|---------------------------------------------------------------------|
 AB2777
 AB2777                          SUPERSEDED SURVEY CONTROL
 AB2777
 AB2777  ELLIP H (02/20/96)  212.04   (m)                       GP(       ) 1 1
 AB2777
 AB2777.Superseded values are not recommended for survey control.
 AB2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2777.See file dsdata.txt to determine how the superseded data were derived.
 AB2777
 AB2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5163867167(NAD 83)
 AB2777_MARKER: I = METAL ROD
 AB2777_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2777_STAMPING: SAT A 1995
 AB2777_MARK LOGO: NGS   
 AB2777_PROJECTION: FLUSH
 AB2777_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2777+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999
 AB2777_ROD/PIPE-DEPTH: 3.96 meters
 AB2777_SLEEVE-DEPTH  : 1 meters
 AB2777
 AB2777  HISTORY     - Date     Condition        Report By
 AB2777  HISTORY     - 1995     MONUMENTED       NGS
 AB2777  HISTORY     - 19990302 GOOD             NGS
 AB2777
 AB2777                          STATION DESCRIPTION
 AB2777
 AB2777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2777'THE STATION IS LOCATED ON THE NORTH SIDE OF SAN ANTONIO AT THE SAN
 AB2777'ANTONIO INTERNATIONAL AIRPORT AND IN A GRASS AREA SOUTH OF THE
 AB2777'INTERSECTION OF TAXIWAYS ROMEO AND DELTA.  OWNERSHIP--CITY OF SAN
 AB2777'ANTONIO, 9800 AIRPORT BOULVARD, SAN ANTONIO, TX 78216.  AIRPORT
 AB2777'CONTACT IS WILLIAM (BILL) WRIGHT IN OPERATIONS, PHONE (210) 821-3477.
 AB2777'ESCORT WILL BE REQUIRED, CALL IN ADVANCE.  TO REACH THE STATION FROM
 AB2777'THE JUNCTION OF INTERSTATE HIGHWAY 410 AND AIRPORT BOULVARD (EXIT 21)
 AB2777', GO NORTHERLY ON AIRPORT BOULVARD AND THE ARRIVALS DECK OF TERMINAL
 AB2777'NUMBER 1 FOR 0.8 MI (1.3 KM) TO A PARKING LOT ENTRANCE, CHECK IN BOOTH
 AB2777'AND A GATE ON THE RIGHT, TURN RIGHT AND GO EAST SOUTHEAST FOR 150 FT
 AB2777'(45.7 M) TO THE CHECK IN BOOTH ON THE LEFT AND A GATE AHEAD, PASS
 AB2777'THROUGH GATE, BEAR LEFT AND GO NORTH ON THE APRON FOR 0.2 MI (0.3 KM)
 AB2777'TO A NORTHEAST-SOUTHWEST TAXIWAY (DELTA) , BEAR RIGHT AND GO NORTHEAST
 AB2777'ON THE TAXIWAY CROSSING THE PARALLEL RUNWAYS FOR 0.35 MI (0.56 KM) TO
 AB2777'THE INTERSECTION OF A PARALLEL TAXIWAY AHEAD AND THE STATION ON THE
 AB2777'RIGHT.  THE STATION IS 244.0 FT (74.4 M) SOUTHEAST OF THE TAXIWAY
 AB2777'CENTER, 000.0 FT (0.0 CM) SOUTHWEST OF THE PARALLEL TAXIWAY CENTER AND
 AB2777'40.0 FT (12.2 M) SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE STORM
 AB2777'SEWER INLET PAD AND 2.0 FT (0.6 M) NORTHWEST OF A WITNESS POST.  DRL.
 AB2777'NOTE TO OBSERVER, PLEASE GET THE MEASUREMENT FOR THE PARALLEL TAXIWAY.
 AB2777
 AB2777                          STATION RECOVERY (1999)
 AB2777
 AB2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AB2777'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4030 ***********************************************************************
 AB4030  SACS        -  This is a Secondary Airport Control Station.
 AB4030  DESIGNATION -  SAT B
 AB4030  PID         -  AB4030
 AB4030  STATE/COUNTY-  TX/BEXAR
 AB4030  USGS QUAD   -  LONGHORN (1992)
 AB4030
 AB4030                         *CURRENT SURVEY CONTROL
 AB4030  ___________________________________________________________________
 AB4030* NAD 83(1993)-  29 31 54.73177(N)    098 27 32.80510(W)     ADJUSTED  
 AB4030* NAVD 88     -       234.50   (meters)     769.4    (feet)  GPS OBS   
 AB4030  ___________________________________________________________________
 AB4030  X           -    -817,042.826 (meters)                     COMP
 AB4030  Y           -  -5,493,776.771 (meters)                     COMP
 AB4030  Z           -   3,125,431.906 (meters)                     COMP
 AB4030  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AB4030  ELLIP HEIGHT-         209.04  (meters)          (05/04/01) GPS OBS
 AB4030  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AB4030
 AB4030  HORZ ORDER  -  FIRST
 AB4030  ELLP ORDER  -  SECOND    CLASS I
 AB4030
 AB4030.This mark is at San Antonio Intl (SAT) Airport (SAT)
 AB4030
 AB4030.The horizontal coordinates were established by GPS observations
 AB4030.and adjusted by the National Geodetic Survey in June 1996..
 AB4030
 AB4030.The orthometric height was determined by GPS observations and a
 AB4030.high-resolution geoid model.
 AB4030
 AB4030.GPS derived orthometric heights for airport stations designated as
 AB4030.PACS or SACS are published to 2 decimal places.  This maintains
 AB4030.centimeter relative accuracy between the PACS and SACS.  It does
 AB4030.not indicate centimeter accuracy relative to other marks which are
 AB4030.part of the NAVD 88 network.
 AB4030
 AB4030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4030
 AB4030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4030
 AB4030.The ellipsoidal height was determined by GPS observations
 AB4030.and is referenced to NAD 83.
 AB4030
 AB4030.The geoid height was determined by GEOID03.
 AB4030
 AB4030;                    North         East     Units Scale Factor Converg.
 AB4030;SPC TXSC     - 4,188,364.222   652,424.371   MT  0.99986913   +0 15 54.0
 AB4030;SPC TXSC     -13,741,324.95  2,140,495.62   sFT  0.99986913   +0 15 54.0
 AB4030;UTM  14      - 3,267,036.530   552,410.850   MT  0.99963389   +0 15 59.8
 AB4030
 AB4030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4030!SPC TXSC     -   0.99996717  x   0.99986913  =   0.99983630
 AB4030!UTM  14      -   0.99996717  x   0.99963389  =   0.99960107
 AB4030
 AB4030                          SUPERSEDED SURVEY CONTROL
 AB4030
 AB4030  ELLIP H (06/24/96)  209.20   (m)                       GP(       ) 2 1
 AB4030
 AB4030.Superseded values are not recommended for survey control.
 AB4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4030.See file dsdata.txt to determine how the superseded data were derived.
 AB4030
 AB4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5241167037(NAD 83)
 AB4030_MARKER: I = METAL ROD
 AB4030_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4030_STAMPING: SAT B 1995
 AB4030_MARK LOGO: NGS   
 AB4030_PROJECTION: FLUSH
 AB4030_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4030+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4030_ROD/PIPE-DEPTH: 2.38 meters
 AB4030_SLEEVE-DEPTH  : 1 meters
 AB4030
 AB4030  HISTORY     - Date     Condition        Report By
 AB4030  HISTORY     - 1995     MONUMENTED       NGS
 AB4030
 AB4030                          STATION DESCRIPTION
 AB4030
 AB4030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB4030'THE STATION IS LOCATED ON THE NORTH SIDE OF SAN ANTONIO AT THE SAN
 AB4030'ANTONIO INTERNATIONAL AIRPORT AND IN A GRASS AREA NORTHWEST OF A APRON
 AB4030'(FEDEX) ON THE EAST SIDE OF THE AIRPORT.  OWNERSHIP--CITY OF SAN
 AB4030'ANTONIO, 9800 AIRPORT BOULVARD, SAN ANTONIO, TX 78216.  AIRPORT
 AB4030'CONTACT IS WILLIAM (BILL) WRIGHT IN OPERATIONS, PHONE (210) 821-3477.
 AB4030'ESCORT WILL BE REQUIRED, CALL IN ADVANCE.  TO REACH THE STATION FROM
 AB4030'THE JUNCTION OF INTERSTATE HIGHWAY 410 AND AIRPORT BOULVARD (EXIT 21)
 AB4030', GO NORTHERLY ON AIRPORT BOULVARD AND THE ARRIVALS DECK OF TERMINAL
 AB4030'NUMBER 1 FOR 0.8 MI (1.3 KM) TO A PARKING LOT ENTRANCE, CHECK IN BOOTH
 AB4030'AND A GATE ON THE RIGHT, TURN RIGHT AND GO EAST SOUTHEAST FOR 150 FT
 AB4030'(45.7 M) TO THE CHECK IN BOOTH ON THE LEFT AND A GATE AHEAD, PASS
 AB4030'THROUGH GATE, BEAR LEFT AND GO NORTH ON THE APRON FOR 0.2 MI (0.3 KM)
 AB4030'TO A NORTHEAST-SOUTHWEST TAXIWAY (DELTA) , BEAR RIGHT AND GO NORTHEAST
 AB4030'ON THE TAXIWAY CROSSING THE PARALLEL RUNWAYS FOR 0.4 MI (0.6 KM) TO
 AB4030'THE INTERSECTION OF A TAXIWAY, TURN RIGHT AND GO SOUTHEAST ON THE
 AB4030'PARALLEL TAXIWAY FOR 0.25 MI (0.40 KM) TO A TAXIWAY INTERSECTION, TURN
 AB4030'LEFT AND GO NORTHEAST ON A PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO A
 AB4030'TAXIWAY RIGHT, TURN RIGHT AND GO SOUTHEAST ON TAXIWAY (TANGO) CROSSING
 AB4030'RUNWAY 03/21 FOR 0.15 MI (0.24 KM) TO A APRON JUST AHEAD AND THE
 AB4030'STATION ON THE LEFT.  THE STATION IS 262.0 FT (79.9 M) NORTHEAST OF
 AB4030'THE TAXIWAY CENTER, 103.0 FT (31.4 M) EAST NORTHEAST OF THE CENTER OF
 AB4030'A TAXIWAY INDICATOR BOX, 62.5 FT (19.1 M) EAST OF THE EAST CORNER OF A
 AB4030'5 FT (1.5 M) X 3 FT (0.9 M) SQUARE METAL ACCESS COVER AND 22.0 FT (6.7
 AB4030'M) NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE APRON.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4031 ***********************************************************************
 AB4031  SACS        -  This is a Secondary Airport Control Station.
 AB4031  DESIGNATION -  SAT C
 AB4031  PID         -  AB4031
 AB4031  STATE/COUNTY-  TX/BEXAR
 AB4031  USGS QUAD   -  LONGHORN (1992)
 AB4031
 AB4031                         *CURRENT SURVEY CONTROL
 AB4031  ___________________________________________________________________
 AB4031* NAD 83(1993)-  29 32 02.05737(N)    098 28 35.87526(W)     ADJUSTED  
 AB4031* NAVD 88     -       241.21   (meters)     791.4    (feet)  GPS OBS   
 AB4031  ___________________________________________________________________
 AB4031  X           -    -818,707.112 (meters)                     COMP
 AB4031  Y           -  -5,493,422.531 (meters)                     COMP
 AB4031  Z           -   3,125,631.495 (meters)                     COMP
 AB4031  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AB4031  ELLIP HEIGHT-         215.80  (meters)          (05/04/01) GPS OBS
 AB4031  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AB4031
 AB4031  HORZ ORDER  -  FIRST
 AB4031  ELLP ORDER  -  SECOND    CLASS I
 AB4031
 AB4031.This mark is at San Antonio Intl (SAT) Airport (SAT)
 AB4031
 AB4031.The horizontal coordinates were established by GPS observations
 AB4031.and adjusted by the National Geodetic Survey in June 1996..
 AB4031
 AB4031.The orthometric height was determined by GPS observations and a
 AB4031.high-resolution geoid model.
 AB4031
 AB4031.GPS derived orthometric heights for airport stations designated as
 AB4031.PACS or SACS are published to 2 decimal places.  This maintains
 AB4031.centimeter relative accuracy between the PACS and SACS.  It does
 AB4031.not indicate centimeter accuracy relative to other marks which are
 AB4031.part of the NAVD 88 network.
 AB4031
 AB4031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4031
 AB4031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4031
 AB4031.The ellipsoidal height was determined by GPS observations
 AB4031.and is referenced to NAD 83.
 AB4031
 AB4031.The geoid height was determined by GEOID03.
 AB4031
 AB4031;                    North         East     Units Scale Factor Converg.
 AB4031;SPC TXSC     - 4,188,582.021   650,725.334   MT  0.99986925   +0 15 23.1
 AB4031;SPC TXSC     -13,742,039.51  2,134,921.37   sFT  0.99986925   +0 15 23.1
 AB4031;UTM  14      - 3,267,254.229   550,712.209   MT  0.99963173   +0 15 28.8
 AB4031
 AB4031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4031!SPC TXSC     -   0.99996611  x   0.99986925  =   0.99983536
 AB4031!UTM  14      -   0.99996611  x   0.99963173  =   0.99959785
 AB4031
 AB4031                          SUPERSEDED SURVEY CONTROL
 AB4031
 AB4031  ELLIP H (06/24/96)  215.96   (m)                       GP(       ) 2 1
 AB4031
 AB4031.Superseded values are not recommended for survey control.
 AB4031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4031.See file dsdata.txt to determine how the superseded data were derived.
 AB4031
 AB4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5071267254(NAD 83)
 AB4031_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4031_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB4031_SP_SET: STORM SEWER INLET
 AB4031_STAMPING: SAT C 1995
 AB4031_MARK LOGO: NGS   
 AB4031_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4031+STABILITY: SURFACE MOTION
 AB4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4031+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4031
 AB4031  HISTORY     - Date     Condition        Report By
 AB4031  HISTORY     - 1995     MONUMENTED       NGS
 AB4031
 AB4031                          STATION DESCRIPTION
 AB4031
 AB4031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB4031'THE STATION IS LOCATED ON THE NORTH SIDE OF SAN ANTONIO AT THE SAN
 AB4031'ANTONIO INTERNATIONAL AIRPORT AND IN A GRASS AREA FORMED BY TAXIWAYS
 AB4031'ALPHA, GOLF AND BRAVO.  OWNERSHIP--CITY OF SAN ANTONIO, 9800 AIRPORT
 AB4031'BOULVARD, SAN ANTONIO, TX 78216.  AIRPORT CONTACT IS WILLIAM (BILL)
 AB4031'WRIGHT IN OPERATIONS, PHONE (210) 821-3477.  ESCORT WILL BE REQUIRED,
 AB4031'CALL IN ADVANCE.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AB4031'HIGHWAY 410 AND AIRPORT BOULVARD (EXIT 21) , GO NORTHERLY ON AIRPORT
 AB4031'BOULVARD AND THE ARRIVALS DECK OF TERMINAL NUMBER 1 FOR 0.8 MI (1.3
 AB4031'KM) TO A PARKING LOT ENTRANCE, CHECK IN BOOTH AND A GATE ON THE RIGHT,
 AB4031'TURN RIGHT AND GO EAST SOUTHEAST FOR 150 FT (45.7 M) TO THE CHECK IN
 AB4031'BOOTH ON THE LEFT AND A GATE AHEAD, PASS THROUGH GATE, BEAR LEFT AND
 AB4031'GO NORTH ON THE APRON FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A
 AB4031'NORTHEAST-SOUTHWEST TAXIWAY (DELTA) AND A NORTHWEST-SOUTHEAST PARALLEL
 AB4031'TAXIWAY (GOLF) , BEAR LEFT AND GO NORTHWEST ON THE PARALLEL TAXIWAY
 AB4031'FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.  THE STATION IS SET
 AB4031'INTO A 15 FT (4.6 M) X 15 FT (4.6 M) CONCRETE STORM SEWER INLET, 144.2
 AB4031'FT (44.0 M) NORTHEAST OF THE NORTHEAST EDGE OF A TAXIWAY, 129.0 FT
 AB4031'(39.3 M) SOUTHWEST OF A PARALLEL TAXIWAY AND 0.4 FT (12.2 CM) SOUTH OF
 AB4031'THE SOUTH CORNER OF A METAL GRATE.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1376 ***********************************************************************
 AB1376  DESIGNATION -  SAT TRI STA 112 1970
 AB1376  PID         -  AB1376
 AB1376  STATE/COUNTY-  TX/CAMERON
 AB1376  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1376
 AB1376                         *CURRENT SURVEY CONTROL
 AB1376  ___________________________________________________________________
 AB1376* NAD 83(1993)-  25 54 58.84934(N)    097 25 22.15691(W)     ADJUSTED  
 AB1376* NAVD 88     -         6.43   (+/-2cm)      21.1    (feet)  VERTCON   
 AB1376  ___________________________________________________________________
 AB1376  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 AB1376  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 AB1376
 AB1376  HORZ ORDER  -  SECOND
 AB1376  VERT ORDER  -  THIRD ? (See Below)
 AB1376
 AB1376.This mark is at Brownsville/south Padre Is Intl (BRO) Airport (BRO)
 AB1376
 AB1376.The horizontal coordinates were established by classical geodetic methods
 AB1376.and adjusted by the National Geodetic Survey in February 1996..
 AB1376
 AB1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1376.The vertical order pertains to the NGVD 29 superseded value.
 AB1376
 AB1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1376
 AB1376.The geoid height was determined by GEOID03.
 AB1376
 AB1376;                    North         East     Units Scale Factor Converg.
 AB1376;SPC TX S     - 5,028,124.621   407,927.439   MT  1.00007247   +0 29 20.6
 AB1376;SPC TX S     -16,496,438.86  1,338,341.94   sFT  1.00007247   +0 29 20.6
 AB1376;UTM  14      - 2,867,370.241   657,964.396   MT  0.99990811   +0 41 22.1
 AB1376
 AB1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1376!SPC TX S     -   1.00000239  x   1.00007247  =   1.00007486
 AB1376!UTM  14      -   1.00000239  x   0.99990811  =   0.99991050
 AB1376
 AB1376|---------------------------------------------------------------------|
 AB1376| PID    Reference Object                     Distance      Geod. Az  |
 AB1376|                                                           dddmmss.s |
 AB1376| AB1375 SAT TRI STA 112 RM 2                 19.771 METERS 18112     |
 AB1376| AB0033 INTERNATIONAL                       APPROX. 1.2 KM 2345006.2 |
 AB1376|---------------------------------------------------------------------|
 AB1376
 AB1376                          SUPERSEDED SURVEY CONTROL
 AB1376
 AB1376  NAD 83(1986)-  25 54 58.85895(N)    097 25 22.10903(W) AD(       ) 2
 AB1376  NGVD 29 (07/19/86)    6.52   (m)           21.4    (f) LEVELING    3  
 AB1376
 AB1376.Superseded values are not recommended for survey control.
 AB1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1376.See file dsdata.txt to determine how the superseded data were derived.
 AB1376
 AB1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5796467370(NAD 83)
 AB1376_MARKER: DS = TRIANGULATION STATION DISK
 AB1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1376+STABILITY: SURFACE MOTION
 AB1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1376+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AB1376
 AB1376  HISTORY     - Date     Condition        Report By
 AB1376  HISTORY     - 1970     MONUMENTED       NGS
 AB1376  HISTORY     - 1975     GOOD             NGS
 AB1376  HISTORY     - 1986     GOOD
 AB1376  HISTORY     - 19910406 MARK NOT FOUND   USPSQD
 AB1376
 AB1376                          STATION DESCRIPTION
 AB1376
 AB1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (DJB)
 AB1376'THE STATION IS LOCATED ON THE BROWNSVILLE AIRPORT PROPERTY, HALF WAY
 AB1376'BETWEEN THE END OF THE RUNWAYS TO THE NORTH AND THE BOCA CHICA
 AB1376'ROAD.
 AB1376'
 AB1376'TO REACH THE STATION FROM THE AIRPORT (A NEW AIRPORT IS PLANNED
 AB1376'FOR THE NEAR FUTURE AT THE TIME OF WRITING) TAKE THE BROWNSVILLE
 AB1376'ROAD TRAVELING WEST FOR 0.4 MILES.  TURN NORTH (RIGHT) ALONG A DIRT
 AB1376'TRACK FOR 0.5 MILES TO THE BOCA CHICA ROAD.  TURN EAST (RIGHT)
 AB1376'ALONG THE BOCA CHICA ROAD FOR 1 MILE UNTIL YOU COME TO A GATE IN
 AB1376'THE AIRPORT BOUNDARY FENCE, (KEY HELD BY WEATHER BUREAU) ON
 AB1376'YOUR RIGHT.  THE STATION IS 145 FEET SOUTH OF THE GATE.
 AB1376'
 AB1376'THE STATION WAS OCCUPIED DURING THE PERIOD JUNE-OCTOBER 1970 BY THE
 AB1376'SATELLITE TRIANGULATION UNIT 04.
 AB1376'
 AB1376'THE STATION IS A STANDARD TRIANGULATION STATION DISK SET IN THE TOP
 AB1376'OF AN 18 INCH CIRCULAR CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 AB1376'FOUR ANCHOR BOLTS ARE EMBEDDED IN THE MONUMENT SEVEN INCHES FROM
 AB1376'THE DISK FOR THE PURPOSE OF SECURING THE BC4 CAMERA PEDESTAL.  THE
 AB1376'STATION IS 145 FEET SOUTH OF THE GATE AND 112 SOUTHEAST OF A
 AB1376'WEATHER BUREAU WIND ANEMOMETER.  THE DISK IS STAMPED SATELLITE
 AB1376'TRIANGULATION STATION 112.
 AB1376'
 AB1376'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF AN 18 INCH
 AB1376'CIRCULAR CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.  IT IS
 AB1376'146 FEET EAST OF THE GATE AND 1 FOOT SOUTH OF THE FENCE.  THE DISK
 AB1376'IS STAMPED SATTELITE TRIANGULATION STATION 112 RM 1.  + OR - 11.
 AB1376'
 AB1376'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF AN 18 INCH
 AB1376'CIRCULAR CONCRETE MONUMENT WHICH IS 2 INCHES ABOVE THE SURFACE.  IT
 AB1376'IS ALSO SURROUNDED BY A BED OF CONCRETE OF APPROX RADIUS 5 FEET AS
 AB1376'THE POINT WAS USED AS A HIGH ORDER ASTRO POINT.  IT IS 210 FEET
 AB1376'SOUTH OF THE GATE.  THE DISK IS STAMPED SATELLITE TRIANGULATION
 AB1376'STATION 112 RM 2.
 AB1376'
 AB1376'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF AN 18 INCH
 AB1376'CIRCULAR CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.  IT IS
 AB1376'75 FEET SOUTH OF THE WEATHER BUREAU ANEMOMETER AND 121 FEET
 AB1376'SOUTHWEST OF THE TELEGRAPH POLE TO THE EAST OF THE GATE.  THE DISK
 AB1376'IS STAMPED SATELLITE TRIANGULATION STATION 112 RM 3.
 AB1376'
 AB1376'THE AZIMUTH MARK IS SITUATED AT THE TRIANGULATION STATION AT
 AB1376'BROWNSVILLE INTERNATIONAL AIRPORT KNOWN AS INTERNATIONAL WHICH IS A
 AB1376'SECOND ORDER TRIANGULATION STATION.  FOR DETAILS OF THE DESCRIPTION
 AB1376'OF THIS POINT REFER TO THE HORIZONTAL CONTROL DATA UNDER THE NAME
 AB1376'INTERNATIONAL.
 AB1376'
 AB1376'NOTE--THE WEATHER BUREAU WIND ANEMOMETERS STAND 1 AND 2 REFERED TO
 AB1376'IN THIS DESCRIPTION AND THE FIELD BOOKS MAY BE WRONGLY DESCRIBED.
 AB1376'THEY ARE SQUARE METAL OBJECTS 5 FEET HIGH X 2 FEET X 2 FEET.
 AB1376'
 AB1376'NEAREST TOWN--BROWNSVILLE.
 AB1376
 AB1376                          STATION RECOVERY (1975)
 AB1376
 AB1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (SAF)
 AB1376'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 AB1376'CONDITION AS DESCRIBED.  THE STATION WAS OCCUPIED AS THE ANTENNA
 AB1376'SITE FOR GEOCEIVER STATION 51034.
 AB1376'
 AB1376'RM 1 WAS RECOVERED, BUT HAS BEEN DISTURBED.
 AB1376'
 AB1376'CORRECTION TO DESCRIPTION--THE DISK IS STAMPED SAT. TRI. 112.
 AB1376'
 AB1376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 AB1376'BROWNSVILLE.
 AB1376
 AB1376                          STATION RECOVERY (1986)
 AB1376
 AB1376'RECOVERED 1986
 AB1376'RECOVERED IN GOOD CONDITION.
 AB1376
 AB1376                          STATION RECOVERY (1991)
 AB1376
 AB1376'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1375 ***********************************************************************
 AB1375  DESIGNATION -  SAT TRI STA 112 RM 2
 AB1375  PID         -  AB1375
 AB1375  STATE/COUNTY-  TX/CAMERON
 AB1375  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1375
 AB1375                         *CURRENT SURVEY CONTROL
 AB1375  ___________________________________________________________________
 AB1375* NAD 83(1993)-  25 54 58.20703(N)    097 25 22.17183(W)     ADJUSTED  
 AB1375* NAVD 88     -         6.05   (+/-2cm)      19.8    (feet)  VERTCON   
 AB1375  ___________________________________________________________________
 AB1375  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 AB1375  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 AB1375
 AB1375  HORZ ORDER  -  SECOND
 AB1375  VERT ORDER  -  THIRD ? (See Below)
 AB1375
 AB1375.This mark is at Brownsville/south Padre Is Intl (BRO) Airport (BRO)
 AB1375
 AB1375.The horizontal coordinates were established by classical geodetic methods
 AB1375.and adjusted by the National Geodetic Survey in February 1996..
 AB1375
 AB1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1375.The vertical order pertains to the NGVD 29 superseded value.
 AB1375
 AB1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1375
 AB1375.The geoid height was determined by GEOID03.
 AB1375
 AB1375;                    North         East     Units Scale Factor Converg.
 AB1375;SPC TX S     - 5,028,104.851   407,927.193   MT  1.00007253   +0 29 20.6
 AB1375;SPC TX S     -16,496,374.00  1,338,341.13   sFT  1.00007253   +0 29 20.6
 AB1375;UTM  14      - 2,867,350.473   657,964.219   MT  0.99990811   +0 41 22.0
 AB1375
 AB1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1375!SPC TX S     -   1.00000245  x   1.00007253  =   1.00007498
 AB1375!UTM  14      -   1.00000245  x   0.99990811  =   0.99991056
 AB1375
 AB1375|---------------------------------------------------------------------|
 AB1375| PID    Reference Object                     Distance      Geod. Az  |
 AB1375|                                                           dddmmss.s |
 AB1375| AB1376 SAT TRI STA 112 1970                 19.771 METERS 00112     |
 AB1375| AB0033 INTERNATIONAL                       APPROX. 1.1 KM 2353743.9 |
 AB1375|---------------------------------------------------------------------|
 AB1375
 AB1375                          SUPERSEDED SURVEY CONTROL
 AB1375
 AB1375  NAD 83(1986)-  25 54 58.21679(N)    097 25 22.12394(W) AD(       ) 2
 AB1375  NGVD 29 (07/19/86)    6.14   (m)           20.1    (f) LEVELING    3  
 AB1375
 AB1375.Superseded values are not recommended for survey control.
 AB1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1375.See file dsdata.txt to determine how the superseded data were derived.
 AB1375
 AB1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5796467350(NAD 83)
 AB1375_MARKER: DR = REFERENCE MARK DISK
 AB1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1375+STABILITY: SURFACE MOTION
 AB1375
 AB1375  HISTORY     - Date     Condition        Report By
 AB1375  HISTORY     - 1970     MONUMENTED       NGS
 AB1375  HISTORY     - 19910406 MARK NOT FOUND   USPSQD
 AB1375
 AB1375                          STATION DESCRIPTION
 AB1375
 AB1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (DJB)
 AB1375'THE STATION IS LOCATED ON THE BROWNSVILLE AIRPORT PROPERTY, HALF WAY
 AB1375'BETWEEN THE END OF THE RUNWAYS TO THE NORTH AND THE BOCA CHICA
 AB1375'ROAD.
 AB1375'
 AB1375'TO REACH THE STATION FROM THE AIRPORT (A NEW AIRPORT IS PLANNED FOR
 AB1375'THE NEAR FUTURE AT THE TIME OF WRITING) TAKE THE BROWNSVILLE ROAD
 AB1375'TRAVELING WEST FOR 0.4 MILES.  TURN NORTH (RIGHT) ALONG A DIRT
 AB1375'TRACK FOR 0.5 MILES TO THE BOCA CHICA ROAD.  TURN EAST (RIGHT)
 AB1375'ALONG THE BOCA CHICA ROAD FOR 1 MILE UNTIL YOU COME TO A GATE IN
 AB1375'THE AIRPORT BOUNDARY FENCE, (KEY HELD BY WEATHER BUREAU) ON
 AB1375'YOUR RIGHT.  THE STATION IS 145 FEET SOUTH OF THE GATE.
 AB1375'
 AB1375'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF AN 18 INCH
 AB1375'CIRCULAR CONCRETE MONUMENT WHICH IS 2 INCHES ABOVE THE SURFACE.  IT
 AB1375'IS ALSO SURROUNDED BY A BED OF CONCRETE OF APPROX RADIUS 5 FEET AS
 AB1375'THE POINT WAS USED AS A HIGH ORDER ASTRO POINT.  IT IS 210 FEET
 AB1375'SOUTH OF THE GATE.  THE DISK IS STAMPED SATELLITE TRIANGULATION
 AB1375'STATION 112 RM 2.
 AB1375'
 AB1375'NEAREST TOWN--BROWNSVILLE.
 AB1375
 AB1375                          STATION RECOVERY (1991)
 AB1375
 AB1375'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6891 ***********************************************************************
 AW6891  DESIGNATION -  SATSUMA HUMBLE PIPELINE TANK
 AW6891  PID         -  AW6891
 AW6891  STATE/COUNTY-  TX/HARRIS
 AW6891  USGS QUAD   -  SATSUMA (1982)
 AW6891
 AW6891                         *CURRENT SURVEY CONTROL
 AW6891  ___________________________________________________________________
 AW6891* NAD 83(1993)-  29 54 29.22896(N)    095 36 27.97028(W)     ADJUSTED  
 AW6891* NAVD 88     -                                                        
 AW6891  ___________________________________________________________________
 AW6891  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6891  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW6891
 AW6891  HORZ ORDER  -  THIRD
 AW6891
 AW6891.The horizontal coordinates were established by classical geodetic methods
 AW6891.and adjusted by the National Geodetic Survey in February 1996..
 AW6891
 AW6891
 AW6891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6891
 AW6891.The geoid height was determined by GEOID03.
 AW6891
 AW6891;                    North         East     Units Scale Factor Converg.
 AW6891;SPC TXSC     - 4,234,695.114   927,530.402   MT  0.99991314   +1 39 42.8
 AW6891;SPC TXSC     -13,893,328.89  3,043,072.66   sFT  0.99991314   +1 39 42.8
 AW6891;UTM  15      - 3,311,462.557   248,211.269   MT  1.00038227   -1 18 03.4
 AW6891
 AW6891                          SUPERSEDED SURVEY CONTROL
 AW6891
 AW6891  NAD 83(1986)-  29 54 29.24421(N)    095 36 27.95188(W) AD(       ) 4
 AW6891  NAD 27      -  29 54 28.43593(N)    095 36 27.15645(W) AD(       ) 3
 AW6891
 AW6891.Superseded values are not recommended for survey control.
 AW6891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6891.See file dsdata.txt to determine how the superseded data were derived.
 AW6891
 AW6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4821111463(NAD 83)
 AW6891_MARKER: 53 = ELEVATED TANK
 AW6891
 AW6891  HISTORY     - Date     Condition        Report By
 AW6891  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6891  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 AW6891
 AW6891                          STATION DESCRIPTION
 AW6891
 AW6891'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6891'THE STATION IS LOCATED ABOUT 0.8 MILE SOUTH OF JACKRABBIT
 AW6891'ROAD AND 0.1 MILE EAST OF U.S. HIGHWAY 290.  IT IS A FOUR
 AW6891'LEGGED STEEL STRUCTURE SUPPORTING A TANK AND HAS AN OVERALL
 AW6891'HEIGHT OF 75 FEET.
 AW6891'
 AW6891'THE POINT OBSERVED WAS A BALL ON THE APEX OF THE TOP OF TANK.
 AW6891'
 AW6891'TO REACH THE STATION FROM THE POST OFFICE IN FAIRBANKS, GO
 AW6891'NORTHWEST ON U.S. HIGHWAY 290 FOR 6.9 MILES TO STATION ON
 AW6891'RIGHT AS DESCRIBED.
 AW6891
 AW6891                          STATION RECOVERY (2004)
 AW6891
 AW6891'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6893 ***********************************************************************
 AW6893  DESIGNATION -  SATSUMA HUMBLE PIPELINE MAST
 AW6893  PID         -  AW6893
 AW6893  STATE/COUNTY-  TX/HARRIS
 AW6893  USGS QUAD   -  SATSUMA (1982)
 AW6893
 AW6893                         *CURRENT SURVEY CONTROL
 AW6893  ___________________________________________________________________
 AW6893* NAD 83(1993)-  29 54 44.02780(N)    095 37 03.18933(W)     ADJUSTED  
 AW6893* NAVD 88     -                                                        
 AW6893  ___________________________________________________________________
 AW6893  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW6893  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW6893
 AW6893  HORZ ORDER  -  THIRD
 AW6893
 AW6893.The horizontal coordinates were established by classical geodetic methods
 AW6893.and adjusted by the National Geodetic Survey in February 1996..
 AW6893
 AW6893
 AW6893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6893
 AW6893.The geoid height was determined by GEOID03.
 AW6893
 AW6893;                    North         East     Units Scale Factor Converg.
 AW6893;SPC TXSC     - 4,235,123.210   926,572.904   MT  0.99991385   +1 39 25.6
 AW6893;SPC TXSC     -13,894,733.40  3,039,931.27   sFT  0.99991385   +1 39 25.6
 AW6893;UTM  15      - 3,311,939.799   247,276.739   MT  1.00038808   -1 18 21.6
 AW6893
 AW6893                          SUPERSEDED SURVEY CONTROL
 AW6893
 AW6893  NAD 83(1986)-  29 54 44.04286(N)    095 37 03.17111(W) AD(       ) 4
 AW6893  NAD 27      -  29 54 43.23401(N)    095 37 02.37109(W) AD(       ) 3
 AW6893
 AW6893.Superseded values are not recommended for survey control.
 AW6893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6893.See file dsdata.txt to determine how the superseded data were derived.
 AW6893
 AW6893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4727711940(NAD 83)
 AW6893_MARKER: 42 = RADIO/TV MAST
 AW6893
 AW6893  HISTORY     - Date     Condition        Report By
 AW6893  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6893  HISTORY     - 1968     GOOD             CGS
 AW6893  HISTORY     - 19931123 MARK NOT FOUND   USPSQD
 AW6893
 AW6893                          STATION DESCRIPTION
 AW6893
 AW6893'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6893'THE STATION IS LOCATED ABOUT 0.2 MILE SOUTH OF JACKRABBIT
 AW6893'ROAD AND ABOUT 0.05 MILE WEST OF U.S. HIGHWAY 290 AT THE HUMBLE
 AW6893'PIPE LINE CO. PUMPING STATION.  IT IS A TRIANGULAR SHAPED
 AW6893'STEEL MAST WITH AN OVERALL HEIGHT OF 130 FEET.
 AW6893'
 AW6893'THE POINT OBSERVED WAS THE TOP OF MAST.
 AW6893'
 AW6893'TO REACH THE STATION FROM THE POST OFFICE IN FAIRBANKS, GO
 AW6893'NORTHWEST ON U.S. HIGHWAY 290 FOR 7.1 MILES TO STATION ON
 AW6893'LEFT AS DESCRIBED.
 AW6893
 AW6893                          STATION RECOVERY (1968)
 AW6893
 AW6893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6893'THE MAST HAS BEEN DISMANTLED AND MICROWAVE TOWER HAS BEEN
 AW6893'BUILT NEAR THE SAME LOCATION.
 AW6893
 AW6893                          STATION RECOVERY (1993)
 AW6893
 AW6893'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6902 ***********************************************************************
 AW6902  DESIGNATION -  SATSUMA MICROWAVE TOWER
 AW6902  PID         -  AW6902
 AW6902  STATE/COUNTY-  TX/HARRIS
 AW6902  USGS QUAD   -  SATSUMA (1982)
 AW6902
 AW6902                         *CURRENT SURVEY CONTROL
 AW6902  ___________________________________________________________________
 AW6902* NAD 83(1993)-  29 54 44.02867(N)    095 37 03.16875(W)     ADJUSTED  
 AW6902* NAVD 88     -                                                        
 AW6902  ___________________________________________________________________
 AW6902  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW6902  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW6902
 AW6902  HORZ ORDER  -  THIRD
 AW6902
 AW6902.The horizontal coordinates were established by classical geodetic methods
 AW6902.and adjusted by the National Geodetic Survey in February 1996..
 AW6902
 AW6902
 AW6902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6902
 AW6902.The geoid height was determined by GEOID03.
 AW6902
 AW6902;                    North         East     Units Scale Factor Converg.
 AW6902;SPC TXSC     - 4,235,123.252   926,573.455   MT  0.99991385   +1 39 25.6
 AW6902;SPC TXSC     -13,894,733.54  3,039,933.08   sFT  0.99991385   +1 39 25.6
 AW6902;UTM  15      - 3,311,939.813   247,277.292   MT  1.00038808   -1 18 21.6
 AW6902
 AW6902                          SUPERSEDED SURVEY CONTROL
 AW6902
 AW6902  NAD 83(1986)-  29 54 44.04349(N)    095 37 03.15025(W) AD(       ) 4
 AW6902  NAD 27      -  29 54 43.23649(N)    095 37 02.35252(W) AD(       ) 3
 AW6902
 AW6902.Superseded values are not recommended for survey control.
 AW6902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6902.See file dsdata.txt to determine how the superseded data were derived.
 AW6902
 AW6902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4727711940(NAD 83)
 AW6902_MARKER: 45 = MICROWAVE TOWER
 AW6902
 AW6902  HISTORY     - Date     Condition        Report By
 AW6902  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6902  HISTORY     - 1987     GOOD             USPSQD
 AW6902  HISTORY     - 20040715 GOOD             USPSQD
 AW6902
 AW6902                          STATION DESCRIPTION
 AW6902
 AW6902'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6902'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF FAIRBANKS, 0.2
 AW6902'MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 290 AND FARM ROAD
 AW6902'1960.  THE TOWER IS OWNED BY THE SOUTHERN PACIFIC RAILROAD AND ON
 AW6902'PROPERTY OF THE HUMBLE PIPE LINE COMPANY.
 AW6902'
 AW6902'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6902'CABLES AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE
 AW6902'TOWER HAS AN OVER-ALL HEIGHT OF 225 FEET.
 AW6902'
 AW6902'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE TOWER.
 AW6902
 AW6902                          STATION RECOVERY (1987)
 AW6902
 AW6902'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6902'RECOVERED IN GOOD CONDITION.
 AW6902
 AW6902                          STATION RECOVERY (2004)
 AW6902
 AW6902'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1024 ***********************************************************************
 AW1024  DESIGNATION -  SATURN
 AW1024  PID         -  AW1024
 AW1024  STATE/COUNTY-  TX/HARRIS
 AW1024  USGS QUAD   -  LEAGUE CITY (1995)
 AW1024
 AW1024                         *CURRENT SURVEY CONTROL
 AW1024  ___________________________________________________________________
 AW1024* NAD 83(1993)-  29 33 43.65620(N)    095 05 15.88438(W)     ADJUSTED  
 AW1024* NAVD 88     -         4.847  (meters)      15.90   (feet)  ADJUSTED  
 AW1024  ___________________________________________________________________
 AW1024  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW1024  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1024  DYNAMIC HT  -           4.840 (meters)      15.88  (feet)  COMP
 AW1024  MODELED GRAV-     979,273.6   (mgal)                       NAVD 88
 AW1024
 AW1024  HORZ ORDER  -  SECOND
 AW1024  VERT ORDER  -  FIRST     CLASS II
 AW1024
 AW1024.The horizontal coordinates were established by classical geodetic methods
 AW1024.and adjusted by the National Geodetic Survey in February 1996..
 AW1024
 AW1024.The orthometric height was determined by differential leveling
 AW1024.and adjusted by the National Geodetic Survey in June 1991..
 AW1024
 AW1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1024
 AW1024.The geoid height was determined by GEOID03.
 AW1024
 AW1024.The dynamic height is computed by dividing the NAVD 88
 AW1024.geopotential number by the normal gravity value computed on the
 AW1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1024.degrees latitude (g = 980.6199 gals.).
 AW1024
 AW1024.The modeled gravity was interpolated from observed gravity values.
 AW1024
 AW1024;                    North         East     Units Scale Factor Converg.
 AW1024;SPC TXSC     - 4,197,936.217   979,005.430   MT  0.99987108   +1 54 60.0
 AW1024;SPC TXSC     -13,772,729.07  3,211,953.65   sFT  0.99987108   +1 54 60.0
 AW1024;UTM  15      - 3,272,085.609   297,740.528   MT  1.00010479   -1 01 49.4
 AW1024
 AW1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1024!SPC TXSC     -   1.00000348  x   0.99987108  =   0.99987456
 AW1024!UTM  15      -   1.00000348  x   1.00010479  =   1.00010828
 AW1024
 AW1024|---------------------------------------------------------------------|
 AW1024| PID    Reference Object                     Distance      Geod. Az  |
 AW1024|                                                           dddmmss.s |
 AW1024| CV6761 SATURN RM 1                          22.110 METERS 11704     |
 AW1024| CV6762 SATURN RM 2                          12.968 METERS 19502     |
 AW1024| AW1021 D 1214                              141.647 METERS 26043     |
 AW1024| AW1022 JUPITER                             173.380 METERS 33218     |
 AW1024|---------------------------------------------------------------------|
 AW1024
 AW1024                          SUPERSEDED SURVEY CONTROL
 AW1024
 AW1024  NAD 83(1986)-  29 33 43.67242(N)    095 05 15.86543(W) AD(       ) 2
 AW1024  NAD 27      -  29 33 42.83366(N)    095 05 15.11384(W) AD(       ) 2
 AW1024  NGVD 29 (12/23/87)    4.843  (m)           15.89   (f) ADJUSTED    1 2
 AW1024
 AW1024.Superseded values are not recommended for survey control.
 AW1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1024.See file dsdata.txt to determine how the superseded data were derived.
 AW1024
 AW1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9774172086(NAD 83)
 AW1024_MARKER: Z = SEE DESCRIPTION
 AW1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1024_SP_SET: CONCRETE POST
 AW1024_MARK LOGO: NONE  
 AW1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1024+STABILITY: SURFACE MOTION
 AW1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1024+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AW1024
 AW1024  HISTORY     - Date     Condition        Report By
 AW1024  HISTORY     - UNK      MONUMENTED       CGS
 AW1024  HISTORY     - 1968     GOOD             CGS
 AW1024  HISTORY     - 1973     GOOD             NGS
 AW1024  HISTORY     - 1978     GOOD             NGS
 AW1024  HISTORY     - 1987     GOOD             USPSQD
 AW1024  HISTORY     - 1987     GOOD             USPSQD
 AW1024  HISTORY     - 1987     GOOD             USPSQD
 AW1024  HISTORY     - 1987     GOOD             NGS
 AW1024  HISTORY     - 1988     GOOD             USPSQD
 AW1024  HISTORY     - 1988     GOOD             USPSQD
 AW1024  HISTORY     - 1988     GOOD             USPSQD
 AW1024  HISTORY     - 1989     GOOD             USPSQD
 AW1024  HISTORY     - 1989     GOOD             USPSQD
 AW1024  HISTORY     - 19910216 GOOD             USPSQD
 AW1024  HISTORY     - 19981017 GOOD             USPSQD
 AW1024  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW1024  HISTORY     - 20050622 GOOD             NASA
 AW1024
 AW1024                          STATION DESCRIPTION
 AW1024
 AW1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW1024'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AW1024'CONDITION AS DESCRIBED BY J.B.J. IN 1967.
 AW1024'
 AW1024'A DISCREPANCY WAS FOUND IN THE HORIZONTAL DISTANCE TO BOTH REFERENCE
 AW1024'MARKS.
 AW1024'
 AW1024'THE DISTANCE TO REFERENCE MARK 1 CHECKED WITH THE ORIGINAL WHEN
 AW1024'MEASURED MARK TO MARK BUT A DIFFERENT MEASUREMENT WAS OBTAINED
 AW1024'WHEN MEASURED HORIZONTALLY.  THE NEW MEASUREMENTS ARE 72.47 FEET OR
 AW1024'22.090 METERS.
 AW1024'
 AW1024'THE NEW DISTANCE TO REFERENCE MARK 2 IS 42.53 FEET OR 12.964 METERS.
 AW1024'
 AW1024'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 76.01 FEET OR
 AW1024'23.169 METERS.
 AW1024'
 AW1024'A GEODIMETER TRAVERSE WAS MADE TO TRIANGULATION STATION NASA.  THE
 AW1024'DISTANCE BEING.  186.938 METERS, OR (613.31 FEET).
 AW1024
 AW1024                          STATION RECOVERY (1973)
 AW1024
 AW1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1024'IN JMC.
 AW1024'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, 0.1 MILE SOUTHEAST ACROSS
 AW1024'A LAWN AND DRIVE FROM THE INTERSECTION OF SECOND STREET AND AVENUE B,
 AW1024'AT THE NORTHEAST CORNER OF PARKING LOT J-3, 83.1 FEET NORTHWEST OF THE
 AW1024'NORTHWEST CORNER OF BUILDING 36, 55.8 FEET WEST OF A TELEPHONE POLE,
 AW1024'54.5 FEET SOUTHWEST OF THE CENTER OF A SMALL DITCH, 10.2 FEET EAST OF
 AW1024'A NORTH-SOUTH CONCRETE CURB, A BRASS ROD IN THE TOP OF A CONCRETE POST
 AW1024'AT THE CENTER OF FOUR METAL PIPES THAT ARE CONNECTED BY CHAIN, AND
 AW1024'ABOUT LEVEL WITH THE GROUND.
 AW1024
 AW1024                          STATION RECOVERY (1978)
 AW1024
 AW1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (1987)
 AW1024
 AW1024'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (1987)
 AW1024
 AW1024'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (1987)
 AW1024
 AW1024'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (1987)
 AW1024
 AW1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (1988)
 AW1024
 AW1024'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (1988)
 AW1024
 AW1024'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (1988)
 AW1024
 AW1024'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (1989)
 AW1024
 AW1024'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (1989)
 AW1024
 AW1024'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (1991)
 AW1024
 AW1024'RECOVERY NOTE BY US POWER SQUADRON 1991 (ER)
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (1998)
 AW1024
 AW1024'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1024'RECOVERED IN GOOD CONDITION.
 AW1024
 AW1024                          STATION RECOVERY (2001)
 AW1024
 AW1024'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJH)
 AW1024'MARK NOT FOUND.
 AW1024
 AW1024                          STATION RECOVERY (2005)
 AW1024
 AW1024'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0380 ***********************************************************************
 BQ0380  DESIGNATION -  SAUCITA
 BQ0380  PID         -  BQ0380
 BQ0380  STATE/COUNTY-  TX/PRESIDIO
 BQ0380  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0380
 BQ0380                         *CURRENT SURVEY CONTROL
 BQ0380  ___________________________________________________________________
 BQ0380* NAD 83(1993)-  30 09 03.95583(N)    104 06 21.87907(W)     ADJUSTED  
 BQ0380* NAVD 88     -      1387.895  (meters)    4553.45   (feet)  ADJUSTED  
 BQ0380  ___________________________________________________________________
 BQ0380  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BQ0380  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BQ0380  DYNAMIC HT  -        1385.576 (meters)    4545.84  (feet)  COMP
 BQ0380  MODELED GRAV-     978,923.0   (mgal)                       NAVD 88
 BQ0380
 BQ0380  HORZ ORDER  -  SECOND
 BQ0380  VERT ORDER  -  FIRST     CLASS II
 BQ0380
 BQ0380.The horizontal coordinates were established by classical geodetic methods
 BQ0380.and adjusted by the National Geodetic Survey in February 1996..
 BQ0380
 BQ0380.The orthometric height was determined by differential leveling
 BQ0380.and adjusted by the National Geodetic Survey in June 1991..
 BQ0380
 BQ0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0380
 BQ0380.The geoid height was determined by GEOID03.
 BQ0380
 BQ0380.The dynamic height is computed by dividing the NAVD 88
 BQ0380.geopotential number by the normal gravity value computed on the
 BQ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0380.degrees latitude (g = 980.6199 gals.).
 BQ0380
 BQ0380.The modeled gravity was interpolated from observed gravity values.
 BQ0380
 BQ0380;                    North         East     Units Scale Factor Converg.
 BQ0380;SPC TXSC     - 4,267,614.485   108,255.369   MT  0.99996448   -2 30 05.5
 BQ0380;SPC TXSC     -14,001,331.86    355,167.82   sFT  0.99996448   -2 30 05.5
 BQ0380;UTM  13      - 3,335,865.853   586,087.587   MT  0.99969143   +0 26 56.5
 BQ0380
 BQ0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0380!SPC TXSC     -   0.99978550  x   0.99996448  =   0.99974998
 BQ0380!UTM  13      -   0.99978550  x   0.99969143  =   0.99947699
 BQ0380
 BQ0380:                Primary Azimuth Mark                     Grid Az
 BQ0380:SPC TXSC     -  SAUCITA AZ MK                            046 26 10.4
 BQ0380:UTM  13      -  SAUCITA AZ MK                            043 29 08.4
 BQ0380
 BQ0380|---------------------------------------------------------------------|
 BQ0380| PID    Reference Object                     Distance      Geod. Az  |
 BQ0380|                                                           dddmmss.s |
 BQ0380| CI0423 SAUCITA AZ MK                                      0435604.9 |
 BQ0380| BQ0384 SAUCITA 2 RM 4 AZIMUTH                             2261310.5 |
 BQ0380| BQ0383 SAUCITA RM 1                         17.316 METERS 26550     |
 BQ0380| BQ0381 SAUCITA 2                            11.642 METERS 30558     |
 BQ0380| CI0424 SAUCITA RM 2                         14.905 METERS 35124     |
 BQ0380|---------------------------------------------------------------------|
 BQ0380
 BQ0380                          SUPERSEDED SURVEY CONTROL
 BQ0380
 BQ0380  NAD 83(1986)-  30 09 03.95074(N)    104 06 21.87714(W) AD(       ) 2
 BQ0380  NAD 27      -  30 09 03.36300(N)    104 06 20.19200(W) AD(       ) 2
 BQ0380
 BQ0380.Superseded values are not recommended for survey control.
 BQ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0380.See file dsdata.txt to determine how the superseded data were derived.
 BQ0380
 BQ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP8608835866(NAD 83)
 BQ0380_MARKER: DS = TRIANGULATION STATION DISK
 BQ0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0380_SP_SET: CONCRETE POST
 BQ0380_STAMPING: SAUCITA 1942
 BQ0380_MARK LOGO: CGS   
 BQ0380_PROJECTION: PROJECTING 5 CENTIMETERS
 BQ0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0380+STABILITY: SURFACE MOTION
 BQ0380
 BQ0380  HISTORY     - Date     Condition        Report By
 BQ0380  HISTORY     - 1942     MONUMENTED       CGS
 BQ0380  HISTORY     - 1975     GOOD             NGS
 BQ0380  HISTORY     - 1981     GOOD             NGS
 BQ0380  HISTORY     - 1989     GOOD             USPSQD
 BQ0380  HISTORY     - 19901201 GOOD             USPSQD
 BQ0380  HISTORY     - 19961010 GOOD             USPSQD
 BQ0380
 BQ0380                          STATION DESCRIPTION
 BQ0380
 BQ0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0380'STATION IS ABOUT 12-1/2 MILES SW OF MARFA, ABOUT 1/4 MILE
 BQ0380'N OF THE CONCRETE BRIDGE OVER SAUCITA CREEK.  IT IS AT THE
 BQ0380'TOP AND W OF A LOW CUT ON THE MARFA-RUIDOSA HIGHWAY 67.  IT
 BQ0380'IS LOCATED ABOUT HALFWAY BETWEEN THE CENTER OF HIGHWAY AND THE
 BQ0380'RIGHT-OF-WAY FENCE.
 BQ0380'
 BQ0380'SURFACE MARK IS A STANDARD DISK, STAMPED SAUCITA 1942, SET
 BQ0380'IN A CONCRETE BLOCK WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 BQ0380'GROUND.
 BQ0380'
 BQ0380'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 BQ0380'AS DESCRIBED.
 BQ0380'
 BQ0380'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED SAUCITA 1942,
 BQ0380'NO. 1, SET IN A CONCRETE BLOCK WHICH PROJECTS ABOUT 6 INCHES
 BQ0380'ABOVE THE GROUND.
 BQ0380'
 BQ0380'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED SAUCITA 1942,
 BQ0380'NO. 2, SET IN A CONCRETE BLOCK WHICH PROJECTS ABOUT 6 INCHES
 BQ0380'ABOVE THE GROUND.
 BQ0380'
 BQ0380'THE AZIMUTH MARK IS A STANDARD BRONZE DISK, STAMPED SAUCITA
 BQ0380'1942, SET FLUSH IN CULVERT HEADWALL ON W SIDE OF ROAD.
 BQ0380'
 BQ0380'REACHED FROM THE JUNCTION OF HIGHWAYS 90 AND 67 IN MARFA
 BQ0380'BY GOING S ON HIGHWAY 67 TOWARD PRESIDIO FOR 12.5 MILES TO THE
 BQ0380'STATION ON THE RIGHT.  IT IS ON GROUND ABOUT 15 FEET HIGHER
 BQ0380'THAN THE HIGHWAY OPPOSITE IT.
 BQ0380
 BQ0380                          STATION RECOVERY (1975)
 BQ0380
 BQ0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PEC)
 BQ0380'THE STATION MARK AND REFERENCE MARK NO.1. WERE RECOVERED AND FOUND
 BQ0380'IN GOOD CONDITION.  REFERENCE MARK NO.2 AND THE AZIMUTH MARK WERE
 BQ0380'FOUND TO HAVE BEEN DESTROYED.  THE DISTANCE AND DIRECTION TO
 BQ0380'REFERENCE MARK NO.1 CHECKED.
 BQ0380'
 BQ0380'THE STATION MARK WILL BE DESTROYED IN THE FUTURE, BY THE
 BQ0380'RECONSTRUCTION OF U. S. HIGHWAY 67.
 BQ0380'
 BQ0380'SAUCITA 2 WAS ESTABLISHED OUT OF THE CONCTRUCTION AREA AND A TRAVERSE
 BQ0380'TIE WAS MADE FROM SAUCITA 1942.
 BQ0380'
 BQ0380'SEE DESCRIPTION TO SAUCITA 2.
 BQ0380'
 BQ0380'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MARFA NNE-12 MILES.
 BQ0380
 BQ0380                          STATION RECOVERY (1981)
 BQ0380
 BQ0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0380'19.6 KM (12.15 MI) SOUT FROM MARFA.
 BQ0380'19.6 KM (12.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0380'WITH U.S. HIGHWAY 90 IN MARFA, 0.3 KM (0.2 MI) NORTH OF A CONCRETE
 BQ0380'HIGHWAY BRIDGE, IN THE MIDDLE OF A HIGHWAY CUTBANK, 17.1 METERS
 BQ0380'(56.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.8 METERS
 BQ0380'(42.0 FT) SOUTHEAST OF A FENCE, AND 12.2 METERS (40.0 FT) SOUTHEAST
 BQ0380'OF SAUCITA 2.
 BQ0380'THE MARK IS 11.6 METERS  SE FROM A WITNESS POST.
 BQ0380'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
 BQ0380
 BQ0380                          STATION RECOVERY (1989)
 BQ0380
 BQ0380'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0380'RECOVERED IN GOOD CONDITION.
 BQ0380
 BQ0380                          STATION RECOVERY (1990)
 BQ0380
 BQ0380'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGS)
 BQ0380'RECOVERED IN GOOD CONDITION.
 BQ0380
 BQ0380                          STATION RECOVERY (1996)
 BQ0380
 BQ0380'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0381 ***********************************************************************
 BQ0381  DESIGNATION -  SAUCITA 2
 BQ0381  PID         -  BQ0381
 BQ0381  STATE/COUNTY-  TX/PRESIDIO
 BQ0381  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0381
 BQ0381                         *CURRENT SURVEY CONTROL
 BQ0381  ___________________________________________________________________
 BQ0381* NAD 83(1993)-  30 09 04.17783(N)    104 06 22.23120(W)     ADJUSTED  
 BQ0381* NAVD 88     -      1387.871  (meters)    4553.37   (feet)  ADJUSTED  
 BQ0381  ___________________________________________________________________
 BQ0381  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BQ0381  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BQ0381  DYNAMIC HT  -        1385.553 (meters)    4545.77  (feet)  COMP
 BQ0381  MODELED GRAV-     978,922.9   (mgal)                       NAVD 88
 BQ0381
 BQ0381  HORZ ORDER  -  THIRD
 BQ0381  VERT ORDER  -  FIRST     CLASS II
 BQ0381
 BQ0381.The horizontal coordinates were established by classical geodetic methods
 BQ0381.and adjusted by the National Geodetic Survey in February 1996..
 BQ0381.No horizontal observational check was made to the station.
 BQ0381
 BQ0381.The orthometric height was determined by differential leveling
 BQ0381.and adjusted by the National Geodetic Survey in June 1991..
 BQ0381
 BQ0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0381
 BQ0381.The geoid height was determined by GEOID03.
 BQ0381
 BQ0381.The dynamic height is computed by dividing the NAVD 88
 BQ0381.geopotential number by the normal gravity value computed on the
 BQ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0381.degrees latitude (g = 980.6199 gals.).
 BQ0381
 BQ0381.The modeled gravity was interpolated from observed gravity values.
 BQ0381
 BQ0381;                    North         East     Units Scale Factor Converg.
 BQ0381;SPC TXSC     - 4,267,621.726   108,246.253   MT  0.99996449   -2 30 05.7
 BQ0381;SPC TXSC     -14,001,355.61    355,137.92   sFT  0.99996449   -2 30 05.7
 BQ0381;UTM  13      - 3,335,872.613   586,078.113   MT  0.99969141   +0 26 56.3
 BQ0381
 BQ0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0381!SPC TXSC     -   0.99978550  x   0.99996449  =   0.99975000
 BQ0381!UTM  13      -   0.99978550  x   0.99969141  =   0.99947698
 BQ0381
 BQ0381|---------------------------------------------------------------------|
 BQ0381| PID    Reference Object                     Distance      Geod. Az  |
 BQ0381|                                                           dddmmss.s |
 BQ0381| BQ0380 SAUCITA                              11.642 METERS 12558     |
 BQ0381| BQ0384 SAUCITA 2 RM 4 AZIMUTH                             2233610.3 |
 BQ0381| BQ0383 SAUCITA RM 1                                       22407     |
 BQ0381| BQ0382 SAUCITA 2 RM 3                       19.866 METERS 28206     |
 BQ0381|---------------------------------------------------------------------|
 BQ0381
 BQ0381                          SUPERSEDED SURVEY CONTROL
 BQ0381
 BQ0381  NAD 83(1986)-  30 09 04.17275(N)    104 06 22.22928(W) AD(       ) 3
 BQ0381  NAD 27      -  30 09 03.58501(N)    104 06 20.54413(W) AD(       ) 3
 BQ0381
 BQ0381.Superseded values are not recommended for survey control.
 BQ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0381.See file dsdata.txt to determine how the superseded data were derived.
 BQ0381
 BQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP8607835873(NAD 83)
 BQ0381_MARKER: DS = TRIANGULATION STATION DISK
 BQ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0381_SP_SET: CONCRETE POST
 BQ0381_STAMPING: SAUCITA 2 1975
 BQ0381_MARK LOGO: NGS   
 BQ0381_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0381+STABILITY: SURFACE MOTION
 BQ0381
 BQ0381  HISTORY     - Date     Condition        Report By
 BQ0381  HISTORY     - 1975     MONUMENTED       NGS
 BQ0381  HISTORY     - 1981     GOOD             NGS
 BQ0381  HISTORY     - 19901201 GOOD             USPSQD
 BQ0381  HISTORY     - 19961010 GOOD             USPSQD
 BQ0381
 BQ0381                          STATION DESCRIPTION
 BQ0381
 BQ0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BQ0381'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF MARFA,
 BQ0381'ON A LOW RISE, AND ON THE WEST CUT, ON THE RIGHT-OF-WAY OF U.S.
 BQ0381'HWY. 67.
 BQ0381'
 BQ0381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND 90,
 BQ0381'IN MARFA, GO SOUTH-SOUTHWEST ON U.S. HWY. 67 FOR 10 MILES TO THE
 BQ0381'SAUCITA RIVER BRIDGE.  CONTINUE SOUTH-SOUTHWEST ON U.S. HWY. 67
 BQ0381'FOR 2.3 MILES TO A CUT IN LOW RIDGE IN HIGHWAY AND STATION ON THE
 BQ0381'RIGHT.
 BQ0381'
 BQ0381'STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 BQ0381'THAT PROJECTS ABOUT 5-INCHES AND IS STAMPED SAUCITA 2 1975.  IT
 BQ0381'IS 98 FEET WEST-NORTHWEST OF THE PRESENT CENTER-LINE OF HIGHWAY, 44
 BQ0381'FEET NORTH-NORTHEAST OF THE HIGHEST POINT OF KNOLL, WHICH IS ABOUT
 BQ0381'2-FEET LOWER IN ELEVATION THAN THE HIGHEST POINT OF KNOLL, 3 FEET
 BQ0381'EAST-NORTHEAST OF A METAL WITNESS POST, 2 FEET EAST OF THE
 BQ0381'FENCE-LINE AND IS ABOUT 20 FEET HIGHER THAN THE PRESENT
 BQ0381'ROAD-BED.
 BQ0381'
 BQ0381'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A
 BQ0381'SQUARE CONCRETE POST, THAT IS ABOUT 2-INCHES BELOW THE SURFACE OF
 BQ0381'THE GROUND AND IS STAMPED SAUCITA NO 1 1942.  IT IS 100 FEET
 BQ0381'NORTH-NORTHWEST OF THE PRESENT CENTER-LINE OF HIGHWAY, 34 FEET
 BQ0381'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 1.4 FEET
 BQ0381'EAST-SOUTHEAST OF THE FENCE-LINE.
 BQ0381'
 BQ0381'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 BQ0381'BEDROCK AND IS STAMPED SAUCITA 2 NO 3 1975.  IT IS ABOUT 55 FEET
 BQ0381'NORTHWEST OF THE HIGHEST POINT OF KNOLL, 54 FEET WEST OF THE
 BQ0381'FENCE-LINE AND THE BEDROCK PROJECTS ABOUT 6-INCHES.
 BQ0381'
 BQ0381'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 BQ0381'BEDROCK AND IS STAMPED SAUCITA 2 NO 4 AZI 1975.  IT IS 80 FEET
 BQ0381'WEST AND 80 FEET NORTH OF THE NORTHWEST ABUTMENT OF BRIDGE, 104
 BQ0381'FEET WEST OF THE PRESENT CENTER-LINE OF HIGHWAY, 6 FEET WEST OF
 BQ0381'THE FENCE LINE, LOCATED ON THE NORTHEAST SLOPE OF A LOW RIDGE,
 BQ0381'ABOUT 3 FEET LOWER THAN THE HIGHEST POINT OF KNOLL AND IN BEDROCK
 BQ0381'THAT PROJECTS ABOUT 12-INCHES.
 BQ0381'
 BQ0381'TO REACH REFERENCE MARK NO. 4 FROM THE STATION, GO SOUTH-SOUTHWEST
 BQ0381'FOR 0.2 MILE TO BRIDGE AND MARK ON THE RIGHT, WEST OF THE
 BQ0381'FENCE-LINE.
 BQ0381'
 BQ0381'NEAREST TOWN--MARFA.
 BQ0381
 BQ0381                          STATION RECOVERY (1981)
 BQ0381
 BQ0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0381'19.6 KM (12.15 MI) SOUT FROM MARFA.
 BQ0381'19.6 KM (12.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0381'WITH U.S. HIGHWAY 90 IN MARFA, 0.3 KM (0.2 MI) NORTH OF A CONCRETE
 BQ0381'HIGHWAY BRIDGE, IN THE MIDDLE OF A HIGHWAY CUTBANK, 31.1 METERS
 BQ0381'(102.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.8 METERS
 BQ0381'(42.0 FT) NORTHWEST OF SAUCITA, AND 0.6 METERS (2.0 FT) SOUTHEAST
 BQ0381'OF A FENCE.
 BQ0381'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 BQ0381'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
 BQ0381
 BQ0381                          STATION RECOVERY (1990)
 BQ0381
 BQ0381'RECOVERY NOTE BY US POWER SQUADRON 1990 (NGS)
 BQ0381'RECOVERED IN GOOD CONDITION.
 BQ0381
 BQ0381                          STATION RECOVERY (1996)
 BQ0381
 BQ0381'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0382 ***********************************************************************
 BQ0382  DESIGNATION -  SAUCITA 2 RM 3
 BQ0382  PID         -  BQ0382
 BQ0382  STATE/COUNTY-  TX/PRESIDIO
 BQ0382  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0382
 BQ0382                         *CURRENT SURVEY CONTROL
 BQ0382  ___________________________________________________________________
 BQ0382* NAD 83(1986)-  30 09 04.     (N)    104 06 22.     (W)     SCALED    
 BQ0382* NAVD 88     -      1387.522  (meters)    4552.23   (feet)  ADJUSTED  
 BQ0382  ___________________________________________________________________
 BQ0382  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BQ0382  DYNAMIC HT  -        1385.204 (meters)    4544.62  (feet)  COMP
 BQ0382  MODELED GRAV-     978,923.0   (mgal)                       NAVD 88
 BQ0382
 BQ0382  VERT ORDER  -  FIRST     CLASS II
 BQ0382
 BQ0382.The horizontal coordinates were scaled from a topographic map and have
 BQ0382.an estimated accuracy of +/- 6 seconds.
 BQ0382
 BQ0382.The orthometric height was determined by differential leveling
 BQ0382.and adjusted by the National Geodetic Survey in June 1991..
 BQ0382
 BQ0382.The geoid height was determined by GEOID03.
 BQ0382
 BQ0382.The dynamic height is computed by dividing the NAVD 88
 BQ0382.geopotential number by the normal gravity value computed on the
 BQ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0382.degrees latitude (g = 980.6199 gals.).
 BQ0382
 BQ0382.The modeled gravity was interpolated from observed gravity values.
 BQ0382
 BQ0382;                    North         East    Units  Estimated Accuracy
 BQ0382;SPC TXSC     - 4,267,620.      108,250.      MT  (+/- 180 meters Scaled)
 BQ0382
 BQ0382                          SUPERSEDED SURVEY CONTROL
 BQ0382
 BQ0382.No superseded survey control is available for this station.
 BQ0382
 BQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP860358(NAD 83)
 BQ0382_MARKER: DR = REFERENCE MARK DISK
 BQ0382_SETTING: 80 = SET IN A BOULDER
 BQ0382_SP_SET: BOULDER
 BQ0382_STAMPING: SAUCITA 2 NO 3 1975
 BQ0382_MARK LOGO: NGS   
 BQ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0382+STABILITY: SURFACE MOTION
 BQ0382
 BQ0382  HISTORY     - Date     Condition        Report By
 BQ0382  HISTORY     - 1975     MONUMENTED       NGS
 BQ0382  HISTORY     - 1981     GOOD             NGS
 BQ0382  HISTORY     - 1990     GOOD             USPSQD
 BQ0382  HISTORY     - 19961010 GOOD             USPSQD
 BQ0382
 BQ0382                          STATION DESCRIPTION
 BQ0382
 BQ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0382'19.6 KM (12.15 MI) SOUT FROM MARFA.
 BQ0382'19.6 KM (12.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0382'WITH U.S. HIGHWAY 90 IN MARFA, 0.3 KM (0.2 MI) NORTH OF A CONCRETE
 BQ0382'HIGHWAY BRIDGE, IN THE MIDDLE OF A HIGHWAY CUTBANK, IN THE TOP CENTER
 BQ0382'OF A 1X1 FOOT EXPOSED BOULDER THAT PROJECTS 0.2 METER (0.7 FT) ABOVE
 BQ0382'THE GROUND, 50.9 METERS (167.0 FT) NORTHWEST OF THE CENTERLINE OF
 BQ0382'THE HIGHWAY, 19.8 METERS (64.9 FT) WEST OF SAUCITA 2, AND 16.4 METERS
 BQ0382'(53.9 FT) WEST-NORTHWEST OF A FENCE.
 BQ0382'THE MARK IS 19.1 METERS  W FROM A WITNESS POST.
 BQ0382'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
 BQ0382
 BQ0382                          STATION RECOVERY (1990)
 BQ0382
 BQ0382'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0382'RECOVERED IN GOOD CONDITION.
 BQ0382
 BQ0382                          STATION RECOVERY (1996)
 BQ0382
 BQ0382'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0384 ***********************************************************************
 BQ0384  DESIGNATION -  SAUCITA 2 RM 4 AZIMUTH
 BQ0384  PID         -  BQ0384
 BQ0384  STATE/COUNTY-  TX/PRESIDIO
 BQ0384  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0384
 BQ0384                         *CURRENT SURVEY CONTROL
 BQ0384  ___________________________________________________________________
 BQ0384* NAD 83(1986)-  30 08 59.     (N)    104 06 30.     (W)     SCALED    
 BQ0384* NAVD 88     -      1383.098  (meters)    4537.71   (feet)  ADJUSTED  
 BQ0384  ___________________________________________________________________
 BQ0384  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BQ0384  DYNAMIC HT  -        1380.788 (meters)    4530.14  (feet)  COMP
 BQ0384  MODELED GRAV-     978,923.1   (mgal)                       NAVD 88
 BQ0384
 BQ0384  VERT ORDER  -  FIRST     CLASS II
 BQ0384
 BQ0384.The horizontal coordinates were scaled from a topographic map and have
 BQ0384.an estimated accuracy of +/- 6 seconds.
 BQ0384
 BQ0384.The orthometric height was determined by differential leveling
 BQ0384.and adjusted by the National Geodetic Survey in June 1991..
 BQ0384
 BQ0384.The geoid height was determined by GEOID03.
 BQ0384
 BQ0384.The dynamic height is computed by dividing the NAVD 88
 BQ0384.geopotential number by the normal gravity value computed on the
 BQ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0384.degrees latitude (g = 980.6199 gals.).
 BQ0384
 BQ0384.The modeled gravity was interpolated from observed gravity values.
 BQ0384
 BQ0384;                    North         East    Units  Estimated Accuracy
 BQ0384;SPC TXSC     - 4,267,470.      108,030.      MT  (+/- 180 meters Scaled)
 BQ0384
 BQ0384                          SUPERSEDED SURVEY CONTROL
 BQ0384
 BQ0384.No superseded survey control is available for this station.
 BQ0384
 BQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP858357(NAD 83)
 BQ0384_MARKER: DR = REFERENCE MARK DISK
 BQ0384_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0384_SP_SET: ROCK OUTCROP
 BQ0384_STAMPING: SAUCITA 2 AZI NO 4 1975
 BQ0384_MARK LOGO: NGS   
 BQ0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0384+STABILITY: POSITION/ELEVATION WELL
 BQ0384
 BQ0384  HISTORY     - Date     Condition        Report By
 BQ0384  HISTORY     - 1975     MONUMENTED       NGS
 BQ0384  HISTORY     - 1981     GOOD             NGS
 BQ0384  HISTORY     - 1989     GOOD             USPSQD
 BQ0384  HISTORY     - 19961010 GOOD             USPSQD
 BQ0384
 BQ0384                          STATION DESCRIPTION
 BQ0384
 BQ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0384'19.9 KM (12.35 MI) SOUT FROM MARFA.
 BQ0384'19.9 KM (12.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0384'WITH U.S. HIGHWAY 90 IN MARFA, IN TOP OF A 3X3 FOOT EXPOSED AREA OF
 BQ0384'ROCK OUTCROP ON THE TOP OF A ROCK CUT AT THE NORTH END OF A CONCRETE
 BQ0384'HIGHWAY BRIDGE, 29.9 METERS (98.0 FT) NORTHWEST OF THE CENTERLINE OF
 BQ0384'THE HIGHWAY, AND 2.1 METERS (7.0 FT) NORTHWEST OF A FENCE WITH A
 BQ0384'WITNESS SIGN.
 BQ0384'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 BQ0384
 BQ0384                          STATION RECOVERY (1989)
 BQ0384
 BQ0384'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0384'RECOVERED IN GOOD CONDITION.
 BQ0384
 BQ0384                          STATION RECOVERY (1996)
 BQ0384
 BQ0384'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0383 ***********************************************************************
 BQ0383  DESIGNATION -  SAUCITA RM 1
 BQ0383  PID         -  BQ0383
 BQ0383  STATE/COUNTY-  TX/PRESIDIO
 BQ0383  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0383
 BQ0383                         *CURRENT SURVEY CONTROL
 BQ0383  ___________________________________________________________________
 BQ0383* NAD 83(1986)-  30 09 03.     (N)    104 06 22.     (W)     SCALED    
 BQ0383* NAVD 88     -      1388.179  (meters)    4554.38   (feet)  ADJUSTED  
 BQ0383  ___________________________________________________________________
 BQ0383  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BQ0383  DYNAMIC HT  -        1385.860 (meters)    4546.78  (feet)  COMP
 BQ0383  MODELED GRAV-     978,923.1   (mgal)                       NAVD 88
 BQ0383
 BQ0383  VERT ORDER  -  FIRST     CLASS II
 BQ0383
 BQ0383.The horizontal coordinates were scaled from a topographic map and have
 BQ0383.an estimated accuracy of +/- 6 seconds.
 BQ0383
 BQ0383.The orthometric height was determined by differential leveling
 BQ0383.and adjusted by the National Geodetic Survey in June 1991..
 BQ0383
 BQ0383.The geoid height was determined by GEOID03.
 BQ0383
 BQ0383.The dynamic height is computed by dividing the NAVD 88
 BQ0383.geopotential number by the normal gravity value computed on the
 BQ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0383.degrees latitude (g = 980.6199 gals.).
 BQ0383
 BQ0383.The modeled gravity was interpolated from observed gravity values.
 BQ0383
 BQ0383;                    North         East    Units  Estimated Accuracy
 BQ0383;SPC TXSC     - 4,267,590.      108,250.      MT  (+/- 180 meters Scaled)
 BQ0383
 BQ0383                          SUPERSEDED SURVEY CONTROL
 BQ0383
 BQ0383.No superseded survey control is available for this station.
 BQ0383
 BQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP860358(NAD 83)
 BQ0383_MARKER: DR = REFERENCE MARK DISK
 BQ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0383_SP_SET: CONCRETE POST
 BQ0383_STAMPING: SAUCITA NO 1 1942
 BQ0383_MARK LOGO: CGS   
 BQ0383_PROJECTION: FLUSH
 BQ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0383+STABILITY: SURFACE MOTION
 BQ0383
 BQ0383  HISTORY     - Date     Condition        Report By
 BQ0383  HISTORY     - 1942     MONUMENTED       CGS
 BQ0383  HISTORY     - 1981     GOOD             NGS
 BQ0383  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BQ0383  HISTORY     - 19961010 GOOD             USPSQD
 BQ0383
 BQ0383                          STATION DESCRIPTION
 BQ0383
 BQ0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0383'19.6 KM (12.15 MI) SOUT FROM MARFA.
 BQ0383'19.6 KM (12.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0383'WITH U.S. HIGHWAY 90 IN MARFA, 0.3 KM (0.2 MI) NORTH OF A CONCRETE
 BQ0383'HIGHWAY BRIDGE, IN THE MIDDLE OF A HIGHWAY CUTBANK, 31.1 METERS
 BQ0383'(102.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS
 BQ0383'(37.0 FT) SOUTHWEST OF SAUCITA 2, 7.3 METERS (24.0 FT) WEST OF
 BQ0383'SAUCITA, AND 0.5 METER (1.5 FT) SOUTHEAST OF A FENCE.
 BQ0383'THE MARK IS 10.5 METERS  SW FROM A WITNESS POST.
 BQ0383'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
 BQ0383
 BQ0383                          STATION RECOVERY (1989)
 BQ0383
 BQ0383'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0383'MARK NOT FOUND.
 BQ0383
 BQ0383                          STATION RECOVERY (1996)
 BQ0383
 BQ0383'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0970 ***********************************************************************
 CT0970  DESIGNATION -  SAUL
 CT0970  PID         -  CT0970
 CT0970  STATE/COUNTY-  TX/PALO PINTO
 CT0970  USGS QUAD   -  WHITT (1984)
 CT0970
 CT0970                         *CURRENT SURVEY CONTROL
 CT0970  ___________________________________________________________________
 CT0970* NAD 83(1993)-  32 55 28.08052(N)    098 06 51.75804(W)     ADJUSTED  
 CT0970* NAVD 88     -       367.4    (meters)    1205.     (feet)  VERTCON   
 CT0970  ___________________________________________________________________
 CT0970  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CT0970  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CT0970
 CT0970  HORZ ORDER  -  THIRD
 CT0970
 CT0970.The horizontal coordinates were established by classical geodetic methods
 CT0970.and adjusted by the National Geodetic Survey in February 1996..
 CT0970
 CT0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0970
 CT0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0970
 CT0970.The geoid height was determined by GEOID03.
 CT0970
 CT0970;                    North         East     Units Scale Factor Converg.
 CT0970;SPC TXNC     - 2,139,543.230   636,063.776   MT  0.99987507   +0 12 37.1
 CT0970;SPC TXNC     - 7,019,484.75  2,086,819.24   sFT  0.99987507   +0 12 37.1
 CT0970;UTM  14      - 3,643,261.226   582,802.970   MT  0.99968454   +0 28 53.0
 CT0970
 CT0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0970!SPC TXNC     -   0.99994687  x   0.99987507  =   0.99982195
 CT0970!UTM  14      -   0.99994687  x   0.99968454  =   0.99963143
 CT0970
 CT0970:                Primary Azimuth Mark                     Grid Az
 CT0970:SPC TXNC     -  MINERAL WELLS MUN WT SEC                 175 02 50.9
 CT0970:UTM  14      -  MINERAL WELLS MUN WT SEC                 174 46 35.0
 CT0970
 CT0970|---------------------------------------------------------------------|
 CT0970| PID    Reference Object                     Distance      Geod. Az  |
 CT0970|                                                           dddmmss.s |
 CT0970| CT0979 MINERAL WELLS MUN WT SEC            APPROX.12.6 KM 1751528.0 |
 CT0970|---------------------------------------------------------------------|
 CT0970
 CT0970                          SUPERSEDED SURVEY CONTROL
 CT0970
 CT0970  NAD 83(1993)-  32 55 28.08412(N)    098 06 51.74568(W) AD(       ) 3
 CT0970  NAD 83(1986)-  32 55 28.08443(N)    098 06 51.74179(W) AD(       ) 3
 CT0970  NAD 27      -  32 55 27.64411(N)    098 06 50.58085(W) AD(       ) 3
 CT0970  NGVD 29 (07/19/86)  367.3    (m)         1205.     (f) VERT ANG       
 CT0970
 CT0970.Superseded values are not recommended for survey control.
 CT0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0970.See file dsdata.txt to determine how the superseded data were derived.
 CT0970
 CT0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8280343261(NAD 83)
 CT0970_MARKER: DD = SURVEY DISK
 CT0970_SETTING: 66 = SET IN ROCK OUTCROP
 CT0970_SP_SET: SET IN ROCK OUTCROP
 CT0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0970+STABILITY: POSITION/ELEVATION WELL
 CT0970
 CT0970  HISTORY     - Date     Condition        Report By
 CT0970  HISTORY     - 1958     MONUMENTED       USGS
 CT0970  HISTORY     - 20040327 GOOD             USPSQD
 CT0970  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT0970
 CT0970                          STATION DESCRIPTION
 CT0970
 CT0970'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0970'STATION IS LOCATED ABOUT 8.0 MI. (AIRLINE) N. OF MINERAL WELLS, AND
 CT0970'ABOUT 7.8 MI. (AIRLINE) E. OF GRAFORD IN PALO PINTO COUNTY, TEXAS, ON
 CT0970'THE HIGHEST POINT OF A NE-SW. RIDGE AND ABOUT 0.3 MI. N. OF STATE
 CT0970'HIGHWAY 254 AND ABOUT 100 YDS. NE. OF A POWER LINE.
 CT0970'
 CT0970'TO REACH THE STATION FROM MINERAL WELLS, JUNCTION OF U.S. HIGHWAYS
 CT0970'281 AND 180, PROCEED N. 8.3 MI. ON U.S. HIGHWAY 281 TO JUNCTION OF
 CT0970'STATE HIGHWAY 254, TURN LEFT (W.) AND GO 2.45 MI. ALONG STATE HIGHWAY
 CT0970'254 TO HOUSE ON THE RIGHT, MR. SAULS, LEAVE TRUCK AND PACK N. TO BLUFF
 CT0970'TOP AND THE STATION ABOUT 100 YDS. NE. OF A POWER LINE.
 CT0970'
 CT0970'STATION MARK--A STANDARD USGS TABLET CEMENTED IN A LIMESTONE OUTCROP
 CT0970'LEVEL WITH THE SURROUNDING GROUND.
 CT0970
 CT0970                          STATION RECOVERY (2004)
 CT0970
 CT0970'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0970'RECOVERED IN GOOD CONDITION.
 CT0970
 CT0970                          STATION RECOVERY (2005)
 CT0970
 CT0970'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0596 ***********************************************************************
 DP0596  DESIGNATION -  SAUNDERS
 DP0596  PID         -  DP0596
 DP0596  STATE/COUNTY-  TX/CROSBY
 DP0596  USGS QUAD   -  CROSBYTON (1966)
 DP0596
 DP0596                         *CURRENT SURVEY CONTROL
 DP0596  ___________________________________________________________________
 DP0596* NAD 83(1993)-  33 40 54.30507(N)    101 13 13.48865(W)     ADJUSTED  
 DP0596* NAVD 88     -       924.1    (meters)    3032.     (feet)  VERTCON   
 DP0596  ___________________________________________________________________
 DP0596  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DP0596  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DP0596
 DP0596  HORZ ORDER  -  FIRST
 DP0596
 DP0596.The horizontal coordinates were established by classical geodetic methods
 DP0596.and adjusted by the National Geodetic Survey in February 1996..
 DP0596
 DP0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0596
 DP0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0596
 DP0596.The geoid height was determined by GEOID03.
 DP0596
 DP0596;                    North         East     Units Scale Factor Converg.
 DP0596;SPC TXNC     - 2,226,723.858   347,786.911   MT  0.99993296   -1 29 01.3
 DP0596;SPC TXNC     - 7,305,509.86  1,141,030.89   sFT  0.99993296   -1 29 01.3
 DP0596;UTM  14      - 3,729,082.644   294,168.120   MT  1.00012233   -1 13 54.6
 DP0596
 DP0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0596!SPC TXNC     -   0.99985899  x   0.99993296  =   0.99979196
 DP0596!UTM  14      -   0.99985899  x   1.00012233  =   0.99998131
 DP0596
 DP0596|---------------------------------------------------------------------|
 DP0596| PID    Reference Object                     Distance      Geod. Az  |
 DP0596|                                                           dddmmss.s |
 DP0596| CJ8443 SAUNDERS RM 1                        54.422 METERS 09202     |
 DP0596| CJ8441 SAUNDERS AZ MK                                     1810955.3 |
 DP0596| DP0595 CROSBYTON MUNICIPAL TANK            APPROX. 2.6 KM 2014117.4 |
 DP0596| DP0598 CROSBYTON BUNGE CORP ELEVATOR       APPROX. 2.5 KM 2041815.4 |
 DP0596| DP0594 CROSBYTON DAIRY WATER TANK          APPROX. 2.7 KM 2452733.8 |
 DP0596| CJ8442 SAUNDERS AZ MK 2                                   2710059.7 |
 DP0596| DP0597 SAUNDERS RM 2                        50.739 METERS 35652     |
 DP0596|---------------------------------------------------------------------|
 DP0596
 DP0596                          SUPERSEDED SURVEY CONTROL
 DP0596
 DP0596  NAD 83(1993)-  33 40 54.30896(N)    101 13 13.48659(W) AD(       ) 1
 DP0596  NAD 83(1986)-  33 40 54.31037(N)    101 13 13.48230(W) AD(       ) 1
 DP0596  NAD 27      -  33 40 54.00500(N)    101 13 11.94500(W) AD(       ) 1
 DP0596  NGVD 29 (07/28/98)  923.8    (m)         3031.     (f) VERT ANG       
 DP0596
 DP0596.Superseded values are not recommended for survey control.
 DP0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0596.See file dsdata.txt to determine how the superseded data were derived.
 DP0596
 DP0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9416829083(NAD 83)
 DP0596_MARKER: DS = TRIANGULATION STATION DISK
 DP0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0596_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0596
 DP0596  HISTORY     - Date     Condition        Report By
 DP0596  HISTORY     - 1935     MONUMENTED       CGS
 DP0596  HISTORY     - 1938     GOOD             TXHD
 DP0596  HISTORY     - 1950     MARK NOT FOUND   CGS
 DP0596  HISTORY     - 1965     GOOD             USGS
 DP0596  HISTORY     - 1968     GOOD             CGS
 DP0596  HISTORY     - 1981     GOOD             NGS
 DP0596
 DP0596                          STATION DESCRIPTION
 DP0596
 DP0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0596'STATION IS ON THE PROPERTY OF M.D. SAUNDERS, LOCATED 2 MILES NE
 DP0596'OF CROSBYTON, AND 9-1/2 MILES E OF RALLS.  STATION IS SET 9
 DP0596'FEET N OF E-W FENCE LINE, 11 FEET E OF N-S FENCE LINE AND 44
 DP0596'FEET E OF CENTER LINE OF N-S ROAD.  THE STATION, A ROUND CONCRETE
 DP0596'MARK, 14 INCHES IN DIAMETER, WAS SET FLUSH WITH GROUND.
 DP0596'
 DP0596'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DP0596'DISKS SET IN CONCRETE.
 DP0596'
 DP0596'REFERENCE MARK NO. 1 IS IN SE CORNER OF GARDEN.
 DP0596'
 DP0596'REFERENCE MARK NO. 2 IS IN NW CORNER OF GARDEN.
 DP0596'
 DP0596'AZIMUTH MARK IS 0.6 MILE S OF STATION.  TO REACH FROM STATION,
 DP0596'FOLLOW ROAD S FROM STATION, AND MARK IS SET ON W SIDE OF ROAD
 DP0596'IN FENCE LINE.
 DP0596'
 DP0596'STATION IS REACHED FROM CROSBYTON BY GOING E ON U.S. HIGHWAY
 DP0596'62 FOR 1 MILE AND TURNING LEFT (N) ON DIRT ROAD AT A WHITE HOUSE
 DP0596'ON RIGHT.  GO 1.70 MILES TO HOUSE ON RIGHT.  MARK IS SET IN SW
 DP0596'CORNER OF GARDEN TO THE N OF HOUSE.
 DP0596'
 DP0596'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0596
 DP0596                          STATION RECOVERY (1938)
 DP0596
 DP0596'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0596'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 DP0596'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0596
 DP0596                          STATION RECOVERY (1950)
 DP0596
 DP0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 DP0596'NO MARKERS RECOVERED.  STATION AND REFERENCE MARKS WERE EVIDENTLY
 DP0596'SET IN WHAT IS NOW A PLOWED FIELD AND HAVE BEEN COVERED UP OR
 DP0596'DESTROYED.
 DP0596
 DP0596                          STATION RECOVERY (1965)
 DP0596
 DP0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0596'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33101-1, STATION 1011.
 DP0596'RECOVERED BY USGS IN 1965.
 DP0596'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE FLUSH WITH
 DP0596'GROUND, STAMPED---SAUNDERS 1935---.
 DP0596
 DP0596                          STATION RECOVERY (1968)
 DP0596
 DP0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0596'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DP0596'FOUND IN GOOD CONDITION, THE AZIMUTH MARK WAS SEARCHED FOR
 DP0596'BUT WAS NOT RECOVERED, A NEW AZIMUTH MARK WAS SET AT THIS
 DP0596'TIME.  DUE TO TREES BEING TO CLOSE TO STATION MARK, IT WAS
 DP0596'IMPOSSIBLE TO BUILD OVER STATION MARK.  REFERENCE MARK NO 2
 DP0596'WAS USED FOR STATION AT THIS TIME.  A NEW AND COMPLETE
 DP0596'DESCRIPTION FOLLOWS.
 DP0596'
 DP0596'STATION IS LOCATED ABOUT 9-1/2 MILES EAST OF RALLS, 2.0
 DP0596'MILES NORTH EAST OF CROSBYTON, 1.6 MILES NORTH OF U.S. HIGHWAY
 DP0596'82, NORTHWEST OF MR. COSSEY FARM HOUSE ON THE RIGHT.
 DP0596'
 DP0596'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FARM ROAD
 DP0596'651 IN CROSBYTON GO EASTERLY ON U.S. HIGHWAY 82 FOR 1.5
 DP0596'MILES TO A SIDE ROAD LEFT JUST AFTER PASSING A PINK HOUSE ON
 DP0596'THE LEFT, TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 DP0596'1.6 MILES TO A DRIVEWAY LEADING TO MR. COSSEY HOME ON THE
 DP0596'RIGHT AND STATION ON THE NORTH SIDE OF DRIVEWAY.
 DP0596'
 DP0596'STATION MARK, IS A STANDARD DISK, STAMPED SAUNDERS 1935,
 DP0596'SET IN THE TOP OF A 16 INCH ROUND CONCRETE MONUMENT, WHICH
 DP0596'IS SET FLUSH WITH THE GROUND, 75 FEET NORTHWEST OF THE NORTHWEST
 DP0596'CORNER OF HOUSE, 40 FEET EAST OF A GRAVELED ROAD, 20 FEET NORTH
 DP0596'OF A DRIVEWAY LEADING TO A HOUSE, 3.6 FEET WEST OF A 8 INCH
 DP0596'COTTONWOOD TREE.
 DP0596'
 DP0596'REFERENCE MARK 1, IS A STANDARD DISK, STAMPED SAUNDERS NO 1
 DP0596'1935, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT,
 DP0596'WHICH PROJECTS 4 INCHES ABOVE THE GROUND, 67 FEET NORTHEAST
 DP0596'OF THE NORTHEAST CORNER OF A STORM CELLAR, 55 FEET NORTH
 DP0596'OF A DRIVEWAY, 23 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 DP0596'BARN.
 DP0596'
 DP0596'REFERENCE MARK 2, IS A STANDARD DISK, STAMPED SAUNDERS NO 2
 DP0596'1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT,
 DP0596'WHICH PROJECTS 6 INCHES ABOVE THE GROUND, 31 FEET EAST OF A
 DP0596'GRAVELED ROAD, 15 FEET SOUTH OF A FIELD ROAD.
 DP0596'
 DP0596'AZIMUTH MARK, IS A STANDARD DISK, STAMPED SAUNDERS NO 2
 DP0596'1935 1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT,
 DP0596'WHICH PROJECTS 6 INCHES ABOVE THE GROUND, 58 FEET NORTH OF
 DP0596'A POWER LINE POLE WITH METER, 28 FEET WEST OF A POWER LINE
 DP0596'POLE WITH A TRANSFORMER, 9 FEET WEST OF THE CENTER OF A
 DP0596'DIRT FARM ROAD, 1.8 FEET SOUTH OF A 4 FOOT HIGH IRON PIPE.
 DP0596'
 DP0596'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO
 DP0596'LARGE FARM MACHINERY ON LINE TO REFERENCE MARKS.
 DP0596'
 DP0596'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 DP0596'
 DP0596'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DP0596'2 MILES NORTHEAST OF CROSBYTON.
 DP0596
 DP0596                          STATION RECOVERY (1981)
 DP0596
 DP0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DP0596'THE STATION AND ALL THE MARKS EXCEPT REFERENCE MARK 2 WERE RECOVERED
 DP0596'AS DESCRIBED.  THE STATION IS NOW IN A LAWN IN THE YARD OF MR.
 DP0596'COPPUS.  THE STATION WAS NOT DUG OUT AT THE OWNERS REQUEST.  HE
 DP0596'STATED THE MARK HAD NOT BEEN HIT OR TOUCHED SINCE HE BOUGHT THE
 DP0596'PROPERTY IN 1936.  REFERENCE MARK 2 HAS BEEN REMOVED AS IT WAS IN THE
 DP0596'WAY.  THE AZIMUTH MARK WILL BE TORN OUT SHORTLY BY A WATER LINE, NO
 DP0596'OTHER PLACE IS AVAILABLE TO SET A NEW AZIMUTH.  THE WATER TANK IN
 DP0596'CROSBYTON HAS BEEN POSITIONED AND CAN BE USED AS AN AZIMUTH.
 DP0596'
 DP0596'THE OWNER WOULD PREFER USING THIS STATION ONLY IF IT IS NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0639 ***********************************************************************
 EO0639  DESIGNATION -  SAUNDERS
 EO0639  PID         -  EO0639
 EO0639  STATE/COUNTY-  TX/PARMER
 EO0639  USGS QUAD   -  LARIAT NE (1963)
 EO0639
 EO0639                         *CURRENT SURVEY CONTROL
 EO0639  ___________________________________________________________________
 EO0639* NAD 83(1993)-  34 23 22.95208(N)    102 47 55.18296(W)     ADJUSTED  
 EO0639* NAVD 88     -      1233.6    (meters)    4047.     (feet)  VERTCON   
 EO0639  ___________________________________________________________________
 EO0639  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 EO0639  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 EO0639
 EO0639  HORZ ORDER  -  FIRST
 EO0639
 EO0639.The horizontal coordinates were established by classical geodetic methods
 EO0639.and adjusted by the National Geodetic Survey in February 1996..
 EO0639
 EO0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0639
 EO0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0639
 EO0639.The geoid height was determined by GEOID03.
 EO0639
 EO0639;                    North         East     Units Scale Factor Converg.
 EO0639;SPC TX N     - 1,044,019.218    80,569.078   MT  1.00007050   -0 45 09.4
 EO0639;SPC TX N     - 3,425,253.05    264,333.72   sFT  1.00007050   -0 45 09.4
 EO0639;SPC TXNC     - 2,310,076.751   204,744.592   MT  1.00014549   -2 20 40.1
 EO0639;SPC TXNC     - 7,578,976.81    671,732.88   sFT  1.00014549   -2 20 40.1
 EO0639;UTM  13      - 3,807,563.972   702,373.915   MT  1.00010485   +1 14 37.6
 EO0639
 EO0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0639!SPC TX N     -   0.99981022  x   1.00007050  =   0.99988071
 EO0639!SPC TXNC     -   0.99981022  x   1.00014549  =   0.99995568
 EO0639!UTM  13      -   0.99981022  x   1.00010485  =   0.99991505
 EO0639
 EO0639|---------------------------------------------------------------------|
 EO0639| PID    Reference Object                     Distance      Geod. Az  |
 EO0639|                                                           dddmmss.s |
 EO0639| CJ8439 SAUNDERS RM 1                        32.138 METERS 09136     |
 EO0639| CJ8438 SAUNDERS AZ MK                                     1801916.3 |
 EO0639| CJ8440 SAUNDERS RM 2                        36.451 METERS 18353     |
 EO0639|---------------------------------------------------------------------|
 EO0639
 EO0639                          SUPERSEDED SURVEY CONTROL
 EO0639
 EO0639  NAD 83(1993)-  34 23 22.95372(N)    102 47 55.18129(W) AD(       ) 1
 EO0639  NAD 83(1986)-  34 23 22.96190(N)    102 47 55.17487(W) AD(       ) 1
 EO0639  NAD 27      -  34 23 22.69600(N)    102 47 53.38800(W) AD(       ) 1
 EO0639  NGVD 29 (07/28/98) 1233.0    (m)         4045.     (f) VERT ANG       
 EO0639
 EO0639.Superseded values are not recommended for survey control.
 EO0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0639.See file dsdata.txt to determine how the superseded data were derived.
 EO0639
 EO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU0237407564(NAD 83)
 EO0639_MARKER: DS = TRIANGULATION STATION DISK
 EO0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0639
 EO0639  HISTORY     - Date     Condition        Report By
 EO0639  HISTORY     - 1934     MONUMENTED       CGS
 EO0639  HISTORY     - 1962     GOOD             USGS
 EO0639  HISTORY     - 1962     POOR             USGS
 EO0639
 EO0639                          STATION DESCRIPTION
 EO0639
 EO0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0639'STATION IS ABOUT 12 MILES NNW OF MULESHOE, 0.1 MILE S OF THE
 EO0639'HOME OF MR. L.H. SAUNDERS, WHO OWNS THE LAND, 68 FEET NNE OF
 EO0639'A FENCE T-INTERSECTION, 10 FEET E OF A N-S FENCE, IN THE NW 1/4
 EO0639'SEC. 33, T 11 S, R 3 E.  THE MARK PROJECTS 8 INCHES.
 EO0639'
 EO0639'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0639'BRONZE DISKS SET IN CONCRETE.
 EO0639'
 EO0639'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT W OF A N-S
 EO0639'FENCE, 66-1/2 FEET N OF A FENCE T-INTERSECTION AND PROJECTS
 EO0639'10 INCHES.
 EO0639'
 EO0639'REFERENCE MARK NO. 2 IS S OF THE STATION, 52 FEET S OF A FENCE
 EO0639'T-INTERSECTION, 1-1/2 FEET E OF A N-S FENCE AND PROJECTS 8
 EO0639'INCHES.
 EO0639'
 EO0639'AZIMUTH MARK IS S OF THE STATION, 0.2 MILE N OF A GRADED ROAD,
 EO0639'1 FOOT E OF A N FENCE.
 EO0639'
 EO0639'STATION IS REACHED FROM THE PANHANDLE OIL COMPANY ON U.S.
 EO0639'HIGHWAY 70 IN MULESHOE BY GOING E ACROSS THE RAILROAD TRACKS.
 EO0639'THEN TAKE LEFT FORK AND GO N ON THE MAIN GRADED ROAD BETWEEN
 EO0639'FRIONA AND MULESHOE FOR 5.8 MILES TO T-ROAD INTERSECTION, WITH
 EO0639'SOME FARM BUILDINGS STRAIGHT AHEAD.  TURN LEFT AND GO W ON A
 EO0639'GRADED ROAD FOR 1.5 MILES THEN N ON A GRADED ROAD FOR 3.5 MILES
 EO0639'TO A ROAD T-INTERSECTION WITH THE GOING W.  (THERE IS A SMALL
 EO0639'LAKE ON THE RIGHT SIDE OF THE ROAD).  TURN LEFT AND GO W 3.0
 EO0639'MILES, THEN TURN RIGHT THROUGH AN AUTOMOBILE GATE AND GO N
 EO0639'0.6 MILE TO A POINT 0.1 MILE S OF MR. L.H. SAUNDERS FARM
 EO0639'BUILDINGS TO THE STATION.
 EO0639'
 EO0639'ALL OBJECTS, EXCEPT HINKSON, LARIAT AND LANGER, ARE VISIBLE
 EO0639'FROM THE GROUND.  TO CLEAR THE LINES TO THESE STATIONS IT WILL
 EO0639'BE NECESSARY TO ERECT A 20-FOOT INSTRUMENT STAND.
 EO0639
 EO0639                          STATION RECOVERY (1962)
 EO0639
 EO0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (GDF)
 EO0639'STATION RECOVERED.  THE SURFACE MARK HAS BEEN CONSTANTLY HIT
 EO0639'BY MACHINERY AND PORTIONS ARE GONE.  THE STEM OF THE TABLET
 EO0639'IS STILL IN DRILL HOLE ABOUT 1/4 INCH BELOW SURFACE OF CONCRETE.
 EO0639'
 EO0639'REFERENCE MARK NO. 1 NOT RECOVERED, IS IN PLOWED FIELD AND
 EO0639'PRESUMED DESTROYED.
 EO0639'
 EO0639'REFERENCE MARK NO. 2 LYING LOOSE IN BORROW PIT.
 EO0639'
 EO0639'AZIMUTH MARK RECOVERED IN GOOD CONDITION, BUT NOW BEHIND POWER
 EO0639'POLE IN LINE WITH STATION.
 EO0639
 EO0639                          STATION RECOVERY (1962)
 EO0639
 EO0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EO0639'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34102-3, STATION 1014.
 EO0639'RECOVERY BY USGS, 1962--CONDITION OF STATION AS FOLLOWS
 EO0639'STATION MARK WAS FOUND IN POOR CONDITION.  THE TOP HAS BEEN
 EO0639'CONSISTENTLY HIT BY MACHINERY AND THE TABLET IS GONE.  A PORTION OF
 EO0639'THE STEM IS STILL INTACT IN 1/4 IN. DEEP DRILL HOLE, AND THE POSITION
 EO0639'OF THE POST IS APPARENTLY UNCHANGED.  THE AZIMUTH MARK IS IN GOOD
 EO0639'CONDITION, BUT OBSCURED FROM THE STATION BY A POWER POLE.  REFERENCE
 EO0639'MARKS NO. 1 AND 2 ARE DESTROYED.
 EO0639'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0597 ***********************************************************************
 DP0597  DESIGNATION -  SAUNDERS RM 2
 DP0597  PID         -  DP0597
 DP0597  STATE/COUNTY-  TX/CROSBY
 DP0597  USGS QUAD   -  CROSBYTON (1966)
 DP0597
 DP0597                         *CURRENT SURVEY CONTROL
 DP0597  ___________________________________________________________________
 DP0597* NAD 83(1993)-  33 40 55.94943(N)    101 13 13.59630(W)     ADJUSTED  
 DP0597* NAVD 88     -       924.     (meters)    3031.     (feet)  SCALED    
 DP0597  ___________________________________________________________________
 DP0597  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 DP0597  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DP0597
 DP0597  HORZ ORDER  -  FIRST
 DP0597
 DP0597.The horizontal coordinates were established by classical geodetic methods
 DP0597.and adjusted by the National Geodetic Survey in February 1996..
 DP0597
 DP0597.The orthometric height was scaled from a topographic map.
 DP0597
 DP0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0597
 DP0597.The geoid height was determined by GEOID03.
 DP0597
 DP0597;                    North         East     Units Scale Factor Converg.
 DP0597;SPC TXNC     - 2,226,774.572   347,785.451   MT  0.99993304   -1 29 01.4
 DP0597;SPC TXNC     - 7,305,676.24  1,141,026.10   sFT  0.99993304   -1 29 01.4
 DP0597;UTM  14      - 3,729,133.361   294,166.437   MT  1.00012234   -1 13 54.7
 DP0597
 DP0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0597!SPC TXNC     -   0.99985896  x   0.99993304  =   0.99979201
 DP0597!UTM  14      -   0.99985896  x   1.00012234  =   0.99998128
 DP0597
 DP0597|---------------------------------------------------------------------|
 DP0597| PID    Reference Object                     Distance      Geod. Az  |
 DP0597|                                                           dddmmss.s |
 DP0597| CJ8443 SAUNDERS RM 1                                      13237     |
 DP0597| DP0596 SAUNDERS                             50.739 METERS 17652     |
 DP0597| CJ8442 SAUNDERS AZ MK 2                                   2672724.5 |
 DP0597|---------------------------------------------------------------------|
 DP0597
 DP0597                          SUPERSEDED SURVEY CONTROL
 DP0597
 DP0597  NAD 83(1993)-  33 40 55.95333(N)    101 13 13.59424(W) AD(       ) 1
 DP0597  NAD 83(1986)-  33 40 55.95447(N)    101 13 13.58993(W) AD(       ) 1
 DP0597  NAD 27      -  33 40 55.64945(N)    101 13 12.05273(W) AD(       ) 1
 DP0597
 DP0597.Superseded values are not recommended for survey control.
 DP0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0597.See file dsdata.txt to determine how the superseded data were derived.
 DP0597
 DP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9416629133(NAD 83)
 DP0597_MARKER: DR = REFERENCE MARK DISK
 DP0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0597+STABILITY: SURFACE MOTION
 DP0597
 DP0597  HISTORY     - Date     Condition        Report By
 DP0597  HISTORY     - 1968     MONUMENTED       CGS
 DP0597
 DP0597                          STATION DESCRIPTION
 DP0597
 DP0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0597'STATION IS LOCATED ABOUT 9-1/2 MILES EAST OF RALLS, 2.0 MILES
 DP0597'NORTH EAST OF CROSBYTON, 1.6 MILES NORTH OF U.S. HIGHWAY 82,
 DP0597'NORTH-NORTHWEST OF MR. COSSEY FARM HOUSE ON THE RIGHT.
 DP0597'
 DP0597'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FARM ROAD
 DP0597'651 IN CROSBYTON GO EASTERLY ON U.S. HIGHWAY 82 FOR 1.5
 DP0597'MILES TO A SIDE ROAD LEFT JUST AFTER PASSING A PINK HOUSE
 DP0597'ON THE LEFT, TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 DP0597'1.65 MILE TO A TRACK FARM ROAD ON THE RIGHT AND STATION ON
 DP0597'THE RIGHT SOUTH OF TRACK FARM ROAD.
 DP0597'
 DP0597'STATION MARK, IS A STANDARD REFERENCE DISK, STAMPED
 DP0597'SAUNDERS NO 2 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DP0597'MONUMENT, WHICH PROJECTS 6 INCHES ABOVE THE GROUND, 31 FEET EAST OF
 DP0597'A GRAVELED ROAD, 15 FEET SOUTH OF A TRACK FARM ROAD.
 DP0597'
 DP0597'REFERENCE MARK 1, IS A STANDARD DISK, STAMPED SAUNDERS NO 1 1935,
 DP0597'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS
 DP0597'4 INCHES ABOVE THE GROUND, 67 FEET NORTHEAST OF THE NORTHEAST
 DP0597'CORNER OF A STORM CELLAR, 55 FEET NORTH OF A DRIVEWAY, 23 FEET
 DP0597'NORTHWEST OF THE NORTHWEST CORNER OF A BARN.
 DP0597'
 DP0597'THE STATION MARK, IS A STANDARD STATION MARK DISK, STAMPED
 DP0597'SAUNDERS 1935, SET IN THE TOP OF A 16 INCH ROUND CONCRETE
 DP0597'MONUMENT, WHICH IS SET FLUSH WITH THE GROUND, 75 FEET
 DP0597'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 40 FEET EAST
 DP0597'OF A GRAVELED ROAD, 20 FEET NORTH OF A DRIVEWAY LEADING TO
 DP0597'HOUSE, 3.6 FEET WEST OF A 8 INCH COTTONWOOD TREE.  THIS MARK
 DP0597'WAS USED FOR A REFERENCE MARK.
 DP0597'
 DP0597'AZIMUTH MARK, IS A STANDARD DISK, STAMPED SAUNDERS NO 2
 DP0597'1936 1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 DP0597'MONUMENT, WHICH PROJECTS 6 INCHES ABOVE THE GROUND, 58 FEET
 DP0597'NORTH OF A POWER LINE POLE WITH METER, 28 FEET WEST OF A POWER
 DP0597'LINE POLE WITH TRANSFORMER, 9 FEET WEST OF THE CENTER OF A DIRT
 DP0597'ROAD, 1.8 FEET SOUTH OF A 4 FOOT HIGH IRON PIPE.
 DP0597'
 DP0597'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO LARGE
 DP0597'FARM MACHINERY ON LINE BETWEEN MARKS.
 DP0597'
 DP0597'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0934 ***********************************************************************
 CU0934  DESIGNATION -  SAUR
 CU0934  PID         -  CU0934
 CU0934  STATE/COUNTY-  TX/TAYLOR
 CU0934  USGS QUAD   -  SHEP (1987)
 CU0934
 CU0934                         *CURRENT SURVEY CONTROL
 CU0934  ___________________________________________________________________
 CU0934* NAD 83(1993)-  32 07 43.04538(N)    100 02 45.51074(W)     ADJUSTED  
 CU0934* NAVD 88     -       734.     (meters)    2408.     (feet)  SCALED    
 CU0934  ___________________________________________________________________
 CU0934  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CU0934  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CU0934
 CU0934  HORZ ORDER  -  SECOND
 CU0934
 CU0934.The horizontal coordinates were established by classical geodetic methods
 CU0934.and adjusted by the National Geodetic Survey in February 1996..
 CU0934
 CU0934.The orthometric height was scaled from a topographic map.
 CU0934
 CU0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0934
 CU0934.The geoid height was determined by GEOID03.
 CU0934
 CU0934;                    North         East     Units Scale Factor Converg.
 CU0934;SPC TXNC     - 2,052,301.392   454,125.323   MT  1.00000131   -0 50 35.4
 CU0934;SPC TXNC     - 6,733,258.82  1,489,909.50   sFT  1.00000131   -0 50 35.4
 CU0934;SPC TX C     - 3,272,975.798   727,117.404   MT  1.00007511   +0 08 52.8
 CU0934;SPC TX C     -10,738,088.10  2,385,551.02   sFT  1.00007511   +0 08 52.8
 CU0934;UTM  14      - 3,555,171.784   401,337.824   MT  0.99972004   -0 33 22.7
 CU0934
 CU0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0934!SPC TXNC     -   0.99988880  x   1.00000131  =   0.99989011
 CU0934!SPC TX C     -   0.99988880  x   1.00007511  =   0.99996391
 CU0934!UTM  14      -   0.99988880  x   0.99972004  =   0.99960887
 CU0934
 CU0934|---------------------------------------------------------------------|
 CU0934| PID    Reference Object                     Distance      Geod. Az  |
 CU0934|                                                           dddmmss.s |
 CU0934| CX8162 SAUR RM 1                            35.759 METERS 10259     |
 CU0934| CX8161 SAUR AZ MK                                         1161326.9 |
 CU0934| CX8163 SAUR RM 2                            23.773 METERS 30241     |
 CU0934| CU0935 HACK DRILLING CO RADIO MAST         APPROX. 9.4 KM 3544007.8 |
 CU0934|---------------------------------------------------------------------|
 CU0934
 CU0934                          SUPERSEDED SURVEY CONTROL
 CU0934
 CU0934  NAD 83(1986)-  32 07 43.05172(N)    100 02 45.49823(W) AD(       ) 2
 CU0934  NAD 27      -  32 07 42.56350(N)    100 02 44.15840(W) AD(       ) 2
 CU0934
 CU0934.Superseded values are not recommended for survey control.
 CU0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0934.See file dsdata.txt to determine how the superseded data were derived.
 CU0934
 CU0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0133855172(NAD 83)
 CU0934_MARKER: DS = TRIANGULATION STATION DISK
 CU0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0934
 CU0934  HISTORY     - Date     Condition        Report By
 CU0934  HISTORY     - 1961     MONUMENTED       CGS
 CU0934  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0934
 CU0934                          STATION DESCRIPTION
 CU0934
 CU0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0934'THE STATION IS APPROXIMATELY 9 MILES WEST AND 1-1/2 MILES NORTH
 CU0934'OF BRADSHAW, 6-3/4 MILES NORTHEAST OF WINGATE AND 4-1/2 MILES
 CU0934'SOUTHEAST OF SHEP, ON THE WESTERN ONE OF TWO RIDGES ABOUT THE
 CU0934'SAME ELEVATION, ON PROPERTY OWNED BY MRS. LEONA SAUR.
 CU0934'
 CU0934'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 CU0934'FARM ROAD 1086 IN BRADSHAW, GO WESTERLY ON FARM ROAD 1086 FOR 6.6
 CU0934'MILES TO CROSSROADS AND AN OLD HOUSE 0.05 MILE AHEAD ON THE
 CU0934'LEFT.  TURN RIGHT, NORTH, WEST AND NORTH ON THE GRAVELED ROAD
 CU0934'FOR 1.55 MILES TO A BOARD GATE AND DON ROBERTS MAIL BOX ON THE
 CU0934'LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO WEST ON GRAVELED
 CU0934'ROAD FOR 0.45 MILES TO RANCH HOME.  PASS TO THE LEFT OF THE
 CU0934'HOUSE AND GO 0.05 MILE TO A BOARD GATE AT SOUTHWEST CORNER OF
 CU0934'BARN LOT.  PASS THROUGH THE GATE, TURN LEFT AND GO
 CU0934'NORTHWESTERLY ON A TRACK ROAD FOR 0.5 MILE TO A GATE AND A BARN
 CU0934'ON THE LEFT.  PASS THROUGH THE GATE AND GO WEST, SOUTH AND
 CU0934'WEST ON THE TRACK ROAD 1.35 MILES TO SADDLE ON TOP OF RIDGE.
 CU0934'CONTINUE WEST AND NORTH ON THE TRACK ROAD 0.4 MILE TO HEAD
 CU0934'OF CANYON ON RIGHT AND A WINDMILL ON THE RIGHT.  TURN LEFT
 CU0934'AND GO 0.15 MILE TO TOP OF THE RIDGE AND THE STATION ON
 CU0934'THE HIGHEST POINT ON THE RIDGE.
 CU0934'
 CU0934'STATION MARKS ARE STANDARD DISKS STAMPED SAUR 1961.  THE SURFACE
 CU0934'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 CU0934'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 18
 CU0934'INCHES BELOW THE SURFACE OF THE GROUND.
 CU0934'
 CU0934'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SAUR NO 1 1961,
 CU0934'IS CEMENTED IN A DRILL HOLE IN A 2 FEET BY 4 FEET BOULDER WHICH
 CU0934'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS APPROXIMATELY
 CU0934'2 FEET LOWER IN ELEVATION THAN THE STATION.
 CU0934'
 CU0934'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SAUR NO 2 1961,
 CU0934'IS CEMENTED IN A DRILL HOLE IN A 4 FEET BY 6 FEET BOULDER
 CU0934'WHICH PROJECTS 6 INCHES ON THE NORTH AND WEST SIDE.  IT IS
 CU0934'APPROXIMATELY 2 FEET LOWER IN ELEVATION THAN THE STATION.
 CU0934'
 CU0934'AZIMUTH MARK, A STANDARD DISK STAMPED SAUR 1961, IS CEMENTED
 CU0934'IN A DRILL HOLE IN A LARGE BOULDER WHICH IS FLUSH WITH THE
 CU0934'SURFACE OF THE GROUND.  IT IS 3 FEET SOUTHWEST OF A METAL
 CU0934'WITNESS POST.
 CU0934'
 CU0934'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW RIDGE
 CU0934'SOUTHEASTERLY FOR 0.45 MILE TO THE AZIMUTH MARK AT THE SOUTH
 CU0934'EDGE OF THE RIDGE.
 CU0934'
 CU0934'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CU0934'
 CU0934'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CU0934
 CU0934                          STATION RECOVERY (1994)
 CU0934
 CU0934'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1052 ***********************************************************************
 GK1052  DESIGNATION -  SAUR
 GK1052  PID         -  GK1052
 GK1052  STATE/COUNTY-  TX/OCHILTREE
 GK1052  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK1052
 GK1052                         *CURRENT SURVEY CONTROL
 GK1052  ___________________________________________________________________
 GK1052* NAD 83(1993)-  36 12 37.63447(N)    100 49 13.73244(W)     ADJUSTED  
 GK1052* NAVD 88     -       902.     (meters)    2959.     (feet)  SCALED    
 GK1052  ___________________________________________________________________
 GK1052  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 GK1052  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GK1052
 GK1052  HORZ ORDER  -  THIRD
 GK1052
 GK1052.The horizontal coordinates were established by classical geodetic methods
 GK1052.and adjusted by the National Geodetic Survey in February 1996..
 GK1052
 GK1052.The orthometric height was scaled from a topographic map.
 GK1052
 GK1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1052
 GK1052.The geoid height was determined by GEOID03.
 GK1052
 GK1052;                    North         East     Units Scale Factor Converg.
 GK1052;SPC TX N     - 1,245,440.255   261,104.630   MT  1.00000644   +0 23 37.7
 GK1052;SPC TX N     - 4,086,081.90    856,640.77   sFT  1.00000644   +0 23 37.7
 GK1052;UTM  14      - 4,008,827.436   336,353.013   MT  0.99992997   -1 04 32.5
 GK1052
 GK1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1052!SPC TX N     -   0.99986271  x   1.00000644  =   0.99986915
 GK1052!UTM  14      -   0.99986271  x   0.99992997  =   0.99979269
 GK1052
 GK1052|---------------------------------------------------------------------|
 GK1052| PID    Reference Object                     Distance      Geod. Az  |
 GK1052|                                                           dddmmss.s |
 GK1052| CL3975 SAUR RM 1                            15.786 METERS 00202     |
 GK1052| CL3976 SAUR RM 2                            18.148 METERS 17810     |
 GK1052| CL3974 SAUR AZ MK                                         3575946.2 |
 GK1052|---------------------------------------------------------------------|
 GK1052
 GK1052                          SUPERSEDED SURVEY CONTROL
 GK1052
 GK1052  NAD 83(1993)-  36 12 37.63489(N)    100 49 13.73245(W) AD(       ) 3
 GK1052  NAD 83(1986)-  36 12 37.64076(N)    100 49 13.72014(W) AD(       ) 3
 GK1052  NAD 27      -  36 12 37.51600(N)    100 49 12.18600(W) AD(       ) 3
 GK1052
 GK1052.Superseded values are not recommended for survey control.
 GK1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1052.See file dsdata.txt to determine how the superseded data were derived.
 GK1052
 GK1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3635308827(NAD 83)
 GK1052_MARKER: DS = TRIANGULATION STATION DISK
 GK1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1052
 GK1052  HISTORY     - Date     Condition        Report By
 GK1052  HISTORY     - 1952     MONUMENTED       CGS
 GK1052  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK1052
 GK1052                          STATION DESCRIPTION
 GK1052
 GK1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1052'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES SOUTH OF PERRYTON,
 GK1052'5-1/2 MILES NORTH OF BULER AND 2-1/2 MILES SOUTH OF WHERE STATE
 GK1052'HIGHWAY 70 CROSSES WOLF CREEK.  IT IS ON THE EAST RIGHT-OF-WAY
 GK1052'OF STATE HIGHWAY 70.
 GK1052'
 GK1052'STATION IS REACHED AS FOLLOWS--FROM THE OCHILTREE COUNTY COURT
 GK1052'HOUSE IN PERRYTON, GO SOUTH ON U.S. HIGHWAY 83 FOR 6.1 MILES TO A
 GK1052'FORK AND THE JUNCTION OF STATE HIGHWAY 70.  TURN RIGHT ON STATE
 GK1052'HIGHWAY 70 AND GO 6.5 MILES TO THE STATION ON THE LEFT SIDE OF
 GK1052'THE HIGHWAY.
 GK1052'
 GK1052'STATION MARK, STAMPED SAUR 1952, IS A STANDARD DISK SET IN THE
 GK1052'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 GK1052'1 INCH.  IT IS 57.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GK1052'3.5 FEET WEST OF A FENCE LINE AND 5.3 FEET NORTH OF A WITNESS
 GK1052'POST.
 GK1052'
 GK1052'REFERENCE MARK NUMBER 1, STAMPED SAUR NO 1 1952, IS A STANDARD
 GK1052'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK1052'DIAMETER, PROJECTING 2 INCHES AND AT THE SAME ELEVATION AS THE
 GK1052'STATION.  IT IS 59.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 GK1052'AND 1.5 FEET WEST OF A FENCE LINE.
 GK1052'
 GK1052'REFERENCE MARK NUMBER 2, STAMPED SAUR NO 2 1952, IS A STANDARD
 GK1052'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK1052'DIAMETER, PROJECTING 3 INCHES AND AT THE SAME ELEVATION AS THE
 GK1052'STATION.  IT IS 59.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 GK1052'AND 12 INCHES WEST OF A FENCE LINE.
 GK1052'
 GK1052'AZIMUTH MARK, STAMPED SAUR 1952, IS A STANDARD DISK SET IN
 GK1052'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK1052'FLUSH WITH THE GROUND. IT IS 45.0 FEET WEST OF THE CENTERLINE
 GK1052'OF THE HIGHWAY AND 3.0 FEET EAST OF A POWER LINE POLE.  TO REACH
 GK1052'FROM THE STATION, GO NORTH ON STATE HIGHWAY 70 FOR 0.5 MILE
 GK1052'TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE HIGHWAY.
 GK1052'
 GK1052'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GK1052
 GK1052                          STATION RECOVERY (1973)
 GK1052
 GK1052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SJS)
 GK1052'STATION FOUND WITH BASE INTACT BUT TOP WAS BROKEN OFF AND TABLET
 GK1052'MISSING.
 GK1052'
 GK1052'BOTH REFERENCE MARKS FOUND IN GOOD CONDITION.
 GK1052'
 GK1052'AZIMUTH MARK SEARCHED FOR NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0138 ***********************************************************************
 AP0138  DESIGNATION -  SAUS
 AP0138  PID         -  AP0138
 AP0138  STATE/COUNTY-  TX/MAVERICK
 AP0138  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0138
 AP0138                         *CURRENT SURVEY CONTROL
 AP0138  ___________________________________________________________________
 AP0138* NAD 83(1986)-  28 41 07.     (N)    100 21 19.     (W)     SCALED    
 AP0138* NAVD 88     -       255.716  (meters)     838.96   (feet)  ADJUSTED  
 AP0138  ___________________________________________________________________
 AP0138  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AP0138  DYNAMIC HT  -         255.334 (meters)     837.71  (feet)  COMP
 AP0138  MODELED GRAV-     979,143.4   (mgal)                       NAVD 88
 AP0138
 AP0138  VERT ORDER  -  FIRST     CLASS II
 AP0138
 AP0138.The horizontal coordinates were scaled from a topographic map and have
 AP0138.an estimated accuracy of +/- 6 seconds.
 AP0138
 AP0138.The orthometric height was determined by differential leveling
 AP0138.and adjusted by the National Geodetic Survey in June 1991..
 AP0138
 AP0138.The geoid height was determined by GEOID03.
 AP0138
 AP0138.The dynamic height is computed by dividing the NAVD 88
 AP0138.geopotential number by the normal gravity value computed on the
 AP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0138.degrees latitude (g = 980.6199 gals.).
 AP0138
 AP0138.The modeled gravity was interpolated from observed gravity values.
 AP0138
 AP0138;                    North         East    Units  Estimated Accuracy
 AP0138;SPC TXSC     - 4,095,190.      467,560.      MT  (+/- 180 meters Scaled)
 AP0138
 AP0138                          SUPERSEDED SURVEY CONTROL
 AP0138
 AP0138.No superseded survey control is available for this station.
 AP0138
 AP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS675738(NAD 83)
 AP0138_MARKER: DS = TRIANGULATION STATION DISK
 AP0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0138_SP_SET: CONCRETE POST
 AP0138_STAMPING: SAUS 1972
 AP0138_MARK LOGO: NGS   
 AP0138_PROJECTION: PROJECTING 5 CENTIMETERS
 AP0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0138+STABILITY: SURFACE MOTION
 AP0138
 AP0138  HISTORY     - Date     Condition        Report By
 AP0138  HISTORY     - 1972     MONUMENTED       NGS
 AP0138  HISTORY     - 1982     GOOD             NGS
 AP0138
 AP0138                          STATION DESCRIPTION
 AP0138
 AP0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0138'15.0 KM (9.30 MI) EAST FROM EAGLE PASS.
 AP0138'15.0 KM (9.30 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0138'OLD COURTHOUSE IN EAGLE PASS, THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0138'STREET AND MADISON STREET, SET AT THE SOUTH RIGHT OF WAY FENCE, 45.7
 AP0138'METERS (150.0 FT) SOUTH SOUTHEAST OF TELEPHONE JUNCTION BOX NUMBER 28,
 AP0138'46.03 METERS (15.0 FT) SOUTH OF A JUNCTION FENCE LINE, 23.17 METERS
 AP0138'(76.17 FT) SOUTH OF CENTERLINE OF THE HIGHWAY, AND 0.30 METERS
 AP0138'(1.0 FT) NORTH OF RIGHT OF WAY FENCE.
 AP0138'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 AP0138'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0183 ***********************************************************************
 AP0183  DESIGNATION -  SAUS
 AP0183  PID         -  AP0183
 AP0183  STATE/COUNTY-  TX/MAVERICK
 AP0183  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0183
 AP0183                         *CURRENT SURVEY CONTROL
 AP0183  ___________________________________________________________________
 AP0183* NAD 83(1993)-  28 41 22.43219(N)    100 22 07.10172(W)     ADJUSTED  
 AP0183* NAVD 88     -       258.52   (+/-2cm)     848.2    (feet)  VERTCON   
 AP0183  ___________________________________________________________________
 AP0183  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AP0183  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AP0183
 AP0183  HORZ ORDER  -  FIRST
 AP0183  VERT ORDER  -  THIRD ? (See Below)
 AP0183
 AP0183.The horizontal coordinates were established by classical geodetic methods
 AP0183.and adjusted by the National Geodetic Survey in February 1996..
 AP0183
 AP0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0183.The vertical order pertains to the NGVD 29 superseded value.
 AP0183
 AP0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0183
 AP0183.The geoid height was determined by GEOID03.
 AP0183
 AP0183;                    North         East     Units Scale Factor Converg.
 AP0183;SPC TXSC     - 4,095,677.679   466,257.693   MT  0.99992620   -0 40 13.8
 AP0183;SPC TXSC     -13,437,235.85  1,529,713.78   sFT  0.99992620   -0 40 13.8
 AP0183;UTM  14      - 3,174,359.555   366,291.366   MT  0.99982063   -0 39 25.7
 AP0183
 AP0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0183!SPC TXSC     -   0.99996299  x   0.99992620  =   0.99988920
 AP0183!UTM  14      -   0.99996299  x   0.99982063  =   0.99978363
 AP0183
 AP0183|---------------------------------------------------------------------|
 AP0183| PID    Reference Object                     Distance      Geod. Az  |
 AP0183|                                                           dddmmss.s |
 AP0183| CV6240 SAUS RM 2                            17.190 METERS 10259     |
 AP0183| CV6238 SAUS AZ MK                                         1122229.5 |
 AP0183| AP0201 EAGLE PASS S MUN TANK               APPROX.11.8 KM 2731400.1 |
 AP0183| AP0197 EAGLE PASS E MUN TANK               APPROX.11.3 KM 2871623.2 |
 AP0183| AP0204 EAGLE PASS RAD STA KEPS MAST        APPROX.13.1 KM 2913225.5 |
 AP0183| AP0200 EAGLE PASS CABLE VISION MAST        APPROX.12.7 KM 2955937.5 |
 AP0183| CV6239 SAUS RM 1                             9.372 METERS 30436     |
 AP0183|---------------------------------------------------------------------|
 AP0183
 AP0183                          SUPERSEDED SURVEY CONTROL
 AP0183
 AP0183  NAD 83(1986)-  28 41 22.42773(N)    100 22 07.07953(W) AD(       ) 1
 AP0183  NAD 27      -  28 41 21.50652(N)    100 22 05.81556(W) AD(       ) 1
 AP0183  NGVD 29 (07/19/86)  258.38   (m)          847.7    (f) LEVELING    3  
 AP0183
 AP0183.Superseded values are not recommended for survey control.
 AP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0183.See file dsdata.txt to determine how the superseded data were derived.
 AP0183
 AP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS6629174360(NAD 83)
 AP0183_MARKER: DS = TRIANGULATION STATION DISK
 AP0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0183_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AP0183
 AP0183  HISTORY     - Date     Condition        Report By
 AP0183  HISTORY     - 1972     MONUMENTED       NGS
 AP0183
 AP0183                          STATION DESCRIPTION
 AP0183
 AP0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0183'THE STATION IS ABOUT 12-1/2 MILES NORTH AND 3 MILES WEST OF EL INDIO,
 AP0183'8 MILES EAST AND 1-1/2 MILES SOUTH OF EAGLE PASS, ON THE NORTH
 AP0183'RIGHT- OF-WAY OF U.S. HIGHWAY 277.
 AP0183'
 AP0183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND 57
 AP0183'ABOUT 2 MILES EAST OF EAGLE PASS, GO EAST AND EAST-SOUTHEAST ON U.S.
 AP0183'HIGHWAY 277 FOR 5.6 MILES TO THE STATION ON THE LEFT.
 AP0183'
 AP0183'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST ON U.S.
 AP0183'HIGHWAY 277 FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 AP0183'
 AP0183'STATION MARKS ARE STANDARD DISKS, STAMPED SAUS 1972.  THE SURFACE
 AP0183'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AP0183'THAT IS 5 INCHES BELOW THE GROUND SURFACE.  IT IS 92.8 FEET WEST OF
 AP0183'AN UNDERGROUND TELEPHONE LINE WARNING POST, 67.0 FEET NORTH OF THE
 AP0183'CENTER OF U.S. HIGHWAY 277 AND 8.2 FEET SOUTH OF A WITNESS POST
 AP0183'IN A FENCE LINE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 AP0183'OF CONCRETE 44 INCHES BELOW THE GROUND SURFACE.
 AP0183'
 AP0183'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SAUS NO 1 1972, SET IN
 AP0183'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS 3 INCHES
 AP0183'BELOW THE GROUND SURFACE.  IT IS 75.0 FEET NORTH OF THE CENTER OF
 AP0183'U.S. HIGHWAY 277, 29.1 FEET WEST OF THE WITNESS POST, 0.8 FOOT SOUTH
 AP0183'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AP0183'
 AP0183'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SAUS NO 2 1972, SET IN
 AP0183'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AP0183'WITH THE GROUND.  IT IS 74.5 FEET NORTH OF THE CENTER OF U.S.
 AP0183'HIGHWAY 277, 56.9 FEET EAST OF THE WITNESS POST, 36.8 FEET WEST OF
 AP0183'THE UNDERGROUND TELEPHONE LINE WARNING POST, 0.8 FOOT SOUTH
 AP0183'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AP0183'
 AP0183'AZIMUTH MARK IS A STANDARD DISK, STAMPED SAUS 1972, SET IN THE TOP OF
 AP0183'A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4 INCHES
 AP0183'ABOVE THE GROUND.  IT IS 75.0 FEET SOUTH OF THE CENTER OF U.S.
 AP0183'HIGHWAY 277, 1.2 FEET WEST OF A WITNESS POST AND 0.9 FOOT NORTH OF A
 AP0183'FENCE.
 AP0183'
 AP0183'HEIGHT OF LIGHT ABOVE STATION MARK 5.00 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1417 ***********************************************************************
 AB1417  DESIGNATION -  SAUZ
 AB1417  PID         -  AB1417
 AB1417  STATE/COUNTY-  TX/WILLACY
 AB1417  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1417
 AB1417                         *CURRENT SURVEY CONTROL
 AB1417  ___________________________________________________________________
 AB1417* NAD 83(1993)-  26 32 17.54534(N)    097 25 13.63690(W)     ADJUSTED  
 AB1417* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1417  ___________________________________________________________________
 AB1417  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 AB1417  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AB1417
 AB1417  HORZ ORDER  -  FIRST
 AB1417
 AB1417.The horizontal coordinates were established by classical geodetic methods
 AB1417.and adjusted by the National Geodetic Survey in February 1996..
 AB1417
 AB1417.The orthometric height was scaled from a topographic map.
 AB1417
 AB1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1417
 AB1417.The geoid height was determined by GEOID03.
 AB1417
 AB1417;                    North         East     Units Scale Factor Converg.
 AB1417;SPC TX S     - 5,097,020.244   407,575.215   MT  0.99992720   +0 29 24.4
 AB1417;SPC TX S     -16,722,473.92  1,337,186.35   sFT  0.99992720   +0 29 24.4
 AB1417;UTM  14      - 2,936,258.397   657,362.007   MT  0.99990573   +0 42 21.2
 AB1417
 AB1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1417!SPC TX S     -   1.00000328  x   0.99992720  =   0.99993048
 AB1417!UTM  14      -   1.00000328  x   0.99990573  =   0.99990901
 AB1417
 AB1417:                Primary Azimuth Mark                     Grid Az
 AB1417:SPC TX S     -  LADIANA                                  264 15 49.9
 AB1417:UTM  14      -  LADIANA                                  264 02 53.1
 AB1417
 AB1417|---------------------------------------------------------------------|
 AB1417| PID    Reference Object                     Distance      Geod. Az  |
 AB1417|                                                           dddmmss.s |
 AB1417| AB1055 LADIANA                             APPROX.13.5 KM 2644514.3 |
 AB1417| CV3426 SAUZ RM                              15.080 METERS 28638     |
 AB1417|---------------------------------------------------------------------|
 AB1417
 AB1417                          SUPERSEDED SURVEY CONTROL
 AB1417
 AB1417  NAD 83(1986)-  26 32 17.55983(N)    097 25 13.60157(W) AD(       ) 1
 AB1417  NAD 27      -  26 32 16.32700(N)    097 25 12.66400(W) AD(       ) 1
 AB1417
 AB1417.Superseded values are not recommended for survey control.
 AB1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1417.See file dsdata.txt to determine how the superseded data were derived.
 AB1417
 AB1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5736236258(NAD 83)
 AB1417_MARKER: DS = TRIANGULATION STATION DISK
 AB1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1417
 AB1417  HISTORY     - Date     Condition        Report By
 AB1417  HISTORY     - 1913     MONUMENTED       CGS
 AB1417  HISTORY     - 1938     SEE DESCRIPTION  CGS
 AB1417  HISTORY     - 1947     SEE DESCRIPTION  HUMBLE
 AB1417  HISTORY     - 1950     MARK NOT FOUND   CGS
 AB1417  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AB1417
 AB1417                          STATION DESCRIPTION
 AB1417
 AB1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1417'ABOUT 11 MILES NE OF SAUZ RANCH AND 1 MILE S OF REDFISH LANDING,
 AB1417'IN THE SAUZ PASTURE OF THE KING RANCH, ON THE W SHORE OF THE
 AB1417'LAGUNA MADRE, ON A HIGH RIDGE ABOUT 1-1/2 MILES S OF SAUZ FISH
 AB1417'HOUSE.  STATION IS ABOUT 50 YARDS N OF S END OF HARD SAND
 AB1417'RIDGE WHICH PARALLELS THE SHORE, 12 FEET INLAND FROM 8-FOOT
 AB1417'BLUFF, AND DIRECTLY E OF WATER-FILLED LAGOON.  WAGON TRAIL
 AB1417'PASSES BETWEEN STATION AND BLUFF.  STATION MARK IS A STANDARD
 AB1417'DISK TRIANGULATION-STATION MARK SET IN CEMENT POST 6 INCHES
 AB1417'SQUARE AND 2 FEET LONG INCASED IN A WOODEN BOX.  TOP OF POST
 AB1417'IS EVEN WITH SURFACE OF GROUND.  THE UNDERGROUND MARK IS A
 AB1417'NAIL OR SMALL WOODEN PLUG SET IN A SMALL QUANTITY OF CEMENT
 AB1417'3 TO 6 INCHES BELOW THE SURFACE MARK.  REFERENCE MARK IS
 AB1417'STANDARD REFERENCE DISK IN CEMENT POST 6 INCHES SQUARE
 AB1417'AND 2 FEET LONG INCASED IN A WOODEN BOX.  POST TOP IS 3
 AB1417'INCHES ABOVE THE GROUND, AND THE DISK STAMPED DIMLY 11,
 AB1417'1920, L.  REFERENCE MARK IS ON SIDE OF HILL TO WESTWARD,
 AB1417'IS ABOUT 6 FEET LOWER THAN STATION, AND IS 15.08 METERS (49.5
 AB1417'FEET) FROM STATION, N 73 DEG 22 MIN W.  IN 1931 STATION
 AB1417'AND REFERENCE MARKS STAMPED SAUZ 1913-1931.  OTHER BEARINGS
 AB1417'FROM STATION ARE ARE AS FOLLOWS--LEFT TANGENT OF LAGOON
 AB1417'TO WESTWARD S 54 DEG W.  MIDDLE GAP OF SAME LAGOON S 72 DEG W.
 AB1417'WINDMILL N 53 DEG W.  STATION WAS REACHED IN 1930 FROM
 AB1417'RAYMONDVILLE BY CONCRETE AND DIRT ROAD E 13.4 MILES TO SAUZ
 AB1417'RANCH, THENCE E AND NE ON PUBLIC ROAD 11.5 MILES TO FORK 3/4
 AB1417'MILE W OF HOUSES AT THE LANDING, WHICH ARE VISIBLE.  TAKE
 AB1417'RIGHT-HAND ROAD WHICH LEADS 0.8 MILE TO SHORE, THEN TURN S
 AB1417'AND FOLLOW SHORE TO STATION.  SEVERAL CAYAS ARE CROSSED IN
 AB1417'DOING THIS, AND AT SOME STAGES OF THE TIDE IT MAY BE
 AB1417'IMPOSSIBLE TO CROSS THEM.  IN 1932 SAUZ FISH HOUSE REPORTED
 AB1417'GONE.  IN 1934 REPORTED STATION DESTROYED.  REFERENCE MARK
 AB1417'RECOVERED IN GOOD CONDITION, BUT PROBABLY WILL NOT WITHSTAND
 AB1417'ANOTHER STORM.  MARK IS 1 FOOT FROM E BANK, ABOUT 4 FEET ABOVE
 AB1417'WATER LEVEL, AND 60 FEET FROM WATER LINE.
 AB1417
 AB1417                          STATION RECOVERY (1938)
 AB1417
 AB1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1417'STATION DESTROYED.  THE HIGHEST BANK ALONG THE BEACH IS NOW ONLY
 AB1417'ABOUT 5 FEET HIGH AND IS ABOUT 75 FEET W OF THE WATER LINE.
 AB1417'THE 8-FOOT BANK WHICH EXISTED IN 1931 HAS APPARENTLY WASHED
 AB1417'AWAY.
 AB1417'
 AB1417'SURFACE MARK FOUND LYING ON BEACH WITH WATER WASHING OVER IT.
 AB1417'IT WAS A CONCRETE POST WITH A STANDARD DISK STAMPED SAUZ 1913
 AB1417'1931.
 AB1417'
 AB1417'THE SUB-SURFACE MARK COULD NOT BE FOUND BUT IT IS PROBABLY
 AB1417'DESTROYED.
 AB1417'
 AB1417'THE REFERENCE MARK COULD NOT BE FOUND.  SEVERAL SMALL BROKEN
 AB1417'PIECES OF CONCRETE WERE FOUND SCATTERED OVER THE GROUND IN
 AB1417'THE VICINITY OF WHERE THE REFERENCE MARK SHOULD BE.
 AB1417
 AB1417                          STATION RECOVERY (1947)
 AB1417
 AB1417'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1947
 AB1417'THE REFERENCE MARK WAS FOUND IN GOOD CONDITION AND IS MARKED
 AB1417'104, 11L-1920 REFERENCE MARK SAUZ.  THIS REFERENCE MARK CAN
 AB1417'BE REACHED BY JEEP MOST OF THE TIME DURING THE YEAR.
 AB1417
 AB1417                          STATION RECOVERY (1950)
 AB1417
 AB1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1417'STATION NOT RECOVERED.  THE AREA WAS SEARCHED BUT NOTHING WAS
 AB1417'FOUND TO INDICATE WHERE EITHER THE STATION OR REFERENCE MARK HAD
 AB1417'BEEN PLACED.  THE STATION WAS REPORTED DESTROYED IN 1938.
 AB1417
 AB1417                          STATION RECOVERY (1965)
 AB1417
 AB1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RSF)
 AB1417'REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS STAMPED
 AB1417'11 1920.
 AB1417'
 AB1417'THE REFERENCE MARK IS ON THE CREST OF A SAND AND SHELL RIDGE
 AB1417'APPROXIMATELY 8 FEET HIGH, WHICH PARALLELS THE WEST SHORE OF
 AB1417'LAGUNA MADRE AND IS ABOUT 75 FEET WEST OF THE HIGH WATER MARK.
 AB1417'IT IS 350 FEET N 14 DEG 27 MIN 26 SEC E OF THE MONUMENT MARKING
 AB1417'THE SOUTHEAST CORNER OF THE WILLACY COUNTY NAVIGATION DISTRICT
 AB1417'PROPERTY, ON WHICH THE SAUZ REFERENCE MARK IS LOCATED.  THIS
 AB1417'PROPERTY CORNER MONUMENT IS ON THE EAST-WEST FENCE LINE MARKING
 AB1417'THE BOUNDARY BETWEEN THE SOUTH SIDE OF THE NAVIGATION DISTRICT
 AB1417'PROPERTY AND THE KING RANCH AND IS 7940 FEET EAST ALONG THIS
 AB1417'FENCE FROM THE CONCRETE MONUMENT MARKING THE SOUTHWEST
 AB1417'CORNER OF THE NAVIGATION DISTRICT PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1411 ***********************************************************************
 AH1411  DESIGNATION -  SAVANNA 1939
 AH1411  PID         -  AH1411
 AH1411  STATE/COUNTY-  TX/KENEDY
 AH1411  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1411
 AH1411                         *CURRENT SURVEY CONTROL
 AH1411  ___________________________________________________________________
 AH1411* NAD 83(1993)-  27 09 29.86714(N)    097 22 39.35861(W)     ADJUSTED  
 AH1411* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1411  ___________________________________________________________________
 AH1411  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AH1411  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AH1411
 AH1411  HORZ ORDER  -  SECOND
 AH1411
 AH1411.The horizontal coordinates were established by classical geodetic methods
 AH1411.and adjusted by the National Geodetic Survey in February 1996..
 AH1411
 AH1411.The orthometric height was scaled from a topographic map.
 AH1411
 AH1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1411
 AH1411.The geoid height was determined by GEOID03.
 AH1411
 AH1411;                    North         East     Units Scale Factor Converg.
 AH1411;SPC TX S     - 5,165,754.744   411,234.559   MT  0.99989854   +0 30 34.5
 AH1411;SPC TX S     -16,947,980.36  1,349,192.05   sFT  0.99989854   +0 30 34.5
 AH1411;UTM  14      - 3,005,007.272   660,753.378   MT  0.99991901   +0 44 26.5
 AH1411
 AH1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1411!SPC TX S     -   1.00000371  x   0.99989854  =   0.99990225
 AH1411!UTM  14      -   1.00000371  x   0.99991901  =   0.99992272
 AH1411
 AH1411:                Primary Azimuth Mark                     Grid Az
 AH1411:SPC TX S     -  RAINBOW                                  187 27 36.6
 AH1411:UTM  14      -  RAINBOW                                  187 13 44.6
 AH1411
 AH1411|---------------------------------------------------------------------|
 AH1411| PID    Reference Object                     Distance      Geod. Az  |
 AH1411|                                                           dddmmss.s |
 AH1411| AH1400 RAINBOW                             APPROX. 6.3 KM 1875811.1 |
 AH1411|---------------------------------------------------------------------|
 AH1411
 AH1411                          SUPERSEDED SURVEY CONTROL
 AH1411
 AH1411  NAD 83(1986)-  27 09 29.88552(N)    097 22 39.33538(W) AD(       ) 2
 AH1411  NAD 27      -  27 09 28.71200(N)    097 22 38.38900(W) AD(       ) 2
 AH1411
 AH1411.Superseded values are not recommended for survey control.
 AH1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1411.See file dsdata.txt to determine how the superseded data were derived.
 AH1411
 AH1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6075305007(NAD 83)
 AH1411_MARKER: P = PIPE CAP
 AH1411_SETTING: 0 = UNSPECIFIED SETTING
 AH1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1411
 AH1411  HISTORY     - Date     Condition        Report By
 AH1411  HISTORY     - 1939     MONUMENTED       CGS
 AH1411  HISTORY     - 1946     SEE DESCRIPTION  SUNOCO
 AH1411  HISTORY     - 1949     SEE DESCRIPTION  CGS
 AH1411  HISTORY     - 1958     SEE DESCRIPTION  SHELL
 AH1411  HISTORY     - 1967     SEE DESCRIPTION  CGS
 AH1411  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AH1411  HISTORY     - 1969     GOOD             CGS
 AH1411  HISTORY     - 1979     GOOD             NGS
 AH1411
 AH1411                          STATION DESCRIPTION
 AH1411
 AH1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1411'STATION SAVANNA IS LOCATED ABOUT 34 MILES SSW OF CORPUS CHRISTI
 AH1411'PASS, ABOUT 8 MILES SSE OF POINT PENESCAL ON S SIDE OF BAFFIN
 AH1411'BAY AND 5.7 MILES ENE OF CARNESTOLIENDOS CAMP.  IT IS ABOUT 0.3
 AH1411'MILE W OF BEACH ON GRASS-COVERED FLAT ABOUT 100 YARDS W OF HIGHER
 AH1411'GRASS-COVERED DUNES THAT EXTEND WESTWARD FROM THOSE ALONG BEACH.
 AH1411'
 AH1411'THE STATION IS MARKED WITH A STANDARD DISK, SCREWED TO THE TOP
 AH1411'OF A 3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG EMBEDDED IN CONCRETE
 AH1411'AND EXTENDING 18 INCHES ABOVE THE SURFACE OF THE GROUND.
 AH1411'
 AH1411'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1411
 AH1411                          STATION RECOVERY (1946)
 AH1411
 AH1411'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AH1411'THE WIND HAS BLOWN THE SAND FROM AROUND THIS MARK, EXPOSING 6
 AH1411'INCHES OF CONCRETE.  THE STANDARD DISK HAS BEEN REMOVED.  I
 AH1411'DO NOT BELIEVE THAT THE MARKER HAS MOVED FROM ITS ORIGINAL
 AH1411'POSITION AS IT IS STILL FIRMLY IMPLANTED IN THE GROUND.
 AH1411
 AH1411                          STATION RECOVERY (1949)
 AH1411
 AH1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1411'STATION RECOVERED.  A NEW DISK WAS CEMENTED IN TO REPLACE ONE
 AH1411'DECLARED MISSING IN 1946.  A NEW DESCRIPTION FOLLOWS--
 AH1411'
 AH1411'LOCATED ON W SIDE OF PADRE ISLAND, ABOUT 31 MILES S OF CORPUS
 AH1411'CHRISTI-PADRE ISLAND CAUSEWAY.
 AH1411'
 AH1411'TO REACH FROM E END OF CAUSEWAY, GO E GO GULF MEAN HIGH-WATER
 AH1411'LINE, THEN SE ALONG BEACH ABOUT 27.0 MILES TO YARBOROUGH PASS
 AH1411'(A CUT FROM GULF TO LAGUNA), CONTINUE ALONG BEACH 3.8 MILES TO A
 AH1411'SAND WASH, THEN W (RIGHT) INTO WASH AND CONTINUE NW ABOUT 0.7
 AH1411'MILE TO STATION, ON GRASS FLAT, 1,700 FEET NW OF CABIN RUINS,
 AH1411'1,500 FEET SW OF S END OF DRIFT SAND ON DUNES ALONG BEACH, 600
 AH1411'FEET W OF W EDGE OF MAIN DUNE LINE, 150 FEET SW OF NW END OF
 AH1411'ROW OF SMALL DUNES LEADING NW FROM MAIN DUNE LINE, 100 FEET E
 AH1411'OF A SMALL RISE, AND 2.0 FEET W OF A 4- BY 4-INCH WOODEN
 AH1411'WITNESS POST.
 AH1411'
 AH1411'STATION MARK IS A BRONZE DISK, STAMPED SAVANNA 1939, CEMENTED
 AH1411'ONTO THE TOP OF A 3-INCH GALVANIZED-IRON PIPE SET IN CONCRETE AND
 AH1411'PROJECTING 14 INCHES ABOVE THE GROUND.
 AH1411
 AH1411                          STATION RECOVERY (1958)
 AH1411
 AH1411'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AH1411'STATION RECOVERED.  BRONZE DISC MISSING FROM TOP OF PIPE.
 AH1411
 AH1411                          STATION RECOVERY (1967)
 AH1411
 AH1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RMM)
 AH1411'STATION LOCATED FROM DESCRIPTION, BUT BRONZE DISK IS MISSING.
 AH1411
 AH1411                          STATION RECOVERY (1968)
 AH1411
 AH1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1411'STATION RECOVERED.  THE DISK WAS MISSING AND A NEW STATION DISK
 AH1411'WAS PLACED IN THE PRECISE ORIGINAL POSITION AND STAMPED SAVANNA
 AH1411'1939 - 1968.  A NEW TO REACH FOLLOWS--
 AH1411'
 AH1411'FROM THE CENTER OF YARBOROUGH PASS ON PADRE ISLAND GO SOUTH
 AH1411'ALONG BEACH 3.5 MILES, PASSING A TRAIL THROUGH THE DUNES, TO
 AH1411'A WIDE WASH THROUGH THE DUNES, TURN RIGHT THROUGH DUNES AND
 AH1411'PROCEED TO INSHORE EDGE OF DUNES, TURN RIGHT (NORTH) AND
 AH1411'SKIRT INSHORE EDGE OF DUNES TO THE STATION IN AN OPEN GRASSY
 AH1411'FLAT AS DESCRIBED.  A 4 WHEEL-DRIVE VEHICLE IS NECESSARY TO
 AH1411'REACH THE STATION.
 AH1411
 AH1411                          STATION RECOVERY (1969)
 AH1411
 AH1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1411'STATION NOT OCCUPIED
 AH1411'
 AH1411'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE NEW
 AH1411'STATION DISK PLACED AT THE ORIGINAL POSITION OF OLD MARK IN
 AH1411'1968 WAS FOUND TO BE AS DESCRIBED BY J.K. WILSON IN THE 1968
 AH1411'RECOVERY NOTE.
 AH1411'
 AH1411'ADDITIONAL NOTES AND ROUTE TO REACH STATION ARE AS FOLLOWS--
 AH1411'STATION MARK, A STANDARD DISK, STAMPED SAVANNA 1939 1968, IS
 AH1411'CEMENTED IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 1.5
 AH1411'FEET ABOVE THE SURFACE OF SAND.  STATION IS ABOUT 3 MILES SOUTH
 AH1411'OF YARBOROUGH PASS ON PADRE ISLAND, ABOUT 1/4 MILE SOUTH OF THE
 AH1411'BARE SAND DUNES, ABOUT 0.35 MILE WEST OF THE GULF BEACH, IN A
 AH1411'GRASS COVERED FLAT.  A METAL WITNESS POST WITH SIGN WAS SET 3
 AH1411'FEET EAST OF THE MARK.
 AH1411'
 AH1411'TO REACH STATION FROM THE ENTRANCE TO PADRE ISLAND CAUSEWAY,
 AH1411'(JUST SOUTH OF CORPUS CHRISTI NAVAL AIR STATION) GO EASTERLY
 AH1411'ACROSS CAUSEWAY FOR 4.9 MILES TO A JUNCTION OF PARK ROADS 22
 AH1411'AND 53.  KEEP STRAIGHT AHEAD ON PARK ROAD 53 FOR 15.65 MILES TO
 AH1411'END OF PAVEMENT AT THE GULF BEACH.  TURN RIGHT, SOUTHERLY, GO
 AH1411'ALONG BEACH FOR 7.0 MILES TO A SIGN 4-WHEEL DRIVE VEHICLES ONLY
 AH1411'BEYOND THIS POINT.  CONTINUE SOUTHERLY, ALONG BEACH FOR 8.9
 AH1411'MILES TO YARBOROUGH PASS (NOW FILLED BY SAND).  CONTINUE
 AH1411'SOUTHERLY ALONG BEACH FOR 3.1 MILES TO A ROAD LEADING WEST.
 AH1411'KEEP STRAIGHT AHEAD ALONG BEACH FOR 0.85 MILE TO A WASH THAT
 AH1411'IS ABOUT 100 YARDS WEST OF THE BEACH.  TURN RIGHT INTO
 AH1411'WASH AND DRIVE ACROSS COUNTRY ON A TRUE BEARING OF 348 DEGREES
 AH1411'FOR 0.7 MILE TO STATION.
 AH1411'
 AH1411'NOTE--IT IS SUGGESTED AN UP TO DATE MAP OF THE AREA SHOULD BE USED
 AH1411'FOR RECOVERY OF STATION.
 AH1411'
 AH1411'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 30
 AH1411'MILES SOUTH OF CORPUS CHRISTI
 AH1411
 AH1411                          STATION RECOVERY (1979)
 AH1411
 AH1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1411'STATION WAS NOT OCCUPIED.
 AH1411'
 AH1411'NO REFERENCE MARKS TO THIS STATION.
 AH1411'
 AH1411'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 AH1411'WAS FOUND AS DESCRIBED IN THE 1968 AND 1969 BY J.K.W. AND L.F.S.,
 AH1411'THE DISK IS STAMPED SAVANNA 1939 1969, MARKED BY A WITNESS POST,
 AH1411'MARK PROJECTING ABOUT 18 INCHES ABOVE THE SURFACE OF THE GROUND.
 AH1411'
 AH1411'THE STATION WAS REACHED BY A 4 WHEEL DRIVE VEHICLE FROM THE END OF
 AH1411'PARK ROAD 22 BY DRIVING SOUTH ALONG BEACH FOR 16 MILES TO YARBOROUGH
 AH1411'PASS, CONTINUE SOUTH FOR 2.6 MILES, FROM HERE PACK WESTERLY FOR
 AH1411'ABOUT 0.8 MILE AND STATION IN A GRASS COVERED FLAT, MARKED BY A 2 X
 AH1411'6 ABOUT 4 FEET HIGH.
 AH1411'
 AH1411'A HELICOPTER CAN LAND NEAR THE STATION.
 AH1411'
 AH1411'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 41 MILES
 AH1411'SOUTH OF CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1066 ***********************************************************************
 DN1066  DESIGNATION -  SAVOY MUNICIPAL TANK
 DN1066  PID         -  DN1066
 DN1066  STATE/COUNTY-  TX/FANNIN
 DN1066  USGS QUAD   -  ECTOR (1984)
 DN1066
 DN1066                         *CURRENT SURVEY CONTROL
 DN1066  ___________________________________________________________________
 DN1066* NAD 83(1993)-  33 35 56.16864(N)    096 22 01.44263(W)     ADJUSTED  
 DN1066* NAVD 88     -                                                        
 DN1066  ___________________________________________________________________
 DN1066  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DN1066  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DN1066
 DN1066  HORZ ORDER  -  THIRD
 DN1066
 DN1066.The horizontal coordinates were established by classical geodetic methods
 DN1066.and adjusted by the National Geodetic Survey in February 1996..
 DN1066
 DN1066
 DN1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1066
 DN1066.The geoid height was determined by GEOID03.
 DN1066
 DN1066;                    North         East     Units Scale Factor Converg.
 DN1066;SPC TXNC     - 2,216,282.703   797,941.952   MT  0.99991812   +1 09 47.8
 DN1066;SPC TXNC     - 7,271,254.17  2,617,914.55   sFT  0.99991812   +1 09 47.8
 DN1066;UTM  14      - 3,720,795.948   744,315.945   MT  1.00033595   +1 27 27.8
 DN1066
 DN1066                          SUPERSEDED SURVEY CONTROL
 DN1066
 DN1066  NAD 83(1993)-  33 35 56.16988(N)    096 22 01.44034(W) AD(       ) 4
 DN1066  NAD 83(1986)-  33 35 56.17550(N)    096 22 01.43367(W) AD(       ) 4
 DN1066  NAD 27      -  33 35 55.79700(N)    096 22 00.48700(W) AD(       ) 3
 DN1066
 DN1066.Superseded values are not recommended for survey control.
 DN1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1066.See file dsdata.txt to determine how the superseded data were derived.
 DN1066
 DN1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4431620796(NAD 83)
 DN1066_MARKER: 53 = ELEVATED TANK
 DN1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1066+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 DN1066
 DN1066  HISTORY     - Date     Condition        Report By
 DN1066  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1066  HISTORY     - 1957     GOOD             CGS
 DN1066  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 DN1066  HISTORY     - 20020730 GOOD             INDIV
 DN1066
 DN1066                          STATION DESCRIPTION
 DN1066
 DN1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1066'STATION IS A SILVER COLORED, CYLINDRICAL SHAPED WATER TANK THAT
 DN1066'IS ELEVATED ABOUT 150 FEET BY A 6 LEGGED STRUCTURAL STEEL
 DN1066'SCAFFOLD.  THERE IS A SMALL BLACK WATER TANK JUST NORTH OF
 DN1066'THE BASE OF THE SCAFFOLD THAT IS ABOUT 30 FEET IN HEIGHT.
 DN1066'THE BALL AT THE PEAK OF THE CONICAL ROOF WAS INTERSECTED.
 DN1066'THE NAME SAVOY PRINTED IN LARGE BLACK LETTERS APPEARS ON
 DN1066'THE NORTH SIDE.
 DN1066'
 DN1066'IT IS LOCATED NEAR THE CENTER OF SAVOY, 1-1/2 BLOCKS SOUTHEAST
 DN1066'OF THE BUSINESS SECTION AND ONE BLOCK SOUTH OF THE U.S. POST
 DN1066'OFFICE AND HIGHWAY U.S. 82, AT THE SOUTH SIDE OF AN OPEN
 DN1066'FIELD.
 DN1066
 DN1066                          STATION RECOVERY (1957)
 DN1066
 DN1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1066'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1066'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1066
 DN1066                          STATION RECOVERY (1994)
 DN1066
 DN1066'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1066'MARK NOT FOUND.
 DN1066
 DN1066                          STATION RECOVERY (2002)
 DN1066
 DN1066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1066'RECOVERED AS DESCRIBED IN THE 1955 COAST AND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6150 ***********************************************************************
 AW6150  DESIGNATION -  SAW 1930
 AW6150  PID         -  AW6150
 AW6150  STATE/COUNTY-  TX/CHAMBERS
 AW6150  USGS QUAD   -  MORGANS POINT (1993)
 AW6150
 AW6150                         *CURRENT SURVEY CONTROL
 AW6150  ___________________________________________________________________
 AW6150* NAD 83(1993)-  29 40 13.20284(N)    094 58 29.69875(W)     ADJUSTED  
 AW6150* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6150  ___________________________________________________________________
 AW6150  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6150  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6150
 AW6150  HORZ ORDER  -  THIRD
 AW6150
 AW6150.The horizontal coordinates were established by classical geodetic methods
 AW6150.and adjusted by the National Geodetic Survey in February 1996..
 AW6150
 AW6150.The orthometric height was scaled from a topographic map.
 AW6150
 AW6150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6150
 AW6150.The geoid height was determined by GEOID03.
 AW6150
 AW6150;                    North         East     Units Scale Factor Converg.
 AW6150;SPC TXSC     - 4,210,292.896   989,519.009   MT  0.99988032   +1 58 19.0
 AW6150;SPC TXSC     -13,813,269.28  3,246,446.95   sFT  0.99988032   +1 58 19.0
 AW6150;UTM  15      - 3,283,887.521   308,878.040   MT  1.00005071   -0 58 40.4
 AW6150
 AW6150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6150!SPC TXSC     -   1.00000411  x   0.99988032  =   0.99988443
 AW6150!UTM  15      -   1.00000411  x   1.00005071  =   1.00005482
 AW6150
 AW6150                          SUPERSEDED SURVEY CONTROL
 AW6150
 AW6150  NAD 83(1986)-  29 40 13.21928(N)    094 58 29.67968(W) AD(       ) 3
 AW6150  NAD 27      -  29 40 12.39766(N)    094 58 28.94482(W) AD(       ) 3
 AW6150
 AW6150.Superseded values are not recommended for survey control.
 AW6150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6150.See file dsdata.txt to determine how the superseded data were derived.
 AW6150
 AW6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0887883888(NAD 83)
 AW6150_MARKER: Z = SEE DESCRIPTION
 AW6150_SETTING: 0 = UNSPECIFIED SETTING
 AW6150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6150
 AW6150  HISTORY     - Date     Condition        Report By
 AW6150  HISTORY     - 1930     MONUMENTED       CGS
 AW6150  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6150
 AW6150                          STATION DESCRIPTION
 AW6150
 AW6150'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6150'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO.
 AW6150'50+00.  STATION IS LOCATED ON NARROW SAND POINT EXTENDING OUT
 AW6150'INTO GALVESTON BAY FROM SW CORNER OF ATKINSON ISLAND, ABOUT
 AW6150'1,000 FEET SEAWARD FROM BEACON 28.  IT IS ON A LOW FLAT, 85
 AW6150'METERS E FROM HOUSTON SHIP CHANNEL.
 AW6150'
 AW6150'STATION IS MARKED BY A COPPER TACK IN TOP OF A 2- BY 4-INCH
 AW6150'STAKE DRIVEN FLUSH WITH THE GROUND.
 AW6150'
 AW6150'REFERENCE MARK IS A 1/2-INCH BRASS ROD SET IN THE TOP OF A
 AW6150'4- BY 5-INCH CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 AW6150'GROUND.
 AW6150'
 AW6150'REFERENCE MARK IS 21.44 METERS FROM THE STATION N 26 DEG 30 MIN W.
 AW6150
 AW6150                          STATION RECOVERY (1952)
 AW6150
 AW6150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6150'STATION WAS NOT RECOVERED.  A SEARCH WAS MADE TO NO AVAIL.
 AW6150'IT IS BELIEVED THAT SPOIL FROM THE HOUSTON SHIP CHANNEL HAS
 AW6150'DESTROYED OR COVERED THE STATION AND IT IS RECOMMENDED THAT
 AW6150'IT BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0435 ***********************************************************************
 BA0435  DESIGNATION -  SAWMILL
 BA0435  PID         -  BA0435
 BA0435  STATE/COUNTY-  TX/BREWSTER
 BA0435  USGS QUAD   -  TERLINGUA (1971)
 BA0435
 BA0435                         *CURRENT SURVEY CONTROL
 BA0435  ___________________________________________________________________
 BA0435* NAD 83(1993)-  29 22 02.34715(N)    103 37 18.34503(W)     ADJUSTED  
 BA0435* NAVD 88     -      1157.     (meters)    3796.     (feet)  SCALED    
 BA0435  ___________________________________________________________________
 BA0435  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BA0435  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BA0435
 BA0435  HORZ ORDER  -  FIRST
 BA0435
 BA0435.The horizontal coordinates were established by classical geodetic methods
 BA0435.and adjusted by the National Geodetic Survey in February 1996..
 BA0435
 BA0435.The orthometric height was scaled from a topographic map.
 BA0435
 BA0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0435
 BA0435.The geoid height was determined by GEOID03.
 BA0435
 BA0435;                    North         East     Units Scale Factor Converg.
 BA0435;SPC TXSC     - 4,178,870.479   151,439.952   MT  0.99986340   -2 15 51.3
 BA0435;SPC TXSC     -13,710,177.56    496,849.24   sFT  0.99986340   -2 15 51.3
 BA0435;UTM  13      - 3,249,471.603   633,769.636   MT  0.99982080   +0 40 33.6
 BA0435
 BA0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0435!SPC TXSC     -   0.99982167  x   0.99986340  =   0.99968509
 BA0435!UTM  13      -   0.99982167  x   0.99982080  =   0.99964250
 BA0435
 BA0435:                Primary Azimuth Mark                     Grid Az
 BA0435:SPC TXSC     -  MAVERICK                                 119 14 00.7
 BA0435:UTM  13      -  MAVERICK                                 116 17 35.8
 BA0435
 BA0435|---------------------------------------------------------------------|
 BA0435| PID    Reference Object                     Distance      Geod. Az  |
 BA0435|                                                           dddmmss.s |
 BA0435| BA0436 MAVERICK                            APPROX.12.0 KM 1165809.4 |
 BA0435| CI0425 SAWMILL RM 1                          3.469 METERS 14520     |
 BA0435| CI0426 SAWMILL RM 2                          4.944 METERS 25954     |
 BA0435|---------------------------------------------------------------------|
 BA0435
 BA0435                          SUPERSEDED SURVEY CONTROL
 BA0435
 BA0435  NAD 83(1986)-  29 22 02.33684(N)    103 37 18.33355(W) AD(       ) 1
 BA0435  NAD 27      -  29 22 01.63200(N)    103 37 16.65800(W) AD(       ) 1
 BA0435
 BA0435.Superseded values are not recommended for survey control.
 BA0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0435.See file dsdata.txt to determine how the superseded data were derived.
 BA0435
 BA0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN3377049472(NAD 83)
 BA0435_MARKER: DS = TRIANGULATION STATION DISK
 BA0435_SETTING: 80 = SET IN A BOULDER
 BA0435_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BA0435
 BA0435  HISTORY     - Date     Condition        Report By
 BA0435  HISTORY     - 1934     MONUMENTED       USGS
 BA0435
 BA0435                          STATION DESCRIPTION
 BA0435
 BA0435'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 BA0435'ABOUT 3 MILES NORTH OF TERLINGUA, ABOUT 2 MILES WEST OF
 BA0435'TERLINGUA CREEK AND ON THE HIGHEST POINT OF A BLACK ROCK
 BA0435'MOUNTAIN LOCALLY KNOWN AS SAWMILL MOUNTAIN.  THIS PEAK IS VERY
 BA0435'STEEP ON ALL SIDES.
 BA0435'
 BA0435'TO REACH FROM THE TERLINGUA POST OFFICE, FOLLOW THE MAIN
 BA0435'ROAD EAST 0.1 MILE TO FORKS, TAKE THE LEFT FORK AND CONTINUE
 BA0435'3.5 MILES (0.4 MILE NORTH OF A DEEP DIP IN THE ROAD).  LEAVE
 BA0435'THE MAIN ROAD, TURN LEFT AND CONTINUE ACROSS BRUSH COVERED FLATS
 BA0435'ABOUT 0.75 MILE TO THE BASE OF A MOUNTAIN.  THIS IS THE END OF
 BA0435'TRUCK TRAVEL.  FROM HERE FOLLOW DIM TRAIL UP SOUTHEAST SIDE
 BA0435'OF THE MOUNTAIN TO THE STATION.  ABOUT ONE-HOUR PACK.
 BA0435'
 BA0435'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN BOULDERS.
 BA0435'
 BA0435'A 4-FOOT STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0960 ***********************************************************************
 CB0960  DESIGNATION -  SAWYER
 CB0960  PID         -  CB0960
 CB0960  STATE/COUNTY-  TX/IRION
 CB0960  USGS QUAD   -  SOUTH MUSTANG DRAW NE (1970)
 CB0960
 CB0960                         *CURRENT SURVEY CONTROL
 CB0960  ___________________________________________________________________
 CB0960* NAD 83(1993)-  31 23 08.58724(N)    101 16 11.08610(W)     ADJUSTED  
 CB0960* NAVD 88     -       776.0    (meters)    2546.     (feet)  VERTCON   
 CB0960  ___________________________________________________________________
 CB0960  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CB0960  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CB0960
 CB0960  HORZ ORDER  -  THIRD
 CB0960
 CB0960.The horizontal coordinates were established by classical geodetic methods
 CB0960.and adjusted by the National Geodetic Survey in February 1996..
 CB0960
 CB0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0960
 CB0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0960
 CB0960.The geoid height was determined by GEOID03.
 CB0960
 CB0960;                    North         East     Units Scale Factor Converg.
 CB0960;SPC TX C     - 3,190,942.410   610,940.169   MT  0.99990416   -0 28 56.3
 CB0960;SPC TX C     -10,468,950.22  2,004,392.87   sFT  0.99990416   -0 28 56.3
 CB0960;UTM  14      - 3,474,577.691   284,167.332   MT  1.00017461   -1 10 57.1
 CB0960
 CB0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0960!SPC TX C     -   0.99988196  x   0.99990416  =   0.99978613
 CB0960!UTM  14      -   0.99988196  x   1.00017461  =   1.00005655
 CB0960
 CB0960:                Primary Azimuth Mark                     Grid Az
 CB0960:SPC TX C     -  CONCHO                                   290 59 24.9
 CB0960:UTM  14      -  CONCHO                                   291 41 25.7
 CB0960
 CB0960|---------------------------------------------------------------------|
 CB0960| PID    Reference Object                     Distance      Geod. Az  |
 CB0960|                                                           dddmmss.s |
 CB0960| CB0962 CONCHO                              APPROX.12.9 KM 2903028.6 |
 CB0960|---------------------------------------------------------------------|
 CB0960
 CB0960                          SUPERSEDED SURVEY CONTROL
 CB0960
 CB0960  NAD 83(1986)-  31 23 08.59556(N)    101 16 11.06994(W) AD(       ) 3
 CB0960  NAD 27      -  31 23 08.05118(N)    101 16 09.64331(W) AD(       ) 3
 CB0960  NGVD 29 (07/19/86)  775.7    (m)         2545.     (f) VERT ANG       
 CB0960
 CB0960.Superseded values are not recommended for survey control.
 CB0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0960.See file dsdata.txt to determine how the superseded data were derived.
 CB0960
 CB0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV8416774578(NAD 83)
 CB0960
 CB0960  HISTORY     - Date     Condition        Report By
 CB0960  HISTORY     - UNK      MONUMENTED
 CB0960  HISTORY     - 1971     GOOD             USGS
 CB0960
 CB0960                          STATION DESCRIPTION
 CB0960
 CB0960'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0960'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0960'
 CB0960'TO REACH STATION FROM U.S. HIGHWAY 67, IN BIG LAKE, PROCEED N. ON
 CB0960'STATE HIGHWAY 137 2.7 MI., TURN RIGHT ON GRAVEL RD. AND CONTINUE
 CB0960'N. AND E. 16.9 MI. TO ROCKER B RANCH HEADQUARTERS, TURN N. ON MAIN
 CB0960'RD. AND CONTINUE 9.4 MI. TO HIGHLAND WINDMILL, TURN LEFT THROUGH
 CB0960'GATE AND GO 1.4 MI. SW. ON TRACK RD., GO THROUGH GATE AND TURN BACK
 CB0960'E. ALONG FENCE 0.25 MI., TURN S. AND GO 0.3 MI. CROSS COUNTRY TO
 CB0960'STATION SITE.  THE STATION IS 6 FT. S. OF A STEEL WITNESS POST.
 CB0960'
 CB0960'STATION MARK--STANDARD USGS ALUMINUM TABLET, NOT STAMPED, AND SET
 CB0960'IN THE TOP OF A SET STONE.  TABLET IS 32.26 FT. N. OF A CHISELED
 CB0960'CROSS IN A SET STONE AND 31.88 FT. W. OF A CHISELED CROSS IN A SET
 CB0960'STONE.  THE STATION IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1845 ***********************************************************************
 AY1845  DESIGNATION -  SAYERS
 AY1845  PID         -  AY1845
 AY1845  STATE/COUNTY-  TX/BEXAR
 AY1845  USGS QUAD   -  ELMENDORF (1992)
 AY1845
 AY1845                         *CURRENT SURVEY CONTROL
 AY1845  ___________________________________________________________________
 AY1845* NAD 83(1993)-  29 22 09.52800(N)    098 19 25.01606(W)     ADJUSTED  
 AY1845* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 AY1845  ___________________________________________________________________
 AY1845  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AY1845  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY1845
 AY1845  HORZ ORDER  -  FIRST
 AY1845
 AY1845.The horizontal coordinates were established by classical geodetic methods
 AY1845.and adjusted by the National Geodetic Survey in February 1996..
 AY1845
 AY1845.The orthometric height was scaled from a topographic map.
 AY1845
 AY1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1845
 AY1845.The geoid height was determined by GEOID03.
 AY1845
 AY1845;                    North         East     Units Scale Factor Converg.
 AY1845;SPC TXSC     - 4,170,416.990   665,661.188   MT  0.99986342   +0 19 52.9
 AY1845;SPC TXSC     -13,682,443.07  2,183,923.41   sFT  0.99986342   +0 19 52.9
 AY1845;UTM  14      - 3,249,093.534   565,645.052   MT  0.99965317   +0 19 54.2
 AY1845
 AY1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1845!SPC TXSC     -   0.99997403  x   0.99986342  =   0.99983746
 AY1845!UTM  14      -   0.99997403  x   0.99965317  =   0.99962721
 AY1845
 AY1845:                Primary Azimuth Mark                     Grid Az
 AY1845:SPC TXSC     -  ST HEDWIG CATHOLIC CH SPIRE              065 13 06.0
 AY1845:UTM  14      -  ST HEDWIG CATHOLIC CH SPIRE              065 13 04.7
 AY1845
 AY1845|---------------------------------------------------------------------|
 AY1845| PID    Reference Object                     Distance      Geod. Az  |
 AY1845|                                                           dddmmss.s |
 AY1845| AY1829 ST HEDWIG CATHOLIC CH SPIRE         APPROX.12.4 KM 0653258.9 |
 AY1845| CV6242 SAYERS RM 1                          11.767 METERS 10607     |
 AY1845| CV6241 SAYERS AZ MK                                       1281548.3 |
 AY1845| CV6243 SAYERS RM 2                          13.858 METERS 28155     |
 AY1845| AY1840 SAN ANTONIO KMAC HIGH MST OF 4      APPROX. 3.5 KM 3124737.3 |
 AY1845|---------------------------------------------------------------------|
 AY1845
 AY1845                          SUPERSEDED SURVEY CONTROL
 AY1845
 AY1845  NAD 83(1986)-  29 22 09.53312(N)    098 19 24.99793(W) AD(       ) 1
 AY1845  NAD 27      -  29 22 08.68500(N)    098 19 23.95200(W) AD(       ) 1
 AY1845
 AY1845.Superseded values are not recommended for survey control.
 AY1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1845.See file dsdata.txt to determine how the superseded data were derived.
 AY1845
 AY1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6564549094(NAD 83)
 AY1845_MARKER: DS = TRIANGULATION STATION DISK
 AY1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1845
 AY1845  HISTORY     - Date     Condition        Report By
 AY1845  HISTORY     - 1953     MONUMENTED       CGS
 AY1845  HISTORY     - 1953     GOOD             AMS
 AY1845  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY1845
 AY1845                          STATION DESCRIPTION
 AY1845
 AY1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1845'THE STATION IS LOCATED ABOUT 11 MILES EAST OF SAN ANTONIO, 2
 AY1845'MILES WEST OF THE VILLAGE OF SAYERS, 0.85 MILE SOUTH OF U.S.
 AY1845'HIGHWAY 87 ALONG NORTHEAST SIDE OF A FENCE LINE SEPARATING
 AY1845'PROPERTIES OWNED BY MR. WILBUR STANTEEN (NORTHEAST SIDE) AND
 AY1845'MR. L.P. TERRILL (SOUTHWEST SIDE).
 AY1845'
 AY1845'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND LOOP 13 AT
 AY1845'EAST EDGE OF SAN ANTONIO, GO EAST ON HIGHWAY 87 FOR 5.8 MILES
 AY1845'TO A SIDE ROAD RIGHT AT A YELLOW HOUSE ON THE LEFT SIDE OF
 AY1845'HIGHWAY 87, TURN RIGHT, FOLLOW DIRT ROAD SOUTH AND WEST FOR
 AY1845'1.0 MILE TO POINT WHERE ROAD TURNS LEFT, LEAVE ROAD HERE, GO
 AY1845'NORTHWEST THROUGH IRON GATE AND FOLLOW ALONG NORTHEAST SIDE
 AY1845'OF A NORTHWEST-SOUTHEAST FENCE LINE FOR 0.4 MILE TO THE
 AY1845'HIGHEST POINT OF A LOW FLAT TOPPED RIDGE AND STATION SITE.
 AY1845'
 AY1845'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1845'POST PROJECTING 3 INCHES.  IT IS 49 FEET SOUTHWEST OF THE
 AY1845'BRUSH LINE, 4 FEET EAST OF A WITNESS POST, 2.5 FEET NORTHEAST OF
 AY1845'A FENCE LINE AND IT IS STAMPED SAYERS 1953.
 AY1845'
 AY1845'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1845'POST PROJECTING 8 INCHES.  IT IS 49 FEET SOUTHWEST OF THE BRUSH
 AY1845'LINE, SET IN A NORTHWEST-SOUTHEAST FENCE LINE AND IS STAMPED
 AY1845'SAYERS NO. 1 1953.
 AY1845'
 AY1845'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1845'POST PROJECTING 8 INCHES.  IT IS 49 FEET SOUTHWEST OF THE BRUSH
 AY1845'LINE, 18 INCHES NORTHEAST OF A FENCE LINE AND IS STAMPED
 AY1845'SAYERS NO. 2 1953.
 AY1845'
 AY1845'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1845'POST PROJECTING 6 INCHES.  IT IS ABOUT 100 FEET NORTHEAST OF
 AY1845'A DRIVEWAY LEADING TO L.P. TERRILL RESIDENCE, 22 FEET EAST OF
 AY1845'THE CENTER LINE OF A DIRT ROAD, 3.4 FEET SOUTH OF A TELEPHONE
 AY1845'POLE, 3 FEET NORTH OF A WITNESS POST AND IS SET IN A NORTH-SOUTH
 AY1845'FENCE LINE.  IT IS STAMPED SAYERS 1953.
 AY1845'
 AY1845'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHEAST ALONG FENCE
 AY1845'LINE FOR 0.4 MILE TO GATE AND DIRT ROAD, TURN RIGHT, GO SOUTH
 AY1845'ALONG DIRT ROAD FOR 0.15 MILE TO THE MARK ON LEFT SIDE OF ROAD.
 AY1845'
 AY1845'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 AY1845
 AY1845                          STATION RECOVERY (1953)
 AY1845
 AY1845'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1845'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS 3
 AY1845'FT. NORTH OF E-W FENCE, AND 13 FT. NORTH OF THE EDGE OF FIELD
 AY1845'AND PLOW LINE.
 AY1845
 AY1845                          STATION RECOVERY (1999)
 AY1845
 AY1845'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1614 ***********************************************************************
 FL1614  DESIGNATION -  SC 163
 FL1614  PID         -  FL1614
 FL1614  STATE/COUNTY-  TX/ROBERTS
 FL1614  USGS QUAD   -  GARDEN SPRINGS (1971)
 FL1614
 FL1614                         *CURRENT SURVEY CONTROL
 FL1614  ___________________________________________________________________
 FL1614* NAD 83(1993)-  35 57 10.53517(N)    101 00 10.56671(W)     ADJUSTED  
 FL1614* NAVD 88     -       795.     (meters)    2608.     (feet)  SCALED    
 FL1614  ___________________________________________________________________
 FL1614  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 FL1614  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FL1614
 FL1614  HORZ ORDER  -  SECOND
 FL1614
 FL1614.The horizontal coordinates were established by classical geodetic methods
 FL1614.and adjusted by the National Geodetic Survey in February 1996..
 FL1614
 FL1614.The orthometric height was scaled from a topographic map.
 FL1614
 FL1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1614
 FL1614.The geoid height was determined by GEOID03.
 FL1614
 FL1614;                    North         East     Units Scale Factor Converg.
 FL1614;SPC TX N     - 1,216,768.202   244,841.580   MT  0.99995438   +0 17 17.0
 FL1614;SPC TX N     - 3,992,013.68    803,284.42   sFT  0.99995438   +0 17 17.0
 FL1614;UTM  14      - 3,980,581.520   319,361.463   MT  1.00000208   -1 10 34.6
 FL1614
 FL1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1614!SPC TX N     -   0.99987947  x   0.99995438  =   0.99983386
 FL1614!UTM  14      -   0.99987947  x   1.00000208  =   0.99988155
 FL1614
 FL1614                          SUPERSEDED SURVEY CONTROL
 FL1614
 FL1614  NAD 83(1993)-  35 57 10.53565(N)    101 00 10.56647(W) AD(       ) 2
 FL1614  NAD 83(1986)-  35 57 10.54195(N)    101 00 10.55460(W) AD(       ) 2
 FL1614  NAD 27      -  35 57 10.40400(N)    101 00 09.00800(W) AD(       ) 2
 FL1614
 FL1614.Superseded values are not recommended for survey control.
 FL1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1614.See file dsdata.txt to determine how the superseded data were derived.
 FL1614
 FL1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1936180582(NAD 83)
 FL1614_MARKER: DD = SURVEY DISK
 FL1614_SETTING: 0 = UNSPECIFIED SETTING
 FL1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1614
 FL1614  HISTORY     - Date     Condition        Report By
 FL1614  HISTORY     - 1952     MONUMENTED       USE
 FL1614
 FL1614                          STATION DESCRIPTION
 FL1614
 FL1614'DESCRIBED BY US ENGINEERS 1952 (EBL)
 FL1614'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF SPEARMAN.
 FL1614'1 MILE NORTH OF THE CANADIAN RIVER AND 2 MILES WEST OF THE WILMETH
 FL1614'BROTHERS RANCH HOUSE.
 FL1614'
 FL1614'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CANADIAN.
 FL1614'GO NORTHEAST ON U.S. HIGHWAYS 60 AND 83 FOR 2.2 MILES TO THEIR
 FL1614'JUNCTION.  TURN LEFT ON U.S. HIGHWAY 83 AND GO NORTHWEST FOR 7.3
 FL1614'MILES TO A SIDE ROAD LEFT.  TURN LEFT, WEST, AND FOLLOW THE
 FL1614'MAIN ROAD ALONG THE NORTH SIDE OF THE CANADIAN RIVER FOR 18.4
 FL1614'MILES TO THE KILLBREW RANCH BUILDINGS.  CONTINUE STRAIGHT
 FL1614'AHEAD AND GO 1.05 MILES TO THE WILMETH BROTHERS RANCH HOUSE.
 FL1614'CONTINUE STRAIGHT AHEAD AND GO 0.35 MILE TO A CATTLE GUARD.
 FL1614'CONTINUE AHEAD ACROSS CATTLE GUARD FOR 1.6 MILES TO A LOW,
 FL1614'SANDY RIDGE AND STATION ON THE LEFT.
 FL1614'
 FL1614'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION BEE.
 FL1614'
 FL1614'THE MARK, STAMPED SC-163, IS A STANDARD U.S. ENGINEERING
 FL1614'DEPARTMENT BRONZE DISK SET IN A DRILL HOLE IN A BURIED BLOCK
 FL1614'OF STONE AND IS 117.35 FEET (35.768 METERS) NORTH-NORTHWEST
 FL1614'OF TRIANGULATION STATION BEE.  IT IS 23 FEET NORTH OF THE CENTER
 FL1614'LINE OF THE ROAD AND 2 FEET LOWER THAN TRIANGULATION STATION
 FL1614'BEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0872 ***********************************************************************
 CC0872  DESIGNATION -  SCAR 2
 CC0872  PID         -  CC0872
 CC0872  STATE/COUNTY-  TX/MIDLAND
 CC0872  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0872
 CC0872                         *CURRENT SURVEY CONTROL
 CC0872  ___________________________________________________________________
 CC0872* NAD 83(1986)-  31 56 16.     (N)    102 10 12.     (W)     SCALED    
 CC0872* NAVD 88     -       879.81   (meters)    2886.5    (feet)  RESET     
 CC0872  ___________________________________________________________________
 CC0872  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CC0872
 CC0872  VERT ORDER  -  THIRD
 CC0872
 CC0872.The horizontal coordinates were scaled from a topographic map and have
 CC0872.an estimated accuracy of +/- 6 seconds.
 CC0872
 CC0872.The orthometric height was computed from unverified reset data.
 CC0872
 CC0872.The geoid height was determined by GEOID03.
 CC0872
 CC0872;                    North         East    Units  Estimated Accuracy
 CC0872;SPC TX C     - 3,253,210.      526,340.      MT  (+/- 180 meters Scaled)
 CC0872
 CC0872                          SUPERSEDED SURVEY CONTROL
 CC0872
 CC0872  NGVD 29 (01/29/03)  879.42   (m)         2885.2    (f) RESET       3  
 CC0872
 CC0872.Superseded values are not recommended for survey control.
 CC0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0872.See file dsdata.txt to determine how the superseded data were derived.
 CC0872
 CC0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR675370(NAD 83)
 CC0872_MARKER: DH = HORIZONTAL CONTROL DISK
 CC0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0872_SP_SET: CONCRETE POST
 CC0872_STAMPING: SCAR 2 1982
 CC0872_MARK LOGO: NGS   
 CC0872_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0872+STABILITY: SURFACE MOTION
 CC0872
 CC0872  HISTORY     - Date     Condition        Report By
 CC0872  HISTORY     - 1982     MONUMENTED       NGS
 CC0872  HISTORY     - 19840530 GOOD             NGS
 CC0872
 CC0872                          STATION DESCRIPTION
 CC0872
 CC0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0872'2.88 KM (1.80 MI) SOUTHWEST ALONG THE NORTH FRONTAGE ROAD FROM THE
 CC0872'JUNCTION OF INTERSTATE 20 AND LOOP 250 ON THE WEST EDGE OF MIDLAND,
 CC0872'THEN 0.24 KM (0.15 MI) NORTH ON PAVED COUNTY ROAD, 24.69 M
 CC0872'(81.00 FT) NORTHEAST OF THE CENTER OF THE ROAD, 3.66 M (12.01 FT)
 CC0872'NORTHEAST OF A GAS PIPELINE, AND 0.46 M (1.51 FT) WEST OF A METAL
 CC0872'WITNESS POST.
 CC0872
 CC0872                          STATION RECOVERY (1984)
 CC0872
 CC0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CC0872'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) SOUTHWEST OF MIDLAND,
 CC0872'250 METERS (820.2 FT) NORTH OF INTERSTATE 20 AND ON THE EAST RIGHT OF
 CC0872'WAY OF A COUNTY ROAD THAT HAS JUST BEEN BUILT.  IT IS 3.8 KM (2.35 MI)
 CC0872'EAST OF THE MIDLAND-ODESSA REGIONAL AIRPORT.  TO REACH THE STATION
 CC0872'FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY LOOP 250,
 CC0872'ON THE WEST EDGE OF MIDLAND, GO WEST ON THE NORTH FRONTAGE ROAD OF THE
 CC0872'INTERSTATE FOR 2.88 KM (1.80 MI) TO A PAVED ROAD TO THE RIGHT.  TURN
 CC0872'RIGHT AND GO NORTHERLY ON THE COUNTY ROAD FOR 0.24 KM (0.15 MI) TO THE
 CC0872'STATION ON THE RIGHT.  THE STATION MARK, STAMPED---SCAR 2 1982---, IS
 CC0872'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 CC0872'THE GROUND.  IT IS 24.69 METERS (81.00 FT) NORTHEAST OF THE CENTER OF
 CC0872'THE ROAD, 3.66 METERS (12.01 FT) NORTHEAST OF A GAS PIPELINE AND 0.46
 CC0872'METER (1.51 FT) WEST OF A METAL WITNESS POST.  REFERENCE MARK 3,
 CC0872'STAMPED---SCAR 2 NO 3 1982---, IS A PRECAST DISK OF ALUMINUM SET IN
 CC0872'THE GROUND AND PROJECTS 0.1 METER.  (0.3 FT) IT IS 27.74 METERS (91.01
 CC0872'FT) NORTHEAST OF A PAVED ROAD, 7.32 METERS (24.02 FT) NORTHEAST OF THE
 CC0872'PIPELINE AND SET UNDER A POWER LINE.  REFERENCE MARK 4, STAMPED---SCAR
 CC0872'2 NO 4 1982---, IS A PRECAST ALUMINUM MARK SET IN THE GROUND AND
 CC0872'PROJECTS 0.1 METER. (0.3 FT) IT IS 24.99 METERS (81.99 FT) NORTHEAST
 CC0872'OF THE CENTER OF THE ROAD, 5.49 METERS (18.01 FT) NORTHEAST OF THE
 CC0872'PIPELINE, AND UNDER A POWER LINE.  REFERENCE MARK 5, STAMPED---SCAR 2
 CC0872'NO 5 1982---, IS A PRECAST ALUMINUM MARK SET IN THE GROUND AND
 CC0872'PROJECTS 0.1 METERS. (0.3 FT) IT IS 28.35 METERS (93.01 FT) NORTHEAST
 CC0872'OF THE CENTER OF THE ROAD AND 0.34 METER (1.12 FT) NORTHEAST OF A
 CC0872'WITNESS POST UNDER A POWER LINE.  PIPER SCAR RESET, STAMPED---SCAR
 CC0872'RESET 1984---, IS AN ALUMINUM DISK ABOUT 3-INCHES IN DIAMETER OF THE
 CC0872'PIPER SURVEYING COMPANY.  IT IS SET IN THE TOP OF A ROUND CONCRETE
 CC0872'MONUMENT AND IS FLUSH WITH THE GROUND.  IT IS SET IN THE LOCATION OF
 CC0872'OLD STATION SCAR.  THE MARK IS 236 METERS (774.3 FT) NORTH OF THE
 CC0872'FRONTAGE ROAD AND 24 METERS (78.7 FT) SOUTHWEST OF THE CENTER OF THE
 CC0872'COUNTY ROAD. AZIMUTH MARK, STAMPED---SCAR 1909 1969---, IS A STANDARD
 CC0872'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 CC0872'GROUND.  IT IS 9.14 METERS (29.99 FT) NORTH OF THE FRONTAGE ROAD
 CC0872'CENTERLINE, 0.30 METER (0.98 FT) SOUTH OF A FENCE AND 0.30 METER (0.98
 CC0872'FT) SOUTHWEST OF A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 CC0872'STATION, GO SOUTH ON THE COUNTY ROAD FOR 0.24 KM (0.15 MI) TO THE
 CC0872'JUNCTION WITH THE FRONTAGE ROAD.  TURN RIGHT AND GO WESTERLY OF THE
 CC0872'FRONTAGE ROAD FOR 0.32 KM (0.20 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0873 ***********************************************************************
 CC0873  DESIGNATION -  SCAR 2 RM 3
 CC0873  PID         -  CC0873
 CC0873  STATE/COUNTY-  TX/MIDLAND
 CC0873  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0873
 CC0873                         *CURRENT SURVEY CONTROL
 CC0873  ___________________________________________________________________
 CC0873* NAD 83(1986)-  31 56 16.     (N)    102 10 12.     (W)     SCALED    
 CC0873* NAVD 88     -       879.94   (meters)    2886.9    (feet)  RESET     
 CC0873  ___________________________________________________________________
 CC0873  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CC0873
 CC0873  VERT ORDER  -  THIRD
 CC0873
 CC0873.The horizontal coordinates were scaled from a topographic map and have
 CC0873.an estimated accuracy of +/- 6 seconds.
 CC0873
 CC0873.The orthometric height was computed from unverified reset data.
 CC0873
 CC0873.The geoid height was determined by GEOID03.
 CC0873
 CC0873;                    North         East    Units  Estimated Accuracy
 CC0873;SPC TX C     - 3,253,210.      526,340.      MT  (+/- 180 meters Scaled)
 CC0873
 CC0873                          SUPERSEDED SURVEY CONTROL
 CC0873
 CC0873  NGVD 29 (01/29/03)  879.56   (m)         2885.7    (f) RESET       3  
 CC0873
 CC0873.Superseded values are not recommended for survey control.
 CC0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0873.See file dsdata.txt to determine how the superseded data were derived.
 CC0873
 CC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR675370(NAD 83)
 CC0873_MARKER: DR = REFERENCE MARK DISK
 CC0873_SETTING: 0 = UNSPECIFIED SETTING
 CC0873_STAMPING: SCAR 2 RM 3 1982
 CC0873_MARK LOGO: NGS   
 CC0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0873
 CC0873  HISTORY     - Date     Condition        Report By
 CC0873  HISTORY     - 1982     MONUMENTED       NGS
 CC0873
 CC0873                          STATION DESCRIPTION
 CC0873
 CC0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0873'2.88 KM (1.80 MI) SOUTHWEST ALONG THE NORTH FRONTAGE ROAD FROM THE
 CC0873'JUNCTION OF INTERSTATE HIGHWAY 20 AND LOOP 250 ON THE WEST EDGE OF
 CC0873'MIDLAND, THEN 0.24 KM (0.15 MI) NORTH ON PAVED COUNTY ROAD, 27.74 M
 CC0873'(91.01 FT) NORTHEAST OF THE CENTER OF THE ROAD, 7.32 M (24.02 FT)
 CC0873'NORTHEAST OF THE PIPELINE AND SET UNDER A POWERLINE.  MARK IS A
 CC0873'PRECAST ALUMINUM REFERENCE MARK WITH AFFIXED DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0874 ***********************************************************************
 CC0874  DESIGNATION -  SCAR 2 RM 4
 CC0874  PID         -  CC0874
 CC0874  STATE/COUNTY-  TX/MIDLAND
 CC0874  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0874
 CC0874                         *CURRENT SURVEY CONTROL
 CC0874  ___________________________________________________________________
 CC0874* NAD 83(1986)-  31 56 16.     (N)    102 10 12.     (W)     SCALED    
 CC0874* NAVD 88     -       879.81   (meters)    2886.5    (feet)  RESET     
 CC0874  ___________________________________________________________________
 CC0874  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CC0874
 CC0874  VERT ORDER  -  THIRD
 CC0874
 CC0874.The horizontal coordinates were scaled from a topographic map and have
 CC0874.an estimated accuracy of +/- 6 seconds.
 CC0874
 CC0874.The orthometric height was computed from unverified reset data.
 CC0874
 CC0874.The geoid height was determined by GEOID03.
 CC0874
 CC0874;                    North         East    Units  Estimated Accuracy
 CC0874;SPC TX C     - 3,253,210.      526,340.      MT  (+/- 180 meters Scaled)
 CC0874
 CC0874                          SUPERSEDED SURVEY CONTROL
 CC0874
 CC0874  NGVD 29 (01/29/03)  879.42   (m)         2885.2    (f) RESET       3  
 CC0874
 CC0874.Superseded values are not recommended for survey control.
 CC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0874.See file dsdata.txt to determine how the superseded data were derived.
 CC0874
 CC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR675370(NAD 83)
 CC0874_MARKER: DR = REFERENCE MARK DISK
 CC0874_SETTING: 0 = UNSPECIFIED SETTING
 CC0874_STAMPING: SCAR 2 RM 4 1982
 CC0874_MARK LOGO: NGS   
 CC0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0874
 CC0874  HISTORY     - Date     Condition        Report By
 CC0874  HISTORY     - 1982     MONUMENTED       NGS
 CC0874
 CC0874                          STATION DESCRIPTION
 CC0874
 CC0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0874'2.88 KM (1.80 MI) SOUTHWEST ALONG THE NORTH FRONTAGE ROAD FROM THE
 CC0874'JUNCTION OF INTERSTATE HIGHWAY 20 AND LOOP 250 ON TH WEST EDGE OF
 CC0874'MIDLAND, THEN 0.24 KM (0.15 MI) NORTH ON PAVED COUNTY ROAD, 24.99 M
 CC0874'(81.99 FT) NORTHEAST OF THE CENTER OF THE ROAD, 5.49 M (18.01 FT)
 CC0874'NORTHEAST OF A PIPELINE AND UNDER A POWERLINE. MARK IS A PRECAST
 CC0874'ALUMINUM REFERENCE MARK WITH AFFIXED DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0771 ***********************************************************************
 AI0771  DESIGNATION -  SCAR RESET
 AI0771  PID         -  AI0771
 AI0771  STATE/COUNTY-  TX/MIDLAND
 AI0771  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 AI0771
 AI0771                         *CURRENT SURVEY CONTROL
 AI0771  ___________________________________________________________________
 AI0771* NAD 83(1993)-  31 56 14.70152(N)    102 10 14.90375(W)     ADJUSTED  
 AI0771* NAVD 88     -       880.     (meters)    2887.     (feet)  SCALED    
 AI0771  ___________________________________________________________________
 AI0771  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AI0771  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AI0771
 AI0771  HORZ ORDER  -  FIRST
 AI0771
 AI0771.The horizontal coordinates were established by classical geodetic methods
 AI0771.and adjusted by the National Geodetic Survey in February 1996..
 AI0771
 AI0771.The orthometric height was scaled from a topographic map.
 AI0771
 AI0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0771
 AI0771.The geoid height was determined by GEOID03.
 AI0771
 AI0771;                    North         East     Units Scale Factor Converg.
 AI0771;SPC TX C     - 3,253,172.388   526,258.846   MT  1.00001498   -0 56 47.1
 AI0771;SPC TX C     -10,673,116.41  1,726,567.56   sFT  1.00001498   -0 56 47.1
 AI0771;UTM  13      - 3,536,993.821   767,462.011   MT  1.00048233   +1 29 51.0
 AI0771
 AI0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0771!SPC TX C     -   0.99986561  x   1.00001498  =   0.99988059
 AI0771!UTM  13      -   0.99986561  x   1.00048233  =   1.00034788
 AI0771
 AI0771|---------------------------------------------------------------------|
 AI0771| PID    Reference Object                     Distance      Geod. Az  |
 AI0771|                                                           dddmmss.s |
 AI0771| CC0015 SCAR RM 1                            39.772 METERS 03724     |
 AI0771| CC0725 MIDLAND W MUNICIPAL TANK            APPROX. 8.1 KM 0465242.3 |
 AI0771| CC0722 MIDLAND COURTHOUSE FLAGPOLE         APPROX.11.2 KM 0530320.1 |
 AI0771| CI0427 SCAR RM                              38.161 METERS 09137     |
 AI0771| CC0016 SCAR RM 2                            42.924 METERS 11653     |
 AI0771| AI0721 SCAR AZ MK 2                                       1871604.3 |
 AI0771| CC0014 SCAR AZ MK                                         3445655.9 |
 AI0771|---------------------------------------------------------------------|
 AI0771
 AI0771                          SUPERSEDED SURVEY CONTROL
 AI0771
 AI0771  NAD 83(1986)-  31 56 14.70488(N)    102 10 14.89507(W) AD(       ) 1
 AI0771
 AI0771.Superseded values are not recommended for survey control.
 AI0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0771.See file dsdata.txt to determine how the superseded data were derived.
 AI0771
 AI0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR6746236994(NAD 83)
 AI0771_MARKER: DD = SURVEY DISK
 AI0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0771_STAMPING: SCAR RESET 1984
 AI0771_MARK LOGO: NONE  
 AI0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0771+STABILITY: SURFACE MOTION
 AI0771
 AI0771  HISTORY     - Date     Condition        Report By
 AI0771  HISTORY     - 1984     MONUMENTED       NGS
 AI0771
 AI0771                          STATION DESCRIPTION
 AI0771
 AI0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AI0771'THE STATION IS SET OVER THE UNDERGROUND DISK OF---SCAR---.  THE AREA
 AI0771'MAY BE EXCAVATED SOMETIME IN FUTURE.  STATION IS LOCATED 11.2 KM (6.95
 AI0771'MI) SOUTHWEST OF MIDLAND AND 3.8 KM (2.35 MI) EAST OF THE REGIONAL
 AI0771'AIRPORT.  TO REACH FROM INTERSTATE 20 AND LOOP 250 AT THE WEST EDGE OF
 AI0771'MIDLAND, GO WEST ON THE NORTH FRONTAGE ROAD FOR 2.88 KM (1.80 MI) TO A
 AI0771'PAVED ROAD RIGHT.  TURN RIGHT AND GO 0.24 KM (0.15 MI) TO STATION ON
 AI0771'LEFT.  PIPER SCAR RESET, STAMPED---SCAR RESET 1984---, IS A PIPER
 AI0771'COMPANY 3-INCH ALUMINUM DISK SET IN TOP OF A ROUND CONCRETE MONUMENT
 AI0771'FLUSH WITH THE GROUND.  IT IS 236 METERS (774.3 FT) NORTH OF THE
 AI0771'FRONTAGE ROAD AND 24 METERS (78.7 FT) WEST OF THE PAVED COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0792 ***********************************************************************
 CC0792  DESIGNATION -  SCARBOROUGH
 CC0792  PID         -  CC0792
 CC0792  STATE/COUNTY-  TX/WINKLER
 CC0792  USGS QUAD   -  CHEYENNE DRAW (1970)
 CC0792
 CC0792                         *CURRENT SURVEY CONTROL
 CC0792  ___________________________________________________________________
 CC0792* NAD 83(1993)-  31 52 42.98627(N)    103 17 58.42971(W)     ADJUSTED  
 CC0792* NAVD 88     -       904.7    (meters)    2968.     (feet)  VERTCON   
 CC0792  ___________________________________________________________________
 CC0792  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 CC0792  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CC0792
 CC0792  HORZ ORDER  -  SECOND
 CC0792
 CC0792.The horizontal coordinates were established by classical geodetic methods
 CC0792.and adjusted by the National Geodetic Survey in February 1996..
 CC0792
 CC0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0792
 CC0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0792
 CC0792.The geoid height was determined by GEOID03.
 CC0792
 CC0792;                    North         East     Units Scale Factor Converg.
 CC0792;SPC TX C     - 3,248,957.868   419,376.518   MT  0.99999873   -1 31 40.0
 CC0792;SPC TX C     -10,659,289.27  1,375,904.46   sFT  0.99999873   -1 31 40.0
 CC0792;UTM  13      - 3,528,241.041   660,837.061   MT  0.99991904   +0 53 53.6
 CC0792
 CC0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0792!SPC TX C     -   0.99986182  x   0.99999873  =   0.99986055
 CC0792!UTM  13      -   0.99986182  x   0.99991904  =   0.99978087
 CC0792
 CC0792:                Primary Azimuth Mark                     Grid Az
 CC0792:SPC TX C     -  SCARBOROUGH AZ MK                        045 31 47.3
 CC0792:UTM  13      -  SCARBOROUGH AZ MK                        043 06 13.7
 CC0792
 CC0792|---------------------------------------------------------------------|
 CC0792| PID    Reference Object                     Distance      Geod. Az  |
 CC0792|                                                           dddmmss.s |
 CC0792| CI0428 SCARBOROUGH AZ MK                                  0440007.3 |
 CC0792| CI0429 SCARBOROUGH RM 1                     39.213 METERS 06935     |
 CC0792| CC0778 FORT WORTH EL PASO AWY BCN 19       APPROX.41.2 KM 0991421.9 |
 CC0792| CC0780 WINK MUNICIPAL TANK                 APPROX.19.0 KM 1342308.6 |
 CC0792| CC0779 WINK HIGH SCHOOL STACK              APPROX.19.6 KM 1342610.6 |
 CC0792| CI0430 SCARBOROUGH RM 2                     32.147 METERS 16741     |
 CC0792| CC0793 FORT WORTH EL PASO AWY BCN 17       APPROX.12.5 KM 2063856.5 |
 CC0792| CC0794 EL PASO NATURAL GAS AERIAL TWR      APPROX.15.9 KM 2261636.0 |
 CC0792|---------------------------------------------------------------------|
 CC0792
 CC0792                          SUPERSEDED SURVEY CONTROL
 CC0792
 CC0792  NAD 83(1993)-  31 52 42.98890(N)    103 17 58.42620(W) AD(       ) 2
 CC0792  NAD 83(1986)-  31 52 42.98922(N)    103 17 58.42604(W) AD(       ) 2
 CC0792  NAD 27      -  31 52 42.52300(N)    103 17 56.79000(W) AD(       ) 2
 CC0792  NGVD 29 (07/19/86)  904.3    (m)         2967.     (f) VERT ANG       
 CC0792
 CC0792.Superseded values are not recommended for survey control.
 CC0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0792.See file dsdata.txt to determine how the superseded data were derived.
 CC0792
 CC0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR6083728241(NAD 83)
 CC0792_MARKER: DS = TRIANGULATION STATION DISK
 CC0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0792
 CC0792  HISTORY     - Date     Condition        Report By
 CC0792  HISTORY     - 1935     MONUMENTED       CGS
 CC0792  HISTORY     - 1938     MARK NOT FOUND   TXHD
 CC0792  HISTORY     - 1943     GOOD             CGS
 CC0792  HISTORY     - 1945     GOOD             CGS
 CC0792  HISTORY     - 1947     GOOD             PHILIP
 CC0792  HISTORY     - 1957     GOOD             CGS
 CC0792  HISTORY     - 1969     GOOD             USGS
 CC0792
 CC0792                          STATION DESCRIPTION
 CC0792
 CC0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0792'STATION IS LOCATED ABOUT 12 MILES NW OF WINK AND 2-1/2 MILES
 CC0792'WNW OF THE SCARBOROUGH RANCH.  IT IS ON THE HIGHEST POINT
 CC0792'OF A N-S RIDGE THAT IS SPARSELY COVERED WITH BRUSH.  (THERE
 CC0792'IS HIGHER GROUND TO THE N AND S AT A DISTANCE OF APPROXIMATELY
 CC0792'4 MILES).  THE STATION IS IN PASTURE LAND OWNED BY THE
 CC0792'SCARBOROUGH RANCH AND IS IN SEC. 4 (APPROXIMATELY), SCHOOL
 CC0792'BLOCK NO. 27.  MARK PROJECTS 10 INCHES AND IS 230 YARDS
 CC0792'S OF AN E-W FENCE AND 400 YARDS W OF A N-S FENCE.
 CC0792'
 CC0792'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CC0792'STANDARD BRONZE DISKS SET IN CONCRETE.
 CC0792'
 CC0792'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS ENE OF THE STATION.
 CC0792'
 CC0792'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS SSE OF THE STATION.
 CC0792'
 CC0792'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS NE OF THE STATION.
 CC0792'IT IS IN THE SW ANGLE OF THE T-INTERSECTION OF A N-S FENCE
 CC0792'AND AN E-W FENCE AND IS 100 FEET W OF A GATE WITH TALL IRON
 CC0792'POSTS IN THE ABOVE E-W FENCE.
 CC0792'
 CC0792'TO REACH STATION FROM THE CONOCO SERVICE STATION IN WINK,
 CC0792'GO N AND NE ON STATE HIGHWAY 115, 5.2 MILES TO A POINT WHERE
 CC0792'THE HIGHWAY TURNS SHARP RIGHT OR E.  LEAVE HIGWAY 115 AND
 CC0792'CONTINUE N ON TRACK ROAD BETWEEN POWER LINE ON THE LEFT AND
 CC0792'TELEPHONE LINE ON THE RIGHT 1.1 MILES.  HERE LEAVE THE POLE
 CC0792'LINES, TAKE LEFT FORK AND GO NW ON MAIN BLADED ROAD 5.2 MILES
 CC0792'TO A WHITE MAIL BOX AND CATTLE GUARD ON THE LEFT SIDE
 CC0792'OF THE ROAD, PASSING OVER CATTLE GUARDS AT 0.4 AND 2.5 MILES
 CC0792'AND A CROSS ROAD AT 3.7 MILES.  HERE LEAVE MAIN ROAD, PASS
 CC0792'OVER CATTLE GUARD AND GO IN A GENERAL SOUTHWESTERLY
 CC0792'DIRECTION ON MAIN ROAD 1.7 MILES TO A FORK.  TAKE THE RIGHT
 CC0792'FORK AND GO 0.6 MILE TO THE NE CORNER OF THE SCARBOROUGH
 CC0792'RANCH YARD.  HERE TAKE LEFT FORK, PASS OVER CATTLE GUARD,
 CC0792'AND GO IN A GENERAL NORTHWESTERLY DIRECTION ON PLAIN
 CC0792'ROAD 1.6 MILES TO A CROSSROADS WHICH IS 1/4 MILE SE OF
 CC0792'A GATE IN AN E-W FENCE.  HERE TURN SHARP LEFT AND GO S
 CC0792'ON STRAIGHT ROAD 0.7 MILE TO A DIM CROSSROADS.  HERE
 CC0792'LEAVE STRAIGHT ROAD, TURN RIGHT AND GO W AND NW ON DIM
 CC0792'ROAD 1.3 MILES TO A GATE IN AN E-W FENCE.  (THIS GATE
 CC0792'HAS A TALL IRON POST AND IS 100 FEET E OF THE
 CC0792'T-INTERSECTION OF FENCES IN THE SW ANGLE OF WHICH THE
 CC0792'AZIMUTH MARK IS SITUATED).  FROM THE GATE GO W 100 FEET
 CC0792'TO THE N-S FENCE.  TAKE DOWN FENCE AND GO SE ACROSS COUNTRY
 CC0792'0.25 MILE TO THE HIGHEST GROUND AND STATION.
 CC0792'
 CC0792'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CC0792
 CC0792                          STATION RECOVERY (1938)
 CC0792
 CC0792'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0792'STATION WAS NOT RECOVERED.
 CC0792
 CC0792                          STATION RECOVERY (1943)
 CC0792
 CC0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 CC0792'DESCRIPTION SUFFICES.  ALL MARKS RECOVERED AND IN GOOD
 CC0792'CONDITION.
 CC0792
 CC0792                          STATION RECOVERY (1945)
 CC0792
 CC0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0792'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION
 CC0792'AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCE TO
 CC0792'REFERENCE MARKS NOT CHECKED.
 CC0792
 CC0792                          STATION RECOVERY (1947)
 CC0792
 CC0792'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0792'STATION MARK, AZIMUTH MARK, AND BOTH REFERENCE MARKS RECOVERED
 CC0792'IN PERFECT CONDITION.  STATION MARK IS STAMPED SCARBOROUGH
 CC0792'1935.
 CC0792
 CC0792                          STATION RECOVERY (1957)
 CC0792
 CC0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 CC0792'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CC0792
 CC0792                          STATION RECOVERY (1969)
 CC0792
 CC0792'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JTD)
 CC0792'THE STATION IS LOCATED NORTH 82 DEG WEST ABOUT 10 MILES
 CC0792'AIRLINE FROM KERMIT, NORTH 56 DEG EAST ABOUT 21 MILES AIRLINE
 CC0792'FROM MENTONE.  ON THE HALEY RANCH.  6.5 FEET SOUTHEAST OF A
 CC0792'USC AND GS WITNESS SIGN MOUNTED ON A METAL POST.  21 FEET
 CC0792'NORTH OF ROAD.
 CC0792'
 CC0792'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CC0792'115 AND 302 (2 MILES SOUTHWEST OF KERMIT), GO WEST ON STATE
 CC0792'HIGHWAY 302 FOR 7.2 MILES TO A PAVED ROAD NORTH-NORTHEAST,
 CC0792'THEN NORTH-NORTHEAST ON PAVED ROAD FOR 1.6 MILES TO ROAD
 CC0792'FORK.  TAKE RIGHT FORK FOR 0.6 MILE TO A DIM ROAD FORK NORTHWEST.
 CC0792'THEN NORTHWEST ON DIM ROAD ABOUT 150 FEET TO ROAD FORK.  TAKE
 CC0792'RIGHT FORK 0.4 MILE TO GATE.  GO THROUGH GATE AND NORTH FOR
 CC0792'0.7 MILE TO SECOND GATE.  PASS THROUGH GATE AND FOLLOW MAIN
 CC0792'ROAD NORTH FOR 1.65 MILES TO A ROAD FORK JUST EAST OF A
 CC0792'WINDMILL.  TAKE LEFT FORK NORTH FOR 0.45 MILE TO ROAD FORK,
 CC0792'THENCE TAKE RIGHT FORK NORTH FOR 0.9 MILE TO SHARP BEND
 CC0792'EAST.  CONTINUE EAST FOR 0.7 MILE TO TOP OF HILL AND STATION
 CC0792'SITE.
 CC0792'
 CC0792'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE
 CC0792'POST THAT PROJECTS 0.7 FOOT.  THE DISK IS STAMPED SCARBOROUGH
 CC0792'1935.
 CC0792'
 CC0792'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK
 CC0792'DISK SET IN A CONCRETE POST THAT PROJECTS 0.4 FOOT.  THE
 CC0792'DISK IS STAMPED SCARBOROUGH NO. 1 1935.
 CC0792'
 CC0792'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK
 CC0792'SET IN A CONCRETE POST THAT PROJECTS 0.4 FOOT.  THE DISK
 CC0792'IS STAMPED SCARBOROUGH NO. 2 1935.
 CC0792'
 CC0792'AZIMUTH MARK--A USC AND GS AZIMUTH MARK DISK SET IN A CONCRETE
 CC0792'POST THAT PROJECTS 0.5 FOOT.  THE DISK IS STAMPED SCARBOROUGH
 CC0792'AZIMUTH 1935.  THE MARK IS ABOUT 0.3 MILE NORTHEAST OF THE
 CC0792'STATION AND ON THE SOUTHWEST SIDE OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2001 ***********************************************************************
 FL2001  DESIGNATION -  SCHAFFER
 FL2001  PID         -  FL2001
 FL2001  STATE/COUNTY-  TX/GRAY
 FL2001  USGS QUAD   -  JERICHO (1964)
 FL2001
 FL2001                         *CURRENT SURVEY CONTROL
 FL2001  ___________________________________________________________________
 FL2001* NAD 83(1993)-  35 13 33.80510(N)    100 58 28.83053(W)     ADJUSTED  
 FL2001* NAVD 88     -       984.     (meters)    3228.     (feet)  SCALED    
 FL2001  ___________________________________________________________________
 FL2001  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 FL2001  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL2001
 FL2001  HORZ ORDER  -  SECOND
 FL2001
 FL2001.The horizontal coordinates were established by classical geodetic methods
 FL2001.and adjusted by the National Geodetic Survey in February 1996..
 FL2001
 FL2001.The orthometric height was scaled from a topographic map.
 FL2001
 FL2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2001
 FL2001.The geoid height was determined by GEOID03.
 FL2001
 FL2001;                    North         East     Units Scale Factor Converg.
 FL2001;SPC TX N     - 1,136,141.616   247,819.462   MT  0.99991645   +0 18 16.0
 FL2001;SPC TX N     - 3,727,491.29    813,054.35   sFT  0.99991645   +0 18 16.0
 FL2001;UTM  14      - 3,899,899.037   320,292.587   MT  0.99999801   -1 08 21.5
 FL2001
 FL2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2001!SPC TX N     -   0.99984963  x   0.99991645  =   0.99976610
 FL2001!UTM  14      -   0.99984963  x   0.99999801  =   0.99984764
 FL2001
 FL2001:                Primary Azimuth Mark                     Grid Az
 FL2001:SPC TX N     -  SCHAFFER AZ MK                           003 11 53.6
 FL2001:UTM  14      -  SCHAFFER AZ MK                           004 38 31.1
 FL2001
 FL2001|---------------------------------------------------------------------|
 FL2001| PID    Reference Object                     Distance      Geod. Az  |
 FL2001|                                                           dddmmss.s |
 FL2001| CL3984 SCHAFFER AZ MK                                     0033009.6 |
 FL2001| CL3985 SCHAFFER RM 1                        21.653 METERS 18552     |
 FL2001| FL1709 BOYDSTON FRAISER ELEVATOR           APPROX. 6.0 KM 2170537.3 |
 FL2001| FL1711 BOYDSTON GROOM WHEAT GROW ELEV      APPROX. 6.1 KM 2183931.2 |
 FL2001| FL2000 AMARILLO ST LOUIS AWY BCN 3         APPROX. 1.2 KM 2610428.5 |
 FL2001| CL3986 SCHAFFER RM 2                        31.704 METERS 27151     |
 FL2001|---------------------------------------------------------------------|
 FL2001
 FL2001                          SUPERSEDED SURVEY CONTROL
 FL2001
 FL2001  NAD 83(1993)-  35 13 33.80761(N)    100 58 28.82854(W) AD(       ) 2
 FL2001  NAD 83(1986)-  35 13 33.81081(N)    100 58 28.82136(W) AD(       ) 2
 FL2001  NAD 27      -  35 13 33.63300(N)    100 58 27.28500(W) AD(       ) 2
 FL2001
 FL2001.Superseded values are not recommended for survey control.
 FL2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2001.See file dsdata.txt to determine how the superseded data were derived.
 FL2001
 FL2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2029399899(NAD 83)
 FL2001_MARKER: DS = TRIANGULATION STATION DISK
 FL2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2001
 FL2001  HISTORY     - Date     Condition        Report By
 FL2001  HISTORY     - 1951     MONUMENTED       CGS
 FL2001  HISTORY     - 1953     GOOD             USGS
 FL2001  HISTORY     - 1956     GOOD             CGS
 FL2001
 FL2001                          STATION DESCRIPTION
 FL2001
 FL2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2001'THE STATION IS LOCATED IN A SMALL FENCED-IN PLOT OF GROUND
 FL2001'THAT WAS THE SCHOOL YARD OF THE SCHAFFER SCHOOL.  IT IS ABOUT
 FL2001'20.5 MILES AIR LINE SOUTH OF PAMPA, 5.5 MILES AIR LINE NORTHWEST
 FL2001'OF JERICHO POST OFFICE AND 100 FEET EAST OF STATE HIGHWAY 70.
 FL2001'THE MARK IS A BRONZE DISK STAMPED SCHAFFER 1951 AND IS SET
 FL2001'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL2001'
 FL2001'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF AN EAST-WEST FENCE.
 FL2001'THE MARK IS A BRONZE DISK STAMPED SCHAFFER NO 1 1951 AND IS
 FL2001'SET IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 FL2001'
 FL2001'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 FL2001'THE MARK IS A BRONZE DISK STAMPED SCHAFFER NO 2 1951 AND IS
 FL2001'SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 FL2001'
 FL2001'THE AZIMUTH MARK IS LOCATED ON THE RIGHT-OF-WAY OF HIGHWAY 70
 FL2001'WHERE THE ROAD MAKES A SLIGHT CURVE TO THE WEST, 250 FEET EAST
 FL2001'OF THE HIGHWAY, AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 FL2001'MARK IS A BRONZE DISK STAMPED SCHAFFER 1951 AND IS SET IN A
 FL2001'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL2001'
 FL2001'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 FL2001'OF U.S. HIGHWAY 60 AND STATE HIGHWAY 70 AT THE SOUTHWEST SIDE
 FL2001'OF PAMPA, GO SOUTH ON HIGHWAY 70 FOR 20.3 MILES TO THE AZIMUTH
 FL2001'MARK ON THE LEFT, CONTINUE SOUTH ON THE HIGHWAY FOR 1.0 MILE
 FL2001'TO THE STATION ON THE LEFT AS DESCRIBED.
 FL2001
 FL2001                          STATION RECOVERY (1953)
 FL2001
 FL2001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL2001'STATION RECOVERED IN GOOD CONDITION.  STAMPING ON STATION IS
 FL2001'SHAFFER NOT SCHAFFER AS DESCRIBED.
 FL2001
 FL2001                          STATION RECOVERY (1956)
 FL2001
 FL2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2001'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL2001'IN GOOD CONDITION AS DESCRIBED.  NO EFFORT MADE TO RECOVER
 FL2001'AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 FL2001'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0789 ***********************************************************************
 CV0789  DESIGNATION -  SCHARBAUER
 CV0789  PID         -  CV0789
 CV0789  STATE/COUNTY-  TX/ANDREWS
 CV0789  USGS QUAD   -  SCHARBAUER RANCH (1966)
 CV0789
 CV0789                         *CURRENT SURVEY CONTROL
 CV0789  ___________________________________________________________________
 CV0789* NAD 83(1993)-  32 24 51.86098(N)    102 13 30.38077(W)     ADJUSTED  
 CV0789* NAVD 88     -       903.7    (meters)    2965.     (feet)  VERTCON   
 CV0789  ___________________________________________________________________
 CV0789  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 CV0789  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CV0789
 CV0789  HORZ ORDER  -  SECOND
 CV0789
 CV0789.The horizontal coordinates were established by classical geodetic methods
 CV0789.and adjusted by the National Geodetic Survey in February 1996..
 CV0789
 CV0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0789
 CV0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0789
 CV0789.The geoid height was determined by GEOID03.
 CV0789
 CV0789;                    North         East     Units Scale Factor Converg.
 CV0789;SPC TXNC     - 2,089,129.202   249,691.977   MT  0.99993402   -2 01 53.9
 CV0789;SPC TXNC     - 6,854,084.72    819,197.76   sFT  0.99993402   -2 01 53.9
 CV0789;UTM  13      - 3,589,759.983   760,961.590   MT  1.00043987   +1 29 17.9
 CV0789
 CV0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0789!SPC TXNC     -   0.99986194  x   0.99993402  =   0.99979597
 CV0789!UTM  13      -   0.99986194  x   1.00043987  =   1.00030175
 CV0789
 CV0789:                Primary Azimuth Mark                     Grid Az
 CV0789:SPC TXNC     -  SCHARBAUER AZ MK                         061 34 34.8
 CV0789:UTM  13      -  SCHARBAUER AZ MK                         058 03 23.0
 CV0789
 CV0789|---------------------------------------------------------------------|
 CV0789| PID    Reference Object                     Distance      Geod. Az  |
 CV0789|                                                           dddmmss.s |
 CV0789| CI0432 SCHARBAUER AZ MK                                   0593240.9 |
 CV0789| CI0433 SCHARBAUER RM 1                      26.485 METERS 15529     |
 CV0789| CI0434 SCHARBAUER RM 2                      24.995 METERS 25623     |
 CV0789|---------------------------------------------------------------------|
 CV0789
 CV0789                          SUPERSEDED SURVEY CONTROL
 CV0789
 CV0789  NAD 83(1986)-  32 24 51.86889(N)    102 13 30.37311(W) AD(       ) 2
 CV0789  NAD 27      -  32 24 51.48600(N)    102 13 28.81700(W) AD(       ) 2
 CV0789  NGVD 29 (07/19/86)  903.3    (m)         2964.     (f) VERT ANG       
 CV0789
 CV0789.Superseded values are not recommended for survey control.
 CV0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0789.See file dsdata.txt to determine how the superseded data were derived.
 CV0789
 CV0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR6096289760(NAD 83)
 CV0789_MARKER: DS = TRIANGULATION STATION DISK
 CV0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0789
 CV0789  HISTORY     - Date     Condition        Report By
 CV0789  HISTORY     - 1935     MONUMENTED       CGS
 CV0789  HISTORY     - 1938     GOOD             TXHD
 CV0789  HISTORY     - 1970     GOOD             NGS
 CV0789
 CV0789                          STATION DESCRIPTION
 CV0789
 CV0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0789'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32102-2, STATION 1009.
 CV0789
 CV0789                          STATION RECOVERY (1938)
 CV0789
 CV0789'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0789'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CV0789'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CV0789
 CV0789                          STATION RECOVERY (1970)
 CV0789
 CV0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CV0789'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 CV0789'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CV0789'
 CV0789'A NEW DESCRIPTION FOLLOWS--
 CV0789'
 CV0789'THE STATION IS LOCATED ON A HIGH RIDGE IN PASTURE LAND LEASED BY
 CV0789'MR. ARNOLD P. SCHARBAUER OF MIDLAND.  IT IS ABOUT 29 MILES
 CV0789'NORTH-NORTHWEST OF MIDLAND, 15 MILES SOUTHWEST OF PATRICIA,
 CV0789'3-1/2 MILES SOUTHWEST OF THE SCHARBAUER RANCH BUILDINGS, 3/4
 CV0789'MILE SOUTH OF MUSTANG CREEK, 0.45 MILE WEST OF A NORTH-SOUTH
 CV0789'FENCE LINE, AND 0.3 MILE SOUTH OF A SINGLE POLE POWER LINE -
 CV0789'ALSO ABOUT 0.7 MILE SOUTHWEST OF THE KELTON-SCHARBAUER WINDMILL
 CV0789'MENTIONED IN THE 1935 DESCRIPTION.
 CV0789'
 CV0789'THE STATION MARK IS A STANDARD DISK STAMPED SCHARBAUER 1935, SET
 CV0789'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT IS
 CV0789'4.2 FEET WEST OF A METAL WITNESS POST.
 CV0789'
 CV0789'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SCHARBAUER NO 1
 CV0789'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CV0789'IT IS 2.0 FEET NORTH OF A METAL WITNESS POST.
 CV0789'
 CV0789'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SCHARBAUER NO
 CV0789'2 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 CV0789'IT IS 1.5 FEET EAST OF A METAL WITNESS POST.
 CV0789'
 CV0789'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED SCHARBAUER
 CV0789'AZIMUTH 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CV0789'8-INCHES.  IT IS 45 FEET EAST OF CENTER OF TRACK ROAD (BULLDOZED),
 CV0789'1.6 FEET SOUTH OF A METAL WITNESS POST, AND 1.4 FEET WEST OF A
 CV0789'NORTH-SOUTH FENCE LINE.
 CV0789'
 CV0789'THE MIDLAND, WATER SUPPLY RESERVOIR IS ROUND CONCRETE TANK
 CV0789'WITH A DOME ROOF, IT IS 125 FEET IN DIAMETER AND 35 FEET IN
 CV0789'HEIGHT, THE POINT OBSERVED WAS THE VENTILATOR AT THE TOP CENTER.
 CV0789'
 CV0789'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CV0789'349 AND 115 IN PATRICIA, GO SOUTHWEST ON HIGHWAY 115 FOR 15.15
 CV0789'MILES TO A CATTLE GUARD PAINTED ORANGE AND BLACK ON THE LEFT, TURN
 CV0789'LEFT ACROSS CATTLE GUARD AND FOLLOW GRADED RANCH ROAD SOUTH
 CV0789'FOR 2.15 MILES TO A Y FORK, FOLLOW LEFT FORK SOUTHEASTERLY
 CV0789'FOR 4.4 MILES TO THE SCHARBAUER RANCH BUILDINGS ON THE LEFT,
 CV0789'FOLLOW GRADED ROAD SOUTH 0.45 MILE TO A CATTLE GUARD ON THE
 CV0789'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A BULL-DOZED ROAD
 CV0789'TO THE RIGHT, TURN RIGHT AND GO WESTERLY, PARALLEL WITH AN
 CV0789'EAST-WEST SINGLE POLE POWER LINE, PASSING A WINDMILL ON THE LEFT
 CV0789'AT 0.2 MILE, FOLLOW THIS ROAD UP ONTO A HILL AND CONTINUE
 CV0789'WESTERLY FOR 2.35 MILES, CROSSING UNDER THE POWER LINE TWICE,
 CV0789'TO THE KELTON-SCHARBAUER WINDMILL, A WOOD FRAME MILL
 CV0789'SET IN A NORTH-SOUTH FENCE LINE JUST SOUTH OF AN IRON GATE, AND
 CV0789'JUST NORTH OF THE POWER LINE, GO THRU THE GATE AND CONTINUE
 CV0789'WEST ABOUT 50 FEET, THEN TURN LEFT AND FOLLOW BULLDOZED ROAD
 CV0789'SOUTH FOR 0.35 MILE TO TOP OF HILL AND THE AZIMUTH MARK ON
 CV0789'THE LEFT AS DESCRIBED, TURN RIGHT OFF THE ROAD AND DRIVE
 CV0789'WESTERLY ACROSS THE PASTURE FOR 0.45 MILE TO THE HIGHEST
 CV0789'PART OF RIDGE AND THE STATION.
 CV0789'
 CV0789'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15
 CV0789'MILES SW OF PATRICIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0835 ***********************************************************************
 BP0835  DESIGNATION -  SCHAUER
 BP0835  PID         -  BP0835
 BP0835  STATE/COUNTY-  TX/TERRELL
 BP0835  USGS QUAD   -  CONTINENTAL RANCH (1969)
 BP0835
 BP0835                         *CURRENT SURVEY CONTROL
 BP0835  ___________________________________________________________________
 BP0835* NAD 83(1993)-  30 16 05.42790(N)    102 07 07.65095(W)     ADJUSTED  
 BP0835* NAVD 88     -       827.1    (meters)    2714.     (feet)  VERTCON   
 BP0835  ___________________________________________________________________
 BP0835  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 BP0835  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 BP0835
 BP0835  HORZ ORDER  -  SECOND
 BP0835
 BP0835.The horizontal coordinates were established by classical geodetic methods
 BP0835.and adjusted by the National Geodetic Survey in February 1996..
 BP0835
 BP0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0835
 BP0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0835
 BP0835.The geoid height was determined by GEOID03.
 BP0835
 BP0835;                    North         East     Units Scale Factor Converg.
 BP0835;SPC TXSC     - 4,273,857.582   299,928.623   MT  0.99999566   -1 31 40.6
 BP0835;SPC TXSC     -14,021,814.42    984,015.82   sFT  0.99999566   -1 31 40.6
 BP0835;UTM  13      - 3,352,016.713   777,193.534   MT  1.00054804   +1 27 11.5
 BP0835
 BP0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0835!SPC TXSC     -   0.99987375  x   0.99999566  =   0.99986941
 BP0835!UTM  13      -   0.99987375  x   1.00054804  =   1.00042172
 BP0835
 BP0835|---------------------------------------------------------------------|
 BP0835| PID    Reference Object                     Distance      Geod. Az  |
 BP0835|                                                           dddmmss.s |
 BP0835| CI0436 SCHAUER RM 1                          7.857 METERS 04524     |
 BP0835| CI0435 SCHAUER AZ MK                                      1222808.7 |
 BP0835| CI0437 SCHAUER RM 2                          7.408 METERS 17546     |
 BP0835|---------------------------------------------------------------------|
 BP0835
 BP0835                          SUPERSEDED SURVEY CONTROL
 BP0835
 BP0835  NAD 83(1986)-  30 16 05.41264(N)    102 07 07.67897(W) AD(       ) 2
 BP0835  NAD 27      -  30 16 04.75300(N)    102 07 06.20100(W) AD(       ) 2
 BP0835  NGVD 29 (07/19/86)  826.9    (m)         2713.     (f) VERT ANG       
 BP0835
 BP0835.Superseded values are not recommended for survey control.
 BP0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0835.See file dsdata.txt to determine how the superseded data were derived.
 BP0835
 BP0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7719452017(NAD 83)
 BP0835_MARKER: DS = TRIANGULATION STATION DISK
 BP0835_SETTING: 66 = SET IN ROCK OUTCROP
 BP0835
 BP0835  HISTORY     - Date     Condition        Report By
 BP0835  HISTORY     - 1935     MONUMENTED       CGS
 BP0835  HISTORY     - 1969     GOOD             CGS
 BP0835
 BP0835                          STATION DESCRIPTION
 BP0835
 BP0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0835'THIS STATION IS ABOUT 15 MILES N OF DRYDEN, ON A HIGH, ROCKY,
 BP0835'SE-NW RIDGE, WHICH IS HIGHER TO THE NW, 5 MILES W OF THE
 BP0835'SHEFFIELD-DRYDEN HIGHWAY, ABOUT 1 MILE AND 211 DEG MAGNETIC
 BP0835'FROM A WINDMILL, ABOUT 3/4 MILE AND 346 DEG MAGNETIC FROM CHARLES
 BP0835'SCHAUERS RANCH BUILDINGS, AND 0.4 MILE W OF A N AND S FENCE
 BP0835'LINE.
 BP0835'
 BP0835'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 BP0835'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BP0835'
 BP0835'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BP0835'
 BP0835'REFERENCE MARK NO. 1 IS NNE OF THE STATION.
 BP0835'
 BP0835'REFERENCE MARK NO. 2 IS SSE OF THE STATION.
 BP0835'
 BP0835'THE AZIMUTH MARK IS SE OF THE STATION AND PROJECTS 8 INCHES.
 BP0835'IT IS LOCATED ON A LOWER RIDGE EXTENDING SE FROM THE RIDGE
 BP0835'THE STATION IS ON, 1 FOOT W OF A FENCE.
 BP0835'
 BP0835'THE STATION IS REACHED FROM THE POST OFFICE IN SHEFFIELD,
 BP0835'BY DRIVING W ON U.S. HIGHWAY 290 FOR 0.3 MILE.  AT A POINT 100
 BP0835'YARDS N OF WHERE U.S. HIGHWAY 290 TURNS N, AND 10 YARDS S OF A
 BP0835'GRAVEL PILE, LEAVE U.S. HIGHWAY 290, TURN LEFT OR W ON A
 BP0835'GRADED ROAD, AND GO 3.8 MILES, CROSS A CATTLE GUARD AND TAKE A
 BP0835'LEFT FORK SOUTHERLY ON THE MAIN ROAD FOR 4.2 MILES, THEN THE
 BP0835'LEFT FORK, CROSS A CATTLE GUARD, THEN TAKE THE MAIN RIGHT FORK
 BP0835'SOUTHERLY FOR 0.5 MILE.  TAKE THE MAIN RIGHT FORK STRAIGHT
 BP0835'AHEAD AT A SIGN TO HICKS RANCH, AND CONTINUE SOUTHWESTERLY
 BP0835'ON THE GRADED ROAD FOR 6.6 MILES.  TAKE THE LEFT FORK AT A
 BP0835'SIGN TO SANDERSON AND DRYDEN, (THE RIGHT FORK IS THE TURN-OFF
 BP0835'TO SANDERSON) AND GO 0.4 MILE.  THERE IS A ROAD COMING
 BP0835'IN FROM THE RIGHT, BUT CONTINUE ON THE MAIN GRADED ROAD,
 BP0835'SOUTHERLY, FOR 5.4 MILES, THEN THE RIGHT FORK ACROSS
 BP0835'INDEPENDENCE DRAW AND FOLLOW THE GRADED ROAD
 BP0835'SOUTHEASTERLY, SOUTHERLY AND WESTERLY FOR 7.1 MILES.  CROSS A
 BP0835'CATTLE GUARD AND TAKE THE LEFT FORK SOUTHERLY, PAST A LONE
 BP0835'WINDMILL, AND GO 1.8 MILES.  AT A MAIL BOX WITH NAME SCOTT,
 BP0835'100 YARDS S OF A CATTLE GUARD, CONTINUE STRAIGHT AHEAD,
 BP0835'SOUTHERLY, ON THE LEFT FORK FOR 1.3 MILES.  HERE IS A SIDE
 BP0835'ROAD TO THE LEFT, CONTINUE STRAIGHT AHEAD, SOUTHERLY,
 BP0835'FOR 0.9 MILE TO THREE MAIL BOXES AND A CATTLE GUARD AT THE TOP
 BP0835'OF A DIVIDE (ONE OF THE MAIL BOXES BEARS THE NAME OF
 BP0835'GOODE).  CONTINUE STRAIGHT AHEAD, SOUTHERLY, ON THE MAIN-GRADED
 BP0835'ROAD FOR 6.2 MILES, PASSING UNDER A TELEPHONE LINE AT 3.3
 BP0835'MILES, TO A LARGE PINK MAIL BOX WITH A FURNITURE SIGN ON IT.
 BP0835'A GRADED ROAD GOES TO THE LEFT HERE, CONTINUE STRAIGHT AHEAD
 BP0835'ON THE RIGHT FORK, SOUTHERLY FOR 6.2 MILES.  JUST AFTER CROSSING
 BP0835'A CATTLE GUARD LEAVE THE MAIN GRADED ROAD, TURN RIGHT AND
 BP0835'GO NORTHWESTERLY ON A PLAIN TRACK ROAD FOR 0.5 MILE TO FOGARTYS
 BP0835'RANCH BUILDINGS, THEN GO W ON THE MAIN TRACK ROAD FOR 2.2
 BP0835'MILES, PASSING THROUGH A BOARD GATE AT 1.4 MILES, THEN THE
 BP0835'LEFT FORK, PASSING TO THE LEFT OF A DIRT TANK, AND CONTINUE
 BP0835'WESTERLY UP A DRAW FOR 1.5 MILES, (PASSING THROUGH A RED
 BP0835'BOARD GATE AT 0.1 MILE).  AT THE TOP OF A DIVIDE LEAVE THE
 BP0835'TRACK ROAD AND DRIVE NORTHERLY AND NORTHWESTERLY ALONG THE TOP
 BP0835'OF THE MAIN RIDGE FOR 1.0 MILE TO A FENCE THAT CROSSES
 BP0835'THE DIVIDE.  CROSS THE FENCE AND CONTINUE NORTHWESTERLY
 BP0835'ALONG THE TOP OF THE RIDGE FOR 0.4 MILE, (KEEPING TO THE
 BP0835'HIGHEST PART OF THE RIDGE), TO THE TOP OF THE FIRST PROMINENT
 BP0835'RISE NW OF THE FENCE LINE AND THE STATION.
 BP0835'
 BP0835'THE LAST 1.4 MILES OF TRAVEL IS VERY ROCKY BUT WITH SPECIAL CARE
 BP0835'A TRUCK CAN BE DRIVEN TO THE STATION.
 BP0835'
 BP0835'ALL OF THE OBJECTS ARE VISIBLE FROM THE GROUND.
 BP0835'
 BP0835'HEIGHT OF LIGHT ABOVE STATION MARK - 1.31 METERS.
 BP0835
 BP0835                          STATION RECOVERY (1969)
 BP0835
 BP0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JTD)
 BP0835'STATION MARK AND REFERENCE MARK 1 FOUND IN GOOD CONDITION.
 BP0835'THE CEMENT AROUND REFERENCE MARK 2 IS GONE AND THE TABLET SET
 BP0835'ABOUT ONE INCH ABOVE THE BEDROCK BUT IS STILL SOLID.  AZIMUTH
 BP0835'MARK NOT VISITED BUT OWNER OF PROPERTY SAID IT IS IN GOOD
 BP0835'CONDITION.
 BP0835'
 BP0835'NEW TO REACH IS AS FOLLOWS--TO REACH THE STATION FROM JUNCTION
 BP0835'OF U.S. HWY 90 AND STATE HWY 349 IN DRYDEN, TEXAS GO NNE ON
 BP0835'STATE HWY 349 FOR 11.6 MILES TO A DIRT ROAD W.  TAKE ROAD W
 BP0835'FOR 0.8 MILE TO A ROAD FORK JUST S OF A CATTLE GUARD, TAKE
 BP0835'RIGHT FORK (N) FOR 0.5 MILE TO A ROAD FORK, THEN LEFT (NW)
 BP0835'KEEPING ON MAIN ROAD FOR 5.7 MILES TO THE JACK RIGGS RANCH
 BP0835'HOUSE.  FROM HOUSE GO W FOR 0.3 MILE TO ROAD FORK, THE RIGHT
 BP0835'(NW) KEEPING ON MAIN ROAD FOR 1.3 MILES TO ROAD FORK.  TAKE
 BP0835'RIGHT FORK FOR ABOUT 50 FEET TO GATE.  PASS THROUGH GATE
 BP0835'AND FOLLOW DIM ROAD (NE) FOR 0.2 MILE TO ROAD FORK,
 BP0835'THEN RIGHT (E) FOR 0.9 MILE.  AT THIS POINT LEAVE ROAD
 BP0835'AND DRIVE S ACROSS COUNTRY FOR 0.15 MILE TO SADDLE.  CONTINUE
 BP0835'ON SSE FOR 0.25 MILE TO SUMMIT OF RIDGE.  THEN EAST ALONG
 BP0835'RIDGE FOR 0.55 MILE TO STATION SITE.
 BP0835'
 BP0835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DRYDEN, 15
 BP0835'MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1375 ***********************************************************************
 GL1375  DESIGNATION -  SCHELLENBERG
 GL1375  PID         -  GL1375
 GL1375  STATE/COUNTY-  TX/DALLAM
 GL1375  USGS QUAD   -  COLDWATER EAST (1973)
 GL1375
 GL1375                         *CURRENT SURVEY CONTROL
 GL1375  ___________________________________________________________________
 GL1375* NAD 83(1993)-  36 29 00.30718(N)    102 37 01.47252(W)     ADJUSTED  
 GL1375* NAVD 88     -      1290.70   (+/-2cm)    4234.6    (feet)  VERTCON   
 GL1375  ___________________________________________________________________
 GL1375  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 GL1375  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 GL1375
 GL1375  HORZ ORDER  -  FIRST
 GL1375  VERT ORDER  -  THIRD ? (See Below)
 GL1375
 GL1375.The horizontal coordinates were established by classical geodetic methods
 GL1375.and adjusted by the National Geodetic Survey in February 1996..
 GL1375
 GL1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1375.The vertical order pertains to the NGVD 29 superseded value.
 GL1375
 GL1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1375
 GL1375.The geoid height was determined by GEOID03.
 GL1375
 GL1375;                    North         East     Units Scale Factor Converg.
 GL1375;SPC TX N     - 1,276,086.779    99,892.364   MT  1.00008381   -0 38 50.6
 GL1375;SPC TX N     - 4,186,628.04    327,730.20   sFT  1.00008381   -0 38 50.6
 GL1375;SPC OK N     -   174,427.255   186,435.167   MT  0.99996057   -2 43 29.1
 GL1375;SPC OK N     -   572,266.75    611,662.71   sFT  0.99996057   -2 43 29.1
 GL1375;UTM  13      - 4,040,209.105   713,467.095   MT  1.00016146   +1 25 02.6
 GL1375
 GL1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1375!SPC TX N     -   0.99980120  x   1.00008381  =   0.99988500
 GL1375!SPC OK N     -   0.99980120  x   0.99996057  =   0.99976178
 GL1375!UTM  13      -   0.99980120  x   1.00016146  =   0.99996263
 GL1375
 GL1375|---------------------------------------------------------------------|
 GL1375| PID    Reference Object                     Distance      Geod. Az  |
 GL1375|                                                           dddmmss.s |
 GL1375| CN3372 SCHELLENBERG RM 2 AZIMUTH                          08013     |
 GL1375| GL1378 SKELETON                            APPROX.13.3 KM 1785919.1 |
 GL1375| CN3371 SCHELLENBERG RM 1                    30.402 METERS 19023     |
 GL1375| GL1442 RABBIT EAR BUTTE N MOST PEAK        APPROX.49.8 KM 2755957.9 |
 GL1375| CN3373 SCHELLENBERG RM 3                    44.443 METERS 28917     |
 GL1375|---------------------------------------------------------------------|
 GL1375
 GL1375                          SUPERSEDED SURVEY CONTROL
 GL1375
 GL1375  NAD 83(1993)-  36 29 00.30715(N)    102 37 01.47259(W) AD(       ) 1
 GL1375  NAD 83(1993)-  36 29 00.31677(N)    102 37 01.46855(W) AD(       ) 1
 GL1375  NAD 83(1986)-  36 29 00.31877(N)    102 37 01.46557(W) AD(       ) 1
 GL1375  NAD 27      -  36 29 00.22400(N)    102 36 59.78400(W) AD(       ) 1
 GL1375  NGVD 29 (07/19/86) 1290.11   (m)         4232.6    (f) LEVELING    3  
 GL1375
 GL1375.Superseded values are not recommended for survey control.
 GL1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1375.See file dsdata.txt to determine how the superseded data were derived.
 GL1375
 GL1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1346740209(NAD 83)
 GL1375_MARKER: DS = TRIANGULATION STATION DISK
 GL1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1375
 GL1375  HISTORY     - Date     Condition        Report By
 GL1375  HISTORY     - 1931     MONUMENTED       CGS
 GL1375  HISTORY     - 1934     GOOD             CGS
 GL1375  HISTORY     - 1953     GOOD             CGS
 GL1375  HISTORY     - 1970     GOOD             NGS
 GL1375
 GL1375                          STATION DESCRIPTION
 GL1375
 GL1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1375'STATION IS ABOUT 23 MILES NE OF TEXLINE, ON HIGHEST PART OF
 GL1375'RIDGE IN PASTURE LAND BELONGING TO A.L. SCHELLENBERG, 0.3
 GL1375'MILE W OF SECTION LINE ROAD, 307.5 FEET S OF A N-S FENCE.
 GL1375'
 GL1375'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GL1375'DISKS SET IN CONCRETE.
 GL1375'
 GL1375'REFERENCE MARK NO. 1 IS ON THE RIDGE SW OF STATION, 30.40
 GL1375'METERS (99.7 FEET) FROM STATION.
 GL1375'REFERENCE MARK NO. 2 IS 1 FOOT S OF E-W FENCE, N OF THE N
 GL1375'END OF A N-S FENCE, AND 0.3 MILE (SPEEDOMETER) FROM STATION.
 GL1375'
 GL1375'BEARINGS FROM STATION ARE--RABBIT EAR BUTTE, NORTHERNMOST
 GL1375'PEAK, TIP N 84 DEG 00 MIN W.  CHIMNEY, CENTER OF BROWN
 GL1375'BUNGALOW, DISTANT APPROXIMATELY 1 MILE, N 12 DEG 22 MIN E.
 GL1375'
 GL1375'TO REACH STATION FROM TEXLINE, GO SE ON STATE HIGHWAY 385
 GL1375'FROM GULF FILLING STATION ONE BLOCK TO MAGNOLIA FILLING STATION,
 GL1375'TURN LEFT AND GO 0.4 MILE, RIGHT 7.6 MILES, PASSING GALVANIZED-IRON
 GL1375'BUILDING AT 0.3 MILE AND SMALL CULVERT BRIDGE AT 3.3 MILES, TO
 GL1375'T-INTERSECTION.  FROM THIS POINT CONTINUE E FOR 3.0 MILES,
 GL1375'TURN LEFT AND GO 0.5 MILE, RIGHT 7.0 MILES TO DIM ROAD LEADING
 GL1375'N, TURN LEFT ON DIM SECTION LINE ROAD, AND GO 2.0 MILES TO A
 GL1375'T-INTERSECTION WITH A DIM SECTION LINE ROAD RUNNING E-W ALONG
 GL1375'S SIDE OF FENCE.  TURN W AND GO 0.3 MILE ALONG FENCE, THENCE
 GL1375'S 307.5 FEET TO STATION.
 GL1375
 GL1375                          STATION RECOVERY (1934)
 GL1375
 GL1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1375'STATION IS ON A BROAD CURVED PASTURE RIDGE, THE HIGHEST IN
 GL1375'THE VICINITY, 11 MILES (AIR LINE) SE OF FELT, OKLAHOMA, 100
 GL1375'YARDS S AND W OF E-W AND N-S FENCE LINES, 100 YARDS S OF
 GL1375'DIM SECTION LINE ROAD, 150 YARDS S OF THE END OF THE RIDGE,
 GL1375'AND MARK PROJECTS 3 INCHES.
 GL1375'
 GL1375'ALL THE MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GL1375'
 GL1375'REFERENCE MARK NO. 1 IS S OF STATION, PROJECTS 3 INCHES AND
 GL1375'IS STAMPED SCHELLENBERG 1931.
 GL1375'
 GL1375'REFERENCE MARK NO. 2, USED FOR AZIMUTH, IS ENE OF STATION,
 GL1375'30 FEET S OF E-W FENCE LINE THAT PASSES STATION AND IS FLUSH
 GL1375'WITH GROUND.  IT IS STAMPED SCHELLENBERG 1931.  DUE TO SAND
 GL1375'DRIFTS ALONG FENCE LINE, IT IS BURIED MOST OF THE TIME.
 GL1375'
 GL1375'REFERENCE MARK NO. 3 IS W OF STATION AND PROJECTS 4 INCHES.
 GL1375'IT IS A STANDARD BRONZE DISK SET IN A BLOCK OF CONCRETE AND
 GL1375'SCHELLENBERG 1934.
 GL1375'
 GL1375'STATION IS REACHED FROM CHAMPLIN FILLING STATION IN FELT,
 GL1375'OKLAHOMA, BY DRIVING S ON GRADED ROAD 0.5 MILE TO A GRADED
 GL1375'T-INTERSECTION.  TURN E AND GO 4.2 MILES TO SECTION LINE
 GL1375'ROAD.  THEN, BY MEANS OF SECTION LINE ROADS, GO S 1 MILE, TO
 GL1375'CROSSROADS, E 1 MILE TO CROSSROADS AT SCHOOLHOUSE, S 2 MILES
 GL1375'TO CROSSROADS, E 3 MILES TO CROSSROADS, S 1.1 MILES TO
 GL1375'OKLAHOMA-TEXAS STATE LINE.  GO E 0.2 MILE TO SQUARE ADOBE
 GL1375'HOUSE WITH CHIMNEY IN CENTER ON N SIDE OF ROAD AND THEN S 1.0
 GL1375'MILE.  LEAVE ROAD HERE AND GO E ON DIM TRACKS ALONG S SIDE OF
 GL1375'SECTION LINE FENCE FOR 1.2 MILES TO TOP OF RIDGE AND
 GL1375'STATION.
 GL1375'
 GL1375'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 GL1375
 GL1375                          STATION RECOVERY (1953)
 GL1375
 GL1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1375'THE STATION IS LOCATED ON THE HIGHEST POINT OF A BROAD, SANDY
 GL1375'RIDGE, ABOUT 30 MILES AIRLINE NORTH OF DALHART, ABOUT 23 MILES
 GL1375'AIRLINE EAST-NORTHEAST OF TEXLINE, AND ABOUT 1 MILE SOUTH
 GL1375'OF THE TEXAS-OKLAHOMA STATE LINE.
 GL1375'
 GL1375'TO REACH THE STATION FROM THE POST OFFICE IN DALHART GO NORTH
 GL1375'ON U.S. HIGHWAY 54 FOR 0.15 MILE TO A CROSS ROAD.  TURN LEFT
 GL1375'ONTO U.S. HIGHWAY 87 AND GO 0.15 MILE TO A CROSS ROAD.  TURN
 GL1375'RIGHT ONTO STATE HIGHWAY 51 AS PER SIGN, BOISE CITY AND GO
 GL1375'NORTH 27.6 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT ONTO
 GL1375'FARM ROAD 296 AND GO WEST 6.0 MILES TO A CROSS ROAD.  TURN
 GL1375'RIGHT, NORTH, ONTO A GRADED ROAD AND GO 2.5 MILES TO A SIDE
 GL1375'ROAD ON THE RIGHT AT A SHARP LEFT TURN.  TURN RIGHT AND GO
 GL1375'EAST ON A DIM ROAD ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE
 GL1375'LINE 1.3 MILES TO THE TOP OF A ROUNDED RIDGE AND THE
 GL1375'STATION.
 GL1375'
 GL1375'THE STATION MARK IS A STANDARD DISK STAMPED, SHELLENBERG 1931
 GL1375'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST THAT PROJECTS
 GL1375'1 INCH ABOVE THE GROUND.  IT IS 252 FEET SOUTH OF AN EAST-WEST
 GL1375'FENCE LINE.
 GL1375'
 GL1375'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SHELLENBERG
 GL1375'1931 NO 1 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 GL1375'THAT PROJECTS 1 INCH ABOVE THE GROUND AND IS ABOUT THE SAME
 GL1375'ELEVATION AS THE STATION.
 GL1375'
 GL1375'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED, SHELLENBERG
 GL1375'NO 3 1934 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 GL1375'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 219 FEET
 GL1375'SOUTH OF AN EAST-WEST FENCE LINE AND ABOUT THE SAME ELEVATION
 GL1375'AS THE STATION.
 GL1375'
 GL1375'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 GL1375'SHELLENBERG 1931 NO 2 SET IN THE TOP OF A 12-INCH SQUARE
 GL1375'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 GL1375'IS SET IN AN EAST-WEST FENCE LINE AND IS 25 FEET EAST OF A
 GL1375'FENCE CORNER AND 57 FEET NORTH-NORTHEAST OF ANOTHER FENCE
 GL1375'CORNER.  TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST
 GL1375'ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE LINE 0.4 MILE TO
 GL1375'TWO FENCE CORNERS AND THE AZIMUTH MARK.
 GL1375
 GL1375                          STATION RECOVERY (1970)
 GL1375
 GL1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WC)
 GL1375'THIS STATION WAS NOT OCCUPIED IN 1970, THEREFORE DIRECTIONS AND
 GL1375'DISTANCES TO THE REFERENCE MARKS WERE NOT OBSERVED.
 GL1375'
 GL1375'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 GL1375'DESCRIBED BY WALTER R. HELM, 1953 IS A USC AND GS GEODETIC SURVEY
 GL1375'STATION MARK EXCEPT AS FOLLOWS--
 GL1375'
 GL1375'1.  PRESENT LAND OWNER IS MR. M.H. BROWN, STRATFORD, TEXAS.
 GL1375'
 GL1375'2.  AZIMUTH MARK IS DESTROYED.  DISK HAS BEEN REMOVED FROM
 GL1375'THE CONCRETE POST.  POST IS LAYING ON TOP OF THE GROUND.
 GL1375'
 GL1375'A NEW TO REACH DESCRIPTION FOLLOWS--
 GL1375'
 GL1375'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 87
 GL1375'AND STATE FARM ROAD 296 IN TEXLINE, TEXAS, PROCEED NORTH AND
 GL1375'EAST ON STATE FARM ROAD 296 FOR 30.0 MILES TO A DIRT ROAD
 GL1375'NORTH.  TURN LEFT (NORTH) FOR 2.0 MILES, THENCE LEFT (WEST)
 GL1375'FOR 0.3 MILES ALONG SECTION LINE TO TOP OF RIDGE.  STATION
 GL1375'IS 250 FEET SOUTH OF THIS POINT.
 GL1375'
 GL1375'STATION MARK IS A USC AND GS BRONZE DISK SET IN A CONCRETE
 GL1375'POST FLUSH WITH THE GROUND STAMPED SCHELLENBERG 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1265 ***********************************************************************
 AJ1265  DESIGNATION -  SCHEN
 AJ1265  PID         -  AJ1265
 AJ1265  STATE/COUNTY-  TX/BROOKS
 AJ1265  USGS QUAD   -  CAGE RANCH (1963)
 AJ1265
 AJ1265                         *CURRENT SURVEY CONTROL
 AJ1265  ___________________________________________________________________
 AJ1265* NAD 83(1993)-  27 03 32.52742(N)    098 08 39.34960(W)     ADJUSTED  
 AJ1265* NAVD 88     -        39.77   (+/-2cm)     130.5    (feet)  VERTCON   
 AJ1265  ___________________________________________________________________
 AJ1265  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AJ1265  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AJ1265
 AJ1265  HORZ ORDER  -  THIRD
 AJ1265  VERT ORDER  -  THIRD ? (See Below)
 AJ1265
 AJ1265.The horizontal coordinates were established by classical geodetic methods
 AJ1265.and adjusted by the National Geodetic Survey in February 1996..
 AJ1265
 AJ1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1265.The vertical order pertains to the NGVD 29 superseded value.
 AJ1265
 AJ1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1265
 AJ1265.The geoid height was determined by GEOID03.
 AJ1265
 AJ1265;                    North         East     Units Scale Factor Converg.
 AJ1265;SPC TX S     - 5,154,312.319   335,286.361   MT  0.99989530   +0 09 41.4
 AJ1265;SPC TX S     -16,910,439.67  1,100,018.67   sFT  0.99989530   +0 09 41.4
 AJ1265;UTM  14      - 2,993,262.275   584,859.512   MT  0.99968889   +0 23 21.5
 AJ1265
 AJ1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1265!SPC TX S     -   0.99999772  x   0.99989530  =   0.99989302
 AJ1265!UTM  14      -   0.99999772  x   0.99968889  =   0.99968661
 AJ1265
 AJ1265:                Primary Azimuth Mark                     Grid Az
 AJ1265:SPC TX S     -  SCHEN AZ MK                              004 45 21.3
 AJ1265:UTM  14      -  SCHEN AZ MK                              004 31 41.2
 AJ1265
 AJ1265|---------------------------------------------------------------------|
 AJ1265| PID    Reference Object                     Distance      Geod. Az  |
 AJ1265|                                                           dddmmss.s |
 AJ1265| CV3427 SCHEN AZ MK                                        0045502.7 |
 AJ1265| CV3428 SCHEN RM 1                           30.255 METERS 08420     |
 AJ1265| AE1415 ENCINO                              APPROX. 8.5 KM 1744242.7 |
 AJ1265| CV3429 SCHEN RM 2                           33.529 METERS 27458     |
 AJ1265|---------------------------------------------------------------------|
 AJ1265
 AJ1265                          SUPERSEDED SURVEY CONTROL
 AJ1265
 AJ1265  NAD 83(1986)-  27 03 32.53667(N)    098 08 39.32164(W) AD(       ) 3
 AJ1265  NAD 27      -  27 03 31.36130(N)    098 08 38.30190(W) AD(       ) 3
 AJ1265  NGVD 29 (07/19/86)   39.87   (m)          130.8    (f) LEVELING    3  
 AJ1265
 AJ1265.Superseded values are not recommended for survey control.
 AJ1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1265.See file dsdata.txt to determine how the superseded data were derived.
 AJ1265
 AJ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8486093262(NAD 83)
 AJ1265_MARKER: DS = TRIANGULATION STATION DISK
 AJ1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1265
 AJ1265  HISTORY     - Date     Condition        Report By
 AJ1265  HISTORY     - 1960     MONUMENTED       CGS
 AJ1265  HISTORY     - 1979     GOOD             TXHD
 AJ1265
 AJ1265                          STATION DESCRIPTION
 AJ1265
 AJ1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AJ1265'THE STATION IS APPROXIMATELY 11.5 MILES SOUTH OF FALFURRIAS,
 AJ1265'9 MILES NORTH OF ENCINO, 0.05 MILE WEST OF U.S. HIGHWAY 281
 AJ1265'AND ON THE PROPERTY OF MR. C.F. WAGENSCHEIN.
 AJ1265'
 AJ1265'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1265'AND STATE HIGHWAY 285 IN FALFURRIAS, GO SOUTH ON HIGHWAY
 AJ1265'281 FOR 8.0 MILES TO A RAILROAD CROSSING AND A CARBON PLANT
 AJ1265'ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 281 FOR 3.0 MILES TO
 AJ1265'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY 281
 AJ1265'FOR 0.45 MILE TO AN ALUMNIUM GATE ON THE RIGHT.  TURN RIGHT
 AJ1265'THROUGH THE GATE AND BEAR RIGHT, NORTHWEST, FOR 0.05 MILE TO
 AJ1265'THE STATION.
 AJ1265'
 AJ1265'STATION MARKS ARE STANDARD DISKS STAMPED SCHEN 1960.  THE
 AJ1265'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 AJ1265'WITH THE SURFACE OF THE GROUND.  IT IS 11 FEET SOUTH OF A
 AJ1265'FENCE AND 10.5 FEET SOUTH OF A METAL WITNESS POST.  THE
 AJ1265'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 AJ1265'INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1265'
 AJ1265'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SCHEN NO 1 1960,
 AJ1265'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 AJ1265'IS 101 FEET WEST OF A FENCE CORNER POST, 4 FEET SOUTH OF A
 AJ1265'TELEPHONE POLE AND 1 FOOT SOUTH OF THE FENCE.
 AJ1265'
 AJ1265'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SCHEN NO 2 1960,
 AJ1265'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 AJ1265'SURFACE OF THE GROUND.  IT IS 1 FOOT SOUTH OF THE FENCE.
 AJ1265'
 AJ1265'AZIMUTH MARK, A STANDARD DISK STAMPED SCHEN 1960, IS SET
 AJ1265'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 127
 AJ1265'FEET EAST OF THE CENTER LINE OF HIGHWAY 281, 54 FEET NORTH
 AJ1265'OF A TELEPHONE POLE, 42 FEET EAST OF THE EAST RAIL OF A RAILROAD
 AJ1265'TRACK, 5 FEET WEST OF A FENCE AND 2 FEET SOUTH OF A METAL WITNESS
 AJ1265'POST.
 AJ1265'
 AJ1265'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1265'
 AJ1265'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AJ1265
 AJ1265                          STATION RECOVERY (1979)
 AJ1265
 AJ1265'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1979 (CLJ)
 AJ1265'SCHEN 1960 RECOVERED GOOD.
 AJ1265'
 AJ1265'RM NO. 2 RECOVERED GOOD.
 AJ1265'
 AJ1265'AZ. MK. RECOVERED GOOD.
 AJ1265'
 AJ1265'DIRECTIONS FOR RECOVERING MARKS IS ADEQUATE.  LINE-OF-SIGHT NO LONGER
 AJ1265'EXISTS BETWEEN STATION AND AZIMUTH MARK BECAUSE OF GROWTH OF
 AJ1265'MESQUITE BRUSH.
 AJ1265'
 AJ1265'DISTANCE AND DIRECTION FROM NEAREST TOWN--11.5 MILES SOUTH OF
 AJ1265'FALFURRIAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3031 ***********************************************************************
 AW3031  DESIGNATION -  SCHERER
 AW3031  PID         -  AW3031
 AW3031  STATE/COUNTY-  TX/CHAMBERS
 AW3031  USGS QUAD   -  OAK ISLAND (1994)
 AW3031
 AW3031                         *CURRENT SURVEY CONTROL
 AW3031  ___________________________________________________________________
 AW3031* NAD 83(1993)-  29 43 01.26037(N)    094 41 27.65178(W)     ADJUSTED  
 AW3031* NAVD 88     -         4.35   (+/-2cm)      14.3    (feet)  VERTCON   
 AW3031  ___________________________________________________________________
 AW3031  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AW3031  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW3031
 AW3031  HORZ ORDER  -  FIRST
 AW3031  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3031
 AW3031.The horizontal coordinates were established by classical geodetic methods
 AW3031.and adjusted by the National Geodetic Survey in February 1996..
 AW3031
 AW3031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3031.The vertical order pertains to the NGVD 29 superseded value.
 AW3031
 AW3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3031
 AW3031.The geoid height was determined by GEOID03.
 AW3031
 AW3031;                    North         East     Units Scale Factor Converg.
 AW3031;SPC TXSC     - 4,216,442.325 1,016,790.407   MT  0.99988540   +2 06 39.7
 AW3031;SPC TXSC     -13,833,444.53  3,335,919.86   sFT  0.99988540   +2 06 39.7
 AW3031;SPC TX C     - 3,019,426.346 1,245,781.540   MT  1.00013065   +2 54 22.1
 AW3031;SPC TX C     - 9,906,234.60  4,087,201.60   sFT  1.00013065   +2 54 22.1
 AW3031;UTM  15      - 3,288,625.945   336,432.673   MT  0.99993011   -0 50 18.4
 AW3031
 AW3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3031!SPC TXSC     -   1.00000360  x   0.99988540  =   0.99988900
 AW3031!SPC TX C     -   1.00000360  x   1.00013065  =   1.00013425
 AW3031!UTM  15      -   1.00000360  x   0.99993011  =   0.99993371
 AW3031
 AW3031:                Primary Azimuth Mark                     Grid Az
 AW3031:SPC TXSC     -  ANAHUAC COURTHOUSE DOME                  003 38 17.4
 AW3031:SPC TX C     -  ANAHUAC COURTHOUSE DOME                  002 50 35.0
 AW3031:UTM  15      -  ANAHUAC COURTHOUSE DOME                  006 35 15.5
 AW3031
 AW3031|---------------------------------------------------------------------|
 AW3031| PID    Reference Object                     Distance      Geod. Az  |
 AW3031|                                                           dddmmss.s |
 AW3031| AW6061 ANAHUAC COURTHOUSE DOME             APPROX. 5.8 KM 0054457.1 |
 AW3031| CV9371 SCHERER RM 1                                       05044     |
 AW3031| AW3032 SCHERER RM 2                         69.488 METERS 08535     |
 AW3031| AW3033 SCHERER RM 3                         39.584 METERS 17836     |
 AW3031| AW6074 BLACK POINT                         APPROX. 4.0 KM 1865330.3 |
 AW3031| AW6076 DOUBLE BAYOU BEACON 4               APPROX. 7.8 KM 1891618.2 |
 AW3031| AW6078 DOUBLE BAYOU BEACON 2               APPROX. 8.5 KM 1964640.8 |
 AW3031| AW6081 FISHERS REEF BEACON                 APPROX.15.0 KM 2435702.3 |
 AW3031| AW6077 TRINITY RIVER BEACON A              APPROX. 2.9 KM 3280929.4 |
 AW3031|---------------------------------------------------------------------|
 AW3031
 AW3031                          SUPERSEDED SURVEY CONTROL
 AW3031
 AW3031  NAD 83(1993)-  29 43 01.27572(N)    094 41 27.63357(W) AD(       ) 1
 AW3031  NAD 83(1986)-  29 43 01.27782(N)    094 41 27.63306(W) AD(       ) 1
 AW3031  NAD 27      -  29 43 00.47490(N)    094 41 26.92910(W) AD(       ) 1
 AW3031  NGVD 29 (??/??/92)    4.35   (m)           14.3    (f) COMPUTED    1 2
 AW3031
 AW3031.Superseded values are not recommended for survey control.
 AW3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3031.See file dsdata.txt to determine how the superseded data were derived.
 AW3031
 AW3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3643388626(NAD 83)
 AW3031_MARKER: DS = TRIANGULATION STATION DISK
 AW3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3031_STAMPING: SCHERER 1931
 AW3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3031+STABILITY: SURFACE MOTION
 AW3031
 AW3031  HISTORY     - Date     Condition        Report By
 AW3031  HISTORY     - 1931     MONUMENTED       CGS
 AW3031  HISTORY     - 1940     GOOD             CGS
 AW3031  HISTORY     - 1942     GOOD             CGS
 AW3031  HISTORY     - 1950     GOOD             HUMBLE
 AW3031  HISTORY     - 1953     GOOD             CGS
 AW3031  HISTORY     - 1962     GOOD             CGS
 AW3031  HISTORY     - 1973     GOOD             NGS
 AW3031  HISTORY     - 19910819 GOOD             USPSQD
 AW3031
 AW3031                          STATION DESCRIPTION
 AW3031
 AW3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW3031'ABOUT 4 MILES S OF ANAHUAC, ON THE E SHORE OF GALVESTON
 AW3031'BAY, ABOUT 0.4 MILE W OF THE ANAHUAC-EAGLE SHELL ROAD,
 AW3031'AND ON LAND OWNED BY MRS. A.L. SCHERER.  IT IS ABOUT 250
 AW3031'FEET NW OF HER LARGE FARMHOUSE, 118 FEET E OF THE EDGE OF
 AW3031'THE BLUFF, IN THE NE CORNER OF A PASTURE W OF THE HOUSE,
 AW3031'49.15 FEET W OF N OF A GALVANIZED-IRON GARAGE, 38.64 FEET
 AW3031'W OF A BARNYARD BOARD FENCE AT THE END OF A LANE, AND 13.66
 AW3031'FEET S OF A PASTURE FENCE.
 AW3031'
 AW3031'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW3031'IN CONCRETE.  SURFACE MARK IS FLUSH WITH THE GROUND.
 AW3031'
 AW3031'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN CONCRETE.
 AW3031'
 AW3031'REFERENCE MARK 1 IS ABOUT 1/2 MILE NE OF THE SCHERER
 AW3031'HOUSE, IN THE NE CORNER OF A LARGE PASTURE, ON THE W SIDE OF
 AW3031'THE ANAHUAC-EAGLE ROAD, ABOUT 0.2 MILE N OF A TURN FROM S TO
 AW3031'E WHERE A LANE TO THE HOUSE GOES W, 23 FEET W OF THE CENTER
 AW3031'LINE OF THE ROAD, 1.48 FEET W OF A FENCELINE, AND 16.40 FEET S
 AW3031'OF A FENCE CORNER WHERE THE FENCE AND ROAD MAKE AN OBLIQUE
 AW3031'TURN.  IT PROJECTS ABOUT 4 INCHES.
 AW3031'
 AW3031'REFERENCE MARK 2 IS N OF THE SCHERER HOUSE, 102.3 FEET N OF
 AW3031'THE NW CORNER, 44.0 FEET NE OF THE NE CORNER OF THE GALVANIZED-IRON
 AW3031'GARAGE, 29.4 FEET W OF THE GARDEN FENCE, IN A FENCELINE N OF
 AW3031'THE LANE LEADING TO THE HOUSE AND BARNYARD, AND PROJECTS
 AW3031'ABOUT 4 INCHES.
 AW3031'
 AW3031'REFERENCE MARK 3 IS 240 FEET W OF THE SW CORNER OF THE HOUSE, 118
 AW3031'FEET W OF THE BLUFF BANK, IN PASTURE LAND, 143.5 FEET S OF
 AW3031'THE PASTURE FENCE, 10.7 FEET N OF A 1-FOOT COTTONWOOD TREE,
 AW3031'AND PROJECTS ABOUT 4 INCHES.
 AW3031'
 AW3031'TO REACH STATION FROM ANAHUAC, GO S ALONG SHELL ROAD LEADING
 AW3031'TO EAGLE ABOUT 4 MILES TO A TURN TO THE E AND A LANE LEADING
 AW3031'TO THE SCHERER HOUSE TO THE W.  GO W THROUGH SEVERAL GATES
 AW3031'TO THE LARGE FARMHOUSE AND STATION.
 AW3031
 AW3031                          STATION RECOVERY (1940)
 AW3031
 AW3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WLH)
 AW3031'REFERENCE MARK 1 HAS BEEN REMOVED, PROBABLY IN THE WIDENING OF
 AW3031'THE ANAHUAC-EAGLE ROAD.
 AW3031'
 AW3031'THE GALVANIZED-IRON GARAGE HAS BEEN REMOVED.
 AW3031
 AW3031                          STATION RECOVERY (1942)
 AW3031
 AW3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW3031'STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED
 AW3031'IN GOOD CONDITION.
 AW3031'
 AW3031'STATION IS 0.4 MILE S OF THE ANAHUAC-EAGLE SHELL ROAD AND
 AW3031'22.6 FEET W OF A N-S FENCE.  STAMPED SCHERER 1931.  IT IS
 AW3031'FLUSH WITH THE GROUND.
 AW3031'
 AW3031'REFERENCE MARK 2 IS 229.0 FEET E OF THE STATION, 31.6 FEET NE
 AW3031'OF THE NE CORNER OF A GALVANIZED-IRON GARAGE, AND 1 FOOT N OF AN
 AW3031'E-W FENCE.  STAMPED SCHERER NO 2 1931.
 AW3031'
 AW3031'REFERENCE MARK 3 IS 129.0 FEET S OF THE STATION, 9.5 FEET
 AW3031'N OF A 12-INCH MULBERRY TREE, 29.6 FEET W OF A N-S FENCELINE,
 AW3031'AND PROJECTS ABOUT 0.3 FOOT.  STAMPED SCHERER 1931.
 AW3031
 AW3031                          STATION RECOVERY (1950)
 AW3031
 AW3031'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1950
 AW3031'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 AW3031'REFERENCE MARKS 1 AND 3 WERE NOT SEARCHED FOR.
 AW3031'
 AW3031'THE BLUFF BANK HAS ERODED TO WITHIN APPROXIMATELY 90 FEET
 AW3031'FROM THE STATION.  THE GALVANIZED-IRON GARAGE MENTIONED AS
 AW3031'49.15 FEET E OF STATION HAS BEEN MOVED E AND IS NOW ABOUT
 AW3031'110 FEET E OF STATION.
 AW3031
 AW3031                          STATION RECOVERY (1953)
 AW3031
 AW3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW3031'0.1 MI. E ALONG AN OILED STREET FROM THE COURTHOUSE AT ANAHUAC,
 AW3031'THENCE 3.9 MI. S ALONG FARM ROAD 564, THENCE 0.4 MI. W ALONG
 AW3031'A PRIVATE SHELL ROAD, 250 FT. NW OF A FARMHOUSE, 88 FT. SW OF A
 AW3031'POWER POLE, 68.7 FT. W OF THE NW CORNER OF A VACANT SHEET-METAL
 AW3031'BUILDING, 54.4 FT. SW OF A LONE OAK TREE, 70 FT. E OF THE E
 AW3031'BANK OF THE BAY, 1 FT. S OF A WITNESS POST, A
 AW3031'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE
 AW3031'POST WHICH IS 0.1 FT. BELOW THE TOP OF THE GROUND, AND STAMPED
 AW3031'SCHERER 1931.
 AW3031'
 AW3031'REFERENCE MARK 2 IS 101.8 FT. N OF THE NW CORNER OF A FARMHOUSE,
 AW3031'229 FT. E OF THE TRIANGULATION STATION, 32.4 FT. NE OF THE
 AW3031'NE CORNER OF A SHEET-METAL GARAGE, 43 FT. NE OF A LARGE
 AW3031'HACKBERRY TREE, UNDER AN E-AND-W POWERLINE, 1 FT. N OF A FENCE,
 AW3031'1.2 FT. S OF A WITNESS POST, A REFERENCE-MARK DISK, SET IN
 AW3031'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FT. ABOVE THE
 AW3031'GROUND, AND STAMPED SCHERER NO 2 1931.
 AW3031
 AW3031                          STATION RECOVERY (1962)
 AW3031
 AW3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW3031'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 AW3031'ARE ADEQUATE.
 AW3031
 AW3031                          STATION RECOVERY (1973)
 AW3031
 AW3031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3031'4.25 MI S FROM ANAHUAC.
 AW3031'ABOUT 3.75 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE POST OFFICE
 AW3031'AT ANAHUAC, ABOUT 0.5 MILE WEST SOUTHWEST ALONG SHELL ROAD TO A TWO
 AW3031'STORY FARMHOUSE, 68.5 FEET NORTHWEST OF NORTHWEST CORNER OF AN
 AW3031'ABANDONED SHEET METAL SHED, 102.5 FEET NORTH OF A 20 INCH HACKBERRY
 AW3031'TREE, 196 FEET NORTHWEST OF A POWER POLE BEARING A TRANSFORMER.  A C
 AW3031'AND GS TRIANGULATION STATION DISK, ABOUT 2 FEET EAST OF A METAL
 AW3031'WITNESS POST, AND IS SET IN THE TOP OF A CONCRETE POST WHICH IS 1 INCH
 AW3031'BELOW THE GROUND LEVEL.
 AW3031
 AW3031                          STATION RECOVERY (1991)
 AW3031
 AW3031'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3032 ***********************************************************************
 AW3032  DESIGNATION -  SCHERER RM 2
 AW3032  PID         -  AW3032
 AW3032  STATE/COUNTY-  TX/CHAMBERS
 AW3032  USGS QUAD   -  OAK ISLAND (1994)
 AW3032
 AW3032                         *CURRENT SURVEY CONTROL
 AW3032  ___________________________________________________________________
 AW3032* NAD 83(1986)-  29 43 01.     (N)    094 41 27.     (W)     SCALED    
 AW3032* NAVD 88     -         4.83   (+/-2cm)      15.8    (feet)  VERTCON   
 AW3032  ___________________________________________________________________
 AW3032  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW3032
 AW3032  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3032
 AW3032.The horizontal coordinates were scaled from a topographic map and have
 AW3032.an estimated accuracy of +/- 6 seconds.
 AW3032
 AW3032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3032.The vertical order pertains to the NGVD 29 superseded value.
 AW3032
 AW3032.The geoid height was determined by GEOID03.
 AW3032
 AW3032;                    North         East    Units  Estimated Accuracy
 AW3032;SPC TXSC     - 4,216,440.    1,016,810.      MT  (+/- 180 meters Scaled)
 AW3032
 AW3032                          SUPERSEDED SURVEY CONTROL
 AW3032
 AW3032  NGVD 29 (??/??/92)    4.828  (m)           15.84   (f) ADJ UNCH    1 2
 AW3032
 AW3032.Superseded values are not recommended for survey control.
 AW3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3032.See file dsdata.txt to determine how the superseded data were derived.
 AW3032
 AW3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN364886(NAD 83)
 AW3032_MARKER: DR = REFERENCE MARK DISK
 AW3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3032_STAMPING: SCHERER NO 2 1931
 AW3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3032+STABILITY: SURFACE MOTION
 AW3032
 AW3032  HISTORY     - Date     Condition        Report By
 AW3032  HISTORY     - 1931     MONUMENTED       CGS
 AW3032  HISTORY     - 1973     GOOD             NGS
 AW3032  HISTORY     - 19910819 GOOD             USPSQD
 AW3032
 AW3032                          STATION DESCRIPTION
 AW3032
 AW3032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3032'4.25 MI S FROM ANAHUAC.
 AW3032'ABOUT 3.75 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE POST OFFICE
 AW3032'AT ANAHUAC, ABOUT 0.5 MILE WEST SOUTHWEST ALONG ASHELL ROAD TO A TWO
 AW3032'STORY FARMHOUSE, 103 FEET NORTH OF THE NORTHWEST CORNER OF THE
 AW3032'FARMHOUSE, 32 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SHEET METAL
 AW3032'GARAGE.  IT IS 225 FEET EAST OF TRIANGULATION STATION SCHERER 1931. A
 AW3032'C AND GS R.M. DISK, 1 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN
 AW3032'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 AW3032
 AW3032                          STATION RECOVERY (1991)
 AW3032
 AW3032'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3033 ***********************************************************************
 AW3033  DESIGNATION -  SCHERER RM 3
 AW3033  PID         -  AW3033
 AW3033  STATE/COUNTY-  TX/CHAMBERS
 AW3033  USGS QUAD   -  OAK ISLAND (1994)
 AW3033
 AW3033                         *CURRENT SURVEY CONTROL
 AW3033  ___________________________________________________________________
 AW3033* NAD 83(1986)-  29 43 01.     (N)    094 41 27.     (W)     SCALED    
 AW3033* NAVD 88     -         4.64   (+/-2cm)      15.2    (feet)  VERTCON   
 AW3033  ___________________________________________________________________
 AW3033  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW3033
 AW3033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3033
 AW3033.The horizontal coordinates were scaled from a topographic map and have
 AW3033.an estimated accuracy of +/- 6 seconds.
 AW3033
 AW3033.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3033.The vertical order pertains to the NGVD 29 superseded value.
 AW3033
 AW3033.The geoid height was determined by GEOID03.
 AW3033
 AW3033;                    North         East    Units  Estimated Accuracy
 AW3033;SPC TXSC     - 4,216,440.    1,016,810.      MT  (+/- 180 meters Scaled)
 AW3033
 AW3033                          SUPERSEDED SURVEY CONTROL
 AW3033
 AW3033  NGVD 29 (??/??/92)    4.643  (m)           15.23   (f) ADJ UNCH    2 0
 AW3033
 AW3033.Superseded values are not recommended for survey control.
 AW3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3033.See file dsdata.txt to determine how the superseded data were derived.
 AW3033
 AW3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN364886(NAD 83)
 AW3033_MARKER: DR = REFERENCE MARK DISK
 AW3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3033_STAMPING: SCHERER NO 3 1931
 AW3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3033+STABILITY: SURFACE MOTION
 AW3033
 AW3033  HISTORY     - Date     Condition        Report By
 AW3033  HISTORY     - 1931     MONUMENTED       CGS
 AW3033  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW3033  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3033  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 AW3033
 AW3033                          STATION DESCRIPTION
 AW3033
 AW3033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW3033'4.4 MI S FROM ANAHUAC.
 AW3033'BENCH MARK IS 129.0 FEET SOUTH OF THE SCHERER TRIANGULATION STATION.
 AW3033'IT IS 9.5 FEET NORTH OF A 12.0 INCH MULBERRY TREE AND 29.6 FEET WEST
 AW3033'OF A NORTH AND SOUTH FENCE, PROJECTS 0.3 FOOT.
 AW3033
 AW3033                          STATION RECOVERY (1973)
 AW3033
 AW3033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3033'MARK NOT FOUND.
 AW3033
 AW3033                          STATION RECOVERY (2005)
 AW3033
 AW3033'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1828 ***********************************************************************
 AY1828  DESIGNATION -  SCHERM 2
 AY1828  PID         -  AY1828
 AY1828  STATE/COUNTY-  TX/BEXAR
 AY1828  USGS QUAD   -  SAINT HEDWIG (1992)
 AY1828
 AY1828                         *CURRENT SURVEY CONTROL
 AY1828  ___________________________________________________________________
 AY1828* NAD 83(1993)-  29 29 06.26305(N)    098 13 50.85991(W)     ADJUSTED  
 AY1828* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 AY1828  ___________________________________________________________________
 AY1828  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AY1828  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AY1828
 AY1828  HORZ ORDER  -  SECOND
 AY1828
 AY1828.The horizontal coordinates were established by classical geodetic methods
 AY1828.and adjusted by the National Geodetic Survey in February 1996..
 AY1828.No horizontal observational check was made to the station.
 AY1828
 AY1828.The orthometric height was scaled from a topographic map.
 AY1828
 AY1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1828
 AY1828.The geoid height was determined by GEOID03.
 AY1828
 AY1828;                    North         East     Units Scale Factor Converg.
 AY1828;SPC TXSC     - 4,183,301.805   674,587.459   MT  0.99986666   +0 22 36.6
 AY1828;SPC TXSC     -13,724,716.01  2,213,209.02   sFT  0.99986666   +0 22 36.6
 AY1828;UTM  14      - 3,261,975.882   574,569.268   MT  0.99966861   +0 22 43.0
 AY1828
 AY1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1828!SPC TXSC     -   0.99996903  x   0.99986666  =   0.99983569
 AY1828!UTM  14      -   0.99996903  x   0.99966861  =   0.99963765
 AY1828
 AY1828:                Primary Azimuth Mark                     Grid Az
 AY1828:SPC TXSC     -  SCHERM AZ MK                             058 14 12.3
 AY1828:UTM  14      -  SCHERM AZ MK                             058 14 05.9
 AY1828
 AY1828|---------------------------------------------------------------------|
 AY1828| PID    Reference Object                     Distance      Geod. Az  |
 AY1828|                                                           dddmmss.s |
 AY1828| CA2083 SCHERM AZ MK                                       0583648.9 |
 AY1828| AY0584 SCHERM 2 AZ MK                                     0593503.9 |
 AY1828| CV6248 SCHERM 2 RM 1                        17.300 METERS 09314     |
 AY1828| CV6249 SCHERM 2 RM 2                         8.808 METERS 19526     |
 AY1828| AY1830 SCHERM                              184.463 METERS 26820     |
 AY1828|---------------------------------------------------------------------|
 AY1828
 AY1828                          SUPERSEDED SURVEY CONTROL
 AY1828
 AY1828  NAD 83(1986)-  29 29 06.26855(N)    098 13 50.84189(W) AD(       ) 2
 AY1828  NAD 27      -  29 29 05.43440(N)    098 13 49.80240(W) AD(       ) 2
 AY1828
 AY1828.Superseded values are not recommended for survey control.
 AY1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1828.See file dsdata.txt to determine how the superseded data were derived.
 AY1828
 AY1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7456961976(NAD 83)
 AY1828_MARKER: DS = TRIANGULATION STATION DISK
 AY1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1828
 AY1828  HISTORY     - Date     Condition        Report By
 AY1828  HISTORY     - 1960     MONUMENTED       CGS
 AY1828  HISTORY     - 20030517 GOOD             USPSQD
 AY1828
 AY1828                          STATION DESCRIPTION
 AY1828
 AY1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 AY1828'THE STATION IS LOCATED ABOUT 17 MILES AIRLINE EAST, NORTHEAST
 AY1828'OF THE CENTER OF SAN ANTONIO ALONG THE SOUTH RIGHT-OF-WAY
 AY1828'LINE OF INTERSTATE HIGHWAY NO. 10, (U.S. 90), 01.5 MILES EAST
 AY1828'OF THE STORE AND CROSSROADS AT SCHERMERSVILLE, ABOUT 100 FEET
 AY1828'WEST OF THE HIGHEAST POINT OF THE DIVIDE, 0.5 MILE WEST OF THE
 AY1828'INTERSECTION OF INTERSTATE 10 AND F.M. ROAD 1518, AND 3 FEET
 AY1828'SOUTH OF THE RIGHT-OF-WAY LINE AND HIGHWAY SURVEY STATION
 AY1828'590 - 00.
 AY1828'
 AY1828'A STANDARD DISK STAMPED SCHERM 2 1960 IN A CONCRETE POST WHICH
 AY1828'PROJECTS ABOUT 3 INCHES.
 AY1828'
 AY1828'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SCHERM 2 1960
 AY1828'NO. 1 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.  IT IS IN
 AY1828'AN OPEN AREA IN THE THICK BRUSH, 27 FEET SOUTH OF THE SOUTH
 AY1828'RIGHT-OF-WAY LINE.
 AY1828'
 AY1828'REFERENCE MARK NO. 2 IS A DISK STAMPED SCHERM 2 1960 NO. 2 IN
 AY1828'THE THICK BRUSH AREA, 26 FEET SOUTH OF THE RIGHT-OF-WAY LINE
 AY1828'AND PROJECTS ABOUT 3 INCHES.
 AY1828'
 AY1828'THE AZIMUTH MARK IS A DISK STAMPED SCHERM 2 1960 IN A CONCRETE
 AY1828'CYLINDER WHICH PROJECTS ABOUT 6 INCHES, 1 FOOT NORTH OF THE
 AY1828'NORTH RIGHT-OF-WAY FENCE LINE, 10 FEET WEST OF THE FENCE
 AY1828'CORNER WHICH IS AT THE JUNCTION OF THE RIGHT-OF-WAY FENCE AND
 AY1828'THE FLARE FENCE TO THE NORTHEAST.  IT IS IN THE NORTHWEST CORNER
 AY1828'OF THE INTERSECTION OF THE INTERSTATE HIGHWAY AND F.M. ROAD NO.
 AY1828'1518.  SIGNS AT THIS INTERSECTION READ, SCHERTZ 5 SEGUIN 17 AND
 AY1828'SAN ANTONIO 17.
 AY1828'
 AY1828'TO REACH THE STATION FROM THE INTERSECTION OF LOOP 13 AND U.S.
 AY1828'NO. 90 WHICH IS INTERSTATE 10, GO EAST ON THE BIG HIGHWAY,
 AY1828'11.3 MILES TO THE TOP OF THE GRADE AND THE STATION ON THE RIGHT
 AY1828'OR SOUTH AS DESCRIBED.  TO REACH THE AZIMUTH MARK CONTINUE EAST
 AY1828'0.45 MILE TO THE INTERSECTION AND THE MARK AS DESCRIBED, ON
 AY1828'THE LEFT OR NORTH.
 AY1828
 AY1828                          STATION RECOVERY (2003)
 AY1828
 AY1828'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY1828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2242 ***********************************************************************
 AN2242  DESIGNATION -  SCHICKS HOUSE CHIMNEY
 AN2242  PID         -  AN2242
 AN2242  STATE/COUNTY-  TX/CALHOUN
 AN2242  USGS QUAD   -  TURTLE BAY (1995)
 AN2242
 AN2242                         *CURRENT SURVEY CONTROL
 AN2242  ___________________________________________________________________
 AN2242* NAD 83(1993)-  28 38 44.13782(N)    096 21 19.07102(W)     ADJUSTED  
 AN2242* NAVD 88     -                                                        
 AN2242  ___________________________________________________________________
 AN2242  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AN2242  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN2242
 AN2242  HORZ ORDER  -  THIRD
 AN2242
 AN2242.The horizontal coordinates were established by classical geodetic methods
 AN2242.and adjusted by the National Geodetic Survey in February 1996..
 AN2242
 AN2242
 AN2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2242
 AN2242.The geoid height was determined by GEOID03.
 AN2242
 AN2242;                    North         East     Units Scale Factor Converg.
 AN2242;SPC TXSC     - 4,092,945.474   858,532.199   MT  0.99993506   +1 17 44.4
 AN2242;SPC TXSC     -13,428,271.94  2,816,701.06   sFT  0.99993506   +1 17 44.4
 AN2242;UTM  14      - 3,171,583.036   758,517.560   MT  1.00042485   +1 16 06.8
 AN2242
 AN2242                          SUPERSEDED SURVEY CONTROL
 AN2242
 AN2242  NAD 83(1986)-  28 38 44.14488(N)    096 21 19.05037(W) AD(       ) 4
 AN2242  NAD 27      -  28 38 43.16200(N)    096 21 18.15500(W) AD(       ) 3
 AN2242
 AN2242.Superseded values are not recommended for survey control.
 AN2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2242.See file dsdata.txt to determine how the superseded data were derived.
 AN2242
 AN2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5851871583(NAD 83)
 AN2242_MARKER: 85 = CHIMNEY
 AN2242
 AN2242  HISTORY     - Date     Condition        Report By
 AN2242  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2242
 AN2242                          STATION DESCRIPTION
 AN2242
 AN2242'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2016 ***********************************************************************
 AY2016  DESIGNATION -  SCHMIDT
 AY2016  PID         -  AY2016
 AY2016  STATE/COUNTY-  TX/MEDINA
 AY2016  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY2016
 AY2016                         *CURRENT SURVEY CONTROL
 AY2016  ___________________________________________________________________
 AY2016* NAD 83(1993)-  29 22 14.23599(N)    099 00 14.56352(W)     ADJUSTED  
 AY2016* NAVD 88     -       316.7    (meters)    1039.     (feet)  VERTCON   
 AY2016  ___________________________________________________________________
 AY2016  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AY2016  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AY2016
 AY2016  HORZ ORDER  -  FIRST
 AY2016
 AY2016.The horizontal coordinates were established by classical geodetic methods
 AY2016.and adjusted by the National Geodetic Survey in February 1996..
 AY2016
 AY2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2016
 AY2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2016
 AY2016.The geoid height was determined by GEOID03.
 AY2016
 AY2016;                    North         East     Units Scale Factor Converg.
 AY2016;SPC TXSC     - 4,170,372.058   599,607.286   MT  0.99986344   -0 00 07.1
 AY2016;SPC TXSC     -13,682,295.66  1,967,211.57   sFT  0.99986344   -0 00 07.1
 AY2016;UTM  14      - 3,249,048.401   499,607.390   MT  0.99960000   -0 00 07.1
 AY2016
 AY2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2016!SPC TXSC     -   0.99995405  x   0.99986344  =   0.99981749
 AY2016!UTM  14      -   0.99995405  x   0.99960000  =   0.99955406
 AY2016
 AY2016|---------------------------------------------------------------------|
 AY2016| PID    Reference Object                     Distance      Geod. Az  |
 AY2016|                                                           dddmmss.s |
 AY2016| CV6251 SCHMIDT RM 1                         19.991 METERS 02441     |
 AY2016| AY2015 SCHMIDT ASTRONOMIC STA 1924           9.180 METERS 08852     |
 AY2016| CV6250 SCHMIDT AZ MK                                      1085518.8 |
 AY2016| CV6252 SCHMIDT RM 2                         21.956 METERS 15621     |
 AY2016| CV6253 SCHMIDT RM 3                         20.515 METERS 24341     |
 AY2016| AY2020 HONDO MUNICIPAL TANK                APPROX.13.4 KM 2583040.3 |
 AY2016| AY2022 HONDO MEDINA CO CTHSE DOME          APPROX.13.5 KM 2603930.9 |
 AY2016| AY2013 HEYEN                               APPROX.11.2 KM 3383601.3 |
 AY2016| AY2017 SCHMIDT USGS 1924                     6.288 METERS 35758     |
 AY2016|---------------------------------------------------------------------|
 AY2016
 AY2016                          SUPERSEDED SURVEY CONTROL
 AY2016
 AY2016  NAD 83(1986)-  29 22 14.23872(N)    099 00 14.54646(W) AD(       ) 1
 AY2016  NAD 27      -  29 22 13.39700(N)    099 00 13.43400(W) AD(       ) 1
 AY2016  NGVD 29 (07/19/86)  316.6    (m)         1039.     (f) VERT ANG       
 AY2016
 AY2016.Superseded values are not recommended for survey control.
 AY2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2016.See file dsdata.txt to determine how the superseded data were derived.
 AY2016
 AY2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9960749048(NAD 83)
 AY2016_MARKER: DS = TRIANGULATION STATION DISK
 AY2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2016
 AY2016  HISTORY     - Date     Condition        Report By
 AY2016  HISTORY     - 1924     MONUMENTED       CGS
 AY2016  HISTORY     - 1935     GOOD             CGS
 AY2016  HISTORY     - 1953     GOOD             CGS
 AY2016  HISTORY     - 1977     GOOD             TXHD
 AY2016  HISTORY     - 19970506 GOOD             USPSQD
 AY2016  HISTORY     - 20021028 GOOD             USPSQD
 AY2016
 AY2016                          STATION DESCRIPTION
 AY2016
 AY2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY2016'STATION IS ABOUT 10 MILES E OF HONDO, 10 MILES BY ROAD W OF
 AY2016'CASTROVILLE, 2.5 MILES N OF DUNLAY, A SMALL STATION ON THE
 AY2016'SOUTHERN PACIFIC AND ON THE SAN ANTONIO-DEL RIO HIGHWAY.  STATION
 AY2016'IS IN E.H. SCHMIDTS PASTURE, ABOUT THREE-FOURTHS MILE S OF
 AY2016'HIS HOUSE, AND ABOUT 200 METERS (656 FEET) SW OF THE ROAD LEADING
 AY2016'FROM HIS HOUSE SOUTHWARD THROUGH HIS PASTURE TO DUNLAY.  SURFACE
 AY2016'MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 AY2016'UNDERGROUND MARK IS NAIL SET IN CEMENT IN BEDROCK.  STATION
 AY2016'SCHMIDT (U.S.G.S.) MARKED WITH A TABLET SET IN A FLAT ROCK,
 AY2016'IS 6.290 METERS (20.64 FEET) FROM STATION, N 02 DEG 02 MIN W.
 AY2016'SCHMIDT ASTRONOMICAL STATION IS 9.18 METERS
 AY2016'(30.1 FEET) FROM STATION, S 71 DEG 08 MIN E.
 AY2016'STATION REACHED BY THE SAN ANTONIO-DEL RIO HIGHWAY TO
 AY2016'DUNLAY, THENCE ALONG LANE N 1.2 MILES TO FIRST ROAD GATE ON
 AY2016'LEFT WHICH LEADS INTO SCHMIDTS PASTURE, THENCE THROUGH
 AY2016'PASTURE ABOUT 1 MILE TO TRAIL LEADING TO STATION.  ELEVATION
 AY2016'OF STATION, 316.6 METERS (1,039 FEET).
 AY2016
 AY2016                          STATION RECOVERY (1935)
 AY2016
 AY2016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2016'STATION IS LOCATED 8 MILES E BY NE OF HONDO AND 2 MILES
 AY2016'NNW OF DUNLAY.  ON TOP OF A PROMINENT HILL ON THE LAND OF OTTO
 AY2016'SCHMIDT AND 3/4 MILE SE OF HIS HOUSE.
 AY2016'
 AY2016'STATION A STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 AY2016'WAS RECOVERED IN GOOD CONDITION.  IT PROJECTS
 AY2016'3 INCHES ABOVE GROUND.  AN OLD U.S.G.S. STATION WAS FOUND IN
 AY2016'GOOD CONDITION JUST TO THE N OF STATION SCHMIDT.
 AY2016'
 AY2016'THREE NEW REFERENCE MARKS STANDARD DISKS SET IN TOP OF CONCRETE
 AY2016'CYLINDERS WERE ESTABLISHED.
 AY2016'
 AY2016'REFERENCE MARK NO. 1 IS NNE OF STATION.  MARK PROJECTS 6 INCHES
 AY2016'ABOVE GROUND.
 AY2016'
 AY2016'REFERENCE MARK NO. 2 IS SSE OF STATION.  MARK PROJECTS 8
 AY2016'INCHES ABOVE GROUND.
 AY2016'
 AY2016'REFERENCE MARK NO. 3 IS WSW OF STATION.  MARK PROJECTS 8 INCHES
 AY2016'ABOVE GROUND.
 AY2016'
 AY2016'TO REACH STATION FROM THE POST OFFICE IN HONDO, GO E ON
 AY2016'U.S. HIGHWAY 90 FOR 9.45 MILES TO CROSS ROAD IN DUNLAY.
 AY2016'TURN LEFT ON THE GRAVEL ROAD AND GO N FOR 1.25 MILES TURN
 AY2016'LEFT THROUGH PLANK GATE AND FOLLOW PASTURE ROAD NW FOR 0.85
 AY2016'MILE.  TURN LEFT (LEAVING ROAD) AND GO S UPHILL FOR 0.2 MILE TO
 AY2016'TOP OF HILL AND STATION.  A TRUCK CAN BE DRIVEN TO STATION.
 AY2016
 AY2016                          STATION RECOVERY (1953)
 AY2016
 AY2016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY2016'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT
 AY2016'THAT A DIFFERENCE IN THE MEASUREMENTS OF REFERENCE MARKS NO. 1,
 AY2016'2, AND 3.  THE CORRECT MEASUREMENTS ARE AS SHOWN BELOW.
 AY2016'
 AY2016'AN AZIMUTH MARK WAS ESTABLISHED AND NOTES TO ITS LOCATION
 AY2016'FOLLOW.
 AY2016'
 AY2016'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 AY2016'CONCRETE POST, STAMPED SCHMIDT 1953, AND IT PROJECTS 1 INCH.
 AY2016'THE MARK IS LOCATED APPROX. 0.8 MILE SOUTHEAST OF THE STATION,
 AY2016'19 FEET WEST OF THE CENTER OF A PAVED ROAD, 2 FEET SOUTH OF
 AY2016'A WHITE WITNESS POST, AND 1 FOOT NORTHWEST OF A FENCE CORNER.
 AY2016'
 AY2016'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE
 AY2016'PAVED ROAD AT THE WOODEN GATE.  TURN LEFT ON THE PAVED ROAD
 AY2016'AND GO 0.2 MILE TO A FENCE CORNER ON THE LEFT AND THE AZIMUTH
 AY2016'MARK.
 AY2016
 AY2016                          STATION RECOVERY (1977)
 AY2016
 AY2016'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1977 (CLJ)
 AY2016'SCHMIDT 1924 RECOVERED GOOD.
 AY2016'
 AY2016'RMS NO. 1, 2, AND 3 RECOVERED GOOD.
 AY2016'
 AY2016'AZIMUTH MARK REOCOVERED GOOD.
 AY2016'
 AY2016'THE 1935 DESCRIPTION IS ADEQUATE FOR RECOVERY OF STATION.  THE HILL
 AY2016'IS NOW COVERED WITH BRUSH AND AZIMUTH MARK IS NOT VISIBLE FROM
 AY2016'STATION.  SUGGEST REMOVAL TO US90 RAILROAD OVERPASS.
 AY2016'
 AY2016'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES N.N.W. OF DUNLAY.
 AY2016
 AY2016                          STATION RECOVERY (1997)
 AY2016
 AY2016'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2016'RECOVERED IN GOOD CONDITION.
 AY2016
 AY2016                          STATION RECOVERY (2002)
 AY2016
 AY2016'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY2016'REF 1, REF 2, REF 3 ALL GOOD, AZM NOT FOUND
 AY2016' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0852 ***********************************************************************
 CB0852  DESIGNATION -  SCHMIDT
 CB0852  PID         -  CB0852
 CB0852  STATE/COUNTY-  TX/CONCHO
 CB0852  USGS QUAD   -  EOLA (1984)
 CB0852
 CB0852                         *CURRENT SURVEY CONTROL
 CB0852  ___________________________________________________________________
 CB0852* NAD 83(1993)-  31 24 11.26275(N)    100 02 55.50547(W)     ADJUSTED  
 CB0852* NAVD 88     -       547.9    (meters)    1798.     (feet)  VERTCON   
 CB0852  ___________________________________________________________________
 CB0852  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CB0852  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CB0852
 CB0852  HORZ ORDER  -  SECOND
 CB0852
 CB0852.The horizontal coordinates were established by classical geodetic methods
 CB0852.and adjusted by the National Geodetic Survey in February 1996..
 CB0852
 CB0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0852
 CB0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0852
 CB0852.The geoid height was determined by GEOID03.
 CB0852
 CB0852;                    North         East     Units Scale Factor Converg.
 CB0852;SPC TX C     - 3,192,532.333   727,061.202   MT  0.99990624   +0 08 47.7
 CB0852;SPC TX C     -10,474,166.50  2,385,366.63   sFT  0.99990624   +0 08 47.7
 CB0852;UTM  14      - 3,474,755.574   400,300.919   MT  0.99972260   -0 32 47.4
 CB0852
 CB0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0852!SPC TX C     -   0.99991779  x   0.99990624  =   0.99982403
 CB0852!UTM  14      -   0.99991779  x   0.99972260  =   0.99964041
 CB0852
 CB0852|---------------------------------------------------------------------|
 CB0852| PID    Reference Object                     Distance      Geod. Az  |
 CB0852|                                                           dddmmss.s |
 CB0852| CV6254 SCHMIDT RM 1                         15.025 METERS 00606     |
 CB0852| CB0853 SCHMIDT USGS 1967 RM 2               15.392 METERS 08606     |
 CB0852| CB0854 EOLA WATER TANK SEC                 APPROX. 4.1 KM 2564342.8 |
 CB0852|---------------------------------------------------------------------|
 CB0852
 CB0852                          SUPERSEDED SURVEY CONTROL
 CB0852
 CB0852  NAD 83(1986)-  31 24 11.26970(N)    100 02 55.49109(W) AD(       ) 2
 CB0852  NAD 27      -  31 24 10.69244(N)    100 02 54.20429(W) AD(       ) 2
 CB0852  NGVD 29 (07/19/86)  547.8    (m)         1797.     (f) VERT ANG       
 CB0852
 CB0852.Superseded values are not recommended for survey control.
 CB0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0852.See file dsdata.txt to determine how the superseded data were derived.
 CB0852
 CB0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV0030174756(NAD 83)
 CB0852_MARKER: DD = SURVEY DISK
 CB0852_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0852+WITH SETTING: INFORMATION.
 CB0852_SP_SET: PREFABRICATED CONCRETE POST
 CB0852
 CB0852  HISTORY     - Date     Condition        Report By
 CB0852  HISTORY     - 1956     MONUMENTED       USGS
 CB0852  HISTORY     - 1967     GOOD             USGS
 CB0852
 CB0852                          STATION DESCRIPTION
 CB0852
 CB0852'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0852'STATION IS LOCATED ABOUT 23 MI. E. OF SAN ANGELO AND ABOUT 2.3 MI. E.
 CB0852'OF EOLA, 3 FT. S. OF E-W. FENCE AND 160 FT. E. OF RANCH RD.
 CB0852'
 CB0852'TO REACH STATION FROM EOLA, GO E. ON FARM ROAD 765 FOR 2.3 MI., TURN
 CB0852'LEFT (N.) FOR 0.4 MI. TO E-W. FENCE ON THE RIGHT.  STATION IS 160 FT.
 CB0852'E. OF RD. AND 3 FT. S. OF FENCE.
 CB0852'
 CB0852'STATION MARK--A STANDARD USGS TABLET STAMPED ---SCHMIDT 1956---, SET
 CB0852'IN CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
 CB0852'
 CB0852'REFERENCE MARKS--NONE.
 CB0852
 CB0852                          STATION RECOVERY (1967)
 CB0852
 CB0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (IGT)
 CB0852'STATION IS LOCATED 7.2 MILES SOUTH AND 7.6 MILES WEST OF PAINT
 CB0852'ROCK, 2.4 MILES EAST AND 0.3 MILE NORTH OF EOLA, IN A MESQUITE
 CB0852'GROVE 0.4 MILE NORTH OF FARM ROAD 765.  97 FEET EAST OF A
 CB0852'NORTH-SOUTH FENCE AND 6.5 FEET NORTH OF A WITNESS SIGN SET IN
 CB0852'AN EAST-WEST FENCE.
 CB0852'
 CB0852'TO REACH FROM THE JUNCTION OF FARM ROADS 381 AND 765 IN EOLA,
 CB0852'GO 2.4 MILES EAST ON FARM ROAD 765 TO A FIELD GATE ON THE
 CB0852'LEFT AT WEST EDGE OF MESQUITE GROVE, TURN LEFT THRU GATE AND
 CB0852'GO 0.35 MILE NORTH ALONG WEST SIDE OF NORTH-SOUTH FENCE TO A
 CB0852'FENCE EAST AND THE STATION SITE 97 FEET EAST.
 CB0852'
 CB0852'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CB0852'STEEL ROD DRIVEN TO REFUSAL (9.0 FEET), CENTERED IN A 6 INCH
 CB0852'DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH GRAVEL.
 CB0852'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED SCHMIDT ET
 CB0852'1967 NO. 1.
 CB0852'
 CB0852'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMED TO A COPPER COATED
 CB0852'STEEL ROD DRIVEN TO REFUSAL (9.0 FEET), CENTERED IN A 6 INCH DIAMETER
 CB0852'PLASTIC CASING 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET
 CB0852'FLUSH WITH GROUND AND STAMPED SCHMIDT ET 1967 NO. 1.
 CB0852'
 CB0852'REFERENCE MARK NO. 2--A USGS BRONZE TABLET SET IN A CONCRETE POST,
 CB0852'LOCATED 3 FEET SOUTH OF EAST-WEST FENCE.  THE TABLET PROJECTS
 CB0852'0.3 FOOT AND IS STAMPED SCHMIDT 1956-1799- R.M. 2 1967.
 CB0852'
 CB0852'THE DISTANCE BETWEEN REFERENCE MARKS IS 64.11 FEET (19.539
 CB0852'METERS).
 CB0852'
 CB0852'THE EOLA WATER TANK, 1.6 MILES WEST-SOUTHWEST IS VISIBLE FROM
 CB0852'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CB0852'
 CB0852'ELEVATION = 1797.40 FEET (FLY LEVEL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2015 ***********************************************************************
 AY2015  DESIGNATION -  SCHMIDT ASTRONOMIC STA 1924
 AY2015  PID         -  AY2015
 AY2015  STATE/COUNTY-  TX/MEDINA
 AY2015  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY2015
 AY2015                         *CURRENT SURVEY CONTROL
 AY2015  ___________________________________________________________________
 AY2015* NAD 83(1993)-  29 22 14.24189(N)    099 00 14.22319(W)     ADJUSTED  
 AY2015* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 AY2015  ___________________________________________________________________
 AY2015  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AY2015  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AY2015
 AY2015  HORZ ORDER  -  SECOND
 AY2015
 AY2015.The horizontal coordinates were established by classical geodetic methods
 AY2015.and adjusted by the National Geodetic Survey in February 1996..
 AY2015
 AY2015.The orthometric height was scaled from a topographic map.
 AY2015
 AY2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2015
 AY2015.The geoid height was determined by GEOID03.
 AY2015
 AY2015;                    North         East     Units Scale Factor Converg.
 AY2015;SPC TXSC     - 4,170,372.239   599,616.464   MT  0.99986344   -0 00 07.0
 AY2015;SPC TXSC     -13,682,296.25  1,967,241.68   sFT  0.99986344   -0 00 07.0
 AY2015;UTM  14      - 3,249,048.583   499,616.565   MT  0.99960000   -0 00 07.0
 AY2015
 AY2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2015!SPC TXSC     -   0.99995398  x   0.99986344  =   0.99981743
 AY2015!UTM  14      -   0.99995398  x   0.99960000  =   0.99955400
 AY2015
 AY2015                          SUPERSEDED SURVEY CONTROL
 AY2015
 AY2015  NAD 83(1986)-  29 22 14.24462(N)    099 00 14.20614(W) AD(       ) 2
 AY2015  NAD 27      -  29 22 13.40300(N)    099 00 13.09400(W) AD(       ) 2
 AY2015
 AY2015.Superseded values are not recommended for survey control.
 AY2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2015.See file dsdata.txt to determine how the superseded data were derived.
 AY2015
 AY2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9961749049(NAD 83)
 AY2015_MARKER: Z = SEE DESCRIPTION
 AY2015_SETTING: 0 = UNSPECIFIED SETTING
 AY2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY2015
 AY2015  HISTORY     - Date     Condition        Report By
 AY2015  HISTORY     - 1924     MONUMENTED       CGS
 AY2015  HISTORY     - 20021028 GOOD             USPSQD
 AY2015
 AY2015                          STATION DESCRIPTION
 AY2015
 AY2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY2015'STATION REACHED BY THE SAN ANTONIO-DEL RIO HIGHWAY TO
 AY2015'DUNLAY, THENCE ALONG LANE N 1.2 MILES TO FIRST ROAD GATE ON
 AY2015'LEFT WHICH LEADS INTO SCHMIDTS PASTURE, THENCE THROUGH
 AY2015'PASTURE ABOUT 1 MILE TO TRAIL LEADING TO STATION.
 AY2015
 AY2015                          STATION RECOVERY (2002)
 AY2015
 AY2015'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY2015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2017 ***********************************************************************
 AY2017  DESIGNATION -  SCHMIDT USGS 1924
 AY2017  PID         -  AY2017
 AY2017  STATE/COUNTY-  TX/MEDINA
 AY2017  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY2017
 AY2017                         *CURRENT SURVEY CONTROL
 AY2017  ___________________________________________________________________
 AY2017* NAD 83(1993)-  29 22 14.44009(N)    099 00 14.57180(W)     ADJUSTED  
 AY2017* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 AY2017  ___________________________________________________________________
 AY2017  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AY2017  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AY2017
 AY2017  HORZ ORDER  -  SECOND
 AY2017
 AY2017.The horizontal coordinates were established by classical geodetic methods
 AY2017.and adjusted by the National Geodetic Survey in February 1996..
 AY2017
 AY2017.The orthometric height was scaled from a topographic map.
 AY2017
 AY2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2017
 AY2017.The geoid height was determined by GEOID03.
 AY2017
 AY2017;                    North         East     Units Scale Factor Converg.
 AY2017;SPC TXSC     - 4,170,378.341   599,607.063   MT  0.99986344   -0 00 07.1
 AY2017;SPC TXSC     -13,682,316.27  1,967,210.84   sFT  0.99986344   -0 00 07.1
 AY2017;UTM  14      - 3,249,054.683   499,607.167   MT  0.99960000   -0 00 07.1
 AY2017
 AY2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2017!SPC TXSC     -   0.99995398  x   0.99986344  =   0.99981743
 AY2017!UTM  14      -   0.99995398  x   0.99960000  =   0.99955400
 AY2017
 AY2017                          SUPERSEDED SURVEY CONTROL
 AY2017
 AY2017  NAD 83(1986)-  29 22 14.44277(N)    099 00 14.55474(W) AD(       ) 2
 AY2017  NAD 27      -  29 22 13.60100(N)    099 00 13.44200(W) AD(       ) 2
 AY2017
 AY2017.Superseded values are not recommended for survey control.
 AY2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2017.See file dsdata.txt to determine how the superseded data were derived.
 AY2017
 AY2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9960749055(NAD 83)
 AY2017_MARKER: DD = SURVEY DISK
 AY2017_SETTING: 0 = UNSPECIFIED SETTING
 AY2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY2017
 AY2017  HISTORY     - Date     Condition        Report By
 AY2017  HISTORY     - 1924     MONUMENTED       CGS
 AY2017  HISTORY     - 1935     GOOD             CGS
 AY2017
 AY2017                          STATION DESCRIPTION
 AY2017
 AY2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY2017'STANDARD TABLET OF THE UNITED STATES GEOLOGICAL SURVEY IN
 AY2017'A FLAT ROCK, 6.290 METERS (20.64 FEET) N 02 DEG 02 MIN W
 AY2017'FROM STATION SCHMIDT.
 AY2017
 AY2017                          STATION RECOVERY (1935)
 AY2017
 AY2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2017'STATION RECOVERED IN GOOD CONDITION JUST TO THE N OF U.S.C.
 AY2017'AND G.S. STATION SCHMIDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0853 ***********************************************************************
 CB0853  DESIGNATION -  SCHMIDT USGS 1967 RM 2
 CB0853  PID         -  CB0853
 CB0853  STATE/COUNTY-  TX/CONCHO
 CB0853  USGS QUAD   -  EOLA (1984)
 CB0853
 CB0853                         *CURRENT SURVEY CONTROL
 CB0853  ___________________________________________________________________
 CB0853* NAD 83(1993)-  31 24 11.29676(N)    100 02 54.92416(W)     ADJUSTED  
 CB0853* NAVD 88     -       548.5    (meters)    1800.     (feet)  VERTCON   
 CB0853  ___________________________________________________________________
 CB0853  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CB0853  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CB0853
 CB0853  HORZ ORDER  -  SECOND
 CB0853
 CB0853.The horizontal coordinates were established by classical geodetic methods
 CB0853.and adjusted by the National Geodetic Survey in February 1996..
 CB0853
 CB0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0853
 CB0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0853
 CB0853.The geoid height was determined by GEOID03.
 CB0853
 CB0853;                    North         East     Units Scale Factor Converg.
 CB0853;SPC TX C     - 3,192,533.420   727,076.554   MT  0.99990624   +0 08 48.0
 CB0853;SPC TX C     -10,474,170.06  2,385,416.99   sFT  0.99990624   +0 08 48.0
 CB0853;UTM  14      - 3,474,756.474   400,316.280   MT  0.99972256   -0 32 47.1
 CB0853
 CB0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0853!SPC TX C     -   0.99991769  x   0.99990624  =   0.99982394
 CB0853!UTM  14      -   0.99991769  x   0.99972256  =   0.99964028
 CB0853
 CB0853:                Primary Azimuth Mark                     Grid Az
 CB0853:SPC TX C     -  TANK                                     188 06 24.8
 CB0853:UTM  14      -  TANK                                     188 47 59.9
 CB0853
 CB0853|---------------------------------------------------------------------|
 CB0853| PID    Reference Object                     Distance      Geod. Az  |
 CB0853|                                                           dddmmss.s |
 CB0853| CB0855 TANK                                APPROX.13.7 KM 1881512.8 |
 CB0853| CB0854 EOLA WATER TANK SEC                 APPROX. 4.1 KM 2564549.7 |
 CB0853|---------------------------------------------------------------------|
 CB0853
 CB0853                          SUPERSEDED SURVEY CONTROL
 CB0853
 CB0853  NAD 83(1986)-  31 24 11.30372(N)    100 02 54.90980(W) AD(       ) 2
 CB0853  NAD 27      -  31 24 10.72638(N)    100 02 53.62378(W) AD(       ) 2
 CB0853  NGVD 29 (07/19/86)  548.4    (m)         1799.     (f) VERT ANG       
 CB0853
 CB0853.Superseded values are not recommended for survey control.
 CB0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0853.See file dsdata.txt to determine how the superseded data were derived.
 CB0853
 CB0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV0031674756(NAD 83)
 CB0853_MARKER: DR = REFERENCE MARK DISK
 CB0853_SETTING: 0 = UNSPECIFIED SETTING
 CB0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0853
 CB0853  HISTORY     - Date     Condition        Report By
 CB0853  HISTORY     - 1967     MONUMENTED       USGS
 CB0853
 CB0853                          STATION DESCRIPTION
 CB0853
 CB0853'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CB0853'STATION IS LOCATED 7.2 MILES SOUTH AND 7.6 MILES WEST OF PAINT
 CB0853'ROCK, 2.4 MILES EAST AND 0.3 MILE NORTH OF EOLA, IN A MESQUITE
 CB0853'GROVE 0.4 MILE NORTH OF FARM ROAD 765.  97 FEET EAST OF A
 CB0853'TO REACH FROM THE JUNCTION OF FARM ROADS 381 AND 765 IN EOLA,
 CB0853'GO 2.4 MILES EAST ON FARM ROAD 765 TO A FIELD GATE ON THE
 CB0853'LEFT AT WEST EDGE OF MESQUITE GROVE, TURN LEFT THRU GATE AND
 CB0853'GO 0.35 MILE NORTH ALONG WEST SIDE OF NORTH-SOUTH FENCE TO A
 CB0853'FENCE EAST AND THE STATION SITE 97 FEET EAST.
 CB0853'REFERENCE MARK NO. 2--A USGS BRONZE TABLET SET IN A CONCRETE POST,
 CB0853'LOCATED 3 FEET SOUTH OF EAST-WEST FENCE.  THE TABLET PROJECTS
 CB0853'0.3 FOOT AND IS STAMPED SCHMIDT 1956-1799- R.M. 2 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0595 ***********************************************************************
 EO0595  DESIGNATION -  SCHMUCKER
 EO0595  PID         -  EO0595
 EO0595  STATE/COUNTY-  TX/CASTRO
 EO0595  USGS QUAD   -  NAZARETH SW (1965)
 EO0595
 EO0595                         *CURRENT SURVEY CONTROL
 EO0595  ___________________________________________________________________
 EO0595* NAD 83(1993)-  34 31 13.20565(N)    102 07 41.51117(W)     ADJUSTED  
 EO0595* NAVD 88     -      1159.5    (meters)    3804.     (feet)  VERTCON   
 EO0595  ___________________________________________________________________
 EO0595  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 EO0595  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 EO0595
 EO0595  HORZ ORDER  -  SECOND
 EO0595
 EO0595.The horizontal coordinates were established by classical geodetic methods
 EO0595.and adjusted by the National Geodetic Survey in February 1996..
 EO0595
 EO0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0595
 EO0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0595
 EO0595.The geoid height was determined by GEOID03.
 EO0595
 EO0595;                    North         East     Units Scale Factor Converg.
 EO0595;SPC TX N     - 1,057,909.222   142,318.870   MT  1.00003258   -0 21 50.6
 EO0595;SPC TX N     - 3,470,823.84    466,924.49   sFT  1.00003258   -0 21 50.6
 EO0595;UTM  13      - 3,823,597.918   763,616.552   MT  1.00045666   +1 37 42.2
 EO0595
 EO0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0595!SPC TX N     -   0.99982206  x   1.00003258  =   0.99985463
 EO0595!UTM  13      -   0.99982206  x   1.00045666  =   1.00027864
 EO0595
 EO0595|---------------------------------------------------------------------|
 EO0595| PID    Reference Object                     Distance      Geod. Az  |
 EO0595|                                                           dddmmss.s |
 EO0595| CJ8452 SCHMUCKER RM 2                       49.527 METERS 09128     |
 EO0595| CJ8450 SCHMUCKER AZ MK                                    1531035.0 |
 EO0595| CJ8451 SCHMUCKER RM 1                       62.704 METERS 35856     |
 EO0595|---------------------------------------------------------------------|
 EO0595
 EO0595                          SUPERSEDED SURVEY CONTROL
 EO0595
 EO0595  NAD 83(1986)-  34 31 13.21249(N)    102 07 41.50353(W) AD(       ) 2
 EO0595  NAD 27      -  34 31 12.94700(N)    102 07 39.82400(W) AD(       ) 2
 EO0595  NGVD 29 (07/19/86) 1159.0    (m)         3802.     (f) VERT ANG       
 EO0595
 EO0595.Superseded values are not recommended for survey control.
 EO0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0595.See file dsdata.txt to determine how the superseded data were derived.
 EO0595
 EO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6361723598(NAD 83)
 EO0595_MARKER: DS = TRIANGULATION STATION DISK
 EO0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0595
 EO0595  HISTORY     - Date     Condition        Report By
 EO0595  HISTORY     - 1935     MONUMENTED       CGS
 EO0595  HISTORY     - 1938     GOOD             TXHD
 EO0595  HISTORY     - 1959     GOOD             CGS
 EO0595
 EO0595                          STATION DESCRIPTION
 EO0595
 EO0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0595'STATION IS ABOUT 11 MILES E OF DIMMITT, IN THE SW CORNER OF A
 EO0595'BARNYARD LOT ON A RANCH OWNED AND OCCUPIED BY MR. ANTON
 EO0595'SCHMUCKER, IN THE NE 1/4 OF SECTION 260, BLOCK M 6, 31 FEET
 EO0595'N OF THE S CORRAL FENCE, 46 FEET E OF THE W CORRAL FENCE,
 EO0595'AND 56 FEET NE OF THE SW CORNER OF THE CORRAL.  THE MARK
 EO0595'PROJECTS 4 INCHES.
 EO0595'
 EO0595'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0595'BRONZE DISKS SET IN CONCRETE.
 EO0595'
 EO0595'REFERENCE MARK NO. 1 IS N OF THE STATION AND PROJECTS 6 INCHES.
 EO0595'IT IS LOCATED 42 FEET E OF A FENCE T-INTERSECTION, WHICH FORMS
 EO0595'THE NW CORNER OF THE LOT THE STATION IS IN, 1-1/2 FEET S
 EO0595'OF THE N LOT FENCE.
 EO0595'
 EO0595'REFERENCE MARK NO. 2 IS E OF THE STATION, IN THE SAME LOT,
 EO0595'AND PROJECTS 6 INCHES.  IT IS LOCATED 1-1/2 FEET W OF THE E
 EO0595'CORRAL FENCE AND 28 FEET N OF THE SE CORNER OF THE CORRAL.
 EO0595'
 EO0595'AZIMUTH MARK IS SSE OF THE STATION AND PROJECTS 6 INCHES.
 EO0595'ONE FOOT E OF THE W RIGHT-OF-WAY FENCE OF A GRADED ROAD,
 EO0595'24 FEET W OF THE CENTER LINE OF THE GRADED ROAD AND 33 FEET
 EO0595'N OF A FENCE T-INTERSECTION.
 EO0595'
 EO0595'THE STATION IS REACHED FROM A LARGE, WHITE CHURCH (CATHOLIC)
 EO0595'IN THE SMALL TOWN OF NAZARETH BY DRIVING N 0.1 MILE, THEN W
 EO0595'0.1 MILE, AND THEN S ON A GRADED SECTION-LINE ROAD FOR 1.5
 EO0595'MILES (CROSSING STATE HIGHWAY 86 AT 0.5 MILE), TURN RIGHT AND
 EO0595'GO W FOR 1.0 MILE, THEN S 0.2 MILE TO A ROAD LEADING INTO
 EO0595'MR. ANTON SCHMUCKERS FARM BUILDINGS.  DRIVE W 0.2 MILE TO A
 EO0595'GATE IN THE NE CORNER OF A FEED-STACK LOT, WHICH IS ABOUT 75
 EO0595'YARDS SW OF THE HOUSE.  PASS THROUGH THE GATE AND DRIVE ABOUT
 EO0595'50 YARDS TO THE SW CORNER OF THE LOT AND THE STATION.
 EO0595'
 EO0595'ALL OF THE OBJECTS EXCEPT STATIONS HART, MULLER, DIMMIT,
 EO0595'LAMBERT AND HENDRIX ARE VISIBLE FROM THE GROUND.
 EO0595'
 EO0595'WITH A 20-FOOT STAND AT STATION HENDRIX, A 35-FOOT TOWER WILL
 EO0595'CLEAR ALL OF THE LINES.
 EO0595
 EO0595                          STATION RECOVERY (1938)
 EO0595
 EO0595'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0595'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 EO0595'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 EO0595
 EO0595                          STATION RECOVERY (1959)
 EO0595
 EO0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HDW)
 EO0595'STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 EO0595'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 EO0595'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0956 ***********************************************************************
 CB0956  DESIGNATION -  SCHNEEMAN
 CB0956  PID         -  CB0956
 CB0956  STATE/COUNTY-  TX/CROCKETT
 CB0956  USGS QUAD   -  BIG LAKE SW (1971)
 CB0956
 CB0956                         *CURRENT SURVEY CONTROL
 CB0956  ___________________________________________________________________
 CB0956* NAD 83(1993)-  31 00 41.06868(N)    101 24 59.18898(W)     ADJUSTED  
 CB0956* NAVD 88     -       832.2    (meters)    2730.     (feet)  VERTCON   
 CB0956  ___________________________________________________________________
 CB0956  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CB0956  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CB0956
 CB0956  HORZ ORDER  -  FIRST
 CB0956
 CB0956.The horizontal coordinates were established by classical geodetic methods
 CB0956.and adjusted by the National Geodetic Survey in February 1996..
 CB0956
 CB0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0956
 CB0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0956
 CB0956.The geoid height was determined by GEOID03.
 CB0956
 CB0956;                    North         East     Units Scale Factor Converg.
 CB0956;SPC TX C     - 3,149,574.701   596,584.745   MT  0.99988176   -0 33 28.3
 CB0956;SPC TX C     -10,333,229.66  1,957,295.12   sFT  0.99988176   -0 33 28.3
 CB0956;UTM  14      - 3,433,373.499   269,307.005   MT  1.00025651   -1 14 43.9
 CB0956
 CB0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0956!SPC TX C     -   0.99987309  x   0.99988176  =   0.99975486
 CB0956!UTM  14      -   0.99987309  x   1.00025651  =   1.00012956
 CB0956
 CB0956:                Primary Azimuth Mark                     Grid Az
 CB0956:SPC TX C     -  HENDERSON WINDMILL                       005 31 04.1
 CB0956:UTM  14      -  HENDERSON WINDMILL                       006 12 19.7
 CB0956
 CB0956|---------------------------------------------------------------------|
 CB0956| PID    Reference Object                     Distance      Geod. Az  |
 CB0956|                                                           dddmmss.s |
 CB0956| CH9948 HENDERSON WINDMILL                                 0045735.8 |
 CB0956| CI0438 SCHNEEMAN RM 1 AZIMUTH               34.180 METERS 00835     |
 CB0956| CI0440 SCHNEEMAN RM 2                      123.514 METERS 06334     |
 CB0956| CI0439 SCHNEEMAN RM 1                       34.159 METERS 30626     |
 CB0956| CB0958 BIG LAKE MUNICIPAL TANK             APPROX.20.5 KM 3475813.6 |
 CB0956|---------------------------------------------------------------------|
 CB0956
 CB0956                          SUPERSEDED SURVEY CONTROL
 CB0956
 CB0956  NAD 83(1986)-  31 00 41.07857(N)    101 24 59.17482(W) AD(       ) 1
 CB0956  NAD 27      -  31 00 40.50000(N)    101 24 57.76100(W) AD(       ) 1
 CB0956  NGVD 29 (07/19/86)  831.9    (m)         2729.     (f) VERT ANG       
 CB0956
 CB0956.Superseded values are not recommended for survey control.
 CB0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0956.See file dsdata.txt to determine how the superseded data were derived.
 CB0956
 CB0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV6930733373(NAD 83)
 CB0956_MARKER: DS = TRIANGULATION STATION DISK
 CB0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0956
 CB0956  HISTORY     - Date     Condition        Report By
 CB0956  HISTORY     - 1932     MONUMENTED       CGS
 CB0956  HISTORY     - 1935     GOOD             CGS
 CB0956  HISTORY     - 1939     GOOD             CGS
 CB0956  HISTORY     - 1943     GOOD             CGS
 CB0956  HISTORY     - 1968     GOOD             CGS
 CB0956
 CB0956                          STATION DESCRIPTION
 CB0956
 CB0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CB0956'ABOUT 15 MILES SOUTHSOUTHEAST OF BIG LAKE, ON HIGH POINT OF
 CB0956'RIDGE ON THE SCHEEMAN RANCH, ABOUT 1 MILE SOUTH OF PROMINENT
 CB0956'WINDMILL ON SAME RIDGE, 400 FEET WEST AND 10 FEET SOUTH OF BLAZED
 CB0956'FENCE POST IN NORTH-AND-SOUTH FENCE LINE, AND 1,650 FEET SOUTH
 CB0956'OF AN EAST-AND-WEST FENCE LINE.  TO REACH THE STATION FROM
 CB0956'BIG LAKE RAILROAD STATION GO SOUTH 0.4 MILE FROM THE RAILROAD
 CB0956'CROSSING.  TURN WEST AND GO 0.25 MILE.  GO SOUTH 4.0 MILES TO
 CB0956'A RED BUMPER GATE.  GO THROUGH GATE AND CONTINUE ON 2.25 MILES
 CB0956'TO BUMPER GATE.  GO THROUGH GATE AND CONTINUE 2.2 MILES TO
 CB0956'BUMPER GATE.  GO THROUGH GATE AND ALONG MAIN ROAD TO SOUTH
 CB0956'AND EAST 1.9 MILES TO A SIGN IN ROAD FORK MARKED BY A LAZY
 CB0956'JH BRAND AND THE NAME MC MICHAEL.  FOLLOW LEFT FORK TO THE MC
 CB0956'MICHAEL RANCH.  GO THROUGH CORRALS AND TURN NORTH ALONG EAST
 CB0956'SIDE OF A NORTH-AND-SOUTH FENCE 0.8 MILE TO A GATE.
 CB0956'GO THROUGH GATE AND ALONG PLAIN ROAD TO RIGHT 1.5 MILES TO
 CB0956'GATE LEADING INTO A PLOT IN WHICH A WINDMILL IS LOCATED.  GO
 CB0956'THROUGH THIS GATE AND CONTINUE SOUTH ALONG WEST FENCE
 CB0956'LINE 1.4 MILES TO A GATE ON THE RIGHT.  GO THROUGH THIS
 CB0956'GATE AND CONTINUE SOUTH ALONG WEST SIDE OF FENCE LINE 0.2
 CB0956'MILE TO BLAZED POST AND STATION.  SURFACE AND UNDERGROUND MARKS
 CB0956'ARE STANDARD DISK STATION MARKS IN CONCRETE.
 CB0956'SURFACE MARK PROJECTS 3 INCHES ABOVE GROUND.
 CB0956'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 CB0956'NO. 1 PROJECTS 6 INCHES ABOVE THE GROUND, IS IN THE
 CB0956'EAST-AND-WEST FENCE LINE, AND APPROXIMATELY 1,680 FEET
 CB0956'FROM STATION N 08 DEG 35 MIN E.  NO. 2 PROJECTS
 CB0956'6 INCHES ABOVE GROUND, IS 1 FOOT WEST OF THE NORTH-AND-SOUTH
 CB0956'FENCE LINE, 55 FEET SOUTH OF BLAZED FENCE POST, AND 405 FEET FROM
 CB0956'STATION N 63 DEG 31 MIN E.  BEARING FROM STATION OF
 CB0956'BIG LAKE MUNICIPAL WATER TANK, FINIAL, IS N 12 DEG 02 MIN W.
 CB0956'WINDMILL, 1 MILE DISTANT, IS N 04 DEG 57 MIN E.
 CB0956
 CB0956                          STATION RECOVERY (1935)
 CB0956
 CB0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0956'STATION IS LOCATED ABOUT 13 MILES SOUTH AND 2 MILES EAST OF
 CB0956'BIG LAKE, 8-1/2 MILES SOUTH AND 14 MILES WEST OF BARNHART, ON
 CB0956'A HIGH FLAT TOPPED RIDGE IN THE PASTURE OF MR. SCHNEEMAN NOW
 CB0956'LEASED BY MR. PERNER.
 CB0956'
 CB0956'REACHED FROM THE JUNCTION OF STATE ROUTE 163 AND MIDWAY LANE
 CB0956'(THIS JUNCTION IS 14.5 MILES SOUTH OF BARNHART AND 14.0 MILES
 CB0956'NORTH OF OZONA) BY GOING WEST ON MIDWAY LANE (GRADED DIRT AND
 CB0956'ROCK) FOR 16.6 MILES TO BUMP GATE, CONTINUE STRAIGHT AHEAD (W)
 CB0956'FOR 0.2 MILES, TAKE RIGHT FORK (NW) FOR 1.0 MILES, TAKE RIGHT
 CB0956'FORK (N) FOLLOW MAIN GRADED ROAD FOR 8.6 MILES, TURN RIGHT (E)
 CB0956'JUST AFTER PASSING THROUGH BUMP GATE AND FOLLOW ROAD ALONG
 CB0956'NORTH SIDE OF FENCE FOR 0.8 MILES TO THE J.H. MICHAEL RANCH.
 CB0956'AFTER PASSING THROUGH CORRAL (ABOUT 100 YARDS N OF RANCH
 CB0956'HOUSE) TURN LEFT (NE) AND FOLLOW ROAD ALONG SE SIDE OF FENCE
 CB0956'FOR 0.8 MILES TO PLANK GATE, PASS THROUGH GATE AND FOLLOW
 CB0956'MAIN RANCH ROAD IN AN EASTERLY DIRECTION FOR 1.4 MILES, TURN
 CB0956'RIGHT (S) ABOUT 200 FT.  WEST OF PLANK GATE AND FOLLOW ALONG
 CB0956'WEST SIDE OF N-S FENCE (NO ROAD) FOR 1.25 MILES TO A GATE
 CB0956'IN A T-FENCE CORNER AT R.M.  1.  PASS THROUGH GATE AND KEEP S
 CB0956'ALONG FENCE FOR 0.25 MILES, THEN TURN RIGHT (W) FOR 0.1
 CB0956'MILES TO STATION.
 CB0956'
 CB0956'STATION IS MARKED BY A STANDARD DISC CAST IN TOP OF A 24 IN
 CB0956'X 24 IN CONCRETE BLOCK, INSCRIBED SCHNEEMAN 1932, PROJECTING ABOUT
 CB0956'4 INCHES ABOVE THE SURFACE OF THE GROUND.  MARK FOUND TO BE
 CB0956'IN PERFECT CONDITION.
 CB0956'
 CB0956'R.M. 1 IS APPROXIMATELY 0.25 MILES NNE OF STATION ON EAST SIDE OF
 CB0956'T-FENCE CORNER AND ALSO GATE.  MARK IS A STANDARD DISC CAST IN
 CB0956'TOP OF A 12 IN X 12 IN CONCRETE BLOCK, INSCRIBED SCHNEEMAN
 CB0956'NO 1 1932, PROJECTING ABOUT 10 INCHES ABOVE THE SURFACE OF
 CB0956'THE GROUND.  MARK FOUND TO BE IN PERFECT CONDITION.  DISTANCE
 CB0956'WAS NOT CHECKED AS CONSIDERABLE AMOUNT OF BRUSH CLEARING WOULD
 CB0956'HAVE BEEN NECESSARY, HOWEVER THE DIRECTION WAS MEASURED.
 CB0956'
 CB0956'R.M. 2 IS 123.420 METERS, 404.93 FEET ENE OF STATION, 1 FT. WEST
 CB0956'OF N-S FENCE.  MARK IS A STANDARD DISC CAST IN TOP OF A 12 IN
 CB0956'X 12 IN CONCRETE BLOCK, INSCRIBED SCHNEEMAN NO 2 1932, PROJECTING
 CB0956'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.  MARK FOUND
 CB0956'TO BE IN PERFECT CONDITION.
 CB0956'
 CB0956'R.M. 1 (1935) WAS ESTABLISHED AS THE 3RD REFERENCE MARK, AND
 CB0956'IS 34.159 METERS, 112.09 FEET WNW OF STATION.  MARK IS A STANDARD
 CB0956'DISC CAST IN TOP OF A 8 IN CONCRETE CYLINDER, INSCRIBED SCHNEEMAN
 CB0956'NO 1 1935, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 CB0956'GROUND.
 CB0956
 CB0956                          STATION RECOVERY (1939)
 CB0956
 CB0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ACR)
 CB0956'STATION MARK IN GOOD CONDITION.  THE FIRST RED BUMPER GATE
 CB0956'HAS BEEN TAKEN OUT AND IS REPLACED BY A CATTLE GUARD.  THE LAZY
 CB0956'J.H. BRAND AND THE NAME MC MICHAEL SIGN HAS BEEN DESTROYED AND
 CB0956'ANOTHER PERSON IS RENTING THIS RANCH.  THE RENTER WAS NOT AT
 CB0956'HOME AND WAS UNABLE TO FIND OUT HIS NAME.
 CB0956
 CB0956                          STATION RECOVERY (1943)
 CB0956
 CB0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CB0956'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CB0956'THIS STATION WAS NOT OCCUPIED, THEREFORE THE DISTANCES AND
 CB0956'DIRECTIONS TO THE AZIMUTH MARK AND REFERENCE MARKS WERE NOT
 CB0956'CHECKED.
 CB0956'
 CB0956'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 13 MILES
 CB0956'SOUTH-SOUTHEAST OF BIG LAKE, 16 MILES SOUTHWEST OF BARNHART,
 CB0956'AND 25 MILES NORTH-NORTHWEST OF OZONA.  ON LAND OWNED BY MR.
 CB0956'SCHNEEMAN.  IT IS ON A HIGH, FLAT-TOPPED RIDGE IN A PASTURE.
 CB0956'
 CB0956'TO REACH FROM THE TRAFFIC LIGHT NORTH OF THE POST OFFICE IN
 CB0956'BIG LAKE, GO WEST ON U.S. HIGHWAY 67 FOR 0.35 MILE TO CROSSROADS.
 CB0956'TURN LEFT, SOUTH, FOR 8.85 MILE.  CROSS CATTLE GUARD AND CONTINUE
 CB0956'SOUTHEAST FOR 1.1 MILE TO ANOTHER CATTLE GUARD.  CONTINUE
 CB0956'SOUTHEAST FOR 0.9 MILE TO A FORK JUST AFTER PASSING UNDER
 CB0956'A POWER LINE.  TAKE LEFT FORK AND FOLLOW TRACK ROAD 0.85
 CB0956'MILE TO A WOOD GATE JUST NORTH OF A WINDMILL AT A RANCH HOUSE.
 CB0956'PASS THROUGH GATE AND GO STRAIGHT AHEAD ABOUT 50 YARDS TO A
 CB0956'TRACK ROAD.  TURN SHARP LEFT ALONG TRACK ROAD, NORTHERLY,
 CB0956'ALONG THE EAST SIDE OF A FENCE, FOR 0.85 MILE TO A WOOD
 CB0956'GATE.  GO THROUGH THIS GATE AND FOLLOW MAIN RANCH ROAD
 CB0956'NORTHEAST AND EAST FOR 1.6 MILES TO A FENCE CORNER ABOUT 25 YARDS
 CB0956'TO THE RIGHT OF THE ROAD.  (A WOOD GATE IS ABOUT 75 YARDS
 CB0956'EAST OF THE CORNER.) TURN RIGHT AND GO SOUTH ALONG THE WEST
 CB0956'SIDE OF THE FENCE 0.55 MILE TO A RED WOOD GATE AT WEST SIDE
 CB0956'OF THE CORRAL.  GO THROUGH THE GATE AND CONTINUE SOUTH 0.7
 CB0956'MILE TO AN OLD FENCE CORNER, AND REFERENCE MARK NO. 1 WHICH
 CB0956'IS ON THE EAST SIDE OF THE FENCE.  CONTINUE SOUTH ALONG THE WEST
 CB0956'SIDE OF THE FENCE 0.2 MILE TO A STEEL GATE ON LEFT AND
 CB0956'INTERSECTION WITH RANCH ROAD.  TURN RIGHT ON RANCH ROAD
 CB0956'0.15 MILE, THEN LEFT, SOUTH, 60 YARDS TO STATION.
 CB0956'
 CB0956'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 CB0956'STAMPED SCHNEEMAN 1932, SET IN TOP OF A 24-INCH SQUARE CONCRETE
 CB0956'BLOCK, PROJECTING 4 INCHES ABOVE THE GROUND.
 CB0956'
 CB0956'REFERENCE MARK NO. 1, 1932, THE AZIMUTH MARK, IS A STANDARD
 CB0956'REFERENCE MARK DISK, STAMPED SCHNEEMAN NO 1 1932, SET IN TOP OF
 CB0956'A 12-INCH CONCRETE BLOCK, PROJECTING 10 INCHES ABOVE THE GROUND.
 CB0956'IT IS ABOUT 0.25 MILE NORTH-NORTHEAST OF THE STATION AT THE OLD
 CB0956'FENCE CORNER MENTIONED ABOVE.
 CB0956'
 CB0956'REFERENCE MARK NO. 1, 1935, A STANDARD REFERENCE MARK DISK,
 CB0956'STAMPED SCHNEEMAN NO 1, 1935, SET IN TOP OF A 12-INCH SQUARE
 CB0956'BLOCK OF CONCRETE PROJECTING 4 INCHES ABOVE THE GROUND, IS
 CB0956'WEST-NORTHWEST OF THE STATION.
 CB0956'
 CB0956'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION.  A
 CB0956'STANDARD REFERENCE MARK DISK, STAMPED SCHNEEMAN NO 2 1932, SET
 CB0956'IN TOP OF A 12-INCH SQUARE BLOCK OF CONCRETE PROJECTING 8
 CB0956'INCHES ABOVE THE SURFACE OF THE GROUND.
 CB0956
 CB0956                          STATION RECOVERY (1968)
 CB0956
 CB0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0956'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THERE
 CB0956'ARE TWO REFERENCE MARKS NO 1 AT THIS STATION, REFERENCE MARK NO
 CB0956'1 1932 WAS USED AS AN AZIMUTH MARK.  DUE TO CHANGES IN THE ROADS
 CB0956'A COMPLETE NEW DESCRIPTION FOLLOWS.
 CB0956'
 CB0956'THE STATION IS LOCATED ABOUT 24 MILES NORTHWEST OF OZONA, 15
 CB0956'MILES SOUTH-SOUTHEAST OF BIG LAKE, 14 MILES SOUTHWEST OF BARNHART
 CB0956'ON LAND OWNED BY THE UNIVERSITY OF TEXAS AND LEASED BY MR. MAX
 CB0956'SCHNEEMAN.
 CB0956'
 CB0956'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CB0956'STATE HIGHWAY 137 AT THE WEST EDGE OF BIG LAKE, GO SOUTH ON
 CB0956'STATE HIGHWAY 137 FOR 7.4 MILES TO THE CROCKETT COUNTY
 CB0956'LINE.  CONTINUE AHEAD FOR 0.45 MILE TO A COUNTY ROAD LEFT.  TURN
 CB0956'LEFT AND GO EAST ON THE BLADED ROAD FOR 1.7 MILES TO A FORK.
 CB0956'TAKE THE RIGHT FORK AND GO SOUTH AFTER CROSSING THE CATTLE GUARD
 CB0956'FOR 1.95 MILES TO A SIDE ROAD LEFT, AFTER CROSSING A CATTLE
 CB0956'GUARD.  TURN SHARP LEFT ON THE BLADED ROAD AND GO EASTERLY FOR 0.5
 CB0956'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO EASTERLY FOR 1.5
 CB0956'MILES TO A CATTLE GUARD AND A SIDE ROAD RIGHT.  TURN RIGHT
 CB0956'AND GO SOUTH, (THE ROAD STRAIGHT AHEAD LEADS TO MR. SCHNEEMANS
 CB0956'HOUSE) FOR 0.55 MILE TO A CATTLE GUARD, CONTINUE SOUTHERLY FOR
 CB0956'0.1 MILE TO A CROSSROAD AND SIGN HANSON AND ALLEN INC.  TURN
 CB0956'RIGHT AND FOLLOW THE MAIN ROAD FOR 0.7 MILE TO A WINDMILL.
 CB0956'CONTINUE AHEAD ON THE MAIN ROAD SOUTH AND WESTERLY FOR 0.35 MILE
 CB0956'TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND GO LEFT,
 CB0956'SOUTHERLY ON THE TRACK ROAD FOR 0.05 MILE TO A GATE.  PASS
 CB0956'THROUGH THE GATE AND CONTINUE SOUTHERLY ON THE TRACK ROAD
 CB0956'FOR 0.25 MILE TO REFERENCE MARK 1, (AZIMUTH MARK), ON THE
 CB0956'LEFT.  CONTINUE AHEAD SOUTHERLY ON THE TRACK ROAD FOR 0.3 MILE
 CB0956'TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON THE DIM
 CB0956'TRACK ROAD FOR 0.05 MILE TO THE STATION.
 CB0956'
 CB0956'THE STATION MARK IS A STANDARD DISK STAMPED SCHNEEMAN 1932, SET
 CB0956'IN THE TOP OF A 24-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CB0956'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 243 FEET SOUTHEAST OF
 CB0956'A TRACK ROAD AND 2.3 FEET NORTHEAST OF A METAL WITNESS POST.
 CB0956'
 CB0956'REFERENCE MARK 1 1932, USED AS THE AZIMUTH MARK, IS A STANDARD
 CB0956'DISK STAMPED SCHNEEMAN NO 1 1932, SET IN THE TOP OF A 12-INCH
 CB0956'SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND
 CB0956'SURFACE.  IT IS 53 FEET EAST OF THE CENTER OF THE TRACK ROAD,
 CB0956'2.3 FEET SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 CB0956'NORTH-SOUTH FENCE, AT THE JUNCTION OF AN OLD EAST-WEST FENCE.
 CB0956'
 CB0956'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SCHNEEMAN NO 2 1932,
 CB0956'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CB0956'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 1 FOOT WEST OF A FENCE
 CB0956'AND 407 FEET EAST OF THE METAL WITNESS POST.
 CB0956'
 CB0956'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SCHNEEMAN NO 1 1935,
 CB0956'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 4
 CB0956'INCHES ABOVE THE GROUND SURFACE.  IT IS 131 FEET SOUTHEAST OF
 CB0956'THE TRACK ROAD AND 110 FEET NORTHWEST OF THE METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0957 ***********************************************************************
 CB0957  DESIGNATION -  SCHNEEMAN RM A
 CB0957  PID         -  CB0957
 CB0957  STATE/COUNTY-  TX/CROCKETT
 CB0957  USGS QUAD   -  BIG LAKE SW (1971)
 CB0957
 CB0957                         *CURRENT SURVEY CONTROL
 CB0957  ___________________________________________________________________
 CB0957* NAD 83(1993)-  31 00 41.96820(N)    101 24 59.62996(W)     ADJUSTED  
 CB0957* NAVD 88     -       832.2    (meters)    2730.     (feet)  VERTCON   
 CB0957  ___________________________________________________________________
 CB0957  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CB0957  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CB0957
 CB0957  HORZ ORDER  -  FIRST
 CB0957
 CB0957.The horizontal coordinates were established by classical geodetic methods
 CB0957.and adjusted by the National Geodetic Survey in February 1996..
 CB0957
 CB0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0957
 CB0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0957
 CB0957.The geoid height was determined by GEOID03.
 CB0957
 CB0957;                    North         East     Units Scale Factor Converg.
 CB0957;SPC TX C     - 3,149,602.513   596,573.319   MT  0.99988176   -0 33 28.5
 CB0957;SPC TX C     -10,333,320.91  1,957,257.63   sFT  0.99988176   -0 33 28.5
 CB0957;UTM  14      - 3,433,401.456   269,295.910   MT  1.00025658   -1 14 44.1
 CB0957
 CB0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0957!SPC TX C     -   0.99987309  x   0.99988176  =   0.99975486
 CB0957!UTM  14      -   0.99987309  x   1.00025658  =   1.00012963
 CB0957
 CB0957|---------------------------------------------------------------------|
 CB0957| PID    Reference Object                     Distance      Geod. Az  |
 CB0957|                                                           dddmmss.s |
 CB0957| CB0956 SCHNEEMAN                            30.071 METERS 15706     |
 CB0957| CB0969 POWELL                              APPROX.14.8 KM 2683113.0 |
 CB0957|---------------------------------------------------------------------|
 CB0957
 CB0957                          SUPERSEDED SURVEY CONTROL
 CB0957
 CB0957  NAD 83(1986)-  31 00 41.97801(N)    101 24 59.61576(W) AD(       ) 1
 CB0957  NAD 27      -  31 00 41.39953(N)    101 24 58.20193(W) AD(       ) 1
 CB0957  NGVD 29 (07/19/86)  831.9    (m)         2729.     (f) VERT ANG       
 CB0957
 CB0957.Superseded values are not recommended for survey control.
 CB0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0957.See file dsdata.txt to determine how the superseded data were derived.
 CB0957
 CB0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV6929633401(NAD 83)
 CB0957_MARKER: DS = TRIANGULATION STATION DISK
 CB0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0957+STABILITY: SURFACE MOTION
 CB0957
 CB0957  HISTORY     - Date     Condition        Report By
 CB0957  HISTORY     - 1968     MONUMENTED       CGS
 CB0957
 CB0957                          STATION DESCRIPTION
 CB0957
 CB0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0957'THE STATION IS LOCATED ABOUT 24 MILES NORTHWEST OF OZONA, 15
 CB0957'MILES SOUTH-SOUTHEAST OF BIG LAKE, 14 MILES SOUTHWEST OF
 CB0957'BARNHART ON LAND OWNED BY THE UNIVERSITY OF TEXAS AND LEASED BY
 CB0957'MR. MAX SCHNEEMAN.
 CB0957'
 CB0957'THE STATION MARK IS A STANDARD DISK STAMPED SCHNEEMAN RM A 1968,
 CB0957'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 6
 CB0957'INCHES ABOVE THE GROUND SURFACE.  IT IS 101 FEET NORTH OF THE METAL
 CB0957'WITNESS POST.
 CB0957'
 CB0957'A TRAVERSE CONNECTION WAS MADE TO SCHNEEMAN 1932, NOTE DISTANCE
 CB0957'AND DIRECTION.
 CB0957'
 CB0957'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CB0957'STATE HIGHWAY 137 AT THE WEST EDGE OF BIG LAKE, GO SOUTH ON
 CB0957'STATE HIGHWAY 137 FOR 7.4 MILES TO THE CROCKETT COUNTY
 CB0957'LINE.  CONTINUE AHEAD FOR 0.45 MILE TO A COUNTY ROAD LEFT.  TURN
 CB0957'LEFT AND GO EAST ON THE BLADED ROAD FOR 1.7 MILES TO A FORK.
 CB0957'TAKE THE RIGHT FORK AND GO SOUTH AFTER CROSSING THE CATTLE GUARD
 CB0957'FOR 1.95 MILES TO A SIDE ROAD LEFT, AFTER CROSSING A CATTLE
 CB0957'GUARD.  TURN SHARP LEFT ON THE BLADED ROAD AND GO EASTERLY FOR 0.5
 CB0957'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO EASTERLY FOR 1.5
 CB0957'MILES TO A CATTLE GUARD AND A SIDE ROAD RIGHT.  TURN RIGHT
 CB0957'AND GO SOUTH, (THE ROAD STRAIGHT AHEAD LEADS TO MR. SCHNEEMANS
 CB0957'HOUSE) FOR 0.55 MILE TO A CATTLE GUARD, CONTINUE SOUTHERLY FOR
 CB0957'0.1 MILE TO A CROSSROAD AND SIGN HANSON AND ALLEN INC.  TURN
 CB0957'RIGHT AND FOLLOW THE MAIN ROAD FOR 0.7 MILE TO A WINDMILL.
 CB0957'CONTINUE AHEAD ON THE MAIN ROAD SOUTH AND WESTERLY FOR 0.35 MILE
 CB0957'TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND GO LEFT,
 CB0957'SOUTHERLY ON THE TRACK ROAD FOR 0.05 MILE TO A GATE.  PASS
 CB0957'THROUGH THE GATE AND CONTINUE SOUTHERLY ON THE TRACK ROAD
 CB0957'FOR 0.25 MILE TO SCHNEEMAN RM 1 (AZIMUTH MARK), ON THE
 CB0957'LEFT.  CONTINUE AHEAD SOUTHERLY ON THE TRACK ROAD FOR 0.3 MILE
 CB0957'TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON THE DIM
 CB0957'TRACK ROAD FOR 0.05 MILE TO STATION SCHNEEMAN.  SCHNEEMAN RM A
 CB0957'IS 98.657 FEET NORTH-NORTHWEST OF SCHNEEMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7119 ***********************************************************************
 AW7119  DESIGNATION -  SCHO
 AW7119  PID         -  AW7119
 AW7119  STATE/COUNTY-  TX/GALVESTON
 AW7119  USGS QUAD   -  GALVESTON (1994)
 AW7119
 AW7119                         *CURRENT SURVEY CONTROL
 AW7119  ___________________________________________________________________
 AW7119* NAD 83(1993)-  29 15 50.83594(N)    094 51 24.29759(W)     ADJUSTED  
 AW7119* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 AW7119  ___________________________________________________________________
 AW7119  X           -    -471,461.348 (meters)                     COMP
 AW7119  Y           -  -5,548,570.494 (meters)                     COMP
 AW7119  Z           -   3,099,460.173 (meters)                     COMP
 AW7119  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AW7119  ELLIP HEIGHT-         -25.37  (meters)          (09/30/02) GPS OBS
 AW7119  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW7119
 AW7119  HORZ ORDER  -  SECOND
 AW7119  ELLP ORDER  -  FIFTH     CLASS I
 AW7119
 AW7119.This mark is at Scholes Fld (GLS) Airport (GLS)
 AW7119
 AW7119.The horizontal coordinates were established by GPS observations
 AW7119.and adjusted by the National Geodetic Survey in February 1996..
 AW7119
 AW7119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7119
 AW7119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7119
 AW7119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7119
 AW7119.The ellipsoidal height was determined by GPS observations
 AW7119.and is referenced to NAD 83.
 AW7119
 AW7119.The geoid height was determined by GEOID03.
 AW7119
 AW7119;                    North         East     Units Scale Factor Converg.
 AW7119;SPC TXSC     - 4,165,700.353 1,002,544.260   MT  0.99986400   +2 01 47.4
 AW7119;SPC TXSC     -13,666,968.57  3,289,180.63   sFT  0.99986400   +2 01 47.4
 AW7119;UTM  15      - 3,238,677.779   319,597.792   MT  1.00000160   -0 54 28.4
 AW7119
 AW7119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7119!SPC TXSC     -   1.00000398  x   0.99986400  =   0.99986798
 AW7119!UTM  15      -   1.00000398  x   1.00000160  =   1.00000558
 AW7119
 AW7119                          SUPERSEDED SURVEY CONTROL
 AW7119
 AW7119  ELLIP H (02/16/96)  -25.25   (m)                       GP(       ) 5 1
 AW7119  NAD 83(1993)-  29 15 50.84841(N)    094 51 24.27746(W) AD(       ) 2
 AW7119  NGVD 29 (12/08/93)    1.2    (m)            4.     (f) GPS OBS        
 AW7119
 AW7119.Superseded values are not recommended for survey control.
 AW7119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7119.See file dsdata.txt to determine how the superseded data were derived.
 AW7119
 AW7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1959838678(NAD 83)
 AW7119_MARKER: DD = SURVEY DISK
 AW7119_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW7119_SP_SET: CONCRETE SLAB
 AW7119_STAMPING: SCHO 1993
 AW7119_MARK LOGO: NOS   
 AW7119_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW7119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW7119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7119+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AW7119
 AW7119  HISTORY     - Date     Condition        Report By
 AW7119  HISTORY     - 1993     MONUMENTED       NOS
 AW7119  HISTORY     - 19990522 GOOD             USPSQD
 AW7119  HISTORY     - 20010730 GOOD             NGS
 AW7119  HISTORY     - 20031215 GOOD             USPSQD
 AW7119  HISTORY     - 20050131 GOOD             USPSQD
 AW7119
 AW7119                          STATION DESCRIPTION
 AW7119
 AW7119'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AW7119'THE STATION IS LOCATED AT THE SCHOLES FIELD AIRPORT IN GALVESTON,
 AW7119'SOUTHWEST OF THE BUILDING OF THE AIRPORT FIXED BASE OPERATOR
 AW7119'(GALV-AERO).  TO REACH THE STATION, GO TO THE AIRPORT, FOLLOWING THE
 AW7119'SIGNS TO THE MAIN TERMINAL.  OBTAIN PERMISSION FROM THE AIRPORT
 AW7119'MANAGER.  THENCE PROCEED WESTERLY FOLLOWING THE SIGNS TO GALV-AERO
 AW7119'THE FBO.  ENTER THE AIRFIELD THROUGH GATE NUMBER 3, THENCE PROCEED
 AW7119'LEFT (SOUTHWEST) TO THE FUEL TANKS WHICH ARE JUST SOUTHWEST OF
 AW7119'GALV-AIR AND THE STATION ON THE LEFT (SOUTH).  THE STATION IS NEAR
 AW7119'THE SOUTHWEST CORNER OF THE NORTHERNMOST ONE OF TWO CONCRETE SLABS.
 AW7119'IT IS MARKED BY A STANDARD NOS BRONZE DISK STAMPED---SCHO 1993---AND
 AW7119'SET INTO A DRILL HOLE IN THE CONCRETE SLAB.  IT IS 24.5 M (80.4 FT)
 AW7119'SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF THE TIEDOWN AREA, 16.9 M
 AW7119'(55.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE MOAT WHICH
 AW7119'SURROUNDS THE 3 EXXON GAS TANKS, 6.4 M (21.0 FT) WEST OF THE WEST
 AW7119'EDGE OF A SIDEWALK BETWEEN THE TWO SLABS, 4.55 M (14.93 FT) SOUTH OF
 AW7119'THE NORTHWEST CORNER OF THE NORTH SLAB, 0.20 M (0.66 FT) NORTHEAST OF
 AW7119'THE SOUTHWEST CORNER OF THE NORTH SLAB.  DESCRIBED BY PBW.
 AW7119
 AW7119                          STATION RECOVERY (1999)
 AW7119
 AW7119'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW7119'RECOVERED IN GOOD CONDITION.
 AW7119
 AW7119                          STATION RECOVERY (2001)
 AW7119
 AW7119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW7119'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW7119
 AW7119                          STATION RECOVERY (2003)
 AW7119
 AW7119'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW7119'RECOVERED IN GOOD CONDITION.
 AW7119
 AW7119                          STATION RECOVERY (2005)
 AW7119
 AW7119'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1846 ***********************************************************************
 AY1846  DESIGNATION -  SCHOEN
 AY1846  PID         -  AY1846
 AY1846  STATE/COUNTY-  TX/BEXAR
 AY1846  USGS QUAD   -  ELMENDORF (1992)
 AY1846
 AY1846                         *CURRENT SURVEY CONTROL
 AY1846  ___________________________________________________________________
 AY1846* NAD 83(1993)-  29 18 11.37887(N)    098 19 15.32182(W)     ADJUSTED  
 AY1846* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 AY1846  ___________________________________________________________________
 AY1846  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AY1846  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AY1846
 AY1846  HORZ ORDER  -  FIRST
 AY1846
 AY1846.The horizontal coordinates were established by classical geodetic methods
 AY1846.and adjusted by the National Geodetic Survey in February 1996..
 AY1846
 AY1846.The orthometric height was scaled from a topographic map.
 AY1846
 AY1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1846
 AY1846.The geoid height was determined by GEOID03.
 AY1846
 AY1846;                    North         East     Units Scale Factor Converg.
 AY1846;SPC TXSC     - 4,163,087.196   665,965.167   MT  0.99986340   +0 19 57.7
 AY1846;SPC TXSC     -13,658,395.24  2,184,920.72   sFT  0.99986340   +0 19 57.7
 AY1846;UTM  14      - 3,241,765.278   565,948.971   MT  0.99965367   +0 19 56.5
 AY1846
 AY1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1846!SPC TXSC     -   0.99997889  x   0.99986340  =   0.99984230
 AY1846!UTM  14      -   0.99997889  x   0.99965367  =   0.99963257
 AY1846
 AY1846:                Primary Azimuth Mark                     Grid Az
 AY1846:SPC TXSC     -  SCHOEN AZ MK                             147 25 45.2
 AY1846:UTM  14      -  SCHOEN AZ MK                             147 25 46.4
 AY1846
 AY1846|---------------------------------------------------------------------|
 AY1846| PID    Reference Object                     Distance      Geod. Az  |
 AY1846|                                                           dddmmss.s |
 AY1846| CV6255 SCHOEN AZ MK                                       1474542.9 |
 AY1846| CV6256 SCHOEN RM 1                          17.946 METERS 19236     |
 AY1846| CV6257 SCHOEN RM 2                          19.765 METERS 32103     |
 AY1846| AY1840 SAN ANTONIO KMAC HIGH MST OF 4      APPROX.10.1 KM 3434449.6 |
 AY1846|---------------------------------------------------------------------|
 AY1846
 AY1846                          SUPERSEDED SURVEY CONTROL
 AY1846
 AY1846  NAD 83(1986)-  29 18 11.38384(N)    098 19 15.30361(W) AD(       ) 1
 AY1846  NAD 27      -  29 18 10.52600(N)    098 19 14.25900(W) AD(       ) 1
 AY1846
 AY1846.Superseded values are not recommended for survey control.
 AY1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1846.See file dsdata.txt to determine how the superseded data were derived.
 AY1846
 AY1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6594941765(NAD 83)
 AY1846_MARKER: DS = TRIANGULATION STATION DISK
 AY1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1846
 AY1846  HISTORY     - Date     Condition        Report By
 AY1846  HISTORY     - 1953     MONUMENTED       CGS
 AY1846  HISTORY     - 1953     GOOD             AMS
 AY1846  HISTORY     - 19991103 GOOD             USPSQD
 AY1846
 AY1846                          STATION DESCRIPTION
 AY1846
 AY1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1846'THE STATION IS LOCATED ABOUT 13.5 MILES SOUTHEAST OF SAN
 AY1846'ANTONIO, 3.25 MILES NORTH OF ELMENDORF, 1.6 MILES NORTHEAST
 AY1846'OF U.S. HIGHWAY 181, EAST OF A DIRT ROAD ON PROPERTY OWNED
 AY1846'BY MR. CHARLIE M. SCHOENFIELD.
 AY1846'
 AY1846'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 181 AND
 AY1846'LOOP 13 IN SOUTHEAST EDGE OF SAN ANTONIO, GO SOUTHEAST ON
 AY1846'HIGHWAY 181 FOR 10.3 MILES TO A CROSSROAD AND SIGNS.  SIGN
 AY1846'ON RIGHT POINTING TO ELMENDORF, SIGN ON LEFT POINTING TO
 AY1846'UTZVILLE SCHOOL.  TURN LEFT, NORTHEAST, FOLLOW DIRT ROAD
 AY1846'1.1 MILES TO FORKS, TAKE LEFT FORK, GO NORTH ON DIRT ROAD
 AY1846'0.6 MILE TO THE AZIMUTH MARK ON LEFT, CONTINUE NORTH ON DIRT
 AY1846'ROAD 0.75 MILE TO TOP OF GRADE AND STATION ON RIGHT.
 AY1846'
 AY1846'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1846'POST PROJECTING 4 INCHES.  IT IS 25 FEET EAST OF THE CENTER
 AY1846'LINE OF A DIRT ROAD, 2 FEET WEST OF A NORTH-SOUTH FENCE
 AY1846'LINE AND IS STAMPED SCHOEN 1953.
 AY1846'
 AY1846'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AY1846'CONCRETE POST PROJECTING 2 INCHES.  IT IS 86 FEET SOUTH OF
 AY1846'TELEPHONE POLE NO. N 4/2, 15 FEET WEST OF THE CENTER LINE
 AY1846'OF A DIRT ROAD AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 AY1846'IT IS STAMPED SCHOEN NO. 1 1953.
 AY1846'
 AY1846'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY1846'CONCRETE POST FLUSH WITH THE SURFACE.  IT IS 37 FEET NORTHEAST
 AY1846'OF TELEPHONE POLE NO. N 4/2, 19 FEET EAST OF THE CENTER
 AY1846'LINE OF A DIRT ROAD AND 8 FEET WEST OF A NORTH-SOUTH FENCE
 AY1846'LINE.  IT IS STAMPED SCHOEN NO. 2 1953.
 AY1846'
 AY1846'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1846'POST PROJECTING 5 INCHES.  IT IS 24 FEET WEST OF THE CENTER
 AY1846'LINE OF A DIRT ROAD, 11 FEET SOUTHWEST OF A MAIL BOX BELONGING
 AY1846'TO A. CASANOVA AND THE MARK IS SET IN A NORTH-SOUTH FENCE
 AY1846'LINE.  IT IS STAMPED SCHOEN 1953.
 AY1846'
 AY1846'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1846
 AY1846                          STATION RECOVERY (1953)
 AY1846
 AY1846'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1846'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 AY1846'25 FT. NE OF THE CENTERLINE OF NW-SE ROAD.  IT IS 87 FEET
 AY1846'NW OF THE BASE OF A TREE, AND IT IS 88 FT. SE. OF THE BASE
 AY1846'OF A TREE.
 AY1846
 AY1846                          STATION RECOVERY (1999)
 AY1846
 AY1846'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5878 ***********************************************************************
 AW5878  DESIGNATION -  SCHOLES FIELD ARP 1960
 AW5878  PID         -  AW5878
 AW5878  STATE/COUNTY-  TX/GALVESTON
 AW5878  USGS QUAD   -  GALVESTON (1994)
 AW5878
 AW5878                         *CURRENT SURVEY CONTROL
 AW5878  ___________________________________________________________________
 AW5878* NAD 83(1993)-  29 16 04.19277(N)    094 51 37.71877(W)     ADJUSTED  
 AW5878* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5878  ___________________________________________________________________
 AW5878  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AW5878  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5878
 AW5878  HORZ ORDER  -  THIRD
 AW5878
 AW5878.This mark is at Scholes Fld (GLS) Airport (GLS)
 AW5878
 AW5878.The horizontal coordinates were established by classical geodetic methods
 AW5878.and adjusted by the National Geodetic Survey in February 1996..
 AW5878
 AW5878.The orthometric height was scaled from a topographic map.
 AW5878
 AW5878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5878
 AW5878.The geoid height was determined by GEOID03.
 AW5878
 AW5878;                    North         East     Units Scale Factor Converg.
 AW5878;SPC TXSC     - 4,166,098.456 1,002,167.650   MT  0.99986392   +2 01 40.8
 AW5878;SPC TXSC     -13,668,274.68  3,287,945.03   sFT  0.99986392   +2 01 40.8
 AW5878;UTM  15      - 3,239,094.718   319,242.031   MT  1.00000319   -0 54 35.4
 AW5878
 AW5878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5878!SPC TXSC     -   1.00000402  x   0.99986392  =   0.99986794
 AW5878!UTM  15      -   1.00000402  x   1.00000319  =   1.00000721
 AW5878
 AW5878:                Primary Azimuth Mark                     Grid Az
 AW5878:SPC TXSC     -  GALVESTON HIGH GRADE PACK CO TK          034 01 51.7
 AW5878:UTM  15      -  GALVESTON HIGH GRADE PACK CO TK          036 58 07.9
 AW5878
 AW5878|---------------------------------------------------------------------|
 AW5878| PID    Reference Object                     Distance      Geod. Az  |
 AW5878|                                                           dddmmss.s |
 AW5878| AW5941 GALVESTON HIGH GRADE PACK CO TK     APPROX. 2.9 KM 0360332.5 |
 AW5878| AW5889 GALVESTON COT CONCENTRAT CO TK      APPROX. 4.2 KM 0453534.7 |
 AW5878| AW5875 GALVESTON WHARF CO PIER 40 TK       APPROX. 6.0 KM 0470244.3 |
 AW5878| AW5905 GALVESTON WHARF CO PIER 34 TK       APPROX. 6.6 KM 0502935.5 |
 AW5878| AW5885 GALVESTON SOUTHERN COT CO TANK      APPROX. 5.3 KM 0515818.8 |
 AW5878| AW5896 GALVESTON MOODYS PRESS TANK         APPROX. 4.7 KM 0533611.6 |
 AW5878| AW5979 EAST CAUSEWAY TOWER                 APPROX. 4.0 KM 3230007.1 |
 AW5878|---------------------------------------------------------------------|
 AW5878
 AW5878                          SUPERSEDED SURVEY CONTROL
 AW5878
 AW5878  NAD 83(1986)-  29 16 04.20739(N)    094 51 37.69923(W) AD(       ) 3
 AW5878  NAD 27      -  29 16 03.35000(N)    094 51 36.99600(W) AD(       ) 3
 AW5878
 AW5878.Superseded values are not recommended for survey control.
 AW5878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5878.See file dsdata.txt to determine how the superseded data were derived.
 AW5878
 AW5878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1924239095(NAD 83)
 AW5878_MARKER: DT = TOPOGRAPHIC STATION DISK
 AW5878_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AW5878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW5878_STAMPING: ARP 1960
 AW5878_MARK LOGO: CGS   
 AW5878_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5878+STABILITY: SURFACE MOTION
 AW5878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5878+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AW5878
 AW5878  HISTORY     - Date     Condition        Report By
 AW5878  HISTORY     - 1960     MONUMENTED       CGS
 AW5878  HISTORY     - 1978     GOOD             NGS
 AW5878  HISTORY     - 1979     GOOD             NGS
 AW5878  HISTORY     - 1981     GOOD             NGS
 AW5878  HISTORY     - 1983     GOOD             NGS
 AW5878  HISTORY     - 19930615 GOOD             NGS
 AW5878  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW5878  HISTORY     - 20031215 GOOD             USPSQD
 AW5878  HISTORY     - 20050131 GOOD             USPSQD
 AW5878
 AW5878                          STATION DESCRIPTION
 AW5878
 AW5878'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LFV)
 AW5878'STATION IS LOCATED AT SCHOLES FIELD FORMERLY GALVESTON MUNICIPAL
 AW5878'AIRPORT, ABOUT 0.3 MILE WEST-SOUTHWEST OF CONTROL TOWER
 AW5878'(INACTIVE), 415 FEET WEST OF C/L OF N/S RUNWAY, AND 100 FEET SOUTH
 AW5878'OF C/L OF TAXIWAY.  A STANDARD TOPOGRAPHIC DISK SET IN TOP OF A
 AW5878'10X10 INCH CONCRETE POST FLUSH WITH SURROUNDING GRASS AREA AND
 AW5878'STAMPED ARP 1960.
 AW5878
 AW5878                          STATION RECOVERY (1978)
 AW5878
 AW5878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 AW5878'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5878'
 AW5878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SCHOLES FIELD,
 AW5878'GALVESTON.
 AW5878
 AW5878                          STATION RECOVERY (1979)
 AW5878
 AW5878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5878'THE STATION WAS RECOVERED IN GOOD CONDITION.
 AW5878'
 AW5878'THE DESCRIPTION BY LFV IS ADEQUATE.
 AW5878'
 AW5878'DESCRIBED--RAH
 AW5878'
 AW5878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5878
 AW5878                          STATION RECOVERY (1981)
 AW5878
 AW5878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (APF)
 AW5878'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5878'
 AW5878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SCOLES FIELD,
 AW5878'GALVESTON.
 AW5878
 AW5878                          STATION RECOVERY (1983)
 AW5878
 AW5878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 AW5878'RECOVERED AS DESCRIBED.
 AW5878'
 AW5878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SCHOLES
 AW5878'FIELD, GALVESTON.
 AW5878
 AW5878                          STATION RECOVERY (1993)
 AW5878
 AW5878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW5878'THE STATION IS LOCATED NEAR THE NORTHERN EDGE OF A GRASS TRIANGLE
 AW5878'FORMED BY RUNWAY 13-31, RUNWAY 17-35, AND A TAXIWAY, 248.3 FT (75.7 M)
 AW5878'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE INTERSECTION OF THE
 AW5878'TAXIWAY AND THE CONCRETE EDGE OF RUNWAY 17-35, 98.5 FT (30.0 M)
 AW5878'EAST-SOUTHEAST OF THE THIRD TAXIWAY LIGHT WEST OF THE CONCRETE RUNWAY
 AW5878'EDGE (FIFTH TAXIWAY LIGHT WEST OF RUNWAY 17-35) , AND 62.6 FT (19.1 M)
 AW5878'SOUTH OF THE CONCRETE EDGE OF THE TAXIWAY.  THE MARK IS A STANDARD
 AW5878'TOPOGRAPHIC STATION DISK, STAMPED ARP 1960, SET IN THE TOP OF A 10
 AW5878'INCH X 10 INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE,
 AW5878'GEODESY QUAD 290943 STATION 1100.
 AW5878
 AW5878                          STATION RECOVERY (2001)
 AW5878
 AW5878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5878'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW5878
 AW5878                          STATION RECOVERY (2003)
 AW5878
 AW5878'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5878'RECOVERED IN GOOD CONDITION.
 AW5878
 AW5878                          STATION RECOVERY (2005)
 AW5878
 AW5878'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0169 ***********************************************************************
 AN0169  DESIGNATION -  SCHOOL
 AN0169  PID         -  AN0169
 AN0169  STATE/COUNTY-  TX/MATAGORDA
 AN0169  USGS QUAD   -  TURTLE BAY (1995)
 AN0169
 AN0169                         *CURRENT SURVEY CONTROL
 AN0169  ___________________________________________________________________
 AN0169* NAD 83(1993)-  28 43 04.83513(N)    096 17 29.48324(W)     ADJUSTED  
 AN0169* NAVD 88     -         4.04   (+/-2cm)      13.3    (feet)  VERTCON   
 AN0169  ___________________________________________________________________
 AN0169  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AN0169  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0169
 AN0169  HORZ ORDER  -  SECOND
 AN0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0169
 AN0169.The horizontal coordinates were established by classical geodetic methods
 AN0169.and adjusted by the National Geodetic Survey in February 1996..
 AN0169
 AN0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0169.The vertical order pertains to the NGVD 29 superseded value.
 AN0169
 AN0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0169
 AN0169.The geoid height was determined by GEOID03.
 AN0169
 AN0169;                    North         East     Units Scale Factor Converg.
 AN0169;SPC TXSC     - 4,101,111.316   864,579.503   MT  0.99992078   +1 19 36.9
 AN0169;SPC TXSC     -13,455,062.71  2,836,541.25   sFT  0.99992078   +1 19 36.9
 AN0169;UTM  14      - 3,179,750.356   764,571.687   MT  1.00046393   +1 18 07.8
 AN0169
 AN0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0169!SPC TXSC     -   1.00000358  x   0.99992078  =   0.99992436
 AN0169!UTM  14      -   1.00000358  x   1.00046393  =   1.00046752
 AN0169
 AN0169:                Primary Azimuth Mark                     Grid Az
 AN0169:SPC TXSC     -  HARRISONS SILO                           050 46 41.1
 AN0169:UTM  14      -  HARRISONS SILO                           050 48 10.2
 AN0169
 AN0169|---------------------------------------------------------------------|
 AN0169| PID    Reference Object                     Distance      Geod. Az  |
 AN0169|                                                           dddmmss.s |
 AN0169| AN2233 HARRISONS SILO                      APPROX. 5.8 KM 0520618.0 |
 AN0169| AN2226 PALACIOS FIRST METH CH STEEPLE      APPROX. 7.8 KM 1004417.3 |
 AN0169| AN2231 PALACIOS US WEATHER BUR MAST        APPROX. 7.6 KM 1061458.8 |
 AN0169| AN2232 CAMP HULEN TANK                     APPROX. 4.9 KM 1181646.4 |
 AN0169| AN2235 HOUSE UNTENANTED CHIMNEY            APPROX. 3.6 KM 1371134.0 |
 AN0169| AN0170 SCHOOL RM 1                          19.590 METERS 17452     |
 AN0169| AN2239 CAMPBELL P F WINDMILL               APPROX. 4.0 KM 2343156.6 |
 AN0169| AN0171 SCHOOL RM 2                          15.440 METERS 26130     |
 AN0169|---------------------------------------------------------------------|
 AN0169
 AN0169                          SUPERSEDED SURVEY CONTROL
 AN0169
 AN0169  NAD 83(1986)-  28 43 04.84596(N)    096 17 29.45842(W) AD(       ) 2
 AN0169  NAD 27      -  28 43 03.87400(N)    096 17 28.57500(W) AD(       ) 2
 AN0169  NGVD 29 (??/??/92)    4.116  (m)           13.50   (f) ADJ UNCH    2 0
 AN0169
 AN0169.Superseded values are not recommended for survey control.
 AN0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0169.See file dsdata.txt to determine how the superseded data were derived.
 AN0169
 AN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6457279750(NAD 83)
 AN0169_MARKER: DS = TRIANGULATION STATION DISK
 AN0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0169_STAMPING: SCHOOL 1934
 AN0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0169+STABILITY: SURFACE MOTION
 AN0169
 AN0169  HISTORY     - Date     Condition        Report By
 AN0169  HISTORY     - 1934     MONUMENTED       CGS
 AN0169  HISTORY     - 1934     GOOD             CGS
 AN0169  HISTORY     - 1941     GOOD             CGS
 AN0169  HISTORY     - 1947     GOOD             CGS
 AN0169
 AN0169                          STATION DESCRIPTION
 AN0169
 AN0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN0169'ABOUT 5 MILES W OF PALACIOS, ABOUT 1.8 MILES E OF JACKSON-MATAGORDA
 AN0169'COUNTY LINE, 145.6 METERS S OF STATE HIGHWAY 57
 AN0169'(PORT LAVACA-PALACIOS), ABOUT 120 METERS S OF SCHOOLHOUSE,
 AN0169'AND 6.5 METERS E OF CENTER LINE OF SECTION-LINE ROAD.  IT IS
 AN0169'39.8 METERS S OF E OF SE CORNER OF A FRAME HOUSE, 52.4 METERS
 AN0169'SE OF SE FENCE CORNER OF BARNYARD N OF HOUSE, AND ABOUT 1.8
 AN0169'METERS W OF THE E FENCELINE OF THE SECTION-LINE ROAD.  MARK
 AN0169'IS 4 INCHES ABOVE THE GROUND.
 AN0169'
 AN0169'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN0169'SET IN CONCRETE.
 AN0169'
 AN0169'REFERENCE MARK 1 IS 8.0 METERS E OF THE CENTER LINE OF THE
 AN0169'SECTION-LINE ROAD AND 0.4 METER W OF THE E FENCELINE OF
 AN0169'SECTION-LINE ROAD.  IT PROJECTS ABOUT 6 INCHES ABOVE THE
 AN0169'GROUND.
 AN0169'
 AN0169'REFERENCE MARK 2 IS 9.0 METERS W OF THE CENTER LINE OF THE
 AN0169'SECTION-LINE ROAD, 51.8 METERS S OF THE SE FENCE CORNER
 AN0169'OF THE BARNYARD, AND 27 METERS SE OF THE SE CORNER OF HOUSE.
 AN0169'IT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 AN0169'
 AN0169'STATION IS REACHED BY TRAVELING W FROM PALACIOS FOR 5.0
 AN0169'MILES ON STATE HIGHWAY 57 TO A SECTION-LINE ROAD NEAR SCHOOLHOUSE,
 AN0169'THENCE S FOR 195.6 METERS ON SECTION-LINE ROAD TO STATION.
 AN0169
 AN0169                          STATION RECOVERY (1934)
 AN0169
 AN0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AN0169'5.1 MI W FROM PALACIOS.
 AN0169'5.1 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0169'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, AT TURTLE BAYOU
 AN0169'SCHOOL, AT A ROAD INTERSECTION, 360 FEET SOUTH OF THE SOUTHWEST CORNER
 AN0169'OF THE SCHOOLHOUSE, 23 FEET EAST OF THE CENTER LINE OF THE PLANK ROAD,
 AN0169'6 FEET WEST OF A FENCE, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN0169'POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED SCHOOL 1934 AND
 AN0169'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN0169
 AN0169                          STATION RECOVERY (1941)
 AN0169
 AN0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 AN0169'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0169'CONDITION.
 AN0169'
 AN0169'STATION IS ABOUT 360 FEET S OF THE SW CORNER OF TURTLE BAYOU
 AN0169'SCHOOLHOUSE, 23 FEET E OF SECTION-LINE ROAD, AND 4 FEET S OF
 AN0169'A 4- BY 4-INCH WOODEN WITNESS POST.  IT IS STAMPED SCHOOL 1934.
 AN0169'
 AN0169'REFERENCE MARK 1 IS ABOUT 420 FEET S OF THE SW CORNER OF
 AN0169'SCHOOLHOUSE, 30 FEET E OF THE CENTER LINE OF SECTION-LINE
 AN0169'ROAD, AND 0.6 FOOT W OF FENCE.  IT IS STAMPED SCHOOL NO 1
 AN0169'1934 AND PROJECTS ABOUT 0.3 FOOT.
 AN0169'
 AN0169'REFERENCE MARK 2 IS ABOUT 125 FEET SW OF CORNER OF SCHOOLHOUSE,
 AN0169'157.8 FEET FROM THE STATION, 26 FEET W OF THE CENTER
 AN0169'LINE OF THE SECTION-LINE ROAD, AND 2.7 FEET E OF FENCE.  IT
 AN0169'IS STAMPED SCHOOL NO 2 1934 AND PROJECTS ABOUT 0.3 FOOT.
 AN0169'
 AN0169'STATION IS REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD
 AN0169'AT PALACIOS BY GOING 5.0 MILES W ALONG STATE HIGHWAY 35 TO
 AN0169'THE INTERSECTION OF ROAD LEADING S AT THE TURTLE BAYOU
 AN0169'SCHOOLHOUSE.  THE SITE OF THE STATION IS ABOUT 477 FEET S ALONG
 AN0169'SIDE ROAD.
 AN0169
 AN0169                          STATION RECOVERY (1947)
 AN0169
 AN0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN0169'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 AN0169'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1593 ***********************************************************************
 AB1593  DESIGNATION -  SCHOOL
 AB1593  PID         -  AB1593
 AB1593  STATE/COUNTY-  TX/CAMERON
 AB1593  USGS QUAD   -  RIO HONDO (1980)
 AB1593
 AB1593                         *CURRENT SURVEY CONTROL
 AB1593  ___________________________________________________________________
 AB1593* NAD 83(1993)-  26 14 07.32780(N)    097 34 53.64020(W)     ADJUSTED  
 AB1593* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1593  ___________________________________________________________________
 AB1593  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 AB1593  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 AB1593
 AB1593  HORZ ORDER  -  SECOND
 AB1593
 AB1593.The horizontal coordinates were established by classical geodetic methods
 AB1593.and adjusted by the National Geodetic Survey in February 1996..
 AB1593
 AB1593.The orthometric height was scaled from a topographic map.
 AB1593
 AB1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1593
 AB1593.The geoid height was determined by GEOID03.
 AB1593
 AB1593;                    North         East     Units Scale Factor Converg.
 AB1593;SPC TX S     - 5,063,342.982   391,765.099   MT  0.99998341   +0 25 01.1
 AB1593;SPC TX S     -16,611,984.43  1,285,316.00   sFT  0.99998341   +0 25 01.1
 AB1593;UTM  14      - 2,902,525.226   641,678.302   MT  0.99984783   +0 37 37.7
 AB1593
 AB1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1593!SPC TX S     -   1.00000230  x   0.99998341  =   0.99998571
 AB1593!UTM  14      -   1.00000230  x   0.99984783  =   0.99985013
 AB1593
 AB1593:                Primary Azimuth Mark                     Grid Az
 AB1593:SPC TX S     -  RIO HONDO MUNICIPAL TANK                 049 43 21.9
 AB1593:UTM  14      -  RIO HONDO MUNICIPAL TANK                 049 30 45.3
 AB1593
 AB1593|---------------------------------------------------------------------|
 AB1593| PID    Reference Object                     Distance      Geod. Az  |
 AB1593|                                                           dddmmss.s |
 AB1593| AB1589 RIO HONDO MUNICIPAL TANK            APPROX. 0.5 KM 0500823.0 |
 AB1593| CV3431 SCHOOL RM 1                          22.928 METERS 11300     |
 AB1593| CV3432 SCHOOL RM 2                          21.028 METERS 26324     |
 AB1593| CV3430 SCHOOL AZ MK                                       3570211.7 |
 AB1593|---------------------------------------------------------------------|
 AB1593
 AB1593                          SUPERSEDED SURVEY CONTROL
 AB1593
 AB1593  NAD 83(1986)-  26 14 07.33947(N)    097 34 53.60047(W) AD(       ) 2
 AB1593  NAD 27      -  26 14 06.07500(N)    097 34 52.64600(W) AD(       ) 2
 AB1593
 AB1593.Superseded values are not recommended for survey control.
 AB1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1593.See file dsdata.txt to determine how the superseded data were derived.
 AB1593
 AB1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4167802525(NAD 83)
 AB1593_MARKER: DS = TRIANGULATION STATION DISK
 AB1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1593+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1593
 AB1593  HISTORY     - Date     Condition        Report By
 AB1593  HISTORY     - 1947     MONUMENTED       CGS
 AB1593  HISTORY     - 1959     GOOD             CGS
 AB1593  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AB1593  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB1593  HISTORY     - 20040204 GOOD             GEOCAC
 AB1593
 AB1593                          STATION DESCRIPTION
 AB1593
 AB1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1593'STATION IS LOCATED IN THE WEST EDGE OF RIO HONDO AND ON THE
 AB1593'SOUTH EDGE OF THE RIO HONDO HIGH SCHOOL GROUNDS.  IT IS 60
 AB1593'FEET NORTH OF THE CENTERLINE OF A CONCRETE ROAD AND 15 FEET
 AB1593'NORTHEAST OF A POWER POLE.  THE MARK IS FLUSH AND THE DISK
 AB1593'IS STAMPED SCHOOL 1947.
 AB1593'
 AB1593'REFERENCE MARK NO. 1 IS 75.22 FEET SOUTHEAST OF THE STATION.
 AB1593'IT IS 25 FEET NORTH OF THE CENTERLINE OF A CONCRETE ROAD
 AB1593'AND 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL.
 AB1593'THE MARK IS FLUSH AND THE DISK IS STAMPED SCHOOL NO 1 1947.
 AB1593'
 AB1593'REFERENCE MARK NO. 2 IS 68.99 FEET SOUTHWEST OF THE STATION.
 AB1593'IT IS 45 FEET NORTH OF THE CENTERLINE OF A CONCRETE ROAD.
 AB1593'THE MARK IS FLUSH AND THE DISK IS STAMPED SCHOOL NO 2 1947.
 AB1593'
 AB1593'AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION.  IT IS
 AB1593'25 FEET WEST OF THE CENTER OF A DIRT ROAD AND 25 FEET SOUTH
 AB1593'OF THE CENTER OF A DIRT ROAD.  THE MARK PROJECTS 8 INCHES AND
 AB1593'THE DISK IS STAMPED SCHOOL 1947.
 AB1593'
 AB1593'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 AB1593
 AB1593                          STATION RECOVERY (1959)
 AB1593
 AB1593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WLF)
 AB1593'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AB1593'
 AB1593'REFERENCE MARK 1 WAS NOT FOUND.
 AB1593
 AB1593                          STATION RECOVERY (1991)
 AB1593
 AB1593'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1593'MARK NOT FOUND.
 AB1593
 AB1593                          STATION RECOVERY (1993)
 AB1593
 AB1593'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1593'NO MARKS OF THIS STATION LOCATED.
 AB1593
 AB1593                          STATION RECOVERY (2004)
 AB1593
 AB1593'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1593'STATION AND RM2 ARE LOCATED INSIDE THE RIO HONDO MIDDLE SCHOOL YARD AS
 AB1593'DESCRIBED.  RM1 WAS NOT LOCATED.  POSSIBLY DESTROYED BY ROAD
 AB1593'IMPROVEMENT.  AZIMUTH MARK ALSO NOT LOCATED DUE TO ROAD IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0676 ***********************************************************************
 BN0676  DESIGNATION -  SCHOOL
 BN0676  PID         -  BN0676
 BN0676  STATE/COUNTY-  TX/GILLESPIE
 BN0676  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0676
 BN0676                         *CURRENT SURVEY CONTROL
 BN0676  ___________________________________________________________________
 BN0676* NAD 83(1993)-  30 22 47.00735(N)    098 54 59.76843(W)     ADJUSTED  
 BN0676* NAVD 88     -       667.     (meters)    2188.     (feet)  SCALED    
 BN0676  ___________________________________________________________________
 BN0676  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 BN0676  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 BN0676
 BN0676  HORZ ORDER  -  SECOND
 BN0676
 BN0676.The horizontal coordinates were established by classical geodetic methods
 BN0676.and adjusted by the National Geodetic Survey in February 1996..
 BN0676
 BN0676.The orthometric height was scaled from a topographic map.
 BN0676
 BN0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0676
 BN0676.The geoid height was determined by GEOID03.
 BN0676
 BN0676;                    North         East     Units Scale Factor Converg.
 BN0676;SPC TX C     - 3,079,914.094   836,159.866   MT  0.99994018   +0 43 46.9
 BN0676;SPC TX C     -10,104,684.82  2,743,301.16   sFT  0.99994018   +0 43 46.9
 BN0676;UTM  14      - 3,360,866.044   508,012.714   MT  0.99960079   +0 02 31.8
 BN0676
 BN0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0676!SPC TX C     -   0.99989874  x   0.99994018  =   0.99983892
 BN0676!UTM  14      -   0.99989874  x   0.99960079  =   0.99949957
 BN0676
 BN0676|---------------------------------------------------------------------|
 BN0676| PID    Reference Object                     Distance      Geod. Az  |
 BN0676|                                                           dddmmss.s |
 BN0676| CV6259 SCHOOL RM 1                          20.388 METERS 13242     |
 BN0676| CV6260 SCHOOL RM 2                          21.144 METERS 25947     |
 BN0676| CV6258 SCHOOL AZ MK                                       3000956.1 |
 BN0676|---------------------------------------------------------------------|
 BN0676
 BN0676                          SUPERSEDED SURVEY CONTROL
 BN0676
 BN0676  NAD 83(1986)-  30 22 47.01723(N)    098 54 59.75514(W) AD(       ) 2
 BN0676  NAD 27      -  30 22 46.30850(N)    098 54 58.59810(W) AD(       ) 2
 BN0676
 BN0676.Superseded values are not recommended for survey control.
 BN0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0676.See file dsdata.txt to determine how the superseded data were derived.
 BN0676
 BN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0801360866(NAD 83)
 BN0676_MARKER: DS = TRIANGULATION STATION DISK
 BN0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0676
 BN0676  HISTORY     - Date     Condition        Report By
 BN0676  HISTORY     - 1956     MONUMENTED       CGS
 BN0676  HISTORY     - 1965     GOOD             BGAS
 BN0676  HISTORY     - 19930514 GOOD             USPSQD
 BN0676  HISTORY     - 19960309 GOOD             USPSQD
 BN0676
 BN0676                          STATION DESCRIPTION
 BN0676
 BN0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0676'THE STATION IS LOCATED ABOUT 12 MILES WEST SOUTHWEST OF
 BN0676'ECKERT, ABOUT 7 MILES NORTHWEST OF FREDERICKSBURG, 82 FEET
 BN0676'EAST OF TELEPHONE POLE NUMBER 1018, 62 FEET SOUTH OF THE
 BN0676'CENTER OF A GRADED ROAD, 32 FEET NORTH OF A WIRE FENCE AND
 BN0676'6 FEET SOUTHWEST OF A WITNESS POST.
 BN0676'
 BN0676'TO REACH FROM THE POST OFFICE AT FREDERICKSBURG.  GO WESTERLY,
 BN0676'ON U.S. HIGHWAY 87 FOR 5.0 MILES.  TURN RIGHT, ONTO A GRADED
 BN0676'ROAD, AND GO EAST AND NORTH FOR 2.4 MILES TO THE STATION
 BN0676'ON THE LEFT HAND SIDE OF THE ROAD.
 BN0676'
 BN0676'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 BN0676'SCHOOL 1956.
 BN0676'
 BN0676'REFERENCE MARK 1 IS 80 FEET SOUTH OF THE CENTER OF A GRADED
 BN0676'ROAD, 1 FOOT NORTH OF A WIRE FENCE AND AT ABOUT THE SAME
 BN0676'ELEVATION AS THE STATION.  IT PROJECTS 3 INCHES AND IS STAMPED
 BN0676'SCHOOL NO 1 1956.
 BN0676'
 BN0676'REFERENCE MARK 2 IS 105 FEET SOUTH OF THE CENTER OF A GRADED
 BN0676'ROAD, 1 FOOT NORTH OF A WIRE FENCE AND AT ABOUT THE SAME
 BN0676'ELEVATION AS THE STATION.  IT PROJECTS 4 INCHES AND IS STAMPED
 BN0676'SCHOOL NO 2 1956.
 BN0676'
 BN0676'THE AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF A GRADED
 BN0676'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  IT PROJECTS 4 INCHES,
 BN0676'AND THE DISK IS STAMPED SCHOOL 1956.  TO REACH FROM THE STATION.
 BN0676'GO WESTERLY, ON THE GRADED ROAD FOR 0.2 MILE TO THE AZIMUTH
 BN0676'MARK ON THE RIGHT HAND SIDE OF THE ROAD.
 BN0676'
 BN0676'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BN0676
 BN0676                          STATION RECOVERY (1965)
 BN0676
 BN0676'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 BN0676'STATION WAS VISITED JULY 28 AND ALL MARKS WERE FOUND IN GOOD
 BN0676'CONDITION.  A DISCREPANCY WAS FOUND IN THE TO REACH.  THE
 BN0676'STATION IS REACHED FROM THE POST OFFICE IN FREDERICKSBURG
 BN0676'BY GOING NORTH WESTERLY ON U.S. HIGHWAYS 87 AND 290 FOR 1.1 MILES
 BN0676'TO A POINT WHERE U.S. 290 TURNS WEST AND U.S. 87 CONTINUES
 BN0676'NORTHERLY, CONTINUE ON U.S. 87 FOR 5.0 MILES TO A PAVED
 BN0676'ROAD RIGHT, TURN RIGHT AND GO NORTH AND NORTHEAST 2.4 MILES
 BN0676'TO A SHARP CURVE LEFT AND THE STATION ON THE LEFT IMMEDIATELY
 BN0676'BEFORE REACHING A CATTLE GUARD.  AT THIS POINT THE PAVED
 BN0676'ROAD CONTINUES AHEAD FROM THE CATTLEGUARD AND A GRADED ROAD
 BN0676'ORIGINATES PASSING TO THE LEFT OF THE CATTLEGUARD AND
 BN0676'PARALLELING FOR A SHORT DISTANCE, CONTINUE ON THE GRADED ROAD
 BN0676'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BN0676
 BN0676                          STATION RECOVERY (1993)
 BN0676
 BN0676'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0676'RECOVERED IN GOOD CONDITION.
 BN0676
 BN0676                          STATION RECOVERY (1996)
 BN0676
 BN0676'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0170 ***********************************************************************
 AN0170  DESIGNATION -  SCHOOL RM 1
 AN0170  PID         -  AN0170
 AN0170  STATE/COUNTY-  TX/MATAGORDA
 AN0170  USGS QUAD   -  TURTLE BAY (1995)
 AN0170
 AN0170                         *CURRENT SURVEY CONTROL
 AN0170  ___________________________________________________________________
 AN0170* NAD 83(1986)-  28 43 04.     (N)    096 17 30.     (W)     SCALED    
 AN0170* NAVD 88     -         3.94   (+/-2cm)      12.9    (feet)  VERTCON   
 AN0170  ___________________________________________________________________
 AN0170  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0170
 AN0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0170
 AN0170.The horizontal coordinates were scaled from a topographic map and have
 AN0170.an estimated accuracy of +/- 6 seconds.
 AN0170
 AN0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0170.The vertical order pertains to the NGVD 29 superseded value.
 AN0170
 AN0170.The geoid height was determined by GEOID03.
 AN0170
 AN0170;                    North         East    Units  Estimated Accuracy
 AN0170;SPC TXSC     - 4,101,090.      864,570.      MT  (+/- 180 meters Scaled)
 AN0170
 AN0170                          SUPERSEDED SURVEY CONTROL
 AN0170
 AN0170  NGVD 29 (??/??/92)    4.020  (m)           13.19   (f) ADJ UNCH    2 0
 AN0170
 AN0170.Superseded values are not recommended for survey control.
 AN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0170.See file dsdata.txt to determine how the superseded data were derived.
 AN0170
 AN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS645797(NAD 83)
 AN0170_MARKER: DR = REFERENCE MARK DISK
 AN0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0170_STAMPING: SCHOOL NO 1 1934
 AN0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0170+STABILITY: SURFACE MOTION
 AN0170
 AN0170  HISTORY     - Date     Condition        Report By
 AN0170  HISTORY     - 1934     MONUMENTED       CGS
 AN0170
 AN0170                          STATION DESCRIPTION
 AN0170
 AN0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0170'5.1 MI W FROM PALACIOS.
 AN0170'AT TURTLE BAYOU SCHOOL, 420 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 AN0170'SCHOOLHOUSE, 30 FEET EAST OF THE CENTER LINE OF THE PLANK ROAD, AND
 AN0170'0.6 FOOT WEST OF THE FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 AN0170'SCHOOL NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 AN0170'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0171 ***********************************************************************
 AN0171  DESIGNATION -  SCHOOL RM 2
 AN0171  PID         -  AN0171
 AN0171  STATE/COUNTY-  TX/MATAGORDA
 AN0171  USGS QUAD   -  TURTLE BAY (1995)
 AN0171
 AN0171                         *CURRENT SURVEY CONTROL
 AN0171  ___________________________________________________________________
 AN0171* NAD 83(1986)-  28 43 06.     (N)    096 17 30.     (W)     SCALED    
 AN0171* NAVD 88     -         4.01   (+/-2cm)      13.2    (feet)  VERTCON   
 AN0171  ___________________________________________________________________
 AN0171  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0171
 AN0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0171
 AN0171.The horizontal coordinates were scaled from a topographic map and have
 AN0171.an estimated accuracy of +/- 6 seconds.
 AN0171
 AN0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0171.The vertical order pertains to the NGVD 29 superseded value.
 AN0171
 AN0171.The geoid height was determined by GEOID03.
 AN0171
 AN0171;                    North         East    Units  Estimated Accuracy
 AN0171;SPC TXSC     - 4,101,150.      864,570.      MT  (+/- 180 meters Scaled)
 AN0171
 AN0171                          SUPERSEDED SURVEY CONTROL
 AN0171
 AN0171  NGVD 29 (??/??/92)    4.088  (m)           13.41   (f) ADJ UNCH    2 0
 AN0171
 AN0171.Superseded values are not recommended for survey control.
 AN0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0171.See file dsdata.txt to determine how the superseded data were derived.
 AN0171
 AN0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS645797(NAD 83)
 AN0171_MARKER: DR = REFERENCE MARK DISK
 AN0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0171_STAMPING: SCHOOL NO 2 1934
 AN0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0171+STABILITY: SURFACE MOTION
 AN0171
 AN0171  HISTORY     - Date     Condition        Report By
 AN0171  HISTORY     - 1934     MONUMENTED       CGS
 AN0171
 AN0171                          STATION DESCRIPTION
 AN0171
 AN0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0171'5.1 MI W FROM PALACIOS.
 AN0171'AT TURTLE BAYOU SCHOOL, 125 FEET SOUTHWEST OF THE SCHOOLHOUSE, 26 FEET
 AN0171'WEST OF THE CENTER LINE OF THE PLANK ROAD, AND 2.7 FEET EAST OF THE
 AN0171'FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED SCHOOL NO 2 1934 AND
 AN0171'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0979 ***********************************************************************
 CA0979  DESIGNATION -  SCHOOLER
 CA0979  PID         -  CA0979
 CA0979  STATE/COUNTY-  TX/HAMILTON
 CA0979  USGS QUAD   -  HAMILTON WEST (1979)
 CA0979
 CA0979                         *CURRENT SURVEY CONTROL
 CA0979  ___________________________________________________________________
 CA0979* NAD 83(1993)-  31 44 34.00429(N)    098 09 09.36036(W)     ADJUSTED  
 CA0979* NAVD 88     -       385.1    (meters)    1263.     (feet)  VERTCON   
 CA0979  ___________________________________________________________________
 CA0979  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CA0979  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CA0979
 CA0979  HORZ ORDER  -  FIRST
 CA0979
 CA0979.The horizontal coordinates were established by classical geodetic methods
 CA0979.and adjusted by the National Geodetic Survey in February 1996..
 CA0979
 CA0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0979
 CA0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0979
 CA0979.The geoid height was determined by GEOID03.
 CA0979
 CA0979;                    North         East     Units Scale Factor Converg.
 CA0979;SPC TX C     - 3,232,180.702   906,617.118   MT  0.99996527   +1 07 23.5
 CA0979;SPC TX C     -10,604,246.19  2,974,459.66   sFT  0.99996527   +1 07 23.5
 CA0979;UTM  14      - 3,512,237.550   580,265.412   MT  0.99967946   +0 26 45.0
 CA0979
 CA0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0979!SPC TX C     -   0.99994374  x   0.99996527  =   0.99990901
 CA0979!UTM  14      -   0.99994374  x   0.99967946  =   0.99962322
 CA0979
 CA0979|---------------------------------------------------------------------|
 CA0979| PID    Reference Object                     Distance      Geod. Az  |
 CA0979|                                                           dddmmss.s |
 CA0979| CV6262 SCHOOLER RM 1                        19.044 METERS 03055     |
 CA0979| CV6263 SCHOOLER RM 2                        29.919 METERS 11126     |
 CA0979| CA0971 HAMILTON ST HWY DEPT RAD MAST       APPROX. 6.5 KM 1383930.8 |
 CA0979| CA0972 HAMILTON EAST MUNICIPAL TANK        APPROX. 6.0 KM 1412018.4 |
 CA0979| CA0977 HAMILTON CABLE TV CO MAST           APPROX. 3.6 KM 1463841.4 |
 CA0979| CA0976 HAMILTON WEST MUNICIPAL TANK        APPROX. 5.1 KM 1510336.3 |
 CA0979| CA0978 HAMILTON RADIO STA KCLW MAST        APPROX. 2.8 KM 1634638.2 |
 CA0979| CA0980 SCHOOLER RM A 1967                   25.025 METERS 23631     |
 CA0979| CV6261 SCHOOLER AZ MK                                     2864326.0 |
 CA0979|---------------------------------------------------------------------|
 CA0979
 CA0979                          SUPERSEDED SURVEY CONTROL
 CA0979
 CA0979  NAD 83(1986)-  31 44 34.01181(N)    098 09 09.34059(W) AD(       ) 1
 CA0979  NAD 27      -  31 44 33.45917(N)    098 09 08.21067(W) AD(       ) 1
 CA0979  NGVD 29 (07/19/86)  385.0    (m)         1263.     (f) VERT ANG       
 CA0979
 CA0979.Superseded values are not recommended for survey control.
 CA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0979.See file dsdata.txt to determine how the superseded data were derived.
 CA0979
 CA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8026512238(NAD 83)
 CA0979_MARKER: DS = TRIANGULATION STATION DISK
 CA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0979_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA0979
 CA0979  HISTORY     - Date     Condition        Report By
 CA0979  HISTORY     - 1967     MONUMENTED       CGS
 CA0979  HISTORY     - 1975     GOOD             NGS
 CA0979
 CA0979                          STATION DESCRIPTION
 CA0979
 CA0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0979'THE STATION IS ABOUT 3 MILES NORTH-NORTHWEST OF HAMILTON, 3
 CA0979'MILES SOUTHWEST OF EDISON LAKE, ON PROPERTY OWNED AND OCCUPIED
 CA0979'BY MR. JOE SCHOOLER.
 CA0979'
 CA0979'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 CA0979'AND STATE HIGHWAY 36 IN THE CENTER OF HAMILTON, GO WEST ON STATE
 CA0979'HIGHWAY 36 FOR 0.5 MILE TO THE JUNCTION OF FARM ROAD 218 ON THE
 CA0979'LEFT.  CONTINUE WEST ON STATE HIGHWAY 36 FOR 2.9 MILES TO A
 CA0979'DIAGONAL SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON
 CA0979'GRAVELED ROAD FOR 0.4 MILE TO A BOARD GATE AND THE AZIMUTH
 CA0979'MARK ON THE LEFT ABOUT 56 FEET NORTH OF THE FENCE.  PASS
 CA0979'THROUGH GATE AND GO EAST ON GRAVELED ROAD FOR 0.05 MILE TO A
 CA0979'DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO EAST ON DIM TRACK
 CA0979'ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 CA0979'
 CA0979'THE STATION MARK IS A STANDARD DISK STAMPED SCHOOLER 1967,
 CA0979'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CA0979'IS FLUSH WITH THE GROUND.  IT IS 53.5 FEET SOUTH-SOUTHEAST
 CA0979'OF A 14-INCH LIVE OAK TREE WITH A TRIANGLE BLAZE AND 16 FEET
 CA0979'SOUTH-SOUTHEAST OF A 3 1/2-INCH LIVE OAK TREE WITH METAL
 CA0979'WITNESS SIGN ATTACHED.
 CA0979'
 CA0979'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SCHOOLER NO 1 1967,
 CA0979'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 CA0979'ABOUT 2 INCHES WITH 4 FOOT BY 1 FOOT EXPOSED AND IS THE SAME
 CA0979'ELEVATION AS THE STATION.  IT IS 48.5 FEET NORTH OF A 3 1/2-INCH
 CA0979'LIVE OAK TREE WITH METAL WITNESS SIGN ATTACHED AND 11.5 FEET
 CA0979'SOUTH OF A 16-INCH LIVE OAK TREE.
 CA0979'
 CA0979'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SCHOOLER NO 2 1967,
 CA0979'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 CA0979'GROUND WITH 2 FOOT BY 1 FOOT EXPOSED AND IS THE SAME ELEVATION
 CA0979'AS THE STATION.
 CA0979'
 CA0979'AZIMUTH MARK IS A STANDARD DISK STAMPED SCHOOLER 1967, CEMENTED
 CA0979'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT
 CA0979'IS 56.0 FEET NORTH-NORTHWEST OF FENCE CORNER POST WITH METAL
 CA0979'WITNESS SIGN ATTACHED AND 24.5 FEET WEST OF A NORTH-SOUTH
 CA0979'FENCE LINE.
 CA0979
 CA0979                          STATION RECOVERY (1975)
 CA0979
 CA0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA0979'THE STATION MARK, REFERENCE MARKS 1, 2, RM A AND THE AZIMUTH
 CA0979'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 CA0979'AND DIRECTION TO THE REFERENCE MARKS AND THE AZIMUTH MARK
 CA0979'CHECKED THE 1967 OBSERVATIONS ADEQUATE.
 CA0979'
 CA0979'THE CARDINAL DIRECTIONS AND THE TO REACH FOR THE MARKS ARE
 CA0979'COMPLETELY ADEQUATE TO THE 1967 DATA.
 CA0979'
 CA0979'HEIGHT OF LIGHT ABOVE STATION MARK 72.8 FEET.
 CA0979'
 CA0979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CA0979'3 MILES NORTH-NORTHEAST OF HAMILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0980 ***********************************************************************
 CA0980  DESIGNATION -  SCHOOLER RM A 1967
 CA0980  PID         -  CA0980
 CA0980  STATE/COUNTY-  TX/HAMILTON
 CA0980  USGS QUAD   -  HAMILTON WEST (1979)
 CA0980
 CA0980                         *CURRENT SURVEY CONTROL
 CA0980  ___________________________________________________________________
 CA0980* NAD 83(1993)-  31 44 33.55607(N)    098 09 10.15336(W)     ADJUSTED  
 CA0980* NAVD 88     -       385.2    (meters)    1264.     (feet)  VERTCON   
 CA0980  ___________________________________________________________________
 CA0980  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CA0980  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CA0980
 CA0980  HORZ ORDER  -  FIRST
 CA0980
 CA0980.The horizontal coordinates were established by classical geodetic methods
 CA0980.and adjusted by the National Geodetic Survey in February 1996..
 CA0980
 CA0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0980
 CA0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0980
 CA0980.The geoid height was determined by GEOID03.
 CA0980
 CA0980;                    North         East     Units Scale Factor Converg.
 CA0980;SPC TX C     - 3,232,166.490   906,596.521   MT  0.99996524   +1 07 23.1
 CA0980;SPC TX C     -10,604,199.56  2,974,392.09   sFT  0.99996524   +1 07 23.1
 CA0980;UTM  14      - 3,512,223.587   580,244.654   MT  0.99967941   +0 26 44.6
 CA0980
 CA0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0980!SPC TX C     -   0.99994373  x   0.99996524  =   0.99990897
 CA0980!UTM  14      -   0.99994373  x   0.99967941  =   0.99962315
 CA0980
 CA0980|---------------------------------------------------------------------|
 CA0980| PID    Reference Object                     Distance      Geod. Az  |
 CA0980|                                                           dddmmss.s |
 CA0980| CA0979 SCHOOLER                             25.025 METERS 05631     |
 CA0980| CA0971 HAMILTON ST HWY DEPT RAD MAST       APPROX. 6.5 KM 1382620.7 |
 CA0980| CA0972 HAMILTON EAST MUNICIPAL TANK        APPROX. 6.0 KM 1410602.9 |
 CA0980| CA0977 HAMILTON CABLE TV CO MAST           APPROX. 3.6 KM 1461434.0 |
 CA0980| CA0976 HAMILTON WEST MUNICIPAL TANK        APPROX. 5.1 KM 1504655.2 |
 CA0980| CA0978 HAMILTON RADIO STA KCLW MAST        APPROX. 2.7 KM 1631644.8 |
 CA0980| CA0966 GARDNER                             APPROX.12.5 KM 3551345.7 |
 CA0980|---------------------------------------------------------------------|
 CA0980
 CA0980                          SUPERSEDED SURVEY CONTROL
 CA0980
 CA0980  NAD 83(1986)-  31 44 33.56363(N)    098 09 10.13353(W) AD(       ) 1
 CA0980  NAD 27      -  31 44 33.01096(N)    098 09 09.00358(W) AD(       ) 1
 CA0980  NGVD 29 (07/19/86)  385.1    (m)         1263.     (f) VERT ANG       
 CA0980
 CA0980.Superseded values are not recommended for survey control.
 CA0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0980.See file dsdata.txt to determine how the superseded data were derived.
 CA0980
 CA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8024512224(NAD 83)
 CA0980_MARKER: DS = TRIANGULATION STATION DISK
 CA0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0980+STABILITY: SURFACE MOTION
 CA0980
 CA0980  HISTORY     - Date     Condition        Report By
 CA0980  HISTORY     - 1967     MONUMENTED       CGS
 CA0980
 CA0980                          STATION DESCRIPTION
 CA0980
 CA0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0980'THE STATION IS ABOUT 3 MILES NORTH-NORTHWEST OF HAMILTON,
 CA0980'3 MILES SOUTHWEST OF EDISON LAKE, ON PROPERTY OWNED AND
 CA0980'OCCUPIED BY MR. JOE SCHOOLER.
 CA0980'
 CA0980'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 CA0980'SCHOOLER RM A 1967, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 CA0980'POST 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS
 CA0980'32 FEET NORTH OF A FENCE, 16.3 FEET NORTH OF A 10-INCH TREE
 CA0980'WITH WITNESS SIGN, AND 16 FEET EAST OF A 10-INCH TREE WITH
 CA0980'TRIANGLE BLAZE.
 CA0980'
 CA0980'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CA0980'SCHOOLER, THE DISTANCE BEING 25.0248 METERS OR 82.102 FEET
 CA0980'NORTHEAST OF SCHOOLER.
 CA0980'
 CA0980'FOR ROUTE TO REACH THE STATION, SEE DESCRIPTION FOR SCHOOLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1013 ***********************************************************************
 DO1013  DESIGNATION -  SCHRADER
 DO1013  PID         -  DO1013
 DO1013  STATE/COUNTY-  TX/ARCHER
 DO1013  USGS QUAD   -  LAKE WICHITA (1981)
 DO1013
 DO1013                         *CURRENT SURVEY CONTROL
 DO1013  ___________________________________________________________________
 DO1013* NAD 83(1993)-  33 46 55.63565(N)    098 33 53.03997(W)     ADJUSTED  
 DO1013* NAVD 88     -       324.7    (meters)    1065.     (feet)  VERTCON   
 DO1013  ___________________________________________________________________
 DO1013  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 DO1013  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DO1013
 DO1013  HORZ ORDER  -  THIRD
 DO1013
 DO1013.The horizontal coordinates were established by classical geodetic methods
 DO1013.and adjusted by the National Geodetic Survey in February 1996..
 DO1013
 DO1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO1013
 DO1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1013
 DO1013.The geoid height was determined by GEOID03.
 DO1013
 DO1013;                    North         East     Units Scale Factor Converg.
 DO1013;SPC TXNC     - 2,234,592.058   594,004.678   MT  0.99995374   -0 02 07.1
 DO1013;SPC TXNC     - 7,331,324.11  1,948,830.35   sFT  0.99995374   -0 02 07.1
 DO1013;UTM  14      - 3,738,083.529   540,298.417   MT  0.99962002   +0 14 31.3
 DO1013
 DO1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1013!SPC TXNC     -   0.99995341  x   0.99995374  =   0.99990715
 DO1013!UTM  14      -   0.99995341  x   0.99962002  =   0.99957344
 DO1013
 DO1013                          SUPERSEDED SURVEY CONTROL
 DO1013
 DO1013  NAD 83(1993)-  33 46 55.63596(N)    098 33 53.03950(W) AD(       ) 3
 DO1013  NAD 83(1986)-  33 46 55.63869(N)    098 33 53.02716(W) AD(       ) 3
 DO1013  NGVD 29 (04/15/93)  324.6    (m)         1065.     (f) VERT ANG       
 DO1013
 DO1013.Superseded values are not recommended for survey control.
 DO1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1013.See file dsdata.txt to determine how the superseded data were derived.
 DO1013
 DO1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4029838084(NAD 83)
 DO1013_MARKER: DD = SURVEY DISK
 DO1013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DO1013_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DO1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1013
 DO1013  HISTORY     - Date     Condition        Report By
 DO1013  HISTORY     - 1914     MONUMENTED       USGS
 DO1013  HISTORY     - 1956     GOOD             USGS
 DO1013
 DO1013                          STATION DESCRIPTION
 DO1013
 DO1013'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 DO1013'ON THE HIGHEST PART OF A BARE HILL ON JOHN SCHRADERS FARM, ABOUT 1.75
 DO1013'MI. NW. OF HOFF STATION AND ABOUT 0.7 MI. N. OF SCHRADERS RESIDENCE.
 DO1013'
 DO1013'RECOVERED BY USGS IN 1956 AND REDESCRIBED AS FOLLOWS
 DO1013'
 DO1013'TO REACH FROM WICHITA FALLS POST OFFICE, GO SE. 0.7 MI. TO HIGHWAYS
 DO1013'U.S. 281 AND STATE 79, TURN RIGHT (S.), GO 3.5 MI. TO JUNCTION U.S.
 DO1013'281 AND STATE 79.  TURN RIGHT (SW.) ON STATE 79, GO 6.4 MI. TO RD. S.
 DO1013'TURN LEFT (S.), GO 0.3 MI. TO N-S. RD. AND T-RD. E. AND RD. SE.
 DO1013'THROUGH GATE.  TURN LEFT (SE.) THROUGH GATE, GO 0.4 MI. TO TOP OF
 DO1013'HILL AND STATION ON LEFT.
 DO1013'
 DO1013'RECOVERED BY USGS IN 1955.
 DO1013'
 DO1013'STATION MARK--STANDARD USGS CAP ON 3 IN. IRON POST, PROJECTING 9 IN.
 DO1013'ABOVE SURFACE OF GROUND, UNDER WHICH A SMALL BOTTLE WAS BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1493 ***********************************************************************
 DN1493  DESIGNATION -  SCHRAFF
 DN1493  PID         -  DN1493
 DN1493  STATE/COUNTY-  TX/GRAYSON
 DN1493  USGS QUAD   -  MARILEE (1961)
 DN1493
 DN1493                         *CURRENT SURVEY CONTROL
 DN1493  ___________________________________________________________________
 DN1493* NAD 83(1993)-  33 26 18.25509(N)    096 48 43.42060(W)     ADJUSTED  
 DN1493* NAVD 88     -       220.7    (meters)     724.     (feet)  VERTCON   
 DN1493  ___________________________________________________________________
 DN1493  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DN1493  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DN1493
 DN1493  HORZ ORDER  -  THIRD
 DN1493
 DN1493.The horizontal coordinates were established by classical geodetic methods
 DN1493.and adjusted by the National Geodetic Survey in February 1996..
 DN1493
 DN1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1493
 DN1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1493
 DN1493.The geoid height was determined by GEOID03.
 DN1493
 DN1493;                    North         East     Units Scale Factor Converg.
 DN1493;SPC TXNC     - 2,197,730.521   756,935.374   MT  0.99989533   +0 55 14.1
 DN1493;SPC TXNC     - 7,210,387.55  2,483,378.81   sFT  0.99989533   +0 55 14.1
 DN1493;UTM  14      - 3,702,030.735   703,390.892   MT  1.00011004   +1 12 21.8
 DN1493
 DN1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1493!SPC TXNC     -   0.99996933  x   0.99989533  =   0.99986466
 DN1493!UTM  14      -   0.99996933  x   1.00011004  =   1.00007937
 DN1493
 DN1493                          SUPERSEDED SURVEY CONTROL
 DN1493
 DN1493  NAD 83(1993)-  33 26 18.25641(N)    096 48 43.41612(W) AD(       ) 3
 DN1493  NAD 83(1986)-  33 26 18.26066(N)    096 48 43.40951(W) AD(       ) 3
 DN1493  NGVD 29 (07/26/91)  220.7    (m)          724.     (f) VERT ANG       
 DN1493
 DN1493.Superseded values are not recommended for survey control.
 DN1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1493.See file dsdata.txt to determine how the superseded data were derived.
 DN1493
 DN1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0339102031(NAD 83)
 DN1493_MARKER: DS = TRIANGULATION STATION DISK
 DN1493_SETTING: 0 = UNSPECIFIED SETTING
 DN1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1493
 DN1493  HISTORY     - Date     Condition        Report By
 DN1493  HISTORY     - 1958     MONUMENTED       USGS
 DN1493
 DN1493                          STATION DESCRIPTION
 DN1493
 DN1493'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1493'SCHRAFF, GRAYSON COUNTY, TEXAS.  GUNTER, 3.9 MI. W. OF, AT A T-FENCE
 DN1493'CORNER, ACROSS FROM SCHRAFF RES., 42 FT. CENTERLINE OF E-W. RD., 114
 DN1493'FT. NE. OF FARM ROAD OF T-DRIVE S.
 DN1493'
 DN1493'TO REACH THE STATION FROM RAILROAD DEPOT IN GUNTER, GO W. ON FARM ROAD
 DN1493'3.8 MI. TO A T-RD. SW., GO 1.5 MI. W. TO A T-RD. N., TURN LEFT (E.)
 DN1493'FOR 0.1 MI. TO STATION ON THE LEFT AS DESCRIBED.
 DN1493'
 DN1493'STATION MARK--A STANDARD USGS TABLET SET IN CONCRETE POST, STAMPED---
 DN1493'---SCHRAFF - ET 1958---, PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0305 ***********************************************************************
 BN0305  DESIGNATION -  SCHREINER
 BN0305  PID         -  BN0305
 BN0305  STATE/COUNTY-  TX/KERR
 BN0305  USGS QUAD   -  KERRVILLE (1982)
 BN0305
 BN0305                         *CURRENT SURVEY CONTROL
 BN0305  ___________________________________________________________________
 BN0305* NAD 83(1993)-  30 01 53.10834(N)    099 07 51.40201(W)     ADJUSTED  
 BN0305* NAVD 88     -       493.651  (meters)    1619.59   (feet)  ADJUSTED  
 BN0305  ___________________________________________________________________
 BN0305  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BN0305  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BN0305  DYNAMIC HT  -         492.950 (meters)    1617.29  (feet)  COMP
 BN0305  MODELED GRAV-     979,205.6   (mgal)                       NAVD 88
 BN0305
 BN0305  HORZ ORDER  -  SECOND
 BN0305  VERT ORDER  -  SECOND    CLASS 0
 BN0305
 BN0305.The horizontal coordinates were established by classical geodetic methods
 BN0305.and adjusted by the National Geodetic Survey in February 1996..
 BN0305
 BN0305.The orthometric height was determined by differential leveling
 BN0305.and adjusted by the National Geodetic Survey in June 1991..
 BN0305
 BN0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0305
 BN0305.The geoid height was determined by GEOID03.
 BN0305
 BN0305.The dynamic height is computed by dividing the NAVD 88
 BN0305.geopotential number by the normal gravity value computed on the
 BN0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0305.degrees latitude (g = 980.6199 gals.).
 BN0305
 BN0305.The modeled gravity was interpolated from observed gravity values.
 BN0305
 BN0305;                    North         East     Units Scale Factor Converg.
 BN0305;SPC TXSC     - 4,243,618.743   587,370.385   MT  0.99993694   -0 03 50.9
 BN0305;SPC TXSC     -13,922,605.83  1,927,064.34   sFT  0.99993694   -0 03 50.9
 BN0305;SPC TX C     - 3,041,062.949   815,977.922   MT  1.00002385   +0 37 09.5
 BN0305;SPC TX C     - 9,977,220.69  2,677,087.57   sFT  1.00002385   +0 37 09.5
 BN0305;UTM  14      - 3,322,274.059   487,374.632   MT  0.99960197   -0 03 55.9
 BN0305
 BN0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0305!SPC TXSC     -   0.99992597  x   0.99993694  =   0.99986291
 BN0305!SPC TX C     -   0.99992597  x   1.00002385  =   0.99994982
 BN0305!UTM  14      -   0.99992597  x   0.99960197  =   0.99952797
 BN0305
 BN0305:                Primary Azimuth Mark                     Grid Az
 BN0305:SPC TXSC     -  SCHREINER AZ MK                          173 50 17.8
 BN0305:SPC TX C     -  SCHREINER AZ MK                          173 09 17.4
 BN0305:UTM  14      -  SCHREINER AZ MK                          173 50 22.8
 BN0305
 BN0305|---------------------------------------------------------------------|
 BN0305| PID    Reference Object                     Distance      Geod. Az  |
 BN0305|                                                           dddmmss.s |
 BN0305| CV6264 SCHREINER AZ MK                                    1734626.9 |
 BN0305| CV6265 SCHREINER RM 1                                     19002     |
 BN0305| CV6266 SCHREINER RM 2                                     30439     |
 BN0305| BN0747 KERRVILLE MEXICAN BAP CH SPIRE      APPROX. 2.6 KM 3312717.9 |
 BN0305| BN0744 KERRVILLE FIRST METH CH DOME        APPROX. 2.1 KM 3365336.4 |
 BN0305| BN0745 KERRVILLE BRAYTON APT CUPOLA        APPROX. 1.4 KM 3414841.3 |
 BN0305|---------------------------------------------------------------------|
 BN0305
 BN0305                          SUPERSEDED SURVEY CONTROL
 BN0305
 BN0305  NAD 83(1986)-  30 01 53.11575(N)    099 07 51.38900(W) AD(       ) 2
 BN0305  NAD 27      -  30 01 52.35000(N)    099 07 50.24000(W) AD(       ) 2
 BN0305  NGVD 29 (??/??/92)  493.584  (m)         1619.37   (f) ADJ UNCH    2 0
 BN0305
 BN0305.Superseded values are not recommended for survey control.
 BN0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0305.See file dsdata.txt to determine how the superseded data were derived.
 BN0305
 BN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8737522274(NAD 83)
 BN0305_MARKER: DB = BENCH MARK DISK
 BN0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0305_STAMPING: SCHREINER 1934
 BN0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0305+STABILITY: SURFACE MOTION
 BN0305
 BN0305  HISTORY     - Date     Condition        Report By
 BN0305  HISTORY     - 1935     MONUMENTED       CGS
 BN0305  HISTORY     - 1935     GOOD             CGS
 BN0305  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 BN0305
 BN0305                          STATION DESCRIPTION
 BN0305
 BN0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0305'STATION IS LOCATED ON THE CAMPUS OF SCHRIENER INSTITUTE, IN
 BN0305'THE CITY OF KERRVILLE.  IT IS 150 FEET ENE OF THE NE CORNER
 BN0305'OF THE MAIN BUILDING, 40 FEET W OF CENTER LINE OF DRIVEWAY.
 BN0305'
 BN0305'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BN0305'BRONZE DISKS SET IN CONCRETE.
 BN0305'
 BN0305'REFERENCE MARK NO. 1 IS SW OF STATION, 51 FEET E OF SE CORNER
 BN0305'OF MAIN BUILDING.
 BN0305'
 BN0305'REFERENCE MARK NO. 2 IS NNW OF STATION, 2 FEET S OF CURB OF
 BN0305'EW DRIVEWAY.
 BN0305'
 BN0305'AZIMUTH MARK IS LOCATED IN S PORTION OF SCHOOL CAMPUS, JUST N
 BN0305'OF STONE BOUNDARY WALL, ABOUT 150 FEET E OF S ENTRANCE TO
 BN0305'SCHOOL GROUNDS.  IT IS SW OF STATION.
 BN0305'
 BN0305'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BN0305
 BN0305                          STATION RECOVERY (1935)
 BN0305
 BN0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BN0305'1.0 MI E FROM KERRVILLE.
 BN0305'1.0 MILE E OF KERRVILLE 100 YARDS W OF MILE POST 307.  35 FT. E OF SE
 BN0305'CORNER OF ADMINISTRATION BUILDING ON CAMPUS OF SCHREINER INSTITUTE.
 BN0305
 BN0305                          STATION RECOVERY (2005)
 BN0305
 BN0305'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 BN0305'WALKED ALMOST ENTIRE CENTRAL QUAD AT COLLEGE, NOW KNOWN AS SCHREINER
 BN0305'UNIVERSITY.  TRIANGULATION STATION IS DEFINITELY UNDER A RENOVATED
 BN0305'BUILDING.  REMAINING RM'S AND AZ MK ARE ALSO NOT THERE - QUAD HAS BEEN
 BN0305'RE-LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2062 ***********************************************************************
 AN2062  CBN         -  This is a Cooperative Base Network Control Station.
 AN2062  DESIGNATION -  SCHROEDER
 AN2062  PID         -  AN2062
 AN2062  STATE/COUNTY-  TX/GOLIAD
 AN2062  USGS QUAD   -  SCHROEDER (1987)
 AN2062
 AN2062                         *CURRENT SURVEY CONTROL
 AN2062  ___________________________________________________________________
 AN2062* NAD 83(1993)-  28 48 55.66609(N)    097 12 59.87886(W)     ADJUSTED  
 AN2062* NAVD 88     -        53.2    (meters)     175.     (feet)  GPS OBS   
 AN2062  ___________________________________________________________________
 AN2062  X           -    -702,567.915 (meters)                     COMP
 AN2062  Y           -  -5,548,443.595 (meters)                     COMP
 AN2062  Z           -   3,056,009.061 (meters)                     COMP
 AN2062  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AN2062  ELLIP HEIGHT-          25.79  (meters)          (10/24/00) GPS OBS
 AN2062  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN2062
 AN2062  HORZ ORDER  -  B
 AN2062  ELLP ORDER  -  FOURTH    CLASS II
 AN2062
 AN2062.The horizontal coordinates were established by GPS observations
 AN2062.and adjusted by the National Geodetic Survey in May 1994..
 AN2062
 AN2062.The orthometric height was determined by GPS observations and a
 AN2062.high-resolution geoid model.
 AN2062
 AN2062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2062
 AN2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2062
 AN2062.The ellipsoidal height was determined by GPS observations
 AN2062.and is referenced to NAD 83.
 AN2062
 AN2062.The geoid height was determined by GEOID03.
 AN2062
 AN2062;                    North         East     Units Scale Factor Converg.
 AN2062;SPC TXSC     - 4,110,174.515   774,053.622   MT  0.99990404   +0 52 25.3
 AN2062;SPC TXSC     -13,484,797.55  2,539,540.92   sFT  0.99990404   +0 52 25.3
 AN2062;UTM  14      - 3,188,846.391   674,022.594   MT  0.99997373   +0 51 35.2
 AN2062
 AN2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2062!SPC TXSC     -   0.99999595  x   0.99990404  =   0.99989999
 AN2062!UTM  14      -   0.99999595  x   0.99997373  =   0.99996968
 AN2062
 AN2062|---------------------------------------------------------------------|
 AN2062| PID    Reference Object                     Distance      Geod. Az  |
 AN2062|                                                           dddmmss.s |
 AN2062| CV6269 SCHROEDER RM 2                       24.252 METERS 00715     |
 AN2062| CV6268 SCHROEDER RM 1                       23.098 METERS 12225     |
 AN2062| AN2079 GOLIAD ST PAULS LUTH CH SPIRE       APPROX. 9.4 KM 2372512.7 |
 AN2062| AN2064 SCHROEDER ST LUKES LUTH CH          APPROX. 2.0 KM 2541841.9 |
 AN2062| CV6267 SCHROEDER AZ MK                                    2703352.8 |
 AN2062|---------------------------------------------------------------------|
 AN2062
 AN2062                          SUPERSEDED SURVEY CONTROL
 AN2062
 AN2062  ELLIP H (05/09/94)   25.93   (m)                       GP(       ) 4 2
 AN2062  NAD 83(1986)-  28 48 55.67350(N)    097 12 59.86419(W) AD(       ) 1
 AN2062  NAD 27      -  28 48 54.71100(N)    097 12 58.90300(W) AD(       ) 1
 AN2062
 AN2062.Superseded values are not recommended for survey control.
 AN2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2062.See file dsdata.txt to determine how the superseded data were derived.
 AN2062
 AN2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7402388846(NAD 83)
 AN2062_MARKER: DS = TRIANGULATION STATION DISK
 AN2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2062_SP_SET: CONCRETE POST
 AN2062_STAMPING: SCHROEDER 1952
 AN2062_MARK LOGO: CGS   
 AN2062_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN2062+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 AN2062
 AN2062  HISTORY     - Date     Condition        Report By
 AN2062  HISTORY     - 1952     MONUMENTED       CGS
 AN2062  HISTORY     - 1952     GOOD             CGS
 AN2062  HISTORY     - 1963     GOOD             CGS
 AN2062  HISTORY     - 1974     GOOD             LOCSUR
 AN2062  HISTORY     - 19930318 GOOD             TXHD
 AN2062  HISTORY     - 20051208 GOOD             INDIV
 AN2062
 AN2062                          STATION DESCRIPTION
 AN2062
 AN2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2062'THE STATION IS LOCATED ABOUT 13 MILES WEST OF VICTORIA, 8
 AN2062'MILES NORTH OF FANNIN, 0.3 MILE EAST OF THE SMALL VILLAGE OF
 AN2062'SCHROEDER, 56 FEET NORTHEAST OF THE CENTER LINE OF FARM ROAD
 AN2062'622, 15 FEET NORTHEAST OF A FENCE LINE, 15 FEET NORTHEAST OF
 AN2062'A WITNESS POST, AND ON LAND OWNED BY MR. CHAS. WOLF.
 AN2062'
 AN2062'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59
 AN2062'AND 183 IN GOLIAD.  GO NORTH ON U.S. HIGHWAY 183 FOR 4.2 MILES
 AN2062'TO THE JUNCTION OF FARM ROAD 622.  TURN RIGHT AND GO EASTERLY
 AN2062'ON FARM ROAD 622 FOR 12.3 MILES TO THE AZIMUTH MARK ON THE
 AN2062'LEFT AS DESCRIBED.  CONTINUE EAST ON FARM ROAD 622 FOR 0.3
 AN2062'MILE TO THE SMALL VILLAGE OF SCHROEDER.  CONTINUE EAST ON
 AN2062'FARM ROAD 622 FOR 0.3 MILE TO A CURVE IN THE ROAD AND THE
 AN2062'STATION ON THE LEFT, NORTH, AS DESCRIBED.
 AN2062'
 AN2062'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AN2062'POSTS.
 AN2062'
 AN2062'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 AN2062'SCHROEDER 1952.
 AN2062'
 AN2062'REFERENCE MARK NO. 1 IS 42 FEET NORTH OF THE CENTER LINE OF
 AN2062'FARM ROAD 622 AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 AN2062'PROJECTS 1 INCH, AND THE DISK IS STAMPED SCHROEDER NO 1 1952.
 AN2062'
 AN2062'REFERENCE MARK NO. 2 IS 42 FEET NORTHEAST OF A POWER LINE POLE.
 AN2062'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED SCHROEDER NO 2
 AN2062'1952.
 AN2062'
 AN2062'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE SMALL VILLAGE OF
 AN2062'SCHROEDER, 32 FEET NORTH OF THE CENTER LINE OF FARM ROAD 622,
 AN2062'6 FEET SOUTH OF A FENCE LINE, AND 2 FEET SOUTH OF A WITNESS POST.
 AN2062'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED SCHROEDER
 AN2062'1952.
 AN2062'
 AN2062'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2062
 AN2062                          STATION RECOVERY (1952)
 AN2062
 AN2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 AN2062'RECOVERED IN GOOD CONDITION.
 AN2062
 AN2062                          STATION RECOVERY (1963)
 AN2062
 AN2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2062'STATION AND REFERENCE MARKERS NO. 1 AND 2 WERE RECOVERED IN
 AN2062'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDINGS TO
 AN2062'STATION SITE ARE CORRECT.
 AN2062
 AN2062                          STATION RECOVERY (1974)
 AN2062
 AN2062'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (DK)
 AN2062'RECOVERED BY INTERNATIONL AERIAL MAPPING CO.
 AN2062'
 AN2062'SCHROEDER 1952-GOOD
 AN2062
 AN2062                          STATION RECOVERY (1993)
 AN2062
 AN2062'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1993
 AN2062'STATION IS LOCATED ABOUT 23.3 KM (14.45 MI) NORTHEAST OF GOLIAD, 12.9
 AN2062'KM (8.00 MI) NORTH OF FANNIN, 0.5 KM (0.30 MI) EAST OF SCHROEDER, IN
 AN2062'A PASTURE.  OWNERSHIP--UNKNOWN.
 AN2062'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 183 IN GOLIAD, GO
 AN2062'NORTH ON HIGHWAY 183 FOR 7.2 KM (4.45 MI) TO THE INTERSECTION OF FM
 AN2062'622.  TURN RIGHT, EAST, ON FM 622 FOR 21.2 KM (13.15 MI) TO THE
 AN2062'VILLAGE OF SCHROEDER. CONTINUE AHEAD ON FM 622 FOR 0.05 KM (0.05 MI)
 AN2062'TO A CURVE TO THE RIGHT AND THE STATION ON THE LEFT.
 AN2062'STATION, RM1 AND RM2 ARE ALL BRASS DISKS SET IN CONCRETE POSTS FLUSH
 AN2062'WITH THE GROUND.  STATION IS 16.5 M (54.1 FT) NORTHEAST FROM THE
 AN2062'CENTER OF FM 622, 4.6 M (15.1 FT) NORTHEAST FROM A RIGHT-OF-WAY FENCE
 AN2062'AND 0.3 M (1.0 FT) SOUTHWEST FROM A METAL WITNESS POST.  RM1 IS 12.8
 AN2062'M (42.0 FT) NORTHEAST FROM THE CENTER OF FM 622, 0.3 M (1.0 FT)
 AN2062'NORTHEAST FROM THE RIGHT-OF-WAY FENCE AND 0.3 M (1.0 FT) NORTHEAST
 AN2062'FROM A METAL WITNESS POST.  RM2 IS 28.0 M (91.9 FT) NORTHEAST FROM
 AN2062'THE RIGHT-OF-WAY FENCE, 15.2 M (49.9 FT) NORTHWEST FROM A POWER POLE
 AN2062'AND 29.0 M (95.1 FT) NORTHEAST FROM A POWER POLE IN THE RIGHT OF WAY
 AN2062'FENCE.
 AN2062
 AN2062                          STATION RECOVERY (2005)
 AN2062
 AN2062'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLM)
 AN2062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2064 ***********************************************************************
 AN2064  DESIGNATION -  SCHROEDER ST LUKES LUTH CH
 AN2064  PID         -  AN2064
 AN2064  STATE/COUNTY-  TX/GOLIAD
 AN2064  USGS QUAD   -  SCHROEDER (1987)
 AN2064
 AN2064                         *CURRENT SURVEY CONTROL
 AN2064  ___________________________________________________________________
 AN2064* NAD 83(1993)-  28 48 37.94497(N)    097 14 11.49412(W)     ADJUSTED  
 AN2064* NAVD 88     -                                                        
 AN2064  ___________________________________________________________________
 AN2064  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AN2064  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN2064
 AN2064  HORZ ORDER  -  THIRD
 AN2064
 AN2064.The horizontal coordinates were established by classical geodetic methods
 AN2064.and adjusted by the National Geodetic Survey in February 1996..
 AN2064
 AN2064
 AN2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2064
 AN2064.The geoid height was determined by GEOID03.
 AN2064
 AN2064;                    North         East     Units Scale Factor Converg.
 AN2064;SPC TXSC     - 4,109,599.610   772,120.460   MT  0.99990482   +0 51 50.2
 AN2064;SPC TXSC     -13,482,911.39  2,533,198.54   sFT  0.99990482   +0 51 50.2
 AN2064;UTM  14      - 3,188,271.919   672,089.166   MT  0.99996547   +0 51 00.2
 AN2064
 AN2064                          SUPERSEDED SURVEY CONTROL
 AN2064
 AN2064  NAD 83(1986)-  28 48 37.95229(N)    097 14 11.47934(W) AD(       ) 4
 AN2064  NAD 27      -  28 48 36.99100(N)    097 14 10.51500(W) AD(       ) 3
 AN2064
 AN2064.Superseded values are not recommended for survey control.
 AN2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2064.See file dsdata.txt to determine how the superseded data were derived.
 AN2064
 AN2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7208988272(NAD 83)
 AN2064_MARKER: 90 = CHURCH SPIRE
 AN2064
 AN2064  HISTORY     - Date     Condition        Report By
 AN2064  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2064
 AN2064                          STATION DESCRIPTION
 AN2064
 AN2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2064'LOCATED 1-1/2 MILES SOUTHWEST OF THE VILLAGE OF SCHROEDER, 250
 AN2064'FEET EAST OF A FARM DWELLING, 200 FEET NORTHWEST OF THE
 AN2064'NORTHWEST CORNER OF A CEMETERY, AND 150 FEET SOUTH OF FARM ROAD
 AN2064'622.  IT IS A WHITE BUILDING WITH A SHINGLED SPIRE AND HAS
 AN2064'A CROSS AND A WHITE BALL AT THE APEX OF THE SPIRE.  POINT
 AN2064'OBSERVED UPON, THE BALL AT THE APEX OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1088 ***********************************************************************
 AX1088  DESIGNATION -  SCHULENBURG
 AX1088  PID         -  AX1088
 AX1088  STATE/COUNTY-  TX/FAYETTE
 AX1088  USGS QUAD   -  SCHULENBURG (1981)
 AX1088
 AX1088                         *CURRENT SURVEY CONTROL
 AX1088  ___________________________________________________________________
 AX1088* NAD 83(1993)-  29 41 04.87993(N)    096 54 22.59604(W)     ADJUSTED  
 AX1088* NAVD 88     -       115.468  (meters)     378.83   (feet)  ADJUSTED  
 AX1088  ___________________________________________________________________
 AX1088  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AX1088  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1088  DYNAMIC HT  -         115.307 (meters)     378.30  (feet)  COMP
 AX1088  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 AX1088
 AX1088  HORZ ORDER  -  FIRST
 AX1088  VERT ORDER  -  FIRST     CLASS I
 AX1088
 AX1088.The horizontal coordinates were established by classical geodetic methods
 AX1088.and adjusted by the National Geodetic Survey in February 1996..
 AX1088
 AX1088.The orthometric height was determined by differential leveling
 AX1088.and adjusted by the National Geodetic Survey in June 1991..
 AX1088
 AX1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX1088
 AX1088.The geoid height was determined by GEOID03.
 AX1088
 AX1088.The dynamic height is computed by dividing the NAVD 88
 AX1088.geopotential number by the normal gravity value computed on the
 AX1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1088.degrees latitude (g = 980.6199 gals.).
 AX1088
 AX1088.The modeled gravity was interpolated from observed gravity values.
 AX1088
 AX1088;                    North         East     Units Scale Factor Converg.
 AX1088;SPC TXSC     - 4,206,993.946   802,616.371   MT  0.99988181   +1 01 32.7
 AX1088;SPC TXSC     -13,802,445.97  2,633,250.54   sFT  0.99988181   +1 01 32.7
 AX1088;UTM  14      - 3,285,680.817   702,593.227   MT  1.00010644   +1 02 14.0
 AX1088
 AX1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX1088!SPC TXSC     -   0.99998612  x   0.99988181  =   0.99986793
 AX1088!UTM  14      -   0.99998612  x   1.00010644  =   1.00009256
 AX1088
 AX1088:                Primary Azimuth Mark                     Grid Az
 AX1088:SPC TXSC     -  SCHULENBURG AZ MK                        031 10 47.7
 AX1088:UTM  14      -  SCHULENBURG AZ MK                        031 10 06.4
 AX1088
 AX1088|---------------------------------------------------------------------|
 AX1088| PID    Reference Object                     Distance      Geod. Az  |
 AX1088|                                                           dddmmss.s |
 AX1088| AX0942 SCHULENBURG AZ MK                                  0321220.4 |
 AX1088| CV6842 SW CORNER OF SCHOOL                  52.430 METERS 04647     |
 AX1088| AX2780 WEIMAR ST MICHAELS CATH CH          APPROX.12.5 KM 0783333.5 |
 AX1088| AX2779 WEIMAR MUNICIPAL TANK               APPROX.12.0 KM 0802548.0 |
 AX1088| AX1087 SCHULENBURG RM 1                     35.335 METERS 15006     |
 AX1088| AX2786 SCHULENBURG CATH CH SPIRE           APPROX. 0.9 KM 1681828.6 |
 AX1088| AX2787 SCHULENBURG STANDPIPE               185.545 METERS 18414     |
 AX1088| AX2784 ST JOHNS CHURCH SPIRE               APPROX. 7.4 KM 2193446.0 |
 AX1088| AX2788 SCHULENBURG CARNAT MILK CO STK      APPROX. 1.1 KM 2324414.0 |
 AX1088| AX1086 SCHULENBURG RM 2                     32.022 METERS 24432     |
 AX1088| AX2579 FLATONIA SOU PACIFIC RR TANK        APPROX.19.2 KM 2704620.4 |
 AX1088| AX2785 HIGH HILL CATHOLIC CH SPIRE         APPROX. 4.2 KM 3301133.2 |
 AX1088|---------------------------------------------------------------------|
 AX1088
 AX1088                          SUPERSEDED SURVEY CONTROL
 AX1088
 AX1088  NAD 83(1986)-  29 41 04.89498(N)    096 54 22.58523(W) AD(       ) 1
 AX1088  NAD 27      -  29 41 04.05400(N)    096 54 21.65200(W) AD(       ) 1
 AX1088  NGVD 29 (??/??/92)  115.434  (m)          378.72   (f) ADJ UNCH    1 1
 AX1088
 AX1088.Superseded values are not recommended for survey control.
 AX1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1088.See file dsdata.txt to determine how the superseded data were derived.
 AX1088
 AX1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT0259385681(NAD 83)
 AX1088_MARKER: DS = TRIANGULATION STATION DISK
 AX1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1088_STAMPING: SCHULENBURG 1943
 AX1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1088+STABILITY: SURFACE MOTION
 AX1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1088+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 AX1088
 AX1088  HISTORY     - Date     Condition        Report By
 AX1088  HISTORY     - 1943     MONUMENTED       CGS
 AX1088  HISTORY     - 1943     GOOD             CGS
 AX1088  HISTORY     - 1963     GOOD             CGS
 AX1088  HISTORY     - 1972     GOOD             NGS
 AX1088  HISTORY     - 1972     GOOD             NGS
 AX1088  HISTORY     - 1990     GOOD             USPSQD
 AX1088  HISTORY     - 19910608 GOOD             USPSQD
 AX1088  HISTORY     - 19970608 GOOD             USPSQD
 AX1088  HISTORY     - 20020812 GOOD             USPSQD
 AX1088  HISTORY     - 20040318 GOOD             USPSQD
 AX1088  HISTORY     - 20050825 GOOD             USPSQD
 AX1088  HISTORY     - 20050825 GOOD             USPSQD
 AX1088
 AX1088                          STATION DESCRIPTION
 AX1088
 AX1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX1088'STATION IS LOCATED IN THE SOUTHWESTERLY CORNER OF THE SCHULENBURG
 AX1088'HIGH SCHOOL GROUNDS.  THE SCHOOL IS LOCATED IN THE NORTHERLY
 AX1088'PART OF TOWN.  THE MARK IS 7 PACES W OF A SWING IN THE YARD,
 AX1088'16 PACES E OF THE E EDGE OF THE PAVEMENT ON UPTON AVENUE,
 AX1088'21 PACES N OF THE N EDGE OF THE PAVEMENT ON COLLEGE STREET,
 AX1088'AND 172 FEET S-W OF THE SW CORNER OF THE SCHOOL.  MARK IS
 AX1088'STAMPED SCHULENBURG 1943 AND IS SET FLUSH.
 AX1088'
 AX1088'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX1088'DISKS SET IN CONCRETE.
 AX1088'
 AX1088'REFERENCE MARK NO. 1 IS 1 FOOT N OF A FENCE LINE, 4 PACES W
 AX1088'OF A 12-INCH GUM TREE, AND 11 PACES S OF THE CENTER LINE OF
 AX1088'COLLEGE STREET.  MARK IS STAMPED SCHULENBURG NO. 1 1943
 AX1088'AND PROJECTS ABOUT 2 INCHES.
 AX1088'
 AX1088'REFERENCE MARK NO. 2 IS 1 FOOT S OF THE SE CORNER OF A HEDGE,
 AX1088'10 PACES N OF THE CENTER LINE OF COLLEGE STREET, AND 13
 AX1088'PACES W OF THE CENTER LINE OF UPTON AVENUE.  MARK IS STAMPED
 AX1088'SCHULENBURG NO. 2 1943 AND PROJECTS ABOUT 2 INCHES.
 AX1088'
 AX1088'AZIMUTH MARK IS 14 PACES E OF THE CENTER LINE OF U.S. 77 AND
 AX1088'ABOUT 75 FEET W OF A SMALL WHITE HOUSE.  MARK IS STAMPED
 AX1088'SCHULENBURG 1943 AND PROJECTS ABOUT 4 INCHES.
 AX1088'
 AX1088'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.1 MILE E THEN
 AX1088'TURN LEFT AND GO 0.1 MILE N.  TURN RIGHT AND GO 0.1 MILE TO
 AX1088'U.S. 77.  TURN LEFT AND GO 0.25 MILE N TO THE AZIMUTH MARK
 AX1088'ON THE RIGHT.
 AX1088'
 AX1088'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX1088
 AX1088                          STATION RECOVERY (1943)
 AX1088
 AX1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AX1088'THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE AT THE TIME OF
 AX1088'RECOVERY.
 AX1088'
 AX1088'THE STATION IS AT THE SOUTHWEST CORNER OF PLAYGROUND AROUND
 AX1088'THE SCHULENBURG HIGH SCHOOL BUILDING AT SCHULENBURG.  IT IS
 AX1088'172.3 FT. SW OF THE SW CORNER OF THE BUILDING, 71.0 FT. N
 AX1088'OF THE CENTERLINE OF COLLEGE ST., 57.0 FT E OF THE CENTERLINE
 AX1088'OF UPTON AVE.  IT IS STAMPED SCHULENBURG 1943.
 AX1088'THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND.
 AX1088'
 AX1088'R.M. NO. 1 IS ABOUT 228.8 FT. SW FROM THE SW
 AX1088'CORNER OF THE HIGH SCHOOL BUILDING, 115.8 FT. SE OF THE STATION,
 AX1088'114.0 FT E OF THE CENTERLINE OF UPTON AVE., AND 31.0 FT. S
 AX1088'OF THE CENTERLINE OF COLLEGE ST.  IT IS STAMPED SCHULENBURG
 AX1088'NO. 1 1943.  THE MONUMENT PROJECTS ABOUT 0.2 FOOT.
 AX1088'
 AX1088'R.M. NO. 2 IS ABOUT 274.0 FT. SW FROM THE SOUTHWEST
 AX1088'CORNER OF THE HIGH SCHOOL BUILDING, 105.1 FT. SW OF THE STATION,
 AX1088'38.5 FT. W OF THE CENTERLINE OF UPTON AVE., 28.5 FT. N OF THE
 AX1088'CENTERLINE OF COLLEGE ST.  IT IS STAMPED SCHULENBURG NO. 2
 AX1088'1943.  THE MONUMENT PROJECTS ABOUT 0.2 FOOT.
 AX1088'
 AX1088'AZIMUTH MARK IS ALONG U.S. HIGHWAY NO. 77, ABOUT 0.6 MILE
 AX1088'N FROM THE INTERSECTION OF U.S. HIGHWAY NO. 90, ABOUT 110
 AX1088'FT. N OF A PRIVATE ROAD LEADING E, 41.0 FT. E OF THE CENTERLINE
 AX1088'OF THE HIGHWAY AND 30.0 FT. S OF A FENCE CORNER.  IT IS
 AX1088'STAMPED SCHULENBURG 1943.
 AX1088
 AX1088                          STATION RECOVERY (1963)
 AX1088
 AX1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX1088'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 AX1088'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX1088'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX1088
 AX1088                          STATION RECOVERY (1972)
 AX1088
 AX1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 AX1088'THE STATION MARK, R.M.S 1 AND 2 AND THE AZIMUTH MARK WERE ALL
 AX1088'RECOVERED IN GOOD CONDITION.
 AX1088'
 AX1088'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 AX1088'77 AND 90 AT SCHULENBURG, GO ABOUT 0.2 MILE NORTH ALONG
 AX1088'U.S. HIGHWAY 77, THENCE 0.2 MILE WEST ALONG COLLEGE STREET,
 AX1088'ON THE PROPERTY OF THE SCHULENBURG HIGH SCHOOL, 172.3 FEET
 AX1088'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 70 FEET
 AX1088'NORTH OF THE CENTER LINE OF THE STREET, 54 FEET EAST OF
 AX1088'THE CENTER LINE OF UPTON AVENUE, 21 FEET EAST OF THE EAST
 AX1088'EDGE OF A CONCRETE SIDEWALK, ABOUT 1/2 FOOT ABOVE THE LEVEL
 AX1088'OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 AX1088'LEVEL WITH THE SURFACE OF THE GROUND.  STAMPED SCHULENBURG
 AX1088'1943.
 AX1088'
 AX1088'R.M. 1, STAMPED SCHULENBURG NO 1 1943, IS 115.8 FEET SOUTHEAST
 AX1088'AND ACROSS THE STREET FROM THE STATION MARK, 30 FEET SOUTH OF THE
 AX1088'CENTER LINE OF THE STREET, 115 FEET EAST OF THE CENTER LINE
 AX1088'OF UPTON AVENUE, 70-1/2 FEET WEST OF THE CENTER LINE OF A
 AX1088'DRIVEWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET
 AX1088'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 AX1088'
 AX1088'R.M. 2, STAMPED SCHULENBURG NO 2 1943, IS 105.0 FEET SOUTHWEST
 AX1088'OF THE STATION MARK, 274.2 FEET SOUTHWEST AND ACROSS UPTON
 AX1088'AVENUE FROM THE SOUTHWEST CORNER OF THE HIGH SCHOOL BUILDING,
 AX1088'30 FEET NORTH OF THE CENTER LINE OF THE STREET, 42 FEET WEST
 AX1088'OF THE CENTER LINE OF THE AVENUE, 34.5 FEET SOUTHEAST OF
 AX1088'THE SOUTHEAST CORNER OF BRICK HOUSE NUMBER 219, ABOUT 1 FOOT
 AX1088'ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE
 AX1088'POST WHICH PROJECTS 3 INCHES.
 AX1088'
 AX1088'TO REACH THE AZIMUTH MARK FROM THE STATION GO ABOUT 0.2
 AX1088'MILE EAST ALONG COLLEGE STREET, THENCE ABOUT 0.4 MILE NORTH
 AX1088'ALONG U.S. HIGHWAY 77, ABOUT 0.25 MILE SOUTH OF THE HIGHWAY
 AX1088'UNDERPASS FOR INTERSTATE HIGHWAY 10, 49 FEET EAST OF THE
 AX1088'CENTER LINE OF THE HIGHWAY, 108 FEET NORTH OF THE CENTER
 AX1088'LINE OF A PRIVATE DRIVEWAY WHICH LEADS EAST, 34.0 FEET SOUTH
 AX1088'OF MOBIL PETROLEUM PIPELINE COMPANY MARKER NUMBER 43.5, 7.7
 AX1088'FEET NORTH OF POWER POLE NUMBER 3-65 WHICH BEARS A STREET
 AX1088'LIGHT, 3-1/2 FEET NORTH OF 12-INCH CEDAR TREE, 1 FOOT WEST
 AX1088'OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 AX1088'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.  STAMPED
 AX1088'SCHULENBURG 1943.
 AX1088'
 AX1088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SCHULENBURG
 AX1088
 AX1088                          STATION RECOVERY (1972)
 AX1088
 AX1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX1088'0.4 MI NW FROM SCHULENBURG.
 AX1088'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX1088'U.S. HIGHWAY 90 AT SCHULENBURG, THENCE 0.2 MILE WEST ALONG COLLEGE
 AX1088'STREET, NEAR THE SOUTHWEST CORNER AND ON THE PROPERTY OF THE
 AX1088'SCHULENBURG HIGH SCHOOL, 172.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AX1088'OF THE BUILDING, 70 FEET NORTH OF THE CENTER LINE OF THE STREET, 54
 AX1088'FEET EAST OF THE CENTER LINE OF UPTON AVENUE, 21 FEET EAST OF THE EAST
 AX1088'EDGE OF A CONCRETE SIDEWALK, 115.8 FEET NORTHWEST OF SCHULENBURG RM 1,
 AX1088'105.0 FEET NORTHEAST AND ACROSS UPTON AVENUE FROM SCHULENBURG RM 2,
 AX1088'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A
 AX1088'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 AX1088
 AX1088                          STATION RECOVERY (1990)
 AX1088
 AX1088'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1088'RECOVERED IN GOOD CONDITION.
 AX1088
 AX1088                          STATION RECOVERY (1991)
 AX1088
 AX1088'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWC)
 AX1088'RECOVERED IN GOOD CONDITION.
 AX1088
 AX1088                          STATION RECOVERY (1997)
 AX1088
 AX1088'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1088'RECOVERED IN GOOD CONDITION.
 AX1088
 AX1088                          STATION RECOVERY (2002)
 AX1088
 AX1088'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1088'RECOVERED IN GOOD CONDITION.
 AX1088
 AX1088                          STATION RECOVERY (2004)
 AX1088
 AX1088'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1088'RECOVERED IN GOOD CONDITION.
 AX1088
 AX1088                          STATION RECOVERY (2005)
 AX1088
 AX1088'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 AX1088'FIBER GLASS WITNESS POST HERE
 AX1088
 AX1088                          STATION RECOVERY (2005)
 AX1088
 AX1088'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 AX1088'MARK IS .1' BELOW GROUND AND 1.3' E. OF FIBER GLASS WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0942 ***********************************************************************
 AX0942  DESIGNATION -  SCHULENBURG AZ MK
 AX0942  PID         -  AX0942
 AX0942  STATE/COUNTY-  TX/FAYETTE
 AX0942  USGS QUAD   -  SCHULENBURG (1981)
 AX0942
 AX0942                         *CURRENT SURVEY CONTROL
 AX0942  ___________________________________________________________________
 AX0942* NAD 83(1986)-  29 41 23.     (N)    096 54 08.     (W)     SCALED    
 AX0942* NAVD 88     -       111.531  (meters)     365.91   (feet)  ADJUSTED  
 AX0942  ___________________________________________________________________
 AX0942  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0942  DYNAMIC HT  -         111.375 (meters)     365.40  (feet)  COMP
 AX0942  MODELED GRAV-     979,243.9   (mgal)                       NAVD 88
 AX0942
 AX0942  VERT ORDER  -  FIRST     CLASS I
 AX0942
 AX0942.The horizontal coordinates were scaled from a topographic map and have
 AX0942.an estimated accuracy of +/- 6 seconds.
 AX0942
 AX0942.The orthometric height was determined by differential leveling
 AX0942.and adjusted by the National Geodetic Survey in June 1991..
 AX0942
 AX0942.The geoid height was determined by GEOID03.
 AX0942
 AX0942.The dynamic height is computed by dividing the NAVD 88
 AX0942.geopotential number by the normal gravity value computed on the
 AX0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0942.degrees latitude (g = 980.6199 gals.).
 AX0942
 AX0942.The modeled gravity was interpolated from observed gravity values.
 AX0942
 AX0942;                    North         East    Units  Estimated Accuracy
 AX0942;SPC TXSC     - 4,207,560.      803,000.      MT  (+/- 180 meters Scaled)
 AX0942
 AX0942                          SUPERSEDED SURVEY CONTROL
 AX0942
 AX0942  NGVD 29 (??/??/92)  111.496  (m)          365.80   (f) ADJ UNCH    1 1
 AX0942
 AX0942.Superseded values are not recommended for survey control.
 AX0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0942.See file dsdata.txt to determine how the superseded data were derived.
 AX0942
 AX0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT029862(NAD 83)
 AX0942_MARKER: DZ = AZIMUTH MARK DISK
 AX0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0942_STAMPING: SCHULENBURG 1943
 AX0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0942+STABILITY: SURFACE MOTION
 AX0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0942+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 AX0942
 AX0942  HISTORY     - Date     Condition        Report By
 AX0942  HISTORY     - 1943     MONUMENTED       CGS
 AX0942  HISTORY     - 1972     GOOD             NGS
 AX0942  HISTORY     - 1987     GOOD             USPSQD
 AX0942  HISTORY     - 1990     GOOD             USPSQD
 AX0942  HISTORY     - 19910608 GOOD             USPSQD
 AX0942  HISTORY     - 19970608 GOOD             USPSQD
 AX0942  HISTORY     - 20020812 GOOD             USPSQD
 AX0942  HISTORY     - 20040318 GOOD             USPSQD
 AX0942
 AX0942                          STATION DESCRIPTION
 AX0942
 AX0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0942'0.6 MI N FROM SCHULENBURG.
 AX0942'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0942'U.S. HIGHWAY 90 AT SCHULENBURG, ABOUT 0.25 MILE SOUTH OF THE HIGHWAY
 AX0942'UNDERPASS FOR INTERSTATE HIGHWAY 10, 49 FEET EAST OF THE CENTER LINE
 AX0942'OF THE HIGHWAY, 108 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 AX0942'DRIVEWAY WHICH LEADS EAST, 34.0 FEET SOUTH OF MOBIL PETROLEUM PIPELINE
 AX0942'COMPANY MARKER NUMBER 43.5, 7.7 FEET NORTH OF POWER POLE NUMBER 3-65
 AX0942'WHICH BEARS A STREET LIGHT, 3 1/2 FEET NORTH OF A 12-INCH CEDAR TREE,
 AX0942'1 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 AX0942'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 AX0942
 AX0942                          STATION RECOVERY (1987)
 AX0942
 AX0942'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0942'RECOVERED IN GOOD CONDITION.
 AX0942
 AX0942                          STATION RECOVERY (1990)
 AX0942
 AX0942'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0942'RECOVERED IN GOOD CONDITION.
 AX0942
 AX0942                          STATION RECOVERY (1991)
 AX0942
 AX0942'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0942'RECOVERED IN GOOD CONDITION.
 AX0942
 AX0942                          STATION RECOVERY (1997)
 AX0942
 AX0942'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0942'RECOVERED IN GOOD CONDITION.
 AX0942
 AX0942                          STATION RECOVERY (2002)
 AX0942
 AX0942'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0942'RECOVERED IN GOOD CONDITION.
 AX0942
 AX0942                          STATION RECOVERY (2004)
 AX0942
 AX0942'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2788 ***********************************************************************
 AX2788  DESIGNATION -  SCHULENBURG CARNAT MILK CO STK
 AX2788  PID         -  AX2788
 AX2788  STATE/COUNTY-  TX/FAYETTE
 AX2788  USGS QUAD   -  SCHULENBURG (1981)
 AX2788
 AX2788                         *CURRENT SURVEY CONTROL
 AX2788  ___________________________________________________________________
 AX2788* NAD 83(1993)-  29 40 43.10653(N)    096 54 55.36927(W)     ADJUSTED  
 AX2788* NAVD 88     -                                                        
 AX2788  ___________________________________________________________________
 AX2788  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AX2788  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX2788
 AX2788  HORZ ORDER  -  THIRD
 AX2788
 AX2788.The horizontal coordinates were established by classical geodetic methods
 AX2788.and adjusted by the National Geodetic Survey in February 1996..
 AX2788
 AX2788
 AX2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2788
 AX2788.The geoid height was determined by GEOID03.
 AX2788
 AX2788;                    North         East     Units Scale Factor Converg.
 AX2788;SPC TXSC     - 4,206,307.972   801,747.421   MT  0.99988117   +1 01 16.6
 AX2788;SPC TXSC     -13,800,195.40  2,630,399.66   sFT  0.99988117   +1 01 16.6
 AX2788;UTM  14      - 3,284,994.519   701,724.219   MT  1.00010211   +1 01 57.1
 AX2788
 AX2788                          SUPERSEDED SURVEY CONTROL
 AX2788
 AX2788  NAD 83(1986)-  29 40 43.12111(N)    096 54 55.35928(W) AD(       ) 4
 AX2788  NAD 27      -  29 40 42.28000(N)    096 54 54.42200(W) AD(       ) 3
 AX2788
 AX2788.Superseded values are not recommended for survey control.
 AX2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2788.See file dsdata.txt to determine how the superseded data were derived.
 AX2788
 AX2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT0172484995(NAD 83)
 AX2788_MARKER: 63 = STACK
 AX2788
 AX2788  HISTORY     - Date     Condition        Report By
 AX2788  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2788  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX2788  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX2788  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AX2788
 AX2788                          STATION DESCRIPTION
 AX2788
 AX2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2788'THIS INTERSECTION STATION IS THE STACK OF THE CARNATION
 AX2788'MILK COMPANY AND IS LOCATED IN THE WESTERLY PART OF TOWN.
 AX2788'STACK IS WHITE CONCRETE AND ABOUT 100 FEET HIGH.  THERE IS
 AX2788'A DECORATIVE BLACK BANK AROUND THE TOP.
 AX2788
 AX2788                          STATION RECOVERY (1997)
 AX2788
 AX2788'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2788'MARK NOT FOUND.
 AX2788
 AX2788                          STATION RECOVERY (2002)
 AX2788
 AX2788'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX2788'MARK NOT FOUND.
 AX2788
 AX2788                          STATION RECOVERY (2004)
 AX2788
 AX2788'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 AX2788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2786 ***********************************************************************
 AX2786  DESIGNATION -  SCHULENBURG CATH CH SPIRE
 AX2786  PID         -  AX2786
 AX2786  STATE/COUNTY-  TX/FAYETTE
 AX2786  USGS QUAD   -  SCHULENBURG (1981)
 AX2786
 AX2786                         *CURRENT SURVEY CONTROL
 AX2786  ___________________________________________________________________
 AX2786* NAD 83(1993)-  29 40 34.71654(N)    096 54 15.44789(W)     ADJUSTED  
 AX2786* NAVD 88     -                                                        
 AX2786  ___________________________________________________________________
 AX2786  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AX2786  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX2786
 AX2786  HORZ ORDER  -  THIRD
 AX2786
 AX2786.The horizontal coordinates were established by classical geodetic methods
 AX2786.and adjusted by the National Geodetic Survey in February 1996..
 AX2786
 AX2786
 AX2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2786
 AX2786.The geoid height was determined by GEOID03.
 AX2786
 AX2786;                    North         East     Units Scale Factor Converg.
 AX2786;SPC TXSC     - 4,206,068.890   802,825.143   MT  0.99988093   +1 01 36.2
 AX2786;SPC TXSC     -13,799,411.02  2,633,935.49   sFT  0.99988093   +1 01 36.2
 AX2786;UTM  14      - 3,284,755.594   702,802.230   MT  1.00010749   +1 02 16.6
 AX2786
 AX2786                          SUPERSEDED SURVEY CONTROL
 AX2786
 AX2786  NAD 83(1986)-  29 40 34.73176(N)    096 54 15.43718(W) AD(       ) 4
 AX2786  NAD 27      -  29 40 33.89400(N)    096 54 14.50500(W) AD(       ) 3
 AX2786
 AX2786.Superseded values are not recommended for survey control.
 AX2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2786.See file dsdata.txt to determine how the superseded data were derived.
 AX2786
 AX2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT0280284756(NAD 83)
 AX2786_MARKER: 90 = CHURCH SPIRE
 AX2786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2786+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 AX2786
 AX2786  HISTORY     - Date     Condition        Report By
 AX2786  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2786  HISTORY     - 1966     GOOD             CGS
 AX2786  HISTORY     - 19910608 GOOD             USPSQD
 AX2786  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX2786  HISTORY     - 20020811 GOOD             USPSQD
 AX2786  HISTORY     - 20040223 GOOD             USPSQD
 AX2786
 AX2786                          STATION DESCRIPTION
 AX2786
 AX2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2786'THIS INTERSECTION STATION IS THE SPIRE OF THE ST. ROSE CATHOLIC
 AX2786'CHURCH WHICH IS LOCATED IN THE SOUTHERLY PART OF TOWN ON
 AX2786'THE E SIDE OF U.S. 77.  CHURCH IS A WHITE BUILDING WITH
 AX2786'A SHINGLED SPIRE ABOUT 90 FEET HIGH.  POINT OBSERVED UPON
 AX2786'WAS THE CROSS ON THE SPIRE.
 AX2786
 AX2786                          STATION RECOVERY (1966)
 AX2786
 AX2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCK)
 AX2786'SCHULENBURG CHURCH SPIRE (ST. ROSE CATHOLIC CHURCH) IN SOUTHERN
 AX2786'PART OF TOWN DISMANTLED IN 1951.  NEW CHURCH BUILT WITH
 AX2786'LOW PROFILE.
 AX2786
 AX2786                          STATION RECOVERY (1991)
 AX2786
 AX2786'RECOVERY NOTE BY US POWER SQUADRON 1991 (WJ)
 AX2786'RECOVERED IN GOOD CONDITION.
 AX2786
 AX2786                          STATION RECOVERY (1997)
 AX2786
 AX2786'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2786'MARK NOT FOUND.
 AX2786
 AX2786                          STATION RECOVERY (2002)
 AX2786
 AX2786'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX2786'RECOVERED IN GOOD CONDITION.
 AX2786
 AX2786                          STATION RECOVERY (2004)
 AX2786
 AX2786'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 AX2786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1087 ***********************************************************************
 AX1087  DESIGNATION -  SCHULENBURG RM 1
 AX1087  PID         -  AX1087
 AX1087  STATE/COUNTY-  TX/FAYETTE
 AX1087  USGS QUAD   -  SCHULENBURG (1981)
 AX1087
 AX1087                         *CURRENT SURVEY CONTROL
 AX1087  ___________________________________________________________________
 AX1087* NAD 83(1986)-  29 41 03.     (N)    096 54 22.     (W)     SCALED    
 AX1087* NAVD 88     -       115.701  (meters)     379.60   (feet)  ADJUSTED  
 AX1087  ___________________________________________________________________
 AX1087  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1087  DYNAMIC HT  -         115.539 (meters)     379.06  (feet)  COMP
 AX1087  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 AX1087
 AX1087  VERT ORDER  -  FIRST     CLASS I
 AX1087
 AX1087.The horizontal coordinates were scaled from a topographic map and have
 AX1087.an estimated accuracy of +/- 6 seconds.
 AX1087
 AX1087.The orthometric height was determined by differential leveling
 AX1087.and adjusted by the National Geodetic Survey in June 1991..
 AX1087
 AX1087.The geoid height was determined by GEOID03.
 AX1087
 AX1087.The dynamic height is computed by dividing the NAVD 88
 AX1087.geopotential number by the normal gravity value computed on the
 AX1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1087.degrees latitude (g = 980.6199 gals.).
 AX1087
 AX1087.The modeled gravity was interpolated from observed gravity values.
 AX1087
 AX1087;                    North         East    Units  Estimated Accuracy
 AX1087;SPC TXSC     - 4,206,940.      802,630.      MT  (+/- 180 meters Scaled)
 AX1087
 AX1087                          SUPERSEDED SURVEY CONTROL
 AX1087
 AX1087  NGVD 29 (??/??/92)  115.667  (m)          379.48   (f) ADJ UNCH    1 1
 AX1087
 AX1087.Superseded values are not recommended for survey control.
 AX1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1087.See file dsdata.txt to determine how the superseded data were derived.
 AX1087
 AX1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT026856(NAD 83)
 AX1087_MARKER: DR = REFERENCE MARK DISK
 AX1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1087_STAMPING: SCHULENBURG NO 1 1943
 AX1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1087+STABILITY: SURFACE MOTION
 AX1087
 AX1087  HISTORY     - Date     Condition        Report By
 AX1087  HISTORY     - 1943     MONUMENTED       CGS
 AX1087  HISTORY     - 1972     GOOD             NGS
 AX1087  HISTORY     - 1987     GOOD             USPSQD
 AX1087  HISTORY     - 1990     GOOD             USPSQD
 AX1087  HISTORY     - 19970608 GOOD             USPSQD
 AX1087  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 AX1087  HISTORY     - 20040318 MARK NOT FOUND   USPSQD
 AX1087  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1087
 AX1087                          STATION DESCRIPTION
 AX1087
 AX1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1087'0.4 MI NW FROM SCHULENBURG.
 AX1087'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX1087'U.S. HIGHWAY 90 AT SCHULENBURG, THENCE 0.2 MILE WEST ALONG COLLEGE
 AX1087'STREET, 30 FEET SOUTH OF THE CENTER LINE OF THE STREET, 115 FEET EAST
 AX1087'OF THE CENTER LINE OF UPTON AVENUE, 70 1/2 FEET WEST OF THE CENTER
 AX1087'LINE OF A DRIVEWAY, 115.8 FEET SOUTHEAST AND ACROSS THE STREET FROM
 AX1087'TRIANGULATION STATION SCHULENBURG, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AX1087'STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 AX1087'NOTE-- THE MARK IS LEANING SLIGHTLY TO THE WEST BUT IT APPEARS TO BE
 AX1087'SOLID.
 AX1087
 AX1087                          STATION RECOVERY (1987)
 AX1087
 AX1087'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1087'RECOVERED IN GOOD CONDITION.
 AX1087
 AX1087                          STATION RECOVERY (1990)
 AX1087
 AX1087'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1087'RECOVERED IN GOOD CONDITION.
 AX1087
 AX1087                          STATION RECOVERY (1997)
 AX1087
 AX1087'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1087'RECOVERED IN GOOD CONDITION.
 AX1087
 AX1087                          STATION RECOVERY (2002)
 AX1087
 AX1087'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1087'MARK NOT FOUND.
 AX1087
 AX1087                          STATION RECOVERY (2004)
 AX1087
 AX1087'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1087'MARK NOT FOUND.
 AX1087
 AX1087                          STATION RECOVERY (2005)
 AX1087
 AX1087'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1086 ***********************************************************************
 AX1086  DESIGNATION -  SCHULENBURG RM 2
 AX1086  PID         -  AX1086
 AX1086  STATE/COUNTY-  TX/FAYETTE
 AX1086  USGS QUAD   -  SCHULENBURG (1981)
 AX1086
 AX1086                         *CURRENT SURVEY CONTROL
 AX1086  ___________________________________________________________________
 AX1086* NAD 83(1986)-  29 41 04.     (N)    096 54 25.     (W)     SCALED    
 AX1086* NAVD 88     -       115.224  (meters)     378.03   (feet)  ADJUSTED  
 AX1086  ___________________________________________________________________
 AX1086  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1086  DYNAMIC HT  -         115.062 (meters)     377.50  (feet)  COMP
 AX1086  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 AX1086
 AX1086  VERT ORDER  -  FIRST     CLASS I
 AX1086
 AX1086.The horizontal coordinates were scaled from a topographic map and have
 AX1086.an estimated accuracy of +/- 6 seconds.
 AX1086
 AX1086.The orthometric height was determined by differential leveling
 AX1086.and adjusted by the National Geodetic Survey in June 1991..
 AX1086
 AX1086.The geoid height was determined by GEOID03.
 AX1086
 AX1086.The dynamic height is computed by dividing the NAVD 88
 AX1086.geopotential number by the normal gravity value computed on the
 AX1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1086.degrees latitude (g = 980.6199 gals.).
 AX1086
 AX1086.The modeled gravity was interpolated from observed gravity values.
 AX1086
 AX1086;                    North         East    Units  Estimated Accuracy
 AX1086;SPC TXSC     - 4,206,970.      802,550.      MT  (+/- 180 meters Scaled)
 AX1086
 AX1086                          SUPERSEDED SURVEY CONTROL
 AX1086
 AX1086  NGVD 29 (??/??/92)  115.189  (m)          377.92   (f) ADJ UNCH    1 1
 AX1086
 AX1086.Superseded values are not recommended for survey control.
 AX1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1086.See file dsdata.txt to determine how the superseded data were derived.
 AX1086
 AX1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT025856(NAD 83)
 AX1086_MARKER: DR = REFERENCE MARK DISK
 AX1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1086_STAMPING: SCHULENBURG NO 2 1943
 AX1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1086+STABILITY: SURFACE MOTION
 AX1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1086+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1086
 AX1086  HISTORY     - Date     Condition        Report By
 AX1086  HISTORY     - 1943     MONUMENTED       CGS
 AX1086  HISTORY     - 1972     GOOD             NGS
 AX1086  HISTORY     - 1987     GOOD             USPSQD
 AX1086  HISTORY     - 1990     GOOD             USPSQD
 AX1086  HISTORY     - 19970608 GOOD             USPSQD
 AX1086  HISTORY     - 20020812 GOOD             USPSQD
 AX1086  HISTORY     - 20040318 GOOD             USPSQD
 AX1086  HISTORY     - 20050318 GOOD             USPSQD
 AX1086
 AX1086                          STATION DESCRIPTION
 AX1086
 AX1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1086'0.4 MI NW FROM SCHULENBURG.
 AX1086'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX1086'U.S. HIGHWAY 90 AT SCHULENBURG, THENCE 0.2 MILE WEST ALONG COLLEGE
 AX1086'STREET, 274.2 FEET SOUTHWEST AND ACROSS UPTON AVENUE FROM THE
 AX1086'SOUTHWEST CORNER OF THE SCHULENBURG HIGH SCHOOL BUILDING, 30 FEET
 AX1086'NORTH OF THE CENTER LINE OF COLLEGE STREET, 42 FEET WEST OF THE CENTER
 AX1086'LINE OF UPTON AVENUE, 34.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AX1086'BRICK HOUSE NUMBER 219, 105.0 FEET SOUTHWEST OF TRIANGULATION STATION
 AX1086'SCHULENBURG, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN
 AX1086'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 AX1086
 AX1086                          STATION RECOVERY (1987)
 AX1086
 AX1086'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1086'RECOVERED IN GOOD CONDITION.
 AX1086
 AX1086                          STATION RECOVERY (1990)
 AX1086
 AX1086'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1086'RECOVERED IN GOOD CONDITION.
 AX1086
 AX1086                          STATION RECOVERY (1997)
 AX1086
 AX1086'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1086'RECOVERED IN GOOD CONDITION.
 AX1086
 AX1086                          STATION RECOVERY (2002)
 AX1086
 AX1086'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1086'RECOVERED IN GOOD CONDITION.
 AX1086
 AX1086                          STATION RECOVERY (2004)
 AX1086
 AX1086'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1086'RECOVERED IN GOOD CONDITION.
 AX1086
 AX1086                          STATION RECOVERY (2005)
 AX1086
 AX1086'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2787 ***********************************************************************
 AX2787  DESIGNATION -  SCHULENBURG STANDPIPE
 AX2787  PID         -  AX2787
 AX2787  STATE/COUNTY-  TX/FAYETTE
 AX2787  USGS QUAD   -  SCHULENBURG (1981)
 AX2787
 AX2787                         *CURRENT SURVEY CONTROL
 AX2787  ___________________________________________________________________
 AX2787* NAD 83(1993)-  29 40 58.87044(N)    096 54 23.10633(W)     ADJUSTED  
 AX2787* NAVD 88     -                                                        
 AX2787  ___________________________________________________________________
 AX2787  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AX2787  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX2787
 AX2787  HORZ ORDER  -  THIRD
 AX2787
 AX2787.The horizontal coordinates were established by classical geodetic methods
 AX2787.and adjusted by the National Geodetic Survey in February 1996..
 AX2787
 AX2787
 AX2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2787
 AX2787.The geoid height was determined by GEOID03.
 AX2787
 AX2787;                    North         East     Units Scale Factor Converg.
 AX2787;SPC TXSC     - 4,206,808.714   802,605.967   MT  0.99988163   +1 01 32.4
 AX2787;SPC TXSC     -13,801,838.26  2,633,216.41   sFT  0.99988163   +1 01 32.4
 AX2787;UTM  14      - 3,285,495.542   702,582.858   MT  1.00010639   +1 02 13.6
 AX2787
 AX2787                          SUPERSEDED SURVEY CONTROL
 AX2787
 AX2787  NAD 83(1986)-  29 40 58.88561(N)    096 54 23.09550(W) AD(       ) 4
 AX2787  NAD 27      -  29 40 58.04800(N)    096 54 22.16300(W) AD(       ) 3
 AX2787
 AX2787.Superseded values are not recommended for survey control.
 AX2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2787.See file dsdata.txt to determine how the superseded data were derived.
 AX2787
 AX2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT0258385496(NAD 83)
 AX2787_MARKER: 52 = STANDPIPE TANK
 AX2787
 AX2787  HISTORY     - Date     Condition        Report By
 AX2787  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2787  HISTORY     - 1963     GOOD             CGS
 AX2787  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX2787  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX2787  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX2787  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AX2787  HISTORY     - 20040318 MARK NOT FOUND   USPSQD
 AX2787  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2787
 AX2787                          STATION DESCRIPTION
 AX2787
 AX2787'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2787'THIS INTERSECTION STATION IS THE MUNICIPAL STANDPIPE OF
 AX2787'SCHULENBURG WHICH IS LOCATED IN THE NORTHERLY PART OF TOWN
 AX2787'ON UPTON AVENUE.  THE STANDPIPE IS ABOUT 110 FEET HIGH
 AX2787'AND IS PAINTED ALUMINUM WITH SCHULENBURG IN BLACK ON THE
 AX2787'N SIDE.  POINT OBSERVED UPON WAS THE FINIAL.
 AX2787
 AX2787                          STATION RECOVERY (1963)
 AX2787
 AX2787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2787'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2787'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2787
 AX2787                          STATION RECOVERY (1991)
 AX2787
 AX2787'RECOVERY NOTE BY US POWER SQUADRON 1991 (WJ)
 AX2787'MARK NOT FOUND.
 AX2787
 AX2787                          STATION RECOVERY (1997)
 AX2787
 AX2787'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2787'MARK NOT FOUND.
 AX2787
 AX2787                          STATION RECOVERY (2002)
 AX2787
 AX2787'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX2787'MARK NOT FOUND.
 AX2787
 AX2787                          STATION RECOVERY (2003)
 AX2787
 AX2787'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AX2787'MARK NOT FOUND.
 AX2787
 AX2787                          STATION RECOVERY (2004)
 AX2787
 AX2787'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX2787'MARK NOT FOUND.
 AX2787
 AX2787                          STATION RECOVERY (2005)
 AX2787
 AX2787'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1347 ***********************************************************************
 BZ1347  DESIGNATION -  SCHULTZ
 BZ1347  PID         -  BZ1347
 BZ1347  STATE/COUNTY-  TX/BELL
 BZ1347  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ1347
 BZ1347                         *CURRENT SURVEY CONTROL
 BZ1347  ___________________________________________________________________
 BZ1347* NAD 83(1993)-  31 04 38.39713(N)    097 46 58.32332(W)     ADJUSTED  
 BZ1347* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 BZ1347  ___________________________________________________________________
 BZ1347  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 BZ1347  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BZ1347
 BZ1347  HORZ ORDER  -  FIRST
 BZ1347
 BZ1347.The horizontal coordinates were established by classical geodetic methods
 BZ1347.and adjusted by the National Geodetic Survey in February 1996..
 BZ1347
 BZ1347.The orthometric height was scaled from a topographic map.
 BZ1347
 BZ1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1347
 BZ1347.The geoid height was determined by GEOID03.
 BZ1347
 BZ1347;                    North         East     Units Scale Factor Converg.
 BZ1347;SPC TX C     - 3,159,169.072   943,333.672   MT  0.99988262   +1 18 49.1
 BZ1347;SPC TX C     -10,364,707.20  3,094,920.56   sFT  0.99988262   +1 18 49.1
 BZ1347;UTM  14      - 3,438,809.007   616,105.073   MT  0.99976628   +0 37 42.1
 BZ1347
 BZ1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1347!SPC TX C     -   0.99995221  x   0.99988262  =   0.99983484
 BZ1347!UTM  14      -   0.99995221  x   0.99976628  =   0.99971850
 BZ1347
 BZ1347:                Primary Azimuth Mark                     Grid Az
 BZ1347:SPC TX C     -  CAMP HOOD EAST TANK                      012 59 45.4
 BZ1347:UTM  14      -  CAMP HOOD EAST TANK                      013 40 52.4
 BZ1347
 BZ1347|---------------------------------------------------------------------|
 BZ1347| PID    Reference Object                     Distance      Geod. Az  |
 BZ1347|                                                           dddmmss.s |
 BZ1347| BZ1344 CAMP HOOD EAST TANK                 APPROX. 7.5 KM 0141834.5 |
 BZ1347| CV6270 SCHULTZ AZ MK                                      0593856.4 |
 BZ1347| CV6271 SCHULTZ RM 1                         14.326 METERS 06628     |
 BZ1347| CV6272 SCHULTZ RM 2                         11.418 METERS 27724     |
 BZ1347| BZ1352 ANDERSON                            APPROX.12.1 KM 3031803.1 |
 BZ1347| BZ1345 CAMP HOOD WEST TANK                 APPROX. 6.8 KM 3545957.5 |
 BZ1347|---------------------------------------------------------------------|
 BZ1347
 BZ1347                          SUPERSEDED SURVEY CONTROL
 BZ1347
 BZ1347  NAD 83(1986)-  31 04 38.40645(N)    097 46 58.30898(W) AD(       ) 1
 BZ1347  NAD 27      -  31 04 37.77600(N)    097 46 57.23900(W) AD(       ) 1
 BZ1347
 BZ1347.Superseded values are not recommended for survey control.
 BZ1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1347.See file dsdata.txt to determine how the superseded data were derived.
 BZ1347
 BZ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1610538809(NAD 83)
 BZ1347_MARKER: DS = TRIANGULATION STATION DISK
 BZ1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1347
 BZ1347  HISTORY     - Date     Condition        Report By
 BZ1347  HISTORY     - 1943     MONUMENTED       CGS
 BZ1347  HISTORY     - 1947     GOOD             USGS
 BZ1347  HISTORY     - 1957     GOOD             AMS
 BZ1347  HISTORY     - 1973     GOOD             NGS
 BZ1347
 BZ1347                          STATION DESCRIPTION
 BZ1347
 BZ1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1347'STATION IS LOCATED ABOUT 5 MILES SW OF KILLEEN AND ABOUT
 BZ1347'8 MILES E OF COPPERAS COVE.  ON A WOODED HILL S OF THE FARMHOUSE
 BZ1347'OF MR. CARL ROSENKRANZ.  MARK IS STAMPED SCHULTZ 1943 AND
 BZ1347'PROJECTS ABOUT 5 INCHES.
 BZ1347'
 BZ1347'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1, AND THE AZIMUTH
 BZ1347'MARK ARE BRONZE DISKS SET IN CONCRETE.
 BZ1347'
 BZ1347'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE E SIDE OF
 BZ1347'A DIM TRAIL LEADING TO THE STATION.  MARK IS STAMPED SCHULTZ
 BZ1347'NO. 1 1943 AND PROJECTS ABOUT 5 INCHES.
 BZ1347'
 BZ1347'REFERENCE MARK NO. 2 IS W OF THE STATION.  IT IS A BRONZE
 BZ1347'DISK SET IN A DRILL HOLE IN A SMALL OUTCROPPING OF BEDROCK.
 BZ1347'MARK IS STAMPED SCHULTZ NO. 2 1943.
 BZ1347'
 BZ1347'AZIMUTH MARK IS 7 PACES W OF THE CENTER LINE OF U.S. HIGHWAY
 BZ1347'190, 1 FOOT W OF A WIRE FENCE, AND ABOUT MIDWAY BETWEEN TWO
 BZ1347'TELEPHONE POLES.  MARK IS STAMPED SCHULTZ 1943 AND PROJECTS
 BZ1347'ABOUT 4 INCHES.
 BZ1347'
 BZ1347'TO REACH THE STATION FROM KILLEEN GO WESTERLY ON U.S. HIGHWAY
 BZ1347'190 FOR 0.9 MILE TO A SHARP LEFT TURN, TURN LEFT AND FOLLOW
 BZ1347'HIGHWAY 190 FOR 0.5 MILE TO A JOG IN THE ROAD, CONTINUE ON
 BZ1347'HIGHWAY 190 FOR 2.6 MILES TO A SHARP TURN RIGHT, CONTINUE
 BZ1347'ON HIGHWAY 190 FOR 0.2 MILE TO THE AZIMUTH ON THE LEFT, CONTINUE
 BZ1347'STRAIGHT AHEAD FOR 0.7 MILE TO A FARM ROAD LEFT, TURN LEFT
 BZ1347'AND PASS THROUGH THE GATE AND TAKE THE LEFT FORK BETWEEN THE
 BZ1347'WATER HOLE AND CULTIVATED FIELD AND FOLLOW FARM ROAD TO THE
 BZ1347'GRAVEL PIT, BEAR RIGHT AT THE PIT AND FOLLOW DIM ROAD TO ITS
 BZ1347'END, A DISTANCE OF 0.7 MILE.  LEAVE THE TRUCK HERE AND WALK
 BZ1347'WESTERLY UP HILL FOR ABOUT 75 YARDS TO THE STATION.
 BZ1347'
 BZ1347'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 BZ1347
 BZ1347                          STATION RECOVERY (1947)
 BZ1347
 BZ1347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (WIM)
 BZ1347'STATION RECOVERED IN GOOD CONDITION.  IT IS STAMPED SCHULTZ
 BZ1347'1943.
 BZ1347
 BZ1347                          STATION RECOVERY (1957)
 BZ1347
 BZ1347'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1347'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1347
 BZ1347                          STATION RECOVERY (1973)
 BZ1347
 BZ1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 BZ1347'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND
 BZ1347'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 BZ1347'AND IS BELIEVED TO HAVE BEEN DESTROYED BY ROAD IMPROVEMENT.
 BZ1347'AN AZIMUTH MARK WOULD BE OF LITTLE VALUE, AS THE STATION IS
 BZ1347'LOCATED ON A ROUND TOP KNOB, THAT IS HEAVILY COVERED WITH
 BZ1347'TREES AND BRUSH, IT WOULD TAKE A STAND HIGHER THAN 4 FEET
 BZ1347'TO SEE ANY POINT ALONG THE ROAD, WITH IN A MILE OR SO FROM
 BZ1347'THE STATION.
 BZ1347'
 BZ1347'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 BZ1347'
 BZ1347'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF KILLEEN,
 BZ1347'ABOUT 3 MILES SOUTH OF U.S. HWY. 190 AND ON THE HIGHEST POINT
 BZ1347'OF A WOODED COVERED KNOB.
 BZ1347'
 BZ1347'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 BZ1347'CONCRETE POST, THAT PROJECTS ABOUT 12-INCHES AND IS STAMPED
 BZ1347'SHULTZ 1943.  IT IS LOCATED ON THE WESTERLY END OF THE KNOB,
 BZ1347'ABOUT 50 FEET EAST OF THE WEST END OF KNOB, 75 FEET SOUTH OF THE
 BZ1347'NORTH EDGE, ABOUT 100 FEET NORTH OF THE SOUTH EDGE AND 38
 BZ1347'FEET NORTH OF FENCE-LINE.
 BZ1347'
 BZ1347'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 190 AND
 BZ1347'STATE HWY. 440, WHICH IS LOCATED AT THE WEST EDGE OF KILLEEN,
 BZ1347'GO SOUTHERLY ON STATE HWY. 440 FOR 3.0 MILES TO THE JUNCTION
 BZ1347'OF OLD COPPERAS COVE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 BZ1347'WEST ON OLD COPPERAS COVE ROAD FOR 1.6 MILES TO A SURFACE
 BZ1347'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON SURFACE ROAD
 BZ1347'FOR 0.5 MILE TO ENTRANCE TO TRAILER PARK ON THE RIGHT, AND
 BZ1347'TRACK ROAD WITH GATE ON THE LEFT.  TURN LEFT AND GO EAST ON
 BZ1347'TRACK ROAD ALONG THE SOUTH SIDE OF BASE OF KNOB FOR 0.35 MILE
 BZ1347'TO AN OPEN AREA, AND STOCK-POND ON THE RIGHT AND END OF
 BZ1347'TRUCK TRAVEL.  FROM HERE PACK NORTHERLY UP SLOPE OF KNOB TO
 BZ1347'STATION.  ABOUT A 10 MINUTE PACK.
 BZ1347'
 BZ1347'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 BZ1347'A SQUARE CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND IS
 BZ1347'STAMPED SCHULTZ NO 1 1943.  IT IS LOCATED ON THE NORTHEAST
 BZ1347'SLOPE OF KNOB AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 BZ1347'STATION.
 BZ1347'
 BZ1347'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A DRILL HOLE
 BZ1347'IN BEDROCK THAT IS FLUSH WITH THE GROUND AND THE DISK IS
 BZ1347'STAMPED SCHULTZ NO 2 1943.  IT IS LOCATED ON A ROCK LEDGE AT
 BZ1347'THE WEST SLOPE OF KNOB AND IS ABOUT THE SAME ELEVATION AS
 BZ1347'THE STATION.
 BZ1347'
 BZ1347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KILLEEN-SW
 BZ1347'5-MILES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0974 ***********************************************************************
 GK0974  DESIGNATION -  SCHULTZ
 GK0974  PID         -  GK0974
 GK0974  STATE/COUNTY-  TX/LIPSCOMB
 GK0974  USGS QUAD   -  SKUNK CREEK (1972)
 GK0974
 GK0974                         *CURRENT SURVEY CONTROL
 GK0974  ___________________________________________________________________
 GK0974* NAD 83(1993)-  36 19 51.90429(N)    100 11 22.71875(W)     ADJUSTED  
 GK0974* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 GK0974  ___________________________________________________________________
 GK0974  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 GK0974  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GK0974
 GK0974  HORZ ORDER  -  SECOND
 GK0974
 GK0974.The horizontal coordinates were established by classical geodetic methods
 GK0974.and adjusted by the National Geodetic Survey in February 1996..
 GK0974
 GK0974.The orthometric height was scaled from a topographic map.
 GK0974
 GK0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0974
 GK0974.The geoid height was determined by GEOID03.
 GK0974
 GK0974;                    North         East     Units Scale Factor Converg.
 GK0974;SPC TX N     - 1,259,395.889   317,651.709   MT  1.00003781   +0 45 33.8
 GK0974;SPC TX N     - 4,131,868.01  1,042,162.32   sFT  1.00003781   +0 45 33.8
 GK0974;UTM  14      - 4,021,328.349   393,227.859   MT  0.99974046   -0 42 17.5
 GK0974
 GK0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0974!SPC TX N     -   0.99987976  x   1.00003781  =   0.99991756
 GK0974!UTM  14      -   0.99987976  x   0.99974046  =   0.99962025
 GK0974
 GK0974:                Primary Azimuth Mark                     Grid Az
 GK0974:SPC TX N     -  SCHULTZ AZ MK                            018 37 44.9
 GK0974:UTM  14      -  SCHULTZ AZ MK                            020 05 36.2
 GK0974
 GK0974|---------------------------------------------------------------------|
 GK0974| PID    Reference Object                     Distance      Geod. Az  |
 GK0974|                                                           dddmmss.s |
 GK0974| CL4018 SCHULTZ AZ MK                                      0192318.7 |
 GK0974| GK0975 FOLLETT LUTHERAN CHURCH CROSS       APPROX.12.1 KM 0193351.0 |
 GK0974| CL4019 SCHULTZ RM 1                          6.237 METERS 02033     |
 GK0974| GK0976 FOLLETT FARMERS GRAIN ELEVATOR      APPROX.11.8 KM 0205524.7 |
 GK0974| GK0977 FOLLETT BLACK RAILROAD TANK         APPROX.11.6 KM 0223049.1 |
 GK0974| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.11.7 KM 0224010.9 |
 GK0974| CL4020 SCHULTZ RM 2                          6.563 METERS 27856     |
 GK0974|---------------------------------------------------------------------|
 GK0974
 GK0974                          SUPERSEDED SURVEY CONTROL
 GK0974
 GK0974  NAD 83(1993)-  36 19 51.90430(N)    100 11 22.71871(W) AD(       ) 2
 GK0974  NAD 83(1986)-  36 19 51.91075(N)    100 11 22.70704(W) AD(       ) 2
 GK0974  NAD 27      -  36 19 51.78000(N)    100 11 21.23100(W) AD(       ) 2
 GK0974
 GK0974.Superseded values are not recommended for survey control.
 GK0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0974.See file dsdata.txt to determine how the superseded data were derived.
 GK0974
 GK0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9322821328(NAD 83)
 GK0974_MARKER: DS = TRIANGULATION STATION DISK
 GK0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0974
 GK0974  HISTORY     - Date     Condition        Report By
 GK0974  HISTORY     - 1951     MONUMENTED       CGS
 GK0974  HISTORY     - 1985     GOOD             LOCSUR
 GK0974
 GK0974                          STATION DESCRIPTION
 GK0974
 GK0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK0974'THE STATION IS LOCATED ON THE TOP OF A SAGEBRUSH-COVERED
 GK0974'KNOLL, ABOUT 7-1/2 MILES AIRLINE NORTHEAST OF LIPSCOMB,
 GK0974'ABOUT 8 MILES AIRLINE SOUTH-SOUTHWEST OF FOLLETT, AND ABOUT
 GK0974'10-1/2 MILES AIRLINE SOUTHEAST OF DARROUZETT.
 GK0974'
 GK0974'TO REACH THE STATION FROM THE POST OFFICE IN FOLLETT GO NORTH
 GK0974'FOR 0.1 MILE TO A STOP SIGN.  TURN LEFT ONTO STATE HIGHWAY
 GK0974'117 AND GO 1.6 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 GK0974'AND GO 2.9 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 GK0974'AND GO 0.9 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 GK0974'GO 3.5 MILES TO A FARM ROAD ON THE LEFT AND THE AZIMUTH
 GK0974'MARK ON THE RIGHT.  KEEP STRAIGHT AHEAD AND GO 0.5 MILE TO
 GK0974'A FENCE CORNER ON THE RIGHT.  TURN RIGHT, PASS THROUGH TWO
 GK0974'GATES, AND GO WEST ALONG THE SOUTH SIDE OF AN EAST-WEST
 GK0974'FENCE FOR 0.15 MILE.  TURN LEFT AND GO SOUTH FOR 0.1 MILE TO
 GK0974'THE TOP OF THE KNOLL AND THE STATION.
 GK0974'
 GK0974'THE STATION MARK IS A STANDARD DISK STAMPED SCHULTZ 1951
 GK0974'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0974'2 INCHES ABOVE THE GROUND AND IS 9.2 FEET SOUTHEAST OF A
 GK0974'WHITE WITNESS POST.
 GK0974'
 GK0974'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SCHULTZ
 GK0974'NO 1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GK0974'THAT PROJECTS 1 INCH ABOVE THE GROUND AND IS 18 INCHES LOWER
 GK0974'THAN THE STATION.
 GK0974'
 GK0974'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SCHULTZ NO 2
 GK0974'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GK0974'PROJECTS 1 INCH ABOVE THE GROUND AND IS 10 INCHES LOWER THAN
 GK0974'THE STATION.
 GK0974'
 GK0974'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF THE ROAD LEADING
 GK0974'TO THE STATION AND IS A STANDARD DISK STAMPED SCHULTZ 1951
 GK0974'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0974'1 INCH ABOVE THE GROUND.  IT IS 4.2 FEET EAST OF A POWERLINE
 GK0974'POLE WITH A TRIANGLE BLAZE AND 25 FEET WEST OF THE CENTERLINE
 GK0974'OF THE ROAD.
 GK0974
 GK0974                          STATION RECOVERY (1985)
 GK0974
 GK0974'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (TJ)
 GK0974'SCHULTZ 1951 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6248 ***********************************************************************
 DE6248  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6248  DESIGNATION -  SCHULTZ GROUP COOP CORS ARP
 DE6248  CORS_ID     -  SGI1
 DE6248  PID         -  DE6248
 DE6248  STATE/COUNTY-  TX/COMAL
 DE6248  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 DE6248
 DE6248                         *CURRENT SURVEY CONTROL
 DE6248  ___________________________________________________________________
 DE6248* NAD 83(CORS)-  29 43 15.16970(N)    098 08 51.69384(W)     ADJUSTED  
 DE6248* NAVD 88     -                                                        
 DE6248  ___________________________________________________________________
 DE6248  EPOCH DATE  -        2002.00
 DE6248  X           -    -785,704.742 (meters)                     COMP
 DE6248  Y           -  -5,487,898.093 (meters)                     COMP
 DE6248  Z           -   3,143,652.916 (meters)                     COMP
 DE6248  ELLIP HEIGHT-         225.81  (meters)          (05/??/02) GPS OBS
 DE6248  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DE6248
 DE6248  HORZ ORDER  -  SPECIAL (CORS)
 DE6248  ELLP ORDER  -  SPECIAL (CORS)
 DE6248
 DE6248.ITRF positions are available for this station.
 DE6248.The coordinates were established by GPS observations
 DE6248.and adjusted by the National Geodetic Survey in May 2002..
 DE6248.The coordinates are valid at the epoch date displayed above.
 DE6248.The epoch date for horizontal control is a decimal equivalence
 DE6248.of Year/Month/Day.
 DE6248
 DE6248
 DE6248.The PID for the CORS L1 Phase Center is DG5357.
 DE6248
 DE6248.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6248
 DE6248.The ellipsoidal height was determined by GPS observations
 DE6248.and is referenced to NAD 83.
 DE6248
 DE6248.The geoid height was determined by GEOID03.
 DE6248
 DE6248;                    North         East     Units Scale Factor Converg.
 DE6248;SPC TXSC     - 4,209,491.957   682,454.971   MT  0.99988585   +0 25 03.2
 DE6248;SPC TXSC     -13,810,641.53  2,239,021.02   sFT  0.99988585   +0 25 03.2
 DE6248
 DE6248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6248!SPC TXSC     -   0.99996454  x   0.99988585  =   0.99985039
 DE6248
 DE6248                          SUPERSEDED SURVEY CONTROL
 DE6248
 DE6248.No superseded survey control is available for this station.
 DE6248
 DE6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8243488161(NAD 83)
 DE6248_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6248
 DE6248                          STATION DESCRIPTION
 DE6248
 DE6248'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6248'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6248'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6248'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6248'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6248'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5357 ***********************************************************************
 DG5357  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5357  DESIGNATION -  SCHULTZ GROUP COOP CORS L1 PHASE CENTER
 DG5357  CORS_ID     -  SGI1
 DG5357  PID         -  DG5357
 DG5357  STATE/COUNTY-  TX/COMAL
 DG5357  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 DG5357
 DG5357                         *CURRENT SURVEY CONTROL
 DG5357  ___________________________________________________________________
 DG5357* NAD 83(CORS)-  29 43 15.16978(N)    098 08 51.69379(W)     ADJUSTED  
 DG5357* NAVD 88     -                                                        
 DG5357  ___________________________________________________________________
 DG5357  EPOCH DATE  -        2002.00
 DG5357  X           -    -785,704.754 (meters)                     COMP
 DG5357  Y           -  -5,487,898.186 (meters)                     COMP
 DG5357  Z           -   3,143,652.972 (meters)                     COMP
 DG5357  ELLIP HEIGHT-         225.92  (meters)          (05/??/02) GPS OBS
 DG5357  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DG5357
 DG5357  HORZ ORDER  -  SPECIAL (CORS)
 DG5357  ELLP ORDER  -  SPECIAL (CORS)
 DG5357
 DG5357.ITRF positions are available for this station.
 DG5357.The coordinates were established by GPS observations
 DG5357.and adjusted by the National Geodetic Survey in May 2002..
 DG5357.The coordinates are valid at the epoch date displayed above.
 DG5357.The epoch date for horizontal control is a decimal equivalence
 DG5357.of Year/Month/Day.
 DG5357
 DG5357
 DG5357.The PID for the CORS ARP is DE6248.
 DG5357
 DG5357.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5357
 DG5357.The ellipsoidal height was determined by GPS observations
 DG5357.and is referenced to NAD 83.
 DG5357
 DG5357.The geoid height was determined by GEOID03.
 DG5357
 DG5357;                    North         East     Units Scale Factor Converg.
 DG5357;SPC TXSC     - 4,209,491.960   682,454.972   MT  0.99988585   +0 25 03.2
 DG5357;SPC TXSC     -13,810,641.54  2,239,021.02   sFT  0.99988585   +0 25 03.2
 DG5357
 DG5357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5357!SPC TXSC     -   0.99996452  x   0.99988585  =   0.99985037
 DG5357
 DG5357                          SUPERSEDED SURVEY CONTROL
 DG5357
 DG5357.No superseded survey control is available for this station.
 DG5357
 DG5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8243488161(NAD 83)
 DG5357_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5357
 DG5357                          STATION DESCRIPTION
 DG5357
 DG5357'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5357'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5357'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5357'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5357'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5357'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0674 ***********************************************************************
 AO0674  DESIGNATION -  SCHULZE
 AO0674  PID         -  AO0674
 AO0674  STATE/COUNTY-  TX/LA SALLE
 AO0674  USGS QUAD   -  WOODWARD (1974)
 AO0674
 AO0674                         *CURRENT SURVEY CONTROL
 AO0674  ___________________________________________________________________
 AO0674* NAD 83(1993)-  28 34 03.04852(N)    099 20 35.26743(W)     ADJUSTED  
 AO0674* NAVD 88     -       176.8    (meters)     580.     (feet)  VERTCON   
 AO0674  ___________________________________________________________________
 AO0674  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AO0674  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AO0674
 AO0674  HORZ ORDER  -  FIRST
 AO0674
 AO0674.The horizontal coordinates were established by classical geodetic methods
 AO0674.and adjusted by the National Geodetic Survey in February 1996..
 AO0674
 AO0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0674
 AO0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0674
 AO0674.The geoid height was determined by GEOID03.
 AO0674
 AO0674;                    North         East     Units Scale Factor Converg.
 AO0674;SPC TXSC     - 4,081,418.301   566,429.234   MT  0.99995223   -0 10 05.2
 AO0674;SPC TXSC     -13,390,453.21  1,858,359.91   sFT  0.99995223   -0 10 05.2
 AO0674;UTM  14      - 3,160,119.407   466,440.901   MT  0.99961390   -0 09 50.7
 AO0674
 AO0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0674!SPC TXSC     -   0.99997608  x   0.99995223  =   0.99992831
 AO0674!UTM  14      -   0.99997608  x   0.99961390  =   0.99958999
 AO0674
 AO0674|---------------------------------------------------------------------|
 AO0674| PID    Reference Object                     Distance      Geod. Az  |
 AO0674|                                                           dddmmss.s |
 AO0674| CV6274 SCHULZE RM 1                         17.422 METERS 13958     |
 AO0674| CV6275 SCHULZE RM 2                         16.307 METERS 28812     |
 AO0674| CV6273 SCHULZE AZ MK                                      3282547.2 |
 AO0674|---------------------------------------------------------------------|
 AO0674
 AO0674                          SUPERSEDED SURVEY CONTROL
 AO0674
 AO0674  NAD 83(1986)-  28 34 03.04689(N)    099 20 35.24581(W) AD(       ) 1
 AO0674  NAD 27      -  28 34 02.11015(N)    099 20 34.11775(W) AD(       ) 1
 AO0674  NGVD 29 (07/19/86)  176.7    (m)          580.     (f) VERT ANG       
 AO0674
 AO0674.Superseded values are not recommended for survey control.
 AO0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0674.See file dsdata.txt to determine how the superseded data were derived.
 AO0674
 AO0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6644160119(NAD 83)
 AO0674_MARKER: DS = TRIANGULATION STATION DISK
 AO0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0674
 AO0674  HISTORY     - Date     Condition        Report By
 AO0674  HISTORY     - 1971     MONUMENTED       NGS
 AO0674
 AO0674                          STATION DESCRIPTION
 AO0674
 AO0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0674'THE STATION IS ABOUT 7 MILES SOUTH AND 10-1/2 MILES WEST OF DILLEY,
 AO0674'9 MILES NORTH AND 6 MILES WEST OF COTULLA, NEAR AN OLD FARM HOUSE
 AO0674'AND ON PROPERTY OWNED BY WALTER SCHULZE, ADDRESS ROUTE NUMBER 1, BOX
 AO0674'68 COTULLA, PHONE NUMBER 879-2106.
 AO0674'
 AO0674'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AO0674'FARM ROAD 468 ABOUT 1 MILE WEST OF COTULLA, GO WEST-NORTHWEST ON
 AO0674'FARM ROAD 468 FOR 1.05 MILES TO THE JUNCTION WITH FARM ROAD 469.
 AO0674'BEAR RIGHT AND GO NORTHWEST ON FARM ROAD 469 FOR 6.4 MILES TO A
 AO0674'RAILROAD CROSSING IN THE SMALL VILLAGE OF WOODWARD.  CONTINUE
 AO0674'NORTHWEST ON FARM ROAD 469 FOR 0.25 MILE TO WHERE FARM ROAD 469 TURNS
 AO0674'RIGHT AND A GRADED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE AHEAD,
 AO0674'NORTHWEST ON GRADED ROAD FOR 2.45 MILES TO A T-ROAD JUNCTION AND A
 AO0674'GATE STRAIGHT AHEAD.  PASS THROUGH GATE AND CONTINUE NORTHWEST ON
 AO0674'TRACK ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 AO0674'
 AO0674'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON TRACK
 AO0674'ROAD FOR 0.55 MILE TO THE MARK ON THE LEFT.
 AO0674'
 AO0674'STATION MARKS ARE STANDARD DISKS, STAMPED SCHULZE 1971.  THE SURFACE
 AO0674'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0674'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 66.6 FEET NORTHEAST
 AO0674'OF THE SOUTHEAST CORNER OF AN ABANDONED FARM HOUSE, 25.0 FEET
 AO0674'NORTHEAST OF A POWER LINE TRANSFORMER POLE, 16.0 FEET NORTHEAST OF
 AO0674'THE CENTER OF A TRACK ROAD, 11.0 FEET SOUTHWEST OF A WITNESS POST
 AO0674'IN A FENCE LINE AND 10.4 FEET EAST OF THE EAST GATE POST OF A
 AO0674'GATE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 AO0674'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AO0674'
 AO0674'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SCHULZE NO 1 1971, SET
 AO0674'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0674'2 INCHES ABOVE THE GROUND.  IT IS 91.5 FEET EAST OF THE POWER LINE
 AO0674'TRANSFORMER POLE, 53.6 FEET SOUTHEAST OF THE WITNESS POST, 23.0
 AO0674'FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD, 1.0 FEET SOUTHWEST
 AO0674'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0674'
 AO0674'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SCHULZE NO 2 1971, SET
 AO0674'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0674'4 INCHES ABOVE THE GROUND.  IT IS 31.7 FEET NORTH OF THE NORTHEAST
 AO0674'CORNER OF THE ABANDONED FARM HOUSE, 30.0 FEET NORTH OF THE POWER
 AO0674'LINE TRANSFORMER POLE, 62.7 FEET WEST OF THE WITNESS POST, 21.0 FEET
 AO0674'SOUTHWEST OF THE CENTER OF THE TRACK ROAD, 0.7 FEET NORTHEAST
 AO0674'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0674'
 AO0674'AZIMUTH MARK IS A STANDARD DISK, STAMPED SCHULZE 1971, SET IN THE TOP
 AO0674'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2 INCHES
 AO0674'ABOVE THE GROUND.  IT IS 30.0 FEET SOUTHWEST OF THE CENTER OF A
 AO0674'TRACK ROAD AND 1.9 FEET NORTHEAST OF A WITNESS POST.
 AO0674'
 AO0674'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0643 ***********************************************************************
 BN0643  DESIGNATION -  SCHUMANN
 BN0643  PID         -  BN0643
 BN0643  STATE/COUNTY-  TX/GILLESPIE
 BN0643  USGS QUAD   -  CAVE CREEK SCHOOL (1979)
 BN0643
 BN0643                         *CURRENT SURVEY CONTROL
 BN0643  ___________________________________________________________________
 BN0643* NAD 83(1993)-  30 17 02.24569(N)    098 40 58.18682(W)     ADJUSTED  
 BN0643* NAVD 88     -       572.0    (meters)    1877.     (feet)  VERTCON   
 BN0643  ___________________________________________________________________
 BN0643  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 BN0643  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 BN0643
 BN0643  HORZ ORDER  -  SECOND
 BN0643
 BN0643.The horizontal coordinates were established by classical geodetic methods
 BN0643.and adjusted by the National Geodetic Survey in February 1996..
 BN0643
 BN0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0643
 BN0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0643
 BN0643.The geoid height was determined by GEOID03.
 BN0643
 BN0643;                    North         East     Units Scale Factor Converg.
 BN0643;SPC TX C     - 3,069,608.985   858,783.376   MT  0.99995955   +0 51 00.4
 BN0643;SPC TX C     -10,070,875.48  2,817,525.13   sFT  0.99995955   +0 51 00.4
 BN0643;SPC TXSC     - 4,271,647.269   630,515.054   MT  1.00000018   +0 09 19.4
 BN0643;SPC TXSC     -14,014,562.75  2,068,614.81   sFT  1.00000018   +0 09 19.4
 BN0643;UTM  14      - 3,350,293.360   530,502.957   MT  0.99961148   +0 09 35.8
 BN0643
 BN0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0643!SPC TX C     -   0.99991375  x   0.99995955  =   0.99987331
 BN0643!SPC TXSC     -   0.99991375  x   1.00000018  =   0.99991393
 BN0643!UTM  14      -   0.99991375  x   0.99961148  =   0.99952527
 BN0643
 BN0643|---------------------------------------------------------------------|
 BN0643| PID    Reference Object                     Distance      Geod. Az  |
 BN0643|                                                           dddmmss.s |
 BN0643| CV6278 SCHUMANN RM 1                         9.564 METERS 05900     |
 BN0643| CV6277 SCHUMANN AZ MK 2                                   0751206.4 |
 BN0643| CV6276 SCHUMANN AZ MK                                     0773619.6 |
 BN0643| CV6279 SCHUMANN RM 2                        11.116 METERS 17057     |
 BN0643|---------------------------------------------------------------------|
 BN0643
 BN0643                          SUPERSEDED SURVEY CONTROL
 BN0643
 BN0643  NAD 83(1986)-  30 17 02.25552(N)    098 40 58.17215(W) AD(       ) 2
 BN0643  NAD 27      -  30 17 01.52760(N)    098 40 57.04800(W) AD(       ) 2
 BN0643  NGVD 29 (07/28/98)  571.9    (m)         1876.     (f) VERT ANG       
 BN0643
 BN0643.Superseded values are not recommended for survey control.
 BN0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0643.See file dsdata.txt to determine how the superseded data were derived.
 BN0643
 BN0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3050350293(NAD 83)
 BN0643_MARKER: DS = TRIANGULATION STATION DISK
 BN0643_SETTING: 66 = SET IN ROCK OUTCROP
 BN0643_PROJECTION: FLUSH
 BN0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0643+STABILITY: POSITION/ELEVATION WELL
 BN0643
 BN0643  HISTORY     - Date     Condition        Report By
 BN0643  HISTORY     - 1956     MONUMENTED       CGS
 BN0643  HISTORY     - 1962     GOOD             CGS
 BN0643  HISTORY     - 1964     GOOD             CGS
 BN0643  HISTORY     - 1964     GOOD             NGS
 BN0643  HISTORY     - 19930728 MARK NOT FOUND   USPSQD
 BN0643
 BN0643                          STATION DESCRIPTION
 BN0643
 BN0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0643'THE STATION IS LOCATED ABOUT 11 MILES EAST OF FREDERICKSBURG,
 BN0643'ABOUT 3.5 MILES NORTH-NORTHWEST OF STONEWALL AND ON THE
 BN0643'SUMMIT OF A PROMINENT, LOW, WOODED HILL.
 BN0643'
 BN0643'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 290 AND FARM
 BN0643'ROAD 1631, IN THE CITY OF FREDERICKSBURG.  GO NORTHEASTERLY
 BN0643'ON FARM ROAD 1631 FOR 6.2 MILES.  TURN RIGHT, ONTO A NARROW
 BN0643'PAVED ROAD, AND GO EASTERLY FOR 4.4 MILES TO THE SUMMIT
 BN0643'OF A LOW SADDLE AND THE END OF TRUCK TRAVEL.  (FROM THIS
 BN0643'POINT GO EASTERLY, ON THE PAVED ROAD, FOR 0.8 MILE TO THE
 BN0643'AZIMUTH MARK ON THE RIGHT HAND SIDE OF THE ROAD).  CROSS
 BN0643'OVER THE WIRE FENCE AND PACK SOUTHERLY, UP THE GENTLE SLOPE,
 BN0643'FOR ABOUT 0.3 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 BN0643'THIS IS ABOUT A 15 MINUTE PACK.
 BN0643'
 BN0643'THE STATION MARK IS LOCATED ABOUT 6 INCHES BELOW THE SURFACE
 BN0643'OF THE SOIL, AND THE DISK IS STAMPED SCHUMANN 1956.
 BN0643'
 BN0643'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE GROUND
 BN0643'AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.  THE DISK IS
 BN0643'STAMPED SCHUMANN NO 1 1956.
 BN0643'
 BN0643'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE GROUND
 BN0643'AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.  THE DISK IS
 BN0643'STAMPED SCHUMANN NO 2 1956.
 BN0643'
 BN0643'THE AZIMUTH MARK IS 19 FEET SOUTHWEST OF THE CENTER OF A
 BN0643'PAVED ROAD, 4 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS
 BN0643'POST AND 1 FOOT NORTHEAST OF A WIRE FENCE.  IT PROJECTS
 BN0643'1 INCH AND IS STAMPED SCHUMANN 1956.
 BN0643'
 BN0643'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0643
 BN0643                          STATION RECOVERY (1962)
 BN0643
 BN0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 BN0643'THE STATION MARK, REFERENCE MARKS NUMBERS 1, 2, AND THE
 BN0643'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A NEW AZIMUTH
 BN0643'MARK WAS SET.
 BN0643'
 BN0643'THE ORIGINAL AZIMUTH MARK WAS DESTROYED AT THE REQUEST OF
 BN0643'THE TEXAS HIGHWAY DEPARTMENT TO CLEAR FOR WIDENING OF FARM
 BN0643'TO MARKET ROAD 2721.
 BN0643'
 BN0643'TO REACH THE STATION FROM THE GILLESPIE COUNTY COURTHOUSE
 BN0643'IN FREDERICKSBURG, GO EAST ON U.S. HIGHWAY 290 FOR 1.0 MILE
 BN0643'TO THE JUNCTION OF RANCH ROAD 1631.  TURN LEFT, GO NORTHEASTERLY
 BN0643'ON RANCH ROAD 1631 FOR 6.7 MILES TO A ROAD FORK WHERE RANCH
 BN0643'ROAD 1631 BEARS TO THE LEFT.  KEEP STRAIGHT AHEAD ON FARM
 BN0643'TO MARKET ROAD 2721, EASTERLY, GO 4.25 MILES TO A ROAD FORK.
 BN0643'TAKE LEFT FORK, GO 0.45 MILE TO SUMMIT OF ROAD IN THE SADDLE
 BN0643'AND THE END OF TRUCK TRAVEL.  (CONTINUE EASTERLY ON THE BLACK
 BN0643'TOP ROAD FOR 0.65 MILE TO AZIMUTH MARK ON THE LEFT.) PACK
 BN0643'SOUTHERLY, UP HILL THROUGH WOOD AREA, TO SUMMIT AND THE
 BN0643'STATION.  A 15 MINUTE PACK.
 BN0643'
 BN0643'AZIMUTH MARK, A STANDARD DISK STAMPED SCHUMANN 1956 RESET
 BN0643'1962, SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 BN0643'6 INCHES.  IT IS ON LAND OWNED BY MR. EDGAR DUECKER, 105 FEET
 BN0643'NORTH OF THE CENTER LINE OF FARM TO MARKET ROAD 2721, 20
 BN0643'FEET EAST OF A FIELD ENTRANCE, 8 FEET EAST OF THE SOUTHWEST
 BN0643'CORNER OF FENCE, 1 FOOT SOUTH OF THE FENCE LINE, AND 1.6
 BN0643'FEET EAST OF A METAL WITNESS POST.
 BN0643'
 BN0643'NOTE--SEE DESCRIPTION FOR SCHUMANN 1956 IN TEXAS VOLUME 6,
 BN0643'PAGE 294, 300983 STATION 1024.
 BN0643
 BN0643                          STATION RECOVERY (1964)
 BN0643
 BN0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 BN0643'THE STATION MARK, AZIMUTH MARK RESET 1962, AND REFERENCE
 BN0643'MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.C.
 BN0643'RUSSEL IN 1962.  THE RECOVERY NOTE DESCRIPTION OF 1962 PROVED
 BN0643'TO BE ADEQUATE FOR FUTURE RECOVERY.
 BN0643
 BN0643                          STATION RECOVERY (1964)
 BN0643
 BN0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BN0643'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30098-3, STATION 1028.
 BN0643'RECOVERED BY USGS IN 1959.
 BN0643'RECOVERED BY NGS IN 1964.
 BN0643'STATION MARK--USC AND GS STANDARD DISK SET 6 IN. BELOW GROUND LEVEL,
 BN0643'STAMPED---SCHUMANN 1956---.
 BN0643
 BN0643                          STATION RECOVERY (1993)
 BN0643
 BN0643'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2596 ***********************************************************************
 AX2596  DESIGNATION -  SCOBY
 AX2596  PID         -  AX2596
 AX2596  STATE/COUNTY-  TX/BASTROP
 AX2596  USGS QUAD   -  JEDDO (1981)
 AX2596
 AX2596                         *CURRENT SURVEY CONTROL
 AX2596  ___________________________________________________________________
 AX2596* NAD 83(1993)-  29 50 06.24659(N)    097 19 37.18619(W)     ADJUSTED  
 AX2596* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 AX2596  ___________________________________________________________________
 AX2596  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AX2596  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AX2596
 AX2596  HORZ ORDER  -  THIRD
 AX2596
 AX2596.The horizontal coordinates were established by classical geodetic methods
 AX2596.and adjusted by the National Geodetic Survey in February 1996..
 AX2596
 AX2596.The orthometric height was scaled from a topographic map.
 AX2596
 AX2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2596
 AX2596.The geoid height was determined by GEOID03.
 AX2596
 AX2596;                    North         East     Units Scale Factor Converg.
 AX2596;SPC TX C     - 3,022,595.452   990,538.677   MT  1.00008707   +1 32 54.4
 AX2596;SPC TX C     - 9,916,631.91  3,249,792.31   sFT  1.00008707   +1 32 54.4
 AX2596;SPC TXSC     - 4,223,004.099   761,666.690   MT  0.99990122   +0 49 10.7
 AX2596;SPC TXSC     -13,854,972.61  2,498,901.47   sFT  0.99990122   +0 49 10.7
 AX2596;UTM  14      - 3,301,684.072   661,635.185   MT  0.99992235   +0 49 57.0
 AX2596
 AX2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2596!SPC TX C     -   0.99997726  x   1.00008707  =   1.00006433
 AX2596!SPC TXSC     -   0.99997726  x   0.99990122  =   0.99987848
 AX2596!UTM  14      -   0.99997726  x   0.99992235  =   0.99989961
 AX2596
 AX2596:                Primary Azimuth Mark                     Grid Az
 AX2596:SPC TX C     -  HOG SPRINGS                              312 42 58.7
 AX2596:SPC TXSC     -  HOG SPRINGS                              313 26 42.4
 AX2596:UTM  14      -  HOG SPRINGS                              313 25 56.1
 AX2596
 AX2596|---------------------------------------------------------------------|
 AX2596| PID    Reference Object                     Distance      Geod. Az  |
 AX2596|                                                           dddmmss.s |
 AX2596| AX2599 HOG SPRINGS                         APPROX.12.0 KM 3141553.1 |
 AX2596|---------------------------------------------------------------------|
 AX2596
 AX2596                          SUPERSEDED SURVEY CONTROL
 AX2596
 AX2596  NAD 83(1986)-  29 50 06.25993(N)    097 19 37.17339(W) AD(       ) 3
 AX2596  NAD 27      -  29 50 05.45147(N)    097 19 36.20398(W) AD(       ) 3
 AX2596
 AX2596.Superseded values are not recommended for survey control.
 AX2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2596.See file dsdata.txt to determine how the superseded data were derived.
 AX2596
 AX2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6163501684(NAD 83)
 AX2596
 AX2596  HISTORY     - Date     Condition        Report By
 AX2596  HISTORY     - UNK      MONUMENTED
 AX2596  HISTORY     - 1963     SEE DESCRIPTION  USGS
 AX2596
 AX2596                          STATION DESCRIPTION
 AX2596
 AX2596'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2596'RECOVERED AND REDESCRIBED AS FOLLOWS
 AX2596'
 AX2596'LOCATED 2 MI. NNW. OF JEDDO, 0.7 MI. SE. OF SALEM SCHOOL, ON A HIGH
 AX2596'HEAVILY WOODED N-S. RIDGE, 0.5 MI. SE. OF THE JASPER JONES FARM.
 AX2596'STATION IS ON THE CREST OF RIDGE ABOUT 300 FT. N. FROM POINT WHERE
 AX2596'RIDGE DROPS OFF GRADUALLY, 155 FT. S. FROM BULLDOZED T-JUNCTION OF
 AX2596'CLEARED LANES AND 60 FT. W. FROM LANE, AND 15 FT. W. OF DIM N-S.
 AX2596'TRAIL.
 AX2596'
 AX2596'STATION MARK--IRON PIPE PROJECTING 1 FT.  BRONZE CAP IS MISSING, BUT
 AX2596'RIVETS IN PLACE VERIFY THIS AS ORIGINAL STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1362 ***********************************************************************
 BZ1362  DESIGNATION -  SCOGGINS
 BZ1362  PID         -  BZ1362
 BZ1362  STATE/COUNTY-  TX/HAMILTON
 BZ1362  USGS QUAD   -  CUTOFF MOUNTAIN (1956)
 BZ1362
 BZ1362                         *CURRENT SURVEY CONTROL
 BZ1362  ___________________________________________________________________
 BZ1362* NAD 83(1993)-  31 40 57.02322(N)    097 52 49.56142(W)     ADJUSTED  
 BZ1362* NAVD 88     -       380.0    (meters)    1247.     (feet)  VERTCON   
 BZ1362  ___________________________________________________________________
 BZ1362  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BZ1362  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BZ1362
 BZ1362  HORZ ORDER  -  FIRST
 BZ1362
 BZ1362.The horizontal coordinates were established by classical geodetic methods
 BZ1362.and adjusted by the National Geodetic Survey in February 1996..
 BZ1362
 BZ1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1362
 BZ1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1362
 BZ1362.The geoid height was determined by GEOID03.
 BZ1362
 BZ1362;                    North         East     Units Scale Factor Converg.
 BZ1362;SPC TX C     - 3,226,036.534   932,547.363   MT  0.99995222   +1 15 48.2
 BZ1362;SPC TX C     -10,584,088.20  3,059,532.47   sFT  0.99995222   +1 15 48.2
 BZ1362;UTM  14      - 3,505,789.364   606,114.842   MT  0.99973888   +0 35 17.0
 BZ1362
 BZ1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1362!SPC TX C     -   0.99994460  x   0.99995222  =   0.99989682
 BZ1362!UTM  14      -   0.99994460  x   0.99973888  =   0.99968349
 BZ1362
 BZ1362|---------------------------------------------------------------------|
 BZ1362| PID    Reference Object                     Distance      Geod. Az  |
 BZ1362|                                                           dddmmss.s |
 BZ1362| CV6280 SCOGGINS RM                          69.286 METERS 00838     |
 BZ1362| BZ1360 MYERS                               APPROX.22.7 KM 1054013.9 |
 BZ1362|---------------------------------------------------------------------|
 BZ1362
 BZ1362                          SUPERSEDED SURVEY CONTROL
 BZ1362
 BZ1362  NAD 83(1986)-  31 40 57.03100(N)    097 52 49.54352(W) AD(       ) 1
 BZ1362  NAD 27      -  31 40 56.46800(N)    097 52 48.44200(W) AD(       ) 1
 BZ1362  NGVD 29 (07/19/86)  379.9    (m)         1246.     (f) VERT ANG       
 BZ1362
 BZ1362.Superseded values are not recommended for survey control.
 BZ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1362.See file dsdata.txt to determine how the superseded data were derived.
 BZ1362
 BZ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA0611505789(NAD 83)
 BZ1362_MARKER: N = NAIL
 BZ1362_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BZ1362_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 BZ1362
 BZ1362  HISTORY     - Date     Condition        Report By
 BZ1362  HISTORY     - 1902     MONUMENTED       CGS
 BZ1362  HISTORY     - 1937     GOOD             TXHD
 BZ1362  HISTORY     - 1940     GOOD             TSI
 BZ1362  HISTORY     - 1948     GOOD             CGS
 BZ1362  HISTORY     - 1955     GOOD             USGS
 BZ1362  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1362
 BZ1362                          STATION DESCRIPTION
 BZ1362
 BZ1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 BZ1362'STATION IS ABOUT 5 MILES FROM JONESBORO, AT THE W SIDE OF THE
 BZ1362'ROAD ALONG A HIGH RIDGE 325 YARDS W OF THE ROAD LEADING N
 BZ1362'FROM JONESBORO, ON THE STRICKLAND RANCH, AND W OF A CULTIVATED
 BZ1362'FIELD.
 BZ1362'
 BZ1362'SURFACE MARK IS A NAIL IN THE CENTER OF AN IRON PIPE 2 INCHES
 BZ1362'IN DIAMETER AND 2 FEET LONG, SET FLANGE DOWN, FILLED WITH
 BZ1362'CONCRETE, AND SURROUNDED BY A BLOCK OF CONCRETE 18 INCHES IN
 BZ1362'DIAMETER.  THE CONCRETE WAS MARKED WITH THE LETTERS U.S.C. AND
 BZ1362'G.S.  AND THE DATE.
 BZ1362'
 BZ1362'THE UNDERGROUND MARK IS A 60-PENNY WIRE NAIL SET IN CONCRETE.
 BZ1362'
 BZ1362'THE REFERENCE MARK IS A NAIL IN THE CENTER OF AN IRON PIPE 2
 BZ1362'INCHES IN DIAMETER AND 2 FEET LONG, SET FLANGE DOWN FILLED
 BZ1362'WITH CONCRETE AND SET IN A CONCRETE BLOCK 12 INCHES IN DIAMETER.
 BZ1362'IT IS 6 INCHES W OF THE FENCE ON THE E SIDE OF THE ROAD WHICH
 BZ1362'SEPARATES THE MEADOW LAND FROM THE PASTURE LAND, 69.286 METERS
 BZ1362'(227.32 FEET) FROM THE STATION N 8 DEG 38 MIN E.
 BZ1362'
 BZ1362'THE W END OF THE RIDGE BEAM OF THE HOUSE OF J.S. SCOGGIN IS
 BZ1362'144.033 METERS (472.55 FEET) FROM THE STATION S 32 DEG 07 MIN W.
 BZ1362'
 BZ1362'ELEVATION OF THE STATION IS 379.9 METERS (1,246 FEET).
 BZ1362
 BZ1362                          STATION RECOVERY (1937)
 BZ1362
 BZ1362'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1362'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BZ1362'NO ATTEMPT WAS MADE TO RECOVER THE REFERENCE MARKS.
 BZ1362
 BZ1362                          STATION RECOVERY (1940)
 BZ1362
 BZ1362'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 BZ1362'RECOVERED AS DESCRIBED.
 BZ1362
 BZ1362                          STATION RECOVERY (1948)
 BZ1362
 BZ1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GAN)
 BZ1362'THE STATION WAS RECOVERED IN GOOD CONDITION.  ALL REFERENCES
 BZ1362'HAVE BEEN LOST.  TWO REFERENCE MARKS WERE SET IN 1948.  THE
 BZ1362'STATION IS ABOUT 6 MILES NORTH OF JONESBORO, ON THE HIGHEST
 BZ1362'POINT OF THE TIMBERED PLATEAU, ABOUT 1/4 MILE WEST OF THE MAIN
 BZ1362'ROAD THAT LEADS NORTH FROM JONESBORO ALONG THE EDGE OF THE
 BZ1362'PLATEAU AND IS ABOUT 150 YARDS NORTHWEST FROM THE J.W.
 BZ1362'STRICKLAND HOUSE AND 75 YARDS NORTH OF THE BARN.  THE STATION
 BZ1362'UNDERGROUND MARK IS DESCRIBED AS A RAIL IN CONCRETE.  THE
 BZ1362'SURFACE MARK IS A NAIL SET SET IN A TERRA-COTTA PIPE FILLED
 BZ1362'WITH AND SURROUNDED BY CONCRETE, FLUSH WITH THE SURFACE AND
 BZ1362'ABOUT 20 INCHES IN DIAMETER.  REFERENCE MARK NO. 1, IS A
 BZ1362'STANDARD DISK STAMPED SCOGGINS 1902-1948 NO. 1, SET IN THE
 BZ1362'TOP OF THE OLD REFERENCE MONUMENT WHICH WAS FOUND PULLED OUT
 BZ1362'AND LYING ALONG THE EDGE OF THE FIELD.  IT WAS RESET WITH
 BZ1362'THE ORIGINAL TOP WHICH IS THE LARGER DIAMETER, IN THE
 BZ1362'GROUND ABOUT 2 FEET DEEP, AND PROJECTING ABOUT 8 INCHES.
 BZ1362'IT IS 23.20 METERS, (76.45 FT) NORTHEAST FROM THE
 BZ1362'STATION 23 DEGREES MAGNETIC.  REFERENCE MARK NO. 2 IS A
 BZ1362'STANDARD DISK STAMPED SCOGGINS 1902-1948 NO. 2, SET IN
 BZ1362'BEDROCK, ALONG THE EDGE OF THE CANYON RIM WEST, NORTH WEST OF
 BZ1362'THE STATION, 143.41 METERS, (470.48 FT.) FROM THE STATION 278
 BZ1362'DEGREES MAGNETIC.
 BZ1362'
 BZ1362'TO REACH THE STATION FROM JONESBORO.  GO NORTH FROM THE EAST
 BZ1362'SIDE OF THE TEXACO STATION ON A GRADED ROAD 02.1 MILES.  TAKE THE
 BZ1362'RIGHT FORK AND GO 01.8 MILES.  THEN TAKE THE LEFT FORK AND
 BZ1362'GO 01.7 MILES.  AGAIN TAKE THE LEFT FORK AND GO 01.1 MILES.
 BZ1362'TURN LEFT HERE, OFF THE ROAD PASS THROUGH A BOARD GATE AND GO
 BZ1362'WEST PASSING TO THE SOUTH OF A SMALL STONE HOUSE 00.5 MILE TO
 BZ1362'THE CORNER.  PASS AROUND THE CORNER AND GO SOUTH 00.2 MILE TO
 BZ1362'THE STATION IN THE EDGE OF THE PASTURE AND 48 FEET WEST OF
 BZ1362'THE FIELD FENCE.
 BZ1362
 BZ1362                          STATION RECOVERY (1955)
 BZ1362
 BZ1362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BZ1362'RECOVERED BY USGS IN 1955.
 BZ1362'STATION MARK--SURFACE MARK IS A NAIL SET IN A TERRA-COTTA PIPE FILLED
 BZ1362'WITH AND SURROUNDED BY CONCRETE, FLUSH WITH THE SURFACE AND ABOUT 20
 BZ1362'IN. IN DIAMETER.
 BZ1362
 BZ1362                          STATION RECOVERY (2001)
 BZ1362
 BZ1362'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0564 ***********************************************************************
 DP0564  DESIGNATION -  SCOGGINS
 DP0564  PID         -  DP0564
 DP0564  STATE/COUNTY-  TX/DICKENS
 DP0564  USGS QUAD   -  EAST AFTON NE (1981)
 DP0564
 DP0564                         *CURRENT SURVEY CONTROL
 DP0564  ___________________________________________________________________
 DP0564* NAD 83(1993)-  33 44 04.70197(N)    100 37 31.36889(W)     ADJUSTED  
 DP0564* NAVD 88     -       772.     (meters)    2533.     (feet)  SCALED    
 DP0564  ___________________________________________________________________
 DP0564  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 DP0564  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DP0564
 DP0564  HORZ ORDER  -  FIRST
 DP0564
 DP0564.The horizontal coordinates were established by classical geodetic methods
 DP0564.and adjusted by the National Geodetic Survey in February 1996..
 DP0564
 DP0564.The orthometric height was scaled from a topographic map.
 DP0564
 DP0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0564
 DP0564.The geoid height was determined by GEOID03.
 DP0564
 DP0564;                    North         East     Units Scale Factor Converg.
 DP0564;SPC TXNC     - 2,231,316.133   403,063.307   MT  0.99994352   -1 09 33.0
 DP0564;SPC TXNC     - 7,320,576.35  1,322,383.53   sFT  0.99994352   -1 09 33.0
 DP0564;UTM  14      - 3,733,920.233   349,426.729   MT  0.99987951   -0 54 10.2
 DP0564
 DP0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0564!SPC TXNC     -   0.99988298  x   0.99994352  =   0.99982651
 DP0564!UTM  14      -   0.99988298  x   0.99987951  =   0.99976250
 DP0564
 DP0564|---------------------------------------------------------------------|
 DP0564| PID    Reference Object                     Distance      Geod. Az  |
 DP0564|                                                           dddmmss.s |
 DP0564| CX8165 SCOGGINS RM 1                       184.023 METERS 22900     |
 DP0564| CX8166 SCOGGINS RM 2                       139.269 METERS 26438     |
 DP0564| CX8164 SCOGGINS AZ MK                                     3543804.5 |
 DP0564|---------------------------------------------------------------------|
 DP0564
 DP0564                          SUPERSEDED SURVEY CONTROL
 DP0564
 DP0564  NAD 83(1993)-  33 44 04.70476(N)    100 37 31.36820(W) AD(       ) 1
 DP0564  NAD 83(1986)-  33 44 04.70762(N)    100 37 31.36203(W) AD(       ) 1
 DP0564  NAD 27      -  33 44 04.41100(N)    100 37 29.91600(W) AD(       ) 1
 DP0564
 DP0564.Superseded values are not recommended for survey control.
 DP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0564.See file dsdata.txt to determine how the superseded data were derived.
 DP0564
 DP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC4942733920(NAD 83)
 DP0564_MARKER: DS = TRIANGULATION STATION DISK
 DP0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0564
 DP0564  HISTORY     - Date     Condition        Report By
 DP0564  HISTORY     - 1935     MONUMENTED       CGS
 DP0564  HISTORY     - 1938     GOOD             TXHD
 DP0564
 DP0564                          STATION DESCRIPTION
 DP0564
 DP0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0564'STATION IS LOCATED 6 MILES W OF THE DICKENS-KING COUNTY LINE
 DP0564'AND 6-3/4 MILES S OF THE DICKENS-MOTLEY COUNTY LINE, IN A
 DP0564'CULTIVATED FIELD OWNED BY S.G. SCOGGINS, 425 FEET E OF THE
 DP0564'CENTER LINE OF ROAD.  MARK IS 14 INCHES BELOW THE SURFACE
 DP0564'OF GROUND.
 DP0564'
 DP0564'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0564'BRONZE DISKS SET IN CONCRETE.
 DP0564'
 DP0564'REFERENCE MARK NO. 1 IS SW OF STATION IN FENCE LINE WHICH IS
 DP0564'30 FEET W OF CENTER LINE OF ROAD, AND PROJECTS 6 INCHES.
 DP0564'
 DP0564'REFERENCE MARK NO. 2 IS IN FENCE LINE W OF STATION, 30 FEET
 DP0564'W OF CENTER LINE OF ROAD, AND PROJECTS 3 INCHES.
 DP0564'
 DP0564'AZIMUTH MARK IS 0.8 MILE N OF STATION, 30 FEET E OF CENTER
 DP0564'LINE OF ROAD, AND PROJECTS 6 INCHES.  TO REACH FROM STATION,
 DP0564'GO 0.8 MILE N ON DIRT ROAD TO TOP OF GRADE AND MARK ON RIGHT.
 DP0564'
 DP0564'TO REACH THE STATION FROM THE COURTHOUSE IN DICKENS, GO E ON
 DP0564'U.S. HIGHWAY 82 FOR 13.0 MILES, OR 1.3 MILES PAST A SCHOOLHOUSE
 DP0564'ON LEFT AND TURN LEFT (N) ON T-ROAD, GO 3.3 MILES N AND TURN
 DP0564'RIGHT (E) AT T-JUNCTION.  FOLLOW MAIN ROAD 3.7 MILES, JOG LEFT
 DP0564'AND GO 1.2 MILES (N) TO TOP OF GRADE AND REFERENCE MARK NO. 1
 DP0564'IN FENCE LINE ON LEFT.  STATION IS THEN 201 YARDS NE.
 DP0564'
 DP0564'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 DP0564
 DP0564                          STATION RECOVERY (1938)
 DP0564
 DP0564'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0564'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 DP0564'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0696 ***********************************************************************
 DO0696  DESIGNATION -  SCOT
 DO0696  PID         -  DO0696
 DO0696  STATE/COUNTY-  TX/ARCHER
 DO0696  USGS QUAD   -  SCOTLAND (1981)
 DO0696
 DO0696                         *CURRENT SURVEY CONTROL
 DO0696  ___________________________________________________________________
 DO0696* NAD 83(1993)-  33 38 51.98712(N)    098 27 44.94468(W)     ADJUSTED  
 DO0696* NAVD 88     -       303.3    (meters)     995.     (feet)  VERTCON   
 DO0696  ___________________________________________________________________
 DO0696  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 DO0696  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DO0696
 DO0696  HORZ ORDER  -  FIRST
 DO0696
 DO0696.The horizontal coordinates were established by classical geodetic methods
 DO0696.and adjusted by the National Geodetic Survey in February 1996..
 DO0696
 DO0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0696
 DO0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0696
 DO0696.The geoid height was determined by GEOID03.
 DO0696
 DO0696;                    North         East     Units Scale Factor Converg.
 DO0696;SPC TXNC     - 2,219,690.351   603,479.833   MT  0.99992662   +0 01 13.7
 DO0696;SPC TXNC     - 7,282,434.09  1,979,916.75   sFT  0.99992662   +0 01 13.7
 DO0696;UTM  14      - 3,723,232.543   549,842.601   MT  0.99963063   +0 17 52.2
 DO0696
 DO0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0696!SPC TXNC     -   0.99995677  x   0.99992662  =   0.99988340
 DO0696!UTM  14      -   0.99995677  x   0.99963063  =   0.99958742
 DO0696
 DO0696|---------------------------------------------------------------------|
 DO0696| PID    Reference Object                     Distance      Geod. Az  |
 DO0696|                                                           dddmmss.s |
 DO0696| CX8167 SCOT RM 1                            29.289 METERS 04714     |
 DO0696| DO0686 WINDTHORST CATH CH SPIRE            APPROX. 8.3 KM 1650141.2 |
 DO0696| CX8168 SCOT RM 2                            11.656 METERS 31150     |
 DO0696| DO0692 SCOT AZ MK                          APPROX. 0.8 KM 3173813.0 |
 DO0696| DO0697 SCOT TPT                              9.536 METERS 31741     |
 DO0696|---------------------------------------------------------------------|
 DO0696
 DO0696                          SUPERSEDED SURVEY CONTROL
 DO0696
 DO0696  NAD 83(1993)-  33 38 51.98735(N)    098 27 44.94418(W) AD(       ) 1
 DO0696  NAD 83(1986)-  33 38 51.98966(N)    098 27 44.93094(W) AD(       ) 1
 DO0696  NAD 27      -  33 38 51.61659(N)    098 27 43.74286(W) AD(       ) 1
 DO0696  NGVD 29 (07/19/86)  303.2    (m)          995.     (f) VERT ANG       
 DO0696
 DO0696.Superseded values are not recommended for survey control.
 DO0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0696.See file dsdata.txt to determine how the superseded data were derived.
 DO0696
 DO0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4984323233(NAD 83)
 DO0696_MARKER: DS = TRIANGULATION STATION DISK
 DO0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0696+STABILITY: SURFACE MOTION
 DO0696
 DO0696  HISTORY     - Date     Condition        Report By
 DO0696  HISTORY     - 1965     MONUMENTED       CGS
 DO0696  HISTORY     - 1978     GOOD             NGS
 DO0696
 DO0696                          STATION DESCRIPTION
 DO0696
 DO0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JC)
 DO0696'THE STATION IS ABOUT 5 MILE NORTH-NORTHWEST OF WINDTHORST, 1
 DO0696'MILE SOUTHEAST OF SCOTLAND, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 DO0696'281.
 DO0696'
 DO0696'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0696'TEXAS HIGHWAY 25 IN WINDTHORST, GO NORTH ON U.S. HIGHWAY 281 FOR
 DO0696'5.2 MILES TO THE STATION ON THE LEFT.
 DO0696'
 DO0696'THE STATION MARK IS A STANDARD DISK, STAMPED SCOT 1965, SET IN
 DO0696'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0696'IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 17 PACES
 DO0696'WEST-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 281, 30 PACES
 DO0696'NORTH-NORTHWEST OF A POWERLINE POLE AND 3 FEET NORTHEAST OF
 DO0696'THE WEST RIGHT-OF-WAY FENCE.
 DO0696'
 DO0696'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SCOT NO 1 1965, SET
 DO0696'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0696'IS FLUSH WITH THE GROUND.
 DO0696'
 DO0696'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SCOT NO 2 1965, SET
 DO0696'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0696'IS FLUSH WITH THE GROUND.
 DO0696'
 DO0696'AZIMUTH MARK IS A STANDARD DISK, STAMPED SCOT 1965, SET IN THE
 DO0696'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH
 DO0696'WITH THE GROUND.  TO REACH THE MARK FROM THE STATION, GO NORTH
 DO0696'ON THE HIGHWAY FOR 1/2 MILE TO THE MARK ON THE RIGHT.
 DO0696'
 DO0696'THE ABOVE INFORMATION FURNISHED BY RECONNAISSANCE PARTY AND
 DO0696'BUILDING FOREMAN.
 DO0696
 DO0696                          STATION RECOVERY (1978)
 DO0696
 DO0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0696'THE STATION IS LOCATED 5 MILES NORTHWEST OF WINDTHORST, 1 MILE
 DO0696'SOUTH OF SCOTLAND, 0.2 MILE SOUTHWEST OF THE
 DO0696'SCOTLAND BAPTIST CHURCH, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 DO0696'281.
 DO0696'
 DO0696'TO REACH THE STATION FROM THE WOODEN POST OFFICE BUILDING IN
 DO0696'SCOTLAND, GO SOUTHERLY ON HIGHWAY 281 FOR 0.3 MILE TO A
 DO0696'CROSSROAD AND BLINKER LIGHT.  CONTINUE ON HIGHWAY 281 FOR 0.3
 DO0696'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON HIGHWAY 281
 DO0696'FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 DO0696'
 DO0696'THE MARKS FOR THIS STATION WERE SET IN 1965 BUT WERE NOT
 DO0696'POSITIONED UNTIL THIS TIME.
 DO0696'
 DO0696'STATION MARKS, STAMPED---SCOT 1965---, ARE STANDARD DISKS.
 DO0696'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0696'MONUMENT 8 INCHES BELOW GROUND.  IT IS 274 FEET NORTH OF A
 DO0696'FARM LANE TO A BRICK HOME, 86 FEET NORTH OF A UTILITY POLE,
 DO0696'46.2 FEET WEST OF THE ROAD CENTER, 3.2 FEET EAST OF A FENCE,
 DO0696'2.9 FEET SOUTHEAST OF A METAL WITNESS POST, AND 2 FEET LOWER
 DO0696'THAN THE BOTTOM OF THE FENCE.  THE UNDERGROUND DISK IS SET IN
 DO0696'THE TOP OF AN IRREGULAR CONCRETE MONUMENT ABOUT 40 INCHES
 DO0696'BELOW GROUND.
 DO0696'
 DO0696'REFERENCE MARK 1, STAMPED---SCOT NO 1 1965---, IS A STANDARD
 DO0696'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DO0696'IS IN THE EDGE OF THE CULTIVATED FIELD AND IS COVERED FROM
 DO0696'PLOWING.  IT IS 139.8 FEET NORTH-NORTHEAST OF THE NORTH END OF
 DO0696'A CONCRETE PIPE UNDER A FIELD ENTRANCE ROAD, 166 FEET SOUTH OF
 DO0696'A UTILITY POLE, 50 FEET EAST OF THE ROAD CENTER, 45.8 FEET
 DO0696'NORTH OF A UTILITY POLE, 1 FOOT WEST OF THE FENCE, AND 1 FOOT
 DO0696'LOWER THAN THE BOTTOM OF THE FENCE.
 DO0696'
 DO0696'REFERENCE MARK 2, STAMPED---SCOT NO 2 1965---, IS A STANDARD
 DO0696'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DO0696'IS IN THE EDGE OF A CULTIVATED FIELD AND IS COVERED FROM
 DO0696'PLOWING.  IT IS 48.5 FEET WEST OF THE ROAD CENTER, 36.5 FEET
 DO0696'NORTH OF THE WITNESS POST, 0.5 FOOT EAST OF THE FENCE, AND 1
 DO0696'FOOT LOWER THAN THE BOTTOM OF THE FENCE.
 DO0696'
 DO0696'AZIMUTH MARK, STAMPED---SCOT 1965---, IS A STANDARD DISK SET
 DO0696'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 DO0696'GROUND.  IT IS 272 FEET SOUTH OF THE CENTER OF A BOX CULVERT,
 DO0696'49 FEET EAST OF AND 1 FOOT BELOW THE ROAD CENTER,
 DO0696'3.5 FEET SOUTH OF A UTILITY POLE, 2.0 FEET SOUTH OF A METAL
 DO0696'WITNESS POST, AND 0.5 FOOT WEST OF A FENCE.
 DO0696'
 DO0696'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0692 ***********************************************************************
 DO0692  DESIGNATION -  SCOT AZ MK
 DO0692  PID         -  DO0692
 DO0692  STATE/COUNTY-  TX/ARCHER
 DO0692  USGS QUAD   -  SCOTLAND (1981)
 DO0692
 DO0692                         *CURRENT SURVEY CONTROL
 DO0692  ___________________________________________________________________
 DO0692* NAD 83(1993)-  33 39 11.27263(N)    098 28 05.97524(W)     ADJUSTED  
 DO0692* NAVD 88     -       298.     (meters)     978.     (feet)  VERTCON   
 DO0692  ___________________________________________________________________
 DO0692  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DO0692  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DO0692
 DO0692  HORZ ORDER  -  SECOND
 DO0692
 DO0692.The horizontal coordinates were established by classical geodetic methods
 DO0692.and adjusted by the National Geodetic Survey in February 1996..
 DO0692
 DO0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0692
 DO0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0692
 DO0692.The geoid height was determined by GEOID03.
 DO0692
 DO0692;                    North         East     Units Scale Factor Converg.
 DO0692;SPC TXNC     - 2,220,284.317   602,937.781   MT  0.99992759   +0 01 02.2
 DO0692;SPC TXNC     - 7,284,382.80  1,978,138.37   sFT  0.99992759   +0 01 02.2
 DO0692;UTM  14      - 3,723,823.702   549,297.842   MT  0.99962996   +0 17 40.7
 DO0692
 DO0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0692!SPC TXNC     -   0.99995759  x   0.99992759  =   0.99988518
 DO0692!UTM  14      -   0.99995759  x   0.99962996  =   0.99958756
 DO0692
 DO0692                          SUPERSEDED SURVEY CONTROL
 DO0692
 DO0692  NAD 83(1993)-  33 39 11.27287(N)    098 28 05.97474(W) AD(       ) 2
 DO0692  NAD 83(1986)-  33 39 11.27518(N)    098 28 05.96151(W) AD(       ) 2
 DO0692  NAD 27      -  33 39 10.90260(N)    098 28 04.77284(W) AD(       ) 2
 DO0692  NGVD 29 (07/19/86)  298.     (m)          978.     (f) VERT ANG       
 DO0692
 DO0692.Superseded values are not recommended for survey control.
 DO0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0692.See file dsdata.txt to determine how the superseded data were derived.
 DO0692
 DO0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4929823824(NAD 83)
 DO0692_MARKER: DZ = AZIMUTH MARK DISK
 DO0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0692
 DO0692  HISTORY     - Date     Condition        Report By
 DO0692  HISTORY     - 1965     MONUMENTED       CGS
 DO0692  HISTORY     - 1978     GOOD             NGS
 DO0692
 DO0692                          STATION DESCRIPTION
 DO0692
 DO0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0692'THIS MARK WAS SET IN IN 1965 BUT NOT POSITIONED UNTIL THIS
 DO0692'TIME.
 DO0692'
 DO0692'THE STATION IS LOCATED 1/2 MILE SOUTH OF SCOTLAND, 0.3 MILE
 DO0692'NORTH OF THE SCOTLAND BAPTIST CHURCH, ON THE RIGHT-OF-WAY OF
 DO0692'U.S. HIGHWAY 281.
 DO0692'
 DO0692'TO REACH THE STATION FROM THE WOODEN POST OFFICE BUILDING IN
 DO0692'SCOTLAND, GO SOUTHERLY ON HIGHWAY 281 FOR 0.3 MILE TO A
 DO0692'CROSSROAD AND BLINKER LIGHT.  CONTINUE ON HIGHWAY 281 FOR 0.3
 DO0692'MILE TO THE STATION ON THE LEFT.
 DO0692'
 DO0692'STATION MARK, STAMPED---SCOT 1965---, IS A STANDARD DISK SET
 DO0692'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 DO0692'GROUND.  IT IS 272 FEET SOUTH OF THE CENTER OF A BOX CULVERT,
 DO0692'49 FEET EAST OF AND 1 FOOT BELOW THE ROAD CENTER, 3.5 FEET
 DO0692'SOUTH OF A UTILITY POLE, 2.0 FEET SOUTH OF A METAL WITNESS
 DO0692'POST, AND 0.5 FEET WEST OF A FENCE.
 DO0692'
 DO0692'AN EDM TIE WAS MADE TO TRAVERSE STATION SCOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0570 ***********************************************************************
 DP0570  DESIGNATION -  SCOTT
 DP0570  PID         -  DP0570
 DP0570  STATE/COUNTY-  TX/DICKENS
 DP0570  USGS QUAD   -  AFTON (1981)
 DP0570
 DP0570                         *CURRENT SURVEY CONTROL
 DP0570  ___________________________________________________________________
 DP0570* NAD 83(1993)-  33 48 45.76597(N)    100 50 55.19551(W)     ADJUSTED  
 DP0570* NAVD 88     -       821.     (meters)    2694.     (feet)  SCALED    
 DP0570  ___________________________________________________________________
 DP0570  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 DP0570  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DP0570
 DP0570  HORZ ORDER  -  FIRST
 DP0570
 DP0570.The horizontal coordinates were established by classical geodetic methods
 DP0570.and adjusted by the National Geodetic Survey in February 1996..
 DP0570
 DP0570.The orthometric height was scaled from a topographic map.
 DP0570
 DP0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0570
 DP0570.The geoid height was determined by GEOID03.
 DP0570
 DP0570;                    North         East     Units Scale Factor Converg.
 DP0570;SPC TXNC     - 2,240,413.875   382,570.674   MT  0.99996069   -1 16 51.4
 DP0570;SPC TXNC     - 7,350,424.52  1,255,150.62   sFT  0.99996069   -1 16 51.4
 DP0570;UTM  14      - 3,742,926.676   328,894.605   MT  0.99996093   -1 01 44.4
 DP0570
 DP0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0570!SPC TXNC     -   0.99987527  x   0.99996069  =   0.99983597
 DP0570!UTM  14      -   0.99987527  x   0.99996093  =   0.99983621
 DP0570
 DP0570:                Primary Azimuth Mark                     Grid Az
 DP0570:SPC TXNC     -  MATADOR TV RELAY MST                     006 34 31.4
 DP0570:UTM  14      -  MATADOR TV RELAY MST                     006 19 24.4
 DP0570
 DP0570|---------------------------------------------------------------------|
 DP0570| PID    Reference Object                     Distance      Geod. Az  |
 DP0570|                                                           dddmmss.s |
 DP0570| EN0733 MATADOR TV RELAY MST                APPROX.21.1 KM 0051740.0 |
 DP0570| DP0177 SCOTT RM 1                           21.910 METERS 09451     |
 DP0570| DP0175 SCOTT AZ MK RESET                                  1754215.0 |
 DP0570| DP0174 SCOTT AZ MK                                        1754214.9 |
 DP0570| DP0178 SCOTT RM 2                           26.406 METERS 18412     |
 DP0570| DP0569 ROARING SPRINGS TV RELAY MST        APPROX. 9.5 KM 3483245.6 |
 DP0570| DP0567 ROARING SPRINGS BLACK TANK          APPROX.10.6 KM 3541657.6 |
 DP0570|---------------------------------------------------------------------|
 DP0570
 DP0570                          SUPERSEDED SURVEY CONTROL
 DP0570
 DP0570  NAD 83(1993)-  33 48 45.76923(N)    100 50 55.19393(W) AD(       ) 1
 DP0570  NAD 83(1986)-  33 48 45.77163(N)    100 50 55.18877(W) AD(       ) 1
 DP0570  NAD 27      -  33 48 45.47600(N)    100 50 53.70300(W) AD(       ) 1
 DP0570
 DP0570.Superseded values are not recommended for survey control.
 DP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0570.See file dsdata.txt to determine how the superseded data were derived.
 DP0570
 DP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2889542927(NAD 83)
 DP0570_MARKER: DS = TRIANGULATION STATION DISK
 DP0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0570
 DP0570  HISTORY     - Date     Condition        Report By
 DP0570  HISTORY     - 1935     MONUMENTED       CGS
 DP0570  HISTORY     - 1938     GOOD             TXHD
 DP0570  HISTORY     - 1938     GOOD             CGS
 DP0570  HISTORY     - 1956     GOOD             CGS
 DP0570  HISTORY     - 1960     GOOD             USAF
 DP0570  HISTORY     - 1961     GOOD             CGS
 DP0570
 DP0570                          STATION DESCRIPTION
 DP0570
 DP0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0570'STATION IS LOCATED ON PROPERTY OF O.C. SCOTT, ON W SIDE OF
 DP0570'U.S. HIGHWAY 62, 1-1/2 MILES S OF THE MOTLEY-DICKENS COUNTY
 DP0570'LINE AND 2-1/4 MILES N OF DOBBS CITY, ABOUT 350 FEET W OF ROAD,
 DP0570'AND 10 FEET SE OF FENCE CORNER.
 DP0570'
 DP0570'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0570'BRONZE DISKS SET IN CONCRETE.
 DP0570'
 DP0570'REFERENCE MARK NO. 1 IS E OF STATION IN FENCE CORNER.
 DP0570'
 DP0570'REFERENCE MARK NO. 2 IS S OF STATION IN E-W FENCE LINE, 15
 DP0570'FEET E OF FENCE CORNER.
 DP0570'
 DP0570'AZIMUTH MARK IS APPROXIMATELY 1.2 MILES S OF STATION, IN N-S
 DP0570'FENCE LINE, 20 FEET FROM FENCE CORNER, AND 40 FEET E OF CENTER
 DP0570'LINE OF U.S. HIGHWAY 62.
 DP0570'
 DP0570'STATION IS REACHED FROM THE COURTHOUSE IN DICKENS BY GOING
 DP0570'N ON U.S. HIGHWAY 62 FOR 13.5 MILES, OR 2.2 MILES PAST GLEN
 DP0570'POST OFFICE TO TOP OF GRADE AND SMALL HOUSE ON LEFT WHICH
 DP0570'IS THE HOME OF CLAUDE ATKINSON.
 DP0570'
 DP0570'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0570
 DP0570                          STATION RECOVERY (1938)
 DP0570
 DP0570'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0570'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 DP0570'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0570
 DP0570                          STATION RECOVERY (1938)
 DP0570
 DP0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (RAE)
 DP0570'REFERENCE MARK NO. 1, STAMPED SCOTT NO. 1, 1935 IS LOCATED
 DP0570'ALONG U.S. HIGHWAY 62, 278.1 FEET W OF HIGHWAY, 2-1/4 MILES
 DP0570'N OF GLENN, 1-1/2 MILES S OF MOTLEY-DICKENS COUNTY LINE.
 DP0570'
 DP0570'REFERENCE MARK NO. 2, STAMPED SCOTT NO. 2, 1935 IS LOCATED
 DP0570'ALONG U.S. HIGHWAY 62, 350 FEET W OF HIGHWAY, 2-1/4 MILES N
 DP0570'OF GLENN, 1-1/2 MILES S OF MOTLEY-DICKENS COUNTY LINE.
 DP0570'
 DP0570'AZIMUTH MARK, STAMPED SCOTT AZI 1935 IS LOCATED 40 FEET E OF
 DP0570'CENTER LINE OF U.S. HIGHWAY 62, 20 FEET FROM FENCE CORNER.
 DP0570
 DP0570                          STATION RECOVERY (1956)
 DP0570
 DP0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DP0570'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 DP0570'AS DESCRIBED.  THE STATION MARK IS ABOUT 75 FT. SW OF THE
 DP0570'OLD SCOTT FARMHOUSE, IN A STACKYARD, 7-1/2 FT. S OF THE N
 DP0570'FENCE, 9 FT. SE OF THE SECOND POST E OF THE FENCE CORNER, AND
 DP0570'ABOUT 1 FT. BELOW THE SURFACE.
 DP0570'
 DP0570'REFERENCE MARK 1 IS IN THE NE CORNER OF THE STACKYARD, PROJECTS
 DP0570'ABOUT 1 FT., AND IS E OF THE STATION.
 DP0570'
 DP0570'REFERENCE MARK 2 IS 27 FT. E OF THE SW CORNER OF THE STACKYARD,
 DP0570'PROJECTS ABOUT 1 FT., AND IS S OF THE STATION.
 DP0570'
 DP0570'THE 1935 AZIMUTH MARK WAS IN THE WAY OF HIGHWAY CONSTRUCTION,
 DP0570'AND A NEW MARK WAS SET IN THE EXACT LINE OF THE ORIGINAL MARK
 DP0570'TO THE STATION.  IT IS A STANDARD AZIMUTH DISK, SET IN CONCRETE
 DP0570'PROJECTING ABOUT 4 IN., AND STAMPED SCOTT 1935 RESET 1956.
 DP0570'IT IS 301 FT. S OF THE CENTERLINE OF A DIRT ROAD E, IN THE
 DP0570'APPROXIMATE E RIGHT-OF-WAY LINE OF HIGHWAY 70, AND 2 FT. S OF
 DP0570'A CEDAR POST WHICH PROJECTS ABOUT 2 FT.
 DP0570
 DP0570                          STATION RECOVERY (1960)
 DP0570
 DP0570'RECOVERY NOTE BY US AIR FORCE 1960
 DP0570'STATION FOUND IN GOOD CONDITION.  LOCATED IN ABANDONED FARMHOUSE
 DP0570'YARD NEAR A PILE OF CATTLE FEED.  SAND HAD COVERED MARK TO A
 DP0570'DEPTH OF ABOUT ONE FOOT.  WIND EROSION EXTENSIVE IN THIS AREA.
 DP0570'
 DP0570'REFERENCE MARKS ARE EXPOSED TO HEIGHT OF 1-1/2 FEET.
 DP0570
 DP0570                          STATION RECOVERY (1961)
 DP0570
 DP0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 DP0570'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DP0570'A NEW DESCRIPTION FOLLOWS--
 DP0570'
 DP0570'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THE MOTLEY-DICKENS
 DP0570'COUNTY LINE AND 13 MILES NORTH OF DICKENS.
 DP0570'
 DP0570'TO REACH THE STATION FROM THE DICKENS COUNTY COURTHOUSE IN DICKENS,
 DP0570'GO WEST ON U.S. HIGHWAY NO. 82 FOR 0.4 MILE TO THE JUNCTION
 DP0570'OF STATE HIGHWAY NO. 70.  TURN RIGHT AND GO NORTH ON STATE
 DP0570'HIGHWAY NO. 70 FOR 11.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DP0570'CONTINUE NORTH ON STATE HIGHWAY NO. 70 FOR 1.2 MILES TO A
 DP0570'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO 300 FEET TO THE STATION
 DP0570'SITE.
 DP0570'
 DP0570'STATION MARK, A STANDARD DISK STAMPED SCOTT 1935, IS SET IN
 DP0570'CONCRETE AT THE CENTER OF A 14 INCH CONCRETE CYLINDER WHICH IS
 DP0570'6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 72.7 FEET
 DP0570'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE AND 36.6 FEET EAST OF
 DP0570'THE NORTHEAST CORNER OF A TRACTOR SHED.
 DP0570'
 DP0570'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SCOTT NO 1 1935,
 DP0570'IS SET IN CONCRETE AT THE CENTER OF A 10 INCH CONCRETE CYLINDER
 DP0570'WHICH PROJECTS 10 INCHES.  IT IS 37.6 FEET SOUTH OF THE SOUTH
 DP0570'EDGE OF A GATE.
 DP0570'
 DP0570'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SCOTT NO 2 1935,
 DP0570'IS SET IN CONCRETE AT THE CENTER OF A 10 INCH CONCRETE CYLINDER
 DP0570'WHICH PROJECTS 8 INCHES.  IT IS 74.3 FEET SOUTHEAST OF THE
 DP0570'SOUTHEAST CORNER OF A TRACTOR SHED.
 DP0570'
 DP0570'AZIMUTH MARK, A STANDARD DISK STAMPED SCOTT 1935 RESET 1956,
 DP0570'IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE
 DP0570'POST WHICH PROJECTS 1 INCH.  IT IS 57.5 FEET EAST OF THE CENTER
 DP0570'OF STATE HIGHWAY NO. 70, 12.5 FEET SOUTH OF A TELEPHONE POLE,
 DP0570'AND 301 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD.
 DP0570'
 DP0570'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1385 ***********************************************************************
 DM1385  DESIGNATION -  SCOTT
 DM1385  PID         -  DM1385
 DM1385  STATE/COUNTY-  TX/DELTA
 DM1385  USGS QUAD   -  CHARLESTON (1964)
 DM1385
 DM1385                         *CURRENT SURVEY CONTROL
 DM1385  ___________________________________________________________________
 DM1385* NAD 83(1993)-  33 23 49.28388(N)    095 31 34.35457(W)     ADJUSTED  
 DM1385* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 DM1385  ___________________________________________________________________
 DM1385  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DM1385  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DM1385
 DM1385  HORZ ORDER  -  THIRD
 DM1385
 DM1385.The horizontal coordinates were established by classical geodetic methods
 DM1385.and adjusted by the National Geodetic Survey in February 1996..
 DM1385
 DM1385.The orthometric height was scaled from a topographic map.
 DM1385
 DM1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1385
 DM1385.The geoid height was determined by GEOID03.
 DM1385
 DM1385;                    North         East     Units Scale Factor Converg.
 DM1385;SPC TXNC     - 2,195,795.625   876,591.738   MT  0.99989073   +1 37 18.8
 DM1385;SPC TXNC     - 7,204,039.48  2,875,951.39   sFT  0.99989073   +1 37 18.8
 DM1385;UTM  15      - 3,698,154.593   265,044.388   MT  1.00028066   -1 23 28.2
 DM1385
 DM1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1385!SPC TXNC     -   0.99998138  x   0.99989073  =   0.99987211
 DM1385!UTM  15      -   0.99998138  x   1.00028066  =   1.00026204
 DM1385
 DM1385:                Primary Azimuth Mark                     Grid Az
 DM1385:SPC TXNC     -  SCOTT AZ MK                              013 04 20.8
 DM1385:UTM  15      -  SCOTT AZ MK                              016 05 07.8
 DM1385
 DM1385|---------------------------------------------------------------------|
 DM1385| PID    Reference Object                     Distance      Geod. Az  |
 DM1385|                                                           dddmmss.s |
 DM1385| CY2232 SCOTT AZ MK                                        0144139.6 |
 DM1385| CY2233 SCOTT RM 1                           15.080 METERS 07723     |
 DM1385| CY2234 SCOTT RM 2                           14.397 METERS 28841     |
 DM1385|---------------------------------------------------------------------|
 DM1385
 DM1385                          SUPERSEDED SURVEY CONTROL
 DM1385
 DM1385  NAD 83(1993)-  33 23 49.28562(N)    095 31 34.35172(W) AD(       ) 3
 DM1385  NAD 83(1986)-  33 23 49.29041(N)    095 31 34.34202(W) AD(       ) 3
 DM1385  NAD 27      -  33 23 48.89600(N)    095 31 33.50700(W) AD(       ) 3
 DM1385
 DM1385.Superseded values are not recommended for survey control.
 DM1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1385.See file dsdata.txt to determine how the superseded data were derived.
 DM1385
 DM1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6504498155(NAD 83)
 DM1385_MARKER: DS = TRIANGULATION STATION DISK
 DM1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1385
 DM1385  HISTORY     - Date     Condition        Report By
 DM1385  HISTORY     - 1951     MONUMENTED       CGS
 DM1385  HISTORY     - 1957     GOOD             CGS
 DM1385  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM1385  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 DM1385
 DM1385                          STATION DESCRIPTION
 DM1385
 DM1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1385'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH AND 1/2 MILE EAST
 DM1385'OF CHARLESTON ON LAND OWNED BY MR. W.L. SCOTT.  IT IS 64 FEET
 DM1385'NORTHWEST OF A WELL CURB, 28 FEET EAST OF THE NORTHEAST CORNER OF
 DM1385'A BARN AND 14 FEET SOUTH OF A FENCELINE.  THE MARK IS SET FLUSH
 DM1385'WITH THE GROUND AND THE DISK IS STAMPED SCOTT 1951.
 DM1385'
 DM1385'REFERENCE MARK NO. 1 IS 43 FEET NORTH NORTHWEST OF A WELL CURB,
 DM1385'36 FEET SOUTHWEST OF A TREE WHICH IS ABOUT 3-FOOT IN DIAMETER AND
 DM1385'1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 DM1385'AND THE DISK IS STAMPED SCOTT NO 1 1951.
 DM1385'
 DM1385'REFERENCE MARK NO. 2 IS 22 FEET NORTHEAST OF THE SOUTHWEST
 DM1385'CORNER OF THE BARN AND 1.5 FEET SOUTH OF A FENCELINE.  THE MARK
 DM1385'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SCOTT NO 2 1951.
 DM1385'
 DM1385'AZIMUTH MARK IS 19 FEET SOUTH OF A FENCE CORNER, 10 FEET EAST OF
 DM1385'THE CENTERLINE OF A TRACK ROAD AND 1 FOOT WEST OF A FENCELINE.
 DM1385'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SCOTT
 DM1385'1951.
 DM1385'
 DM1385'TO REACH THE STATION FROM OLIVERS GROCERY STORE IN CHARLESTON, GO
 DM1385'EAST AND NORTHEAST FOR 0.6 MILE TO A FORKS.  TAKE LEFT FORK AND GO
 DM1385'FOR 0.3 MILE TO ANOTHER FORKS.  TAKE LEFT FORK AND GO NORTH ON DIRT
 DM1385'ROAD FOR 0.35 MILE TO A T-INTERSECTION.  TURN LEFT AND GO 0.2
 DM1385'MILE TO A FARM HOUSE ON RIGHT.  TURN RIGHT INTO FARM YARD.
 DM1385'(TO REACH AZIMUTH MARK FROM THIS POINT, GO NORTH AROUND EAST
 DM1385'SIDE OF HOUSE AND FOLLOW DIM TRACK ROAD FOR 0.3 MILE TO MARK ON
 DM1385'RIGHT AS DESCRIBED.) FOLLOW DRIVE FOR 0.05 MILE TO BARN AND
 DM1385'STATION AS DESCRIBED.
 DM1385'
 DM1385'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DM1385
 DM1385                          STATION RECOVERY (1957)
 DM1385
 DM1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1385'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1385'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1385'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1385
 DM1385                          STATION RECOVERY (1964)
 DM1385
 DM1385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1385'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  PROPERTY OWNER
 DM1385'BELIEVES BARN HAS BEEN BUILT WHERE STATION IS LOCATED.
 DM1385
 DM1385                          STATION RECOVERY (1995)
 DM1385
 DM1385'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1290 ***********************************************************************
 DN1290  DESIGNATION -  SCOTT
 DN1290  PID         -  DN1290
 DN1290  STATE/COUNTY-  TX/COOKE
 DN1290  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN1290
 DN1290                         *CURRENT SURVEY CONTROL
 DN1290  ___________________________________________________________________
 DN1290* NAD 83(1993)-  33 34 44.26362(N)    097 10 34.69773(W)     ADJUSTED  
 DN1290* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 DN1290  ___________________________________________________________________
 DN1290  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DN1290  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN1290
 DN1290  HORZ ORDER  -  SECOND
 DN1290
 DN1290.The horizontal coordinates were established by classical geodetic methods
 DN1290.and adjusted by the National Geodetic Survey in February 1996..
 DN1290
 DN1290.The orthometric height was scaled from a topographic map.
 DN1290
 DN1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1290
 DN1290.The geoid height was determined by GEOID03.
 DN1290
 DN1290;                    North         East     Units Scale Factor Converg.
 DN1290;SPC TXNC     - 2,212,832.151   722,875.607   MT  0.99991486   +0 43 19.0
 DN1290;SPC TXNC     - 7,259,933.48  2,371,634.39   sFT  0.99991486   +0 43 19.0
 DN1290;UTM  14      - 3,716,963.823   669,251.826   MT  0.99995317   +1 00 32.0
 DN1290
 DN1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1290!SPC TXNC     -   0.99996396  x   0.99991486  =   0.99987882
 DN1290!UTM  14      -   0.99996396  x   0.99995317  =   0.99991713
 DN1290
 DN1290:                Primary Azimuth Mark                     Grid Az
 DN1290:SPC TXNC     -  GAINESVILLE W MUNICIPAL TANK             022 23 28.9
 DN1290:UTM  14      -  GAINESVILLE W MUNICIPAL TANK             022 06 15.9
 DN1290
 DN1290|---------------------------------------------------------------------|
 DN1290| PID    Reference Object                     Distance      Geod. Az  |
 DN1290|                                                           dddmmss.s |
 DN1290| DN1288 GAINESVILLE W MUNICIPAL TANK        APPROX. 5.5 KM 0230647.9 |
 DN1290| DN1285 ATT RELAY TOWER KKH 67              APPROX.13.3 KM 0561249.5 |
 DN1290| CY2236 SCOTT RM 1                           12.210 METERS 09344     |
 DN1290| CY2235 SCOTT AZ MK                                        1653659.3 |
 DN1290| CY2237 SCOTT RM 2                           10.067 METERS 22100     |
 DN1290|---------------------------------------------------------------------|
 DN1290
 DN1290                          SUPERSEDED SURVEY CONTROL
 DN1290
 DN1290  NAD 83(1993)-  33 34 44.26423(N)    097 10 34.69521(W) AD(       ) 2
 DN1290  NAD 83(1986)-  33 34 44.26893(N)    097 10 34.68553(W) AD(       ) 2
 DN1290  NAD 27      -  33 34 43.87740(N)    097 10 33.64150(W) AD(       ) 2
 DN1290
 DN1290.Superseded values are not recommended for survey control.
 DN1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1290.See file dsdata.txt to determine how the superseded data were derived.
 DN1290
 DN1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6925216964(NAD 83)
 DN1290_MARKER: DS = TRIANGULATION STATION DISK
 DN1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1290+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DN1290
 DN1290  HISTORY     - Date     Condition        Report By
 DN1290  HISTORY     - 1955     MONUMENTED       CGS
 DN1290  HISTORY     - 1959     GOOD             USGS
 DN1290  HISTORY     - 19950602 GOOD             USPSQD
 DN1290  HISTORY     - 20051112 GOOD             USPSQD
 DN1290
 DN1290                          STATION DESCRIPTION
 DN1290
 DN1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1290'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF GAINESVILLE
 DN1290'ON A GRASS COVERED KNOLL AT THE HEAD WATERS OF SCOTT CREEK.
 DN1290'THE STATION MARK IS 100 YARDS NORTHEAST OF AN OLD ABANDONED
 DN1290'HOUSE, 6 FEET NORTHEAST OF A WITNESS POST AND 2 FEET NORTH
 DN1290'OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH AND IS STAMPED
 DN1290'SCOTT 1955.
 DN1290'
 DN1290'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF THE EAST-WEST FENCE
 DN1290'LINE.  THE BOULDER PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DN1290'SCOTT NO 1 1955.
 DN1290'
 DN1290'REFERENCE MARK NO. 2 IS 27 FEET SOUTHWEST OF THE WITNESS
 DN1290'POST AND 22 FEET SOUTH OF THE EAST-WEST FENCE LINE.  THE
 DN1290'BOULDER PROJECTS 2 INCHES AND THE DISK IS STAMPED SCOTT
 DN1290'NO 2 1955.
 DN1290'
 DN1290'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 65.56
 DN1290'FEET.
 DN1290'
 DN1290'THE AZIMUTH MARK IS 120 FEET EAST OF THE NORTHEAST CORNER
 DN1290'OF AN OLD ABANDONED HOUSE, 14 FEET EAST OF THE CENTER OF A DIRT
 DN1290'ROAD, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A
 DN1290'NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 DN1290'SCOTT 1955.
 DN1290'
 DN1290'TO REACH THE STATION FROM THE GAINESVILLE POST OFFICE GO
 DN1290'WEST ON BUSINESS ROUTE U.S. 77 AND U.S. HIGHWAY 82 FOR 0.35
 DN1290'MILE TO THEIR JUNCTION WITH U.S. HIGHWAY 77 AND FARM ROAD
 DN1290'51.  FOLLOW U.S. HIGHWAY 77 SOUTHERLY FOR 4.2 MILES TO A
 DN1290'CROSS ROAD, TURN RIGHT AND FOLLOW GRAVELED ROAD WEST FOR 0.5
 DN1290'MILE TO A T ROAD RIGHT JUST BEFORE CROSSING A SMALL CULVERT.
 DN1290'TURN RIGHT AND FOLLOW THE DIRT ROAD NORTH FOR 0.55 MILE TO
 DN1290'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE DIRT
 DN1290'ROAD FOR 0.4 MILE TO A T FENCE AND TWO GATES ON THE LEFT.  GO
 DN1290'THRU THE NORTH WIRE GATE AND GO WEST ALONG THE NORTH SIDE OF
 DN1290'THE FENCE FOR 0.15 MILE TO THE TOP OF THE KNOLL AND THE
 DN1290'STATION AND REFERENCE MARKS AS DESCRIBED.
 DN1290
 DN1290                          STATION RECOVERY (1959)
 DN1290
 DN1290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DN1290'RECOVERED BY USGS IN 1959.
 DN1290'
 DN1290'STATION MARK--A STANDARD USC AND GS TABLET IN A CONCRETE POST FLUSH
 DN1290'WITH THE GROUND AND STAMPED---SCOTT - 1955---.
 DN1290
 DN1290                          STATION RECOVERY (1995)
 DN1290
 DN1290'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1290'RECOVERED IN GOOD CONDITION.
 DN1290
 DN1290                          STATION RECOVERY (2005)
 DN1290
 DN1290'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 DN1290'RM 1 AND RM 2  FOUND GOOD.  AZ FOUND POOR CONCRETE MONUMENT IN GOOD
 DN1290'CODITION BUT DISK IS MISSING - CORE IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1369 ***********************************************************************
 GL1369  DESIGNATION -  SCOTT
 GL1369  PID         -  GL1369
 GL1369  STATE/COUNTY-  TX/DALLAM
 GL1369  USGS QUAD   -  CHAMBERLIN (1973)
 GL1369
 GL1369                         *CURRENT SURVEY CONTROL
 GL1369  ___________________________________________________________________
 GL1369* NAD 83(1993)-  36 11 47.56559(N)    102 26 42.00407(W)     ADJUSTED  
 GL1369* NAVD 88     -      1236.     (meters)    4055.     (feet)  VERTCON   
 GL1369  ___________________________________________________________________
 GL1369  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 GL1369  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 GL1369
 GL1369  HORZ ORDER  -  SECOND
 GL1369
 GL1369.The horizontal coordinates were established by classical geodetic methods
 GL1369.and adjusted by the National Geodetic Survey in February 1996..
 GL1369
 GL1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1369
 GL1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1369
 GL1369.The geoid height was determined by GEOID03.
 GL1369
 GL1369;                    North         East     Units Scale Factor Converg.
 GL1369;SPC TX N     - 1,244,093.183   115,008.170   MT  1.00000311   -0 32 51.6
 GL1369;SPC TX N     - 4,081,662.38    377,322.64   sFT  1.00000311   -0 32 51.6
 GL1369;UTM  13      - 4,008,774.699   729,726.448   MT  1.00025029   +1 30 34.3
 GL1369
 GL1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1369!SPC TX N     -   0.99981000  x   1.00000311  =   0.99981311
 GL1369!UTM  13      -   0.99981000  x   1.00025029  =   1.00006024
 GL1369
 GL1369|---------------------------------------------------------------------|
 GL1369| PID    Reference Object                     Distance      Geod. Az  |
 GL1369|                                                           dddmmss.s |
 GL1369| CM9136 SCOTT RM 1                            7.152 METERS 08656     |
 GL1369| CM9135 SCOTT AZ MK                                        0901340.9 |
 GL1369| GL1368 DALHART ARMY FIELD AUX 2 SPIPE      APPROX.11.6 KM 1644536.0 |
 GL1369| GL1394 DALHART MUNICIPAL TANK              APPROX.17.3 KM 2014733.5 |
 GL1369| GL1395 DALHART GOOCHS GRAIN CO ELEV        APPROX.16.3 KM 2032630.5 |
 GL1369| GL1391 DALHART CONSUMERS GRAIN ELEV        APPROX.16.1 KM 2063809.5 |
 GL1369| CM9137 SCOTT RM 2                            8.608 METERS 27252     |
 GL1369|---------------------------------------------------------------------|
 GL1369
 GL1369                          SUPERSEDED SURVEY CONTROL
 GL1369
 GL1369  NAD 83(1993)-  36 11 47.56526(N)    102 26 42.00466(W) AD(       ) 2
 GL1369  NAD 83(1993)-  36 11 47.57527(N)    102 26 41.99526(W) AD(       ) 2
 GL1369  NAD 83(1986)-  36 11 47.57598(N)    102 26 41.99520(W) AD(       ) 2
 GL1369  NAD 27      -  36 11 47.46800(N)    102 26 40.31900(W) AD(       ) 2
 GL1369  NGVD 29 (07/19/86) 1235.     (m)         4052.     (f) VERT ANG       
 GL1369
 GL1369.Superseded values are not recommended for survey control.
 GL1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1369.See file dsdata.txt to determine how the superseded data were derived.
 GL1369
 GL1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2972608775(NAD 83)
 GL1369_MARKER: DS = TRIANGULATION STATION DISK
 GL1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1369
 GL1369  HISTORY     - Date     Condition        Report By
 GL1369  HISTORY     - 1953     MONUMENTED       CGS
 GL1369  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GL1369
 GL1369                          STATION DESCRIPTION
 GL1369
 GL1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1369'STATION IS LOCATED, AIRLINE, ABOUT 10 MILES NORTHEAST OF DALHART,
 GL1369'4-1/2 MILES NORTHWEST OF THE SMALL SETTLEMENT OF CHAMBERLIN,
 GL1369'0.6 MILE EAST OF A NORTH-SOUTH DIRT ROAD AND ON THE HIGHEST
 GL1369'POINT OF A LOW, NORTH-SOUTH RIDGE.
 GL1369'
 GL1369'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 GL1369'HIGHWAYS 87 AND 54 IN DALHART, GO NORTHEAST ON U.S. HIGHWAY
 GL1369'54 FOR 4.5 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT,
 GL1369'ON A GRADED DIRT ROAD, AND GO 3.3 MILES TO A CROSS ROAD.
 GL1369'TURN RIGHT, EAST, AND GO 0.7 MILE TO A GATE ON THE LEFT JUST
 GL1369'SOUTH OF A WINDMILL AND A SHED.  TURN LEFT THROUGH GATE
 GL1369'AND GO 0.1 MILE, PASSING TO THE LEFT OF THE SHED.  TURN
 GL1369'RIGHT, EAST, AND GO 0.4 MILE ALONG THE NORTH SIDE OF THE
 GL1369'FENCE TO A FENCE CORNER.  TURN LEFT AND GO NORTH ALONG THE
 GL1369'FENCE LINE ON A TRACK ROAD FOR 1.8 MILES TO A WINDMILL.
 GL1369'CONTINUE NORTH ON A TRACK ROAD FOR 1.0 MILE TO A FENCE
 GL1369'CORNER AND THE AZIMUTH MARK.  TURN LEFT AND GO WEST ALONG
 GL1369'THE FENCE CORNER FOR 0.4 MILE TO THE STATION IN THE
 GL1369'FENCE LINE ON THE HIGHEST POINT OF THE LOW RIDGE.
 GL1369'
 GL1369'STATION MARK, STAMPED SCOTT 1953, IS A STANDARD DISK SET IN
 GL1369'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GL1369'PROJECTING 3 INCHES.  IT IS 3.0 FEET SOUTH OF THE FENCE
 GL1369'LINE AND 6.5 FEET WEST OF A WITNESS POST.
 GL1369'
 GL1369'REFERENCE MARK NUMBER 1, STAMPED SCOTT NO 1 1953, IS A
 GL1369'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GL1369'INCHES IN DIAMETER, FLUSH WITH THE GROUND AND AT THE SAME
 GL1369'ELEVATION AS THE STATION.  IT IS 12 INCHES SOUTH OF THE
 GL1369'FENCE LINE.
 GL1369'
 GL1369'REFERENCE MARK NUMBER 2, STAMPED SCOTT NO 2 1953, IS A
 GL1369'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GL1369'INCHES IN DIAMETER, FLUSH WITH THE GROUND AND 8 INCHES
 GL1369'LOWER THAN THE STATION.  IT IS 12 INCHES SOUTH OF THE FENCE
 GL1369'LINE.
 GL1369'
 GL1369'AZIMUTH MARK, STAMPED SCOTT 1953, IS A STANDARD DISK SET
 GL1369'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GL1369'AND PROJECTING 6 INCHES.  IT IS 14.0 FEET SOUTH OF THE FENCE
 GL1369'CORNER AND 12 INCHES WEST OF THE FENCE LINE.
 GL1369'
 GL1369'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GL1369
 GL1369                          STATION RECOVERY (1973)
 GL1369
 GL1369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WC)
 GL1369'STATION AND BOTH REFERENCE MARKS WERE ALL FOUND UPROOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0544 ***********************************************************************
 BO0544  DESIGNATION -  SCOTT
 BO0544  PID         -  BO0544
 BO0544  STATE/COUNTY-  TX/TERRELL
 BO0544  USGS QUAD   -  GEDDIS CANYON NW (1980)
 BO0544
 BO0544                         *CURRENT SURVEY CONTROL
 BO0544  ___________________________________________________________________
 BO0544* NAD 83(1993)-  30 22 45.71176(N)    101 53 17.09226(W)     ADJUSTED  
 BO0544* NAVD 88     -       767.2    (meters)    2517.     (feet)  VERTCON   
 BO0544  ___________________________________________________________________
 BO0544  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 BO0544  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 BO0544
 BO0544  HORZ ORDER  -  SECOND
 BO0544
 BO0544.The horizontal coordinates were established by classical geodetic methods
 BO0544.and adjusted by the National Geodetic Survey in February 1996..
 BO0544
 BO0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0544
 BO0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0544
 BO0544.The geoid height was determined by GEOID03.
 BO0544
 BO0544;                    North         East     Units Scale Factor Converg.
 BO0544;SPC TXSC     - 4,285,610.196   322,425.897   MT  1.00002915   -1 24 53.7
 BO0544;SPC TXSC     -14,060,372.78  1,057,825.63   sFT  1.00002915   -1 24 53.7
 BO0544;UTM  14      - 3,364,362.601   222,458.983   MT  1.00055040   -1 27 41.4
 BO0544
 BO0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0544!SPC TXSC     -   0.99988319  x   1.00002915  =   0.99991234
 BO0544!UTM  14      -   0.99988319  x   1.00055040  =   1.00043353
 BO0544
 BO0544|---------------------------------------------------------------------|
 BO0544| PID    Reference Object                     Distance      Geod. Az  |
 BO0544|                                                           dddmmss.s |
 BO0544| CI0445 SCOTT RM 1                           28.490 METERS 05208     |
 BO0544| CI0444 SCOTT AZ MK                                        2691547.9 |
 BO0544| CI0446 SCOTT RM 2                           18.360 METERS 30730     |
 BO0544|---------------------------------------------------------------------|
 BO0544
 BO0544                          SUPERSEDED SURVEY CONTROL
 BO0544
 BO0544  NAD 83(1986)-  30 22 45.69621(N)    101 53 17.09886(W) AD(       ) 2
 BO0544  NAD 27      -  30 22 45.04900(N)    101 53 15.63800(W) AD(       ) 2
 BO0544  NGVD 29 (07/19/86)  767.0    (m)         2516.     (f) VERT ANG       
 BO0544
 BO0544.Superseded values are not recommended for survey control.
 BO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0544.See file dsdata.txt to determine how the superseded data were derived.
 BO0544
 BO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU2245964363(NAD 83)
 BO0544_MARKER: DS = TRIANGULATION STATION DISK
 BO0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0544
 BO0544  HISTORY     - Date     Condition        Report By
 BO0544  HISTORY     - 1935     MONUMENTED       CGS
 BO0544  HISTORY     - 19780322 GOOD             RBNF
 BO0544
 BO0544                          STATION DESCRIPTION
 BO0544
 BO0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BO0544'STATION IS ABOUT 22 MILES SSW OF SHEFFIELD AND IS IN SECTION
 BO0544'224, BLOCK Y.  LOCATED ON THE HIGHEST POINT IN THE VICINITY
 BO0544'ON THE TOP OF A LONG E-W, SCRUB CEDAR-COVERED RIDGE.  IT IS
 BO0544'ABOUT 2 MILE E OF THE SHEFFIELD-DRYDEN ROAD AND IS ABOUT 1.15
 BO0544'MILES E OF A WINDMILL AND A CONCRETE TANK, LOCALLY KNOWN AS
 BO0544'SCOTTS OIL WELL.  IT IS ALSO ABOUT 0.15 MILE S OF A TRAIL.
 BO0544'THE MARK PROJECTS 6 INCHES.
 BO0544'
 BO0544'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 BO0544'DISKS SET IN CONCRETE.
 BO0544'
 BO0544'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 BO0544'BEDROCK.  REFERENCE MARK NO. 1
 BO0544'IS NE OF THE STATION AND IS FLUSH WITH THE GROUND.  REFERENCE
 BO0544'MARK NO. 2 IS WNW OF THE STATION AND IS FLUSH WITH THE GROUND.
 BO0544'
 BO0544'THE AZIMUTH MARK IS W OF THE STATION.  IT IS 52 FEET NE OF
 BO0544'THE NE PART OF THE CONCRETE TANK AND IS 225 FEET SSE OF THE
 BO0544'WINDMILL.  THE MARK PROJECTS 6 INCHES.
 BO0544'
 BO0544'THE STATION IS REACHED FROM SHEFFIELD BY GOING WESTERLY AND
 BO0544'SOUTHERLY ON THE DRYDEN ROAD 31.5 MILES.  LEAVE THE MAIN ROAD,
 BO0544'TURN LEFT, AND GO SOUTHEASTERLY ON A TRAIL 0.6 MILE TO TWO
 BO0544'BOARD GATES.  PASS THROUGH THE GATES AND GO EASTERLY 0.2
 BO0544'MILE.  TAKE THE RIGHT FORK AND GO 0.8 MILE.  LEAVE THE TRAIL
 BO0544'AND GO SOUTHERLY 0.15 MILE TO THE TOP OF THE RIDGE AND THE
 BO0544'STATION.
 BO0544'
 BO0544'A 10-FOOT STAND WILL CLEAR ALL LINES.
 BO0544
 BO0544                          STATION RECOVERY (1978)
 BO0544
 BO0544'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1978 (HJL)
 BO0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0993 ***********************************************************************
 GK0993  DESIGNATION -  SCOTT
 GK0993  PID         -  GK0993
 GK0993  STATE/COUNTY-  TX/LIPSCOMB
 GK0993  USGS QUAD   -  LIPSCOMB (1972)
 GK0993
 GK0993                         *CURRENT SURVEY CONTROL
 GK0993  ___________________________________________________________________
 GK0993* NAD 83(1993)-  36 09 21.53093(N)    100 15 40.00268(W)     ADJUSTED  
 GK0993* NAVD 88     -       811.     (meters)    2661.     (feet)  SCALED    
 GK0993  ___________________________________________________________________
 GK0993  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GK0993  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GK0993
 GK0993  HORZ ORDER  -  SECOND
 GK0993
 GK0993.The horizontal coordinates were established by classical geodetic methods
 GK0993.and adjusted by the National Geodetic Survey in February 1996..
 GK0993
 GK0993.The orthometric height was scaled from a topographic map.
 GK0993
 GK0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0993
 GK0993.The geoid height was determined by GEOID03.
 GK0993
 GK0993;                    North         East     Units Scale Factor Converg.
 GK0993;SPC TX N     - 1,239,884.270   311,478.724   MT  0.99999373   +0 43 04.7
 GK0993;SPC TX N     - 4,067,853.64  1,021,909.78   sFT  0.99999373   +0 43 04.7
 GK0993;UTM  14      - 4,001,985.858   386,560.426   MT  0.99975856   -0 44 38.8
 GK0993
 GK0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0993!SPC TX N     -   0.99987710  x   0.99999373  =   0.99987083
 GK0993!UTM  14      -   0.99987710  x   0.99975856  =   0.99963569
 GK0993
 GK0993:                Primary Azimuth Mark                     Grid Az
 GK0993:SPC TX N     -  FOLLETT BLACK MUNICIPAL TANK             019 08 20.3
 GK0993:UTM  14      -  FOLLETT BLACK MUNICIPAL TANK             020 36 03.8
 GK0993
 GK0993|---------------------------------------------------------------------|
 GK0993| PID    Reference Object                     Distance      Geod. Az  |
 GK0993|                                                           dddmmss.s |
 GK0993| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.32.1 KM 0195125.0 |
 GK0993| CL4026 SCOTT RM 2                            7.000 METERS 03146     |
 GK0993| CL4024 SCOTT AZ MK                                        2240241.1 |
 GK0993| CL4025 SCOTT RM 1                            4.962 METERS 29116     |
 GK0993|---------------------------------------------------------------------|
 GK0993
 GK0993                          SUPERSEDED SURVEY CONTROL
 GK0993
 GK0993  NAD 83(1993)-  36 09 21.53108(N)    100 15 40.00266(W) AD(       ) 2
 GK0993  NAD 83(1986)-  36 09 21.53735(N)    100 15 39.99100(W) AD(       ) 2
 GK0993  NAD 27      -  36 09 21.39600(N)    100 15 38.51700(W) AD(       ) 2
 GK0993
 GK0993.Superseded values are not recommended for survey control.
 GK0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0993.See file dsdata.txt to determine how the superseded data were derived.
 GK0993
 GK0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8656001986(NAD 83)
 GK0993_MARKER: DS = TRIANGULATION STATION DISK
 GK0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0993
 GK0993  HISTORY     - Date     Condition        Report By
 GK0993  HISTORY     - 1952     MONUMENTED       CGS
 GK0993
 GK0993                          STATION DESCRIPTION
 GK0993
 GK0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0993'STATION IS LOCATED ON A VERY PROMINENT KNOLL IN PASTURE LAND,
 GK0993'AIRLINE, ABOUT 13-1/2 MILES WEST NORTHWEST OF HIGGINS, 10 MILES
 GK0993'NORTH OF GLAZIER AND 5-1/2 MILES SOUTH OF LIPSCOMB.
 GK0993'
 GK0993'STATION IS REACHED AS FOLLOWS--FROM THE GENERAL STORE IN
 GK0993'THE CENTER OF LIPSCOMB, GO WEST FOR 0.25 MILE.  TURN LEFT ON
 GK0993'STATE HIGHWAY 305 AND GO SOUTH FOR 6.2 MILES TO A SIDE ROAD
 GK0993'LEFT AND THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.  TURN
 GK0993'LEFT, EAST, CROSS CATTLE GUARD, AND GO 0.3 MILE TO A Y FORK.
 GK0993'TAKE THE LEFT FORK AND GO NORTHEASTERLY FOR 0.5 MILE TO THE
 GK0993'SOUTHWEST CORNER OF A CULTIVATED FIELD.  CONTINUE ALONG THE
 GK0993'WEST SIDE OF THE FENCE AND GO 0.4 MILE.  TURN RIGHT, EAST,
 GK0993'ALONG THE NORTH SIDE OF THE FIELD AND GO 0.2 MILE.  TURN
 GK0993'LEFT, NORTH, AND GO 0.2 MILE TO THE TOP OF THE KNOLL AND THE
 GK0993'STATION.
 GK0993'
 GK0993'STATION MARK, STAMPED SCOTT 1952, IS A STANDARD DISK SET IN
 GK0993'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0993'3 INCHES.  IT IS ON THE HIGHEST POINT OF THE KNOLL.
 GK0993'
 GK0993'REFERENCE MARK NUMBER 1, STAMPED SCOTT NO 1 1952, IS A STANDARD
 GK0993'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 GK0993'PROJECTS 4 INCHES AND IS 24 INCHES LOWER IN ELEVATION THAN
 GK0993'THE STATION.
 GK0993'
 GK0993'REFERENCE MARK NUMBER 2, STAMPED SCOTT NO 2 1952, IS A STANDARD
 GK0993'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 GK0993'PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 GK0993'
 GK0993'AZIMUTH MARK, STAMPED SCOTT 1952, IS A STANDARD DISK SET
 GK0993'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0993'4 INCHES.  IT IS 63 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GK0993'10 FEET NORTH OF THE CENTERLINE OF THE FARM ROAD AND 3 FEET
 GK0993'NORTHWEST OF A FENCE CORNER.
 GK0993'
 GK0993'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0175 ***********************************************************************
 DP0175  DESIGNATION -  SCOTT AZ MK RESET
 DP0175  PID         -  DP0175
 DP0175  STATE/COUNTY-  TX/DICKENS
 DP0175  USGS QUAD   -  AFTON (1981)
 DP0175
 DP0175                         *CURRENT SURVEY CONTROL
 DP0175  ___________________________________________________________________
 DP0175* NAD 83(1986)-  33 47 39.     (N)    100 50 48.     (W)     SCALED    
 DP0175* NAVD 88     -       811.55   (meters)    2662.6    (feet)  RESET     
 DP0175  ___________________________________________________________________
 DP0175  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DP0175
 DP0175  VERT ORDER  -  THIRD
 DP0175
 DP0175.The horizontal coordinates were scaled from a topographic map and have
 DP0175.an estimated accuracy of +/- 6 seconds.
 DP0175
 DP0175.The orthometric height was computed from unverified reset data.
 DP0175
 DP0175.The geoid height was determined by GEOID03.
 DP0175
 DP0175;                    North         East    Units  Estimated Accuracy
 DP0175;SPC TXNC     - 2,238,350.      382,710.      MT  (+/- 180 meters Scaled)
 DP0175
 DP0175                          SUPERSEDED SURVEY CONTROL
 DP0175
 DP0175.No superseded survey control is available for this station.
 DP0175
 DP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC290408(NAD 83)
 DP0175_MARKER: DB = BENCH MARK DISK
 DP0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0175_STAMPING: SCOTT RESET 1956
 DP0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0175+STABILITY: SURFACE MOTION
 DP0175
 DP0175  HISTORY     - Date     Condition        Report By
 DP0175  HISTORY     - 1956     MONUMENTED       CGS
 DP0175
 DP0175                          STATION DESCRIPTION
 DP0175
 DP0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DP0175'12.5 MI N FROM DICKENS.
 DP0175'ABOUT 12.5 MILES NORTH ALONG U.S.HIGHWAY NO. 70 FROM THE COURT HOUSE
 DP0175'IN DICKENS, IN THE APPROXIMATE EAST RIGHT-OF-WAY LINE OF THE HIGHWAY,
 DP0175'301 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING EAST FROM THE
 DP0175'HIGHWAY, 2 FEET SOUTH OF A CEDAR POST WHICH PROJECTS ABOUT 2 FEET.  A
 DP0175'STANDARD AZIMUTH DISK STAMPED SCOTT RESET 1956 IN A CONCRETE POST
 DP0175'WHICH PROJECTS ABOUT 3 INCHES.  THIS MARK IS IN THE EAST EDGE OF A
 DP0175'CULTIVATED FIELD AND MAY BECOME COVERED WITH DRIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0177 ***********************************************************************
 DP0177  DESIGNATION -  SCOTT RM 1
 DP0177  PID         -  DP0177
 DP0177  STATE/COUNTY-  TX/DICKENS
 DP0177  USGS QUAD   -  AFTON (1981)
 DP0177
 DP0177                         *CURRENT SURVEY CONTROL
 DP0177  ___________________________________________________________________
 DP0177* NAD 83(1986)-  33 48 45.     (N)    100 50 54.     (W)     SCALED    
 DP0177* NAVD 88     -       821.269  (meters)    2694.45   (feet)  ADJUSTED  
 DP0177  ___________________________________________________________________
 DP0177  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DP0177  DYNAMIC HT  -         820.260 (meters)    2691.14  (feet)  COMP
 DP0177  MODELED GRAV-     979,380.9   (mgal)                       NAVD 88
 DP0177
 DP0177  VERT ORDER  -  SECOND    CLASS 0
 DP0177
 DP0177.The horizontal coordinates were scaled from a topographic map and have
 DP0177.an estimated accuracy of +/- 6 seconds.
 DP0177
 DP0177.The orthometric height was determined by differential leveling
 DP0177.and adjusted by the National Geodetic Survey in June 1991..
 DP0177
 DP0177.The geoid height was determined by GEOID03.
 DP0177
 DP0177.The dynamic height is computed by dividing the NAVD 88
 DP0177.geopotential number by the normal gravity value computed on the
 DP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0177.degrees latitude (g = 980.6199 gals.).
 DP0177
 DP0177.The modeled gravity was interpolated from observed gravity values.
 DP0177
 DP0177;                    North         East    Units  Estimated Accuracy
 DP0177;SPC TXNC     - 2,240,390.      382,600.      MT  (+/- 180 meters Scaled)
 DP0177
 DP0177                          SUPERSEDED SURVEY CONTROL
 DP0177
 DP0177  NGVD 29 (??/??/92)  820.984  (m)         2693.51   (f) ADJ UNCH    2 0
 DP0177
 DP0177.Superseded values are not recommended for survey control.
 DP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0177.See file dsdata.txt to determine how the superseded data were derived.
 DP0177
 DP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC289429(NAD 83)
 DP0177_MARKER: DR = REFERENCE MARK DISK
 DP0177_SETTING: 0 = UNSPECIFIED SETTING
 DP0177_STAMPING: SCOTT NO 1 1935
 DP0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0177
 DP0177  HISTORY     - Date     Condition        Report By
 DP0177  HISTORY     - 1935     MONUMENTED       CGS
 DP0177  HISTORY     - 1938     GOOD             NGS
 DP0177
 DP0177                          STATION DESCRIPTION
 DP0177
 DP0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 DP0177'6.2 MI S FROM ROARING SPRINGS.
 DP0177'6.2 MILES SOUTH BY HIGHWAY.  ALONG HIGHWAY U.S. NO. 62.  278.1 FT.
 DP0177'WEST OF HIGHWAY.  2 1/4 MILES NORTH OF GLENN.  1 1/2 MILES SOUTH OF
 DP0177'MOTLEY-DICKENS COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0178 ***********************************************************************
 DP0178  DESIGNATION -  SCOTT RM 2
 DP0178  PID         -  DP0178
 DP0178  STATE/COUNTY-  TX/DICKENS
 DP0178  USGS QUAD   -  AFTON (1981)
 DP0178
 DP0178                         *CURRENT SURVEY CONTROL
 DP0178  ___________________________________________________________________
 DP0178* NAD 83(1986)-  33 48 45.     (N)    100 50 54.     (W)     SCALED    
 DP0178* NAVD 88     -       820.170  (meters)    2690.84   (feet)  ADJUSTED  
 DP0178  ___________________________________________________________________
 DP0178  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DP0178  DYNAMIC HT  -         819.163 (meters)    2687.54  (feet)  COMP
 DP0178  MODELED GRAV-     979,380.9   (mgal)                       NAVD 88
 DP0178
 DP0178  VERT ORDER  -  SECOND    CLASS 0
 DP0178
 DP0178.The horizontal coordinates were scaled from a topographic map and have
 DP0178.an estimated accuracy of +/- 6 seconds.
 DP0178
 DP0178.The orthometric height was determined by differential leveling
 DP0178.and adjusted by the National Geodetic Survey in June 1991..
 DP0178
 DP0178.The geoid height was determined by GEOID03.
 DP0178
 DP0178.The dynamic height is computed by dividing the NAVD 88
 DP0178.geopotential number by the normal gravity value computed on the
 DP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0178.degrees latitude (g = 980.6199 gals.).
 DP0178
 DP0178.The modeled gravity was interpolated from observed gravity values.
 DP0178
 DP0178;                    North         East    Units  Estimated Accuracy
 DP0178;SPC TXNC     - 2,240,390.      382,600.      MT  (+/- 180 meters Scaled)
 DP0178
 DP0178                          SUPERSEDED SURVEY CONTROL
 DP0178
 DP0178  NGVD 29 (??/??/92)  819.886  (m)         2689.91   (f) ADJ UNCH    2 0
 DP0178
 DP0178.Superseded values are not recommended for survey control.
 DP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0178.See file dsdata.txt to determine how the superseded data were derived.
 DP0178
 DP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC289429(NAD 83)
 DP0178_MARKER: DR = REFERENCE MARK DISK
 DP0178_SETTING: 0 = UNSPECIFIED SETTING
 DP0178_STAMPING: SCOTT NO 2 1935
 DP0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0178
 DP0178  HISTORY     - Date     Condition        Report By
 DP0178  HISTORY     - 1935     MONUMENTED       CGS
 DP0178  HISTORY     - 1938     GOOD             NGS
 DP0178
 DP0178                          STATION DESCRIPTION
 DP0178
 DP0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 DP0178'6.2 MI S FROM ROARING SPRINGS.
 DP0178'6.2 MILES SOUTH BY HIGHWAY.  ALONG HIGHWAY U.S. NO. 62.  350 FT. WEST
 DP0178'OF HIGHWAY.  2 1/4 MILES NORTH OF GLENN.  1 1/2 MILES SOUTH OF
 DP0178'MOTLEY-DICKENS LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1320 ***********************************************************************
 BZ1320  DESIGNATION -  SCOTT WHITE
 BZ1320  PID         -  BZ1320
 BZ1320  STATE/COUNTY-  TX/BELL
 BZ1320  USGS QUAD   -  TEMPLE (1993)
 BZ1320
 BZ1320                         *CURRENT SURVEY CONTROL
 BZ1320  ___________________________________________________________________
 BZ1320* NAD 83(1993)-  31 05 12.32103(N)    097 21 46.12570(W)     ADJUSTED  
 BZ1320* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 BZ1320  ___________________________________________________________________
 BZ1320  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 BZ1320  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BZ1320
 BZ1320  HORZ ORDER  -  FIRST
 BZ1320
 BZ1320.The horizontal coordinates were established by classical geodetic methods
 BZ1320.and adjusted by the National Geodetic Survey in February 1996..
 BZ1320
 BZ1320.The orthometric height was scaled from a topographic map.
 BZ1320
 BZ1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1320
 BZ1320.The geoid height was determined by GEOID03.
 BZ1320
 BZ1320;                    North         East     Units Scale Factor Converg.
 BZ1320;SPC TX C     - 3,161,207.843   983,373.333   MT  0.99988285   +1 31 48.0
 BZ1320;SPC TX C     -10,371,396.06  3,226,284.01   sFT  0.99988285   +1 31 48.0
 BZ1320;UTM  14      - 3,440,368.937   656,164.141   MT  0.99990082   +0 50 43.8
 BZ1320
 BZ1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1320!SPC TX C     -   0.99996906  x   0.99988285  =   0.99985191
 BZ1320!UTM  14      -   0.99996906  x   0.99990082  =   0.99986988
 BZ1320
 BZ1320|---------------------------------------------------------------------|
 BZ1320| PID    Reference Object                     Distance      Geod. Az  |
 BZ1320|                                                           dddmmss.s |
 BZ1320| CV6283 SCOTT WHITE RM 1                     28.246 METERS 10056     |
 BZ1320| CV6281 SCOTT WHITE AZ MK 1                                1083815.6 |
 BZ1320| BZ1314 TEMPLE CITY SW WATER TANK           APPROX. 1.3 KM 1113822.2 |
 BZ1320| CV6284 SCOTT WHITE RM 2                     20.133 METERS 19623     |
 BZ1320| CV6282 SCOTT WHITE AZ MK 2                                1991137.0 |
 BZ1320|---------------------------------------------------------------------|
 BZ1320
 BZ1320                          SUPERSEDED SURVEY CONTROL
 BZ1320
 BZ1320  NAD 83(1986)-  31 05 12.33058(N)    097 21 46.11016(W) AD(       ) 1
 BZ1320  NAD 27      -  31 05 11.67790(N)    097 21 45.09160(W) AD(       ) 1
 BZ1320
 BZ1320.Superseded values are not recommended for survey control.
 BZ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1320.See file dsdata.txt to determine how the superseded data were derived.
 BZ1320
 BZ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5616440369(NAD 83)
 BZ1320_MARKER: DS = TRIANGULATION STATION DISK
 BZ1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1320+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1320
 BZ1320  HISTORY     - Date     Condition        Report By
 BZ1320  HISTORY     - 1961     MONUMENTED       CGS
 BZ1320  HISTORY     - 1984     GOOD             TXHD
 BZ1320  HISTORY     - 19910403 GOOD             USPSQD
 BZ1320  HISTORY     - 19950716 GOOD             USPSQD
 BZ1320  HISTORY     - 20010317 GOOD             USPSQD
 BZ1320  HISTORY     - 20030507 GOOD             JCLS
 BZ1320  HISTORY     - 20050726 GOOD             USPSQD
 BZ1320
 BZ1320                          STATION DESCRIPTION
 BZ1320
 BZ1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ1320'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 BZ1320'
 BZ1320'THE STATION IS APPROXIMATELY 2 MILES SOUTHWEST OF THE CENTER OF
 BZ1320'TEMPLE, ON THE EAST RIGHT-OF-WAY OF FARM ROAD 1741 WHICH IS
 BZ1320'SOUTH 31ST STREET, AND 1/2 MILE NORTH OF THE PROPOSED SITE FOR
 BZ1320'THE SCOTT-WHITE MEMORIAL HOSPITAL.
 BZ1320'
 BZ1320'TO REACH THE STATION FROM THE MAIN HIGHWAY INTERSECTION AT THE
 BZ1320'NORTHWEST CORNER OF THE SQUARE IN TEMPLE, GO WEST ON WEST ADAMS
 BZ1320'STREET WHICH IS BUSINESS ROUTE U.S. HIGHWAY 81 FOR 0.9 MILE TO
 BZ1320'SOUTH 31ST STREET AND THE FIRST LUTHERAN CHURCH ON THE LEFT.
 BZ1320'TURN LEFT, SOUTH, ON SOUTH 31ST STREET FOR 1.0 MILE TO WEST
 BZ1320'AVENUE M.  CONTINUE STRAIGHT AHEAD, SOUTH, ON SOUTH 31ST
 BZ1320'STREET FOR 0.1 MILE TO A HOUSE, NO. 1412, ON THE RIGHT AND THE
 BZ1320'STATION ON THE LEFT.  (CONTINUE SOUTH ON SOUTH 31ST STREET FOR
 BZ1320'0.6 MILE TO AZIMUTH MARK NO. 2 ON THE RIGHT.)
 BZ1320'
 BZ1320'STATION MARKS ARE STANDARD DISKS STAMPED SCOTT WHITE 1961.  THE
 BZ1320'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 6 INCHES
 BZ1320'BELOW THE SURFACE OF THE GROUND.  IT IS 34 FEET EAST OF THE
 BZ1320'CENTER OF SOUTH 31ST STREET, 13 FEET SOUTH OF A T-FENCE CORNER, 2
 BZ1320'FEET SOUTH OF A METAL WITNESS POST AND 6 INCHES WEST OF A FENCE.
 BZ1320'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 BZ1320'INCHES BELOW THE SURFACE OF THE GROUND.
 BZ1320'
 BZ1320'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SCOTT WHITE NO 1
 BZ1320'1961, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 BZ1320'SURFACE OF THE GROUND.  IT IS 92 FEET EAST OF THE T-FENCE CORNER
 BZ1320'AND 1 FOOT SOUTH OF A PROPERTY LINE FENCE.
 BZ1320'
 BZ1320'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SCOTT WHITE NO 2
 BZ1320'1961, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 BZ1320'SURFACE OF THE GROUND.  IT IS 79 FEET SOUTH OF THE T-FENCE
 BZ1320'CORNER, 34.5 FEET EAST OF THE CENTER OF SOUTH 31ST STREET
 BZ1320'AND 1 FOOT WEST OF THE FENCE.
 BZ1320'
 BZ1320'AZIMUTH MARK NO. 1, A STANDARD DISK STAMPED SCOTT WHITE NO 1
 BZ1320'1961, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 BZ1320'SURFACE OF THE GROUND.  IT IS 43 FEET NORTHEAST OF THE NORTHEAST
 BZ1320'CORNER OF A HOUSE, NO. 1502, 31 FEET WEST OF THE CENTER OF SOUTH
 BZ1320'9TH STREET, 22 FEET SOUTH OF THE CENTER OF WEST AVENUE O, 5
 BZ1320'FEET EAST OF THE EAST EDGE OF A SIDEWALK AND IN A LAWN BETWEEN
 BZ1320'THE SIDEWALK AND THE CURB.
 BZ1320'
 BZ1320'AZIMUTH MARK NO. 2, A STANDARD DISK STAMPED SCOTT WHITE NO 2
 BZ1320'1961, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 BZ1320'SURFACE OF THE GROUND.  IT IS 34 FEET WEST OF THE CENTER OF
 BZ1320'SOUTH 31ST STREET, 5.5 FEET EAST OF A FENCE, 3 FEET EAST OF
 BZ1320'A TELEPHONE POLE AND 2.5 FEET EAST OF A METAL WITNESS POST.
 BZ1320'
 BZ1320'TO REACH AZIMUTH MARK NO. 1 FROM THE STATION, GO NORTH ON SOUTH
 BZ1320'31ST STREET FOR 0.1 MILE TO WEST AVENUE M.  TURN RIGHT AND GO
 BZ1320'EAST ON WEST AVENUE M FOR 0.7 MILE TO SOUTH 9TH STREET.  TURN
 BZ1320'RIGHT AND GO SOUTH ON SOUTH 9TH STREET FOR 0.1 MILE TO THE
 BZ1320'AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF SOUTH
 BZ1320'9TH STREET AND WEST AVENUE O.
 BZ1320'
 BZ1320'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BZ1320
 BZ1320                          STATION RECOVERY (1984)
 BZ1320
 BZ1320'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (WEH)
 BZ1320'STATION RECOVERED IN GOOD CONDITION.  AZIMUTH MARKS AND REFERENCE
 BZ1320'MARKS NOT SEARCHED FOR.
 BZ1320
 BZ1320                          STATION RECOVERY (1991)
 BZ1320
 BZ1320'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1320'RECOVERED IN GOOD CONDITION.
 BZ1320
 BZ1320                          STATION RECOVERY (1995)
 BZ1320
 BZ1320'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1320'RECOVERED IN GOOD CONDITION.
 BZ1320
 BZ1320                          STATION RECOVERY (2001)
 BZ1320
 BZ1320'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1320'RECOVERED IN GOOD CONDITION.
 BZ1320
 BZ1320                          STATION RECOVERY (2003)
 BZ1320
 BZ1320'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BZ1320'RECOVERED IN GOOD CONDITION.
 BZ1320
 BZ1320                          STATION RECOVERY (2005)
 BZ1320
 BZ1320'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7300 ***********************************************************************
 AC7300  DESIGNATION -  SCRANK
 AC7300  PID         -  AC7300
 AC7300  STATE/COUNTY-  TX/HAMILTON
 AC7300  USGS QUAD   -  HAMILTON EAST (1979)
 AC7300
 AC7300                         *CURRENT SURVEY CONTROL
 AC7300  ___________________________________________________________________
 AC7300* NAD 83(1993)-  31 37 33.05076(N)    098 01 20.87445(W)     ADJUSTED  
 AC7300* NAVD 88     -       362.5    (meters)    1189.     (feet)  VERTCON   
 AC7300  ___________________________________________________________________
 AC7300  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AC7300  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AC7300
 AC7300  HORZ ORDER  -  THIRD
 AC7300
 AC7300.The horizontal coordinates were established by classical geodetic methods
 AC7300.and adjusted by the National Geodetic Survey in March 1997..
 AC7300
 AC7300.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7300
 AC7300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7300
 AC7300.The geoid height was determined by GEOID03.
 AC7300
 AC7300;                    North         East     Units Scale Factor Converg.
 AC7300;SPC TX C     - 3,219,467.511   919,214.552   MT  0.99994097   +1 11 24.8
 AC7300;SPC TX C     -10,562,536.33  3,015,789.74   sFT  0.99994097   +1 11 24.8
 AC7300;UTM  14      - 3,499,379.653   592,708.411   MT  0.99970600   +0 30 45.5
 AC7300
 AC7300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7300!SPC TX C     -   0.99994730  x   0.99994097  =   0.99988827
 AC7300!UTM  14      -   0.99994730  x   0.99970600  =   0.99965331
 AC7300
 AC7300                          SUPERSEDED SURVEY CONTROL
 AC7300
 AC7300  NGVD 29 (03/17/97)  362.4    (m)         1189.     (f) VERT ANG       
 AC7300
 AC7300.Superseded values are not recommended for survey control.
 AC7300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7300.See file dsdata.txt to determine how the superseded data were derived.
 AC7300
 AC7300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9270899380(NAD 83)
 AC7300_MARKER: DS = TRIANGULATION STATION DISK
 AC7300
 AC7300  HISTORY     - Date     Condition        Report By
 AC7300  HISTORY     - 1955     MONUMENTED       USGS
 AC7300  HISTORY     - 20010317 GOOD             USPSQD
 AC7300
 AC7300                          STATION DESCRIPTION
 AC7300
 AC7300'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7300'STATION IS LOCATED 1.2 MI. SE. OF ALEMAN ON A LOW HILL COVERED WITH
 AC7300'FARM BUILDINGS, ON LAND OWNED BY MR. H. B. SCRANK, ABOUT 155 FT. NW.
 AC7300'OF THE GARAGE.
 AC7300'TO REACH FROM THE POST OFFICE IN HAMILTON, GO N. 1/2 BLOCK TO STATE
 AC7300'HIGHWAY 36 (MAINE STREET), GO RIGHT (E.) ON HIGHWAY 36 FOR 0.2 MI. TO
 AC7300'JUNCTION OF 36 AND FARM ROAD 932, TURN RIGHT (S.) ON FARM ROAD 932 AND
 AC7300'GO 1.35 MI. TO JUNCTION OF FARM ROAD 932 AND 1241, GO LEFT (SE.) ON
 AC7300'932 FOR 5.9 MI. TO ALEMAN, CONTINUE ON E. ON 932 FOR 1.15 MI. TO
 AC7300'T-DRIVE E., GO LEFT (E.) ON DRIVE FOR 0.2 MI. TO FARM HOUSE AND
 AC7300'STATION SITE.
 AC7300'STATION MARK--A STANDARD TABLET STAMPED---SCRANK 1955---, SET IN TOP
 AC7300'OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 AC7300'REFERENCE MARK NO. 1--A CHISELED CROSS ON THE W. RIM OF A STOCK TANK,
 AC7300'115.02 FT. FROM THE STATION MARK 300 DEGREES 21 MINUTES, NW.
 AC7300'REFERENCE MARK NO. 2--A CHISELED CROSS IN FOUNDATION AT NW. CORNER OF
 AC7300'BUILDING, 156.89 FT. FROM STATION MARK 335 DEGREES 59 MINUTES, NW.
 AC7300
 AC7300                          STATION RECOVERY (2001)
 AC7300
 AC7300'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 AC7300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1008 ***********************************************************************
 CD1008  DESIGNATION -  SCRATCH
 CD1008  PID         -  CD1008
 CD1008  STATE/COUNTY-  TX/HUDSPETH
 CD1008  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD1008
 CD1008                         *CURRENT SURVEY CONTROL
 CD1008  ___________________________________________________________________
 CD1008* NAD 83(1993)-  31 38 52.60712(N)    105 13 28.08887(W)     ADJUSTED  
 CD1008* NAVD 88     -      1237.     (meters)    4058.     (feet)  SCALED    
 CD1008  ___________________________________________________________________
 CD1008  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CD1008  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 CD1008
 CD1008  HORZ ORDER  -  FIRST
 CD1008
 CD1008.The horizontal coordinates were established by classical geodetic methods
 CD1008.and adjusted by the National Geodetic Survey in February 1996..
 CD1008
 CD1008.The orthometric height was scaled from a topographic map.
 CD1008
 CD1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1008
 CD1008.The geoid height was determined by GEOID03.
 CD1008
 CD1008;                    North         East     Units Scale Factor Converg.
 CD1008;SPC TX C     - 3,229,837.850   236,238.840   MT  0.99994524   -2 31 09.2
 CD1008;SPC TX C     -10,596,559.68    775,060.26   sFT  0.99994524   -2 31 09.2
 CD1008;UTM  13      - 3,501,436.167   478,717.054   MT  0.99960559   -0 07 04.0
 CD1008
 CD1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1008!SPC TX C     -   0.99980943  x   0.99994524  =   0.99975468
 CD1008!UTM  13      -   0.99980943  x   0.99960559  =   0.99941510
 CD1008
 CD1008:                Primary Azimuth Mark                     Grid Az
 CD1008:SPC TX C     -  SCRATCH AZ MK                            032 03 28.9
 CD1008:UTM  13      -  SCRATCH AZ MK                            029 39 23.7
 CD1008
 CD1008|---------------------------------------------------------------------|
 CD1008| PID    Reference Object                     Distance      Geod. Az  |
 CD1008|                                                           dddmmss.s |
 CD1008| CI0447 SCRATCH AZ MK                                      0293219.7 |
 CD1008| CI0448 SCRATCH RM 1                         20.700 METERS 22950     |
 CD1008| CD1012 EL PASO FORT WORTH AWY BCN 6        APPROX.19.0 KM 3204158.1 |
 CD1008| CI0449 SCRATCH RM 2                         20.220 METERS 32559     |
 CD1008|---------------------------------------------------------------------|
 CD1008
 CD1008                          SUPERSEDED SURVEY CONTROL
 CD1008
 CD1008  NAD 83(1986)-  31 38 52.60835(N)    105 13 28.08617(W) AD(       ) 1
 CD1008  NAD 27      -  31 38 52.18900(N)    105 13 26.25500(W) AD(       ) 1
 CD1008
 CD1008.Superseded values are not recommended for survey control.
 CD1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1008.See file dsdata.txt to determine how the superseded data were derived.
 CD1008
 CD1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR7871701436(NAD 83)
 CD1008_MARKER: DS = TRIANGULATION STATION DISK
 CD1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1008
 CD1008  HISTORY     - Date     Condition        Report By
 CD1008  HISTORY     - 1934     MONUMENTED       CGS
 CD1008
 CD1008                          STATION DESCRIPTION
 CD1008
 CD1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1008'THIRTEEN AND ONE-HALF MILES, AIRLINE, SOUTHWEST OF ABLES POST
 CD1008'OFFICE, WHICH IS 3 MILES NORTH OF U.S. HIGHWAY 62, ON TOP
 CD1008'OF A ROUNDED MESA, COVERED WITH GREASEWOOD.  ANTELOPE HILL
 CD1008'BEARS 264 DEGREES MAGNETIC AND BLACK MOUNTAIN BEARS 124 DEGREES
 CD1008'MAGNETIC.
 CD1008'
 CD1008'TO REACH FROM THE SALT FLAT SERVICE STATION GO WEST ON U.S.
 CD1008'HIGHWAY 62 FOR 3.1 MILES AND JUST BEFORE REACHING A CATTLE
 CD1008'GUARD ACROSS THE HIGHWAY TURN LEFT (SOUTH) AND FOLLOW A DIRT
 CD1008'ROAD ALONG FENCE FOR 0.3 MILE, FROM THIS POINT CONTINUE STRAIGHT
 CD1008'AHEAD FOR 0.95 MILE TO A WINDMILL AND TANK, PASS TO THE SOUTH OF
 CD1008'THE TANK AND FOLLOW ROAD SOUTHWEST FOR 1.3 MILES TO A WIRE
 CD1008'GATE, PASS THROUGH THE GATE AND FOLLOW THE MAIN TRAVELED ROAD
 CD1008'SOUTHWEST FOR 4.1 MILES, PASS CROSSROADS AND CONTINUE STRAIGHT
 CD1008'AHEAD FOR 1.6 MILES, HERE TURN OFF THE ROAD AND HEAD TOWARDS
 CD1008'BLACK MOUNTAIN ACROSS MESA FOR 0.2 MILE TO THE STATION.
 CD1008'WATER AT SALT FLAT SERVICE STATION.  SUPPLIES AT EL PASO.
 CD1008'
 CD1008'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CD1008'BRONZE DISKS SET IN CONCRETE.
 CD1008'11A AND 11A RESPECTIVELY.  ALL MARKS PROJECT APPROXIMATELY
 CD1008'4 INCHES ABOVE GROUND.
 CD1008'
 CD1008'AZIMUTH MARK IS 50.1 FEET EAST OF THE ROAD AND NORTH-NORTHEAST
 CD1008'OF THE STATION.
 CD1008'
 CD1008'THE POINTED CONE-SHAPED PEAK IS NORTHWEST OF THE STATION IN
 CD1008'THE SIERRA TINAJA PINTA MOUNTAINS.
 CD1008'
 CD1008'A 4-FOOT STAND CLEARS ALL LINES, EXCEPT LINE TO STATION NORTON.
 CD1008'
 CD1008'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0911 ***********************************************************************
 CD0911  DESIGNATION -  SCREWBEAN
 CD0911  PID         -  CD0911
 CD0911  STATE/COUNTY-  TX/CULBERSON
 CD0911  USGS QUAD   -  SCREW BEAN DRAW WEST (1973)
 CD0911
 CD0911                         *CURRENT SURVEY CONTROL
 CD0911  ___________________________________________________________________
 CD0911* NAD 83(1993)-  31 51 02.82781(N)    104 10 46.83613(W)     ADJUSTED  
 CD0911* NAVD 88     -      1117.0    (meters)    3665.     (feet)  VERTCON   
 CD0911  ___________________________________________________________________
 CD0911  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CD0911  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CD0911
 CD0911  HORZ ORDER  -  FIRST
 CD0911
 CD0911.The horizontal coordinates were established by classical geodetic methods
 CD0911.and adjusted by the National Geodetic Survey in February 1996..
 CD0911
 CD0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0911
 CD0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0911
 CD0911.The geoid height was determined by GEOID03.
 CD0911
 CD0911;                    North         East     Units Scale Factor Converg.
 CD0911;SPC TX C     - 3,248,424.226   336,035.213   MT  0.99999142   -1 58 51.9
 CD0911;SPC TX C     -10,657,538.48  1,102,475.53   sFT  0.99999142   -1 58 51.9
 CD0911;UTM  13      - 3,524,189.787   577,610.325   MT  0.99967428   +0 25 58.5
 CD0911
 CD0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0911!SPC TX C     -   0.99982859  x   0.99999142  =   0.99982001
 CD0911!UTM  13      -   0.99982859  x   0.99967428  =   0.99950292
 CD0911
 CD0911:                Primary Azimuth Mark                     Grid Az
 CD0911:SPC TX C     -  BDRY MI COR 61 ECC 1922                  024 15 35.8
 CD0911:UTM  13      -  BDRY MI COR 61 ECC 1922                  021 50 45.4
 CD0911
 CD0911|---------------------------------------------------------------------|
 CD0911| PID    Reference Object                     Distance      Geod. Az  |
 CD0911|                                                           dddmmss.s |
 CD0911| CD0907 BDRY MI COR 61 ECC 1922             APPROX.17.6 KM 0221643.9 |
 CD0911| CI0450 SCREWBEAN RM 1                                     10851     |
 CD0911| CI0451 SCREWBEAN RM 2                                     23432     |
 CD0911|---------------------------------------------------------------------|
 CD0911
 CD0911                          SUPERSEDED SURVEY CONTROL
 CD0911
 CD0911  NAD 83(1993)-  31 51 02.82734(N)    104 10 46.83528(W) AD(       ) 1
 CD0911  NAD 83(1986)-  31 51 02.82791(N)    104 10 46.83383(W) AD(       ) 1
 CD0911  NAD 27      -  31 51 02.38900(N)    104 10 45.07800(W) AD(       ) 1
 CD0911  NGVD 29 (07/19/86) 1116.5    (m)         3663.     (f) VERT ANG       
 CD0911
 CD0911.Superseded values are not recommended for survey control.
 CD0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0911.See file dsdata.txt to determine how the superseded data were derived.
 CD0911
 CD0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER7761024190(NAD 83)
 CD0911_MARKER: Z = SEE DESCRIPTION
 CD0911_SETTING: 66 = SET IN ROCK OUTCROP
 CD0911
 CD0911  HISTORY     - Date     Condition        Report By
 CD0911  HISTORY     - 1922     MONUMENTED       CGS
 CD0911  HISTORY     - 1931     GOOD             CGS
 CD0911
 CD0911                          STATION DESCRIPTION
 CD0911
 CD0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CD0911'STATION IS 11 MILES S OF THE TEXAS-NEW MEXICO STATE LINE,
 CD0911'4-1/2 MILES S FROM THE REYNOLDS FORD ON THE DELAWARE CREEK,
 CD0911'WHICH FORD IS 14 MILES DUE W FROM ANGELES, A STATION ON THE PECOS
 CD0911'RIVER BRANCH OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 5
 CD0911'MILES W FROM THE ALEXANDER RANCH AT SCREWBEAN SPRINGS, 3/4 MILE
 CD0911'N OF THE ROAD LEADING FROM SCREWBEAN SPRINGS THROUGH THE GAP TO
 CD0911'DELAWARE CREEK, ON THE HIGHEST POINT OF THE SCREWBEAN HILLS,
 CD0911'AND 1/2 MILE NE OF A CAIRN ON A PROMINENT HILL JUST N OF THE
 CD0911'ROAD IN THE GAP.
 CD0911'
 CD0911'STATION IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN A
 CD0911'FLAT STONE, 18 BY 36 INCHES, FLUSH WITH GROUND.
 CD0911'
 CD0911'TWO REFERENCE MARKS WERE SET, STANDARD BRONZE DISKS IN DRILL
 CD0911'HOLES IN OUTCROPPING BEDROCK.  NO. 1 IS 28.630 METERS (93.93
 CD0911'FEET) FROM STATION S 71 DEG 09 MIN E.  NO. 2 IS 9.195
 CD0911'METERS (30.17 FEET) FROM STATION, S 54 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1204 ***********************************************************************
 AH1204  DESIGNATION -  SCRUB 1933
 AH1204  PID         -  AH1204
 AH1204  STATE/COUNTY-  TX/NUECES
 AH1204  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1204
 AH1204                         *CURRENT SURVEY CONTROL
 AH1204  ___________________________________________________________________
 AH1204* NAD 83(1993)-  27 37 22.21031(N)    097 13 31.77435(W)     ADJUSTED  
 AH1204* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1204  ___________________________________________________________________
 AH1204  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AH1204  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AH1204
 AH1204  HORZ ORDER  -  THIRD
 AH1204
 AH1204.The horizontal coordinates were established by classical geodetic methods
 AH1204.and adjusted by the National Geodetic Survey in February 1996..
 AH1204
 AH1204.The orthometric height was scaled from a topographic map.
 AH1204
 AH1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1204
 AH1204.The geoid height was determined by GEOID03.
 AH1204
 AH1204;                    North         East     Units Scale Factor Converg.
 AH1204;SPC TX S     - 5,217,366.694   425,788.684   MT  0.99995347   +0 34 43.1
 AH1204;SPC TX S     -17,117,310.56  1,396,941.71   sFT  0.99995347   +0 34 43.1
 AH1204;UTM  14      - 3,056,680.553   675,093.795   MT  0.99997843   +0 49 22.7
 AH1204
 AH1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1204!SPC TX S     -   1.00000377  x   0.99995347  =   0.99995724
 AH1204!UTM  14      -   1.00000377  x   0.99997843  =   0.99998220
 AH1204
 AH1204:                Primary Azimuth Mark                     Grid Az
 AH1204:SPC TX S     -  CORPUS CHRI PORT ISABEL LT 3             000 45 57.0
 AH1204:UTM  14      -  CORPUS CHRI PORT ISABEL LT 3             000 31 17.4
 AH1204
 AH1204|---------------------------------------------------------------------|
 AH1204| PID    Reference Object                     Distance      Geod. Az  |
 AH1204|                                                           dddmmss.s |
 AH1204| AH1219 CORPUS CHRI PORT ISABEL LT 3        APPROX. 7.4 KM 0012040.1 |
 AH1204| AH1212 SCRUB 2 1968                        109.618 METERS 02209     |
 AH1204| AH1299 CORPUS CHRI PORT ISABEL LT 45       APPROX.12.4 KM 2132623.3 |
 AH1204| AH1298 CORPUS CHRI PORT ISABEL LT 39       APPROX. 9.7 KM 2154554.8 |
 AH1204| AH1284 CORPUS CHRI PORT ISABEL LT 33       APPROX. 7.0 KM 2195432.1 |
 AH1204| AH1208 CORPUS CHRI P ISABEL RG A R LT      APPROX. 2.7 KM 2273602.8 |
 AH1204| AH1285 CORPUS CHRI PORT ISABEL LT 27       APPROX. 4.4 KM 2285908.7 |
 AH1204| AH1206 CORPUS CHRI PORT ISABEL LT 21       APPROX. 2.2 KM 2584227.9 |
 AH1204| AH1241 FLOUR BLUFF SCHOOL CUPOLA           APPROX. 7.5 KM 2910203.5 |
 AH1204| AH1221 CORPUS CHRI P ISABEL RG A F LT      APPROX. 1.8 KM 3120731.4 |
 AH1204| AH1247 FLOUR BLUFF WTR DIST STOR TK        APPROX. 6.8 KM 3134550.1 |
 AH1204| AH1269 CORPUS CHRI NAS S RADIO TR          APPROX. 7.8 KM 3282854.1 |
 AH1204| AH1220 CORPUS CHRI PORT ISABEL LT 15       APPROX. 2.2 KM 3305615.2 |
 AH1204| AH1239 CORPUS CHRISTI NAS WATER TANK       APPROX. 9.0 KM 3314504.6 |
 AH1204| AH1260 US NAVAL AIR STA BOQ PWR STK        APPROX. 8.3 KM 3363544.9 |
 AH1204| AH1217 CORPUS CHRI PORT ISABEL LT 9        APPROX. 4.8 KM 3544641.3 |
 AH1204|---------------------------------------------------------------------|
 AH1204
 AH1204                          SUPERSEDED SURVEY CONTROL
 AH1204
 AH1204  NAD 83(1986)-  27 37 22.21975(N)    097 13 31.74906(W) AD(       ) 3
 AH1204  NAD 27      -  27 37 21.08400(N)    097 13 30.78800(W) AD(       ) 3
 AH1204
 AH1204.Superseded values are not recommended for survey control.
 AH1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1204.See file dsdata.txt to determine how the superseded data were derived.
 AH1204
 AH1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7509456681(NAD 83)
 AH1204_MARKER: DS = TRIANGULATION STATION DISK
 AH1204_SETTING: 0 = UNSPECIFIED SETTING
 AH1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1204
 AH1204  HISTORY     - Date     Condition        Report By
 AH1204  HISTORY     - 1933     MONUMENTED       CGS
 AH1204  HISTORY     - 1938     GOOD             CGS
 AH1204  HISTORY     - 1949     GOOD             CGS
 AH1204  HISTORY     - 1958     GOOD             SHELL
 AH1204  HISTORY     - 1968     GOOD             CGS
 AH1204  HISTORY     - 1968     GOOD             CGS
 AH1204  HISTORY     - 1968     GOOD             CGS
 AH1204  HISTORY     - 20010727 MARK NOT FOUND   USPSQD
 AH1204
 AH1204                          STATION DESCRIPTION
 AH1204
 AH1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1204'ON PADRE ISLAND, ABOUT 1 MILE BACK FROM E SHORE OF LAGUNA
 AH1204'MADRE, 1.5 MILES S OF NE END OF CORPUS CHRISTI PASS, AND
 AH1204'0.75 MILE S OF SE END OF CORPUS CHRISTI PASS.  STATION IS
 AH1204'ON MOST PROMINENT SAND DUNE IN LOCALITY, COVERED WITH SCRUB
 AH1204'OAK AND HAVING A BLACK APPEARANCE FROM THE DISTANCE.
 AH1204'
 AH1204'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT
 AH1204'THE CENTER OF THE TOP OF A 4-INCH IRON PIPE WITH A 6-INCH
 AH1204'FLANGE AT THE TOP.  UNDERGROUND MARK IS A BRONZE STATION
 AH1204'DISK SET IN CONCRETE.
 AH1204'
 AH1204'NO REFERENCE MARK WAS SET.
 AH1204'
 AH1204'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--BARN
 AH1204'OWNED BY PAT DUNN (APPROXIMATELY 0.5 MILE DISTANT), 51 DEG.
 AH1204'RANCH HOUSE OWNED BY PAT DUNN (APPROX. 0.5 MILE DISTANT),
 AH1204'54 DEG.  E END OF DON PATRICIO CAUSEWAY (APPROX. 1 MILE
 AH1204'DISTANT), 327 DEG.
 AH1204'
 AH1204'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AH1204
 AH1204                          STATION RECOVERY (1938)
 AH1204
 AH1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1204'STATION WAS RECOVERED IN GOOD CONDITION.
 AH1204'
 AH1204'STATION IS LOCATED NEAR THE N END OF PADRE ISLAND, ABOUT
 AH1204'1 MILE INLAND FROM THE SHORE OF LAGUNA MADRE, AND ABOUT 1/2
 AH1204'MILE SW OF A GROUP OF RANCH BUILDINGS.  IT IS ON A PROMINENT
 AH1204'SAND DUNE COVERED BY A THICK GROWTH OF SCRUB OAK.
 AH1204'
 AH1204'STATION IS MARKED BY A BRONZE DISK SET IN THE CENTER OF A
 AH1204'4-INCH SECTION OF PIPE EMBEDDED IN THE SAND.  THE MARK WAS
 AH1204'COVERED BY ABOUT 6 INCHES OF BARE SAND.
 AH1204'
 AH1204'THERE ARE NO REFERENCE MARKS.
 AH1204
 AH1204                          STATION RECOVERY (1949)
 AH1204
 AH1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1204'STATION IS ABOUT 0.8 MILE S OF THE N END OF PADRE ISLAND,
 AH1204'1/2 MILE S OF THE SE END OF THE NAVY CRASH BOAT CHANNEL
 AH1204'(ALSO THE E END OF FORMER DON PATRICIO CAUSEWAY AND E END
 AH1204'OF PROPOSED NEW COUNTY CAUSEWAY), 1/2 MILE SW OF A GROUP OF
 AH1204'FARM BUILDINGS, ABOUT 1,700 FEET ESE OF THE E SHORE OF LAGUNA
 AH1204'MADRE, ON TOP OF THE MORE E OF TWO SAND DUNES (ABOUT 450
 AH1204'FEET APART), BOTH COVERED WITH SCRUB OAK AND HERONS NESTS.
 AH1204'
 AH1204'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN AT THE STATION--NAVAL
 AH1204'AIR STATION WATER TANK - 324 DEG.  SE END OF NAVY CRASH
 AH1204'BOAT CHANNEL - 340 DEG.  AND THE DUNN RANCH HOUSE - 54 DEG.
 AH1204'
 AH1204'STATION WAS FOUND 1.5 FEET BELOW THE SURFACE.
 AH1204
 AH1204                          STATION RECOVERY (1958)
 AH1204
 AH1204'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AH1204'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE
 AH1204'WITH THE FOLLOWING ADDITIONS--STATION IS LOCATED N34W
 AH1204'APPROXIMATELY 1/2 MILE FROM INTERSECTION OF PORT ARANSAS AND
 AH1204'CAUSEWAY ROADS AND S65W FROM THE OFFICE OF THE LOMA ALTA MOTEL
 AH1204'APPROXIMATELY 1/2 MILE.
 AH1204
 AH1204                          STATION RECOVERY (1968)
 AH1204
 AH1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1204'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE 1968
 AH1204'RECOVERY NOTE, BY G.M.W., IS ADEQUATE.
 AH1204
 AH1204                          STATION RECOVERY (1968)
 AH1204
 AH1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1204'STATION RECOVERED IN APPARENT GOOD CONDITION.  AN EXTENSIVE
 AH1204'CANAL-TYPE HOUSING DEVELOPMENT AND OIL WELL DRILLING OPERATIONS
 AH1204'ARE IN PROGRESS IN THE IMMEDIATE AREA.
 AH1204'
 AH1204'A NEW DESCRIPTION FOLLOWS--
 AH1204'
 AH1204'STATION IS LOCATED ON PADRE ISLAND ABOUT 3 MILES SOUTHWEST
 AH1204'OF CORPUS CHRISTI PASS AND ABOUT 1-1/2 MILES WEST OF THE
 AH1204'GULF BEACH ON A BRUSH COVERED SAND DUNE WHICH IS THE HIGHEST
 AH1204'IN THE IMMEDIATE AREA.
 AH1204'
 AH1204'TO REACH FROM THE INTERSECTION OF PADRE ISLAND BOULEVARD AND
 AH1204'THE PORT ARANSAS-PADRE ISLAND ROAD GO NORTH ON PADRE ISLAND
 AH1204'BOULEVARD FOR 0.3 MILE TO A SHELL ROAD, TURN LEFT OR WESTERLY
 AH1204'FOR 0.25 MILE TO THE STATION AS DESCRIBED AT THE TOP OF
 AH1204'THE DUNE TO THE RIGHT.
 AH1204'
 AH1204'THE STATION MARK IS A STANDARD TRIANGULATION DISK, STAMPED
 AH1204'SCRUB, 1933 SET IN CONCRETE AT THE CENTER OF A 4 INCH DIAMETER
 AH1204'IRON PIPE WITH A 6 INCH DIAMETER BELL AT THE TOP.  MARK
 AH1204'PRESENTLY PROJECTS 8 INCHES.  IT IS ABOUT 54 FEET NORTH OF
 AH1204'THE CENTERLINE OF THE SHELL ROAD.
 AH1204'
 AH1204'NO AZIMUTH OR REFERENCE MARKS EXIST.  STATION CRANE, 1933
 AH1204'IS VISIBLE FROM THE GROUND.
 AH1204'
 AH1204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 AH1204'SOUTH-SOUTHWEST FROM PORT ARANSAS
 AH1204
 AH1204                          STATION RECOVERY (1968)
 AH1204
 AH1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AH1204'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  DUE TO
 AH1204'A PARK DEVELOPEMENT IN THE AREA, IT WAS REQUESTED A NEW
 AH1204'STATION BE ESTABLISHED AS THE OLD STATION IS TO BE DESTROYED
 AH1204'IN THE NEAR FUTURE.
 AH1204'
 AH1204'A NEW STATION SCRUB 2 WAS SET IN THE NEAR VICINITY AND ITS
 AH1204'POSITION WAS DETERMINED BY TRAVERSE FROM THE OLD STATION.
 AH1204'DISTANCE BEING 109.618 METERS (359.64 FEET) NORTHEAST TO
 AH1204'TRIANGULATION STATION SCRUB 2.
 AH1204'
 AH1204'NOTE--SCRUB 1933 WAS NOT DISTURBED BY THIS PARTY DUE TO A
 AH1204'REQUEST OF THE PROJECT ENGINEER IN CHARGE OF SURVEY OF PARK
 AH1204'AREA, PENDING CONTROL POINTS TO DETERMINE.  THE STATION
 AH1204'SURFACE AND UNDER GROUND DISKS WILL BE DESTROYED WHEN SAND
 AH1204'DUNE IS REMOVED TO LEVEL THE AREA.
 AH1204'
 AH1204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 AH1204'SOUTHEAST OF CORPUS CHRISTI
 AH1204
 AH1204                          STATION RECOVERY (2001)
 AH1204
 AH1204'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 AH1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1212 ***********************************************************************
 AH1212  DESIGNATION -  SCRUB 2 1968
 AH1212  PID         -  AH1212
 AH1212  STATE/COUNTY-  TX/NUECES
 AH1212  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1212
 AH1212                         *CURRENT SURVEY CONTROL
 AH1212  ___________________________________________________________________
 AH1212* NAD 83(1993)-  27 37 25.50866(N)    097 13 30.26688(W)     ADJUSTED  
 AH1212* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1212  ___________________________________________________________________
 AH1212  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1212  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AH1212
 AH1212  HORZ ORDER  -  THIRD
 AH1212
 AH1212.The horizontal coordinates were established by classical geodetic methods
 AH1212.and adjusted by the National Geodetic Survey in February 1996..
 AH1212.No horizontal observational check was made to the station.
 AH1212
 AH1212.The orthometric height was scaled from a topographic map.
 AH1212
 AH1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1212
 AH1212.The geoid height was determined by GEOID03.
 AH1212
 AH1212;                    North         East     Units Scale Factor Converg.
 AH1212;SPC TX S     - 5,217,468.630   425,828.985   MT  0.99995365   +0 34 43.8
 AH1212;SPC TX S     -17,117,645.00  1,397,073.93   sFT  0.99995365   +0 34 43.8
 AH1212;UTM  14      - 3,056,782.663   675,133.662   MT  0.99997861   +0 49 23.4
 AH1212
 AH1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1212!SPC TX S     -   1.00000377  x   0.99995365  =   0.99995742
 AH1212!UTM  14      -   1.00000377  x   0.99997861  =   0.99998238
 AH1212
 AH1212:                Primary Azimuth Mark                     Grid Az
 AH1212:SPC TX S     -  CORPUS CHRISTI NAS HOSP PR STK           330 00 48.4
 AH1212:UTM  14      -  CORPUS CHRISTI NAS HOSP PR STK           329 46 08.8
 AH1212
 AH1212|---------------------------------------------------------------------|
 AH1212| PID    Reference Object                     Distance      Geod. Az  |
 AH1212|                                                           dddmmss.s |
 AH1212| AH1253 CORPUS CHRISTI NAS HOSP PR STK      APPROX. 8.0 KM 3303532.2 |
 AH1212| AH1239 CORPUS CHRISTI NAS WATER TANK       APPROX. 8.9 KM 3311228.3 |
 AH1212| AH1228 SCRUB 3 RM 1                        APPROX. 0.5 KM 3465646.2 |
 AH1212| AH1227 SCRUB 3                             APPROX. 0.6 KM 3472953.3 |
 AH1212|---------------------------------------------------------------------|
 AH1212
 AH1212                          SUPERSEDED SURVEY CONTROL
 AH1212
 AH1212  NAD 83(1986)-  27 37 25.51810(N)    097 13 30.24159(W) AD(       ) 3
 AH1212  NAD 27      -  27 37 24.38250(N)    097 13 29.28062(W) AD(       ) 3
 AH1212
 AH1212.Superseded values are not recommended for survey control.
 AH1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1212.See file dsdata.txt to determine how the superseded data were derived.
 AH1212
 AH1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7513456783(NAD 83)
 AH1212_MARKER: DS = TRIANGULATION STATION DISK
 AH1212_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AH1212_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AH1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1212
 AH1212  HISTORY     - Date     Condition        Report By
 AH1212  HISTORY     - 1968     MONUMENTED       CGS
 AH1212  HISTORY     - 1972     SEE DESCRIPTION  NGS
 AH1212  HISTORY     - 1977     POOR             NGS
 AH1212  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH1212  HISTORY     - 20010727 MARK NOT FOUND   USPSQD
 AH1212
 AH1212                          STATION DESCRIPTION
 AH1212
 AH1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AH1212'THE STATION IS ABOUT 1 MILE SOUTH OF THE NORTH END OF PADRE
 AH1212'ISLAND, ABOUT 5 MILES SOUTHEAST OF CORPUS CHRISTI, AND 1/2
 AH1212'MILE SOUTHWEST OF THE LOMA ALTA MOTEL.
 AH1212'
 AH1212'TO REACH STATION FROM THE MAIN ENTRANCE TO PADRE ISLAND
 AH1212'AT THE SOUTHEAST PART OF CORPUS CHRISTI, GO SOUTHEAST ON
 AH1212'PADRE ISLAND ROAD 4.45 MILES TO A SIDE ROAD ON RIGHT JUST
 AH1212'AFTER PASSING THE LOMA ALTA MOTEL.  TURN RIGHT, WEST, GO
 AH1212'0.2 MILE TO STATION.
 AH1212'
 AH1212'STATION MARKS ARE STANDARD DISKS, STAMPED SCRUB 2 1968.  THE
 AH1212'SURFACE DISK IS SET IN CONCRETE IN TOP OF A TILE WHICH IS
 AH1212'SURROUNDED BY A MASS OF CONCRETE.  THE TILE IS 6 INCHES IN
 AH1212'DIAMETER AND PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF SAND.
 AH1212'IT IS ABOUT 200 FEET NORTH OF A CANAL, 30 FEET NORTH OF
 AH1212'CENTER LINE OF A BLACK-TOP ROAD, AND 1 FOOT SOUTHEAST OF
 AH1212'A METAL WITNESS POST.
 AH1212'
 AH1212'THE UNDERGROUND STATION DISK IS SET IN AN IRREGULAR MASS
 AH1212'OF CONCRETE 36 INCHES BELOW THE SURFACE OF GROUND.
 AH1212'
 AH1212'NOTE--NO REFERENCE MARKS WERE SET AT TIME STATION WAS ESTABLISHED.
 AH1212'AFTER CONSTRUCTION WORK ON DEVELOPEMENT OF PARK IS COMPLETED
 AH1212'MARKS CAN BE SET ALONG ROAD RIGHT-OF-WAY.
 AH1212
 AH1212                          STATION RECOVERY (1972)
 AH1212
 AH1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AH1212'RM 1 AND SCRUB 3 1972 DISTANCES MEASURED WITH H/P.
 AH1212'
 AH1212'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO
 AH1212'REFERENCE MARKS OR AZIMUTH MARK HAD BEEN ESTABLISHED.
 AH1212'
 AH1212'THE STATION MARK WILL BE DESTROYED IN THE FUTURE BY HOUSING
 AH1212'DEVELOPMENT ON ISLAND.
 AH1212'
 AH1212'SCRUB 3 1972 WAS ESTABLISHED NORTH-NORTHWEST OF THE STATION, AT THE
 AH1212'ENTRANCE TO PADRE ISLAND.
 AH1212'
 AH1212'THE STATION MARK WAS DESTROYED AT THIS TIME.
 AH1212'
 AH1212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CORPUS CHRISTI.
 AH1212
 AH1212                          STATION RECOVERY (1977)
 AH1212
 AH1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1212'THE UNDER GROUND MARK OF SCRUB 2 WAS RECOVERED IN GOOD CONDITION.
 AH1212'IT WAS FOUND 30 FEET N OF THE N CURB INSTEAD OF 30 FEET FROM THE
 AH1212'CENTER LINE OF ROAD.
 AH1212'
 AH1212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SE OF
 AH1212'CORPUS CHRISTI.
 AH1212
 AH1212                          STATION RECOVERY (1989)
 AH1212
 AH1212'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 AH1212'MARK NOT FOUND.
 AH1212
 AH1212                          STATION RECOVERY (2001)
 AH1212
 AH1212'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 AH1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1227 ***********************************************************************
 AH1227  DESIGNATION -  SCRUB 3
 AH1227  PID         -  AH1227
 AH1227  STATE/COUNTY-  TX/NUECES
 AH1227  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1227
 AH1227                         *CURRENT SURVEY CONTROL
 AH1227  ___________________________________________________________________
 AH1227* NAD 83(1993)-  27 37 42.97560(N)    097 13 34.61526(W)     ADJUSTED  
 AH1227* NAVD 88     -         2.337  (meters)       7.67   (feet)  ADJUSTED  
 AH1227  ___________________________________________________________________
 AH1227  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1227  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AH1227  DYNAMIC HT  -           2.333 (meters)       7.65  (feet)  COMP
 AH1227  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AH1227
 AH1227  HORZ ORDER  -  THIRD
 AH1227  VERT ORDER  -  FIRST     CLASS II
 AH1227
 AH1227.The horizontal coordinates were established by classical geodetic methods
 AH1227.and adjusted by the National Geodetic Survey in February 1996..
 AH1227.No horizontal observational check was made to the station.
 AH1227
 AH1227.The orthometric height was determined by differential leveling
 AH1227.and adjusted by the National Geodetic Survey in December 1997..
 AH1227
 AH1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1227
 AH1227.The geoid height was determined by GEOID03.
 AH1227
 AH1227.The dynamic height is computed by dividing the NAVD 88
 AH1227.geopotential number by the normal gravity value computed on the
 AH1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1227.degrees latitude (g = 980.6199 gals.).
 AH1227
 AH1227.The modeled gravity was interpolated from observed gravity values.
 AH1227
 AH1227;                    North         East     Units Scale Factor Converg.
 AH1227;SPC TX S     - 5,218,005.033   425,704.351   MT  0.99995457   +0 34 41.8
 AH1227;SPC TX S     -17,119,404.85  1,396,665.02   sFT  0.99995457   +0 34 41.8
 AH1227;UTM  14      - 3,057,318.542   675,006.738   MT  0.99997806   +0 49 21.9
 AH1227
 AH1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1227!SPC TX S     -   1.00000370  x   0.99995457  =   0.99995827
 AH1227!UTM  14      -   1.00000370  x   0.99997806  =   0.99998176
 AH1227
 AH1227:                Primary Azimuth Mark                     Grid Az
 AH1227:SPC TX S     -  SCRUB 2 1968                             166 55 09.5
 AH1227:UTM  14      -  SCRUB 2 1968                             166 40 29.4
 AH1227
 AH1227|---------------------------------------------------------------------|
 AH1227| PID    Reference Object                     Distance      Geod. Az  |
 AH1227|                                                           dddmmss.s |
 AH1227| AH1212 SCRUB 2 1968                        APPROX. 0.6 KM 1672951.3 |
 AH1227| AH1228 SCRUB 3 RM 1                          6.881 METERS 21724     |
 AH1227| AH1226 SCRUB 3 RM 3                        483.957 METERS 2972023.4 |
 AH1227| AC8081 SCRUB 3 RM 2                          4.304 METERS 30719     |
 AH1227| AH1247 FLOUR BLUFF WTR DIST STOR TK        APPROX. 6.3 KM 3100240.4 |
 AH1227| AH1253 CORPUS CHRISTI NAS HOSP PR STK      APPROX. 7.5 KM 3292204.4 |
 AH1227| AH1239 CORPUS CHRISTI NAS WATER TANK       APPROX. 8.4 KM 3300901.4 |
 AH1227|---------------------------------------------------------------------|
 AH1227
 AH1227                          SUPERSEDED SURVEY CONTROL
 AH1227
 AH1227  NAD 83(1986)-  27 37 42.98495(N)    097 13 34.59000(W) AD(       ) 3
 AH1227  NAD 27      -  27 37 41.85006(N)    097 13 33.62852(W) AD(       ) 3
 AH1227
 AH1227.Superseded values are not recommended for survey control.
 AH1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1227.See file dsdata.txt to determine how the superseded data were derived.
 AH1227
 AH1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7500757319(NAD 83)
 AH1227_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1227_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH1227_SP_SET: FOOTING
 AH1227_STAMPING: SCRUB 3 1972
 AH1227_MARK LOGO: NGS   
 AH1227_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1227+STABILITY: SURFACE MOTION
 AH1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1227+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH1227
 AH1227  HISTORY     - Date     Condition        Report By
 AH1227  HISTORY     - 1972     MONUMENTED       NGS
 AH1227  HISTORY     - 19970204 GOOD             NGS
 AH1227
 AH1227                          STATION DESCRIPTION
 AH1227
 AH1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AH1227'R.M. NO. 1 IS A TRAVERSE DISTANCE.
 AH1227'
 AH1227'SCRUB 2 1968 AND R.M. NO. 3 ARE DISTANCE MEASURED WITH H/P.
 AH1227'
 AH1227'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF CORPUS CHRISTI,
 AH1227'4-1/2 MILES SOUTHEAST OF FLOUR BLUFF, AND AT THE ENTRANCE TO
 AH1227'PADRE ISLAND.
 AH1227'
 AH1227'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 358 AND
 AH1227'PARK ROAD 22, IN FLOUR BLUFF, WHICH IS LOCATED IN THE SOUTHEAST EDGE
 AH1227'OF CORPUS CHRISTI.  GO SOUTHEAST ON PARK ROAD 22, CROSSING
 AH1227'CAUSE-WAY FOR 4.3 MILES TO REFERENCE MARK NO. 3 ON THE RIGHT,
 AH1227'JUST AFTER CROSSING SMALL BRIDGE.  CONTINUE SOUTHEAST ON PARK
 AH1227'ROAD 22 FOR 0.3 MILE TO 2 LARGE SIGNS ON EACH SIDE OF THE ROAD
 AH1227'READING PADRE ISLAND, AND STATION ON THE RIGHT, AT THE NORTHEAST
 AH1227'CORNER OF THE CONCRETE BASE TO LARGE SIGN, WHICH IS ALL SO
 AH1227'LOCATED AT THE INTERSECTION OF PARK ROAD AND AQUARIUST ST.
 AH1227'
 AH1227'THE STATION IS A STANDARD DISK, SET IN A DRILL-HOLE OF CONCRETE
 AH1227'BASE TO LARGE SIGN, AND IS STAMPED SCRUB 3 1972.  IT IS 1.2 FEET
 AH1227'SOUTHWEST OF THE NORTHEAST CORNER OF CONCRETE BASE, 0.8 FEET SOUTH
 AH1227'OF THE NORTH EDGE AND 0.9 FEET WEST OF THE EAST EDGE.  THE BASE OF
 AH1227'THE CONCRETE BASE OF LARGE SIGN IS ABOUT 16 X 24 FEET.
 AH1227'
 AH1227'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A DRILL-HOLE, AT
 AH1227'THE SOUTHEAST CORNER OF OFF-SET OF CONCRETE BASE AND IS STAMPED
 AH1227'SCRUB 3 NO 1 1972.  IT IS 1.2 FEET NORTHWEST OF THE SOUTHEAST
 AH1227'CORNER OF OFF-SET, 1.0 FEET NORTH OF THE SOUTH EDGE AND 0.8 FEET
 AH1227'WEST OF THE EAST EDGE OF BASE.
 AH1227'
 AH1227'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A DRILL-HOLE, AT
 AH1227'THE NORTHWEST CORNER OF CONCRETE BASE AND IS STAMPED SCRUB 3 NO. 2
 AH1227'1972 IT IS 1.3 FEET SOUTHEAST OF THE NORTHWEST CORNER OF CONCRETE
 AH1227'BASE, 1 FOOT EAST OF THE WEST EDGE, AND 0.8 FEET SOUTH OF THE
 AH1227'NORTH EDGE.
 AH1227'
 AH1227'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL-HOLE OF A
 AH1227'LARGE CONCRETE MAN-HOLE (WATER CONTROL VALVE), STAMPED SCRUB 3
 AH1227'NO 3 1972.  IT IS 72 FEET SOUTH OF THE CENTER OF PARK ROAD, 1.0
 AH1227'FEET SOUTHEAST OF THE NORTHWEST CORNER OF MAN-HOLE, 0.8 FEET SOUTH
 AH1227'OF THE NORTH EDGE AND 0.8 FEET EAST OF THE WEST EDGE.
 AH1227'
 AH1227'THE MAN-HOLE IS ABOUT 7 X 12 FEET AND PROJECTS ABOUT 2 FEET.
 AH1227'
 AH1227'NEAREST TOWN--CORPUS CHRISTI.
 AH1227
 AH1227                          STATION RECOVERY (1997)
 AH1227
 AH1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1227'23.7 KM (14.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AH1227'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, NEAR THE
 AH1227'NORTHEAST CORNER OF THE CONCRETE FOOTING FOR A SIGN (PADRE ISLES) ,
 AH1227'32.7 M (107.3 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES
 AH1227'OF THE ROAD, 13.1 M (43.0 FT) NORTHWEST OF THE CENTER OF AQUARIUS
 AH1227'STREET, 6.8 M (22.3 FT) NORTH OF REFERENCE MARK 1, 4.6 M (15.1 FT)
 AH1227'EAST OF REFERENCE MARK 2, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AH1227'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1228 ***********************************************************************
 AH1228  DESIGNATION -  SCRUB 3 RM 1
 AH1228  PID         -  AH1228
 AH1228  STATE/COUNTY-  TX/NUECES
 AH1228  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1228
 AH1228                         *CURRENT SURVEY CONTROL
 AH1228  ___________________________________________________________________
 AH1228* NAD 83(1993)-  27 37 42.79800(N)    097 13 34.76767(W)     ADJUSTED  
 AH1228* NAVD 88     -         2.325  (meters)       7.63   (feet)  ADJUSTED  
 AH1228  ___________________________________________________________________
 AH1228  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1228  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AH1228  DYNAMIC HT  -           2.321 (meters)       7.61  (feet)  COMP
 AH1228  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AH1228
 AH1228  HORZ ORDER  -  THIRD
 AH1228  VERT ORDER  -  FIRST     CLASS II
 AH1228
 AH1228.The horizontal coordinates were established by classical geodetic methods
 AH1228.and adjusted by the National Geodetic Survey in February 1996..
 AH1228.No horizontal observational check was made to the station.
 AH1228
 AH1228.The orthometric height was determined by differential leveling
 AH1228.and adjusted by the National Geodetic Survey in December 1997..
 AH1228
 AH1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1228
 AH1228.The geoid height was determined by GEOID03.
 AH1228
 AH1228.The dynamic height is computed by dividing the NAVD 88
 AH1228.geopotential number by the normal gravity value computed on the
 AH1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1228.degrees latitude (g = 980.6199 gals.).
 AH1228
 AH1228.The modeled gravity was interpolated from observed gravity values.
 AH1228
 AH1228;                    North         East     Units Scale Factor Converg.
 AH1228;SPC TX S     - 5,217,999.524   425,700.228   MT  0.99995456   +0 34 41.7
 AH1228;SPC TX S     -17,119,386.77  1,396,651.50   sFT  0.99995456   +0 34 41.7
 AH1228;UTM  14      - 3,057,313.016   675,002.638   MT  0.99997804   +0 49 21.8
 AH1228
 AH1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1228!SPC TX S     -   1.00000370  x   0.99995456  =   0.99995826
 AH1228!UTM  14      -   1.00000370  x   0.99997804  =   0.99998174
 AH1228
 AH1228|---------------------------------------------------------------------|
 AH1228| PID    Reference Object                     Distance      Geod. Az  |
 AH1228|                                                           dddmmss.s |
 AH1228| AH1227 SCRUB 3                               6.881 METERS 03724     |
 AH1228| AH1212 SCRUB 2 1968                        APPROX. 0.5 KM 1665644.2 |
 AH1228|---------------------------------------------------------------------|
 AH1228
 AH1228                          SUPERSEDED SURVEY CONTROL
 AH1228
 AH1228  NAD 83(1986)-  27 37 42.80763(N)    097 13 34.74217(W) AD(       ) 3
 AH1228  NAD 27      -  27 37 41.67246(N)    097 13 33.78092(W) AD(       ) 3
 AH1228
 AH1228.Superseded values are not recommended for survey control.
 AH1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1228.See file dsdata.txt to determine how the superseded data were derived.
 AH1228
 AH1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7500357313(NAD 83)
 AH1228_MARKER: DR = REFERENCE MARK DISK
 AH1228_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH1228_SP_SET: FOOTING
 AH1228_STAMPING: SCRUB 3 NO 1 1972
 AH1228_MARK LOGO: NGS   
 AH1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1228+STABILITY: SURFACE MOTION
 AH1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1228+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH1228
 AH1228  HISTORY     - Date     Condition        Report By
 AH1228  HISTORY     - 1972     MONUMENTED       NGS
 AH1228  HISTORY     - 19970204 GOOD             NGS
 AH1228  HISTORY     - 20050820 GOOD             USPSQD
 AH1228
 AH1228                          STATION DESCRIPTION
 AH1228
 AH1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AH1228'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF CORPUS CHRISTI,
 AH1228'4-1/2 MILES SOUTHEAST OF FLOUR BLUFF, AND AT THE ENTRANCE TO PADRE
 AH1228'ISLAND.
 AH1228'
 AH1228'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 358 AND
 AH1228'PARK ROAD 22, IN FLOUR BLUFF, WHICH IS LOCATED IN THE SOUTHEAST EDGE
 AH1228'OF CORPUS CHRISTI.  GO SOUTHEAST ON PARK ROAD 22, CROSSING
 AH1228'CAUSE-WAY FOR 4.3 MILES TO REFERENCE MARK NO. 3 ON THE RIGHT, JUST
 AH1228'AFTER CROSSING SMALL BRIDGE.  CONTINUE SOUTHEAST ON PARK ROAD
 AH1228'22 FOR 0.3 MILE TO 2 LARGE SIGNS ON EACH SIDE OF THE ROAD
 AH1228'READING PADRE ISLAND, AND STATION ON THE RIGHT, AT THE
 AH1228'NORTHEAST CORNER OF THE CONCRETE BASE TO LARGE SIGN, WHICH IS
 AH1228'ALL SO LOCATED AT THE INTERSECTION OF PARK ROAD AND
 AH1228'AQUARIUST ST.
 AH1228'
 AH1228'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A DRILL-HOLE, AT
 AH1228'THE SOUTHEAST CORNER OF OFF-SET OF CONCRETE BASE AND IS STAMPED
 AH1228'SCRUB 3 NO 1 1972.  IT IS 1.2 FEET NORTHWEST OF THE SOUTHEAST
 AH1228'CORNER OF OFF-SET, 1.0 FEET NORTH OF THE SOUTH EDGE AND 0.8 FEET
 AH1228'WEST OF THE EAST EDGE OF BASE.
 AH1228'
 AH1228'NEAREST TOWN--CORPUS CHRISTI.
 AH1228
 AH1228                          STATION RECOVERY (1997)
 AH1228
 AH1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1228'23.7 KM (14.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AH1228'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, NEAR THE
 AH1228'SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR A SIGN (PADRE ISLES) ,
 AH1228'39.5 M (129.6 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES
 AH1228'OF THE ROAD, 13.1 M (43.0 FT) NORTHWEST OF THE CENTER OF AQUARIUS
 AH1228'STREET, 6.8 M (22.3 FT) SOUTH OF THE STATION, AND 0.5 M (1.6 FT) ABOVE
 AH1228'THE LEVEL OF THE ROAD.
 AH1228
 AH1228                          STATION RECOVERY (2005)
 AH1228
 AH1228'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AH1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8081 ***********************************************************************
 AC8081  DESIGNATION -  SCRUB 3 RM 2
 AC8081  PID         -  AC8081
 AC8081  STATE/COUNTY-  TX/NUECES
 AC8081  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8081
 AC8081                         *CURRENT SURVEY CONTROL
 AC8081  ___________________________________________________________________
 AC8081* NAD 83(1986)-  27 37 44.     (N)    097 13 36.     (W)     SCALED    
 AC8081* NAVD 88     -         2.361  (meters)       7.75   (feet)  ADJUSTED  
 AC8081  ___________________________________________________________________
 AC8081  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AC8081  DYNAMIC HT  -           2.357 (meters)       7.73  (feet)  COMP
 AC8081  MODELED GRAV-     979,127.1   (mgal)                       NAVD 88
 AC8081
 AC8081  VERT ORDER  -  FIRST     CLASS II
 AC8081
 AC8081.The horizontal coordinates were scaled from a topographic map and have
 AC8081.an estimated accuracy of +/- 6 seconds.
 AC8081
 AC8081.The orthometric height was determined by differential leveling
 AC8081.and adjusted by the National Geodetic Survey in December 1997..
 AC8081
 AC8081.The geoid height was determined by GEOID03.
 AC8081
 AC8081.The dynamic height is computed by dividing the NAVD 88
 AC8081.geopotential number by the normal gravity value computed on the
 AC8081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8081.degrees latitude (g = 980.6199 gals.).
 AC8081
 AC8081.The modeled gravity was interpolated from observed gravity values.
 AC8081
 AC8081;                    North         East    Units  Estimated Accuracy
 AC8081;SPC TX S     - 5,218,040.      425,670.      MT  (+/- 180 meters Scaled)
 AC8081
 AC8081                          SUPERSEDED SURVEY CONTROL
 AC8081
 AC8081.No superseded survey control is available for this station.
 AC8081
 AC8081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR749573(NAD 83)
 AC8081_MARKER: DR = REFERENCE MARK DISK
 AC8081_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC8081_SP_SET: FOOTING
 AC8081_STAMPING: SCRUB 3 NO 2 1972
 AC8081_MARK LOGO: NGS   
 AC8081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8081+STABILITY: SURFACE MOTION
 AC8081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8081+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8081
 AC8081  HISTORY     - Date     Condition        Report By
 AC8081  HISTORY     - 1972     MONUMENTED       NGS
 AC8081  HISTORY     - 19970204 GOOD             NGS
 AC8081  HISTORY     - 20050820 MARK NOT FOUND   USPSQD
 AC8081
 AC8081                          STATION DESCRIPTION
 AC8081
 AC8081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8081'23.7 KM (14.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8081'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, NEAR THE
 AC8081'NORTHWEST CORNER OF THE CONCRETE FOOTING FOR A SIGN (PADRE ISLES) ,
 AC8081'32.7 M (107.3 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES
 AC8081'OF THE ROAD, 17.7 M (58.1 FT) NORTHWEST OF THE CENTER OF AQUARIUS
 AC8081'STREET, 4.6 M (15.1 FT) WEST OF THE STATION, AND 0.5 M (1.6 FT) ABOVE
 AC8081'THE LEVEL OF THE ROAD.
 AC8081
 AC8081                          STATION RECOVERY (2005)
 AC8081
 AC8081'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1226 ***********************************************************************
 AH1226  DESIGNATION -  SCRUB 3 RM 3
 AH1226  PID         -  AH1226
 AH1226  STATE/COUNTY-  TX/NUECES
 AH1226  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1226
 AH1226                         *CURRENT SURVEY CONTROL
 AH1226  ___________________________________________________________________
 AH1226* NAD 83(1993)-  27 37 50.19610(N)    097 13 50.29619(W)     ADJUSTED  
 AH1226* NAVD 88     -         0.898  (meters)       2.95   (feet)  ADJUSTED  
 AH1226  ___________________________________________________________________
 AH1226  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1226  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH1226  DYNAMIC HT  -           0.897 (meters)       2.94  (feet)  COMP
 AH1226  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AH1226
 AH1226  HORZ ORDER  -  THIRD
 AH1226  VERT ORDER  -  FIRST     CLASS II
 AH1226
 AH1226.The horizontal coordinates were established by classical geodetic methods
 AH1226.and adjusted by the National Geodetic Survey in February 1996..
 AH1226.No horizontal observational check was made to the station.
 AH1226
 AH1226.The orthometric height was determined by differential leveling
 AH1226.and adjusted by the National Geodetic Survey in December 1997..
 AH1226
 AH1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1226
 AH1226.The geoid height was determined by GEOID03.
 AH1226
 AH1226.The dynamic height is computed by dividing the NAVD 88
 AH1226.geopotential number by the normal gravity value computed on the
 AH1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1226.degrees latitude (g = 980.6199 gals.).
 AH1226
 AH1226.The modeled gravity was interpolated from observed gravity values.
 AH1226
 AH1226;                    North         East     Units Scale Factor Converg.
 AH1226;SPC TX S     - 5,218,222.938   425,272.251   MT  0.99995495   +0 34 34.7
 AH1226;SPC TX S     -17,120,119.76  1,395,247.38   sFT  0.99995495   +0 34 34.7
 AH1226;UTM  14      - 3,057,534.607   674,573.702   MT  0.99997619   +0 49 14.8
 AH1226
 AH1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1226!SPC TX S     -   1.00000393  x   0.99995495  =   0.99995888
 AH1226!UTM  14      -   1.00000393  x   0.99997619  =   0.99998012
 AH1226
 AH1226                          SUPERSEDED SURVEY CONTROL
 AH1226
 AH1226  NAD 83(1986)-  27 37 50.20543(N)    097 13 50.27094(W) AD(       ) 3
 AH1226  NAD 27      -  27 37 49.07100(N)    097 13 49.30893(W) AD(       ) 3
 AH1226
 AH1226.Superseded values are not recommended for survey control.
 AH1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1226.See file dsdata.txt to determine how the superseded data were derived.
 AH1226
 AH1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7457457535(NAD 83)
 AH1226_MARKER: DR = REFERENCE MARK DISK
 AH1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH1226_SP_SET: MANHOLE
 AH1226_STAMPING: SCRUB 3 NO 3 1972
 AH1226_MARK LOGO: NGS   
 AH1226_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1226+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH1226
 AH1226  HISTORY     - Date     Condition        Report By
 AH1226  HISTORY     - 1972     MONUMENTED       NGS
 AH1226  HISTORY     - 19970204 GOOD             NGS
 AH1226
 AH1226                          STATION DESCRIPTION
 AH1226
 AH1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AH1226'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF CORPUS CHRISTI,
 AH1226'4-1/2 MILES SOUTHEAST OF FLOUR BLUFF, AND AT THE ENTRANCE TO
 AH1226'PADRE ISLAND.
 AH1226'
 AH1226'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 358 AND
 AH1226'PARK ROAD 22, IN FLOUR BLUFF, WHICH IS LOCATED IN THE SOUTHEAST
 AH1226'EDGE OF CORPUS CHRISTI.  GO SOUTHEAST ON PARK ROAD 22, CROSSING
 AH1226'CAUSE-WAY FOR 4.3 MILES TO REFERENCE MARK NO. 3 ON THE RIGHT, JUST
 AH1226'AFTER CROSSING SMALL BRIDGE.
 AH1226'
 AH1226'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL-HOLE OF A
 AH1226'LARGE CONCRETE MAN-HOLE (WATER CONTROL VALVE), STAMPED SCRUB 3
 AH1226'NO 3 1972.  IT IS 72 FEET SOUTH OF THE CENTER OF PARK ROAD, 1.0
 AH1226'FEET SOUTHEAST OF THE NORTHWEST CORNER OF MAN-HOLE, 0.8 FEET SOUTH
 AH1226'OF THE NORTH EDGE AND 0.8 FEET EAST OF THE WEST EDGE.
 AH1226'
 AH1226'THE MAN-HOLE IS ABOUT 7 X 12 FEET AND PROJECTS ABOUT 2 FEET.
 AH1226'
 AH1226'NEAREST TOWN--CORPUS CHRISTI.
 AH1226
 AH1226                          STATION RECOVERY (1997)
 AH1226
 AH1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1226'23.3 KM (14.45 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AH1226'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, NEAR THE
 AH1226'NORTHWEST CORNER OF A 7 BY 12-FOOT CONCRETE MANHOLE FOR A WATER VALVE,
 AH1226'179.0 M (587.3 FT) SOUTHEAST OF THE SOUTHEAST END OF A SMALL BRIDGE,
 AH1226'22.1 M (72.5 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF
 AH1226'THE ROAD, 14.0 M (45.9 FT) SOUTH OF THE SOUTH LEG OF A HIGHWAY
 AH1226'INFORMATION SIGN (ADOPT A HIGHWAY) , 7.4 M (24.3 FT) NORTH OF AN
 AH1226'UNDERGROUND CABLE WARNING SIGN, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AH1226'ROAD, 0.3 M (1.0 FT) SOUTH OF THE NORTH EDGE OF THE MANHOLE, 0.3 M
 AH1226'(1.0 FT) EAST OF THE WEST EDGE OF THE MANHOLE, AND THE DISK IS 0.1 M
 AH1226'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2590 ***********************************************************************
 CS2590  DESIGNATION -  SCURRY
 CS2590  PID         -  CS2590
 CS2590  STATE/COUNTY-  TX/KAUFMAN
 CS2590  USGS QUAD   -  KAUFMAN (1963)
 CS2590
 CS2590                         *CURRENT SURVEY CONTROL
 CS2590  ___________________________________________________________________
 CS2590* NAD 83(1993)-  32 31 38.22755(N)    096 22 19.34590(W)     ADJUSTED  
 CS2590* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 CS2590  ___________________________________________________________________
 CS2590  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CS2590  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS2590
 CS2590  HORZ ORDER  -  SECOND
 CS2590
 CS2590.The horizontal coordinates were established by classical geodetic methods
 CS2590.and adjusted by the National Geodetic Survey in February 1996..
 CS2590
 CS2590.The orthometric height was scaled from a topographic map.
 CS2590
 CS2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2590
 CS2590.The geoid height was determined by GEOID03.
 CS2590
 CS2590;                    North         East     Units Scale Factor Converg.
 CS2590;SPC TXNC     - 2,097,459.121   799,887.513   MT  0.99991421   +1 09 38.1
 CS2590;SPC TXNC     - 6,881,413.80  2,624,297.62   sFT  0.99991421   +1 09 38.1
 CS2590;UTM  14      - 3,601,928.778   746,830.543   MT  1.00035135   +1 24 49.6
 CS2590
 CS2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2590!SPC TXNC     -   0.99998311  x   0.99991421  =   0.99989732
 CS2590!UTM  14      -   0.99998311  x   1.00035135  =   1.00033445
 CS2590
 CS2590:                Primary Azimuth Mark                     Grid Az
 CS2590:SPC TXNC     -  KAUFMAN                                  047 18 19.9
 CS2590:UTM  14      -  KAUFMAN                                  047 03 08.4
 CS2590
 CS2590|---------------------------------------------------------------------|
 CS2590| PID    Reference Object                     Distance      Geod. Az  |
 CS2590|                                                           dddmmss.s |
 CS2590| CS0107 KAUFMAN                             APPROX. 7.9 KM 0482758.0 |
 CS2590| CY2241 SCURRY RM 1                          25.271 METERS 21352     |
 CS2590| CS0094 L 152                                              2155511.1 |
 CS2590| CY2242 SCURRY RM 2                          36.344 METERS 30441     |
 CS2590|---------------------------------------------------------------------|
 CS2590
 CS2590                          SUPERSEDED SURVEY CONTROL
 CS2590
 CS2590  NAD 83(1986)-  32 31 38.23498(N)    096 22 19.32961(W) AD(       ) 2
 CS2590  NAD 27      -  32 31 37.74000(N)    096 22 18.39600(W) AD(       ) 2
 CS2590
 CS2590.Superseded values are not recommended for survey control.
 CS2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2590.See file dsdata.txt to determine how the superseded data were derived.
 CS2590
 CS2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4683101929(NAD 83)
 CS2590_MARKER: DS = TRIANGULATION STATION DISK
 CS2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2590
 CS2590  HISTORY     - Date     Condition        Report By
 CS2590  HISTORY     - 1947     MONUMENTED       CGS
 CS2590  HISTORY     - 1960     GOOD             CGS
 CS2590  HISTORY     - 1961     GOOD             CGS
 CS2590
 CS2590                          STATION DESCRIPTION
 CS2590
 CS2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2590'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF KAUFMAN AND 0.8
 CS2590'MILE NORTHEAST OF SCURRY ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 CS2590'34.  IT IS 82 FEET SOUTH OF THE HIGHWAY, 14.5 FEET NORTH OF
 CS2590'A FENCE CORNER AND A JOG IN THE FENCE LINE AND 3.5 FEET
 CS2590'NORTHWEST OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING
 CS2590'2 FEET.  IT IS STAMPED SCURRY 1947 AND PROJECTS 6 INCHES.
 CS2590'
 CS2590'REFERENCE MARK NO. 1 IS 96 FEET SOUTH OF THE CENTER OF THE
 CS2590'HIGHWAY AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 CS2590'STAMPED SCURRY NO 1 1947 AND PROJECTS 6 INCHES.
 CS2590'
 CS2590'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE CENTER OF THE
 CS2590'HIGHWAY, 24 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 3 FEET
 CS2590'EAST OF A LONE TREE.  IT IS STAMPED SCURRY NO 2 1947 AND
 CS2590'PROJECTS 10 INCHES.
 CS2590'
 CS2590'B M L 152 (AZIMUTH MARK) IS 41 FEET WEST OF THE MAIN STREET
 CS2590'IN SCURRY, 0.1 MILE NORTH OF STATE HIGHWAY 34, ABOUT 50 YARDS
 CS2590'NORTHWEST OF THE SCURRY LUMBER CO. AND 77.5 FEET SOUTH OF THE
 CS2590'CORNER OF WYATTS BARBER SHOP.  IT IS A STANDARD USC AND GS BENCH
 CS2590'MARK DISK STAMPED L 152 1933 AND IS FLUSH WITH THE SURFACE
 CS2590'OF THE GROUND.
 CS2590'
 CS2590'TO REACH THE STATION FROM THE CROSSROAD IN SCURRY, GO EAST
 CS2590'ON STATE HIGHWAY 34 FOR 0.8 MILE TO THE STATION AS DESCRIBED.
 CS2590'
 CS2590'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD IN SCURRY, GO
 CS2590'NORTH FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED
 CS2590'
 CS2590'A 100 FOOT SIGNAL AT KAUFMAN IS VISIBLE AT 37 FEET.
 CS2590'
 CS2590'AN 87 FOOT SIGNAL AT CREEKS IS VISIBLE AT 37 FEET.
 CS2590'
 CS2590'A 74 FOOT SIGNAL AT JIBA IS VISIBLE AT 37 FEET.
 CS2590'
 CS2590'AN 87 FOOT SIGNAL AT COTTONWOOD IS VISIBLE AT 37 FEET.
 CS2590'
 CS2590'AN 87 FOOT SIGNAL AT BOIS IS VISIBLE AT 50 FEET.
 CS2590'
 CS2590'A 100 FOOT SIGNAL AT WARSAW IS V.G.
 CS2590'
 CS2590'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2590
 CS2590                          STATION RECOVERY (1960)
 CS2590
 CS2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2590'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2590'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2590'TO STATION SITE ARE CORRECT.
 CS2590
 CS2590                          STATION RECOVERY (1961)
 CS2590
 CS2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SAC)
 CS2590'STATION RECOVERED AS DESCRIBED IN 1947.
 CS2590'
 CS2590'REFERENCE MARK NO. 1 AND NO. 2 RECOVERED AS DESCRIBED.
 CS2590'
 CS2590'AZIMUTH MARK NOT FOUND--BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1581 ***********************************************************************
 BY1581  DESIGNATION -  SE 1
 BY1581  PID         -  BY1581
 BY1581  STATE/COUNTY-  TX/HOUSTON
 BY1581  USGS QUAD   -  CROCKETT (1950)
 BY1581
 BY1581                         *CURRENT SURVEY CONTROL
 BY1581  ___________________________________________________________________
 BY1581* NAD 83(1986)-  31 18 01.     (N)    095 25 46.     (W)     SCALED    
 BY1581* NAVD 88     -        93.79   (+/-2cm)     307.7    (feet)  VERTCON   
 BY1581  ___________________________________________________________________
 BY1581  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY1581
 BY1581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1581
 BY1581.The horizontal coordinates were scaled from a topographic map and have
 BY1581.an estimated accuracy of +/- 6 seconds.
 BY1581
 BY1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1581.The vertical order pertains to the NGVD 29 superseded value.
 BY1581
 BY1581.The geoid height was determined by GEOID03.
 BY1581
 BY1581;                    North         East    Units  Estimated Accuracy
 BY1581;SPC TX C     - 3,191,380.    1,166,670.      MT  (+/- 180 meters Scaled)
 BY1581
 BY1581                          SUPERSEDED SURVEY CONTROL
 BY1581
 BY1581  NGVD 29 (??/??/92)   93.770  (m)          307.64   (f) ADJ UNCH    2 0
 BY1581
 BY1581.Superseded values are not recommended for survey control.
 BY1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1581.See file dsdata.txt to determine how the superseded data were derived.
 BY1581
 BY1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ687654(NAD 83)
 BY1581_MARKER: DD = SURVEY DISK
 BY1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1581_STAMPING: S E 1 1948
 BY1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1581+STABILITY: SURFACE MOTION
 BY1581
 BY1581  HISTORY     - Date     Condition        Report By
 BY1581  HISTORY     - 1948     MONUMENTED       USGS
 BY1581  HISTORY     - 1948     GOOD             NGS
 BY1581
 BY1581                          STATION DESCRIPTION
 BY1581
 BY1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1581'2.2 MI SE FROM CROCKETT.
 BY1581'2.2 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE HOUSTON
 BY1581'COUNTY COURTHOUSE AT CROCKETT, 264.0 FEET SOUTHEAST OF THE EAST CORNER
 BY1581'OF A BRIDGE OVER A STREAM, 121.0 FEET SOUTHEAST OF A 24-INCH OAK TREE,
 BY1581'48.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 44.0 FEET
 BY1581'SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 36.0 FEET WEST OF A 36-INCH
 BY1581'OAK TREE WHICH IS IN A PASTURE, 1.5 FEET NORTHWEST OF A REFERENCE
 BY1581'POST, 1.2 FEET SOUTHWEST OF A FENCE LINE, SET IN TOP OF A CONCRETE
 BY1581'POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1466 ***********************************************************************
 AB1466  DESIGNATION -  SEA 1913
 AB1466  PID         -  AB1466
 AB1466  STATE/COUNTY-  TX/KENEDY
 AB1466  USGS QUAD   -  POTRERO LOPENO SW (1975)
 AB1466
 AB1466                         *CURRENT SURVEY CONTROL
 AB1466  ___________________________________________________________________
 AB1466* NAD 83(1993)-  26 45 07.18112(N)    097 26 08.04225(W)     ADJUSTED  
 AB1466* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AB1466  ___________________________________________________________________
 AB1466  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AB1466  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AB1466
 AB1466  HORZ ORDER  -  THIRD
 AB1466
 AB1466.The horizontal coordinates were established by classical geodetic methods
 AB1466.and adjusted by the National Geodetic Survey in February 1996..
 AB1466
 AB1466.The orthometric height was scaled from a topographic map.
 AB1466
 AB1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1466
 AB1466.The geoid height was determined by GEOID03.
 AB1466
 AB1466;                    North         East     Units Scale Factor Converg.
 AB1466;SPC TX S     - 5,120,691.829   405,869.532   MT  0.99990418   +0 28 59.7
 AB1466;SPC TX S     -16,800,136.44  1,331,590.29   sFT  0.99990418   +0 28 59.7
 AB1466;UTM  14      - 2,959,923.016   655,566.115   MT  0.99989878   +0 42 15.6
 AB1466
 AB1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1466!SPC TX S     -   1.00000369  x   0.99990418  =   0.99990787
 AB1466!UTM  14      -   1.00000369  x   0.99989878  =   0.99990247
 AB1466
 AB1466:                Primary Azimuth Mark                     Grid Az
 AB1466:SPC TX S     -  TOPO 1878                                275 30 20.3
 AB1466:UTM  14      -  TOPO 1878                                275 17 04.4
 AB1466
 AB1466|---------------------------------------------------------------------|
 AB1466| PID    Reference Object                     Distance      Geod. Az  |
 AB1466|                                                           dddmmss.s |
 AB1466| AB1457 TOPO 1878                           APPROX. 3.7 KM 2755920.0 |
 AB1466|---------------------------------------------------------------------|
 AB1466
 AB1466                          SUPERSEDED SURVEY CONTROL
 AB1466
 AB1466  NAD 83(1986)-  26 45 07.19719(N)    097 26 08.01061(W) AD(       ) 3
 AB1466  NAD 27      -  26 45 05.95600(N)    097 26 07.07100(W) AD(       ) 3
 AB1466
 AB1466.Superseded values are not recommended for survey control.
 AB1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1466.See file dsdata.txt to determine how the superseded data were derived.
 AB1466
 AB1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5556659923(NAD 83)
 AB1466_MARKER: Z = SEE DESCRIPTION
 AB1466_SETTING: 0 = UNSPECIFIED SETTING
 AB1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1466
 AB1466  HISTORY     - Date     Condition        Report By
 AB1466  HISTORY     - 1913     MONUMENTED       CGS
 AB1466  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1466
 AB1466                          STATION DESCRIPTION
 AB1466
 AB1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1466'STATION LOST.  NO REMAINS OF STATION FOUND IN VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6399 ***********************************************************************
 AW6399  DESIGNATION -  SEABROOK
 AW6399  PID         -  AW6399
 AW6399  STATE/COUNTY-  TX/HARRIS
 AW6399  USGS QUAD   -  LEAGUE CITY (1995)
 AW6399
 AW6399                         *CURRENT SURVEY CONTROL
 AW6399  ___________________________________________________________________
 AW6399* NAD 83(1993)-  29 33 58.30148(N)    095 01 31.00449(W)     ADJUSTED  
 AW6399* NAVD 88     -         3.80   (+/-2cm)      12.5    (feet)  VERTCON   
 AW6399  ___________________________________________________________________
 AW6399  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6399  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW6399
 AW6399  HORZ ORDER  -  FIRST
 AW6399  VERT ORDER  -  THIRD ? (See Below)
 AW6399
 AW6399.The horizontal coordinates were established by classical geodetic methods
 AW6399.and adjusted by the National Geodetic Survey in February 1996..
 AW6399
 AW6399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6399.The vertical order pertains to the NGVD 29 superseded value.
 AW6399
 AW6399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6399
 AW6399.The geoid height was determined by GEOID03.
 AW6399
 AW6399;                    North         East     Units Scale Factor Converg.
 AW6399;SPC TXSC     - 4,198,590.883   985,039.345   MT  0.99987136   +1 56 50.2
 AW6399;SPC TXSC     -13,774,876.92  3,231,749.92   sFT  0.99987136   +1 56 50.2
 AW6399;UTM  15      - 3,272,429.271   303,801.447   MT  1.00007499   -0 59 58.7
 AW6399
 AW6399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6399!SPC TXSC     -   1.00000365  x   0.99987136  =   0.99987501
 AW6399!UTM  15      -   1.00000365  x   1.00007499  =   1.00007864
 AW6399
 AW6399:                Primary Azimuth Mark                     Grid Az
 AW6399:SPC TXSC     -  SEABROOK AZ MK                           076 25 43.3
 AW6399:UTM  15      -  SEABROOK AZ MK                           079 22 32.2
 AW6399
 AW6399|---------------------------------------------------------------------|
 AW6399| PID    Reference Object                     Distance      Geod. Az  |
 AW6399|                                                           dddmmss.s |
 AW6399| CV6764 SEABROOK AZ MK                                     0782233.5 |
 AW6399| AW6398 SEABROOK MUN WATER TANK             419.509 METERS 1135648.3 |
 AW6399| CV6765 SEABROOK RM 1                        26.055 METERS 15348     |
 AW6399| CV6766 SEABROOK RM 2                        23.908 METERS 28244     |
 AW6399|---------------------------------------------------------------------|
 AW6399
 AW6399                          SUPERSEDED SURVEY CONTROL
 AW6399
 AW6399  NAD 83(1986)-  29 33 58.31853(N)    095 01 30.98458(W) AD(       ) 1
 AW6399  NAD 27      -  29 33 57.48143(N)    095 01 30.23880(W) AD(       ) 1
 AW6399  NGVD 29 (07/19/86)    3.80   (m)           12.5    (f) LEVELING    3  
 AW6399
 AW6399.Superseded values are not recommended for survey control.
 AW6399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6399.See file dsdata.txt to determine how the superseded data were derived.
 AW6399
 AW6399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0380172429(NAD 83)
 AW6399_MARKER: DS = TRIANGULATION STATION DISK
 AW6399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6399_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6399
 AW6399  HISTORY     - Date     Condition        Report By
 AW6399  HISTORY     - 1968     MONUMENTED       CGS
 AW6399  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW6399  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AW6399  HISTORY     - 20020309 MARK NOT FOUND   USPSQD
 AW6399  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW6399
 AW6399                          STATION DESCRIPTION
 AW6399
 AW6399'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6399'THE STATION IS LOCATED ABOUT 4 MILES EAST OF THE NATIONAL AERONAUTICS
 AW6399'AND SPACE ADMINISTRATION MANNED SPACECRAFT CENTER, 3-1/2 MILES
 AW6399'SOUTH OF SHORE ACRES AND ON THE NORTH SIDE OF THE TOWN OF SEABROOK
 AW6399'ON THE PROPERTY OF THE SEABROOK ELEMENTARY SCHOOL.
 AW6399'
 AW6399'TO REACH THE STATION FROM THE POST OFFICE IN SEABROOK, GO NORTHWEST
 AW6399'ON THIRD STREET FOR 0.15 MILE TO STATE HIGHWAY 146, TURN RIGHT AND
 AW6399'GO NORTH ON THE HIGHWAY FOR 0.05 MILE TO NASA ROAD 1, CONTINUE AHEAD
 AW6399'ON THE HIGHWAY FOR 0.2 MILE TO A SIDE ROAD RIGHT JUST BEFORE
 AW6399'REACHING THE FIRST BAPTIST CHURCH, TURN RIGHT AND GO 0.05 MILE
 AW6399'TO THE STATION ON THE RIGHT.
 AW6399'
 AW6399'THE STATION MARK IS A STANDARD DISK STAMPED SEABROOK 1968, SET IN
 AW6399'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AW6399'WITH THE GROUND.  IT IS 93.7 FEET NORTH-NORTHWEST OF THE SOUTHEAST
 AW6399'CORNER OF A BOARD FENCE, 78.3 FEET EAST OF THE NORTHWEST CORNER OF
 AW6399'THE BOARD FENCE, 72 FEET SOUTH OF THE CENTER OF A SHELL ROAD AND
 AW6399'43.5 FEET NORTH-NORTHEAST OF A 14-INCH TREE.
 AW6399'
 AW6399'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SEABROOK NO 1 1968, SET
 AW6399'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AW6399'WITH THE GROUND.  IT IS 29 FEET NORTH OF THE NORTHEAST CORNER OF A
 AW6399'WHITE FRAME HOUSE, 8.3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 AW6399'THE BOARD FENCE AND 0.9 FOOT NORTH-NORTHEAST OF THE BOARD FENCE.
 AW6399'
 AW6399'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SEABROOK NO 2 1968, SET
 AW6399'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AW6399'WITH THE GROUND.  IT IS 48 FEET SOUTH OF THE CENTER OF THE SHELL
 AW6399'ROAD AND 1.1 FEET NORTH OF THE NORTHWEST CORNER OF THE BOARD
 AW6399'FENCE.
 AW6399'
 AW6399'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SEABROOK 1968, SET IN
 AW6399'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AW6399'WITH THE GROUND.  IT IS 30 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AW6399'OF A BRICK HOUSE, 27 FEET WEST-NORTHWEST OF THE CENTER OF MEYER
 AW6399'ROAD AND 1 FOOT WEST-SOUTHWEST OF A TELEPHONE POLE.
 AW6399'
 AW6399'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE SHELL ROAD
 AW6399'FOR 0.1 MILE TO WHERE THE SHELL ROAD TURNS RIGHT AND A TRACK ROAD
 AW6399'GOES STRAIGHT AHEAD, GO STRAIGHT AHEAD, EAST, ON THE TRACK ROAD FOR
 AW6399'0.2 MILE TO THE NORTHEAST CORNER OF THE SCHOOL GROUNDS AND THE
 AW6399'AZIMUTH MARK ON THE LEFT.
 AW6399'
 AW6399'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 AW6399
 AW6399                          STATION RECOVERY (1994)
 AW6399
 AW6399'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6399'MARK NOT FOUND.
 AW6399
 AW6399                          STATION RECOVERY (2002)
 AW6399
 AW6399'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW6399'MARK NOT FOUND.
 AW6399
 AW6399                          STATION RECOVERY (2002)
 AW6399
 AW6399'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW6399'MARK NOT FOUND.
 AW6399
 AW6399                          STATION RECOVERY (2005)
 AW6399
 AW6399'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1577 ***********************************************************************
 AW1577  DESIGNATION -  SEABROOK 1360
 AW1577  PID         -  AW1577
 AW1577  STATE/COUNTY-  TX/HARRIS
 AW1577  USGS QUAD   -  LEAGUE CITY (1995)
 AW1577
 AW1577                         *CURRENT SURVEY CONTROL
 AW1577  ___________________________________________________________________
 AW1577* NAD 83(1986)-  29 33 51.     (N)    095 01 17.     (W)     SCALED    
 AW1577* NAVD 88     -         3.538  (meters)      11.61   (feet)  ADJUSTED  
 AW1577  ___________________________________________________________________
 AW1577  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1577  DYNAMIC HT  -           3.533 (meters)      11.59  (feet)  COMP
 AW1577  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW1577
 AW1577  VERT ORDER  -  FIRST     CLASS I
 AW1577
 AW1577.The horizontal coordinates were scaled from a topographic map and have
 AW1577.an estimated accuracy of +/- 6 seconds.
 AW1577
 AW1577.The orthometric height was determined by differential leveling
 AW1577.and adjusted by the National Geodetic Survey in June 1991..
 AW1577
 AW1577.The geoid height was determined by GEOID03.
 AW1577
 AW1577.The dynamic height is computed by dividing the NAVD 88
 AW1577.geopotential number by the normal gravity value computed on the
 AW1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1577.degrees latitude (g = 980.6199 gals.).
 AW1577
 AW1577.The modeled gravity was interpolated from observed gravity values.
 AW1577
 AW1577;                    North         East    Units  Estimated Accuracy
 AW1577;SPC TXSC     - 4,198,380.      985,420.      MT  (+/- 180 meters Scaled)
 AW1577
 AW1577                          SUPERSEDED SURVEY CONTROL
 AW1577
 AW1577  NGVD 29 (12/23/87)    3.534  (m)           11.59   (f) ADJUSTED    1 1
 AW1577
 AW1577.Superseded values are not recommended for survey control.
 AW1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1577.See file dsdata.txt to determine how the superseded data were derived.
 AW1577
 AW1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN041721(NAD 83)
 AW1577_MARKER: Z = SEE DESCRIPTION
 AW1577_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW1577_SP_SET: GALVANIZED STEEL PIPE
 AW1577_MARK LOGO: NONE  
 AW1577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1577+STABILITY: POSITION/ELEVATION WELL
 AW1577
 AW1577  HISTORY     - Date     Condition        Report By
 AW1577  HISTORY     - UNK      MONUMENTED       USGS
 AW1577  HISTORY     - 1976     GOOD             NGS
 AW1577  HISTORY     - 1978     GOOD             NGS
 AW1577  HISTORY     - 1987     GOOD             NGS
 AW1577  HISTORY     - 1990     GOOD             USPSQD
 AW1577  HISTORY     - 19980328 GOOD             USPSQD
 AW1577  HISTORY     - 20010127 GOOD             USPSQD
 AW1577  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1577
 AW1577                          STATION DESCRIPTION
 AW1577
 AW1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1577'0.45 MI EAST FROM SEABROOK.
 AW1577'ABOUT 0.2 MILE SE ALONG SECOND STREET FROM THE INTERSECTION WITH STATE
 AW1577'HIGHWAY 146 AND NASA RD 1 AT SEABROOK, THENCE 0.25 MILE NE ALONG MEYER
 AW1577'ROAD INSIDE AND NEXT TO THE NORTHERN FENCE AROUND THE SEABROOK WATER
 AW1577'PLANT NO 1 AND POLICE STATION.  POINT HELD IS BETWEEN 2 FILE MARKS ON
 AW1577'A 2-INCH PIPE THAT IS PROTECTED BY A 5-INCH OUTSIDE PIPE AND COVERED
 AW1577'BY A SMALL METAL BUILDING THAT IS MAINTAINED BY THE U.S. GEOLOGICAL
 AW1577'SURVEY.  THE COMPACTION SITE IS 1360 FEET DEEP.
 AW1577
 AW1577                          STATION RECOVERY (1978)
 AW1577
 AW1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1577'RECOVERED IN GOOD CONDITION.
 AW1577
 AW1577                          STATION RECOVERY (1987)
 AW1577
 AW1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1577'RECOVERED IN GOOD CONDITION.
 AW1577
 AW1577                          STATION RECOVERY (1990)
 AW1577
 AW1577'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1577'RECOVERED IN GOOD CONDITION.
 AW1577
 AW1577                          STATION RECOVERY (1998)
 AW1577
 AW1577'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1577'RECOVERED IN GOOD CONDITION.
 AW1577
 AW1577                          STATION RECOVERY (2001)
 AW1577
 AW1577'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRH)
 AW1577'RECOVERED IN GOOD CONDITION.
 AW1577
 AW1577                          STATION RECOVERY (2001)
 AW1577
 AW1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1577'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5665 ***********************************************************************
 AW5665  DESIGNATION -  SEABROOK 1360 RESET
 AW5665  PID         -  AW5665
 AW5665  STATE/COUNTY-  TX/HARRIS
 AW5665  USGS QUAD   -  LEAGUE CITY (1995)
 AW5665
 AW5665                         *CURRENT SURVEY CONTROL
 AW5665  ___________________________________________________________________
 AW5665* NAD 83(1986)-  29 33 51.     (N)    095 01 17.     (W)     SCALED    
 AW5665* NAVD 88     -         3.512  (meters)      11.52   (feet)  ADJUSTED  
 AW5665  ___________________________________________________________________
 AW5665  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW5665  DYNAMIC HT  -           3.507 (meters)      11.51  (feet)  COMP
 AW5665  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW5665
 AW5665  VERT ORDER  -  FIRST     CLASS II
 AW5665
 AW5665.The horizontal coordinates were scaled from a topographic map and have
 AW5665.an estimated accuracy of +/- 6 seconds.
 AW5665
 AW5665.The orthometric height was determined by differential leveling
 AW5665.and adjusted by the National Geodetic Survey in June 1991..
 AW5665
 AW5665.The geoid height was determined by GEOID03.
 AW5665
 AW5665.The dynamic height is computed by dividing the NAVD 88
 AW5665.geopotential number by the normal gravity value computed on the
 AW5665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5665.degrees latitude (g = 980.6199 gals.).
 AW5665
 AW5665.The modeled gravity was interpolated from observed gravity values.
 AW5665
 AW5665;                    North         East    Units  Estimated Accuracy
 AW5665;SPC TXSC     - 4,198,380.      985,420.      MT  (+/- 180 meters Scaled)
 AW5665
 AW5665                          SUPERSEDED SURVEY CONTROL
 AW5665
 AW5665  NGVD 29 (12/23/87)    3.509  (m)           11.51   (f) ADJUSTED    1 2
 AW5665
 AW5665.Superseded values are not recommended for survey control.
 AW5665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5665.See file dsdata.txt to determine how the superseded data were derived.
 AW5665
 AW5665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN041721(NAD 83)
 AW5665_MARKER: H = DRILL HOLE
 AW5665_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW5665_SP_SET: GALVANIZED STEEL PIPE
 AW5665_MARK LOGO: NONE  
 AW5665_PROJECTION: PROJECTING 61 CENTIMETERS
 AW5665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5665+STABILITY: POSITION/ELEVATION WELL
 AW5665_ROD/PIPE-DEPTH: 415  meters
 AW5665
 AW5665  HISTORY     - Date     Condition        Report By
 AW5665  HISTORY     - 1986     MONUMENTED       NGS
 AW5665  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW5665  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AW5665  HISTORY     - 20020309 MARK NOT FOUND   USPSQD
 AW5665  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW5665
 AW5665                          STATION DESCRIPTION
 AW5665
 AW5665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5665'0.7 KM (0.45 MI) SE FROM SEABROOK.
 AW5665'0.3 KM (0.2 MI) SOUTHEAST ALONG SECOND STREET FROM THE JUNCTION OF
 AW5665'STATE HIGHWAY 146 IN SEABROOK, THENCE 0.4 KM (0.25 MI) NORTHEAST ALONG
 AW5665'MEYER RAOD, AT THE SEABROOK WATER PLANT NO. 1 AND POLICE STATION, THE
 AW5665'CENTER OF A 1/16-INCH DRILL HOLE, PAINTED ORANGE, 1-INCH BELOW THE TOP
 AW5665'OF A 2-INCH PIPE PROTECTED BY A 6-INCH PIPE INSIDE A SMALL METAL
 AW5665'BUILDING MAINTAINED BY THE USGS.
 AW5665'THE MARK IS 0.61 M ABOVE GROUND.
 AW5665
 AW5665                          STATION RECOVERY (1994)
 AW5665
 AW5665'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5665'MARK NOT FOUND.
 AW5665
 AW5665                          STATION RECOVERY (2002)
 AW5665
 AW5665'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW5665'MARK NOT FOUND.
 AW5665
 AW5665                          STATION RECOVERY (2002)
 AW5665
 AW5665'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW5665'MARK NOT FOUND.
 AW5665
 AW5665                          STATION RECOVERY (2005)
 AW5665
 AW5665'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6398 ***********************************************************************
 AW6398  DESIGNATION -  SEABROOK MUN WATER TANK
 AW6398  PID         -  AW6398
 AW6398  STATE/COUNTY-  TX/HARRIS
 AW6398  USGS QUAD   -  LEAGUE CITY (1995)
 AW6398
 AW6398                         *CURRENT SURVEY CONTROL
 AW6398  ___________________________________________________________________
 AW6398* NAD 83(1993)-  29 33 52.77118(N)    095 01 16.76126(W)     ADJUSTED  
 AW6398* NAVD 88     -                                                        
 AW6398  ___________________________________________________________________
 AW6398  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6398  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW6398
 AW6398  HORZ ORDER  -  THIRD
 AW6398
 AW6398.The horizontal coordinates were established by classical geodetic methods
 AW6398.and adjusted by the National Geodetic Survey in February 1996..
 AW6398
 AW6398
 AW6398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6398
 AW6398.The geoid height was determined by GEOID03.
 AW6398
 AW6398;                    North         East     Units Scale Factor Converg.
 AW6398;SPC TXSC     - 4,198,433.756   985,428.258   MT  0.99987125   +1 56 57.1
 AW6398;SPC TXSC     -13,774,361.41  3,233,025.88   sFT  0.99987125   +1 56 57.1
 AW6398;UTM  15      - 3,272,252.322   304,181.844   MT  1.00007315   -0 59 51.5
 AW6398
 AW6398                          SUPERSEDED SURVEY CONTROL
 AW6398
 AW6398  NAD 83(1986)-  29 33 52.78834(N)    095 01 16.74134(W) AD(       ) 4
 AW6398  NAD 27      -  29 33 51.95126(N)    095 01 15.99600(W) AD(       ) 3
 AW6398
 AW6398.Superseded values are not recommended for survey control.
 AW6398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6398.See file dsdata.txt to determine how the superseded data were derived.
 AW6398
 AW6398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0418272252(NAD 83)
 AW6398_MARKER: 53 = ELEVATED TANK
 AW6398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6398+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW6398
 AW6398  HISTORY     - Date     Condition        Report By
 AW6398  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6398  HISTORY     - 19940514 GOOD             USPSQD
 AW6398  HISTORY     - 20020308 GOOD             USPSQD
 AW6398  HISTORY     - 20020309 GOOD             USPSQD
 AW6398  HISTORY     - 20031112 GOOD             USPSQD
 AW6398  HISTORY     - 20050114 GOOD             USPSQD
 AW6398
 AW6398                          STATION DESCRIPTION
 AW6398
 AW6398'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6398'THE STATION IS LOCATED IN SEABROOK ABOUT 0.15 MILE SOUTHEAST OF
 AW6398'THE SEABROOK ELEMENTARY SCHOOL.
 AW6398'
 AW6398'IT IS A TANK SUPPORTED BY THREE TUBULAR STEEL LEGS AND HAS A
 AW6398'HEMISPHERICAL TOP AND CONICAL BOTTOM.  IT IS SILVER IN COLOR WITH
 AW6398'SEABROOK PAINTED ON THE SIDE IN BLACK LETTERING.  THE OVER-ALL
 AW6398'HEIGHT IS APPROXIMATELY 125 FEET.
 AW6398'
 AW6398'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 AW6398
 AW6398                          STATION RECOVERY (1994)
 AW6398
 AW6398'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6398'RECOVERED IN GOOD CONDITION.
 AW6398
 AW6398                          STATION RECOVERY (2002)
 AW6398
 AW6398'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW6398'RECOVERED IN GOOD CONDITION.
 AW6398
 AW6398                          STATION RECOVERY (2002)
 AW6398
 AW6398'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW6398'RECOVERED IN GOOD CONDITION.
 AW6398
 AW6398                          STATION RECOVERY (2003)
 AW6398
 AW6398'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6398'RECOVERED IN GOOD CONDITION.
 AW6398
 AW6398                          STATION RECOVERY (2005)
 AW6398
 AW6398'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2769 ***********************************************************************
 CS2769  DESIGNATION -  SEAGO
 CS2769  PID         -  CS2769
 CS2769  STATE/COUNTY-  TX/DALLAS
 CS2769  USGS QUAD   -  SEAGOVILLE (1973)
 CS2769
 CS2769                         *CURRENT SURVEY CONTROL
 CS2769  ___________________________________________________________________
 CS2769* NAD 83(1993)-  32 38 34.55291(N)    096 32 43.76311(W)     ADJUSTED  
 CS2769* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 CS2769  ___________________________________________________________________
 CS2769  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 CS2769  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CS2769
 CS2769  HORZ ORDER  -  FIRST
 CS2769
 CS2769.The horizontal coordinates were established by classical geodetic methods
 CS2769.and adjusted by the National Geodetic Survey in February 1996..
 CS2769
 CS2769.The orthometric height was scaled from a topographic map.
 CS2769
 CS2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2769
 CS2769.The geoid height was determined by GEOID03.
 CS2769
 CS2769;                    North         East     Units Scale Factor Converg.
 CS2769;SPC TXNC     - 2,109,963.915   783,358.148   MT  0.99989790   +1 03 57.5
 CS2769;SPC TXNC     - 6,922,439.94  2,570,067.52   sFT  0.99989790   +1 03 57.5
 CS2769;UTM  14      - 3,614,364.540   730,238.914   MT  1.00025371   +1 19 28.4
 CS2769
 CS2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2769!SPC TXNC     -   0.99998222  x   0.99989790  =   0.99988012
 CS2769!UTM  14      -   0.99998222  x   1.00025371  =   1.00023592
 CS2769
 CS2769:                Primary Azimuth Mark                     Grid Az
 CS2769:SPC TXNC     -  FORNEY MUNICIPAL TANK                    030 16 10.2
 CS2769:UTM  14      -  FORNEY MUNICIPAL TANK                    030 00 39.3
 CS2769
 CS2769|---------------------------------------------------------------------|
 CS2769| PID    Reference Object                     Distance      Geod. Az  |
 CS2769|                                                           dddmmss.s |
 CS2769| CS2597 FORNEY MUNICIPAL TANK               APPROX.13.8 KM 0312007.7 |
 CS2769| CY2244 SEAGO RM 1                           28.204 METERS 05001     |
 CS2769| CS2770 SEAGOVILLE MUNICIPAL TANK           APPROX. 0.7 KM 1315226.5 |
 CS2769| CS2771 SEAGOVILLE FED CORRECT INST TK      APPROX. 2.6 KM 2941944.2 |
 CS2769| CY2245 SEAGO RM 2                           41.221 METERS 31307     |
 CS2769| CY2243 SEAGO AZ MK                                        3400612.7 |
 CS2769|---------------------------------------------------------------------|
 CS2769
 CS2769                          SUPERSEDED SURVEY CONTROL
 CS2769
 CS2769  NAD 83(1986)-  32 38 34.56013(N)    096 32 43.74577(W) AD(       ) 1
 CS2769  NAD 27      -  32 38 34.07800(N)    096 32 42.78200(W) AD(       ) 1
 CS2769
 CS2769.Superseded values are not recommended for survey control.
 CS2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2769.See file dsdata.txt to determine how the superseded data were derived.
 CS2769
 CS2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3023914365(NAD 83)
 CS2769_MARKER: DS = TRIANGULATION STATION DISK
 CS2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2769
 CS2769  HISTORY     - Date     Condition        Report By
 CS2769  HISTORY     - 1947     MONUMENTED       CGS
 CS2769  HISTORY     - 1957     GOOD             USGS
 CS2769  HISTORY     - 1958     GOOD             CGS
 CS2769  HISTORY     - 1966     GOOD             CGS
 CS2769
 CS2769                          STATION DESCRIPTION
 CS2769
 CS2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2769'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE SEAGOVILLE
 CS2769'HIGH SCHOOL YARD, ABOUT 0.4 MILE NORTHWEST OF THE TRAFFIC
 CS2769'LIGHT ON U.S. HIGHWAY 175.  IT IS 20 FEET NORTHEAST OF THE FENCE
 CS2769'CORNER AND 12 FEET NORTH OF THE EAST-WEST FENCE LINE.  IT IS
 CS2769'STAMPED SEAGO 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 CS2769'
 CS2769'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 1 FOOT WEST OF A
 CS2769'LIGHT POLE AND 6 INCHES NORTH OF THE FENCE LINE.  IT IS
 CS2769'STAMPED SEAGO NO 1 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 CS2769'
 CS2769'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 1 FOOT SOUTH
 CS2769'OF A LIGHT POLE AND 25 FEET NORTHEAST OF A BOARD GATE.  IT IS
 CS2769'STAMPED SEAGO NO 2 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 CS2769'
 CS2769'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWEST OF THE STATION,
 CS2769'25 FEET WEST OF THE CENTER OF U.S. HIGHWAY 175 AND 55 FEET
 CS2769'SOUTHEAST OF DR. A.B. WATKINS HOUSE.  IT IS STAMPED SEAGO
 CS2769'1947 AND SET FLUSH WITH THE GROUND SURFACE.
 CS2769'
 CS2769'TO REACH THE STATION FROM THE POST OFFICE IN SEAGOVILLE.
 CS2769'GO NORTH ON U.S. HIGHWAY 175 FOR 0.45 MILE TO THE SCHOOL
 CS2769'HOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD ON NO 175 FOR
 CS2769'0.25 MI TO THE HOME OF DR. A.B. WATKINS AND THE AZIMUTH
 CS2769'AS DESCRIBED, TURN LEFT AT THE SCHOOL HOUSE PASSING TO THE
 CS2769'SOUTH OF THE BUILDING AND DRIVE TO THE SOUTHWEST CORNER AND
 CS2769'STATION AS DESCRIBED.
 CS2769'
 CS2769'AN 87 FOOT SIGNAL AT TALTY IS VISIBLE AT 37 FEET
 CS2769'
 CS2769'A 74 FOOT SIGNAL AT CRANDALL IS VISIBLE AT 37 FEET
 CS2769'
 CS2769'A 100 FOOT SIGNAL AT WARSAW IS VISIBLE AT 50 FEET
 CS2769'
 CS2769'AN 87 FOOT SIGNAL AT COMBINE IS VISIBLE AT 50 FEET
 CS2769'
 CS2769'A 74 FOOT SIGNAL AT BRISTOL IS VISIBLE AT 50 FEET
 CS2769'
 CS2769'AN 87 FOOT SIGNAL AT TEN IS VISIBLE FROM THE GROUND
 CS2769'
 CS2769'AN 87 FOOT SIGNAL AT INDIA IS VISIBLE AT 37 FEET.
 CS2769'
 CS2769'AN 87 FOOT SIGNAL AT PARSONS IS VISIBLE AT 37 FEET
 CS2769'
 CS2769'AN 87 FOOT SIGNAL AT SLOUGH IS VISIBLE AT 64 FEET
 CS2769'
 CS2769'A 74 FOOT SIGNAL AT NEWTON IS VISIBLE AT 64 FEET
 CS2769'
 CS2769'AN 87 FOOT SIGNAL AT RYLIE IS VISIBLE AT 64 FEET
 CS2769'
 CS2769'A 74 FOOT SIGNAL AT HICKORY IS VISIBLE AT 64 FEET
 CS2769'
 CS2769'AN 87 FOOT SIGNAL AT MESQUITE IS VISIBLE AT 64 FEET
 CS2769'
 CS2769'A 74 FOOT SIGNAL AT FOURNEY IS VISIBLE AT 50 FEET
 CS2769'
 CS2769'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CS2769
 CS2769                          STATION RECOVERY (1957)
 CS2769
 CS2769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CS2769'ALL MARKS FOUND IN GOOD CONDITION.
 CS2769'
 CS2769'STATION IS LOCATED IN THE SOUTH CORNER OF THE SEAGOVILLE
 CS2769'HIGH SCHOOL YARD.  520 FEET SW OF N. KAUFMAN STREET.  64 FEET
 CS2769'NE OF A FENCE CORNER.  10 FEET NW OF A FENCE.  A STANDARD
 CS2769'USC AND GS DISK STAMPED SEAGO 1947 AND SET FLUSH WITH THE
 CS2769'GROUND.
 CS2769'
 CS2769'REFERENCE MARK 1 IS 92.5 FEET NE OF STATION, 1 FOOT NW
 CS2769'OF A FENCE.  STANDARD DISK STAMPED SEAGO NO 1 1947 AND SET
 CS2769'FLUSH WITH THE GROUND.
 CS2769'
 CS2769'REFERENCE MARK 2 IS 135 FEET NW OF STATION.  57 FEET NE OF
 CS2769'BOIS D ARC TREE.  STANDARD DISK STAMPED SEAGO NO 2 1947 AND
 CS2769'SET FLUSH WITH GROUND.
 CS2769
 CS2769                          STATION RECOVERY (1958)
 CS2769
 CS2769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2769'STATION, THE AZIMUTH MARK AND THE TWO REFERENCE MARKS WERE
 CS2769'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK
 CS2769'IS NOT VISIBLE FROM THE STATION BECAUSE OF TREES AND BUILDINGS.
 CS2769
 CS2769                          STATION RECOVERY (1966)
 CS2769
 CS2769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2769'THE STATION MARK, REFERENCE MARKS NO 1 NO 2 AND AZIMUTH
 CS2769'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CS2769'FOR PROCEEDING TO STATION SITE ARE CORRECT.  WITH THE FOLLOW
 CS2769'NOTE.  THE HIGH SCHOOL HAS BEEN DESTROYED AND A NEW CENTRAL
 CS2769'ELEMENTARY SCHOOL HAS BEEN BUILT AT THE SAME LOCATION.
 CS2769'
 CS2769'THE AZIMUTH MARK IS 25 FEET WEST OF CENTER LINE OF NORTH
 CS2769'KAUFMAN STREET AND 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CS2769'OF DR. A.B. WATKINS PORCH.  AND 2 FEET EAST OF A TELEPHONE
 CS2769'POLE NO. 721.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2771 ***********************************************************************
 CS2771  DESIGNATION -  SEAGOVILLE FED CORRECT INST TK
 CS2771  PID         -  CS2771
 CS2771  STATE/COUNTY-  TX/DALLAS
 CS2771  USGS QUAD   -  SEAGOVILLE (1973)
 CS2771
 CS2771                         *CURRENT SURVEY CONTROL
 CS2771  ___________________________________________________________________
 CS2771* NAD 83(1993)-  32 39 09.40893(N)    096 34 14.91656(W)     ADJUSTED  
 CS2771* NAVD 88     -                                                        
 CS2771  ___________________________________________________________________
 CS2771  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 CS2771  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CS2771
 CS2771  HORZ ORDER  -  THIRD
 CS2771
 CS2771.The horizontal coordinates were established by classical geodetic methods
 CS2771.and adjusted by the National Geodetic Survey in February 1996..
 CS2771
 CS2771
 CS2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2771
 CS2771.The geoid height was determined by GEOID03.
 CS2771
 CS2771;                    North         East     Units Scale Factor Converg.
 CS2771;SPC TXNC     - 2,110,993.459   780,963.324   MT  0.99989672   +1 03 07.8
 CS2771;SPC TXNC     - 6,925,817.71  2,562,210.51   sFT  0.99989672   +1 03 07.8
 CS2771;UTM  14      - 3,615,383.611   727,838.624   MT  1.00024015   +1 18 40.4
 CS2771
 CS2771                          SUPERSEDED SURVEY CONTROL
 CS2771
 CS2771  NAD 83(1986)-  32 39 09.41608(N)    096 34 14.89919(W) AD(       ) 4
 CS2771  NAD 27      -  32 39 08.93600(N)    096 34 13.93300(W) AD(       ) 3
 CS2771
 CS2771.Superseded values are not recommended for survey control.
 CS2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2771.See file dsdata.txt to determine how the superseded data were derived.
 CS2771
 CS2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2783915384(NAD 83)
 CS2771_MARKER: 53 = ELEVATED TANK
 CS2771
 CS2771  HISTORY     - Date     Condition        Report By
 CS2771  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2771  HISTORY     - 1958     GOOD             CGS
 CS2771  HISTORY     - 1960     GOOD             CGS
 CS2771  HISTORY     - 1985     GOOD             USPSQD
 CS2771
 CS2771                          STATION DESCRIPTION
 CS2771
 CS2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2771'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF SEAGOVILLE
 CS2771'AND IS SOUTHWEST OF U.S. HIGHWAY 175.  IT IS A LARGE ELEVATED
 CS2771'TANK, PAINTED ALUMINUM, AND ITS OVERALL HEIGHT IS ABOUT 120
 CS2771'FEET.  IT HAS A RED LIGHT ON THE APEX OF THE TANK WHICH WAS
 CS2771'OBSERVED.
 CS2771
 CS2771                          STATION RECOVERY (1958)
 CS2771
 CS2771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2771'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 CS2771'AS DESCRIBED.
 CS2771
 CS2771                          STATION RECOVERY (1960)
 CS2771
 CS2771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2771'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2771'
 CS2771'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2771
 CS2771                          STATION RECOVERY (1985)
 CS2771
 CS2771'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2770 ***********************************************************************
 CS2770  DESIGNATION -  SEAGOVILLE MUNICIPAL TANK
 CS2770  PID         -  CS2770
 CS2770  STATE/COUNTY-  TX/DALLAS
 CS2770  USGS QUAD   -  SEAGOVILLE (1973)
 CS2770
 CS2770                         *CURRENT SURVEY CONTROL
 CS2770  ___________________________________________________________________
 CS2770* NAD 83(1993)-  32 38 19.50662(N)    096 32 23.92628(W)     ADJUSTED  
 CS2770* NAVD 88     -                                                        
 CS2770  ___________________________________________________________________
 CS2770  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 CS2770  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CS2770
 CS2770  HORZ ORDER  -  THIRD
 CS2770
 CS2770.The horizontal coordinates were established by classical geodetic methods
 CS2770.and adjusted by the National Geodetic Survey in February 1996..
 CS2770
 CS2770
 CS2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2770
 CS2770.The geoid height was determined by GEOID03.
 CS2770
 CS2770;                    North         East     Units Scale Factor Converg.
 CS2770;SPC TXNC     - 2,109,510.173   783,883.665   MT  0.99989842   +1 04 08.3
 CS2770;SPC TXNC     - 6,920,951.29  2,571,791.66   sFT  0.99989842   +1 04 08.3
 CS2770;UTM  14      - 3,613,913.011   730,766.661   MT  1.00025671   +1 19 38.6
 CS2770
 CS2770                          SUPERSEDED SURVEY CONTROL
 CS2770
 CS2770  NAD 83(1986)-  32 38 19.51387(N)    096 32 23.90911(W) AD(       ) 4
 CS2770  NAD 27      -  32 38 19.03100(N)    096 32 22.94600(W) AD(       ) 3
 CS2770
 CS2770.Superseded values are not recommended for survey control.
 CS2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2770.See file dsdata.txt to determine how the superseded data were derived.
 CS2770
 CS2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3076713913(NAD 83)
 CS2770_MARKER: 53 = ELEVATED TANK
 CS2770
 CS2770  HISTORY     - Date     Condition        Report By
 CS2770  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2770  HISTORY     - 1958     GOOD             CGS
 CS2770  HISTORY     - 1960     GOOD             CGS
 CS2770  HISTORY     - 1985     GOOD             USPSQD
 CS2770
 CS2770                          STATION DESCRIPTION
 CS2770
 CS2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2770'THE STATION IS LOCATED IN THE SOUTHWEST PART OF SEAGOVILLE
 CS2770'ABOUT 0.15 MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 CS2770'175 AND MALLOY BRIDGE ROAD, 150 FEET SOUTHWEST OF MALLOY
 CS2770'BRIDGE ROAD AND 250 FEET NORTHEAST OF A COTTON GIN.  IT IS
 CS2770'A 4 LEGGED, BLACK PAINTED STEEL WATER TANK ABOUT 125 FEET
 CS2770'HIGH.  THE NAME SEAGOVILLE IS PAINTED IN WHITE LETTERS ON
 CS2770'THE NORTHWEST AND SOUTHEAST SIDES.
 CS2770'
 CS2770'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2770
 CS2770                          STATION RECOVERY (1958)
 CS2770
 CS2770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2770'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 CS2770'AS DESCRIBED.
 CS2770
 CS2770                          STATION RECOVERY (1960)
 CS2770
 CS2770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2770'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 CS2770'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2770
 CS2770                          STATION RECOVERY (1985)
 CS2770
 CS2770'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0180 ***********************************************************************
 CV0180  DESIGNATION -  SEAGRAVES
 CV0180  PID         -  CV0180
 CV0180  STATE/COUNTY-  TX/GAINES
 CV0180  USGS QUAD   -  SEAGRAVES (1970)
 CV0180
 CV0180                         *CURRENT SURVEY CONTROL
 CV0180  ___________________________________________________________________
 CV0180* NAD 83(1986)-  32 56 30.     (N)    102 33 47.     (W)     SCALED    
 CV0180* NAVD 88     -      1022.401  (meters)    3354.33   (feet)  ADJUSTED  
 CV0180  ___________________________________________________________________
 CV0180  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CV0180  DYNAMIC HT  -        1021.048 (meters)    3349.89  (feet)  COMP
 CV0180  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 CV0180
 CV0180  VERT ORDER  -  FIRST     CLASS II
 CV0180
 CV0180.The horizontal coordinates were scaled from a topographic map and have
 CV0180.an estimated accuracy of +/- 6 seconds.
 CV0180
 CV0180.The orthometric height was determined by differential leveling
 CV0180.and adjusted by the National Geodetic Survey in June 1991..
 CV0180
 CV0180.The geoid height was determined by GEOID03.
 CV0180
 CV0180.The dynamic height is computed by dividing the NAVD 88
 CV0180.geopotential number by the normal gravity value computed on the
 CV0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0180.degrees latitude (g = 980.6199 gals.).
 CV0180
 CV0180.The modeled gravity was interpolated from observed gravity values.
 CV0180
 CV0180;                    North         East    Units  Estimated Accuracy
 CV0180;SPC TXNC     - 2,148,730.      220,190.      MT  (+/- 180 meters Scaled)
 CV0180
 CV0180                          SUPERSEDED SURVEY CONTROL
 CV0180
 CV0180  NGVD 29 (??/??/92) 1022.089  (m)         3353.30   (f) ADJ UNCH    1 2
 CV0180
 CV0180.Superseded values are not recommended for survey control.
 CV0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0180.See file dsdata.txt to determine how the superseded data were derived.
 CV0180
 CV0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS278474(NAD 83)
 CV0180_MARKER: DB = BENCH MARK DISK
 CV0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0180_SP_SET: CONCRETE BASE
 CV0180_STAMPING: 3353.304 SEAGRAVES 1934
 CV0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0180
 CV0180  HISTORY     - Date     Condition        Report By
 CV0180  HISTORY     - 1934     MONUMENTED       CGS
 CV0180  HISTORY     - 1943     GOOD             NGS
 CV0180
 CV0180                          STATION DESCRIPTION
 CV0180
 CV0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CV0180'IN SEAGRAVES.
 CV0180'AT SEAGRAVES, GAINES COUNTY, ON MAIN AVENUE, IN THE BRICK FACE OF THE
 CV0180'FIRST STATE BANK BUILDING, 25 INCHES SOUTHEAST OF THE SOUTHEAST WINDOW
 CV0180'EDGE, 9 INCHES NORTHWEST OF THE SOUTHEAST CORNER, 4 INCHES ABOVE THE
 CV0180'CONCRETE BASE, AND ABOUT 4 FEET HIGHER THAN THE SIDEWALK. A STANDARD
 CV0180'DISK, STAMPED 3353.304 SEAGRAVES 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0812 ***********************************************************************
 CV0812  DESIGNATION -  SEAGRAVES WATER TANK
 CV0812  PID         -  CV0812
 CV0812  STATE/COUNTY-  TX/GAINES
 CV0812  USGS QUAD   -  SEAGRAVES (1970)
 CV0812
 CV0812                         *CURRENT SURVEY CONTROL
 CV0812  ___________________________________________________________________
 CV0812* NAD 83(1993)-  32 56 28.98483(N)    102 33 54.56707(W)     ADJUSTED  
 CV0812* NAVD 88     -                                                        
 CV0812  ___________________________________________________________________
 CV0812  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CV0812  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CV0812
 CV0812  HORZ ORDER  -  THIRD
 CV0812
 CV0812.The horizontal coordinates were established by classical geodetic methods
 CV0812.and adjusted by the National Geodetic Survey in February 1996..
 CV0812
 CV0812
 CV0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0812
 CV0812.The geoid height was determined by GEOID03.
 CV0812
 CV0812;                    North         East     Units Scale Factor Converg.
 CV0812;SPC TXNC     - 2,148,706.400   219,989.534   MT  0.99987446   -2 13 01.6
 CV0812;SPC TXNC     - 7,049,547.58    721,749.00   sFT  0.99987446   -2 13 01.6
 CV0812;UTM  13      - 3,647,419.948   727,631.332   MT  1.00023894   +1 19 28.5
 CV0812
 CV0812                          SUPERSEDED SURVEY CONTROL
 CV0812
 CV0812  NAD 83(1993)-  32 56 28.99229(N)    102 33 54.55888(W) AD(       ) 4
 CV0812  NAD 83(1986)-  32 56 28.99229(N)    102 33 54.55823(W) AD(       ) 4
 CV0812  NAD 27      -  32 56 28.68900(N)    102 33 52.83500(W) AD(       ) 3
 CV0812
 CV0812.Superseded values are not recommended for survey control.
 CV0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0812.See file dsdata.txt to determine how the superseded data were derived.
 CV0812
 CV0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2763147420(NAD 83)
 CV0812_MARKER: 51 = TANK
 CV0812
 CV0812  HISTORY     - Date     Condition        Report By
 CV0812  HISTORY     - 1935     FIRST OBSERVED   CGS
 CV0812
 CV0812                          STATION DESCRIPTION
 CV0812
 CV0812'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2645 ***********************************************************************
 AX2645  DESIGNATION -  SEALY
 AX2645  PID         -  AX2645
 AX2645  STATE/COUNTY-  TX/AUSTIN
 AX2645  USGS QUAD   -  SAN FELIPE (1980)
 AX2645
 AX2645                         *CURRENT SURVEY CONTROL
 AX2645  ___________________________________________________________________
 AX2645* NAD 83(1993)-  29 47 52.12241(N)    096 06 53.53673(W)     ADJUSTED  
 AX2645* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 AX2645  ___________________________________________________________________
 AX2645  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AX2645  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX2645
 AX2645  HORZ ORDER  -  FIRST
 AX2645
 AX2645.The horizontal coordinates were established by classical geodetic methods
 AX2645.and adjusted by the National Geodetic Survey in February 1996..
 AX2645
 AX2645.The orthometric height was scaled from a topographic map.
 AX2645
 AX2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2645
 AX2645.The geoid height was determined by GEOID03.
 AX2645
 AX2645;                    North         East     Units Scale Factor Converg.
 AX2645;SPC TXSC     - 4,221,158.384   878,880.543   MT  0.99989577   +1 24 48.5
 AX2645;SPC TXSC     -13,848,917.13  2,883,460.58   sFT  0.99989577   +1 24 48.5
 AX2645;UTM  14      - 3,299,872.823   778,886.409   MT  1.00055975   +1 26 04.8
 AX2645
 AX2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2645!SPC TXSC     -   0.99999517  x   0.99989577  =   0.99989094
 AX2645!UTM  14      -   0.99999517  x   1.00055975  =   1.00055491
 AX2645
 AX2645|---------------------------------------------------------------------|
 AX2645| PID    Reference Object                     Distance      Geod. Az  |
 AX2645|                                                           dddmmss.s |
 AX2645| CV6769 SEALY RM 1                           18.683 METERS 09232     |
 AX2645| CV6770 SEALY RM 2                           30.968 METERS 20029     |
 AX2645| CV6768 SEALY AZ MK 2                                      2323934.7 |
 AX2645| CV6767 SEALY AZ MK                                        2325225.7 |
 AX2645| AX2646 SEALY IMMACULATE CON CATH CH        APPROX. 4.9 KM 2444257.1 |
 AX2645| AX2667 BELLVILLE MUNICIPAL TANK            APPROX.21.9 KM 3203925.2 |
 AX2645| AX2668 BELLVILLE AUSTIN CO CH TOWER        APPROX.21.8 KM 3205343.4 |
 AX2645|---------------------------------------------------------------------|
 AX2645
 AX2645                          SUPERSEDED SURVEY CONTROL
 AX2645
 AX2645  NAD 83(1986)-  29 47 52.13753(N)    096 06 53.52039(W) AD(       ) 1
 AX2645  NAD 27      -  29 47 51.29904(N)    096 06 52.67104(W) AD(       ) 1
 AX2645
 AX2645.Superseded values are not recommended for survey control.
 AX2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2645.See file dsdata.txt to determine how the superseded data were derived.
 AX2645
 AX2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7888699873(NAD 83)
 AX2645_MARKER: DS = TRIANGULATION STATION DISK
 AX2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2645
 AX2645  HISTORY     - Date     Condition        Report By
 AX2645  HISTORY     - 1935     MONUMENTED       CGS
 AX2645  HISTORY     - 1937     GOOD             TXHD
 AX2645  HISTORY     - 1954     GOOD             CGS
 AX2645  HISTORY     - 1960     GOOD             USGS
 AX2645  HISTORY     - 1960     GOOD             HLPCO
 AX2645  HISTORY     - 1988     GOOD             USPSQD
 AX2645  HISTORY     - 19991017 GOOD             USPSQD
 AX2645
 AX2645                          STATION DESCRIPTION
 AX2645
 AX2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX2645'THIS STATION IS ABOUT 11 MILES SE OF BELLVILLE AND 2 MILES NE
 AX2645'OF SEALY, IN THE RIGHT-OF-WAY FENCE LINE, 1 FOOT E OF THE
 AX2645'RIGHT-OF-WAY FENCE LINE, 21 FEET S OF DEAD TREE IN FENCE LINE,
 AX2645'60 FEET W OF GARAGE, 24 FEET W OF THE CENTER LINE OF THE ROAD,
 AX2645'70 FEET NW OF GATE INTO THOMASS YARD.  THE MARK PROJECTS 6
 AX2645'INCHES.
 AX2645'
 AX2645'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AX2645'BRONZE DISKS SET IN CONCRETE.
 AX2645'
 AX2645'REFERENCE MARK NO. 1 IS E OF THE STATION, 6 FEET N OF THE
 AX2645'GARAGE, 1 FOOT W OF FENCE LINE AND A 6-INCH TREE, 21 FEET S OF
 AX2645'1-FOOT TREE IN FENCE LINE, AND PROJECTS 6 INCHES.  REFERENCE
 AX2645'MARK NO. 2 IS S OF THE STATION, 1 FOOT E OF THE RIGHT-OF-WAY
 AX2645'FENCE LINE, 18 FEET W OF THE CENTER LINE OF THE ROAD, AND
 AX2645'PROJECTS 4 INCHES.
 AX2645'
 AX2645'AZIMUTH MARK IS SW OF THE STATION, 1 FOOT S OF THE FENCE LINE,
 AX2645'3 FEET SE OF STUMP IN THE FENCE CORNER, 19 FEET S OF THE CENTER
 AX2645'LINE OF THE ROAD, 36 FEET E OF INTERSECTION OF ROADS, AND
 AX2645'PROJECTS 8 INCHES.
 AX2645'
 AX2645'TO REACH STATION FROM SEALY, GO E ON DIRT ROAD FROM RAILROAD
 AX2645'STATION, 0.95 MILE TO TURN, THENCE N 0.25 MILE, THENCE E 0.3
 AX2645'MILE, JOG N 0.15 MILE, THENCE E 0.65 MILE TO TURN NE, THENCE
 AX2645'NE 0.5 MILE, THENCE E 0.15 MILE, THENCE N 0.2 MILE TO WILL
 AX2645'THOMAS HOUSE ON RIGHT AND STATION ON LEFT.
 AX2645'
 AX2645'A 77-FOOT TOWER WAS USED.
 AX2645'
 AX2645'ALL LIGHTS COME INTO VIEW AT 15 FEET.
 AX2645
 AX2645                          STATION RECOVERY (1937)
 AX2645
 AX2645'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AX2645'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 AX2645
 AX2645                          STATION RECOVERY (1954)
 AX2645
 AX2645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2645'ALL MARKS FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 AX2645'
 AX2645'TO REACH THE STATION FROM THE DEPOT IN SEALY, GO EASTERLY ON
 AX2645'A GRAVEL AND PAVED ROAD 0.6 MILE TO A ROAD RIGHT.  TURN RIGHT,
 AX2645'FOLLOW ROAD EAST AND NORTH 1.0 MILE TO A ROAD RIGHT.  TURN
 AX2645'RIGHT, GO 1.15 MILES TO A T-INTERSECTION AND THE AZIMUTH MARK
 AX2645'ON THE RIGHT.  TURN RIGHT, GO 0.15 MILE TO A ROAD LEFT JUST
 AX2645'AFTER CROSSING A CATTLE GUARD.  TURN LEFT, GO 0.2 MILE TO A
 AX2645'HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 AX2645
 AX2645                          STATION RECOVERY (1960)
 AX2645
 AX2645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AX2645'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 AX2645'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS ABOUT TO BE
 AX2645'DESTROYED BY HIGHWAY CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 AX2645'SET AND THE DIRECTION TO IT IS AS SHOWN BELOW.
 AX2645
 AX2645                          STATION RECOVERY (1960)
 AX2645
 AX2645'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1960 (SET)
 AX2645'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AX2645'
 AX2645'THE AZIMUTH MARK IS IN IMMEDIATE DANGER IN BEING LOST FROM
 AX2645'EROSION OF THE ROAD DITCH.  IT SHOULD EITHER BE RESET OR
 AX2645'A NEW ONE ESTABLISHED.
 AX2645
 AX2645                          STATION RECOVERY (1988)
 AX2645
 AX2645'RECOVERY NOTE BY US POWER SQUADRON 1988 (PRH)
 AX2645'RECOVERED IN GOOD CONDITION.
 AX2645
 AX2645                          STATION RECOVERY (1999)
 AX2645
 AX2645'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2646 ***********************************************************************
 AX2646  DESIGNATION -  SEALY IMMACULATE CON CATH CH
 AX2646  PID         -  AX2646
 AX2646  STATE/COUNTY-  TX/AUSTIN
 AX2646  USGS QUAD   -  SEALY (1981)
 AX2646
 AX2646                         *CURRENT SURVEY CONTROL
 AX2646  ___________________________________________________________________
 AX2646* NAD 83(1993)-  29 46 44.56957(N)    096 09 37.40615(W)     ADJUSTED  
 AX2646* NAVD 88     -                                                        
 AX2646  ___________________________________________________________________
 AX2646  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AX2646  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX2646
 AX2646  HORZ ORDER  -  THIRD
 AX2646
 AX2646.The horizontal coordinates were established by classical geodetic methods
 AX2646.and adjusted by the National Geodetic Survey in February 1996..
 AX2646
 AX2646
 AX2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2646
 AX2646.The geoid height was determined by GEOID03.
 AX2646
 AX2646;                    North         East     Units Scale Factor Converg.
 AX2646;SPC TXSC     - 4,218,971.484   874,531.951   MT  0.99989319   +1 23 28.2
 AX2646;SPC TXSC     -13,841,742.28  2,869,193.58   sFT  0.99989319   +1 23 28.2
 AX2646;UTM  14      - 3,297,682.935   774,535.776   MT  1.00053004   +1 24 40.3
 AX2646
 AX2646                          SUPERSEDED SURVEY CONTROL
 AX2646
 AX2646  NAD 83(1986)-  29 46 44.58452(N)    096 09 37.39018(W) AD(       ) 4
 AX2646  NAD 27      -  29 46 43.74000(N)    096 09 36.53000(W) AD(       ) 3
 AX2646
 AX2646.Superseded values are not recommended for survey control.
 AX2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2646.See file dsdata.txt to determine how the superseded data were derived.
 AX2646
 AX2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7453697683(NAD 83)
 AX2646_MARKER: 90 = CHURCH SPIRE
 AX2646
 AX2646  HISTORY     - Date     Condition        Report By
 AX2646  HISTORY     - 1935     FIRST OBSERVED   CGS
 AX2646  HISTORY     - 19991024 GOOD             USPSQD
 AX2646  HISTORY     - 20040327 GOOD             USPSQD
 AX2646
 AX2646                          STATION DESCRIPTION
 AX2646
 AX2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX2646'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF THE
 AX2646'IMMACULATE CONCEPTION CATHOLIC CHURCH.  THE CHURCH IS A WOODEN
 AX2646'BUILDING PAINTED YELLOW.  THE BUILDING HAS A HIP ROOF AND
 AX2646'A SQUARE WOODEN BELFRY AT THE N CENTER OVER THE ENTRANCE.
 AX2646'THERE ARE TWO LOUVERED WINDOWS WITH POINTED TOP ON EACH SIDE
 AX2646'OF THE BELFRY.  A PYRAMIDAL GREEN SHINGLE COVERED STEEPLE
 AX2646'SURMOUNTS BELFRY.  STEEPLE HAS A TRIANGULAR LOUVERED DORMER
 AX2646'ON EACH SIDE AT THE BASE.  THERE IS A YELLOW BALL AND CROSS
 AX2646'AT THE TIP OF THE STEEPLE.  THE SPIRE IS ABOUT 75 FEET HIGH.
 AX2646'THE BUILDING WAS ERECTED ABOUT 1900.
 AX2646'
 AX2646'THE CHURCH IS IN THE TOWN OF SEALY, AT THE SE CORNER OF THE
 AX2646'INTERSECTION OF THE THIRD STREET W OF HIGHWAY TEXAS 36 AND
 AX2646'THE FIRST STREET S OF THE MAIN STREET OF TOWN, AND THE THIRD
 AX2646'STREET S OF THE MISSOURI, KANSAS AND TEXAS RAILROAD TRACKS.
 AX2646
 AX2646                          STATION RECOVERY (1999)
 AX2646
 AX2646'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2646'RECOVERED IN GOOD CONDITION.
 AX2646
 AX2646                          STATION RECOVERY (2004)
 AX2646
 AX2646'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0891 ***********************************************************************
 CU0891  DESIGNATION -  SEARS
 CU0891  PID         -  CU0891
 CU0891  STATE/COUNTY-  TX/JONES
 CU0891  USGS QUAD   -  NOODLE (1984)
 CU0891
 CU0891                         *CURRENT SURVEY CONTROL
 CU0891  ___________________________________________________________________
 CU0891* NAD 83(1993)-  32 33 31.07053(N)    100 02 17.72170(W)     ADJUSTED  
 CU0891* NAVD 88     -       578.2    (meters)    1897.     (feet)  VERTCON   
 CU0891  ___________________________________________________________________
 CU0891  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CU0891  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CU0891
 CU0891  HORZ ORDER  -  FIRST
 CU0891
 CU0891.The horizontal coordinates were established by classical geodetic methods
 CU0891.and adjusted by the National Geodetic Survey in February 1996..
 CU0891
 CU0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0891
 CU0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0891
 CU0891.The geoid height was determined by GEOID03.
 CU0891
 CU0891;                    North         East     Units Scale Factor Converg.
 CU0891;SPC TXNC     - 2,099,967.936   455,551.801   MT  0.99990939   -0 50 20.2
 CU0891;SPC TXNC     - 6,889,644.80  1,494,589.53   sFT  0.99990939   -0 50 20.2
 CU0891;UTM  14      - 3,602,833.736   402,528.159   MT  0.99971715   -0 33 31.7
 CU0891
 CU0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0891!SPC TXNC     -   0.99991361  x   0.99990939  =   0.99982301
 CU0891!UTM  14      -   0.99991361  x   0.99971715  =   0.99963078
 CU0891
 CU0891:                Primary Azimuth Mark                     Grid Az
 CU0891:SPC TXNC     -  SEARS AZ MK                              058 12 49.1
 CU0891:UTM  14      -  SEARS AZ MK                              057 56 00.6
 CU0891
 CU0891|---------------------------------------------------------------------|
 CU0891| PID    Reference Object                     Distance      Geod. Az  |
 CU0891|                                                           dddmmss.s |
 CU0891| CX8170 SEARS AZ MK                                        0572228.9 |
 CU0891| CX8171 SEARS RM E                           12.932 METERS 08247     |
 CU0891| CT1168 CHURCH BELFRY W OF MORRISON         APPROX. 8.9 KM 1011118.7 |
 CU0891| CU0920 MERKEL ELEC LT PLANT TALL STK       APPROX.10.4 KM 1624948.2 |
 CU0891| CU0922 MERKEL WATER TANK                   APPROX.10.1 KM 1640128.5 |
 CU0891| CU0921 MERKEL TALL WATER TANK              APPROX.10.2 KM 1643841.4 |
 CU0891| CU0924 MERKEL METHODIST CHURCH SPIRE       APPROX.10.3 KM 1671145.4 |
 CU0891| CU0923 MERKEL MUNICIPAL TANK               APPROX.11.1 KM 1695129.4 |
 CU0891| CX8172 SEARS RM S                           24.772 METERS 17109     |
 CU0891| CU0916 TRENT MUNICIPAL TANK                APPROX.11.0 KM 2252610.4 |
 CU0891|---------------------------------------------------------------------|
 CU0891
 CU0891                          SUPERSEDED SURVEY CONTROL
 CU0891
 CU0891  NAD 83(1986)-  32 33 31.07637(N)    100 02 17.71047(W) AD(       ) 1
 CU0891  NAD 27      -  32 33 30.64900(N)    100 02 16.35900(W) AD(       ) 1
 CU0891  NGVD 29 (07/19/86)  578.0    (m)         1896.     (f) VERT ANG       
 CU0891
 CU0891.Superseded values are not recommended for survey control.
 CU0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0891.See file dsdata.txt to determine how the superseded data were derived.
 CU0891
 CU0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0252802834(NAD 83)
 CU0891_MARKER: N = NAIL
 CU0891_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0891_SP_SET: METAL PIPE AND CONCRETE SURROUND
 CU0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0891
 CU0891  HISTORY     - Date     Condition        Report By
 CU0891  HISTORY     - 1908     MONUMENTED       CGS
 CU0891  HISTORY     - 1912     SEE DESCRIPTION  CGS
 CU0891  HISTORY     - 1937     GOOD             CGS
 CU0891  HISTORY     - 1938     GOOD             TXHD
 CU0891  HISTORY     - 1948     GOOD             CGS
 CU0891  HISTORY     - 1950     GOOD             CGS
 CU0891  HISTORY     - 1956     GOOD             USGS
 CU0891  HISTORY     - 1958     GOOD             CGS
 CU0891  HISTORY     - 1961     GOOD             CGS
 CU0891  HISTORY     - 1965     GOOD             CGS
 CU0891
 CU0891                          STATION DESCRIPTION
 CU0891
 CU0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 CU0891'STATION IS 9 MILES BY ROAD, OR 6 MILES DIRECT, N BY W FROM MERKEL,
 CU0891'A TOWN ON THE TEXAS AND PACIFIC RAILWAY, AND 1 MILE E OF THE
 CU0891'MERKEL-NEINDA PUBLIC ROAD, ON A PROMINENT FLAT-TOPPED HILL IN
 CU0891'THE PASTURE OF JOHN SEARS, OF WHITEWRIGHT, GRAYSON COUNTY.
 CU0891'STATION IS 3 MILES S OF THE VILLAGE OF NOODLE, WHICH IS ON THE
 CU0891'MAIN PUBLIC ROAD.  IT IS IN CLEAR PASTURE LAND ON THE HIGHEST
 CU0891'PART OF THE MORE WESTERN ONE OF TWO MOST SOUTHERN SPURS OF THE
 CU0891'HILL, 115 METERS (377 FEET) W OF A N-S RAVINE, ABOUT 60 PACES
 CU0891'NE OF THE HEAD OF A RAVINE RUNNING SW AND ABOUT 300 METERS (984
 CU0891'FEET) NE OF THE END OF THE SPUR.  SURFACE MARK IS LARGE NAIL IN
 CU0891'IRON PIPE SET IN CONCRETE.  UNDERGROUND MARK IS OLD TYPE
 CU0891'STATION MARK SET IN BEDROCK.  REFERENCE MARK IS A LARGE NAIL IN
 CU0891'IRON PIPE SET IN CONCRETE.  IT IS 12.94 METERS (42.5 FEET)
 CU0891'FROM THE STATION.  THE E GABLE OF A
 CU0891'HOUSE IN THE SW CORNER OF THE PASTURE, NEAR THE
 CU0891'MERKEL-NEINDA ROAD, IS ABOUT 3/4 OF A MILE FROM THE STATION
 CU0891'S 73 DEG 45 MIN W.
 CU0891
 CU0891                          STATION RECOVERY (1937)
 CU0891
 CU0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU0891'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  FOLLOWING IS
 CU0891'NEW DESCRIPTION.
 CU0891'
 CU0891'ABOUT 6 MILES N BY W OF MERKEL AND 6 MILES NE OF TRENT NEAR
 CU0891'THE SOUTHWESTERN END OF A PROMINENT FLAT TOPPED RIDGE IN
 CU0891'PASTURE LAND.  OWNER NOT KNOWN.
 CU0891'
 CU0891'STATION ABOUT 1/4 MILE S OF THE HIGHEST PART OF THE RIDGE ON THE
 CU0891'MORE WESTERN ONE OF TWO MOST SOUTHERN SPURS OF THE HILL, ABOUT
 CU0891'115 METERS W OF THE N AND S RAVINE, AND ABOUT 60 PACES NE OF THE
 CU0891'HEAD OF A RAVINE RUNNING SW AND ABOUT 300 METERS NE OF THE END
 CU0891'OF SPUR AND 0.1 MILE S OF ROAD.
 CU0891'
 CU0891'SURFACE MARK IS A LARGE NAIL IN IRON PIPE SET IN CONCRETE FLUSH
 CU0891'WITH THE GROUND.
 CU0891'
 CU0891'UNDERGROUND MARK IS OLD TYPE STATION MARK SET IN BEDROCK.
 CU0891'
 CU0891'REFERENCE MARK (1908) IS AN IRON PIPE IN CONCRETE FLUSH WITH
 CU0891'THE SURFACE OF THE GROUND AND E OF STATION.
 CU0891'
 CU0891'ONE NEW REFERENCE MARK AND AN AZIMUTH WERE SET.
 CU0891'
 CU0891'REFERENCE MARK (1937) IS A STANDARD DISK IN CONCRETE POST
 CU0891'PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND S OF
 CU0891'STATION.
 CU0891'
 CU0891'AZIMUTH IS A STANDARD DISK IN CONCRETE POST PROJECTING 8 INCHES
 CU0891'0.3 MILE NE OF STATION, 8 FEET S OF SW CORNER OF WOODED CORRAL
 CU0891'AND 1 FOOT W OF FENCE.
 CU0891'
 CU0891'STATION REACHED FROM MERKEL DEPOT BY GOING W ON U.S. HIGHWAY
 CU0891'80 FOR 0.45 MILE, THENCE LEAVE HIGHWAY, TURN RIGHT N ON GRADED DIRT
 CU0891'ROAD FOR 1.05 MILES, THENCE LEFT (W) FOR 0.85 MILE, THENCE
 CU0891'RIGHT (N) FOR 5.75 MILES TO A GATE ON THE RIGHT, THENCE LEAVE
 CU0891'GRADED ROAD, TURN RIGHT E THROUGH GATE AND FOLLOW TRAIL ROAD
 CU0891'THROUGH PASTURE ALONG N SIDE OF FENCE AND FIELD FOR 0.35 MILE TO
 CU0891'NE CORNER OF FIELD AND FENCE CORNER, THEN TURN RIGHT AND GO S
 CU0891'ON TRAIL ROAD FOR 0.5 MILE TO A FORK, THENCE LEFT FORK SE 0.6
 CU0891'MILE, THEN LEAVE ROAD, TURN RIGHT AND GO S 0.1 MILE TO STATION.
 CU0891
 CU0891                          STATION RECOVERY (1938)
 CU0891
 CU0891'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0891'DESCRIPTION AS GIVEN IN REACHING THE STATION IS SATISFACTORY.
 CU0891'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CU0891'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CU0891
 CU0891                          STATION RECOVERY (1948)
 CU0891
 CU0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CAS)
 CU0891'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 CU0891'O.S.R. IN 1937.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CU0891'THE DESCRIPTION IS ADEQUATE.
 CU0891
 CU0891                          STATION RECOVERY (1950)
 CU0891
 CU0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 CU0891'STATION WAS RECOVERED, AND ALL MARKS FOUND TO BE IN GOOD
 CU0891'CONDITION.  DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 CU0891
 CU0891                          STATION RECOVERY (1956)
 CU0891
 CU0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CU0891'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32100-1, STATION 1014.
 CU0891'
 CU0891'RECOVERED BY USGS IN 1956 AND REVISED DESCRIPTION FOLLOWS
 CU0891'
 CU0891'STATION IS LOCATED ABOUT 6 MI. N. AND 1 MI. W. OF MERKEL, TEXAS.
 CU0891'
 CU0891'TO REACH FROM MERKEL, PROCEED N. ON STATE FARM ROAD 126 FOR 6.0 MI.
 CU0891'TO T-RD. W., THENCE W. ON COUNTY RD. FOR 1.2 MI. TO GATE ON N. SIDE
 CU0891'OF RD., STATION LIES APPROXIMATELY 0.5 MI. N. FROM THIS POINT AND
 CU0891'0.25 MI. S. OF CREST OF RIDGE.
 CU0891'
 CU0891'STATION MARK--A LARGE NAIL SET IN THE TOP OF A 2 IN. IRON PIPE WHICH
 CU0891'IS EMBEDDED IN A LARGE MASS OF CONCRETE WHICH IS FLUSH.  THERE IS NO
 CU0891'STAMPING.
 CU0891
 CU0891                          STATION RECOVERY (1958)
 CU0891
 CU0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0891'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 CU0891'
 CU0891'TO REACH THE STATION FROM MERKEL, FROM THE JUNCTION OF OLD U.S.
 CU0891'HIGHWAYS 80 AND 84 AND FARM ROAD 126 (ABOUT 1-1/2 BLOCKS WEST
 CU0891'OF THE DEPOT), GO NORTH ON FARM ROAD 126 FOR 1.05 MILES TO A
 CU0891'SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 0.35 MILE TO A
 CU0891'T-INTERSECTION, TURN RIGHT AND GO NORTH AND WEST FOR 0.9 MILE TO
 CU0891'A T-ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 5.25 MILES TO A
 CU0891'BOARD GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND FOLLOW
 CU0891'ROAD EAST AND SOUTHEAST FOR 0.45 MILE TO FORKS, TAKE LEFT FORK
 CU0891'EASTERLY FOR 0.5 MILE THEN TURN RIGHT OFF ROAD AND GO SOUTH
 CU0891'FOR 0.1 MILE TO HIGHEST POINT OF RIDGE AND STATION.
 CU0891
 CU0891                          STATION RECOVERY (1961)
 CU0891
 CU0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CU0891'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CU0891'TO BE IN GOOD CONDITION.  THE MEASUREMENTS AND DIRECTIONS TO
 CU0891'BOTH REFERENCE MARKS WERE CHECKED IN THE FIELD AND FOUND TO BE
 CU0891'ACCURATE.  A NEW TO REACH FOR THE STATION AND THE AZIMUTH MARK
 CU0891'FOLLOWS.
 CU0891'
 CU0891'THE STATION IS ABOUT 6 MILES NORTH OF MERKEL, AND 6 MILES
 CU0891'NORTHEAST OF TRENT, AND NEAR THE SOUTHWEST END OF A PROMINENT
 CU0891'FLAT TOPPED RIDGE IN PASTURE LAND.
 CU0891'
 CU0891'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 126 AND
 CU0891'LOOP 39 IN THE CENTER OF MERKEL, GO NORTH ON FARM ROAD 126 FOR 0.5
 CU0891'MILE TO AN UNDER PASS.  CONTINUE NORTH ON FARM ROAD 126 FOR 3.85
 CU0891'MILES TO THE JUNCTION OF FARM ROAD 605.  CONTINUE NORTH ON FARM
 CU0891'ROAD 126 FOR 1.65 MILES TO A SIDE ROAD LEFT AND SIGN LEFT
 CU0891'HEBRON MISSIONARY BAPTIST CHURCH.  TURN LEFT AND GO WEST ON
 CU0891'GRAVEL ROAD FOR 1.1 MILES TO A SIDE ROAD RIGHT, CATTLE GUARD
 CU0891'AND SIGN RIGHT CROWN CENTRAL PET CORP. LEASED.  TURN RIGHT AND
 CU0891'PASS OVER CATTLE GUARD AND GO NORTH ON MAIN TRAVELED ROAD FOR
 CU0891'0.2 MILE TO A FORK.  KEEP LEFT FORK AND GO WESTERLY ON MAIN
 CU0891'TRAVELED ROAD FOR 0.15 MILE TO A FORK, KEEP RIGHT FORK AND
 CU0891'GO NORTH UP HILL ON MAIN TRAVELED ROAD FOR 0.35 MILE TO A
 CU0891'FORK.  (TO REACH THE AZIMUTH MARK FROM HERE GO EASTERLY ON
 CU0891'RIGHT FORK FOR 0.2 MILE TO CORRALS AND AZIMUTH MARK AT
 CU0891'SOUTHWEST CORNER OF CORRALS).  TAKE LEFT FORK AND GO
 CU0891'WESTERLY FOR 0.05 MILE TO A DIM TRACK ROAD ON THE LEFT.
 CU0891'TAKE LEFT FORK AND GO SOUTHERLY ON DIM TRACK ROAD FOR 0.05
 CU0891'MILE TO THE STATION.
 CU0891'
 CU0891'THE STATION IS A LARGE NAIL SET IN THE TOP OF A 2-INCH IRON
 CU0891'PIPE WHICH IS EMBEDED IN A LARGE MASS OF CONCRETE WHICH IS
 CU0891'FLUSH.  THERE IS NO STAMPING.  IT IS 300 METERS NORTHEAST OF A
 CU0891'SPUR, 0.1 MILE SOUTH OF THE ROAD, 115 METERS WEST OF A NORTH-SOUTH
 CU0891'RAVINE, 60 PACES NORTHEST OF THE HEAD OF A RAVINE RUNNING NORTH
 CU0891'AND SOUTH, AND 5 FEET SOUTHEAST OF A METAL WITNESS POST.
 CU0891'
 CU0891'REFERENCE MARK SEARS 1908, IS A LARGE NAIL SET IN THE TOP OF A
 CU0891'2-INCH PIPE WHICH IS SET IN A LARGE MASS OF CONCRETE WHICH IS
 CU0891'FLUSH WITH THE GROUND.  THERE IS NO STAMPING.  IT IS 45 FEET
 CU0891'EAST-NORTHEAST OF A WITNESS POST.
 CU0891'
 CU0891'REFERENCE MARK SEARS 1937 IS A STANDARD DISK SET IN THE TOP OF A
 CU0891'10X10-INCH CONCRETE MONUMENT WHICH PROJECTS 8 INCHES AND IS
 CU0891'STAMPED SEARS 1937.  IT IS 87 FEET SOUTH-SOUTHEAST OF A WITNESS
 CU0891'POST.
 CU0891'
 CU0891'AZIMUTH MARK IS A STANDARD DISK STAMPED SEARS 1908 1937, SET
 CU0891'IN THE TOP OF A 10X10-INCH CONCRETE MONUMENT WHICH PROJECTS
 CU0891'6 INCHES.  IT IS 2.5 FEET SOUTH OF A WITNESS POST, AND 1 FOOT
 CU0891'WEST OF A NORTH-SOUTH FENCE LINE.
 CU0891
 CU0891                          STATION RECOVERY (1965)
 CU0891
 CU0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EFS)
 CU0891'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CU0891'
 CU0891'IT APPEARS THAT THE MERKEL WATER TANK HAS BEEN MOVED.  THE
 CU0891'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0615 ***********************************************************************
 CE0615  DESIGNATION -  SEARS
 CE0615  PID         -  CE0615
 CE0615  STATE/COUNTY-  TX/EL PASO
 CE0615  USGS QUAD   -  EL PASO (1997)
 CE0615
 CE0615                         *CURRENT SURVEY CONTROL
 CE0615  ___________________________________________________________________
 CE0615* NAD 83(1993)-  31 47 00.83670(N)    106 27 37.90287(W)     ADJUSTED  
 CE0615* NAVD 88     -      1150.4    (meters)    3774.     (feet)  VERTCON   
 CE0615  ___________________________________________________________________
 CE0615  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 CE0615  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0615
 CE0615  HORZ ORDER  -  FIRST
 CE0615
 CE0615.The horizontal coordinates were established by classical geodetic methods
 CE0615.and adjusted by the National Geodetic Survey in February 1996..
 CE0615
 CE0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0615
 CE0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0615
 CE0615.The geoid height was determined by GEOID03.
 CE0615
 CE0615;                    North         East     Units Scale Factor Converg.
 CE0615;SPC TX C     - 3,250,655.849   119,974.216   MT  0.99997472   -3 09 21.1
 CE0615;SPC TX C     -10,664,860.06    393,615.41   sFT  0.99997472   -3 09 21.1
 CE0615;UTM  13      - 3,517,374.457   361,715.475   MT  0.99983584   -0 46 09.8
 CE0615
 CE0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0615!SPC TX C     -   0.99982317  x   0.99997472  =   0.99979790
 CE0615!UTM  13      -   0.99982317  x   0.99983584  =   0.99965904
 CE0615
 CE0615|---------------------------------------------------------------------|
 CE0615| PID    Reference Object                     Distance      Geod. Az  |
 CE0615|                                                           dddmmss.s |
 CE0615| CC8218 SEARS RM 1                            9.204 METERS 00021     |
 CE0615| CE0610 EL PASO AUSTIN SCHOOL CUPOLA        APPROX. 1.9 KM 0250931.6 |
 CE0615| CE0605 EL PASO FT BLISS USACC MICRO        APPROX. 3.7 KM 0425521.5 |
 CE0615| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX. 3.5 KM 0541319.8 |
 CE0615| CE0576 EL PASO LORETTO COLLEGE CUPOLA      APPROX. 2.5 KM 0793905.3 |
 CE0615| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 7.2 KM 1083449.6 |
 CE0615| CC8219 SEARS RM 2                            8.380 METERS 26305     |
 CE0615| CE0618 EL PASO TV TOWER KVIA               APPROX. 1.9 KM 2833427.0 |
 CE0615| CE0619 EL PASO TV TOWER KDBC               APPROX. 2.1 KM 2975436.5 |
 CE0615| CE0621 EL PASO TV TOWER KTSM               APPROX. 3.2 KM 3180353.0 |
 CE0615|---------------------------------------------------------------------|
 CE0615
 CE0615                          SUPERSEDED SURVEY CONTROL
 CE0615
 CE0615  NAD 83(1993)-  31 47 00.83748(N)    106 27 37.90178(W) AD(       ) 1
 CE0615  NAD 83(1986)-  31 47 00.83963(N)    106 27 37.90144(W) AD(       ) 1
 CE0615  NAD 27      -  31 47 00.44956(N)    106 27 35.94957(W) AD(       ) 1
 CE0615  NGVD 29 (07/19/86) 1149.9    (m)         3773.     (f) VERT ANG       
 CE0615
 CE0615.Superseded values are not recommended for survey control.
 CE0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0615.See file dsdata.txt to determine how the superseded data were derived.
 CE0615
 CE0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6171517374(NAD 83)
 CE0615_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0615_SETTING: 0 = UNSPECIFIED SETTING
 CE0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0615
 CE0615  HISTORY     - Date     Condition        Report By
 CE0615  HISTORY     - 1980     MONUMENTED       NGS
 CE0615
 CE0615                          STATION DESCRIPTION
 CE0615
 CE0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0615'THE STATION IS LOCATED IN DOWNTOWN EL PASO, ON THE
 CE0615'NORTHEAST ONE OF TWO ELEVATOR PENTHOUSES OF THE SEARS
 CE0615'DEPARTMENT STORE.
 CE0615'OWNERSHIP--SEARS ROEBUCK AND CO, PERMISSION FROM MR DONALD C.
 CE0615'WOODY, 916 NORTH PIEDRAS, EL PASO, TX 79905,
 CE0615'TELEPHONE NUMBER 915-566-6755.
 CE0615'
 CE0615'THE STATION IS LOCATED IN THE
 CE0615'SOUTHEAST ANGLE OF THE INTERSECTION OF MONTANA AVENUE AND
 CE0615'PIEDRAS STREET AND ON THE SEARS BUILDING.
 CE0615'
 CE0615'THE STATION IS A STANDARD NGS DISK
 CE0615'STAMPED---SEARS 1980---,
 CE0615'SET INTO THE TOP OF A CONCRETE BLOCK, 12 INCHES ON A SIDE
 CE0615'AND PROJECTS 4 INCHES ABOVE THE ROOF, AND IS EPOXYED TO THE
 CE0615'ROOF.
 CE0615'IT IS LOCATED
 CE0615'3.1 METERS (10.2 FT) WEST FROM THE EAST WALL AND
 CE0615'3.1 METERS (10.3 FT) NORTH FROM THE SOUTH WALL.
 CE0615'
 CE0615'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 CE0615'STAMPED---SEARS NO 1 1980---,
 CE0615'EPOXYED TO THE TOP OF THE NORTH HEADWALL.
 CE0615'IT IS LOCATED
 CE0615'8.48 METERS (27.8 FT) EAST FROM THE WEST HEADWALL AND
 CE0615'3.13 METERS (10.26 FT) WEST FROM THE EAST HEADWALL.
 CE0615'MARK IS ABOVE STATION 0.2 METERS.
 CE0615'
 CE0615'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 CE0615'STAMPED---SEARS NO 2 1980---,
 CE0615'EPOXYED TO THE TOP OF A HEADWALL.
 CE0615'IT IS LOCATED
 CE0615'10.46 METERS (34.32 FT) SOUTH FROM THE NORTH HEADWALL AND
 CE0615'1.60 METERS (5.25 FT) NORTH FROM THE JUNCTION OF THE TWO ELEVATOR
 CE0615'SHAFTS.
 CE0615'MARK IS ABOVE STATION 0.2 METERS.
 CE0615'
 CE0615'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CE0615'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0927 ***********************************************************************
 CD0927  DESIGNATION -  SEAY
 CD0927  PID         -  CD0927
 CD0927  STATE/COUNTY-  TX/CULBERSON
 CD0927  USGS QUAD   -  HOPPER DRAW EAST (1973)
 CD0927
 CD0927                         *CURRENT SURVEY CONTROL
 CD0927  ___________________________________________________________________
 CD0927* NAD 83(1993)-  31 16 15.58960(N)    104 14 26.79574(W)     ADJUSTED  
 CD0927* NAVD 88     -      1227.0    (meters)    4026.     (feet)  VERTCON   
 CD0927  ___________________________________________________________________
 CD0927  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 CD0927  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 CD0927
 CD0927  HORZ ORDER  -  FIRST
 CD0927
 CD0927.The horizontal coordinates were established by classical geodetic methods
 CD0927.and adjusted by the National Geodetic Survey in February 1996..
 CD0927
 CD0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0927
 CD0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0927
 CD0927.The geoid height was determined by GEOID03.
 CD0927
 CD0927;                    North         East     Units Scale Factor Converg.
 CD0927;SPC TX C     - 3,184,383.198   327,998.421   MT  0.99989277   -2 00 45.2
 CD0927;SPC TX C     -10,447,430.54  1,076,108.15   sFT  0.99989277   -2 00 45.2
 CD0927;UTM  13      - 3,459,884.430   572,275.271   MT  0.99966443   +0 23 38.8
 CD0927
 CD0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0927!SPC TX C     -   0.99981096  x   0.99989277  =   0.99970375
 CD0927!UTM  13      -   0.99981096  x   0.99966443  =   0.99947545
 CD0927
 CD0927|---------------------------------------------------------------------|
 CD0927| PID    Reference Object                     Distance      Geod. Az  |
 CD0927|                                                           dddmmss.s |
 CD0927| CI0453 SEAY RM                              10.661 METERS 07430     |
 CD0927| CD0930 FLAT TOP                            APPROX.20.0 KM 1222556.7 |
 CD0927| CI0452 SEAY AZ MK                                         1250715.5 |
 CD0927| CD0932 GOMEZ PEAK                          APPROX.31.5 KM 1491441.2 |
 CD0927| CI0454 SEAY RM 1                            18.768 METERS 15758     |
 CD0927| CI0455 SEAY RM 2                            15.384 METERS 29429     |
 CD0927|---------------------------------------------------------------------|
 CD0927
 CD0927                          SUPERSEDED SURVEY CONTROL
 CD0927
 CD0927  NAD 83(1986)-  31 16 15.59056(N)    104 14 26.79287(W) AD(       ) 1
 CD0927  NAD 27      -  31 16 15.11000(N)    104 14 25.08100(W) AD(       ) 1
 CD0927  NGVD 29 (07/19/86) 1226.6    (m)         4024.     (f) VERT ANG       
 CD0927
 CD0927.Superseded values are not recommended for survey control.
 CD0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0927.See file dsdata.txt to determine how the superseded data were derived.
 CD0927
 CD0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ7227559884(NAD 83)
 CD0927_MARKER: Z = SEE DESCRIPTION
 CD0927_SETTING: 0 = UNSPECIFIED SETTING
 CD0927
 CD0927  HISTORY     - Date     Condition        Report By
 CD0927  HISTORY     - 1909     MONUMENTED       CGS
 CD0927  HISTORY     - 1931     GOOD             CGS
 CD0927  HISTORY     - 1937     GOOD             CGS
 CD0927  HISTORY     - 1943     GOOD             CGS
 CD0927
 CD0927                          STATION DESCRIPTION
 CD0927
 CD0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CD0927'THIRTEEN MILES DIRECT, OR ABOUT 17 MILES BY ROAD, N. 54 DEG
 CD0927'W, FROM THE SECTION HOUSE AT SAN MATINE, A STATION ON THE
 CD0927'TEXAS AND PACIFIC RAILWAY, ON THE HIGHEST PEAK OF A HIUGH
 CD0927'GROUP OF HILLS, AND IN THE W PASTURE OF J.P. SEAY, WHO
 CD0927'LIVES 7 MILES N OF SAN MARTINE AT THE SEVEN HEART RANCH
 CD0927'HOUSE.  THE PEAK HAS A DOME-SHAPED TOP ABOUT 120 METERS
 CD0927'(394 FEET) ACROSS.
 CD0927'
 CD0927'SURFACE MARK IS CAP STATION MARK SCREWED TO TOP OF 3-INCH
 CD0927'IRON PIPE. UNDERGROUND MARK IS BRONZE STATION DISK
 CD0927'IN BOULDER.
 CD0927'
 CD0927'THE REFERENCE MARK, A CROSS CUT IN THE TOP OF A FLAT ROCK
 CD0927'FLUSH WITH THE SURFACE OF THE GROUND, IS 10.67 METERS (35.0
 CD0927'FEET) FROM THE STATION.  TWO
 CD0927'WINDMILLS ABOUT 3 MILES FROM THE STATION ARE
 CD0927'S 30 DEG W.  STATION WAS RECOVERED, AS DESCRIBED, IN 1931.
 CD0927
 CD0927                          STATION RECOVERY (1937)
 CD0927
 CD0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CD0927'STATION RECOVERED.  MARKS IN GOOD CONDITION.  TWO NEW REFERENCE
 CD0927'MARKS AND AZIMUTH MARK ESTABLISHED.  REVISED DESCRIPTION
 CD0927'AS FOLLOWS--
 CD0927'
 CD0927'ABOUT 14 MILES N OF KENT, ON THE HIGHEST POINT OF A RANGE
 CD0927'OF HILLS, PASTURE OF GUY RACHEL, AND ABOUT 3/4 MILE N OF
 CD0927'W FROM HIS HOME.
 CD0927'
 CD0927'MARK IS A BRONZE CAP ON 3-INCH IRON PIPE PROJECTING ABOUT
 CD0927'6 INCHES ABOVE GROUND.  STAMPED SEAY 1909.  REFERENCE MARK
 CD0927'1909 IS A CROSS CUT ON TOP OF A FLUSH ROCK.  REFERENCE
 CD0927'MARK 1937 1 IS A BRONZE DISK SE IN ROCK OUTCROP.  REFERENCE
 CD0927'MARK 1937 2 IS A BRONZE DISK SET IN ROCK OUTCROP.  BOTH MARKS
 CD0927'ARE STAMPED SEAY 1909 1937.
 CD0927'
 CD0927'AZIMUTH MARK IS BRONZE DISK IN ROCK OUTCROP ON TOP OF FIRST
 CD0927'KNOLL SE OF STATION, ABOUT 200 YARDS S OF END OF TRUCK TRAVEL,
 CD0927'AND 12 PACES S OF N EDGE OF RIDGE.  ROCK IS FLUSH WITH SURFACE
 CD0927'OF GROUND.  MARK IS STAMPED SEAY 1909 1937.
 CD0927'
 CD0927'REACHED FROM KENT BY ROAD N AND NW 4.7 MILES.  THENCE STRAIGHT
 CD0927'FORWARD ON LEFT, MAIN, FORK 4.0 MILES TO FORK.  THENCE N ON
 CD0927'RIGHT FORK 2.6 MILES TO GATE.  THENCE NE 1.35 MILES ON MAIN
 CD0927'ROAD TO CROSSROADS NEAR WINDMILL AND SMALL ADOBE HOUSE AND
 CD0927'LARGE CORRALS.  CONTINUE STRAIGHT FORWARD, NE AND N THROUGH
 CD0927'RANGE OF HILLS 2.8 MILES TO A FENCE.  THENCE W ON MAIN ROAD
 CD0927'ALONG FENCE 0.45 MILE TO RACHALS RANCH.  CONTINUE THROUGH
 CD0927'CORRALS AND UP VALLEY 0.6 MILE TO END OF TRUCK TRAVEL.
 CD0927'STATION IS ABOUT 300 YARDS W AND 5 MINUTES WALK.
 CD0927
 CD0927                          STATION RECOVERY (1943)
 CD0927
 CD0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0927'ALL MARKS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 CD0927'ABOUT 14 MILES (AIRLINE) N OF KENT AND 0.8 MILE W OF RACHAL
 CD0927'RANCH BUILDINGS.
 CD0927'
 CD0927'THE STATION IS A CAP-TYPE DISK SCREWED ON A PIPE, WHICH
 CD0927'PROJECTS ABOUT 6 INCHES ABOVE GROUND.  STAMPED SEAY 1909.
 CD0927'
 CD0927'REFERENCE MARK 1909 IS A CHISELED CROSS IN BEDROCK AND IS
 CD0927'FLUSH WITH THE GROUND.
 CD0927'
 CD0927'REFERENCE MARK 1 IS A BRONZE DISK WEDGED IN A DRILL HOLE
 CD0927'IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  STAMPED SEAY
 CD0927'NO 1 1909 1937.
 CD0927'
 CD0927'REFERENCE MARK 2 IS A BRONZE DISK WEDGED IN A DRILL HOLE
 CD0927'IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND AND ABOUT
 CD0927'6 INCHES LOWER THAN THE STATION MARK.  STAMPED SEAY NO 2
 CD0927'1909 19379
 CD0927'
 CD0927'THE AZIMUTH MARK IS LOCATED ON HIGHEST POINT OF KNOLL, ABOUT
 CD0927'0.2 MILE SE OF THE STATION.  IT IS A BRONZE DISK WEDGED IN A
 CD0927'DRILL HOLE IN OUTCROPPING BEDROCK.  STAMPED SEAY 1909 1937.
 CD0927'
 CD0927'TO REACH FROM KENT, TAKE BLADED ROAD N FOR 4.7 MILES TO
 CD0927'FORKS.  TAKE LEFT FORK 4.0 MILES TO FORKS.  THENCE N ON RIGHT
 CD0927'FORK 2.6 MILES TO GATE.  PASS THROUGH GATE AND CONTINUE
 CD0927'ON MAIN ROAD NE TO CROSSROADS NEAR WINDMILL AND SMALL ADOBE
 CD0927'HOUSE.  CONTINUE STRAIGHT FORWARD, THROUGH A RANGE OF HILLS,
 CD0927'2.8 MILES TO FENCE.  THENCE LEFT ALONG FENCE 0.45 MILE TO
 CD0927'RACHAL RANCH BUILDINGS.  PASS THROUGH GATE, JUST N OF GARAGE,
 CD0927'AND CONTINUE W UP VALLEY FOR 0.6 MILE.  FROM THIS POINT
 CD0927'THE STATION IS ABOUT 0.2 MILE W ON HIGHEST POINT OF HILL.
 CD0927'
 CD0927'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5289 ***********************************************************************
 AH5289  DESIGNATION -  SEAY ET
 AH5289  PID         -  AH5289
 AH5289  STATE/COUNTY-  TX/ERATH
 AH5289  USGS QUAD   -  BUNYAN (1965)
 AH5289
 AH5289                         *CURRENT SURVEY CONTROL
 AH5289  ___________________________________________________________________
 AH5289* NAD 83(1993)-  32 12 36.02694(N)    098 15 47.41898(W)     ADJUSTED  
 AH5289* NAVD 88     -       446.9    (meters)    1466.     (feet)  VERTCON   
 AH5289  ___________________________________________________________________
 AH5289  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AH5289  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AH5289
 AH5289  HORZ ORDER  -  THIRD
 AH5289
 AH5289.The horizontal coordinates were established by classical geodetic methods
 AH5289.and adjusted by the National Geodetic Survey in July 1998..
 AH5289
 AH5289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5289
 AH5289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5289
 AH5289.The geoid height was determined by GEOID03.
 AH5289
 AH5289;                    North         East     Units Scale Factor Converg.
 AH5289;SPC TXNC     - 2,060,277.731   622,326.996   MT  0.99997965   +0 07 45.0
 AH5289;SPC TXNC     - 6,759,427.86  2,041,751.15   sFT  0.99997965   +0 07 45.0
 AH5289;UTM  14      - 3,563,951.826   569,439.081   MT  0.99965946   +0 23 33.9
 AH5289
 AH5289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5289!SPC TXNC     -   0.99993420  x   0.99997965  =   0.99991385
 AH5289!UTM  14      -   0.99993420  x   0.99965946  =   0.99959368
 AH5289
 AH5289                          SUPERSEDED SURVEY CONTROL
 AH5289
 AH5289  NGVD 29 (07/28/98)  446.8    (m)         1466.     (f) VERT ANG       
 AH5289
 AH5289.Superseded values are not recommended for survey control.
 AH5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5289.See file dsdata.txt to determine how the superseded data were derived.
 AH5289
 AH5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA6943963952(NAD 83)
 AH5289_MARKER: DS = TRIANGULATION STATION DISK
 AH5289_SETTING: 66 = SET IN ROCK OUTCROP
 AH5289_PROJECTION: FLUSH
 AH5289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5289+STABILITY: POSITION/ELEVATION WELL
 AH5289
 AH5289  HISTORY     - Date     Condition        Report By
 AH5289  HISTORY     - 1961     MONUMENTED       USGS
 AH5289
 AH5289                          STATION DESCRIPTION
 AH5289
 AH5289'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH5289'STATION IS LOCATED ABOUT 4 MI. W. OF STEPHENVILLE, TEXAS, ON HIGHEST
 AH5289'POINT OF A BARE, ROUNDED KNOLL, ABOUT 200 YDS. E. OF A GRADED RD.,
 AH5289'ABOUT 150 YDS. SE. OF A DOUBLE POLE POWER LINE.
 AH5289'TO REACH FROM COURTHOUSE IN STEPHENVILLE, PROCEED SOUTHWESTERLY ALONG
 AH5289'U.S. HIGHWAY 377 FOR 3.4 MI., THENCE RIGHT (NW.) 0.6 MI. TO FARMHOUSE
 AH5289'OF MR. SEAY AT A RIGHT ANGLE BEND IN RD., THENCE THROUGH GATE IN FRONT
 AH5289'OF HOUSE 0.4 MI. NORTHERLY TO STATION SITE.
 AH5289'STATION MARK--A STANDARD TABLET IN LEDGE ROCK FLUSH WITH GROUND AND
 AH5289'STAMPED---SEAY - ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1653 ***********************************************************************
 AB1653  DESIGNATION -  SEBASTIAN
 AB1653  PID         -  AB1653
 AB1653  STATE/COUNTY-  TX/CAMERON
 AB1653  USGS QUAD   -  SANTA ROSA (1982)
 AB1653
 AB1653                         *CURRENT SURVEY CONTROL
 AB1653  ___________________________________________________________________
 AB1653* NAD 83(1993)-  26 20 01.76741(N)    097 46 13.33494(W)     ADJUSTED  
 AB1653* NAVD 88     -        15.9    (meters)      52.     (feet)  VERTCON   
 AB1653  ___________________________________________________________________
 AB1653  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 AB1653  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AB1653
 AB1653  HORZ ORDER  -  FIRST
 AB1653
 AB1653.The horizontal coordinates were established by classical geodetic methods
 AB1653.and adjusted by the National Geodetic Survey in February 1996..
 AB1653
 AB1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1653
 AB1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1653
 AB1653.The geoid height was determined by GEOID03.
 AB1653
 AB1653;                    North         East     Units Scale Factor Converg.
 AB1653;SPC TX S     - 5,074,127.436   372,837.945   MT  0.99996210   +0 19 52.5
 AB1653;SPC TX S     -16,647,366.43  1,223,219.16   sFT  0.99996210   +0 19 52.5
 AB1653;UTM  14      - 2,913,237.811   622,714.290   MT  0.99978592   +0 32 43.9
 AB1653
 AB1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1653!SPC TX S     -   1.00000114  x   0.99996210  =   0.99996324
 AB1653!UTM  14      -   1.00000114  x   0.99978592  =   0.99978706
 AB1653
 AB1653|---------------------------------------------------------------------|
 AB1653| PID    Reference Object                     Distance      Geod. Az  |
 AB1653|                                                           dddmmss.s |
 AB1653| CV3433 SEBASTIAN RM                         73.400 METERS 03119     |
 AB1653| AB1606 HARLINGEN STANDPIPE                 APPROX.17.0 KM 1550214.4 |
 AB1653| AB1609 HARLINGEN                           APPROX.16.5 KM 1741932.2 |
 AB1653| AB1650 RAYMONDVILLE COT GIN SMOKESTK       APPROX.16.1 KM 3550722.2 |
 AB1653|---------------------------------------------------------------------|
 AB1653
 AB1653                          SUPERSEDED SURVEY CONTROL
 AB1653
 AB1653  NAD 83(1986)-  26 20 01.77701(N)    097 46 13.29832(W) AD(       ) 1
 AB1653  NAD 27      -  26 20 00.52000(N)    097 46 12.31700(W) AD(       ) 1
 AB1653  NGVD 29 (07/19/86)   16.0    (m)           52.     (f) VERT ANG       
 AB1653
 AB1653.Superseded values are not recommended for survey control.
 AB1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1653.See file dsdata.txt to determine how the superseded data were derived.
 AB1653
 AB1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2271413238(NAD 83)
 AB1653_MARKER: DS = TRIANGULATION STATION DISK
 AB1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1653
 AB1653  HISTORY     - Date     Condition        Report By
 AB1653  HISTORY     - 1913     MONUMENTED       CGS
 AB1653  HISTORY     - 1936     POOR             TXRD
 AB1653
 AB1653                          STATION DESCRIPTION
 AB1653
 AB1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1653'STATION IS ABOUT 1-1/2 MILES E AND 1/2 MILE S FROM SEBASTIAN
 AB1653'AND 70 METERS (230 FEET) S OF A LINE FENCE WITH AN UNFENCED
 AB1653'WAGON ROAD ALONG ITS S SIDE, ON A SLIGHT ROUNDED ELEVATION
 AB1653'IN A PASTURE COVERED WITH MESQUITE BRUSH.
 AB1653'
 AB1653'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1653'DISKS SET IN CONCRETE.
 AB1653'
 AB1653'REFERENCE MARK IS SET IN THE LINE OF THE FENCE MENTIONED
 AB1653'ABOVE, AT THE SAME ELEVATION AS THE STATION, AND 73.40
 AB1653'METERS (240.8 FEET) THEREFROM N 31 DEG 19 MIN E.
 AB1653'
 AB1653'ELEVATION OF STATION, 16.0 METERS (52 FEET).
 AB1653
 AB1653                          STATION RECOVERY (1936)
 AB1653
 AB1653'RECOVERY NOTE BY TEXAS RECLAMATION DEPARTMENT 1936 (MDB)
 AB1653'REFERENCE MARK HAS BEEN DISTURBED.  TOP OF REFERENCE MARK
 AB1653'HAS BEEN SLICED OFF.  THERE IS EVIDENCE WHERE THE TABLET
 AB1653'WAS SET IN TOP OF THE MARK.  MARK IS IN CENTER LINE
 AB1653'WILLACY-CAMERON COUNTY LINE ROAD.  AT RECORDED DISTANCE
 AB1653'AND AZIMUTH FROM REFERENCE MARK TO STATION SEBASTIAN, THERE
 AB1653'IS A LARGE HOLE IN GROUND AS EVIDENCE THAT THE STATION MARK
 AB1653'AND UNDERGROUND MARK HAVE BEEN DISTURBED, AND PROBABLY
 AB1653'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0411 ***********************************************************************
 AB0411  DESIGNATION -  SEBASTIAN 2
 AB0411  PID         -  AB0411
 AB0411  STATE/COUNTY-  TX/CAMERON
 AB0411  USGS QUAD   -  SANTA ROSA (1982)
 AB0411
 AB0411                         *CURRENT SURVEY CONTROL
 AB0411  ___________________________________________________________________
 AB0411* NAD 83(1993)-  26 20 01.29111(N)    097 46 13.60652(W)     ADJUSTED  
 AB0411* NAVD 88     -        14.930  (meters)      48.98   (feet)  ADJUSTED  
 AB0411  ___________________________________________________________________
 AB0411  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 AB0411  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AB0411  DYNAMIC HT  -          14.906 (meters)      48.90  (feet)  COMP
 AB0411  MODELED GRAV-     979,040.2   (mgal)                       NAVD 88
 AB0411
 AB0411  HORZ ORDER  -  SECOND
 AB0411  VERT ORDER  -  FIRST     CLASS II
 AB0411
 AB0411.The horizontal coordinates were established by classical geodetic methods
 AB0411.and adjusted by the National Geodetic Survey in February 1996..
 AB0411
 AB0411.The orthometric height was determined by differential leveling
 AB0411.and adjusted by the National Geodetic Survey in June 1991..
 AB0411
 AB0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0411
 AB0411.The geoid height was determined by GEOID03.
 AB0411
 AB0411.The dynamic height is computed by dividing the NAVD 88
 AB0411.geopotential number by the normal gravity value computed on the
 AB0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0411.degrees latitude (g = 980.6199 gals.).
 AB0411
 AB0411.The modeled gravity was interpolated from observed gravity values.
 AB0411
 AB0411;                    North         East     Units Scale Factor Converg.
 AB0411;SPC TX S     - 5,074,112.735   372,830.499   MT  0.99996213   +0 19 52.4
 AB0411;SPC TX S     -16,647,318.20  1,223,194.73   sFT  0.99996213   +0 19 52.4
 AB0411;UTM  14      - 2,913,223.084   622,706.900   MT  0.99978590   +0 32 43.8
 AB0411
 AB0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0411!SPC TX S     -   1.00000130  x   0.99996213  =   0.99996343
 AB0411!UTM  14      -   1.00000130  x   0.99978590  =   0.99978720
 AB0411
 AB0411|---------------------------------------------------------------------|
 AB0411| PID    Reference Object                     Distance      Geod. Az  |
 AB0411|                                                           dddmmss.s |
 AB0411| AB0412 SEBASTIAN 2 RM 1                     23.001 METERS 04153     |
 AB0411| CV3436 SEBASTIAN 2 RM 3                     28.850 METERS 22808     |
 AB0411| CV3435 SEBASTIAN 2 AZ MK 2                                2852006.2 |
 AB0411| CV3434 SEBASTIAN 2 AZ MK                                  2853408.4 |
 AB0411| AB0410 SEBASTIAN 2 RM 2                     19.915 METERS 30915     |
 AB0411| AB1648 LYFORD MUNICIPAL TANK               APPROX. 8.7 KM 3462244.4 |
 AB0411|---------------------------------------------------------------------|
 AB0411
 AB0411                          SUPERSEDED SURVEY CONTROL
 AB0411
 AB0411  NAD 83(1986)-  26 20 01.30082(N)    097 46 13.56967(W) AD(       ) 2
 AB0411  NAD 27      -  26 20 00.04500(N)    097 46 12.59200(W) AD(       ) 2
 AB0411  NGVD 29 (??/??/92)   15.006  (m)           49.23   (f) ADJ UNCH    1 2
 AB0411
 AB0411.Superseded values are not recommended for survey control.
 AB0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0411.See file dsdata.txt to determine how the superseded data were derived.
 AB0411
 AB0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2270713223(NAD 83)
 AB0411_MARKER: DS = TRIANGULATION STATION DISK
 AB0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0411_STAMPING: SEBASTIAN 2 1947
 AB0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0411+STABILITY: SURFACE MOTION
 AB0411
 AB0411  HISTORY     - Date     Condition        Report By
 AB0411  HISTORY     - 1947     MONUMENTED       CGS
 AB0411  HISTORY     - 1949     GOOD             CGS
 AB0411  HISTORY     - 1951     GOOD             CGS
 AB0411  HISTORY     - 1951     GOOD             NGS
 AB0411  HISTORY     - 1956     GOOD             USGS
 AB0411  HISTORY     - 1961     GOOD             CGS
 AB0411  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0411  HISTORY     - 19910307 MARK NOT FOUND   USPSQD
 AB0411  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0411  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AB0411  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0411
 AB0411                          STATION DESCRIPTION
 AB0411
 AB0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB0411'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF SEBASTIAN AND
 AB0411'8 MILES NORTHWEST OF COMBES ON THE PROPERTY OF L.R. CRAWFORD.
 AB0411'IT IS APPROXIMATELY 250 FEET SOUTH OF THE CENTERLINE OF A
 AB0411'DIRT ROAD, ON THE TOP OF A THINLY WOODED KNOLL, AND 24 FEET
 AB0411'SOUTH OF A 10 INCH TREE WITH A TRIANGLE BLAZE.  THE MARK IS
 AB0411'FLUSH AND THE DISK IS STAMPED SEBASTIAN 2 1947.
 AB0411'
 AB0411'REFERENCE MARK NO. 1 IS 75.46 FEET NORTH OF THE STATION.
 AB0411'THE MARK IS FLUSH AND THE DISK IS STAMPED SEBASTIAN 2 NO
 AB0411'1 1947.
 AB0411'
 AB0411'REFERENCE MARK NO. 2 IS 65.36 FEET WEST OF THE STATION.  IT
 AB0411'IS 8 FEET SOUTHWEST OF AN 8 INCH TREE.  THE MARK IS FLUSH
 AB0411'AND THE DISK IS STAMPED SEBASTIAN 2 NO 2 1947.
 AB0411'
 AB0411'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF THE
 AB0411'STATION.  IT IS 21 FEET NORTH OF THE CENTERLINE OF A DIRT
 AB0411'ROAD, 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 AB0411'4 INCHES AND THE DISK IS STAMPED SEBASTIAN 2 1947.
 AB0411'
 AB0411'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 AB0411'HIGHWAY 107 IN COMBES, GO NORTH ON HIGHWAY 77 FOR 7.25 MILES TO A T
 AB0411'ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO EAST FOR 0.8
 AB0411'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 AB0411'FOR 0.5 MILE TO A WOOD GATE, IN A BARBED WIRE FENCE LINE, ON
 AB0411'THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 AB0411'
 AB0411'FROM RECONNAISSANCE NOTES--
 AB0411'
 AB0411'THIS IS THE IMMEDIATE VICINITY OF THE ORIGINAL STATION SEBASTION,
 AB0411'BUT AN EXTENSIVE SEARCH WAS MADE AND STATION IS BELIEVED
 AB0411'TO BE DESTROYED.
 AB0411'
 AB0411'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 AB0411
 AB0411                          STATION RECOVERY (1949)
 AB0411
 AB0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB0411'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 AB0411'RECOVERED AND FOUND IN GOOD CONDITION.  THE
 AB0411'AZIMUTH MARK WAS DESTROYED DUE TO WIDENING OF COUNTY LINE
 AB0411'ROAD.  A NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING
 AB0411'IS A NEW AND COMPLETE DESCRIPTION.
 AB0411'
 AB0411'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF SEBASTIAN,
 AB0411'1.3 MILES EAST OF U.S. HIGHWAY NO 77, ON THE SOUTH SIDE OF THE
 AB0411'WILLACY-CAMERON COUNTY LINE ROAD AND ON LAND OWNED BY MR.
 AB0411'L.R. CRAWFORD.  IT IS ABOUT 0.05 MILE SOUTH OF THE COUNTY
 AB0411'LINE ROAD, 45 FEET WEST OF THE CENTER OF TRACK ROAD INTO
 AB0411'FIELD AND 29 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED
 AB0411'10 INCH MESQUITE TREE.  IT IS STAMPED SEBASTIAN 2 1947 AND
 AB0411'PROJECTS 2 INCHES.
 AB0411'
 AB0411'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 18-1/2 FEET
 AB0411'EAST OF THE CENTER OF TRACK ROAD INTO FIELD.  IT IS STAMPED
 AB0411'SEBASTIAN 2 NO 1 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 AB0411'
 AB0411'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET
 AB0411'IN A SMALL CLEARING ABOUT 45 FEET WEST-NORTHWEST OF THE TRIANGULAR
 AB0411'BLAZED 10 INCH MESQUITE TREE.  IT IS STAMPED SEBASTIAN 2
 AB0411'1947 AND PROJECTS 2 INCHES.
 AB0411'
 AB0411'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 AB0411'NO 2 IS 102.30 FEET.
 AB0411'
 AB0411'THE AZIMUTH MARK IS ABOUT 0.55 MILE WEST-NORTHWEST OF THE
 AB0411'STATION, 25 FEET NORTH OF THE CENTER OF THE COUNTY LINE ROAD,
 AB0411'3 FEET EAST OF WITNESS POST AND 1-1/2 FEET SOUTH OF EAST-WEST
 AB0411'FENCE LINE.  IT IS STAMPED SEBASTIAN 2 RESET 1949 AND PROJECTS
 AB0411'4 INCHES.
 AB0411'
 AB0411'TO REACH THE STATION FROM THE RAILROAD STATION IN SEBASTIAN,
 AB0411'GO SOUTH ON U.S. HIGHWAY NO 77 FOR 0.45 MILE TO T-ROAD LEFT
 AB0411'JUST BEFORE REACHING THE WAGON WHEEL CLUB ON THE RIGHT,
 AB0411'TURN LEFT AND GO EAST ON COUNTY LINE ROAD FOR 0.75 MILE TO
 AB0411'THE AZIMUTH MARK ON THE NORTH SIDE AS DESCRIBED, CONTINUE
 AB0411'EAST ON COUNTY LINE ROAD FOR 0.55 MILE TO GATE IN FENCE LINE
 AB0411'ON SOUTH SIDE OF ROAD, TURN RIGHT THROUGH GATE AND FOLLOW
 AB0411'TRACK ROAD SOUTH ABOUT 0.05 MILE TO THE STATION ON THE WEST
 AB0411'SIDE AS DESCRIBED.
 AB0411'
 AB0411'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 AB0411
 AB0411                          STATION RECOVERY (1951)
 AB0411
 AB0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB0411'0.45 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS,
 AB0411'BROWNSVILLE AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE
 AB0411'1.3 MILES EAST ALONG A GRADED DIRT ROAD, 260 FEET EAST OF
 AB0411'THE SOUTHEAST CORNER OF A HOUSE, 284 FEET SOUTH OF THE
 AB0411'CENTER LINE OF A ROAD, 1 FOOT SOUTH OF A WITNESS POST, AT
 AB0411'THE MOME OF DEAN ALEXANDER, A TRIANGULATION STATION DISK
 AB0411'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 AB0411'THE GROUND, STAMPED SEBASTIAN 2 1947.
 AB0411'
 AB0411'SEBASTIAN 2 R.M. 1 IS 75.5 FEET NORTHEAST OF TRIANGULATION
 AB0411'STATION SEBASTIAN 2 1947, A REFERENCE MARK DISK SET IN THE
 AB0411'TOP OF A CONCRETE POST, STAMPED SEBASTIAN 2 NO 1 1947.
 AB0411'
 AB0411'SEBASTIAN 2 R.M. 2 IS 65.4 FEET NORTHWEST OF TRIANGULATION
 AB0411'STATION SEBASTIAN 2 1947, A REFERENCE MARK DISK SET IN THE
 AB0411'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 AB0411'GROUND, STAMPED SEBASTIAN 2 NO 2 1947.
 AB0411'
 AB0411'SEBASTIAN 2 AZIMUTH IS 0.55 MILE WEST OF TRIANGULATION STATION
 AB0411'SEBASTIAN 2 1947, 148 FEET NORTHWEST OF AND ACROSS THE ROAD
 AB0411'FROM A SMALL WHITE HOUSE, 17 FEET NORTH OF THE CENTER LINE OF
 AB0411'THE ROAD, 1 FOOT SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS
 AB0411'POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 AB0411'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED
 AB0411'SEBASTIAN 2 RESET 1949.
 AB0411'
 AB0411'ALL MARKS ARE IN GOOD CONDITION.
 AB0411
 AB0411                          STATION RECOVERY (1951)
 AB0411
 AB0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0411'1.75 MI SE FROM SEBASTIAN.
 AB0411'0.45 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0411'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 1.3 MILES EAST ALONG
 AB0411'A GRADED DIRT ROAD, 260 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE,
 AB0411'284 FEET SOUTH OF THE CENTER LINE OF A ROAD, 1 FOOT SOUTH OF A WITNESS
 AB0411'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 AB0411'THE GROUND, AT THE HOME OF DEAN ALEXANDER.  NOTE-- NOW THE SOUTHERN
 AB0411'PACIFIC LINES.
 AB0411
 AB0411                          STATION RECOVERY (1956)
 AB0411
 AB0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0411'THE HOLE PREVIOUSLY REPORTED HAS BEEN ENLARGED AND EVIDENCE
 AB0411'INDICATES THAT THE MARK HAS BEEN DESTROYED.  ALL OTHER MARKS
 AB0411'ARE GOOD.
 AB0411
 AB0411                          STATION RECOVERY (1961)
 AB0411
 AB0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB0411'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 AB0411'MARK WERE RECOVERED IN GOOD CONDITION.  A NEW REFERENCE MARK
 AB0411'NO. 3 WAS SET BY THIS PARTY.
 AB0411'
 AB0411'DUE TO CHANGES DURING EXCAVATION OF THE AREA AND PROPERTY
 AB0411'OWNERSHIP A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS--
 AB0411'
 AB0411'THE STATION IS APPROXIMATELY 6 MILES SOUTH OF LYFORD AND 2
 AB0411'MILES SOUTHEAST OF SEBASTIAN ON THE PROPERTY OF L.C. CRAWFORD.
 AB0411'
 AB0411'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AB0411'AND FARM ROAD 506 IN SEBASTIAN, GO SOUTH ON HIGHWAY 77 FOR
 AB0411'0.4 MILE TO A SIDE ROAD LEFT AT THE COUNTY LINE OF WILLACY AND
 AB0411'CAMERON.  TURN LEFT, EAST, FOR 0.8 MILE TO THE AZIMUTH MARK
 AB0411'ON THE LEFT.  CONTINUE EAST FOR 0.5 MILE TO A DRIVEWAY ON THE
 AB0411'RIGHT.  TURN RIGHT, SOUTH, FOR 0.05 MILE PASSING A FARM HOUSE
 AB0411'ON THE RIGHT AND A WIRE GATE ON THE LEFT.  TURN LEFT PASSING
 AB0411'THROUGH WIRE GATE FOR 0.05 MILE TO THE STATION.
 AB0411'
 AB0411'THE STATION MARK, A STANDARD DISK STAMPED SEBASTIAN 2 1947,
 AB0411'IS SET IN A SQUARE CONCRETE POST 12 INCHES BELOW THE SURFACE
 AB0411'OF THE GROUND.  IT IS 166 FEET NORTHEAST OF THE NORTHEAST
 AB0411'CORNER OF A HOUSE WHICH IS JUST NORTH OF A METAL COVERED
 AB0411'BUILDING, 96 FEET EAST OF A FENCE, 37 FEET SOUTHWEST OF THE
 AB0411'SOUTHWEST EDGE OF A SILO PIT, 28 FEET SOUTH OF A 10 INCH TREE
 AB0411'WITH TRIANGLE BLAZE AND 4 FEET SOUTHWEST OF A METAL
 AB0411'WITNESS POST.
 AB0411'
 AB0411'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SEBASTIAN 2 NO.
 AB0411'1 1947, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 AB0411'OF THE GROUND.  IT IS 130 FEET EAST OF THE FENCE AND 7 FEET
 AB0411'NORTH OF THE NORTH EDGE OF THE SILO PIT.
 AB0411'
 AB0411'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SEBASTIAN 2
 AB0411'NO. 2 1947, IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 AB0411'THE SURFACE OF THE GROUND.  IT IS 37 FEET EAST OF THE FENCE
 AB0411'AND 32 FEET SOUTH OF A FOOT PATH.
 AB0411'
 AB0411'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SEBASTIAN 2
 AB0411'NO. 3 1947, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AB0411'6 INCHES.  IT IS 72 FEET NORTHEAST OF THE NORTHEAST CORNER
 AB0411'OF THE HOUSE AND 43 FEET EAST OF THE FENCE.
 AB0411'
 AB0411'AZIMUTH MARK, A STANDARD DISK STAMPED SEBASTIAN 2 RESET 1947,
 AB0411'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 AB0411'THE GROUND.  IT IS 90 FEET NORTHWEST OF A DRIVEWAY, 20 FEET
 AB0411'NORTH OF THE CENTER OF THE ROAD AND 3.4 FEET EAST OF A METAL
 AB0411'WITNESS POST.
 AB0411'
 AB0411'NOTE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 AB0411'
 AB0411'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AB0411'
 AB0411'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AB0411
 AB0411                          STATION RECOVERY (1981)
 AB0411
 AB0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0411'NOT RECOVERED AT THIS TIME, AT THE TIME THE MARK WAS SET THE PLACE WAS
 AB0411'RANCH LAND, AT THIS TIME IT IS FARMING LAND AND THE MARK WAS
 AB0411'PROBABLY DESTROYED.
 AB0411
 AB0411                          STATION RECOVERY (1991)
 AB0411
 AB0411'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0411'MARK NOT FOUND.
 AB0411
 AB0411                          STATION RECOVERY (1991)
 AB0411
 AB0411'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0411'MARK NOT FOUND.
 AB0411
 AB0411                          STATION RECOVERY (1991)
 AB0411
 AB0411'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0411'MARK NOT FOUND.
 AB0411
 AB0411                          STATION RECOVERY (1993)
 AB0411
 AB0411'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0409 ***********************************************************************
 AB0409  DESIGNATION -  SEBASTIAN 2 AZ MK
 AB0409  PID         -  AB0409
 AB0409  STATE/COUNTY-  TX/WILLACY
 AB0409  USGS QUAD   -  SANTA ROSA (1982)
 AB0409
 AB0409                         *CURRENT SURVEY CONTROL
 AB0409  ___________________________________________________________________
 AB0409* NAD 83(1986)-  26 20 08.     (N)    097 46 45.     (W)     SCALED    
 AB0409* NAVD 88     -        13.727  (meters)      45.04   (feet)  ADJUSTED  
 AB0409  ___________________________________________________________________
 AB0409  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AB0409  DYNAMIC HT  -          13.705 (meters)      44.96  (feet)  COMP
 AB0409  MODELED GRAV-     979,039.8   (mgal)                       NAVD 88
 AB0409
 AB0409  VERT ORDER  -  FIRST     CLASS II
 AB0409
 AB0409.The horizontal coordinates were scaled from a topographic map and have
 AB0409.an estimated accuracy of +/- 6 seconds.
 AB0409
 AB0409.The orthometric height was determined by differential leveling
 AB0409.and adjusted by the National Geodetic Survey in June 1991..
 AB0409
 AB0409.The geoid height was determined by GEOID03.
 AB0409
 AB0409.The dynamic height is computed by dividing the NAVD 88
 AB0409.geopotential number by the normal gravity value computed on the
 AB0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0409.degrees latitude (g = 980.6199 gals.).
 AB0409
 AB0409.The modeled gravity was interpolated from observed gravity values.
 AB0409
 AB0409;                    North         East    Units  Estimated Accuracy
 AB0409;SPC TX S     - 5,074,310.      371,960.      MT  (+/- 180 meters Scaled)
 AB0409
 AB0409                          SUPERSEDED SURVEY CONTROL
 AB0409
 AB0409  NGVD 29 (??/??/92)   13.803  (m)           45.29   (f) ADJ UNCH    1 2
 AB0409
 AB0409.Superseded values are not recommended for survey control.
 AB0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0409.See file dsdata.txt to determine how the superseded data were derived.
 AB0409
 AB0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ218134(NAD 83)
 AB0409_MARKER: DZ = AZIMUTH MARK DISK
 AB0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0409_STAMPING: SEBASTIAN 2 AZ RESET 1949
 AB0409_MARK LOGO: CGS   
 AB0409_PROJECTION: RECESSED 9 CENTIMETERS
 AB0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0409+STABILITY: SURFACE MOTION
 AB0409
 AB0409  HISTORY     - Date     Condition        Report By
 AB0409  HISTORY     - 1949     MONUMENTED       CGS
 AB0409  HISTORY     - 1951     GOOD             NGS
 AB0409  HISTORY     - 1981     GOOD             NGS
 AB0409
 AB0409                          STATION DESCRIPTION
 AB0409
 AB0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0409'1.2 MI SE FROM SEBASTIAN.
 AB0409'0.45 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0409'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 0.75 MILE EAST ALONG
 AB0409'A GRADED DIRT ROAD, 148 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A
 AB0409'SMALL WHITE HOUSE, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.55
 AB0409'MILE WEST OF TRIANGULATION STATION SEBASTIAN 2 1947, 1 FOOT SOUTH OF A
 AB0409'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AB0409'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- NOW THE
 AB0409'SOUTHERN PACIFIC LINES.
 AB0409
 AB0409                          STATION RECOVERY (1981)
 AB0409
 AB0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0409'0.6 KM (0.4 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE POST
 AB0409'OFFICE IN SEBASTIAN, THENCE 1.2 KM (0.75 MI) EAST ALONG A DIRT ROAD
 AB0409'(CROSSING U.S. HIGHWAY 77), NOTE, INACCESSIBLE TO LEVEL TO AT THIS
 AB0409'TIME, TO FAR OFF LINE THE WAY A LEVEL CREW WOULD HAVE TO GO TO REACH
 AB0409'IT, 45.1 METERS (148.0 FT) NORTHWEST AND ACROSS THE HIGHWAY,
 AB0409'2.1 METERS (7.0 FT) NORTH OF THE CENTER OF THE ROAD, AND 0.15 METERS
 AB0409'(0.5 FT) SOUTH OF A FENCE.
 AB0409'THE MARK IS 3.5 METERS  E FROM A WITNESS POST.
 AB0409'THE MARK IS 1.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0412 ***********************************************************************
 AB0412  DESIGNATION -  SEBASTIAN 2 RM 1
 AB0412  PID         -  AB0412
 AB0412  STATE/COUNTY-  TX/CAMERON
 AB0412  USGS QUAD   -  SANTA ROSA (1982)
 AB0412
 AB0412                         *CURRENT SURVEY CONTROL
 AB0412  ___________________________________________________________________
 AB0412* NAD 83(1986)-  26 20 01.     (N)    097 46 13.     (W)     SCALED    
 AB0412* NAVD 88     -        14.751  (meters)      48.40   (feet)  ADJUSTED  
 AB0412  ___________________________________________________________________
 AB0412  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AB0412  DYNAMIC HT  -          14.728 (meters)      48.32  (feet)  COMP
 AB0412  MODELED GRAV-     979,040.2   (mgal)                       NAVD 88
 AB0412
 AB0412  VERT ORDER  -  FIRST     CLASS II
 AB0412
 AB0412.The horizontal coordinates were scaled from a topographic map and have
 AB0412.an estimated accuracy of +/- 6 seconds.
 AB0412
 AB0412.The orthometric height was determined by differential leveling
 AB0412.and adjusted by the National Geodetic Survey in June 1991..
 AB0412
 AB0412.The geoid height was determined by GEOID03.
 AB0412
 AB0412.The dynamic height is computed by dividing the NAVD 88
 AB0412.geopotential number by the normal gravity value computed on the
 AB0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0412.degrees latitude (g = 980.6199 gals.).
 AB0412
 AB0412.The modeled gravity was interpolated from observed gravity values.
 AB0412
 AB0412;                    North         East    Units  Estimated Accuracy
 AB0412;SPC TX S     - 5,074,100.      372,850.      MT  (+/- 180 meters Scaled)
 AB0412
 AB0412                          SUPERSEDED SURVEY CONTROL
 AB0412
 AB0412  NGVD 29 (??/??/92)   14.827  (m)           48.64   (f) ADJ UNCH    1 2
 AB0412
 AB0412.Superseded values are not recommended for survey control.
 AB0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0412.See file dsdata.txt to determine how the superseded data were derived.
 AB0412
 AB0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ227132(NAD 83)
 AB0412_MARKER: DR = REFERENCE MARK DISK
 AB0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0412_STAMPING: SEBASTIAN 2 NO 1 1947
 AB0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0412+STABILITY: SURFACE MOTION
 AB0412
 AB0412  HISTORY     - Date     Condition        Report By
 AB0412  HISTORY     - 1947     MONUMENTED       CGS
 AB0412  HISTORY     - 1951     GOOD             NGS
 AB0412  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0412  HISTORY     - 19910307 MARK NOT FOUND   USPSQD
 AB0412
 AB0412                          STATION DESCRIPTION
 AB0412
 AB0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0412'1.75 MI SE FROM SEBASTIAN.
 AB0412'0.45 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0412'AND MEXICO RAILROAD STATION AT SABASTIAN, THENCE 1.3 MILES EAST ALONG
 AB0412'A GRADED DIRT ROAD, AT THE HOME OF DEAN ALEXANDER, 75.5 FEET NORTHEAST
 AB0412'OF TRIANGULATION STATION SEBASTIAN 2 1947, SET IN THE TOP OF A
 AB0412'CONCRETE POST.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0412
 AB0412                          STATION RECOVERY (1981)
 AB0412
 AB0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0412'NOT RECOVERED, AT THIS TIME, AT THE TIME THE MARK WAS SET THE PLACE
 AB0412'WAS RANCH LAND, AT THIS TIME IT IS FARMING LAND AND THE MARK WAS
 AB0412'PROBABLY DESTROYED.
 AB0412
 AB0412                          STATION RECOVERY (1991)
 AB0412
 AB0412'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0410 ***********************************************************************
 AB0410  DESIGNATION -  SEBASTIAN 2 RM 2
 AB0410  PID         -  AB0410
 AB0410  STATE/COUNTY-  TX/CAMERON
 AB0410  USGS QUAD   -  SANTA ROSA (1982)
 AB0410
 AB0410                         *CURRENT SURVEY CONTROL
 AB0410  ___________________________________________________________________
 AB0410* NAD 83(1986)-  26 20 01.     (N)    097 46 13.     (W)     SCALED    
 AB0410* NAVD 88     -        14.851  (meters)      48.72   (feet)  ADJUSTED  
 AB0410  ___________________________________________________________________
 AB0410  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AB0410  DYNAMIC HT  -          14.827 (meters)      48.64  (feet)  COMP
 AB0410  MODELED GRAV-     979,040.2   (mgal)                       NAVD 88
 AB0410
 AB0410  VERT ORDER  -  FIRST     CLASS II
 AB0410
 AB0410.The horizontal coordinates were scaled from a topographic map and have
 AB0410.an estimated accuracy of +/- 6 seconds.
 AB0410
 AB0410.The orthometric height was determined by differential leveling
 AB0410.and adjusted by the National Geodetic Survey in June 1991..
 AB0410
 AB0410.The geoid height was determined by GEOID03.
 AB0410
 AB0410.The dynamic height is computed by dividing the NAVD 88
 AB0410.geopotential number by the normal gravity value computed on the
 AB0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0410.degrees latitude (g = 980.6199 gals.).
 AB0410
 AB0410.The modeled gravity was interpolated from observed gravity values.
 AB0410
 AB0410;                    North         East    Units  Estimated Accuracy
 AB0410;SPC TX S     - 5,074,100.      372,850.      MT  (+/- 180 meters Scaled)
 AB0410
 AB0410                          SUPERSEDED SURVEY CONTROL
 AB0410
 AB0410  NGVD 29 (??/??/92)   14.927  (m)           48.97   (f) ADJ UNCH    1 2
 AB0410
 AB0410.Superseded values are not recommended for survey control.
 AB0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0410.See file dsdata.txt to determine how the superseded data were derived.
 AB0410
 AB0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ227132(NAD 83)
 AB0410_MARKER: DR = REFERENCE MARK DISK
 AB0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0410_STAMPING: SEBASTIAN 2 NO 2 1947
 AB0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0410+STABILITY: SURFACE MOTION
 AB0410
 AB0410  HISTORY     - Date     Condition        Report By
 AB0410  HISTORY     - 1947     MONUMENTED       CGS
 AB0410  HISTORY     - 1951     GOOD             NGS
 AB0410  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0410  HISTORY     - 19910307 MARK NOT FOUND   USPSQD
 AB0410  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0410
 AB0410                          STATION DESCRIPTION
 AB0410
 AB0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0410'1.75 MI SE FROM SEBASTIAN.
 AB0410'0.45 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0410'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 1.3 MILES EAST ALONG
 AB0410'A GRADED DIRT ROAD, AT THE HOME OF DEAN ALEXANDER, 65.4 FEET NORTHWEST
 AB0410'OF TRIANGULATION STATION SEBASTIAN 2 1947, SET IN THE TOP OF A
 AB0410'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  NOTE-- NOW
 AB0410'THE SOUTHERN PACIFIC LINES.
 AB0410
 AB0410                          STATION RECOVERY (1981)
 AB0410
 AB0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0410'NOT RECOVERED AT THIS TIME, AT THE TIME THE MARK WAS SET THE PLACE WAS
 AB0410'RANCH LAND, AT THIS TIME IT IS FARMING LAND AND THE MARK WAS
 AB0410'PROBABLY DESTROYED.
 AB0410
 AB0410                          STATION RECOVERY (1991)
 AB0410
 AB0410'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0410'MARK NOT FOUND.
 AB0410
 AB0410                          STATION RECOVERY (1993)
 AB0410
 AB0410'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0450 ***********************************************************************
 CD0450  DESIGNATION -  SEC COR
 CD0450  PID         -  CD0450
 CD0450  STATE/COUNTY-  TX/HUDSPETH
 CD0450  USGS QUAD   -  HUECO STATION (1984)
 CD0450
 CD0450                         *CURRENT SURVEY CONTROL
 CD0450  ___________________________________________________________________
 CD0450* NAD 83(1986)-  31 39 12.     (N)    105 22 13.     (W)     SCALED    
 CD0450* NAVD 88     -      1299.702  (meters)    4264.11   (feet)  ADJUSTED  
 CD0450  ___________________________________________________________________
 CD0450  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CD0450  DYNAMIC HT  -        1297.723 (meters)    4257.61  (feet)  COMP
 CD0450  MODELED GRAV-     979,071.0   (mgal)                       NAVD 88
 CD0450
 CD0450  VERT ORDER  -  FIRST     CLASS II
 CD0450
 CD0450.The horizontal coordinates were scaled from a topographic map and have
 CD0450.an estimated accuracy of +/- 6 seconds.
 CD0450
 CD0450.The orthometric height was determined by differential leveling
 CD0450.and adjusted by the National Geodetic Survey in June 1991..
 CD0450
 CD0450.The geoid height was determined by GEOID03.
 CD0450
 CD0450.The dynamic height is computed by dividing the NAVD 88
 CD0450.geopotential number by the normal gravity value computed on the
 CD0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0450.degrees latitude (g = 980.6199 gals.).
 CD0450
 CD0450.The modeled gravity was interpolated from observed gravity values.
 CD0450
 CD0450;                    North         East    Units  Estimated Accuracy
 CD0450;SPC TX C     - 3,231,050.      222,450.      MT  (+/- 180 meters Scaled)
 CD0450
 CD0450                          SUPERSEDED SURVEY CONTROL
 CD0450
 CD0450  NGVD 29 (??/??/92) 1299.144  (m)         4262.27   (f) ADJ UNCH    1 2
 CD0450
 CD0450.Superseded values are not recommended for survey control.
 CD0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0450.See file dsdata.txt to determine how the superseded data were derived.
 CD0450
 CD0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR648020(NAD 83)
 CD0450_MARKER: X = CHISELED CROSS
 CD0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0450_STAMPING: BB 36 31 37 42 JU KT
 CD0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0450+STABILITY: SURFACE MOTION
 CD0450
 CD0450  HISTORY     - Date     Condition        Report By
 CD0450  HISTORY     - UNK      MONUMENTED       RBNF
 CD0450  HISTORY     - 1958     GOOD             NGS
 CD0450
 CD0450                          STATION DESCRIPTION
 CD0450
 CD0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0450'35.05 MI N FROM SIERRA BLANCA.
 CD0450'ABOUT 35.05 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0450'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 97 FEET WEST OF THE CENTER
 CD0450'LINE OF THE ROAD, 16 FEET EAST OF THE CENTER LINE OF THE OLD ROAD,
 CD0450'ABOUT 0.1 MILE NORTH OF B. M. X 705, 95 FEET SOUTH OF A POWER POLE, 43
 CD0450'FEET EAST OF A FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CD0450'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 CD0450'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2025 ***********************************************************************
 AY2025  DESIGNATION -  SECO
 AY2025  PID         -  AY2025
 AY2025  STATE/COUNTY-  TX/FRIO
 AY2025  USGS QUAD   -  WILSON RANCH (1964)
 AY2025
 AY2025                         *CURRENT SURVEY CONTROL
 AY2025  ___________________________________________________________________
 AY2025* NAD 83(1993)-  29 04 58.03666(N)    099 13 04.15072(W)     ADJUSTED  
 AY2025* NAVD 88     -       245.1    (meters)     804.     (feet)  VERTCON   
 AY2025  ___________________________________________________________________
 AY2025  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AY2025  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AY2025
 AY2025  HORZ ORDER  -  FIRST
 AY2025
 AY2025.The horizontal coordinates were established by classical geodetic methods
 AY2025.and adjusted by the National Geodetic Survey in February 1996..
 AY2025
 AY2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2025
 AY2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2025
 AY2025.The geoid height was determined by GEOID03.
 AY2025
 AY2025;                    North         East     Units Scale Factor Converg.
 AY2025;SPC TXSC     - 4,138,492.784   578,795.534   MT  0.99987286   -0 06 24.2
 AY2025;SPC TXSC     -13,577,705.08  1,898,931.68   sFT  0.99987286   -0 06 24.2
 AY2025;UTM  14      - 3,217,177.456   478,801.281   MT  0.99960555   -0 06 21.2
 AY2025
 AY2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2025!SPC TXSC     -   0.99996522  x   0.99987286  =   0.99983808
 AY2025!UTM  14      -   0.99996522  x   0.99960555  =   0.99957078
 AY2025
 AY2025|---------------------------------------------------------------------|
 AY2025| PID    Reference Object                     Distance      Geod. Az  |
 AY2025|                                                           dddmmss.s |
 AY2025| CV6287 SECO RM 1                            22.284 METERS 00003     |
 AY2025| CV6286 SECO AZ MK                                         0062456.9 |
 AY2025| CV6288 SECO RM 2                            20.005 METERS 11130     |
 AY2025|---------------------------------------------------------------------|
 AY2025
 AY2025                          SUPERSEDED SURVEY CONTROL
 AY2025
 AY2025  NAD 83(1986)-  29 04 58.03748(N)    099 13 04.13254(W) AD(       ) 1
 AY2025  NAD 27      -  29 04 57.17000(N)    099 13 03.00100(W) AD(       ) 1
 AY2025  NGVD 29 (07/28/98)  245.0    (m)          804.     (f) VERT ANG       
 AY2025
 AY2025.Superseded values are not recommended for survey control.
 AY2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2025.See file dsdata.txt to determine how the superseded data were derived.
 AY2025
 AY2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT7880117177(NAD 83)
 AY2025_MARKER: DS = TRIANGULATION STATION DISK
 AY2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2025_PROJECTION: FLUSH
 AY2025
 AY2025  HISTORY     - Date     Condition        Report By
 AY2025  HISTORY     - 1935     MONUMENTED       CGS
 AY2025  HISTORY     - 19961017 GOOD             USPSQD
 AY2025  HISTORY     - 20030110 MARK NOT FOUND   USPSQD
 AY2025
 AY2025                          STATION DESCRIPTION
 AY2025
 AY2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2025'STATION IS LOCATED 6 MILES SW OF YANCEY.  15 MILES NNW OF
 AY2025'PEARSAL AND 1/2 MILES OF THE MEDINA-FRIO COUNTY LINE.  ON
 AY2025'THE LAND OF MR. E.E. WILSON.  ON TOP OF A VERY BRUSHY HILL
 AY2025'OF THE RIDGE LYING TO THE SW OF SECO CREEK.  MARK PROJECTS
 AY2025'10 INCHES ABOVE GROUND.
 AY2025'
 AY2025'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AY2025'BRONZE DISKS SET IN CONCRETE.
 AY2025'
 AY2025'AZIMUTH MARK IS 0.5 MILE N OF STATION.  ON THE SUMMIT OF A
 AY2025'GRAVEL HILL.  MARK PROJECTS 6 INCHES ABOVE GROUND.  TO REACH
 AY2025'FROM STATION GO 0.5 MILE N ACROSS PASTURE TO TOP OF HILL
 AY2025'AND AZIMUTH MARK.
 AY2025'
 AY2025'REFERENCE MARK NO. 1 IS N OF STATION.  MARK PROJECTS 8 INCHES
 AY2025'ABOVE GROUND.
 AY2025'
 AY2025'REFERENCE MARK NO. 2 IS E OF STATION AND 50 FEET W OF THE
 AY2025'HEAD OF A DRAW.  MARK PROJECTS 10 INCHES ABOVE GROUND.
 AY2025'
 AY2025'TO REACH STATION FROM THE POST OFFICE IN YANCEY GO W ON ROAD
 AY2025'IN FRONT OF POST OFFICE IN YANCEY FOR 0.65 MILE.  TURN RIGHT
 AY2025'AT ROAD END (N) FOR 1.1 MILES.  TAKE LEFT FORK ACROSS BRIDGE
 AY2025'FOR 2.3 MILES.  TAKE MAIN ROAD LEFT (S) FOR 3.5 MILES.  TURN
 AY2025'LEFT AT ROAD END FOR 0.25 MILE.  TAKE T-ROAD RIGHT (S) FOR
 AY2025'0.4 MILE TO HOME OF MR. E.E. WILSON.  PASS THRU GATE AT WINDMILL
 AY2025'TO THE S OF HOUSE.  TURN LEFT AND GO 1.25 MILES E, PASS THRU
 AY2025'GATE AT A HOUSE ON LEFT AND GO FOR 0.1 MILE.  TAKE T-ROAD
 AY2025'RIGHT (W) ALONG FENCE AND TELEPHONE LINE FOR 1.45 MILES.
 AY2025'TAKE LEFT FORK (SW) FOR 0.5 MILE. TAKE LEFT FORK OF PASTURE
 AY2025'ROAD FOR 0.75 MILE OR FOR 0.6 MILE AFTER PASSING THRU PLANK
 AY2025'GATE.  TURN LEFT ACROSS PASTURE AND KEEPING TO N SIDE OF
 AY2025'HILL, GO 0.25 MILE E TO TOP OF HILL AHEAD AND STATIONS.
 AY2025'
 AY2025'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AY2025
 AY2025                          STATION RECOVERY (1996)
 AY2025
 AY2025'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY2025'RECOVERED IN GOOD CONDITION.
 AY2025
 AY2025                          STATION RECOVERY (2003)
 AY2025
 AY2025'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2025'SOLD - INACCESSIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1007 ***********************************************************************
 GK1007  DESIGNATION -  SECTION
 GK1007  PID         -  GK1007
 GK1007  STATE/COUNTY-  TX/LIPSCOMB
 GK1007  USGS QUAD   -  DUGOUT CREEK (1972)
 GK1007
 GK1007                         *CURRENT SURVEY CONTROL
 GK1007  ___________________________________________________________________
 GK1007* NAD 83(1993)-  36 21 40.03977(N)    100 16 34.77725(W)     ADJUSTED  
 GK1007* NAVD 88     -       825.61   (+/-2cm)    2708.7    (feet)  VERTCON   
 GK1007  ___________________________________________________________________
 GK1007  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 GK1007  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GK1007
 GK1007  HORZ ORDER  -  SECOND
 GK1007  VERT ORDER  -  THIRD ? (See Below)
 GK1007
 GK1007.The horizontal coordinates were established by classical geodetic methods
 GK1007.and adjusted by the National Geodetic Survey in February 1996..
 GK1007
 GK1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1007.The vertical order pertains to the NGVD 29 superseded value.
 GK1007
 GK1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1007
 GK1007.The geoid height was determined by GEOID03.
 GK1007
 GK1007;                    North         East     Units Scale Factor Converg.
 GK1007;SPC TX N     - 1,262,629.170   309,827.946   MT  1.00004632   +0 42 33.0
 GK1007;SPC TX N     - 4,142,475.87  1,016,493.85   sFT  1.00004632   +0 42 33.0
 GK1007;UTM  14      - 4,024,759.612   385,491.575   MT  0.99976155   -0 45 24.4
 GK1007
 GK1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1007!SPC TX N     -   0.99987483  x   1.00004632  =   0.99992115
 GK1007!UTM  14      -   0.99987483  x   0.99976155  =   0.99963641
 GK1007
 GK1007:                Primary Azimuth Mark                     Grid Az
 GK1007:SPC TX N     -  FOLLETT LUTHERAN CHURCH CROSS            055 01 49.0
 GK1007:UTM  14      -  FOLLETT LUTHERAN CHURCH CROSS            056 29 46.4
 GK1007
 GK1007|---------------------------------------------------------------------|
 GK1007| PID    Reference Object                     Distance      Geod. Az  |
 GK1007|                                                           dddmmss.s |
 GK1007| GK0975 FOLLETT LUTHERAN CHURCH CROSS       APPROX.14.3 KM 0554422.0 |
 GK1007| GK0976 FOLLETT FARMERS GRAIN ELEVATOR      APPROX.14.2 KM 0572019.0 |
 GK1007| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.14.4 KM 0584144.9 |
 GK1007| GK0977 FOLLETT BLACK RAILROAD TANK         APPROX.14.3 KM 0584956.1 |
 GK1007| CL4030 SECTION RM 1                         19.518 METERS 19359     |
 GK1007| CL4031 SECTION RM 2                         24.210 METERS 29045     |
 GK1007| GK1005 DARROUZETT COOP ASSOC ELEV          APPROX.10.2 KM 3330650.2 |
 GK1007| CL4029 SECTION AZ MK                                      3593422.1 |
 GK1007|---------------------------------------------------------------------|
 GK1007
 GK1007                          SUPERSEDED SURVEY CONTROL
 GK1007
 GK1007  NAD 83(1993)-  36 21 40.03977(N)    100 16 34.77720(W) AD(       ) 2
 GK1007  NAD 83(1986)-  36 21 40.04623(N)    100 16 34.76570(W) AD(       ) 2
 GK1007  NAD 27      -  36 21 39.92000(N)    100 16 33.27900(W) AD(       ) 2
 GK1007  NGVD 29 (07/19/86)  825.28   (m)         2707.6    (f) LEVELING    3  
 GK1007
 GK1007.Superseded values are not recommended for survey control.
 GK1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1007.See file dsdata.txt to determine how the superseded data were derived.
 GK1007
 GK1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8549224760(NAD 83)
 GK1007_MARKER: DS = TRIANGULATION STATION DISK
 GK1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1007
 GK1007  HISTORY     - Date     Condition        Report By
 GK1007  HISTORY     - 1951     MONUMENTED       CGS
 GK1007  HISTORY     - 1961     GOOD             CGS
 GK1007
 GK1007                          STATION DESCRIPTION
 GK1007
 GK1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK1007'THE STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY
 GK1007'305, ABOUT 8-1/2 MILES AIRLINE NORTH OF LIPSCOMB, ABOUT
 GK1007'9-1/2 MILES AIRLINE SOUTHWEST OF FOLLETT, AND ABOUT 6 MILES
 GK1007'AIRLINE SOUTH-SOUTHEAST OF DARROUZETT.
 GK1007'
 GK1007'TO REACH THE STATION FROM THE POST OFFICE IN DARROUZETT
 GK1007'GO NORTH FOR 0.1 MILE TO A STOP SIGN.  TURN RIGHT ONTO STATE
 GK1007'HIGHWAY 117 AND GO EAST 3.0 MILES TO A FORK.  TURN RIGHT,
 GK1007'SOUTH, ONTO STATE HIGHWAY 305 AND GO 4.7 MILES TO A POWER
 GK1007'LINE POLE WITH A TRIANGLE BLAZE AND THE AZIMUTH MARK ON
 GK1007'THE RIGHT.  KEEP STRAIGHT AHEAD AND GO 0.3 MILE TO A SIDE
 GK1007'ROAD AND THE STATION ON THE RIGHT.
 GK1007'
 GK1007'THE STATION MARK IS A STANDARD DISK STAMPED SECTION 1951
 GK1007'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GK1007'1 INCH ABOVE THE GROUND.  IT IS 17 FEET WEST OF A NORTH-SOUTH
 GK1007'FENCE LINE, 58 FEET SOUTH OF THE CENTERLINE OF A DIRT
 GK1007'EAST-WEST ROAD, AND 59 FEET WEST OF THE CENTERLINE OF THE
 GK1007'HIGHWAY.
 GK1007'
 GK1007'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SECTION
 GK1007'NO 1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GK1007'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1 FOOT EAST
 GK1007'OF A NORTH-SOUTH FENCE LINE, 74 FEET WEST OF THE CENTERLINE
 GK1007'OF THE HIGHWAY, AND THE SAME ELEVATION AS THE STATION.
 GK1007'
 GK1007'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SECTION
 GK1007'NO 2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GK1007'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1 FOOT SOUTH
 GK1007'OF AN EAST-WEST FENCE LINE, 28 FEET SOUTH OF THE CENTERLINE
 GK1007'OF A DIRT EAST-WEST ROAD, AND THE SAME ELEVATION AS THE STATION.
 GK1007'
 GK1007'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY
 GK1007'305 AND IS A STANDARD DISK STAMPED SECTION 1951 SET IN THE
 GK1007'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 GK1007'ABOVE THE GROUND.  IT IS 4.7 FEET SOUTHEAST OF A POWER LINE
 GK1007'POLE WITH A TRIANGLE BLAZE AND 74 FEET WEST OF THE CENTERLINE
 GK1007'OF THE HIGHWAY.
 GK1007'
 GK1007'THE SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTERLINES
 GK1007'OF STATE HIGHWAY 305 AND A DIRT EAST-WEST ROAD THAT RUNS
 GK1007'WEST FROM THE INTERSECTION.  IT IS 1 FOOT HIGHER THAN THE
 GK1007'STATION.
 GK1007
 GK1007                          STATION RECOVERY (1961)
 GK1007
 GK1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 GK1007'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DID NOT
 GK1007'RECOVER REFERENCE MARKS OR AZIMUTH MARK.  THE DIRECTIONS
 GK1007'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2207 ***********************************************************************
 AN2207  DESIGNATION -  SECTION HOUSE CHIMNEY
 AN2207  PID         -  AN2207
 AN2207  STATE/COUNTY-  TX/MATAGORDA
 AN2207  USGS QUAD   -  BLESSING (1995)
 AN2207
 AN2207                         *CURRENT SURVEY CONTROL
 AN2207  ___________________________________________________________________
 AN2207* NAD 83(1993)-  28 45 23.41098(N)    096 13 07.34056(W)     ADJUSTED  
 AN2207* NAVD 88     -                                                        
 AN2207  ___________________________________________________________________
 AN2207  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AN2207  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN2207
 AN2207  HORZ ORDER  -  THIRD
 AN2207
 AN2207.The horizontal coordinates were established by classical geodetic methods
 AN2207.and adjusted by the National Geodetic Survey in February 1996..
 AN2207
 AN2207
 AN2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2207
 AN2207.The geoid height was determined by GEOID03.
 AN2207
 AN2207;                    North         East     Units Scale Factor Converg.
 AN2207;SPC TXSC     - 4,105,542.974   871,589.959   MT  0.99991382   +1 21 45.3
 AN2207;SPC TXSC     -13,469,602.24  2,859,541.39   sFT  0.99991382   +1 21 45.3
 AN2207;UTM  14      - 3,184,181.571   771,588.013   MT  1.00051036   +1 20 19.9
 AN2207
 AN2207                          SUPERSEDED SURVEY CONTROL
 AN2207
 AN2207  NAD 83(1986)-  28 45 23.42262(N)    096 13 07.31141(W) AD(       ) 4
 AN2207  NAD 27      -  28 45 22.47100(N)    096 13 06.43100(W) AD(       ) 3
 AN2207
 AN2207.Superseded values are not recommended for survey control.
 AN2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2207.See file dsdata.txt to determine how the superseded data were derived.
 AN2207
 AN2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7158884182(NAD 83)
 AN2207_MARKER: 85 = CHIMNEY
 AN2207
 AN2207  HISTORY     - Date     Condition        Report By
 AN2207  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2207
 AN2207                          STATION DESCRIPTION
 AN2207
 AN2207'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2096 ***********************************************************************
 AN2096  DESIGNATION -  SEEK
 AN2096  PID         -  AN2096
 AN2096  STATE/COUNTY-  TX/ARANSAS
 AN2096  USGS QUAD   -  ROCKPORT (1979)
 AN2096
 AN2096                         *CURRENT SURVEY CONTROL
 AN2096  ___________________________________________________________________
 AN2096* NAD 83(1993)-  28 04 35.04731(N)    097 06 08.14826(W)     ADJUSTED  
 AN2096* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2096  ___________________________________________________________________
 AN2096  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AN2096  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN2096
 AN2096  HORZ ORDER  -  SECOND
 AN2096
 AN2096.The horizontal coordinates were established by classical geodetic methods
 AN2096.and adjusted by the National Geodetic Survey in February 1996..
 AN2096
 AN2096.The orthometric height was scaled from a topographic map.
 AN2096
 AN2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2096
 AN2096.The geoid height was determined by GEOID03.
 AN2096
 AN2096;                    North         East     Units Scale Factor Converg.
 AN2096;SPC TXSC     - 4,028,454.173   786,543.978   MT  1.00010224   +0 55 47.0
 AN2096;SPC TXSC     -13,216,686.73  2,580,519.70   sFT  1.00010224   +0 55 47.0
 AN2096;SPC TX S     - 5,267,755.538   437,393.777   MT  1.00007057   +0 38 04.5
 AN2096;SPC TX S     -17,282,627.96  1,435,016.08   sFT  1.00007057   +0 38 04.5
 AN2096;UTM  14      - 3,107,119.678   686,477.608   MT  1.00002921   +0 53 36.3
 AN2096
 AN2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2096!SPC TXSC     -   1.00000394  x   1.00010224  =   1.00010618
 AN2096!SPC TX S     -   1.00000394  x   1.00007057  =   1.00007451
 AN2096!UTM  14      -   1.00000394  x   1.00002921  =   1.00003315
 AN2096
 AN2096|---------------------------------------------------------------------|
 AN2096| PID    Reference Object                     Distance      Geod. Az  |
 AN2096|                                                           dddmmss.s |
 AN2096| CV6289 SEEK RM 1                            30.660 METERS 07443     |
 AN2096| CV6290 SEEK RM 2                                          1515528.5 |
 AN2096| AB9850 CLUB UNDERGROUND                    APPROX. 6.6 KM 1985617.1 |
 AN2096|---------------------------------------------------------------------|
 AN2096
 AN2096                          SUPERSEDED SURVEY CONTROL
 AN2096
 AN2096  NAD 83(1986)-  28 04 35.05422(N)    097 06 08.12844(W) AD(       ) 2
 AN2096  NAD 27      -  28 04 34.00200(N)    097 06 07.16200(W) AD(       ) 2
 AN2096
 AN2096.Superseded values are not recommended for survey control.
 AN2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2096.See file dsdata.txt to determine how the superseded data were derived.
 AN2096
 AN2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS8647807120(NAD 83)
 AN2096_MARKER: DS = TRIANGULATION STATION DISK
 AN2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2096
 AN2096  HISTORY     - Date     Condition        Report By
 AN2096  HISTORY     - 1934     MONUMENTED       CGS
 AN2096  HISTORY     - 1938     GOOD             WESGEO
 AN2096  HISTORY     - 1949     GOOD             CGS
 AN2096  HISTORY     - 1950     GOOD             CGS
 AN2096  HISTORY     - 1950     GOOD             LOCENG
 AN2096  HISTORY     - 1953     GOOD             USGS
 AN2096  HISTORY     - 1974     SEE DESCRIPTION  USGS
 AN2096
 AN2096                          STATION DESCRIPTION
 AN2096
 AN2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2096'STATION IS ABOUT 4-1/2 MILES NW OF ROCKPORT, ON THE S SHORE
 AN2096'OF COPANO BAY.  IT IS ON THE FIRST SHELL RIDGE S OF BAY SHORE
 AN2096'WHICH IS LOCATED ON A POINT OF LAND KNOWN AS HANNIBAL POINT.
 AN2096'THIS RIDGE IS COVERED WITH A DENSE GROWTH OF MESQUITE.
 AN2096'STATION IS 8 METERS SE OF BAY SHORE, 5 METERS NW OF A DIM ROAD
 AN2096'RUNNING ALONG THE RIDGE, 500 METERS NW OF THE SHORE OF A SMALL
 AN2096'LAKE, AND 10 METERS NW FROM EDGE OF MARSH.
 AN2096'
 AN2096'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2096'SET IN CONCRETE.
 AN2096'
 AN2096'REFERENCE MARK 2 IS ON SECOND SHELL RIDGE S OF BAY SHORE.
 AN2096'
 AN2096'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--POINT
 AN2096'OF LAND (3/4 MILE DISTANT), 215 DEG.  SMALL HOUSE (1 MILE
 AN2096'DISTANT) 141 DEG.  LONE OIL DERRICK (5 MILES DISTANT), 155 DEG.
 AN2096'
 AN2096'HEIGHT OF LIGHT ABOVE STATION MARK - 6.1 METERS.
 AN2096
 AN2096                          STATION RECOVERY (1938)
 AN2096
 AN2096'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2096'RECOVERED IN GOOD CONDITION.
 AN2096
 AN2096                          STATION RECOVERY (1949)
 AN2096
 AN2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN2096'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AN2096'ORIGINAL DESCRIPTION IS ADEQUATE.
 AN2096'
 AN2096'STATION MARK IS A BRONZE STATION DISK, STAMPED SEEK 1934,
 AN2096'SET IN TOP OF 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 AN2096'3 INCHES ABOVE GROUND.
 AN2096'
 AN2096'R.M. 1 IS 30.6 METERS NE OF STATION.  IT IS A BRONZE REFERENCE
 AN2096'DISK, STAMPED SEEK NO 1 1934, SET IN TOP OF 12-INCH SQUARE
 AN2096'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
 AN2096'
 AN2096'R.M. 2 IS ACROSS SMALL POND, SE OF STATION.  IT IS A BRONZE
 AN2096'REFERENCE DISK, STAMPED SEEK NO 2 1934, SET IN TOP OF A
 AN2096'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 AN2096'GROUND.
 AN2096
 AN2096                          STATION RECOVERY (1950)
 AN2096
 AN2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HWS)
 AN2096'STATION LOCATED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AN2096'CONSIDERABLE CURRENT EXCAVATING NEARBY.
 AN2096
 AN2096                          STATION RECOVERY (1950)
 AN2096
 AN2096'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950 (MPB)
 AN2096'RECOVERED BY PHILLIPS PETRO CO
 AN2096'
 AN2096'R.M. 1 IS IN PLACE.  R.M. 2 WAS NOT SEARCHED FOR.  DESCRIPTION
 AN2096'IS SATISFACTORY.
 AN2096
 AN2096                          STATION RECOVERY (1953)
 AN2096
 AN2096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AN2096'STATION RECOVERED IN GOOD CONDITION.  TO REACH FROM JUNCTION
 AN2096'OF STATE HWY 35 AND FARM ROAD 881 IN ROCKPORT, GO NW ALONG
 AN2096'FARM ROAD 2.0 MILES TO T-ROAD NE, TURN RIGHT NE AND FOLLOW
 AN2096'MAIN ROAD 1.9 MILES TO T-ROAD N, TURN LEFT N, ALONG MAIN
 AN2096'ROAD FOR 0.3 MILES TO CROSS ROADS, CONTINUE STRAIGHT AHEAD
 AN2096'AND FOLLOW MAIN ROAD FOR 1.8 MILES TO T-ROAD, TURN LEFT
 AN2096'THRU GATE AND GO 0.4 MILE TO GATE, PASS THRU GATE AND FOLLOW
 AN2096'ROAD 0.3 MILES TO TRAIL JUNCTION, TAKE RIGHT FORK AND FOLLOW
 AN2096'TRAIL ALONG SHORE 0.5 MILE TO STATION.
 AN2096
 AN2096                          STATION RECOVERY (1974)
 AN2096
 AN2096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (VH)
 AN2096'THE COUNTY ENGR. OF ARANSAS CO. REPORTS THAT IT WAS
 AN2096'KNOCKED OUT.  THERE IS A HOUSING DEVELOPMENT THERE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1934 ***********************************************************************
 AY1934  DESIGNATION -  SEEWELD
 AY1934  PID         -  AY1934
 AY1934  STATE/COUNTY-  TX/BEXAR
 AY1934  USGS QUAD   -  CULEBRA HILL (1993)
 AY1934
 AY1934                         *CURRENT SURVEY CONTROL
 AY1934  ___________________________________________________________________
 AY1934* NAD 83(1993)-  29 29 29.57072(N)    098 44 29.99190(W)     ADJUSTED  
 AY1934* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 AY1934  ___________________________________________________________________
 AY1934  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY1934  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AY1934
 AY1934  HORZ ORDER  -  FIRST
 AY1934
 AY1934.The horizontal coordinates were established by classical geodetic methods
 AY1934.and adjusted by the National Geodetic Survey in February 1996..
 AY1934
 AY1934.The orthometric height was scaled from a topographic map.
 AY1934
 AY1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1934
 AY1934.The geoid height was determined by GEOID03.
 AY1934
 AY1934;                    North         East     Units Scale Factor Converg.
 AY1934;SPC TXSC     - 4,183,801.729   625,048.569   MT  0.99986697   +0 07 35.6
 AY1934;SPC TXSC     -13,726,356.17  2,050,680.18   sFT  0.99986697   +0 07 35.6
 AY1934;UTM  14      - 3,262,474.650   525,041.945   MT  0.99960774   +0 07 37.8
 AY1934
 AY1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1934!SPC TXSC     -   0.99994953  x   0.99986697  =   0.99981651
 AY1934!UTM  14      -   0.99994953  x   0.99960774  =   0.99955729
 AY1934
 AY1934:                Primary Azimuth Mark                     Grid Az
 AY1934:SPC TXSC     -  SEEWELD AZ MK                            016 38 18.5
 AY1934:UTM  14      -  SEEWELD AZ MK                            016 38 16.3
 AY1934
 AY1934|---------------------------------------------------------------------|
 AY1934| PID    Reference Object                     Distance      Geod. Az  |
 AY1934|                                                           dddmmss.s |
 AY1934| CV6291 SEEWELD AZ MK                                      0164554.1 |
 AY1934| CV6293 SEEWELD RM 2                         15.108 METERS 03544     |
 AY1934| AY1933 CULEBRA 1140 USE 1943                 3.595 METERS 17402     |
 AY1934| CV6292 SEEWELD RM 1                         21.065 METERS 30436     |
 AY1934|---------------------------------------------------------------------|
 AY1934
 AY1934                          SUPERSEDED SURVEY CONTROL
 AY1934
 AY1934  NAD 83(1986)-  29 29 29.57482(N)    098 44 29.97456(W) AD(       ) 1
 AY1934  NAD 27      -  29 29 28.74400(N)    098 44 28.88900(W) AD(       ) 1
 AY1934
 AY1934.Superseded values are not recommended for survey control.
 AY1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1934.See file dsdata.txt to determine how the superseded data were derived.
 AY1934
 AY1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2504262475(NAD 83)
 AY1934_MARKER: DS = TRIANGULATION STATION DISK
 AY1934_SETTING: 0 = UNSPECIFIED SETTING
 AY1934
 AY1934  HISTORY     - Date     Condition        Report By
 AY1934  HISTORY     - 1943     MONUMENTED       CGS
 AY1934  HISTORY     - 1953     GOOD             CGS
 AY1934  HISTORY     - 1956     GOOD             AMS
 AY1934
 AY1934                          STATION DESCRIPTION
 AY1934
 AY1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1934'STATION IS ABOUT 19.6 MILES WNW OF SAN ANTONIO, 1.3 MILES
 AY1934'S OF THE CULEBRA ROAD, AND 0.1 MILE N OF THE C.  SEEWELD
 AY1934'FARMHOUSE ON A PROMINENT BRUSHY HILL IN A PASTURE ON HIS
 AY1934'PROPERTY.  IT IS ON THE HIGHEST PART OF THE HILL AND IS
 AY1934'8.5 FEET SSE OF A WHITE REFERENCE POST.  IT IS STAMPED SEEWELD
 AY1934'1943 AND PROJECTS ABOUT 6 INCHES.
 AY1934'
 AY1934'SURFACE, UNDERGROUND, REFERENCE MARK 2, AND AZIMUTH MARK
 AY1934'ARE BRONZE DISKS SET IN CONCRETE.
 AY1934'
 AY1934'REFERENCE MARK 1 IS NW OF THE STATION AND IS IN A SMALL
 AY1934'BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 AY1934'STAMPED SEEWELD NO 1 1943.
 AY1934'
 AY1934'REFERENCE MARK 2 IS SW OF THE STATION.  IT IS STAMPED SEEWELD
 AY1934'NO 2 1943 AND PROJECTS ABOUT 6 INCHES.
 AY1934'
 AY1934'AZIMUTH MARK IS ABOUT 0.25 MILE N OF THE STATION, 28 FEET E
 AY1934'OF THE CENTER LINE OF THE ROAD TO THE STATION, 4 FEET S OF
 AY1934'A WHITE REFERENCE POST, AND 1 FOOT E OF A WIRE FENCE.  IT
 AY1934'IS STAMPED SEEWELD 1943 AND PROJECTS 6 INCHES.
 AY1934'
 AY1934'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 90 AND 87 AT
 AY1934'THE SAN ANTONIO CITY HALL, GO W ON HIGHWAY 90 FOR 4.15 MILES
 AY1934'AND TAKE A SIDE-ROAD RIGHT FORK WHERE THE HIGHWAY CURVES
 AY1934'LEFT.  GO 3.5 MILES AND BEAR LEFT ON THE ALAMO DOWNS ROAD.
 AY1934'GO 1.15 MILES AND KEEP STRAIGHT AHEAD, W, AT THE ALAMO DOWNS
 AY1934'GATE, GO 7.3 MILES AND KEEP STRAIGHT AHEAD AT THE CULEBRA
 AY1934'SCHOOLHOUSE ON THE LEFT, GO 1.5 MILES AND TURN LEFT, S, ON
 AY1934'A GRAVEL ROAD, GO 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT
 AY1934'AND CONTINUE STRAIGHT AHEAD, GO 0.2 MILE AND PASS THROUGH
 AY1934'A GATE, GO 0.25 MILE AND PASS THROUGH A GATE INTO THE
 AY1934'SEEWELD RANCH YARDS.  GO E FOR 100 YARDS AND TURN LEFT
 AY1934'THROUGH A GATE BETWEEN A RED BARN AND A WHITE SHED.
 AY1934'PICK THE BEST ROUTE UP THE HILL FOR ABOUT 0.25 MILE TO
 AY1934'ITS SUMMIT AND THE STATION.
 AY1934'
 AY1934'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 AY1934
 AY1934                          STATION RECOVERY (1953)
 AY1934
 AY1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1934'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 1
 AY1934'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 AY1934'MARK NO. 2 WAS FOUND IN GOOD CONDITION BUT IN ERROR IN DIRECTION
 AY1934'BY 100 DEGREES.
 AY1934'
 AY1934'ADDITIONAL NOTES FOLLOW--
 AY1934'
 AY1934'REACHED FROM THE JUNCTION OF LOOP 13 AND U.S. HIGHWAY 90
 AY1934'BY GOING EAST ON HIGHWAY 90 FOR 1.9 MILES TO THE CALLAGHAN
 AY1934'ROAD TO THE LEFT.  TURN LEFT AND GO 2.3 MILES TO THE JUNCTION
 AY1934'OF CULEBRA ROAD.  TURN LEFT, WEST, AND GO 2.0 MILES ON CULEBRA
 AY1934'ROAD TO A CROSS ROAD JUST AFTER PASSING OVER A BRIDGE.  CONTINUE
 AY1934'STRAIGHT AHEAD ON CULEBRA ROAD FOR 5.7 MILES TO THE CULEBRA
 AY1934'SCHOOL ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO
 AY1934'THE ROFT ROAD TO THE LEFT.  TURN LEFT AND GO 0.7 MILE TO THE
 AY1934'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2
 AY1934'MILE TO A GATE.  PASS THROUGH THE GATE AND GO 0.25 MILE
 AY1934'TO A GATE AT THE SEEWELD RANCH.  PASS THROUGH THE GATE AND
 AY1934'BEAR LEFT FOR ABOUT 100 YARDS TO A GATE BETWEEN A RED BARN
 AY1934'AND SHED.  PASS THROUGH THE GATE AND FOLLOW A TRAIL ROAD
 AY1934'FOR 0.25 MILE TO THE SUMMIT OF THE KNOLL AND STATION.  A
 AY1934'FOUR-WHEEL DRIVE TRUCK IS NEEDED TO GO THE LAST 0.25
 AY1934'MILE IN WET WEATHER.
 AY1934'
 AY1934'HEIGHT OF LIGHT ABOVE MARK 11.3 METERS
 AY1934
 AY1934                          STATION RECOVERY (1956)
 AY1934
 AY1934'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1934'STATION AND R.M. NOS. 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 AY1934'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2141 ***********************************************************************
 BL2141  DESIGNATION -  SEGNO
 BL2141  PID         -  BL2141
 BL2141  STATE/COUNTY-  TX/POLK
 BL2141  USGS QUAD   -  JACKS CREEK SOUTH (1984)
 BL2141
 BL2141                         *CURRENT SURVEY CONTROL
 BL2141  ___________________________________________________________________
 BL2141* NAD 83(1993)-  30 31 43.61514(N)    094 33 57.11197(W)     ADJUSTED  
 BL2141* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 BL2141  ___________________________________________________________________
 BL2141  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BL2141  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL2141
 BL2141  HORZ ORDER  -  SECOND
 BL2141
 BL2141.The horizontal coordinates were established by classical geodetic methods
 BL2141.and adjusted by the National Geodetic Survey in February 1996..
 BL2141
 BL2141.The orthometric height was scaled from a topographic map.
 BL2141
 BL2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2141
 BL2141.The geoid height was determined by GEOID03.
 BL2141
 BL2141;                    North         East     Units Scale Factor Converg.
 BL2141;SPC TX C     - 3,109,914.692 1,253,213.067   MT  0.99991554   +2 58 14.1
 BL2141;SPC TX C     -10,203,111.79  4,111,583.20   sFT  0.99991554   +2 58 14.1
 BL2141;UTM  15      - 3,378,423.970   349,773.964   MT  0.99987841   -0 47 44.0
 BL2141
 BL2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2141!SPC TX C     -   0.99999727  x   0.99991554  =   0.99991281
 BL2141!UTM  15      -   0.99999727  x   0.99987841  =   0.99987568
 BL2141
 BL2141|---------------------------------------------------------------------|
 BL2141| PID    Reference Object                     Distance      Geod. Az  |
 BL2141|                                                           dddmmss.s |
 BL2141| CV9205 SEGNO RM 1                           34.667 METERS 05818     |
 BL2141| CV9204 SEGNO AZ MK                                        1774548.7 |
 BL2141| CV9206 SEGNO RM 2                           36.493 METERS 31151     |
 BL2141|---------------------------------------------------------------------|
 BL2141
 BL2141                          SUPERSEDED SURVEY CONTROL
 BL2141
 BL2141  NAD 83(1986)-  30 31 43.63051(N)    094 33 57.09995(W) AD(       ) 2
 BL2141  NAD 27      -  30 31 42.89000(N)    094 33 56.38300(W) AD(       ) 2
 BL2141
 BL2141.Superseded values are not recommended for survey control.
 BL2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2141.See file dsdata.txt to determine how the superseded data were derived.
 BL2141
 BL2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP4977478424(NAD 83)
 BL2141_MARKER: DS = TRIANGULATION STATION DISK
 BL2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2141
 BL2141  HISTORY     - Date     Condition        Report By
 BL2141  HISTORY     - 1952     MONUMENTED       CGS
 BL2141
 BL2141                          STATION DESCRIPTION
 BL2141
 BL2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2141'THE STATION IS LOCATED ABOUT 9.5 MILES WEST OF VILLAGE MILLS
 BL2141'IN THE SOUTHWEST ANGLE OF A T INTERSECTION, 84 FEET SOUTHWEST
 BL2141'OF THE CENTER OF INTERSECTION AND 47 FEET WEST OF THE CENTER
 BL2141'OF A NORTH-SOUTH ROAD.  IT IS STAMPED SEGNO 1952 AND PROJECTS
 BL2141'4 INCHES.
 BL2141'
 BL2141'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 83 FEET
 BL2141'SOUTHEAST OF THE CENTER OF INTERSECTION, 40 FEET SOUTH OF THE
 BL2141'CENTER OF AN EAST-WEST ROAD AND 4 FEET SOUTHWEST OF A POWER
 BL2141'LINE POLE.  IT IS STAMPED SEGNO NO 1 1952 AND PROJECTS 2
 BL2141'INCHES.
 BL2141'
 BL2141'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 104 FEET
 BL2141'WEST-SOUTHWEST OF THE CENTER OF INTERSECTION, 40 FEET SOUTH
 BL2141'OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT EAST OF A
 BL2141'TELEPHONE POLE.  IT IS STAMPED SEGNO NO 2 1952 AND PROJECTS
 BL2141'4 INCHES.
 BL2141'
 BL2141'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 187.02 FEET.
 BL2141'
 BL2141'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET EAST OF THE
 BL2141'CENTER OF A NORTH-SOUTH ROAD.  IT IS STAMPED SEGNO 1952 AND
 BL2141'PROJECTS 3 INCHES.
 BL2141'
 BL2141'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK EAST OF THE
 BL2141'RAILROAD STATION IN KOUNTZE, GO NORTH ON U.S. HIGHWAYS 287
 BL2141'AND 69 FOR 5.1 MILES TO A T ROAD LEFT, TURN LEFT AND GO WEST
 BL2141'ON FARM ROAD 1003 FOR 1.8 MILES TO A FORK, TAKE RIGHT FORK
 BL2141'AND GO NORTHWEST FOR 3.4 MILES TO A FORK, TAKE LEFT FORK AND
 BL2141'CONTINUE NORTHWEST FOR 3.6 MILES TO THE END OF HARD SURFACED
 BL2141'ROAD.  CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED DIRT ROAD
 BL2141'FOR 4.1 MILES TO A RAILROAD CROSSING, CROSS TRACKS AND
 BL2141'CONTINUE NORTHWEST AND WEST FOR 2.35 MILES TO A T ROAD LEFT
 BL2141'AND STATION IN SOUTHWEST ANGLE AS DESCRIBED, TURN
 BL2141'LEFT AND GO SOUTH FOR 0.25 MILE TO AZIMUTH MARK AS
 BL2141'DESCRIBED.
 BL2141'
 BL2141'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2319 ***********************************************************************
 AX2319  DESIGNATION -  SEGUIN 555
 AX2319  PID         -  AX2319
 AX2319  STATE/COUNTY-  TX/GUADALUPE
 AX2319  USGS QUAD   -  SEGUIN (1994)
 AX2319
 AX2319                         *CURRENT SURVEY CONTROL
 AX2319  ___________________________________________________________________
 AX2319* NAD 83(1986)-  29 35 01.     (N)    097 57 52.     (W)     SCALED    
 AX2319* NAVD 88     -       169.29   (+/-2cm)     555.4    (feet)  VERTCON   
 AX2319  ___________________________________________________________________
 AX2319  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX2319
 AX2319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2319
 AX2319.The horizontal coordinates were scaled from a topographic map and have
 AX2319.an estimated accuracy of +/- 6 seconds.
 AX2319
 AX2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2319.The vertical order pertains to the NGVD 29 superseded value.
 AX2319
 AX2319.The geoid height was determined by GEOID03.
 AX2319
 AX2319;                    North         East    Units  Estimated Accuracy
 AX2319;SPC TXSC     - 4,194,420.      700,320.      MT  (+/- 180 meters Scaled)
 AX2319
 AX2319                          SUPERSEDED SURVEY CONTROL
 AX2319
 AX2319  NGVD 29 (??/??/92)  169.213  (m)          555.16   (f) ADJ UNCH    2 0
 AX2319
 AX2319.Superseded values are not recommended for survey control.
 AX2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2319.See file dsdata.txt to determine how the superseded data were derived.
 AX2319
 AX2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT002730(NAD 83)
 AX2319_MARKER: Q = CHISELED SQUARE
 AX2319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2319_SP_SET: WINDOW SILL
 AX2319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2319
 AX2319  HISTORY     - Date     Condition        Report By
 AX2319  HISTORY     - UNK      MONUMENTED       USGS
 AX2319  HISTORY     - 1943     GOOD             NGS
 AX2319  HISTORY     - 1987     GOOD             USPSQD
 AX2319  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2319
 AX2319                          STATION DESCRIPTION
 AX2319
 AX2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2319'IN SEGUIN.
 AX2319'AT SEGUIN, GUADALUPE COUNTY, AT THE TEXAS AND NEW ORLEANS RAILROAD
 AX2319'STATION, AND ON THE SILL OF THE EAST WINDOW OF THE TELEGRAPH OFFICE. A
 AX2319'CHISELED SQUARE.
 AX2319
 AX2319                          STATION RECOVERY (1987)
 AX2319
 AX2319'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2319'RECOVERED IN GOOD CONDITION.
 AX2319
 AX2319                          STATION RECOVERY (1988)
 AX2319
 AX2319'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2636 ***********************************************************************
 AX2636  DESIGNATION -  SEGUIN COTTON COMP BLDG TOP
 AX2636  PID         -  AX2636
 AX2636  STATE/COUNTY-  TX/GUADALUPE
 AX2636  USGS QUAD   -  SEGUIN (1994)
 AX2636
 AX2636                         *CURRENT SURVEY CONTROL
 AX2636  ___________________________________________________________________
 AX2636* NAD 83(1993)-  29 34 56.44533(N)    097 58 00.97499(W)     ADJUSTED  
 AX2636* NAVD 88     -       183.3    (meters)     601.     (feet)  VERTCON   
 AX2636  ___________________________________________________________________
 AX2636  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AX2636  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX2636
 AX2636  HORZ ORDER  -  THIRD
 AX2636
 AX2636.The horizontal coordinates were established by classical geodetic methods
 AX2636.and adjusted by the National Geodetic Survey in February 1996..
 AX2636
 AX2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2636
 AX2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2636
 AX2636.The geoid height was determined by GEOID03.
 AX2636
 AX2636;                    North         East     Units Scale Factor Converg.
 AX2636;SPC TXSC     - 4,194,279.289   700,077.031   MT  0.99987253   +0 30 22.0
 AX2636;SPC TXSC     -13,760,731.30  2,296,836.06   sFT  0.99987253   +0 30 22.0
 AX2636;UTM  14      - 3,272,952.688   600,053.854   MT  0.99972352   +0 30 36.1
 AX2636
 AX2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2636!SPC TXSC     -   0.99997531  x   0.99987253  =   0.99984784
 AX2636!UTM  14      -   0.99997531  x   0.99972352  =   0.99969884
 AX2636
 AX2636                          SUPERSEDED SURVEY CONTROL
 AX2636
 AX2636  NAD 83(1986)-  29 34 56.45146(N)    097 58 00.95551(W) AD(       ) 4
 AX2636  NAD 27      -  29 34 55.63000(N)    097 57 59.94000(W) AD(       ) 3
 AX2636  NGVD 29 (07/19/86)  183.2    (m)          601.     (f) VERT ANG       
 AX2636
 AX2636.Superseded values are not recommended for survey control.
 AX2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2636.See file dsdata.txt to determine how the superseded data were derived.
 AX2636
 AX2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0005472953(NAD 83)
 AX2636_MARKER: 55 = TOWER
 AX2636
 AX2636  HISTORY     - Date     Condition        Report By
 AX2636  HISTORY     - 1903     FIRST OBSERVED   CGS
 AX2636  HISTORY     - 1935     GOOD             CGS
 AX2636  HISTORY     - 19930808 GOOD             USPSQD
 AX2636  HISTORY     - 19990925 GOOD             USPSQD
 AX2636  HISTORY     - 20030517 POOR             USPSQD
 AX2636
 AX2636                          STATION DESCRIPTION
 AX2636
 AX2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AX2636'EVIDENTLY THIS IS THE ROOF OF A SQUARE GALVANIZED IRON TOWER.
 AX2636'THIS TOWER IS STILL STANDING UNCHANGED.
 AX2636
 AX2636                          STATION RECOVERY (1993)
 AX2636
 AX2636'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2636'RECOVERED IN GOOD CONDITION.
 AX2636
 AX2636                          STATION RECOVERY (1999)
 AX2636
 AX2636'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2636'RECOVERED IN GOOD CONDITION.
 AX2636
 AX2636                          STATION RECOVERY (2003)
 AX2636
 AX2636'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2636'BUILDING THAT APPEARS TO FIT DESCRIPTION IS LOCATED AT 29 34 48.4 (N)
 AX2636'AND 097 58 01.9 (W).  THIS IS CONSIDERABLY SOUTH OF ORIGINALLY
 AX2636'DESCRIBED LOCATION.  SUGGEST ADDITIONAL INVESTIGATION TO CONFIRM
 AX2636'WHETHER THE CURRENT BUILDING IS IN FACT THE MARK AND WHETHER OR NOT
 AX2636'THIS MARK SHOULD BE KEPT AS RELIABLE.  NOTE THAT THERE IS A RELATIVELY
 AX2636'NEW WATER TOWER LOCATED APPROXIMATELY 1000 FEET NEAR BY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1792 ***********************************************************************
 AY1792  DESIGNATION -  SEGUIN MILLING AND PWR CO TANK
 AY1792  PID         -  AY1792
 AY1792  STATE/COUNTY-  TX/GUADALUPE
 AY1792  USGS QUAD   -  MC QUEENEY (1994)
 AY1792
 AY1792                         *CURRENT SURVEY CONTROL
 AY1792  ___________________________________________________________________
 AY1792* NAD 83(1993)-  29 34 26.81631(N)    098 01 51.98351(W)     ADJUSTED  
 AY1792* NAVD 88     -                                                        
 AY1792  ___________________________________________________________________
 AY1792  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AY1792  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AY1792
 AY1792  HORZ ORDER  -  THIRD
 AY1792
 AY1792.The horizontal coordinates were established by classical geodetic methods
 AY1792.and adjusted by the National Geodetic Survey in February 1996..
 AY1792
 AY1792
 AY1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1792
 AY1792.The geoid height was determined by GEOID03.
 AY1792
 AY1792;                    North         East     Units Scale Factor Converg.
 AY1792;SPC TXSC     - 4,193,313.943   693,868.415   MT  0.99987193   +0 28 28.8
 AY1792;SPC TXSC     -13,757,564.16  2,276,466.62   sFT  0.99987193   +0 28 28.8
 AY1792;UTM  14      - 3,271,987.088   593,846.271   MT  0.99970867   +0 28 41.6
 AY1792
 AY1792                          SUPERSEDED SURVEY CONTROL
 AY1792
 AY1792  NAD 83(1986)-  29 34 26.82248(N)    098 01 51.96439(W) AD(       ) 4
 AY1792  NAD 27      -  29 34 25.99800(N)    098 01 50.94300(W) AD(       ) 3
 AY1792
 AY1792.Superseded values are not recommended for survey control.
 AY1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1792.See file dsdata.txt to determine how the superseded data were derived.
 AY1792
 AY1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT9384671987(NAD 83)
 AY1792_MARKER: 53 = ELEVATED TANK
 AY1792
 AY1792  HISTORY     - Date     Condition        Report By
 AY1792  HISTORY     - 1903     FIRST OBSERVED   CGS
 AY1792  HISTORY     - 1935     GOOD             CGS
 AY1792  HISTORY     - 1956     GOOD             AMS
 AY1792  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY1792
 AY1792                          STATION DESCRIPTION
 AY1792
 AY1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1792'THIS TANK IS STILL STANDING UNCHANGED.
 AY1792
 AY1792                          STATION RECOVERY (1956)
 AY1792
 AY1792'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1792'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE CENTER
 AY1792'OF A SILVER PAINTED WATER TANK ABOUT 110 FT. HIGH SET IN LINE
 AY1792'WITH 5 VERTICAL ROUND TANKS TO THE EAST AND 2 VERTICAL ROUND
 AY1792'TANKS TO THE WEST.
 AY1792
 AY1792                          STATION RECOVERY (1993)
 AY1792
 AY1792'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2633 ***********************************************************************
 AX2633  DESIGNATION -  SEGUIN OIL FACTORY WATER TOWER
 AX2633  PID         -  AX2633
 AX2633  STATE/COUNTY-  TX/GUADALUPE
 AX2633  USGS QUAD   -  SEGUIN (1994)
 AX2633
 AX2633                         *CURRENT SURVEY CONTROL
 AX2633  ___________________________________________________________________
 AX2633* NAD 83(1993)-  29 34 58.27202(N)    097 58 20.88300(W)     ADJUSTED  
 AX2633* NAVD 88     -       193.6    (meters)     635.     (feet)  VERTCON   
 AX2633  ___________________________________________________________________
 AX2633  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AX2633  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX2633
 AX2633  HORZ ORDER  -  THIRD
 AX2633
 AX2633.The horizontal coordinates were established by classical geodetic methods
 AX2633.and adjusted by the National Geodetic Survey in February 1996..
 AX2633
 AX2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2633
 AX2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2633
 AX2633.The geoid height was determined by GEOID03.
 AX2633
 AX2633;                    North         East     Units Scale Factor Converg.
 AX2633;SPC TXSC     - 4,194,330.805   699,540.836   MT  0.99987257   +0 30 12.2
 AX2633;SPC TXSC     -13,760,900.32  2,295,076.89   sFT  0.99987257   +0 30 12.2
 AX2633;UTM  14      - 3,273,004.160   599,517.736   MT  0.99972220   +0 30 26.3
 AX2633
 AX2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2633!SPC TXSC     -   0.99997369  x   0.99987257  =   0.99984626
 AX2633!UTM  14      -   0.99997369  x   0.99972220  =   0.99969590
 AX2633
 AX2633                          SUPERSEDED SURVEY CONTROL
 AX2633
 AX2633  NAD 83(1986)-  29 34 58.27815(N)    097 58 20.86389(W) AD(       ) 4
 AX2633  NAD 27      -  29 34 57.45300(N)    097 58 19.85000(W) AD(       ) 3
 AX2633  NGVD 29 (07/19/86)  193.5    (m)          635.     (f) VERT ANG       
 AX2633
 AX2633.Superseded values are not recommended for survey control.
 AX2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2633.See file dsdata.txt to determine how the superseded data were derived.
 AX2633
 AX2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT9951873004(NAD 83)
 AX2633_MARKER: 54 = WATER TOWER
 AX2633
 AX2633  HISTORY     - Date     Condition        Report By
 AX2633  HISTORY     - 1903     FIRST OBSERVED   CGS
 AX2633  HISTORY     - 1935     GOOD             CGS
 AX2633  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2633  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2633
 AX2633                          STATION DESCRIPTION
 AX2633
 AX2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AX2633'THIS TOWER IS STILL STANDING UNCHANGED.
 AX2633
 AX2633                          STATION RECOVERY (1993)
 AX2633
 AX2633'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2633'MARK NOT FOUND.
 AX2633
 AX2633                          STATION RECOVERY (1999)
 AX2633
 AX2633'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2635 ***********************************************************************
 AX2635  DESIGNATION -  SEGUIN SPIRE
 AX2635  PID         -  AX2635
 AX2635  STATE/COUNTY-  TX/GUADALUPE
 AX2635  USGS QUAD   -  SEGUIN (1994)
 AX2635
 AX2635                         *CURRENT SURVEY CONTROL
 AX2635  ___________________________________________________________________
 AX2635* NAD 83(1993)-  29 34 25.65701(N)    097 57 59.45093(W)     ADJUSTED  
 AX2635* NAVD 88     -                                                        
 AX2635  ___________________________________________________________________
 AX2635  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AX2635  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2635
 AX2635  HORZ ORDER  -  THIRD
 AX2635
 AX2635.The horizontal coordinates were established by classical geodetic methods
 AX2635.and adjusted by the National Geodetic Survey in February 1996..
 AX2635
 AX2635
 AX2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2635
 AX2635.The geoid height was determined by GEOID03.
 AX2635
 AX2635;                    North         East     Units Scale Factor Converg.
 AX2635;SPC TXSC     - 4,193,331.826   700,126.418   MT  0.99987190   +0 30 22.7
 AX2635;SPC TXSC     -13,757,622.83  2,296,998.09   sFT  0.99987190   +0 30 22.7
 AX2635;UTM  14      - 3,272,005.369   600,103.297   MT  0.99972364   +0 30 36.4
 AX2635
 AX2635                          SUPERSEDED SURVEY CONTROL
 AX2635
 AX2635  NAD 83(1986)-  29 34 25.66306(N)    097 57 59.43178(W) AD(       ) 4
 AX2635  NAD 27      -  29 34 24.34000(N)    097 57 58.42000(W) AD(       ) 3
 AX2635
 AX2635.Superseded values are not recommended for survey control.
 AX2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2635.See file dsdata.txt to determine how the superseded data were derived.
 AX2635
 AX2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0010372005(NAD 83)
 AX2635_MARKER: 90 = CHURCH SPIRE
 AX2635
 AX2635  HISTORY     - Date     Condition        Report By
 AX2635  HISTORY     - 1903     FIRST OBSERVED   CGS
 AX2635  HISTORY     - 1935     GOOD             CGS
 AX2635  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2635  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2635
 AX2635                          STATION DESCRIPTION
 AX2635
 AX2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AX2635'EVIDENTLY THE SPIRE OF THE PRESBYTERIAN CHURCH OF SEGUIN.
 AX2635'THIS SPIRE IS STILL STANDING UNCHANGED.
 AX2635
 AX2635                          STATION RECOVERY (1993)
 AX2635
 AX2635'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2635'MARK NOT FOUND.
 AX2635
 AX2635                          STATION RECOVERY (1999)
 AX2635
 AX2635'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1789 ***********************************************************************
 AY1789  DESIGNATION -  SEGUIN WEST BASE
 AY1789  PID         -  AY1789
 AY1789  STATE/COUNTY-  TX/GUADALUPE
 AY1789  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY1789
 AY1789                         *CURRENT SURVEY CONTROL
 AY1789  ___________________________________________________________________
 AY1789* NAD 83(1993)-  29 39 17.12618(N)    098 03 28.95929(W)     ADJUSTED  
 AY1789* NAVD 88     -       189.17   (+/-2cm)     620.6    (feet)  VERTCON   
 AY1789  ___________________________________________________________________
 AY1789  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AY1789  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AY1789
 AY1789  HORZ ORDER  -  FIRST
 AY1789  VERT ORDER  -  THIRD ? (See Below)
 AY1789
 AY1789.The horizontal coordinates were established by classical geodetic methods
 AY1789.and adjusted by the National Geodetic Survey in February 1996..
 AY1789
 AY1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1789.The vertical order pertains to the NGVD 29 superseded value.
 AY1789
 AY1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1789
 AY1789.The geoid height was determined by GEOID03.
 AY1789
 AY1789;                    North         East     Units Scale Factor Converg.
 AY1789;SPC TXSC     - 4,202,230.017   691,186.705   MT  0.99987877   +0 27 41.3
 AY1789;SPC TXSC     -13,786,816.31  2,267,668.38   sFT  0.99987877   +0 27 41.3
 AY1789;UTM  14      - 3,280,901.458   591,164.379   MT  0.99970254   +0 27 57.9
 AY1789
 AY1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1789!SPC TXSC     -   0.99997436  x   0.99987877  =   0.99985313
 AY1789!UTM  14      -   0.99997436  x   0.99970254  =   0.99967691
 AY1789
 AY1789:                Primary Azimuth Mark                     Grid Az
 AY1789:SPC TXSC     -  SEGUIN COTTON COMP BLDG TOP              131 48 23.2
 AY1789:UTM  14      -  SEGUIN COTTON COMP BLDG TOP              131 48 06.6
 AY1789
 AY1789|---------------------------------------------------------------------|
 AY1789| PID    Reference Object                     Distance      Geod. Az  |
 AY1789|                                                           dddmmss.s |
 AY1789| AX2636 SEGUIN COTTON COMP BLDG TOP         APPROX.11.9 KM 1321604.5 |
 AY1789| AX2633 SEGUIN OIL FACTORY WATER TOWER      APPROX.11.5 KM 1335128.9 |
 AY1789| AY1792 SEGUIN MILLING AND PWR CO TANK      APPROX. 9.3 KM 1634317.6 |
 AY1789| CV6295 SEGUIN WEST BASE RM                  23.800 METERS 18852     |
 AY1789| AY1794 HERNDON                             APPROX.13.3 KM 2035911.7 |
 AY1789| AY1787 NEW BRAUNFELS STANDPIPE             APPROX. 7.8 KM 3070331.0 |
 AY1789| AY1798 NEW BRAUNFELS CATH CH SPIRE         APPROX. 8.7 KM 3083231.2 |
 AY1789| AY1788 NEW BRAUNFELS COURTHOUSE TOWER      APPROX. 8.4 KM 3095136.6 |
 AY1789|---------------------------------------------------------------------|
 AY1789
 AY1789                          SUPERSEDED SURVEY CONTROL
 AY1789
 AY1789  NAD 83(1986)-  29 39 17.13281(N)    098 03 28.94031(W) AD(       ) 1
 AY1789  NAD 27      -  29 39 16.31800(N)    098 03 27.91600(W) AD(       ) 1
 AY1789  NGVD 29 (07/19/86)  189.09   (m)          620.4    (f) LEVELING    3  
 AY1789
 AY1789.Superseded values are not recommended for survey control.
 AY1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1789.See file dsdata.txt to determine how the superseded data were derived.
 AY1789
 AY1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT9116480901(NAD 83)
 AY1789_MARKER: DD = SURVEY DISK
 AY1789_SETTING: 0 = UNSPECIFIED SETTING
 AY1789
 AY1789  HISTORY     - Date     Condition        Report By
 AY1789  HISTORY     - 1899     MONUMENTED       CGS
 AY1789  HISTORY     - 1935     GOOD             CGS
 AY1789  HISTORY     - 1937     GOOD             TXHD
 AY1789  HISTORY     - 1956     GOOD             AMS
 AY1789  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1789
 AY1789                          STATION DESCRIPTION
 AY1789
 AY1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (SF)
 AY1789'STATION IS ABOUT 6-1/2 MILES BY ROAD SE OF NEW BRAUNFELS,
 AY1789'ABOUT 2/3 MILE S OF THE SEGUIN AND NEW BRAUNFELS ROAD, ON LAND
 AY1789'OWNED BY MRS. HENRY STEINMEIER, WHO LIVES 1/2 MILE E.  THE
 AY1789'STATION IS ON A SMALL RISE IN MESQUITE BRUSH ABOUT 250 METERS
 AY1789'(820 FEET) S 20 DEG W (MAGNETIC) FROM THE SW CORNER OF THE
 AY1789'COTTON FIELD OF MRS. STEINMEIER, AND 130 PACES AT RIGHT ANGLES
 AY1789'(E) FROM THE FENCE LINE LEADING FROM THE ABOVE-MENTIONED CORNER
 AY1789'SOUTHWARD TO GUADALUPE RIVER WHICH IS ABOUT 1/4 MILE DISTANT.
 AY1789'THE FENCE LINE MEETS THE LANE WHICH RUNS TO A SMALL BOAT
 AY1789'FERRY ACROSS THE RIVER.
 AY1789'
 AY1789'THE STATION IS MARKED BY A MILLIMETER HOLE IN THE CENTER OF
 AY1789'A BRONZE STATION MARK SET IN THE TOP OF A HARD LIMESTONE
 AY1789'BLOCK 23 INCHES SQUARE AND 16 INCHES HIGH, WEIGHING 700 POUNDS,
 AY1789'WHICH IS EMBEDDED IN A BLOCK OF CONCRETE 4 FEET SQUARE AND 4
 AY1789'FEET DEEP.  THE BRONZE MARK MENTIONED ABOVE IS NOT THE STANDARD
 AY1789'BRONZE TABLET, BUT IS SIMILAR IN DESIGN, THE TOP BEING 80
 AY1789'MILLIMETERS IN DIAMETER AND HAVING THE LETTERS U.S.C. AND G.S.
 AY1789'CAST ON IT.
 AY1789'
 AY1789'THE UNDERGROUND MARK IS A MILLIMETER HOLE IN THE CENTER OF A
 AY1789'COPPER BOLT SET IN A LIMESTONE BLOCK 6 INCHES SQUARE AND 1
 AY1789'FOOT LONG, EMBEDDED IN CONCRETE, WITH THE BOLT 4 FEET BELOW
 AY1789'THE SURFACE OF THE GROUND.  OVER THE UNDERGROUND MARK IS A
 AY1789'TERRA-COTTA PIPE 7 INCHES IN DIAMETER AND 25 INCHES LONG,
 AY1789'THE TOP BEING COVERED WITH TIN AND EMBEDDED IN THE UPPER MASS
 AY1789'OF CONCRETE.
 AY1789'
 AY1789'THE REFERENCE MARK IS AN IRON PIPE 2 INCHES IN DIAMETER AND 2
 AY1789'FEET LONG, SET FLANGE DOWN, FILLED WITH CONCRETE AND SET IN
 AY1789'A CONCRETE BLOCK 12 INCHES IN DIAMETER, (EXCEPT THERE IS NO
 AY1789'NAIL AT THE CENTER), IS 1 FOOT LOWER THAN THE STATION MARK,
 AY1789'AND 23.80 METERS (78.1 FEET) FROM STATION S 08 DEG 52 MIN W
 AY1789'MIN.  DISTANCES AND AZIMUTHS TO OTHER POINTS ARE AS FOLLOWS--NEW
 AY1789'BRAUNFELS, COURTHOUSE TOWER, 129 DEG 51 MIN 36 SEC.  N
 AY1789'GABLE OF PETER SCHELERS HOUSE, 3/8 MILE, 222 DEG 12 MIN 06
 AY1789'SEC.  S GABLE OF MRS. STEINMEIERS HOUSE, 1/4 MILE, 263
 AY1789'DEG 58 MIN 42 SEC.  W GABLE OF FRANKFORT SCHOOL, 1/2
 AY1789'MILE, 269 DEG 20 MIN 12 SEC.
 AY1789'
 AY1789'ELEVATION OF STATION, 189.09 METERS (620.4 FEET).
 AY1789
 AY1789                          STATION RECOVERY (1935)
 AY1789
 AY1789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1789'THIS STATION WAS FOUND AS DESCRIBED, AND IN FAIR CONDITION.
 AY1789'THE POST CONTAINING THE TABLET IS INCLINED BUT IS STILL RIGID.
 AY1789'IT IS MARKED BY A U.S. ARMY ENGINEERS DISK SET IN THE TOP OF A
 AY1789'CONCRETE POST ABOUT EIGHT INCHES SQUARE.  THE LAND THE STATION
 AY1789'IS ON IS NOW OWNED BY MR. ALBERT KRETZMEIER, AND IS FARMED
 AY1789'BY MARCELO MOYA, A MEXICAN.  THE STATION IS IN APPROXIMATELY
 AY1789'THE CENTER OF A CANE FIELD, ON THE HIGHEST POINT OF A LOW HILL
 AY1789'ABOUT 1/2 MILE DUE SW (MAGNETIC) OF MOYAS HOUSE.  STATION IS
 AY1789'ABOUT 27 YARDS NE OF THE FENCE RUNNING NW AND SE BORDERING
 AY1789'THE CANE FIELD, AND IS ABOUT 121 YARDS SE OF THE FENCE
 AY1789'BORDERING THE CANE FIELD ON THE NW RUNNING NE AND SW.
 AY1789'
 AY1789'THE REFERENCE MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 AY1789'MOYAS HOUSE IS REACHED FROM SEGUIN BY GOING NW ON THE SEGUIN-NEW
 AY1789'BRAUNFELS ROAD A DISTANCE OF 6.0 MILES FROM THE POINT WHERE
 AY1789'THIS ROAD CROSSES THE SOUTHERN PACIFIC RAILROAD AT CATTLE
 AY1789'GUARD 175D W OF SEGUIN.
 AY1789
 AY1789                          STATION RECOVERY (1937)
 AY1789
 AY1789'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1789'THIS STATION AS RECOVERED CONSISTED OF A BRASS PLATE SET IN A
 AY1789'8-INCH SQUARE CONCRETE POST WHICH EXTENDED ABOUT 8 INCHES ABOVE
 AY1789'GROUND.  PLATE WAS MARKED UNITED STATES ARMY, NO. 622, FORT
 AY1789'SAM HOUSTON, WEST BASE.  THIS POSITION CORRESPONDED TO OLD
 AY1789'POSITION AS REGARDS PLACEMENT BY OLD POSITION OF FRANKFORT
 AY1789'SCHOOL AND MRS. STEINMEIRS HOUSE.  ACCORDING TO OLD RESIDENTS
 AY1789'THE OLD MONUMENT WAS BADLY BATTERED AND WAS REPLACED BY
 AY1789'SOLDIERS ABOUT 20 YEARS AGO.  PRESENT STATION IN GOOD
 AY1789'CONDITION.  STATION IS IN CULTIVATED FIELD 75 FEET NE OF SE AND
 AY1789'NW FENCE AND 410 FEET SE OF A NE AND SW FENCE.
 AY1789'
 AY1789'TO REACH FROM FRANKFORT SCHOOL, GO SE 0.05 MILE AND TURN IN
 AY1789'PAST FARMHOUSE AND GO SW 0.55 MILE, THEN GO SE ACROSS FIELD
 AY1789'0.20 MILE TO FENCE, THENCE SW WITH FENCE 0.15 MILE.  STATION IS
 AY1789'THEN 420 FEET SE IN COTTON FIELD.
 AY1789
 AY1789                          STATION RECOVERY (1956)
 AY1789
 AY1789'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1789'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AND
 AY1789'PROJECTS 0.4 FT.  IT IS 75 FT. NE OF NW-SE FENCE, 325 FT.
 AY1789'SE OF NE-SW FENCE, 331 FT. SE OF FENCE CORNER.
 AY1789
 AY1789                          STATION RECOVERY (1999)
 AY1789
 AY1789'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1282 ***********************************************************************
 AJ1282  DESIGNATION -  SEJITA
 AJ1282  PID         -  AJ1282
 AJ1282  STATE/COUNTY-  TX/BROOKS
 AJ1282  USGS QUAD   -  RAMIREZ (1969)
 AJ1282
 AJ1282                         *CURRENT SURVEY CONTROL
 AJ1282  ___________________________________________________________________
 AJ1282* NAD 83(1993)-  27 15 48.95213(N)    098 25 20.48076(W)     ADJUSTED  
 AJ1282* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 AJ1282  ___________________________________________________________________
 AJ1282  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AJ1282  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AJ1282
 AJ1282  HORZ ORDER  -  THIRD
 AJ1282
 AJ1282.The horizontal coordinates were established by classical geodetic methods
 AJ1282.and adjusted by the National Geodetic Survey in February 1996..
 AJ1282
 AJ1282.The orthometric height was scaled from a topographic map.
 AJ1282
 AJ1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1282
 AJ1282.The geoid height was determined by GEOID03.
 AJ1282
 AJ1282;                    North         East     Units Scale Factor Converg.
 AJ1282;SPC TX S     - 5,176,929.423   307,687.790   MT  0.99990524   +0 02 06.9
 AJ1282;SPC TX S     -16,984,642.62  1,009,472.36   sFT  0.99990524   +0 02 06.9
 AJ1282;UTM  14      - 3,015,763.707   557,177.412   MT  0.99964036   +0 15 52.6
 AJ1282
 AJ1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1282!SPC TX S     -   0.99998781  x   0.99990524  =   0.99989305
 AJ1282!UTM  14      -   0.99998781  x   0.99964036  =   0.99962818
 AJ1282
 AJ1282:                Primary Azimuth Mark                     Grid Az
 AJ1282:SPC TX S     -  SEJITA AZ MK                             084 57 54.7
 AJ1282:UTM  14      -  SEJITA AZ MK                             084 44 09.0
 AJ1282
 AJ1282|---------------------------------------------------------------------|
 AJ1282| PID    Reference Object                     Distance      Geod. Az  |
 AJ1282|                                                           dddmmss.s |
 AJ1282| CV3437 SEJITA AZ MK                                       0850001.6 |
 AJ1282| CV3438 SEJITA RM 1                          21.130 METERS 18000     |
 AJ1282| CV3439 SEJITA RM 2                          22.458 METERS 31300     |
 AJ1282|---------------------------------------------------------------------|
 AJ1282
 AJ1282                          SUPERSEDED SURVEY CONTROL
 AJ1282
 AJ1282  NAD 83(1986)-  27 15 48.95813(N)    098 25 20.45371(W) AD(       ) 3
 AJ1282  NAD 27      -  27 15 47.81160(N)    098 25 19.41420(W) AD(       ) 3
 AJ1282
 AJ1282.Superseded values are not recommended for survey control.
 AJ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1282.See file dsdata.txt to determine how the superseded data were derived.
 AJ1282
 AJ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5717715764(NAD 83)
 AJ1282_MARKER: DS = TRIANGULATION STATION DISK
 AJ1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1282
 AJ1282  HISTORY     - Date     Condition        Report By
 AJ1282  HISTORY     - 1961     MONUMENTED       CGS
 AJ1282
 AJ1282                          STATION DESCRIPTION
 AJ1282
 AJ1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1282'THE STATION IS APPROXIMATELY 18.0 MILES WEST OF FALFURRIAS,
 AJ1282'16.0 MILES EAST OF HEBBRONVILLE, 175 FEET SOUTH OF THE CENTER
 AJ1282'LINE OF STATE HIGHWAY 285, ALONG THE EAST SIDE OF A SAND
 AJ1282'ROAD AND ON HIGHWAY RIGHT-OF-WAY.
 AJ1282'
 AJ1282'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 285
 AJ1282'AND STATE HIGHWAY 339 ABOUT 16.0 MILES WEST OF FALFURRIAS, GO
 AJ1282'WEST ON STATE HIGHWAY 285 FOR 1.8 MILES TO THE AZIMUTH MARK
 AJ1282'ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 285 FOR 0.4 MILE TO
 AJ1282'A SAND ROAD ON THE LEFT AND THE STATION 175 FEET SOUTH.
 AJ1282'
 AJ1282'STATION MARKS ARE STANDARD DISKS STAMPED SEJITA 1961.  THE
 AJ1282'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 3 INCHES BELOW
 AJ1282'THE SURFACE OF THE GROUND.  IT IS 61 FEET SOUTH OF THE CENTER
 AJ1282'OF AN ALUMINIUM GATE, 27 FEET EAST OF THE CENTER OF A SAND
 AJ1282'ROAD, 5 FEET SOUTHWEST OF A METAL WITNESS POST AND 3 FEET WEST
 AJ1282'OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 AJ1282'OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1282'
 AJ1282'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SEJITA NO 1 1961,
 AJ1282'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 AJ1282'THE GROUND.  IT IS 28 FEET EAST OF THE CENTER OF THE SAND
 AJ1282'ROAD AND 1 FOOT WEST OF THE FENCE.
 AJ1282'
 AJ1282'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SEJITA NO 2
 AJ1282'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AJ1282'IT IS 126 FEET SOUTH OF THE CENTER OF HIGHWAY 285, 28 FEET WEST
 AJ1282'OF THE CENTER OF THE SAND ROAD, 4 FEET SOUTH OF THE SOUTH
 AJ1282'END OF AN ALUMINIUM GATE AND 1 FOOT EAST OF A FENCE.
 AJ1282'
 AJ1282'AZIMUTH MARK IS A STANDARD DISK STAMPED SEJITA 1961, SET
 AJ1282'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 AJ1282'51 FEET NORTH OF THE CENTER LINE OF HIGHWAY 285, 2.3 FEET
 AJ1282'WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 AJ1282'
 AJ1282'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1444 ***********************************************************************
 DM1444  DESIGNATION -  SELFS
 DM1444  PID         -  DM1444
 DM1444  STATE/COUNTY-  TX/FANNIN
 DM1444  USGS QUAD   -  SELFS (1984)
 DM1444
 DM1444                         *CURRENT SURVEY CONTROL
 DM1444  ___________________________________________________________________
 DM1444* NAD 83(1993)-  33 41 33.68882(N)    095 54 47.70125(W)     ADJUSTED  
 DM1444* NAVD 88     -       189.33   (+/-2cm)     621.2    (feet)  VERTCON   
 DM1444  ___________________________________________________________________
 DM1444  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DM1444  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM1444
 DM1444  HORZ ORDER  -  FIRST
 DM1444  VERT ORDER  -  THIRD ? (See Below)
 DM1444
 DM1444.The horizontal coordinates were established by classical geodetic methods
 DM1444.and adjusted by the National Geodetic Survey in February 1996..
 DM1444
 DM1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1444.The vertical order pertains to the NGVD 29 superseded value.
 DM1444
 DM1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1444
 DM1444.The geoid height was determined by GEOID03.
 DM1444
 DM1444;                    North         East     Units Scale Factor Converg.
 DM1444;SPC TXNC     - 2,227,623.813   839,793.634   MT  0.99993507   +1 24 38.9
 DM1444;SPC TXNC     - 7,308,462.46  2,755,222.95   sFT  0.99993507   +1 24 38.9
 DM1444;UTM  15      - 3,731,893.454   229,957.629   MT  1.00049910   -1 37 01.5
 DM1444
 DM1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1444!SPC TXNC     -   0.99997449  x   0.99993507  =   0.99990956
 DM1444!UTM  15      -   0.99997449  x   1.00049910  =   1.00047358
 DM1444
 DM1444|---------------------------------------------------------------------|
 DM1444| PID    Reference Object                     Distance      Geod. Az  |
 DM1444|                                                           dddmmss.s |
 DM1444| CY2250 SELFS RM 1                           67.189 METERS 13722     |
 DM1444| DM1443 HONEY GROVE MUNICIPAL TANK          APPROX.11.2 KM 1755209.2 |
 DM1444| CY2249 SELFS AZ MK                                        1800707.5 |
 DM1444| CY2251 SELFS RM 2                           45.443 METERS 22740     |
 DM1444|---------------------------------------------------------------------|
 DM1444
 DM1444                          SUPERSEDED SURVEY CONTROL
 DM1444
 DM1444  NAD 83(1993)-  33 41 33.68960(N)    095 54 47.70041(W) AD(       ) 1
 DM1444  NAD 83(1986)-  33 41 33.69506(N)    095 54 47.69151(W) AD(       ) 1
 DM1444  NAD 27      -  33 41 33.33400(N)    095 54 46.80100(W) AD(       ) 1
 DM1444  NGVD 29 (07/19/86)  189.31   (m)          621.1    (f) LEVELING    3  
 DM1444
 DM1444.Superseded values are not recommended for survey control.
 DM1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1444.See file dsdata.txt to determine how the superseded data were derived.
 DM1444
 DM1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT2995831893(NAD 83)
 DM1444_MARKER: DS = TRIANGULATION STATION DISK
 DM1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1444+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2003
 DM1444
 DM1444  HISTORY     - Date     Condition        Report By
 DM1444  HISTORY     - 1935     MONUMENTED       CGS
 DM1444  HISTORY     - 1955     GOOD             CGS
 DM1444  HISTORY     - 1957     GOOD             CGS
 DM1444  HISTORY     - 1964     GOOD             CGS
 DM1444  HISTORY     - 19940402 MARK NOT FOUND   USPSQD
 DM1444  HISTORY     - 20030126 GOOD             INDIV
 DM1444
 DM1444                          STATION DESCRIPTION
 DM1444
 DM1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1444'STATION IS ABOUT 20 MILES WNW OF PARIS, ABOUT 8 MILES N OF HONEY
 DM1444'GROVE, IN THE VILLAGE OF SELFS, ON GROUNDS OF SELFS SCHOOL
 DM1444'NO. 29, 220 FEET NW OF THE NW CORNER OF THE SCHOOLHOUSE, 11
 DM1444'FEET S OF THE WIRE FENCE THAT BORDERS THE SCHOOL GROUNDS
 DM1444'ON THE N, 30 FEET W OF BOYS LAVATORY, 108 FEET E OF THE BARN
 DM1444'THAT STANDS AT THE NW CORNER OF THE SCHOOL GROUNDS.  THE
 DM1444'MARK IS FLUSH WITH THE SURFACE.
 DM1444'
 DM1444'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1444'BRONZE DISKS SET IN CONCRETE.
 DM1444'
 DM1444'REFERENCE MARK NO. 1 IS SE OF THE STATION, AT NW CORNER
 DM1444'OF THE SCHOOLHOUSE.  IT IS FLUSH WITH THE SURFACE.
 DM1444'
 DM1444'REFERENCE MARK NO. 2 IS SW OF THE STATION, AT W SIDE OF THE SCHOOL
 DM1444'GROUNDS, 1 FOOT E OF THE W FENCE, 94 FEET S OF THE SE CORNER
 DM1444'OF THE BARN THAT STANDS AT THE NW CORNER OF THE GROUNDS,
 DM1444'35 FEET N OF THE N GATE POST, 266.88 FEET WNW OF REFERENCE
 DM1444'MARK NO. 1.  IT PROJECTS 2 INCHES.
 DM1444'
 DM1444'AZIMUTH MARK IS S OF THE STATION, 45 FEET W OF THE CENTER
 DM1444'LINE OF ROAD, 2 FEET N OF A TELEPHONE POLE, AT THE NE CORNER OF
 DM1444'MR. J. NEWBERRYS FRONT YARD.  IT PROJECTS 3 INCHES.
 DM1444'
 DM1444'TO REACH FROM THE NW CORNER OF THE PUBLIC SQUARE ON WHICH
 DM1444'THE POST OFFICE IS LOCATED IN HONEY GROVE, GO N ON DIRT
 DM1444'STREET AND THEN CONTINUE N ON MAIN-TRAVELED DIRT ROAD 7.9 MILES
 DM1444'TO THE VILLAGE OF SELFS AND A T-ROAD THAT LEADS E TO THE SELFS
 DM1444'SCHOOLHOUSE.  THENCE E 0.1 MILE TO THE SCHOOLHOUSE.  THENCE NW
 DM1444'220 FEET ACROSS THE GROUNDS TO THE STATION.
 DM1444'
 DM1444'ALL LIGHTS COME INTO VIEW AT 20 FEET.
 DM1444'
 DM1444'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 DM1444
 DM1444                          STATION RECOVERY (1955)
 DM1444
 DM1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DM1444'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DM1444'FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1444'
 DM1444'THE STATION IS LOCATED IN THE VILLAGE OF SELFS AND ON THE GROUNDS
 DM1444'OF SELFS SCHOOL NO. 29, ABOUT 220 FEET NORTHWEST OF THE NORTHWEST
 DM1444'CORNER OF THE SCHOOLHOUSE, 9 FEET SOUTH OF THE EAST-WEST
 DM1444'FENCELINE AND 1 FOOT WEST OF THE SOUTHWEST CORNER OF THE BOYS
 DM1444'LAVATORY.
 DM1444'
 DM1444'TO REACH, FROM THE NORTHWEST CORNER OF THE SQUARE IN HONEY GROVE,
 DM1444'GO NORTH, ON STATE ROUTE 100, FOR 7.0 MILES TO THE AZIMUTH MARK.
 DM1444'CONTINUE NORTH, ON STATE ROUTE 100, FOR 0.8 MILE TO SIDE ROAD
 DM1444'RIGHT.  TURN RIGHT, AND GO EAST 0.1 MILE TO THE SELFS SCHOOL
 DM1444'AND THE STATION.
 DM1444'
 DM1444'THE STATION MARK IS A STANDARD DISK, STAMPED SELFS 1935, SET
 DM1444'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DM1444'ABOUT 1 INCH.
 DM1444'
 DM1444'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SELFS NO
 DM1444'1 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 DM1444'PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION AS
 DM1444'THE STATION.  IT IS LOCATED 4 INCHES NORTH OF THE NORTHWEST
 DM1444'CORNER OF THE SCHOOLHOUSE.
 DM1444'
 DM1444'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED SELFS
 DM1444'NO 2 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DM1444'MONUMENT WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME
 DM1444'ELEVATION AS THE STATION.  IT IS LOCATED 8 INCHES EAST OF THE
 DM1444'NORTH-SOUTH FENCELINE.
 DM1444'
 DM1444'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SELFS 1935,
 DM1444'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 DM1444'PROJECTS ABOUT 6 INCHES.  IT IS LOCATED ALONG THE WEST SIDE
 DM1444'OF STATE ROUTE 100 AND IN A CULTIVATED FIELD, ABOUT 50 FEET
 DM1444'NORTHEAST OF THE NORTHEAST OF A HOUSE AND 43 FEET WEST OF THE
 DM1444'CENTERLINE OF THE HIGHWAY.
 DM1444'
 DM1444'DIRECTION TO R.M.S. COULD NOT BE CHECKED AS STATIONS NOT
 DM1444'VISABLE FROM THE GROUND AT SELFS 1935.
 DM1444
 DM1444                          STATION RECOVERY (1957)
 DM1444
 DM1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1444'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1444'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1444'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1444
 DM1444                          STATION RECOVERY (1964)
 DM1444
 DM1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RMB)
 DM1444'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  R.M.
 DM1444'1 WAS NOT FOUND, PROBABLY DESTROYED BY RECONSTRUCTION OF
 DM1444'SCHOOL.  THE SCHOOL BUILDING HAS BEEN RECENTLY REBUILT.
 DM1444
 DM1444                          STATION RECOVERY (1994)
 DM1444
 DM1444'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1444'MARK NOT FOUND.
 DM1444
 DM1444                          STATION RECOVERY (2003)
 DM1444
 DM1444'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SIM)
 DM1444'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH LISTED GPS COORDINATES.
 DM1444'SCHOOL NO LONGER THERE AND THE TRIANGULATION DISK IS NOW ON FENCED
 DM1444'PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1803 ***********************************************************************
 AY1803  DESIGNATION -  SELMA PERPETUAL HELP CATH CH
 AY1803  PID         -  AY1803
 AY1803  STATE/COUNTY-  TX/BEXAR
 AY1803  USGS QUAD   -  SCHERTZ (1992)
 AY1803
 AY1803                         *CURRENT SURVEY CONTROL
 AY1803  ___________________________________________________________________
 AY1803* NAD 83(1993)-  29 35 06.32684(N)    098 18 24.04834(W)     ADJUSTED  
 AY1803* NAVD 88     -                                                        
 AY1803  ___________________________________________________________________
 AY1803  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 AY1803  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY1803
 AY1803  HORZ ORDER  -  THIRD
 AY1803
 AY1803.The horizontal coordinates were established by classical geodetic methods
 AY1803.and adjusted by the National Geodetic Survey in February 1996..
 AY1803
 AY1803
 AY1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1803
 AY1803.The geoid height was determined by GEOID03.
 AY1803
 AY1803;                    North         East     Units Scale Factor Converg.
 AY1803;SPC TXSC     - 4,194,340.581   667,163.439   MT  0.99987274   +0 20 22.8
 AY1803;SPC TXSC     -13,760,932.39  2,188,852.05   sFT  0.99987274   +0 20 22.8
 AY1803;UTM  14      - 3,273,012.079   567,146.358   MT  0.99965563   +0 20 32.3
 AY1803
 AY1803                          SUPERSEDED SURVEY CONTROL
 AY1803
 AY1803  NAD 83(1986)-  29 35 06.33231(N)    098 18 24.03064(W) AD(       ) 4
 AY1803  NAD 27      -  29 35 05.51000(N)    098 18 22.98400(W) AD(       ) 3
 AY1803
 AY1803.Superseded values are not recommended for survey control.
 AY1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1803.See file dsdata.txt to determine how the superseded data were derived.
 AY1803
 AY1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6714673012(NAD 83)
 AY1803_MARKER: 86 = CUPOLA
 AY1803
 AY1803  HISTORY     - Date     Condition        Report By
 AY1803  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1803  HISTORY     - 1956     GOOD             CGS
 AY1803  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1803
 AY1803                          STATION DESCRIPTION
 AY1803
 AY1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1803'THE STATUE ON TOP OF THE CUPOLA OF THE CHURCH, LOCATED ON
 AY1803'EVANS ROAD, 1 BLOCK NORTH OF U.S. HIGHWAY 87 IN THE VILLAGE
 AY1803'OF SELMA.  IT WAS ERECTED IN 1912 AND IS PAINTED SILVER.
 AY1803
 AY1803                          STATION RECOVERY (1956)
 AY1803
 AY1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (BC)
 AY1803'PRESENT DESCRIPTION IS GOOD EXCEPT FOR HIGHWAY.  HIGHWAY
 AY1803'IS NOW NO. 81.  CHURCH STILL STANDS UNCHANGED.
 AY1803
 AY1803                          STATION RECOVERY (1990)
 AY1803
 AY1803'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1801 ***********************************************************************
 AY1801  DESIGNATION -  SELMA RADIO STATION WOAI MAST
 AY1801  PID         -  AY1801
 AY1801  STATE/COUNTY-  TX/BEXAR
 AY1801  USGS QUAD   -  SCHERTZ (1992)
 AY1801
 AY1801                         *CURRENT SURVEY CONTROL
 AY1801  ___________________________________________________________________
 AY1801* NAD 83(1993)-  29 34 41.12453(N)    098 18 54.85395(W)     ADJUSTED  
 AY1801* NAVD 88     -                                                        
 AY1801  ___________________________________________________________________
 AY1801  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AY1801  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY1801
 AY1801  HORZ ORDER  -  THIRD
 AY1801
 AY1801.The horizontal coordinates were established by classical geodetic methods
 AY1801.and adjusted by the National Geodetic Survey in February 1996..
 AY1801
 AY1801
 AY1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1801
 AY1801.The geoid height was determined by GEOID03.
 AY1801
 AY1801;                    North         East     Units Scale Factor Converg.
 AY1801;SPC TXSC     - 4,193,559.821   666,339.045   MT  0.99987222   +0 20 07.7
 AY1801;SPC TXSC     -13,758,370.85  2,186,147.35   sFT  0.99987222   +0 20 07.7
 AY1801;UTM  14      - 3,272,231.451   566,322.178   MT  0.99965427   +0 20 16.9
 AY1801
 AY1801                          SUPERSEDED SURVEY CONTROL
 AY1801
 AY1801  NAD 83(1986)-  29 34 41.13005(N)    098 18 54.83619(W) AD(       ) 4
 AY1801  NAD 27      -  29 34 40.30600(N)    098 18 53.79600(W) AD(       ) 3
 AY1801
 AY1801.Superseded values are not recommended for survey control.
 AY1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1801.See file dsdata.txt to determine how the superseded data were derived.
 AY1801
 AY1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6632272231(NAD 83)
 AY1801_MARKER: 42 = RADIO/TV MAST
 AY1801
 AY1801  HISTORY     - Date     Condition        Report By
 AY1801  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1801  HISTORY     - 1956     GOOD             CGS
 AY1801  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1801
 AY1801                          STATION DESCRIPTION
 AY1801
 AY1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1801'THE LIGHT ON TOP OF THE MAST, LOCATED ON THE SOUTH SIDE
 AY1801'OF U.S. HIGHWAY 87 IN THE VILLAGE OF SELMA.  IT IS 436 FEET
 AY1801'HIGH, PAINTED ORANGE AND WHITE AND IS OWNED BY THE SOUTHLAND
 AY1801'INDUSTRIES INCORPORATED.
 AY1801
 AY1801                          STATION RECOVERY (1956)
 AY1801
 AY1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (BC)
 AY1801'LIGHT ON TOP OF THE MAST LOCATED ON SOUTH SIDE OF U.S. HWY.
 AY1801'81, IN THE VILLAGE OF SELMA.  IT IS STILL PAINTED ORANGE AND
 AY1801'WHITE.  HIGHWAY 81 IS NOW A 4-LANE DIVIDED HIGHWAY, BUT
 AY1801'WAS WIDENED FROM THE NORTH SIDE AND DID NOT INTERFERE WITH
 AY1801'WOAI TRANSMITTER.  PRESENT DESCRIPTION DESCRIBED THE TOWER
 AY1801'ON HWY 87.
 AY1801'
 AY1801'THE MAST WAS STRUCK BY AIRCRAFT AND DESTROYED.  A NEW MAST
 AY1801'WAS PLACED ON THE SAME SPOT, AND PAINTED WHITE AND ORANGE.
 AY1801
 AY1801                          STATION RECOVERY (1990)
 AY1801
 AY1801'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0374 ***********************************************************************
 CR0374  DESIGNATION -  SELMAN AZ
 CR0374  PID         -  CR0374
 CR0374  STATE/COUNTY-  TX/CHEROKEE
 CR0374  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0374
 CR0374                         *CURRENT SURVEY CONTROL
 CR0374  ___________________________________________________________________
 CR0374* NAD 83(1986)-  32 03 46.     (N)    095 17 00.     (W)     SCALED    
 CR0374* NAVD 88     -       210.325  (meters)     690.04   (feet)  ADJUSTED  
 CR0374  ___________________________________________________________________
 CR0374  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0374  DYNAMIC HT  -         210.073 (meters)     689.21  (feet)  COMP
 CR0374  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 CR0374
 CR0374  VERT ORDER  -  FIRST     CLASS II
 CR0374
 CR0374.The horizontal coordinates were scaled from a topographic map and have
 CR0374.an estimated accuracy of +/- 6 seconds.
 CR0374
 CR0374.The orthometric height was determined by differential leveling
 CR0374.and adjusted by the National Geodetic Survey in June 1991..
 CR0374
 CR0374.The geoid height was determined by GEOID03.
 CR0374
 CR0374.The dynamic height is computed by dividing the NAVD 88
 CR0374.geopotential number by the normal gravity value computed on the
 CR0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0374.degrees latitude (g = 980.6199 gals.).
 CR0374
 CR0374.The modeled gravity was interpolated from observed gravity values.
 CR0374
 CR0374;                    North         East    Units  Estimated Accuracy
 CR0374;SPC TX C     - 3,276,460.    1,176,730.      MT  (+/- 180 meters Scaled)
 CR0374
 CR0374                          SUPERSEDED SURVEY CONTROL
 CR0374
 CR0374  NGVD 29 (??/??/92)  210.340  (m)          690.09   (f) ADJ UNCH    1 2
 CR0374
 CR0374.Superseded values are not recommended for survey control.
 CR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0374.See file dsdata.txt to determine how the superseded data were derived.
 CR0374
 CR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR844496(NAD 83)
 CR0374_MARKER: DZ = AZIMUTH MARK DISK
 CR0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0374_STAMPING: SELMAN 1958
 CR0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0374+STABILITY: SURFACE MOTION
 CR0374
 CR0374  HISTORY     - Date     Condition        Report By
 CR0374  HISTORY     - 1958     MONUMENTED       CGS
 CR0374  HISTORY     - 1959     GOOD             NGS
 CR0374  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0374  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0374
 CR0374                          STATION DESCRIPTION
 CR0374
 CR0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0374'5.9 MI S FROM BULLARD.
 CR0374'ABOUT 5.9 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0374'THE POST OFFICE AT BULLARD, ABOUT 0.2 MILE SOUTH OF MILEPOST 569, 460
 CR0374'FEET EAST OF THE EAST RAIL, 374 FEET EAST OF THE CENTER LINE OF U. S.
 CR0374'HIGHWAY 69, 18 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 10 1/2
 CR0374'FEET WEST OF THE 3RD POWER POLE EAST OF THE HIGHWAY, 1 FOOT NORTH OF A
 CR0374'FENCE, 1.5 FEET WEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CR0374'DIRT ROAD, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CR0374
 CR0374                          STATION RECOVERY (1996)
 CR0374
 CR0374'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0374'MARK NOT FOUND.
 CR0374
 CR0374                          STATION RECOVERY (2004)
 CR0374
 CR0374'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2924 ***********************************************************************
 CS2924  DESIGNATION -  SELMAN RESET
 CS2924  PID         -  CS2924
 CS2924  STATE/COUNTY-  TX/TARRANT
 CS2924  USGS QUAD   -  MANSFIELD (1981)
 CS2924
 CS2924                         *CURRENT SURVEY CONTROL
 CS2924  ___________________________________________________________________
 CS2924* NAD 83(1993)-  32 34 09.88176(N)    097 14 30.64879(W)     ADJUSTED  
 CS2924* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 CS2924  ___________________________________________________________________
 CS2924  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CS2924  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CS2924
 CS2924  HORZ ORDER  -  SECOND
 CS2924
 CS2924.The horizontal coordinates were established by classical geodetic methods
 CS2924.and adjusted by the National Geodetic Survey in February 1996..
 CS2924
 CS2924.The orthometric height was scaled from a topographic map.
 CS2924
 CS2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2924
 CS2924.The geoid height was determined by GEOID03.
 CS2924
 CS2924;                    North         East     Units Scale Factor Converg.
 CS2924;SPC TXNC     - 2,100,813.231   718,132.532   MT  0.99990780   +0 41 10.3
 CS2924;SPC TXNC     - 6,892,418.08  2,356,073.15   sFT  0.99990780   +0 41 10.3
 CS2924;UTM  14      - 3,604,916.929   665,043.438   MT  0.99993590   +0 56 48.0
 CS2924
 CS2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2924!SPC TXNC     -   0.99996710  x   0.99990780  =   0.99987490
 CS2924!UTM  14      -   0.99996710  x   0.99993590  =   0.99990300
 CS2924
 CS2924:                Primary Azimuth Mark                     Grid Az
 CS2924:SPC TXNC     -  SELMAN AZ MK                             002 36 54.5
 CS2924:UTM  14      -  SELMAN AZ MK                             002 21 16.8
 CS2924
 CS2924|---------------------------------------------------------------------|
 CS2924| PID    Reference Object                     Distance      Geod. Az  |
 CS2924|                                                           dddmmss.s |
 CS2924| CY2252 SELMAN AZ MK                                       0031804.8 |
 CS2924| CY2253 SELMAN AZ MK 2                                     0114100.0 |
 CS2924| CY2256 SELMAN RM 3                          19.976 METERS 02139     |
 CS2924| CY2254 SELMAN RM 1                          32.098 METERS 05413     |
 CS2924| CY2255 SELMAN RM 2                          38.828 METERS 13949     |
 CS2924| CY2257 SELMAN RM 4                          25.659 METERS 16436     |
 CS2924| CS2971 BURLESON MUNICIPAL TANK             APPROX. 8.1 KM 2484131.4 |
 CS2924| CS2948 FOREST HILL USPH SERV HOSP STK      APPROX.13.2 KM 3404303.1 |
 CS2924|---------------------------------------------------------------------|
 CS2924
 CS2924                          SUPERSEDED SURVEY CONTROL
 CS2924
 CS2924  NAD 83(1986)-  32 34 09.88629(N)    097 14 30.63036(W) AD(       ) 2
 CS2924  NAD 27      -  32 34 09.39700(N)    097 14 29.58300(W) AD(       ) 2
 CS2924
 CS2924.Superseded values are not recommended for survey control.
 CS2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2924.See file dsdata.txt to determine how the superseded data were derived.
 CS2924
 CS2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6504304917(NAD 83)
 CS2924_MARKER: DS = TRIANGULATION STATION DISK
 CS2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2924
 CS2924  HISTORY     - Date     Condition        Report By
 CS2924  HISTORY     - 1966     MONUMENTED       CGS
 CS2924
 CS2924                          STATION DESCRIPTION
 CS2924
 CS2924'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2924'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 CS2924'MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND TO BE
 CS2924'DESTROYED.  THE STATION MARK WAS PROJECTING ABOUT 1 FOOT
 CS2924'IN A LAWN AND THE LAND OWNER REQUESTED THE MARK TO BE LOWERED.
 CS2924'THE UNDER GROUND STATION MARK WAS HELD INTACT AND THE SURFACE
 CS2924'MARK SET FLUSH WITH THE SURFACE OF GROUND DIRECTLY ABOVE
 CS2924'THE SUB-MARK.  TWO NEW REFERENCE MARKS AND A NEW AZIMUTH
 CS2924'MARK WERE SET.  A COMPLETE DESCRIPTION FOLLOWS--THE STATION
 CS2924'IS ABOUT 15 MILES SOUTHEAST OF FORT WORTH, 5 MILES EAST
 CS2924'OF BURLESON, AND 1/2 MILE SOUTH OF THE VILLAGE OF RENDON,
 CS2924'AND ON LAND OWNED BY MR. ELMER SELMAN.
 CS2924'
 CS2924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 CS2924'AND WICHITA STREET IN THE SOUTHEAST PART OF FORT WORTH, GO
 CS2924'SOUTH ON WICHITA STREET 1.0 MILE TO GRADY STREET, TURN LEFT,
 CS2924'EAST, GO 0.4 MILE TO FORREST HILL DRIVE.  TURN RIGHT, GO
 CS2924'SOUTHERLY ON FORREST HILL DRIVE 6.8 MILES TO F.M. HIGHWAY 1187.
 CS2924'(TURN LEFT, GO 0.1 MILE TO AZIMUTH MARK ON THE RIGHT.) KEEP
 CS2924'STRAIGHT AHEAD, SOUTH, ON A BLACK TOP ROAD FOR 0.8 MILE TO
 CS2924'STATION ON THE RIGHT.
 CS2924'
 CS2924'THE SURFACE STATION MARK, A STANDARD DISK, STAMPED SELMAN 1947
 CS2924'1966, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 CS2924'SURFACE OF GROUND.  IT IS 87 FEET EAST OF THE SOUTHEAST
 CS2924'CORNER OF A HOUSE.  43 FEET NORTH OF THE DRIVEWAY, 60 FEET
 CS2924'WEST OF THE CENTER LINE OF ROAD, AND 23 FEET WEST OF A METAL
 CS2924'WITNESS POST.  THE UNDERGROUND MARK, A STANDARD DISK, STAMPED
 CS2924'SELMAN 1947 IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 CS2924'BELOW THE SURFACE OF GROUND.
 CS2924'
 CS2924'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED SELMAN 1947
 CS2924'NO. 3 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS2924'PROJECTS 3 INCHES.  IT IS 36 FEET WEST OF THE CENTER LINE
 CS2924'OF ROAD, 61 FEET NORTH OF THE METAL WITNESS POST, AND 1 FOOT
 CS2924'SOUTHEAST OF A T-FENCE CORNER.
 CS2924'
 CS2924'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED SELMAN 1947
 CS2924'NO. 4 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2924'4 INCHES.  IT IS 36 FEET WEST OF THE CENTER LINE OF ROAD,
 CS2924'32 FEET SOUTH OF THE DRIVEWAY, AND 68 FEET NORTH OF THE CENTER
 CS2924'LINE OF A ROAD LEADING WEST.
 CS2924'
 CS2924'AZIMUTH MARK, A STANDARD DISK, STAMPED SELMAN 1947 AZ 2 1966,
 CS2924'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6
 CS2924'INCHES.  IT IS 49 FEET SOUTHWEST OF THE CENTER LINE OF F.M.
 CS2924'HIGHWAY 1187, 369 FEET WEST OF A CONCRETE CULVERT AND 1 FOOT
 CS2924'SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8973 ***********************************************************************
 AA8973  DESIGNATION -  SELMAN RESET
 AA8973  PID         -  AA8973
 AA8973  STATE/COUNTY-  TX/CHEROKEE
 AA8973  USGS QUAD   -  MOUNT SELMAN (1973)
 AA8973
 AA8973                         *CURRENT SURVEY CONTROL
 AA8973  ___________________________________________________________________
 AA8973* NAD 83(1986)-  32 04 03.46355(N)    095 17 00.53587(W)     ADJUSTED  
 AA8973* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 AA8973  ___________________________________________________________________
 AA8973  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AA8973  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA8973
 AA8973  HORZ ORDER  -  SECOND
 AA8973
 AA8973.The horizontal coordinates were established by classical geodetic methods
 AA8973.and adjusted by the National Geodetic Survey in July 1986..
 AA8973
 AA8973.The orthometric height was scaled from a topographic map.
 AA8973
 AA8973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8973
 AA8973.The geoid height was determined by GEOID03.
 AA8973
 AA8973;                    North         East     Units Scale Factor Converg.
 AA8973;SPC TX C     - 3,276,998.300 1,176,688.044   MT  1.00005471   +2 36 03.5
 AA8973;SPC TX C     -10,751,285.26  3,860,517.36   sFT  1.00005471   +2 36 03.5
 AA8973;UTM  15      - 3,550,213.111   284,446.284   MT  1.00017304   -1 12 46.1
 AA8973
 AA8973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8973!SPC TX C     -   0.99997070  x   1.00005471  =   1.00002540
 AA8973!UTM  15      -   0.99997070  x   1.00017304  =   1.00014373
 AA8973
 AA8973:                Primary Azimuth Mark                     Grid Az
 AA8973:SPC TX C     -  THOMPSON                                 358 28 08.3
 AA8973:UTM  15      -  THOMPSON                                 002 16 57.9
 AA8973
 AA8973|---------------------------------------------------------------------|
 AA8973| PID    Reference Object                     Distance      Geod. Az  |
 AA8973|                                                           dddmmss.s |
 AA8973| CR1275 THOMPSON                            APPROX.16.5 KM 0010411.8 |
 AA8973| CR1277 SINCLAIR OIL RAD KKJ 364 MAST       APPROX. 7.0 KM 1720722.1 |
 AA8973| CR1278 LOVE LOOKOUT TOWER                  APPROX. 4.2 KM 1761503.2 |
 AA8973| CR0375 SELMAN RM 1                          34.049 METERS 17626     |
 AA8973| CR0374 SELMAN AZ                                          1790403.6 |
 AA8973| BY2731 JACKSONVILLE TV SERV INC MAST       APPROX. 9.0 KM 1915707.4 |
 AA8973| CR1276 MOUNT SELMAN DOW CHEM RAD MAST      APPROX. 1.2 KM 1950259.1 |
 AA8973| CR0377 SELMAN RM 2                          31.916 METERS 28009     |
 AA8973|---------------------------------------------------------------------|
 AA8973
 AA8973                          SUPERSEDED SURVEY CONTROL
 AA8973
 AA8973.No superseded survey control is available for this station.
 AA8973
 AA8973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8444650213(NAD 83)
 AA8973_MARKER: DS = TRIANGULATION STATION DISK
 AA8973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA8973_STAMPING: SELMAN 1958 1975
 AA8973_PROJECTION: RECESSED 10 CENTIMETERS
 AA8973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8973+STABILITY: SURFACE MOTION
 AA8973
 AA8973  HISTORY     - Date     Condition        Report By
 AA8973  HISTORY     - 1975     MONUMENTED       NGS
 AA8973  HISTORY     - 20040605 GOOD             USPSQD
 AA8973  HISTORY     - 20040605 GOOD             USPSQD
 AA8973
 AA8973                          STATION DESCRIPTION
 AA8973
 AA8973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AA8973'THE STATION SUB-SURFACE MARK AND REFERENCE MARKS 1 AND 2
 AA8973'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 AA8973'SURFACE MARK AND THE AZIMUTH MARK WERE FOUND TO HAVE BEEN
 AA8973'DESTROYED.
 AA8973'
 AA8973'A NEW STATION SURFACE MARK WAS SET AT THIS TIME.  NO AZIMUTH
 AA8973'MARK WAS ESTABLISHED AT THIS TIME, AS POLARIS OBSERVATION
 AA8973'WILL BE REQUIRED FOR A NEW AZIMUTH MARK.
 AA8973'
 AA8973'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE CHECKED.
 AA8973'
 AA8973'THE 1958 DESCRIPTION OF THE STATION IS ADEQUATE.
 AA8973'
 AA8973'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A
 AA8973'ROUND CONCRETE POST, THAT IS ABOUT 4-INCHES BELOW THE SURFACE
 AA8973'OF THE GROUND AND IS STAMPED SELMAN 1958 1975.  IT IS 57
 AA8973'FEET NORTH OF THE CENTER OF DIRT ROAD, 32 FEET EAST OF THE
 AA8973'CENTER OF DIRT ROAD, 57 FEET WEST OF THE CENTER OF DIRT
 AA8973'ROAD, 84 FEET EAST-NORTHEAST OF THE CONCRETE CURB OF WELL
 AA8973'AND 1.6 FEET EAST OF A METAL WITNESS POST.
 AA8973'
 AA8973'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MT. SELMAN
 AA8973
 AA8973                          STATION RECOVERY (2004)
 AA8973
 AA8973'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 AA8973'RECOVERED IN GOOD CONDITION.
 AA8973
 AA8973                          STATION RECOVERY (2004)
 AA8973
 AA8973'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA8973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0375 ***********************************************************************
 CR0375  DESIGNATION -  SELMAN RM 1
 CR0375  PID         -  CR0375
 CR0375  STATE/COUNTY-  TX/CHEROKEE
 CR0375  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0375
 CR0375                         *CURRENT SURVEY CONTROL
 CR0375  ___________________________________________________________________
 CR0375* NAD 83(1986)-  32 04 03.     (N)    095 17 00.     (W)     SCALED    
 CR0375* NAVD 88     -       213.672  (meters)     701.02   (feet)  ADJUSTED  
 CR0375  ___________________________________________________________________
 CR0375  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0375  DYNAMIC HT  -         213.416 (meters)     700.18  (feet)  COMP
 CR0375  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 CR0375
 CR0375  VERT ORDER  -  FIRST     CLASS II
 CR0375
 CR0375.The horizontal coordinates were scaled from a topographic map and have
 CR0375.an estimated accuracy of +/- 6 seconds.
 CR0375
 CR0375.The orthometric height was determined by differential leveling
 CR0375.and adjusted by the National Geodetic Survey in June 1991..
 CR0375
 CR0375.The geoid height was determined by GEOID03.
 CR0375
 CR0375.The dynamic height is computed by dividing the NAVD 88
 CR0375.geopotential number by the normal gravity value computed on the
 CR0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0375.degrees latitude (g = 980.6199 gals.).
 CR0375
 CR0375.The modeled gravity was interpolated from observed gravity values.
 CR0375
 CR0375;                    North         East    Units  Estimated Accuracy
 CR0375;SPC TX C     - 3,276,990.    1,176,700.      MT  (+/- 180 meters Scaled)
 CR0375
 CR0375                          SUPERSEDED SURVEY CONTROL
 CR0375
 CR0375  NGVD 29 (??/??/92)  213.686  (m)          701.07   (f) ADJ UNCH    1 2
 CR0375
 CR0375.Superseded values are not recommended for survey control.
 CR0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0375.See file dsdata.txt to determine how the superseded data were derived.
 CR0375
 CR0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR844501(NAD 83)
 CR0375_MARKER: DR = REFERENCE MARK DISK
 CR0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0375_STAMPING: SELMAN NO 1 1958
 CR0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0375+STABILITY: SURFACE MOTION
 CR0375
 CR0375  HISTORY     - Date     Condition        Report By
 CR0375  HISTORY     - 1958     MONUMENTED       CGS
 CR0375  HISTORY     - 1959     GOOD             NGS
 CR0375  HISTORY     - 19910520 GOOD             USPSQD
 CR0375  HISTORY     - 19960420 GOOD             USPSQD
 CR0375  HISTORY     - 20040605 GOOD             USPSQD
 CR0375
 CR0375                          STATION DESCRIPTION
 CR0375
 CR0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0375'5.55 MI S FROM BULLARD.
 CR0375'ABOUT 5.55 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0375'THE POST OFFICE AT BULLARD, 204 FEET EAST OF THE CENTER LINE OF U. S.
 CR0375'HIGHWAY 69, 111.7 FEET SOUTH OF TRIANGULATION STATION SELMAN 1958, 44
 CR0375'FEET EAST OF A BRACED POWER POLE SUPPORTING A TRANSFORMER, 35 FEET
 CR0375'SOUTHEAST OF A 20-INCH HICKORY TREE, 8 FEET WEST OF THE CENTER LINE OF
 CR0375'A WOODEN GATE, 1 FOOT NORTH OF A FENCE, AND IN THE TOP OF A CONCRETE
 CR0375'POST PROJECTING 5 INCHES.
 CR0375
 CR0375                          STATION RECOVERY (1991)
 CR0375
 CR0375'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 CR0375'RECOVERED IN GOOD CONDITION.
 CR0375
 CR0375                          STATION RECOVERY (1996)
 CR0375
 CR0375'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0375'RECOVERED IN GOOD CONDITION.
 CR0375
 CR0375                          STATION RECOVERY (2004)
 CR0375
 CR0375'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0377 ***********************************************************************
 CR0377  DESIGNATION -  SELMAN RM 2
 CR0377  PID         -  CR0377
 CR0377  STATE/COUNTY-  TX/CHEROKEE
 CR0377  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0377
 CR0377                         *CURRENT SURVEY CONTROL
 CR0377  ___________________________________________________________________
 CR0377* NAD 83(1986)-  32 04 03.     (N)    095 17 00.     (W)     SCALED    
 CR0377* NAVD 88     -       213.076  (meters)     699.07   (feet)  ADJUSTED  
 CR0377  ___________________________________________________________________
 CR0377  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0377  DYNAMIC HT  -         212.821 (meters)     698.23  (feet)  COMP
 CR0377  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 CR0377
 CR0377  VERT ORDER  -  FIRST     CLASS II
 CR0377
 CR0377.The horizontal coordinates were scaled from a topographic map and have
 CR0377.an estimated accuracy of +/- 6 seconds.
 CR0377
 CR0377.The orthometric height was determined by differential leveling
 CR0377.and adjusted by the National Geodetic Survey in June 1991..
 CR0377
 CR0377.The geoid height was determined by GEOID03.
 CR0377
 CR0377.The dynamic height is computed by dividing the NAVD 88
 CR0377.geopotential number by the normal gravity value computed on the
 CR0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0377.degrees latitude (g = 980.6199 gals.).
 CR0377
 CR0377.The modeled gravity was interpolated from observed gravity values.
 CR0377
 CR0377;                    North         East    Units  Estimated Accuracy
 CR0377;SPC TX C     - 3,276,990.    1,176,700.      MT  (+/- 180 meters Scaled)
 CR0377
 CR0377                          SUPERSEDED SURVEY CONTROL
 CR0377
 CR0377  NGVD 29 (??/??/92)  213.091  (m)          699.12   (f) ADJ UNCH    1 2
 CR0377
 CR0377.Superseded values are not recommended for survey control.
 CR0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0377.See file dsdata.txt to determine how the superseded data were derived.
 CR0377
 CR0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR844501(NAD 83)
 CR0377_MARKER: DR = REFERENCE MARK DISK
 CR0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0377_STAMPING: SELMAN NO 2 1958
 CR0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0377+STABILITY: SURFACE MOTION
 CR0377
 CR0377  HISTORY     - Date     Condition        Report By
 CR0377  HISTORY     - 1958     MONUMENTED       CGS
 CR0377  HISTORY     - 1959     GOOD             NGS
 CR0377  HISTORY     - 19910520 GOOD             USPSQD
 CR0377  HISTORY     - 19960420 GOOD             USPSQD
 CR0377
 CR0377                          STATION DESCRIPTION
 CR0377
 CR0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0377'5.55 MI S FROM BULLARD.
 CR0377'ABOUT 5.55 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0377'THE POST OFFICE AT BULLARD, 186 FEET EAST OF THE EAST RAIL, 98 FEET
 CR0377'EAST OF THE CENTER LINE OF U. S. HIGHWAY 69, 104.7 FEET WEST OF
 CR0377'TRIANGULATION STATION SELMAN 1958, 50 FEET NORTHWEST OF A WELL, 15 1/2
 CR0377'FEET EAST OF THE EAST WALL OF A CORRUGATED METAL GARAGE, 1 FOOT SOUTH
 CR0377'OF A FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CR0377
 CR0377                          STATION RECOVERY (1991)
 CR0377
 CR0377'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 CR0377'RECOVERED IN GOOD CONDITION.
 CR0377
 CR0377                          STATION RECOVERY (1996)
 CR0377
 CR0377'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2953 ***********************************************************************
 CS2953  DESIGNATION -  SEMINARY
 CS2953  PID         -  CS2953
 CS2953  STATE/COUNTY-  TX/TARRANT
 CS2953  USGS QUAD   -  FORT WORTH (1981)
 CS2953
 CS2953                         *CURRENT SURVEY CONTROL
 CS2953  ___________________________________________________________________
 CS2953* NAD 83(1993)-  32 40 58.06446(N)    097 20 50.38225(W)     ADJUSTED  
 CS2953* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 CS2953  ___________________________________________________________________
 CS2953  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 CS2953  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS2953
 CS2953  HORZ ORDER  -  FIRST
 CS2953
 CS2953.The horizontal coordinates were established by classical geodetic methods
 CS2953.and adjusted by the National Geodetic Survey in February 1996..
 CS2953
 CS2953.The orthometric height was scaled from a topographic map.
 CS2953
 CS2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2953
 CS2953.The geoid height was determined by GEOID03.
 CS2953
 CS2953;                    North         East     Units Scale Factor Converg.
 CS2953;SPC TXNC     - 2,113,271.625   708,090.959   MT  0.99989321   +0 37 43.2
 CS2953;SPC TXNC     - 6,933,291.99  2,323,128.42   sFT  0.99989321   +0 37 43.2
 CS2953;UTM  14      - 3,617,329.428   654,944.793   MT  0.99989604   +0 53 33.4
 CS2953
 CS2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2953!SPC TXNC     -   0.99996778  x   0.99989321  =   0.99986099
 CS2953!UTM  14      -   0.99996778  x   0.99989604  =   0.99986382
 CS2953
 CS2953:                Primary Azimuth Mark                     Grid Az
 CS2953:SPC TXNC     -  FORT WORTH BERRY ST MUN TANK             015 31 53.2
 CS2953:UTM  14      -  FORT WORTH BERRY ST MUN TANK             015 16 03.0
 CS2953
 CS2953|---------------------------------------------------------------------|
 CS2953| PID    Reference Object                     Distance      Geod. Az  |
 CS2953|                                                           dddmmss.s |
 CS2953| CS2964 FORT WORTH BERRY ST MUN TANK        APPROX. 2.7 KM 0160936.4 |
 CS2953| CS2931 FORT WORTH MASON HOME TALL TK       APPROX. 6.9 KM 0661035.7 |
 CS2953| CS2983 MONNIG                              APPROX. 6.7 KM 2291028.2 |
 CS2953| CY2258 SEMINARY AZ MK                                     2872101.1 |
 CS2953|---------------------------------------------------------------------|
 CS2953
 CS2953                          SUPERSEDED SURVEY CONTROL
 CS2953
 CS2953  NAD 83(1986)-  32 40 58.06813(N)    097 20 50.36455(W) AD(       ) 1
 CS2953  NAD 27      -  32 40 57.59300(N)    097 20 49.30300(W) AD(       ) 1
 CS2953
 CS2953.Superseded values are not recommended for survey control.
 CS2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2953.See file dsdata.txt to determine how the superseded data were derived.
 CS2953
 CS2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5494517329(NAD 83)
 CS2953_MARKER: DS = TRIANGULATION STATION DISK
 CS2953_SETTING: 0 = UNSPECIFIED SETTING
 CS2953
 CS2953  HISTORY     - Date     Condition        Report By
 CS2953  HISTORY     - 1935     MONUMENTED       CGS
 CS2953  HISTORY     - 1967     GOOD             TXHD
 CS2953  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2953
 CS2953                          STATION DESCRIPTION
 CS2953
 CS2953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2953'THIS STATION IS ABOUT 5-1/2 MILES S OF THE TARRANT COUNTY
 CS2953'COURTHOUSE, IN FORT WORTH.  IT IS ON THE GABLED PORTION OF
 CS2953'THE ROOF OF THE HALL OF MUSIC BUILDING AT THE SW BAPTIST
 CS2953'THEOLOGICAL SEMINARY.  THE MARK IS A STANDARD BRONZE DISK
 CS2953'SET IN A DRILL HOLE ON THE RIDGE OF THE GABLE ROOF, 14-1/2
 CS2953'FEET N OF THE N FACE OF PARAPET WALL, 13 FEET S OF CENTER
 CS2953'OF VENTILATOR.
 CS2953'
 CS2953'THERE ARE NO REFERENCE MARKS.
 CS2953'
 CS2953'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE POST
 CS2953'OR BLOCK OF CONCRETE.  IT IS WNW OF THE STATION, ON THE W
 CS2953'SIDE OF A FIELD, 135 FEET N OF THE SW FENCE CORNER, 27 FEET
 CS2953'E OF THE CENTER LINE OF ROAD, ABOUT 30 FEET S OF CULVERT.
 CS2953'MARK PROJECTS 4 INCHES.
 CS2953'
 CS2953'STATION IS REACHED FROM THE INTERSECTION OF THROCKMORTON
 CS2953'AND SEVENTH STREETS (JUNCTION OF U.S. HIGHWAYS 80 AND 81)
 CS2953'BY GOING S ON U.S. HIGHWAY 81 5.0 MILES TO GAMBRELL STREET.
 CS2953'THENCE W ON GAMBRELL STREET 1 MILE TO SEMINARY AND STATION.
 CS2953'
 CS2953'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 CS2953
 CS2953                          STATION RECOVERY (1967)
 CS2953
 CS2953'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1967 (SSG)
 CS2953'SEMINARY TRIANGULATION STA.-STATION RECOVERED AS DESCRIBED
 CS2953'
 CS2953'AZIMUTH HAS BEEN DESTROYED
 CS2953
 CS2953                          STATION RECOVERY (1996)
 CS2953
 CS2953'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0824 ***********************************************************************
 CV0824  DESIGNATION -  SEMINOLE 1975
 CV0824  PID         -  CV0824
 CV0824  STATE/COUNTY-  TX/GAINES
 CV0824  USGS QUAD   -  SEMINOLE (1970)
 CV0824
 CV0824                         *CURRENT SURVEY CONTROL
 CV0824  ___________________________________________________________________
 CV0824* NAD 83(1993)-  32 43 02.18548(N)    102 39 05.99622(W)     ADJUSTED  
 CV0824* NAVD 88     -      1029.7    (meters)    3378.     (feet)  VERTCON   
 CV0824  ___________________________________________________________________
 CV0824  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 CV0824  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 CV0824
 CV0824  HORZ ORDER  -  FIRST
 CV0824
 CV0824.The horizontal coordinates were established by classical geodetic methods
 CV0824.and adjusted by the National Geodetic Survey in February 1996..
 CV0824
 CV0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0824
 CV0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0824
 CV0824.The geoid height was determined by GEOID03.
 CV0824
 CV0824;                    North         East     Units Scale Factor Converg.
 CV0824;SPC TXNC     - 2,124,190.799   210,925.082   MT  0.99988954   -2 15 51.5
 CV0824;SPC TXNC     - 6,969,115.98    692,010.04   sFT  0.99988954   -2 15 51.5
 CV0824;UTM  13      - 3,622,383.278   720,094.415   MT  1.00019736   +1 16 11.2
 CV0824
 CV0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0824!SPC TXNC     -   0.99984189  x   0.99988954  =   0.99973144
 CV0824!UTM  13      -   0.99984189  x   1.00019736  =   1.00003922
 CV0824
 CV0824:                Primary Azimuth Mark                     Grid Az
 CV0824:SPC TXNC     -  SEMINOLE N MUNICIPAL TANK                015 30 57.6
 CV0824:UTM  13      -  SEMINOLE N MUNICIPAL TANK                011 58 54.9
 CV0824
 CV0824|---------------------------------------------------------------------|
 CV0824| PID    Reference Object                     Distance      Geod. Az  |
 CV0824|                                                           dddmmss.s |
 CV0824| CV0823 SEMINOLE N MUNICIPAL TANK           APPROX. 0.9 KM 0131506.1 |
 CV0824| CV0821 SEMINOLE 1975 AZ MK                 493.524 METERS 0800753.8 |
 CV0824| CV0820 SEMINOLE S MUNICIPAL TANK           APPROX. 0.7 KM 0893544.1 |
 CV0824| CV0822 SEMINOLE BELL TEL MICROWAVE         448.696 METERS 1101926.8 |
 CV0824|---------------------------------------------------------------------|
 CV0824
 CV0824                          SUPERSEDED SURVEY CONTROL
 CV0824
 CV0824  NAD 83(1993)-  32 43 02.18983(N)    102 39 05.99303(W) AD(       ) 1
 CV0824  NAD 83(1986)-  32 43 02.19121(N)    102 39 05.99196(W) AD(       ) 1
 CV0824  NAD 27      -  32 43 01.79994(N)    102 39 04.30954(W) AD(       ) 1
 CV0824  NGVD 29 (07/19/86) 1029.4    (m)         3377.     (f) VERT ANG       
 CV0824
 CV0824.Superseded values are not recommended for survey control.
 CV0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0824.See file dsdata.txt to determine how the superseded data were derived.
 CV0824
 CV0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2009422383(NAD 83)
 CV0824_MARKER: DS = TRIANGULATION STATION DISK
 CV0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0824+STABILITY: SURFACE MOTION
 CV0824
 CV0824  HISTORY     - Date     Condition        Report By
 CV0824  HISTORY     - 1975     MONUMENTED       NGS
 CV0824
 CV0824                          STATION DESCRIPTION
 CV0824
 CV0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0824'THE STATION IS ON THE HIGHEST ROOF OF THE SEMINOLE HIGH
 CV0824'SCHOOL IN SEMINOLE, WHICH IS LOCATED AT THE JUNCTION OF
 CV0824'SOUTHWEST AVENUE B AND SOUTHWEST 6TH STREET.
 CV0824'
 CV0824'TO REACH THE AZIMUTH MARK FROM THE HIGH SCHOOL, GO SOUTHWEST
 CV0824'AVENUE B FOR 0.3 MILE TO A BAPTIST CHURCH AND THE MARK ON THE LEFT.
 CV0824'
 CV0824'STATION MARK IS A STANDARD DISK, STAMPED SEMINOLE 1975, SET
 CV0824'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT, BONDED TO
 CV0824'THE ROOF OF THE BUILDING AND PROJECTS 4 INCHES ABOVE THE
 CV0824'ROOF.  IT IS 21.5 FEET NORTHWEST OF THE SOUTHEAST CORNER
 CV0824'OF THE ROOF, 19.4 FEET SOUTHWEST OF THE NORTHEAST CORNER
 CV0824'OF THE ROOF AND 18.6 FEET EAST OF THE NORTHEAST CORNER OF
 CV0824'A SMALL METAL SUPERSTRUCTURE.
 CV0824'
 CV0824'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 CV0824'SEMINOLE AZ 1975, CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS
 CV0824'57.0 FEET WEST OF THE CENTER OF SOUTHWEST 2ND STREET, 33.0 FEET
 CV0824'NORTH OF THE CENTER SOUTHWEST AVENUE B AND 32.0 FEET SOUTHEAST OF
 CV0824'THE SOUTHEAST CORNER OF THE CHURCH BUILDING.
 CV0824'
 CV0824'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0821 ***********************************************************************
 CV0821  DESIGNATION -  SEMINOLE 1975 AZ MK
 CV0821  PID         -  CV0821
 CV0821  STATE/COUNTY-  TX/GAINES
 CV0821  USGS QUAD   -  SEMINOLE (1970)
 CV0821
 CV0821                         *CURRENT SURVEY CONTROL
 CV0821  ___________________________________________________________________
 CV0821* NAD 83(1993)-  32 43 04.93081(N)    102 38 47.32518(W)     ADJUSTED  
 CV0821* NAVD 88     -      1007.03   (+/-2cm)    3303.9    (feet)  VERTCON   
 CV0821  ___________________________________________________________________
 CV0821  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 CV0821  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 CV0821
 CV0821  HORZ ORDER  -  SECOND
 CV0821  VERT ORDER  -  THIRD ? (See Below)
 CV0821
 CV0821.The horizontal coordinates were established by classical geodetic methods
 CV0821.and adjusted by the National Geodetic Survey in February 1996..
 CV0821.No horizontal observational check was made to the station.
 CV0821
 CV0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0821.The vertical order pertains to the NGVD 29 superseded value.
 CV0821
 CV0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0821
 CV0821.The geoid height was determined by GEOID03.
 CV0821
 CV0821;                    North         East     Units Scale Factor Converg.
 CV0821;SPC TXNC     - 2,124,256.099   211,414.212   MT  0.99988947   -2 15 41.3
 CV0821;SPC TXNC     - 6,969,330.22    693,614.79   sFT  0.99988947   -2 15 41.3
 CV0821;UTM  13      - 3,622,478.634   720,578.739   MT  1.00019999   +1 16 21.4
 CV0821
 CV0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0821!SPC TXNC     -   0.99984545  x   0.99988947  =   0.99973494
 CV0821!UTM  13      -   0.99984545  x   1.00019999  =   1.00004541
 CV0821
 CV0821                          SUPERSEDED SURVEY CONTROL
 CV0821
 CV0821  NAD 83(1993)-  32 43 04.93523(N)    102 38 47.32200(W) AD(       ) 2
 CV0821  NAD 83(1986)-  32 43 04.93657(N)    102 38 47.32091(W) AD(       ) 2
 CV0821  NAD 27      -  32 43 04.54609(N)    102 38 45.63913(W) AD(       ) 2
 CV0821  NGVD 29 (07/19/86) 1006.72   (m)         3302.9    (f) LEVELING    3  
 CV0821
 CV0821.Superseded values are not recommended for survey control.
 CV0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0821.See file dsdata.txt to determine how the superseded data were derived.
 CV0821
 CV0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2057922479(NAD 83)
 CV0821_MARKER: DR = REFERENCE MARK DISK
 CV0821_SETTING: 0 = UNSPECIFIED SETTING
 CV0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0821
 CV0821  HISTORY     - Date     Condition        Report By
 CV0821  HISTORY     - 1975     MONUMENTED       NGS
 CV0821
 CV0821                          STATION DESCRIPTION
 CV0821
 CV0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 CV0821'STATION SEMINOLE IS ON THE HIGHEST ROOF OF THE SEMINOLE HIGH
 CV0821'SCHOOL IN SEMINOLE, WHICH IS LOCATED AT THE JUNCTION OF
 CV0821'SOUTHWEST AVENUE B AND SOUTHWEST 6TH STREET.
 CV0821'
 CV0821'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 CV0821'SEMINOLE AZ 1975, CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS
 CV0821'57.0 FEET WEST OF THE CENTER OF SOUTHWEST 2ND STREET, 33.0 FEET
 CV0821'NORTH OF THE CENTER SOUTHWEST AVENUE B AND 32.0 FEET SOUTHEAST OF
 CV0821'THE SOUTHEAST CORNER OF THE CHURCH BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0822 ***********************************************************************
 CV0822  DESIGNATION -  SEMINOLE BELL TEL MICROWAVE
 CV0822  PID         -  CV0822
 CV0822  STATE/COUNTY-  TX/GAINES
 CV0822  USGS QUAD   -  SEMINOLE (1970)
 CV0822
 CV0822                         *CURRENT SURVEY CONTROL
 CV0822  ___________________________________________________________________
 CV0822* NAD 83(1993)-  32 42 57.12615(N)    102 38 49.83926(W)     ADJUSTED  
 CV0822* NAVD 88     -                                                        
 CV0822  ___________________________________________________________________
 CV0822  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 CV0822  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 CV0822
 CV0822  HORZ ORDER  -  THIRD
 CV0822
 CV0822.The horizontal coordinates were established by classical geodetic methods
 CV0822.and adjusted by the National Geodetic Survey in February 1996..
 CV0822
 CV0822
 CV0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0822
 CV0822.The geoid height was determined by GEOID03.
 CV0822
 CV0822;                    North         East     Units Scale Factor Converg.
 CV0822;SPC TXNC     - 2,124,018.470   211,339.312   MT  0.99988969   -2 15 42.7
 CV0822;SPC TXNC     - 6,968,550.60    693,369.06   sFT  0.99988969   -2 15 42.7
 CV0822;UTM  13      - 3,622,236.765   720,518.610   MT  1.00019966   +1 16 19.7
 CV0822
 CV0822                          SUPERSEDED SURVEY CONTROL
 CV0822
 CV0822  NAD 83(1993)-  32 42 57.13023(N)    102 38 49.83502(W) AD(       ) 4
 CV0822  NAD 83(1986)-  32 42 57.13133(N)    102 38 49.83381(W) AD(       ) 4
 CV0822  NAD 27      -  32 42 56.73800(N)    102 38 48.14369(W) AD(       ) 3
 CV0822
 CV0822.Superseded values are not recommended for survey control.
 CV0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0822.See file dsdata.txt to determine how the superseded data were derived.
 CV0822
 CV0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2051922237(NAD 83)
 CV0822_MARKER: 45 = MICROWAVE TOWER
 CV0822
 CV0822  HISTORY     - Date     Condition        Report By
 CV0822  HISTORY     - 1975     FIRST OBSERVED   NGS
 CV0822
 CV0822                          STATION DESCRIPTION
 CV0822
 CV0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0822'THE STATION, SEMINOLE SOUTHWEST BELL MICROWAVE TOWER, IS THE RED
 CV0822'LIGHT ATOP OF A FOUR LEGGED, SELF SUPPORTING TOWER.  IT IS PAINTED
 CV0822'ORANGE AND WHITE AND HAS AN OVERALL HEIGHT OF 328 FEET.  IT IS
 CV0822'LOCATED IN THE NORTHEAST ANGLE OF SOUTHWEST AVENUE D AND SOUTHWEST
 CV0822'THIRD STREET, SEMINOLE, TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0823 ***********************************************************************
 CV0823  DESIGNATION -  SEMINOLE N MUNICIPAL TANK
 CV0823  PID         -  CV0823
 CV0823  STATE/COUNTY-  TX/GAINES
 CV0823  USGS QUAD   -  SEMINOLE (1970)
 CV0823
 CV0823                         *CURRENT SURVEY CONTROL
 CV0823  ___________________________________________________________________
 CV0823* NAD 83(1993)-  32 43 31.43085(N)    102 38 57.84831(W)     ADJUSTED  
 CV0823* NAVD 88     -                                                        
 CV0823  ___________________________________________________________________
 CV0823  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 CV0823  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 CV0823
 CV0823  HORZ ORDER  -  THIRD
 CV0823
 CV0823.The horizontal coordinates were established by classical geodetic methods
 CV0823.and adjusted by the National Geodetic Survey in February 1996..
 CV0823
 CV0823
 CV0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0823
 CV0823.The geoid height was determined by GEOID03.
 CV0823
 CV0823;                    North         East     Units Scale Factor Converg.
 CV0823;SPC TXNC     - 2,125,082.533   211,172.650   MT  0.99988873   -2 15 47.0
 CV0823;SPC TXNC     - 6,972,041.61    692,822.27   sFT  0.99988873   -2 15 47.0
 CV0823;UTM  13      - 3,623,288.856   720,286.600   MT  1.00019840   +1 16 16.6
 CV0823
 CV0823                          SUPERSEDED SURVEY CONTROL
 CV0823
 CV0823  NAD 83(1993)-  32 43 31.43504(N)    102 38 57.84532(W) AD(       ) 4
 CV0823  NAD 83(1986)-  32 43 31.43587(N)    102 38 57.84325(W) AD(       ) 4
 CV0823  NAD 27      -  32 43 31.04217(N)    102 38 56.16359(W) AD(       ) 3
 CV0823
 CV0823.Superseded values are not recommended for survey control.
 CV0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0823.See file dsdata.txt to determine how the superseded data were derived.
 CV0823
 CV0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2028723289(NAD 83)
 CV0823_MARKER: 53 = ELEVATED TANK
 CV0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CV0823+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CV0823
 CV0823  HISTORY     - Date     Condition        Report By
 CV0823  HISTORY     - 1975     FIRST OBSERVED   NGS
 CV0823  HISTORY     - 20040827 GOOD             USPSQD
 CV0823
 CV0823                          STATION DESCRIPTION
 CV0823
 CV0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0823'THE STATION, SEMINOLE NORTH MUNICIPAL WATER TANK, IS THE CENTER OF
 CV0823'THE TOP OF A 135 FEET HIGH, ELEVATED WATER TANK, PAINTED SILVER AND
 CV0823'SUPPORTED BY SIX LEGS.  IT IS LOCATED IN THE SOUTHWEST ANGLE OF
 CV0823'NORTHWEST AVENUE F AND NORTHWEST FOURTH STREET IN SEMINOLE, TEXAS.
 CV0823
 CV0823                          STATION RECOVERY (2004)
 CV0823
 CV0823'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 CV0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0820 ***********************************************************************
 CV0820  DESIGNATION -  SEMINOLE S MUNICIPAL TANK
 CV0820  PID         -  CV0820
 CV0820  STATE/COUNTY-  TX/GAINES
 CV0820  USGS QUAD   -  SEMINOLE (1970)
 CV0820
 CV0820                         *CURRENT SURVEY CONTROL
 CV0820  ___________________________________________________________________
 CV0820* NAD 83(1993)-  32 43 02.34785(N)    102 38 38.64531(W)     ADJUSTED  
 CV0820* NAVD 88     -                                                        
 CV0820  ___________________________________________________________________
 CV0820  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 CV0820  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 CV0820
 CV0820  HORZ ORDER  -  THIRD
 CV0820
 CV0820.The horizontal coordinates were established by classical geodetic methods
 CV0820.and adjusted by the National Geodetic Survey in February 1996..
 CV0820
 CV0820
 CV0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0820
 CV0820.The geoid height was determined by GEOID03.
 CV0820
 CV0820;                    North         East     Units Scale Factor Converg.
 CV0820;SPC TXNC     - 2,124,167.685   211,636.910   MT  0.99988954   -2 15 36.5
 CV0820;SPC TXNC     - 6,969,040.15    694,345.43   sFT  0.99988954   -2 15 36.5
 CV0820;UTM  13      - 3,622,404.092   720,806.534   MT  1.00020123   +1 16 26.0
 CV0820
 CV0820                          SUPERSEDED SURVEY CONTROL
 CV0820
 CV0820  NAD 83(1993)-  32 43 02.35224(N)    102 38 38.64573(W) AD(       ) 4
 CV0820  NAD 83(1986)-  32 43 02.35311(N)    102 38 38.64155(W) AD(       ) 4
 CV0820  NAD 27      -  32 43 01.96253(N)    102 38 36.97580(W) AD(       ) 3
 CV0820
 CV0820.Superseded values are not recommended for survey control.
 CV0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0820.See file dsdata.txt to determine how the superseded data were derived.
 CV0820
 CV0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2080722404(NAD 83)
 CV0820_MARKER: 53 = ELEVATED TANK
 CV0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CV0820+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CV0820
 CV0820  HISTORY     - Date     Condition        Report By
 CV0820  HISTORY     - 1975     FIRST OBSERVED   NGS
 CV0820  HISTORY     - 20040827 GOOD             USPSQD
 CV0820
 CV0820                          STATION DESCRIPTION
 CV0820
 CV0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0820'THE STATION, SEMINOLE MUNICIPAL WATER TANK, IS THE CENTER OF THE
 CV0820'TOP OF A 125 FEET HIGH, ELEVATED WATER TANK, PAINTED SILVER AND
 CV0820'SUPPORTED BY FOUR LEGS.  IT IS LOCATED IN THE NORTHWEST ANGLE OF
 CV0820'SOUTHEAST AVENUE C AND SOUTHEAST SECOND STREET IN SEMINOLE, TEXAS.
 CV0820
 CV0820                          STATION RECOVERY (2004)
 CV0820
 CV0820'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 CV0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0885 ***********************************************************************
 CV0885  SACS        -  This is a Secondary Airport Control Station.
 CV0885  DESIGNATION -  SEMPORT
 CV0885  PID         -  CV0885
 CV0885  STATE/COUNTY-  TX/GAINES
 CV0885  USGS QUAD   -  SEMINOLE (1970)
 CV0885
 CV0885                         *CURRENT SURVEY CONTROL
 CV0885  ___________________________________________________________________
 CV0885* NAD 83(1993)-  32 40 35.80953(N)    102 38 53.11638(W)     ADJUSTED  
 CV0885* NAVD 88     -       999.84   (meters)    3280.3    (feet)  GPS OBS   
 CV0885  ___________________________________________________________________
 CV0885  X           -  -1,176,866.299 (meters)                     COMP
 CV0885  Y           -  -5,244,318.184 (meters)                     COMP
 CV0885  Z           -   3,424,353.171 (meters)                     COMP
 CV0885  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 CV0885  ELLIP HEIGHT-         977.25  (meters)          (02/14/01) GPS OBS
 CV0885  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 CV0885
 CV0885  HORZ ORDER  -  FIRST
 CV0885  ELLP ORDER  -  FIFTH     CLASS I
 CV0885
 CV0885.This mark is at Gaines Co (31F) Airport (31F)
 CV0885
 CV0885.The horizontal coordinates were established by GPS observations
 CV0885.and adjusted by the National Geodetic Survey in July 1997..
 CV0885
 CV0885.The orthometric height was determined by GPS observations and a
 CV0885.high-resolution geoid model.
 CV0885
 CV0885.GPS derived orthometric heights for airport stations designated as
 CV0885.PACS or SACS are published to 2 decimal places.  This maintains
 CV0885.centimeter relative accuracy between the PACS and SACS.  It does
 CV0885.not indicate centimeter accuracy relative to other marks which are
 CV0885.part of the NAVD 88 network.
 CV0885
 CV0885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0885
 CV0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0885
 CV0885.The ellipsoidal height was determined by GPS observations
 CV0885.and is referenced to NAD 83.
 CV0885
 CV0885.The geoid height was determined by GEOID03.
 CV0885
 CV0885;                    North         East     Units Scale Factor Converg.
 CV0885;SPC TXNC     - 2,119,672.402   211,082.216   MT  0.99989391   -2 15 44.4
 CV0885;SPC TXNC     - 6,954,291.87    692,525.57   sFT  0.99989391   -2 15 44.4
 CV0885;UTM  13      - 3,617,881.773   720,529.851   MT  1.00019973   +1 16 13.1
 CV0885
 CV0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0885!SPC TXNC     -   0.99984659  x   0.99989391  =   0.99974052
 CV0885!UTM  13      -   0.99984659  x   1.00019973  =   1.00004629
 CV0885
 CV0885:                Primary Azimuth Mark                     Grid Az
 CV0885:SPC TXNC     -  SEMPORT AZ MK                            180 24 10.0
 CV0885:UTM  13      -  SEMPORT AZ MK                            176 52 12.5
 CV0885
 CV0885|---------------------------------------------------------------------|
 CV0885| PID    Reference Object                     Distance      Geod. Az  |
 CV0885|                                                           dddmmss.s |
 CV0885| CV0886 SEMPORT AZ MK                       421.598 METERS 1780825.6 |
 CV0885|---------------------------------------------------------------------|
 CV0885
 CV0885                          SUPERSEDED SURVEY CONTROL
 CV0885
 CV0885  ELLIP H (07/14/97)  977.24   (m)                       GP(       ) 5 1
 CV0885  NAD 83(1993)-  32 40 35.80906(N)    102 38 53.11604(W) AD(       ) 3
 CV0885  ELLIP H (02/16/96)  977.37   (m)                       GP(       ) 5 1
 CV0885  NAD 83(1993)-  32 40 35.81402(N)    102 38 53.10837(W) AD(       ) 3
 CV0885  ELLIP H (12/21/93)  977.00   (m)                       GP(       ) 4 1
 CV0885  NAD 83(1986)-  32 40 35.81384(N)    102 38 53.10826(W) AD(       ) 3
 CV0885  NAD 27      -  32 40 35.44837(N)    102 38 51.49446(W) AD(       ) 3
 CV0885  NGVD 29 (12/08/88) 1000.4    (m)         3282.     (f) GPS OBS        
 CV0885
 CV0885.Superseded values are not recommended for survey control.
 CV0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0885.See file dsdata.txt to determine how the superseded data were derived.
 CV0885
 CV0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2053017882(NAD 83)
 CV0885_MARKER: DH = HORIZONTAL CONTROL DISK
 CV0885_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CV0885_SP_SET: HEADWALL
 CV0885_STAMPING: SEMPORT 1988
 CV0885_MARK LOGO: NGS   
 CV0885_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0885+STABILITY: SURFACE MOTION
 CV0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0885+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1995
 CV0885
 CV0885  HISTORY     - Date     Condition        Report By
 CV0885  HISTORY     - 1988     MONUMENTED       NGS
 CV0885  HISTORY     - 19950518 GOOD             NGS
 CV0885
 CV0885                          STATION DESCRIPTION
 CV0885
 CV0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CV0885'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 CV0885'SOUTH OF SEMINOLE, 0.4 KM (0.25 MI) WEST OF US HIGHWAY 385 AT THE
 CV0885'GAINES COUNTY AIRPORT.  IT IS IN TOP OF CULVERT JUST NORTH OF A
 CV0885'RAMP.
 CV0885'OWNERSHIP--GAINES COUNTY, GAINES COUNTY COURTHOUSE, SEMINOLE TX
 CV0885'79360.  AIRPORT MANAGER IS LEX HINES, PHONE 915-758-6455.
 CV0885'
 CV0885'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180, 385 AND
 CV0885'62 IN SEMINOLE, GO SOUTH ON US HIGHWAY 385 FOR 4.7 KM (2.9 MI) TO
 CV0885'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.2
 CV0885'KM (0.1 MI) TO A GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE,
 CV0885'THEN BEAR SOUTHWEST BY BEACON TOWER FOR 0.2 KM (0.15 MI) TO TAXIWAY
 CV0885'AND THE MARK ON THE RIGHT IN HEADWALL.
 CV0885'
 CV0885'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---SEMPORT
 CV0885'1988---, SET IN THE TOP OF A CONCRETE HEADWALL.  LOCATED 28.7
 CV0885'METERS (94.0 FT) EAST FROM EAST EDGE OF RUNWAY, 21.0 METERS (69.0
 CV0885'FT) WEST FROM CENTER OF TAXIWAY, 12.5 METERS (41.0 FT) NORTH FROM
 CV0885'CENTER OF RAMP AND 2.7 METERS (9.0 FT) NORTH OF A BLUE LIGHT.
 CV0885'
 CV0885'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 CV0885'ROD DRIVEN INTO THE GROUND 1.1 METERS AND INSIDE A I-INCH PVC PIPE
 CV0885'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 CV0885'PVC PIPE WITH A LOGO CAP STAMPED---SEMPORT AZ MK 1988---, THE ROD
 CV0885'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 37.5 METERS
 CV0885'(123.0 FT) EAST FROM THE EAST EDGE OF RUNWAY, 12.9 METERS (40.0 FT)
 CV0885'WEST FROM TAXIWAY CENTER AND 0.6 METER (2.0 FT) NORTH FROM A
 CV0885'FIBERGLASS WITNESS POST.
 CV0885'
 CV0885'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CV0885'
 CV0885'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CV0885'
 CV0885'DESCRIBED BY D.A. BOWLING.
 CV0885
 CV0885                          STATION RECOVERY (1995)
 CV0885
 CV0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CV0885'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH OF SENINOLE, 0.4
 CV0885'KM (0.25 MI) WEST OF U.S.  HIGHWAY 385, ON THE GAINES COUNTY AIRPORT,
 CV0885'IN THE NORTH HEADWALL OF A CULVERT UNDER THE TAXI CONECTOR SOUTHWEST
 CV0885'OF THE OFFICE.  OWNERSHIP--GAINES COUNTY, GAINES COUNTY COURTHOUSE,
 CV0885'SEMINOLE TX 79360.  THE AIRPORT MANAGER IS LEX HINES, PHONE 915
 CV0885'758-6455.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS
 CV0885'180, 385 AND 62 IN SEMINOLE, GO SOUTH 4.61 KM (2.85 MI) ON HIGHWAY 385
 CV0885'TO THE AIRPORT ROAD.  TURN RIGHT, WEST, GO 0.11 KM (0.05 MI) ON THE
 CV0885'ROAD TO AN APRON GATE ON THE LEFT.  PASS THRUGH THE GATE AND BEAR
 CV0885'RIGHT, SOUTHWEST, GO 0.19 KM (0.10 MI) PAST THE BEACON TOWER, AND
 CV0885'ACROSS THE APRON TO THE CONECTOR AND THE STATION OF THE RIGHT.  THE
 CV0885'STATION IS IN TOP OF AND NEAR THE CENTER OF THE NORTH CONCRETE
 CV0885'HEADWALL OF A CULVERT UNDER THE CONECTOR, 39.6 M (129.9 FT) EAST OF
 CV0885'THE RUNWAY CENTERLINE, 21.0 M (68.9 FT) WEST OF THE TAXI CENTERLINE,
 CV0885'12.1 M (39.7 FT) NORTH OF THE CONECTOR CENTERLINE, AND 0.3 M (1.0 FT)
 CV0885'BELOW THE LEVEL OF THE CONECTOR.  THIS IS A SECONDARY AIRPORT CONTROL
 CV0885'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0886 ***********************************************************************
 CV0886  PACS        -  This is a Primary Airport Control Station.
 CV0886  DESIGNATION -  SEMPORT AZ MK
 CV0886  PID         -  CV0886
 CV0886  STATE/COUNTY-  TX/GAINES
 CV0886  USGS QUAD   -  SEMINOLE (1970)
 CV0886
 CV0886                         *CURRENT SURVEY CONTROL
 CV0886  ___________________________________________________________________
 CV0886* NAD 83(1993)-  32 40 22.13080(N)    102 38 52.59130(W)     ADJUSTED  
 CV0886* NAVD 88     -       998.93   (meters)    3277.3    (feet)  GPS OBS   
 CV0886  ___________________________________________________________________
 CV0886  X           -  -1,176,902.597 (meters)                     COMP
 CV0886  Y           -  -5,244,542.426 (meters)                     COMP
 CV0886  Z           -   3,423,997.928 (meters)                     COMP
 CV0886  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 CV0886  ELLIP HEIGHT-         976.33  (meters)          (10/24/00) GPS OBS
 CV0886  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 CV0886
 CV0886  HORZ ORDER  -  B
 CV0886  ELLP ORDER  -  FOURTH    CLASS II
 CV0886
 CV0886.This mark is at Gaines Co (31F) Airport (31F)
 CV0886
 CV0886.The horizontal coordinates were established by GPS observations
 CV0886.and adjusted by the National Geodetic Survey in September 1996..
 CV0886
 CV0886.The orthometric height was determined by GPS observations and a
 CV0886.high-resolution geoid model.
 CV0886
 CV0886.GPS derived orthometric heights for airport stations designated as
 CV0886.PACS or SACS are published to 2 decimal places.  This maintains
 CV0886.centimeter relative accuracy between the PACS and SACS.  It does
 CV0886.not indicate centimeter accuracy relative to other marks which are
 CV0886.part of the NAVD 88 network.
 CV0886
 CV0886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0886
 CV0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0886
 CV0886.The ellipsoidal height was determined by GPS observations
 CV0886.and is referenced to NAD 83.
 CV0886
 CV0886.The geoid height was determined by GEOID03.
 CV0886
 CV0886;                    North         East     Units Scale Factor Converg.
 CV0886;SPC TXNC     - 2,119,250.859   211,079.253   MT  0.99989434   -2 15 44.2
 CV0886;SPC TXNC     - 6,952,908.86    692,515.85   sFT  0.99989434   -2 15 44.2
 CV0886;UTM  13      - 3,617,460.720   720,552.874   MT  1.00019985   +1 16 12.9
 CV0886
 CV0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0886!SPC TXNC     -   0.99984673  x   0.99989434  =   0.99974109
 CV0886!UTM  13      -   0.99984673  x   1.00019985  =   1.00004655
 CV0886
 CV0886:                Primary Azimuth Mark                     Grid Az
 CV0886:SPC TXNC     -  SEMPORT                                  000 24 10.1
 CV0886:UTM  13      -  SEMPORT                                  356 52 13.0
 CV0886
 CV0886|---------------------------------------------------------------------|
 CV0886| PID    Reference Object                     Distance      Geod. Az  |
 CV0886|                                                           dddmmss.s |
 CV0886| CV0885 SEMPORT                             421.598 METERS 3580825.9 |
 CV0886|---------------------------------------------------------------------|
 CV0886
 CV0886                          SUPERSEDED SURVEY CONTROL
 CV0886
 CV0886  ELLIP H (09/09/96)  976.33   (m)                       GP(       ) 1 2
 CV0886  NAD 83(1993)-  32 40 22.13040(N)    102 38 52.59095(W) AD(       ) 3
 CV0886  ELLIP H (02/16/96)  976.46   (m)                       GP(       ) 5 1
 CV0886  NAD 83(1993)-  32 40 22.13535(N)    102 38 52.58328(W) AD(       ) 3
 CV0886  ELLIP H (12/21/93)  976.09   (m)                       GP(       ) 4 1
 CV0886  NAD 83(1986)-  32 40 22.13517(N)    102 38 52.58317(W) AD(       ) 3
 CV0886  NAD 27      -  32 40 21.76935(N)    102 38 50.96949(W) AD(       ) 3
 CV0886  NGVD 29 (12/08/88)  999.5    (m)         3279.     (f) GPS OBS        
 CV0886
 CV0886.Superseded values are not recommended for survey control.
 CV0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0886.See file dsdata.txt to determine how the superseded data were derived.
 CV0886
 CV0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2055317461(NAD 83)
 CV0886_MARKER: I = METAL ROD
 CV0886_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CV0886_SP_SET: OBJECT DRIVEN INTO GROUND
 CV0886_STAMPING: SEMPORT AZ MK 1988
 CV0886_MARK LOGO: NGS   
 CV0886_PROJECTION: FLUSH
 CV0886_MAGNETIC: I = MARKER IS A STEEL ROD
 CV0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0886+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1995
 CV0886_ROD/PIPE-DEPTH: 1.1  meters
 CV0886_SLEEVE-DEPTH  : 0.9 meters
 CV0886
 CV0886  HISTORY     - Date     Condition        Report By
 CV0886  HISTORY     - 1988     MONUMENTED       NGS
 CV0886  HISTORY     - 19950518 GOOD             NGS
 CV0886
 CV0886                          STATION DESCRIPTION
 CV0886
 CV0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CV0886'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 CV0886'SOUTH OF SEMINOLE, 0.4 KM (0.25 MI) WEST OF US HIGHWAY 385 AT THE
 CV0886'GAINES COUNTY AIRPORT BETWEEN TAXIWAY AND RUNWAY.
 CV0886'OWNERSHIP--GAINES COUNTY, GAINES COUNTY COURTHOUSE, SEMINOLE TX
 CV0886'79360.  AIRPORT MANAGER IS LEX HINES, PHONE 915-758-6455.
 CV0886'
 CV0886'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180, 385 AND
 CV0886'62 IN SEMINOLE, GO SOUTH ON US HIGHWAY 385 FOR 4.7 KM (2.9 MI) TO
 CV0886'THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT
 CV0886'AND GO WEST FOR 0.2 KM (0.1 MI) TO A GATE ON THE LEFT.  TURN LEFT
 CV0886'THROUGH GATE THEN BEAR SOUTHWEST BY BEACON TOWER FOR 0.2 KM (0.1
 CV0886'MI) TO TAXIWAY.  TURN LEFT AND GO SOUTH ON TAXIWAY FOR 0.5 KM (0.3
 CV0886'MI) TO THE STATION ON THE RIGHT.
 CV0886'
 CV0886'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CV0886'DRIVEN INTO THE GROUND 1.1 METERS AN INSIDE A 1-INCH PVC PIPE THAT
 CV0886'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CV0886'PIPE WITH A LOGO CAP STAMPED---SEMPORT AZ MK 1988---, THE ROD IS
 CV0886'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 37.5 METERS (123.0
 CV0886'FT) EAST FROM EAST EDGE OF RUNWAY, 12.9 METERS (40.0 FT) WEST FROM
 CV0886'TAXIWAY CENTER AND 0.6 METER (2.0 FT) NORTH FROM A FIBERGLASS
 CV0886'WITNESS POST.
 CV0886'
 CV0886'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CV0886'
 CV0886'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CV0886'
 CV0886'DESCRIBED BY D.A. BOWLING.
 CV0886
 CV0886                          STATION RECOVERY (1995)
 CV0886
 CV0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CV0886'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH OF SENINOLE, 0.4
 CV0886'KM (0.25 MI) WEST OF U.S.  HIGHWAY 385, ON THE GAINES COUNTY AIRPORT,
 CV0886'BETWEEN THE RUNWAY AND TAXI, 80 M (262.5 FT) NORTH OF THE MIDDEL
 CV0886'RUNWAY CONECTOR.  OWNERSHIP--GAINES COUNTY, GAINES COUNTY COURTHOUSE,
 CV0886'SEMINOLE TX 79360.  THE AIRPORT MANAGER IS LEX HINES, PHONE 915
 CV0886'758-6455.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS
 CV0886'180, 385 AND 62 IN SEMINOLE, GO SOUTH 4.61 KM (2.85 MI) ON HIGHWAY 385
 CV0886'TO THE AIRPORT ROAD.  TURN RIGHT, WEST, GO 0.11 KM (0.05 MI) ON THE
 CV0886'ROAD TO AN APRON GATE ON THE LEFT.  PASS THROUGH THE GATE AND BEAR
 CV0886'RIGHT, SOUTHWEST, GO 0.19 KM (0.10 MI) PAST THE BEACON TOWER, AND
 CV0886'ACROSS THE APRON TO THE TAXI, TURN LEFT, SOUTH, GO 0.41 KM (0.25 MI)
 CV0886'TO THE STATION OF THE RIGHT.  THE STATION IS 79.8 M (261.8 FT) NORTH
 CV0886'OF THE CENTERLINE OF THE CONECTOR, 48.7 M (159.8 FT) EAST OF THE
 CV0886'RUNWAY CENTERLINE, 11.7 M (38.4 FT) WEST OF THE TAXI CENTERLINE, 0.6 M
 CV0886'(2.0 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 CV0886'OF THE TAXI.  NOTR--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CV0886'CAP.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6623 ***********************************************************************
 AB6623  SACS        -  This is a Secondary Airport Control Station.
 AB6623  DESIGNATION -  SEP A
 AB6623  PID         -  AB6623
 AB6623  STATE/COUNTY-  TX/ERATH
 AB6623  USGS QUAD   -  STEPHENVILLE (1979)
 AB6623
 AB6623                         *CURRENT SURVEY CONTROL
 AB6623  ___________________________________________________________________
 AB6623* NAD 83(1993)-  32 12 48.85203(N)    098 10 58.83650(W)     ADJUSTED  
 AB6623* NAVD 88     -       397.75   (meters)    1305.0    (feet)  GPS OBS   
 AB6623  ___________________________________________________________________
 AB6623  X           -    -768,865.242 (meters)                     COMP
 AB6623  Y           -  -5,346,785.583 (meters)                     COMP
 AB6623  Z           -   3,380,689.068 (meters)                     COMP
 AB6623  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AB6623  ELLIP HEIGHT-         369.88  (meters)          (07/09/01) GPS OBS
 AB6623  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AB6623
 AB6623  HORZ ORDER  -  FIRST
 AB6623  ELLP ORDER  -  FOURTH    CLASS II
 AB6623
 AB6623.This mark is at Clark Fld Muni (SEP) Airport (SEP)
 AB6623
 AB6623.The horizontal coordinates were established by GPS observations
 AB6623.and adjusted by the National Geodetic Survey in September 1996..
 AB6623
 AB6623.The orthometric height was determined by GPS observations and a
 AB6623.high-resolution geoid model.
 AB6623
 AB6623.GPS derived orthometric heights for airport stations designated as
 AB6623.PACS or SACS are published to 2 decimal places.  This maintains
 AB6623.centimeter relative accuracy between the PACS and SACS.  It does
 AB6623.not indicate centimeter accuracy relative to other marks which are
 AB6623.part of the NAVD 88 network.
 AB6623
 AB6623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6623
 AB6623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6623
 AB6623.The ellipsoidal height was determined by GPS observations
 AB6623.and is referenced to NAD 83.
 AB6623
 AB6623.The geoid height was determined by GEOID03.
 AB6623
 AB6623;                    North         East     Units Scale Factor Converg.
 AB6623;SPC TXNC     - 2,060,692.692   629,883.048   MT  0.99997874   +0 10 22.4
 AB6623;SPC TXNC     - 6,760,789.27  2,066,541.30   sFT  0.99997874   +0 10 22.4
 AB6623;UTM  14      - 3,564,401.341   576,990.783   MT  0.99967310   +0 26 07.9
 AB6623
 AB6623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6623!SPC TXNC     -   0.99994193  x   0.99997874  =   0.99992067
 AB6623!UTM  14      -   0.99994193  x   0.99967310  =   0.99961505
 AB6623
 AB6623:                Primary Azimuth Mark                     Grid Az
 AB6623:SPC TXNC     -  STEPPORT                                 022 44 39.1
 AB6623:UTM  14      -  STEPPORT                                 022 28 53.6
 AB6623
 AB6623|---------------------------------------------------------------------|
 AB6623| PID    Reference Object                     Distance      Geod. Az  |
 AB6623|                                                           dddmmss.s |
 AB6623| CT1194 STEPPORT                            APPROX. 0.6 KM 0225501.5 |
 AB6623|---------------------------------------------------------------------|
 AB6623
 AB6623                          SUPERSEDED SURVEY CONTROL
 AB6623
 AB6623  ELLIP H (09/06/96)  369.92   (m)                       GP(       ) 4 2
 AB6623
 AB6623.Superseded values are not recommended for survey control.
 AB6623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6623.See file dsdata.txt to determine how the superseded data were derived.
 AB6623
 AB6623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7699164401(NAD 83)
 AB6623_MARKER: I = METAL ROD
 AB6623_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6623_STAMPING: SEP A 1995
 AB6623_MARK LOGO: NGS   
 AB6623_PROJECTION: FLUSH
 AB6623_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6623+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6623_ROD/PIPE-DEPTH: 1.89 meters
 AB6623_SLEEVE-DEPTH  : 1.0 meters
 AB6623
 AB6623  HISTORY     - Date     Condition        Report By
 AB6623  HISTORY     - 1995     MONUMENTED       NGS
 AB6623  HISTORY     - 19990828 GOOD             USPSQD
 AB6623
 AB6623                          STATION DESCRIPTION
 AB6623
 AB6623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6623'THE STATION IS LOCATED ABOUT 61.0 MI (98.2 KM) SOUTHWEST OF FORT
 AB6623'WORTH, 12.0 MI (19.3 KM) NORTHEAST OF DUBLIN, 0.6 MI (1.0 KM) EAST OF
 AB6623'STEPHENVILLE AND AT THE STEPHENVILLE (CLARK FIELD) MUNICIPAL AIRPORT
 AB6623'IN THE GRASS NEAR THE APPROACH END OF RUNWAY 03.  OWNERSHIP--CITY OF
 AB6623'STEPHENVILLE, 354 NORTH BELKNAP STREET, STEPHENVILLE, TX.  76401.
 AB6623'AIRPORT MANAGER IS J.  EDWIN FITZGERALD, PHONE (817) 965-2795.  TO
 AB6623'REACH THE STATION FROM THE JUCTION OF US HIGHWAYS 281 AND 387 AT THE
 AB6623'EAST EDGE OF STEPHENVILLE, GO SOUTH ON US HIGHWAY 281 FOR 0.1 MI (0.2
 AB6623'KM) TO A PAVED ROAD LEFT (JUST PAST A MOTEL) , TURN LEFT AND GO
 AB6623'NORTHEAST ON THE PAVED ROAD FOR 0.3 MI (0.5 KM) TO A FORK, BEAR LEFT
 AB6623'AND GO NORTH NORTHEAST ON A PAVED ROAD 0.05 MI (0.08 KM) TO A PAVED
 AB6623'RAMP LEFT, TURN LEFT AND GO NORTHWEST ON THE RAMP FOR 0.05 MI (0.08
 AB6623'KM) TO A TAXIWAY ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON THE
 AB6623'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE JUCTION OF A TAXIWAY, TURN RIGHT
 AB6623'AND GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO THE
 AB6623'INTERSECTION OF RUNWAY 03/21, TURN RIGHT AND GO SOUTHWEST ON RUNWAY
 AB6623'03/21 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT AND ABOUT 2.0 FT
 AB6623'(0.6 M) HIGHER THAN THE RUNWAY.  THE STATION IS 147.0 FT (44.8 M)
 AB6623'NORTHWEST OF THE RUNWAY CENTER AND 106.5 FT (32.5 M) SOUTHEAST OF A
 AB6623'WITNESS POST IN A FENCELINE.  DRL.  THIS IS AN AIRPORT SAC STATION.
 AB6623
 AB6623                          STATION RECOVERY (1999)
 AB6623
 AB6623'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB6623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1494 ***********************************************************************
 DN1494  DESIGNATION -  SERVICE
 DN1494  PID         -  DN1494
 DN1494  STATE/COUNTY-  TX/WISE
 DN1494  USGS QUAD   -  ALVORD (1976)
 DN1494
 DN1494                         *CURRENT SURVEY CONTROL
 DN1494  ___________________________________________________________________
 DN1494* NAD 83(1993)-  33 19 55.03151(N)    097 44 36.17021(W)     ADJUSTED  
 DN1494* NAVD 88     -       277.1    (meters)     909.     (feet)  VERTCON   
 DN1494  ___________________________________________________________________
 DN1494  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DN1494  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DN1494
 DN1494  HORZ ORDER  -  THIRD
 DN1494
 DN1494.The horizontal coordinates were established by classical geodetic methods
 DN1494.and adjusted by the National Geodetic Survey in February 1996..
 DN1494
 DN1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1494
 DN1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1494
 DN1494.The geoid height was determined by GEOID03.
 DN1494
 DN1494;                    North         East     Units Scale Factor Converg.
 DN1494;SPC TXNC     - 2,184,918.046   670,433.803   MT  0.99988455   +0 24 45.6
 DN1494;SPC TXNC     - 7,168,351.96  2,199,581.57   sFT  0.99988455   +0 24 45.6
 DN1494;UTM  14      - 3,688,793.069   616,950.337   MT  0.99976863   +0 41 26.1
 DN1494
 DN1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1494!SPC TXNC     -   0.99996078  x   0.99988455  =   0.99984533
 DN1494!UTM  14      -   0.99996078  x   0.99976863  =   0.99972942
 DN1494
 DN1494                          SUPERSEDED SURVEY CONTROL
 DN1494
 DN1494  NAD 83(1993)-  33 19 55.03287(N)    097 44 36.16368(W) AD(       ) 3
 DN1494  NAD 83(1986)-  33 19 55.03580(N)    097 44 36.15612(W) AD(       ) 3
 DN1494  NGVD 29 (07/26/91)  277.0    (m)          909.     (f) VERT ANG       
 DN1494
 DN1494.Superseded values are not recommended for survey control.
 DN1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1494.See file dsdata.txt to determine how the superseded data were derived.
 DN1494
 DN1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1695088793(NAD 83)
 DN1494_MARKER: DS = TRIANGULATION STATION DISK
 DN1494_SETTING: 0 = UNSPECIFIED SETTING
 DN1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1494
 DN1494  HISTORY     - Date     Condition        Report By
 DN1494  HISTORY     - 1958     MONUMENTED       USGS
 DN1494
 DN1494                          STATION DESCRIPTION
 DN1494
 DN1494'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1494'STATION IS LOCATED IN WISE COUNTY, TEXAS, APPROXIMATELY 3 MI. SW. OF
 DN1494'ALVORD AND 4.5 MI. NE. OF CHICO (AIRLINE), ABOUT 4.2 MI. W. OF
 DN1494'FM 1655, ON A GRASSY KNOLL S. OF GRAVEL RD.
 DN1494'
 DN1494'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST,
 DN1494'STAMPED---SERVICE-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0649 ***********************************************************************
 EN0649  DESIGNATION -  SETTLERS
 EN0649  PID         -  EN0649
 EN0649  STATE/COUNTY-  TX/CHILDRESS
 EN0649  USGS QUAD   -  ARLIE (1984)
 EN0649
 EN0649                         *CURRENT SURVEY CONTROL
 EN0649  ___________________________________________________________________
 EN0649* NAD 83(1993)-  34 40 29.85752(N)    100 06 20.55655(W)     ADJUSTED  
 EN0649* NAVD 88     -       538.     (meters)    1765.     (feet)  SCALED    
 EN0649  ___________________________________________________________________
 EN0649  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 EN0649  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EN0649
 EN0649  HORZ ORDER  -  FIRST
 EN0649
 EN0649.The horizontal coordinates were established by classical geodetic methods
 EN0649.and adjusted by the National Geodetic Survey in February 1996..
 EN0649
 EN0649.The orthometric height was scaled from a topographic map.
 EN0649
 EN0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0649
 EN0649.The geoid height was determined by GEOID03.
 EN0649
 EN0649;                    North         East     Units Scale Factor Converg.
 EN0649;SPC TX N     - 1,075,780.337   327,778.475   MT  0.99999431   +0 48 28.9
 EN0649;SPC TX N     - 3,529,455.99  1,075,386.55   sFT  0.99999431   +0 48 28.9
 EN0649;UTM  14      - 3,837,554.499   398,702.521   MT  0.99972647   -0 37 44.8
 EN0649
 EN0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0649!SPC TX N     -   0.99991993  x   0.99999431  =   0.99991424
 EN0649!UTM  14      -   0.99991993  x   0.99972647  =   0.99964642
 EN0649
 EN0649|---------------------------------------------------------------------|
 EN0649| PID    Reference Object                     Distance      Geod. Az  |
 EN0649|                                                           dddmmss.s |
 EN0649| CX8624 SETTLERS RM 1                        27.158 METERS 00427     |
 EN0649| EM1040 HOLLIS WEST MUNICIPAL TANK          APPROX.16.8 KM 0870647.8 |
 EN0649| EM1036 HOLLIS EAST MUNICIPAL TANK          APPROX.17.9 KM 0881242.9 |
 EN0649| EM1041 HOLLIS COMM TV SYS MAST             APPROX.19.2 KM 0882331.7 |
 EN0649| CX8173 SETTLERS AZ MK                                     0940859.0 |
 EN0649| CX8623 SETTLERS AZ MK 2                                   0964145.6 |
 EN0649| CX8625 SETTLERS RM 2                        74.426 METERS 24414     |
 EN0649|---------------------------------------------------------------------|
 EN0649
 EN0649                          SUPERSEDED SURVEY CONTROL
 EN0649
 EN0649  NAD 83(1993)-  34 40 29.85754(N)    100 06 20.55649(W) AD(       ) 1
 EN0649  NAD 83(1986)-  34 40 29.86285(N)    100 06 20.54895(W) AD(       ) 1
 EN0649  NAD 27      -  34 40 29.64726(N)    100 06 19.15238(W) AD(       ) 1
 EN0649
 EN0649.Superseded values are not recommended for survey control.
 EN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0649.See file dsdata.txt to determine how the superseded data were derived.
 EN0649
 EN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9870337554(NAD 83)
 EN0649_MARKER: DS = TRIANGULATION STATION DISK
 EN0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0649
 EN0649  HISTORY     - Date     Condition        Report By
 EN0649  HISTORY     - 1967     MONUMENTED       CGS
 EN0649  HISTORY     - 1969     GOOD             CGS
 EN0649
 EN0649                          STATION DESCRIPTION
 EN0649
 EN0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0649'THE STATION IS ABOUT 18-1/4 MILES NORTH-NORTHEAST OF CHILDRESS,
 EN0649'13-1/2 MILES SOUTH-SOUTHEAST OF WELLINGTON, IN PASTURE LAND ON THE
 EN0649'NORTH SIDE OF U.S. HIGHWAY 62.  THE STATION IS ON PROPERTY OWNED BY
 EN0649'MR. D.R. NARON.
 EN0649'
 EN0649'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287, 83 AND
 EN0649'62 IN THE WEST EDGE OF CHILDRESS, GO NORTH ON HIGHWAYS 83 AND 62 FOR
 EN0649'9.7 MILES TO THE NORTH END OF A BRIDGE OVER THE RED RIVER.
 EN0649'CONTINUE NORTH ON THE HIGHWAYS FOR 6.9 MILES TO WHERE THE HIGHWAYS
 EN0649'SEPERATE.  TURN RIGHT AND GO EAST ON HIGHWAY 62 FOR 4.8 MILES TO A
 EN0649'METAL GATE AND A TRACK ROAD ON THE LEFT.  (TO REACH THE AZIMUTH
 EN0649'MARK FROM THIS POINT, CONTINUE EAST ON THE HIGHWAY FOR 0.65 MILES
 EN0649'TO CONCRETE CULVERT AND THE MARK ON THE LEFT.) TURN LEFT AND GO
 EN0649'NORTHEAST ACROSS PASTURE FOR ABOUT 100 YARDS TO THE STATION.
 EN0649'
 EN0649'STATION MARK IS A STANDARD DISK, STAMPED SETTLERS 1967, SET IN THE
 EN0649'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH
 EN0649'WITH THE GROUND.  IT IS 306.0 FEET NORTHEAST OF THE EAST GATE POST
 EN0649'OF THE METAL GATE, 259.0 FEET NORTH OF THE CENTERLINE OF U.S.
 EN0649'HIGHWAY 62, 8.0 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 7.3 FEET
 EN0649'WEST OF A WITNESS POST.  THE UNDERGROUND MARK IS 36 INCHES BELOW
 EN0649'THE GROUND SURFACE.
 EN0649'
 EN0649'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SETTLERS NO 1 1967, SET
 EN0649'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0649'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 87.5 FEET NORTH OF THE
 EN0649'WITNESS POST AND 1.0 FEET WEST OF THE NORTH-SOUTH FENCE.  THE MARK
 EN0649'IS ABOUT THE SAME ELEVATION AS THE STATION.
 EN0649'
 EN0649'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SETTLERS NO 2 1967, SET
 EN0649'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0649'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 153.0 FEET NORTH OF THE
 EN0649'CENTERLINE OF THE HIGHWAY, 102.0 FEET NORTH OF THE EAST GATE POST
 EN0649'OF THE GATE AND 1.0 FEET EAST OF A FENCE.  THE MARK IS ABOUT 2
 EN0649'FEET LOWER THAN THE STATION.
 EN0649'
 EN0649'AZIMUTH MARK IS A STANDARD DISK, STAMPED SETTLERS 1967, CEMENTED IN
 EN0649'A DRILL HOLE IN THE TOP AND NEAR THE CENTER OF THE NORTH ABUTMENT
 EN0649'OF A CONCRETE CULVERT.  IT IS 39.0 FEET SOUTH OF THE NORTH
 EN0649'RIGHT-OF-WAY FENCE, 22.0 FEET NORTH OF THE CENTERLINE OF U.S.
 EN0649'HIGHWAY 62 AND 5.7 FEET WEST OF A WITNESS POST.
 EN0649'
 EN0649'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 EN0649'A GREAT DIFFERENCE IN ELEVATION AND DISTANCE.
 EN0649'
 EN0649'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EN0649
 EN0649                          STATION RECOVERY (1969)
 EN0649
 EN0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EN0649'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EN0649'CONDITION.  THE AZIMUTH MARK WAS FOUND IN THE WAY OF CONSTRUCTION
 EN0649'OF THE ROAD SO A NEW AZIMUTH MARK WAS ESTABLISHED AT THE REQUEST OF
 EN0649'THE STATE HIGHWAY DEPARTMENT AND THE 1967 AZIMUTH MARK WAS
 EN0649'DESTROYED.
 EN0649'
 EN0649'AZIMUTH MARK 1969, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 EN0649'POST AND STAMPED SETTLERS 1967 1969, IS 82 FEET NORTH OF THE
 EN0649'CENTERLINE OF U.S. HIGHWAY 62, 6 FEET WEST OF A NORTH-SOUTH FENCE,
 EN0649'1 FOOT WEST OF OF A METAL WITNESS POST AND ON THE HIGHWAY RIGHT OF
 EN0649'WAY.  THE MARK PROJECTS 6 INCHES.
 EN0649'
 EN0649'THE 1967 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 EN0649'
 EN0649'TO REACH THE AZIMUTH MARK FROM STATION, GO EAST ON U.S. HIGHWAY 62
 EN0649'FOR 0.3 MILE TO MARK ON LEFT ( NORTH) SIDE OF HIGHWAY AS DESCRIBED.
 EN0649'
 EN0649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13-1/2 MI. SE OF
 EN0649'WELLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0491 ***********************************************************************
 AM0491  DESIGNATION -  SEVEN MILE
 AM0491  PID         -  AM0491
 AM0491  STATE/COUNTY-  TX/MATAGORDA
 AM0491  USGS QUAD   -  DRESSING POINT (1973)
 AM0491
 AM0491                         *CURRENT SURVEY CONTROL
 AM0491  ___________________________________________________________________
 AM0491* NAD 83(1993)-  28 43 31.10511(N)    095 51 54.29019(W)     ADJUSTED  
 AM0491* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AM0491  ___________________________________________________________________
 AM0491  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AM0491  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AM0491
 AM0491  HORZ ORDER  -  THIRD
 AM0491
 AM0491.The horizontal coordinates were established by classical geodetic methods
 AM0491.and adjusted by the National Geodetic Survey in February 1996..
 AM0491
 AM0491.The orthometric height was scaled from a topographic map.
 AM0491
 AM0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0491
 AM0491.The geoid height was determined by GEOID03.
 AM0491
 AM0491;                    North         East     Units Scale Factor Converg.
 AM0491;SPC TXSC     - 4,102,960.398   906,205.872   MT  0.99991942   +1 32 09.0
 AM0491;SPC TXSC     -13,461,129.24  2,973,110.43   sFT  0.99991942   +1 32 09.0
 AM0491;UTM  15      - 3,180,917.297   220,143.551   MT  1.00056665   -1 22 40.4
 AM0491
 AM0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0491!SPC TXSC     -   1.00000386  x   0.99991942  =   0.99992328
 AM0491!UTM  15      -   1.00000386  x   1.00056665  =   1.00057052
 AM0491
 AM0491                          SUPERSEDED SURVEY CONTROL
 AM0491
 AM0491  NAD 83(1986)-  28 43 31.11360(N)    095 51 54.27134(W) AD(       ) 3
 AM0491  NAD 27      -  28 43 30.16400(N)    095 51 53.40500(W) AD(       ) 3
 AM0491
 AM0491.Superseded values are not recommended for survey control.
 AM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0491.See file dsdata.txt to determine how the superseded data were derived.
 AM0491
 AM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM2014480917(NAD 83)
 AM0491_MARKER: S = SPIKE
 AM0491_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AM0491_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AM0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0491+STABILITY: SURFACE MOTION
 AM0491
 AM0491  HISTORY     - Date     Condition        Report By
 AM0491  HISTORY     - 1856     MONUMENTED       CGS
 AM0491  HISTORY     - 1934     GOOD             CGS
 AM0491  HISTORY     - 1937     GOOD             TSI
 AM0491  HISTORY     - 1947     GOOD             CGS
 AM0491  HISTORY     - 1969     GOOD             CGS
 AM0491  HISTORY     - 20060528 MARK NOT FOUND   GEOCAC
 AM0491
 AM0491                          STATION DESCRIPTION
 AM0491
 AM0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1856 (SAG)
 AM0491'ON THE N SIDE OF MATAGORDA BAY, ON THE HIGHEST PART OF WHAT IS
 AM0491'LOCALLY KNOWN AS HOG ISLAND MOTT, ABOUT 1 MILE NE OF CHRIS.
 AM0491'SHIPPRIANS HOUSE, 300 YARDS BACK FROM THE BAY SHORE.
 AM0491'
 AM0491'THE STATION IS MARKED WITH BOTH UNDERGROUND AND SURFACE MARKS.
 AM0491'THE UNDERGROUND MARK IS A BOTTLE PLACED 3 FEET BELOW THE
 AM0491'SURFACE, COVERED WITH 6 INCHES OF SAND, ON WHICH RESTS A 4-INCH
 AM0491'TILE, 2 FEET LONG, FLANGE DOWN, FILLED WITH AND INCASED IN
 AM0491'(A CYLINDER OF) CONCRETE (30 INCHES IN DIAMETER).  ON THE TOP
 AM0491'SURFACE OF THE CONCRETE C.G.S. 1906 IS INSCRIBED.  A SPIKE IN
 AM0491'THE CENTER OF THE TILE MARKS THE STATION.
 AM0491'
 AM0491'THE REFERENCE MARKS ARE VERTICAL IRON TROUGHS 26 INCHES LONG,
 AM0491'WITH A FLAT, SQUARE FLANGE FOR A BASE, AND AT THE TOP HAS
 AM0491'A FLAT TRIANGULAR FLANGE 16 CENTIMETERS ON EACH SIDE WITH A
 AM0491'RAISED TRIANGULAR PYRAMID.  ON THE FACES OF THE PYRAMID ARE THE
 AM0491'RAISED LETTERS U.S.C.S.  THERE ARE THREE REFERENCE MARKS, ONE
 AM0491'TO THE N 1.82 METERS, ONE TO THE E 2.75 METERS, AND ONE TO THE
 AM0491'W 1.80 METERS FROM THE STATION.
 AM0491
 AM0491                          STATION RECOVERY (1934)
 AM0491
 AM0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0491'STATION IS LOCATED ABOUT 1-3/4 MILES ENE FROM THE VILLAGE OF
 AM0491'GULF, ON THE N SHORE OF MATAGORDA BAY, ON A RIDGE ABOUT 200
 AM0491'METERS NW FROM THE BAY SHORE, AND 30 METERS NE FROM THE
 AM0491'NE END OF A MOTT OF TREES RUNNING ENE AND WSW.
 AM0491'
 AM0491'THE FOLLOWING REFERENCE MARKS WERE RECOVERED--R.M.-1.82 METERS N
 AM0491'OF N OF STATION.  R.M. -1.80 METERS W OF STATION.  REFERENCE
 AM0491'MARKS ARE IRON TRIANGLES.
 AM0491'
 AM0491'A U.S.E. BENCH MARK, MARKED BY A TILE FILLED WITH CONCRETE
 AM0491'WITH A SQUARE-HEADED BOLT FOR THE CENTER, WAS FOUND 100 METERS
 AM0491'ENE OF THE STATION.
 AM0491'
 AM0491'STATION IS MARKED BY A JOINT OF TILE SET IN CONCRETE WITH A
 AM0491'NAIL MARKING THE CENTER.
 AM0491'
 AM0491'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AM0491
 AM0491                          STATION RECOVERY (1937)
 AM0491
 AM0491'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AM0491'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AM0491
 AM0491                          STATION RECOVERY (1947)
 AM0491
 AM0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0491'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  STATION
 AM0491'MONUMENT IS FLUSH WITH THE GROUND AND IS LOCATED 155 FEET N
 AM0491'OF THE N BANK OF THE CANAL, OPPOSITE U.S.E. TRAVERSE STATION
 AM0491'415+500.
 AM0491'
 AM0491'THE TWO REFERENCE MARKS PROJECT ABOUT 2 INCHES ABOVE GROUND.
 AM0491
 AM0491                          STATION RECOVERY (1969)
 AM0491
 AM0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0491'STATION NOT OCCUPIED.
 AM0491'
 AM0491'THE STATION SITE WAS VISITED AND THE STATION MARK AND THREE
 AM0491'IRON REFERENCE MARKS AS DESCRIBED IN THE 1856 DESCRIPTION
 AM0491'WERE RECOVERED IN GOOD CONDITION.  A MORE COMPLETE DESCRIPTION
 AM0491'FOLLOWS--
 AM0491'
 AM0491'THE STATION IS LOCATED 8-1/2 MILES SOUTHEAST OF WADSWORTH,
 AM0491'6-2/3 MILES EAST-NORTHEAST OF MATAGORDA, 0.8 MILE EAST OF TALL
 AM0491'MAST AND PUMPING STATION AND ON THE NORTH BANK OF THE INTRACOASTAL
 AM0491'WATERWAY NEAR STATION 415 + 500 ON ABOUT THE HIGHEST GROUND
 AM0491'IN THE VICINITY.
 AM0491'
 AM0491'TO REACH THE STATION FROM THE POST OFFICE IN WADSWORTH, GO
 AM0491'SOUTHERLY ON STATE HIGHWAY 60 FOR 1.4 MILES TO A SIDE ROAD RIGHT,
 AM0491'FARM ROAD 521, CONTINUE SOUTHERLY ON S.H. 60 FOR 4.2 MILES TO
 AM0491'CROSS ROADS AT SMALL COMMUNITY.  TURN LEFT AND GO EASTERLY ON
 AM0491'PAVED ROAD FOR 0.8 MILE TO THE END OF THE PAVEMENT.  CONTINUE
 AM0491'EASTERLY ON GRAVEL ROAD FOR 1.4 MILES TO POINT WHERE PAVEMENT
 AM0491'BEGINS, CONTINUE EASTERLY 0.7 MILE TO T-JUNCTION AND POINT
 AM0491'WHERE PAVED ROAD GOES RIGHT.  TURN LEFT AND GO NORTH ON SHELL
 AM0491'ROAD FOR 0.2 MILE TO FORK JUST AFTER CROSSING CATTLE GUARD.
 AM0491'TAKE THE RIGHT FORK, PASS THROUGH ALUMINUM GATE AND GO EASTERLY
 AM0491'ON SHELL ROAD FOR 1.35 MILES TO FORK, TAKE THE RIGHT FORK
 AM0491'AND GO SOUTHERLY ON SHELL ROAD FOR 2.55 MILE TO DIM TRACK
 AM0491'ROAD LEFT ABOUT 0.1 MILE BEFORE REACHING THE END OF THE SHELL
 AM0491'ROAD AT GATE TO PUMPING STATION.  TURN LEFT AND GO EASTERLY
 AM0491'ON TRACK ROAD TO NORTHEAST CORNER OF FENCE AROUND PUMPING
 AM0491'STATION, 0.15 MILE.  THENCE EASTERLY ACROSS COUNTRY KEEPING
 AM0491'ON HIGH GROUND TO CANAL BANK AND THEN EAST-NORTHEAST ALONG
 AM0491'CANAL 0.8 MILE TO THE STATION.
 AM0491'
 AM0491'THE STATION MARK IS A NAIL SET IN THE TOP CENTER OF CONCRETE
 AM0491'FILLED TILE THAT IS IN TURN SET IN THE CENTER OF A CONCRETE
 AM0491'POST 30 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS
 AM0491'IN ABOUT THE CENTER OF OPEN AREA ON GRASS AND BRUSH COVERED
 AM0491'KNOLL, 107 FEET NORTH OF THE NORTH BANK OF THE INTRACOASTAL
 AM0491'WATERWAY AND 2 FEET NORTH OF METAL WITNESS POST WITH SIGN.
 AM0491'
 AM0491'THERE ARE THREE CAST IRON REFERENCE MARKS, TRIANGULAR IN
 AM0491'SHAPE AND EACH PROJECTING ABOUT 2 INCHES.  ONE IS NORTH OF THE
 AM0491'STATION 1.82 METERS, ONE IS EAST OF THE STATION 2.75 METERS
 AM0491'AND ONE IS WEST OF THE STATION 1.80 METERS.
 AM0491'
 AM0491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-2/3
 AM0491'MILES EAST-NORTHEAST OF MATAGORDA
 AM0491
 AM0491                          STATION RECOVERY (2006)
 AM0491
 AM0491'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AM0491'WILLIAMS COMPANY CENTERED PIPELINE CORRIDOR OVER STATION. STATION
 AM0491'APPEARS TO HAVE BEEN DESTROYED DURING CONSTRUCTION OF HIGH PRESSURE
 AM0491'GAS PIPLINES. FOUND VERY OLD 6 INCH IRON SPIKE WITH OLD CLOTH FLAGGING
 AM0491'WRAPPED AROUND HEAD LAYING ON SIDE 4 INCHES DEEP AT STATION LOCATION.
 AM0491'RETURNED SPIKE TO ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0872 ***********************************************************************
 BP0872  DESIGNATION -  SEVEN MILE
 BP0872  PID         -  BP0872
 BP0872  STATE/COUNTY-  TX/PECOS
 BP0872  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0872
 BP0872                         *CURRENT SURVEY CONTROL
 BP0872  ___________________________________________________________________
 BP0872* NAD 83(1993)-  30 55 40.38090(N)    102 45 57.04061(W)     ADJUSTED  
 BP0872* NAVD 88     -       974.1    (meters)    3196.     (feet)  VERTCON   
 BP0872  ___________________________________________________________________
 BP0872  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BP0872  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0872
 BP0872  HORZ ORDER  -  FIRST
 BP0872
 BP0872.The horizontal coordinates were established by classical geodetic methods
 BP0872.and adjusted by the National Geodetic Survey in February 1996..
 BP0872
 BP0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0872
 BP0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0872
 BP0872.The geoid height was determined by GEOID03.
 BP0872
 BP0872;                    North         East     Units Scale Factor Converg.
 BP0872;SPC TX C     - 3,142,353.602   467,555.986   MT  0.99988256   -1 15 10.4
 BP0872;SPC TX C     -10,309,538.44  1,533,973.26   sFT  0.99988256   -1 15 10.4
 BP0872;UTM  13      - 3,423,749.440   713,472.063   MT  1.00016216   +1 08 55.3
 BP0872
 BP0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0872!SPC TX C     -   0.99985074  x   0.99988256  =   0.99973332
 BP0872!UTM  13      -   0.99985074  x   1.00016216  =   1.00001288
 BP0872
 BP0872|---------------------------------------------------------------------|
 BP0872| PID    Reference Object                     Distance      Geod. Az  |
 BP0872|                                                           dddmmss.s |
 BP0872| CI0460 SEVEN MILE RM 1                      51.688 METERS 10747     |
 BP0872| CI0459 SEVEN MILE AZ MK                                   1732146.4 |
 BP0872| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX.12.1 KM 2492814.8 |
 BP0872| BP0882 FORT STOCKTON MUNICIPAL TANK W      APPROX.13.3 KM 2495615.2 |
 BP0872| CI0461 SEVEN MILE RM 2                      53.246 METERS 34951     |
 BP0872|---------------------------------------------------------------------|
 BP0872
 BP0872                          SUPERSEDED SURVEY CONTROL
 BP0872
 BP0872  NAD 83(1986)-  30 55 40.38299(N)    102 45 57.03387(W) AD(       ) 1
 BP0872  NAD 27      -  30 55 39.83300(N)    102 45 55.48600(W) AD(       ) 1
 BP0872  NGVD 29 (07/19/86)  973.8    (m)         3195.     (f) VERT ANG       
 BP0872
 BP0872.Superseded values are not recommended for survey control.
 BP0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0872.See file dsdata.txt to determine how the superseded data were derived.
 BP0872
 BP0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ1347223749(NAD 83)
 BP0872_MARKER: DS = TRIANGULATION STATION DISK
 BP0872_SETTING: 0 = UNSPECIFIED SETTING
 BP0872
 BP0872  HISTORY     - Date     Condition        Report By
 BP0872  HISTORY     - 1935     MONUMENTED       CGS
 BP0872  HISTORY     - 1938     GOOD             CGS
 BP0872  HISTORY     - 1943     GOOD             CGS
 BP0872
 BP0872                          STATION DESCRIPTION
 BP0872
 BP0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0872'THIS STATION IS ABOUT 7 MILES NORTHEAST OF FT. STOCKTON,
 BP0872'TEX., ON THE HIGHEST POINT AND CENTRAL SECTION OF A HILL KNOWN
 BP0872'LOCALLY AS SEVEN MILE BUTTE, AND THE MARK PROJECTS 8 INCHES.
 BP0872'
 BP0872'R.M. 1 IS EAST-SOUTHEAST OF THE STATION.
 BP0872'
 BP0872'R.M. 2 IS NORTH-NORTHWEST OF THE STATION.
 BP0872'
 BP0872'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, NEAR THE
 BP0872'SOUTHERN EDGE OF THE MESA THE STATION IS ON, AND PROJECTS 12
 BP0872'INCHES.
 BP0872'
 BP0872'THE STATION IS REACHED FROM THE HIGHWAY INTERSECTION ON THE MAIN
 BP0872'STREET ABOUT 100 YARDS SOUTHWEST OF THE DEPOT IN FT. STOCKTON
 BP0872'BY GOING EASTERLY ON U.S. HIGHWAY 290 (THE MAIN HIGHWAY TOWARD
 BP0872'SAN ANGELO) FOR 7.0 MILES.  TURN LEFT ACROSS A CATTLE GUARD, KEEP
 BP0872'THE MAIN TRACKS PASSING TO THE EAST OF A HOUSE AND BUILDINGS,
 BP0872'AND GO NORTHERLY 0.7 MILE, THEN LEFT AND GO WEST 0.3 MILE.  AT A
 BP0872'ROAD Y-INTERSECTION TURN NORTH AND FOLLOW A GOOD TRACK ROAD
 BP0872'NORTHERLY FOR 1.3 MILES TO A WINDMILL AT THE BASE OF A MESA
 BP0872'AND THE END OF THE TRUCK TRAVEL.  FROM HERE PACK NORTH UP THE
 BP0872'SOUTHERN SIDE OF THE MESA, THEN GO NORTHERLY ABOUT 0.3 MILE
 BP0872'TO THE HIGHEST POINT AND THE STATION.
 BP0872'
 BP0872'A TEN-MINUTE PACK.
 BP0872'
 BP0872'ALL OF THE OBJECTS ARE VISIBLE FROM THE GROUND.
 BP0872
 BP0872                          STATION RECOVERY (1938)
 BP0872
 BP0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACR)
 BP0872'ORIGINAL DESCRIPTION IS ALRIGHT.
 BP0872
 BP0872                          STATION RECOVERY (1943)
 BP0872
 BP0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0872'THE STATION IS ABOUT 8 MILES EAST NORTHEAST OF FT. STOCKTON,
 BP0872'TEX., ON THE HIGHEST POINT AND CENTRAL SECTION OF A HILL KNOWN
 BP0872'LOCALLY AS SEVEN MILE BUTTE.
 BP0872'
 BP0872'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 BP0872'290 IN FT. STOCKTON, GO EASTERLY ON U.S. 290 FOR 4.35 MILES,
 BP0872'THENCE LEFT ON SURFACED T ROAD 0.7 MILE TO T-INTERSECTION.
 BP0872'TURN RIGHT ON GRADED ROAD FOR 1.6 MILES TO FORKS.  THENCE LEFT
 BP0872'ON TRACKS ROAD TOWARD MESA TO NORTH FOR 1.2 MILES TO WINDMILL
 BP0872'AT BASE OF MESA.  FROM WINDMILL FOLLOW STEEP CATTLE TRAIL TO
 BP0872'RIM OF MESA.  THE STATION IS ABOUT 0.3 MILE NORTH NORTHEAST OF
 BP0872'THIS POINT.
 BP0872'
 BP0872'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE ROADS HAVE BEEN
 BP0872'CHANGED SINCE 1935, SO THE ABOVE DESCRIPTION SHOULD BE SUBSTITUTED
 BP0872'FOR THE ORIGINAL.
 BP0872'
 BP0872'THE STATION MARK IS A STANDARD DISC SET IN CONCRETE IN TOP OF
 BP0872'A TILE WHICH PROJECTS ABOUT 8 INCHES ABOVE GROUND LEVEL.  IT IS
 BP0872'STAMPED SEVEN MILE 1935.
 BP0872'
 BP0872'REFERENCE MARK NO. 1 IS A STANDARD DISC WEDGED IN A DRILL HOLE
 BP0872'IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS STAMPED
 BP0872'SEVEN MILE NO 1 1935.
 BP0872'
 BP0872'REFERENCE MARK NO. 2 IS A STANDARD DISC WEDGED IN A DRILL HOLE
 BP0872'IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS STAMPED
 BP0872'SEVEN MILE NO 2 1935.
 BP0872'
 BP0872'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION.
 BP0872'IT IS A STANDARD DISC SET IN CONCRETE IN THE TOP OF A TILE WHICH
 BP0872'PROJECTS ABOUT 10 INCHES ABOVE GROUND LEVEL.
 BP0872'
 BP0872'IT IS STAMPED SEVEN MILE 1935.
 BP0872'
 BP0872'ALL OBSERVATIONS WERE TAKEN FROM A 4 FOOT WOODEN STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0831 ***********************************************************************
 DO0831  DESIGNATION -  SEYMOUR
 DO0831  PID         -  DO0831
 DO0831  STATE/COUNTY-  TX/BAYLOR
 DO0831  USGS QUAD   -  SEYMOUR EAST (1966)
 DO0831
 DO0831                         *CURRENT SURVEY CONTROL
 DO0831  ___________________________________________________________________
 DO0831* NAD 83(1993)-  33 35 22.41384(N)    099 14 55.65249(W)     ADJUSTED  
 DO0831* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 DO0831  ___________________________________________________________________
 DO0831  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DO0831  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DO0831
 DO0831  HORZ ORDER  -  SECOND
 DO0831
 DO0831.The horizontal coordinates were established by classical geodetic methods
 DO0831.and adjusted by the National Geodetic Survey in February 1996..
 DO0831
 DO0831.The orthometric height was scaled from a topographic map.
 DO0831
 DO0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0831
 DO0831.The geoid height was determined by GEOID03.
 DO0831
 DO0831;                    North         East     Units Scale Factor Converg.
 DO0831;SPC TXNC     - 2,213,481.006   530,498.433   MT  0.99991658   -0 24 30.2
 DO0831;SPC TXNC     - 7,262,062.27  1,740,476.94   sFT  0.99991658   -0 24 30.2
 DO0831;UTM  14      - 3,716,676.385   476,914.626   MT  0.99960657   -0 08 15.5
 DO0831
 DO0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0831!SPC TXNC     -   0.99994149  x   0.99991658  =   0.99985807
 DO0831!UTM  14      -   0.99994149  x   0.99960657  =   0.99954808
 DO0831
 DO0831|---------------------------------------------------------------------|
 DO0831| PID    Reference Object                     Distance      Geod. Az  |
 DO0831|                                                           dddmmss.s |
 DO0831| CX8628 SEYMOUR RM 1                         24.381 METERS 09434     |
 DO0831| CX8629 SEYMOUR RM 2                         27.942 METERS 22845     |
 DO0831| DO0835 SEYMOUR COURTHOUSE DOME             APPROX. 1.2 KM 2580623.2 |
 DO0831| CX8627 SEYMOUR AZ MK                                      2590757.7 |
 DO0831| DO0836 SEYMOUR MUNICIPAL TANK              APPROX. 0.6 KM 3401650.9 |
 DO0831| DO0832 SEYMOUR MAGNETIC STATION 1935         0.656 METERS 34704     |
 DO0831|---------------------------------------------------------------------|
 DO0831
 DO0831                          SUPERSEDED SURVEY CONTROL
 DO0831
 DO0831  NAD 83(1993)-  33 35 22.41493(N)    099 14 55.65292(W) AD(       ) 2
 DO0831  NAD 83(1986)-  33 35 22.42210(N)    099 14 55.64307(W) AD(       ) 2
 DO0831  NAD 27      -  33 35 22.07900(N)    099 14 54.38000(W) AD(       ) 2
 DO0831
 DO0831.Superseded values are not recommended for survey control.
 DO0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0831.See file dsdata.txt to determine how the superseded data were derived.
 DO0831
 DO0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7691516676(NAD 83)
 DO0831_MARKER: DS = TRIANGULATION STATION DISK
 DO0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0831+STABILITY: SURFACE MOTION
 DO0831
 DO0831  HISTORY     - Date     Condition        Report By
 DO0831  HISTORY     - 1935     MONUMENTED       CGS
 DO0831  HISTORY     - 1962     GOOD             USGS
 DO0831  HISTORY     - 1963     GOOD             CGS
 DO0831  HISTORY     - 1965     GOOD             CGS
 DO0831  HISTORY     - 1978     MARK NOT FOUND   DMA
 DO0831  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 DO0831
 DO0831                          STATION DESCRIPTION
 DO0831
 DO0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0831'STATION IS LOCATED ON THE E SIDE OF SEYMOUR, 1.0 MILE E OF
 DO0831'COURTHOUSE, ON CITY PARK PROPERTY, ON BLUFF OVERLOOKING THE
 DO0831'CITY SWIMMING POOL.  MARK IS ON LEVEL GROUND ON THE SW PART
 DO0831'OF BLUFF.
 DO0831'
 DO0831'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0831'BRONZE DISKS SET IN CONCRETE.
 DO0831'
 DO0831'REFERENCE MARK NO. 1 IS ON BREAK OF E SLOPE.
 DO0831'
 DO0831'REFERENCE MARK NO. 2 IS ON BREAK OF SW SLOPE.
 DO0831'
 DO0831'AZIMUTH MARK IS 45 FEET N OF E-W ROAD, 35 FEET E OF N-S
 DO0831'ROAD, 18 FEET NE OF POWER LINE POLE, 0.7 MILE W OF STATION.
 DO0831'REACHED FROM STATION BY RETURNING TO T-ROAD LEADING INTO
 DO0831'PARK.  FOLLOW ROAD MENTIONED IN DESCRIPTION BACK 0.6 MILE
 DO0831'TO AZIMUTH ON NE CORNER OF STREET INTERSECTION.
 DO0831'
 DO0831'STATION IS REACHED FROM THE N SIDE OF COURTHOUSE IN SEYMOUR
 DO0831'BY GOING DUE E FOR 0.80 MILE, THENCE LEFT (N) ON T-ROAD.
 DO0831'GO 0.15 MILE TO OLD FAIR GROUNDS BUILDING ON THE RIGHT.
 DO0831'STATION IS 500 FEET SW OF THIS BUILDING IN LINE WITH PARK
 DO0831'BATHHOUSE.
 DO0831'
 DO0831'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DO0831
 DO0831                          STATION RECOVERY (1962)
 DO0831
 DO0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DO0831'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33099-1, STATION 1011.
 DO0831'
 DO0831'RECOVERED BY USGS IN 1962.
 DO0831'
 DO0831'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN CONCRETE.
 DO0831
 DO0831                          STATION RECOVERY (1963)
 DO0831
 DO0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JHH)
 DO0831'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 DO0831'GOOD CONDITION AS DESCRIBED.
 DO0831'
 DO0831'STATION IS REACHED FROM THE NORTH SIDE OF COURTHOUSE IN
 DO0831'SEYMOUR BY GOING DUE EAST FOR 0.08 MILE THENCE LEFT NORTH
 DO0831'ON T-ROAD.  GO 0.12 MI. TO A POINT OPPOSITE S.E. CORNER OF
 DO0831'TENNIS COURT ON LEFT.  PACK LEFT ALONG THE SOUTH FENCE LINE
 DO0831'OF A TENNIS COURT TO THE S.W. CORNER.  STATION IS 47.5 FEET
 DO0831'SOUTH OF S.W. FENCE CORNER OF TENNIS COURT.
 DO0831
 DO0831                          STATION RECOVERY (1965)
 DO0831
 DO0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 DO0831'THE STATION SITE WAS VISITED.  THE STATION MARK, REFERENCE MARKS 1
 DO0831'AND 2, AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 DO0831'STAMPINGS ON ALL MARKS WAS VERIFIED.
 DO0831'
 DO0831'THE STATION MARK IS SITUATED 48 FEET SOUTH OF THE SOUTHWEST CORNER OF
 DO0831'FENCE WHICH SURROUNDS A TENNIS COURT.
 DO0831'
 DO0831'SEYMOUR MAGNETIC STATION WAS ALSO RECOVERED AT THIS TIME.  THE
 DO0831'CONCRETE WHICH CONTAINS THE STEM OF BRONZE DISK IS ABOUT FLUSH WITH
 DO0831'THE GROUND SURFACE AND SITUATED 2.152 FEET FROM THE TRIANGULATION
 DO0831'STATION.
 DO0831'
 DO0831'THE AZIMUTH MARK IS NO LONGER VISIBLE TO THE STATION DUE TO
 DO0831'OBSTRUCTIONS BY HOUSES AND TREES.  THE MARK IS SITUATED IN THE FRONT
 DO0831'YARD OF RESIDENCE AT 401 E. MCCLAIN AT THE INTERSECTION OF N.
 DO0831'TACKITT AND E. MCCLAIN STREETS.
 DO0831
 DO0831                          STATION RECOVERY (1978)
 DO0831
 DO0831'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (P)
 DO0831'SEYMOUR NOT RECOVERED - NEW HOSPITAL NOW OCCUPIES SITE.
 DO0831'
 DO0831'DISTANCE AND DIRECTION FROM NEAREST TOWN--SEYMOUR.
 DO0831
 DO0831                          STATION RECOVERY (1989)
 DO0831
 DO0831'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (RHB)
 DO0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0835 ***********************************************************************
 DO0835  DESIGNATION -  SEYMOUR COURTHOUSE DOME
 DO0835  PID         -  DO0835
 DO0835  STATE/COUNTY-  TX/BAYLOR
 DO0835  USGS QUAD   -  SEYMOUR WEST (1966)
 DO0835
 DO0835                         *CURRENT SURVEY CONTROL
 DO0835  ___________________________________________________________________
 DO0835* NAD 83(1993)-  33 35 14.71715(N)    099 15 39.30397(W)     ADJUSTED  
 DO0835* NAVD 88     -                                                        
 DO0835  ___________________________________________________________________
 DO0835  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DO0835  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DO0835
 DO0835  HORZ ORDER  -  THIRD
 DO0835
 DO0835.The horizontal coordinates were established by classical geodetic methods
 DO0835.and adjusted by the National Geodetic Survey in February 1996..
 DO0835
 DO0835
 DO0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0835
 DO0835.The geoid height was determined by GEOID03.
 DO0835
 DO0835;                    North         East     Units Scale Factor Converg.
 DO0835;SPC TXNC     - 2,213,251.986   529,371.276   MT  0.99991623   -0 24 54.0
 DO0835;SPC TXNC     - 7,261,310.89  1,736,778.93   sFT  0.99991623   -0 24 54.0
 DO0835;UTM  14      - 3,716,442.114   475,788.912   MT  0.99960723   -0 08 39.6
 DO0835
 DO0835                          SUPERSEDED SURVEY CONTROL
 DO0835
 DO0835  NAD 83(1993)-  33 35 14.71828(N)    099 15 39.30434(W) AD(       ) 4
 DO0835  NAD 83(1986)-  33 35 14.72589(N)    099 15 39.29356(W) AD(       ) 4
 DO0835  NAD 27      -  33 35 14.38100(N)    099 15 38.02300(W) AD(       ) 3
 DO0835
 DO0835.Superseded values are not recommended for survey control.
 DO0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0835.See file dsdata.txt to determine how the superseded data were derived.
 DO0835
 DO0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7578916442(NAD 83)
 DO0835_MARKER: 87 = DOME
 DO0835
 DO0835  HISTORY     - Date     Condition        Report By
 DO0835  HISTORY     - 1935     FIRST OBSERVED   CGS
 DO0835  HISTORY     - 1940     GOOD             TXGS
 DO0835  HISTORY     - 1962     GOOD             USGS
 DO0835
 DO0835                          STATION DESCRIPTION
 DO0835
 DO0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0835'OBJECT OBSERVED UPON WAS FINIAL OF DOME OF COURTHOUSE IN
 DO0835'SEYMOUR.  IT IS A STONE STRUCTURE, ERECTED IN 1894 AND IS
 DO0835'IN THE CENTER OF THE TOWN.
 DO0835'
 DO0835'STATION WAS OBSERVED FROM STATIONS HONS, HOLLAND, CONNER
 DO0835'AND NICHOLS.
 DO0835
 DO0835                          STATION RECOVERY (1940)
 DO0835
 DO0835'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0835'STATION RECOVERED AS DESCRIBED.
 DO0835
 DO0835                          STATION RECOVERY (1962)
 DO0835
 DO0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DO0835'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33099-1, STATION 1014.
 DO0835'
 DO0835'SEYMOUR, COURTHOUSE DOME (BAYLOR COUNTY, TEXAS, C.I.A., 1935)--OBJECT
 DO0835'OBSERVED UPON WAS FINIAL OF DOME OF COURTHOUSE IN SEYMOUR.  IT IS A
 DO0835'STONE STRUCTURE, ERECTED IN 1894 AND IS IN THE CENTER OF THE TOWN.
 DO0835'
 DO0835'SEYMOUR COURTHOUSE DOME (BAYLOR COUNTY, TEXAS, C.I.A., 1935, TEXAS
 DO0835'GEODETIC SURVEY, 1940)--STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0832 ***********************************************************************
 DO0832  DESIGNATION -  SEYMOUR MAGNETIC STATION 1935
 DO0832  PID         -  DO0832
 DO0832  STATE/COUNTY-  TX/BAYLOR
 DO0832  USGS QUAD   -  SEYMOUR EAST (1966)
 DO0832
 DO0832                         *CURRENT SURVEY CONTROL
 DO0832  ___________________________________________________________________
 DO0832* NAD 83(1993)-  33 35 22.43459(N)    099 14 55.65818(W)     ADJUSTED  
 DO0832* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 DO0832  ___________________________________________________________________
 DO0832  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DO0832  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DO0832
 DO0832  HORZ ORDER  -  SECOND
 DO0832
 DO0832.The horizontal coordinates were established by classical geodetic methods
 DO0832.and adjusted by the National Geodetic Survey in February 1996..
 DO0832
 DO0832.The orthometric height was scaled from a topographic map.
 DO0832
 DO0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0832
 DO0832.The geoid height was determined by GEOID03.
 DO0832
 DO0832;                    North         East     Units Scale Factor Converg.
 DO0832;SPC TXNC     - 2,213,481.647   530,498.291   MT  0.99991658   -0 24 30.2
 DO0832;SPC TXNC     - 7,262,064.37  1,740,476.48   sFT  0.99991658   -0 24 30.2
 DO0832;UTM  14      - 3,716,677.024   476,914.481   MT  0.99960657   -0 08 15.5
 DO0832
 DO0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0832!SPC TXNC     -   0.99994149  x   0.99991658  =   0.99985807
 DO0832!UTM  14      -   0.99994149  x   0.99960657  =   0.99954808
 DO0832
 DO0832                          SUPERSEDED SURVEY CONTROL
 DO0832
 DO0832  NAD 83(1993)-  33 35 22.43568(N)    099 14 55.65862(W) AD(       ) 2
 DO0832  NAD 83(1986)-  33 35 22.44285(N)    099 14 55.64876(W) AD(       ) 2
 DO0832  NAD 27      -  33 35 22.10000(N)    099 14 54.38600(W) AD(       ) 2
 DO0832
 DO0832.Superseded values are not recommended for survey control.
 DO0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0832.See file dsdata.txt to determine how the superseded data were derived.
 DO0832
 DO0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7691416677(NAD 83)
 DO0832_MARKER: I = METAL ROD
 DO0832_SETTING: 0 = UNSPECIFIED SETTING
 DO0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0832
 DO0832  HISTORY     - Date     Condition        Report By
 DO0832  HISTORY     - 1935     MONUMENTED       CGS
 DO0832  HISTORY     - 1940     GOOD             TXGS
 DO0832  HISTORY     - 1963     GOOD             CGS
 DO0832
 DO0832                          STATION DESCRIPTION
 DO0832
 DO0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0832'MARK ORIGINALLY CONSISTED OF A CONCRETE POST WITH A BRONZE
 DO0832'DISK SET IN TOP.  THE POST IS STILL SET FIRMLY IN GROUND,
 DO0832'BUT THE CONCRETE AT THE TOP HAS BEEN BROKEN AWAY AND THE
 DO0832'DISK LOST.  AN IRON ROD PROJECTS ABOVE THE CONCRETE.  POST
 DO0832'PROJECTS APPROXIMATELY 7 INCHES ABOVE THE GROUND.  DISTANCE
 DO0832'FROM TRIANGULATION STATION SEYMOUR IS 0.656 METERS (2.152 FEET).
 DO0832
 DO0832                          STATION RECOVERY (1940)
 DO0832
 DO0832'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0832'STATION RECOVERED AS DESCRIBED.
 DO0832
 DO0832                          STATION RECOVERY (1963)
 DO0832
 DO0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JHH)
 DO0832'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0832'
 DO0832'STATION LOCATED 2.5 FT NORTH OF SEYMOUR STATION.  THE ROD
 DO0832'HAS BEEN BROKEN OFF EVEN WITH THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0836 ***********************************************************************
 DO0836  DESIGNATION -  SEYMOUR MUNICIPAL TANK
 DO0836  PID         -  DO0836
 DO0836  STATE/COUNTY-  TX/BAYLOR
 DO0836  USGS QUAD   -  SEYMOUR WEST (1966)
 DO0836
 DO0836                         *CURRENT SURVEY CONTROL
 DO0836  ___________________________________________________________________
 DO0836* NAD 83(1993)-  33 35 39.75171(N)    099 15 03.07828(W)     ADJUSTED  
 DO0836* NAVD 88     -                                                        
 DO0836  ___________________________________________________________________
 DO0836  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DO0836  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DO0836
 DO0836  HORZ ORDER  -  THIRD
 DO0836
 DO0836.The horizontal coordinates were established by classical geodetic methods
 DO0836.and adjusted by the National Geodetic Survey in February 1996..
 DO0836
 DO0836
 DO0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0836
 DO0836.The geoid height was determined by GEOID03.
 DO0836
 DO0836;                    North         East     Units Scale Factor Converg.
 DO0836;SPC TXNC     - 2,214,016.490   530,310.796   MT  0.99991737   -0 24 34.2
 DO0836;SPC TXNC     - 7,263,819.10  1,739,861.34   sFT  0.99991737   -0 24 34.2
 DO0836;UTM  14      - 3,717,210.810   476,724.519   MT  0.99960668   -0 08 19.7
 DO0836
 DO0836                          SUPERSEDED SURVEY CONTROL
 DO0836
 DO0836  NAD 83(1993)-  33 35 39.75310(N)    099 15 03.07883(W) AD(       ) 4
 DO0836  NAD 83(1986)-  33 35 39.75910(N)    099 15 03.06857(W) AD(       ) 4
 DO0836  NAD 27      -  33 35 39.41700(N)    099 15 01.79700(W) AD(       ) 3
 DO0836
 DO0836.Superseded values are not recommended for survey control.
 DO0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0836.See file dsdata.txt to determine how the superseded data were derived.
 DO0836
 DO0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7672517211(NAD 83)
 DO0836_MARKER: 51 = TANK
 DO0836
 DO0836  HISTORY     - Date     Condition        Report By
 DO0836  HISTORY     - 1935     FIRST OBSERVED   CGS
 DO0836  HISTORY     - 1940     GOOD             TXGS
 DO0836
 DO0836                          STATION DESCRIPTION
 DO0836
 DO0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0836'OBJECT OBSERVED UPON WAS FINIAL OF TANK WHICH IS THE SOURCE
 DO0836'OF THE MUNICIPAL WATER SUPPLY IN SEYMOUR.  IT IS 100 FEET
 DO0836'TALL AND IS LOCATED IN THE EXTREME EASTERN PART OF TOWN.
 DO0836'
 DO0836'STATION WAS OBSERVED FROM STATIONS HONS, HOLLAND, CONNER
 DO0836'AND NICHOLS.
 DO0836
 DO0836                          STATION RECOVERY (1940)
 DO0836
 DO0836'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0836'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1014 ***********************************************************************
 DO1014  DESIGNATION -  SEYMOUR NEW MUN WT
 DO1014  PID         -  DO1014
 DO1014  STATE/COUNTY-  TX/BAYLOR
 DO1014  USGS QUAD   -  SEYMOUR WEST (1966)
 DO1014
 DO1014                         *CURRENT SURVEY CONTROL
 DO1014  ___________________________________________________________________
 DO1014* NAD 83(1993)-  33 35 26.90696(N)    099 15 45.18432(W)     ADJUSTED  
 DO1014* NAVD 88     -                                                        
 DO1014  ___________________________________________________________________
 DO1014  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DO1014  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DO1014
 DO1014  HORZ ORDER  -  THIRD
 DO1014
 DO1014.The horizontal coordinates were established by classical geodetic methods
 DO1014.and adjusted by the National Geodetic Survey in February 1996..
 DO1014
 DO1014
 DO1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1014
 DO1014.The geoid height was determined by GEOID03.
 DO1014
 DO1014;                    North         East     Units Scale Factor Converg.
 DO1014;SPC TXNC     - 2,213,628.609   529,222.389   MT  0.99991678   -0 24 57.2
 DO1014;SPC TXNC     - 7,262,546.53  1,736,290.45   sFT  0.99991678   -0 24 57.2
 DO1014;UTM  14      - 3,716,817.913   475,638.294   MT  0.99960732   -0 08 42.9
 DO1014
 DO1014                          SUPERSEDED SURVEY CONTROL
 DO1014
 DO1014  NAD 83(1993)-  33 35 26.90807(N)    099 15 45.18470(W) AD(       ) 4
 DO1014  NAD 83(1986)-  33 35 26.91538(N)    099 15 45.17442(W) AD(       ) 4
 DO1014
 DO1014.Superseded values are not recommended for survey control.
 DO1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1014.See file dsdata.txt to determine how the superseded data were derived.
 DO1014
 DO1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7563816818(NAD 83)
 DO1014_MARKER: 51 = TANK
 DO1014
 DO1014  HISTORY     - Date     Condition        Report By
 DO1014  HISTORY     - 1962     FIRST OBSERVED   USGS
 DO1014
 DO1014                          STATION DESCRIPTION
 DO1014
 DO1014'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO1014'NOT DESCRIBED.  (THIS IS NOT THE WATER TANK INTERSECTED BY THE NGS,
 DO1014'DESCRIPTION LISTED IN NGS QUAD 33099-1, STATION 1015.)
 DO1014'
 DO1014'STATION MARK--NOT LISTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1674 ***********************************************************************
 AH1674  SACS        -  This is a Secondary Airport Control Station.
 AH1674  DESIGNATION -  SF 010
 AH1674  PID         -  AH1674
 AH1674  STATE/COUNTY-  TX/NUECES
 AH1674  USGS QUAD   -  PORT ARANSAS (1975)
 AH1674
 AH1674                         *CURRENT SURVEY CONTROL
 AH1674  ___________________________________________________________________
 AH1674* NAD 83(1993)-  27 48 27.78448(N)    097 05 05.56210(W)     ADJUSTED  
 AH1674* NAVD 88     -         2.466  (meters)       8.09   (feet)  ADJUSTED  
 AH1674  ___________________________________________________________________
 AH1674  X           -    -696,334.637 (meters)                     COMP
 AH1674  Y           -  -5,602,563.474 (meters)                     COMP
 AH1674  Z           -   2,957,663.290 (meters)                     COMP
 AH1674  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AH1674  ELLIP HEIGHT-         -23.85  (meters)          (07/14/03) GPS OBS
 AH1674  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AH1674  DYNAMIC HT  -           2.462 (meters)       8.08  (feet)  COMP
 AH1674  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 AH1674
 AH1674  HORZ ORDER  -  FIRST
 AH1674  VERT ORDER  -  FIRST     CLASS II
 AH1674  ELLP ORDER  -  THIRD     CLASS I
 AH1674
 AH1674.This mark is at Mustang Beach Airport (2R8)
 AH1674
 AH1674.The horizontal coordinates were established by GPS observations
 AH1674.and adjusted by the National Geodetic Survey in July 2003..
 AH1674
 AH1674.The orthometric height was determined by differential leveling
 AH1674.and adjusted by the National Geodetic Survey in December 1997..
 AH1674
 AH1674.Photographs are available for this station.
 AH1674
 AH1674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1674
 AH1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1674
 AH1674.The ellipsoidal height was determined by GPS observations
 AH1674.and is referenced to NAD 83.
 AH1674
 AH1674.The geoid height was determined by GEOID03.
 AH1674
 AH1674.The dynamic height is computed by dividing the NAVD 88
 AH1674.geopotential number by the normal gravity value computed on the
 AH1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1674.degrees latitude (g = 980.6199 gals.).
 AH1674
 AH1674.The modeled gravity was interpolated from observed gravity values.
 AH1674
 AH1674;                    North         East     Units Scale Factor Converg.
 AH1674;SPC TX S     - 5,238,000.378   439,436.490   MT  0.99999362   +0 38 32.9
 AH1674;SPC TX S     -17,185,006.24  1,441,717.88   sFT  0.99999362   +0 38 32.9
 AH1674;SPC TXSC     - 3,998,706.179   788,740.379   MT  1.00021491   +0 56 17.7
 AH1674;SPC TXSC     -13,119,088.52  2,587,725.73   sFT  1.00021491   +0 56 17.7
 AH1674;UTM  14      - 3,077,373.786   688,652.758   MT  1.00003930   +0 53 37.2
 AH1674
 AH1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1674!SPC TX S     -   1.00000375  x   0.99999362  =   0.99999737
 AH1674!SPC TXSC     -   1.00000375  x   1.00021491  =   1.00021866
 AH1674!UTM  14      -   1.00000375  x   1.00003930  =   1.00004305
 AH1674
 AH1674:                Primary Azimuth Mark                     Grid Az
 AH1674:SPC TX S     -  2R8 A                                    316 37 29.3
 AH1674:SPC TXSC     -  2R8 A                                    316 19 44.5
 AH1674:UTM  14      -  2R8 A                                    316 22 25.0
 AH1674
 AH1674|---------------------------------------------------------------------|
 AH1674| PID    Reference Object                     Distance      Geod. Az  |
 AH1674|                                                           dddmmss.s |
 AH1674| DF6357 2R8 A                               APPROX. 0.5 KM 3171602.2 |
 AH1674|---------------------------------------------------------------------|
 AH1674
 AH1674                          SUPERSEDED SURVEY CONTROL
 AH1674
 AH1674  NAD 83(1993)-  27 48 27.78450(N)    097 05 05.56208(W) AD(       ) 1
 AH1674  ELLIP H (06/17/02)  -23.69   (m)                       GP(       ) 5 1
 AH1674  NAD 83(1993)-  27 48 27.78117(N)    097 05 05.57236(W) AD(       ) 1
 AH1674  ELLIP H (02/16/96)  -23.56   (m)                       GP(       ) 5 1
 AH1674  NAD 83(1986)-  27 48 27.78743(N)    097 05 05.55202(W) AD(       ) 1
 AH1674  NAVD 88 (07/14/03)    2.47   (m)            8.1    (f) LEVELING    3  
 AH1674  NGVD 29 (04/09/92)    2.8    (m)            9.     (f) GPS OBS        
 AH1674
 AH1674.Superseded values are not recommended for survey control.
 AH1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1674.See file dsdata.txt to determine how the superseded data were derived.
 AH1674
 AH1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8865377374(NAD 83)
 AH1674_MARKER: DD = SURVEY DISK
 AH1674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1674_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1674_STAMPING: SF-010
 AH1674_MARK LOGO: TX1550
 AH1674_PROJECTION: FLUSH
 AH1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1674+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 AH1674_ROD/PIPE-DEPTH: 3.10 meters
 AH1674
 AH1674  HISTORY     - Date     Condition        Report By
 AH1674  HISTORY     - 1991     MONUMENTED       TX1550
 AH1674  HISTORY     - 19970204 GOOD             NGS
 AH1674  HISTORY     - 19970725 GOOD             USPSQD
 AH1674  HISTORY     - 20030419 GOOD             NGS
 AH1674  HISTORY     - 20030425 GOOD             NGS
 AH1674  HISTORY     - 20040205 GOOD             NGS
 AH1674
 AH1674                          STATION DESCRIPTION
 AH1674
 AH1674'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1674'IN CORPUS CHRISTI, APPROX. 0.4 MI (0.6 KM) W. OF THE INTERSECTION OF
 AH1674'PARK RD. 53 AND PIPER ROAD. 21.4 FT (6.5 M) S. OF CURB, 24.2 FT
 AH1674'(7.4 M) E. OF DRIVEWAY TO SANITARY SEWER LIFT STATION, 50.3 FT
 AH1674'(15.3 M) SE OF SANITARY SEWER MANHOLE IN CENTER OF PIPER RD.
 AH1674'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SF010. ACCESS
 AH1674'THROUGH A HINGED COVER.
 AH1674
 AH1674                          STATION RECOVERY (1997)
 AH1674
 AH1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1674'3.1 KM (1.90 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AH1674'FROM THE POST OFFICE IN PORT ARANSAS, THENCE 0.3 KM (0.20 MI) WESTERLY
 AH1674'ALONG PIPER BOULEVARD, 15.3 M (50.2 FT) SOUTH OF THE CENTER OF A
 AH1674'MANHOLE COVER, 12.5 M (41.0 FT) SOUTHWEST OF THE BOULEVARD CENTERLINE,
 AH1674'8.9 M (29.2 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO A
 AH1674'PUMPING STATION, 6.6 M (21.7 FT) NORTHWEST OF UNDERGROUND CABLE
 AH1674'JUNCTION BOX NUMBER 5030 1, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 AH1674'BOULEVARD, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.  NOTE--ROD
 AH1674'WAS DRIVEN 3.1 M (10.2 FT).  NOTE--ACCESS TO THE DATUM POINT IS
 AH1674'THROUGH A 5-INCH LOGO CAP.
 AH1674
 AH1674                          STATION RECOVERY (1997)
 AH1674
 AH1674'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1674'RECOVERED IN GOOD CONDITION.
 AH1674
 AH1674                          STATION RECOVERY (2003)
 AH1674
 AH1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AH1674'THE STATION IS LOCATED IN PORT ARANSAS ACROSS THE STREET AND SOUTH, OF
 AH1674'THE MUSTANG
 AH1674'BEACH AIRPORT
 AH1674'OWNERSHIP--CITY OF PORT ARANSAS, PO BOX 1000, 710 WEST AVENUE A, PORT
 AH1674'ARANSAS, TX
 AH1674'78373-128.  TOMMY M BROOKS, CITY MANAGER.  PHONE--361-749-4111.
 AH1674'TO REACH THE STATION FROM THE POST OFFICE IN PORT ARANSAS, GO 1.9 MILE
 AH1674'SOUTH ALONG
 AH1674'ALASTER STREET AND STATE HIGHWAY 361 TO PIPER BOULIVARD, TURN RIGHT,
 AH1674'WEST, GO 0.3 MILE
 AH1674'TO THE AIRPORT ENTRANCE, AND THE STATION ON THE LEFT.
 AH1674'THE STATION IS, 15.3 M SOUTH OF THE CENTER OF A MANHOLE COVER, 12.5 M
 AH1674'SOUTHWEST OF THE
 AH1674'BOULIVARD CENTERLINE, 8.9 M SOUTHEAST OF THE CENTER OF A DRIVEWAY
 AH1674'LEADING TO A PUMPING
 AH1674'STATION, 6.6 M NORTHWEST OF UNDERGROUND CABLE JUNCTION BOX 5030-1, 0.6
 AH1674'M ABOVE THE
 AH1674'LEVEL OF THE BOULIVARD, AND 0.3 M NORTHEAST OF A WITNESS POST.
 AH1674'NOTE--ACESS IS TO THE DATUM POINT IS THRU A 5-INCH LOGO COVER.  THIS
 AH1674'IS A
 AH1674'SECONDARY AIRPORT CONTROL STATION (SACS).
 AH1674' 
 AH1674' 
 AH1674' 
 AH1674'
 AH1674
 AH1674                          STATION RECOVERY (2003)
 AH1674
 AH1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AH1674'RECOVERED AS DESCRIBED
 AH1674' 
 AH1674'
 AH1674
 AH1674                          STATION RECOVERY (2004)
 AH1674
 AH1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 AH1674'RECOVERED AS DESCRIBED. DJA 2/5/2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6476 ***********************************************************************
 AC6476  SACS        -  This is a Secondary Airport Control Station.
 AC6476  DESIGNATION -  SGR C
 AC6476  PID         -  AC6476
 AC6476  STATE/COUNTY-  TX/FORT BEND
 AC6476  USGS QUAD   -  CLODINE (1995)
 AC6476
 AC6476                         *CURRENT SURVEY CONTROL
 AC6476  ___________________________________________________________________
 AC6476* NAD 83(1993)-  29 37 54.31648(N)    095 39 28.46130(W)     ADJUSTED  
 AC6476* NAVD 88     -        23.85   (meters)      78.2    (feet)  GPS OBS   
 AC6476  ___________________________________________________________________
 AC6476  X           -    -547,024.166 (meters)                     COMP
 AC6476  Y           -  -5,521,518.683 (meters)                     COMP
 AC6476  Z           -   3,134,955.698 (meters)                     COMP
 AC6476  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AC6476  ELLIP HEIGHT-          -3.52  (meters)          (08/01/01) GPS OBS
 AC6476  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AC6476
 AC6476  HORZ ORDER  -  FIRST
 AC6476  ELLP ORDER  -  FOURTH    CLASS II
 AC6476
 AC6476.This mark is at Sugar Land Muni/hull Fld (SGR) Airport (SGR)
 AC6476
 AC6476.The horizontal coordinates were established by GPS observations
 AC6476.and adjusted by the National Geodetic Survey in September 1997..
 AC6476
 AC6476.The orthometric height was determined by GPS observations and a
 AC6476.high-resolution geoid model.
 AC6476
 AC6476.GPS derived orthometric heights for airport stations designated as
 AC6476.PACS or SACS are published to 2 decimal places.  This maintains
 AC6476.centimeter relative accuracy between the PACS and SACS.  It does
 AC6476.not indicate centimeter accuracy relative to other marks which are
 AC6476.part of the NAVD 88 network.
 AC6476
 AC6476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6476
 AC6476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6476
 AC6476.The ellipsoidal height was determined by GPS observations
 AC6476.and is referenced to NAD 83.
 AC6476
 AC6476.The geoid height was determined by GEOID03.
 AC6476
 AC6476;                    North         East     Units Scale Factor Converg.
 AC6476;SPC TXSC     - 4,203,936.907   923,566.134   MT  0.99987661   +1 38 14.4
 AC6476;SPC TXSC     -13,792,416.34  3,030,066.56   sFT  0.99987661   +1 38 14.4
 AC6476;UTM  15      - 3,280,934.397   242,662.466   MT  1.00041717   -1 18 53.5
 AC6476
 AC6476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6476!SPC TXSC     -   1.00000055  x   0.99987661  =   0.99987716
 AC6476!UTM  15      -   1.00000055  x   1.00041717  =   1.00041772
 AC6476
 AC6476                          SUPERSEDED SURVEY CONTROL
 AC6476
 AC6476  ELLIP H (09/19/97)   -3.37   (m)                       GP(       ) 4 2
 AC6476
 AC6476.Superseded values are not recommended for survey control.
 AC6476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6476.See file dsdata.txt to determine how the superseded data were derived.
 AC6476
 AC6476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4266280934(NAD 83)
 AC6476_MARKER: DD = SURVEY DISK
 AC6476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6476_STAMPING: SGR C 1986
 AC6476_MARK LOGO: NOS   
 AC6476_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6476+STABILITY: SURFACE MOTION
 AC6476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6476+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 AC6476
 AC6476  HISTORY     - Date     Condition        Report By
 AC6476  HISTORY     - 1986     MONUMENTED       NOS
 AC6476  HISTORY     - 19930615 GOOD             NGS
 AC6476  HISTORY     - 19961015 GOOD             NGS
 AC6476  HISTORY     - 20040804 GOOD             LJA
 AC6476
 AC6476                          STATION DESCRIPTION
 AC6476
 AC6476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC6476'THE STATION IS LOCATED AT THE SUGAR LAND MUNI/HULL FIELD ON THE WEST
 AC6476'SIDE OF THE NORTH END OF THE RUNWAY.  THE STATION IS 142.6 FT (43.5 M)
 AC6476'SOUTH OF THE WEST REIL, 108.4 FT (33.0 M) WNW OF THE THIRD RUNWAY
 AC6476'LIGHT SOUTH OF THE NORTH END OF THE RUNWAY, 100.2 FT (30.5 M) WEST OF
 AC6476'THE WEST EDGE OF THE RUNWAY AND 52.3 FT (15.9 M) EAST OF THE
 AC6476'CENTERLINE OF THE ROAD.  THE STATION IS A STANDARD NOS DISK SET IN A
 AC6476'CONCRETE POST 0.2 FT (6.1 CM) BELOW GROUND LEVEL.  IT IT STAMPED SGR C
 AC6476'1986.
 AC6476
 AC6476                          STATION RECOVERY (1996)
 AC6476
 AC6476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AC6476'THE STATION IS LOCATED AT THE SUGAR LAND MUNICIPAL/HULL FIELD ON THE
 AC6476'WEST SIDE OF THE NORTH END OF RUNWAY 17.  TO REACH THE STATION FROM
 AC6476'THE SUGAR LAND JET CENTER MAIN ENTRANCE LOCATED 0.25 MI (0.40 KM)
 AC6476'NORTH OF THE SUGAR LAND MUNICIPAL AIRPORT MAIN ENTRANCE ON HIGHWAY 6,
 AC6476'DRIVE WEST ON THE ASPHALT ROAD OF THE JET CENTER ENTRANCE ROAD FOR 0.3
 AC6476'MI (0.5 KM) PASSING JUST NORTH OF RUNWAY END 17 TO THE STATION LOCATED
 AC6476'JUST SOUTH OF THE DISPLACED THRESHOLD OF RUNWAY END 17.  THE STATION
 AC6476'IS 142.6 FT (43.5 M) SOUTH OF THE WEST REIL, 108.4 FT (33.0 M) WEST
 AC6476'NORTHWEST OF THE THIRD RUNWAY LIGHT SOUTH OF THE NORTH END OF THE
 AC6476'RUNWAY 17, 100.2 FT (30.5 M) WEST OF THE WEST EDGE OF THE RUNWAY, 52.3
 AC6476'FT (15.9 M) EAST OF THE CENTERLINE OF THE ROAD, AND 1.0 FT (0.3 M)
 AC6476'WEST OF CARSONITE WITNESS POST.  THE STATION IS A STANDARD NOS DISK
 AC6476'SET IN A CONCRETE POST 0.2 FT (6.1 CM) BELOW THE GROUND LEVEL AND IS
 AC6476'STAMPED SGR C 1986.  FOR ACCESS TO STATION, CONTACT MR. RICHARD MORTON
 AC6476'JR., AIRPORT OPERATIONS MANAGER, 12888 HIGHWAY 6 SOUTH, SUGAR LAND,
 AC6476'TEXAS 77478, PHONE 713-491-2101.  STATION RECOVERED AND DESCRIBED
 AC6476'12-04-94 BY RONALD A.  ZEMAITIS, CHIEF OF PARTY, NGS.
 AC6476'NOTE...DO-NOT-WEAR-WHITE-CLOTHING-TO-THIS-AIRPORT. AIRPORT SHARES
 AC6476'PROPERTY WITH PRISON FARM....  THIS STATION HAS BEEN SELECTED AS A
 AC6476'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AC6476
 AC6476                          STATION RECOVERY (2004)
 AC6476
 AC6476'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AC6476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6477 ***********************************************************************
 AC6477  DESIGNATION -  SGR D
 AC6477  PID         -  AC6477
 AC6477  STATE/COUNTY-  TX/FORT BEND
 AC6477  USGS QUAD   -  SUGAR LAND (1995)
 AC6477
 AC6477                         *CURRENT SURVEY CONTROL
 AC6477  ___________________________________________________________________
 AC6477* NAD 83(1993)-  29 36 40.48835(N)    095 39 21.78139(W)     ADJUSTED  
 AC6477* NAVD 88     -        22.3    (meters)      73.     (feet)  GPS OBS   
 AC6477  ___________________________________________________________________
 AC6477  X           -    -546,955.959 (meters)                     COMP
 AC6477  Y           -  -5,522,653.211 (meters)                     COMP
 AC6477  Z           -   3,132,978.839 (meters)                     COMP
 AC6477  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AC6477  ELLIP HEIGHT-          -5.01  (meters)          (08/01/01) GPS OBS
 AC6477  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AC6477
 AC6477  HORZ ORDER  -  THIRD
 AC6477  ELLP ORDER  -  FOURTH    CLASS II
 AC6477
 AC6477.This mark is at Sugar Land Muni/hull Fld (SGR) Airport (SGR)
 AC6477
 AC6477.The horizontal coordinates were established by GPS observations
 AC6477.and adjusted by the National Geodetic Survey in September 1997..
 AC6477
 AC6477.The orthometric height was determined by GPS observations and a
 AC6477.high-resolution geoid model.
 AC6477
 AC6477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6477
 AC6477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6477
 AC6477.The ellipsoidal height was determined by GPS observations
 AC6477.and is referenced to NAD 83.
 AC6477
 AC6477.The geoid height was determined by GEOID03.
 AC6477
 AC6477;                    North         East     Units Scale Factor Converg.
 AC6477;SPC TXSC     - 4,201,670.042   923,810.709   MT  0.99987483   +1 38 17.7
 AC6477;SPC TXSC     -13,784,979.13  3,030,868.97   sFT  0.99987483   +1 38 17.7
 AC6477;UTM  15      - 3,278,656.714   242,790.053   MT  1.00041637   -1 18 47.2
 AC6477
 AC6477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6477!SPC TXSC     -   1.00000079  x   0.99987483  =   0.99987562
 AC6477!UTM  15      -   1.00000079  x   1.00041637  =   1.00041716
 AC6477
 AC6477                          SUPERSEDED SURVEY CONTROL
 AC6477
 AC6477  ELLIP H (09/19/97)   -4.86   (m)                       GP(       ) 4 2
 AC6477
 AC6477.Superseded values are not recommended for survey control.
 AC6477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6477.See file dsdata.txt to determine how the superseded data were derived.
 AC6477
 AC6477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4279078657(NAD 83)
 AC6477_MARKER: DD = SURVEY DISK
 AC6477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6477_STAMPING: SGR D 1986
 AC6477_MARK LOGO: NOS   
 AC6477_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6477+STABILITY: SURFACE MOTION
 AC6477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6477+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1996
 AC6477
 AC6477  HISTORY     - Date     Condition        Report By
 AC6477  HISTORY     - 1986     MONUMENTED       NOS
 AC6477  HISTORY     - 19930615 GOOD             NGS
 AC6477  HISTORY     - 19961015 GOOD             NGS
 AC6477
 AC6477                          STATION DESCRIPTION
 AC6477
 AC6477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC6477'THE STATION IS LOCATED AT THE SUGAR LAND MUNI/HULL FIELD ON THE WEST
 AC6477'SIDE OF THE SOUTH END OF THE RUNWAY.  IT IS 176.0 FT (53.6 M) WEST OF
 AC6477'CENTERLINE END RUNWAY 35 AND ON LINE WITH THE END OF THE RUNWAY.  IT
 AC6477'IS 228.8 FT (69.7 M) SW OF THE FIRST RUNWAY LIGHT NORTH OF THE SOUTH
 AC6477'END OF THE RUNWAY, 159.4 FT (48.6 M) SOUTH OF A WINDSOCK AND 94.0 FT
 AC6477'(28.7 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD.  THE STATION IS A
 AC6477'NOS DISK SET IN A CONCRETE POST 0.2 FT (6.1 CM) BELOW GROUND LEVEL. IT
 AC6477'IS STAMPED SGR D 1986.
 AC6477
 AC6477                          STATION RECOVERY (1996)
 AC6477
 AC6477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AC6477'THE STATION IS LOCATED AT THE SUGAR LAND MUNICIPAL/HULL FIELD ON THE
 AC6477'WEST SIDE OF THE END OF RUNWAY END 35.  THE STATION IS 176.0 FT (53.6
 AC6477'M) WEST OF THE CENTERLINE OF RUNWAY END 35 AND ON LINE WITH THE END OF
 AC6477'THE RUNWAY.  IT IS 228.8 FT (69.7 M) SW OF THE FIRST RUNWAY LIGHT
 AC6477'NORTH OF RUNWAY END 35.  THE STATION IS A STANDARD NOS DISK SET IN A
 AC6477'CONCRETE POST 0.2 FT (6.1 CM) BELOW THE GROUND LEVEL AND IS STAMPED
 AC6477'SGR D 1986.  FOR ACCESS TO STATION, CONTACT MR.  RICHARD MORTON JR.,
 AC6477'AIRPORT OPERATIONS MANAGER, 12888 HIGHWAY 6 SOUTH, SUGAR LAND, TEXAS
 AC6477'77478, PHONE 713-491-2101.
 AC6477'NOTE...DO-NOT-WEAR-WHITE-CLOTHING-TO-THIS-AIRPORT.  AIRPORT SHARES
 AC6477'PROPERTY WITH PRISON FARM LOCATED WEST AND SOUTH OF THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6478 ***********************************************************************
 AC6478  DESIGNATION -  SGR E
 AC6478  PID         -  AC6478
 AC6478  STATE/COUNTY-  TX/FORT BEND
 AC6478  USGS QUAD   -  CLODINE (1995)
 AC6478
 AC6478                         *CURRENT SURVEY CONTROL
 AC6478  ___________________________________________________________________
 AC6478* NAD 83(1993)-  29 37 40.20249(N)    095 39 22.02417(W)     ADJUSTED  
 AC6478* NAVD 88     -        24.0    (meters)      79.     (feet)  GPS OBS   
 AC6478  ___________________________________________________________________
 AC6478  X           -    -546,873.042 (meters)                     COMP
 AC6478  Y           -  -5,521,749.723 (meters)                     COMP
 AC6478  Z           -   3,134,578.040 (meters)                     COMP
 AC6478  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AC6478  ELLIP HEIGHT-          -3.33  (meters)          (08/01/01) GPS OBS
 AC6478  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AC6478
 AC6478  HORZ ORDER  -  THIRD
 AC6478  ELLP ORDER  -  FOURTH    CLASS II
 AC6478
 AC6478.This mark is at Sugar Land Muni/hull Fld (SGR) Airport (SGR)
 AC6478
 AC6478.The horizontal coordinates were established by GPS observations
 AC6478.and adjusted by the National Geodetic Survey in September 1997..
 AC6478
 AC6478.The orthometric height was determined by GPS observations and a
 AC6478.high-resolution geoid model.
 AC6478
 AC6478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6478
 AC6478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6478
 AC6478.The ellipsoidal height was determined by GPS observations
 AC6478.and is referenced to NAD 83.
 AC6478
 AC6478.The geoid height was determined by GEOID03.
 AC6478
 AC6478;                    North         East     Units Scale Factor Converg.
 AC6478;SPC TXSC     - 4,203,507.508   923,751.624   MT  0.99987626   +1 38 17.6
 AC6478;SPC TXSC     -13,791,007.55  3,030,675.12   sFT  0.99987626   +1 38 17.6
 AC6478;UTM  15      - 3,280,495.778   242,825.683   MT  1.00041614   -1 18 49.7
 AC6478
 AC6478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6478!SPC TXSC     -   1.00000052  x   0.99987626  =   0.99987678
 AC6478!UTM  15      -   1.00000052  x   1.00041614  =   1.00041666
 AC6478
 AC6478:                Primary Azimuth Mark                     Grid Az
 AC6478:SPC TXSC     -  SGR G                                    193 25 15.6
 AC6478:UTM  15      -  SGR G                                    196 22 22.9
 AC6478
 AC6478|---------------------------------------------------------------------|
 AC6478| PID    Reference Object                     Distance      Geod. Az  |
 AC6478|                                                           dddmmss.s |
 AC6478| AB3194 SGR G                               APPROX. 0.5 KM 1950333.2 |
 AC6478|---------------------------------------------------------------------|
 AC6478
 AC6478                          SUPERSEDED SURVEY CONTROL
 AC6478
 AC6478  ELLIP H (09/19/97)   -3.18   (m)                       GP(       ) 4 2
 AC6478
 AC6478.Superseded values are not recommended for survey control.
 AC6478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6478.See file dsdata.txt to determine how the superseded data were derived.
 AC6478
 AC6478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4282680496(NAD 83)
 AC6478_MARKER: Q = CHISELED SQUARE
 AC6478_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC6478_SP_SET: CHISLED SQUARE WITH PUNCH HOLE
 AC6478_MARK LOGO: NOS   
 AC6478_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6478+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AC6478
 AC6478  HISTORY     - Date     Condition        Report By
 AC6478  HISTORY     - 1986     MONUMENTED       NOS
 AC6478  HISTORY     - 19880615 GOOD             NGS
 AC6478  HISTORY     - 19961015 GOOD             NGS
 AC6478  HISTORY     - 20050310 GOOD             ENGLE
 AC6478
 AC6478                          STATION DESCRIPTION
 AC6478
 AC6478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC6478'THE STATION IS LOCATED AT THE HULL AIRPORT ON THE MAIN TERMINAL RAMP,
 AC6478'ON THE MOST SOUTH WESTERN CORNER.  THE MARK IS A CHISELED SQUARE WITH
 AC6478'A PUNCH HOLE IN THE CENTER.
 AC6478
 AC6478                          STATION RECOVERY (1996)
 AC6478
 AC6478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AC6478'THE STATION IS LOCATED AT THE SUGAR LAND MUNICIPAL/HULL FIELD ON THE
 AC6478'MAIN TERMINAL RAMP AT THE SOUTH WEST CORNER.  THE STATION IS 11.5
 AC6478'INCHES EAST OF THE WESTERN EDGE OF THE PAVEMENT AND 9.5 INCHES NORTH
 AC6478'OF THE SOUTHERN EDGE OF THE PAVEMENT.  FOR ACCESS TO STATION, CONTACT
 AC6478'MR.  RICHARD MORTON JR., AIRPORT OPERATIONS MANAGER, 12888 HIGHWAY 6
 AC6478'SOUTH, SUGAR LAND, TEXAS 77478, PHONE 713-491-2101.
 AC6478'NOTE...DO-NOT-WEAR-WHITE-CLOTHING-TO-THIS-AIRPORT.  AIRPORT SHARES
 AC6478'PROPERTY WITH PRISON FARM LOCATED WEST AND SOUTH OF THE AIRPORT.
 AC6478
 AC6478                          STATION RECOVERY (2005)
 AC6478
 AC6478'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AC6478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7101 ***********************************************************************
 AW7101  DESIGNATION -  SGR F
 AW7101  PID         -  AW7101
 AW7101  STATE/COUNTY-  TX/FORT BEND
 AW7101  USGS QUAD   -  CLODINE (1995)
 AW7101
 AW7101                         *CURRENT SURVEY CONTROL
 AW7101  ___________________________________________________________________
 AW7101* NAD 83(1993)-  29 37 59.75086(N)    095 39 24.75264(W)     ADJUSTED  
 AW7101* NAVD 88     -        24.6    (meters)      81.     (feet)  GPS OBS   
 AW7101  ___________________________________________________________________
 AW7101  X           -    -546,916.794 (meters)                     COMP
 AW7101  Y           -  -5,521,446.793 (meters)                     COMP
 AW7101  Z           -   3,135,101.488 (meters)                     COMP
 AW7101  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW7101  ELLIP HEIGHT-          -2.82  (meters)          (08/01/01) GPS OBS
 AW7101  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW7101
 AW7101  HORZ ORDER  -  SECOND
 AW7101  ELLP ORDER  -  FIFTH     CLASS I
 AW7101
 AW7101.This mark is at Sugar Land Muni/hull Fld (SGR) Airport (SGR)
 AW7101
 AW7101.The horizontal coordinates were established by GPS observations
 AW7101.and adjusted by the National Geodetic Survey in February 1996..
 AW7101
 AW7101.The orthometric height was determined by GPS observations and a
 AW7101.high-resolution geoid model.
 AW7101
 AW7101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7101
 AW7101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7101
 AW7101.The ellipsoidal height was determined by GPS observations
 AW7101.and is referenced to NAD 83.
 AW7101
 AW7101.The geoid height was determined by GEOID03.
 AW7101
 AW7101;                    North         East     Units Scale Factor Converg.
 AW7101;SPC TXSC     - 4,204,106.996   923,661.062   MT  0.99987675   +1 38 16.2
 AW7101;SPC TXSC     -13,792,974.37  3,030,378.00   sFT  0.99987675   +1 38 16.2
 AW7101;UTM  15      - 3,281,099.461   242,766.085   MT  1.00041652   -1 18 51.9
 AW7101
 AW7101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7101!SPC TXSC     -   1.00000044  x   0.99987675  =   0.99987719
 AW7101!UTM  15      -   1.00000044  x   1.00041652  =   1.00041696
 AW7101
 AW7101                          SUPERSEDED SURVEY CONTROL
 AW7101
 AW7101  NAD 83(1986)-  29 37 59.76456(N)    095 39 24.73399(W) AD(       ) 2
 AW7101  NGVD 29 (03/26/93)   24.6    (m)           81.     (f) GPS OBS        
 AW7101
 AW7101.Superseded values are not recommended for survey control.
 AW7101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7101.See file dsdata.txt to determine how the superseded data were derived.
 AW7101
 AW7101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4276681099(NAD 83)
 AW7101_MARKER: A = ALUMINUM MARKER
 AW7101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW7101_SP_SET: METAL PIPE IN CONCRETE
 AW7101_STAMPING: SGR F 1992
 AW7101_MARK LOGO: NOS   
 AW7101_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW7101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7101+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1995
 AW7101
 AW7101  HISTORY     - Date     Condition        Report By
 AW7101  HISTORY     - 1992     MONUMENTED       NOS
 AW7101  HISTORY     - 19930615 GOOD             NGS
 AW7101  HISTORY     - 19950918 GOOD             NGS
 AW7101
 AW7101                          STATION DESCRIPTION
 AW7101
 AW7101'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AW7101'THE STATION IS LOCATED ON THE WEST SIDE OF HOUSTON AT THE SUGARLAND
 AW7101'MUNICIPAL AIRPORT (FORMERLY HULL FIELD) ON THE NORTH SIDE OF THE
 AW7101'AIRFIELD NEAR THE NORTHEAST CORNER OF A CONCRETE TAXIWAY EAST OF THE
 AW7101'APPROACH END OF RUNWAY 17.
 AW7101'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 AW7101'ACCESS THE AIRFIELD.12888 HIGHWAY 6 SOUTH, SUGARLAND,TEXAS
 AW7101'77478.PHONE (713) 491-2101.
 AW7101'THE STATION MARK IS AN NOS ALUMINUM DISK STAMPED--- SGR F 1992 ---
 AW7101'CRIMPED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND AND SURROUNDED BY A
 AW7101'MASS OF CONCRETE RECESSED 5.0 CM BELOW GROUND LEVEL,IT IS 67.508 M
 AW7101'(221.482 FT) EAST OF THE CENTERLINE END OF PAVEMENT OF RUNWAY 17,
 AW7101'10.85 M (35.60 FT) WEST OF THE CENTERLINE OF A PAVED SERVICE ROAD AT
 AW7101'A CULVERT, 8.35 M (27.39 FT) EAST OF THE FIRST TAXIWAY LIGHT WEST OF
 AW7101'THE NORTHEAST CORNER OF TAXIWAY FOXTROT  F AND 0.51 M (1.67 FT)
 AW7101'NORTHEAST OF THE NORTHEAST CORNER OF TAXIWAY FOXTROT F.
 AW7101
 AW7101                          STATION RECOVERY (1993)
 AW7101
 AW7101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW7101'THE STATION IS LOCATED AT SUGAR LAND MUNI/HULL FIELD NEAR THE NE
 AW7101'CORNER OF TAXIWAY F.  IT IS 1.7 FT (0.5 M) NE OF THE NE CORNER OF
 AW7101'TAXIWAY F, 26.4 FT (8.0 M) EAST OF THE FIRST TAXIWAY LIGHT WEST OF THE
 AW7101'CORNER AND 15.5 FT (4.7 M) SOUTH OF THE CENTERLINE OF THE ROAD. THE
 AW7101'STATION IS AN ALUMINUM NOS DISK CRIMPED TO AN ALUMINUM ROD DRIVEN INTO
 AW7101'THE GROUND AND SURROUNDED BY CONCRETE.  THE DISK IS 0.2 FT (6.1 CM)
 AW7101'BELOW GROUND LEVEL.  IT IS STAMPED SGR F 1992.
 AW7101
 AW7101                          STATION RECOVERY (1995)
 AW7101
 AW7101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AW7101'RECOVERED AS DESCRIBED.  WITH THE FOLLOWING ADDITION.
 AW7101'DO-NOT-WEAR-WHITE-CLOTHING AT THIS AIRPORT.  THE AIRPORT SHARES
 AW7101'PROPERTY WITH THE LOCAL STATE PRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3194 ***********************************************************************
 AB3194  PACS        -  This is a Primary Airport Control Station.
 AB3194  DESIGNATION -  SGR G
 AB3194  PID         -  AB3194
 AB3194  STATE/COUNTY-  TX/FORT BEND
 AB3194  USGS QUAD   -  SUGAR LAND (1995)
 AB3194
 AB3194                         *CURRENT SURVEY CONTROL
 AB3194  ___________________________________________________________________
 AB3194* NAD 83(1993)-  29 37 24.27365(N)    095 39 26.92936(W)     ADJUSTED  
 AB3194* NAVD 88     -        23.38   (meters)      76.7    (feet)  GPS OBS   
 AB3194  ___________________________________________________________________
 AB3194  X           -    -547,028.201 (meters)                     COMP
 AB3194  Y           -  -5,521,977.430 (meters)                     COMP
 AB3194  Z           -   3,134,151.381 (meters)                     COMP
 AB3194  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AB3194  ELLIP HEIGHT-          -3.97  (meters)          (10/24/00) GPS OBS
 AB3194  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AB3194
 AB3194  HORZ ORDER  -  B
 AB3194  ELLP ORDER  -  FOURTH    CLASS II
 AB3194
 AB3194.This mark is at Sugar Land Muni/hull Fld (SGR) Airport (SGR)
 AB3194
 AB3194.The horizontal coordinates were established by GPS observations
 AB3194.and adjusted by the National Geodetic Survey in February 1996..
 AB3194
 AB3194.The orthometric height was determined by GPS observations and a
 AB3194.high-resolution geoid model.
 AB3194
 AB3194.GPS derived orthometric heights for airport stations designated as
 AB3194.PACS or SACS are published to 2 decimal places.  This maintains
 AB3194.centimeter relative accuracy between the PACS and SACS.  It does
 AB3194.not indicate centimeter accuracy relative to other marks which are
 AB3194.part of the NAVD 88 network.
 AB3194
 AB3194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3194
 AB3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3194
 AB3194.The ellipsoidal height was determined by GPS observations
 AB3194.and is referenced to NAD 83.
 AB3194
 AB3194.The geoid height was determined by GEOID03.
 AB3194
 AB3194;                    North         East     Units Scale Factor Converg.
 AB3194;SPC TXSC     - 4,203,013.539   923,633.753   MT  0.99987587   +1 38 15.2
 AB3194;SPC TXSC     -13,789,386.92  3,030,288.40   sFT  0.99987587   +1 38 15.2
 AB3194;UTM  15      - 3,280,008.272   242,682.453   MT  1.00041705   -1 18 51.5
 AB3194
 AB3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3194!SPC TXSC     -   1.00000062  x   0.99987587  =   0.99987649
 AB3194!UTM  15      -   1.00000062  x   1.00041705  =   1.00041767
 AB3194
 AB3194:                Primary Azimuth Mark                     Grid Az
 AB3194:SPC TXSC     -  SGR E                                    013 25 15.6
 AB3194:UTM  15      -  SGR E                                    016 22 22.3
 AB3194
 AB3194|---------------------------------------------------------------------|
 AB3194| PID    Reference Object                     Distance      Geod. Az  |
 AB3194|                                                           dddmmss.s |
 AB3194| AC6478 SGR E                               APPROX. 0.5 KM 0150330.8 |
 AB3194| AW7093 HOUSTON CBL 1350                    170.565 METERS 06815     |
 AB3194|---------------------------------------------------------------------|
 AB3194
 AB3194                          SUPERSEDED SURVEY CONTROL
 AB3194
 AB3194  ELLIP H (02/20/96)   -3.82   (m)                       GP(       ) 3 2
 AB3194
 AB3194.Superseded values are not recommended for survey control.
 AB3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3194.See file dsdata.txt to determine how the superseded data were derived.
 AB3194
 AB3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4268280008(NAD 83)
 AB3194_MARKER: I = METAL ROD
 AB3194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3194_STAMPING: SGR G 1995
 AB3194_MARK LOGO: NGS   
 AB3194_PROJECTION: RECESSED 8 CENTIMETERS
 AB3194_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3194+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AB3194_ROD/PIPE-DEPTH: 9.6  meters
 AB3194_SLEEVE-DEPTH  : 1.0 meters
 AB3194
 AB3194  HISTORY     - Date     Condition        Report By
 AB3194  HISTORY     - 1995     MONUMENTED       NGS
 AB3194  HISTORY     - 19961015 GOOD             NGS
 AB3194  HISTORY     - 20050310 GOOD             ENGLE
 AB3194
 AB3194                          STATION DESCRIPTION
 AB3194
 AB3194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB3194'THE STATION IS LOCATED AT HOUSTON/SUGAR LAND MUNICIPAL/HULL FIELD
 AB3194'AIRPORT IN SUGAR LAND, TEXAS EAST OF THE RUNWAY NEAR MIDFIELD.  FOR
 AB3194'ACCESS TO THE AIRPORT, CONTACT MR.  RICHARD N.  MORTON, AIRPORT
 AB3194'OPERATIONS MANAGER, 12888 HIGHWAY 6 SOUTH, SUGARLAND, TEXAS 77478.
 AB3194'PHONE (713) 491-2101.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB3194'HIGHWAY 6 AND ALTERNATE U.S.  HIGHWAY 90 PROCEED NORTH ON STATE
 AB3194'HIGHWAY 6 FOR 1.O MI TO THE AIRPORT ENTRANCE ON THE LEFT.  CONTINUE
 AB3194'AHEAD ON STATE HIGHWAY 6 NORTH FOR 0.25 MI (0.40 KM) TO THE SUGARLAND
 AB3194'JET CENTER ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST FOR 0.3 MI (0.5
 AB3194'KM) ON THE AIRPORT PERIMETER ROAD AROUND THE RUNWAY AND TURNING SOUTH.
 AB3194'CONTINUE PAST THE DISPLACED THRESHOLD OF RUNWAY 17 AND STATION SGR C
 AB3194'1986 JUST SOUTH OF THE DISPLACED THRESHOLD AND ON THE LEFT.  CONTINUE
 AB3194'AHEAD FOR 0.4 MI (0.6 KM) TO THE WINDSOCK AND THE STATION ON THE
 AB3194'RIGHT.  THE STATION IS 24.3 M (79.7 FT) SOUTHEAST OF A LIGHTED
 AB3194'WINDSOCK IN A SEGMENTED CIRCLE, 20 M (65.6 FT) SOUTH OF AN IRON PIPE
 AB3194'IN A CULVERT, 13.4 M (44.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AB3194'PERIMETER ROAD, AND 0.15 M (0.49 FT) EAST-NORTHEAST FROM A WITNESS
 AB3194'POST.  THIS IS A PAC STATION.
 AB3194
 AB3194                          STATION RECOVERY (1996)
 AB3194
 AB3194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AB3194'THE STATION IS LOCATED AT HOUSTON/SUGAR LAND MUNICIPAL/HULL FIELD
 AB3194'AIRPORT IN SUGAR LAND, TEXAS EAST OF THE RUNWAY NEAR MIDFIELD.  FOR
 AB3194'ACCESS TO THE AIRPORT, CONTACT MR.  RICHARD N.  MORTON, AIRPORT
 AB3194'OPERATIONS MANAGER, 12888 HIGHWAY 6 SOUTH, SUGAR LAND, TEXAS 77478.
 AB3194'PHONE (713) 491-2101.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB3194'HIGHWAY 6 AND ALTERNATE U.S.  HIGHWAY 90 PROCEED NORTH ON STATE
 AB3194'HIGHWAY 6 FOR 1.O MI TO THE AIRPORT ENTRANCE ON THE LEFT.  CONTINUE
 AB3194'AHEAD ON STATE HIGHWAY 6 NORTH FOR 0.25 MI (0.40 KM) TO THE SUGAR LAND
 AB3194'JET CENTER ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST FOR 0.3 MI (0.5
 AB3194'KM) ON THE AIRPORT PERIMETER ROAD AROUND THE RUNWAY AND TURNING SOUTH.
 AB3194'CONTINUE PAST THE DISPLACED THRESHOLD OF RUNWAY 17 AND STATION SGR C
 AB3194'1986 JUST SOUTH OF THE DISPLACED THRESHOLD AND ON THE LEFT.  CONTINUE
 AB3194'AHEAD FOR 0.4 MI (0.6 KM) TO THE WINDSOCK AND THE STATION ON THE
 AB3194'RIGHT.  THE STATION IS 24.3 M (79.7 FT) SOUTHEAST OF A LIGHTED
 AB3194'WINDSOCK IN A SEGMENTED CIRCLE, 20 M (65.6 FT) SOUTH OF AN IRON PIPE
 AB3194'IN A CULVERT, 13.4 M (44.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AB3194'PERIMETER ROAD, AND 0.15 M (0.49 FT) EAST-NORTHEAST FROM A WITNESS
 AB3194'POST.  MARK HAS BEEN DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION
 AB3194'(PACS) .
 AB3194
 AB3194                          STATION RECOVERY (2005)
 AB3194
 AB3194'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AB3194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6694 ***********************************************************************
 AW6694  DESIGNATION -  SHADY
 AW6694  PID         -  AW6694
 AW6694  STATE/COUNTY-  TX/HARRIS
 AW6694  USGS QUAD   -  SETTEGAST (1995)
 AW6694
 AW6694                         *CURRENT SURVEY CONTROL
 AW6694  ___________________________________________________________________
 AW6694* NAD 83(1993)-  29 51 34.86396(N)    095 20 27.51664(W)     ADJUSTED  
 AW6694* NAVD 88     -        18.3    (meters)      60.     (feet)  VERTCON   
 AW6694  ___________________________________________________________________
 AW6694  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6694  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW6694
 AW6694  HORZ ORDER  -  FIRST
 AW6694
 AW6694.The horizontal coordinates were established by classical geodetic methods
 AW6694.and adjusted by the National Geodetic Survey in February 1996..
 AW6694
 AW6694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6694
 AW6694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6694
 AW6694.The geoid height was determined by GEOID03.
 AW6694
 AW6694;                    North         East     Units Scale Factor Converg.
 AW6694;SPC TXSC     - 4,230,105.763   953,449.903   MT  0.99990505   +1 47 33.4
 AW6694;SPC TXSC     -13,878,271.99  3,128,110.22   sFT  0.99990505   +1 47 33.4
 AW6694;UTM  15      - 3,305,538.221   273,869.291   MT  1.00023095   -1 09 57.7
 AW6694
 AW6694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6694!SPC TXSC     -   1.00000143  x   0.99990505  =   0.99990648
 AW6694!UTM  15      -   1.00000143  x   1.00023095  =   1.00023238
 AW6694
 AW6694|---------------------------------------------------------------------|
 AW6694| PID    Reference Object                     Distance      Geod. Az  |
 AW6694|                                                           dddmmss.s |
 AW6694| CV6772 SHADY RM 1                           26.910 METERS 03840     |
 AW6694| CV6771 SHADY AZ MK                                        0920947.0 |
 AW6694| CV6773 SHADY RM 2                           24.221 METERS 12206     |
 AW6694|---------------------------------------------------------------------|
 AW6694
 AW6694                          SUPERSEDED SURVEY CONTROL
 AW6694
 AW6694  NAD 83(1986)-  29 51 34.87875(N)    095 20 27.49806(W) AD(       ) 1
 AW6694  NAD 27      -  29 51 34.06960(N)    095 20 26.72618(W) AD(       ) 1
 AW6694  NGVD 29 (07/19/86)   18.3    (m)           60.     (f) VERT ANG       
 AW6694
 AW6694.Superseded values are not recommended for survey control.
 AW6694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6694.See file dsdata.txt to determine how the superseded data were derived.
 AW6694
 AW6694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7386905538(NAD 83)
 AW6694_MARKER: DS = TRIANGULATION STATION DISK
 AW6694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6694_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6694
 AW6694  HISTORY     - Date     Condition        Report By
 AW6694  HISTORY     - 1968     MONUMENTED       CGS
 AW6694
 AW6694                          STATION DESCRIPTION
 AW6694
 AW6694'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6694'NO MEASUREMENT BETWEEN THE R.M.S, DUE TO TREES ON LINE.
 AW6694'
 AW6694'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE SHADY LANE
 AW6694'PARK, ABOUT 7 MILES NORTH-NORTHEAST OF THE CENTER OF HOUSTON, 3-1/2
 AW6694'MILES EAST OF INTERSTATE 45 AND ON PROPERTY OF THE CITY OF HOUSTON.
 AW6694'
 AW6694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND PARKER
 AW6694'ROAD, GO WEST ON PARKER ROAD FOR 0.2 MILE TO A CROSSROAD (JENSEN
 AW6694'DRIVE) AND THE AZIMUTH MARK ON THE RIGHT IN THE NORTHEAST ANGLE OF
 AW6694'THE INTERSECTION.  CONTINUE WEST ON PARKER ROAD FOR 0.3 MILE TO
 AW6694'HOUSE NO. 2910 ON THE LEFT AND THE STATION ON THE RIGHT.
 AW6694'
 AW6694'THE STATION MARK IS A STANDARD DISK STAMPED SHADY 1968, SET IN THE
 AW6694'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6694'GROUND.  IT IS 98 FEET NORTHWEST OF POWER POLE NO. 1, 93 FEET
 AW6694'NORTH-NORTHEAST OF POWER POLE NO. 2902, 68 FEET NORTH OF THE
 AW6694'CENTER OF PARKER ROAD, 58 FEET WEST OF A NORTH-SOUTH FENCE LINE
 AW6694'AND 44 FEET EAST-SOUTHEAST OF A 14 INCH TREE WITH A TRIANGULAR
 AW6694'BLAZE.
 AW6694'
 AW6694'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SHADY NO 1 1968, SET IN
 AW6694'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6694'GROUND.  IT IS 107 FEET NORTHEAST OF THE TRIANGULAR BLAZED TREE,
 AW6694'16 FEET NORTH OF A TRIPLE TRUNKED TREE AND 2 FEET WEST OF THE
 AW6694'NORTH-SOUTH FENCE LINE.
 AW6694'
 AW6694'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SHADY NO 2 1968, SET
 AW6694'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6694'GROUND.  IT IS 67 FEET NORTHWEST OF A FIRE HYDRANT, 48 FEET
 AW6694'NORTH-NORTHEAST OF POWER POLE NO. 1, 26 FEET NORTH OF THE CENTER
 AW6694'OF PARKER ROAD AND 2 FEET WEST OF A METAL WITNESS POST.
 AW6694'
 AW6694'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHADY 1968, SET IN THE
 AW6694'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6694'GROUND.  IT IS 49 FEET EAST OF THE CENTER OF JENSEN DRIVE, 29 FEET
 AW6694'NORTH OF THE CENTER OF PARKER ROAD, 3 FEET SOUTH-SOUTHEAST OF
 AW6694'POWER POLE NO. 12045 AND 1.7 FEET SOUTHWEST OF A METAL WITNESS
 AW6694'POST.
 AW6694'
 AW6694'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2753 ***********************************************************************
 BY2753  DESIGNATION -  SHADY GROVE TEX FOREST S LOT
 BY2753  PID         -  BY2753
 BY2753  STATE/COUNTY-  TX/HOUSTON
 BY2753  USGS QUAD   -  FODICE (1963)
 BY2753
 BY2753                         *CURRENT SURVEY CONTROL
 BY2753  ___________________________________________________________________
 BY2753* NAD 83(1993)-  31 12 50.39866(N)    095 20 53.12981(W)     ADJUSTED  
 BY2753* NAVD 88     -                                                        
 BY2753  ___________________________________________________________________
 BY2753  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BY2753  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY2753
 BY2753  HORZ ORDER  -  THIRD
 BY2753
 BY2753.The horizontal coordinates were established by classical geodetic methods
 BY2753.and adjusted by the National Geodetic Survey in February 1996..
 BY2753
 BY2753
 BY2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2753
 BY2753.The geoid height was determined by GEOID03.
 BY2753
 BY2753;                    North         East     Units Scale Factor Converg.
 BY2753;SPC TX C     - 3,182,171.800 1,174,833.385   MT  0.99988860   +2 34 03.7
 BY2753;SPC TX C     -10,440,175.31  3,854,432.53   sFT  0.99988860   +2 34 03.7
 BY2753;UTM  15      - 3,455,695.089   276,309.897   MT  1.00021723   -1 13 02.5
 BY2753
 BY2753                          SUPERSEDED SURVEY CONTROL
 BY2753
 BY2753  NAD 83(1986)-  31 12 50.40907(N)    095 20 53.11576(W) AD(       ) 4
 BY2753  NAD 27      -  31 12 49.75200(N)    095 20 52.32500(W) AD(       ) 3
 BY2753
 BY2753.Superseded values are not recommended for survey control.
 BY2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2753.See file dsdata.txt to determine how the superseded data were derived.
 BY2753
 BY2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7631055695(NAD 83)
 BY2753_MARKER: 57 = LOOKOUT TOWER
 BY2753
 BY2753  HISTORY     - Date     Condition        Report By
 BY2753  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2753
 BY2753                          STATION DESCRIPTION
 BY2753
 BY2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2753'STATION IS ABOUT 9 MILES SE OF CROCKETT, 1.6 MILES W OF THE
 BY2753'SHADY GROVE SCHOOL AND 2.1 MILES S OF U.S. HIGHWAY 287.  IT IS
 BY2753'A STANDARD TYPE LOOKOUT TOWER, OF STEEL CONSTRUCTION WITH
 BY2753'ENCLOSED CROWS NEST AT THE TOP.  IT IS ABOUT 110 FEET HIGH.
 BY2753'THE POINT LOCATED WAS THE APEX OF THE PYRAMIDAL ROOF.
 BY2753'
 BY2753'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0895 ***********************************************************************
 EN0895  DESIGNATION -  SHAFER
 EN0895  PID         -  EN0895
 EN0895  STATE/COUNTY-  TX/SWISHER
 EN0895  USGS QUAD   -  TULE LAKE (1968)
 EN0895
 EN0895                         *CURRENT SURVEY CONTROL
 EN0895  ___________________________________________________________________
 EN0895* NAD 83(1993)-  34 31 43.38240(N)    101 40 12.62487(W)     ADJUSTED  
 EN0895* NAVD 88     -      1041.4    (meters)    3417.     (feet)  VERTCON   
 EN0895  ___________________________________________________________________
 EN0895  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 EN0895  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EN0895
 EN0895  HORZ ORDER  -  FIRST
 EN0895
 EN0895.The horizontal coordinates were established by classical geodetic methods
 EN0895.and adjusted by the National Geodetic Survey in February 1996..
 EN0895
 EN0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0895
 EN0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0895
 EN0895.The geoid height was determined by GEOID03.
 EN0895
 EN0895;                    North         East     Units Scale Factor Converg.
 EN0895;SPC TX N     - 1,058,669.320   184,376.157   MT  1.00003032   -0 05 55.0
 EN0895;SPC TX N     - 3,473,317.59    604,907.44   sFT  1.00003032   -0 05 55.0
 EN0895;UTM  14      - 3,824,019.986   254,921.522   MT  1.00034040   -1 30 51.3
 EN0895
 EN0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0895!SPC TX N     -   0.99984070  x   1.00003032  =   0.99987101
 EN0895!UTM  14      -   0.99984070  x   1.00034040  =   1.00018104
 EN0895
 EN0895|---------------------------------------------------------------------|
 EN0895| PID    Reference Object                     Distance      Geod. Az  |
 EN0895|                                                           dddmmss.s |
 EN0895| CJ8462 SHAFER RM 3                          28.119 METERS 06737     |
 EN0895| CJ8463 SHAFER RM 4                          39.560 METERS 15751     |
 EN0895| CJ8460 SHAFER RM 1 AZIMUTH                                1833102.4 |
 EN0895| EN0846 KRESS FARMERS ELEVATOR              APPROX.19.2 KM 2015007.0 |
 EN0895| EN0847 KRESS MUNICIPAL TANK                APPROX.19.5 KM 2015800.0 |
 EN0895| EN0907 TULIA RAD STA KTUE MST              APPROX.10.3 KM 2683622.8 |
 EN0895| CJ8461 SHAFER RM 2                          31.105 METERS 27302     |
 EN0895| EN0901 TULIA SWISHER CO CTHSE CUPOLA       APPROX. 8.6 KM 2754838.4 |
 EN0895| EN0903 TULIA MUNICIPAL TANK                APPROX. 8.8 KM 2772514.6 |
 EN0895| EN0904 TULIA NORTH MUNICIPAL TANK          APPROX. 8.5 KM 2805925.0 |
 EN0895| EN0899 HAPPY MUNICIPAL TANK                APPROX.29.4 KM 3243606.9 |
 EN0895|---------------------------------------------------------------------|
 EN0895
 EN0895                          SUPERSEDED SURVEY CONTROL
 EN0895
 EN0895  NAD 83(1993)-  34 31 43.38832(N)    101 40 12.61947(W) AD(       ) 1
 EN0895  NAD 83(1986)-  34 31 43.38870(N)    101 40 12.61884(W) AD(       ) 1
 EN0895  NAD 27      -  34 31 43.16900(N)    101 40 10.96900(W) AD(       ) 1
 EN0895  NGVD 29 (07/28/98) 1041.0    (m)         3415.     (f) VERT ANG       
 EN0895
 EN0895.Superseded values are not recommended for survey control.
 EN0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0895.See file dsdata.txt to determine how the superseded data were derived.
 EN0895
 EN0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5492224020(NAD 83)
 EN0895_MARKER: DS = TRIANGULATION STATION DISK
 EN0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0895
 EN0895  HISTORY     - Date     Condition        Report By
 EN0895  HISTORY     - 1931     MONUMENTED       CGS
 EN0895  HISTORY     - 1959     GOOD             CGS
 EN0895  HISTORY     - 1964     GOOD             CGS
 EN0895  HISTORY     - 1965     GOOD             USGS
 EN0895
 EN0895                          STATION DESCRIPTION
 EN0895
 EN0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 EN0895'FIVE AND ONE-HALF MILES E AND 1/2 MILE S OF TULIA, ON LAND
 EN0895'OWNED AND OCCUPIED BY H.L. SHAFER, 81 FEET E OF CENTER OF N-S
 EN0895'SECTION-LINE ROAD, 53 FEET E OF FENCE LINE, 32.9 FEET S OF FENCE
 EN0895'LINE, AND 60 FEET S BY W FROM A SOD BLOCK HOUSE TRIMMED IN
 EN0895'GREEN.  STATION REACHED FROM TULIA BY PROCEEDING S FROM OBELISK
 EN0895'MILEPOST IN CENTER OF MAIN STREET, 0.5 MILE TO A T-INTERSECTION,
 EN0895'THERE TURNING E ON ROAD WITH TRANSMISSION LINE ALONGSIDE AND
 EN0895'GOING E 5.5 MILES TO THE T-INTERSECTION AND SOD HOUSE
 EN0895'MENTIONED ABOVE.
 EN0895'
 EN0895'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 EN0895'SET IN CONCRETE.
 EN0895'
 EN0895'SURFACE MARK PROJECTS 5 INCHES ABOVE GROUND.
 EN0895'
 EN0895'REFERENCE MARK NO. 1 PROJECTS 4 INCHES ABOVE GROUND, AND IS IN
 EN0895'FENCE CORNER 0.25 MILE FROM STATION, S 03 DEG 31 MIN W.
 EN0895'
 EN0895'REFERENCE MARK NO. 2 PROJECTS 5 INCHES ABOVE GROUND, AND IS IN
 EN0895'FENCE LINE, 102.05 FEET FROM STATION, N 86 DEG 58 MIN W.
 EN0895'
 EN0895'OTHER BEARINGS FROM STATION ARE--TULIA, SWISHER COUNTY COURTHOUSE,
 EN0895'CUPOLA, FINIAL, N 84 DEG 11 MIN W.  TULIA, MUNICIPAL WATER
 EN0895'TANK, N 82 DEG 35 MIN W.  HAPPY, MUNICIPAL WATER TANK,
 EN0895'N 35 DEG 24 MIN W.
 EN0895
 EN0895                          STATION RECOVERY (1959)
 EN0895
 EN0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HDW)
 EN0895'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION
 EN0895'AS DESCRIBED.  REFERENCE MARK NO. 2 DESTROYED BY A ROAD GRADER.
 EN0895'CONCRETE BLOCK WITH PLATE INTACT FOUND NEAR LOCATION.  DIRECTIONS
 EN0895'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EN0895
 EN0895                          STATION RECOVERY (1964)
 EN0895
 EN0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0895'THE STATION AND REFERENCE MARK 1 WERE RECOVERED.  REFERENCE MARK
 EN0895'2 WAS RECOVERED, HOWEVER, THE MONUMENT WITH DISK INTACT HAD BEEN
 EN0895'DISLODGED FROM ITS ORIGINAL POSITION.  TWO NEW REFERENCE MARKS WERE
 EN0895'ESTABLISHED.
 EN0895'
 EN0895'THE STATION IS ABOUT 5-1/2 MILES EAST OF TULIA AT THE SITE OF
 EN0895'AN ABANDONED ADOBE RANCH HOUSE OWNED BY H.L. SHAFER.
 EN0895'
 EN0895'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE IN
 EN0895'TULIA, GO NORTH FOR 0.5 MILE TO NORTHEAST SIXTH STREET.  TURN
 EN0895'RIGHT AND GO EAST ON NORTHEAST SIXTH STREET FOR 0.25 MILE TO
 EN0895'A FORK.  BEAR RIGHT AND CONTINUE EAST FOR 5.35 MILES TO A
 EN0895'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.85 MILE TO THE STATION
 EN0895'ON THE LEFT.  CONTINUE SOUTH FOR 0.2 MILE TO REFERENCE MARK 1
 EN0895'ON THE LEFT.
 EN0895'
 EN0895'THE STATION MARK IS A STANDARD DISK, STAMPED SHAFER 1931, SET
 EN0895'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 EN0895'INCHES.  IT IS 133.7 FEET NORTHEAST OF A FENCE CORNER, 121.3 FEET
 EN0895'NORTH OF AN EAST-WEST FENCE, 81.5 FEET EAST OF THE CENTERLINE
 EN0895'OF THE MAIN ROAD, 55.6 FEET EAST OF A NORTH-SOUTH FENCE, 42.2
 EN0895'FEET SOUTH OF A POWERLINE POLE AND 3.9 FEET SOUTH-SOUTHEAST OF A
 EN0895'WITNESS POST.
 EN0895'
 EN0895'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SHAFER NO 3 1931,
 EN0895'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 EN0895'2 INCHES.  IT IS 165.7 FEET EAST OF THE CENTERLINE OF THE MAIN
 EN0895'ROAD, 138.4 FEET EAST OF THE NORTH-SOUTH FENCE, 7.0 FEET WEST
 EN0895'OF A POWERLINE POLE AND AT ABOUT THE SAME ELEVATION AS THE
 EN0895'STATION.
 EN0895'
 EN0895'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED SHAFER NO 4 1931,
 EN0895'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 EN0895'GROUND.  IT IS 1 FOOT NORTH OF THE EAST-WEST FENCE, 9.9 FEET
 EN0895'NORTH OF THE CENTERLINE OF A FIELD ROAD AND 105.0 FEET EAST OF
 EN0895'THE FENCE CORNER AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0895'
 EN0895'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHAFER NO 1 1931,
 EN0895'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 EN0895'4 INCHES.  IT IS 27.8 FEET EAST OF THE CENTERLINE OF THE MAIN
 EN0895'ROAD, 9.4 FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD, 1.7
 EN0895'FEET EAST OF A WITNESS POST AND 3.1 FEET NORTHEAST OF A POWERLINE
 EN0895'POLE.
 EN0895
 EN0895                          STATION RECOVERY (1965)
 EN0895
 EN0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0895'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34101-4, STATION 1004.
 EN0895'RECOVERED BY USGS IN 1965.
 EN0895'STATION MARK--STANDARD USC AND GS DISK STAMPED---SHAFER 1931---, SET
 EN0895'IN CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0396 ***********************************************************************
 BA0396  DESIGNATION -  SHAFTER
 BA0396  PID         -  BA0396
 BA0396  STATE/COUNTY-  TX/TERRELL
 BA0396  USGS QUAD   -  SHAFTER CANYON (1983)
 BA0396
 BA0396                         *CURRENT SURVEY CONTROL
 BA0396  ___________________________________________________________________
 BA0396* NAD 83(1993)-  29 50 42.78487(N)    102 03 37.98449(W)     ADJUSTED  
 BA0396* NAVD 88     -       635.6    (meters)    2085.     (feet)  VERTCON   
 BA0396  ___________________________________________________________________
 BA0396  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BA0396  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 BA0396
 BA0396  HORZ ORDER  -  FIRST
 BA0396
 BA0396.The horizontal coordinates were established by classical geodetic methods
 BA0396.and adjusted by the National Geodetic Survey in February 1996..
 BA0396
 BA0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 BA0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BA0396
 BA0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0396
 BA0396.The geoid height was determined by GEOID03.
 BA0396
 BA0396;                    North         East     Units Scale Factor Converg.
 BA0396;SPC TXSC     - 4,226,842.036   304,304.119   MT  0.99990278   -1 29 57.8
 BA0396;SPC TXSC     -13,867,564.25    998,371.10   sFT  0.99990278   -1 29 57.8
 BA0396;UTM  13      - 3,305,261.999   784,005.274   MT  1.00059530   +1 27 49.8
 BA0396;UTM  14      - 3,305,567.316   204,288.435   MT  1.00067906   -1 31 27.2
 BA0396
 BA0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0396!SPC TXSC     -   0.99990376  x   0.99990278  =   0.99980655
 BA0396!UTM  13      -   0.99990376  x   1.00059530  =   1.00049900
 BA0396!UTM  14      -   0.99990376  x   1.00067906  =   1.00058275
 BA0396
 BA0396|---------------------------------------------------------------------|
 BA0396| PID    Reference Object                     Distance      Geod. Az  |
 BA0396|                                                           dddmmss.s |
 BA0396| CI0463 SHAFTER RM 1                         56.480 METERS 01133     |
 BA0396| CI0464 SHAFTER RM 2                         32.662 METERS 08718     |
 BA0396| CI0462 SHAFTER AZ MK                                      2304109.3 |
 BA0396|---------------------------------------------------------------------|
 BA0396
 BA0396                          SUPERSEDED SURVEY CONTROL
 BA0396
 BA0396  NAD 83(1986)-  29 50 42.74960(N)    102 03 38.02018(W) AD(       ) 1
 BA0396  NAD 27      -  29 50 42.04300(N)    102 03 36.55300(W) AD(       ) 1
 BA0396  NGVD 29 (07/19/86)  635.4    (m)         2085.     (f) VERT ANG       
 BA0396
 BA0396.Superseded values are not recommended for survey control.
 BA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0396.See file dsdata.txt to determine how the superseded data were derived.
 BA0396
 BA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP8400505262(NAD 83)
 BA0396_MARKER: DS = TRIANGULATION STATION DISK
 BA0396_SETTING: 80 = SET IN A BOULDER
 BA0396_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BA0396
 BA0396  HISTORY     - Date     Condition        Report By
 BA0396  HISTORY     - 1934     MONUMENTED       CGS
 BA0396  HISTORY     - 1943     GOOD             IBC
 BA0396
 BA0396                          STATION DESCRIPTION
 BA0396
 BA0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0396'ABOUT 14 MILES SOUTH-SOUTHEAST OF DRYDEN, WHICH IS A SMALL
 BA0396'VILLAGE ON U.S. HIGHWAY 90, 3.5 MILES NORTH OF THE RIO GRANDE
 BA0396'AND 2 MILES EAST OF THE DRYDEN-SHAFTER ROAD CROSSING.  THE
 BA0396'MARK IS ON THE HIGHEST POINT OF AN EAST-WEST SPUR RIDGE, THE
 BA0396'MAIN RIDGE, WHICH IS HIGHER, EXTENDS NORTH AND SOUTH.
 BA0396'
 BA0396'TO REACH FROM DRYDEN, FOLLOW U.S. HIGHWAY 90 EAST FOR 0.7
 BA0396'MILE.  TURN SOUTH ON GRADED ROAD AND CONTINUE FOR 0.4 MILE.
 BA0396'TAKE RIGHT FORK AND FOLLOW 2.0 MILES TO A GATE, THENCE 1.45
 BA0396'MILES TO ANOTHER GATE.  CONTINUE 1.7 MILES TO A RED GATE POSTED
 BA0396'LOMA VISTA RANCH.  CONTINUE 2.5 MILES TO A GATE NEAR LARGE
 BA0396'WINDMILL AND TANK.  FOLLOW THE MAIN ROAD 0.8 MILES TO A
 BA0396'TIN SHEEP SHED.  LEAVE THE MAIN ROAD AND GO EAST ON DIM
 BA0396'UNIMPROVED ROAD FOR 1.9 MILES TO ANOTHER RED GATE.  TAKE RIGHT
 BA0396'HAND FORK AND CONTINUE 0.85 MILES TO A POINT WHERE THE ROAD
 BA0396'BEARS TO THE WEST.  LEAVE THE ROAD HERE AND BEAR SOUTH
 BA0396'TOWARD THE RIDGE.  THE STATION IS ON THE HIGHEST POINT OF
 BA0396'THE FIRST HILL.
 BA0396'
 BA0396'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BA0396'DISKS SET IN BOULDERS.
 BA0396'
 BA0396'REFERENCE MARK NO. 2 IS ON THE SLOPE OF THE MOUNTAIN.
 BA0396'
 BA0396'AZIMUTH MARK AT THE TOP OF THE RIDGE TO THE WEST OF THE STATION
 BA0396'AND MARKED BY A SMALL ROCK CAIRN.
 BA0396
 BA0396                          STATION RECOVERY (1943)
 BA0396
 BA0396'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (LML)
 BA0396'LETTER OF MR. L.M. LAWSON, COMMISSIONER, INTERNATIONAL BOUNDARY
 BA0396'COMMISSION, U.S. AND MEXICO, FIRST NATIONAL BANK BUILDING,
 BA0396'EL PASO, TEXAS, DATED 12/13/43--
 BA0396'
 BA0396'FOUND BUT NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0328 ***********************************************************************
 BB0328  DESIGNATION -  SHAFTER
 BB0328  PID         -  BB0328
 BB0328  STATE/COUNTY-  TX/PRESIDIO
 BB0328  USGS QUAD   -  SHAFTER (1983)
 BB0328
 BB0328                         *CURRENT SURVEY CONTROL
 BB0328  ___________________________________________________________________
 BB0328* NAD 83(1993)-  29 52 20.81411(N)    104 16 28.39632(W)     ADJUSTED  
 BB0328* NAVD 88     -      1350.     (meters)    4429.     (feet)  SCALED    
 BB0328  ___________________________________________________________________
 BB0328  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 BB0328  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BB0328
 BB0328  HORZ ORDER  -  SECOND
 BB0328
 BB0328.The horizontal coordinates were established by classical geodetic methods
 BB0328.and adjusted by the National Geodetic Survey in February 1996..
 BB0328
 BB0328.The orthometric height was scaled from a topographic map.
 BB0328
 BB0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0328
 BB0328.The geoid height was determined by GEOID03.
 BB0328
 BB0328;                    North         East     Units Scale Factor Converg.
 BB0328;SPC TXSC     - 4,237,478.871    90,648.337   MT  0.99990711   -2 35 02.7
 BB0328;SPC TXSC     -13,902,461.93    297,402.09   sFT  0.99990711   -2 35 02.7
 BB0328;UTM  13      - 3,304,872.644   570,057.790   MT  0.99966055   +0 21 40.8
 BB0328
 BB0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0328!SPC TXSC     -   0.99979143  x   0.99990711  =   0.99969856
 BB0328!UTM  13      -   0.99979143  x   0.99966055  =   0.99945205
 BB0328
 BB0328|---------------------------------------------------------------------|
 BB0328| PID    Reference Object                     Distance      Geod. Az  |
 BB0328|                                                           dddmmss.s |
 BB0328| CI0466 SHAFTER RM 1                          6.423 METERS 06107     |
 BB0328| CI0467 SHAFTER RM 2                          6.638 METERS 12149     |
 BB0328| CI0465 SHAFTER AZ MK                                      3275045.9 |
 BB0328|---------------------------------------------------------------------|
 BB0328
 BB0328                          SUPERSEDED SURVEY CONTROL
 BB0328
 BB0328  NAD 83(1986)-  29 52 20.80743(N)    104 16 28.39403(W) AD(       ) 2
 BB0328  NAD 27      -  29 52 20.18900(N)    104 16 26.71000(W) AD(       ) 2
 BB0328
 BB0328.Superseded values are not recommended for survey control.
 BB0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0328.See file dsdata.txt to determine how the superseded data were derived.
 BB0328
 BB0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP7005804873(NAD 83)
 BB0328_MARKER: DD = SURVEY DISK
 BB0328_SETTING: 66 = SET IN ROCK OUTCROP
 BB0328
 BB0328  HISTORY     - Date     Condition        Report By
 BB0328  HISTORY     - 1943     MONUMENTED       CGS
 BB0328  HISTORY     - 1958     GOOD             AMS
 BB0328
 BB0328                          STATION DESCRIPTION
 BB0328
 BB0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BB0328'THE STATION IS LOCATED ON A PROMINENT ONE OF A GROUP OF
 BB0328'RIM-ROCKED HILLS, LYING 4 MILES, AIR LINE, N OF SHAFTER, 36
 BB0328'MILES SSW OF MARFA, 1/3 MILE E OF THE MARFA-SHAFTER HIGHWAY.
 BB0328'THE COUNTRY TO THE N IS A FLAT VALLEY.
 BB0328'
 BB0328'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BB0328'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 BB0328'SURFACE OF THE GROUND.  IT IS STAMPED SHAFTER 1942.
 BB0328'
 BB0328'NO UNDERGROUND MARK WAS ESTABLISHED.
 BB0328'
 BB0328'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BB0328'IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 BB0328'GROUND AND 18 INCHES BELOW THE STATION MARK.  IT IS STAMPED
 BB0328'SHAFTER NO. 1 1942.
 BB0328'
 BB0328'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL
 BB0328'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 BB0328'OF THE GROUND AND IS APPROXIMATELY 1-1/2 FEET LOWER THAN THE
 BB0328'STATION MARK.  IT IS STAMPED SHAFTER NO. 2 1942.
 BB0328'
 BB0328'THE AZIMUTH MARK IS NW BY N, 75 YARDS W OF THE MAIN HIGHWAY
 BB0328'AND 3/10 MILE S OF THE POINT WHERE THE TURN IS MADE OFF THE
 BB0328'HIGHWAY TO THE STATION.  IT IS A BRONZE DISK CEMENTED IN A
 BB0328'RECTANGULAR PROJECTION OF ROCK OUTCROP WHICH IS 6 FEET HIGH.
 BB0328'THIS IS JUST N OF A ROCK WHICH IS LOCALLY KNOWN AS ELEPHANT
 BB0328'ROCK.  THE MARK IS STAMPED SHAFTER 1942.
 BB0328'
 BB0328'TO REACH THE STATION FROM SHAFTER GO N ON THE MAIN HIGHWAY
 BB0328'TOWARD MARFA 5.7 MILES TO TWO FORKS LEADING RIGHT, E, OFF
 BB0328'THE MAIN HIGHWAY.  THIS POINT IS 36 MILES S OF MARFA BY ROAD.
 BB0328'TURN RIGHT, E, THEN ESE ON A DIM RIGHT FORK AND GO 0.2 MILE
 BB0328'TO THE E SIDE OF A GROUP OF CORRALS.  BEAR SOUTHERLY ABOUT
 BB0328'1/10 MILE TO THE N BASE OF THE STATION HILL.  PACK SOUTHERLY
 BB0328'TO THE HIGHEST POINT AND STATION.  A 20-MINUTE PACK.
 BB0328
 BB0328                          STATION RECOVERY (1958)
 BB0328
 BB0328'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BB0328'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BB0328'
 BB0328'THE STATION IS LOCATED ON THE HIGHEST POINT OF HILL.  28 FEET
 BB0328'SE OF LONE BUSH.  36 FEET NW OF LONE BUSH.  24 FEET SW OF
 BB0328'SHARP DROP TO NE.  29 FEET NW OF ROCKY LEDGE RUNNING SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8402 ***********************************************************************
 AH8402  DESIGNATION -  SHAM
 AH8402  PID         -  AH8402
 AH8402  STATE/COUNTY-  TX/NUECES
 AH8402  USGS QUAD   -  PORT INGLESIDE (1975)
 AH8402
 AH8402                         *CURRENT SURVEY CONTROL
 AH8402  ___________________________________________________________________
 AH8402* NAD 83(1993)-  27 45 14.59504(N)    097 10 27.95942(W)     ADJUSTED  
 AH8402* NAVD 88     -         2.1    (meters)       7.     (feet)  VERT ANG  
 AH8402  ___________________________________________________________________
 AH8402  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AH8402  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH8402
 AH8402  HORZ ORDER  -  THIRD
 AH8402
 AH8402.The horizontal coordinates were established by classical geodetic methods
 AH8402.and adjusted by the National Geodetic Survey in August 1998..
 AH8402
 AH8402.The orthometric height was determined by vertical angle observations.
 AH8402
 AH8402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8402
 AH8402.The geoid height was determined by GEOID03.
 AH8402
 AH8402;                    North         East     Units Scale Factor Converg.
 AH8402;SPC TX S     - 5,231,958.169   430,675.163   MT  0.99998089   +0 36 06.5
 AH8402;SPC TX S     -17,165,182.76  1,412,973.43   sFT  0.99998089   +0 36 06.5
 AH8402;UTM  14      - 3,071,293.233   679,917.583   MT  0.99999956   +0 51 01.3
 AH8402
 AH8402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8402!SPC TX S     -   1.00000379  x   0.99998089  =   0.99998468
 AH8402!UTM  14      -   1.00000379  x   0.99999956  =   1.00000335
 AH8402
 AH8402                          SUPERSEDED SURVEY CONTROL
 AH8402
 AH8402.No superseded survey control is available for this station.
 AH8402
 AH8402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7991871293(NAD 83)
 AH8402_MARKER: DD = SURVEY DISK
 AH8402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8402_STAMPING: SHAM 1989
 AH8402_MARK LOGO: NOS   
 AH8402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8402+STABILITY: SURFACE MOTION
 AH8402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8402+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8402
 AH8402  HISTORY     - Date     Condition        Report By
 AH8402  HISTORY     - 1989     MONUMENTED       NOS
 AH8402
 AH8402                          STATION DESCRIPTION
 AH8402
 AH8402'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8402'THE STATION IS LOCATED NEAR THE SOUTH POINT OF SHAMROCK ISLAND ON THE
 AH8402'EAST SIDE OF CORPUS CHRISTI BAY APPROXIMATELY 5 MILES SSE FROM PORT
 AH8402'INGLESIDE. TO REACH THE STATION FROM INGLESIDE ON THE BAY, GO BY BOAT
 AH8402'SE FOR APPROXIMATELY 6.5 MILES ACROSS CORPUS CHRISTI BAY TO THE SW
 AH8402'POINT OF SHAMROCK ISLAND AND THE STATION SITE. THE STATION IS A BRONZE
 AH8402'NOS DISK STAMPED---SHAM 1989---, SET INTO THE TOP OF A ROUND CONCRETE
 AH8402'MONUMENT.  IT IS LOCATED 25 METERS NORTH FROM THE MHWL ON SOUTH POINT
 AH8402'OF SHAMROCK ISLAND. DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0147 ***********************************************************************
 FL0147  DESIGNATION -  SHAMROCK
 FL0147  PID         -  FL0147
 FL0147  STATE/COUNTY-  TX/WHEELER
 FL0147  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0147
 FL0147                         *CURRENT SURVEY CONTROL
 FL0147  ___________________________________________________________________
 FL0147* NAD 83(1993)-  35 12 16.46411(N)    100 14 36.76881(W)     ADJUSTED  
 FL0147* NAVD 88     -       706.414  (meters)    2317.63   (feet)  ADJUSTED  
 FL0147  ___________________________________________________________________
 FL0147  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FL0147  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0147  DYNAMIC HT  -         705.681 (meters)    2315.22  (feet)  COMP
 FL0147  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 FL0147
 FL0147  HORZ ORDER  -  THIRD
 FL0147  VERT ORDER  -  FIRST     CLASS II
 FL0147
 FL0147.This mark is at Shamrock Municipal Airport (2F1)
 FL0147
 FL0147.The horizontal coordinates were established by classical geodetic methods
 FL0147.and adjusted by the National Geodetic Survey in February 1996..
 FL0147
 FL0147.The orthometric height was determined by differential leveling
 FL0147.and adjusted by the National Geodetic Survey in June 1991..
 FL0147
 FL0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0147
 FL0147.The geoid height was determined by GEOID03.
 FL0147
 FL0147.The dynamic height is computed by dividing the NAVD 88
 FL0147.geopotential number by the normal gravity value computed on the
 FL0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0147.degrees latitude (g = 980.6199 gals.).
 FL0147
 FL0147.The modeled gravity was interpolated from observed gravity values.
 FL0147
 FL0147;                    North         East     Units Scale Factor Converg.
 FL0147;SPC TX N     - 1,134,358.235   314,400.619   MT  0.99991777   +0 43 41.4
 FL0147;SPC TX N     - 3,721,640.31  1,031,496.03   sFT  0.99991777   +0 43 41.4
 FL0147;UTM  14      - 3,896,438.090   386,804.428   MT  0.99975791   -0 43 01.1
 FL0147
 FL0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0147!SPC TX N     -   0.99989326  x   0.99991777  =   0.99981104
 FL0147!UTM  14      -   0.99989326  x   0.99975791  =   0.99965120
 FL0147
 FL0147|---------------------------------------------------------------------|
 FL0147| PID    Reference Object                     Distance      Geod. Az  |
 FL0147|                                                           dddmmss.s |
 FL0147| FL0149 SHAMROCK RM 1                        18.794 METERS 04358     |
 FL0147| FL0153 SHAMROCK AZ MK                                     2133540.7 |
 FL0147| FL1949 SHAMROCK AIRPORT BEACON 1951          4.970 METERS 26957     |
 FL0147| FL0148 SHAMROCK RM 2                        15.798 METERS 32831     |
 FL0147|---------------------------------------------------------------------|
 FL0147
 FL0147                          SUPERSEDED SURVEY CONTROL
 FL0147
 FL0147  NAD 83(1993)-  35 12 16.46471(N)    100 14 36.76858(W) AD(       ) 3
 FL0147  NAD 83(1986)-  35 12 16.46783(N)    100 14 36.75975(W) AD(       ) 3
 FL0147  NAD 27      -  35 12 16.29000(N)    100 14 35.33400(W) AD(       ) 3
 FL0147  NGVD 29 (??/??/92)  706.125  (m)         2316.68   (f) ADJ UNCH    1 2
 FL0147
 FL0147.Superseded values are not recommended for survey control.
 FL0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0147.See file dsdata.txt to determine how the superseded data were derived.
 FL0147
 FL0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8680496438(NAD 83)
 FL0147_MARKER: DS = TRIANGULATION STATION DISK
 FL0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0147_STAMPING: SHAMROCK 1951
 FL0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0147+STABILITY: SURFACE MOTION
 FL0147
 FL0147  HISTORY     - Date     Condition        Report By
 FL0147  HISTORY     - 1951     MONUMENTED       CGS
 FL0147  HISTORY     - 1953     GOOD             CGS
 FL0147  HISTORY     - 1955     GOOD             CGS
 FL0147  HISTORY     - 1955     GOOD             NGS
 FL0147
 FL0147                          STATION DESCRIPTION
 FL0147
 FL0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL0147'THE STATION IS LOCATED AT THE SHAMROCK CITY AIRPORT AT THE
 FL0147'SOUTHEAST EDGE OF TOWN, 30 FEET EAST OF THE ADMINISTRATION
 FL0147'BUILDING, AND 16 FEET EAST OF AN AIRWAY BEACON.  THE STATION
 FL0147'MARK IS A BRONZE DISK STAMPED SHAMROCK 1951 AND IS SET IN A
 FL0147'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FL0147'
 FL0147'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE NORTH BOUNDARY
 FL0147'FENCE OF THE AIRPORT.  THE MARK IS A BRONZE DISK STAMPED
 FL0147'SHAMROCK NO 1 1951 AND IS SET IN A CONCRETE POST THAT IS FLUSH
 FL0147'WITH THE GROUND.
 FL0147'
 FL0147'REFERENCE MARK NO. 2 IS 1.5 FEET SOUTH OF THE NORTH BOUNDARY
 FL0147'FENCE OF THE AIRPORT.  THE MARK IS A BRONZE DISK STAMPED
 FL0147'SHAMROCK NO 2 1951 AND IS SET IN A CONCRETE POST THAT IS FLUSH
 FL0147'WITH THE GROUND.
 FL0147'
 FL0147'THE AZIMUTH MARK IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 FL0147'83, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTH
 FL0147'OF A DIRT ROAD, AND 2 FEET NORTH OF A WITNESS POST AND FENCE
 FL0147'CORNER.  THE MARK IS A BRONZE DISK STAMPED SHAMROCK 1951 AND IS
 FL0147'SET IN A CONCRETE POST THAT PROJECTS 3 INCHES.
 FL0147'
 FL0147'TO REACH THE STATION FROM THE WATER TANK IN SHAMROCK, GO SOUTH
 FL0147'ON HIGHWAY 83 FOR 0.7 MILE, TURN EAST ON CROSS ROAD AND GO
 FL0147'0.35 MILE TO BEACON AND STATION AS DESCRIBED.
 FL0147'
 FL0147'TO REACH THE AZIMUTH MARK FROM THE WATER TANK IN SHAMROCK, GO
 FL0147'SOUTH ON HIGHWAY 83 FOR 1.1 MILES TO CROSSROADS AND THE MARK ON
 FL0147'THE RIGHT AS DESCRIBED.
 FL0147
 FL0147                          STATION RECOVERY (1953)
 FL0147
 FL0147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FL0147'0.1 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0147'RAILROAD FROM THE STATION AT SHAMROCK, THENCE 0.5 MILE SOUTH
 FL0147'ALONG MADDOX STREET, THENCE 0.15 MILE EAST ALONG A GRAVELED
 FL0147'STREET, 171 FEET EAST OF BENCH MARK X 352, 35 FEET EAST OF THE
 FL0147'NORTHEAST CORNER OF THE ADMINISTRATION BUILDING AT THE SHAMROCK
 FL0147'AIRPORT, 12 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE BEACON
 FL0147'TOWER, 45.4 FEET SOUTH OF A FENCE, A TRIANGULATION STATION
 FL0147'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 FL0147'THE GROUND, STAMPED SHAMROCK 1951.
 FL0147'
 FL0147'SHAMROCK R.M. 1 IS 61.8 FEET NORTHEAST OF TRIANGULATION STATION
 FL0147'SHAMROCK 1951, 66.5 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 FL0147'BEACON TOWER, 1 FOOT SOUTH OF A FENCE, A REFERENCE MARK DISK
 FL0147'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 FL0147'STAMPED SHAMROCK NO 1 1951.
 FL0147'
 FL0147'SHAMROCK R.M. 2 IS 52.2 FEET NORTHWEST OF TRIANGULATION STATION
 FL0147'SHAMROCK 1951, 40.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FL0147'ADMINISTRATION BUILDING, 1 FOOT SOUTH OF A FENCE, A REFERENCE
 FL0147'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 FL0147'WITH THE GROUND, STAMPED SHAMROCK NO 2 1951.
 FL0147'
 FL0147'SHAMROCK 1951 AZIMUTH IS 0.7 MILE SOUTHWEST OF TRIANGULATION
 FL0147'STATION SHAMROCK 1951, 52 FEET WEST OF THE CENTER LINE OF U.S.
 FL0147'HIGHWAY 83, 25 FEET SOUTH OF THE CENTER LINE OF A GRAVELED
 FL0147'ROAD LEADING WEST, 9 FEET NORTHEAST OF A FENCE CORNER, 3 FEET
 FL0147'NORTHWEST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE
 FL0147'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 FL0147'STAMPED SHAMROCK 1951.
 FL0147
 FL0147                          STATION RECOVERY (1955)
 FL0147
 FL0147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FL0147'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0147'RAILROAD FROM THE STATION AT SHAMROCK, THENCE 0.65 MILE SOUTH
 FL0147'ALONG U.S. HIGHWAY 83, THENCE 0.15 MILE EAST ALONG 8TH STREET,
 FL0147'THENCE 0.1 MILE EAST ALONG A TRACK ROAD, 171 FEET EAST OF BENCH
 FL0147'MARK X 352, 45.4 FEET SOUTH OF A FENCE, 12 FEET NORTHEAST
 FL0147'OF THE SOUTHEAST LEG OF THE BEACON TOWER AT THE SHAMROCK
 FL0147'AIRPORT, 35 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 FL0147'SHEET METAL BUILDING, A TRIANGULATION STATION DISK SET IN
 FL0147'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 FL0147'STAMPED SHAMROCK 1951.
 FL0147'
 FL0147'SHAMROCK R.M. 1 IS 61.8 FEET NORTHEAST OF TRIANGULATION STATION
 FL0147'SHAMROCK 1951, 66.5 FEET NORTHEAST OF THE NORTHEAST LEG OF
 FL0147'THE BEACON TOWER AT THE SHAMROCK AIRPORT, 1 FOOT SOUTH OF A
 FL0147'FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FL0147'WHICH IS FLUSH WITH THE GROUND, STAMPED SHAMROCK NO 1 1951.
 FL0147'
 FL0147'SHAMROCK R.M. 2 IS 52.2 FEET NORTHWEST OF TRIANGULATION STATION
 FL0147'SHAMROCK 1951, 40.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FL0147'A SMALL SHEET METAL BUILDING, 39.4 FEET NORTH OF THE NORTHWEST
 FL0147'LEG OF THE BEACON TOWER AT THE SHAMROCK AIRPORT, 1 FOOT SOUTH
 FL0147'OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FL0147'POST WHICH IS FLUSH WITH THE GROUND, STAMPED SHAMROCK NO 2
 FL0147'1951.
 FL0147'
 FL0147'SHAMROCK 1951 AZIMUTH WAS RECOVERED AS DESCRIBED.
 FL0147
 FL0147                          STATION RECOVERY (1955)
 FL0147
 FL0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0147'1.05 MI S FROM SHAMROCK.
 FL0147'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0147'FROM THE STATION AT SHAMROCK, THENCE 0.65 MILE SOUTH ALONG U.S.
 FL0147'HIGHWAY 83, THENCE 0.15 MILE EAST ALONG 8TH STREET, THENCE 0.1 MILE
 FL0147'EAST ALONG A TRACK ROAD, 171 FEET EAST OF BENCH MARK X 352, 45.4 FEET
 FL0147'SOUTH OF A FENCE, 12 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE BEACON
 FL0147'TOWER AT THE SHAMROCK AIRPORT, 35 FEET EAST OF THE NORTHEAST CORNER OF
 FL0147'A SMALL SHEET METAL BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0147'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1170 ***********************************************************************
 AH1170  DESIGNATION -  SHAMROCK
 AH1170  PID         -  AH1170
 AH1170  STATE/COUNTY-  TX/NUECES
 AH1170  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1170
 AH1170                         *CURRENT SURVEY CONTROL
 AH1170  ___________________________________________________________________
 AH1170* NAD 83(1993)-  27 45 36.01756(N)    097 10 17.96739(W)     ADJUSTED  
 AH1170* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1170  ___________________________________________________________________
 AH1170  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AH1170  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AH1170
 AH1170  HORZ ORDER  -  SECOND
 AH1170
 AH1170.The horizontal coordinates were established by classical geodetic methods
 AH1170.and adjusted by the National Geodetic Survey in February 1996..
 AH1170
 AH1170.The orthometric height was scaled from a topographic map.
 AH1170
 AH1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1170
 AH1170.The geoid height was determined by GEOID03.
 AH1170
 AH1170;                    North         East     Units Scale Factor Converg.
 AH1170;SPC TX S     - 5,232,620.427   430,941.829   MT  0.99998226   +0 36 11.1
 AH1170;SPC TX S     -17,167,355.52  1,413,848.32   sFT  0.99998226   +0 36 11.1
 AH1170;UTM  14      - 3,071,956.655   680,181.377   MT  1.00000074   +0 51 06.5
 AH1170
 AH1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1170!SPC TX S     -   1.00000383  x   0.99998226  =   0.99998609
 AH1170!UTM  14      -   1.00000383  x   1.00000074  =   1.00000457
 AH1170
 AH1170:                Primary Azimuth Mark                     Grid Az
 AH1170:SPC TX S     -  CORPUS CHRISTI CHAN LIGHT 26             000 14 02.6
 AH1170:UTM  14      -  CORPUS CHRISTI CHAN LIGHT 26             359 59 07.2
 AH1170
 AH1170|---------------------------------------------------------------------|
 AH1170| PID    Reference Object                     Distance      Geod. Az  |
 AH1170|                                                           dddmmss.s |
 AH1170| AH1191 CORPUS CHRISTI CHAN LIGHT 26        APPROX. 7.1 KM 0005013.7 |
 AH1170| AH1190 CORPUS CHRISTI CHAN LIGHT 25        APPROX. 7.0 KM 0012728.7 |
 AH1170| AH1176 SHAMROCK POINT LIGHT                471.593 METERS 2500448.9 |
 AH1170| AH1272 SPOIL BANK LIGHT                    APPROX.10.5 KM 2551408.4 |
 AH1170| AH1243 ENCINAL CHANNEL LIGHT 31            APPROX. 9.2 KM 2593546.2 |
 AH1170| AH1261 ENCINAL CHANNEL LIGHT 32            APPROX. 9.3 KM 2600751.4 |
 AH1170| AH1335 ENCINAL CHANNEL LIGHT 25            APPROX. 8.4 KM 2710428.7 |
 AH1170| AH1323 ENCINAL CHANNEL LIGHT 26            APPROX. 8.5 KM 2712800.8 |
 AH1170| AH1168 ENCINAL CHANNEL LIGHT 19            APPROX. 8.0 KM 2841957.0 |
 AH1170| AH1324 ENCINAL CHANNEL LIGHT 20            APPROX. 8.1 KM 2843006.2 |
 AH1170| AH1331 CORPUS CHRISTI CHAN LIGHT 55        APPROX.12.0 KM 2973706.0 |
 AH1170| AH1326 CORPUS CHRISTI CHANNEL BCN 10       APPROX.12.1 KM 2981835.0 |
 AH1170| AH1167 ENCINAL CHANNEL LIGHT 13            APPROX. 8.0 KM 2982445.1 |
 AH1170| AH1333 CORPUS CHRISTI CHANNEL BCN 17       APPROX.10.1 KM 3031430.1 |
 AH1170| AH1173 ENCINAL CHAN N LEADING LIGHT        APPROX. 8.2 KM 3033608.2 |
 AH1170| AH1184 ENCINAL CHANNEL LIGHT 9             APPROX. 8.1 KM 3033709.7 |
 AH1170| AH1334 CORPUS CHRISTI CHAN LIGHT 50        APPROX.10.2 KM 3040018.4 |
 AH1170| AH1177 CORPUS CHRI CHAN CUT A W LT         APPROX. 8.9 KM 3085255.0 |
 AH1170| AH1174 CORPUS CHRISTI CHANNEL BCN 15       APPROX. 8.5 KM 3103536.3 |
 AH1170| AH1181 ENCINAL CHANNEL LIGHT 5             APPROX. 8.0 KM 3103642.3 |
 AH1170| AH1194 CORPUS CHRISTI CHAN LIGHT 44        APPROX. 8.7 KM 3112455.8 |
 AH1170| AH1172 CORPUS CHRI CHAN CUT B E LT         APPROX. 7.8 KM 3160743.3 |
 AH1170| AH1186 CORPUS CHRISTI CHAN LIGHT 37        APPROX. 7.5 KM 3224544.5 |
 AH1170| AH1193 CORPUS CHRISTI CHAN LIGHT 38        APPROX. 7.6 KM 3231440.2 |
 AH1170| AH1179 MCGLOINS BLUFF                      APPROX. 8.9 KM 3262006.0 |
 AH1170| AH1183 MC GLOINS BLUFF WINDMILL            APPROX. 8.7 KM 3272246.5 |
 AH1170| AH1192 CORPUS CHRISTI CHAN LIGHT 32        APPROX. 7.0 KM 3444916.7 |
 AH1170| CV3440 SHAMROCK RM                                        34459     |
 AH1170|---------------------------------------------------------------------|
 AH1170
 AH1170                          SUPERSEDED SURVEY CONTROL
 AH1170
 AH1170  NAD 83(1986)-  27 45 36.02448(N)    097 10 17.94442(W) AD(       ) 2
 AH1170  NAD 27      -  27 45 34.92500(N)    097 10 16.98500(W) AD(       ) 2
 AH1170
 AH1170.Superseded values are not recommended for survey control.
 AH1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1170.See file dsdata.txt to determine how the superseded data were derived.
 AH1170
 AH1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8018171957(NAD 83)
 AH1170_MARKER: DS = TRIANGULATION STATION DISK
 AH1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1170
 AH1170  HISTORY     - Date     Condition        Report By
 AH1170  HISTORY     - 1912     MONUMENTED       CGS
 AH1170  HISTORY     - 1934     GOOD             CGS
 AH1170  HISTORY     - 1937     GOOD             LOCENG
 AH1170  HISTORY     - 1938     GOOD             WESGEO
 AH1170  HISTORY     - 1949     GOOD             CGS
 AH1170
 AH1170                          STATION DESCRIPTION
 AH1170
 AH1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1170'ON THE W SHORE OF THE PENINSULA AT THE S END OF SHAMROCK
 AH1170'ISLAND, ON THE E SIDE OF CORPUS CHRISTI BAY, ABOUT 430 METERS
 AH1170'FROM THE HIGH-WATER MARK AT THE S END OF THE POINT, 475
 AH1170'METERS FROM F. OPPIKOFERS BARN ON SHAMROCK POINT, ON A RIDGE
 AH1170'OF SHELLS ABOUT 5 FEET ABOVE HIGH-WATER LINE, AND 18 METERS
 AH1170'FROM THE HIGH-WATER LINE OF CORPUS CHRISTI BAY.
 AH1170'
 AH1170'STATION IS MARKED ACCORDINGLY.  THE REFERENCE
 AH1170'MARK IS 14.55 METERS FROM THE STATION N 15 DEG 01 MIN W.
 AH1170'
 AH1170'THERE IS A SMALL MULBERRY TREE 19.82 METERS DISTANT
 AH1170'N 56 DEG 49 MIN E.  AND A SPANISH DAGGER, 6 FEET HIGH, IS 35.25
 AH1170'METERS FROM STATION S 15 DEG 27 MIN W.
 AH1170'
 AH1170'THE STATION IS MARKED BY A SURFACE AND A SUB-SURFACE
 AH1170'MARK.  THE SUBSURFACE MARK IS A STANDARD DISK STATION MARK
 AH1170'SET IN A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 2
 AH1170'FEET DEEP.  THE TOP OF THIS MARK IS ABOUT 2-1/2 FEET BELOW
 AH1170'THE GENERAL SURFACE OF THE GROUND.  THE SURFACE MARK IS
 AH1170'A STANDARD DISK STATION MARK SET IN A CYLINDER OF CONCRETE
 AH1170'20 INCHES IN DIAMETER AND 2 FEET DEEP, FLUSH WITH THE GENERAL
 AH1170'SURFACE OF THE GROUND.  A STANDARD DISK REFERENCE MARK IS
 AH1170'SET IN A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 2
 AH1170'FEET DEEP, SO THAT THE TOP OF LEVEL WITH THE GENERAL SURFACE
 AH1170'OF THE GROUND.
 AH1170
 AH1170                          STATION RECOVERY (1934)
 AH1170
 AH1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1170'STATION IS LOCATED NEAR THE S END OF SHAMROCK ISLAND WHICH
 AH1170'LIES ABOUT 4 MILES S OF HARBOR CITY, ABOUT 7 MILES SW OF
 AH1170'PORT ARANSAS, AND 3/4 MILE W OF THE W SHORE OF MUSTANG ISLAND.
 AH1170'
 AH1170'STATION IS ON A SHELL RIDGE, 525 METERS N OF THE MOST S
 AH1170'POINT OF SHAMROCK POINT, 152 METERS W OF THE E SHORE OF
 AH1170'SHAMROCK ISLAND, 23 METERS W OF THE E SIDE OF A BAYOU WHICH
 AH1170'IS PARALLEL TO THE W SHORE OF THE ISLAND, AND 141.75 METERS
 AH1170'SW BY S OF A 30-INCH PALM TREE.
 AH1170'
 AH1170'THE REFERENCE MARK FOR THIS STATION HAS BEEN DESTROYED.  A
 AH1170'MASS OF CONCRETE AND THE REFERENCE MARK WERE FOUND NEAR
 AH1170'THE STATION.
 AH1170'
 AH1170'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1170'ARANSAS PASS, WATER TANK, 0 DEG.  30-INCH PALM TREE, 17 DEG.
 AH1170'PORT ARANSAS, WATER TANK, 40 DEG.  SHAMROCK PT., 186 DEG.
 AH1170'PLAZA HOTEL, CORPUS CHRISTI, 272 DEG.  CORPUS CHRISTI CHANNEL
 AH1170'BEACON 13, 317 DEG.  OIL DOCK, HARBOR CITY, 334 DEG.  CORPUS
 AH1170'CHRISTI CHANNEL BEACON 6, 353 DEG.
 AH1170'
 AH1170'HEIGHT OF LIGHT ABOVE STATION MARK - 4.6 METERS.
 AH1170
 AH1170                          STATION RECOVERY (1937)
 AH1170
 AH1170'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 AH1170'RECOVERED BY GEOTECHNICAL CORPORATION
 AH1170'
 AH1170'RECOVERED.
 AH1170
 AH1170                          STATION RECOVERY (1938)
 AH1170
 AH1170'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AH1170'RECOVERED IN GOOD CONDITION.
 AH1170
 AH1170                          STATION RECOVERY (1949)
 AH1170
 AH1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1170'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION
 AH1170'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 AH1170'
 AH1170'1.  STATION IS 27 METERS E OF THE E SIDE OF A SMALL BAYOU
 AH1170'WHICH IS PARALLEL TO THE W SHORE OF THE ISLAND.
 AH1170'
 AH1170'2.  THE DISK, WHICH IS A BRONZE STATION DISK, IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1949 ***********************************************************************
 FL1949  DESIGNATION -  SHAMROCK AIRPORT BEACON 1951
 FL1949  PID         -  FL1949
 FL1949  STATE/COUNTY-  TX/WHEELER
 FL1949  USGS QUAD   -  SHAMROCK EAST (1978)
 FL1949
 FL1949                         *CURRENT SURVEY CONTROL
 FL1949  ___________________________________________________________________
 FL1949* NAD 83(1993)-  35 12 16.46397(N)    100 14 36.96530(W)     ADJUSTED  
 FL1949* NAVD 88     -       706.     (meters)    2316.     (feet)  SCALED    
 FL1949  ___________________________________________________________________
 FL1949  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FL1949  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1949
 FL1949  HORZ ORDER  -  THIRD
 FL1949
 FL1949.This mark is at Shamrock Municipal Airport (2F1)
 FL1949
 FL1949.The horizontal coordinates were established by classical geodetic methods
 FL1949.and adjusted by the National Geodetic Survey in February 1996..
 FL1949
 FL1949.The orthometric height was scaled from a topographic map.
 FL1949
 FL1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1949
 FL1949.The geoid height was determined by GEOID03.
 FL1949
 FL1949;                    North         East     Units Scale Factor Converg.
 FL1949;SPC TX N     - 1,134,358.167   314,395.649   MT  0.99991777   +0 43 41.3
 FL1949;SPC TX N     - 3,721,640.09  1,031,479.73   sFT  0.99991777   +0 43 41.3
 FL1949;UTM  14      - 3,896,438.148   386,799.459   MT  0.99975792   -0 43 01.2
 FL1949
 FL1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1949!SPC TX N     -   0.99989328  x   0.99991777  =   0.99981106
 FL1949!UTM  14      -   0.99989328  x   0.99975792  =   0.99965123
 FL1949
 FL1949                          SUPERSEDED SURVEY CONTROL
 FL1949
 FL1949  NAD 83(1993)-  35 12 16.46456(N)    100 14 36.96506(W) AD(       ) 4
 FL1949  NAD 83(1986)-  35 12 16.46769(N)    100 14 36.95624(W) AD(       ) 4
 FL1949  NAD 27      -  35 12 16.29000(N)    100 14 35.53000(W) AD(       ) 3
 FL1949
 FL1949.Superseded values are not recommended for survey control.
 FL1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1949.See file dsdata.txt to determine how the superseded data were derived.
 FL1949
 FL1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8679996438(NAD 83)
 FL1949_MARKER: 21 = AIRPORT BEACON
 FL1949
 FL1949  HISTORY     - Date     Condition        Report By
 FL1949  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1949
 FL1949                          STATION DESCRIPTION
 FL1949
 FL1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1949'THE ROTATING BEACON ATOP THE CIVIL AERONAUTICS AUTHORITY
 FL1949'STRUCTURAL STEEL TOWER ABOUT 75 FEET HIGH, LOCATED AT THE
 FL1949'AIRPORT IN THE SOUTHEAST EDGE OF SHAMROCK.  IT IS APPROX. 20
 FL1949'FEET EAST OF THE ADMINISTRATION BUILDING AND 4.970 METERS
 FL1949'(16.30 FT) WEST OF TRIANGULATION STATION SHAMROCK.  THE CENTER
 FL1949'OF THE BASE OF THE TOWER WAS THE POINT MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0153 ***********************************************************************
 FL0153  DESIGNATION -  SHAMROCK AZ MK
 FL0153  PID         -  FL0153
 FL0153  STATE/COUNTY-  TX/WHEELER
 FL0153  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0153
 FL0153                         *CURRENT SURVEY CONTROL
 FL0153  ___________________________________________________________________
 FL0153* NAD 83(1986)-  35 11 49.     (N)    100 14 57.     (W)     SCALED    
 FL0153* NAVD 88     -       695.374  (meters)    2281.41   (feet)  ADJUSTED  
 FL0153  ___________________________________________________________________
 FL0153  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL0153  DYNAMIC HT  -         694.650 (meters)    2279.03  (feet)  COMP
 FL0153  MODELED GRAV-     979,570.0   (mgal)                       NAVD 88
 FL0153
 FL0153  VERT ORDER  -  FIRST     CLASS II
 FL0153
 FL0153.The horizontal coordinates were scaled from a topographic map and have
 FL0153.an estimated accuracy of +/- 6 seconds.
 FL0153
 FL0153.The orthometric height was determined by differential leveling
 FL0153.and adjusted by the National Geodetic Survey in June 1991..
 FL0153
 FL0153.The geoid height was determined by GEOID03.
 FL0153
 FL0153.The dynamic height is computed by dividing the NAVD 88
 FL0153.geopotential number by the normal gravity value computed on the
 FL0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0153.degrees latitude (g = 980.6199 gals.).
 FL0153
 FL0153.The modeled gravity was interpolated from observed gravity values.
 FL0153
 FL0153;                    North         East    Units  Estimated Accuracy
 FL0153;SPC TX N     - 1,133,510.      313,900.      MT  (+/- 180 meters Scaled)
 FL0153
 FL0153                          SUPERSEDED SURVEY CONTROL
 FL0153
 FL0153  NGVD 29 (??/??/92)  695.08   (m)         2280.4    (f) COMPUTED    1 2
 FL0153
 FL0153.Superseded values are not recommended for survey control.
 FL0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0153.See file dsdata.txt to determine how the superseded data were derived.
 FL0153
 FL0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD862955(NAD 83)
 FL0153_MARKER: DZ = AZIMUTH MARK DISK
 FL0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0153_STAMPING: SHAMROCK 1951
 FL0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0153+STABILITY: SURFACE MOTION
 FL0153
 FL0153  HISTORY     - Date     Condition        Report By
 FL0153  HISTORY     - 1951     MONUMENTED       CGS
 FL0153  HISTORY     - 1953     GOOD             NGS
 FL0153
 FL0153                          STATION DESCRIPTION
 FL0153
 FL0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0153'1.35 MI S FROM SHAMROCK.
 FL0153'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0153'FROM THE STATION AT SHAMROCK, THENCE 1.2 MILES SOUTH ALONG U.S.
 FL0153'HIGHWAY 83, 52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 FL0153'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING WEST, 9 FEET
 FL0153'NORTHEAST OF A FENCE CORNER, 3 FEET NORTHWEST OF A WITNESS POST, 0.7
 FL0153'MILE SOUTHWEST OF TRIANGULATION STATION SHAMROCK 1951, SET IN THE TOP
 FL0153'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1878 ***********************************************************************
 FL1878  DESIGNATION -  SHAMROCK OIL CAT CRACKING TWR
 FL1878  PID         -  FL1878
 FL1878  STATE/COUNTY-  TX/MOORE
 FL1878  USGS QUAD   -  DUMAS NORTH (1965)
 FL1878
 FL1878                         *CURRENT SURVEY CONTROL
 FL1878  ___________________________________________________________________
 FL1878* NAD 83(1993)-  35 57 12.15690(N)    101 52 46.37513(W)     ADJUSTED  
 FL1878* NAVD 88     -                                                        
 FL1878  ___________________________________________________________________
 FL1878  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 FL1878  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1878
 FL1878  HORZ ORDER  -  THIRD
 FL1878
 FL1878.The horizontal coordinates were established by classical geodetic methods
 FL1878.and adjusted by the National Geodetic Survey in February 1996..
 FL1878
 FL1878
 FL1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1878
 FL1878.The geoid height was determined by GEOID03.
 FL1878
 FL1878;                    North         East     Units Scale Factor Converg.
 FL1878;SPC TX N     - 1,216,771.184   165,760.006   MT  0.99995445   -0 13 11.9
 FL1878;SPC TX N     - 3,992,023.46    543,830.95   sFT  0.99995445   -0 13 11.9
 FL1878;UTM  14      - 3,982,610.936   240,286.212   MT  1.00043122   -1 41 29.8
 FL1878
 FL1878                          SUPERSEDED SURVEY CONTROL
 FL1878
 FL1878  NAD 83(1993)-  35 57 12.15666(N)    101 52 46.37480(W) AD(       ) 4
 FL1878  NAD 83(1986)-  35 57 12.16474(N)    101 52 46.36306(W) AD(       ) 4
 FL1878  NAD 27      -  35 57 12.03500(N)    101 52 44.73900(W) AD(       ) 3
 FL1878
 FL1878.Superseded values are not recommended for survey control.
 FL1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1878.See file dsdata.txt to determine how the superseded data were derived.
 FL1878
 FL1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4028682611(NAD 83)
 FL1878_MARKER: 55 = TOWER
 FL1878
 FL1878  HISTORY     - Date     Condition        Report By
 FL1878  HISTORY     - 1953     FIRST OBSERVED   CGS
 FL1878
 FL1878                          STATION DESCRIPTION
 FL1878
 FL1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1878'THE TOWER IS LOCATED ABOUT 8 MILES AIRLINE NORTHEAST OF
 FL1878'DUMAS, 6 MILES AIRLINE SOUTHWEST OF SUNRAY AND ABOUT 200
 FL1878'YARDS NORTH OF STATE ROUTE 119, AT THE SHAMROCK OIL COMPANY
 FL1878'REFINERY.
 FL1878'
 FL1878'THE TOWER IS A MASS OF PIPE, VALVES, AND SMALL TANKS RISING
 FL1878'268 FEET ABOVE THE GROUND.  THE CENTER OF THE TOP OF THE TOWER
 FL1878'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1176 ***********************************************************************
 AH1176  DESIGNATION -  SHAMROCK POINT LIGHT
 AH1176  PID         -  AH1176
 AH1176  STATE/COUNTY-  TX/NUECES
 AH1176  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1176
 AH1176                         *CURRENT SURVEY CONTROL
 AH1176  ___________________________________________________________________
 AH1176* NAD 83(1993)-  27 45 30.79759(N)    097 10 34.15888(W)     ADJUSTED  
 AH1176* NAVD 88     -                                                        
 AH1176  ___________________________________________________________________
 AH1176  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AH1176  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AH1176
 AH1176  HORZ ORDER  -  THIRD
 AH1176
 AH1176.The horizontal coordinates were established by classical geodetic methods
 AH1176.and adjusted by the National Geodetic Survey in February 1996..
 AH1176
 AH1176
 AH1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1176
 AH1176.The geoid height was determined by GEOID03.
 AH1176
 AH1176;                    North         East     Units Scale Factor Converg.
 AH1176;SPC TX S     - 5,232,455.098   430,500.175   MT  0.99998192   +0 36 03.7
 AH1176;SPC TX S     -17,166,813.10  1,412,399.32   sFT  0.99998192   +0 36 03.7
 AH1176;UTM  14      - 3,071,789.408   679,740.437   MT  0.99999878   +0 50 58.8
 AH1176
 AH1176                          SUPERSEDED SURVEY CONTROL
 AH1176
 AH1176  NAD 83(1986)-  27 45 30.80458(N)    097 10 34.13615(W) AD(       ) 4
 AH1176  NAD 27      -  27 45 29.68500(N)    097 10 33.17300(W) AD(       ) 3
 AH1176
 AH1176.Superseded values are not recommended for survey control.
 AH1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1176.See file dsdata.txt to determine how the superseded data were derived.
 AH1176
 AH1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7974071789(NAD 83)
 AH1176_MARKER: 14 = NAVIGATION LIGHT
 AH1176
 AH1176  HISTORY     - Date     Condition        Report By
 AH1176  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1176  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH1176
 AH1176                          STATION DESCRIPTION
 AH1176
 AH1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1176'IN THE E PART OF CORPUS CHRISTI BAY, ABOUT 7 MILES NE OF
 AH1176'THE U.S. NAVAL AIR STATION.
 AH1176'
 AH1176'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--
 AH1176'
 AH1176'NO. 4558.  OFF SHAMROCK POINT, IN 6 FEET OF WATER, A BLACK
 AH1176'BATTERY BOX ON PILE, 20 FEET HIGH.  ESTABLISHED 1943.
 AH1176
 AH1176                          STATION RECOVERY (1984)
 AH1176
 AH1176'RECOVERY NOTE BY US POWER SQUADRON 1984 (JFS)
 AH1176'THIS LIGHT WAS DESTROYED SEVERAL YEARS BACK.  THERE ARE NUMEROUS
 AH1176'LIGHTS IN THE SHAMROCK COVE AREA THAT ARE ON TOP OF OIL WELLS BUT
 AH1176'THIS ONE IS NOT THERE ANYMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1947 ***********************************************************************
 FL1947  DESIGNATION -  SHAMROCK RADIO STA KEVA MAST
 FL1947  PID         -  FL1947
 FL1947  STATE/COUNTY-  TX/WHEELER
 FL1947  USGS QUAD   -  SHAMROCK EAST (1978)
 FL1947
 FL1947                         *CURRENT SURVEY CONTROL
 FL1947  ___________________________________________________________________
 FL1947* NAD 83(1993)-  35 14 08.18636(N)    100 14 59.89249(W)     ADJUSTED  
 FL1947* NAVD 88     -                                                        
 FL1947  ___________________________________________________________________
 FL1947  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 FL1947  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL1947
 FL1947  HORZ ORDER  -  THIRD
 FL1947
 FL1947.The horizontal coordinates were established by classical geodetic methods
 FL1947.and adjusted by the National Geodetic Survey in February 1996..
 FL1947
 FL1947
 FL1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1947
 FL1947.The geoid height was determined by GEOID03.
 FL1947
 FL1947;                    North         East     Units Scale Factor Converg.
 FL1947;SPC TX N     - 1,137,793.310   313,772.282   MT  0.99991591   +0 43 28.0
 FL1947;SPC TX N     - 3,732,910.22  1,029,434.56   sFT  0.99991591   +0 43 28.0
 FL1947;UTM  14      - 3,899,887.376   386,263.024   MT  0.99975942   -0 43 16.4
 FL1947
 FL1947                          SUPERSEDED SURVEY CONTROL
 FL1947
 FL1947  NAD 83(1993)-  35 14 08.18703(N)    100 14 59.89249(W) AD(       ) 4
 FL1947  NAD 83(1986)-  35 14 08.19008(N)    100 14 59.88279(W) AD(       ) 4
 FL1947  NAD 27      -  35 14 08.01100(N)    100 14 58.45300(W) AD(       ) 3
 FL1947
 FL1947.Superseded values are not recommended for survey control.
 FL1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1947.See file dsdata.txt to determine how the superseded data were derived.
 FL1947
 FL1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8626399887(NAD 83)
 FL1947_MARKER: 42 = RADIO/TV MAST
 FL1947
 FL1947  HISTORY     - Date     Condition        Report By
 FL1947  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1947
 FL1947                          STATION DESCRIPTION
 FL1947
 FL1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1947'LOCATED 0.6 MILE NORTH OF JUNCTION OF U.S. HIGHWAY 66 AND 83
 FL1947'IN SHAMROCK, AND APPROXIMATELY 200 FEET WEST OF U.S. HIGHWAY
 FL1947'83.  A SLIM, STEEL MAST 206 FEET HIGH AND SURMOUNTED BY A
 FL1947'RED OBSTRUCTION LIGHT.  THE TOP CENTER WAS THE POINT OBSERVED
 FL1947'ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0149 ***********************************************************************
 FL0149  DESIGNATION -  SHAMROCK RM 1
 FL0149  PID         -  FL0149
 FL0149  STATE/COUNTY-  TX/WHEELER
 FL0149  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0149
 FL0149                         *CURRENT SURVEY CONTROL
 FL0149  ___________________________________________________________________
 FL0149* NAD 83(1986)-  35 12 16.     (N)    100 14 36.     (W)     SCALED    
 FL0149* NAVD 88     -       706.572  (meters)    2318.14   (feet)  ADJUSTED  
 FL0149  ___________________________________________________________________
 FL0149  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0149  DYNAMIC HT  -         705.838 (meters)    2315.74  (feet)  COMP
 FL0149  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 FL0149
 FL0149  VERT ORDER  -  FIRST     CLASS II
 FL0149
 FL0149.This mark is at Shamrock Municipal Airport (2F1)
 FL0149
 FL0149.The horizontal coordinates were scaled from a topographic map and have
 FL0149.an estimated accuracy of +/- 6 seconds.
 FL0149
 FL0149.The orthometric height was determined by differential leveling
 FL0149.and adjusted by the National Geodetic Survey in June 1991..
 FL0149
 FL0149.The geoid height was determined by GEOID03.
 FL0149
 FL0149.The dynamic height is computed by dividing the NAVD 88
 FL0149.geopotential number by the normal gravity value computed on the
 FL0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0149.degrees latitude (g = 980.6199 gals.).
 FL0149
 FL0149.The modeled gravity was interpolated from observed gravity values.
 FL0149
 FL0149;                    North         East    Units  Estimated Accuracy
 FL0149;SPC TX N     - 1,134,340.      314,420.      MT  (+/- 180 meters Scaled)
 FL0149
 FL0149                          SUPERSEDED SURVEY CONTROL
 FL0149
 FL0149  NGVD 29 (??/??/92)  706.282  (m)         2317.19   (f) ADJ UNCH    1 2
 FL0149
 FL0149.Superseded values are not recommended for survey control.
 FL0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0149.See file dsdata.txt to determine how the superseded data were derived.
 FL0149
 FL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD868964(NAD 83)
 FL0149_MARKER: DR = REFERENCE MARK DISK
 FL0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0149_STAMPING: SHAMROCK NO 1 1951
 FL0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0149+STABILITY: SURFACE MOTION
 FL0149
 FL0149  HISTORY     - Date     Condition        Report By
 FL0149  HISTORY     - 1951     MONUMENTED       CGS
 FL0149  HISTORY     - 1955     GOOD             NGS
 FL0149
 FL0149                          STATION DESCRIPTION
 FL0149
 FL0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0149'1.05 MI S FROM SHAMROCK.
 FL0149'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0149'FROM THE STATION AT SHAMROCK, THENCE 0.65 MILE SOUTH ALONG U.S.
 FL0149'HIGHWAY 83, THENCE 0.15 MILE EAST ALONG 8TH STREET, THENCE 0.1 MILE
 FL0149'EAST ALONG A TRACK ROAD, AT THE SHAMROCK AIRPORT, 66.5 FEET NORTHEAST
 FL0149'OF THE NORTHEAST LEG OF THE BEACON TOWER, 61.8 FEET NORTHEAST OF
 FL0149'TRIANGULATION STATION SHAMROCK 1951, 1 FOOT SOUTH OF A FENCE, SET IN
 FL0149'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0148 ***********************************************************************
 FL0148  DESIGNATION -  SHAMROCK RM 2
 FL0148  PID         -  FL0148
 FL0148  STATE/COUNTY-  TX/WHEELER
 FL0148  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0148
 FL0148                         *CURRENT SURVEY CONTROL
 FL0148  ___________________________________________________________________
 FL0148* NAD 83(1986)-  35 12 16.     (N)    100 14 36.     (W)     SCALED    
 FL0148* NAVD 88     -       706.568  (meters)    2318.13   (feet)  ADJUSTED  
 FL0148  ___________________________________________________________________
 FL0148  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0148  DYNAMIC HT  -         705.834 (meters)    2315.72  (feet)  COMP
 FL0148  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 FL0148
 FL0148  VERT ORDER  -  FIRST     CLASS II
 FL0148
 FL0148.This mark is at Shamrock Municipal Airport (2F1)
 FL0148
 FL0148.The horizontal coordinates were scaled from a topographic map and have
 FL0148.an estimated accuracy of +/- 6 seconds.
 FL0148
 FL0148.The orthometric height was determined by differential leveling
 FL0148.and adjusted by the National Geodetic Survey in June 1991..
 FL0148
 FL0148.The geoid height was determined by GEOID03.
 FL0148
 FL0148.The dynamic height is computed by dividing the NAVD 88
 FL0148.geopotential number by the normal gravity value computed on the
 FL0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0148.degrees latitude (g = 980.6199 gals.).
 FL0148
 FL0148.The modeled gravity was interpolated from observed gravity values.
 FL0148
 FL0148;                    North         East    Units  Estimated Accuracy
 FL0148;SPC TX N     - 1,134,340.      314,420.      MT  (+/- 180 meters Scaled)
 FL0148
 FL0148                          SUPERSEDED SURVEY CONTROL
 FL0148
 FL0148  NGVD 29 (??/??/92)  706.278  (m)         2317.18   (f) ADJ UNCH    1 2
 FL0148
 FL0148.Superseded values are not recommended for survey control.
 FL0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0148.See file dsdata.txt to determine how the superseded data were derived.
 FL0148
 FL0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD868964(NAD 83)
 FL0148_MARKER: DR = REFERENCE MARK DISK
 FL0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0148_STAMPING: SHAMROCK NO 2 1951
 FL0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0148+STABILITY: SURFACE MOTION
 FL0148
 FL0148  HISTORY     - Date     Condition        Report By
 FL0148  HISTORY     - 1951     MONUMENTED       CGS
 FL0148  HISTORY     - 1955     GOOD             NGS
 FL0148
 FL0148                          STATION DESCRIPTION
 FL0148
 FL0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0148'1.05 MI S FROM SHAMROCK.
 FL0148'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0148'FROM THE STATION AT SHAMROCK, THENCE 0.65 MILE SOUTH ALONG U.S.
 FL0148'HIGHWAY 83, THENCE 0.15 MILE EAST ALONG 8TH STREET, THENCE 0.1 MILE
 FL0148'EAST ALONG A TRACK ROAD, 52.2 FEET NORTHWEST OF TRIANGULATION STATION
 FL0148'SHAMROCK 1951, 40.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 FL0148'SHEET METAL BUILDING, 39.4 FEET NORTH OF THE NORTHWEST LEG OF THE
 FL0148'BEACON TOWER AT THE SHAMROCK AIRPORT, 1 FOOT SOUTH OF A FENCE, SET IN
 FL0148'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1948 ***********************************************************************
 FL1948  DESIGNATION -  SHAMROCK WATER TANK
 FL1948  PID         -  FL1948
 FL1948  STATE/COUNTY-  TX/WHEELER
 FL1948  USGS QUAD   -  SHAMROCK EAST (1978)
 FL1948
 FL1948                         *CURRENT SURVEY CONTROL
 FL1948  ___________________________________________________________________
 FL1948* NAD 83(1993)-  35 12 51.22054(N)    100 14 57.82325(W)     ADJUSTED  
 FL1948* NAVD 88     -                                                        
 FL1948  ___________________________________________________________________
 FL1948  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 FL1948  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL1948
 FL1948  HORZ ORDER  -  THIRD
 FL1948
 FL1948.The horizontal coordinates were established by classical geodetic methods
 FL1948.and adjusted by the National Geodetic Survey in February 1996..
 FL1948
 FL1948
 FL1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1948
 FL1948.The geoid height was determined by GEOID03.
 FL1948
 FL1948;                    North         East     Units Scale Factor Converg.
 FL1948;SPC TX N     - 1,135,422.429   313,854.595   MT  0.99991716   +0 43 29.2
 FL1948;SPC TX N     - 3,725,131.75  1,029,704.62   sFT  0.99991716   +0 43 29.2
 FL1948;UTM  14      - 3,897,515.546   386,285.500   MT  0.99975936   -0 43 13.9
 FL1948
 FL1948                          SUPERSEDED SURVEY CONTROL
 FL1948
 FL1948  NAD 83(1993)-  35 12 51.22126(N)    100 14 57.82302(W) AD(       ) 4
 FL1948  NAD 83(1986)-  35 12 51.22423(N)    100 14 57.81381(W) AD(       ) 4
 FL1948  NAD 27      -  35 12 51.04500(N)    100 14 56.39100(W) AD(       ) 3
 FL1948
 FL1948.Superseded values are not recommended for survey control.
 FL1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1948.See file dsdata.txt to determine how the superseded data were derived.
 FL1948
 FL1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8628697516(NAD 83)
 FL1948_MARKER: 53 = ELEVATED TANK
 FL1948
 FL1948  HISTORY     - Date     Condition        Report By
 FL1948  HISTORY     - 1921     FIRST OBSERVED   CGS
 FL1948  HISTORY     - 1951     GOOD             CGS
 FL1948
 FL1948                          STATION DESCRIPTION
 FL1948
 FL1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1948'THE MUNICIPAL TANK IN THE TOWN OF SHAMROCK, A HIGH, BLACK TANK
 FL1948'ON THE MAIN STREET, ABOUT 100 METERS N OF THE RAILROAD.
 FL1948
 FL1948                          STATION RECOVERY (1951)
 FL1948
 FL1948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1948'ORIGINAL DESCRIPTION INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 FL1948'
 FL1948'THE MUNICIPAL WATER TANK APPROXIMATELY IN CENTER OF SHAMROCK.
 FL1948'A PROMINENT ELEVATED, SILVER AND GREEN TANK AT SOUTH END OF MAIN
 FL1948'STREET, ON WEST SIDE OF STREET, AND ABOUT 100 METERS NORTH OF THE
 FL1948'RAILROAD.  (NOTE--THE TANK WAS REPORTED AS BLACK IN 1921).
 FL1948'THE TOP CENTER WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0551 ***********************************************************************
 BO0551  DESIGNATION -  SHAN
 BO0551  PID         -  BO0551
 BO0551  STATE/COUNTY-  TX/CROCKETT
 BO0551  USGS QUAD   -  OWENS CREEK NW (1967)
 BO0551
 BO0551                         *CURRENT SURVEY CONTROL
 BO0551  ___________________________________________________________________
 BO0551* NAD 83(1993)-  30 55 27.22130(N)    101 38 23.51805(W)     ADJUSTED  
 BO0551* NAVD 88     -       864.     (meters)    2835.     (feet)  SCALED    
 BO0551  ___________________________________________________________________
 BO0551  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BO0551  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 BO0551
 BO0551  HORZ ORDER  -  SECOND
 BO0551
 BO0551.The horizontal coordinates were established by classical geodetic methods
 BO0551.and adjusted by the National Geodetic Survey in February 1996..
 BO0551
 BO0551.The orthometric height was scaled from a topographic map.
 BO0551
 BO0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0551
 BO0551.The geoid height was determined by GEOID03.
 BO0551
 BO0551;                    North         East     Units Scale Factor Converg.
 BO0551;SPC TX C     - 3,140,140.104   575,139.521   MT  0.99988265   -0 40 22.6
 BO0551;SPC TX C     -10,302,276.32  1,886,936.91   sFT  0.99988265   -0 40 22.6
 BO0551;UTM  14      - 3,424,192.348   247,740.909   MT  1.00038503   -1 21 26.5
 BO0551
 BO0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0551!SPC TX C     -   0.99986803  x   0.99988265  =   0.99975070
 BO0551!UTM  14      -   0.99986803  x   1.00038503  =   1.00025301
 BO0551
 BO0551:                Primary Azimuth Mark                     Grid Az
 BO0551:SPC TX C     -  WINDMILL NW OF STA WORLD                 002 05 08.8
 BO0551:UTM  14      -  WINDMILL NW OF STA WORLD                 002 46 12.7
 BO0551
 BO0551|---------------------------------------------------------------------|
 BO0551| PID    Reference Object                     Distance      Geod. Az  |
 BO0551|                                                           dddmmss.s |
 BO0551| BO0549 WINDMILL NW OF STA WORLD            APPROX. 6.5 KM 0012446.2 |
 BO0551| BO0550 WINDMILL SW OF STA WORLD            APPROX. 3.4 KM 0083542.6 |
 BO0551| CI0469 SHAN RM 1                                          02455     |
 BO0551| BO0546 WINDMILL NORTH OF STA CROCKETT      APPROX. 6.8 KM 0800753.1 |
 BO0551| CI0468 SHAN AZ MK                                         0893350.8 |
 BO0551| CI0470 SHAN RM 2                                          13950     |
 BO0551|---------------------------------------------------------------------|
 BO0551
 BO0551                          SUPERSEDED SURVEY CONTROL
 BO0551
 BO0551  NAD 83(1986)-  30 55 27.23258(N)    101 38 23.50455(W) AD(       ) 2
 BO0551  NAD 27      -  30 55 26.64800(N)    101 38 22.07600(W) AD(       ) 2
 BO0551
 BO0551.Superseded values are not recommended for survey control.
 BO0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0551.See file dsdata.txt to determine how the superseded data were derived.
 BO0551
 BO0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV4774124192(NAD 83)
 BO0551_MARKER: DS = TRIANGULATION STATION DISK
 BO0551_SETTING: 0 = UNSPECIFIED SETTING
 BO0551
 BO0551  HISTORY     - Date     Condition        Report By
 BO0551  HISTORY     - 1943     MONUMENTED       CGS
 BO0551
 BO0551                          STATION DESCRIPTION
 BO0551
 BO0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0551'LOCATED ABOUT 6-1/2 MILES SOUTH, 4 MILES WEST OF POWELL OIL
 BO0551'FIELD ON PROPERTY OWNED BY THE SHANNON ESTATE.
 BO0551'
 BO0551'TO REACH FROM BIG LAKE.  FROM STOP LIGHT GO WEST ON HIGHWAY
 BO0551'U.S. 67 FOR 4.55 MILES TO T ROAD SOUTH.  TURN SOUTH AND GO
 BO0551'0.95 MILES TO A T INTERSECTION JUST BEYOND THE RAILROAD.  TURN
 BO0551'RIGHT AND GO 1.2 MILES TO A GRAVEL T ROAD LEFT.  TURN LEFT AS
 BO0551'PER SIGN HARRIS RANCH 18 MILES AND FOLLOW ROAD SOUTHERLY FOR
 BO0551'12.3 MILES TO A CATTLE GUARD, AT ENTRANCE TO POWELL OIL FIELD.
 BO0551'CROSS GUARD AND TAKE MAIN LEFT HAND FORK STRAIGHT AHEAD FOR
 BO0551'0.5 MILE TO FORK.  TAKE RIGHT FORK FOR 0.4 MILES TO CATTLE
 BO0551'GUARD.  CROSS GUARD AND CONTINUE ON MAIN TRAVELED ROAD FOR
 BO0551'2.35 MILES TO ANOTHER CATTLE GUARD.  CROSS GUARD AND KEEP
 BO0551'MAIN ROAD FOR 0.15 MILE TO ANOTHER CATTLE GUARD.  CROSS
 BO0551'GUARD AND TAKE MAIN RIGHT FORK JUST BEYOND FOR 0.2 MILE TO
 BO0551'FORKS.  TAKE RIGHT FORK KEEPING TO RIGHT OF A SQUARE TIN
 BO0551'BUILDING AND GO 1.5 MILES TO A WHITE BUMPER GATE.  GO
 BO0551'THROUGH GATE AND CONTINUE ON MAIN ROAD FOR 0.8 MILE TO A
 BO0551'RED WOODEN GATE TO THE NORTH OF RANCH HOUSE.  GO THROUGH
 BO0551'GATE AND CIRCLE AROUND A LARGE CONCRETE WATER TANK TO ANOTHER
 BO0551'RED WOODEN GATE AT SOUTHWEST CORNER OF LOT.  GO
 BO0551'THROUGH THIS GATE AND FOLLOW MAIN RANCH ROAD FOR 2.7
 BO0551'MILES TO A WIRE GATE ON LEFT LEADING INTO A PASTURE AND
 BO0551'EAST OF CORRAL.  TURN LEFT THROUGH GATE AND FOLLOW TRACK
 BO0551'ROAD SOUTH, KEEPING LEFT FORK JUST SOUTH OF CORRAL AND
 BO0551'WINDMILL AND LARGE STEEL WATER TANK.  KEEP TO RIGHT OF TANK
 BO0551'AND GO 0.05 MILES TO A WOODEN GATE ON LEFT.  FROM THIS GATE A
 BO0551'SMALL KNOLL APPEARS ON THE HORIZON AT 257 DEG MAGNETIC.  THE
 BO0551'STATION IS ON HIGHER GROUND ABOUT 0.5 MILE BEYOND THIS
 BO0551'KNOLL AND IS NOT VISIBLE FROM THE GATE.  GO THROUGH THE GATE
 BO0551'AND PROCEED IN AT WESTERLY DIRECTION KEEPING IN THE DRAW AS
 BO0551'MUCH AS POSSIBLE FOR ABOUT TWO MILES TO THE TOP OF THE KNOLL
 BO0551'AND LOCATION OF AZIMUTH MARK.  (THERE IS NO ROAD OR TRAIL).
 BO0551'FROM KNOLL TAKE WINDING COURSE WESTERLY THROUGH BRUSH FOR
 BO0551'0.5 MILE TO STATION S 79 DEG W.
 BO0551'
 BO0551'THE STATION IS IN THE HIGHEST PART AND ABOUT THE CENTER OF
 BO0551'AN OPEN FLAT ON A NORTH AND SOUTH RIDGE.
 BO0551'
 BO0551'A STANDARD TRIANGULATION STATION DISK SET IN CONCRETE POST.
 BO0551'STAMPED SHAN 1943.  POST PROJECTS 8 INCHES.
 BO0551'
 BO0551'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  A STANDARD
 BO0551'REFERENCE MARK DISK SET IN A CONCRETE POST.  STAMPED SHAN
 BO0551'NO. 1 1943.  POST PROJECTS 6 INCHES.
 BO0551'
 BO0551'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  A STANDARD
 BO0551'REFERENCE MARK DISK SET IN A CONCRETE POST.  STAMPED SHAN NO.
 BO0551'2 1943.  POST PROJECTS 6 INCHES.
 BO0551'
 BO0551'AZIMUTH MARK IS 1.0 MILE EAST OF THE STATION ON HIGHEST POINT
 BO0551'OF KNOLL MENTIONED IN DESCRIPTION.  A STANDARD AZIMUTH DISK
 BO0551'SET IN ROCK OUTCROP FLUSH WITH GROUND, STAMPED SHAN 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0048 ***********************************************************************
 CE0048  DESIGNATION -  SHANK
 CE0048  PID         -  CE0048
 CE0048  STATE/COUNTY-  TX/EL PASO
 CE0048  USGS QUAD   -  EL PASO (1997)
 CE0048
 CE0048                         *CURRENT SURVEY CONTROL
 CE0048  ___________________________________________________________________
 CE0048* NAD 83(1986)-  31 45 33.     (N)    106 29 04.     (W)     SCALED    
 CE0048* NAVD 88     -      1131.514  (meters)    3712.31   (feet)  ADJUSTED  
 CE0048  ___________________________________________________________________
 CE0048  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0048  DYNAMIC HT  -        1129.826 (meters)    3706.77  (feet)  COMP
 CE0048  MODELED GRAV-     979,108.5   (mgal)                       NAVD 88
 CE0048
 CE0048  VERT ORDER  -  FIRST     CLASS II
 CE0048
 CE0048.The horizontal coordinates were scaled from a topographic map and have
 CE0048.an estimated accuracy of +/- 6 seconds.
 CE0048
 CE0048.The orthometric height was determined by differential leveling
 CE0048.and adjusted by the National Geodetic Survey in June 1991..
 CE0048.WARNING-Repeat measurements at this control monument indicate possible
 CE0048.vertical movement.
 CE0048
 CE0048.The geoid height was determined by GEOID03.
 CE0048
 CE0048.The dynamic height is computed by dividing the NAVD 88
 CE0048.geopotential number by the normal gravity value computed on the
 CE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0048.degrees latitude (g = 980.6199 gals.).
 CE0048
 CE0048.The modeled gravity was interpolated from observed gravity values.
 CE0048
 CE0048;                    North         East    Units  Estimated Accuracy
 CE0048;SPC TX C     - 3,248,080.      117,560.      MT  (+/- 180 meters Scaled)
 CE0048
 CE0048                          SUPERSEDED SURVEY CONTROL
 CE0048
 CE0048  NGVD 29 (??/??/92) 1131.050  (m)         3710.79   (f) ADJ UNCH    1 2
 CE0048
 CE0048.Superseded values are not recommended for survey control.
 CE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0048.See file dsdata.txt to determine how the superseded data were derived.
 CE0048
 CE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR594147(NAD 83)
 CE0048_MARKER: Z = SEE DESCRIPTION
 CE0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0048_SP_SET: CONCRETE BLOCK
 CE0048_MARK LOGO: NONE  
 CE0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0048
 CE0048  HISTORY     - Date     Condition        Report By
 CE0048  HISTORY     - 1921     MONUMENTED       USGS
 CE0048  HISTORY     - 1956     GOOD             CGS
 CE0048
 CE0048                          STATION DESCRIPTION
 CE0048
 CE0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0048'IN EL PASO.
 CE0048'AT EL PASO, AT THE INTERSECTION OF MYRTLE AVENUE AND NORTH KANSAS
 CE0048'STREET, ACROSS NORTH KANSAS STREET FROM THE FEDERAL COURTHOUSE, 9.7
 CE0048'FEET SOUTHEAST OF THE SOUTHEAST CURB OF MYRTLE AVENUE, 1.4 FEET ABOVE
 CE0048'THE SIDEWALK, AT THE NORTHWEST ENTRANCE TO THE CITY HALL, 0.6 FOOT
 CE0048'SOUTHWEST OF THE SOUTHWEST END OF THE 3RD CONCRETE STEP ABOVE THE
 CE0048'SIDEWALK, 0.6 FOOT NORTHWEST OF A STONE PILLAR, SET IN THE TOP OF A
 CE0048'CONCRETE BLOCK.  MARKER IS THE REMAINING SHANK OF A USGS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0720 ***********************************************************************
 DO0720  DESIGNATION -  SHANNON
 DO0720  PID         -  DO0720
 DO0720  STATE/COUNTY-  TX/CLAY
 DO0720  USGS QUAD   -  POSTOAK (1979)
 DO0720
 DO0720                         *CURRENT SURVEY CONTROL
 DO0720  ___________________________________________________________________
 DO0720* NAD 83(1993)-  33 28 58.20501(N)    098 14 47.24120(W)     ADJUSTED  
 DO0720* NAVD 88     -       345.9    (meters)    1135.     (feet)  VERTCON   
 DO0720  ___________________________________________________________________
 DO0720  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 DO0720  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DO0720
 DO0720  HORZ ORDER  -  FIRST
 DO0720
 DO0720.The horizontal coordinates were established by classical geodetic methods
 DO0720.and adjusted by the National Geodetic Survey in February 1996..
 DO0720
 DO0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0720
 DO0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0720
 DO0720.The geoid height was determined by GEOID03.
 DO0720
 DO0720;                    North         East     Units Scale Factor Converg.
 DO0720;SPC TXNC     - 2,201,425.565   623,562.254   MT  0.99990085   +0 08 17.8
 DO0720;SPC TXNC     - 7,222,510.37  2,045,803.83   sFT  0.99990085   +0 08 17.8
 DO0720;UTM  14      - 3,705,070.112   570,007.835   MT  0.99966042   +0 24 56.7
 DO0720
 DO0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0720!SPC TXNC     -   0.99995005  x   0.99990085  =   0.99985091
 DO0720!UTM  14      -   0.99995005  x   0.99966042  =   0.99961049
 DO0720
 DO0720|---------------------------------------------------------------------|
 DO0720| PID    Reference Object                     Distance      Geod. Az  |
 DO0720|                                                           dddmmss.s |
 DO0720| CX8630 SHANNON RM 1                         26.606 METERS 07537     |
 DO0720| DO0722 SHANNON AZ MK                       APPROX. 0.8 KM 1664118.6 |
 DO0720| CX8631 SHANNON RM 2                         32.483 METERS 18010     |
 DO0720|---------------------------------------------------------------------|
 DO0720
 DO0720                          SUPERSEDED SURVEY CONTROL
 DO0720
 DO0720  NAD 83(1993)-  33 28 58.20578(N)    098 14 47.24052(W) AD(       ) 1
 DO0720  NAD 83(1986)-  33 28 58.20737(N)    098 14 47.22722(W) AD(       ) 1
 DO0720  NAD 27      -  33 28 57.81979(N)    098 14 46.06057(W) AD(       ) 1
 DO0720  NGVD 29 (07/19/86)  345.9    (m)         1135.     (f) VERT ANG       
 DO0720
 DO0720.Superseded values are not recommended for survey control.
 DO0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0720.See file dsdata.txt to determine how the superseded data were derived.
 DO0720
 DO0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7000805070(NAD 83)
 DO0720_MARKER: DS = TRIANGULATION STATION DISK
 DO0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0720+STABILITY: SURFACE MOTION
 DO0720
 DO0720  HISTORY     - Date     Condition        Report By
 DO0720  HISTORY     - 1966     MONUMENTED       CGS
 DO0720  HISTORY     - 1978     GOOD             NGS
 DO0720
 DO0720                          STATION DESCRIPTION
 DO0720
 DO0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0720'THIS STATION NOT OCCUPIED.
 DO0720'
 DO0720'THE STATION IS ABOUT 12-3/4 MILES SOUTHEAST OF WINDTHORST, 6
 DO0720'MILES WEST-NORTHWEST OF POSTOAK AND 1 MILE EAST-NORTHEAST OF
 DO0720'SHANNON, ON THE SUMMIT OF A SMALL RISE IN PASTURE LAND, ON
 DO0720'PROPERTY OWNED BY MRS. GROVER C. MEEKER.
 DO0720'
 DO0720'TO REACH THE STATION FROM THE CROSSROAD INTERSECTION IN SHANNON,
 DO0720'GO EAST ON FARM ROAD 175 FOR 0.9 MILE TO A GRADED SIDE ROAD AND
 DO0720'THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO NORTH ON GRADED
 DO0720'ROAD FOR 0.6 MILE TO WHERE THE ROAD MAKES A TURN AND A WIRE GATE
 DO0720'ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND GO SOUTHEAST
 DO0720'FOR ABOUT 100 FEET TO THE TOP OF THE RISE AND THE STATION.
 DO0720'
 DO0720'STATION MARK IS A STANDARD DISK, STAMPED SHANNON 1966, SET IN
 DO0720'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0720'PROJECTS 5 INCHES ABOVE THE GROUND.
 DO0720'
 DO0720'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHANNON NO 1 1966,
 DO0720'CEMENTED IN A DRILL HOLE IN BEDROCK.
 DO0720'
 DO0720'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHANNON NO 2 1966,
 DO0720'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0720'THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 DO0720'
 DO0720'AZIMUTH MARK IS A STANDARD DISK, STAMPED SHANNON 1966, SET IN
 DO0720'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0720'PROJECTS 5 INCHES ABOVE THE GROUND.
 DO0720'
 DO0720'THE ABOVE INFORMATION FURNISHED BY RECONNAISSANCE PARTY AND
 DO0720'BUILDING FOREMAN.
 DO0720'
 DO0720'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DO0720
 DO0720                          STATION RECOVERY (1978)
 DO0720
 DO0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0720'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF WINDTHORST,
 DO0720'6 MILES WEST-NORTHWEST OF POSTOAK, 1 MILE EAST-NORTHEAST OF
 DO0720'SHANNON AND ON A SMALL RISE IN A PASTURE.  THE PROPERTY IS
 DO0720'OWNED BY MR. IRA COODY, 1111 WEST OMEGA, HENRIETTA, TEXAS.  THE
 DO0720'TELEPHONE NUMBER IS 538-4744.
 DO0720'
 DO0720'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0720'STATE HIGHWAY 148 WHICH IS NORTHWEST OF JACKSBORO, TEXAS, GO
 DO0720'NORTH ON STATE HIGHWAY 148 FOR 4.6 MILES TO FARM ROAD 2190.
 DO0720'CONTINUE NORTH ON STATE HIGHWAY 148 FOR 10.1 MILES TO FARM
 DO0720'ROAD 2127.  CONTINUE STRAIGHT AHEAD FOR 2.6 MILES TO FARM ROAD
 DO0720'175.  TURN LEFT, WEST, AND GO 2.7 MILES TO A DIRT ROAD TO THE
 DO0720'RIGHT AND THE AZIMUTH MARK IN THE NORTHWEST CORNER OF THE
 DO0720'INTERSECTION.  TURN RIGHT AND GO NORTH AND WEST FOR 0.6 MILE
 DO0720'TO A REVERSE FORK.  TURN RIGHT, NORTH, FOR 0.05 MILE TO A
 DO0720'WIRE GATE ON THE RIGHT.  TURN RIGHT, THROUGH GATE, BEARING
 DO0720'RIGHT FOR 0.05 MILE TO STATION ON A SMALL RISE.
 DO0720'
 DO0720'THE STATION MARK IS A STANDARD DISK STAMPED---SHANNON 1966---,
 DO0720'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DO0720'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 4.0 FEET SOUTH
 DO0720'OF A METAL WITNESS POST, 85 FEET SOUTH OF THE APPROXIMATE
 DO0720'CENTER OF A DIRT ROAD IN PASTURE, 93.6 FEET EAST OF A FENCE AND
 DO0720'94.6 FEET SOUTHEAST OF SOUTH POST OF GATE.  THERE WAS NO DATA
 DO0720'AVAILABLE AS TO WHETHER THERE WAS AN UNDERGROUND MARK SET IN
 DO0720'1966.
 DO0720'
 DO0720'REFERENCE MARK 1, STAMPED---SHANNON NO 1 1966---, IS A STANDARD
 DO0720'DISK SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT IS
 DO0720'FLUSH WITH THE GROUND.  IT IS 88 FEET EAST OF A METAL WITNESS
 DO0720'POST, 122 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF DIRT ROAD
 DO0720'IN PASTURE AND 158.7 FEET NORTH OF A FENCE.
 DO0720'
 DO0720'REFERENCE MARK 2, STAMPED---SHANNON NO 2 1966---, IS A STANDARD
 DO0720'DISK SET IN A 4 X 6 FOOT OUTCROPPING BEDROCK WHICH PROJECTS 6
 DO0720'INCHES ABOVE THE GROUND.  IT IS 29 FEET NORTH OF A FENCE, 92
 DO0720'FEET EAST OF A FENCE AND 110.5 FEET SOUTH OF A METAL WITNESS
 DO0720'POST.
 DO0720'
 DO0720'AZIMUTH MARK, STAMPED---SHANNON 1966---, IS A STANDARD DISK SET
 DO0720'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 DO0720'4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE, 1.8
 DO0720'FEET NORTHEAST OF A METAL WITNESS POST, 26 FEET WEST OF THE
 DO0720'APPROXIMATE CENTER OF A DIRT ROAD AND 34.7 FEET NORTH OF THE
 DO0720'APPROXIMATE CENTER OF FARM ROAD 175.
 DO0720'
 DO0720'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 14.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0524 ***********************************************************************
 BO0524  DESIGNATION -  SHANNON
 BO0524  PID         -  BO0524
 BO0524  STATE/COUNTY-  TX/CROCKETT
 BO0524  USGS QUAD   -  SCHNEEMAN DRAW SW (1967)
 BO0524
 BO0524                         *CURRENT SURVEY CONTROL
 BO0524  ___________________________________________________________________
 BO0524* NAD 83(1993)-  30 50 38.53833(N)    101 26 06.93916(W)     ADJUSTED  
 BO0524* NAVD 88     -       830.2    (meters)    2724.     (feet)  VERTCON   
 BO0524  ___________________________________________________________________
 BO0524  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BO0524  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 BO0524
 BO0524  HORZ ORDER  -  FIRST
 BO0524
 BO0524.The horizontal coordinates were established by classical geodetic methods
 BO0524.and adjusted by the National Geodetic Survey in February 1996..
 BO0524
 BO0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0524
 BO0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0524
 BO0524.The geoid height was determined by GEOID03.
 BO0524
 BO0524;                    North         East     Units Scale Factor Converg.
 BO0524;SPC TX C     - 3,131,039.468   594,604.130   MT  0.99988549   -0 34 03.2
 BO0524;SPC TX C     -10,272,418.65  1,950,797.05   sFT  0.99988549   -0 34 03.2
 BO0524;UTM  14      - 3,414,856.221   267,104.224   MT  1.00026914   -1 14 56.9
 BO0524
 BO0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0524!SPC TX C     -   0.99987337  x   0.99988549  =   0.99975888
 BO0524!UTM  14      -   0.99987337  x   1.00026914  =   1.00014248
 BO0524
 BO0524|---------------------------------------------------------------------|
 BO0524| PID    Reference Object                     Distance      Geod. Az  |
 BO0524|                                                           dddmmss.s |
 BO0524| CI0471 SHANNON RM 1                         48.766 METERS 02212     |
 BO0524| CI0472 SHANNON RM 1 AZIMUTH                213.525 METERS 14743     |
 BO0524| CI0473 SHANNON RM 2                         19.402 METERS 25230     |
 BO0524| CH9200 OIL DERRICK                                        2550443.6 |
 BO0524| BO0547 CROCKETT                            APPROX.15.7 KM 3035734.5 |
 BO0524|---------------------------------------------------------------------|
 BO0524
 BO0524                          SUPERSEDED SURVEY CONTROL
 BO0524
 BO0524  NAD 83(1986)-  30 50 38.54778(N)    101 26 06.92730(W) AD(       ) 1
 BO0524  NAD 27      -  30 50 37.95100(N)    101 26 05.51300(W) AD(       ) 1
 BO0524  NGVD 29 (07/19/86)  830.0    (m)         2723.     (f) VERT ANG       
 BO0524
 BO0524.Superseded values are not recommended for survey control.
 BO0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0524.See file dsdata.txt to determine how the superseded data were derived.
 BO0524
 BO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV6710414856(NAD 83)
 BO0524_MARKER: DS = TRIANGULATION STATION DISK
 BO0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0524
 BO0524  HISTORY     - Date     Condition        Report By
 BO0524  HISTORY     - 1932     MONUMENTED       CGS
 BO0524  HISTORY     - 1935     GOOD             CGS
 BO0524  HISTORY     - 1937     GOOD             TXHD
 BO0524  HISTORY     - 1949     GOOD             LOCENG
 BO0524  HISTORY     - 1961     GOOD             CGS
 BO0524
 BO0524                          STATION DESCRIPTION
 BO0524
 BO0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 BO0524'STATION IS ABOUT 27 MILES S OF BIG LAKE, ON THE HIGHEST
 BO0524'POINT OF RIDGE OF THE SHANNON RANCH.  TO REACH STATION FROM
 BO0524'BIG LAKE RAILROAD STATION, GO S 0.4 MILE FROM THE RAILROAD
 BO0524'CROSSING.  GO W 0.25 MILE.  THEN S 4.0 MILES TO BUMPER GATE.
 BO0524'GO THROUGH GATE AND ON 2.25 MILES TO BUMPER GATE.  GO THROUGH
 BO0524'GATE AND 2.2 MILES TO BUMPER GATE.  GO THROUGH GATE AND ON
 BO0524'1.9 MILES TO SIGN IN ROAD FORK WITH LAZY JH BRAND AND NAME
 BO0524'MC MICHAEL.  TAKE RIGHT FORK 0.5 MILE TO BUMPER GATE.  GO
 BO0524'THROUGH GATE AND ALONG MAIN ROAD 1.8 MILES TO BUMPER GATE.
 BO0524'GO THROUGH GATE AND CONTINUE DOWN VALLEY 1.0 MILE TO BUMPER
 BO0524'GATE.  GO THROUGH GATE 2.5 MILES TO BUMPER GATE.  GO
 BO0524'THROUGH GATE 1.1 MILES TO ROAD FORK.  TAKE LEFT FORK AND GO
 BO0524'0.2 MILE TO OLD OIL WELL SITE.  CONTINUE 0.75 MILE TO
 BO0524'ROAD FORK, ONE FORK GOING AROUND HILL TO RIGHT AND THE
 BO0524'OTHER OVER SADDLE TO LEFT.  FOLLOW RIGHT FORK DOWN
 BO0524'VALLEY 1.2 MILES TO BUMPER GATE.  GO THROUGH GATE 1.25
 BO0524'MILES TO BUMPER GATE AT SHANNON RANCH HOUSE.  GO THROUGH
 BO0524'GATE AND AROUND TO RIGHT OF RANCH HOUSE TO A ROAD
 BO0524'LEADING UP THE VALLEY TO LEFT.  GO 1.2 MILES TO GATE.  GO
 BO0524'THROUGH GATE 1.75 MILES TO WINDMILL AND CONCRETE STAVE
 BO0524'TANK ON LEFT.  CONTINUE ON ROAD UP VALLEY 0.4 MILE TO FORK.
 BO0524'TAKE LEFT FORK AND GO 1.0 MILE TO CREST OF RIDGE.  TURN
 BO0524'SHARPLY TO RIGHT AND GO ACROSS COUNTRY 0.75 MILE TO HIGH
 BO0524'POINT OF RIDGE AND STATION.  SURFACE AND UNDERGROUND MARKS ARE
 BO0524'STANDARD BRONZE DISKS SET IN CONCRETE.
 BO0524'SURFACE MARK PROJECTS 4 INCHES ABOVE GROUND.  REFERENCE MARKS
 BO0524'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BO0524'REFERENCE MARK NO. 1 PROJECTS 5 INCHES ABOVE THE GROUND, IS
 BO0524'1.7 FEET N OF AN E AND W FENCE LINE, AND 675 FEET (APPROXIMATE)
 BO0524'FROM STATION.  REFERENCE
 BO0524'MARK NO. 2, PROJECTS 6 INCHES ABOVE GROUND, AND IS 63.70
 BO0524'FEET FROM STATION.  BEARING FROM STATION
 BO0524'OF LONE OIL DERRICK, DISTANT 5 MILES, S 75 DEG 05 MIN W.
 BO0524
 BO0524                          STATION RECOVERY (1935)
 BO0524
 BO0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0524'STATION IS ON LAND OWNED BY THE SHANNON RANCH AND LEASED BY
 BO0524'JOE MONTAGUE AND IS ABOUT 27 MILES S OF BIG LAKE AND ABOUT
 BO0524'15 MILES N OF OZONA.
 BO0524'
 BO0524'MARK WAS FOUND AS PREVIOUS DESCRIBED, PROJECTS 2 INCHES.
 BO0524'STAMPED SHANNON 1932.
 BO0524'
 BO0524'REFERENCE MARK NO. 1, STAMPED SHANNON 1932 NO. 1, WAS FOUND
 BO0524'AS PREVIOUSLY DESCRIBED.  IS 700.54 FEET S OF STATION, 2 FEET
 BO0524'N OF FENCE, AND PROJECTS 4 INCHES.
 BO0524'
 BO0524'REFERENCE MARK NO. 2, STAMPED SHANNON 1932 NO. 2, WAS FOUND
 BO0524'AS PREVIOUSLY DESCRIBED.  IS 19.402 METERS (63.66 FEET) W
 BO0524'OF STATION, AND PROJECTS 2 INCHES.
 BO0524'
 BO0524'A NEW REFERENCE MARK A STANDARD DISK IS SET AT THE CENTER
 BO0524'OF THE TOP OF A CONCRETE CYLINDER, AND WAS STAMPED SHANNON
 BO0524'1935 NO. 1.  IT IS 48.766 METERS (160.00 FEET) N BY E OF THE
 BO0524'STATION AND PROJECTS 7 INCHES.
 BO0524'
 BO0524'ALL MARKS WERE IN GOOD CONDITION.
 BO0524'
 BO0524'TO REACH FROM THE OZONA NATIONAL BANK IN OZONA, GO N ON
 BO0524'STATE HIGHWAY 163 FOR 14.25 MILES, TURN LEFT W AT SIGN MIDWAY
 BO0524'LANE, GO 16.8 MILES TO BUMP GATE, PASS THROUGH, GO 0.25
 BO0524'MILE, TAKE LEFT FORK ALONG FENCE, GO 1.45 MILES TO BUMP GATE
 BO0524'AND CATTLE GUARD, PASS THRU, TAKE LEFT FORK, GO 1.2 MILES TO
 BO0524'BUMP GATE, PASS THROUGH, TAKE LEFT FORK, GO 0.2 MILE TO BUMP
 BO0524'GATE AT SHANNON RANCH BUILDINGS, PASS THROUGH, PROCEED
 BO0524'SOUTHEASTWARD PAST BUILDINGS FOR 0.1 MILE, TAKE RIGHT FORK, GO 1.05
 BO0524'MILES TO GATE, PASS THROUGH, TAKE RIGHT FORK, GO 1.85
 BO0524'MILES TO WINDMILL AND TANK, CONTINUE ALONG SAME ROAD FOR 1.0
 BO0524'MILE, TAKE DIM RIGHT FORK, GO ALONG TOP OF RIDGE
 BO0524'CIRCLING WESTWARD FOR 1.2 MILE TO STATION.
 BO0524
 BO0524                          STATION RECOVERY (1937)
 BO0524
 BO0524'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0524'STATION SHANNON 1932 AND REFERENCE MARK NO. 1 AND NO. 2 1932,
 BO0524'AND REFERENCE MARK NO. 1 1935 WERE RECOVERED IN GOOD CONDITION
 BO0524'AND AS PREVIOUSLY DESCRIBED.  THE DIRECTIONS FOR LOCATING
 BO0524'STATION ARE HEREWITH REWRITTEN, CHANGED AND BROUGHT UP TO
 BO0524'DATE.
 BO0524'
 BO0524'TO REACH FROM OZONA NATIONAL BANK IN OZONA, GO N ON STATE
 BO0524'HIGHWAY 163 FOR 14.25 MILES, TURN LEFT W AT SIGN MIDWAY
 BO0524'LANE, GO 16.8 MILES TO, AND THROUGH CATTLE GUARD, CONTINUE
 BO0524'0.25 MILE AND THEN WHERE ROAD FORKS LEAVE ROAD AND FOLLOW
 BO0524'FENCE 1.45 MILES (OR TAKE LEFT FORK AND TURN SW AT SIGN
 BO0524'MONTAGUE RANCH) TO BUMP GATE AND A CLOSED UP CATTLE GUARD.  PASS
 BO0524'THROUGH, TAKE LEFT FORK, GO 0.2 MILE TO BUMP GATE AT MONTAGUE
 BO0524'RANCH BUILDINGS, PASS THROUGH, GO E BETWEEN BUILDINGS AND
 BO0524'FOLLOW TELEPHONE (ONE WIRE) LINE 1.15 MILES TO GATE, PASS
 BO0524'THROUGH, TAKE RIGHT FORK WITH TELEPHONE LINE AND GO 1.85
 BO0524'MILES TO WINDMILL AND TANK, LEAVING TELEPHONE LINE ON E
 BO0524'JUST BEFORE REACHING WINDMILL.  STATION IS S 03-1/2 E
 BO0524'(MAGNETIC BEARING) 1.50 MILES FROM WINDMILL.  USE 1932
 BO0524'DESCRIPTION FROM HERE OR CUT THROUGH BY FOLLOWING UP W
 BO0524'SIDE OF VALLEY ABOUT 1-1/4 MILE AND THEN UP SIDE OF HILL
 BO0524'TO STATION.
 BO0524
 BO0524                          STATION RECOVERY (1949)
 BO0524
 BO0524'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0524'RECOVERED BY MAGNOLIA PETROLEUM CO
 BO0524'
 BO0524'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 BO0524'1 AND 2 (1932) RECOVERED IN GOOD CONDITION, BUT R.M. 1 (1935)
 BO0524'HAS BEEN DESTROYED DUE TO PRESENCE OF GAS WELL.  STATION
 BO0524'SITUATED IN THE MIDDLE OF THE TODD OIL FIELD AND THE DESCRIPTION
 BO0524'FOR REACHING THE STATION IS NOW OBSOLETE.
 BO0524'
 BO0524'TO REACH FROM OZONA NATIONAL BANK IN OZONA, GO N ON STATE
 BO0524'HIGHWAY 163 FOR 14.25 MILES, TURN LEFT W AT GRAVEL ROAD
 BO0524'(TO MIDWAY LANE) FOR 15.8 MILES TO CATTLE GUARD ON LEFT
 BO0524'AND SIGN INDICATING TODD FIELD.  PASS OVER CATTLE GUARD AND
 BO0524'FOLLOW ROAD S 5.1 MILES TO FORK (FOLLOW SIGNS SAYING C).
 BO0524'TAKE LEFT FORK OVER CATTLE GUARD FOR 0.6 MILE TO HIGH GROUND
 BO0524'AND STATION WHICH IS 150 FEET (APPROXIMATELY) S OF HUMBLE
 BO0524'NO. 5 SHANNON WELL.  APPROXIMATELY 200 FEET S OF STATION IS
 BO0524'A 75-FOOT-HIGH RADIO ANTENNA TOWER WHICH MAY BE USED AS A
 BO0524'GUIDE TO REACHING STATION.
 BO0524
 BO0524                          STATION RECOVERY (1961)
 BO0524
 BO0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 BO0524'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BO0524'A COMPLETE NEW DESCRIPTION FOLLOWS--
 BO0524'
 BO0524'THE STATION IS LOCATED ABOUT 27 MILES SOUTH OF BIG LAKE
 BO0524'AND 15 MILES NORTH OF OZONA.  IT IS ON THE HIGHEST POINT OF A
 BO0524'RIDGE ON LAND LEASED BY THE HUMBLE OIL COMPANY.
 BO0524'
 BO0524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 BO0524'67 AND RANCH ROAD NO. 33 IN BIG LAKE, GO SOUTH AND EAST ON
 BO0524'RANCH ROAD NO. 33 FOR 21.1 MILES TO THE JUNCTION OF RANCH
 BO0524'ROAD NO. 865.  TURN RIGHT AND GO SOUTHEAST ON RANCH ROAD
 BO0524'865 FOR 2.95 MILES TO THE JUNCTION OF RANCH ROAD NO. 1964.
 BO0524'TURN RIGHT AND GO SOUTHWEST ON RANCH ROAD NO. 1964 FOR 4.0
 BO0524'MILES TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT AND GO
 BO0524'NORTH ON A GRAVEL ROAD FOR 0.15 MILE TO THE STATION ON THE
 BO0524'LEFT.
 BO0524'
 BO0524'STATION MARK, A STANDARD DISK STAMPED SHANNON 1932, IS SET
 BO0524'IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST
 BO0524'WHICH PROJECTS 1 INCH.  IT IS 17 FEET WEST OF THE CENTER OF
 BO0524'A GRAVEL ROAD AND 38 FEET EAST OF THE CASING OF AN OIL WELL.
 BO0524'
 BO0524'REFERENCE MARK NO. 1 (1932), A STANDARD DISK STAMPED SHANNON
 BO0524'NO 1 1932, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12
 BO0524'INCH CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 90 FEET
 BO0524'SOUTH OF THE CENTERLINE OF RANCH ROAD NO. 1964, 1 FOOT NORTH
 BO0524'OF AN EAST-WEST FENCE.
 BO0524'
 BO0524'REFERENCE MARK NO 1 (1935), A STANDARD DISK STAMPED SHANNON
 BO0524'NO 1 1935, IS SET IN CONCRETE AT THE CENTER OF A 12 INCH
 BO0524'CONCRETE CYLINDER WHICH PROJECTS 12 INCHES.  IT IS 41 FEET
 BO0524'EAST OF THE CENTER OF A GRAVEL ROAD.
 BO0524'
 BO0524'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SHANNON NO
 BO0524'2 1932, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 BO0524'CONCRETE POST WHICH IS 4 INCHES BELOW THE SURFACE OF THE
 BO0524'GROUND.  IT IS 5 FEET SOUTH OF THE SOUTH EDGE OF A GUARD
 BO0524'RAIL AROUND AN OIL WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0722 ***********************************************************************
 DO0722  DESIGNATION -  SHANNON AZ MK
 DO0722  PID         -  DO0722
 DO0722  STATE/COUNTY-  TX/CLAY
 DO0722  USGS QUAD   -  POSTOAK (1979)
 DO0722
 DO0722                         *CURRENT SURVEY CONTROL
 DO0722  ___________________________________________________________________
 DO0722* NAD 83(1993)-  33 28 33.06467(N)    098 14 40.14331(W)     ADJUSTED  
 DO0722* NAVD 88     -       326.6    (meters)    1072.     (feet)  VERTCON   
 DO0722  ___________________________________________________________________
 DO0722  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 DO0722  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DO0722
 DO0722  HORZ ORDER  -  SECOND
 DO0722
 DO0722.The horizontal coordinates were established by classical geodetic methods
 DO0722.and adjusted by the National Geodetic Survey in February 1996..
 DO0722
 DO0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0722
 DO0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0722
 DO0722.The geoid height was determined by GEOID03.
 DO0722
 DO0722;                    North         East     Units Scale Factor Converg.
 DO0722;SPC TXNC     - 2,200,651.535   623,747.364   MT  0.99989995   +0 08 21.7
 DO0722;SPC TXNC     - 7,219,970.91  2,046,411.14   sFT  0.99989995   +0 08 21.7
 DO0722;UTM  14      - 3,704,297.173   570,196.646   MT  0.99966075   +0 25 00.3
 DO0722
 DO0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0722!SPC TXNC     -   0.99995308  x   0.99989995  =   0.99985304
 DO0722!UTM  14      -   0.99995308  x   0.99966075  =   0.99961385
 DO0722
 DO0722                          SUPERSEDED SURVEY CONTROL
 DO0722
 DO0722  NAD 83(1993)-  33 28 33.06546(N)    098 14 40.14258(W) AD(       ) 2
 DO0722  NAD 83(1986)-  33 28 33.06703(N)    098 14 40.12934(W) AD(       ) 2
 DO0722  NAD 27      -  33 28 32.67873(N)    098 14 38.96285(W) AD(       ) 2
 DO0722  NGVD 29 (07/19/86)  326.6    (m)         1072.     (f) VERT ANG       
 DO0722
 DO0722.Superseded values are not recommended for survey control.
 DO0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0722.See file dsdata.txt to determine how the superseded data were derived.
 DO0722
 DO0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7019704297(NAD 83)
 DO0722_MARKER: DZ = AZIMUTH MARK DISK
 DO0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0722
 DO0722  HISTORY     - Date     Condition        Report By
 DO0722  HISTORY     - 1966     MONUMENTED       CGS
 DO0722  HISTORY     - 1978     GOOD             NGS
 DO0722
 DO0722                          STATION DESCRIPTION
 DO0722
 DO0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0722'STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF WINDTHORST, 6
 DO0722'MILES WEST-NORTHWEST OF POSTOAK AND 1 MILE EAST-NORTHEAST OF
 DO0722'SHANNON ON A SMALL RISE IN A PASTURE ON LAND OWNED BY MR. IRA
 DO0722'COODY, 1111 WEST OMEGA, HENRIETTA, TEXAS.  TELEPHONE 538-4744.
 DO0722'
 DO0722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0722'STATE HIGHWAY 148 WHICH IS NORTHWEST OF JACKSBORO, TEXAS, GO
 DO0722'NORTH ON STATE HIGHWAY 148 FOR 4.6 MILES TO FARM ROAD 2190.
 DO0722'CONTINUE NORTH ON STATE HIGHWAY 148 FOR 10.1 MILES TO FARM
 DO0722'ROAD 2127.  CONTINUE STRAIGHT AHEAD FOR 2.6 MILES TO FARM ROAD
 DO0722'175.  TURN LEFT, WEST, AND GO 2.7 MILES TO A DIRT ROAD TO THE
 DO0722'RIGHT AND THE STATION MARK IN THE NORTHWEST CORNER OF THE
 DO0722'INTERSECTION.
 DO0722'
 DO0722'STATION MARK, STAMPED---SHANNON 1966---, IS A STANDARD
 DO0722'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0722'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 DO0722'SOUTH OF A FENCE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST,
 DO0722'26 FEET WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD AND 34.7
 DO0722'FEET NORTH OF THE APPROXIMATE CENTER OF FARM ROAD 175.
 DO0722'
 DO0722'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1516 ***********************************************************************
 AB1516  DESIGNATION -  SHARK
 AB1516  PID         -  AB1516
 AB1516  STATE/COUNTY-  TX/CAMERON
 AB1516  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1516
 AB1516                         *CURRENT SURVEY CONTROL
 AB1516  ___________________________________________________________________
 AB1516* NAD 83(1993)-  26 07 49.33992(N)    097 10 10.79775(W)     ADJUSTED  
 AB1516* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AB1516  ___________________________________________________________________
 AB1516  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AB1516  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 AB1516
 AB1516  HORZ ORDER  -  SECOND
 AB1516
 AB1516.The horizontal coordinates were established by classical geodetic methods
 AB1516.and adjusted by the National Geodetic Survey in February 1996..
 AB1516
 AB1516.The orthometric height was scaled from a topographic map.
 AB1516
 AB1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1516
 AB1516.The geoid height was determined by GEOID03.
 AB1516
 AB1516;                    North         East     Units Scale Factor Converg.
 AB1516;SPC TX S     - 5,052,077.682   433,041.417   MT  1.00000934   +0 36 14.3
 AB1516;SPC TX S     -16,575,024.86  1,420,736.72   sFT  1.00000934   +0 36 14.3
 AB1516;UTM  14      - 2,891,409.433   682,992.078   MT  1.00001347   +0 48 22.8
 AB1516
 AB1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1516!SPC TX S     -   1.00000323  x   1.00000934  =   1.00001257
 AB1516!UTM  14      -   1.00000323  x   1.00001347  =   1.00001670
 AB1516
 AB1516|---------------------------------------------------------------------|
 AB1516| PID    Reference Object                     Distance      Geod. Az  |
 AB1516|                                                           dddmmss.s |
 AB1516| CV3441 SHARK RM 1                                         05843     |
 AB1516| AB1520 HUB 4 1970                          218.436 METERS 07428     |
 AB1516| AB1508 BRAZOS SANTIAGO RNG REAR LT         APPROX. 6.6 KM 1690725.7 |
 AB1516| AB1491 BRAZOS SANTIAGO ENT RNG R LT        APPROX. 7.2 KM 1832718.1 |
 AB1516| AB1506 BRAZOS SANTIAGO LIGHT 16            APPROX. 8.1 KM 1882448.8 |
 AB1516| AB1498 BRAZOS SANTIAGO LIGHT 28            APPROX. 9.5 KM 1965811.8 |
 AB1516| AB1504 PORT ISABEL TURNING BASIN TK        APPROX. 9.0 KM 2111904.9 |
 AB1516| AB1512 POINT ISABEL LIGHT HOUSE            APPROX. 7.0 KM 2130121.6 |
 AB1516| AB1497 PORT ISABEL N TANK                  APPROX. 8.3 KM 2162359.5 |
 AB1516| AB1501 HARLINGEN PORT ISABEL LT 119        APPROX. 4.9 KM 2371823.1 |
 AB1516| AB1515 HARLINGEN PORT ISABEL LT 109        APPROX. 5.5 KM 2704211.6 |
 AB1516| AB1518 HARLINGEN PORT ISABEL LT 99         APPROX. 7.4 KM 2915602.6 |
 AB1516| AB1528 HARLINGEN PORT ISABEL LT 89         APPROX.10.1 KM 3041916.6 |
 AB1516| AB1526 HARLINGEN PORT ISABEL LT 79         APPROX.11.7 KM 3100416.1 |
 AB1516|---------------------------------------------------------------------|
 AB1516
 AB1516                          SUPERSEDED SURVEY CONTROL
 AB1516
 AB1516  NAD 83(1986)-  26 07 49.35595(N)    097 10 10.75170(W) AD(       ) 2
 AB1516  NAD 27      -  26 07 48.07300(N)    097 10 09.85200(W) AD(       ) 2
 AB1516
 AB1516.Superseded values are not recommended for survey control.
 AB1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1516.See file dsdata.txt to determine how the superseded data were derived.
 AB1516
 AB1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8299291409(NAD 83)
 AB1516_MARKER: P = PIPE CAP
 AB1516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1516_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1516
 AB1516  HISTORY     - Date     Condition        Report By
 AB1516  HISTORY     - 1939     MONUMENTED       CGS
 AB1516  HISTORY     - 1949     GOOD             CGS
 AB1516  HISTORY     - 1958     GOOD             SHELL
 AB1516  HISTORY     - 1964     GOOD             CGS
 AB1516  HISTORY     - 1964     GOOD             CGS
 AB1516  HISTORY     - 1966     GOOD             TEXACO
 AB1516  HISTORY     - 1968     GOOD             CGS
 AB1516  HISTORY     - 1970     GOOD             NGS
 AB1516  HISTORY     - 1976     GOOD             NGS
 AB1516  HISTORY     - 1979     GOOD             NGS
 AB1516  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 AB1516
 AB1516                          STATION DESCRIPTION
 AB1516
 AB1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1516'STATION IS LOCATED ABOUT 4-1/4 MILES N OF BRAZOS SANTIAGO PASS,
 AB1516'ABOUT 4.2 MILES NE OF POINT ISABEL LIGHTHOUSE, ABOUT 300 YARDS
 AB1516'W OF THE BEACH AND ABOUT 150 FEET S OF A LONG NARROW CAYA
 AB1516'EXTENDING EASTWARD THROUGH GRASS-COVERED FLATS FROM SAND FLATS
 AB1516'ON THE W SIDE OF ISLAND.  IT IS ABOUT 250 FEET N OF DUNES ON
 AB1516'THE S SIDE OF THE GRASS FLATS, 250 FEET E OF W EDGE OF GRASS
 AB1516'ON GRASS-COVERED FLATS.  THERE ARE DUNES 10 TO 12 FEET HIGH TO
 AB1516'THE NE AND S OF THE STATION.
 AB1516'
 AB1516'STATION MARK IS A STANDARD DISK SCREWED TO THE TOP OF A
 AB1516'3-INCH GALVANIZED-IRON PIPE 6 FEET LONG, EMBEDDED IN CONCRETE
 AB1516'AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1516'
 AB1516'HEIGHT OF TELESCOPE ABOVE STATION MARK - 8 METERS.
 AB1516
 AB1516                          STATION RECOVERY (1949)
 AB1516
 AB1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1516'RECOVERED IN GOOD CONDITION.
 AB1516'
 AB1516'NEW DESCRIPTION FOLLOWS--
 AB1516'
 AB1516'STATION IS LOCATED NEAR THE CENTER OF PADRE ISLAND, ABOUT 3.9
 AB1516'MILES NNW OF PORT ISABEL COAST GUARD STATION.  IT IS 150 FEET
 AB1516'S OF THE CENTER OF A NARROW SANDY WASH NEAR THE MIDDLE OF THE W
 AB1516'SIDE OF THE ISLAND, 250 FEET E OF THE W EDGE OF THE SANDY
 AB1516'FLATS ON W SIDE OF PADRE ISLAND, ABOUT 250 FEET W OF A ROW OF
 AB1516'12-FOOT DUNES, AND 2 FEET W OF A 4- BY 4-INCH WITNESS POST.  IT
 AB1516'IS SET IN GRASS FLAT.
 AB1516'
 AB1516'TO REACH, CROSS LAGUNA MADRE BY BOAT FROM PORT ISABEL TO PORT
 AB1516'ISABEL COAST GUARD STATION, THEN BY 4-WHEEL DRIVE VEHICLE ABOUT
 AB1516'0.7 MILE SE TO BRAZOS SANTIAGO N JETTY, THEN 4.3 MILES NNW
 AB1516'ALONG MEAN HIGH-WATER LINE, THEN SW ALONG A NARROW SAND WASH
 AB1516'ABOUT 1,300 FEET TO SW SIDE OF A GRASS ISLAND, AND THEN N 550
 AB1516'FEET TO STATION.
 AB1516'
 AB1516'STATION MARK IS A BRONZE DISK, STAMPED SHARK 1939, SCREWED
 AB1516'INTO THE TOP OF A 3-INCH GALVANIZED-IRON PIPE IMBEDDED IN CONCRETE
 AB1516'AND PROJECTING 12 INCHES ABOVE GROUND.
 AB1516
 AB1516                          STATION RECOVERY (1958)
 AB1516
 AB1516'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1516'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE WITH
 AB1516'THE FOLLOWING ADDITIONS--FROM CAUSEWAY GO NORTH ON PADRE BLVD.
 AB1516'TO ARIES DRIVE, CONTINUE 0.6 MILES TO CULVERT (WHICH IS ALSO
 AB1516'0.7 MILES SOUTH OF POINT WHERE PADRE BLVD. TURNS EAST TO BEACH).
 AB1516'STATION IS 600 FEET EAST IN A GRASSY FLAT.
 AB1516
 AB1516                          STATION RECOVERY (1964)
 AB1516
 AB1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHS)
 AB1516'STATION WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED.  STATION
 AB1516'IS APPROXIMATELY 350 FEET EAST OF A BLACK TOP ROAD AND 3.2
 AB1516'MILES NORTH OF THE SEA ISLAND RESORT HOTEL ON SOUTH PADRE
 AB1516'ISLAND.
 AB1516
 AB1516                          STATION RECOVERY (1964)
 AB1516
 AB1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 AB1516'STATION WAS RECOVERED IN GOOD CONDITION.
 AB1516'
 AB1516'NEW DESCRIPTION--CROSS TOLL CAUSEWAY AT PORT ISABEL TO PADRE
 AB1516'ISLAND.  DRIVE N. ON PAVED PADRE BLVD. ABOUT FOUR MILES TO PAVED
 AB1516'SUNSET DRIVE GOING EAST.  GO 500 FEET E. AND 250 FEET S. TO
 AB1516'STATION.
 AB1516
 AB1516                          STATION RECOVERY (1966)
 AB1516
 AB1516'RECOVERY NOTE BY TEXACO INCORPORATED 1966 (RLA)
 AB1516'STATION FOUND IN GOOD CONDITION.  AREA AROUND STATION HAS
 AB1516'BEEN COVERED BY HYDRAULIC FILL BUT STATION HAS BEEN PRESERVED
 AB1516'IN A 8-INCH DRAIN FILE STANDING ABOUT 4 FEET.  MARK CAN BE
 AB1516'SEEN WITH FLASHLIGHT.
 AB1516
 AB1516                          STATION RECOVERY (1968)
 AB1516
 AB1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1516'STATION MARK RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AB1516'FOLLOWS--
 AB1516'
 AB1516'STATION IS LOCATED ON PADRE ISLAND ABOUT 4 MILES NORTH NORTHWEST
 AB1516'OF THE PORT ISABEL COAST GUARD STATION, AND 5.5 MILES NORTHEAST
 AB1516'OF THE TOWN OF PORT ISABEL IN A FLAT HYDRAULICLY FILLED FIELD,
 AB1516'WHICH IS WEST OF THE LAST ROW OF PRIVATE HOUSES ON THE BEACH.
 AB1516'
 AB1516'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED SHARK 1939
 AB1516'SCREWED TO THE TOP OF A 3 INCH GALVANIZED IRON PIPE EMBEDDED
 AB1516'IN CONCRETE.  THE MARK IS ABOUT TWO FEET BELOW THE SURFACE OF
 AB1516'THE GROUND BUT IS INSIDE AN 8 INCH DIAMETER CONCRETE PIPE WHICH
 AB1516'PROJECTS FOUR FEET ABOVE THE GROUND.  IT IS NECESSARY TO USE A
 AB1516'FLASH LIGHT TO READ THE INSCRIPTION ON THE MARK.
 AB1516'
 AB1516'STATION IS 350.0 FEET EAST OF TEXAS PARK ROAD 100 AND 250 FEET
 AB1516'SOUTH OF SUNSET DRIVE.
 AB1516'
 AB1516'TO REACH FROM THE POST OFFICE IN PORT ISABEL, GO EAST ON TEXAS
 AB1516'PARK ROAD 100 ACROSS CAUSEWAY OVER LAGUNA MADRE, 2.8 MILES TO A
 AB1516'Y INTERSECTION, KEEP LEFT ON PARK ROAD 100, 3.6 MILES TO SUNSET
 AB1516'DRIVE AND THE STATION ON THE RIGHT AS DESCRIBED.
 AB1516'
 AB1516'A NEW REFERENCE MARK WAS ESTABLISHED AS FOLLOWS--IT IS STAMPED
 AB1516'SHARK NO 1 1939 AND BRAZED ONTO THE TOP CAP OF A 2 INCH DIAMETER
 AB1516'GALVANIZED 10.5 FOOT PIPE BURIED IN THE SAND 10.0 FEET.
 AB1516'IT IS LOCATED 813.3 FEET ENE OF SHARK, 271.0 FEET EAST OF THE
 AB1516'NORTHEAST CORNER OF A BROWN PANEL BEACH COTTAGE, 268.0 FEET
 AB1516'NORTHEAST OF THE RIGHT ANGLE BEND IN A ROAD, 148.0 FEET WEST
 AB1516'NORTHWEST OF THE OUTER EDGE OF A CEMENT BREAKWATER (EAST END),
 AB1516'64.0 FEET NORTH NORTHWEST OF THE INNER EDGE OF A CEMENT
 AB1516'BREAKWATER (EAST END), 85.0 FEET WEST OF MHWL, 15 FEET SOUTH
 AB1516'SOUTHEAST OF A 4 X 4 WITNESS POST, AND 15 FEET EAST
 AB1516'NORTHEAST OF ANOTHER 4 X 4 WITNESS POST.
 AB1516
 AB1516                          STATION RECOVERY (1970)
 AB1516
 AB1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (AKH)
 AB1516'STATION WAS RECOVERED AS DESCRIBED BY C.J. BYRNES IN 1964.
 AB1516'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 AB1516
 AB1516                          STATION RECOVERY (1976)
 AB1516
 AB1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRL)
 AB1516'STATION WAS RECOVERED AS DESCRIBED BY J. K. W. IN 1968 AND FOUND TO
 AB1516'BE IN GOOD CONDITION.  IT IS APPROXIMATELY 600 FEET SOUTH OF THE
 AB1516'BAHIA MAR RESORT HOTEL, 200 FEET NORTH OF PALMETTO DRIVE, JUST EAST
 AB1516'OF HAVANNA DRIVE, 2 FEET BELOW THE SURFACE OF THE GROUND, AND
 AB1516'IS INSIDE AN 8 INCH DIAMETER CONCRETE PIPE THAT PROJECTS FOUR FEET
 AB1516'ABOVE THE GROUND.
 AB1516'
 AB1516'TO REACH FROM THE EAST END OF BRIDGE OF STATE HIGHWAY 100 TO SOUTH
 AB1516'PADRE ISLAND, GO EAST FOR 0.3 MILE, TURN LEFT AND GO NORTH ON PARK
 AB1516'ROAD 100 FOR 3.1 MILES TO PALMETTO DRIVE ON RIGHT.  TURN RIGHT AND
 AB1516'GO EAST ON PALMETTO DRIVE FOR 0.1 MILE TO HAVANA DRIVE ON LEFT AND
 AB1516'STATION ON LEFT.
 AB1516'
 AB1516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTH PADRE
 AB1516'ISLAND.
 AB1516
 AB1516                          STATION RECOVERY (1979)
 AB1516
 AB1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1516'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, A BENT OVER
 AB1516'PIPE WAS FOUND IN THE VICINITY OF THE REFERENCE MARK AND A BROKEN
 AB1516'WITNESS POST, DISK HAD BEEN REMOVED.  STATION MARK STAMPED SHARK
 AB1516'1939.
 AB1516'
 AB1516'TO REACH THE STATION FROM PORT ISABEL, GO EASTERLY ON TEXAS PARK
 AB1516'ROAD 100 FOR 2.5 MILE TO A CROSS ROAD, WHERE TEXAS PARK ROAD 100
 AB1516'TURNS LEFT, NORTH.  CONTINUE NORTH ON TEXAS PARK ROAD FOR 3.25 MILES
 AB1516'TO A SIDE STREET RIGHT, SUNSET DRIVE.  TURN RIGHT ON SUNSET DRIVE
 AB1516'AND GO EAST FOR 0.05 MILE, AND THE STATION MARK ABOUT 250 FEET
 AB1516'SOUTH OF SUNSET DRIVE, IN A OPEN FIELD AND BEACH HOUSES TO THE
 AB1516'EAST.
 AB1516'
 AB1516'NOTE.  TWO WATER TANKS AND A LIGHT HOUSE ARE V. G.
 AB1516'
 AB1516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 AB1516'NORTHEAST OF PORT ISABEL.
 AB1516
 AB1516                          STATION RECOVERY (1991)
 AB1516
 AB1516'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5959 ***********************************************************************
 AH5959  DESIGNATION -  SHARKEYS
 AH5959  PID         -  AH5959
 AH5959  STATE/COUNTY-  TX/NUECES
 AH5959  USGS QUAD   -  PORT ARANSAS (1975)
 AH5959
 AH5959                         *CURRENT SURVEY CONTROL
 AH5959  ___________________________________________________________________
 AH5959* NAD 83(1993)-  27 47 32.04833(N)    097 05 13.47041(W)     ADJUSTED  
 AH5959* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH5959  ___________________________________________________________________
 AH5959  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AH5959  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AH5959
 AH5959  HORZ ORDER  -  THIRD
 AH5959
 AH5959.The horizontal coordinates were established by classical geodetic methods
 AH5959.and adjusted by the National Geodetic Survey in August 1998..
 AH5959
 AH5959.The orthometric height was scaled from a topographic map.
 AH5959
 AH5959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5959
 AH5959.The geoid height was determined by GEOID03.
 AH5959
 AH5959;                    North         East     Units Scale Factor Converg.
 AH5959;SPC TX S     - 5,236,282.388   439,239.254   MT  0.99998985   +0 38 29.3
 AH5959;SPC TX S     -17,179,369.80  1,441,070.79   sFT  0.99998985   +0 38 29.3
 AH5959;UTM  14      - 3,075,654.868   688,463.040   MT  1.00003842   +0 53 31.9
 AH5959
 AH5959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5959!SPC TX S     -   1.00000368  x   0.99998985  =   0.99999353
 AH5959!UTM  14      -   1.00000368  x   1.00003842  =   1.00004210
 AH5959
 AH5959                          SUPERSEDED SURVEY CONTROL
 AH5959
 AH5959.No superseded survey control is available for this station.
 AH5959
 AH5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8846375655(NAD 83)
 AH5959_MARKER: DD = SURVEY DISK
 AH5959_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH5959_STAMPING: SHARKEYS 1991
 AH5959_MARK LOGO: NOS   
 AH5959_PROJECTION: FLUSH
 AH5959_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5959+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5959
 AH5959  HISTORY     - Date     Condition        Report By
 AH5959  HISTORY     - 1991     MONUMENTED       NOS
 AH5959
 AH5959                          STATION DESCRIPTION
 AH5959
 AH5959'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AH5959'THE STATION IS LOCATED ON MUSTANG ISLAND, 4 MILES SSW  OF PORT ARANSAS
 AH5959'. IT IS ON PRIVATE PROPERTY AND SET IN A GULLY, APPROXMATLY 120 M
 AH5959'(393.70 FT) NW OF THE GULF SHORELINE. TO REACH THE STATION FROM THE
 AH5959'FERRY CROSSING IN PORT ARANSAS, HEAD EAST ON THE PAVED ROAD FOR 0.15
 AH5959'MILES TO A PAVED ROAD RIGHT. TURN RIGHT, SW ON HWY 361 FOR 0.85 MILES
 AH5959'TO A CROSSROAD. TURN RIGHT, SW ON PARK ROAD 53 FOR 2.60 MILES TO A
 AH5959'PAVED ROAD LEFT. TURN LEFT, SE FOR 0.25 MILES TO A SAND ROAD RIGHT.
 AH5959'TURN RIGHT SW FOR 0.15 MILES TO A FORK, BEAR LEFT UPGRADE FOR 66 FT
 AH5959'(20.12 M) TO A CARPORT OF PRIVATE RESIDENCE. PACK EAST APPROXIMATLY 50
 AH5959'METERS TO STATION. THE STATION IS A NOS BRONZE DISK SET IN TOP OF A 6
 AH5959'INCH CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND AND
 AH5959'STAMPED SHARKEYS 1991. IT IS LOCATED 39 M (127.95 FT) EAST OF THE
 AH5959'EASTERN PORCH CORNER OF THE HOUSE, 21.8 M (71.52 FT) SSE FROM THE
 AH5959'STATION KNOLL NO 2 AND 4.6 M (15.09 FT) WNW OF AN OLD FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0883 ***********************************************************************
 CB0883  DESIGNATION -  SHARP
 CB0883  PID         -  CB0883
 CB0883  STATE/COUNTY-  TX/TOM GREEN
 CB0883  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0883
 CB0883                         *CURRENT SURVEY CONTROL
 CB0883  ___________________________________________________________________
 CB0883* NAD 83(1993)-  31 17 01.95873(N)    100 35 44.31947(W)     ADJUSTED  
 CB0883* NAVD 88     -       674.7    (meters)    2214.     (feet)  VERTCON   
 CB0883  ___________________________________________________________________
 CB0883  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CB0883  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CB0883
 CB0883  HORZ ORDER  -  THIRD
 CB0883
 CB0883.The horizontal coordinates were established by classical geodetic methods
 CB0883.and adjusted by the National Geodetic Survey in February 1996..
 CB0883
 CB0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0883
 CB0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0883
 CB0883.The geoid height was determined by GEOID03.
 CB0883
 CB0883;                    North         East     Units Scale Factor Converg.
 CB0883;SPC TX C     - 3,179,306.477   675,025.379   MT  0.99989385   -0 08 06.4
 CB0883;SPC TX C     -10,430,774.67  2,214,645.76   sFT  0.99989385   -0 08 06.4
 CB0883;UTM  14      - 3,462,161.803   348,114.134   MT  0.99988455   -0 49 43.5
 CB0883
 CB0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0883!SPC TX C     -   0.99989779  x   0.99989385  =   0.99979165
 CB0883!UTM  14      -   0.99989779  x   0.99988455  =   0.99978235
 CB0883
 CB0883:                Primary Azimuth Mark                     Grid Az
 CB0883:SPC TX C     -  ALLEN                                    200 02 19.7
 CB0883:UTM  14      -  ALLEN                                    200 43 56.8
 CB0883
 CB0883|---------------------------------------------------------------------|
 CB0883| PID    Reference Object                     Distance      Geod. Az  |
 CB0883|                                                           dddmmss.s |
 CB0883| CB0891 ALLEN                               APPROX.10.6 KM 1995413.3 |
 CB0883|---------------------------------------------------------------------|
 CB0883
 CB0883                          SUPERSEDED SURVEY CONTROL
 CB0883
 CB0883  NAD 83(1986)-  31 17 01.96567(N)    100 35 44.30484(W) AD(       ) 3
 CB0883  NAD 27      -  31 17 01.37319(N)    100 35 42.94692(W) AD(       ) 3
 CB0883  NGVD 29 (07/19/86)  674.5    (m)         2213.     (f) VERT ANG       
 CB0883
 CB0883.Superseded values are not recommended for survey control.
 CB0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0883.See file dsdata.txt to determine how the superseded data were derived.
 CB0883
 CB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4811462162(NAD 83)
 CB0883_MARKER: DD = SURVEY DISK
 CB0883_SETTING: 66 = SET IN ROCK OUTCROP
 CB0883_SP_SET: SET IN BEDROCK
 CB0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0883+STABILITY: POSITION/ELEVATION WELL
 CB0883
 CB0883  HISTORY     - Date     Condition        Report By
 CB0883  HISTORY     - 1955     MONUMENTED       USGS
 CB0883
 CB0883                          STATION DESCRIPTION
 CB0883
 CB0883'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CB0883'STATION IS LOCATED ABOUT 1.0 MI. N. AND 2.0 MI. E. OF KNICKENBARKER,
 CB0883'ON THE HIGHEST POINT OF A ROUND BARE TOP.
 CB0883'
 CB0883'TO REACH FROM THE SCHOOLHOUSE IN KNICKENBARKER, GO N. ON OILED RD.
 CB0883'FOR 0.1 MI. TO FORKS, TAKE RIGHT FORK E. AND GO 1.0 MI. TO DRIVEWAY
 CB0883'ON RIGHT, GO RIGHT (E.) ON TRACK RD. (PASS HOUSE AND TAKE TRACK RD.
 CB0883'ON S. SIDE OF CHICKEN HOUSE) FOR 0.4 MI. TO FORKS, TAKE LEFT FORK E.
 CB0883'AND GO 0.7 MI. TO FORKS, TAKE LEFT FORK N. AND E. AND GO 0.4 MI. TO
 CB0883'TOP OF RIDGE, GO RIGHT (S.) ACROSS COUNTRY FOR 0.2 MI. TO HIGHEST
 CB0883'POINT OF HILL AND STATION.
 CB0883'
 CB0883'STATION MARK--STANDARD TABLET, STAMPED ---SHARP 1955---, AND SET IN
 CB0883'BEDROCK.
 CB0883'
 CB0883'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6929 ***********************************************************************
 AW6929  DESIGNATION -  SHARP
 AW6929  PID         -  AW6929
 AW6929  STATE/COUNTY-  TX/HARRIS
 AW6929  USGS QUAD   -  ALIEF (1995)
 AW6929
 AW6929                         *CURRENT SURVEY CONTROL
 AW6929  ___________________________________________________________________
 AW6929* NAD 83(1993)-  29 42 01.43734(N)    095 31 02.48818(W)     ADJUSTED  
 AW6929* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 AW6929  ___________________________________________________________________
 AW6929  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6929  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW6929
 AW6929  HORZ ORDER  -  FIRST
 AW6929
 AW6929.The horizontal coordinates were established by classical geodetic methods
 AW6929.and adjusted by the National Geodetic Survey in February 1996..
 AW6929
 AW6929.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6929
 AW6929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6929
 AW6929.The geoid height was determined by GEOID03.
 AW6929
 AW6929;                    North         East     Units Scale Factor Converg.
 AW6929;SPC TXSC     - 4,211,938.692   936,942.884   MT  0.99988352   +1 42 22.3
 AW6929;SPC TXSC     -13,818,668.86  3,073,953.45   sFT  0.99988352   +1 42 22.3
 AW6929;UTM  15      - 3,288,240.002   256,440.506   MT  1.00033199   -1 14 52.4
 AW6929
 AW6929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6929!SPC TXSC     -   1.00000000  x   0.99988352  =   0.99988352
 AW6929!UTM  15      -   1.00000000  x   1.00033199  =   1.00033199
 AW6929
 AW6929|---------------------------------------------------------------------|
 AW6929| PID    Reference Object                     Distance      Geod. Az  |
 AW6929|                                                           dddmmss.s |
 AW6929| CV6775 SHARP RM 1                            5.187 METERS 04344     |
 AW6929| CV6774 SHARP AZ MK                                        2232131.9 |
 AW6929| CV6776 SHARP RM 2                            4.993 METERS 22721     |
 AW6929|---------------------------------------------------------------------|
 AW6929
 AW6929                          SUPERSEDED SURVEY CONTROL
 AW6929
 AW6929  NAD 83(1986)-  29 42 01.45145(N)    095 31 02.46985(W) AD(       ) 1
 AW6929  NAD 27      -  29 42 00.62083(N)    095 31 01.67645(W) AD(       ) 1
 AW6929  NGVD 29 (07/19/86)   27.4    (m)           90.     (f) VERT ANG       
 AW6929
 AW6929.Superseded values are not recommended for survey control.
 AW6929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6929.See file dsdata.txt to determine how the superseded data were derived.
 AW6929
 AW6929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5644188240(NAD 83)
 AW6929_MARKER: DS = TRIANGULATION STATION DISK
 AW6929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6929
 AW6929  HISTORY     - Date     Condition        Report By
 AW6929  HISTORY     - 1968     MONUMENTED       CGS
 AW6929  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6929  HISTORY     - 19931123 MARK NOT FOUND   USPSQD
 AW6929
 AW6929                          STATION DESCRIPTION
 AW6929
 AW6929'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6929'THE STATION IS LOCATED ABOUT 10-1/2 MILES WEST-SOUTHWEST OF DOWNTOWN
 AW6929'HOUSTON, 1/4 MILE SOUTH OF THE SHARPSTOWN SHOPPING CENTER, ACROSS
 AW6929'THE FREEWAY FROM THE HOUSTON MUSIC THEATRE AND ON U.S. HIGHWAY 59
 AW6929'(SOUTHWEST FREEWAY) RIGHT-OF-WAY PROPERTY.  IT IS JUST
 AW6929'NORTHEAST OF THE EAST ABUTMENT OF THE OVERCROSSING OVER FONDREN
 AW6929'ROAD.
 AW6929'
 AW6929'THE STATION MARK IS A STANDARD DISK STAMPED SHARP 1968, SET IN THE
 AW6929'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 1 INCH BELOW
 AW6929'THE GROUND SURFACE.  IT IS 17.7 FEET NORTHEAST OF THE EAST CORNER
 AW6929'OF THE EAST ABUTMENT OF THE OVERCROSSING, 6-1/2 FEET SOUTHWEST OF
 AW6929'THE WEST LEG OF A SIGN WITH THE LETTERING SPEED LIMIT 60 MINIMUM
 AW6929'SPEED 45, AND 3-1/2 FEET SOUTHEAST OF THE EAST GUARD RAIL OF THE
 AW6929'NORTH BOUND TRAFFIC LANES OF U.S. HIGHWAY 59.
 AW6929'
 AW6929'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SHARP NO 1 1968, SET IN
 AW6929'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6929'WITH THE GROUND SURFACE.  IT IS 10-1/2 FEET NORTHEAST OF THE WEST
 AW6929'LEG OF THE SPEED LIMIT SIGN AND 3-1/2 FEET SOUTHEAST OF THE EAST
 AW6929'GUARD RAIL OF THE HIGHWAY.
 AW6929'
 AW6929'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SHARP NO 2 1968, SET IN
 AW6929'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6929'WITH THE GROUND SURFACE.  IT IS 23 FEET SOUTHWEST OF THE SPEED
 AW6929'LIMIT SIGN AND 3 FEET SOUTHEAST OF THE EAST EDGE OF THE EAST
 AW6929'ABUTMENT OF THE OVERCROSSING.
 AW6929'
 AW6929'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTHWEST ALONG THE FREEWAY AND
 AW6929'IN THE MEDIAN OF THE FREEWAY AND THE EAST FRONTAGE ROAD.  IT IS A
 AW6929'STANDARD DISK STAMPED SHARP 1968, SET IN THE TOP OF A 12-INCH
 AW6929'CYLINDRICAL CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE GROUND
 AW6929'SURFACE.  IT IS 115-1/2 FEET NORTHEAST OF A LARGE METAL ROAD SIGN
 AW6929'WITH THE LETTERING FONDREN RD BELLAIRE BLVD, 48-1/2 FEET
 AW6929'SOUTHEAST OF THE EAST EDGE OF THE NORTH BOUND TRAFFIC LANES OF
 AW6929'U.S. HIGHWAY 59 AND 21.0 FEET NORTHWEST OF THE CENTER OF THE EAST
 AW6929'FRONTAGE ROAD ALONG THE FREEWAY.
 AW6929'
 AW6929'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 AW6929
 AW6929                          STATION RECOVERY (1987)
 AW6929
 AW6929'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6929'MARK NOT FOUND.
 AW6929
 AW6929                          STATION RECOVERY (1993)
 AW6929
 AW6929'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1558 ***********************************************************************
 AH1558  DESIGNATION -  SHASTER
 AH1558  PID         -  AH1558
 AH1558  STATE/COUNTY-  TX/NUECES
 AH1558  USGS QUAD   -  ANNAVILLE (1975)
 AH1558
 AH1558                         *CURRENT SURVEY CONTROL
 AH1558  ___________________________________________________________________
 AH1558* NAD 83(1993)-  27 49 40.47935(N)    097 31 44.01583(W)     ADJUSTED  
 AH1558* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 AH1558  ___________________________________________________________________
 AH1558  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AH1558  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH1558
 AH1558  HORZ ORDER  -  SECOND
 AH1558
 AH1558.The horizontal coordinates were established by classical geodetic methods
 AH1558.and adjusted by the National Geodetic Survey in February 1996..
 AH1558
 AH1558.The orthometric height was scaled from a topographic map.
 AH1558
 AH1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1558
 AH1558.The geoid height was determined by GEOID03.
 AH1558
 AH1558;                    North         East     Units Scale Factor Converg.
 AH1558;SPC TX S     - 5,239,824.400   395,670.113   MT  0.99999863   +0 26 27.2
 AH1558;SPC TX S     -17,190,990.55  1,298,127.70   sFT  0.99999863   +0 26 27.2
 AH1558;UTM  14      - 3,079,007.806   644,881.105   MT  0.99985909   +0 41 12.7
 AH1558
 AH1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1558!SPC TX S     -   1.00000122  x   0.99999863  =   0.99999985
 AH1558!UTM  14      -   1.00000122  x   0.99985909  =   0.99986031
 AH1558
 AH1558:                Primary Azimuth Mark                     Grid Az
 AH1558:SPC TX S     -  TAFT CENTRAL PWR AND LT CO TK            036 14 26.1
 AH1558:UTM  14      -  TAFT CENTRAL PWR AND LT CO TK            035 59 40.6
 AH1558
 AH1558|---------------------------------------------------------------------|
 AH1558| PID    Reference Object                     Distance      Geod. Az  |
 AH1558|                                                           dddmmss.s |
 AH1558| AH1382 TAFT CENTRAL PWR AND LT CO TK       APPROX.21.5 KM 0364053.3 |
 AH1558| CV3443 SHASTER RM 2                         52.040 METERS 09422     |
 AH1558| AH1364 CORPUS CHRISTI S RANKIN ST TK       APPROX.12.7 KM 1063333.5 |
 AH1558| AH1362 CORPUS CHRISTI PORT COMP CO TK      APPROX.11.8 KM 1113234.3 |
 AH1558| AH1363 CORPUS CHRISTI 12TH ST MUN TK       APPROX.13.4 KM 1142634.4 |
 AH1558| AH1561 CLARKWOOD MUNICIPAL TANK            APPROX. 4.9 KM 1880226.1 |
 AH1558| CV3442 SHASTER RM 1                         26.580 METERS 33103     |
 AH1558| AH1557 KALETA RESET                        APPROX. 8.3 KM 3572546.1 |
 AH1558|---------------------------------------------------------------------|
 AH1558
 AH1558                          SUPERSEDED SURVEY CONTROL
 AH1558
 AH1558  NAD 83(1986)-  27 49 40.48439(N)    097 31 43.99383(W) AD(       ) 2
 AH1558  NAD 27      -  27 49 39.39600(N)    097 31 43.01700(W) AD(       ) 2
 AH1558
 AH1558.Superseded values are not recommended for survey control.
 AH1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1558.See file dsdata.txt to determine how the superseded data were derived.
 AH1558
 AH1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4488179008(NAD 83)
 AH1558_MARKER: DS = TRIANGULATION STATION DISK
 AH1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1558
 AH1558  HISTORY     - Date     Condition        Report By
 AH1558  HISTORY     - 1933     MONUMENTED       CGS
 AH1558  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1558  HISTORY     - 1964     MARK NOT FOUND   CGS
 AH1558  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1558
 AH1558                          STATION DESCRIPTION
 AH1558
 AH1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1558'STATION IS LOCATED ABOUT 9 MILES W BY N OF THE PLAZA HOTEL
 AH1558'IN CORPUS CHRISTI AND ABOUT 3 MILES N OF CLARKWOOD, NEAR
 AH1558'STATE HIGHWAY 9.  IT IS ON THE PROPERTY OF MR. N. ERIGAN
 AH1558'(LEASED TO SHASTER OIL COMPANY) AND IS 26.2 METERS S OF THE
 AH1558'CENTER LINE OF THE HIGHWAY.
 AH1558'
 AH1558'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AH1558'SET IN CONCRETE.
 AH1558'
 AH1558'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--S
 AH1558'GABLE OF SAXET FIELD OFFICE OF HOUSTON OIL CO., 93 DEG.  PLAZA
 AH1558'HOTEL, 97 DEG.  OIL STORAGE TANK (18 FEET IN DIAMETER AND
 AH1558'25 FEET HIGH) (96.6 METERS DISTANT), 166 DEG 30 MIN.  CLARKWOOD,
 AH1558'WATER TANK, 179 DEG.  NE CORNER OF SMALL GRAY HOUSE (23.5
 AH1558'METERS DISTANT), 299 DEG.
 AH1558'
 AH1558'HEIGHT OF LIGHT ABOVE STATION MARK - 6.1 METERS.
 AH1558
 AH1558                          STATION RECOVERY (1949)
 AH1558
 AH1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1558'THE AREA WAS THOROUGHLY SEARCHED BUT THE STATION COULD NOT
 AH1558'BE FOUND.  THE AREA IS NOW OCCUPIED BY THE RENWAR OIL CO.
 AH1558'WAREHOUSE AND FIELD OFFICE AND HAS BEEN FILLED WITH SHELL.
 AH1558'IT IS BELIEVED THE STATION HAS BEEN COVERED WITH THE SHELL
 AH1558'AND COULD BE FOUND BY EXTENSIVE SURVEY METHODS.  NEITHER
 AH1558'OF THE REFERENCE MARKS COULD BE FOUND AND IT IS BELIEVED THEY
 AH1558'HAVE ALSO BEEN COVERED.
 AH1558
 AH1558                          STATION RECOVERY (1964)
 AH1558
 AH1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1558'A SEARCH OF ABOUT 1/2 HOUR WAS MADE FOR THIS STATION BUT IT
 AH1558'WAS NOT FOUND.  IT IS POSSIBLE THAT A SEARCH OF THE TYPE
 AH1558'RECOMMENDED BY C.W.C. IN 1949 MIGHT UNCOVER THE MARK.
 AH1558
 AH1558                          STATION RECOVERY (2001)
 AH1558
 AH1558'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1959 ***********************************************************************
 AY1959  DESIGNATION -  SHAVANO
 AY1959  PID         -  AY1959
 AY1959  STATE/COUNTY-  TX/BEXAR
 AY1959  USGS QUAD   -  CASTLE HILLS (1992)
 AY1959
 AY1959                         *CURRENT SURVEY CONTROL
 AY1959  ___________________________________________________________________
 AY1959* NAD 83(1993)-  29 37 03.87685(N)    098 32 07.50385(W)     ADJUSTED  
 AY1959* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 AY1959  ___________________________________________________________________
 AY1959  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 AY1959  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AY1959
 AY1959  HORZ ORDER  -  FIRST
 AY1959
 AY1959.The horizontal coordinates were established by classical geodetic methods
 AY1959.and adjusted by the National Geodetic Survey in February 1996..
 AY1959
 AY1959.The orthometric height was scaled from a topographic map.
 AY1959
 AY1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1959
 AY1959.The geoid height was determined by GEOID03.
 AY1959
 AY1959;                    North         East     Units Scale Factor Converg.
 AY1959;SPC TXSC     - 4,197,849.827   644,990.885   MT  0.99987538   +0 13 39.4
 AY1959;SPC TXSC     -13,772,445.64  2,116,107.60   sFT  0.99987538   +0 13 39.4
 AY1959;UTM  14      - 3,276,519.594   544,978.866   MT  0.99962496   +0 13 46.6
 AY1959
 AY1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1959!SPC TXSC     -   0.99994832  x   0.99987538  =   0.99982370
 AY1959!UTM  14      -   0.99994832  x   0.99962496  =   0.99957330
 AY1959
 AY1959|---------------------------------------------------------------------|
 AY1959| PID    Reference Object                     Distance      Geod. Az  |
 AY1959|                                                           dddmmss.s |
 AY1959| CV6298 SHAVANO RM 1                         15.276 METERS 06128     |
 AY1959| AY1807 HOLLYWOOD PARK HILL EST SPIPE       APPROX. 5.7 KM 1270026.4 |
 AY1959| CV6297 SHAVANO AZ MK                                      1882320.4 |
 AY1959| AY1962 SHAVANO PARK STANDPIPE              APPROX. 3.4 KM 2120903.6 |
 AY1959| CV6299 SHAVANO RM 2                         11.153 METERS 21752     |
 AY1959|---------------------------------------------------------------------|
 AY1959
 AY1959                          SUPERSEDED SURVEY CONTROL
 AY1959
 AY1959  NAD 83(1986)-  29 37 03.88167(N)    098 32 07.48685(W) AD(       ) 1
 AY1959  NAD 27      -  29 37 03.06500(N)    098 32 06.41800(W) AD(       ) 1
 AY1959
 AY1959.Superseded values are not recommended for survey control.
 AY1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1959.See file dsdata.txt to determine how the superseded data were derived.
 AY1959
 AY1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4497976520(NAD 83)
 AY1959_MARKER: DS = TRIANGULATION STATION DISK
 AY1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1959
 AY1959  HISTORY     - Date     Condition        Report By
 AY1959  HISTORY     - 1953     MONUMENTED       CGS
 AY1959  HISTORY     - 1953     GOOD             AMS
 AY1959  HISTORY     - 1960     GOOD             CGS
 AY1959  HISTORY     - 1967     GOOD             CGS
 AY1959
 AY1959                          STATION DESCRIPTION
 AY1959
 AY1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1959'THE STATION IS LOCATED ABOUT 13.5 MILES NORTHWEST OF THE
 AY1959'CENTER OF SAN ANTONIO, 3 MILES SOUTHEAST OF CAMP BULLIS,
 AY1959'ON THE HIGHEST TIMBERED HILL IN THE IMMEDIATE VICINITY,
 AY1959'AND ON LAND OWNED BY MR. WALLACE ROGERS, WHO MAINTAINS AN
 AY1959'OFFICE AT THE SHAVANO DEVELOPMENT PROJECT.
 AY1959'
 AY1959'REACHED FROM THE JUNCTION OF LOOP 13 AND BLANCO ROAD, BY
 AY1959'GOING NORTH ON THE LATTER FOR 7.6 MILES, (0.45 MILE BEYOND
 AY1959'THE BLANCO SCHOOL) TO A LOCKED GATE ON THE LEFT, (W), TURN
 AY1959'LEFT THROUGH GATE AND FOLLOW A TRACK ROAD FOR 0.25 MILE TO
 AY1959'A FORK.  TAKE THE RIGHT ROAD AND GO 1.3 MILES TO A SIDE
 AY1959'ROAD RIGHT THAT GOES UP-HILL.  TURN RIGHT AND GO 0.45 MILE
 AY1959'TO WINDMILL, WATER RESERVOIR, AND AZIMUTH MARK ON THE LEFT.
 AY1959'PASS THE WINDMILL TO THE RIGHT AND GO 0.4 MILE TO THE TOP
 AY1959'OF THE RIDGE.  THENCE BEAR TO THE RIGHT AND PICK BEST WAY
 AY1959'TO THE SUMMIT OF THE HILL AND STATION SITE.  APPROXIMATELY
 AY1959'0.15 MILE.  BEST USE A FOUR-WHEEL DRIVE TRUCK.
 AY1959'
 AY1959'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1959'STAMPED SHAVANO 1953 IS 6 FEET NORTH OF A WITNESS POST.  THE
 AY1959'MARK IS FLUSH WITH THE GROUND.
 AY1959'
 AY1959'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A DRILL HOLE
 AY1959'IN ROCK-OUTCROPPING, STAMPED SHAVANO NO 1 1953 IS SOUTHWEST
 AY1959'OF THE STATION.  THE MARK PROJECTS 3 INCHES.
 AY1959'
 AY1959'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A DRILL HOLE
 AY1959'IN ROCK-OUTCROPPING, STAMPED SHAVANO NO 2 1953 IS NORTHEAST
 AY1959'OF THE STATION.  THE MARK PROJECTS 3 INCHES.
 AY1959'
 AY1959'THE AZIMUTH MARK, A STANDARD DISK SET IN A DRILL HOLE IN A
 AY1959'SMALL BOULDER, STAMPED SHAVANO 1953 IS 80 FEET NORTH OF
 AY1959'A RESERVOIR, 60 FEET SOUTH OF THE WINDMILL, 15 FEET WEST OF
 AY1959'A WIRE FENCE, AND 4 FEET WEST OF A WITNESS POST.  THE MARK
 AY1959'PROJECTS 15 INCHES.
 AY1959'
 AY1959'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 AY1959
 AY1959                          STATION RECOVERY (1953)
 AY1959
 AY1959'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1959'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS SET IN A
 AY1959'SMALL CIRCULAR SHAPED CLEARING.  IT IS 13 FT. WEST OF THE
 AY1959'BASE OF A SMALL EVERGREEN TREE, 33 FT. NORTH OF THE SOUTH
 AY1959'EDGE OF CLEARING, 31 FT. EAST OF THE WEST EDGE OF CLEARING,
 AY1959'AND IT IS 23 FT. SOUTH OF THE NORTH EDGE OF CLEARING.
 AY1959
 AY1959                          STATION RECOVERY (1960)
 AY1959
 AY1959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AY1959'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AY1959'THE AZIMUTH MARK WAS NOT VISITED.
 AY1959'
 AY1959'THIS PARTY PACKED INTO THE STATION FROM THE LOCKED GATE MENTIONED
 AY1959'IN THE ORIGINAL DESCRIPTION VIA A DIFFERENT ROUTE FROM THAT
 AY1959'DESCRIBED IN THE ORIGINAL DESCRIPTION.  THEREFORE THIS SECTION
 AY1959'OF THE DESCRIPTION WAS NOT CHECKED.  A REVISED DESCRIPTION,
 AY1959'WITH AN ALTERNATE TO REACH SECTION, FOLLOWS--
 AY1959'
 AY1959'REACHED FROM THE JUNCTION OF LOOP 13 AND BLANCO ROAD BY
 AY1959'GOING NORTH ON THE LATTER FOR 7.6 MILES -- 0.45 MILE BEYOND
 AY1959'THE BLANCO SCHOOL (ABANDONED) -- TO A LOCKED RED GATE ON THE LEFT.
 AY1959'PROCEED SOUTHWEST ALONG A TRACK ROAD TO AN E-W FENCE LINE
 AY1959'(WHICH FOLLOWS THE NORTHERLY OF TWO PARALLEL E-W CLEARED
 AY1959'LINES).  THEN PROCEED WEST ALONG THE FENCE LINE FOR ABOUT
 AY1959'1-1/2 MILES TO THE SUMMIT OF A HILL AND THE STATION SITE ON THE
 AY1959'LEFT.  ABOUT A 30-MINUTE PACK FROM THE GATE AT BLANCO ROAD.
 AY1959'
 AY1959'THE STATION IS ABOUT 220 FEET SOUTH OF A WIRE FENCE AND
 AY1959'6 FEET NORTH OF A WITNESS POST.  A STANDARD DISK, STAMPED
 AY1959'SHAVANO 1953, SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 AY1959'IS FLUSH WITH THE GROUND.
 AY1959'
 AY1959'REFERENCE MARK NO. 1 IS 50.12 FEET NORTHEAST OF THE STATION.
 AY1959'A STANDARD DISK, STAMPED SHAVANO NO 1 1953, SET IN A DRILL
 AY1959'HOLE IN ROCK OUTCROPPING WHICH IS FLUSH WITH THE GROUND.
 AY1959'
 AY1959'REFERENCE MARK NO. 2 IS 36.59 FEET SOUTHWEST OF THE STATION.
 AY1959'A STANDARD DISK, STAMPED SHAVANO NO 2 1953, SET IN A DRILL
 AY1959'HOLE IN ROCK OUTCROPPING WHICH PROJECTS 1 INCH ABOVE THE
 AY1959'GROUND.
 AY1959'
 AY1959'IT SHOULD BE NOTED THAT MR. WALLACE ROGERS, WHO MAINTAINS
 AY1959'AN OFFICE IN SHAVANO PARK, NO LONGER OWNS THE PROPERTY.  THE
 AY1959'LAND IS PRESENTLY OWNED BY A MR. STAPLETON, WHO LIVES ON
 AY1959'HUEBNER ROAD.
 AY1959
 AY1959                          STATION RECOVERY (1967)
 AY1959
 AY1959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (MWL)
 AY1959'STATION RECOVERED.
 AY1959'STATION CAN BE REACHED FROM THE JUNCTION OF STATE LOOP NO. 410 AND
 AY1959'FARM ROAD NO. 1535, HARRY WARZBACH HIGHWAY, BY GOING NNW ON THE
 AY1959'LATTER FOR 6.8 MILES TO JUNCTION WITH FARM ROAD 1604 (1.2 MILES NW OF
 AY1959'SHAVANO PARK) TURN RIGHT (E) ON FARM ROAD 1604 FOR 1.9 MILE
 AY1959'TO A TRACK ROAD N (0.4 MILE E OF SALADO CREEK CROSSING) TURN
 AY1959'LEFT (NW) AND FOLLOW TRACK ROAD 1.1 MILE TO WINDMILL ON THE LEFT
 AY1959'(W), CONTINUE UP TRACK ROAD 0.3 MILE TO SADDLE IN ROAD.  THENCE
 AY1959'BEAR TO THE RIGHT (NE) AND GO APPROXIMATELY 675 FEET TO POINT OF
 AY1959'RIDGE AND STATION SITE.
 AY1959'
 AY1959'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13.5 MILES
 AY1959'NW OF THE CENTER OF SAN ANTONIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1962 ***********************************************************************
 AY1962  DESIGNATION -  SHAVANO PARK STANDPIPE
 AY1962  PID         -  AY1962
 AY1962  STATE/COUNTY-  TX/BEXAR
 AY1962  USGS QUAD   -  CASTLE HILLS (1992)
 AY1962
 AY1962                         *CURRENT SURVEY CONTROL
 AY1962  ___________________________________________________________________
 AY1962* NAD 83(1993)-  29 35 30.64041(N)    098 33 14.55214(W)     ADJUSTED  
 AY1962* NAVD 88     -                                                        
 AY1962  ___________________________________________________________________
 AY1962  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 AY1962  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AY1962
 AY1962  HORZ ORDER  -  THIRD
 AY1962
 AY1962.The horizontal coordinates were established by classical geodetic methods
 AY1962.and adjusted by the National Geodetic Survey in February 1996..
 AY1962
 AY1962
 AY1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1962
 AY1962.The geoid height was determined by GEOID03.
 AY1962
 AY1962;                    North         East     Units Scale Factor Converg.
 AY1962;SPC TXSC     - 4,194,972.390   643,198.211   MT  0.99987326   +0 13 06.5
 AY1962;SPC TXSC     -13,763,005.25  2,110,226.13   sFT  0.99987326   +0 13 06.5
 AY1962;UTM  14      - 3,273,642.820   543,186.735   MT  0.99962301   +0 13 12.8
 AY1962
 AY1962                          SUPERSEDED SURVEY CONTROL
 AY1962
 AY1962  NAD 83(1986)-  29 35 30.64493(N)    098 33 14.53468(W) AD(       ) 4
 AY1962  NAD 27      -  29 35 29.82600(N)    098 33 13.46400(W) AD(       ) 3
 AY1962
 AY1962.Superseded values are not recommended for survey control.
 AY1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1962.See file dsdata.txt to determine how the superseded data were derived.
 AY1962
 AY1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4318773643(NAD 83)
 AY1962_MARKER: 52 = STANDPIPE TANK
 AY1962
 AY1962  HISTORY     - Date     Condition        Report By
 AY1962  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1962  HISTORY     - 1960     GOOD             CGS
 AY1962  HISTORY     - 1960     GOOD             CGS
 AY1962  HISTORY     - 19950331 GOOD             USPSQD
 AY1962
 AY1962                          STATION DESCRIPTION
 AY1962
 AY1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1962'LOCATED IN SHAVANO PARK, WHICH IS ABOUT 12 MILES NORTHWEST
 AY1962'OF THE CENTER OF SAN ANTONIO.  IT IS A STEEL STRUCTURE ABOUT
 AY1962'60 FEET IN CIRCUMFRANCE, 70 FEET HIGH, PAINTED SILVER, AND
 AY1962'LETTERED SHAVANO ON THE SOUTH SIDE.
 AY1962'
 AY1962'THE POINT INTERSECTED WAS THE TOP OF THE STANDPIPE.
 AY1962
 AY1962                          STATION RECOVERY (1960)
 AY1962
 AY1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AY1962'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 AY1962'A NEW DESCRIPTION FOLLOWS--
 AY1962'
 AY1962'LOCATED IN SHAVANO PARK, WHICH IS ABOUT 12 MILES NORTHWEST
 AY1962'OF THE CENTER OF SAN ANTONIO AND ABOUT 6.2 MILES NORTHWEST
 AY1962'ALONG THE CAMP BULLIS ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 AY1962'281 AND LOOP 13.  IT IS A STEEL STRUCTURE, 25 FEET IN DIAMETER,
 AY1962'70 FEET HIGH, PAINTED SILVER, AND LETTERED SHAVANO ON THE
 AY1962'SOUTH SIDE.
 AY1962
 AY1962                          STATION RECOVERY (1960)
 AY1962
 AY1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 AY1962'THE INTERSECTION STATION WAS RECOVERED AS ORIGINALY DESCRIBED
 AY1962'AND FOUND IN GOOD CONDITION.
 AY1962
 AY1962                          STATION RECOVERY (1995)
 AY1962
 AY1962'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1194 ***********************************************************************
 DN1194  DESIGNATION -  SHAWNEE
 DN1194  PID         -  DN1194
 DN1194  STATE/COUNTY-  TX/GRAYSON
 DN1194  USGS QUAD   -  DENISON DAM (1973)
 DN1194
 DN1194                         *CURRENT SURVEY CONTROL
 DN1194  ___________________________________________________________________
 DN1194* NAD 83(1993)-  33 45 35.93218(N)    096 36 01.57485(W)     ADJUSTED  
 DN1194* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 DN1194  ___________________________________________________________________
 DN1194  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DN1194  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DN1194
 DN1194  HORZ ORDER  -  SECOND
 DN1194
 DN1194.The horizontal coordinates were established by classical geodetic methods
 DN1194.and adjusted by the National Geodetic Survey in February 1996..
 DN1194
 DN1194.The orthometric height was scaled from a topographic map.
 DN1194
 DN1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1194
 DN1194.The geoid height was determined by GEOID03.
 DN1194
 DN1194;                    North         East     Units Scale Factor Converg.
 DN1194;SPC TXNC     - 2,233,725.534   775,964.132   MT  0.99994889   +1 02 09.6
 DN1194;SPC TXNC     - 7,328,481.19  2,545,808.99   sFT  0.99994889   +1 02 09.6
 DN1194;UTM  14      - 3,738,130.753   722,240.738   MT  1.00020893   +1 20 02.5
 DN1194
 DN1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1194!SPC TXNC     -   0.99996110  x   0.99994889  =   0.99991000
 DN1194!UTM  14      -   0.99996110  x   1.00020893  =   1.00017003
 DN1194
 DN1194|---------------------------------------------------------------------|
 DN1194| PID    Reference Object                     Distance      Geod. Az  |
 DN1194|                                                           dddmmss.s |
 DN1194| CY2261 SHAWNEE RM 1                         11.771 METERS 00552     |
 DN1194| CY2260 SHAWNEE AZ MK                                      1415108.9 |
 DN1194| CY2262 SHAWNEE RM 2                         11.690 METERS 26059     |
 DN1194|---------------------------------------------------------------------|
 DN1194
 DN1194                          SUPERSEDED SURVEY CONTROL
 DN1194
 DN1194  NAD 83(1993)-  33 45 35.93289(N)    096 36 01.57380(W) AD(       ) 2
 DN1194  NAD 83(1986)-  33 45 35.93775(N)    096 36 01.56634(W) AD(       ) 2
 DN1194  NAD 27      -  33 45 35.56380(N)    096 36 00.58940(W) AD(       ) 2
 DN1194
 DN1194.Superseded values are not recommended for survey control.
 DN1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1194.See file dsdata.txt to determine how the superseded data were derived.
 DN1194
 DN1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2224138131(NAD 83)
 DN1194_MARKER: DS = TRIANGULATION STATION DISK
 DN1194_SETTING: 80 = SET IN A BOULDER
 DN1194_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DN1194
 DN1194  HISTORY     - Date     Condition        Report By
 DN1194  HISTORY     - 1955     MONUMENTED       CGS
 DN1194  HISTORY     - 1956     GOOD             CGS
 DN1194  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1194
 DN1194                          STATION DESCRIPTION
 DN1194
 DN1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1194'THE STATION IS LOCATED AIRLINE, ABOUT 4 MILES WEST-NORTHWEST
 DN1194'OF DENISON AND ABOUT 7 MILES NORTH OF SHERMAN ON THE HIGHEST
 DN1194'POINT AND EASTERN MOST ONE OF TWO TIMBERED HILLS.
 DN1194'
 DN1194'THE STATION IS A STANDARD DISK STAMPED SHAWNEE 1955 SET IN
 DN1194'A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 1
 DN1194'FOOT ABOVE THE GROUND.  IT IS 14 FEET SOUTHEAST OF A WHITE
 DN1194'WITNESS POST.
 DN1194'
 DN1194'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SHAWNEE
 DN1194'NO 1 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS
 DN1194'ABOUT FLUSH WITH THE GROUND AND IS ABOUT 2 FEET LOWER THAN
 DN1194'THE STATION.
 DN1194'
 DN1194'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SHAWNEE
 DN1194'NO 2 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS
 DN1194'ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 DN1194'AS THE STATION.
 DN1194'
 DN1194'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHAWNEE 1955 SET
 DN1194'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1194'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 5 FEET EAST OF A FENCE
 DN1194'CORNER, 20 FEET WEST OF THE CENTER LINE OF A DIRT ROAD AND 32
 DN1194'FEET SOUTH OF THE CENTER LINE OF FARM ROAD 120.
 DN1194'
 DN1194'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE LANE TO
 DN1194'THE STATION AND FARM ROAD 120, GO WEST ON FARM ROAD 120 FOR
 DN1194'0.2 MILE TO A SIDE ROAD ON THE LEFT, SOUTH SIDE AND THE
 DN1194'AZIMUTH MARK.
 DN1194'
 DN1194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75,
 DN1194'STATE HIGHWAY 75A AND FARM ROAD 120 IN THE WEST EDGE OF DENISON,
 DN1194'GO WEST ON STATE HIGHWAY 75A AND FARM ROAD 120 FOR 0.3 MILE.
 DN1194'TURN RIGHT AND GO NORTH ON THE HIGHWAY FOR 0.25 MILE.  TURN
 DN1194'LEFT AND GO WEST ON FARM ROAD 84 AND 120 FOR 1.75 MILES.  TAKE
 DN1194'THE LEFT FORK AND FOLLOW FARM ROAD 120 WESTERLY FOR 0.95
 DN1194'MILE TO A LANE ON THE RIGHT, NORTH SIDE.  TURN RIGHT OFF
 DN1194'FARM ROAD 120 AND FOLLOW THE LANE NORTH FOR 0.1 MILE TO THE
 DN1194'WEST END OF A HOUSE.  PASS THROUGH A BOARD GATE AND TO THE
 DN1194'LEFT SIDE OF A BARN AND A WIRE GATE IN THE SOUTHWEST CORNER
 DN1194'OF THE BARN YARD.  PASS THROUGH THE GATE AND GO WEST FOR
 DN1194'ABOUT 100 FEET TO A FENCE CORNER.  TURN RIGHT AND FOLLOW
 DN1194'THE BLAZED TREES NORTHWESTERLY FOR ABOUT 0.1 MILE TO AN OLD
 DN1194'ROAD.  FOLLOW THE OLD ROAD NORTHWESTERLY FOR ABOUT 0.15 MILE
 DN1194'TO THE HIGHEST POINT OF THE HILL, A WHITE WITNESS POST AND
 DN1194'THE STATION.
 DN1194
 DN1194                          STATION RECOVERY (1956)
 DN1194
 DN1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (AMS)
 DN1194'STATION RECOVERED AS DESCRIBED.
 DN1194'
 DN1194'THE STATION IS IN LARGE BOULDER ON HIGHEST POINT OF SMALL
 DN1194'STEEP HILL.
 DN1194
 DN1194                          STATION RECOVERY (1995)
 DN1194
 DN1194'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0615 ***********************************************************************
 BY0615  DESIGNATION -  SHAWNEE 2
 BY0615  PID         -  BY0615
 BY0615  STATE/COUNTY-  TX/ANGELINA
 BY0615  USGS QUAD   -  ZAVALLA (1984)
 BY0615
 BY0615                         *CURRENT SURVEY CONTROL
 BY0615  ___________________________________________________________________
 BY0615* NAD 83(1993)-  31 12 09.36680(N)    094 28 42.02516(W)     ADJUSTED  
 BY0615* NAVD 88     -        75.86   (+/-2cm)     248.9    (feet)  VERTCON   
 BY0615  ___________________________________________________________________
 BY0615  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BY0615  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BY0615
 BY0615  HORZ ORDER  -  THIRD
 BY0615  VERT ORDER  -  THIRD (See Below)
 BY0615
 BY0615.The horizontal coordinates were established by classical geodetic methods
 BY0615.and adjusted by the National Geodetic Survey in February 1996..
 BY0615.No horizontal observational check was made to the station.
 BY0615
 BY0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0615.The vertical order pertains to the NGVD 29 superseded value.
 BY0615
 BY0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0615
 BY0615.The geoid height was determined by GEOID03.
 BY0615
 BY0615;                    North         East     Units Scale Factor Converg.
 BY0615;SPC TX C     - 3,184,946.122 1,257,670.947   MT  0.99988788   +3 00 56.4
 BY0615;SPC TX C     -10,449,277.40  4,126,208.77   sFT  0.99988788   +3 00 56.4
 BY0615;UTM  15      - 3,452,997.101   359,160.643   MT  0.99984467   -0 45 57.6
 BY0615
 BY0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0615!SPC TX C     -   0.99999245  x   0.99988788  =   0.99988033
 BY0615!UTM  15      -   0.99999245  x   0.99984467  =   0.99983712
 BY0615
 BY0615|---------------------------------------------------------------------|
 BY0615| PID    Reference Object                     Distance      Geod. Az  |
 BY0615|                                                           dddmmss.s |
 BY0615| BY0611 SHAWNEE                              10.790 METERS 01536     |
 BY0615| BY0617 SHAWNEE 2 AZ MK                                    1150204.2 |
 BY0615| BY0616 SHAWNEE 2 RM 1                       10.018 METERS 24754     |
 BY0615|---------------------------------------------------------------------|
 BY0615
 BY0615                          SUPERSEDED SURVEY CONTROL
 BY0615
 BY0615  NAD 83(1986)-  31 12 09.37755(N)    094 28 42.01515(W) AD(       ) 3
 BY0615  NAD 27      -  31 12 08.69600(N)    094 28 41.28600(W) AD(       ) 3
 BY0615  NGVD 29 (??/??/??)   75.89   (m)          249.0    (f) RESET       3  
 BY0615
 BY0615.Superseded values are not recommended for survey control.
 BY0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0615.See file dsdata.txt to determine how the superseded data were derived.
 BY0615
 BY0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ5916152997(NAD 83)
 BY0615_MARKER: DS = TRIANGULATION STATION DISK
 BY0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0615_SP_SET: MONUMENT
 BY0615_STAMPING: SHAWNEE 2 1956
 BY0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0615
 BY0615  HISTORY     - Date     Condition        Report By
 BY0615  HISTORY     - 1956     MONUMENTED       CGS
 BY0615  HISTORY     - 1956     GOOD             CGS
 BY0615  HISTORY     - 1979     GOOD             USGS
 BY0615
 BY0615                          STATION DESCRIPTION
 BY0615
 BY0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 BY0615'STATION IS LOCATED ABOUT 04.4 MILES NORTHWEST OF ZAVALLA,
 BY0615'ALONG THE SOUTHWEST SIDE OF U.S. HIGHWAY NO. 69 AND 00.3
 BY0615'MILE NORTHWEST OF THE JUNCTION OF F.M. ROAD 1818 AND 69, IN
 BY0615'THE NORTH CORNER OF THE FRONT YARD OF A WHITE FARM HOUSE.
 BY0615'THE STATION IS ABOUT 12.3 FEET SOUTHWEST OF THE SOUTHWEST
 BY0615'RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY AND ACROSS THE HIGHWAY
 BY0615'FROM THE T. AND N.O.R.R. TRACKS.  IT IS 104 FEET NORTH OF
 BY0615'THE NORTH CORNER OF THE WHITE HOUSE AND ABOUT 4 FEET SOUTHEAST
 BY0615'OF THE NORTHWEST YARD FENCE AND BETWEEN THE FENCE AND THE
 BY0615'ENTRANCE DRIVE TO THE GARAGE.  A STANDARD DISK STAMPED
 BY0615'SHAWNEE 2 1956 IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 BY0615'INCHES.
 BY0615'
 BY0615'THE AZIMUTH MARK IS ABOUT 00.3 MILE SOUTHEAST OF THE STATION,
 BY0615'75 YARDS EAST OF THE JUNCTION OF THE HIGHWAY AND F.M. NO.
 BY0615'1818, ACROSS THE TRACKS NORTHEAST FROM THE HIGHWAY AND IS
 BY0615'41 FEET NORTHEAST OF THE CENTERLINE OF THE TRACKS AND ABOUT
 BY0615'10 FEET FROM THE RIGHT-OF-WAY FENCE, ALONG THE EDGE OF THE
 BY0615'SPOIL BANK.  A STANDARD AZIMUTH DISK STAMPED SHAWNEE 1956
 BY0615'IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH.
 BY0615'
 BY0615'REFERENCE MARK NO. 1 IS WEST OF THE STATION, IN THE EDGE
 BY0615'OF THE WOODED AREA, 23.5 FEET WEST OF THE NORTHWEST FENCE
 BY0615'OF THE FARM YARD AND 29 FEET SOUTHWEST OF THE SOUTHWEST
 BY0615'RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY.  A STANDARD DISK
 BY0615'STAMPED SHAWNEE 2 1956 NO. 1 SET IN A CONCRETE MONUMENT
 BY0615'PROJECTING ABOUT 1 INCH.
 BY0615'
 BY0615'REFERENCE NO. 2 IS SOUTH OF THE STATION, 10 FEET NORTHWEST
 BY0615'OF THE ENTRANCE DRIVE TO THE GARAGE AND 15 FEET SOUTHEAST
 BY0615'FROM THE NORTHWEST FENCE OF THE FARM YARD.  A STANDARD DISK
 BY0615'STAMPED SHAWNEE 1949 NO. 2 AND SET IN A CONCRETE MONUMENT.
 BY0615'THE ARROW POINTS TOWARD SHAWNEE 1949.
 BY0615'
 BY0615'TO REACH THE STATION FROM ZAVALLA--GO NORTHWEST ON HIGHWAY
 BY0615'NO. 69, 04.1 MILES TO THE AZIMUTH MARK ON THE RIGHT, ACROSS
 BY0615'THE TRACKS.  THEN CONTINUE NORTHWEST ON THE HIGHWAY 00.3
 BY0615'MILE TO THE STATION IN THE FARMYARD ON THE LEFT AS DESCRIBED.
 BY0615
 BY0615                          STATION RECOVERY (1956)
 BY0615
 BY0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BY0615'04.4 MI NW FROM ZAVALLA.
 BY0615'04.4 MILES NORTHWEST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY NO.69,
 BY0615'FROM THE STATION IN ZAVALLA, ANGELINA COUNTY, 0.6 MILE NORTHWEST OF
 BY0615'THE ATLANTIC PIPELINE BOOSTER STATION, 104 FEET NORTH OF THE NORTH
 BY0615'CORNER OF A WHITE HOUSE AND IN THE NORTH CORNER OF THE FRONT YARD. IT
 BY0615'IS ABOUT 12.3 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY LINE AND 4
 BY0615'FEET SOUTH EAST OF THE YARD FENCE.  A STANDARD TRIANGULATION DISK
 BY0615'STAMPED SHAWNEE 2 1956 IN A CONCRETE MONUMENT PROJECTING ABOUT 4
 BY0615'INCHES.
 BY0615
 BY0615                          STATION RECOVERY (1979)
 BY0615
 BY0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0615'4.4 MILES NORTHWEST FROM THE SOUTHERN PACIFIC RAILROAD CROSSING IN
 BY0615'ZAVALLA ALONG U.S. HIGHWAY NO. 69, AND 0.6 MILES NORTH OF THE
 BY0615'ATLANTIC PIPELINE BOOSTER STATION, FROM CENTER LINE ROAD AT T-DRIVE
 BY0615'SW, GO 31.7 FEET WEST ALONG CENTER LINE OF ROAD, THEN 71.3 FEET SW
 BY0615'PERPENDICULAR FROM CENTER LINE OF ROAD TO BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0617 ***********************************************************************
 BY0617  DESIGNATION -  SHAWNEE 2 AZ MK
 BY0617  PID         -  BY0617
 BY0617  STATE/COUNTY-  TX/ANGELINA
 BY0617  USGS QUAD   -  ZAVALLA (1984)
 BY0617
 BY0617                         *CURRENT SURVEY CONTROL
 BY0617  ___________________________________________________________________
 BY0617* NAD 83(1986)-  31 12 03.     (N)    094 28 22.     (W)     SCALED    
 BY0617* NAVD 88     -        74.83   (+/-2cm)     245.5    (feet)  VERTCON   
 BY0617  ___________________________________________________________________
 BY0617  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BY0617
 BY0617  VERT ORDER  -  THIRD (See Below)
 BY0617
 BY0617.The horizontal coordinates were scaled from a topographic map and have
 BY0617.an estimated accuracy of +/- 6 seconds.
 BY0617
 BY0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0617.The vertical order pertains to the NGVD 29 superseded value.
 BY0617
 BY0617.The geoid height was determined by GEOID03.
 BY0617
 BY0617;                    North         East    Units  Estimated Accuracy
 BY0617;SPC TX C     - 3,184,780.    1,258,210.      MT  (+/- 180 meters Scaled)
 BY0617
 BY0617                          SUPERSEDED SURVEY CONTROL
 BY0617
 BY0617  NGVD 29 (01/29/03)   74.86   (m)          245.6    (f) RESET       3  
 BY0617
 BY0617.Superseded values are not recommended for survey control.
 BY0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0617.See file dsdata.txt to determine how the superseded data were derived.
 BY0617
 BY0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ596527(NAD 83)
 BY0617_MARKER: DZ = AZIMUTH MARK DISK
 BY0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0617_SP_SET: MONUMENT
 BY0617_STAMPING: SHAWNEE 2 1956
 BY0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0617
 BY0617  HISTORY     - Date     Condition        Report By
 BY0617  HISTORY     - 1956     MONUMENTED       CGS
 BY0617
 BY0617                          STATION DESCRIPTION
 BY0617
 BY0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BY0617'04.1 MI NW FROM ZAVALLA.
 BY0617'04.1 MILES NORTHWEST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY NO.69
 BY0617'FROM THE STATION IN ZAVALLA, ANGELINA COUNTY, 41 FEET NORTHEAST OF THE
 BY0617'CENTERLINE OF THE TRACKS, 10 FEET SOUTHWEST OF THE NORTHEAST
 BY0617'RIGHT-OF-WAY FENCE OF THE RAILROAD AND ABOUT 75 YARDS SOUTHEAST OF THE
 BY0617'JUNCTION OF HIGHWAY 69 AND F.M. NO.1818.  IT IS 90.9 FEET NORTHEAST OF
 BY0617'THE SITE OF THE ORIGINAL AZIMUTH MARK AND ACROSS THE TRACKS. A
 BY0617'STANDARD AZIMUTH DISK STAMPED SHAWNEE 2 1956 IN A CONCRETE MONUMENT
 BY0617'WHICH PROJECTS ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0616 ***********************************************************************
 BY0616  DESIGNATION -  SHAWNEE 2 RM 1
 BY0616  PID         -  BY0616
 BY0616  STATE/COUNTY-  TX/ANGELINA
 BY0616  USGS QUAD   -  ZAVALLA (1984)
 BY0616
 BY0616                         *CURRENT SURVEY CONTROL
 BY0616  ___________________________________________________________________
 BY0616* NAD 83(1986)-  31 12 09.     (N)    094 28 42.     (W)     SCALED    
 BY0616* NAVD 88     -        75.71   (+/-2cm)     248.4    (feet)  VERTCON   
 BY0616  ___________________________________________________________________
 BY0616  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BY0616
 BY0616  VERT ORDER  -  THIRD (See Below)
 BY0616
 BY0616.The horizontal coordinates were scaled from a topographic map and have
 BY0616.an estimated accuracy of +/- 6 seconds.
 BY0616
 BY0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0616.The vertical order pertains to the NGVD 29 superseded value.
 BY0616
 BY0616.The geoid height was determined by GEOID03.
 BY0616
 BY0616;                    North         East    Units  Estimated Accuracy
 BY0616;SPC TX C     - 3,184,940.    1,257,670.      MT  (+/- 180 meters Scaled)
 BY0616
 BY0616                          SUPERSEDED SURVEY CONTROL
 BY0616
 BY0616  NGVD 29 (01/29/03)   75.74   (m)          248.5    (f) RESET       3  
 BY0616
 BY0616.Superseded values are not recommended for survey control.
 BY0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0616.See file dsdata.txt to determine how the superseded data were derived.
 BY0616
 BY0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ591529(NAD 83)
 BY0616_MARKER: DR = REFERENCE MARK DISK
 BY0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0616_SP_SET: MONUMENT
 BY0616_STAMPING: SHAWNEE 2 1956 NO 1
 BY0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0616
 BY0616  HISTORY     - Date     Condition        Report By
 BY0616  HISTORY     - 1956     MONUMENTED       CGS
 BY0616
 BY0616                          STATION DESCRIPTION
 BY0616
 BY0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BY0616'04.4 MI NE FROM ZAVALLA.
 BY0616'04.4 MILES NORTHWEST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY NO.69
 BY0616'FROM THE STATION AT ZAVALLA, ABOUT 110 FEET NORTH, NORTHWEST FROM A
 BY0616'WHITE FARM HOUSE, 23.5 FEET NORTHWEST OF THE NORTH FENCE OF THE FARM
 BY0616'YARD, 29 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE LINE OF
 BY0616'THE HIGHWAY AND A 20 INCH DIAMETER OAK WHICH IS A FENCE CORNER.  IT IS
 BY0616'32.88 FEET WEST OF TRIANGULATION STATION SHAWNEE 2 1956.  A STANDARD
 BY0616'DISK STAMPED SHAWNEE 2 1956 NO 1 IN A CONCRETE MONUMENT ABOUT FLUSH,
 BY0616'IN THE WOODED PASTURE NORTHWEST OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0613 ***********************************************************************
 BY0613  DESIGNATION -  SHAWNEE RM 2
 BY0613  PID         -  BY0613
 BY0613  STATE/COUNTY-  TX/ANGELINA
 BY0613  USGS QUAD   -  ZAVALLA (1984)
 BY0613
 BY0613                         *CURRENT SURVEY CONTROL
 BY0613  ___________________________________________________________________
 BY0613* NAD 83(1986)-  31 12 10.     (N)    094 28 42.     (W)     SCALED    
 BY0613* NAVD 88     -        75.97   (+/-2cm)     249.2    (feet)  VERTCON   
 BY0613  ___________________________________________________________________
 BY0613  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BY0613
 BY0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0613
 BY0613.The horizontal coordinates were scaled from a topographic map and have
 BY0613.an estimated accuracy of +/- 6 seconds.
 BY0613
 BY0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0613.The vertical order pertains to the NGVD 29 superseded value.
 BY0613
 BY0613.The geoid height was determined by GEOID03.
 BY0613
 BY0613;                    North         East    Units  Estimated Accuracy
 BY0613;SPC TX C     - 3,184,970.    1,257,670.      MT  (+/- 180 meters Scaled)
 BY0613
 BY0613                          SUPERSEDED SURVEY CONTROL
 BY0613
 BY0613  NGVD 29 (??/??/92)   75.996  (m)          249.33   (f) ADJ UNCH    2 0
 BY0613
 BY0613.Superseded values are not recommended for survey control.
 BY0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0613.See file dsdata.txt to determine how the superseded data were derived.
 BY0613
 BY0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ591530(NAD 83)
 BY0613_MARKER: DR = REFERENCE MARK DISK
 BY0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0613_SP_SET: MONUMENT
 BY0613_STAMPING: SHAWNEE 1949 NO 2
 BY0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0613
 BY0613  HISTORY     - Date     Condition        Report By
 BY0613  HISTORY     - 1949     MONUMENTED       CGS
 BY0613  HISTORY     - 1956     GOOD             NGS
 BY0613  HISTORY     - 1979     GOOD             USGS
 BY0613
 BY0613                          STATION DESCRIPTION
 BY0613
 BY0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BY0613'04.4 MI NW FROM ZAVALLA.
 BY0613'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW
 BY0613'DESCRIPTION IS AS FOLLOWS.  04.4 MILES NORTHWEST ALONG THE T. AND
 BY0613'N.O.R.R. AND U.S. HIGHWAY NO.69 FROM THE STATION IN ZAVALLA, ANGELINA
 BY0613'COUNTY, IN THE FRONT YARD OF A WHITE FARM HOUSE.  IT IS ABOUT 13 FEET
 BY0613'NORTHWEST OF THE CENTERLINE OF THE ENTRANCE DRIVE TO THE GARAGE AND
 BY0613'ABOUT 12 FEET NORTH OF THE GARAGE.  IT IS 34.34 FEET SOUTH OF
 BY0613'TRIANGULATION STATION SHAWNEE 2 1956.  A STANDARD REFERENCE DISK
 BY0613'STAMPED SHAWNEE 1949 NO 2 IN A CONCRETE MONUMENT PROJECTING ABOUT 4
 BY0613'INCHES.
 BY0613
 BY0613                          STATION RECOVERY (1979)
 BY0613
 BY0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0613'4.4 MILES NORTHWEST FROM THE SOUTHERN PACIFIC RAILROAD CROSSING IN
 BY0613'ZAVALLA ALONG U.S. HIGHWAY NO. 69, AND 0.6 MILES NORTH OF THE
 BY0613'ATLANTIC PIPELINE BOOSTER STATION, FROM CENTER LINE ROAD AT T-DRIVE
 BY0613'SW, GO 31.7 FEET WEST ALONG CENTER LINE OF ROAD, THENCE 71.3 FEET SW,
 BY0613'PERPENDUCILAR FROM CENTER LINE OF ROAD, THEN 34.34 FEET SOUTH TO BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0466 ***********************************************************************
 AV0466  DESIGNATION -  SHEA
 AV0466  PID         -  AV0466
 AV0466  STATE/COUNTY-  TX/JEFFERSON
 AV0466  USGS QUAD   -  TEXAS POINT (1993)
 AV0466
 AV0466                         *CURRENT SURVEY CONTROL
 AV0466  ___________________________________________________________________
 AV0466* NAD 83(1986)-  29 39 03.     (N)    093 49 48.     (W)     SCALED    
 AV0466* NAVD 88     -         1.58   (+/-2cm)       5.2    (feet)  VERTCON   
 AV0466  ___________________________________________________________________
 AV0466  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AV0466
 AV0466  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0466
 AV0466.The horizontal coordinates were scaled from a topographic map and have
 AV0466.an estimated accuracy of +/- 6 seconds.
 AV0466
 AV0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0466.The vertical order pertains to the NGVD 29 superseded value.
 AV0466
 AV0466.The geoid height was determined by GEOID03.
 AV0466
 AV0466;                    North         East    Units  Estimated Accuracy
 AV0466;SPC TXSC     - 4,212,490.    1,100,350.      MT  (+/- 180 meters Scaled)
 AV0466
 AV0466                          SUPERSEDED SURVEY CONTROL
 AV0466
 AV0466  NGVD 29 (??/??/??)    1.568  (m)            5.14   (f) ADJUSTED    1 2
 AV0466
 AV0466.Superseded values are not recommended for survey control.
 AV0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0466.See file dsdata.txt to determine how the superseded data were derived.
 AV0466
 AV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN196803(NAD 83)
 AV0466_MARKER: DB = BENCH MARK DISK
 AV0466_SETTING: 66 = SET IN ROCK OUTCROP
 AV0466_SP_SET: GRANITE ROCK
 AV0466_STAMPING: SHEA 1960
 AV0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AV0466+STABILITY: POSITION/ELEVATION WELL
 AV0466
 AV0466  HISTORY     - Date     Condition        Report By
 AV0466  HISTORY     - 1960     MONUMENTED       CGS
 AV0466
 AV0466                          STATION DESCRIPTION
 AV0466
 AV0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AV0466'5.2 MI SE FROM SABINE.
 AV0466'ABOUT 0.1 MILE SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AV0466'SABINE, THENCE 0.25 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 2.1
 AV0466'MILES SOUTHEAST ALONG A PAVED ROAD TO THE SABINE PASS WEST JETTY,
 AV0466'THENCE 2.75 MILES SOUTHEAST ALONG THE JETTY, IN THE TOP OF A GRANITE
 AV0466'ROCK IN THE CENTER OF THE JETTY, AND 130 YARDS NORTH FROM A POINT IN
 AV0466'LINE WITH THE NAVIGATION STRUCTURE SUPPORTING THE TIDE GAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1023 ***********************************************************************
 GK1023  DESIGNATION -  SHEAF
 GK1023  PID         -  GK1023
 GK1023  STATE/COUNTY-  TX/OCHILTREE
 GK1023  USGS QUAD   -  BOOKER SW (1973)
 GK1023
 GK1023                         *CURRENT SURVEY CONTROL
 GK1023  ___________________________________________________________________
 GK1023* NAD 83(1993)-  36 17 20.96376(N)    100 37 47.81597(W)     ADJUSTED  
 GK1023* NAVD 88     -       887.     (meters)    2910.     (feet)  SCALED    
 GK1023  ___________________________________________________________________
 GK1023  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 GK1023  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 GK1023
 GK1023  HORZ ORDER  -  FIRST
 GK1023
 GK1023.The horizontal coordinates were established by classical geodetic methods
 GK1023.and adjusted by the National Geodetic Survey in February 1996..
 GK1023
 GK1023.The orthometric height was scaled from a topographic map.
 GK1023
 GK1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1023
 GK1023.The geoid height was determined by GEOID03.
 GK1023
 GK1023;                    North         East     Units Scale Factor Converg.
 GK1023;SPC TX N     - 1,254,307.454   278,160.696   MT  1.00002640   +0 30 15.2
 GK1023;SPC TX N     - 4,115,173.71    912,598.88   sFT  1.00002640   +0 30 15.2
 GK1023;UTM  14      - 4,017,253.359   353,628.771   MT  0.99986398   -0 57 53.5
 GK1023
 GK1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1023!SPC TX N     -   0.99986510  x   1.00002640  =   0.99989150
 GK1023!UTM  14      -   0.99986510  x   0.99986398  =   0.99972910
 GK1023
 GK1023|---------------------------------------------------------------------|
 GK1023| PID    Reference Object                     Distance      Geod. Az  |
 GK1023|                                                           dddmmss.s |
 GK1023| CL4073 SHEAF RM 1                           23.470 METERS 00846     |
 GK1023| CL4074 SHEAF RM 2                           25.215 METERS 26229     |
 GK1023| CL4072 SHEAF AZ MK                                        2685745.8 |
 GK1023|---------------------------------------------------------------------|
 GK1023
 GK1023                          SUPERSEDED SURVEY CONTROL
 GK1023
 GK1023  NAD 83(1993)-  36 17 20.96386(N)    100 37 47.81582(W) AD(       ) 1
 GK1023  NAD 83(1986)-  36 17 20.96997(N)    100 37 47.80424(W) AD(       ) 1
 GK1023  NAD 27      -  36 17 20.84300(N)    100 37 46.28300(W) AD(       ) 1
 GK1023
 GK1023.Superseded values are not recommended for survey control.
 GK1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1023.See file dsdata.txt to determine how the superseded data were derived.
 GK1023
 GK1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF5362917253(NAD 83)
 GK1023_MARKER: DS = TRIANGULATION STATION DISK
 GK1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1023
 GK1023  HISTORY     - Date     Condition        Report By
 GK1023  HISTORY     - 1952     MONUMENTED       CGS
 GK1023  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK1023
 GK1023                          STATION DESCRIPTION
 GK1023
 GK1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1023'THE STATION IS LOCATED ON THE NORTH SIDE OF A GRAVELED EAST-WEST
 GK1023'ROAD, ABOUT 11 MILES AIRLINE SOUTHEAST OF PERRYTON, ABOUT 15
 GK1023'MILES AIRLINE EAST-SOUTHEAST OF LORD, ABOUT 12 MILES AIRLINE
 GK1023'SOUTH-SOUTHWEST OF BOOKER, AND ABOUT 200 YARDS SOUTHWEST OF
 GK1023'SOME FARM BUILDINGS.
 GK1023'
 GK1023'TO REACH THE STATION FROM THE OCHILTREE COUNTY COURTHOUSE IN
 GK1023'PERRYTON, GO SOUTH ON U.S. HIGHWAY 83 FOR 7.3 MILES TO A CROSS
 GK1023'ROAD.  TURN LEFT AND GO EAST FOR 8.2 MILES TO THE TOP OF A
 GK1023'SLIGHT RISE AND THE AZIMUTH MARK ON THE RIGHT.  KEEP STRAIGHT
 GK1023'AHEAD AND GO 0.6 MILE TO A FARM ROAD AND THE STATION ON THE
 GK1023'LEFT.
 GK1023'
 GK1023'THE STATION MARK IS A STANDARD DISK STAMPED SHEAF 1952 SET IN
 GK1023'THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS 6 INCHES BELOW
 GK1023'THE GROUND.  IT IS 10 FEET NORTHWEST OF A WHITE WITNESS POST,
 GK1023'40 FEET NORTH OF THE CENTERLINE OF A GRAVELED EAST-WEST ROAD,
 GK1023'AND 40 FEET WEST OF THE CENTERLINE OF A FARM ROAD.
 GK1023'
 GK1023'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SHEAF NO 1
 GK1023'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK1023'1 INCH ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A FENCE LINE,
 GK1023'30 FEET WEST OF THE CENTERLINE OF THE FARM ROAD, AND 6 INCHES
 GK1023'HIGHER THAN THE STATION.
 GK1023'
 GK1023'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SHEAF NO 2
 GK1023'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK1023'1 INCH ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE LINE,
 GK1023'30 FEET NORTH OF THE CENTERLINE OF THE GRAVELED EAST-WEST ROAD,
 GK1023'AND 6 INCHES HIGHER THAN THE STATION.
 GK1023'
 GK1023'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF THE ROAD
 GK1023'LEADING TO THE STATION, AND IS A STANDARD DISK STAMPED SHEAF
 GK1023'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK1023'2 INCHES ABOVE THE GROUND.  IT IS SET IN A FENCE LINE, 1 FOOT
 GK1023'NORTH OF A POWER LINE POLE, AND 30 FEET SOUTH OF THE CENTERLINE
 GK1023'OF THE ROAD.
 GK1023'
 GK1023'THE SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTERLINES OF
 GK1023'A GRAVELED EAST-WEST ROAD AND A FARM ROAD THAT RUNS NORTH
 GK1023'FROM THE INTERSECTION.  IT IS 1 FOOT HIGHER THAN THE STATION.
 GK1023
 GK1023                          STATION RECOVERY (1973)
 GK1023
 GK1023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SDC)
 GK1023'TRIANGULATION STATION WAS DESTROYED, BRASS TABLET FOUND IN
 GK1023'VICINITY NO EVIDENCE OF R.M. 1 AND 2 WAS FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0698 ***********************************************************************
 AW0698  DESIGNATION -  SHEEKS 2
 AW0698  PID         -  AW0698
 AW0698  STATE/COUNTY-  TX/LIBERTY
 AW0698  USGS QUAD   -  SHEEKS (1993)
 AW0698
 AW0698                         *CURRENT SURVEY CONTROL
 AW0698  ___________________________________________________________________
 AW0698* NAD 83(1993)-  29 59 17.33282(N)    094 57 57.25222(W)     ADJUSTED  
 AW0698* NAVD 88     -        19.624  (meters)      64.38   (feet)  ADJUSTED  
 AW0698  ___________________________________________________________________
 AW0698  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AW0698  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW0698  DYNAMIC HT  -          19.598 (meters)      64.30  (feet)  COMP
 AW0698  MODELED GRAV-     979,305.2   (mgal)                       NAVD 88
 AW0698  OBS GRAVITY -     979,303.3   (mgal)                       GRAV_OBS
 AW0698
 AW0698  HORZ ORDER  -  SECOND
 AW0698  VERT ORDER  -  FIRST     CLASS I
 AW0698
 AW0698.The horizontal coordinates were established by classical geodetic methods
 AW0698.and adjusted by the National Geodetic Survey in February 1996..
 AW0698
 AW0698.The orthometric height was determined by differential leveling
 AW0698.and adjusted by the National Geodetic Survey in June 1991..
 AW0698
 AW0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0698
 AW0698.The geoid height was determined by GEOID03.
 AW0698
 AW0698.The dynamic height is computed by dividing the NAVD 88
 AW0698.geopotential number by the normal gravity value computed on the
 AW0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0698.degrees latitude (g = 980.6199 gals.).
 AW0698
 AW0698.The modeled gravity was interpolated from observed gravity values.
 AW0698.The observed gravity was obtained from relative gravimeter ties
 AW0698.to the IGSN71 gravity network.
 AW0698
 AW0698;                    North         East     Units Scale Factor Converg.
 AW0698;SPC TX C     - 3,048,132.855 1,217,762.976   MT  1.00003679   +2 45 52.4
 AW0698;SPC TX C     -10,000,415.88  3,995,277.36   sFT  1.00003679   +2 45 52.4
 AW0698;UTM  15      - 3,319,098.654   310,351.883   MT  1.00004376   -0 58 58.4
 AW0698
 AW0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0698!SPC TX C     -   1.00000123  x   1.00003679  =   1.00003802
 AW0698!UTM  15      -   1.00000123  x   1.00004376  =   1.00004499
 AW0698
 AW0698:                Primary Azimuth Mark                     Grid Az
 AW0698:SPC TX C     -  DAYTON TRANSCON PIPELINE MAST            013 06 28.5
 AW0698:UTM  15      -  DAYTON TRANSCON PIPELINE MAST            016 51 19.3
 AW0698
 AW0698|---------------------------------------------------------------------|
 AW0698| PID    Reference Object                     Distance      Geod. Az  |
 AW0698|                                                           dddmmss.s |
 AW0698| BL2122 DAYTON TRANSCON PIPELINE MAST       APPROX. 2.5 KM 0155220.9 |
 AW0698| AW2928 SHEEKS 2 RM 3                         9.638 METERS 09326     |
 AW0698| AW2924 SHEEKS                               26.370 METERS 09549     |
 AW0698| AW0699 SHEEKS 2 RM 4                        10.636 METERS 19428     |
 AW0698|---------------------------------------------------------------------|
 AW0698
 AW0698                          SUPERSEDED SURVEY CONTROL
 AW0698
 AW0698  NAD 83(1986)-  29 59 17.34871(N)    094 57 57.23465(W) AD(       ) 2
 AW0698  NAD 27      -  29 59 16.56254(N)    094 57 56.50046(W) AD(       ) 2
 AW0698  NGVD 29 (12/23/87)   19.625  (m)           64.39   (f) ADJUSTED    1 1
 AW0698
 AW0698.Superseded values are not recommended for survey control.
 AW0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0698.See file dsdata.txt to determine how the superseded data were derived.
 AW0698
 AW0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1035219099(NAD 83)
 AW0698_MARKER: DS = TRIANGULATION STATION DISK
 AW0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0698_SP_SET: CONCRETE POST
 AW0698_STAMPING: SHEEKS 2 1970
 AW0698_MARK LOGO: CGS   
 AW0698_PROJECTION: FLUSH
 AW0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0698+STABILITY: SURFACE MOTION
 AW0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0698+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0698
 AW0698  HISTORY     - Date     Condition        Report By
 AW0698  HISTORY     - 1970     MONUMENTED       NGS
 AW0698  HISTORY     - 1972     GOOD             NGS
 AW0698  HISTORY     - 1978     GOOD             NGS
 AW0698  HISTORY     - 1987     GOOD             NGS
 AW0698  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0698  HISTORY     - 19960815 GOOD             USPSQD
 AW0698  HISTORY     - 19980217 GOOD             TXDOT
 AW0698  HISTORY     - 20040317 GOOD             USPSQD
 AW0698
 AW0698                          STATION DESCRIPTION
 AW0698
 AW0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AW0698'THE STATION IS ABOUT 6.0 MILES SOUTHWEST OF DAYTON, ALONG
 AW0698'THE NORTHWEST RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 90 AND THE
 AW0698'SOUTHERN PACIFIC RAILROAD TRACKS, ON RAILROAD PROPERTY.
 AW0698'
 AW0698'TO REACH STATION FROM THE POST OFFICE IN DAYTON, GO SOUTH
 AW0698'ON CHURCH STREET 0.05 MILE TO U.S. HIGHWAY 90.  TURN RIGHT,
 AW0698'GO SOUTHWESTERLY ON U.S. HIGHWAY 90 FOR 6.25 MILES TO STATION
 AW0698'ON THE RIGHT.
 AW0698'
 AW0698'STATION MARKS ARE STANDARD DISKS, STAMPED SHEEKS 2 1970.
 AW0698'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 AW0698'WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 16 FEET SOUTHEAST
 AW0698'OF THE SOUTHEAST RAILROAD TRACK, 62 FEET SOUTHWEST OF CENTER
 AW0698'LINE OF A BLACK-TOP ROAD, 95 FEET NORTHWEST OF THE SOUTHWEST
 AW0698'BOUND TRAFFIC LANE CENTER LINE, AND 36 FEET NORTHWEST OF A
 AW0698'METAL WITNESS POST.  THE SUB-MARK IS SET IN AN IRREGULAR
 AW0698'MASS OF CONCRETE 36 INCHES BELOW SURFACE OF GROUND.
 AW0698'
 AW0698'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED SHEEKS 2 NO 3
 AW0698'1970, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 AW0698'4 INCHES ABOVE GROUND.  IT IS 38.5 FEET SOUTHEAST OF THE
 AW0698'SOUTHEAST RAILROAD TRACK, 30 FEET SOUTHWEST OF THE BLACK-TOP
 AW0698'ROAD CENTER LINE, AND 3 FEET SOUTH OF THE FIRST TELEGRAPH
 AW0698'SOUTH OF MILE POST 333.
 AW0698'
 AW0698'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED SHEEKS 2 NO 4
 AW0698'1970, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AW0698'2 INCHES ABOVE GROUND.  IT IS 35.5 FEET SOUTHEAST OF THE
 AW0698'SOUTHEAST RAILROAD TRACK, 82 FEET SOUTHWEST OF THE BLACK-TOP
 AW0698'ROAD CENTER LINE, 54 FEET SOUTHWEST OF THE FIRST TELEGRAPH
 AW0698'POLE SOUTH OF MILE POST 333, AND 1 FOOT NORTH OF A METAL
 AW0698'WITNESS POST.
 AW0698'
 AW0698'NOTE--NO AZIMUTH MARK WAS SET.
 AW0698
 AW0698                          STATION RECOVERY (1972)
 AW0698
 AW0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW0698'6.0 MI SW FROM DAYTON.
 AW0698'ABOUT 6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE HIGH SCHOOL
 AW0698'AT DAYTON, AT A ROAD INTERSECTION WITH FARM ROAD 1413 LEADING
 AW0698'SOUTH-SOUTHEAST AND A BLACK TOP ROAD LEADING NORTH-NORTHWEST, ALONG
 AW0698'THE RIGHT-OF-WAY OF THE SOUTHERN PACIFIC RAILROAD, 94 1/2 FEET
 AW0698'NORTHWEST OF THE CENTER LINE OF THE SOUTHWESTBOUND LANE OF THE
 AW0698'HIGHWAY, 62 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING
 AW0698'NORTH-NORTHWEST, 16.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SPRR
 AW0698'TRACK, 32 FEET WEST OF THE FIRST TELEPHONE POLE SOUTHWEST OF MILEPOST
 AW0698'333, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 AW0698'12-INCH SQUARE CONCRETE POST PROJECTING 0.1 FOOT.
 AW0698
 AW0698                          STATION RECOVERY (1978)
 AW0698
 AW0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0698'RECOVERED IN GOOD CONDITION.
 AW0698
 AW0698                          STATION RECOVERY (1987)
 AW0698
 AW0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0698'RECOVERED IN GOOD CONDITION.
 AW0698
 AW0698                          STATION RECOVERY (1989)
 AW0698
 AW0698'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0698'MARK NOT FOUND.
 AW0698
 AW0698                          STATION RECOVERY (1996)
 AW0698
 AW0698'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0698'RECOVERED IN GOOD CONDITION.
 AW0698
 AW0698                          STATION RECOVERY (1998)
 AW0698
 AW0698'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 AW0698'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.
 AW0698
 AW0698                          STATION RECOVERY (2004)
 AW0698
 AW0698'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0699 ***********************************************************************
 AW0699  DESIGNATION -  SHEEKS 2 RM 4
 AW0699  PID         -  AW0699
 AW0699  STATE/COUNTY-  TX/LIBERTY
 AW0699  USGS QUAD   -  SHEEKS (1993)
 AW0699
 AW0699                         *CURRENT SURVEY CONTROL
 AW0699  ___________________________________________________________________
 AW0699* NAD 83(1986)-  29 59 17.     (N)    094 57 59.     (W)     SCALED    
 AW0699* NAVD 88     -        19.31   (+/-2cm)      63.4    (feet)  VERTCON   
 AW0699  ___________________________________________________________________
 AW0699  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW0699
 AW0699  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0699
 AW0699.The horizontal coordinates were scaled from a topographic map and have
 AW0699.an estimated accuracy of +/- 6 seconds.
 AW0699
 AW0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0699.The vertical order pertains to the NGVD 29 superseded value.
 AW0699
 AW0699.The geoid height was determined by GEOID03.
 AW0699
 AW0699;                    North         East    Units  Estimated Accuracy
 AW0699;SPC TX C     - 3,048,120.    1,217,720.      MT  (+/- 180 meters Scaled)
 AW0699
 AW0699                          SUPERSEDED SURVEY CONTROL
 AW0699
 AW0699  NGVD 29 (??/??/92)   19.315  (m)           63.37   (f) ADJ UNCH    1 1
 AW0699
 AW0699.Superseded values are not recommended for survey control.
 AW0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0699.See file dsdata.txt to determine how the superseded data were derived.
 AW0699
 AW0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP103190(NAD 83)
 AW0699_MARKER: DR = REFERENCE MARK DISK
 AW0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0699_STAMPING: SHEEKS 2 NO 4 1970
 AW0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0699+STABILITY: SURFACE MOTION
 AW0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0699+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0699
 AW0699  HISTORY     - Date     Condition        Report By
 AW0699  HISTORY     - 1970     MONUMENTED       NGS
 AW0699  HISTORY     - 1972     GOOD             NGS
 AW0699  HISTORY     - 1978     GOOD             NGS
 AW0699  HISTORY     - 1989     GOOD             USPSQD
 AW0699  HISTORY     - 19960815 GOOD             USPSQD
 AW0699  HISTORY     - 20040317 GOOD             USPSQD
 AW0699
 AW0699                          STATION DESCRIPTION
 AW0699
 AW0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0699'6.0 MI SW FROM DAYTON.
 AW0699'ABOUT 6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE HIGH SCHOOL
 AW0699'AT DAYTON, AT A ROAD INTERSECTION WITH FARM ROAD 1413 LEADING
 AW0699'SOUTH-SOUTHEAST AND A BLACK TOP ROAD LEADING NORTH-NORTHWEST, 34.7
 AW0699'FEET SOUTH OF SHEEKS 2 1970, 74.7 FEET NORTHWEST OF THE CENTER LINE OF
 AW0699'THE SOUTHWESTBOUND LANE OF THE HIGHWAY, 35.8 FEET SOUTHEAST OF THE
 AW0699'SOUTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACK, 54 FEET
 AW0699'SOUTHWEST OF THE FIRST TELEPHONE POLE SOUTHWEST OF MILEPOST 333, 22
 AW0699'FEET WEST OF THE GROUND END OF A GUY WIRE FOR A POWER LINE POLE, 1.5
 AW0699'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 AW0699'ABOUT 1 FOOT BELOW THE LEVEL OF THE STATION MARK AND SET IN THE TOP OF
 AW0699'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE GROUND.
 AW0699
 AW0699                          STATION RECOVERY (1978)
 AW0699
 AW0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0699'RECOVERED IN GOOD CONDITION.
 AW0699
 AW0699                          STATION RECOVERY (1989)
 AW0699
 AW0699'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0699'RECOVERED IN GOOD CONDITION.
 AW0699
 AW0699                          STATION RECOVERY (1996)
 AW0699
 AW0699'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0699'RECOVERED IN GOOD CONDITION.
 AW0699
 AW0699                          STATION RECOVERY (2004)
 AW0699
 AW0699'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0697 ***********************************************************************
 AW0697  DESIGNATION -  SHEEKS 2 RM 5
 AW0697  PID         -  AW0697
 AW0697  STATE/COUNTY-  TX/LIBERTY
 AW0697  USGS QUAD   -  SHEEKS (1993)
 AW0697
 AW0697                         *CURRENT SURVEY CONTROL
 AW0697  ___________________________________________________________________
 AW0697* NAD 83(1986)-  29 59 18.     (N)    094 57 57.     (W)     SCALED    
 AW0697* NAVD 88     -        19.61   (+/-2cm)      64.3    (feet)  VERTCON   
 AW0697  ___________________________________________________________________
 AW0697  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW0697
 AW0697  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0697
 AW0697.The horizontal coordinates were scaled from a topographic map and have
 AW0697.an estimated accuracy of +/- 6 seconds.
 AW0697
 AW0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0697.The vertical order pertains to the NGVD 29 superseded value.
 AW0697
 AW0697.The geoid height was determined by GEOID03.
 AW0697
 AW0697;                    North         East    Units  Estimated Accuracy
 AW0697;SPC TX C     - 3,048,150.    1,217,770.      MT  (+/- 180 meters Scaled)
 AW0697
 AW0697                          SUPERSEDED SURVEY CONTROL
 AW0697
 AW0697  NGVD 29 (??/??/92)   19.609  (m)           64.33   (f) ADJ UNCH    1 1
 AW0697
 AW0697.Superseded values are not recommended for survey control.
 AW0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0697.See file dsdata.txt to determine how the superseded data were derived.
 AW0697
 AW0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP103191(NAD 83)
 AW0697_MARKER: DR = REFERENCE MARK DISK
 AW0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0697_SP_SET: CULVERT
 AW0697_STAMPING: SHEEKS 2 1970 NO 5 1972
 AW0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0697+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0697
 AW0697  HISTORY     - Date     Condition        Report By
 AW0697  HISTORY     - 1972     MONUMENTED       NGS
 AW0697  HISTORY     - 1973     GOOD             NGS
 AW0697  HISTORY     - 1978     GOOD             NGS
 AW0697  HISTORY     - 1989     GOOD             USPSQD
 AW0697  HISTORY     - 19960815 GOOD             USPSQD
 AW0697  HISTORY     - 20040317 GOOD             USPSQD
 AW0697
 AW0697                          STATION DESCRIPTION
 AW0697
 AW0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0697'6.0 MI SW FROM DAYTON.
 AW0697'ABOUT 6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE HIGH SCHOOL
 AW0697'AT DAYTON, AT A ROAD INTERSECTION WITH FARM ROAD 1413 LEADING
 AW0697'SOUTH-SOUTHEAST AND A BLACK TOP ROAD LEADING NORTH-NORTHWEST, 46 FEET
 AW0697'NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST BOUND LANE OF THE
 AW0697'HIGHWAY, 47 FEET NORTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD
 AW0697'LEADING NORTH-NORTHWEST, 108.5 FEET EAST-NORTHEAST OF AND ACROSS THE
 AW0697'ROAD LEADING NORTH-NORTHWEST FROM SHEEKS 2 1970, SET IN THE TOP OF THE
 AW0697'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL FOR A 30-FOOT
 AW0697'2-CHANNEL BOX CULVERT UNDER BOTH LANES OF THE HIGHWAY, 1.1 FEET
 AW0697'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL AND ABOUT 3 FEET BELOW
 AW0697'THE LEVEL OF THE HIGHWAY.
 AW0697
 AW0697                          STATION RECOVERY (1978)
 AW0697
 AW0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0697'RECOVERED IN GOOD CONDITION.
 AW0697
 AW0697                          STATION RECOVERY (1989)
 AW0697
 AW0697'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0697'RECOVERED IN GOOD CONDITION.
 AW0697
 AW0697                          STATION RECOVERY (1996)
 AW0697
 AW0697'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0697'RECOVERED IN GOOD CONDITION.
 AW0697
 AW0697                          STATION RECOVERY (2004)
 AW0697
 AW0697'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0927 ***********************************************************************
 DO0927  DESIGNATION -  SHEEP
 DO0927  PID         -  DO0927
 DO0927  STATE/COUNTY-  TX/KNOX
 DO0927  USGS QUAD   -  TRUSCOTT SOUTH (1966)
 DO0927
 DO0927                         *CURRENT SURVEY CONTROL
 DO0927  ___________________________________________________________________
 DO0927* NAD 83(1993)-  33 43 04.64795(N)    099 48 03.74115(W)     ADJUSTED  
 DO0927* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 DO0927  ___________________________________________________________________
 DO0927  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DO0927  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DO0927
 DO0927  HORZ ORDER  -  THIRD
 DO0927
 DO0927.The horizontal coordinates were established by classical geodetic methods
 DO0927.and adjusted by the National Geodetic Survey in February 1996..
 DO0927
 DO0927.The orthometric height was scaled from a topographic map.
 DO0927
 DO0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0927
 DO0927.The geoid height was determined by GEOID03.
 DO0927
 DO0927;                    North         East     Units Scale Factor Converg.
 DO0927;SPC TXNC     - 2,228,220.419   479,418.288   MT  0.99994010   -0 42 34.5
 DO0927;SPC TXNC     - 7,310,419.82  1,572,891.50   sFT  0.99994010   -0 42 34.5
 DO0927;UTM  14      - 3,731,172.421   425,781.244   MT  0.99966791   -0 26 40.9
 DO0927
 DO0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0927!SPC TXNC     -   0.99992970  x   0.99994010  =   0.99986981
 DO0927!UTM  14      -   0.99992970  x   0.99966791  =   0.99959764
 DO0927
 DO0927|---------------------------------------------------------------------|
 DO0927| PID    Reference Object                     Distance      Geod. Az  |
 DO0927|                                                           dddmmss.s |
 DO0927| CX8633 SHEEP RM 1                            9.382 METERS 00629     |
 DO0927| CX8632 SHEEP AZ MK                                        0202839.2 |
 DO0927| CX8634 SHEEP RM 2                           14.850 METERS 17621     |
 DO0927|---------------------------------------------------------------------|
 DO0927
 DO0927                          SUPERSEDED SURVEY CONTROL
 DO0927
 DO0927  NAD 83(1993)-  33 43 04.64926(N)    099 48 03.74155(W) AD(       ) 3
 DO0927  NAD 83(1986)-  33 43 04.65476(N)    099 48 03.73256(W) AD(       ) 3
 DO0927  NAD 27      -  33 43 04.33661(N)    099 48 02.39937(W) AD(       ) 3
 DO0927
 DO0927.Superseded values are not recommended for survey control.
 DO0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0927.See file dsdata.txt to determine how the superseded data were derived.
 DO0927
 DO0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2578131172(NAD 83)
 DO0927_MARKER: DS = TRIANGULATION STATION DISK
 DO0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0927_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0927
 DO0927  HISTORY     - Date     Condition        Report By
 DO0927  HISTORY     - 1967     MONUMENTED       CGS
 DO0927
 DO0927                          STATION DESCRIPTION
 DO0927
 DO0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DO0927'THE STATION IS 7-1/2 MILES NORTH OF BENJAMIN, 2-1/4 MILES SOUTH OF
 DO0927'TRUSCOTT AND ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 283.
 DO0927'
 DO0927'TO REACH THE STATION FROM THE POST OFFICE IN TRUSCOTT, GO EAST ON
 DO0927'FARM ROAD 1756 FOR 0.65 MILE TO THE JUNCTION OF STATE HIGHWAY 283.
 DO0927'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 283 FOR 2.0 MILES TO A
 DO0927'GRAVELED ROAD ON THE LEFT.  (TO REACH THE AZIMUTH MARK TURN LEFT
 DO0927'AND GO EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE
 DO0927'RIGHT.) CONTINUE SOUTH ON STATE HIGHWAY 283 FOR 0.55 MILES TO
 DO0927'THE STATION ON THE LEFT.
 DO0927'
 DO0927'THE STATION MARK IS A STANDARD DISK, STAMPED SHEEP 1967, SET IN THE
 DO0927'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0927'2 INCHES ABOVE THE GROUND.  IT IS 96 FEET EAST OF THE CENTERLINE OF
 DO0927'STATE HIGHWAY 283 AND ABOUT 20 FEET HIGHER IN ELEVATION, 4.1 FEET
 DO0927'WEST OF A FENCE AND 4.1 FEET WEST-NORTHWEST OF A WITNESS POST.
 DO0927'THE UNDERGROUND MARK IS 44 INCHES BELOW THE GROUND SURFACE.
 DO0927'
 DO0927'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHEEP NO 1 1967, SET
 DO0927'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0927'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1.1 FEET WEST OF THE
 DO0927'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0927'
 DO0927'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHEEP NO 2 1967, SET IN
 DO0927'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0927'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 0.8 FEET WEST OF THE FENCE
 DO0927'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0927'
 DO0927'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SHEEP 1967, SET IN THE
 DO0927'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2
 DO0927'INCHES ABOVE THE GROUND.  IT IS 20.5 FEET SOUTH OF THE CENTERLINE
 DO0927'OF THE GRAVELED ROAD, 2.1 FEET EAST OF A WITNESS POST AND 0.8 FEET
 DO0927'NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0920 ***********************************************************************
 BP0920  DESIGNATION -  SHEEP
 BP0920  PID         -  BP0920
 BP0920  STATE/COUNTY-  TX/PRESIDIO
 BP0920  USGS QUAD   -  DEVILS DEN (1983)
 BP0920
 BP0920                         *CURRENT SURVEY CONTROL
 BP0920  ___________________________________________________________________
 BP0920* NAD 83(1993)-  30 02 39.46895(N)    103 53 03.30774(W)     ADJUSTED  
 BP0920* NAVD 88     -      1540.     (meters)    5052.     (feet)  SCALED    
 BP0920  ___________________________________________________________________
 BP0920  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 BP0920  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 BP0920
 BP0920  HORZ ORDER  -  SECOND
 BP0920
 BP0920.The horizontal coordinates were established by classical geodetic methods
 BP0920.and adjusted by the National Geodetic Survey in February 1996..
 BP0920
 BP0920.The orthometric height was scaled from a topographic map.
 BP0920
 BP0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0920
 BP0920.The geoid height was determined by GEOID03.
 BP0920
 BP0920;                    North         East     Units Scale Factor Converg.
 BP0920;SPC TXSC     - 4,254,873.488   129,111.438   MT  0.99993969   -2 23 34.3
 BP0920;SPC TXSC     -13,959,530.77    423,593.11   sFT  0.99993969   -2 23 34.3
 BP0920;UTM  13      - 3,324,218.246   607,566.889   MT  0.99974275   +0 33 31.2
 BP0920
 BP0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0920!SPC TXSC     -   0.99976164  x   0.99993969  =   0.99970135
 BP0920!UTM  13      -   0.99976164  x   0.99974275  =   0.99950445
 BP0920
 BP0920|---------------------------------------------------------------------|
 BP0920| PID    Reference Object                     Distance      Geod. Az  |
 BP0920|                                                           dddmmss.s |
 BP0920| CI0476 SHEEP RM 2                           10.838 METERS 02657     |
 BP0920| CI0474 SHEEP AZ MK                                        0422152.4 |
 BP0920| CI0475 SHEEP RM 1                           10.068 METERS 30238     |
 BP0920| BQ0424 MARFA PRESIDIO CO CTHSE DOME        APPROX.32.7 KM 3360322.2 |
 BP0920| BQ0428 MARFA MUNICIPAL TANK                APPROX.32.7 KM 3361742.0 |
 BP0920| BQ0427 MARFA MUNICIPAL STANDPIPE           APPROX.33.2 KM 3364744.8 |
 BP0920| BP0924 MITCHELLS RANCH WATER TANK          APPROX.11.3 KM 3573552.8 |
 BP0920|---------------------------------------------------------------------|
 BP0920
 BP0920                          SUPERSEDED SURVEY CONTROL
 BP0920
 BP0920  NAD 83(1986)-  30 02 39.46337(N)    103 53 03.30394(W) AD(       ) 2
 BP0920  NAD 27      -  30 02 38.87000(N)    103 53 01.64400(W) AD(       ) 2
 BP0920
 BP0920.Superseded values are not recommended for survey control.
 BP0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0920.See file dsdata.txt to determine how the superseded data were derived.
 BP0920
 BP0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0756724218(NAD 83)
 BP0920_MARKER: DS = TRIANGULATION STATION DISK
 BP0920_SETTING: 66 = SET IN ROCK OUTCROP
 BP0920_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BP0920
 BP0920  HISTORY     - Date     Condition        Report By
 BP0920  HISTORY     - 1942     MONUMENTED       CGS
 BP0920  HISTORY     - 1958     GOOD             AMS
 BP0920
 BP0920                          STATION DESCRIPTION
 BP0920
 BP0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0920'STATION IS LOCATED 30 MILES, AIR LINE, SW OF ALPINE, 20 MILES,
 BP0920'AIR LINE, SE OF MARFA, AND 16 MILES, AIR LINE, S OF U.S.
 BP0920'HIGHWAY 90, 7 MILES S OF THE MITCHELL RANCH, ON THE HIGHEST
 BP0920'PART OF A LARGE FLAT MESA, WHICH IS THE FIRST DIVIDE ON THE
 BP0920'S SIDE OF THE FLAT PRAIRIE LAND S OF THE HIGHWAY.
 BP0920'
 BP0920'STATION MARK IS A STANDARD DISK, STAMPED SHEEP 1942, CEMENTED
 BP0920'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.
 BP0920'IT IS 0.1 MILE W OF THE TRACK ROAD AND 10.55 FEET E OF A WHITE
 BP0920'4 BY 4 MARKER POST WHICH PROJECTS ABOUT 2.5 FEET ABOVE THE GROUND.
 BP0920'
 BP0920'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED SHEEP NO. 1
 BP0920'1942, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 BP0920'4 INCHES ABOVE THE GROUND.
 BP0920'
 BP0920'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED SHEEP NO. 2
 BP0920'1942, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 BP0920'5 INCHES ABOVE THE GROUND.
 BP0920'
 BP0920'THE AZIMUTH MARK IS A STANDARD DISK, CEMENTED IN A DRILL
 BP0920'HOLE IN BEDROCK WHICH PROJECTS 12 INCHES ABOVE THE GROUND.
 BP0920'IT IS 129.0 FEET W OF THE TRACK ROAD AND 5 FEET S OF A WHITE
 BP0920'4 BY 4 MARKER POST WHICH PROJECTS ABOUT 2.5 FEET ABOVE THE
 BP0920'GROUND.
 BP0920'
 BP0920'REACHED FROM MARFA BY GOING E FROM THE POST OFFICE ON U.S.
 BP0920'HIGHWAY 90 FOR 6.2 MILES TO A GRADED DIRT ROAD RIGHT AT SIGN
 BP0920'NOPAL RANCH, THENCE TURN RIGHT AND GO S FOR 5.2 MILES TO SANTA
 BP0920'FE RAILROAD TRACKS, THENCE CROSS TRACKS AND CONTINUE S FOR 1.1
 BP0920'MILES TO A FORKS, THENCE TAKE LEFT FORK AND GO SE AND S FOR
 BP0920'1.5 MILES TO A FORKS, THENCE RIGHT FORK AND CONTINUE S AS
 BP0920'PER SIGN C.T. MITCHELL FOR 0.4 MILE TO A FORKS, THENCE LEFT
 BP0920'FORK AS PER SIGN C.T. MITCHELL AND CONTINUE S FOR 2.2 MILES
 BP0920'TO A FORKS JUST AFTER CROSSING A CATTLE GUARD, THENCE RIGHT
 BP0920'FORK AS PER SIGN C.T. MITCHELL AND CONTINUE 0.9 MILE TO THE
 BP0920'MITCHELL RANCH ON THE RIGHT AT A FORKS, THENCE LEFT FORK
 BP0920'AND CONTINUE S FOR 2.25 MILES TO A TANK ON THE RIGHT,
 BP0920'THENCE CONTINUE S ON THE MAIN-TRAVELED ROAD FOR 1.0
 BP0920'MILE TO A FORKS, THENCE RIGHT FORK AND CONTINUE SOUTHWARD
 BP0920'FOR 3.35 MILES TO A WOODEN GATE, THENCE THROUGH THE GATE
 BP0920'AND CONTINUE S FOR 1.0 MILE, THENCE TURN RIGHT OFF THE
 BP0920'TRACK ROAD AND GO W CROSS COUNTRY FOR 0.1 MILE TO THE
 BP0920'HIGHEST PART OF THE MESA AND STATION.
 BP0920
 BP0920                          STATION RECOVERY (1958)
 BP0920
 BP0920'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BP0920'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BP0920'
 BP0920'THE STATION IS LOCATED ON THE HIGHEST POINT OF RIDGE.  161
 BP0920'FEET NW OF CENTER OF LARGE TANK.  40 FEET NE OF LONE CACTUS.
 BP0920'20 FEET S OF SMALL LONE CACTUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0952 ***********************************************************************
 CD0952  DESIGNATION -  SHEEP
 CD0952  PID         -  CD0952
 CD0952  STATE/COUNTY-  TX/CULBERSON
 CD0952  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0952
 CD0952                         *CURRENT SURVEY CONTROL
 CD0952  ___________________________________________________________________
 CD0952* NAD 83(1993)-  31 29 48.54957(N)    104 29 01.74922(W)     ADJUSTED  
 CD0952* NAVD 88     -      1377.     (meters)    4518.     (feet)  SCALED    
 CD0952  ___________________________________________________________________
 CD0952  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CD0952  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CD0952
 CD0952  HORZ ORDER  -  THIRD
 CD0952
 CD0952.The horizontal coordinates were established by classical geodetic methods
 CD0952.and adjusted by the National Geodetic Survey in February 1996..
 CD0952
 CD0952.The orthometric height was scaled from a topographic map.
 CD0952
 CD0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0952
 CD0952.The geoid height was determined by GEOID03.
 CD0952
 CD0952;                    North         East     Units Scale Factor Converg.
 CD0952;SPC TX C     - 3,210,239.692   305,804.268   MT  0.99991901   -2 08 15.9
 CD0952;SPC TX C     -10,532,261.39  1,003,292.84   sFT  0.99991901   -2 08 15.9
 CD0952;UTM  13      - 3,484,779.487   549,020.719   MT  0.99962964   +0 16 10.9
 CD0952
 CD0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0952!SPC TX C     -   0.99978755  x   0.99991901  =   0.99970658
 CD0952!UTM  13      -   0.99978755  x   0.99962964  =   0.99941727
 CD0952
 CD0952:                Primary Azimuth Mark                     Grid Az
 CD0952:SPC TX C     -  JONES                                    261 51 06.2
 CD0952:UTM  13      -  JONES                                    259 26 39.4
 CD0952
 CD0952|---------------------------------------------------------------------|
 CD0952| PID    Reference Object                     Distance      Geod. Az  |
 CD0952|                                                           dddmmss.s |
 CD0952| CD0955 JONES                               APPROX. 4.6 KM 2594250.3 |
 CD0952|---------------------------------------------------------------------|
 CD0952
 CD0952                          SUPERSEDED SURVEY CONTROL
 CD0952
 CD0952  NAD 83(1986)-  31 29 48.55006(N)    104 29 01.74722(W) AD(       ) 3
 CD0952  NAD 27      -  31 29 48.09379(N)    104 28 59.99049(W) AD(       ) 3
 CD0952
 CD0952.Superseded values are not recommended for survey control.
 CD0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0952.See file dsdata.txt to determine how the superseded data were derived.
 CD0952
 CD0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ4902184779(NAD 83)
 CD0952_MARKER: DD = SURVEY DISK
 CD0952_SETTING: 66 = SET IN ROCK OUTCROP
 CD0952_SP_SET: SET IN ROCK OUTCROP
 CD0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0952+STABILITY: POSITION/ELEVATION WELL
 CD0952
 CD0952  HISTORY     - Date     Condition        Report By
 CD0952  HISTORY     - 1946     MONUMENTED       USGS
 CD0952
 CD0952                          STATION DESCRIPTION
 CD0952
 CD0952'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0952'STATION LOCATED 1.5 MI. E. OF MONTGOMERY RANCH HOUSE, 6 MI. DUE
 CD0952'S. OF K. C. RANCH HEADQUARTERS, 1 MI. SE. MONTGOMERY BOOSTER STATION.
 CD0952'ON W. END OF HIGHEST HILL IN VICINITY, 90 FT. FROM BREAK AND 100 FT.
 CD0952'S. OF E-W. FENCE.
 CD0952'
 CD0952'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 54 AND FARM ROAD 2185 IN
 CD0952'VAN HORN, PROCEED GENERALLY E. ALONG FARM ROAD 2185 FOR 42.4 MI. TO
 CD0952'END OF PAVEMENT AT A Y-RD. FORK, THENCE 3.4 MI. N. ALONG RIGHT FORK
 CD0952'TO A Y-FORK, THENCE 4.4 MI. ALONG LEFT FORK TO A PIPE LINE CROSSING,
 CD0952'THENCE RIGHT 0.4 MI. ALONG PIPE LINE SERVICE RD., THENCE PACK N. FOR
 CD0952'ABOUT 0.1 MI. TO THE W. END AND HIGHEST POINT OF HILL AND STATION
 CD0952'MARK.
 CD0952'
 CD0952'STATION MARK--STANDARD TABLET CEMENTED IN SOLID ROCK OUTCROP FLUSH
 CD0952'WITH THE GROUND, OVER WHICH IS BUILT A 5 FT. ROCK CAIRN, STAMPED
 CD0952'---SHEEP 1946---.
 CD0952'
 CD0952'REFERENCE MARK--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP FLUSH
 CD0952'WITH THE GROUND, STAMPED ---SHEEP 1946---, 92 FT. FROM STATION,
 CD0952'S 78 DEG 28 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0916 ***********************************************************************
 GK0916  DESIGNATION -  SHEERIN
 GK0916  PID         -  GK0916
 GK0916  STATE/COUNTY-  TX/MOORE
 GK0916  USGS QUAD   -  CACTUS EAST (1963)
 GK0916
 GK0916                         *CURRENT SURVEY CONTROL
 GK0916  ___________________________________________________________________
 GK0916* NAD 83(1993)-  36 01 26.18198(N)    101 52 56.66638(W)     ADJUSTED  
 GK0916* NAVD 88     -      1081.     (meters)    3547.     (feet)  SCALED    
 GK0916  ___________________________________________________________________
 GK0916  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 GK0916  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 GK0916
 GK0916  HORZ ORDER  -  THIRD
 GK0916
 GK0916.The horizontal coordinates were established by classical geodetic methods
 GK0916.and adjusted by the National Geodetic Survey in February 1996..
 GK0916
 GK0916.The orthometric height was scaled from a topographic map.
 GK0916
 GK0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0916
 GK0916.The geoid height was determined by GEOID03.
 GK0916
 GK0916;                    North         East     Units Scale Factor Converg.
 GK0916;SPC TX N     - 1,224,601.341   165,532.402   MT  0.99996671   -0 13 17.8
 GK0916;SPC TX N     - 4,017,712.90    543,084.22   sFT  0.99996671   -0 13 17.8
 GK0916;UTM  14      - 3,990,448.046   240,259.964   MT  1.00043137   -1 41 46.2
 GK0916
 GK0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0916!SPC TX N     -   0.99983456  x   0.99996671  =   0.99980128
 GK0916!UTM  14      -   0.99983456  x   1.00043137  =   1.00026586
 GK0916
 GK0916|---------------------------------------------------------------------|
 GK0916| PID    Reference Object                     Distance      Geod. Az  |
 GK0916|                                                           dddmmss.s |
 GK0916| CM9160 SHEERIN RM 1                          7.120 METERS 13942     |
 GK0916| CM9161 SHEERIN RM 2                          8.866 METERS 23405     |
 GK0916| CM9159 SHEERIN AZ MK                                      2693408.7 |
 GK0916|---------------------------------------------------------------------|
 GK0916
 GK0916                          SUPERSEDED SURVEY CONTROL
 GK0916
 GK0916  NAD 83(1993)-  36 01 26.18151(N)    101 52 56.66631(W) AD(       ) 3
 GK0916  NAD 83(1986)-  36 01 26.19064(N)    101 52 56.65513(W) AD(       ) 3
 GK0916  NAD 27      -  36 01 26.06200(N)    101 52 55.03000(W) AD(       ) 3
 GK0916
 GK0916.Superseded values are not recommended for survey control.
 GK0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0916.See file dsdata.txt to determine how the superseded data were derived.
 GK0916
 GK0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4026090448(NAD 83)
 GK0916_MARKER: DS = TRIANGULATION STATION DISK
 GK0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0916
 GK0916  HISTORY     - Date     Condition        Report By
 GK0916  HISTORY     - 1953     MONUMENTED       CGS
 GK0916
 GK0916                          STATION DESCRIPTION
 GK0916
 GK0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0916'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF AN EAST-WEST
 GK0916'PAVED ROAD AND JUST NORTH OF THE ROCK ISLAND RAILROAD TRACKS.
 GK0916'IT IS LOCATED AIRLINE ABOUT 3 MILES WEST OF SUNRAY AND ABOUT
 GK0916'6 MILES EAST OF ETTER.
 GK0916'
 GK0916'THE STATION IS A STANDARD DISK STAMPED SHEERIN 1953 SET IN
 GK0916'TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 GK0916'AND IS ABOUT FLUSH WITH THE GROUND.  IT IS 15 FEET NORTH-NORTHEAST
 GK0916'OF POWER LINE POLE 80 WHICH HAS A TRIANGULAR BLAZE, 6 FEET
 GK0916'WEST OF A WHITE WITNESS POST, 38 FEET SOUTH OF THE CENTER LINE
 GK0916'OF A PAVED ROAD, AND 60 FEET NORTH OF THE NORTH RAIL OF THE
 GK0916'ROCK ISLAND RAILROAD TRACKS.
 GK0916'
 GK0916'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SHEERIN
 GK0916'NO 1 1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT
 GK0916'12 INCHES IN DIAMETER, PROJECTS ABOUT 2 INCHES ABOVE THE
 GK0916'GROUND, AND IS ABOUT 10 INCHES HIGHER THAN THE STATION.  IT
 GK0916'IS 15 FEET EAST OF POWER LINE POLE 80, 45 FEET NORTH OF THE
 GK0916'NORTH RAIL OF THE ROCK ISLAND RAILROAD TRACKS, AND 51 FEET
 GK0916'SOUTH OF THE CENTER LINE OF A PAVED ROAD.
 GK0916'
 GK0916'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SHEERIN
 GK0916'NO 2 1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT
 GK0916'12 INCHES IN DIAMETER, PROJECTS ABOUT 2 INCHES ABOVE THE GROUND,
 GK0916'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 13
 GK0916'FEET WEST OF POWER LINE POLE 80, 51 FEET SOUTH OF THE CENTER
 GK0916'LINE OF A PAVED ROAD, AND 45 FEET NORTH OF THE NORTH RAIL OF
 GK0916'THE ROCK ISLAND RAILROAD TRACKS.
 GK0916'
 GK0916'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHEERIN 1953 SET
 GK0916'IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN
 GK0916'DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT
 GK0916'IS 3-1/2-FEET EAST OF A POWER LINE POLE, 48 FEET SOUTH OF THE
 GK0916'CENTER LINE OF A PAVED ROAD, AND 45 FEET NORTH OF THE NORTH
 GK0916'RAIL OF THE ROCK ISLAND RAILROAD TRACKS.
 GK0916'
 GK0916'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 GK0916'PAVED ROAD FOR 1.0 MILE TO A POWER LINE POLE ON THE LEFT, SOUTH,
 GK0916'AND THE AZIMUTH MARK.
 GK0916'
 GK0916'TO REACH THE STATION FROM THE ROCK ISLAND RAILROAD DEPOT
 GK0916'IN SUNRAY, GO WEST ON THE PAVED ROAD ALONG THE NORTH SIDE
 GK0916'OF THE RAILROAD TRACKS FOR 3.0 MILES TO A WHITE WITNESS POST
 GK0916'ON THE LEFT, SOUTH, AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1472 ***********************************************************************
 GL1472  DESIGNATION -  SHEETS
 GL1472  PID         -  GL1472
 GL1472  STATE/COUNTY-  TX/DALLAM
 GL1472  USGS QUAD   -  SEDAN NE (1970)
 GL1472
 GL1472                         *CURRENT SURVEY CONTROL
 GL1472  ___________________________________________________________________
 GL1472* NAD 83(1993)-  36 14 41.67468(N)    103 02 27.41934(W)     ADJUSTED  
 GL1472* NAVD 88     -      1403.9    (meters)    4606.     (feet)  VERTCON   
 GL1472  ___________________________________________________________________
 GL1472  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 GL1472  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 GL1472
 GL1472  HORZ ORDER  -  SECOND
 GL1472
 GL1472.The horizontal coordinates were established by classical geodetic methods
 GL1472.and adjusted by the National Geodetic Survey in February 1996..
 GL1472
 GL1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1472
 GL1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1472
 GL1472.The geoid height was determined by GEOID03.
 GL1472
 GL1472;                    North         East     Units Scale Factor Converg.
 GL1472;SPC TX N     - 1,250,133.016    61,496.680   MT  1.00001494   -0 53 34.9
 GL1472;SPC TX N     - 4,101,478.07    201,760.36   sFT  1.00001494   -0 53 34.9
 GL1472;SPC NM E     -   582,465.568   281,157.135   MT  1.00007528   +0 45 51.1
 GL1472;SPC NM E     - 1,910,972.45    922,429.70   sFT  1.00007528   +0 45 51.1
 GL1472;UTM  13      - 4,012,892.714   676,027.403   MT  0.99998179   +1 09 30.8
 GL1472
 GL1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1472!SPC TX N     -   0.99978331  x   1.00001494  =   0.99979825
 GL1472!SPC NM E     -   0.99978331  x   1.00007528  =   0.99985858
 GL1472!UTM  13      -   0.99978331  x   0.99998179  =   0.99976511
 GL1472
 GL1472|---------------------------------------------------------------------|
 GL1472| PID    Reference Object                     Distance      Geod. Az  |
 GL1472|                                                           dddmmss.s |
 GL1472| CM9162 SHEETS RM 1                          15.828 METERS 00622     |
 GL1472| CM9163 SHEETS RM 2                          16.092 METERS 10746     |
 GL1472| GL1468 CAMPSEY                             APPROX. 6.3 KM 1831739.2 |
 GL1472|---------------------------------------------------------------------|
 GL1472
 GL1472                          SUPERSEDED SURVEY CONTROL
 GL1472
 GL1472  NAD 83(1993)-  36 14 41.67478(N)    103 02 27.41955(W) AD(       ) 2
 GL1472  NAD 83(1993)-  36 14 41.67756(N)    103 02 27.41707(W) AD(       ) 2
 GL1472  NAD 83(1986)-  36 14 41.68438(N)    103 02 27.41468(W) AD(       ) 2
 GL1472  NAD 27      -  36 14 41.56934(N)    103 02 25.65915(W) AD(       ) 2
 GL1472  NGVD 29 (07/19/86) 1403.2    (m)         4604.     (f) VERT ANG       
 GL1472
 GL1472.Superseded values are not recommended for survey control.
 GL1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1472.See file dsdata.txt to determine how the superseded data were derived.
 GL1472
 GL1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7602712893(NAD 83)
 GL1472_MARKER: DD = SURVEY DISK
 GL1472_SETTING: 0 = UNSPECIFIED SETTING
 GL1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1472+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL1472
 GL1472  HISTORY     - Date     Condition        Report By
 GL1472  HISTORY     - 1970     MONUMENTED       USGS
 GL1472  HISTORY     - 20050806 GOOD             USPSQD
 GL1472
 GL1472                          STATION DESCRIPTION
 GL1472
 GL1472'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JTD)
 GL1472'THE STATION IS LOCATED SOUTH 6 DEG WEST ABOUT 9.5 MILES AIRLINE
 GL1472'FROM TEXLINE, TEXAS.  SOUTH 29 DEG EAST ABOUT 16.0 MILES AIRLINE
 GL1472'FROM CLAYTON, NEW MEXICO.  58 FEET EAST OF THE CENTER OF FARM ROAD
 GL1472'296.  5 FEET EAST OF RIGHT-OF-WAY FENCE.  16.4 FEET NORTH OF
 GL1472'EAST-WEST FENCE.  5.4 FEET SOUTHEAST OF A USGS WITNESS SIGN
 GL1472'MOUNTED ON A METAL POST, ON PROPERTY OF MR. SHEETS.
 GL1472'
 GL1472'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM
 GL1472'ROAD 296 IN TEXLINE, TEXAS, GO SOUTH ON FARM ROAD 296 FOR 10
 GL1472'MILES TO THE STATION ON THE LEFT.
 GL1472'
 GL1472'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 GL1472'STEEL ROD DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG
 GL1472'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 GL1472'THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED SHEETS ET 1970.
 GL1472'
 GL1472'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 GL1472'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 15 FEET,
 GL1472'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 GL1472'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 GL1472'STAMPED SHEETS ET NO. 1 1970
 GL1472'
 GL1472'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET
 GL1472'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 15
 GL1472'FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 GL1472'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 GL1472'GROUND AND STAMPED SHEETS ET NO. 2 1970.
 GL1472'
 GL1472'STATION CAMPSEY ET 1970 IS VISIBLE FROM THE GROUND AT THIS
 GL1472'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 GL1472'
 GL1472'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 GL1472
 GL1472                          STATION RECOVERY (2005)
 GL1472
 GL1472'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1472'DESCRIPTION IS GOOD. THE MARK IS STICKING ABOUT 1 FOOT ABOVE GROUND.
 GL1472'R1 IS ABOUT 8 INCHES ABOVE THE GROUND.
 GL1472'R2 IS GOOD AND IS THE ONLY MARK THAT WAS FLAT WITH THE GROUND.
 GL1472'ALL MARKS ARE IN VERY GOOD CONDITION.
 GL1472' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1022 ***********************************************************************
 BM1022  DESIGNATION -  SHELBY
 BM1022  PID         -  BM1022
 BM1022  STATE/COUNTY-  TX/AUSTIN
 BM1022  USGS QUAD   -  GREENVINE (1989)
 BM1022
 BM1022                         *CURRENT SURVEY CONTROL
 BM1022  ___________________________________________________________________
 BM1022* NAD 83(1993)-  30 01 32.08956(N)    096 35 43.72609(W)     ADJUSTED  
 BM1022* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 BM1022  ___________________________________________________________________
 BM1022  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 BM1022  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BM1022
 BM1022  HORZ ORDER  -  SECOND
 BM1022
 BM1022.The horizontal coordinates were established by classical geodetic methods
 BM1022.and adjusted by the National Geodetic Survey in February 1996..
 BM1022
 BM1022.The orthometric height was scaled from a topographic map.
 BM1022
 BM1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1022
 BM1022.The geoid height was determined by GEOID03.
 BM1022
 BM1022;                    North         East     Units Scale Factor Converg.
 BM1022;SPC TXSC     - 4,245,348.645   831,912.465   MT  0.99993571   +1 10 40.8
 BM1022;SPC TXSC     -13,928,281.35  2,729,366.15   sFT  0.99993571   +1 10 40.8
 BM1022;SPC TX C     - 3,045,846.132 1,060,500.453   MT  1.00002556   +1 55 30.8
 BM1022;SPC TX C     - 9,992,913.52  3,479,325.24   sFT  1.00002556   +1 55 30.8
 BM1022;UTM  14      - 3,324,055.531   731,885.170   MT  1.00026345   +1 12 13.4
 BM1022
 BM1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1022!SPC TXSC     -   0.99998209  x   0.99993571  =   0.99991780
 BM1022!SPC TX C     -   0.99998209  x   1.00002556  =   1.00000765
 BM1022!UTM  14      -   0.99998209  x   1.00026345  =   1.00024553
 BM1022
 BM1022|---------------------------------------------------------------------|
 BM1022| PID    Reference Object                     Distance      Geod. Az  |
 BM1022|                                                           dddmmss.s |
 BM1022| CV9208 SHELBY RM 1                          22.877 METERS 14657     |
 BM1022| BM1023 SHELBY HUMBLE OIL CO RAD MAST       211.707 METERS 20407     |
 BM1022| CV9207 SHELBY AZ MK                                       2125807.7 |
 BM1022| CV9209 SHELBY RM 2                          26.435 METERS 25755     |
 BM1022|---------------------------------------------------------------------|
 BM1022
 BM1022                          SUPERSEDED SURVEY CONTROL
 BM1022
 BM1022  NAD 83(1986)-  30 01 32.10591(N)    096 35 43.71107(W) AD(       ) 2
 BM1022  NAD 27      -  30 01 31.31000(N)    096 35 42.80600(W) AD(       ) 2
 BM1022
 BM1022.Superseded values are not recommended for survey control.
 BM1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1022.See file dsdata.txt to determine how the superseded data were derived.
 BM1022
 BM1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3188524056(NAD 83)
 BM1022_MARKER: DS = TRIANGULATION STATION DISK
 BM1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1022
 BM1022  HISTORY     - Date     Condition        Report By
 BM1022  HISTORY     - 1954     MONUMENTED       CGS
 BM1022  HISTORY     - 19991021 GOOD             USPSQD
 BM1022
 BM1022                          STATION DESCRIPTION
 BM1022
 BM1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1022'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF FAYETTEVILLE,
 BM1022'8 MILES EAST OF WARRENTON, 6 MILES NORTHWEST OF INDUSTRY, 0.3
 BM1022'MILE NORTHEAST OF THE SMALL COMMUNITY OF SHELBY, 0.5 MILE
 BM1022'NORTHEAST OF THE FAYETTE-AUSTIN COUNTY LINE AND IN THE SOUTHWEST
 BM1022'CORNER OF THE FARM YARD OF MR. LEE HARTMAN, OWNER OF THE
 BM1022'PROPERTY.
 BM1022'
 BM1022'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROAD 109
 BM1022'AND FARM ROAD 159 IN INDUSTRY, GO WEST ON FARM ROAD 159 FOR
 BM1022'2.5 MILES TO THE JUNCTION WITH FARM ROAD 1457.  GO RIGHT,
 BM1022'NORTHWEST, ON FARM ROAD 1457 FOR 4.9 MILES TO THE END OF THE
 BM1022'PAVEMENT IN SHELBY THENCE RIGHT FOR 0.2 MILE TO MR. LEE HARTMANS
 BM1022'FARM HOME AND THE STATION ON THE RIGHT.
 BM1022'
 BM1022'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE END
 BM1022'OF THE PAVEMENT IN SHELBY AND CONTINUE STRAIGHT AHEAD FOR 0.1
 BM1022'MILE TO A SCHOOLHOUSE ON THE LEFT, IT IS NOW THE RESIDENCE
 BM1022'OF MR. A.E. VOEKEL, AND THE MARK AS DESCRIBED.
 BM1022'
 BM1022'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 BM1022'PROJECTING 1 INCH.
 BM1022'
 BM1022'THE MARK IS 125 FEET WEST OF MR. HARTMANS HOME, 39 FEET SOUTHEAST
 BM1022'OF A FENCE CORNER AND 11 FEET EAST OF A WITNESS POST AND A
 BM1022'NORTH-SOUTH FENCELINE.  IT IS STAMPED SHELBY 1954.
 BM1022'
 BM1022'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1022'POST PROJECTING 6 INCHES.  IT IS IN THE SOUTHWEST CORNER OF THE
 BM1022'FARM YARD AND 26 FEET WEST OF A POWER POLE.  THE MARK IS STAMPED
 BM1022'SHELBY NO 1 1954.
 BM1022'
 BM1022'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1022'POST PROJECTING 3 INCHES.  IT IS 55 FEET WEST OF A FENCE CORNER
 BM1022'AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE.  THE MARK IS STAMPED
 BM1022'SHELBY NO 2 1954.
 BM1022'
 BM1022'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 BM1022'PROJECTING 2 INCHES.  IT IS 19 FEET NORTH OF A WELL PUMP, 14.6
 BM1022'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AND 0.1 MILE
 BM1022'WEST OF THE END OF THE PAVEMENT OF FARM ROAD 1457.  THE MARK IS
 BM1022'STAMPED SHELBY 1954.
 BM1022'
 BM1022'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BM1022
 BM1022                          STATION RECOVERY (1999)
 BM1022
 BM1022'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1023 ***********************************************************************
 BM1023  DESIGNATION -  SHELBY HUMBLE OIL CO RAD MAST
 BM1023  PID         -  BM1023
 BM1023  STATE/COUNTY-  TX/AUSTIN
 BM1023  USGS QUAD   -  GREENVINE (1989)
 BM1023
 BM1023                         *CURRENT SURVEY CONTROL
 BM1023  ___________________________________________________________________
 BM1023* NAD 83(1993)-  30 01 25.81454(N)    096 35 46.95478(W)     ADJUSTED  
 BM1023* NAVD 88     -                                                        
 BM1023  ___________________________________________________________________
 BM1023  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BM1023  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BM1023
 BM1023  HORZ ORDER  -  THIRD
 BM1023
 BM1023.The horizontal coordinates were established by classical geodetic methods
 BM1023.and adjusted by the National Geodetic Survey in February 1996..
 BM1023
 BM1023
 BM1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1023
 BM1023.The geoid height was determined by GEOID03.
 BM1023
 BM1023;                    North         East     Units Scale Factor Converg.
 BM1023;SPC TXSC     - 4,245,153.697   831,829.947   MT  0.99993534   +1 10 39.2
 BM1023;SPC TXSC     -13,927,641.75  2,729,095.42   sFT  0.99993534   +1 10 39.2
 BM1023;SPC TX C     - 3,045,650.107 1,060,420.478   MT  1.00002607   +1 55 29.1
 BM1023;SPC TX C     - 9,992,270.39  3,479,062.85   sFT  1.00002607   +1 55 29.1
 BM1023;UTM  14      - 3,323,860.482   731,802.712   MT  1.00026298   +1 12 11.6
 BM1023
 BM1023                          SUPERSEDED SURVEY CONTROL
 BM1023
 BM1023  NAD 83(1986)-  30 01 25.83065(N)    096 35 46.93985(W) AD(       ) 4
 BM1023  NAD 27      -  30 01 25.03600(N)    096 35 46.03500(W) AD(       ) 3
 BM1023
 BM1023.Superseded values are not recommended for survey control.
 BM1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1023.See file dsdata.txt to determine how the superseded data were derived.
 BM1023
 BM1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3180323860(NAD 83)
 BM1023_MARKER: 44 = MICROWAVE MAST
 BM1023
 BM1023  HISTORY     - Date     Condition        Report By
 BM1023  HISTORY     - 1954     FIRST OBSERVED   CGS
 BM1023  HISTORY     - 19991021 GOOD             USPSQD
 BM1023
 BM1023                          STATION DESCRIPTION
 BM1023
 BM1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1023'THE STATION IS THE PAIR OF RED LIGHTS ON TOP OF THE MAST.
 BM1023'IT IS A STEEL MAST WITH A CRESCENT SHAPED MICRO ANTENNA ON TOP,
 BM1023'PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS.  THE MAST IS
 BM1023'LOCATED IN THE NORTHEAST SECTION OF THE VILLAGE OF SHELBY AND ON
 BM1023'THE HIGHEST AREA IN THE VICINITY.  THE MAST IS APPROX. 260 HIGH.
 BM1023
 BM1023                          STATION RECOVERY (1999)
 BM1023
 BM1023'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3268 ***********************************************************************
 AW3268  DESIGNATION -  SHELDON
 AW3268  PID         -  AW3268
 AW3268  STATE/COUNTY-  TX/HARRIS
 AW3268  USGS QUAD   -  JACINTO CITY (1982)
 AW3268
 AW3268                         *CURRENT SURVEY CONTROL
 AW3268  ___________________________________________________________________
 AW3268* NAD 83(1993)-  29 52 02.71510(N)    095 07 43.48328(W)     ADJUSTED  
 AW3268* NAVD 88     -        13.41   (+/-2cm)      44.0    (feet)  VERTCON   
 AW3268  ___________________________________________________________________
 AW3268  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW3268  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW3268
 AW3268  HORZ ORDER  -  THIRD
 AW3268  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3268
 AW3268.The horizontal coordinates were established by classical geodetic methods
 AW3268.and adjusted by the National Geodetic Survey in February 1996..
 AW3268
 AW3268.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3268.The vertical order pertains to the NGVD 29 superseded value.
 AW3268
 AW3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3268
 AW3268.The geoid height was determined by GEOID03.
 AW3268
 AW3268;                    North         East     Units Scale Factor Converg.
 AW3268;SPC TXSC     - 4,231,622.799   973,915.121   MT  0.99990630   +1 53 47.7
 AW3268;SPC TXSC     -13,883,249.13  3,195,253.19   sFT  0.99990630   +1 53 47.7
 AW3268;SPC TX C     - 3,034,017.554 1,202,692.194   MT  1.00007586   +2 40 50.4
 AW3268;SPC TX C     - 9,954,105.93  3,945,832.64   sFT  1.00007586   +2 40 50.4
 AW3268;UTM  15      - 3,305,997.331   294,391.061   MT  1.00012162   -1 03 37.7
 AW3268
 AW3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3268!SPC TXSC     -   1.00000218  x   0.99990630  =   0.99990848
 AW3268!SPC TX C     -   1.00000218  x   1.00007586  =   1.00007804
 AW3268!UTM  15      -   1.00000218  x   1.00012162  =   1.00012380
 AW3268
 AW3268:                Primary Azimuth Mark                     Grid Az
 AW3268:SPC TXSC     -  SHELDON AZ MK                            002 50 33.2
 AW3268:SPC TX C     -  SHELDON AZ MK                            002 03 30.5
 AW3268:UTM  15      -  SHELDON AZ MK                            005 47 58.6
 AW3268
 AW3268|---------------------------------------------------------------------|
 AW3268| PID    Reference Object                     Distance      Geod. Az  |
 AW3268|                                                           dddmmss.s |
 AW3268| AW1972 SHELDON AZ MK                                      0044420.9 |
 AW3268| AW0392 BL 352                               95.443 METERS 02422     |
 AW3268| CV6777 SHELDON RM 1                         29.533 METERS 05117     |
 AW3268| AW6219 CROSBY MUNICIPAL TANK               APPROX. 7.5 KM 0521837.7 |
 AW3268| AW6224 HIGHLANDS MUNICIPAL TANK            APPROX. 8.9 KM 1301138.5 |
 AW3268| AW3267 SHELDON RM 2                         28.149 METERS 26202     |
 AW3268|---------------------------------------------------------------------|
 AW3268
 AW3268                          SUPERSEDED SURVEY CONTROL
 AW3268
 AW3268  NAD 83(1986)-  29 52 02.73054(N)    095 07 43.46499(W) AD(       ) 3
 AW3268  NAD 27      -  29 52 01.92558(N)    095 07 42.71446(W) AD(       ) 3
 AW3268  NGVD 29 (??/??/92)   13.407  (m)           43.99   (f) ADJ UNCH    1 2
 AW3268
 AW3268.Superseded values are not recommended for survey control.
 AW3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3268.See file dsdata.txt to determine how the superseded data were derived.
 AW3268
 AW3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9439105997(NAD 83)
 AW3268_MARKER: DS = TRIANGULATION STATION DISK
 AW3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3268_STAMPING: SHELDON 1952
 AW3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3268+STABILITY: SURFACE MOTION
 AW3268
 AW3268  HISTORY     - Date     Condition        Report By
 AW3268  HISTORY     - 1952     MONUMENTED       CGS
 AW3268  HISTORY     - 1954     GOOD             CGS
 AW3268  HISTORY     - 1958     GOOD             HLPCO
 AW3268  HISTORY     - 1963     GOOD             NGS
 AW3268  HISTORY     - 1967     MARK NOT FOUND   CGS
 AW3268  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW3268  HISTORY     - 1975     MARK NOT FOUND   USGS
 AW3268  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW3268
 AW3268                          STATION DESCRIPTION
 AW3268
 AW3268'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW3268'THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF THE SMALL
 AW3268'TOWN OF SHELDON.  IT IS ABOUT 0.05 MILE WEST OF A CROSSROAD,
 AW3268'77 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 90, 68 FEET WEST OF
 AW3268'THE NORTHWEST CORNER OF WEAVERS GROCERY STORE AND 26 FEET SOUTH
 AW3268'OF A POWER LINE POLE.  IT IS STAMPED SHELDON 1952 AND IS SET
 AW3268'FLUSH.
 AW3268'
 AW3268'REFERENCE MARK NO. 1 IS 64 FEET NORTH OF THE NORTHWEST CORNER
 AW3268'OF WEAVERS GROCERY STORE AND 55 FEET SOUTH OF THE CENTER OF
 AW3268'U.S. HIGHWAY 90.  IT IS STAMPED SHELDON NO 1 1952 AND IS SET
 AW3268'FLUSH.
 AW3268'
 AW3268'REFERENCE MARK NO. 2 IS IN AN EAST-WEST FENCE LINE, 46 FEET
 AW3268'SOUTH OF THE CENTER OF U.S. HIGHWAY 90 AND 1.5 FEET EAST OF A
 AW3268'WITNESS POST.  IT IS STAMPED SHELDON NO 2 1952 AND PROJECTS 6
 AW3268'INCHES.
 AW3268'
 AW3268'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW3268'NO. 2 IS 182.2 FEET.
 AW3268'
 AW3268'THE AZIMUTH MARK IS LOCATED 34 FEET WEST OF THE CENTER OF A
 AW3268'PAVED ROAD, 5.5 FEET EAST OF THE SOUTH END OF A STEEL GATE, 1
 AW3268'FOOT EAST OF A POWER LINE POLE AND 1 FOOT EAST OF A WITNESS POST.
 AW3268'IT IS STAMPED SHELDON 1952 AND PROJECTS 4 INCHES.
 AW3268'
 AW3268'A TRAVERSE MEASUREMENT WAS MADE TO A U.S. ENGINEER DEPARTMENT
 AW3268'MARK.  IT IS A STANDARD U.S. ENGINEER DEPARTMENT MARK DISK SET IN
 AW3268'THE TOP OF A CONCRETE POST WHICH WAS MOLDED FROM A 6 INCH STOVE
 AW3268'PIPE.  IT IS STAMPED BL 352 AND PROJECTS 6 INCHES.  IT IS
 AW3268'LOCATED 40 FEET WEST OF THE CENTER OF A PAVED ROAD, 32 FEET NORTH
 AW3268'OF THE NORTH RAIL OF THE RAILROAD AND 3 FEET SOUTH OF A
 AW3268'TELEPHONE POLE.
 AW3268'
 AW3268'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD WHICH IS 0.05
 AW3268'MILE NORTHEAST OF THE STATION, GO NORTH ON A PAVED ROAD FOR
 AW3268'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AW3268'
 AW3268'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW3268
 AW3268                          STATION RECOVERY (1954)
 AW3268
 AW3268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW3268'0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE ELEMENTARY
 AW3268'SCHOOL AT SHELDON, 66 YARDS SOUTHWEST OF THE EXTENDED CENTER LINE
 AW3268'OF AN OILED ROAD LEADING NORTH, 68 FEET WEST OF THE NORTHWEST
 AW3268'CORNER OF A GROCERY STORE, 17.2 FEET SOUTH OF A 14 INCH SYCAMORE
 AW3268'TREE, 75 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, A
 AW3268'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 AW3268'WHICH IS FLUSH WITH THE GROUND, STAMPED SHELDON 1952.
 AW3268'
 AW3268'SHELDON R.M. 2 IS 92.3 FEET WEST OF TRIANGULATION STATION SHELDON
 AW3268'1952, 104 YARDS SOUTHWEST OF THE EXTENDED CENTER LINE OF AN OILED
 AW3268'ROAD LEADING NORTH, 82 FEET NORTHEAST OF A POWER POLE, 46.5
 AW3268'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET
 AW3268'NORTHEAST OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP
 AW3268'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 AW3268'STAMPED SHELDON NO 2 1952.
 AW3268'
 AW3268'SHELDON 1952 AZIMUTH IS 0.25 MILE NORTH OF TRIANGULATION STATION
 AW3268'SHELDON 1952, 36 FEET WEST OF THE CENTER LINE OF AN OILED ROAD,
 AW3268'8 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 5 FEET EAST
 AW3268'OF A FENCE, 1 FOOT EAST OF A POWER POLE, 1 FOOT NORTHEAST OF A
 AW3268'WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 AW3268'POST, STAMPED SHELDON 1952.
 AW3268
 AW3268                          STATION RECOVERY (1958)
 AW3268
 AW3268'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1958 (RMM)
 AW3268'FOUND STATION AS DESCRIBED, WHITE REFERENCE POSTS ARE GONE AT
 AW3268'THE STATION AND THE AZIMUTH MONUMENT.  REF. MONUMENT NO. 2
 AW3268'AND U.S.E. MONUMENT BL 352, THE AZ. MON. AND THE STATION WERE
 AW3268'IN GOOD CONDITION.  REFERENCE MONUMENT NO. 1, HAS BEEN DESTROYED.
 AW3268'WEAVERS GROCERY IS NOW SHELTONS GROCERY.
 AW3268
 AW3268                          STATION RECOVERY (1963)
 AW3268
 AW3268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW3268'IN SHELDON.
 AW3268'AT SHELDON, 171 FEET SOUTHWEST OF THE CENTER LINE OF THE SHELDON-DE
 AW3268'ZAVALLA ROAD, 81 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 90,
 AW3268'68 FEET WEST OF THE WEST CORNER OF A CAFE, 40 FEET WEST-NORTHWEST OF A
 AW3268'CHINABERRY TREE, 21 FEET SOUTHWEST OF A POWER POLE, 14 FEET SOUTH OF A
 AW3268'METAL PIPE SUPPORTING A SIGN, AND SET IN THE TOP OF A CONCRETE POST
 AW3268'ABOUT 8 INCHES BELOW THE LEVEL OF A DRIVEWAY IN FRONT OF THE CAFE.
 AW3268'NOTE-- STATION MARK IS COVERED BY PAVEMENT OF NEW GAS STATION.
 AW3268
 AW3268                          STATION RECOVERY (1967)
 AW3268
 AW3268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CRL)
 AW3268'THE STATION SITE WAS VISITED.  THE STATION MARK AND REFERENCE
 AW3268'MARKS 1 AND 2 WERE SEARCHED FOR BUT COULD NOT BE FOUND.
 AW3268'MEASUREMENTS PLACE THE STATION MARK UNDER THE PAVED SURFACE
 AW3268'OF GAS STATION SERVICE AREA.  THE STATION IS BELIEVED TO BE
 AW3268'LOST.  THE AZIMUTH MARK AND BL 352 (USE) WERE RECOVERED IN GOOD
 AW3268'CONDITION.
 AW3268
 AW3268                          STATION RECOVERY (1972)
 AW3268
 AW3268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW3268'MARK NOT FOUND.
 AW3268
 AW3268                          STATION RECOVERY (1975)
 AW3268
 AW3268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AW3268'MARK NOT FOUND.
 AW3268
 AW3268                          STATION RECOVERY (1998)
 AW3268
 AW3268'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1972 ***********************************************************************
 AW1972  DESIGNATION -  SHELDON AZ MK
 AW1972  PID         -  AW1972
 AW1972  STATE/COUNTY-  TX/HARRIS
 AW1972  USGS QUAD   -  JACINTO CITY (1982)
 AW1972
 AW1972                         *CURRENT SURVEY CONTROL
 AW1972  ___________________________________________________________________
 AW1972* NAD 83(1986)-  29 52 19.     (N)    095 07 42.     (W)     SCALED    
 AW1972* NAVD 88     -        13.041  (meters)      42.79   (feet)  ADJUSTED  
 AW1972  ___________________________________________________________________
 AW1972  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW1972  DYNAMIC HT  -          13.023 (meters)      42.73  (feet)  COMP
 AW1972  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 AW1972
 AW1972  VERT ORDER  -  FIRST     CLASS II
 AW1972
 AW1972.The horizontal coordinates were scaled from a topographic map and have
 AW1972.an estimated accuracy of +/- 6 seconds.
 AW1972
 AW1972.The orthometric height was determined by differential leveling
 AW1972.and adjusted by the National Geodetic Survey in June 1991..
 AW1972
 AW1972.The geoid height was determined by GEOID03.
 AW1972
 AW1972.The dynamic height is computed by dividing the NAVD 88
 AW1972.geopotential number by the normal gravity value computed on the
 AW1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1972.degrees latitude (g = 980.6199 gals.).
 AW1972
 AW1972.The modeled gravity was interpolated from observed gravity values.
 AW1972
 AW1972;                    North         East    Units  Estimated Accuracy
 AW1972;SPC TXSC     - 4,232,130.      973,940.      MT  (+/- 180 meters Scaled)
 AW1972
 AW1972                          SUPERSEDED SURVEY CONTROL
 AW1972
 AW1972  NGVD 29 (12/23/87)   13.039  (m)           42.78   (f) ADJUSTED    1 2
 AW1972
 AW1972.Superseded values are not recommended for survey control.
 AW1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1972.See file dsdata.txt to determine how the superseded data were derived.
 AW1972
 AW1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP944064(NAD 83)
 AW1972_MARKER: DZ = AZIMUTH MARK DISK
 AW1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1972_SP_SET: CONCRETE POST
 AW1972_STAMPING: SHELDON 1952
 AW1972_MARK LOGO: CGS   
 AW1972_PROJECTION: PROJECTING 6 CENTIMETERS
 AW1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1972+STABILITY: SURFACE MOTION
 AW1972
 AW1972  HISTORY     - Date     Condition        Report By
 AW1972  HISTORY     - 1952     MONUMENTED       CGS
 AW1972  HISTORY     - 1963     GOOD             NGS
 AW1972  HISTORY     - 1978     GOOD             NGS
 AW1972  HISTORY     - 1978     GOOD             DOD
 AW1972  HISTORY     - 1983     GOOD             NGS
 AW1972  HISTORY     - 1986     GOOD             NGS
 AW1972  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW1972
 AW1972                          STATION DESCRIPTION
 AW1972
 AW1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW1972'0.25 MI N FROM SHELDON.
 AW1972'ABOUT 0.25 MILE NORTH ALONG A PAVED STREET FROM THE INTERSECTION OF
 AW1972'THE SHELDON-DE ZAVALLA ROAD AND U.S. HIGHWAY 90 AT SHELDON, 138 FEET
 AW1972'SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 36 FEET WEST OF THE CENTER
 AW1972'LINE OF THE ROAD, 8 FEET SOUTH OF THE CENTER OF A METAL GATE, 5 FEET
 AW1972'EAST OF A FENCE, 1 FOOT EAST OF A POWER POLE, 1.5 FEET NORTH OF A
 AW1972'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 AW1972'INCHES.
 AW1972
 AW1972                          STATION RECOVERY (1978)
 AW1972
 AW1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1972'RECOVERED IN GOOD CONDITION.
 AW1972
 AW1972                          STATION RECOVERY (1978)
 AW1972
 AW1972'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1972'RECOVERED IN GOOD CONDITION.
 AW1972
 AW1972                          STATION RECOVERY (1983)
 AW1972
 AW1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1972'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW1972'0.4 KM (0.25 MI) NORTH ALONG SHELDON ROAD FROM THE JUNCTION OF U.S.
 AW1972'HIGHWAY 90 IN SHELDON, AT A GRAVELED DRIVEWAY LEADING WEST TO A VACANT
 AW1972'LOT, ACROSS THE ROAD FROM THE NORTHWEST CORNER OF THE LAKEWOOD PIPE
 AW1972'COMPANY PARKING LOT, 42.06 METERS (138.0 FT) SOUTH OF THE SOUTHEAST
 AW1972'CORNER OF A HOUSE, 10.97 METERS (36.0 FT) WEST OF THE CENTERLINE OF
 AW1972'SHELDON ROAD, 8.99 METERS (29.5 FT) NORTH-NORTHWEST OF THE CENTER OF A
 AW1972'METAL TELEPHONE MANHOLE IN THE CENTER OF A DITCH, AND 2.44 METERS
 AW1972'(8.0 FT) SOUTH OF THE CENTER OF THE GRAVELED DRIVEWAY.
 AW1972'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 AW1972'THE MARK IS 0.3 M BELOW ROAD.
 AW1972
 AW1972                          STATION RECOVERY (1986)
 AW1972
 AW1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1972'RECOVERED IN GOOD CONDITION.
 AW1972
 AW1972                          STATION RECOVERY (1994)
 AW1972
 AW1972'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6257 ***********************************************************************
 AW6257  DESIGNATION -  SHELDON SINCLAIR CHEM W STACK
 AW6257  PID         -  AW6257
 AW6257  STATE/COUNTY-  TX/HARRIS
 AW6257  USGS QUAD   -  HIGHLANDS (1995)
 AW6257
 AW6257                         *CURRENT SURVEY CONTROL
 AW6257  ___________________________________________________________________
 AW6257* NAD 83(1993)-  29 50 03.60013(N)    095 06 44.27508(W)     ADJUSTED  
 AW6257* NAVD 88     -                                                        
 AW6257  ___________________________________________________________________
 AW6257  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6257  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6257
 AW6257  HORZ ORDER  -  THIRD
 AW6257
 AW6257.The horizontal coordinates were established by classical geodetic methods
 AW6257.and adjusted by the National Geodetic Survey in February 1996..
 AW6257
 AW6257
 AW6257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6257
 AW6257.The geoid height was determined by GEOID03.
 AW6257
 AW6257;                    North         East     Units Scale Factor Converg.
 AW6257;SPC TXSC     - 4,228,010.127   975,624.976   MT  0.99990111   +1 54 16.7
 AW6257;SPC TXSC     -13,871,396.56  3,200,862.94   sFT  0.99990111   +1 54 16.7
 AW6257;UTM  15      - 3,302,300.487   295,912.635   MT  1.00011393   -1 03 04.4
 AW6257
 AW6257                          SUPERSEDED SURVEY CONTROL
 AW6257
 AW6257  NAD 83(1986)-  29 50 03.61571(N)    095 06 44.25641(W) AD(       ) 4
 AW6257  NAD 27      -  29 50 02.80788(N)    095 06 43.50712(W) AD(       ) 3
 AW6257
 AW6257.Superseded values are not recommended for survey control.
 AW6257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6257.See file dsdata.txt to determine how the superseded data were derived.
 AW6257
 AW6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9591302300(NAD 83)
 AW6257_MARKER: 63 = STACK
 AW6257
 AW6257  HISTORY     - Date     Condition        Report By
 AW6257  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6257  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6257
 AW6257                          STATION DESCRIPTION
 AW6257
 AW6257'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6257'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF CLOVERLEAF,
 AW6257'4 MILES NORTH-NORTHEAST OF CHANNELVIEW AND 2-1/2 MILES
 AW6257'SOUTH-SOUTHEAST OF SHELDON AT THE SINCLAIR PLANT JUST EAST OF
 AW6257'SHELDON ROAD.
 AW6257'
 AW6257'THE STACK IS MADE OF STEEL WITH AN ALUMINUM COVER.  THE OVERALL
 AW6257'HEIGHT IS 158 FEET.
 AW6257'
 AW6257'THE POINT INTERSECTED WAS THE TOP CENTER.
 AW6257
 AW6257                          STATION RECOVERY (1997)
 AW6257
 AW6257'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6221 ***********************************************************************
 AW6221  DESIGNATION -  SHELDON SOUTHLAND MILLS STACK
 AW6221  PID         -  AW6221
 AW6221  STATE/COUNTY-  TX/HARRIS
 AW6221  USGS QUAD   -  CROSBY (1982)
 AW6221
 AW6221                         *CURRENT SURVEY CONTROL
 AW6221  ___________________________________________________________________
 AW6221* NAD 83(1993)-  29 52 59.81057(N)    095 06 31.69649(W)     ADJUSTED  
 AW6221* NAVD 88     -                                                        
 AW6221  ___________________________________________________________________
 AW6221  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW6221  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6221
 AW6221  HORZ ORDER  -  THIRD
 AW6221
 AW6221.The horizontal coordinates were established by classical geodetic methods
 AW6221.and adjusted by the National Geodetic Survey in February 1996..
 AW6221
 AW6221
 AW6221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6221
 AW6221.The geoid height was determined by GEOID03.
 AW6221
 AW6221;                    North         East     Units Scale Factor Converg.
 AW6221;SPC TXSC     - 4,233,443.652   975,781.965   MT  0.99990890   +1 54 22.8
 AW6221;SPC TXSC     -13,889,223.05  3,201,378.00   sFT  0.99990890   +1 54 22.8
 AW6221;UTM  15      - 3,307,719.809   296,349.767   MT  1.00011172   -1 03 03.8
 AW6221
 AW6221                          SUPERSEDED SURVEY CONTROL
 AW6221
 AW6221  NAD 83(1986)-  29 52 59.82606(N)    095 06 31.67813(W) AD(       ) 4
 AW6221  NAD 27      -  29 52 59.02231(N)    095 06 30.93106(W) AD(       ) 3
 AW6221
 AW6221.Superseded values are not recommended for survey control.
 AW6221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6221.See file dsdata.txt to determine how the superseded data were derived.
 AW6221
 AW6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9635007720(NAD 83)
 AW6221_MARKER: 63 = STACK
 AW6221
 AW6221  HISTORY     - Date     Condition        Report By
 AW6221  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6221  HISTORY     - 19971115 GOOD             USPSQD
 AW6221
 AW6221                          STATION DESCRIPTION
 AW6221
 AW6221'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6221'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CROSBY, 3 MILES
 AW6221'SOUTHEAST OF LAKE HOUSTON DAM AND 1-1/2 MILES NORTHEAST OF SHELDON.
 AW6221'
 AW6221'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AW6221'SHELDON ROAD TO THE SOUTH AND GARRETT ROAD TO THE NORTH, GO NORTH
 AW6221'ON GARRETT ROAD FOR 1.1 MILES TO A T-JUNCTION.  TURN RIGHT ON A
 AW6221'HARD SURFACE ROAD AND GO EAST FOR 0.35 MILE TO A FORK.  TAKE THE
 AW6221'RIGHT FORK AND GO EASTERLY ON A HARD SURFACE ROAD FOR 0.75 MILE
 AW6221'TO THE MAIN OFFICE AND STATION ON THE LEFT.
 AW6221'
 AW6221'THE STACK IS PAINTED ALTERNATE RED AND WHITE AND IS 250 FEET HIGH.
 AW6221'
 AW6221'THE POINT INTERSECTED WAS THE TOP CENTER.
 AW6221
 AW6221                          STATION RECOVERY (1997)
 AW6221
 AW6221'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6275 ***********************************************************************
 AW6275  DESIGNATION -  SHELDON SWIG WAREHOUSE TANK
 AW6275  PID         -  AW6275
 AW6275  STATE/COUNTY-  TX/HARRIS
 AW6275  USGS QUAD   -  JACINTO CITY (1982)
 AW6275
 AW6275                         *CURRENT SURVEY CONTROL
 AW6275  ___________________________________________________________________
 AW6275* NAD 83(1993)-  29 50 27.60016(N)    095 11 32.58054(W)     ADJUSTED  
 AW6275* NAVD 88     -                                                        
 AW6275  ___________________________________________________________________
 AW6275  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW6275  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6275
 AW6275  HORZ ORDER  -  THIRD
 AW6275
 AW6275.The horizontal coordinates were established by classical geodetic methods
 AW6275.and adjusted by the National Geodetic Survey in February 1996..
 AW6275
 AW6275
 AW6275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6275
 AW6275.The geoid height was determined by GEOID03.
 AW6275
 AW6275;                    North         East     Units Scale Factor Converg.
 AW6275;SPC TXSC     - 4,228,494.092   967,865.985   MT  0.99990213   +1 51 55.4
 AW6275;SPC TXSC     -13,872,984.37  3,175,406.99   sFT  0.99990213   +1 51 55.4
 AW6275;UTM  15      - 3,303,184.176   288,187.138   MT  1.00015357   -1 05 28.8
 AW6275
 AW6275                          SUPERSEDED SURVEY CONTROL
 AW6275
 AW6275  NAD 83(1986)-  29 50 27.61541(N)    095 11 32.56188(W) AD(       ) 4
 AW6275  NAD 27      -  29 50 26.80751(N)    095 11 31.80479(W) AD(       ) 3
 AW6275
 AW6275.Superseded values are not recommended for survey control.
 AW6275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6275.See file dsdata.txt to determine how the superseded data were derived.
 AW6275
 AW6275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8818703184(NAD 83)
 AW6275_MARKER: 53 = ELEVATED TANK
 AW6275
 AW6275  HISTORY     - Date     Condition        Report By
 AW6275  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6275  HISTORY     - 19981017 GOOD             USPSQD
 AW6275  HISTORY     - 20040325 GOOD             USPSQD
 AW6275
 AW6275                          STATION DESCRIPTION
 AW6275
 AW6275'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6275'THE STATION IS LOCATED 10-1/2 MILES EAST AND 6 MILES NORTH OF THE
 AW6275'CENTER OF HOUSTON, 4-1/2 MILES SOUTHWEST OF SHELDON AND ON THE
 AW6275'NORTHERN SIDE OF U.S. HIGHWAY 90 (BEAUMONT ROAD) BETWEEN ROYAL WOOD
 AW6275'AND LEDGE WOOD DRIVE, IT IS A WATER TANK WITH FOUR BLACK TUBULAR
 AW6275'LEGS AND IT HAS AN ELLIPSOIDAL TOP AND BOTTOM, SILVER IN COLOR
 AW6275'WITH BLACK LETTERING SWIG WAREHOUSE PAINTED ON THE SIDE OF THE
 AW6275'TANK.  THE OVER-ALL HEIGHT IS 130 FEET.
 AW6275'
 AW6275'THE POINT INTERSECTED WAS THE CAP AT THE APEX JUST BELOW THE
 AW6275'TWIN LIGHTS.
 AW6275
 AW6275                          STATION RECOVERY (1998)
 AW6275
 AW6275'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6275'RECOVERED IN GOOD CONDITION.
 AW6275
 AW6275                          STATION RECOVERY (2004)
 AW6275
 AW6275'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3046 ***********************************************************************
 BX3046  DESIGNATION -  SHELF
 BX3046  PID         -  BX3046
 BX3046  STATE/COUNTY-  TX/SABINE
 BX3046  USGS QUAD   -  EAST HAMILTON (1984)
 BX3046
 BX3046                         *CURRENT SURVEY CONTROL
 BX3046  ___________________________________________________________________
 BX3046* NAD 83(1993)-  31 33 05.70002(N)    093 49 01.79730(W)     ADJUSTED  
 BX3046* NAVD 88     -        69.8    (meters)     229.     (feet)  VERTCON   
 BX3046  ___________________________________________________________________
 BX3046  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BX3046  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BX3046
 BX3046  HORZ ORDER  -  SECOND
 BX3046
 BX3046.The horizontal coordinates were established by classical geodetic methods
 BX3046.and adjusted by the National Geodetic Survey in February 1996..
 BX3046
 BX3046.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3046
 BX3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3046
 BX3046.The geoid height was determined by GEOID03.
 BX3046
 BX3046;                    North         East     Units Scale Factor Converg.
 BX3046;SPC TX C     - 3,227,071.267 1,318,312.447   MT  0.99992771   +3 21 22.4
 BX3046;SPC TX C     -10,587,482.98  4,325,163.42   sFT  0.99992771   +3 21 22.4
 BX3046;SPC LA N     -   117,354.625   874,946.135   MT  0.99993503   -0 41 47.0
 BX3046;SPC LA N     -   385,020.97  2,870,552.44   sFT  0.99993503   -0 41 47.0
 BX3046;UTM  15      - 3,491,023.270   422,439.831   MT  0.99967419   -0 25 39.4
 BX3046
 BX3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3046!SPC TX C     -   0.99999326  x   0.99992771  =   0.99992097
 BX3046!SPC LA N     -   0.99999326  x   0.99993503  =   0.99992829
 BX3046!UTM  15      -   0.99999326  x   0.99967419  =   0.99966745
 BX3046
 BX3046:                Primary Azimuth Mark                     Grid Az
 BX3046:SPC TX C     -  AIMWELL                                  087 51 00.0
 BX3046:SPC LA N     -  AIMWELL                                  091 54 09.4
 BX3046:UTM  15      -  AIMWELL                                  091 38 01.8
 BX3046
 BX3046|---------------------------------------------------------------------|
 BX3046| PID    Reference Object                     Distance      Geod. Az  |
 BX3046|                                                           dddmmss.s |
 BX3046| BX3032 AIMWELL                             APPROX.10.5 KM 0911222.4 |
 BX3046| BX3045 SHELF 1971 RM 1                      14.670 METERS 12755     |
 BX3046| CV9211 SHELF RM 3                          134.768 METERS 13725     |
 BX3046| CV9210 SHELF RM 2                           17.760 METERS 23033     |
 BX3046|---------------------------------------------------------------------|
 BX3046
 BX3046                          SUPERSEDED SURVEY CONTROL
 BX3046
 BX3046  NAD 83(1993)-  31 33 05.70269(N)    093 49 01.79580(W) AD(       ) 2
 BX3046  NAD 83(1986)-  31 33 05.70754(N)    093 49 01.79277(W) AD(       ) 2
 BX3046  NAD 27      -  31 33 05.07242(N)    093 49 01.12455(W) AD(       ) 2
 BX3046  NGVD 29 (07/19/86)   69.9    (m)          229.     (f) VERT ANG       
 BX3046
 BX3046.Superseded values are not recommended for survey control.
 BX3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3046.See file dsdata.txt to determine how the superseded data were derived.
 BX3046
 BX3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2244091023(NAD 83)
 BX3046_MARKER: DS = TRIANGULATION STATION DISK
 BX3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3046_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3046
 BX3046  HISTORY     - Date     Condition        Report By
 BX3046  HISTORY     - 1971     MONUMENTED       NGS
 BX3046
 BX3046                          STATION DESCRIPTION
 BX3046
 BX3046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3046'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 BX3046'
 BX3046'THE STATION IS ABOUT 8-1/2 MILES NORTH-NORTHEAST OF MILAM, 10-3/4
 BX3046'MILES SOUTHEAST OF THE SMALL SETTLEMENT OF PATROON, AND ON THE WEST
 BX3046'BANK OF TOLEDO BEND RESERVOIR NEAR THE SABINE NATIONAL FOREST
 BX3046'BOUNDRY.  PERMISSION TO BUILD THE STATION ON FOREST LAND WAS
 BX3046'OBTAINED FROM MR. LEONARD J. MOORE DISTRICT RANGER.
 BX3046'
 BX3046'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND 87 IN
 BX3046'MILAM, GO NORTHERLY ON STATE HIGHWAY 87 FOR 5.2 MILES TO THE
 BX3046'JUNCTION OF FARM ROAD 276 ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 BX3046'FARM ROAD 276 FOR 3.5 MILES TO A T-INTERSECTION.  TURN LEFT AND GO
 BX3046'NORTHWEST ON A SURFACED ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT.
 BX3046'TURN RIGHT AND GO EASTERLY ON A GRAVELED ROAD FOR 0.6 MILE TO A
 BX3046'FORK.  TAKE LEFT FORK AND GO NORTHERLY ON A WOODS ROAD FOR 0.15
 BX3046'MILE TO A WIRE GATE AT ENTRANCE TO NATIONAL FOREST, PASS
 BX3046'THROUGH GATE AND CONTINUE ON THE WOODS ROAD FOR 1.4 MILES TO
 BX3046'FORKS.  TAKE RIGHT FORK AND CONTINUE ON WOODS ROAD FOR 0.55 MILE
 BX3046'TO A T-INTERSECTION NEAR LAKE BANK AND STATION.
 BX3046'
 BX3046'THE STATION MARKS ARE STANDARD DISKS STAMPED SHELF 1971.  THE SURFACE
 BX3046'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX3046'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET
 BX3046'NORTH-NORTHEAST OF THE CENTER OF THE T-INTERSECTION, 23 FEET
 BX3046'WEST OF A 12-INCH GUM TREE, 14 FEET SOUTHEAST OF A 16-INCH OAK TREE
 BX3046'AND 4 FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 BX3046'IS SET IN AN IRREGULAR MASS OF CONCRETE 42-INCHES BELOW THE GROUND
 BX3046'SURFACE.
 BX3046'
 BX3046'REFERENCE MARK 1, A STANDARD DISK STAMPED SHELF NO 1 1971, IS SET IN
 BX3046'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BX3046'INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET SOUTHEAST OF THE
 BX3046'GUM TREE, 13 FEET NORTHWEST OF A 14-INCH OAK TREE AND 12 FEET
 BX3046'NORTHEAST OF THE CENTER OF THE WOODS ROAD.
 BX3046'
 BX3046'REFERENCE MARK 2, A STANDARD DISK STAMPED SHELF NO 2 1971, IS SET IN
 BX3046'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 BX3046'INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET NORTHWEST OF THE
 BX3046'CENTER OF THE WOODS ROAD, 20 FEET SOUTH-SOUTHWEST OF A WOODS ROAD
 BX3046'AND 12 FEET NORTHEAST OF A 16-INCH OAK TREE.
 BX3046'
 BX3046'REFERENCE MARK 3, A STANDARD DISK STAMPED SHELF NO 3 1971, IS SET IN
 BX3046'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BX3046'INCHES ABOVE THE GROUND SURFACE.  IT IS 23.5 FEET SOUTHEAST OF A 14
 BX3046'INCH PINE TREE, 20.5 FEET SOUTH-SOUTHEAST OF A 16 INCH PINE TREE,
 BX3046'13 FEET SOUTHWEST OF THE CENTER OF THE WOODS ROAD AND 2 FEET
 BX3046'NORTH-NORTHEAST OF A METAL WITNESS POST.
 BX3046'
 BX3046'NEAREST TOWN--MILAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5751 ***********************************************************************
 AW5751  DESIGNATION -  SHELL
 AW5751  PID         -  AW5751
 AW5751  STATE/COUNTY-  TX/JEFFERSON
 AW5751  USGS QUAD   -  MUD LAKE (1994)
 AW5751
 AW5751                         *CURRENT SURVEY CONTROL
 AW5751  ___________________________________________________________________
 AW5751* NAD 83(1993)-  29 35 26.63020(N)    094 16 51.85861(W)     ADJUSTED  
 AW5751* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 AW5751  ___________________________________________________________________
 AW5751  X           -    -414,361.595 (meters)                     COMP
 AW5751  Y           -  -5,535,289.649 (meters)                     COMP
 AW5751  Z           -   3,130,991.201 (meters)                     COMP
 AW5751  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AW5751  ELLIP HEIGHT-         -25.90  (meters)          (06/17/02) GPS OBS
 AW5751  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW5751
 AW5751  HORZ ORDER  -  SECOND
 AW5751  ELLP ORDER  -  FIFTH     CLASS I
 AW5751
 AW5751.The horizontal coordinates were established by classical geodetic methods
 AW5751.and adjusted by the National Geodetic Survey in February 1996..
 AW5751
 AW5751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5751
 AW5751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5751
 AW5751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5751
 AW5751.The ellipsoidal height was determined by GPS observations
 AW5751.and is referenced to NAD 83.
 AW5751
 AW5751.The geoid height was determined by GEOID03.
 AW5751
 AW5751;                    North         East     Units Scale Factor Converg.
 AW5751;SPC TXSC     - 4,203,987.433 1,056,986.481   MT  0.99987317   +2 18 42.7
 AW5751;SPC TXSC     -13,792,582.10  3,467,796.48   sFT  0.99987317   +2 18 42.7
 AW5751;UTM  15      - 3,274,121.363   375,934.414   MT  0.99978992   -0 37 57.6
 AW5751
 AW5751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5751!SPC TXSC     -   1.00000407  x   0.99987317  =   0.99987724
 AW5751!UTM  15      -   1.00000407  x   0.99978992  =   0.99979399
 AW5751
 AW5751|---------------------------------------------------------------------|
 AW5751| PID    Reference Object                     Distance      Geod. Az  |
 AW5751|                                                           dddmmss.s |
 AW5751| CV9383 SHELL RM 1                           24.327 METERS 06503     |
 AW5751| AW5739 ROAD                                APPROX. 5.2 KM 0662852.7 |
 AW5751| CV9384 SHELL RM 2                           25.273 METERS 33450     |
 AW5751|---------------------------------------------------------------------|
 AW5751
 AW5751                          SUPERSEDED SURVEY CONTROL
 AW5751
 AW5751  ELLIP H (02/16/96)  -25.82   (m)                       GP(       ) 5 1
 AW5751  NAD 83(1993)-  29 35 26.62958(N)    094 16 51.85856(W) AD(       ) 2
 AW5751  ELLIP H (01/21/93)  -25.80   (m)                       GP(       ) 4 2
 AW5751  NAD 83(1986)-  29 35 26.65051(N)    094 16 51.83896(W) AD(       ) 2
 AW5751  NAD 27      -  29 35 25.83480(N)    094 16 51.16630(W) AD(       ) 2
 AW5751  NGVD 29 (12/24/91)    1.2    (m)            4.     (f) GPS OBS        
 AW5751
 AW5751.Superseded values are not recommended for survey control.
 AW5751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5751.See file dsdata.txt to determine how the superseded data were derived.
 AW5751
 AW5751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN7593474121(NAD 83)
 AW5751_MARKER: DS = TRIANGULATION STATION DISK
 AW5751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5751_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5751+STABILITY: SURFACE MOTION
 AW5751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5751+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 AW5751
 AW5751  HISTORY     - Date     Condition        Report By
 AW5751  HISTORY     - 1934     MONUMENTED       CGS
 AW5751  HISTORY     - 1937     GOOD             CGS
 AW5751  HISTORY     - 1960     GOOD             CGS
 AW5751  HISTORY     - 1963     GOOD             CGS
 AW5751  HISTORY     - 1974     GOOD             LOCSUR
 AW5751  HISTORY     - 1977     GOOD             NGS
 AW5751  HISTORY     - 19900221 GOOD
 AW5751  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW5751
 AW5751                          STATION DESCRIPTION
 AW5751
 AW5751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5751'STATION IS LOCATED ON THE SABINE PASS-GALVESTON BEACH ROAD,
 AW5751'7.2 MILES NE OF INTERSECTION OF HIGH ISLAND ROAD WITH BEACH ROAD,
 AW5751'AND 4.9 MILES E OF CHAMBERS-JEFFERSON COUNTY LINE.  STATION
 AW5751'IS ON LOW GRASSLAND, 185 METERS INSHORE FROM HIGH-WATER LINE,
 AW5751'AND 165 METERS N OF WIRE FENCE PARALLELING THE BEACH.  THE
 AW5751'HARD-SURFACED ROAD FORMERLY ALONG BEACH HAS BEEN WASHED AWAY.
 AW5751'THE AREA IS DEVOID OF ANY OTHER OBJECTS THAT WOULD SERVE AS
 AW5751'REFERENCES.
 AW5751'
 AW5751'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW5751'6-INCH CONCRETE-FILLED TILE PROJECTING 6 INCHES ABOVE THE GROUND.
 AW5751'IT IS STAMPED SHELL 1934.
 AW5751'
 AW5751'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5751'OF A 6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE THE
 AW5751'GROUND.  IT IS STAMPED R.M. 1 1934.
 AW5751'
 AW5751'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 AW5751'A 6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE THE
 AW5751'GROUND.  IT IS STAMPED R.M. 2 1934.
 AW5751
 AW5751                          STATION RECOVERY (1937)
 AW5751
 AW5751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW5751'STATION RECOVERED.  IT IS ON LOW GRASSLAND, 197 METERS N OF
 AW5751'THE HIGH-WATER LINE, AND 170 METERS N OF THE CENTER LINE OF
 AW5751'THE PAVED BEACH ROAD.  IT IS 241 METERS W OF B.M. B310, 1935
 AW5751'(U.S.C. AND G.S.) WHICH MAY BE SEEN IN AN OPEN SANDY SPOT 49
 AW5751'METERS N OF THE CENTER LINE OF PAVED BEACH ROAD.
 AW5751'
 AW5751'THE ROAD IN THIS VICINITY HAS BEEN RELOCATED AND PAVED SINCE
 AW5751'THE STATION WAS ESTABLISHED.
 AW5751'
 AW5751'REFERENCE MARKS WERE NOT SEARCHED FOR.
 AW5751
 AW5751                          STATION RECOVERY (1960)
 AW5751
 AW5751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5751'STATION AND RMS RECOVERED IN GOOD CONDITION.  THE DISTANCES TO
 AW5751'THE REFERENCE MARKS, AS SHOWN IN THE ORIGINAL DESCRIPTION,
 AW5751'WERE VERIFIED.  REVISED DESCRIPTION FOLLOWS.  STATION IS LOCATED
 AW5751'ON THE NORTH SIDE OF STATE HIGHWAY 87, 7.2 MILES NORTHEAST
 AW5751'OF THE INTERSECTION OF STATE HIGHWAYS 87 AND 124 AT HIGH ISLAND,
 AW5751'4.9 MILES NORTHEAST OF CHAMBERS-JEFFERSON COUNTY LINE MARKER, ON
 AW5751'LOW GRASSLAND AND ABOUT 450 FEET NORTH OF THE CENTERLINE OF THE
 AW5751'HIGHWAY.  A 12 FOOT WOODEN OBSERVING STAND, PAINTED WHITE, IS
 AW5751'IN PLACE OVER THE STATION.  A STANDARD DISK STAMPED SHELL
 AW5751'1934 IN TOP OF A 6 INCH TILE PROJECTING 6 INCHES ABOVE
 AW5751'GROUND.
 AW5751'
 AW5751'R.M. 1 IS NORTHEAST OF THE STATION.  A STANDARD DISK STAMPED
 AW5751'NO. 1 1934 IN TOP OF A 6 INCH TILE PROJECTING 3 INCHES ABOVE
 AW5751'GROUND.
 AW5751'
 AW5751'R.M. 2 IS NORTHWEST OF THE STATION.  A STANDARD DISK STAMPED
 AW5751'NO. 2 1934 IN TOP OF A 6 INCH TILE PROJECTING 3 INCHES ABOVE
 AW5751'GROUND.
 AW5751
 AW5751                          STATION RECOVERY (1963)
 AW5751
 AW5751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5751'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 AW5751'FOUND TO BE IN GOOD CONDITION.  A NEW TO REACH AND ADDITIONAL
 AW5751'INFORMATION FOLLOWS.
 AW5751'
 AW5751'TO REACH THE STATION FROM THE DICK DOWLING MONUMENT IN SABINE
 AW5751'PASS, GO SOUTHWEST ON STATE HIGHWAY 87 FOR 11.55 MILES TO THE
 AW5751'BREEZE INN (A CONCESSION STAND AND TAVERN ON THE BEACH) ON
 AW5751'THE LEFT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 87 FOR 12.6
 AW5751'MILES TO A SMALL METAL BUILDING ON THE RIGHT, CONTINUE AHEAD
 AW5751'FOR 0.75 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW5751'
 AW5751'THE STATION MARK IS 318 FEET NORTH OF FENCE PARALLEL TO HIGHWAY.
 AW5751'343 FEET NORTH OF STATE HIGHWAY 87.  5.0 FEET SOUTH OF 3 INCH
 AW5751'DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 AW5751'
 AW5751'REFERENCE MARK 1 IS 82.0 FEET WEST OF 3 INCH DIAMETER CREOSOTE
 AW5751'WOOD WITNESS POST AND SIGN.  318 FEET NORTH OF FENCE PARALLEL
 AW5751'TO HIGHWAY.  343 FEET NORTH OF STATE HIGHWAY 87.
 AW5751'
 AW5751'REFERENCE MARK 2 IS 78.5 FEET NORTH OF 3 INCH DIAMETER CREOSOTE
 AW5751'WOOD WITNESS POST AND SIGN.  393 FEET NORTH OF FENCE PARALLEL
 AW5751'TO THE HIGHWAY.  416 FEET NORTH OF STATE HIGHWAY 87.
 AW5751'
 AW5751'BENCH MARK K1014 IS A STANDARD DISK STAMPED K1014 RESET 1962,
 AW5751'SET IN A 12 X 12 INCH SQUARE CONCRETE MONUMENT, PROJECTS 3
 AW5751'INCHES ABOVE GROUND.  IT IS 98.7 FEET NORTH OF A EAST-WEST
 AW5751'FENCE LINE.  1.5 FEET SOUTHWEST OF A 3 INCH DIAMETER CREOSOTE
 AW5751'WOOD WITNESS POST AND SIGN.  118 FEET NORTH OF STATE HIGHWAY
 AW5751'87, AND APPROXIMATELY 500 FEET NORTHEAST OF AN OLD METAL
 AW5751'BUILDING.
 AW5751'
 AW5751'TO REACH THE BENCH MARK FROM THE STATION, GO EASTERLY ON STATE
 AW5751'HIGHWAY 87 FOR 1.2 MILES TO THE MARK ON THE LEFT.
 AW5751
 AW5751                          STATION RECOVERY (1974)
 AW5751
 AW5751'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 AW5751'RECOVERED BY LIPPS JAKUBIK AND ASSOC. INC.
 AW5751'
 AW5751'SHELL 1934 - FOUND AS PER 1960 DESCRIPTION IN GOOD SHAPE.
 AW5751'WITNESS POST GONE.  REF WERE NOT LOOKED FOR.
 AW5751
 AW5751                          STATION RECOVERY (1977)
 AW5751
 AW5751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW5751'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 AW5751'GOOD CONDITION, BENCH MARK K1014 RESET WAS NOT RECOVERED.  THE 1963
 AW5751'DESCRIPTION IS ADEQUATE.
 AW5751'
 AW5751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES NE
 AW5751'OF HIGH ISLAND.
 AW5751
 AW5751                          STATION RECOVERY (1990)
 AW5751
 AW5751'RECOVERED 1990
 AW5751'RECOVERED IN GOOD CONDITION.
 AW5751
 AW5751                          STATION RECOVERY (2004)
 AW5751
 AW5751'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2721 ***********************************************************************
 AX2721  DESIGNATION -  SHELL
 AX2721  PID         -  AX2721
 AX2721  STATE/COUNTY-  TX/LAVACA
 AX2721  USGS QUAD   -  SHERIDAN (1981)
 AX2721
 AX2721                         *CURRENT SURVEY CONTROL
 AX2721  ___________________________________________________________________
 AX2721* NAD 83(1993)-  29 23 28.64826(N)    096 39 43.57818(W)     ADJUSTED  
 AX2721* NAVD 88     -        64.1    (meters)     210.     (feet)  VERTCON   
 AX2721  ___________________________________________________________________
 AX2721  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AX2721  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX2721
 AX2721  HORZ ORDER  -  FIRST
 AX2721
 AX2721.The horizontal coordinates were established by classical geodetic methods
 AX2721.and adjusted by the National Geodetic Survey in February 1996..
 AX2721
 AX2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2721
 AX2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2721
 AX2721.The geoid height was determined by GEOID03.
 AX2721
 AX2721;                    North         East     Units Scale Factor Converg.
 AX2721;SPC TXSC     - 4,174,930.763   826,892.656   MT  0.99986373   +1 08 43.3
 AX2721;SPC TXSC     -13,697,252.01  2,712,896.99   sFT  0.99986373   +1 08 43.3
 AX2721;UTM  14      - 3,253,611.086   726,880.787   MT  1.00023520   +1 08 52.3
 AX2721
 AX2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2721!SPC TXSC     -   0.99999422  x   0.99986373  =   0.99985795
 AX2721!UTM  14      -   0.99999422  x   1.00023520  =   1.00022942
 AX2721
 AX2721|---------------------------------------------------------------------|
 AX2721| PID    Reference Object                     Distance      Geod. Az  |
 AX2721|                                                           dddmmss.s |
 AX2721| CV6782 SHELL RM 1                           42.658 METERS 04140     |
 AX2721| CV6783 SHELL RM 2                           40.730 METERS 14352     |
 AX2721| AX2723 SHELL AZ MK 2                       APPROX. 0.6 KM 1711631.6 |
 AX2721| CV6781 SHELL AZ MK                                        1723737.0 |
 AX2721|---------------------------------------------------------------------|
 AX2721
 AX2721                          SUPERSEDED SURVEY CONTROL
 AX2721
 AX2721  NAD 83(1986)-  29 23 28.66232(N)    096 39 43.56431(W) AD(       ) 1
 AX2721  NAD 27      -  29 23 27.77912(N)    096 39 42.66237(W) AD(       ) 1
 AX2721  NGVD 29 (07/19/86)   64.1    (m)          210.     (f) VERT ANG       
 AX2721
 AX2721.Superseded values are not recommended for survey control.
 AX2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2721.See file dsdata.txt to determine how the superseded data were derived.
 AX2721
 AX2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2688153611(NAD 83)
 AX2721_MARKER: DS = TRIANGULATION STATION DISK
 AX2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2721
 AX2721  HISTORY     - Date     Condition        Report By
 AX2721  HISTORY     - 1954     MONUMENTED       CGS
 AX2721  HISTORY     - 1963     GOOD             CGS
 AX2721  HISTORY     - 1966     GOOD             CGS
 AX2721  HISTORY     - 1980     GOOD             NGS
 AX2721
 AX2721                          STATION DESCRIPTION
 AX2721
 AX2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2721'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF HALLETTSVILLE, 12
 AX2721'MILES SOUTHWEST OF ROCK ISLAND, 7 MILES SOUTH OF SHERIDAN AND ON THE
 AX2721'EAST SIDE OF A PAVED, PRIVATE ROAD ON PROPERTY OF THE ALLEN
 AX2721'BROTHERS.
 AX2721'
 AX2721'TO REACH THE STATION FROM THE LARGE SCHOOL BUILDING IN SHERIDAN, GO
 AX2721'SOUTH ON A PAVED ROAD TOWARDS PROVIDENT CITY FOR 7.4 MILES TO A
 AX2721'TRACK T-ROAD LEFT, EAST AND THE STATION SITE ON THE LEFT.  CONTINUE
 AX2721'AHEAD ON THE PAVED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT
 AX2721'AS DESCRIBED BELOW.
 AX2721'
 AX2721'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2721'PROJECTING 6 INCHES.  IT IS 51 FEET EAST OF THE CENTERLINE OF THE
 AX2721'ROAD 39 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD AND 6 FEET
 AX2721'SOUTHEAST OF A WITNESS POST.  THE MARK IS STAMPED SHELL 1954.
 AX2721'
 AX2721'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2721'PROJECTING 6 INCHES.  IT IS 80 FEET NORTH OF THE CENTERLINE OF THE
 AX2721'TRACK ROAD, 32 FEET NORTH OF A 20 INCH OAK TREE AND 9 FEET EAST OF
 AX2721'AN OIL PIPE LINE.  THE MARK IS STAMPED SHELL NO 1 1954.
 AX2721'
 AX2721'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2721'PROJECTING 5 INCHES.  IT IS 102 FEET EAST OF THE CENTERLINE OF THE
 AX2721'PAVED ROAD.  THE MARK IS STAMPED SHELL NO 2 1954.
 AX2721'
 AX2721'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2721'PROJECTING 6 INCHES.  IT IS 100 FEET WEST OF A POWER LINE, 40 FEET
 AX2721'EAST OF THE CENTERLINE OF THE PAVED ROAD AND 3 FEET NORTH OF A
 AX2721'WITNESS POST.  THE MARK IS STAMPED SHELL 1954.
 AX2721'
 AX2721'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 AX2721
 AX2721                          STATION RECOVERY (1963)
 AX2721
 AX2721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2721'STATION, REFERENCE MARKS NO 1 AND 2 AND THE AZIMUTH MARK WERE
 AX2721'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 AX2721'TO STATION SITE ARE CORRECT.
 AX2721
 AX2721                          STATION RECOVERY (1966)
 AX2721
 AX2721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 AX2721'THE STATION MARK, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK
 AX2721'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DUE TO ROAD
 AX2721'IMPROVEMENTS THE AZIMUTH MARK WILL BE DESTROYED.  A NEW AZIMUTH
 AX2721'MARK WAS SET.
 AX2721'
 AX2721'THE STATION IS ABOUT 7 MILES SOUTH OF SHERIDAN, ALONG THE EAST SIDE
 AX2721'OF FM HIGHWAY 2921, AND THE SOUTH SIDE OF A PRIVATE ROAD LEADING
 AX2721'EAST FROM THE HIGHWAY, ON PROPERTY OF THE ALLEN BROTHERS.
 AX2721'
 AX2721'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY ALT 90 AND FM
 AX2721'HIGHWAY 2921 IN SHERIDAN, GO SOUTH ON FM HIGHWAY 2921 FOR 7.5 MILES
 AX2721'TO THE STATION ON THE LEFT.  CONTINUE SOUTH ALONG THE HIGHWAY FOR
 AX2721'0.35 MILE TO AZIMUTH MARK 2 ON THE LEFT.
 AX2721'
 AX2721'STATION MARK, A STANDARD DISK STAMPED SHELL 1954, IS SET IN A 12
 AX2721'INCHES X 12 INCHES CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 AX2721'ABOVE THE SURFACE OF THE GROUND.  IT IS 126 FEET EAST OF THE CENTER
 AX2721'LINE OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTER LINE OF THE
 AX2721'PRIVATE ROAD, AND 6 FEET SOUTH EAST OF A WOODEN WITNESS POST.
 AX2721'
 AX2721'REFERENCE MARK NO 1, A STANDARD DISK STAMPED SHELL NO 1 1954, IS SET
 AX2721'IN A 10 INCH X 10 INCH CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 AX2721'ABOVE THE SURFACE OF THE GROUND.  IT IS 242 FEET EAST OF THE CENTER
 AX2721'LINE OF HIGHWAY, 80 FEET NORTH OF THE CENTER LINE OF THE PRIVATE
 AX2721'ROAD, AND 9 FEET EAST F AN OIL PIPE LINE.
 AX2721'
 AX2721'REFERENCE MARK NO 2, A STANDARD DISK STAMPED SHELL NO 2 1954, IS SET
 AX2721'IN A 10 INCHES X 10 INCHES CONCRETE POST WHICH PROJECTS ABOUT 6
 AX2721'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 170 FEET EAST OF THE
 AX2721'CENTER LINE OF THE HIGHWAY, AND 100 FEET SOUTH OF A PRIVATE ROAD.
 AX2721'
 AX2721'AZIMUTH MARK 2, A STANDARD DISK STAMPED SHELL AZ 2 1954 1966, IS SET
 AX2721'IN A 12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 AX2721'ABOVE THE SURFACE OF THE GROUND.  IT IS 66 FEET EAST OF THE CENTER
 AX2721'LINE OF HIGHWAY, 20 FEET SOUTH OF A POWER LINE POLE, AND 1 FOOT
 AX2721'NORTH OF A METAL WITNESS POST.
 AX2721'
 AX2721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH.
 AX2721
 AX2721                          STATION RECOVERY (1980)
 AX2721
 AX2721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2721'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AX2721'CONDITION.  THE ORIGINAL AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 AX2721'RECOVERED.  AZIMUTH MARK 2 WAS FOUND AND A TRAVERSE
 AX2721'CONNECTION WAS MADE USING ELECTRONIC DISTANCE EQUIPMENT.
 AX2721'THE DIRECTION TO THE REFERENCE MARKS 1 AND 2
 AX2721'COMPARIED FAVORABLY WITH THE 1954 DATA.  HOWEVER THE DISTANCE
 AX2721'TO REFERENCE MARK 1 WAS LONGER 0.008 METERS AND REFERENCE MARK 2
 AX2721'WAS SHORTER 0.012 METERS.  A NEW DESCRIPTION FOLLOWS.
 AX2721'
 AX2721'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF SHERIDAN, 17 MILES
 AX2721'SOUTHEAST OF HALLETTSVILLE, 11 MILES SOUTHWEST OF ROCK ISLAND ON
 AX2721'PROPERTY OWNED BY MR. LAWRANCE MEINERT OF LA GRANGE, TX.
 AX2721'(PHONE, 713-968-3133).
 AX2721'
 AX2721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90A AND
 AX2721'FARM ROAD 2437, GO SOUTH ON FARM ROAD 2437 FOR 7.1 MILES TO A
 AX2721'WIRE GATE AND THE STATION ON THE LEFT AS DESCRIBED.
 AX2721'
 AX2721'THE STATION IS A STANDARD USC AND GS DISK
 AX2721'STAMPED---SHELL 1954---,
 AX2721'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AX2721'PROJECTING 14 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2721'124.0  FEET EAST-NORTHEAST FROM CENTER OF FARM ROAD 2437,
 AX2721'64.0 FEET EAST-NORTHEAST FROM THE FENCE LINE AND METAL
 AX2721'WITNESS POST AND
 AX2721'21.0 FEET NORTH-NORTHWEST FROM A 10-INCH SCRUB OAK TREE.
 AX2721'THE UNDERGROUND MARK IS A STANDARD USC AND GS DISK
 AX2721'STAMPED---SHELL 1954---,
 AX2721'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AX2721'
 AX2721'REFERENCE MARK NUMBER 1 IS A STANDARD USC AND GS DISK
 AX2721'STAMPED---SHELL NO 1 1954---,
 AX2721'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AX2721'PROJECTING 14 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2721'4.5 FEET NORTH-NORTHWEST FROM A 10-INCH SCRUB OAK TREE, 3.8
 AX2721'FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND
 AX2721'MARK IS LEVEL WITH STATION.
 AX2721'
 AX2721'REFERENCE MARK NUMBER 2 IS A STANDARD USC AND GS DISK
 AX2721'STAMPED---SHELL NO 2 1954---,
 AX2721'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AX2721'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2721'115.0 FEET NORTH-NORTHEAST FROM A POWER POLE,
 AX2721'51.5 FEET WEST-SOUTHWEST FROM A 17-INCH OAK TREE AND
 AX2721'5.0 FEET SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 AX2721'MARK IS LEVEL WITH STATION.
 AX2721'
 AX2721'AZIMUTH MARK NUMBER 2 IS A STANDARD USC AND GS DISK
 AX2721'STAMPED---SHELL 1954 AZ 2 1969---,
 AX2721'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AX2721'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2721'65.0 FEET EAST-SOUTHEAST FROM THE CENTER OF FARM ROAD 2437,
 AX2721'49.0 FEET SOUTH-SOUTHEAST FROM A POWER POLE,
 AX2721'4.3 FEET EAST-SOUTHEAST FROM A WIRE FENCE AND
 AX2721'2.0 FEET NORTH-NORTHWEST FROM A METAL WITNESS POST.
 AX2721'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON FARM ROAD
 AX2721'2437 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AX2721'
 AX2721'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0442 ***********************************************************************
 BQ0442  DESIGNATION -  SHELL
 BQ0442  PID         -  BQ0442
 BQ0442  STATE/COUNTY-  TX/PRESIDIO
 BQ0442  USGS QUAD   -  OAK HILLS NORTH (1983)
 BQ0442
 BQ0442                         *CURRENT SURVEY CONTROL
 BQ0442  ___________________________________________________________________
 BQ0442* NAD 83(1993)-  30 20 18.48996(N)    104 18 32.96812(W)     ADJUSTED  
 BQ0442* NAVD 88     -      1464.     (meters)    4803.     (feet)  SCALED    
 BQ0442  ___________________________________________________________________
 BQ0442  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 BQ0442  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BQ0442
 BQ0442  HORZ ORDER  -  SECOND
 BQ0442
 BQ0442.The horizontal coordinates were established by classical geodetic methods
 BQ0442.and adjusted by the National Geodetic Survey in February 1996..
 BQ0442
 BQ0442.The orthometric height was scaled from a topographic map.
 BQ0442
 BQ0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0442
 BQ0442.The geoid height was determined by GEOID03.
 BQ0442
 BQ0442;                    North         East     Units Scale Factor Converg.
 BQ0442;SPC TXSC     - 4,289,234.994    89,653.356   MT  1.00001639   -2 36 03.7
 BQ0442;SPC TXSC     -14,072,265.14    294,137.72   sFT  1.00001639   -2 36 03.7
 BQ0442;UTM  13      - 3,356,493.691   566,403.654   MT  0.99965440   +0 20 56.3
 BQ0442
 BQ0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0442!SPC TXSC     -   0.99977366  x   1.00001639  =   0.99979005
 BQ0442!UTM  13      -   0.99977366  x   0.99965440  =   0.99942814
 BQ0442
 BQ0442|---------------------------------------------------------------------|
 BQ0442| PID    Reference Object                     Distance      Geod. Az  |
 BQ0442|                                                           dddmmss.s |
 BQ0442| CI0481 SHELL RM 1                           11.638 METERS 09525     |
 BQ0442| CI0480 SHELL AZ MK                                        1861222.4 |
 BQ0442| CI0482 SHELL RM 2                           13.915 METERS 21753     |
 BQ0442|---------------------------------------------------------------------|
 BQ0442
 BQ0442                          SUPERSEDED SURVEY CONTROL
 BQ0442
 BQ0442  NAD 83(1986)-  30 20 18.48462(N)    104 18 32.96865(W) AD(       ) 2
 BQ0442  NAD 27      -  30 20 17.93500(N)    104 18 31.25700(W) AD(       ) 2
 BQ0442
 BQ0442.Superseded values are not recommended for survey control.
 BQ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0442.See file dsdata.txt to determine how the superseded data were derived.
 BQ0442
 BQ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP6640456494(NAD 83)
 BQ0442_MARKER: DS = TRIANGULATION STATION DISK
 BQ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0442
 BQ0442  HISTORY     - Date     Condition        Report By
 BQ0442  HISTORY     - 1942     MONUMENTED       CGS
 BQ0442
 BQ0442                          STATION DESCRIPTION
 BQ0442
 BQ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0442'THIS STATION IS 17 MILES WNW OF MARFA, ON THE PASTURE SLOPES
 BQ0442'ALONG THE SW SIDE OF RYAN FLATS, AND ABOUT 6 MILES, AIR LINE,
 BQ0442'S OF THE RAILROAD STATION AT RYAN.  IT IS 1 MILE ESE OF A
 BQ0442'RANCH HAVING THREE PROMINENT WINDMILLS.
 BQ0442'
 BQ0442'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BQ0442'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 BQ0442'
 BQ0442'THE STATION MARK IS 90 FEET NE OF THE CENTER LINE OF A TRACK
 BQ0442'ROAD AND 6 FEET SW OF A WHITE 4- BY 4-INCH WITNESS POST.  IT
 BQ0442'IS STAMPED SHELL 1942.
 BQ0442'
 BQ0442'REFERENCE MARK NO. 1 IS THE SAME HEIGHT AS THE STATION MARK.
 BQ0442'IT IS STAMPED SHELL NO. 1 1942.
 BQ0442'
 BQ0442'REFERENCE MARK NO. 2 IS THE SAME HEIGHT AS THE STATION MARK.
 BQ0442'IT IS STAMPED SHELL NO. 2 1942.
 BQ0442'
 BQ0442'THE AZIMUTH MARK IS 15 FEET W OF THE CENTER LINE OF A TRACK
 BQ0442'ROAD.  IT IS THE SAME HEIGHT AS THE STATION MARK AND IS STAMPED
 BQ0442'SHELL 1942.
 BQ0442'
 BQ0442'TO REACH THE STATION FROM THE POST OFFICE IN MARFA GO S 1/2
 BQ0442'BLOCK TO U.S. HIGHWAY 90, TURN RIGHT, W, ONTO U.S. HIGHWAY
 BQ0442'90, GO NORTHWESTERLY TOWARDS VALENTINE 18.5 MILES TO THE
 BQ0442'RYAN RAILROAD SIDING ON RIGHT AND A WOODEN GATE LEFT, TURN LEFT
 BQ0442'THROUGH GATE AND FOLLOW THE MAIN-TRAVELED TRACK ROAD SOUTHERLY
 BQ0442'4.4 MILES TO A GROUP OF RANCH BUILDINGS ON THE RIGHT, TURN LEFT,
 BQ0442'E, ON A TRACK ROAD, GO 0.3 MILE TO FORKS, TAKE THE RIGHT FORK 0.4
 BQ0442'MILE THROUGH A GATE, TAKE THE RIGHT FORK SOUTHERLY 2.8 MILES
 BQ0442'TO FORKS NEAR THREE PROMINENT WINDMILLS, TAKE THE LEFT FORK
 BQ0442'ESE FOR 1.1 MILES TO THE STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6175 ***********************************************************************
 AW6175  DESIGNATION -  SHELL 1930
 AW6175  PID         -  AW6175
 AW6175  STATE/COUNTY-  TX/HARRIS
 AW6175  USGS QUAD   -  MORGANS POINT (1993)
 AW6175
 AW6175                         *CURRENT SURVEY CONTROL
 AW6175  ___________________________________________________________________
 AW6175* NAD 83(1993)-  29 40 52.03391(N)    094 59 35.17210(W)     ADJUSTED  
 AW6175* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6175  ___________________________________________________________________
 AW6175  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW6175  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6175
 AW6175  HORZ ORDER  -  THIRD
 AW6175
 AW6175.The horizontal coordinates were established by classical geodetic methods
 AW6175.and adjusted by the National Geodetic Survey in February 1996..
 AW6175
 AW6175.The orthometric height was scaled from a topographic map.
 AW6175
 AW6175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6175
 AW6175.The geoid height was determined by GEOID03.
 AW6175
 AW6175;                    North         East     Units Scale Factor Converg.
 AW6175;SPC TXSC     - 4,211,427.256   987,718.735   MT  0.99988143   +1 57 46.9
 AW6175;SPC TXSC     -13,816,990.92  3,240,540.55   sFT  0.99988143   +1 57 46.9
 AW6175;UTM  15      - 3,285,113.242   307,138.230   MT  1.00005896   -0 59 14.0
 AW6175
 AW6175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6175!SPC TXSC     -   1.00000427  x   0.99988143  =   0.99988569
 AW6175!UTM  15      -   1.00000427  x   1.00005896  =   1.00006323
 AW6175
 AW6175                          SUPERSEDED SURVEY CONTROL
 AW6175
 AW6175  NAD 83(1986)-  29 40 52.05029(N)    094 59 35.15300(W) AD(       ) 3
 AW6175  NAD 27      -  29 40 51.22662(N)    094 59 34.41223(W) AD(       ) 3
 AW6175
 AW6175.Superseded values are not recommended for survey control.
 AW6175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6175.See file dsdata.txt to determine how the superseded data were derived.
 AW6175
 AW6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0713885113(NAD 83)
 AW6175_MARKER: B = BOLT
 AW6175_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AW6175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6175
 AW6175  HISTORY     - Date     Condition        Report By
 AW6175  HISTORY     - 1930     MONUMENTED       CGS
 AW6175  HISTORY     - 1934     GOOD             TXGS
 AW6175  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6175  HISTORY     - 1961     MARK NOT FOUND   CGS
 AW6175  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 AW6175  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW6175
 AW6175                          STATION DESCRIPTION
 AW6175
 AW6175'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6175'LOCATED ON MORGAN POINT, ON THE TOP OF STEEP BANK ON S SIDE
 AW6175'OF BARBER DEVELOPMENT.  STATION IS ABOUT 150 METERS SW FROM
 AW6175'SHELL UNLOADING MACHINERY AT WATERS EDGE AND IS ON THE EDGE
 AW6175'OF AN APPROXIMATE 2-ACRE CLEARING TO THE E.  A NARROW ROAD
 AW6175'PARALLELS THE TOP OF THE BANK 8 METERS TO THE N.
 AW6175'
 AW6175'STATION MARK IS BARBER DEVELOPMENT MARKER NO. 45+00, AN IRON
 AW6175'BOLT SET IN THE TOP OF A MASS OF CONCRETE, THE SURFACE FLUSH
 AW6175'WITH THE SURROUNDING GROUND.
 AW6175'
 AW6175'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN THE TOPS OF
 AW6175'CONCRETE POSTS.
 AW6175'
 AW6175'REFERENCE MARK 1 IS 11.64 METERS FROM STATION N 55 DEG E.
 AW6175'
 AW6175'REFERENCE MARK 2 IS 16.74 METERS FROM STATION S 42 DEG 30 MIN E.
 AW6175
 AW6175                          STATION RECOVERY (1934)
 AW6175
 AW6175'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6175'DESCRIPTION SATISFACTORY.
 AW6175
 AW6175                          STATION RECOVERY (1952)
 AW6175
 AW6175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6175'AN HOURS SEARCH WAS MADE BY A TWO-MAN PARTY AND THE STATION
 AW6175'COULD NOT BE FOUND.  CONSIDERABLE CHANGE IN THE WATERFRONT
 AW6175'AREA HAS TAKEN PLACE SINCE THE 1934 RECOVERY AND IT IS RECOMMENDED
 AW6175'THAT THE STATION BE CLASSIFIED AS LOST.
 AW6175
 AW6175                          STATION RECOVERY (1961)
 AW6175
 AW6175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6175'LOST.  THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND.
 AW6175'EXTENSIVE CHANGES ALONG THE WATERFRONT MAKE THIS STATION
 AW6175'RECOVERABLE BY TRIANGULATION METHODS ONLY.
 AW6175
 AW6175                          STATION RECOVERY (1997)
 AW6175
 AW6175'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6175'MARK NOT FOUND.
 AW6175
 AW6175                          STATION RECOVERY (2005)
 AW6175
 AW6175'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6067 ***********************************************************************
 AW6067  DESIGNATION -  SHELL 1933
 AW6067  PID         -  AW6067
 AW6067  STATE/COUNTY-  TX/CHAMBERS
 AW6067  USGS QUAD   -  FROZEN POINT (1994)
 AW6067
 AW6067                         *CURRENT SURVEY CONTROL
 AW6067  ___________________________________________________________________
 AW6067* NAD 83(1993)-  29 32 27.27905(N)    094 31 20.95920(W)     ADJUSTED  
 AW6067* NAVD 88     -         1.06   (+/-2cm)       3.5    (feet)  VERTCON   
 AW6067  ___________________________________________________________________
 AW6067  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6067  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW6067
 AW6067  HORZ ORDER  -  THIRD
 AW6067  VERT ORDER  -  THIRD ? (See Below)
 AW6067
 AW6067.The horizontal coordinates were established by classical geodetic methods
 AW6067.and adjusted by the National Geodetic Survey in February 1996..
 AW6067
 AW6067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6067.The vertical order pertains to the NGVD 29 superseded value.
 AW6067
 AW6067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6067
 AW6067.The geoid height was determined by GEOID03.
 AW6067
 AW6067;                    North         East     Units Scale Factor Converg.
 AW6067;SPC TXSC     - 4,197,550.691 1,033,830.471   MT  0.99986968   +2 11 36.9
 AW6067;SPC TXSC     -13,771,464.23  3,391,825.47   sFT  0.99986968   +2 11 36.9
 AW6067;UTM  15      - 3,268,882.833   352,479.345   MT  0.99986852   -0 45 02.8
 AW6067
 AW6067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6067!SPC TXSC     -   1.00000406  x   0.99986968  =   0.99987374
 AW6067!UTM  15      -   1.00000406  x   0.99986852  =   0.99987258
 AW6067
 AW6067                          SUPERSEDED SURVEY CONTROL
 AW6067
 AW6067  NAD 83(1993)-  29 32 27.28373(N)    094 31 20.95040(W) AD(       ) 3
 AW6067  NAD 83(1986)-  29 32 27.29799(N)    094 31 20.93983(W) AD(       ) 3
 AW6067  NAD 27      -  29 32 26.46800(N)    094 31 20.25000(W) AD(       ) 3
 AW6067  NGVD 29 (07/19/86)    1.06   (m)            3.5    (f) LEVELING    3  
 AW6067
 AW6067.Superseded values are not recommended for survey control.
 AW6067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6067.See file dsdata.txt to determine how the superseded data were derived.
 AW6067
 AW6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN5247968883(NAD 83)
 AW6067_MARKER: DS = TRIANGULATION STATION DISK
 AW6067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6067
 AW6067  HISTORY     - Date     Condition        Report By
 AW6067  HISTORY     - 1933     MONUMENTED       CGS
 AW6067  HISTORY     - 1947     GOOD             CGS
 AW6067  HISTORY     - 1960     GOOD             CGS
 AW6067  HISTORY     - 1965     GOOD             CGS
 AW6067
 AW6067                          STATION DESCRIPTION
 AW6067
 AW6067'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6067'STATION IS LOCATED ON FROZEN POINT WHICH IS ON THE N SHORE
 AW6067'OF EAST BAY AND 3 MILES NW OF GILCHRIST RAILROAD STATION.
 AW6067'IT IS 135 METERS E OF THE W END OF FROZEN POINT, 62 METERS
 AW6067'N OF N SHORE OF EAST BAY, AND 43 METERS N OF A 2-INCH PIPE
 AW6067'WHICH IS 20 METERS N OF N SHORE OF EAST BAY.  THE PIPE IS ABOUT
 AW6067'15 FEET HIGH.
 AW6067'
 AW6067'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW6067'IN CONCRETE.
 AW6067'
 AW6067'NO REFERENCE MARK WAS SET.
 AW6067'
 AW6067'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AW6067
 AW6067                          STATION RECOVERY (1947)
 AW6067
 AW6067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6067'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT
 AW6067'IT IS 47.5 METERS FROM THE PIPE WHICH IS 3-1/2 INCHES IN
 AW6067'DIAMETER AND STANDS 15 FEET HIGH.
 AW6067
 AW6067                          STATION RECOVERY (1960)
 AW6067
 AW6067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6067'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AW6067'FOLLOWS.  STATION IS LOCATED ON THE NORTH SIDE OF EAST BAY,
 AW6067'ABOUT 3 MILES NORTHWEST OF GILCHRIST, ON FROZEN POINT, ABOUT
 AW6067'500 FEET EAST OF THE WESTERN EXTREMITY OF THE POINT, 110.0
 AW6067'FEET EAST OF A DRAIN, 75.0 FEET NORTH OF THE BANK AND 2.0 FEET
 AW6067'SOUTH OF A WITNESS POST.  A STANDARD DISK STAMPED SHELL 1933 IN
 AW6067'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 AW6067'INCHES ABOVE GROUND.
 AW6067
 AW6067                          STATION RECOVERY (1965)
 AW6067
 AW6067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW6067'STATION RECOVERED IN FAIR CONDITION.  THE MONUMENT HAS STARTED
 AW6067'TO SPALL.
 AW6067'
 AW6067'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1725 ***********************************************************************
 AW1725  DESIGNATION -  SHELL 2
 AW1725  PID         -  AW1725
 AW1725  STATE/COUNTY-  TX/HARRIS
 AW1725  USGS QUAD   -  PASADENA (1995)
 AW1725
 AW1725                         *CURRENT SURVEY CONTROL
 AW1725  ___________________________________________________________________
 AW1725* NAD 83(1993)-  29 42 40.31448(N)    095 07 49.40539(W)     ADJUSTED  
 AW1725* NAVD 88     -         8.144  (meters)      26.72   (feet)  ADJUSTED  
 AW1725  ___________________________________________________________________
 AW1725  X           -    -495,774.689 (meters)                     COMP
 AW1725  Y           -  -5,521,965.611 (meters)                     COMP
 AW1725  Z           -   3,142,599.348 (meters)                     COMP
 AW1725  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW1725  ELLIP HEIGHT-         -19.22  (meters)          (02/16/96) GPS OBS
 AW1725  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1725  DYNAMIC HT  -           8.133 (meters)      26.68  (feet)  COMP
 AW1725  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 AW1725
 AW1725  HORZ ORDER  -  SECOND
 AW1725  VERT ORDER  -  FIRST     CLASS II
 AW1725  ELLP ORDER  -  FIFTH     CLASS I
 AW1725
 AW1725.The horizontal coordinates were established by classical geodetic methods
 AW1725.and adjusted by the National Geodetic Survey in February 1996..
 AW1725.No horizontal observational check was made to the station.
 AW1725
 AW1725.The orthometric height was determined by differential leveling
 AW1725.and adjusted by the National Geodetic Survey in June 1991..
 AW1725
 AW1725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1725
 AW1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1725
 AW1725.The ellipsoidal height was determined by GPS observations
 AW1725.and is referenced to NAD 83.
 AW1725
 AW1725.The geoid height was determined by GEOID03.
 AW1725
 AW1725.The dynamic height is computed by dividing the NAVD 88
 AW1725.geopotential number by the normal gravity value computed on the
 AW1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1725.degrees latitude (g = 980.6199 gals.).
 AW1725
 AW1725.The modeled gravity was interpolated from observed gravity values.
 AW1725
 AW1725;                    North         East     Units Scale Factor Converg.
 AW1725;SPC TXSC     - 4,214,311.757   974,329.103   MT  0.99988473   +1 53 44.8
 AW1725;SPC TXSC     -13,826,454.49  3,196,611.40   sFT  0.99988473   +1 53 44.8
 AW1725;UTM  15      - 3,288,684.017   293,912.109   MT  1.00012407   -1 03 22.5
 AW1725
 AW1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1725!SPC TXSC     -   1.00000302  x   0.99988473  =   0.99988775
 AW1725!UTM  15      -   1.00000302  x   1.00012407  =   1.00012709
 AW1725
 AW1725|---------------------------------------------------------------------|
 AW1725| PID    Reference Object                     Distance      Geod. Az  |
 AW1725|                                                           dddmmss.s |
 AW1725| AW3788 SHELL                                29.240 METERS 03007     |
 AW1725| AW6328 DEER PARK HOUSTON PLINE MAST        APPROX. 3.5 KM 0832610.5 |
 AW1725| CV6785 SHELL 2 RM 4                         57.948 METERS 08838     |
 AW1725| CV6784 SHELL 2 PT A                                       09144     |
 AW1725|---------------------------------------------------------------------|
 AW1725
 AW1725                          SUPERSEDED SURVEY CONTROL
 AW1725
 AW1725  NAD 83(1986)-  29 42 40.32971(N)    095 07 49.38650(W) AD(       ) 2
 AW1725  NAD 27      -  29 42 39.50594(N)    095 07 48.63372(W) AD(       ) 2
 AW1725  NGVD 29 (12/23/87)    8.141  (m)           26.71   (f) ADJUSTED    1 2
 AW1725
 AW1725.Superseded values are not recommended for survey control.
 AW1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1725.See file dsdata.txt to determine how the superseded data were derived.
 AW1725
 AW1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9391288684(NAD 83)
 AW1725_MARKER: DS = TRIANGULATION STATION DISK
 AW1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1725_SP_SET: CONCRETE POST
 AW1725_STAMPING: SHELL 2 1978
 AW1725_MARK LOGO: NGS   
 AW1725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1725+STABILITY: SURFACE MOTION
 AW1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1725+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1992
 AW1725
 AW1725  HISTORY     - Date     Condition        Report By
 AW1725  HISTORY     - 1978     MONUMENTED       NGS
 AW1725  HISTORY     - 1978     GOOD             NGS
 AW1725  HISTORY     - 1978     GOOD             NGS
 AW1725  HISTORY     - 1983     GOOD             NGS
 AW1725  HISTORY     - 1986     GOOD             NGS
 AW1725  HISTORY     - 1987     GOOD             NGS
 AW1725  HISTORY     - 1987     GOOD             USPSQD
 AW1725  HISTORY     - 1989     GOOD             USPSQD
 AW1725  HISTORY     - 1990     GOOD             USPSQD
 AW1725  HISTORY     - 1990     GOOD             USPSQD
 AW1725  HISTORY     - 19900820 GOOD
 AW1725  HISTORY     - 19900828 GOOD
 AW1725  HISTORY     - 19920325 GOOD
 AW1725  HISTORY     - 19920326 GOOD
 AW1725  HISTORY     - 19920505 GOOD
 AW1725  HISTORY     - 19920506 GOOD
 AW1725  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1725  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW1725  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1725  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW1725  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1725
 AW1725                          STATION DESCRIPTION
 AW1725
 AW1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1725'1.2 MI NW FROM DEER PARK.
 AW1725'ABOUT 0.8 MILE NORTH ALONG CENTER STREET FROM THE CITY HALL IN
 AW1725'DEER PARK, AND THENCE 0.4 MILE WEST ALONG STATE HIGHWAY 225.  ACROSS
 AW1725'THE HIGHWAY FROM GATE NUMBER 16 TO SHELL OIL PLANT, 693 FEET SOUTH
 AW1725'OF THE CENTERLINE OF THE HIGHWAY, 93 FEET EAST OF A TELEPHONE POLE,
 AW1725'93 FEET WEST OF A TELEPHONE POLE, AND 30 FEET NORTH OF THE NORTH
 AW1725'RAIL OF SOUTHERN PACIFIC RAILROAD.
 AW1725
 AW1725                          STATION RECOVERY (1978)
 AW1725
 AW1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AW1725'THE STATION IS LOCATED ABOUT 14-1/2 MILES EAST-SOUTHEAST OF HOUSTON,
 AW1725'10 MILES WEST-SOUTHWEST OF BAYTOWN AND 0.5 MILE NORTHWEST OF DEER
 AW1725'PARK.
 AW1725'
 AW1725'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF STATE
 AW1725'HIGHWAY 225 AND CENTER AVE., WHICH IS LOCATED ON THE NORTH SIDE OF
 AW1725'DEER PARK.  GO WEST ON STATE HIGHWAY 225 FOR 0.5 MILE TO MARK ON
 AW1725'THE LEFT.
 AW1725'
 AW1725'STATION MARKS ARE STANDARD DISKS, STAMPED SHELL 2 1978.  THE
 AW1725'SURFACE MARK IS A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 AW1725'99 FEET EAST OF THE NORTH END OF A LARGE BILL-BROAD, 91 FEET EAST
 AW1725'OF A TELEPHONE POLE, 82 FEET WEST OF A TELEPHONE POLE, 66 FEET
 AW1725'SOUTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANE OF STATE
 AW1725'HIGHWAY 225, 32 FEET NORTH OF THE NORTH RAIL OF THE RAIL ROAD
 AW1725'TRACKS, AND 1.6 FEET EAST OF A METAL WITNESS POST.  SUB-SURFACE
 AW1725'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE AND ABOUT 30-INCHES
 AW1725'BELOW THE SURFACE OF THE GROUND.  (NOTE--) METAL PLUG PLACED IN
 AW1725'THE CONCRETE OF SUB-SURFACE MARK.
 AW1725'
 AW1725'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AW1725'CONCRETE POST, THAT IS ABOUT 12-INCHES BELOW THE SURFACE OF THE
 AW1725'GROUND AND IS STAMPED SHELL NO 3 1942.  IT IS 83 FEET SOUTHEAST
 AW1725'OF THE EAST END OF ENTRANCE GATE TO REFINERY PLANT, 71 FEET SOUTH
 AW1725'OF THE FENCE, 71 FEET EAST OF THE CENTER OF ROAD, ENTRANCE TO
 AW1725'PLANT, 64 FEET NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANE
 AW1725'OF STATE HIGHWAY 225, 31 FEET SOUTH OF THE CENTER OF FRONTAGE
 AW1725'ROAD, AND 1-FOOT WEST OF A METAL WITNESS POST.
 AW1725'
 AW1725'REFERENCE MARK NO. 4 IS A STANDARD TEXAS DEPARTMENT OF HIGHWAYS
 AW1725'RIGHT-OF-WAY BRONZE DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 AW1725'THAT IS FLUSH WITH THE GROUND AND IS UNSTAMPED.  IT IS 108 FEET
 AW1725'EAST OF A TELEPHONE POLE, 53 FEET WEST OF A TELEPHONE POLE, 37.9
 AW1725'FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, AND 34 FEET
 AW1725'SOUTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANE OF STATE HIGHWAY
 AW1725'225.
 AW1725'
 AW1725'NEAREST TOWN--DEER PARK.
 AW1725
 AW1725                          STATION RECOVERY (1983)
 AW1725
 AW1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1725'RECOVERED IN GOOD CONDITION.
 AW1725
 AW1725                          STATION RECOVERY (1986)
 AW1725
 AW1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1725'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1725'EXCEPT ADD
 AW1725'THE MARK IS 0.36 METERS  W FROM  A WITNESS POST
 AW1725
 AW1725                          STATION RECOVERY (1987)
 AW1725
 AW1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW1725'THE STATION WAS RECOVERED AT THIS DATE.
 AW1725'
 AW1725'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI)
 AW1725'EAST OF HOUSTON, 12.9 KM (8.0 MI) NORTHWEST OF LA PORTA, 0.8 KM
 AW1725'(0.5 MI) NORTH OF THE CENTER OF DEER PARK AND BETWEEN THE EASTBOUND
 AW1725'LANES OF U.S. HIGHWAY 225 AND THE RAILROAD TRACKS, ON HIGHWAY
 AW1725'RIGHT-OF-WAY.
 AW1725'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN TX
 AW1725'78701, PHONE 512-465-7337.
 AW1725'
 AW1725'TO REACH THE STATION FROM CITY HALL IN DEER PARK, GO NORTH ON
 AW1725'CENTER AVENUE FOR 1.3 KM (0.8 MI) TO A PAVED ROAD LEFT.
 AW1725'TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 0.6 KM (0.35 MI) TO
 AW1725'THE STATION ON THE RIGHT, ON THE NORTH SIDE OF THE RAILROAD TRACKS
 AW1725'AND OPPOSITE GATE 16 OF THE OLEFINS-SHELL REFINERY.
 AW1725'
 AW1725'THE STATION IS A STANDARD NGS DISK
 AW1725'STAMPED---SHELL 2 1978---,
 AW1725'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AW1725'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AW1725'28.0 METERS (91.9 FT) EAST FROM A POWER POLE,
 AW1725'25.2 METERS (82.7 FT) WEST FROM A POWER POLE MARKED K,
 AW1725'16.5 METERS (54.1 FT) SOUTH FROM THE SOUTH EDGE OF PAVEMENT FOR
 AW1725'EASTBOUND LANE OF U.S. HIGHWAY 225 AND 10.2 METERS (33.3 FT) NORTH
 AW1725'OF THE NORTH RAIL OF TRACKS.
 AW1725'THE UNDERGROUND MARK WAS NOT CHECKED AT THIS TIME.
 AW1725'
 AW1725'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW1725'
 AW1725'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW1725'
 AW1725'DESCRIBED BY B.L. LAMBERT.
 AW1725
 AW1725                          STATION RECOVERY (1987)
 AW1725
 AW1725'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1725'RECOVERED IN GOOD CONDITION.
 AW1725
 AW1725                          STATION RECOVERY (1989)
 AW1725
 AW1725'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1725'RECOVERED IN GOOD CONDITION.
 AW1725
 AW1725                          STATION RECOVERY (1990)
 AW1725
 AW1725'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1725'RECOVERED IN GOOD CONDITION.
 AW1725
 AW1725                          STATION RECOVERY (1990)
 AW1725
 AW1725'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1725'RECOVERED IN GOOD CONDITION.
 AW1725
 AW1725                          STATION RECOVERY (1990)
 AW1725
 AW1725'RECOVERED 1990
 AW1725'RECOVERED IN GOOD CONDITION.
 AW1725
 AW1725                          STATION RECOVERY (1990)
 AW1725
 AW1725'RECOVERED 1990
 AW1725'RECOVERED IN GOOD CONDITION.
 AW1725
 AW1725                          STATION RECOVERY (1992)
 AW1725
 AW1725'RECOVERED 1992
 AW1725'RECOVERED IN GOOD CONDITION.
 AW1725
 AW1725                          STATION RECOVERY (1992)
 AW1725
 AW1725'RECOVERED 1992
 AW1725'RECOVERED IN GOOD CONDITION.
 AW1725
 AW1725                          STATION RECOVERY (1992)
 AW1725
 AW1725'RECOVERED 1992
 AW1725'RECOVERED IN GOOD CONDITION.
 AW1725
 AW1725                          STATION RECOVERY (1992)
 AW1725
 AW1725'RECOVERED 1992
 AW1725'RECOVERED IN GOOD CONDITION.
 AW1725
 AW1725                          STATION RECOVERY (1998)
 AW1725
 AW1725'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1725'MARK NOT FOUND.
 AW1725
 AW1725                          STATION RECOVERY (1999)
 AW1725
 AW1725'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1725'MARK NOT FOUND.
 AW1725
 AW1725                          STATION RECOVERY (2001)
 AW1725
 AW1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1725'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1725
 AW1725                          STATION RECOVERY (2004)
 AW1725
 AW1725'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1725'MARK NOT FOUND.
 AW1725
 AW1725                          STATION RECOVERY (2005)
 AW1725
 AW1725'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0229 ***********************************************************************
 AH0229  DESIGNATION -  SHELL 2
 AH0229  PID         -  AH0229
 AH0229  STATE/COUNTY-  TX/ARANSAS
 AH0229  USGS QUAD   -  ESTES (1975)
 AH0229
 AH0229                         *CURRENT SURVEY CONTROL
 AH0229  ___________________________________________________________________
 AH0229* NAD 83(1993)-  27 59 46.11640(N)    097 03 43.70616(W)     ADJUSTED  
 AH0229* NAVD 88     -         0.81   (+/-2cm)       2.7    (feet)  VERTCON   
 AH0229  ___________________________________________________________________
 AH0229  X           -    -692,909.638 (meters)                     COMP
 AH0229  Y           -  -5,593,140.315 (meters)                     COMP
 AH0229  Z           -   2,976,115.753 (meters)                     COMP
 AH0229  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AH0229  ELLIP HEIGHT-         -25.91  (meters)          (02/16/96) GPS OBS
 AH0229  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH0229
 AH0229  HORZ ORDER  -  THIRD
 AH0229  VERT ORDER  -  THIRD (See Below)
 AH0229  ELLP ORDER  -  FIFTH     CLASS I
 AH0229
 AH0229.The horizontal coordinates were established by classical geodetic methods
 AH0229.and adjusted by the National Geodetic Survey in February 1996..
 AH0229.No horizontal observational check was made to the station.
 AH0229
 AH0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0229.The vertical order pertains to the NGVD 29 superseded value.
 AH0229
 AH0229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH0229
 AH0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0229
 AH0229.The ellipsoidal height was determined by GPS observations
 AH0229.and is referenced to NAD 83.
 AH0229
 AH0229.The geoid height was determined by GEOID03.
 AH0229
 AH0229;                    North         East     Units Scale Factor Converg.
 AH0229;SPC TXSC     - 4,019,624.762   790,635.005   MT  1.00013363   +0 56 57.8
 AH0229;SPC TXSC     -13,187,718.91  2,593,941.68   sFT  1.00013363   +0 56 57.8
 AH0229;UTM  14      - 3,098,288.263   690,562.476   MT  1.00004823   +0 54 35.7
 AH0229
 AH0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0229!SPC TXSC     -   1.00000407  x   1.00013363  =   1.00013770
 AH0229!UTM  14      -   1.00000407  x   1.00004823  =   1.00005230
 AH0229
 AH0229|---------------------------------------------------------------------|
 AH0229| PID    Reference Object                     Distance      Geod. Az  |
 AH0229|                                                           dddmmss.s |
 AH0229| CV3444 SHELL 2 RM 3                          8.216 METERS 03550     |
 AH0229| AN2094 NINE 2                              APPROX. 5.5 KM 0405946.8 |
 AH0229| AH0050 SHELL                                21.908 METERS 30044     |
 AH0229|---------------------------------------------------------------------|
 AH0229
 AH0229                          SUPERSEDED SURVEY CONTROL
 AH0229
 AH0229  NAD 83(1986)-  27 59 46.12094(N)    097 03 43.68646(W) AD(       ) 3
 AH0229  NAD 27      -  27 59 45.11816(N)    097 03 42.76230(W) AD(       ) 3
 AH0229  NGVD 29 (01/29/03)    0.95   (m)            3.1    (f) RESET       3  
 AH0229
 AH0229.Superseded values are not recommended for survey control.
 AH0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0229.See file dsdata.txt to determine how the superseded data were derived.
 AH0229
 AH0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9056298288(NAD 83)
 AH0229_MARKER: DS = TRIANGULATION STATION DISK
 AH0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0229_STAMPING: SHELL 2 1971
 AH0229_MARK LOGO: CGS   
 AH0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0229+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1989
 AH0229
 AH0229  HISTORY     - Date     Condition        Report By
 AH0229  HISTORY     - 1971     MONUMENTED       NGS
 AH0229  HISTORY     - 1971     GOOD             NGS
 AH0229  HISTORY     - 1973     GOOD             TXHD
 AH0229  HISTORY     - 1977     GOOD             NGS
 AH0229  HISTORY     - 19880518 GOOD
 AH0229  HISTORY     - 19891019 GOOD             NOS
 AH0229  HISTORY     - 1991     GOOD             USPSQD
 AH0229
 AH0229                          STATION DESCRIPTION
 AH0229
 AH0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AH0229'THE STATION IS LOCATED ALONG THE WEST SHORE OF ARANSAS BAY,
 AH0229'ABOUT 2 MILES SOUTH OF ROCKPORT, 1-1/2 MILES NORTH OF THE NORTH
 AH0229'END OF TALLEY ISLAND, 1 MILE WEST OF THE GULF INTRACOASTAL
 AH0229'WATERWAY, IN LOT 4, BLOCK 441, IN A BEACH COTTAGE DEVELOPMENT
 AH0229'AREA, CALLED THE MANNING ADDITION.
 AH0229'
 AH0229'TO REACH THE STATION FROM THE POST OFFICE IN ROCKPORT.  GO SOUTH
 AH0229'ON CHURCH STREET FOR 1.15 MILES TO WHERE THE MAIN ROAD WILL BEAR
 AH0229'RIGHT AND A ROAD WILL CONTINUE STRAIGHT AHEAD, HERE KEEP LEFT
 AH0229'OR STRAIGHT AHEAD FOR 0.1 MILE TO WHERE THE ROAD WILL TURN
 AH0229'LEFT AND GO EASTERLY.  HERE TURN LEFT AND FOLLOW MAIN ROAD
 AH0229'EASTERLY FOR 0.1 MILE TO COAST LINE AND THE ROAD TURNS RIGHT
 AH0229'AND GOES SOUTHERLY ALONG THE SHORE-LINE.  HERE TURN RIGHT
 AH0229'AND FOLLOW THE ROAD SOUTHERLY ALONG THE SHORE-LINE FOR 0.5
 AH0229'MILE TO STATION ON THE LEFT.
 AH0229'
 AH0229'THE STATION MARKS ARE STANDARD DISK, STAMPED SHELL 2 1971.  THE
 AH0229'SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS
 AH0229'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 70 FEET SOUTHEAST
 AH0229'OF THE SOUTHWEST CORNER OF A SMALL PAINTED WHITE CINDER BLOCK
 AH0229'BEACH COTTAGE, 68 FEET EAST OF THE SOUTHEAST CORNER OF ANOTHER
 AH0229'BEACH COTTAGE, 18 FEET SOUTHEAST OF THE CENTER OF SURFACE
 AH0229'ROAD, 9 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF SURFACE ROAD,
 AH0229'21 FEET NORTHWEST OF THE HIGH-WATER LINE, 3.4 FEET NORTH OF
 AH0229'A METAL WITNESS POST AND 2.6 FEET SOUTHWEST OF A CREOSOTE
 AH0229'WOODEN WITNESS POST.
 AH0229'
 AH0229'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED SHELL 2 NO 3
 AH0229'1971, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 AH0229'WITH THE SURFACE OF THE GROUND.  IT IS 68 FEET EAST OF THE
 AH0229'SOUTHEAST CORNER OF A SMALL PAINTED WHITE CINDER BLOCK COTTAGE,
 AH0229'19 FEET SOUTHEAST OF THE CENTER OF SURFACE ROAD, 11 FEET
 AH0229'SOUTHEAST OF THE SOUTHEAST EDGE OF SURFACE ROAD, 15 FEET
 AH0229'NORTHWEST OF THE HIGH-WATER LINE AND 27 FEET NORTHEAST OF A
 AH0229'METAL WITNESS POST.
 AH0229'
 AH0229'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED SHELL 2 NO
 AH0229'4 1971, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 AH0229'WITH THE SURFACE OF THE GROUND.  IT IS 51 FEET EAST OF THE
 AH0229'NORTHEAST CORNER OF COTTAGE, 17 FEET SOUTHEAST OF THE CENTER
 AH0229'OF SURFACE ROAD, 16 FEET NORTHWEST OF HIGH-WATER LINE, 7 FEET
 AH0229'SOUTHEAST OF THE SOUTHEAST EDGE OF SURFACE ROAD AND 28 FEET
 AH0229'SOUTHWEST OF A METAL WITNESS POST.
 AH0229'
 AH0229'NO AZIMUTH MARK WAS ESTABLISHED
 AH0229
 AH0229                          STATION RECOVERY (1971)
 AH0229
 AH0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AH0229'1.85 MI S FROM ROCKPORT.
 AH0229'1.15 MILES SOUTH ALONG CHURCH STREET FROM THE POST OFFICE AT ROCKPORT,
 AH0229'TO WHERE THE MAIN ROAD BEARS RIGHT, CONTINUE STRAIGHT AHEAD 0.1 MILE,
 AH0229'TURN LEFT AND FOLLOW MAIN ROAD EASTERLY FOR 0.1 MILE TO THE COAST
 AH0229'LINE, TURN RIGHT AND FOLLOW ROAD SOUTHERLY ALONG SHORELINE FOR 0.5
 AH0229'MILE TO THE STATION ON THE LEFT.  IT IS 70 FEET SOUTHEAST OF THE
 AH0229'SOUTHWEST CORNER OF A SMALL WHITE-PAINTED CINDER BLOCK BEACH COTTAGE,
 AH0229'68 FEET EAST OF THE SOUTHEAST CORNER OF ANOTHER BEACH COTTAGE, 27.25
 AH0229'FEET NE OF REFERENCE MARK NO. 4, 26.96 FEET SW OF REFERENCE MARK NO.
 AH0229'3, 21 FEET NORTHWEST OF THE HIGH-WATER LINE, 18 FEET SOUTHEAST OF THE
 AH0229'CENTER OF SURFACE ROAD, 9 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 AH0229'SURFACE ROAD, 3.4 FEET NORTH OF A METAL WITNESS POST AND 2.6 FEET
 AH0229'SOUTHWEST OF A CREOSOTED WOODEN POST.  IT IS SET IN THE TOP OF A
 AH0229'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 AH0229
 AH0229                          STATION RECOVERY (1973)
 AH0229
 AH0229'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973 (MLM)
 AH0229'SHELL 2 1971-GOOD.
 AH0229
 AH0229                          STATION RECOVERY (1977)
 AH0229
 AH0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH0229'STATION MARK, REFERENCE MARKS 3 AND 4 WERER RECOVERED AND FOUND IN
 AH0229'GOOD CONDITION.  ALL MILAGES TO THIS STATION WERE SHORT.
 AH0229'
 AH0229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES S
 AH0229'OF ROCKPORT.
 AH0229
 AH0229                          STATION RECOVERY (1988)
 AH0229
 AH0229'RECOVERED 1988
 AH0229'RECOVERED IN GOOD CONDITION.
 AH0229
 AH0229                          STATION RECOVERY (1989)
 AH0229
 AH0229'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH0229'THE STATION WAS RECOVERED AS DESCRIBED.  THE GEODETIC POSITION WAS
 AH0229'VERIFIED AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH0229
 AH0229                          STATION RECOVERY (1991)
 AH0229
 AH0229'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AH0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0230 ***********************************************************************
 AH0230  DESIGNATION -  SHELL 2 RM 4
 AH0230  PID         -  AH0230
 AH0230  STATE/COUNTY-  TX/ARANSAS
 AH0230  USGS QUAD   -  ESTES (1975)
 AH0230
 AH0230                         *CURRENT SURVEY CONTROL
 AH0230  ___________________________________________________________________
 AH0230* NAD 83(1986)-  27 59 46.     (N)    097 03 44.     (W)     SCALED    
 AH0230* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 AH0230  ___________________________________________________________________
 AH0230  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH0230
 AH0230  VERT ORDER  -  THIRD (See Below)
 AH0230
 AH0230.The horizontal coordinates were scaled from a topographic map and have
 AH0230.an estimated accuracy of +/- 6 seconds.
 AH0230
 AH0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0230.The vertical order pertains to the NGVD 29 superseded value.
 AH0230
 AH0230.The geoid height was determined by GEOID03.
 AH0230
 AH0230;                    North         East    Units  Estimated Accuracy
 AH0230;SPC TXSC     - 4,019,620.      790,630.      MT  (+/- 180 meters Scaled)
 AH0230
 AH0230                          SUPERSEDED SURVEY CONTROL
 AH0230
 AH0230  NGVD 29 (01/29/03)    1.05   (m)            3.4    (f) RESET       3  
 AH0230
 AH0230.Superseded values are not recommended for survey control.
 AH0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0230.See file dsdata.txt to determine how the superseded data were derived.
 AH0230
 AH0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR905982(NAD 83)
 AH0230_MARKER: DR = REFERENCE MARK DISK
 AH0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0230_STAMPING: SHELL 2 NO 4 1971
 AH0230
 AH0230  HISTORY     - Date     Condition        Report By
 AH0230  HISTORY     - 1971     MONUMENTED       NGS
 AH0230  HISTORY     - 1991     GOOD             USPSQD
 AH0230
 AH0230                          STATION DESCRIPTION
 AH0230
 AH0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AH0230'1.85 MI S FROM ROCKPORT.
 AH0230'1.15 MILES SOUTH ALONG CHURCH STREET FROM THE POST OFFICE AT ROCKPORT,
 AH0230'TO WHERE THE MAIN ROAD BEARS RIGHT, CONTINUE STRAIGHT AHEAD 0.1 MILE,
 AH0230'TURN LEFT AND FOLLOW MAIN ROAD EASTERLY 0.1 MILE TO COAST LINE, TURN
 AH0230'RIGHT AND FOLLOW ROAD SOUTHERLY ALONG SHORELINE FOR 0.5 MILE TO THE
 AH0230'MARK ON THE LEFT.  IT IS 51 FEET EAST OF THE NORTHEAST CORNER OF A
 AH0230'BEACH COTTAGE 27 FEET SOUTHWEST OF TRIANGULATION STATION SHELL 2, 54
 AH0230'FEET SOUTHWEST OF SHELL 2 RM 4, 17 FEET SOUTHEAST OF THE CENTER OF
 AH0230'SURFACE ROAD, 7 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE ROAD AND
 AH0230'28 FEET SOUTHWEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A
 AH0230'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 AH0230
 AH0230                          STATION RECOVERY (1991)
 AH0230
 AH0230'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AH0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2723 ***********************************************************************
 AX2723  DESIGNATION -  SHELL AZ MK 2
 AX2723  PID         -  AX2723
 AX2723  STATE/COUNTY-  TX/LAVACA
 AX2723  USGS QUAD   -  SHERIDAN (1981)
 AX2723
 AX2723                         *CURRENT SURVEY CONTROL
 AX2723  ___________________________________________________________________
 AX2723* NAD 83(1993)-  29 23 08.98523(N)    096 39 40.13275(W)     ADJUSTED  
 AX2723* NAVD 88     -        62.0    (meters)     203.     (feet)  VERTCON   
 AX2723  ___________________________________________________________________
 AX2723  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AX2723  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX2723
 AX2723  HORZ ORDER  -  SECOND
 AX2723
 AX2723.The horizontal coordinates were established by classical geodetic methods
 AX2723.and adjusted by the National Geodetic Survey in February 1996..
 AX2723
 AX2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2723
 AX2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2723
 AX2723.The geoid height was determined by GEOID03.
 AX2723
 AX2723;                    North         East     Units Scale Factor Converg.
 AX2723;SPC TXSC     - 4,174,327.409   826,997.632   MT  0.99986364   +1 08 45.0
 AX2723;SPC TXSC     -13,695,272.51  2,713,241.40   sFT  0.99986364   +1 08 45.0
 AX2723;UTM  14      - 3,253,007.512   726,985.827   MT  1.00023579   +1 08 53.3
 AX2723
 AX2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2723!SPC TXSC     -   0.99999455  x   0.99986364  =   0.99985819
 AX2723!UTM  14      -   0.99999455  x   1.00023579  =   1.00023034
 AX2723
 AX2723                          SUPERSEDED SURVEY CONTROL
 AX2723
 AX2723  NAD 83(1986)-  29 23 08.99929(N)    096 39 40.11887(W) AD(       ) 2
 AX2723  NAD 27      -  29 23 08.11545(N)    096 39 39.21705(W) AD(       ) 2
 AX2723  NGVD 29 (07/19/86)   62.0    (m)          203.     (f) VERT ANG       
 AX2723
 AX2723.Superseded values are not recommended for survey control.
 AX2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2723.See file dsdata.txt to determine how the superseded data were derived.
 AX2723
 AX2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2698653008(NAD 83)
 AX2723_MARKER: DZ = AZIMUTH MARK DISK
 AX2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2723+STABILITY: SURFACE MOTION
 AX2723
 AX2723  HISTORY     - Date     Condition        Report By
 AX2723  HISTORY     - 1980     MONUMENTED       NGS
 AX2723
 AX2723                          STATION DESCRIPTION
 AX2723
 AX2723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2723'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF SHERIDAN, 17 MILES
 AX2723'SOUTHEAST OF HALLETTSVILLE, 11 MILES SOUTHWEST OF ROCK ISLAND ON
 AX2723'HIGHWAY RIGHT-OF-WAY.
 AX2723'
 AX2723'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90A AND
 AX2723'FARM ROAD 2437, GO SOUTH ON FARM ROAD 2437 FOR 7.1 MILES TO A
 AX2723'WIRE GATE AND TRIANGULATION STATION SHELL 1954 ON THE LEFT.
 AX2723'CONTINUE SOUTH ON FARM ROAD 2437 FOR 0.35 MILE TO THE MARK ON THE
 AX2723'LEFT AS DESCRIBED.
 AX2723'
 AX2723'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AX2723'STAMPED---SHELL 1954 AZ 2 1969---,
 AX2723'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AX2723'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2723'65 FEET EAST-SOUTHEAST FROM THE CENTER OF FARM ROAD 2437,
 AX2723'49 FEET SOUTH-SOUTHEAST FROM A UTILITY POLE,
 AX2723'4.3 FEET EAST-SOUTHEAST FROM A WIRE FENCE AND
 AX2723'2 FEET NORTH-NORTHWEST FROM A METAL WITNESS POST.
 AX2723'
 AX2723'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 AX2723'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 AX2723'
 AX2723'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AX2723'
 AX2723'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AX2723'SHELL 1954, USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2791 ***********************************************************************
 AX2791  DESIGNATION -  SHELL OIL CO TANK
 AX2791  PID         -  AX2791
 AX2791  STATE/COUNTY-  TX/FAYETTE
 AX2791  USGS QUAD   -  LA GRANGE EAST (1981)
 AX2791
 AX2791                         *CURRENT SURVEY CONTROL
 AX2791  ___________________________________________________________________
 AX2791* NAD 83(1993)-  29 59 20.05642(N)    096 49 43.82437(W)     ADJUSTED  
 AX2791* NAVD 88     -                                                        
 AX2791  ___________________________________________________________________
 AX2791  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AX2791  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX2791
 AX2791  HORZ ORDER  -  THIRD
 AX2791
 AX2791.The horizontal coordinates were established by classical geodetic methods
 AX2791.and adjusted by the National Geodetic Survey in February 1996..
 AX2791
 AX2791
 AX2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2791
 AX2791.The geoid height was determined by GEOID03.
 AX2791
 AX2791;                    North         East     Units Scale Factor Converg.
 AX2791;SPC TXSC     - 4,240,843.709   809,483.367   MT  0.99992821   +1 03 49.2
 AX2791;SPC TXSC     -13,913,501.40  2,655,780.01   sFT  0.99992821   +1 03 49.2
 AX2791;SPC TX C     - 3,041,049.754 1,038,129.550   MT  1.00003656   +1 48 18.1
 AX2791;SPC TX C     - 9,977,177.40  3,405,930.03   sFT  1.00003656   +1 48 18.1
 AX2791;UTM  14      - 3,319,540.060   709,451.904   MT  1.00014129   +1 05 08.2
 AX2791
 AX2791                          SUPERSEDED SURVEY CONTROL
 AX2791
 AX2791  NAD 83(1986)-  29 59 20.07396(N)    096 49 43.81042(W) AD(       ) 4
 AX2791  NAD 27      -  29 59 19.27200(N)    096 49 42.88400(W) AD(       ) 3
 AX2791
 AX2791.Superseded values are not recommended for survey control.
 AX2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2791.See file dsdata.txt to determine how the superseded data were derived.
 AX2791
 AX2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0945219540(NAD 83)
 AX2791_MARKER: 53 = ELEVATED TANK
 AX2791
 AX2791  HISTORY     - Date     Condition        Report By
 AX2791  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2791
 AX2791                          STATION DESCRIPTION
 AX2791
 AX2791'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2791'THIS INTERSECTION STATION IS THE WATER TANK OF THE SHELL
 AX2791'PIPE LINE CORPORATION, LOCATED ABOUT 5 MILES NW OF LA GRANGE
 AX2791'AND 500 FEET E OF PLANT AND HOUSES.  IT IS A 4-LEGGED STEEL
 AX2791'STRUCTURE 60 FEET HIGH AND PAINTED ALUMINUM.  POINT OBSERVED
 AX2791'ON, FINIAL ON APEX OF ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0989 ***********************************************************************
 CB0989  DESIGNATION -  SHELL PUMPING STA STORAGE TK
 CB0989  PID         -  CB0989
 CB0989  STATE/COUNTY-  TX/GLASSCOCK
 CB0989  USGS QUAD   -  DEWEY LAKE SE (1965)
 CB0989
 CB0989                         *CURRENT SURVEY CONTROL
 CB0989  ___________________________________________________________________
 CB0989* NAD 83(1993)-  31 49 02.23466(N)    101 31 42.06525(W)     ADJUSTED  
 CB0989* NAVD 88     -                                                        
 CB0989  ___________________________________________________________________
 CB0989  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CB0989  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CB0989
 CB0989  HORZ ORDER  -  THIRD
 CB0989
 CB0989.The horizontal coordinates were established by classical geodetic methods
 CB0989.and adjusted by the National Geodetic Survey in February 1996..
 CB0989
 CB0989
 CB0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0989
 CB0989.The geoid height was determined by GEOID03.
 CB0989
 CB0989;                    North         East     Units Scale Factor Converg.
 CB0989;SPC TX C     - 3,239,024.629   586,859.737   MT  0.99998293   -0 36 55.8
 CB0989;SPC TX C     -10,626,699.97  1,925,388.99   sFT  0.99998293   -0 36 55.8
 CB0989;UTM  14      - 3,522,968.700   260,676.567   MT  1.00030644   -1 20 01.0
 CB0989
 CB0989                          SUPERSEDED SURVEY CONTROL
 CB0989
 CB0989  NAD 83(1986)-  31 49 02.24170(N)    101 31 42.05460(W) AD(       ) 4
 CB0989  NAD 27      -  31 49 01.75600(N)    101 31 40.62000(W) AD(       ) 3
 CB0989
 CB0989.Superseded values are not recommended for survey control.
 CB0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0989.See file dsdata.txt to determine how the superseded data were derived.
 CB0989
 CB0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA6067722969(NAD 83)
 CB0989_MARKER: 51 = TANK
 CB0989
 CB0989  HISTORY     - Date     Condition        Report By
 CB0989  HISTORY     - 1932     FIRST OBSERVED   CGS
 CB0989
 CB0989                          STATION DESCRIPTION
 CB0989
 CB0989'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0988 ***********************************************************************
 CB0988  DESIGNATION -  SHELL PUMPING STA WATER TK
 CB0988  PID         -  CB0988
 CB0988  STATE/COUNTY-  TX/GLASSCOCK
 CB0988  USGS QUAD   -  DEWEY LAKE SE (1965)
 CB0988
 CB0988                         *CURRENT SURVEY CONTROL
 CB0988  ___________________________________________________________________
 CB0988* NAD 83(1993)-  31 49 05.77165(N)    101 31 46.51419(W)     ADJUSTED  
 CB0988* NAVD 88     -                                                        
 CB0988  ___________________________________________________________________
 CB0988  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CB0988  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CB0988
 CB0988  HORZ ORDER  -  THIRD
 CB0988
 CB0988.The horizontal coordinates were established by classical geodetic methods
 CB0988.and adjusted by the National Geodetic Survey in February 1996..
 CB0988
 CB0988
 CB0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0988
 CB0988.The geoid height was determined by GEOID03.
 CB0988
 CB0988;                    North         East     Units Scale Factor Converg.
 CB0988;SPC TX C     - 3,239,134.821   586,743.910   MT  0.99998317   -0 36 58.1
 CB0988;SPC TX C     -10,627,061.49  1,925,008.98   sFT  0.99998317   -0 36 58.1
 CB0988;UTM  14      - 3,523,080.372   260,562.093   MT  1.00030712   -1 20 03.5
 CB0988
 CB0988                          SUPERSEDED SURVEY CONTROL
 CB0988
 CB0988  NAD 83(1986)-  31 49 05.77869(N)    101 31 46.50354(W) AD(       ) 4
 CB0988  NAD 27      -  31 49 05.29200(N)    101 31 45.07000(W) AD(       ) 3
 CB0988
 CB0988.Superseded values are not recommended for survey control.
 CB0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0988.See file dsdata.txt to determine how the superseded data were derived.
 CB0988
 CB0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA6056223080(NAD 83)
 CB0988_MARKER: 51 = TANK
 CB0988
 CB0988  HISTORY     - Date     Condition        Report By
 CB0988  HISTORY     - 1932     FIRST OBSERVED   CGS
 CB0988  HISTORY     - 1939     GOOD             TSI
 CB0988
 CB0988                          STATION DESCRIPTION
 CB0988
 CB0988'DESCRIBED BY TOBIN SURVEYS INCORPORATED 1939
 CB0988'RECOVERED BY EDGAR TOBIN AERIAL SURVEY
 CB0988'
 CB0988'STATION RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0974 ***********************************************************************
 CB0974  DESIGNATION -  SHELL RESET
 CB0974  PID         -  CB0974
 CB0974  STATE/COUNTY-  TX/REAGAN
 CB0974  USGS QUAD   -  TEXON (1970)
 CB0974
 CB0974                         *CURRENT SURVEY CONTROL
 CB0974  ___________________________________________________________________
 CB0974* NAD 83(1993)-  31 08 27.14339(N)    101 39 26.95128(W)     ADJUSTED  
 CB0974* NAVD 88     -       898.2    (meters)    2947.     (feet)  VERTCON   
 CB0974  ___________________________________________________________________
 CB0974  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 CB0974  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CB0974
 CB0974  HORZ ORDER  -  FIRST
 CB0974
 CB0974.The horizontal coordinates were established by classical geodetic methods
 CB0974.and adjusted by the National Geodetic Survey in February 1996..
 CB0974
 CB0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0974
 CB0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0974
 CB0974.The geoid height was determined by GEOID03.
 CB0974
 CB0974;                    North         East     Units Scale Factor Converg.
 CB0974;SPC TX C     - 3,164,174.930   573,741.563   MT  0.99988469   -0 40 55.3
 CB0974;SPC TX C     -10,381,130.58  1,882,350.44   sFT  0.99988469   -0 40 55.3
 CB0974;UTM  14      - 3,448,254.411   246,631.388   MT  1.00039191   -1 22 30.1
 CB0974
 CB0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0974!SPC TX C     -   0.99986273  x   0.99988469  =   0.99974744
 CB0974!UTM  14      -   0.99986273  x   1.00039191  =   1.00025459
 CB0974
 CB0974|---------------------------------------------------------------------|
 CB0974| PID    Reference Object                     Distance      Geod. Az  |
 CB0974|                                                           dddmmss.s |
 CB0974| CB0972 HUMBLE OIL REFINERY WATER TK        249.101 METERS 04404     |
 CB0974| CH9767 TIP OF WINDMILL                                    0643518.6 |
 CB0974| CI0479 SHELL RM 3                           15.693 METERS 10109     |
 CB0974| CI0478 SHELL RM 2                           47.037 METERS 27043     |
 CB0974| CB0973 LOW                                 APPROX. 6.9 KM 3464522.4 |
 CB0974| CI0477 SHELL RM 1 AZIMUTH                  205.740 METERS 35845     |
 CB0974|---------------------------------------------------------------------|
 CB0974
 CB0974                          SUPERSEDED SURVEY CONTROL
 CB0974
 CB0974  NAD 83(1986)-  31 08 27.15429(N)    101 39 26.93658(W) AD(       ) 1
 CB0974  NAD 27      -  31 08 26.59300(N)    101 39 25.50400(W) AD(       ) 1
 CB0974  NGVD 29 (07/19/86)  897.9    (m)         2946.     (f) VERT ANG       
 CB0974
 CB0974.Superseded values are not recommended for survey control.
 CB0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0974.See file dsdata.txt to determine how the superseded data were derived.
 CB0974
 CB0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV4663148254(NAD 83)
 CB0974_MARKER: DS = TRIANGULATION STATION DISK
 CB0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0974_SP_SET: SET INTO TOP OF CONCRETE POST
 CB0974_STAMPING: SHELL 1932 1971
 CB0974_PROJECTION: FLUSH
 CB0974
 CB0974  HISTORY     - Date     Condition        Report By
 CB0974  HISTORY     - 1971     MONUMENTED       NGS
 CB0974  HISTORY     - 1981     GOOD             NGS
 CB0974
 CB0974                          STATION DESCRIPTION
 CB0974
 CB0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CB0974'THE STATION SUB-SURFACE MARK, REFERENCE MARKS 1 AND 2 WERE
 CB0974'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION SURFACE
 CB0974'MARK WAS FOUND DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 CB0974'
 CB0974'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 CB0974'
 CB0974'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF TEXON,
 CB0974'ABOUT 12 MILES SOUTHWEST OF BIG LAKE, 17 MILES EAST-SOUTHEAST
 CB0974'OF RANKIN AND ON PROPERTY OWNED BY THE UNIVERSITY OF TEXAS.
 CB0974'
 CB0974'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 67
 CB0974'AND STATE HIGHWAY 137 AT THE WEST EDGE OF BIG LAKE.  GO WESTERLY
 CB0974'ON U.S. HIGHWAY 67 FOR 9.1 MILES TO A SIDE ROAD ON THE LEFT.
 CB0974'(NOTE--3 RADIO MAST ON THE LEFT) TURN LEFT CROSSING RAILROAD
 CB0974'TRACK AND GO SOUTH FOR 0.15 MILE TO FORK, KEEP THE RIGHT FORK
 CB0974'AND GO 0.1 MILE TO A DIAGONAL CROSSROAD, HERE BEAR LEFT
 CB0974'CONTINUING STRAIGHT AHEAD SOUTH ON MAIN TRAVELED ROAD FOR 3.55
 CB0974'MILES TO WHERE THE MAIN ROAD WILL BEAR RIGHT AND GO WEST, HERE
 CB0974'BEAR RIGHT AND FOLLOW MAIN ROAD WEST FOR 2.4 MILES TO WHERE
 CB0974'THE ROAD WILL BEAR LEFT AND GO SOUTH AGAIN, HERE BEAR LEFT
 CB0974'AND FOLLOW MAIN ROAD SOUTH FOR 2.0 MILES TO END OF GRADED
 CB0974'ROAD, AND WITH A SIDE ROAD ON THE RIGHT WITH CATTLE-GUARD
 CB0974'AND SIGN READING H.O. AND R. CO.--UNIVERSITY CKI.  TURN
 CB0974'RIGHT CROSSING CATTLE-GUARD AND FOLLOW CALICHE ROAD
 CB0974'SOUTHWESTERLY FOR 0.25 MILE TO A FENCE-CORNER ON THE LEFT
 CB0974'AND REFERENCE MARK NO. 1 ON THE LEFT.  CONTINUE SOUTHWESTERLY
 CB0974'ON CALICHE ROAD FOR 0.05 MILE TO CATTLE-GUARD, HERE PASS
 CB0974'OVER CATTLE-GUARD AND THEN BEAR LEFT AND GO EAST ALONG
 CB0974'THE SOUTH SIDE OF FENCELINE FOR 0.1 MILE TO STATION ON THE LEFT
 CB0974'IN ENCLOSED LOT, WHICH APPEARS TO HAVE BEEN AN OIL
 CB0974'REFINERY PLANT AT ONE TIME.
 CB0974'
 CB0974'STATION MARKS ARE STANDARD DISKS STAMPED, SUB-SURFACE SHELL 1932,
 CB0974'THE MARK WAS NOT MOVED FROM ITS ORIGINAL POSITION, SURFACE
 CB0974'DISK SHELL 1932 1971, SET IN A ROUND CONCRETE POST THAT IS FLUSH
 CB0974'WITH THE GROUND.  IT IS 95 FEET SOUTHWEST OF THE SOUTHWEST
 CB0974'EDGE OF AN OLD OIL BACK-SLASH POND, 64 FEET NORTH OF THE CENTER
 CB0974'OF TRACK ROAD, 155 FEET EAST OF A T-FENCE-CORNER, 10.8 FEET
 CB0974'NORTH OF FENCE-LINE AND METAL WITNESS POST.
 CB0974'
 CB0974'REFERENCE MARK NO. 1 IS ABOUT 0.1 MILE NORTH OF THE STATION,
 CB0974'190 FEET EAST OF THE CENTER OF CALICHE ROAD, 133 FEET EAST OF
 CB0974'A FENCE-CORNER, 1 FOOT SOUTH OF FENCE-LINE AND METAL WITNESS
 CB0974'POST.  THE MARK IS A STANDARD DISK, SET IN A SQUARE CONCRETE
 CB0974'POST THAT PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 CB0974'SHELL NO 1 1932.
 CB0974'
 CB0974'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A SQUARE CONCRETE
 CB0974'POST THAT PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 CB0974'SHELL NO 2 1932.  IT IS 61 FEET NORTH OF THE CENTER OF TRACK
 CB0974'ROAD, 9 FEET NORTH OF A T FENCE-CORNER AND 1 FOOT EAST OF A
 CB0974'NORTH-SOUTH FENCE-LINE.
 CB0974'
 CB0974'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A SQUARE CONCRETE
 CB0974'POST THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 CB0974'SHELL 1932 NO 3 1971.  IT IS 63 FEET SOUTHWEST OF THE SOUTHWEST
 CB0974'EDGE OF AN OLD OIL BACK-SLASH POND, 58 FEET NORTH OF THE CENTER
 CB0974'OF TRACK ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE-LINE.
 CB0974'
 CB0974'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH
 CB0974'OF TEXON
 CB0974
 CB0974                          STATION RECOVERY (1981)
 CB0974
 CB0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0974'THE STATION, REFERENCE MARKS NO 1, NO 2 AND NO 3 WERE RECOVERED IN
 CB0974'GOOD CONDITION AS DESCRIBED IN 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0051 ***********************************************************************
 AH0051  DESIGNATION -  SHELL RM 1
 AH0051  PID         -  AH0051
 AH0051  STATE/COUNTY-  TX/ARANSAS
 AH0051  USGS QUAD   -  ESTES (1975)
 AH0051
 AH0051                         *CURRENT SURVEY CONTROL
 AH0051  ___________________________________________________________________
 AH0051* NAD 83(1986)-  27 59 46.     (N)    097 03 44.     (W)     SCALED    
 AH0051* NAVD 88     -         0.54   (+/-2cm)       1.8    (feet)  VERTCON   
 AH0051  ___________________________________________________________________
 AH0051  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH0051
 AH0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0051
 AH0051.The horizontal coordinates were scaled from a topographic map and have
 AH0051.an estimated accuracy of +/- 6 seconds.
 AH0051
 AH0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0051.The vertical order pertains to the NGVD 29 superseded value.
 AH0051
 AH0051.The geoid height was determined by GEOID03.
 AH0051
 AH0051;                    North         East    Units  Estimated Accuracy
 AH0051;SPC TXSC     - 4,019,620.      790,630.      MT  (+/- 180 meters Scaled)
 AH0051
 AH0051                          SUPERSEDED SURVEY CONTROL
 AH0051
 AH0051  NGVD 29 (??/??/92)    0.67   (m)            2.2    (f) COMPUTED    2 0
 AH0051
 AH0051.Superseded values are not recommended for survey control.
 AH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0051.See file dsdata.txt to determine how the superseded data were derived.
 AH0051
 AH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR905982(NAD 83)
 AH0051_MARKER: DR = REFERENCE MARK DISK
 AH0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0051_STAMPING: SHELL NO 1 1934
 AH0051
 AH0051  HISTORY     - Date     Condition        Report By
 AH0051  HISTORY     - 1934     MONUMENTED       CGS
 AH0051  HISTORY     - 1949     GOOD             NGS
 AH0051  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0051
 AH0051                          STATION DESCRIPTION
 AH0051
 AH0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0051'53.0 FT W FROM ROCKPORT.
 AH0051'53.0 FEET WEST OF TRIANGULATION STATION SHELL, DESCRIBED ABOVE, ON THE
 AH0051'WEST SIDE OF THE SHELL RIDGE, 73 FEET WEST OF THE CENTERLINE OF THE
 AH0051'ROAD, AND 30 FEET NORTHEAST OF A LARGE CLUMP OF YUCCA.  A STANDARD
 AH0051'REFERENCE-MARK DISK, STAMPED SHELL NO 1 1934 AND SET IN THE TOP OF A
 AH0051'CONCRETE POST.
 AH0051
 AH0051                          STATION RECOVERY (1978)
 AH0051
 AH0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0051'SEARCHED FOR BUT NOT RECOVERED. PRESUMED DESTROYED. SHELL RIDGE HAS
 AH0051'BEEN EXCAVATED AND HOUSES HAVE BEEN BUILT IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0052 ***********************************************************************
 AH0052  DESIGNATION -  SHELL RM 2
 AH0052  PID         -  AH0052
 AH0052  STATE/COUNTY-  TX/ARANSAS
 AH0052  USGS QUAD   -  ESTES (1975)
 AH0052
 AH0052                         *CURRENT SURVEY CONTROL
 AH0052  ___________________________________________________________________
 AH0052* NAD 83(1986)-  27 59 46.     (N)    097 03 44.     (W)     SCALED    
 AH0052* NAVD 88     -         1.75   (+/-2cm)       5.7    (feet)  VERTCON   
 AH0052  ___________________________________________________________________
 AH0052  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH0052
 AH0052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0052
 AH0052.The horizontal coordinates were scaled from a topographic map and have
 AH0052.an estimated accuracy of +/- 6 seconds.
 AH0052
 AH0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0052.The vertical order pertains to the NGVD 29 superseded value.
 AH0052
 AH0052.The geoid height was determined by GEOID03.
 AH0052
 AH0052;                    North         East    Units  Estimated Accuracy
 AH0052;SPC TXSC     - 4,019,620.      790,630.      MT  (+/- 180 meters Scaled)
 AH0052
 AH0052                          SUPERSEDED SURVEY CONTROL
 AH0052
 AH0052  NGVD 29 (??/??/92)    1.88   (m)            6.2    (f) COMPUTED    2 0
 AH0052
 AH0052.Superseded values are not recommended for survey control.
 AH0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0052.See file dsdata.txt to determine how the superseded data were derived.
 AH0052
 AH0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR905982(NAD 83)
 AH0052_MARKER: DR = REFERENCE MARK DISK
 AH0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0052_STAMPING: SHELL NO 2 1934
 AH0052
 AH0052  HISTORY     - Date     Condition        Report By
 AH0052  HISTORY     - 1934     MONUMENTED       CGS
 AH0052  HISTORY     - 1949     GOOD             NGS
 AH0052  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0052
 AH0052                          STATION DESCRIPTION
 AH0052
 AH0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0052'75.5 FT N FROM ROCKPORT.
 AH0052'75.5 FEET NORTH OF TRIANGULATION STATION SHELL, DESCRIBED ABOVE, ON
 AH0052'THE TOP OF THE SHEEL RIDGE, 30 FEET WEST OF THE CENTERLINE OF THE
 AH0052'ROAD, AND 5 FEET HIGHER THAN THE ROAD.  A STANDARD REFERENCE-MARK
 AH0052'DISK, STAMPED SHELL NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST
 AH0052'PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AH0052
 AH0052                          STATION RECOVERY (1978)
 AH0052
 AH0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0052'SEARCHED FOR BUT NOT RECOVERED. PRESUMED DESTROYED. SHELL RIDGE
 AH0052'HAS BEEN EXCAVATED, AND HOUSES HAVE BEEN BUILT IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1748 ***********************************************************************
 AW1748  DESIGNATION -  SHELL RM 3
 AW1748  PID         -  AW1748
 AW1748  STATE/COUNTY-  TX/HARRIS
 AW1748  USGS QUAD   -  PASADENA (1995)
 AW1748
 AW1748                         *CURRENT SURVEY CONTROL
 AW1748  ___________________________________________________________________
 AW1748* NAD 83(1986)-  29 42 41.     (N)    095 07 49.     (W)     SCALED    
 AW1748* NAVD 88     -         7.79   (+/-2cm)      25.6    (feet)  VERTCON   
 AW1748  ___________________________________________________________________
 AW1748  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1748  OBS GRAVITY -     979,285.3   (mgal)                       GRAV_OBS
 AW1748
 AW1748  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1748
 AW1748.The horizontal coordinates were scaled from a topographic map and have
 AW1748.an estimated accuracy of +/- 6 seconds.
 AW1748
 AW1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1748.The vertical order pertains to the NGVD 29 superseded value.
 AW1748
 AW1748.The geoid height was determined by GEOID03.
 AW1748.The observed gravity was obtained from relative gravimeter ties
 AW1748.to the IGSN71 gravity network.
 AW1748
 AW1748;                    North         East    Units  Estimated Accuracy
 AW1748;SPC TXSC     - 4,214,330.      974,340.      MT  (+/- 180 meters Scaled)
 AW1748
 AW1748                          SUPERSEDED SURVEY CONTROL
 AW1748
 AW1748  NGVD 29 (??/??/92)    7.787  (m)           25.55   (f) ADJ UNCH    1 1
 AW1748
 AW1748.Superseded values are not recommended for survey control.
 AW1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1748.See file dsdata.txt to determine how the superseded data were derived.
 AW1748
 AW1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN939887(NAD 83)
 AW1748_MARKER: DR = REFERENCE MARK DISK
 AW1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1748_STAMPING: SHELL NO 3 1942
 AW1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1748+STABILITY: SURFACE MOTION
 AW1748
 AW1748  HISTORY     - Date     Condition        Report By
 AW1748  HISTORY     - 1942     MONUMENTED       CGS
 AW1748  HISTORY     - 1973     GOOD             NGS
 AW1748  HISTORY     - 1976     GOOD             NGS
 AW1748  HISTORY     - 1976     GOOD             NGS
 AW1748  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1748  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1748  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1748  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1748  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1748  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1748  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1748  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1748  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW1748  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1748  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW1748  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1748
 AW1748                          STATION DESCRIPTION
 AW1748
 AW1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1748'1.2 MI NW FROM DEER PARK.
 AW1748'ABOUT 0.85 MILE NORTH ALONG CENTER ST. FROM THE CITY HALL AT DEER
 AW1748'PARK, THENCE 0.35 MILE WEST ALONG STATE HIGHWAY 225, ABOUT 0.15 MILE
 AW1748'WEST OF A SHELL SERVICE STATION, 58 FEET NORTH OF THE CENTER LINE OF
 AW1748'THE NORTH LANE OF THE HIGHWAY, 87 FEET WEST OF A POWER POLE, 97 FEET
 AW1748'SOUTHEAST OF THE CENTER OF A STEEL GATE AT THE ENTRANCE NO. 6, 70.3
 AW1748'FEET SOUTH OF A CHAIN LINK FENCE, 1 FOOT WEST OF A METAL WITNESS POST,
 AW1748'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AW1748'PROJECTING 7 INCHES.
 AW1748
 AW1748                          STATION RECOVERY (1976)
 AW1748
 AW1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1748'RECOVERED IN GOOD CONDITION.
 AW1748
 AW1748                          STATION RECOVERY (1976)
 AW1748
 AW1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1748'RECOVERED IN GOOD CONDITION.
 AW1748
 AW1748                          STATION RECOVERY (1978)
 AW1748
 AW1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1748'NOT RECOVERED.  NOTE=MARK BELIEVED TO HAVE BEEN DESTROYED DUE TO
 AW1748'NEW ROAD BEING BUILT.
 AW1748
 AW1748                          STATION RECOVERY (1987)
 AW1748
 AW1748'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1748'MARK NOT FOUND.
 AW1748
 AW1748                          STATION RECOVERY (1988)
 AW1748
 AW1748'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1748'MARK NOT FOUND.
 AW1748
 AW1748                          STATION RECOVERY (1988)
 AW1748
 AW1748'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1748'MARK NOT FOUND.
 AW1748
 AW1748                          STATION RECOVERY (1988)
 AW1748
 AW1748'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1748'MARK NOT FOUND.
 AW1748
 AW1748                          STATION RECOVERY (1989)
 AW1748
 AW1748'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1748'MARK NOT FOUND.
 AW1748
 AW1748                          STATION RECOVERY (1990)
 AW1748
 AW1748'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1748'MARK NOT FOUND.
 AW1748
 AW1748                          STATION RECOVERY (1998)
 AW1748
 AW1748'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1748'MARK NOT FOUND.
 AW1748
 AW1748                          STATION RECOVERY (1999)
 AW1748
 AW1748'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1748'MARK NOT FOUND.
 AW1748
 AW1748                          STATION RECOVERY (2001)
 AW1748
 AW1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1748'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1748
 AW1748                          STATION RECOVERY (2004)
 AW1748
 AW1748'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1748'MARK NOT FOUND.
 AW1748
 AW1748                          STATION RECOVERY (2005)
 AW1748
 AW1748'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1389 ***********************************************************************
 AH1389  DESIGNATION -  SHELLS 2
 AH1389  PID         -  AH1389
 AH1389  STATE/COUNTY-  TX/KENEDY
 AH1389  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1389
 AH1389                         *CURRENT SURVEY CONTROL
 AH1389  ___________________________________________________________________
 AH1389* NAD 83(1993)-  27 13 56.10192(N)    097 21 35.85157(W)     ADJUSTED  
 AH1389* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 AH1389  ___________________________________________________________________
 AH1389  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AH1389  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AH1389
 AH1389  HORZ ORDER  -  THIRD
 AH1389
 AH1389.The horizontal coordinates were established by classical geodetic methods
 AH1389.and adjusted by the National Geodetic Survey in February 1996..
 AH1389
 AH1389.The orthometric height was scaled from a topographic map.
 AH1389
 AH1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1389
 AH1389.The geoid height was determined by GEOID03.
 AH1389
 AH1389;                    North         East     Units Scale Factor Converg.
 AH1389;SPC TX S     - 5,173,963.869   412,908.775   MT  0.99990290   +0 31 03.3
 AH1389;SPC TX S     -16,974,913.13  1,354,684.87   sFT  0.99990290   +0 31 03.3
 AH1389;UTM  14      - 3,013,223.289   662,394.363   MT  0.99992555   +0 45 02.3
 AH1389
 AH1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1389!SPC TX S     -   1.00000155  x   0.99990290  =   0.99990445
 AH1389!UTM  14      -   1.00000155  x   0.99992555  =   0.99992710
 AH1389
 AH1389                          SUPERSEDED SURVEY CONTROL
 AH1389
 AH1389  NAD 83(1986)-  27 13 56.11933(N)    097 21 35.82935(W) AD(       ) 3
 AH1389  NAD 27      -  27 13 54.94400(N)    097 21 34.89200(W) AD(       ) 3
 AH1389
 AH1389.Superseded values are not recommended for survey control.
 AH1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1389.See file dsdata.txt to determine how the superseded data were derived.
 AH1389
 AH1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6239413223(NAD 83)
 AH1389_MARKER: DS = TRIANGULATION STATION DISK
 AH1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1389
 AH1389  HISTORY     - Date     Condition        Report By
 AH1389  HISTORY     - 1912     MONUMENTED       CGS
 AH1389  HISTORY     - 1938     MARK NOT FOUND   CGS
 AH1389  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1389
 AH1389                          STATION DESCRIPTION
 AH1389
 AH1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1389'NEAR THE OUTSIDE BEACH OF PADRE ISLAND, 2-1/2 METERS (8 FEET)
 AH1389'E OF THE SUMMIT OF THE HIGHEST AND MOST CONSPICUOUS HILL
 AH1389'WITHIN 2 MILES IN EITHER DIRECTION.  SURFACE AND UNDERGROUND
 AH1389'MARKS ARE STANDARD BRONZE DISKS IN CONCRETE.
 AH1389'A CYLINDER OF CONCRETE, DESCRIBES
 AH1389'THE REFERENCE MARK WHICH IS 25.61 METERS (84.0 FEET) FROM
 AH1389'THE STATION N 83 DEG 52 MIN W.  OTHER BEARINGS
 AH1389'ARE--TO CENTER OF MOTTE CARNESTOLIENDOS, S 44 DEG 28 MIN W.
 AH1389'TO BLACK HUMMOCK PADRE BEACH, N 58 DEG 10 MIN W.
 AH1389
 AH1389                          STATION RECOVERY (1938)
 AH1389
 AH1389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1389'STATION AND REFERENCE MARKS DESTROYED.  ALL MARKS WERE FOUND
 AH1389'LYING ON THE BEACH.
 AH1389
 AH1389                          STATION RECOVERY (1969)
 AH1389
 AH1389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1389'THIS STATION WAS REPORTED AS BEING DESTROYED IN 1938.  A
 AH1389'SEARCH FOR SHELLS 1877 AND SHELLS 2 WAS MADE BY THIS PARTY
 AH1389'BUT NO MARKS WERE FOUND.  PROBABLY DESTROYED BY STORMS.
 AH1389'
 AH1389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 AH1389'28 MILES SOUTH OF CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1105 ***********************************************************************
 CA1105  DESIGNATION -  SHELTON
 CA1105  PID         -  CA1105
 CA1105  STATE/COUNTY-  TX/MCCULLOCH
 CA1105  USGS QUAD   -  WEST SWEDEN (1987)
 CA1105
 CA1105                         *CURRENT SURVEY CONTROL
 CA1105  ___________________________________________________________________
 CA1105* NAD 83(1993)-  31 14 37.46187(N)    099 27 15.09450(W)     ADJUSTED  
 CA1105* NAVD 88     -       611.0    (meters)    2005.     (feet)  VERTCON   
 CA1105  ___________________________________________________________________
 CA1105  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CA1105  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CA1105
 CA1105  HORZ ORDER  -  FIRST
 CA1105
 CA1105.The horizontal coordinates were established by classical geodetic methods
 CA1105.and adjusted by the National Geodetic Survey in February 1996..
 CA1105
 CA1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1105
 CA1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1105
 CA1105.The geoid height was determined by GEOID03.
 CA1105
 CA1105;                    North         East     Units Scale Factor Converg.
 CA1105;SPC TX C     - 3,175,158.138   783,737.312   MT  0.99989065   +0 27 10.1
 CA1105;SPC TX C     -10,417,164.66  2,571,311.50   sFT  0.99989065   +0 27 10.1
 CA1105;UTM  14      - 3,456,703.808   456,750.459   MT  0.99962307   -0 14 08.1
 CA1105
 CA1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1105!SPC TX C     -   0.99990780  x   0.99989065  =   0.99979846
 CA1105!UTM  14      -   0.99990780  x   0.99962307  =   0.99953090
 CA1105
 CA1105:                Primary Azimuth Mark                     Grid Az
 CA1105:SPC TX C     -  MELVIN MUNICIPAL TANK                    246 09 21.9
 CA1105:UTM  14      -  MELVIN MUNICIPAL TANK                    246 50 40.1
 CA1105
 CA1105|---------------------------------------------------------------------|
 CA1105| PID    Reference Object                     Distance      Geod. Az  |
 CA1105|                                                           dddmmss.s |
 CA1105| CA1121 MELVIN MUNICIPAL TANK               APPROX.13.2 KM 2463632.0 |
 CA1105| CV6302 SHELTON RM 2                         17.755 METERS 27245     |
 CA1105| CV6300 SHELTON AZ MK                                      2855221.2 |
 CA1105| CV6301 SHELTON RM 1                         16.165 METERS 34833     |
 CA1105|---------------------------------------------------------------------|
 CA1105
 CA1105                          SUPERSEDED SURVEY CONTROL
 CA1105
 CA1105  NAD 83(1986)-  31 14 37.47011(N)    099 27 15.08015(W) AD(       ) 1
 CA1105  NAD 27      -  31 14 36.86261(N)    099 27 13.87205(W) AD(       ) 1
 CA1105  NGVD 29 (07/19/86)  610.9    (m)         2004.     (f) VERT ANG       
 CA1105
 CA1105.Superseded values are not recommended for survey control.
 CA1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1105.See file dsdata.txt to determine how the superseded data were derived.
 CA1105
 CA1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5675056704(NAD 83)
 CA1105_MARKER: DS = TRIANGULATION STATION DISK
 CA1105_SETTING: 66 = SET IN ROCK OUTCROP
 CA1105
 CA1105  HISTORY     - Date     Condition        Report By
 CA1105  HISTORY     - 1935     MONUMENTED       CGS
 CA1105  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 CA1105  HISTORY     - 1960     MARK NOT FOUND   USGS
 CA1105  HISTORY     - 1970     GOOD             NGS
 CA1105  HISTORY     - 1971     GOOD             NGS
 CA1105
 CA1105                          STATION DESCRIPTION
 CA1105
 CA1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1105'STATION IS ON A DIVIDE BETWEEN BRADY CREEK AND THE COLORADO
 CA1105'RIVER, THE HIGHEST GROUND IN THE IMMEDIATE VICINITY, ON
 CA1105'PROPERTY OF J.K. SHELTON.  IT IS 2 MILES SE OF SETTLEMENT
 CA1105'OF BROADMOOR, 6.5 MILES NNE OF WHITE LAND, 4 MILES N AND 0.75
 CA1105'MILE W OF WEST SWEDEN.  STATION IS 150 FEET N OF FENCE LINE,
 CA1105'58 FEET E OF WINDMILL, AND ABOUT 100 YARDS NNW OF LARGE CONCRETE
 CA1105'TANK.
 CA1105'
 CA1105'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 CA1105'OUTCROPPING BEDROCK SURROUNDED BY A TRIANGLE CHISELED IN
 CA1105'THE ROCK.
 CA1105'
 CA1105'REFERENCE MARKS ARE STANDARD DISKS SET IN AN IRREGULAR MASS
 CA1105'OF CONCRETE.
 CA1105'
 CA1105'AZIMUTH MARK IS A STANDARD DISK REFERENCE MARK SET IN A
 CA1105'SQUARE BLOCK OR POST OF CONCRETE.
 CA1105'
 CA1105'REFERENCE MARK NO. 1 IS N OF STATION, 60 FEET NE OF WINDMILL.
 CA1105'
 CA1105'REFERENCE MARK NO. 2 IS W OF STATION, 10 FEET S OF WINDMILL.
 CA1105'
 CA1105'AZIMUTH MARK IS WSW OF STATION, 20 FEET S OF TRAIL FOLLOWING
 CA1105'FENCE, 2.0 FEET N OF FENCE.  TO REACH FROM STATION GO W ON
 CA1105'TRAIL FOR 0.35 MILE TO MARK ON LEFT 148 FEET E OF GATE.
 CA1105'
 CA1105'TO REACH FROM COURTHOUSE IN BRADY, GO W ON U.S. HIGHWAY
 CA1105'385, FOR 4.4 MILES, THENCE LEFT (W) FOR 4.1 MILES TO WEST
 CA1105'SWEDEN, CONTINUE ON HIGHWAY 385, FOR 0.5 MILE TO T-ROAD,
 CA1105'THENCE RIGHT (N) FOR 4.0 MILES TO GATE ON RIGHT OPPOSITE
 CA1105'POINT WHERE ROAD TURNS LEFT, ENTER GATE AND FOLLOW TRAIL
 CA1105'ALONG EW FENCE FOR 0.4 MILE TO WINDMILL AND STATION ON RIGHT.
 CA1105'
 CA1105'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA1105
 CA1105                          STATION RECOVERY (1937)
 CA1105
 CA1105'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1105'DESCRIPTION GIVEN BY C.I.A., IS GOOD TO GATE.  ROAD ENDS
 CA1105'AT THAT POINT AND GATE IS LOCKED.  FOLLOW FENCE LINE TO TOP
 CA1105'OF GRADE AND WINDMILL IS ON LEFT.  STATION IS ABOUT 40 FEET
 CA1105'E OF WINDMILL AND SURFACE MARK DESTROYED.
 CA1105'
 CA1105'REFERENCE AND AZIMUTH MARKS ARE IN GOOD CONDITION.
 CA1105
 CA1105                          STATION RECOVERY (1960)
 CA1105
 CA1105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CA1105'A THOROUGH SEARCH AND EXTENSIVE DIGGING WAS MADE FOR THIS
 CA1105'STATION.  FAILED TO RECOVER A SURFACE MARK.  THERE WAS NO
 CA1105'UNDERGROUND MARK ESTABLISHED.
 CA1105'
 CA1105'THE REFERENCE MARKS AND AZIMUTH MARK ARE IN GOOD CONDITION.
 CA1105
 CA1105                          STATION RECOVERY (1970)
 CA1105
 CA1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CA1105'THE STATION MARK, REFERENCE AND AZIMUTH MARKS WERE RECOVERED
 CA1105'AND FOUND IN GOOD CONDITION.  A DIFFERENCE OF 5.92 FEET WAS
 CA1105'FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2, ALSO A DIFFERENCE
 CA1105'OF 100 DEGREES WAS FOUND IN THE ANGLE BETWEEN THE REFERENCE
 CA1105'MARKS.  THE DEGREES SHOULD READ 252 RATHER THEN 152 AS SHOWN
 CA1105'IN THE 1935 OBSERVATIONS FOR REFERENCE MARK NO. 2.  THE
 CA1105'DIRECTION TO THE AZIMUTH MARK WAS NOT CHECKED DUE TO THE
 CA1105'LARGE AMOUNT OF HEAVY GROWTH OF SCRUB OAK TREES ON LINE OF
 CA1105'SIGHT.
 CA1105'
 CA1105'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 CA1105'
 CA1105'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF BRADY,
 CA1105'8-1/2 MILES NORTHEAST OF MELVIN, 5 MILES SOUTHEAST OF PEAR
 CA1105'VALLEY AND ON PASTURE LAND OWNED BY MR. J.T. WOODWARD WHO
 CA1105'LIVES IN PEAR VALLEY.
 CA1105'
 CA1105'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CA1105'87, 190, 283 AND 377 AT THE CITY SQUARE IN BRADY, GO WESTERLY
 CA1105'ON U.S. HIGHWAYS 87 AND 283 FOR 3.6 MILES TO THE INTERSECTION
 CA1105'OF U.S. HIGHWAYS 87 AND 283.  KEEP LEFT AND CONTINUE WESTERLY
 CA1105'ON U.S. HIGHWAY 87 FOR 4.2 MILES TO THE JUNCTION OF FARM
 CA1105'ROAD 3022 ON THE LEFT.  TURN RIGHT AND GO NORTH ON GRADED ROAD
 CA1105'FOR 0.3 MILE TO WHERE THE MAIN ROAD WILL BEAR LEFT AND GO
 CA1105'WESTERLY, BEAR LEFT AND GO WESTERLY ON MAIN ROAD FOR 0.5
 CA1105'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH
 CA1105'ON BLADED ROAD FOR 3.9 MILES TO END OF BLADED ROAD AND GATES
 CA1105'ON THE RIGHT AND LEFT.  TURN RIGHT PASSING THROUGH GATE AND
 CA1105'FOLLOW TRACK ROAD EASTERLY FOR 0.05 MILE TO AZIMUTH MARK
 CA1105'ON THE RIGHT IN FENCE-LINE.  CONTINUE STRAIGHT AHEAD
 CA1105'EASTERLY ON TRACK ROAD FOR 0.3 MILE TO FORK IN TRACK ROAD,
 CA1105'HERE BEAR LEFT AND FOLLOW TRACK ROAD EASTERLY FOR 0.05
 CA1105'MILE TO WIND-MILL AND STATION.
 CA1105'
 CA1105'STATION MARK IS A STANDARD DISK STAMPED SHELTON 1935, THAT
 CA1105'IS SET IN A DRILL-HOLE IN BEDROCK THAT IS ABOUT 8-INCHES
 CA1105'BELOW THE SURFACE OF THE GROUND.  IT IS 118 FEET NORTH-NORTHWEST
 CA1105'OF THE NORTHEAST CORNER OF BUILDING, 83 FEET EAST OF THE
 CA1105'CENTER (VERTICAL WATER-LINE) OF WIND-MILL, 24.0 FEET EAST OF
 CA1105'WATER-WELL WITH ELECTRIC PUMP AND 15.0 FEET EAST OF A HIGH-LINE
 CA1105'POLE.
 CA1105'
 CA1105'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SHELTON NO
 CA1105'1 1935, SET IN A DRILL-HOLE IN BEDROCK THAT IS FLUSH WITH
 CA1105'THE GROUND.  IT IS 75.6 FEET EAST-NORTHEAST OF THE CENTER
 CA1105'(VERTICAL WATER-LINE) OF WIND-MILL, 50 FEET NORTH-NORTHEAST
 CA1105'OF WATER-WELL WITH ELECTRIC PUMP AND 29 FEET NORTH OF THE
 CA1105'CENTER OF TRACK ROAD.
 CA1105'
 CA1105'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SHELTON NO
 CA1105'2 1935, SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 CA1105'GROUND.  IT IS 32.2 FEET WEST OF A WATER WELL WITH ELECTRIC
 CA1105'PUMP, 29.6 FEET SOUTHEAST OF THE CENTER (VERTICAL WATER-LINE)
 CA1105'WIND-MILL, 126 FEET NORTH OF A SMALL WATER STORAGE TANK
 CA1105'AND IN THE CENTER OF TRACK ROAD.
 CA1105'
 CA1105'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 CA1105'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 156 FEET EAST
 CA1105'OF THE GATE AT THE END OF THE MAIN BLADED ROAD, 25 FEET SOUTH
 CA1105'OF THE CENTER OF TRACK ROAD AND 1.8 FEET NORTH OF A METAL
 CA1105'WITNESS POST AND FENCE-LINE.
 CA1105'
 CA1105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CA1105'SOUTHEAST OF PEAR VALLEY
 CA1105
 CA1105                          STATION RECOVERY (1971)
 CA1105
 CA1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1105'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 CA1105'IN THE 1970 RECOVERY NOTE BY L.F. SMITH, WITH THE FOLLOWING
 CA1105'EXCEPTIONS--A USC AND GS WITNESS SIGN WAS MOUNTED ON POWER
 CA1105'POLE 15 FEET WEST OF STATION THIS DATE.
 CA1105'
 CA1105'THE REFERENCE MARKS APPEAR TO BE SET IN CONCRETE MASSES FLUSH
 CA1105'WITH GROUND, RATHER THAN IN BEDROCK.
 CA1105'
 CA1105'NOTE--SIGHT AND MEASUREMENT TO REFERENCE MARK NO. 2 OBSTRUCTED BY
 CA1105'WELL HOUSE 24 FEET WEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0941 ***********************************************************************
 CU0941  DESIGNATION -  SHEP
 CU0941  PID         -  CU0941
 CU0941  STATE/COUNTY-  TX/TAYLOR
 CU0941  USGS QUAD   -  HYLTON (1967)
 CU0941
 CU0941                         *CURRENT SURVEY CONTROL
 CU0941  ___________________________________________________________________
 CU0941* NAD 83(1993)-  32 10 43.77895(N)    100 08 27.19173(W)     ADJUSTED  
 CU0941* NAVD 88     -       692.     (meters)    2270.     (feet)  SCALED    
 CU0941  ___________________________________________________________________
 CU0941  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CU0941  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CU0941
 CU0941  HORZ ORDER  -  THIRD
 CU0941
 CU0941.The horizontal coordinates were established by classical geodetic methods
 CU0941.and adjusted by the National Geodetic Survey in February 1996..
 CU0941
 CU0941.The orthometric height was scaled from a topographic map.
 CU0941
 CU0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0941
 CU0941.The geoid height was determined by GEOID03.
 CU0941
 CU0941;                    North         East     Units Scale Factor Converg.
 CU0941;SPC TXNC     - 2,058,003.589   445,257.360   MT  0.99998771   -0 53 41.7
 CU0941;SPC TXNC     - 6,751,966.77  1,460,815.19   sFT  0.99998771   -0 53 41.7
 CU0941;SPC TX C     - 3,278,524.012   718,151.188   MT  1.00009276   +0 05 56.8
 CU0941;SPC TX C     -10,756,290.86  2,356,134.36   sFT  1.00009276   +0 05 56.8
 CU0941;UTM  14      - 3,560,827.989   392,443.744   MT  0.99974266   -0 36 27.6
 CU0941
 CU0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0941!SPC TXNC     -   0.99989541  x   0.99998771  =   0.99988313
 CU0941!SPC TX C     -   0.99989541  x   1.00009276  =   0.99998816
 CU0941!UTM  14      -   0.99989541  x   0.99974266  =   0.99963810
 CU0941
 CU0941:                Primary Azimuth Mark                     Grid Az
 CU0941:SPC TXNC     -  HACK DRILLING CO RADIO MAST              066 01 08.2
 CU0941:SPC TX C     -  HACK DRILLING CO RADIO MAST              065 01 29.7
 CU0941:UTM  14      -  HACK DRILLING CO RADIO MAST              065 43 54.1
 CU0941
 CU0941|---------------------------------------------------------------------|
 CU0941| PID    Reference Object                     Distance      Geod. Az  |
 CU0941|                                                           dddmmss.s |
 CU0941| CU0935 HACK DRILLING CO RADIO MAST         APPROX. 8.9 KM 0650726.5 |
 CU0941| CX8636 SHEP RM 1                            16.890 METERS 09443     |
 CU0941| CX8637 SHEP RM 2                            19.486 METERS 26716     |
 CU0941| CX8635 SHEP AZ MK                                         3473347.9 |
 CU0941|---------------------------------------------------------------------|
 CU0941
 CU0941                          SUPERSEDED SURVEY CONTROL
 CU0941
 CU0941  NAD 83(1986)-  32 10 43.78480(N)    100 08 27.17908(W) AD(       ) 3
 CU0941  NAD 27      -  32 10 43.30720(N)    100 08 25.83490(W) AD(       ) 3
 CU0941
 CU0941.Superseded values are not recommended for survey control.
 CU0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0941.See file dsdata.txt to determine how the superseded data were derived.
 CU0941
 CU0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9244460828(NAD 83)
 CU0941_MARKER: DS = TRIANGULATION STATION DISK
 CU0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0941
 CU0941  HISTORY     - Date     Condition        Report By
 CU0941  HISTORY     - 1961     MONUMENTED       CGS
 CU0941
 CU0941                          STATION DESCRIPTION
 CU0941
 CU0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0941'THE STATION IS APPROXIMATLEY 4 MILES NORTHEAST OF HYLTON, 2
 CU0941'MILES NORTHWEST OF SHEP, 1/4 MILE EAST OF THE NOLAN-TAYLOR
 CU0941'COUNTY LINE, IN PASTURE LAND OWNED BY MR. M.L. MURPHEY.
 CU0941'
 CU0941'TO REACH FROM SHEP, GO NORTHERLY ON A PAVED ROAD 0.8 MILE TO A
 CU0941'T-ROAD, 0.05 MILES BEYOND THE END OF THE SURFACED ROAD.  TURN
 CU0941'RIGHT, THEN LEFT AND CONTINUE NORTHERLY ON A GRAVEL ROAD 0.9
 CU0941'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST, SOUTH
 CU0941'AND WEST ON THE MAIN GRAVEL ROAD 1.1 MILES TO A FIELD ENTRANCE ON
 CU0941'THE RIGHT, AN ALUMINUM GATE ON THE LEFT AND THE STATION ON THE
 CU0941'RIGHT JUST NORTH OF THE RIGHT-OF-WAY FENCE.
 CU0941'
 CU0941'STATION MARKS ARE STANDARD DISKS STAMPED SHEP 1961.  THE SURFACE
 CU0941'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CU0941'IT IS 106 FEET WEST OF THE WEST GATE POST OF THE FIELD ENTRANCE,
 CU0941'27 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 4.5 FEET NORTH
 CU0941'OF A METAL WITNESS POST IN THE RIGHT-OF-WAY FENCE.  THE
 CU0941'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 CU0941'INCHES BELOW THE SURFACE OF THE GROUND.
 CU0941'
 CU0941'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SHEP NO 1 1961,
 CU0941'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 CU0941'IS 50 FEET WEST OF THE WEST GATE POST OF THE FIELD ENTRANCE, 24
 CU0941'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH
 CU0941'OF THE RIGHT-OF-WAY FENCE.
 CU0941'
 CU0941'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SHEP NO 2 1961,
 CU0941'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 CU0941'IS 160 FEET EAST OF A T-FENCE CORNER, 22 FEET NORTH OF THE
 CU0941'CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 CU0941'FENCE.
 CU0941'
 CU0941'AZIMUTH MARK IS A STANDARD DISK STAMPED SHEP 1961, SET IN A
 CU0941'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS APPROXIMATELY
 CU0941'200 FEET NORTH OF AN EAST-WEST FENCE, 34 FEET NORTHEAST OF A
 CU0941'LARGE, LONE MESQUITE BUSH AND 1.7 FEET SOUTHEAST OF A METAL
 CU0941'WITNESS POST.
 CU0941'
 CU0941'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A FIELD
 CU0941'ROAD FOR 0.35 MILES TO A GATE IN THE NORTHWEST CORNER OF A FENCE.
 CU0941'PASS THROUGH THE GATE, TURN RIGHT AND GO EAST ALONG THE NORTH
 CU0941'SIDE OF THE FENCE 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT
 CU0941'ON THE SOUTHEAST POINT OF A KNOLL.
 CU0941'
 CU0941'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0781 ***********************************************************************
 DO0781  DESIGNATION -  SHEP
 DO0781  PID         -  DO0781
 DO0781  STATE/COUNTY-  TX/WICHITA
 DO0781  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0781
 DO0781                         *CURRENT SURVEY CONTROL
 DO0781  ___________________________________________________________________
 DO0781* NAD 83(1993)-  33 59 01.22299(N)    098 30 14.68809(W)     ADJUSTED  
 DO0781* NAVD 88     -       308.39   (+/-2cm)    1011.8    (feet)  VERTCON   
 DO0781  ___________________________________________________________________
 DO0781  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DO0781  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DO0781
 DO0781  HORZ ORDER  -  THIRD
 DO0781  VERT ORDER  -  THIRD ? (See Below)
 DO0781
 DO0781.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0781
 DO0781.The horizontal coordinates were established by classical geodetic methods
 DO0781.and adjusted by the National Geodetic Survey in February 1996..
 DO0781
 DO0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0781.The vertical order pertains to the NGVD 29 superseded value.
 DO0781
 DO0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0781
 DO0781.The geoid height was determined by GEOID03.
 DO0781
 DO0781;                    North         East     Units Scale Factor Converg.
 DO0781;SPC TXNC     - 2,256,945.938   599,622.994   MT  1.00000479   -0 00 08.0
 DO0781;SPC TXNC     - 7,404,663.46  1,967,263.11   sFT  1.00000479   -0 00 08.0
 DO0781;UTM  14      - 3,760,456.487   545,806.111   MT  0.99962586   +0 16 37.9
 DO0781
 DO0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0781!SPC TXNC     -   0.99995589  x   1.00000479  =   0.99996068
 DO0781!UTM  14      -   0.99995589  x   0.99962586  =   0.99958176
 DO0781
 DO0781|---------------------------------------------------------------------|
 DO0781| PID    Reference Object                     Distance      Geod. Az  |
 DO0781|                                                           dddmmss.s |
 DO0781| DO0782 SHEP 1961 RM 2                      311.275 METERS 00034     |
 DO0781| DO0783 SHEPPARD AFB TANK                   APPROX. 0.8 KM 0185001.8 |
 DO0781| DO0780 SHEP 1961 RM 1                      233.844 METERS 09029     |
 DO0781| DO0364 F 903                                              1703842.2 |
 DO0781| DO0784 AIRPORT BCN SHEPPARD AFB            APPROX. 2.0 KM 1882335.1 |
 DO0781| CX8638 SHEP RM 3                            24.804 METERS 21950     |
 DO0781| CX8639 SHEP RM 4                            26.470 METERS 32412     |
 DO0781|---------------------------------------------------------------------|
 DO0781
 DO0781                          SUPERSEDED SURVEY CONTROL
 DO0781
 DO0781  NAD 83(1993)-  33 59 01.22310(N)    098 30 14.68787(W) AD(       ) 3
 DO0781  NAD 83(1986)-  33 59 01.22675(N)    098 30 14.67497(W) AD(       ) 3
 DO0781  NAD 27      -  33 59 00.88520(N)    098 30 13.48050(W) AD(       ) 3
 DO0781  NGVD 29 (07/19/86)  308.29   (m)         1011.4    (f) LEVELING    3  
 DO0781
 DO0781.Superseded values are not recommended for survey control.
 DO0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0781.See file dsdata.txt to determine how the superseded data were derived.
 DO0781
 DO0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4580660456(NAD 83)
 DO0781_MARKER: DS = TRIANGULATION STATION DISK
 DO0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0781
 DO0781  HISTORY     - Date     Condition        Report By
 DO0781  HISTORY     - 1961     MONUMENTED       CGS
 DO0781  HISTORY     - 1965     GOOD             CGS
 DO0781  HISTORY     - 1968     GOOD             CGS
 DO0781  HISTORY     - 1975     GOOD             NGS
 DO0781  HISTORY     - 20010525 GOOD             USPSQD
 DO0781
 DO0781                          STATION DESCRIPTION
 DO0781
 DO0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 DO0781'THE STATION IS APPROXIMATELY 6 MILES NORTHWEST OF THE CENTER
 DO0781'OF WICHITA FALLS, ON THE SHEPPARD AIR FORCE BASE, 1/4 MILE
 DO0781'NORTHWEST OF A NEW CONTROL TOWER AND HANGAR BUILDINGS, 742
 DO0781'FEET WEST OF THE WEST SIDE OF THE TECHNICAL TRAINING CENTER
 DO0781'BUILDING 1900, AND NEAR THE WEST FENCE OF A FENCED IN AREA.
 DO0781'
 DO0781'TO REACH THE STATION FROM THE MAIN ENTRANCE OF THE SHEPPARD
 DO0781'AIR FORCE BASE, GO NORTH FOR 0.05 MILE TO FIRST STREET.  TURN
 DO0781'RIGHT, EAST, ON FIRST STREET FOR 0.4 MILE TO J-AVENUE.  TURN
 DO0781'LEFT, NORTH, ON J-AVENUE FOR 0.9 MILE TO A T-INTERSECTION,
 DO0781'BUILDING 1090 (A LARGE HANGAR) AND BENCH MARK F-903 NEAR THE
 DO0781'NORTHWEST CORNER OF BUILDING 1090.  TURN RIGHT, AND GO EAST
 DO0781'AND NORTHWEST PASSING TO THE EAST SIDE OF THE CONTROL TOWER
 DO0781'FOR APPROXIMATELY 0.45 MILE TO A SENTINEL AT THE SOUTHWEST
 DO0781'CORNER OF BUILDING 1900.  PASS THROUGH THE SENTINEL AND GO
 DO0781'EAST TO THE APPROXIMATE CENTER OF BUILDING 1900, THEN TURN
 DO0781'LEFT, WEST, FOR APPROXIMATELY 0.05 MILE TO THE STATION AS
 DO0781'DESCRIBED.
 DO0781'
 DO0781'STATION MARKS ARE STANDARD DISKS STAMPED SHEP 1961.  THE
 DO0781'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 DO0781'24 INCHES.  IT IS 380 FEET SOUTH OF THE SOUTHWEST LEG OF A
 DO0781'STEEL TOWER, 258 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 DO0781'FENCE, 52 FEET EAST OF THE FENCE AND 4.5 FEET NORTHWEST OF
 DO0781'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 DO0781'IRREGULAR MASS OF CONCRETE 50 INCHES BELOW THE SURFACE OF THE
 DO0781'GROUND.
 DO0781'
 DO0781'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SHEP NO 1 1961,
 DO0781'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR INSIDE
 DO0781'BUILDING 1900 AND IS FLUSH WITH THE LINOLEUM.  IT IS 22.5 FEET
 DO0781'EAST OF THE EAST EDGE OF A DOOR, 5.04 FEET SOUTH OF THE SOUTH
 DO0781'EDGE OF A DOOR, THE ENTRANCE TO ROOM 1037 AND 5.02 FEET NORTH
 DO0781'OF THE NORTH EDGE OF A DOOR, THE ENTRANCE TO ROOM 1035.
 DO0781'
 DO0781'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SHEP NO 2 1961,
 DO0781'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 DO0781'SURFACE OF THE GROUND.  IT IS 200 FEET NORTH OF THE NORTHWEST
 DO0781'CORNER OF THE FENCE, 89 FEET NORTHWEST OF THE NORTH ONE OF
 DO0781'TWO POLES, 29 FEET NORTH OF A POLE AND 3 FEET WEST OF A METAL
 DO0781'WITNESS POST.
 DO0781'
 DO0781'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SHEP NO 3 1961,
 DO0781'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 DO0781'SURFACE OF THE GROUND.  IT IS 190 FEET NORTH OF THE SOUTHWEST
 DO0781'CORNER OF THE FENCE AND 1 FOOT EAST OF THE FENCE.  AN UNDERGROUND
 DO0781'DISK WAS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 DO0781'THE SURFACE OF THE GROUND.
 DO0781'
 DO0781'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED SHEP NO 4 1961,
 DO0781'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 DO0781'SURFACE OF THE GROUND.  IT IS 1 FOOT EAST OF THE FENCE.
 DO0781'
 DO0781'AZIMUTH MARK, A COAST AND GEODETIC SURVEY BENCH MARK DISK
 DO0781'STAMPED F 903 1945, IS CEMENTED IN A DRILL HOLE IN A CONCRETE
 DO0781'DOOR-STOP WHICH PROJECTS 3 FEET ABOVE THE CONCRETE APRON.
 DO0781'IT IS 8 FEET SOUTHWEST OF THE NORTHWEST CORNER OF BUILDING
 DO0781'1090 (EAST HANGAR) AND 2 FEET WEST OF THE WEST EDGE OF THE
 DO0781'BUILDING.
 DO0781'
 DO0781'NOTE--
 DO0781'
 DO0781'REFERENCE MARKS MEASURE WITH 5 KG. TAPE TENSION.
 DO0781'
 DO0781'SECOND-ORDER LEVEL TIES WERE MADE FROM B.M. F 903 1945 TO
 DO0781'TRIANGULATION STATION SHEP, SHEP REFERENCE MARK NO. 1 AND
 DO0781'SHEP REFERENCE MARK NO. 2.
 DO0781'
 DO0781'ELEVATION OF SHEP IS 308.291 METERS, 1,011.45 FEET.
 DO0781'
 DO0781'ELEVATION OF SHEP REFERENCE MARK NO. 1 IS 308.901 METERS,
 DO0781'1,013.45 FEET.
 DO0781'
 DO0781'ELEVATION OF SHEP REFERENCE MARK NO. 2 IS 306.532 METERS,
 DO0781'1,005.68 FEET.
 DO0781'
 DO0781'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DO0781
 DO0781                          STATION RECOVERY (1965)
 DO0781
 DO0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0781'THE STATION MARK, REFERENCE MARKS 1,2,3, AND 4 AND THE BENCH
 DO0781'MARK USED FOR THE AZIMUTH MARK WERE RECOVERED.  THE 1961
 DO0781'DESCRIPTION IS ADEQUATE.  A NEW CONTROL TOWER HAS BEEN BUILT
 DO0781'ABOUT 1/3 MILE EAST-NORTHEAST OF THE CONTROL TOWER MENTIONED
 DO0781'IN THE 1961 DESCRIPTION, HOWEVER THE OLD TOWER STILL EXISTS
 DO0781'AND IS SUITABLE FOR A LANDMARK.  REFERENCE MARKS 1 AND 2,
 DO0781'PREVIOUSLY LOCATED BY TRAVERSE METHODS, WERE MEASURED TO WITH
 DO0781'A 300 FOOT TAPE.
 DO0781'
 DO0781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 DO0781'NORTHWEST OF WICHITA FALLS
 DO0781'
 DO0781'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 DO0781
 DO0781                          STATION RECOVERY (1968)
 DO0781
 DO0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 DO0781'THE STATION MARK, REFERENCE MARKS 1, 2, 3, AND 4 WERE RECOVERED AS
 DO0781'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE STATION IS
 DO0781'APPROXIMATELY 0.1 MILE WEST OF BUILDING 1900 AND NOT 0.05 MILE AS
 DO0781'STATED IN THE ORIGINAL DESCRIPTION.  THE
 DO0781'AZIMUTH MARK WAS RECOVERED.
 DO0781'
 DO0781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHWEST
 DO0781'OF WICHITA FALLS.
 DO0781
 DO0781                          STATION RECOVERY (1975)
 DO0781
 DO0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 DO0781'THIS STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 DO0781'FOLLOWS.
 DO0781'
 DO0781'THIS STATION IS ON THE SHEPPARD AIR FORCE BASE, 1/4 MILE NORTHWEST
 DO0781'OF THE CONTROL TOWER, AT THE NORTHWEST CORNER OF BUILDING NO. 1921,
 DO0781'DEPARTMENT OF CIVIL ENGINEERING TRAINING BUILDING.
 DO0781'
 DO0781'TO REACH THE STATION FROM THE CONTROL TOWER, GO NORTH 0.1 MILE TO
 DO0781'MISSLE ROAD, TURN LEFT GO WEST 1/4 MILE TO DRIVE ON RIGHT, BETWEEN
 DO0781'BUILDINGS 1921 AND 1927.  TURN RIGHT AND GO NORTH 0.1 MILE TO
 DO0781'STATION ON RIGHT.
 DO0781'
 DO0781'THE STATION IS 42.6 FEET EAST OF FIRE HYDRANT NO. 238.  20.0 FEET
 DO0781'EAST OF THE EAST CURB OF THE DRIVE, 16.6 FEET WEST OF THE NORTHWEST
 DO0781'CORNER OF A RETAINING WALL, AND 6.8 FEET NORTH OF THE NORTHWEST
 DO0781'CORNER OF A CONCRETE SLAB SUPPORTING A TRASH CONTAINER.
 DO0781'
 DO0781'THE STATION IS A STANDARD C AND GS TRIANGULATION DISK STAMPED SHEP
 DO0781'1961.
 DO0781'
 DO0781'REFERENCE MARK NO. 1 WAS NOT SEARCHED FOR.
 DO0781'
 DO0781'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.
 DO0781'
 DO0781'REFERENCE MARK NO. 3 AND NO. 4 WERE SEARCHED FOR AND NOT FOUND.
 DO0781'THESE TWO MARKS ARE BELIEVED LOST DUE TO LANDSCAPING.
 DO0781'
 DO0781'AZIMUTH MARK, BM F 903, WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 DO0781'IN ORIGINAL DESCRIPTION.
 DO0781'
 DO0781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHEPPARD AIR
 DO0781'FORCE BASE.
 DO0781
 DO0781                          STATION RECOVERY (2001)
 DO0781
 DO0781'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0780 ***********************************************************************
 DO0780  DESIGNATION -  SHEP 1961 RM 1
 DO0780  PID         -  DO0780
 DO0780  STATE/COUNTY-  TX/WICHITA
 DO0780  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0780
 DO0780                         *CURRENT SURVEY CONTROL
 DO0780  ___________________________________________________________________
 DO0780* NAD 83(1993)-  33 59 01.15835(N)    098 30 05.57787(W)     ADJUSTED  
 DO0780* NAVD 88     -       309.00   (+/-2cm)    1013.8    (feet)  VERTCON   
 DO0780  ___________________________________________________________________
 DO0780  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 DO0780  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DO0780
 DO0780  HORZ ORDER  -  SECOND
 DO0780  VERT ORDER  -  THIRD ? (See Below)
 DO0780
 DO0780.The horizontal coordinates were established by classical geodetic methods
 DO0780.and adjusted by the National Geodetic Survey in February 1996..
 DO0780
 DO0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0780.The vertical order pertains to the NGVD 29 superseded value.
 DO0780
 DO0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0780
 DO0780.The geoid height was determined by GEOID03.
 DO0780
 DO0780;                    North         East     Units Scale Factor Converg.
 DO0780;SPC TXNC     - 2,256,943.940   599,856.830   MT  1.00000478   -0 00 03.0
 DO0780;SPC TXNC     - 7,404,656.91  1,968,030.28   sFT  1.00000478   -0 00 03.0
 DO0780;UTM  14      - 3,760,455.630   546,039.866   MT  0.99962613   +0 16 43.0
 DO0780
 DO0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0780!SPC TXNC     -   0.99995579  x   1.00000478  =   0.99996057
 DO0780!UTM  14      -   0.99995579  x   0.99962613  =   0.99958194
 DO0780
 DO0780                          SUPERSEDED SURVEY CONTROL
 DO0780
 DO0780  NAD 83(1993)-  33 59 01.15847(N)    098 30 05.57764(W) AD(       ) 2
 DO0780  NAD 83(1986)-  33 59 01.16210(N)    098 30 05.56462(W) AD(       ) 2
 DO0780  NAD 27      -  33 59 00.82060(N)    098 30 04.37060(W) AD(       ) 2
 DO0780  NGVD 29 (07/19/86)  308.90   (m)         1013.4    (f) LEVELING    3  
 DO0780
 DO0780.Superseded values are not recommended for survey control.
 DO0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0780.See file dsdata.txt to determine how the superseded data were derived.
 DO0780
 DO0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4604060456(NAD 83)
 DO0780_MARKER: DR = REFERENCE MARK DISK
 DO0780_SETTING: 0 = UNSPECIFIED SETTING
 DO0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0780
 DO0780  HISTORY     - Date     Condition        Report By
 DO0780  HISTORY     - 1961     MONUMENTED       CGS
 DO0780  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0780
 DO0780                          STATION DESCRIPTION
 DO0780
 DO0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0780'SEE STATION SHEP
 DO0780
 DO0780                          STATION RECOVERY (2001)
 DO0780
 DO0780'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0782 ***********************************************************************
 DO0782  DESIGNATION -  SHEP 1961 RM 2
 DO0782  PID         -  DO0782
 DO0782  STATE/COUNTY-  TX/WICHITA
 DO0782  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0782
 DO0782                         *CURRENT SURVEY CONTROL
 DO0782  ___________________________________________________________________
 DO0782* NAD 83(1993)-  33 59 11.32502(N)    098 30 14.56987(W)     ADJUSTED  
 DO0782* NAVD 88     -       306.63   (+/-2cm)    1006.0    (feet)  VERTCON   
 DO0782  ___________________________________________________________________
 DO0782  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 DO0782  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DO0782
 DO0782  HORZ ORDER  -  SECOND
 DO0782  VERT ORDER  -  THIRD ? (See Below)
 DO0782
 DO0782.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0782
 DO0782.The horizontal coordinates were established by classical geodetic methods
 DO0782.and adjusted by the National Geodetic Survey in February 1996..
 DO0782
 DO0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0782.The vertical order pertains to the NGVD 29 superseded value.
 DO0782
 DO0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0782
 DO0782.The geoid height was determined by GEOID03.
 DO0782
 DO0782;                    North         East     Units Scale Factor Converg.
 DO0782;SPC TXNC     - 2,257,257.201   599,626.040   MT  1.00000559   -0 00 07.9
 DO0782;SPC TXNC     - 7,405,684.67  1,967,273.10   sFT  1.00000559   -0 00 07.9
 DO0782;UTM  14      - 3,760,767.643   545,807.639   MT  0.99962587   +0 16 38.1
 DO0782
 DO0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0782!SPC TXNC     -   0.99995616  x   1.00000559  =   0.99996175
 DO0782!UTM  14      -   0.99995616  x   0.99962587  =   0.99958205
 DO0782
 DO0782                          SUPERSEDED SURVEY CONTROL
 DO0782
 DO0782  NAD 83(1993)-  33 59 11.32513(N)    098 30 14.56965(W) AD(       ) 2
 DO0782  NAD 83(1986)-  33 59 11.32873(N)    098 30 14.55675(W) AD(       ) 2
 DO0782  NAD 27      -  33 59 10.98400(N)    098 30 13.36220(W) AD(       ) 2
 DO0782  NGVD 29 (07/19/86)  306.53   (m)         1005.7    (f) LEVELING    3  
 DO0782
 DO0782.Superseded values are not recommended for survey control.
 DO0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0782.See file dsdata.txt to determine how the superseded data were derived.
 DO0782
 DO0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4580860768(NAD 83)
 DO0782_MARKER: DR = REFERENCE MARK DISK
 DO0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0782+STABILITY: SURFACE MOTION
 DO0782
 DO0782  HISTORY     - Date     Condition        Report By
 DO0782  HISTORY     - 1961     MONUMENTED       CGS
 DO0782  HISTORY     - 1975     GOOD             NGS
 DO0782
 DO0782                          STATION DESCRIPTION
 DO0782
 DO0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0782'SEE STATION SHEP
 DO0782
 DO0782                          STATION RECOVERY (1975)
 DO0782
 DO0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 DO0782'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 DO0782'
 DO0782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHEPPARD AIR
 DO0782'FORCE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0271 ***********************************************************************
 CU0271  DESIGNATION -  SHEP A 1
 CU0271  PID         -  CU0271
 CU0271  STATE/COUNTY-  TX/TAYLOR
 CU0271  USGS QUAD   -  SHEP (1987)
 CU0271
 CU0271                         *CURRENT SURVEY CONTROL
 CU0271  ___________________________________________________________________
 CU0271* NAD 83(1986)-  32 12 44.     (N)    100 03 15.     (W)     SCALED    
 CU0271* NAVD 88     -       748.904  (meters)    2457.03   (feet)  ADJUSTED  
 CU0271  ___________________________________________________________________
 CU0271  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0271  DYNAMIC HT  -         747.906 (meters)    2453.75  (feet)  COMP
 CU0271  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 CU0271
 CU0271  VERT ORDER  -  SECOND    CLASS 0
 CU0271
 CU0271.The horizontal coordinates were scaled from a topographic map and have
 CU0271.an estimated accuracy of +/- 6 seconds.
 CU0271
 CU0271.The orthometric height was determined by differential leveling
 CU0271.and adjusted by the National Geodetic Survey in June 1991..
 CU0271
 CU0271.The geoid height was determined by GEOID03.
 CU0271
 CU0271.The dynamic height is computed by dividing the NAVD 88
 CU0271.geopotential number by the normal gravity value computed on the
 CU0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0271.degrees latitude (g = 980.6199 gals.).
 CU0271
 CU0271.The modeled gravity was interpolated from observed gravity values.
 CU0271
 CU0271;                    North         East    Units  Estimated Accuracy
 CU0271;SPC TXNC     - 2,061,580.      453,490.      MT  (+/- 180 meters Scaled)
 CU0271
 CU0271                          SUPERSEDED SURVEY CONTROL
 CU0271
 CU0271  NGVD 29 (??/??/92)  748.717  (m)         2456.42   (f) ADJ UNCH    2 0
 CU0271
 CU0271.Superseded values are not recommended for survey control.
 CU0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0271.See file dsdata.txt to determine how the superseded data were derived.
 CU0271
 CU0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA006644(NAD 83)
 CU0271_MARKER: DD = SURVEY DISK
 CU0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0271_STAMPING: SHEP A NO 1 1959
 CU0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0271+STABILITY: SURFACE MOTION
 CU0271
 CU0271  HISTORY     - Date     Condition        Report By
 CU0271  HISTORY     - 1959     MONUMENTED       DOD
 CU0271  HISTORY     - 1961     GOOD             NGS
 CU0271  HISTORY     - 19940707 GOOD             USPSQD
 CU0271
 CU0271                          STATION DESCRIPTION
 CU0271
 CU0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0271'14.05 MI SW FROM VIEW.
 CU0271'14.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0271'AT VIEW, 75 FEET WEST OF AN INTERSECTION, 54 FEET NORTHWEST OF THE
 CU0271'CENTER LINE OF THE HIGHWAY, 10 FEET NORTH OF THE CENTER OF A GATE, 2.6
 CU0271'FEET WEST OF A FENCE, 2 FEET WEST OF A WOODEN WITNESS POST, 2 FEET
 CU0271'BELOW THE LEVEL OF THE ROAD, SET IN TOP OF A SQUARE CONCRETE POST
 CU0271'PROJECTING 5 INCHES ABOVE GROUND.
 CU0271
 CU0271                          STATION RECOVERY (1994)
 CU0271
 CU0271'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0654 ***********************************************************************
 DP0654  DESIGNATION -  SHEPARD
 DP0654  PID         -  DP0654
 DP0654  STATE/COUNTY-  TX/LUBBOCK
 DP0654  USGS QUAD   -  SLIDE (1985)
 DP0654
 DP0654                         *CURRENT SURVEY CONTROL
 DP0654  ___________________________________________________________________
 DP0654* NAD 83(1993)-  33 28 33.75915(N)    101 53 58.55716(W)     ADJUSTED  
 DP0654* NAVD 88     -       989.76   (+/-2cm)    3247.2    (feet)  VERTCON   
 DP0654  ___________________________________________________________________
 DP0654  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DP0654  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 DP0654
 DP0654  HORZ ORDER  -  FIRST
 DP0654  VERT ORDER  -  THIRD ? (See Below)
 DP0654
 DP0654.The horizontal coordinates were established by classical geodetic methods
 DP0654.and adjusted by the National Geodetic Survey in February 1996..
 DP0654
 DP0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0654.The vertical order pertains to the NGVD 29 superseded value.
 DP0654
 DP0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0654
 DP0654.The geoid height was determined by GEOID03.
 DP0654
 DP0654;                    North         East     Units Scale Factor Converg.
 DP0654;SPC TXNC     - 2,205,755.838   284,100.357   MT  0.99989997   -1 51 14.8
 DP0654;SPC TXNC     - 7,236,717.28    932,085.92   sFT  0.99989997   -1 51 14.8
 DP0654;UTM  14      - 3,707,825.994   230,550.101   MT  1.00049520   -1 36 01.3
 DP0654
 DP0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0654!SPC TXNC     -   0.99984850  x   0.99989997  =   0.99974849
 DP0654!UTM  14      -   0.99984850  x   1.00049520  =   1.00034363
 DP0654
 DP0654:                Primary Azimuth Mark                     Grid Az
 DP0654:SPC TXNC     -  LUBBOCK W TEX TECH COL TK                011 22 47.5
 DP0654:UTM  14      -  LUBBOCK W TEX TECH COL TK                011 07 34.0
 DP0654
 DP0654|---------------------------------------------------------------------|
 DP0654| PID    Reference Object                     Distance      Geod. Az  |
 DP0654|                                                           dddmmss.s |
 DP0654| CJ7779 LUBBOCK W TEX TECH COL TK                          0093132.7 |
 DP0654| DP0671 LUBBOCK W TEX INST ADMIN W CUP      APPROX.12.1 KM 0104802.5 |
 DP0654| DP0677 LUBBOCK W TEX INST ADMIN E CUP      APPROX.12.1 KM 0111155.8 |
 DP0654| DP0674 LUBBOCK MUNICIPAL STANDPIPE         APPROX.11.7 KM 0164056.5 |
 DP0654| DP0675 LUBBOCK MUN HS TIP OF DOME          APPROX.11.9 KM 0174016.1 |
 DP0654| CJ7180 NORTH LUBBOCK MUN WATER TK                         0210013.9 |
 DP0654| DP0676 HOTEL LUBBOCK SILVER TANK           APPROX.13.0 KM 0213112.8 |
 DP0654| DP0672 SOUTHEAST LUBBOCK MUNICIPAL TK      APPROX.13.0 KM 0275520.6 |
 DP0654| CJ8473 SHEPARD RM 1 AZIMUTH                               0880447.4 |
 DP0654| CJ8472 SHEPARD RM 1 AZIMUTH                               0880447.2 |
 DP0654| DP0636 SLATON COTTON COMPRESS TANK         APPROX.23.9 KM 0980337.0 |
 DP0654| CJ8474 SHEPARD RM 1                         70.604 METERS 28950     |
 DP0654| CJ8475 SHEPARD RM 2                         24.069 METERS 35306     |
 DP0654|---------------------------------------------------------------------|
 DP0654
 DP0654                          SUPERSEDED SURVEY CONTROL
 DP0654
 DP0654  NAD 83(1986)-  33 28 33.76728(N)    101 53 58.54884(W) AD(       ) 1
 DP0654  NAD 27      -  33 28 33.46200(N)    101 53 56.95100(W) AD(       ) 1
 DP0654  NGVD 29 (07/19/86)  989.39   (m)         3246.0    (f) LEVELING    3  
 DP0654
 DP0654.Superseded values are not recommended for survey control.
 DP0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0654.See file dsdata.txt to determine how the superseded data were derived.
 DP0654
 DP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3055007826(NAD 83)
 DP0654_MARKER: DS = TRIANGULATION STATION DISK
 DP0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0654
 DP0654  HISTORY     - Date     Condition        Report By
 DP0654  HISTORY     - 1932     MONUMENTED       CGS
 DP0654  HISTORY     - 1935     GOOD             CGS
 DP0654  HISTORY     - 1937     GOOD             TSI
 DP0654  HISTORY     - 1957     GOOD             USGS
 DP0654  HISTORY     - 1958     GOOD             CGS
 DP0654
 DP0654                          STATION DESCRIPTION
 DP0654
 DP0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0654'ABOUT 7-1/2 MILES SOUTH AND 3-1/4 MILES WEST OF THE COURTHOUSE
 DP0654'IN LUBBOCK, 11 MILES WEST OF POSEY, 0.7 MILE WEST OF THE
 DP0654'NORTHEAST CORNER OF SECTION 4, BLOCK AK, ON LAND OWNED BY T.
 DP0654'L. SHEPARD OF LUBBOCK.  STATION IS SOUTH OF THE ROAD IN THE
 DP0654'NORTHEAST CORNER OF BARNYARD, 11.8 METERS (38.7 FEET) SOUTH
 DP0654'OF AN EAST-AND-WEST FENCE, 2.5 METERS (8 FEET) WEST OF A
 DP0654'NORTH-AND-SOUTH FENCE, 17.4 METERS (57 FEET) SOUTH OF CENTER
 DP0654'LINE OF ROAD.  TO REACH STATION FROM LUBBOCK, GO WEST ON
 DP0654'BROADWAY TO INTERSECTION WITH COLLEGE AVENUE.  TURN SOUTH
 DP0654'AND GO 0.45 MILE TO CONCRETE HIGHWAYS NOS. 137 AND 24, WHICH
 DP0654'GO WEST ALONG THE SOUTH SIDE OF WEST TEXAS TECHNOLOGICAL
 DP0654'COLLEGE CAMPUS.  GO WEST 1.0 MILE ON CONCRETE TO SECTION LINE
 DP0654'ROAD TO SOUTH.  THENCE SOUTH 6.9 MILES TO SECTION LINE ROAD
 DP0654'TO WEST WITH SIGN T.L. SHEPARD FARM.  GO WEST 0.7 MILE TO
 DP0654'SHEPARD FARM AND STATION.  SURFACE AND UNDERGROUND MARKS ARE
 DP0654'STANDARD DISKS STATION STANDARD REFERENCE DISKS IN
 DP0654'CONCRETE.  NO. 1 IS 1 FOOT SOUTH OF THE FENCE
 DP0654'SOUTH OF ROAD, NEAR THE FOURTH POST EAST OF CORNER,
 DP0654'AND 0.25 MILE (BY SPEEDOMETER) FROM STATION,
 DP0654'N 88 DEG 05 MIN E.  NO. 2 IS IN FENCE LINE NORTH OF
 DP0654'ROAD, AND 24.09 METERS (79 FEET) FROM STATION,
 DP0654'N 06 DEG 54 MIN W.  OTHER BEARINGS FROM STATION
 DP0654'ARE--LUBBOCK, WEST TEXAS INSTITUTE OF TECHNOLOGY, WATER
 DP0654'TANK, FINIAL N 09 DEG 32 MIN E.  LUBBOCK, MUNICIPAL
 DP0654'STANDPIPE, N 16 DEG 41 MIN E.
 DP0654
 DP0654                          STATION RECOVERY (1935)
 DP0654
 DP0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DP0654'THIS STATION IS ABOUT 7-1/2 MILES SOUTH AND 3-1/4 MILES
 DP0654'WEST OF THE COURTHOUSE IN LUBBOCK, 11 MILES WEST OF POSEY,
 DP0654'0.7 MILE WEST OF THE NORTHEAST CORNER OF SECTION 4, BLOCK
 DP0654'AK, ON LAND OWNED BY T.L. SHEPARD OF LUBBOCK.  IT IS SOUTH
 DP0654'OF A GRADED ROAD IN THE NORTHEAST CORNER OF A BARNYARD, 60
 DP0654'FEET SOUTH OF THE CENTER LINE OF THE GRADED ROAD, 38.3 FEET
 DP0654'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 13 FEET SOUTHWEST
 DP0654'OF A NORTHWEST FENCE CORNER, AND 78.8 FEET EAST-NORTHEAST
 DP0654'OF THE NORTHEAST CORNER OF A RED, GALVANIZED SHED.  THE MARK
 DP0654'PROJECTS 4 INCHES.
 DP0654'
 DP0654'REFERENCE MARK NO. 1 WAS ESTABLISHED NEW.  IT IS WEST-NORTHWEST
 DP0654'OF THE STATION AND PROJECTS 8 INCHES.  IT IS 21 FEET NORTH
 DP0654'OF THE CENTER LINE OF A GRADED ROAD, AND 133.2 FEET
 DP0654'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A FARMHOUSE.
 DP0654'
 DP0654'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION
 DP0654'AND PROJECTS 6 INCHES.  IT IS 20 FEET NORTH OF THE CENTER
 DP0654'LINE OF THE GRADED ROAD AND 46 FEET NORTHWEST OF A FENCE
 DP0654'T-INTERSECTION.
 DP0654'
 DP0654'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION AND PROJECTS
 DP0654'4 INCHES.  IT IS 21 FEET SOUTH OF THE CENTER LINE OF THE
 DP0654'GRADED ROAD AND 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 DP0654'(THIS MARK WAS STAMPED R.M. NO. 1 IN 1932, BUT AZIMUTH WAS
 DP0654'STAMPED OVER THE PREVIOUS STAMPING.)
 DP0654'
 DP0654'THIS STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK,
 DP0654'THE AZIMUTH MARK, AND REFERENCE MARK WERE RECOVERED AND ARE
 DP0654'IN EXCELLENT CONDITION.
 DP0654'
 DP0654'THE STATION IS REACHED FROM THE COURTHOUSE IN LUBBOCK, TEXAS,
 DP0654'BY GOING SOUTH ON U.S. HIGHWAY 385 FOR 7.2 MILES TO A CROSS
 DP0654'ROAD WITH A WHITE HOUSE IN THE SOUTHWEST ANGLE.  GO WEST
 DP0654'ON A GRADED ROAD FOR 3.1 MILES (0.7 MILE BEYOND GRADED
 DP0654'CROSSROADS) TO T.L. SHEPARDS FARM BUILDINGS AND WINDMILL ON
 DP0654'THE SOUTH SIDE OF THE ROAD AND THE STATION.
 DP0654'
 DP0654'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0654'BRONZE DISKS ARE SET.
 DP0654'
 DP0654'HEIGHT OF LIGHT ABOVE STATION MARK - 11.73 METERS.
 DP0654
 DP0654                          STATION RECOVERY (1937)
 DP0654
 DP0654'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 DP0654'DESCRIPTION SATISFACTORY.
 DP0654
 DP0654                          STATION RECOVERY (1957)
 DP0654
 DP0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 DP0654'STATION MARK IN GOOD CONDITION.  REFERENCE MARK NO. 1 COULD
 DP0654'NOT BE FOUND, REFERENCE MARK NO. 2 IS LYING ON TOP OF GROUND.
 DP0654'AZIMUTH MARK COULD NOT BE FOUND.  ROAD HAS BEEN WIDENED AND
 DP0654'SURFACED.  GROUND HAS BEEN DISTURBED 35 FEET NORTH AND SOUTH
 DP0654'OF CENTERLINE, SINCE THE REFERENCE AND AZIMUTH MARKS WERE SET
 DP0654'20 FEET FROM THE CENTERLINE, IT IS LIKELY THAT BOTH REFERENCE
 DP0654'MARKS AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 DP0654
 DP0654                          STATION RECOVERY (1958)
 DP0654
 DP0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 DP0654'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DP0654'THE AZIMUTH MARK HAS BEEN PULLED OUT BY FARMING ACTION AND IS
 DP0654'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1104 ***********************************************************************
 BL1104  DESIGNATION -  SHEPHERD
 BL1104  PID         -  BL1104
 BL1104  STATE/COUNTY-  TX/SAN JACINTO
 BL1104  USGS QUAD   -  CAMILLA (1997)
 BL1104
 BL1104                         *CURRENT SURVEY CONTROL
 BL1104  ___________________________________________________________________
 BL1104* NAD 83(1993)-  30 32 05.45688(N)    095 04 14.83397(W)     ADJUSTED  
 BL1104* NAVD 88     -        87.51   (+/-2cm)     287.1    (feet)  VERTCON   
 BL1104  ___________________________________________________________________
 BL1104  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BL1104  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1104
 BL1104  HORZ ORDER  -  FIRST
 BL1104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1104
 BL1104.The horizontal coordinates were established by classical geodetic methods
 BL1104.and adjusted by the National Geodetic Survey in February 1996..
 BL1104
 BL1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1104.The vertical order pertains to the NGVD 29 superseded value.
 BL1104
 BL1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1104
 BL1104.The geoid height was determined by GEOID03.
 BL1104
 BL1104;                    North         East     Units Scale Factor Converg.
 BL1104;SPC TX C     - 3,108,185.293 1,204,787.163   MT  0.99991467   +2 42 37.9
 BL1104;SPC TX C     -10,197,437.92  3,952,705.88   sFT  0.99991467   +2 42 37.9
 BL1104;UTM  15      - 3,379,877.862   301,335.964   MT  1.00008690   -1 03 08.8
 BL1104
 BL1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1104!SPC TX C     -   0.99999057  x   0.99991467  =   0.99990524
 BL1104!UTM  15      -   0.99999057  x   1.00008690  =   1.00007747
 BL1104
 BL1104:                Primary Azimuth Mark                     Grid Az
 BL1104:SPC TX C     -  GOODRICH UNITED GAS CO TANK              054 51 49.3
 BL1104:UTM  15      -  GOODRICH UNITED GAS CO TANK              058 37 36.0
 BL1104
 BL1104|---------------------------------------------------------------------|
 BL1104| PID    Reference Object                     Distance      Geod. Az  |
 BL1104|                                                           dddmmss.s |
 BL1104| BL2147 GOODRICH UNITED GAS CO TANK         APPROX.15.1 KM 0573427.2 |
 BL1104| BL1105 SHEPHERD RM 1                        26.743 METERS 15452     |
 BL1104| CV9212 SHEPHERD AZ MK 2                                   1682929.3 |
 BL1104| BL1106 SHEPHERD RM 2                        35.549 METERS 23352     |
 BL1104| BL1107 SHEPHERD AZ MK                                     2763140.3 |
 BL1104|---------------------------------------------------------------------|
 BL1104
 BL1104                          SUPERSEDED SURVEY CONTROL
 BL1104
 BL1104  NAD 83(1986)-  30 32 05.46925(N)    095 04 14.81971(W) AD(       ) 1
 BL1104  NAD 27      -  30 32 04.74200(N)    095 04 14.05000(W) AD(       ) 1
 BL1104  NGVD 29 (??/??/92)   87.516  (m)          287.13   (f) ADJ UNCH    2 0
 BL1104
 BL1104.Superseded values are not recommended for survey control.
 BL1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1104.See file dsdata.txt to determine how the superseded data were derived.
 BL1104
 BL1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0133679878(NAD 83)
 BL1104_MARKER: DS = TRIANGULATION STATION DISK
 BL1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1104_STAMPING: SHEPHERD 1935
 BL1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1104+STABILITY: SURFACE MOTION
 BL1104
 BL1104  HISTORY     - Date     Condition        Report By
 BL1104  HISTORY     - 1935     MONUMENTED       CGS
 BL1104  HISTORY     - 1947     GOOD             NGS
 BL1104  HISTORY     - 1952     GOOD             CGS
 BL1104  HISTORY     - 1952     GOOD             TXHD
 BL1104  HISTORY     - 1958     GOOD             CGS
 BL1104
 BL1104                          STATION DESCRIPTION
 BL1104
 BL1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1104'THIS STATION IS ABOUT 6 MILES SE OF COLD SPRINGS AND ABOUT
 BL1104'5 MILES NW OF SHEPHERD ON LAND OWNED BY THE STATE AT SIDE OF
 BL1104'SHEPHERD LOOKOUT TOWER.  THE STATION MARK IS 116.63 FEET
 BL1104'(35.549 METERS) E OF THE CENTER OF THE LOOKOUT TOWER, WHICH
 BL1104'IS MARKED BY REFERENCE MARK NO. 2.  54 FEET S OF CENTER LINE
 BL1104'OF DIRT ROAD LEADING E.  45 FEET E OF CENTER LINE OF ROAD
 BL1104'AROUND LOOKOUT TOWER.  20 FEET W OF EDGE OF PINE WOODS.  THE
 BL1104'MARK PROJECTS 10 INCHES.
 BL1104'
 BL1104'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL1104'BRONZE DISKS SET IN CONCRETE.
 BL1104'
 BL1104'REFERENCE MARK NO. 1 IS SSE OF THE STATION.  IN PINE WOODS.
 BL1104'20 FEET E OF W EDGE OF WOODS.  THE MARK PROJECTS 10 INCHES.
 BL1104'
 BL1104'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND MARKS THE
 BL1104'CENTER OF THE LOOKOUT TOWER.  THE MARK PROJECTS 10 INCHES.
 BL1104'
 BL1104'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 131.90 FEET.
 BL1104'
 BL1104'THE AZIMUTH MARK IS W OF THE STATION.  ABOUT 0.6 MILE W OF
 BL1104'STATE HIGHWAY 150 AT N SIDE OF FIRST DIRT ROAD N OF THE STATION,
 BL1104'WHICH LEADS W.  0.05 MILE W OF THIRD WOODEN BRIDGE W OF STATE
 BL1104'HIGHWAY 150.  18 FEET N OF CENTER LINE OF ROAD IN THE PINE
 BL1104'WOODLAND.  THE MARK PROJECTS 4 INCHES.
 BL1104'
 BL1104'TO REACH THE STATION FROM SHEPHERD AT THE JUNCTION OF STATE
 BL1104'HIGHWAY 35 AND STATE HIGHWAY 150 GO NW ON HIGHWAY 150, 5.5 MILES
 BL1104'TO SHEPHERD LOOKOUT TOWER AND STATION ON RIGHT.
 BL1104'
 BL1104'A 100-FOOT SIGNAL AT TIGERVILLE IS VISIBLE AT 75 FEET, AN
 BL1104'87-FOOT SIGNAL AT CAMILLA IS VISIBLE AT 75 FEET, A 100-FOOT
 BL1104'SIGNAL AT U.S.G.S. P.T. 9M 1926 IS VISIBLE AT 75 FEET, A 100-FOOT
 BL1104'SIGNAL AT PIPE IS VISIBLE AT 65 FEET, A 100-FOOT SIGNAL AT USED
 BL1104'PBM 1336 IS VISIBLE AT 65 FEET, AND A 126-FOOT SIGNAL AT ACE
 BL1104'IS VISIBLE AT 65 FEET.
 BL1104
 BL1104                          STATION RECOVERY (1947)
 BL1104
 BL1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1104'5.6 MI NW FROM SHEPHERD.
 BL1104'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1104'SHEPHERD, 5.5 MILES SOUTHEAST OF COLDSPRING, APPROXIMATELY 113 YARDS
 BL1104'NORTHEAST OF THE HIGHWAY, 57.0 FEET SOUTHEAST OF THE CENTER LINE OF A
 BL1104'DIRT ROAD LEADING NORTHEAST, 1.8 FEET SOUTHEAST OF A REFERENCE POST,
 BL1104'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 BL1104'GROUND.
 BL1104
 BL1104                          STATION RECOVERY (1952)
 BL1104
 BL1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1104'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL1104'NO. 2 WAS RECOVERED AND FOUND IN VERY GOOD CONDITION.  A NEW
 BL1104'AZIMUTH MARK WAS ESTABLISHED AND THE SHEPHERD LOOKOUT TOWER
 BL1104'HAS BEEN REMOVED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 BL1104'
 BL1104'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF COLDSPRING
 BL1104'AND ABOUT 5 MILES NORTHWEST OF SHEPHERD, 300 FEET NORTHEAST
 BL1104'OF THE CENTER OF STATE HIGHWAY 150, 56 FEET SOUTH OF A WOODS
 BL1104'ROAD AND 1.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 3
 BL1104'INCHES AND IS STAMPED SHEPHERD 1935.
 BL1104'
 BL1104'REFERENCE MARK NO. 1 IS 300 FEET NORTHEAST OF THE CENTER OF
 BL1104'STATE HIGHWAY 150 AND 24 FEET SOUTH OF A PINE TREE WITH A
 BL1104'TRIANGLE BLAZE.  IT PROJECTS 3 INCHES AND IS STAMPED SHEPHERD
 BL1104'NO 1 1935.
 BL1104'
 BL1104'REFERENCE MARK NO. 2 IS 180 FEET NORTHEAST OF THE CENTER OF
 BL1104'STATE HIGHWAY 150, 75 FEET SOUTH OF THE WOODS ROAD AND IT IS
 BL1104'IN THE CENTER OF THE FOUNDATION LEFT BY THE LOOKOUT TOWER
 BL1104'IT PROJECTS 8 INCHES AND IS STAMPED SHEPHERD NO 2 1935.
 BL1104'
 BL1104'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 131.93 FEET.
 BL1104'
 BL1104'THE AZIMUTH MARK IS 61 FEET SOUTHWEST OF THE CENTER OF STATE
 BL1104'HIGHWAY 150, 12 FEET SOUTHEAST OF A WOODS ROAD AND 2 FEET
 BL1104'WEST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 BL1104'SHEPHERD 1935 RESET 1952.
 BL1104'
 BL1104'TO REACH THE STATION FROM THE POST OFFICE IN SHEPHERD GO NORTHWEST
 BL1104'ON STATE HIGHWAY 150 FOR 5.0 MILES TO THE AZIMUTH MARK ON THE
 BL1104'LEFT AS DESCRIBED, CONTINUE NORTHERLY ON STATE HIGHWAY 150
 BL1104'FOR 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 BL1104
 BL1104                          STATION RECOVERY (1952)
 BL1104
 BL1104'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1952 (JRM)
 BL1104'LOOKOUT TOWER HAS BEEN REMOVED.  STATION IS 84 FT SOUTH OF DIRT
 BL1104'ROAD LEADING EAST AND 336 FT EAST OF CENTERLINE OF STATE
 BL1104'HIGHWAY 150 5.5 MILES SOUTHEAST OF COLD SPRINGS REFERENCE
 BL1104'MARKER ON WEST RIGHT-OF-WAY LINE OF STATE HIGHWAY 150 WEST
 BL1104'OF STATION.
 BL1104
 BL1104                          STATION RECOVERY (1958)
 BL1104
 BL1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHS)
 BL1104'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BL1104'IN GOOD CONDITION AS DESCRIBED.  COULD NOT LOCATE REFERENCE
 BL1104'MARK NO. 3.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 BL1104'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1107 ***********************************************************************
 BL1107  DESIGNATION -  SHEPHERD AZ MK
 BL1107  PID         -  BL1107
 BL1107  STATE/COUNTY-  TX/SAN JACINTO
 BL1107  USGS QUAD   -  CAMILLA (1997)
 BL1107
 BL1107                         *CURRENT SURVEY CONTROL
 BL1107  ___________________________________________________________________
 BL1107* NAD 83(1986)-  30 32 10.     (N)    095 04 54.     (W)     SCALED    
 BL1107* NAVD 88     -        82.72   (+/-2cm)     271.4    (feet)  VERTCON   
 BL1107  ___________________________________________________________________
 BL1107  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1107
 BL1107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1107
 BL1107.The horizontal coordinates were scaled from a topographic map and have
 BL1107.an estimated accuracy of +/- 6 seconds.
 BL1107
 BL1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1107.The vertical order pertains to the NGVD 29 superseded value.
 BL1107
 BL1107.The geoid height was determined by GEOID03.
 BL1107
 BL1107;                    North         East    Units  Estimated Accuracy
 BL1107;SPC TX C     - 3,108,280.    1,203,740.      MT  (+/- 180 meters Scaled)
 BL1107
 BL1107                          SUPERSEDED SURVEY CONTROL
 BL1107
 BL1107  NGVD 29 (??/??/92)   82.731  (m)          271.43   (f) ADJ UNCH    2 0
 BL1107
 BL1107.Superseded values are not recommended for survey control.
 BL1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1107.See file dsdata.txt to determine how the superseded data were derived.
 BL1107
 BL1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP002800(NAD 83)
 BL1107_MARKER: DZ = AZIMUTH MARK DISK
 BL1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1107_STAMPING: SHEPHERD AZIMUTH 1935
 BL1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1107+STABILITY: SURFACE MOTION
 BL1107
 BL1107  HISTORY     - Date     Condition        Report By
 BL1107  HISTORY     - 1935     MONUMENTED       CGS
 BL1107  HISTORY     - 1947     GOOD             NGS
 BL1107
 BL1107                          STATION DESCRIPTION
 BL1107
 BL1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1107'6.2 MI NW FROM SHEPHERD.
 BL1107'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1107'SHEPHERD, THENCE 0.6 MILE WEST ALONG A DIRT ROAD, 29.0 FEET SOUTHWEST
 BL1107'OF A 12-INCH PINE TREE, 18.0 FEET NORTH OF AND LEVEL WITH THE CENTER
 BL1107'LINE OF THE ROAD, 1.6 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 BL1107'A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1105 ***********************************************************************
 BL1105  DESIGNATION -  SHEPHERD RM 1
 BL1105  PID         -  BL1105
 BL1105  STATE/COUNTY-  TX/SAN JACINTO
 BL1105  USGS QUAD   -  CAMILLA (1997)
 BL1105
 BL1105                         *CURRENT SURVEY CONTROL
 BL1105  ___________________________________________________________________
 BL1105* NAD 83(1986)-  30 32 05.     (N)    095 04 14.     (W)     SCALED    
 BL1105* NAVD 88     -        87.21   (+/-2cm)     286.1    (feet)  VERTCON   
 BL1105  ___________________________________________________________________
 BL1105  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1105
 BL1105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1105
 BL1105.The horizontal coordinates were scaled from a topographic map and have
 BL1105.an estimated accuracy of +/- 6 seconds.
 BL1105
 BL1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1105.The vertical order pertains to the NGVD 29 superseded value.
 BL1105
 BL1105.The geoid height was determined by GEOID03.
 BL1105
 BL1105;                    North         East    Units  Estimated Accuracy
 BL1105;SPC TX C     - 3,108,170.    1,204,810.      MT  (+/- 180 meters Scaled)
 BL1105
 BL1105                          SUPERSEDED SURVEY CONTROL
 BL1105
 BL1105  NGVD 29 (??/??/92)   87.214  (m)          286.13   (f) ADJ UNCH    2 0
 BL1105
 BL1105.Superseded values are not recommended for survey control.
 BL1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1105.See file dsdata.txt to determine how the superseded data were derived.
 BL1105
 BL1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP013798(NAD 83)
 BL1105_MARKER: DR = REFERENCE MARK DISK
 BL1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1105_STAMPING: SHEPHERD NO 1 1935
 BL1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1105+STABILITY: SURFACE MOTION
 BL1105
 BL1105  HISTORY     - Date     Condition        Report By
 BL1105  HISTORY     - 1935     MONUMENTED       CGS
 BL1105  HISTORY     - 1947     GOOD             NGS
 BL1105
 BL1105                          STATION DESCRIPTION
 BL1105
 BL1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1105'5.6 MI NW FROM SHEPHERD.
 BL1105'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1105'SHEPHERD, APPROXIMATELY 90 YARDS NORTHEAST OF THE CENTER LINE OF THE
 BL1105'HIGHWAY, 145.0 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD
 BL1105'LEADING NORTHEAST, 124.0 FEET EAST OF THE NORTHEAST CONCRETE BASE OF
 BL1105'AN ABANDONED LOOKOUT TOWER, 88.0 FEET SOUTHEAST OF TRIANGULATION
 BL1105'STATION SHEPHERD, 7.0 FEET NORTHEAST OF A 12 INCH PINE TREE, SET IN
 BL1105'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1106 ***********************************************************************
 BL1106  DESIGNATION -  SHEPHERD RM 2
 BL1106  PID         -  BL1106
 BL1106  STATE/COUNTY-  TX/SAN JACINTO
 BL1106  USGS QUAD   -  CAMILLA (1997)
 BL1106
 BL1106                         *CURRENT SURVEY CONTROL
 BL1106  ___________________________________________________________________
 BL1106* NAD 83(1993)-  30 32 04.77624(N)    095 04 15.91109(W)     ADJUSTED  
 BL1106* NAVD 88     -        87.60   (+/-2cm)     287.4    (feet)  VERTCON   
 BL1106  ___________________________________________________________________
 BL1106  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BL1106  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1106
 BL1106  HORZ ORDER  -  SECOND
 BL1106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1106
 BL1106.The horizontal coordinates were established by classical geodetic methods
 BL1106.and adjusted by the National Geodetic Survey in February 1996..
 BL1106
 BL1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1106.The vertical order pertains to the NGVD 29 superseded value.
 BL1106
 BL1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1106
 BL1106.The geoid height was determined by GEOID03.
 BL1106
 BL1106;                    North         East     Units Scale Factor Converg.
 BL1106;SPC TX C     - 3,108,163.001 1,204,759.476   MT  0.99991470   +2 42 37.3
 BL1106;SPC TX C     -10,197,364.78  3,952,615.05   sFT  0.99991470   +2 42 37.3
 BL1106;UTM  15      - 3,379,857.431   301,306.869   MT  1.00008705   -1 03 09.3
 BL1106
 BL1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1106!SPC TX C     -   0.99999055  x   0.99991470  =   0.99990525
 BL1106!UTM  15      -   0.99999055  x   1.00008705  =   1.00007760
 BL1106
 BL1106                          SUPERSEDED SURVEY CONTROL
 BL1106
 BL1106  NAD 83(1986)-  30 32 04.78862(N)    095 04 15.89682(W) AD(       ) 2
 BL1106  NAD 27      -  30 32 04.06100(N)    095 04 15.12700(W) AD(       ) 2
 BL1106  NGVD 29 (??/??/92)   87.610  (m)          287.43   (f) ADJ UNCH    2 0
 BL1106
 BL1106.Superseded values are not recommended for survey control.
 BL1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1106.See file dsdata.txt to determine how the superseded data were derived.
 BL1106
 BL1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0130779857(NAD 83)
 BL1106_MARKER: DR = REFERENCE MARK DISK
 BL1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1106_STAMPING: SHEPHERD NO 2 1935
 BL1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1106+STABILITY: SURFACE MOTION
 BL1106
 BL1106  HISTORY     - Date     Condition        Report By
 BL1106  HISTORY     - 1935     MONUMENTED       CGS
 BL1106  HISTORY     - 1947     GOOD             NGS
 BL1106
 BL1106                          STATION DESCRIPTION
 BL1106
 BL1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL1106'REFERENCE MARK NO. 2 IS 180 FEET NORTHEAST OF THE CENTER OF
 BL1106'STATE HIGHWAY 150, 75 FEET SOUTH OF THE WOODS ROAD AND IT IS
 BL1106'IN THE CENTER OF THE FOUNDATION LEFT BY THE LOOKOUT TOWER
 BL1106'IT PROJECTS 8 INCHES AND IS STAMPED SHEPHERD NO 2 1935.
 BL1106
 BL1106                          STATION RECOVERY (1947)
 BL1106
 BL1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1106'5.6 MI NW FROM SHEPHERD.
 BL1106'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1106'SHEPHERD, APPROXIMATELY 78 YARDS NORTHEAST OF THE CENTER LINE OF THE
 BL1106'HIGHWAY, 117.0 FEET SOUTHWEST OF TRIANGULATION STATION SHEPHERD, 78.0
 BL1106'FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHEAST,
 BL1106'5.6 FEET NORTHEAST OF A CONCRETE TOOL BOX, AT THE CENTER OF THE BASE
 BL1106'OF AN ABANDONED LOOKOUT TOWER SITE, SET IN THE TOP OF A CONCRETE POST
 BL1106'WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0783 ***********************************************************************
 DO0783  DESIGNATION -  SHEPPARD AFB TANK
 DO0783  PID         -  DO0783
 DO0783  STATE/COUNTY-  TX/WICHITA
 DO0783  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0783
 DO0783                         *CURRENT SURVEY CONTROL
 DO0783  ___________________________________________________________________
 DO0783* NAD 83(1993)-  33 59 24.42669(N)    098 30 05.18660(W)     ADJUSTED  
 DO0783* NAVD 88     -                                                        
 DO0783  ___________________________________________________________________
 DO0783  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 DO0783  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DO0783
 DO0783  HORZ ORDER  -  THIRD
 DO0783
 DO0783.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0783
 DO0783.The horizontal coordinates were established by classical geodetic methods
 DO0783.and adjusted by the National Geodetic Survey in February 1996..
 DO0783
 DO0783
 DO0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0783
 DO0783.The geoid height was determined by GEOID03.
 DO0783
 DO0783;                    North         East     Units Scale Factor Converg.
 DO0783;SPC TXNC     - 2,257,660.882   599,866.883   MT  1.00000663   -0 00 02.8
 DO0783;SPC TXNC     - 7,407,009.08  1,968,063.27   sFT  1.00000663   -0 00 02.8
 DO0783;UTM  14      - 3,761,172.340   546,046.419   MT  0.99962614   +0 16 43.4
 DO0783
 DO0783                          SUPERSEDED SURVEY CONTROL
 DO0783
 DO0783  NAD 83(1993)-  33 59 24.42682(N)    098 30 05.18638(W) AD(       ) 4
 DO0783  NAD 83(1986)-  33 59 24.43025(N)    098 30 05.17366(W) AD(       ) 4
 DO0783  NAD 27      -  33 59 24.09025(N)    098 30 03.97921(W) AD(       ) 3
 DO0783
 DO0783.Superseded values are not recommended for survey control.
 DO0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0783.See file dsdata.txt to determine how the superseded data were derived.
 DO0783
 DO0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4604661172(NAD 83)
 DO0783
 DO0783  HISTORY     - Date     Condition        Report By
 DO0783  HISTORY     - 1965     MONUMENTED       CGS
 DO0783  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0783
 DO0783                          STATION DESCRIPTION
 DO0783
 DO0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0783'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL BOTTOM,
 DO0783'ELEVATED TANK, SUPPORTED BY FOUR LEGS, PAINTED ALTERNATE ORANGE
 DO0783'AND WHITE AND HAS AN OVERALL HEIGHT OF 104 FEET.  IT IS LOCATED
 DO0783'NEAR THE NORTH END OF THE BASE.
 DO0783
 DO0783                          STATION RECOVERY (2001)
 DO0783
 DO0783'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2336 ***********************************************************************
 AH2336  DESIGNATION -  SHERLEY ET
 AH2336  PID         -  AH2336
 AH2336  STATE/COUNTY-  TX/PARMER
 AH2336  USGS QUAD   -  BOVINA (1980)
 AH2336
 AH2336                         *CURRENT SURVEY CONTROL
 AH2336  ___________________________________________________________________
 AH2336* NAD 83(1993)-  34 31 03.86203(N)    102 53 37.83889(W)     ADJUSTED  
 AH2336* NAVD 88     -      1297.6    (meters)    4257.     (feet)  VERTCON   
 AH2336  ___________________________________________________________________
 AH2336  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AH2336  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AH2336
 AH2336  HORZ ORDER  -  THIRD
 AH2336
 AH2336.The horizontal coordinates were established by classical geodetic methods
 AH2336.and adjusted by the National Geodetic Survey in July 1998..
 AH2336
 AH2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2336
 AH2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2336
 AH2336.The geoid height was determined by GEOID03.
 AH2336
 AH2336;                    North         East     Units Scale Factor Converg.
 AH2336;SPC TX N     - 1,058,340.239    72,016.482   MT  1.00003328   -0 48 28.0
 AH2336;SPC TX N     - 3,472,237.93    236,274.07   sFT  1.00003328   -0 48 28.0
 AH2336;UTM  13      - 3,821,578.375   693,326.686   MT  1.00006070   +1 11 37.9
 AH2336
 AH2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2336!SPC TX N     -   0.99980018  x   1.00003328  =   0.99983345
 AH2336!UTM  13      -   0.99980018  x   1.00006070  =   0.99986087
 AH2336
 AH2336                          SUPERSEDED SURVEY CONTROL
 AH2336
 AH2336  NGVD 29 (07/28/98) 1297.0    (m)         4255.     (f) VERT ANG       
 AH2336
 AH2336.Superseded values are not recommended for survey control.
 AH2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2336.See file dsdata.txt to determine how the superseded data were derived.
 AH2336
 AH2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU9332721578(NAD 83)
 AH2336_MARKER: DS = TRIANGULATION STATION DISK
 AH2336
 AH2336  HISTORY     - Date     Condition        Report By
 AH2336  HISTORY     - 1962     MONUMENTED       USGS
 AH2336
 AH2336                          STATION DESCRIPTION
 AH2336
 AH2336'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2336'AT BOVINA, ON TOP OF THE MOST SOUTHERLY HEADER HOUSE OF THE SHERLEY,
 AH2336'ANDERSON AND PITTMAN, INC., GRAIN ELEVATOR.
 AH2336'RECOVERED BY USGS IN 1963.
 AH2336'STATION MARK--STANDARD TABLET STAMPED---SHERLEY-ET 1962---, SET IN THE
 AH2336'CONCRETE ROOF 5.2 FT. NW. OF THE SE. EDGE AND 14.7 FT. SW. OF THE NE.
 AH2336'EDGE.
 AH2336'AZIMUTH MARK--A CRACK IN THE E. GABLE OF WHITE GARAGE AT AN ISOLATED
 AH2336'FARM ABOUT 0.75 MI. W. OF THE STATION IN TRUE DIRECTION 86 DEGREES 00
 AH2336'MINUTES 15 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0142 ***********************************************************************
 CE0142  DESIGNATION -  SHERMAN
 CE0142  PID         -  CE0142
 CE0142  STATE/COUNTY-  TX/EL PASO
 CE0142  USGS QUAD   -  FORT BLISS SE (1994)
 CE0142
 CE0142                         *CURRENT SURVEY CONTROL
 CE0142  ___________________________________________________________________
 CE0142* NAD 83(1993)-  31 48 11.59316(N)    106 17 41.80062(W)     ADJUSTED  
 CE0142* NAVD 88     -      1223.591  (meters)    4014.40   (feet)  ADJUSTED  
 CE0142  ___________________________________________________________________
 CE0142  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CE0142  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0142  DYNAMIC HT  -        1221.717 (meters)    4008.25  (feet)  COMP
 CE0142  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 CE0142
 CE0142  HORZ ORDER  -  SECOND
 CE0142  VERT ORDER  -  FIRST     CLASS I
 CE0142
 CE0142.The horizontal coordinates were established by classical geodetic methods
 CE0142.and adjusted by the National Geodetic Survey in February 1996..
 CE0142
 CE0142.The orthometric height was determined by differential leveling
 CE0142.and adjusted by the National Geodetic Survey in November 1996..
 CE0142
 CE0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0142
 CE0142.The geoid height was determined by GEOID03.
 CE0142
 CE0142.The dynamic height is computed by dividing the NAVD 88
 CE0142.geopotential number by the normal gravity value computed on the
 CE0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0142.degrees latitude (g = 980.6199 gals.).
 CE0142
 CE0142.The modeled gravity was interpolated from observed gravity values.
 CE0142
 CE0142;                    North         East     Units Scale Factor Converg.
 CE0142;SPC TX C     - 3,251,980.311   135,750.601   MT  0.99997946   -3 04 14.1
 CE0142;SPC TX C     -10,669,205.40    445,375.10   sFT  0.99997946   -3 04 14.1
 CE0142;UTM  13      - 3,519,354.578   377,420.376   MT  0.99978531   -0 40 57.1
 CE0142
 CE0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0142!SPC TX C     -   0.99981169  x   0.99997946  =   0.99979115
 CE0142!UTM  13      -   0.99981169  x   0.99978531  =   0.99959704
 CE0142
 CE0142|---------------------------------------------------------------------|
 CE0142| PID    Reference Object                     Distance      Geod. Az  |
 CE0142|                                                           dddmmss.s |
 CE0142| CE0401 SHERMAN RM 5                         19.527 METERS 02102     |
 CE0142| CE0533 VORTAC EL PASO ELP                  APPROX. 1.9 KM 0411840.4 |
 CE0142| CE0400 SHERMAN RM 3                         27.268 METERS 07837     |
 CE0142| CE0402 SHERMAN RM 4                        459.968 METERS 1654247.8 |
 CE0142| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 4.2 KM 1830117.2 |
 CE0142| CE0541 EL PASO EASTWOOD MUN TANK           APPROX. 7.3 KM 2403438.3 |
 CE0142| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX.10.0 KM 2432446.4 |
 CE0142| CE0556 EL PASO KTSM RADIO MAST             APPROX.11.9 KM 2464226.1 |
 CE0142| CE0139 D 180                                              2603527.8 |
 CE0142| CE0143 SHERMAN RM 1                         19.679 METERS 26144     |
 CE0142| CE0527 SITE MONITER WATER TANK             APPROX. 0.9 KM 3293143.0 |
 CE0142| CC8237 SHERMAN RM 2                         17.034 METERS 33700     |
 CE0142|---------------------------------------------------------------------|
 CE0142
 CE0142                          SUPERSEDED SURVEY CONTROL
 CE0142
 CE0142  NAD 83(1993)-  31 48 11.59619(N)    106 17 41.79933(W) AD(       ) 2
 CE0142  NAD 83(1986)-  31 48 11.59755(N)    106 17 41.79863(W) AD(       ) 2
 CE0142  NAD 27      -  31 48 11.20500(N)    106 17 39.86700(W) AD(       ) 2
 CE0142  NAVD 88 (06/15/91) 1223.584  (m)         4014.38   (f) UNKNOWN     1 1
 CE0142  NGVD 29 (??/??/92) 1222.948  (m)         4012.29   (f) ADJ UNCH    1 1
 CE0142
 CE0142.Superseded values are not recommended for survey control.
 CE0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0142.See file dsdata.txt to determine how the superseded data were derived.
 CE0142
 CE0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7742019355(NAD 83)
 CE0142_MARKER: DS = TRIANGULATION STATION DISK
 CE0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0142_SP_SET: CONCRETE POST
 CE0142_STAMPING: SHERMAN 1943
 CE0142_MARK LOGO: CGS   
 CE0142_PROJECTION: FLUSH
 CE0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0142+STABILITY: SURFACE MOTION
 CE0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0142+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 CE0142
 CE0142  HISTORY     - Date     Condition        Report By
 CE0142  HISTORY     - 1943     MONUMENTED       CGS
 CE0142  HISTORY     - 1955     GOOD             AMS
 CE0142  HISTORY     - 1956     GOOD             CGS
 CE0142  HISTORY     - 1958     GOOD             NGS
 CE0142  HISTORY     - 1971     GOOD             NGS
 CE0142  HISTORY     - 1972     GOOD             NGS
 CE0142  HISTORY     - 1980     GOOD             NGS
 CE0142  HISTORY     - 1981     GOOD             NGS
 CE0142  HISTORY     - 1981     GOOD             NGS
 CE0142  HISTORY     - 19921117 GOOD             NGS
 CE0142  HISTORY     - 19990811 GOOD             NGS
 CE0142  HISTORY     - 20030618 GOOD             NGS
 CE0142  HISTORY     - 20050403 GOOD             USPSQD
 CE0142
 CE0142                          STATION DESCRIPTION
 CE0142
 CE0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0142'STATION IS LOCATED 11 MILES E AND 2-1/2 MILES N OF THE CENTER
 CE0142'OF EL PASO, JUST N OF U.S. HIGHWAY 62.
 CE0142'
 CE0142'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CE0142'CONCRETE POST, FLUSH WITH GROUND.  IT IS STAMPED SHERMAN
 CE0142'1943.
 CE0142'
 CE0142'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CE0142'OF A CONCRETE POST, FLUSH WITH GROUND.  IT IS STAMPED SHERMAN
 CE0142'NO 1 1943.
 CE0142'
 CE0142'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CE0142'OF A CONCRETE POST, WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND,
 CE0142'AND IS ABOUT 4 FEET HIGHER THAN THE STATION.  IT IS STAMPED
 CE0142'SHERMAN NO 2 1943.
 CE0142'
 CE0142'AZIMUTH MARK IS ABOUT 1.7 MILES W OF THE STATION, ABOUT 48
 CE0142'FEET S OF THE CENTER LINE OF U.S. HIGHWAY 62, AND ABOUT 72
 CE0142'FEET E OF AN IRON GATEPOST.  IT IS A BRONZE BENCH-MARK DISK
 CE0142'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 16
 CE0142'INCHES ABOVE GROUND.  IT IS STAMPED D 180 1933.
 CE0142'
 CE0142'TO REACH FROM THE INTERSECTION OF NORTH PIEDRAS STREET AND
 CE0142'ALAMEDA AVENUE IN EL PASO, GO N ON U.S. HIGHWAY 62 FOR 0.7
 CE0142'MILE, TURN RIGHT AND CONTINUE ON U.S. HIGHWAY 62 3.7 MILES
 CE0142'TO RAILROAD CROSSING.  KEEP STRAIGHT AHEAD ON HIGHWAY 62
 CE0142'FOR 5.9 MILES TO T-ROAD LEFT AND SIGN SHERMAN RANCH.  CONTINUE
 CE0142'E ON HIGHWAY 0.45 MILE TO FENCE CORNER AND STATION.  THE
 CE0142'STATION IS 54.3 FEET N OF THE CENTER LINE OF THE HIGHWAY AND
 CE0142'8.8 FEET E OF THE FENCE CORNER.
 CE0142'
 CE0142'A 64-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
 CE0142'
 CE0142'HEIGHT OF LIGHT ABOVE STATION MARK - 21 METERS.
 CE0142
 CE0142                          STATION RECOVERY (1955)
 CE0142
 CE0142'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0142'THE STATION, A STANDARD DISK, STAMPED SHERMAN 1943 AND SET
 CE0142'IN A CONCRETE POST, WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CE0142'IT IS 23.2 FT. E-SE OF THE NEAR EDGE OF A DARK BUSH, 30.3 FT.
 CE0142'E-NE OF THE NEAR EDGE OF A DARK BUSH, 30.6 FT. S OF THE NEAR
 CE0142'EDGE OF A LARGE BUSH, AND 52.6 FT. N-NW OF THE CENTERLINE OF
 CE0142'HIGHWAYS 180 AND 62.
 CE0142'
 CE0142'REFERENCE MARK 2 IS NO GOOD.
 CE0142'
 CE0142'AZIMUTH MARK IS GOOD.
 CE0142
 CE0142                          STATION RECOVERY (1956)
 CE0142
 CE0142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LWD)
 CE0142'THE STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION AS
 CE0142'DESCRIBED.  R.M. 2 HAD BEEN DUG UP AND LAYING NEAR THE STATION.
 CE0142'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CE0142
 CE0142                          STATION RECOVERY (1958)
 CE0142
 CE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CE0142'7.5 MI E FROM EL PASO.
 CE0142'ABOUT 7.5 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0142'OF LOOP 16 AT EL PASO, 52 FEET NORTH OF THE CENTER LINE OF THE
 CE0142'HIGHWAY, 92 FEET WEST OF A POWER POLE, 2 FEET SOUTH OF A CONCRETE
 CE0142'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 CE0142'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CE0142
 CE0142                          STATION RECOVERY (1971)
 CE0142
 CE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CE0142'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 CE0142'(BENCH MARK D 180 1933) WERE RECOVERED IN GOOD CONDITION.
 CE0142'REFERENCE MARK NO. 2 WAS FOUND DESTROYED, THE MONUMENT WAS
 CE0142'LYING ON TOP OF THE GROUND WITH THE DISK REMOVED.  REFERENCE
 CE0142'MARK NO. 3 WAS SET.
 CE0142'
 CE0142'A NEW DESCRIPTION FOLLOWS--
 CE0142'
 CE0142'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF U.S.
 CE0142'HIGHWAYS 61 AND 180, NEAR THE EAST EDGE OF EL PASO.
 CE0142'
 CE0142'THE STATION MARK IS A STANDARD DISK STAMPED SHERMAN 1943,
 CE0142'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 CE0142'IT IS 92 FEET WEST OF A POWER POLE, 53 FEET NORTH OF THE CENTER
 CE0142'OF THE HIGHWAY, AND 1.5 FEET SOUTH OF 3 X 3-INCH CONCRETE
 CE0142'USBM WITNESS POST AND A METAL WITNESS POST.
 CE0142'
 CE0142'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SHERMAN
 CE0142'NO 1 1943, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 CE0142'GROUND.  IT IS 53 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 CE0142'AND 0.8 FOOT SOUTH OF A METAL WITNESS POST.
 CE0142'
 CE0142'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED SHERMAN
 CE0142'1943 NO 3 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH
 CE0142'PROJECTS 2-INCHES.  IT IS 57 FEET NORTH OF THE CENTER OF
 CE0142'THE HIGHWAY, 3 FEET WEST OF A POWER POLE, AND 2.3 FEET SOUTH
 CE0142'OF A METAL WITNESS POST.
 CE0142'
 CE0142'THE BENCH MARK (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 CE0142'D 180 1933, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CE0142'8-INCHES.  IT IS 102 FEET SOUTH OF AND ACROSS THE HIGHWAY
 CE0142'FROM A TELEPHONE CABLE INSPECTION BOX, 49 FEET SOUTH OF THE
 CE0142'CENTER OF THE HIGHWAY, AND 1.5 FEET EAST OF A METAL WITNESS
 CE0142'POST.
 CE0142'
 CE0142'TO REACH THE STATION FROM THE INTERSECTION OF AIRPORT ROAD
 CE0142'AND MONTANA AVENUE (U.S. HIGHWAYS 61 AND 180), GO EAST ON MONTANA
 CE0142'ROAD FOR 4.1 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 CE0142'CONTINUE EAST ON THE HIGHWAY FOR 1.7 MILES TO THE STATION ON
 CE0142'THE LEFT AS DESCRIBED.  THE AIRPORT ROAD AND MONTANA AVENUE
 CE0142'INTERSECTION IS JUST SOUTH OF THE INTERANTIONAL AIRPORT.
 CE0142'
 CE0142'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11
 CE0142'MILES ENE OF C OF EL PASO
 CE0142
 CE0142                          STATION RECOVERY (1972)
 CE0142
 CE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CE0142'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1971 DESCRIPTION
 CE0142'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND
 CE0142'DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.  DUE TO ROAD
 CE0142'CONSTRUCTION THE AZIMUTH MARK (B.M. D-180 1933) WILL BE DESTROYED
 CE0142'IN THE NEAR FUTURE.
 CE0142'
 CE0142'REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS TIME.
 CE0142'
 CE0142'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF
 CE0142'A ROUND CONCRETE POST THAT PROJECTS ABOUT 6-INCHES AND IS
 CE0142'STAMPED SHERMAN 1943 NO 4 1972.  IT IS 29 FEET EAST OF THE
 CE0142'CENTER-LINE OF LEE BLVD., 3 FEET NORTH OF A HI-LINE POLE
 CE0142'AND 2.4 FEET SOUTH OF A METAL WITNESS POST.
 CE0142'
 CE0142'TO REACH REFERENCE MARK NO. 4 FROM THE STATION, GO EASTERLY
 CE0142'ON U.S. HWYS. 62 AND 180 FOR 0.05 MILE TO A SURFACE ROAD
 CE0142'ON THE RIGHT, LEE BLVD., TURN RIGHT AND GO SOUTHERLY ON LEE
 CE0142'BLVD. FOR 0.25 MILE TO MARK ON THE LEFT.
 CE0142'
 CE0142'THE 1971 DESCRIPTION OF THE STATION AND THE TO REACH IS ADEQUATE
 CE0142'AND CORRECT.
 CE0142'
 CE0142'THE STATION MARK AND REFERENCE MARK NO. 1 ARE ALSO VERTICAL
 CE0142'CONTROL MARKS.
 CE0142'
 CE0142'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EL PASO
 CE0142'12 MILES EAST-NORTHEAST
 CE0142
 CE0142                          STATION RECOVERY (1980)
 CE0142
 CE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0142'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND REFERENCE
 CE0142'MARK 4 (USED AS THE AZIMUTH MARK) WERE RECOVERED AND FOUND
 CE0142'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 CE0142'MARKS 1 AND 3 AND THE DIRECTION TO REFERENCE MARK 4 COMPARED
 CE0142'FAVORABLY WITH THE 1972 DATA BY L.F.S.  A TOWER COULD NOT
 CE0142'BE BUILT OVER THE STATION MARK DUE TO POWER LINES, THEREFORE,
 CE0142'A NEW REFERENCE MARK 5 WAS ESTABLISHED AND OCCUPIED AT THIS
 CE0142'TIME.  A PRECISE SHORT TRAVERSE CONNECTION WAS MADE
 CE0142'TO SHERMAN 1943 RM 5.
 CE0142'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CE0142'THE STATION IS LOCATED ABOUT 18.5 KM (11-1/2 MI)
 CE0142'EAST-NORTHEAST FROM DOWNTOWN EL PASO, 16.1 KM (10 MI)
 CE0142'NORTH-NORTHWEST OF HORIZON CITY, AND 11.3 KM (7 MI)
 CE0142'NORTH-NORTHEAST OF YSLETA.
 CE0142'OWNERSHIP--DEPARTMENT OF THE ARMY, PERMISSION GRANTED BY
 CE0142'MR. JESSE WOOD, OFFICE BUILDING 1016, FORT BLISS, TX 79906,
 CE0142'TELEPHONE NUMBER 915 568-3034.
 CE0142'
 CE0142'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CE0142'10 AND LOOP 375 (EXIT 34), ABOUT 20.9 KM (13 MI) EAST-SOUTHEAST
 CE0142'FROM DOWNTOWN EL PASO, GO NORTH ON LOOP 375 (AMERICAS
 CE0142'AVENUE) FOR 6.9 KM (4.3 MI) TO A CROSSROAD (ZARAGOSA ROAD).
 CE0142'CONTINUE NORTH ON LOOP 375 FOR 4.5 KM (2.8 MI) TO A T-ROAD
 CE0142'JUNCTION AND U.S. HIGHWAYS 62 AND 180 (MONTANA AVENUE).  TURN
 CE0142'LEFT AND GO WEST ON MONTANA AVENUE FOR 2.4 KM (1.5 MI) TO
 CE0142'A SIDE ROAD ON THE LEFT (LEE BOULEVARD).  CONTINUE WEST ON
 CE0142'THE PAVED ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 CE0142'RIGHT AS DESCRIBED.
 CE0142'
 CE0142'THE STATION IS A STANDARD CGS DISK
 CE0142'STAMPED---SHERMAN 1943---,
 CE0142'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0142'FLUSH WITH GROUND.  IT IS LOCATED
 CE0142'28.18 METERS (92.5 FT) WEST FROM A POWER LINE POLE NEAR
 CE0142'REFERENCE MARK 3,
 CE0142'16.02 METERS (52.6 FT) NORTH FROM THE CENTERLINE OF WEST BOUND
 CE0142'LANE, AND
 CE0142'0.50 METER (1.6 FT) SOUTH-SOUTHEAST FROM A US BM CONCRETE WITNESS
 CE0142'POST.
 CE0142'
 CE0142'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 CE0142'STAMPED---SHERMAN 1943 NO 1---,
 CE0142'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0142'FLUSH WITH GROUND.  IT IS LOCATED
 CE0142'16.22 METERS (53.2 FT) NORTH FROM THE CENTERLINE OF WEST BOUND
 CE0142'LAND, AND
 CE0142'0.25 METER (0.10 FT) SOUTH FROM A METAL WITNESS POST.
 CE0142'MARK IS LEVEL WITH STATION.
 CE0142'
 CE0142'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK
 CE0142'STAMPED---SHERMAN 1943 NO 3 1971---,
 CE0142'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 CE0142'FLUSH WITH GROUND.  IT IS LOCATED
 CE0142'17.92 METERS (58.8 FT) NORTH FROM THE CENTERLINE OF THE WEST
 CE0142'BOUND LANE, AND
 CE0142'0.84 METER (2.8 FT) WEST FROM A POWER LINE POLE.
 CE0142'MARK IS LEVEL WITH STATION.
 CE0142'
 CE0142'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK
 CE0142'STAMPED---SHERMAN 1943 NO 5 1980---,
 CE0142'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0142'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0142'33.07 METERS (108.5 FT) NORTH FROM THE CENTERLINE OF THE WEST
 CE0142'BOUND LANE,
 CE0142'24.38 METERS (80.0 FT) NORTH-NORTHWEST FROM A POWER LINE POLE, AND
 CE0142'19.35 METERS (63.5 FT) NORTH-NORTHEAST FROM A US BM CONCRETE
 CE0142'WITNESS POST.
 CE0142'MARK IS BELOW STATION 0.2 METERS.
 CE0142'
 CE0142'AZIMUTH MARK IS A STANDARD NGS REFERENCE MARK DISK
 CE0142'STAMPED---SHERMAN 1943 NO 4 1972---,
 CE0142'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CE0142'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0142'8.84 METERS (29.0 FT) EAST FROM THE CENTER OF THE PAVED ROAD,
 CE0142'1.10 METERS (3.6 FT) NORTH FROM A POWER LINE POLE, AND
 CE0142'0.73 METER (2.4 FT) SOUTH FROM A METAL WITNESS POST.
 CE0142'TO REACH SHERMAN 1943 RM 4
 CE0142'FROM THE STATION PROCEED EAST ON
 CE0142'MONTANA AVENUE FOR 0.1 KM (0.05 MI) TO LEE BOULEVARD ON THE
 CE0142'RIGHT.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.4 KM
 CE0142'(0.25 MI) TO THE MARK ON THE LEFT AS DESCRIBED.
 CE0142'
 CE0142'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CE0142
 CE0142                          STATION RECOVERY (1981)
 CE0142
 CE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CE0142'REFERENCE MARKS NO 1, NO 3, AND NO 4 WERE RECOVERED AS DESCRIBED AND
 CE0142'IN GOOD CONDITON, RM NO 5 WAS SET IN 1980, AND WILL BE DESCRIBED BY A
 CE0142'TRIANGULATION PARTY IN THE AREA.
 CE0142
 CE0142                          STATION RECOVERY (1981)
 CE0142
 CE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0142'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CE0142'12.7 KM (7.9 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0142'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, 0.2 KM
 CE0142'(0.1 MI) WEST OF LEE BOULEVARD, 28.0 METERS (92.0 FT) WEST OF A
 CE0142'UTILITY POLE, 27.2 METERS (89.4 FT) WEST OF RM 3, 19.7 METERS (64.6
 CE0142'FT) EAST OF RM 1 AND 16.2 METERS (53.0 FT) NORTH OF THE CENTERLINE
 CE0142'OF THE WEST BOUND LANES OF THE HIGHWAY.
 CE0142'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CE0142
 CE0142                          STATION RECOVERY (1992)
 CE0142
 CE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0142'12.6 KM (7.80 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0142'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 0.1 KM (0.05 MI) WEST
 CE0142'OF THE INTERSECTION OF LEE BOULEVARD, 28.0 M (91.9 FT) WEST OF A
 CE0142'UTILITY POLE, 27.2 M (89.2 FT) WEST OF REFERENCE MARK 3, 19.7 M
 CE0142'(64.6 FT) EAST OF REFERENCE MARK 1, 19.5 M (64.0 FT) SOUTH OF
 CE0142'REFERENCE MARK 5, 16.2 M (53.1 FT) NORTH OF THE CENTERLINE OF THE
 CE0142'WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 CE0142'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) NORTH
 CE0142'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CE0142
 CE0142                          STATION RECOVERY (1999)
 CE0142
 CE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CE0142'RECOVERED AS DESCRIBED.
 CE0142
 CE0142                          STATION RECOVERY (2003)
 CE0142
 CE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0142'RECOVERED IN GOOD CONDITION.
 CE0142
 CE0142                          STATION RECOVERY (2005)
 CE0142
 CE0142'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1336 ***********************************************************************
 DN1336  DESIGNATION -  SHERMAN
 DN1336  PID         -  DN1336
 DN1336  STATE/COUNTY-  TX/DENTON
 DN1336  USGS QUAD   -  PONDER (1968)
 DN1336
 DN1336                         *CURRENT SURVEY CONTROL
 DN1336  ___________________________________________________________________
 DN1336* NAD 83(1993)-  33 08 42.21869(N)    097 22 09.19889(W)     ADJUSTED  
 DN1336* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 DN1336  ___________________________________________________________________
 DN1336  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 DN1336  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DN1336
 DN1336  HORZ ORDER  -  FIRST
 DN1336
 DN1336.The horizontal coordinates were established by classical geodetic methods
 DN1336.and adjusted by the National Geodetic Survey in February 1996..
 DN1336
 DN1336.The orthometric height was scaled from a topographic map.
 DN1336
 DN1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1336
 DN1336.The geoid height was determined by GEOID03.
 DN1336
 DN1336;                    North         East     Units Scale Factor Converg.
 DN1336;SPC TXNC     - 2,164,506.648   705,486.246   MT  0.99987395   +0 37 00.2
 DN1336;SPC TXNC     - 7,101,385.56  2,314,582.79   sFT  0.99987395   +0 37 00.2
 DN1336;UTM  14      - 3,668,552.267   652,099.039   MT  0.99988524   +0 53 30.5
 DN1336
 DN1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1336!SPC TXNC     -   0.99996551  x   0.99987395  =   0.99983946
 DN1336!UTM  14      -   0.99996551  x   0.99988524  =   0.99985075
 DN1336
 DN1336|---------------------------------------------------------------------|
 DN1336| PID    Reference Object                     Distance      Geod. Az  |
 DN1336|                                                           dddmmss.s |
 DN1336| CY2264 SHERMAN RM 1                         26.006 METERS 09210     |
 DN1336| DN1337 JUSTIN MUNICIPAL TANK               APPROX. 9.2 KM 1340436.0 |
 DN1336| CY2263 SHERMAN AZ MK                                      1671623.0 |
 DN1336| CY2265 SHERMAN RM 2                         26.344 METERS 18225     |
 DN1336|---------------------------------------------------------------------|
 DN1336
 DN1336                          SUPERSEDED SURVEY CONTROL
 DN1336
 DN1336  NAD 83(1993)-  33 08 42.22036(N)    097 22 09.18829(W) AD(       ) 1
 DN1336  NAD 83(1986)-  33 08 42.22320(N)    097 22 09.18412(W) AD(       ) 1
 DN1336  NAD 27      -  33 08 41.79000(N)    097 22 08.10800(W) AD(       ) 1
 DN1336
 DN1336.Superseded values are not recommended for survey control.
 DN1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1336.See file dsdata.txt to determine how the superseded data were derived.
 DN1336
 DN1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5209968552(NAD 83)
 DN1336_MARKER: DS = TRIANGULATION STATION DISK
 DN1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1336
 DN1336  HISTORY     - Date     Condition        Report By
 DN1336  HISTORY     - 1935     MONUMENTED       CGS
 DN1336  HISTORY     - 1938     GOOD             TXGS
 DN1336  HISTORY     - 1947     GOOD             CGS
 DN1336  HISTORY     - 1955     GOOD             TXHD
 DN1336  HISTORY     - 1960     GOOD             CGS
 DN1336  HISTORY     - 19950629 GOOD             USPSQD
 DN1336
 DN1336                          STATION DESCRIPTION
 DN1336
 DN1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1336'STATION IS ABOUT 14 MILES SE OF DECATUR, ABOUT 5 MILES SW
 DN1336'OF PONDER, ABOUT 5-1/2 MILES NW OF JUSTIN, ON FARM OWNED
 DN1336'AND OCCUPIED BY LEWIS SHERMAN, IN HIS BARN YARD, ON ITS
 DN1336'N FENCE LINE, 65 FEET NNW OF NW CORNER OF HIS HOUSE, 91
 DN1336'FEET NE OF CENTER (PUMP) OF HIS WINDMILL, 52 FEET ENE OF
 DN1336'NE CORNER OF THE GARAGE.  THE MARK IS FLUSH WITH THE SURFACE.
 DN1336'
 DN1336'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1336'BRONZE DISKS SET IN CONCRETE.
 DN1336'
 DN1336'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT S OF THE
 DN1336'N BARNYARD FENCE, 55 FEET NNE OF NE CORNER OF THE HOUSE.
 DN1336'IT IS FLUSH WITH THE SURFACE.
 DN1336'
 DN1336'REFERENCE MARK NO. 2 IS S OF THE STATION, AT NE CORNER OF
 DN1336'THE SMOKEHOUSE, 37 FEET WNW OF SW CORNER OF THE HOUSE.  IT
 DN1336'IS FLUSH WITH THE SURFACE.
 DN1336'
 DN1336'AZIMUTH MARK IS SSE OF THE STATION, 15 FEET E OF THE CENTER
 DN1336'LINE OF N-S GRAVEL ROAD, ON PASTURE (RIGHT-OF-WAY) FENCE
 DN1336'LINE.  IT PROJECTS 4 INCHES.
 DN1336'
 DN1336'TO REACH FROM THE RAILROAD STATION IN PONDER.  GO W ON ITS
 DN1336'MAIN STREET 0.1 MILE TO A N-S STREET.  THENCE S 0.25 MILE
 DN1336'TO AN E-W ROAD.  THENCE W ON LIGHTLY GRAVELED ROAD, 2.2
 DN1336'MILES TO A N-S ROAD.  THENCE S 0.2 MILE TO A T-ROAD LEADING
 DN1336'W.  THENCE W ON GRADED DIRT ROAD, 2.05 MILES TO A CROSSROADS
 DN1336'AT A SCHOOLHOUSE.  THENCE S 1.0 MILE TO A JOG E FOR A DISTANCE
 DN1336'OF 0.15 MILE.  THENCE S 1.0 MILE TO AN E-W ROAD.  THENCE
 DN1336'W 0.5 MILE TO WHERE THIS ROAD TURNS S.  CONTINUE W 0.1 MILE
 DN1336'ON MR. SHERMANS LANE TO HIS HOUSE AND STATION.
 DN1336'
 DN1336'ALL LIGHTS ARE VISIBLE FROM THE GROUND EXCEPT MARTIN WHICH
 DN1336'COMES INTO VIEW AT 20 FEET.
 DN1336'
 DN1336'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 DN1336
 DN1336                          STATION RECOVERY (1938)
 DN1336
 DN1336'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1336'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1336
 DN1336                          STATION RECOVERY (1947)
 DN1336
 DN1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1336'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 DN1336'TO BE IN GOOD CONDITION.
 DN1336'
 DN1336'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF DECATUR,
 DN1336'ABOUT 5 MILES SOUTHWEST OF PONDER, ABOUT 5-1/2 MILES NORTHWEST
 DN1336'OF JUSTIN, ON FARM OWNED AND OCCUPIED BY LEWIS SHERMAN,
 DN1336'IN HIS BARN YARD, ON ITS NORTH FENCELINE, 65 FEET NORTH-NORTHWEST
 DN1336'OF NORTHWEST CORNER OF HIS HOUSE, 91 FEET NORTHEAST OF CENTER
 DN1336'(PUMP) OF HIS WINDMILL, 52 FEET EAST-NORTHEAST OF NORTHEAST
 DN1336'CORNER OF THE GARAGE.  THE MARK IS FLUSH WITH THE GROUND
 DN1336'AND IS STAMPED SHERMAN 1935.
 DN1336'
 DN1336'REFERENCE MARK NO. 1 IS 85.32 FEET EAST OF THE STATION,
 DN1336'1 FOOT SOUTH OF THE NORTH BARN YARD FENCE, 55 FEET NORTH-NORTHEAST
 DN1336'OF NORTHEAST CORNER OF THE HOUSE.  IT IS FLUSH WITH THE
 DN1336'GROUND AND THE DISK IS STAMPED SHERMAN NO 1 1935.
 DN1336'
 DN1336'REFERENCE MARK NO. 2 IS 86.43 FEET SOUTH OF THE STATION,
 DN1336'AT NORTHEAST CORNER OF SMOKE HOUSE, 37 FEET WEST-NORTHWEST
 DN1336'OF SOUTHWEST CORNER OF HOUSE.  IT IS FLUSH WITH THE GROUND
 DN1336'AND THE DISK IS STAMPED SHERMAN NO 2 1935.
 DN1336'
 DN1336'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE SOUTH-SOUTHEAST
 DN1336'OF STATION, 15 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 DN1336'GRAVEL ROAD, ON PASTURE (RIGHT-OF-WAY) FENCE LINE.  IT PROJECTS
 DN1336'4 INCHES AND THE DISK IS STAMPED AZIMUTH 1935.
 DN1336'
 DN1336'TO REACH FROM THE RR STATION IN PONDER--GO WEST ON ITS MAIN
 DN1336'STREET 0.1 MILE TO A NORTH-SOUTH STREET.  THENCE SOUTH 0.25
 DN1336'MILE TO AN EAST-WEST ROAD, THENCE WEST ON LIGHTLY GRAVELED
 DN1336'ROAD, 2.2 MILES TO A NORTH-SOUTH ROAD.  THENCE SOUTH 0.2
 DN1336'MILE TO A T-ROAD LEADING WEST.  THENCE WEST ON GRADED DIRT
 DN1336'ROAD, 2.05 MILES TO A CROSS ROAD AT A SCHOOLHOUSE.  THENCE
 DN1336'SOUTH 1.0 MILE TO A JOG EAST FOR A DISTANCE OF 0.15 MILE.
 DN1336'THENCE SOUTH 1.0 MILE TO AN EAST WEST ROAD.  THENCE WEST
 DN1336'0.5 MILE TO WHERE THIS ROAD TURNS SOUTH.  CONTINUE WEST
 DN1336'0.1 MILE ON MR SHERMANS LANE TO HIS HOUSE AND STATIONS.
 DN1336'
 DN1336'TO REACH AZIMUTH MARK FROM STATION GO APPROXIMATELY 0.45
 DN1336'MILE SOUTH-SOUTHEAST OF STATION AND MARK ON RIGHT SIDE OF
 DN1336'ROAD.
 DN1336'
 DN1336'HEIGHT OF LIGHT ABOVE STATION MARK 100-FEET.
 DN1336
 DN1336                          STATION RECOVERY (1955)
 DN1336
 DN1336'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 DN1336'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 DN1336'NO REFERENCE MARKERS RECOVERED.  THE AZIMUTH MARK WAS ALSO
 DN1336'RECOVERED IN GOOD CONDITION.
 DN1336
 DN1336                          STATION RECOVERY (1960)
 DN1336
 DN1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1336'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1336'
 DN1336'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1336
 DN1336                          STATION RECOVERY (1995)
 DN1336
 DN1336'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0507 ***********************************************************************
 DN0507  DESIGNATION -  SHERMAN 1
 DN0507  PID         -  DN0507
 DN0507  STATE/COUNTY-  TX/GRAYSON
 DN0507  USGS QUAD   -  SHERMAN (1974)
 DN0507
 DN0507                         *CURRENT SURVEY CONTROL
 DN0507  ___________________________________________________________________
 DN0507* NAD 83(1986)-  33 37 43.     (N)    096 36 07.     (W)     SCALED    
 DN0507* NAVD 88     -       215.592  (meters)     707.32   (feet)  ADJUSTED  
 DN0507  ___________________________________________________________________
 DN0507  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DN0507  DYNAMIC HT  -         215.360 (meters)     706.56  (feet)  COMP
 DN0507  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 DN0507
 DN0507  VERT ORDER  -  SECOND    CLASS 0
 DN0507
 DN0507.The horizontal coordinates were scaled from a topographic map and have
 DN0507.an estimated accuracy of +/- 6 seconds.
 DN0507
 DN0507.The orthometric height was determined by differential leveling
 DN0507.and adjusted by the National Geodetic Survey in June 1991..
 DN0507
 DN0507.The geoid height was determined by GEOID03.
 DN0507
 DN0507.The dynamic height is computed by dividing the NAVD 88
 DN0507.geopotential number by the normal gravity value computed on the
 DN0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0507.degrees latitude (g = 980.6199 gals.).
 DN0507
 DN0507.The modeled gravity was interpolated from observed gravity values.
 DN0507
 DN0507;                    North         East    Units  Estimated Accuracy
 DN0507;SPC TXNC     - 2,219,160.      776,090.      MT  (+/- 180 meters Scaled)
 DN0507
 DN0507                          SUPERSEDED SURVEY CONTROL
 DN0507
 DN0507  NGVD 29 (??/??/92)  215.575  (m)          707.27   (f) ADJ UNCH    2 0
 DN0507
 DN0507.Superseded values are not recommended for survey control.
 DN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0507.See file dsdata.txt to determine how the superseded data were derived.
 DN0507
 DN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC224235(NAD 83)
 DN0507_MARKER: DB = BENCH MARK DISK
 DN0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0507_STAMPING: SHERMAN NO 1 1934
 DN0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0507+STABILITY: SURFACE MOTION
 DN0507
 DN0507  HISTORY     - Date     Condition        Report By
 DN0507  HISTORY     - 1934     MONUMENTED       CGS
 DN0507  HISTORY     - 1952     GOOD             NGS
 DN0507  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0507
 DN0507                          STATION DESCRIPTION
 DN0507
 DN0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0507'0.7 MI S FROM SHERMAN.
 DN0507'0.7 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0507'FROM THE UNION STATION AT SHERMAN, 2 POLES NORTH OF MILEPOST 646-20,
 DN0507'25.5 FEET WEST OF THE WEST RAIL, 2 FEET NORTHWEST OF A FENCE CORNER,
 DN0507'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 DN0507
 DN0507                          STATION RECOVERY (1999)
 DN0507
 DN0507'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0516 ***********************************************************************
 DN0516  DESIGNATION -  SHERMAN 2
 DN0516  PID         -  DN0516
 DN0516  STATE/COUNTY-  TX/GRAYSON
 DN0516  USGS QUAD   -  SHERMAN (1974)
 DN0516
 DN0516                         *CURRENT SURVEY CONTROL
 DN0516  ___________________________________________________________________
 DN0516* NAD 83(1986)-  33 39 20.     (N)    096 35 49.     (W)     SCALED    
 DN0516* NAVD 88     -       237.090  (meters)     777.85   (feet)  ADJUSTED  
 DN0516  ___________________________________________________________________
 DN0516  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DN0516  DYNAMIC HT  -         236.835 (meters)     777.02  (feet)  COMP
 DN0516  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 DN0516
 DN0516  VERT ORDER  -  SECOND    CLASS 0
 DN0516
 DN0516.The horizontal coordinates were scaled from a topographic map and have
 DN0516.an estimated accuracy of +/- 6 seconds.
 DN0516
 DN0516.The orthometric height was determined by differential leveling
 DN0516.and adjusted by the National Geodetic Survey in June 1991..
 DN0516.WARNING-Repeat measurements at this control monument indicate possible
 DN0516.vertical movement.
 DN0516
 DN0516.The geoid height was determined by GEOID03.
 DN0516
 DN0516.The dynamic height is computed by dividing the NAVD 88
 DN0516.geopotential number by the normal gravity value computed on the
 DN0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0516.degrees latitude (g = 980.6199 gals.).
 DN0516
 DN0516.The modeled gravity was interpolated from observed gravity values.
 DN0516
 DN0516;                    North         East    Units  Estimated Accuracy
 DN0516;SPC TXNC     - 2,222,150.      776,500.      MT  (+/- 180 meters Scaled)
 DN0516
 DN0516                          SUPERSEDED SURVEY CONTROL
 DN0516
 DN0516  NGVD 29 (??/??/92)  237.066  (m)          777.77   (f) ADJ UNCH    2 0
 DN0516
 DN0516.Superseded values are not recommended for survey control.
 DN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0516.See file dsdata.txt to determine how the superseded data were derived.
 DN0516
 DN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC228265(NAD 83)
 DN0516_MARKER: DB = BENCH MARK DISK
 DN0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0516_STAMPING: SHERMAN NO 2 1934
 DN0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0516+STABILITY: SURFACE MOTION
 DN0516
 DN0516  HISTORY     - Date     Condition        Report By
 DN0516  HISTORY     - 1934     MONUMENTED       CGS
 DN0516  HISTORY     - 1952     GOOD             NGS
 DN0516
 DN0516                          STATION DESCRIPTION
 DN0516
 DN0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0516'1.6 MI N FROM SHERMAN.
 DN0516'1.6 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 DN0516'UNION STATION AT SHERMAN, 2 1/2 POLES SOUTH OF MILEPOST 330, 105 FEET
 DN0516'EAST OF THE EAST RAIL OF THE MAIN TRACK, 118 FEET NORTHEAST OF THE
 DN0516'CENTER OF THE GRANDE AVENUE CROSSING, 23 FEET WEST OF A WHITE BOARD
 DN0516'FENCE, AT THE NORTHWEST CORNER OF THE OLD SETTLERS PARK, 3 FEET EAST
 DN0516'OF THE SOUTH END OF A STEEL FENCE, 3 FEET NORTH OF A WITNESS POST, 4
 DN0516'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 DN0516'WHICH IS 0.6 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1220 ***********************************************************************
 DN1220  DESIGNATION -  SHERMAN DENISON RAD KRRV N MST
 DN1220  PID         -  DN1220
 DN1220  STATE/COUNTY-  TX/GRAYSON
 DN1220  USGS QUAD   -  SHERMAN (1974)
 DN1220
 DN1220                         *CURRENT SURVEY CONTROL
 DN1220  ___________________________________________________________________
 DN1220* NAD 83(1993)-  33 40 18.48273(N)    096 35 36.74450(W)     ADJUSTED  
 DN1220* NAVD 88     -                                                        
 DN1220  ___________________________________________________________________
 DN1220  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DN1220  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DN1220
 DN1220  HORZ ORDER  -  THIRD
 DN1220
 DN1220.The horizontal coordinates were established by classical geodetic methods
 DN1220.and adjusted by the National Geodetic Survey in February 1996..
 DN1220
 DN1220
 DN1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1220
 DN1220.The geoid height was determined by GEOID03.
 DN1220
 DN1220;                    North         East     Units Scale Factor Converg.
 DN1220;SPC TXNC     - 2,223,958.578   776,780.463   MT  0.99993106   +1 02 23.2
 DN1220;SPC TXNC     - 7,296,437.43  2,548,487.24   sFT  0.99993106   +1 02 23.2
 DN1220;UTM  14      - 3,728,365.501   723,107.838   MT  1.00021370   +1 20 05.2
 DN1220
 DN1220                          SUPERSEDED SURVEY CONTROL
 DN1220
 DN1220  NAD 83(1993)-  33 40 18.48356(N)    096 35 36.74191(W) AD(       ) 4
 DN1220  NAD 83(1986)-  33 40 18.49106(N)    096 35 36.73882(W) AD(       ) 4
 DN1220  NAD 27      -  33 40 18.11700(N)    096 35 35.77500(W) AD(       ) 3
 DN1220
 DN1220.Superseded values are not recommended for survey control.
 DN1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1220.See file dsdata.txt to determine how the superseded data were derived.
 DN1220
 DN1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2310828366(NAD 83)
 DN1220_MARKER: 42 = RADIO/TV MAST
 DN1220
 DN1220  HISTORY     - Date     Condition        Report By
 DN1220  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1220  HISTORY     - 20030331 MARK NOT FOUND   INDIV
 DN1220
 DN1220                          STATION DESCRIPTION
 DN1220
 DN1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1220'THE STATION IS ABOUT 3 MILES NORTH OF SHERMAN.  IT IS THE
 DN1220'NORTH ONE OF TWO SINGLE COLUMN STEEL MASTS THAT ARE PAINTED
 DN1220'ALTERNATELY RED AND WHITE.  IT HAS AN OVER-ALL HEIGHT OF
 DN1220'300 FEET AND THE RED FLASHER LIGHT AT THE TOP WAS THE POINT
 DN1220'OBSERVED UPON.
 DN1220'
 DN1220'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 DN1220'AND FARM ROAD 131 IN THE NORTH PART OF SHERMAN, GO NORTH
 DN1220'ON U.S. HIGHWAY 75 FOR 2.9 MILES TO THE STATION ON THE LEFT.
 DN1220
 DN1220                          STATION RECOVERY (2003)
 DN1220
 DN1220'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 DN1220'TOWER IS NO LONGER AT THIS SITE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1230 ***********************************************************************
 DN1230  DESIGNATION -  SHERMAN MFG CO E WATER TANK
 DN1230  PID         -  DN1230
 DN1230  STATE/COUNTY-  TX/GRAYSON
 DN1230  USGS QUAD   -  HOWE (1974)
 DN1230
 DN1230                         *CURRENT SURVEY CONTROL
 DN1230  ___________________________________________________________________
 DN1230* NAD 83(1993)-  33 37 00.65338(N)    096 36 26.83405(W)     ADJUSTED  
 DN1230* NAVD 88     -                                                        
 DN1230  ___________________________________________________________________
 DN1230  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 DN1230  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DN1230
 DN1230  HORZ ORDER  -  THIRD
 DN1230
 DN1230.The horizontal coordinates were established by classical geodetic methods
 DN1230.and adjusted by the National Geodetic Survey in February 1996..
 DN1230
 DN1230
 DN1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1230
 DN1230.The geoid height was determined by GEOID03.
 DN1230
 DN1230;                    North         East     Units Scale Factor Converg.
 DN1230;SPC TXNC     - 2,217,841.569   775,600.210   MT  0.99992116   +1 01 55.9
 DN1230;SPC TXNC     - 7,276,368.55  2,544,615.02   sFT  0.99992116   +1 01 55.9
 DN1230;UTM  14      - 3,722,240.775   721,958.660   MT  1.00020740   +1 19 30.5
 DN1230
 DN1230                          SUPERSEDED SURVEY CONTROL
 DN1230
 DN1230  NAD 83(1993)-  33 37 00.65440(N)    096 36 26.83128(W) AD(       ) 4
 DN1230  NAD 83(1986)-  33 37 00.66121(N)    096 36 26.82670(W) AD(       ) 4
 DN1230  NAD 27      -  33 37 00.28200(N)    096 36 25.85900(W) AD(       ) 3
 DN1230
 DN1230.Superseded values are not recommended for survey control.
 DN1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1230.See file dsdata.txt to determine how the superseded data were derived.
 DN1230
 DN1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2195922241(NAD 83)
 DN1230_MARKER: 53 = ELEVATED TANK
 DN1230
 DN1230  HISTORY     - Date     Condition        Report By
 DN1230  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1230
 DN1230                          STATION DESCRIPTION
 DN1230
 DN1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1230'THE STATION IS LOCATED IN THE SOUTHWEST PART OF SHERMAN,
 DN1230'AT THE WEST END OF FOREST AVENUE.
 DN1230'
 DN1230'IT IS THE EAST ONE AND HIGHER OF TWO TANKS.  IT IS AN ELEVATED
 DN1230'TANK SUPPORTED BY A 4-LEGGED STEEL STRUCTURE.  IT IS PAINTED
 DN1230'SILVER IN COLOR AND HAS AN OVER-ALL HEIGHT OF 125 FEET.  A
 DN1230'BALL AT THE APEX OF THE TANK WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1222 ***********************************************************************
 DN1222  DESIGNATION -  SHERMAN MUNICIPAL STANDPIPE
 DN1222  PID         -  DN1222
 DN1222  STATE/COUNTY-  TX/GRAYSON
 DN1222  USGS QUAD   -  SHERMAN (1974)
 DN1222
 DN1222                         *CURRENT SURVEY CONTROL
 DN1222  ___________________________________________________________________
 DN1222* NAD 83(1993)-  33 38 26.48064(N)    096 35 48.39264(W)     ADJUSTED  
 DN1222* NAVD 88     -                                                        
 DN1222  ___________________________________________________________________
 DN1222  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DN1222  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DN1222
 DN1222  HORZ ORDER  -  THIRD
 DN1222
 DN1222.The horizontal coordinates were established by classical geodetic methods
 DN1222.and adjusted by the National Geodetic Survey in February 1996..
 DN1222
 DN1222
 DN1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1222
 DN1222.The geoid height was determined by GEOID03.
 DN1222
 DN1222;                    North         East     Units Scale Factor Converg.
 DN1222;SPC TXNC     - 2,220,503.162   776,542.978   MT  0.99992534   +1 02 16.8
 DN1222;SPC TXNC     - 7,285,100.79  2,547,708.09   sFT  0.99992534   +1 02 16.8
 DN1222;UTM  14      - 3,724,907.925   722,888.051   MT  1.00021250   +1 19 54.8
 DN1222
 DN1222                          SUPERSEDED SURVEY CONTROL
 DN1222
 DN1222  NAD 83(1993)-  33 38 26.48237(N)    096 35 48.39107(W) AD(       ) 4
 DN1222  NAD 83(1986)-  33 38 26.48787(N)    096 35 48.38451(W) AD(       ) 4
 DN1222  NAD 27      -  33 38 26.10500(N)    096 35 47.41200(W) AD(       ) 3
 DN1222
 DN1222.Superseded values are not recommended for survey control.
 DN1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1222.See file dsdata.txt to determine how the superseded data were derived.
 DN1222
 DN1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2288824908(NAD 83)
 DN1222_MARKER: 52 = STANDPIPE TANK
 DN1222
 DN1222  HISTORY     - Date     Condition        Report By
 DN1222  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1222  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN1222  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 DN1222
 DN1222                          STATION DESCRIPTION
 DN1222
 DN1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1222'STATION IS IN EAST CENTRAL SHERMAN, 195 FEET EAST OF VADEN
 DN1222'STREET AND 186 FEET NORTH OF CHAFFIN STREET.  IT IS PAINTED
 DN1222'SILVER COLOR AND HAS AN OVER-ALL HEIGHT OF 150 FEET.  THE
 DN1222'TOP AND CENTER WAS THE POINT OBSERVED UPON.
 DN1222
 DN1222                          STATION RECOVERY (1999)
 DN1222
 DN1222'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1222'MARK NOT FOUND.
 DN1222
 DN1222                          STATION RECOVERY (2004)
 DN1222
 DN1222'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1222'THE TANK HAS BEEN DISMANTLED. THE CONCRETE PAD STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1215 ***********************************************************************
 DN1215  DESIGNATION -  SHERMAN NW MUNICIPAL TANK
 DN1215  PID         -  DN1215
 DN1215  STATE/COUNTY-  TX/GRAYSON
 DN1215  USGS QUAD   -  SHERMAN (1974)
 DN1215
 DN1215                         *CURRENT SURVEY CONTROL
 DN1215  ___________________________________________________________________
 DN1215* NAD 83(1993)-  33 39 24.83772(N)    096 37 14.68101(W)     ADJUSTED  
 DN1215* NAVD 88     -                                                        
 DN1215  ___________________________________________________________________
 DN1215  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 DN1215  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DN1215
 DN1215  HORZ ORDER  -  THIRD
 DN1215
 DN1215.The horizontal coordinates were established by classical geodetic methods
 DN1215.and adjusted by the National Geodetic Survey in February 1996..
 DN1215
 DN1215
 DN1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1215
 DN1215.The geoid height was determined by GEOID03.
 DN1215
 DN1215;                    North         East     Units Scale Factor Converg.
 DN1215;SPC TXNC     - 2,222,260.699   774,287.695   MT  0.99992829   +1 01 29.8
 DN1215;SPC TXNC     - 7,290,866.98  2,540,308.88   sFT  0.99992829   +1 01 29.8
 DN1215;UTM  14      - 3,726,654.353   720,623.145   MT  1.00020011   +1 19 09.0
 DN1215
 DN1215                          SUPERSEDED SURVEY CONTROL
 DN1215
 DN1215  NAD 83(1993)-  33 39 24.83898(N)    096 37 14.67970(W) AD(       ) 4
 DN1215  NAD 83(1986)-  33 39 24.84464(N)    096 37 14.67239(W) AD(       ) 4
 DN1215  NAD 27      -  33 39 24.46400(N)    096 37 13.69400(W) AD(       ) 3
 DN1215
 DN1215.Superseded values are not recommended for survey control.
 DN1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1215.See file dsdata.txt to determine how the superseded data were derived.
 DN1215
 DN1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2062326654(NAD 83)
 DN1215_MARKER: 53 = ELEVATED TANK
 DN1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1215+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 DN1215
 DN1215  HISTORY     - Date     Condition        Report By
 DN1215  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1215  HISTORY     - 1957     GOOD             CGS
 DN1215  HISTORY     - 19990213 GOOD             USPSQD
 DN1215  HISTORY     - 20030709 GOOD             USPSQD
 DN1215
 DN1215                          STATION DESCRIPTION
 DN1215
 DN1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1215'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF THE
 DN1215'CENTER OF SHERMAN, AT THE INTERSECTION OF PELTON AND WOOD
 DN1215'STREETS.
 DN1215'
 DN1215'THE TANK IS A LARGE STEEL TANK WITH A ROUNDED TOP SUPPORTED
 DN1215'BY A 10 LEGGED STEEL STRUCTURE AND IS ABOUT 100 FEET HIGH.
 DN1215'THE CENTER OF THE TOP OF TANK WAS INTERSECTED.
 DN1215
 DN1215                          STATION RECOVERY (1957)
 DN1215
 DN1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1215'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1215'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1215
 DN1215                          STATION RECOVERY (1999)
 DN1215
 DN1215'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1215'RECOVERED IN GOOD CONDITION.
 DN1215
 DN1215                          STATION RECOVERY (2003)
 DN1215
 DN1215'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 DN1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1231 ***********************************************************************
 DN1231  DESIGNATION -  SHERMAN POOL MFG CO WATER TANK
 DN1231  PID         -  DN1231
 DN1231  STATE/COUNTY-  TX/GRAYSON
 DN1231  USGS QUAD   -  HOWE (1974)
 DN1231
 DN1231                         *CURRENT SURVEY CONTROL
 DN1231  ___________________________________________________________________
 DN1231* NAD 83(1993)-  33 37 12.58046(N)    096 36 02.95411(W)     ADJUSTED  
 DN1231* NAVD 88     -                                                        
 DN1231  ___________________________________________________________________
 DN1231  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DN1231  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DN1231
 DN1231  HORZ ORDER  -  THIRD
 DN1231
 DN1231.The horizontal coordinates were established by classical geodetic methods
 DN1231.and adjusted by the National Geodetic Survey in February 1996..
 DN1231
 DN1231
 DN1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1231
 DN1231.The geoid height was determined by GEOID03.
 DN1231
 DN1231;                    North         East     Units Scale Factor Converg.
 DN1231;SPC TXNC     - 2,218,220.059   776,208.974   MT  0.99992173   +1 02 08.9
 DN1231;SPC TXNC     - 7,277,610.31  2,546,612.28   sFT  0.99992173   +1 02 08.9
 DN1231;UTM  14      - 3,722,622.483   722,565.655   MT  1.00021073   +1 19 44.2
 DN1231
 DN1231                          SUPERSEDED SURVEY CONTROL
 DN1231
 DN1231  NAD 83(1993)-  33 37 12.58219(N)    096 36 02.95250(W) AD(       ) 4
 DN1231  NAD 83(1986)-  33 37 12.58752(N)    096 36 02.94531(W) AD(       ) 4
 DN1231  NAD 27      -  33 37 12.20300(N)    096 36 01.96900(W) AD(       ) 3
 DN1231
 DN1231.Superseded values are not recommended for survey control.
 DN1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1231.See file dsdata.txt to determine how the superseded data were derived.
 DN1231
 DN1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2256622622(NAD 83)
 DN1231_MARKER: 53 = ELEVATED TANK
 DN1231
 DN1231  HISTORY     - Date     Condition        Report By
 DN1231  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1231  HISTORY     - 20040817 MARK NOT FOUND   USPSQD
 DN1231
 DN1231                          STATION DESCRIPTION
 DN1231
 DN1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1231'THE STATION IS IN THE SOUTHEAST PART OF SHERMAN, 270 FEET
 DN1231'EAST OF THE CENTER OF MONTGOMERY STREET AND 250 FEET NORTH
 DN1231'OF THE CENTER OF LAKE AVENUE.
 DN1231'
 DN1231'A 4-LEGGED STEEL STRUCTURE SUPPORTS THE TANK PROPER.  THE
 DN1231'WORD POOLS APPEARS ON THE NORTH AND SOUTH SIDES OF THE TANK.
 DN1231'IT HAS AN OVER-ALL HEIGHT OF 135 FEET AND IS PAINTED SILVER
 DN1231'COLOR.  THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 DN1231
 DN1231                          STATION RECOVERY (2004)
 DN1231
 DN1231'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1231'THE TANK HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1228 ***********************************************************************
 DN1228  DESIGNATION -  SHERMAN RADIO STA KTAN MAST
 DN1228  PID         -  DN1228
 DN1228  STATE/COUNTY-  TX/GRAYSON
 DN1228  USGS QUAD   -  SHERMAN (1974)
 DN1228
 DN1228                         *CURRENT SURVEY CONTROL
 DN1228  ___________________________________________________________________
 DN1228* NAD 83(1993)-  33 39 36.49276(N)    096 36 05.46904(W)     ADJUSTED  
 DN1228* NAVD 88     -                                                        
 DN1228  ___________________________________________________________________
 DN1228  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DN1228  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DN1228
 DN1228  HORZ ORDER  -  THIRD
 DN1228
 DN1228.The horizontal coordinates were established by classical geodetic methods
 DN1228.and adjusted by the National Geodetic Survey in February 1996..
 DN1228
 DN1228
 DN1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1228
 DN1228.The geoid height was determined by GEOID03.
 DN1228
 DN1228;                    North         East     Units Scale Factor Converg.
 DN1228;SPC TXNC     - 2,222,651.766   776,064.047   MT  0.99992888   +1 02 07.5
 DN1228;SPC TXNC     - 7,292,150.00  2,546,136.79   sFT  0.99992888   +1 02 07.5
 DN1228;UTM  14      - 3,727,054.652   722,397.955   MT  1.00020980   +1 19 47.8
 DN1228
 DN1228                          SUPERSEDED SURVEY CONTROL
 DN1228
 DN1228  NAD 83(1993)-  33 39 36.49450(N)    096 36 05.46781(W) AD(       ) 4
 DN1228  NAD 83(1986)-  33 39 36.49964(N)    096 36 05.46063(W) AD(       ) 4
 DN1228  NAD 27      -  33 39 36.11800(N)    096 36 04.48600(W) AD(       ) 3
 DN1228
 DN1228.Superseded values are not recommended for survey control.
 DN1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1228.See file dsdata.txt to determine how the superseded data were derived.
 DN1228
 DN1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2239827055(NAD 83)
 DN1228_MARKER: 42 = RADIO/TV MAST
 DN1228
 DN1228  HISTORY     - Date     Condition        Report By
 DN1228  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1228  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN1228
 DN1228                          STATION DESCRIPTION
 DN1228
 DN1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1228'THE STATION IS LOCATED NORTH OF SHERMAN NEAR THE CITY LIMITS.
 DN1228'IT IS A SINGLE COLUMN STEEL MAST, PAINTED ALTERNATELY RED
 DN1228'AND WHITE AND HAS AN OVER-ALL HEIGHT OF 190 FEET.  THE RED
 DN1228'FLASHER LIGHT AT THE TOP WAS THE POINT OBSERVED.
 DN1228'
 DN1228'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 DN1228'AND FARM ROAD 131 AT THE NORTH EDGE OF SHERMAN, GO NORTH
 DN1228'ON U.S. HIGHWAY 75 FOR 1.0 MILE TO THE STATION ON THE LEFT
 DN1228'AS DESCRIBED.
 DN1228
 DN1228                          STATION RECOVERY (1999)
 DN1228
 DN1228'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0143 ***********************************************************************
 CE0143  DESIGNATION -  SHERMAN RM 1
 CE0143  PID         -  CE0143
 CE0143  STATE/COUNTY-  TX/EL PASO
 CE0143  USGS QUAD   -  FORT BLISS SE (1994)
 CE0143
 CE0143                         *CURRENT SURVEY CONTROL
 CE0143  ___________________________________________________________________
 CE0143* NAD 83(1986)-  31 48 11.     (N)    106 17 43.     (W)     SCALED    
 CE0143* NAVD 88     -      1223.411  (meters)    4013.81   (feet)  ADJUSTED  
 CE0143  ___________________________________________________________________
 CE0143  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0143  DYNAMIC HT  -        1221.538 (meters)    4007.66  (feet)  COMP
 CE0143  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 CE0143
 CE0143  VERT ORDER  -  FIRST     CLASS I
 CE0143
 CE0143.The horizontal coordinates were scaled from a topographic map and have
 CE0143.an estimated accuracy of +/- 6 seconds.
 CE0143
 CE0143.The orthometric height was determined by differential leveling
 CE0143.and adjusted by the National Geodetic Survey in November 1996..
 CE0143
 CE0143.The geoid height was determined by GEOID03.
 CE0143
 CE0143.The dynamic height is computed by dividing the NAVD 88
 CE0143.geopotential number by the normal gravity value computed on the
 CE0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0143.degrees latitude (g = 980.6199 gals.).
 CE0143
 CE0143.The modeled gravity was interpolated from observed gravity values.
 CE0143
 CE0143;                    North         East    Units  Estimated Accuracy
 CE0143;SPC TX C     - 3,251,960.      135,720.      MT  (+/- 180 meters Scaled)
 CE0143
 CE0143                          SUPERSEDED SURVEY CONTROL
 CE0143
 CE0143  NAVD 88 (06/15/91) 1223.402  (m)         4013.78   (f) UNKNOWN     1 1
 CE0143  NGVD 29 (??/??/92) 1222.769  (m)         4011.70   (f) ADJ UNCH    1 1
 CE0143
 CE0143.Superseded values are not recommended for survey control.
 CE0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0143.See file dsdata.txt to determine how the superseded data were derived.
 CE0143
 CE0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR773193(NAD 83)
 CE0143_MARKER: DR = REFERENCE MARK DISK
 CE0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0143_SP_SET: CONCRETE POST
 CE0143_STAMPING: SHERMAN NO. 1 1943
 CE0143_MARK LOGO: CGS   
 CE0143_PROJECTION: FLUSH
 CE0143_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0143+STABILITY: SURFACE MOTION
 CE0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0143+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CE0143
 CE0143  HISTORY     - Date     Condition        Report By
 CE0143  HISTORY     - 1943     MONUMENTED       CGS
 CE0143  HISTORY     - 1958     GOOD             NGS
 CE0143  HISTORY     - 1981     GOOD             NGS
 CE0143  HISTORY     - 19921117 GOOD             NGS
 CE0143  HISTORY     - 20030618 GOOD             NGS
 CE0143  HISTORY     - 20050402 GOOD             USPSQD
 CE0143
 CE0143                          STATION DESCRIPTION
 CE0143
 CE0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0143'7.5 MI E FROM EL PASO.
 CE0143'ABOUT 7.5 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0143'OF LOOP 16 AT EL PASO, 55 FEET NORTH OF THE CENTER LINE OF THE
 CE0143'HIGHWAY, 64 1/2 FEET WEST OF SHERMAN 1943, 3 FEET BELOW THE LEVEL OF
 CE0143'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE
 CE0143'SURFACE OF THE GROUND.
 CE0143
 CE0143                          STATION RECOVERY (1981)
 CE0143
 CE0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0143'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CE0143'12.7 KM (7.9 MI) EASTERLY ALONG U. S. HIGHWAY 62 AND 180 (PAISANO
 CE0143'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0143'0.2 KM (0.1 MI) WEST OF LEE BOULEVARD, 47.9 METERS (157.0 FT) WEST
 CE0143'OF A UTILITY POLE, 19.7 METERS (64.6 FT) WEST OF THE STATION MARK
 CE0143'AND 16.2 METERS (53.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 CE0143'LANES OF THE HIGHWAY.
 CE0143'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CE0143
 CE0143                          STATION RECOVERY (1992)
 CE0143
 CE0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0143'12.6 KM (7.80 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0143'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 0.1 KM (0.05 MI) WEST
 CE0143'OF THE INTERSECTION OF LEE BOULEVARD, 47.9 M (157.2 FT) WEST OF A
 CE0143'UTILITY POLE, 19.7 M (64.6 FT) WEST OF TRIANGULATION STATION SHERMAN,
 CE0143'16.2 M (53.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 CE0143'THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 CE0143'(1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 CE0143'GROUND SURFACE.
 CE0143
 CE0143                          STATION RECOVERY (2003)
 CE0143
 CE0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0143'RECOVERED IN GOOD CONDITION.
 CE0143
 CE0143                          STATION RECOVERY (2005)
 CE0143
 CE0143'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0400 ***********************************************************************
 CE0400  DESIGNATION -  SHERMAN RM 3
 CE0400  PID         -  CE0400
 CE0400  STATE/COUNTY-  TX/EL PASO
 CE0400  USGS QUAD   -  FORT BLISS SE (1994)
 CE0400
 CE0400                         *CURRENT SURVEY CONTROL
 CE0400  ___________________________________________________________________
 CE0400* NAD 83(1986)-  31 48 11.     (N)    106 17 41.     (W)     SCALED    
 CE0400* NAVD 88     -      1223.679  (meters)    4014.69   (feet)  ADJUSTED  
 CE0400  ___________________________________________________________________
 CE0400  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0400  DYNAMIC HT  -        1221.806 (meters)    4008.54  (feet)  COMP
 CE0400  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 CE0400
 CE0400  VERT ORDER  -  FIRST     CLASS I
 CE0400
 CE0400.The horizontal coordinates were scaled from a topographic map and have
 CE0400.an estimated accuracy of +/- 6 seconds.
 CE0400
 CE0400.The orthometric height was determined by differential leveling
 CE0400.and adjusted by the National Geodetic Survey in November 1996..
 CE0400
 CE0400.The geoid height was determined by GEOID03.
 CE0400
 CE0400.The dynamic height is computed by dividing the NAVD 88
 CE0400.geopotential number by the normal gravity value computed on the
 CE0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0400.degrees latitude (g = 980.6199 gals.).
 CE0400
 CE0400.The modeled gravity was interpolated from observed gravity values.
 CE0400
 CE0400;                    North         East    Units  Estimated Accuracy
 CE0400;SPC TX C     - 3,251,960.      135,770.      MT  (+/- 180 meters Scaled)
 CE0400
 CE0400                          SUPERSEDED SURVEY CONTROL
 CE0400
 CE0400  NAVD 88 (06/15/91) 1223.672  (m)         4014.66   (f) UNKNOWN     1 1
 CE0400
 CE0400.Superseded values are not recommended for survey control.
 CE0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0400.See file dsdata.txt to determine how the superseded data were derived.
 CE0400
 CE0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR774193(NAD 83)
 CE0400_MARKER: DR = REFERENCE MARK DISK
 CE0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0400_SP_SET: CONCRETE POST
 CE0400_STAMPING: SHERMAN 1943 NO 3 1971
 CE0400_MARK LOGO: NGS   
 CE0400_PROJECTION: PROJECTING 5 CENTIMETERS
 CE0400_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0400+STABILITY: SURFACE MOTION
 CE0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0400+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CE0400
 CE0400  HISTORY     - Date     Condition        Report By
 CE0400  HISTORY     - 1971     MONUMENTED       NGS
 CE0400  HISTORY     - 1981     GOOD             NGS
 CE0400  HISTORY     - 19921117 GOOD             NGS
 CE0400  HISTORY     - 20030618 GOOD             NGS
 CE0400  HISTORY     - 20050402 GOOD             USPSQD
 CE0400
 CE0400                          STATION DESCRIPTION
 CE0400
 CE0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0400'12.7 KM (7.9 MI) EAST FROM EL PASO.
 CE0400'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CE0400'12.7 KM (7.9 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0400'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0400'0.2 KM (0.1 MI) WEST OF LEE BOULEVARD, 27.2 METERS (89.4 FT) EAST
 CE0400'OF THE STATION MARK, 23.5 METERS (77.1 FT) SOUTHEAST OF RM 5, 17.4
 CE0400'METERS (57.0) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 CE0400'THE HIGHWAY AND 0.9 METER (3.0 FT) WEST OF A UTILITY POLE.
 CE0400'THE MARK IS 27.3 METERS  E FROM A WITNESS POST.
 CE0400
 CE0400                          STATION RECOVERY (1992)
 CE0400
 CE0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0400'12.6 KM (7.80 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0400'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 0.1 KM (0.05 MI) WEST
 CE0400'OF THE INTERSECTION OF LEE BOULEVARD, 27.2 M (89.2 FT) EAST OF
 CE0400'TRIANGULATION STATION SHERMAN, 23.5 M (77.1 FT) SOUTHEAST OF
 CE0400'REFERENCE MARK 5, 17.4 M (57.1 FT) NORTH OF THE CENTERLINE OF THE
 CE0400'WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 CE0400'HIGHWAY, 0.9 M (3.0 FT) WEST OF A UTILITY POLE, AND THE MONUMENT IS
 CE0400'FLUSH WITH THE GROUND SURFACE.
 CE0400
 CE0400                          STATION RECOVERY (2003)
 CE0400
 CE0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0400'RECOVERED IN GOOD CONDITION.
 CE0400
 CE0400                          STATION RECOVERY (2005)
 CE0400
 CE0400'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0402 ***********************************************************************
 CE0402  DESIGNATION -  SHERMAN RM 4
 CE0402  PID         -  CE0402
 CE0402  STATE/COUNTY-  TX/EL PASO
 CE0402  USGS QUAD   -  FORT BLISS SE (1994)
 CE0402
 CE0402                         *CURRENT SURVEY CONTROL
 CE0402  ___________________________________________________________________
 CE0402* NAD 83(1993)-  31 47 57.12141(N)    106 17 37.48555(W)     ADJUSTED  
 CE0402* NAVD 88     -      1223.894  (meters)    4015.39   (feet)  ADJUSTED  
 CE0402  ___________________________________________________________________
 CE0402  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 CE0402  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0402  DYNAMIC HT  -        1222.020 (meters)    4009.24  (feet)  COMP
 CE0402  MODELED GRAV-     979,066.6   (mgal)                       NAVD 88
 CE0402
 CE0402  HORZ ORDER  -  SECOND
 CE0402  VERT ORDER  -  FIRST     CLASS I
 CE0402
 CE0402.The horizontal coordinates were established by classical geodetic methods
 CE0402.and adjusted by the National Geodetic Survey in February 1996..
 CE0402
 CE0402.The orthometric height was determined by differential leveling
 CE0402.and adjusted by the National Geodetic Survey in November 1996..
 CE0402
 CE0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0402
 CE0402.The geoid height was determined by GEOID03.
 CE0402
 CE0402.The dynamic height is computed by dividing the NAVD 88
 CE0402.geopotential number by the normal gravity value computed on the
 CE0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0402.degrees latitude (g = 980.6199 gals.).
 CE0402
 CE0402.The modeled gravity was interpolated from observed gravity values.
 CE0402
 CE0402;                    North         East     Units Scale Factor Converg.
 CE0402;SPC TX C     - 3,251,529.137   135,840.068   MT  0.99997848   -3 04 11.9
 CE0402;SPC TX C     -10,667,725.18    445,668.62   sFT  0.99997848   -3 04 11.9
 CE0402;UTM  13      - 3,518,907.611   377,528.544   MT  0.99978499   -0 40 54.5
 CE0402
 CE0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0402!SPC TX C     -   0.99981164  x   0.99997848  =   0.99979012
 CE0402!UTM  13      -   0.99981164  x   0.99978499  =   0.99959667
 CE0402
 CE0402:                Primary Azimuth Mark                     Grid Az
 CE0402:SPC TX C     -  EL PASO PEBBLE HILLS MUN TANK            188 10 07.9
 CE0402:UTM  13      -  EL PASO PEBBLE HILLS MUN TANK            185 46 50.5
 CE0402
 CE0402|---------------------------------------------------------------------|
 CE0402| PID    Reference Object                     Distance      Geod. Az  |
 CE0402|                                                           dddmmss.s |
 CE0402| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 3.8 KM 1850556.0 |
 CE0402| CE0527 SITE MONITER WATER TANK             APPROX. 1.4 KM 3345428.8 |
 CE0402| CE0142 SHERMAN                             459.968 METERS 3454250.0 |
 CE0402| CE0401 SHERMAN RM 5                        476.035 METERS 3470422.2 |
 CE0402|---------------------------------------------------------------------|
 CE0402
 CE0402                          SUPERSEDED SURVEY CONTROL
 CE0402
 CE0402  NAD 83(1993)-  31 47 57.12446(N)    106 17 37.48420(W) AD(       ) 2
 CE0402  NAD 83(1986)-  31 47 57.12573(N)    106 17 37.48357(W) AD(       ) 2
 CE0402  NAD 27      -  31 47 56.73284(N)    106 17 35.55192(W) AD(       ) 2
 CE0402  NAVD 88 (06/15/91) 1223.878  (m)         4015.34   (f) UNKNOWN     1 1
 CE0402  NGVD 29 (07/19/86) 1223.2    (m)         4013.     (f) VERT ANG       
 CE0402
 CE0402.Superseded values are not recommended for survey control.
 CE0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0402.See file dsdata.txt to determine how the superseded data were derived.
 CE0402
 CE0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7752918908(NAD 83)
 CE0402_MARKER: DR = REFERENCE MARK DISK
 CE0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0402_SP_SET: CONCRETE POST
 CE0402_STAMPING: SHERMAN 1943 NO 4 1972
 CE0402_MARK LOGO: NGS   
 CE0402_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0402+STABILITY: SURFACE MOTION
 CE0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0402+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0402
 CE0402  HISTORY     - Date     Condition        Report By
 CE0402  HISTORY     - 1980     MONUMENTED       NGS
 CE0402  HISTORY     - 1981     GOOD             NGS
 CE0402  HISTORY     - 19921117 GOOD             NGS
 CE0402
 CE0402                          STATION DESCRIPTION
 CE0402
 CE0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0402'THE STATION IS LOCATED ABOUT 18.5 KM (11-1/2 MI) EAST-NORTHEAST
 CE0402'FROM DOWNTOWN EL PASO, 16.1 KM (10 MI) NORTH-NORTHWEST OF
 CE0402'HORIZON CITY AND 11.3 KM (7 MI) NORTH-NORTHEAST OF YSLETA.
 CE0402'OWNERSHIP--STATE HIGHWAY DEPARTMENT, LYLE D. SCARBROUGH,
 CE0402'SUPERVISING DESIGN ENGINEER, 212 NORTH CLARK DRIVE, EL PASO,
 CE0402'TEXAS 79905, TELEPHONE NUMBER 915-778-4254.
 CE0402'
 CE0402'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0402'HIGHWAY 10 AND LOOP 375 (EXIT 34), ABOUT 20.9 KM (13 MI)
 CE0402'EAST-SOUTHEAST FROM DOWNTOWN EL PASO, GO NORTH ON LOOP 375
 CE0402'(AMERICAS AVENUE) FOR 6.9 KM (4.3 MI) TO A CROSSROAD
 CE0402'(ZARAGOSA ROAD).  CONTINUE NORTH ON LOOP 375 FOR 4.5 KM
 CE0402'(2.8 MI) TO A T-ROAD JUNCTION AND U.S. HIGHWAYS 62 AND 180
 CE0402'(MONTANA AVENUE).  TURN LEFT AND GO WEST ON MONTANA AVENUE
 CE0402'FOR 2.4 KM (1.5 MI) TO A SIDE ROAD LEFT (LEE BOULEVARD).
 CE0402'TURN LEFT AND GO SOUTH ON LEE BOULEVARD FOR 0.4 KM (0.25 MI)
 CE0402'TO THE STATION ON THE LEFT AS DESCRIBED.
 CE0402'
 CE0402'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 CE0402'STAMPED---SHERMAN 1943 NO 4 1972---,
 CE0402'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CE0402'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0402'8.84 METERS EAST FROM THE CENTER OF THE PAVED ROAD,
 CE0402'1.10 METERS NORTH FROM A POWERLINE POLE, AND
 CE0402'0.73 METERS SOUTH FROM A METAL WITNESS POST.
 CE0402'
 CE0402'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 CE0402
 CE0402                          STATION RECOVERY (1981)
 CE0402
 CE0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0402'12.9 KM (8.0 MI) EAST FROM EL PASO.
 CE0402'THE MARK IS 0.3 M ABOVE THE BOULEVARD.
 CE0402'12.9 KM (8.0 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0402'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0402'THENCE 0.4 KM (0.25 MI) SOUTH ALONG LEE BOULEVARD, 8.8 METERS
 CE0402'(29.0 FT) EAST OF THE CENTERLINE OF THE BOULEVARD AND 0.9 METER
 CE0402'(3.0 FT) NORTH OF A UTILITY POLE.
 CE0402'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 CE0402
 CE0402                          STATION RECOVERY (1992)
 CE0402
 CE0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0402'12.7 KM (7.90 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0402'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, THENCE 0.4 KM
 CE0402'(0.25 MI) SOUTHERLY ALONG LEE BOULEVARD, 107.0 M (351.0 FT) SOUTH OF
 CE0402'THE EXTENDED CENTER OF ESPER DRIVE, 8.8 M (28.9 FT) EAST OF AND LEVEL
 CE0402'WITH THE BOULEVARD CENTERLINE, 0.9 M (3.0 FT) NORTH OF A UTILITY
 CE0402'POLE, 0.8 M (2.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 CE0402'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0401 ***********************************************************************
 CE0401  DESIGNATION -  SHERMAN RM 5
 CE0401  PID         -  CE0401
 CE0401  STATE/COUNTY-  TX/EL PASO
 CE0401  USGS QUAD   -  FORT BLISS SE (1994)
 CE0401
 CE0401                         *CURRENT SURVEY CONTROL
 CE0401  ___________________________________________________________________
 CE0401* NAD 83(1993)-  31 48 12.18491(N)    106 17 41.53418(W)     ADJUSTED  
 CE0401* NAVD 88     -      1223.394  (meters)    4013.75   (feet)  ADJUSTED  
 CE0401  ___________________________________________________________________
 CE0401  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CE0401  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0401  DYNAMIC HT  -        1221.521 (meters)    4007.61  (feet)  COMP
 CE0401  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 CE0401
 CE0401  HORZ ORDER  -  FIRST
 CE0401  VERT ORDER  -  FIRST     CLASS I
 CE0401
 CE0401.The horizontal coordinates were established by classical geodetic methods
 CE0401.and adjusted by the National Geodetic Survey in February 1996..
 CE0401
 CE0401.The orthometric height was determined by differential leveling
 CE0401.and adjusted by the National Geodetic Survey in November 1996..
 CE0401
 CE0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0401
 CE0401.The geoid height was determined by GEOID03.
 CE0401
 CE0401.The dynamic height is computed by dividing the NAVD 88
 CE0401.geopotential number by the normal gravity value computed on the
 CE0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0401.degrees latitude (g = 980.6199 gals.).
 CE0401
 CE0401.The modeled gravity was interpolated from observed gravity values.
 CE0401
 CE0401;                    North         East     Units Scale Factor Converg.
 CE0401;SPC TX C     - 3,251,998.135   135,758.575   MT  0.99997950   -3 04 14.0
 CE0401;SPC TX C     -10,669,263.88    445,401.26   sFT  0.99997950   -3 04 14.0
 CE0401;UTM  13      - 3,519,372.716   377,427.600   MT  0.99978529   -0 40 57.0
 CE0401
 CE0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0401!SPC TX C     -   0.99981172  x   0.99997950  =   0.99979122
 CE0401!UTM  13      -   0.99981172  x   0.99978529  =   0.99959705
 CE0401
 CE0401:                Primary Azimuth Mark                     Grid Az
 CE0401:SPC TX C     -  VORTAC EL PASO ELP                       044 35 26.9
 CE0401:UTM  13      -  VORTAC EL PASO ELP                       042 12 09.9
 CE0401
 CE0401|---------------------------------------------------------------------|
 CE0401| PID    Reference Object                     Distance      Geod. Az  |
 CE0401|                                                           dddmmss.s |
 CE0401| CE0533 VORTAC EL PASO ELP                  APPROX. 1.9 KM 0413112.9 |
 CE0401| CE0400 SHERMAN RM 3                         23.539 METERS 12306     |
 CE0401| CE0483 HORIZON CITY RADAR DOME             APPROX.16.5 KM 1454804.3 |
 CE0401| CE0402 SHERMAN RM 4                        476.035 METERS 1670420.1 |
 CE0401| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 4.2 KM 1830611.6 |
 CE0401| CE0142 SHERMAN                              19.527 METERS 20102     |
 CE0401| CE0536 EL PASO ELECTRIC MICROWAVE          APPROX. 3.4 KM 2103230.4 |
 CE0401| CE0143 SHERMAN RM 1                         33.830 METERS 23130     |
 CE0401| CE0527 SITE MONITER WATER TANK             APPROX. 0.9 KM 3283350.9 |
 CE0401|---------------------------------------------------------------------|
 CE0401
 CE0401                          SUPERSEDED SURVEY CONTROL
 CE0401
 CE0401  NAD 83(1993)-  31 48 12.18795(N)    106 17 41.53290(W) AD(       ) 1
 CE0401  NAD 83(1986)-  31 48 12.18916(N)    106 17 41.53225(W) AD(       ) 1
 CE0401  NAD 27      -  31 48 11.79678(N)    106 17 39.60054(W) AD(       ) 1
 CE0401  NAVD 88 (06/15/91) 1223.390  (m)         4013.74   (f) UNKNOWN     1 1
 CE0401  NGVD 29 (07/19/86) 1222.76   (m)         4011.7    (f) LEVELING    3  
 CE0401
 CE0401.Superseded values are not recommended for survey control.
 CE0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0401.See file dsdata.txt to determine how the superseded data were derived.
 CE0401
 CE0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7742819373(NAD 83)
 CE0401_MARKER: DR = REFERENCE MARK DISK
 CE0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0401_SP_SET: CONCRETE POST
 CE0401_STAMPING: SHERMAN 1943 NO 5 1980
 CE0401_MARK LOGO: NGS   
 CE0401_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0401_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CE0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0401+STABILITY: SURFACE MOTION
 CE0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0401+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CE0401
 CE0401  HISTORY     - Date     Condition        Report By
 CE0401  HISTORY     - 1980     MONUMENTED       NGS
 CE0401  HISTORY     - 1981     GOOD             NGS
 CE0401  HISTORY     - 19921117 GOOD             NGS
 CE0401  HISTORY     - 20030618 GOOD             NGS
 CE0401  HISTORY     - 20050402 GOOD             USPSQD
 CE0401
 CE0401                          STATION DESCRIPTION
 CE0401
 CE0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0401'THE STATION IS LOCATED ABOUT 18.5 KM (11-1/2 MI) EAST-NORTHEAST
 CE0401'FROM DOWNTOWN EL PASO, 16.0 KM (10 MI) NORTH-NORTHWEST OF
 CE0401'HORIZON CITY AND 11.3 KM (7 MI) NORTH-NORTHEAST OF YSLETA.
 CE0401'OWNERSHIP--DEPARTMENT OF THE ARMY, PERMISSION GRANTED BY
 CE0401'MR. JESSE WOOD, OFFICE BUILDING 1016, FORT BLISS, TEXAS
 CE0401'79906, TELEPHONE NUMBER 915-568-3034.
 CE0401'
 CE0401'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CE0401'10 AND LOOP 375 (EXIT 34), ABOUT 20.9 KM (13 MI) EAST-SOUTHEAST
 CE0401'FROM DOWNTOWN EL PASO, GO NORTH ON LOOP 375 (AMERICAS
 CE0401'AVENUE) FOR 6.9 KM (4.3 MI) TO A CROSSROAD (ZARAGOSA ROAD).
 CE0401'CONTINUE NORTH ON LOOP 375 FOR 4.5 KM (2.8 MI) TO A T-ROAD
 CE0401'JUNCTION AND U.S. HIGHWAYS 62 AND 180 (MONTANA AVENUE).  TURN
 CE0401'LEFT AND GO WEST ON MONTANA AVENUE FOR 2.4 KM (1.5 MI) TO A
 CE0401'SIDE ROAD ON THE LEFT (LEE BOULEVARD).  CONTINUE WEST ON
 CE0401'MONTANA AVENUE FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 CE0401'RIGHT AS DESCRIBED.
 CE0401'
 CE0401'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 CE0401'STAMPED---SHERMAN 1943 NO 5 1980---,
 CE0401'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0401'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0401'33.07 METERS (108.5 FT) NORTH FROM THE CENTERLINE OF THE WEST
 CE0401'BOUND LANE,
 CE0401'24.38 METERS (80.0 FT) NORTH-NORTHWEST FROM A POWERLINE POLE, AND
 CE0401'19.35 METERS (63.5 FT) NORTH-NORTHEAST FROM A USBM CONCRETE
 CE0401'WITNESS POST.
 CE0401'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 CE0401'STAMPED---SHERMAN 1943 NO 5 1980---,
 CE0401'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0401'
 CE0401'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 CE0401'STAMPED---SHERMAN 1943 NO 1 ---,
 CE0401'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 CE0401'FLUSH WITH GROUND.  IT IS LOCATED
 CE0401'17.92 METERS (58.8 FT) NORTH FROM THE CENTERLINE OF WEST BOUND
 CE0401'LANE, AND
 CE0401'0.85 METER (2.8 FT) WEST FROM A POWERLINE POLE.
 CE0401'MARK IS LEVEL WITH STATION.
 CE0401'
 CE0401'SHERMAN 1943 IS A STANDARD CGS STATION MARK DISK
 CE0401'STAMPED---SHERMAN 1943---,
 CE0401'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0401'FLUSH WITH GROUND.  IT IS LOCATED
 CE0401'28.18 METERS (92.5 FT) WEST FROM A POWERLINE POLE NEAR
 CE0401'REFERENCE MARK 3,
 CE0401'16.01 METERS (52.6 FT) NORTH FROM THE CENTERLINE OF THE WEST
 CE0401'BOUND LANE, AND
 CE0401'0.50 METER (1.6 FT) SOUTH-SOUTHEAST FROM A US BM CONCRETE WITNESS
 CE0401'POST.
 CE0401'MARK IS ABOVE STATION 0.2 METERS.
 CE0401'
 CE0401'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS REFERENCE MARK DISK
 CE0401'STAMPED---SHERMAN 1943 NO 4 1972---,
 CE0401'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CE0401'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0401'8.84 METERS (29.0 FT) EAST FROM THE CENTER OF THE PAVED ROAD,
 CE0401'1.10 METERS (3.6 FT) NORTH FROM A POWERLINE POLE AND
 CE0401'0.73 METER (2.4 FT) SOUTH FROM A METAL WITNESS POST.
 CE0401'TO REACH REFERENCE MARK 4 FROM THE STATION PROCEED EAST ON MONTANA
 CE0401'AVENUE FOR 0.1 KM (0.05 MI) TO LEE BOULEVARD ON THE RIGHT.
 CE0401'TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.4 KM (0.25 MI)
 CE0401'TO THE MARK ON THE LEFT AS DESCRIBED.
 CE0401'
 CE0401'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 17.9 METERS.
 CE0401
 CE0401                          STATION RECOVERY (1981)
 CE0401
 CE0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0401'12.7 KM (7.9 MI) EAST FROM EL PASO.
 CE0401'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CE0401'12.7 KM (7.9 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0401'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0401'0.2 KM (0.1 MI) WEST OF LEE BOULEVARD, 32.9 METERS (108.0 FT) NORTH
 CE0401'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 24.3
 CE0401'METERS (79.7 FT) NORTHWEST OF A UTILITY POLE, 23.5 METERS (77.1 FT)
 CE0401'NORTHEAST OF SHERMAN RM 3 AND 19.5 METERS (64.1 FT) NORTH OF THE
 CE0401'STATION MARK.
 CE0401'THE MARK IS 19.2 METERS  N FROM A WITNESS POST.
 CE0401
 CE0401                          STATION RECOVERY (1992)
 CE0401
 CE0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0401'12.6 KM (7.80 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0401'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 0.1 KM (0.05 MI) WEST
 CE0401'OF THE INTERSECTION OF LEE BOULEVARD, 32.9 M (107.9 FT) NORTH OF THE
 CE0401'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 24.3 M (79.7 FT)
 CE0401'NORTHWEST OF A UTILITY POLE, 23.5 M (77.1 FT) NORTHWEST OF REFERENCE
 CE0401'MARK 3, 19.5 M (64.0 FT) NORTH-NORTHEAST OF TRIANGULATION STATION
 CE0401'SHERMAN, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 CE0401'SURFACE.
 CE0401
 CE0401                          STATION RECOVERY (2003)
 CE0401
 CE0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0401'RECOVERED IN GOOD CONDITION.
 CE0401
 CE0401                          STATION RECOVERY (2005)
 CE0401
 CE0401'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1219 ***********************************************************************
 DN1219  DESIGNATION -  SHERMAN SE MUNICIPAL TANK
 DN1219  PID         -  DN1219
 DN1219  STATE/COUNTY-  TX/GRAYSON
 DN1219  USGS QUAD   -  SHERMAN (1974)
 DN1219
 DN1219                         *CURRENT SURVEY CONTROL
 DN1219  ___________________________________________________________________
 DN1219* NAD 83(1993)-  33 39 13.41380(N)    096 35 39.70629(W)     ADJUSTED  
 DN1219* NAVD 88     -                                                        
 DN1219  ___________________________________________________________________
 DN1219  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DN1219  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DN1219
 DN1219  HORZ ORDER  -  THIRD
 DN1219
 DN1219.The horizontal coordinates were established by classical geodetic methods
 DN1219.and adjusted by the National Geodetic Survey in February 1996..
 DN1219
 DN1219
 DN1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1219
 DN1219.The geoid height was determined by GEOID03.
 DN1219
 DN1219;                    North         East     Units Scale Factor Converg.
 DN1219;SPC TXNC     - 2,221,952.886   776,740.544   MT  0.99992770   +1 02 21.6
 DN1219;SPC TXNC     - 7,289,857.09  2,548,356.27   sFT  0.99992770   +1 02 21.6
 DN1219;UTM  14      - 3,726,359.060   723,078.227   MT  1.00021354   +1 20 01.3
 DN1219
 DN1219                          SUPERSEDED SURVEY CONTROL
 DN1219
 DN1219  NAD 83(1993)-  33 39 13.41533(N)    096 35 39.70514(W) AD(       ) 4
 DN1219  NAD 83(1986)-  33 39 13.42091(N)    096 35 39.69787(W) AD(       ) 4
 DN1219  NAD 27      -  33 39 13.03900(N)    096 35 38.72300(W) AD(       ) 3
 DN1219
 DN1219.Superseded values are not recommended for survey control.
 DN1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1219.See file dsdata.txt to determine how the superseded data were derived.
 DN1219
 DN1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2307826359(NAD 83)
 DN1219_MARKER: 53 = ELEVATED TANK
 DN1219
 DN1219  HISTORY     - Date     Condition        Report By
 DN1219  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1219  HISTORY     - 1957     GOOD             CGS
 DN1219  HISTORY     - 19990213 GOOD             USPSQD
 DN1219
 DN1219                          STATION DESCRIPTION
 DN1219
 DN1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1219'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF THE
 DN1219'CENTER OF SHERMAN, NEAR THE INTERSECTIONS OF HARRISON AVENUE
 DN1219'AND LEWIS STREET.
 DN1219'
 DN1219'THE TANK IS A LARGE STEEL TANK WITH A ROUNDED TOP SUPPORTED
 DN1219'BY AN 8 LEGGED STEEL STRUCTURE AND IS ABOUT 70 FEET HIGH.
 DN1219'THE CENTER OF THE TOP OF TANK WAS INTERSECTED.
 DN1219
 DN1219                          STATION RECOVERY (1957)
 DN1219
 DN1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1219'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1219'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1219
 DN1219                          STATION RECOVERY (1999)
 DN1219
 DN1219'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1216 ***********************************************************************
 DN1216  DESIGNATION -  SHERMAN SL AND SF RR TEX STK
 DN1216  PID         -  DN1216
 DN1216  STATE/COUNTY-  TX/GRAYSON
 DN1216  USGS QUAD   -  SHERMAN (1974)
 DN1216
 DN1216                         *CURRENT SURVEY CONTROL
 DN1216  ___________________________________________________________________
 DN1216* NAD 83(1993)-  33 39 12.65214(N)    096 36 05.72014(W)     ADJUSTED  
 DN1216* NAVD 88     -                                                        
 DN1216  ___________________________________________________________________
 DN1216  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DN1216  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DN1216
 DN1216  HORZ ORDER  -  THIRD
 DN1216
 DN1216.The horizontal coordinates were established by classical geodetic methods
 DN1216.and adjusted by the National Geodetic Survey in February 1996..
 DN1216
 DN1216
 DN1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1216
 DN1216.The geoid height was determined by GEOID03.
 DN1216
 DN1216;                    North         East     Units Scale Factor Converg.
 DN1216;SPC TXNC     - 2,221,917.291   776,070.851   MT  0.99992766   +1 02 07.4
 DN1216;SPC TXNC     - 7,289,740.31  2,546,159.12   sFT  0.99992766   +1 02 07.4
 DN1216;UTM  14      - 3,726,320.014   722,408.536   MT  1.00020986   +1 19 46.8
 DN1216
 DN1216                          SUPERSEDED SURVEY CONTROL
 DN1216
 DN1216  NAD 83(1993)-  33 39 12.65401(N)    096 36 05.71895(W) AD(       ) 4
 DN1216  NAD 83(1986)-  33 39 12.65931(N)    096 36 05.71184(W) AD(       ) 4
 DN1216  NAD 27      -  33 39 12.27700(N)    096 36 04.73800(W) AD(       ) 3
 DN1216
 DN1216.Superseded values are not recommended for survey control.
 DN1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1216.See file dsdata.txt to determine how the superseded data were derived.
 DN1216
 DN1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2240926320(NAD 83)
 DN1216_MARKER: 63 = STACK
 DN1216
 DN1216  HISTORY     - Date     Condition        Report By
 DN1216  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1216  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN1216
 DN1216                          STATION DESCRIPTION
 DN1216
 DN1216'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1232 ***********************************************************************
 DN1232  DESIGNATION -  SHERMAN TELE VUE MAST
 DN1232  PID         -  DN1232
 DN1232  STATE/COUNTY-  TX/GRAYSON
 DN1232  USGS QUAD   -  HOWE (1974)
 DN1232
 DN1232                         *CURRENT SURVEY CONTROL
 DN1232  ___________________________________________________________________
 DN1232* NAD 83(1993)-  33 35 50.87773(N)    096 35 49.38773(W)     ADJUSTED  
 DN1232* NAVD 88     -                                                        
 DN1232  ___________________________________________________________________
 DN1232  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DN1232  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DN1232
 DN1232  HORZ ORDER  -  THIRD
 DN1232
 DN1232.The horizontal coordinates were established by classical geodetic methods
 DN1232.and adjusted by the National Geodetic Survey in February 1996..
 DN1232
 DN1232
 DN1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1232
 DN1232.The geoid height was determined by GEOID03.
 DN1232
 DN1232;                    North         East     Units Scale Factor Converg.
 DN1232;SPC TXNC     - 2,215,709.754   776,604.169   MT  0.99991788   +1 02 16.3
 DN1232;SPC TXNC     - 7,269,374.42  2,547,908.84   sFT  0.99991788   +1 02 16.3
 DN1232;UTM  14      - 3,720,113.498   722,973.790   MT  1.00021297   +1 19 48.8
 DN1232
 DN1232                          SUPERSEDED SURVEY CONTROL
 DN1232
 DN1232  NAD 83(1993)-  33 35 50.87920(N)    096 35 49.38526(W) AD(       ) 4
 DN1232  NAD 83(1986)-  33 35 50.88478(N)    096 35 49.37979(W) AD(       ) 4
 DN1232  NAD 27      -  33 35 50.49900(N)    096 35 48.41000(W) AD(       ) 3
 DN1232
 DN1232.Superseded values are not recommended for survey control.
 DN1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1232.See file dsdata.txt to determine how the superseded data were derived.
 DN1232
 DN1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2297420113(NAD 83)
 DN1232_MARKER: 42 = RADIO/TV MAST
 DN1232
 DN1232  HISTORY     - Date     Condition        Report By
 DN1232  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1232
 DN1232                          STATION DESCRIPTION
 DN1232
 DN1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1232'THE STATION IS ABOUT 1 MILE SOUTH OF SHERMAN.  IT IS A SINGLE
 DN1232'COLUMN STEEL STRUCTURE PAINTED ALTERNATELY RED AND WHITE, BASED
 DN1232'IN CONCRETE AND HAVING AN OVER-ALL HEIGHT OF 375 FEET.  THE
 DN1232'RED FLASHER LIGHT AT THE TOP WAS THE POINT OBSERVED UPON.
 DN1232'
 DN1232'TO REACH THE STATION FROM THE POST OFFICE IN SHERMAN GO SOUTH
 DN1232'ON U.S. HIGHWAY 75 FOR 2.9 MILES TO A CROSSROAD, TURN LEFT,
 DN1232'EAST, AND GO 0.5 MILE.  FROM HERE PACK NORTH ACROSS THE
 DN1232'PASTURE FOR ABOUT 100 YARDS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1241 ***********************************************************************
 DN1241  DESIGNATION -  SHERMAN TEX PWR AND LT CO MAST
 DN1241  PID         -  DN1241
 DN1241  STATE/COUNTY-  TX/GRAYSON
 DN1241  USGS QUAD   -  DORCHESTER (1974)
 DN1241
 DN1241                         *CURRENT SURVEY CONTROL
 DN1241  ___________________________________________________________________
 DN1241* NAD 83(1993)-  33 36 48.32537(N)    096 37 43.47748(W)     ADJUSTED  
 DN1241* NAVD 88     -                                                        
 DN1241  ___________________________________________________________________
 DN1241  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 DN1241  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DN1241
 DN1241  HORZ ORDER  -  THIRD
 DN1241
 DN1241.The horizontal coordinates were established by classical geodetic methods
 DN1241.and adjusted by the National Geodetic Survey in February 1996..
 DN1241
 DN1241
 DN1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1241
 DN1241.The geoid height was determined by GEOID03.
 DN1241
 DN1241;                    North         East     Units Scale Factor Converg.
 DN1241;SPC TXNC     - 2,217,426.448   773,631.803   MT  0.99992057   +1 01 14.1
 DN1241;SPC TXNC     - 7,275,006.60  2,538,157.01   sFT  0.99992057   +1 01 14.1
 DN1241;UTM  14      - 3,721,815.481   719,991.847   MT  1.00019668   +1 18 47.6
 DN1241
 DN1241                          SUPERSEDED SURVEY CONTROL
 DN1241
 DN1241  NAD 83(1993)-  33 36 48.32663(N)    096 37 43.47589(W) AD(       ) 4
 DN1241  NAD 83(1986)-  33 36 48.33229(N)    096 37 43.46828(W) AD(       ) 4
 DN1241  NAD 27      -  33 36 47.94700(N)    096 37 42.48700(W) AD(       ) 3
 DN1241
 DN1241.Superseded values are not recommended for survey control.
 DN1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1241.See file dsdata.txt to determine how the superseded data were derived.
 DN1241
 DN1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1999221815(NAD 83)
 DN1241_MARKER: 42 = RADIO/TV MAST
 DN1241
 DN1241  HISTORY     - Date     Condition        Report By
 DN1241  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1241  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1241
 DN1241                          STATION DESCRIPTION
 DN1241
 DN1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1241'THE STATION, A SINGLE COLUMN STEEL MAST PAINTED ALTERNATELY
 DN1241'RED AND WHITE,IS SOUTHWEST OF SHERMAN.  IT HAS AN OVER-ALL
 DN1241'HEIGHT OF 190 FEET AND THE RED FLASHER LIGHT AT THE TOP WAS
 DN1241'THE POINT OBSERVED UPON.
 DN1241'
 DN1241'TO REACH THE STATION FROM THE POST OFFICE IN SHERMAN GO SOUTH
 DN1241'ON U.S. HIGHWAY 75 FOR 0.2 MILE TO HOUSTON STREET, TURN
 DN1241'RIGHT AND GO WEST ON HOUSTON STREET FOR 0.2 MILE TO RUSK
 DN1241'STREET, TURN LEFT, SOUTH, ON RUSK STREET AND GO 0.4 MILE
 DN1241'TO CENTER STREET.  TURN RIGHT AND GO WEST ON CENTER STREET
 DN1241'FOR 0.8 MILE TO BRYANT STREET, TURN LEFT AND GO SOUTH ON
 DN1241'BRYANT STREET FOR 0.1 MILE TO MOORE STREET.  TURN RIGHT
 DN1241'AND GO WEST AND SOUTHWEST ON MOORE STREET FOR 1.0 MILE
 DN1241'TO A SIDE ROAD LEFT, TURN LEFT ON THE SIDE ROAD AND GO SOUTH
 DN1241'FOR 0.2 MILE TO THE STATION.
 DN1241
 DN1241                          STATION RECOVERY (1995)
 DN1241
 DN1241'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1217 ***********************************************************************
 DN1217  DESIGNATION -  SHERMAN TUCKERS FOOD PROD STK
 DN1217  PID         -  DN1217
 DN1217  STATE/COUNTY-  TX/GRAYSON
 DN1217  USGS QUAD   -  SHERMAN (1974)
 DN1217
 DN1217                         *CURRENT SURVEY CONTROL
 DN1217  ___________________________________________________________________
 DN1217* NAD 83(1993)-  33 38 31.34872(N)    096 35 48.29490(W)     ADJUSTED  
 DN1217* NAVD 88     -                                                        
 DN1217  ___________________________________________________________________
 DN1217  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DN1217  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DN1217
 DN1217  HORZ ORDER  -  THIRD
 DN1217
 DN1217.The horizontal coordinates were established by classical geodetic methods
 DN1217.and adjusted by the National Geodetic Survey in February 1996..
 DN1217
 DN1217
 DN1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1217
 DN1217.The geoid height was determined by GEOID03.
 DN1217
 DN1217;                    North         East     Units Scale Factor Converg.
 DN1217;SPC TXNC     - 2,220,653.157   776,542.779   MT  0.99992558   +1 02 16.9
 DN1217;SPC TXNC     - 7,285,592.90  2,547,707.43   sFT  0.99992558   +1 02 16.9
 DN1217;UTM  14      - 3,725,057.961   722,887.082   MT  1.00021249   +1 19 55.0
 DN1217
 DN1217                          SUPERSEDED SURVEY CONTROL
 DN1217
 DN1217  NAD 83(1993)-  33 38 31.35076(N)    096 35 48.29373(W) AD(       ) 4
 DN1217  NAD 83(1986)-  33 38 31.35610(N)    096 35 48.28662(W) AD(       ) 4
 DN1217  NAD 27      -  33 38 30.97300(N)    096 35 47.31400(W) AD(       ) 3
 DN1217
 DN1217.Superseded values are not recommended for survey control.
 DN1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1217.See file dsdata.txt to determine how the superseded data were derived.
 DN1217
 DN1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2288725058(NAD 83)
 DN1217_MARKER: 63 = STACK
 DN1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1217+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 DN1217
 DN1217  HISTORY     - Date     Condition        Report By
 DN1217  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1217  HISTORY     - 19990213 GOOD             USPSQD
 DN1217  HISTORY     - 20040816 GOOD             USPSQD
 DN1217
 DN1217                          STATION DESCRIPTION
 DN1217
 DN1217'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1221 ***********************************************************************
 DN1221  SACS        -  This is a Secondary Airport Control Station.
 DN1221  DESIGNATION -  SHERPORT
 DN1221  PID         -  DN1221
 DN1221  STATE/COUNTY-  TX/GRAYSON
 DN1221  USGS QUAD   -  SHERMAN (1974)
 DN1221
 DN1221                         *CURRENT SURVEY CONTROL
 DN1221  ___________________________________________________________________
 DN1221* NAD 83(1993)-  33 37 44.60051(N)    096 35 08.42475(W)     ADJUSTED  
 DN1221* NAVD 88     -       225.95   (meters)     741.3    (feet)  GPS OBS   
 DN1221  ___________________________________________________________________
 DN1221  X           -    -609,722.398 (meters)                     COMP
 DN1221  Y           -  -5,281,242.275 (meters)                     COMP
 DN1221  Z           -   3,512,372.518 (meters)                     COMP
 DN1221  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DN1221  ELLIP HEIGHT-         200.01  (meters)          (03/05/01) GPS OBS
 DN1221  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN1221
 DN1221  HORZ ORDER  -  FIRST
 DN1221  ELLP ORDER  -  FOURTH    CLASS II
 DN1221
 DN1221.This mark is at Sherman Muni (SWI) Airport (SWI)
 DN1221
 DN1221.The horizontal coordinates were established by GPS observations
 DN1221.and adjusted by the National Geodetic Survey in August 1996..
 DN1221
 DN1221.The orthometric height was determined by GPS observations and a
 DN1221.high-resolution geoid model.
 DN1221
 DN1221.GPS derived orthometric heights for airport stations designated as
 DN1221.PACS or SACS are published to 2 decimal places.  This maintains
 DN1221.centimeter relative accuracy between the PACS and SACS.  It does
 DN1221.not indicate centimeter accuracy relative to other marks which are
 DN1221.part of the NAVD 88 network.
 DN1221
 DN1221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1221
 DN1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1221
 DN1221.The ellipsoidal height was determined by GPS observations
 DN1221.and is referenced to NAD 83.
 DN1221
 DN1221.The geoid height was determined by GEOID03.
 DN1221
 DN1221;                    North         East     Units Scale Factor Converg.
 DN1221;SPC TXNC     - 2,219,231.860   777,596.212   MT  0.99992328   +1 02 38.6
 DN1221;SPC TXNC     - 7,280,929.86  2,551,163.57   sFT  0.99992328   +1 02 38.6
 DN1221;UTM  14      - 3,723,641.672   723,948.098   MT  1.00021834   +1 20 15.5
 DN1221
 DN1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1221!SPC TXNC     -   0.99996860  x   0.99992328  =   0.99989188
 DN1221!UTM  14      -   0.99996860  x   1.00021834  =   1.00018693
 DN1221
 DN1221:                Primary Azimuth Mark                     Grid Az
 DN1221:SPC TXNC     -  IDA                                      101 49 18.9
 DN1221:UTM  14      -  IDA                                      101 31 42.0
 DN1221
 DN1221|---------------------------------------------------------------------|
 DN1221| PID    Reference Object                     Distance      Geod. Az  |
 DN1221|                                                           dddmmss.s |
 DN1221| DN1070 IDA                                 APPROX. 9.4 KM 1025157.5 |
 DN1221| CY2267 SHERPORT RM 2                         8.914 METERS 15936     |
 DN1221| DN0509 K 902                                              1653513.9 |
 DN1221| DN1223 AIRPORT BEACON SHERMAN MUN APT      129.018 METERS 17157     |
 DN1221| DN1457 SHERPORT AZ MK                      APPROX. 0.5 KM 1820805.4 |
 DN1221| AB2817 SWI A                               404.792 METERS 2200412.7 |
 DN1221| CY2266 SHERPORT RM 1                                      35219     |
 DN1221|---------------------------------------------------------------------|
 DN1221
 DN1221                          SUPERSEDED SURVEY CONTROL
 DN1221
 DN1221  ELLIP H (08/27/96)  200.07   (m)                       GP(       ) 4 2
 DN1221  NAD 83(1993)-  33 37 44.59901(N)    096 35 08.42210(W) AD(       ) 3
 DN1221  ELLIP H (02/16/96)  199.95   (m)                       GP(       ) 5 1
 DN1221  NAD 83(1993)-  33 37 44.60332(N)    096 35 08.41596(W) AD(       ) 3
 DN1221  NAD 83(1986)-  33 37 44.60749(N)    096 35 08.41642(W) AD(       ) 3
 DN1221  NAD 27      -  33 37 44.22680(N)    096 35 07.44960(W) AD(       ) 3
 DN1221  NGVD 29 (12/08/88)  226.0    (m)          741.     (f) GPS OBS        
 DN1221
 DN1221.Superseded values are not recommended for survey control.
 DN1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1221.See file dsdata.txt to determine how the superseded data were derived.
 DN1221
 DN1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2394823642(NAD 83)
 DN1221_MARKER: DS = TRIANGULATION STATION DISK
 DN1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1221_SP_SET: SQUARE CONCRETE MONUMENT
 DN1221_STAMPING: SHERPORT 1957
 DN1221_MARK LOGO: CGS   
 DN1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1221+STABILITY: SURFACE MOTION
 DN1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1221+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1995
 DN1221
 DN1221  HISTORY     - Date     Condition        Report By
 DN1221  HISTORY     - 1957     MONUMENTED       CGS
 DN1221  HISTORY     - 1957     GOOD             CGS
 DN1221  HISTORY     - 1965     GOOD             BGAS
 DN1221  HISTORY     - 19871015 GOOD             NGS
 DN1221  HISTORY     - 19880224 GOOD
 DN1221  HISTORY     - 19950203 GOOD             NGS
 DN1221  HISTORY     - 19990213 GOOD             USPSQD
 DN1221
 DN1221                          STATION DESCRIPTION
 DN1221
 DN1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1221'THE STATION IS LOCATED AT THE EAST EDGE OF THE SHERMAN MUNICIPAL
 DN1221'AIRPORT, 488 FEET NORTH OF THE NORTHEAST CORNER OF THE
 DN1221'ADMINISTRATION BUILDING, 34 FEET WEST OF THE CENTER OF FARM
 DN1221'ROAD 697 AND 3 FEET WEST OF A NORTH-SOUTH FENCE.  THE MARK
 DN1221'IS STAMPED SHERPORT 1957 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1221'
 DN1221'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF FARM
 DN1221'ROAD 697 AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.  IT IS STAMPED
 DN1221'SHERPORT NO 1 1957 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1221'
 DN1221'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF FARM
 DN1221'ROAD 697 AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.  IT IS STAMPED
 DN1221'SHERPORT NO 2 1957 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1221'
 DN1221'BENCH MARK K 902 1945 (AZIMUTH MARK) IS 35 FEET EAST OF THE
 DN1221'SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, 29 FEET WEST
 DN1221'OF THE CENTER OF FARM ROAD 697, 23 FEET NORTH OF THE CENTER
 DN1221'OF A DRIVEWAY AND 1 FOOT NORTH OF A WITNESS POST.  IT IS A
 DN1221'STANDARD U.S.C. AND G.S. BENCH MARK DISK SET IN THE TOP OF
 DN1221'A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND
 DN1221'THE DISK IS STAMPED K 902 1945.
 DN1221'
 DN1221'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DN1221
 DN1221                          STATION RECOVERY (1957)
 DN1221
 DN1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 DN1221'RECOVERED IN GOOD CONDITION.
 DN1221
 DN1221                          STATION RECOVERY (1965)
 DN1221
 DN1221'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 DN1221'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 DN1221'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DN1221
 DN1221                          STATION RECOVERY (1987)
 DN1221
 DN1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DN1221'THE STATION IS LOCATED AT THE SOUTHEAST SIDE OF SHERMAN, AND AT THE
 DN1221'SHERMAN MUNICIPAL AIRPORT, ON THE EAST SIDE OF THE AIRPORT GROUNDS,
 DN1221'ABOUT 149 M (488.8 FT) NORTH OF THE NORTHEAST CORNER OF THE
 DN1221'ADMINISRATION BUILDING.  OWNERSHIP-- CITY OF SHERMAN C/O JIN
 DN1221'ANDREWS-CITY MANAGER, P.O. BOX 1106, SHERMAN, TX.  TELEPHONE
 DN1221'NUMBER214-892-4545.
 DN1221'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 DN1221'(DEWEY AVENUE) AND 56, LAMAR, IN SHERMAN.  GO SOUTH ON STATE HIGHWAY
 DN1221'11 FOR 1.1 KM (0.70 MI) TO A FIRE STATION ON THE RIGHT.  CONTINUE
 DN1221'SOUTH FOR 0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT, ON THE
 DN1221'WESTSIDE OF THE RIGHT-OF-WAY FENCE.
 DN1221'THE STATION MARK IS SET 34.5 M (113.2 FT) SOUTH OF THE EXTENDED
 DN1221'CENTERLINE OF IDLE WILD ROAD, 13.5 M (44.3 FT) NORTH OF THE EXTENDED
 DN1221'CENTERLINE OF A DRIVEWAY, THAT LEADS TO A TAN BRICK HOUSE, 10.6 M
 DN1221'(34.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 2.3 M (7.5 FT) EAST
 DN1221'OF THE EAST EDGE OF A CULIVATED FIELD, AND 1.3 M (4.3 FT) WEST OF
 DN1221'AWITNESS POST IN A FENCE LINE.
 DN1221'DESCRIBED BY B.L.L.
 DN1221
 DN1221                          STATION RECOVERY (1988)
 DN1221
 DN1221'RECOVERED 1988
 DN1221'RECOVERED IN GOOD CONDITION.
 DN1221
 DN1221                          STATION RECOVERY (1995)
 DN1221
 DN1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DN1221'THE STATION IS LOCATED AT THE SOUTHEAST SIDE OF SHERMAN, AND AT THE
 DN1221'SHERMAN MUNICIPAL AIRPORT, ON THE EAST SIDE OF THE AIRPORT GROUNDS,
 DN1221'ABOUT 149 M (488.8 FT) NORTH OF THE NORTHEAST CORNER OF THE
 DN1221'ADMINISRATION BUILDING.  OWNERSHIP--CITY OF SHERMAN.  AIRPORT MANAGER
 DN1221'IS DOYLE DOBBINS, P.O.  BOX 1106, SHERMAN, TX.  PHONE 214-786-2904. TO
 DN1221'REACH FROM THE JUNCTION OF STATE HIGHWAYS 11 (DEWEY AVENUE) AND 56,
 DN1221'LAMAR, IN SHERMAN, GO SOUTH ON HIGHWAY 11 FOR 1.1 KM (0.70 MI) TO A
 DN1221'FIRE STATION ON THE RIGHT.  CONTINUE SOUTH FOR 0.2 KM (0.10 MI) TO THE
 DN1221'STATION ON THE RIGHT, ON THE WEST SIDE OF THE RIGHT-OF-WAY FENCE.  THE
 DN1221'STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST SET 15 CM
 DN1221'BELOW THE GROUND.  IT IS 33.5 M (109.9 FT) SOUTH OF THE EXTENDED
 DN1221'CENTER OF IDLE WILD ROAD, 10.4 M (34.1 FT) WEST OF THE CENTER OF THE
 DN1221'HIGHWAY, 26.7 M (87.6 FT) NORTH OF POWER POLE NUMBER 2278 715 4102,
 DN1221'AND 1.3 M (4.3 FT) WEST OF A WITNESS POST IN A FENCE LINE.  DESCRIBED
 DN1221'BY D.G.  AUG.  NOTE--THIS STATION SELECTED AS A SACS.
 DN1221
 DN1221                          STATION RECOVERY (1999)
 DN1221
 DN1221'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1457 ***********************************************************************
 DN1457  SACS        -  This is a Secondary Airport Control Station.
 DN1457  DESIGNATION -  SHERPORT AZ MK
 DN1457  PID         -  DN1457
 DN1457  STATE/COUNTY-  TX/GRAYSON
 DN1457  USGS QUAD   -  HOWE (1974)
 DN1457
 DN1457                         *CURRENT SURVEY CONTROL
 DN1457  ___________________________________________________________________
 DN1457* NAD 83(1993)-  33 37 28.08475(N)    096 35 09.16068(W)     ADJUSTED  
 DN1457* NAVD 88     -       220.80   (meters)     724.4    (feet)  GPS OBS   
 DN1457  ___________________________________________________________________
 DN1457  X           -    -609,773.070 (meters)                     COMP
 DN1457  Y           -  -5,281,515.788 (meters)                     COMP
 DN1457  Z           -   3,511,945.959 (meters)                     COMP
 DN1457  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 DN1457  ELLIP HEIGHT-         194.87  (meters)          (03/05/01) GPS OBS
 DN1457  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DN1457
 DN1457  HORZ ORDER  -  FIRST
 DN1457  ELLP ORDER  -  FOURTH    CLASS II
 DN1457
 DN1457.This mark is at Sherman Muni (SWI) Airport (SWI)
 DN1457
 DN1457.The horizontal coordinates were established by GPS observations
 DN1457.and adjusted by the National Geodetic Survey in August 1996..
 DN1457
 DN1457.The orthometric height was determined by GPS observations and a
 DN1457.high-resolution geoid model.
 DN1457
 DN1457.GPS derived orthometric heights for airport stations designated as
 DN1457.PACS or SACS are published to 2 decimal places.  This maintains
 DN1457.centimeter relative accuracy between the PACS and SACS.  It does
 DN1457.not indicate centimeter accuracy relative to other marks which are
 DN1457.part of the NAVD 88 network.
 DN1457
 DN1457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1457
 DN1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1457
 DN1457.The ellipsoidal height was determined by GPS observations
 DN1457.and is referenced to NAD 83.
 DN1457
 DN1457.The geoid height was determined by GEOID03.
 DN1457
 DN1457;                    North         East     Units Scale Factor Converg.
 DN1457;SPC TXNC     - 2,218,722.790   777,586.520   MT  0.99992247   +1 02 38.2
 DN1457;SPC TXNC     - 7,279,259.69  2,551,131.77   sFT  0.99992247   +1 02 38.2
 DN1457;UTM  14      - 3,723,132.408   723,941.011   MT  1.00021830   +1 20 14.5
 DN1457
 DN1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1457!SPC TXNC     -   0.99996941  x   0.99992247  =   0.99989188
 DN1457!UTM  14      -   0.99996941  x   1.00021830  =   1.00018770
 DN1457
 DN1457:                Primary Azimuth Mark                     Grid Az
 DN1457:SPC TXNC     -  SHERPORT                                 001 05 26.8
 DN1457:UTM  14      -  SHERPORT                                 000 47 50.5
 DN1457
 DN1457|---------------------------------------------------------------------|
 DN1457| PID    Reference Object                     Distance      Geod. Az  |
 DN1457|                                                           dddmmss.s |
 DN1457| DN1221 SHERPORT                            APPROX. 0.5 KM 0020805.0 |
 DN1457|---------------------------------------------------------------------|
 DN1457
 DN1457                          SUPERSEDED SURVEY CONTROL
 DN1457
 DN1457  ELLIP H (08/27/96)  194.93   (m)                       GP(       ) 4 2
 DN1457  NAD 83(1993)-  33 37 28.08351(N)    096 35 09.15763(W) AD(       ) 3
 DN1457  ELLIP H (02/16/96)  194.82   (m)                       GP(       ) 5 1
 DN1457  NAD 83(1993)-  33 37 28.08783(N)    096 35 09.15147(W) AD(       ) 3
 DN1457  ELLIP H (01/21/93)  194.69   (m)                       GP(       ) 4 2
 DN1457  NAD 83(1986)-  33 37 28.09192(N)    096 35 09.15189(W) AD(       ) 3
 DN1457  NAD 27      -  33 37 27.71053(N)    096 35 08.18500(W) AD(       ) 3
 DN1457  NGVD 29 (12/08/88)  220.9    (m)          725.     (f) GPS OBS        
 DN1457
 DN1457.Superseded values are not recommended for survey control.
 DN1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1457.See file dsdata.txt to determine how the superseded data were derived.
 DN1457
 DN1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2394123132(NAD 83)
 DN1457_MARKER: I = METAL ROD
 DN1457_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1457_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1457_STAMPING: SHERPORT AZ MK 1987
 DN1457_MARK LOGO: NGS   
 DN1457_PROJECTION: FLUSH
 DN1457_MAGNETIC: I = MARKER IS A STEEL ROD
 DN1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1457+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 DN1457_ROD/PIPE-DEPTH: 3.35 meters
 DN1457_SLEEVE-DEPTH  : 0.76 meters
 DN1457
 DN1457  HISTORY     - Date     Condition        Report By
 DN1457  HISTORY     - 1987     MONUMENTED       NGS
 DN1457  HISTORY     - 19880222 GOOD
 DN1457  HISTORY     - 19950203 GOOD             NGS
 DN1457  HISTORY     - 20060518 GOOD             USPSQD
 DN1457
 DN1457                          STATION DESCRIPTION
 DN1457
 DN1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1457'THE STATION IS LOCATED AT THE SHERMAN MUNICIPAL AIRPORT, AT THE
 DN1457'SOUTHEAST SIDE OF SHERMAN.  OWNERSHIP-- CITY OF SHERMAN C/O JIM
 DN1457'ANDREWS, P.O. BOX 1106, SHERMAN, TX 75090.  TELEPHONE
 DN1457'NUMBER214-892-4545.
 DN1457'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 DN1457'(DEWEY AVEUNE) AND 56 (LAMAR) IN SHERMAN.  GO SOUTH ON STATE HIGHWAY
 DN1457'11 FOR 1.1 KM (0.70 MI) TO A FIRE STATION ON THE RIGHT.  CONTINUE
 DN1457'AHEAD FOR 0.4 KM (0.25 MI) TO THE AIRPORT ENTRANCE AND A GATE ON THE
 DN1457'RIGHT, ON THE SOUTH SIDE OF THE AIRPORT OFFICE.  TURN RIGHT AND PASS
 DN1457'THROUGH THE GATE FOR 0.1 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT AND GO
 DN1457'SOUTH ON THE TAXIWAY FOR 0.3 KM (0.20 MI) TO THE STATION ON THE
 DN1457'RIGHT, ABOUT MID FIELD AT THE JUNCTION OF THE RUNWAY AND TAXIWAY.
 DN1457'THE MARK IS SET 32.0 M (105.0 FT) EAST OF THE CENTERLINE FOR THE
 DN1457'RUNWAY, 23.4 M (76.8 FT) NORTH OF THE CENTERLINE OF THE TAXIWAY,
 DN1457'AND 14.0 M (45.9 FT) WEST OF THE CENTER OF A MANHOLE COVER.
 DN1457'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1457'DESCRIBED BY B.L.L. AND V.L.F.
 DN1457
 DN1457                          STATION RECOVERY (1988)
 DN1457
 DN1457'RECOVERED 1988
 DN1457'RECOVERED IN GOOD CONDITION.
 DN1457
 DN1457                          STATION RECOVERY (1995)
 DN1457
 DN1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DN1457'THE STATION IS LOCATED AT THE SHERMAN MUNICIPAL AIRPORT, AT THE
 DN1457'SOUTHEAST SIDE OF SHERMAN, IN THE GRASS MEDIAN OF THE RUNWAY AND
 DN1457'PARALLEL TAXI, AND ON THE NORTH SIDE OF THE MIDFIELD CONNECTOR.
 DN1457'OWNERSHIP--CITY OF SHERMAN.  AIRPORT MANAGER IS DOYLE DOBBINS, P.O.
 DN1457'BOX 1106, SHERMAN, TX 75090.  PHONE 214-786-2904.  TO REACH FROM THE
 DN1457'JUNCTION OF STATE HIGHWAYS 11 (DEWEY AVEUNE) AND 56 (LAMAR) IN
 DN1457'SHERMAN, GO SOUTH ON STATE HIGHWAY 11 FOR 1.1 KM (0.70 MI) TO A FIRE
 DN1457'STATION ON THE RIGHT.  CONTINUE AHEAD FOR 0.4 KM (0.25 MI) TO THE
 DN1457'AIRPORT ENTRANCE AND A GATE ON THE RIGHT, ON THE SOUTH SIDE OF THE
 DN1457'AIRPORT OFFICE.  TURN RIGHT, WEST, PASSING THROUGH THE GATE FOR 0.1 KM
 DN1457'(0.05 MI) TO A TAXI.  TURN LEFT, SOUTH, ON THE TAXI FOR 0.3 KM (0.20
 DN1457'MI) TO THE STATION ON THE RIGHT, ABOUT MIDFIELD AT THE JUNCTION OF THE
 DN1457'RUNWAY AND TAXIWAY.  THE IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 DN1457'STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC
 DN1457'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 DN1457'IT IS 32.0 M (105.0 FT) EAST OF THE CENTER OF THE RUNWAY, 23.0 M (75.5
 DN1457'FT) NORTH OF THE CENTER OF THE TAXI, AND 14.0 M (45.9 FT) WEST OF THE
 DN1457'CENTER OF A MANHOLE COVER, AND 0.35 M (1.15 FT) EAST-NORTHEAST OF A
 DN1457'WITNESS POST.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.
 DN1457'THIS STATION DESIGNATED AS A SACS.  DESCRIBED BY D.G.  AUG
 DN1457
 DN1457                          STATION RECOVERY (2006)
 DN1457
 DN1457'RECOVERY NOTE BY US POWER SQUADRON 2006 (WL)
 DN1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1333 ***********************************************************************
 DM1333  DESIGNATION -  SHERRY
 DM1333  PID         -  DM1333
 DM1333  STATE/COUNTY-  TX/RED RIVER
 DM1333  USGS QUAD   -  CLARKSVILLE (1964)
 DM1333
 DM1333                         *CURRENT SURVEY CONTROL
 DM1333  ___________________________________________________________________
 DM1333* NAD 83(1993)-  33 33 34.11667(N)    095 04 30.48241(W)     ADJUSTED  
 DM1333* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 DM1333  ___________________________________________________________________
 DM1333  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DM1333  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM1333
 DM1333  HORZ ORDER  -  SECOND
 DM1333
 DM1333.The horizontal coordinates were established by classical geodetic methods
 DM1333.and adjusted by the National Geodetic Survey in February 1996..
 DM1333
 DM1333.The orthometric height was scaled from a topographic map.
 DM1333
 DM1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1333
 DM1333.The geoid height was determined by GEOID03.
 DM1333
 DM1333;                    North         East     Units Scale Factor Converg.
 DM1333;SPC TXNC     - 2,215,080.132   917,945.068   MT  0.99991179   +1 52 04.5
 DM1333;SPC TXNC     - 7,267,308.73  3,011,624.78   sFT  0.99991179   +1 52 04.5
 DM1333;UTM  15      - 3,715,242.299   307,365.815   MT  1.00005750   -1 08 51.0
 DM1333
 DM1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1333!SPC TXNC     -   0.99998429  x   0.99991179  =   0.99989608
 DM1333!UTM  15      -   0.99998429  x   1.00005750  =   1.00004179
 DM1333
 DM1333:                Primary Azimuth Mark                     Grid Az
 DM1333:SPC TXNC     -  CLARKSVILLE MUNICIPAL TANK               011 07 18.6
 DM1333:UTM  15      -  CLARKSVILLE MUNICIPAL TANK               014 08 14.1
 DM1333
 DM1333|---------------------------------------------------------------------|
 DM1333| PID    Reference Object                     Distance      Geod. Az  |
 DM1333|                                                           dddmmss.s |
 DM1333| DM1332 CLARKSVILLE MUNICIPAL TANK          APPROX. 6.3 KM 0125923.1 |
 DM1333| CY2268 SHERRY AZ MK                                       0180527.4 |
 DM1333| DM1330 CLARKSVILLE RED R CO CTHSE TWR      APPROX. 6.4 KM 0201555.5 |
 DM1333| CY2269 SHERRY AZ MK 2                                     0205951.9 |
 DM1333| CY2270 SHERRY RM 1                          28.200 METERS 02359     |
 DM1333| CY2272 SHERRY RM 3                           6.065 METERS 12647     |
 DM1333| CY2271 SHERRY RM 2                          27.810 METERS 27123     |
 DM1333|---------------------------------------------------------------------|
 DM1333
 DM1333                          SUPERSEDED SURVEY CONTROL
 DM1333
 DM1333  NAD 83(1993)-  33 33 34.11784(N)    095 04 30.48132(W) AD(       ) 2
 DM1333  NAD 83(1986)-  33 33 34.12345(N)    095 04 30.46939(W) AD(       ) 2
 DM1333  NAD 27      -  33 33 33.73100(N)    095 04 29.67100(W) AD(       ) 2
 DM1333
 DM1333.Superseded values are not recommended for survey control.
 DM1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1333.See file dsdata.txt to determine how the superseded data were derived.
 DM1333
 DM1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0736615242(NAD 83)
 DM1333_MARKER: DS = TRIANGULATION STATION DISK
 DM1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1333
 DM1333  HISTORY     - Date     Condition        Report By
 DM1333  HISTORY     - 1951     MONUMENTED       CGS
 DM1333  HISTORY     - 1956     GOOD             CGS
 DM1333  HISTORY     - 1956     GOOD             CGS
 DM1333  HISTORY     - 1969     MARK NOT FOUND   USAF
 DM1333
 DM1333                          STATION DESCRIPTION
 DM1333
 DM1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1333'STATION IS LOCATED ABOUT 5 MILES SOUTH SOUTHWEST OF CLARKSVILLE
 DM1333'ON THE RIGHT OF WAY OF STATE ROUTE 37.  STATION IS 46 FEET
 DM1333'EAST OF THE CENTERLINE OF ROAD AND 10 FEET NORTH OF WITNESS
 DM1333'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 DM1333'STAMPED SHERRY 1951.
 DM1333'
 DM1333'REFERENCE MARK NO. 1 IS 41 FEET EAST OF THE CENTERLINE OF ROAD
 DM1333'AND 4 FEET SOUTH OF POWER POLE.  THE MARK PROJECTS ABOUT
 DM1333'6 INCHES AND THE DISK IS STAMPED SHERRY NO 1 1951.
 DM1333'
 DM1333'REFERENCE MARK NO. 2 IS 33 FEET WEST OF THE CENTERLINE OF
 DM1333'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 DM1333'STAMPED SHERRY NO 2 1951.
 DM1333'
 DM1333'AZIMUTH MARK IS 33 FEET WEST OF K CENTERLINE OF ROAD,
 DM1333'4 FEET SOUTHEAST OF POWER POLE AND 2 FEET SOUTH SOUTHWEST
 DM1333'OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 DM1333'DISK IS STAMPED SHERRY 1951.
 DM1333'
 DM1333'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DM1333'ROUTE 37 AT THE SOUTHWEST CORNER OF THE SQUARE IN CLARKSVILLE
 DM1333'GO SOUTH, WEST AND SOUTHWEST ON STATE ROUTE 37 FOR 4.0 MILES
 DM1333'TO AZIMUTH MARK ON RIGHT OR WEST SIDE OF ROAD AS DESCRIBED.
 DM1333'CONTINUE SOUTH FOR 0.45 MILE TO STATION ON LEFT OR EAST
 DM1333'SIDE OF ROAD AS DESCRIBED.
 DM1333'
 DM1333'A 50 FOOT SIGNAL AT STATION CLARK IS V.G.
 DM1333'
 DM1333'A 50 FOOT SIGNAL AT STATION CUTHAND IS V.G.
 DM1333'
 DM1333'A 74 FOOT SIGNAL AT STATION BOGATA IS V.G.
 DM1333'
 DM1333'A 100 FOOT SIGNAL AT STATION 36 ADP (USGS) IS V.G.
 DM1333'
 DM1333'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1333
 DM1333                          STATION RECOVERY (1956)
 DM1333
 DM1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1333'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1333'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1333'TO STATION SITE ARE CORRECT EXCEPT THAT STATE ROUTE 37
 DM1333'REFERRED TO IN ORIGINAL DESCRIPTION IS NOW CALLED FARM TO
 DM1333'MARKET ROAD NO. 909.
 DM1333
 DM1333                          STATION RECOVERY (1956)
 DM1333
 DM1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DM1333'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DM1333'DESCRIBED.  DUE TO NEW HIGHWAY CONSTRUCTION, A NEW AZIMUTH
 DM1333'MARK AND 1 REFERENCE MARK WERE ESTABLISHED.  REFERENCE MARK
 DM1333'NO. 2 AND THE 1951 AZIMUTH MARK WERE THEN DESTROYED.
 DM1333'
 DM1333'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CLARKSVILLE
 DM1333'ON THE RIGHT-OF-WAY OF F.M. HIGHWAY NO 1 909.  THE STATION
 DM1333'MARK IS A STANDARD DISK STAMPED SHERRY 1951 IN A CONCRETE
 DM1333'MONUMENT FLUSH WITH THE GROUND, ABOUT 75 FEET EAST OF THE
 DM1333'CENTERLINE OF THE HIGHWAY, IN THE EAST RIGHT-OF-WAY LINE,
 DM1333'ON THE OUTSIDE OF A CURVE AND AT A JUNCTION OF A DIRT ROAD
 DM1333'SOUTH.
 DM1333'
 DM1333'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SHERRY 1951
 DM1333'NO. 1 IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES,
 DM1333'18 INCHES EAST OF A BRACED POWER POLE, ABOUT 60 FEET EAST
 DM1333'OF THE CENTERLINE OF THE HIGHWAY AND IN THE EAST RIGHT-OF-WAY
 DM1333'LINE.
 DM1333'
 DM1333'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED SHERRY 1951
 DM1333'NO. 3 1956 IN A CONCRETE MONUMENT FLUSH WITH THE GROUND,
 DM1333'EAST OF THE STATION AND AT THE EDGE OF A CULTIVATED FIELD,
 DM1333'IN THE NORTH END OF A DRAINAGE AREA AND A DITCH LEADING SOUTH.
 DM1333'
 DM1333'THE AZIMUTH MARK IS AN AZIMUTH DISK STAMPED SHERRY 1951
 DM1333'1956 IN A CONCRETE MONUMENT, 0.45 MILE NNE OF THE STATION,
 DM1333'ABOUT 45 FEET EAST OF THE EAST RIGHT-OF-WAY LINE OF F.M.
 DM1333'NO. 909, IN AN OLD CHURCH AND CEMETERY AREA, 3 FEET NORTHWEST
 DM1333'OF A BRACED POWER POLE AND 35 FEET NORTHEAST OF A 30 INCH OAK
 DM1333'TREE.  THE MARK PROJECTS ABOUT 3 INCHES.
 DM1333'
 DM1333'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 DM1333'IN CLARKSVILLE, GO SOUTH AND WEST AND THEN SOUTHWEST
 DM1333'FOLLOWING F.M. HIGHWAY 909, 4.0 MILES TO THE AZIMUTH MARK ON
 DM1333'THE LEFT AS DESCRIBED.  THEN CONTINUE ON THE HIGHWAY 0.45
 DM1333'MILE TO THE TOP OF THE LOW DIVIDE, A CURVE TO THE RIGHT
 DM1333'AND THE STATION ON THE LEFT.
 DM1333
 DM1333                          STATION RECOVERY (1969)
 DM1333
 DM1333'RECOVERY NOTE BY US AIR FORCE 1969
 DM1333'STATION AND REFERENCE MARK 1 WERE NOT RECOVERED FOLLOWING
 DM1333'A THOROUGH SEARCH.  REFERENCE MARK 3 WAS FOUND LAYING ON ITS SIDE
 DM1333'IN A NORTH-SOUTH DITCHLINE 0.05 MILE SOUTH OF THE HIGHWAY.  THE
 DM1333'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE ROUTE
 DM1333'DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0341 ***********************************************************************
 CB0341  DESIGNATION -  SHIELDS
 CB0341  PID         -  CB0341
 CB0341  STATE/COUNTY-  TX/GLASSCOCK
 CB0341  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0341
 CB0341                         *CURRENT SURVEY CONTROL
 CB0341  ___________________________________________________________________
 CB0341* NAD 83(1993)-  31 39 59.15025(N)    101 29 53.94507(W)     ADJUSTED  
 CB0341* NAVD 88     -       817.663  (meters)    2682.62   (feet)  ADJUSTED  
 CB0341  ___________________________________________________________________
 CB0341  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CB0341  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CB0341  DYNAMIC HT  -         816.517 (meters)    2678.86  (feet)  COMP
 CB0341  MODELED GRAV-     979,210.4   (mgal)                       NAVD 88
 CB0341
 CB0341  HORZ ORDER  -  FIRST
 CB0341  VERT ORDER  -  SECOND    CLASS 0
 CB0341
 CB0341.The horizontal coordinates were established by classical geodetic methods
 CB0341.and adjusted by the National Geodetic Survey in February 1996..
 CB0341
 CB0341.The orthometric height was determined by differential leveling
 CB0341.and adjusted by the National Geodetic Survey in June 1991..
 CB0341
 CB0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0341
 CB0341.The geoid height was determined by GEOID03.
 CB0341
 CB0341.The dynamic height is computed by dividing the NAVD 88
 CB0341.geopotential number by the normal gravity value computed on the
 CB0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0341.degrees latitude (g = 980.6199 gals.).
 CB0341
 CB0341.The modeled gravity was interpolated from observed gravity values.
 CB0341
 CB0341;                    North         East     Units Scale Factor Converg.
 CB0341;SPC TX C     - 3,222,268.617   589,527.921   MT  0.99994893   -0 36 00.1
 CB0341;SPC TX C     -10,571,726.29  1,934,142.85   sFT  0.99994893   -0 36 00.1
 CB0341;UTM  14      - 3,506,175.087   263,136.239   MT  1.00029201   -1 18 43.8
 CB0341
 CB0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0341!SPC TX C     -   0.99987543  x   0.99994893  =   0.99982437
 CB0341!UTM  14      -   0.99987543  x   1.00029201  =   1.00016741
 CB0341
 CB0341|---------------------------------------------------------------------|
 CB0341| PID    Reference Object                     Distance      Geod. Az  |
 CB0341|                                                           dddmmss.s |
 CB0341| CB0342 SHIELDS RM 1                         28.026 METERS 04841     |
 CB0341| CI0483 SHIELDS RM 3                         27.706 METERS 14742     |
 CB0341| CB0340 SHIELDS RM 2 AZIMUTH                               1600656.3 |
 CB0341| CU1130 AIRWAYS BEACON 26                   APPROX.62.4 KM 3170459.6 |
 CB0341|---------------------------------------------------------------------|
 CB0341
 CB0341                          SUPERSEDED SURVEY CONTROL
 CB0341
 CB0341  NAD 83(1986)-  31 39 59.15693(N)    101 29 53.93351(W) AD(       ) 1
 CB0341  NAD 27      -  31 39 58.65800(N)    101 29 52.50800(W) AD(       ) 1
 CB0341  NGVD 29 (??/??/92)  817.367  (m)         2681.64   (f) ADJ UNCH    2 0
 CB0341
 CB0341.Superseded values are not recommended for survey control.
 CB0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0341.See file dsdata.txt to determine how the superseded data were derived.
 CB0341
 CB0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA6313606175(NAD 83)
 CB0341_MARKER: DS = TRIANGULATION STATION DISK
 CB0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0341_STAMPING: SHIELDS 1932
 CB0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0341+STABILITY: SURFACE MOTION
 CB0341
 CB0341  HISTORY     - Date     Condition        Report By
 CB0341  HISTORY     - 1932     MONUMENTED       CGS
 CB0341  HISTORY     - 1932     GOOD             CGS
 CB0341  HISTORY     - 1936     GOOD             CGS
 CB0341  HISTORY     - 1937     GOOD             TXHD
 CB0341  HISTORY     - 1938     GOOD             TSI
 CB0341  HISTORY     - 1943     GOOD             CGS
 CB0341  HISTORY     - 1973     MARK NOT FOUND   USGS
 CB0341
 CB0341                          STATION DESCRIPTION
 CB0341
 CB0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CB0341'ABOUT 13.5 MILES S AND 1.0 MILE W OF GARDEN CITY, ON THE W SIDE
 CB0341'OF THE GARDEN CITY-STILES ROAD, ON LAND OWNED BY THE SHIELDS
 CB0341'HEIRS AND LEASED BY C.M. SPARKMAN, 28 FEET W OF THE N-S FENCE
 CB0341'LINE, AND 52 FEET W OF THE CENTER LINE OF THE ROAD.
 CB0341'
 CB0341'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CB0341'CONCRETE.  SURFACE MARK PROJECTS ABOUT 6 INCHES
 CB0341'ABOVE GROUND.
 CB0341'
 CB0341'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN CONCRETE.
 CB0341'REFERENCE MARK 1 PROJECTS 4 INCHES ABOVE GROUND, IS
 CB0341'32 FEET E OF THE CENTER LINE OF THE ROAD, 1 FOOT W OF FENCE
 CB0341'LINE, AND 91.95 FEET FROM STATION, N 48 DEG 41 MIN E.
 CB0341'REFERENCE MARK 2 PROJECTS 8 INCHES ABOVE GROUND, IS ON THE
 CB0341'FENCE LINE, 32 FEET E OF THE CENTER LINE OF THE ROAD, AND
 CB0341'0.2 MILE FROM STATION, S 19 DEG 54 MIN E.
 CB0341'
 CB0341'AZIMUTH FROM STATION OF SECTION CORNER, NE FOUR, BLOCK A,
 CB0341'S 15 DEG 22 MIN E.
 CB0341'
 CB0341'TO REACH STATION FROM GARDEN CITY, GO W FROM THE STREET
 CB0341'INTERSECTION AT THE NW CORNER OF THE COURTHOUSE 2 BLOCKS.
 CB0341'S ON MAIN-TRAVELED ROAD 3 BLOCKS.  W A SHORT DISTANCE TO WHERE
 CB0341'ROAD TURNS S.  FROM THIS POINT GO S 4.5 MILES.  W 1 MILE.
 CB0341'S 5.0 MILES.  W 2.0 MILES.  S 1.0 MILE.  W 1.0 MILE.  AND THEN
 CB0341'S 1.0 MILE TO STATION.
 CB0341
 CB0341                          STATION RECOVERY (1932)
 CB0341
 CB0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 CB0341'17.8 MI S FROM GARDEN CITY.
 CB0341'17.8 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0341'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 53 FEET WEST OF
 CB0341'THE CENTERLINE OF THE ROAD, 28 FEET WEST OF A WIRE FENCE, 1 FOOT NORTH
 CB0341'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST.
 CB0341
 CB0341                          STATION RECOVERY (1936)
 CB0341
 CB0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (PCB)
 CB0341'STATION WAS RECOVERED IN GOOD CONDITION.  LATTER PART OF
 CB0341'DESCRIPTION IN SPECIAL PUBLICATION 189 READING WEST 1.0 MILE.
 CB0341'AND THEN SOUTH 1.0 MILE TO STATION.  SHOULD BE CHANGED TO READ
 CB0341'WEST 1.0 MILE.  AND THEN SOUTH 2.0 MILES TO STATION.  DESCRIPTION
 CB0341'IS OTHERWISE CORRECT.
 CB0341
 CB0341                          STATION RECOVERY (1937)
 CB0341
 CB0341'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0341'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION
 CB0341'AND AS DESCRIBED.  ORIGINAL DESCRIPTION FOR LOCATING STATION
 CB0341'HAS ONE ERROR.  THE LAST PHRASE, WHICH READS AND THEN SOUTH 1.0
 CB0341'MILE TO STATION SHOULD READ AS FOLLOWS--AND THEN SOUTH 2.05
 CB0341'MILES TO STATION.
 CB0341
 CB0341                          STATION RECOVERY (1938)
 CB0341
 CB0341'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 CB0341'RECOVERED AS DESCRIBED.
 CB0341
 CB0341                          STATION RECOVERY (1943)
 CB0341
 CB0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0341'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 CB0341'C.I.A. IN 1932 AND FOUND TO BE IN GOOD CONDITION.  THE DESCRIPTION
 CB0341'SUBMITTED BY C.I.A. IN 1932 WAS FOUND TO BE CORRECT AND ADEQUATE.
 CB0341'A NEW REFERENCE MARK WAS ESTABLISHED.
 CB0341'THE NEW MARK IS SE OF THE STATION, 26 FEET W OF THE CENTER
 CB0341'LINE OF THE ROAD, 1 FOOT W OF THE ROAD FENCE, AND PROJECTS
 CB0341'ABOUT 4 INCHES.  THE DISK IS STAMPED SHIELDS NO 3 1943.
 CB0341
 CB0341                          STATION RECOVERY (1973)
 CB0341
 CB0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RGR)
 CB0341'SEARCHED FOR, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1058 ***********************************************************************
 CA1058  DESIGNATION -  SHIELDS
 CA1058  PID         -  CA1058
 CA1058  STATE/COUNTY-  TX/BROWN
 CA1058  USGS QUAD   -  TRICKHAM (1978)
 CA1058
 CA1058                         *CURRENT SURVEY CONTROL
 CA1058  ___________________________________________________________________
 CA1058* NAD 83(1993)-  31 34 25.22635(N)    099 11 01.40073(W)     ADJUSTED  
 CA1058* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 CA1058  ___________________________________________________________________
 CA1058  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CA1058  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CA1058
 CA1058  HORZ ORDER  -  FIRST
 CA1058
 CA1058.The horizontal coordinates were established by classical geodetic methods
 CA1058.and adjusted by the National Geodetic Survey in February 1996..
 CA1058
 CA1058.The orthometric height was scaled from a topographic map.
 CA1058
 CA1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1058
 CA1058.The geoid height was determined by GEOID03.
 CA1058
 CA1058;                    North         East     Units Scale Factor Converg.
 CA1058;SPC TX C     - 3,211,969.743   809,120.555   MT  0.99993148   +0 35 31.6
 CA1058;SPC TX C     -10,537,937.40  2,654,589.69   sFT  0.99993148   +0 35 31.6
 CA1058;UTM  14      - 3,493,196.892   482,566.606   MT  0.99960375   -0 05 46.3
 CA1058
 CA1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1058!SPC TX C     -   0.99992984  x   0.99993148  =   0.99986133
 CA1058!UTM  14      -   0.99992984  x   0.99960375  =   0.99953362
 CA1058
 CA1058|---------------------------------------------------------------------|
 CA1058| PID    Reference Object                     Distance      Geod. Az  |
 CA1058|                                                           dddmmss.s |
 CA1058| CV6304 SHIELDS RM 1                         26.920 METERS 17329     |
 CA1058| CV6306 SHIELDS RM 3                         21.600 METERS 18117     |
 CA1058| CV6303 SHIELDS AZ MK                                      2603121.2 |
 CA1058| CV6305 SHIELDS RM 2                         25.911 METERS 28316     |
 CA1058|---------------------------------------------------------------------|
 CA1058
 CA1058                          SUPERSEDED SURVEY CONTROL
 CA1058
 CA1058  NAD 83(1986)-  31 34 25.23466(N)    099 11 01.38594(W) AD(       ) 1
 CA1058  NAD 27      -  31 34 24.67000(N)    099 11 00.20300(W) AD(       ) 1
 CA1058
 CA1058.Superseded values are not recommended for survey control.
 CA1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1058.See file dsdata.txt to determine how the superseded data were derived.
 CA1058
 CA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV8256793197(NAD 83)
 CA1058_MARKER: DS = TRIANGULATION STATION DISK
 CA1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1058
 CA1058  HISTORY     - Date     Condition        Report By
 CA1058  HISTORY     - 1935     MONUMENTED       CGS
 CA1058  HISTORY     - 1937     GOOD             TXHD
 CA1058  HISTORY     - 1975     GOOD             NGS
 CA1058
 CA1058                          STATION DESCRIPTION
 CA1058
 CA1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1058'STATION IS LOCATED 3.0 MILES ESE OF TRICKHAM, AND 7.0 MILES W OF
 CA1058'N OF WINCHELL, ON THE PROPERTY OF RASS SHIELDS, JUST W OF THE
 CA1058'WINCHELL-BANGS, ROAD.  STATION IS 29 FEET W OF CENTER LINE OF
 CA1058'NS DIRT ROAD, 12 FEET S OF EW FENCE LINE, 9 FEET W OF NS FENCE
 CA1058'LINE.  MARK PROJECTS 3 INCHES.
 CA1058'
 CA1058'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 CA1058'TOPS OF CONCRETE CYLINDERS.
 CA1058'
 CA1058'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 CA1058'IN CONCRETE.
 CA1058'
 CA1058'REFERENCE MARK NO. 1 IS S OF STATION, 21 FEET W OF CENTER
 CA1058'LINE OF NS DIRT ROAD IN NS FENCE LINE.  MARK PROJECTS 4 INCHES.
 CA1058'
 CA1058'REFERENCE MARK NO. 2 IS W OF STATION, 30 FEET SE OF SE CORNER
 CA1058'OF SHIELDS HOUSE, 11 FEET S OF CENTER LINE OF DRIVEWAY IN
 CA1058'EW FENCE LINE.
 CA1058'
 CA1058'AZIMUTH MARK IS W OF STATION, 150 FEET N OF EW FENCE LINE
 CA1058'IN NS FENCE LINE.  IT IS REACHED FROM STATION, BY FOLLOWING
 CA1058'FENCE LINE WSW OF STATION TO FENCE CORNER, AZIMUTH MARK
 CA1058'IS 150 FEET N.
 CA1058'
 CA1058'STATION IS REACHED FROM THE MAIN CROSS ROAD IN THE SMALL
 CA1058'SETTLEMENT OF WINCHELL ON HIGHWAY 10 ABOUT 20 MILES SW OF
 CA1058'BROWNWOOD, BY GOING N 4.5 MILES TO MAILBOX ON RIGHT MARKED
 CA1058'J.W. SEWAL.  TURN RIGHT FOR 1.65 MILES TO T-ROAD, FOLLOW LEFT
 CA1058'(N) FORK FOR 1.85 MILES TO TOP OF GRADE AND HOME OF RASS
 CA1058'SHIELDS AND STATION, 100 FEET ESE IN FENCE CORNER.
 CA1058'
 CA1058'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CA1058
 CA1058                          STATION RECOVERY (1937)
 CA1058
 CA1058'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1058'DESCRIPTION GIVEN BY C.I.A., IS GOOD.
 CA1058'
 CA1058'SURFACE MARK IS IN GOOD CONDITION.
 CA1058
 CA1058                          STATION RECOVERY (1975)
 CA1058
 CA1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA1058'STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 AND THE AZIMUTH
 CA1058'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A CHECK
 CA1058'FOR DISTANCE AND DIRECTION WAS MADE TO THE MARKS, THE DISTANCE
 CA1058'WAS FOUND ADEQUATE.  A DIRECTION CHECK COULD ONLY BE MADE
 CA1058'BETWEEN THE MARKS.  REFERENCE MARK 1 CHECKED ADEQUATE, REFERENCE
 CA1058'MARK 2 WAS FOUND LESS BY 2 MINUTES AND 44 SECONDS.  DUE TO
 CA1058'REQUEST OF THE HIGHWAY DEPARTMENT, REFERENCE MARK NUMBER
 CA1058'1 WAS REMOVED AND DESTROYED.  REFERENCE MARK 3 WAS
 CA1058'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CA1058'
 CA1058'STATION IS LOCATED ABOUT 7 MILES NORTH OF WINCHELL, 4 MILES
 CA1058'NORTH-NORTHWEST OF BROOKESMITH AND 3 MILES EAST-SOUTHEAST
 CA1058'OF TRICKHAM.  THE STATION IS ON PROPERTY OF MR. CLARENCE FORD
 CA1058'AND OR STATE HIGHWAY DEPARTMENT.  MR. FORD GAVE PERMISSION
 CA1058'TO USE THE STATION.  THE HIGHWAY DEPARTMENT ASK THAT THE
 CA1058'REFERENCE MARK 1 BE REMOVED AS IT WAS IN THE WAY FOR MOWING
 CA1058'RIGHT-OF-WAY.
 CA1058'
 CA1058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377
 CA1058'AND FARM ROAD 1176 ABOUT 5 MILES SOUTH-SOUTHWEST OF BROWNWOOD,
 CA1058'GO WEST ON FARM ROAD 1176 FOR 11.1 MILES TO THE JUNCTION OF
 CA1058'FARM ROAD 586.  TURN LEFT AND GO SOUTH ON FARM ROAD 586 FOR 1.9
 CA1058'MILE TO THE STATION ON THE RIGHT, AS DESCRIBED.
 CA1058'
 CA1058'TO REACH THE AZIMUTH MARK FROM THE STATION, PASS THROUGH
 CA1058'GATE JUST NORTH OF THE STATION AND GO WEST-SOUTHWEST ALONG THE
 CA1058'SOUTH SIDE OF A FENCE FOLLOWING FIELD TRACK ROAD FOR 0.25
 CA1058'MILE TO A FENCE CORNER, THENCE FOLLOW FENCE LINE NORTHWEST
 CA1058'FOR 0.05 MILE TO THE MARK ON THE RIGHT, AS DESCRIBED.
 CA1058'
 CA1058'STATION MARKS ARE STANDARD DISKS STAMPED SHIELDS 1935.  THE
 CA1058'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CA1058'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET
 CA1058'SOUTH OF DRIVEWAY TO MR. CLARENCE FORD HOME, 29 FEET WEST
 CA1058'OF THE APPROXIMATE CENTER OF FARM ROAD 586 AND 3 FEET EAST
 CA1058'OF FENCE LINE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 CA1058'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CA1058'SURFACE.
 CA1058'
 CA1058'REFERENCE MARK 2, A STANDARD DISK STAMPED SHIELDS NO 2 1935,
 CA1058'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CA1058'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 115 FEET
 CA1058'WEST OF THE APPROXIMATE CENTER OF FARM ROAD 586, 29 FEET
 CA1058'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 10 FEET SOUTH
 CA1058'OF DRIVEWAY AND 8 FEET NORTH OF FENCE.
 CA1058'
 CA1058'REFERENCE MARK 3, A STANDARD DISK STAMPED SHIELDS 1935 NO 3
 CA1058'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CA1058'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET
 CA1058'WEST OF THE APPROXIMATE CENTER OF FARM ROAD 586 AND 24 FEET
 CA1058'SOUTH OF TELEPHONE POLE.
 CA1058'
 CA1058'NO MEASUREMENT BETWEEN R.M.S DUE TO FENCE POST AND SHRUBBY.
 CA1058'
 CA1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 CA1058'EAST-SOUTHEAST OF TRICKHAM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0342 ***********************************************************************
 CB0342  DESIGNATION -  SHIELDS RM 1
 CB0342  PID         -  CB0342
 CB0342  STATE/COUNTY-  TX/GLASSCOCK
 CB0342  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0342
 CB0342                         *CURRENT SURVEY CONTROL
 CB0342  ___________________________________________________________________
 CB0342* NAD 83(1986)-  31 39 59.     (N)    101 29 53.     (W)     SCALED    
 CB0342* NAVD 88     -       817.739  (meters)    2682.87   (feet)  ADJUSTED  
 CB0342  ___________________________________________________________________
 CB0342  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CB0342  DYNAMIC HT  -         816.593 (meters)    2679.11  (feet)  COMP
 CB0342  MODELED GRAV-     979,210.4   (mgal)                       NAVD 88
 CB0342
 CB0342  VERT ORDER  -  SECOND    CLASS 0
 CB0342
 CB0342.The horizontal coordinates were scaled from a topographic map and have
 CB0342.an estimated accuracy of +/- 6 seconds.
 CB0342
 CB0342.The orthometric height was determined by differential leveling
 CB0342.and adjusted by the National Geodetic Survey in June 1991..
 CB0342
 CB0342.The geoid height was determined by GEOID03.
 CB0342
 CB0342.The dynamic height is computed by dividing the NAVD 88
 CB0342.geopotential number by the normal gravity value computed on the
 CB0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0342.degrees latitude (g = 980.6199 gals.).
 CB0342
 CB0342.The modeled gravity was interpolated from observed gravity values.
 CB0342
 CB0342;                    North         East    Units  Estimated Accuracy
 CB0342;SPC TX C     - 3,222,260.      589,550.      MT  (+/- 180 meters Scaled)
 CB0342
 CB0342                          SUPERSEDED SURVEY CONTROL
 CB0342
 CB0342  NGVD 29 (??/??/92)  817.443  (m)         2681.89   (f) ADJ UNCH    2 0
 CB0342
 CB0342.Superseded values are not recommended for survey control.
 CB0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0342.See file dsdata.txt to determine how the superseded data were derived.
 CB0342
 CB0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA631061(NAD 83)
 CB0342_MARKER: DR = REFERENCE MARK DISK
 CB0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0342_STAMPING: SHIELDS NO 1 1932
 CB0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0342+STABILITY: SURFACE MOTION
 CB0342
 CB0342  HISTORY     - Date     Condition        Report By
 CB0342  HISTORY     - 1932     MONUMENTED       CGS
 CB0342
 CB0342                          STATION DESCRIPTION
 CB0342
 CB0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CB0342'IN GARDEN CITY.
 CB0342'91.5 FEET NORTHEAST OF TRIANGULATION STATION SHIELDS, DESCRIBED ABOVE,
 CB0342'45 FEET SOUTH OF A T-FENCE CORNER, 30 FEET EAST OF THE CENTERLINE OF
 CB0342'THE ROAD AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0340 ***********************************************************************
 CB0340  DESIGNATION -  SHIELDS RM 2 AZIMUTH
 CB0340  PID         -  CB0340
 CB0340  STATE/COUNTY-  TX/GLASSCOCK
 CB0340  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0340
 CB0340                         *CURRENT SURVEY CONTROL
 CB0340  ___________________________________________________________________
 CB0340* NAD 83(1986)-  31 39 59.     (N)    101 29 53.     (W)     SCALED    
 CB0340* NAVD 88     -       817.591  (meters)    2682.38   (feet)  ADJUSTED  
 CB0340  ___________________________________________________________________
 CB0340  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CB0340  DYNAMIC HT  -         816.445 (meters)    2678.62  (feet)  COMP
 CB0340  MODELED GRAV-     979,210.4   (mgal)                       NAVD 88
 CB0340
 CB0340  VERT ORDER  -  SECOND    CLASS 0
 CB0340
 CB0340.The horizontal coordinates were scaled from a topographic map and have
 CB0340.an estimated accuracy of +/- 6 seconds.
 CB0340
 CB0340.The orthometric height was determined by differential leveling
 CB0340.and adjusted by the National Geodetic Survey in June 1991..
 CB0340
 CB0340.The geoid height was determined by GEOID03.
 CB0340
 CB0340.The dynamic height is computed by dividing the NAVD 88
 CB0340.geopotential number by the normal gravity value computed on the
 CB0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0340.degrees latitude (g = 980.6199 gals.).
 CB0340
 CB0340.The modeled gravity was interpolated from observed gravity values.
 CB0340
 CB0340;                    North         East    Units  Estimated Accuracy
 CB0340;SPC TX C     - 3,222,260.      589,550.      MT  (+/- 180 meters Scaled)
 CB0340
 CB0340                          SUPERSEDED SURVEY CONTROL
 CB0340
 CB0340  NGVD 29 (??/??/92)  817.296  (m)         2681.41   (f) ADJ UNCH    2 0
 CB0340
 CB0340.Superseded values are not recommended for survey control.
 CB0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0340.See file dsdata.txt to determine how the superseded data were derived.
 CB0340
 CB0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA631061(NAD 83)
 CB0340_MARKER: DR = REFERENCE MARK DISK
 CB0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0340_STAMPING: SHIELDS NO 2 1932
 CB0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0340+STABILITY: SURFACE MOTION
 CB0340
 CB0340  HISTORY     - Date     Condition        Report By
 CB0340  HISTORY     - 1932     MONUMENTED       CGS
 CB0340
 CB0340                          STATION DESCRIPTION
 CB0340
 CB0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CB0340'18.1 MI S FROM GARDEN CITY.
 CB0340'18.1 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKEGARDEN CITY ROAD
 CB0340'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 0.3 MILE SOUTH
 CB0340'OF TRIANGULATION STATION SHIELDS, DESCRIBED BELOW, 27 FEET EAST OF THE
 CB0340'CENTERLINE OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CB0340'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0703 ***********************************************************************
 BN0703  DESIGNATION -  SHIN
 BN0703  PID         -  BN0703
 BN0703  STATE/COUNTY-  TX/SAN SABA
 BN0703  USGS QUAD   -  MAGILL MOUNTAIN (1979)
 BN0703
 BN0703                         *CURRENT SURVEY CONTROL
 BN0703  ___________________________________________________________________
 BN0703* NAD 83(1993)-  30 59 27.19427(N)    098 52 19.67816(W)     ADJUSTED  
 BN0703* NAVD 88     -       588.2    (meters)    1930.     (feet)  VERTCON   
 BN0703  ___________________________________________________________________
 BN0703  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 BN0703  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 BN0703
 BN0703  HORZ ORDER  -  FIRST
 BN0703
 BN0703.The horizontal coordinates were established by classical geodetic methods
 BN0703.and adjusted by the National Geodetic Survey in February 1996..
 BN0703
 BN0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0703
 BN0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0703
 BN0703.The geoid height was determined by GEOID03.
 BN0703
 BN0703;                    North         East     Units Scale Factor Converg.
 BN0703;SPC TX C     - 3,147,712.890   839,543.631   MT  0.99988176   +0 45 09.4
 BN0703;SPC TX C     -10,327,121.37  2,754,402.73   sFT  0.99988176   +0 45 09.4
 BN0703;UTM  14      - 3,428,599.032   512,208.141   MT  0.99960184   +0 03 57.0
 BN0703
 BN0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0703!SPC TX C     -   0.99991131  x   0.99988176  =   0.99979308
 BN0703!UTM  14      -   0.99991131  x   0.99960184  =   0.99951319
 BN0703
 BN0703|---------------------------------------------------------------------|
 BN0703| PID    Reference Object                     Distance      Geod. Az  |
 BN0703|                                                           dddmmss.s |
 BN0703| CV6309 SHIN RM 3                            38.204 METERS 00145     |
 BN0703| CV6307 SHIN RM 1                            33.217 METERS 08118     |
 BN0703| CA1016 KEMP RM A 1967                      APPROX.16.1 KM 0815051.5 |
 BN0703| CV6308 SHIN RM 2                            19.507 METERS 23044     |
 BN0703| BN0711 PONTOTOC DPS REPEATER MAST          APPROX. 8.4 KM 2494703.0 |
 BN0703|---------------------------------------------------------------------|
 BN0703
 BN0703                          SUPERSEDED SURVEY CONTROL
 BN0703
 BN0703  NAD 83(1986)-  30 59 27.20449(N)    098 52 19.66383(W) AD(       ) 1
 BN0703  NAD 27      -  30 59 26.59600(N)    098 52 18.50900(W) AD(       ) 1
 BN0703  NGVD 29 (07/19/86)  588.1    (m)         1929.     (f) VERT ANG       
 BN0703
 BN0703.Superseded values are not recommended for survey control.
 BN0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0703.See file dsdata.txt to determine how the superseded data were derived.
 BN0703
 BN0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV1220828599(NAD 83)
 BN0703_MARKER: DS = TRIANGULATION STATION DISK
 BN0703_SETTING: 66 = SET IN ROCK OUTCROP
 BN0703_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0703
 BN0703  HISTORY     - Date     Condition        Report By
 BN0703  HISTORY     - 1935     MONUMENTED       CGS
 BN0703  HISTORY     - 1967     GOOD             CGS
 BN0703  HISTORY     - 1969     GOOD             CGS
 BN0703
 BN0703                          STATION DESCRIPTION
 BN0703
 BN0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0703'STATION MARK IS SET IN DRILL HOLE IN ROCK 12 INCHES UNDERGROUND.
 BN0703'NO STANDARD UNDERGROUND MARK SET.
 BN0703'
 BN0703'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BN0703'
 BN0703'REFERENCE MARK NO. 1 IS NE OF STATION AND PROJECTS 4 INCHES.
 BN0703'
 BN0703'REFERENCE MARK NO. 2 IS S BY W OF STATION, AND PROJECTS 5
 BN0703'INCHES.
 BN0703'
 BN0703'REFERENCE MARK NO. 3 IS N BY W OF STATION AND PROJECTS 3
 BN0703'INCHES.
 BN0703'
 BN0703'TO REACH FROM COURTHOUSE IN SAN SABA--GO W ON STATE HIGHWAY
 BN0703'74 FOR 2.55 MILES, TURN LEFT, GO 3.05 MILES TURN LEFT, GO
 BN0703'1.35 MILES TURN LEFT, FOLLOW MAIN ROAD FOR 8.7 MILES TO
 BN0703'BUMP GATE, PASS THROUGH GATE, BEAR LEFT, GO 5.85 MILES TURN
 BN0703'RIGHT THROUGH BRUSH, GO 0.2 MILE TO TOP OF HILL AND STATION.
 BN0703'
 BN0703'HEIGHT OF LIGHT ABOVE STATION MARK-16 METERS.
 BN0703
 BN0703                          STATION RECOVERY (1967)
 BN0703
 BN0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0703'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED AND
 BN0703'FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO THE
 BN0703'REFERENCE MARKS COMPARED FAVORABLY WITH 1935 OBSERVATIONS.  DUE TO
 BN0703'NEW ROADS IN THE AREA, A COMPLETE NEW DESCRIPTIONS FOLLOWS.
 BN0703'
 BN0703'THE STATION IS ABOUT 17 MILES SOUTHWEST OF SAN SABA, 10 MILES
 BN0703'WEST OF CHEROKEE, 9 MILES NORTHEAST OF PONTOTOC, ON A BRUSH
 BN0703'COVERED HILL, AND ON PROPERTY OF THE WIMBERLY RANCH.
 BN0703'
 BN0703'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND
 BN0703'FARM ROAD 501 JUST SOUTH OF THE POST OFFICE IN CHEROKEE, GO
 BN0703'WEST ON FARM ROAD 501 FOR 3.8 MILES TO A CONCRETE BRIDGE.  CONTINUE
 BN0703'WEST ON THE PAVED ROAD FOR 7.05 MILES TO A CROSSROAD AND SIGN
 BN0703'WIMBERLY HEREFORD RANCH ON THE RIGHT.  TURN RIGHT CROSSING CATTLE
 BN0703'GUARD AND GO NORTHERLY ON GRADED ROAD FOR 0.4 MILE TO A DRIVEWAY
 BN0703'ON THE LEFT.  CONTINUE NORTHERLY ON GRADED ROAD FOR 0.9 MILE TO
 BN0703'THE CREST OF THE RIDGE AND DIM TRACK ROAD ON THE LEFT.  TURN LEFT
 BN0703'ON DIM TRACK ROAD FOR 0.1 MILE TO AN OPEN AREA AND THE STATION.
 BN0703'
 BN0703'THE STATION IS A STANDARD DISK STAMPED SHIN 1935, CEMENTED IN A
 BN0703'DRILL HOLE IN BEDROCK AND IS 8 INCHES BELOW THE GROUND SURFACE.  IT
 BN0703'IS 4 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BN0703'
 BN0703'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SHIN NO 1 1935, SET
 BN0703'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 BN0703'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 110 FEET EAST OF THE
 BN0703'METAL WITNESS POST.
 BN0703'
 BN0703'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SHIN NO 2 1935, SET
 BN0703'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 BN0703'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 66-1/2 FEET SOUTHWEST OF
 BN0703'THE METAL WITNESS POST.
 BN0703'
 BN0703'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SHIN NO 3 1935, SET
 BN0703'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 BN0703'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 120 FEET NORTH OF THE
 BN0703'METAL WITNESS POST.
 BN0703'
 BN0703'NOTE--THERE IS NO AZIMUTH MARK FOR THIS STATION, DUE TO HEAVY
 BN0703'BRUSH.
 BN0703'
 BN0703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BN0703'10 MILES WEST OF CHEROKEE.
 BN0703
 BN0703                          STATION RECOVERY (1969)
 BN0703
 BN0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BN0703'THE STATION AND ALL MARK WERE FOUND IN GOOD CONDITION, HOWEVER
 BN0703'THE DESCRIPTION IS POOR AND THE MILEAGES TO THE TO REACH ARE
 BN0703'IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 BN0703'
 BN0703'ABOUT 16 MILES SOUTHWEST OF SAN SABA AND ON THE HIGHEST
 BN0703'POINT OF A SMALL WOODED HILL.  48 FEET NORTHWEST OF A 7 INCH
 BN0703'CEDAR TREE, 28 FEET NORTHEAST OF AN 8 INCH WATER OAK TREE
 BN0703'AND 5 FEET SOUTHEAST OF A METAL WITNESS POST.  THE STATION
 BN0703'MARK DISK IS SET IN A DRILL HOLE IN ROCK ABOUT 12 INCHES
 BN0703'UNDERGROUND AND IS STAMPED SHIN 1935.
 BN0703'
 BN0703'TO REACH THE STATION FROM THE COURTHOUSE IN SAN SABA, GO
 BN0703'WEST ON U.S. HIGHWAY 190 FOR 2.55 MILES TO A SIDE ROAD LEFT.
 BN0703'TURN LEFT AND GO SOUTH ON FARM ROAD 1030 FOR 4.05 MILES TO
 BN0703'A ROAD FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHERLY FOR
 BN0703'1.45 MILES TO A ROAD FORK.  TAKE THE LEFT FORK AND CONTINUE
 BN0703'SOUTHERLY FOR 6.7 MILES TO A ROAD FORK ABOUT 200 FEET SOUTH
 BN0703'OF A GATE.  TAKE THE LEFT FORK AND GO SOUTHEASTERLY FOR 3.85
 BN0703'MILES TO A SIDE ROAD LEFT.  CONTINUE AHEAD PASSING THROUGH
 BN0703'GATE FOR 1.15 MILES TO A SIDE ROAD RIGHT AND A SIGN BURNAM
 BN0703'AND CO POLE PENS RANCH.  CONTINUE AHEAD FOR 0.6 MILE TO A
 BN0703'SMALL WOODED HILL ON THE RIGHT.  TURN RIGHT AND GO WESTERLY
 BN0703'THROUGH BRUSH TO THE TOP OF THE HILL AND THE STATION.
 BN0703'
 BN0703'REFERENCE MARK 1 IS 27 FEET NORTHWEST OF AN 8 INCH CEDAR
 BN0703'TREE AND 27 FEET NORTHEAST OF A 4 INCH OAK TREE.  THE MONUMENT
 BN0703'PROJECTS 4 INCHES AND THE DISK IS STAMPED SHIN NO 1 1935.
 BN0703'
 BN0703'REFERENCE MARK 2 IS 25 FEET WEST OF AN 8 INCH CEDAR TREE AND 5
 BN0703'FEET SOUTHEAST OF A 6 INCH CEDAR TREE.  THE MONUMENT PROJECTS
 BN0703'5 INCHES AND THE DISK IS STAMPED SHIN NO 2 1935.
 BN0703'
 BN0703'REFERENCE MARK 3 IS 6 FEET SOUTHEAST OF A 4 INCH CEDAR TREE.
 BN0703'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED SHIN
 BN0703'NO 3 1935.
 BN0703'
 BN0703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 16
 BN0703'MILES SOUTHWEST OF SAN SABA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2600 ***********************************************************************
 AX2600  DESIGNATION -  SHINER
 AX2600  PID         -  AX2600
 AX2600  STATE/COUNTY-  TX/LAVACA
 AX2600  USGS QUAD   -  WIED (1987)
 AX2600
 AX2600                         *CURRENT SURVEY CONTROL
 AX2600  ___________________________________________________________________
 AX2600* NAD 83(1993)-  29 24 17.88295(N)    097 06 24.58973(W)     ADJUSTED  
 AX2600* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 AX2600  ___________________________________________________________________
 AX2600  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AX2600  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX2600
 AX2600  HORZ ORDER  -  FIRST
 AX2600
 AX2600.The horizontal coordinates were established by classical geodetic methods
 AX2600.and adjusted by the National Geodetic Survey in February 1996..
 AX2600
 AX2600.The orthometric height was scaled from a topographic map.
 AX2600
 AX2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2600
 AX2600.The geoid height was determined by GEOID03.
 AX2600
 AX2600;                    North         East     Units Scale Factor Converg.
 AX2600;SPC TXSC     - 4,175,665.529   783,711.741   MT  0.99986399   +0 55 39.0
 AX2600;SPC TXSC     -13,699,662.66  2,571,227.60   sFT  0.99986399   +0 55 39.0
 AX2600;UTM  14      - 3,254,344.232   683,688.695   MT  1.00001636   +0 55 47.2
 AX2600
 AX2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2600!SPC TXSC     -   0.99998572  x   0.99986399  =   0.99984971
 AX2600!UTM  14      -   0.99998572  x   1.00001636  =   1.00000208
 AX2600
 AX2600|---------------------------------------------------------------------|
 AX2600| PID    Reference Object                     Distance      Geod. Az  |
 AX2600|                                                           dddmmss.s |
 AX2600| CV6311 SHINER RM 1                          25.062 METERS 04601     |
 AX2600| AX2754 SAN ANTONIO HOUSTON AWY BCN 8       APPROX.14.5 KM 1242746.9 |
 AX2600| CV6310 SHINER AZ MK                                       2784102.7 |
 AX2600| AX2612 SHINER CATHOLIC CHURCH SPIRE        APPROX. 6.1 KM 2894542.4 |
 AX2600| CV6312 SHINER RM 2                          32.036 METERS 30621     |
 AX2600|---------------------------------------------------------------------|
 AX2600
 AX2600                          SUPERSEDED SURVEY CONTROL
 AX2600
 AX2600  NAD 83(1986)-  29 24 17.89450(N)    097 06 24.58090(W) AD(       ) 1
 AX2600  NAD 27      -  29 24 17.02000(N)    097 06 23.63300(W) AD(       ) 1
 AX2600
 AX2600.Superseded values are not recommended for survey control.
 AX2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2600.See file dsdata.txt to determine how the superseded data were derived.
 AX2600
 AX2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8368954344(NAD 83)
 AX2600_MARKER: DS = TRIANGULATION STATION DISK
 AX2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2600
 AX2600  HISTORY     - Date     Condition        Report By
 AX2600  HISTORY     - 1943     MONUMENTED       CGS
 AX2600  HISTORY     - 1963     GOOD             CGS
 AX2600
 AX2600                          STATION DESCRIPTION
 AX2600
 AX2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2600'THE STATION IS LOCATED ABOUT 4 MILES SE OF SHINER AND ABOUT
 AX2600'8-1/2 MILES NNE OF YOAKUM, 0.3 MILE W OF T-ROAD INTERSECTION ON
 AX2600'A FLAT CULTIVATED HILLTOP.  IT IS 0.1 MILE SW OF A FARMHOUSE,
 AX2600'10 FEET E OF N-S FENCE LINE AND 2 FEET N OF E-W FENCE LINE IN
 AX2600'SW CORNER OF A CULTIVATED FIELD.  THE MARK IS STAMPED SHINER
 AX2600'1943 AND PROJECTS 2 INCHES.
 AX2600'
 AX2600'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2600'DISKS SET IN CONCRETE.
 AX2600'
 AX2600'REFERENCE MARK NO. 1 IS E OF STATION, 1 FOOT S OF E-W FENCE LINE
 AX2600'AND 20 FEET W OF FENCE CORNER.  MARK IS STAMPED SHINER NO. 1 1943
 AX2600'AND PROJECTS 4 INCHES.
 AX2600'
 AX2600'REFERENCE MARK NO. 2 IS SSW OF STATION, 1 FOOT E OF N-S FENCE
 AX2600'LINE.  MARK IS STAMPED SHINER NO. 2, 1943 AND PROJECTS 6 INCHES.
 AX2600'
 AX2600'AZIMUTH MARK IS 0.4 MILE WNW OF STATION 150 FEET W OF T-ROAD
 AX2600'INTERSECTION, 25 FEET N OF DIRT ROAD AND 1 FOOT S OF E-W FENCE
 AX2600'LINE.  THE MARK IS STAMPED SHINER 1943 AND PROJECTS 5 INCHES.
 AX2600'TO REACH FROM STATION GO S ALONG FENCE LINE FOR 0.15 MILE,
 AX2600'TURN LEFT ON FARM LANE AND GO W FOR 0.15 MILE TO GATE AND
 AX2600'T-ROAD INTERSECTION AND MARK.
 AX2600'
 AX2600'TO REACH THE STATION FROM THE INTERSECTION OF TEXAS HIGHWAYS
 AX2600'200 AND 95, GO S ON TEXAS 95 FOR 0.5 MILE TO BRIDGE ACROSS
 AX2600'ROCKY CREEK, CONTINUE S ON TEXAS 95 FOR 1.4 MILES TO A SIDE
 AX2600'DIRT ROAD TO LEFT.  TURN LEFT, NE, AND GO 3.55 MILES TO A SIDE
 AX2600'ROAD RIGHT, TURN RIGHT AND GO 0.6 MILE TO A T-ROAD INTERSECTION.
 AX2600'TURN LEFT (E) THROUGH GATE AND FOLLOW FARM LANE FOR 0.15 MILE
 AX2600'TO A DESERTED FARMHOUSE ON LEFT, TURN RIGHT AND FOLLOW FENCE
 AX2600'LINE UPHILL FOR 0.15 MILE TO TOP OF HILL FENCE CORNER AND
 AX2600'STATION.
 AX2600'
 AX2600'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2600'
 AX2600'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2600
 AX2600                          STATION RECOVERY (1963)
 AX2600
 AX2600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2600'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 AX2600'RECOVERED IN GOOD CONDITION.  STATION IS LOCATED ON BRUSH
 AX2600'COVERED HILL.  FENCES STILL EXIST.  AT BEGINNING OF INTERSECTION
 AX2600'U.S. 90A AND S.H. 95 GO SE ON U.S. 90A 3.3 MILES TO F.M. 531
 AX2600'RIGHT.  TURN RIGHT (SOUTH) ON F.M. 531.  FOLLOW F.M. FOR 1.8
 AX2600'MILES TO CURVE AND GRAVEL ROAD ON RIGHT.  AZIMUTH MARK IS
 AX2600'APPROXIMATELY 200 FT. WEST ON NORTH SIDE GRAVEL ROAD.  STATION
 AX2600'MARK IS APPROXIMATELY 0.3 MILES EAST ON BRUSHY KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2612 ***********************************************************************
 AX2612  DESIGNATION -  SHINER CATHOLIC CHURCH SPIRE
 AX2612  PID         -  AX2612
 AX2612  STATE/COUNTY-  TX/LAVACA
 AX2612  USGS QUAD   -  SHINER (1987)
 AX2612
 AX2612                         *CURRENT SURVEY CONTROL
 AX2612  ___________________________________________________________________
 AX2612* NAD 83(1993)-  29 25 24.45892(N)    097 09 56.40765(W)     ADJUSTED  
 AX2612* NAVD 88     -                                                        
 AX2612  ___________________________________________________________________
 AX2612  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AX2612  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX2612
 AX2612  HORZ ORDER  -  THIRD
 AX2612
 AX2612.The horizontal coordinates were established by classical geodetic methods
 AX2612.and adjusted by the National Geodetic Survey in February 1996..
 AX2612
 AX2612
 AX2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2612
 AX2612.The geoid height was determined by GEOID03.
 AX2612
 AX2612;                    North         East     Units Scale Factor Converg.
 AX2612;SPC TXSC     - 4,177,623.857   777,970.446   MT  0.99986443   +0 53 55.2
 AX2612;SPC TXSC     -13,706,087.60  2,552,391.37   sFT  0.99986443   +0 53 55.2
 AX2612;UTM  14      - 3,256,302.583   677,946.515   MT  0.99999073   +0 54 04.9
 AX2612
 AX2612                          SUPERSEDED SURVEY CONTROL
 AX2612
 AX2612  NAD 83(1986)-  29 25 24.47023(N)    097 09 56.39870(W) AD(       ) 4
 AX2612  NAD 27      -  29 25 23.59800(N)    097 09 55.44800(W) AD(       ) 3
 AX2612
 AX2612.Superseded values are not recommended for survey control.
 AX2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2612.See file dsdata.txt to determine how the superseded data were derived.
 AX2612
 AX2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT7794756303(NAD 83)
 AX2612_MARKER: 90 = CHURCH SPIRE
 AX2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2612+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AX2612
 AX2612  HISTORY     - Date     Condition        Report By
 AX2612  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2612  HISTORY     - 19970607 GOOD             USPSQD
 AX2612  HISTORY     - 20050120 GOOD             USPSQD
 AX2612
 AX2612                          STATION DESCRIPTION
 AX2612
 AX2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2612'THIS INTERSECTION STATION IS THE SPIRE OF THE CATHOLIC CHURCH
 AX2612'LOCATED IN THE E EDGE OF SHINER.  IT IS A RED BRICK CHURCH
 AX2612'WITH A TALL THIN SPIRE AND CROSS WITH CIRCLE ON TOP OF SPIRE.
 AX2612'POINT OBSERVED ON, CROSS ON TOP OF SPIRE.
 AX2612
 AX2612                          STATION RECOVERY (1997)
 AX2612
 AX2612'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2612'RECOVERED IN GOOD CONDITION.
 AX2612
 AX2612                          STATION RECOVERY (2005)
 AX2612
 AX2612'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX2612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0611 ***********************************************************************
 BN0611  DESIGNATION -  SHINGLE
 BN0611  PID         -  BN0611
 BN0611  STATE/COUNTY-  TX/TRAVIS
 BN0611  USGS QUAD   -  SHINGLE HILLS (1986)
 BN0611
 BN0611                         *CURRENT SURVEY CONTROL
 BN0611  ___________________________________________________________________
 BN0611* NAD 83(1993)-  30 18 14.02112(N)    098 05 46.93942(W)     ADJUSTED  
 BN0611* NAVD 88     -       431.7    (meters)    1416.     (feet)  VERTCON   
 BN0611  ___________________________________________________________________
 BN0611  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 BN0611  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 BN0611
 BN0611  HORZ ORDER  -  FIRST
 BN0611
 BN0611.The horizontal coordinates were established by classical geodetic methods
 BN0611.and adjusted by the National Geodetic Survey in February 1996..
 BN0611
 BN0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0611
 BN0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0611
 BN0611.The geoid height was determined by GEOID03.
 BN0611
 BN0611;                    North         East     Units Scale Factor Converg.
 BN0611;SPC TX C     - 3,072,804.478   915,151.299   MT  0.99995529   +1 09 07.8
 BN0611;SPC TX C     -10,081,359.36  3,002,458.89   sFT  0.99995529   +1 09 07.8
 BN0611;SPC TXSC     - 4,274,151.929   686,920.483   MT  1.00000600   +0 26 33.7
 BN0611;SPC TXSC     -14,022,780.12  2,253,671.62   sFT  1.00000600   +0 26 33.7
 BN0611;UTM  14      - 3,352,805.877   586,887.839   MT  0.99969314   +0 27 21.6
 BN0611
 BN0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0611!SPC TX C     -   0.99993610  x   0.99995529  =   0.99989139
 BN0611!SPC TXSC     -   0.99993610  x   1.00000600  =   0.99994210
 BN0611!UTM  14      -   0.99993610  x   0.99969314  =   0.99962926
 BN0611
 BN0611|---------------------------------------------------------------------|
 BN0611| PID    Reference Object                     Distance      Geod. Az  |
 BN0611|                                                           dddmmss.s |
 BN0611| CV6315 SHINGLE RM 1                         10.073 METERS 07942     |
 BN0611| CV6313 SHINGLE AZ MK                                      1154605.0 |
 BN0611| BN0610 SHINGLE HILL MICROWAVE MAST          15.979 METERS 16003     |
 BN0611| CV6314 SHINGLE RM                           14.148 METERS 30855     |
 BN0611| CV6316 SHINGLE RM 2                         14.109 METERS 31026     |
 BN0611| BN0612 SHINGLE HILL                          5.555 METERS 32638     |
 BN0611|---------------------------------------------------------------------|
 BN0611
 BN0611                          SUPERSEDED SURVEY CONTROL
 BN0611
 BN0611  NAD 83(1986)-  30 18 14.03444(N)    098 05 46.92368(W) AD(       ) 1
 BN0611  NAD 27      -  30 18 13.30500(N)    098 05 45.87700(W) AD(       ) 1
 BN0611  NGVD 29 (07/28/98)  431.6    (m)         1416.     (f) VERT ANG       
 BN0611
 BN0611.Superseded values are not recommended for survey control.
 BN0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0611.See file dsdata.txt to determine how the superseded data were derived.
 BN0611
 BN0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8688852806(NAD 83)
 BN0611_MARKER: DS = TRIANGULATION STATION DISK
 BN0611_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BN0611
 BN0611  HISTORY     - Date     Condition        Report By
 BN0611  HISTORY     - 1903     MONUMENTED       CGS
 BN0611  HISTORY     - 1935     GOOD             CGS
 BN0611  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BN0611  HISTORY     - 1957     GOOD             USGS
 BN0611  HISTORY     - 1974     GOOD             TXHD
 BN0611
 BN0611                          STATION DESCRIPTION
 BN0611
 BN0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (WHB)
 BN0611'STATION IS 5 MILES NW OF FITZHUGH, ON A PROMINENT BALD-TOPPED
 BN0611'HILL, THE N ONE OF A SERIES KNOWN FOR MILES AROUND AS THE
 BN0611'SHINGLE HILLS, 23 PACES FROM THE BROW OF HILL ON LINE TO
 BN0611'SHOVEL MOUNTAIN, 10 PACES FROM THE BROW TO THE EASTWARD,
 BN0611'20 PACES FROM THE BROW TO THE WESTWARD, 40 PACES FROM THE
 BN0611'BROW TO THE SOUTHWARD ON LINE TO CEDAR (WHICH PASSES JUST
 BN0611'TO THE W OF THE HOUSE OF MR. CHISHOLM, 1 MILE DISTANT),
 BN0611'39 PACES EASTWARD FROM THE POSTS OF AN OLD FENCE LINE (COUNTY
 BN0611'LINE) AT ITS HIGHEST POINT IN CROSSING SHINGLE HILL, AND
 BN0611'5.548 METERS (18.20 FEET) S 33 DEG 11 MIN E, FROM
 BN0611'SHINGLE HILL (U.S.G.S.).
 BN0611'
 BN0611'SURFACE MARK IS NAIL IN IRON PIPE SET IN CONCRETE.
 BN0611'
 BN0611'UNDERGROUND MARK IS NAIL IN CONCRETE IN SOLID ROCK.
 BN0611'
 BN0611'REFERENCE MARK IS DRILL HOLE IN THE TOP OF A FLAT STONE
 BN0611'NEARLY LEVEL WITH THE GROUND, 7 PACES FROM THE BROW OF THE
 BN0611'HILL TOWARD SHOVEL MOUNTAIN, 9.027 METERS (29.62 FEET) FROM
 BN0611'SHINGLE HILL (U.S.G.S.) AND 14.148 METERS (46.42 FEET) FROM
 BN0611'THE STATION N 51 DEG 05 MIN W.  DISTANCES AND BEARINGS
 BN0611'TO OTHER POINTS ARE--WEST GABLE OF MR. WILKIES HOUSE, 1-1/4
 BN0611'MILES, N 27 DEG 23 MIN W.  CENTER OF STONE CHIMNEY OF
 BN0611'MR. CHISHOLMS HOUSE, 1 MILE, S 46 DEG 58 MIN E.  CENTER
 BN0611'OF STONE CHIMNEY OF ALBERT SCOTTS HOUSE 1/2 MILE, S 31 DEG
 BN0611'49 MIN E.  ELEVATION OF STATION, 431.7 METERS (1,416
 BN0611'FEET).
 BN0611
 BN0611                          STATION RECOVERY (1935)
 BN0611
 BN0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BN0611'RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS ON THE
 BN0611'TOP OF THE DESCRIBED HILL NEAR THE N EDGE OF THE PEAK.
 BN0611'
 BN0611'REFERENCE MARK IS ABOUT 15 PACES WNW FROM THE STATION.  SHINGLE
 BN0611'HILL (U.S.G.S.) ON THIS HILL WAS RECOVERED AND IS ABOUT 6
 BN0611'PACES NW OF STATION SHINGLE.
 BN0611'
 BN0611'TO REACH THIS STATION FROM FITZHUGH, GO W ALONG GRAVEL ROAD
 BN0611'FROM FITZHUGH STORE TO CROSS ROAD, DISTANCE 0.7 MILE.  TURN
 BN0611'RIGHT OR N ON CROSS ROAD AND CONTINUE UNTIL THE SECOND BUMPER
 BN0611'GATE IN THE ROAD IS REACHED, DISTANCE 2.8 MILES.  PASS THROUGH
 BN0611'BUMPER GATE AND TURN LEFT TO POINT OPPOSITE A VERY PROMINENT
 BN0611'BALD-TOPPED HILL STANDING ABOUT 1/2 MILE TO LEFT OF THE
 BN0611'ROAD, DISTANCE 1.9 MILES.  LEAVE CAR HERE AND WALK UPHILL
 BN0611'TO STATION.
 BN0611
 BN0611                          STATION RECOVERY (1956)
 BN0611
 BN0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0611'THE SUB-SURFACE MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 BN0611'CONDITION.  THE SURFACE MARK WAS NOT FOUND AND IT WAS PROBABLY
 BN0611'DESTROYED DURING THE CONSTRUCTION OF A RADIO MAST ERECTED
 BN0611'BY THE HUMBLE OIL COMPANY.  A NEW SURFACE MARK WAS SET PRECISELY
 BN0611'OVER THE SUB-SURFACE MARK.  SHINGLE (USGS) WAS RECOVERED
 BN0611'AS PREVIOUSLY DESCRIBED, HOWEVER A SLIGHT DIFFERENCE IN
 BN0611'DISTANCE WAS NOTED TO THIS MARK.  FOLLOWING IS A COMPLETE
 BN0611'NEW DESCRIPTION.
 BN0611'
 BN0611'THE STATION IS ABOUT 8 MILES NORTH OF DRIPPING SPRINGS, ON
 BN0611'THE SUMMIT OF THE HIGHEST ONE OF A SERIES OF HILLS LOCALLY
 BN0611'KNOWN AS SHINGLE HILLS, ON LAND OWNED BY J.E. MURRAH, (WHO
 BN0611'LIVES ABOUT 2 MILES NORTHWEST OF THE STATION SITE) AND ADJACENT
 BN0611'TO THE SHINGLE HILL MICRO-WAVE RELAY RADIO MAST.  OBTAIN
 BN0611'KEY AND PERMISSION FROM MR. MURRAH BEFORE VISITING THE STATION.
 BN0611'IT IS 39.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BN0611'STEEL FENCE SURROUNDING THE RADIO MAST.
 BN0611'
 BN0611'TO REACH THE STATION FROM THE POST OFFICE IN DRIPPING SPRINGS,
 BN0611'GO EASTERLY ON U.S. HIGHWAY 290 FOR 0.05 TO A PAVED ROAD
 BN0611'ON THE LEFT, TURN LEFT AND GO NORTH FOR 7.5 MILES TO THE
 BN0611'END OF THE PAVED ROAD AT A T-JUNCTION, TURN LEFT AND GO
 BN0611'NORTHWESTERLY FOR 1.8 MILES TO A LOCKED GATE AND THE AZIMUTH
 BN0611'MARK ON THE LEFT, TURN LEFT, PASS THROUGH THE GATE AND FOLLOW
 BN0611'A TRACK ROAD WESTERLY FOR 0.7 MILE TO THE STATION.
 BN0611'
 BN0611'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 BN0611'STAMPED SHINGLE 1903-1956.
 BN0611'
 BN0611'REFERENCE MARK 1 IS 50 FEET NORTH OF THE NORTHWEST CORNER
 BN0611'OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 BN0611'DISK IS STAMPED SHINGLE NO 1 1956.
 BN0611'
 BN0611'REFERENCE MARK 2 IS 81 FEET NORTHWEST OF THE NORTHWEST CORNER
 BN0611'OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 BN0611'DISK IS STAMPED SHINGLE NO 2 1956.
 BN0611'
 BN0611'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF THE ROAD,
 BN0611'2 FEET SOUTH OF THE GATE, 1 FOOT WEST OF A FENCE AND 1 FOOT
 BN0611'NORTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST.  THE MARK
 BN0611'PROJECTS 6 INCHES, AND THE DISK IS STAMPED SHINGLE 1956.
 BN0611'
 BN0611'SHINGLE (USGS) IS 57 FEET NORTHWEST OF THE NORTHWEST CORNER
 BN0611'OF THE FENCE.  THE MARK IS A CHISELED CROSS IN OUTCROPPING BEDROCK
 BN0611'BEARING THE LETTERS USGS.  THE ROCK OUTCROP IS FLUSH WITH
 BN0611'THE GROUND.
 BN0611
 BN0611                          STATION RECOVERY (1957)
 BN0611
 BN0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BN0611'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30098-2, STATION 1018.
 BN0611'RECOVERED BY USGS IN 1957.
 BN0611'STATION MARK--USC AND GS BRONZE TABLET IN CONCRETE FLUSH WITH THE
 BN0611'GROUND AND STAMPED---SHINGLE 1903-1956---.
 BN0611
 BN0611                          STATION RECOVERY (1974)
 BN0611
 BN0611'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974
 BN0611'SHINGLE 1903, 1956-GOOD
 BN0611'
 BN0611'AZIMUTH MARK-GOOD
 BN0611'
 BN0611'R.M.S 1 AND 2-GOOD
 BN0611'
 BN0611'1956 DESCRIPTION IS ADEQUATE FOR LOCATING ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0612 ***********************************************************************
 BN0612  DESIGNATION -  SHINGLE HILL
 BN0612  PID         -  BN0612
 BN0612  STATE/COUNTY-  TX/TRAVIS
 BN0612  USGS QUAD   -  SHINGLE HILLS (1986)
 BN0612
 BN0612                         *CURRENT SURVEY CONTROL
 BN0612  ___________________________________________________________________
 BN0612* NAD 83(1993)-  30 18 14.17177(N)    098 05 47.05375(W)     ADJUSTED  
 BN0612* NAVD 88     -       432.     (meters)    1417.     (feet)  SCALED    
 BN0612  ___________________________________________________________________
 BN0612  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 BN0612  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 BN0612
 BN0612  HORZ ORDER  -  SECOND
 BN0612
 BN0612.The horizontal coordinates were established by classical geodetic methods
 BN0612.and adjusted by the National Geodetic Survey in February 1996..
 BN0612
 BN0612.The orthometric height was scaled from a topographic map.
 BN0612
 BN0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0612
 BN0612.The geoid height was determined by GEOID03.
 BN0612
 BN0612;                    North         East     Units Scale Factor Converg.
 BN0612;SPC TX C     - 3,072,809.054   915,148.152   MT  0.99995528   +1 09 07.7
 BN0612;SPC TX C     -10,081,374.37  3,002,448.56   sFT  0.99995528   +1 09 07.7
 BN0612;SPC TXSC     - 4,274,156.545   686,917.392   MT  1.00000602   +0 26 33.7
 BN0612;SPC TXSC     -14,022,795.26  2,253,661.48   sFT  1.00000602   +0 26 33.7
 BN0612;UTM  14      - 3,352,810.490   586,884.748   MT  0.99969313   +0 27 21.5
 BN0612
 BN0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0612!SPC TX C     -   0.99993604  x   0.99995528  =   0.99989132
 BN0612!SPC TXSC     -   0.99993604  x   1.00000602  =   0.99994206
 BN0612!UTM  14      -   0.99993604  x   0.99969313  =   0.99962919
 BN0612
 BN0612|---------------------------------------------------------------------|
 BN0612| PID    Reference Object                     Distance      Geod. Az  |
 BN0612|                                                           dddmmss.s |
 BN0612| BN0611 SHINGLE                               5.555 METERS 14638     |
 BN0612| CV6317 SHINGLE HILL RM                       9.027 METERS 29807     |
 BN0612| BN0614 SHOVEL                              APPROX.21.2 KM 3162004.4 |
 BN0612|---------------------------------------------------------------------|
 BN0612
 BN0612                          SUPERSEDED SURVEY CONTROL
 BN0612
 BN0612  NAD 83(1986)-  30 18 14.18521(N)    098 05 47.03785(W) AD(       ) 2
 BN0612  NAD 27      -  30 18 13.45600(N)    098 05 45.99100(W) AD(       ) 2
 BN0612
 BN0612.Superseded values are not recommended for survey control.
 BN0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0612.See file dsdata.txt to determine how the superseded data were derived.
 BN0612
 BN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8688552810(NAD 83)
 BN0612_MARKER: X = CHISELED CROSS
 BN0612_SETTING: 80 = SET IN A BOULDER
 BN0612_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BN0612
 BN0612  HISTORY     - Date     Condition        Report By
 BN0612  HISTORY     - 1903     MONUMENTED       CGS
 BN0612  HISTORY     - 1935     GOOD             CGS
 BN0612  HISTORY     - 1956     GOOD             CGS
 BN0612
 BN0612                          STATION DESCRIPTION
 BN0612
 BN0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (WHB)
 BN0612'STATION IS 5.548 METERS (18.20 FEET) N 33 DEG 11 MIN W
 BN0612'FROM STATION SHINGLE.
 BN0612'
 BN0612'MARKED BY CROSS AND LETTERS U.S.G.S. CUT ON LARGE FLAT ROCK.
 BN0612
 BN0612                          STATION RECOVERY (1935)
 BN0612
 BN0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BN0612'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.  IT IS LOCATED
 BN0612'AS DESCRIBED, AND IS ABOUT 6 PACES NW OF STATION SHINGLE.
 BN0612
 BN0612                          STATION RECOVERY (1956)
 BN0612
 BN0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0612'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 BN0612'TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0610 ***********************************************************************
 BN0610  DESIGNATION -  SHINGLE HILL MICROWAVE MAST
 BN0610  PID         -  BN0610
 BN0610  STATE/COUNTY-  TX/TRAVIS
 BN0610  USGS QUAD   -  SHINGLE HILLS (1986)
 BN0610
 BN0610                         *CURRENT SURVEY CONTROL
 BN0610  ___________________________________________________________________
 BN0610* NAD 83(1993)-  30 18 13.53338(N)    098 05 46.73533(W)     ADJUSTED  
 BN0610* NAVD 88     -                                                        
 BN0610  ___________________________________________________________________
 BN0610  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 BN0610  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 BN0610
 BN0610  HORZ ORDER  -  THIRD
 BN0610
 BN0610.The horizontal coordinates were established by classical geodetic methods
 BN0610.and adjusted by the National Geodetic Survey in February 1996..
 BN0610
 BN0610
 BN0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0610
 BN0610.The geoid height was determined by GEOID03.
 BN0610
 BN0610;                    North         East     Units Scale Factor Converg.
 BN0610;SPC TX C     - 3,072,789.572   915,157.053   MT  0.99995532   +1 09 07.9
 BN0610;SPC TX C     -10,081,310.45  3,002,477.76   sFT  0.99995532   +1 09 07.9
 BN0610;SPC TXSC     - 4,274,136.953   686,926.052   MT  1.00000596   +0 26 33.8
 BN0610;SPC TXSC     -14,022,730.99  2,253,689.89   sFT  1.00000596   +0 26 33.8
 BN0610;UTM  14      - 3,352,790.906   586,893.410   MT  0.99969315   +0 27 21.6
 BN0610
 BN0610                          SUPERSEDED SURVEY CONTROL
 BN0610
 BN0610  NAD 83(1986)-  30 18 13.54660(N)    098 05 46.72004(W) AD(       ) 4
 BN0610  NAD 27      -  30 18 12.81700(N)    098 05 45.67300(W) AD(       ) 3
 BN0610
 BN0610.Superseded values are not recommended for survey control.
 BN0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0610.See file dsdata.txt to determine how the superseded data were derived.
 BN0610
 BN0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8689352791(NAD 83)
 BN0610_MARKER: 42 = RADIO/TV MAST
 BN0610
 BN0610  HISTORY     - Date     Condition        Report By
 BN0610  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0610
 BN0610                          STATION DESCRIPTION
 BN0610
 BN0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0610'THE STATION IS LOCATED ON THE SUMMIT OF SHINGLE HILL, AND
 BN0610'7 MILES NORTH OF DRIPPING SPRINGS.  THE MAST IS RED AND WHITE
 BN0610'IN COLOR, 200 FEET HIGH, AND IS A THREE-LEGGED STEEL MAST.
 BN0610'IT IS OWNED BY THE HUMBLE PIPELINE CO., OF HOUSTON, TEXAS.
 BN0610'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION
 BN0610'SHINGLE 1903, AND THE DISTANCES WAS FOUND TO BE 52.41 FEET
 BN0610'(15.974 METERS) SOUTHEAST OF THE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1387 ***********************************************************************
 DM1387  DESIGNATION -  SHIRLEY
 DM1387  PID         -  DM1387
 DM1387  STATE/COUNTY-  TX/HOPKINS
 DM1387  USGS QUAD   -  TIRA (1964)
 DM1387
 DM1387                         *CURRENT SURVEY CONTROL
 DM1387  ___________________________________________________________________
 DM1387* NAD 83(1993)-  33 16 25.43177(N)    095 32 02.37323(W)     ADJUSTED  
 DM1387* NAVD 88     -       159.60   (+/-2cm)     523.6    (feet)  VERTCON   
 DM1387  ___________________________________________________________________
 DM1387  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DM1387  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DM1387
 DM1387  HORZ ORDER  -  FIRST
 DM1387  VERT ORDER  -  THIRD ? (See Below)
 DM1387
 DM1387.The horizontal coordinates were established by classical geodetic methods
 DM1387.and adjusted by the National Geodetic Survey in February 1996..
 DM1387
 DM1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1387.The vertical order pertains to the NGVD 29 superseded value.
 DM1387
 DM1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1387
 DM1387.The geoid height was determined by GEOID03.
 DM1387
 DM1387;                    North         East     Units Scale Factor Converg.
 DM1387;SPC TXNC     - 2,182,107.784   876,254.015   MT  0.99988011   +1 37 03.5
 DM1387;SPC TXNC     - 7,159,131.95  2,874,843.38   sFT  0.99988011   +1 37 03.5
 DM1387;UTM  15      - 3,684,497.941   263,987.769   MT  1.00028681   -1 23 27.2
 DM1387
 DM1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1387!SPC TXNC     -   0.99997908  x   0.99988011  =   0.99985919
 DM1387!UTM  15      -   0.99997908  x   1.00028681  =   1.00026588
 DM1387
 DM1387:                Primary Azimuth Mark                     Grid Az
 DM1387:SPC TXNC     -  SHIRLEY AZ MK                            178 58 41.7
 DM1387:UTM  15      -  SHIRLEY AZ MK                            181 59 12.4
 DM1387
 DM1387|---------------------------------------------------------------------|
 DM1387| PID    Reference Object                     Distance      Geod. Az  |
 DM1387|                                                           dddmmss.s |
 DM1387| CY2276 SHIRLEY AZ MK                                      1803545.2 |
 DM1387| DM1392 SULPHUR SPRINGS HOP CTHSE TWR       APPROX.16.2 KM 2023052.6 |
 DM1387| DM1393 SULPHUR SPRINGS MUNICIPAL TK        APPROX.16.5 KM 2031331.1 |
 DM1387| CY2277 SHIRLEY RM 1                         25.165 METERS 22230     |
 DM1387| DM1390 COOPER MUNICIPAL TANK               APPROX.18.3 KM 3075550.9 |
 DM1387| CY2278 SHIRLEY RM 2                         23.442 METERS 31242     |
 DM1387|---------------------------------------------------------------------|
 DM1387
 DM1387                          SUPERSEDED SURVEY CONTROL
 DM1387
 DM1387  NAD 83(1993)-  33 16 25.43435(N)    095 32 02.36989(W) AD(       ) 1
 DM1387  NAD 83(1986)-  33 16 25.43809(N)    095 32 02.36046(W) AD(       ) 1
 DM1387  NAD 27      -  33 16 25.03500(N)    095 32 01.52700(W) AD(       ) 1
 DM1387  NGVD 29 (07/19/86)  159.59   (m)          523.6    (f) LEVELING    3  
 DM1387
 DM1387.Superseded values are not recommended for survey control.
 DM1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1387.See file dsdata.txt to determine how the superseded data were derived.
 DM1387
 DM1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6398884498(NAD 83)
 DM1387_MARKER: DS = TRIANGULATION STATION DISK
 DM1387_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DM1387_PROJECTION: FLUSH
 DM1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1387
 DM1387  HISTORY     - Date     Condition        Report By
 DM1387  HISTORY     - 1935     MONUMENTED       CGS
 DM1387  HISTORY     - 1937     GOOD             TXHD
 DM1387  HISTORY     - 1951     GOOD             CGS
 DM1387  HISTORY     - 1954     GOOD             CGS
 DM1387  HISTORY     - 1957     GOOD             CGS
 DM1387  HISTORY     - 1962     GOOD             USGS
 DM1387  HISTORY     - 1962     GOOD             USGS
 DM1387
 DM1387                          STATION DESCRIPTION
 DM1387
 DM1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1387'THIS STATION IS ABOUT 2 MILES E OF BIRTHRIGHT.  10 MILES NNE OF
 DM1387'SULPHUR SPRINGS, IN THE FARM YARD OF MR. A.C. SHIRLEYS FARM.  THE
 DM1387'MARK IS 100 YARDS S OF AN E-W ROAD.  82 FEET E OF A N-S ROAD.
 DM1387'20 FEET S OF THE FARM DRIVEWAY.  137 FEET WSW OF THE SW CORNER
 DM1387'OF THE LARGE OUTSIDE BRICK CHIMNEY ON THE W SIDE OF THE
 DM1387'FARMHOUSE.  AND IS SET FLUSH.
 DM1387'
 DM1387'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1387'BRONZE DISKS SET IN CONCRETE.
 DM1387'
 DM1387'REFERENCE MARK NO. 1 IS SW OF THE STATION.  1 FOOT E OF THE E
 DM1387'RIGHT-OF-WAY FENCE OF THE N-S ROAD.  60 FEET S OF THE NW CORNER
 DM1387'OF THE FIELD IN WHICH IT IS LOCATED.  AND PROJECTS 4 INCHES.
 DM1387'
 DM1387'REFERENCE MARK NO. 2 IS NW OF THE STATION.  1 FOOT E OF THE E
 DM1387'RIGHT-OF-WAY FENCE.  6 FEET S OF THE RANGE OF THE S SIDE OF THE
 DM1387'HOUSE.  AND PROJECTS 3 INCHES.
 DM1387'
 DM1387'THE AZIMUTH MARK IS S OF THE STATION.  1/2 FOOT E OF THE E
 DM1387'RIGHT-OF-WAY FENCE OF THE N-S ROAD, 60 FEET N OF AN E-W ROAD.
 DM1387'AND PROJECTS 4 INCHES.
 DM1387'
 DM1387'TO REACH FROM THE POST OFFICE IN BIRTHRIGHT, A SMALL HAMLET
 DM1387'9-1/2 MILES N AND 0.8 MILE E OF SULPHUR SPRINGS, GO E 2.1 MILES,
 DM1387'TURN S AND GO 100 YARDS TO THE STATION.
 DM1387'
 DM1387'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 DM1387
 DM1387                          STATION RECOVERY (1937)
 DM1387
 DM1387'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1387'STATION DESCRIPTION SATISFACTORY.
 DM1387'
 DM1387'REFERENCE MARK NO. 2 RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DM1387'
 DM1387'DID NOT RECOVER OTHER MARKS.
 DM1387
 DM1387                          STATION RECOVERY (1951)
 DM1387
 DM1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1387'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 DM1387'BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE
 DM1387'TO THE REFERENCE MARKS AND IN THE DIRECTION TO THE REFERENCE MARKS
 DM1387'AND AZIMUTH MARK.  THERE IS A POSSIBILITY THAT THE AZIMUTH HAS
 DM1387'BEEN MOVED BY GRADER OPERATIONS.  TWO OBSERVATIONS WERE TAKEN ON
 DM1387'THE MARKS AND THE RESULTS MEANED.
 DM1387'
 DM1387'1951 OBSERVATIONS TAKEN FROM A 64 FOOT TOWER.
 DM1387
 DM1387                          STATION RECOVERY (1954)
 DM1387
 DM1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 DM1387'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 DM1387'ADEQUATE.  NOTE--STATION AND AZIMUTH MARK ARE NOT INTERVISIBLE.
 DM1387'A HOUSE HAS BEEN BUILT IN THE LINE OF SIGHT.
 DM1387
 DM1387                          STATION RECOVERY (1957)
 DM1387
 DM1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1387'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE
 DM1387'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1387'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1387
 DM1387                          STATION RECOVERY (1962)
 DM1387
 DM1387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM1387'RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 DM1387
 DM1387                          STATION RECOVERY (1962)
 DM1387
 DM1387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM1387'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33095-3, STATION 1021.
 DM1387'RECOVERY BY USGS, 1962--RECOVERED AS DESCRIBED AND ALL MARKS ARE IN
 DM1387'GOOD CONDITION.
 DM1387'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2286 ***********************************************************************
 BL2286  DESIGNATION -  SHIRO MUNICIPAL TANK
 BL2286  PID         -  BL2286
 BL2286  STATE/COUNTY-  TX/GRIMES
 BL2286  USGS QUAD   -  ROANS PRAIRIE (1962)
 BL2286
 BL2286                         *CURRENT SURVEY CONTROL
 BL2286  ___________________________________________________________________
 BL2286* NAD 83(1993)-  30 36 50.16673(N)    095 53 14.55773(W)     ADJUSTED  
 BL2286* NAVD 88     -                                                        
 BL2286  ___________________________________________________________________
 BL2286  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BL2286  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BL2286
 BL2286  HORZ ORDER  -  THIRD
 BL2286
 BL2286.The horizontal coordinates were established by classical geodetic methods
 BL2286.and adjusted by the National Geodetic Survey in February 1996..
 BL2286
 BL2286
 BL2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2286
 BL2286.The geoid height was determined by GEOID03.
 BL2286
 BL2286;                    North         East     Units Scale Factor Converg.
 BL2286;SPC TX C     - 3,113,526.963 1,126,154.531   MT  0.99990446   +2 17 23.7
 BL2286;SPC TX C     -10,214,963.04  3,694,725.32   sFT  0.99990446   +2 17 23.7
 BL2286;UTM  15      - 3,390,371.319   223,192.441   MT  1.00054534   -1 28 16.8
 BL2286
 BL2286                          SUPERSEDED SURVEY CONTROL
 BL2286
 BL2286  NAD 83(1986)-  30 36 50.17987(N)    095 53 14.54024(W) AD(       ) 4
 BL2286  NAD 27      -  30 36 49.46800(N)    095 53 13.71600(W) AD(       ) 3
 BL2286
 BL2286.Superseded values are not recommended for survey control.
 BL2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2286.See file dsdata.txt to determine how the superseded data were derived.
 BL2286
 BL2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2319290371(NAD 83)
 BL2286_MARKER: 53 = ELEVATED TANK
 BL2286
 BL2286  HISTORY     - Date     Condition        Report By
 BL2286  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2286  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL2286
 BL2286                          STATION DESCRIPTION
 BL2286
 BL2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2286'THIS STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF SHIRO,
 BL2286'TEXAS.  IT IS ABOUT 120 FEET W OF THE CENTER LINE OF THE
 BL2286'MAIN STREET (STATE HIGHWAY 45), AND ABOUT 230 FEET N OF THE
 BL2286'N RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 BL2286'IN A SMALL LOT NEAR A FILLING STATION.  THE TANK WAS ERECTED
 BL2286'IN 1925 AND IS NOT ESPECIALLY PROMINENT.
 BL2286'
 BL2286'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 60 FEET HIGH.  THE
 BL2286'OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL
 BL2286'SECTION IS ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL
 BL2286'AROUND ITS BASE.  THE FLAT CONICAL ROOF HAS A BALL AT ITS
 BL2286'APEX.  THE ENTIRE TANK IS SILVER IN COLOR.  THE TOTAL HEIGHT
 BL2286'IS ABOUT 95 FEET.  THIS IS AN INTERSECTION STATION.
 BL2286
 BL2286                          STATION RECOVERY (1994)
 BL2286
 BL2286'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2288 ***********************************************************************
 BL2288  DESIGNATION -  SHIRO SINCLAIR PLINE MW MAST
 BL2288  PID         -  BL2288
 BL2288  STATE/COUNTY-  TX/GRIMES
 BL2288  USGS QUAD   -  ROANS PRAIRIE (1962)
 BL2288
 BL2288                         *CURRENT SURVEY CONTROL
 BL2288  ___________________________________________________________________
 BL2288* NAD 83(1993)-  30 35 59.93742(N)    095 54 19.69069(W)     ADJUSTED  
 BL2288* NAVD 88     -                                                        
 BL2288  ___________________________________________________________________
 BL2288  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 BL2288  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BL2288
 BL2288  HORZ ORDER  -  THIRD
 BL2288
 BL2288.The horizontal coordinates were established by classical geodetic methods
 BL2288.and adjusted by the National Geodetic Survey in February 1996..
 BL2288
 BL2288
 BL2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2288
 BL2288.The geoid height was determined by GEOID03.
 BL2288
 BL2288;                    North         East     Units Scale Factor Converg.
 BL2288;SPC TX C     - 3,111,912.343 1,124,482.792   MT  0.99990613   +2 16 50.2
 BL2288;SPC TX C     -10,209,665.75  3,689,240.63   sFT  0.99990613   +2 16 50.2
 BL2288;UTM  15      - 3,388,868.861   221,417.248   MT  1.00055751   -1 28 47.8
 BL2288
 BL2288                          SUPERSEDED SURVEY CONTROL
 BL2288
 BL2288  NAD 83(1986)-  30 35 59.95078(N)    095 54 19.67343(W) AD(       ) 4
 BL2288  NAD 27      -  30 35 59.23859(N)    095 54 18.84634(W) AD(       ) 3
 BL2288
 BL2288.Superseded values are not recommended for survey control.
 BL2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2288.See file dsdata.txt to determine how the superseded data were derived.
 BL2288
 BL2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2141788869(NAD 83)
 BL2288_MARKER: 44 = MICROWAVE MAST
 BL2288
 BL2288  HISTORY     - Date     Condition        Report By
 BL2288  HISTORY     - 1967     FIRST OBSERVED   CGS
 BL2288  HISTORY     - 19940820 GOOD             USPSQD
 BL2288  HISTORY     - 19991102 GOOD             USPSQD
 BL2288
 BL2288                          STATION DESCRIPTION
 BL2288
 BL2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2288'THE RED LIGHT AT THE TOP OF SINCLAIR PIPELINE OIL COMPANY
 BL2288'MICROWAVE MAST.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR
 BL2288'IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE,
 BL2288'THREE LARGE RECTANGULAR SHAPED SCREENS NEAR THE TOP AND IS
 BL2288'ABOUT 200 FEET TALL.  IT IS LOCATED ABOUT 1.2 MILES WEST OF
 BL2288'SHIRO AND 0.25 MILE SOUTH OF STATE HIGHWAY 30.
 BL2288
 BL2288                          STATION RECOVERY (1994)
 BL2288
 BL2288'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2288'RECOVERED IN GOOD CONDITION.
 BL2288
 BL2288                          STATION RECOVERY (1999)
 BL2288
 BL2288'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7301 ***********************************************************************
 AC7301  DESIGNATION -  SHIVE
 AC7301  PID         -  AC7301
 AC7301  STATE/COUNTY-  TX/HAMILTON
 AC7301  USGS QUAD   -  PECAN WELLS (1979)
 AC7301
 AC7301                         *CURRENT SURVEY CONTROL
 AC7301  ___________________________________________________________________
 AC7301* NAD 83(1993)-  31 35 49.62066(N)    098 16 59.67341(W)     ADJUSTED  
 AC7301* NAVD 88     -       476.2    (meters)    1562.     (feet)  VERTCON   
 AC7301  ___________________________________________________________________
 AC7301  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 AC7301  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AC7301
 AC7301  HORZ ORDER  -  THIRD
 AC7301
 AC7301.The horizontal coordinates were established by classical geodetic methods
 AC7301.and adjusted by the National Geodetic Survey in March 1997..
 AC7301
 AC7301.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7301
 AC7301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7301
 AC7301.The geoid height was determined by GEOID03.
 AC7301
 AC7301;                    North         East     Units Scale Factor Converg.
 AC7301;SPC TX C     - 3,215,797.699   894,538.249   MT  0.99993564   +1 03 21.3
 AC7301;SPC TX C     -10,550,496.28  2,934,830.91   sFT  0.99993564   +1 03 21.3
 AC7301;UTM  14      - 3,496,003.399   567,996.731   MT  0.99965702   +0 22 32.0
 AC7301
 AC7301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7301!SPC TX C     -   0.99992937  x   0.99993564  =   0.99986501
 AC7301!UTM  14      -   0.99992937  x   0.99965702  =   0.99958641
 AC7301
 AC7301                          SUPERSEDED SURVEY CONTROL
 AC7301
 AC7301  NGVD 29 (03/17/97)  476.1    (m)         1562.     (f) VERT ANG       
 AC7301
 AC7301.Superseded values are not recommended for survey control.
 AC7301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7301.See file dsdata.txt to determine how the superseded data were derived.
 AC7301
 AC7301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV6799796003(NAD 83)
 AC7301_MARKER: DS = TRIANGULATION STATION DISK
 AC7301
 AC7301  HISTORY     - Date     Condition        Report By
 AC7301  HISTORY     - 1955     MONUMENTED       USGS
 AC7301
 AC7301                          STATION DESCRIPTION
 AC7301
 AC7301'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7301'STATION IS LOCATED ABOUT 3.0 MI. (AIRLINE) SW. OF SHIVE AND ABOUT 6.0
 AC7301'MI. (AIRLINE) SE. OF POTTSVILLE ON LAND OWNED BY MR. BRADBERRY AND MR.
 AC7301'TARTER.
 AC7301'TO REACH FROM THE POST OFFICE IN HAMILTON, GO S. ON U.S. HIGHWAY 281
 AC7301'FOR 7.5 MI. TO FARM ROAD 221, TURN RIGHT (W.) ON FARM ROAD AND GO 4.9
 AC7301'MI. TO SHIVE, CONTINUE ON W. ALONG 221 FOR 1.0 MI. TO RD. S., TURN
 AC7301'LEFT (S.) AND GO 2.0 MI. TO T-RD. W., TURN RIGHT (W.) AND GO 1.1 MI.
 AC7301'TO RANCH HOUSE, GO NW. (PASS THROUGH WIRE GATE) ON TRACK RD. FOR 0.2
 AC7301'MI. TO FIELD CORNER AT DOUBLE WINDMILLS, GO THROUGH WOODEN GATE,
 AC7301'FOLLOW FIELD RD. ALONG FENCE LINE FOR 0.2 MI. TO STATION SITE. STATION
 AC7301'IS ABOUT 40 FT. N. OF FENCE LINE.  A 20 FT. TOWER WAS USED TO CLEAR
 AC7301'ALL LINES.
 AC7301'STATION MARK--A STANDARD TRIANGULATION TABLET STAMPED---SHIVE 1955---,
 AC7301'SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 AC7301'REFERENCE MARK NO. 1--A COPPERWELD ROD STAMPED---RM NO 1---,
 AC7301'PROJECTING ABOUT 0.5 FT. ABOVE GROUND IN FENCE LINE, 67.35 FT. FROM
 AC7301'STATION MARK 300 DEGREES 05 MINUTES, NW.
 AC7301'REFERENCE MARK NO. 2--A COPPERWELD ROD STAMPED---RM NO 2---,
 AC7301'PROJECTING ABOUT 0.5 FT. ABOVE GROUND IN FENCE LINE, 85.51 FT. FROM
 AC7301'STATION MARK 69 DEGREES 01 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0634 ***********************************************************************
 EO0634  DESIGNATION -  SHOE
 EO0634  PID         -  EO0634
 EO0634  STATE/COUNTY-  TX/BAILEY
 EO0634  USGS QUAD   -  MULESHOE (1980)
 EO0634
 EO0634                         *CURRENT SURVEY CONTROL
 EO0634  ___________________________________________________________________
 EO0634* NAD 83(1993)-  34 13 38.85162(N)    102 43 25.85095(W)     ADJUSTED  
 EO0634* NAVD 88     -      1191.3    (meters)    3908.     (feet)  VERTCON   
 EO0634  ___________________________________________________________________
 EO0634  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 EO0634  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 EO0634
 EO0634  HORZ ORDER  -  FIRST
 EO0634
 EO0634.The horizontal coordinates were established by classical geodetic methods
 EO0634.and adjusted by the National Geodetic Survey in February 1996..
 EO0634
 EO0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0634
 EO0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0634
 EO0634.The geoid height was determined by GEOID03.
 EO0634
 EO0634;                    North         East     Units Scale Factor Converg.
 EO0634;SPC TXNC     - 2,291,812.141   210,896.399   MT  1.00008318   -2 18 13.2
 EO0634;SPC TXNC     - 7,519,053.67    691,915.94   sFT  1.00008318   -2 18 13.2
 EO0634;UTM  13      - 3,789,719.773   709,656.251   MT  1.00014186   +1 16 50.7
 EO0634
 EO0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0634!SPC TXNC     -   0.99981684  x   1.00008318  =   0.99990001
 EO0634!UTM  13      -   0.99981684  x   1.00014186  =   0.99995868
 EO0634
 EO0634|---------------------------------------------------------------------|
 EO0634| PID    Reference Object                     Distance      Geod. Az  |
 EO0634|                                                           dddmmss.s |
 EO0634| EO0141 Y 69                                151.323 METERS 13804     |
 EO0634| EO0632 MULESHOE BAILEY ELEC MAST           APPROX. 0.9 KM 1605628.6 |
 EO0634| EO0633 MULESHOE S MUNICIPAL TANK           APPROX. 0.8 KM 1692742.5 |
 EO0634| EO0637 MULESHOE HWY DEPT MAST              APPROX. 3.0 KM 2951806.5 |
 EO0634| EO0657 FAREWELL MUNICIPAL TANK             APPROX.33.8 KM 3004033.1 |
 EO0634| EO0658 TEXICO MUNICIPAL TANK               APPROX.34.8 KM 3012705.6 |
 EO0634| CJ8476 SHOE RM 1 AZIMUTH                                  3034759.0 |
 EO0634|---------------------------------------------------------------------|
 EO0634
 EO0634                          SUPERSEDED SURVEY CONTROL
 EO0634
 EO0634  NAD 83(1993)-  34 13 38.85277(N)    102 43 25.84942(W) AD(       ) 1
 EO0634  NAD 83(1986)-  34 13 38.86109(N)    102 43 25.84432(W) AD(       ) 1
 EO0634  NAD 27      -  34 13 38.57881(N)    102 43 24.06566(W) AD(       ) 1
 EO0634  NGVD 29 (07/19/86) 1190.7    (m)         3906.     (f) VERT ANG       
 EO0634
 EO0634.Superseded values are not recommended for survey control.
 EO0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0634.See file dsdata.txt to determine how the superseded data were derived.
 EO0634
 EO0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT0965689720(NAD 83)
 EO0634_MARKER: DS = TRIANGULATION STATION DISK
 EO0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0634
 EO0634  HISTORY     - Date     Condition        Report By
 EO0634  HISTORY     - 1975     MONUMENTED       NGS
 EO0634
 EO0634                          STATION DESCRIPTION
 EO0634
 EO0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0634'THE STATION IS ABOUT 0.1 MILE NORTH OF THE JUNCTION OF
 EO0634'U.S. HIGHWAY 70, 84 AND STATE HIGHWAY 214 IN MULESHOE, ATOP THE
 EO0634'SOUTHEAST GRAIN BIN OF THE SOUTHEAST FARMERS CO-OP GRAIN ELEVATOR.
 EO0634'
 EO0634'TO REACH REFERENCE MARK 1 FROM THE GRAIN ELEVATOR GO SOUTHWEST
 EO0634'ON FIRST STREET, U.S. HIGHWAY 70 AND STATE HIGHWAY 214, FOR 0.1 MILE
 EO0634'TO THE JUNCTION OF AMERICAN STREET, U.S. HIGHWAY 84.  TURN RIGHT
 EO0634'AND NORTHWEST ON AMERICAN STREET, U.S. HIGHWAY 70, 84, FOR 0.6
 EO0634'MILE TO THE JUNCTION OF WEST ITHACA STREET.  TURN RIGHT AND GO
 EO0634'NORTH FOR 0.05 MILE TO A RAILROAD CROSSING AND THE MARK ON THE
 EO0634'RIGHT.
 EO0634'
 EO0634'THE STATION MARK IS A STANDARD DISK, STAMPED SHOE 1974, SET IN
 EO0634'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 11
 EO0634'INCHES ABOVE THE ROOF.  THE MARK IS BONDED TO THE ROOF OF THE
 EO0634'GRAIN BIN.  IT IS 10.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EO0634'OF THE ELEVATOR SHAFT, 7 FEET NORTHWEST OF A EAST GUARD RAILING,
 EO0634'5.5 FEET NORTH OF THE SOUTHEAST CORNER OF A GUARD RAILING AND
 EO0634'5.5 FEET NORTHEAST OF THE SOUTH GUARD RAILING.
 EO0634'
 EO0634'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AZ SHOE NO 1 1974,
 EO0634'SET IN A DRILL HOLE IN A CONCRETE STREET DRAIN THAT IS FLUSH
 EO0634'WITH THE DRAIN.  IT IS 23 FEET SOUTHEAST OF THE CENTER OF ITHACA
 EO0634'STREET, 6.8 FEET NORTH OF A METAL WITNESS POST AND 5.4 FEET
 EO0634'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS.  THIS MARK WILL
 EO0634'SERVE AS THE AZIMUTH MARK.
 EO0634'
 EO0634'BENCH MARK Y 69 RESET 1944 IS A STANDARD DISK, STAMPED Y 69
 EO0634'RESET 1944, CEMENTED IN A DRILL HOLE IN A CONCRETE DRAIN THAT
 EO0634'IS FLUSH.  IT IS 103 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EO0634'THE RAILROAD DEPOT, 57 FEET SOUTH OF COMMUNICATION LINE POLE 7
 EO0634'J AND 8.5 FEET NORTH OF THE WEST RAIL OF THE RAILROAD TRACKS.  IT
 EO0634'IS LOCATED 0.1 MILE SOUTHEAST OF THE GRAIN ELEVATOR BETWEEN THE
 EO0634'MAIN RAILROAD TRACKS.
 EO0634'
 EO0634'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0692 ***********************************************************************
 DQ0692  DESIGNATION -  SHOFNER
 DQ0692  PID         -  DQ0692
 DQ0692  STATE/COUNTY-  TX/HOCKLEY
 DQ0692  USGS QUAD   -  WHITHARRAL (1964)
 DQ0692
 DQ0692                         *CURRENT SURVEY CONTROL
 DQ0692  ___________________________________________________________________
 DQ0692* NAD 83(1993)-  33 37 57.75112(N)    102 20 51.28701(W)     ADJUSTED  
 DQ0692* NAVD 88     -      1080.6    (meters)    3545.     (feet)  VERTCON   
 DQ0692  ___________________________________________________________________
 DQ0692  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 DQ0692  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 DQ0692
 DQ0692  HORZ ORDER  -  SECOND
 DQ0692
 DQ0692.The horizontal coordinates were established by classical geodetic methods
 DQ0692.and adjusted by the National Geodetic Survey in February 1996..
 DQ0692
 DQ0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0692
 DQ0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0692
 DQ0692.The geoid height was determined by GEOID03.
 DQ0692
 DQ0692;                    North         East     Units Scale Factor Converg.
 DQ0692;SPC TXNC     - 2,224,554.791   243,126.574   MT  0.99992392   -2 05 54.4
 DQ0692;SPC TXNC     - 7,298,393.51    797,657.77   sFT  0.99992392   -2 05 54.4
 DQ0692;UTM  13      - 3,724,588.153   746,028.678   MT  1.00034630   +1 28 11.4
 DQ0692
 DQ0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0692!SPC TXNC     -   0.99983415  x   0.99992392  =   0.99975808
 DQ0692!UTM  13      -   0.99983415  x   1.00034630  =   1.00018039
 DQ0692
 DQ0692|---------------------------------------------------------------------|
 DQ0692| PID    Reference Object                     Distance      Geod. Az  |
 DQ0692|                                                           dddmmss.s |
 DQ0692| CJ8478 SHOFNER RM 1                        189.955 METERS 14324     |
 DQ0692| CJ8479 SHOFNER RM 2                        180.058 METERS 22000     |
 DQ0692| CJ8477 SHOFNER AZ MK                                      2753510.6 |
 DQ0692|---------------------------------------------------------------------|
 DQ0692
 DQ0692                          SUPERSEDED SURVEY CONTROL
 DQ0692
 DQ0692  NAD 83(1986)-  33 37 57.75890(N)    102 20 51.28178(W) AD(       ) 2
 DQ0692  NAD 27      -  33 37 57.41600(N)    102 20 49.64600(W) AD(       ) 2
 DQ0692  NGVD 29 (07/19/86) 1080.2    (m)         3544.     (f) VERT ANG       
 DQ0692
 DQ0692.Superseded values are not recommended for survey control.
 DQ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0692.See file dsdata.txt to determine how the superseded data were derived.
 DQ0692
 DQ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4602924588(NAD 83)
 DQ0692_MARKER: DS = TRIANGULATION STATION DISK
 DQ0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0692
 DQ0692  HISTORY     - Date     Condition        Report By
 DQ0692  HISTORY     - 1935     MONUMENTED       CGS
 DQ0692  HISTORY     - 1938     GOOD             TXHD
 DQ0692  HISTORY     - 1949     GOOD             CGS
 DQ0692  HISTORY     - 1956     POOR             USGS
 DQ0692  HISTORY     - 1961     GOOD             USGS
 DQ0692  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 DQ0692
 DQ0692                          STATION DESCRIPTION
 DQ0692
 DQ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0692'STATION IS 3-1/2 MILES AIRLINE NNE OF LEVELLAND, ON HIGH
 DQ0692'SANDY GROUND, 0.3 MILE E OF J.P SHOFNER FARM BUILDINGS, 150
 DQ0692'YARDS N OF ROAD T-INTERSECTION, 10 FEET W OF DIM ROAD, AND
 DQ0692'1.0 MILE E OF LEVELLAND-WHITHARRAL ROAD.  STATION MARK
 DQ0692'PROJECTS 4 INCHES.
 DQ0692'
 DQ0692'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0692'BRONZE DISKS SET IN CONCRETE.
 DQ0692'
 DQ0692'REFERENCE MARK NO. 1 IS SE OF STATION, 0.1 MILE E OF ROAD
 DQ0692'INTERSECTION, 18 FEET S OF CENTER OF ROAD, 1/2 FOOT N OF
 DQ0692'FENCE, AND PROJECTS 4 INCHES.
 DQ0692'
 DQ0692'REFERENCE MARK NO. 2 IS SW OF STATION, 0.1 MILE W OF ROAD
 DQ0692'INTERSECTION, 20 FEET N OF CENTER OF ROAD, AND PROJECTS
 DQ0692'4 INCHES.
 DQ0692'
 DQ0692'AZIMUTH MARK IS W OF STATION, 0.2 MILE N OF ROAD INTERSECTION,
 DQ0692'40 FEET E OF ROAD, IN FENCE LINE, AND PROJECTS 3 INCHES.
 DQ0692'
 DQ0692'STATION IS REACHED FROM LEVELLAND BY DRIVING E ON MAIN STREET
 DQ0692'0.5 MILE FROM THE COURTHOUSE SQUARE.  TURN LEFT NORTHERLY
 DQ0692'AND DRIVE 3.2 MILES PASSING OVER A 50-YARD JOG AT 1.0 MILE,
 DQ0692'TURN RIGHT EASTERLY AND DRIVE 1.1 MILES, TURN LEFT NORTHERLY
 DQ0692'0.1 MILE TO STATION.
 DQ0692'
 DQ0692'NO MAIN STATIONS ARE VISIBLE FROM GROUND.  A 50-FOOT TOWER
 DQ0692'WAS USED.
 DQ0692
 DQ0692                          STATION RECOVERY (1938)
 DQ0692
 DQ0692'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0692'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0692'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0692
 DQ0692                          STATION RECOVERY (1949)
 DQ0692
 DQ0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DQ0692'ORIGINAL STATEMENT OF HOW TO REACH STATION IS SATISFACTORY.
 DQ0692'
 DQ0692'STATION AND REFERENCE MRK 2 RECOVERED IN GOOD CONDITION.
 DQ0692'REFERENCE MARK 1 HAS BEEN PLOWED UP AND IS NOW LYING AT THE
 DQ0692'EDGE OF THE FIELD NEAR ORIGINAL POSITION.
 DQ0692
 DQ0692                          STATION RECOVERY (1956)
 DQ0692
 DQ0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DQ0692'THE STATION MONUMENT AND REFERENCE MARK NO. 2 MONUMENT ARE
 DQ0692'CUT OUT OF GROUND AND ARE NOW IN A FARM YARD LOCATED 0.3
 DQ0692'MI. WEST OF STATION SITE.  LOCAL RESIDENTS REPORT THAT COUNTY
 DQ0692'ROAD MAINTENANCE CREWS DESTROYED THESE MONUMENTS IN ROAD
 DQ0692'GRADING OPERATIONS.  IT WAS ALSO REPORTED THAT A MONUMENT
 DQ0692'SE OF THE STATION SITE (R.M. NO. 1) HAS BEEN DESTROYED.  NO
 DQ0692'PHYSICAL EVIDENCE OF THIS MONUMENT IS NOW APPARENT.  THE
 DQ0692'AZIMUTH MARK WAS NOT FOUND.
 DQ0692
 DQ0692                          STATION RECOVERY (1961)
 DQ0692
 DQ0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DQ0692'SNOFNER TRIANGULATION STATION REPORTED AS GRADED UP WHEN
 DQ0692'ROAD WAS BUILT AND IS NOW BY THE BARN OF LAND OWNER.  I DID
 DQ0692'NOT HAVE A FULL DESCRIPTION SO DID NOT KNOW EXACTLY WHERE
 DQ0692'REFERENCE MARKERS WERE, BUT LANDOWNER SAID HE WAS SURE ONE
 DQ0692'OF THEM HAD BEEN GRADED UP, AND COULD FIND NO EVIDENCE OF ONE OF
 DQ0692'THEM STILL IN PLACE.  DID NOT SEARCH FOR AZIMUTH MARKER,
 DQ0692'BUT FEEL THAT IT IS ALSO GONE, SINCE IT WOULD HAVE BEEN IN
 DQ0692'THE ROW OF STATE HIGHWAY 385.
 DQ0692
 DQ0692                          STATION RECOVERY (1994)
 DQ0692
 DQ0692'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6179 ***********************************************************************
 AW6179  DESIGNATION -  SHORE 1930
 AW6179  PID         -  AW6179
 AW6179  STATE/COUNTY-  TX/HARRIS
 AW6179  USGS QUAD   -  MORGANS POINT (1993)
 AW6179
 AW6179                         *CURRENT SURVEY CONTROL
 AW6179  ___________________________________________________________________
 AW6179* NAD 83(1993)-  29 41 55.04853(N)    094 57 17.99257(W)     ADJUSTED  
 AW6179* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6179  ___________________________________________________________________
 AW6179  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW6179  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6179
 AW6179  HORZ ORDER  -  THIRD
 AW6179
 AW6179.The horizontal coordinates were established by classical geodetic methods
 AW6179.and adjusted by the National Geodetic Survey in February 1996..
 AW6179
 AW6179.The orthometric height was scaled from a topographic map.
 AW6179
 AW6179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6179
 AW6179.The geoid height was determined by GEOID03.
 AW6179
 AW6179;                    North         East     Units Scale Factor Converg.
 AW6179;SPC TXSC     - 4,213,493.072   991,337.374   MT  0.99988332   +1 58 54.1
 AW6179;SPC TXSC     -13,823,768.52  3,252,412.70   sFT  0.99988332   +1 58 54.1
 AW6179;UTM  15      - 3,286,990.378   310,859.027   MT  1.00004142   -0 58 07.9
 AW6179
 AW6179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6179!SPC TXSC     -   1.00000427  x   0.99988332  =   0.99988759
 AW6179!UTM  15      -   1.00000427  x   1.00004142  =   1.00004569
 AW6179
 AW6179                          SUPERSEDED SURVEY CONTROL
 AW6179
 AW6179  NAD 83(1986)-  29 41 55.06496(N)    094 57 17.97357(W) AD(       ) 3
 AW6179  NAD 27      -  29 41 54.24500(N)    094 57 17.23426(W) AD(       ) 3
 AW6179
 AW6179.Superseded values are not recommended for survey control.
 AW6179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6179.See file dsdata.txt to determine how the superseded data were derived.
 AW6179
 AW6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1085986990(NAD 83)
 AW6179_MARKER: DS = TRIANGULATION STATION DISK
 AW6179_SETTING: 0 = UNSPECIFIED SETTING
 AW6179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6179
 AW6179  HISTORY     - Date     Condition        Report By
 AW6179  HISTORY     - 1930     MONUMENTED       CGS
 AW6179  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AW6179  HISTORY     - 1966     MARK NOT FOUND   CGS
 AW6179  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6179
 AW6179                          STATION DESCRIPTION
 AW6179
 AW6179'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6179'LOCATED ABOUT 1 MILE E OF EVERGREEN POINT, ON UPPER GALVESTON
 AW6179'BAY, ON A 3-FOOT SHELL KNOLL, 19.3 METERS INSHORE FROM
 AW6179'HIGH-WATER LINE.  TWENTY-FOUR METERS TO THE N IS A HEAVILY
 AW6179'WOODED SLOPE AND 30 METERS TO THE N IS A LITTLE USED DIRT
 AW6179'ROAD.
 AW6179'
 AW6179'SURFACE MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW6179'CONCRETE POST.
 AW6179'
 AW6179'REFERENCE MARKS ARE 1/2-INCH BRASS RODS SET IN 4-INCH SQUARE
 AW6179'CONCRETE POSTS EXTENDING 3 INCHES ABOVE GROUND.
 AW6179'
 AW6179'REFERENCE MARK 1 IS 16.25 METERS FROM THE STATION N 18 DEG W.
 AW6179'
 AW6179'REFERENCE MARK 2 IS 17.60 METERS FROM THE STATION N 57 DEG E.
 AW6179
 AW6179                          STATION RECOVERY (1952)
 AW6179
 AW6179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6179'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AW6179'REFERENCE MARK 2 WAS NOT RECOVERED.  THE 1930 DESCRIPTION IS
 AW6179'ADEQUATE WITH THE FOLLOWING ADDITIONS--TO REACH THE STATION
 AW6179'FROM THE W END OF CEDAR BAYOU BRIDGE, TRAVEL W ALONG THE
 AW6179'HARD-SURFACE ROAD FOR 2.3 MILES TO A GRAVEL ROAD S ON THE
 AW6179'GULF OIL COMPANY PROPERTY, THENCE S ALONG THE ROAD TO THE SHORE
 AW6179'OF GALVESTON BAY.  CONTINUE ALONG THE SHORE ROAD TO THE END
 AW6179'OF THE ROAD AND STATION SITE.  STATION IS LOCATED 117.3 FEET
 AW6179'S OF THE END OF THE ROAD, 76.4 FEET S OF AN OIL WELL, 15.0
 AW6179'FEET S OF A 4- BY 4-INCH WITNESS POST AND ON THE HIGH-WATER
 AW6179'LINE.
 AW6179'
 AW6179'STATION MARK IS A 1/2-INCH BRASS ROD SET IN A 6- BY 6-INCH
 AW6179'CONCRETE MONUMENT, PROJECTING 8 INCHES.
 AW6179'
 AW6179'REFERENCE MARK 1 IS A STANDARD DISK, SET IN A 6- BY 6-INCH
 AW6179'CONCRETE MONUMENT 1 FOOT BELOW THE SURFACE, AND IS GUARDED
 AW6179'BY A 13-INCH STEEL PIPE PROJECTING 18 INCHES ABOVE GROUND.
 AW6179
 AW6179                          STATION RECOVERY (1966)
 AW6179
 AW6179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAR)
 AW6179'GONE.  THE STATION WAS FOUND LYING IN THE WATER.  R.M. 1 AND
 AW6179'R.M. 2 WERE RECOVERED.
 AW6179'
 AW6179'BOTH REFERENCE MARKS ARE IN THE WATER.
 AW6179
 AW6179                          STATION RECOVERY (1997)
 AW6179
 AW6179'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6393 ***********************************************************************
 AW6393  DESIGNATION -  SHOREACRES BLACK TANK
 AW6393  PID         -  AW6393
 AW6393  STATE/COUNTY-  TX/HARRIS
 AW6393  USGS QUAD   -  LEAGUE CITY (1995)
 AW6393
 AW6393                         *CURRENT SURVEY CONTROL
 AW6393  ___________________________________________________________________
 AW6393* NAD 83(1993)-  29 37 11.57668(N)    095 00 58.22632(W)     ADJUSTED  
 AW6393* NAVD 88     -                                                        
 AW6393  ___________________________________________________________________
 AW6393  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW6393  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6393
 AW6393  HORZ ORDER  -  THIRD
 AW6393
 AW6393.The horizontal coordinates were established by classical geodetic methods
 AW6393.and adjusted by the National Geodetic Survey in February 1996..
 AW6393
 AW6393
 AW6393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6393
 AW6393.The geoid height was determined by GEOID03.
 AW6393
 AW6393;                    North         East     Units Scale Factor Converg.
 AW6393;SPC TXSC     - 4,204,567.719   985,718.378   MT  0.99987557   +1 57 06.2
 AW6393;SPC TXSC     -13,794,485.92  3,233,977.71   sFT  0.99987557   +1 57 06.2
 AW6393;UTM  15      - 3,278,364.462   304,787.134   MT  1.00007022   -0 59 48.5
 AW6393
 AW6393                          SUPERSEDED SURVEY CONTROL
 AW6393
 AW6393  NAD 83(1986)-  29 37 11.59318(N)    095 00 58.20672(W) AD(       ) 4
 AW6393  NAD 27      -  29 37 10.76165(N)    095 00 57.46082(W) AD(       ) 3
 AW6393
 AW6393.Superseded values are not recommended for survey control.
 AW6393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6393.See file dsdata.txt to determine how the superseded data were derived.
 AW6393
 AW6393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0478778364(NAD 83)
 AW6393_MARKER: 53 = ELEVATED TANK
 AW6393
 AW6393  HISTORY     - Date     Condition        Report By
 AW6393  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6393  HISTORY     - 1961     GOOD             CGS
 AW6393  HISTORY     - 1968     GOOD             CGS
 AW6393  HISTORY     - 19940514 GOOD             USPSQD
 AW6393  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW6393  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW6393  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW6393
 AW6393                          STATION DESCRIPTION
 AW6393
 AW6393'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6393'STATION RECOVERED IN GOOD CONDITION.  LOCATED 3.3 MILES SOUTH
 AW6393'OF THE TRAFFIC CIRCLE IN LA PORTE, ALONG STATE HIGHWAY 146,
 AW6393'ABOUT ONE-HALF BLOCK EAST OF THE INTERSECTION OF HIGHWAY
 AW6393'146 AND SHORE ACRES BOULEVARD AND ON THE SOUTH SIDE OF SHORE
 AW6393'ACRES BOULEVARD.  STATION IS THE MUNICIPAL WATER TANK OF THE
 AW6393'SETTLEMENT OF SHORE ACRES.  THE TANK IS NOW PAINTED ALUMINUM
 AW6393'AND IS ABOUT 125 FEET HIGH.
 AW6393
 AW6393                          STATION RECOVERY (1968)
 AW6393
 AW6393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6393'THE STATION WAS RECOVERED AS DESCRIBED IN 1961 BY J.K.W.
 AW6393
 AW6393                          STATION RECOVERY (1994)
 AW6393
 AW6393'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6393'RECOVERED IN GOOD CONDITION.
 AW6393
 AW6393                          STATION RECOVERY (1995)
 AW6393
 AW6393'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6393'MARK NOT FOUND.
 AW6393
 AW6393                          STATION RECOVERY (2001)
 AW6393
 AW6393'RECOVERY NOTE BY US POWER SQUADRON 2001 (ALW)
 AW6393'MARK NOT FOUND.
 AW6393
 AW6393                          STATION RECOVERY (2005)
 AW6393
 AW6393'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0719 ***********************************************************************
 EN0719  DESIGNATION -  SHORES
 EN0719  PID         -  EN0719
 EN0719  STATE/COUNTY-  TX/COTTLE
 EN0719  USGS QUAD   -  HELL ROARING CREEK (1981)
 EN0719
 EN0719                         *CURRENT SURVEY CONTROL
 EN0719  ___________________________________________________________________
 EN0719* NAD 83(1993)-  34 18 12.09146(N)    100 17 24.25657(W)     ADJUSTED  
 EN0719* NAVD 88     -       554.     (meters)    1818.     (feet)  SCALED    
 EN0719  ___________________________________________________________________
 EN0719  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 EN0719  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 EN0719
 EN0719  HORZ ORDER  -  SECOND
 EN0719
 EN0719.The horizontal coordinates were established by classical geodetic methods
 EN0719.and adjusted by the National Geodetic Survey in February 1996..
 EN0719
 EN0719.The orthometric height was scaled from a topographic map.
 EN0719
 EN0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0719
 EN0719.The geoid height was determined by GEOID03.
 EN0719
 EN0719;                    North         East     Units Scale Factor Converg.
 EN0719;SPC TXNC     - 2,293,813.081   435,204.474   MT  1.00011132   -0 58 34.7
 EN0719;SPC TXNC     - 7,525,618.42  1,427,833.35   sFT  1.00011132   -0 58 34.7
 EN0719;UTM  14      - 3,796,545.907   381,286.197   MT  0.99977372   -0 43 37.7
 EN0719
 EN0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0719!SPC TXNC     -   0.99991742  x   1.00011132  =   1.00002874
 EN0719!UTM  14      -   0.99991742  x   0.99977372  =   0.99969116
 EN0719
 EN0719|---------------------------------------------------------------------|
 EN0719| PID    Reference Object                     Distance      Geod. Az  |
 EN0719|                                                           dddmmss.s |
 EN0719| CX8641 SHORES RM 1                          25.515 METERS 00054     |
 EN0719| EN0690 CHILDRESS MUN TANK                  APPROX.16.4 KM 0245331.2 |
 EN0719| EN0686 CHILDRESS VUMORE TV MAST            APPROX.13.9 KM 0344452.4 |
 EN0719| EN0684 CHILDRESS RAD STA KDG 262 MAST      APPROX.16.0 KM 0355602.6 |
 EN0719| CX8640 SHORES AZ MK                                       1813416.4 |
 EN0719| CX8642 SHORES RM 2                          33.552 METERS 24545     |
 EN0719|---------------------------------------------------------------------|
 EN0719
 EN0719                          SUPERSEDED SURVEY CONTROL
 EN0719
 EN0719  NAD 83(1993)-  34 18 12.09208(N)    100 17 24.25636(W) AD(       ) 2
 EN0719  NAD 83(1986)-  34 18 12.09703(N)    100 17 24.24899(W) AD(       ) 2
 EN0719  NAD 27      -  34 18 11.84670(N)    100 17 22.83283(W) AD(       ) 2
 EN0719
 EN0719.Superseded values are not recommended for survey control.
 EN0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0719.See file dsdata.txt to determine how the superseded data were derived.
 EN0719
 EN0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8128696546(NAD 83)
 EN0719_MARKER: DS = TRIANGULATION STATION DISK
 EN0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0719_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0719
 EN0719  HISTORY     - Date     Condition        Report By
 EN0719  HISTORY     - 1967     MONUMENTED       CGS
 EN0719
 EN0719                          STATION DESCRIPTION
 EN0719
 EN0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0719'THE STATION IS ABOUT 10 MILES SOUTH-SOUTHWEST OF CHILDRESS, 3/4 MILE
 EN0719'SOUTH OF THE CHILDRESS-COTTLE COUNTY LINES AND ON THE EAST
 EN0719'RIGHT-OF-WAY OF U.S. HIGHWAY 83 AND 62.
 EN0719'
 EN0719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287, 83 AND
 EN0719'62 IN THE WEST EDGE OF CHILDRESS, GO SOUTH ON U.S. HIGHWAY 83 AND
 EN0719'62 FOR 4.45 MILES TO FARM ROAD 94 ON THE RIGHT, CONTINUE AHEAD,
 EN0719'SOUTH, FOR 5.2 MILES TO THE COTTLE COUNTY LINE.  CONTINUE ON U.S.
 EN0719'HIGHWAY 83 AND 62 FOR 0.75 MILE TO THE STATION ON THE LEFT.
 EN0719'
 EN0719'STATION MARK IS A STANDARD DISK, STAMPED SHORES 1967, SET IN THE
 EN0719'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS 12
 EN0719'INCHES BELOW THE GROUND SURFACE.  IT IS 53.9 FEET EAST OF THE
 EN0719'CENTERLINE OF U.S. HIGHWAY 83 AND 62, 26.5 FEET SOUTH OF THE
 EN0719'CENTERLINE OF A FIELD ROAD ENTRANCE, 3.3 FEET WEST OF AN EAST
 EN0719'RIGHT-OF-WAY FENCE LINE AND 3.1 FEET NORTHWEST OF A WITNESS POST.
 EN0719'
 EN0719'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHORES NO 1 1967, SET
 EN0719'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0719'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 55.3 FEET EAST OF THE
 EN0719'CENTERLINE OF THE HIGHWAY, 1.2 FEET SOUTH OF A TELEPHONE LINE POLE
 EN0719'AND 1.3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE LINE.  DISTANCE
 EN0719'MEASURED FROM AXIS OF TELESCOPE 83.85 FT. 25.558 M.
 EN0719'
 EN0719'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHORES NO 2 1967, SET IN
 EN0719'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0719'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 46.7 FEET WEST OF THE
 EN0719'CENTER LINE OF THE HIGHWAY, 7.2 FEET EAST OF A POWER LINE POLE AND
 EN0719'2.0 FEET SOUTH OF A FENCE CORNER POST.  DISTANCE MEASURED FROM AXIS
 EN0719'OF TELESCOPE 110.13 FT. OR (33.568) M.
 EN0719'
 EN0719'AZIMUTH MARK IS A STANDARD DISK, STAMPED SHORES 1967, SET IN THE TOP
 EN0719'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 8
 EN0719'INCHES ABOVE THE GROUND.  IT IS 59.0 FEET WEST OF THE CENTERLINE OF
 EN0719'U.S. HIGHWAY 83 AND 62, 1.6 FEET NORTH OF A POWER LINE POLE, 1.0
 EN0719'FEET WEST OF A NORTH-SOUTH FENCE LINE AND 1.0 FEET WEST OF A WITNESS
 EN0719'POST.  TO REACH THE MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 EN0719'83 AND 62 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 EN0719'
 EN0719'NOTE.  THE UNDERGROUND MARK IS 48 INCHES BELOW THE GROUND SURFACE.
 EN0719'THE STATION MARK WAS SET BELOW THE GROUND SURFACE TO FACILITATE
 EN0719'GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1040 ***********************************************************************
 CA1040  DESIGNATION -  SHORT
 CA1040  PID         -  CA1040
 CA1040  STATE/COUNTY-  TX/BROWN
 CA1040  USGS QUAD   -  LAKE BROWNWOOD (1987)
 CA1040
 CA1040                         *CURRENT SURVEY CONTROL
 CA1040  ___________________________________________________________________
 CA1040* NAD 83(1993)-  31 48 44.03734(N)    099 05 35.49308(W)     ADJUSTED  
 CA1040* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 CA1040  ___________________________________________________________________
 CA1040  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CA1040  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CA1040
 CA1040  HORZ ORDER  -  SECOND
 CA1040
 CA1040.The horizontal coordinates were established by classical geodetic methods
 CA1040.and adjusted by the National Geodetic Survey in February 1996..
 CA1040
 CA1040.The orthometric height was scaled from a topographic map.
 CA1040
 CA1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1040
 CA1040.The geoid height was determined by GEOID03.
 CA1040
 CA1040;                    North         East     Units Scale Factor Converg.
 CA1040;SPC TX C     - 3,238,510.938   817,418.400   MT  0.99998167   +0 38 19.5
 CA1040;SPC TX C     -10,625,014.64  2,681,813.53   sFT  0.99998167   +0 38 19.5
 CA1040;UTM  14      - 3,519,627.182   491,179.575   MT  0.99960096   -0 02 56.9
 CA1040
 CA1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1040!SPC TX C     -   0.99992950  x   0.99998167  =   0.99991117
 CA1040!UTM  14      -   0.99992950  x   0.99960096  =   0.99953049
 CA1040
 CA1040:                Primary Azimuth Mark                     Grid Az
 CA1040:SPC TX C     -  SHORT AZ MK                              002 43 49.8
 CA1040:UTM  14      -  SHORT AZ MK                              003 25 06.2
 CA1040
 CA1040|---------------------------------------------------------------------|
 CA1040| PID    Reference Object                     Distance      Geod. Az  |
 CA1040|                                                           dddmmss.s |
 CA1040| CV6318 SHORT AZ MK                                        0032209.3 |
 CA1040| CV6319 SHORT RM 1                           48.073 METERS 03957     |
 CA1040| CV6320 SHORT RM 2                           38.835 METERS 13006     |
 CA1040| CA1059 BANGS WATER TANK                    APPROX.11.4 KM 1984907.9 |
 CA1040|---------------------------------------------------------------------|
 CA1040
 CA1040                          SUPERSEDED SURVEY CONTROL
 CA1040
 CA1040  NAD 83(1986)-  31 48 44.04662(N)    099 05 35.47913(W) AD(       ) 2
 CA1040  NAD 27      -  31 48 43.50500(N)    099 05 34.28500(W) AD(       ) 2
 CA1040
 CA1040.Superseded values are not recommended for survey control.
 CA1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1040.See file dsdata.txt to determine how the superseded data were derived.
 CA1040
 CA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9118019627(NAD 83)
 CA1040_MARKER: DS = TRIANGULATION STATION DISK
 CA1040_SETTING: 0 = UNSPECIFIED SETTING
 CA1040
 CA1040  HISTORY     - Date     Condition        Report By
 CA1040  HISTORY     - 1944     MONUMENTED       CGS
 CA1040  HISTORY     - 1968     MARK NOT FOUND   USGS
 CA1040
 CA1040                          STATION DESCRIPTION
 CA1040
 CA1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1040'STATION IS LOCATED ABOUT 9.5 MILES NW OF BROWNWOOD, 7.5
 CA1040'MILES NNE OF BANGS, AND 2.0 MILES E OF THRIFTY IN THE W
 CA1040'RIGHT-OF-WAY LINE OF STATE HIGHWAY 279.  IT IS 50 FEET W OF
 CA1040'THE CENTER LINE OF STATE HIGHWAY 279, 20 FEET S OF A
 CA1040'TRIANGULAR-BLAZED 16-INCH MESQUITE TREE, AND ABOUT 300 FEET
 CA1040'SE OF A SMALL WHITE HOUSE.  IT IS STAMPED SHORT 1944 AND
 CA1040'PROJECTS ABOUT 5 INCHES.
 CA1040'
 CA1040'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA1040'DISKS SET IN CONCRETE.
 CA1040'
 CA1040'REFERENCE MARK 1 IS NE OF THE STATION, 50 FEET E OF THE
 CA1040'CENTER LINE OF STATE HIGHWAY 279, AND 1 FOOT W OF THE FENCE
 CA1040'LINE.  IT IS STAMPED SHORT NO 1 1944 AND PROJECTS ABOUT 5
 CA1040'INCHES.
 CA1040'
 CA1040'REFERENCE MARK 2 IS SE OF THE STATION, 50 FEET E OF THE
 CA1040'CENTER LINE OF STATE HIGHWAY 279, AND 1 FOOT W OF THE FENCE
 CA1040'LINE.  IT IS STAMPED SHORT NO 2 1944 AND PROJECTS ABOUT 6
 CA1040'INCHES.
 CA1040'
 CA1040'AZIMUTH MARK IS ABOUT 0.5 MILE N OF THE STATION, 50 FEET E OF
 CA1040'THE CENTER LINE OF STATE HIGHWAY 279, AND 1 FOOT W OF THE N-S
 CA1040'FENCE LINE ON THE E SIDE OF THE ROAD.  IT IS STAMPED SHORT
 CA1040'1944 AND PROJECTS ABOUT 5 INCHES.  TO REACH MARK FROM THE STATION,
 CA1040'GO N ON STATE HIGHWAY 279 FOR 0.5 MILE TO THE MARK ON THE
 CA1040'RIGHT IN FENCE LINE.
 CA1040'
 CA1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA1040'AND 283 IN THE N EDGE OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA1040'67 FOR 0.75 MILE TO THE JUNCTION WITH STATE HIGHWAY 279 RIGHT,
 CA1040'TURN RIGHT AND GO N AND NE ON HIGHWAY 279 FOR 9.75 MILES
 CA1040'TO THE TRIANGULAR-BLAZED MESQUITE TREE ON THE LEFT AND THE
 CA1040'STATION.
 CA1040'
 CA1040'OBSERVATIONS MADE FROM A 64-FOOT TOWER.
 CA1040'
 CA1040'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA1040
 CA1040                          STATION RECOVERY (1968)
 CA1040
 CA1040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CA1040'A SEARCH WAS MADE FOR THE STATION MARK AND REFERENCE MARKS
 CA1040'BUT NOT FOUND.  THE AREA HAS BEEN GRADED ALL AROUND AND THE
 CA1040'HIGHWAY HAS HAD RIGHT-OF-WAY CLEARING SINCE THE STATION
 CA1040'AND REFERENCE MARKS WERE SET.  IT IS BELIEVED THAT THE STATION
 CA1040'AND REFERENCE MARKS HAVE BEEN DESTROYED.  THE AZIMUTH MARK WAS
 CA1040'FOUND IN GOOD CONDITION.
 CA1040'
 CA1040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS
 CA1040'LOCATED ABOUT 9.5 MILES NW OF BROWNWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0614 ***********************************************************************
 BN0614  DESIGNATION -  SHOVEL
 BN0614  PID         -  BN0614
 BN0614  STATE/COUNTY-  TX/BLANCO
 BN0614  USGS QUAD   -  SPICEWOOD (1986)
 BN0614
 BN0614                         *CURRENT SURVEY CONTROL
 BN0614  ___________________________________________________________________
 BN0614* NAD 83(1993)-  30 26 31.31547(N)    098 14 55.03723(W)     ADJUSTED  
 BN0614* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 BN0614  ___________________________________________________________________
 BN0614  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 BN0614  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 BN0614
 BN0614  HORZ ORDER  -  FIRST
 BN0614
 BN0614.The horizontal coordinates were established by classical geodetic methods
 BN0614.and adjusted by the National Geodetic Survey in February 1996..
 BN0614
 BN0614.The orthometric height was scaled from a topographic map.
 BN0614
 BN0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0614
 BN0614.The geoid height was determined by GEOID03.
 BN0614
 BN0614;                    North         East     Units Scale Factor Converg.
 BN0614;SPC TX C     - 3,087,830.181   900,222.752   MT  0.99992907   +1 04 25.5
 BN0614;SPC TX C     -10,130,656.19  2,953,480.81   sFT  0.99992907   +1 04 25.5
 BN0614;SPC TXSC     - 4,289,362.141   672,177.361   MT  1.00004970   +0 22 05.2
 BN0614;SPC TXSC     -14,072,682.29  2,205,301.89   sFT  1.00004970   +0 22 05.2
 BN0614;UTM  14      - 3,368,007.433   572,146.415   MT  0.99966421   +0 22 50.6
 BN0614
 BN0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0614!SPC TX C     -   0.99992966  x   0.99992907  =   0.99985874
 BN0614!SPC TXSC     -   0.99992966  x   1.00004970  =   0.99997936
 BN0614!UTM  14      -   0.99992966  x   0.99966421  =   0.99959390
 BN0614
 BN0614|---------------------------------------------------------------------|
 BN0614| PID    Reference Object                     Distance      Geod. Az  |
 BN0614|                                                           dddmmss.s |
 BN0614| CV6322 SHOVEL RM 1                           9.330 METERS 04645     |
 BN0614| CV6321 SHOVEL AZ MK                                       0684726.7 |
 BN0614| CV6323 SHOVEL RM 2                           8.863 METERS 16704     |
 BN0614|---------------------------------------------------------------------|
 BN0614
 BN0614                          SUPERSEDED SURVEY CONTROL
 BN0614
 BN0614  NAD 83(1986)-  30 26 31.32760(N)    098 14 55.02281(W) AD(       ) 1
 BN0614  NAD 27      -  30 26 30.62700(N)    098 14 53.95600(W) AD(       ) 1
 BN0614
 BN0614.Superseded values are not recommended for survey control.
 BN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0614.See file dsdata.txt to determine how the superseded data were derived.
 BN0614
 BN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7214668007(NAD 83)
 BN0614_MARKER: N = NAIL
 BN0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0614
 BN0614  HISTORY     - Date     Condition        Report By
 BN0614  HISTORY     - 1903     MONUMENTED       CGS
 BN0614  HISTORY     - 1949     SEE DESCRIPTION  CGS
 BN0614  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BN0614
 BN0614                          STATION DESCRIPTION
 BN0614
 BN0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (WHB)
 BN0614'STATION IS ON THE W AND HIGHEST PART OF SHOVEL MOUNTAIN,
 BN0614'ABOUT 9 MILES E OF S FROM MARBLE FALLS, AND 2-1/2 MILES
 BN0614'E OF S FROM SHOVEL MOUNTAIN POST OFFICE, ON LAND OWNED BY
 BN0614'FRANK EBELING, WHO LIVES ABOUT 3 MILES N OF THE MOUNTAIN.
 BN0614'THE MOUNTAIN IS VERY PROMINENT AND CAN BE SEEN FOR QUITE
 BN0614'A DISTANCE, ITS W EDGE IS VERY ABRUPT.  THE STATION IS ABOUT
 BN0614'38 PACES FROM THE BROW TO THE WESTWARD, 49 PACES FROM THE BROW
 BN0614'TO THE SOUTHWARD, IN ABOUT THE CENTER OF THE CLEARING ON THE
 BN0614'TOP OF THE MOUNTAIN, JUST N OF THE S CLUMP OF BUSHES IN THE
 BN0614'CLEARING, AND 5.914 METERS (19.40 FEET) S 89 DEG 26 MIN W
 BN0614'FROM SHOVEL MOUNTAIN (U.S.G.S.).
 BN0614'
 BN0614'SURFACE MARK IS NAIL IN IRON PIPE SET IN CONCRETE.
 BN0614'
 BN0614'UNDERGROUND MARK IS IRON SPIKE IN DRILL HOLE.
 BN0614'
 BN0614'REFERENCE MARK IS SIMILAR TO SURFACE MARK, AND IS 53.566
 BN0614'METERS (175.74 FEET) FROM THE STATION, N 18 DEG W.
 BN0614'DISTANCE AND BEARINGS TO VARIOUS OTHER POINTS ARE--WEST
 BN0614'GABLE OF MR. EBELINGS BARN, 2-1/2 MILES, N 06 DEG 41 MIN W.
 BN0614'TOP OF SMALL U.S.G.S. CAIRN, 3/8 MILE N 46 DEG 20 MIN E.
 BN0614'ELEVATION OF STATION, 470.0 METERS (1,542 FEET).
 BN0614
 BN0614                          STATION RECOVERY (1949)
 BN0614
 BN0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HB)
 BN0614'STATION WAS REACHED FROM THE TOWN OF ROUND MOUNTAIN ON U.S.
 BN0614'HIGHWAY 281.  AT ROUND MOUNTAIN TURN EAST ON CYPRESS MILL
 BN0614'ROAD AND CONTINUE FOR 6 MILES TO T ROAD NORTH, CONTINUE
 BN0614'FOR 2 MILES TO GATE AND MAIL BOX ON RIGHT, THE ENTRANCE TO
 BN0614'RANCH OWNED BY A.A. KING.  ENTER GATE AND FOLLOW RANCH ROAD
 BN0614'PAST RANCH HOUSE FOR 0.1 MILE, TURN LEFT AND FOLLOW PASTURE
 BN0614'ROAD TO TOP OF SHOVEL MOUNTAIN AND STATION ON THE WEST AND
 BN0614'HIGHEST PART OF MOUNTAIN.
 BN0614'
 BN0614'SURFACE MARK WAS FOUND IN POOR CONDITION, CONCRETE WAS DECOMPOSED
 BN0614'AND IRON PIPE REMOVED.  IRON PIPE WAS REPLACED IN ITS ORIGINAL
 BN0614'POSITION AND SMALL ROCK CAIRN BUILT AROUND IRON PIPE.
 BN0614
 BN0614                          STATION RECOVERY (1956)
 BN0614
 BN0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0614'THE STATION MARK, AS DESCRIBED IN 1949 WAS RECOVERED.  THE
 BN0614'IRON PIPE WAS REPLACED WITH A STANDARD MARK.
 BN0614'TWO REFERENCE MARKS AND AN AZIMUTH
 BN0614'MARK WERE ESTABLISHED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 BN0614'
 BN0614'THE STATION IS ABOUT 6 MILES EAST OF ROUND MOUNTAIN, ON THE
 BN0614'WEST AND HIGHEST POINT OF SHOVEL MOUNTAIN AND ON LAND OWNED
 BN0614'BY EDWARD KING OF CLEBURNE, TEXAS.  IT IS 6 FEET SOUTHWEST
 BN0614'OF A 4 IN X 4 IN WHITE WITNESS POST SURROUNDED BY A CAIRN.
 BN0614'
 BN0614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 BN0614'AND FARM ROAD 962 AT THE STORE AND POST OFFICE IN ROUND
 BN0614'MOUNTAIN, GO EASTERLY ON FARM ROAD 962 FOR 5.9 MILES TO A
 BN0614'T-JUNCTION, TURN LEFT AND GO NORTHERLY ON A GRAVELED ROAD
 BN0614'FOR 2.85 MILES TO A GATE AT THE MAIL BOX OF A.A. KING, TURN
 BN0614'RIGHT AND PASS THROUGH THE GATE AND GO EASTERLY FOR 1.05
 BN0614'MILES TO A CROSSROADS EAST OF A WINDMILL AND SOUTHWEST OF
 BN0614'THE HOME OF MR. HYATT THE RANCH FOREMAN, CONTINUE EAST FOR 0.1
 BN0614'MILE TO A GATE SOUTH OF A BARN, PASS THROUGH THE GATE AND
 BN0614'CONTINUE EASTERLY ON A RANCH ROAD FOR 0.75 MILE TO A SIDE
 BN0614'ROAD LEFT ABOUT 300 YARDS WEST OF THE TOP OF A GRADE, TURN
 BN0614'LEFT AND GO NORTHEAST 0.05 MILE TO A Y-JUNCTION, BEAR LEFT
 BN0614'AND GO NORTH 0.25 MILE TO A GATE, PASS THROUGH THE GATE
 BN0614'AND CONTINUE NORTHERLY FOR ABOUT 150 FEET TO A Y-JUNCTION,
 BN0614'BEAR LEFT AND FOLLOW A TRACK ROAD NORTHWESTERLY FOR 0.55
 BN0614'MILE TO THE AZIMUTH MARK ON THE RIGHT, FROM THIS POINT
 BN0614'FOLLOW A DIM TRACK ROAD SOUTHWESTERLY FOR 0.2 MILE TO THE
 BN0614'STATION.
 BN0614'
 BN0614'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0614'SHOVEL 1903-1956.
 BN0614'
 BN0614'REFERENCE MARK 1 IS 25 FEET NORTHEAST OF THE WITNESS POST
 BN0614'AND CAIRN.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BN0614'SHOVEL NO 1 1903-1956.
 BN0614'
 BN0614'REFERENCE MARK 2 IS 32 FEET SOUTH OF THE WITNESS POST AND
 BN0614'CAIRN.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0614'SHOVEL NO 2 1903-1956.
 BN0614'
 BN0614'THE AZIMUTH MARK IS ABOUT 200 FEET SOUTHEAST OF THE DIM TRACK
 BN0614'ROAD AND 5 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS
 BN0614'POST.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 BN0614'SHOVEL 1903-1956.
 BN0614'
 BN0614'OBSERVATIONS TAKEN FROM A FOUR FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2318 ***********************************************************************
 AN2318  DESIGNATION -  SHRUBBERY 1934
 AN2318  PID         -  AN2318
 AN2318  STATE/COUNTY-  TX/ARANSAS
 AN2318  USGS QUAD   -  ST CHARLES BAY (1973)
 AN2318
 AN2318                         *CURRENT SURVEY CONTROL
 AN2318  ___________________________________________________________________
 AN2318* NAD 83(1993)-  28 13 10.83597(N)    096 55 03.86551(W)     ADJUSTED  
 AN2318* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AN2318  ___________________________________________________________________
 AN2318  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AN2318  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN2318
 AN2318  HORZ ORDER  -  SECOND
 AN2318
 AN2318.The horizontal coordinates were established by classical geodetic methods
 AN2318.and adjusted by the National Geodetic Survey in February 1996..
 AN2318
 AN2318.The orthometric height was scaled from a topographic map.
 AN2318
 AN2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2318
 AN2318.The geoid height was determined by GEOID03.
 AN2318
 AN2318;                    North         East     Units Scale Factor Converg.
 AN2318;SPC TXSC     - 4,044,639.456   804,397.706   MT  1.00005100   +1 01 12.5
 AN2318;SPC TXSC     -13,269,787.95  2,639,094.81   sFT  1.00005100   +1 01 12.5
 AN2318;UTM  14      - 3,123,293.728   704,341.368   MT  1.00011537   +0 59 05.8
 AN2318
 AN2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2318!SPC TXSC     -   1.00000347  x   1.00005100  =   1.00005447
 AN2318!UTM  14      -   1.00000347  x   1.00011537  =   1.00011884
 AN2318
 AN2318                          SUPERSEDED SURVEY CONTROL
 AN2318
 AN2318  NAD 83(1986)-  28 13 10.84492(N)    096 55 03.84597(W) AD(       ) 2
 AN2318  NAD 27      -  28 13 09.81700(N)    096 55 02.88300(W) AD(       ) 2
 AN2318
 AN2318.Superseded values are not recommended for survey control.
 AN2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2318.See file dsdata.txt to determine how the superseded data were derived.
 AN2318
 AN2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0434123294(NAD 83)
 AN2318_MARKER: DS = TRIANGULATION STATION DISK
 AN2318_SETTING: 0 = UNSPECIFIED SETTING
 AN2318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2318
 AN2318  HISTORY     - Date     Condition        Report By
 AN2318  HISTORY     - 1934     MONUMENTED       CGS
 AN2318
 AN2318                          STATION DESCRIPTION
 AN2318
 AN2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2318'STATION IS ABOUT 7 MILES NE OF LAMAR, ON ST. CHARLES PENINSULA
 AN2318'LOCALLY KNOWN AS BLACK JACK PENINSULA.  IT IS 1 MILE NE OF THE
 AN2318'E SHORE OF ST. CHARLES BAY, 20 METERS W OF A DIM ROAD, AND 75
 AN2318'METERS SW OF A GRASSY CLEARING APPROXIMATELY 1 MILE LONG AND
 AN2318'0.2 MILE WIDE.  THIS CLEARING EXTENDS IN A NE DIRECTION FROM
 AN2318'THE STATION.  STATION IS ABOUT 1/4 MILE N OF DEVIL BAYOU.
 AN2318'
 AN2318'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2318'NO REFERENCE MARK WAS SET.
 AN2318'
 AN2318'THE FOLLOWING MAGNETIC BEARING WAS TAKEN FROM THE STATION--CENTER
 AN2318'OF CLUMP OF TALL OAK TREES NEAR BAY SHORE (ABOUT 0.5 MILE
 AN2318'DISTANT), 308 DEG.
 AN2318'
 AN2318'HEIGHT OF LIGHT ABOVE STATION MARK - 13.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0423 ***********************************************************************
 BA0423  DESIGNATION -  SHULER
 BA0423  PID         -  BA0423
 BA0423  STATE/COUNTY-  TX/BREWSTER
 BA0423  USGS QUAD   -  SANTIAGO PEAK (1983)
 BA0423
 BA0423                         *CURRENT SURVEY CONTROL
 BA0423  ___________________________________________________________________
 BA0423* NAD 83(1993)-  29 45 02.11777(N)    103 29 37.48557(W)     ADJUSTED  
 BA0423* NAVD 88     -      1242.     (meters)    4075.     (feet)  SCALED    
 BA0423  ___________________________________________________________________
 BA0423  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BA0423  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 BA0423
 BA0423  HORZ ORDER  -  THIRD
 BA0423
 BA0423.The horizontal coordinates were established by classical geodetic methods
 BA0423.and adjusted by the National Geodetic Survey in February 1996..
 BA0423
 BA0423.The orthometric height was scaled from a topographic map.
 BA0423
 BA0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0423
 BA0423.The geoid height was determined by GEOID03.
 BA0423
 BA0423;                    North         East     Units Scale Factor Converg.
 BA0423;SPC TXSC     - 4,220,833.051   165,490.037   MT  0.99988947   -2 12 05.6
 BA0423;SPC TXSC     -13,847,849.77    542,945.23   sFT  0.99988947   -2 12 05.6
 BA0423;UTM  13      - 3,292,099.168   645,645.187   MT  0.99986173   +0 44 51.3
 BA0423
 BA0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0423!SPC TXSC     -   0.99980826  x   0.99988947  =   0.99969775
 BA0423!UTM  13      -   0.99980826  x   0.99986173  =   0.99967002
 BA0423
 BA0423|---------------------------------------------------------------------|
 BA0423| PID    Reference Object                     Distance      Geod. Az  |
 BA0423|                                                           dddmmss.s |
 BA0423| CI0485 SHULER RM 1                          10.810 METERS 23603     |
 BA0423| CI0484 SHULER AZ MK                                       2874629.9 |
 BA0423| CI0486 SHULER RM 2                          10.195 METERS 33814     |
 BA0423|---------------------------------------------------------------------|
 BA0423
 BA0423                          SUPERSEDED SURVEY CONTROL
 BA0423
 BA0423  NAD 83(1986)-  29 45 02.11210(N)    103 29 37.48970(W) AD(       ) 3
 BA0423  NAD 27      -  29 45 01.44600(N)    103 29 35.86000(W) AD(       ) 3
 BA0423
 BA0423.Superseded values are not recommended for survey control.
 BA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0423.See file dsdata.txt to determine how the superseded data were derived.
 BA0423
 BA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN4564592099(NAD 83)
 BA0423_MARKER: DD = SURVEY DISK
 BA0423_SETTING: 66 = SET IN ROCK OUTCROP
 BA0423
 BA0423  HISTORY     - Date     Condition        Report By
 BA0423  HISTORY     - 1943     MONUMENTED       CGS
 BA0423
 BA0423                          STATION DESCRIPTION
 BA0423
 BA0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0423'STATION IS ON THE HIGH PASTURE FLATS AT THE HEADWATERS OF SHULER
 BA0423'CANYON AND ABOUT 4 MILES SW OF THE SHULER RANCH IN CHALK DRAW.
 BA0423'IT IS IN THE 02 RANCH COUNTRY AND IS ABOUT 35 MILES SSW OF MARATHON
 BA0423'AND 45 MILES SSE FROM ALPINE.  IT IS ABOUT 6 MILES E FROM THE
 BA0423'ROAD LEADING FROM ALPINE TO TERLINGUA.
 BA0423'
 BA0423'THE STATION IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 BA0423'WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURFACE.  STAMPED SHULER
 BA0423'1943.
 BA0423'
 BA0423'NO UNDERGROUND MARK WAS ESTABLISHED.
 BA0423'
 BA0423'REFERENCE MARK NO. 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 BA0423'A 10-INCH SQUARE CONCRETE POST, PROJECTING 6 INCHES ABOVE THE
 BA0423'SURFACE.  IT IS STAMPED SHULER NO. 1 1943.  IT IS A FEW INCHES
 BA0423'LOWER THAN THE STATION.
 BA0423'
 BA0423'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN THE TOP OF A
 BA0423'10-INCH BLOCK OF CONCRETE PROJECTING 8 INCHES ABOVE THE GROUND,
 BA0423'AT ABOUT THE SAME ELEVATION AND IS STAMPED SHULER NO. 2 1943.
 BA0423'
 BA0423'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 BA0423'10-INCH BLOCK OF CONCRETE PROJECTING 8 INCHES ABOVE THE GROUND
 BA0423'AND IS STAMPED SHULER 1943.  IT IS ABOUT 0.4 MILE W OF THE
 BA0423'STATION AND ABOUT 50 FEET N OF THE BLADED ROAD.
 BA0423'
 BA0423'TO REACH FROM ALPINE GO S ON THE MAIN ROAD TOWARD TERLINGUA 43.5
 BA0423'MILES.  THEN TURN LEFT THROUGH THE CATTLE GUARD AND GO E 0.4
 BA0423'MILE.  TAKE THE RIGHT FORK AND CONTINUE E 2.0 MILES.  THEN TURN
 BA0423'RIGHT AND GO S 0.9 MILE TO THE 02 COW CAMP BUILDINGS.  PASS
 BA0423'THROUGH THE GATE N OF THE METAL SHED AND CONTINUE S 0.7 MILE.
 BA0423'THEN PASS THROUGH A GATE AND GO SE UP THROUGH THE HILLS ON A
 BA0423'BLADED ROAD 2.2 MILES TO TWO WATER TANKS ON THE LEFT OF THE
 BA0423'ROAD.  CONTINUE E 0.2 MILE TO THE AZIMUTH MARK ABOUT 50 FEET N OF
 BA0423'THE ROAD.  THEN CONTINUE E 0.4 MILE.  THE STATION IS ABOUT
 BA0423'0.1 MILE N OF THE ROAD ON THE HIGHEST POINT OF THE LOW DESERT
 BA0423'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0976 ***********************************************************************
 CD0976  DESIGNATION -  SIBLEY
 CD0976  PID         -  CD0976
 CD0976  STATE/COUNTY-  TX/CULBERSON
 CD0976  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0976
 CD0976                         *CURRENT SURVEY CONTROL
 CD0976  ___________________________________________________________________
 CD0976* NAD 83(1993)-  31 42 45.79422(N)    104 34 56.87247(W)     ADJUSTED  
 CD0976* NAVD 88     -      1391.     (meters)    4564.     (feet)  SCALED    
 CD0976  ___________________________________________________________________
 CD0976  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 CD0976  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CD0976
 CD0976  HORZ ORDER  -  THIRD
 CD0976
 CD0976.The horizontal coordinates were established by classical geodetic methods
 CD0976.and adjusted by the National Geodetic Survey in February 1996..
 CD0976
 CD0976.The orthometric height was scaled from a topographic map.
 CD0976
 CD0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0976
 CD0976.The geoid height was determined by GEOID03.
 CD0976
 CD0976;                    North         East     Units Scale Factor Converg.
 CD0976;SPC TX C     - 3,234,513.569   297,353.985   MT  0.99995862   -2 11 18.8
 CD0976;SPC TX C     -10,611,899.93    975,568.87   sFT  0.99995862   -2 11 18.8
 CD0976;UTM  13      - 3,508,669.436   539,561.081   MT  0.99961930   +0 13 10.1
 CD0976
 CD0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0976!SPC TX C     -   0.99978541  x   0.99995862  =   0.99974404
 CD0976!UTM  13      -   0.99978541  x   0.99961930  =   0.99940479
 CD0976
 CD0976:                Primary Azimuth Mark                     Grid Az
 CD0976:SPC TX C     -  WANDER                                   204 12 22.6
 CD0976:UTM  13      -  WANDER                                   201 47 53.7
 CD0976
 CD0976|---------------------------------------------------------------------|
 CD0976| PID    Reference Object                     Distance      Geod. Az  |
 CD0976|                                                           dddmmss.s |
 CD0976| CD0974 WANDER                              APPROX. 7.4 KM 2020103.8 |
 CD0976|---------------------------------------------------------------------|
 CD0976
 CD0976                          SUPERSEDED SURVEY CONTROL
 CD0976
 CD0976  NAD 83(1993)-  31 42 45.79510(N)    104 34 56.87072(W) AD(       ) 3
 CD0976  NAD 83(1986)-  31 42 45.79509(N)    104 34 56.87059(W) AD(       ) 3
 CD0976  NAD 27      -  31 42 45.35690(N)    104 34 55.09017(W) AD(       ) 3
 CD0976
 CD0976.Superseded values are not recommended for survey control.
 CD0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0976.See file dsdata.txt to determine how the superseded data were derived.
 CD0976
 CD0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER3956108669(NAD 83)
 CD0976_MARKER: DD = SURVEY DISK
 CD0976_SETTING: 66 = SET IN ROCK OUTCROP
 CD0976_SP_SET: SET IN ROCK OUTCROP
 CD0976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0976+STABILITY: POSITION/ELEVATION WELL
 CD0976
 CD0976  HISTORY     - Date     Condition        Report By
 CD0976  HISTORY     - 1946     MONUMENTED       USGS
 CD0976
 CD0976                          STATION DESCRIPTION
 CD0976
 CD0976'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0976'STATION ABOUT 15 MI. SE. OF PINE SPRING CAMP AND U.S. HIGHWAY 62.
 CD0976'APPROXIMATELY 0.5 MI. DUE S. OF SIBLEY RANCH HOUSE AND SAME DISTANCE
 CD0976'FROM CHICO CREEK, WHICH RUNS PAST RANCH HOUSE, 1 MI. N. OF
 CD0976'INTERSECTION OF SIBLEY RANCH RD. AND VAN HORN - STATE LINE COUNTY RD.
 CD0976'IT IS ON EXTREME W. END OF RIDGE THAT RUNS E-W., THE SW. SIDE OF WHICH
 CD0976'IS AN EXPOSED SANDSTONE LEDGE.
 CD0976'
 CD0976'TO REACH FROM U.S. HIGHWAY 62, TAKE VAN HORN STATE LINE CO. RD. S.
 CD0976'FROM STATE LINE BAR /28 MI. SW. OF CARLSBAD, NEW MEXICO/.  FOLLOW
 CD0976'COUNTY RD. S. 5 MI. TO RD. FORKS, TAKE RIGHT RD. STRAIGHT AHEAD TO 9 K
 CD0976'RANCH, CONTINUE ON S. CROSSING DELAWARE RIVER AND PASOTEX PIPE LINE
 CD0976'RD.  CONTINUE S. FROM RD. CROSSING APPROXIMATELY 8 MI. TO RD. FORK.
 CD0976'TAKE RIGHT RD. SW. APPROXIMATELY 5 MI. TO INTERSECTION OF SIBLEY
 CD0976'RANCH RD. AND VAN HORN STATE LINE COUNTY RD.  STATION IS 1 MI. DUE
 CD0976'N. AND 800 FT. E. OF SIBLEY ROAD.
 CD0976'
 CD0976'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP FLUSH WITH GROUND,
 CD0976'STAMPED ---SIBLEY 1946---.
 CD0976'
 CD0976'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2313 ***********************************************************************
 AN2313  DESIGNATION -  SID 1934
 AN2313  PID         -  AN2313
 AN2313  STATE/COUNTY-  TX/ARANSAS
 AN2313  USGS QUAD   -  ST CHARLES BAY SW (1952)
 AN2313
 AN2313                         *CURRENT SURVEY CONTROL
 AN2313  ___________________________________________________________________
 AN2313* NAD 83(1993)-  28 01 12.94858(N)    096 54 23.92125(W)     ADJUSTED  
 AN2313* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AN2313  ___________________________________________________________________
 AN2313  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AN2313  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AN2313
 AN2313  HORZ ORDER  -  THIRD
 AN2313
 AN2313.The horizontal coordinates were established by classical geodetic methods
 AN2313.and adjusted by the National Geodetic Survey in February 1996..
 AN2313
 AN2313.The orthometric height was scaled from a topographic map.
 AN2313
 AN2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2313
 AN2313.The geoid height was determined by GEOID03.
 AN2313
 AN2313;                    North         East     Units Scale Factor Converg.
 AN2313;SPC TXSC     - 4,022,561.285   805,882.330   MT  1.00012399   +1 01 32.0
 AN2313;SPC TXSC     -13,197,353.15  2,643,965.61   sFT  1.00012399   +1 01 32.0
 AN2313;SPC TX S     - 5,261,762.237   456,700.156   MT  1.00005266   +0 43 24.2
 AN2313;SPC TX S     -17,262,964.94  1,498,357.10   sFT  1.00005266   +0 43 24.2
 AN2313;UTM  14      - 3,101,213.845   705,811.213   MT  1.00012283   +0 59 01.6
 AN2313
 AN2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2313!SPC TXSC     -   1.00000296  x   1.00012399  =   1.00012695
 AN2313!SPC TX S     -   1.00000296  x   1.00005266  =   1.00005562
 AN2313!UTM  14      -   1.00000296  x   1.00012283  =   1.00012579
 AN2313
 AN2313                          SUPERSEDED SURVEY CONTROL
 AN2313
 AN2313  NAD 83(1986)-  28 01 12.95520(N)    096 54 23.89956(W) AD(       ) 3
 AN2313  NAD 27      -  28 01 11.89000(N)    096 54 22.94000(W) AD(       ) 3
 AN2313
 AN2313.Superseded values are not recommended for survey control.
 AN2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2313.See file dsdata.txt to determine how the superseded data were derived.
 AN2313
 AN2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0581101214(NAD 83)
 AN2313_MARKER: DS = TRIANGULATION STATION DISK
 AN2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2313+STABILITY: SURFACE MOTION
 AN2313
 AN2313  HISTORY     - Date     Condition        Report By
 AN2313  HISTORY     - 1934     MONUMENTED       CGS
 AN2313  HISTORY     - 1938     GOOD             CGS
 AN2313  HISTORY     - 1949     GOOD             CGS
 AN2313  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2313
 AN2313                          STATION DESCRIPTION
 AN2313
 AN2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2313'STATION IS ABOUT 9 MILES E OF ROCKPORT, ON THE GULF SIDE
 AN2313'OF ST. JOSEPH ISLAND, ON THE HIGHEST SAND HILL IN THE VICINITY.
 AN2313'IT IS 0.4 MILE NW OF GULF BEACH, 0.4 MILE NE OF THE HEAD
 AN2313'OF SLOUGH EXTENDING INTO ARANSAS BAY, 3 MILES SE OF THE
 AN2313'E SHORE OF ARANSAS BAY, AND 50 METERS E OF ROAD THAT RUNS
 AN2313'DOWN THE ISLAND.
 AN2313'
 AN2313'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2313'NO REFERENCE MARK WAS SET.
 AN2313'
 AN2313'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2313'ROCKPORT COURTHOUSE, 264 DEG.  WINDMILL (0.15 MILE SE),
 AN2313'120 DEG.  HEAD OF SLOUGH, 240 DEG.  WINDMILL (1-1/2 MILES NE),
 AN2313'140 DEG.
 AN2313'
 AN2313'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 AN2313
 AN2313                          STATION RECOVERY (1938)
 AN2313
 AN2313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2313'STATION MARK WAS RECOVERED IN GOOD CONDITION.
 AN2313'
 AN2313'STATION IS LOCATED ON A PROMINENT GRASS-COVERED SAND HILL, ABOUT
 AN2313'4-1/2 MILES SW OF THE JUNCTION OF CEDAR BAYOU AND THE GULF, ON
 AN2313'THE GULF SIDE OF ST. JOSEPH ISLAND, AND ABOUT 1/3 MILE BACK
 AN2313'FROM THE GULF HIGH-WATER LINE.  THERE IS A WINDMILL AND A
 AN2313'CATTLEWATERING TROUGH ABOUT HALFWAY BETWEEN THE STATION AND
 AN2313'THE SHORELINE.
 AN2313'
 AN2313'THERE ARE NO REFERENCE MARKS.
 AN2313
 AN2313                          STATION RECOVERY (1949)
 AN2313
 AN2313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN2313'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 AN2313'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 AN2313'
 AN2313'THERE IS A WINDMILL AND SMALL WATER TANK 625 FEET E OF STATION.
 AN2313'A 4- BY 4-INCH UNPAINTED WITNESS POST PROJECTING 3.5 FEET
 AN2313'ABOVE GROUND WAS PLACED 3.2 FEET E OF THE STATION.
 AN2313'
 AN2313'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 12-INCH
 AN2313'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED
 AN2313'SID 1934.
 AN2313
 AN2313                          STATION RECOVERY (1969)
 AN2313
 AN2313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2313'THE STATION MARK HAS BEEN DESTROYED BY WIND EROSION.  THE
 AN2313'SURFACE MARK MONUMENT WAS FOUND LYING IN A BASIN ABOUT 200
 AN2313'FEET NORTH OF THE HIGHEST DUNE IN THE VICINITY.
 AN2313'
 AN2313'THE SUBSURFACE MARK WAS ATTACHED TO THE SURFACE MONUMENT.
 AN2313'THE DISK WAS SALVAGED.
 AN2313'
 AN2313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES EAST
 AN2313'OF ROCKPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2116 ***********************************************************************
 AN2116  DESIGNATION -  SIDEING
 AN2116  PID         -  AN2116
 AN2116  STATE/COUNTY-  TX/SAN PATRICIO
 AN2116  USGS QUAD   -  SINTON EAST (1979)
 AN2116
 AN2116                         *CURRENT SURVEY CONTROL
 AN2116  ___________________________________________________________________
 AN2116* NAD 83(1993)-  28 07 16.40108(N)    097 26 32.09950(W)     ADJUSTED  
 AN2116* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 AN2116  ___________________________________________________________________
 AN2116  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AN2116  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN2116
 AN2116  HORZ ORDER  -  SECOND
 AN2116
 AN2116.The horizontal coordinates were established by classical geodetic methods
 AN2116.and adjusted by the National Geodetic Survey in February 1996..
 AN2116
 AN2116.The orthometric height was scaled from a topographic map.
 AN2116
 AN2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2116
 AN2116.The geoid height was determined by GEOID03.
 AN2116
 AN2116;                    North         East     Units Scale Factor Converg.
 AN2116;SPC TX S     - 5,272,397.678   403,933.290   MT  1.00008555   +0 28 48.8
 AN2116;SPC TX S     -17,297,858.05  1,325,237.80   sFT  1.00008555   +0 28 48.8
 AN2116;SPC TXSC     - 4,032,927.527   753,059.970   MT  1.00008555   +0 45 47.4
 AN2116;SPC TXSC     -13,231,363.06  2,470,664.25   sFT  1.00008555   +0 45 47.4
 AN2116;UTM  14      - 3,111,611.414   653,000.732   MT  0.99988893   +0 44 03.7
 AN2116
 AN2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2116!SPC TX S     -   1.00000193  x   1.00008555  =   1.00008748
 AN2116!SPC TXSC     -   1.00000193  x   1.00008555  =   1.00008748
 AN2116!UTM  14      -   1.00000193  x   0.99988893  =   0.99989086
 AN2116
 AN2116:                Primary Azimuth Mark                     Grid Az
 AN2116:SPC TX S     -  SIDEING AZ MK                            031 26 04.9
 AN2116:SPC TXSC     -  SIDEING AZ MK                            031 09 06.3
 AN2116:UTM  14      -  SIDEING AZ MK                            031 10 50.0
 AN2116
 AN2116|---------------------------------------------------------------------|
 AN2116| PID    Reference Object                     Distance      Geod. Az  |
 AN2116|                                                           dddmmss.s |
 AN2116| CV6324 SIDEING AZ MK                                      0315453.7 |
 AN2116| AN1861 SIDEING AZ MK 2                                    0315448.1 |
 AN2116| AH1380 SINTON SW BELL TEL CO RAD MAST      APPROX.14.6 KM 2015218.4 |
 AN2116| CV6327 SIDEING RM 2                         29.918 METERS 21019     |
 AN2116| AN2148 SINTON REA RADIO MAST               APPROX.11.1 KM 2183000.1 |
 AN2116| CV6328 SIDEING RM 3                         20.264 METERS 32707     |
 AN2116| CV6326 SIDEING RM 1                         23.015 METERS 33041     |
 AN2116|---------------------------------------------------------------------|
 AN2116
 AN2116                          SUPERSEDED SURVEY CONTROL
 AN2116
 AN2116  NAD 83(1986)-  28 07 16.40833(N)    097 26 32.08010(W) AD(       ) 2
 AN2116  NAD 27      -  28 07 15.36500(N)    097 26 31.10300(W) AD(       ) 2
 AN2116
 AN2116.Superseded values are not recommended for survey control.
 AN2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2116.See file dsdata.txt to determine how the superseded data were derived.
 AN2116
 AN2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS5300111611(NAD 83)
 AN2116_MARKER: DS = TRIANGULATION STATION DISK
 AN2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2116
 AN2116  HISTORY     - Date     Condition        Report By
 AN2116  HISTORY     - 1953     MONUMENTED       CGS
 AN2116  HISTORY     - 1967     GOOD             HUMBLE
 AN2116  HISTORY     - 1969     GOOD             CGS
 AN2116  HISTORY     - 1978     GOOD             TXHD
 AN2116  HISTORY     - 19950610 GOOD             USPSQD
 AN2116
 AN2116                          STATION DESCRIPTION
 AN2116
 AN2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2116'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WOODSBORO.
 AN2116'7 MILES NORTHEAST OF SINTON.  AND 0.05 MILE SOUTHEAST OF
 AN2116'U.S. HIGHWAY 77.
 AN2116'
 AN2116'TO REACH FROM THE SAN PATRICIO COUNTY COURT HOUSE IN SINTON,
 AN2116'GO SOUTHEAST ON THE MAIN STREET FOR 0.3 MILE TO THE JUNCTION
 AN2116'OF U.S. HIGHWAY 77 AND U.S. HIGHWAY 181.  TURN LEFT AND GO
 AN2116'NORTHEASTERLY ON U.S. HIGHWAY 77 FOR 7.15 MILES TO A SIDE ROAD
 AN2116'RIGHT.  TURN RIGHT, SOUTHEAST, AND GO ON A DIRT ROAD FOR
 AN2116'0.05 MILE TO A METAL GATE AND STATION SITE.
 AN2116'
 AN2116'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 AN2116'A DIRT ROAD FOR 0.05 MILE TO U.S. HIGHWAY 77.  TURN RIGHT,
 AN2116'NORTHEAST, ON U.S. HIGHWAY 77 AND GO 0.25 MILE TO THE AZIMUTH
 AN2116'MARK ON THE RIGHT, SOUTHEAST RIGHT-OF-WAY.
 AN2116'
 AN2116'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AN2116'
 AN2116'THE STATION MARK IS STAMPED SIDEING 1952, AND IT PROJECTS 4
 AN2116'INCHES.  THE MARK IS LOCATED 83 FEET SOUTHEAST OF THE NORTHEAST
 AN2116'END OF A RAILROAD SIDEING.  15 FEET NORTHWEST OF THE SOUTHEAST
 AN2116'RIGHT-OF-WAY FENCE LINE.  AND 14 FEET NORTHWEST OF A WHITE
 AN2116'WITNESS POST.
 AN2116'
 AN2116'REFERENCE MARK NO. 1 IS STAMPED SIDEING NO 1 1952, AND IT
 AN2116'PROJECTS 4 INCHES.  THE MARK IS LOCATED 12 FEET SOUTHEAST
 AN2116'OF THE SOUTHEAST RAIL OF A RAILROAD TRACK, AND 3 FEET SOUTHWEST
 AN2116'OF THE SOUTHWEST EDGE OF A DIRT ROAD.
 AN2116'
 AN2116'REFERENCE MARK NO. 2 IS STAMPED SIDEING NO 2 1952, AND IT
 AN2116'PROJECTS 4 INCHES.  THE MARK IS LOCATED 2 FEET NORTHWEST OF
 AN2116'THE SOUTHEAST RIGHT-OF-WAY FENCE LINE.
 AN2116'
 AN2116'THE AZIMUTH MARK IS STAMPED SIDEING 1952, AND IT PROJECTS 3
 AN2116'INCHES.  THE MARK IS LOCATED 0.25 MILE NORTHEAST OF THE STATION.
 AN2116'105 FEET NORTH-NORTHWEST OF TELEPHONE POLE NO. 1500.  51 FEET
 AN2116'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 77.  AND 3 FEET
 AN2116'SOUTHWEST OF A WHITE WITNESS POST.
 AN2116'
 AN2116'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2116
 AN2116                          STATION RECOVERY (1967)
 AN2116
 AN2116'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AN2116'STATION RECOVERED.  REFERENCE MARK 1 DESTROYED, REFERENCE MARK
 AN2116'2 RECOVERED.  AZIMUTH MARK HAS BEEN STRUCK BY EQUIPMENT.
 AN2116'
 AN2116'THE DIRT ROAD FROM HIGHWAY 181 IS NOW PAVED-ENTRANCE TO WELDER
 AN2116'WILD LIFE REFUGE-STATION MARK IS COVERED WITH LAWN GRASS
 AN2116'15.5 FEET NORTHWEST OF FENCE CORNER 45 FEET SOUTHWEST OF
 AN2116'CENTERLINE OF PAVED ENTRANCE ROAD.
 AN2116
 AN2116                          STATION RECOVERY (1969)
 AN2116
 AN2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2116'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 AN2116'GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 1
 AN2116'HAD BEEN DESTROYED.  A NEW AZIMUTH MARK AND REFERENCE MARK WERE
 AN2116'SET.  A COMPLETE DESCRIPTION FOLLOWS--
 AN2116'
 AN2116'THE STATION IS ABOUT 10 MILES SOUTHWEST OF WOODSBORO, 7 MILES
 AN2116'NORTHEAST OF SINTON AND 0.05 MILE SOUTHEAST OF U.S. HIGHWAY 77
 AN2116'AND AT THE ENTRANCE TO THE ROB AND BESSIE WELDER WILDLIFE
 AN2116'FOUNDATION.
 AN2116'
 AN2116'TO REACH THE STATION FROM THE COURTHOUSE IN SINTON, GO SOUTHEAST
 AN2116'ON THE MAIN STREET FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAYS
 AN2116'77 AND 181.  TURN LEFT AND GO NORTHERLY ON U.S. 77 FOR 7.15
 AN2116'MILES TO A SIDE ROAD RIGHT, (TO REACH THE AZIMUTH MARK FROM THIS
 AN2116'POINT CONTINUE AHEAD ON THE HIGHWAY 0.25 MILE TO PIPE LINE
 AN2116'CROSSING AND THE MARK ON THE RIGHT), TURN RIGHT AND GO SOUTHEAST
 AN2116'ON PAVED ROAD FOR 0.05 MILE TO BLACK WROUGHT IRON GATE AND GATE
 AN2116'HOUSE AT ENTRANCE TO WILDLIFE FOUNDATION AND STATION ON THE
 AN2116'RIGHT.
 AN2116'
 AN2116'THE STATION MARK IS A STANDARD DISK, STAMPED SIDEING 1952,
 AN2116'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS 1
 AN2116'INCH BELOW THE GROUND SURFACE.  IT IS IN WELL KEPT GRASSY AREA
 AN2116'TO SOUTHWEST OF GATE, 84.9 FEET WEST OF NORTH CORNER OF 4
 AN2116'FOOT SQUARE SOUTHWEST GATE POST, 82.1 FEET SOUTHEAST OF THE
 AN2116'SOUTHEAST RAIL OF RAILROAD TRACKS, 43 FEET SOUTHWEST OF THE
 AN2116'CENTER OF PAVED ENTRANCE ROAD TO WILDLIFE FOUNDATION, 15.5
 AN2116'FEET NORTHWEST OF FENCE CORNER AND 12.4 FEET SOUTHWEST OF THE
 AN2116'PROJECTED PLANE OF THE SOUTHWEST WALL OF THE GATE HOUSE.
 AN2116'
 AN2116'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED SIDEING NO 2
 AN2116'1952, SET IN 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 AN2116'IT IS 90.4 FEET SOUTHWEST OF THE FENCE CORNER, 93.8 FEET
 AN2116'SOUTHEAST OF THE SOUTHEAST RAIL OF TRACKS, 85.4 FEET SOUTHEAST OF
 AN2116'RAILROAD COMPANY SIGN E WELDER, AND 1 FOOT NORTHWEST OF FENCE.
 AN2116'
 AN2116'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED SIDEING 1952
 AN2116'NO 3 1969, CEMENTED IN A DRILLED HOLE AT THE CENTER OF THE
 AN2116'SOUTHWEST HEADWALL OF PIPE CULVERT UNDER THE ENTRANCE ROAD.
 AN2116'IT IS 19.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS
 AN2116'AND 20 FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE ROAD.
 AN2116'
 AN2116'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SIDEING 1952 1969,
 AN2116'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5
 AN2116'INCHES.  IT IS ON THE SOUTHEAST EDGE OF HIGHWAY RIGHT-OF-WAY,
 AN2116'144 FEET NORTHWEST OF THE NORTHWEST RAIL OF TRACKS, 50 FEET
 AN2116'SOUTHEAST OF CENTER OF HIGHWAY, 40 FEET SOUTHWEST OF SIGN
 AN2116'NATURAL GAS PIPELINE CROSSING AND 1 FOOT SOUTHWEST OF METAL
 AN2116'WITNESS POST AND SIGN.
 AN2116'
 AN2116'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AN2116'
 AN2116'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AN2116'NORTHEAST OF SINTON
 AN2116
 AN2116                          STATION RECOVERY (1978)
 AN2116
 AN2116'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1978 (CLJ)
 AN2116'SIDEING 1952 RECOVERED GOOD.
 AN2116'
 AN2116'AZIMUTH MARK 1952, 1969 RECOVERED GOOD.
 AN2116'
 AN2116'REFERENCE MARKS NOT SEARCHED FOR.
 AN2116'
 AN2116'MONUMENTS WERE EASILY RECOVERED FROM THE 1969 DESCRIPTIONS.
 AN2116'
 AN2116'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES N.E. OF SINTON.
 AN2116
 AN2116                          STATION RECOVERY (1995)
 AN2116
 AN2116'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN2116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1861 ***********************************************************************
 AN1861  DESIGNATION -  SIDEING AZ MK 2
 AN1861  PID         -  AN1861
 AN1861  STATE/COUNTY-  TX/SAN PATRICIO
 AN1861  USGS QUAD   -  SINTON EAST (1979)
 AN1861
 AN1861                         *CURRENT SURVEY CONTROL
 AN1861  ___________________________________________________________________
 AN1861* NAD 83(1986)-  28 07 19.     (N)    097 26 33.     (W)     SCALED    
 AN1861* NAVD 88     -        14.399  (meters)      47.24   (feet)  ADJUSTED  
 AN1861  ___________________________________________________________________
 AN1861  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN1861  DYNAMIC HT  -          14.377 (meters)      47.17  (feet)  COMP
 AN1861  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 AN1861
 AN1861  VERT ORDER  -  FIRST     CLASS I
 AN1861
 AN1861.The horizontal coordinates were scaled from a topographic map and have
 AN1861.an estimated accuracy of +/- 6 seconds.
 AN1861
 AN1861.The orthometric height was determined by differential leveling
 AN1861.and adjusted by the National Geodetic Survey in June 1991..
 AN1861
 AN1861.The geoid height was determined by GEOID03.
 AN1861
 AN1861.The dynamic height is computed by dividing the NAVD 88
 AN1861.geopotential number by the normal gravity value computed on the
 AN1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1861.degrees latitude (g = 980.6199 gals.).
 AN1861
 AN1861.The modeled gravity was interpolated from observed gravity values.
 AN1861
 AN1861;                    North         East    Units  Estimated Accuracy
 AN1861;SPC TX S     - 5,272,480.      403,910.      MT  (+/- 180 meters Scaled)
 AN1861
 AN1861                          SUPERSEDED SURVEY CONTROL
 AN1861
 AN1861  NGVD 29 (??/??/92)   14.570  (m)           47.80   (f) ADJ UNCH    1 1
 AN1861
 AN1861.Superseded values are not recommended for survey control.
 AN1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1861.See file dsdata.txt to determine how the superseded data were derived.
 AN1861
 AN1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS529116(NAD 83)
 AN1861_MARKER: DZ = AZIMUTH MARK DISK
 AN1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1861_SP_SET: CONCRETE POST
 AN1861_STAMPING: SIDEING 1952 1969
 AN1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1861+STABILITY: SURFACE MOTION
 AN1861
 AN1861  HISTORY     - Date     Condition        Report By
 AN1861  HISTORY     - 1969     MONUMENTED       CGS
 AN1861  HISTORY     - 1978     GOOD             NGS
 AN1861  HISTORY     - 1990     GOOD             USPSQD
 AN1861  HISTORY     - 19950610 GOOD             USPSQD
 AN1861
 AN1861                          STATION DESCRIPTION
 AN1861
 AN1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1861'7.4 MI NE FROM SINTON.
 AN1861'7.4 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF U.S.
 AN1861'HIGHWAY 181 AT SINTON, 110 FT NORTHWEST OF THE NORTHWEST RAIL OF
 AN1861'THE MISSOURI PACIFIC RAILROAD, 49 FT SOUTHEAST OF THE CENTERLINE
 AN1861'OF THE HIGHWAY, 40 FT SOUTHWEST OF A GAS LINE MARKER.
 AN1861
 AN1861                          STATION RECOVERY (1990)
 AN1861
 AN1861'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1861'RECOVERED IN GOOD CONDITION.
 AN1861
 AN1861                          STATION RECOVERY (1995)
 AN1861
 AN1861'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0769 ***********************************************************************
 DO0769  DESIGNATION -  SIDNEY MOUNTAIN
 DO0769  PID         -  DO0769
 DO0769  STATE/COUNTY-  TX/YOUNG
 DO0769  USGS QUAD   -  SOUTH BEND (1981)
 DO0769
 DO0769                         *CURRENT SURVEY CONTROL
 DO0769  ___________________________________________________________________
 DO0769* NAD 83(1993)-  33 01 54.44730(N)    098 38 24.33814(W)     ADJUSTED  
 DO0769* NAVD 88     -       370.6    (meters)    1216.     (feet)  VERTCON   
 DO0769  ___________________________________________________________________
 DO0769  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DO0769  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DO0769
 DO0769  HORZ ORDER  -  SECOND
 DO0769
 DO0769.The horizontal coordinates were established by classical geodetic methods
 DO0769.and adjusted by the National Geodetic Survey in February 1996..
 DO0769
 DO0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0769
 DO0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0769
 DO0769.The geoid height was determined by GEOID03.
 DO0769
 DO0769;                    North         East     Units Scale Factor Converg.
 DO0769;SPC TXNC     - 2,151,386.940   586,914.139   MT  0.99987268   -0 04 35.1
 DO0769;SPC TXNC     - 7,058,341.99  1,925,567.47   sFT  0.99987268   -0 04 35.1
 DO0769;UTM  14      - 3,654,868.838   533,608.954   MT  0.99961393   +0 11 46.3
 DO0769
 DO0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0769!SPC TXNC     -   0.99994640  x   0.99987268  =   0.99981909
 DO0769!UTM  14      -   0.99994640  x   0.99961393  =   0.99956035
 DO0769
 DO0769                          SUPERSEDED SURVEY CONTROL
 DO0769
 DO0769  NAD 83(1993)-  33 01 54.44859(N)    098 38 24.33385(W) AD(       ) 2
 DO0769  NAD 83(1986)-  33 01 54.44871(N)    098 38 24.32203(W) AD(       ) 2
 DO0769  NAD 27      -  33 01 54.02704(N)    098 38 23.11122(W) AD(       ) 2
 DO0769  NGVD 29 (07/19/86)  370.5    (m)         1216.     (f) VERT ANG       
 DO0769
 DO0769.Superseded values are not recommended for survey control.
 DO0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0769.See file dsdata.txt to determine how the superseded data were derived.
 DO0769
 DO0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3360954869(NAD 83)
 DO0769_MARKER: H = DRILL HOLE
 DO0769_SETTING: 80 = SET IN A BOULDER
 DO0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0769+STABILITY: SURFACE MOTION
 DO0769
 DO0769  HISTORY     - Date     Condition        Report By
 DO0769  HISTORY     - 1923     MONUMENTED       USGS
 DO0769  HISTORY     - 1975     GOOD             USGS
 DO0769  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0769  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0769
 DO0769                          STATION DESCRIPTION
 DO0769
 DO0769'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 DO0769'ABOUT 3 MI. NE. OF TOWN OF SOUTH BEND, 0.75 MI. NE. OF SUSPENSION
 DO0769'BRIDGE ACROSS BRAZOS RIVER ON SOUTH BEND-GRAHAM ROAD.  STATION IS ON
 DO0769'S. END OF MOST SOUTHERLY NOSE OF LARGE FLAT RIDGE, ABOUT 2 YDS. N. OF
 DO0769'TOP OF S. SLOPE AND ABOUT 40 FT. E. OF NW-SW. WIRE FENCE.
 DO0769'
 DO0769'STATION MARK--A CROSS MARK ON A SOFT SAND ROCK ABOUT LEVEL WITH
 DO0769'SURFACE OF GROUND.
 DO0769
 DO0769                          STATION RECOVERY (1975)
 DO0769
 DO0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JLC)
 DO0769'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF GRAHAM, 0.6 MILE
 DO0769'NORTH OF THE BRAZOS RIVER BRIDGE AND ON PROPERTY OWNED BY
 DO0769'H.R. BRITTON, WHOSE ADDRESS IS 830 KENTUCKY STREET, GRAHAM, TEXAS.
 DO0769'
 DO0769'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380
 DO0769'AND STATE HIGHWAY 67 IN GRAHAM, GO SOUTH ON STATE HIGHWAY
 DO0769'FOR 7.0 MILES TO A PAVED SIDE ROAD AND A METAL GATE ON THE
 DO0769'RIGHT, TURN RIGHT, PASSING THROUGH GATE, THEN RIGHT AND GO
 DO0769'NORTH ON A BLADED ROAD, UPHILL, FOR 0.2 MILE TO A FENCELINE,
 DO0769'BEAR LEFT AND GO SOUTHERLY ALONG FENCELINE FOR 0.1 MILE TO
 DO0769'THE STATION ON THE LEFT.
 DO0769'
 DO0769'THE STATION DISK WAS FOUND TO BE DESTROYED, HOWEVER, THE
 DO0769'DRILL HOLE WAS RECOVERED AND THE CENTER OF THE DRILL HOLE
 DO0769'WAS USED AS THE STATION.  IT IS 31 FEET EAST OF THE FENCE LINE.
 DO0769'
 DO0769'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DO0769'BRITTON, DISTANCE BEING (33.13 FEET) OR 10.099 METERS SOUTHWEST
 DO0769'OF STATION BRITTON.
 DO0769
 DO0769                          STATION RECOVERY (2001)
 DO0769
 DO0769'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0769'MARK NOT FOUND.
 DO0769
 DO0769                          STATION RECOVERY (2005)
 DO0769
 DO0769'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1039 ***********************************************************************
 CD1039  DESIGNATION -  SIERRA BLANCA
 CD1039  PID         -  CD1039
 CD1039  STATE/COUNTY-  TX/HUDSPETH
 CD1039  USGS QUAD   -  LASCA (1979)
 CD1039
 CD1039                         *CURRENT SURVEY CONTROL
 CD1039  ___________________________________________________________________
 CD1039* NAD 83(1993)-  31 15 00.43938(N)    105 26 01.75665(W)     ADJUSTED  
 CD1039* NAVD 88     -      2101.4    (meters)    6894.     (feet)  VERTCON   
 CD1039  ___________________________________________________________________
 CD1039  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CD1039  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CD1039
 CD1039  HORZ ORDER  -  FIRST
 CD1039
 CD1039.The horizontal coordinates were established by classical geodetic methods
 CD1039.and adjusted by the National Geodetic Survey in February 1996..
 CD1039
 CD1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1039
 CD1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1039
 CD1039.The geoid height was determined by GEOID03.
 CD1039
 CD1039;                    North         East     Units Scale Factor Converg.
 CD1039;SPC TX C     - 3,186,669.779   214,380.817   MT  0.99989113   -2 37 37.4
 CD1039;SPC TX C     -10,454,932.43    703,347.73   sFT  0.99989113   -2 37 37.4
 CD1039;UTM  13      - 3,457,403.404   458,693.099   MT  0.99962105   -0 13 30.2
 CD1039
 CD1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1039!SPC TX C     -   0.99967374  x   0.99989113  =   0.99956491
 CD1039!UTM  13      -   0.99967374  x   0.99962105  =   0.99929492
 CD1039
 CD1039:                Primary Azimuth Mark                     Grid Az
 CD1039:SPC TX C     -  SIERRA BLANCA CO N WELL TWR              139 01 28.4
 CD1039:UTM  13      -  SIERRA BLANCA CO N WELL TWR              136 37 21.2
 CD1039
 CD1039|---------------------------------------------------------------------|
 CD1039| PID    Reference Object                     Distance      Geod. Az  |
 CD1039|                                                           dddmmss.s |
 CD1039| CD1029 SIERRA BLANCA CO N WELL TWR         APPROX.12.2 KM 1362351.0 |
 CD1039| CD1026 SIERRA BLANCA CO S WELL TWR         APPROX.12.2 KM 1362728.5 |
 CD1039| CD1028 SIERRA BLANCA HIGH SCHOOL CHIM      APPROX.10.9 KM 1363451.6 |
 CD1039| CD1027 SIERRA BLANCA S P RR STOR TANK      APPROX.10.7 KM 1402651.7 |
 CD1039| CD1032 SIERRA BLANCA WATER CO E TANK       APPROX.11.1 KM 1414256.7 |
 CD1039| CD1033 SIERRA BLANCA WATER CO W TANK       APPROX.11.1 KM 1414350.8 |
 CD1039| CD1031 SIERRA BLANCA T P STOR TANK         APPROX.10.4 KM 1414844.5 |
 CD1039| CI0488 SIERRA BLANCA RM 1                    9.990 METERS 22021     |
 CD1039| CI0487 SIERRA BLANCA AZ MK                                3190114.8 |
 CD1039| CI0489 SIERRA BLANCA RM 2                   13.280 METERS 31915     |
 CD1039| CD1088 EL PASO FORT WORTH AWY BCN 2        APPROX.82.7 KM 3202248.0 |
 CD1039|---------------------------------------------------------------------|
 CD1039
 CD1039                          SUPERSEDED SURVEY CONTROL
 CD1039
 CD1039  NAD 83(1986)-  31 15 00.44777(N)    105 26 01.74960(W) AD(       ) 1
 CD1039  NAD 27      -  31 14 59.99700(N)    105 25 59.91100(W) AD(       ) 1
 CD1039  NGVD 29 (07/19/86) 2100.8    (m)         6892.     (f) VERT ANG       
 CD1039
 CD1039.Superseded values are not recommended for survey control.
 CD1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1039.See file dsdata.txt to determine how the superseded data were derived.
 CD1039
 CD1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5869357403(NAD 83)
 CD1039_MARKER: DS = TRIANGULATION STATION DISK
 CD1039_SETTING: 80 = SET IN A BOULDER
 CD1039_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CD1039
 CD1039  HISTORY     - Date     Condition        Report By
 CD1039  HISTORY     - 1934     MONUMENTED       CGS
 CD1039  HISTORY     - 1963     GOOD             USGS
 CD1039
 CD1039                          STATION DESCRIPTION
 CD1039
 CD1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1039'THE STATION IS ON THE SOUTHERNMOST OF TWO PEAKS ON TOP OF HIGH
 CD1039'PROMINENT MOUNTAIN KNOWN LOCALLY AS WHITE MOUNTAIN.  THE PEAK
 CD1039'IS ABOUT 7.0 MILES NW OF SIERRA BLANCA, AIR LINE, AND ABOUT 2.5
 CD1039'MILES SW OF A STEEL DERRICK AND STONE PUMP HOUSE AT THE BASE
 CD1039'OF THE MOUNTAIN.  THE NORTHERN PEAK IS ABOUT 50 FEET HIGHER IN
 CD1039'ELEVATION AND ABOUT 0.3 MILE NW OF STATION.
 CD1039'
 CD1039'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CD1039'DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 CD1039'
 CD1039'REFERENCE MARK NO. 1 IS ON SLOPE OF PEAK.
 CD1039'
 CD1039'REFERENCE MARK NO. 2 IS ON THE SLOPE OF SAME PEAK.
 CD1039'
 CD1039'THE AZIMUTH MARK IS ON THE SE SLOPE OF THE NORTHERN PEAK
 CD1039'AT ABOUT THE SAME ELEVATION AS THE STATION.
 CD1039'
 CD1039'STATION TEXAN CAN ALSO BE USED AS AN AZIMUTH MARK.
 CD1039'
 CD1039'THE STATION IS BEST REACHED FROM SIERRA BLANCA BY GOING N FROM
 CD1039'THE MAIN CORNER ON THE PAVED ROAD 0.4 MILE TO A SMALL STONE
 CD1039'BUNGALOW AT THE CORNER.  TURN LEFT AT THE CORNER AND GO ON THE
 CD1039'MAIN ROAD ALONG A BIG TELEPHONE LINE, 0.6 MILE TO A ROAD TURNING
 CD1039'N AT THE BASEBALL FIELD.  TURN N HERE AND GO 4.2 MILES TO A FORK,
 CD1039'THE MAIN ROAD IS THE RIGHT FORK.  TAKE THE LEFT FORK WHICH IS
 CD1039'BADLY WASHED, AND GO 1.2 MILES TO STEEL DERRICK AND STONE
 CD1039'PUMP HOUSE WHICH CAN BE SEEN ON THE SLOPE OF THE MOUNTAIN FROM
 CD1039'SIERRA BLANCA.  PASS AROUND THE W SIDE OF THE PUMP HOUSE AND
 CD1039'CONTINUE UP GRADE ON A DIM ROAD LEADING WESTWARD.  GO 0.6
 CD1039'MILE TO THE MOUTH OF A CANYON AT THE E SIDE OF THE MOUNTAIN
 CD1039'AND THE END OF TRUCK TRAVEL.  LEAVE TRUCK AND FOLLOW RIDGE TO
 CD1039'THE RIGHT OF THE CANYON TO THE TOP OF THE MOUNTAIN AND THE
 CD1039'STATION.  ABOUT A 1 1/2-HOUR PACK WITH LOAD.
 CD1039'
 CD1039'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CD1039
 CD1039                          STATION RECOVERY (1963)
 CD1039
 CD1039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (WCN)
 CD1039'STATION MARK--STANDARD NGS BRONZE DISK, STAMPED -SIERRA BLANCA
 CD1039'1934- WEDGED IN DRILL HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1029 ***********************************************************************
 CD1029  DESIGNATION -  SIERRA BLANCA CO N WELL TWR
 CD1029  PID         -  CD1029
 CD1029  STATE/COUNTY-  TX/HUDSPETH
 CD1029  USGS QUAD   -  SIERRA BLANCA (1979)
 CD1029
 CD1029                         *CURRENT SURVEY CONTROL
 CD1029  ___________________________________________________________________
 CD1029* NAD 83(1993)-  31 10 13.59148(N)    105 20 44.16372(W)     ADJUSTED  
 CD1029* NAVD 88     -                                                        
 CD1029  ___________________________________________________________________
 CD1029  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CD1029  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CD1029
 CD1029  HORZ ORDER  -  THIRD
 CD1029
 CD1029.The horizontal coordinates were established by classical geodetic methods
 CD1029.and adjusted by the National Geodetic Survey in February 1996..
 CD1029
 CD1029
 CD1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1029
 CD1029.The geoid height was determined by GEOID03.
 CD1029
 CD1029;                    North         East     Units Scale Factor Converg.
 CD1029;SPC TX C     - 3,177,463.571   222,376.686   MT  0.99988608   -2 34 53.8
 CD1029;SPC TX C     -10,424,728.40    729,580.84   sFT  0.99988608   -2 34 53.8
 CD1029;UTM  13      - 3,448,542.858   467,065.566   MT  0.99961338   -0 10 44.0
 CD1029
 CD1029                          SUPERSEDED SURVEY CONTROL
 CD1029
 CD1029  NAD 83(1986)-  31 10 13.59833(N)    105 20 44.15826(W) AD(       ) 4
 CD1029  NAD 27      -  31 10 13.13700(N)    105 20 42.32700(W) AD(       ) 3
 CD1029
 CD1029.Superseded values are not recommended for survey control.
 CD1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1029.See file dsdata.txt to determine how the superseded data were derived.
 CD1029
 CD1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6706648543(NAD 83)
 CD1029_MARKER: 54 = WATER TOWER
 CD1029
 CD1029  HISTORY     - Date     Condition        Report By
 CD1029  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD1029
 CD1029                          STATION DESCRIPTION
 CD1029
 CD1029'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1026 ***********************************************************************
 CD1026  DESIGNATION -  SIERRA BLANCA CO S WELL TWR
 CD1026  PID         -  CD1026
 CD1026  STATE/COUNTY-  TX/HUDSPETH
 CD1026  USGS QUAD   -  SIERRA BLANCA (1979)
 CD1026
 CD1026                         *CURRENT SURVEY CONTROL
 CD1026  ___________________________________________________________________
 CD1026* NAD 83(1993)-  31 10 13.15030(N)    105 20 44.34613(W)     ADJUSTED  
 CD1026* NAVD 88     -                                                        
 CD1026  ___________________________________________________________________
 CD1026  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CD1026  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CD1026
 CD1026  HORZ ORDER  -  THIRD
 CD1026
 CD1026.The horizontal coordinates were established by classical geodetic methods
 CD1026.and adjusted by the National Geodetic Survey in February 1996..
 CD1026
 CD1026
 CD1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1026
 CD1026.The geoid height was determined by GEOID03.
 CD1026
 CD1026;                    North         East     Units Scale Factor Converg.
 CD1026;SPC TX C     - 3,177,450.217   222,371.249   MT  0.99988607   -2 34 53.9
 CD1026;SPC TX C     -10,424,684.59    729,563.01   sFT  0.99988607   -2 34 53.9
 CD1026;UTM  13      - 3,448,529.291   467,060.695   MT  0.99961338   -0 10 44.1
 CD1026
 CD1026                          SUPERSEDED SURVEY CONTROL
 CD1026
 CD1026  NAD 83(1986)-  31 10 13.15717(N)    105 20 44.34064(W) AD(       ) 4
 CD1026  NAD 27      -  31 10 12.69600(N)    105 20 42.50800(W) AD(       ) 3
 CD1026
 CD1026.Superseded values are not recommended for survey control.
 CD1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1026.See file dsdata.txt to determine how the superseded data were derived.
 CD1026
 CD1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6706148529(NAD 83)
 CD1026_MARKER: 54 = WATER TOWER
 CD1026
 CD1026  HISTORY     - Date     Condition        Report By
 CD1026  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD1026
 CD1026                          STATION DESCRIPTION
 CD1026
 CD1026'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1028 ***********************************************************************
 CD1028  DESIGNATION -  SIERRA BLANCA HIGH SCHOOL CHIM
 CD1028  PID         -  CD1028
 CD1028  STATE/COUNTY-  TX/HUDSPETH
 CD1028  USGS QUAD   -  SIERRA BLANCA (1979)
 CD1028
 CD1028                         *CURRENT SURVEY CONTROL
 CD1028  ___________________________________________________________________
 CD1028* NAD 83(1993)-  31 10 44.19861(N)    105 21 19.82723(W)     ADJUSTED  
 CD1028* NAVD 88     -                                                        
 CD1028  ___________________________________________________________________
 CD1028  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CD1028  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CD1028
 CD1028  HORZ ORDER  -  THIRD
 CD1028
 CD1028.The horizontal coordinates were established by classical geodetic methods
 CD1028.and adjusted by the National Geodetic Survey in February 1996..
 CD1028
 CD1028
 CD1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1028
 CD1028.The geoid height was determined by GEOID03.
 CD1028
 CD1028;                    North         East     Units Scale Factor Converg.
 CD1028;SPC TX C     - 3,178,447.716   221,475.863   MT  0.99988652   -2 35 12.2
 CD1028;SPC TX C     -10,427,957.21    726,625.39   sFT  0.99988652   -2 35 12.2
 CD1028;UTM  13      - 3,449,488.115   466,124.533   MT  0.99961415   -0 11 02.6
 CD1028
 CD1028                          SUPERSEDED SURVEY CONTROL
 CD1028
 CD1028  NAD 83(1986)-  31 10 44.20528(N)    105 21 19.82191(W) AD(       ) 4
 CD1028  NAD 27      -  31 10 43.74200(N)    105 21 17.99300(W) AD(       ) 3
 CD1028
 CD1028.Superseded values are not recommended for survey control.
 CD1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1028.See file dsdata.txt to determine how the superseded data were derived.
 CD1028
 CD1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6612549488(NAD 83)
 CD1028_MARKER: 85 = CHIMNEY
 CD1028
 CD1028  HISTORY     - Date     Condition        Report By
 CD1028  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD1028
 CD1028                          STATION DESCRIPTION
 CD1028
 CD1028'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1027 ***********************************************************************
 CD1027  DESIGNATION -  SIERRA BLANCA S P RR STOR TANK
 CD1027  PID         -  CD1027
 CD1027  STATE/COUNTY-  TX/HUDSPETH
 CD1027  USGS QUAD   -  SIERRA BLANCA (1979)
 CD1027
 CD1027                         *CURRENT SURVEY CONTROL
 CD1027  ___________________________________________________________________
 CD1027* NAD 83(1993)-  31 10 33.38821(N)    105 21 45.31152(W)     ADJUSTED  
 CD1027* NAVD 88     -                                                        
 CD1027  ___________________________________________________________________
 CD1027  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 CD1027  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CD1027
 CD1027  HORZ ORDER  -  THIRD
 CD1027
 CD1027.The horizontal coordinates were established by classical geodetic methods
 CD1027.and adjusted by the National Geodetic Survey in February 1996..
 CD1027
 CD1027
 CD1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1027
 CD1027.The geoid height was determined by GEOID03.
 CD1027
 CD1027;                    North         East     Units Scale Factor Converg.
 CD1027;SPC TX C     - 3,178,145.629   220,786.777   MT  0.99988636   -2 35 25.3
 CD1027;SPC TX C     -10,426,966.12    724,364.62   sFT  0.99988636   -2 35 25.3
 CD1027;UTM  13      - 3,449,157.495   465,448.900   MT  0.99961472   -0 11 15.7
 CD1027
 CD1027                          SUPERSEDED SURVEY CONTROL
 CD1027
 CD1027  NAD 83(1986)-  31 10 33.39499(N)    105 21 45.30637(W) AD(       ) 4
 CD1027  NAD 27      -  31 10 32.94000(N)    105 21 43.47000(W) AD(       ) 3
 CD1027
 CD1027.Superseded values are not recommended for survey control.
 CD1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1027.See file dsdata.txt to determine how the superseded data were derived.
 CD1027
 CD1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6544949157(NAD 83)
 CD1027_MARKER: 51 = TANK
 CD1027
 CD1027  HISTORY     - Date     Condition        Report By
 CD1027  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD1027
 CD1027                          STATION DESCRIPTION
 CD1027
 CD1027'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1031 ***********************************************************************
 CD1031  DESIGNATION -  SIERRA BLANCA T P STOR TANK
 CD1031  PID         -  CD1031
 CD1031  STATE/COUNTY-  TX/HUDSPETH
 CD1031  USGS QUAD   -  SIERRA BLANCA (1979)
 CD1031
 CD1031                         *CURRENT SURVEY CONTROL
 CD1031  ___________________________________________________________________
 CD1031* NAD 83(1993)-  31 10 33.90135(N)    105 21 57.97679(W)     ADJUSTED  
 CD1031* NAVD 88     -                                                        
 CD1031  ___________________________________________________________________
 CD1031  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 CD1031  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CD1031
 CD1031  HORZ ORDER  -  THIRD
 CD1031
 CD1031.The horizontal coordinates were established by classical geodetic methods
 CD1031.and adjusted by the National Geodetic Survey in February 1996..
 CD1031
 CD1031
 CD1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1031
 CD1031.The geoid height was determined by GEOID03.
 CD1031
 CD1031;                    North         East     Units Scale Factor Converg.
 CD1031;SPC TX C     - 3,178,176.576   220,452.494   MT  0.99988637   -2 35 31.8
 CD1031;SPC TX C     -10,427,067.65    723,267.89   sFT  0.99988637   -2 35 31.8
 CD1031;UTM  13      - 3,449,174.396   465,113.705   MT  0.99961501   -0 11 22.3
 CD1031
 CD1031                          SUPERSEDED SURVEY CONTROL
 CD1031
 CD1031  NAD 83(1986)-  31 10 33.90820(N)    105 21 57.97169(W) AD(       ) 4
 CD1031  NAD 27      -  31 10 33.45000(N)    105 21 56.14000(W) AD(       ) 3
 CD1031
 CD1031.Superseded values are not recommended for survey control.
 CD1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1031.See file dsdata.txt to determine how the superseded data were derived.
 CD1031
 CD1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6511449174(NAD 83)
 CD1031_MARKER: 51 = TANK
 CD1031
 CD1031  HISTORY     - Date     Condition        Report By
 CD1031  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD1031
 CD1031                          STATION DESCRIPTION
 CD1031
 CD1031'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1032 ***********************************************************************
 CD1032  DESIGNATION -  SIERRA BLANCA WATER CO E TANK
 CD1032  PID         -  CD1032
 CD1032  STATE/COUNTY-  TX/HUDSPETH
 CD1032  USGS QUAD   -  SIERRA BLANCA (1979)
 CD1032
 CD1032                         *CURRENT SURVEY CONTROL
 CD1032  ___________________________________________________________________
 CD1032* NAD 83(1993)-  31 10 17.72190(N)    105 21 42.29679(W)     ADJUSTED  
 CD1032* NAVD 88     -                                                        
 CD1032  ___________________________________________________________________
 CD1032  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CD1032  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CD1032
 CD1032  HORZ ORDER  -  THIRD
 CD1032
 CD1032.The horizontal coordinates were established by classical geodetic methods
 CD1032.and adjusted by the National Geodetic Survey in February 1996..
 CD1032
 CD1032
 CD1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1032
 CD1032.The geoid height was determined by GEOID03.
 CD1032
 CD1032;                    North         East     Units Scale Factor Converg.
 CD1032;SPC TX C     - 3,177,660.080   220,844.716   MT  0.99988614   -2 35 23.7
 CD1032;SPC TX C     -10,425,373.11    724,554.71   sFT  0.99988614   -2 35 23.7
 CD1032;UTM  13      - 3,448,674.933   465,527.123   MT  0.99961466   -0 11 14.1
 CD1032
 CD1032                          SUPERSEDED SURVEY CONTROL
 CD1032
 CD1032  NAD 83(1986)-  31 10 17.72869(N)    105 21 42.29157(W) AD(       ) 4
 CD1032  NAD 27      -  31 10 17.26600(N)    105 21 40.46100(W) AD(       ) 3
 CD1032
 CD1032.Superseded values are not recommended for survey control.
 CD1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1032.See file dsdata.txt to determine how the superseded data were derived.
 CD1032
 CD1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6552748675(NAD 83)
 CD1032_MARKER: 51 = TANK
 CD1032
 CD1032  HISTORY     - Date     Condition        Report By
 CD1032  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD1032
 CD1032                          STATION DESCRIPTION
 CD1032
 CD1032'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1033 ***********************************************************************
 CD1033  DESIGNATION -  SIERRA BLANCA WATER CO W TANK
 CD1033  PID         -  CD1033
 CD1033  STATE/COUNTY-  TX/HUDSPETH
 CD1033  USGS QUAD   -  SIERRA BLANCA (1979)
 CD1033
 CD1033                         *CURRENT SURVEY CONTROL
 CD1033  ___________________________________________________________________
 CD1033* NAD 83(1993)-  31 10 17.78001(N)    105 21 42.49010(W)     ADJUSTED  
 CD1033* NAVD 88     -                                                        
 CD1033  ___________________________________________________________________
 CD1033  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CD1033  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CD1033
 CD1033  HORZ ORDER  -  THIRD
 CD1033
 CD1033.The horizontal coordinates were established by classical geodetic methods
 CD1033.and adjusted by the National Geodetic Survey in February 1996..
 CD1033
 CD1033
 CD1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1033
 CD1033.The geoid height was determined by GEOID03.
 CD1033
 CD1033;                    North         East     Units Scale Factor Converg.
 CD1033;SPC TX C     - 3,177,662.099   220,839.684   MT  0.99988614   -2 35 23.8
 CD1033;SPC TX C     -10,425,379.74    724,538.20   sFT  0.99988614   -2 35 23.8
 CD1033;UTM  13      - 3,448,676.739   465,522.012   MT  0.99961466   -0 11 14.2
 CD1033
 CD1033                          SUPERSEDED SURVEY CONTROL
 CD1033
 CD1033  NAD 83(1986)-  31 10 17.78681(N)    105 21 42.48485(W) AD(       ) 4
 CD1033  NAD 27      -  31 10 17.32600(N)    105 21 40.65200(W) AD(       ) 3
 CD1033
 CD1033.Superseded values are not recommended for survey control.
 CD1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1033.See file dsdata.txt to determine how the superseded data were derived.
 CD1033
 CD1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6552248677(NAD 83)
 CD1033_MARKER: 51 = TANK
 CD1033
 CD1033  HISTORY     - Date     Condition        Report By
 CD1033  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD1033
 CD1033                          STATION DESCRIPTION
 CD1033
 CD1033'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1503 ***********************************************************************
 AE1503  DESIGNATION -  SIGLER
 AE1503  PID         -  AE1503
 AE1503  STATE/COUNTY-  TX/HIDALGO
 AE1503  USGS QUAD   -  PHARR (1983)
 AE1503
 AE1503                         *CURRENT SURVEY CONTROL
 AE1503  ___________________________________________________________________
 AE1503* NAD 83(1993)-  26 12 20.25491(N)    098 14 10.19874(W)     ADJUSTED  
 AE1503* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 AE1503  ___________________________________________________________________
 AE1503  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AE1503  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE1503
 AE1503  HORZ ORDER  -  SECOND
 AE1503
 AE1503.The horizontal coordinates were established by classical geodetic methods
 AE1503.and adjusted by the National Geodetic Survey in February 1996..
 AE1503
 AE1503.The orthometric height was scaled from a topographic map.
 AE1503
 AE1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1503
 AE1503.The geoid height was determined by GEOID03.
 AE1503
 AE1503;                    North         East     Units Scale Factor Converg.
 AE1503;SPC TX S     - 5,059,741.462   326,367.998   MT  0.99999042   +0 07 11.2
 AE1503;SPC TX S     -16,600,168.45  1,070,759.01   sFT  0.99999042   +0 07 11.2
 AE1503;UTM  14      - 2,898,680.614   576,310.510   MT  0.99967190   +0 20 14.4
 AE1503
 AE1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1503!SPC TX S     -   0.99999796  x   0.99999042  =   0.99998838
 AE1503!UTM  14      -   0.99999796  x   0.99967190  =   0.99966986
 AE1503
 AE1503|---------------------------------------------------------------------|
 AE1503| PID    Reference Object                     Distance      Geod. Az  |
 AE1503|                                                           dddmmss.s |
 AE1503| AE0359 SIGLER RM 1                          29.752 METERS 01342     |
 AE1503| AE1456 EDINBURG BRICK STACK                APPROX.13.0 KM 0323130.0 |
 AE1503| AE1465 EDINBURG TALL MUN TANK              APPROX.12.9 KM 0372105.8 |
 AE1503| AE0358 SIGLER RM 2                          29.477 METERS 06839     |
 AE1503| AE1493 MC ALLEN CENT L AND P CO TK          16.908 METERS 10014     |
 AE1503| AE1474 DONNA MUNICIPAL TANK                APPROX.19.0 KM 1023535.1 |
 AE1503| AE1473 ALAMO MUNICIPAL TANK                APPROX.12.0 KM 1040219.1 |
 AE1503| AE1501 SAN JUAN MUNICIPAL TANK             APPROX. 8.4 KM 1041223.5 |
 AE1503| AE1496 SAN JUAN BLACK ABANDONED TANK       APPROX. 7.9 KM 1070153.5 |
 AE1503| AE1491 PHARR MUNICIPAL TANK                APPROX. 5.2 KM 1141814.5 |
 AE1503| AE1494 MC ALLEN HIDALGO WTR PLT STK        APPROX. 4.1 KM 1662016.9 |
 AE1503| AE1489 MC ALLEN SACRED HEART CATH CH       464.608 METERS 1800102.0 |
 AE1503| AE1547 HIDALGO N MUN TANK                  APPROX.11.0 KM 1914409.0 |
 AE1503| AE1543 HIDALGO CO WTR IMPROV PLT STK       APPROX.12.3 KM 1920039.7 |
 AE1503| AE1545 REYNOSA RAD STA XER SE MAST         APPROX.13.2 KM 1971143.8 |
 AE1503| AE1544 REYNOSA RAD STA XER NW MAST         APPROX.13.0 KM 1973116.1 |
 AE1503| AE1542 REYNOSA GUADALUPE CATH CH DOME      APPROX.13.2 KM 1981303.7 |
 AE1503| AE0372 ORANGE                              APPROX. 9.3 KM 2733937.1 |
 AE1503| AE1522 MISSION GUADALUPE CATH CH           APPROX. 9.1 KM 2742134.6 |
 AE1503| AE1515 MISSION UNITED IRRIG 2ND STK        APPROX. 9.5 KM 2742838.5 |
 AE1503| AE1523 MISSION OLD MUNICIPAL TANK          APPROX. 9.1 KM 2752643.3 |
 AE1503| CV3446 SIGLER RM 3                          35.080 METERS 27840     |
 AE1503| AE1498 MC ALLEN N MUN TANK                 APPROX. 0.7 KM 2873830.8 |
 AE1503| AE1508 SIGLER 1935 HUB A                    22.036 METERS 28738     |
 AE1503|---------------------------------------------------------------------|
 AE1503
 AE1503                          SUPERSEDED SURVEY CONTROL
 AE1503
 AE1503  NAD 83(1986)-  26 12 20.26079(N)    098 14 10.16327(W) AD(       ) 2
 AE1503  NAD 27      -  26 12 18.99678(N)    098 14 09.11687(W) AD(       ) 2
 AE1503
 AE1503.Superseded values are not recommended for survey control.
 AE1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1503.See file dsdata.txt to determine how the superseded data were derived.
 AE1503
 AE1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7631198681(NAD 83)
 AE1503_MARKER: DS = TRIANGULATION STATION DISK
 AE1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1503
 AE1503  HISTORY     - Date     Condition        Report By
 AE1503  HISTORY     - 1935     MONUMENTED       CGS
 AE1503  HISTORY     - 1935     GOOD             CGS
 AE1503  HISTORY     - 1954     MARK NOT FOUND   CGS
 AE1503  HISTORY     - 1962     GOOD             USGS
 AE1503  HISTORY     - 1964     GOOD             CGS
 AE1503  HISTORY     - 1974     GOOD             NGS
 AE1503  HISTORY     - 1978     MARK NOT FOUND   NGS
 AE1503
 AE1503                          STATION DESCRIPTION
 AE1503
 AE1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1503'STATION IS LOCATED IN THE CITY OF MC ALLEN ON PROPERTY OF
 AE1503'CENTRAL LIGHT AND POWER COMPANY, AND OCCUPIED BY ITS TANK
 AE1503'(CITY WATER SUPPLY).  IT IS 83 FEET E OF CENTER LINE OF 16TH
 AE1503'STREET, 66 FEET S OF CENTER LINE OF BEACH STREET, 55.76 FEET
 AE1503'W OF CENTER OF WATER TANK.
 AE1503'
 AE1503'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AE1503'DISKS SET IN CONCRETE.
 AE1503'
 AE1503'REFERENCE MARK NO. 1 IS LOCATED N OF STATION, 27 FEET N OF
 AE1503'CENTER LINE OF BEACH STREET, IN SIDEWALK LEADING TO LAUNDRY.
 AE1503'
 AE1503'REFERENCE MARK NO. 2 IS LOCATED NE OF STATION, IN NE CORNER
 AE1503'OF COMPANYS LOT, 20 FEET S OF CENTER LINE OF BEACH STREET.
 AE1503'
 AE1503'REFERENCE MARK NO. 3 IS LOCATED W OF STATION, 30 FEET W OF
 AE1503'CENTER LINE OF 16TH STREET.
 AE1503'
 AE1503'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 AE1503
 AE1503                          STATION RECOVERY (1935)
 AE1503
 AE1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CLF)
 AE1503'SIGLER NO. 2.--AT MC ALLEN, HIDALGO COUNTY, AND 36 FEET NE OF
 AE1503'THE NE LEG OF THE CITY WATER TOWER.  A BRONZE STATION DISK,
 AE1503'STAMPED SIGLER 2 1935 AND SET IN THE TOP OF A CONCRETE POST.
 AE1503'(ELEVATION 36.628 METERS. 120.170 FEET.)
 AE1503'
 AE1503'SIGLER NO. 1.--AT MC ALLEN, HIDALGO COUNTY, AND 36 FEET W OF
 AE1503'THE W LEG OF THE CITY WATER TOWER.  A BRONZE STATION DISK,
 AE1503'STAMPED SIGLER 1 1935 AND SET IN THE TOP OF A CONCRETE POST.
 AE1503'(ELEVATION 36.641 METERS. 120.213 FEET.)
 AE1503
 AE1503                          STATION RECOVERY (1954)
 AE1503
 AE1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 AE1503'REFERENCE MARK 2 WAS RECOVERED.  STATION AND OTHER MARKS BELIEVED
 AE1503'DESTROYED.
 AE1503
 AE1503                          STATION RECOVERY (1962)
 AE1503
 AE1503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE1503'STATION RECOVERED AS DESCRIBED BUT IS DIRECTLY UNDER A LARGE
 AE1503'HORIZONTAL BRANCH OF A MESQUITE TREE MAKING A SET UP IMPRACTICAL.
 AE1503'R.M. 1 NOT FOUND.  R.M. 3 WAS DUG FOR BUT NOT FOUND.  R.M. 2
 AE1503'ID OK BUT IS UNDER A SIDEWALK. CITY WORKMEN HAVING LEFT A
 AE1503'CIRCULAR HOLE IN CONCRETE TO LEAVE R.M. 2 DISK VISIBLE.
 AE1503
 AE1503                          STATION RECOVERY (1964)
 AE1503
 AE1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AE1503'STATION MARK, R.M. NO. 1, AND R.M. NO. 2 RECOVERED AS DESCRIBED
 AE1503'IN GOOD CONDITION.  R.M. NO. 3 SEARCHED FOR BUT NOT RECOVERED.
 AE1503
 AE1503                          STATION RECOVERY (1974)
 AE1503
 AE1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 AE1503'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AE1503'DESCRIBED IN GOOD CONDITION.  THERE IS A TREE ABOUT 5 FEET
 AE1503'FROM THE STATION AND THE BRANCHES MAKE THE STATION QUITE
 AE1503'DIFFICULT TO OCCUPY.  THE WATER TANK HAS BEEN RAZED.
 AE1503'
 AE1503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MC ALLEN
 AE1503
 AE1503                          STATION RECOVERY (1978)
 AE1503
 AE1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 AE1503'THE STATION MARK WAS NOT RECOVERED. REFERENCE MARKS 1 AND 2
 AE1503'WERE RECOVERED IN GOOD CONDITION.  THE WATER TANK MENTIONED IN
 AE1503'IN THE ORIGINAL DESCRIPTION IS REMOVED.
 AE1503'
 AE1503'REFERENCE MARK 1 IS LOCATED ON THE
 AE1503'NORTHEAST CORNER OF BEECH STREET AND 16TH STREET.  IT IS 22.6 FEET
 AE1503'SOUTH OF THE SOUTH FACE OF BRICK BUILDING BELONGING TO THE
 AE1503'BURRIS LAUNDRY COMPANY, 98.0 FEET WEST OF A SILVER AND ORANGE FIRE
 AE1503'HYDRANT ON THE SOUTHEAST CORNER OF LAUNDRY PROPERTY, 2.8 FEET
 AE1503'NORTH OF SOUTH END AND 0.5 FOOT WEST OF EAST FACE OF A CONCRETE
 AE1503'SIDEWALK LEADING TO THE LAUNDRY.  THE STATION IS SET IN A
 AE1503'CONCRETE POST, SURROUNDED BY A CONCRETE WALK AND 0.10 FOOT BELOW
 AE1503'THE WALKS SURFACE.
 AE1503'
 AE1503'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0359 ***********************************************************************
 AE0359  DESIGNATION -  SIGLER RM 1
 AE0359  PID         -  AE0359
 AE0359  STATE/COUNTY-  TX/HIDALGO
 AE0359  USGS QUAD   -  PHARR (1983)
 AE0359
 AE0359                         *CURRENT SURVEY CONTROL
 AE0359  ___________________________________________________________________
 AE0359* NAD 83(1986)-  26 12 20.     (N)    098 14 10.     (W)     SCALED    
 AE0359* NAVD 88     -        36.329  (meters)     119.19   (feet)  ADJUSTED  
 AE0359  ___________________________________________________________________
 AE0359  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE0359  DYNAMIC HT  -          36.269 (meters)     118.99  (feet)  COMP
 AE0359  MODELED GRAV-     978,993.8   (mgal)                       NAVD 88
 AE0359
 AE0359  VERT ORDER  -  FIRST     CLASS II
 AE0359
 AE0359.The horizontal coordinates were scaled from a topographic map and have
 AE0359.an estimated accuracy of +/- 6 seconds.
 AE0359
 AE0359.The orthometric height was determined by differential leveling
 AE0359.and adjusted by the National Geodetic Survey in June 1991..
 AE0359
 AE0359.The geoid height was determined by GEOID03.
 AE0359
 AE0359.The dynamic height is computed by dividing the NAVD 88
 AE0359.geopotential number by the normal gravity value computed on the
 AE0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0359.degrees latitude (g = 980.6199 gals.).
 AE0359
 AE0359.The modeled gravity was interpolated from observed gravity values.
 AE0359
 AE0359;                    North         East    Units  Estimated Accuracy
 AE0359;SPC TX S     - 5,059,730.      326,370.      MT  (+/- 180 meters Scaled)
 AE0359
 AE0359                          SUPERSEDED SURVEY CONTROL
 AE0359
 AE0359.No superseded survey control is available for this station.
 AE0359
 AE0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP763986(NAD 83)
 AE0359_MARKER: DR = REFERENCE MARK DISK
 AE0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0359_STAMPING: SIGLER NO. 1 1935
 AE0359_MARK LOGO: CGS   
 AE0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0359+STABILITY: SURFACE MOTION
 AE0359
 AE0359  HISTORY     - Date     Condition        Report By
 AE0359  HISTORY     - 1935     MONUMENTED       CGS
 AE0359  HISTORY     - 1978     GOOD             NGS
 AE0359  HISTORY     - 1981     GOOD             NGS
 AE0359  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0359
 AE0359                          STATION DESCRIPTION
 AE0359
 AE0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AE0359'IN MCALLEN.
 AE0359'AT MCALLEN, HIDALGO COUNTY, AT THE CITY WATER TANK, AND 36 FEET WEST
 AE0359'OF THE WEST LEG.  A STANDARD REFERENCE-MARK DISK, STAMPED SIGLER NO. 1
 AE0359'1935 AND SET IN THE TOP OF A CONCRETE POST.
 AE0359
 AE0359                          STATION RECOVERY (1978)
 AE0359
 AE0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AE0359'RECOVERED BUT WITH A NEW DESCRIPTION. STATION IS LOCATED ON THE
 AE0359'NORTHEAST CORNER OF BEECH STREET AND 16TH STREET. IT IS 22.6 FEET
 AE0359'SOUTH OF THE SOUTH FACE OF BRICK BUILDING BELONGING TO THE BURRIS
 AE0359'LAUNDRY COMPANY, 98.0 FEET WEST OF A SILVER AND ORANGE FIRE HYDRANT
 AE0359'ON THE SOUTHEAST CORNER OF LAUNDRY PROPERTY, 2.8 FEET NORTH OF SOUTH
 AE0359'END AND 0.5 FOOT WEST OF EAST FACE OF A CONCRETE SIDEWALK LEADING TO
 AE0359'THE LAUNDRY. THE STATION IS SET IN A CONCRETE POST, SURROUNDED BY A
 AE0359'CONCRETE WALK AND 0.10 FOOT BELOW THE WALKS SURFACE.
 AE0359
 AE0359                          STATION RECOVERY (1981)
 AE0359
 AE0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0359'IN MCALLEN, AT THE INTERSECTION OF BEECH STREET AND 16TH STREET, SET
 AE0359'IN THE SIDEWALK LEADING TO THE SOUTH ENTRANCE OF THE BURRIS LAUNDRY,
 AE0359'7.6 METERS (25.0 FT) NORTH OF THE CENTER OF BEECH STREET, 25.6 METERS
 AE0359'(84.0 FT) EAST OF THE CENTER OF 16TH STREET, 6.7 METERS (22.0 FT)
 AE0359'SOUTH OF THE SOUTH FACE OF THE LAUNDRY, 0.61 METERS (2.0 FT) NORTH
 AE0359'NORTHWEST OF THE SOUTH SUPPORT POLE OF THE LAUNDRY SIGN.
 AE0359'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AE0359
 AE0359                          STATION RECOVERY (1987)
 AE0359
 AE0359'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0358 ***********************************************************************
 AE0358  DESIGNATION -  SIGLER RM 2
 AE0358  PID         -  AE0358
 AE0358  STATE/COUNTY-  TX/HIDALGO
 AE0358  USGS QUAD   -  PHARR (1983)
 AE0358
 AE0358                         *CURRENT SURVEY CONTROL
 AE0358  ___________________________________________________________________
 AE0358* NAD 83(1986)-  26 12 20.     (N)    098 14 10.     (W)     SCALED    
 AE0358* NAVD 88     -        36.520  (meters)     119.82   (feet)  POSTED    
 AE0358  ___________________________________________________________________
 AE0358  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE0358  DYNAMIC HT  -          36.460 (meters)     119.62  (feet)  COMP
 AE0358  MODELED GRAV-     978,993.8   (mgal)                       NAVD 88
 AE0358
 AE0358  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AE0358
 AE0358.The horizontal coordinates were scaled from a topographic map and have
 AE0358.an estimated accuracy of +/- 6 seconds.
 AE0358
 AE0358.The orthometric height was determined by differential leveling
 AE0358.and adjusted by the National Geodetic Survey in 1992..
 AE0358.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AE0358.rate of 2.1 thru 3.0 mm/km.
 AE0358.WARNING-Repeat measurements at this control monument indicate possible
 AE0358.vertical movement.
 AE0358
 AE0358.The geoid height was determined by GEOID03.
 AE0358
 AE0358.The dynamic height is computed by dividing the NAVD 88
 AE0358.geopotential number by the normal gravity value computed on the
 AE0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0358.degrees latitude (g = 980.6199 gals.).
 AE0358
 AE0358.The modeled gravity was interpolated from observed gravity values.
 AE0358
 AE0358;                    North         East    Units  Estimated Accuracy
 AE0358;SPC TX S     - 5,059,730.      326,370.      MT  (+/- 180 meters Scaled)
 AE0358
 AE0358                          SUPERSEDED SURVEY CONTROL
 AE0358
 AE0358  NGVD 29 (??/??/92)   36.714  (m)          120.45   (f) ADJ UNCH    1 2
 AE0358
 AE0358.Superseded values are not recommended for survey control.
 AE0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0358.See file dsdata.txt to determine how the superseded data were derived.
 AE0358
 AE0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP763986(NAD 83)
 AE0358_MARKER: DB = BENCH MARK DISK
 AE0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0358_STAMPING: SIGLER NO. 2 1935
 AE0358_MARK LOGO: CGS   
 AE0358_PROJECTION: RECESSED 5 CENTIMETERS
 AE0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0358+STABILITY: SURFACE MOTION
 AE0358
 AE0358  HISTORY     - Date     Condition        Report By
 AE0358  HISTORY     - 1935     MONUMENTED       CGS
 AE0358  HISTORY     - 1943     GOOD             NGS
 AE0358  HISTORY     - 1981     GOOD             NGS
 AE0358  HISTORY     - 1982     GOOD             USGS
 AE0358  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 AE0358
 AE0358                          STATION DESCRIPTION
 AE0358
 AE0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0358'IN MCALLEN.
 AE0358'REFERENCE MARK IS 36.0 FEET NORTHEAST OF THE NORTHEAST LEG OF THE CITY
 AE0358'WATER TANK, 3.0 FEET WEST OF THE EAST END OF THE CONCRETE SIDEWALK
 AE0358'ALONG THE SOUTH SIDE OF BEACH STREET, 1.0 FOOT SOUTH OF THE NORTH EDGE
 AE0358'OF THE WALK AND ABOUT 4 INCHES BELOW THE SURFACE OF THE WALK. THERE IS
 AE0358'A 3-INCH HOLE CAST IN THE WALK FITTED WITH A CONCRETE PLUG THAT IS TO
 AE0358'BE REMOVED TO GET TO THE REFERENCE MARK.  A REFERENCE MARK SET IN
 AE0358'CONCRETE POST 0.3 FOOT BELOW THE SURFACE OF SIDEWALK.
 AE0358
 AE0358                          STATION RECOVERY (1981)
 AE0358
 AE0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0358'IN MCALLEN, AT THE INTERSECTION OF BEECH STREET AND 16TH STREET, SET
 AE0358'WITHIN A SIDEWALK ALONG THE SOUTH SIDE OF BEECH STREET, AT A
 AE0358'PLAYGROUND, 3.7 METERS (16.0 FT) SOUTH OF THE CENTER OF BEECH ST,
 AE0358'48.2 METERS (158.0 FT) EAST OF THE CENTER OF 16TH ST, 4.9 (16.0 FT)
 AE0358'WEST OF THE CENTER OF AN ALLEY, 2.9 (9.5 FT) NORTHEAST OF A METAL
 AE0358'CHAIN LINK CORNER FENCE POLE, 1.2 METERS (4.0 FT) NORTHWEST OF A
 AE0358'POWERLINE POLE, O.5 METERS (1.5 FT) SOUTH OF THE SOUTH CURB OF BEECH
 AE0358'STREET, NOTE A SIDEWALK WAS BUILT IN VICINITY OF MARK, A ROUND ACCESS
 AE0358'HOLE WAS LEFT FOR MARK.  NOTE, UNABLE TO SET LEVEL ROD ON MARK, NOT
 AE0358'LEVELED TO THIS SURVEY.
 AE0358'THE MARK IS 0.05 M BELOW SIDEWALK.
 AE0358
 AE0358                          STATION RECOVERY (1982)
 AE0358
 AE0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 AE0358'RECOVERED IN GOOD CONDITION.
 AE0358
 AE0358                          STATION RECOVERY (2004)
 AE0358
 AE0358'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 AE0358'MOST OF THE ORIGINAL SIDEWALK BUILT IN 1936 BY THE WPA STILL REMAINS
 AE0358'BUT THE SMALL PORTION AROUND THE MARK HAS BEEN REPLACED.  IF THE MARK
 AE0358'REMAINS UNDER THE NEW CONCRETE, THERE IS NO ACCESS TO IT.
 AE0358' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1087 ***********************************************************************
 CU1087  DESIGNATION -  SIGNAL
 CU1087  PID         -  CU1087
 CU1087  STATE/COUNTY-  TX/HOWARD
 CU1087  USGS QUAD   -  MOSS CREEK LAKE (1971)
 CU1087
 CU1087                         *CURRENT SURVEY CONTROL
 CU1087  ___________________________________________________________________
 CU1087* NAD 83(1993)-  32 11 44.61403(N)    101 18 54.18688(W)     ADJUSTED  
 CU1087* NAVD 88     -       834.6    (meters)    2738.     (feet)  VERTCON   
 CU1087  ___________________________________________________________________
 CU1087  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CU1087  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CU1087
 CU1087  HORZ ORDER  -  FIRST
 CU1087
 CU1087.The horizontal coordinates were established by classical geodetic methods
 CU1087.and adjusted by the National Geodetic Survey in February 1996..
 CU1087
 CU1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1087
 CU1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1087
 CU1087.The geoid height was determined by GEOID03.
 CU1087
 CU1087;                    North         East     Units Scale Factor Converg.
 CU1087;SPC TXNC     - 2,062,225.011   334,599.718   MT  0.99998330   -1 32 07.1
 CU1087;SPC TXNC     - 6,765,816.56  1,097,765.91   sFT  0.99998330   -1 32 07.1
 CU1087;SPC TX C     - 3,280,790.882   607,423.980   MT  1.00009887   -0 30 20.3
 CU1087;SPC TX C     -10,763,728.09  1,992,856.84   sFT  1.00009887   -0 30 20.3
 CU1087;UTM  14      - 3,564,480.646   281,770.906   MT  1.00018734   -1 14 02.3
 CU1087
 CU1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1087!SPC TXNC     -   0.99987297  x   0.99998330  =   0.99985627
 CU1087!SPC TX C     -   0.99987297  x   1.00009887  =   0.99997182
 CU1087!UTM  14      -   0.99987297  x   1.00018734  =   1.00006028
 CU1087
 CU1087:                Primary Azimuth Mark                     Grid Az
 CU1087:SPC TXNC     -  EVART RESET                              318 39 25.7
 CU1087:SPC TX C     -  EVART RESET                              317 37 38.9
 CU1087:UTM  14      -  EVART RESET                              318 21 20.9
 CU1087
 CU1087|---------------------------------------------------------------------|
 CU1087| PID    Reference Object                     Distance      Geod. Az  |
 CU1087|                                                           dddmmss.s |
 CU1087| CU1106 EVART RESET                         APPROX.25.4 KM 3170718.6 |
 CU1087| CI0490 SIGNAL RM                            29.900 METERS 31838     |
 CU1087|---------------------------------------------------------------------|
 CU1087
 CU1087                          SUPERSEDED SURVEY CONTROL
 CU1087
 CU1087  NAD 83(1986)-  32 11 44.61952(N)    101 18 54.17870(W) AD(       ) 1
 CU1087  NAD 27      -  32 11 44.17600(N)    101 18 52.74400(W) AD(       ) 1
 CU1087  NGVD 29 (07/19/86)  834.4    (m)         2738.     (f) VERT ANG       
 CU1087
 CU1087.Superseded values are not recommended for survey control.
 CU1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1087.See file dsdata.txt to determine how the superseded data were derived.
 CU1087
 CU1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA8177164481(NAD 83)
 CU1087_MARKER: N = NAIL
 CU1087_SETTING: 0 = UNSPECIFIED SETTING
 CU1087
 CU1087  HISTORY     - Date     Condition        Report By
 CU1087  HISTORY     - 1909     MONUMENTED       CGS
 CU1087  HISTORY     - 1936     MARK NOT FOUND   CGS
 CU1087  HISTORY     - 1937     MARK NOT FOUND   CGS
 CU1087  HISTORY     - 1939     MARK NOT FOUND   CGS
 CU1087  HISTORY     - 1942     MARK NOT FOUND   LOCSUR
 CU1087
 CU1087                          STATION DESCRIPTION
 CU1087
 CU1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CU1087'EIGHT MILES S OF COAHOMA, A TOWN ON THE TEXAS AND PACIFIC
 CU1087'RAILWAY, ON THE NORTHERN END OF SIGNAL MOUNTAIN, WHICH IS THE
 CU1087'FIRST PEAK S OF SIGNAL PEAK, A PEAK CONSPICUOUS FOR ITS
 CU1087'CONICAL SHAPE.  THE DISTANCE BETWEEN THE 2 PEAKS IS ABOUT
 CU1087'600 METERS (1,968 FEET).  SURFACE MARK IS LARGE NAIL IN IRON
 CU1087'PIPE SET IN CONCRETE.  UNDERGROUND MARK IS IRON SPIKE SET
 CU1087'IN A DRILL HOLE, THE NAIL IN THE UNDERGROUND MARK BEING 15
 CU1087'INCHES BELOW THE SURFACE.  THE REFERENCE MARK, A 2-INCH
 CU1087'HOLE, 3 INCHES DEEP, DRILLED IN A LEDGE OF ROCK ON THE NW
 CU1087'EDGE OF THE MOUNTAIN, IS 29.90 METERS (98.1 FEET) FROM THE
 CU1087'STATION N 41 DEG 22 MIN W.
 CU1087
 CU1087                          STATION RECOVERY (1936)
 CU1087
 CU1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (PCB)
 CU1087'AFTER A CAREFUL SEARCH, THE STATION MARK COULD NOT BE FOUND.
 CU1087'ONLY A CASUAL SEARCH WAS MADE FOR THE REFERENCE MARK, BUT IT
 CU1087'WAS NOTICED THAT A PORTION OF THE LEDGE OF ROCK MENTIONED
 CU1087'IN THE DESCRIPTION HAD BROKEN OFF AND FALLEN AWAY FROM THE
 CU1087'SIDE OF THE MOUNTAIN.  THE UNDERGROUND MARK WAS NOT SEARCHED FOR.
 CU1087
 CU1087                          STATION RECOVERY (1937)
 CU1087
 CU1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU1087'SURFACE MARK AND SUBSURFACE MARK HAVE BEEN REMOVED AND DESTROYED.
 CU1087'REFERENCE MARK WHICH IS A DRILL HOLE WAS FOUND.  THE STATION
 CU1087'WAS NOT RE-MARKED.
 CU1087
 CU1087                          STATION RECOVERY (1939)
 CU1087
 CU1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FHM)
 CU1087'DESCRIPTION ADEQUATE.  COUNTRY ADJOINING FENCED TIGHTLY WITH
 CU1087'FEW GATES.  STATION VERY HARD TO REACH.
 CU1087'
 CU1087'STATION AND UNDERGROUND MARKS COMPLETELY GONE.  BITS OF
 CU1087'CONCRETE AND SEVERAL LARGE NAILS AROUND HOLE IN GROUND ONLY
 CU1087'EVIDENCE OF LOCATION.  HOLE IN ROCK LEDGE FOR REFERENCE MARK
 CU1087'STILL ON GROUND.
 CU1087
 CU1087                          STATION RECOVERY (1942)
 CU1087
 CU1087'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 CU1087'STATION RECOVERED BY SCHLOSSER GEOPHY. SUR.
 CU1087'
 CU1087'DESTROYED PRIOR TO OCTOBER 1941.
 CU1087'
 CU1087'LARGE HOLE IN GROUND INDICATED POSSIBLE FORMER LOCATION OF
 CU1087'MARK.  UNABLE TO FIND UNDERGROUND MARK AFTER DIGGING TO THE
 CU1087'DESCRIBED DEPTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1088 ***********************************************************************
 CU1088  DESIGNATION -  SIGNAL 2
 CU1088  PID         -  CU1088
 CU1088  STATE/COUNTY-  TX/HOWARD
 CU1088  USGS QUAD   -  MOSS CREEK LAKE (1971)
 CU1088
 CU1088                         *CURRENT SURVEY CONTROL
 CU1088  ___________________________________________________________________
 CU1088* NAD 83(1993)-  32 11 44.60930(N)    101 18 54.17942(W)     ADJUSTED  
 CU1088* NAVD 88     -       800.     (meters)    2625.     (feet)  SCALED    
 CU1088  ___________________________________________________________________
 CU1088  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CU1088  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CU1088
 CU1088  HORZ ORDER  -  FIRST
 CU1088
 CU1088.The horizontal coordinates were established by classical geodetic methods
 CU1088.and adjusted by the National Geodetic Survey in February 1996..
 CU1088
 CU1088.The orthometric height was scaled from a topographic map.
 CU1088
 CU1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1088
 CU1088.The geoid height was determined by GEOID03.
 CU1088
 CU1088;                    North         East     Units Scale Factor Converg.
 CU1088;SPC TXNC     - 2,062,224.860   334,599.910   MT  0.99998330   -1 32 07.1
 CU1088;SPC TXNC     - 6,765,816.06  1,097,766.54   sFT  0.99998330   -1 32 07.1
 CU1088;UTM  14      - 3,564,480.496   281,771.098   MT  1.00018734   -1 14 02.3
 CU1088
 CU1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1088!SPC TXNC     -   0.99987837  x   0.99998330  =   0.99986167
 CU1088!UTM  14      -   0.99987837  x   1.00018734  =   1.00006568
 CU1088
 CU1088:                Primary Azimuth Mark                     Grid Az
 CU1088:SPC TXNC     -  COAHOMA MUN TANK                         007 26 43.3
 CU1088:UTM  14      -  COAHOMA MUN TANK                         007 08 38.5
 CU1088
 CU1088|---------------------------------------------------------------------|
 CU1088| PID    Reference Object                     Distance      Geod. Az  |
 CU1088|                                                           dddmmss.s |
 CU1088| CU1103 COAHOMA MUN TANK                    APPROX.11.8 KM 0055436.2 |
 CU1088| CI0491 SIGNAL 2 RM 1                        27.903 METERS 01759     |
 CU1088| CI0492 SIGNAL 2 RM 2                        30.078 METERS 31834     |
 CU1088|---------------------------------------------------------------------|
 CU1088
 CU1088                          SUPERSEDED SURVEY CONTROL
 CU1088
 CU1088  NAD 83(1986)-  32 11 44.61474(N)    101 18 54.17138(W) AD(       ) 1
 CU1088  NAD 27      -  32 11 44.17104(N)    101 18 52.73457(W) AD(       ) 1
 CU1088
 CU1088.Superseded values are not recommended for survey control.
 CU1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1088.See file dsdata.txt to determine how the superseded data were derived.
 CU1088
 CU1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA8177164480(NAD 83)
 CU1088_MARKER: DS = TRIANGULATION STATION DISK
 CU1088_SETTING: 0 = UNSPECIFIED SETTING
 CU1088
 CU1088  HISTORY     - Date     Condition        Report By
 CU1088  HISTORY     - 1968     MONUMENTED       CGS
 CU1088
 CU1088                          STATION DESCRIPTION
 CU1088
 CU1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1088'DUE TO ROCKS ON LINE, NO MEASUREMENT BETWEEN REFERENCE MARKS
 CU1088'WAS MADE.
 CU1088'
 CU1088'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF BIG SPRINGS
 CU1088'AND ABOUT 6 MILES SOUTH OF COAHOMA ON THE NORTH END OF A
 CU1088'FLAT TOPPED BUTTE KNOWN AS SIGNAL MOUNTAIN WHICH IS THE FIRST
 CU1088'FLAT TOPPED BUTTE SOUTH OF SIGNAL PEAK.
 CU1088'
 CU1088'TO REACH FROM THE POST OFFICE IN FORSAN, GO NORTH FOR 0.05
 CU1088'MILE TO CROSSROAD, TURN RIGHT AND GO EAST FOR 0.5 MILE TO
 CU1088'T ROAD, TURN LEFT AND FOLLOW PAVED ROAD FOR 0.5 MILE TO FORK
 CU1088'JUST AFTER LEAVING END OF PAVEMENT, KEEP LEFT FOR 0.05 MILE
 CU1088'TO CATTLE GUARD AND SIGN GARRETT RANCH, CROSS CATTLE GUARD
 CU1088'AND FOLLOW MAIN ROAD FOR 2.6 MILES TO CATTLE GUARD AND SIDE
 CU1088'ROAD RIGHT, CONTINUE FOR 0.35 MILE TO FORK JUST BEFORE
 CU1088'REACHING CATTLE GUARD, KEEP LEFT FOR 0.05 MILE TO GATE,
 CU1088'PASS THROUGH GATE BEAR LEFT AND FOLLOW TRACK ROAD 0.3 MILE
 CU1088'TO A TRACK ROAD RIGHT, TURN RIGHT AND GO 0.6 MILE TO
 CU1088'T ROAD, TURN LEFT AND GO NORTH FOR 0.2 MILE TO GATE, PASS
 CU1088'THROUGH GATE AND CONTINUE NORTH ALONG WEST SIDE OF FENCE
 CU1088'FOR 1.2 MILES TO GATE AT WIRE CORRAL, PASS THROUGH CORRAL
 CU1088'AND GO 0.05 MILE TO FORK, TAKE THE LEFT FORK AND GO 0.2
 CU1088'MILE TO GATE AND FORK JUST BEYOND, PASS THROUGH GATE,
 CU1088'TAKE THE RIGHT FORK AND GO 0.65 MILE TO FORK, TAKE THE
 CU1088'RIGHT FORK AND FOLLOW TRACK ROAD CROSSING EARTHERN DAM
 CU1088'FOR 0.8 MILES TO GATE, PASS THROUGH GATE AND GO
 CU1088'NORTHERLY ON TRACK ROAD 1.2 MILES TO FORK, KEEP THE LEFT
 CU1088'FORK AND CONTINUE FOR 0.3 MILE TO SADDLE BETWEEN
 CU1088'SIGNAL PEAK AND SIGNAL MOUNTAIN AND END OF TRUCK TRAVEL.
 CU1088'FROM HERE PACK SOUTH TO TOP OF BUTTE AND STATION ABOUT
 CU1088'100 FEET SOUTH OF NORTH EDGE OF BUTTE.  (30 MINUTE
 CU1088'PACK)
 CU1088'
 CU1088'STATION MARK, A STANDARD DISK STAMPED SIGNAL 2 1968, IS
 CU1088'BRAZED TO THE TOP OF A 2 INCH SOIL PIPE WHICH PROJECTS 10
 CU1088'INCHES AND ON THE NORTH END OF A FLAT BUTTE.
 CU1088'
 CU1088'REFERENCE MARK 1, A STANDARD DISK STAMPED SIGNAL 2 NO 1 1968,
 CU1088'IS SET IN A DRILL HOLE IN OUTCROP WHICH PROJECTS 1 FOOT
 CU1088'ON THE NORTH SIDE AND FLUSH ON THE SIDE.  THE MARK IS 14 FEET
 CU1088'SOUTH OF THE NORTH EDGE OF BUTTE AND 2 FEET SOUTHEAST OF CAIRN.
 CU1088'
 CU1088'REFERENCE MARK 2, A STANDARD DISK STAMPED SIGNAL 2 NO 2 1968,
 CU1088'IS SET IN A DRILL HOLE IN OUTCROP WHICH IS FLUSH.  THE MARK IS
 CU1088'19 FEET SOUTH OF THE NORTH EDGE OF BUTTE AND 2 FEET EAST OF CAIRN.
 CU1088'
 CU1088'NO AZIMUTH MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0408 ***********************************************************************
 AM0408  DESIGNATION -  SIGNAL USE 1934
 AM0408  PID         -  AM0408
 AM0408  STATE/COUNTY-  TX/BRAZORIA
 AM0408  USGS QUAD   -  FREEPORT (1974)
 AM0408
 AM0408                         *CURRENT SURVEY CONTROL
 AM0408  ___________________________________________________________________
 AM0408* NAD 83(1993)-  28 53 57.99398(N)    095 22 09.36785(W)     ADJUSTED  
 AM0408* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AM0408  ___________________________________________________________________
 AM0408  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AM0408  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AM0408
 AM0408  HORZ ORDER  -  THIRD
 AM0408
 AM0408.The horizontal coordinates were established by classical geodetic methods
 AM0408.and adjusted by the National Geodetic Survey in February 1996..
 AM0408
 AM0408.The orthometric height was scaled from a topographic map.
 AM0408
 AM0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0408
 AM0408.The geoid height was determined by GEOID03.
 AM0408
 AM0408;                    North         East     Units Scale Factor Converg.
 AM0408;SPC TXSC     - 4,123,649.983   954,021.192   MT  0.99989192   +1 46 43.5
 AM0408;SPC TXSC     -13,529,008.32  3,129,984.53   sFT  0.99989192   +1 46 43.5
 AM0408;UTM  15      - 3,199,154.078   268,975.041   MT  1.00025869   -1 08 43.9
 AM0408
 AM0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0408!SPC TXSC     -   1.00000382  x   0.99989192  =   0.99989574
 AM0408!UTM  15      -   1.00000382  x   1.00025869  =   1.00026252
 AM0408
 AM0408                          SUPERSEDED SURVEY CONTROL
 AM0408
 AM0408  NAD 83(1986)-  28 53 58.00331(N)    095 22 09.34740(W) AD(       ) 3
 AM0408  NAD 27      -  28 53 57.10900(N)    095 22 08.55400(W) AD(       ) 3
 AM0408
 AM0408.Superseded values are not recommended for survey control.
 AM0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0408.See file dsdata.txt to determine how the superseded data were derived.
 AM0408
 AM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM6897599154(NAD 83)
 AM0408_MARKER: B = BOLT
 AM0408_SETTING: 0 = UNSPECIFIED SETTING
 AM0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0408
 AM0408  HISTORY     - Date     Condition        Report By
 AM0408  HISTORY     - 1934     MONUMENTED       USE
 AM0408  HISTORY     - 1937     GOOD             CGS
 AM0408  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AM0408  HISTORY     - 1960     MARK NOT FOUND   CGS
 AM0408
 AM0408                          STATION DESCRIPTION
 AM0408
 AM0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AM0408'STATION IS LOCATED ABOUT 1.0 MILE NE FROM THE MOUTH OF BRAZOS
 AM0408'RIVER DIVERSION CHANNEL, ON OPEN GRASS FLATS, 650 METERS
 AM0408'251 DEG TRUE FROM THE MOST W OF SEVERAL SUMMER HOMES, ABOUT
 AM0408'HALFWAY FROM BRYAN BEACH AND THE BRAZOS RIVER DIVERSION
 AM0408'CHANNEL, AND 280 METERS NW FROM THE GULF BEACH HIGH-WATER
 AM0408'LINE.
 AM0408'
 AM0408'STATION IS MARKED BY A 6-INCH TILE FILLED WITH CONCRETE
 AM0408'AND WITH A SQUARE BRASS BOLT IN THE CENTER.
 AM0408'
 AM0408'NO REFERENCE MARK WAS ESTABLISHED.
 AM0408
 AM0408                          STATION RECOVERY (1947)
 AM0408
 AM0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0408'STATION BELIEVED TO BE RECOVERED.  A 30-FOOT WOOD TRIPOD
 AM0408'WITH SLATTED SIGNAL STANDS IN THE VICINITY OF THE STATION,
 AM0408'BUT THE TILE MONUMENT COULD NOT BE FOUND BECAUSE OF MUD
 AM0408'AND WATER COVERING THE AREA FROM A DREDGE IN THE INTRACOASTAL
 AM0408'WATERWAY.  CHECK CUTS WERE TAKEN FROM TWO OTHER STATIONS AND
 AM0408'THIS SIGNAL IS APPARENTLY OVER THE STATION.  SIGNAL IS PRICKED
 AM0408'ON PHOTO 18380 FOR FURTHER VERIFICATION.  THE TRIPOD IS SOLID
 AM0408'AND SHOULD REMAIN FOR SEVERAL YEARS.
 AM0408
 AM0408                          STATION RECOVERY (1960)
 AM0408
 AM0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0408'LOST.  THE REMAINS OF AN OLD WOODEN TRIPOD WAS FOUND IN
 AM0408'THE DESCRIBED AREA.  THE MARK UNDERNEATH COULD NOT BE FOUND.
 AM0408'THE CENTER AREA WAS PROBED TO A DEPTH OF 3 FEET WITHOUT STRIKING
 AM0408'THE MONUMENT.  THE AREA WAS COVERED WITH 1.5 FEET OF WATER
 AM0408'AND THE MONUMENT COULD NOT BE DUG FOR.  IT MIGHT STILL BE
 AM0408'IN PLACE BUT COULD BE RECOVERED IN EXTREMELY DRY WEATHER
 AM0408'ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3036 ***********************************************************************
 CS3036  DESIGNATION -  SIL 1
 CS3036  PID         -  CS3036
 CS3036  STATE/COUNTY-  TX/TARRANT
 CS3036  USGS QUAD   -  LAKE WORTH (1982)
 CS3036
 CS3036                         *CURRENT SURVEY CONTROL
 CS3036  ___________________________________________________________________
 CS3036* NAD 83(1993)-  32 46 35.82481(N)    097 26 43.65205(W)     ADJUSTED  
 CS3036* NAVD 88     -       197.4    (meters)     648.     (feet)  VERTCON   
 CS3036  ___________________________________________________________________
 CS3036  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CS3036  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CS3036
 CS3036  HORZ ORDER  -  SECOND
 CS3036
 CS3036.The horizontal coordinates were established by classical geodetic methods
 CS3036.and adjusted by the National Geodetic Survey in February 1996..
 CS3036
 CS3036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3036
 CS3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3036
 CS3036.The geoid height was determined by GEOID03.
 CS3036
 CS3036;                    North         East     Units Scale Factor Converg.
 CS3036;SPC TXNC     - 2,123,578.134   698,784.733   MT  0.99988407   +0 34 30.5
 CS3036;SPC TXNC     - 6,967,105.93  2,292,596.24   sFT  0.99988407   +0 34 30.5
 CS3036;UTM  14      - 3,627,592.636   645,591.039   MT  0.99986137   +0 50 30.2
 CS3036
 CS3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3036!SPC TXNC     -   0.99997340  x   0.99988407  =   0.99985748
 CS3036!UTM  14      -   0.99997340  x   0.99986137  =   0.99983478
 CS3036
 CS3036                          SUPERSEDED SURVEY CONTROL
 CS3036
 CS3036  NAD 83(1993)-  32 46 35.82775(N)    097 26 43.63532(W) AD(       ) 2
 CS3036  NAD 83(1986)-  32 46 35.82808(N)    097 26 43.63515(W) AD(       ) 2
 CS3036  NGVD 29 (07/19/86)  197.4    (m)          648.     (f) VERT ANG       
 CS3036
 CS3036.Superseded values are not recommended for survey control.
 CS3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3036.See file dsdata.txt to determine how the superseded data were derived.
 CS3036
 CS3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4559127593(NAD 83)
 CS3036_MARKER: DE = TRAVERSE STATION DISK
 CS3036_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS3036+WITH SETTING: PAVEMENT
 CS3036
 CS3036  HISTORY     - Date     Condition        Report By
 CS3036  HISTORY     - 1967     MONUMENTED       CGS
 CS3036
 CS3036                          STATION DESCRIPTION
 CS3036
 CS3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3036'(STATION NOT OCCUPIED)
 CS3036'
 CS3036'THE STATION IS ON PROPERTY OF THE FORT WORTH DIVISION OF GENERAL
 CS3036'DYNAMICS CORPERATION, INSIDE THE ELECTRONICS BUILDING, ABOUT MIDWAY
 CS3036'AND NEAR THE EASTERN PART OF BUILDING.
 CS3036'
 CS3036'A TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION SIL 2 1967,
 CS3036'DISTANCE BEING 124.61 FEET, (37.981 METERS) NORTH OF STATION SIL 2.
 CS3036'THE MARK IS A STANDARD TRAVERSE STATION DISK, STAMPED SIL 1 1967,
 CS3036'CEMENTED IN A DRILL HOLE FLUSH WITH THE CONCRETE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3037 ***********************************************************************
 CS3037  DESIGNATION -  SIL 2
 CS3037  PID         -  CS3037
 CS3037  STATE/COUNTY-  TX/TARRANT
 CS3037  USGS QUAD   -  LAKE WORTH (1982)
 CS3037
 CS3037                         *CURRENT SURVEY CONTROL
 CS3037  ___________________________________________________________________
 CS3037* NAD 83(1993)-  32 46 34.59393(N)    097 26 43.73555(W)     ADJUSTED  
 CS3037* NAVD 88     -       197.4    (meters)     648.     (feet)  VERTCON   
 CS3037  ___________________________________________________________________
 CS3037  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 CS3037  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CS3037
 CS3037  HORZ ORDER  -  SECOND
 CS3037
 CS3037.The horizontal coordinates were established by classical geodetic methods
 CS3037.and adjusted by the National Geodetic Survey in February 1996..
 CS3037
 CS3037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3037
 CS3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3037
 CS3037.The geoid height was determined by GEOID03.
 CS3037
 CS3037;                    North         East     Units Scale Factor Converg.
 CS3037;SPC TXNC     - 2,123,540.200   698,782.941   MT  0.99988410   +0 34 30.5
 CS3037;SPC TXNC     - 6,966,981.47  2,292,590.37   sFT  0.99988410   +0 34 30.5
 CS3037;UTM  14      - 3,627,554.695   645,589.424   MT  0.99986136   +0 50 30.1
 CS3037
 CS3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3037!SPC TXNC     -   0.99997340  x   0.99988410  =   0.99985751
 CS3037!UTM  14      -   0.99997340  x   0.99986136  =   0.99983477
 CS3037
 CS3037                          SUPERSEDED SURVEY CONTROL
 CS3037
 CS3037  NAD 83(1993)-  32 46 34.59687(N)    097 26 43.71882(W) AD(       ) 2
 CS3037  NAD 83(1986)-  32 46 34.59721(N)    097 26 43.71866(W) AD(       ) 2
 CS3037  NGVD 29 (07/19/86)  197.4    (m)          648.     (f) VERT ANG       
 CS3037
 CS3037.Superseded values are not recommended for survey control.
 CS3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3037.See file dsdata.txt to determine how the superseded data were derived.
 CS3037
 CS3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4558927555(NAD 83)
 CS3037_MARKER: DE = TRAVERSE STATION DISK
 CS3037_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS3037+WITH SETTING: PAVEMENT
 CS3037
 CS3037  HISTORY     - Date     Condition        Report By
 CS3037  HISTORY     - 1967     MONUMENTED       CGS
 CS3037
 CS3037                          STATION DESCRIPTION
 CS3037
 CS3037'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3037'THE STATION IS ON PROPERTY OF THE FORT WORTH DIVISION OF
 CS3037'GENERAL DYNAMICS CORPERATION, INSIDE THE ELECTRONICS BUILDING, NEAR
 CS3037'THE SOUTHEAST CORNER, CEMENTED IN A DRILL HOLE FLUSH WITH THE
 CS3037'CONCRETE FLOOR.  A STANDARD TRAVERSE STATION DISK, STAMPED SIL 2
 CS3037'1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0185 ***********************************************************************
 AP0185  DESIGNATION -  SILO
 AP0185  PID         -  AP0185
 AP0185  STATE/COUNTY-  TX/MAVERICK
 AP0185  USGS QUAD   -  EL INDIO (1983)
 AP0185
 AP0185                         *CURRENT SURVEY CONTROL
 AP0185  ___________________________________________________________________
 AP0185* NAD 83(1993)-  28 33 16.32243(N)    100 21 58.16712(W)     ADJUSTED  
 AP0185* NAVD 88     -       252.1    (meters)     827.     (feet)  VERTCON   
 AP0185  ___________________________________________________________________
 AP0185  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AP0185  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AP0185
 AP0185  HORZ ORDER  -  FIRST
 AP0185
 AP0185.The horizontal coordinates were established by classical geodetic methods
 AP0185.and adjusted by the National Geodetic Survey in February 1996..
 AP0185
 AP0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0185
 AP0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0185
 AP0185.The geoid height was determined by GEOID03.
 AP0185
 AP0185;                    North         East     Units Scale Factor Converg.
 AP0185;SPC TXSC     - 4,080,711.389   466,325.402   MT  0.99995526   -0 40 09.5
 AP0185;SPC TXSC     -13,388,133.95  1,529,935.92   sFT  0.99995526   -0 40 09.5
 AP0185;UTM  14      - 3,159,395.076   366,362.928   MT  0.99982040   -0 39 11.2
 AP0185
 AP0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0185!SPC TXSC     -   0.99996401  x   0.99995526  =   0.99991927
 AP0185!UTM  14      -   0.99996401  x   0.99982040  =   0.99978442
 AP0185
 AP0185:                Primary Azimuth Mark                     Grid Az
 AP0185:SPC TXSC     -  SILO AZ MK                               023 45 27.2
 AP0185:UTM  14      -  SILO AZ MK                               023 44 28.9
 AP0185
 AP0185|---------------------------------------------------------------------|
 AP0185| PID    Reference Object                     Distance      Geod. Az  |
 AP0185|                                                           dddmmss.s |
 AP0185| CV6329 SILO AZ MK                                         0230517.7 |
 AP0185| CV6331 SILO RM 2                            13.250 METERS 17539     |
 AP0185| CV6330 SILO RM 1                            13.490 METERS 26759     |
 AP0185| AP0234 EAGLE PASS WATER PWR PLANT STK      APPROX.22.2 KM 3213602.0 |
 AP0185| AP0192 TANK NEAR STA LAPLACE               APPROX.21.4 KM 3245559.2 |
 AP0185|---------------------------------------------------------------------|
 AP0185
 AP0185                          SUPERSEDED SURVEY CONTROL
 AP0185
 AP0185  NAD 83(1986)-  28 33 16.31802(N)    100 21 58.14446(W) AD(       ) 1
 AP0185  NAD 27      -  28 33 15.38100(N)    100 21 56.88300(W) AD(       ) 1
 AP0185  NGVD 29 (07/19/86)  252.0    (m)          827.     (f) VERT ANG       
 AP0185
 AP0185.Superseded values are not recommended for survey control.
 AP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0185.See file dsdata.txt to determine how the superseded data were derived.
 AP0185
 AP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS6636359395(NAD 83)
 AP0185_MARKER: DS = TRIANGULATION STATION DISK
 AP0185_SETTING: 0 = UNSPECIFIED SETTING
 AP0185
 AP0185  HISTORY     - Date     Condition        Report By
 AP0185  HISTORY     - 1918     MONUMENTED       CGS
 AP0185  HISTORY     - 1937     GOOD             LOCSUR
 AP0185
 AP0185                          STATION DESCRIPTION
 AP0185
 AP0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0185'STATION IS ABOUT 2 MILES N OF THE INDIO RANCH, 102 METERS
 AP0185'(335 FEET) W OF THE INDIO RANCH-EAGLE PASS ROAD, ON THE HIGHEST
 AP0185'HILL IN THE VICINITY.
 AP0185'
 AP0185'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0185'CONCRETE.
 AP0185'
 AP0185'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0185'
 AP0185'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0185'CONCRETE, 13.485 METERS (44.24 FEET) FROM THE STATION
 AP0185'S 87 DEG 59 MIN W.
 AP0185
 AP0185                          STATION RECOVERY (1937)
 AP0185
 AP0185'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937
 AP0185'RECOVERED BY KARGL AERIAL SURVEYS LTD.
 AP0185'
 AP0185'ORIGINAL DESCRIPTION STILL HOLDS.  STATION AND REFERENCE MARKS
 AP0185'ARE IN GOOD CONDITION.
 AP0185'
 AP0185'A NEW STATE HIGHWAY SE FROM EAGLE PASS IS BEING PUT THROUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0516 ***********************************************************************
 CE0516  DESIGNATION -  SILO
 CE0516  PID         -  CE0516
 CE0516  STATE/COUNTY-  TX/EL PASO
 CE0516  USGS QUAD   -  YSLETA NW (1994)
 CE0516
 CE0516                         *CURRENT SURVEY CONTROL
 CE0516  ___________________________________________________________________
 CE0516* NAD 83(1993)-  31 44 59.97529(N)    106 28 29.24289(W)     ADJUSTED  
 CE0516* NAVD 88     -                                                        
 CE0516  ___________________________________________________________________
 CE0516  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CE0516  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0516
 CE0516  HORZ ORDER  -  THIRD
 CE0516
 CE0516.The horizontal coordinates were established by classical geodetic methods
 CE0516.and adjusted by the National Geodetic Survey in February 1996..
 CE0516
 CE0516
 CE0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0516
 CE0516.The geoid height was determined by GEOID03.
 CE0516
 CE0516;                    North         East     Units Scale Factor Converg.
 CE0516;SPC TX C     - 3,247,013.451   118,420.159   MT  0.99996690   -3 09 47.6
 CE0516;SPC TX C     -10,652,909.96    388,516.80   sFT  0.99996690   -3 09 47.6
 CE0516;UTM  13      - 3,513,670.993   360,314.638   MT  0.99984065   -0 46 34.2
 CE0516
 CE0516                          SUPERSEDED SURVEY CONTROL
 CE0516
 CE0516  NAD 83(1993)-  31 44 59.97516(N)    106 28 29.24239(W) AD(       ) 4
 CE0516  NAD 83(1986)-  31 44 59.97705(N)    106 28 29.24243(W) AD(       ) 4
 CE0516  NAD 27      -  31 44 59.58000(N)    106 28 27.29000(W) AD(       ) 3
 CE0516
 CE0516.Superseded values are not recommended for survey control.
 CE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0516.See file dsdata.txt to determine how the superseded data were derived.
 CE0516
 CE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6031513671(NAD 83)
 CE0516_MARKER: 64 = SILO
 CE0516
 CE0516  HISTORY     - Date     Condition        Report By
 CE0516  HISTORY     - 1909     FIRST OBSERVED   CGS
 CE0516
 CE0516                          STATION DESCRIPTION
 CE0516
 CE0516'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0443 ***********************************************************************
 BQ0443  DESIGNATION -  SILO
 BQ0443  PID         -  BQ0443
 BQ0443  STATE/COUNTY-  TX/PRESIDIO
 BQ0443  USGS QUAD   -  RYAN SW (1983)
 BQ0443
 BQ0443                         *CURRENT SURVEY CONTROL
 BQ0443  ___________________________________________________________________
 BQ0443* NAD 83(1993)-  30 18 52.44109(N)    104 25 42.79000(W)     ADJUSTED  
 BQ0443* NAVD 88     -      1601.     (meters)    5253.     (feet)  SCALED    
 BQ0443  ___________________________________________________________________
 BQ0443  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 BQ0443  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BQ0443
 BQ0443  HORZ ORDER  -  SECOND
 BQ0443
 BQ0443.The horizontal coordinates were established by classical geodetic methods
 BQ0443.and adjusted by the National Geodetic Survey in February 1996..
 BQ0443
 BQ0443.The orthometric height was scaled from a topographic map.
 BQ0443
 BQ0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0443
 BQ0443.The geoid height was determined by GEOID03.
 BQ0443
 BQ0443;                    North         East     Units Scale Factor Converg.
 BQ0443;SPC TXSC     - 4,287,114.901    78,061.628   MT  1.00000917   -2 39 34.3
 BQ0443;SPC TXSC     -14,065,309.47    256,107.19   sFT  1.00000917   -2 39 34.3
 BQ0443;UTM  13      - 3,353,781.049   554,940.559   MT  0.99963724   +0 17 18.4
 BQ0443
 BQ0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0443!SPC TXSC     -   0.99975219  x   1.00000917  =   0.99976135
 BQ0443!UTM  13      -   0.99975219  x   0.99963724  =   0.99938952
 BQ0443
 BQ0443:                Primary Azimuth Mark                     Grid Az
 BQ0443:SPC TXSC     -  SILO AZ MK                               050 15 30.5
 BQ0443:UTM  13      -  SILO AZ MK                               047 18 37.8
 BQ0443
 BQ0443|---------------------------------------------------------------------|
 BQ0443| PID    Reference Object                     Distance      Geod. Az  |
 BQ0443|                                                           dddmmss.s |
 BQ0443| CI0493 SILO AZ MK                                         0473556.2 |
 BQ0443| CI0494 SILO RM 1                             7.531 METERS 14728     |
 BQ0443| CI0495 SILO RM 2                             7.258 METERS 29614     |
 BQ0443| BQ0419 VALENTINE RED SPIRE                 APPROX.30.9 KM 3483805.1 |
 BQ0443| BQ0418 VALENTINE WATER TANK                APPROX.30.3 KM 3490459.0 |
 BQ0443|---------------------------------------------------------------------|
 BQ0443
 BQ0443                          SUPERSEDED SURVEY CONTROL
 BQ0443
 BQ0443  NAD 83(1986)-  30 18 52.43523(N)    104 25 42.79029(W) AD(       ) 2
 BQ0443  NAD 27      -  30 18 51.89200(N)    104 25 41.07100(W) AD(       ) 2
 BQ0443
 BQ0443.Superseded values are not recommended for survey control.
 BQ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0443.See file dsdata.txt to determine how the superseded data were derived.
 BQ0443
 BQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP5494153781(NAD 83)
 BQ0443_MARKER: DS = TRIANGULATION STATION DISK
 BQ0443_SETTING: 80 = SET IN A BOULDER
 BQ0443_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BQ0443
 BQ0443  HISTORY     - Date     Condition        Report By
 BQ0443  HISTORY     - 1942     MONUMENTED       CGS
 BQ0443  HISTORY     - 1958     GOOD             AMS
 BQ0443
 BQ0443                          STATION DESCRIPTION
 BQ0443
 BQ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0443'BY AIR LINE DISTANCES THE STATION IS ABOUT 19 MILES S OF
 BQ0443'VALENTINE, 20 MILES NE OF CANDELARIA, AND 25 MILES W OF
 BQ0443'MARFA.  IT IS ABOUT 7 MILES E OF BRITES RANCH, ABOUT 1 MILE
 BQ0443'S OF BRITES ROAD LEADING E THROUGH THE GAP TOWARD MARFA,
 BQ0443'ON THE NW END AND HIGHEST POINT ON A PROMINENT BUTTE AS VIEWED
 BQ0443'FROM THE W AND N, ON THE HIGHEST POINT OF THE RIM ON THE E
 BQ0443'SIDE OF CAPOTE DRAW AND IN THE VICINITY.  ONE MILE SW OF
 BQ0443'A LONE SILO AT AN OLD ABANDONED RANCH.
 BQ0443'
 BQ0443'STATION MARKED BY A STANDARD DISK, STAMPED SILO 1942, CEMENTED
 BQ0443'IN A DRILL HOLE IN A BOULDER, WHICH PROJECTS ABOUT 1-1/2
 BQ0443'FEET ABOVE THE GROUND, ON THE NW END AND HIGHEST POINT OF
 BQ0443'A LONG RIDGE, ABOUT 50 FEET S OF THE N EDGE, AND ABOUT 100
 BQ0443'YARDS NE OF THE SW POINT OF RIDGE.
 BQ0443'
 BQ0443'NO UNDERGROUND MARK WAS ESTABLISHED.
 BQ0443'
 BQ0443'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED SILO 1942
 BQ0443'NO. 1, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BQ0443'
 BQ0443'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED SILO NO. 2
 BQ0443'1942, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 2
 BQ0443'BY 3 FEET AND WHICH IS EMBEDDED IN THE GROUND.
 BQ0443'
 BQ0443'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SILO 1942, SET
 BQ0443'IN THE CONCRETE BASE OF THE SILO, 3 FEET W OF THE W SIDE OF
 BQ0443'THE SILO, AND 6 FEET N OF A DRAIN IN THE CONCRETE BASE.
 BQ0443'
 BQ0443'TO REACH FROM THE TRAFFIC LIGHT ON THE HIGHWAY IN MARFA GO
 BQ0443'NW ON U.S. HIGHWAY 90 FOR 10.8 MILES.  TURN LEFT THROUGH
 BQ0443'CATTLE GUARD AND TAKE THE RIGHT FORK, AS PER THE SIGN BRITES.
 BQ0443'FOLLOW THIS MAIN-TRAVELED DIRT ROAD SW AND W 4.6 MILES TO A
 BQ0443'CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE W 3.5
 BQ0443'MILES, KEEP STRAIGHT AHEAD AT CROSS ROAD AND CONTINUE W 7.2
 BQ0443'MILES TO THE LONE SILO ON THE LEFT.  THE AZIMUTH MARK IS HERE.
 BQ0443'CONTINUE ON ROAD WESTERLY 1.0 MILE TO A LOW TANK ON THE LEFT.
 BQ0443'TURN SHARP LEFT HERE AND FOLLOW A TRACK ROAD S TOWARD THE W
 BQ0443'BASE OF THE BUTTE 1.0 MILE TO THE BASE OF THE BUTTE AND THE
 BQ0443'END OF TRUCK TRAVEL.  PACK SE UP THE STEEP SLOPE TO THE
 BQ0443'HIGHEST POINT AND THE STATION.
 BQ0443
 BQ0443                          STATION RECOVERY (1958)
 BQ0443
 BQ0443'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0443'STATION, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BQ0443'
 BQ0443'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE HILL AND
 BQ0443'THE NE CORNER OF A LIGHT V SHAPED FORMATION.  28 FEET NNE
 BQ0443'OF LONE DARK CACTUS.  49 FEET W OF LONE DARK CACTUS.  48 FEET
 BQ0443'S OF LONE DARK BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1229 ***********************************************************************
 CT1229  DESIGNATION -  SILO AT HAWLEY
 CT1229  PID         -  CT1229
 CT1229  STATE/COUNTY-  TX/JONES
 CT1229  USGS QUAD   -  HAWLEY (1987)
 CT1229
 CT1229                         *CURRENT SURVEY CONTROL
 CT1229  ___________________________________________________________________
 CT1229* NAD 83(1993)-  32 37 08.18486(N)    099 48 16.46460(W)     ADJUSTED  
 CT1229* NAVD 88     -                                                        
 CT1229  ___________________________________________________________________
 CT1229  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CT1229  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CT1229
 CT1229  HORZ ORDER  -  THIRD
 CT1229
 CT1229.The horizontal coordinates were established by classical geodetic methods
 CT1229.and adjusted by the National Geodetic Survey in February 1996..
 CT1229
 CT1229
 CT1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1229
 CT1229.The geoid height was determined by GEOID03.
 CT1229
 CT1229;                    North         East     Units Scale Factor Converg.
 CT1229;SPC TXNC     - 2,106,358.034   477,577.311   MT  0.99990095   -0 42 41.4
 CT1229;SPC TXNC     - 6,910,609.65  1,566,851.56   sFT  0.99990095   -0 42 41.4
 CT1229;UTM  14      - 3,609,329.607   424,517.628   MT  0.99967026   -0 26 01.4
 CT1229
 CT1229                          SUPERSEDED SURVEY CONTROL
 CT1229
 CT1229  NAD 83(1986)-  32 37 08.19127(N)    099 48 16.45273(W) AD(       ) 4
 CT1229
 CT1229.Superseded values are not recommended for survey control.
 CT1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1229.See file dsdata.txt to determine how the superseded data were derived.
 CT1229
 CT1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2451809330(NAD 83)
 CT1229_MARKER: 64 = SILO
 CT1229
 CT1229  HISTORY     - Date     Condition        Report By
 CT1229  HISTORY     - 1956     FIRST OBSERVED   USGS
 CT1229
 CT1229                          STATION DESCRIPTION
 CT1229
 CT1229'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CT1229'STATION IS LOCATED ON THE E. SIDE OF THE VILLAGE OF HAWLEY AND IS OF
 CT1229'CONCRETE CONSTRUCTION.
 CT1229'
 CT1229'STATION MARK--CENTER OF SILO.
 CT1229'
 CT1229'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1332 ***********************************************************************
 AJ1332  DESIGNATION -  SILVER
 AJ1332  PID         -  AJ1332
 AJ1332  STATE/COUNTY-  TX/DUVAL
 AJ1332  USGS QUAD   -  SARNOSA HILL (1971)
 AJ1332
 AJ1332                         *CURRENT SURVEY CONTROL
 AJ1332  ___________________________________________________________________
 AJ1332* NAD 83(1993)-  27 48 05.10201(N)    098 38 14.96995(W)     ADJUSTED  
 AJ1332* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 AJ1332  ___________________________________________________________________
 AJ1332  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AJ1332  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AJ1332
 AJ1332  HORZ ORDER  -  FIRST
 AJ1332
 AJ1332.The horizontal coordinates were established by classical geodetic methods
 AJ1332.and adjusted by the National Geodetic Survey in February 1996..
 AJ1332
 AJ1332.The orthometric height was scaled from a topographic map.
 AJ1332
 AJ1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1332
 AJ1332.The geoid height was determined by GEOID03.
 AJ1332
 AJ1332;                    North         East     Units Scale Factor Converg.
 AJ1332;SPC TX S     - 5,236,527.764   286,451.463   MT  0.99999208   -0 03 44.7
 AJ1332;SPC TX S     -17,180,174.84    939,799.51   sFT  0.99999208   -0 03 44.7
 AJ1332;UTM  14      - 3,075,257.343   535,707.998   MT  0.99961574   +0 10 08.7
 AJ1332
 AJ1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1332!SPC TX S     -   0.99996709  x   0.99999208  =   0.99995917
 AJ1332!UTM  14      -   0.99996709  x   0.99961574  =   0.99958284
 AJ1332
 AJ1332:                Primary Azimuth Mark                     Grid Az
 AJ1332:SPC TX S     -  FREER LANE WELLS CO RADIO MAST           033 39 06.7
 AJ1332:UTM  14      -  FREER LANE WELLS CO RADIO MAST           033 25 13.3
 AJ1332
 AJ1332|---------------------------------------------------------------------|
 AJ1332| PID    Reference Object                     Distance      Geod. Az  |
 AJ1332|                                                           dddmmss.s |
 AJ1332| AJ1326 FREER LANE WELLS CO RADIO MAST      APPROX. 7.1 KM 0333522.0 |
 AJ1332| CV3448 SILVER RM 1                          20.821 METERS 13257     |
 AJ1332| CV3449 SILVER RM 2                          21.957 METERS 22829     |
 AJ1332| CV3447 SILVER AZ MK                                       2680823.5 |
 AJ1332| AJ1331 FREER SCHLUMBERGER CORP MAST        APPROX. 0.6 KM 3024306.4 |
 AJ1332| CV3450 SILVER RM 3                          20.075 METERS 34553     |
 AJ1332|---------------------------------------------------------------------|
 AJ1332
 AJ1332                          SUPERSEDED SURVEY CONTROL
 AJ1332
 AJ1332  NAD 83(1986)-  27 48 05.10727(N)    098 38 14.94562(W) AD(       ) 1
 AJ1332  NAD 27      -  27 48 04.03000(N)    098 38 13.88800(W) AD(       ) 1
 AJ1332
 AJ1332.Superseded values are not recommended for survey control.
 AJ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1332.See file dsdata.txt to determine how the superseded data were derived.
 AJ1332
 AJ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3570875257(NAD 83)
 AJ1332_MARKER: DS = TRIANGULATION STATION DISK
 AJ1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1332_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1332
 AJ1332  HISTORY     - Date     Condition        Report By
 AJ1332  HISTORY     - 1935     MONUMENTED       CGS
 AJ1332  HISTORY     - 1942     GOOD             LOCSUR
 AJ1332  HISTORY     - 1961     GOOD             CGS
 AJ1332  HISTORY     - 1967     GOOD             HUMBLE
 AJ1332
 AJ1332                          STATION DESCRIPTION
 AJ1332
 AJ1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1332'STATION IS LOCATED 5-3/4 MILES A LITTLE W OF S OF FREER,
 AJ1332'18.5 MILES NW OF BENAVIDES AND 9 MILES E OF THE DUVAL-WEBB
 AJ1332'COUNTY LINE.  MARK IS SET 47-1/2 FEET N OF EW FENCE LINE.
 AJ1332'MARK IS FLUSH WITH GROUND.
 AJ1332'
 AJ1332'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AJ1332'DISKS SET IN CONCRETE.
 AJ1332'
 AJ1332'REFERENCE MARK NO. 1 IS SET IN EW FENCE LINE.
 AJ1332'
 AJ1332'REFERENCE MARK NO. 2 IS SET IN EW FENCE LINE.
 AJ1332'
 AJ1332'REFERENCE MARK NO. 3 IS SET NNW OF STATION IN PASTURE LAND.
 AJ1332'
 AJ1332'REACHED FROM MAIN STREET IN FREER BY GOING W 1 BLOCK TO
 AJ1332'SOUTHLAND LUMBER COMPANY, THENCE S ON MAIN ROAD FOR 3.9 MILES
 AJ1332'AND TAKE RIGHT FORK.  GO SW FOR 2.35 MILES, THEN TURN LEFT
 AJ1332'S ON DIRT ROAD, GO 0.1 MILE AND TURN E ON CROSS ROAD, GO
 AJ1332'0.15 MILE AND TAKE DIM FORK, FOLLOW THIS DIM FORK SE FOR 0.25
 AJ1332'MILE TO AN EW FENCE LINE AND PIPE LINE.  TURN E AND FOLLOW
 AJ1332'FENCE 0.5 MILE TO TOP OF GRADE AND STATION.
 AJ1332'
 AJ1332'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AJ1332
 AJ1332                          STATION RECOVERY (1942)
 AJ1332
 AJ1332'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942 (LNR)
 AJ1332'RECOVERED BY S.A. SCHLOSSER, GEOPHYSICAL SURVEYS.
 AJ1332'
 AJ1332'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AJ1332
 AJ1332                          STATION RECOVERY (1961)
 AJ1332
 AJ1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1332'THE STATION MARK, REFERENCE MARKS NO. 1, 2 AND 3 WERE RECOVERED
 AJ1332'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS WERE VERIFIED
 AJ1332'TO ALL THE REFERENCE MARKS.  AN AZIMUTH MARK WAS ESTABLISHED
 AJ1332'BY THIS PARTY.  THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AJ1332'
 AJ1332'THE STATION IS ON A LOW BRUSH COVERED HILL APPROXIMATELY
 AJ1332'5-3/4 MILES SOUTH OF FREER, 1 MILE SOUTHWEST OF STATE HIGHWAY
 AJ1332'339 AND ON PROPERTY LEASED BY MR. J.D. WHITE.
 AJ1332'
 AJ1332'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AJ1332'AND STATE HIGHWAY 339 IN FREER, GO SOUTH ON HIGHWAY 339 FOR
 AJ1332'2.4 MILES TO A CROSSROAD AT A ELECTRIC COMPANY SUB STATION
 AJ1332'ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY 339 FOR 1.4 MILES
 AJ1332'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, CROSS CATTLE GUARD,
 AJ1332'AND GO WESTERLY ON A GRADED CLICHE ROAD FOR 2.2 MILES TO A
 AJ1332'TRACK ROAD ON THE LEFT WHERE THE POWER LINE CROSSES THE
 AJ1332'ROAD.  TURN LEFT, SOUTH, ON THE TRACK ROAD FOR 0.15 MILE TO
 AJ1332'A SIDE ROAD ON THE LEFT LEADING TOWARD A RADIO MAST.
 AJ1332'CONTINUE STRAIGHT AHEAD, SOUTH, ON THE TRACK ROAD FOR 0.25
 AJ1332'MILE TO A WIRE GATE AT A POINT WHERE THE POWER LINE
 AJ1332'MAKES A JOG.  (FROM THIS POINT TURN RIGHT, WEST, FOR 129
 AJ1332'FEET TO THE AZIMUTH MARK IN THE FENCE LINE.) TURN LEFT,
 AJ1332'EAST, ALONG THE NORTH SIDE OF THE FENCE FOR 0.35 MILE TO
 AJ1332'THE STATION ON THE LEFT.
 AJ1332'
 AJ1332'THE STATION MARK, A STANDARD DISK STAMPED SILVER 1935, IS
 AJ1332'SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AJ1332'GROUND.  IT IS 48 FEET NORTH OF THE EAST-WEST FENCE.  THE
 AJ1332'UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 AJ1332'
 AJ1332'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SILVER NO
 AJ1332'1 1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 5
 AJ1332'INCHES.  IT IS 1 FOOT NORTH OF THE FENCE.
 AJ1332'
 AJ1332'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SILVER NO
 AJ1332'2 1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6
 AJ1332'INCHES.  IT IS 1 FOOT NORTH OF THE FENCE.
 AJ1332'
 AJ1332'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SILVER NO 3
 AJ1332'1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AJ1332'IT IS 114 FEET NORTH OF THE FENCE.
 AJ1332'
 AJ1332'AZIMUTH MARK, A STANDARD DISK STAMPED SILVER 1935, IS SET
 AJ1332'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 AJ1332'123.5 FEET WEST OF THE CENTER OF A WIRE GATE WHICH IS APPROXIMATELY
 AJ1332'15 FEET WEST OF A POWER POLE, 2 FEET EAST OF A METAL WITNESS
 AJ1332'POST AND 1 FOOT NORTH OF THE FENCE.
 AJ1332'
 AJ1332'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
 AJ1332'
 AJ1332'SEVERAL HOURS CLEARING NEEDED TO SEE THE AZIMUTH MARK FROM
 AJ1332'THE GROUND.
 AJ1332'
 AJ1332'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AJ1332
 AJ1332                          STATION RECOVERY (1967)
 AJ1332
 AJ1332'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AJ1332'STATION, R.M. 1, 2 AND 3 AS WELL AS AZIMUTH MARK WERE FOUND
 AJ1332'IN GOOD CONDITION.  FREER-SCHLUMBERGER CORP., RADIO MAST IS
 AJ1332'NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2145 ***********************************************************************
 AN2145  DESIGNATION -  SILVER
 AN2145  PID         -  AN2145
 AN2145  STATE/COUNTY-  TX/BEE
 AN2145  USGS QUAD   -  PAPALOTE (1979)
 AN2145
 AN2145                         *CURRENT SURVEY CONTROL
 AN2145  ___________________________________________________________________
 AN2145* NAD 83(1993)-  28 10 43.93093(N)    097 32 52.25853(W)     ADJUSTED  
 AN2145* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AN2145  ___________________________________________________________________
 AN2145  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AN2145  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN2145
 AN2145  HORZ ORDER  -  THIRD
 AN2145
 AN2145.The horizontal coordinates were established by classical geodetic methods
 AN2145.and adjusted by the National Geodetic Survey in February 1996..
 AN2145
 AN2145.The orthometric height was scaled from a topographic map.
 AN2145
 AN2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2145
 AN2145.The geoid height was determined by GEOID03.
 AN2145
 AN2145;                    North         East     Units Scale Factor Converg.
 AN2145;SPC TXSC     - 4,039,182.564   742,605.273   MT  1.00006496   +0 42 41.1
 AN2145;SPC TXSC     -13,251,884.80  2,436,364.13   sFT  1.00006496   +0 42 41.1
 AN2145;SPC TX S     - 5,278,704.048   393,509.187   MT  1.00010573   +0 25 56.2
 AN2145;SPC TX S     -17,318,548.20  1,291,038.06   sFT  1.00010573   +0 25 56.2
 AN2145;UTM  14      - 3,117,870.120   642,551.150   MT  0.99985080   +0 41 09.1
 AN2145
 AN2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2145!SPC TXSC     -   1.00000066  x   1.00006496  =   1.00006562
 AN2145!SPC TX S     -   1.00000066  x   1.00010573  =   1.00010639
 AN2145!UTM  14      -   1.00000066  x   0.99985080  =   0.99985146
 AN2145
 AN2145:                Primary Azimuth Mark                     Grid Az
 AN2145:SPC TXSC     -  SILVER AZ MK                             088 57 23.9
 AN2145:SPC TX S     -  SILVER AZ MK                             089 14 08.8
 AN2145:UTM  14      -  SILVER AZ MK                             088 58 55.9
 AN2145
 AN2145|---------------------------------------------------------------------|
 AN2145| PID    Reference Object                     Distance      Geod. Az  |
 AN2145|                                                           dddmmss.s |
 AN2145| CV6332 SILVER AZ MK                                       0894005.0 |
 AN2145| CV6333 SILVER RM 1                          21.861 METERS 17538     |
 AN2145| CV6334 SILVER RM 2                          20.071 METERS 26840     |
 AN2145|---------------------------------------------------------------------|
 AN2145
 AN2145                          SUPERSEDED SURVEY CONTROL
 AN2145
 AN2145  NAD 83(1986)-  28 10 43.93865(N)    097 32 52.23988(W) AD(       ) 3
 AN2145  NAD 27      -  28 10 42.90900(N)    097 32 51.26500(W) AD(       ) 3
 AN2145
 AN2145.Superseded values are not recommended for survey control.
 AN2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2145.See file dsdata.txt to determine how the superseded data were derived.
 AN2145
 AN2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4255117870(NAD 83)
 AN2145_MARKER: DS = TRIANGULATION STATION DISK
 AN2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2145
 AN2145  HISTORY     - Date     Condition        Report By
 AN2145  HISTORY     - 1952     MONUMENTED       CGS
 AN2145  HISTORY     - 1984     GOOD             TXHD
 AN2145
 AN2145                          STATION DESCRIPTION
 AN2145
 AN2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2145'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE NORTHEAST OF
 AN2145'SINTON.  9.5 MILES AIRLINE SOUTHEAST OF SKIDMORE.  0.75
 AN2145'MILE NORTH OF WHERE SAN PATRICIO COUNTY, REFUGIO COUNTY
 AN2145'AND BEE COUNTY ALL JOINS.  71 FEET EAST OF A T-FENCE CORNER.
 AN2145'70 FEET EAST OF A DISK SET IN THE TOP OF A 4 BY 4 CONCRETE
 AN2145'POST THAT PROJECTS 6 INCHES AND IS STAMPED JAMIE LAMBERT
 AN2145'1935 SE COR.  25 FEET NORTH OF AN EAST-WEST DIRT ROAD AND
 AN2145'7 FEET WEST OF A 4 BY 4 WITNESS POST.  THE MARK IS STAMPED
 AN2145'SILVER 1952 AND PROJECTS 6 INCHES.
 AN2145'
 AN2145'TO REACH THE STATION FROM THE POST OFFICE IN PAPALOTE, GO
 AN2145'SOUTH ON U.S. HIGHWAY 181 FOR 0.1 MILE TO A SIDE ROAD LEFT.
 AN2145'TURN LEFT CROSSING RAILROAD TRACKS, THEN RIGHT AT THE CHURCH,
 AN2145'THEN TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 2.7 MILES
 AN2145'TO A ROAD FORK.  TURN LEFT AND FOLLOW THE GRADED ROAD FOR
 AN2145'0.9 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AN2145'
 AN2145'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AN2145'POSTS.
 AN2145'
 AN2145'REFERENCE MARK NO. 1 IS 51 FEET SOUTH OF THE CENTER LINE
 AN2145'OF AN EAST-WEST DIRT ROAD.  THE MARK IS STAMPED SILVER NO
 AN2145'1 1952 AND PROJECTS 5 INCHES.
 AN2145'
 AN2145'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE CENTER LINE
 AN2145'OF AN EAST-WEST DIRT ROAD AND 5 FEET EAST OF A T-FENCE CORNER.
 AN2145'THE MARK IS STAMPED SILVER NO 2 1952 AND PROJECTS 4 INCHES.
 AN2145'
 AN2145'THE AZIMUTH MARK IS 21.5 FEET NORTH OF THE CENTER LINE OF
 AN2145'AN EAST-WEST DIRT ROAD.  4 FEET WEST OF A 4 BY 4 WITNESS
 AN2145'POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS STAMPED
 AN2145'SILVER 1952 AND PROJECTS 8 INCHES.
 AN2145'
 AN2145'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT
 AN2145'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AN2145
 AN2145                          STATION RECOVERY (1984)
 AN2145
 AN2145'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 AN2145'STATION, RM 1, AZ MARK RECOVERED IN GOOD CONDITION - RM 2 APPEARS
 AN2145'TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1409 ***********************************************************************
 BZ1409  DESIGNATION -  SILVER
 BZ1409  PID         -  BZ1409
 BZ1409  STATE/COUNTY-  TX/NAVARRO
 BZ1409  USGS QUAD   -  PURDON (1978)
 BZ1409
 BZ1409                         *CURRENT SURVEY CONTROL
 BZ1409  ___________________________________________________________________
 BZ1409* NAD 83(1993)-  31 59 14.37655(N)    096 37 27.12391(W)     ADJUSTED  
 BZ1409* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 BZ1409  ___________________________________________________________________
 BZ1409  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 BZ1409  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BZ1409
 BZ1409  HORZ ORDER  -  SECOND
 BZ1409
 BZ1409.The horizontal coordinates were established by classical geodetic methods
 BZ1409.and adjusted by the National Geodetic Survey in February 1996..
 BZ1409
 BZ1409.The orthometric height was scaled from a topographic map.
 BZ1409
 BZ1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1409
 BZ1409.The geoid height was determined by GEOID03.
 BZ1409
 BZ1409;                    North         East     Units Scale Factor Converg.
 BZ1409;SPC TXNC     - 2,037,142.273   777,272.824   MT  1.00004364   +1 01 23.0
 BZ1409;SPC TXNC     - 6,683,524.27  2,550,102.59   sFT  1.00004364   +1 01 23.0
 BZ1409;UTM  14      - 3,541,497.106   724,466.205   MT  1.00022142   +1 15 32.6
 BZ1409
 BZ1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1409!SPC TXNC     -   0.99998126  x   1.00004364  =   1.00002490
 BZ1409!UTM  14      -   0.99998126  x   1.00022142  =   1.00020267
 BZ1409
 BZ1409:                Primary Azimuth Mark                     Grid Az
 BZ1409:SPC TXNC     -  CORSICANA ST ORPHANS HOME TANK           046 46 40.2
 BZ1409:UTM  14      -  CORSICANA ST ORPHANS HOME TANK           046 32 30.6
 BZ1409
 BZ1409|---------------------------------------------------------------------|
 BZ1409| PID    Reference Object                     Distance      Geod. Az  |
 BZ1409|                                                           dddmmss.s |
 BZ1409| CS2695 CORSICANA ST ORPHANS HOME TANK      APPROX.14.4 KM 0474803.2 |
 BZ1409| CV9213 SILVER AZ MK                                       0521250.7 |
 BZ1409| CV9214 SILVER RM 1                          41.434 METERS 13342     |
 BZ1409| CV9215 SILVER RM 2                          32.153 METERS 22235     |
 BZ1409|---------------------------------------------------------------------|
 BZ1409
 BZ1409                          SUPERSEDED SURVEY CONTROL
 BZ1409
 BZ1409  NAD 83(1986)-  31 59 14.38516(N)    096 37 27.10452(W) AD(       ) 2
 BZ1409  NAD 27      -  31 59 13.82400(N)    096 37 26.14700(W) AD(       ) 2
 BZ1409
 BZ1409.Superseded values are not recommended for survey control.
 BZ1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1409.See file dsdata.txt to determine how the superseded data were derived.
 BZ1409
 BZ1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA2446641497(NAD 83)
 BZ1409_MARKER: DS = TRIANGULATION STATION DISK
 BZ1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1409
 BZ1409  HISTORY     - Date     Condition        Report By
 BZ1409  HISTORY     - 1948     MONUMENTED       CGS
 BZ1409
 BZ1409                          STATION DESCRIPTION
 BZ1409
 BZ1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1409'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF CORSICANA AND
 BZ1409'8 MILES NORTHEAST OF DAWSON, AND ON THE RIGHT-OF-WAY OF STATE
 BZ1409'HIGHWAY 31.  IT IS 74 FEET NORTHWEST OF THE CENTERLINE OF THE
 BZ1409'HIGHWAY, 57 FEET SOUTH OF A FENCE CORNER AND 9 FEET NORTH OF A
 BZ1409'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 BZ1409'DISC IS STAMPED, SILVER 1948.
 BZ1409'
 BZ1409'REFERENCE MARK NO. 1 IS 135.94 FEET SOUTHEAST OF THE STATION, ON
 BZ1409'THE OPPOSITE SIDE OF THE ROAD FROM THE STATION, 61 FEET SOUTHEAST
 BZ1409'OF THE CENTER LINE OF THE HIGHWAY AND 1-1/4 FEET NORTH OF THE
 BZ1409'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 BZ1409'THE DISC IS STAMPED, SILVER NO 1 1948.
 BZ1409'
 BZ1409'REFERENCE MARK NO. 2 IS 105.49 FEET SOUTHWEST OF THE STATION,
 BZ1409'ON THE RIGHT-OF-WAY OF THE HIGHWAY, 70 FEET NORTHWEST OF THE
 BZ1409'CENTER LINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND
 BZ1409'THE DISC IS STAMPED, SILVER NO 2 1948.
 BZ1409'
 BZ1409'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHEAST OF THE STATION,
 BZ1409'ON THE RIGHT-OF-WAY OF STATE HIGHWAY 31, 90 FEET SOUTHEAST OF THE
 BZ1409'CENTER LINE OF THE HIGHWAY, AND NEAR THE RIGHT-OF-WAY FENCE LINE
 BZ1409'AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 BZ1409'ABOUT 6 INCHES AND THE DISC IS STAMPED, SILVER 1948.
 BZ1409'
 BZ1409'STATION WAS REACHED FROM THE JUNCTION OF FARM ROAD 709 AND
 BZ1409'STATE HIGHWAYS 31 AND 22, BY GOING WEST AND SOUTHWEST ON STATE
 BZ1409'HIGHWAY 31 FOR 11.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 BZ1409'DESCRIBED.  (THIS IS THE TOP OF THE FIRST ELEVATION NORTHEAST OF
 BZ1409'THE STATION.) CONTINUE 0.3 MILE ON THE HIGHWAY TO THE STATION ON
 BZ1409'THE RIGHT AS DESCRIBED ABOVE.
 BZ1409'
 BZ1409'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3022 ***********************************************************************
 CS3022  DESIGNATION -  SILVER
 CS3022  PID         -  CS3022
 CS3022  STATE/COUNTY-  TX/TARRANT
 CS3022  USGS QUAD   -  LAKE WORTH (1982)
 CS3022
 CS3022                         *CURRENT SURVEY CONTROL
 CS3022  ___________________________________________________________________
 CS3022* NAD 83(1993)-  32 49 35.53678(N)    097 28 48.81961(W)     ADJUSTED  
 CS3022* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 CS3022  ___________________________________________________________________
 CS3022  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CS3022  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CS3022
 CS3022  HORZ ORDER  -  FIRST
 CS3022
 CS3022.The horizontal coordinates were established by classical geodetic methods
 CS3022.and adjusted by the National Geodetic Survey in February 1996..
 CS3022
 CS3022.The orthometric height was scaled from a topographic map.
 CS3022
 CS3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3022
 CS3022.The geoid height was determined by GEOID03.
 CS3022
 CS3022;                    North         East     Units Scale Factor Converg.
 CS3022;SPC TXNC     - 2,129,081.239   695,474.120   MT  0.99988029   +0 33 22.2
 CS3022;SPC TXNC     - 6,985,160.70  2,281,734.68   sFT  0.99988029   +0 33 22.2
 CS3022;UTM  14      - 3,633,080.095   642,254.887   MT  0.99984953   +0 49 26.4
 CS3022
 CS3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3022!SPC TXNC     -   0.99997081  x   0.99988029  =   0.99985110
 CS3022!UTM  14      -   0.99997081  x   0.99984953  =   0.99982034
 CS3022
 CS3022|---------------------------------------------------------------------|
 CS3022| PID    Reference Object                     Distance      Geod. Az  |
 CS3022|                                                           dddmmss.s |
 CS3022| CS3035 SILVER 2                             53.617 METERS 03338     |
 CS3022| CS3034 SILVER A POINT                       52.835 METERS 05932     |
 CS3022| CY2288 SILVER RM 1                          34.003 METERS 06628     |
 CS3022| CS3017 SANSOM PARK WATER TANK              APPROX. 7.0 KM 1132459.0 |
 CS3022| CS3033 SILVER AZ MK                        410.739 METERS 1253330.7 |
 CS3022| CS2980 FORT WORTH ARLINGTN HTS MUN TK      APPROX.12.6 KM 1432340.4 |
 CS3022| CS2977 FORT WORTH ARL HTS TEX CO TK        APPROX.11.6 KM 1544920.9 |
 CS3022| CS3031 FORT WORTH AIRCRAFT PLANT N TK      APPROX. 6.4 KM 1550848.3 |
 CS3022| CS3030 FORT WORTH AIRCRAFT PLANT S TK      APPROX. 6.4 KM 1552615.1 |
 CS3022| CY2290 SILVER RM 3                          10.283 METERS 25950     |
 CS3022| CY2289 SILVER RM 2                          33.772 METERS 32642     |
 CS3022| CS3141 AZLE WATER TANK                     APPROX. 8.4 KM 3282614.0 |
 CS3022|---------------------------------------------------------------------|
 CS3022
 CS3022                          SUPERSEDED SURVEY CONTROL
 CS3022
 CS3022  NAD 83(1993)-  32 49 35.53924(N)    097 28 48.80333(W) AD(       ) 1
 CS3022  NAD 83(1986)-  32 49 35.54019(N)    097 28 48.80302(W) AD(       ) 1
 CS3022  NAD 27      -  32 49 35.08000(N)    097 28 47.72700(W) AD(       ) 1
 CS3022
 CS3022.Superseded values are not recommended for survey control.
 CS3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3022.See file dsdata.txt to determine how the superseded data were derived.
 CS3022
 CS3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4225533080(NAD 83)
 CS3022_MARKER: DZ = AZIMUTH MARK DISK
 CS3022_SETTING: 0 = UNSPECIFIED SETTING
 CS3022
 CS3022  HISTORY     - Date     Condition        Report By
 CS3022  HISTORY     - 1946     MONUMENTED       CGS
 CS3022  HISTORY     - 1956     GOOD             CGS
 CS3022  HISTORY     - 1959     GOOD             CGS
 CS3022  HISTORY     - 1966     GOOD             CGS
 CS3022  HISTORY     - 1974     GOOD             NGS
 CS3022  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CS3022  HISTORY     - 20030429 MARK NOT FOUND   GEOCAC
 CS3022  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS3022
 CS3022                          STATION DESCRIPTION
 CS3022
 CS3022'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3022'STATION IS LOCATED ALONG TEXAS HIGHWAY 199, ABOUT 10 MILES NW
 CS3022'OF FORT WORTH, OPPOSITE HIENIES SERVICE STATION.  IT IS 105 FEET
 CS3022'N OF A SIGN SILVER CREST HEREFORDS, 68 FEET W OF THE APPROXIMATE
 CS3022'CENTER LINE OF HIGHWAY 199, AND STAMPED SILVER 1946.
 CS3022'
 CS3022'STATION AND UNDERGROUND MARKS ARE BRONZE AZIMUTH DISKS SET IN
 CS3022'THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED SILVER 1946.
 CS3022'
 CS3022'REFERENCE MARK 1 IS 111.56 FEET NE OF THE STATION.  IT IS 46
 CS3022'FEET NW OF THE APPROXIMATE CENTER OF A DIRT ROAD, 38 FEET N OF
 CS3022'THE APPROXIMATE CENTER OF HIGHWAY 199, AND 28 FEET W OF A FLAGPOLE.
 CS3022'IT IS A BRONZE REFERENCE MARK STAMPED SILVER NO 1 1946, AND IS
 CS3022'SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS 3 INCHES.
 CS3022'
 CS3022'REFERENCE MARK 2 IS 110.80 FEET NW OF THE STATION.  IT IS 51 FEET
 CS3022'W OF THE APPROXIMATE CENTER OF HIGHWAY 199 AND 4 FEET S OF
 CS3022'A TELEPHONE POLE.  IT IS A BRONZE REFERENCE MARK STAMPED SILVER
 CS3022'NO 2 1946, AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3022'3 INCHES.
 CS3022'
 CS3022'AZIMUTH MARK IS 0.3 MILE SE OF THE STATION.  IT IS 48 FEET W
 CS3022'OF THE APPROXIMATE CENTER OF HIGHWAY 199, 2 FEET S OF A WHITE
 CS3022'WOODEN WITNESS POST, AND 1-1/2 FEET NE OF A FENCE.  IT IS A BRONZE
 CS3022'AZIMUTH MARK STAMPED SILVER 1946, AND IS SET IN THE TOP OF A
 CS3022'CONCRETE POST.  IT PROJECTS 4 INCHES.
 CS3022'
 CS3022'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 199 AND
 CS3022'WHITE SETTLEMENT ROAD, GO NW ON HIGHWAY 199 FOR 9.7 MILES
 CS3022'TO AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE STRAIGHT
 CS3022'AHEAD ON HIGHWAY 199 FOR 0.3 MILE TO STATION ON LEFT AS DESCRIBED.
 CS3022'
 CS3022'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3022
 CS3022                          STATION RECOVERY (1956)
 CS3022
 CS3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (BG)
 CS3022'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK MAY HAVE BEEN DESTROYED
 CS3022'BY NEW HIGHWAY CONSTRUCTION.
 CS3022'
 CS3022'TO REACH THE STATION GO NORTHWEST ALONG HIGHWAY APPROXIMATELY
 CS3022'3.1 MILES FROM THE NORTHWEST END OF LAKE WORTH BRIDGE.  STATION
 CS3022'IS ABOUT 140 FEET NORTH OF CENTER LINE OF FARM ROAD NO. 1886
 CS3022'LEADING WEST FROM HIGHWAY.
 CS3022
 CS3022                          STATION RECOVERY (1959)
 CS3022
 CS3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS3022'THE STATION, AZIMUTH AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 CS3022'GOOD CONDITION.  R.M. NO. 1 HAS BEEN DESTROYED BY FREE-WAY
 CS3022'CONSTRUCTION.
 CS3022'
 CS3022'THE STATION IS IN THE WEST POINT OF THE INTERSECTION OF FREE-WAY
 CS3022'199 AND F.M. ROAD 1886, ABOUT 45 YARDS NORTHWEST OF THE CENTERLINE
 CS3022'OF 1886, 34 FEET NORTHEAST OF A CONCRETE PIER WHICH IS ABOUT
 CS3022'1 FOOT HIGH AND 2 FEET SQUARE AND 20.4 FEET SOUTH OF A CONCRETE
 CS3022'RIGHT-OF-WAY POST.  THE MARK IS A DISK STAMPED SILVER 1946
 CS3022'IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES AND IS 15
 CS3022'FEET NORTH OF THE NORTH END OF A LARGE BILLBOARD.
 CS3022'
 CS3022'REFERENCE NO. 2 IS 2 FEET WEST OF A POWER POLE AND IN THE
 CS3022'APPROXIMATE SOUTHWEST RIGHT-OF-WAY LINE OF THE EXPRESSWAY,
 CS3022'THE MARK PROJECTS 6 INCHES.
 CS3022'
 CS3022'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST, 27 YARDS SOUTHEAST
 CS3022'OF AN ENTRANCE GATE IN A WOVEN WIRE FENCE, 18 INCHES NORTHEAST
 CS3022'OF THE FENCE AND PROJECTS 4 INCHES.
 CS3022
 CS3022                          STATION RECOVERY (1966)
 CS3022
 CS3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS3022'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CS3022'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 CS3022'TO BE DESTROYED.  THE SURFACE STATION MARK WAS REINFORCED AND
 CS3022'A NEW REFERENCE MARK WAS SET.  A COMPLETE DESCRIPTION IS AS
 CS3022'FOLLOWS--THE STATION IS ABOUT 5 MILES SOUTHEAST OF AZLE, AND
 CS3022'2 MILES WEST OF LAKE WORTH, ALONG THE SOUTHWEST RIGHT-OF-WAY
 CS3022'OF STATE HIGHWAY 199, IN THE WEST ANGLE OF THE JUNCTION OF
 CS3022'F.M. HIGHWAY 1886 AND STATE HIGHWAY 199.
 CS3022'
 CS3022'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE CROSSING
 CS3022'LAKE WORTH, GO WEST ON STATE HIGHWAY 199 FOR 2.0 MILES TO THE
 CS3022'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 CS3022'GO SOUTHEAST ALONG THE SERVICE ROAD FOR 0.25 MILE TO THE MARK
 CS3022'ON THE RIGHT.
 CS3022'
 CS3022'STATION MARK, A STANDARD DISK, STAMPED SILVER 1946, IS SET IN A
 CS3022'12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 CS3022'134 FEET NORTHWEST OF THE CENTER LINE OF F.M. 1886, AND 68
 CS3022'FEET SOUTHWEST OF THE SERVICE ROAD ALONG STATE HIGHWAY 199.
 CS3022'
 CS3022'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED SILVER NO 2 1946,
 CS3022'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 CS3022'IT IS 244 FEET NORTHWEST OF THE CENTER LINE OF F.M. HIGHWAY
 CS3022'1886, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE SERVICE ROAD,
 CS3022'AND 2 FEET WEST OF A POWER LINE POLE.
 CS3022'
 CS3022'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED SILVER 1946 NO 3
 CS3022'1966, IS CEMENTED IN A DRILL HOLE IN A 2 FT. BY 2 FT. CONCRETE
 CS3022'BLOCK WHICH PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE OF THE
 CS3022'GROUND.  IT IS 145 FEET NORTHWEST OF THE CENTER LINE OF F.M.
 CS3022'HIGHWAY 1886, AND 96 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CS3022'SERVICE ROAD.
 CS3022'
 CS3022'AZIMUTH MARK, A STANDARD DISK, STAMPED SILVER 1946, IS SET IN A
 CS3022'12 IN X 12 IN CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 CS3022'SURFACE OF THE GROUND.  IT IS 48 FEET SOUTH OF THE CENTER LINE
 CS3022'OF THE SOUTH SERVICE ROAD, 79 FEET EAST OF THE CENTER OF A
 CS3022'PRIVATE DRIVEWAY, 2 FEET NORTH OF A WOOVEN WIRE FENCE, AND 2
 CS3022'FEET WEST OF A 4 IN X 4 IN WOODEN WITNESS POST.
 CS3022'
 CS3022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES WEST
 CS3022
 CS3022                          STATION RECOVERY (1974)
 CS3022
 CS3022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CS3022'THE STATION WAS RECOVERED AS DESCRIBED IN 1966 AND ALL MARKS WERE
 CS3022'FOUND IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARKS WILL
 CS3022'BE DESTROYED IN THE NEAR FUTURE BY THE CONSTRUCTION OF A DRIVE-IN
 CS3022'RESTAURANT.
 CS3022'
 CS3022'SILVER 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA AND A TIE
 CS3022'MADE BETWEEN THE STATION.
 CS3022'
 CS3022'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 CS3022'
 CS3022'SEE DESCRIPTION TO SILVER 2 1974.
 CS3022'
 CS3022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LAKEWORTH 3 MILES
 CS3022'NW.
 CS3022
 CS3022                          STATION RECOVERY (2001)
 CS3022
 CS3022'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3022'MARK NOT FOUND.
 CS3022
 CS3022                          STATION RECOVERY (2003)
 CS3022
 CS3022'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS3022'MARK NOT FOUND.
 CS3022
 CS3022                          STATION RECOVERY (2004)
 CS3022
 CS3022'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS3022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1411 ***********************************************************************
 DN1411  DESIGNATION -  SILVER
 DN1411  PID         -  DN1411
 DN1411  STATE/COUNTY-  TX/MONTAGUE
 DN1411  USGS QUAD   -  RINGGOLD (1968)
 DN1411
 DN1411                         *CURRENT SURVEY CONTROL
 DN1411  ___________________________________________________________________
 DN1411* NAD 83(1993)-  33 47 37.00006(N)    097 56 46.95057(W)     ADJUSTED  
 DN1411* NAVD 88     -       295.7    (meters)     970.     (feet)  VERTCON   
 DN1411  ___________________________________________________________________
 DN1411  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 DN1411  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN1411
 DN1411  HORZ ORDER  -  FIRST
 DN1411
 DN1411.The horizontal coordinates were established by classical geodetic methods
 DN1411.and adjusted by the National Geodetic Survey in February 1996..
 DN1411
 DN1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1411
 DN1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1411
 DN1411.The geoid height was determined by GEOID03.
 DN1411
 DN1411;                    North         East     Units Scale Factor Converg.
 DN1411;SPC TXNC     - 2,235,999.708   651,267.400   MT  0.99995632   +0 18 07.0
 DN1411;SPC TXNC     - 7,335,942.38  2,136,699.79   sFT  0.99995632   +0 18 07.0
 DN1411;UTM  14      - 3,739,771.216   597,536.770   MT  0.99971728   +0 35 09.9
 DN1411
 DN1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1411!SPC TXNC     -   0.99995779  x   0.99995632  =   0.99991411
 DN1411!UTM  14      -   0.99995779  x   0.99971728  =   0.99967508
 DN1411
 DN1411:                Primary Azimuth Mark                     Grid Az
 DN1411:SPC TXNC     -  TERRAL MUNICIPAL TANK                    004 05 37.0
 DN1411:UTM  14      -  TERRAL MUNICIPAL TANK                    003 48 34.1
 DN1411
 DN1411|---------------------------------------------------------------------|
 DN1411| PID    Reference Object                     Distance      Geod. Az  |
 DN1411|                                                           dddmmss.s |
 DN1411| DN1414 TERRAL MUNICIPAL TANK               APPROX.11.5 KM 0042344.0 |
 DN1411| DN1412 BLEVINS                             APPROX. 5.3 KM 0372220.3 |
 DN1411| DO0665 BELLEVUE MUNICIPAL TANK             APPROX.18.6 KM 2000309.1 |
 DN1411| DO0664 ATT CO RELAY TOWER KKO 30           APPROX.13.4 KM 2101654.2 |
 DN1411| CY2292 SILVER RM 1                          37.792 METERS 22932     |
 DN1411| CY2293 SILVER RM 2                           9.527 METERS 32811     |
 DN1411| CY2291 SILVER AZ MK                                       3530815.4 |
 DN1411|---------------------------------------------------------------------|
 DN1411
 DN1411                          SUPERSEDED SURVEY CONTROL
 DN1411
 DN1411  NAD 83(1993)-  33 47 37.00058(N)    097 56 46.94959(W) AD(       ) 1
 DN1411  NAD 83(1986)-  33 47 37.00330(N)    097 56 46.93825(W) AD(       ) 1
 DN1411  NAD 27      -  33 47 36.63830(N)    097 56 45.80730(W) AD(       ) 1
 DN1411  NGVD 29 (07/19/86)  295.6    (m)          970.     (f) VERT ANG       
 DN1411
 DN1411.Superseded values are not recommended for survey control.
 DN1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1411.See file dsdata.txt to determine how the superseded data were derived.
 DN1411
 DN1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9753739771(NAD 83)
 DN1411_MARKER: DS = TRIANGULATION STATION DISK
 DN1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1411
 DN1411  HISTORY     - Date     Condition        Report By
 DN1411  HISTORY     - 1956     MONUMENTED       CGS
 DN1411  HISTORY     - 1966     GOOD             CGS
 DN1411  HISTORY     - 1967     GOOD             CGS
 DN1411  HISTORY     - 1983     GOOD             OKDOT
 DN1411  HISTORY     - 19980214 GOOD             USPSQD
 DN1411
 DN1411                          STATION DESCRIPTION
 DN1411
 DN1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1411'THE STATION IS LOCATED ABOUT 1.8 MILES SOUTH OF THE RAILROAD
 DN1411'STATION IN RINGGOLD AND ABOUT 0.5 MILE WEST OF U.S. HIGHWAY
 DN1411'81 ON THE HIGHEST PART OF A PROMINENT GRASS COVERED HILL, 138
 DN1411'FEET NORTHEAST OF THE EAST END OF A WIRE GATE AND 82 FEET NORTH OF
 DN1411'AN EAST-WEST FENCE LINE.  IT IS STAMPED SILVER 1956 AND IS
 DN1411'FLUSH WITH THE GROUND SURFACE.
 DN1411'
 DN1411'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE EAST END OF A
 DN1411'WIRE GATE, 3 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH
 DN1411'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED SILVER NO 1 1956
 DN1411'AND IS FLUSH WITH THE GROUND SURFACE.
 DN1411'
 DN1411'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE AND ON ABOUT THE
 DN1411'SAME ELEVATION AS THE STATION.  IT IS STAMPED SILVER NO 2 1956
 DN1411'AND IS FLUSH WITH THE GROUND SURFACE.
 DN1411'
 DN1411'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 132.4 FEET.
 DN1411'
 DN1411'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 60 FEET WEST
 DN1411'OF THE NORTHWEST CORNER OF A HOUSE, 25 FEET EAST OF THE CENTER
 DN1411'OF A GRAVELED ROAD, 15 FEET SOUTH OF A FENCE CORNER, 2 FEET
 DN1411'SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH
 DN1411'FENCE LINE.  IT IS STAMPED SILVER 1956 AND IS FLUSH WITH THE
 DN1411'GROUND SURFACE.
 DN1411'
 DN1411'TO REACH THE STATION FROM THE RAILROAD STATION IN RINGGOLD, GO
 DN1411'SOUTH FOR 0.05 MILE TO U.S. HIGHWAY 82, CONTINUE STRAIGHT
 DN1411'AHEAD, SOUTH, FOR 1.35 MILES TO A FARM HOUSE AT A JOG IN THE
 DN1411'ROAD.  (AZIMUTH MARK IS JUST WEST OF THE HOUSE.) PASS THROUGH
 DN1411'GATE JUST WEST OF HOUSE AND GO SOUTH ON TRACK ROAD FOR 0.3
 DN1411'MILE TO HIGHEST PART OF HILL AND STATION AS DESCRIBED.
 DN1411'
 DN1411'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DN1411
 DN1411                          STATION RECOVERY (1966)
 DN1411
 DN1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 DN1411'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 DN1411'WERE RECOVERED AS DESCRIBED IN 1956.
 DN1411
 DN1411                          STATION RECOVERY (1967)
 DN1411
 DN1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DN1411'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 AND THE AZIMUTH
 DN1411'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 DN1411'DESCRIBED IN 1956.
 DN1411'
 DN1411'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 DN1411'NUMBER 1.
 DN1411'
 DN1411'A NEW ROUTE TO THE STATION FOLLOWS.  TO REACH THE STATION FROM
 DN1411'THE RAILROAD STATION IN RINGGOLD, GO SOUTH FOR 0.05 MILE TO
 DN1411'U.S. HIGHWAY 82, CONTINUE SOUTH ACROSS U.S. HIGHWAY 82 ON GRADED
 DN1411'ROAD FOR 1.3 MILES TO A DESERTED HOUSE ON THE LEFT.  (AZIMUTH MARK
 DN1411'IS IN FENCE LINE JUST WEST OF THE HOUSE.)  PASS THROUGH WIRE GATE
 DN1411'WEST OF HOUSE AND CONTINUE SOUTH ON A TRACK ROAD FOR 0.3 MILE
 DN1411'THROUGH A PASTURE TO HIGHEST PART OF HILL AND STATION AS
 DN1411'DESCRIBED.
 DN1411
 DN1411                          STATION RECOVERY (1983)
 DN1411
 DN1411'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1983 (BEG)
 DN1411'SILVER IN GOOD CONDITION.
 DN1411'
 DN1411'R.M. NO. 1 IN GOOD CONDITION.
 DN1411'
 DN1411'R.M. NO. 2 IN GOOD CONDITION.
 DN1411'
 DN1411'AZIMUTH MARK DESTROYED.
 DN1411'
 DN1411'SET STEEL WITNESS POST WITH SIGN 3 FEET SOUTH OF STATION.
 DN1411
 DN1411                          STATION RECOVERY (1998)
 DN1411
 DN1411'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0823 ***********************************************************************
 EN0823  DESIGNATION -  SILVER
 EN0823  PID         -  EN0823
 EN0823  STATE/COUNTY-  TX/BRISCOE
 EN0823  USGS QUAD   -  HAY LAKE (1967)
 EN0823
 EN0823                         *CURRENT SURVEY CONTROL
 EN0823  ___________________________________________________________________
 EN0823* NAD 83(1993)-  34 27 51.66230(N)    101 13 00.35211(W)     ADJUSTED  
 EN0823* NAVD 88     -       980.0    (meters)    3215.     (feet)  VERTCON   
 EN0823  ___________________________________________________________________
 EN0823  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 EN0823  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EN0823
 EN0823  HORZ ORDER  -  FIRST
 EN0823
 EN0823.The horizontal coordinates were established by classical geodetic methods
 EN0823.and adjusted by the National Geodetic Survey in February 1996..
 EN0823
 EN0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0823
 EN0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0823
 EN0823.The geoid height was determined by GEOID03.
 EN0823
 EN0823;                    North         East     Units Scale Factor Converg.
 EN0823;SPC TX N     - 1,051,552.586   226,024.632   MT  1.00004820   +0 09 50.9
 EN0823;SPC TX N     - 3,449,968.78    741,549.15   sFT  1.00004820   +0 09 50.9
 EN0823;UTM  14      - 3,815,873.833   296,388.825   MT  1.00011103   -1 15 17.6
 EN0823
 EN0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0823!SPC TX N     -   0.99985048  x   1.00004820  =   0.99989867
 EN0823!UTM  14      -   0.99985048  x   1.00011103  =   0.99996149
 EN0823
 EN0823|---------------------------------------------------------------------|
 EN0823| PID    Reference Object                     Distance      Geod. Az  |
 EN0823|                                                           dddmmss.s |
 EN0823| CJ8490 SILVER RM 1                          30.350 METERS 02024     |
 EN0823| CJ8491 SILVER RM 2                           8.340 METERS 09935     |
 EN0823| CJ8489 SILVER AZ MK                                       2722423.0 |
 EN0823|---------------------------------------------------------------------|
 EN0823
 EN0823                          SUPERSEDED SURVEY CONTROL
 EN0823
 EN0823  NAD 83(1993)-  34 27 51.66483(N)    101 13 00.34929(W) AD(       ) 1
 EN0823  NAD 83(1986)-  34 27 51.66746(N)    101 13 00.34665(W) AD(       ) 1
 EN0823  NAD 27      -  34 27 51.44055(N)    101 12 58.78356(W) AD(       ) 1
 EN0823  NGVD 29 (07/28/98)  979.6    (m)         3214.     (f) VERT ANG       
 EN0823
 EN0823.Superseded values are not recommended for survey control.
 EN0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0823.See file dsdata.txt to determine how the superseded data were derived.
 EN0823
 EN0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9638915874(NAD 83)
 EN0823_MARKER: DS = TRIANGULATION STATION DISK
 EN0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0823
 EN0823  HISTORY     - Date     Condition        Report By
 EN0823  HISTORY     - 1964     MONUMENTED       CGS
 EN0823  HISTORY     - 1965     GOOD             USGS
 EN0823
 EN0823                          STATION DESCRIPTION
 EN0823
 EN0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0823'STATION IS LOCATED, AIRLINE, ABOUT 11 MILES NORTHWEST OF QUITAQUE,
 EN0823'5 MILES EAST OF SILVERTON AND ON THE SOUTH RIGHT-OF-WAY OF STATE
 EN0823'HIGHWAY 256.
 EN0823'
 EN0823'TO REACH THE STATION FROM THE COURTHOUSE IN SILVERTON, GO EASTERLY
 EN0823'ON STATE HIGHWAY 256 AND 86 FOR 2.9 MILES TO THE JUNCTION OF STATE
 EN0823'HIGHWAY 256.  BEAR LEFT ON STATE HIGHWAY 256 AND GO 1.8 MILES TO
 EN0823'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.4 MILE TO THE
 EN0823'STATION ON THE RIGHT AND A METAL BUILDING ON THE LEFT.
 EN0823'
 EN0823'STATION MARK IS A STANDARD DISK, STAMPED SILVER 1964, SET IN THE TOP
 EN0823'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 EN0823'GROUND.  IT IS 171.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A METAL
 EN0823'BUILDING, 97.0 FEET WEST OF A FENCE CORNER, 44.5 FEET SOUTH OF THE
 EN0823'CENTERLINE OF THE HIGHWAY AND 5.4 FEET NORTH OF A FENCELINE.
 EN0823'
 EN0823'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SILVER NO 1 1964, SET IN
 EN0823'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AND AT
 EN0823'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 94.0 FEET SOUTHEAST
 EN0823'OF THE SOUTHEAST CORNER OF THE METAL BUILDING, 48.7 FEET NORTH OF
 EN0823'THE CENTERLINE OF THE HIGHWAY, 4.0 FEET WEST OF A POWERLINE POLE
 EN0823'AND 1.0 FOOT SOUTH OF A FENCE CORNER.
 EN0823'
 EN0823'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SILVER NO 2 1964, SET
 EN0823'IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 EN0823'ABOUT 1 FOOT HIGHER THAN THE STATION.  IT IS 70.5 FEET WEST OF THE
 EN0823'FENCE CORNER, 49.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 EN0823'AND 1.0 FOOT NORTH OF THE FENCELINE.
 EN0823'
 EN0823'AZIMUTH MARK IS A STANDARD DISK, STAMPED SILVER 1964, SET IN TOP
 EN0823'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 EN0823'190.5 FEET WEST OF THE SOUTHWEST CORNER OF A METAL FENCE, 48.7 FEET
 EN0823'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1.7 FEET SOUTHEAST OF A
 EN0823'POWERLINE POLE WITH A METAL WITNESS SIGN ATTACHED.
 EN0823
 EN0823                          STATION RECOVERY (1965)
 EN0823
 EN0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0823'DESCRIPTION AND POSITION LISTED IN NGS NORTHWEST TEXAS AREA G-13442,
 EN0823'PAGE 11 AND G-13442, PAGE 39.
 EN0823'RECOVERED BY USGS IN 1965.
 EN0823'STATION MARK--STANDARD USC AND GS DISK STAMPED---SILVER 1964---, SET
 EN0823'IN 12 IN. SQUARE CONCRETE POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1849 ***********************************************************************
 FL1849  DESIGNATION -  SILVER
 FL1849  PID         -  FL1849
 FL1849  STATE/COUNTY-  TX/MOORE
 FL1849  USGS QUAD   -  EVANS CANYON (1970)
 FL1849
 FL1849                         *CURRENT SURVEY CONTROL
 FL1849  ___________________________________________________________________
 FL1849* NAD 83(1993)-  35 41 47.90145(N)    101 41 26.47527(W)     ADJUSTED  
 FL1849* NAVD 88     -       982.     (meters)    3222.     (feet)  SCALED    
 FL1849  ___________________________________________________________________
 FL1849  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 FL1849  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 FL1849
 FL1849  HORZ ORDER  -  SECOND
 FL1849
 FL1849.The horizontal coordinates were established by classical geodetic methods
 FL1849.and adjusted by the National Geodetic Survey in February 1996..
 FL1849
 FL1849.The orthometric height was scaled from a topographic map.
 FL1849
 FL1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1849
 FL1849.The geoid height was determined by GEOID03.
 FL1849
 FL1849;                    North         East     Units Scale Factor Converg.
 FL1849;SPC TX N     - 1,188,237.381   182,742.645   MT  0.99992267   -0 06 37.8
 FL1849;SPC TX N     - 3,898,408.81    599,548.16   sFT  0.99992267   -0 06 37.8
 FL1849;UTM  14      - 3,953,639.198   256,540.576   MT  1.00033046   -1 34 14.8
 FL1849
 FL1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1849!SPC TX N     -   0.99985002  x   0.99992267  =   0.99977270
 FL1849!UTM  14      -   0.99985002  x   1.00033046  =   1.00018043
 FL1849
 FL1849:                Primary Azimuth Mark                     Grid Az
 FL1849:SPC TX N     -  SNEED PANHANDLE E PLINE MST              022 41 07.0
 FL1849:UTM  14      -  SNEED PANHANDLE E PLINE MST              024 08 44.0
 FL1849
 FL1849|---------------------------------------------------------------------|
 FL1849| PID    Reference Object                     Distance      Geod. Az  |
 FL1849|                                                           dddmmss.s |
 FL1849| FL1833 SNEED PANHANDLE E PLINE MST         APPROX.13.6 KM 0223429.2 |
 FL1849| FL1839 FRITCH NATURAL GAS PLINE STACK      APPROX.10.7 KM 1180348.8 |
 FL1849| CJ8487 SILVER RM 1                          10.050 METERS 18924     |
 FL1849| CJ8486 SILVER AZ MK                                       2323017.1 |
 FL1849| CJ8488 SILVER RM 2                          11.177 METERS 27352     |
 FL1849| FL1834 NATURAL GAS PLINE PLANT 22 STK      APPROX. 9.7 KM 3550743.8 |
 FL1849|---------------------------------------------------------------------|
 FL1849
 FL1849                          SUPERSEDED SURVEY CONTROL
 FL1849
 FL1849  NAD 83(1993)-  35 41 47.90351(N)    101 41 26.47198(W) AD(       ) 2
 FL1849  NAD 83(1986)-  35 41 47.90888(N)    101 41 26.46458(W) AD(       ) 2
 FL1849  NAD 27      -  35 41 47.76000(N)    101 41 24.83800(W) AD(       ) 2
 FL1849
 FL1849.Superseded values are not recommended for survey control.
 FL1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1849.See file dsdata.txt to determine how the superseded data were derived.
 FL1849
 FL1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5654153639(NAD 83)
 FL1849_MARKER: DS = TRIANGULATION STATION DISK
 FL1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1849
 FL1849  HISTORY     - Date     Condition        Report By
 FL1849  HISTORY     - 1951     MONUMENTED       CGS
 FL1849
 FL1849                          STATION DESCRIPTION
 FL1849
 FL1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1849'THE STATION IS LOCATED ALONG THE WEST SIDE OF A DIRT ROAD
 FL1849'AND JUST SOUTH OF WHERE THE ROAD TURNS SHARP RIGHT, EAST.
 FL1849'IT IS ABOUT 15 MILES AIRLINE EAST OF FOUR WAY, ABOUT 17 MILES
 FL1849'AIRLINE SOUTHEAST OF DUMAS, AND ABOUT 16-1/2 MILES AIRLINE
 FL1849'WEST OF BORGER.
 FL1849'
 FL1849'THE STATION IS 10 FEET EAST OF A WIRE FENCE, 24 FEET SOUTH-SOUTHEAST
 FL1849'OF THE CENTER OF AN IRON CATTLE GUARD, AND 36 FEET WEST OF
 FL1849'THE CENTER LINE OF THE ROAD.  IT IS A STANDARD DISK SET IN
 FL1849'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1849'4 INCHES.  THE DISK IS STAMPED--SILVER 1951.
 FL1849'
 FL1849'REFERENCE MARK NUMBER ONE IS 3 FEET EAST OF THE WIRE FENCE,
 FL1849'43 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 FL1849'LOWER THAN THE STATION.  IT IS A STANDARD DISK SET IN THE
 FL1849'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL1849'THE DISK IS STAMPED--SILVER NO 1 1951.
 FL1849'
 FL1849'REFERENCE MARK NUMBER TWO IS 27 FEET WEST OF THE WIRE FENCE,
 FL1849'34 FEET SOUTHWEST OF THE CENTER OF THE CATTLE GUARD, AND ABOUT
 FL1849'1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD DISK SET
 FL1849'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1849'4 INCHES.  THE DISK IS STAMPED--SILVER NO 2 1951.
 FL1849'
 FL1849'THE AZIMUTH MARK IS LOCATED ALONG THE NORTH SIDE OF A DIRT
 FL1849'ROAD.  IT IS 1 FOOT NORTH OF A WIRE FENCE, 32 FEET NORTH OF
 FL1849'THE CENTER LINE OF THE ROAD.  IT IS A STANDARD DISK SET IN
 FL1849'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 FL1849'INCHES.  THE DISK IS STAMPED--SILVER 1951.  TO REACH THE MARK
 FL1849'FROM THE STATION GO SOUTH ON THE ROAD FOR 0.5 MILE TO A T-ROAD.
 FL1849'TURN RIGHT, WEST, AND GO 0.4 MILE TO THE MARK ON THE RIGHT.
 FL1849'
 FL1849'TO REACH THE STATION FROM THE CROSS ROADS IN FOUR WAY GO
 FL1849'EAST ON THE DIRT ROAD FOR 16.1 MILES TO A T-ROAD.  TURN LEFT,
 FL1849'NORTH, AND GO 0.5 MILE TO A CATTLE GUARD ON THE LEFT AND THE
 FL1849'STATION ON THE LEFT.
 FL1849'
 FL1849'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3035 ***********************************************************************
 CS3035  DESIGNATION -  SILVER 2
 CS3035  PID         -  CS3035
 CS3035  STATE/COUNTY-  TX/TARRANT
 CS3035  USGS QUAD   -  LAKE WORTH (1982)
 CS3035
 CS3035                         *CURRENT SURVEY CONTROL
 CS3035  ___________________________________________________________________
 CS3035* NAD 83(1993)-  32 49 36.98580(N)    097 28 47.67767(W)     ADJUSTED  
 CS3035* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 CS3035  ___________________________________________________________________
 CS3035  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 CS3035  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CS3035
 CS3035  HORZ ORDER  -  THIRD
 CS3035
 CS3035.The horizontal coordinates were established by classical geodetic methods
 CS3035.and adjusted by the National Geodetic Survey in February 1996..
 CS3035.No horizontal observational check was made to the station.
 CS3035
 CS3035.The orthometric height was scaled from a topographic map.
 CS3035
 CS3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3035
 CS3035.The geoid height was determined by GEOID03.
 CS3035
 CS3035;                    North         East     Units Scale Factor Converg.
 CS3035;SPC TXNC     - 2,129,126.158   695,503.383   MT  0.99988027   +0 33 22.9
 CS3035;SPC TXNC     - 6,985,308.07  2,281,830.68   sFT  0.99988027   +0 33 22.9
 CS3035;UTM  14      - 3,633,125.149   642,283.939   MT  0.99984963   +0 49 27.1
 CS3035
 CS3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3035!SPC TXNC     -   0.99997081  x   0.99988027  =   0.99985108
 CS3035!UTM  14      -   0.99997081  x   0.99984963  =   0.99982044
 CS3035
 CS3035|---------------------------------------------------------------------|
 CS3035| PID    Reference Object                     Distance      Geod. Az  |
 CS3035|                                                           dddmmss.s |
 CS3035| CY2294 SILVER 2 RM 4                         4.160 METERS 11916     |
 CS3035| CS3033 SILVER AZ MK                        416.001 METERS 1325735.2 |
 CS3035| CS3034 SILVER A POINT                       23.860 METERS 13825     |
 CS3035| CS3022 SILVER                               53.617 METERS 21338     |
 CS3035| CY2295 SILVER 2 RM 5                         3.413 METERS 30942     |
 CS3035| CY2296 SILVER 2 RM 6                                      3230219.7 |
 CS3035|---------------------------------------------------------------------|
 CS3035
 CS3035                          SUPERSEDED SURVEY CONTROL
 CS3035
 CS3035  NAD 83(1993)-  32 49 36.98826(N)    097 28 47.66139(W) AD(       ) 3
 CS3035  NAD 83(1986)-  32 49 36.98919(N)    097 28 47.66107(W) AD(       ) 3
 CS3035  NAD 27      -  32 49 36.52904(N)    097 28 46.58506(W) AD(       ) 3
 CS3035
 CS3035.Superseded values are not recommended for survey control.
 CS3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3035.See file dsdata.txt to determine how the superseded data were derived.
 CS3035
 CS3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4228433125(NAD 83)
 CS3035_MARKER: DS = TRIANGULATION STATION DISK
 CS3035_SETTING: 66 = SET IN ROCK OUTCROP
 CS3035_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CS3035
 CS3035  HISTORY     - Date     Condition        Report By
 CS3035  HISTORY     - 1974     MONUMENTED       NGS
 CS3035  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CS3035  HISTORY     - 20030429 MARK NOT FOUND   GEOCAC
 CS3035  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS3035
 CS3035                          STATION DESCRIPTION
 CS3035
 CS3035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CS3035'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF THE COURTHOUSE IN
 CS3035'FORT WORTH, 6 MILES SOUTHEAST OF AZLE, 2-1/2 MILES WEST-NORTHWEST
 CS3035'OF LAKE WORTH, 2 MILES WEST-NORTHWEST OF THE LAKE WORTH BRIDGE, AND
 CS3035'IN THE MEDIAN OF STATE HIGHWAY 199 (JACKSBORO HWY.), AT THE
 CS3035'INTERSECTION OF FARM ROAD 1886.
 CS3035'
 CS3035'TO REACH THE STATION FROM THE LAKE WORTH BRIDGE, GO NORTHWESTERLY
 CS3035'ON STATE HWY. 199 (JACKSBORO HWY.) FOR 2.15 MILES TO THE JUNCTION OF
 CS3035'FARM ROAD 1886 ON THE LEFT AND STATION IN MEDIAN OF HIGHWAY 199, AT
 CS3035'THE NORTH END OF CROSS-OVER OF THE INTERSECTION.
 CS3035'
 CS3035'STATION MARK IS A STANDARD DISK, SET IN A DRILL HOLE IN BEDROCK
 CS3035'THAT IS FLUSH WITH THE GROUND AND IS STAMPED SILVER 2 1974.  IT IS
 CS3035'175 FEET NORTHWEST OF THE CENTER OF CROSS-OVER, 142 FEET NORTHWEST
 CS3035'OF THE NORTH CURB OF CROSS-OVER, 35 FEET NORTHEAST OF THE
 CS3035'CENTER-LINE OF THE SOUTH BOUND TRAFFIC LANE, OF STATE HIGHWAY
 CS3035'199, 29 FEET SOUTHWEST OF THE NORTH BOUND TRAFFIC LANE, OF STATE
 CS3035'HIGHWAY 199, 17 FEET SOUTHWEST OF THE CURB OF HIGHWAY, 11
 CS3035'FEET NORTHEAST OF THE CURB OF HIGHWAY.
 CS3035'
 CS3035'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 CS3035'BEDROCK THAT IS FLUSH WITH THE GROUND AND IS STAMPED SILVER 2 NO 4
 CS3035'1974.  IT IS 40 FEET NORTHEAST OF THE CENTER-LINE OF THE SOUTH
 CS3035'BOUND TRAFFIC LANE OF STATE HWY. 199, 25 FEET SOUTHWEST OF THE
 CS3035'CENTER-LINE OF THE NORTH BOUND TRAFFIC LANE OF STATE HWY. 199,
 CS3035'16 FEET NORTHEAST OF THE CURB, AND 13 FEET SOUTHWEST OF THE
 CS3035'CURB.
 CS3035'
 CS3035'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN A DRILL IN
 CS3035'BEDROCK THAT IS FLUSH WITH THE GROUND AND IS STAMPED SILVER 2 NO 5
 CS3035'1974.  IT IS 33 FEET NORTHEAST OF THE CENTER-LINE OF THE SOUTH
 CS3035'BOUND TRAFFIC LANE, 31 FEET SOUTHWEST OF THE CENTER-LINE OF THE
 CS3035'NORTH BOUND TRAFFIC LANE, 19 FEET SOUTHWEST OF THE CURB AND 10
 CS3035'FEET NORTHEAST OF THE CURB.
 CS3035'
 CS3035'REFERENCE MARK NO. 6 AZI IS A STANDARD DISK SET IN A DRILL HOLE AT
 CS3035'THE SOUTH END OF THE SOUTHWEST HEADWALL OF CONCRETE CULVERT, WHICH IS
 CS3035'LOCATED AT THE INTERSECTION OF STATE HWY. 199 (JACKSON HWY.) AND
 CS3035'NINE MILE BRIDGE ROAD AND IS STAMPED SILVER 2 NO 6 1974 AZI.
 CS3035'IT IS 33 FEET SOUTH-SOUTHWEST OF THE CENTER-LINE OF NINE MILE
 CS3035'BRIDGE ROAD AND 28 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 CS3035'FRONTAGE ROAD.
 CS3035'
 CS3035'TO REACH REFERENCE MARK NO. 6 FROM THE STATION, GO NORTHWESTERLY
 CS3035'ON STATE HWY. 199 (JACKSBORO HWY.) FOR 0.3 MILE TO CROSS-OVER AND
 CS3035'MARK ON THE RIGHT.
 CS3035'
 CS3035'AZIMUTH MARK 1946 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS3035'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED SILVER
 CS3035'1946.  IT IS 140 FEET WEST OF A HI-LINE POLE WITH TRANSFORMER, 80
 CS3035'FEET EAST OF THE CENTER OF DRIVE-WAY, 49 FEET SOUTH OF THE
 CS3035'CENTER-LINE OF FRONTAGE ROAD, 38 FEET WEST OF A STATE HIGHWAY
 CS3035'SURVEY STATION MARKER 503, 19 FEET WEST OF A TELEPHONE POLE AND
 CS3035'2 FEET NORTH OF FENCE-LINE AND WITNESS POST.
 CS3035'
 CS3035'TO REACH AZIMUTH MARK 1946 FROM THE STATION, GO SOUTHERLY ON
 CS3035'STATE HWY. 199 (JACKSBORO HWY.) FOR 0.25 MILE TO MARK ON THE RIGHT.
 CS3035
 CS3035                          STATION RECOVERY (2001)
 CS3035
 CS3035'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3035'MARK NOT FOUND.
 CS3035
 CS3035                          STATION RECOVERY (2003)
 CS3035
 CS3035'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS3035'MARK NOT FOUND.
 CS3035
 CS3035                          STATION RECOVERY (2004)
 CS3035
 CS3035'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS3035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3033 ***********************************************************************
 CS3033  DESIGNATION -  SILVER AZ MK
 CS3033  PID         -  CS3033
 CS3033  STATE/COUNTY-  TX/TARRANT
 CS3033  USGS QUAD   -  LAKE WORTH (1982)
 CS3033
 CS3033                         *CURRENT SURVEY CONTROL
 CS3033  ___________________________________________________________________
 CS3033* NAD 83(1993)-  32 49 27.78293(N)    097 28 35.97307(W)     ADJUSTED  
 CS3033* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 CS3033  ___________________________________________________________________
 CS3033  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 CS3033  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CS3033
 CS3033  HORZ ORDER  -  THIRD
 CS3033
 CS3033.The horizontal coordinates were established by classical geodetic methods
 CS3033.and adjusted by the National Geodetic Survey in February 1996..
 CS3033.No horizontal observational check was made to the station.
 CS3033
 CS3033.The orthometric height was scaled from a topographic map.
 CS3033
 CS3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3033
 CS3033.The geoid height was determined by GEOID03.
 CS3033
 CS3033;                    North         East     Units Scale Factor Converg.
 CS3033;SPC TXNC     - 2,128,845.663   695,810.528   MT  0.99988044   +0 33 29.2
 CS3033;SPC TXNC     - 6,984,387.81  2,282,838.37   sFT  0.99988044   +0 33 29.2
 CS3033;UTM  14      - 3,632,846.101   642,592.382   MT  0.99985071   +0 49 33.2
 CS3033
 CS3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3033!SPC TXNC     -   0.99997301  x   0.99988044  =   0.99985345
 CS3033!UTM  14      -   0.99997301  x   0.99985071  =   0.99982372
 CS3033
 CS3033:                Primary Azimuth Mark                     Grid Az
 CS3033:SPC TXNC     -  SILVER                                   305 00 08.5
 CS3033:UTM  14      -  SILVER                                   304 44 04.5
 CS3033
 CS3033|---------------------------------------------------------------------|
 CS3033| PID    Reference Object                     Distance      Geod. Az  |
 CS3033|                                                           dddmmss.s |
 CS3033| CS3022 SILVER                              410.739 METERS 3053337.7 |
 CS3033| CS3035 SILVER 2                            416.001 METERS 3125741.6 |
 CS3033|---------------------------------------------------------------------|
 CS3033
 CS3033                          SUPERSEDED SURVEY CONTROL
 CS3033
 CS3033  NAD 83(1993)-  32 49 27.78542(N)    097 28 35.95675(W) AD(       ) 3
 CS3033  NAD 83(1986)-  32 49 27.78635(N)    097 28 35.95648(W) AD(       ) 3
 CS3033  NAD 27      -  32 49 27.32579(N)    097 28 34.88095(W) AD(       ) 3
 CS3033
 CS3033.Superseded values are not recommended for survey control.
 CS3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3033.See file dsdata.txt to determine how the superseded data were derived.
 CS3033
 CS3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4259232846(NAD 83)
 CS3033_MARKER: DZ = AZIMUTH MARK DISK
 CS3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3033+STABILITY: SURFACE MOTION
 CS3033
 CS3033  HISTORY     - Date     Condition        Report By
 CS3033  HISTORY     - 1974     MONUMENTED       NGS
 CS3033  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CS3033  HISTORY     - 20030429 MARK NOT FOUND   GEOCAC
 CS3033  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS3033
 CS3033                          STATION DESCRIPTION
 CS3033
 CS3033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CS3033'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF THE COURTHOUSE
 CS3033'IN FORT WORTH, 6 MILES SOUTHEAST OF AZLE, 2-1/2 MILES
 CS3033'WEST-NORTHWEST OF LAKE WORTH, 2 MILES WEST-NORTHWEST OF THE LAKE
 CS3033'WORTH BRIDGE, AND IN THE MEDIAN OF STATE HIGHWAY 199 (JACKSBORO
 CS3033'HWY.), AT THE INTERSECTION OF FARM ROAD 1886.
 CS3033'
 CS3033'TO REACH THE STATION FROM THE LAKE WORTH BRIDGE, GO NORTHWESTERLY
 CS3033'ON STATE HWY. 199 (JACKSBORO HWY.) FOR 2.15 MILES TO THE JUNCTION
 CS3033'OF FARM ROAD 1886 ON THE LEFT AND STATION IN MEDIAN OF HIGHWAY 199.
 CS3033'
 CS3033'AZIMUTH MARK 1946 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS3033'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED SILVER
 CS3033'1946.  IT IS 140 FEET WEST OF A HI-LINE POLE WITH TRANSFORMER,
 CS3033'80 FEET EAST OF THE CENTER OF DRIVE-WAY, 49 FEET SOUTH OF THE
 CS3033'CENTER-LINE OF FRONTAGE ROAD, 38 FEET WEST OF A STATE HIGHWAY
 CS3033'SURVEY STATION MARKER 503, 19 FEET WEST OF A TELEPHONE POLE AND
 CS3033'2 FEET NORTH OF FENCE-LINE AND WITNESS POST.
 CS3033'
 CS3033'TO REACH AZIMUTH MARK 1946 FROM THE STATION, GO SOUTHERLY ON
 CS3033'STATE HWY. 199 (JACKSBORO HWY.) FOR 0.25 MILE TO MARK ON THE
 CS3033'RIGHT.
 CS3033
 CS3033                          STATION RECOVERY (2001)
 CS3033
 CS3033'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3033'MARK NOT FOUND.
 CS3033
 CS3033                          STATION RECOVERY (2003)
 CS3033
 CS3033'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS3033'MARK NOT FOUND.
 CS3033
 CS3033                          STATION RECOVERY (2004)
 CS3033
 CS3033'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS3033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0752 ***********************************************************************
 BN0752  DESIGNATION -  SILVER TANK NEAR STA KINSEL
 BN0752  PID         -  BN0752
 BN0752  STATE/COUNTY-  TX/KERR
 BN0752  USGS QUAD   -  BEE CAVES CREEK (1964)
 BN0752
 BN0752                         *CURRENT SURVEY CONTROL
 BN0752  ___________________________________________________________________
 BN0752* NAD 83(1993)-  30 03 53.03163(N)    099 27 53.35075(W)     ADJUSTED  
 BN0752* NAVD 88     -                                                        
 BN0752  ___________________________________________________________________
 BN0752  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BN0752  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BN0752
 BN0752  HORZ ORDER  -  THIRD
 BN0752
 BN0752.The horizontal coordinates were established by classical geodetic methods
 BN0752.and adjusted by the National Geodetic Survey in February 1996..
 BN0752
 BN0752
 BN0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0752
 BN0752.The geoid height was determined by GEOID03.
 BN0752
 BN0752;                    North         East     Units Scale Factor Converg.
 BN0752;SPC TXSC     - 4,247,393.261   555,183.036   MT  0.99994416   -0 13 39.8
 BN0752;SPC TXSC     -13,934,989.39  1,821,463.01   sFT  0.99994416   -0 13 39.8
 BN0752;SPC TX C     - 3,044,455.889   783,745.560   MT  1.00001427   +0 26 50.4
 BN0752;SPC TX C     - 9,988,352.36  2,571,338.56   sFT  1.00001427   +0 26 50.4
 BN0752;UTM  14      - 3,326,049.152   455,198.097   MT  0.99962476   -0 13 58.3
 BN0752
 BN0752                          SUPERSEDED SURVEY CONTROL
 BN0752
 BN0752  NAD 83(1986)-  30 03 53.03942(N)    099 27 53.33999(W) AD(       ) 4
 BN0752  NAD 27      -  30 03 52.28400(N)    099 27 52.16900(W) AD(       ) 3
 BN0752
 BN0752.Superseded values are not recommended for survey control.
 BN0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0752.See file dsdata.txt to determine how the superseded data were derived.
 BN0752
 BN0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU5519826049(NAD 83)
 BN0752_MARKER: 51 = TANK
 BN0752
 BN0752  HISTORY     - Date     Condition        Report By
 BN0752  HISTORY     - 1944     FIRST OBSERVED   CGS
 BN0752
 BN0752                          STATION DESCRIPTION
 BN0752
 BN0752'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0811 ***********************************************************************
 EN0811  DESIGNATION -  SILVERTON ATT MICRO RELAY MST
 EN0811  PID         -  EN0811
 EN0811  STATE/COUNTY-  TX/BRISCOE
 EN0811  USGS QUAD   -  COPE CREEK (1981)
 EN0811
 EN0811                         *CURRENT SURVEY CONTROL
 EN0811  ___________________________________________________________________
 EN0811* NAD 83(1993)-  34 34 48.34293(N)    101 26 12.67457(W)     ADJUSTED  
 EN0811* NAVD 88     -                                                        
 EN0811  ___________________________________________________________________
 EN0811  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 EN0811  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EN0811
 EN0811  HORZ ORDER  -  THIRD
 EN0811
 EN0811.The horizontal coordinates were established by classical geodetic methods
 EN0811.and adjusted by the National Geodetic Survey in February 1996..
 EN0811
 EN0811
 EN0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0811
 EN0811.The geoid height was determined by GEOID03.
 EN0811
 EN0811;                    North         East     Units Scale Factor Converg.
 EN0811;SPC TX N     - 1,064,357.337   205,793.869   MT  1.00001694   +0 02 11.7
 EN0811;SPC TX N     - 3,491,979.03    675,175.39   sFT  1.00001694   +0 02 11.7
 EN0811;UTM  14      - 3,829,177.576   276,478.894   MT  1.00021585   -1 23 01.1
 EN0811
 EN0811                          SUPERSEDED SURVEY CONTROL
 EN0811
 EN0811  NAD 83(1993)-  34 34 48.34603(N)    101 26 12.66912(W) AD(       ) 4
 EN0811  NAD 83(1986)-  34 34 48.34886(N)    101 26 12.66760(W) AD(       ) 4
 EN0811  NAD 27      -  34 34 48.12501(N)    101 26 11.06066(W) AD(       ) 3
 EN0811
 EN0811.Superseded values are not recommended for survey control.
 EN0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0811.See file dsdata.txt to determine how the superseded data were derived.
 EN0811
 EN0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7647929178(NAD 83)
 EN0811_MARKER: 44 = MICROWAVE MAST
 EN0811
 EN0811  HISTORY     - Date     Condition        Report By
 EN0811  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0811
 EN0811                          STATION DESCRIPTION
 EN0811
 EN0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0811'THE STATION IS THE CENTER OF THE TOP OF A 230 FOOT HIGH STEEL MAST,
 EN0811'LOCATED ABOUT 10 MILES NORTHWEST OF SILVERTON, 100 FEET WEST OF FARM
 EN0811'ROAD 284 AND 180 FEET NORTH OF AN EAST-WEST GRAVELED ROAD.  THE
 EN0811'MAST IS OWNED BY THE AMERICAN TELEPHONE AND TELEGRAPH CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2359 ***********************************************************************
 AH2359  DESIGNATION -  SILVERTON ET SEC
 AH2359  PID         -  AH2359
 AH2359  STATE/COUNTY-  TX/BRISCOE
 AH2359  USGS QUAD   -  SILVERTON (1965)
 AH2359
 AH2359                         *CURRENT SURVEY CONTROL
 AH2359  ___________________________________________________________________
 AH2359* NAD 83(1993)-  34 28 35.86570(N)    101 17 52.67567(W)     ADJUSTED  
 AH2359* NAVD 88     -      1014.8    (meters)    3329.     (feet)  VERTCON   
 AH2359  ___________________________________________________________________
 AH2359  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AH2359  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AH2359
 AH2359  HORZ ORDER  -  THIRD
 AH2359
 AH2359.The horizontal coordinates were established by classical geodetic methods
 AH2359.and adjusted by the National Geodetic Survey in July 1998..
 AH2359
 AH2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2359
 AH2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2359
 AH2359.The geoid height was determined by GEOID03.
 AH2359
 AH2359;                    North         East     Units Scale Factor Converg.
 AH2359;SPC TX N     - 1,052,896.426   218,560.841   MT  1.00004469   +0 07 01.5
 AH2359;SPC TX N     - 3,454,377.69    717,061.69   sFT  1.00004469   +0 07 01.5
 AH2359;UTM  14      - 3,817,402.180   288,959.973   MT  1.00014900   -1 18 04.6
 AH2359
 AH2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2359!SPC TX N     -   0.99984499  x   1.00004469  =   0.99988967
 AH2359!UTM  14      -   0.99984499  x   1.00014900  =   0.99999396
 AH2359
 AH2359                          SUPERSEDED SURVEY CONTROL
 AH2359
 AH2359  NGVD 29 (07/28/98) 1014.4    (m)         3328.     (f) VERT ANG       
 AH2359
 AH2359.Superseded values are not recommended for survey control.
 AH2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2359.See file dsdata.txt to determine how the superseded data were derived.
 AH2359
 AH2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8896017402(NAD 83)
 AH2359_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH2359
 AH2359  HISTORY     - Date     Condition        Report By
 AH2359  HISTORY     - 1965     MONUMENTED       USGS
 AH2359
 AH2359                          STATION DESCRIPTION
 AH2359
 AH2359'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2359'LOCATED ON TOP OF THE HEADER HOUSE OF THE HARVEST QUEEN ELEVATOR, IN
 AH2359'THE NE. PART OF SILVERTON, TEXAS.  THIS IS THE NORTHEASTERN-MOST
 AH2359'ELEVATOR IN TOWN.
 AH2359'STATION MARK--NONE - WAS UNABLE TO SET TABLET BECAUSE HEADER HOUSE IS
 AH2359'MADE OF STEEL.  THE POINT OCCUPIED IS 5.53 FT. S. OF N. EDGE, 5.38 FT.
 AH2359'W. OF E. EDGE AND 4.45 FT. N. OF S. EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0839 ***********************************************************************
 EN0839  DESIGNATION -  SILVERTON HIGHWAY RAD MST
 EN0839  PID         -  EN0839
 EN0839  STATE/COUNTY-  TX/BRISCOE
 EN0839  USGS QUAD   -  SILVERTON (1965)
 EN0839
 EN0839                         *CURRENT SURVEY CONTROL
 EN0839  ___________________________________________________________________
 EN0839* NAD 83(1993)-  34 28 25.74869(N)    101 18 47.33571(W)     ADJUSTED  
 EN0839* NAVD 88     -                                                        
 EN0839  ___________________________________________________________________
 EN0839  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 EN0839  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EN0839
 EN0839  HORZ ORDER  -  THIRD
 EN0839
 EN0839.The horizontal coordinates were established by classical geodetic methods
 EN0839.and adjusted by the National Geodetic Survey in February 1996..
 EN0839
 EN0839
 EN0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0839
 EN0839.The geoid height was determined by GEOID03.
 EN0839
 EN0839;                    North         East     Units Scale Factor Converg.
 EN0839;SPC TX N     - 1,052,581.922   217,166.544   MT  1.00004549   +0 06 29.8
 EN0839;SPC TX N     - 3,453,345.86    712,487.24   sFT  1.00004549   +0 06 29.8
 EN0839;UTM  14      - 3,817,122.251   287,558.168   MT  1.00015632   -1 18 35.3
 EN0839
 EN0839                          SUPERSEDED SURVEY CONTROL
 EN0839
 EN0839  NAD 83(1993)-  34 28 25.75163(N)    101 18 47.33180(W) AD(       ) 4
 EN0839  NAD 83(1986)-  34 28 25.75410(N)    101 18 47.32916(W) AD(       ) 4
 EN0839  NAD 27      -  34 28 25.52707(N)    101 18 45.74929(W) AD(       ) 3
 EN0839
 EN0839.Superseded values are not recommended for survey control.
 EN0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0839.See file dsdata.txt to determine how the superseded data were derived.
 EN0839
 EN0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8755817122(NAD 83)
 EN0839_MARKER: 42 = RADIO/TV MAST
 EN0839
 EN0839  HISTORY     - Date     Condition        Report By
 EN0839  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0839
 EN0839                          STATION DESCRIPTION
 EN0839
 EN0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0839'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH STEEL MAST,
 EN0839'LOCATED 0.5 MILE WEST OF THE CENTER OF SILVERTON AND ABOUT 90 FEET
 EN0839'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 86, 207 AND 256.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0838 ***********************************************************************
 EN0838  DESIGNATION -  SILVERTON MUNICIPAL TANK
 EN0838  PID         -  EN0838
 EN0838  STATE/COUNTY-  TX/BRISCOE
 EN0838  USGS QUAD   -  SILVERTON (1965)
 EN0838
 EN0838                         *CURRENT SURVEY CONTROL
 EN0838  ___________________________________________________________________
 EN0838* NAD 83(1993)-  34 28 20.19130(N)    101 18 07.28512(W)     ADJUSTED  
 EN0838* NAVD 88     -                                                        
 EN0838  ___________________________________________________________________
 EN0838  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 EN0838  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EN0838
 EN0838  HORZ ORDER  -  THIRD
 EN0838
 EN0838.The horizontal coordinates were established by classical geodetic methods
 EN0838.and adjusted by the National Geodetic Survey in February 1996..
 EN0838
 EN0838
 EN0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0838
 EN0838.The geoid height was determined by GEOID03.
 EN0838
 EN0838;                    North         East     Units Scale Factor Converg.
 EN0838;SPC TX N     - 1,052,412.657   218,188.985   MT  1.00004593   +0 06 53.0
 EN0838;SPC TX N     - 3,452,790.53    715,841.69   sFT  1.00004593   +0 06 53.0
 EN0838;UTM  14      - 3,816,927.714   288,576.217   MT  1.00015100   -1 18 12.4
 EN0838
 EN0838                          SUPERSEDED SURVEY CONTROL
 EN0838
 EN0838  NAD 83(1993)-  34 28 20.19426(N)    101 18 07.28141(W) AD(       ) 4
 EN0838  NAD 83(1986)-  34 28 20.19669(N)    101 18 07.27865(W) AD(       ) 4
 EN0838  NAD 27      -  34 28 19.96941(N)    101 18 05.70078(W) AD(       ) 3
 EN0838
 EN0838.Superseded values are not recommended for survey control.
 EN0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0838.See file dsdata.txt to determine how the superseded data were derived.
 EN0838
 EN0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8857616928(NAD 83)
 EN0838_MARKER: 53 = ELEVATED TANK
 EN0838
 EN0838  HISTORY     - Date     Condition        Report By
 EN0838  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0838
 EN0838                          STATION DESCRIPTION
 EN0838
 EN0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0838'THE STATION IS THE CENTER OF THE TOP OF A 110 FOOT HIGH ELEVATED
 EN0838'TANK, PAINTED ALUMINUM.  IT IS LOCATED NEAR THE CENTER OF SILVERTON,
 EN0838'0.15 MILE SOUTHEAST OF THE INTERSECTION OF LONE STAR AVENUE AND
 EN0838'MAIN STREET AND 110 FEET EAST OF THE INTERSECTION OF BROADWAY AND
 EN0838'6TH. STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0808 ***********************************************************************
 EN0808  DESIGNATION -  SILVERTON NESA INC MICRO MST
 EN0808  PID         -  EN0808
 EN0808  STATE/COUNTY-  TX/BRISCOE
 EN0808  USGS QUAD   -  ROSS CANYON (1965)
 EN0808
 EN0808                         *CURRENT SURVEY CONTROL
 EN0808  ___________________________________________________________________
 EN0808* NAD 83(1993)-  34 33 11.82911(N)    101 17 29.07640(W)     ADJUSTED  
 EN0808* NAVD 88     -                                                        
 EN0808  ___________________________________________________________________
 EN0808  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 EN0808  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EN0808
 EN0808  HORZ ORDER  -  THIRD
 EN0808
 EN0808.The horizontal coordinates were established by classical geodetic methods
 EN0808.and adjusted by the National Geodetic Survey in February 1996..
 EN0808
 EN0808
 EN0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0808
 EN0808.The geoid height was determined by GEOID03.
 EN0808
 EN0808;                    North         East     Units Scale Factor Converg.
 EN0808;SPC TX N     - 1,061,401.585   219,145.136   MT  1.00002382   +0 07 15.2
 EN0808;SPC TX N     - 3,482,281.70    718,978.67   sFT  1.00002382   +0 07 15.2
 EN0808;UTM  14      - 3,825,891.210   289,754.899   MT  1.00014487   -1 18 00.4
 EN0808
 EN0808                          SUPERSEDED SURVEY CONTROL
 EN0808
 EN0808  NAD 83(1993)-  34 33 11.83171(N)    101 17 29.07226(W) AD(       ) 4
 EN0808  NAD 83(1986)-  34 33 11.83458(N)    101 17 29.06940(W) AD(       ) 4
 EN0808  NAD 27      -  34 33 11.60879(N)    101 17 27.49052(W) AD(       ) 3
 EN0808
 EN0808.Superseded values are not recommended for survey control.
 EN0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0808.See file dsdata.txt to determine how the superseded data were derived.
 EN0808
 EN0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8975525891(NAD 83)
 EN0808_MARKER: 44 = MICROWAVE MAST
 EN0808
 EN0808  HISTORY     - Date     Condition        Report By
 EN0808  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0808
 EN0808                          STATION DESCRIPTION
 EN0808
 EN0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0808'THE STATION IS THE CENTER OF THE TOP OF 300 FOOT HIGH STEEL MAST,
 EN0808'PAINTED ALTERNATELY RED AND WHITE WITH A RED LIGHT ON TOP.  IT IS
 EN0808'LOCATED 5 MILES NORTH OF SILVERTON, ON GRAZING LAND AND JUST NORTH
 EN0808'OF A CORRAL, WINDMILL AND STOCK WATERING TANK.  THE MAST IS OWNED
 EN0808'BY NESA INC. OF OKLAHOME CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2118 ***********************************************************************
 BL2118  DESIGNATION -  SIMMONS
 BL2118  PID         -  BL2118
 BL2118  STATE/COUNTY-  TX/LIBERTY
 BL2118  USGS QUAD   -  CAPERS RIDGE (1984)
 BL2118
 BL2118                         *CURRENT SURVEY CONTROL
 BL2118  ___________________________________________________________________
 BL2118* NAD 83(1993)-  30 10 35.18260(N)    094 52 18.39907(W)     ADJUSTED  
 BL2118* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 BL2118  ___________________________________________________________________
 BL2118  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BL2118  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL2118
 BL2118  HORZ ORDER  -  SECOND
 BL2118
 BL2118.The horizontal coordinates were established by classical geodetic methods
 BL2118.and adjusted by the National Geodetic Survey in February 1996..
 BL2118
 BL2118.The orthometric height was scaled from a topographic map.
 BL2118
 BL2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2118
 BL2118.The geoid height was determined by GEOID03.
 BL2118
 BL2118;                    North         East     Units Scale Factor Converg.
 BL2118;SPC TX C     - 3,069,422.693 1,225,811.104   MT  0.99998458   +2 48 46.9
 BL2118;SPC TX C     -10,070,264.29  4,021,681.93   sFT  0.99998458   +2 48 46.9
 BL2118;UTM  15      - 3,339,816.652   319,775.622   MT  1.00000074   -0 56 28.1
 BL2118
 BL2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2118!SPC TX C     -   0.99999946  x   0.99998458  =   0.99998404
 BL2118!UTM  15      -   0.99999946  x   1.00000074  =   1.00000020
 BL2118
 BL2118:                Primary Azimuth Mark                     Grid Az
 BL2118:SPC TX C     -  SIMMONS AZ MK                            037 54 08.9
 BL2118:UTM  15      -  SIMMONS AZ MK                            041 39 23.9
 BL2118
 BL2118|---------------------------------------------------------------------|
 BL2118| PID    Reference Object                     Distance      Geod. Az  |
 BL2118|                                                           dddmmss.s |
 BL2118| CV9217 SIMMONS AZ MK                                      0404255.8 |
 BL2118| BL2117 BM NR STA SIMMONS                    25.689 METERS 04243     |
 BL2118| BL2119 LIBERTY SUN PIPELINE RAD MAST       APPROX.14.4 KM 1434800.4 |
 BL2118| BL2121 LIBERTY TRUNKLINE GAS RAD MAST      APPROX.15.5 KM 1480835.1 |
 BL2118| BL2120 LIBERTY MUNICIPAL TANK              APPROX.15.2 KM 1501311.5 |
 BL2118| BL2124 DAYTON MUNICIPAL TANK               APPROX.14.3 KM 1861307.8 |
 BL2118| CV9218 SIMMONS RM 2                         42.477 METERS 31105     |
 BL2118|---------------------------------------------------------------------|
 BL2118
 BL2118                          SUPERSEDED SURVEY CONTROL
 BL2118
 BL2118  NAD 83(1986)-  30 10 35.19813(N)    094 52 18.38301(W) AD(       ) 2
 BL2118  NAD 27      -  30 10 34.43400(N)    094 52 17.65100(W) AD(       ) 2
 BL2118
 BL2118.Superseded values are not recommended for survey control.
 BL2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2118.See file dsdata.txt to determine how the superseded data were derived.
 BL2118
 BL2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1977639817(NAD 83)
 BL2118_MARKER: DS = TRIANGULATION STATION DISK
 BL2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2118
 BL2118  HISTORY     - Date     Condition        Report By
 BL2118  HISTORY     - 1951     MONUMENTED       CGS
 BL2118
 BL2118                          STATION DESCRIPTION
 BL2118
 BL2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2118'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH-NORTHEAST OF DAYTON,
 BL2118'9.0 MILES NORTH-NORTHWEST OF LIBERTY AND 2.5 MILES WEST OF
 BL2118'THE TRINITY RIVER ON TOP OF A HEAVILY WOODED HILL.  IT IS
 BL2118'NOT ON THE HIGHEST POINT OF THE HILL AS THERE IS HIGHER GROUND
 BL2118'ABOUT 50 YARDS EAST OF THE STATION.  IT IS 50.0 FEET SOUTH
 BL2118'OF THE CENTER OF A GRADED ROAD, 43.0 FEET EAST OF A TRIANGULAR
 BL2118'BLAZED OAK TREE AND 5.0 FEET NORTH OF A WITNESS POST.  IT IS
 BL2118'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 BL2118'SIMMONS 1951.
 BL2118'
 BL2118'REFERENCE MARK NO. 1 IS A STANDARD U.S.E. BENCH MARK DISK
 BL2118'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING
 BL2118'ABOUT 6 INCHES ABOVE THE SURFACE AND HAS NO STAMPING.  IT IS
 BL2118'29.0 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 2.5 FEET
 BL2118'SOUTH OF A FENCE AND IS ABOUT 2.0 FEET BELOW THE ELEVATION
 BL2118'OF THE STATION.
 BL2118'
 BL2118'REFERENCE MARK NO. 2 IS 36.0 FEET NORTH OF THE CENTER OF A
 BL2118'GRADED ROAD AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 4
 BL2118'INCHES AND IS STAMPED SIMMONS NO 2 1951.
 BL2118'
 BL2118'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL2118'NO. 2 IS 164.9 FEET.
 BL2118'
 BL2118'THE AZIMUTH MARK IS 21.0 FEET NORTH OF THE SOUTHWEST CORNER
 BL2118'OF A WOVEN WIRE FENCE, 15.0 FEET EAST OF THE CENTER OF A
 BL2118'GRADED ROAD, 1.5 FEET NORTH OF A WITNESS POST AND 1.0 FOOT
 BL2118'WEST OF A FENCE.  IT IS SET FLUSH WITH THE GROUND AND IS
 BL2118'STAMPED SIMMONS 1951.
 BL2118'
 BL2118'TO REACH THE STATION FROM THE CROSS-STREET JUST EAST OF THE
 BL2118'SOUTHERN PACIFIC, TEXAS AND NEW ORLEANS RAILROAD DEPOT IN
 BL2118'DAYTON, GO NORTHEASTERLY ON A GRAVELED ROAD ALONG THE NORTH
 BL2118'EDGE OF THE RAILROAD TRACKS FOR 4.9 MILES TO A FORK, TAKE
 BL2118'THE LEFT FORK AND CONTINUE NORTHERLY FOR 4.1 MILES TO A
 BL2118'FORK.  HERE TAKE THE RIGHT FORK AND GO EAST-NORTHEAST FOR 2.2
 BL2118'MILES TO A CROSSROAD, TURN LEFT AND GO WESTERLY ON A GRADED
 BL2118'ROAD FOR 0.2 MILE TO THE TOP OF THE HILL AND THE STATION
 BL2118'ON THE LEFT AS DESCRIBED.
 BL2118'
 BL2118'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 BL2118'A GRADED ROAD FOR 0.2 MILE TO A CROSSROAD, TURN LEFT AND GO
 BL2118'NORTH FOR 0.15 MILE TO A FARM HOUSE ON THE RIGHT AND A BARN
 BL2118'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BL2118'
 BL2118'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1111 ***********************************************************************
 CT1111  DESIGNATION -  SIMMONS
 CT1111  PID         -  CT1111
 CT1111  STATE/COUNTY-  TX/TAYLOR
 CT1111  USGS QUAD   -  ABILENE EAST (1987)
 CT1111
 CT1111                         *CURRENT SURVEY CONTROL
 CT1111  ___________________________________________________________________
 CT1111* NAD 83(1993)-  32 28 28.96308(N)    099 44 13.01052(W)     ADJUSTED  
 CT1111* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 CT1111  ___________________________________________________________________
 CT1111  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 CT1111  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CT1111
 CT1111  HORZ ORDER  -  THIRD
 CT1111
 CT1111.The horizontal coordinates were established by classical geodetic methods
 CT1111.and adjusted by the National Geodetic Survey in February 1996..
 CT1111
 CT1111.The orthometric height was scaled from a topographic map.
 CT1111
 CT1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1111
 CT1111.The geoid height was determined by GEOID03.
 CT1111
 CT1111;                    North         East     Units Scale Factor Converg.
 CT1111;SPC TXNC     - 2,090,289.395   483,734.820   MT  0.99992296   -0 40 28.6
 CT1111;SPC TXNC     - 6,857,891.12  1,587,053.32   sFT  0.99992296   -0 40 28.6
 CT1111;UTM  14      - 3,593,295.034   430,751.596   MT  0.99965913   -0 23 44.5
 CT1111
 CT1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1111!SPC TXNC     -   0.99991942  x   0.99992296  =   0.99984238
 CT1111!UTM  14      -   0.99991942  x   0.99965913  =   0.99957857
 CT1111
 CT1111|---------------------------------------------------------------------|
 CT1111| PID    Reference Object                     Distance      Geod. Az  |
 CT1111|                                                           dddmmss.s |
 CT1111| CX8650 SIMMONS RM 2                         23.057 METERS 09147     |
 CT1111| CX8648 SIMMONS AZ MK                                      3570953.3 |
 CT1111| CX8649 SIMMONS RM 1                         23.939 METERS 35828     |
 CT1111|---------------------------------------------------------------------|
 CT1111
 CT1111                          SUPERSEDED SURVEY CONTROL
 CT1111
 CT1111  NAD 83(1986)-  32 28 28.96940(N)    099 44 12.99858(W) AD(       ) 3
 CT1111  NAD 27      -  32 28 28.52240(N)    099 44 11.68050(W) AD(       ) 3
 CT1111
 CT1111.Superseded values are not recommended for survey control.
 CT1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1111.See file dsdata.txt to determine how the superseded data were derived.
 CT1111
 CT1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3075293295(NAD 83)
 CT1111_MARKER: DS = TRIANGULATION STATION DISK
 CT1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1111_MARK LOGO: CGS   
 CT1111_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1111+STABILITY: SURFACE MOTION
 CT1111
 CT1111  HISTORY     - Date     Condition        Report By
 CT1111  HISTORY     - 1961     MONUMENTED       CGS
 CT1111  HISTORY     - 19841010 GOOD             NGS
 CT1111  HISTORY     - 19940616 GOOD             USPSQD
 CT1111  HISTORY     - 20001006 GOOD             LOCSUR
 CT1111  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT1111
 CT1111                          STATION DESCRIPTION
 CT1111
 CT1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1111'THE STATION IS AT THE HARDIN SIMMONS UNIVERSITY, IN THE
 CT1111'NORTHEAST ANGLE OF THE INTERSECTION OF AMBLER AVENUE AND SIMMONS
 CT1111'AVENUE, IN THE NORTH SECTION OF ABILENE.
 CT1111'
 CT1111'STATION MARKS ARE STANDARD DISKS STAMPED SIMMONS 1961.  THE
 CT1111'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 3 INCHES BELOW
 CT1111'THE SURFACE OF THE GROUND.  IT IS 55 FEET NORTHWEST OF A
 CT1111'POWER POLE, 53 FEET NORTH OF THE CENTER OF AMBLER AVENUE,
 CT1111'50 FEET EAST OF THE CENTER OF SIMMONS AVENUE AND 30 FEET
 CT1111'SOUTHEAST OF A 12-INCH MESQUITE TREE.  THE UNDERGROUND DISK
 CT1111'IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE
 CT1111'SURFACE OF THE GROUND.
 CT1111'
 CT1111'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SIMMONS NO 1
 CT1111'1961, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CT1111'OF THE GROUND.  IT IS 63 FEET NORTHEAST OF A 12-INCH MESQUITE
 CT1111'TREE AND 48 FEET EAST OF THE CENTER OF SIMMONS AVENUE.
 CT1111'
 CT1111'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SIMMONS NO 2
 CT1111'1961, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CT1111'OF THE GROUND.  IT IS 50 FEET NORTH OF THE CENTER OF AMBLER
 CT1111'AVENUE, 45.5 FEET NORTHEAST OF THE POWER POLE AND 35 FEET
 CT1111'NORTH OF A POWER POLE.
 CT1111'
 CT1111'AZIMUTH MARK, A STANDARD DISK STAMPED SIMMONS 1961, IS SET
 CT1111'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 35
 CT1111'FEET NORTH OF THE CENTER OF VOGEL AVENUE, 33 FEET EAST OF THE
 CT1111'SOUTHEAST CORNER OF A HOUSE, 16 FEET WEST OF THE CENTER OF
 CT1111'SIMMONS AVENUE AND 13 FEET SOUTH OF A 12-INCH CEDAR TREE.
 CT1111'
 CT1111'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 CT1111'SIMMONS AVENUE FOR 0.25 MILE TO THE JUNCTION OF SIMMONS AND
 CT1111'VOGLE AVENUE AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE.
 CT1111'
 CT1111'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CT1111'
 CT1111'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CT1111
 CT1111                          STATION RECOVERY (1984)
 CT1111
 CT1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CT1111'THE STATION WAS RECOVERED AS DESCRIBED IN EXCELLENT CONDITION.  THE
 CT1111'ANGLES AND DISTANCES TO THE REFERENCE MARKS CHECKED.  THE AZIMUTH MARK
 CT1111'WILL NOT SEE WITHOUT A 10-FOOT STAND.  THE REFERENCE MARKS ARE TWO
 CT1111'FEET BELOW GROUND.
 CT1111
 CT1111                          STATION RECOVERY (1994)
 CT1111
 CT1111'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1111'RECOVERED IN GOOD CONDITION.
 CT1111
 CT1111                          STATION RECOVERY (2000)
 CT1111
 CT1111'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (GDH)
 CT1111'THERE HAS BEEN SOME CONSTRUCTION AROUND THIS MONUMENT. THE RMS MIGHT
 CT1111'BE THERE, BUT ARE PROBABLY UNDER A BERM AROUND A PARKING LOT. THE MARK
 CT1111'WAS FOUND AS DESCRIBED IN THE NE CORNER OF THE INTERSECTION OF SIMMONS
 CT1111'AVE. AND AMBLER AVE. IT IS 22.5 FT N OF THE N BACK OF CURB OF AMBLER
 CT1111'AVE., 19.7 FT NE OF A LIGHT POLE, AND 15.7 FT E OF THE N CORNER OF A
 CT1111'GRANITE SIGN FOR HARDIN SIMMONS UNIVERSITY.
 CT1111
 CT1111                          STATION RECOVERY (2001)
 CT1111
 CT1111'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT1111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1250 ***********************************************************************
 DM1250  DESIGNATION -  SIMMS
 DM1250  PID         -  DM1250
 DM1250  STATE/COUNTY-  TX/BOWIE
 DM1250  USGS QUAD   -  MALTA (1975)
 DM1250
 DM1250                         *CURRENT SURVEY CONTROL
 DM1250  ___________________________________________________________________
 DM1250* NAD 83(1993)-  33 22 31.08972(N)    094 30 04.85589(W)     ADJUSTED  
 DM1250* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 DM1250  ___________________________________________________________________
 DM1250  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DM1250  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1250
 DM1250  HORZ ORDER  -  FIRST
 DM1250
 DM1250.The horizontal coordinates were established by classical geodetic methods
 DM1250.and adjusted by the National Geodetic Survey in February 1996..
 DM1250
 DM1250.The orthometric height was scaled from a topographic map.
 DM1250
 DM1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1250
 DM1250.The geoid height was determined by GEOID03.
 DM1250
 DM1250;                    North         East     Units Scale Factor Converg.
 DM1250;SPC TXNC     - 2,196,551.677   971,965.390   MT  0.99988852   +2 10 51.0
 DM1250;SPC TXNC     - 7,206,519.96  3,188,856.45   sFT  0.99988852   +2 10 51.0
 DM1250;UTM  15      - 3,693,901.031   360,340.672   MT  0.99984047   -0 49 33.8
 DM1250
 DM1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1250!SPC TXNC     -   0.99998679  x   0.99988852  =   0.99987532
 DM1250!UTM  15      -   0.99998679  x   0.99984047  =   0.99982727
 DM1250
 DM1250:                Primary Azimuth Mark                     Grid Az
 DM1250:SPC TXNC     -  BOSTON BOWIE COUNTY CTHSE TWR            042 35 34.8
 DM1250:UTM  15      -  BOSTON BOWIE COUNTY CTHSE TWR            045 35 59.6
 DM1250
 DM1250|---------------------------------------------------------------------|
 DM1250| PID    Reference Object                     Distance      Geod. Az  |
 DM1250|                                                           dddmmss.s |
 DM1250| DM1248 BOSTON BOWIE COUNTY CTHSE TWR       APPROX.10.5 KM 0444625.8 |
 DM1250| CX6259 SIMMS RM 1                           47.671 METERS 17352     |
 DM1250| CX6258 SIMMS AZ MK 2                                      2353138.9 |
 DM1250| CX6257 SIMMS AZ MK                                        2670743.0 |
 DM1250| CX6260 SIMMS RM 2                           37.890 METERS 26743     |
 DM1250| DM1291 DE KALB MUNICIPAL TANK              APPROX.18.3 KM 3243952.8 |
 DM1250|---------------------------------------------------------------------|
 DM1250
 DM1250                          SUPERSEDED SURVEY CONTROL
 DM1250
 DM1250  NAD 83(1993)-  33 22 31.09126(N)    094 30 04.85306(W) AD(       ) 1
 DM1250  NAD 83(1986)-  33 22 31.09296(N)    094 30 04.84497(W) AD(       ) 1
 DM1250  NAD 27      -  33 22 30.66200(N)    094 30 04.11600(W) AD(       ) 1
 DM1250
 DM1250.Superseded values are not recommended for survey control.
 DM1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1250.See file dsdata.txt to determine how the superseded data were derived.
 DM1250
 DM1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS6034193901(NAD 83)
 DM1250_MARKER: DS = TRIANGULATION STATION DISK
 DM1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1250
 DM1250  HISTORY     - Date     Condition        Report By
 DM1250  HISTORY     - 1935     MONUMENTED       CGS
 DM1250  HISTORY     - 1937     GOOD             TXHD
 DM1250  HISTORY     - 1952     GOOD             CGS
 DM1250  HISTORY     - 1956     GOOD             CGS
 DM1250  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1250
 DM1250                          STATION DESCRIPTION
 DM1250
 DM1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1250'THIS STATION IS ABOUT 1.75 MILES N OF THE LITTLE SETTLEMENT
 DM1250'OF SIMMS.  ON A SMALL HILL IN PASTURE LAND OWNED BY MR. SIMMS.
 DM1250'THE MARK IS ABOUT 150 YARDS E OF STATE HIGHWAY 98.  86 FEET
 DM1250'N OF THE N SIDE OF AN OLD SHED, 36 FEET NW OF A TRIANGLE
 DM1250'BLAZED 10-INCH PINE.  25 FEET S OF THE SE CORNER OF THE
 DM1250'REMAINS OF THE FOUNDATION OF A BARN WHICH WAS BURNED AND
 DM1250'PROJECTS 3 INCHES.
 DM1250'
 DM1250'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 DM1250'IN CONCRETE.
 DM1250'
 DM1250'REFERENCE AND AZIMUTH MARKS ARE MARKED BY THE CENTER OF
 DM1250'THE TOP OF A BOLT SET IN THE CENTER OF THE TOP OF A STANDARD
 DM1250'CONCRETE POST.  AN ARROW POINTING TOWARD THE STATION IS
 DM1250'CUT IN THE HEAD OF EACH OF THE BOLTS.  THE TOP OF THE POST
 DM1250'IS INSCRIBED SIMMS 1935 AND NO. 1, NO. 2, AND AZIMUTH
 DM1250'RESPECTIVELY.
 DM1250'
 DM1250'REFERENCE MARK NO. 1 IS S OF THE STATION 2 FEET E OF THE
 DM1250'NE CORNER OF THE OLD SHED, AND IS SET FLUSH.
 DM1250'
 DM1250'REFERENCE MARK NO. 2 IS W OF THE STATION, 75 FEET SW OF
 DM1250'THE SW CORNER OF THE OLD FOUNDATION 110 YARDS E OF STATE
 DM1250'HIGHWAY 98 AND IS SET FLUSH.
 DM1250'
 DM1250'THE AZIMUTH MARK IS W OF THE STATION, 1/2 FOOT S OF THE
 DM1250'N RIGHT-OF-WAY FENCE OF AN E-W ROAD.  125 FEET NNE OF A
 DM1250'FARMHOUSE AND PROJECTS 1 INCH.
 DM1250'
 DM1250'TO REACH FROM THE E EDGE OF SIMMS AT THE JUNCTION OF STATE
 DM1250'HIGHWAY 98, AND U.S. HIGHWAY 67, GO N ON STATE HIGHWAY 98,
 DM1250'1.75 MILES TO A POINT OPPOSITE THE STATION.  TRUCK CAN BE
 DM1250'DRIVEN TO STATION BY PASSING THROUGH GATE 0.1 MILE S.
 DM1250'
 DM1250'ALL LIGHTS CAME INTO VIEW AT 77 FEET.
 DM1250
 DM1250                          STATION RECOVERY (1937)
 DM1250
 DM1250'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1250'DESCRIPTION SATISFACTORY.  STATION RECOVERED AND FOUND TO
 DM1250'BE IN GOOD CONDITION.  NO EFFORT MADE TO RECOVER OTHER MARKS.
 DM1250
 DM1250                          STATION RECOVERY (1952)
 DM1250
 DM1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1250'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935
 DM1250'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE STATION
 DM1250'DESCRIPTION IS ADEQUATE.  THE 1935 AZIMUTH MARK COULD NOT
 DM1250'BE FOUND AND A NEW MARK WAS ESTABLISHED.  THE DIRECTION
 DM1250'TO THE REFERENCE MARKS WAS TAKEN.  THE DISTANCE TO R.M. 1
 DM1250'WAS NOT CHECKED BECAUSE OF A TREE ON LINE.
 DM1250'
 DM1250'AZIMUTH MARK IS 40 FEET NORTH OF THE CENTERLINE OF A PAVED
 DM1250'ROAD, 18 FEET EAST OF THE EAST GATE POST OF A WIRE GATE,
 DM1250'2.6 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF
 DM1250'A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 DM1250'AND THE DISK IS STAMPED SIMMS 1952.
 DM1250'
 DM1250'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 DM1250'ACROSS PASTURE TO A BOARD GATE.  PASS THROUGH GATE AND GO
 DM1250'WESTERLY ON T-ROAD FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT
 DM1250'AS DESCRIBED.
 DM1250'
 DM1250'THE 1935 TO REACH IS ADEQUATE.
 DM1250
 DM1250                          STATION RECOVERY (1956)
 DM1250
 DM1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1250'THE STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 DM1250'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DID NOT RECOVER
 DM1250'REFERENCE MARK NO. 1.
 DM1250'
 DM1250'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1250
 DM1250                          STATION RECOVERY (1997)
 DM1250
 DM1250'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2337 ***********************************************************************
 AH2337  DESIGNATION -  SIMMS ET
 AH2337  PID         -  AH2337
 AH2337  STATE/COUNTY-  TX/DEAF SMITH
 AH2337  USGS QUAD   -  SIMMS (1966)
 AH2337
 AH2337                         *CURRENT SURVEY CONTROL
 AH2337  ___________________________________________________________________
 AH2337* NAD 83(1993)-  35 01 56.19415(N)    102 39 34.95313(W)     ADJUSTED  
 AH2337* NAVD 88     -      1273.5    (meters)    4178.     (feet)  VERTCON   
 AH2337  ___________________________________________________________________
 AH2337  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 AH2337  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AH2337
 AH2337  HORZ ORDER  -  THIRD
 AH2337
 AH2337.The horizontal coordinates were established by classical geodetic methods
 AH2337.and adjusted by the National Geodetic Survey in July 1998..
 AH2337
 AH2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2337
 AH2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2337
 AH2337.The geoid height was determined by GEOID03.
 AH2337
 AH2337;                    North         East     Units Scale Factor Converg.
 AH2337;SPC TX N     - 1,115,138.224    94,183.334   MT  0.99993339   -0 40 19.5
 AH2337;SPC TX N     - 3,658,582.66    308,999.82   sFT  0.99993339   -0 40 19.5
 AH2337;UTM  13      - 3,879,126.074   713,491.927   MT  1.00016177   +1 20 38.1
 AH2337
 AH2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2337!SPC TX N     -   0.99980401  x   0.99993339  =   0.99973741
 AH2337!UTM  13      -   0.99980401  x   1.00016177  =   0.99996575
 AH2337
 AH2337                          SUPERSEDED SURVEY CONTROL
 AH2337
 AH2337  NGVD 29 (07/28/98) 1272.9    (m)         4176.     (f) VERT ANG       
 AH2337
 AH2337.Superseded values are not recommended for survey control.
 AH2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2337.See file dsdata.txt to determine how the superseded data were derived.
 AH2337
 AH2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU1349279126(NAD 83)
 AH2337_MARKER: DS = TRIANGULATION STATION DISK
 AH2337
 AH2337  HISTORY     - Date     Condition        Report By
 AH2337  HISTORY     - 1966     MONUMENTED       USGS
 AH2337
 AH2337                          STATION DESCRIPTION
 AH2337
 AH2337'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2337'STATION LOCATED 16 MI. S. OF ADRIAN, TEXAS, ALONG STATE HIGHWAY 214,
 AH2337'AT JUNCTION WITH FARM ROAD 1412, IN THE SMALL COMMUNITY OF SIMMS.
 AH2337'TABLET IS SET ON TOP OF 62 FT. CONCRETE ELEVATOR, OWNED BY SIMMS GRAIN
 AH2337'COMPANY, 3.5 FT. NW. OF LOADING SPOUT AT CENTER OF STRUCTURE.
 AH2337'STATION MARK--STANDARD USGS ALUMINUM TABLET SET FLUSH IN CONCRETE
 AH2337'ROOF, STAMPED---SIMMS ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1484 ***********************************************************************
 AB1484  DESIGNATION -  SIMPLE
 AB1484  PID         -  AB1484
 AB1484  STATE/COUNTY-  TX/WILLACY
 AB1484  USGS QUAD   -  NORTH OF PORT ISABEL NW (1970)
 AB1484
 AB1484                         *CURRENT SURVEY CONTROL
 AB1484  ___________________________________________________________________
 AB1484* NAD 83(1993)-  26 24 48.05257(N)    097 13 31.75845(W)     ADJUSTED  
 AB1484* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AB1484  ___________________________________________________________________
 AB1484  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AB1484  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 AB1484
 AB1484  HORZ ORDER  -  THIRD
 AB1484
 AB1484.The horizontal coordinates were established by classical geodetic methods
 AB1484.and adjusted by the National Geodetic Survey in February 1996..
 AB1484
 AB1484.The orthometric height was scaled from a topographic map.
 AB1484
 AB1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1484
 AB1484.The geoid height was determined by GEOID03.
 AB1484
 AB1484;                    North         East     Units Scale Factor Converg.
 AB1484;SPC TX S     - 5,083,369.219   427,142.423   MT  0.99994702   +0 34 43.1
 AB1484;SPC TX S     -16,677,687.18  1,401,383.10   sFT  0.99994702   +0 34 43.1
 AB1484;UTM  14      - 2,922,680.232   676,980.096   MT  0.99998672   +0 47 22.5
 AB1484
 AB1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1484!SPC TX S     -   1.00000334  x   0.99994702  =   0.99995036
 AB1484!UTM  14      -   1.00000334  x   0.99998672  =   0.99999006
 AB1484
 AB1484:                Primary Azimuth Mark                     Grid Az
 AB1484:SPC TX S     -  EN 02 1968                               164 02 33.7
 AB1484:UTM  14      -  EN 02 1968                               163 49 54.3
 AB1484
 AB1484|---------------------------------------------------------------------|
 AB1484| PID    Reference Object                     Distance      Geod. Az  |
 AB1484|                                                           dddmmss.s |
 AB1484| AB1486 EN 02 1968                          APPROX. 2.2 KM 1643716.8 |
 AB1484| CV3451 SIMPLE RM 1                                        26303     |
 AB1484|---------------------------------------------------------------------|
 AB1484
 AB1484                          SUPERSEDED SURVEY CONTROL
 AB1484
 AB1484  NAD 83(1986)-  26 24 48.06973(N)    097 13 31.72015(W) AD(       ) 3
 AB1484  NAD 27      -  26 24 46.81483(N)    097 13 30.81047(W) AD(       ) 3
 AB1484
 AB1484.Superseded values are not recommended for survey control.
 AB1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1484.See file dsdata.txt to determine how the superseded data were derived.
 AB1484
 AB1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7698022680(NAD 83)
 AB1484_MARKER: DS = TRIANGULATION STATION DISK
 AB1484_SETTING: 0 = UNSPECIFIED SETTING
 AB1484
 AB1484  HISTORY     - Date     Condition        Report By
 AB1484  HISTORY     - 1968     MONUMENTED       CGS
 AB1484  HISTORY     - 1973     GOOD             LOCSUR
 AB1484
 AB1484                          STATION DESCRIPTION
 AB1484
 AB1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1484'STATION IS LOCATED ABOUT 23 MILES NORTHEAST OF PORT ISABEL
 AB1484'ON THE BEACH OF SOUTH PADRE ISLAND, IN AN OPEN SANDY AREA,
 AB1484'JUST NORTH OF THE WILLACY - CAMERON COUNTY LINE.
 AB1484'
 AB1484'STATION MARK IS 190.0 FEET WEST OF THE MHWL OF THE GULF OF
 AB1484'MEXICO, 175.0 FEET NORTH OF THE WILLACY - CAMERON COUNTY LINE
 AB1484'POST, 13.0 FEET NORTH OF A 4 X 4 INCH WOODEN WITNESS POST,
 AB1484'14.0 FEET SOUTH OF A SIMILAR 4 X 4 INCH WOODEN WITNESS POST,
 AB1484'0.6 MILE NORTH OF THE CENTERLINE OF A LARGE, WIDE SAND WASH,
 AB1484'WHICH IS THE THIRD WIDE WASH NORTH OF AN ABANDONED OIL WELL
 AB1484'ON THE BEACH, AND APPROXIMATELY 1,000 FEET EAST OF THE
 AB1484'SOUTHERLY END OF A LOW ROW OF SAND DUNES, SAID DUNES BEING THE
 AB1484'FIRST ROW OF DUNES TO THE NORTH OF THE WIDE SAND WASH OR FLAT.
 AB1484'MARK IS A STANDARD BRONZE DISK, STAMPED SIMPLE 1968, BRAZED
 AB1484'TO THE TOP OF A 2 INCH GALVANIZED IRON PIPE 10.5 FEET LONG.
 AB1484'THE MARK PROJECTING 1.0 FOOT.
 AB1484'
 AB1484'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK, STAMPED
 AB1484'SIMPLE 1968 NO. 1, BRAZED TO THE TOP OF A 2 INCH GALVANIZED
 AB1484'IRON PIPE, 10.5 FEET LONG.  THE REFERENCE MARK PROJECTS
 AB1484'1.0 FOOT.
 AB1484'
 AB1484'TO REACH THE STATION FROM THE POST OFFICE IN PORT ISABEL,
 AB1484'GO EASTERLY ON TEXAS PARK ROAD 100, ACROSS LAGUNA MADRE, 2.8
 AB1484'MILES TO A Y INTERSECTION, KEEP LEFT ON PARK ROAD 100 FOR
 AB1484'4.1 MILES TO A ROAD RIGHT, TURN RIGHT AND GO 0.2 MILES TO THE
 AB1484'GULF MHWL, THEN LEFT (NORTH) AND TRAVEL ALONG MHWL 14.3 MILES
 AB1484'TO AN ABANDONED OIL WELL ON THE BEACH (THE OIL WELL HAS A
 AB1484'GATE VALVE AND SEVERAL PIPES VISIBLE), CONTINUE NORTH ALONG
 AB1484'BEACH 5.4 MILES, PASSING THREE WIDE SANDY WASHES OR FLATS,
 AB1484'TO THE STATION ON THE LEFT AS DESCRIBED.  A FOUR WHEEL DRIVE
 AB1484'VEHICLE IS NECESSARY TO REACH THE STATION.
 AB1484
 AB1484                          STATION RECOVERY (1973)
 AB1484
 AB1484'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (MLC)
 AB1484'RECOVERED BY CLAUNCH AND ASSOC
 AB1484'
 AB1484'STATION RECOVERED IN GOOD SHAPE
 AB1484'
 AB1484'DESCRIPTION ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1286 ***********************************************************************
 BZ1286  DESIGNATION -  SIMPSON
 BZ1286  PID         -  BZ1286
 BZ1286  STATE/COUNTY-  TX/MCLENNAN
 BZ1286  USGS QUAD   -  CRAWFORD (1979)
 BZ1286
 BZ1286                         *CURRENT SURVEY CONTROL
 BZ1286  ___________________________________________________________________
 BZ1286* NAD 83(1993)-  31 36 04.03656(N)    097 29 33.61350(W)     ADJUSTED  
 BZ1286* NAVD 88     -       261.1    (meters)     857.     (feet)  VERTCON   
 BZ1286  ___________________________________________________________________
 BZ1286  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BZ1286  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BZ1286
 BZ1286  HORZ ORDER  -  FIRST
 BZ1286
 BZ1286.The horizontal coordinates were established by classical geodetic methods
 BZ1286.and adjusted by the National Geodetic Survey in February 1996..
 BZ1286
 BZ1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1286
 BZ1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1286
 BZ1286.The geoid height was determined by GEOID03.
 BZ1286
 BZ1286;                    North         East     Units Scale Factor Converg.
 BZ1286;SPC TX C     - 3,217,890.617   969,532.253   MT  0.99993637   +1 27 47.2
 BZ1286;SPC TX C     -10,557,362.80  3,180,873.73   sFT  0.99993637   +1 27 47.2
 BZ1286;UTM  14      - 3,497,210.150   642,995.743   MT  0.99985220   +0 47 23.9
 BZ1286
 BZ1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1286!SPC TX C     -   0.99996332  x   0.99993637  =   0.99989969
 BZ1286!UTM  14      -   0.99996332  x   0.99985220  =   0.99981552
 BZ1286
 BZ1286:                Primary Azimuth Mark                     Grid Az
 BZ1286:SPC TX C     -  PAYNE                                    064 17 47.5
 BZ1286:UTM  14      -  PAYNE                                    064 58 10.8
 BZ1286
 BZ1286|---------------------------------------------------------------------|
 BZ1286| PID    Reference Object                     Distance      Geod. Az  |
 BZ1286|                                                           dddmmss.s |
 BZ1286| BZ1284 PAYNE                               APPROX.17.2 KM 0654534.7 |
 BZ1286| BZ1288 DELMORE RANCH LOW SILO              APPROX.10.0 KM 0711303.1 |
 BZ1286| BZ1287 DELMORE RANCH TALL WHITE SILO       APPROX.10.0 KM 0711625.3 |
 BZ1286| BZ1359 CORYELL CITY GERMAN CHURCH          APPROX.11.8 KM 2414129.0 |
 BZ1286| CV6335 SIMPSON RM                          110.760 METERS 25627     |
 BZ1286|---------------------------------------------------------------------|
 BZ1286
 BZ1286                          SUPERSEDED SURVEY CONTROL
 BZ1286
 BZ1286  NAD 83(1986)-  31 36 04.04529(N)    097 29 33.59654(W) AD(       ) 1
 BZ1286  NAD 27      -  31 36 03.46300(N)    097 29 32.53700(W) AD(       ) 1
 BZ1286  NGVD 29 (07/19/86)  261.1    (m)          857.     (f) VERT ANG       
 BZ1286
 BZ1286.Superseded values are not recommended for survey control.
 BZ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1286.See file dsdata.txt to determine how the superseded data were derived.
 BZ1286
 BZ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV4299697210(NAD 83)
 BZ1286_MARKER: DS = TRIANGULATION STATION DISK
 BZ1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1286
 BZ1286  HISTORY     - Date     Condition        Report By
 BZ1286  HISTORY     - 1919     MONUMENTED       CGS
 BZ1286  HISTORY     - 1935     GOOD             CGS
 BZ1286  HISTORY     - 1937     GOOD             CGS
 BZ1286  HISTORY     - 1937     GOOD             TXHD
 BZ1286  HISTORY     - 1940     GOOD             TSI
 BZ1286  HISTORY     - 1957     GOOD             USGS
 BZ1286  HISTORY     - 1960     GOOD             USAF
 BZ1286  HISTORY     - 1970     GOOD             NGS
 BZ1286  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1286  HISTORY     - 20040110 MARK NOT FOUND   USPSQD
 BZ1286
 BZ1286                          STATION DESCRIPTION
 BZ1286
 BZ1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1286'STATION IS ABOUT 4 MILES S OF VALLEY MILLS, 7 MILES NW OF
 BZ1286'CRAWFORD, 2 MILES SW OF THE CRAWFORD-VALLEY MILLS ROAD, ON TOP
 BZ1286'OF A FLAT HILL IN PASTURE OWNED BY D.R. SIMPSON, AND E OF HIS
 BZ1286'HOUSE.  AN OLD UNITED STATES GEOLOGICAL SURVEY TRIANGULATION
 BZ1286'STATION IS ON THIS HILL, MARKED BY A DRILL HOLE AND LETTERS IN
 BZ1286'A FLAT ROCK SET IN THE SURFACE OF THE GROUND.  IT DOES NOT
 BZ1286'APPEAR TO HAVE BEEN DISTURBED.  IT IS 61.07 METERS (200.4 FEET)
 BZ1286'FROM THE STATION, N 38 DEG 01 MIN E. SURFACE AND
 BZ1286'UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BZ1286'REFERENCE MARK, A NAIL SET
 BZ1286'IN A SQUARE MASS OF CONCRETE, IS BY THE SIDE OF THE FENCE
 BZ1286'AROUND MR. SIMPSONS HOUSE, AND IS 110.76 METERS (363.4
 BZ1286'FEET) FROM THE STATION S 19 DEG 47 MIN W.  SIMPSONS
 BZ1286'HOUSE IS 115 METERS (377 FEET) FROM STATION, S 21 DEG W.
 BZ1286
 BZ1286                          STATION RECOVERY (1935)
 BZ1286
 BZ1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1286'THIS STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 BZ1286'THE REFERENCE MARK WAS FOUND AS DESCRIBED AND IS IN EXCELLENT
 BZ1286'CONDITION.  THE REFERENCE MARK IS IN FRONT OF THE HOUSE OF D.R.
 BZ1286'SIMPSON NEXT TO THE FENCE.  THE OLD U.S.G.S. TRIANGULATION
 BZ1286'STATION ON THIS HILL WAS ALSO RECOVERED, AND IS APPARENTLY
 BZ1286'UNDISTURBED.
 BZ1286'
 BZ1286'TO REACH SIMPSONS HOUSE FROM THE SETTLEMENT OF PATTON LEAVE STORE
 BZ1286'AT PATTON, CROSS CREEK AND GO ABOUT 1 BLOCK TO SCHOOL.  TURN
 BZ1286'RIGHT AT SCHOOL AND GO UNDER THE RAILROAD UNDERPASS.  FOLLOW
 BZ1286'THIS GRAVEL ROAD FOR A DISTANCE OF 1.7 MILES FROM UNDERPASS TO
 BZ1286'A WHITE HOUSE AT SHARP TURN IN THE ROAD.  TURN IN AT THIS HOUSE
 BZ1286'AND FOLLOW THE TRAIL AROUND THE RIGHT SIDE OF THIS HOUSE
 BZ1286'THROUGH A PASTURE TO A FENCE.  TURN RIGHT UP THIS FENCE AND GO
 BZ1286'THROUGH PLANK GATE.  FOLLOW PLAIN TRAIL TO SIMPSONS HOUSE.
 BZ1286'THE DISTANCE THROUGH THESE PASTURES TO SIMPSONS HOUSE FROM
 BZ1286'THE GRAVEL ROAD IS ABOUT 1.0 MILE.
 BZ1286
 BZ1286                          STATION RECOVERY (1937)
 BZ1286
 BZ1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 BZ1286'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BZ1286'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, ABOUT
 BZ1286'14 INCHES SQUARE AND PROJECTING ABOUT 4 INCHES ABOVE THE GROUND
 BZ1286'ON THE HIGHEST POINT OF THE HILL.
 BZ1286'
 BZ1286'THE REFERENCE MARK IS A NAIL SET IN AN 8-INCH SQUARE BLOCK OF
 BZ1286'CONCRETE PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 BZ1286'
 BZ1286'TO REACH FROM VALLEY MILLS, GO S ON A GRADED ROAD FROM THE
 BZ1286'STANLEY MOORE SERVICE STATION, WHICH IS ABOUT 2 BLOCKS E OF THE
 BZ1286'BUSINESS SECTION, ON THE CRAWFORD ROAD FOR 2.9 MILES.  TAKE THE
 BZ1286'RIGHT FORK AT THE SMALL STORE AND GO S ACROSS THE CREEK, KEEPING
 BZ1286'ALL RIGHT FORKS, PASS TO THE RIGHT OF THE SCHOOL AND THROUGH
 BZ1286'THE PICNIC GROUNDS AND UNDER THE RAILROAD BRIDGE AND FOLLOW
 BZ1286'THE SMALL GRADED ROAD 1.8 MILES SW.  THEN TURN RIGHT THROUGH A
 BZ1286'GATE ABOUT 25 YARDS AFTER PASSING AROUND A CORNER TO THE
 BZ1286'LEFT AND GO SW ON A FIELD ROAD, PASSING TO THE RIGHT OF THE
 BZ1286'BARE HOUSE ON THE HILL 0.4 MILE.  TAKE THE RIGHT FORK UP A
 BZ1286'NARROW LANE, THROUGH A GATE AND ACROSS THE PASTURE 0.4 MILE
 BZ1286'TO THE TOP OF THE PASTURE HILL AND THE STATION AT THE LEFT
 BZ1286'OF THE ROAD.
 BZ1286
 BZ1286                          STATION RECOVERY (1937)
 BZ1286
 BZ1286'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1286'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BZ1286'NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 BZ1286
 BZ1286                          STATION RECOVERY (1940)
 BZ1286
 BZ1286'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 BZ1286'STATION RECOVERED AND DESCRIPTION SATISFACTORY.
 BZ1286
 BZ1286                          STATION RECOVERY (1957)
 BZ1286
 BZ1286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BZ1286'TO REACH FROM JUNCTION OF STATE HIGHWAY NO. 6 AND 317 AT
 BZ1286'VALLEY MILLS.  GO SOUTH ON STATE HIGHWAY NO. 317, 3.4 MILES TO A
 BZ1286'T-JUNCTION, 0.15 MILES SOUTH OF HOG CREEK BRIDGE.  THENCE
 BZ1286'SOUTHWEST ALONG GRADED AND GRAVEL ROAD 2.4 MILES TO A FARM HOUSE
 BZ1286'ON NORTH SIDE OF ROAD AND A TRACK ROAD TO NORTH.  THENCE NORTH
 BZ1286'WEST ALONG TRACK ROAD 0.9 MILES TO THE SUMMIT OF HILL AND
 BZ1286'STATION ON RIGHT SIDE OF ROAD AND THE SIMPSON RANCH BUILDINGS ON
 BZ1286'THE LEFT.
 BZ1286
 BZ1286                          STATION RECOVERY (1960)
 BZ1286
 BZ1286'RECOVERY NOTE BY US AIR FORCE 1960
 BZ1286'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 BZ1286'CONDITION.  DISTANCE TO REFERENCE MARK NO. 1 AND OLD U.S.G.S.
 BZ1286'MARK WERE NOT MEASURED.  DIRECTION TO THESE MARKS DID NOT CHECK.
 BZ1286'
 BZ1286'OFFICE NOTE--THE ORIGINAL FIELD NOTES FOR THE DIRECTIONS TO
 BZ1286'REFERENCE MARK NO. 1 AND THE OLD U.S.G.S. WERE CHECKED AND THE
 BZ1286'AZIMUTHS IN THE ORIGINAL DESCRIPTION WERE FOUND TO BE INCORRECT.
 BZ1286'AZIMUTH FROM THE STATION TO REFERENCE MARK SHOULD READ 76 DEG 27 MIN
 BZ1286'AND AZIMUTH TO THE OLD U.S.G.S. MARK SHOULD READ 274 DEG 42 MIN.
 BZ1286
 BZ1286                          STATION RECOVERY (1970)
 BZ1286
 BZ1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 BZ1286'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 BZ1286'CONDITION.
 BZ1286'
 BZ1286'THE DESCRIPTION TO REACH THE STATION IS COMPLETELY ADEQUATE.
 BZ1286'
 BZ1286'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 BZ1286'SOUTH OF VALLEY MILLS.
 BZ1286
 BZ1286                          STATION RECOVERY (2001)
 BZ1286
 BZ1286'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ1286'MARK NOT FOUND.
 BZ1286
 BZ1286                          STATION RECOVERY (2004)
 BZ1286
 BZ1286'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1055 ***********************************************************************
 BM1055  DESIGNATION -  SIMS
 BM1055  PID         -  BM1055
 BM1055  STATE/COUNTY-  TX/BRAZOS
 BM1055  USGS QUAD   -  MUMFORD (1988)
 BM1055
 BM1055                         *CURRENT SURVEY CONTROL
 BM1055  ___________________________________________________________________
 BM1055* NAD 83(1993)-  30 40 50.56654(N)    096 33 02.48274(W)     ADJUSTED  
 BM1055* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 BM1055  ___________________________________________________________________
 BM1055  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BM1055  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BM1055
 BM1055  HORZ ORDER  -  SECOND
 BM1055
 BM1055.The horizontal coordinates were established by classical geodetic methods
 BM1055.and adjusted by the National Geodetic Survey in February 1996..
 BM1055
 BM1055.The orthometric height was scaled from a topographic map.
 BM1055
 BM1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1055
 BM1055.The geoid height was determined by GEOID03.
 BM1055
 BM1055;                    North         East     Units Scale Factor Converg.
 BM1055;SPC TX C     - 3,118,573.541 1,062,349.583   MT  0.99989731   +1 56 53.8
 BM1055;SPC TX C     -10,231,520.03  3,485,391.92   sFT  0.99989731   +1 56 53.8
 BM1055;UTM  14      - 3,396,777.766   734,635.956   MT  1.00027920   +1 15 01.2
 BM1055
 BM1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1055!SPC TX C     -   0.99999220  x   0.99989731  =   0.99988951
 BM1055!UTM  14      -   0.99999220  x   1.00027920  =   1.00027140
 BM1055
 BM1055:                Primary Azimuth Mark                     Grid Az
 BM1055:SPC TX C     -  SIMS AZ MK                               066 03 13.8
 BM1055:UTM  14      -  SIMS AZ MK                               066 45 06.4
 BM1055
 BM1055|---------------------------------------------------------------------|
 BM1055| PID    Reference Object                     Distance      Geod. Az  |
 BM1055|                                                           dddmmss.s |
 BM1055| CV9219 SIMS AZ MK                                         0680007.6 |
 BM1055| CV9220 SIMS RM 1                            40.100 METERS 07526     |
 BM1055| CV9221 SIMS RM 2                            29.444 METERS 18140     |
 BM1055|---------------------------------------------------------------------|
 BM1055
 BM1055                          SUPERSEDED SURVEY CONTROL
 BM1055
 BM1055  NAD 83(1986)-  30 40 50.58172(N)    096 33 02.46144(W) AD(       ) 2
 BM1055  NAD 27      -  30 40 49.86700(N)    096 33 01.58000(W) AD(       ) 2
 BM1055
 BM1055.Superseded values are not recommended for survey control.
 BM1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1055.See file dsdata.txt to determine how the superseded data were derived.
 BM1055
 BM1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3463696778(NAD 83)
 BM1055_MARKER: DS = TRIANGULATION STATION DISK
 BM1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1055+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 BM1055
 BM1055  HISTORY     - Date     Condition        Report By
 BM1055  HISTORY     - 1943     MONUMENTED       CGS
 BM1055  HISTORY     - 1961     GOOD             CGS
 BM1055  HISTORY     - 20040126 GOOD             GEOCAC
 BM1055  HISTORY     - 20060419 GOOD             JAC
 BM1055
 BM1055                          STATION DESCRIPTION
 BM1055
 BM1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1055'STATION IS LOCATED ABOUT 10.5 MILES W OF BRYAN IN THE NW CORNER OF
 BM1055'A SMALL PASTURE OWNED BY THE SALVATO BROTHERS.  IT IS 40 FEET S OF
 BM1055'THE CENTER LINE OF A GRAVEL ROAD, 24 FEET E OF THE NE CORNER OF A
 BM1055'GARAGE AND 24 FEET S OF A WIRE FENCE.  IT IS STAMPED SIMS 1943 AND
 BM1055'IS SET FLUSH WITH THE GROUND.
 BM1055'
 BM1055'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1055'DISKS SET IN CONCRETE.
 BM1055'
 BM1055'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 35 FEET S OF THE
 BM1055'FENCE CORNER AT THE NE CORNER OF THE PASTURE AND 1 FOOT W OF
 BM1055'A WIRE FENCE.  IT IS STAMPED SIMS NO. 1 1943 AND PROJECTS 2 INCHES.
 BM1055'
 BM1055'REFERENCE MARK NO. 2 IS S OF THE STATION, 20 FEET NW OF THE
 BM1055'NE CORNER OF A HOUSE AND 1.0 FOOT SE OF A GATE POST.  IT IS
 BM1055'STAMPED SIMS NO. 2 1943 AND PROJECTS 2 INCHES.
 BM1055'
 BM1055'THE AZIMUTH MARK IS ENE OF THE STATION, 50 FEET W OF THE
 BM1055'CENTER OF A SMALL WOODEN BRIDGE (ENTRANCE TO A CULTIVATED FIELD),
 BM1055'30 FEET N OF THE CENTER LINE OF A GRAVEL ROAD AND 1 FOOT W OF A
 BM1055'POWER POLE.  IT IS STAMPED SIMS 1943 AND PROJECTS 3 INCHES.
 BM1055'
 BM1055'TO REACH THE STATION FROM THE COURTHOUSE IN BRYAN, GO WSW
 BM1055'ON STATE HIGHWAY 21 FOR 10.35 MILES TO THE JUNCTION WITH STATE
 BM1055'FARM HIGHWAY 50.  THEN RIGHT ON HIGHWAY 50 FOR 3.1 MILES TO THE
 BM1055'STATION ON THE RIGHT.
 BM1055'
 BM1055'TO REACH THE AZIMUTH MARK FROM THE STATION, GO ENE ON A GRAVEL
 BM1055'ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 BM1055'
 BM1055'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BM1055
 BM1055                          STATION RECOVERY (1961)
 BM1055
 BM1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 BM1055'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 BM1055'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 BM1055'THE AZIMUTH MARK WAS DESTROYED DURING HIGHWAY CONSTRUCTION.
 BM1055'
 BM1055'A COMPLETE DESCRIPTION FOR RECOVERY OF THE STATION IS AS FOLLOWS--
 BM1055'THE STATION IS ABOUT 10 MILES WEST OF BRYAN, IN THE SOUTHEAST
 BM1055'ANGLE OF THE JUNCTION OF FARM AND MARKET ROADS 50 AND 1687 AT
 BM1055'STEELES STORE, AND ON THE SOUTH RIGHT-OF-WAY LINE OF FARM AND
 BM1055'MARKET ROAD 1687.
 BM1055'
 BM1055'TO REACH THE STATION FROM THE COURTHOUSE IN BRYAN, GO
 BM1055'WEST-SOUTHWEST ON TEXAS HIGHWAY 21 FOR 10.35 MILES TO THE JUNCTION
 BM1055'WITH F.M. ROAD 50.  TURN RIGHT, SOUTH, ON F.M. ROAD 50 AND GO
 BM1055'3.1 MILES TO THE STATION ON THE RIGHT.
 BM1055'
 BM1055'STATION MARK, A STANDARD DISK STAMPED SIMS 1943, IS SET IN A
 BM1055'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 BM1055'IS 130 FEET EAST OF THE CENTER OF F.M. ROAD 50, 51 FEET SOUTH OF
 BM1055'THE CENTER OF F.M. ROAD 1687, 56 FEET NORTHWEST OF THE NORTHEAST
 BM1055'CORNER OF A CORRUGATED TIN-COVERED GARAGE, 46 FEET
 BM1055'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF GARAGE, 8 FEET EAST OF
 BM1055'A TELEPHONE POLE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 BM1055'
 BM1055'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SIMS NO 1 1943, IS
 BM1055'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 98
 BM1055'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE, 66 FEET
 BM1055'SOUTH OF THE CENTER OF F.M. ROAD 1687, 9 FEET SOUTH OF THE
 BM1055'NORTHWEST CORNER FENCE POST OF FENCE AROUND PASTURE, AND 1 FOOT
 BM1055'WEST OF FENCE LINE.
 BM1055'
 BM1055'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SIMS NO 2 1943, IS
 BM1055'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 BM1055'IT IS 28 FEET SOUTH OF THE SOUTHWEST CORNER OF GARAGE, 22 FEET
 BM1055'NORTHEAST OF THE NORTHEAST CORNER OF A METAL COVERED HOUSE, AND
 BM1055'1 FOOT SOUTHEAST OF A FENCE POST.
 BM1055'
 BM1055'NOTE--NO OBJECTS WERE VISIBLE FROM THE GROUND TO RESET A NEW
 BM1055'AZIMUTH MARK.
 BM1055
 BM1055                          STATION RECOVERY (2004)
 BM1055
 BM1055'RECOVERY NOTE BY GEOCACHING 2004 (DMW)
 BM1055'RECOVERED IN GOOD CONDITION.
 BM1055
 BM1055                          STATION RECOVERY (2006)
 BM1055
 BM1055'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BM1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1040 ***********************************************************************
 BM1040  DESIGNATION -  SINCLAIR
 BM1040  PID         -  BM1040
 BM1040  STATE/COUNTY-  TX/LEE
 BM1040  USGS QUAD   -  TANGLEWOOD (1989)
 BM1040
 BM1040                         *CURRENT SURVEY CONTROL
 BM1040  ___________________________________________________________________
 BM1040* NAD 83(1993)-  30 23 35.34156(N)    096 59 53.87970(W)     ADJUSTED  
 BM1040* NAVD 88     -       140.19   (+/-2cm)     459.9    (feet)  VERTCON   
 BM1040  ___________________________________________________________________
 BM1040  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 BM1040  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BM1040
 BM1040  HORZ ORDER  -  FIRST
 BM1040  VERT ORDER  -  THIRD ? (See Below)
 BM1040
 BM1040.The horizontal coordinates were established by classical geodetic methods
 BM1040.and adjusted by the National Geodetic Survey in February 1996..
 BM1040
 BM1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1040.The vertical order pertains to the NGVD 29 superseded value.
 BM1040
 BM1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1040
 BM1040.The geoid height was determined by GEOID03.
 BM1040
 BM1040;                    North         East     Units Scale Factor Converg.
 BM1040;SPC TX C     - 3,085,339.161 1,020,441.038   MT  0.99993769   +1 43 03.9
 BM1040;SPC TX C     -10,122,483.56  3,347,896.97   sFT  0.99993769   +1 43 03.9
 BM1040;UTM  14      - 3,364,050.944   692,313.052   MT  1.00005628   +1 00 46.9
 BM1040
 BM1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1040!SPC TX C     -   0.99998211  x   0.99993769  =   0.99991980
 BM1040!UTM  14      -   0.99998211  x   1.00005628  =   1.00003839
 BM1040
 BM1040|---------------------------------------------------------------------|
 BM1040| PID    Reference Object                     Distance      Geod. Az  |
 BM1040|                                                           dddmmss.s |
 BM1040| CV9223 SINCLAIR RM 1                        23.620 METERS 03805     |
 BM1040| CV9226 SINCLAIR 2 RM 3                      20.715 METERS 14843     |
 BM1040| BM1036 GIDDINGS IMM LUTH CH SPIRE          APPROX.23.9 KM 1651352.6 |
 BM1040| BM1034 GIDDINGS MARTIN LUTHER CH           APPROX.23.6 KM 1652450.8 |
 BM1040| BM1035 GIDDINGS PRESBYTERIAN CH SPIRE      APPROX.24.2 KM 1654117.4 |
 BM1040| BM1033 GIDDINGS LEE COUNTY COURTHOUSE      APPROX.24.2 KM 1655413.2 |
 BM1040| BM1038 GIDDINGS BRENHAM COT OIL CO TK      APPROX.24.0 KM 1663054.6 |
 BM1040| BM1037 GIDDINGS MUNICIPAL TANK             APPROX.23.7 KM 1663648.5 |
 BM1040| BM1044 SINCLAIR 2                            9.606 METERS 20357     |
 BM1040| BM0871 PAIGE ST JOHNS LUTH CH SPIRE        APPROX.23.2 KM 2065536.0 |
 BM1040| CV9224 SINCLAIR RM 2                        28.953 METERS 26151     |
 BM1040| CV9222 SINCLAIR AZ MK                                     3223547.3 |
 BM1040| BM0860 LEXINGTON MUNICIPAL TANK            APPROX. 2.7 KM 3343336.0 |
 BM1040|---------------------------------------------------------------------|
 BM1040
 BM1040                          SUPERSEDED SURVEY CONTROL
 BM1040
 BM1040  NAD 83(1986)-  30 23 35.36092(N)    096 59 53.86211(W) AD(       ) 1
 BM1040  NAD 27      -  30 23 34.60700(N)    096 59 52.91700(W) AD(       ) 1
 BM1040  NGVD 29 (07/19/86)  140.13   (m)          459.7    (f) LEVELING    3  
 BM1040
 BM1040.Superseded values are not recommended for survey control.
 BM1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1040.See file dsdata.txt to determine how the superseded data were derived.
 BM1040
 BM1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9231364051(NAD 83)
 BM1040_MARKER: DS = TRIANGULATION STATION DISK
 BM1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1040
 BM1040  HISTORY     - Date     Condition        Report By
 BM1040  HISTORY     - 1935     MONUMENTED       CGS
 BM1040  HISTORY     - 1937     GOOD             TXHD
 BM1040  HISTORY     - 1943     GOOD             CGS
 BM1040  HISTORY     - 1967     SEE DESCRIPTION  CGS
 BM1040  HISTORY     - 1983     SEE DESCRIPTION  LOCENG
 BM1040
 BM1040                          STATION DESCRIPTION
 BM1040
 BM1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1040'THIS STATION IS ABOUT 14 MILES NNW OF GIDDINGS.  ABOUT 1.5
 BM1040'MILES S OF LEXINGTON.  ABOUT 22 MILES E OF ELGIN.  ABOUT 0.5
 BM1040'MILE SW OF U.S. HIGHWAY 77 ON LAND OWNED BY LEE SINCLAIR.  THE
 BM1040'MARK IS SET IN FENCE LINE ON THE SE EDGE OF THE RIGHT-OF-WAY.
 BM1040'17 FEET SE OF THE CENTER LINE OF THE ROAD.  32 FEET SW OF A
 BM1040'20-INCH OAK TREE (TRIANGULAR BLAZE).  44 FEET E OF A 2-FOOT
 BM1040'OAK TREE ON THE NW SIDE OF THE ROAD.  PROJECTS 10 INCHES.
 BM1040'
 BM1040'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1040'DISKS SET IN CONCRETE.
 BM1040'
 BM1040'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE NW EDGE OF
 BM1040'THE RIGHT-OF-WAY.  PROJECTS 10 INCHES.
 BM1040'
 BM1040'REFERENCE MARK NO. 2 IS W OF THE STATION IN FENCE LINE ON THE
 BM1040'NW EDGE OF THE RIGHT-OF-WAY.  PROJECTS 9 INCHES.
 BM1040'
 BM1040'AZIMUTH MARK IS NW OF THE STATION.  ABOUT 200 FEET N OF A
 BM1040'HOUSE.  23 FEET WSW OF THE CENTER LINE OF THE ROAD, 2 FEET NW
 BM1040'OF FENCE LINE AND PROJECTS 8 INCHES.  TO REACH FROM STATION GO
 BM1040'SW TO T-ROAD THENCE RIGHT 0.2 MILE TO MARK.
 BM1040'
 BM1040'REACHED FROM GIDDINGS, INTERSECTION OF TEXAS HIGHWAY 20 AND
 BM1040'U.S. HIGHWAY 77, GO N ON U.S. HIGHWAY 77 FOR 8.45 MILES TO A
 BM1040'POINT WHERE U.S. HIGHWAY 77 TURNS LEFT AND TEXAS HIGHWAY 21
 BM1040'TURNS RIGHT.  GO W (LEFT) ON U.S. HIGHWAY 77 FOR 9 MILES TO
 BM1040'CROSSROADS.  THIS ROAD IS 2 MILES N OF THE FLAG STOP AT THE
 BM1040'HAMLET OF LEO.  TURN LEFT ON CROSS ROAD AND GO 0.5 MILE TO
 BM1040'STATION ON THE SE EDGE OF THE RIGHT-OF-WAY.
 BM1040'
 BM1040'STATION YEQUA IS VISIBLE FROM THE GROUND.
 BM1040'
 BM1040'LIGHTS 74 FEET ABOVE STATIONS BAASEN AND OLD DIME BOX COME
 BM1040'INTO VIEW 32 FEET ABOVE THE GROUND.
 BM1040'
 BM1040'LIGHTS 60 FEET ABOVE STATIONS FRENZEL AND STORK COME INTO VIEW
 BM1040'35 FEET ABOVE THE GROUND.
 BM1040
 BM1040                          STATION RECOVERY (1937)
 BM1040
 BM1040'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1040'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 BM1040'FOLLOWING CHANGE IN DESCRIPTION TO BE MADE.  REACHED FROM
 BM1040'GIDDINGS, INTERSECTION AT TEXAS HIGHWAY 20 AND TEXAS HWY. 44 -
 BM1040'U.S. HIGHWAY 77, GO N ON TEXAS HIGHWAY 44, U.S. HIGHWAY 77, 15.9
 BM1040'MILES TO CROSS ROAD, TURN LEFT ACROSS RAILROAD, GO W 0.5 MILE
 BM1040'TO STATION ON THE SE EDGE OF THE RIGHT-OF-WAY.
 BM1040
 BM1040                          STATION RECOVERY (1943)
 BM1040
 BM1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1040'STATION AND MARKS RECOVERED AS DESCRIBED, AND IN GOOD CONDITION.
 BM1040'OLD DESCRIPTION ADEQUATE EXCEPT FOR DIRECTIONS TO REACH STATION.
 BM1040'THESE SHOULD READ AS FOLLOWS--REACHED FROM GIDDINGS, AT THE
 BM1040'INTERSECTION OF U.S. HIGHWAYS 290 AND 77.  GO N ON U.S. HIGHWAY
 BM1040'77 FOR 8.6 MILES TO INTERSECTION OF U.S. HIGHWAY 77 AND TEXAS
 BM1040'HIGHWAY 21.  CONTINUE ON U.S. HIGHWAY 77 FOR 6.9 MILES TO
 BM1040'CROSSROADS.  TURN LEFT ON CROSS ROAD AND GO 0.45 MILE TO
 BM1040'STATION ON THE SE EDGE OF THE RIGHT-OF-WAY.
 BM1040
 BM1040                          STATION RECOVERY (1967)
 BM1040
 BM1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM1040'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED, HOWEVER,
 BM1040'THE STABILITY OF THE STATION MARK IS QUESTIONABLE SINCE IT IS
 BM1040'LOCATED ON THE EDGE OF A SAND BANK WITH APPROXIMATELY 20 INCHES
 BM1040'EXPOSED ON THE NORTH SIDE FROM EROSION.  A DIFFERENCE OF 0.14
 BM1040'FEET IN DISTANCE AND APPROXIMATELY 3 MINUTES IN DIRECTION
 BM1040'WAS NOTED AND VERIFIED AT THIS OCCUPATION.  IT WOULD BE VERY
 BM1040'DIFFICULT TO BUILD OVER THE STATION AND IT IS ASSUMED THAT ITS
 BM1040'PRESENT STABILITY WILL DECREASE ANNUALLY.  REFERENCE MARK 2
 BM1040'WAS FOUND LYING ON ITS SIDE AND THE DISK RECOVERED.  THE
 BM1040'AZIMUTH MARK COULD NOT BE LOCATED AND IS ASSUMED DESTROYED.
 BM1040'
 BM1040'SINCLAIR 2, REFERENCE MARK 3, AND A NEW AZIMUTH MARK WERE
 BM1040'ESTABLISHED AT THIS TIME.
 BM1040'
 BM1040'FOR ROUTE TO REACH THE STATION AND COMPLETE DESCRIPTION, SEE
 BM1040'DESCRIPTION FOR SINCLAIR 2.
 BM1040'
 BM1040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BM1040'2 MILES SOUTH-SOUTHEAST OF LEXINGTON.
 BM1040
 BM1040                          STATION RECOVERY (1983)
 BM1040
 BM1040'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (FOH)
 BM1040'SINCLAIR 1935 ON SLOPE OF DITCH BETWEEN ROW FENCE AND ROAD.
 BM1040'PROJECTS 8 INCHES ON S. SIDE AND 20 INCHES ON N. SIDE.  NOT
 BM1040'ACCESSIBLE W/TRIPOD.  SUGGEST MARK SET FARTHER FROM ROAD AS PER
 BM1040'SINCLAIR 2, 1967.  SEE RECOVERY NOTE OF SAME.
 BM1040'
 BM1040'NO FIND AZIM. MK. MESURED DISTANCE FROM STATION AND USED ROAD AND
 BM1040'FENCE TIES.  DUG DOWN 1.5 FEET.  NO FIND R.M. NO. 1 OR R.M. NO. 2.
 BM1040'MEASURED DISTANCES AND COMPASS BEARINGS FROM STATION AND DUG DOWN
 BM1040'1.5 FEET.  DESCRIPTION AND DIRECTIONS, P.L.B. 1943, ARE ADEQUATE.
 BM1040'
 BM1040'NOTE--NEW STATION SET, SINCLAIR 2-1967.  UNPUBLISHED DATA, RECOVERY
 BM1040'NOTE ATTACHED.
 BM1040'
 BM1040'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MI. S. OF
 BM1040'LEXINGTON, ABOUT 14 MI. NW OF GIDDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1044 ***********************************************************************
 BM1044  DESIGNATION -  SINCLAIR 2
 BM1044  PID         -  BM1044
 BM1044  STATE/COUNTY-  TX/LEE
 BM1044  USGS QUAD   -  TANGLEWOOD (1989)
 BM1044
 BM1044                         *CURRENT SURVEY CONTROL
 BM1044  ___________________________________________________________________
 BM1044* NAD 83(1993)-  30 23 35.05648(N)    096 59 54.02579(W)     ADJUSTED  
 BM1044* NAVD 88     -       139.88   (+/-2cm)     458.9    (feet)  VERTCON   
 BM1044  ___________________________________________________________________
 BM1044  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 BM1044  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BM1044
 BM1044  HORZ ORDER  -  FIRST
 BM1044  VERT ORDER  -  THIRD ? (See Below)
 BM1044
 BM1044.The horizontal coordinates were established by classical geodetic methods
 BM1044.and adjusted by the National Geodetic Survey in February 1996..
 BM1044
 BM1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1044.The vertical order pertains to the NGVD 29 superseded value.
 BM1044
 BM1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1044
 BM1044.The geoid height was determined by GEOID03.
 BM1044
 BM1044;                    North         East     Units Scale Factor Converg.
 BM1044;SPC TX C     - 3,085,330.270 1,020,437.403   MT  0.99993770   +1 43 03.8
 BM1044;SPC TX C     -10,122,454.39  3,347,885.05   sFT  0.99993770   +1 43 03.8
 BM1044;UTM  14      - 3,364,042.097   692,309.307   MT  1.00005626   +1 00 46.8
 BM1044
 BM1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1044!SPC TX C     -   0.99998216  x   0.99993770  =   0.99991986
 BM1044!UTM  14      -   0.99998216  x   1.00005626  =   1.00003841
 BM1044
 BM1044:                Primary Azimuth Mark                     Grid Az
 BM1044:SPC TX C     -  LEXINGTON ATT MICROWAVE KKK 35           306 43 23.0
 BM1044:UTM  14      -  LEXINGTON ATT MICROWAVE KKK 35           307 25 40.0
 BM1044
 BM1044|---------------------------------------------------------------------|
 BM1044| PID    Reference Object                     Distance      Geod. Az  |
 BM1044|                                                           dddmmss.s |
 BM1044| BM0861 LEXINGTON ATT MICROWAVE KKK 35      APPROX. 4.5 KM 3082626.8 |
 BM1044| CV9225 SINCLAIR 2 AZ MK                                   3303131.5 |
 BM1044| BM0860 LEXINGTON MUNICIPAL TANK            APPROX. 2.7 KM 3344252.1 |
 BM1044|---------------------------------------------------------------------|
 BM1044
 BM1044                          SUPERSEDED SURVEY CONTROL
 BM1044
 BM1044  NAD 83(1986)-  30 23 35.07582(N)    096 59 54.00821(W) AD(       ) 1
 BM1044  NAD 27      -  30 23 34.32191(N)    096 59 53.06312(W) AD(       ) 1
 BM1044  NGVD 29 (07/19/86)  139.82   (m)          458.7    (f) LEVELING    3  
 BM1044
 BM1044.Superseded values are not recommended for survey control.
 BM1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1044.See file dsdata.txt to determine how the superseded data were derived.
 BM1044
 BM1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9230964042(NAD 83)
 BM1044_MARKER: DS = TRIANGULATION STATION DISK
 BM1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM1044
 BM1044  HISTORY     - Date     Condition        Report By
 BM1044  HISTORY     - 1967     MONUMENTED       CGS
 BM1044  HISTORY     - 1983     GOOD             LOCENG
 BM1044
 BM1044                          STATION DESCRIPTION
 BM1044
 BM1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM1044'THE STATION IS ABOUT 7-1/2 MILES WEST OF OLD DIME BOX, 6
 BM1044'MILES NORTHEAST OF FEDOR, 2 MILES SOUTH-SOUTHEAST OF LEXINGTON,
 BM1044'0.4 MILE WEST OF U.S. HIGHWAY 77, AND ON PROPERTY OWNED BY
 BM1044'MR. ALTON PEEBLES.
 BM1044'
 BM1044'TO REACH THE STATION FROM ABOUT 100 FEET EAST OF THE POST
 BM1044'OFFICE IN LEXINGTON, GO SOUTH ON LOOP ROAD 123 FOR 0.95 MILE
 BM1044'TO THE JUNCTION OF U.S. HIGHWAY 77.  CONTINUE SOUTHERLY ON
 BM1044'U.S. HIGHWAY 77 FOR 0.8 MILE TO A DIRT CROSSROAD.  TURN RIGHT
 BM1044'AND GO WEST ON DIRT ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 BM1044'
 BM1044'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 BM1044'SINCLAIR 2 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BM1044'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 33 FEET SOUTH
 BM1044'OF THE CENTER OF THE DIRT ROAD, 22-1/2 FEET SOUTHEAST OF A
 BM1044'16-INCH OAK TREE, 15 FEET SOUTH OF A WIRE FENCE, AND 1 FOOT
 BM1044'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BM1044'
 BM1044'SINCLAIR 1935 IS A STANDARD TRIANGULATION STATION DISK STAMPED
 BM1044'SINCLAIR 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BM1044'MONUMENT AND PROJECTS 4 INCHES ON THE SOUTH SIDE AND 20
 BM1044'INCHES ON THE NORTH SIDE.  IT IS 31 FEET NORTH-NORTHEAST OF
 BM1044'A METAL WITNESS POST WITH SIGN ATTACHED, 13 FEET SOUTH OF THE
 BM1044'CENTER OF THE DIRT ROAD, AND 2.6 FEET NORTH OF A WIRE FENCE.
 BM1044'
 BM1044'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 BM1044'SINCLAIR NO 1 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BM1044'MONUMENT AND FLUSH WITH THE GROUND SURFACE.  IT IS 63-1/2 FEET
 BM1044'WEST OF A TELEPHONE POLE, 17 FEET NORTH OF THE CENTER OF THE
 BM1044'DIRT ROAD, AND 0.5 FEET SOUTH OF A WIRE FENCE.
 BM1044'
 BM1044'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK STAMPED
 BM1044'SINCLAIR 2 NO 3 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BM1044'CONCRETE POST AND FLUSH WITH THE GROUND.  IT IS 65-1/2 FEET
 BM1044'SOUTH OF A WIRE FENCE, 16.7 FEET NORTH OF A 12-INCH CEDAR
 BM1044'TREE, AND 2.8 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 BM1044'ATTACHED.
 BM1044'
 BM1044'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 BM1044'SINCLAIR 2 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BM1044'CONCRETE POST AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 BM1044'35 FEET WEST OF THE CENTER OF A DIRT ROAD, 24 FEET SOUTH OF THE
 BM1044'CENTER OF A DIRT ROAD, 10.2 FEET WEST OF A CORNER FENCE POST,
 BM1044'AND 2.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 BM1044'
 BM1044'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON DIRT
 BM1044'ROAD FOR 0.05 MILE, THENCE TURN RIGHT AND GO NORTH ON DIRT
 BM1044'ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK
 BM1044'ON THE LEFT.
 BM1044
 BM1044                          STATION RECOVERY (1983)
 BM1044
 BM1044'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (FOH)
 BM1044'SINCLAIR 2 1967 RECOVERED GOOD - FLUSH WITH GROUND.
 BM1044'
 BM1044'R.M. NO. 3 RECOVERED GOOD - FLUSH WITH GROUND.
 BM1044'
 BM1044'SINCLAIR 1935 SEE RECOVERY NOTE.
 BM1044'
 BM1044'NO FIND R.M. NO. 1 OR AZIM. MK. TURNED ANGLES FROM R.M. NO. 3
 BM1044'AND MEASURED DISTANCES FROM STATION.  DUG A 5 FEET DIAMETER
 BM1044'1 TO 2 FEET DEEP.  ALSO FOUND 21 INCHES P.O. TREE.
 BM1044'
 BM1044'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MI. S. OF
 BM1044'LEXINGTON, ABOUT 14 MI. NNW OF GIDDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0184 ***********************************************************************
 AP0184  DESIGNATION -  SINGLE GRAY SILO
 AP0184  PID         -  AP0184
 AP0184  STATE/COUNTY-  TX/MAVERICK
 AP0184  USGS QUAD   -  EL INDIO (1983)
 AP0184
 AP0184                         *CURRENT SURVEY CONTROL
 AP0184  ___________________________________________________________________
 AP0184* NAD 83(1993)-  28 31 58.90563(N)    100 21 25.30717(W)     ADJUSTED  
 AP0184* NAVD 88     -                                                        
 AP0184  ___________________________________________________________________
 AP0184  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AP0184  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AP0184
 AP0184  HORZ ORDER  -  THIRD
 AP0184
 AP0184.The horizontal coordinates were established by classical geodetic methods
 AP0184.and adjusted by the National Geodetic Survey in February 1996..
 AP0184
 AP0184
 AP0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0184
 AP0184.The geoid height was determined by GEOID03.
 AP0184
 AP0184;                    North         East     Units Scale Factor Converg.
 AP0184;SPC TXSC     - 4,078,317.927   467,190.834   MT  0.99996040   -0 39 53.4
 AP0184;SPC TXSC     -13,380,281.40  1,532,775.26   sFT  0.99996040   -0 39 53.4
 AP0184;UTM  14      - 3,157,002.193   367,228.923   MT  0.99981755   -0 38 53.9
 AP0184
 AP0184                          SUPERSEDED SURVEY CONTROL
 AP0184
 AP0184  NAD 83(1986)-  28 31 58.90119(N)    100 21 25.28445(W) AD(       ) 4
 AP0184  NAD 27      -  28 31 57.96000(N)    100 21 24.02000(W) AD(       ) 3
 AP0184
 AP0184.Superseded values are not recommended for survey control.
 AP0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0184.See file dsdata.txt to determine how the superseded data were derived.
 AP0184
 AP0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS6722957002(NAD 83)
 AP0184_MARKER: 64 = SILO
 AP0184
 AP0184  HISTORY     - Date     Condition        Report By
 AP0184  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0184
 AP0184                          STATION DESCRIPTION
 AP0184
 AP0184'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0625 ***********************************************************************
 BN0625  DESIGNATION -  SINGLETON
 BN0625  PID         -  BN0625
 BN0625  STATE/COUNTY-  TX/BLANCO
 BN0625  USGS QUAD   -  YEAGER CREEK (1986)
 BN0625
 BN0625                         *CURRENT SURVEY CONTROL
 BN0625  ___________________________________________________________________
 BN0625* NAD 83(1993)-  30 07 40.01331(N)    098 17 15.98168(W)     ADJUSTED  
 BN0625* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 BN0625  ___________________________________________________________________
 BN0625  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 BN0625  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 BN0625
 BN0625  HORZ ORDER  -  FIRST
 BN0625
 BN0625.The horizontal coordinates were established by classical geodetic methods
 BN0625.and adjusted by the National Geodetic Survey in February 1996..
 BN0625
 BN0625.The orthometric height was scaled from a topographic map.
 BN0625
 BN0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0625
 BN0625.The geoid height was determined by GEOID03.
 BN0625
 BN0625;                    North         East     Units Scale Factor Converg.
 BN0625;SPC TX C     - 3,052,930.677   897,103.502   MT  0.99999705   +1 03 12.9
 BN0625;SPC TX C     -10,016,156.73  2,943,247.07   sFT  0.99999705   +1 03 12.9
 BN0625;SPC TXSC     - 4,254,502.234   668,628.699   MT  0.99995877   +0 20 56.1
 BN0625;SPC TXSC     -13,958,312.75  2,193,659.32   sFT  0.99995877   +0 20 56.1
 BN0625;UTM  14      - 3,333,158.746   568,605.384   MT  0.99965807   +0 21 27.0
 BN0625
 BN0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0625!SPC TX C     -   0.99994772  x   0.99999705  =   0.99994477
 BN0625!SPC TXSC     -   0.99994772  x   0.99995877  =   0.99990649
 BN0625!UTM  14      -   0.99994772  x   0.99965807  =   0.99960581
 BN0625
 BN0625|---------------------------------------------------------------------|
 BN0625| PID    Reference Object                     Distance      Geod. Az  |
 BN0625|                                                           dddmmss.s |
 BN0625| CV6338 SINGLETON RM 2                       22.819 METERS 00742     |
 BN0625| CV6337 SINGLETON RM 1                       19.560 METERS 28953     |
 BN0625| CV6336 SINGLETON AZ MK                                    3263500.9 |
 BN0625|---------------------------------------------------------------------|
 BN0625
 BN0625                          SUPERSEDED SURVEY CONTROL
 BN0625
 BN0625  NAD 83(1986)-  30 07 40.02435(N)    098 17 15.96554(W) AD(       ) 1
 BN0625  NAD 27      -  30 07 39.27640(N)    098 17 14.90840(W) AD(       ) 1
 BN0625
 BN0625.Superseded values are not recommended for survey control.
 BN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0625.See file dsdata.txt to determine how the superseded data were derived.
 BN0625
 BN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6860533159(NAD 83)
 BN0625_MARKER: DS = TRIANGULATION STATION DISK
 BN0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0625
 BN0625  HISTORY     - Date     Condition        Report By
 BN0625  HISTORY     - 1956     MONUMENTED       CGS
 BN0625  HISTORY     - 1962     GOOD             USGS
 BN0625
 BN0625                          STATION DESCRIPTION
 BN0625
 BN0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0625'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF JOHNSON
 BN0625'CITY, ABOUT 6.5 MILES SOUTHWEST OF HENLY, ABOUT 300 FEET
 BN0625'WEST OF A ROCK HOUSE, 21 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 BN0625'10 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND 9 FEET
 BN0625'NORTH OF A WIRE FENCE.
 BN0625'
 BN0625'TO REACH FROM THE POST OFFICE AT HENLY.  GO WESTERLY, ON
 BN0625'U.S. HIGHWAY 290 FOR 0.15 MILE.  TURN LEFT, ONTO A GRADED
 BN0625'ROAD, AND GO SOUTH FOR 0.3 MILE.  TURN RIGHT AND FOLLOW THE
 BN0625'MAIN TRAVELED ROAD, SOUTHWESTERLY, FOR 6.3 MILES TO THE TOP
 BN0625'OF THE DIVIDE.  TURN LEFT, CROSS OVER A CATTLE GUARD, AND
 BN0625'GO SOUTHEAST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT
 BN0625'HAND SIDE OF THE ROAD.  CONTINUE SOUTHEASTERLY FOR 0.25
 BN0625'MILE TO THE STATION.
 BN0625'
 BN0625'THE STATION MARK PROJECTS 1 INCH AND IS STAMPED SINGLETON 1956.
 BN0625'
 BN0625'REFERENCE MARK 1 IS 29 FEET NORTH OF THE CENTER OF A DRIVEWAY
 BN0625'AND 2 FEET NORTH OF A WIRE FENCE.  IT PROJECTS 1 INCH AND
 BN0625'IS STAMPED SINGLETON NO 1 1956.
 BN0625'
 BN0625'REFERENCE MARK 2 IS 52 FEET NORTH OF THE CENTER OF A DRIVEWAY
 BN0625'AND 13 FEET EAST OF A FENCE.  IT PROJECTS 2 INCHES AND IS
 BN0625'STAMPED SINGLETON NO 2 1956.
 BN0625'
 BN0625'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF A DRIVEWAY
 BN0625'AND 4 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.  IT
 BN0625'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED SINGLETON
 BN0625'1956.
 BN0625'
 BN0625'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BN0625
 BN0625                          STATION RECOVERY (1962)
 BN0625
 BN0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BN0625'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS SET IN A
 BN0625'CONC. POST PROJECTING 0.1 FT. AND IS STAMPED SINGLETON 1956.
 BN0625'R.M. 1 IS SET IN A CONC. POST PROJECTING 0.1 FT., 29 FT. N.
 BN0625'OF DRIVEWAY AND IS STAMPED SINGLETON NO. 1 1956.  R.M. 2 IS
 BN0625'SET IN A CONC. POST PROJECTING 0.2 FT., 52 FT. N OF DRIVEWAY
 BN0625'AND IS STAMPED SINGLETON NO. 2 1956.  AZIMUTH MARK WAS NOT
 BN0625'SEARCHED FOR.
 BN0625'
 BN0625'THE STATION IS LOCATED ABOUT 12 MI. SE OF JOHNSON CITY ABOUT
 BN0625'6.5 MI. SW OF HENLY, 300 FT. W. OF A LARGE ROCK HOUSE AND
 BN0625'21 FT. SOUTH OF THE CENTER OF A DRIVEWAY.  TO REACH FROM THE
 BN0625'POST OFFICE IN HENLY.  GO SW ON U.S. HWY. 290 FOR 0.2 MI.
 BN0625'TURN LEFT, ONTO RANCH ROAD 165 AND GO SOUTH FOR 6.6 MI. TO THE
 BN0625'TOP OF THE DIVIDE.  TURN LEFT ONTO DRIVEWAY FOR 0.2 MI. TO
 BN0625'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0697 ***********************************************************************
 DQ0697  DESIGNATION -  SINGLEY
 DQ0697  PID         -  DQ0697
 DQ0697  STATE/COUNTY-  TX/HOCKLEY
 DQ0697  USGS QUAD   -  OKLAHOMA FLAT (1981)
 DQ0697
 DQ0697                         *CURRENT SURVEY CONTROL
 DQ0697  ___________________________________________________________________
 DQ0697* NAD 83(1993)-  33 45 10.39079(N)    102 27 34.91465(W)     ADJUSTED  
 DQ0697* NAVD 88     -      1094.3    (meters)    3590.     (feet)  VERTCON   
 DQ0697  ___________________________________________________________________
 DQ0697  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 DQ0697  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 DQ0697
 DQ0697  HORZ ORDER  -  SECOND
 DQ0697
 DQ0697.The horizontal coordinates were established by classical geodetic methods
 DQ0697.and adjusted by the National Geodetic Survey in February 1996..
 DQ0697
 DQ0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0697
 DQ0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0697
 DQ0697.The geoid height was determined by GEOID03.
 DQ0697
 DQ0697;                    North         East     Units Scale Factor Converg.
 DQ0697;SPC TXNC     - 2,238,260.612   233,234.382   MT  0.99994737   -2 09 34.6
 DQ0697;SPC TXNC     - 7,343,360.02    765,203.13   sFT  0.99994737   -2 09 34.6
 DQ0697;UTM  13      - 3,737,656.361   735,298.183   MT  1.00028259   +1 24 43.5
 DQ0697
 DQ0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0697!SPC TXNC     -   0.99983200  x   0.99994737  =   0.99977938
 DQ0697!UTM  13      -   0.99983200  x   1.00028259  =   1.00011454
 DQ0697
 DQ0697|---------------------------------------------------------------------|
 DQ0697| PID    Reference Object                     Distance      Geod. Az  |
 DQ0697|                                                           dddmmss.s |
 DQ0697| CJ8497 SINGLEY RM 1                         31.245 METERS 01113     |
 DQ0697| CJ8496 SINGLEY AZ MK                                      1803638.9 |
 DQ0697| CJ8498 SINGLEY RM 2                         31.833 METERS 26728     |
 DQ0697|---------------------------------------------------------------------|
 DQ0697
 DQ0697                          SUPERSEDED SURVEY CONTROL
 DQ0697
 DQ0697  NAD 83(1993)-  33 45 10.39861(N)    102 27 34.90959(W) AD(       ) 2
 DQ0697  NAD 83(1986)-  33 45 10.39852(N)    102 27 34.90951(W) AD(       ) 2
 DQ0697  NAD 27      -  33 45 10.05400(N)    102 27 33.25400(W) AD(       ) 2
 DQ0697  NGVD 29 (07/19/86) 1093.9    (m)         3589.     (f) VERT ANG       
 DQ0697
 DQ0697.Superseded values are not recommended for survey control.
 DQ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0697.See file dsdata.txt to determine how the superseded data were derived.
 DQ0697
 DQ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT3529837656(NAD 83)
 DQ0697_MARKER: DS = TRIANGULATION STATION DISK
 DQ0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0697
 DQ0697  HISTORY     - Date     Condition        Report By
 DQ0697  HISTORY     - 1935     MONUMENTED       CGS
 DQ0697  HISTORY     - 1938     GOOD             TXHD
 DQ0697  HISTORY     - 1949     GOOD             CGS
 DQ0697
 DQ0697                          STATION DESCRIPTION
 DQ0697
 DQ0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0697'STATION IS ABOUT 7-1/2 MILES W AND 3/4 MILE N OF WHITHARRAL,
 DQ0697'ON PASTURE LAND OWNED BY THE SINGLEY BROTHERS.  IT IS ON THE
 DQ0697'BLUFFS ON THE W SIDE OF THE YELLOW HOUSE CANYON AND IS 19 FEET
 DQ0697'W OF AN E AND W FENCE.  THE MARK PROJECTS 6 INCHES.
 DQ0697'
 DQ0697'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0697'BRONZE DISKS SET IN CONCRETE.
 DQ0697'
 DQ0697'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND IS 15 INCHES W
 DQ0697'OF THE FENCE.  THE MARK PROJECTS 6 INCHES.
 DQ0697'
 DQ0697'REFERENCE MARK NO. 2 IS W OF THE STATION AND IS 123-1/2 FEET
 DQ0697'W OF THE FENCE.  THE MARK PROJECTS 6 INCHES.
 DQ0697'
 DQ0697'THE AZIMUTH MARK IS S OF THE STATION AND IS THREE FEET W OF
 DQ0697'THE FENCE.  THE MARK PROJECTS 6 INCHES.
 DQ0697'
 DQ0697'THE STATION IS REACHED FROM WHITHARRAL BY GOING S 1.0 MILE,
 DQ0697'W 8.1 MILES AND N 0.8 MILE TO THE SINGLEY RANCH.  FROM THE
 DQ0697'RANCH GO NORTHEASTERLY DOWN THE CANYON 0.6 MILE TO A FENCE.
 DQ0697'TURN LEFT ALONG THE W SIDE OF THE FENCE AND GO N TO THE TOP OF
 DQ0697'THE BLUFFS, A DISTANCE OF 0.3 MILE.  CONTINUE N ALONG THE
 DQ0697'FENCE 0.6 MILE TO THE STATION.
 DQ0697'
 DQ0697'A 20-FOOT TOWER CLEARED ALL LINES.
 DQ0697
 DQ0697                          STATION RECOVERY (1938)
 DQ0697
 DQ0697'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0697'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0697'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 DQ0697
 DQ0697                          STATION RECOVERY (1949)
 DQ0697
 DQ0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DQ0697'ORIGINAL DESCRIPTION SATISFACTORY.  ALL MARKS RECOVERED IN
 DQ0697'GOOD CONDITION.  UNABLE TO MAKE ANY TIE THAT WOULD BE USABLE IN
 DQ0697'MAPPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1445 ***********************************************************************
 AB1445  DESIGNATION -  SINK
 AB1445  PID         -  AB1445
 AB1445  STATE/COUNTY-  TX/KENEDY
 AB1445  USGS QUAD   -  POTRERO LOPENO SE (1975)
 AB1445
 AB1445                         *CURRENT SURVEY CONTROL
 AB1445  ___________________________________________________________________
 AB1445* NAD 83(1993)-  26 55 18.83417(N)    097 22 28.17635(W)     ADJUSTED  
 AB1445* NAVD 88     -                                                        
 AB1445  ___________________________________________________________________
 AB1445  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AB1445  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AB1445
 AB1445  HORZ ORDER  -  THIRD
 AB1445
 AB1445.The horizontal coordinates were established by classical geodetic methods
 AB1445.and adjusted by the National Geodetic Survey in February 1996..
 AB1445
 AB1445
 AB1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1445
 AB1445.The geoid height was determined by GEOID03.
 AB1445
 AB1445;                    North         East     Units Scale Factor Converg.
 AB1445;SPC TX S     - 5,139,567.373   411,775.967   MT  0.99989574   +0 30 39.6
 AB1445;SPC TX S     -16,862,063.96  1,350,968.32   sFT  0.99989574   +0 30 39.6
 AB1445;UTM  14      - 2,978,821.621   661,399.073   MT  0.99992159   +0 44 10.1
 AB1445
 AB1445                          SUPERSEDED SURVEY CONTROL
 AB1445
 AB1445  NAD 83(1986)-  26 55 18.85279(N)    097 22 28.14809(W) AD(       ) 4
 AB1445  NAD 27      -  26 55 17.65300(N)    097 22 27.21200(W) AD(       ) 3
 AB1445
 AB1445.Superseded values are not recommended for survey control.
 AB1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1445.See file dsdata.txt to determine how the superseded data were derived.
 AB1445
 AB1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6139978822(NAD 83)
 AB1445_MARKER: Z = SEE DESCRIPTION
 AB1445_SETTING: 0 = UNSPECIFIED SETTING
 AB1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1445
 AB1445  HISTORY     - Date     Condition        Report By
 AB1445  HISTORY     - 1939     MONUMENTED       CGS
 AB1445  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1445
 AB1445                          STATION DESCRIPTION
 AB1445
 AB1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AB1445'THIS IS A HYDROGRAPHIC-STATION SIGNAL WHICH WAS NOT MARKED
 AB1445'OR DESCRIBED.
 AB1445
 AB1445                          STATION RECOVERY (1949)
 AB1445
 AB1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1445'STATION LOST.  NO ORIGINAL MARK SET.  NO TRACE OF SIGNAL
 AB1445'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2409 ***********************************************************************
 AN2409  PACS        -  This is a Primary Airport Control Station.
 AN2409  DESIGNATION -  SINPORT
 AN2409  PID         -  AN2409
 AN2409  STATE/COUNTY-  TX/SAN PATRICIO
 AN2409  USGS QUAD   -  SINTON WEST (1979)
 AN2409
 AN2409                         *CURRENT SURVEY CONTROL
 AN2409  ___________________________________________________________________
 AN2409* NAD 83(1993)-  28 02 29.26339(N)    097 32 38.01547(W)     ADJUSTED  
 AN2409* NAVD 88     -        14.17   (meters)      46.5    (feet)  GPS OBS   
 AN2409  ___________________________________________________________________
 AN2409  X           -    -739,604.487 (meters)                     COMP
 AN2409  Y           -  -5,584,789.555 (meters)                     COMP
 AN2409  Z           -   2,980,555.630 (meters)                     COMP
 AN2409  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AN2409  ELLIP HEIGHT-         -12.44  (meters)          (10/24/00) GPS OBS
 AN2409  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN2409
 AN2409  HORZ ORDER  -  B
 AN2409  ELLP ORDER  -  FOURTH    CLASS II
 AN2409
 AN2409.This mark is at San Patricio Co (T69) Airport (T69)
 AN2409
 AN2409.The horizontal coordinates were established by GPS observations
 AN2409.and adjusted by the National Geodetic Survey in February 1996..
 AN2409
 AN2409.The orthometric height was determined by GPS observations and a
 AN2409.high-resolution geoid model.
 AN2409
 AN2409.GPS derived orthometric heights for airport stations designated as
 AN2409.PACS or SACS are published to 2 decimal places.  This maintains
 AN2409.centimeter relative accuracy between the PACS and SACS.  It does
 AN2409.not indicate centimeter accuracy relative to other marks which are
 AN2409.part of the NAVD 88 network.
 AN2409
 AN2409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2409
 AN2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2409
 AN2409.The ellipsoidal height was determined by GPS observations
 AN2409.and is referenced to NAD 83.
 AN2409
 AN2409.The geoid height was determined by GEOID03.
 AN2409
 AN2409;                    North         East     Units Scale Factor Converg.
 AN2409;SPC TX S     - 5,263,478.489   394,013.107   MT  1.00005931   +0 26 02.7
 AN2409;SPC TX S     -17,268,595.68  1,292,691.34   sFT  1.00005931   +0 26 02.7
 AN2409;UTM  14      - 3,102,650.429   643,121.919   MT  0.99985282   +0 41 04.7
 AN2409
 AN2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2409!SPC TX S     -   1.00000195  x   1.00005931  =   1.00006126
 AN2409!UTM  14      -   1.00000195  x   0.99985282  =   0.99985477
 AN2409
 AN2409:                Primary Azimuth Mark                     Grid Az
 AN2409:SPC TX S     -  SINPORT AZ MK                            145 21 43.1
 AN2409:UTM  14      -  SINPORT AZ MK                            145 06 41.1
 AN2409
 AN2409|---------------------------------------------------------------------|
 AN2409| PID    Reference Object                     Distance      Geod. Az  |
 AN2409|                                                           dddmmss.s |
 AN2409| AN2410 SINPORT AZ MK                       APPROX. 0.9 KM 1454745.8 |
 AN2409| AN1520 R 175                               306.269 METERS 34812     |
 AN2409|---------------------------------------------------------------------|
 AN2409
 AN2409                          SUPERSEDED SURVEY CONTROL
 AN2409
 AN2409  ELLIP H (02/20/96)  -12.31   (m)                       GP(       ) 1 1
 AN2409  NAD 83(1993)-  28 02 29.26362(N)    097 32 38.01580(W) AD(       ) 3
 AN2409  ELLIP H (02/16/96)  -12.54   (m)                       GP(       ) 5 1
 AN2409  NAD 83(1986)-  28 02 29.27107(N)    097 32 37.99861(W) AD(       ) 3
 AN2409  NAD 27      -  28 02 28.27536(N)    097 32 37.02120(W) AD(       ) 3
 AN2409  NGVD 29 (12/08/88)   14.4    (m)           47.     (f) GPS OBS        
 AN2409
 AN2409.Superseded values are not recommended for survey control.
 AN2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2409.See file dsdata.txt to determine how the superseded data were derived.
 AN2409
 AN2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4312202650(NAD 83)
 AN2409_MARKER: I = METAL ROD
 AN2409_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2409_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2409_STAMPING: SINPORT 1988
 AN2409_MARK LOGO: NGS   
 AN2409_PROJECTION: FLUSH
 AN2409_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AN2409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2409+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 AN2409_ROD/PIPE-DEPTH: 8.4  meters
 AN2409_SLEEVE-DEPTH  : 0.76 meters
 AN2409
 AN2409  HISTORY     - Date     Condition        Report By
 AN2409  HISTORY     - 1988     MONUMENTED       NGS
 AN2409  HISTORY     - 19950501 GOOD             NGS
 AN2409  HISTORY     - 19950610 GOOD             USPSQD
 AN2409  HISTORY     - 20011010 GOOD             INDIV
 AN2409
 AN2409                          STATION DESCRIPTION
 AN2409
 AN2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AN2409'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) WEST OF SINTON AT THE
 AN2409'SINTON-SAN PATRICIO COUNTY AIRPORT.  OWNERSHIP--SAN PATRICIO COUNTY,
 AN2409'C/O ROBERT ROBINSON, BOX 428, SINTON TX 78387.  TELEPHONE NUMBER
 AN2409'512-364-3200.
 AN2409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND FARM
 AN2409'ROAD 881 WEST OF SINTON.  GO WEST ON FARM ROAD 881 FOR 1.3 KM
 AN2409'(0.80 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO
 AN2409'NORTHWEST ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO THE OFFICE ON
 AN2409'THE LEFT.  GO LEFT, SOUTHWEST, PAST THE OFFICE AND ACROSS THE APRON
 AN2409'FOR 0.2 KM (0.10 MI) TO THE RUNWAY AND THE STATION ON THE SOUTHEAST
 AN2409'SIDE OF THE CROSSOVER.
 AN2409'THE MARK IS SET 20.1 M (65.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 AN2409'RUNWAY AND 14.5 M (47.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AN2409'CROSSOVER.
 AN2409'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2409'DESCRIBED BY B.L.L.
 AN2409
 AN2409                          STATION RECOVERY (1995)
 AN2409
 AN2409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AN2409'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTHWEST OF CORPUS
 AN2409'CHRISTI, 1.25 MI (2.01 KM) WEST OF SINTON AND AT THE SINTON-SAN
 AN2409'PATRICIO COUNTY AIRPORT.  OWNERSHIP--COUNTY OF SAN PATRICIO, MANAGER
 AN2409'ROBERT ROBINSON, BOX 428, SINTON, TX 78387.  PHONE (512) 364-3200. TO
 AN2409'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 77 AND FARM ROAD 188
 AN2409'JUST WEST OF SINTON, GO WEST ON FARM ROAD 188 FOR 0.75 MI (1.21 KM) TO
 AN2409'A ROAD LEFT, TURN LEFT AND GO SOUTHWEST ON THE AIRPORT ENTRANCE ROAD
 AN2409'FOR 0.1 MI (0.2 KM) TO THE OFFICE ON LEFT AND THE APRON AHEAD, BEAR
 AN2409'RIGHT AND GO SOUTHWEST ACROSS APRON AND A CONNECTOR TAXIWAY FOR 0.05
 AN2409'MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS 65.9 FT (20.1
 AN2409'M) NORTHEAST OF THE RUNWAY CENTER, 47.6 FT (14.5 M) SOUTHEAST OF THE
 AN2409'CONNECTOR TAXIWAY CENTER, 21.0 FT (6.4 M) EAST NORTHEAST OF THE MOST
 AN2409'NORTHEASTERLY OF TWO TAXIWAY LIGHTS AND 2.2 FT (0.7 M) SOUTH SOUTHEAST
 AN2409'OF A WITNESS POST.  DRL.
 AN2409
 AN2409                          STATION RECOVERY (1995)
 AN2409
 AN2409'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN2409'RECOVERED IN GOOD CONDITION.
 AN2409
 AN2409                          STATION RECOVERY (2001)
 AN2409
 AN2409'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MN)
 AN2409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2410 ***********************************************************************
 AN2410  SACS        -  This is a Secondary Airport Control Station.
 AN2410  DESIGNATION -  SINPORT AZ MK
 AN2410  PID         -  AN2410
 AN2410  STATE/COUNTY-  TX/SAN PATRICIO
 AN2410  USGS QUAD   -  SINTON WEST (1979)
 AN2410
 AN2410                         *CURRENT SURVEY CONTROL
 AN2410  ___________________________________________________________________
 AN2410* NAD 83(1993)-  28 02 06.24977(N)    097 32 20.38643(W)     ADJUSTED  
 AN2410* NAVD 88     -        13.89   (meters)      45.6    (feet)  GPS OBS   
 AN2410  ___________________________________________________________________
 AN2410  X           -    -739,170.823 (meters)                     COMP
 AN2410  Y           -  -5,585,182.640 (meters)                     COMP
 AN2410  Z           -   2,979,930.214 (meters)                     COMP
 AN2410  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AN2410  ELLIP HEIGHT-         -12.71  (meters)          (02/27/01) GPS OBS
 AN2410  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN2410
 AN2410  HORZ ORDER  -  FIRST
 AN2410  ELLP ORDER  -  FIFTH     CLASS II
 AN2410
 AN2410.This mark is at San Patricio Co (T69) Airport (T69)
 AN2410
 AN2410.The horizontal coordinates were established by GPS observations
 AN2410.and adjusted by the National Geodetic Survey in July 1996..
 AN2410
 AN2410.The orthometric height was determined by GPS observations and a
 AN2410.high-resolution geoid model.
 AN2410
 AN2410.GPS derived orthometric heights for airport stations designated as
 AN2410.PACS or SACS are published to 2 decimal places.  This maintains
 AN2410.centimeter relative accuracy between the PACS and SACS.  It does
 AN2410.not indicate centimeter accuracy relative to other marks which are
 AN2410.part of the NAVD 88 network.
 AN2410
 AN2410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2410
 AN2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2410
 AN2410.The ellipsoidal height was determined by GPS observations
 AN2410.and is referenced to NAD 83.
 AN2410
 AN2410.The geoid height was determined by GEOID03.
 AN2410
 AN2410;                    North         East     Units Scale Factor Converg.
 AN2410;SPC TX S     - 5,262,773.689   394,500.006   MT  1.00005729   +0 26 10.7
 AN2410;SPC TX S     -17,266,283.34  1,294,288.77   sFT  1.00005729   +0 26 10.7
 AN2410;UTM  14      - 3,101,947.909   643,611.794   MT  0.99985456   +0 41 12.5
 AN2410
 AN2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2410!SPC TX S     -   1.00000200  x   1.00005729  =   1.00005929
 AN2410!UTM  14      -   1.00000200  x   0.99985456  =   0.99985656
 AN2410
 AN2410:                Primary Azimuth Mark                     Grid Az
 AN2410:SPC TX S     -  SINPORT                                  325 21 43.4
 AN2410:UTM  14      -  SINPORT                                  325 06 41.6
 AN2410
 AN2410|---------------------------------------------------------------------|
 AN2410| PID    Reference Object                     Distance      Geod. Az  |
 AN2410|                                                           dddmmss.s |
 AN2410| AN2409 SINPORT                             APPROX. 0.9 KM 3254754.1 |
 AN2410|---------------------------------------------------------------------|
 AN2410
 AN2410                          SUPERSEDED SURVEY CONTROL
 AN2410
 AN2410  ELLIP H (07/01/96)  -12.58   (m)                       GP(       ) 5 2
 AN2410  NAD 83(1993)-  28 02 06.24996(N)    097 32 20.38739(W) AD(       ) 3
 AN2410  ELLIP H (02/16/96)  -12.80   (m)                       GP(       ) 5 1
 AN2410  NAD 83(1986)-  28 02 06.25740(N)    097 32 20.37021(W) AD(       ) 3
 AN2410  NAD 27      -  28 02 05.26088(N)    097 32 19.39337(W) AD(       ) 3
 AN2410  NGVD 29 (12/08/88)   14.2    (m)           47.     (f) GPS OBS        
 AN2410
 AN2410.Superseded values are not recommended for survey control.
 AN2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2410.See file dsdata.txt to determine how the superseded data were derived.
 AN2410
 AN2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4361201948(NAD 83)
 AN2410_MARKER: I = METAL ROD
 AN2410_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2410_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2410_STAMPING: SINPORT AZ MK 1988
 AN2410_MARK LOGO: NGS   
 AN2410_PROJECTION: FLUSH
 AN2410_MAGNETIC: I = MARKER IS A STEEL ROD
 AN2410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2410+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AN2410_ROD/PIPE-DEPTH: 8.8  meters
 AN2410_SLEEVE-DEPTH  : 0.76 meters
 AN2410
 AN2410  HISTORY     - Date     Condition        Report By
 AN2410  HISTORY     - 1988     MONUMENTED       NGS
 AN2410  HISTORY     - 19950501 GOOD             NGS
 AN2410  HISTORY     - 19950610 GOOD             USPSQD
 AN2410
 AN2410                          STATION DESCRIPTION
 AN2410
 AN2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AN2410'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) WEST OF SINTON AT THE
 AN2410'SINTON-SAN PATRICIO COUNTY AIRPORT.  OWNERSHIP--SAN PATRICIO COUNTY,
 AN2410'C/O ROBERT ROBINSON, BOX 428, SINTON TX 78387.  TELEPHONE NUMBER
 AN2410'512-364-3200.
 AN2410'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND FARM
 AN2410'ROAD 881 WEST OF SINTON.  GO WEST ON FARM ROAD 881 FOR 1.3 KM
 AN2410'(0.80 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO
 AN2410'NORTHWEST ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO THE OFFICE ON
 AN2410'THE LEFT.  GO LEFT, SOUTHWEST, PAST THE OFFICE AND ACROSS THE APRON
 AN2410'FOR 0.2 KM (0.10 MI) TO THE RUNWAY.  GO LEFT, SOUTHEAST, ALONG THE
 AN2410'RUNWAY FOR 0.9 KM (0.55 MI) TO THE AZIMUTH MARK ON THE LEFT, ON THE
 AN2410'EAST SIDE OF THE RUNWAY.
 AN2410'THE MARK IS SET 20.8 M (68.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 AN2410'RUNWAY AND 6.9 M (22.6 FT) NORTH-NORTHEAST OF THE NORTH SIDE OF THE
 AN2410'HOLD AREA.
 AN2410'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2410'DESCRIBED BY V.L.F.
 AN2410
 AN2410                          STATION RECOVERY (1995)
 AN2410
 AN2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AN2410'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTHWEST OF CORPUS
 AN2410'CHRISTI, 1.25 MI (2.01 KM) WEST OF SINTON AND AT THE SINTON-SAN
 AN2410'PATRICIO COUNTY AIRPORT.  OWNERSHIP--COUNTY OF SAN PATRICIO, MANAGER
 AN2410'ROBERT ROBINSON, BOX 428, SINTON, TX 78387.  PHONE (512) 364-3200. TO
 AN2410'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 77 AND FARM ROAD 188
 AN2410'JUST WEST OF SINTON, GO WEST ON FARM ROAD 188 FOR 0.75 MI (1.21 KM) TO
 AN2410'A ROAD LEFT, TURN LEFT AND GO SOUTHWEST ON THE AIRPORT ENTRANCE ROAD
 AN2410'FOR 0.1 MI (0.2 KM) TO THE OFFICE ON LEFT AND THE APRON AHEAD, BEAR
 AN2410'RIGHT AND GO SOUTHWEST ACROSS APRON AND A CONNECTOR TAXIWAY FOR 0.05
 AN2410'MI (0.08 KM) TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST ON THE RUNWAY
 AN2410'FOR 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 AN2410'115.8 FT (35.3 M) SOUTH SOUTHEAST OF A RUNWAY END IDENTIFIER LIGHT,
 AN2410'68.2 FT (20.8 M) NORTHEAST OF THE RUNWAY CENTER, 22.6 FT (6.9 M) NORTH
 AN2410'NORTHEAST OF THE NORTH EDGE OF THE TURNAROUND PAVEMENT AND 2.0 FT (0.6
 AN2410'M) SOUTHWEST OF A WITNESS POST. DRL.
 AN2410
 AN2410                          STATION RECOVERY (1995)
 AN2410
 AN2410'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN2410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2117 ***********************************************************************
 AN2117  DESIGNATION -  SINTON 2
 AN2117  PID         -  AN2117
 AN2117  STATE/COUNTY-  TX/SAN PATRICIO
 AN2117  USGS QUAD   -  SINTON EAST (1979)
 AN2117
 AN2117                         *CURRENT SURVEY CONTROL
 AN2117  ___________________________________________________________________
 AN2117* NAD 83(1993)-  28 02 12.46759(N)    097 29 43.44102(W)     ADJUSTED  
 AN2117* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AN2117  ___________________________________________________________________
 AN2117  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AN2117  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN2117
 AN2117  HORZ ORDER  -  THIRD
 AN2117
 AN2117.The horizontal coordinates were established by classical geodetic methods
 AN2117.and adjusted by the National Geodetic Survey in February 1996..
 AN2117.No horizontal observational check was made to the station.
 AN2117
 AN2117.The orthometric height was scaled from a topographic map.
 AN2117
 AN2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2117
 AN2117.The geoid height was determined by GEOID03.
 AN2117
 AN2117;                    North         East     Units Scale Factor Converg.
 AN2117;SPC TX S     - 5,262,998.485   398,785.388   MT  1.00005783   +0 27 21.9
 AN2117;SPC TX S     -17,267,020.86  1,308,348.39   sFT  1.00005783   +0 27 21.9
 AN2117;SPC TXSC     - 4,023,502.832   747,958.236   MT  1.00011749   +0 44 13.6
 AN2117;SPC TXSC     -13,200,442.21  2,453,926.31   sFT  1.00011749   +0 44 13.6
 AN2117;UTM  14      - 3,102,191.419   647,895.314   MT  0.99986997   +0 42 26.5
 AN2117
 AN2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2117!SPC TX S     -   1.00000207  x   1.00005783  =   1.00005990
 AN2117!SPC TXSC     -   1.00000207  x   1.00011749  =   1.00011956
 AN2117!UTM  14      -   1.00000207  x   0.99986997  =   0.99987204
 AN2117
 AN2117|---------------------------------------------------------------------|
 AN2117| PID    Reference Object                     Distance      Geod. Az  |
 AN2117|                                                           dddmmss.s |
 AN2117| AN1884 SINTON 2 RM 5                        11.130 METERS 09729     |
 AN2117| AN2147 SINTON NEW MUNICIPAL TANK           APPROX. 1.0 KM 2472656.1 |
 AN2117| AA8983 SINTON RESET                         30.354 METERS 27648     |
 AN2117|---------------------------------------------------------------------|
 AN2117
 AN2117                          SUPERSEDED SURVEY CONTROL
 AN2117
 AN2117  NAD 83(1986)-  28 02 12.47525(N)    097 29 43.42066(W) AD(       ) 3
 AN2117  NAD 27      -  28 02 11.42116(N)    097 29 42.44053(W) AD(       ) 3
 AN2117
 AN2117.Superseded values are not recommended for survey control.
 AN2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2117.See file dsdata.txt to determine how the superseded data were derived.
 AN2117
 AN2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4789502191(NAD 83)
 AN2117_MARKER: DS = TRIANGULATION STATION DISK
 AN2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2117
 AN2117  HISTORY     - Date     Condition        Report By
 AN2117  HISTORY     - 1971     MONUMENTED       NGS
 AN2117  HISTORY     - 1978     POOR             TXHD
 AN2117  HISTORY     - 19910704 MARK NOT FOUND   USPSQD
 AN2117  HISTORY     - 19960728 POOR             USPSQD
 AN2117
 AN2117                          STATION DESCRIPTION
 AN2117
 AN2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AN2117'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE INTERSECTION OF U.S.
 AN2117'HIGHWAYS 77 AND 181 IN SINTON, ON THE NORTH SIDE OF U.S.
 AN2117'HWY. 181 AND SOUTHEAST OF A DAIRY QUEEN DRIVE-IN, THAT IS
 AN2117'NOW UNDER CONSTRUCTION.
 AN2117'
 AN2117'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 AN2117'77 AND 181 IN SINTON, GO EAST ON U.S. HWY. 181 FOR 0.85
 AN2117'MILE TO STATION ON THE LEFT.
 AN2117'
 AN2117'THE STATION MARKS ARE STANDARD DISKS, STAMPED SINTON 2 1971,
 AN2117'THE SURFACE MARK DISK IS SET IN THE TOP OF A ROUND CONCRETE
 AN2117'POST THAT PROJECTS 6-INCHES.  IT IS 100 FEET SOUTHEAST OF THE
 AN2117'SOUTHEAST CORNER OF DRIVE-IN, 67 FEET NORTH OF THE CENTER-LINE
 AN2117'OF U.S. HWY 181, 62 FEET WEST OF THE CENTER OF A TRACK ROAD,
 AN2117'40 FEET WEST OF A LONE CORNER POST, 6 FEET NORTH OF THE
 AN2117'EDGE OF ROAD RIGHT-OF-WAY AND 4.2 FEET NORTH OF A METAL
 AN2117'WITNESS POST.
 AN2117'
 AN2117'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED SINTON
 AN2117'1953 NO 3 1969, SET IN THE TOP OF A ROUND CONCRETE POST THAT
 AN2117'PROJECTS 10-INCHES, THE ARROW ON THE DISK IS POINTED IN A
 AN2117'WESTERLY DIRECTION AND NOT AT THE STATION.  IT IS 82 FEET
 AN2117'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF DRIVE-IN, 64
 AN2117'FEET NORTH OF THE CENTER-LINE OF HIGHWAY, 3 FEET NORTH OF
 AN2117'ROAD RIGHT-OF-WAY AND 1.6 FEET NORTHWEST OF A METAL WITNESS
 AN2117'POST.
 AN2117'
 AN2117'REFERENCE MARK NO. 5 IS A STANDARD DISK, STAMPED SINTON 2 NO
 AN2117'5 1971, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 AN2117'6-INCHES.  IT IS 62 FEET NORTH OF THE CENTER-LINE OF HIGHWAY,
 AN2117'25 FEET WEST OF THE CENTER OF TRACK ROAD, 3 FEET NORTHWEST
 AN2117'OF A CORNER POST, 3 FEET NORTH OF THE ROAD RIGHT-OF-WAY
 AN2117'AND 2.2 FEET NORTH OF A METAL WITNESS POST.
 AN2117'
 AN2117'AZIMUTH MARK IS A STANDARD DISK, STAMPED SINTON 1953, SET
 AN2117'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 AN2117'GROUND.  IT IS 53 FEET WEST OF A LARGE BILL-BOARD, 63 FEET
 AN2117'NORTH OF THE CENTER-LINE OF HIGHWAY, 24 FEET WEST OF A POST
 AN2117'WITH SIGN READING TELEPHONE 2-1/2, 2 FEET WEST OF A FENCE-CORNER
 AN2117'AND 1.5 FEET NORTH OF A METAL WITNESS POST
 AN2117'
 AN2117'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S.
 AN2117'HWY. 181 FOR 0.35 MILE TO AZIMUTH MARK ON THE LEFT, AT ABOUT
 AN2117'THE CENTER OF CURVE IN HIGHWAY.
 AN2117
 AN2117                          STATION RECOVERY (1978)
 AN2117
 AN2117'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1978 (CLJ)
 AN2117'BRASS PLATE MISSING RECOVERED FAIR (CONCRETE MONUMENT IS SOLID).
 AN2117'
 AN2117'RMS 5 AND 3 RECOVERED GOOD.
 AN2117'
 AN2117'AZIMUTH MARK RECOVERED GOOD.
 AN2117'
 AN2117'THE 1971 DESCRIPTION IS ADEQUATE FOR FINDING MARKS.
 AN2117'
 AN2117'DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST EDGE OF SINTON.
 AN2117
 AN2117                          STATION RECOVERY (1991)
 AN2117
 AN2117'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN2117'MARK NOT FOUND.
 AN2117
 AN2117                          STATION RECOVERY (1996)
 AN2117
 AN2117'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2117'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1884 ***********************************************************************
 AN1884  DESIGNATION -  SINTON 2 RM 5
 AN1884  PID         -  AN1884
 AN1884  STATE/COUNTY-  TX/SAN PATRICIO
 AN1884  USGS QUAD   -  SINTON EAST (1979)
 AN1884
 AN1884                         *CURRENT SURVEY CONTROL
 AN1884  ___________________________________________________________________
 AN1884* NAD 83(1986)-  28 02 13.     (N)    097 29 45.     (W)     SCALED    
 AN1884* NAVD 88     -        15.115  (meters)      49.59   (feet)  ADJUSTED  
 AN1884  ___________________________________________________________________
 AN1884  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1884  DYNAMIC HT  -          15.092 (meters)      49.51  (feet)  COMP
 AN1884  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 AN1884
 AN1884  VERT ORDER  -  FIRST     CLASS I
 AN1884
 AN1884.The horizontal coordinates were scaled from a topographic map and have
 AN1884.an estimated accuracy of +/- 6 seconds.
 AN1884
 AN1884.The orthometric height was determined by differential leveling
 AN1884.and adjusted by the National Geodetic Survey in December 1997..
 AN1884
 AN1884.The geoid height was determined by GEOID03.
 AN1884
 AN1884.The dynamic height is computed by dividing the NAVD 88
 AN1884.geopotential number by the normal gravity value computed on the
 AN1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1884.degrees latitude (g = 980.6199 gals.).
 AN1884
 AN1884.The modeled gravity was interpolated from observed gravity values.
 AN1884
 AN1884;                    North         East    Units  Estimated Accuracy
 AN1884;SPC TX S     - 5,263,020.      398,740.      MT  (+/- 180 meters Scaled)
 AN1884
 AN1884                          SUPERSEDED SURVEY CONTROL
 AN1884
 AN1884  NAVD 88 (06/15/91)   15.139  (m)           49.67   (f) UNKNOWN     1 1
 AN1884  NGVD 29 (??/??/92)   15.317  (m)           50.25   (f) ADJ UNCH    1 1
 AN1884
 AN1884.Superseded values are not recommended for survey control.
 AN1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1884.See file dsdata.txt to determine how the superseded data were derived.
 AN1884
 AN1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS478022(NAD 83)
 AN1884_MARKER: DR = REFERENCE MARK DISK
 AN1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1884_SP_SET: CONCRETE POST
 AN1884_STAMPING: SINTON 2 NO 5 1971
 AN1884_MARK LOGO: CGS   
 AN1884_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1884+STABILITY: SURFACE MOTION
 AN1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1884+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AN1884
 AN1884  HISTORY     - Date     Condition        Report By
 AN1884  HISTORY     - 1971     MONUMENTED       NGS
 AN1884  HISTORY     - 1978     GOOD             NGS
 AN1884  HISTORY     - 1981     GOOD             NGS
 AN1884  HISTORY     - 19960728 GOOD             USPSQD
 AN1884  HISTORY     - 19970203 GOOD             NGS
 AN1884
 AN1884                          STATION DESCRIPTION
 AN1884
 AN1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1884'0.8 MI EAST FROM SINTON.
 AN1884'0.8 MILE EAST ALONG STATE HIGHWAY 181 FROM THE JUNCTION OF STATE
 AN1884'HIGHWAY 77 AT SINTON, 63 FT NORTH OF THE CENTERLINRE OF HIGHWAY
 AN1884'25 FT WEST OF THE CENTERLINE OF ENTRANCE TO A DAIRY QUEEN RESTUARANT
 AN1884'72 FT EAST OF SINTON RM 3.
 AN1884
 AN1884                          STATION RECOVERY (1981)
 AN1884
 AN1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1884'RECOVERED IN GOOD CONDITION.
 AN1884
 AN1884                          STATION RECOVERY (1996)
 AN1884
 AN1884'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1884'RECOVERED IN GOOD CONDITION.
 AN1884
 AN1884                          STATION RECOVERY (1997)
 AN1884
 AN1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1884'IN SINTON, AT THE INTERSECTION OF EAST SINTON STREET AND JAMES DRIVE,
 AN1884'19.0 M (62.3 FT) NORTH OF THE STREET CENTERLINE, 8.1 M (26.6 FT) WEST
 AN1884'OF THE CENTER OF THE WEST DRIVEWAY LEADING TO A FARM BUREAU PARKING
 AN1884'LOT, 6.2 M (20.3 FT) WEST OF THE EXTENDED DRIVE CENTER, 5.3 M (17.4
 AN1884'FT) NORTHWEST OF THE WEST END OF A CULVERT UNDER THE DRIVEWAY, 0.7 M
 AN1884'(2.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AN1884'THE STREET, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2147 ***********************************************************************
 AN2147  DESIGNATION -  SINTON NEW MUNICIPAL TANK
 AN2147  PID         -  AN2147
 AN2147  STATE/COUNTY-  TX/SAN PATRICIO
 AN2147  USGS QUAD   -  SINTON WEST (1979)
 AN2147
 AN2147                         *CURRENT SURVEY CONTROL
 AN2147  ___________________________________________________________________
 AN2147* NAD 83(1993)-  28 02 00.27543(N)    097 30 16.52749(W)     ADJUSTED  
 AN2147* NAVD 88     -                                                        
 AN2147  ___________________________________________________________________
 AN2147  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AN2147  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN2147
 AN2147  HORZ ORDER  -  THIRD
 AN2147
 AN2147.The horizontal coordinates were established by classical geodetic methods
 AN2147.and adjusted by the National Geodetic Survey in February 1996..
 AN2147
 AN2147
 AN2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2147
 AN2147.The geoid height was determined by GEOID03.
 AN2147
 AN2147;                    North         East     Units Scale Factor Converg.
 AN2147;SPC TX S     - 5,262,615.999   397,884.619   MT  1.00005677   +0 27 06.9
 AN2147;SPC TX S     -17,265,765.99  1,305,393.12   sFT  1.00005677   +0 27 06.9
 AN2147;SPC TXSC     - 4,023,115.911   747,059.297   MT  1.00011881   +0 43 57.4
 AN2147;SPC TXSC     -13,199,172.78  2,450,977.04   sFT  1.00011881   +0 43 57.4
 AN2147;UTM  14      - 3,101,805.061   646,996.400   MT  0.99986670   +0 42 10.6
 AN2147
 AN2147                          SUPERSEDED SURVEY CONTROL
 AN2147
 AN2147  NAD 83(1986)-  28 02 00.28316(N)    097 30 16.50678(W) AD(       ) 4
 AN2147  NAD 27      -  28 01 59.22500(N)    097 30 15.53700(W) AD(       ) 3
 AN2147
 AN2147.Superseded values are not recommended for survey control.
 AN2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2147.See file dsdata.txt to determine how the superseded data were derived.
 AN2147
 AN2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4699601805(NAD 83)
 AN2147_MARKER: 53 = ELEVATED TANK
 AN2147
 AN2147  HISTORY     - Date     Condition        Report By
 AN2147  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2147  HISTORY     - 1988     GOOD             USPSQD
 AN2147  HISTORY     - 19950610 GOOD             USPSQD
 AN2147
 AN2147                          STATION DESCRIPTION
 AN2147
 AN2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2147'THE STATION IS LOCATED IN THE CENTRAL PART OF SINTON.
 AN2147'
 AN2147'THE STATION IS THE LARGEST AND NEWEST OF THE TWO MUNICIPAL
 AN2147'TANKS.  IT IS A SILVER PAINTED TANK MOUNTED ATOP AN EIGHT
 AN2147'LEGGED STRUCTURE.  THE STATION IS APPROXIMATELY 150 FEET HIGH.
 AN2147
 AN2147                          STATION RECOVERY (1988)
 AN2147
 AN2147'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN2147'RECOVERED IN GOOD CONDITION.
 AN2147
 AN2147                          STATION RECOVERY (1995)
 AN2147
 AN2147'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN2147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2148 ***********************************************************************
 AN2148  DESIGNATION -  SINTON REA RADIO MAST
 AN2148  PID         -  AN2148
 AN2148  STATE/COUNTY-  TX/SAN PATRICIO
 AN2148  USGS QUAD   -  SINTON WEST (1979)
 AN2148
 AN2148                         *CURRENT SURVEY CONTROL
 AN2148  ___________________________________________________________________
 AN2148* NAD 83(1993)-  28 02 35.34622(N)    097 30 44.02086(W)     ADJUSTED  
 AN2148* NAVD 88     -                                                        
 AN2148  ___________________________________________________________________
 AN2148  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AN2148  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN2148
 AN2148  HORZ ORDER  -  THIRD
 AN2148
 AN2148.The horizontal coordinates were established by classical geodetic methods
 AN2148.and adjusted by the National Geodetic Survey in February 1996..
 AN2148
 AN2148
 AN2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2148
 AN2148.The geoid height was determined by GEOID03.
 AN2148
 AN2148;                    North         East     Units Scale Factor Converg.
 AN2148;SPC TX S     - 5,263,689.724   397,125.186   MT  1.00005985   +0 26 54.4
 AN2148;SPC TX S     -17,269,288.70  1,302,901.55   sFT  1.00005985   +0 26 54.4
 AN2148;SPC TXSC     - 4,024,185.968   746,294.572   MT  1.00011501   +0 43 44.0
 AN2148;SPC TXSC     -13,202,683.46  2,448,468.11   sFT  1.00011501   +0 43 44.0
 AN2148;UTM  14      - 3,102,875.242   646,232.417   MT  0.99986393   +0 41 58.5
 AN2148
 AN2148                          SUPERSEDED SURVEY CONTROL
 AN2148
 AN2148  NAD 83(1986)-  28 02 35.35373(N)    097 30 44.00038(W) AD(       ) 4
 AN2148  NAD 27      -  28 02 34.30000(N)    097 30 43.01900(W) AD(       ) 3
 AN2148
 AN2148.Superseded values are not recommended for survey control.
 AN2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2148.See file dsdata.txt to determine how the superseded data were derived.
 AN2148
 AN2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4623202875(NAD 83)
 AN2148_MARKER: 42 = RADIO/TV MAST
 AN2148
 AN2148  HISTORY     - Date     Condition        Report By
 AN2148  HISTORY     - 1953     FIRST OBSERVED   CGS
 AN2148  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN2148
 AN2148                          STATION DESCRIPTION
 AN2148
 AN2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2148'LOCATED IN THE NORTH EDGE OF TOWN ON THE R.H. WELDER TRACT
 AN2148'AND JUST NORTH OF CHILTIPIN CREEK.  IT IS AN ALL STEEL STRUCTURE
 AN2148'250 FEET HIGH, PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 AN2148'WITH A RED LIGHT ON THE TOP OF THE STRUCTURE AND TWO SETS OF
 AN2148'RED LIGHTS AT INTERVALS DOWN THE SIDE.  POINT OBSERVED UPON,
 AN2148'RED LIGHT ON TOP OF STRUCTURE.
 AN2148
 AN2148                          STATION RECOVERY (1995)
 AN2148
 AN2148'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN2148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8983 ***********************************************************************
 AA8983  DESIGNATION -  SINTON RESET
 AA8983  PID         -  AA8983
 AA8983  STATE/COUNTY-  TX/SAN PATRICIO
 AA8983  USGS QUAD   -  SINTON EAST (1979)
 AA8983
 AA8983                         *CURRENT SURVEY CONTROL
 AA8983  ___________________________________________________________________
 AA8983* NAD 83(1986)-  28 02 12.59202(N)    097 29 44.52416(W)     ADJUSTED  
 AA8983* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 AA8983  ___________________________________________________________________
 AA8983  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AA8983  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AA8983
 AA8983  HORZ ORDER  -  SECOND
 AA8983
 AA8983.The horizontal coordinates were established by classical geodetic methods
 AA8983.and adjusted by the National Geodetic Survey in July 1986..
 AA8983
 AA8983.The orthometric height was scaled from a topographic map.
 AA8983
 AA8983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8983
 AA8983.The geoid height was determined by GEOID03.
 AA8983
 AA8983;                    North         East     Units Scale Factor Converg.
 AA8983;SPC TX S     - 5,263,002.080   398,755.772   MT  1.00005785   +0 27 21.5
 AA8983;SPC TX S     -17,267,032.66  1,308,251.23   sFT  1.00005785   +0 27 21.5
 AA8983;UTM  14      - 3,102,194.884   647,865.688   MT  0.99986986   +0 42 25.9
 AA8983
 AA8983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8983!SPC TX S     -   1.00000191  x   1.00005785  =   1.00005976
 AA8983!UTM  14      -   1.00000191  x   0.99986986  =   0.99987177
 AA8983
 AA8983|---------------------------------------------------------------------|
 AA8983| PID    Reference Object                     Distance      Geod. Az  |
 AA8983|                                                           dddmmss.s |
 AA8983| AN1198 N 175                                62.070 METERS 08325     |
 AA8983| AN2117 SINTON 2                             30.354 METERS 09648     |
 AA8983| CV6339 SINTON AZ MK                                       0964828.2 |
 AA8983| AN1883 SINTON RM 3                          19.516 METERS 10312     |
 AA8983| AH1380 SINTON SW BELL TEL CO RAD MAST      APPROX. 4.2 KM 1822023.6 |
 AA8983| AH1554 ODEM MUNICIPAL TANK                 APPROX.12.9 KM 2220518.8 |
 AA8983| AN2146 SINTON FARM LABOR SUPPLY C TK       APPROX. 1.6 KM 2232651.0 |
 AA8983| AN2147 SINTON NEW MUNICIPAL TANK           APPROX. 1.0 KM 2463312.4 |
 AA8983| CV6340 SINTON RM 4                          20.478 METERS 25505     |
 AA8983| AN2149 SINTON MUNICIPAL TANK               APPROX. 1.6 KM 2924103.2 |
 AA8983| AN2148 SINTON REA RADIO MAST               APPROX. 1.8 KM 2932009.8 |
 AA8983| AN2150 ST PAUL CONT PLINE MICROWAVE        APPROX. 7.6 KM 3133618.1 |
 AA8983| AN1265 SINTON RM 1                          29.962 METERS 31619     |
 AA8983|---------------------------------------------------------------------|
 AA8983
 AA8983                          SUPERSEDED SURVEY CONTROL
 AA8983
 AA8983.No superseded survey control is available for this station.
 AA8983
 AA8983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4786602195(NAD 83)
 AA8983_MARKER: DS = TRIANGULATION STATION DISK
 AA8983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA8983_STAMPING: SINTON 1953 1969
 AA8983_PROJECTION: PROJECTING 10 CENTIMETERS
 AA8983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8983+STABILITY: SURFACE MOTION
 AA8983
 AA8983  HISTORY     - Date     Condition        Report By
 AA8983  HISTORY     - 1969     MONUMENTED       CGS
 AA8983  HISTORY     - 1971     SEE DESCRIPTION  NGS
 AA8983
 AA8983                          STATION DESCRIPTION
 AA8983
 AA8983'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AA8983'THE SURFACE STATION MARK, REFERENCE MARK NO. 1 AND BENCH MARK
 AA8983'N 175 (REFERENCE MARK 2) WERE FOUND DESTROYED.  THE UNDERGROUND
 AA8983'STATION MARK AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 AA8983'CONDITION.  A SURFACE STATION MARK WAS SET DIRECTLY OVER THE
 AA8983'UNDERGROUND MARK AND 2 NEW REFERENCE MARKS WERE SET.  A COMPLETE
 AA8983'DESCRIPTION FOLLOWS--
 AA8983'
 AA8983'THE STATION IS ABOUT 1 MILE EAST ALONG U.S. HIGHWAY 181 FROM
 AA8983'THE CENTER OF SINTON ON THE NORTH SIDE OF THE HIGHWAY AT THE
 AA8983'SITE OF THE NOW ABANDON SINTON AIRPORT AND ON LAND OWNED BY
 AA8983'MR. DAVE ODEM.
 AA8983'
 AA8983'TO REACH THE STATION FROM THE COURTHOUSE IN SINTON, GO 0.35
 AA8983'MILE EAST ALONG U.S. HIGHWAYS 77 AND 181, THENCE CONTINUE EAST
 AA8983'ON U.S. 181 FOR 0.8 MILE TO STATION ON LEFT.  TO REACH THE
 AA8983'AZIMUTH MARK, CONTINUE EAST ON U.S. 181 FOR 0.35 MILE TO THE
 AA8983'MARK ON THE LEFT AT CURVE IN HIGHWAY TO THE RIGHT.
 AA8983'
 AA8983'THE STATION MARK IS A STANDARD DISK, STAMPED SINTON 1953 1969,
 AA8983'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 4
 AA8983'INCHES.  IT IS 160 FEET WEST OF THE CENTER OF ROAD LEADING
 AA8983'NORTH INTO OLD ABANDON AIRPORT, 78 FEET NORTH OF THE CENTER OF
 AA8983'THE HIGHWAY, 49.7 FEET NORTH OF CITY LIMITS SIGN POST AND 2.0
 AA8983'FEET SOUTH OF METAL WITNESS POST WITH SIGN.  UNDERGROUND STATION
 AA8983'MARK IS STANDARD DISK, STAMPED SINTON 1953, SET IN IRREGULAR
 AA8983'MASS OF CONCRETE 3 FEET BELOW GROUND SURFACE.
 AA8983'
 AA8983'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED SINTON 1953
 AA8983'NO 3 1969, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 AA8983'DIAMETER AND PROJECTING 6 INCHES.  IT IS ON NORTH EDGE OF HIGHWAY
 AA8983'RIGHT-OF-WAY, 98 FEET WEST OF THE CENTER OF ROAD LEADING INTO
 AA8983'OLD AIRPORT, 64 FEET NORTH OF CENTER OF HIGHWAY AND 1 FOOT
 AA8983'NORTHWEST OF METAL WITNESS POST WITH SIGN.
 AA8983'
 AA8983'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED SINTON 1953
 AA8983'NO 4 1969, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 AA8983'DIAMETER AND PROJECTING 4 INCHES.  IT IS ON NORTH EDGE OF HIGHWAY
 AA8983'RIGHT-OF-WAY, 68.3 FEET NORTHWEST OF CITY LIMITS SIGN POST,
 AA8983'61 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTHWEST
 AA8983'OF METAL WITNESS POST WITH SIGN.
 AA8983'
 AA8983'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SINTON 1953, SET
 AA8983'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 AA8983'THE GROUND.  IT IS ON OUTSIDE OF CURVE IN HIGHWAY AT NORTH EDGE
 AA8983'OF RIGHT-OF-WAY, 63 FEET NORTH OF THE CENTER OF HIGHWAY, 24
 AA8983'FEET WEST OF WOODEN PHONE COMPANY POLE 6 FEET HIGH WITH THE
 AA8983'NUMBER 2-1/2 ON ITS SOUTH SIDE, 2.0 FEET WEST OF FENCE CORNER
 AA8983'POST AND 1-1/2 FEET NORTH OF METAL WITNESS POST WITH SIGN.
 AA8983'
 AA8983'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AA8983'
 AA8983'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST
 AA8983'OF SINTON
 AA8983
 AA8983                          STATION RECOVERY (1971)
 AA8983
 AA8983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AA8983'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1969 RECOVERY
 AA8983'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 AA8983'DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 AA8983'
 AA8983'THE STATION MARK AND REFERENCE MARK NO. 4 WERE IN THE WAY FOR
 AA8983'CONSTRUCTION OF A DRIVE-WAY TO A DAIRY QUEEN RESTAURANT THAT
 AA8983'WAS UNDER CONSTRUCTION AND WERE MOVED BY THE REQUEST OF THE
 AA8983'PROPERTY OWNER MR. DAVE ODEM AND THE LOFTIN CONSTRUCTION
 AA8983'CO., INC.
 AA8983'
 AA8983'SINTON 2 WAS ESTABLISHED EAST OF THE STATION.
 AA8983'
 AA8983'THE STATION MARK AND REFERENCE MARK NO. 4 WERE NOT DESTROYED AT
 AA8983'THE TIME, THE LOFTIN CONSTRUCTION CO., WAS INFORMED THAT THE MARKS
 AA8983'COULD BE DESTROYED AT THE TIME OF CONSTRUCTION OF DRIVE-WAY.
 AA8983'
 AA8983'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SINTON 1
 AA8983'MILE EAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1265 ***********************************************************************
 AN1265  DESIGNATION -  SINTON RM 1
 AN1265  PID         -  AN1265
 AN1265  STATE/COUNTY-  TX/SAN PATRICIO
 AN1265  USGS QUAD   -  SINTON EAST (1979)
 AN1265
 AN1265                         *CURRENT SURVEY CONTROL
 AN1265  ___________________________________________________________________
 AN1265* NAD 83(1986)-  28 02 14.     (N)    097 29 45.     (W)     SCALED    
 AN1265* NAVD 88     -        14.977  (meters)      49.14   (feet)  ADJUSTED  
 AN1265  ___________________________________________________________________
 AN1265  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1265  DYNAMIC HT  -          14.954 (meters)      49.06  (feet)  COMP
 AN1265  MODELED GRAV-     979,134.1   (mgal)                       NAVD 88
 AN1265
 AN1265  VERT ORDER  -  FIRST     CLASS II
 AN1265
 AN1265.This mark is at San Patricio Co (T69) Airport (T69)
 AN1265
 AN1265.The horizontal coordinates were scaled from a topographic map and have
 AN1265.an estimated accuracy of +/- 6 seconds.
 AN1265
 AN1265.The orthometric height was determined by differential leveling
 AN1265.and adjusted by the National Geodetic Survey in June 1991..
 AN1265
 AN1265.The geoid height was determined by GEOID03.
 AN1265
 AN1265.The dynamic height is computed by dividing the NAVD 88
 AN1265.geopotential number by the normal gravity value computed on the
 AN1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1265.degrees latitude (g = 980.6199 gals.).
 AN1265
 AN1265.The modeled gravity was interpolated from observed gravity values.
 AN1265
 AN1265;                    North         East    Units  Estimated Accuracy
 AN1265;SPC TX S     - 5,263,050.      398,740.      MT  (+/- 180 meters Scaled)
 AN1265
 AN1265                          SUPERSEDED SURVEY CONTROL
 AN1265
 AN1265  NGVD 29 (??/??/92)   15.15   (m)           49.7    (f) COMPUTED    1 2
 AN1265
 AN1265.Superseded values are not recommended for survey control.
 AN1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1265.See file dsdata.txt to determine how the superseded data were derived.
 AN1265
 AN1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS478022(NAD 83)
 AN1265_MARKER: DB = BENCH MARK DISK
 AN1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1265_STAMPING: SINTON NO 1 1953
 AN1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1265+STABILITY: SURFACE MOTION
 AN1265
 AN1265  HISTORY     - Date     Condition        Report By
 AN1265  HISTORY     - 1953     MONUMENTED       CGS
 AN1265  HISTORY     - 1959     GOOD             NGS
 AN1265  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1265  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1265
 AN1265                          STATION DESCRIPTION
 AN1265
 AN1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AN1265'0.75 MI E FROM SINTON.
 AN1265'ABOUT 0.75 MILE EAST ALONG U.S. HIGHWAY 181 FROM THE ST. LOUIS,
 AN1265'BROWNVILLE AND MEXICO RAILROAD STATION AT SINTON, AT THE ABANDONED
 AN1265'SINTON AIRPORT, 116 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36
 AN1265'FEET SOUTHEAST OF BENCH MARK M 175, 148 FEET NORTHWEST OF
 AN1265'TRIANGULATION STATION SINTON 1953, 4.3 FEET SOUTHWEST OF THE SOUTHWEST
 AN1265'CORNER OF THE SOUTH HANGAR, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AN1265'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AN1265
 AN1265                          STATION RECOVERY (1978)
 AN1265
 AN1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1265'SEARCHED FOR
 AN1265'SEARCHED FOR NOT RECOVERED THIS DATE.
 AN1265
 AN1265                          STATION RECOVERY (1996)
 AN1265
 AN1265'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1883 ***********************************************************************
 AN1883  DESIGNATION -  SINTON RM 3
 AN1883  PID         -  AN1883
 AN1883  STATE/COUNTY-  TX/SAN PATRICIO
 AN1883  USGS QUAD   -  SINTON EAST (1979)
 AN1883
 AN1883                         *CURRENT SURVEY CONTROL
 AN1883  ___________________________________________________________________
 AN1883* NAD 83(1986)-  28 02 13.     (N)    097 29 45.     (W)     SCALED    
 AN1883* NAVD 88     -        15.161  (meters)      49.74   (feet)  ADJUSTED  
 AN1883  ___________________________________________________________________
 AN1883  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1883  DYNAMIC HT  -          15.138 (meters)      49.67  (feet)  COMP
 AN1883  MODELED GRAV-     979,134.1   (mgal)                       NAVD 88
 AN1883
 AN1883  VERT ORDER  -  FIRST     CLASS I
 AN1883
 AN1883.The horizontal coordinates were scaled from a topographic map and have
 AN1883.an estimated accuracy of +/- 6 seconds.
 AN1883
 AN1883.The orthometric height was determined by differential leveling
 AN1883.and adjusted by the National Geodetic Survey in June 1991..
 AN1883.WARNING-Repeat measurements at this control monument indicate possible
 AN1883.vertical movement.
 AN1883
 AN1883.The geoid height was determined by GEOID03.
 AN1883
 AN1883.The dynamic height is computed by dividing the NAVD 88
 AN1883.geopotential number by the normal gravity value computed on the
 AN1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1883.degrees latitude (g = 980.6199 gals.).
 AN1883
 AN1883.The modeled gravity was interpolated from observed gravity values.
 AN1883
 AN1883;                    North         East    Units  Estimated Accuracy
 AN1883;SPC TX S     - 5,263,020.      398,740.      MT  (+/- 180 meters Scaled)
 AN1883
 AN1883                          SUPERSEDED SURVEY CONTROL
 AN1883
 AN1883  NGVD 29 (??/??/92)   15.330  (m)           50.30   (f) ADJ UNCH    1 1
 AN1883
 AN1883.Superseded values are not recommended for survey control.
 AN1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1883.See file dsdata.txt to determine how the superseded data were derived.
 AN1883
 AN1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS478022(NAD 83)
 AN1883_MARKER: DR = REFERENCE MARK DISK
 AN1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1883_SP_SET: CONCRETE POST
 AN1883_STAMPING: SINTON 1953 NO 3 1969
 AN1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1883+STABILITY: SURFACE MOTION
 AN1883
 AN1883  HISTORY     - Date     Condition        Report By
 AN1883  HISTORY     - 1969     MONUMENTED       CGS
 AN1883  HISTORY     - 1978     GOOD             NGS
 AN1883  HISTORY     - 1981     GOOD             NGS
 AN1883  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1883  HISTORY     - 19970210 MARK NOT FOUND   NGS
 AN1883
 AN1883                          STATION DESCRIPTION
 AN1883
 AN1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1883'0.8 MI EAST FROM SINTON.
 AN1883'0.8 MILE EAST ALONG STATE HIGHWAY 181 FROM THE JUNCTION OF STATE
 AN1883'HIGHWAY 77 AT SINTON, 64 FT NORTH OF THE CENTERLINE OF THE
 AN1883'HIGHWAY, 82 FT SOUTHEAST OF THE SOUTHEAST BRICK PILLAR
 AN1883'OF A DAIRY QUEEN RESTUARANT AND 97 FT WEST OF THE CENTERLINE OF A
 AN1883'PAVED ROAD LEADING NORTH,
 AN1883
 AN1883                          STATION RECOVERY (1981)
 AN1883
 AN1883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1883'RECOVERED IN GOOD CONDITION.
 AN1883
 AN1883                          STATION RECOVERY (1996)
 AN1883
 AN1883'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1883'MARK NOT FOUND.
 AN1883
 AN1883                          STATION RECOVERY (1997)
 AN1883
 AN1883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1883'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AN1883'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1380 ***********************************************************************
 AH1380  DESIGNATION -  SINTON SW BELL TEL CO RAD MAST
 AH1380  PID         -  AH1380
 AH1380  STATE/COUNTY-  TX/SAN PATRICIO
 AH1380  USGS QUAD   -  TAFT (1975)
 AH1380
 AH1380                         *CURRENT SURVEY CONTROL
 AH1380  ___________________________________________________________________
 AH1380* NAD 83(1993)-  27 59 57.05477(N)    097 29 50.78400(W)     ADJUSTED  
 AH1380* NAVD 88     -                                                        
 AH1380  ___________________________________________________________________
 AH1380  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AH1380  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AH1380
 AH1380  HORZ ORDER  -  THIRD
 AH1380
 AH1380.The horizontal coordinates were established by classical geodetic methods
 AH1380.and adjusted by the National Geodetic Survey in February 1996..
 AH1380
 AH1380
 AH1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1380
 AH1380.The geoid height was determined by GEOID03.
 AH1380
 AH1380;                    North         East     Units Scale Factor Converg.
 AH1380;SPC TX S     - 5,258,828.357   398,617.937   MT  1.00004619   +0 27 18.6
 AH1380;SPC TX S     -17,253,339.37  1,307,799.01   sFT  1.00004619   +0 27 18.6
 AH1380;SPC TXSC     - 4,019,331.629   747,811.227   MT  1.00013241   +0 44 10.0
 AH1380;SPC TXSC     -13,186,757.19  2,453,444.00   sFT  1.00013241   +0 44 10.0
 AH1380;UTM  14      - 3,098,021.358   647,746.145   MT  0.99986943   +0 42 19.9
 AH1380
 AH1380                          SUPERSEDED SURVEY CONTROL
 AH1380
 AH1380  NAD 83(1986)-  27 59 57.06197(N)    097 29 50.76344(W) AD(       ) 4
 AH1380  NAD 27      -  27 59 55.98700(N)    097 29 49.78500(W) AD(       ) 3
 AH1380
 AH1380.Superseded values are not recommended for survey control.
 AH1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1380.See file dsdata.txt to determine how the superseded data were derived.
 AH1380
 AH1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4774698021(NAD 83)
 AH1380_MARKER: 41 = ANTENNA MAST
 AH1380
 AH1380  HISTORY     - Date     Condition        Report By
 AH1380  HISTORY     - 1953     FIRST OBSERVED   CGS
 AH1380  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH1380
 AH1380                          STATION DESCRIPTION
 AH1380
 AH1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1380'LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF SINTON AND
 AH1380'AND 0.5 MILE EAST OF THE SODVILLE ROAD.  IT IS A THREE LEGGED
 AH1380'STEEL STRUCTURE 300 FEET HIGH PAINTED IN ALTERNATE SECTIONS
 AH1380'OF RED AND WHITE, WITH A FLASHING RED LIGHT ON THE TOP OF
 AH1380'THE STRUCTURE AND TWO SETS OF RED LIGHTS AT INTERVALS DOWN
 AH1380'THE SIDE.  POINT OBSERVED UPON, FLASHING RED LIGHT ON TOP
 AH1380'OF MAST.
 AH1380
 AH1380                          STATION RECOVERY (1995)
 AH1380
 AH1380'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1392 ***********************************************************************
 GL1392  DESIGNATION -  SIPE
 GL1392  PID         -  GL1392
 GL1392  STATE/COUNTY-  TX/HARTLEY
 GL1392  USGS QUAD   -  DALHART WEST (1973)
 GL1392
 GL1392                         *CURRENT SURVEY CONTROL
 GL1392  ___________________________________________________________________
 GL1392* NAD 83(1993)-  36 00 20.81468(N)    102 35 03.78765(W)     ADJUSTED  
 GL1392* NAVD 88     -      1229.5    (meters)    4034.     (feet)  VERTCON   
 GL1392  ___________________________________________________________________
 GL1392  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 GL1392  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 GL1392
 GL1392  HORZ ORDER  -  FIRST
 GL1392
 GL1392.The horizontal coordinates were established by classical geodetic methods
 GL1392.and adjusted by the National Geodetic Survey in February 1996..
 GL1392
 GL1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1392
 GL1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1392
 GL1392.The geoid height was determined by GEOID03.
 GL1392
 GL1392;                    North         East     Units Scale Factor Converg.
 GL1392;SPC TX N     - 1,223,056.135   102,240.483   MT  0.99996341   -0 37 42.4
 GL1392;SPC TX N     - 4,012,643.34    335,433.98   sFT  0.99996341   -0 37 42.4
 GL1392;UTM  13      - 3,987,288.714   717,717.795   MT  1.00018410   +1 25 14.2
 GL1392
 GL1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1392!SPC TX N     -   0.99981095  x   0.99996341  =   0.99977437
 GL1392!UTM  13      -   0.99981095  x   1.00018410  =   0.99999502
 GL1392
 GL1392:                Primary Azimuth Mark                     Grid Az
 GL1392:SPC TX N     -  DALHART RADIO STA KXIT MAST              034 45 03.6
 GL1392:UTM  13      -  DALHART RADIO STA KXIT MAST              032 42 07.0
 GL1392
 GL1392|---------------------------------------------------------------------|
 GL1392| PID    Reference Object                     Distance      Geod. Az  |
 GL1392|                                                           dddmmss.s |
 GL1392| GL1385 DALHART RADIO STA KXIT MAST         APPROX.11.9 KM 0340721.2 |
 GL1392| GL1391 DALHART CONSUMERS GRAIN ELEV        APPROX. 8.7 KM 0381024.7 |
 GL1392| GL1395 DALHART GOOCHS GRAIN CO ELEV        APPROX. 8.7 KM 0441958.1 |
 GL1392| GL1389 DALHART RITA BLANCA ELEC MAST       APPROX. 8.8 KM 0464456.2 |
 GL1392| GL1388 DALHART MUNICIPAL AIRPORT BCN       APPROX. 3.7 KM 0492304.2 |
 GL1392| GL1394 DALHART MUNICIPAL TANK              APPROX. 8.0 KM 0500826.4 |
 GL1392| CM9196 SIPE RM 1                            37.241 METERS 09157     |
 GL1392| CM9197 SIPE RM 2                           126.311 METERS 21811     |
 GL1392| CM9198 SIPE RM 3                            70.050 METERS 28157     |
 GL1392| CM9194 SIPE AZ MK                                         3562137.1 |
 GL1392| CM9195 SIPE AZ MK 2                                       3564515.2 |
 GL1392|---------------------------------------------------------------------|
 GL1392
 GL1392                          SUPERSEDED SURVEY CONTROL
 GL1392
 GL1392  NAD 83(1993)-  36 00 20.81492(N)    102 35 03.78846(W) AD(       ) 1
 GL1392  NAD 83(1993)-  36 00 20.82309(N)    102 35 03.77888(W) AD(       ) 1
 GL1392  NAD 83(1986)-  36 00 20.82426(N)    102 35 03.77853(W) AD(       ) 1
 GL1392  NAD 27      -  36 00 20.70500(N)    102 35 02.06400(W) AD(       ) 1
 GL1392  NGVD 29 (07/19/86) 1228.9    (m)         4032.     (f) VERT ANG       
 GL1392
 GL1392.Superseded values are not recommended for survey control.
 GL1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1392.See file dsdata.txt to determine how the superseded data were derived.
 GL1392
 GL1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV1771887289(NAD 83)
 GL1392_MARKER: DS = TRIANGULATION STATION DISK
 GL1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1392
 GL1392  HISTORY     - Date     Condition        Report By
 GL1392  HISTORY     - 1934     MONUMENTED       CGS
 GL1392  HISTORY     - 1953     GOOD             CGS
 GL1392  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL1392
 GL1392                          STATION DESCRIPTION
 GL1392
 GL1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1392'THIS STATION IS LOCATED IN THE NW 1/4 SEC. 85, BLOCK 48 AND
 GL1392'IS 5.5 MILES AIR LINE SW OF DALHART.  IT IS ON THE FENCE
 GL1392'LINE ON A HIGH, SANDY RIDGE ON PROPERTY BELONGING TO W.H.
 GL1392'JOHNSON AND OCCUPIED BY P.A. SIPE.  IT IS 104 FEET SW OF
 GL1392'SW CORNER OF FARM HOUSE, 118 FEET W OF WINDMILL AND MARK
 GL1392'PROJECTS 6 INCHES.
 GL1392'
 GL1392'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GL1392'BRONZE DISKS SET IN CONCRETE.
 GL1392'
 GL1392'REFERENCE MARK NO. 1 IS E OF STATION, 2 FEET S OF E-W
 GL1392'FENCE AND PROJECTS 1 FOOT.
 GL1392'
 GL1392'REFERENCE MARK NO. 2 IS SW OF STATION, 20 FEET E OF CENTER
 GL1392'OF N-S SECTION LINE ROAD, 2 FEET E OF N RIGHT-OF-WAY FENCE
 GL1392'AND PROJECTS 4 INCHES.
 GL1392'
 GL1392'AZIMUTH MARK IS N OF STATION, 39 FEET E OF CENTER LINE OF
 GL1392'N-S SECTION LINE ROAD, 55 FEET SE OF CENTER LINE OF U.S.
 GL1392'HIGHWAY 54, 1 FOOT E OF N-S FENCE, 4 FEET S OF FENCE INTERSECTION
 GL1392'AND PROJECTS 4 INCHES.
 GL1392'
 GL1392'STATION IS REACHED FROM DALHART, BY DRIVING W AND SW ON U.S.
 GL1392'HIGHWAY 54 FOR 4-1/2 MILES, TO AN INTERSECTION OF A PLAIN
 GL1392'SECTION ROAD GOING S.  GO S ON SECTION ROAD 0.8 MILE TO A
 GL1392'WIRE GATE ON E SIDE OF ROAD.  PASS THROUGH WIRE GATE AND
 GL1392'DRIVE TO RANCH HOUSE AND STATION.
 GL1392'
 GL1392'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 GL1392
 GL1392                          STATION RECOVERY (1953)
 GL1392
 GL1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1392'THE STATION WAS FOUND AS DESCRIBED.  A NEW REFERENCE MARK AND
 GL1392'A NEW AZIMUTH MARK WERE ESTABLISHED.  REFERENCE MARK NUMBER
 GL1392'TWO HAS BEEN SCRAPED BY A ROAD GRADER.
 GL1392'
 GL1392'A COMPLETE NEW DESCRIPTION FOLLOWS.
 GL1392'
 GL1392'THE STATION IS LOCATED IN THE FARM YARD OF MR. P.A. SIPE.
 GL1392'IT IS LOCATED AIRLINE ABOUT 5-1/2-MILES SOUTHWEST OF DALHART
 GL1392'AND ABOUT 0.8 MILE SOUTHEAST OF U.S. HIGHWAY 54.
 GL1392'
 GL1392'THE STATION IS A STANDARD DISK STAMPED SIPE 1934 SET IN
 GL1392'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 GL1392'1 INCH ABOVE THE GROUND.  IT IS 104 FEET SOUTHWEST OF THE
 GL1392'SOUTHWEST CORNER OF A FARM HOUSE, 118 FEET WEST OF A WIND
 GL1392'MILL, AND 20 FEET EAST OF THE CENTER LINE OF THE DRIVE WAY
 GL1392'LEADING TO THE FARM HOUSE.
 GL1392'
 GL1392'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SIPE
 GL1392'NO 2 1934 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GL1392'WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS ABOUT
 GL1392'2 FEET HIGHER THAN THE STATION.  IT IS 20 FEET EAST OF THE
 GL1392'CENTER LINE OF A DIRT ROAD, 2-1/2-FEET WEST OF A WHITE WITNESS
 GL1392'POST, AND 6-1/2-FEET WEST OF A NORTH-SOUTH FENCE LINE.
 GL1392'
 GL1392'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED SIPE
 GL1392'NO 3 1934 1953 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GL1392'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT 6
 GL1392'FEET LOWER THAN THE STATION.  IT IS 2 FEET SOUTH OF AN
 GL1392'EAST-WEST FENCE LINE, 20 FEET EAST OF A FENCE CORNER, AND 15
 GL1392'FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY LEADING TO THE
 GL1392'FARM HOUSE.
 GL1392'
 GL1392'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SIPE AZIMUTH 1934
 GL1392'1953 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 GL1392'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST
 GL1392'OF A NORTH-SOUTH FENCE LINE, 30 FEET NORTH OF A FENCE CORNER,
 GL1392'80 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 54,
 GL1392'AND 50 FEET EAST OF THE CENTER LINE OF A DIRT SIDE ROAD.
 GL1392'
 GL1392'TO REACH THE STATION FROM THE POST OFFICE IN DALHART, GO SOUTH
 GL1392'ON U.S. HIGHWAY 54 FOR 0.3 MILE.  TURN RIGHT, WEST, AND CONTINUE
 GL1392'ON U.S. HIGHWAY 54 FOR 4.6 MILES TO A SIDE ROAD, LEFT, AND THE
 GL1392'AZIMUTH MARK.  TURN LEFT AND FOLLOW THE DIRT SIDE ROAD SOUTH FOR
 GL1392'0.8 MILE TO A DRIVE WAY, LEFT, LEADING TO THE FARM HOUSE OF
 GL1392'MR. SIPE.  TURN LEFT ONTO THE DRIVE WAY AND GO EAST FOR
 GL1392'0.1 MILE TO THE FARM HOUSE AND THE STATION.
 GL1392'
 GL1392'NOTE--A DISCREPANCY IN THE MEASUREMENT OF R.M. 2 WAS NOTED AND
 GL1392'CHECKED IN THE FIELD.
 GL1392'
 GL1392'R.M. 1 WAS MOVED AT THE REQUEST OF THE PROPERTY OWNER AND
 GL1392'THE OLD AZIMUTH MARK WAS FOUND DESTROYED.  SEE RECONNAISSANCE
 GL1392'DESCRIPTION.
 GL1392
 GL1392                          STATION RECOVERY (1973)
 GL1392
 GL1392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WC)
 GL1392'STATION WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK NO. 2
 GL1392'HAS BEEN DESTROYED AND NO. 3 HAS BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0808 ***********************************************************************
 CC0808  DESIGNATION -  SIST
 CC0808  PID         -  CC0808
 CC0808  STATE/COUNTY-  TX/REEVES
 CC0808  USGS QUAD   -  TOYAH LAKE (1963)
 CC0808
 CC0808                         *CURRENT SURVEY CONTROL
 CC0808  ___________________________________________________________________
 CC0808* NAD 83(1993)-  31 21 20.45457(N)    103 29 59.32653(W)     ADJUSTED  
 CC0808* NAVD 88     -       797.8    (meters)    2617.     (feet)  VERTCON   
 CC0808  ___________________________________________________________________
 CC0808  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 CC0808  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CC0808
 CC0808  HORZ ORDER  -  FIRST
 CC0808
 CC0808.The horizontal coordinates were established by classical geodetic methods
 CC0808.and adjusted by the National Geodetic Survey in February 1996..
 CC0808
 CC0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0808
 CC0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0808
 CC0808.The geoid height was determined by GEOID03.
 CC0808
 CC0808;                    North         East     Units Scale Factor Converg.
 CC0808;SPC TX C     - 3,191,524.832   398,786.546   MT  0.99990079   -1 37 51.3
 CC0808;SPC TX C     -10,470,861.05  1,308,352.19   sFT  0.99990079   -1 37 51.3
 CC0808;UTM  13      - 3,469,993.675   642,690.154   MT  0.99985113   +0 46 50.7
 CC0808
 CC0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0808!SPC TX C     -   0.99987856  x   0.99990079  =   0.99977936
 CC0808!UTM  13      -   0.99987856  x   0.99985113  =   0.99972971
 CC0808
 CC0808:                Primary Azimuth Mark                     Grid Az
 CC0808:SPC TX C     -  PECOS WATER TANK                         003 14 10.3
 CC0808:UTM  13      -  PECOS WATER TANK                         000 49 28.3
 CC0808
 CC0808|---------------------------------------------------------------------|
 CC0808| PID    Reference Object                     Distance      Geod. Az  |
 CC0808|                                                           dddmmss.s |
 CC0808| CC0809 PECOS WATER TANK                    APPROX. 7.8 KM 0013619.0 |
 CC0808| CC0810 PECOS COURTHOUSE CUPOLA             APPROX. 7.6 KM 0040128.0 |
 CC0808| CI0499 SIST AZ MK                                         0325938.3 |
 CC0808| CI0500 SIST RM                              35.896 METERS 20058     |
 CC0808| CI0501 SIST RM 2                            43.004 METERS 27855     |
 CC0808|---------------------------------------------------------------------|
 CC0808
 CC0808                          SUPERSEDED SURVEY CONTROL
 CC0808
 CC0808  NAD 83(1986)-  31 21 20.45465(N)    103 29 59.32170(W) AD(       ) 1
 CC0808  NAD 27      -  31 21 19.96700(N)    103 29 57.70000(W) AD(       ) 1
 CC0808  NGVD 29 (07/19/86)  797.7    (m)         2617.     (f) VERT ANG       
 CC0808
 CC0808.Superseded values are not recommended for survey control.
 CC0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0808.See file dsdata.txt to determine how the superseded data were derived.
 CC0808
 CC0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ4269069994(NAD 83)
 CC0808_MARKER: Z = SEE DESCRIPTION
 CC0808_SETTING: 0 = UNSPECIFIED SETTING
 CC0808
 CC0808  HISTORY     - Date     Condition        Report By
 CC0808  HISTORY     - 1909     MONUMENTED       CGS
 CC0808  HISTORY     - 1922     GOOD             CGS
 CC0808  HISTORY     - 1935     GOOD             CGS
 CC0808  HISTORY     - 1943     GOOD             LOCSUR
 CC0808  HISTORY     - 1945     GOOD             CGS
 CC0808  HISTORY     - 1946     GOOD             LOCSUR
 CC0808  HISTORY     - 1949     GOOD             CGS
 CC0808
 CC0808                          STATION DESCRIPTION
 CC0808
 CC0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CC0808'FOUR AND THREE-FOURTHS MILES DIRECT, OR 5 MILES BY ROAD, S 3
 CC0808'DEG W FROM THE COURTHOUSE IN PECOS, A TOWN ON THE TEXAS AND
 CC0808'PACIFIC RAILWAY, AND 500 METERS (1,640 FEET) W OF THE PECOS-FORT
 CC0808'STOCKTON ROAD, ON THE 4 SECTION CLAIM OF T.J. SISK, WHO LIVES
 CC0808'ABOUT 200 METERS (656 FEET) SE OF THE STATION.
 CC0808'
 CC0808'SURFACE MARK IS A CAP STATION MARK SCREWED TO TOP OF 3-INCH
 CC0808'IRON PIPE 30 INCHES LONG WHICH IS EMBEDDED IN A CYLINDER OF
 CC0808'CONCRETE 20 INCHES IN DIAMETER AND 30 INCHES LONG.
 CC0808'
 CC0808'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A STANDARD
 CC0808'BRONZE DISK.
 CC0808'
 CC0808'REFERENCE MARK IS A 3/4-INCH IRON ROD 18 INCHES LONG SET
 CC0808'IN CONCRETE CYLINDER 12 INCHES IN DIAMETER AND 20 INCHES LONG.
 CC0808'IT IS IN THE NW CORNER OF A LOT, AND 35.900 METERS (117.78
 CC0808'FEET) FROM THE STATION.  SISKS WINDMILL
 CC0808'IS ABOUT 75 METERS (246 FEET) FROM THE STATION S 31 DEG 56 MIN E.
 CC0808'
 CC0808'BEARING FROM STATION TO BARSTOW COURTHOUSE CUPOLA, ABOUT 9-1/2
 CC0808'MILES DISTANT, N 40 DEG 30 MIN E.
 CC0808
 CC0808                          STATION RECOVERY (1935)
 CC0808
 CC0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0808'STATION IS ON A BUSHY FLAT 5 MILES S OF PECOS, TEXAS, 1/4 MILE
 CC0808'W OF STATE HIGHWAY 27, 1/4 MILE E OF A POWER LINE, AT THE NW
 CC0808'CORNER OF A LARGE CLEARING AND 75 YARDS NNW OF A DIRT TANK.
 CC0808'
 CC0808'SURFACE MARK IS A STANDARD CAP STATION MARK SCREWED ON A 3-INCH
 CC0808'IRON PIPE THAT IS SET IN AN IRREGULAR MASS OF CONCRETE.  THE PIPE
 CC0808'PROJECTS 3 INCHES AND WAS RECOVERED IN GOOD CONDITION.
 CC0808'
 CC0808'REFERENCE MARK NO. 1 IS S OF THE STATION AND CONSISTS OF AN IRON
 CC0808'BOLT SET IN AN IRREGULAR MASS OF CONCRETE WITH U.S.C. AND G.S.
 CC0808'SCRATCHED ON THE CONCRETE.  THE MARK IS FLUSH WITH THE GROUND
 CC0808'AND WAS RECOVERED IN GOOD CONDITION.
 CC0808'
 CC0808'AN AZIMUTH MARK AND A REFERENCE MARK, NO. 2, STANDARD DISKS SET
 CC0808'IN BLOCKS OF CONCRETE WERE NEWLY ESTABLISHED.
 CC0808'
 CC0808'REFERENCE MARK NO. 2 IS W OF THE STATION, PROJECTS 3 INCHES
 CC0808'AND IS STAMPED SIST 1935.
 CC0808'
 CC0808'AZIMUTH MARK IS NNE OF STATION.  12 FEET NNE OF OLD TELEPHONE
 CC0808'LINE.  52 FEET W OF THE CENTER LINE OF HIGHWAY 27 AND 0.3 MILE
 CC0808'N OF THE TRACK ROAD LEADING FROM THE HIGHWAY TO THE STATION.  IT
 CC0808'IS STAMPED SIST 1935 AND PROJECTS 6 INCHES.
 CC0808'
 CC0808'STATION IS REACHED FROM THE REEVES COUNTY COURTHOUSE IN PECOS
 CC0808'BY DRIVING S ON STATE HIGHWAY 27 FOR 4.9 MILES TO A CONSPICUOUS
 CC0808'CLEARING ON THE W SIDE OF THE ROAD AND AN OLD CISTERN ABOUT
 CC0808'50 YARDS W OF THE ROAD.  TURN W HERE ON A TRACK ROAD AND DRIVE
 CC0808'0.1 MILE TO A DIRT RANK AND THEN 75 YARDS NW TO STATION.
 CC0808'
 CC0808'A 30-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CC0808
 CC0808                          STATION RECOVERY (1943)
 CC0808
 CC0808'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943 (BJ)
 CC0808'RECOVERED BY GEOPHYSICAL SURVEYOR.
 CC0808'
 CC0808'RECOVERED IN EXCELLENT CONDITION.
 CC0808'
 CC0808'THE AZIMUTH TO REFERENCE MARK NO. 1, ACCORDING TO MY TRANSIT, IS
 CC0808'CORRECT IN THE 1909 DATA, AND INCORRECT IN THAT OF 1935.  THE
 CC0808'ANGLE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2, USING
 CC0808'STATION AS T.P. IS APPROX. S 88 DEG W.
 CC0808
 CC0808                          STATION RECOVERY (1945)
 CC0808
 CC0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0808'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION AND
 CC0808'REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES TO
 CC0808'REFERENCE MARKS NOT CHECKED.
 CC0808
 CC0808                          STATION RECOVERY (1946)
 CC0808
 CC0808'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (HEO)
 CC0808'MARK IS IN GOOD CONDITION.  THERE IS NOW NO CONSPICUOUS CLEARING
 CC0808'ON THE W SIDE OF THE ROAD.  REMAINS OF OLD CISTERN ARE EVIDENT.
 CC0808'CLEARING IS GROWN OVER WITH MESQUITE.
 CC0808
 CC0808                          STATION RECOVERY (1949)
 CC0808
 CC0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (AHC)
 CC0808'SURFACE MARK AND R.M. 2 RECOVERED IN GOOD CONDITION.  CLEARING
 CC0808'REFERRED TO IN DESCRIPTION HAS GROWN UP IN BRUSH.
 CC0808'
 CC0808'STATION IS APPROXIMATELY 730 FEET W OF OLD STATE HIGHWAY 27 AT A
 CC0808'POINT 3.68 MILES FROM NEW ROUTE OF U.S. HIGHWAY 285.  THE
 CC0808'POINT AT WHICH OLD STATE HIGHWAY 27 LEAVES U.S. HIGHWAY 285 IS
 CC0808'1.3 MILES (ALONG U.S. HIGHWAY 285) S OF THE COURTHOUSE IN CITY
 CC0808'OF PECOS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7302 ***********************************************************************
 AC7302  DESIGNATION -  SISTER
 AC7302  PID         -  AC7302
 AC7302  STATE/COUNTY-  TX/LAMPASAS
 AC7302  USGS QUAD   -  OGLES (1959)
 AC7302
 AC7302                         *CURRENT SURVEY CONTROL
 AC7302  ___________________________________________________________________
 AC7302* NAD 83(1993)-  31 07 40.68144(N)    098 21 55.35944(W)     ADJUSTED  
 AC7302* NAVD 88     -       493.6    (meters)    1619.     (feet)  VERTCON   
 AC7302  ___________________________________________________________________
 AC7302  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AC7302  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AC7302
 AC7302  HORZ ORDER  -  THIRD
 AC7302
 AC7302.The horizontal coordinates were established by classical geodetic methods
 AC7302.and adjusted by the National Geodetic Survey in March 1997..
 AC7302
 AC7302.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7302
 AC7302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7302
 AC7302.The geoid height was determined by GEOID03.
 AC7302
 AC7302;                    North         East     Units Scale Factor Converg.
 AC7302;SPC TX C     - 3,163,652.735   887,665.178   MT  0.99988417   +1 00 49.0
 AC7302;SPC TX C     -10,379,417.35  2,912,281.50   sFT  0.99988417   +1 00 49.0
 AC7302;UTM  14      - 3,443,957.265   560,504.424   MT  0.99964515   +0 19 41.1
 AC7302
 AC7302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7302!SPC TX C     -   0.99992645  x   0.99988417  =   0.99981062
 AC7302!UTM  14      -   0.99992645  x   0.99964515  =   0.99957162
 AC7302
 AC7302                          SUPERSEDED SURVEY CONTROL
 AC7302
 AC7302  NGVD 29 (03/17/97)  493.5    (m)         1619.     (f) VERT ANG       
 AC7302
 AC7302.Superseded values are not recommended for survey control.
 AC7302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7302.See file dsdata.txt to determine how the superseded data were derived.
 AC7302
 AC7302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV6050443957(NAD 83)
 AC7302_MARKER: DS = TRIANGULATION STATION DISK
 AC7302
 AC7302  HISTORY     - Date     Condition        Report By
 AC7302  HISTORY     - 1958     MONUMENTED       USGS
 AC7302
 AC7302                          STATION DESCRIPTION
 AC7302
 AC7302'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AC7302'STATION IS 5 MI. S. AND 1 MI. E. OF LOMETA, 1 MI. N. OF NIX, IN
 AC7302'LAMPASAS COUNTY, TEXAS, ON THE S. BUTTE OF TWO PROMINENT BUTTES KNOWN
 AC7302'LOCALLY AS THE TWIN SISTERS.  STATION IS NEAR THE SW. CORNER OF THE
 AC7302'BUTTE, ON ABOUT THE HIGHEST GROUND.
 AC7302'TO REACH FROM NIX, DRIVE N. ALONG GRADED COUNTY RD. 1.0 MI. TO A
 AC7302'PASTURE GATE ON RIGHT, THENCE E. THRU GATE ALONG PASTURE RD. FOR 0.5
 AC7302'MI. TO A DIM RD. FORK, THENCE LEFT AND DRIVE N. ABOUT 0.2 MI. TO END
 AC7302'OF RD. AT AN OLD CALICHE STRIP AT THE E. FOOT OF THE S. TWIN SISTER
 AC7302'BUTTE.  PACK W. 100 YDS. UP STEEP INCLINE TO TOP OF BUTTE, THENCE W.
 AC7302'100 YDS. TO HIGH PART NEAR W. END AND STATION.
 AC7302'STATION MARK--STANDARD TABLET CEMENTED IN LIMESTONE ROCK 4 IN. ABOVE
 AC7302'GROUND, STAMPED---SISTER 1958, VABM---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1955 ***********************************************************************
 AY1955  DESIGNATION -  SISTERDALE
 AY1955  PID         -  AY1955
 AY1955  STATE/COUNTY-  TX/KENDALL
 AY1955  USGS QUAD   -  SISTERDALE (1982)
 AY1955
 AY1955                         *CURRENT SURVEY CONTROL
 AY1955  ___________________________________________________________________
 AY1955* NAD 83(1993)-  29 58 33.38027(N)    098 42 28.00394(W)     ADJUSTED  
 AY1955* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 AY1955  ___________________________________________________________________
 AY1955  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AY1955  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AY1955
 AY1955  HORZ ORDER  -  THIRD
 AY1955
 AY1955.The horizontal coordinates were established by classical geodetic methods
 AY1955.and adjusted by the National Geodetic Survey in February 1996..
 AY1955
 AY1955.The orthometric height was scaled from a topographic map.
 AY1955
 AY1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1955
 AY1955.The geoid height was determined by GEOID03.
 AY1955
 AY1955;                    North         East     Units Scale Factor Converg.
 AY1955;SPC TXSC     - 4,237,497.228   628,200.003   MT  0.99992565   +0 08 35.4
 AY1955;SPC TXSC     -13,902,522.16  2,061,019.51   sFT  0.99992565   +0 08 35.4
 AY1955;SPC TX C     - 3,035,432.124   856,882.302   MT  1.00004054   +0 50 14.1
 AY1955;SPC TX C     - 9,958,746.89  2,811,288.02   sFT  1.00004054   +0 50 14.1
 AY1955;UTM  14      - 3,316,155.119   528,190.910   MT  0.99960980   +0 08 45.6
 AY1955
 AY1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1955!SPC TXSC     -   0.99993674  x   0.99992565  =   0.99986240
 AY1955!SPC TX C     -   0.99993674  x   1.00004054  =   0.99997728
 AY1955!UTM  14      -   0.99993674  x   0.99960980  =   0.99954657
 AY1955
 AY1955:                Primary Azimuth Mark                     Grid Az
 AY1955:SPC TXSC     -  SISTERDALE AZ MK                         018 02 53.3
 AY1955:SPC TX C     -  SISTERDALE AZ MK                         017 21 14.6
 AY1955:UTM  14      -  SISTERDALE AZ MK                         018 02 43.1
 AY1955
 AY1955|---------------------------------------------------------------------|
 AY1955| PID    Reference Object                     Distance      Geod. Az  |
 AY1955|                                                           dddmmss.s |
 AY1955| CV6341 SISTERDALE AZ MK                                   0181128.7 |
 AY1955| CV6342 SISTERDALE RM 1                      12.373 METERS 07448     |
 AY1955| CV6343 SISTERDALE RM 2                      14.695 METERS 16051     |
 AY1955|---------------------------------------------------------------------|
 AY1955
 AY1955                          SUPERSEDED SURVEY CONTROL
 AY1955
 AY1955  NAD 83(1986)-  29 58 33.38771(N)    098 42 27.98894(W) AD(       ) 3
 AY1955  NAD 27      -  29 58 32.60080(N)    098 42 26.89600(W) AD(       ) 3
 AY1955
 AY1955.Superseded values are not recommended for survey control.
 AY1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1955.See file dsdata.txt to determine how the superseded data were derived.
 AY1955
 AY1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2819116155(NAD 83)
 AY1955_MARKER: DS = TRIANGULATION STATION DISK
 AY1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1955
 AY1955  HISTORY     - Date     Condition        Report By
 AY1955  HISTORY     - 1956     MONUMENTED       CGS
 AY1955  HISTORY     - 19940323 GOOD             USPSQD
 AY1955
 AY1955                          STATION DESCRIPTION
 AY1955
 AY1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1955'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF FARM ROAD 473,
 AY1955'ABOUT 1 MILE EAST OF SISTERDALE, 58 FEET WEST OF THE CENTER
 AY1955'OF THE HIGHWAY, 8 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS
 AY1955'POST AND 3 FEET EAST OF A FENCE.
 AY1955'
 AY1955'TO REACH THE STATION FROM THE POST OFFICE IN SISTERDALE, GO
 AY1955'SOUTHEAST ON FARM ROAD 473 FOR 0.6 MILE TO A FORK, TAKE THE
 AY1955'LEFT ROAD AND CONTINUE EAST AND NORTH ON FARM ROAD 473 FOR
 AY1955'0.95 MILE TO THE STATION ON THE LEFT, CONTINUE NORTH ON THE
 AY1955'HIGHWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AY1955'
 AY1955'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1955'STAMPED SISTERDALE 1956.
 AY1955'
 AY1955'REFERENCE MARK 1 IS 37 FEET EAST OF THE FENCE AND 23 FEET WEST
 AY1955'OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH WITH THE
 AY1955'GROUND, AND THE DISK IS STAMPED SISTERDALE NO 1 1956.
 AY1955'
 AY1955'REFERENCE MARK 2 IS 38 FEET EAST OF THE FENCE AND 22 FEET WEST
 AY1955'OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH WITH THE
 AY1955'GROUND, AND THE DISK IS STAMPED SISTERDALE NO 2 1956.
 AY1955'
 AY1955'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTER OF THE HIGHWAY,
 AY1955'28 FEET WEST OF A FENCE AND 5 FEET WEST OF A 4 IN X 4 IN
 AY1955'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 AY1955'DISK IS STAMPED SISTERDALE 1956.
 AY1955
 AY1955                          STATION RECOVERY (1994)
 AY1955
 AY1955'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1823 ***********************************************************************
 AY1823  DESIGNATION -  SISTERS
 AY1823  PID         -  AY1823
 AY1823  STATE/COUNTY-  TX/BLANCO
 AY1823  USGS QUAD   -  SPRING BRANCH (1964)
 AY1823
 AY1823                         *CURRENT SURVEY CONTROL
 AY1823  ___________________________________________________________________
 AY1823* NAD 83(1993)-  29 57 47.90178(N)    098 25 02.04873(W)     ADJUSTED  
 AY1823* NAVD 88     -       439.57   (+/-2cm)    1442.2    (feet)  VERTCON   
 AY1823  ___________________________________________________________________
 AY1823  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 AY1823  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AY1823
 AY1823  HORZ ORDER  -  THIRD
 AY1823  VERT ORDER  -  THIRD ? (See Below)
 AY1823
 AY1823.The horizontal coordinates were established by classical geodetic methods
 AY1823.and adjusted by the National Geodetic Survey in February 1996..
 AY1823
 AY1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1823.The vertical order pertains to the NGVD 29 superseded value.
 AY1823
 AY1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1823
 AY1823.The geoid height was determined by GEOID03.
 AY1823
 AY1823;                    North         East     Units Scale Factor Converg.
 AY1823;SPC TX C     - 3,034,478.255   884,944.184   MT  1.00004447   +0 59 12.9
 AY1823;SPC TX C     - 9,955,617.41  2,903,354.38   sFT  1.00004447   +0 59 12.9
 AY1823;UTM  14      - 3,314,862.196   556,227.418   MT  0.99963901   +0 17 27.8
 AY1823
 AY1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1823!SPC TX C     -   0.99993477  x   1.00004447  =   0.99997923
 AY1823!UTM  14      -   0.99993477  x   0.99963901  =   0.99957380
 AY1823
 AY1823|---------------------------------------------------------------------|
 AY1823| PID    Reference Object                     Distance      Geod. Az  |
 AY1823|                                                           dddmmss.s |
 AY1823| CV6345 SISTERS RM 1                          7.718 METERS 16318     |
 AY1823| CV6344 SISTERS AZ MK                                      1951722.9 |
 AY1823| CV6346 SISTERS RM 2                          6.310 METERS 29339     |
 AY1823|---------------------------------------------------------------------|
 AY1823
 AY1823                          SUPERSEDED SURVEY CONTROL
 AY1823
 AY1823  NAD 83(1986)-  29 57 47.90952(N)    098 25 02.03274(W) AD(       ) 3
 AY1823  NAD 27      -  29 57 47.13220(N)    098 25 00.97060(W) AD(       ) 3
 AY1823  NGVD 29 (07/19/86)  439.47   (m)         1441.8    (f) LEVELING    3  
 AY1823
 AY1823.Superseded values are not recommended for survey control.
 AY1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1823.See file dsdata.txt to determine how the superseded data were derived.
 AY1823
 AY1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5622714862(NAD 83)
 AY1823_MARKER: DS = TRIANGULATION STATION DISK
 AY1823_SETTING: 66 = SET IN ROCK OUTCROP
 AY1823
 AY1823  HISTORY     - Date     Condition        Report By
 AY1823  HISTORY     - 1956     MONUMENTED       CGS
 AY1823  HISTORY     - 1963     GOOD             USGS
 AY1823  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1823  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 AY1823
 AY1823                          STATION DESCRIPTION
 AY1823
 AY1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1823'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF BLANCO, 2-1/2
 AY1823'MILES SOUTH OF TWIN SISTERS, 1 MILE SOUTH OF THE JUNCTION
 AY1823'OF U.S. HIGHWAY 281 AND FARM ROAD 473, 38 FEET WEST OF THE
 AY1823'CENTER OF U.S. HIGHWAY 281, 14 FEET NORTHEAST OF A 4 IN X
 AY1823'4 IN WHITE WITNESS POST, 12 FEET WEST OF THE EDGE OF A CUTBANK
 AY1823'AND 10 FEET EAST OF A FENCE.
 AY1823'
 AY1823'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 AY1823'IN BLANCO, GO EAST AND SOUTH ON U.S. HIGHWAY 281 FOR 8.55
 AY1823'MILES TO THE JUNCTION OF FARM ROAD 473 ON THE RIGHT, CONTINUE
 AY1823'SOUTH ON THE HIGHWAY FOR 0.95 MILE TO THE STATION ON THE
 AY1823'RIGHT, CONTINUE SOUTH ON THE HIGHWAY FOR 0.3 MILE TO THE
 AY1823'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AY1823'
 AY1823'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 AY1823'IS STAMPED SISTERS 1956.
 AY1823'
 AY1823'REFERENCE MARK 1 IS 27 FEET EAST OF THE FENCE AND 1 FOOT
 AY1823'WEST OF THE EDGE OF THE CUTBANK.  THE MARK IS FLUSH WITH
 AY1823'THE GROUND, AND THE DISK IS STAMPED SISTERS NO 1 1956.
 AY1823'
 AY1823'REFERENCE MARK 2 IS 10 FEET WEST OF THE FENCE.  THE MARK
 AY1823'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED SISTERS
 AY1823'NO 2 1956.
 AY1823'
 AY1823'THE AZIMUTH MARK IS 51 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 AY1823'281, 4 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST, AND
 AY1823'3 FEET WEST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 AY1823'AND THE DISK IS STAMPED SISTERS 1956.
 AY1823'
 AY1823'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AY1823
 AY1823                          STATION RECOVERY (1963)
 AY1823
 AY1823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AY1823'REVISED DESCRIPTION--THE STATION IS LOCATED ABOUT 10 MILES
 AY1823'SOUTH OF BLANCO, 2-1/2 MILES SOUTH OF TWIN SISTERS, 1 MILE
 AY1823'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 281 AND FARM ROAD
 AY1823'473, 38 FT WEST OF THE OLD HIGHWAY CENTERLINE, 14 FT NORTHEAST
 AY1823'OF A WHITE WITNESS POST, 12 FT WEST OF THE EDGE OF A CUTBANK
 AY1823'AND 10 FT EAST OF A FENCE.
 AY1823'
 AY1823'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 AY1823'IN BLANCO, GO EAST AND SOUTH ON U.S. HIGHWAY 281 8.8 MILES
 AY1823'TO THE JUNCTION OF FARM ROAD 473, GO RIGHT 0.1 MILES ON
 AY1823'THE FARM ROAD, THEN GO SOUTH 1.0 MILES ON THE OLD HIGHWAY
 AY1823'AND THE STATION ON THE RIGHT.  CONTINUE SOUTH ON THE OLD
 AY1823'HIGHWAY 0.3 MILES TO AZIMUTH MARK ON THE RIGHT.  REMAINDER
 AY1823'OF DESCRIPTION IS CORRECT IF OLD HIGHWAY IS SUBSTITUTED
 AY1823'FOR U.S. HIGHWAY 281.
 AY1823
 AY1823                          STATION RECOVERY (1990)
 AY1823
 AY1823'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1823'MARK NOT FOUND.
 AY1823
 AY1823                          STATION RECOVERY (2002)
 AY1823
 AY1823'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 AY1823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1682 ***********************************************************************
 AB1682  DESIGNATION -  SITE 6 AIRWAY BEACON
 AB1682  PID         -  AB1682
 AB1682  STATE/COUNTY-  TX/KENEDY
 AB1682  USGS QUAD   -  RUDOLPH (1982)
 AB1682
 AB1682                         *CURRENT SURVEY CONTROL
 AB1682  ___________________________________________________________________
 AB1682* NAD 83(1993)-  26 41 09.56644(N)    097 46 11.00633(W)     ADJUSTED  
 AB1682* NAVD 88     -                                                        
 AB1682  ___________________________________________________________________
 AB1682  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AB1682  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AB1682
 AB1682  HORZ ORDER  -  THIRD
 AB1682
 AB1682.The horizontal coordinates were established by classical geodetic methods
 AB1682.and adjusted by the National Geodetic Survey in February 1996..
 AB1682
 AB1682
 AB1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1682
 AB1682.The geoid height was determined by GEOID03.
 AB1682
 AB1682;                    North         East     Units Scale Factor Converg.
 AB1682;SPC TX S     - 5,113,143.115   372,676.747   MT  0.99990982   +0 19 53.6
 AB1682;SPC TX S     -16,775,370.37  1,222,690.29   sFT  0.99990982   +0 19 53.6
 AB1682;UTM  14      - 2,952,246.845   622,404.925   MT  0.99978497   +0 33 09.3
 AB1682
 AB1682                          SUPERSEDED SURVEY CONTROL
 AB1682
 AB1682  NAD 83(1986)-  26 41 09.57822(N)    097 46 10.97414(W) AD(       ) 4
 AB1682  NAD 27      -  26 41 08.35300(N)    097 46 09.99300(W) AD(       ) 3
 AB1682
 AB1682.Superseded values are not recommended for survey control.
 AB1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1682.See file dsdata.txt to determine how the superseded data were derived.
 AB1682
 AB1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2240552247(NAD 83)
 AB1682_MARKER: 22 = AIRWAY BEACON
 AB1682
 AB1682  HISTORY     - Date     Condition        Report By
 AB1682  HISTORY     - 1931     FIRST OBSERVED   CGS
 AB1682
 AB1682                          STATION DESCRIPTION
 AB1682
 AB1682'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0527 ***********************************************************************
 CE0527  DESIGNATION -  SITE MONITER WATER TANK
 CE0527  PID         -  CE0527
 CE0527  STATE/COUNTY-  TX/EL PASO
 CE0527  USGS QUAD   -  FORT BLISS SE (1994)
 CE0527
 CE0527                         *CURRENT SURVEY CONTROL
 CE0527  ___________________________________________________________________
 CE0527* NAD 83(1993)-  31 48 37.33526(N)    106 17 59.53754(W)     ADJUSTED  
 CE0527* NAVD 88     -                                                        
 CE0527  ___________________________________________________________________
 CE0527  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CE0527  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0527
 CE0527  HORZ ORDER  -  THIRD
 CE0527
 CE0527.The horizontal coordinates were established by classical geodetic methods
 CE0527.and adjusted by the National Geodetic Survey in February 1996..
 CE0527
 CE0527
 CE0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0527
 CE0527.The geoid height was determined by GEOID03.
 CE0527
 CE0527;                    North         East     Units Scale Factor Converg.
 CE0527;SPC TX C     - 3,252,797.037   135,327.235   MT  0.99998122   -3 04 23.2
 CE0527;SPC TX C     -10,671,884.95    443,986.10   sFT  0.99998122   -3 04 23.2
 CE0527;UTM  13      - 3,520,152.801   376,963.437   MT  0.99978670   -0 41 06.9
 CE0527
 CE0527                          SUPERSEDED SURVEY CONTROL
 CE0527
 CE0527  NAD 83(1993)-  31 48 37.33829(N)    106 17 59.53641(W) AD(       ) 4
 CE0527  NAD 83(1986)-  31 48 37.33930(N)    106 17 59.53638(W) AD(       ) 4
 CE0527  NAD 27      -  31 48 36.95388(N)    106 17 57.60768(W) AD(       ) 3
 CE0527
 CE0527.Superseded values are not recommended for survey control.
 CE0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0527.See file dsdata.txt to determine how the superseded data were derived.
 CE0527
 CE0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7696320153(NAD 83)
 CE0527_MARKER: 51 = TANK
 CE0527
 CE0527  HISTORY     - Date     Condition        Report By
 CE0527  HISTORY     - 1972     FIRST OBSERVED   NGS
 CE0527  HISTORY     - 1980     GOOD             NGS
 CE0527
 CE0527                          STATION DESCRIPTION
 CE0527
 CE0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0527'THE STATION WAS
 CE0527'RECOVERED IN GOOD CONDITION, NO PREVIOUS DESCRIPTION WAS
 CE0527'AVAILABLE AT THIS TIME.
 CE0527'THE STATION, EL PASO FORT BLISS AIR DEFENSE ARMY TRAINING
 CE0527'SECTION SITE TANK, IS THE APEX OF VENT ATOP A SPHERICAL
 CE0527'SHAPED STRUCTURE RED AND WHITE IN COLOR WHICH IS SUPPORTED
 CE0527'BY THREE TUBULAR LEGS AND IS 30.5 METERS IN HEIGHT.
 CE0527'OWNERSHIP--UNITED STATES ARMY.
 CE0527'
 CE0527'THE STATION IS LOCATED AT THE FORT BLISS MILITARY RESERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0499 ***********************************************************************
 DP0499  DESIGNATION -  SIX RESET
 DP0499  PID         -  DP0499
 DP0499  STATE/COUNTY-  TX/KING
 DP0499  USGS QUAD   -  FOURMILE HILL (1981)
 DP0499
 DP0499                         *CURRENT SURVEY CONTROL
 DP0499  ___________________________________________________________________
 DP0499* NAD 83(1993)-  33 40 21.57453(N)    100 19 31.92831(W)     ADJUSTED  
 DP0499* NAVD 88     -       599.     (meters)    1965.     (feet)  SCALED    
 DP0499  ___________________________________________________________________
 DP0499  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 DP0499  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DP0499
 DP0499  HORZ ORDER  -  FIRST
 DP0499
 DP0499.The horizontal coordinates were established by classical geodetic methods
 DP0499.and adjusted by the National Geodetic Survey in February 1996..
 DP0499
 DP0499.The orthometric height was scaled from a topographic map.
 DP0499
 DP0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0499
 DP0499.The geoid height was determined by GEOID03.
 DP0499
 DP0499;                    North         East     Units Scale Factor Converg.
 DP0499;SPC TXNC     - 2,223,920.530   430,724.287   MT  0.99993123   -0 59 44.3
 DP0499;SPC TXNC     - 7,296,312.61  1,413,134.60   sFT  0.99993123   -0 59 44.3
 DP0499;UTM  14      - 3,726,650.284   377,117.860   MT  0.99978615   -0 44 06.1
 DP0499
 DP0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0499!SPC TXNC     -   0.99991024  x   0.99993123  =   0.99984148
 DP0499!UTM  14      -   0.99991024  x   0.99978615  =   0.99969641
 DP0499
 DP0499|---------------------------------------------------------------------|
 DP0499| PID    Reference Object                     Distance      Geod. Az  |
 DP0499|                                                           dddmmss.s |
 DP0499| CX8652 SIX RM 1                             40.057 METERS 02733     |
 DP0499| CX8654 SIX RM 3                             39.976 METERS 02809     |
 DP0499| CX8655 SIX RM 4                             40.605 METERS 16109     |
 DP0499| CX8653 SIX RM 2                             40.565 METERS 16129     |
 DP0499| CX8651 SIX AZ MK                                          2684236.3 |
 DP0499|---------------------------------------------------------------------|
 DP0499
 DP0499                          SUPERSEDED SURVEY CONTROL
 DP0499
 DP0499  NAD 83(1993)-  33 40 21.57692(N)    100 19 31.92841(W) AD(       ) 1
 DP0499  NAD 83(1986)-  33 40 21.58006(N)    100 19 31.92145(W) AD(       ) 1
 DP0499  NAD 27      -  33 40 21.27800(N)    100 19 30.52400(W) AD(       ) 1
 DP0499
 DP0499.Superseded values are not recommended for survey control.
 DP0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0499.See file dsdata.txt to determine how the superseded data were derived.
 DP0499
 DP0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7711826650(NAD 83)
 DP0499_MARKER: DS = TRIANGULATION STATION DISK
 DP0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0499
 DP0499  HISTORY     - Date     Condition        Report By
 DP0499  HISTORY     - 1958     MONUMENTED       CGS
 DP0499  HISTORY     - 1966     GOOD             USGS
 DP0499
 DP0499                          STATION DESCRIPTION
 DP0499
 DP0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0499'THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND TO
 DP0499'BE TILTED.  THE LAND HAD BEEN CLEARED BY DRAGGING A CABLE
 DP0499'BETWEEN TWO TRACTORS AND THE MARKS WERE DISTURBED WHEN THIS
 DP0499'WAS DONE.
 DP0499'
 DP0499'THE SURFACE STATION MARK WAS DUG UP AND THE UNDERGROUND MARK
 DP0499'FOUND IN GOOD CONDITION.  THE SURFACE MARK WAS PLUMBED OVER
 DP0499'THE UNDERGROUND MARK AND THE DISK WAS RESTAMPED SIX 1935-1958.
 DP0499'
 DP0499'R.M. NO. 1 WAS DUG UP AND RESET AND THE DISK RESTAMPED SIX
 DP0499'NO. 3 1935.
 DP0499'
 DP0499'R.M. NO. 2 WAS DUG UP AND RESET AND THE DISK WAS RESTAMPED
 DP0499'SIX NO. 4 1935.
 DP0499'
 DP0499'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DP0499'CONDITION.
 DP0499'
 DP0499'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DP0499'IN ORDER TO DRIVE TO THE STATION A KEY HAS TO BE OBTAINED
 DP0499'FROM MR. GEORGE HUMPHRIES, RANCH FOREMAN, WHO LIVES AT THE
 DP0499'NORTHWEST EDGE OF GUTHRIE.
 DP0499
 DP0499                          STATION RECOVERY (1966)
 DP0499
 DP0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (JTD)
 DP0499'STATION MARK AND REFERENCE MARKS FOUND AS DESCRIBED AND IN
 DP0499'GOOD CONDITION.  AZIMUTH MARK FOUND AS DESCRIBED AND IN
 DP0499'GOOD CONDITION.
 DP0499'
 DP0499'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE
 DP0499'POST THAT PROJECTS 0.7 FEET.  THE TABLET IS STAMPED SIX 1935 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2035 ***********************************************************************
 FL2035  DESIGNATION -  SIXTY
 FL2035  PID         -  FL2035
 FL2035  STATE/COUNTY-  TX/GRAY
 FL2035  USGS QUAD   -  PAMPA (1963)
 FL2035
 FL2035                         *CURRENT SURVEY CONTROL
 FL2035  ___________________________________________________________________
 FL2035* NAD 83(1993)-  35 32 05.03607(N)    100 53 01.20270(W)     ADJUSTED  
 FL2035* NAVD 88     -       976.     (meters)    3202.     (feet)  SCALED    
 FL2035  ___________________________________________________________________
 FL2035  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FL2035  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL2035
 FL2035  HORZ ORDER  -  FIRST
 FL2035
 FL2035.The horizontal coordinates were established by classical geodetic methods
 FL2035.and adjusted by the National Geodetic Survey in February 1996..
 FL2035
 FL2035.The orthometric height was scaled from a topographic map.
 FL2035
 FL2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2035
 FL2035.The geoid height was determined by GEOID03.
 FL2035
 FL2035;                    North         East     Units Scale Factor Converg.
 FL2035;SPC TX N     - 1,170,432.546   255,890.170   MT  0.99991295   +0 21 25.9
 FL2035;SPC TX N     - 3,839,994.11    839,533.00   sFT  0.99991295   +0 21 25.9
 FL2035;UTM  14      - 3,933,977.321   329,227.867   MT  0.99995939   -1 05 42.2
 FL2035
 FL2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2035!SPC TX N     -   0.99985090  x   0.99991295  =   0.99976386
 FL2035!UTM  14      -   0.99985090  x   0.99995939  =   0.99981030
 FL2035
 FL2035|---------------------------------------------------------------------|
 FL2035| PID    Reference Object                     Distance      Geod. Az  |
 FL2035|                                                           dddmmss.s |
 FL2035| CL4110 SIXTY RM 1                           26.307 METERS 02259     |
 FL2035| CL4111 SIXTY RM 2                           24.700 METERS 13155     |
 FL2035| FL2034 PAMPA WILKINSON WATER TANK          APPROX. 3.8 KM 2180953.4 |
 FL2035| FL2042 PAMPA PANHANDLE FISHER ELEV         APPROX. 7.4 KM 2632947.2 |
 FL2035| CL4109 SIXTY AZ MK                                        2650119.0 |
 FL2035| FL2045 PAMPA CITY WATER TANK 1             APPROX. 7.2 KM 2700305.2 |
 FL2035| FL2043 PAMPA CITY HALL RADIO MAST          APPROX. 7.2 KM 2705030.2 |
 FL2035| FL2040 PAMPA RADIO STATION KPDN MAST       APPROX. 4.8 KM 2723645.8 |
 FL2035| FL2037 PAMPA CITY WATER TANK 3             APPROX. 7.9 KM 2724656.3 |
 FL2035| FL2041 PAMPA CITY WATER TANK 2             APPROX. 6.7 KM 2780223.4 |
 FL2035| FL2036 PAMPA RADIO STATION KPAT MAST       APPROX. 8.6 KM 2843947.6 |
 FL2035|---------------------------------------------------------------------|
 FL2035
 FL2035                          SUPERSEDED SURVEY CONTROL
 FL2035
 FL2035  NAD 83(1993)-  35 32 05.03730(N)    100 53 01.20167(W) AD(       ) 1
 FL2035  NAD 83(1986)-  35 32 05.04164(N)    100 53 01.19202(W) AD(       ) 1
 FL2035  NAD 27      -  35 32 04.88100(N)    100 52 59.66800(W) AD(       ) 1
 FL2035
 FL2035.Superseded values are not recommended for survey control.
 FL2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2035.See file dsdata.txt to determine how the superseded data were derived.
 FL2035
 FL2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2922833977(NAD 83)
 FL2035_MARKER: DS = TRIANGULATION STATION DISK
 FL2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2035
 FL2035  HISTORY     - Date     Condition        Report By
 FL2035  HISTORY     - 1951     MONUMENTED       CGS
 FL2035  HISTORY     - 1956     SEE DESCRIPTION  CGS
 FL2035
 FL2035                          STATION DESCRIPTION
 FL2035
 FL2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2035'THE STATION IS LOCATED ABOUT 4 MILES AIR LINE EAST OF PAMPA.
 FL2035'75 YARDS NORTH OF THE CENTER OF U.S. HIGHWAY 60.  40 YARDS
 FL2035'WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  60 YARDS
 FL2035'SOUTHEAST OF A TIN MACHINE SHED AND 4 YARDS EAST-SOUTHEAST OF
 FL2035'A WHITE WITNESS POST.  THE STATION MARK, STAMPED SIXTY 1951,
 FL2035'IS A BRONZE DISK SET IN A SQUARE CONCRETE POST THAT IS ABOUT
 FL2035'1 INCH BELOW THE SURFACE OF THE GROUND.
 FL2035'
 FL2035'REFERENCE MARK NO 1, STAMPED SIXTY NO 1 1951, IS A BRONZE DISK
 FL2035'SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND IT
 FL2035'IS 11 YARDS EAST OF THE PRIVATE DRIVEWAY THAT RUNS BETWEEN
 FL2035'THE STATION MARK AND THE REFERENCE MARKS.
 FL2035'
 FL2035'REFERENCE MARK NO. 2, STAMPED SIXTY NO 2 1951, IS A BRONZE
 FL2035'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES AND
 FL2035'IT IS 12 YARDS EAST OF THE DRIVEWAY.
 FL2035'
 FL2035'THE AZIMUTH MARK, STAMPED SIXTY 1951, IS A BRONZE DISK SET
 FL2035'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 15
 FL2035'YARDS NORTH OF THE CENTER OF U.S. HIGHWAY 60.  2 FEET EAST OF
 FL2035'A WHITE WITNESS POST AND 1 FOOT SOUTH OF THE FENCE LINE.
 FL2035'
 FL2035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 FL2035'AND STATE HIGHWAY 273 IN PAMPA GO EASTERLY ON U.S. HIGHWAY
 FL2035'60 FOR 4.5 MILES TO THE STATION ON THE RIGHT.  THE AZIMUTH
 FL2035'MARK IS 0.4 MILE WEST OF THE STATION AND 5 YARDS EAST OF
 FL2035'A TELEPHONE POLE.
 FL2035
 FL2035                          STATION RECOVERY (1956)
 FL2035
 FL2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2035'A HOUSE HAS BEEN BUILT OVER THE LOCATION OF THE STATION.
 FL2035'R.M. NO. 1 IS GONE.  R.M. NO. 2 WAS FOUND BUT HAD BEEN TORN
 FL2035'UP.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0465 ***********************************************************************
 BQ0465  DESIGNATION -  SIXTY SIX
 BQ0465  PID         -  BQ0465
 BQ0465  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0465  USGS QUAD   -  MESQUITE SPRING (1972)
 BQ0465
 BQ0465                         *CURRENT SURVEY CONTROL
 BQ0465  ___________________________________________________________________
 BQ0465* NAD 83(1993)-  30 37 33.64767(N)    104 58 27.71941(W)     ADJUSTED  
 BQ0465* NAVD 88     -      1186.     (meters)    3891.     (feet)  SCALED    
 BQ0465  ___________________________________________________________________
 BQ0465  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BQ0465  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 BQ0465
 BQ0465  HORZ ORDER  -  FIRST
 BQ0465
 BQ0465.The horizontal coordinates were established by classical geodetic methods
 BQ0465.and adjusted by the National Geodetic Survey in February 1996..
 BQ0465
 BQ0465.The orthometric height was scaled from a topographic map.
 BQ0465
 BQ0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0465
 BQ0465.The geoid height was determined by GEOID03.
 BQ0465
 BQ0465;                    North         East     Units Scale Factor Converg.
 BQ0465;SPC TX C     - 3,115,628.384   255,213.382   MT  0.99990307   -2 23 25.5
 BQ0465;SPC TX C     -10,221,857.46    837,312.57   sFT  0.99990307   -2 23 25.5
 BQ0465;SPC TXSC     - 4,324,157.273    27,390.047   MT  1.00011699   -2 55 36.9
 BQ0465;SPC TXSC     -14,186,839.32     89,862.18   sFT  1.00011699   -2 55 36.9
 BQ0465;UTM  13      - 3,388,156.286   502,456.627   MT  0.99960007   +0 00 47.0
 BQ0465
 BQ0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0465!SPC TX C     -   0.99981737  x   0.99990307  =   0.99972046
 BQ0465!SPC TXSC     -   0.99981737  x   1.00011699  =   0.99993434
 BQ0465!UTM  13      -   0.99981737  x   0.99960007  =   0.99941751
 BQ0465
 BQ0465:                Primary Azimuth Mark                     Grid Az
 BQ0465:SPC TX C     -  SIXTY SIX AZ MK                          013 36 04.9
 BQ0465:SPC TXSC     -  SIXTY SIX AZ MK                          014 08 16.3
 BQ0465:UTM  13      -  SIXTY SIX AZ MK                          011 11 52.4
 BQ0465
 BQ0465|---------------------------------------------------------------------|
 BQ0465| PID    Reference Object                     Distance      Geod. Az  |
 BQ0465|                                                           dddmmss.s |
 BQ0465| CI0502 SIXTY SIX AZ MK                                    0111239.4 |
 BQ0465| CI0503 SIXTY SIX RM 1                       11.836 METERS 05046     |
 BQ0465| CI0504 SIXTY SIX RM 2                       12.635 METERS 14418     |
 BQ0465|---------------------------------------------------------------------|
 BQ0465
 BQ0465                          SUPERSEDED SURVEY CONTROL
 BQ0465
 BQ0465  NAD 83(1986)-  30 37 33.64999(N)    104 58 27.72120(W) AD(       ) 1
 BQ0465  NAD 27      -  30 37 33.13700(N)    104 58 25.94000(W) AD(       ) 1
 BQ0465
 BQ0465.Superseded values are not recommended for survey control.
 BQ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0465.See file dsdata.txt to determine how the superseded data were derived.
 BQ0465
 BQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP0245788156(NAD 83)
 BQ0465_MARKER: DS = TRIANGULATION STATION DISK
 BQ0465_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0465_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 BQ0465
 BQ0465  HISTORY     - Date     Condition        Report By
 BQ0465  HISTORY     - 1934     MONUMENTED       CGS
 BQ0465  HISTORY     - 1958     GOOD             AMS
 BQ0465
 BQ0465                          STATION DESCRIPTION
 BQ0465
 BQ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0465'ABOUT 30 MILES SOUTH OF VAN HORN, ON THE HIGHEST POINT OF A LONE
 BQ0465'BUTTE WHICH IS ABOUT 1/2 MILE WIDE AND 1 MILE LONG WITH SHEER
 BQ0465'CLIFFS ON THE WEST SIDE FACING THE RIVER.  THE RIVER PASSES
 BQ0465'THROUGH THE BOX ABOUT 1 MILE WEST OF THE STATION.  THE BUTTE
 BQ0465'IS THE HIGHEST IN THE VICINITY.
 BQ0465'
 BQ0465'TO REACH FROM VAN HORN GO SOUTH FROM THE CHEVROLET GARAGE ON
 BQ0465'U.S. HIGHWAY 90, 10.7 MILES TO A STORE AND GAS STATION AT
 BQ0465'LOBO, THE HEADQUARTERS FOR THE PYLE RANCH.  CONTINUE SOUTHEAST
 BQ0465'ON THE HIGHWAY 10.4 MILES TO A GRADED ROAD LEADING SOUTH OR
 BQ0465'RIGHT.  THIS ROAD IS 0.9 MILE WEST OF THE MAINTENANCE STATION
 BQ0465'CHISPA ON THE SOUTHERN PACIFIC RAILROAD.  TURN RIGHT OFF
 BQ0465'THE HIGHWAY AND GO SOUTH ON THE MAIN ROAD 3.0 MILES TO A WELL
 BQ0465'AND TANK.  CONTINUE SOUTH ON THE MAIN ROAD 5.7 MILES TO A FORK
 BQ0465'AND A MAIL BOX.  TAKE LEFT FORK STRAIGHT AHEAD 0.1 MILE TO
 BQ0465'A FORK.  TAKE THE MAIN ROAD FORK (RIGHT) 8.8 MILES TO A FORK
 BQ0465'AT THE BOTTOM OF A GRADE.  GO STRAIGHT AHEAD ON THE RIGHT
 BQ0465'FORK 1.4 MILES, TO A POINT WHERE THE ROAD ENTERS THE RIVER
 BQ0465'VALLEY.  THE DOWN-RIVER ROAD COMES IN FROM THE LEFT OR
 BQ0465'EAST AT THIS POINT.  CONTINUE WEST ON THE MAIN ROAD 1.1
 BQ0465'MILES TO A GATE WHERE ROAD TURNS LEFT (WEST).  CONTINUE
 BQ0465'STRAIGHT AHEAD 0.8 MILE TO FORKS JUST AFTER CROSSING A
 BQ0465'WASH.  TAKE THE LEFT FORK 5.1 MILES UP THE RIVER TO A FENCE
 BQ0465'AND GATE.  THERE IS A LOW ROUND HILL WITH A SMALL CROSS
 BQ0465'ON THE TOP ABOUT 100 YARDS SOUTH OF THE GATE.  FROM THE
 BQ0465'GATE PACK SOUTHWEST ALONG THE FENCE ABOUT 1/4 MILE THEN
 BQ0465'TURN SOUTH, KEEPING ON THE HIGHEST PART OF THE RIDGE.
 BQ0465'CROSS THE FENCE AT A GATE JUST NORTH OF THE RIM, THEN GO
 BQ0465'UP OVER THE ROCKS AND ALONG THE RIDGE TO THE STATION NEAR THE
 BQ0465'SOUTH END OF THE BUTTE.  ABOUT AN HOUR PACK.
 BQ0465'
 BQ0465'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BQ0465'SET IN CONCRETE IN OUTCROPPING BEDROCK.
 BQ0465'
 BQ0465'AZIMUTH MARK IS ABOUT 3/4 MILE NORTH, ON THE NORTHWEST OF TWO
 BQ0465'SMALL RIDGES NEAR THE RIM.
 BQ0465
 BQ0465                          STATION RECOVERY (1958)
 BQ0465
 BQ0465'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0465'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BQ0465'RECOVERED AS DESCRIBED.
 BQ0465'
 BQ0465'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE N-S RIDGE.
 BQ0465'18 FEET E OF SHEER DROP TO THE W.  143 FEET S OF SHARP TURN IN
 BQ0465'THE W RIM OF RIDGE.  16 FEET NNE OF SMALL CUT IN SHEER DROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6542 ***********************************************************************
 AC6542  SACS        -  This is a Secondary Airport Control Station.
 AC6542  DESIGNATION -  SJT AP STA B
 AC6542  PID         -  AC6542
 AC6542  STATE/COUNTY-  TX/TOM GREEN
 AC6542  USGS QUAD   -  PECAN STATION (1984)
 AC6542
 AC6542                         *CURRENT SURVEY CONTROL
 AC6542  ___________________________________________________________________
 AC6542* NAD 83(1993)-  31 21 40.79391(N)    100 29 11.41658(W)     ADJUSTED  
 AC6542* NAVD 88     -       575.90   (meters)    1889.4    (feet)  GPS OBS   
 AC6542  ___________________________________________________________________
 AC6542  X           -    -992,234.591 (meters)                     COMP
 AC6542  Y           -  -5,360,665.117 (meters)                     COMP
 AC6542  Z           -   3,300,455.021 (meters)                     COMP
 AC6542  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AC6542  ELLIP HEIGHT-         551.76  (meters)          (08/08/01) GPS OBS
 AC6542  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AC6542
 AC6542  HORZ ORDER  -  FIRST
 AC6542  ELLP ORDER  -  FOURTH    CLASS II
 AC6542
 AC6542.This mark is at Mathis Fld (SJT) Airport (SJT)
 AC6542
 AC6542.The horizontal coordinates were established by GPS observations
 AC6542.and adjusted by the National Geodetic Survey in March 1998..
 AC6542
 AC6542.The orthometric height was determined by GPS observations and a
 AC6542.high-resolution geoid model.
 AC6542
 AC6542.GPS derived orthometric heights for airport stations designated as
 AC6542.PACS or SACS are published to 2 decimal places.  This maintains
 AC6542.centimeter relative accuracy between the PACS and SACS.  It does
 AC6542.not indicate centimeter accuracy relative to other marks which are
 AC6542.part of the NAVD 88 network.
 AC6542
 AC6542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6542
 AC6542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6542
 AC6542.The ellipsoidal height was determined by GPS observations
 AC6542.and is referenced to NAD 83.
 AC6542
 AC6542.The geoid height was determined by GEOID03.
 AC6542
 AC6542;                    North         East     Units Scale Factor Converg.
 AC6542;SPC TX C     - 3,187,873.921   685,428.381   MT  0.99990140   -0 04 44.0
 AC6542;SPC TX C     -10,458,883.02  2,248,776.28   sFT  0.99990140   -0 04 44.0
 AC6542;UTM  14      - 3,470,602.293   358,619.846   MT  0.99984654   -0 46 25.5
 AC6542
 AC6542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6542!SPC TX C     -   0.99991337  x   0.99990140  =   0.99981477
 AC6542!UTM  14      -   0.99991337  x   0.99984654  =   0.99975992
 AC6542
 AC6542                          SUPERSEDED SURVEY CONTROL
 AC6542
 AC6542  ELLIP H (03/06/98)  551.81   (m)                       GP(       ) 4 2
 AC6542
 AC6542.Superseded values are not recommended for survey control.
 AC6542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6542.See file dsdata.txt to determine how the superseded data were derived.
 AC6542
 AC6542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5862070602(NAD 83)
 AC6542_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6542_STAMPING: STA. B AP 1961
 AC6542_MARK LOGO: CGS   
 AC6542_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6542+STABILITY: SURFACE MOTION
 AC6542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6542+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1995
 AC6542
 AC6542  HISTORY     - Date     Condition        Report By
 AC6542  HISTORY     - 1961     MONUMENTED       CGS
 AC6542  HISTORY     - 19880615 GOOD             NGS
 AC6542  HISTORY     - 19950502 GOOD             NGS
 AC6542
 AC6542                          STATION DESCRIPTION
 AC6542
 AC6542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC6542'LOCATED ON MATHIS FIELD ABOUT 10 MILES (16.1 KM) SOUTH OF SAN ANGELO,
 AC6542'TEXAS, APPROXIMATELY 5300 FT (1615.4 M) EAST OF THE FAA CONTROL TOWER,
 AC6542'1000 FT (304.8 M) NE OF THE INTERSECTIONS OF RUNWAYS 9/27 AND 3/21,
 AC6542'200.4 FT (61.1 M) NE OF THE FIRST RUNWAY LIGHT SOUTH OF THE NE END AND
 AC6542'ON THE SE EDGE OF RUNWAY 3/21, 75 FT (22.9 M) SE OF THE SE EDGE OF
 AC6542'RUNWAY 3/21, AND SET DIRECTLY IN LINE WITH RUNWAY END 21.  A STANDARD
 AC6542'TOPOGRAPHIC STATION DISK STAMPED AP 1961 STA B SET IN THE TOP OF A 10
 AC6542'INCH CONCRETE POST FLUSH WITH THE GROUND.
 AC6542
 AC6542                          STATION RECOVERY (1995)
 AC6542
 AC6542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6542'THE STATION IS LOCATED ABOUT 7.39 KM (4.60 MI) SOUTH OF SAN ANGELO AT
 AC6542'THE MATHIS FIELD MUNICIPAL AIRPORT.  IN THE GRASS, SOUTHEAST OF AND IN
 AC6542'LINE WITH RUNWAY END 21.  OWNERSHIP--CITY OF SAN ANGELO, BOX 1751 SAN
 AC6542'ANGELO, TX.  76902.  AIRPORT MANAGER JOHN SCHWAB, PHONE 915-659-6409.
 AC6542'NOTE--CONTACT AIRPORT MANAGER 24 HOURS IN ADVANCE, (ESCORT REQUIRED) .
 AC6542'TO REACH THE AIRPORT FROM THE JUNCTION OF STATE ROUTE 306 LOOP AND
 AC6542'FARM TO MARKET ROAD 584 SOUTH OF SAN ANGELO, GO SOUTHERLY, 7.39 KM,
 AC6542'(4.60 MI) ON ROAD 584 TO REARY BOULEVARD, TURN LEFT, SOUTH, 0.70 KM
 AC6542'(0.45 MI) TO TERMINAL CIRCLE, TURN LEFT, EAST, 0.25 TO THE TERMINAL ON
 AC6542'THE RIGHT.  STATION IS 45.7 M (149.9 FT) SOUTHEAST OF THE EXTENDED
 AC6542'RUNWAY 21 CENTERLINE, 12.2 M (40.0 FT) SOUTHWEST OF A STROBE LIGHT,
 AC6542'8.1 M (26.6 FT) NORTHWEST OF AN ILS GROUNDMARKER, 1.0 M (3.3 FT) BELOW
 AC6542'THE LEVEL OF THE RUNWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC6542'SURFACE.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AC6542'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6541 ***********************************************************************
 AC6541  SACS        -  This is a Secondary Airport Control Station.
 AC6541  DESIGNATION -  SJT C
 AC6541  PID         -  AC6541
 AC6541  STATE/COUNTY-  TX/TOM GREEN
 AC6541  USGS QUAD   -  PECAN STATION (1984)
 AC6541
 AC6541                         *CURRENT SURVEY CONTROL
 AC6541  ___________________________________________________________________
 AC6541* NAD 83(1993)-  31 20 57.52051(N)    100 29 57.78027(W)     ADJUSTED  
 AC6541* NAVD 88     -       583.48   (meters)    1914.3    (feet)  GPS OBS   
 AC6541  ___________________________________________________________________
 AC6541  X           -    -993,567.094 (meters)                     COMP
 AC6541  Y           -  -5,361,130.302 (meters)                     COMP
 AC6541  Z           -   3,299,320.765 (meters)                     COMP
 AC6541  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AC6541  ELLIP HEIGHT-         559.39  (meters)          (08/08/01) GPS OBS
 AC6541  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AC6541
 AC6541  HORZ ORDER  -  FIRST
 AC6541  ELLP ORDER  -  FOURTH    CLASS II
 AC6541
 AC6541.This mark is at Mathis Fld (SJT) Airport (SJT)
 AC6541
 AC6541.The horizontal coordinates were established by GPS observations
 AC6541.and adjusted by the National Geodetic Survey in March 1998..
 AC6541
 AC6541.The orthometric height was determined by GPS observations and a
 AC6541.high-resolution geoid model.
 AC6541
 AC6541.GPS derived orthometric heights for airport stations designated as
 AC6541.PACS or SACS are published to 2 decimal places.  This maintains
 AC6541.centimeter relative accuracy between the PACS and SACS.  It does
 AC6541.not indicate centimeter accuracy relative to other marks which are
 AC6541.part of the NAVD 88 network.
 AC6541
 AC6541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6541
 AC6541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6541
 AC6541.The ellipsoidal height was determined by GPS observations
 AC6541.and is referenced to NAD 83.
 AC6541
 AC6541.The geoid height was determined by GEOID03.
 AC6541
 AC6541;                    North         East     Units Scale Factor Converg.
 AC6541;SPC TX C     - 3,186,543.045   684,201.196   MT  0.99990011   -0 05 07.9
 AC6541;SPC TX C     -10,454,516.64  2,244,750.09   sFT  0.99990011   -0 05 07.9
 AC6541;UTM  14      - 3,469,286.464   357,376.678   MT  0.99985090   -0 46 48.7
 AC6541
 AC6541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6541!SPC TX C     -   0.99991217  x   0.99990011  =   0.99981229
 AC6541!UTM  14      -   0.99991217  x   0.99985090  =   0.99976308
 AC6541
 AC6541                          SUPERSEDED SURVEY CONTROL
 AC6541
 AC6541  ELLIP H (03/06/98)  559.44   (m)                       GP(       ) 4 2
 AC6541
 AC6541.Superseded values are not recommended for survey control.
 AC6541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6541.See file dsdata.txt to determine how the superseded data were derived.
 AC6541
 AC6541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5737769286(NAD 83)
 AC6541_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6541_STAMPING: SJT C 1978
 AC6541_MARK LOGO: NOS   
 AC6541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6541+STABILITY: SURFACE MOTION
 AC6541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6541+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1995
 AC6541
 AC6541  HISTORY     - Date     Condition        Report By
 AC6541  HISTORY     - 1978     MONUMENTED       CGS
 AC6541  HISTORY     - 19880615 GOOD             NGS
 AC6541  HISTORY     - 19950502 GOOD             NGS
 AC6541
 AC6541                          STATION DESCRIPTION
 AC6541
 AC6541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC6541'THE STATION IS LOCATED NEAR RUNWAY END 3, 208.08 FT (63.42 M) SE OF
 AC6541'THE CENTERLINE END OF RUNWAY 3, 86.7 FT (26.4 M) SE OF THE SE EDGE OF
 AC6541'THE FLUSH MOUNTED CONCRETE THRESHOLD LIGHT BAR, 145.9 FT (44.5 M) NE
 AC6541'OF THE EASTERLY ONE OF TWO CONCRETE WING LIGHT BARS FOR THE APPROACH
 AC6541'LIGHT LANE.  A NOS DISK STAMPED SJT C 1978, SET IN THE TOP OF A
 AC6541'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC6541
 AC6541                          STATION RECOVERY (1995)
 AC6541
 AC6541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6541'THE STATION IS LOCATED ABOUT 7.39 KM (4.60 MI) SOUTH OF SAN ANGELO AT
 AC6541'THE MATHIS FIELD MUNICIPAL AIRPORT.  IN THE GRASS, NEAR AND IN LINE
 AC6541'WITH THE SOUTHEAST END OF RUNWAY 3.  OWNERSHIP--CITY OF SAN ANGELO,
 AC6541'BOX 1751 SAN ANGELO, TX.  AIRPORT MANAGER JOHN SCHWAB, PHONE
 AC6541'915-659-6409.  NOTE--CONTACT AIRPORT MANAGER 24 HOURS IN ADVANCE,
 AC6541'(ESCORT REQUIRED) .  TO REACH THE AIRPORT FROM THE JUNCTION OF STATE
 AC6541'ROUTE 306 LOOP AND FARM TO MARKET ROAD 584 SOUTH OF SAN ANGELO, GO
 AC6541'SOUTHERLY, 7.39 KM, (4.60 MI) ON ROAD 584 TO REARY BOULEVARD, TURN
 AC6541'LEFT, SOUTH, 0.70 KM (0.45 MI) TO TERMINAL CIRCLE, TURN LEFT, EAST,
 AC6541'0.25 TO THE TERMINAL ON THE RIGHT.  STATION IS 67.3 M (220.8 FT) SOUTH
 AC6541'OF RUNWAY 36 MARKER SIGN, 63.4 M (208.0 FT) EAST-SOUTHEAST OF RUNWAY 3
 AC6541'CENTERLINE, 44.4 M (145.7 FT) EAST OF A U.S.  GOVERNMENT PROPERTY
 AC6541'WARNING SIGN FOR FLUSH MOUNTED APPROACH LIGHTS, 0.8 M (2.6 FT)
 AC6541'WEST-NORTHWEST OF A WITNESS POST, 0.7 M (2.3 FT) BELOW THE LEVEL OF
 AC6541'THE RUNWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  THIS
 AC6541'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1675 ***********************************************************************
 AH1675  DESIGNATION -  SK 010
 AH1675  PID         -  AH1675
 AH1675  STATE/COUNTY-  TX/NUECES
 AH1675  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1675
 AH1675                         *CURRENT SURVEY CONTROL
 AH1675  ___________________________________________________________________
 AH1675* NAD 83(1993)-  27 42 02.48352(N)    097 09 27.11341(W)     ADJUSTED  
 AH1675* NAVD 88     -         1.468  (meters)       4.82   (feet)  ADJUSTED  
 AH1675  ___________________________________________________________________
 AH1675  X           -    -704,126.424 (meters)                     COMP
 AH1675  Y           -  -5,607,155.472 (meters)                     COMP
 AH1675  Z           -   2,947,167.148 (meters)                     COMP
 AH1675  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AH1675  ELLIP HEIGHT-         -24.52  (meters)          (06/17/02) GPS OBS
 AH1675  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH1675  DYNAMIC HT  -           1.466 (meters)       4.81  (feet)  COMP
 AH1675  MODELED GRAV-     979,134.7   (mgal)                       NAVD 88
 AH1675
 AH1675  HORZ ORDER  -  FIRST
 AH1675  VERT ORDER  -  FIRST     CLASS II
 AH1675  ELLP ORDER  -  FIFTH     CLASS I
 AH1675
 AH1675.The horizontal coordinates were established by GPS observations
 AH1675.and adjusted by the National Geodetic Survey in February 1996..
 AH1675
 AH1675.The orthometric height was determined by differential leveling
 AH1675.and adjusted by the National Geodetic Survey in December 1997..
 AH1675
 AH1675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1675
 AH1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1675
 AH1675.The ellipsoidal height was determined by GPS observations
 AH1675.and is referenced to NAD 83.
 AH1675
 AH1675.The geoid height was determined by GEOID03.
 AH1675
 AH1675.The dynamic height is computed by dividing the NAVD 88
 AH1675.geopotential number by the normal gravity value computed on the
 AH1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1675.degrees latitude (g = 980.6199 gals.).
 AH1675
 AH1675.The modeled gravity was interpolated from observed gravity values.
 AH1675
 AH1675;                    North         East     Units Scale Factor Converg.
 AH1675;SPC TX S     - 5,226,062.694   432,404.181   MT  0.99996911   +0 36 34.2
 AH1675;SPC TX S     -17,145,840.69  1,418,646.05   sFT  0.99996911   +0 36 34.2
 AH1675;UTM  14      - 3,065,405.126   681,672.140   MT  1.00000740   +0 51 24.2
 AH1675
 AH1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1675!SPC TX S     -   1.00000385  x   0.99996911  =   0.99997296
 AH1675!UTM  14      -   1.00000385  x   1.00000740  =   1.00001125
 AH1675
 AH1675                          SUPERSEDED SURVEY CONTROL
 AH1675
 AH1675  ELLIP H (02/16/96)  -24.39   (m)                       GP(       ) 5 1
 AH1675  NAD 83(1986)-  27 42 02.48977(N)    097 09 27.09310(W) AD(       ) 1
 AH1675  NGVD 29 (04/09/92)    1.8    (m)            6.     (f) GPS OBS        
 AH1675
 AH1675.Superseded values are not recommended for survey control.
 AH1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1675.See file dsdata.txt to determine how the superseded data were derived.
 AH1675
 AH1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8167265405(NAD 83)
 AH1675_MARKER: DD = SURVEY DISK
 AH1675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1675_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1675_STAMPING: SK-010
 AH1675_MARK LOGO: TX1550
 AH1675_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1675+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 AH1675
 AH1675  HISTORY     - Date     Condition        Report By
 AH1675  HISTORY     - 1991     MONUMENTED       TX1550
 AH1675  HISTORY     - 19970204 GOOD             NGS
 AH1675  HISTORY     - 20030430 GOOD             NGS
 AH1675  HISTORY     - 20050820 GOOD             USPSQD
 AH1675
 AH1675                          STATION DESCRIPTION
 AH1675
 AH1675'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1675'IN CORPUS CHRISTI, APPROX. 0.7 MI (1.1 KM) . N. FROM INTERSECTION OF
 AH1675'HWY 338 AND HWY 361 (PARK RD. 53). ON E. SIDE OF ROAD 10 FT (3.0 M) .
 AH1675'FROM N. CORNER OF FENCE SURROUNDING NUECES COUNTY W.C. AND I.D. NO. 4
 AH1675'WATER PUMP HOUSE NO. 2.
 AH1675'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SK010. ACCESS
 AH1675'THROUGH A HINGED COVER.
 AH1675
 AH1675                          STATION RECOVERY (1997)
 AH1675
 AH1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1675'16.9 KM (10.50 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY
 AH1675'361 FROM THE POST OFFICE IN PORT ARANSAS, 26.2 M (86.0 FT) EAST OF THE
 AH1675'HIGHWAY CENTER, 10.7 M (35.1 FT) NORTH OF THE CENTER OF A DRIVEWAY
 AH1675'LEADING A WATER PLANT, 8.1 M (26.6 FT) EAST OF A UTILITY POLE WITH 3
 AH1675'TRANSFORMERS AND 2 CATTLE GUARDS, 2.6 M (8.5 FT) WEST OF A WITNESS
 AH1675'POST AND THE NORTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE
 AH1675'WATER PLANT, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AH1675'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH1675
 AH1675                          STATION RECOVERY (2003)
 AH1675
 AH1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 AH1675'RECOVERED IN GOOD CONDITION.
 AH1675
 AH1675                          STATION RECOVERY (2005)
 AH1675
 AH1675'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AH1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1676 ***********************************************************************
 AH1676  DESIGNATION -  SK 130
 AH1676  PID         -  AH1676
 AH1676  STATE/COUNTY-  TX/NUECES
 AH1676  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1676
 AH1676                         *CURRENT SURVEY CONTROL
 AH1676  ___________________________________________________________________
 AH1676* NAD 83(1993)-  27 49 29.77532(N)    097 23 10.23540(W)     ADJUSTED  
 AH1676* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 AH1676  ___________________________________________________________________
 AH1676  X           -    -725,672.199 (meters)                     COMP
 AH1676  Y           -  -5,597,940.481 (meters)                     COMP
 AH1676  Z           -   2,959,350.631 (meters)                     COMP
 AH1676  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1676  ELLIP HEIGHT-         -24.66  (meters)          (06/17/02) GPS OBS
 AH1676  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH1676
 AH1676  HORZ ORDER  -  FIRST
 AH1676  ELLP ORDER  -  FIFTH     CLASS I
 AH1676
 AH1676.The horizontal coordinates were established by GPS observations
 AH1676.and adjusted by the National Geodetic Survey in February 1996..
 AH1676
 AH1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1676
 AH1676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1676
 AH1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1676
 AH1676.The ellipsoidal height was determined by GPS observations
 AH1676.and is referenced to NAD 83.
 AH1676
 AH1676.The geoid height was determined by GEOID03.
 AH1676
 AH1676;                    North         East     Units Scale Factor Converg.
 AH1676;SPC TX S     - 5,239,611.058   409,732.649   MT  0.99999789   +0 30 20.5
 AH1676;SPC TX S     -17,190,290.61  1,344,264.53   sFT  0.99999789   +0 30 20.5
 AH1676;SPC TXSC     - 4,000,166.624   759,022.362   MT  1.00020704   +0 47 26.3
 AH1676;SPC TXSC     -13,123,880.00  2,490,225.87   sFT  1.00020704   +0 47 26.3
 AH1676;UTM  14      - 3,078,855.074   658,942.838   MT  0.99991182   +0 45 12.4
 AH1676
 AH1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1676!SPC TX S     -   1.00000387  x   0.99999789  =   1.00000176
 AH1676!SPC TXSC     -   1.00000387  x   1.00020704  =   1.00021091
 AH1676!UTM  14      -   1.00000387  x   0.99991182  =   0.99991569
 AH1676
 AH1676                          SUPERSEDED SURVEY CONTROL
 AH1676
 AH1676  ELLIP H (02/16/96)  -24.52   (m)                       GP(       ) 5 1
 AH1676  NAD 83(1986)-  27 49 29.78183(N)    097 23 10.21425(W) AD(       ) 1
 AH1676  NGVD 29 (04/09/92)    2.2    (m)            7.     (f) GPS OBS        
 AH1676
 AH1676.Superseded values are not recommended for survey control.
 AH1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1676.See file dsdata.txt to determine how the superseded data were derived.
 AH1676
 AH1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5894378855(NAD 83)
 AH1676_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1676_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1676+WITH SETTING: PAVEMENT
 AH1676_SP_SET: ON TOP OF SAN. SEW LIFT STATIO
 AH1676_STAMPING: SK130
 AH1676_MARK LOGO: TX1550
 AH1676_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1676+STABILITY: SURFACE MOTION
 AH1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1676+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1676
 AH1676  HISTORY     - Date     Condition        Report By
 AH1676  HISTORY     - 1991     MONUMENTED       TX1550
 AH1676
 AH1676                          STATION DESCRIPTION
 AH1676
 AH1676'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1676'IN CORPUS CHRISTI, ON TOP OF THE PUMP STATION AT SURFSIDE PARK JUST S.
 AH1676'OF NORTH SURFSIDE DR.
 AH1676'MONUMENT IS A BRASS DISK IN TOP OF CONC. SLAB STAMPED SK130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0417 ***********************************************************************
 AM0417  DESIGNATION -  SKEET RESET
 AM0417  PID         -  AM0417
 AM0417  STATE/COUNTY-  TX/BRAZORIA
 AM0417  USGS QUAD   -  FREEPORT (1974)
 AM0417
 AM0417                         *CURRENT SURVEY CONTROL
 AM0417  ___________________________________________________________________
 AM0417* NAD 83(1993)-  28 58 45.53951(N)    095 15 10.05360(W)     ADJUSTED  
 AM0417* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 AM0417  ___________________________________________________________________
 AM0417  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AM0417  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0417
 AM0417  HORZ ORDER  -  SECOND
 AM0417
 AM0417.The horizontal coordinates were established by classical geodetic methods
 AM0417.and adjusted by the National Geodetic Survey in February 1996..
 AM0417
 AM0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0417
 AM0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0417
 AM0417.The geoid height was determined by GEOID03.
 AM0417
 AM0417;                    North         East     Units Scale Factor Converg.
 AM0417;SPC TXSC     - 4,132,855.466   965,091.022   MT  0.99988237   +1 50 08.9
 AM0417;SPC TXSC     -13,559,209.97  3,166,302.79   sFT  0.99988237   +1 50 08.9
 AM0417;UTM  15      - 3,207,785.416   280,504.256   MT  1.00019457   -1 05 30.8
 AM0417
 AM0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0417!SPC TXSC     -   1.00000391  x   0.99988237  =   0.99988628
 AM0417!UTM  15      -   1.00000391  x   1.00019457  =   1.00019848
 AM0417
 AM0417|---------------------------------------------------------------------|
 AM0417| PID    Reference Object                     Distance      Geod. Az  |
 AM0417|                                                           dddmmss.s |
 AM0417| AM0102 SKEET RM 1                           22.586 METERS 01017     |
 AM0417| AM0103 SKEET RM 4                           34.436 METERS 04244     |
 AM0417| AM0437 SL 15 USE PTA                       APPROX. 0.5 KM 2330815.1 |
 AM0417| AM0436 SL 15 USE                           APPROX. 0.5 KM 2330816.5 |
 AM0417| AM0425 BRAZOS RIVER LIGHTHOUSE             APPROX. 6.6 KM 2350801.1 |
 AM0417| CV6786 SKEET RM 3                           26.858 METERS 23606     |
 AM0417| AM0101 SKEET RM 2                           19.434 METERS 26547     |
 AM0417|---------------------------------------------------------------------|
 AM0417
 AM0417                          SUPERSEDED SURVEY CONTROL
 AM0417
 AM0417  NAD 83(1986)-  28 58 45.54860(N)    095 15 10.03372(W) AD(       ) 2
 AM0417  NAD 27      -  28 58 44.66400(N)    095 15 09.26800(W) AD(       ) 2
 AM0417  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 AM0417
 AM0417.Superseded values are not recommended for survey control.
 AM0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0417.See file dsdata.txt to determine how the superseded data were derived.
 AM0417
 AM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8050407785(NAD 83)
 AM0417_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AM0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0417+STABILITY: SURFACE MOTION
 AM0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0417+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0417
 AM0417  HISTORY     - Date     Condition        Report By
 AM0417  HISTORY     - 1960     MONUMENTED       CGS
 AM0417  HISTORY     - 1962     GOOD             CGS
 AM0417  HISTORY     - 1963     GOOD             CGS
 AM0417  HISTORY     - 1963     GOOD             CGS
 AM0417  HISTORY     - 1966     GOOD             LOCSUR
 AM0417  HISTORY     - 1969     GOOD             CGS
 AM0417  HISTORY     - 1978     GOOD             NGS
 AM0417  HISTORY     - 1978     GOOD             NGS
 AM0417  HISTORY     - 1979     GOOD             NOS
 AM0417  HISTORY     - 1982     GOOD             NOS
 AM0417  HISTORY     - 19950501 GOOD             USPSQD
 AM0417  HISTORY     - 20040209 GOOD             USPSQD
 AM0417  HISTORY     - 20050218 GOOD             USPSQD
 AM0417
 AM0417                          STATION DESCRIPTION
 AM0417
 AM0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0417'STATION RECOVERED IN GOOD CONDITION.  THE MARK WAS ABOUT 2 FEET
 AM0417'UNDERGROUND.  THE REFERENCE MARKS COULD NOT BE FOUND.  THE
 AM0417'STATION WAS RAISED ABOVE GROUND BY POURING A NEW MONUMENT
 AM0417'DIRECTLY OVER THE ORIGINAL SURFACE MARK.  R.M.S 3 AND 4 WERE
 AM0417'ESTABLISHED.  REVISED DESCRIPTION FOLLOWS.  STATION IS LOCATED ON
 AM0417'THE SHORE OF THE GULF OF MEXICO, ABOUT 6 MILES EAST OF FREEPORT,
 AM0417'0.8 MILE SOUTHWEST OF THE SOUTHWEST END OF DRUM BAY, ON THE
 AM0417'SAND RIDGE WHICH PARALLELS THE BEACH, ABOUT 300 FEET INSHORE
 AM0417'FROM THE MEAN HIGH WATER LINE, 113.5 FEET SOUTHWEST OF A
 AM0417'TELEPHONE LINE POLE, 89.0 FEET NORTHEAST OF THE NORTHEAST
 AM0417'SIDE OF AN OLD CONCRETE CISTERN FOUNDATION, 41.4 FEET
 AM0417'NORTHEAST OF THE TELEPHONE LINE POLE, 13.5 FEET EAST OF
 AM0417'THE TELEPHONE LINE AND 2.5 FEET NORTHWEST OF A WITNESS POST.
 AM0417'A STANDARD DISK STAMPED SKEET 1933-1960 IN TOP OF A 8 INCH
 AM0417'ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.
 AM0417'
 AM0417'R.M. NO. 3 IS 88.09 FEET SOUTHWEST OF THE STATION AND 1.0 FOOT
 AM0417'NORTHEAST OF THE EDGE OF THE OLD CISTERN FOUNDATION.  A STANDARD
 AM0417'DISK STAMPED SKEET NO 3 1933 IN TOP OF A 8 INCH ROUND CONCRETE
 AM0417'MONUMENT WHICH PROJECTS 6 INCHES.
 AM0417'
 AM0417'R.M. 4 IS 113.08 FEET NORTHEAST OF THE STATION AT THE BASE OF
 AM0417'THE FIRST TELEPHONE LINE POLE NORTHEAST OF THE STATION.  A
 AM0417'STANDARD DISK STAMPED SKEET NO 4 1933 IN TOP OF A 8 INCH ROUND
 AM0417'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 AM0417'
 AM0417'TO REACH FROM THE EAST JETTY AT FREEPORT, GO NORTHEAST ALONG
 AM0417'THE BEACH 4.1 MILES TO THE STATION ON THE LEFT.
 AM0417
 AM0417                          STATION RECOVERY (1962)
 AM0417
 AM0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SLH)
 AM0417'STATION AND REFERENCE MARKS 3 AND 4 RECOVERED IN GOOD CONDITION.
 AM0417'A NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ON THE SHORE OF
 AM0417'THE GULF OF MEXICO, ABOUT 4.1 MILES NORTHEAST OF THE EAST
 AM0417'JETTY AT FREEPORT, 0.8 MILE SOUTHEAST OF THE SOUTHWEST END OF
 AM0417'DRUM BAY, IN THE EDGE OF THE GRASS LINE WHICH PARALLELS THE
 AM0417'BEACH, ABOUT 300 FEET INSHORE FROM THE MEAN HIGH WATER LINE,
 AM0417'177 FEET NORTHEAST OF A POWER POLE, WHICH IS THE SECOND POLE
 AM0417'IN LINE NORTHEAST OF THE CORNER POLE AT A 90 DEGREE TURN IN
 AM0417'THE POWER LINE AND 2.5 FEET NORTHWEST OF A WITNESS POST.  A
 AM0417'STANDARD DISK STAMPED SKEET 1933-1960 IN TOP OF A 8 INCH
 AM0417'ROUND CONCRETE MONUMENT COVERED 1 FOOT.
 AM0417'
 AM0417'REFERENCE MARK 3 IS SOUTHWEST OF THE STATION AND 1 FOOT NORTHEAST
 AM0417'OF THE EDGE OF AN OLD CONCRETE CATTLE WATERING TROUGH.  A
 AM0417'STANDARD DISK SET IN THE TOP OF A 8 INCH ROUND CONCRETE MONUMENT
 AM0417'WHICH PROJECTS 18 INCHES.
 AM0417'
 AM0417'REFERENCE MARK 4 IS ABOUT 113 FEET NORTHEAST OF THE STATION
 AM0417'AND IS COVERED 1 FOOT.
 AM0417'
 AM0417'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 332 AND 523
 AM0417'(1.8 MILES NORTHEAST OF VELASCO), GO SOUTHEAST ON STATE HIGHWAY
 AM0417'332 FOR 3.2 MILES TO A HIGH BRIDGE OVER THE INTRACOSTAL
 AM0417'CANAL, CONTINUE OVER BRIDGE TO THE BEACH, TURN LEFT FOR 2.7
 AM0417'MILES AND THE STATION ON THE LEFT.
 AM0417
 AM0417                          STATION RECOVERY (1963)
 AM0417
 AM0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AM0417'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2, NO. 3 AND
 AM0417'NO. 4 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ALL
 AM0417'MARKS ARE ABOUT 1-1/2 FEET BELOW THE SAND DEPOSITED BY STORMS
 AM0417'EXCEPT REFERENCE MARK NO. 3.  IT PROJECTS ABOUT 4 INCHES
 AM0417'ABOVE THE SAND.  NEW METAL WITNESS POSTS WERE SET AT THE STATION
 AM0417'MARK AND REFERENCE MARK NO. 4.  REFERENCE MARKS NO. 1 AND
 AM0417'NO. 2 ARE UNDER A NEW ROAD COVERED WITH SHELL.
 AM0417'
 AM0417'THE STATION MARK IS 75 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AM0417'SHELL ROAD AND 1 FOOT WEST OF THE METAL WITNESS POST.  REFERENCE
 AM0417'MARK NO. 4 IS 62 FEET SOUTHEAST OF THE CENTER LINE OF THE SHELL
 AM0417'ROAD AND 1 FOOT NORTHWEST OF THE METAL WITNESS POST.  REFERENCE
 AM0417'MARK NO. 3 IS ON THE SOUTHEAST ROAD RIGHT-OF-WAY, 1 FOOT WEST
 AM0417'OF A WOODEN POST WHICH IS ABOUT 4 INCHES IN DIAMETER.
 AM0417'
 AM0417'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 332
 AM0417'AND 523 IN VELASCO, GO EASTERLY ON STATE HIGHWAY 332 FOR 3.3
 AM0417'MILES TO THE CENTER OF THE BRIDGE OVER THE INTRACOASTAL CANAL,
 AM0417'CONTINUE OVER THE BRIDGE FOR 0.5 MILE TO AVENUE A.  TURN LEFT
 AM0417'AND FOLLOW THE SHELL ROAD, EASTERLY, FOR 3.0 MILES TO THE
 AM0417'STATION.
 AM0417
 AM0417                          STATION RECOVERY (1963)
 AM0417
 AM0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0417'THE STATION WAS RECOVERED.  THE STATION MARK AND REFERENCE
 AM0417'MARKS 1, 2, 3, AND 4 WERE ALL FOUND IN GOOD CONDITION.  ALL
 AM0417'MEASUREMENTS TO THE REFERENCE MARKS WERE CHECKED AND FOUND TO
 AM0417'BE CORRECT.  ALL MARKS EXCEPT REFERENCE MARK 3 ARE COVERED
 AM0417'BY SAND.  THE FOLLOWING INFORMATION WILL BE HELPFUL FOR
 AM0417'FUTURE RECOVERY.
 AM0417'
 AM0417'THE STATION IS STANDARD DISK STAMPED SKEET 1933 1960,
 AM0417'SET IN CONCRETE POST 10-INCHES IN DIAMETER AND 1-FOOT BELOW
 AM0417'THE SURFACE.  IT IS 25 YARDS NORTHWEST OF THE MEAN HIGH-WATER
 AM0417'LINE, 180 FEET EAST-SOUTHEAST OF POWER POLE WHICH IS SET IN A
 AM0417'NORTH-SOUTH PROPERTY LINE FENCE, 124 FEET NORTHEAST OF ALIGNMENT
 AM0417'OF THE PROPERTY LINE FENCE, 130 FEET SOUTHEAST OF THE OVERHEAD
 AM0417'POWER LINE WIRE AND 2-1/2 FEET NORTH OF A STEEL WITNESS POST
 AM0417'WITH SIGN ATTACHED.
 AM0417'
 AM0417'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SKEET NO 1 1933,
 AM0417'SET IN CONCRETE POST IS 40 YARDS NORTHWEST OF THE MEAN
 AM0417'HIGH-WATER LINE, 152 FEET SOUTH OF THE 2ND POWER POLE EAST OF
 AM0417'THE NORTH-SOUTH PROPERTY LINE FENCE, 89.2 FEET SOUTHWEST OF THE
 AM0417'OVERHEAD POWERLINE WIRE AND 10-INCHES BELOW THE SURFACE.
 AM0417'
 AM0417'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SKEET NO 2 1933,
 AM0417'SET IN CONCRETE POST, IS 38 YARDS NORTHWEST OF THE MEAN HIGH-WATER
 AM0417'LINE, 118.3 FEET EAST OF THE POWER POLE WHICH IS SET IN THE
 AM0417'NORTH-SOUTH PROPERTY LINE FENCE, 68.5 FEET NORTHEAST OF THE
 AM0417'NORTH-SOUTH PROPERTY LINE FENCE, 98 FEET SOUTHWEST OF THE
 AM0417'OVERHEAD POWER LINE WIRE AND IS 18-INCHES BELOW THE SURFACE.
 AM0417'
 AM0417'REFERENCE MARK 3 IS STANDARD DISK STAMPED SKEET NO 3 1933, SET
 AM0417'IN CONCRETE POST, 129.7 FEET WEST-SOUTHWEST OF POWER POLE WHICH
 AM0417'IS SET IN THE NORTH-SOUTH PROPERTY LINE FENCE, 32 FEET NORTHEAST
 AM0417'OF THE NORTH-SOUTH PROPERTY LINE FENCE, 30 YARDS NORTHWEST
 AM0417'OF THE MEAN HIGH-WATER LINE, 1 FOOT NORTHEAST OF OLD CONCRETE
 AM0417'CISTERN TANK AND PROJECTS 6-INCHES ABOVE THE SURFACE OF GROUND.
 AM0417'
 AM0417'REFERENCE MARK 4 IS STANDARD DISK STAMPED SKEET NO 4 1933,
 AM0417'SET IN CONCRETE POST, 141 FEET SOUTH OF 2ND POWER POLE EAST OF
 AM0417'THE NORTH-SOUTH PROPERTY LINE FENCE, 30 YARDS NORTHWEST OF THE
 AM0417'MEAN HIGH-WATER LINE AND IS 4-INCHES BELOW THE SURFACE.
 AM0417'
 AM0417'TO REACH THE STATION FROM THE POST OFFICE IN VELASCO GO SOUTHEAST
 AM0417'ON GULF BLVD. (FARM ROAD 523) FOR 0.95 MILE, TURN LEFT AND
 AM0417'FOLLOW FARM ROAD 523 NORTHEAST FOR 1.85 MILES TO INTERSECTION
 AM0417'WITH HIGHWAY 332, TURN RIGHT GOING SOUTHEAST ON HIGHWAY 332
 AM0417'FOR 3.25 MILES TO CENTER OF HIGH BRIDGE OVER THE INTRACOASTAL
 AM0417'CANAL, CONTINUE SOUTHEAST FOR 0.65 MILE TO END OF SURFACED ROAD
 AM0417'AT BEACH, TURN LEFT AND DRIVE NORTHEAST ALONG THE BEACH FOR
 AM0417'2.85 MILES TO STATION ON LEFT AS DESCRIBED.
 AM0417'
 AM0417'THE STATION IS ON PROPERTY PRESENTLY OWNED BY MARTHA B. HOBART.
 AM0417
 AM0417                          STATION RECOVERY (1966)
 AM0417
 AM0417'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 AM0417'RECOVERED BY J.E. CHANCE AND ASSOC.
 AM0417'
 AM0417'STATION RECOVERED.
 AM0417
 AM0417                          STATION RECOVERY (1969)
 AM0417
 AM0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0417'STATION MARK, REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED
 AM0417'IN GOOD CONDITION.  DESCRIPTION AND ROUTE PROCEEDING TO STATION
 AM0417'AS DESCRIBED BY S.E. URICK IN THE 1963 RECOVERY NOTE ARE
 AM0417'ADEQUATE FOR RECOVERY.
 AM0417'
 AM0417'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 AM0417'MILES NORTHEAST OF FREEPORT
 AM0417
 AM0417                          STATION RECOVERY (1978)
 AM0417
 AM0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0417'THE STATION AND REFERENCE MARKS 1, 2, AND 4 WERE RECOVERED IN
 AM0417'GOOD CONDITION.  REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT
 AM0417'RECOVERED AND PRESUMED COVERED BY ABOUT 6 FEET OF SAND.  THE
 AM0417'DIRECTION TO REFERENCE MARK 1 AND DISTANCES TO REFERENCE MARKS
 AM0417'1 AND 2 COMPARED FAVORABLY WITH 1933 OBSERVATIONS.  DIFFERENCES
 AM0417'OF 0.10 FOOT SHORTER IN DISTANCE TO REFERENCE MARK 4,
 AM0417'2 MINUTES SMALLER IN DIRECTIONS TO REFERENCE MARK 2 AND
 AM0417'1 MINUTE LARGER TO REFERENCE MARK 4 WAS NOTED AND VERIFIED AT
 AM0417'THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AM0417'
 AM0417'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF SURFSIDE
 AM0417'AND ABOUT 300 FEET NORTHWEST FROM THE GULF OF MEXICO.  IT IS
 AM0417'ON PROPERTY OWNED BY THE FOLLOWING PEOPLE.  MR. RANDOLPH
 AM0417'BRYAN, 2408 SOUTH VOSS ROAD, HOUSTON, TEXAS 77057,
 AM0417'MR. EOTROSS III, FIRST NATIONAL BANK BUILDING, HOUSTON, TEXAS
 AM0417'77057, AND MR. LEWIS MUNSON, 600 S WALKES, ANGLETON, TEXAS
 AM0417'77517.
 AM0417'
 AM0417'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 332 AND BRAZORIA
 AM0417'COUNTY ROAD 257 IN THE NORTHEAST EDGE OF SURFSIDE, GO
 AM0417'NORTHEAST ON BRAZORIA COUNTY ROAD 257 FOR 2.8 MILES TO THE
 AM0417'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST ON BRAZORIA
 AM0417'COUNTY ROAD 257 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 AM0417'
 AM0417'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0417'STAMPED---SKEET 1933 1960---,
 AM0417'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0417'DIAMETER RECESSED 14 INCHES BELOW THE GROUND.  IT IS
 AM0417'97 FEET NORTH-NORTHEAST FROM A NATURAL GAS WARNING SIGN AND
 AM0417'76 FEET SOUTHEAST FROM THE APPROXIMATE CENTER OF COUNTY
 AM0417'ROAD 257.
 AM0417'
 AM0417'REFERENCE MARK 1 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0417'STAMPED---SKEET NO 1 1933---,
 AM0417'SET INTO THE TOP OF ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0417'DIAMETER RECESSED 7 INCHES BELOW THE GROUND.  IT IS
 AM0417'30 FEET SOUTHEAST FROM THE APPROXIMATE CENTER OF COUNTY ROAD
 AM0417'257 AND 1 FOOT SOUTH-SOUTHWEST FROM A METAL WITNESS POST WITH
 AM0417'SIGN ATTACHED.
 AM0417'
 AM0417'REFERENCE MARK 2 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0417'STAMPED---SKEET NO 2 1933---,
 AM0417'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0417'DIAMETER RECESSED 6 INCHES BELOW THE GROUND.  IT IS
 AM0417'38 FEET SOUTHEAST FROM THE APPROXIMATE CENTER OF COUNTY ROAD
 AM0417'257 AND 0.5 FOOT EAST FROM A METAL WITNESS POST WITH SIGN
 AM0417'ATTACHED.
 AM0417'
 AM0417'REFERENCE MARK 4 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0417'STAMPED---SKEET NO 4 1933---,
 AM0417'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0417'DIAMETER RECESSED 12 INCHES BELOW THE GROUND.  IT IS
 AM0417'63.5 FEET SOUTHEAST FROM THE APPROXIMATE CENTER OF COUNTY ROAD
 AM0417'257 AND 1 FOOT SOUTHWEST FROM A METAL WITNESS POST.
 AM0417'
 AM0417'AZIMUTH MARK IS A U.S. ARMY CORPS OF ENGINEERS SURVEY DISK
 AM0417'STAMPED---SL 15---,
 AM0417'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 12 INCHES
 AM0417'IN DIAMETER FLUSH WITH THE GROUND.  IT IS
 AM0417'56.5 FEET NORTHWEST FROM THE APPROXIMATE CENTER OF COUNTY
 AM0417'ROAD 257 AND 2.5 FEET SOUTHEAST FROM A POWERLINE POLE WITH
 AM0417'WITNESS SIGN ATTACHED.
 AM0417'
 AM0417'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.9 METERS.
 AM0417
 AM0417                          STATION RECOVERY (1978)
 AM0417
 AM0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CWS)
 AM0417'STATION IS LOCATED 3.0 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE
 AM0417'JUNCTION OF STATE THE ROAD 332 AT SURFSIDE.  76 FT SOUTHEAST OF
 AM0417'CENTERLINE OF THE ROAD, 71 FT SOUTH OF SKEET NO. 1 1933, 112 FT
 AM0417'SOUTHWEST OF SKEET NO. 4 1933, 65 FT EAST OF SKEET NO. 2 1933
 AM0417
 AM0417                          STATION RECOVERY (1979)
 AM0417
 AM0417'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0417'THE STATION WAS RECOVERED AS DESCRIBED.
 AM0417'THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 2
 AM0417'COMPARED REASONABLY WITH PREVIOUS OBSERVATIONS.
 AM0417'HEIGHT OF LIGHT SHOWN WAS 1.9 METERS.
 AM0417
 AM0417                          STATION RECOVERY (1982)
 AM0417
 AM0417'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0417'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AM0417
 AM0417                          STATION RECOVERY (1995)
 AM0417
 AM0417'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0417'RECOVERED IN GOOD CONDITION.
 AM0417
 AM0417                          STATION RECOVERY (2004)
 AM0417
 AM0417'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0417'GO TO N 28 58 45.8  W 095 15 10.0
 AM0417
 AM0417                          STATION RECOVERY (2005)
 AM0417
 AM0417'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0102 ***********************************************************************
 AM0102  DESIGNATION -  SKEET RM 1
 AM0102  PID         -  AM0102
 AM0102  STATE/COUNTY-  TX/BRAZORIA
 AM0102  USGS QUAD   -  FREEPORT (1974)
 AM0102
 AM0102                         *CURRENT SURVEY CONTROL
 AM0102  ___________________________________________________________________
 AM0102* NAD 83(1986)-  28 58 43.     (N)    095 15 12.     (W)     SCALED    
 AM0102* NAVD 88     -         1.33   (+/-2cm)       4.4    (feet)  VERTCON   
 AM0102  ___________________________________________________________________
 AM0102  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0102
 AM0102  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0102
 AM0102.The horizontal coordinates were scaled from a topographic map and have
 AM0102.an estimated accuracy of +/- 6 seconds.
 AM0102
 AM0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0102.The vertical order pertains to the NGVD 29 superseded value.
 AM0102
 AM0102.The geoid height was determined by GEOID03.
 AM0102
 AM0102;                    North         East    Units  Estimated Accuracy
 AM0102;SPC TXSC     - 4,132,780.      965,040.      MT  (+/- 180 meters Scaled)
 AM0102
 AM0102                          SUPERSEDED SURVEY CONTROL
 AM0102
 AM0102  NGVD 29 (??/??/92)    1.347  (m)            4.42   (f) ADJ UNCH    1 1
 AM0102
 AM0102.Superseded values are not recommended for survey control.
 AM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0102.See file dsdata.txt to determine how the superseded data were derived.
 AM0102
 AM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN804077(NAD 83)
 AM0102_MARKER: DR = REFERENCE MARK DISK
 AM0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0102_SP_SET: CONCRETE POST
 AM0102_STAMPING: SKEET NO.1 1933
 AM0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0102+STABILITY: SURFACE MOTION
 AM0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0102+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0102
 AM0102  HISTORY     - Date     Condition        Report By
 AM0102  HISTORY     - 1933     MONUMENTED       CGS
 AM0102  HISTORY     - 1978     GOOD             NGS
 AM0102  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AM0102  HISTORY     - 19950501 GOOD             USPSQD
 AM0102  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0102  HISTORY     - 20050218 GOOD             USPSQD
 AM0102
 AM0102                          STATION DESCRIPTION
 AM0102
 AM0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0102'3.0 MI NE FROM SURFSIDE.
 AM0102'3.0 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF STATE
 AM0102'HIGHWAY 332 IN SURFSIDE. 29 FT SOUTHEAST OF CENTERLINE OF THE ROAD,
 AM0102'71 FT NORTH OF TRIANGULATION STATION SKEET.
 AM0102
 AM0102                          STATION RECOVERY (1989)
 AM0102
 AM0102'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0102'MARK NOT FOUND.
 AM0102
 AM0102                          STATION RECOVERY (1995)
 AM0102
 AM0102'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0102'RECOVERED IN GOOD CONDITION.
 AM0102
 AM0102                          STATION RECOVERY (2004)
 AM0102
 AM0102'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0102'MARK NOT FOUND.
 AM0102
 AM0102                          STATION RECOVERY (2005)
 AM0102
 AM0102'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0101 ***********************************************************************
 AM0101  DESIGNATION -  SKEET RM 2
 AM0101  PID         -  AM0101
 AM0101  STATE/COUNTY-  TX/BRAZORIA
 AM0101  USGS QUAD   -  FREEPORT (1974)
 AM0101
 AM0101                         *CURRENT SURVEY CONTROL
 AM0101  ___________________________________________________________________
 AM0101* NAD 83(1986)-  28 58 47.     (N)    095 15 07.     (W)     SCALED    
 AM0101* NAVD 88     -         1.19   (+/-2cm)       3.9    (feet)  VERTCON   
 AM0101  ___________________________________________________________________
 AM0101  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0101
 AM0101  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0101
 AM0101.The horizontal coordinates were scaled from a topographic map and have
 AM0101.an estimated accuracy of +/- 6 seconds.
 AM0101
 AM0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0101.The vertical order pertains to the NGVD 29 superseded value.
 AM0101
 AM0101.The geoid height was determined by GEOID03.
 AM0101
 AM0101;                    North         East    Units  Estimated Accuracy
 AM0101;SPC TXSC     - 4,132,900.      965,170.      MT  (+/- 180 meters Scaled)
 AM0101
 AM0101                          SUPERSEDED SURVEY CONTROL
 AM0101
 AM0101  NGVD 29 (??/??/92)    1.207  (m)            3.96   (f) ADJ UNCH    1 1
 AM0101
 AM0101.Superseded values are not recommended for survey control.
 AM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0101.See file dsdata.txt to determine how the superseded data were derived.
 AM0101
 AM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN805078(NAD 83)
 AM0101_MARKER: DR = REFERENCE MARK DISK
 AM0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0101_SP_SET: CONCRETE POST
 AM0101_STAMPING: SKEET NO.2 1933
 AM0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0101+STABILITY: SURFACE MOTION
 AM0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0101+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0101
 AM0101  HISTORY     - Date     Condition        Report By
 AM0101  HISTORY     - 1933     MONUMENTED       CGS
 AM0101  HISTORY     - 1978     GOOD             NGS
 AM0101  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AM0101  HISTORY     - 19950501 GOOD             USPSQD
 AM0101  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0101  HISTORY     - 20050218 GOOD             USPSQD
 AM0101
 AM0101                          STATION DESCRIPTION
 AM0101
 AM0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0101'3.0 MI NE FROM SURFSIDE.
 AM0101'3.0 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF STATE
 AM0101'HIGHWAY 332 IN SURFSIDE, 38 FT SOUTHEAST OF THE CENTERLINE. OF THE
 AM0101'HIGHWAY, 65 FT WEST OF TRIANGULATION STATION SKEET.
 AM0101
 AM0101                          STATION RECOVERY (1989)
 AM0101
 AM0101'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0101'MARK NOT FOUND.
 AM0101
 AM0101                          STATION RECOVERY (1995)
 AM0101
 AM0101'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0101'RECOVERED IN GOOD CONDITION.
 AM0101
 AM0101                          STATION RECOVERY (2004)
 AM0101
 AM0101'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0101'GPS SHOWS CENTER OF DITCH.
 AM0101
 AM0101                          STATION RECOVERY (2005)
 AM0101
 AM0101'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0103 ***********************************************************************
 AM0103  DESIGNATION -  SKEET RM 4
 AM0103  PID         -  AM0103
 AM0103  STATE/COUNTY-  TX/BRAZORIA
 AM0103  USGS QUAD   -  FREEPORT (1974)
 AM0103
 AM0103                         *CURRENT SURVEY CONTROL
 AM0103  ___________________________________________________________________
 AM0103* NAD 83(1986)-  28 58 42.     (N)    095 15 14.     (W)     SCALED    
 AM0103* NAVD 88     -         1.46   (+/-2cm)       4.8    (feet)  VERTCON   
 AM0103  ___________________________________________________________________
 AM0103  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0103
 AM0103  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0103
 AM0103.The horizontal coordinates were scaled from a topographic map and have
 AM0103.an estimated accuracy of +/- 6 seconds.
 AM0103
 AM0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0103.The vertical order pertains to the NGVD 29 superseded value.
 AM0103
 AM0103.The geoid height was determined by GEOID03.
 AM0103
 AM0103;                    North         East    Units  Estimated Accuracy
 AM0103;SPC TXSC     - 4,132,740.      964,990.      MT  (+/- 180 meters Scaled)
 AM0103
 AM0103                          SUPERSEDED SURVEY CONTROL
 AM0103
 AM0103  NGVD 29 (??/??/92)    1.480  (m)            4.86   (f) ADJ UNCH    1 1
 AM0103
 AM0103.Superseded values are not recommended for survey control.
 AM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0103.See file dsdata.txt to determine how the superseded data were derived.
 AM0103
 AM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN803076(NAD 83)
 AM0103_MARKER: DR = REFERENCE MARK DISK
 AM0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0103_SP_SET: CONCRETE POST
 AM0103_STAMPING: SKEET NO.4 1933
 AM0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0103+STABILITY: SURFACE MOTION
 AM0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0103+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0103
 AM0103  HISTORY     - Date     Condition        Report By
 AM0103  HISTORY     - 1933     MONUMENTED       CGS
 AM0103  HISTORY     - 1978     GOOD             NGS
 AM0103  HISTORY     - 1989     GOOD             USPSQD
 AM0103  HISTORY     - 19950501 GOOD             USPSQD
 AM0103  HISTORY     - 20040209 GOOD             USPSQD
 AM0103  HISTORY     - 20050218 GOOD             USPSQD
 AM0103
 AM0103                          STATION DESCRIPTION
 AM0103
 AM0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0103'3.0 MI NE FROM SURFSIDE.
 AM0103'3.0 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF STATE
 AM0103'HIGHWAY 332 IN SURFSIDE. 64 FT SOUTHEAST OF CENTERLINE OF THE ROAD,
 AM0103'112 FT NORTHEAST OF TRIANGULATION STATION SKEET.
 AM0103
 AM0103                          STATION RECOVERY (1989)
 AM0103
 AM0103'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0103'RECOVERED IN GOOD CONDITION.
 AM0103
 AM0103                          STATION RECOVERY (1995)
 AM0103
 AM0103'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0103'RECOVERED IN GOOD CONDITION.
 AM0103
 AM0103                          STATION RECOVERY (2004)
 AM0103
 AM0103'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0103'GO TO N28 58 45.8  W 095 15 10.0
 AM0103
 AM0103                          STATION RECOVERY (2005)
 AM0103
 AM0103'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1378 ***********************************************************************
 GL1378  DESIGNATION -  SKELETON
 GL1378  PID         -  GL1378
 GL1378  STATE/COUNTY-  TX/DALLAM
 GL1378  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL1378
 GL1378                         *CURRENT SURVEY CONTROL
 GL1378  ___________________________________________________________________
 GL1378* NAD 83(1993)-  36 21 50.41119(N)    102 36 52.08915(W)     ADJUSTED  
 GL1378* NAVD 88     -      1300.5    (meters)    4267.     (feet)  VERTCON   
 GL1378  ___________________________________________________________________
 GL1378  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 GL1378  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 GL1378
 GL1378  HORZ ORDER  -  FIRST
 GL1378
 GL1378.The horizontal coordinates were established by classical geodetic methods
 GL1378.and adjusted by the National Geodetic Survey in February 1996..
 GL1378
 GL1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1378
 GL1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1378
 GL1378.The geoid height was determined by GEOID03.
 GL1378
 GL1378;                    North         East     Units Scale Factor Converg.
 GL1378;SPC TX N     - 1,262,832.951    99,976.555   MT  1.00004715   -0 38 45.1
 GL1378;SPC TX N     - 4,143,144.44    328,006.41   sFT  1.00004715   -0 38 45.1
 GL1378;UTM  13      - 4,026,965.601   714,028.357   MT  1.00016443   +1 24 53.8
 GL1378
 GL1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1378!SPC TX N     -   0.99979970  x   1.00004715  =   0.99984684
 GL1378!UTM  13      -   0.99979970  x   1.00016443  =   0.99996410
 GL1378
 GL1378|---------------------------------------------------------------------|
 GL1378| PID    Reference Object                     Distance      Geod. Az  |
 GL1378|                                                           dddmmss.s |
 GL1378| CM9200 SKELETON RM 1                       135.612 METERS 07703     |
 GL1378| CM9201 SKELETON RM 2                        42.038 METERS 16236     |
 GL1378| CM9199 SKELETON AZ MK                                     1701150.2 |
 GL1378|---------------------------------------------------------------------|
 GL1378
 GL1378                          SUPERSEDED SURVEY CONTROL
 GL1378
 GL1378  NAD 83(1993)-  36 21 50.41094(N)    102 36 52.08936(W) AD(       ) 1
 GL1378  NAD 83(1993)-  36 21 50.42059(N)    102 36 52.08343(W) AD(       ) 1
 GL1378  NAD 83(1986)-  36 21 50.42238(N)    102 36 52.08166(W) AD(       ) 1
 GL1378  NAD 27      -  36 21 50.32400(N)    102 36 50.39500(W) AD(       ) 1
 GL1378  NGVD 29 (07/19/86) 1299.9    (m)         4265.     (f) VERT ANG       
 GL1378
 GL1378.Superseded values are not recommended for survey control.
 GL1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1378.See file dsdata.txt to determine how the superseded data were derived.
 GL1378
 GL1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1402826966(NAD 83)
 GL1378_MARKER: DS = TRIANGULATION STATION DISK
 GL1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1378
 GL1378  HISTORY     - Date     Condition        Report By
 GL1378  HISTORY     - 1934     MONUMENTED       CGS
 GL1378  HISTORY     - 1953     GOOD             CGS
 GL1378
 GL1378                          STATION DESCRIPTION
 GL1378
 GL1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1378'THIS STATION IS ABOUT 17-1/2 MILES SE OF FELT, OKLAHOMA, AND
 GL1378'IS IN SEC. 52, BLOCK 19.  THE STATION IS ON LAND OWNED BY
 GL1378'A MR. JAMES AND IS ON THE HIGHEST PASTURE RIDGE IN THE VICINITY.
 GL1378'IT IS 448 FEET W OF A N-S SECTION LINE FENCE AND PROJECTS
 GL1378'4 INCHES.
 GL1378'
 GL1378'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GL1378'BRONZE DISKS SET IN CONCRETE.
 GL1378'
 GL1378'REFERENCE MARK NO. 1 IS ENE OF THE STATION, ONE FOOT W OF THE
 GL1378'N-S FENCE AND PROJECTS 3 INCHES.
 GL1378'
 GL1378'REFERENCE MARK NO. 2 IS SE OF THE STATION AND PROJECTS 3 INCHES.
 GL1378'
 GL1378'AZIMUTH MARK IS ABOUT 0.4 MILE SSE OF THE STATION, ONE FOOT
 GL1378'W OF THE N-S FENCE AND PROJECTS 4 INCHES.
 GL1378'
 GL1378'THE STATION IS REACHED FROM THE ROCK ISLAND RAILROAD ROUNDHOUSE
 GL1378'IN THE NE PART OF DALHART, BY GOING 0.3 MILE E.  TURN N ON
 GL1378'THE FELT ROAD AND GO 12.0 MILES.  TURN W AND GO 1.0 MILE.
 GL1378'TURN N AND GO 6.0 MILES.  TURN W AND GO 5.0 MILES.  TURN N
 GL1378'AND GO 1.6 MILES.  TURN OFF THE ROAD, PASS THROUGH A WIRE
 GL1378'GATE ON THE E SIDE OF THE ROAD AND FOLLOW TRAIL E 0.5 MILE
 GL1378'TO SOME RANCH BUILDINGS ON THE N SIDE OF THE TRAIL.  PASS
 GL1378'THROUGH A WIRE GATE SE OF THE BUILDINGS AND DRIVE N
 GL1378'NORTHEASTERLY ACROSS COUNTRY TO THE TOP OF THE HIGHEST RIDGE AND
 GL1378'THE STATION.
 GL1378'
 GL1378'A 35-FOOT TOWER WAS ERECTED.
 GL1378
 GL1378                          STATION RECOVERY (1953)
 GL1378
 GL1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1378'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GL1378'FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GL1378'
 GL1378'THE STATION IS LOCATED IN PASTURE LAND WHICH IS THE HIGHEST
 GL1378'POINT IN THE IMMEDIATE VICINITY.  IT IS LOCATED AIRLINE ABOUT
 GL1378'22 MILES NORTH-NORTHWEST OF DALHART AND ABOUT 24 MILES
 GL1378'WEST-NORTHWEST OF CONLEN.
 GL1378'
 GL1378'THE STATION IS A STANDARD DISK STAMPED SKELETON 1934 SET
 GL1378'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 GL1378'FLUSH WITH THE GROUND.
 GL1378'
 GL1378'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SKELETON
 GL1378'NO 1 1934 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GL1378'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 GL1378'18 INCHES LOWER THAN THE STATION.  IT IS LOCATED DIRECTLY
 GL1378'UNDER A NORTH-SOUTH FENCE LINE.
 GL1378'
 GL1378'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SKELETON
 GL1378'NO 2 1934 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GL1378'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT
 GL1378'2 FEET LOWER THAN THE STATION.  IT IS ABOUT 440 FEET WEST
 GL1378'OF A NORTH-SOUTH FENCE LINE.
 GL1378'
 GL1378'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 GL1378'SKELETON AZIMUTH 1934 SET IN TOP OF A 12-INCH SQUARE CONCRETE
 GL1378'MONUMENT WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 GL1378'IT IS 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 GL1378'
 GL1378'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST
 GL1378'ACROSS THE PASTURE LAND FOR 0.4 MILE TO A NORTH-SOUTH FENCE
 GL1378'LINE AND THE AZIMUTH MARK.
 GL1378'
 GL1378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 GL1378'STATE HIGHWAY 51 IN THE NORTH EDGE OF DALHART, GO NORTHERLY
 GL1378'ON STATE HIGHWAY 51 FOR 22.8 MILES TO A CROSS ROAD.  TURN
 GL1378'LEFT AND GO WEST ON THE GRADED DIRT ROAD FOR 5.0 MILES TO A
 GL1378'T-ROAD.  TURN LEFT AND GO SOUTH FOR 0.15 MILE TO A SIDE ROAD,
 GL1378'STRAIGHT AHEAD, AT A POINT WHERE THE MAIN FARM ROAD MAKES A
 GL1378'RIGHT ANGLE BEND.  CONTINUE STRAIGHT AHEAD, SOUTH, ON A
 GL1378'TRACK ROAD FOR 1.6 MILES TO A WIRE GATE.  PASS THROUGH THE
 GL1378'GATE AND CONTINUE SOUTH FOR 0.25 MILE TO AN EAST-WEST
 GL1378'FENCE LINE.  TURN LEFT AND GO EAST-SOUTHEASTERLY ACROSS
 GL1378'THE PASTURE LAND FOR 1.0 MILE TO THE HIGHEST POINT AND THE
 GL1378'STATION.
 GL1378'
 GL1378'NOTE--THE DISCREPANCY IN THE MEASUREMENTS WAS NOTED AND CHECKED
 GL1378'IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2158 ***********************************************************************
 AN2158  DESIGNATION -  SKELLY
 AN2158  PID         -  AN2158
 AN2158  STATE/COUNTY-  TX/BEE
 AN2158  USGS QUAD   -  TYNAN (1979)
 AN2158
 AN2158                         *CURRENT SURVEY CONTROL
 AN2158  ___________________________________________________________________
 AN2158* NAD 83(1993)-  28 12 33.86628(N)    097 48 07.59687(W)     ADJUSTED  
 AN2158* NAVD 88     -        64.6    (meters)     212.     (feet)  VERTCON   
 AN2158  ___________________________________________________________________
 AN2158  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AN2158  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN2158
 AN2158  HORZ ORDER  -  SECOND
 AN2158
 AN2158.The horizontal coordinates were established by classical geodetic methods
 AN2158.and adjusted by the National Geodetic Survey in February 1996..
 AN2158
 AN2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2158
 AN2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2158
 AN2158.The geoid height was determined by GEOID03.
 AN2158
 AN2158;                    North         East     Units Scale Factor Converg.
 AN2158;SPC TXSC     - 4,042,283.950   717,602.459   MT  1.00005446   +0 35 12.7
 AN2158;SPC TXSC     -13,262,059.93  2,354,334.07   sFT  1.00005446   +0 35 12.7
 AN2158;SPC TX S     - 5,281,925.386   368,520.235   MT  1.00011683   +0 19 00.6
 AN2158;SPC TX S     -17,329,116.87  1,209,053.47   sFT  1.00011683   +0 19 00.6
 AN2158;UTM  14      - 3,120,980.783   617,555.843   MT  0.99977056   +0 33 58.7
 AN2158
 AN2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2158!SPC TXSC     -   0.99999407  x   1.00005446  =   1.00004853
 AN2158!SPC TX S     -   0.99999407  x   1.00011683  =   1.00011090
 AN2158!UTM  14      -   0.99999407  x   0.99977056  =   0.99976463
 AN2158
 AN2158:                Primary Azimuth Mark                     Grid Az
 AN2158:SPC TXSC     -  SKIDMORE METHODIST CH SPIRE              066 41 24.5
 AN2158:SPC TX S     -  SKIDMORE METHODIST CH SPIRE              066 57 36.6
 AN2158:UTM  14      -  SKIDMORE METHODIST CH SPIRE              066 42 38.5
 AN2158
 AN2158|---------------------------------------------------------------------|
 AN2158| PID    Reference Object                     Distance      Geod. Az  |
 AN2158|                                                           dddmmss.s |
 AN2158| AN2137 SKIDMORE METHODIST CH SPIRE         APPROX.13.2 KM 0671637.2 |
 AN2158| AN2139 SKIDMORE BAPTIST CHURCH SPIRE       APPROX.13.2 KM 0680253.3 |
 AN2158| CV6347 SKELLY AZ MK                                       1755434.1 |
 AN2158| AN2162 MATHIS METHODIST CHURCH SPIRE       APPROX.13.0 KM 1920636.0 |
 AN2158| CV6349 SKELLY RM 2                         115.330 METERS 22120     |
 AN2158| CV6350 SKELLY RM 3                         211.501 METERS 31527     |
 AN2158| CV6348 SKELLY RM                            21.242 METERS 34551     |
 AN2158|---------------------------------------------------------------------|
 AN2158
 AN2158                          SUPERSEDED SURVEY CONTROL
 AN2158
 AN2158  NAD 83(1986)-  28 12 33.87323(N)    097 48 07.57798(W) AD(       ) 2
 AN2158  NAD 27      -  28 12 32.85100(N)    097 48 06.58300(W) AD(       ) 2
 AN2158  NGVD 29 (07/19/86)   64.6    (m)          212.     (f) VERT ANG       
 AN2158
 AN2158.Superseded values are not recommended for survey control.
 AN2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2158.See file dsdata.txt to determine how the superseded data were derived.
 AN2158
 AN2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1755620981(NAD 83)
 AN2158_MARKER: N = NAIL
 AN2158_SETTING: 0 = UNSPECIFIED SETTING
 AN2158
 AN2158  HISTORY     - Date     Condition        Report By
 AN2158  HISTORY     - 1904     MONUMENTED       CGS
 AN2158  HISTORY     - 1931     GOOD             CGS
 AN2158  HISTORY     - 1937     GOOD             TXHD
 AN2158  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AN2158
 AN2158                          STATION DESCRIPTION
 AN2158
 AN2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2158'STATION IS 9 MILES BY ROAD WSW OF SKIDMORE, 1/2 MILE S
 AN2158'OF J.M. SHELLYS RANCH HOUSE AND IN A PASTURE PURCHASED FROM
 AN2158'MR. SHELLY BY FRITZ BREMER.  THE STATION IS IN A SMALL INCLOSURE
 AN2158'IN WHICH STANDS A WINDMILL.  IT IS 52 METERS (171 FEET) NE
 AN2158'OF THE WINDMILL, 126 PACES NNW OF MR. BREMERS HOUSE, 4.62
 AN2158'METERS (15.2 FEET) W OF E FENCE OF LOT, AND 120 PACES E OF
 AN2158'THE GATE ON THE W SIDE OF THE LOT LEADING TO MR. SHELLYS HOUSE.
 AN2158'
 AN2158'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL
 AN2158'IN IRON PIPE SET IN CONCRETE.
 AN2158'
 AN2158'REFERENCE MARK IS 0.50 METER (1.6 FEET) W OF THE E FENCE OF
 AN2158'THE INCLOSURE, IS AT THE SAME ELEVATION AS THE STATION AND
 AN2158'21.242 METERS (69.69 FEET) FROM IT N 14 DEG 09 MIN W.
 AN2158'THE FOLLOWING DISTANCES AND AZIMUTHS ARE FROM THE
 AN2158'STATION--WINDMILL OF MRS. BROWN (WHO LIVES IN MR. SHELLYS HOUSE),
 AN2158'1/4 MILE, 170 DEG 23 MIN 30 SEC.  CHIMNEY ON FRITZ BREMERS
 AN2158'HOUSE, 126 PACES, 338 DEG 16 MIN.  MATHIS METHODIST CHURCH,
 AN2158'SPIRE, 8 MILES, 12 DEG 06 MIN 36 SEC.
 AN2158
 AN2158                          STATION RECOVERY (1931)
 AN2158
 AN2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AN2158'IN 1931 STATION WAS
 AN2158'RECOVERED AND FURTHER DESCRIBED AS BEING IN A COTTON FIELD,
 AN2158'7 MILES NNE OF MATHIS, NEAR NW CORNER OF FRITZ BREMERS FARM,
 AN2158'ABOUT 3,000 FEET N ALONG ROAD FROM CATHOLIC CHURCH 329 FEET
 AN2158'E OF CENTER LINE OF ROAD, AND 918 FEET S OF N FENCE LINE
 AN2158'OF FRITZ BREMERS FARM.  ELEVATION OF STATION, 64.6 METERS
 AN2158'(212 FEET).
 AN2158
 AN2158                          STATION RECOVERY (1937)
 AN2158
 AN2158'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2158'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 AN2158'LOOSENED BY PLOWS.
 AN2158
 AN2158                          STATION RECOVERY (1953)
 AN2158
 AN2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2158'THE STATION MARK WAS RECOVERED AS DESCRIBED, BUT THE MARK
 AN2158'WAS LOWERED BY THIS PARTY TO GET IT BELOW THE PLOW SURFACE.
 AN2158'TWO REFERENCE MARKS AND AN AZIMUTH MARK WAS SET BY THIS
 AN2158'PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AN2158'
 AN2158'THE STATION IS LOCATED ABOUT 9 MILES WEST-SOUTHWEST OF SKIDMORE,
 AN2158'300 FEET EAST OF A DIRT ROAD, 100 FEET NORTH OF A CONCRETE
 AN2158'WATER TANK AND IN A CULTIVATED FIELD.
 AN2158'
 AN2158'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AN2158'AND FARM ROAD 796 AT THE NORTHERN EDGE OF TYNAN.  GO NORTHWESTERLY
 AN2158'ON FARM ROAD 796 FOR 2.7 MILES TO THE JUNCTION OF FARM ROAD
 AN2158'888.  CONTINUE NORTHWESTERLY ON FARM ROAD 796 FOR 0.8 MILE
 AN2158'TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.05 MILE TO THE
 AN2158'AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE ROAD.  CONTINUE
 AN2158'NORTH FOR 0.55 MILE TO THE STATION ON THE RIGHT, EAST SIDE OF
 AN2158'THE ROAD IN A CULTIVATED FIELD.
 AN2158'
 AN2158'THE STATION MARK, STAMPED SKELLY 1904 1953, IS A STANDARD
 AN2158'DISK SET IN THE TOP OF A CONCRETE POST THAT IS 2 FEET BELOW
 AN2158'THE SURFACE OF THE GROUND.
 AN2158'
 AN2158'REFERENCE MARK NO. 2, STAMPED SKELLY NO 2 1904 1953, IS A
 AN2158'STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 AN2158'4 INCHES.  IT IS 25 FEET EAST OF THE CENTER OF A DIRT ROAD
 AN2158'AND 1 FOOT NORTH OF A POWER LINE POLE.
 AN2158'
 AN2158'REFERENCE MARK NO. 3, STAMPED SKELLY NO 3 1904 1953, IS
 AN2158'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 AN2158'5 INCHES.  IT IS 46 FEET WEST OF A DIRT ROAD, 9 FEET WEST
 AN2158'OF A DRIVEWAY, AND 1 FOOT SOUTH OF A FENCE LINE.
 AN2158'
 AN2158'THE AZIMUTH MARK, STAMPED SKELLY 1904 1953, IS A STANDARD
 AN2158'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
 AN2158'IT IS 150 FEET NORTH OF THE CENTER LINE OF FARM ROAD 796,
 AN2158'25 FEET EAST OF THE CENTER OF A DIRT ROAD, 5 FEET NORTH OF A
 AN2158'WITNESS POST, AND 1 FOOT NORTH OF POWER LINE POLE NO. 14F77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1633 ***********************************************************************
 FL1633  DESIGNATION -  SKELLY
 FL1633  PID         -  FL1633
 FL1633  STATE/COUNTY-  TX/CARSON
 FL1633  USGS QUAD   -  SKELLYTOWN (1978)
 FL1633
 FL1633                         *CURRENT SURVEY CONTROL
 FL1633  ___________________________________________________________________
 FL1633* NAD 83(1993)-  35 35 16.79208(N)    101 10 34.40328(W)     ADJUSTED  
 FL1633* NAVD 88     -      1002.     (meters)    3287.     (feet)  SCALED    
 FL1633  ___________________________________________________________________
 FL1633  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 FL1633  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 FL1633
 FL1633  HORZ ORDER  -  FIRST
 FL1633
 FL1633.The horizontal coordinates were established by classical geodetic methods
 FL1633.and adjusted by the National Geodetic Survey in February 1996..
 FL1633
 FL1633.The orthometric height was scaled from a topographic map.
 FL1633
 FL1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1633
 FL1633.The geoid height was determined by GEOID03.
 FL1633
 FL1633;                    North         East     Units Scale Factor Converg.
 FL1633;SPC TX N     - 1,176,215.732   229,341.466   MT  0.99991527   +0 11 15.5
 FL1633;SPC TX N     - 3,858,967.78    752,431.13   sFT  0.99991527   +0 11 15.5
 FL1633;UTM  14      - 3,940,432.664   302,831.641   MT  1.00007908   -1 16 00.7
 FL1633
 FL1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1633!SPC TX N     -   0.99984686  x   0.99991527  =   0.99976215
 FL1633!UTM  14      -   0.99984686  x   1.00007908  =   0.99992593
 FL1633
 FL1633|---------------------------------------------------------------------|
 FL1633| PID    Reference Object                     Distance      Geod. Az  |
 FL1633|                                                           dddmmss.s |
 FL1633| CJ8503 SKELLY RM 1                          43.678 METERS 09649     |
 FL1633| FL1634 SKELLYTOWN COMMUNITY CH BELFRY      APPROX. 1.9 KM 1691632.5 |
 FL1633| FL1635 SKELLYTOWN N NATURAL GAS MAST       APPROX. 0.9 KM 1882213.4 |
 FL1633| CJ8502 SKELLY AZ MK                                       3005935.0 |
 FL1633| CJ8504 SKELLY RM 2                          27.072 METERS 32328     |
 FL1633|---------------------------------------------------------------------|
 FL1633
 FL1633                          SUPERSEDED SURVEY CONTROL
 FL1633
 FL1633  NAD 83(1993)-  35 35 16.79366(N)    101 10 34.40134(W) AD(       ) 1
 FL1633  NAD 83(1986)-  35 35 16.79860(N)    101 10 34.39271(W) AD(       ) 1
 FL1633  NAD 27      -  35 35 16.63900(N)    101 10 32.82700(W) AD(       ) 1
 FL1633
 FL1633.Superseded values are not recommended for survey control.
 FL1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1633.See file dsdata.txt to determine how the superseded data were derived.
 FL1633
 FL1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0283240433(NAD 83)
 FL1633_MARKER: DS = TRIANGULATION STATION DISK
 FL1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1633
 FL1633  HISTORY     - Date     Condition        Report By
 FL1633  HISTORY     - 1951     MONUMENTED       CGS
 FL1633  HISTORY     - 1956     GOOD             CGS
 FL1633
 FL1633                          STATION DESCRIPTION
 FL1633
 FL1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1633'STATION IS LOCATED, AIRLINE, ABOUT 1-1/4 MILES NORTH NORTHWEST
 FL1633'OF SKELLYTOWN, 1 MILE NORTHEAST OF STATE HIGHWAY 152 AND 1/2
 FL1633'MILE EAST OF A PAVED ROAD.  THE LAND IS LEASED BY THE SHELL
 FL1633'OIL CO.
 FL1633'
 FL1633'STATION MARK, STAMPED SKELLY 1951, IS A STANDARD DISK SET IN
 FL1633'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 FL1633'INCHES.  IT IS 40 FEET NORTHWEST OF THE CENTER OF THE CROSSROADS.
 FL1633'
 FL1633'REFERENCE MARK NUMBER 1, STAMPED SKELLY NO 1 1951, IS A STANDARD
 FL1633'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1633'PROJECTS 4 INCHES AND IS 3 FEET LOWER IN ELEVATION THAN THE
 FL1633'STATION.  IT IS 18 INCHES WEST OF A TELEPHONE POLE AND 27 FEET
 FL1633'NORTH OF THE CENTERLINE OF A DIRT ROAD.
 FL1633'
 FL1633'REFERENCE MARK NUMBER 2, STAMPED SKELLY NO 2 1951, IS A STANDARD
 FL1633'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1633'PROJECTS 5 INCHES AND IS 2 FEET LOWER IN ELEVATION THAN THE
 FL1633'STATION.  IT IS 1 FOOT SOUTH OF A POWERLINE POLE.
 FL1633'
 FL1633'AZIMUTH MARK, STAMPED SKELLY 1951, IS A STANDARD DISK SET IN
 FL1633'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 FL1633'INCHES.  TO REACH FROM THE STATION, GO WEST ON THE DIRT ROAD
 FL1633'FOR 0.5 MILE.  TURN RIGHT, NORTH, ON PAVED ROAD, AND GO 0.3
 FL1633'MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF THE ROAD.
 FL1633'IT IS 40 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 4
 FL1633'FEET HIGHER THAN THE ROAD, AND 14 INCHES WEST OF THE FENCE
 FL1633'LINE.
 FL1633'
 FL1633'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 FL1633'IN SKELLYTOWN, GO NORTH FOR 0.2 MILE.  TURN LEFT, WEST, AND GO
 FL1633'0.8 MILE TO DIAGONAL CROSSROADS AND A PAVED ROAD GOING NORTH.
 FL1633'TURN RIGHT, NORTH, ON THE PAVED ROAD AND GO 0.8 MILE TO A
 FL1633'CATTLE GUARD ON THE RIGHT.  TURN RIGHT, CROSS CATTLE GUARD,
 FL1633'AND GO EAST FOR 0.5 MILE TO THE CREST OF THE HILL AND THE
 FL1633'STATION IN THE NORTHWEST ANGLE OF THE CROSSROADS.
 FL1633'
 FL1633'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 FL1633
 FL1633                          STATION RECOVERY (1956)
 FL1633
 FL1633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1633'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FL1633'AS DESCRIBED.
 FL1633'
 FL1633'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.  DIRECTIONS
 FL1633'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1634 ***********************************************************************
 FL1634  DESIGNATION -  SKELLYTOWN COMMUNITY CH BELFRY
 FL1634  PID         -  FL1634
 FL1634  STATE/COUNTY-  TX/CARSON
 FL1634  USGS QUAD   -  SKELLYTOWN (1978)
 FL1634
 FL1634                         *CURRENT SURVEY CONTROL
 FL1634  ___________________________________________________________________
 FL1634* NAD 83(1993)-  35 34 15.39461(N)    101 10 20.17095(W)     ADJUSTED  
 FL1634* NAVD 88     -                                                        
 FL1634  ___________________________________________________________________
 FL1634  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 FL1634  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 FL1634
 FL1634  HORZ ORDER  -  THIRD
 FL1634
 FL1634.The horizontal coordinates were established by classical geodetic methods
 FL1634.and adjusted by the National Geodetic Survey in February 1996..
 FL1634
 FL1634
 FL1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1634
 FL1634.The geoid height was determined by GEOID03.
 FL1634
 FL1634;                    North         East     Units Scale Factor Converg.
 FL1634;SPC TX N     - 1,174,324.827   229,706.006   MT  0.99991443   +0 11 23.8
 FL1634;SPC TX N     - 3,852,764.04    753,627.12   sFT  0.99991443   +0 11 23.8
 FL1634;UTM  14      - 3,938,532.806   303,148.127   MT  1.00007755   -1 15 50.5
 FL1634
 FL1634                          SUPERSEDED SURVEY CONTROL
 FL1634
 FL1634  NAD 83(1993)-  35 34 15.39613(N)    101 10 20.16902(W) AD(       ) 4
 FL1634  NAD 83(1986)-  35 34 15.40193(N)    101 10 20.16071(W) AD(       ) 4
 FL1634  NAD 27      -  35 34 15.24300(N)    101 10 18.59600(W) AD(       ) 3
 FL1634
 FL1634.Superseded values are not recommended for survey control.
 FL1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1634.See file dsdata.txt to determine how the superseded data were derived.
 FL1634
 FL1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0314838533(NAD 83)
 FL1634_MARKER: 75 = BELFRY
 FL1634
 FL1634  HISTORY     - Date     Condition        Report By
 FL1634  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1634
 FL1634                          STATION DESCRIPTION
 FL1634
 FL1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1634'THE STATION IS LOCATED ABOUT 0.1 MILE SOUTHWEST OF THE CENTER
 FL1634'OF SKELLYTOWN AND 100 FEET SOUTHEAST OF THE INTERSECTION OF
 FL1634'TWO STREETS.  IT IS A WOODEN BUILDING WITH A GREEN SHINGLED
 FL1634'ROOF.  THE POINT INTERSECTED WAS THE CENTER AND TOP OF THE BELFRY
 FL1634'WHICH IS 35 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1635 ***********************************************************************
 FL1635  DESIGNATION -  SKELLYTOWN N NATURAL GAS MAST
 FL1635  PID         -  FL1635
 FL1635  STATE/COUNTY-  TX/CARSON
 FL1635  USGS QUAD   -  SKELLYTOWN (1978)
 FL1635
 FL1635                         *CURRENT SURVEY CONTROL
 FL1635  ___________________________________________________________________
 FL1635* NAD 83(1993)-  35 34 48.42851(N)    101 10 39.51192(W)     ADJUSTED  
 FL1635* NAVD 88     -                                                        
 FL1635  ___________________________________________________________________
 FL1635  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FL1635  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 FL1635
 FL1635  HORZ ORDER  -  THIRD
 FL1635
 FL1635.The horizontal coordinates were established by classical geodetic methods
 FL1635.and adjusted by the National Geodetic Survey in February 1996..
 FL1635
 FL1635
 FL1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1635
 FL1635.The geoid height was determined by GEOID03.
 FL1635
 FL1635;                    North         East     Units Scale Factor Converg.
 FL1635;SPC TX N     - 1,175,341.231   229,215.717   MT  0.99991487   +0 11 12.5
 FL1635;SPC TX N     - 3,856,098.69    752,018.56   sFT  0.99991487   +0 11 12.5
 FL1635;UTM  14      - 3,939,561.493   302,683.712   MT  1.00007980   -1 16 02.8
 FL1635
 FL1635                          SUPERSEDED SURVEY CONTROL
 FL1635
 FL1635  NAD 83(1993)-  35 34 48.43006(N)    101 10 39.50999(W) AD(       ) 4
 FL1635  NAD 83(1986)-  35 34 48.43581(N)    101 10 39.50165(W) AD(       ) 4
 FL1635  NAD 27      -  35 34 48.27700(N)    101 10 37.93600(W) AD(       ) 3
 FL1635
 FL1635.Superseded values are not recommended for survey control.
 FL1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1635.See file dsdata.txt to determine how the superseded data were derived.
 FL1635
 FL1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0268439561(NAD 83)
 FL1635_MARKER: 42 = RADIO/TV MAST
 FL1635
 FL1635  HISTORY     - Date     Condition        Report By
 FL1635  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1635
 FL1635                          STATION DESCRIPTION
 FL1635
 FL1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1635'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH-NORTHWEST OF THE
 FL1635'CENTER OF SKELLYTOWN AT A PUMPING STATION OF THE NORTHERN
 FL1635'NATURAL GAS COMPANY.  IT IS 300 FEET HIGH AND 50 FEET EAST OF
 FL1635'THE EAST END OF THE PUMPING STATION BUILDING.  THE POINT
 FL1635'INTERSECTED WAS THE RED LIGHT ON THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0819 ***********************************************************************
 CC0819  DESIGNATION -  SKELTON
 CC0819  PID         -  CC0819
 CC0819  STATE/COUNTY-  TX/LOVING
 CC0819  USGS QUAD   -  LINDLEY RANCH (1961)
 CC0819
 CC0819                         *CURRENT SURVEY CONTROL
 CC0819  ___________________________________________________________________
 CC0819* NAD 83(1993)-  31 50 15.03490(N)    103 39 42.75081(W)     ADJUSTED  
 CC0819* NAVD 88     -       898.7    (meters)    2948.     (feet)  VERTCON   
 CC0819  ___________________________________________________________________
 CC0819  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 CC0819  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CC0819
 CC0819  HORZ ORDER  -  SECOND
 CC0819
 CC0819.The horizontal coordinates were established by classical geodetic methods
 CC0819.and adjusted by the National Geodetic Survey in February 1996..
 CC0819
 CC0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0819
 CC0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0819
 CC0819.The geoid height was determined by GEOID03.
 CC0819
 CC0819;                    North         East     Units Scale Factor Converg.
 CC0819;SPC TX C     - 3,245,372.651   384,972.988   MT  0.99998801   -1 42 51.8
 CC0819;SPC TX C     -10,647,526.77  1,263,032.21   sFT  0.99998801   -1 42 51.8
 CC0819;UTM  13      - 3,523,205.162   626,620.576   MT  0.99979773   +0 42 21.5
 CC0819
 CC0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0819!SPC TX C     -   0.99986294  x   0.99998801  =   0.99985095
 CC0819!UTM  13      -   0.99986294  x   0.99979773  =   0.99966069
 CC0819
 CC0819|---------------------------------------------------------------------|
 CC0819| PID    Reference Object                     Distance      Geod. Az  |
 CC0819|                                                           dddmmss.s |
 CC0819| CI0506 SKELTON RM 2                         23.404 METERS 03707     |
 CC0819| CI0505 SKELTON RM 1                         25.304 METERS 30731     |
 CC0819| CC0822 PUMP                                APPROX. 6.8 KM 3584722.5 |
 CC0819|---------------------------------------------------------------------|
 CC0819
 CC0819                          SUPERSEDED SURVEY CONTROL
 CC0819
 CC0819  NAD 83(1993)-  31 50 15.03595(N)    103 39 42.74862(W) AD(       ) 2
 CC0819  NAD 83(1986)-  31 50 15.03588(N)    103 39 42.74831(W) AD(       ) 2
 CC0819  NAD 27      -  31 50 14.57623(N)    103 39 41.07537(W) AD(       ) 2
 CC0819  NGVD 29 (07/19/86)  898.2    (m)         2947.     (f) VERT ANG       
 CC0819
 CC0819.Superseded values are not recommended for survey control.
 CC0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0819.See file dsdata.txt to determine how the superseded data were derived.
 CC0819
 CC0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR2662123205(NAD 83)
 CC0819_MARKER: DD = SURVEY DISK
 CC0819_SETTING: 80 = SET IN A BOULDER
 CC0819_SP_SET: IN 14-INCH ROCK
 CC0819
 CC0819  HISTORY     - Date     Condition        Report By
 CC0819  HISTORY     - 1969     MONUMENTED       USGS
 CC0819
 CC0819                          STATION DESCRIPTION
 CC0819
 CC0819'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (HH)
 CC0819'STATION IS LOCATED NORTH 22 DEG WEST ABOUT 10 MILES AIRLINE FROM
 CC0819'MENTONE, AND NORTH 87 DEG EAST ABOUT 15 MILES AIRLINE FROM ORLA.
 CC0819'ON A TOP.  THE STATION IS 11 FEET NORTHEAST OF A USGS WITNESS
 CC0819'SIGN MOUNTED ON A METAL POST.
 CC0819'
 CC0819'TO REACH FROM THE COURTHOUSE IN MENTONE, TAKE ROAD ON NORTH SIDE
 CC0819'OF COURTHOUSE, NORTHWEST, KEEPING ON MAIN ROAD FOR 9.2 MILES
 CC0819'TO A T-ROAD WEST.  TAKE T-ROAD WEST FOR 1.8 MILES TO T-ROAD
 CC0819'NORTH, THENCE NORTH ON T-ROAD FOR 0.1 MILE TO CROSS ROAD, THENCE
 CC0819'RIGHT (EAST-NORTHEAST) FOR 0.35 MILE TO ROAD FORK, THENCE LEFT
 CC0819'FOR 0.15 MILE TO TOP OF HILL AND STATION SITE.
 CC0819'
 CC0819'STATION MARK--A USGS ALUMINUM TABLET CEMENTED IN A 14 INCH ROCK.
 CC0819'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED SKELTON ET 1960,
 CC0819'1969.
 CC0819'
 CC0819'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CEMENTED
 CC0819'IN ROCK.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED SKELTON
 CC0819'ET NO. 1 1960, 1969.
 CC0819'
 CC0819'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CC0819'CEMENTED IN ROCK.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CC0819'SKELTON ET NO. 2 1960, 1969.
 CC0819'
 CC0819'STATION LINE ET 1960, 1969 IS VISIBLE FROM GROUND AT THIS STATION
 CC0819'AND WILL SERVE AS AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2155 ***********************************************************************
 AN2155  CBN         -  This is a Cooperative Base Network Control Station.
 AN2155  DESIGNATION -  SKID
 AN2155  PID         -  AN2155
 AN2155  STATE/COUNTY-  TX/BEE
 AN2155  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN2155
 AN2155                         *CURRENT SURVEY CONTROL
 AN2155  ___________________________________________________________________
 AN2155* NAD 83(1993)-  28 12 31.13075(N)    097 38 17.66936(W)     ADJUSTED  
 AN2155* NAVD 88     -        34.9    (meters)     115.     (feet)  GPS OBS   
 AN2155  ___________________________________________________________________
 AN2155  X           -    -747,641.375 (meters)                     COMP
 AN2155  Y           -  -5,574,925.414 (meters)                     COMP
 AN2155  Z           -   2,996,905.182 (meters)                     COMP
 AN2155  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AN2155  ELLIP HEIGHT-           7.87  (meters)          (10/24/00) GPS OBS
 AN2155  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN2155
 AN2155  HORZ ORDER  -  B
 AN2155  ELLP ORDER  -  FOURTH    CLASS II
 AN2155
 AN2155.The horizontal coordinates were established by GPS observations
 AN2155.and adjusted by the National Geodetic Survey in May 1994..
 AN2155
 AN2155.The orthometric height was determined by GPS observations and a
 AN2155.high-resolution geoid model.
 AN2155
 AN2155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2155
 AN2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2155
 AN2155.The ellipsoidal height was determined by GPS observations
 AN2155.and is referenced to NAD 83.
 AN2155
 AN2155.The geoid height was determined by GEOID03.
 AN2155
 AN2155;                    North         East     Units Scale Factor Converg.
 AN2155;SPC TXSC     - 4,042,375.792   733,690.521   MT  1.00005472   +0 40 01.7
 AN2155;SPC TXSC     -13,262,361.24  2,407,116.32   sFT  1.00005472   +0 40 01.7
 AN2155;SPC TX S     - 5,281,940.585   384,609.551   MT  1.00011655   +0 23 28.5
 AN2155;SPC TX S     -17,329,166.74  1,261,839.84   sFT  1.00011655   +0 23 28.5
 AN2155;UTM  14      - 3,121,066.436   633,639.762   MT  0.99982042   +0 38 37.6
 AN2155
 AN2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2155!SPC TXSC     -   0.99999876  x   1.00005472  =   1.00005348
 AN2155!SPC TX S     -   0.99999876  x   1.00011655  =   1.00011531
 AN2155!UTM  14      -   0.99999876  x   0.99982042  =   0.99981918
 AN2155
 AN2155|---------------------------------------------------------------------|
 AN2155| PID    Reference Object                     Distance      Geod. Az  |
 AN2155|                                                           dddmmss.s |
 AN2155| CV6352 SKID RM 2                            31.483 METERS 03734     |
 AN2155| CV6351 SKID RM 1                            30.398 METERS 14153     |
 AN2155| AN1494 Q 863                                              3202254.9 |
 AN2155|---------------------------------------------------------------------|
 AN2155
 AN2155                          SUPERSEDED SURVEY CONTROL
 AN2155
 AN2155  ELLIP H (05/09/94)    8.03   (m)                       GP(       ) 4 2
 AN2155  NAD 83(1986)-  28 12 31.13826(N)    097 38 17.65125(W) AD(       ) 1
 AN2155  NAD 27      -  28 12 30.11500(N)    097 38 16.66500(W) AD(       ) 1
 AN2155
 AN2155.Superseded values are not recommended for survey control.
 AN2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2155.See file dsdata.txt to determine how the superseded data were derived.
 AN2155
 AN2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3364021066(NAD 83)
 AN2155_MARKER: DD = SURVEY DISK
 AN2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2155_SP_SET: CONCRETE POST
 AN2155_STAMPING: SKID 1952
 AN2155_MARK LOGO: CGS   
 AN2155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2155+STABILITY: SURFACE MOTION
 AN2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2155+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1993
 AN2155
 AN2155  HISTORY     - Date     Condition        Report By
 AN2155  HISTORY     - 1952     MONUMENTED       CGS
 AN2155  HISTORY     - 1953     GOOD             CGS
 AN2155  HISTORY     - 19930221 GOOD             NGS
 AN2155
 AN2155                          STATION DESCRIPTION
 AN2155
 AN2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2155'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF SKIDMORE
 AN2155'ON THE RIGHT OF WAY OF U.S. HIGHWAY 181.
 AN2155'
 AN2155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AN2155'181 AND 59 IN SKIDMORE, GO SOUTHEAST ON U.S. HIGHWAY 181
 AN2155'FOR 3.8 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 AN2155'BELOW.  CONTINUE SOUTHEAST ON THE HIGHWAY 0.5 MILE TO THE
 AN2155'STATION ON THE RIGHT.
 AN2155'
 AN2155'THE STATION MARK IS STAMPED SKID 1952.  IT IS A STANDARD
 AN2155'DISK SET IN A CONCRETE MONUMENT THAT IS SET 5 INCHES BELOW
 AN2155'THE GROUND LEVEL.  IT IS 58 FEET SOUTHWEST OF THE CENTER
 AN2155'LINE OF U.S. HIGHWAY 181 AND 6 FEET EAST OF A WHITE WITNESS
 AN2155'POST.
 AN2155'
 AN2155'REFERENCE MARK 1 IS STAMPED SKID NO 1 1952.  IT IS A STANDARD
 AN2155'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 AN2155'IS 60 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 AN2155'181 AND 2 FEET SOUTHEAST OF A WIRE FENCE.
 AN2155'
 AN2155'REFERENCE MARK 2 IS STAMPED SKID NO 2 1952.  IT IS A STANDARD
 AN2155'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 AN2155'IS 45 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 AN2155'181, 36 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 AN2155'TRACKS AND 3 FEET SOUTH OF TELEPHONE POLE NUMBER 2J1A80.
 AN2155'
 AN2155'BENCH MARK Q 863 WHICH IS THE AZIMUTH MARK IS STAMPED Q 863
 AN2155'1943.  IT IS A STANDARD BENCH MARK DISK SET IN A CONCRETE
 AN2155'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 37 FEET NORTHEAST OF
 AN2155'THE CENTER LINE OF U.S. HIGHWAY 181, 36 FEET SOUTHWEST OF
 AN2155'THE SOUTHWEST RAIL OF THE RAILROAD TRACKS AND 36 FEET NORTHWEST
 AN2155'OF TELEPHONE POLE NUMBER 2J1A70.
 AN2155'
 AN2155'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2155
 AN2155                          STATION RECOVERY (1993)
 AN2155
 AN2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AN2155'STATION IS LOCATED ABOUT 38 KM (23.60 MI) NORTH-NORTHWEST OF CORPUS
 AN2155'CHRISTI, 19 KM (11.80 MI) NORTHEAST OF INTERSTATE HIGHWAY 37, 6 KM
 AN2155'(3.70 MI) SOUTHEAST OF SKIDMORE, IN A FLAT GRASSY AREA IN THE
 AN2155'SOUTHWEST RIGHT-OF-WAY OF HIGHWAY 181.  OWNERSHIP--TEXAS DEPARTMENT
 AN2155'OF TRANSPORTATION.
 AN2155'TO REACH FROM THE V-JUNCTION OF U.S. HIGHWAY 181 AND STATE HIGHWAY 359
 AN2155'ON THE SOUTH SIDE OF SKIDMORE, GO SOUTHEAST ON HIGHWAY 181 FOR 2.05
 AN2155'KM (1.25 MI) TO A PAVED ROAD ON THE RIGHT.  CONTINUE SOUTHEAST ON
 AN2155'HIGHWAY 181 FOR 4.64 KM (2.90 MI) TO THE STATION ON THE RIGHT ABOUT
 AN2155'30 M (98.4 FT) BEFORE A GRAVEL DRIVEWAY ON THE LEFT.
 AN2155'STATION IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST THAT IS 10 CM
 AN2155'BELOW GROUND.  IT IS 17.9 M (58.7 FT) SOUTHWEST FROM THE CENTER OF,
 AN2155'AND ABOUT LEVEL WITH HIGHWAY 181, AND 2.70 M (8.86 FT) NORTHEAST FROM
 AN2155'A STEEL WITNESS POST IN A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2139 ***********************************************************************
 AN2139  DESIGNATION -  SKIDMORE BAPTIST CHURCH SPIRE
 AN2139  PID         -  AN2139
 AN2139  STATE/COUNTY-  TX/BEE
 AN2139  USGS QUAD   -  SKIDMORE (1979)
 AN2139
 AN2139                         *CURRENT SURVEY CONTROL
 AN2139  ___________________________________________________________________
 AN2139* NAD 83(1993)-  28 15 13.36451(N)    097 40 40.11303(W)     ADJUSTED  
 AN2139* NAVD 88     -                                                        
 AN2139  ___________________________________________________________________
 AN2139  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AN2139  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN2139
 AN2139  HORZ ORDER  -  THIRD
 AN2139
 AN2139.The horizontal coordinates were established by classical geodetic methods
 AN2139.and adjusted by the National Geodetic Survey in February 1996..
 AN2139
 AN2139
 AN2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2139
 AN2139.The geoid height was determined by GEOID03.
 AN2139
 AN2139;                    North         East     Units Scale Factor Converg.
 AN2139;SPC TXSC     - 4,047,325.374   729,749.671   MT  1.00003973   +0 38 51.9
 AN2139;SPC TXSC     -13,278,600.00  2,394,187.05   sFT  1.00003973   +0 38 51.9
 AN2139;SPC TX S     - 5,286,909.424   380,692.214   MT  1.00013345   +0 22 23.8
 AN2139;SPC TX S     -17,345,468.67  1,248,987.71   sFT  1.00013345   +0 22 23.8
 AN2139;UTM  14      - 3,126,016.416   629,701.780   MT  0.99980762   +0 37 33.5
 AN2139
 AN2139                          SUPERSEDED SURVEY CONTROL
 AN2139
 AN2139  NAD 83(1986)-  28 15 13.37181(N)    097 40 40.09467(W) AD(       ) 4
 AN2139  NAD 27      -  28 15 12.35500(N)    097 40 39.11000(W) AD(       ) 3
 AN2139
 AN2139.Superseded values are not recommended for survey control.
 AN2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2139.See file dsdata.txt to determine how the superseded data were derived.
 AN2139
 AN2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2970226016(NAD 83)
 AN2139_MARKER: 90 = CHURCH SPIRE
 AN2139
 AN2139  HISTORY     - Date     Condition        Report By
 AN2139  HISTORY     - 1904     FIRST OBSERVED   CGS
 AN2139
 AN2139                          STATION DESCRIPTION
 AN2139
 AN2139'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2137 ***********************************************************************
 AN2137  DESIGNATION -  SKIDMORE METHODIST CH SPIRE
 AN2137  PID         -  AN2137
 AN2137  STATE/COUNTY-  TX/BEE
 AN2137  USGS QUAD   -  SKIDMORE (1979)
 AN2137
 AN2137                         *CURRENT SURVEY CONTROL
 AN2137  ___________________________________________________________________
 AN2137* NAD 83(1993)-  28 15 19.33155(N)    097 40 40.82615(W)     ADJUSTED  
 AN2137* NAVD 88     -                                                        
 AN2137  ___________________________________________________________________
 AN2137  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AN2137  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN2137
 AN2137  HORZ ORDER  -  THIRD
 AN2137
 AN2137.The horizontal coordinates were established by classical geodetic methods
 AN2137.and adjusted by the National Geodetic Survey in February 1996..
 AN2137
 AN2137
 AN2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2137
 AN2137.The geoid height was determined by GEOID03.
 AN2137
 AN2137;                    North         East     Units Scale Factor Converg.
 AN2137;SPC TXSC     - 4,047,508.841   729,728.156   MT  1.00003919   +0 38 51.6
 AN2137;SPC TXSC     -13,279,201.92  2,394,116.46   sFT  1.00003919   +0 38 51.6
 AN2137;SPC TX S     - 5,287,093.010   380,671.577   MT  1.00013408   +0 22 23.5
 AN2137;SPC TX S     -17,346,070.98  1,248,920.00   sFT  1.00013408   +0 22 23.5
 AN2137;UTM  14      - 3,126,199.848   629,680.340   MT  0.99980755   +0 37 33.3
 AN2137
 AN2137                          SUPERSEDED SURVEY CONTROL
 AN2137
 AN2137  NAD 83(1986)-  28 15 19.33884(N)    097 40 40.80778(W) AD(       ) 4
 AN2137  NAD 27      -  28 15 18.32300(N)    097 40 39.82200(W) AD(       ) 3
 AN2137
 AN2137.Superseded values are not recommended for survey control.
 AN2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2137.See file dsdata.txt to determine how the superseded data were derived.
 AN2137
 AN2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2968026200(NAD 83)
 AN2137_MARKER: 90 = CHURCH SPIRE
 AN2137
 AN2137  HISTORY     - Date     Condition        Report By
 AN2137  HISTORY     - 1904     FIRST OBSERVED   CGS
 AN2137
 AN2137                          STATION DESCRIPTION
 AN2137
 AN2137'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1130 ***********************************************************************
 AH1130  DESIGNATION -  SKIFF 1934
 AH1130  PID         -  AH1130
 AH1130  STATE/COUNTY-  TX/ARANSAS
 AH1130  USGS QUAD   -  ESTES (1975)
 AH1130
 AH1130                         *CURRENT SURVEY CONTROL
 AH1130  ___________________________________________________________________
 AH1130* NAD 83(1993)-  27 55 59.87511(N)    097 02 36.48981(W)     ADJUSTED  
 AH1130* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1130  ___________________________________________________________________
 AH1130  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH1130  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH1130
 AH1130  HORZ ORDER  -  THIRD
 AH1130
 AH1130.The horizontal coordinates were established by classical geodetic methods
 AH1130.and adjusted by the National Geodetic Survey in February 1996..
 AH1130
 AH1130.The orthometric height was scaled from a topographic map.
 AH1130
 AH1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1130
 AH1130.The geoid height was determined by GEOID03.
 AH1130
 AH1130;                    North         East     Units Scale Factor Converg.
 AH1130;SPC TXSC     - 4,012,690.907   792,588.118   MT  1.00015956   +0 57 30.7
 AH1130;SPC TXSC     -13,164,970.08  2,600,349.52   sFT  1.00015956   +0 57 30.7
 AH1130;SPC TX S     - 5,251,962.535   443,355.856   MT  1.00002683   +0 39 40.6
 AH1130;SPC TX S     -17,230,813.75  1,454,576.67   sFT  1.00002683   +0 39 40.6
 AH1130;UTM  14      - 3,091,353.676   692,510.495   MT  1.00005744   +0 55 00.5
 AH1130
 AH1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1130!SPC TXSC     -   1.00000404  x   1.00015956  =   1.00016360
 AH1130!SPC TX S     -   1.00000404  x   1.00002683  =   1.00003087
 AH1130!UTM  14      -   1.00000404  x   1.00005744  =   1.00006148
 AH1130
 AH1130:                Primary Azimuth Mark                     Grid Az
 AH1130:SPC TXSC     -  ARANSAS BAY LIGHT 147                    180 16 05.7
 AH1130:SPC TX S     -  ARANSAS BAY LIGHT 147                    180 33 55.8
 AH1130:UTM  14      -  ARANSAS BAY LIGHT 147                    180 18 35.9
 AH1130
 AH1130|---------------------------------------------------------------------|
 AH1130| PID    Reference Object                     Distance      Geod. Az  |
 AH1130|                                                           dddmmss.s |
 AH1130| AH1125 ARANSAS BAY LIGHT 147               APPROX. 6.1 KM 1811336.4 |
 AH1130| AH1152 CORPUS CHRI CHAN AE RNG R LT        APPROX. 9.7 KM 1830911.8 |
 AH1130| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX. 7.8 KM 1892547.3 |
 AH1130| AH1131 ARANSAS BAY LIGHT 145               APPROX. 3.8 KM 1900755.7 |
 AH1130| AH1163 HARBOR ISLAND RANGE FRONT LT        APPROX. 9.9 KM 1901128.2 |
 AH1130| AH1135 ARANSAS BAY LIGHT 139               APPROX. 2.6 KM 2003722.0 |
 AH1130| AH1136 ARANSAS BAY LIGHT 133               APPROX. 1.8 KM 2254051.5 |
 AH1130| AH1201 ARANSAS PASS NEW MUN TK             APPROX.10.8 KM 2552945.6 |
 AH1130| AH1132 ARANSAS BAY LIGHT 123               APPROX. 1.9 KM 3033014.7 |
 AH1130| AH1126 ARANSAS BAY LIGHT 115               APPROX. 3.0 KM 3324707.2 |
 AH1130| AH1124 ARANSAS BAY LIGHT 108               APPROX. 4.4 KM 3434808.3 |
 AH1130| AN2098 ROCKPORT MUNCIPAL TANK              APPROX.10.0 KM 3551015.7 |
 AH1130|---------------------------------------------------------------------|
 AH1130
 AH1130                          SUPERSEDED SURVEY CONTROL
 AH1130
 AH1130  NAD 83(1986)-  27 55 59.88156(N)    097 02 36.46919(W) AD(       ) 3
 AH1130  NAD 27      -  27 55 58.80100(N)    097 02 35.51000(W) AD(       ) 3
 AH1130
 AH1130.Superseded values are not recommended for survey control.
 AH1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1130.See file dsdata.txt to determine how the superseded data were derived.
 AH1130
 AH1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9251091354(NAD 83)
 AH1130_MARKER: DS = TRIANGULATION STATION DISK
 AH1130_SETTING: 0 = UNSPECIFIED SETTING
 AH1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1130
 AH1130  HISTORY     - Date     Condition        Report By
 AH1130  HISTORY     - 1934     MONUMENTED       CGS
 AH1130  HISTORY     - 1938     GOOD             CGS
 AH1130  HISTORY     - 1948     GOOD             CGS
 AH1130  HISTORY     - 1949     GOOD             CGS
 AH1130  HISTORY     - 1969     GOOD             CGS
 AH1130  HISTORY     - 1969     GOOD             CGS
 AH1130  HISTORY     - 1971     GOOD             USGS
 AH1130  HISTORY     - 1977     MARK NOT FOUND   NGS
 AH1130
 AH1130                          STATION DESCRIPTION
 AH1130
 AH1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1130'STATION IS LOCATED ABOUT 6-1/2 MILES S OF ROCKPORT, ABOUT
 AH1130'7 MILES ESE OF THE TOWN OF ARANSAS PASS, ON A SMALL GRASS
 AH1130'KNOLL ON MUD ISLAND.  IT IS 480 PACES N OF THE S EXTREMITY
 AH1130'OF MUD ISLAND AND IS 32.3 METERS E OF THE HIGH-WATER LINE
 AH1130'OF ARANSAS BAY.
 AH1130'
 AH1130'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1130'NO REFERENCE MARK WAS SET.
 AH1130'
 AH1130'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AH1130'STATION--LIGHTHOUSE AT PORT ARANSAS, 175 DEG.  BEACON 6
 AH1130'IN LYDIA ANN CHANNEL, 180 DEG.  ARANSAS PASS, WATER TANK,
 AH1130'243 DEG.  ROCKPORT COURTHOUSE, DOME, 340 DEG.
 AH1130'
 AH1130'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AH1130
 AH1130                          STATION RECOVERY (1938)
 AH1130
 AH1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1130'STATION MARK WAS RECOVERED IN GOOD CONDITION.
 AH1130'
 AH1130'STATION IS LOCATED 480 METERS FROM THE S EXTREMITY OF MUD
 AH1130'ISLAND AND 30 METERS E OF THE HIGH-WATER LINE ON THE NW
 AH1130'SIDE OF THE ISLAND.  IT IS ON A SHELL RIDGE.
 AH1130'
 AH1130'STATION MARK IS STAMPED SKIFF 1934 AND PROJECTS ABOUT 4
 AH1130'INCHES.
 AH1130'
 AH1130'NO REFERENCE MARKS WERE FOUND.
 AH1130
 AH1130                          STATION RECOVERY (1948)
 AH1130
 AH1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1130'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 AH1130'NOW ONLY ABOUT 15 METERS FROM THE MEAN HIGH-WATER LINE ON
 AH1130'THE NW SIDE OF THE ISLAND.
 AH1130
 AH1130                          STATION RECOVERY (1949)
 AH1130
 AH1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1130'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF
 AH1130'1934 IS ADEQUATE AND COMPLETE EXCEPT FOR THE FOLLOWING
 AH1130'CORRECTION--STATION IS NOW 15.0 METERS E OF THE HIGH-WATER
 AH1130'LINE ON THE NW SIDE OF THE ISLAND.
 AH1130
 AH1130                          STATION RECOVERY (1969)
 AH1130
 AH1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1130'THIS STATION WAS NOT VISITED AT THIS TIME.  AN OIL COMPANY
 AH1130'EMPLOYEE STATED THAT THE STATION WAS VISITED BY THEIR CREW
 AH1130'IN 1968 AND IT WAS RECOVERED IN GOOD CONDITION.
 AH1130'
 AH1130'THE STATION CAN BE REACHED BY BOAT ONLY.
 AH1130'
 AH1130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 AH1130'SOUTH OF ROCKPORT
 AH1130
 AH1130                          STATION RECOVERY (1969)
 AH1130
 AH1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (BC)
 AH1130'STATION RECOVERED IN GOOD CONDITION.  MARK IS ON MUD ISLAND
 AH1130'IN ARANSAS BAY AND APPROXIMATELY 50 PACES FROM SHORELINE
 AH1130'AND 20 PACES SW OF A CLUMP OF DAGGER BUSHES.
 AH1130
 AH1130                          STATION RECOVERY (1971)
 AH1130
 AH1130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JHS)
 AH1130'LAYING ON BEACH
 AH1130
 AH1130                          STATION RECOVERY (1977)
 AH1130
 AH1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1130'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  MARKS HAVE BEEN WASHED
 AH1130'OUT.  REFERENCE MARK FOUND IN WATER.
 AH1130'
 AH1130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES S
 AH1130'OF ROCKPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8382 ***********************************************************************
 AH8382  DESIGNATION -  SKIFF 2
 AH8382  PID         -  AH8382
 AH8382  STATE/COUNTY-  TX/NUECES
 AH8382  USGS QUAD   -  ESTES (1975)
 AH8382
 AH8382                         *CURRENT SURVEY CONTROL
 AH8382  ___________________________________________________________________
 AH8382* NAD 83(1993)-  27 55 59.43601(N)    097 02 35.80155(W)     ADJUSTED  
 AH8382* NAVD 88     -         0.6    (meters)       2.     (feet)  VERTCON   
 AH8382  ___________________________________________________________________
 AH8382  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH8382  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH8382
 AH8382  HORZ ORDER  -  THIRD
 AH8382
 AH8382.The horizontal coordinates were established by classical geodetic methods
 AH8382.and adjusted by the National Geodetic Survey in August 1998..
 AH8382
 AH8382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8382
 AH8382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8382
 AH8382.The geoid height was determined by GEOID03.
 AH8382
 AH8382;                    North         East     Units Scale Factor Converg.
 AH8382;SPC TX S     - 5,251,949.236   443,374.828   MT  1.00002680   +0 39 40.9
 AH8382;SPC TX S     -17,230,770.12  1,454,638.91   sFT  1.00002680   +0 39 40.9
 AH8382;UTM  14      - 3,091,340.462   692,529.527   MT  1.00005753   +0 55 00.8
 AH8382
 AH8382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8382!SPC TX S     -   1.00000408  x   1.00002680  =   1.00003088
 AH8382!UTM  14      -   1.00000408  x   1.00005753  =   1.00006161
 AH8382
 AH8382                          SUPERSEDED SURVEY CONTROL
 AH8382
 AH8382  NGVD 29 (08/21/98)    0.8    (m)            3.     (f) VERT ANG       
 AH8382
 AH8382.Superseded values are not recommended for survey control.
 AH8382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8382.See file dsdata.txt to determine how the superseded data were derived.
 AH8382
 AH8382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9253091340(NAD 83)
 AH8382_MARKER: DD = SURVEY DISK
 AH8382_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8382_STAMPING: SKIFF RORD
 AH8382_MARK LOGO: NOS   
 AH8382_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8382+STABILITY: SURFACE MOTION
 AH8382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8382+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8382
 AH8382  HISTORY     - Date     Condition        Report By
 AH8382  HISTORY     - 1989     MONUMENTED       NOS
 AH8382
 AH8382                          STATION DESCRIPTION
 AH8382
 AH8382'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8382'THE STATION IS LOCATED NEAR THE SW SHORE OF THE SW END OF MUD ISLAND.
 AH8382'TO REACH THE STATION FROM ROCKPORT GO BY BOAT, SOUTH ON ARANSAS BAY
 AH8382'ALTERNATE ROUTE TO LIGHT 69.  FROM THERE GO SE FOR APPROXIMATELY 1.2
 AH8382'MILE TO THE STATION. THE STATION IS A PIPE WITH A PRIVATE SURVEYORS
 AH8382'CAP ON TOP THAT IS STAMPED---SKIFF RORD---, AND IS LOCATED
 AH8382'APPROXIMATELY 100 METERS SE FROM THE MHWL, AND 5 METERS SOUTH FROM THE
 AH8382'SOUTH EDGE OF A LAGOON ON THE ISLAND BEHIND THE MHWL. DESCRIBED BY P B
 AH8382'WALBOLT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1575 ***********************************************************************
 AB1575  DESIGNATION -  SKIN
 AB1575  PID         -  AB1575
 AB1575  STATE/COUNTY-  TX/WILLACY
 AB1575  USGS QUAD   -  HAWK ISLAND (1970)
 AB1575
 AB1575                         *CURRENT SURVEY CONTROL
 AB1575  ___________________________________________________________________
 AB1575* NAD 83(1993)-  26 26 45.42240(N)    097 24 40.91155(W)     ADJUSTED  
 AB1575* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1575  ___________________________________________________________________
 AB1575  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AB1575  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AB1575
 AB1575  HORZ ORDER  -  THIRD
 AB1575
 AB1575.The horizontal coordinates were established by classical geodetic methods
 AB1575.and adjusted by the National Geodetic Survey in February 1996..
 AB1575
 AB1575.The orthometric height was scaled from a topographic map.
 AB1575
 AB1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1575
 AB1575.The geoid height was determined by GEOID03.
 AB1575
 AB1575;                    North         East     Units Scale Factor Converg.
 AB1575;SPC TX S     - 5,086,807.481   408,569.204   MT  0.99994140   +0 29 39.3
 AB1575;SPC TX S     -16,688,967.54  1,340,447.46   sFT  0.99994140   +0 29 39.3
 AB1575;UTM  14      - 2,926,049.697   658,394.209   MT  0.99990976   +0 42 27.5
 AB1575
 AB1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1575!SPC TX S     -   1.00000277  x   0.99994140  =   0.99994417
 AB1575!UTM  14      -   1.00000277  x   0.99990976  =   0.99991253
 AB1575
 AB1575:                Primary Azimuth Mark                     Grid Az
 AB1575:SPC TX S     -  RIFLE                                    003 18 57.0
 AB1575:UTM  14      -  RIFLE                                    003 06 08.8
 AB1575
 AB1575|---------------------------------------------------------------------|
 AB1575| PID    Reference Object                     Distance      Geod. Az  |
 AB1575|                                                           dddmmss.s |
 AB1575| AB1572 RIFLE                               APPROX. 5.2 KM 0034836.3 |
 AB1575| CV3452 SKIN RM                              18.280 METERS 23430     |
 AB1575|---------------------------------------------------------------------|
 AB1575
 AB1575                          SUPERSEDED SURVEY CONTROL
 AB1575
 AB1575  NAD 83(1986)-  26 26 45.43673(N)    097 24 40.87430(W) AD(       ) 3
 AB1575  NAD 27      -  26 26 44.19200(N)    097 24 39.94400(W) AD(       ) 3
 AB1575
 AB1575.Superseded values are not recommended for survey control.
 AB1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1575.See file dsdata.txt to determine how the superseded data were derived.
 AB1575
 AB1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5839426050(NAD 83)
 AB1575_MARKER: DS = TRIANGULATION STATION DISK
 AB1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1575
 AB1575  HISTORY     - Date     Condition        Report By
 AB1575  HISTORY     - 1913     MONUMENTED       CGS
 AB1575  HISTORY     - 1932     GOOD             CGS
 AB1575  HISTORY     - 1939     SEE DESCRIPTION  CGS
 AB1575
 AB1575                          STATION DESCRIPTION
 AB1575
 AB1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1575'EIGHT METERS (26 FEET) FROM THE EDGE OF THE STEEP BANK FACING
 AB1575'EASTWARD, 25 FEET ABOVE HIGH-WATER LINE AND 2 FEET ABOVE THE
 AB1575'REFERENCE MARK.  THE STATION IS MARKED BY A CEMENT POST WHICH IS
 AB1575'2-1/2 FEET LONG AND 7-1/2 INCHES IN DIAMETER, INCASED IN A
 AB1575'PIPE OF TIN.  A STANDARD DISK STATION MARK IS SET INTO THE CENTER
 AB1575'OF THE TOP OF THE COLUMN.  THE SUB-SURFACE MARK IS A NAIL OR
 AB1575'SMALL WOODEN PEG SET INTO A SMALL QUANTITY OF CEMENT, WHICH IS
 AB1575'6 INCHES BELOW THE CEMENT POST.  SIX INCHES OF SAND OR EARTH
 AB1575'SEPARATES THE SURFACE AND SUB-SURFACE MARKS.  THE TOP OF THE
 AB1575'SURFACE MARK PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  THE
 AB1575'REFERENCE MARK IS A CEMENT POST 2-1/2 FEET LONG AND 7-1/2
 AB1575'INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD
 AB1575'DISK REFERENCE MARK IS SET INTO THE TOP OF THE POST.  THE
 AB1575'TABLET HAS AN ARROW WHICH POINTS TOWARD THE STATION.
 AB1575'THE TOP OF THE CEMENT POST IS ABOUT 6 INCHES ABOVE THE GROUND,
 AB1575'AND IS 18.27 METERS (59.9 FEET) FROM THE STATION,
 AB1575'S 54 DEG 30 MIN W, AND IS ALSO IN RANGE WITH THE RIGHT TANGENT OF
 AB1575'THE NEAREST ISLAND NE.  THE LEFT TANGENT OF THE SAME
 AB1575'ISLAND BEARS N 2 DEG E (MAGNETIC).
 AB1575
 AB1575                          STATION RECOVERY (1932)
 AB1575
 AB1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (WCR)
 AB1575'ORIGINAL DESCRIPTION FITS.
 AB1575
 AB1575                          STATION RECOVERY (1939)
 AB1575
 AB1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1575'STATION DESTROYED.  THE HILL ON WHICH THE STATION WAS LOCATED
 AB1575'HAS BEEN WASHED AWAY.  ONE REFERENCE MARK WAS RECOVERED AND USED
 AB1575'AS A REFERENCE FOR SKIN 2.  SKIN 2 WAS ESTABLISHED AND DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1574 ***********************************************************************
 AB1574  DESIGNATION -  SKIN 2
 AB1574  PID         -  AB1574
 AB1574  STATE/COUNTY-  TX/WILLACY
 AB1574  USGS QUAD   -  HAWK ISLAND (1970)
 AB1574
 AB1574                         *CURRENT SURVEY CONTROL
 AB1574  ___________________________________________________________________
 AB1574* NAD 83(1993)-  26 26 48.11739(N)    097 24 43.70677(W)     ADJUSTED  
 AB1574* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1574  ___________________________________________________________________
 AB1574  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AB1574  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AB1574
 AB1574  HORZ ORDER  -  SECOND
 AB1574
 AB1574.The horizontal coordinates were established by classical geodetic methods
 AB1574.and adjusted by the National Geodetic Survey in February 1996..
 AB1574
 AB1574.The orthometric height was scaled from a topographic map.
 AB1574
 AB1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1574
 AB1574.The geoid height was determined by GEOID03.
 AB1574
 AB1574;                    North         East     Units Scale Factor Converg.
 AB1574;SPC TX S     - 5,086,889.748   408,491.056   MT  0.99994127   +0 29 38.0
 AB1574;SPC TX S     -16,689,237.45  1,340,191.07   sFT  0.99994127   +0 29 38.0
 AB1574;UTM  14      - 2,926,131.669   658,315.758   MT  0.99990945   +0 42 26.4
 AB1574
 AB1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1574!SPC TX S     -   1.00000278  x   0.99994127  =   0.99994405
 AB1574!UTM  14      -   1.00000278  x   0.99990945  =   0.99991223
 AB1574
 AB1574|---------------------------------------------------------------------|
 AB1574| PID    Reference Object                     Distance      Geod. Az  |
 AB1574|                                                           dddmmss.s |
 AB1574| CV3455 SKIN 2 RM 2                          17.171 METERS 05139     |
 AB1574| CV3453 SKIN 2 AZ MK                                       2524809.2 |
 AB1574| CV3454 SKIN 2 RM 1                          15.738 METERS 32838     |
 AB1574|---------------------------------------------------------------------|
 AB1574
 AB1574                          SUPERSEDED SURVEY CONTROL
 AB1574
 AB1574  NAD 83(1986)-  26 26 48.13167(N)    097 24 43.66948(W) AD(       ) 2
 AB1574  NAD 27      -  26 26 46.88100(N)    097 24 42.73900(W) AD(       ) 2
 AB1574
 AB1574.Superseded values are not recommended for survey control.
 AB1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1574.See file dsdata.txt to determine how the superseded data were derived.
 AB1574
 AB1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5831626132(NAD 83)
 AB1574_MARKER: DS = TRIANGULATION STATION DISK
 AB1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1574
 AB1574  HISTORY     - Date     Condition        Report By
 AB1574  HISTORY     - 1939     MONUMENTED       CGS
 AB1574  HISTORY     - 1942     GOOD             CGS
 AB1574  HISTORY     - 1949     GOOD             CGS
 AB1574  HISTORY     - 1949     GOOD             CGS
 AB1574
 AB1574                          STATION DESCRIPTION
 AB1574
 AB1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1574'STATION IS LOCATED ABOUT 23 MILES E OF RAYMONDVILLE AND ABOUT
 AB1574'7-3/4 MILES S OF THE VILLAGE OF RED FISH BAY ON THE MAINLAND
 AB1574'(MAY BE AN ISLAND AT HIGH TIDE) ON THE W SIDE OF LAGUNA MADRE,
 AB1574'ON THE SAUZ RANCH, ON A HOOK-SHAPED POINT OF LAND EXTENDING
 AB1574'EASTWARD INTO LAGUNA MADRE AND ABOUT 1/2 MILE SW OF HOG ISLAND.
 AB1574'STATION IS NEAR HIGHEST POINT ABOUT 250 FEET W OF A 15-FOOT
 AB1574'BLUFF ON E SIDE OF THE HILL, 250 FEET S OF THE N SIDE OF HILL
 AB1574'NEAR THE N EDGE OF A THICK CLUMP OF BRUSH.
 AB1574'
 AB1574'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AB1574'BRONZE DISKS SET IN CONCRETE.
 AB1574'STATION SKIN, 1913, AND REFERENCE MARKS, HAS BEEN WASHED
 AB1574'AWAY.  NO TRACE OF EITHER COULD BE FOUND.  AZIMUTH IS ABOUT 1.0
 AB1574'MILE W OF STATION WHERE A TRAIL CROSSES A NARROW NECK OF MUD
 AB1574'FLAT.
 AB1574'
 AB1574'STATION IS REACHED FROM RAYMONDVILLE BY GOING E ON THE RED
 AB1574'FISH BAY ROAD 18.3 MILES TO DOUBLE GATE ON THE S SIDE OF THE
 AB1574'ROAD, PASS THROUGH GATE AND GO 0.5 MILE TO A FORK IN THE ROAD,
 AB1574'TAKE RIGHT FORK AND GO 4.3 MILES TO AN OLD FENCE LINE WITHOUT
 AB1574'WIRE, PASS THROUGH THIS FENCE LINE TAKE RIGHT FORK AND GO 0.7
 AB1574'MILE TO ANOTHER OLD FENCE LINE, CONTINUE 0.3 MILE TO A ROAD
 AB1574'FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO A ROAD FORK, TAKE
 AB1574'LEFT FORK AND GO 0.3 MILE TO A ROAD FORK, TAKE LEFT FORK AND
 AB1574'GO 3.4 MILES TO WHERE ROAD GOES INTO A MUD FLAT, CROSS NARROW
 AB1574'NECK OF MUD FLATS TO OTHER SIDE, THEN FOLLOW EDGE OF FLATS
 AB1574'E THEN N 1.2 MILES, TURN RIGHT (E) AND GO CROSS COUNTRY 0.3
 AB1574'MILE TO TOP OF HILL AND STATION.
 AB1574'
 AB1574'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 AB1574
 AB1574                          STATION RECOVERY (1942)
 AB1574
 AB1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AB1574'STATION, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH MARK WERE
 AB1574'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AB1574'
 AB1574'STATION IS ABOUT 22 MILES ENE OF RAYMONDVILLE, AT THE VILLAGE
 AB1574'OF RED FISH AND ON THE PROPERTY OF THE AMERICAN LEGION CAMP.
 AB1574'IT IS ABOUT 0.1 MILE W OF THE SHORE OF LAGUNA MADRE, BETWEEN TWO
 AB1574'LAGOONS, ON THE HIGHEST PART OF THE AMERICAN LEGION PROPERTY, 95
 AB1574'FEET NNW OF THE CENTER OF PUBLIC ROAD, 25 FEET N OF THE CENTER
 AB1574'LINE OF DRIVE TO PICNIC GROUNDS, 25 FT ESE OF COVERED SHELTER
 AB1574'ON PICNIC GROUNDS.  IT IS 3 FEET E OF A 4- BY 4-INCH WOODEN
 AB1574'MARKER POST.  IT IS STAMPED LEGION 1939.
 AB1574'
 AB1574'REFERENCE MARK NO. 1 IS ABOUT 450 FEET W OF THE
 AB1574'SHORE OF LAGUNA MADRE, 111.3 FEET EASTERLY FROM THE STATION,
 AB1574'46 FEET N OF THE CENTER LINE OF THE MAIN ROAD.  IT IS STAMPED
 AB1574'LEGION NO. 1 1939.  THE MONUMENT PROJECTS 0.6 FOOT.
 AB1574'
 AB1574'REFERENCE MARK NO. 2 IS ABOUT 600 FEET W OF THE
 AB1574'SHORE OF LAGUNA MADRE, 136.5 FEET SOUTHWESTERLY FROM THE STATION,
 AB1574'AND 39.0 FEET N OF THE CENTER LINE OF THE MAIN ROAD.  IT IS
 AB1574'STAMPED LEGION NO. 2 1939.  THE MONUMENT PROJECTS 0.6 FOOT.
 AB1574'
 AB1574'AZIMUTH MARK IS ABOUT 0.5 MILE W OF THE SHORE OF LAGUNA MADRE,
 AB1574'ABOUT 550 FEET E OF JUNCTION OF ROADS, ABOUT 450 FEET SE OF THE
 AB1574'CENTER LINE OF MAIN ROAD TO RED FISH BAY, 20 FEET N OF THE
 AB1574'CENTER LINE OF AN E-W ROAD AND 3 FEET S OF A 4- BY 4-INCH WOODEN
 AB1574'MARKER POST.  A U.S.E. DISK STAMPED 383 1932 SET IN CONCRETE
 AB1574'POST.
 AB1574
 AB1574                          STATION RECOVERY (1949)
 AB1574
 AB1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1574'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN GOOD
 AB1574'CONDITION.  THE 1949 RECOVERY NOTE BY R.L. ENGADAHL IS ADEQUATE
 AB1574'AND COMPLETE.
 AB1574
 AB1574                          STATION RECOVERY (1949)
 AB1574
 AB1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1574'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 AB1574'AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 AB1574'
 AB1574'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 AB1574'
 AB1574'THE STATION IS NEAR THE NORTHEAST END OF A PENINSULA THAT
 AB1574'EXTENDS NORTHEAST INTO LAGUNA MADRE BAY.  IT IS ABOUT 23.0
 AB1574'MILES EAST OF RAYMONDVILLE, 7-3/4 MILES SOUTH OF THE VILLAGE
 AB1574'OF RED FISH BAY, 0.6 MILE SOUTHWEST OF HOG ISLAND.  IT IS ON
 AB1574'THE HIGHEST POINT OF THE PENINSULA ABOUT 300 FEET SOUTH-SOUTHEAST
 AB1574'OF THE WEST SHORE LINE AND ABOUT 350 FEET SOUTHWEST OF THE END
 AB1574'OF THE PENINSULA.  IT PROJECTS 8 INCHES AND IS STAMPED SKIN
 AB1574'2 1939.
 AB1574'
 AB1574'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION AND IS ABOUT
 AB1574'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 14 INCHES AND
 AB1574'IS STAMPED SKIN 2 NO 1 1939.
 AB1574'
 AB1574'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION AND IS ABOUT
 AB1574'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 14 INCHES AND
 AB1574'IS STAMPED SKIN 2 NO 2 1939.
 AB1574'
 AB1574'AZIMUTH MARK IS ABOUT 1.0 MILE WEST-SOUTHWEST OF THE STATION
 AB1574'AND IS ABOUT 55 FEET NORTH OF A SHORE LINE AND 200 FEET WEST OF
 AB1574'WHERE A TRAIL CROSSES A NARROW NECK OF MUD FLATS.  IT PROJECTS
 AB1574'ABOUT 12 INCHES AND IS STAMPED SKIN 2 1939.
 AB1574'
 AB1574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 77
 AB1574'AND STATE HIGHWAY NO. 186, AT THE EAST EDGE OF THE BUSINESS
 AB1574'DISTRICT IN RAYMONDVILLE, GO EAST ON STATE HIGHWAY 186 FOR
 AB1574'9.0 MILES TO WHERE THE HIGHWAY TURNS NORTH, CONTINUE STRAIGHT
 AB1574'AHEAD ON PAVED ROAD FOR 1.35 MILES TO THE END OF PAVEMENT,
 AB1574'CONTINUE EAST AND NORTH ON GRADED ROAD FOR 2.15 MILES TO A
 AB1574'T-ROAD EAST, TURN RIGHT AND GO EAST ON HARDSURFACED ROAD FOR
 AB1574'1.95 MILES TO A ROAD LEFT TO RANCH, (THE SAUZ RANCH IS ABOUT
 AB1574'0.2 MILE NORTHEAST, AND MR. BLAND DURHAM, RANCH FORMAN,
 AB1574'MUST BE SEEN BEFORE ENTERING PASTURE 0.1 MILE EAST OF THE
 AB1574'ROAD TO RANCH).  FROM ROAD TO RANCH CONTINUE EAST 0.1 MILE
 AB1574'TO GATE ON RIGHT (GUARD AT GATE), PASS THROUGH GATE AND
 AB1574'GO SOUTH ON HARDSURFACED ROAD FOR 3.75 MILES TO A CROSSROAD,
 AB1574'TURN LEFT AND CONTINUE ON HARDSURFACE ROAD FOR 1.5 MILES,
 AB1574'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.35 MILES TO A BUMP GATE,
 AB1574'PASS THROUGH GATE AND CONTINUE ON MAIN TRAVELED ROAD FOR
 AB1574'0.65 MILE TO A FORK (THIS FORK IS ABOUT 0.15 MILE BEFORE
 AB1574'REACHING ANOTHER BUMP GATE), TAKE LEFT FORK AND GO 1.25
 AB1574'MILES TO A GATE, PASS THROUGH GATE AND CONTINUE 2.25 MILES TO A
 AB1574'TRACK CROSSROAD (A LONE POST ON RIGHT), TURN LEFT AND
 AB1574'FOLLOW TRACK ROAD FOR 0.55 MILE TO A FORK, TAKE RIGHT FORK
 AB1574'AND GO 2.25 MILES TO A REVERSE FORK LEFT, CONTINUE STRAIGHT
 AB1574'AHEAD FOR 0.45 MILE TO A FORK, TAKE LEFT FORK AND CONTINUE
 AB1574'1.3 MILES TO A POINT ABOUT 0.25 MILE FROM A MESQUITE COVERED
 AB1574'RIDGE TO THE EAST-SOUTHEAST, LEAVE TRACK ROAD TURNING RIGHT
 AB1574'TOWARD RIDGE AND GO EASTERLY TO RIDGE AND FOLLOW DIM TRACK ROAD
 AB1574'ALONG THE NORTH EDGE OF THE RIDGE (KEEPING CLOSE TO THE MESQUITE
 AB1574'COVERED RIDGE ON THE RIGHT) FOR 1.0 MILE TO THE END OF THE RIDGE
 AB1574'AND THE AZIMUTH MARK ON THE RIGHT, FROM THIS POINT PACK
 AB1574'EASTERLY ALONG THE SOUTH SIDE OF BAY AND MUD FLATS FOR ABOUT
 AB1574'1.0 MILE, THEN LEFT NORTH FOR ABOUT 0.3 MILE, THEN NORTHEAST
 AB1574'FOR 0.35 MILE TO THE HIGHEST POINT AND STATION.
 AB1574'
 AB1574'AN 87 FOOT SIGNAL AT NOPAL IS VISIBLE AT 8 FEET.
 AB1574'
 AB1574'A 74 FOOT SIGNAL AT TENERIAS IS VISIBLE AT 8 FEET.
 AB1574'
 AB1574'A 74 FOOT SIGNAL AT LEGION 1939 IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6494 ***********************************************************************
 AW6494  DESIGNATION -  SKYWAY
 AW6494  PID         -  AW6494
 AW6494  STATE/COUNTY-  TX/HARRIS
 AW6494  USGS QUAD   -  PARK PLACE (1995)
 AW6494
 AW6494                         *CURRENT SURVEY CONTROL
 AW6494  ___________________________________________________________________
 AW6494* NAD 83(1993)-  29 38 46.63146(N)    095 17 15.47995(W)     ADJUSTED  
 AW6494* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AW6494  ___________________________________________________________________
 AW6494  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW6494  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6494
 AW6494  HORZ ORDER  -  THIRD
 AW6494
 AW6494.This mark is at William P Hobby (HOU) Airport (HOU)
 AW6494
 AW6494.The horizontal coordinates were established by classical geodetic methods
 AW6494.and adjusted by the National Geodetic Survey in February 1996..
 AW6494
 AW6494.The orthometric height was scaled from a topographic map.
 AW6494
 AW6494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6494
 AW6494.The geoid height was determined by GEOID03.
 AW6494
 AW6494;                    North         East     Units Scale Factor Converg.
 AW6494;SPC TXSC     - 4,206,627.868   959,351.661   MT  0.99987796   +1 49 07.4
 AW6494;SPC TXSC     -13,801,244.93  3,147,472.91   sFT  0.99987796   +1 49 07.4
 AW6494;UTM  15      - 3,281,779.543   278,554.554   MT  1.00020510   -1 07 55.3
 AW6494
 AW6494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6494!SPC TXSC     -   1.00000207  x   0.99987796  =   0.99988003
 AW6494!UTM  15      -   1.00000207  x   1.00020510  =   1.00020717
 AW6494
 AW6494:                Primary Azimuth Mark                     Grid Az
 AW6494:SPC TXSC     -  SKYWAY AZ MK                             180 00 39.5
 AW6494:UTM  15      -  SKYWAY AZ MK                             182 57 42.2
 AW6494
 AW6494|---------------------------------------------------------------------|
 AW6494| PID    Reference Object                     Distance      Geod. Az  |
 AW6494|                                                           dddmmss.s |
 AW6494| CV6787 SKYWAY AZ MK                                       1814946.9 |
 AW6494| CV6788 SKYWAY RM 1                          20.272 METERS 24725     |
 AW6494| AW6516 HOUSTON GARDEN VILLAS MUN TANK      APPROX. 2.2 KM 2920112.7 |
 AW6494| CV6789 SKYWAY RM 2                          28.550 METERS 31919     |
 AW6494|---------------------------------------------------------------------|
 AW6494
 AW6494                          SUPERSEDED SURVEY CONTROL
 AW6494
 AW6494  NAD 83(1986)-  29 38 46.64612(N)    095 17 15.46056(W) AD(       ) 3
 AW6494  NAD 27      -  29 38 45.81625(N)    095 17 14.68654(W) AD(       ) 3
 AW6494
 AW6494.Superseded values are not recommended for survey control.
 AW6494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6494.See file dsdata.txt to determine how the superseded data were derived.
 AW6494
 AW6494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7855581780(NAD 83)
 AW6494_MARKER: DS = TRIANGULATION STATION DISK
 AW6494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6494
 AW6494  HISTORY     - Date     Condition        Report By
 AW6494  HISTORY     - 1952     MONUMENTED       CGS
 AW6494  HISTORY     - 1955     GOOD             CGS
 AW6494  HISTORY     - 1967     MARK NOT FOUND   CGS
 AW6494  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6494  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 AW6494
 AW6494                          STATION DESCRIPTION
 AW6494
 AW6494'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6494'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF THE CENTER
 AW6494'OF HOUSTON, 5.5 MILES NORTH OF PEARLAND AND IN THE SOUTHWEST
 AW6494'CORNER OF THE PARKING LOT JUST WEST OF THE ADMINISTRATION
 AW6494'BUILDING AND CONTROL TOWER AT THE HOUSTON MUNICIPAL AIRPORT.
 AW6494'IT IS 300 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AW6494'TRANS TEXAS AIRWAYS HANGAR, 60 FEET NORTH OF THE CENTER OF AN
 AW6494'EAST-WEST STREET AND 34 FEET EAST OF THE CENTER OF A
 AW6494'NORTH-SOUTH STREET.  IT IS STAMPED SKYWAY 1952 AND IS SET
 AW6494'FLUSH.
 AW6494'
 AW6494'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF THE CENTER OF AN
 AW6494'EAST-WEST STREET AND 24 FEET WEST OF THE CENTER OF A
 AW6494'NORTH-SOUTH STREET.  IT IS STAMPED SKYWAY NO 1 1952 AND IS
 AW6494'SET FLUSH.
 AW6494'
 AW6494'REFERENCE MARK NO. 2 IS 38 FEET SOUTHEAST OF THE SOUTHEAST
 AW6494'CORNER OF HOUSE 8342 AND 26 FEET WEST OF THE CENTER OF A
 AW6494'NORTH-SOUTH STREET.  IT IS STAMPED SKYWAY NO 2 1952 AND IS SET
 AW6494'FLUSH.
 AW6494'
 AW6494'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW6494'NO. 2 IS 97.4 FEET.
 AW6494'
 AW6494'THE AZIMUTH MARK IS LOCATED 39 FEET NORTH OF THE CENTER
 AW6494'OF AN EAST-WEST STREET, 35 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 AW6494'STREET, 16 FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET AND 3
 AW6494'FEET NORTH-NORTHWEST OF A STREET LIGHT POST.  IT IS STAMPED SKYWAY
 AW6494'1952 AND PROJECTS 1 INCH.
 AW6494'
 AW6494'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.05
 AW6494'MILE TO STATE HIGHWAY 35.  TURN LEFT AND GO SOUTH ON STATE
 AW6494'HIGHWAY 35 FOR 0.25 MILE TO A CROSSROAD, TURN LEFT AND GO
 AW6494'EAST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 AW6494'DESCRIBED.
 AW6494'
 AW6494'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AW6494
 AW6494                          STATION RECOVERY (1955)
 AW6494
 AW6494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 AW6494'ALL MARKS WERE RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 1
 AW6494'HAS BEEN TILTED SLIGHTLY FROM BEING HIT BY A HEAVY PIECE
 AW6494'OF MACHINERY.  A FENCE IS NOW IN THE LINE OF SIGHT BETWEEN
 AW6494'THE STATION AND THE AZIMUTH MARK.
 AW6494
 AW6494                          STATION RECOVERY (1967)
 AW6494
 AW6494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GCR)
 AW6494'THE STATION SITE WAS VISITED.  A SEARCH WAS MADE, HOWEVER
 AW6494'NONE OF THE MARKS WERE FOUND.  NO EVIDENCE OF ANY OF THE
 AW6494'MONUMENTS WAS FOUND.  THE STATION IS BELIEVED TO HAVE BEEN
 AW6494'DESTROYED.
 AW6494
 AW6494                          STATION RECOVERY (1995)
 AW6494
 AW6494'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6494'MARK NOT FOUND.
 AW6494
 AW6494                          STATION RECOVERY (2003)
 AW6494
 AW6494'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6494'AW6494 NOT FOUND
 AW6494'REFERANCE MARK 1  NOT FOUND
 AW6494'REFERANCE MARK 2  NOT FOUND
 AW6494'AZIMUS MARK  NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6801 ***********************************************************************
 AW6801  DESIGNATION -  SL 1 USE
 AW6801  PID         -  AW6801
 AW6801  STATE/COUNTY-  TX/BRAZORIA
 AW6801  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6801
 AW6801                         *CURRENT SURVEY CONTROL
 AW6801  ___________________________________________________________________
 AW6801* NAD 83(1993)-  29 04 40.66378(N)    095 07 35.38709(W)     ADJUSTED  
 AW6801* NAVD 88     -         5.7    (meters)      19.     (feet)  VERTCON   
 AW6801  ___________________________________________________________________
 AW6801  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW6801  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AW6801
 AW6801  HORZ ORDER  -  SECOND
 AW6801
 AW6801.The horizontal coordinates were established by classical geodetic methods
 AW6801.and adjusted by the National Geodetic Survey in February 1996..
 AW6801
 AW6801.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6801
 AW6801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6801
 AW6801.The geoid height was determined by GEOID03.
 AW6801
 AW6801;                    North         East     Units Scale Factor Converg.
 AW6801;SPC TXSC     - 4,144,182.548   977,029.645   MT  0.99987323   +1 53 51.6
 AW6801;SPC TXSC     -13,596,372.24  3,205,471.43   sFT  0.99987323   +1 53 51.6
 AW6801;UTM  15      - 3,218,490.552   293,009.748   MT  1.00012873   -1 02 01.8
 AW6801
 AW6801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6801!SPC TXSC     -   1.00000326  x   0.99987323  =   0.99987649
 AW6801!UTM  15      -   1.00000326  x   1.00012873  =   1.00013199
 AW6801
 AW6801:                Primary Azimuth Mark                     Grid Az
 AW6801:SPC TXSC     -  H 67 TX                                  208 07 46.1
 AW6801:UTM  15      -  H 67 TX                                  211 03 39.5
 AW6801
 AW6801|---------------------------------------------------------------------|
 AW6801| PID    Reference Object                     Distance      Geod. Az  |
 AW6801|                                                           dddmmss.s |
 AW6801| AW6806 H 67 TX                             APPROX. 1.9 KM 2100137.7 |
 AW6801| AW6802 BRIDGE                               10.371 METERS 27657     |
 AW6801|---------------------------------------------------------------------|
 AW6801
 AW6801                          SUPERSEDED SURVEY CONTROL
 AW6801
 AW6801  NAD 83(1986)-  29 04 40.67418(N)    095 07 35.36784(W) AD(       ) 2
 AW6801  NAD 27      -  29 04 39.79926(N)    095 07 34.62355(W) AD(       ) 2
 AW6801  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 AW6801
 AW6801.Superseded values are not recommended for survey control.
 AW6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6801.See file dsdata.txt to determine how the superseded data were derived.
 AW6801
 AW6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9301018491(NAD 83)
 AW6801_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW6801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6801_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW6801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6801
 AW6801  HISTORY     - Date     Condition        Report By
 AW6801  HISTORY     - 1978     MONUMENTED       DOD
 AW6801  HISTORY     - 1979     GOOD             NOS
 AW6801  HISTORY     - 1982     GOOD             NOS
 AW6801
 AW6801                          STATION DESCRIPTION
 AW6801
 AW6801'DESCRIBED BY US DEPARTMENT OF DEFENSE 1978 (JRS)
 AW6801'THE STATION IS LOCATED ABOUT 23 MILES SOUTHWEST OF GALVESTON,
 AW6801'17 MILES NORTHEAST OF FREEPORT, AT THE SOUTHWEST END OF THE TOLL
 AW6801'BRIDGE AT SAN LUIS PASS, AND IN THE NORTHWEST EDGE OF THE
 AW6801'PAVEMENT OF COUNTY ROAD 257.
 AW6801'
 AW6801'THE STATION IS A US ARMY CORPS OF ENGINEERS DISK
 AW6801'STAMPED---SL-1---,
 AW6801'SET INTO THE PAVEMENT OF THE SHOULDER OF COUNTY ROAD 257.  IT IS
 AW6801'15.2 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF THE BRIDGE
 AW6801'ABUTMENT AND
 AW6801'2.4 FEET NORTHWEST FROM A METAL GUARD RAIL.
 AW6801'
 AW6801'THIS STATION WAS USED AS A REFERENCE MARK TO STATION BRIDGE,
 AW6801'CONNECTED BY TRAVERSE, REDUCED TO SEA LEVEL.
 AW6801
 AW6801                          STATION RECOVERY (1979)
 AW6801
 AW6801'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6801'RECOVERED AS DESCRIBED BY JRS, 1979. THE DISTANCE TO STATION
 AW6801'BRIDGE WAS 0.012 METER LONGER THEN THE 1978 OBSERVATION AND
 AW6801'0.002 METER LONGER THEN THE 1979 OBSERVATION BY RCM.
 AW6801'
 AW6801'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AW6801
 AW6801                          STATION RECOVERY (1982)
 AW6801
 AW6801'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6801'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6805 ***********************************************************************
 AW6805  DESIGNATION -  SL 10 USE
 AW6805  PID         -  AW6805
 AW6805  STATE/COUNTY-  TX/BRAZORIA
 AW6805  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6805
 AW6805                         *CURRENT SURVEY CONTROL
 AW6805  ___________________________________________________________________
 AW6805* NAD 83(1993)-  29 01 06.61912(N)    095 12 00.37753(W)     ADJUSTED  
 AW6805* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AW6805  ___________________________________________________________________
 AW6805  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AW6805  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AW6805
 AW6805  HORZ ORDER  -  SECOND
 AW6805
 AW6805.The horizontal coordinates were established by classical geodetic methods
 AW6805.and adjusted by the National Geodetic Survey in February 1996..
 AW6805
 AW6805.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6805
 AW6805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6805
 AW6805.The geoid height was determined by GEOID03.
 AW6805
 AW6805;                    North         East     Units Scale Factor Converg.
 AW6805;SPC TXSC     - 4,137,361.805   970,081.524   MT  0.99987839   +1 51 41.8
 AW6805;SPC TXSC     -13,573,994.52  3,182,675.80   sFT  0.99987839   +1 51 41.8
 AW6805;UTM  15      - 3,212,032.182   285,720.034   MT  1.00016664   -1 04 03.6
 AW6805
 AW6805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6805!SPC TXSC     -   1.00000382  x   0.99987839  =   0.99988221
 AW6805!UTM  15      -   1.00000382  x   1.00016664  =   1.00017046
 AW6805
 AW6805|---------------------------------------------------------------------|
 AW6805| PID    Reference Object                     Distance      Geod. Az  |
 AW6805|                                                           dddmmss.s |
 AW6805| AW6812 KIM 77                              365.096 METERS 05939     |
 AW6805|---------------------------------------------------------------------|
 AW6805
 AW6805                          SUPERSEDED SURVEY CONTROL
 AW6805
 AW6805  NAD 83(1986)-  29 01 06.62871(N)    095 12 00.35780(W) AD(       ) 2
 AW6805  NAD 27      -  29 01 05.74959(N)    095 11 59.60162(W) AD(       ) 2
 AW6805  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 AW6805
 AW6805.Superseded values are not recommended for survey control.
 AW6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6805.See file dsdata.txt to determine how the superseded data were derived.
 AW6805
 AW6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8572012032(NAD 83)
 AW6805_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW6805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6805_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW6805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6805+STABILITY: SURFACE MOTION
 AW6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6805+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AW6805
 AW6805  HISTORY     - Date     Condition        Report By
 AW6805  HISTORY     - 1978     MONUMENTED       DOD
 AW6805  HISTORY     - 1979     GOOD             NOS
 AW6805  HISTORY     - 1982     GOOD             NOS
 AW6805  HISTORY     - 20040209 GOOD             USPSQD
 AW6805  HISTORY     - 20050215 GOOD             USPSQD
 AW6805
 AW6805                          STATION DESCRIPTION
 AW6805
 AW6805'DESCRIBED BY US DEPARTMENT OF DEFENSE 1978 (JRS)
 AW6805'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF SAN LUIS
 AW6805'PASS, 6 MILES NORTHEAST OF SURFSIDE, AND ON COUNTY ROAD 257
 AW6805'RIGHT-OF-WAY.
 AW6805'
 AW6805'TO REACH FROM THE SOUTHWEST END OF THE BRIDGE OVER SAN LUIS
 AW6805'PASS, GO SOUTHWEST ON COUNTY ROAD 257 FOR 5.8 MILES TO A
 AW6805'GROUP OF TOWN HOUSES ON THE LEFT AND A SIGN ON THE RIGHT
 AW6805'(PEREQRINE TOWN HOUSES).  CONTINUE SOUTHWEST ON COUNTY ROAD
 AW6805'257 FOR 2.9 MILES TO THE MARK ON THE LEFT.
 AW6805'
 AW6805'THE STATION IS A U.S. ARMY CORPS OF ENGINEERS DISK
 AW6805'STAMPED---SL-10 77---,
 AW6805'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AW6805'SIDE FLUSH WITH THE GROUND.  IT IS
 AW6805'54.5 SOUTHEAST FROM THE APPROXIMATE CENTER OF COUNTY ROAD
 AW6805'257 AND 3.0 FEET NORTHWEST FROM A POWERLINE POLE.
 AW6805'
 AW6805'THIS STATION WAS USED AS AN AZIMUTH MARK TO STATION PUGH.
 AW6805'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 AW6805
 AW6805                          STATION RECOVERY (1979)
 AW6805
 AW6805'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6805'THE STATION WAS RECOVERED IN GOOD CONDITION. THE TO REACH WAS
 AW6805'FOUND TO BE IN ERROR, A NEW TO REACH FOLLOWS.
 AW6805'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE GO
 AW6805'SOUTHWEST ON COUNTY ROAD 257 FOR 3.2 MILES TO A GROUP OF
 AW6805'TOWNHOUSES ON THE LEFT AND SIGN ON THE RIGHT (PEREGRINE
 AW6805'TOWN HOMES) CONTINUE SOUTHWEST ON COUNTY ROAD 257 FOR 2.1
 AW6805'MILES TO A SHELL ROAD RIGHT AND STATION PUGH ON THE RIGHT,
 AW6805'CONTINUE SOUTHWEST ON COUNTY ROAD 257 FOR 0.95 MILE TO THE
 AW6805'STATION ON THE LEFT.
 AW6805'
 AW6805'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AW6805
 AW6805                          STATION RECOVERY (1982)
 AW6805
 AW6805'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6805'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6805
 AW6805                          STATION RECOVERY (2004)
 AW6805
 AW6805'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6805'RECOVERED IN GOOD CONDITION.
 AW6805
 AW6805                          STATION RECOVERY (2005)
 AW6805
 AW6805'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1306 ***********************************************************************
 AE1306  DESIGNATION -  SL 100 IBWC
 AE1306  PID         -  AE1306
 AE1306  STATE/COUNTY-  TX/STARR
 AE1306  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1306
 AE1306                         *CURRENT SURVEY CONTROL
 AE1306  ___________________________________________________________________
 AE1306* NAD 83(1986)-  26 33 22.     (N)    099 08 10.     (W)     SCALED    
 AE1306* NAVD 88     -       105.674  (meters)     346.70   (feet)  ADJUSTED  
 AE1306  ___________________________________________________________________
 AE1306  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AE1306  DYNAMIC HT  -         105.502 (meters)     346.13  (feet)  COMP
 AE1306  MODELED GRAV-     979,013.7   (mgal)                       NAVD 88
 AE1306
 AE1306  VERT ORDER  -  FIRST     CLASS II
 AE1306
 AE1306.The horizontal coordinates were scaled from a topographic map and have
 AE1306.an estimated accuracy of +/- 6 seconds.
 AE1306
 AE1306.The orthometric height was determined by differential leveling
 AE1306.and adjusted by the National Geodetic Survey in June 1991..
 AE1306
 AE1306.The geoid height was determined by GEOID03.
 AE1306
 AE1306.The dynamic height is computed by dividing the NAVD 88
 AE1306.geopotential number by the normal gravity value computed on the
 AE1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1306.degrees latitude (g = 980.6199 gals.).
 AE1306
 AE1306.The modeled gravity was interpolated from observed gravity values.
 AE1306
 AE1306;                    North         East    Units  Estimated Accuracy
 AE1306;SPC TX S     - 5,098,700.      236,620.      MT  (+/- 180 meters Scaled)
 AE1306
 AE1306                          SUPERSEDED SURVEY CONTROL
 AE1306
 AE1306.No superseded survey control is available for this station.
 AE1306
 AE1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ864372(NAD 83)
 AE1306_MARKER: DD = SURVEY DISK
 AE1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1306_SP_SET: CONCRETE POST
 AE1306_STAMPING: SL 100 346.706
 AE1306_MARK LOGO: IBWC  
 AE1306_PROJECTION: PROJECTING 15 CENTIMETERS
 AE1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1306+STABILITY: SURFACE MOTION
 AE1306
 AE1306  HISTORY     - Date     Condition        Report By
 AE1306  HISTORY     - UNK      MONUMENTED       IBWC
 AE1306  HISTORY     - 1981     GOOD             NGS
 AE1306  HISTORY     - 20040516 GOOD             USPSQD
 AE1306
 AE1306                          STATION DESCRIPTION
 AE1306
 AE1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1306'1.9 KM (1.2 MI) NW FROM FALCON HEIGHTS.
 AE1306'0.4 KM (0.25 MI) NORTH NORTHWEST ALONG FARM ROAD 2098 FROM THE POST
 AE1306'OFFICE IN FALCON HEIGHTS, THENCE 1.5 KM (0.95 MI) WEST SOUTHWEST ALONG
 AE1306'SPUR 2098 TO JUNCTION OF A ROAD LEADING NORTH NORTHWEST TO THE
 AE1306'INTERNATIONAL BOUNDARY COMMISSION OFFICES AND FALCON DAM PROJECT
 AE1306'OFFICE BUILDINGS, (FALCON VILLAGE), 43.0 METERS (141.0 FT) SOUTHEAST
 AE1306'OF CENTERLINE OF SPUR 2098, 21.0 METERS (69.0 FT) NORTHEAST OF A DIRT
 AE1306'ROAD LEADING SOUTHEAST, 0.3 METER (1.0 FT) SOUTH OF A 5 CM (2 INCH)
 AE1306'IRON PIPE PROJECTING 0.9 METER (3.0 FT), AND 18.9 METERS (61.9 FT)
 AE1306'SOUTHWEST OF SOUTHWEST CORNER OF A CONCRETE PICNIC TABLE.
 AE1306'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AE1306'THE MARK IS 0.60 M ABOVE ROAD.
 AE1306
 AE1306                          STATION RECOVERY (2004)
 AE1306
 AE1306'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE1306'LOCATION USING GARMIN GPS 12 = N26 33.379' W099 08.125'.  MARK IS SET
 AE1306'IN THE CENTER OF THREE WOODEN POSTS THAT ARE EACH SET IN CONCRETE.
 AE1306'THE POSTS ARE 4.25 FT TALL AND ARE 5.5 FT APART FORMING AN EQUILATERAL
 AE1306'TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1677 ***********************************************************************
 AH1677  DESIGNATION -  SL 130
 AH1677  PID         -  AH1677
 AH1677  STATE/COUNTY-  TX/NUECES
 AH1677  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1677
 AH1677                         *CURRENT SURVEY CONTROL
 AH1677  ___________________________________________________________________
 AH1677* NAD 83(1993)-  27 48 19.67117(N)    097 24 33.68168(W)     ADJUSTED  
 AH1677* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 AH1677  ___________________________________________________________________
 AH1677  X           -    -728,066.949 (meters)                     COMP
 AH1677  Y           -  -5,598,646.980 (meters)                     COMP
 AH1677  Z           -   2,957,443.065 (meters)                     COMP
 AH1677  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1677  ELLIP HEIGHT-         -22.39  (meters)          (06/17/02) GPS OBS
 AH1677  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH1677
 AH1677  HORZ ORDER  -  FIRST
 AH1677  ELLP ORDER  -  FIFTH     CLASS I
 AH1677
 AH1677.The horizontal coordinates were established by GPS observations
 AH1677.and adjusted by the National Geodetic Survey in February 1996..
 AH1677
 AH1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1677
 AH1677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1677
 AH1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1677
 AH1677.The ellipsoidal height was determined by GPS observations
 AH1677.and is referenced to NAD 83.
 AH1677
 AH1677.The geoid height was determined by GEOID03.
 AH1677
 AH1677;                    North         East     Units Scale Factor Converg.
 AH1677;SPC TX S     - 5,237,433.233   407,467.735   MT  0.99999306   +0 29 42.6
 AH1677;SPC TX S     -17,183,145.53  1,336,833.73   sFT  0.99999306   +0 29 42.6
 AH1677;SPC TXSC     - 3,997,977.105   756,767.804   MT  1.00021594   +0 46 45.4
 AH1677;SPC TXSC     -13,116,696.55  2,482,829.04   sFT  1.00021594   +0 46 45.4
 AH1677;UTM  14      - 3,076,667.683   656,687.546   MT  0.99990304   +0 44 31.7
 AH1677
 AH1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1677!SPC TX S     -   1.00000352  x   0.99999306  =   0.99999658
 AH1677!SPC TXSC     -   1.00000352  x   1.00021594  =   1.00021946
 AH1677!UTM  14      -   1.00000352  x   0.99990304  =   0.99990656
 AH1677
 AH1677                          SUPERSEDED SURVEY CONTROL
 AH1677
 AH1677  ELLIP H (02/16/96)  -22.25   (m)                       GP(       ) 5 1
 AH1677  NAD 83(1986)-  27 48 19.67785(N)    097 24 33.66055(W) AD(       ) 1
 AH1677  NGVD 29 (04/09/92)    4.4    (m)           14.     (f) GPS OBS        
 AH1677
 AH1677.Superseded values are not recommended for survey control.
 AH1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1677.See file dsdata.txt to determine how the superseded data were derived.
 AH1677
 AH1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5668876668(NAD 83)
 AH1677_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1677_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1677+WITH SETTING: INFORMATION.
 AH1677_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1677_STAMPING: SL130
 AH1677_MARK LOGO: TX1550
 AH1677_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1677+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AH1677
 AH1677  HISTORY     - Date     Condition        Report By
 AH1677  HISTORY     - 1991     MONUMENTED       TX1550
 AH1677  HISTORY     - 20040312 GOOD             USPSQD
 AH1677
 AH1677                          STATION DESCRIPTION
 AH1677
 AH1677'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1677'IN CORPUS CHRISTI, AT THE SE CORNER OF THE INTER. OF NORTH PORT AND
 AH1677'WEST BROADWAY. APPROXIMATELY 10 FT (3.0 M) E. AND 5 FT (1.5 M) N. OF
 AH1677'A CHAIN LINK FENCE CORNER.
 AH1677'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SL130. ACCESS
 AH1677'THROUGH A HINGED COVER.
 AH1677
 AH1677                          STATION RECOVERY (2004)
 AH1677
 AH1677'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0436 ***********************************************************************
 AM0436  DESIGNATION -  SL 15 USE
 AM0436  PID         -  AM0436
 AM0436  STATE/COUNTY-  TX/BRAZORIA
 AM0436  USGS QUAD   -  FREEPORT (1974)
 AM0436
 AM0436                         *CURRENT SURVEY CONTROL
 AM0436  ___________________________________________________________________
 AM0436* NAD 83(1993)-  28 58 35.31265(N)    095 15 25.56467(W)     ADJUSTED  
 AM0436* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 AM0436  ___________________________________________________________________
 AM0436  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AM0436  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AM0436
 AM0436  HORZ ORDER  -  SECOND
 AM0436
 AM0436.The horizontal coordinates were established by classical geodetic methods
 AM0436.and adjusted by the National Geodetic Survey in February 1996..
 AM0436
 AM0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0436
 AM0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0436
 AM0436.The geoid height was determined by GEOID03.
 AM0436
 AM0436;                    North         East     Units Scale Factor Converg.
 AM0436;SPC TXSC     - 4,132,527.361   964,681.449   MT  0.99988268   +1 50 01.3
 AM0436;SPC TXSC     -13,558,133.52  3,164,959.05   sFT  0.99988268   +1 50 01.3
 AM0436;UTM  15      - 3,207,478.562   280,078.326   MT  1.00019688   -1 05 38.0
 AM0436
 AM0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0436!SPC TXSC     -   1.00000390  x   0.99988268  =   0.99988657
 AM0436!UTM  15      -   1.00000390  x   1.00019688  =   1.00020078
 AM0436
 AM0436:                Primary Azimuth Mark                     Grid Az
 AM0436:SPC TXSC     -  SKEET RESET                              051 18 07.7
 AM0436:UTM  15      -  SKEET RESET                              054 13 47.0
 AM0436
 AM0436|---------------------------------------------------------------------|
 AM0436| PID    Reference Object                     Distance      Geod. Az  |
 AM0436|                                                           dddmmss.s |
 AM0436| AM0417 SKEET RESET                         APPROX. 0.5 KM 0530809.0 |
 AM0436| AM0441 H 77 TX                             130.664 METERS 14656     |
 AM0436|---------------------------------------------------------------------|
 AM0436
 AM0436                          SUPERSEDED SURVEY CONTROL
 AM0436
 AM0436  NAD 83(1986)-  28 58 35.32167(N)    095 15 25.54480(W) AD(       ) 2
 AM0436  NAD 27      -  28 58 34.43660(N)    095 15 24.77859(W) AD(       ) 2
 AM0436  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AM0436
 AM0436.Superseded values are not recommended for survey control.
 AM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0436.See file dsdata.txt to determine how the superseded data were derived.
 AM0436
 AM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8007807479(NAD 83)
 AM0436_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AM0436_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AM0436_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AM0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0436
 AM0436  HISTORY     - Date     Condition        Report By
 AM0436  HISTORY     - 1978     MONUMENTED       DOD
 AM0436  HISTORY     - 1979     GOOD             NOS
 AM0436  HISTORY     - 1982     GOOD             NOS
 AM0436  HISTORY     - 19950501 GOOD             USPSQD
 AM0436  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0436  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0436
 AM0436                          STATION DESCRIPTION
 AM0436
 AM0436'DESCRIBED BY US DEPARTMENT OF DEFENSE 1978 (JRS)
 AM0436'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF SURFSIDE AND
 AM0436'500 FEET NORTHWEST FROM THE GULF OF MEXICO.  IT IS ON PROPERTY
 AM0436'OWNED BY THE FOLLOWING PEOPLE.  MR. RANDOLPH BRYAN, 2408 SOUTH
 AM0436'VOSS ROAD, HOUSTON, TEXAS 77057, MR. ED T. ROSS III, FIRST
 AM0436'NATIONAL BANK BUILDING, HOUSTON, TEXAS 77057, ABD MR. LEWIS
 AM0436'MUNSON, 600 S WALKES, ANGLETON, TEXAS 77517.
 AM0436'
 AM0436'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 332 AND BRAZORIA
 AM0436'COUNTY ROAD 257 IN THE NORTHEAST EDGE OF SURFSIDE, GO
 AM0436'NORTHEAST ON BRAZORIA COUNTY ROAD 257 FOR 2.8 MILES TO THE
 AM0436'STATION ON THE LEFT.
 AM0436'
 AM0436'THE STATION IS A U.S. ARMY CORPS OF ENGINEERS DISK
 AM0436'STAMPED---SL 15---,
 AM0436'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 12 INCHES IN
 AM0436'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AM0436'56.5 FEET NORTHWEST FROM THE CENTER OF BRAZORIA COUNTY ROAD 257
 AM0436'AND 2.5 FEET SOUTHEAST FROM A POWERLINE POLE WITH SIGN ATTACHED.
 AM0436'
 AM0436'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.  THIS
 AM0436'STATION WAS USED AS AN AZIMUTH MARK FOR STATION SKEET 1933.
 AM0436
 AM0436                          STATION RECOVERY (1979)
 AM0436
 AM0436'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0436'THE STATION WAS RECOVERED AS DESCRIBED.
 AM0436'
 AM0436'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0436
 AM0436                          STATION RECOVERY (1982)
 AM0436
 AM0436'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0436'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AM0436
 AM0436                          STATION RECOVERY (1995)
 AM0436
 AM0436'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0436'RECOVERED IN GOOD CONDITION.
 AM0436
 AM0436                          STATION RECOVERY (2004)
 AM0436
 AM0436'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0436'MARK NOT FOUND.
 AM0436
 AM0436                          STATION RECOVERY (2005)
 AM0436
 AM0436'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0446 ***********************************************************************
 AM0446  DESIGNATION -  SL 18 USE
 AM0446  PID         -  AM0446
 AM0446  STATE/COUNTY-  TX/BRAZORIA
 AM0446  USGS QUAD   -  FREEPORT (1974)
 AM0446
 AM0446                         *CURRENT SURVEY CONTROL
 AM0446  ___________________________________________________________________
 AM0446* NAD 83(1993)-  28 57 27.58058(N)    095 16 54.32907(W)     ADJUSTED  
 AM0446* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 AM0446  ___________________________________________________________________
 AM0446  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AM0446  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0446
 AM0446  HORZ ORDER  -  THIRD
 AM0446
 AM0446.The horizontal coordinates were established by classical geodetic methods
 AM0446.and adjusted by the National Geodetic Survey in February 1996..
 AM0446
 AM0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0446
 AM0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0446
 AM0446.The geoid height was determined by GEOID03.
 AM0446
 AM0446;                    North         East     Units Scale Factor Converg.
 AM0446;SPC TXSC     - 4,130,366.719   962,346.160   MT  0.99988477   +1 49 17.8
 AM0446;SPC TXSC     -13,551,044.81  3,157,297.36   sFT  0.99988477   +1 49 17.8
 AM0446;UTM  15      - 3,205,439.343   277,634.965   MT  1.00021022   -1 06 18.7
 AM0446
 AM0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0446!SPC TXSC     -   1.00000396  x   0.99988477  =   0.99988873
 AM0446!UTM  15      -   1.00000396  x   1.00021022  =   1.00021418
 AM0446
 AM0446:                Primary Azimuth Mark                     Grid Az
 AM0446:SPC TXSC     -  SURFSIDE RADIO MAST                      039 03 57.8
 AM0446:UTM  15      -  SURFSIDE RADIO MAST                      041 59 34.3
 AM0446
 AM0446|---------------------------------------------------------------------|
 AM0446| PID    Reference Object                     Distance      Geod. Az  |
 AM0446|                                                           dddmmss.s |
 AM0446| AM0444 SURFSIDE RADIO MAST                 APPROX. 2.3 KM 0405315.6 |
 AM0446| AM0098 WELL AZ MK RESET                    265.726 METERS 22332     |
 AM0446|---------------------------------------------------------------------|
 AM0446
 AM0446                          SUPERSEDED SURVEY CONTROL
 AM0446
 AM0446  NAD 83(1986)-  28 57 27.58948(N)    095 16 54.30918(W) AD(       ) 3
 AM0446  NAD 27      -  28 57 26.70303(N)    095 16 53.53721(W) AD(       ) 3
 AM0446  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 AM0446
 AM0446.Superseded values are not recommended for survey control.
 AM0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0446.See file dsdata.txt to determine how the superseded data were derived.
 AM0446
 AM0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7763505439(NAD 83)
 AM0446_MARKER: DD = SURVEY DISK
 AM0446_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AM0446_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AM0446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0446
 AM0446  HISTORY     - Date     Condition        Report By
 AM0446  HISTORY     - 1979     MONUMENTED       NOS
 AM0446  HISTORY     - 19950501 MARK NOT FOUND   USPSQD
 AM0446  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0446  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0446
 AM0446                          STATION DESCRIPTION
 AM0446
 AM0446'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0446'THE STATION IS LOCATED IN SURFSIDE.
 AM0446'
 AM0446'TO REACH FROM THE JUNCTION OF COUNTY ROADS 257 AND 332 IN SURFSIDE
 AM0446'GO NORTHEAST ON COUNTY ROAD 257 FOR 0.5 MILE TO A CURVE AND
 AM0446'STATION ON LEFT.
 AM0446'
 AM0446'THE STATION IS A U. S. ARMY CORP OF ENGINEERS DISK
 AM0446'STAMPED---SL 18 1977---, SET IN THE TOP OF AN IRREGULAR MASS
 AM0446'OF CONCRETE THAT PROJECTS 4 INCHES. IT IS 74 FEET NORTHWEST OF
 AM0446'THE CENTER OF COUNTY ROAD 257 AND 10 FEET SOUTHEAST OF A POWER
 AM0446'POLE WITH C.O.E. WITNESS SIGN.
 AM0446'
 AM0446'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0446
 AM0446                          STATION RECOVERY (1995)
 AM0446
 AM0446'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0446'MARK NOT FOUND.
 AM0446
 AM0446                          STATION RECOVERY (2004)
 AM0446
 AM0446'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0446'MARK NOT FOUND.
 AM0446
 AM0446                          STATION RECOVERY (2005)
 AM0446
 AM0446'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1041 ***********************************************************************
 AE1041  DESIGNATION -  SL 31 A
 AE1041  PID         -  AE1041
 AE1041  STATE/COUNTY-  TX/ZAPATA
 AE1041  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1041
 AE1041                         *CURRENT SURVEY CONTROL
 AE1041  ___________________________________________________________________
 AE1041* NAD 83(1986)-  26 51 42.     (N)    099 14 49.     (W)     SCALED    
 AE1041* NAVD 88     -       122.771  (meters)     402.79   (feet)  ADJUSTED  
 AE1041  ___________________________________________________________________
 AE1041  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AE1041  DYNAMIC HT  -         122.573 (meters)     402.14  (feet)  COMP
 AE1041  MODELED GRAV-     979,032.6   (mgal)                       NAVD 88
 AE1041
 AE1041  VERT ORDER  -  FIRST     CLASS II
 AE1041
 AE1041.The horizontal coordinates were scaled from a topographic map and have
 AE1041.an estimated accuracy of +/- 6 seconds.
 AE1041
 AE1041.The orthometric height was determined by differential leveling
 AE1041.and adjusted by the National Geodetic Survey in June 1991..
 AE1041
 AE1041.The geoid height was determined by GEOID03.
 AE1041
 AE1041.The dynamic height is computed by dividing the NAVD 88
 AE1041.geopotential number by the normal gravity value computed on the
 AE1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1041.degrees latitude (g = 980.6199 gals.).
 AE1041
 AE1041.The modeled gravity was interpolated from observed gravity values.
 AE1041
 AE1041;                    North         East    Units  Estimated Accuracy
 AE1041;SPC TX S     - 5,132,620.      225,780.      MT  (+/- 180 meters Scaled)
 AE1041
 AE1041                          SUPERSEDED SURVEY CONTROL
 AE1041
 AE1041  NGVD 29 (??/??/92)  122.821  (m)          402.96   (f) ADJ UNCH    1 2
 AE1041
 AE1041.Superseded values are not recommended for survey control.
 AE1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1041.See file dsdata.txt to determine how the superseded data were derived.
 AE1041
 AE1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ754711(NAD 83)
 AE1041_MARKER: DD = SURVEY DISK
 AE1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1041_STAMPING: S L 31 A 1955
 AE1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1041+STABILITY: SURFACE MOTION
 AE1041
 AE1041  HISTORY     - Date     Condition        Report By
 AE1041  HISTORY     - 1955     MONUMENTED       IBWC
 AE1041  HISTORY     - 1956     GOOD             NGS
 AE1041
 AE1041                          STATION DESCRIPTION
 AE1041
 AE1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1041'3.4 MI SE FROM ZAPATA.
 AE1041'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1041'ZAPATA, 390 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 320 FEET
 AE1041'SOUTHWEST OF A FENCE, 33 FEET WEST OF THE CENTER LINE OF A TRACK ROAD
 AE1041'LEADING SOUTH, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AE1041'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6803 ***********************************************************************
 AW6803  DESIGNATION -  SL 9 USE
 AW6803  PID         -  AW6803
 AW6803  STATE/COUNTY-  TX/BRAZORIA
 AW6803  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6803
 AW6803                         *CURRENT SURVEY CONTROL
 AW6803  ___________________________________________________________________
 AW6803* NAD 83(1993)-  29 01 37.14447(N)    095 11 17.82367(W)     ADJUSTED  
 AW6803* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 AW6803  ___________________________________________________________________
 AW6803  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AW6803  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AW6803
 AW6803  HORZ ORDER  -  SECOND
 AW6803
 AW6803.The horizontal coordinates were established by classical geodetic methods
 AW6803.and adjusted by the National Geodetic Survey in February 1996..
 AW6803
 AW6803.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6803
 AW6803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6803
 AW6803.The geoid height was determined by GEOID03.
 AW6803
 AW6803;                    North         East     Units Scale Factor Converg.
 AW6803;SPC TXSC     - 4,138,338.464   971,201.726   MT  0.99987759   +1 52 02.7
 AW6803;SPC TXSC     -13,577,198.78  3,186,351.00   sFT  0.99987759   +1 52 02.7
 AW6803;UTM  15      - 3,212,950.577   286,889.019   MT  1.00016047   -1 03 43.9
 AW6803
 AW6803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6803!SPC TXSC     -   1.00000393  x   0.99987759  =   0.99988152
 AW6803!UTM  15      -   1.00000393  x   1.00016047  =   1.00016440
 AW6803
 AW6803                          SUPERSEDED SURVEY CONTROL
 AW6803
 AW6803  NAD 83(1986)-  29 01 37.15426(N)    095 11 17.80412(W) AD(       ) 2
 AW6803  NAD 27      -  29 01 36.27608(N)    095 11 17.04907(W) AD(       ) 2
 AW6803  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 AW6803
 AW6803.Superseded values are not recommended for survey control.
 AW6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6803.See file dsdata.txt to determine how the superseded data were derived.
 AW6803
 AW6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8688912951(NAD 83)
 AW6803_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW6803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6803+STABILITY: SURFACE MOTION
 AW6803
 AW6803  HISTORY     - Date     Condition        Report By
 AW6803  HISTORY     - 1978     MONUMENTED       DOD
 AW6803  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6803  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6803
 AW6803                          STATION DESCRIPTION
 AW6803
 AW6803'DESCRIBED BY US DEPARTMENT OF DEFENSE 1978 (JRS)
 AW6803'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF SURFSIDE,
 AW6803'6 MILES SOUTHWEST OF SAN LUIS PASS, AND ON COUNTY HIGHWAY
 AW6803'RIGHT-OF-WAY.
 AW6803'
 AW6803'TO REACH THE STATION FROM THE SOUTHWEST END OF THE TOLL BRIDGE
 AW6803'OVER SAN LUIS PASS, GO SOUTHWEST ON COUNTY ROAD 257 FOR 5.8
 AW6803'MILES TO A GROUP OF TOWN HOUSES ON THE LEFT AND A SIGN ON THE
 AW6803'RIGHT PEREQRINE TOWN HOUSES.  CONTINUE SOUTHWEST ON COUNTY
 AW6803'ROAD 257 FOR 2.0 MILES TO A SIDE ROAD AND THE STATION ON THE
 AW6803'RIGHT.
 AW6803'
 AW6803'THE STATION IS A US ARMY CORPS OF ENGINEERS DISK
 AW6803'STAMPED---SL 9 77---,
 AW6803'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW6803'DIAMETER RECESSED 1 INCH BELOW THE GROUND.  IT IS
 AW6803'57.5 FEET WEST-NORTHWEST FROM THE CENTER OF COUNTY ROAD 257,
 AW6803'38.0 FEET SOUTH FROM A 18-INCH PALM TREE, AND
 AW6803'3.7 FEET EAST-SOUTHEAST FROM A POWERLINE POLE WITH
 AW6803'TRANSFORMER.
 AW6803'
 AW6803'THIS STATION WAS USED AS A REFERENCE MARK TO STATION PUGH,
 AW6803'CONNECTED BY TRAVERSE, REDUCED TO SEA LEVEL.
 AW6803
 AW6803                          STATION RECOVERY (2004)
 AW6803
 AW6803'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6803'MARK NOT FOUND.
 AW6803
 AW6803                          STATION RECOVERY (2005)
 AW6803
 AW6803'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2252 ***********************************************************************
 AN2252  DESIGNATION -  SLAIKEU
 AN2252  PID         -  AN2252
 AN2252  STATE/COUNTY-  TX/JACKSON
 AN2252  USGS QUAD   -  OLIVIA (1995)
 AN2252
 AN2252                         *CURRENT SURVEY CONTROL
 AN2252  ___________________________________________________________________
 AN2252* NAD 83(1993)-  28 41 51.24052(N)    096 23 22.99680(W)     ADJUSTED  
 AN2252* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AN2252  ___________________________________________________________________
 AN2252  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AN2252  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN2252
 AN2252  HORZ ORDER  -  FIRST
 AN2252
 AN2252.The horizontal coordinates were established by classical geodetic methods
 AN2252.and adjusted by the National Geodetic Survey in February 1996..
 AN2252
 AN2252.The orthometric height was scaled from a topographic map.
 AN2252
 AN2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2252
 AN2252.The geoid height was determined by GEOID03.
 AN2252
 AN2252;                    North         East     Units Scale Factor Converg.
 AN2252;SPC TXSC     - 4,098,628.216   855,039.125   MT  0.99992465   +1 16 43.7
 AN2252;SPC TXSC     -13,446,916.07  2,805,240.86   sFT  0.99992465   +1 16 43.7
 AN2252;UTM  14      - 3,177,270.108   755,025.367   MT  1.00040270   +1 15 14.8
 AN2252
 AN2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2252!SPC TXSC     -   1.00000377  x   0.99992465  =   0.99992842
 AN2252!UTM  14      -   1.00000377  x   1.00040270  =   1.00040647
 AN2252
 AN2252:                Primary Azimuth Mark                     Grid Az
 AN2252:SPC TXSC     -  CAMP HULEN TANK                          088 57 01.9
 AN2252:UTM  14      -  CAMP HULEN TANK                          088 58 30.8
 AN2252
 AN2252|---------------------------------------------------------------------|
 AN2252| PID    Reference Object                     Distance      Geod. Az  |
 AN2252|                                                           dddmmss.s |
 AN2252| AN2232 CAMP HULEN TANK                     APPROX.13.9 KM 0901345.6 |
 AN2252| AN2239 CAMPBELL P F WINDMILL               APPROX. 6.4 KM 0901708.9 |
 AN2252| CV6791 SLAIKEU RM 2                                       0944002.9 |
 AN2252| AN2251 KARANKAWA CLUB HOUSE W GABLE        APPROX. 3.6 KM 1680133.0 |
 AN2252| AN2249 OLIVIA CHURCH STEEPLE               APPROX. 8.3 KM 2260538.7 |
 AN2252| AN2250 DISTRICT 1 SCHOOL FLAGPOLE          APPROX. 5.4 KM 2343736.8 |
 AN2252| AN2254 WILLIAM SELLS HOUSE CUPOLA          APPROX. 2.6 KM 3122238.0 |
 AN2252| CV6790 SLAIKEU RM 1                         41.919 METERS 34043     |
 AN2252|---------------------------------------------------------------------|
 AN2252
 AN2252                          SUPERSEDED SURVEY CONTROL
 AN2252
 AN2252  NAD 83(1986)-  28 41 51.24916(N)    096 23 22.97618(W) AD(       ) 1
 AN2252  NAD 27      -  28 41 50.27200(N)    096 23 22.08000(W) AD(       ) 1
 AN2252
 AN2252.Superseded values are not recommended for survey control.
 AN2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2252.See file dsdata.txt to determine how the superseded data were derived.
 AN2252
 AN2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5502577270(NAD 83)
 AN2252_MARKER: DS = TRIANGULATION STATION DISK
 AN2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2252
 AN2252  HISTORY     - Date     Condition        Report By
 AN2252  HISTORY     - 1931     MONUMENTED       CGS
 AN2252  HISTORY     - 1934     GOOD             CGS
 AN2252  HISTORY     - 1956     GOOD             CGS
 AN2252  HISTORY     - 1961     GOOD             CGS
 AN2252  HISTORY     - 1969     GOOD             CGS
 AN2252
 AN2252                          STATION DESCRIPTION
 AN2252
 AN2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2252'ABOUT 10 MILES W OF PALACIOS, ON E SHORE OF CARANCAHUA BAY, ON
 AN2252'LAND OWNED AND OCCUPIED BY L.J. SLAIKEU, IN THE FENCELINE
 AN2252'BETWEEN THE BARN LOT AND PASTURE TO S, ON OPPOSITE SIDE
 AN2252'OF ROAD FROM AND 150 FEET SE OF SLAIKEUS HOUSE, SW OF THE BARN,
 AN2252'72 FEET E OF CENTER LINE OF ROAD, 41.2 FEET E OF SW CORNER OF
 AN2252'BARN LOT, AND 0.55 FOOT S OF FENCELINE SEPARATING BARN LOT
 AN2252'AND PASTURE.
 AN2252'
 AN2252'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE BRONZE DISKS
 AN2252'SET IN CONCRETE.  UPPER MARK PROJECTS ABOUT 3 INCHES ABOVE
 AN2252'THE GROUND.
 AN2252'
 AN2252'REFERENCE MARK 1 PROJECTS ABOUT 8 INCHES ABOVE THE GROUND,
 AN2252'IS 32 FEET E OF CENTER LINE OF ROAD, 21.3 FEET N OF N SIDE
 AN2252'OF CATTLE GATE TO BARNYARD, 0.85 FOOT W OF W FENCELINE OF
 AN2252'BARN LOT, AND 137.53 FEET FROM STATION N 19 DEG 17 MIN W.
 AN2252'
 AN2252'REFERENCE MARK 2 PROJECTS ABOUT 4 INCHES ABOVE THE GROUND,
 AN2252'IS 211 FEET N OF SE CORNER OF FIELD, 20.5 FEET W OF CENTER
 AN2252'LINE OF DIRT ROAD, 1.25 FEET W OF THE N-S FENCELINE AROUND
 AN2252'FIELD, AND APPROXIMATELY 0.5 MILE FROM STATION S 85 DEG 20 MIN E.
 AN2252
 AN2252                          STATION RECOVERY (1934)
 AN2252
 AN2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN2252'RECOVERED AS DESCRIBED BY F.L.G. IN 1931.
 AN2252
 AN2252                          STATION RECOVERY (1956)
 AN2252
 AN2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WHS)
 AN2252'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN2252'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 AN2252
 AN2252                          STATION RECOVERY (1961)
 AN2252
 AN2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRM)
 AN2252'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AN2252'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 AN2252'TO STATION SITE ARE CORRECT.
 AN2252
 AN2252                          STATION RECOVERY (1969)
 AN2252
 AN2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2252'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 AN2252'MARK 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 AN2252'LYING ON THE GROUND SURFACE AND HAS BEEN DESTROYED.  A COMPLETE
 AN2252'DESCRIPTION FOLLOWS--
 AN2252'
 AN2252'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST NORTHEAST
 AN2252'OF POINT COMFORT, 5 MILES NORTHEAST OF THE SMALL COMMUNITY
 AN2252'AT OLIVIA, AT A SMALL COMMUNITY KNOWN AS CARANCAHUA AND
 AN2252'ON THE EAST SHORE OF A BAY KNOWN BY THE SAME NAME, ON PROPERTY
 AN2252'OF MR. E. ABRAHAMSON.
 AN2252'
 AN2252'TO REACH THE STATION FROM THE CROSS ROAD JUNCTION OF STATE
 AN2252'HIGHWAY 35 AND FARM ROAD 1593 AT THE EAST EDGE OF POINT COMFORT,
 AN2252'GO EAST-NORTHEAST ON S.H. 35 FOR 6.8 MILES TO CROSS ROAD JUNCTION
 AN2252'WITH S.H. 172, CONTINUE AHEAD ON S.H. 35 EASTERLY, FOR 5.9
 AN2252'MILES TO AN OFF-SET CROSS ROAD AND JUNCTION OF FARM ROAD
 AN2252'1862 ON THE LEFT.  TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR
 AN2252'1.6 MILES TO T-JUNCTION AT CARANCAHUA COMMUNITY CENTER, TURN
 AN2252'RIGHT AND GO WEST ON PAVED ROAD FOR 1.0 MILE TO POINT WHERE
 AN2252'ROAD TURNS LEFT, TURN LEFT AND FOLLOW PAVEMENT SOUTH 0.45
 AN2252'MILE TO REFERENCE MARK 2 LYING ON ITS SIDE IN THE WEST
 AN2252'RIGHT-OF-WAY FENCE, CONTINUE SOUTH 0.05 MILE TO SIDE ROAD
 AN2252'RIGHT, TURN RIGHT AND GO WEST ON SHELL ROAD FOR 0.5 MILE TO
 AN2252'BRICK HOME OF MR. ABRAHAMSON ON THE RIGHT AT POINT WHERE
 AN2252'ROAD TURNS RIGHT AND GOES NORTH, TURN RIGHT AND GO
 AN2252'NORTH 0.1 MILE TO THE STATION ON THE RIGHT.
 AN2252'
 AN2252'THE STATION MARK IS A STANDARD DISK, STAMPED SLAIKEU 1931 1934,
 AN2252'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 AN2252'10 INCHES ABOVE THE GROUND.  IT IS ABOUT 0.1 MILE NORTH OF
 AN2252'THE BRICK HOUSE, 73 FEET EAST OF THE CENTER OF THE SHELL
 AN2252'ROAD, 43 FEET EAST OF METAL WITNESS POST WITH SIGN THAT IS
 AN2252'SET AT THE SOUTHWEST CORNER OF BOARD CORRAL, 37.0 FEET WEST OF
 AN2252'WEST GATE POST OF GATE IN SOUTH FENCE OF CORRAL AND UNDER THE
 AN2252'SOUTH FENCE OF THE CORRAL.
 AN2252'
 AN2252'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SLAIKEU NO 1 1931
 AN2252'34, SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 AN2252'2 INCHES.  IT IS NORTH-NORTHWEST OF THE STATION, 44.5 FEET
 AN2252'NORTH OF THE NORTHWEST CORNER OF THE CORRAL, 30 FEET EAST OF THE
 AN2252'CENTER OF THE SHELL ROAD, 12.5 FEET SOUTH OF THE NORTHWEST
 AN2252'CORNER OF TIN SHED, 7.5 FEET NORTH OF THE SOUTHWEST CORNER OF
 AN2252'THE TIN SHED, 1 FOOT WEST OF THE WEST WALL OF THE SHED AND 1
 AN2252'FOOT SOUTH OF A 12 INCH TREE.  THE LINE OF SIGHT FROM THIS
 AN2252'MARK TO THE STATION IS BLOCKED BY THE TIN SHED.
 AN2252'
 AN2252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2
 AN2252'MILES EAST-NORTHEAST OF PT. COMFORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1356 ***********************************************************************
 DM1356  DESIGNATION -  SLATE
 DM1356  PID         -  DM1356
 DM1356  STATE/COUNTY-  TX/LAMAR
 DM1356  USGS QUAD   -  SLATE SHOALS (1951)
 DM1356
 DM1356                         *CURRENT SURVEY CONTROL
 DM1356  ___________________________________________________________________
 DM1356* NAD 83(1993)-  33 51 01.47166(N)    095 25 18.58408(W)     ADJUSTED  
 DM1356* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 DM1356  ___________________________________________________________________
 DM1356  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DM1356  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DM1356
 DM1356  HORZ ORDER  -  SECOND
 DM1356
 DM1356.The horizontal coordinates were established by classical geodetic methods
 DM1356.and adjusted by the National Geodetic Survey in February 1996..
 DM1356
 DM1356.The orthometric height was scaled from a topographic map.
 DM1356
 DM1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1356
 DM1356.The geoid height was determined by GEOID03.
 DM1356
 DM1356;                    North         East     Units Scale Factor Converg.
 DM1356;SPC TXNC     - 2,246,337.438   884,824.289   MT  0.99996964   +1 40 43.7
 DM1356;SPC TXNC     - 7,369,858.74  2,902,961.02   sFT  0.99996964   +1 40 43.7
 DM1356;SPC OK S     -    60,403.471   838,578.684   MT  1.00001734   +1 27 48.3
 DM1356;SPC OK S     -   198,173.72  2,751,236.90   sFT  1.00001734   +1 27 48.3
 DM1356;UTM  15      - 3,748,208.569   275,932.551   MT  1.00021897   -1 20 58.5
 DM1356
 DM1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1356!SPC TXNC     -   0.99998131  x   0.99996964  =   0.99995095
 DM1356!SPC OK S     -   0.99998131  x   1.00001734  =   0.99999865
 DM1356!UTM  15      -   0.99998131  x   1.00021897  =   1.00020027
 DM1356
 DM1356|---------------------------------------------------------------------|
 DM1356| PID    Reference Object                     Distance      Geod. Az  |
 DM1356|                                                           dddmmss.s |
 DM1356| CY2301 SLATE RM 1                           57.623 METERS 05456     |
 DM1356| CY2300 SLATE AZ MK                                        2553936.6 |
 DM1356| CY2302 SLATE RM 2                           30.578 METERS 31139     |
 DM1356|---------------------------------------------------------------------|
 DM1356
 DM1356                          SUPERSEDED SURVEY CONTROL
 DM1356
 DM1356  NAD 83(1993)-  33 51 01.47193(N)    095 25 18.58384(W) AD(       ) 2
 DM1356  NAD 83(1986)-  33 51 01.47777(N)    095 25 18.57331(W) AD(       ) 2
 DM1356  NAD 27      -  33 51 01.10300(N)    095 25 17.73600(W) AD(       ) 2
 DM1356
 DM1356.Superseded values are not recommended for survey control.
 DM1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1356.See file dsdata.txt to determine how the superseded data were derived.
 DM1356
 DM1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7593348209(NAD 83)
 DM1356_MARKER: DS = TRIANGULATION STATION DISK
 DM1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1356
 DM1356  HISTORY     - Date     Condition        Report By
 DM1356  HISTORY     - 1951     MONUMENTED       CGS
 DM1356  HISTORY     - 1957     GOOD             CGS
 DM1356  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 DM1356
 DM1356                          STATION DESCRIPTION
 DM1356
 DM1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1356'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 5-1/4 MILES
 DM1356'EAST OF THE SMALL VILLAGE OF POWDERLY IN A RIGHT-OF-WAY FENCELINE.
 DM1356'IT IS 41 FEET SOUTH OF THE CENTERLINE OF A ROAD AND 11 FEET
 DM1356'WEST OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH
 DM1356'THE GROUND AND THE DISK IS STAMPED SLATE 1951.
 DM1356'
 DM1356'REFERENCE MARK NO. 1 IS 39 FEET NORTH OF THE CENTERLINE
 DM1356'OF A ROAD, 39 FEET EAST OF A POWERLINE POLE AND 1 FOOT SOUTH
 DM1356'OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 6
 DM1356'INCHES AND THE DISK IS STAMPED SLATE NO 1 1951.
 DM1356'
 DM1356'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF THE CENTERLINE
 DM1356'OF A ROAD AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.
 DM1356'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 DM1356'SLATE NO 2 1951.
 DM1356'
 DM1356'AZIMUTH MARK IS 43 FEET NORTH OF THE CENTERLINE OF A ROAD,
 DM1356'AND 2 FEET NORTH NORTHEAST OF A WHITE WITNESS POST.
 DM1356'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DM1356'SLATE 1951.
 DM1356'
 DM1356'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL
 DM1356'VILLAGE OF POWDERLY, GO NORTHERLY ON U.S. HIGHWAY 271 FOR
 DM1356'2.1 MILES TO A T-ROAD RIGHT (FARM ROAD 906) AND SIGN SLATE
 DM1356'SHEALS.  TURN RIGHT AND FOLLOW FARM ROAD 906 EASTERLY FOR 5.1
 DM1356'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE EASTERLY
 DM1356'FOR 0.25 MILE TO STATION ON RIGHT AS DESCRIBED.
 DM1356'
 DM1356'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1356
 DM1356                          STATION RECOVERY (1957)
 DM1356
 DM1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1356'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1356'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1356
 DM1356                          STATION RECOVERY (1995)
 DM1356
 DM1356'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0636 ***********************************************************************
 DP0636  DESIGNATION -  SLATON COTTON COMPRESS TANK
 DP0636  PID         -  DP0636
 DP0636  STATE/COUNTY-  TX/LUBBOCK
 DP0636  USGS QUAD   -  SLATON (1975)
 DP0636
 DP0636                         *CURRENT SURVEY CONTROL
 DP0636  ___________________________________________________________________
 DP0636* NAD 83(1993)-  33 26 44.17544(N)    101 38 43.40457(W)     ADJUSTED  
 DP0636* NAVD 88     -                                                        
 DP0636  ___________________________________________________________________
 DP0636  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DP0636  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 DP0636
 DP0636  HORZ ORDER  -  THIRD
 DP0636
 DP0636.The horizontal coordinates were established by classical geodetic methods
 DP0636.and adjusted by the National Geodetic Survey in February 1996..
 DP0636
 DP0636
 DP0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0636
 DP0636.The geoid height was determined by GEOID03.
 DP0636
 DP0636;                    North         East     Units Scale Factor Converg.
 DP0636;SPC TXNC     - 2,201,645.679   307,613.722   MT  0.99989619   -1 42 55.7
 DP0636;SPC TXNC     - 7,223,232.53  1,009,229.35   sFT  0.99989619   -1 42 55.7
 DP0636;UTM  14      - 3,703,818.552   254,093.812   MT  1.00034558   -1 27 31.4
 DP0636
 DP0636                          SUPERSEDED SURVEY CONTROL
 DP0636
 DP0636  NAD 83(1986)-  33 26 44.18396(N)    101 38 43.39576(W) AD(       ) 4
 DP0636  NAD 27      -  33 26 43.86300(N)    101 38 41.82600(W) AD(       ) 3
 DP0636
 DP0636.Superseded values are not recommended for survey control.
 DP0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0636.See file dsdata.txt to determine how the superseded data were derived.
 DP0636
 DP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5409403819(NAD 83)
 DP0636_MARKER: 51 = TANK
 DP0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0636+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DP0636
 DP0636  HISTORY     - Date     Condition        Report By
 DP0636  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0636  HISTORY     - 20050526 GOOD             USPSQD
 DP0636
 DP0636                          STATION DESCRIPTION
 DP0636
 DP0636'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0638 ***********************************************************************
 DP0638  DESIGNATION -  SLATON MUNICIPAL TANK
 DP0638  PID         -  DP0638
 DP0638  STATE/COUNTY-  TX/LUBBOCK
 DP0638  USGS QUAD   -  SLATON (1975)
 DP0638
 DP0638                         *CURRENT SURVEY CONTROL
 DP0638  ___________________________________________________________________
 DP0638* NAD 83(1986)-  33 26 23.65639(N)    101 38 38.79280(W)     ADJUSTED  
 DP0638* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 DP0638  ___________________________________________________________________
 DP0638  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 DP0638  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 DP0638
 DP0638  HORZ ORDER  -  THIRD
 DP0638
 DP0638.The horizontal coordinates were established by classical geodetic methods
 DP0638.and adjusted by the National Geodetic Survey in July 1998..
 DP0638
 DP0638.The orthometric height was scaled from a topographic map.
 DP0638
 DP0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0638
 DP0638.The geoid height was determined by GEOID03.
 DP0638
 DP0638;                    North         East     Units Scale Factor Converg.
 DP0638;SPC TXNC     - 2,201,010.292   307,713.854   MT  0.99989551   -1 42 53.2
 DP0638;SPC TXNC     - 7,221,147.93  1,009,557.87   sFT  0.99989551   -1 42 53.2
 DP0638;UTM  14      - 3,703,183.335   254,196.837   MT  1.00034496   -1 27 28.1
 DP0638
 DP0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0638!SPC TXNC     -   0.99985569  x   0.99989551  =   0.99975121
 DP0638!UTM  14      -   0.99985569  x   1.00034496  =   1.00020060
 DP0638
 DP0638                          SUPERSEDED SURVEY CONTROL
 DP0638
 DP0638  NAD 83(1993)-  33 26 23.65639(N)    101 38 38.79280(W) AD(       ) 4
 DP0638  NAD 83(1986)-  33 26 23.66485(N)    101 38 38.78392(W) AD(       ) 4
 DP0638  NAD 27      -  33 26 23.34200(N)    101 38 37.21500(W) AD(       ) 3
 DP0638
 DP0638.Superseded values are not recommended for survey control.
 DP0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0638.See file dsdata.txt to determine how the superseded data were derived.
 DP0638
 DP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5419703183(NAD 83)
 DP0638_MARKER: 51 = TANK
 DP0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0638+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DP0638
 DP0638  HISTORY     - Date     Condition        Report By
 DP0638  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0638  HISTORY     - 20050526 GOOD             USPSQD
 DP0638
 DP0638                          STATION DESCRIPTION
 DP0638
 DP0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DP0638'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33101-3, STATION 1014.
 DP0638
 DP0638                          STATION RECOVERY (2005)
 DP0638
 DP0638'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DP0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0635 ***********************************************************************
 DP0635  DESIGNATION -  SLATON SCHSE BRICK CHIMNEY
 DP0635  PID         -  DP0635
 DP0635  STATE/COUNTY-  TX/LUBBOCK
 DP0635  USGS QUAD   -  SLATON (1975)
 DP0635
 DP0635                         *CURRENT SURVEY CONTROL
 DP0635  ___________________________________________________________________
 DP0635* NAD 83(1993)-  33 25 46.31041(N)    101 38 38.84534(W)     ADJUSTED  
 DP0635* NAVD 88     -                                                        
 DP0635  ___________________________________________________________________
 DP0635  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DP0635  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 DP0635
 DP0635  HORZ ORDER  -  THIRD
 DP0635
 DP0635.The horizontal coordinates were established by classical geodetic methods
 DP0635.and adjusted by the National Geodetic Survey in February 1996..
 DP0635
 DP0635
 DP0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0635
 DP0635.The geoid height was determined by GEOID03.
 DP0635
 DP0635;                    North         East     Units Scale Factor Converg.
 DP0635;SPC TXNC     - 2,199,860.378   307,678.071   MT  0.99989430   -1 42 53.2
 DP0635;SPC TXNC     - 7,217,375.26  1,009,440.47   sFT  0.99989430   -1 42 53.2
 DP0635;UTM  14      - 3,702,032.755   254,166.202   MT  1.00034515   -1 27 26.7
 DP0635
 DP0635                          SUPERSEDED SURVEY CONTROL
 DP0635
 DP0635  NAD 83(1986)-  33 25 46.31876(N)    101 38 38.83619(W) AD(       ) 4
 DP0635  NAD 27      -  33 25 46.00000(N)    101 38 37.27000(W) AD(       ) 3
 DP0635
 DP0635.Superseded values are not recommended for survey control.
 DP0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0635.See file dsdata.txt to determine how the superseded data were derived.
 DP0635
 DP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5416602033(NAD 83)
 DP0635_MARKER: 85 = CHIMNEY
 DP0635
 DP0635  HISTORY     - Date     Condition        Report By
 DP0635  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0635
 DP0635                          STATION DESCRIPTION
 DP0635
 DP0635'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0598 ***********************************************************************
 BN0598  DESIGNATION -  SLAUGHTER
 BN0598  PID         -  BN0598
 BN0598  STATE/COUNTY-  TX/BURNET
 BN0598  USGS QUAD   -  MARBLE FALLS (1967)
 BN0598
 BN0598                         *CURRENT SURVEY CONTROL
 BN0598  ___________________________________________________________________
 BN0598* NAD 83(1993)-  30 37 14.42584(N)    098 18 01.57824(W)     ADJUSTED  
 BN0598* NAVD 88     -       348.     (meters)    1142.     (feet)  SCALED    
 BN0598  ___________________________________________________________________
 BN0598  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 BN0598  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 BN0598
 BN0598  HORZ ORDER  -  SECOND
 BN0598
 BN0598.The horizontal coordinates were established by classical geodetic methods
 BN0598.and adjusted by the National Geodetic Survey in February 1996..
 BN0598
 BN0598.The orthometric height was scaled from a topographic map.
 BN0598
 BN0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0598
 BN0598.The geoid height was determined by GEOID03.
 BN0598
 BN0598;                    North         East     Units Scale Factor Converg.
 BN0598;SPC TX C     - 3,107,537.581   894,884.769   MT  0.99990368   +1 02 49.4
 BN0598;SPC TX C     -10,195,312.88  2,935,967.78   sFT  0.99990368   +1 02 49.4
 BN0598;UTM  14      - 3,387,772.794   567,048.090   MT  0.99965545   +0 21 22.8
 BN0598
 BN0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0598!SPC TX C     -   0.99994914  x   0.99990368  =   0.99985283
 BN0598!UTM  14      -   0.99994914  x   0.99965545  =   0.99960461
 BN0598
 BN0598|---------------------------------------------------------------------|
 BN0598| PID    Reference Object                     Distance      Geod. Az  |
 BN0598|                                                           dddmmss.s |
 BN0598| CV6354 SLAUGHTER RM 1                       10.059 METERS 02204     |
 BN0598| BN0596 MARBLE FALLS SW MUNICIPAL TANK      APPROX. 6.2 KM 1581629.6 |
 BN0598| CV6353 SLAUGHTER AZ MK                                    1595256.2 |
 BN0598| CV6355 SLAUGHTER RM 2                        9.906 METERS 20338     |
 BN0598|---------------------------------------------------------------------|
 BN0598
 BN0598                          SUPERSEDED SURVEY CONTROL
 BN0598
 BN0598  NAD 83(1986)-  30 37 14.43739(N)    098 18 01.56429(W) AD(       ) 2
 BN0598  NAD 27      -  30 37 13.76510(N)    098 18 00.47780(W) AD(       ) 2
 BN0598
 BN0598.Superseded values are not recommended for survey control.
 BN0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0598.See file dsdata.txt to determine how the superseded data were derived.
 BN0598
 BN0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6704887773(NAD 83)
 BN0598_MARKER: DS = TRIANGULATION STATION DISK
 BN0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0598_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0598
 BN0598  HISTORY     - Date     Condition        Report By
 BN0598  HISTORY     - 1956     MONUMENTED       CGS
 BN0598  HISTORY     - 1967     MARK NOT FOUND   CGS
 BN0598  HISTORY     - 1969     GOOD             CGS
 BN0598  HISTORY     - 20020223 GOOD             USPSQD
 BN0598
 BN0598                          STATION DESCRIPTION
 BN0598
 BN0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0598'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT HILL
 BN0598'KNOWN AS SLAUGHTER MOUNTAIN, ABOUT 3.5 MILES NORTH-NORTHWEST
 BN0598'OF MARBLE FALLS, AND ON LAND OWNED BY MR. CARL SLAUGHTER.
 BN0598'
 BN0598'TO REACH THE STATION FROM THE POST OFFICE IN MARBLE FALLS, GO
 BN0598'WEST ON A MACADAM ROAD FOR 0.35 MILE TO A T-INTERSECTION, TURN
 BN0598'RIGHT AND GO NORTH AND WEST FOR 0.95 MILE TO A CROSSROAD
 BN0598'AT THE NORTHWEST CORNER OF SCHOOL YARD, TURN LEFT (NORTHWESTERLY)
 BN0598'AND FOLLOW THE MAIN DIRT ROAD FOR 0.7 MILE TO A Y-JUNCTION,
 BN0598'CONTINUE STRAIGHT AHEAD ON THE RIGHT ROAD FOR 0.45 MILE TO THREE
 BN0598'ROAD FORK, BEAR RIGHT ACROSS CREEK AND GO FOR 0.75 MILE TO THE
 BN0598'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE FOR
 BN0598'0.45 MILE TO A CATTLE GUARD, CONTINUE FOR 0.05 MILE TO A FARM
 BN0598'ROAD ON THE LEFT, TURN LEFT AND GO WEST FOR 0.3 MILE TO MR.
 BN0598'SLAUGHTERS HOUSE, GO EAST FOR 0.05 MILE TO A BULL-DOZED
 BN0598'ROAD, FOLLOW ROAD UP STEEP SLOPE TO TOP OF RIDGE, TURN
 BN0598'LEFT (NORTHWEST) AND GO FOR 0.3 MILE TO THE NORTHWESTERN
 BN0598'EDGE OF THE RIDGE AND THE STATION.  NOTE--A FOUR-WHEEL
 BN0598'DRIVE TRUCK IS NEEDED TO REACH THE STATION FROM MR.
 BN0598'SLAUGHTERS HOUSE.
 BN0598'
 BN0598'THE STATION MARK IS 18 FEET SOUTH OF AN 18 INCH LIVE OAK
 BN0598'TREE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND
 BN0598'THE DISK IS STAMPED SLAUGHTER 1956.
 BN0598'
 BN0598'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0598'AND THE DISK IS STAMPED SLAUGHTER NO 1 1956.
 BN0598'
 BN0598'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0598'AND THE DISK IS STAMPED SLAUGHTER NO 2 1956.
 BN0598'
 BN0598'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF THE DIRT
 BN0598'ROAD, 3 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST, AND
 BN0598'2 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES,
 BN0598'AND THE DISK IS STAMPED SLAUGHTER 1956.
 BN0598'
 BN0598'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BN0598
 BN0598                          STATION RECOVERY (1967)
 BN0598
 BN0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KFL)
 BN0598'STATION NOT FOUND.  NO SIGN OF STATION COULD BE FOUND AFTER
 BN0598'WALKING TO DESCRIBED LOCATION.  HEAVY RAINS HAVE WIPED OUT
 BN0598'ROAD TO TOP OF MOUNTAIN.  AZIMUTH MARK AND OTHER FEATURES FOUND.
 BN0598'
 BN0598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MARBLE FALLS, 4
 BN0598'MILES NW OF.
 BN0598
 BN0598                          STATION RECOVERY (1969)
 BN0598
 BN0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BN0598'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 BN0598'WITH THE BELOW CHANGES.
 BN0598'
 BN0598'THE STATION MARK IS ABOUT 250 FEET EAST OF THE WEST EDGE OF
 BN0598'THE RIDGE, ABOUT 150 FEET NORTH OF THE SOUTHEDGE OF RIDGE
 BN0598'AND 45 FEET SOUTHWEST OF A 9 INCH CEDAR TREE.
 BN0598'
 BN0598'REFERENCE MARK 1 IS 18 FEET NORTHEAST OF THE OAK TREE AND 14 FEET
 BN0598'WEST OF THE CEDAR TREE.
 BN0598'
 BN0598'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST AND AS
 BN0598'DESCRIBED.
 BN0598'
 BN0598'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 BN0598'AND RANCH ROAD 1431 IN MARBLE FALLS, GO WEST ON ROAD 1431 FOR
 BN0598'1.65 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST
 BN0598'ON GRADED ROAD FOR 0.45 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK
 BN0598'AND GO NORTH CROSSING CREEK FOR 0.75 MILE TO THE AZIMUTH MARK
 BN0598'ON THE RIGHT.  CONTINUE NORTH FOR 0.1 MILE TO A SIDE ROAD
 BN0598'LEFT.  TURN LEFT AND GO WEST ON THE ROAD FOR 0.3 MILE TO MR.
 BN0598'SLAUGHTERS HOME AND THE END OF TRUCK TRAVEL.  FROM HERE
 BN0598'PACK NORTH TO THE HIGHEST POINT OF RIDGE AND THE STATION.
 BN0598'
 BN0598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 BN0598'NORTHWEST OF MARBLE FALLS
 BN0598
 BN0598                          STATION RECOVERY (2002)
 BN0598
 BN0598'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BN0598'RM 1, RM 2, AND AZIMUTH MARK ALSO RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0627 ***********************************************************************
 DP0627  DESIGNATION -  SLAUGHTER
 DP0627  PID         -  DP0627
 DP0627  STATE/COUNTY-  TX/GARZA
 DP0627  USGS QUAD   -  MIDDLE CREEK (1969)
 DP0627
 DP0627                         *CURRENT SURVEY CONTROL
 DP0627  ___________________________________________________________________
 DP0627* NAD 83(1993)-  33 07 13.17818(N)    101 23 43.49975(W)     ADJUSTED  
 DP0627* NAVD 88     -       866.     (meters)    2841.     (feet)  SCALED    
 DP0627  ___________________________________________________________________
 DP0627  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DP0627  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 DP0627
 DP0627  HORZ ORDER  -  FIRST
 DP0627
 DP0627.The horizontal coordinates were established by classical geodetic methods
 DP0627.and adjusted by the National Geodetic Survey in February 1996..
 DP0627
 DP0627.The orthometric height was scaled from a topographic map.
 DP0627
 DP0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0627
 DP0627.The geoid height was determined by GEOID03.
 DP0627
 DP0627;                    North         East     Units Scale Factor Converg.
 DP0627;SPC TXNC     - 2,164,919.231   329,850.330   MT  0.99987334   -1 34 44.9
 DP0627;SPC TXNC     - 7,102,739.18  1,082,183.96   sFT  0.99987334   -1 34 44.9
 DP0627;UTM  14      - 3,667,180.172   276,507.962   MT  1.00021589   -1 18 33.8
 DP0627
 DP0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0627!SPC TXNC     -   0.99986795  x   0.99987334  =   0.99974131
 DP0627!UTM  14      -   0.99986795  x   1.00021589  =   1.00008381
 DP0627
 DP0627:                Primary Azimuth Mark                     Grid Az
 DP0627:SPC TXNC     -  POST ATT MICROWAVE                       050 04 18.1
 DP0627:UTM  14      -  POST ATT MICROWAVE                       049 48 07.0
 DP0627
 DP0627|---------------------------------------------------------------------|
 DP0627| PID    Reference Object                     Distance      Geod. Az  |
 DP0627|                                                           dddmmss.s |
 DP0627| DP0622 POST ATT MICROWAVE                  APPROX.13.1 KM 0482933.2 |
 DP0627| CJ8512 SLAUGHTER RM 2                       13.864 METERS 06724     |
 DP0627| CJ8511 SLAUGHTER RM 1                       14.776 METERS 34024     |
 DP0627| CJ8510 SLAUGHTER AZ MK                                    3404933.5 |
 DP0627| DP0629 POST SW BELL TEL CO RAD MAST        APPROX.10.3 KM 3433756.0 |
 DP0627|---------------------------------------------------------------------|
 DP0627
 DP0627                          SUPERSEDED SURVEY CONTROL
 DP0627
 DP0627  NAD 83(1993)-  33 07 13.18371(N)    101 23 43.49254(W) AD(       ) 1
 DP0627  NAD 83(1986)-  33 07 13.18478(N)    101 23 43.48869(W) AD(       ) 1
 DP0627  NAD 27      -  33 07 12.83523(N)    101 23 41.99832(W) AD(       ) 1
 DP0627
 DP0627.Superseded values are not recommended for survey control.
 DP0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0627.See file dsdata.txt to determine how the superseded data were derived.
 DP0627
 DP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7650867180(NAD 83)
 DP0627_MARKER: DS = TRIANGULATION STATION DISK
 DP0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0627
 DP0627  HISTORY     - Date     Condition        Report By
 DP0627  HISTORY     - 1968     MONUMENTED       CGS
 DP0627
 DP0627                          STATION DESCRIPTION
 DP0627
 DP0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0627'THE STATION IS LOCATED AIRLINE, ABOUT 5 MILES SOUTH OF POST,
 DP0627'4 MILES SOUTHWEST OF U.S. HIGHWAY 84, ABOUT 3/4 MILE EAST OF
 DP0627'FARM ROAD 669 AND ON PASTURE LAND OF THE SLAUGHTER RANCH.
 DP0627'
 DP0627'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN POST, GO
 DP0627'SOUTH ON AVENUE M (FARM ROAD 669) FOR 3.15 MILES TO THE
 DP0627'JUNCTION WITH FARM ROAD 1313, CONTINUE SOUTHERLY ON FARM
 DP0627'ROAD 669 FOR 1.9 MILES TO A LOCKED GATE ON THE LEFT, (KEY MAY
 DP0627'BE OBTAINED FROM THE SLAUGHTER RANCH) TURN LEFT, PASSING
 DP0627'THROUGH THE GATE AND GO EASTERLY ON A TRACK ROAD FOR 0.65
 DP0627'MILE TO A DIM FORK AND THE AZIMUTH MARK ON THE LEFT, TAKE
 DP0627'THE RIGHT FORK AND GO SOUTHEAST ON A TRACK ROAD FOR 0.45 MILE
 DP0627'TO THE STATION ON THE RIGHT AS DESCRIBED.
 DP0627'
 DP0627'THE STATION MARK IS A STANDARD DISK STAMPED SLAUGHTER 1968, SET
 DP0627'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS 27.5
 DP0627'FEET WEST OF THE CENTER OF THE TRACK ROAD AND 2.7 FEET SOUTHEAST OF
 DP0627'A 4 X 4 WOODEN WITNESS POST.
 DP0627'
 DP0627'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SLAUGHTER NO 1 1968,
 DP0627'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT
 DP0627'IS 20.5 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 45.9
 DP0627'FEET NORTHWEST OF THE WITNESS POST.
 DP0627'
 DP0627'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SLAUGHTER NO 2 1968,
 DP0627'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT
 DP0627'IS 18 FEET EAST OF THE CENTER OF THE TRACK ROAD AND 46.3 FEET
 DP0627'EAST OF THE WITNESS POST.
 DP0627'
 DP0627'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SLAUGHTER 1968, SET IN
 DP0627'THE TOP OF A ROUND CONCRETE POST PROJECTING 5 INCHES.  IT IS
 DP0627'52 FEET NORTH OF THE CENTER OF A TRACK ROAD, 1.9 FEET SOUTHEAST OF
 DP0627'A WITNESS POST AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 DP0627'
 DP0627'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0557 ***********************************************************************
 BO0557  DESIGNATION -  SLAUGHTER
 BO0557  PID         -  BO0557
 BO0557  STATE/COUNTY-  TX/TERRELL
 BO0557  USGS QUAD   -  SHEFFIELD NW (1976)
 BO0557
 BO0557                         *CURRENT SURVEY CONTROL
 BO0557  ___________________________________________________________________
 BO0557* NAD 83(1993)-  30 38 11.09913(N)    101 58 22.06941(W)     ADJUSTED  
 BO0557* NAVD 88     -       835.5    (meters)    2741.     (feet)  VERTCON   
 BO0557  ___________________________________________________________________
 BO0557  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BO0557  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BO0557
 BO0557  HORZ ORDER  -  SECOND
 BO0557
 BO0557.The horizontal coordinates were established by classical geodetic methods
 BO0557.and adjusted by the National Geodetic Survey in February 1996..
 BO0557
 BO0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0557
 BO0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0557
 BO0557.The geoid height was determined by GEOID03.
 BO0557
 BO0557;                    North         East     Units Scale Factor Converg.
 BO0557;SPC TXSC     - 4,314,304.156   315,009.911   MT  1.00012110   -1 27 23.1
 BO0557;SPC TXSC     -14,154,512.89  1,033,495.02   sFT  1.00012110   -1 27 23.1
 BO0557;UTM  14      - 3,393,077.830   215,065.831   MT  1.00060166   -1 30 57.3
 BO0557;UTM  13      - 3,393,217.158   790,151.146   MT  1.00063869   +1 32 37.3
 BO0557
 BO0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0557!SPC TXSC     -   0.99987247  x   1.00012110  =   0.99999355
 BO0557!UTM  14      -   0.99987247  x   1.00060166  =   1.00047405
 BO0557!UTM  13      -   0.99987247  x   1.00063869  =   1.00051108
 BO0557
 BO0557:                Primary Azimuth Mark                     Grid Az
 BO0557:SPC TXSC     -  SLAUGHTER AZ MK                          028 06 11.0
 BO0557:UTM  14      -  SLAUGHTER AZ MK                          028 09 45.2
 BO0557:UTM  13      -  SLAUGHTER AZ MK                          025 06 10.6
 BO0557
 BO0557|---------------------------------------------------------------------|
 BO0557| PID    Reference Object                     Distance      Geod. Az  |
 BO0557|                                                           dddmmss.s |
 BO0557| CI0507 SLAUGHTER AZ MK                                    0263847.9 |
 BO0557| CI0508 SLAUGHTER RM 1                       34.570 METERS 11418     |
 BO0557| CI0509 SLAUGHTER RM 2                       34.284 METERS 21228     |
 BO0557|---------------------------------------------------------------------|
 BO0557
 BO0557                          SUPERSEDED SURVEY CONTROL
 BO0557
 BO0557  NAD 83(1986)-  30 38 11.09784(N)    101 58 22.06657(W) AD(       ) 2
 BO0557  NAD 27      -  30 38 10.49900(N)    101 58 20.59700(W) AD(       ) 2
 BO0557  NGVD 29 (07/19/86)  835.3    (m)         2740.     (f) VERT ANG       
 BO0557
 BO0557.Superseded values are not recommended for survey control.
 BO0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0557.See file dsdata.txt to determine how the superseded data were derived.
 BO0557
 BO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU1506693078(NAD 83)
 BO0557_MARKER: DS = TRIANGULATION STATION DISK
 BO0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0557
 BO0557  HISTORY     - Date     Condition        Report By
 BO0557  HISTORY     - 1935     MONUMENTED       CGS
 BO0557  HISTORY     - 1963     GOOD             CGS
 BO0557  HISTORY     - 1967     GOOD             USGS
 BO0557
 BO0557                          STATION DESCRIPTION
 BO0557
 BO0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BO0557'THIS STATION IS ABOUT 10 MILES WSW OF SHEFFIELD, ON A SLIGHT
 BO0557'RISE IN A HIGH, E-W RIDGE, 4 MILES W OF THE GRADED SHEFFIELD-DRYDEN
 BO0557'HIGHWAY, ABOUT 1-1/2 MILES E OF MILLARD SLAUGHTERS RANCH
 BO0557'BUILDINGS, ABOUT 3/4 MILE S OF THE TRACK ROAD LEADING TO THESE
 BO0557'BUILDINGS, 12 FEET E OF A FENCE, AND ABOUT 50 YARDS N OF A JOG
 BO0557'IN THE FENCE.  THE MARK PROJECTS 2 INCHES.
 BO0557'
 BO0557'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BO0557'BRONZE DISKS SET IN CONCRETE.
 BO0557'11A.
 BO0557'REFERENCE MARK NO. 1 IS ESE OF THE STATION AND PROJECTS 6 INCHES.
 BO0557'
 BO0557'REFERENCE MARK NO. 2 IS SSW OF THE STATION AND PROJECTS 4 INCHES.
 BO0557'IT IS 1-1/2 FEET E OF A FENCE LINE.
 BO0557'
 BO0557'THE AZIMUTH MARK IS NNE OF THE STATION AND PROJECTS 8 INCHES.
 BO0557'IT IS 3 FEET E OF A FENCE LINE.
 BO0557'
 BO0557'THE STATION IS REACHED FROM THE POST OFFICE IN SHEFFIELD, BY
 BO0557'DRIVING W ON U.S. HIGHWAY 290 FOR 0.3 MILE.  AT A POINT 100
 BO0557'YARDS N OF WHERE U.S. HIGHWAY 290 TURNS N AND 10 YARDS S OF A
 BO0557'GRAVEL PILE, LEAVE U.S. HIGHWAY 290, TURN LEFT OR W ON A GRADED
 BO0557'ROAD AND GO 3.8 MILES, CROSS A CATTLE GUARD AND TAKE THE LEFT
 BO0557'FORK SOUTHERLY, (THE MAIN ROAD) AND GO 4.2 MILES, THEN TAKE THE
 BO0557'RIGHT FORK AND GO WESTERLY ON A PLAIN TRACK ROAD ALONG THE
 BO0557'RIDGE FOR 0.4 MILE, PASS THROUGH A WIRE GATE IN AN E AND W
 BO0557'FENCE AND TAKE THE MAIN RIGHT FORK WEST-SOUTHWESTERLY 0.9
 BO0557'MILE, THEN THE RIGHT FORK, WHICH IS THE MAIN TRAVELED ROAD,
 BO0557'WESTERLY AND NORTHWESTERLY FOR 2.6 MILES, (THERE ARE MANY
 BO0557'DIM, UNUSED TRACKS LEADING OFF FROM THE MAIN ROAD).  JUST
 BO0557'BEFORE THE MAIN ROAD ENTERS A DRAW, LEAVE THE MAIN ROAD, AND
 BO0557'TAKE DIM LEFT FORK SOUTHWESTERLY FOR 0.8 MILE, THEN LEAVE THE
 BO0557'DIM, TRACK ROAD AND DRIVE W ACROSS COUNTRY 0.1 MILE TO A
 BO0557'FENCE AND THE STATION.
 BO0557'
 BO0557'ALL OF THE OBJECTS, EXCEPT STATIONS MOSER, MITCHELL, AUGUSTINE,
 BO0557'CEDAR (U.S.G.S.) AND YATES, ARE VISIBLE FROM THE GROUND.  IT WAS
 BO0557'TOO HAZY TO SEE IF ANY OF THE LINES WOULD CLEAR FROM THE
 BO0557'GROUND.
 BO0557'
 BO0557'HEIGHT OF LIGHT ABOVE STATION MARK - 3.15 METERS.
 BO0557
 BO0557                          STATION RECOVERY (1963)
 BO0557
 BO0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RMS)
 BO0557'STATION AND AZIMUTH MARK WERE RECOVERED IN VERY GOOD CONDITION.
 BO0557'FENCES REFERRED TO ARE IN SAME POSITION AS ORIGINALLY NOTED.
 BO0557
 BO0557                          STATION RECOVERY (1967)
 BO0557
 BO0557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0557'STATION MARK - STANDARD NGS BRONZE DISK, CEMENTED IN TOP OF CONCRETE
 BO0557'POST SET SOLIDLY IN GROUND, PROJECTING 0.2 FT. ABOVE GROUND,
 BO0557'STAMPED --- SLAUGHTER 1935 ---.
 BO0557'
 BO0557'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0821 ***********************************************************************
 BP0821  DESIGNATION -  SLAUGHTER 1917 ET 67
 BP0821  PID         -  BP0821
 BP0821  STATE/COUNTY-  TX/PECOS
 BP0821  USGS QUAD   -  SMOKY MOUNTAIN RANCH (1969)
 BP0821
 BP0821                         *CURRENT SURVEY CONTROL
 BP0821  ___________________________________________________________________
 BP0821* NAD 83(1993)-  30 42 39.51813(N)    102 01 16.58583(W)     ADJUSTED  
 BP0821* NAVD 88     -       867.     (meters)    2844.     (feet)  SCALED    
 BP0821  ___________________________________________________________________
 BP0821  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 BP0821  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BP0821
 BP0821  HORZ ORDER  -  THIRD
 BP0821
 BP0821.The horizontal coordinates were established by classical geodetic methods
 BP0821.and adjusted by the National Geodetic Survey in February 1996..
 BP0821
 BP0821.The orthometric height was scaled from a topographic map.
 BP0821
 BP0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0821
 BP0821.The geoid height was determined by GEOID03.
 BP0821
 BP0821;                    North         East     Units Scale Factor Converg.
 BP0821;SPC TX C     - 3,116,993.729   538,333.598   MT  0.99989451   -0 52 09.8
 BP0821;SPC TX C     -10,226,336.93  1,766,182.81   sFT  0.99989451   -0 52 09.8
 BP0821;UTM  13      - 3,401,361.081   785,283.216   MT  1.00060410   +1 31 20.2
 BP0821;UTM  14      - 3,401,470.196   210,640.034   MT  1.00063301   -1 32 38.6
 BP0821
 BP0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0821!SPC TX C     -   0.99986748  x   0.99989451  =   0.99976201
 BP0821!UTM  13      -   0.99986748  x   1.00060410  =   1.00047150
 BP0821!UTM  14      -   0.99986748  x   1.00063301  =   1.00050041
 BP0821
 BP0821:                Primary Azimuth Mark                     Grid Az
 BP0821:SPC TX C     -  BLACKSTONE 1917 ET 67                    141 56 58.7
 BP0821:UTM  13      -  BLACKSTONE 1917 ET 67                    139 33 28.7
 BP0821:UTM  14      -  BLACKSTONE 1917 ET 67                    142 37 27.5
 BP0821
 BP0821|---------------------------------------------------------------------|
 BP0821| PID    Reference Object                     Distance      Geod. Az  |
 BP0821|                                                           dddmmss.s |
 BP0821| BO0558 BLACKSTONE 1917 ET 67               APPROX. 8.8 KM 1410448.9 |
 BP0821|---------------------------------------------------------------------|
 BP0821
 BP0821                          SUPERSEDED SURVEY CONTROL
 BP0821
 BP0821  NAD 83(1986)-  30 42 39.51900(N)    102 01 16.58025(W) AD(       ) 3
 BP0821  NAD 27      -  30 42 38.92792(N)    102 01 15.10784(W) AD(       ) 3
 BP0821
 BP0821.Superseded values are not recommended for survey control.
 BP0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0821.See file dsdata.txt to determine how the superseded data were derived.
 BP0821
 BP0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ8528301361(NAD 83)
 BP0821
 BP0821  HISTORY     - Date     Condition        Report By
 BP0821  HISTORY     - 1917     MONUMENTED       CGS
 BP0821  HISTORY     - 1967     GOOD             USGS
 BP0821
 BP0821                          STATION DESCRIPTION
 BP0821
 BP0821'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BP0821'RECOVERED AND REDESCRIBED AS FOLLOWS, STATION IS 5.0
 BP0821'MI. NW. OF CLARK BROTHERS RANCH.  LEAVE SHEFFIELD, TEXAS AT THE
 BP0821'JUNCTION OF U.S. HIGHWAY 290 AND STATE HIGHWAY 349 AND PROCEED SW. 5.0
 BP0821'MI. TO JUNCTION OF RD. N. TO SLAUGHTER RANCH, PROCEED 2.2 MI. TO
 BP0821'SLAUGHTER RANCH, THEN W. ON MAIN RD. 3.4 MI. TO CLARK BROTHERS RANCH.
 BP0821'PROCEED PAST RANCH GOING W. UP GULCH 4.8 MI. TO DIM RD. N., GO N.,
 BP0821'ABOUT 1.0 MI.  TO TOP OF RIDGE.  STATION IS ON HIGHEST GROUND IN THE
 BP0821'VICINITY.
 BP0821'
 BP0821'STATION MARK - STANDARD USGS BRONZE TABLET CEMENTED IN BEDROCK,
 BP0821'STAMPED ---SLAUGHTER 1917--- ---ET 1967---.
 BP0821'
 BP0821'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2211 ***********************************************************************
 AN2211  DESIGNATION -  SLED
 AN2211  PID         -  AN2211
 AN2211  STATE/COUNTY-  TX/MATAGORDA
 AN2211  USGS QUAD   -  PALACIOS SE (1973)
 AN2211
 AN2211                         *CURRENT SURVEY CONTROL
 AN2211  ___________________________________________________________________
 AN2211* NAD 83(1993)-  28 33 35.22642(N)    096 04 27.22363(W)     ADJUSTED  
 AN2211* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AN2211  ___________________________________________________________________
 AN2211  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AN2211  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AN2211
 AN2211  HORZ ORDER  -  SECOND
 AN2211
 AN2211.The horizontal coordinates were established by classical geodetic methods
 AN2211.and adjusted by the National Geodetic Survey in February 1996..
 AN2211
 AN2211.The orthometric height was scaled from a topographic map.
 AN2211
 AN2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2211
 AN2211.The geoid height was determined by GEOID03.
 AN2211
 AN2211;                    North         East     Units Scale Factor Converg.
 AN2211;SPC TXSC     - 4,084,093.204   886,240.418   MT  0.99995403   +1 26 00.1
 AN2211;SPC TXSC     -13,399,229.12  2,907,607.10   sFT  0.99995403   +1 26 00.1
 AN2211;UTM  14      - 3,162,711.021   786,236.938   MT  1.00061127   +1 23 58.9
 AN2211;UTM  15      - 3,163,075.110   199,231.578   MT  1.00071657   -1 28 14.9
 AN2211
 AN2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2211!SPC TXSC     -   1.00000339  x   0.99995403  =   0.99995742
 AN2211!UTM  14      -   1.00000339  x   1.00061127  =   1.00061467
 AN2211!UTM  15      -   1.00000339  x   1.00071657  =   1.00071997
 AN2211
 AN2211:                Primary Azimuth Mark                     Grid Az
 AN2211:SPC TXSC     -  SLED RM 1                                047 23 26.2
 AN2211:UTM  14      -  SLED RM 1                                047 25 27.4
 AN2211:UTM  15      -  SLED RM 1                                050 17 41.2
 AN2211
 AN2211|---------------------------------------------------------------------|
 AN2211| PID    Reference Object                     Distance      Geod. Az  |
 AN2211|                                                           dddmmss.s |
 AN2211| CV6792 SLED RM 1                                          0484926.3 |
 AN2211| CV6793 SLED RM 2                            49.900 METERS 31751     |
 AN2211| AN2210 MYSTERY                             APPROX. 7.8 KM 3392758.8 |
 AN2211|---------------------------------------------------------------------|
 AN2211
 AN2211                          SUPERSEDED SURVEY CONTROL
 AN2211
 AN2211  NAD 83(1986)-  28 33 35.23369(N)    096 04 27.20452(W) AD(       ) 2
 AN2211  NAD 27      -  28 33 34.24900(N)    096 04 26.32800(W) AD(       ) 2
 AN2211
 AN2211.Superseded values are not recommended for survey control.
 AN2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2211.See file dsdata.txt to determine how the superseded data were derived.
 AN2211
 AN2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS8623762711(NAD 83)
 AN2211_MARKER: DS = TRIANGULATION STATION DISK
 AN2211_SETTING: 0 = UNSPECIFIED SETTING
 AN2211
 AN2211  HISTORY     - Date     Condition        Report By
 AN2211  HISTORY     - 1934     MONUMENTED       CGS
 AN2211  HISTORY     - 1937     GOOD             TSI
 AN2211  HISTORY     - 1938     GOOD             CGS
 AN2211  HISTORY     - 1942     GOOD             USE
 AN2211  HISTORY     - 1942     GOOD             CGS
 AN2211  HISTORY     - 1947     GOOD             CGS
 AN2211  HISTORY     - 1969     MARK NOT FOUND   CGS
 AN2211  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 AN2211
 AN2211                          STATION DESCRIPTION
 AN2211
 AN2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2211'STATION IS LOCATED ON MATAGORDA PENINSULA, ABOUT 11 MILES
 AN2211'SW FROM MATAGORDA.  IT IS ON A HIGH SAND DUNE 200 METERS NW FROM
 AN2211'THE GULF HIGH-WATER LINE, 105 METERS SSW FROM FENCE CORNER
 AN2211'AT KAINS RANCH HOUSE, AND ABOUT 200 METERS SW FROM THE CORNER
 AN2211'OF RANCH HOUSE.  THE SAND DUNE IS ONE OF A CHAIN BORDERING
 AN2211'THE GULF BEACH.  20 METERS NW OF THE STATION THE DUNES LEVEL
 AN2211'OUT TO A FLAT PRAIRIE.
 AN2211'
 AN2211'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2211'SET IN CONCRETE.
 AN2211'
 AN2211'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2211'HALFMOON REEF LIGHT, 259 DEG.  RANCH HOUSE (1-1/2 MILES DISTANT),
 AN2211'241 DEG.  AND CHIMNEY ON WHITE HOUSE (200 METERS DISTANT),
 AN2211'32 DEG.
 AN2211'
 AN2211'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 AN2211
 AN2211                          STATION RECOVERY (1937)
 AN2211
 AN2211'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2211'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AN2211
 AN2211                          STATION RECOVERY (1938)
 AN2211
 AN2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2211'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AN2211'
 AN2211'STATION IS LOCATED ON THE GULF SIDE OF MATAGORDA PENINSULA,
 AN2211'ABOUT 5-1/2 MILES W BY S FROM THE OUTLET OF THE COLORADO
 AN2211'RIVER TO THE GULF.  THE RANCH HOUSE IS SURROUNDED BY SALT
 AN2211'CEDAR TREES WHICH CAN BE CLEARLY SEEN FROM EITHER SIDE OF
 AN2211'THE PENINSULA.
 AN2211'
 AN2211'REFERENCE MARK 1 IS IN THE E CORNER OF THE FENCE AROUND THE
 AN2211'RANCH HOUSE.
 AN2211'
 AN2211'STATION MARK IS LOCATED ON THE TOP OF A HIGH GRASS-COVERED
 AN2211'SAND DUNE, PROBABLY THE HIGHEST IN THIS VICINITY.
 AN2211
 AN2211                          STATION RECOVERY (1942)
 AN2211
 AN2211'RECOVERY NOTE BY US ENGINEERS 1942
 AN2211'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO SEARCH
 AN2211'WAS MADE FOR REFERENCE MARKS.
 AN2211
 AN2211                          STATION RECOVERY (1942)
 AN2211
 AN2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LOJ)
 AN2211'STATION WAS RECOVERED IN GOOD CONDITION.
 AN2211'
 AN2211'NO SEARCH WAS MADE FOR REFERENCE MARKS.
 AN2211
 AN2211                          STATION RECOVERY (1947)
 AN2211
 AN2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2211'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION
 AN2211'AS DESCRIBED.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT
 AN2211'RECOVERED.  IT IS UNDOUBTEDLY COVERED WITH SAND AND GRASS.
 AN2211
 AN2211                          STATION RECOVERY (1969)
 AN2211
 AN2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2211'THE STATION SITE WAS VISITED AND NO TRACE OF THE STATION MARK,
 AN2211'THE REFERENCE MARKS OR THE RANCH BUILDINGS AS MENTIONED
 AN2211'IN THE 1934 DESCRIPTION COULD BE FOUND.  THE CHAIN OF SAND
 AN2211'DUNES ARE ALL GONE EXCEPT FOR ONE LONE DUNE THAT SEEMS TO BE
 AN2211'IN ABOUT THE CORRECT POSITION FOR THE STATION AS PLOTTED ON
 AN2211'THE USGS 7-1/2 MINUTE QUAD SHEETS.  THE TOP OF THIS DUNE
 AN2211'WAS SEARCHED AND THE AREA NEARBY BUT NO TRACE OF THE MARKS
 AN2211'COULD BE FOUND.  THE STATION HAS PROBABLY BEEN LOST DUE TO
 AN2211'STORM WATER AND WIND EROSION.
 AN2211'
 AN2211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 AN2211'SOUTHWEST OF MATAGORDA
 AN2211
 AN2211                          STATION RECOVERY (1975)
 AN2211
 AN2211'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (MRC)
 AN2211'RECOVERED BY LIPPS JAKUBIK AND ASSOCIATES INC
 AN2211'
 AN2211'SLED 1934-UNRECOVERED - STATION PERMANENTLY LOST
 AN2211'
 AN2211'A TRAVERSE FROM CRAB 1934 TO SULA 1934 WAS RUN ALONG THE
 AN2211'BEACH AND BEARING AND DISTANCE CALCULATED TO REACH SLED FROM
 AN2211'NEAREST TRAVERSE POINT.  LOCATION FALLS IN THE MIDDLE OF A SMALL
 AN2211'POND OR LOW AREA CREATED BY A WASHOVER OF THE GULF DURING
 AN2211'A STORM.  I TALKED TO PROPERTY OWNER AND HE VERIFIED HAVING
 AN2211'SEEN THE MONUMENT WASHED OVER ON THE SAND.  A THOROUGH SEARCH
 AN2211'WAS MADE OF THE AREA BUT THE STATION WAS NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0375 ***********************************************************************
 EN0375  DESIGNATION -  SLEEPY
 EN0375  PID         -  EN0375
 EN0375  STATE/COUNTY-  TX/RANDALL
 EN0375  USGS QUAD   -  CANYON (1984)
 EN0375
 EN0375                         *CURRENT SURVEY CONTROL
 EN0375  ___________________________________________________________________
 EN0375* NAD 83(1986)-  34 59 14.     (N)    101 55 04.     (W)     SCALED    
 EN0375* NAVD 88     -      1075.327  (meters)    3527.97   (feet)  ADJUSTED  
 EN0375  ___________________________________________________________________
 EN0375  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 EN0375  DYNAMIC HT  -        1074.026 (meters)    3523.70  (feet)  COMP
 EN0375  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 EN0375
 EN0375  VERT ORDER  -  FIRST     CLASS II
 EN0375
 EN0375.The horizontal coordinates were scaled from a topographic map and have
 EN0375.an estimated accuracy of +/- 6 seconds.
 EN0375
 EN0375.The orthometric height was determined by differential leveling
 EN0375.and adjusted by the National Geodetic Survey in June 1991..
 EN0375
 EN0375.The geoid height was determined by GEOID03.
 EN0375
 EN0375.The dynamic height is computed by dividing the NAVD 88
 EN0375.geopotential number by the normal gravity value computed on the
 EN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0375.degrees latitude (g = 980.6199 gals.).
 EN0375
 EN0375.The modeled gravity was interpolated from observed gravity values.
 EN0375
 EN0375;                    North         East    Units  Estimated Accuracy
 EN0375;SPC TX N     - 1,109,600.      161,860.      MT  (+/- 180 meters Scaled)
 EN0375
 EN0375                          SUPERSEDED SURVEY CONTROL
 EN0375
 EN0375  NGVD 29 (??/??/92) 1074.84   (m)         3526.4    (f) COMPUTED    1 2
 EN0375
 EN0375.Superseded values are not recommended for survey control.
 EN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0375.See file dsdata.txt to determine how the superseded data were derived.
 EN0375
 EN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD336755(NAD 83)
 EN0375_MARKER: DB = BENCH MARK DISK
 EN0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0375_SP_SET: UNDERPASS
 EN0375_STAMPING: SLEEPY 1943
 EN0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0375
 EN0375  HISTORY     - Date     Condition        Report By
 EN0375  HISTORY     - 1943     MONUMENTED       CGS
 EN0375  HISTORY     - 1958     MARK NOT FOUND   NGS
 EN0375
 EN0375                          STATION DESCRIPTION
 EN0375
 EN0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0375'1.0 MI NE FROM CANYON.
 EN0375'0.5 MILE EAST ALONG STATE HIGHAY NUMBER 217, THENCE, 0.5 MILE NORTH
 EN0375'ALONG U.S. HIGHWAY NUMBER 87.  SET IN THE CENTER OF THE WEST WALL OF
 EN0375'THE HIGHWAY UNDER-PASS.  4.2 FEET ABOVE THE GROUND LEVEL.
 EN0375
 EN0375                          STATION RECOVERY (1958)
 EN0375
 EN0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0888 ***********************************************************************
 AV0888  DESIGNATION -  SLICK
 AV0888  PID         -  AV0888
 AV0888  STATE/COUNTY-  TX/JEFFERSON
 AV0888  USGS QUAD   -  TEXAS POINT (1993)
 AV0888
 AV0888                         *CURRENT SURVEY CONTROL
 AV0888  ___________________________________________________________________
 AV0888* NAD 83(1993)-  29 41 48.53716(N)    093 51 11.08526(W)     ADJUSTED  
 AV0888* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 AV0888  ___________________________________________________________________
 AV0888  X           -    -372,611.645 (meters)                     COMP
 AV0888  Y           -  -5,532,427.562 (meters)                     COMP
 AV0888  Z           -   3,141,211.336 (meters)                     COMP
 AV0888  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AV0888  ELLIP HEIGHT-         -25.75  (meters)          (06/17/02) GPS OBS
 AV0888  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AV0888
 AV0888  HORZ ORDER  -  FIRST
 AV0888  ELLP ORDER  -  FOURTH    CLASS II
 AV0888
 AV0888.The horizontal coordinates were established by GPS observations
 AV0888.and adjusted by the National Geodetic Survey in February 1996..
 AV0888
 AV0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0888
 AV0888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0888
 AV0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0888
 AV0888.The ellipsoidal height was determined by GPS observations
 AV0888.and is referenced to NAD 83.
 AV0888
 AV0888.The geoid height was determined by GEOID03.
 AV0888
 AV0888;                    North         East     Units Scale Factor Converg.
 AV0888;SPC TXSC     - 4,217,481.966 1,097,890.851   MT  0.99988312   +2 31 17.5
 AV0888;SPC TXSC     -13,836,855.42  3,601,996.90   sFT  0.99988312   +2 31 17.5
 AV0888;SPC LA S     -   135,341.694   756,177.824   MT  0.99993974   -1 15 35.7
 AV0888;SPC LA S     -   444,033.54  2,480,893.41   sFT  0.99993974   -1 15 35.7
 AV0888;UTM  15      - 3,285,495.253   417,471.970   MT  0.99968403   -0 25 21.5
 AV0888
 AV0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0888!SPC TXSC     -   1.00000404  x   0.99988312  =   0.99988716
 AV0888!SPC LA S     -   1.00000404  x   0.99993974  =   0.99994378
 AV0888!UTM  15      -   1.00000404  x   0.99968403  =   0.99968807
 AV0888
 AV0888:                Primary Azimuth Mark                     Grid Az
 AV0888:SPC TXSC     -  SABINE PASS RADIO TOWER                  005 19 16.3
 AV0888:SPC LA S     -  SABINE PASS RADIO TOWER                  009 06 09.5
 AV0888:UTM  15      -  SABINE PASS RADIO TOWER                  008 15 55.3
 AV0888
 AV0888|---------------------------------------------------------------------|
 AV0888| PID    Reference Object                     Distance      Geod. Az  |
 AV0888|                                                           dddmmss.s |
 AV0888| AV0895 SABINE PASS RADIO TOWER             APPROX. 2.1 KM 0075033.8 |
 AV0888| CV9400 SLICK RM 1                           23.918 METERS 04331     |
 AV0888| AV0889 SABINE PASS JETTY CHAN RG R LT      APPROX. 1.3 KM 0843242.8 |
 AV0888| AV0887 SABINE PASS JETTY CHAN RG F LT      APPROX. 1.6 KM 1093120.6 |
 AV0888| AV0904 A USE 1963                          128.945 METERS 13439     |
 AV0888| AV0893 TEXAS 2                             135.358 METERS 15011     |
 AV0888| CV9401 SLICK RM 2                           27.455 METERS 17339     |
 AV0888| AV0911 SABINE PASS WATER TANK              APPROX. 6.0 KM 3145844.3 |
 AV0888| AV0903 SABINE PASS TV STA KBMT MAST        APPROX. 2.1 KM 3332557.0 |
 AV0888| AV0897 SABINE PASS CG FM RAD MAST          APPROX. 3.9 KM 3333010.1 |
 AV0888| AV0898 SABINE PASS COAST GUARD LOT         APPROX. 3.9 KM 3333530.0 |
 AV0888| CV9399 SLICK AZ MK                                        3453516.6 |
 AV0888| AV0901 SABINE PASS CG LIFE BOAT STA        APPROX. 1.0 KM 3532419.1 |
 AV0888|---------------------------------------------------------------------|
 AV0888
 AV0888                          SUPERSEDED SURVEY CONTROL
 AV0888
 AV0888  NAD 83(1993)-  29 41 48.53707(N)    093 51 11.08529(W) AD(       ) 1
 AV0888  ELLIP H (01/21/93)  -25.70   (m)                       GP(       ) 4 2
 AV0888  NAD 83(1993)-  29 41 48.55647(N)    093 51 11.06404(W) AD(       ) 1
 AV0888  NAD 83(1986)-  29 41 48.55904(N)    093 51 11.07101(W) AD(       ) 2
 AV0888  NAD 27      -  29 41 47.77180(N)    093 51 10.48730(W) AD(       ) 2
 AV0888  NGVD 29 (12/24/91)    1.3    (m)            4.     (f) GPS OBS        
 AV0888
 AV0888.Superseded values are not recommended for survey control.
 AV0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0888.See file dsdata.txt to determine how the superseded data were derived.
 AV0888
 AV0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1747285495(NAD 83)
 AV0888_MARKER: DS = TRIANGULATION STATION DISK
 AV0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0888_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0888+STABILITY: SURFACE MOTION
 AV0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0888+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1990
 AV0888
 AV0888  HISTORY     - Date     Condition        Report By
 AV0888  HISTORY     - 1963     MONUMENTED       CGS
 AV0888  HISTORY     - 1964     GOOD             CGS
 AV0888  HISTORY     - 19900220 GOOD
 AV0888
 AV0888                          STATION DESCRIPTION
 AV0888
 AV0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0888'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE TOWN
 AV0888'OF SABINE PASS, ABOUT 1 MILE NORTH OF TEXAS POINT, 1/4 MILE
 AV0888'EAST OF SABINE PASS IN A GRAVELED AREA ON THE EAST SIDE
 AV0888'OF THE ROAD ON THE ROAD RIGHT-OF-WAY.
 AV0888'
 AV0888'TO REACH THE STATION FROM THE MAIN CROSSROAD IN SABINE PASS,
 AV0888'GO EASTERLY ON A MACADAM ROAD FOR 0.45 MILE TO A T INTERSECTION,
 AV0888'TURN RIGHT AND GO SOUTHERLY FOR 1.3 MILES TO THE NORTHEAST
 AV0888'CORNER OF A FENCED AREA AROUND THE COAST GUARD STATION, CONTINUE
 AV0888'SOUTHERLY FOR 1.4 MILES TO A BRIDGE OVER A CANAL, CONTINUE
 AV0888'SOUTHERLY FOR 1.1 MILES TO THE AZIMUTH MARK ON RIGHT, CONTINUE
 AV0888'FOR 0.35 MILE TO THE STATION ON LEFT AS DESCRIBED.
 AV0888'
 AV0888'STATION MARK, A STANDARD STATION DISK SET IN THE TOP OF A 12
 AV0888'INCH SQUARE CONCRETE POST WHICH IS ABOUT FLUSH WITH THE GROUND
 AV0888'AND STAMPED SLICK 1963.  THE MARK IS 17.3 FEET WEST-NORTHWEST
 AV0888'OF A STANDARD CREOSOTE WITNESS POST, 26 FEET NORTHEAST OF
 AV0888'THE CENTER OF THE ROAD AND 21 FEET WEST OF THE CANAL AND 47.6
 AV0888'FEET NORTHEAST OF CABLE POLE NO. 210.
 AV0888'
 AV0888'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 AV0888'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1
 AV0888'INCH ABOVE THE GROUND AND STAMPED SLICK NO 1 1963.  THE MARK
 AV0888'IS 79.2 FEET NORTH OF A STANDARD CREOSOTE WITNESS POST, 100
 AV0888'FEET NORTH-NORTHEAST OF THE CENTER OF THE ROAD AND 20 FEET
 AV0888'WEST OF THE CANAL.
 AV0888'
 AV0888'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 AV0888'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1
 AV0888'INCH ABOVE THE GROUND AND STAMPED SLICK NO 2 1963.  THE MARK
 AV0888'IS 27.6 FEET SOUTH OF A STANDARD CREOSOTE WITNESS POST, 16
 AV0888'FEET EAST OF THE CENTER OF THE ROAD, 23 FEET WEST OF THE
 AV0888'CANAL AND 92 FEET SOUTHEAST OF A CABLE POLE NO. 210.
 AV0888'
 AV0888'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 AV0888'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 AV0888'AND STAMPED SLICK 1963.  THE MARK IS 1.8 FEET SOUTHEAST OF
 AV0888'A STANDARD CREOSOTE WITNESS POST, 2.2 FEET SOUTHEAST OF A
 AV0888'POWER LINE POLE, 43.8 FEET WEST OF THE CENTER OF THE ROAD
 AV0888'AND 4 FEET EAST OF THE FENCE LINE.
 AV0888'
 AV0888'HEIGHT OF LIGHT ABOVE STATION MARK 22.45 METERS.
 AV0888
 AV0888                          STATION RECOVERY (1964)
 AV0888
 AV0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAJ)
 AV0888'TO REACH DESCRIPTION SHOULD READ AFTER WORDS BRIDGE OVER
 AV0888'CANAL AS FOLLOWS--CONTINUE SOUTHERLY FOR 0.65 MILES (NOT
 AV0888'1.1) TO AZIMUTH MARK ON RIGHT, CONTINUE FOR 0.55 MILES (NOT
 AV0888'0.35) TO THE STATION ON LEFT AS DESCRIBED.
 AV0888
 AV0888                          STATION RECOVERY (1990)
 AV0888
 AV0888'RECOVERED 1990
 AV0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7303 ***********************************************************************
 AC7303  DESIGNATION -  SLICK HILL
 AC7303  PID         -  AC7303
 AC7303  STATE/COUNTY-  TX/COMANCHE
 AC7303  USGS QUAD   -  LAMKIN (1976)
 AC7303
 AC7303                         *CURRENT SURVEY CONTROL
 AC7303  ___________________________________________________________________
 AC7303* NAD 83(1993)-  31 47 15.15753(N)    098 22 00.72103(W)     ADJUSTED  
 AC7303* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 AC7303  ___________________________________________________________________
 AC7303  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AC7303  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AC7303
 AC7303  HORZ ORDER  -  THIRD
 AC7303
 AC7303.The horizontal coordinates were established by classical geodetic methods
 AC7303.and adjusted by the National Geodetic Survey in March 1997..
 AC7303
 AC7303.The orthometric height was scaled from a topographic map.
 AC7303
 AC7303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7303
 AC7303.The geoid height was determined by GEOID03.
 AC7303
 AC7303;                    North         East     Units Scale Factor Converg.
 AC7303;SPC TX C     - 3,236,764.995   886,230.549   MT  0.99997567   +1 00 46.2
 AC7303;SPC TX C     -10,619,286.49  2,907,574.73   sFT  0.99997567   +1 00 46.2
 AC7303;UTM  14      - 3,517,061.377   559,940.833   MT  0.99964431   +0 20 00.7
 AC7303
 AC7303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7303!SPC TX C     -   0.99993523  x   0.99997567  =   0.99991091
 AC7303!UTM  14      -   0.99993523  x   0.99964431  =   0.99957957
 AC7303
 AC7303                          SUPERSEDED SURVEY CONTROL
 AC7303
 AC7303.No superseded survey control is available for this station.
 AC7303
 AC7303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA5994117061(NAD 83)
 AC7303_MARKER: DS = TRIANGULATION STATION DISK
 AC7303
 AC7303  HISTORY     - Date     Condition        Report By
 AC7303  HISTORY     - 1955     MONUMENTED       USGS
 AC7303
 AC7303                          STATION DESCRIPTION
 AC7303
 AC7303'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7303'STATION IS LOCATED IN COMANCHE COUNTY, TEXAS, ABOUT 4 MI. S. AND 2 MI.
 AC7303'E. OF THE SMALL TOWN OF GUSTINE, ON THE HIGHEST PART NEAR THE W. END
 AC7303'OF A PROMINENT GRASS COVERED HILL, KNOWN LOCALLY AS --SLICK HILL--.
 AC7303'TO REACH THE STATION FROM THE POST OFFICE AT GUSTINE, TEXAS, GO E.
 AC7303'ALONG STATE HIGHWAY 36, BUSINESS ROUTE 0.1 MI., THENCE N. 0.1 MI. TO
 AC7303'MAIN ROUTE STATE HIGHWAY 36, THENCE E. ON STATE HIGHWAY 36 3.6 MI. TO
 AC7303'STATE FARM ROAD 591, THENCE S. ALONG FARM ROAD 591 4.4 MI. TO A WHITE
 AC7303'FARM HOUSE ON THE RIGHT (W.), GET PERMISSION FROM MR. DINGLER TO ENTER
 AC7303'FARMSTEAD AND GO W. THROUGH BARN YARD 0.1 MI. TO A WIRE GATE ON RIGHT,
 AC7303'THENCE NW. THROUGH GATE AND CONTINUE NW. ABOUT 0.1 MI. TO THE TOP OF A
 AC7303'PROMINENT BALD RIDGE, THENCE W. ABOUT 0.2 MI. TO THE HIGH PART OF THE
 AC7303'RIDGE AND STATION.
 AC7303'STATION MARK--A USGS STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 AC7303'ABOUT 5 IN. ABOVE GROUND, STAMPED---SLICK HILL 1955---.
 AC7303'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1345 ***********************************************************************
 DN1345  DESIGNATION -  SLIDELL
 DN1345  PID         -  DN1345
 DN1345  STATE/COUNTY-  TX/WISE
 DN1345  USGS QUAD   -  SLIDELL (1978)
 DN1345
 DN1345                         *CURRENT SURVEY CONTROL
 DN1345  ___________________________________________________________________
 DN1345* NAD 83(1993)-  33 21 50.57807(N)    097 24 10.04527(W)     ADJUSTED  
 DN1345* NAVD 88     -       305.25   (+/-2cm)    1001.5    (feet)  VERTCON   
 DN1345  ___________________________________________________________________
 DN1345  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 DN1345  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DN1345
 DN1345  HORZ ORDER  -  SECOND
 DN1345  VERT ORDER  -  THIRD ? (See Below)
 DN1345
 DN1345.The horizontal coordinates were established by classical geodetic methods
 DN1345.and adjusted by the National Geodetic Survey in February 1996..
 DN1345
 DN1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1345.The vertical order pertains to the NGVD 29 superseded value.
 DN1345
 DN1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1345
 DN1345.The geoid height was determined by GEOID03.
 DN1345
 DN1345;                    North         East     Units Scale Factor Converg.
 DN1345;SPC TXNC     - 2,188,757.009   702,101.249   MT  0.99988744   +0 35 54.3
 DN1345;SPC TXNC     - 7,180,946.95  2,303,477.18   sFT  0.99988744   +0 35 54.3
 DN1345;UTM  14      - 3,692,785.922   648,596.574   MT  0.99987224   +0 52 42.8
 DN1345
 DN1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1345!SPC TXNC     -   0.99995624  x   0.99988744  =   0.99984369
 DN1345!UTM  14      -   0.99995624  x   0.99987224  =   0.99982849
 DN1345
 DN1345|---------------------------------------------------------------------|
 DN1345| PID    Reference Object                     Distance      Geod. Az  |
 DN1345|                                                           dddmmss.s |
 DN1345| CY2304 SLIDELL RM 1                         23.582 METERS 13100     |
 DN1345| CY2305 SLIDELL RM 2                         28.994 METERS 21037     |
 DN1345| CY2303 SLIDELL AZ MK                                      3160044.0 |
 DN1345|---------------------------------------------------------------------|
 DN1345
 DN1345                          SUPERSEDED SURVEY CONTROL
 DN1345
 DN1345  NAD 83(1993)-  33 21 50.58083(N)    097 24 10.03856(W) AD(       ) 2
 DN1345  NAD 83(1986)-  33 21 50.58306(N)    097 24 10.03135(W) AD(       ) 2
 DN1345  NAD 27      -  33 21 50.17530(N)    097 24 08.95330(W) AD(       ) 2
 DN1345  NGVD 29 (07/19/86)  305.19   (m)         1001.3    (f) LEVELING    3  
 DN1345
 DN1345.Superseded values are not recommended for survey control.
 DN1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1345.See file dsdata.txt to determine how the superseded data were derived.
 DN1345
 DN1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4859792786(NAD 83)
 DN1345_MARKER: DS = TRIANGULATION STATION DISK
 DN1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1345
 DN1345  HISTORY     - Date     Condition        Report By
 DN1345  HISTORY     - 1955     MONUMENTED       CGS
 DN1345  HISTORY     - 1960     GOOD             CGS
 DN1345
 DN1345                          STATION DESCRIPTION
 DN1345
 DN1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1345'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF DECATUR,
 DN1345'AND 3/4 MILE WEST OF THE VILLAGE OF SLIDELL, 43 FEET NORTH
 DN1345'OF STATE FARM ROAD NO. 455, 7 FEET SOUTH OF AN EAST-WEST
 DN1345'FENCELINE, AND IT IS ON THE ROAD RIGHT-OF-WAY.  IT IS STAMPED
 DN1345'SLIDELL 1955 AND IT IS SET FLUSH WITH THE GROUND SURFACE.
 DN1345'
 DN1345'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF THE CENTER OF STATE
 DN1345'FARM ROAD NO. 455, AND 1 FOOT SOUTH OF AN EAST-WEST FENCELINE.
 DN1345'IT IS STAMPED SLIDELL NO 1 1955 AND IT IS SET FLUSH WITH
 DN1345'THE GROUND SURFACE.
 DN1345'
 DN1345'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE CENTER OF STATE
 DN1345'FARM ROAD NO. 455, 27 FEET EAST OF A ROAD RIGHT-OF-WAY MARKER
 DN1345'POST, 1 FOOT NORTH OF AN EAST-WEST FENCELINE AND TELEPHONE
 DN1345'LINE.  IT IS STAMPED SLIDELL NO 2 1955 AND IT IS SET FLUSH
 DN1345'WITH THE GROUND SURFACE.
 DN1345'
 DN1345'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTER OF STATE
 DN1345'FARM ROAD NO. 455, 2 FEET SOUTH OF A ROAD RIGHT-OF-WAY MARKER
 DN1345'POST, AND 1 FOOT SOUTH OF AN EAST-WEST FENCELINE.  IT IS
 DN1345'STAMPED SLIDELL 1955 AND IT IS SET FLUSH WITH THE GROUND
 DN1345'SURFACE.
 DN1345'
 DN1345'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF SLIDELL,
 DN1345'GO SOUTH FOR 0.25 MILE TO THE JUNCTION OF STATE FARM ROAD
 DN1345'NO. 455, TURN RIGHT AND GO WEST ON STATE FARM ROAD NO. 455
 DN1345'FOR 0.55 MILE TO THE STATION ON THE RIGHT.  CONTINUE WEST
 DN1345'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DN1345'
 DN1345'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 DN1345
 DN1345                          STATION RECOVERY (1960)
 DN1345
 DN1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1345'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1345'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0938 ***********************************************************************
 CU0938  DESIGNATION -  SLIGER
 CU0938  PID         -  CU0938
 CU0938  STATE/COUNTY-  TX/RUNNELS
 CU0938  USGS QUAD   -  WINGATE (1967)
 CU0938
 CU0938                         *CURRENT SURVEY CONTROL
 CU0938  ___________________________________________________________________
 CU0938* NAD 83(1993)-  32 01 03.29502(N)    100 05 29.58331(W)     ADJUSTED  
 CU0938* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 CU0938  ___________________________________________________________________
 CU0938  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 CU0938  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CU0938
 CU0938  HORZ ORDER  -  SECOND
 CU0938
 CU0938.The horizontal coordinates were established by classical geodetic methods
 CU0938.and adjusted by the National Geodetic Survey in February 1996..
 CU0938
 CU0938.The orthometric height was scaled from a topographic map.
 CU0938
 CU0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0938
 CU0938.The geoid height was determined by GEOID03.
 CU0938
 CU0938;                    North         East     Units Scale Factor Converg.
 CU0938;SPC TX C     - 3,260,651.691   722,843.288   MT  1.00003882   +0 07 28.3
 CU0938;SPC TX C     -10,697,654.76  2,371,528.35   sFT  1.00003882   +0 07 28.3
 CU0938;SPC TXNC     - 2,040,053.600   449,638.688   MT  1.00003407   -0 52 04.9
 CU0938;SPC TXNC     - 6,693,075.85  1,475,189.60   sFT  1.00003407   -0 52 04.9
 CU0938;UTM  14      - 3,542,905.172   396,914.109   MT  0.99973105   -0 34 43.6
 CU0938
 CU0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0938!SPC TX C     -   0.99990774  x   1.00003882  =   0.99994655
 CU0938!SPC TXNC     -   0.99990774  x   1.00003407  =   0.99994180
 CU0938!UTM  14      -   0.99990774  x   0.99973105  =   0.99963881
 CU0938
 CU0938|---------------------------------------------------------------------|
 CU0938| PID    Reference Object                     Distance      Geod. Az  |
 CU0938|                                                           dddmmss.s |
 CU0938| CX8657 SLIGER RM 1                          13.805 METERS 11733     |
 CU0938| CX8658 SLIGER RM 2                          12.829 METERS 20616     |
 CU0938| CX8656 SLIGER AZ MK                                       3230242.4 |
 CU0938|---------------------------------------------------------------------|
 CU0938
 CU0938                          SUPERSEDED SURVEY CONTROL
 CU0938
 CU0938  NAD 83(1986)-  32 01 03.30146(N)    100 05 29.57031(W) AD(       ) 2
 CU0938  NAD 27      -  32 01 02.79490(N)    100 05 28.22800(W) AD(       ) 2
 CU0938
 CU0938.Superseded values are not recommended for survey control.
 CU0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0938.See file dsdata.txt to determine how the superseded data were derived.
 CU0938
 CU0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9691442905(NAD 83)
 CU0938_MARKER: DS = TRIANGULATION STATION DISK
 CU0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0938
 CU0938  HISTORY     - Date     Condition        Report By
 CU0938  HISTORY     - 1961     MONUMENTED       CGS
 CU0938
 CU0938                          STATION DESCRIPTION
 CU0938
 CU0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0938'THE STATION IS APPROXIMATELY 8-1/2 MILES NORTHWEST OF WINTERS,
 CU0938'3-1/4 MILES NORTHEAST OF WILMETH AND 2 MILES SOUTHEAST OF
 CU0938'WINGATE, ON LAND OWNED BY MR. A.M. SLIGER.
 CU0938'
 CU0938'TO REACH THE STATION FROM THE SECURITY STATE BANK IN WINGATE,
 CU0938'GO SOUTHERLY ON FARM ROAD 53 FOR 1.6 MILES TO A CONCRETE CULVERT
 CU0938'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON FARM ROAD 53 FOR
 CU0938'0.45 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT IN TO THE
 CU0938'DRIVEWAY, GO 0.1 MILE TO THE HOME OF MR. SLIGER AND THE STATION.
 CU0938'
 CU0938'STATION MARKS ARE STANDARD DISKS STAMPED SLIGER 1961.  THE
 CU0938'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 CU0938'INCHES.  IT IS 97 FEET WEST OF THE NORTHWEST CORNER OF MR SLIGERS
 CU0938'HOUSE, 57 FEET NORTH OF THE DRIVEWAY, 14 FEET NORTHWEST OF A
 CU0938'POWER POLE WITH TRANSFORMER AND 4.6 FEET EAST OF A METAL WITNESS
 CU0938'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CU0938'CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 CU0938'
 CU0938'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SLIGER NO 1 1961,
 CU0938'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 CU0938'IS 76 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 55
 CU0938'FEET WEST OF THE SOUTHWEST CORNER OF THE YARD FENCE, 25 FEET
 CU0938'NORTH OF THE CENTER OF DRIVEWAY, AND 32 FEET SOUTHEAST OF THE
 CU0938'POWER POLE WITH TRANSFORMER.
 CU0938'
 CU0938'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SLIGER NO 2 1961,
 CU0938'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 CU0938'IS 119 FEET NORTHEST OF THE CENTER OF A CATTLE GUARD, 41 FEET
 CU0938'SOUTHWEST OF THE POWER POLE WITH TRANSFORMER, AND 28 FEET NORTH
 CU0938'OF THE CENTER OF DRIVEWAY.
 CU0938'
 CU0938'AZIMUTH MARK, A STANDARD DISK STAMPED SLIGER 1961, IS CEMENTED
 CU0938'IN A DRILL HOLE IN THE CONCRETE ABUTMENT OF A CULVERT.  IT IS
 CU0938'26 FEET WEST OF THE CENTER LINE OF FARM ROAD 53, AND 12 INCHES
 CU0938'NORTH OF THE SOUTH END OF ABUTMENT.
 CU0938'
 CU0938'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2286 ***********************************************************************
 AN2286  DESIGNATION -  SLIM
 AN2286  PID         -  AN2286
 AN2286  STATE/COUNTY-  TX/CALHOUN
 AN2286  USGS QUAD   -  LONG ISLAND (1973)
 AN2286
 AN2286                         *CURRENT SURVEY CONTROL
 AN2286  ___________________________________________________________________
 AN2286* NAD 83(1993)-  28 20 34.96416(N)    096 35 34.72267(W)     ADJUSTED  
 AN2286* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AN2286  ___________________________________________________________________
 AN2286  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AN2286  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN2286
 AN2286  HORZ ORDER  -  SECOND
 AN2286
 AN2286.The horizontal coordinates were established by classical geodetic methods
 AN2286.and adjusted by the National Geodetic Survey in February 1996..
 AN2286
 AN2286.The orthometric height was scaled from a topographic map.
 AN2286
 AN2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2286
 AN2286.The geoid height was determined by GEOID03.
 AN2286
 AN2286;                    North         East     Units Scale Factor Converg.
 AN2286;SPC TXSC     - 4,058,921.075   835,991.237   MT  1.00001181   +1 10 45.2
 AN2286;SPC TXSC     -13,316,643.56  2,742,747.92   sFT  1.00001181   +1 10 45.2
 AN2286;UTM  14      - 3,137,558.069   735,949.102   MT  1.00028714   +1 08 35.7
 AN2286
 AN2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2286!SPC TXSC     -   1.00000423  x   1.00001181  =   1.00001604
 AN2286!UTM  14      -   1.00000423  x   1.00028714  =   1.00029137
 AN2286
 AN2286|---------------------------------------------------------------------|
 AN2286| PID    Reference Object                     Distance      Geod. Az  |
 AN2286|                                                           dddmmss.s |
 AN2286| CV6795 SLIM RM 2                            37.200 METERS 04533     |
 AN2286| AN2270 FAR                                 APPROX.10.6 KM 0983509.4 |
 AN2286| CV6794 SLIM RM 1                            11.810 METERS 32916     |
 AN2286|---------------------------------------------------------------------|
 AN2286
 AN2286                          SUPERSEDED SURVEY CONTROL
 AN2286
 AN2286  NAD 83(1986)-  28 20 34.97215(N)    096 35 34.70384(W) AD(       ) 2
 AN2286  NAD 27      -  28 20 33.95500(N)    096 35 33.77300(W) AD(       ) 2
 AN2286
 AN2286.Superseded values are not recommended for survey control.
 AN2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2286.See file dsdata.txt to determine how the superseded data were derived.
 AN2286
 AN2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3594937558(NAD 83)
 AN2286_MARKER: DS = TRIANGULATION STATION DISK
 AN2286_SETTING: 0 = UNSPECIFIED SETTING
 AN2286
 AN2286  HISTORY     - Date     Condition        Report By
 AN2286  HISTORY     - 1934     MONUMENTED       CGS
 AN2286  HISTORY     - 1937     GOOD             TSI
 AN2286  HISTORY     - 1942     GOOD             USE
 AN2286  HISTORY     - 1943     SEE DESCRIPTION  USE
 AN2286  HISTORY     - 1946     SEE DESCRIPTION  USE
 AN2286  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AN2286  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2286
 AN2286                          STATION DESCRIPTION
 AN2286
 AN2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2286'STATION IS LOCATED ABOUT 8-1/2 MILES SE OF SEADRIFT, ABOUT
 AN2286'10-1/2 MILES W OF MATAGORDA LIGHTHOUSE, AND 0.2 MILE NW OF THE N
 AN2286'SHORE OF ESPIRITU SANTO BAY, ON LONG ISLAND.  IT IS SITUATED ON A
 AN2286'SHELL RIDGE AND IS 15 METERS SE FROM THE INNER EDGE OF A SAND
 AN2286'FLAT EXTENDING BACK TO SHOALWATER BAY 150 METERS DISTANT.
 AN2286'
 AN2286'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 AN2286'IN CONCRETE.
 AN2286'
 AN2286'THE FOLLOWING MAGNETIC BEARING WAS TAKEN FROM THE STATION--
 AN2286'MATAGORDA LIGHTHOUSE, 78 DEG.
 AN2286'
 AN2286'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AN2286
 AN2286                          STATION RECOVERY (1937)
 AN2286
 AN2286'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2286'DESCRIPTION ACCURATE.  STATION IN GOOD CONDITION.  TOWER
 AN2286'FOUND IN GOOD CONDITION THOUGH SOMEWHAT WEATHERED AND BLOWN OVER.
 AN2286'RIGHTED TOWER AND PLACED GUYS.  STATION WAS BURIED UNDER 6
 AN2286'INCHES OF SHALE AND SAND BUT WAS LOCATED BY REFERENCE MARKS.
 AN2286
 AN2286                          STATION RECOVERY (1942)
 AN2286
 AN2286'RECOVERY NOTE BY US ENGINEERS 1942
 AN2286'STATION WAS FOUND IN GOOD CONDITION AND NO SEARCH WAS MADE FOR
 AN2286'THE REFERENCE MARKS.
 AN2286
 AN2286                          STATION RECOVERY (1943)
 AN2286
 AN2286'RECOVERY NOTE BY US ENGINEERS 1943 (IJD)
 AN2286'REFERENCE MARK 1 RECOVERED.  MAIN STATION BASE AND REFERENCE MARK
 AN2286'2 BASE HAVE BEEN TOPPLED OVER BY HIGH WATER FROM HURRICANE OF
 AN2286'AUGUST 30, 1942.
 AN2286'
 AN2286'UNDERGROUND STATION SEARCHED FOR BUT NOT RECOVERED.
 AN2286'
 AN2286'DISKS FROM MAIN STATION AND REFERENCE MARK 2 WERE REMOVED AND
 AN2286'ARE BEING RETURNED TO WASHINGTON OFFICE.
 AN2286'
 AN2286'STATION MARK STAMPED SLIM, 1934 AND REFERENCE MARK STAMPED
 AN2286'SLIM NO. 2, 1934 RECEIVED DECEMBER 28, 1944.
 AN2286
 AN2286                          STATION RECOVERY (1946)
 AN2286
 AN2286'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2286'DETAILED STATEMENT AS TO THE FITNESS OF THE ORIGINAL DESCRIPTION--
 AN2286'STATION WAS FOUND IN GOOD CONDITION ABOUT 0.4 FOOT BELOW GROUND.
 AN2286'THIS STATION IS ONLY 8 FEET NW OF SHORE OF ESPIRITU SANTO BAY.
 AN2286'STATION IS APPROXIMATELY 1,000 FEET SW FROM SW EDGE OF CUT
 AN2286'THROUGH ISLAND CAUSED BY 1945 HURRICANE.
 AN2286'
 AN2286'A MONUMENT CONTAINING A STANDARD U S.E.D. BRONZE DISK STAMPED
 AN2286'LONG 1946 WAS SET 50.0 FEET FROM REFERENCE MARK 1 AND ON LINE WITH
 AN2286'SEADRIFT WATER TANK.  A CEDAR POST WAS SET 5 FEET N OF LONG.
 AN2286
 AN2286                          STATION RECOVERY (1948)
 AN2286
 AN2286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2286'STATION AND REFERENCE MARK 2 ARE DESTROYED.  THE SHORELINE HAS
 AN2286'RECEDED TO REFERENCE MARK 1, WHICH IS NOW ON THE MEAN HIGH-WATER
 AN2286'LINE.  IT PROJECTS 2 FEET ABOVE THE GROUND AND IN TIME WILL BE
 AN2286'WASHED OUT.
 AN2286
 AN2286                          STATION RECOVERY (1998)
 AN2286
 AN2286'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6065 ***********************************************************************
 AW6065  DESIGNATION -  SLIPPER 1933
 AW6065  PID         -  AW6065
 AW6065  STATE/COUNTY-  TX/GALVESTON
 AW6065  USGS QUAD   -  FROZEN POINT (1994)
 AW6065
 AW6065                         *CURRENT SURVEY CONTROL
 AW6065  ___________________________________________________________________
 AW6065* NAD 83(1993)-  29 31 51.54353(N)    094 34 11.87018(W)     ADJUSTED  
 AW6065* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AW6065  ___________________________________________________________________
 AW6065  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6065  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW6065
 AW6065  HORZ ORDER  -  THIRD
 AW6065
 AW6065.The horizontal coordinates were established by classical geodetic methods
 AW6065.and adjusted by the National Geodetic Survey in February 1996..
 AW6065
 AW6065.The orthometric height was scaled from a topographic map.
 AW6065
 AW6065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6065
 AW6065.The geoid height was determined by GEOID03.
 AW6065
 AW6065;                    North         East     Units Scale Factor Converg.
 AW6065;SPC TXSC     - 4,196,276.144 1,029,274.421   MT  0.99986908   +2 10 13.2
 AW6065;SPC TXSC     -13,767,282.65  3,376,877.83   sFT  0.99986908   +2 10 13.2
 AW6065;UTM  15      - 3,267,843.987   347,863.806   MT  0.99988559   -0 46 26.3
 AW6065
 AW6065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6065!SPC TXSC     -   1.00000423  x   0.99986908  =   0.99987330
 AW6065!UTM  15      -   1.00000423  x   0.99988559  =   0.99988982
 AW6065
 AW6065                          SUPERSEDED SURVEY CONTROL
 AW6065
 AW6065  NAD 83(1993)-  29 31 51.55272(N)    094 34 11.86022(W) AD(       ) 3
 AW6065  NAD 83(1986)-  29 31 51.56166(N)    094 34 11.85069(W) AD(       ) 3
 AW6065  NAD 27      -  29 31 50.73000(N)    094 34 11.15600(W) AD(       ) 3
 AW6065
 AW6065.Superseded values are not recommended for survey control.
 AW6065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6065.See file dsdata.txt to determine how the superseded data were derived.
 AW6065
 AW6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN4786467844(NAD 83)
 AW6065_MARKER: DS = TRIANGULATION STATION DISK
 AW6065_SETTING: 0 = UNSPECIFIED SETTING
 AW6065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6065
 AW6065  HISTORY     - Date     Condition        Report By
 AW6065  HISTORY     - 1933     MONUMENTED       CGS
 AW6065  HISTORY     - 1947     GOOD             CGS
 AW6065  HISTORY     - 1948     GOOD             PHILIP
 AW6065  HISTORY     - 1960     GOOD             CGS
 AW6065  HISTORY     - 1965     MARK NOT FOUND   CGS
 AW6065
 AW6065                          STATION DESCRIPTION
 AW6065
 AW6065'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6065'STATION IS LOCATED ON MARSH POINT, ON THE S SHORE OF EAST
 AW6065'BAY, ABOUT 4-1/2 MILES (BY BOAT) FROM ROLLOVER CAMP (GUY
 AW6065'MATHEWS LANDING), AND DUE S OF THE MOUTH OF ROBINSON BAYOU,
 AW6065'ON THE N SHORE OF THE BAY.  IT IS 44 METERS E OF THE SHORE
 AW6065'OF A SMALL COVE AND 35 METERS S OF THE SHORE OF EAST BAY.
 AW6065'
 AW6065'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW6065'IN CONCRETE.
 AW6065'
 AW6065'NO REFERENCE MARK WAS SET.
 AW6065'
 AW6065'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 AW6065
 AW6065                          STATION RECOVERY (1947)
 AW6065
 AW6065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6065'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT
 AW6065'THAT THE SHORELINE HAS RECEDED SOME AND THE STATION IS NOW
 AW6065'ONLY ABOUT 28 METERS E OF THE SHORE OF A SMALL COVE AND 28
 AW6065'METERS S OF THE SHORE OF EAST BAY.
 AW6065
 AW6065                          STATION RECOVERY (1948)
 AW6065
 AW6065'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1948 (LJD)
 AW6065'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6065'DISK IS STAMPED SLIPPER 1933.
 AW6065
 AW6065                          STATION RECOVERY (1960)
 AW6065
 AW6065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6065'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AW6065'FOLLOWS.
 AW6065'
 AW6065'STATION IS LOCATED ON THE SOUTH SIDE OF EAST BAY, ON MARSH
 AW6065'POINT, ABOUT 4.5 MILES NORTHWEST OF GILCHRIST, ABOUT 2.5
 AW6065'MILES NORTH OF THE SUN OIL CO. DOCKS AND 1000 FEET NORTHEAST
 AW6065'OF THE SUN OIL CO. CANAL.
 AW6065'
 AW6065'STATION IS ON MOST NORTHERLY PART OF POINT, 25.0 FEET SOUTH
 AW6065'OF THE SHORELINE AND 1.5 FEET NORTH OF A WITNESS POST.  A
 AW6065'STANDARD DISK STAMPED SLIPPER 1933 IN TOP OF A CONCRETE MONUMENT
 AW6065'WHICH PROJECTS 1 INCH.  THERE ARE NO REFERENCE MARKS.
 AW6065
 AW6065                          STATION RECOVERY (1965)
 AW6065
 AW6065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW6065'THE STATION COULD NOT BE FOUND AFTER A THOUROUGH SEARCH.
 AW6065'THE BANK HAS ERODED AND THE WITNESS POST IS NOW IN THE WATER.
 AW6065'THERE ARE SEVERAL CONCRETE FRAGMENTS IN THE VICINITY OF THE
 AW6065'WITNESS POST, BUT A LONG SEARCH FAILED TO PRODUCE ANY EVIDENCE
 AW6065'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2722 ***********************************************************************
 BY2722  DESIGNATION -  SLOAN
 BY2722  PID         -  BY2722
 BY2722  STATE/COUNTY-  TX/HOUSTON
 BY2722  USGS QUAD   -  AUGUSTA (1982)
 BY2722
 BY2722                         *CURRENT SURVEY CONTROL
 BY2722  ___________________________________________________________________
 BY2722* NAD 83(1993)-  31 32 12.73185(N)    095 20 31.99709(W)     ADJUSTED  
 BY2722* NAVD 88     -       142.54   (+/-2cm)     467.6    (feet)  VERTCON   
 BY2722  ___________________________________________________________________
 BY2722  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BY2722  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY2722
 BY2722  HORZ ORDER  -  FIRST
 BY2722  VERT ORDER  -  THIRD ? (See Below)
 BY2722
 BY2722.The horizontal coordinates were established by classical geodetic methods
 BY2722.and adjusted by the National Geodetic Survey in February 1996..
 BY2722
 BY2722.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2722.The vertical order pertains to the NGVD 29 superseded value.
 BY2722
 BY2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2722
 BY2722.The geoid height was determined by GEOID03.
 BY2722
 BY2722;                    North         East     Units Scale Factor Converg.
 BY2722;SPC TX C     - 3,217,955.974 1,173,786.636   MT  0.99992528   +2 34 14.6
 BY2722;SPC TX C     -10,557,577.22  3,850,998.32   sFT  0.99992528   +2 34 14.6
 BY2722;UTM  15      - 3,491,481.243   277,631.606   MT  1.00020992   -1 13 32.1
 BY2722
 BY2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2722!SPC TX C     -   0.99998183  x   0.99992528  =   0.99990711
 BY2722!UTM  15      -   0.99998183  x   1.00020992  =   1.00019174
 BY2722
 BY2722|---------------------------------------------------------------------|
 BY2722| PID    Reference Object                     Distance      Geod. Az  |
 BY2722|                                                           dddmmss.s |
 BY2722| CV9232 SLOAN RM 1                            8.037 METERS 05301     |
 BY2722| CV9231 SLOAN AZ MK RESET                                  1292218.9 |
 BY2722| CV9230 SLOAN AZ MK                                        1292218.8 |
 BY2722| BY2762 GRAPELAND MUNICIPAL TANK            APPROX.13.8 KM 2491715.4 |
 BY2722| CV9233 SLOAN RM 2                            8.065 METERS 31241     |
 BY2722|---------------------------------------------------------------------|
 BY2722
 BY2722                          SUPERSEDED SURVEY CONTROL
 BY2722
 BY2722  NAD 83(1986)-  31 32 12.74262(N)    095 20 31.98291(W) AD(       ) 1
 BY2722  NAD 27      -  31 32 12.09900(N)    095 20 31.17800(W) AD(       ) 1
 BY2722  NGVD 29 (07/19/86)  142.56   (m)          467.7    (f) LEVELING    3  
 BY2722
 BY2722.Superseded values are not recommended for survey control.
 BY2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2722.See file dsdata.txt to determine how the superseded data were derived.
 BY2722
 BY2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7763291481(NAD 83)
 BY2722_MARKER: DS = TRIANGULATION STATION DISK
 BY2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2722
 BY2722  HISTORY     - Date     Condition        Report By
 BY2722  HISTORY     - 1942     MONUMENTED       CGS
 BY2722  HISTORY     - 1951     GOOD             CGS
 BY2722  HISTORY     - 1975     GOOD             AMOCO
 BY2722
 BY2722                          STATION DESCRIPTION
 BY2722
 BY2722'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2722'STATION IS ABOUT 0.7 MILE NW OF THE VILLAGE OF AUGUSTA, ON THE
 BY2722'TOP OF A SMALL HILL, ABOUT 60 FEET SW OF AN L-SHAPED HOUSE,
 BY2722'ON LAND OWNED BY JOHN SLOAN WHO LIVES ABOUT 0.2 MILE S OF THE
 BY2722'STATION.  STATION IS 23 FEET S OF A LONE 2-FOOT OAK TREE AND 16
 BY2722'FEET SSW OF A WHITE REFERENCE POST.  IT IS STAMPED SLOAN 1942,
 BY2722'AND PROJECTS ABOUT 4 INCHES.
 BY2722'
 BY2722'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2722'BRONZE DISKS SET IN CONCRETE.
 BY2722'
 BY2722'REFERENCE MARK NO. 1 IS 30 FEET E OF THE 2-FOOT OAK TREE AND
 BY2722'41 FEET W OF THE S GABLE OF THE HOUSE.  IT IS STAMPED SLOAN
 BY2722'NO. 1 1942, AND PROJECTS ABOUT 4 INCHES.
 BY2722'
 BY2722'REFERENCE MARK NO. 2 IS 6 FEET W OF THE 2-FOOT OAK TREE.  IT
 BY2722'IS STAMPED SLOAN NO. 2 1942, AND PROJECTS ABOUT 4 INCHES.
 BY2722'
 BY2722'THE AZIMUTH MARK IS 0.25 MILE W OF THE L. WALL GENERAL STORE
 BY2722'IN AUGUSTA, 33 FEET S OF THE CENTER LINE OF THE AUGUSTA-GRAPELAND
 BY2722'ROAD, 75 FEET WNW OF A 1-STORY HOUSE, 1 FOOT N OF A FENCE, 23
 BY2722'FEET W BY S OF A 2.5-FOOT TREE AND 3 FEET W OF A WHITE REFERENCE
 BY2722'POST.  IT IS STAMPED SLOAN 1942, AND PROJECTS ABOUT 4 INCHES.
 BY2722'
 BY2722'TO REACH THE STATION FROM THE L. WALL STORE IN AUGUSTA, GO
 BY2722'W ON THE GRAPELAND ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON
 BY2722'THE LEFT, CONTINUE W FOR 0.25 MILE TO A T-ROAD RIGHT, TURN
 BY2722'RIGHT AND GO 0.5 MILE TO A HOUSE ON THE LEFT AND STATION.
 BY2722'
 BY2722'THE HOUSE REFERRED TO ABOVE, IS IN THE SHAPE OF AN L, WITH
 BY2722'ONE GABLE ON THE S AND ONE ON THE W.
 BY2722'
 BY2722'A 37-FOOT SIGNAL AT DENSON, A 24-FOOT SIGNAL AT WECHES, A
 BY2722'50-FOOT SIGNAL AT PINE SPRINGS AND A 50-FOOT SIGNAL AT LUCE ARE
 BY2722'VISIBLE FROM THE GROUND.
 BY2722
 BY2722                          STATION RECOVERY (1951)
 BY2722
 BY2722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 BY2722'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 BY2722'DESCRIBED.  THE BUILDINGS DESCRIBED AS AT THE SITE OF THE STATION
 BY2722'ARE ALL GONE AND THE MARKS ARE NOW ON AN OPEN HILL-TOP.  THE
 BY2722'1942 AZIMUTH MARK WAS REMOVED TO CLEAR NEW ROAD CONSTRUCTION.  A
 BY2722'NEW AZIMUTH MARK WAS SET IN 1951 IN EXACTLY THE SAME LINE TO
 BY2722'THE STATION BUT ABOUT 25 YARDS NEARER THE STATION.
 BY2722'
 BY2722'STATION MARK IS A STANDARD DISK, STAMPED SLOAN 1942 1951, SET
 BY2722'IN THE TOP OF A CONCRETE MONUMENT, ON THE N SIDE OF THE E-W ROAD,
 BY2722'AT THE TOP OF THE BANK, IN THE OPEN GRASSLAND PASTURE, 2 FEET
 BY2722'N OF THE N RIGHT-OF-WAY FENCE, AND ABOUT MIDWAY BETWEEN THE
 BY2722'ENDS OF TWO TERRACES.  THE MARK PROJECTS ABOUT 4 INCHES.
 BY2722'
 BY2722'TO REACH THE STATION FROM AUGUSTA, GO W ON THE GRAPELAND ROAD,
 BY2722'FARM ROAD 227, 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BY2722'CONTINUE W 0.3 MILE TO A T-ROAD RIGHT.  TURN RIGHT HERE AND
 BY2722'GO N 0.5 MILE TO THE TOP OF THE GRADE AND THE STATION AT THE
 BY2722'LEFT AT THE HIGHEST POINT OF THE SANDY HILL-TOP.  STATION MARK
 BY2722'IS ABOUT 30 FEET S OF A LARGE DEAD OAK TREE AND AN OLD OPEN
 BY2722'WELL.
 BY2722
 BY2722                          STATION RECOVERY (1975)
 BY2722
 BY2722'RECOVERY NOTE BY AMOCO OIL COMPANY 1975 (LCC)
 BY2722'SLOAN 1942-SURFACE MON GONE-SUBSURFACE GOOD COND
 BY2722'
 BY2722'SLOAN NO 1 1942-HAS BEEN KNOCK OVER
 BY2722'
 BY2722'SLOAN NO 2 1942-HAS BEEN KNOCK OVER
 BY2722'
 BY2722'A MILD SEARCH WAS MADE FOR REF BUT NOT FOUND THERE ARE NO FENCES
 BY2722'AROUND THE STATION SLOAN AND IT IS ABOUT 100 FEET S. OF E-W ROAD.
 BY2722'OLD TREE IS NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0543 ***********************************************************************
 AM0543  DESIGNATION -  SLOP
 AM0543  PID         -  AM0543
 AM0543  STATE/COUNTY-  TX/BRAZORIA
 AM0543  USGS QUAD   -  
 AM0543
 AM0543                         *CURRENT SURVEY CONTROL
 AM0543  ___________________________________________________________________
 AM0543* NAD 83(1993)-  28 59 25.33420(N)    095 14 19.22619(W)     ADJUSTED  
 AM0543* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AM0543  ___________________________________________________________________
 AM0543  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AM0543  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AM0543
 AM0543  HORZ ORDER  -  THIRD
 AM0543
 AM0543.The horizontal coordinates were established by classical geodetic methods
 AM0543.and adjusted by the National Geodetic Survey in February 1996..
 AM0543
 AM0543.The orthometric height was scaled from a topographic map.
 AM0543
 AM0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0543
 AM0543.The geoid height was determined by GEOID03.
 AM0543
 AM0543;                    North         East     Units Scale Factor Converg.
 AM0543;SPC TXSC     - 4,134,124.030   966,426.746   MT  0.99988120   +1 50 33.8
 AM0543;SPC TXSC     -13,563,371.92  3,170,685.08   sFT  0.99988120   +1 50 33.8
 AM0543;UTM  15      - 3,208,984.466   281,903.467   MT  1.00018701   -1 05 07.6
 AM0543
 AM0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0543!SPC TXSC     -   1.00000372  x   0.99988120  =   0.99988492
 AM0543!UTM  15      -   1.00000372  x   1.00018701  =   1.00019073
 AM0543
 AM0543                          SUPERSEDED SURVEY CONTROL
 AM0543
 AM0543  NAD 83(1986)-  28 59 25.34341(N)    095 14 19.20636(W) AD(       ) 3
 AM0543
 AM0543.Superseded values are not recommended for survey control.
 AM0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0543.See file dsdata.txt to determine how the superseded data were derived.
 AM0543
 AM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8190308984(NAD 83)
 AM0543_MARKER: DD = SURVEY DISK
 AM0543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AM0543_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AM0543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AM0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0543+STABILITY: SURFACE MOTION
 AM0543
 AM0543  HISTORY     - Date     Condition        Report By
 AM0543  HISTORY     - 1982     MONUMENTED       NOS
 AM0543  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 AM0543  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0543  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AM0543
 AM0543                          STATION DESCRIPTION
 AM0543
 AM0543'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0543'THE STATION IS LOCATED 4 MILES NORTHEAST OF SURFSIDE.
 AM0543'
 AM0543'TO REACH FROM THE JUNCTION OF COUNTY ROADS 257 AND 332 IN
 AM0543'SURFSIDE GO NORTHEAST ON COUNTY ROAD 257 FOR 6.63 KM. (3.95 MI.)
 AM0543'TO THE STATION ON LEFT.
 AM0543'
 AM0543'THE STATION IS A NOS ALUMINUM DISK STAMPED---SLOP 1982---,
 AM0543'AFFIXED TO THE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED IN CONCRETE
 AM0543'AND PORJECTING 6 INCHES.
 AM0543'
 AM0543'IT IS LOCATED,
 AM0543'24.69 METERS (81.0 FT.) SOUTH SOUTHWEST FROM POWER POLE WITH
 AM0543'JUNCTION BOX AT BASE,
 AM0543'8.84 METERS (29.0 FT.) NORTHWEST FROM CENTERLINE COUNTY ROAD 257,
 AM0543'0.76 METERS (2.5 FT.) SOUTHEAST FROM WITNESS POST.
 AM0543'IT IS ABOUT 4 FT. HIGHER THAN THE ROAD.
 AM0543'
 AM0543'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 AM0543'DESCRIBED BY MWJ.
 AM0543
 AM0543                          STATION RECOVERY (1996)
 AM0543
 AM0543'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0543'MARK NOT FOUND.
 AM0543
 AM0543                          STATION RECOVERY (2004)
 AM0543
 AM0543'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0543'MARK NOT FOUND.
 AM0543
 AM0543                          STATION RECOVERY (2005)
 AM0543
 AM0543'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0347 ***********************************************************************
 CD0347  DESIGNATION -  SLOPE
 CD0347  PID         -  CD0347
 CD0347  STATE/COUNTY-  TX/CULBERSON
 CD0347  USGS QUAD   -  SIX BAR RANCH (1973)
 CD0347
 CD0347                         *CURRENT SURVEY CONTROL
 CD0347  ___________________________________________________________________
 CD0347* NAD 83(1993)-  31 39 41.45384(N)    104 51 42.52206(W)     ADJUSTED  
 CD0347* NAVD 88     -      1156.     (meters)    3793.     (feet)  SCALED    
 CD0347  ___________________________________________________________________
 CD0347  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CD0347  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CD0347
 CD0347  HORZ ORDER  -  FIRST
 CD0347
 CD0347.The horizontal coordinates were established by classical geodetic methods
 CD0347.and adjusted by the National Geodetic Survey in February 1996..
 CD0347
 CD0347.The orthometric height was scaled from a topographic map.
 CD0347
 CD0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0347
 CD0347.The geoid height was determined by GEOID03.
 CD0347
 CD0347;                    North         East     Units Scale Factor Converg.
 CD0347;SPC TX C     - 3,229,885.122   270,666.276   MT  0.99994794   -2 19 56.8
 CD0347;SPC TX C     -10,596,714.77    888,010.94   sFT  0.99994794   -2 19 56.8
 CD0347;UTM  13      - 3,502,926.473   513,100.354   MT  0.99960212   +0 04 21.1
 CD0347
 CD0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0347!SPC TX C     -   0.99982223  x   0.99994794  =   0.99977018
 CD0347!UTM  13      -   0.99982223  x   0.99960212  =   0.99942442
 CD0347
 CD0347|---------------------------------------------------------------------|
 CD0347| PID    Reference Object                     Distance      Geod. Az  |
 CD0347|                                                           dddmmss.s |
 CD0347| CD0349 SLOPE RM 2                            8.794 METERS 07856     |
 CD0347| CI0510 SLOPE AZ MK                                        3453005.8 |
 CD0347| CD0348 SLOPE RM 1                            8.574 METERS 35944     |
 CD0347|---------------------------------------------------------------------|
 CD0347
 CD0347                          SUPERSEDED SURVEY CONTROL
 CD0347
 CD0347  NAD 83(1986)-  31 39 41.45492(N)    104 51 42.52057(W) AD(       ) 1
 CD0347  NAD 27      -  31 39 41.01700(N)    104 51 40.71800(W) AD(       ) 1
 CD0347
 CD0347.Superseded values are not recommended for survey control.
 CD0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0347.See file dsdata.txt to determine how the superseded data were derived.
 CD0347
 CD0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER1310002926(NAD 83)
 CD0347_MARKER: DS = TRIANGULATION STATION DISK
 CD0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0347_STAMPING: SLOPE 1943
 CD0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0347+STABILITY: SURFACE MOTION
 CD0347
 CD0347  HISTORY     - Date     Condition        Report By
 CD0347  HISTORY     - 1943     MONUMENTED       CGS
 CD0347  HISTORY     - 1946     GOOD             USGS
 CD0347  HISTORY     - 1958     GOOD             NGS
 CD0347
 CD0347                          STATION DESCRIPTION
 CD0347
 CD0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0347'THE STATION IS LOCATED ON W END OF A LOW RIDGE ABOUT 19 MILES
 CD0347'S OF PINE SPRINGS, ON STATE HIGHWAY 54, 8.4 MILES S OF THE
 CD0347'JUNCTION OF U.S. HIGHWAY 62.
 CD0347'
 CD0347'THE STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CD0347'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.  IT
 CD0347'IS STAMPED SLOPE 1943, 60 FEET E OF CENTER LINE OF HIGHWAY.
 CD0347'
 CD0347'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 CD0347'A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 CD0347'IT IS STAMPED SLOPE NO 1 1943.
 CD0347'
 CD0347'REFERENCE MARK 2 IS A BRONZE REFERENCE MARK DISK SET IN THE
 CD0347'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 CD0347'GROUND.  IT IS STAMPED SLOPE NO 2 1943.
 CD0347'
 CD0347'THE AZIMUTH MARK IS ABOUT 0.4 MILE NNW OF THE STATION, ON THE
 CD0347'S SLOPE OF A RIDGE, ABOUT 50 FEET E OF THE CENTER LINE OF ROAD
 CD0347'NEAR A 2- BY 4-INCH POST.  IT IS A BRONZE AZIMUTH-MARK DISK SET
 CD0347'IN THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 CD0347'STAMPED SLOPE 1943.
 CD0347'
 CD0347'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CD0347
 CD0347                          STATION RECOVERY (1946)
 CD0347
 CD0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946 (WFC)
 CD0347'STATION MARK--BRONZE USC-GS DISK, STAMPED ---SLOPE 1943---, SET IN
 CD0347'CONCRETE POST.
 CD0347
 CD0347                          STATION RECOVERY (1958)
 CD0347
 CD0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0347'46.1 MI N FROM VAN HORN.
 CD0347'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0347'STATION AT VAN HORN, THENCE ABOUT 45.7 MILES NORTH ALONG STATE HIGHWAY
 CD0347'54, THENCE ABOUT 0.25 MILE EAST ACROSS A BRUSHY PASTURE TO THE OLD
 CD0347'HIGHWAY.  75 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, ON THE
 CD0347'WEST SLOPE OF A HILL, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CD0347'ABOUT 3 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY, AND IN THE TOP OF A
 CD0347'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6799 ***********************************************************************
 AW6799  DESIGNATION -  SLOUGH
 AW6799  PID         -  AW6799
 AW6799  STATE/COUNTY-  TX/BRAZORIA
 AW6799  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6799
 AW6799                         *CURRENT SURVEY CONTROL
 AW6799  ___________________________________________________________________
 AW6799* NAD 83(1993)-  29 02 37.82824(N)    095 13 40.50810(W)     ADJUSTED  
 AW6799* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6799  ___________________________________________________________________
 AW6799  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW6799  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AW6799
 AW6799  HORZ ORDER  -  SECOND
 AW6799
 AW6799.The horizontal coordinates were established by classical geodetic methods
 AW6799.and adjusted by the National Geodetic Survey in February 1996..
 AW6799
 AW6799.The orthometric height was scaled from a topographic map.
 AW6799
 AW6799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6799
 AW6799.The geoid height was determined by GEOID03.
 AW6799
 AW6799;                    North         East     Units Scale Factor Converg.
 AW6799;SPC TXSC     - 4,140,080.440   967,283.040   MT  0.99987606   +1 50 52.8
 AW6799;SPC TXSC     -13,582,913.91  3,173,494.44   sFT  0.99987606   +1 50 52.8
 AW6799;UTM  15      - 3,214,891.141   283,063.369   MT  1.00018078   -1 04 55.3
 AW6799
 AW6799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6799!SPC TXSC     -   1.00000401  x   0.99987606  =   0.99988006
 AW6799!UTM  15      -   1.00000401  x   1.00018078  =   1.00018479
 AW6799
 AW6799:                Primary Azimuth Mark                     Grid Az
 AW6799:SPC TXSC     -  TATLUM                                   081 34 08.6
 AW6799:UTM  15      -  TATLUM                                   084 29 56.7
 AW6799
 AW6799|---------------------------------------------------------------------|
 AW6799| PID    Reference Object                     Distance      Geod. Az  |
 AW6799|                                                           dddmmss.s |
 AW6799| AW6792 TATLUM                              APPROX. 7.7 KM 0832501.4 |
 AW6799| CV6797 SLOUGH RM 2                          22.410 METERS 24244     |
 AW6799| CV6796 SLOUGH RM 1                          21.970 METERS 34601     |
 AW6799|---------------------------------------------------------------------|
 AW6799
 AW6799                          SUPERSEDED SURVEY CONTROL
 AW6799
 AW6799  NAD 83(1986)-  29 02 37.83768(N)    095 13 40.48893(W) AD(       ) 2
 AW6799  NAD 27      -  29 02 36.95800(N)    095 13 39.73000(W) AD(       ) 2
 AW6799
 AW6799.Superseded values are not recommended for survey control.
 AW6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6799.See file dsdata.txt to determine how the superseded data were derived.
 AW6799
 AW6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8306314891(NAD 83)
 AW6799_MARKER: DS = TRIANGULATION STATION DISK
 AW6799_SETTING: 0 = UNSPECIFIED SETTING
 AW6799
 AW6799  HISTORY     - Date     Condition        Report By
 AW6799  HISTORY     - 1932     MONUMENTED       CGS
 AW6799  HISTORY     - 1947     GOOD             CGS
 AW6799  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW6799
 AW6799                          STATION DESCRIPTION
 AW6799
 AW6799'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6799'ON OPEN PRAIRIE, 360 METERS INSHORE FROM THE MOST W POINT OF
 AW6799'THE MAIN PART OF OYSTER BAY, AND 1-1/2 MILES NW OF SE POINT OF
 AW6799'RATTLESNAKE POINT.
 AW6799'
 AW6799'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW6799'SET IN CONCRETE.
 AW6799'
 AW6799'BEARING TO BEACON NO. 1, OYSTER BAY, S 20 DEG 30 MIN E.  BEARING TO
 AW6799'A LONE HOUSE ON THE PRAIRIE ABOUT 2 MILES FROM THE STATION IS
 AW6799'N 17 DEG 30 MIN W.
 AW6799'
 AW6799'HEIGHT OF LIGHT ABOVE STATION MARK - 3.8 METERS.
 AW6799
 AW6799                          STATION RECOVERY (1947)
 AW6799
 AW6799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6799'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6799'DESCRIPTION ADEQUATE, EXCEPT FOR THE FOLLOWING ADDITION--
 AW6799'
 AW6799'1.  STATION IS NOW 240 METERS NW OF THE NW EDGE OF THE INTRACOASTAL
 AW6799'WATERWAY.
 AW6799
 AW6799                          STATION RECOVERY (1960)
 AW6799
 AW6799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6799'LOST.  THE AREA WAS SEARCHED BUT NONE OF THE MARKS COULD BE
 AW6799'FOUND.  THE DESCRIPTION DOES NOT TIE THE STATION DOWN TO A
 AW6799'DEFINITE LOCATION.  IT IS BELIEVED THE MARK COULD BE FOUND BY
 AW6799'MORE EXTENSIVE METHODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2768 ***********************************************************************
 CS2768  DESIGNATION -  SLOUGH
 CS2768  PID         -  CS2768
 CS2768  STATE/COUNTY-  TX/DALLAS
 CS2768  USGS QUAD   -  SEAGOVILLE (1973)
 CS2768
 CS2768                         *CURRENT SURVEY CONTROL
 CS2768  ___________________________________________________________________
 CS2768* NAD 83(1993)-  32 37 36.49651(N)    096 36 54.64319(W)     ADJUSTED  
 CS2768* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 CS2768  ___________________________________________________________________
 CS2768  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 CS2768  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CS2768
 CS2768  HORZ ORDER  -  SECOND
 CS2768
 CS2768.The horizontal coordinates were established by classical geodetic methods
 CS2768.and adjusted by the National Geodetic Survey in February 1996..
 CS2768
 CS2768.The orthometric height was scaled from a topographic map.
 CS2768
 CS2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2768
 CS2768.The geoid height was determined by GEOID03.
 CS2768
 CS2768;                    North         East     Units Scale Factor Converg.
 CS2768;SPC TXNC     - 2,108,056.492   776,853.231   MT  0.99989993   +1 01 40.7
 CS2768;SPC TXNC     - 6,916,182.01  2,548,725.98   sFT  0.99989993   +1 01 40.7
 CS2768;UTM  14      - 3,612,427.139   723,740.481   MT  1.00021732   +1 17 10.8
 CS2768
 CS2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2768!SPC TXNC     -   0.99998633  x   0.99989993  =   0.99988627
 CS2768!UTM  14      -   0.99998633  x   1.00021732  =   1.00020365
 CS2768
 CS2768:                Primary Azimuth Mark                     Grid Az
 CS2768:SPC TXNC     -  SEAGOVILLE FED CORRECT INST TK           054 27 05.4
 CS2768:UTM  14      -  SEAGOVILLE FED CORRECT INST TK           054 11 35.3
 CS2768
 CS2768|---------------------------------------------------------------------|
 CS2768| PID    Reference Object                     Distance      Geod. Az  |
 CS2768|                                                           dddmmss.s |
 CS2768| CS2771 SEAGOVILLE FED CORRECT INST TK      APPROX. 5.1 KM 0552846.1 |
 CS2768| CY2306 SLOUGH AZ MK                                       0762331.5 |
 CS2768| CS2770 SEAGOVILLE MUNICIPAL TANK           APPROX. 7.2 KM 0792044.9 |
 CS2768| CY2307 SLOUGH RM 1                          20.120 METERS 16020     |
 CS2768| CS2772 NO 1 USE 1947                        18.568 METERS 27821     |
 CS2768|---------------------------------------------------------------------|
 CS2768
 CS2768                          SUPERSEDED SURVEY CONTROL
 CS2768
 CS2768  NAD 83(1986)-  32 37 36.50364(N)    096 36 54.62535(W) AD(       ) 2
 CS2768  NAD 27      -  32 37 36.02100(N)    096 36 53.65400(W) AD(       ) 2
 CS2768
 CS2768.Superseded values are not recommended for survey control.
 CS2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2768.See file dsdata.txt to determine how the superseded data were derived.
 CS2768
 CS2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2374012427(NAD 83)
 CS2768_MARKER: DS = TRIANGULATION STATION DISK
 CS2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2768
 CS2768  HISTORY     - Date     Condition        Report By
 CS2768  HISTORY     - 1947     MONUMENTED       CGS
 CS2768  HISTORY     - 1958     GOOD             CGS
 CS2768  HISTORY     - 1960     GOOD             CGS
 CS2768  HISTORY     - 20030602 GOOD             TX1730
 CS2768
 CS2768                          STATION DESCRIPTION
 CS2768
 CS2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2768'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF THE VILLAGE
 CS2768'OF WILMER, ABOUT 4-1/2 MILES WEST OF SEAGOVILLE, 1 MILE
 CS2768'EAST OF THE TRINITY RIVER BRIDGE AND ON LAND OWNED BY MRS.
 CS2768'LAURA GLENN.  IT IS SITUATED IN A SMALL GROVE OF SECOND-GROWTH
 CS2768'OAK TREES, 200 FEET NORTH OF SLOUGH CREEK AND 60 FEET SOUTHEAST
 CS2768'OF FENCE LINE.  THE MARK IS STAMPED SLOUGH 1947 AND IT PROJECTS
 CS2768'3 INCHES.
 CS2768'
 CS2768'REFERENCE MARK NO. 1 IS 10 FEET NORTH OF A BREAK IN THE CREEK
 CS2768'BANK.  IT IS STAMPED SLOUGH NO 1 1947 AND PROJECTS 6 INCHES.
 CS2768'
 CS2768'A U.S.E.D. MARK SERVES AS REFERENCE MARK NUMBER 2.  IT IS
 CS2768'A COPPER BOLT SET IN A CONCRETE CYLINDER THAT PROJECTS 8 INCHES.
 CS2768'THE BOLT, STAMPED 1, IS CENTER PUNCHED AND THE LETTERS, USED
 CS2768'IS INSCRIBED IN THE CONCRETE BASE.  IT IS 1 FOOT SOUTH OF THE
 CS2768'FENCE LINE.
 CS2768'
 CS2768'THE AZIMUTH MARK IS LOCATED 0.45 MILE EAST OF THE STATION, 150
 CS2768'FEET NORTHEAST OF A FARM HOUSE, 40 FEET SOUTH OF CENTER OF
 CS2768'THE MACADAM ROAD AND 2 FEET EAST OF A FENCE CORNER.  IT IS
 CS2768'STAMPED SLOUGH 1947 AND PROJECTS 4 INCHES.
 CS2768'
 CS2768'TO REACH THE STATION FROM THE MOBIL GAS SERVICE STATION ON
 CS2768'U.S. HIGHWAY 75 IN THE VILLAGE OF WILMER, GO NORTHEASTERLY
 CS2768'ON A MACADAM ROAD FOR 4.0 MILES TO THE TRINITY RIVER BRIDGE,
 CS2768'CONTINUE FOR 1.0 MILE TO A FORK, *THIS IS JUST AFTER CROSSING
 CS2768'A BRIDGE OVER SLOUGH CREEK, KEEP LEFT FOR 0.1 MILE TO A WIRE
 CS2768'GATE ON THE LEFT, TURN LEFT THROUGH GATE AND DRIVE ALONG THE
 CS2768'LEFT SIDE OF FENCE LINE FOR ABOUT 150 YARDS TO THE U.S.E.D.
 CS2768'MARK AND THE STATION AS DESCRIBED.
 CS2768'
 CS2768'*FROM THIS FORK, THE AZIMUTH MARK IS REACHED BY KEEPING RIGHT
 CS2768'FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CS2768'
 CS2768'A 74 FOOT SIGNAL AT WILMER IS VISIBLE AT 50 FEET.
 CS2768'
 CS2768'AN 87 FOOT SIGNAL AT PRAIRIE IS VISIBLE AT 77 FEET.
 CS2768'
 CS2768'A 74 FOOT SIGNAL AT HICKORY IS VISIBLE AT 37 FEET.
 CS2768'
 CS2768'AN 87 FOOT SIGNAL AT SEAGO IS VISIBLE AT 37 FEET.
 CS2768'
 CS2768'AN 87 FOOT SIGNAL AT PARSONS IS VISIBLE AT 64 FEET.
 CS2768'
 CS2768'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2768
 CS2768                          STATION RECOVERY (1958)
 CS2768
 CS2768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2768'THE STATION AND 2 REFERENCE MARKS WERE RECOVERED IN GOOD
 CS2768'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED BY GRAVEL
 CS2768'PIT ACTIVITY.
 CS2768'
 CS2768'THE ROUTE TO THE STATION IS CORRECTED AS FOLLOWS.  TO REACH
 CS2768'FROM THE MOBILGAS SERVICE STATION IN WILMER, ON OLD HIGHWAY
 CS2768'75, GO NORTH PASSING UNDER THE NEW HIGHWAY EXPRESSWAY NO. 75,
 CS2768'4.0 MILES TO THE TRINITY RIVER BRIDGE.  THEN CONTINUE 1.0 MILE
 CS2768'TO THE PARSONS SLOUGH BRIDGE.  CROSS THE BRIDGE AND BEAR LEFT
 CS2768'THROUGH A GATE AND GO NORTH ALONG A FIELD ROAD 0.1 MILE.
 CS2768'THEN TURN LEFT THROUGH A GATE AND GO SOUTHWEST THROUGH THE
 CS2768'TIMBER ABOUT 0.1 MILE TO THE EDGE OF THE SLOUGH AND THE
 CS2768'STATION.
 CS2768
 CS2768                          STATION RECOVERY (1960)
 CS2768
 CS2768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2768'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2768'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2768'TO STATION SITE ARE CORRECT.
 CS2768
 CS2768                          STATION RECOVERY (2003)
 CS2768
 CS2768'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS2768'STATION NOT FOUND. AZIMUTH MARK FOUND 0.4 MILE NORTHEAST ALONG SIMONDS
 CS2768'ROAD FROM BELT LINE ROAD. 30.7 FEET SOUTHEAST OF CENTERLINE OF
 CS2768'SIMONDS, 83.3 FEET NORTHEAST OF POWER POLE 11S-12E-31-J, 88.5 FEET
 CS2768'SOUTH OF GATE TO DALLAS COUNTY ALLIGATOR PRESERVE. FLUSH WITH GROUND
 CS2768'UNDER TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1138 ***********************************************************************
 CU1138  DESIGNATION -  SLOW
 CU1138  PID         -  CU1138
 CU1138  STATE/COUNTY-  TX/BORDEN
 CU1138  USGS QUAD   -  HOLLOWAY CANYON (1969)
 CU1138
 CU1138                         *CURRENT SURVEY CONTROL
 CU1138  ___________________________________________________________________
 CU1138* NAD 83(1993)-  32 45 58.24075(N)    101 37 17.74332(W)     ADJUSTED  
 CU1138* NAVD 88     -       814.     (meters)    2671.     (feet)  SCALED    
 CU1138  ___________________________________________________________________
 CU1138  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 CU1138  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 CU1138
 CU1138  HORZ ORDER  -  SECOND
 CU1138
 CU1138.The horizontal coordinates were established by classical geodetic methods
 CU1138.and adjusted by the National Geodetic Survey in February 1996..
 CU1138
 CU1138.The orthometric height was scaled from a topographic map.
 CU1138
 CU1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1138
 CU1138.The geoid height was determined by GEOID03.
 CU1138
 CU1138;                    North         East     Units Scale Factor Converg.
 CU1138;SPC TXNC     - 2,126,269.398   307,586.516   MT  0.99988496   -1 42 09.0
 CU1138;SPC TXNC     - 6,975,935.52  1,009,140.09   sFT  0.99988496   -1 42 09.0
 CU1138;UTM  14      - 3,628,407.869   254,421.794   MT  1.00034370   -1 25 10.4
 CU1138
 CU1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1138!SPC TXNC     -   0.99987605  x   0.99988496  =   0.99976103
 CU1138!UTM  14      -   0.99987605  x   1.00034370  =   1.00021971
 CU1138
 CU1138|---------------------------------------------------------------------|
 CU1138| PID    Reference Object                     Distance      Geod. Az  |
 CU1138|                                                           dddmmss.s |
 CU1138| CI0511 SLOW RM 1                            13.113 METERS 07954     |
 CU1138| CU1074 GAIL FAA MICROWAVE                  APPROX.18.3 KM 0944354.2 |
 CU1138| CU0674 L 446                                              2560311.9 |
 CU1138| CI0512 SLOW RM 2                            12.868 METERS 25754     |
 CU1138|---------------------------------------------------------------------|
 CU1138
 CU1138                          SUPERSEDED SURVEY CONTROL
 CU1138
 CU1138  NAD 83(1986)-  32 45 58.24800(N)    101 37 17.73510(W) AD(       ) 2
 CU1138  NAD 27      -  32 45 57.87055(N)    101 37 16.23549(W) AD(       ) 2
 CU1138
 CU1138.Superseded values are not recommended for survey control.
 CU1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1138.See file dsdata.txt to determine how the superseded data were derived.
 CU1138
 CU1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB5442228408(NAD 83)
 CU1138_MARKER: DS = TRIANGULATION STATION DISK
 CU1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1138_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1138_STAMPING: SLOW 1968
 CU1138_MARK LOGO: CGS   
 CU1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU1138+STABILITY: SURFACE MOTION
 CU1138
 CU1138  HISTORY     - Date     Condition        Report By
 CU1138  HISTORY     - 1968     MONUMENTED       CGS
 CU1138  HISTORY     - 19850817 GOOD             NGS
 CU1138  HISTORY     - 1986     GOOD             AMOCO
 CU1138
 CU1138                          STATION DESCRIPTION
 CU1138
 CU1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1138'THE STATION IS LOCATED AIRLINE, ABOUT 17-3/4 MILES NORTHEAST OF
 CU1138'THE JUNCTION OF U.S. HIGHWAYS 180 AND 87, ABOUT 9-1/2 MILES WEST
 CU1138'OF GAIL AND ON THE SOUTH SIDE AND IN A GENTLE CURVE OF
 CU1138'U.S. HIGHWAY 180.
 CU1138'
 CU1138'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM
 CU1138'ROAD 669 IN GAIL, GO WEST ON U.S. HIGHWAY 180 FOR 7.5 MILES TO
 CU1138'THE JUNCTION WITH FARM ROAD 1054 ON THE RIGHT, CONTINUE
 CU1138'WEST ON U.S. HIGHWAY 180 FOR 2.7 MILES TO WHERE U.S. HIGHWAY 180
 CU1138'CURVES TO THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 CU1138'
 CU1138'THE STATION MARK IS A STANDARD DISK STAMPED SLOW 1968, SET IN
 CU1138'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 CU1138'SURFACE.  IT IS 64.2 FEET SOUTH OF THE CENTERLINE OF
 CU1138'U.S. HIGHWAY 180, 63.0 FEET SOUTHWEST OF A TELEPHONE POLE, 4.5
 CU1138'FEET NORTHEAST OF A WITNESS POST AND 2.6 FEET NORTH OF A FENCE.
 CU1138'
 CU1138'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SLOW NO 1 1968,
 CU1138'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT
 CU1138'IS 65.2 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 180, 47.0 FEET
 CU1138'NORTHEAST OF THE WITNESS POST AND 1.6 FEET NORTH OF THE FENCE.
 CU1138'
 CU1138'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SLOW NO 2 1968,
 CU1138'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT
 CU1138'IS 65.1 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 180,
 CU1138'38.4 FEET SOUTHWEST OF THE WITNESS POST AND 1.7 FEET NORTH OF
 CU1138'THE FENCE.
 CU1138'
 CU1138'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED L 446 1934,
 CU1138'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 10 INCHES.  IT
 CU1138'IS 64.0 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 180, 4.4 FEET
 CU1138'SOUTHEAST OF A TELEPHONE POLE, 4.1 FEET SOUTHWEST OF A
 CU1138'WITNESS POST AND 3.0 FEET SOUTH OF THE FENCE.
 CU1138'
 CU1138'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON
 CU1138'U.S. HIGHWAY 180 FOR 0.25 MILE TO THE MARK ON THE LEFT AS
 CU1138'DESCRIBED.
 CU1138'
 CU1138'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CU1138
 CU1138                          STATION RECOVERY (1985)
 CU1138
 CU1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 CU1138'STATION AND REFERENCE MARK 2 FOUND IN GOOD CONDITION.  REFERENCE MARK
 CU1138'1 AND THE AZIMUTH MARK WERE NOT FOUND.  A NEW AZIMUTH AND REFERENCE
 CU1138'MARK WAS SET AT THIS TIME.  DUE TO A FEW CHANGES A COMPLETE AND NEW
 CU1138'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED 20.80 KM (12.90 MI) EAST
 CU1138'OF LAMESA, 14.40 KM (8.95 MI) WEST OF GAIL AND ALONG THE SOUTH
 CU1138'RIGHT-OF-WAY OF U.S HIGHWAY 180.  TO REACH FROM THE JUNCTION OF U.S
 CU1138'HIGHWAY 180 AND FARM-MARKET 669 IN THE VILLAGE OF GAIL.  GO WESTERLY
 CU1138'ON U.S HIGHWAY 180 FOR 12.00 KM (7.45 MI) TO THE JUNCTION OF FM 1054
 CU1138'NORTH.  CONTINUE WEST ON U.S HIGHWAY 180 FOR 4.32 KM (2.70 MI) TO THE
 CU1138'STATION ON THE LEFT.  CONTINUE WEST ON U.S HIGHWAY 180 FOR 0.88 KM
 CU1138'(0.55 MI) TO THE AZIMUTH MARK 2 ON THE RIGHT.  STATION MARK,
 CU1138'STAMPED---SLOW 1968---, IS A STANDARD DISK SET IN TOP OF A ROUND
 CU1138'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 19.57 METERS (64.21 FT)
 CU1138'SOUTH OF THE CENTER OF THE HIGHWAY, 1.37 METERS (4.49 FT) NORTHEAST OF
 CU1138'A WITNESS POST AND 0.79 METER (2.59 FT) NORTH OF A FENCE. REFERENCE
 CU1138'MARK 2, STAMPED---SLOW NO 2 1968---, IS A STANDARD DISK SET IN TOP OF
 CU1138'A ROUND CONCRETE POST FLUSH WIT THE GROUND.  IT IS 19.51 METERS (64.01
 CU1138'FT) SOUTH OF THE CENTER OF THE HIGHWAY, 11.70 METERS (38.39 FT) WEST
 CU1138'OF THE WITNESS POST AND 0.55 METER (1.80 FT) NORTH OF THE FENCE.
 CU1138'REFERENCE MARK 3, STAMPED---SLOW NO 3 1985---, IS A STANDARD DISK SET
 CU1138'IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 19.54
 CU1138'METERS (64.11 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 11.28 METERS
 CU1138'(37.01 FT) EAST OF THE WITNESS POST AND 0.85 METER (2.79 FT) NORTH OF
 CU1138'THE FENCE.  AZIMUTH MARK 2, STAMPED---SLOW NO 2 1968 1985---, IS A
 CU1138'STANDARD DISK SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 CU1138'GROUND.  IT IS 17.31 METERS (56.79 FT) NORTH OF THE CENTER OF THE
 CU1138'HIGHWAY, 0.85 METERS (2.79 FT) SOUTH OF A FENCE AND 0.46 METER (1.51
 CU1138'FT) SOUTHWEST OF A WITNESS POST.
 CU1138
 CU1138                          STATION RECOVERY (1986)
 CU1138
 CU1138'RECOVERY NOTE BY AMOCO OIL COMPANY 1986 (LCC)
 CU1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5973 ***********************************************************************
 AB5973  SACS        -  This is a Secondary Airport Control Station.
 AB5973  DESIGNATION -  SLR A
 AB5973  PID         -  AB5973
 AB5973  STATE/COUNTY-  TX/HOPKINS
 AB5973  USGS QUAD   -  SULPHUR SPRGS (1964)
 AB5973
 AB5973                         *CURRENT SURVEY CONTROL
 AB5973  ___________________________________________________________________
 AB5973* NAD 83(1993)-  33 09 48.16957(N)    095 37 10.96060(W)     ADJUSTED  
 AB5973* NAVD 88     -       142.25   (meters)     466.7    (feet)  GPS OBS   
 AB5973  ___________________________________________________________________
 AB5973  X           -    -523,379.432 (meters)                     COMP
 AB5973  Y           -  -5,318,993.797 (meters)                     COMP
 AB5973  Z           -   3,469,204.666 (meters)                     COMP
 AB5973  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AB5973  ELLIP HEIGHT-         116.13  (meters)          (03/15/01) GPS OBS
 AB5973  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AB5973
 AB5973  HORZ ORDER  -  FIRST
 AB5973  ELLP ORDER  -  FIFTH     CLASS I
 AB5973
 AB5973.This mark is at Sulphur Springs Muni (SLR) Airport (SLR)
 AB5973
 AB5973.The horizontal coordinates were established by GPS observations
 AB5973.and adjusted by the National Geodetic Survey in August 1996..
 AB5973
 AB5973.The orthometric height was determined by GPS observations and a
 AB5973.high-resolution geoid model.
 AB5973
 AB5973.GPS derived orthometric heights for airport stations designated as
 AB5973.PACS or SACS are published to 2 decimal places.  This maintains
 AB5973.centimeter relative accuracy between the PACS and SACS.  It does
 AB5973.not indicate centimeter accuracy relative to other marks which are
 AB5973.part of the NAVD 88 network.
 AB5973
 AB5973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5973
 AB5973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5973
 AB5973.The ellipsoidal height was determined by GPS observations
 AB5973.and is referenced to NAD 83.
 AB5973
 AB5973.The geoid height was determined by GEOID03.
 AB5973
 AB5973;                    North         East     Units Scale Factor Converg.
 AB5973;SPC TXNC     - 2,169,652.931   868,607.674   MT  0.99987452   +1 34 15.2
 AB5973;SPC TXNC     - 7,118,269.66  2,849,757.01   sFT  0.99987452   +1 34 15.2
 AB5973;UTM  15      - 3,672,456.066   255,695.079   MT  1.00033595   -1 26 01.6
 AB5973
 AB5973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5973!SPC TXNC     -   0.99998177  x   0.99987452  =   0.99985629
 AB5973!UTM  15      -   0.99998177  x   1.00033595  =   1.00031771
 AB5973
 AB5973                          SUPERSEDED SURVEY CONTROL
 AB5973
 AB5973  ELLIP H (08/16/96)  116.22   (m)                       GP(       ) 5 1
 AB5973
 AB5973.Superseded values are not recommended for survey control.
 AB5973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5973.See file dsdata.txt to determine how the superseded data were derived.
 AB5973
 AB5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5569572456(NAD 83)
 AB5973_MARKER: I = METAL ROD
 AB5973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5973_STAMPING: SLR A 1994
 AB5973_MARK LOGO: NGS   
 AB5973_PROJECTION: FLUSH
 AB5973_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5973+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5973_ROD/PIPE-DEPTH: 5.82 meters
 AB5973_SLEEVE-DEPTH  : 0.90 meters
 AB5973
 AB5973  HISTORY     - Date     Condition        Report By
 AB5973  HISTORY     - 1994     MONUMENTED       NGS
 AB5973
 AB5973                          STATION DESCRIPTION
 AB5973
 AB5973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5973'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF SULPHUR
 AB5973'SPRINGS AT THE SULPHUR SPRINGS AIRPORT, IN THE GRASS MEDIAN OF THE
 AB5973'RUNWAY AND PARALLEL TAXI, AND ON THE SOUTH SIDE OF THE NORTH MOST
 AB5973'CONNECTOR TAXI NEAR RUNWAY END 18.  OWNERSHIP--CITY OF SULPHUR
 AB5973'SPRINGS.  AIRPORT MANAGER IS RICHARD CALDWELL, ROUTE 4 AIRPORT ROAD,
 AB5973'SULPHUR SPRINGS, TX 75482.  PHONE 903-885-4911.  CALL AHEAD FOR
 AB5973'PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE OVERPASS AT THE
 AB5973'JUNCTION OF INTERSTATE HIGHWAY 30 AND STATE HIGHWAY 19, EXIT 122, ON
 AB5973'THE SOUTH SIDE OF SULPHUR SPRINGS, GO NORTH ON HIGHWAY 19 FOR 2.66 KM
 AB5973'(1.65 MI) TO THE INTERSECTION OF STATE HIGHWAY 11.  CONTINUE AHEAD,
 AB5973'NORTH ON HIGHWAY 19 FOR 1.93 KM (1.20 MI) TO THE AIRPORT ENTRANCE ROAD
 AB5973'ON THE LEFT.  TURN LEFT, NORTHWEST, ON THE ROAD FOR 0.5 KM (0.30 MI)
 AB5973'TO THE AIRPORT OFFICE ON THE RIGHT AT A GATE.  PASS THROUGH THE GATE
 AB5973'AND GO NORTHWEST ACROSS APRON FOR 0.15 KM (0.10 MI) TO A TAXI.  TURN
 AB5973'RIGHT, NORTH, ALONG TAXI FOR 0.51 KM (0.30 MI) TO THE STATION ON THE
 AB5973'LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 AB5973'IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 AB5973'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 AB5973'IT IS 65.8 M (215.9 FT) EAST OF THE CENTER OF THE RUNWAY, 25.7 M (84.3
 AB5973'FT) WEST OF THE CENTER OF THE TAXI, 16.4 M (53.8 FT) SOUTH OF THE
 AB5973'CENTER OF THE CONNECTOR TAXI, 14.7 M (48.2 FT) EAST-SOUTHEAST OF THE
 AB5973'EAST END OF A CONCRETE CULVERT, 4.9 M (16.1 FT) SOUTHEAST OF THE
 AB5973'SOUTHEAST CORNER OF A RUNWAY SIGN, AND 0.3 M (1.0 FT) NORTHEAST OF A
 AB5973'PLASTIC WITNESS POST. DESCRIBED BY D.G.  AUG NOTE THIS STATION IS
 AB5973'SELECTED AS A SACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5974 ***********************************************************************
 AB5974  SACS        -  This is a Secondary Airport Control Station.
 AB5974  DESIGNATION -  SLR B
 AB5974  PID         -  AB5974
 AB5974  STATE/COUNTY-  TX/HOPKINS
 AB5974  USGS QUAD   -  SULPHUR SPRGS (1964)
 AB5974
 AB5974                         *CURRENT SURVEY CONTROL
 AB5974  ___________________________________________________________________
 AB5974* NAD 83(1993)-  33 09 30.90591(N)    095 37 14.46235(W)     ADJUSTED  
 AB5974* NAVD 88     -       144.11   (meters)     472.8    (feet)  GPS OBS   
 AB5974  ___________________________________________________________________
 AB5974  X           -    -523,498.379 (meters)                     COMP
 AB5974  Y           -  -5,319,275.987 (meters)                     COMP
 AB5974  Z           -   3,468,760.443 (meters)                     COMP
 AB5974  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AB5974  ELLIP HEIGHT-         117.99  (meters)          (03/15/01) GPS OBS
 AB5974  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AB5974
 AB5974  HORZ ORDER  -  FIRST
 AB5974  ELLP ORDER  -  FIFTH     CLASS I
 AB5974
 AB5974.This mark is at Sulphur Springs Muni (SLR) Airport (SLR)
 AB5974
 AB5974.The horizontal coordinates were established by GPS observations
 AB5974.and adjusted by the National Geodetic Survey in August 1996..
 AB5974
 AB5974.The orthometric height was determined by GPS observations and a
 AB5974.high-resolution geoid model.
 AB5974
 AB5974.GPS derived orthometric heights for airport stations designated as
 AB5974.PACS or SACS are published to 2 decimal places.  This maintains
 AB5974.centimeter relative accuracy between the PACS and SACS.  It does
 AB5974.not indicate centimeter accuracy relative to other marks which are
 AB5974.part of the NAVD 88 network.
 AB5974
 AB5974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5974
 AB5974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5974
 AB5974.The ellipsoidal height was determined by GPS observations
 AB5974.and is referenced to NAD 83.
 AB5974
 AB5974.The geoid height was determined by GEOID03.
 AB5974
 AB5974;                    North         East     Units Scale Factor Converg.
 AB5974;SPC TXNC     - 2,169,118.859   868,531.558   MT  0.99987436   +1 34 13.3
 AB5974;SPC TXNC     - 7,116,517.46  2,849,507.29   sFT  0.99987436   +1 34 13.3
 AB5974;UTM  15      - 3,671,926.473   255,591.026   MT  1.00033658   -1 26 02.8
 AB5974
 AB5974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5974!SPC TXNC     -   0.99998148  x   0.99987436  =   0.99985584
 AB5974!UTM  15      -   0.99998148  x   1.00033658  =   1.00031805
 AB5974
 AB5974:                Primary Azimuth Mark                     Grid Az
 AB5974:SPC TXNC     -  SLR C                                    187 31 50.3
 AB5974:UTM  15      -  SLR C                                    190 32 06.4
 AB5974
 AB5974|---------------------------------------------------------------------|
 AB5974| PID    Reference Object                     Distance      Geod. Az  |
 AB5974|                                                           dddmmss.s |
 AB5974| AB2815 SLR C                               APPROX. 0.6 KM 1890603.6 |
 AB5974|---------------------------------------------------------------------|
 AB5974
 AB5974                          SUPERSEDED SURVEY CONTROL
 AB5974
 AB5974  ELLIP H (08/16/96)  118.08   (m)                       GP(       ) 5 1
 AB5974
 AB5974.Superseded values are not recommended for survey control.
 AB5974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5974.See file dsdata.txt to determine how the superseded data were derived.
 AB5974
 AB5974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5559171926(NAD 83)
 AB5974_MARKER: I = METAL ROD
 AB5974_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5974_STAMPING: SLR B 1994
 AB5974_MARK LOGO: NGS   
 AB5974_PROJECTION: FLUSH
 AB5974_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5974+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5974_ROD/PIPE-DEPTH: 3.84 meters
 AB5974_SLEEVE-DEPTH  : 0.90 meters
 AB5974
 AB5974  HISTORY     - Date     Condition        Report By
 AB5974  HISTORY     - 1994     MONUMENTED       NGS
 AB5974
 AB5974                          STATION DESCRIPTION
 AB5974
 AB5974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5974'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF SULPHUR
 AB5974'SPRINGS AT THE SULPHUR SPRINGS AIRPORT, IN THE GRASS MEDIAN OF THE
 AB5974'RUNWAY AND PARALLEL TAXI, AND ON THE SOUTH SIDE OF THE CONNECTOR TAXI
 AB5974'JUST WEST OF THE APRON.  OWNERSHIP--CITY OF SULPHUR SPRINGS.  AIRPORT
 AB5974'MANAGER IS RICHARD CALDWELL, ROUTE 4 AIRPORT ROAD, SULPHUR SPRINGS, TX
 AB5974'75482.  PHONE 903-885-4911.  CALL AHEAD FOR PERMISSION TO OCCUPY THIS
 AB5974'STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AB5974'HIGHWAY 30 AND STATE HIGHWAY 19, EXIT 122, ON THE SOUTH SIDE OF
 AB5974'SULPHUR SPRINGS, GO NORTH ON HIGHWAY 19 FOR 2.66 KM (1.65 MI) TO THE
 AB5974'INTERSECTION OF STATE HIGHWAY 11.  CONTINUE AHEAD, NORTH ON HIGHWAY 19
 AB5974'FOR 1.93 KM (1.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 AB5974'LEFT, NORTHWEST, ON THE ROAD FOR 0.5 KM (0.30 MI) TO THE AIRPORT
 AB5974'OFFICE ON THE RIGHT AT A GATE.  PASS THROUGH THE GATE AND GO NORTHWEST
 AB5974'ACROSS APRON FOR 0.15 KM (0.10 MI) TO THE PARALLEL TAXI AND THE
 AB5974'STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 AB5974'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AB5974'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AB5974'SET FLUSH WITH THE GROUND.  IT IS 64.4 M (211.3 FT) EAST OF THE CENTER
 AB5974'OF THE RUNWAY, 25.9 M (85.0 FT) WEST OF THE CENTER OF THE TAXI, 20.1 M
 AB5974'(65.9 FT) SOUTH OF THE CENTER OF THE CONNECTOR TAXI, 17.0 M (55.8 FT)
 AB5974'EAST-SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT, 6.9 M (22.6 FT)
 AB5974'SOUTHEAST OF THE SOUTHEAST CORNER OF A RUNWAY SIGN, AND 0.4 M (1.3 FT)
 AB5974'NORTH OF A PLASTIC WITNESS POST. DESCRIBED BY D.G.  AUG NOTE THIS
 AB5974'STATION IS SELECTED AS A SACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2815 ***********************************************************************
 AB2815  PACS        -  This is a Primary Airport Control Station.
 AB2815  DESIGNATION -  SLR C
 AB2815  PID         -  AB2815
 AB2815  STATE/COUNTY-  TX/HOPKINS
 AB2815  USGS QUAD   -  SULPHUR SPRGS (1964)
 AB2815
 AB2815                         *CURRENT SURVEY CONTROL
 AB2815  ___________________________________________________________________
 AB2815* NAD 83(1993)-  33 09 12.36701(N)    095 37 17.99291(W)     ADJUSTED  
 AB2815* NAVD 88     -       147.32   (meters)     483.3    (feet)  GPS OBS   
 AB2815  ___________________________________________________________________
 AB2815  X           -    -523,620.290 (meters)                     COMP
 AB2815  Y           -  -5,319,580.571 (meters)                     COMP
 AB2815  Z           -   3,468,284.041 (meters)                     COMP
 AB2815  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AB2815  ELLIP HEIGHT-         121.20  (meters)          (10/24/00) GPS OBS
 AB2815  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AB2815
 AB2815  HORZ ORDER  -  B
 AB2815  ELLP ORDER  -  FOURTH    CLASS II
 AB2815
 AB2815.This mark is at Sulphur Springs Muni (SLR) Airport (SLR)
 AB2815
 AB2815.The horizontal coordinates were established by GPS observations
 AB2815.and adjusted by the National Geodetic Survey in February 1996..
 AB2815
 AB2815.The orthometric height was determined by GPS observations and a
 AB2815.high-resolution geoid model.
 AB2815
 AB2815.GPS derived orthometric heights for airport stations designated as
 AB2815.PACS or SACS are published to 2 decimal places.  This maintains
 AB2815.centimeter relative accuracy between the PACS and SACS.  It does
 AB2815.not indicate centimeter accuracy relative to other marks which are
 AB2815.part of the NAVD 88 network.
 AB2815
 AB2815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2815
 AB2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2815
 AB2815.The ellipsoidal height was determined by GPS observations
 AB2815.and is referenced to NAD 83.
 AB2815
 AB2815.The geoid height was determined by GEOID03.
 AB2815
 AB2815;                    North         East     Units Scale Factor Converg.
 AB2815;SPC TXNC     - 2,168,545.500   868,455.762   MT  0.99987419   +1 34 11.4
 AB2815;SPC TXNC     - 7,114,636.36  2,849,258.61   sFT  0.99987419   +1 34 11.4
 AB2815;UTM  15      - 3,671,357.612   255,485.234   MT  1.00033722   -1 26 04.0
 AB2815
 AB2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2815!SPC TXNC     -   0.99998097  x   0.99987419  =   0.99985516
 AB2815!UTM  15      -   0.99998097  x   1.00033722  =   1.00031819
 AB2815
 AB2815:                Primary Azimuth Mark                     Grid Az
 AB2815:SPC TXNC     -  SLR B                                    007 31 50.2
 AB2815:UTM  15      -  SLR B                                    010 32 05.6
 AB2815
 AB2815|---------------------------------------------------------------------|
 AB2815| PID    Reference Object                     Distance      Geod. Az  |
 AB2815|                                                           dddmmss.s |
 AB2815| AB5974 SLR B                               APPROX. 0.6 KM 0090601.6 |
 AB2815|---------------------------------------------------------------------|
 AB2815
 AB2815                          SUPERSEDED SURVEY CONTROL
 AB2815
 AB2815  ELLIP H (02/20/96)  121.29   (m)                       GP(       ) 1 1
 AB2815
 AB2815.Superseded values are not recommended for survey control.
 AB2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2815.See file dsdata.txt to determine how the superseded data were derived.
 AB2815
 AB2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5548571358(NAD 83)
 AB2815_MARKER: I = METAL ROD
 AB2815_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2815_STAMPING: SLR C 1994
 AB2815_MARK LOGO: NGS   
 AB2815_PROJECTION: FLUSH
 AB2815_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2815+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2815_ROD/PIPE-DEPTH: 3.52 meters
 AB2815_SLEEVE-DEPTH  : 0.90 meters
 AB2815
 AB2815  HISTORY     - Date     Condition        Report By
 AB2815  HISTORY     - 1994     MONUMENTED       NGS
 AB2815
 AB2815                          STATION DESCRIPTION
 AB2815
 AB2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2815'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF SULPHUR
 AB2815'SPRINGS AT THE SULPHUR SPRINGS AIRPORT, IN THE GRASS MEDIAN OF THE
 AB2815'RUNWAY AND PARALLEL TAXI, AND ON THE SOUTH SIDE OF THE NORTH MOST
 AB2815'CONNECTOR TAXI NEAR RUNWAY END 36.  OWNERSHIP--CITY OF SULPHUR
 AB2815'SPRINGS.  AIRPORT MANAGER IS RICHARD CALDWELL, ROUTE 4 AIRPORT ROAD,
 AB2815'SULPHUR SPRINGS, TX 75482.  PHONE 903-885-4911.  CALL AHEAD FOR
 AB2815'PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE OVERPASS AT THE
 AB2815'JUNCTION OF INTERSTATE HIGHWAY 30 AND STATE HIGHWAY 19, EXIT 122, ON
 AB2815'THE SOUTH SIDE OF SULPHUR SPRINGS, GO NORTH ON HIGHWAY 19 FOR 2.66 KM
 AB2815'(1.65 MI) TO THE INTERSECTION OF STATE HIGHWAY 11.  CONTINUE AHEAD,
 AB2815'NORTH ON HIGHWAY 19 FOR 1.93 KM (1.20 MI) TO THE AIRPORT ENTRANCE ROAD
 AB2815'ON THE LEFT.  TURN LEFT, NORTHWEST, ON THE ROAD FOR 0.5 KM (0.30 MI)
 AB2815'TO THE AIRPORT OFFICE ON THE RIGHT AT A GATE.  PASS THROUGH THE GATE
 AB2815'AND GO NORTHWEST ACROSS APRON FOR 0.15 KM (0.10 MI) TO A TAXI.  TURN
 AB2815'LEFT, SOUTH, ALONG TAXI FOR 0.51 KM (0.30 MI) TO THE STATION ON THE
 AB2815'RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 AB2815'ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM
 AB2815'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 AB2815'GROUND.  IT IS 71.5 M (234.6 FT) EAST OF THE CENTER OF THE RUNWAY,
 AB2815'20.2 M (66.3 FT) WEST OF THE CENTER OF THE TAXI, 38.5 M (126.3 FT)
 AB2815'NORTH OF THE CENTER OF THE CONNECTOR TAXI, 0.3 M (1.0 FT) SOUTH OF A
 AB2815'PLASTIC WITNESS POST.  DESCRIBED BY D.G. AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0908 ***********************************************************************
 FM0908  DESIGNATION -  SLUTZ
 FM0908  PID         -  FM0908
 FM0908  STATE/COUNTY-  TX/OLDHAM
 FM0908  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0908
 FM0908                         *CURRENT SURVEY CONTROL
 FM0908  ___________________________________________________________________
 FM0908* NAD 83(1993)-  35 17 57.70559(N)    102 21 45.05421(W)     ADJUSTED  
 FM0908* NAVD 88     -      1228.     (meters)    4029.     (feet)  VERTCON   
 FM0908  ___________________________________________________________________
 FM0908  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 FM0908  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 FM0908
 FM0908  HORZ ORDER  -  SECOND
 FM0908
 FM0908.The horizontal coordinates were established by classical geodetic methods
 FM0908.and adjusted by the National Geodetic Survey in February 1996..
 FM0908
 FM0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0908
 FM0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0908
 FM0908.The geoid height was determined by GEOID03.
 FM0908
 FM0908;                    North         East     Units Scale Factor Converg.
 FM0908;SPC TX N     - 1,144,488.976   121,558.238   MT  0.99991301   -0 29 59.5
 FM0908;SPC TX N     - 3,754,877.58    398,812.32   sFT  0.99991301   -0 29 59.5
 FM0908;UTM  13      - 3,909,433.042   739,823.404   MT  1.00030886   +1 31 29.3
 FM0908
 FM0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0908!SPC TX N     -   0.99981130  x   0.99991301  =   0.99972433
 FM0908!UTM  13      -   0.99981130  x   1.00030886  =   1.00012010
 FM0908
 FM0908|---------------------------------------------------------------------|
 FM0908| PID    Reference Object                     Distance      Geod. Az  |
 FM0908|                                                           dddmmss.s |
 FM0908| CJ8514 SLUTZ RM 1                           30.431 METERS 17614     |
 FM0908| FM0904 VEGA WHEAT GROWERS GRAIN ELEV       APPROX. 8.4 KM 2231414.9 |
 FM0908| CJ8515 SLUTZ RM 2                           31.053 METERS 28657     |
 FM0908| CJ8513 SLUTZ AZ MK                                        3471242.5 |
 FM0908|---------------------------------------------------------------------|
 FM0908
 FM0908                          SUPERSEDED SURVEY CONTROL
 FM0908
 FM0908  NAD 83(1993)-  35 17 57.71294(N)    102 21 45.04672(W) AD(       ) 2
 FM0908  NAD 83(1986)-  35 17 57.71300(N)    102 21 45.04542(W) AD(       ) 2
 FM0908  NAD 27      -  35 17 57.52400(N)    102 21 43.31400(W) AD(       ) 2
 FM0908  NGVD 29 (07/19/86) 1227.     (m)         4026.     (f) VERT ANG       
 FM0908
 FM0908.Superseded values are not recommended for survey control.
 FM0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0908.See file dsdata.txt to determine how the superseded data were derived.
 FM0908
 FM0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3982309433(NAD 83)
 FM0908_MARKER: DS = TRIANGULATION STATION DISK
 FM0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0908
 FM0908  HISTORY     - Date     Condition        Report By
 FM0908  HISTORY     - 1953     MONUMENTED       CGS
 FM0908
 FM0908                          STATION DESCRIPTION
 FM0908
 FM0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0908'THE STATION IS LOCATED NEAR A GATE IN A NORTH-SOUTH FENCE AT
 FM0908'THE HEAD OF A DRAW THAT FALLS OFF TO THE NORTH, ABOUT 5 MILES
 FM0908'AIRLINE NORTHEAST OF VEGA, ABOUT 1-1/2 MILES EAST OF STATE
 FM0908'HIGHWAY 51, AND ABOUT 11 MILES AIRLINE NORTHWEST OF WILDORADO.
 FM0908'
 FM0908'TO REACH THE STATION FROM THE POST OFFICE IN VEGA GO WEST
 FM0908'1 BLOCK TO A CROSS ROAD.  TURN RIGHT ONTO STATE HIGHWAY 51
 FM0908'AND GO NORTH AND NORTHEAST 4.5 MILES TO A SIDE ROAD ON THE
 FM0908'RIGHT.  TURN RIGHT AND GO EAST 0.15 MILE TO A FARM HOUSE.
 FM0908'PASS TO THE RIGHT SIDE OF THE HOUSE AND GO EAST 0.15 MILE
 FM0908'TO A CROSS ROAD.  KEEP STRAIGHT AHEAD EAST, AND GO 0.9 MILE
 FM0908'TO A FENCE CORNER.  KEEP STRAIGHT AHEAD, SOUTHEAST, AND GO
 FM0908'0.15 MILE TO A GATE AND THE STATION ON THE RIGHT.
 FM0908'
 FM0908'THE STATION MARK IS A STANDARD DISK STAMPED, SLUTZ 1953 SET
 FM0908'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FM0908'2 INCHES ABOVE THE GROUND.  IT IS 8 FEET WEST OF A FENCE LINE
 FM0908'AND 36 FEET SOUTH OF A WIRE GATE.
 FM0908'
 FM0908'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, SLUTZ
 FM0908'NO 1 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FM0908'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF
 FM0908'A FENCE LINE AND THE SAME ELEVATION AS THE STATION.
 FM0908'
 FM0908'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, SLUTZ
 FM0908'NO 2 1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FM0908'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 9 FEET SOUTH
 FM0908'OF THE CENTERLINE OF A ROAD AND THE SAME ELEVATION AS THE STATION.
 FM0908'
 FM0908'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, SLUTZ 1953 SET
 FM0908'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FM0908'1 INCH ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A FENCE LINE
 FM0908'AND 36 FEET SOUTH OF A FENCE CORNER.  TO REACH THE AZIMUTH
 FM0908'MARK FROM THE STATION GO NORTHWEST 0.15 MILE TO A FENCE
 FM0908'CORNER.  GO NORTH ALONG THE WEST SIDE OF A FENCE LINE FOR
 FM0908'0.6 MILE TO A FENCE CORNER AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1678 ***********************************************************************
 AH1678  DESIGNATION -  SM 120
 AH1678  PID         -  AH1678
 AH1678  STATE/COUNTY-  TX/NUECES
 AH1678  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1678
 AH1678                         *CURRENT SURVEY CONTROL
 AH1678  ___________________________________________________________________
 AH1678* NAD 83(1993)-  27 46 27.06109(N)    097 23 30.26629(W)     ADJUSTED  
 AH1678* NAVD 88     -        10.0    (meters)      33.     (feet)  VERTCON   
 AH1678  ___________________________________________________________________
 AH1678  X           -    -726,554.217 (meters)                     COMP
 AH1678  Y           -  -5,600,478.396 (meters)                     COMP
 AH1678  Z           -   2,954,379.216 (meters)                     COMP
 AH1678  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1678  ELLIP HEIGHT-         -16.53  (meters)          (06/17/02) GPS OBS
 AH1678  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1678
 AH1678  HORZ ORDER  -  FIRST
 AH1678  ELLP ORDER  -  FIFTH     CLASS I
 AH1678
 AH1678.The horizontal coordinates were established by GPS observations
 AH1678.and adjusted by the National Geodetic Survey in February 1996..
 AH1678
 AH1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1678
 AH1678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1678
 AH1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1678
 AH1678.The ellipsoidal height was determined by GPS observations
 AH1678.and is referenced to NAD 83.
 AH1678
 AH1678.The geoid height was determined by GEOID03.
 AH1678
 AH1678;                    North         East     Units Scale Factor Converg.
 AH1678;SPC TX S     - 5,233,982.135   409,233.881   MT  0.99998556   +0 30 11.4
 AH1678;SPC TX S     -17,171,823.05  1,342,628.16   sFT  0.99998556   +0 30 11.4
 AH1678;SPC TXSC     - 3,994,534.011   758,551.478   MT  1.00023049   +0 47 16.5
 AH1678;SPC TXSC     -13,105,400.33  2,488,680.97   sFT  1.00023049   +0 47 16.5
 AH1678;UTM  14      - 3,073,224.506   658,468.388   MT  0.99990997   +0 44 58.5
 AH1678
 AH1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1678!SPC TX S     -   1.00000260  x   0.99998556  =   0.99998816
 AH1678!SPC TXSC     -   1.00000260  x   1.00023049  =   1.00023309
 AH1678!UTM  14      -   1.00000260  x   0.99990997  =   0.99991257
 AH1678
 AH1678                          SUPERSEDED SURVEY CONTROL
 AH1678
 AH1678  ELLIP H (02/16/96)  -16.40   (m)                       GP(       ) 5 1
 AH1678  NAD 83(1986)-  27 46 27.06777(N)    097 23 30.24512(W) AD(       ) 1
 AH1678  NGVD 29 (04/09/92)   10.2    (m)           33.     (f) GPS OBS        
 AH1678
 AH1678.Superseded values are not recommended for survey control.
 AH1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1678.See file dsdata.txt to determine how the superseded data were derived.
 AH1678
 AH1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5846873225(NAD 83)
 AH1678_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1678_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1678+WITH SETTING: INFORMATION.
 AH1678_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1678_STAMPING: SM120
 AH1678_MARK LOGO: TX1550
 AH1678_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1678+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1678
 AH1678  HISTORY     - Date     Condition        Report By
 AH1678  HISTORY     - 1991     MONUMENTED       TX1550
 AH1678
 AH1678                          STATION DESCRIPTION
 AH1678
 AH1678'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1678'IN CORPUS CHRISTI, IN COLE PARK JUST N. OF THE LINCOLN-JUAREZ MONUMENT
 AH1678'DEDICATION IN FRONT OF THE BAND STAND.
 AH1678'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SM120. ACCESS
 AH1678'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1679 ***********************************************************************
 AH1679  DESIGNATION -  SM 130
 AH1679  PID         -  AH1679
 AH1679  STATE/COUNTY-  TX/NUECES
 AH1679  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1679
 AH1679                         *CURRENT SURVEY CONTROL
 AH1679  ___________________________________________________________________
 AH1679* NAD 83(1993)-  27 47 16.46045(N)    097 25 12.27209(W)     ADJUSTED  
 AH1679* NAVD 88     -        11.1    (meters)      36.     (feet)  VERTCON   
 AH1679  ___________________________________________________________________
 AH1679  X           -    -729,232.373 (meters)                     COMP
 AH1679  Y           -  -5,599,416.552 (meters)                     COMP
 AH1679  Z           -   2,955,725.072 (meters)                     COMP
 AH1679  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AH1679  ELLIP HEIGHT-         -15.43  (meters)          (06/17/02) GPS OBS
 AH1679  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH1679
 AH1679  HORZ ORDER  -  FIRST
 AH1679  ELLP ORDER  -  FIFTH     CLASS I
 AH1679
 AH1679.The horizontal coordinates were established by GPS observations
 AH1679.and adjusted by the National Geodetic Survey in February 1996..
 AH1679
 AH1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1679
 AH1679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1679
 AH1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1679
 AH1679.The ellipsoidal height was determined by GPS observations
 AH1679.and is referenced to NAD 83.
 AH1679
 AH1679.The geoid height was determined by GEOID03.
 AH1679
 AH1679;                    North         East     Units Scale Factor Converg.
 AH1679;SPC TX S     - 5,235,478.469   406,428.148   MT  0.99998881   +0 29 25.1
 AH1679;SPC TX S     -17,176,732.28  1,333,423.02   sFT  0.99998881   +0 29 25.1
 AH1679;SPC TXSC     - 3,996,016.764   755,737.681   MT  1.00022407   +0 46 26.5
 AH1679;SPC TXSC     -13,110,265.00  2,479,449.38   sFT  1.00022407   +0 46 26.5
 AH1679;UTM  14      - 3,074,708.637   655,656.478   MT  0.99989906   +0 44 12.2
 AH1679
 AH1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1679!SPC TX S     -   1.00000242  x   0.99998881  =   0.99999123
 AH1679!SPC TXSC     -   1.00000242  x   1.00022407  =   1.00022649
 AH1679!UTM  14      -   1.00000242  x   0.99989906  =   0.99990148
 AH1679
 AH1679                          SUPERSEDED SURVEY CONTROL
 AH1679
 AH1679  ELLIP H (02/16/96)  -15.29   (m)                       GP(       ) 5 1
 AH1679  NAD 83(1986)-  27 47 16.46716(N)    097 25 12.25097(W) AD(       ) 1
 AH1679  NGVD 29 (04/09/92)   11.3    (m)           37.     (f) GPS OBS        
 AH1679
 AH1679.Superseded values are not recommended for survey control.
 AH1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1679.See file dsdata.txt to determine how the superseded data were derived.
 AH1679
 AH1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5565674709(NAD 83)
 AH1679_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1679_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1679+WITH SETTING: INFORMATION.
 AH1679_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1679_STAMPING: SM130
 AH1679_MARK LOGO: TX1550
 AH1679_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1679+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1679
 AH1679  HISTORY     - Date     Condition        Report By
 AH1679  HISTORY     - 1991     MONUMENTED       TX1550
 AH1679
 AH1679                          STATION DESCRIPTION
 AH1679
 AH1679'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1679'IN CORPUS CHRISTI, AT THE NE INTER. OF PORT AVE. AND THE TEX-MEX R.R.
 AH1679'CO. APPROXIMATELY 153 FT (46.6 M) NORTH OF THE R.R. TRACKS AND 6 FT
 AH1679'(1.8 M) W. OF CHAIN LINK FENCE.
 AH1679'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SM130. ACCESS
 AH1679'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1680 ***********************************************************************
 AH1680  DESIGNATION -  SM 131
 AH1680  PID         -  AH1680
 AH1680  STATE/COUNTY-  TX/NUECES
 AH1680  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1680
 AH1680                         *CURRENT SURVEY CONTROL
 AH1680  ___________________________________________________________________
 AH1680* NAD 83(1993)-  27 46 36.89208(N)    097 24 12.68253(W)     ADJUSTED  
 AH1680* NAVD 88     -        11.2    (meters)      37.     (feet)  VERTCON   
 AH1680  ___________________________________________________________________
 AH1680  X           -    -727,687.848 (meters)                     COMP
 AH1680  Y           -  -5,600,190.084 (meters)                     COMP
 AH1680  Z           -   2,954,647.530 (meters)                     COMP
 AH1680  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AH1680  ELLIP HEIGHT-         -15.32  (meters)          (06/17/02) GPS OBS
 AH1680  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH1680
 AH1680  HORZ ORDER  -  FIRST
 AH1680  ELLP ORDER  -  FIFTH     CLASS I
 AH1680
 AH1680.The horizontal coordinates were established by GPS observations
 AH1680.and adjusted by the National Geodetic Survey in February 1996..
 AH1680
 AH1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1680
 AH1680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1680
 AH1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1680
 AH1680.The ellipsoidal height was determined by GPS observations
 AH1680.and is referenced to NAD 83.
 AH1680
 AH1680.The geoid height was determined by GEOID03.
 AH1680
 AH1680;                    North         East     Units Scale Factor Converg.
 AH1680;SPC TX S     - 5,234,274.594   408,069.978   MT  0.99998620   +0 29 52.1
 AH1680;SPC TX S     -17,172,782.56  1,338,809.59   sFT  0.99998620   +0 29 52.1
 AH1680;SPC TXSC     - 3,994,820.757   757,385.853   MT  1.00022920   +0 46 55.7
 AH1680;SPC TXSC     -13,106,341.10  2,484,856.75   sFT  1.00022920   +0 46 55.7
 AH1680;UTM  14      - 3,073,511.936   657,303.329   MT  0.99990543   +0 44 39.0
 AH1680
 AH1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1680!SPC TX S     -   1.00000241  x   0.99998620  =   0.99998861
 AH1680!SPC TXSC     -   1.00000241  x   1.00022920  =   1.00023161
 AH1680!UTM  14      -   1.00000241  x   0.99990543  =   0.99990784
 AH1680
 AH1680                          SUPERSEDED SURVEY CONTROL
 AH1680
 AH1680  ELLIP H (02/16/96)  -15.19   (m)                       GP(       ) 5 1
 AH1680  NAD 83(1986)-  27 46 36.89875(N)    097 24 12.66138(W) AD(       ) 1
 AH1680  NGVD 29 (04/09/92)   11.4    (m)           37.     (f) GPS OBS        
 AH1680
 AH1680.Superseded values are not recommended for survey control.
 AH1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1680.See file dsdata.txt to determine how the superseded data were derived.
 AH1680
 AH1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5730373512(NAD 83)
 AH1680_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1680_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1680+WITH SETTING: INFORMATION.
 AH1680_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1680_STAMPING: SM131
 AH1680_MARK LOGO: TX1550
 AH1680_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1680+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1680
 AH1680  HISTORY     - Date     Condition        Report By
 AH1680  HISTORY     - 1991     MONUMENTED       TX1550
 AH1680
 AH1680                          STATION DESCRIPTION
 AH1680
 AH1680'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1680'IN CORPUS CHRISTI, AT THE SE CORNER OF THE INTER. OF 10TH ST. AND
 AH1680'ELIZABETH ST. APPROXIMATELY 30 FT (9.1 M) E. OF 10TH ST. AND 24 FT
 AH1680'(7.3 M) SOUTH OF ELIZABETH ST.
 AH1680'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SM131. ACCESS
 AH1680'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1681 ***********************************************************************
 AH1681  DESIGNATION -  SM 140
 AH1681  PID         -  AH1681
 AH1681  STATE/COUNTY-  TX/NUECES
 AH1681  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1681
 AH1681                         *CURRENT SURVEY CONTROL
 AH1681  ___________________________________________________________________
 AH1681* NAD 83(1993)-  27 47 54.16321(N)    097 25 34.64569(W)     ADJUSTED  
 AH1681* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 AH1681  ___________________________________________________________________
 AH1681  X           -    -729,769.312 (meters)                     COMP
 AH1681  Y           -  -5,598,797.104 (meters)                     COMP
 AH1681  Z           -   2,956,749.790 (meters)                     COMP
 AH1681  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1681  ELLIP HEIGHT-         -19.65  (meters)          (06/17/02) GPS OBS
 AH1681  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH1681
 AH1681  HORZ ORDER  -  FIRST
 AH1681  ELLP ORDER  -  FIFTH     CLASS I
 AH1681
 AH1681.The horizontal coordinates were established by GPS observations
 AH1681.and adjusted by the National Geodetic Survey in February 1996..
 AH1681
 AH1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1681
 AH1681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1681
 AH1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1681
 AH1681.The ellipsoidal height was determined by GPS observations
 AH1681.and is referenced to NAD 83.
 AH1681
 AH1681.The geoid height was determined by GEOID03.
 AH1681
 AH1681;                    North         East     Units Scale Factor Converg.
 AH1681;SPC TX S     - 5,236,633.765   405,805.802   MT  0.99999134   +0 29 14.9
 AH1681;SPC TX S     -17,180,522.61  1,331,381.20   sFT  0.99999134   +0 29 14.9
 AH1681;SPC TXSC     - 3,997,169.232   755,109.479   MT  1.00021921   +0 46 15.5
 AH1681;SPC TXSC     -13,114,046.06  2,477,388.35   sFT  1.00021921   +0 46 15.5
 AH1681;UTM  14      - 3,075,861.138   655,029.226   MT  0.99989666   +0 44 02.6
 AH1681
 AH1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1681!SPC TX S     -   1.00000309  x   0.99999134  =   0.99999443
 AH1681!SPC TXSC     -   1.00000309  x   1.00021921  =   1.00022230
 AH1681!UTM  14      -   1.00000309  x   0.99989666  =   0.99989975
 AH1681
 AH1681                          SUPERSEDED SURVEY CONTROL
 AH1681
 AH1681  ELLIP H (02/16/96)  -19.51   (m)                       GP(       ) 5 1
 AH1681  NAD 83(1986)-  27 47 54.16991(N)    097 25 34.62457(W) AD(       ) 1
 AH1681  NGVD 29 (04/09/92)    7.1    (m)           23.     (f) GPS OBS        
 AH1681
 AH1681.Superseded values are not recommended for survey control.
 AH1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1681.See file dsdata.txt to determine how the superseded data were derived.
 AH1681
 AH1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5502975861(NAD 83)
 AH1681_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1681_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1681+WITH SETTING: INFORMATION.
 AH1681_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1681_STAMPING: SM140
 AH1681_MARK LOGO: TX1550
 AH1681_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1681+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 AH1681
 AH1681  HISTORY     - Date     Condition        Report By
 AH1681  HISTORY     - 1991     MONUMENTED       TX1550
 AH1681  HISTORY     - 20060811 GOOD             USPSQD
 AH1681
 AH1681                          STATION DESCRIPTION
 AH1681
 AH1681'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1681'IN CORPUS CHRISTI, S. OF THE INTER. OF B. LAWRENCE ST. AND NUECES BAY
 AH1681'BLVD. APPROXIMATELY 13.2 FT (4.0 M) N. OF A NO PARKING SIGN ON THE E.
 AH1681'SIDE OF NUECES BAY BLVD. AND 9.5 FT (2.9 M) E. OF B/C.
 AH1681'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SM140. ACCESS
 AH1681'THROUGH A HINGED COVER.
 AH1681
 AH1681                          STATION RECOVERY (2006)
 AH1681
 AH1681'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AH1681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1682 ***********************************************************************
 AH1682  DESIGNATION -  SM 150
 AH1682  PID         -  AH1682
 AH1682  STATE/COUNTY-  TX/NUECES
 AH1682  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1682
 AH1682                         *CURRENT SURVEY CONTROL
 AH1682  ___________________________________________________________________
 AH1682* NAD 83(1993)-  27 48 59.25336(N)    097 27 10.63966(W)     ADJUSTED  
 AH1682* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 AH1682  ___________________________________________________________________
 AH1682  X           -    -732,253.120 (meters)                     COMP
 AH1682  Y           -  -5,597,526.198 (meters)                     COMP
 AH1682  Z           -   2,958,519.970 (meters)                     COMP
 AH1682  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AH1682  ELLIP HEIGHT-         -24.07  (meters)          (06/17/02) GPS OBS
 AH1682  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1682
 AH1682  HORZ ORDER  -  FIRST
 AH1682  ELLP ORDER  -  FIFTH     CLASS I
 AH1682
 AH1682.The horizontal coordinates were established by GPS observations
 AH1682.and adjusted by the National Geodetic Survey in February 1996..
 AH1682
 AH1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1682
 AH1682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1682
 AH1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1682
 AH1682.The ellipsoidal height was determined by GPS observations
 AH1682.and is referenced to NAD 83.
 AH1682
 AH1682.The geoid height was determined by GEOID03.
 AH1682
 AH1682;                    North         East     Units Scale Factor Converg.
 AH1682;SPC TX S     - 5,238,615.231   403,161.611   MT  0.99999577   +0 28 31.3
 AH1682;SPC TX S     -17,187,023.47  1,322,706.05   sFT  0.99999577   +0 28 31.3
 AH1682;SPC TXSC     - 3,999,138.048   752,454.944   MT  1.00021090   +0 45 28.5
 AH1682;SPC TXSC     -13,120,505.41  2,468,679.26   sFT  1.00021090   +0 45 28.5
 AH1682;UTM  14      - 3,077,831.002   652,376.799   MT  0.99988659   +0 43 19.4
 AH1682
 AH1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1682!SPC TX S     -   1.00000378  x   0.99999577  =   0.99999955
 AH1682!SPC TXSC     -   1.00000378  x   1.00021090  =   1.00021468
 AH1682!UTM  14      -   1.00000378  x   0.99988659  =   0.99989037
 AH1682
 AH1682                          SUPERSEDED SURVEY CONTROL
 AH1682
 AH1682  ELLIP H (02/16/96)  -23.94   (m)                       GP(       ) 5 1
 AH1682  NAD 83(1986)-  27 48 59.26013(N)    097 27 10.61858(W) AD(       ) 1
 AH1682  NGVD 29 (04/09/92)    2.8    (m)            9.     (f) GPS OBS        
 AH1682
 AH1682.Superseded values are not recommended for survey control.
 AH1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1682.See file dsdata.txt to determine how the superseded data were derived.
 AH1682
 AH1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5237777831(NAD 83)
 AH1682_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1682_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1682+WITH SETTING: INFORMATION.
 AH1682_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1682_STAMPING: SM150
 AH1682_MARK LOGO: TX1550
 AH1682_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1682+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1682
 AH1682  HISTORY     - Date     Condition        Report By
 AH1682  HISTORY     - 1991     MONUMENTED       TX1550
 AH1682
 AH1682                          STATION DESCRIPTION
 AH1682
 AH1682'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1682'IN CORPUS CHRISTI, 0.5 MI (0.8 KM) N. OF THE INTER. OF NAVIGATION
 AH1682'BLVD. AND UP RIVER RD. APPROX. 95 FT (29.0 M) N. OF HELDENFIELDS
 AH1682'CHAIN LINK FENCE CORNER AND 6 FT (1.8 M) E. OF A CABLE FENCE ON THE
 AH1682'W. SIDE OF NAVIGATION BLVD.
 AH1682'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SM150. ACCESS
 AH1682'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6951 ***********************************************************************
 AJ6951  DESIGNATION -  SMA1
 AJ6951  PID         -  AJ6951
 AJ6951  STATE/COUNTY-  TX/HAYS
 AJ6951  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AJ6951
 AJ6951                         *CURRENT SURVEY CONTROL
 AJ6951  ___________________________________________________________________
 AJ6951* NAD 83(1993)-  29 55 54.47422(N)    097 54 10.18002(W)     ADJUSTED  
 AJ6951* NAVD 88     -       198.5    (meters)     651.     (feet)  GPS OBS   
 AJ6951  ___________________________________________________________________
 AJ6951  X           -    -760,638.737 (meters)                     COMP
 AJ6951  Y           -  -5,479,641.449 (meters)                     COMP
 AJ6951  Z           -   3,163,910.164 (meters)                     COMP
 AJ6951  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 AJ6951  ELLIP HEIGHT-         172.49  (meters)          (01/07/02) GPS OBS
 AJ6951  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AJ6951
 AJ6951  HORZ ORDER  -  B
 AJ6951  ELLP ORDER  -  FOURTH    CLASS I
 AJ6951
 AJ6951.The horizontal coordinates were established by GPS observations
 AJ6951.and adjusted by the LOWER COLORADO RIVER AUTHORITY in January 2002..
 AJ6951
 AJ6951.The orthometric height was determined by GPS observations and a
 AJ6951.high-resolution geoid model.
 AJ6951
 AJ6951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6951
 AJ6951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6951
 AJ6951.The ellipsoidal height was determined by GPS observations
 AJ6951.and is referenced to NAD 83.
 AJ6951
 AJ6951.The geoid height was determined by GEOID03.
 AJ6951
 AJ6951;                    North         East     Units Scale Factor Converg.
 AJ6951;SPC TXSC     - 4,233,066.190   705,924.069   MT  0.99991735   +0 32 15.1
 AJ6951;SPC TXSC     -13,887,984.66  2,316,019.22   sFT  0.99991735   +0 32 15.1
 AJ6951;UTM  14      - 3,311,734.049   605,895.278   MT  0.99973835   +0 32 51.0
 AJ6951
 AJ6951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6951!SPC TXSC     -   0.99997291  x   0.99991735  =   0.99989026
 AJ6951!UTM  14      -   0.99997291  x   0.99973835  =   0.99971127
 AJ6951
 AJ6951                          SUPERSEDED SURVEY CONTROL
 AJ6951
 AJ6951.No superseded survey control is available for this station.
 AJ6951
 AJ6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0589511734(NAD 83)
 AJ6951_MARKER: DD = SURVEY DISK
 AJ6951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6951_STAMPING: SMA1
 AJ6951_MARK LOGO: SWTXSU
 AJ6951_PROJECTION: FLUSH
 AJ6951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ6951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6951+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 AJ6951
 AJ6951  HISTORY     - Date     Condition        Report By
 AJ6951  HISTORY     - 19991111 MONUMENTED       SWTXSU
 AJ6951  HISTORY     - 20020910 GOOD             JCLS
 AJ6951  HISTORY     - 20020911 GOOD             JCLS
 AJ6951
 AJ6951                          STATION DESCRIPTION
 AJ6951
 AJ6951'DESCRIBED BY SOUTHWEST TEXAS STATE UNIVERSITY 1999 (TLN)
 AJ6951'DESCRIBED BY TERRY L. NYGAARD - LOWER COLORADO RIVER AUTHORITY
 AJ6951'STATION (GPS MONUMENT) IS LOCATED ON THE WEST SIDE OF POST ROAD.
 AJ6951'MONUMENT IS CONCRETE MATERIAL WITH A 2 INCH BRASS DISC STAMPED
 AJ6951'SMA1.  MONUMENT IS 24 INCHES DEEP (DUG IN HARD CALICHE) AND 14
 AJ6951'INCHES IN DIAMETER IN A CIRCULAR MASS OF CONCRETE FLUSH WITH THE
 AJ6951'SURROUNDING GROUND. MONUMENT CONTAINS STEEL REBAR.
 AJ6951' 
 AJ6951'AT THE T INTERSECTION OF POST ROAD AND LOOP 82, JUST ACROSS THE
 AJ6951'ROAD FROM BOBCAT STADIUM IN SAN MARCOS. GO NORTH ON POST ROAD
 AJ6951'FOR 3.1 MILES TO STATION ON THE LEFT OR WEST SIDE OF POST ROAD.
 AJ6951' 
 AJ6951'MARK IS 10.8 FEET (3.3M) EAST OF BARBED WIRE RIGHT-OF-WAY FENCE, 50.3
 AJ6951'FEET(15.3M) SOUTH OF THE ELL (L) FENCE CORNER POST AT DRIVEWAY
 AJ6951'ENTRY, 38.4 FEET (11.7M) FROM THE WESTERLY EDGE OF PAVEMENT ON
 AJ6951'POST ROAD. THIS STATION IS 0.1 MILE NORTH OF A 1ST ORDER NGS
 AJ6951'BENCHMARK FOUND IN EXCELLENT CONDITION IN ROCK OUTCROP. THE
 AJ6951'FOUND BENCHMARK IS NGS PID AX2447, WHICH IS A BRASS DISC MARKED
 AJ6951'Q 1307 1980.
 AJ6951' 
 AJ6951'NO REFERENCE MARKS SET.
 AJ6951' 
 AJ6951'
 AJ6951
 AJ6951                          STATION RECOVERY (2002)
 AJ6951
 AJ6951'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AJ6951'RECOVERED IN GOOD CONDITION.
 AJ6951
 AJ6951                          STATION RECOVERY (2002)
 AJ6951
 AJ6951'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AJ6951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6954 ***********************************************************************
 AJ6954  DESIGNATION -  SMA2
 AJ6954  PID         -  AJ6954
 AJ6954  STATE/COUNTY-  TX/HAYS
 AJ6954  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AJ6954
 AJ6954                         *CURRENT SURVEY CONTROL
 AJ6954  ___________________________________________________________________
 AJ6954* NAD 83(1993)-  29 49 42.15584(N)    097 59 07.61771(W)     ADJUSTED  
 AJ6954* NAVD 88     -       201.9    (meters)     662.     (feet)  GPS OBS   
 AJ6954  ___________________________________________________________________
 AJ6954  X           -    -769,333.563 (meters)                     COMP
 AJ6954  Y           -  -5,484,198.032 (meters)                     COMP
 AJ6954  Z           -   3,153,971.230 (meters)                     COMP
 AJ6954  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AJ6954  ELLIP HEIGHT-         175.96  (meters)          (01/07/02) GPS OBS
 AJ6954  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AJ6954
 AJ6954  HORZ ORDER  -  B
 AJ6954  ELLP ORDER  -  FOURTH    CLASS I
 AJ6954
 AJ6954.The horizontal coordinates were established by GPS observations
 AJ6954.and adjusted by the LOWER COLORADO RIVER AUTHORITY in January 2002..
 AJ6954
 AJ6954.The orthometric height was determined by GPS observations and a
 AJ6954.high-resolution geoid model.
 AJ6954
 AJ6954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6954
 AJ6954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6954
 AJ6954.The ellipsoidal height was determined by GPS observations
 AJ6954.and is referenced to NAD 83.
 AJ6954
 AJ6954.The geoid height was determined by GEOID03.
 AJ6954
 AJ6954;                    North         East     Units Scale Factor Converg.
 AJ6954;SPC TXSC     - 4,221,531.309   698,047.202   MT  0.99990021   +0 29 49.3
 AJ6954;SPC TXSC     -13,850,140.64  2,290,176.53   sFT  0.99990021   +0 29 49.3
 AJ6954;UTM  14      - 3,300,200.038   598,021.601   MT  0.99971855   +0 30 16.9
 AJ6954
 AJ6954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6954!SPC TXSC     -   0.99997237  x   0.99990021  =   0.99987258
 AJ6954!UTM  14      -   0.99997237  x   0.99971855  =   0.99969092
 AJ6954
 AJ6954                          SUPERSEDED SURVEY CONTROL
 AJ6954
 AJ6954.No superseded survey control is available for this station.
 AJ6954
 AJ6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9802200200(NAD 83)
 AJ6954_MARKER: DD = SURVEY DISK
 AJ6954_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ6954+WITH SETTING: PAVEMENT
 AJ6954_SP_SET: EPOXIED IN CONCRETE DRAIN
 AJ6954_STAMPING: SMA2
 AJ6954_MARK LOGO: SWTXSU
 AJ6954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ6954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6954+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AJ6954
 AJ6954  HISTORY     - Date     Condition        Report By
 AJ6954  HISTORY     - 19991111 MONUMENTED       SWTXSU
 AJ6954  HISTORY     - 20030517 GOOD             USPSQD
 AJ6954
 AJ6954                          STATION DESCRIPTION
 AJ6954
 AJ6954'DESCRIBED BY SOUTHWEST TEXAS STATE UNIVERSITY 1999 (TLN)
 AJ6954'DESCRIBED BY TERRY L. NYGAARD - LOWER COLORADO RIVER AUTHORITY
 AJ6954'STATION (BRASS DISC) IS LOCATED ON THE NORTH SIDE OF ENTRANCE
 AJ6954'DRIVE TO A TOURIST MARKET STORE. BRASS DISC HAS A 3-INCH STEM
 AJ6954'DRILLED INTO CONCRETE AND ATTACHED WITH EPOXY TO THE CONCRETE
 AJ6954'APRON OF DRAINAGE STRUCTURE ATTACHED TO DRIVE ENTRANCE.
 AJ6954'MONUMENT IS A 2 INCH BRASS DISC STAMPED SMA2.
 AJ6954' 
 AJ6954'FROM THE CITY OF SAN MARCOS, GO SOUTH ON I-35 FOR ABOUT 4 MILES AND
 AJ6954'TAKE THE CENTER POINT ROAD EXIT. TURN RIGHT INTO THE DIAMOND
 AJ6954'SHAMROCK GAS STATION. DRIVE APPROXIMATELY 200 FEET SOUTHERLY
 AJ6954'TOWARDS A TOURIST MARKET STORE AND INTO THE PARKING AREA FOR
 AJ6954'THIS STORE. THE STATION WILL BE ON YOUR LEFT IN THE CONCRETE
 AJ6954'DRIVEWAY APRON THAT TURNS INTO THE STORE FROM THE I-35 ACCESS
 AJ6954'ROAD. THE STATION IS LOCATED APPROXIMATELY 12 FEET WEST OF THE
 AJ6954'EDGE OF PAVEMENT OF THE I-35 ACCESS ROAD AND APPROXIMATELY 4 FEET
 AJ6954'FROM THE EDGE OF PAVEMENT ON THE DRIVEWAY ENTRANCE TO THE
 AJ6954'STORE. STATION MARK IS CLEARLY VISIBLE.
 AJ6954' 
 AJ6954'NO REFERENCE MARKS SET.
 AJ6954' 
 AJ6954'
 AJ6954
 AJ6954                          STATION RECOVERY (2003)
 AJ6954
 AJ6954'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AJ6954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0937 ***********************************************************************
 EM0937  DESIGNATION -  SMALL
 EM0937  PID         -  EM0937
 EM0937  STATE/COUNTY-  TX/WILBARGER
 EM0937  USGS QUAD   -  BOGGY CREEK (1983)
 EM0937
 EM0937                         *CURRENT SURVEY CONTROL
 EM0937  ___________________________________________________________________
 EM0937* NAD 83(1993)-  34 01 09.50676(N)    099 10 52.27814(W)     ADJUSTED  
 EM0937* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 EM0937  ___________________________________________________________________
 EM0937  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 EM0937  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 EM0937
 EM0937  HORZ ORDER  -  SECOND
 EM0937
 EM0937.The horizontal coordinates were established by classical geodetic methods
 EM0937.and adjusted by the National Geodetic Survey in February 1996..
 EM0937
 EM0937.The orthometric height was scaled from a topographic map.
 EM0937
 EM0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0937
 EM0937.The geoid height was determined by GEOID03.
 EM0937
 EM0937;                    North         East     Units Scale Factor Converg.
 EM0937;SPC TXNC     - 2,261,102.607   537,082.290   MT  1.00001511   -0 22 17.5
 EM0937;SPC TXNC     - 7,418,300.80  1,762,077.48   sFT  1.00001511   -0 22 17.5
 EM0937;UTM  14      - 3,764,311.549   483,271.423   MT  0.99960345   -0 06 04.9
 EM0937
 EM0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0937!SPC TXNC     -   0.99994401  x   1.00001511  =   0.99995912
 EM0937!UTM  14      -   0.99994401  x   0.99960345  =   0.99954748
 EM0937
 EM0937|---------------------------------------------------------------------|
 EM0937| PID    Reference Object                     Distance      Geod. Az  |
 EM0937|                                                           dddmmss.s |
 EM0937| CX8660 SMALL RM 1                            9.248 METERS 15200     |
 EM0937| CX8661 SMALL RM 2                           12.659 METERS 24210     |
 EM0937| CX8659 SMALL AZ MK                                        2871804.0 |
 EM0937| EM0952 VERNON WICHITA FALLS ST HOS TK      APPROX.12.1 KM 3033035.6 |
 EM0937|---------------------------------------------------------------------|
 EM0937
 EM0937                          SUPERSEDED SURVEY CONTROL
 EM0937
 EM0937  NAD 83(1993)-  34 01 09.50690(N)    099 10 52.27813(W) AD(       ) 2
 EM0937  NAD 83(1986)-  34 01 09.51331(N)    099 10 52.26781(W) AD(       ) 2
 EM0937  NAD 27      -  34 01 09.19199(N)    099 10 50.99840(W) AD(       ) 2
 EM0937
 EM0937.Superseded values are not recommended for survey control.
 EM0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0937.See file dsdata.txt to determine how the superseded data were derived.
 EM0937
 EM0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8327164312(NAD 83)
 EM0937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0937_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0937
 EM0937  HISTORY     - Date     Condition        Report By
 EM0937  HISTORY     - 1965     MONUMENTED       CGS
 EM0937
 EM0937                          STATION DESCRIPTION
 EM0937
 EM0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0937'THE STATION IS ABOUT 10-1/2 MILES SOUTHEAST OF VERNON, 9-1/2
 EM0937'MILES SOUTHWEST OF HARROLD AND 7-1/2 MILES SOUTH-SOUTHWEST OF
 EM0937'OKLAUNION, ON THE HIGHEST PART OF A SMALL RISE IN PASTURE LAND
 EM0937'ON PROPERTY OF THE W.T. WAGGONER ESTATE.
 EM0937'
 EM0937'TO REACH THE STATION FROM THE COURTHOUSE IN VERNON, GO SOUTH ON
 EM0937'U.S. HIGHWAY 283 FOR 12.9 MILES TO THE JUNCTION WITH FARM ROAD
 EM0937'1763.  TURN LEFT AND GO EAST ON FARM ROAD 1763 FOR 2.65 MILES TO
 EM0937'THE JUNCTION WITH FARM ROAD 1811 ON THE RIGHT.  CONTINUE EAST ON
 EM0937'FARM ROAD 1763 FOR 0.5 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN
 EM0937'LEFT AND GO NORTH FOR 1.6 MILES TO A DIM TRACK ROAD RIGHT JUST
 EM0937'AFTER CROSSING A CATTLE GUARD.  (TO REACH THE AZIMUTH MARK
 EM0937'CONTINUE NORTH ON GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE
 EM0937'RIGHT.) TURN RIGHT, EAST, ON TRACK ROAD FOR 0.05 MILE,
 EM0937'HERE TURN LEFT AND GO NORTHEAST ACROSS PASTURE FOR 0.15
 EM0937'MILE TO THE TOP OF THE RISE AND THE STATION.
 EM0937'
 EM0937'STATION MARK IS A STANDARD DISK, STAMPED SMALL 1965, SET IN THE
 EM0937'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EM0937'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 160 FEET WEST OF A
 EM0937'WIRE FENCE AND 5.6 FEET SOUTH OF A WITNESS POST.
 EM0937'
 EM0937'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SMALL NO 1 1965,
 EM0937'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EM0937'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET
 EM0937'SOUTH OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 EM0937'STATION.
 EM0937'
 EM0937'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SMALL NO 2 1965,
 EM0937'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EM0937'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 43.5 FEET
 EM0937'WEST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 EM0937'STATION.
 EM0937'
 EM0937'AZIMUTH MARK IS A STANDARD DISK, STAMPED SMALL 1965, SET IN THE
 EM0937'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EM0937'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET EAST OF THE
 EM0937'CENTERLINE OF A GRAVELED ROAD, 2 FEET SOUTH OF A WITNESS POST AND
 EM0937'1.6 FEET SOUTH OF A T-FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6342 ***********************************************************************
 AW6342  DESIGNATION -  SMALL 1930
 AW6342  PID         -  AW6342
 AW6342  STATE/COUNTY-  TX/HARRIS
 AW6342  USGS QUAD   -  LA PORTE (1982)
 AW6342
 AW6342                         *CURRENT SURVEY CONTROL
 AW6342  ___________________________________________________________________
 AW6342* NAD 83(1993)-  29 41 53.65409(N)    095 01 37.62514(W)     ADJUSTED  
 AW6342* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6342  ___________________________________________________________________
 AW6342  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW6342  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6342
 AW6342  HORZ ORDER  -  THIRD
 AW6342
 AW6342.The horizontal coordinates were established by classical geodetic methods
 AW6342.and adjusted by the National Geodetic Survey in February 1996..
 AW6342
 AW6342.The orthometric height was scaled from a topographic map.
 AW6342
 AW6342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6342
 AW6342.The geoid height was determined by GEOID03.
 AW6342
 AW6342;                    North         East     Units Scale Factor Converg.
 AW6342;SPC TXSC     - 4,213,210.991   984,364.210   MT  0.99988328   +1 56 46.9
 AW6342;SPC TXSC     -13,822,843.06  3,229,534.91   sFT  0.99988328   +1 56 46.9
 AW6342;UTM  15      - 3,287,067.648   303,879.370   MT  1.00007460   -1 00 16.6
 AW6342
 AW6342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6342!SPC TXSC     -   1.00000411  x   0.99988328  =   0.99988739
 AW6342!UTM  15      -   1.00000411  x   1.00007460  =   1.00007871
 AW6342
 AW6342                          SUPERSEDED SURVEY CONTROL
 AW6342
 AW6342  NAD 83(1986)-  29 41 53.67027(N)    095 01 37.60597(W) AD(       ) 3
 AW6342  NAD 27      -  29 41 52.84525(N)    095 01 36.86138(W) AD(       ) 3
 AW6342
 AW6342.Superseded values are not recommended for survey control.
 AW6342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6342.See file dsdata.txt to determine how the superseded data were derived.
 AW6342
 AW6342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0387987068(NAD 83)
 AW6342_MARKER: X = CHISELED CROSS
 AW6342_SETTING: 0 = UNSPECIFIED SETTING
 AW6342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6342
 AW6342  HISTORY     - Date     Condition        Report By
 AW6342  HISTORY     - 1930     MONUMENTED       CGS
 AW6342  HISTORY     - 1934     GOOD             TXGS
 AW6342  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6342  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6342
 AW6342                          STATION DESCRIPTION
 AW6342
 AW6342'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6342'LOCATED ON A LOW PROMINENT POINT ABOUT 1/2 MILE SE OF BRINSON
 AW6342'POINT, ON S SHORE OF SAN JACINTO BAY, SW OF THE UPPER PART
 AW6342'OF SPILLMAN ISLAND.  STATION IS AT FOOT OF STEEP TREE-COVERED
 AW6342'HILL, 115 METERS S FROM THE EXTREME POINT.
 AW6342'
 AW6342'STATION IS MARKED BY A CROSS IN THE END OF A 1/2-INCH BRASS
 AW6342'ROD SET IN THE TOP OF A 4-INCH-SQUARE CONCRETE POST EXTENDING 4
 AW6342'INCHES ABOVE THE GROUND.
 AW6342'
 AW6342'REFERENCE MARK 1 IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 AW6342'POST.  IT IS 28.175 METERS FROM THE STATION N 56 30 W.
 AW6342
 AW6342                          STATION RECOVERY (1934)
 AW6342
 AW6342'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6342'DESCRIPTION GOOD WITH EXCEPTION OF ONE MARKER MISSING.
 AW6342
 AW6342                          STATION RECOVERY (1952)
 AW6342
 AW6342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6342'THE AREA WAS THOROUGHLY SEARCHED BUT NO EVIDENCE OF THE STATION
 AW6342'OR REFERENCE MARKS WAS FOUND.  IT IS RECOMMENDED THAT THIS
 AW6342'STATION BE CLASSIFIED LOST.
 AW6342
 AW6342                          STATION RECOVERY (1997)
 AW6342
 AW6342'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1058 ***********************************************************************
 CD1058  DESIGNATION -  SMALL S P RAILROAD WATER TANK
 CD1058  PID         -  CD1058
 CD1058  STATE/COUNTY-  TX/HUDSPETH
 CD1058  USGS QUAD   -  SMALL (1972)
 CD1058
 CD1058                         *CURRENT SURVEY CONTROL
 CD1058  ___________________________________________________________________
 CD1058* NAD 83(1993)-  31 15 59.69167(N)    105 32 27.27858(W)     ADJUSTED  
 CD1058* NAVD 88     -                                                        
 CD1058  ___________________________________________________________________
 CD1058  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CD1058  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CD1058
 CD1058  HORZ ORDER  -  THIRD
 CD1058
 CD1058.The horizontal coordinates were established by classical geodetic methods
 CD1058.and adjusted by the National Geodetic Survey in February 1996..
 CD1058
 CD1058
 CD1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1058
 CD1058.The geoid height was determined by GEOID03.
 CD1058
 CD1058;                    North         East     Units Scale Factor Converg.
 CD1058;SPC TX C     - 3,188,964.852   204,277.558   MT  0.99989241   -2 40 56.0
 CD1058;SPC TX C     -10,462,462.19    670,200.62   sFT  0.99989241   -2 40 56.0
 CD1058;UTM  13      - 3,459,272.580   448,505.239   MT  0.99963271   -0 16 50.7
 CD1058
 CD1058                          SUPERSEDED SURVEY CONTROL
 CD1058
 CD1058  NAD 83(1986)-  31 15 59.70109(N)    105 32 27.27213(W) AD(       ) 4
 CD1058  NAD 27      -  31 15 59.25000(N)    105 32 25.42000(W) AD(       ) 3
 CD1058
 CD1058.Superseded values are not recommended for survey control.
 CD1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1058.See file dsdata.txt to determine how the superseded data were derived.
 CD1058
 CD1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ4850559273(NAD 83)
 CD1058_MARKER: 51 = TANK
 CD1058
 CD1058  HISTORY     - Date     Condition        Report By
 CD1058  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD1058
 CD1058                          STATION DESCRIPTION
 CD1058
 CD1058'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0727 ***********************************************************************
 DQ0727  DESIGNATION -  SMART
 DQ0727  PID         -  DQ0727
 DQ0727  STATE/COUNTY-  TX/HOCKLEY
 DQ0727  USGS QUAD   -  LOCKETTVILLE (1965)
 DQ0727
 DQ0727                         *CURRENT SURVEY CONTROL
 DQ0727  ___________________________________________________________________
 DQ0727* NAD 83(1993)-  33 26 43.92113(N)    102 21 06.63840(W)     ADJUSTED  
 DQ0727* NAVD 88     -      1065.2    (meters)    3495.     (feet)  VERTCON   
 DQ0727  ___________________________________________________________________
 DQ0727  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 DQ0727  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 DQ0727
 DQ0727  HORZ ORDER  -  FIRST
 DQ0727
 DQ0727.The horizontal coordinates were established by classical geodetic methods
 DQ0727.and adjusted by the National Geodetic Survey in February 1996..
 DQ0727
 DQ0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0727
 DQ0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0727
 DQ0727.The geoid height was determined by GEOID03.
 DQ0727
 DQ0727;                    North         East     Units Scale Factor Converg.
 DQ0727;SPC TXNC     - 2,203,824.778   241,970.281   MT  0.99989618   -2 06 02.8
 DQ0727;SPC TXNC     - 7,230,381.79    793,864.16   sFT  0.99989618   -2 06 02.8
 DQ0727;UTM  13      - 3,703,817.270   746,163.564   MT  1.00034715   +1 27 36.9
 DQ0727
 DQ0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0727!SPC TXNC     -   0.99983652  x   0.99989618  =   0.99973271
 DQ0727!UTM  13      -   0.99983652  x   1.00034715  =   1.00018361
 DQ0727
 DQ0727|---------------------------------------------------------------------|
 DQ0727| PID    Reference Object                     Distance      Geod. Az  |
 DQ0727|                                                           dddmmss.s |
 DQ0727| CJ8517 SMART RM 1                           39.764 METERS 14133     |
 DQ0727| CJ8516 SMART AZ MK                                        1651332.3 |
 DQ0727| CJ8518 SMART RM 2                           48.567 METERS 23144     |
 DQ0727|---------------------------------------------------------------------|
 DQ0727
 DQ0727                          SUPERSEDED SURVEY CONTROL
 DQ0727
 DQ0727  NAD 83(1986)-  33 26 43.92893(N)    102 21 06.63262(W) AD(       ) 1
 DQ0727  NAD 27      -  33 26 43.59400(N)    102 21 04.97800(W) AD(       ) 1
 DQ0727  NGVD 29 (07/19/86) 1064.8    (m)         3493.     (f) VERT ANG       
 DQ0727
 DQ0727.Superseded values are not recommended for survey control.
 DQ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0727.See file dsdata.txt to determine how the superseded data were derived.
 DQ0727
 DQ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4616403817(NAD 83)
 DQ0727_MARKER: DS = TRIANGULATION STATION DISK
 DQ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0727
 DQ0727  HISTORY     - Date     Condition        Report By
 DQ0727  HISTORY     - 1935     MONUMENTED       CGS
 DQ0727  HISTORY     - 1938     GOOD             TXHD
 DQ0727  HISTORY     - 1949     GOOD             CGS
 DQ0727
 DQ0727                          STATION DESCRIPTION
 DQ0727
 DQ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0727'THIS STATION IS ABOUT 9-1/2 MILES SOUTH-SOUTHEAST OF LEVELLAND
 DQ0727'ON THE NORTH SIDE OF A GRADED ROAD.  IT IS 70 FEET NORTH OF THE
 DQ0727'CENTER LINE OF THE GRADED ROAD, 37-1/2 FEET NORTH OF THE NORTH
 DQ0727'RIGHT-OF-WAY FENCE, 104 FEET SOUTH OF THE FARM RESIDENCE OF MR.
 DQ0727'O.L. HOUSTON.  IT IS IN LABOR 21 OF LEAGUE 33.  THE MARK PROJECTS
 DQ0727'4 INCHES.
 DQ0727'
 DQ0727'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND PROJECTS
 DQ0727'6 INCHES, IT IS 3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND
 DQ0727'31 FEET SOUTH OF THE CENTER LINE OF A GRADED ROAD.
 DQ0727'
 DQ0727'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND PROJECTS
 DQ0727'8 INCHES, IT IS 69-1/2 FEET SOUTH-SOUTHWEST OF A FENCE
 DQ0727'T-INTERSECTION, 32 FEET SOUTH OF THE CENTER LINE OF A GRADED
 DQ0727'ROAD AND 4 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 DQ0727'
 DQ0727'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION AND PROJECTS 4
 DQ0727'INCHES, IT IS 1-1/2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE
 DQ0727'AND 39 FEET EAST OF THE CENTER LINE OF A GRADED ROAD.
 DQ0727'
 DQ0727'THE STATION IS REACHED FROM THE COURTHOUSE IN LEVELLAND, TEXAS
 DQ0727'BY GOING SOUTH ON A GRADED ROAD FOR 1.6 MILES, THEN EAST 0.1
 DQ0727'MILE, THEN SOUTH 6.8 MILES TO THE CLAUENE SCHOOL IN THE
 DQ0727'NORTHEAST ANGLE OF GRADED CROSSROADS.  FROM THE CLAUENE SCHOOL
 DQ0727'GO SOUTH FOR 1.1 MILE TO A ROAD T-INTERSECTION, THEN LEFT AND GO
 DQ0727'EAST 1.4 MILES TO THE STATION.
 DQ0727'
 DQ0727'THE LAND THAT THE STATION IS LOCATED ON IS OWNED BY MR. W.R.
 DQ0727'SMART OF SLATON AND RENTED BY MR. O.L. HOUSTON.
 DQ0727'
 DQ0727'ALL OF THE OBJECTS, EXCEPT STATIONS ELLWOOD, WOOLRIDGE, BRITTON,
 DQ0727'POOL, MALLET, COBLE, AND STAMP ARE VISIBLE FROM THE GROUND.  A
 DQ0727'50-FOOT STAND WILL CLEAR THE LINES TO STATIONS ELLWOOD, MALLET,
 DQ0727'COBLE AND STAMP.  A 50-FOOT STAND WILL CLEAR THE LINES TO STATIONS
 DQ0727'WOOLRIDGE, BRITTON AND POOL, WITH 25-FOOT STANDS AT THESE
 DQ0727'STATIONS.
 DQ0727'
 DQ0727'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0727'BRONZE DISKS SET IN CONCRETE.
 DQ0727'
 DQ0727'HEIGHT OF LIGHT ABOVE STATION MARK - 20.80 METERS.
 DQ0727
 DQ0727                          STATION RECOVERY (1938)
 DQ0727
 DQ0727'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0727'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING STATION IS SATISFACTORY.
 DQ0727'
 DQ0727'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DQ0727'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0727
 DQ0727                          STATION RECOVERY (1949)
 DQ0727
 DQ0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DQ0727'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 DQ0727'
 DQ0727'TO REACH FROM LEVELLAND, FOLLOW STATE HIGHWAY 51 S OUT OF
 DQ0727'LEVELLAND FOR 9.85 MI. OR 0.5 MI. PAST WHERE FM 301 GOES W TO A
 DQ0727'CROSSROAD.  TURN LEFT (E) AND FOLLOW A BLADED ROAD FOR 1.42 MI.
 DQ0727'STATION IS 68 FT. N OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0048 ***********************************************************************
 BM0048  FBN         -  This is a Federal Base Network Control Station.
 BM0048  DESIGNATION -  SMETANA
 BM0048  PID         -  BM0048
 BM0048  STATE/COUNTY-  TX/BRAZOS
 BM0048  USGS QUAD   -  BRYAN WEST (1980)
 BM0048
 BM0048                         *CURRENT SURVEY CONTROL
 BM0048  ___________________________________________________________________
 BM0048* NAD 83(1993)-  30 38 17.38772(N)    096 28 31.49198(W)     ADJUSTED  
 BM0048* NAVD 88     -        79.5    (meters)     261.     (feet)  GPS OBS   
 BM0048  ___________________________________________________________________
 BM0048  X           -    -619,436.956 (meters)                     COMP
 BM0048  Y           -  -5,457,548.157 (meters)                     COMP
 BM0048  Z           -   3,231,469.765 (meters)                     COMP
 BM0048  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BM0048  ELLIP HEIGHT-          52.93  (meters)          (05/01/00) GPS OBS
 BM0048  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BM0048
 BM0048  HORZ ORDER  -  B
 BM0048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0048  ELLP ORDER  -  THIRD     CLASS I
 BM0048
 BM0048.The horizontal coordinates were established by GPS observations
 BM0048.and adjusted by the National Geodetic Survey in May 1994..
 BM0048
 BM0048.The orthometric height was determined by GPS observations and a
 BM0048.high-resolution geoid model.
 BM0048.The vertical order pertains to the NGVD 29 superseded value.
 BM0048
 BM0048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM0048
 BM0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0048
 BM0048.The ellipsoidal height was determined by GPS observations
 BM0048.and is referenced to NAD 83.
 BM0048
 BM0048.The geoid height was determined by GEOID03.
 BM0048
 BM0048;                    North         East     Units Scale Factor Converg.
 BM0048;SPC TX C     - 3,114,107.276 1,069,721.081   MT  0.99990171   +1 59 13.4
 BM0048;SPC TX C     -10,216,866.95  3,509,576.58   sFT  0.99990171   +1 59 13.4
 BM0048;UTM  14      - 3,392,220.089   741,955.363   MT  1.00032224   +1 17 13.9
 BM0048
 BM0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0048!SPC TX C     -   0.99999169  x   0.99990171  =   0.99989340
 BM0048!UTM  14      -   0.99999169  x   1.00032224  =   1.00031393
 BM0048
 BM0048|---------------------------------------------------------------------|
 BM0048| PID    Reference Object                     Distance      Geod. Az  |
 BM0048|                                                           dddmmss.s |
 BM0048| BM0049 SMETANA RM 1                         43.233 METERS 08829     |
 BM0048| BM0047 SMETANA AZ MK                                      0922642.4 |
 BM0048| BM0954 COLLEGE STA TEX A AND M E STK       APPROX.13.0 KM 0995337.2 |
 BM0048| BM0951 COLLEGE STA TEX A AND M W STK       APPROX.12.9 KM 0995441.4 |
 BM0048| BM0953 COLLEGE STA TEX A AND M TANK        APPROX.13.1 KM 1001755.9 |
 BM0048| BM0955 COLLEGE STA TEX A AND M DOME        APPROX.13.1 KM 1005046.3 |
 BM0048| BM0050 SMETANA RM 2                         44.983 METERS 34707     |
 BM0048|---------------------------------------------------------------------|
 BM0048
 BM0048                          SUPERSEDED SURVEY CONTROL
 BM0048
 BM0048  ELLIP H (05/09/94)   53.12   (m)                       GP(       ) 4 2
 BM0048  NAD 83(1986)-  30 38 17.40268(N)    096 28 31.47010(W) AD(       ) 2
 BM0048  NAD 27      -  30 38 16.67564(N)    096 28 30.56773(W) AD(       ) 3
 BM0048  NGVD 29 (??/??/92)   79.406  (m)          260.52   (f) ADJ UNCH    2 0
 BM0048
 BM0048.Superseded values are not recommended for survey control.
 BM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0048.See file dsdata.txt to determine how the superseded data were derived.
 BM0048
 BM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU4195592220(NAD 83)
 BM0048_MARKER: DS = TRIANGULATION STATION DISK
 BM0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0048_SP_SET: SQUARE CONCRETE MONUMENT
 BM0048_STAMPING: SMETANA 1943
 BM0048_MARK LOGO: CGS   
 BM0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0048+STABILITY: SURFACE MOTION
 BM0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0048+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 BM0048
 BM0048  HISTORY     - Date     Condition        Report By
 BM0048  HISTORY     - 1943     MONUMENTED       CGS
 BM0048  HISTORY     - 1943     GOOD             CGS
 BM0048  HISTORY     - 1949     GOOD             CGS
 BM0048  HISTORY     - 1957     GOOD             CGS
 BM0048  HISTORY     - 19880429 GOOD
 BM0048  HISTORY     - 19930301 GOOD             NGS
 BM0048  HISTORY     - 19940820 GOOD             USPSQD
 BM0048  HISTORY     - 19980123 GOOD             NGS
 BM0048  HISTORY     - 20010419 GOOD             TXDOT
 BM0048  HISTORY     - 20021006 GOOD             INDIV
 BM0048  HISTORY     - 20040518 GOOD             TXDOT
 BM0048  HISTORY     - 20050518 GOOD             TXDOT
 BM0048  HISTORY     - 20050622 GOOD             JCLS
 BM0048
 BM0048                          STATION DESCRIPTION
 BM0048
 BM0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0048'STATION IS LOCATED ABOUT 6 MILES WSW OF BRYAN AT THE BRYAN
 BM0048'ARMY AIRPORT, 32.6 FEET E OF THE E EDGE OF A CONCRETE APRON,
 BM0048'16 PACES N OF THE CENTER LINE OF SIXTH STREET AND 14 PACES
 BM0048'W OF THE SW CORNER OF THE POST OPERATIONS BUILDING.  IT IS
 BM0048'STAMPED SMETANA 1943 AND IS SET FLUSH WITH THE GROUND.
 BM0048'
 BM0048'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1, AND THE AZIMUTH
 BM0048'MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BM0048'
 BM0048'REFERENCE MARK NO. 1 IS E OF THE STATION, 17 PACES N OF THE
 BM0048'CENTER LINE OF SIXTH STREET AND 1 FOOT W OF THE SE CORNER
 BM0048'OF THE POST OPERATIONS BUILDING.  IT IS STAMPED SMETANA NO. 1
 BM0048'1943 AND PROJECTS 3 INCHES.
 BM0048'
 BM0048'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND 25 PACES W
 BM0048'OF THE SW LEG OF THE S ONE OF TWO CONTROL TOWERS.  IT IS SET
 BM0048'IN A DRILL HOLE IN THE E EDGE OF THE CONCRETE APRON.  IT IS
 BM0048'STAMPED SMETANA NO. 2 1943.
 BM0048'
 BM0048'THE AZIMUTH MARK IS E OF THE STATION, 50 FEET W OF THE CENTER
 BM0048'LINE OF BRYAN ROAD AND 50 FEET S OF SIXTH STREET.  IT IS STAMPED
 BM0048'SMETANA 1943 AND PROJECTS 3 INCHES.
 BM0048'
 BM0048'TO REACH THE STATION FROM THE NE CORNER OF THE COURTHOUSE
 BM0048'SQUARE IN BRYAN, GO SW ON STATE HIGHWAY 21 FOR 6.4 MILES TO
 BM0048'THE MAIN ENTRANCE TO THE AIRPORT ON THE LEFT.  (GUARD ENTRANCE
 BM0048'NO. 3.) THEN LEFT (S) FOR 0.9 MILE TO SIXTH STREET AND THE
 BM0048'AZIMUTH MARK IN THE SW CORNER OF THE INTERSECTION.  THEN RIGHT,
 BM0048'W, FOR 0.5 MILE TO THE CONCRETE APRON AND THE STATION ON
 BM0048'THE RIGHT.
 BM0048'
 BM0048'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM0048
 BM0048                          STATION RECOVERY (1943)
 BM0048
 BM0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BM0048'7.7 MI SW FROM BRYAN.
 BM0048'ABOUT 7.7 MILE SOUTHWEST FROM THE COURTHOUSE AT BRYAN BRAZOS COUNTY,
 BM0048'AT THE BRYAN ARMY AIR FIELD, 32.6 FEET EAST OF THE EAST OF THE
 BM0048'CONCRETE APRON, 50.0 FEET NORTH OF CENTER LINE OF SIXTH STREET, 33.0
 BM0048'WEST OF THE SOUTHWEST CORNER OF POST OPERATIONS BUILDING, A STANDARD
 BM0048'TRIANGULATION DISK, STAMPED SMETANA 1943, SET IN THE TOP OF A CONCRETE
 BM0048'BLOCK SET FLUSH WITH THE GROUND.
 BM0048
 BM0048                          STATION RECOVERY (1949)
 BM0048
 BM0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WHH)
 BM0048'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BM0048
 BM0048                          STATION RECOVERY (1957)
 BM0048
 BM0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 BM0048'STATION, AZIMUTH, AND REFERENCE MARK NO. 1 RECOVERED IN
 BM0048'GOOD CONDITION.  REFERENCE MARK NO. 2 SEARCHED FOR BUT NOT
 BM0048'RECOVERED.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE
 BM0048'FOLLOWING.  SIXTH STREET IS NOW MILLS STREET.
 BM0048
 BM0048                          STATION RECOVERY (1988)
 BM0048
 BM0048'RECOVERED 1988
 BM0048'RECOVERED IN GOOD CONDITION.
 BM0048
 BM0048                          STATION RECOVERY (1993)
 BM0048
 BM0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BM0048'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) WEST OF COLLEGE STATION,
 BM0048'6 KM (3.70 MI) SOUTHWEST OF BRYAN, IN FLAT GRASS IN THE FRONT LAWN OF
 BM0048'BUILDING 7061 AND IN THE NORTHEAST QUADRANT OF 6TH STREET AND A
 BM0048'CONCRETE APRON OF AN AIRPORT USED FOR RESEARCH.  OWNERSHIP--TEXAS A
 BM0048'AND M UNIVERSITY RIVERSIDE CAMPUS, TEXAS A AND M RIVERSIDE CAMPUS
 BM0048'HIGHWAY, BUILDING 7535, BRYAN, TX 77803.  FOR PERMISSION TO USE THIS
 BM0048'STATION CONTACT JAN TIMM IN CHARGE OF MAINTENANCE FOR THE CAMPUS.
 BM0048'PHONE 409-845-6270 DURING 8-5 BUSINESS HOURS.
 BM0048'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 21 AND FARM ROAD 2818 ON
 BM0048'THE WEST SIDE OF BRYAN, GO WEST-SOUTHWEST ON HIGHWAY 21 FOR 6.47 KM
 BM0048'(4.00 MI) TO A PAVED CROSSOVER ON THE LEFT AND A SIGN -TEXAS A AND M
 BM0048'RIVERSIDE CAMPUS-. TURN LEFT, SOUTHWEST ON THE CROSSOVER FOR 50 M
 BM0048'(164.0 FT) CROSSING THE EASTBOUND LANES OF HIGHWAY 21 TO THE ENTRANCE
 BM0048'TO THE CAMPUS AND A PAVED ROAD (BRYAN ROAD).  CONTINUE AHEAD, SOUTH,
 BM0048'ON BRYAN ROAD FOR 1.70 KM (1.05 MI) TO 6TH STREET ON THE RIGHT AND A
 BM0048'SIGN -FLIGHT MECHANICS LABORATORY ELECTRIC POWER UTILITIES TRAINING
 BM0048'DIVISION-. TURN RIGHT, WEST, ON 6TH STREET FOR 0.75 KM (0.45 MI) TO
 BM0048'THE APRON AND THE STATION ON THE RIGHT.
 BM0048'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST THAT IS
 BM0048'FLUSH WITH THE GROUND AND 0.3 M (1.0 FT) LOWER THAN 6TH STREET. IT IS
 BM0048'15.2 M (49.9 FT) NORTH FROM THE CENTER OF 6TH STREET, 10.0 M
 BM0048'(32.8 FT) EAST FROM THE EAST EDGE OF THE CONCRETE APRON, 15.7 M
 BM0048'(51.5 FT) SOUTH FROM THE SOUTH EDGE OF A CONCRETE DRIVEWAY, 8.8 M
 BM0048'(28.9 FT) EAST-NORTHEAST FROM A FIRE HYDRANT, 11.6 M (38.1 FT)
 BM0048'NORTHEAST FROM A STOP SIGN, AND 12.9 M (42.3 FT) WEST-SOUTHWEST FROM
 BM0048'THE SOUTHWEST CORNER OF THE BUILDING.
 BM0048
 BM0048                          STATION RECOVERY (1994)
 BM0048
 BM0048'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0048'RECOVERED IN GOOD CONDITION.
 BM0048
 BM0048                          STATION RECOVERY (1998)
 BM0048
 BM0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 BM0048'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 19 KM
 BM0048'(11.80 MI) WEST-NORTHWEST FROM CENTRAL COLLEGE STATION, 13 KM (8.05
 BM0048'MI) SOUTHWEST FROM CENTRAL BRYAN, AT THE RIVERSIDE CAMPUS OF THE TEXAS
 BM0048'A AND M UNIVERSITY, EAST FROM A CONCRETE APRON AREA (FORMER RUNWAY
 BM0048'17R-35L) AND NORTH FROM SIXTH STREET.  NOTE THE FORMER BRYAN ARMY
 BM0048'AIRFIELD IS CLOSED.  OWNERSHIP--TEXAS A AND M UNIVERSITY, ATTENTION
 BM0048'AM6-BLDG 7535, COLLEGE STATION TX 77840.  FOR PERMISSION TO USE THIS
 BM0048'STATION CONTACT JAN TIMM, MAINTENANCE AND OPERATIONS, PHONE
 BM0048'409-845-6270 DURING 8.00A-4.30P BUSINESS HOURS.  TO REACH THE STATION
 BM0048'FROM THE NORTH SIDE OF BRYAN AT THE STATE HIGHWAY 21 OVERPASS OVER
 BM0048'STATE HIGHWAY 6, GO WEST ON STATE HIGHWAY 21 (SAN JACINTO AVE) FOR A
 BM0048'TOTAL OF 13.2 KM (8.20 MI) PASSING FARM ROAD 2818 AT 5.6 KM (3.45 MI)
 BM0048'AND PASSING A HIGHWAY BRIDGE ON LEFT AT 12.2 KM (7.60 MI) TO A
 BM0048'CROSSOVER ON LEFT.  FOLLOW THE CROSSOVER TO REVERSE DIRECTION AND GO
 BM0048'EAST ON STATE HIGHWAY 21 FOR 0.65 KM (0.40 MI) TO AN EXIT ON RIGHT.
 BM0048'BEAR RIGHT ONTO THE EXIT TO STATE HIGHWAY 47 AND GO SOUTHEAST FOR 1.3
 BM0048'KM (0.80 MI) TO A CROSSROAD.  TURN RIGHT ONTO THE RIVERSIDE CAMPUS
 BM0048'ENTRANCE DRIVE AND GO SOUTHWEST FOR 0.2 KM (0.10 MI) TO A GATE THAT
 BM0048'CLOSES ALLOWING ONLY EGRESS AFTER 6 PM.  CONTINUE FORWARD ON FIFTH
 BM0048'STREET AND GO SOUTHWEST THEN WEST FOR 0.45 MI (0.72 KM) TO THE FIRST
 BM0048'CROSSROAD.  TURN LEFT AND GO SOUTH ON BRYAN ROAD FOR 0.08 KM (0.05 MI)
 BM0048'TO A ROAD RIGHT AND SMETANA AZIMUTH MARK AHEAD RIGHT.  TURN RIGHT AND
 BM0048'GO WEST ON SIXTH STREET FOR 0.5 KM (0.30 MI) TO CROSSROAD AVENUE C AND
 BM0048'THE MAINTENANCE OFFICE TO THE RIGHT, 0.65 KM (0.40 MI) NORTH AT THE
 BM0048'JUNCTION OF AVENUE C AND SECOND STREET.  CONTINUE FORWARD ON SIXTH
 BM0048'STREET AND GO WEST FOR 0.25 KM (0.15 MI) TO A CONCRETE AREA AHEAD AND
 BM0048'STATION ON RIGHT.  THE MARK IS A CGS TRIANGULATION DISK IN A 30 CM (12
 BM0048'IN) SQUARED CONCRETE POST IN A LOW GRASSY AREA THAT RECEIVES SURFACE
 BM0048'DRAINAGE AND IS PRONE TO FLOODING. THE STATION IS LOCATED ABOUT 15.3 M
 BM0048'(50.2 FT) NORTH FROM SIXTH STREET CENTER, 10.0 M (32.8 FT) EAST FROM
 BM0048'THE EAST EDGE OF CONCRETE, 15.7 M (51.5 FT) SOUTH FROM THE SOUTH EDGE
 BM0048'OF A CONCRETE DRIVEWAY, 8.8 M (28.9 FT) EAST-NORTHEAST FROM A FIRE
 BM0048'HYDRANT WITH PLASTIC NGS WITNESS POST, 11.6 M (38.1 FT) NORTHEAST FROM
 BM0048'A STOP SIGN, 12.9 M (42.3 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER
 BM0048'OF BUILDING NUMBER 7061, 43.2 M (141.7 FT) WEST FROM SMETANA RM 1 AND
 BM0048'45.0 M (147.6 FT) SOUTHEAST FROM SMETANA RM 2.  THE MARK IS FLUSH WITH
 BM0048'THE GROUND AND ABOUT 0.3 M (1.0 FT) LOWER THAN SIXTH STREET.
 BM0048
 BM0048                          STATION RECOVERY (2001)
 BM0048
 BM0048'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 BM0048'STATION, RM 1, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION, RM 2 NOT
 BM0048' 
 BM0048'RECOVERED AFTER CURSORY SEARCH. MANDATORY CONTACT BEFORE OCCUPYING
 BM0048'STATION IS JAN TIMM, EIGHT THIRTY TO FOUR THIRTY
 BM0048'LOCAL TIME.
 BM0048
 BM0048                          STATION RECOVERY (2002)
 BM0048
 BM0048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FG)
 BM0048'RM 2 NOT RECOVERED.  RM 1 AND AZIMUTH MARK RECOVERED IN GOOD
 BM0048'CONDITION.
 BM0048
 BM0048                          STATION RECOVERY (2004)
 BM0048
 BM0048'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (WDW)
 BM0048'RECOVERED IN GOOD CONDITION.
 BM0048
 BM0048                          STATION RECOVERY (2005)
 BM0048
 BM0048'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2005 (WDW)
 BM0048'RECOVERED IN GOOD CONDITION.
 BM0048
 BM0048                          STATION RECOVERY (2005)
 BM0048
 BM0048'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 BM0048'THE PERSON TO CONTACT IS NOW BRENDA HEFNER (979-845-6270).  THE FRONT
 BM0048'GATE IS OPEN FROM 0630 TO 1830.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0047 ***********************************************************************
 BM0047  DESIGNATION -  SMETANA AZ MK
 BM0047  PID         -  BM0047
 BM0047  STATE/COUNTY-  TX/BRAZOS
 BM0047  USGS QUAD   -  BRYAN WEST (1980)
 BM0047
 BM0047                         *CURRENT SURVEY CONTROL
 BM0047  ___________________________________________________________________
 BM0047* NAD 83(1986)-  30 38 16.     (N)    096 28 04.     (W)     SCALED    
 BM0047* NAVD 88     -        79.86   (+/-2cm)     262.0    (feet)  VERTCON   
 BM0047  ___________________________________________________________________
 BM0047  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BM0047
 BM0047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0047
 BM0047.The horizontal coordinates were scaled from a topographic map and have
 BM0047.an estimated accuracy of +/- 6 seconds.
 BM0047
 BM0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0047.The vertical order pertains to the NGVD 29 superseded value.
 BM0047
 BM0047.The geoid height was determined by GEOID03.
 BM0047
 BM0047;                    North         East    Units  Estimated Accuracy
 BM0047;SPC TX C     - 3,114,090.    1,070,450.      MT  (+/- 180 meters Scaled)
 BM0047
 BM0047                          SUPERSEDED SURVEY CONTROL
 BM0047
 BM0047  NGVD 29 (??/??/92)   79.824  (m)          261.89   (f) ADJ UNCH    2 0
 BM0047
 BM0047.Superseded values are not recommended for survey control.
 BM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0047.See file dsdata.txt to determine how the superseded data were derived.
 BM0047
 BM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU426921(NAD 83)
 BM0047_MARKER: DZ = AZIMUTH MARK DISK
 BM0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0047_STAMPING: SMETANA 1943
 BM0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0047+STABILITY: SURFACE MOTION
 BM0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0047+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 BM0047
 BM0047  HISTORY     - Date     Condition        Report By
 BM0047  HISTORY     - 1943     MONUMENTED       CGS
 BM0047  HISTORY     - 1944     GOOD             NGS
 BM0047  HISTORY     - 19940820 GOOD             USPSQD
 BM0047  HISTORY     - 20021006 GOOD             INDIV
 BM0047  HISTORY     - 20040420 GOOD             TXDOT
 BM0047  HISTORY     - 20050518 GOOD             TXDOT
 BM0047  HISTORY     - 20060518 GOOD             USPSQD
 BM0047
 BM0047                          STATION DESCRIPTION
 BM0047
 BM0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BM0047'7.2 MI SW FROM BRYAN.
 BM0047'ABOUT 7.2 MILES SOUTHWEST FROM THE COURTHOUSE AT BRYAN BRAZOS COUNTY,
 BM0047'AT THE BRYAN ARMY AIR FIELD, 50 FEET WEST OF CENTER LINE OF BRYAN
 BM0047'ROAD, 50 FEET SOUTH OF CENTER LINE OF 6 STREET, A STANDARD
 BM0047'TRIANGULATION AZIMUTH DISK, STAMPED SMETANA 1943, SET IN THE TOP OF A
 BM0047'CONCRETE POST.
 BM0047
 BM0047                          STATION RECOVERY (1994)
 BM0047
 BM0047'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0047'RECOVERED IN GOOD CONDITION.
 BM0047
 BM0047                          STATION RECOVERY (2002)
 BM0047
 BM0047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FG)
 BM0047'RECOVERED IN GOOD CONDITION.
 BM0047
 BM0047                          STATION RECOVERY (2004)
 BM0047
 BM0047'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (WDW)
 BM0047'RECOVERED IN GOOD CONDITION.
 BM0047
 BM0047                          STATION RECOVERY (2005)
 BM0047
 BM0047'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2005 (WDW)
 BM0047'GPS OBSERVED WITH LAT - 30 38 16.3883 N AND LON - 096 28 04.3905 W
 BM0047
 BM0047                          STATION RECOVERY (2006)
 BM0047
 BM0047'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 BM0047'DUE TO A NEARBY TREE, THE MARK IS ONLY MARGINALLY GPS'ABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0049 ***********************************************************************
 BM0049  DESIGNATION -  SMETANA RM 1
 BM0049  PID         -  BM0049
 BM0049  STATE/COUNTY-  TX/BRAZOS
 BM0049  USGS QUAD   -  BRYAN WEST (1980)
 BM0049
 BM0049                         *CURRENT SURVEY CONTROL
 BM0049  ___________________________________________________________________
 BM0049* NAD 83(1986)-  30 38 18.     (N)    096 28 31.     (W)     SCALED    
 BM0049* NAVD 88     -        79.70   (+/-2cm)     261.5    (feet)  VERTCON   
 BM0049  ___________________________________________________________________
 BM0049  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BM0049
 BM0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0049
 BM0049.The horizontal coordinates were scaled from a topographic map and have
 BM0049.an estimated accuracy of +/- 6 seconds.
 BM0049
 BM0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0049.The vertical order pertains to the NGVD 29 superseded value.
 BM0049
 BM0049.The geoid height was determined by GEOID03.
 BM0049
 BM0049;                    North         East    Units  Estimated Accuracy
 BM0049;SPC TX C     - 3,114,130.    1,069,730.      MT  (+/- 180 meters Scaled)
 BM0049
 BM0049                          SUPERSEDED SURVEY CONTROL
 BM0049
 BM0049  NGVD 29 (??/??/92)   79.673  (m)          261.39   (f) ADJ UNCH    2 0
 BM0049
 BM0049.Superseded values are not recommended for survey control.
 BM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0049.See file dsdata.txt to determine how the superseded data were derived.
 BM0049
 BM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU419922(NAD 83)
 BM0049_MARKER: DR = REFERENCE MARK DISK
 BM0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0049_STAMPING: SMETANA 1943 1
 BM0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0049+STABILITY: SURFACE MOTION
 BM0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0049+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 BM0049
 BM0049  HISTORY     - Date     Condition        Report By
 BM0049  HISTORY     - 1943     MONUMENTED       CGS
 BM0049  HISTORY     - 1944     GOOD             NGS
 BM0049  HISTORY     - 19940820 GOOD             USPSQD
 BM0049  HISTORY     - 20021006 GOOD             INDIV
 BM0049  HISTORY     - 20050518 GOOD             TXDOT
 BM0049  HISTORY     - 20060518 GOOD             USPSQD
 BM0049
 BM0049                          STATION DESCRIPTION
 BM0049
 BM0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BM0049'7.7 MI SW FROM BRYAN.
 BM0049'ABOUT 7.7 MILES SOUTHWEST FROM THE COURTHOUSE AT BRYAN BRAZOS COUNTY,
 BM0049'AT THE BRYAN ARMY AIR FIELD, 50. FEET NORTH OF THE CENTER LINE OF
 BM0049'SIXTH STREET, 1 FOOT WEST OF THE SOUTHEAST CORNER OF POST OPERATION
 BM0049'BUILDING, A STANDARD TRIANGULATION REFERENCE DISK, STAMPED SMETANA
 BM0049'1943 NO. 1, SET IN THE TOP OF A CONCRETE BLOCK, PROJECTING 4 INCHES
 BM0049'ABOVE THE GROUND.
 BM0049
 BM0049                          STATION RECOVERY (1994)
 BM0049
 BM0049'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0049'RECOVERED IN GOOD CONDITION.
 BM0049
 BM0049                          STATION RECOVERY (2002)
 BM0049
 BM0049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FG)
 BM0049'RECOVERED IN GOOD CONDITION.
 BM0049
 BM0049                          STATION RECOVERY (2005)
 BM0049
 BM0049'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2005 (WDW)
 BM0049'GPS OBSERVED LAT = 30 38 17.4245 N AND LON = 096 28 29.8664 W
 BM0049
 BM0049                          STATION RECOVERY (2006)
 BM0049
 BM0049'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 BM0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0050 ***********************************************************************
 BM0050  DESIGNATION -  SMETANA RM 2
 BM0050  PID         -  BM0050
 BM0050  STATE/COUNTY-  TX/BRAZOS
 BM0050  USGS QUAD   -  BRYAN WEST (1980)
 BM0050
 BM0050                         *CURRENT SURVEY CONTROL
 BM0050  ___________________________________________________________________
 BM0050* NAD 83(1986)-  30 38 18.     (N)    096 28 31.     (W)     SCALED    
 BM0050* NAVD 88     -        79.86   (+/-2cm)     262.0    (feet)  VERTCON   
 BM0050  ___________________________________________________________________
 BM0050  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BM0050
 BM0050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0050
 BM0050.The horizontal coordinates were scaled from a topographic map and have
 BM0050.an estimated accuracy of +/- 6 seconds.
 BM0050
 BM0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0050.The vertical order pertains to the NGVD 29 superseded value.
 BM0050
 BM0050.The geoid height was determined by GEOID03.
 BM0050
 BM0050;                    North         East    Units  Estimated Accuracy
 BM0050;SPC TX C     - 3,114,130.    1,069,730.      MT  (+/- 180 meters Scaled)
 BM0050
 BM0050                          SUPERSEDED SURVEY CONTROL
 BM0050
 BM0050  NGVD 29 (??/??/92)   79.831  (m)          261.91   (f) ADJ UNCH    2 0
 BM0050
 BM0050.Superseded values are not recommended for survey control.
 BM0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0050.See file dsdata.txt to determine how the superseded data were derived.
 BM0050
 BM0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU419922(NAD 83)
 BM0050_MARKER: DR = REFERENCE MARK DISK
 BM0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0050_SP_SET: DRILL HOLE
 BM0050_STAMPING: SMETANA 1943 2
 BM0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0050+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 BM0050
 BM0050  HISTORY     - Date     Condition        Report By
 BM0050  HISTORY     - 1943     MONUMENTED       CGS
 BM0050  HISTORY     - 1944     GOOD             NGS
 BM0050  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0050  HISTORY     - 20030517 GOOD             USPSQD
 BM0050  HISTORY     - 20050518 GOOD             TXDOT
 BM0050  HISTORY     - 20060518 GOOD             USPSQD
 BM0050
 BM0050                          STATION DESCRIPTION
 BM0050
 BM0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BM0050'7.7 MI SW FROM BRYAN.
 BM0050'ABOUT 7.7 MILES SOUTHWEST FROM THE COURTHOUSE AT BRYAN BRAZOS COUNTY,
 BM0050'AT THE BRYAN ARMY AIR FIELD, 75 FEET WEST OF THE SOUTHWEST LEG OF THE
 BM0050'SOUTH ONE OF TWO CONTROL TOWERS, IN THE EAST EDGE OF THE CONCRETE
 BM0050'APRON OF THE RUNWAY, A STANDARD TRIANGULATION REFERENCE MARK DISK,
 BM0050'STAMPED SMETANA 1943 NO. 2, SET IN A DRILL HOLE.
 BM0050
 BM0050                          STATION RECOVERY (1994)
 BM0050
 BM0050'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0050'MARK NOT FOUND.
 BM0050
 BM0050                          STATION RECOVERY (2003)
 BM0050
 BM0050'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0050'ABOUT 7.7 MILES SW OF THE COURTHOUSE IN BRYAN AT AN OLD AIR FIELD.
 BM0050'DISK IS IN THE EAST EDGE OF CONCRETE APRON OF THE RUNWAY. IT IS 147.6
 BM0050'FT. NNW OF STATION SMETANA AND IS NEAR THE SW CORNER OF A CONCRETE PAD
 BM0050'FOR A TRASH DUMPSTER.  IT IS ABOUT 190 FT. N OF THE END OF SIXTH
 BM0050'STREET. IT IS UNLIKELY THAT THE REFERENCE FROM THE CONTROL TOWER HAS
 BM0050'EVER BEEN CORRECT AS EVIDENCED BY THE 1957 RECOVERY NOTE FOR STATION
 BM0050'SMETANA.
 BM0050
 BM0050                          STATION RECOVERY (2005)
 BM0050
 BM0050'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2005 (WDW)
 BM0050'GPS OBSERVED LAT = 30 38 18.8079 N AND LON = 096 28 31.8646 W
 BM0050
 BM0050                          STATION RECOVERY (2006)
 BM0050
 BM0050'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 BM0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1178 ***********************************************************************
 DN1178  DESIGNATION -  SMILEY
 DN1178  PID         -  DN1178
 DN1178  STATE/COUNTY-  TX/DENTON
 DN1178  USGS QUAD   -  CELINA (1960)
 DN1178
 DN1178                         *CURRENT SURVEY CONTROL
 DN1178  ___________________________________________________________________
 DN1178* NAD 83(1993)-  33 16 35.09821(N)    096 52 13.84242(W)     ADJUSTED  
 DN1178* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 DN1178  ___________________________________________________________________
 DN1178  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DN1178  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN1178
 DN1178  HORZ ORDER  -  FIRST
 DN1178
 DN1178.The horizontal coordinates were established by classical geodetic methods
 DN1178.and adjusted by the National Geodetic Survey in February 1996..
 DN1178
 DN1178.The orthometric height was scaled from a topographic map.
 DN1178
 DN1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1178
 DN1178.The geoid height was determined by GEOID03.
 DN1178
 DN1178;                    North         East     Units Scale Factor Converg.
 DN1178;SPC TXNC     - 2,179,682.678   751,780.038   MT  0.99988029   +0 53 19.4
 DN1178;SPC TXNC     - 7,151,175.59  2,466,465.01   sFT  0.99988029   +0 53 19.4
 DN1178;UTM  14      - 3,683,953.869   698,323.616   MT  1.00008496   +1 10 07.6
 DN1178
 DN1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1178!SPC TXNC     -   0.99997469  x   0.99988029  =   0.99985498
 DN1178!UTM  14      -   0.99997469  x   1.00008496  =   1.00005965
 DN1178
 DN1178|---------------------------------------------------------------------|
 DN1178| PID    Reference Object                     Distance      Geod. Az  |
 DN1178|                                                           dddmmss.s |
 DN1178| CY2311 SMILEY RM 1                         115.565 METERS 03842     |
 DN1178| DN1177 CELINA MUNICIPAL TANK               APPROX. 9.4 KM 0580741.2 |
 DN1178| DN1164 ATT CO RELAY TOWER KKH 66           APPROX.14.6 KM 1401512.9 |
 DN1178| CY2309 SMILEY AZ MK 2                                     1494834.0 |
 DN1178| CY2310 SMILEY AZ MK 3                                     1494836.0 |
 DN1178| DN1163 FRISCO MUNICIPAL TANK               APPROX.14.8 KM 1621406.4 |
 DN1178| DN1171 LEWISVILLE OLD MUN STANDPIPE        APPROX.28.1 KM 2042816.6 |
 DN1178| DN1170 LEWISVILLE MUNICIPAL TANK           APPROX.27.9 KM 2044431.5 |
 DN1178| CY2308 SMILEY AZ MK                                       2162740.6 |
 DN1178| DN1180 AUBREY MUNICIPAL TANK               APPROX.11.0 KM 2851844.7 |
 DN1178| DN1184 PILOT POINT MUNICIPAL TANK          APPROX.15.6 KM 3272753.0 |
 DN1178| CY2312 SMILEY RM 2                          99.908 METERS 33615     |
 DN1178|---------------------------------------------------------------------|
 DN1178
 DN1178                          SUPERSEDED SURVEY CONTROL
 DN1178
 DN1178  NAD 83(1993)-  33 16 35.09967(N)    096 52 13.83622(W) AD(       ) 1
 DN1178  NAD 83(1986)-  33 16 35.10388(N)    096 52 13.82947(W) AD(       ) 1
 DN1178  NAD 27      -  33 16 34.68300(N)    096 52 12.82400(W) AD(       ) 1
 DN1178
 DN1178.Superseded values are not recommended for survey control.
 DN1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1178.See file dsdata.txt to determine how the superseded data were derived.
 DN1178
 DN1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9832483954(NAD 83)
 DN1178_MARKER: DS = TRIANGULATION STATION DISK
 DN1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1178
 DN1178  HISTORY     - Date     Condition        Report By
 DN1178  HISTORY     - 1935     MONUMENTED       CGS
 DN1178  HISTORY     - 1937     GOOD             TXHD
 DN1178  HISTORY     - 1938     GOOD             TXGS
 DN1178  HISTORY     - 1943     GOOD             LOCSUR
 DN1178  HISTORY     - 1955     GOOD             CGS
 DN1178  HISTORY     - 1957     GOOD             CGS
 DN1178  HISTORY     - 1958     GOOD             USGS
 DN1178  HISTORY     - 19950706 MARK NOT FOUND   USPSQD
 DN1178
 DN1178                          STATION DESCRIPTION
 DN1178
 DN1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1178'THIS STATION IS ABOUT 4-1/2 MILES NW OF PROSPER.  7 MILES SW
 DN1178'OF CELINA AND 10 MILES NNW OF FRISCO ON THE W SIDE OF A N-S
 DN1178'RIDGE ON LANE OWNED BY MR. SMILEY.  THE MARK IS IN A N-S
 DN1178'FENCE LINE BETWEEN A FIELD TO THE E.  AND A PASTURE TO THE
 DN1178'W.  278 FEET S OF THE NW CORNER OF THE FIELD (AT THE END
 DN1178'OF A LANE).  AND PROJECTS 2 INCHES.
 DN1178'
 DN1178'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1178'BRONZE DISKS SET IN CONCRETE.
 DN1178'
 DN1178'REFERENCE MARK NO. 1 IS NE OF THE STATION.  1 FOOT S OF THE
 DN1178'N LANE FENCE.  247 FEET E OF THE END OF THE LANE, AND IS SET
 DN1178'FLUSH.
 DN1178'
 DN1178'REFERENCE MARK NO. 2 IS NW OF THE STATION.  1/2 FOOT S OF THE
 DN1178'N PASTURE FENCE.  122 FEET W OF THE END OF THE LANE AND PROJECTS
 DN1178'3 INCHES.
 DN1178'
 DN1178'THE AZIMUTH MARK IS SW OF THE STATION.  1/2 FOOT S OF THE S
 DN1178'RIGHT-OF-WAY FENCE OF AN E-W ROAD.  70 YARDS SSW OF A FARMHOUSE.
 DN1178'65 YARDS S OF A WELL, AND PROJECTS 3 INCHES.
 DN1178'
 DN1178'TO REACH FROM PROSPER, GO N ON STATE HIGHWAY 14, 0.8 MILE,
 DN1178'TURN W, GO 2.2 MILES, TURN N, GO 0.5 MILE, TURN W, GO 1.4 MILES.
 DN1178'TURN N, GO 1.6 MILES TO MR. SMILEYS FARM.  GO INTO BARNYARD,
 DN1178'AND FOLLOW LANE W 0.25 MILE TO THE PASTURE.  THE STATION IS
 DN1178'THEN 278 FEET S.
 DN1178'
 DN1178'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 DN1178
 DN1178                          STATION RECOVERY (1937)
 DN1178
 DN1178'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1178'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DN1178'DESCRIPTION SATISFACTORY.
 DN1178
 DN1178                          STATION RECOVERY (1938)
 DN1178
 DN1178'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1178'STATION RECOVERED IN EXCELLENT CONDITION.
 DN1178
 DN1178                          STATION RECOVERY (1943)
 DN1178
 DN1178'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943 (RHB)
 DN1178'FROM LETTER DATED JAN. 27, 1944, TO SECTION OF LEVELING,--
 DN1178'FROM ROBERT H. BARNES OF GENERAL GEOPHYSICAL CO.--
 DN1178'I HAVE RECENTLY VISITED THE FOLLOWING MONUMENTS SET BY THE U.S.
 DN1178'COAST AND GEODETIC SURVEY AND FOUND THEIR CONDITION AS NOTED
 DN1178'BELOW.
 DN1178'
 DN1178'TRIANGULATION STATION SMILEY, DENTON COUNTY, TEXAS.  IN GOOD
 DN1178'CONDITION.  DESCRIPTION SATISFACTORY.
 DN1178
 DN1178                          STATION RECOVERY (1955)
 DN1178
 DN1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1178'STATION MARK, REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED
 DN1178'AND FOUND TO BE IN EXCELLENT CONDITION.  THE AZIMUTH MARK WAS
 DN1178'OBSTRUCTED BY A HOUSE BUILT SINCE THE STATION WAS ESTABLISHED
 DN1178'IN 1935.  THE OLD AZIMUTH MARK WAS DESTROYED AND A NEW AZIMUTH
 DN1178'WAS ESTABLISHED.
 DN1178'
 DN1178'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DN1178'
 DN1178'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF
 DN1178'FRISCO, ABOUT 7 MILES SOUTHWEST OF CELINA AND ABOUT 4.5
 DN1178'MILES NORTHWEST OF PROSPER ON PROPERTY OWNED BY MR. SMILEY.
 DN1178'IT IS 278 FEET SOUTH OF THE NORTHWEST CORNER OF A GRAIN FIELD
 DN1178'AT THE END OF THE LANE, 0.5 FEET WEST OF A FENCE AND 0.5 FEET
 DN1178'NORTH OF A WITNESS POST.  IT IS STAMPED SMILEY 1935 AND PROJECTS
 DN1178'2 INCHES.
 DN1178'
 DN1178'R.M. NO. 1 IS 245 FEET EAST OF THE END OF THE LANE, 7 FEET
 DN1178'NORTH OF THE CENTER OF THE LANE AND 0.5 FEET SOUTH OF A FENCE.
 DN1178'IT IS STAMPED SMILEY NO 1 1935 AND IS SET FLUSH.
 DN1178'
 DN1178'R.M. NO. 2 IS 122 FEET WEST OF THE END OF THE LANE AND 2 FEET
 DN1178'SOUTH OF A FENCE.  IT IS STAMPED SMILEY NO 2 1935 AND PROJECTS
 DN1178'3 INCHES.
 DN1178'
 DN1178'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A ROAD, 21
 DN1178'FEET SOUTH OF A TELEPHONE POLE, 18 FEET NORTH OF THE CENTER
 DN1178'OF A ROAD AND 1 FOOT NORTHWEST OF A FENCE CORNER.  IT IS STAMPED
 DN1178'SMILEY 1935 RESET 1955 AND PROJECTS 5 INCHES.
 DN1178'
 DN1178'TO REACH THE STATION FROM THE POST OFFICE IN PROSPER, GO EAST
 DN1178'FOR 0.1 MILE TO STATE HIGHWAY 289.  TURN LEFT AND GO NORTH ON
 DN1178'STATE 289 FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 DN1178'WEST 2.0 MILES TO A T INTERSECTION.  TURN RIGHT AND GO NORTH
 DN1178'0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST 1.4 MILES
 DN1178'TO A T INTERSECTION.  TURN RIGHT AND GO NORTH 0.8 MILE TO THE
 DN1178'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.65 MILE TO THE
 DN1178'DRIVEWAY TO MR. SMILEYS HOUSE.  TURN LEFT AND GO WEST BETWEEN
 DN1178'HOUSE AND BARN FOR 0.35 MILE TO THE END OF THE LANE AND THE
 DN1178'STATION ON THE LEFT AS DESCRIBED.
 DN1178
 DN1178                          STATION RECOVERY (1957)
 DN1178
 DN1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1178'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 DN1178'CONDITION.  THE 1955 RECOVERY NOTE IS ADEQUATE.
 DN1178
 DN1178                          STATION RECOVERY (1958)
 DN1178
 DN1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1178'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 DN1178'
 DN1178'THE STATION IS LOCATED ABOUT 10 MILES NNW OF FRISCO, ABOUT 7
 DN1178'MILES SW OF CELINA, ABOUT 4.5 MILES NW OF PROSPER, IN A
 DN1178'PLOWED FIELD, 0.35 MILES W OF A GRAVEL ROAD, 302 FEET S OF A
 DN1178'FENCE, ON AN OLD FENCE ROW STILL VISIBLE IN PLOWED FIELD.
 DN1178'A T-FENCE CORNER N BEARS 144 07 MIN 54 SEC 374.5 FEET.
 DN1178
 DN1178                          STATION RECOVERY (1995)
 DN1178
 DN1178'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1968 ***********************************************************************
 AY1968  DESIGNATION -  SMITH
 AY1968  PID         -  AY1968
 AY1968  STATE/COUNTY-  TX/BEXAR
 AY1968  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1968
 AY1968                         *CURRENT SURVEY CONTROL
 AY1968  ___________________________________________________________________
 AY1968* NAD 83(1993)-  29 41 16.16957(N)    098 45 47.23004(W)     ADJUSTED  
 AY1968* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 AY1968  ___________________________________________________________________
 AY1968  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 AY1968  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AY1968
 AY1968  HORZ ORDER  -  FIRST
 AY1968
 AY1968.The horizontal coordinates were established by classical geodetic methods
 AY1968.and adjusted by the National Geodetic Survey in February 1996..
 AY1968
 AY1968.The orthometric height was scaled from a topographic map.
 AY1968
 AY1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1968
 AY1968.The geoid height was determined by GEOID03.
 AY1968
 AY1968;                    North         East     Units Scale Factor Converg.
 AY1968;SPC TXSC     - 4,205,551.014   622,924.201   MT  0.99988214   +0 06 57.8
 AY1968;SPC TXSC     -13,797,711.95  2,043,710.48   sFT  0.99988214   +0 06 57.8
 AY1968;UTM  14      - 3,284,218.103   522,917.781   MT  0.99960648   +0 07 02.4
 AY1968
 AY1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1968!SPC TXSC     -   0.99991315  x   0.99988214  =   0.99979530
 AY1968!UTM  14      -   0.99991315  x   0.99960648  =   0.99951967
 AY1968
 AY1968:                Primary Azimuth Mark                     Grid Az
 AY1968:SPC TXSC     -  BOERNE MUNICIPAL STANDPIPE               010 03 42.5
 AY1968:UTM  14      -  BOERNE MUNICIPAL STANDPIPE               010 03 37.9
 AY1968
 AY1968|---------------------------------------------------------------------|
 AY1968| PID    Reference Object                     Distance      Geod. Az  |
 AY1968|                                                           dddmmss.s |
 AY1968| AY1950 BOERNE MUNICIPAL STANDPIPE          APPROX.14.3 KM 0101040.3 |
 AY1968| AY1952 BOERNE MUNICIPAL TANK               APPROX.11.1 KM 0161500.5 |
 AY1968| AY1953 BOERNE POLICE RAD KKI 413 MAST      APPROX.12.4 KM 0251932.3 |
 AY1968| CV6356 SMITH AZ MK                                        0271055.2 |
 AY1968| AY1969 SMITH USGS 1924                       0.155 METERS 18511     |
 AY1968| AY1966 SMITH 1924 RM 1                      12.687 METERS 24851     |
 AY1968| AY1967 SMITH 1924 RM 2                      29.065 METERS 29919     |
 AY1968|---------------------------------------------------------------------|
 AY1968
 AY1968                          SUPERSEDED SURVEY CONTROL
 AY1968
 AY1968  NAD 83(1986)-  29 41 16.17487(N)    098 45 47.21365(W) AD(       ) 1
 AY1968  NAD 27      -  29 41 15.36800(N)    098 45 46.12400(W) AD(       ) 1
 AY1968
 AY1968.Superseded values are not recommended for survey control.
 AY1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1968.See file dsdata.txt to determine how the superseded data were derived.
 AY1968
 AY1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2291884218(NAD 83)
 AY1968_MARKER: DS = TRIANGULATION STATION DISK
 AY1968_SETTING: 66 = SET IN ROCK OUTCROP
 AY1968_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 AY1968
 AY1968  HISTORY     - Date     Condition        Report By
 AY1968  HISTORY     - 1924     MONUMENTED       CGS
 AY1968  HISTORY     - 1937     GOOD             CGS
 AY1968  HISTORY     - 1943     GOOD             CGS
 AY1968  HISTORY     - 1953     GOOD             AMS
 AY1968  HISTORY     - 1956     GOOD             CGS
 AY1968  HISTORY     - 1988     GOOD             USPSQD
 AY1968
 AY1968                          STATION DESCRIPTION
 AY1968
 AY1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY1968'ABOUT 32 MILES BY ROAD OR 23 MILES DIRECT NW OF SAN ANTONIO,
 AY1968'8 MILES S OF BOERNE, 2 MILES SW OF TIM SCHWOPES HOUSE ON
 AY1968'BALCONES CREEK, AND NE OF SAN GERONIMO CREEK.  IT IS ON A
 AY1968'ROCKY RIDGE COVERED WITH TREES ABOUT 20 FEET IN HEIGHT.
 AY1968'
 AY1968'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN DEPRESSION
 AY1968'IN ROCK.
 AY1968'
 AY1968'TWO REFERENCE MARKS WERE SET, STANDARD DISKS IN CONCRETE IN
 AY1968'DEPRESSIONS IN OUTCROPPING BEDROCK.
 AY1968'
 AY1968'REFERENCE MARK NO. 1 IS 12.688 METERS (41.63 FEET) FROM
 AY1968'STATION S 69 DEG 38 MIN W.
 AY1968'
 AY1968'REFERENCE MARK NO. 2 IS 29.066 METERS (95.36 FEET), N 60 DEG 22 MIN W.
 AY1968'38 MIN.
 AY1968'
 AY1968'SMITH (U.S.G.S.) IS ON THE SAME ROCK.  IT IS MARKED BY A TABLET,
 AY1968'ONE SIDE OF WHICH HAS BEEN BROKEN OFF.  IT IS 0.155 METER
 AY1968'(0.51 FOOT) FROM STATION, S 05 DEG 13 MIN W.  FROM BOERNE
 AY1968'GARAGE TAKE ROAD WESTWARD 4 MILES TO BALCONES CREEK, THEN UP
 AY1968'BALCONES CREEK ABOUT 1-1/4 MILES TO MR. SCHWOPES HOUSE, THENCE
 AY1968'UP THE DRAW THROUGH PASTURES TO TOP OF DIVIDE WHERE OLD TRAIL
 AY1968'DESCENDS INTO CANYON TO SW.  FROM TOP OF DIVIDE STATION BEARS
 AY1968'SW AND IS DISTANT ABOUT 1/2 MILE.  GO UP THE POINT OF RIDGE
 AY1968'TO LEFT TO TOP OF RIDGE, CROSS HEAD OF SMALL CANYON, AND
 AY1968'FOLLOW RIDGE SW OF STATION.  ELEVATION OF STATION--576.7
 AY1968'METERS (1892 FEET).
 AY1968
 AY1968                          STATION RECOVERY (1937)
 AY1968
 AY1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 AY1968'RECOVERED AS DESCRIBED.  ALL MARKS ARE IN GOOD CONDITION.  ABOUT
 AY1968'32.0 MILES BY ROAD OR 23.0 MILES DIRECT NW OF SAN ANTONIO,
 AY1968'9.3 MILES BY ROAD AND TRAIL W OF S FROM BOERNE.  ABOUT 3.4
 AY1968'MILES BY ROAD AND TRAIL SW OF THE SCHWOPE SCHOOLHOUSE.  IT IS
 AY1968'2.0 MILES BY ROAD AND TRAIL SW OF TIM SCHWOPES HOUSE ON
 AY1968'BALCONE CREEK.  IT IS ON A ROCKY RIDGE COVERED WITH CEDAR
 AY1968'TREES ABOUT 20 FEET IN HEIGHT, ON PROPERTY BELONGING TO MR.
 AY1968'CROW WHO LIVES ABOUT 3.0 MILES E OF THE STATION.
 AY1968'
 AY1968'THE STATION IS MARKED WITH A STANDARD DISK CEMENTED IN OUTCROP
 AY1968'ROCK.  TWO REFERENCE MARKS ARE STANDARD DISKS.
 AY1968'
 AY1968'U.S.G.S. MARK IN SAME ROCK IS STANDARD TABLET, ONE SIDE OF
 AY1968'WHICH HAS BEEN BROKEN OFF.  IT IS 0.155 METER (0.51 FOOT) FROM
 AY1968'THE STATION S 05 DEG 13 MIN W.
 AY1968'
 AY1968'TO REACH THE STATION FROM BOERNE, GO TO S SIDE OF TOWN ON
 AY1968'HIGHWAY 87, TURN W AT TEXAS HIGHWAY DEPARTMENT GARAGE AND GO W
 AY1968'ON THE BANDERA ROAD 0.6 MILE TO WHERE BANDERA ROAD JOGS S THEN
 AY1968'TURNS W.  THERE CONTINUE S ON COUNTY ROAD FOR 4.3 MILES TO
 AY1968'FORKS OF ROADS AT BALCONE CREEK.  IMMEDIATELY AFTER PASSING
 AY1968'THROUGH CATTLE GUARD.  THERE TAKE RIGHT FORK UP BALCONE CREEK
 AY1968'FOR 2.0 MILES TO TIM SCHWOPES HOUSE AND CONTINUE UP THE DRAW
 AY1968'FOR 0.4 MILE TO FORKS OF ROAD.  THERE BEAR LEFT ON DIM ROAD
 AY1968'AND GO 0.6 MILE TO SE CORNER OF CULTIVATED FIELD.  THIS IS
 AY1968'THE END OF TRUCK TRAVEL.  FROM THERE FOLLOW OLD TRAIL
 AY1968'WESTWARD UP THE DRAW ABOUT 0.3 MILE TO TOP OF DIVIDE
 AY1968'WHERE THE TRAIL DIPS INTO A CANYON TO THE WESTWARD.  THERE
 AY1968'LEAVE THE TRAIL AND HEAD UP POINT OF RIDGE SW KEEPING LARGE
 AY1968'CANYON ON RIGHT.  GO ABOUT 0.5 MILE TO HIGHEST POINT OF
 AY1968'RIDGE AND STATION.
 AY1968'
 AY1968'THE LUMBER OF THE OLD SIGNAL, WHICH IS BADLY DECAYED, IS
 AY1968'SCATTERED ABOUT THE STATION MARK.  THE RIDGE CAN BE SEEN FROM
 AY1968'THE SCHOPES HOUSE.
 AY1968'
 AY1968'NOTE--AZIMUTH MARK CANNOT BE ESTABLISHED ON ACCOUNT OF THICK
 AY1968'TREES IN ALL DIRECTIONS.
 AY1968
 AY1968                          STATION RECOVERY (1943)
 AY1968
 AY1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1968'THE STATION WAS RECOVERED AS DESCRIBED, WITH ALL THE MARKS IN
 AY1968'GOOD CONDITION.  HOWEVER THIS PARTY USED A DIFFERENT ROUTE
 AY1968'TO REACH THE HILL AND STATION.  COMPLETE DESCRIPTION FOLLOWS--
 AY1968'THE STATION IS ABOUT 23 MILES NORTHWEST OF SAN ANTONIO AND 2
 AY1968'MILES WEST OF THE CROW RANCH HOUSE ON MR. CROWS PROPERTY.
 AY1968'IT IS ON THE HIGHEST POINT OF A FLAT-TOPPED TIMBERED RIDGE WHICH
 AY1968'IS KNOWN LOCALLY AS MT. SMITH.  THE MARK, IS AT THE
 AY1968'SOUTHEAST EDGE OF A SMALL CLEARING IN A LARGE FLAT SECTION OF
 AY1968'ROCK OUTCROP.  IT IS STAMPED SMITH 1924.
 AY1968'
 AY1968'REFERENCE MARK NO. 1, IS WEST-SOUTHWEST OF THE STATION
 AY1968'IN A LARGE FLAT SECTION OF ROCK OUTCROP.  IT IS STAMPED SMITH
 AY1968'1924.  REFERENCE MARK NO. 2, IS WEST-NORTHWEST
 AY1968'OF THE STATION IN A LARGE FLAT SECTION OF ROCK OUTCROP.  IT
 AY1968'IS STAMPED SMITH 1924.  NO AZIMUTH MARK WAS ESTABLISHED AT THIS
 AY1968'STATION BECAUSE IT IS SURROUNDED BY THICK TIMBER IN ALL
 AY1968'DIRECTIONS.
 AY1968'
 AY1968'SMITH (USGS) IS 0.155 METER, 0.51 FOOT, SOUTH OF THE STATION
 AY1968'IN THE SAME SECTION OF ROCK OUTCROP.  ALMOST HALF OF THE
 AY1968'STANDARD GEOLOGICAL SURVEY TABLET IS MISSING BUT THE REMAINDER
 AY1968'IS STILL IN PLACE.  IT IS NOT STAMPED.
 AY1968'
 AY1968'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND TEXAS HIGHWAY
 AY1968'16 AT THE SAN ANTONIO CITY HALL--GO NORTH ON TEXAS HIGHWAY
 AY1968'16 FOR 2.05 MILES AND TAKE THE LEFT FORK, HIGHWAY 16, AT THE
 AY1968'JUNCTION OF HIGHWAYS 16 AND 87.  GO NORTHWEST ON TEXAS HIGHWAY
 AY1968'16 FOR 15.9 MILES TO THE VILLAGE OF HELOTES AND CONTINUE
 AY1968'NORTH ON THE HIGHWAY.  GO 9.0 MILES AND KEEP NORTH ON THE
 AY1968'HIGHWAY AT A SMALL STORE ON THE LEFT.  GO 0.55 MILE AND TURN
 AY1968'RIGHT OFF THE HIGHWAY ONTO A GRAVEL ROAD LEADING EASTERLY.
 AY1968'GO 1.2 MILES AND PASS THRU A GATE.  GO 0.4 MILE AND PASS THRU
 AY1968'A GATE.  GO 0.1 MILE AND PASS THRU A GATE.  GO 0.4 MILE AND
 AY1968'KEEP STRAIGHT AHEAD, NORTH, AT A BUMPER GATE ON THE RIGHT.
 AY1968'GO 0.7 MILE AND PASS THRU A BUMPER GATE.  GO 0.95 MILE AND
 AY1968'BEAR RIGHT, PASS TO THE EAST OF THE SOUTHEAST CORNER OF A
 AY1968'YARD FENCE.  GO 0.05 MILE AND PASS THRU A BOARD GATE BETWEEN
 AY1968'TWO BUILDINGS.  CONTINUE NORTH FOR 0.05 MILE AND PASS THRU
 AY1968'AN OLD WIRE GATE.  GO 0.05 MILE AND TAKE A DIM LEFT
 AY1968'FORK.  GO 0.1 MILE AND TAKE A DIM RIGHT FORK.  GO 0.95
 AY1968'MILE AND PASS A SHEEPHERDERS WAGON ON THE LEFT.  GO 0.2
 AY1968'MILE AND TAKE A LEFT FORK.  FOLLOW THE DIM TRACKS NORTH AND
 AY1968'EASTERLY FOR 0.45 MILE TO A BOARD GATE IN A NORTH-SOUTH WIRE
 AY1968'FENCE, AND FOR ORDINARY PURPOSES THE END OF TRUCK TRAVEL.
 AY1968'THE STATION IS ON THE HIGH POINT OF THE TIMBERED RIDGE ABOUT
 AY1968'2/3 MILE EAST-NORTHEAST OF THIS GATE.  IT IS ABOUT 30
 AY1968'MINUTES PACK.
 AY1968
 AY1968                          STATION RECOVERY (1953)
 AY1968
 AY1968'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1968'STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS A STANDARD
 AY1968'TRIANGULATION STATION DISK SET FLUSH IN THE TOP OF A FLAT
 AY1968'ROCK OUTCROP AND IS STAMPED SMITH 1924.
 AY1968'
 AY1968'R.M. 1 AND R.M. 2 WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 AY1968'SMITH (USGS) WAS ALSO FOUND AS DESCRIBED.
 AY1968'
 AY1968'THE STATION IS NOW ACCESSABLE BY VEHICLE AND A NEW ACCESS
 AY1968'ROUTE FOLLOWS--
 AY1968'
 AY1968'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND U.S. HIGHWAY
 AY1968'87 IN SAN ANTONIO, GO N ON HIGHWAY 87 FOR 16 MILES TO THE
 AY1968'CAMP BULLIS JUNCTION.  CONTINUE N ON HIGHWAY 87 FOR 3.0 MILES
 AY1968'TO THE SCENIC LOOP ROAD AT LEON SPRINGS.  TURN LEFT AND GO W
 AY1968'AND NW ON THE SCENIC LOOP ROAD FOR 3.0 MILES TO A PAVED N-S
 AY1968'CROSSROAD.  GO W THROUGH THE INTERSECTION, FOR 4.4 MILES TO THE
 AY1968'ENTRANCE OF THE C.F. CROW RANCH, CROSS CATTLE GUARD AND GO
 AY1968'W AND S FOR 0.5 MILE TO THE RANCH HOUSE.  PERMISSION SHOULD
 AY1968'BE OBTAINED TO CONTINUE BEYOND THIS POINT.  FROM THE RANCH
 AY1968'HOUSE GO S FOR 0.15 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK
 AY1968'AND GO SOUTHWESTERLY FOR 0.75 MILE TO A WOODEN GATE AT A
 AY1968'WELL.  PASS THROUGH THE GATE AND GO W FOR 0.05 MILE TO A
 AY1968'TRAIL FORK.  TAKE THE RIGHT FORK AND GO NW FOR 0.05 MILE TO
 AY1968'ANOTHER WOODEN GATE.  PASS THROUGH GATE AND GO W. AND S.W.
 AY1968'FOR 1.5 MILES TO A TRAIL FORK.  TAKE LEFT FORK AND GO S.W.
 AY1968'0.15 MILE TO A TRAIL FORK.  TAKE LEFT FORK AND GO S.W. FOR
 AY1968'0.1 MILE.  AT THIS POINT, TURN RIGHT LEAVING TRAIL AND
 AY1968'GO N.W. ABOUT 150 FEET TO THE TOP OF HILL AND STATION.
 AY1968'THE RUINS OF A 15-FOOT WOODEN OBSERVING TOWER ARE AT
 AY1968'THE STATION SITE.  THE VIEW FROM TRIPOD LIGHT CAN READILY BE
 AY1968'CLEARED IN ALL DIRECTIONS EXCEPT TO THE SOUTH AND TO THE
 AY1968'N.W. AS THE HILLTOP HAS BEEN PARTIALLY BURNED OFF.
 AY1968
 AY1968                          STATION RECOVERY (1956)
 AY1968
 AY1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1968'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AY1968'THE REFERENCE MARKS WERE FOUND TO BE STAMPED SMITH 1924, NO 1 AND
 AY1968'NO 2 WERE ADDED RESPECTIVELY.  A NEW AZIMUTH MARK WAS ESTABLISHED
 AY1968'BY THIS PARTY.  A DIFFERENCE WAS NOTED IN THE OBSERVED DIRECTION
 AY1968'TO BOTH REFERENCE MARKS, THEREFORE THEY WERE RE-OBSERVED AND
 AY1968'FOUND TO BE IN AGREEMENT WITH ONE ANOTHER.  A COMPLETE NEW
 AY1968'DESCRIPTION FOLLOWS.
 AY1968'
 AY1968'THE STATION IS ABOUT 13 MILES SOUTHWEST OF BOERNE, 5 MILES
 AY1968'NORTHEAST OF SAN GERONIMO, 2 MILES WEST OF THE CROW RANCH
 AY1968'HOME, AND ON A FLAT-TOPPED HILL LOCALLY KNOWN AS MOUNT SMITH.
 AY1968'
 AY1968'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 AY1968'FARM ROAD 475 AT THE SOUTH EDGE OF BOERNE, GO WEST ON FARM
 AY1968'ROAD 475 FOR 0.55 MILE TO A CROSS ROAD, TURN LEFT AND GO SOUTH
 AY1968'FOR 4.25 MILES TO A FORK (JUST AFTER PASSING THROUGH A CATTLE
 AY1968'GUARD), TAKE THE LEFT ROAD, GO 1.35 MILES TO A CATTLE GUARD
 AY1968'ON THE RIGHT, TURN RIGHT (THROUGH CATTLE GUARD) AND GO 0.5
 AY1968'MILE TO THE CROW RANCH HOME, CONTINUE STRAIGHT AHEAD FOR 0.1
 AY1968'MILE TO A FORK, TAKE THE RIGHT ROAD AND GO 0.7 MILE TO A GATE,
 AY1968'CONTINUE 0.2 MILE TO A GATE, CONTINUE 1.0 MILE TO A FORK AT
 AY1968'THE TOP OF THE DIVIDE, TAKE THE RIGHT ROAD AND GO 0.35 MILE TO
 AY1968'THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.05 MILE TO A
 AY1968'TRIANGULAR-BLAZED OAK TREE ON THE RIGHT, TURN LEFT ON DIM TRACK
 AY1968'ROAD FOR 0.2 MILE, BEAR SOUTHWEST FOR 0.2 MILE TO A
 AY1968'TRIANGULAR-BLAZED OAK TREE ON THE RIGHT, THE STATION IS
 AY1968'ABOUT 75 YARDS TO THE RIGHT OF THIS TREE.
 AY1968'
 AY1968'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1968'STAMPED SMITH 1924.
 AY1968'
 AY1968'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1968'STAMPED SMITH NO 1 1924.
 AY1968'
 AY1968'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK
 AY1968'IS STAMPED SMITH NO 2 1924.
 AY1968'
 AY1968'THE AZIMUTH MARK IS 18 FEET SOUTH OF THE CENTER OF A TRACK
 AY1968'ROAD AND 3 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS
 AY1968'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1968'STAMPED SMITH 1956.
 AY1968'
 AY1968'ALL OBSERVATIONS WERE MADE FROM A 37 FOOT TOWER.
 AY1968
 AY1968                          STATION RECOVERY (1988)
 AY1968
 AY1968'RECOVERY NOTE BY US POWER SQUADRON 1988 (LBK)
 AY1968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0725 ***********************************************************************
 BN0725  DESIGNATION -  SMITH
 BN0725  PID         -  BN0725
 BN0725  STATE/COUNTY-  TX/MASON
 BN0725  USGS QUAD   -  MASON (1979)
 BN0725
 BN0725                         *CURRENT SURVEY CONTROL
 BN0725  ___________________________________________________________________
 BN0725* NAD 83(1993)-  30 42 10.55996(N)    099 14 02.63689(W)     ADJUSTED  
 BN0725* NAVD 88     -       558.4    (meters)    1832.     (feet)  VERTCON   
 BN0725  ___________________________________________________________________
 BN0725  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BN0725  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BN0725
 BN0725  HORZ ORDER  -  FIRST
 BN0725
 BN0725.The horizontal coordinates were established by classical geodetic methods
 BN0725.and adjusted by the National Geodetic Survey in February 1996..
 BN0725
 BN0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0725
 BN0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0725
 BN0725.The geoid height was determined by GEOID03.
 BN0725
 BN0725;                    North         East     Units Scale Factor Converg.
 BN0725;SPC TX C     - 3,115,395.738   805,296.026   MT  0.99989523   +0 33 58.3
 BN0725;SPC TX C     -10,221,094.18  2,642,042.05   sFT  0.99989523   +0 33 58.3
 BN0725;UTM  14      - 3,396,703.618   477,585.660   MT  0.99960620   -0 07 10.2
 BN0725
 BN0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0725!SPC TX C     -   0.99991586  x   0.99989523  =   0.99981110
 BN0725!UTM  14      -   0.99991586  x   0.99960620  =   0.99952209
 BN0725
 BN0725:                Primary Azimuth Mark                     Grid Az
 BN0725:SPC TX C     -  SMITH AZ MK                              117 49 36.3
 BN0725:UTM  14      -  SMITH AZ MK                              118 30 44.8
 BN0725
 BN0725|---------------------------------------------------------------------|
 BN0725| PID    Reference Object                     Distance      Geod. Az  |
 BN0725|                                                           dddmmss.s |
 BN0725| CV6357 SMITH AZ MK                                        1182334.6 |
 BN0725| CV6358 SMITH RM 1                           33.857 METERS 18222     |
 BN0725| CV6359 SMITH RM 2                           17.919 METERS 28136     |
 BN0725|---------------------------------------------------------------------|
 BN0725
 BN0725                          SUPERSEDED SURVEY CONTROL
 BN0725
 BN0725  NAD 83(1986)-  30 42 10.56973(N)    099 14 02.62267(W) AD(       ) 1
 BN0725  NAD 27      -  30 42 09.92700(N)    099 14 01.42400(W) AD(       ) 1
 BN0725  NGVD 29 (07/19/86)  558.3    (m)         1832.     (f) VERT ANG       
 BN0725
 BN0725.Superseded values are not recommended for survey control.
 BN0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0725.See file dsdata.txt to determine how the superseded data were derived.
 BN0725
 BN0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU7758696704(NAD 83)
 BN0725_MARKER: DS = TRIANGULATION STATION DISK
 BN0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0725
 BN0725  HISTORY     - Date     Condition        Report By
 BN0725  HISTORY     - 1935     MONUMENTED       CGS
 BN0725  HISTORY     - 1962     GOOD             USGS
 BN0725
 BN0725                          STATION DESCRIPTION
 BN0725
 BN0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0725'STATION IS LOCATED ON DIVIDE BETWEEN LLANO RIVER AND COMANCHE
 BN0725'CREEK, 3.75 MILES S OF MASON, AND 7.5 MILES WNW OF HEDWIGS
 BN0725'HILL ON HIGHEST GROUND IN THE VICINITY.
 BN0725'
 BN0725'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 BN0725'CONCRETE.
 BN0725'
 BN0725'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 BN0725'HOLE IN BEDROCK.
 BN0725'
 BN0725'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 BN0725'HOLES IN OUTCROPPING BEDROCK.
 BN0725'
 BN0725'REFERENCE MARK NO. 1 IS SW OF STATION.
 BN0725'
 BN0725'REFERENCE MARK NO. 2 IS NW OF STATION.
 BN0725'
 BN0725'AZIMUTH MARK IS SE OF STATION, IN E AND W FENCE LINE.
 BN0725'
 BN0725'REACHED FROM THE COURTHOUSE IN MASON BY GOING SE ON HIGHWAY
 BN0725'385, 1.05 MILES, TAKE RIGHT FORK S JUST AFTER PASSING LARGE
 BN0725'CONCRETE CULVERT, LEAVING THE HIGHWAY, AND GO 0.8 MILE TO
 BN0725'ROAD FORK AND SIGN SAYING, KERRVILLE 53 MILES, KEEP STRAIGHT
 BN0725'AHEAD FOR 1.2 MILES TO CATTLE GATE WHERE ROAD TURNS LEFT AND
 BN0725'CONTINUE S 1.0 MILE TO A ROAD LEADING LEFT AND A DIM ONE
 BN0725'LEADING RIGHT.  (THE ONE LEADING LEFT GOES INTO MRS. PHILIP
 BN0725'SMITHS YARD).  TAKE DIM ROAD TO THE RIGHT AND GO 0.25 MILE
 BN0725'TO A STONE FURNACE.  FROM THIS POINT IT IS POSSIBLE TO GET
 BN0725'TOP OF RIDGE BY GOING N.  STATION THEN LIES TO THE SW ON
 BN0725'HIGHEST PART OF RIDGE.  THIS IS VERY DIFFICULT TO DRIVE AND
 BN0725'NOT ADVISABLE.  FROM STONE FURNACE, STATION LIES STRAIGHT
 BN0725'W UP DRAW, 1/3 OF A MILE.
 BN0725'
 BN0725'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 BN0725
 BN0725                          STATION RECOVERY (1962)
 BN0725
 BN0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BN0725'RECOVERED AND REVISED AS FOLLOWS
 BN0725'
 BN0725'TO REACH STATION FROM COURTHOUSE AT MASON, TEXAS, DRIVE 1.1 MI. SE.
 BN0725'ALONG U.S. HIGHWAY 87 TO THE JUNCTION OF RANCH ROAD 1723, TURN S. AND
 BN0725'GO 2.4 MI. ALONG NO. 1723 TO JUNCTION OF RD. LEADING SW., TURN W. AND
 BN0725'GO 0.6 MI. TO CATTLEGUARD, TURN N. ONTO TRACK RD. AFTER CROSSING
 BN0725'CATTLEGUARD AND DRIVE 0.9 MI. ALONG TRACK RD. CROSSING DRAIN AND
 BN0725'MAKING STEEP CLIMB UP HILL, SWINGING N. ALONG STEEL FENCE, VEERING W.
 BN0725'AT TOP OF RIDGE AND CONTINUING TO TOP AND STATION.
 BN0725'
 BN0725'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1342 ***********************************************************************
 BZ1342  DESIGNATION -  SMITH
 BZ1342  PID         -  BZ1342
 BZ1342  STATE/COUNTY-  TX/CORYELL
 BZ1342  USGS QUAD   -  POST OAK MOUNTAIN (1994)
 BZ1342
 BZ1342                         *CURRENT SURVEY CONTROL
 BZ1342  ___________________________________________________________________
 BZ1342* NAD 83(1993)-  31 12 06.92489(N)    097 41 17.94440(W)     ADJUSTED  
 BZ1342* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 BZ1342  ___________________________________________________________________
 BZ1342  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 BZ1342  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BZ1342
 BZ1342  HORZ ORDER  -  SECOND
 BZ1342
 BZ1342.The horizontal coordinates were established by classical geodetic methods
 BZ1342.and adjusted by the National Geodetic Survey in February 1996..
 BZ1342
 BZ1342.The orthometric height was scaled from a topographic map.
 BZ1342
 BZ1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1342
 BZ1342.The geoid height was determined by GEOID03.
 BZ1342
 BZ1342;                    North         East     Units Scale Factor Converg.
 BZ1342;SPC TX C     - 3,173,187.873   952,024.375   MT  0.99988784   +1 21 44.4
 BZ1342;SPC TX C     -10,410,700.55  3,123,433.30   sFT  0.99988784   +1 21 44.4
 BZ1342;UTM  14      - 3,452,721.588   624,961.584   MT  0.99979261   +0 40 46.6
 BZ1342
 BZ1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1342!SPC TX C     -   0.99995982  x   0.99988784  =   0.99984766
 BZ1342!UTM  14      -   0.99995982  x   0.99979261  =   0.99975243
 BZ1342
 BZ1342|---------------------------------------------------------------------|
 BZ1342| PID    Reference Object                     Distance      Geod. Az  |
 BZ1342|                                                           dddmmss.s |
 BZ1342| CV6361 SMITH RM 1                           17.490 METERS 06002     |
 BZ1342| CV6362 SMITH RM 2                           18.810 METERS 16442     |
 BZ1342| CV6360 SMITH AZ MK                                        1844556.1 |
 BZ1342|---------------------------------------------------------------------|
 BZ1342
 BZ1342                          SUPERSEDED SURVEY CONTROL
 BZ1342
 BZ1342  NAD 83(1986)-  31 12 06.93362(N)    097 41 17.92935(W) AD(       ) 2
 BZ1342  NAD 27      -  31 12 06.31200(N)    097 41 16.86300(W) AD(       ) 2
 BZ1342
 BZ1342.Superseded values are not recommended for survey control.
 BZ1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1342.See file dsdata.txt to determine how the superseded data were derived.
 BZ1342
 BZ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2496252722(NAD 83)
 BZ1342_MARKER: DS = TRIANGULATION STATION DISK
 BZ1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1342
 BZ1342  HISTORY     - Date     Condition        Report By
 BZ1342  HISTORY     - 1943     MONUMENTED       CGS
 BZ1342  HISTORY     - 1958     GOOD             AMS
 BZ1342  HISTORY     - 1962     GOOD             USE
 BZ1342  HISTORY     - 1965     GOOD             CGS
 BZ1342
 BZ1342                          STATION DESCRIPTION
 BZ1342
 BZ1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1342'STATION IS LOCATED ABOUT 6.5 MILES N OF KILLEEN AND ABOUT
 BZ1342'17 MILES S OF GATESVILLE ON A HIGH HILL KNOWN LOCALLY AS
 BZ1342'SMITH MOUNTAIN.  MARK IS SET 12 PACES E OF THE LEDGE, 11 PACES SE
 BZ1342'OF A 3-FOOT CEDAR, IN A LARGE CLEARING.  MARK IS STAMPED
 BZ1342'SMITH 1943 AND PROJECTS ABOUT 4 INCHES.
 BZ1342'
 BZ1342'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS
 BZ1342'SET IN CONCRETE.
 BZ1342'
 BZ1342'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH IN A DRILL
 BZ1342'HOLE IN BEDROCK ABOUT 20 FEET NW OF A 10-INCH CEDAR TREE.
 BZ1342'MARK IS STAMPED SMITH NO. 1 1943.
 BZ1342'
 BZ1342'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN A DRILL HOLE
 BZ1342'IN OUTCROPPING BEDROCK.
 BZ1342'
 BZ1342'REFERENCE MARK NO. 2 IS 12 PACES E OF THE LEDGE AND 12 FEET
 BZ1342'WESTERLY FROM A 10-INCH CEDAR TREE.  MARK IS STAMPED SMITH NO. 2
 BZ1342'1943.
 BZ1342'
 BZ1342'AZIMUTH MARK IS 45 PACES W OF THE ROAD TO THE STATION ON THE
 BZ1342'N SIDE OF A BRAMBLE THICKET.  MARK IS STAMPED SMITH 1943 AND
 BZ1342'PROJECTS ABOUT 4 INCHES.
 BZ1342'
 BZ1342'TO REACH THE STATION FROM KILLEEN AT THE RAILROAD DEPOT GO
 BZ1342'N ON OLD GATESVILLE ROAD FOR 3.1 MILES TO NEW HIGHWAY.  THEN
 BZ1342'CONTINUE ON NEW HIGHWAY FOR 0.95 MILE TO WHERE THE NEW ROAD
 BZ1342'TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON OLD ROAD FOR 0.8
 BZ1342'MILE TO A FORKS.  TAKE RIGHT FORK AND GO 1.2 MILES TO A T-ROAD,
 BZ1342'TURN LEFT AND GO 0.15 MILE TO A FORKS, TAKE RIGHT FORK AND GO
 BZ1342'0.35 MILE TO AN OLD HOUSE SITE AND PLANK GATE, CONTINUE
 BZ1342'STRAIGHT AHEAD FOR 0.5 MILE TO A FORKS AND AZIMUTH MARK ON THE
 BZ1342'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A DIM TRAIL
 BZ1342'ROAD RIGHT AT THE BASE OF THE CLIFF WHERE THE STATION IS
 BZ1342'LOCATED.  TURN RIGHT AND GO AS FAR AS POSSIBLE THEN WALK UP
 BZ1342'THE HILL TO THE SUMMIT AND THE STATION.
 BZ1342'
 BZ1342'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BZ1342
 BZ1342                          STATION RECOVERY (1958)
 BZ1342
 BZ1342'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BZ1342'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1342
 BZ1342                          STATION RECOVERY (1962)
 BZ1342
 BZ1342'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1342'STATION IS A USC AND GS BRONZE DISK IN CONCRETE POST PROJECTING
 BZ1342'4 INCHES, 17.5 METERS SW OF REFERENCE MARK NO. 1 AND 18.8
 BZ1342'METERS NORTH OF REFERENCE MARK NO. 2.
 BZ1342'
 BZ1342'STATION IS ON A HIGH HILL KNOWN AS SMITH MOUNTAIN, 12 METERS
 BZ1342'EAST OF THE LEDGE AND 11 METERS SE OF A 3 FT CEDAR IN A
 BZ1342'LARGE CLEARING, AND A METAL TOWER SET OVER MARK.
 BZ1342'
 BZ1342'REFERENCE MARK NO. 1 IS BRONZE DISK SET IN BEDROCK 6 METERS
 BZ1342'NW OF CEDAR TREE.
 BZ1342'
 BZ1342'REFERENCE MARK NO. 2 IS BRONZE DISK OUTCROPPING BEDROCK 12
 BZ1342'METERS EAST OF LEDGE AND 3-1/2 METERS WEST OF 10 INCH CEDAR
 BZ1342'TREE.
 BZ1342'
 BZ1342'AZIMUTH MARK IS ON NW SIDE OF AND 45 METERS FROM RIGGS ROAD.
 BZ1342
 BZ1342                          STATION RECOVERY (1965)
 BZ1342
 BZ1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1342'STATION, R.M. 1 AND R.M. 2 FOUND IN GOOD CONDITION.  AZIMUTH MARK
 BZ1342'NOT SEARCHED FOR.
 BZ1342'
 BZ1342'BEFORE ATTEMPTING TO OCCUPY STATION, CONTACT FT. HOOD RANGE
 BZ1342'OFFICE.  THE AREA IS HEAVILY LADEN WITH UNEXPLODED ARTILLERY
 BZ1342'ROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0470 ***********************************************************************
 AM0470  DESIGNATION -  SMITH
 AM0470  PID         -  AM0470
 AM0470  STATE/COUNTY-  TX/MATAGORDA
 AM0470  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0470
 AM0470                         *CURRENT SURVEY CONTROL
 AM0470  ___________________________________________________________________
 AM0470* NAD 83(1993)-  28 48 45.82701(N)    095 32 26.82018(W)     ADJUSTED  
 AM0470* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 AM0470  ___________________________________________________________________
 AM0470  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AM0470  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AM0470
 AM0470  HORZ ORDER  -  SECOND
 AM0470
 AM0470.The horizontal coordinates were established by classical geodetic methods
 AM0470.and adjusted by the National Geodetic Survey in February 1996..
 AM0470
 AM0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0470
 AM0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0470
 AM0470.The geoid height was determined by GEOID03.
 AM0470
 AM0470;                    North         East     Units Scale Factor Converg.
 AM0470;SPC TXSC     - 4,113,537.535   937,586.545   MT  0.99990448   +1 41 41.0
 AM0470;SPC TXSC     -13,495,831.06  3,076,065.19   sFT  0.99990448   +1 41 41.0
 AM0470;UTM  15      - 3,189,888.787   252,039.305   MT  1.00035882   -1 13 30.5
 AM0470
 AM0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0470!SPC TXSC     -   1.00000345  x   0.99990448  =   0.99990793
 AM0470!UTM  15      -   1.00000345  x   1.00035882  =   1.00036227
 AM0470
 AM0470|---------------------------------------------------------------------|
 AM0470| PID    Reference Object                     Distance      Geod. Az  |
 AM0470|                                                           dddmmss.s |
 AM0470| CV6803 SMITH RM 1                            7.654 METERS 07215     |
 AM0470| AM0469 TT 15 USGS                            6.650 METERS 16327     |
 AM0470| AM0472 SMITH AZ MK                         APPROX. 1.9 KM 2745639.2 |
 AM0470|---------------------------------------------------------------------|
 AM0470
 AM0470                          SUPERSEDED SURVEY CONTROL
 AM0470
 AM0470  NAD 83(1986)-  28 48 45.83559(N)    095 32 26.80082(W) AD(       ) 2
 AM0470  NAD 27      -  28 48 44.92011(N)    095 32 25.98360(W) AD(       ) 2
 AM0470  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 AM0470
 AM0470.Superseded values are not recommended for survey control.
 AM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0470.See file dsdata.txt to determine how the superseded data were derived.
 AM0470
 AM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM5203989889(NAD 83)
 AM0470_MARKER: DS = TRIANGULATION STATION DISK
 AM0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0470_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0470+STABILITY: SURFACE MOTION
 AM0470
 AM0470  HISTORY     - Date     Condition        Report By
 AM0470  HISTORY     - 1978     MONUMENTED       NGS
 AM0470  HISTORY     - 1982     GOOD             NOS
 AM0470
 AM0470                          STATION DESCRIPTION
 AM0470
 AM0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0470'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF FREEPORT,
 AM0470'7-1/2 MILES EAST-SOUTHEAST OF SARGENT, IN PASTURE LAND ALONG
 AM0470'THE BANK OF THE INTRACOASTAL WATERWAY, AND ON PROPERTY OWNED
 AM0470'BY MRS. J.A. SMITH, 1010 MAIN STREET, RICHMOMD, TEXAS 77469,
 AM0470'TELEPHONE NUMBER 713-342-4047.
 AM0470'
 AM0470'TO REACH FROM THE TEXACO SERVICE STATION AND GROCERY STORE IN
 AM0470'SARGENT, GO EAST-SOUTHEAST ON FARM ROAD 457 FOR 1.55 MILES TO
 AM0470'A SHELL ROAD LEFT.  TURN LEFT AND GO NORTH ON THE SHELL ROAD
 AM0470'FOR 2.0 MILE TO A LOCKED GATE.  PASS THROUGH GATE AND TURN RIGHT
 AM0470'AND GO EASTERLY FOR 1.0 MILE TO SOME RANCH BUILDINGS ON THE LEFT
 AM0470'AND A FORK.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY FOR 0.15
 AM0470'MILE TO A METAL GATE.  CONTINUE ABOUT 150 FEET TO A WOODEN GATE.
 AM0470'CONTINUE EASTERLY FOR 0.1 MILE TO A FORK AND A CORRAL ON THE
 AM0470'LEFT.  KEEP RIGHT FORK, EASTERLY, ON A WINDING ROAD FOR 0.45
 AM0470'MILE TO A WIRE GATE.  CONTINUE EASTERLY AND NORTHEASTERLY FOR
 AM0470'0.55 MILE TO A METAL GATE.  CONTINUE NORTHEASTERLY AND EASTERLY
 AM0470'ON THE MAIN TRAVELED ROAD FOR 0.75 MILE TO A WIRE GATE.
 AM0470'CONTINUE EASTERLY ON THE MAIN ROAD FOR 0.65 MILE TO A FORK.
 AM0470'TAKE THE RIGHT FORK AND CONTINUE EASTERLY FOR 0.55 MILE TO A
 AM0470'FORK AND A WINDMILL.  KEEP THE LEFT FORK AND GO NORTHEASTERLY
 AM0470'FOR 1.1 MILES TO A TRACK CROSSROAD.  CONTINUE NORTHEASTERLY
 AM0470'FOR 0.55 MILE TO A LARGE CORRAL AREA, A WINDBREAK, AND THE
 AM0470'AZIMUTH MARK ON THE LEFT.  BEAR RIGHT AND GO SOUTHERLY ALONG
 AM0470'THE RIGHT SIDE OF A SWAMP AREA FOR 0.3 MILE, HERE TURN LEFT
 AM0470'AND GO EASTERLY ACROSS PASTURE LAND FOR 0.8 MILE TO THE HIGHEST
 AM0470'KNOLL IN THE IMMEDIATE VICINITY AND THE STATION.
 AM0470'
 AM0470'THE STATION IS A STANDARD NGS DISK
 AM0470'STAMPED---SMITH 1978---,
 AM0470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0470'DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND.
 AM0470'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AM0470'STAMPED---SMITH 1978---,
 AM0470'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE.
 AM0470'
 AM0470'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AM0470'STAMPED---SMITH NO 1 1978---,
 AM0470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0470'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.
 AM0470'
 AM0470'REFERENCE MARK IS A STANDARD USGS DISK
 AM0470'STAMPED---TT 15 HFS 1951---,
 AM0470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 6 INCHES IN
 AM0470'DIAMETER PROJECTING 8 INCHES ABOVE THE GROUND.
 AM0470'
 AM0470'AZIMUTH MARK IS A STANDARD NGS DISK
 AM0470'STAMPED---SMITH 1978---,
 AM0470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0470'DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0470'135.0 FEET SOUTH FROM A CORRUGATED TIN WINDBREAK,
 AM0470'12.0 FEET NORTH-NORTHWEST FROM THE CENTER OF A DIRT ROAD, AND
 AM0470'2.2 FEET EAST FROM A WOOD RUBBING POST WITH A WITNESS SIGN
 AM0470'ATTACHED.
 AM0470'
 AM0470'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 AM0470
 AM0470                          STATION RECOVERY (1982)
 AM0470
 AM0470'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0470'STATION WAS RECOVERED IN GOOD CONDITION USING A BOAT AND
 AM0470'USGS 7.5 MIN. QUAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2245 ***********************************************************************
 AN2245  DESIGNATION -  SMITH
 AN2245  PID         -  AN2245
 AN2245  STATE/COUNTY-  TX/CALHOUN
 AN2245  USGS QUAD   -  KELLER BAY (1973)
 AN2245
 AN2245                         *CURRENT SURVEY CONTROL
 AN2245  ___________________________________________________________________
 AN2245* NAD 83(1993)-  28 35 39.71511(N)    096 25 54.89395(W)     ADJUSTED  
 AN2245* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AN2245  ___________________________________________________________________
 AN2245  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AN2245  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN2245
 AN2245  HORZ ORDER  -  SECOND
 AN2245
 AN2245.The horizontal coordinates were established by classical geodetic methods
 AN2245.and adjusted by the National Geodetic Survey in February 1996..
 AN2245
 AN2245.The orthometric height was scaled from a topographic map.
 AN2245
 AN2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2245
 AN2245.The geoid height was determined by GEOID03.
 AN2245
 AN2245;                    North         East     Units Scale Factor Converg.
 AN2245;SPC TXSC     - 4,087,102.629   851,168.354   MT  0.99994612   +1 15 29.3
 AN2245;SPC TXSC     -13,409,102.54  2,792,541.51   sFT  0.99994612   +1 15 29.3
 AN2245;UTM  14      - 3,165,741.068   751,147.488   MT  1.00037849   +1 13 47.1
 AN2245
 AN2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2245!SPC TXSC     -   1.00000376  x   0.99994612  =   0.99994988
 AN2245!UTM  14      -   1.00000376  x   1.00037849  =   1.00038225
 AN2245
 AN2245|---------------------------------------------------------------------|
 AN2245| PID    Reference Object                     Distance      Geod. Az  |
 AN2245|                                                           dddmmss.s |
 AN2245| CV6798 SMITH RM 1                                         05028     |
 AN2245| AN2244 REDFISH                             APPROX. 4.0 KM 0614957.8 |
 AN2245| CV6799 SMITH RM 2                                         31844     |
 AN2245|---------------------------------------------------------------------|
 AN2245
 AN2245                          SUPERSEDED SURVEY CONTROL
 AN2245
 AN2245  NAD 83(1986)-  28 35 39.72283(N)    096 25 54.87621(W) AD(       ) 2
 AN2245  NAD 27      -  28 35 38.73100(N)    096 25 53.97500(W) AD(       ) 2
 AN2245
 AN2245.Superseded values are not recommended for survey control.
 AN2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2245.See file dsdata.txt to determine how the superseded data were derived.
 AN2245
 AN2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5114765741(NAD 83)
 AN2245_MARKER: Z = SEE DESCRIPTION
 AN2245_SETTING: 0 = UNSPECIFIED SETTING
 AN2245
 AN2245  HISTORY     - Date     Condition        Report By
 AN2245  HISTORY     - 1934     MONUMENTED       CGS
 AN2245  HISTORY     - 1956     MARK NOT FOUND   SUNOCO
 AN2245  HISTORY     - 1968     SEE DESCRIPTION  USE
 AN2245  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2245  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2245
 AN2245                          STATION DESCRIPTION
 AN2245
 AN2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2245'NO DESCRIPTION HAS BEEN WRITTEN FOR THIS UNOCCUPIED STATION.
 AN2245
 AN2245                          STATION RECOVERY (1956)
 AN2245
 AN2245'RECOVERY NOTE BY SUN OIL COMPANY 1956
 AN2245'A CHECK IN GH G1651 VOLUME 13, PAGE 23, SHOWS THAT THE MEASUREMENTS
 AN2245'WERE TAKEN TO THE REFERENCE MARKS, BUT THE UNIT OF MEASUREMENT
 AN2245'IS NOT SHOWN.  AT THE TIME THAT THIS STATION WAS ESTABLISHED, THE
 AN2245'COMMON PRACTICE WAS TO MAKE ONE MEASUREMENT IN METERS.  THE
 AN2245'RECORD BOOK SHOWS REFERENCE MARK 1 AS 29.95, AND REFERENCE MARK
 AN2245'2 AS 23.24.  IT IS ASSUMED THAT THESE MEASUREMENTS ARE IN
 AN2245'METERS.
 AN2245'
 AN2245'THE TWO REFERENCE MARKS WERE RECOVERED BY SUN OIL COMPANY
 AN2245'IN FEBRUARY 1956, BUT THE STATION MARK WAS NOT LOCATED.
 AN2245'
 AN2245'IT IS ASSUMED THAT THERE IS AN UNDERGROUND MARK FOR THIS STATION,
 AN2245'AS THERE ARE UNDERGROUND MARKS FOR OTHER STATIONS IN THIS
 AN2245'PARTICULAR SURVEY.
 AN2245'
 AN2245'TO REACH THE STATION, IT IS NECESSARY TO OBTAIN A KEY FROM
 AN2245'MR. SMITH AT THE PHILLIPS 66 STATION ON THE E SIDE OF TEXAS
 AN2245'HIGHWAY 238, ONE BLOCK S OF THE JUNCTION OF TEXAS HIGHWAY 35
 AN2245'IN THE CITY OF PORT LAVACA.  THEN FROM PORT LAVACA AT THE
 AN2245'JUNCTION OF TEXAS HIGHWAYS 35 AND 238, FOLLOW TEXAS HIGHWAY
 AN2245'35 N AND E FOR 13.3 MI. TO TEXAS HIGHWAY 172.  TURN RIGHT (S)
 AN2245'ON TEXAS HIGHWAY 172 AND GO 5.7 MI. TO OLIVIA.  FROM THE
 AN2245'TOWN OF OLIVIA USE THE SHELL ROAD ON THE S SIDE OF A CHURCH
 AN2245'(OLIVIA CHURCH STEEPLE) AND FOLLOWING THE ROAD GO THROUGH
 AN2245'A METAL GATE PAINTED ORANGE WHICH ENTERS SMITHS RANCH.
 AN2245'PROCEED AND PASS A RANCHHOUSE TO ANOTHER METAL GATE (SAME KEY)
 AN2245'AND TAKE A GRADED (MAIN-TRAVELED) DIRT ROAD TO THE BEACH
 AN2245'ON THE N SHORE OF MATAGORDA BAY.  TURN RIGHT (W) AND COME
 AN2245'TO THE STATION AT 0.1 MI.
 AN2245
 AN2245                          STATION RECOVERY (1968)
 AN2245
 AN2245'RECOVERY NOTE BY US ENGINEERS 1968
 AN2245'STATION REPORTED DESTROYED EITHER BY HURRICANE CARLA OR
 AN2245'CONSTRUCTION WORK.
 AN2245
 AN2245                          STATION RECOVERY (1969)
 AN2245
 AN2245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2245'THE STATION SITE WAS VISITED AND THE SURFACE STATION MARK AND
 AN2245'UNDERGROUND MARK WERE FOUND ON THEIR SIDES ON THE BEACH.
 AN2245'REFERENCE MARK 1 FOUND ON ITS SIDE MOSTLY BURIED BY SHELL.
 AN2245'A CONCRETE POST WITH BRASS SHANK IN ITS TOP WAS FOUND NEAR
 AN2245'THE LOCATION OF REFERENCE MARK 2 AND IS BELIEVED TO BE THAT
 AN2245'MARK.  STATION IS LOST.
 AN2245'
 AN2245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AN2245'SOYTHEAST OF POINT COMFORT
 AN2245
 AN2245                          STATION RECOVERY (1998)
 AN2245
 AN2245'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6485 ***********************************************************************
 AW6485  DESIGNATION -  SMITH
 AW6485  PID         -  AW6485
 AW6485  STATE/COUNTY-  TX/HARRIS
 AW6485  USGS QUAD   -  PASADENA (1995)
 AW6485
 AW6485                         *CURRENT SURVEY CONTROL
 AW6485  ___________________________________________________________________
 AW6485* NAD 83(1993)-  29 40 01.03024(N)    095 12 45.08475(W)     ADJUSTED  
 AW6485* NAVD 88     -         9.73   (+/-2cm)      31.9    (feet)  VERTCON   
 AW6485  ___________________________________________________________________
 AW6485  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW6485  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW6485
 AW6485  HORZ ORDER  -  FIRST
 AW6485  VERT ORDER  -  THIRD ? (See Below)
 AW6485
 AW6485.The horizontal coordinates were established by classical geodetic methods
 AW6485.and adjusted by the National Geodetic Survey in February 1996..
 AW6485
 AW6485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6485.The vertical order pertains to the NGVD 29 superseded value.
 AW6485
 AW6485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6485
 AW6485.The geoid height was determined by GEOID03.
 AW6485
 AW6485;                    North         East     Units Scale Factor Converg.
 AW6485;SPC TXSC     - 4,209,150.304   966,545.496   MT  0.99987997   +1 51 19.9
 AW6485;SPC TXSC     -13,809,520.62  3,171,074.68   sFT  0.99987997   +1 51 19.9
 AW6485;UTM  15      - 3,283,928.952   285,870.946   MT  1.00016577   -1 05 43.9
 AW6485
 AW6485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6485!SPC TXSC     -   1.00000273  x   0.99987997  =   0.99988270
 AW6485!UTM  15      -   1.00000273  x   1.00016577  =   1.00016850
 AW6485
 AW6485:                Primary Azimuth Mark                     Grid Az
 AW6485:SPC TXSC     -  SMITH AZ MK                              359 49 31.7
 AW6485:UTM  15      -  SMITH AZ MK                              002 46 35.5
 AW6485
 AW6485|---------------------------------------------------------------------|
 AW6485| PID    Reference Object                     Distance      Geod. Az  |
 AW6485|                                                           dddmmss.s |
 AW6485| CV6800 SMITH AZ MK                                        0014051.6 |
 AW6485| CV6801 SMITH RM 1                                         01607     |
 AW6485| CV6802 SMITH RM 2                                         19602     |
 AW6485|---------------------------------------------------------------------|
 AW6485
 AW6485                          SUPERSEDED SURVEY CONTROL
 AW6485
 AW6485  NAD 83(1986)-  29 40 01.04513(N)    095 12 45.06525(W) AD(       ) 1
 AW6485  NAD 27      -  29 40 00.21697(N)    095 12 44.30149(W) AD(       ) 1
 AW6485  NGVD 29 (07/19/86)    9.73   (m)           31.9    (f) LEVELING    3  
 AW6485
 AW6485.Superseded values are not recommended for survey control.
 AW6485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6485.See file dsdata.txt to determine how the superseded data were derived.
 AW6485
 AW6485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8587183929(NAD 83)
 AW6485_MARKER: DS = TRIANGULATION STATION DISK
 AW6485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6485
 AW6485  HISTORY     - Date     Condition        Report By
 AW6485  HISTORY     - 1968     MONUMENTED       CGS
 AW6485  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW6485  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW6485
 AW6485                          STATION DESCRIPTION
 AW6485
 AW6485'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6485'NO MEASUREMENT BETWEEN RMS, SET NEAR 180 DEGREES.
 AW6485'
 AW6485'THE STATION IS ABOUT 2-1/2 MILES SOUTH AND 4-1/2 MILES EAST OF THE
 AW6485'SOUTH INTERSECTION OF INTERSTATE HIGHWAYS 45 AND 610, IN THE
 AW6485'SOUTHEAST CORNER OF THE GROUNDS OF THE L.F. SMITH ELEMENTARY SCHOOL
 AW6485'AND NORTHWEST OF THE INTERSECTION OF PEREZ STREET AND AVENUE A.
 AW6485'
 AW6485'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON PEREZ
 AW6485'STREET FOR 0.3 MILE TO HANDELL STREET ON THE LEFT AND THE AZIMUTH
 AW6485'MARK ON THE RIGHT.
 AW6485'
 AW6485'THE STATION MARK IS A STANDARD DISK STAMPED SMITH 1968, SET IN THE
 AW6485'TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 AW6485'AND IS FLUSH WITH THE GROUND.  IT IS 116 FEET NORTH OF THE
 AW6485'CENTERLINE OF AVENUE A, 76.4 FEET SOUTHWEST OF THE INTERSECTION OF
 AW6485'PEREZ AND LONGLEY STREETS AND 57 FEET WEST OF THE CENTERLINE OF
 AW6485'PEREZ STREET.
 AW6485'
 AW6485'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SMITH NO 1 1968, SET IN
 AW6485'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN
 AW6485'DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS 80.2 FEET SOUTH OF
 AW6485'THE SOUTH CURB OF THE SOUTH DRIVEWAY AT THE EAST ENTRANCE TO THE
 AW6485'SCHOOL AND 33.3 FEET WEST OF THE CENTERLINE OF PEREZ STREET.
 AW6485'
 AW6485'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SMITH NO 2 1968, SET
 AW6485'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN
 AW6485'DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS 84 FEET WEST OF THE
 AW6485'CENTERLINE OF PEREZ STREET, 25.5 FEET NORTH OF THE CENTERLINE OF
 AW6485'AVENUE A AND 25.5 FEET WEST-SOUTHWEST OF A SMALL MAPLE TREE.
 AW6485'
 AW6485'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SMITH 1968, CEMENTED IN
 AW6485'A DRILLED HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE PART OF A
 AW6485'STORM DRAIN.  IT IS 15 FEET EAST OF THE CENTERLINE OF PEREZ
 AW6485'STREET, 14 FEET NORTH-NORTHWEST OF A POWERLINE POLE AND 8.4 FEET
 AW6485'NORTH OF THE EXTENDED NORTH CURB OF HANDELL STREET.
 AW6485'
 AW6485'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AW6485
 AW6485                          STATION RECOVERY (2000)
 AW6485
 AW6485'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6485'MARK NOT FOUND.
 AW6485
 AW6485                          STATION RECOVERY (2004)
 AW6485
 AW6485'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2099 ***********************************************************************
 BL2099  DESIGNATION -  SMITH
 BL2099  PID         -  BL2099
 BL2099  STATE/COUNTY-  TX/HARDIN
 BL2099  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL2099
 BL2099                         *CURRENT SURVEY CONTROL
 BL2099  ___________________________________________________________________
 BL2099* NAD 83(1993)-  30 23 11.85382(N)    094 19 31.01754(W)     ADJUSTED  
 BL2099* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 BL2099  ___________________________________________________________________
 BL2099  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BL2099  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL2099
 BL2099  HORZ ORDER  -  THIRD
 BL2099
 BL2099.The horizontal coordinates were established by classical geodetic methods
 BL2099.and adjusted by the National Geodetic Survey in February 1996..
 BL2099
 BL2099.The orthometric height was scaled from a topographic map.
 BL2099
 BL2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2099
 BL2099.The geoid height was determined by GEOID03.
 BL2099
 BL2099;                    North         East     Units Scale Factor Converg.
 BL2099;SPC TX C     - 3,095,400.759 1,277,118.252   MT  0.99993889   +3 05 40.2
 BL2099;SPC TX C     -10,155,493.99  4,190,012.13   sFT  0.99993889   +3 05 40.2
 BL2099;UTM  15      - 3,362,372.876   372,672.348   MT  0.99980001   -0 40 13.7
 BL2099
 BL2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2099!SPC TX C     -   1.00000041  x   0.99993889  =   0.99993930
 BL2099!UTM  15      -   1.00000041  x   0.99980001  =   0.99980042
 BL2099
 BL2099:                Primary Azimuth Mark                     Grid Az
 BL2099:SPC TX C     -  SMITH AZ MK                              131 32 25.7
 BL2099:UTM  15      -  SMITH AZ MK                              135 18 19.6
 BL2099
 BL2099|---------------------------------------------------------------------|
 BL2099| PID    Reference Object                     Distance      Geod. Az  |
 BL2099|                                                           dddmmss.s |
 BL2099| CV9242 SMITH AZ MK                                        1343805.9 |
 BL2099| BL2100 KOUNTZE MUNICIPAL TANK              APPROX. 1.9 KM 1394729.1 |
 BL2099| BL2102 KOUNTZE TEXAS FOREST SERV LOT       APPROX. 7.1 KM 2182456.3 |
 BL2099| CV9244 SMITH RM 2                           53.595 METERS 26032     |
 BL2099| CV9243 SMITH RM 1                           30.252 METERS 32421     |
 BL2099|---------------------------------------------------------------------|
 BL2099
 BL2099                          SUPERSEDED SURVEY CONTROL
 BL2099
 BL2099  NAD 83(1993)-  30 23 11.86273(N)    094 19 31.00699(W) AD(       ) 3
 BL2099  NAD 83(1986)-  30 23 11.87258(N)    094 19 31.00453(W) AD(       ) 3
 BL2099  NAD 27      -  30 23 11.12200(N)    094 19 30.31900(W) AD(       ) 3
 BL2099
 BL2099.Superseded values are not recommended for survey control.
 BL2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2099.See file dsdata.txt to determine how the superseded data were derived.
 BL2099
 BL2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7267262373(NAD 83)
 BL2099_MARKER: DS = TRIANGULATION STATION DISK
 BL2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2099
 BL2099  HISTORY     - Date     Condition        Report By
 BL2099  HISTORY     - 1952     MONUMENTED       CGS
 BL2099  HISTORY     - 1961     SEE DESCRIPTION  CGS
 BL2099  HISTORY     - 19780413 MARK NOT FOUND   USGS
 BL2099  HISTORY     - 1983     MARK NOT FOUND   TXHD
 BL2099  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 BL2099
 BL2099                          STATION DESCRIPTION
 BL2099
 BL2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2099'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH-NORTHWEST OF
 BL2099'KOUNTZE ON LAND OWNED BY MR. CECIL SMITH OF KOUNTZE.  IT
 BL2099'IS ABOUT 0.1 MILE EAST OF THE KOUNTZE HARDWOOD LUMBER COMPANY
 BL2099'SAWMILL, 60 YARDS EAST OF THE SOUTHERN PACIFIC, TEXAS AND
 BL2099'NEW ORLEANS RAILROAD, 60.0 FEET SOUTH OF THE CENTER OF A
 BL2099'GRADED T ROAD LEADING INTO THE MILL, 57.0 FEET WEST OF THE
 BL2099'CENTER OF U.S. HIGHWAYS NO. 69 AND 287 AND 21.0 FEET SOUTHEAST
 BL2099'OF A LARGE TRIANGULAR BLAZED PINE TREE.  IT PROJECTS 6 INCHES
 BL2099'AND IS STAMPED SMITH 1952.
 BL2099'
 BL2099'REFERENCE MARK NO. 1 IS 47.0 FEET WEST OF THE CENTER OF U.S.
 BL2099'HIGHWAYS NO. 69 AND 287 AND 42.0 FEET NORTH OF THE CENTER
 BL2099'OF A GRADED T ROAD.  IT IS SET FLUSH WITH THE SURFACE OF
 BL2099'THE GROUND AND IS STAMPED SMITH NO 1 1952.
 BL2099'
 BL2099'REFERENCE MARK NO. 2 IS 39.0 FEET EAST OF THE EAST RAIL
 BL2099'OF THE RAILROAD, 36.0 FEET NORTH OF THE CENTER OF A GRADED
 BL2099'T ROAD AND 2.0 FEET EAST OF A TELEPHONE POLE.  IT PROJECTS
 BL2099'6 INCHES AND IS STAMPED SMITH NO 2 1952.
 BL2099'
 BL2099'THE AZIMUTH MARK IS 56.0 FEET EAST OF THE CENTER OF U.S.
 BL2099'HIGHWAYS NO. 69 AND 287, 1.0 FOOT NORTH OF POWERLINE POLE
 BL2099'NO. 224 AND 1.0 FOOT WEST OF A WITNESS POST.  IT PROJECTS
 BL2099'3 INCHES AND IS STAMPED SMITH 1952.
 BL2099'
 BL2099'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KOUNTZE,
 BL2099'GO EAST ON A PAVED STREET FOR ONE BLOCK TO U.S. HIGHWAYS
 BL2099'NO. 69 AND 287.  HERE TURN LEFT AND GO NORTH ON U.S. HIGHWAYS
 BL2099'NO. 69 AND 287 FOR 0.7 MILE AND THE AZIMUTH MARK ON THE
 BL2099'RIGHT AS DESCRIBED.  CONTINUE NORTHERLY ON U.S. HIGHWAYS
 BL2099'NO. 69 AND 287 FOR 0.3 MILE TO A T ROAD LEFT LEADING INTO
 BL2099'THE KOUNTZE HARDWOOD LUMBER COMPANY SAWMILL AND THE STATION
 BL2099'IN THE SOUTHWEST ANGLE AS DESCRIBED.
 BL2099'
 BL2099'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL2099
 BL2099                          STATION RECOVERY (1961)
 BL2099
 BL2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 BL2099'THE SUB-SURFACE STATION MARK, REFERENCE MARKS NOS. 1 AND
 BL2099'2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 BL2099'THE SURFACE STATION MARK WAS FOUND TO BE DESTROYED.  A NEW
 BL2099'SURFACE STATION MARK WAS SET.
 BL2099'
 BL2099'DUE TO CHANGES OF RE-ROUTING OF U.S. HIGHWAYS NO. 69 AND
 BL2099'287, NEW BUILDINGS IN THE STATION AREA, AND CHANGE OF PROPERTY
 BL2099'OWNER A COMPLETE DESCRIPTION FOLLOWS--
 BL2099'
 BL2099'THE STATION IS ABOUT 1 MILE NORTH OF KOUNTZE IN THE PARKING
 BL2099'LOT OF THE RANCH MOTEL WHICH IS ON THE WEST SIDE OF A SERVICE
 BL2099'ROAD (THIS ROAD WAS OLD U.S. HWY. 287) ON PROPERTY OWNED
 BL2099'BY MR. SAM MARCELLA.
 BL2099'
 BL2099'TO REACH THE STATION FROM THE DEPOT IN KOUNTZE, GO NORTH
 BL2099'ON U.S. HIGHWAYS 69 AND 287 FOR 1.2 MILES TO THE RANCH MOTEL
 BL2099'AND THE STATION ON THE LEFT.
 BL2099'
 BL2099'STATION MARKS ARE STANDARD DISKS STAMPED SMITH 1952 1961.
 BL2099'THE SURFACE DISK IS SET IN A 24 IN X 24 IN CONCRETE MONUMENT
 BL2099'WHICH IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 BL2099'132 FEET NORTH OF THE SOUTHEAST CORNER OF THE RANCH MOTEL,
 BL2099'119 FEET EAST OF THE NORTHEAST CORNER OF THE RANCH MOTEL,
 BL2099'59 FEET SOUTHEAST OF A DIRT ROAD, 57 FEET SOUTHWEST OF THE
 BL2099'SERVICE ROAD, AND 34.6 FEET WEST OF THE RANCH MOTEL SIGN
 BL2099'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BL2099'OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 BL2099'IS STAMPED SMITH 1952.
 BL2099'
 BL2099'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SMITH NO 1
 BL2099'1952 IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 BL2099'THE SURFACE OF THE GROUND.  IT IS 85 FEET SOUTHWEST OF WHERE
 BL2099'THE SURFACE ROAD LEAVES THE HIGHWAY, 38 FEET NORTHWEST OF THE DIRT
 BL2099'ROAD, AND 32 FEET WEST OF THE NORTH END OF A CULVERT.
 BL2099'
 BL2099'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SMITH NO 2
 BL2099'1952, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 BL2099'6 INCHES.  IT IS 39 FEET NORTHEAST OF THE EAST RAIL OF RAILROAD
 BL2099'TRACKS, 35 FEET NORTHWEST OF THE DIRT ROAD, AND 2 FEET EAST
 BL2099'OF A TELEPHONE POLE.
 BL2099'
 BL2099'AZIMUTH MARK, A STANDARD DISK STAMPED SMITH 1952, IS SET
 BL2099'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES.
 BL2099'IT IS 56 FEET EAST OF THE CENTER LINE OF A SERVICE ROAD
 BL2099'(OLD HIGHWAY 69 AND 287), 1 FOOT NORTH OF POWER LINE POLE
 BL2099'NO. 224, AND 1 FOOT WEST OF A WOODEN WITNESS POST.
 BL2099'
 BL2099'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 BL2099'ON THE SERVICE ROAD, THROUGH THE COUNTY MAINTENANCE YARD,
 BL2099'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BL2099'
 BL2099'NOTE--DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND
 BL2099'FOUND TO BE CORRECT.  NO DIRECTIONS TO THE REFERENCE MARKS
 BL2099'WERE TAKEN.
 BL2099
 BL2099                          STATION RECOVERY (1978)
 BL2099
 BL2099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JEP)
 BL2099'MARK NOT FOUND.
 BL2099
 BL2099                          STATION RECOVERY (1983)
 BL2099
 BL2099'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1983 (CLJ)
 BL2099'SMITH 1952 COULD NOT LOCATE STA. MARK SUSPECT THAT IT HAS BEEN
 BL2099'COVERED BY NEW ADDITION TO RANCH MOTEL.
 BL2099'
 BL2099'AZ. MK. 1952 GOOD CONDITION 1961 DESCRIPTION ADEQUATE FOR RECOVERY.
 BL2099'
 BL2099'RM NO 2 1952 GOOD CONDITION, RM NO 1 NOT FOUND.
 BL2099
 BL2099                          STATION RECOVERY (1998)
 BL2099
 BL2099'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL2099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2255 ***********************************************************************
 BL2255  DESIGNATION -  SMITH
 BL2255  PID         -  BL2255
 BL2255  STATE/COUNTY-  TX/WALLER
 BL2255  USGS QUAD   -  WALLER NW (1980)
 BL2255
 BL2255                         *CURRENT SURVEY CONTROL
 BL2255  ___________________________________________________________________
 BL2255* NAD 83(1993)-  30 14 01.13121(N)    095 57 18.23508(W)     ADJUSTED  
 BL2255* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 BL2255  ___________________________________________________________________
 BL2255  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BL2255  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL2255
 BL2255  HORZ ORDER  -  FIRST
 BL2255
 BL2255.The horizontal coordinates were established by classical geodetic methods
 BL2255.and adjusted by the National Geodetic Survey in February 1996..
 BL2255
 BL2255.The orthometric height was scaled from a topographic map.
 BL2255
 BL2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2255
 BL2255.The geoid height was determined by GEOID03.
 BL2255
 BL2255;                    North         East     Units Scale Factor Converg.
 BL2255;SPC TXSC     - 4,269,844.123   893,066.546   MT  0.99998603   +1 29 30.3
 BL2255;SPC TXSC     -14,008,646.93  2,930,002.49   sFT  0.99998603   +1 29 30.3
 BL2255;SPC TX C     - 3,071,146.515 1,121,328.603   MT  0.99997083   +2 15 18.2
 BL2255;SPC TX C     -10,075,919.86  3,678,892.26   sFT  0.99997083   +2 15 18.2
 BL2255;UTM  15      - 3,348,370.839   215,598.205   MT  1.00059801   -1 29 20.2
 BL2255;UTM  14      - 3,348,599.189   793,055.000   MT  1.00065967   +1 32 03.5
 BL2255
 BL2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2255!SPC TXSC     -   0.99998778  x   0.99998603  =   0.99997381
 BL2255!SPC TX C     -   0.99998778  x   0.99997083  =   0.99995861
 BL2255!UTM  15      -   0.99998778  x   1.00059801  =   1.00058578
 BL2255!UTM  14      -   0.99998778  x   1.00065967  =   1.00064744
 BL2255
 BL2255:                Primary Azimuth Mark                     Grid Az
 BL2255:SPC TXSC     -  GALVESTON WACO AIRWAY BEACON 9           057 29 40.0
 BL2255:SPC TX C     -  GALVESTON WACO AIRWAY BEACON 9           056 43 52.1
 BL2255:UTM  15      -  GALVESTON WACO AIRWAY BEACON 9           060 28 30.5
 BL2255:UTM  14      -  GALVESTON WACO AIRWAY BEACON 9           057 27 06.8
 BL2255
 BL2255|---------------------------------------------------------------------|
 BL2255| PID    Reference Object                     Distance      Geod. Az  |
 BL2255|                                                           dddmmss.s |
 BL2255| BL2259 GALVESTON WACO AIRWAY BEACON 9      APPROX. 4.7 KM 0585910.3 |
 BL2255| CV9238 SMITH AZ MK                                        1311159.2 |
 BL2255| CV9239 SMITH AZ MK 2                                      1750853.4 |
 BL2255| CV9240 SMITH RM 1                           34.229 METERS 19320     |
 BL2255| CV9241 SMITH RM 2                           35.070 METERS 29426     |
 BL2255|---------------------------------------------------------------------|
 BL2255
 BL2255                          SUPERSEDED SURVEY CONTROL
 BL2255
 BL2255  NAD 83(1986)-  30 14 01.14547(N)    095 57 18.21787(W) AD(       ) 1
 BL2255  NAD 27      -  30 14 00.38400(N)    095 57 17.38000(W) AD(       ) 1
 BL2255
 BL2255.Superseded values are not recommended for survey control.
 BL2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2255.See file dsdata.txt to determine how the superseded data were derived.
 BL2255
 BL2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1559848371(NAD 83)
 BL2255_MARKER: DS = TRIANGULATION STATION DISK
 BL2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2255
 BL2255  HISTORY     - Date     Condition        Report By
 BL2255  HISTORY     - 1935     MONUMENTED       CGS
 BL2255  HISTORY     - 1937     GOOD             TXHD
 BL2255  HISTORY     - 1952     GOOD             CGS
 BL2255
 BL2255                          STATION DESCRIPTION
 BL2255
 BL2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2255'THIS STATION IS ABOUT 13 MILES SE OF NAVASOTA, ABOUT 11-1/2 MILES
 BL2255'NE OF HEMPSTEAD, ON LAND OWNED BY THE SMITH ESTATE, FRANK COOK,
 BL2255'MANAGER.  THE MARK IS SET ON A LONG HIGH RIDGE DENSELY COVERED
 BL2255'WITH A GROWTH OF YELLOW PINE.  IT IS 23 FEET W OF A 20-INCH PINE
 BL2255'TREE (TRIANGLE BLAZE), 22 FEET SSE OF A DOUBLE PINE TREE WITH
 BL2255'A TRIANGLE BLAZE, AND PROJECTS 8 INCHES.
 BL2255'
 BL2255'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2255'BRONZE DISKS SET IN CONCRETE.
 BL2255'
 BL2255'REFERENCE MARK NO. 1 IS S OF THE STATION AND PROJECTS 12 INCHES.
 BL2255'REFERENCE MARK NO. 2 IS NW OF THE STATION ON THE NW SLOPE OF
 BL2255'THE HILL.  IT IS 6 FEET SW OF A DOUBLE PINE TREE AND PROJECTS
 BL2255'10 INCHES.
 BL2255'
 BL2255'AZIMUTH MARK IS 0.1 MILE SE OF THE STATION NEAR A FENCE CORNER.
 BL2255'IT PROJECTS 8 INCHES.
 BL2255'
 BL2255'TO REACH FROM NAVASOTA, NEGRO SCHOOL ON THE S EDGE OF TOWN, GO
 BL2255'S ON TEXAS 6 FOR 5.4 MILES TO A SIDE ROAD TO LEFT.  HERE TURN
 BL2255'LEFT (E) ON GRAVEL AND GO 4.7 MILES TO A T-ROAD AT THE E EDGE OF
 BL2255'A SMALL VILLAGE.  TURN RIGHT AND GO 0.2 MILE TO A FORK, TAKE
 BL2255'RIGHT FORK AND GO 6.8 MILES TO A SIDE ROAD RIGHT, KEEPING ON
 BL2255'MAIN-TRAVELED ROAD.  THIS SIDE ROAD IS 0.7 MILE SW OF A SMALL
 BL2255'SCHOOLHOUSE ON THE LEFT.  TURN RIGHT ON SIDE ROAD AND GO 0.5
 BL2255'MILE TO A T-ROAD.  TURN RIGHT AND GO 0.4 MILE TO TURN LEFT,
 BL2255'THENCE LEFT 0.2 MILE TO SIDE ROAD TO THE RIGHT, THENCE RIGHT
 BL2255'0.5 MILE TO TURN RIGHT, THENCE RIGHT 0.1 MILE TO FORK.  TAKE
 BL2255'LEFT FORK AND GO 0.1 MILE TO TURN LEFT.  HERE TURN LEFT
 BL2255'AND GO 0.2 MILE TO GATE.  GO THROUGH GATE AND AROUND THE W SIDE
 BL2255'OF A HOUSE FOR 0.5 MILE TO FENCE CORNER, THENCE NW THROUGH
 BL2255'WOODS TO STATION ON THE HILL.
 BL2255'
 BL2255'A 90-FOOT TOWER WAS USED.
 BL2255'
 BL2255'ALL LIGHTS COME INTO VIEW AT 65 FEET.
 BL2255
 BL2255                          STATION RECOVERY (1937)
 BL2255
 BL2255'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2255'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 BL2255
 BL2255                          STATION RECOVERY (1952)
 BL2255
 BL2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2255'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 BL2255'CONDITION.  THE 1935 AZIMUTH MARK WAS DESTROYED AND A NEW ONE
 BL2255'ESTABLISHED.
 BL2255'
 BL2255'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL2255'
 BL2255'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTHEAST OF NAVASOTA
 BL2255'AND 11.0 MILES NORTHEAST OF HEMPSTEAD ON THE TOP OF A HIGH RIDGE
 BL2255'AND IS SURROUNDED BY HEAVY TIMBER.  IT IS NEAR THE CENTER OF A
 BL2255'PARTLY CLEARED AREA ABOUT 200.0 FEET NORTHEAST OF A LARGE SAWDUST
 BL2255'PILE AND 1.0 FOOT WEST OF A WITNESS POST.  IT PROJECTS 4 INCHES
 BL2255'AND IS STAMPED SMITH 1935.
 BL2255'
 BL2255'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 BL2255'PROJECTS 8 INCHES AND IS STAMPED SMITH NO 1 1935.
 BL2255'
 BL2255'REFERENCE MARK NO. 2 IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF
 BL2255'THE STATION, PROJECTS 6 INCHES AND IS STAMPED SMITH NO 2 1935.
 BL2255'
 BL2255'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL2255'NO. 2 IS 175.59 FEET.
 BL2255'
 BL2255'THE AZIMUTH MARK IS LOCATED NEAR THE SOUTH EDGE OF A LARGE
 BL2255'CLEARING, 25.0 FEET WEST OF A TRIANGULAR BLAZED OAK TREE, 12.0
 BL2255'FEET EAST OF THE CENTER OF A TRACK ROAD AND 2.0 FEET WEST OF
 BL2255'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED SMITH 1935
 BL2255'RESSET 1952.
 BL2255'
 BL2255'TO REACH THE STATION FROM THE POST OFFICE IN NAVASOTA, GO EAST
 BL2255'ONE BLOCK TO STATE HIGHWAYS NO. 6 AND 105.  HERE TURN RIGHT ON
 BL2255'STATE HIGHWAYS NO. 6 AND 105 AND GO SOUTH FOR 0.85 MILE TO WHERE
 BL2255'STATE ROUTE NO. 105 TURNS LEFT.  CONTINUE STRAIGHT AHEAD SOUTH
 BL2255'ON STATE ROUTE NO. 6 FOR 5.4 MILES TO FARM ROAD NO. 245 ON THE
 BL2255'LEFT, TURN LEFT AND GO LEFT AND GO EAST AND SOUTH ON FARM ROAD
 BL2255'NO. 245 FOR 9.2 MILES TO WHERE THE OILED ROAD ENDS JUST BEFORE
 BL2255'TURNING LEFT ACROSS A SMALL STEEL BRIDGE AT A FORK.  TAKE THE
 BL2255'LEFT FORK AND GO EAST, SOUTH AND SOUTHWEST ON A GRADED SAND
 BL2255'ROAD FOR 2.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 BL2255'WEST FOR 0.5 MILE TO A T ROAD RIGHT.  TURN RIGHT AND GO
 BL2255'NORTH FOR 0.4 MILE, TURN LEFT AND GO WEST 0.2 MILE TO A T
 BL2255'ROAD RIGHT, TURN RIGHT AND GO NORTH 0.5 MILE TO WHERE THE ROAD
 BL2255'TURNS RIGHT.  HERE TURN RIGHT AND GO EAST FOR 0.1 MILE TO A
 BL2255'FORK, TAKE THE LEFT FORK AND GO NORTHEAST FOR 0.1 MILE TO A
 BL2255'POINT JUST WEST OF A HOUSE, HERE TURN LEFT AND GO NORTH ON A
 BL2255'TRACK ROAD FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH THIS GATE
 BL2255'AND FOLLOW TRACK ROAD NORTH, WEST AND NORTH FOR 0.4 MILE
 BL2255'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 BL2255'NORTH AND NORTHEAST ON TRACK ROAD FOR 0.25 MILE TO THE
 BL2255'TOP OF THE RIDGE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1061 ***********************************************************************
 CR1061  DESIGNATION -  SMITH
 CR1061  PID         -  CR1061
 CR1061  STATE/COUNTY-  TX/MARION
 CR1061  USGS QUAD   -  SMITHLAND (1962)
 CR1061
 CR1061                         *CURRENT SURVEY CONTROL
 CR1061  ___________________________________________________________________
 CR1061* NAD 83(1993)-  32 50 02.49140(N)    094 10 24.02468(W)     ADJUSTED  
 CR1061* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 CR1061  ___________________________________________________________________
 CR1061  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CR1061  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR1061
 CR1061  HORZ ORDER  -  SECOND
 CR1061
 CR1061.The horizontal coordinates were established by classical geodetic methods
 CR1061.and adjusted by the National Geodetic Survey in September 1999..
 CR1061
 CR1061.The orthometric height was scaled from a topographic map.
 CR1061
 CR1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1061
 CR1061.The geoid height was determined by GEOID03.
 CR1061
 CR1061;                    North         East     Units Scale Factor Converg.
 CR1061;SPC TXNC     - 2,137,787.892 1,004,932.434   MT  0.99987979   +2 21 35.0
 CR1061;SPC TXNC     - 7,013,725.78  3,297,015.83   sFT  0.99987979   +2 21 35.0
 CR1061;UTM  15      - 3,633,496.963   390,183.498   MT  0.99974870   -0 38 10.5
 CR1061
 CR1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1061!SPC TXNC     -   0.99999207  x   0.99987979  =   0.99987186
 CR1061!UTM  15      -   0.99999207  x   0.99974870  =   0.99974077
 CR1061
 CR1061|---------------------------------------------------------------------|
 CR1061| PID    Reference Object                     Distance      Geod. Az  |
 CR1061|                                                           dddmmss.s |
 CR1061| CR1062 SMITHLAND LOOKOUT TOWER              32.141 METERS 03623     |
 CR1061| CX6271 SMITH AZ MK                                        1813312.5 |
 CR1061| CX6272 SMITH RM 2                           36.555 METERS 30138     |
 CR1061|---------------------------------------------------------------------|
 CR1061
 CR1061                          SUPERSEDED SURVEY CONTROL
 CR1061
 CR1061  NAD 83(1993)-  32 50 02.49216(N)    094 10 24.02418(W) AD(       ) 2
 CR1061  NAD 83(1993)-  32 50 02.49849(N)    094 10 24.01582(W) AD(       ) 2
 CR1061  NAD 83(1986)-  32 50 02.49926(N)    094 10 24.01365(W) AD(       ) 2
 CR1061  NAD 27      -  32 50 01.99930(N)    094 10 23.34490(W) AD(       ) 2
 CR1061
 CR1061.Superseded values are not recommended for survey control.
 CR1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1061.See file dsdata.txt to determine how the superseded data were derived.
 CR1061
 CR1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9018333497(NAD 83)
 CR1061_MARKER: DS = TRIANGULATION STATION DISK
 CR1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1061
 CR1061  HISTORY     - Date     Condition        Report By
 CR1061  HISTORY     - 1958     MONUMENTED       CGS
 CR1061
 CR1061                          STATION DESCRIPTION
 CR1061
 CR1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1061'THE STATION IS LOCATED ON A PROMINENT TIMBERED KNOLL ABOUT 12.0
 CR1061'MILES NORTHEAST OF JEFFERSON, ABOUT 7.5 MILES WEST OF THE
 CR1061'TEXAS-LOUISIANA STATE LINE AND 105.45 FEET SOUTH-SOUTHWEST
 CR1061'OF THE CENTER OF THE SMITHLAND T.S.F.S. L.O.T.  THE MARK PROJECTS
 CR1061'5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED SMITH
 CR1061'1958.
 CR1061'
 CR1061'REFERENCE MARK NO. 1 IS SET UNDER THE CENTER OF THE SMITHLAND
 CR1061'T.S.F.S. L.O.T.  THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE
 CR1061'OF THE GROUND AND IS STAMPED SMITH NO 1 1958.
 CR1061'
 CR1061'REFERENCE MARK NO. 2 IS 58 FEET SOUTH OF A GATE POST AND 1 FOOT
 CR1061'EAST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES ABOVE THE
 CR1061'SURFACE OF THE GROUND AND IS STAMPED SMITH NO 2 1958.
 CR1061'
 CR1061'AZIMUTH MARK IS 150 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 CR1061'JUNCTION OF STATE ROADS NO. 49 AND 43 AND 39 FEET WEST OF THE
 CR1061'CENTER OF STATE ROAD NO. 43.  THE MARK IS SET FLUSH WITH THE
 CR1061'SURFACE OF THE GROUND AND IS STAMPED SMITH 1958.
 CR1061'
 CR1061'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 59
 CR1061'AND STATE ROAD NO. 49 IN THE NORTHEAST EDGE OF JEFFERSON,
 CR1061'GO EASTERLY ON STATE ROAD NO. 49 FOR 12.3 MILE TO THE JUNCTION
 CR1061'OF STATE ROAD NO. 43 AND THE AZIMUTH MARK AS DESCRIBED,
 CR1061'TURN LEFT ON STATE ROAD NO. 43 AND GO 1.4 MILES TO A SIDE ROAD
 CR1061'ON THE RIGHT, TURN RIGHT AND GO ABOUT 100 YARDS TO THE LOOKOUT
 CR1061'TOWER AND THE STATION AS DESCRIBED.
 CR1061'
 CR1061'THE SMITHLAND T.S.F.S. L.O.T. IS A 4-LEGGED STEEL STRUCTURE
 CR1061'WITH A GLASS ENCLOSED CAB WHICH HAS A OVER ALL HEIGHT OF
 CR1061'ABOUT 100 FEET.  IT IS COLORED GRAY AND REFERENCE MARK NO. 1
 CR1061'WAS ESTABLISHED UNDER THE CENTER, WAS THE POINT INTERSECTED.
 CR1061'
 CR1061'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0658 ***********************************************************************
 EN0658  DESIGNATION -  SMITH
 EN0658  PID         -  EN0658
 EN0658  STATE/COUNTY-  TX/CHILDRESS
 EN0658  USGS QUAD   -  LOCO (1984)
 EN0658
 EN0658                         *CURRENT SURVEY CONTROL
 EN0658  ___________________________________________________________________
 EN0658* NAD 83(1993)-  34 40 29.70381(N)    100 14 31.42404(W)     ADJUSTED  
 EN0658* NAVD 88     -       599.5    (meters)    1967.     (feet)  VERTCON   
 EN0658  ___________________________________________________________________
 EN0658  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 EN0658  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EN0658
 EN0658  HORZ ORDER  -  FIRST
 EN0658
 EN0658.The horizontal coordinates were established by classical geodetic methods
 EN0658.and adjusted by the National Geodetic Survey in February 1996..
 EN0658
 EN0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0658
 EN0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0658
 EN0658.The geoid height was determined by GEOID03.
 EN0658
 EN0658;                    North         East     Units Scale Factor Converg.
 EN0658;SPC TX N     - 1,075,607.989   315,283.379   MT  0.99999432   +0 43 44.5
 EN0658;SPC TX N     - 3,528,890.54  1,034,392.22   sFT  0.99999432   +0 43 44.5
 EN0658;UTM  14      - 3,837,695.397   386,210.175   MT  0.99975959   -0 42 24.2
 EN0658
 EN0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0658!SPC TX N     -   0.99991031  x   0.99999432  =   0.99990463
 EN0658!UTM  14      -   0.99991031  x   0.99975959  =   0.99966992
 EN0658
 EN0658:                Primary Azimuth Mark                     Grid Az
 EN0658:SPC TX N     -  WELLINGTON MUNICIPAL TANK                006 20 11.0
 EN0658:UTM  14      -  WELLINGTON MUNICIPAL TANK                007 46 19.7
 EN0658
 EN0658|---------------------------------------------------------------------|
 EN0658| PID    Reference Object                     Distance      Geod. Az  |
 EN0658|                                                           dddmmss.s |
 EN0658| EN0637 WELLINGTON MUNICIPAL TANK           APPROX.20.6 KM 0070355.5 |
 EN0658| EN0641 WELLINGTON GRAIN TRANS MAST         APPROX.12.0 KM 0211522.1 |
 EN0658| EN0639 WELLINGTON ATT MICROWAVE MAST       APPROX.14.2 KM 0255824.1 |
 EN0658| CX8665 SMITH RM 1                           30.288 METERS 04609     |
 EN0658| CX8666 SMITH RM 2                           30.660 METERS 13512     |
 EN0658| CX8663 SMITH AZ MK RESET                                  1911730.7 |
 EN0658| CX8662 SMITH AZ MK                                        1911929.4 |
 EN0658| CX8664 SMITH AZ MK 3                                      1931802.5 |
 EN0658| EN0660 HUMBLE OIL CO DERRICK               APPROX. 3.1 KM 2020303.3 |
 EN0658|---------------------------------------------------------------------|
 EN0658
 EN0658                          SUPERSEDED SURVEY CONTROL
 EN0658
 EN0658  NAD 83(1993)-  34 40 29.70380(N)    100 14 31.42393(W) AD(       ) 1
 EN0658  NAD 83(1986)-  34 40 29.70912(N)    100 14 31.41640(W) AD(       ) 1
 EN0658  NAD 27      -  34 40 29.50400(N)    100 14 29.99700(W) AD(       ) 1
 EN0658  NGVD 29 (01/19/93)  599.2    (m)         1966.     (f) VERT ANG       
 EN0658
 EN0658.Superseded values are not recommended for survey control.
 EN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0658.See file dsdata.txt to determine how the superseded data were derived.
 EN0658
 EN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8621037695(NAD 83)
 EN0658_MARKER: DS = TRIANGULATION STATION DISK
 EN0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0658+STABILITY: SURFACE MOTION
 EN0658
 EN0658  HISTORY     - Date     Condition        Report By
 EN0658  HISTORY     - 1935     MONUMENTED       CGS
 EN0658  HISTORY     - 1955     GOOD             USGS
 EN0658  HISTORY     - 1958     GOOD             CGS
 EN0658  HISTORY     - 1967     GOOD             CGS
 EN0658
 EN0658                          STATION DESCRIPTION
 EN0658
 EN0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0658'STATION IS ABOUT 19 MILES A LITTLE W OF N FROM CHILDRESS,
 EN0658'13 MILES A LITTLE W OF S FROM WELLINGTON, AND ABOUT 14-3/4
 EN0658'MILES NE FROM ESTELLINE.  LAND IS OWNED BY THE B.P. SMITH
 EN0658'LAND AND CATTLE COMPANY, SE CORNER OF SECTION 54, H AND G.N. R.R.
 EN0658'COMPANY, BLOCK 9, AND IS THE HIGHEST POINT FOR MANY MILES.
 EN0658'
 EN0658'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0658'BRONZE DISKS SET IN CONCRETE.
 EN0658'
 EN0658'REFERENCE MARK NO. 1 IS 2 FEET W OF N-S FENCE LINE, 10 FEET
 EN0658'E OF CENTER OF N-S ROAD.
 EN0658'
 EN0658'REFERENCE MARK NO. 2 IS 2 FEET W OF N-S FENCE LINE, 10 FEET
 EN0658'E OF CENTER LINE OF N-S ROAD.
 EN0658'
 EN0658'AZIMUTH IS REACHED BY GOING S ON ROAD 0.35 MILE TO CATTLE
 EN0658'GUARD, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO MARK ON
 EN0658'RIGHT OF ROAD (W).  MARK IS 30 FEET W OF CENTER LINE OF ROAD.
 EN0658'
 EN0658'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 370 AND
 EN0658'83 AT W EDGE OF CHILDRESS, GO N ON U.S. HIGHWAY 83 FOR 15.3
 EN0658'MILES, THENCE LEFT (W) ON PRIVATE ROAD ALONG PIPE LINE 1.25
 EN0658'MILES TO RAILROAD TRACK, CONTINUE ALONG MAIN ROAD 2 MILES
 EN0658'ACROSS CATTLE GUARD, THENCE RIGHT (W) FOR 0.35 MILE TO TOP
 EN0658'OF GRADE, AND STATION ON LEFT (W), 55 FEET W OF CENTER LINE
 EN0658'OF ROAD.
 EN0658'
 EN0658'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 EN0658
 EN0658                          STATION RECOVERY (1955)
 EN0658
 EN0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EN0658'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34100-1, STATION 1019.
 EN0658'
 EN0658'RECOVERED BY USGS IN 1955.
 EN0658'
 EN0658'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN CONCRETE.
 EN0658
 EN0658                          STATION RECOVERY (1958)
 EN0658
 EN0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 EN0658'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 EN0658'CONDITION.  THE AZIMUTH MARK HAD BEEN HIT AND WAS FOUND
 EN0658'TO BE TILTED.  THIS MARK WAS RESET NEAR ITS ORIGINAL LOCATION
 EN0658'AND THE DISK WAS STAMPED SMITH 1935 RESET 1958.
 EN0658'
 EN0658'THE ANGLE BETWEEN THE WELLINGTON TANK AND R.M. NO. 1 FAILED
 EN0658'TO CHECK BY 6 DEGREES AND THE ANGLE BETWEEN THE REFERENCE
 EN0658'MARKS ALSO FAILED TO CHECK BY THE SAME AMOUNT.  IT APPEARS
 EN0658'THERE WAS AN ERROR IN COPYING THE DIRECTION TO R.M. NO. 1.
 EN0658'IF THE DEGREES READ 206 DEGREES INSTEAD OF 200 DEGREES ALL
 EN0658'ANGLES WOULD CHECK TO WITHIN A FEW SECONDS.
 EN0658'
 EN0658'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION AND
 EN0658'14 FEET NORTHWEST OF THE ROAD LEADING TO THE STATION.
 EN0658'
 EN0658'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--
 EN0658'
 EN0658'TO REACH FROM CHILDRESS, FROM THE JUNCTION OF U.S. HIGHWAYS
 EN0658'287, 83 AND 62 IN THE WEST EDGE OF TOWN, GO NORTH ON U.S.
 EN0658'83 AND 62 FOR 11.75 MILES TO CROSSROADS, TURN LEFT AND GO
 EN0658'WEST, NORTH AND WEST ON MAIN ROAD FOR 4.9 MILES TO A STEEL
 EN0658'GIRDER BRIDGE, CONTINUE FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN
 EN0658'RIGHT AND FOLLOW MAIN RANCH ROAD NORTHERLY FOR 3.75 MILES TO THE
 EN0658'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTHERLY
 EN0658'FOR 0.35 MILE TO A WIRE GATE AND STATION ABOUT 0.05 MILE TO
 EN0658'THE NORTH-NORTHWEST.
 EN0658
 EN0658                          STATION RECOVERY (1967)
 EN0658
 EN0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0658'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED, HOWEVER A
 EN0658'DIFFERENCE IN DIRECTION WAS NOTED TO REFERENCE MARK 1.  THE AZIMUTH
 EN0658'MARK WAS NOT RECOVERED, A NEW AZIMUTH MARK WAS ESTABLISHED.
 EN0658'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 EN0658'
 EN0658'THE STATION IS ABOUT 18-1/2 MILES EAST-SOUTHEAST OF MEMPHIS, 16 MILES
 EN0658'NORTH OF CHILDRESS, 12-1/2 MILES SOUTH OF WELLINGTON AND 3 MILES
 EN0658'WEST OF COMBINED U.S. HIGHWAY 83 AND 62, ON THE HIGHEST POINT OF A
 EN0658'SMALL RISE IN PASTURE LAND.
 EN0658'
 EN0658'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287, 83 AND
 EN0658'62 IN THE WEST EDGE OF CHILDRESS, GO NORTH ON COMBINED U.S. HIGHWAY
 EN0658'83 AND 62 FOR 9.65 MILES TO THE NORTH END OF A BRIDGE OVER THE RED
 EN0658'RIVER.  CONTINUE NORTH ON THE HIGHWAY FOR 2.3 MILES TO A GRAVELED
 EN0658'CROSSROAD AND A SIGN ON THE LEFT VEST V-RANCH 6 MI.  TURN LEFT
 EN0658'AND GO WEST ON GRAVELED ROAD FOR 0.65 MILE TO A RAILROAD CROSSING.
 EN0658'CROSS RAILROAD AND CONTINUE WEST AND NORTH FOR 4.3 MILES TO A
 EN0658'STEEL BRIDGE.  CONTINUE WESTERLY FOR 0.2 MILE TO A GRADED
 EN0658'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON GRADED ROAD
 EN0658'FOR 0.6 MILE TO A DEEP WASH.  CROSS WASH AND CONTINUE NORTHERLY FOR
 EN0658'1.4 MILES TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 EN0658'NORTHERLY FOR 1.65 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 EN0658'CONTINUE NORTHERLY FOR 0.5 MILE TO A WIRE GATE.  PASS THROUGH GATE
 EN0658'AND CONTINUE NORTHERLY FOR 0.05 MILE TO THE STATION ON THE LEFT.
 EN0658'
 EN0658'STATION MARK IS A STANDARD DISK, STAMPED SMITH 1935, SET IN THE TOP
 EN0658'OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 10 INCHES ABOVE THE
 EN0658'GROUND.  IT IS 72.0 FEET WEST OF A NORTH-SOUTH FENCE LINE, 48.0
 EN0658'FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND 2.0 FEET EAST OF A
 EN0658'WITNESS POST.
 EN0658'
 EN0658'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SMITH NO 1 1935, SET IN
 EN0658'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 10 INCHES
 EN0658'ABOVE THE GROUND.  IT IS 24.0 FEET EAST OF THE CENTERLINE OF THE
 EN0658'TRACK ROAD AND 2.5 FEET WEST OF THE NORTH-SOUTH FENCE LINE. THE
 EN0658'MARK IS ABOUT THE SAME ELEVATION AS THE STATION.
 EN0658'
 EN0658'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SMITH NO 2 1935, SET IN
 EN0658'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 10 INCHES
 EN0658'ABOVE THE GROUND.  IT IS 22.0 FEET EAST OF THE CENTERLINE OF THE
 EN0658'TRACK ROAD AND 2.0 FEET WEST OF THE NORTH-SOUTH FENCE LINE.  THE MARK
 EN0658'IS ABOUT THE SAME ELEVATION AS THE STATION.
 EN0658'
 EN0658'AZIMUTH MARK IS A STANDARD DISK, STAMPED SMITH 1935 AZI 3 1967, SET
 EN0658'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0658'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 57.0 FEET EAST OF THE
 EN0658'CENTERLINE OF A GRADED ROAD AND 2.5 FEET NORTHEAST OF A WITNESS
 EN0658'POST.
 EN0658'
 EN0658'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12-1/2 MILES SOUTH
 EN0658'OF WELLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2664 ***********************************************************************
 CS2664  DESIGNATION -  SMITH
 CS2664  PID         -  CS2664
 CS2664  STATE/COUNTY-  TX/ELLIS
 CS2664  USGS QUAD   -  ROSSER (1963)
 CS2664
 CS2664                         *CURRENT SURVEY CONTROL
 CS2664  ___________________________________________________________________
 CS2664* NAD 83(1993)-  32 25 05.38183(N)    096 28 09.26720(W)     ADJUSTED  
 CS2664* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 CS2664  ___________________________________________________________________
 CS2664  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 CS2664  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CS2664
 CS2664  HORZ ORDER  -  SECOND
 CS2664
 CS2664.The horizontal coordinates were established by classical geodetic methods
 CS2664.and adjusted by the National Geodetic Survey in February 1996..
 CS2664
 CS2664.The orthometric height was scaled from a topographic map.
 CS2664
 CS2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2664
 CS2664.The geoid height was determined by GEOID03.
 CS2664
 CS2664;                    North         East     Units Scale Factor Converg.
 CS2664;SPC TXNC     - 2,085,180.289   790,992.163   MT  0.99993330   +1 06 27.2
 CS2664;SPC TXNC     - 6,841,129.00  2,595,113.45   sFT  0.99993330   +1 06 27.2
 CS2664;UTM  14      - 3,589,606.079   737,985.622   MT  1.00029848   +1 21 26.5
 CS2664
 CS2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2664!SPC TXNC     -   0.99998832  x   0.99993330  =   0.99992162
 CS2664!UTM  14      -   0.99998832  x   1.00029848  =   1.00028680
 CS2664
 CS2664:                Primary Azimuth Mark                     Grid Az
 CS2664:SPC TXNC     -  ROSSER VALLEY FARMS WATER TANK           035 38 25.1
 CS2664:UTM  14      -  ROSSER VALLEY FARMS WATER TANK           035 23 25.8
 CS2664
 CS2664|---------------------------------------------------------------------|
 CS2664| PID    Reference Object                     Distance      Geod. Az  |
 CS2664|                                                           dddmmss.s |
 CS2664| CS2666 ROSSER VALLEY FARMS WATER TANK      APPROX. 4.9 KM 0364452.3 |
 CS2664| CY2317 SMITH RM 1                           24.868 METERS 05616     |
 CS2664| CY2318 SMITH RM 2                           25.224 METERS 18750     |
 CS2664| CY2316 SMITH AZ MK                                        2191529.3 |
 CS2664|---------------------------------------------------------------------|
 CS2664
 CS2664                          SUPERSEDED SURVEY CONTROL
 CS2664
 CS2664  NAD 83(1986)-  32 25 05.38916(N)    096 28 09.24979(W) AD(       ) 2
 CS2664  NAD 27      -  32 25 04.88100(N)    096 28 08.30300(W) AD(       ) 2
 CS2664
 CS2664.Superseded values are not recommended for survey control.
 CS2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2664.See file dsdata.txt to determine how the superseded data were derived.
 CS2664
 CS2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3798689606(NAD 83)
 CS2664_MARKER: DS = TRIANGULATION STATION DISK
 CS2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2664
 CS2664  HISTORY     - Date     Condition        Report By
 CS2664  HISTORY     - 1947     MONUMENTED       CGS
 CS2664  HISTORY     - 1961     GOOD             USGS
 CS2664  HISTORY     - 1962     GOOD             CGS
 CS2664  HISTORY     - 1963     MARK NOT FOUND   USGS
 CS2664
 CS2664                          STATION DESCRIPTION
 CS2664
 CS2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2664'THE STATION IS LOCATED ALONG STATE ROUTE 34, ABOUT 11 MILES
 CS2664'NORTHEAST OF ENNIS, ABOUT 6-1/2 MILES SOUTHEAST OF BRISTOL
 CS2664'AND 1/2 MILE SOUTHWEST OF THE TRINITY RIVER BRIDGE.  IT IS
 CS2664'SITUATED IN THE HIGHWAY RIGHT-OF-WAY LINE, 40 FEET EAST OF
 CS2664'CENTER OF THE HIGHWAY.  THE MARK, STAMPED SMITH 1947, IS
 CS2664'SET FLUSH WITH THE SURFACE OF THE GROUND.
 CS2664'
 CS2664'REFERENCE MARK NO. 1 IS SET ON THE WEST EDGE OF A CULTIVATED
 CS2664'FIELD, 60 FEET EAST OF CENTER OF THE HIGHWAY.  IT IS STAMPED
 CS2664'SMITH NO 1 1947 AND PROJECTS 4 INCHES.
 CS2664'
 CS2664'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, SET IN THE
 CS2664'WEST EDGE OF A CULTIVATED FIELD, 60 FEET EAST OF THE CENTER
 CS2664'OF STATE HIGHWAY 34.  IT IS STAMPED SMITH NO 2 1947 AND
 CS2664'PROJECTS 4 INCHES.
 CS2664'
 CS2664'THE AZIMUTH MARK IS LOCATED 0.7 MILE SOUTH-SOUTHWEST OF THE
 CS2664'STATION, 84 FEET WEST OF CENTER OF THE HIGHWAY, SET IN
 CS2664'THE SOUTHEAST CORNER OF A CULTIVATED FIELD AND IS 2 FEET
 CS2664'NORTH OF A REFERENCE POST.  THE DISK IS STAMPED SMITH 1947
 CS2664'AND PROJECTS 4 INCHES.
 CS2664'
 CS2664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 CS2664'AND STATE ROUTE 34 IN ENNIS, GO NORTHEAST ON STATE ROUTE
 CS2664'34 FOR 10.1 MILES TO THE AZIMUTH MARK ON THE LEFT.  THENCE
 CS2664'CONTINUE NORTHEASTERLY ON THE HIGHWAY FOR 0.7 MILE TO THE
 CS2664'STATION ON THE RIGHT AS DESCRIBED.
 CS2664'
 CS2664'AN 87 FOOT SIGNAL AT BOIS IS VISIBLE AT 50 FEET.
 CS2664'
 CS2664'A 74 FOOT SIGNAL AT TELICO IS VISIBLE FROM THE GROUND.
 CS2664'
 CS2664'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2664
 CS2664                          STATION RECOVERY (1961)
 CS2664
 CS2664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS2664'STATION AND R.M.S RECOVERED AS DESCRIBED.  AZIMUTH MARK HAS
 CS2664'BEEN DESTROYED.  IT WAS BENT AND BROKEN OFF.
 CS2664
 CS2664                          STATION RECOVERY (1962)
 CS2664
 CS2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ABD)
 CS2664'ORIGINAL DESCRIPTION IS ADEQUATE.
 CS2664'
 CS2664'BOTH REFERENCE MARKS WERE FOUND WITH THE TOPS SLIGHTLY BEATEN.
 CS2664'
 CS2664'THE AZIMUTH MARK WAS BROKEN OFF WITH THE CAP STILL NEARBY.
 CS2664
 CS2664                          STATION RECOVERY (1963)
 CS2664
 CS2664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CS2664'SURFACE MARK APPARENTLY DESTROYED, A PARTIALLY FILLED IN
 CS2664'HOLE IS AT SITE.  R.M. 1 RECOVERED IN GOOD CONDITION.
 CS2664'R.M. 2 HAS TOP AND TABLET KNOCKED OFF.  AZIMUTH MARK WAS
 CS2664'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3139 ***********************************************************************
 CS3139  DESIGNATION -  SMITH
 CS3139  PID         -  CS3139
 CS3139  STATE/COUNTY-  TX/PARKER
 CS3139  USGS QUAD   -  AZLE (1978)
 CS3139
 CS3139                         *CURRENT SURVEY CONTROL
 CS3139  ___________________________________________________________________
 CS3139* NAD 83(1993)-  32 52 45.81840(N)    097 35 42.31994(W)     ADJUSTED  
 CS3139* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 CS3139  ___________________________________________________________________
 CS3139  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CS3139  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CS3139
 CS3139  HORZ ORDER  -  FIRST
 CS3139
 CS3139.The horizontal coordinates were established by classical geodetic methods
 CS3139.and adjusted by the National Geodetic Survey in February 1996..
 CS3139
 CS3139.The orthometric height was scaled from a topographic map.
 CS3139
 CS3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3139
 CS3139.The geoid height was determined by GEOID03.
 CS3139
 CS3139;                    North         East     Units Scale Factor Converg.
 CS3139;SPC TXNC     - 2,134,843.630   684,670.269   MT  0.99987712   +0 29 36.7
 CS3139;SPC TXNC     - 7,004,066.14  2,246,289.04   sFT  0.99987712   +0 29 36.7
 CS3139;UTM  14      - 3,638,791.511   631,424.661   MT  0.99981297   +0 45 46.1
 CS3139
 CS3139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3139!SPC TXNC     -   0.99995671  x   0.99987712  =   0.99983383
 CS3139!UTM  14      -   0.99995671  x   0.99981297  =   0.99976968
 CS3139
 CS3139:                Primary Azimuth Mark                     Grid Az
 CS3139:SPC TXNC     -  SMITH AZ MK                              103 27 44.3
 CS3139:UTM  14      -  SMITH AZ MK                              103 11 34.9
 CS3139
 CS3139|---------------------------------------------------------------------|
 CS3139| PID    Reference Object                     Distance      Geod. Az  |
 CS3139|                                                           dddmmss.s |
 CS3139| CY2313 SMITH AZ MK                                        1035721.0 |
 CS3139| CS3031 FORT WORTH AIRCRAFT PLANT N TK      APPROX.17.8 KM 1305222.4 |
 CS3139| CS3030 FORT WORTH AIRCRAFT PLANT S TK      APPROX.17.8 KM 1310335.5 |
 CS3139| CS2977 FORT WORTH ARL HTS TEX CO TK        APPROX.22.6 KM 1360822.1 |
 CS3139| CY2315 SMITH RM 2                           28.673 METERS 23911     |
 CS3139| CY2314 SMITH RM 1                           19.212 METERS 35751     |
 CS3139|---------------------------------------------------------------------|
 CS3139
 CS3139                          SUPERSEDED SURVEY CONTROL
 CS3139
 CS3139  NAD 83(1993)-  32 52 45.82054(N)    097 35 42.30538(W) AD(       ) 1
 CS3139  NAD 83(1986)-  32 52 45.82160(N)    097 35 42.30392(W) AD(       ) 1
 CS3139  NAD 27      -  32 52 45.36100(N)    097 35 41.21200(W) AD(       ) 1
 CS3139
 CS3139.Superseded values are not recommended for survey control.
 CS3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3139.See file dsdata.txt to determine how the superseded data were derived.
 CS3139
 CS3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3142538792(NAD 83)
 CS3139_MARKER: DD = SURVEY DISK
 CS3139_SETTING: 0 = UNSPECIFIED SETTING
 CS3139
 CS3139  HISTORY     - Date     Condition        Report By
 CS3139  HISTORY     - 1946     MONUMENTED       CGS
 CS3139  HISTORY     - 1951     GOOD             CGS
 CS3139  HISTORY     - 1956     GOOD             CGS
 CS3139  HISTORY     - 1960     GOOD             CGS
 CS3139  HISTORY     - 1963     GOOD             CGS
 CS3139  HISTORY     - 1969     GOOD             CGS
 CS3139  HISTORY     - 19970524 GOOD             USPSQD
 CS3139  HISTORY     - 20050212 GOOD             USPSQD
 CS3139
 CS3139                          STATION DESCRIPTION
 CS3139
 CS3139'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3139'STATION IS LOCATED 3.6 MILES W OF AZLE, IN A PASTURE BELONGING
 CS3139'TO MR. SMITH.  IT IS ON THE HIGHEST POINT IN THE PASTURE, 27 FEET
 CS3139'S OF AN 18-INCH LIVE OAK TREE WITH A TRIANGLE BLAZE, 25 FEET
 CS3139'N OF A 20-INCH LIVE OAK TREE WITH A TRIANGLE BLAZE, AND 13
 CS3139'FEET NW OF A STEEP BANK.
 CS3139'
 CS3139'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CS3139'THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED SMITH 1946,
 CS3139'AND PROJECTS 3 INCHES.
 CS3139'
 CS3139'REFERENCE MARK 1 IS 63.04 FEET N OF THE STATION.  IT IS 41 FEET W
 CS3139'OF A STEEP BANK AND 40 FEET N OF AN 18-INCH LIVE OAK TREE
 CS3139'WITH A TRIANGLE BLAZE.  IT IS A BRONZE REFERENCE DISK STAMPED
 CS3139'SMITH NO 1 1946, AND IS SET IN THE TOP OF A CONCRETE POST.  IT
 CS3139'PROJECTS 3 INCHES.
 CS3139'
 CS3139'REFERENCE MARK 2 IS 94.08 FEET SW OF THE STATION.  IT IS 35 FEET N
 CS3139'OF A STEEP BANK, 30 FEET W OF A 24-INCH LIVE OAK TREE WITH
 CS3139'A TRIANGLE BLAZE.  IT IS A BRONZE REFERENCE DISK STAMPED SMITH
 CS3139'NO 2 1946, AND IS SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3139'3 INCHES.
 CS3139'
 CS3139'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SE OF THE STATION, 79
 CS3139'FEET SW OF THE SW CORNER OF A SMALL WHITE HOUSE, 31 FEET N
 CS3139'OF THE CENTER OF A DIRT ROAD, 7 FEET NE OF A FENCE CORNER, AND 1
 CS3139'FOOT NE OF A WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET
 CS3139'IN CONCRETE.
 CS3139'
 CS3139'TO REACH STATION FROM THE SIGNAL LIGHT ON THE MAIN STREET OF AZLE,
 CS3139'TURN LEFT ON THE BLACK-TOP ROAD AND S 0.2 MILE TO A FORK IN
 CS3139'THE ROAD AT CHURCH, TAKE RIGHT FORK AND FOLLOW MAIN TRAVELED
 CS3139'ROAD FOR 2.5 MILES TO FORK IN THE ROAD, TAKE RIGHT FORK FOR
 CS3139'0.25 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE
 CS3139'STRAIGHT AHEAD FOR 0.45 MILE TO GATE ON RIGHT, TURN RIGHT
 CS3139'THROUGH GATE, TURN LEFT AND FOLLOW DIM WAGON TRACKS TO HIGHEST
 CS3139'POINT IN PASTURE AND STATION SITE AS DESCRIBED.
 CS3139'
 CS3139'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3139
 CS3139                          STATION RECOVERY (1951)
 CS3139
 CS3139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3139'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  THE STATION
 CS3139'IS ON THE SE CORNER OF A PROMINENT FLAT TOP HILL HAVING TIMBER ON
 CS3139'THE AREA SURROUNDING THE STATION.  IT IS 70 YARDS E OF A GRADED
 CS3139'ROAD LEADING N FROM THE AZLE-VEAL ROAD AND PASSING OVER THE
 CS3139'STATION HILL.  IT IS ABOUT 0.1 MILE N OF THE MAIN ROAD AND A NEW
 CS3139'RANCH HOUSE S OF THE MAIN ROAD.
 CS3139
 CS3139                          STATION RECOVERY (1956)
 CS3139
 CS3139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (BG)
 CS3139'THIS STATION IS REPORTED TO BE IN GOOD CONDITION.
 CS3139
 CS3139                          STATION RECOVERY (1960)
 CS3139
 CS3139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3139'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 CS3139'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CS3139'STATION SITE ARE CORRECT.
 CS3139
 CS3139                          STATION RECOVERY (1963)
 CS3139
 CS3139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3139'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CS3139'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DUE TO THE
 CS3139'BUILDING OF NEW ROADS THE TO REACH THE STATION IS AS FOLLOWS--TO
 CS3139'REACH FROM THE CAUTION LIGHT ON THE MAIN STREET IN AZLE, GO
 CS3139'SOUTHWESTERLY ON A BLACK TOP ROAD FOR 0.3 MILE TO A ROAD FORK
 CS3139'AT THE ASH CREEK BAPTIST CHURCH (S. STEWART STREET AND SILVER
 CS3139'CREEK ROAD), TAKE RIGHT FORK, GO WESTERLY ON THE BLACK TOP ROAD
 CS3139'FOR 2.0 MILES TO A T-ROAD JUNCTION OF FARM ROAD 1707.  TURN
 CS3139'LEFT ON FARM ROAD 1707, GO 0.6 MILE TO A CROSSROAD.  TURN
 CS3139'RIGHT, GO 0.05 MILE TO A FARM HOUSE AND THE AZIMUTH MARK ON
 CS3139'THE RIGHT.  CONTINUE WESTERLY ON THE GRADED ROAD FOR 0.55
 CS3139'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, UPHILL, GO
 CS3139'0.15 MILE TO SUMMIT OF ROAD AND THE STATION ON THE RIGHT.
 CS3139
 CS3139                          STATION RECOVERY (1969)
 CS3139
 CS3139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS3139'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK
 CS3139'WERE RECOVERED IN GOOD CONDITION.  A HOUSE HAS BEEN BUILT ON THE
 CS3139'HILL AT STATION.  THE STATION MARK IS ABOUT 2 FEET EAST OF THE
 CS3139'EAST SIDE OF HOUSE.  REFERENCE MARK NO. 1 IS ABOUT 10 FEET EAST
 CS3139'OF THE NORTHEAST CORNER OF HOUSE.  REFERENCE MARK NO. 2 IS
 CS3139'IN THE FRONT LAWN SOUTHWEST OF THE HOUSE AND IS NO LONGER
 CS3139'VISIBLE FROM THE STATION.
 CS3139'
 CS3139'TO REACH STATION FROM THE CAUTION LIGHT IN AZLE, GO SOUTHWESTERLY
 CS3139'ON A BLACK-TOP ROAD 0.3 MILE TO A ROAD FORK AT THE ASH CREEK
 CS3139'BAPTIST CHURCH.  TAKE RIGHT FORK, GO 2.0 MILE TO THE JUNCTION OF
 CS3139'FARM ROAD 1707.  TURN LEFT, GO 0.6 MILE TO A CROSSROAD.  TURN
 CS3139'RIGHT, GO 0.05 MILE TO A FARM HOUSE AND AZIMUTH MARK ON THE
 CS3139'RIGHT.  CONTINUE WEST FOR 0.55 MILE TO A SIDE ROAD ON THE RIGHT.
 CS3139'TURN RIGHT, GO 0.15 MILE TO A GATE ON RIGHT.  PASS THROUGH
 CS3139'GATE GO ABOUT 100 YARDS TO HOUSE AND STATION.
 CS3139'
 CS3139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5
 CS3139'MILES WEST OF AZLE.
 CS3139
 CS3139                          STATION RECOVERY (1997)
 CS3139
 CS3139'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3139'RECOVERED IN GOOD CONDITION.
 CS3139
 CS3139                          STATION RECOVERY (2005)
 CS3139
 CS3139'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 CS3139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0738 ***********************************************************************
 CC0738  DESIGNATION -  SMITH
 CC0738  PID         -  CC0738
 CC0738  STATE/COUNTY-  TX/ECTOR
 CC0738  USGS QUAD   -  ODESSA NW (1981)
 CC0738
 CC0738                         *CURRENT SURVEY CONTROL
 CC0738  ___________________________________________________________________
 CC0738* NAD 83(1993)-  31 58 35.40031(N)    102 27 50.61985(W)     ADJUSTED  
 CC0738* NAVD 88     -       921.4    (meters)    3023.     (feet)  VERTCON   
 CC0738  ___________________________________________________________________
 CC0738  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 CC0738  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CC0738
 CC0738  HORZ ORDER  -  FIRST
 CC0738
 CC0738.The horizontal coordinates were established by classical geodetic methods
 CC0738.and adjusted by the National Geodetic Survey in February 1996..
 CC0738
 CC0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0738
 CC0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0738
 CC0738.The geoid height was determined by GEOID03.
 CC0738
 CC0738;                    North         East     Units Scale Factor Converg.
 CC0738;SPC TX C     - 3,258,000.004   498,616.513   MT  1.00002636   -1 05 50.8
 CC0738;SPC TX C     -10,688,955.01  1,635,877.68   sFT  1.00002636   -1 05 50.8
 CC0738;SPC TXNC     - 2,041,427.342   225,399.161   MT  1.00004713   -2 09 43.1
 CC0738;SPC TXNC     - 6,697,582.87    739,497.08   sFT  1.00004713   -2 09 43.1
 CC0738;UTM  13      - 3,540,640.378   739,628.675   MT  1.00030822   +1 20 37.0
 CC0738
 CC0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0738!SPC TX C     -   0.99985908  x   1.00002636  =   0.99988543
 CC0738!SPC TXNC     -   0.99985908  x   1.00004713  =   0.99990620
 CC0738!UTM  13      -   0.99985908  x   1.00030822  =   1.00016726
 CC0738
 CC0738:                Primary Azimuth Mark                     Grid Az
 CC0738:SPC TX C     -  SMITH AZ MK                              029 22 14.2
 CC0738:SPC TXNC     -  SMITH AZ MK                              030 26 06.5
 CC0738:UTM  13      -  SMITH AZ MK                              026 55 46.4
 CC0738
 CC0738|---------------------------------------------------------------------|
 CC0738| PID    Reference Object                     Distance      Geod. Az  |
 CC0738|                                                           dddmmss.s |
 CC0738| CI0513 SMITH AZ MK                                        0281623.4 |
 CC0738| CC0734 ODESSA COURTHOUSE CUPOLA            APPROX.17.0 KM 1473555.1 |
 CC0738| CC0735 ODESSA GRADE SCHOOL FINIAL          APPROX.16.3 KM 1481946.9 |
 CC0738| CC0736 ODESSA GRADE SCHOOL STACK           APPROX.16.3 KM 1482052.7 |
 CC0738| CC0737 ODESSA WATER TANK                   APPROX.16.1 KM 1493733.4 |
 CC0738| CC0769 AIRWAY BEACON A                     APPROX.18.7 KM 2272849.2 |
 CC0738| CI0514 SMITH RM E                           20.686 METERS 26813     |
 CC0738| CI0515 SMITH RM 2                           30.645 METERS 33408     |
 CC0738|---------------------------------------------------------------------|
 CC0738
 CC0738                          SUPERSEDED SURVEY CONTROL
 CC0738
 CC0738  NAD 83(1993)-  31 58 35.40291(N)    102 27 50.61202(W) AD(       ) 1
 CC0738  NAD 83(1986)-  31 58 35.40246(N)    102 27 50.61165(W) AD(       ) 1
 CC0738  NAD 27      -  31 58 34.96900(N)    102 27 49.08200(W) AD(       ) 1
 CC0738  NGVD 29 (07/19/86)  921.0    (m)         3022.     (f) VERT ANG       
 CC0738
 CC0738.Superseded values are not recommended for survey control.
 CC0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0738.See file dsdata.txt to determine how the superseded data were derived.
 CC0738
 CC0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR3962940640(NAD 83)
 CC0738_MARKER: P = PIPE CAP
 CC0738_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CC0738_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CC0738
 CC0738  HISTORY     - Date     Condition        Report By
 CC0738  HISTORY     - 1909     MONUMENTED       CGS
 CC0738  HISTORY     - 1912     GOOD             CGS
 CC0738  HISTORY     - 1935     GOOD             CGS
 CC0738  HISTORY     - 1938     GOOD             TXHD
 CC0738  HISTORY     - 1944     GOOD             LOCENG
 CC0738  HISTORY     - 1970     GOOD             NGS
 CC0738
 CC0738                          STATION DESCRIPTION
 CC0738
 CC0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 CC0738'TEN AND ONE-HALF MILES DIRECT, OR 14 MILES BY ROAD, NW BY N FROM
 CC0738'ODESSA, A TOWN ON THE TEXAS AND PACIFIC RAILWAY, 3/4 MILE W OF
 CC0738'THE MAIN COUNTY ROAD, ON THE RANCH OWNED BY R.W. SMITH, AND
 CC0738'1 MILE SW OF HIS RESIDENCE.  SURFACE MARK IS CAP STATION MARK
 CC0738'SCREWED TO THE TOP OF A 3-INCH IRON PIPE 30 INCHES LONG WHICH IS
 CC0738'EMBEDDED IN A CYLINDER OF CONCRETE 20 INCHES IN DIAMETER AND
 CC0738'30 INCHES LONG.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN
 CC0738'CONCRETE.  REFERENCE MARK IS A
 CC0738'3/4-INCH IRON ROD 18 INCHES LONG SET IN A CYLINDER OF CONCRETE
 CC0738'12 INCHES IN DIAMETER AND 20 INCHES LONG.  IT IS 20.684
 CC0738'METERS, (67.86 FEET) FROM THE STATION, S 88 DEG 12 MIN W.
 CC0738'SMITHS WINDMILL IS ABOUT 3/4 MILE FROM THE STATION IN
 CC0738'N 24 DEG 41 MIN E.  BEARING FROM STATION TO ODESSA,
 CC0738'COURTHOUSE CUPOLA, ABOUT 7 MILES, S 32 DEG 24 MIN E.
 CC0738'BEARING OBSERVATIONS MADE AT TRIANGULATION STATION IN
 CC0738'1912.  LATITUDE STATION OF 1912 WAS 2.075 METERS, (6.81
 CC0738'FEET) DUE W OF TRIANGULATION STATION.
 CC0738
 CC0738                          STATION RECOVERY (1935)
 CC0738
 CC0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0738'THE STATION WAS RECOVERED AS DESCRIBED.  A REVISED DESCRIPTION
 CC0738'OF THE STATION FOLLOWS--
 CC0738'
 CC0738'THE STATION IS LOCATED ABOUT 11 MILES NW OF ODESSA, 3/4 MILE
 CC0738'W OF NS COUNTY ROAD, AND 0.75 MILE SSW OF THE HOUSE AND
 CC0738'BUILDINGS OF R.W. SMITH, ON WHOSE LAND THE STATION IS LOCATED.
 CC0738'
 CC0738'THE STATION MARK PROJECTS 2 INCHES AND IS
 CC0738'IN EXCELLENT CONDITION.  IT IS A STANDARD BRONZE PIPECAP
 CC0738'BENCHMARK DISK SET ON A PIPE WHICH IS ENCASED IN A ROUND MASS
 CC0738'OF CONCRETE.  THE NUMERALS, 1908 ARE ETCHED IN THE CEMENT
 CC0738'SURROUNDING THE MARK.  SMITH 1909 WAS STAMPED ON THE MARK.
 CC0738'
 CC0738'REFERENCE MARK (1909) IS A 1/2-INCH IRON ROD SET IN A CIRCULAR
 CC0738'MASS OF CONCRETE.  IT IS FLUSH WITH GROUND AND IS W OF THE
 CC0738'STATION.  THE NUMERALS, 1908 ARE ETCHED IN THE CONCRETE
 CC0738'SURROUNDING THE MARK.
 CC0738'
 CC0738'REFERENCE MARK NO. 2 A STANDARD DISK IN CONCRETE
 CC0738'WAS SET AND IS NNW OF THE STATION.  IT PROJECTS
 CC0738'6 INCHES AND IS STAMPED, SMITH 1909.
 CC0738'
 CC0738'THE AZIMUTH MARK A STANDARD DISK IN CONCRETE
 CC0738'AND IS NNE OF THE STATION.  IT IS 3 FEET NNW OF A LONE
 CC0738'SE FENCE CORNER FORMED BY THE INTERSECTION OF AN E-W FENCE AND A
 CC0738'NE AND SW FENCE.
 CC0738'
 CC0738'TO REACH THE STATION FROM ECTOR COUNTY COURTHOUSE, IN ODESSA, GO
 CC0738'N ON STATE HIGHWAY 51, 10.4 MILES TO A DIRT ROAD ON THE LEFT.
 CC0738'HERE LEAVE HIGHWAY, TURN LEFT, PASS OVER CATTLE GUARD (THERE
 CC0738'IS A SIGN, R.W. SMITH RANCH 2 MILES, ON THIS GUARD) AND GO
 CC0738'DUE W, 2.3 MILES TO THE RANCH BUILDINGS OF R.W. SMITH, PASS
 CC0738'THRU THE CORRALS TO THE N OF THE BARN AND GO SW ALONG THE SE
 CC0738'SIDE OF A FENCE 0.2 MILE TO A FENCE CORNER.  (AZIMUTH MARK IS
 CC0738'AT THIS CORNER).  FROM THIS POINT GO SW ON TRACK ROAD 0.5 MILE,
 CC0738'THEN LEAVE ROAD, TURN HALF RIGHT, AND GO W THRU MESQUITE
 CC0738'0.1 MILE TO THE STATION.
 CC0738'
 CC0738'NOTE--ORIGINAL AZIMUTH OF REFERENCE MARK (1909) 88 12,
 CC0738'
 CC0738'MEASURED AZIMUTH OF REFERENCE MARK (1909) 88 13 14.4.
 CC0738'
 CC0738'A 60-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 CC0738
 CC0738                          STATION RECOVERY (1938)
 CC0738
 CC0738'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0738'DESCRIPTION AS GIVEN IS SATISFACTORY IN REACHING STATION.
 CC0738'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AND FOUND IN
 CC0738'GOOD CONDITION.
 CC0738
 CC0738                          STATION RECOVERY (1944)
 CC0738
 CC0738'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (LMW)
 CC0738'STATION RECOVERED BY ROBERT H. RAY, INC.
 CC0738'
 CC0738'REVISED DESCRIPTION FOR REACHING STATION IS SATISFACTORY.
 CC0738'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 CC0738
 CC0738                          STATION RECOVERY (1970)
 CC0738
 CC0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0738'THE STATION MARK, REFERENCE MARKS 1909 AND NO. 2, AND THE
 CC0738'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN THE
 CC0738'STAMPING WAS NOTED FOR REFERENCE MARK NO. 2.
 CC0738'
 CC0738'A NEW DESCRIPTION FOLLOWS--
 CC0738'
 CC0738'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF ODESSA,
 CC0738'3-3/4 MILES WEST OF U.S. HIGHWAY 385, 3/4 MILE SOUTH-SOUTHWEST OF
 CC0738'RANCH BUILDINGS, JUST SOUTHWEST OF A POINT WHERE A SINGLE POLE
 CC0738'POWER LINE CROSSES UNDER A DOUBLE POLE TRANSMISSION POWER LINE,
 CC0738'IN PASTURE LAND ON A RANCH OWNED BY MR. W.C. BILL SMITH OF
 CC0738'ODESSA.  THERE IS A SMALL DEPRESSION OR DRY LAKE ABOUT 0.1
 CC0738'MILE NORTH OF THE STATION SITE.
 CC0738'
 CC0738'THE STATION MARK IS A STANDARD PIPECAP BENCHMARK DISK STAMPED
 CC0738'SMITH 1909, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 CC0738'2-INCHES.  THE NUMBERS 1908 ARE SCRIBED IN THE CONCRETE.  IT
 CC0738'IS 312 FEET SOUTH-SOUTHWEST OF A SET OF TWIN POWER POLES, 121
 CC0738'FEET WEST-SOUTHWEST OF A SINGLE POWER POLE, 79 FEET SOUTHWEST
 CC0738'OF CENTER OF TRACK ROAD, AND 2 FEET WEST OF A METAL WITNESS
 CC0738'POST.
 CC0738'
 CC0738'REFERENCE MARK (1909) IS A 1/2-INCH IRON ROD SET IN A ROUND
 CC0738'CONCRETE MONUMENT WHICH PROJECTS I-INCH, THE LETTERS AND
 CC0738'NUMBERS USC AND GS 1908 ARE SCRIBED IN THE CONCRETE.  IT IS
 CC0738'145 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD, AND 1.5
 CC0738'FEET EAST OF A METAL WITNESS POST.
 CC0738'
 CC0738'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SMITH RM 2 1935,
 CC0738'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CC0738'IT IS 225 FEET SOUTH OF A SET OF TWIN POWER POLES, 119 FEET
 CC0738'SOUTHWEST OF A SINGLE POWER POLE, 98 FEET SOUTHWEST OF CENTER
 CC0738'OF TRACK ROAD, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 CC0738'
 CC0738'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CC0738'SMITH 1935 AZIMUTH, SET IN A SQUARE CONCRETE MONUMENT WHICH
 CC0738'PROJECTS 9-INCHES.  IT IS 594 FEET SOUTHWEST OF A FENCE LINE
 CC0738'LEADING SOUTH-SOUTHEAST FROM THE RANCH BUILDINGS, 307 FEET
 CC0738'SOUTHWEST OF CENTER OF CLICHE ROAD, 250 FEET SOUTH OF A POWER
 CC0738'POLE WITH 3 TRANSFORMERS MOUNTED ON IT - THIS POLE IS NEARLY ON
 CC0738'LINE WITH THE WINDMILL IN THE YARD AT THE REAR OF THE BRICK
 CC0738'RANCH HOUSE, 18 FEET WEST-SOUTHWEST OF CENTER OF A VERY DIM
 CC0738'TRACK ROAD, AND 1.5 FEET WEST OF A METAL WITNESS POST.
 CC0738'
 CC0738'TO REACH THE STATION FROM THE ECTOR COUNTY COURTHOUSE IN ODESSA,
 CC0738'GO NORTH ON U.S. HIGHWAY 385 FOR 8.4 MILES TO THE CROSSROAD
 CC0738'INTERSECTION WITH LOOP ROAD - STATE HIGHWAY 338, CONTINUE
 CC0738'NORTHERLY ON HIGHWAY 385 FOR 2.6 MILES TO A CROSSROAD, PAVED
 CC0738'TO THE RIGHT AND A SIGN, GARDENDALE, GRADED TO THE LEFT AND A
 CC0738'SIGN, W.C. BILL SMITH RANCH, TURN LEFT, WEST, AND FOLLOW GRADED
 CC0738'ROAD FOR 2.05 MILES TO A GRADED CROSSROAD, OR T ROAD WITH A
 CC0738'CATTLE GUARD AND RANCH ROAD STRAIGHT AHEAD, CROSS CATTLE GUARD
 CC0738'AND CONTINUE WEST FOR 0.3 MILE TO RANCH BUILDINGS AND
 CC0738'CORRALS.  TURN LEFT AT EAST SIDE OF RANCH YARD AND FOLLOW
 CC0738'TRACK ROAD SOUTH FOR .05 MILE TO A CATTLE GUARD IN A FENCE
 CC0738'LEADING TO THE SOUTH-SOUTHEAST, CROSS CATTLE GUARD AND
 CC0738'FOLLOW CLICHE TRACK ROAD FOR 0.15 MILE - THE AZIMUTH MARK
 CC0738'IS DESCRIBED FROM THIS POINT - CONTINUE SOUTHWESTERLY FOR
 CC0738'0.2 MILE TO OIL STORAGE TANKS AND A CROSSROAD, TURN RIGHT
 CC0738'AND GO WESTERLY FOR 0.2 MILE TO ANOTHER CROSSROAD, CONTINUE
 CC0738'WESTERLY FOR 0.2 MILE TO A CATTLE GUARD, CROSS CATTLE
 CC0738'GUARD AND TURN LEFT ON TRACK ROAD FOLLOWING ALONG AND UNDER
 CC0738'TWIN POLE TRANSMISSION POWER LINE FOR 0.3 MILE TO THE
 CC0738'STATION ON THE RIGHT AS DESCRIBED.
 CC0738'
 CC0738'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11
 CC0738'MILES NNW OF ODESSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1966 ***********************************************************************
 AY1966  DESIGNATION -  SMITH 1924 RM 1
 AY1966  PID         -  AY1966
 AY1966  STATE/COUNTY-  TX/BEXAR
 AY1966  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1966
 AY1966                         *CURRENT SURVEY CONTROL
 AY1966  ___________________________________________________________________
 AY1966* NAD 83(1993)-  29 41 16.02095(N)    098 45 47.67015(W)     ADJUSTED  
 AY1966* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 AY1966  ___________________________________________________________________
 AY1966  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 AY1966  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AY1966
 AY1966  HORZ ORDER  -  SECOND
 AY1966
 AY1966.The horizontal coordinates were established by classical geodetic methods
 AY1966.and adjusted by the National Geodetic Survey in February 1996..
 AY1966
 AY1966.The orthometric height was scaled from a topographic map.
 AY1966
 AY1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1966
 AY1966.The geoid height was determined by GEOID03.
 AY1966
 AY1966;                    North         East     Units Scale Factor Converg.
 AY1966;SPC TXSC     - 4,205,546.414   622,912.379   MT  0.99988214   +0 06 57.6
 AY1966;SPC TXSC     -13,797,696.86  2,043,671.70   sFT  0.99988214   +0 06 57.6
 AY1966;UTM  14      - 3,284,213.504   522,905.963   MT  0.99960647   +0 07 02.1
 AY1966
 AY1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1966!SPC TXSC     -   0.99991315  x   0.99988214  =   0.99979530
 AY1966!UTM  14      -   0.99991315  x   0.99960647  =   0.99951966
 AY1966
 AY1966                          SUPERSEDED SURVEY CONTROL
 AY1966
 AY1966  NAD 83(1986)-  29 41 16.02624(N)    098 45 47.65379(W) AD(       ) 2
 AY1966  NAD 27      -  29 41 15.22500(N)    098 45 46.56600(W) AD(       ) 2
 AY1966
 AY1966.Superseded values are not recommended for survey control.
 AY1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1966.See file dsdata.txt to determine how the superseded data were derived.
 AY1966
 AY1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2290684214(NAD 83)
 AY1966_MARKER: DR = REFERENCE MARK DISK
 AY1966_SETTING: 66 = SET IN ROCK OUTCROP
 AY1966_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AY1966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1966+STABILITY: POSITION/ELEVATION WELL
 AY1966
 AY1966  HISTORY     - Date     Condition        Report By
 AY1966  HISTORY     - 1924     MONUMENTED       CGS
 AY1966  HISTORY     - 1988     GOOD             USPSQD
 AY1966
 AY1966                          STATION DESCRIPTION
 AY1966
 AY1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY1966'THE STATION IS ABOUT 13 MILES SOUTHWEST OF BOERNE, 5 MILES
 AY1966'NORTHEAST OF SAN GERONIMO, 2 MILES WEST OF THE CROW RANCH
 AY1966'HOME, AND ON A FLAT-TOPPED HILL LOCALLY KNOWN AS MOUNT SMITH.
 AY1966'
 AY1966'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 AY1966'FARM ROAD 475 AT THE SOUTH EDGE OF BOERNE, GO WEST ON FARM
 AY1966'ROAD 475 FOR 0.55 MILE TO A CROSS ROAD, TURN LEFT AND GO SOUTH
 AY1966'FOR 4.25 MILES TO A FORK (JUST AFTER PASSING THROUGH A CATTLE
 AY1966'GUARD), TAKE THE LEFT ROAD, GO 1.35 MILES TO A CATTLE GUARD
 AY1966'ON THE RIGHT, TURN RIGHT (THROUGH CATTLE GUARD) AND GO 0.5
 AY1966'MILE TO THE CROW RANCH HOME, CONTINUE STRAIGHT AHEAD FOR 0.1
 AY1966'MILE TO A FORK, TAKE THE RIGHT ROAD AND GO 0.7 MILE TO A GATE,
 AY1966'CONTINUE 0.2 MILE TO A GATE, CONTINUE 1.0 MILE TO A FORK AT
 AY1966'THE TOP OF THE DIVIDE, TAKE THE RIGHT ROAD AND GO 0.35 MILE TO
 AY1966'THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.05 MILE TO A
 AY1966'TRIANGULAR-BLAZED OAK TREE ON THE RIGHT, TURN LEFT ON DIM TRACK
 AY1966'ROAD FOR 0.2 MILE, BEAR SOUTHWEST FOR 0.2 MILE TO A
 AY1966'TRIANGULAR-BLAZED OAK TREE ON THE RIGHT, THE STATION IS
 AY1966'ABOUT 75 YARDS TO THE RIGHT OF THIS TREE.
 AY1966'
 AY1966'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1966'STAMPED SMITH NO 1 1924.
 AY1966
 AY1966                          STATION RECOVERY (1988)
 AY1966
 AY1966'RECOVERY NOTE BY US POWER SQUADRON 1988 (LBK)
 AY1966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1967 ***********************************************************************
 AY1967  DESIGNATION -  SMITH 1924 RM 2
 AY1967  PID         -  AY1967
 AY1967  STATE/COUNTY-  TX/BEXAR
 AY1967  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1967
 AY1967                         *CURRENT SURVEY CONTROL
 AY1967  ___________________________________________________________________
 AY1967* NAD 83(1993)-  29 41 16.63173(N)    098 45 48.17266(W)     ADJUSTED  
 AY1967* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 AY1967  ___________________________________________________________________
 AY1967  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 AY1967  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AY1967
 AY1967  HORZ ORDER  -  SECOND
 AY1967
 AY1967.The horizontal coordinates were established by classical geodetic methods
 AY1967.and adjusted by the National Geodetic Survey in February 1996..
 AY1967
 AY1967.The orthometric height was scaled from a topographic map.
 AY1967
 AY1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1967
 AY1967.The geoid height was determined by GEOID03.
 AY1967
 AY1967;                    North         East     Units Scale Factor Converg.
 AY1967;SPC TXSC     - 4,205,565.191   622,898.832   MT  0.99988216   +0 06 57.3
 AY1967;SPC TXSC     -13,797,758.46  2,043,627.25   sFT  0.99988216   +0 06 57.3
 AY1967;UTM  14      - 3,284,232.276   522,892.419   MT  0.99960647   +0 07 01.9
 AY1967
 AY1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1967!SPC TXSC     -   0.99991315  x   0.99988216  =   0.99979532
 AY1967!UTM  14      -   0.99991315  x   0.99960647  =   0.99951966
 AY1967
 AY1967                          SUPERSEDED SURVEY CONTROL
 AY1967
 AY1967  NAD 83(1986)-  29 41 16.63705(N)    098 45 48.15632(W) AD(       ) 2
 AY1967  NAD 27      -  29 41 15.83500(N)    098 45 47.06400(W) AD(       ) 2
 AY1967
 AY1967.Superseded values are not recommended for survey control.
 AY1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1967.See file dsdata.txt to determine how the superseded data were derived.
 AY1967
 AY1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2289284232(NAD 83)
 AY1967_MARKER: DR = REFERENCE MARK DISK
 AY1967_SETTING: 66 = SET IN ROCK OUTCROP
 AY1967_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AY1967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1967+STABILITY: POSITION/ELEVATION WELL
 AY1967
 AY1967  HISTORY     - Date     Condition        Report By
 AY1967  HISTORY     - 1924     MONUMENTED       CGS
 AY1967  HISTORY     - 1988     GOOD             USPSQD
 AY1967
 AY1967                          STATION DESCRIPTION
 AY1967
 AY1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY1967'THE STATION IS ABOUT 13 MILES SOUTHWEST OF BOERNE, 5 MILES
 AY1967'NORTHEAST OF SAN GERONIMO, 2 MILES WEST OF THE CROW RANCH
 AY1967'HOME, AND ON A FLAT-TOPPED HILL LOCALLY KNOWN AS MOUNT SMITH.
 AY1967'
 AY1967'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 AY1967'FARM ROAD 475 AT THE SOUTH EDGE OF BOERNE, GO WEST ON FARM
 AY1967'ROAD 475 FOR 0.55 MILE TO A CROSS ROAD, TURN LEFT AND GO SOUTH
 AY1967'FOR 4.25 MILES TO A FORK (JUST AFTER PASSING THROUGH A CATTLE
 AY1967'GUARD), TAKE THE LEFT ROAD, GO 1.35 MILES TO A CATTLE GUARD
 AY1967'ON THE RIGHT, TURN RIGHT (THROUGH CATTLE GUARD) AND GO 0.5
 AY1967'MILE TO THE CROW RANCH HOME, CONTINUE STRAIGHT AHEAD FOR 0.1
 AY1967'MILE TO A FORK, TAKE THE RIGHT ROAD AND GO 0.7 MILE TO A GATE,
 AY1967'CONTINUE 0.2 MILE TO A GATE, CONTINUE 1.0 MILE TO A FORK AT
 AY1967'THE TOP OF THE DIVIDE, TAKE THE RIGHT ROAD AND GO 0.35 MILE TO
 AY1967'THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.05 MILE TO A
 AY1967'TRIANGULAR-BLAZED OAK TREE ON THE RIGHT, TURN LEFT ON DIM TRACK
 AY1967'ROAD FOR 0.2 MILE, BEAR SOUTHWEST FOR 0.2 MILE TO A
 AY1967'TRIANGULAR-BLAZED OAK TREE ON THE RIGHT, THE STATION IS
 AY1967'ABOUT 75 YARDS TO THE RIGHT OF THIS TREE.
 AY1967'
 AY1967'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK
 AY1967'IS STAMPED SMITH NO 2 1924.
 AY1967
 AY1967                          STATION RECOVERY (1988)
 AY1967
 AY1967'RECOVERY NOTE BY US POWER SQUADRON 1988 (LBK)
 AY1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0472 ***********************************************************************
 AM0472  DESIGNATION -  SMITH AZ MK
 AM0472  PID         -  AM0472
 AM0472  STATE/COUNTY-  TX/MATAGORDA
 AM0472  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0472
 AM0472                         *CURRENT SURVEY CONTROL
 AM0472  ___________________________________________________________________
 AM0472* NAD 83(1993)-  28 48 51.04237(N)    095 33 35.33614(W)     ADJUSTED  
 AM0472* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 AM0472  ___________________________________________________________________
 AM0472  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AM0472  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0472
 AM0472  HORZ ORDER  -  SECOND
 AM0472
 AM0472.The horizontal coordinates were established by classical geodetic methods
 AM0472.and adjusted by the National Geodetic Survey in February 1996..
 AM0472
 AM0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0472
 AM0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0472
 AM0472.The geoid height was determined by GEOID03.
 AM0472
 AM0472;                    North         East     Units Scale Factor Converg.
 AM0472;SPC TXSC     - 4,113,643.228   935,724.998   MT  0.99990425   +1 41 07.4
 AM0472;SPC TXSC     -13,496,177.82  3,069,957.76   sFT  0.99990425   +1 41 07.4
 AM0472;UTM  15      - 3,190,089.260   250,184.706   MT  1.00037022   -1 14 03.8
 AM0472
 AM0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0472!SPC TXSC     -   1.00000399  x   0.99990425  =   0.99990824
 AM0472!UTM  15      -   1.00000399  x   1.00037022  =   1.00037421
 AM0472
 AM0472                          SUPERSEDED SURVEY CONTROL
 AM0472
 AM0472  NAD 83(1986)-  28 48 51.05098(N)    095 33 35.31678(W) AD(       ) 2
 AM0472  NAD 27      -  28 48 50.13360(N)    095 33 34.49796(W) AD(       ) 2
 AM0472  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 AM0472
 AM0472.Superseded values are not recommended for survey control.
 AM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0472.See file dsdata.txt to determine how the superseded data were derived.
 AM0472
 AM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM5018590089(NAD 83)
 AM0472_MARKER: DZ = AZIMUTH MARK DISK
 AM0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0472+STABILITY: SURFACE MOTION
 AM0472
 AM0472  HISTORY     - Date     Condition        Report By
 AM0472  HISTORY     - 1978     MONUMENTED       NGS
 AM0472
 AM0472                          STATION DESCRIPTION
 AM0472
 AM0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0472'THE STATION IS LOCATED 6 MILES EAST-SOUTHEAST OF SARGENT, IN A
 AM0472'LARGE PASTURE OWNED BY MRS. J.A. SMITH, 1010 MAIN STREET,
 AM0472'RICHMOND, TEXAS 77469, TELEPHONE NUMBER 713-342-4047.
 AM0472'PERMISSION WAS OBTAINED FROM MR. FRANK LEWIS OF THE FIRST
 AM0472'NATIONAL BANK, BAY CITY, TEXAS 77414.
 AM0472'
 AM0472'TO REACH FROM THE TEXACO SERVICE STATION IN SARGENT, GO
 AM0472'EAST-SOUTHEAST ON FARM ROAD 457 FOR 1.45 MILES TO A SHELL
 AM0472'ROAD LEFT.  TURN LEFT ON THE SHELL ROAD AND GO EAST FOR
 AM0472'2.0 MILES TO A LOCKED GATE.  CONTINUE AHEAD ON THE SHELL
 AM0472'ROAD FOR 1.0 MILE TO SOME RANCH BUILDINGS AND A FORK.  TAKE
 AM0472'RIGHT FORK FOR 0.15 MILE TO A METAL GATE.  CONTINUE FOR ABOUT
 AM0472'150 FEET TO A WOODEN GATE, THE END OF THE SHELL ROAD, AND THE
 AM0472'BEGINNING OF A DIRT ROAD.  (FROM THIS POINT IN WET WEATHER,
 AM0472'THE STATION MAY BE REACHED BY HIKING.)  CONTINUE AHEAD ON A
 AM0472'DIRT ROAD FOR 0.1 MILE TO A FORK AND SOME CORRALS ON THE LEFT.
 AM0472'TAKE RIGHT FORK AND CONTINUE AHEAD ON A WINDING ROAD FOR 0.45
 AM0472'MILE TO A METAL GATE.  CONTINUE AHEAD FOR 0.55 MILE TO A
 AM0472'METAL GATE.  CONTINUE AHEAD FOR 0.75 MILE TO A WIRE GATE.
 AM0472'CONTINUE AHEAD FOR 0.65 MILE TO A FORK.  TAKE RIGHT FORK FOR
 AM0472'0.55 MILE TO A FORK AND A WINDMILL ON THE LEFT.  TAKE LEFT
 AM0472'FORK FOR 1.1 MILES TO A TRACK CROSSROAD.  CONTINUE AHEAD FOR
 AM0472'0.55 MILE TO THE STATION ON THE LEFT.
 AM0472'
 AM0472'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AM0472'STAMPED---SMITH 1978---,
 AM0472'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0472'DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0472'135 FEET SOUTH FROM A CORRUGATED TIN WIND BREAK,
 AM0472'12 FEET NORTH-NORTHWEST FROM THE APPROXIMATE CENTER OF A
 AM0472'DIRT ROAD AND 2.2 FEET EAST FROM A WOOD RUBBING POST WITH
 AM0472'A WITNESS SIGN ATTACHED.
 AM0472'
 AM0472'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0842 ***********************************************************************
 CB0842  DESIGNATION -  SMITH ET
 CB0842  PID         -  CB0842
 CB0842  STATE/COUNTY-  TX/COKE
 CB0842  USGS QUAD   -  BRONTE (1987)
 CB0842
 CB0842                         *CURRENT SURVEY CONTROL
 CB0842  ___________________________________________________________________
 CB0842* NAD 83(1993)-  31 56 31.12187(N)    100 21 32.26503(W)     ADJUSTED  
 CB0842* NAVD 88     -       649.7    (meters)    2132.     (feet)  VERTCON   
 CB0842  ___________________________________________________________________
 CB0842  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CB0842  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CB0842
 CB0842  HORZ ORDER  -  THIRD
 CB0842
 CB0842.The horizontal coordinates were established by classical geodetic methods
 CB0842.and adjusted by the National Geodetic Survey in February 1996..
 CB0842
 CB0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0842
 CB0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0842
 CB0842.The geoid height was determined by GEOID03.
 CB0842
 CB0842;                    North         East     Units Scale Factor Converg.
 CB0842;SPC TX C     - 3,252,243.495   697,576.655   MT  1.00001628   -0 00 47.5
 CB0842;SPC TX C     -10,670,068.87  2,288,632.74   sFT  1.00001628   -0 00 47.5
 CB0842;SPC TXNC     - 2,032,085.996   424,229.156   MT  1.00005849   -1 00 49.9
 CB0842;SPC TXNC     - 6,666,935.47  1,391,825.16   sFT  1.00005849   -1 00 49.9
 CB0842;UTM  14      - 3,534,810.455   371,552.618   MT  0.99980347   -0 43 08.7
 CB0842
 CB0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0842!SPC TX C     -   0.99990195  x   1.00001628  =   0.99991822
 CB0842!SPC TXNC     -   0.99990195  x   1.00005849  =   0.99996043
 CB0842!UTM  14      -   0.99990195  x   0.99980347  =   0.99970544
 CB0842
 CB0842:                Primary Azimuth Mark                     Grid Az
 CB0842:SPC TX C     -  LABENSKI ET                              321 31 11.2
 CB0842:SPC TXNC     -  LABENSKI ET                              322 31 13.6
 CB0842:UTM  14      -  LABENSKI ET                              322 13 32.4
 CB0842
 CB0842|---------------------------------------------------------------------|
 CB0842| PID    Reference Object                     Distance      Geod. Az  |
 CB0842|                                                           dddmmss.s |
 CB0842| CB0843 LABENSKI ET                         APPROX. 2.3 KM 3213023.7 |
 CB0842|---------------------------------------------------------------------|
 CB0842
 CB0842                          SUPERSEDED SURVEY CONTROL
 CB0842
 CB0842  NAD 83(1986)-  31 56 31.12736(N)    100 21 32.25160(W) AD(       ) 3
 CB0842  NAD 27      -  31 56 30.62164(N)    100 21 30.91063(W) AD(       ) 3
 CB0842  NGVD 29 (07/19/86)  649.5    (m)         2131.     (f) VERT ANG       
 CB0842
 CB0842.Superseded values are not recommended for survey control.
 CB0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0842.See file dsdata.txt to determine how the superseded data were derived.
 CB0842
 CB0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA7155334810(NAD 83)
 CB0842_MARKER: DD = SURVEY DISK
 CB0842_SETTING: 80 = SET IN A BOULDER
 CB0842_SP_SET: PARTIALLY EXPOSED BOULDER
 CB0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0842+STABILITY: SURFACE MOTION
 CB0842
 CB0842  HISTORY     - Date     Condition        Report By
 CB0842  HISTORY     - 1958     MONUMENTED       USGS
 CB0842
 CB0842                          STATION DESCRIPTION
 CB0842
 CB0842'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0842'LOCATED ABOUT 5.5 MI. NW. OF BRONTE, TEXAS, AND 7.5 MI. NE. OF ROBERT
 CB0842'LEE, TEXAS, ON HIGH POINT OF E-W. RIDGE ON E. END OF RIDGE.
 CB0842'
 CB0842'TO REACH FROM RAILROAD STATION IN BRONTE, TEXAS, GO W. ON STATE
 CB0842'HIGHWAY 158 1.8 MI. TO DIRT SIDE RD., TURN RIGHT AND GO 3.7 MI. TO
 CB0842'T-RD. S., TURN LEFT AND GO 0.6 MI. TO GATE AND TRACK RD., TURN LEFT
 CB0842'THRU GATE AND GO 0.1 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 0.2 MI.
 CB0842'TO END OF TRUCK TRAVEL AT FOOT OF RIDGE, CLIMB W. TO TOP OF RIDGE
 CB0842'AND STATION, ABOUT 10 MINUTE PACK.
 CB0842'
 CB0842'STATION MARK--STANDARD TABLET STAMPED ---SMITH-ET 1958---, SET IN
 CB0842'BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0747 ***********************************************************************
 DO0747  DESIGNATION -  SMITH ET
 DO0747  PID         -  DO0747
 DO0747  STATE/COUNTY-  TX/JACK
 DO0747  USGS QUAD   -  LYNN CREEK (1981)
 DO0747
 DO0747                         *CURRENT SURVEY CONTROL
 DO0747  ___________________________________________________________________
 DO0747* NAD 83(1993)-  33 15 25.67805(N)    098 15 08.40534(W)     ADJUSTED  
 DO0747* NAVD 88     -       373.8    (meters)    1226.     (feet)  VERTCON   
 DO0747  ___________________________________________________________________
 DO0747  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DO0747  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DO0747
 DO0747  HORZ ORDER  -  THIRD
 DO0747
 DO0747.The horizontal coordinates were established by classical geodetic methods
 DO0747.and adjusted by the National Geodetic Survey in February 1996..
 DO0747
 DO0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0747
 DO0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0747
 DO0747.The geoid height was determined by GEOID03.
 DO0747
 DO0747;                    North         East     Units Scale Factor Converg.
 DO0747;SPC TXNC     - 2,176,394.278   623,074.925   MT  0.99987903   +0 08 06.3
 DO0747;SPC TXNC     - 7,140,386.89  2,044,204.98   sFT  0.99987903   +0 08 06.3
 DO0747;UTM  14      - 3,680,042.489   569,641.263   MT  0.99965979   +0 24 36.1
 DO0747
 DO0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0747!SPC TXNC     -   0.99994572  x   0.99987903  =   0.99982476
 DO0747!UTM  14      -   0.99994572  x   0.99965979  =   0.99960553
 DO0747
 DO0747:                Primary Azimuth Mark                     Grid Az
 DO0747:SPC TXNC     -  HAM ET                                   176 18 35.5
 DO0747:UTM  14      -  HAM ET                                   176 02 05.7
 DO0747
 DO0747|---------------------------------------------------------------------|
 DO0747| PID    Reference Object                     Distance      Geod. Az  |
 DO0747|                                                           dddmmss.s |
 DO0747| DO0737 HAM ET                              APPROX. 8.0 KM 1762641.8 |
 DO0747|---------------------------------------------------------------------|
 DO0747
 DO0747                          SUPERSEDED SURVEY CONTROL
 DO0747
 DO0747  NAD 83(1993)-  33 15 25.67926(N)    098 15 08.40160(W) AD(       ) 3
 DO0747  NAD 83(1986)-  33 15 25.68097(N)    098 15 08.39131(W) AD(       ) 3
 DO0747  NAD 27      -  33 15 25.27354(N)    098 15 07.22316(W) AD(       ) 3
 DO0747  NGVD 29 (07/19/86)  373.7    (m)         1226.     (f) VERT ANG       
 DO0747
 DO0747.Superseded values are not recommended for survey control.
 DO0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0747.See file dsdata.txt to determine how the superseded data were derived.
 DO0747
 DO0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB6964180042(NAD 83)
 DO0747_MARKER: DD = SURVEY DISK
 DO0747_SETTING: 66 = SET IN ROCK OUTCROP
 DO0747_SP_SET: SET IN ROCK OUTCROP
 DO0747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0747+STABILITY: POSITION/ELEVATION WELL
 DO0747
 DO0747  HISTORY     - Date     Condition        Report By
 DO0747  HISTORY     - 1959     MONUMENTED       USGS
 DO0747  HISTORY     - 20010325 GOOD             USPSQD
 DO0747
 DO0747                          STATION DESCRIPTION
 DO0747
 DO0747'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DO0747'STATION IS IN JACK COUNTY, TEXAS, ABOUT 6.0 MI. NW. OF JACKSBORO,
 DO0747'1.0 MI. SE. OF THE JUNCTION OF STATE HIGHWAY 199 AND U.S. HIGHWAY 281,
 DO0747'0.2 MI. N. OF HIGHWAYS 281 AND 199, ON PROPERTY OWNED BY M. L. SMITH,
 DO0747'ON THE S. RIM OF A PROMINENT HILL DIRECTLY N. OF THE SMITH HOUSE.
 DO0747'
 DO0747'TO REACH STATION FROM THE NW. CORNER OF THE SQUARE IN JACKSBORO, GO
 DO0747'N. AND NW. ON HIGHWAYS 281 AND 199 6.3 MI. TO THE E. DRIVEWAY OF THE
 DO0747'SMITH HOUSE, TURN RIGHT AND GO N. PAST THE E. SIDE OF THE HOUSE TO AN
 DO0747'ALUMINUM GATE AT THE NE. CORNER OF THE YARD, GO THROUGH GATE AND
 DO0747'CONTINUE ON TRACK RD. N. 0.2 MI., TURN LEFT AND LEAVE RD. FOLLOWING
 DO0747'SMALL RIDGE 0.2 MI. TO TOP OF HILL, THEN ALONG E. RIM 0.1 MI. TO
 DO0747'STATION.
 DO0747'
 DO0747'STATION MARK--STANDARD TABLET, STAMPED ---SMITH-ET 1959---, SET IN A
 DO0747'4 X 5 FT. ROCK FLUSH WITH GROUND.
 DO0747
 DO0747                          STATION RECOVERY (2001)
 DO0747
 DO0747'RECOVERY NOTE BY US POWER SQUADRON 2001 (RBP)
 DO0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1444 ***********************************************************************
 AW1444  DESIGNATION -  SMITH POINT
 AW1444  PID         -  AW1444
 AW1444  STATE/COUNTY-  TX/CHAMBERS
 AW1444  USGS QUAD   -  SMITH POINT (1993)
 AW1444
 AW1444                         *CURRENT SURVEY CONTROL
 AW1444  ___________________________________________________________________
 AW1444* NAD 83(1993)-  29 31 34.65544(N)    094 45 55.43078(W)     ADJUSTED  
 AW1444* NAVD 88     -         3.67   (+/-2cm)      12.0    (feet)  VERTCON   
 AW1444  ___________________________________________________________________
 AW1444  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW1444  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW1444
 AW1444  HORZ ORDER  -  SECOND
 AW1444  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1444
 AW1444.The horizontal coordinates were established by classical geodetic methods
 AW1444.and adjusted by the National Geodetic Survey in February 1996..
 AW1444
 AW1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1444.The vertical order pertains to the NGVD 29 superseded value.
 AW1444
 AW1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1444
 AW1444.The geoid height was determined by GEOID03.
 AW1444
 AW1444;                    North         East     Units Scale Factor Converg.
 AW1444;SPC TXSC     - 4,195,055.033 1,010,364.030   MT  0.99986880   +2 04 28.5
 AW1444;SPC TXSC     -13,763,276.39  3,314,835.99   sFT  0.99986880   +2 04 28.5
 AW1444;UTM  15      - 3,267,595.898   328,914.637   MT  0.99996117   -0 52 12.9
 AW1444
 AW1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1444!SPC TXSC     -   1.00000366  x   0.99986880  =   0.99987246
 AW1444!UTM  15      -   1.00000366  x   0.99996117  =   0.99996483
 AW1444
 AW1444|---------------------------------------------------------------------|
 AW1444| PID    Reference Object                     Distance      Geod. Az  |
 AW1444|                                                           dddmmss.s |
 AW1444| AW3058 SMITH POINT RM N                     30.570 METERS 00049     |
 AW1444| CV9402 SMITH POINT RM                                     00052     |
 AW1444| CV9403 SMITH POINT RM 1                                   08131     |
 AW1444| CV9404 SMITH POINT RM E                     30.496 METERS 08430     |
 AW1444| AW5821 HOUSTON SHIP CHAN PLINE LT 47       APPROX.10.9 KM 2305725.4 |
 AW1444| AW1443 SMITH POINT RM 2                     38.107 METERS 29337     |
 AW1444| AW1441 SMITH POINT AZ MK                                  2994549.9 |
 AW1444|---------------------------------------------------------------------|
 AW1444
 AW1444                          SUPERSEDED SURVEY CONTROL
 AW1444
 AW1444  NAD 83(1986)-  29 31 34.67197(N)    094 45 55.41188(W) AD(       ) 2
 AW1444  NAD 27      -  29 31 33.84400(N)    094 45 54.70400(W) AD(       ) 2
 AW1444  NGVD 29 (??/??/92)    3.666  (m)           12.03   (f) ADJ UNCH    1 2
 AW1444
 AW1444.Superseded values are not recommended for survey control.
 AW1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1444.See file dsdata.txt to determine how the superseded data were derived.
 AW1444
 AW1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2891567596(NAD 83)
 AW1444_MARKER: DS = TRIANGULATION STATION DISK
 AW1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1444_STAMPING: SMITH PT USED 1900 1911 1932
 AW1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1444+STABILITY: SURFACE MOTION
 AW1444
 AW1444  HISTORY     - Date     Condition        Report By
 AW1444  HISTORY     - 1900     MONUMENTED       USE
 AW1444  HISTORY     - 1932     GOOD             CGS
 AW1444  HISTORY     - 1940     GOOD             CGS
 AW1444  HISTORY     - 1942     GOOD             CGS
 AW1444  HISTORY     - 1955     GOOD             AEROS
 AW1444  HISTORY     - 1958     GOOD             SHELL
 AW1444  HISTORY     - 1960     GOOD             CGS
 AW1444  HISTORY     - 1962     GOOD             CGS
 AW1444  HISTORY     - 1963     GOOD             CGS
 AW1444  HISTORY     - 1963     GOOD             CGS
 AW1444  HISTORY     - 1973     GOOD             NGS
 AW1444  HISTORY     - 1978     GOOD             NGS
 AW1444  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 AW1444  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1444  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW1444
 AW1444                          STATION DESCRIPTION
 AW1444
 AW1444'DESCRIBED BY US ENGINEERS 1900
 AW1444'LOCATED ABOUT 2 MILES SW FROM THE EXTREME W PORTION OF SMITH
 AW1444'POINT, 152 METERS N OF THE BLUFF BANK ON THE BAY, 104 METERS
 AW1444'SE OF THE SE CORNER OF W. HEIMANS LOT, 130 METERS SW OF THE
 AW1444'NW CORNER OF H. HEIMANS FIELD FENCE, AND 13 FEET ABOVE MEAN
 AW1444'LOW WATER.
 AW1444'
 AW1444'STATION IS MARKED BY A BRASS PLUG, 3/8 INCH IN DIAMETER, WITH
 AW1444'A 1/8-INCH HOLE IN THE CENTER OR WITH CROSS LINES ON THE TOP,
 AW1444'ABOUT 2 FEET BELOW GROUND IN SANDSTONE BLOCK.  ABOVE THE PLUG
 AW1444'IS A UNITED STATES ENGINEERS STANDARD CAST-IRON STATION MARK
 AW1444'PROJECTING 3 INCHES ABOVE THE SURFACE.
 AW1444'
 AW1444'THE REFERENCE MARK IS A UNITED STATES ENGINEERS STANDARD CASTIRON
 AW1444'REFERENCE MARK PROJECTING 3 INCHES ABOVE THE SURFACE.  IT IS 100
 AW1444'FEET FROM THE STATION S 77 DEG 06 MIN W.
 AW1444
 AW1444                          STATION RECOVERY (1932)
 AW1444
 AW1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW1444'STATION IS LOCATED ON SMITH POINT, AT THE CONFLUENCE OF EAST
 AW1444'BAY AND GALVESTON BAY.  IT IS ON THE S SIDE OF THE POINT AND
 AW1444'ABOUT 2 MILES SE FROM THE EXTREME END, ON THE PROPERTY OF SUN
 AW1444'OIL COMPANY.  IT IS LOCATED 124 METERS N OF HIGH-WATER MARK,
 AW1444'APPROXIMATELY 380 YARDS E BY N OF SUMMER COTTAGE OWNED BY J.W.
 AW1444'HARTFIELD OF BEAUMONT, TEXAS.  IT IS 30.633 METERS S BY E
 AW1444'OF REFERENCE MARK (U.S.E.) AND 38.175 METERS E BY S OF
 AW1444'REFERENCE MARK 2.
 AW1444'
 AW1444'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW1444'SET IN CONCRETE.  R.M.S 1 AND 2 ARE U.S.C. AND G.S. DISKS.
 AW1444'
 AW1444'REFERENCE MARK IS A U.S.E. MARK (IRON PIPE WITH CAP).
 AW1444
 AW1444                          STATION RECOVERY (1940)
 AW1444
 AW1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WLH)
 AW1444'IN GOOD CONDITION.
 AW1444
 AW1444                          STATION RECOVERY (1942)
 AW1444
 AW1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW1444'STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AW1444'AND FOUND TO BE IN GOOD CONDITION.
 AW1444'
 AW1444'STATION IS ABOUT 1.4 MILES S AND 0.2 MILE E OF THE SMITH POINT
 AW1444'POST OFFICE, ABOUT 377 FEET N OF HIGH-WATER MARK, AND ABOUT
 AW1444'2 MILES SE OF THE EXTREME END OF THE POINT.
 AW1444'
 AW1444'STATION MARK IS A U.S.E. TRIANGULATION-STATION DISK SET IN A
 AW1444'CONCRETE POST.  IT IS STAMPED SMITH POINT.  MONUMENT PROJECTS
 AW1444'ABOUT 0.2 FOOT.
 AW1444'
 AW1444'REFERENCE MARK IS ABOUT 100 FEET NNW OF THE STATION.  IT IS
 AW1444'AN IRON CAP RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE
 AW1444'PROJECTING ABOUT 0.1 FOOT.
 AW1444'
 AW1444'REFERENCE MARK 2 IS ABOUT 96 FEET W FROM THE STATION (PACED).
 AW1444'IT IS A U.S.E. REFERENCE-MARK DISK SET IN A CONCRETE POST AND IS
 AW1444'STAMPED SMITH POINT NO 2.
 AW1444'
 AW1444'REFERENCE MARK 1 WAS NOT SEARCHED FOR AT THIS TIME.
 AW1444
 AW1444                          STATION RECOVERY (1955)
 AW1444
 AW1444'RECOVERY NOTE BY AERO SERVICE CORPORATION 1955 (DWR)
 AW1444'STATION STAMPED SMITH POINT USED 1900 1932 1938 WAS FOUND
 AW1444'IN GOOD CONDITION.
 AW1444
 AW1444                          STATION RECOVERY (1958)
 AW1444
 AW1444'RECOVERY NOTE BY SHELL OIL COMPANY 1958
 AW1444'ORIGINAL AND SUBSEQUENT DESCRIPTIONS SATISFACTORY.  STATION
 AW1444'RECOVERED IN GOOD CONDITION.  R.M. 1 (NE) AND R.M. (U.S.E.)
 AW1444'WERE RECOVERED IN GOOD CONDITION.  NO SEARCH WAS MADE FOR
 AW1444'R.M. 2.
 AW1444
 AW1444                          STATION RECOVERY (1960)
 AW1444
 AW1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW1444'STATION, R.M. (U.S.E.) AND R.M. 2 RECOVERED IN GOOD CONDITION.
 AW1444'THE ANGLE TO R M 1 WAS MEASURED AND A SEARCH WAS MADE ALONG THE
 AW1444'LINE BUT THE MARK COULDNOT BE FOUND.  IT IS PROBABLY STILL
 AW1444'IN PLACE BUT THE AREA IS COVERED WITH THICK GRASS AND THE
 AW1444'DISTANCE IS APPROXIMATE.  THE DISTANCES TO THE RECOVERED R MS
 AW1444'WERE VERIFIED.
 AW1444'
 AW1444'REVISED DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ON SMITH
 AW1444'POINT ABOUT 2 MILES EAST OF THE WESTERN EXTREMITY OF THE POINT,
 AW1444'IN AN OPEN PASTURE ABOUT MIDWAY BETWEEN THE TWO ROADS WHICH
 AW1444'FORK JUST NORTH OF THE POINT.  STATION IS ABOUT 325 FEET NORTH
 AW1444'OF THE BANK AND ABOUT ON RANGE WITH THE WEST SIDE OF A PROMINENT
 AW1444'CLUMP OF TREES.  A 45 FOOT STEEL OBSERVING TOWER IS IN PLACE
 AW1444'OVER THE STATION MARK.  A STANDARD DISK STAMPED SMITH POINT
 AW1444'USED 1900-1911-1932 IN TOP OF A 10 INCH SQUARE CONCRETE
 AW1444'MONUMENT WHICH PROJECTS 2 INCHES.
 AW1444'
 AW1444'R M 2 IS 38.175 METERS (125.24 FEET) WEST OF THE STATION
 AW1444'ON A LOW SAND RIDGE AND JUST EAST OF A POND.  A STANDARD
 AW1444'DISK STAMPED SMITH POINT USED NO. 2 1900-1911-1932 IN TOP
 AW1444'OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 AW1444'
 AW1444'R M (U.S.E.) IS 30.633 METERS (100.50 FEET) NORTH OF THE STATION
 AW1444'AT THE BASE OF THE SLOPE OF A LOW SAND RIDGE.  AN IRON CAP WITH
 AW1444'ARROW AND LETTERS U S E D CAST IN CAP RIVETED TO THE TOP
 AW1444'OF A 3.5 INCH IRON PIPE WHICH PROJECTS 2 INCHES.
 AW1444'
 AW1444'THE STATION CAN BE REACHED BY TRUCK BY FOLLOWING FARM ROAD
 AW1444'562 TO THE BEACH THEN WALK EASTERLY ABOUT 2000 FEET TO THE
 AW1444'STATION.
 AW1444
 AW1444                          STATION RECOVERY (1962)
 AW1444
 AW1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW1444'RECOVERED IN GOOD CONDITION.  1960 DESCRIPTION ADEQUATE.
 AW1444'45 FOOT STEEL TOWER STILL STANDS.
 AW1444
 AW1444                          STATION RECOVERY (1963)
 AW1444
 AW1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW1444'STATION RECOVERED IN GOOD CONDITION.  THE 1960 RECOVERY NOTE
 AW1444'BY J.K.W. IS ADEQUATE.
 AW1444
 AW1444                          STATION RECOVERY (1963)
 AW1444
 AW1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW1444'THE STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK (USE)
 AW1444'WERE FOUND IN GOOD CONDITION.  ANOTHER REFERENCE MARK (USE) WAS
 AW1444'FOUND EAST OF THE STATION.  THE DIRECTION TO REFERENCE MARK
 AW1444'2 CHECKED BUT THE DISTANCE WAS FOUND TO BE 0.070 METERS
 AW1444'SHORTER THAN PREVIOUSLY MEASURED.  THE DIRECTION TO REFERENCE
 AW1444'MARK (USE) DID NOT CHECK BY 1 MINUTE AND 30.4 SECONDS AND THE
 AW1444'DISTANCE WAS FOUND TO BE 0.063 METERS SHORTER THAN PREVIOUSLY
 AW1444'MEASURED.  REFERENCE MARK NUMBER 1 WAS SEARCHED FOR BUT COULD
 AW1444'NOT BE FOUND.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 AW1444'
 AW1444'THERE IS A 45 FOOT STEEL OBSERVING TOWER IN PLACE OVER THE
 AW1444'STATION MARK BUT WAS NOT STURDY ENOUGH FOR OBSERVING.  THE
 AW1444'TOWER WAS BUILT OVER REFERENCE MARK 2 AND THE OBSERVATION
 AW1444'WAS TAKEN FROM THERE.
 AW1444'
 AW1444'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AW1444'
 AW1444'THE STATION IS ON SMITH POINT ABOUT 2 MILES EAST OF THE WESTERN
 AW1444'EXTREMITY OF THE POINT, IN AN OPEN PASTURE ABOUT MIDWAY BETWEEN
 AW1444'THE TWO ROADS WHICH FORK JUST NORTH OF THE POINT UNDER A
 AW1444'45 FOOT TOWER.
 AW1444'
 AW1444'TO REACH FROM THE CROSSROADS IN THE VILLAGE OF SMITH POINT,
 AW1444'GO SOUTHWEST AND SOUTH ON SHELL ROAD FOR 0.7 MILE TO A WIRE
 AW1444'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO
 AW1444'EASTERLY THROUGH PASTURE, KEEPING ON THE SOUTH SIDE OF SOME
 AW1444'TREES, FOR 0.2 MILE TO THE STATION.
 AW1444'
 AW1444'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD IN SMITH POINT,
 AW1444'GO SOUTHWEST AND SOUTH ON THE SHELL ROAD FOR 0.8 MILE TO THE
 AW1444'AZIMUTH MARK ON THE LEFT.
 AW1444'
 AW1444'THE STATION MARK IS A STANDARD DISK STAMPED SMITH PT USED 1900
 AW1444'1911 1932 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 AW1444'WHICH PROJECTS 1 INCH.  THE MARK IS IN THE CENTER OF A 4
 AW1444'LEGGED STEEL TOWER, ABOUT 6 FEET SOUTHEAST OF A CLUMP OF
 AW1444'CAT CLAW BUSHES AND 2.5 FEET NORTH OF A 3 INCH DIAMETER
 AW1444'CREOSOTE WITNESS POST WITH SIGN.
 AW1444'
 AW1444'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SMITH PT 2 USED
 AW1444'1900 1911 1932 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 AW1444'POST WHICH PROJECTS 2 INCHES.  THE MARK IS ON A LOW SAND RIDGE
 AW1444'AND JUST EAST OF A POND.
 AW1444'
 AW1444'REFERENCE MARK (USE) IS AN IRON CAP WITH A ARROW AND LETTERS
 AW1444'U S E D CAST IN A CAP RIVETED TO THE TOP OF A 3-1/2 INCH IRON
 AW1444'PIPE WHICH PROJECTS 1 INCH ABOVE GROUND SURFACE.
 AW1444'
 AW1444'THE IRON CAP HAS A 1/4 INCH HOLE IN THE CENTER OF THE TOP.
 AW1444'THE MARK IS AT THE BASE OF THE SLOPE OF A LOW SAND RIDGE.
 AW1444'
 AW1444'THE OTHER REFERENCE MARK (USE) IS IDENTICAL TO THE REFERENCE
 AW1444'MARK (USE) DESCRIBED AND IS 33 FEET WEST OF A CAT CLAW BUSH.
 AW1444'
 AW1444'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SMITH PT 1963
 AW1444'SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 AW1444'ABOVE THE GROUND SURFACE.  THE MARK IS 39 FEET EAST OF THE
 AW1444'CENTERLINE OF A SHELL ROAD, 10 FEET SOUTH OF A POWERLINE GUY
 AW1444'POLE, 2 FEET NORTH OF A 3 INCH DIAMETER WOOD CREOSOTE WITNESS
 AW1444'POST WITH SIGN AND 1 FOOT WEST OF A WIRE FENCE.
 AW1444
 AW1444                          STATION RECOVERY (1973)
 AW1444
 AW1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1444'1.35 MI SE FROM SMITH POINT.
 AW1444'ABOUT 0.95 MILE SOUTHWEST ALONG FARM ROAD 562 FROM THE VAN TA UN STORE
 AW1444'AT SMITH POINT, THENCE 0.1 MILE EAST ALONG A PRIVATE SHELL ROAD TO
 AW1444'HARTFIELD CAMP, THENCE 0.3 MILE SOUTHEAST ALONG THE SHORE LINE OF EAST
 AW1444'BAY, ABOUT 150 YARDS NORTHEAST OF THE WATER LINE OF THE BAY, ABOUT
 AW1444'0.15 MILE NORTHWEST OF A LARGE GROVE OF TREES, 170 FEET SOUTHEAST OF
 AW1444'THE SOUTHEAST EDGE OF A SMALL POND, UNDER A 45 FOOT HIGH STEEL TOWER,
 AW1444'125 FEET SOUTHEAST OF RM 2, SET IN THE TOP OF A CONCRETE POST FLUSH
 AW1444'WITH THE LEVEL OF THE GROUND.
 AW1444
 AW1444                          STATION RECOVERY (1978)
 AW1444
 AW1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1444'RECOVERED IN GOOD CONDITION.
 AW1444
 AW1444                          STATION RECOVERY (2002)
 AW1444
 AW1444'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1444'STEEL OBSERVATION TOWER NO LONGER EXISTS TO PROVIDE REFERENCE POINT.
 AW1444
 AW1444                          STATION RECOVERY (2004)
 AW1444
 AW1444'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1444'MARK NOT FOUND.
 AW1444
 AW1444                          STATION RECOVERY (2005)
 AW1444
 AW1444'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1441 ***********************************************************************
 AW1441  DESIGNATION -  SMITH POINT AZ MK
 AW1441  PID         -  AW1441
 AW1441  STATE/COUNTY-  TX/CHAMBERS
 AW1441  USGS QUAD   -  SMITH POINT (1993)
 AW1441
 AW1441                         *CURRENT SURVEY CONTROL
 AW1441  ___________________________________________________________________
 AW1441* NAD 83(1986)-  29 31 44.     (N)    094 46 12.     (W)     SCALED    
 AW1441* NAVD 88     -         1.32   (+/-2cm)       4.3    (feet)  VERTCON   
 AW1441  ___________________________________________________________________
 AW1441  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW1441
 AW1441  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1441
 AW1441.The horizontal coordinates were scaled from a topographic map and have
 AW1441.an estimated accuracy of +/- 6 seconds.
 AW1441
 AW1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1441.The vertical order pertains to the NGVD 29 superseded value.
 AW1441
 AW1441.The geoid height was determined by GEOID03.
 AW1441
 AW1441;                    North         East    Units  Estimated Accuracy
 AW1441;SPC TXSC     - 4,195,330.    1,009,910.      MT  (+/- 180 meters Scaled)
 AW1441
 AW1441                          SUPERSEDED SURVEY CONTROL
 AW1441
 AW1441  NGVD 29 (??/??/92)    1.321  (m)            4.33   (f) ADJ UNCH    1 2
 AW1441
 AW1441.Superseded values are not recommended for survey control.
 AW1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1441.See file dsdata.txt to determine how the superseded data were derived.
 AW1441
 AW1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN284678(NAD 83)
 AW1441_MARKER: DZ = AZIMUTH MARK DISK
 AW1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1441_STAMPING: SMITH POINT 1963
 AW1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1441+STABILITY: SURFACE MOTION
 AW1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1441+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1441
 AW1441  HISTORY     - Date     Condition        Report By
 AW1441  HISTORY     - 1963     MONUMENTED       CGS
 AW1441  HISTORY     - 1973     GOOD             NGS
 AW1441  HISTORY     - 1978     GOOD             NGS
 AW1441  HISTORY     - 1990     GOOD             USPSQD
 AW1441  HISTORY     - 20010331 GOOD             NGS
 AW1441  HISTORY     - 20020614 GOOD             USPSQD
 AW1441  HISTORY     - 20040308 GOOD             USPSQD
 AW1441  HISTORY     - 20050314 GOOD             USPSQD
 AW1441
 AW1441                          STATION DESCRIPTION
 AW1441
 AW1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1441'0.8 MI SW FROM SMITH POINT.
 AW1441'ABOUT 0.8 MILE SOUTHWEST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1441'GROCERY STORE AT SMITH POINT, 41 FEET SOUTHEAST OF THE CENTER LINE OF
 AW1441'THE FARM ROAD, 60 1/2 FEET SOUTHWEST OF A CONCRETE MARKER POST
 AW1441'INSCRIBED AMACO GAS LINE, 10 FEET SOUTHWEST OF A POWER POLE, 1.2 FEET
 AW1441'NORTHWEST OF A FENCE LINE, 1.8 FEET NORTHEAST OF A WOODEN WITNESS
 AW1441'POST, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 AW1441'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW1441
 AW1441                          STATION RECOVERY (1978)
 AW1441
 AW1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1441'RECOVERED IN GOOD CONDITION.
 AW1441
 AW1441                          STATION RECOVERY (1990)
 AW1441
 AW1441'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1441'RECOVERED IN GOOD CONDITION.
 AW1441
 AW1441                          STATION RECOVERY (2001)
 AW1441
 AW1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1441'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1441
 AW1441                          STATION RECOVERY (2002)
 AW1441
 AW1441'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1441'RECOVERED IN GOOD CONDITION.
 AW1441
 AW1441                          STATION RECOVERY (2004)
 AW1441
 AW1441'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1441'RECOVERED IN GOOD CONDITION.
 AW1441
 AW1441                          STATION RECOVERY (2005)
 AW1441
 AW1441'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1443 ***********************************************************************
 AW1443  DESIGNATION -  SMITH POINT RM 2
 AW1443  PID         -  AW1443
 AW1443  STATE/COUNTY-  TX/CHAMBERS
 AW1443  USGS QUAD   -  SMITH POINT (1993)
 AW1443
 AW1443                         *CURRENT SURVEY CONTROL
 AW1443  ___________________________________________________________________
 AW1443* NAD 83(1993)-  29 31 35.15128(N)    094 45 56.72739(W)     ADJUSTED  
 AW1443* NAVD 88     -         3.83   (+/-2cm)      12.6    (feet)  VERTCON   
 AW1443  ___________________________________________________________________
 AW1443  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW1443  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW1443
 AW1443  HORZ ORDER  -  THIRD
 AW1443  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1443
 AW1443.The horizontal coordinates were established by classical geodetic methods
 AW1443.and adjusted by the National Geodetic Survey in February 1996..
 AW1443.No horizontal observational check was made to the station.
 AW1443
 AW1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1443.The vertical order pertains to the NGVD 29 superseded value.
 AW1443
 AW1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1443
 AW1443.The geoid height was determined by GEOID03.
 AW1443
 AW1443;                    North         East     Units Scale Factor Converg.
 AW1443;SPC TXSC     - 4,195,069.025 1,010,328.590   MT  0.99986881   +2 04 27.9
 AW1443;SPC TXSC     -13,763,322.29  3,314,719.72   sFT  0.99986881   +2 04 27.9
 AW1443;UTM  15      - 3,267,611.693   328,879.959   MT  0.99996132   -0 52 13.5
 AW1443
 AW1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1443!SPC TXSC     -   1.00000363  x   0.99986881  =   0.99987244
 AW1443!UTM  15      -   1.00000363  x   0.99996132  =   0.99996495
 AW1443
 AW1443:                Primary Azimuth Mark                     Grid Az
 AW1443:SPC TXSC     -  PATTON                                   114 58 37.7
 AW1443:UTM  15      -  PATTON                                   117 55 19.1
 AW1443
 AW1443|---------------------------------------------------------------------|
 AW1443| PID    Reference Object                     Distance      Geod. Az  |
 AW1443|                                                           dddmmss.s |
 AW1443| AW1358 PATTON                              APPROX.15.5 KM 1170305.6 |
 AW1443| AW1441 SMITH POINT AZ MK                                  3001456.0 |
 AW1443|---------------------------------------------------------------------|
 AW1443
 AW1443                          SUPERSEDED SURVEY CONTROL
 AW1443
 AW1443  NAD 83(1986)-  29 31 35.16737(N)    094 45 56.70871(W) AD(       ) 3
 AW1443  NAD 27      -  29 31 34.33960(N)    094 45 55.99913(W) AD(       ) 3
 AW1443  NGVD 29 (??/??/92)    3.826  (m)           12.55   (f) ADJ UNCH    1 2
 AW1443
 AW1443.Superseded values are not recommended for survey control.
 AW1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1443.See file dsdata.txt to determine how the superseded data were derived.
 AW1443
 AW1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2888067612(NAD 83)
 AW1443_MARKER: DR = REFERENCE MARK DISK
 AW1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1443_STAMPING: SMITH PT USED 2 1900 1911 1932
 AW1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1443+STABILITY: SURFACE MOTION
 AW1443
 AW1443  HISTORY     - Date     Condition        Report By
 AW1443  HISTORY     - 1932     MONUMENTED       USE
 AW1443  HISTORY     - 1973     GOOD             NGS
 AW1443  HISTORY     - 1978     GOOD             NGS
 AW1443  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1443  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1443  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 AW1443  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1443  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW1443
 AW1443                          STATION DESCRIPTION
 AW1443
 AW1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1443'1.35 MI SW FROM SMITH POINT.
 AW1443'ABOUT 0.95 MILE SOUTHWEST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1443'GROCERY STORE AT SMITH POINT, THENCE 0.1 MILE EAST ALONG A PRIVATE
 AW1443'ROAD TO HARTFIELD CAMP, THENCE 0.3 MILE SOUTHEAST ALONG THE SHORE LINE
 AW1443'OF EAST BAY, ABOUT 0.15 MILE NORTHWEST OF A LARGE GROVE OF TREES,
 AW1443'ABOUT 150 YARDS NORTH OF THE SHORE LINE OF THE BAY, 115 FEET NORTHEAST
 AW1443'OF A LARGE BUSH ON THE TOP OF A SANDY MOUND, 125.1 FEET NORTHWEST OF
 AW1443'THE STATION MARK WHICH IS UNDER A STEEL TOWER, 45 FEET SOUTHEAST OF
 AW1443'THE SOUTHEAST EDGE OF A SMALL POND, 1 FOOT NORTH OF A METAL WITNESS
 AW1443'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 AW1443'LEVEL OF THE GROUND.
 AW1443
 AW1443                          STATION RECOVERY (1978)
 AW1443
 AW1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1443'RECOVERED IN GOOD CONDITION.
 AW1443
 AW1443                          STATION RECOVERY (1990)
 AW1443
 AW1443'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1443'MARK NOT FOUND.
 AW1443
 AW1443                          STATION RECOVERY (2001)
 AW1443
 AW1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1443'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1443
 AW1443                          STATION RECOVERY (2002)
 AW1443
 AW1443'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1443'STEEL TOWER, SANDY MOUND AND SMALL POND NO LONGER EXIST TO PROVIDE
 AW1443'REFERENCE POINT.
 AW1443
 AW1443                          STATION RECOVERY (2004)
 AW1443
 AW1443'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1443'MARK NOT FOUND.
 AW1443
 AW1443                          STATION RECOVERY (2005)
 AW1443
 AW1443'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3058 ***********************************************************************
 AW3058  DESIGNATION -  SMITH POINT RM N
 AW3058  PID         -  AW3058
 AW3058  STATE/COUNTY-  TX/CHAMBERS
 AW3058  USGS QUAD   -  SMITH POINT (1993)
 AW3058
 AW3058                         *CURRENT SURVEY CONTROL
 AW3058  ___________________________________________________________________
 AW3058* NAD 83(1986)-  29 31 36.     (N)    094 45 56.     (W)     SCALED    
 AW3058* NAVD 88     -         3.63   (+/-2cm)      11.9    (feet)  VERTCON   
 AW3058  ___________________________________________________________________
 AW3058  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW3058
 AW3058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3058
 AW3058.The horizontal coordinates were scaled from a topographic map and have
 AW3058.an estimated accuracy of +/- 6 seconds.
 AW3058
 AW3058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3058.The vertical order pertains to the NGVD 29 superseded value.
 AW3058
 AW3058.The geoid height was determined by GEOID03.
 AW3058
 AW3058;                    North         East    Units  Estimated Accuracy
 AW3058;SPC TXSC     - 4,195,100.    1,010,350.      MT  (+/- 180 meters Scaled)
 AW3058
 AW3058                          SUPERSEDED SURVEY CONTROL
 AW3058
 AW3058  NGVD 29 (??/??/92)    3.632  (m)           11.92   (f) ADJ UNCH    2 0
 AW3058
 AW3058.Superseded values are not recommended for survey control.
 AW3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3058.See file dsdata.txt to determine how the superseded data were derived.
 AW3058
 AW3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN289676(NAD 83)
 AW3058_MARKER: Z = SEE DESCRIPTION
 AW3058_SETTING: 0 = UNSPECIFIED SETTING
 AW3058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3058
 AW3058  HISTORY     - Date     Condition        Report By
 AW3058  HISTORY     - 1900     MONUMENTED       USE
 AW3058  HISTORY     - 1942     GOOD             NGS
 AW3058  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 AW3058  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW3058  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW3058
 AW3058                          STATION DESCRIPTION
 AW3058
 AW3058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW3058'1.6 MI SE FROM SMITH POINT.
 AW3058'TO REACH THE SAME AS THE SMITH POINT STATION, BENCH MARK IS 30.633
 AW3058'METERS NORTH BY WEST FROM THE STATION.  A 4 INCH IRON PIPE AND CAP
 AW3058'PROJECTING 2 INCHES ABOVE THE GROUND.  LETTERS U S E D ON IRON CAP.
 AW3058
 AW3058                          STATION RECOVERY (2002)
 AW3058
 AW3058'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW3058'MARK NOT FOUND.
 AW3058
 AW3058                          STATION RECOVERY (2004)
 AW3058
 AW3058'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3058'MARK NOT FOUND.
 AW3058
 AW3058                          STATION RECOVERY (2005)
 AW3058
 AW3058'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2701 ***********************************************************************
 BY2701  DESIGNATION -  SMITH RESET
 BY2701  PID         -  BY2701
 BY2701  STATE/COUNTY-  TX/CHEROKEE
 BY2701  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY2701
 BY2701                         *CURRENT SURVEY CONTROL
 BY2701  ___________________________________________________________________
 BY2701* NAD 83(1993)-  31 57 53.67636(N)    095 06 21.83225(W)     ADJUSTED  
 BY2701* NAVD 88     -       180.9    (meters)     594.     (feet)  VERTCON   
 BY2701  ___________________________________________________________________
 BY2701  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BY2701  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BY2701
 BY2701  HORZ ORDER  -  FIRST
 BY2701
 BY2701.The horizontal coordinates were established by classical geodetic methods
 BY2701.and adjusted by the National Geodetic Survey in February 1996..
 BY2701
 BY2701.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2701
 BY2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2701
 BY2701.The geoid height was determined by GEOID03.
 BY2701
 BY2701;                    North         East     Units Scale Factor Converg.
 BY2701;SPC TX C     - 3,266,393.871 1,193,958.577   MT  1.00002293   +2 41 32.5
 BY2701;SPC TX C     -10,716,493.89  3,917,179.10   sFT  1.00002293   +2 41 32.5
 BY2701;SPC TXNC     - 2,038,255.960   920,786.228   MT  1.00005090   +1 51 03.7
 BY2701;SPC TXNC     - 6,687,178.10  3,020,946.15   sFT  1.00005090   +1 51 03.7
 BY2701;UTM  15      - 3,538,483.256   300,975.379   MT  1.00008853   -1 06 55.1
 BY2701
 BY2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2701!SPC TX C     -   0.99997576  x   1.00002293  =   0.99999868
 BY2701!SPC TXNC     -   0.99997576  x   1.00005090  =   1.00002665
 BY2701!UTM  15      -   0.99997576  x   1.00008853  =   1.00006428
 BY2701
 BY2701|---------------------------------------------------------------------|
 BY2701| PID    Reference Object                     Distance      Geod. Az  |
 BY2701|                                                           dddmmss.s |
 BY2701| CV9235 SMITH RM                             24.850 METERS 08021     |
 BY2701| CV9237 SMITH RM 3                           28.174 METERS 08458     |
 BY2701| CV9234 SMITH AZ MK                                        1174755.0 |
 BY2701| CV9236 SMITH RM 2                           21.070 METERS 27507     |
 BY2701|---------------------------------------------------------------------|
 BY2701
 BY2701                          SUPERSEDED SURVEY CONTROL
 BY2701
 BY2701  NAD 83(1986)-  31 57 53.68607(N)    095 06 21.81847(W) AD(       ) 1
 BY2701  NAD 27      -  31 57 53.08200(N)    095 06 21.02100(W) AD(       ) 1
 BY2701  NGVD 29 (07/19/86)  180.9    (m)          594.     (f) VERT ANG       
 BY2701
 BY2701.Superseded values are not recommended for survey control.
 BY2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2701.See file dsdata.txt to determine how the superseded data were derived.
 BY2701
 BY2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR0097538483(NAD 83)
 BY2701_MARKER: DS = TRIANGULATION STATION DISK
 BY2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2701
 BY2701  HISTORY     - Date     Condition        Report By
 BY2701  HISTORY     - 1950     MONUMENTED       CGS
 BY2701  HISTORY     - 1958     GOOD             CGS
 BY2701
 BY2701                          STATION DESCRIPTION
 BY2701
 BY2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 BY2701'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 BY2701'CHANGES.  DUE TO SAND BLOWING FROM AROUND THE SURFACE MARK
 BY2701'AND IT BEING IN A TILTED POSITION, A NEW SURFACE MARK WAS
 BY2701'SET OVER THE UNDERGROUND MARK.  THE 1919 REFERENCE MARK WAS
 BY2701'NOT RECOVERED.  AN AZIMUTH MARK AND TWO REFERENCE MARKS WERE
 BY2701'SET.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 BY2701'
 BY2701'THE STATION IS LOCATED ON TOP OF A HILL ABOUT 1-1/2 MILES
 BY2701'SOUTH OF SUMMERFIELD AND 3/4 MILE WEST OF STATE HIGHWAY 110.
 BY2701'IT IS 18 FEET SOUTH OF AN EAST-WEST FENCELINE AND EDGE OF
 BY2701'WOODS AND 14.7 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 BY2701'MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED SMITH
 BY2701'1919.
 BY2701'
 BY2701'REFERENCE MARK NO. 2 IS 8 FEET SOUTH OF AN EAST-WEST FENCELINE.
 BY2701'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 BY2701'SMITH NO 2 1950.
 BY2701'
 BY2701'REFERENCE MARK NO. 3 IS 9 FEET SOUTH OF AN EAST-WEST FENCELINE.
 BY2701'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 BY2701'SMITH NO 3 1950.
 BY2701'
 BY2701'AZIMUTH MARK IS 23 FEET NORTHWEST OF AN OAK TREE 2 FEET IN
 BY2701'DIAMETER, 22 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 BY2701'SMALL BARN, 9 FEET SOUTHEAST OF A CORNER POST, 4.5 FEET
 BY2701'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST OF
 BY2701'A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 BY2701'STAMPED SMITH 1950.
 BY2701'
 BY2701'TO REACH THE STATION FROM THE JUNCTIONS U.S. HIGHWAY 79 AND
 BY2701'STATE HIGHWAY 110 IN THE SMALL VILLAGE OF SUMMERFIELD, GO
 BY2701'SOUTH ON STATE HIGHWAY 110 FOR 0.7 MILE TO A SIDE ROAD RIGHT.
 BY2701'TURN RIGHT (WEST) AND FOLLOW DIRT ROAD FOR 0.6 MILE TO A
 BY2701'ROAD LEADING RIGHT.  TURN RIGHT (WEST) AND FOLLOW DIRT ROAD FOR
 BY2701'0.35 MILE TO WIRE GATE ON LEFT.  (AZIMUTH MARK REACHED FROM
 BY2701'THE POINT BY PASSING THROUGH GATE AND FOLLOW DIM TRACK ROAD
 BY2701'SOUTHERLY FOR 0.2 MILE TO BARN AND AZIMUTH MARK AS DESCRIBED
 BY2701'ABOVE.) CONTINUE WEST PASSING TO THE NORTH OF A FARM HOUSE
 BY2701'FOR 0.15 MILE TO A GATE, PASS THROUGH GATE AND FOLLOW DIM
 BY2701'TRACK ROAD THROUGH WOODS FOR 0.1 MILE TO TOP OF HILL AND
 BY2701'STATION ON LEFT.
 BY2701'
 BY2701'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BY2701
 BY2701                          STATION RECOVERY (1958)
 BY2701
 BY2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2701'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3
 BY2701'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 BY2701'CONDITION AS IN THE 1950 RECOVERY NOTE.  FROM THE 1950 OBSERVATIONS
 BY2701'A 1 MINUTE DIFFERENCE WAS FOUND ON THE REFERENCE MARKS AND THE
 BY2701'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 BY2701'
 BY2701'THE STATION IS LOCATED NEAR THE NORTH EDGE OF A PASTURE
 BY2701'AND ON THE HIGHEST PART OF THE HILL WHICH IS ABOUT 2 MILES
 BY2701'SOUTH-SOUTHWEST OF THE SMALL VILLAGE OF NEW SUMMERFIELD
 BY2701'AND 3/4 MILE WEST OF STATE HIGHWAY 110.  IT IS 18 FEET SOUTH
 BY2701'OF AN EAST-WEST FENCE LINE AND 15 FEET SOUTHEAST OF A WHITE
 BY2701'WITNESS POST.  THE MARK PROJECTS ABOUT 10 INCHES ABOVE THE
 BY2701'SURFACE OF THE GROUND AND IS STAMPED SMITH 1919.
 BY2701'
 BY2701'REFERENCE MARK NO. 2 IS 8 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 BY2701'THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 BY2701'AND IS STAMPED SMITH NO 2 1950.
 BY2701'
 BY2701'REFERENCE MARK NO. 3 IS 12 FEET SOUTH OF AN EAST-WEST FENCE
 BY2701'LINE.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 BY2701'GROUND AND IS STAMPED SMITH NO 3 1950.
 BY2701'
 BY2701'THE AZIMUTH MARK IS 23 FEET NORTH OF A LARGE OAK TREE, 22
 BY2701'FEET SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL BARN, 9
 BY2701'FEET SOUTH OF A CORNER POST AND 5 FEET NORTH OF A WHITE
 BY2701'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES ABOVE THE
 BY2701'SURFACE OF THE GROUND AND IS STAMPED SMITH 1950.
 BY2701'
 BY2701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79
 BY2701'AND STATE HIGHWAY 110 IN THE SMALL VILLAGE OF NEW SUMMERFIELD
 BY2701'GO SOUTH ON STATE HIGHWAY 110 FOR 0.6 MILE TO A SIDE ROAD
 BY2701'RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO 0.6 MILE TO A DRIVEWAY
 BY2701'ON THE RIGHT.  TURN RIGHT AND GO 0.35 MILE TO A WIRE GATE
 BY2701'ON THE LEFT.  (TO REACH THE AZIMUTH MARK TURN LEFT THROUGH
 BY2701'THE WIRE GATE AND FOLLOW A DIM TRACK ROAD SOUTH FOR 0.15
 BY2701'TO THE AZIMUTH MARK AS DESCRIBED.) TURN LEFT THROUGH THE
 BY2701'WIRE GATE THEN RIGHT PASSING TO THE SOUTH OF A FARM HOUSE
 BY2701'AND GO 0.2 MILE TO A NORTHWEST FENCE CORNER AND A WIRE GAP.
 BY2701'TURN LEFT AFTER PASSING THROUGH THE WIRE GAP AND FOLLOW A
 BY2701'DIM TRACK ROAD FOR 0.05 MILE TO A WIRE GAP.  TURN RIGHT
 BY2701'AFTER PASSING THROUGH THE WIRE GAP AND GO 0.05 MILE TO
 BY2701'THE STATION MARK.
 BY2701'
 BY2701'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1969 ***********************************************************************
 AY1969  DESIGNATION -  SMITH USGS 1924
 AY1969  PID         -  AY1969
 AY1969  STATE/COUNTY-  TX/BEXAR
 AY1969  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1969
 AY1969                         *CURRENT SURVEY CONTROL
 AY1969  ___________________________________________________________________
 AY1969* NAD 83(1993)-  29 41 16.16456(N)    098 45 47.23056(W)     ADJUSTED  
 AY1969* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 AY1969  ___________________________________________________________________
 AY1969  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 AY1969  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AY1969
 AY1969  HORZ ORDER  -  SECOND
 AY1969
 AY1969.The horizontal coordinates were established by classical geodetic methods
 AY1969.and adjusted by the National Geodetic Survey in February 1996..
 AY1969
 AY1969.The orthometric height was scaled from a topographic map.
 AY1969
 AY1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1969
 AY1969.The geoid height was determined by GEOID03.
 AY1969
 AY1969;                    North         East     Units Scale Factor Converg.
 AY1969;SPC TXSC     - 4,205,550.860   622,924.187   MT  0.99988214   +0 06 57.8
 AY1969;SPC TXSC     -13,797,711.45  2,043,710.44   sFT  0.99988214   +0 06 57.8
 AY1969;UTM  14      - 3,284,217.949   522,917.767   MT  0.99960648   +0 07 02.4
 AY1969
 AY1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1969!SPC TXSC     -   0.99991315  x   0.99988214  =   0.99979530
 AY1969!UTM  14      -   0.99991315  x   0.99960648  =   0.99951967
 AY1969
 AY1969                          SUPERSEDED SURVEY CONTROL
 AY1969
 AY1969  NAD 83(1986)-  29 41 16.16986(N)    098 45 47.21417(W) AD(       ) 2
 AY1969  NAD 27      -  29 41 15.36300(N)    098 45 46.12500(W) AD(       ) 2
 AY1969
 AY1969.Superseded values are not recommended for survey control.
 AY1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1969.See file dsdata.txt to determine how the superseded data were derived.
 AY1969
 AY1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2291884218(NAD 83)
 AY1969_MARKER: DD = SURVEY DISK
 AY1969_SETTING: 66 = SET IN ROCK OUTCROP
 AY1969_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AY1969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1969+STABILITY: POSITION/ELEVATION WELL
 AY1969
 AY1969  HISTORY     - Date     Condition        Report By
 AY1969  HISTORY     - 1924     MONUMENTED       USGS
 AY1969  HISTORY     - 1956     GOOD             CGS
 AY1969  HISTORY     - 1988     POOR             USPSQD
 AY1969
 AY1969                          STATION DESCRIPTION
 AY1969
 AY1969'DESCRIBED BY US GEOLOGICAL SURVEY 1924 (HO)
 AY1969'STANDARD TABLET OF UNITED STATES GEOLOGICAL SURVEY, ONE SIDE BROKEN
 AY1969'OFF, ON SAME ROCK AS STATION SMITH AND 0.155 METER (0.51 FOOT) FROM
 AY1969'THAT STATION S 05 DEG 13 MIN W.
 AY1969
 AY1969                          STATION RECOVERY (1956)
 AY1969
 AY1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1969'THE STATION WAS RECOVERED AS DESCRIBED BY F.B. QUINN IN 1943.
 AY1969
 AY1969                          STATION RECOVERY (1988)
 AY1969
 AY1969'RECOVERY NOTE BY US POWER SQUADRON 1988 (LBK)
 AY1969'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1062 ***********************************************************************
 CR1062  DESIGNATION -  SMITHLAND LOOKOUT TOWER
 CR1062  PID         -  CR1062
 CR1062  STATE/COUNTY-  TX/MARION
 CR1062  USGS QUAD   -  SMITHLAND (1962)
 CR1062
 CR1062                         *CURRENT SURVEY CONTROL
 CR1062  ___________________________________________________________________
 CR1062* NAD 83(1993)-  32 50 03.33129(N)    094 10 23.29150(W)     ADJUSTED  
 CR1062* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 CR1062  ___________________________________________________________________
 CR1062  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CR1062  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR1062
 CR1062  HORZ ORDER  -  SECOND
 CR1062
 CR1062.The horizontal coordinates were established by classical geodetic methods
 CR1062.and adjusted by the National Geodetic Survey in September 1999..
 CR1062
 CR1062.The orthometric height was scaled from a topographic map.
 CR1062
 CR1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1062
 CR1062.The geoid height was determined by GEOID03.
 CR1062
 CR1062;                    North         East     Units Scale Factor Converg.
 CR1062;SPC TXNC     - 2,137,814.525 1,004,950.419   MT  0.99987978   +2 21 35.4
 CR1062;SPC TXNC     - 7,013,813.15  3,297,074.83   sFT  0.99987978   +2 21 35.4
 CR1062;UTM  15      - 3,633,522.616   390,202.847   MT  0.99974865   -0 38 10.1
 CR1062
 CR1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1062!SPC TXNC     -   0.99999238  x   0.99987978  =   0.99987216
 CR1062!UTM  15      -   0.99999238  x   0.99974865  =   0.99974103
 CR1062
 CR1062                          SUPERSEDED SURVEY CONTROL
 CR1062
 CR1062  NAD 83(1993)-  32 50 03.33204(N)    094 10 23.29099(W) AD(       ) 2
 CR1062  NAD 83(1993)-  32 50 03.33838(N)    094 10 23.28263(W) AD(       ) 2
 CR1062  NAD 83(1986)-  32 50 03.33915(N)    094 10 23.28047(W) AD(       ) 2
 CR1062  NAD 27      -  32 50 02.83920(N)    094 10 22.61170(W) AD(       ) 2
 CR1062
 CR1062.Superseded values are not recommended for survey control.
 CR1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1062.See file dsdata.txt to determine how the superseded data were derived.
 CR1062
 CR1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9020333523(NAD 83)
 CR1062_MARKER: 57 = LOOKOUT TOWER
 CR1062
 CR1062  HISTORY     - Date     Condition        Report By
 CR1062  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1062
 CR1062                          STATION DESCRIPTION
 CR1062
 CR1062'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9111 ***********************************************************************
 DG9111  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9111  DESIGNATION -  SMITHVILLE COOP CORS ARP
 DG9111  CORS_ID     -  LCSM
 DG9111  PID         -  DG9111
 DG9111  STATE/COUNTY-  TX/BASTROP
 DG9111  USGS QUAD   -  SMITHVILLE (1982)
 DG9111
 DG9111                         *CURRENT SURVEY CONTROL
 DG9111  ___________________________________________________________________
 DG9111* NAD 83(CORS)-  30 00 30.43140(N)    097 07 31.75904(W)     ADJUSTED  
 DG9111* NAVD 88     -                                                        
 DG9111  ___________________________________________________________________
 DG9111  EPOCH DATE  -        2002.00
 DG9111  X           -    -685,690.887 (meters)                     COMP
 DG9111  Y           -  -5,485,159.742 (meters)                     COMP
 DG9111  Z           -   3,171,222.233 (meters)                     COMP
 DG9111  ELLIP HEIGHT-          74.02  (meters)          (02/??/05) GPS OBS
 DG9111  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DG9111
 DG9111  HORZ ORDER  -  SPECIAL (CORS)
 DG9111  ELLP ORDER  -  SPECIAL (CORS)
 DG9111
 DG9111.ITRF positions are available for this station.
 DG9111.The coordinates were established by GPS observations
 DG9111.and adjusted by the National Geodetic Survey in February 2005..
 DG9111.The coordinates are valid at the epoch date displayed above.
 DG9111.The epoch date for horizontal control is a decimal equivalence
 DG9111.of Year/Month/Day.
 DG9111
 DG9111
 DG9111.The PID for the CORS L1 Phase Center is DG9112.
 DG9111
 DG9111.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9111
 DG9111.The ellipsoidal height was determined by GPS observations
 DG9111.and is referenced to NAD 83.
 DG9111
 DG9111.The geoid height was determined by GEOID03.
 DG9111
 DG9111;                    North         East     Units Scale Factor Converg.
 DG9111;SPC TX C     - 3,042,352.393 1,009,453.360   MT  1.00003064   +1 39 08.0
 DG9111;SPC TX C     - 9,981,451.14  3,311,848.23   sFT  1.00003064   +1 39 08.0
 DG9111
 DG9111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9111!SPC TX C     -   0.99998838  x   1.00003064  =   1.00001901
 DG9111
 DG9111                          SUPERSEDED SURVEY CONTROL
 DG9111
 DG9111.No superseded survey control is available for this station.
 DG9111
 DG9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU8079321201(NAD 83)
 DG9111_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9111
 DG9111                          STATION DESCRIPTION
 DG9111
 DG9111'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9111'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9111'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9111'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9111'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9111'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9112 ***********************************************************************
 DG9112  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9112  DESIGNATION -  SMITHVILLE COOP CORS L1 PHASE CENTER
 DG9112  CORS_ID     -  LCSM
 DG9112  PID         -  DG9112
 DG9112  STATE/COUNTY-  TX/BASTROP
 DG9112  USGS QUAD   -  SMITHVILLE (1982)
 DG9112
 DG9112                         *CURRENT SURVEY CONTROL
 DG9112  ___________________________________________________________________
 DG9112* NAD 83(CORS)-  30 00 30.43148(N)    097 07 31.75899(W)     ADJUSTED  
 DG9112* NAVD 88     -                                                        
 DG9112  ___________________________________________________________________
 DG9112  EPOCH DATE  -        2002.00
 DG9112  X           -    -685,690.896 (meters)                     COMP
 DG9112  Y           -  -5,485,159.827 (meters)                     COMP
 DG9112  Z           -   3,171,222.286 (meters)                     COMP
 DG9112  ELLIP HEIGHT-          74.12  (meters)          (02/??/05) GPS OBS
 DG9112  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DG9112
 DG9112  HORZ ORDER  -  SPECIAL (CORS)
 DG9112  ELLP ORDER  -  SPECIAL (CORS)
 DG9112
 DG9112.ITRF positions are available for this station.
 DG9112.The coordinates were established by GPS observations
 DG9112.and adjusted by the National Geodetic Survey in February 2005..
 DG9112.The coordinates are valid at the epoch date displayed above.
 DG9112.The epoch date for horizontal control is a decimal equivalence
 DG9112.of Year/Month/Day.
 DG9112
 DG9112
 DG9112.The PID for the CORS ARP is DG9111.
 DG9112
 DG9112.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9112
 DG9112.The ellipsoidal height was determined by GPS observations
 DG9112.and is referenced to NAD 83.
 DG9112
 DG9112.The geoid height was determined by GEOID03.
 DG9112
 DG9112;                    North         East     Units Scale Factor Converg.
 DG9112;SPC TX C     - 3,042,352.395 1,009,453.362   MT  1.00003064   +1 39 08.0
 DG9112;SPC TX C     - 9,981,451.15  3,311,848.24   sFT  1.00003064   +1 39 08.0
 DG9112
 DG9112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9112!SPC TX C     -   0.99998836  x   1.00003064  =   1.00001900
 DG9112
 DG9112                          SUPERSEDED SURVEY CONTROL
 DG9112
 DG9112.No superseded survey control is available for this station.
 DG9112
 DG9112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU8079321201(NAD 83)
 DG9112_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9112
 DG9112                          STATION DESCRIPTION
 DG9112
 DG9112'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9112'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9112'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9112'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9112'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9112'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0433 ***********************************************************************
 BA0433  DESIGNATION -  SMOKY
 BA0433  PID         -  BA0433
 BA0433  STATE/COUNTY-  TX/BREWSTER
 BA0433  USGS QUAD   -  SMOKY CREEK (1971)
 BA0433
 BA0433                         *CURRENT SURVEY CONTROL
 BA0433  ___________________________________________________________________
 BA0433* NAD 83(1993)-  29 05 46.50495(N)    103 25 56.19340(W)     ADJUSTED  
 BA0433* NAVD 88     -       958.     (meters)    3143.     (feet)  SCALED    
 BA0433  ___________________________________________________________________
 BA0433  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 BA0433  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 BA0433
 BA0433  HORZ ORDER  -  FIRST
 BA0433
 BA0433.The horizontal coordinates were established by classical geodetic methods
 BA0433.and adjusted by the National Geodetic Survey in February 1996..
 BA0433
 BA0433.The orthometric height was scaled from a topographic map.
 BA0433
 BA0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0433
 BA0433.The geoid height was determined by GEOID03.
 BA0433
 BA0433;                    North         East     Units Scale Factor Converg.
 BA0433;SPC TXSC     - 4,148,139.219   168,683.130   MT  0.99987186   -2 10 17.1
 BA0433;SPC TXSC     -13,609,353.42    553,421.24   sFT  0.99987186   -2 10 17.1
 BA0433;UTM  13      - 3,219,664.658   652,564.651   MT  0.99988723   +0 45 45.0
 BA0433
 BA0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0433!SPC TXSC     -   0.99985293  x   0.99987186  =   0.99972481
 BA0433!UTM  13      -   0.99985293  x   0.99988723  =   0.99974018
 BA0433
 BA0433|---------------------------------------------------------------------|
 BA0433| PID    Reference Object                     Distance      Geod. Az  |
 BA0433|                                                           dddmmss.s |
 BA0433| CI0517 SMOKY RM 1                           19.200 METERS 13938     |
 BA0433| CI0516 SMOKY AZ MK                                        1671844.1 |
 BA0433| CI0518 SMOKY RM 2                                         28338     |
 BA0433|---------------------------------------------------------------------|
 BA0433
 BA0433                          SUPERSEDED SURVEY CONTROL
 BA0433
 BA0433  NAD 83(1986)-  29 05 46.50516(N)    103 25 56.18547(W) AD(       ) 1
 BA0433  NAD 27      -  29 05 45.77500(N)    103 25 54.54900(W) AD(       ) 1
 BA0433
 BA0433.Superseded values are not recommended for survey control.
 BA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0433.See file dsdata.txt to determine how the superseded data were derived.
 BA0433
 BA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN5256519665(NAD 83)
 BA0433_MARKER: DS = TRIANGULATION STATION DISK
 BA0433_SETTING: 80 = SET IN A BOULDER
 BA0433_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BA0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BA0433+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2002
 BA0433
 BA0433  HISTORY     - Date     Condition        Report By
 BA0433  HISTORY     - 1934     MONUMENTED       CGS
 BA0433  HISTORY     - 20021228 GOOD             INDIV
 BA0433
 BA0433                          STATION DESCRIPTION
 BA0433
 BA0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0433'ABOUT 5 MILES WEST-SOUTHWEST OF CASTOLON POST OFFICE, 19-1/2
 BA0433'MILES SOUTHWEST OF TERLINGUA, AND 2 MILES NORTH OF THE RIO
 BA0433'GRANDE, ON THE HIGHEST POINT OF A BLACK ROCK WHICH HAS SEVERAL
 BA0433'RIMS AND SLOPES VERY STEEPLY IN ALL DIRECTIONS.  THIS ROCK
 BA0433'OR MOUNTAIN IS KNOWN LOCALLY AS JOE MOUNTAIN.
 BA0433'
 BA0433'TO REACH FROM CASTOLON POST OFFICE, GO SOUTH AND SOUTHEAST ON
 BA0433'MAIN ROAD 4.0 MILES TO FORKS, TAKE LEFT FORK MAIN ROAD, GO
 BA0433'3.3 MILES TO FORKS WHERE UNIMPROVED ROAD TURNS NORTH ON WEST
 BA0433'BANK OF CREEK, CONTINUE NORTH UP CREEK BOTTOM 0.65 MILE, PASS
 BA0433'CLOSE TO WHITECHALK BLUFF ON WEST SIDE OF CREEK, CONTINUE
 BA0433'0.25 MILE, LEAVE ROAD TURN LEFT (NORTH) UP SMALL CREEK BOTTOM
 BA0433'AND GO 0.15 MILE TO THE BASE OF PEAK AND END OF TRUCK TRAVEL.
 BA0433'FROM HERE PACK ABOUT 1/4 MILE UP CREEK BOTTOM TO CANYON, TURN
 BA0433'UP ON NORTH SLOPE AND WORK WAY OVER ROCKS AND ALONG EDGE OF RIM
 BA0433'ROCK TO THE TOP OF PEAK AND STATION.  THE CLIMB IS MADE FROM THE
 BA0433'NORTHEAST SIDE, ABOUT A TWO-HOUR PACK WITH LOAD.  WATER AT
 BA0433'CASTOLON POST OFFICE.
 BA0433'
 BA0433'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BA0433'DISKS SET IN BOULDERS.
 BA0433'
 BA0433'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE SAME RIDGE
 BA0433'AS STATION.
 BA0433'
 BA0433'REFERENCE MARK NO. 2 IS AT SOUTHWEST EDGE OF THE SAME RIDGE
 BA0433'AS STATION.
 BA0433'
 BA0433'AZIMUTH MARK IS ON THE NORTHERNMOST HUMP OF THE FIRST RIDGE
 BA0433'OF CAP ROCK TO THE EAST OF STATION.
 BA0433'
 BA0433'NATURAL AZIMUTH IS TRIANGULATION STATION CHISOS U.S.G.S. WHICH
 BA0433'IS THE HIGHEST POINT OF THE CHISOS MOUNTAINS KNOWN AS EMORY PEAK.
 BA0433'
 BA0433'A 4-FOOT STAND WAS USED.
 BA0433
 BA0433                          STATION RECOVERY (2002)
 BA0433
 BA0433'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MBD)
 BA0433'RECOVERED TRIANGULATION STATION 'SMOKY' IN GREAT CONDITION. NAD 83 -
 BA0433'LAT 29 05 46.6 N - LONG 103 25 56.3 W USING HANDHELD GPS. TOUGH CLIMB.
 BA0433' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2861 ***********************************************************************
 CS2861  DESIGNATION -  SMU 2
 CS2861  PID         -  CS2861
 CS2861  STATE/COUNTY-  TX/DALLAS
 CS2861  USGS QUAD   -  DALLAS (1981)
 CS2861
 CS2861                         *CURRENT SURVEY CONTROL
 CS2861  ___________________________________________________________________
 CS2861* NAD 83(1993)-  32 50 41.72015(N)    096 47 04.10989(W)     ADJUSTED  
 CS2861* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 CS2861  ___________________________________________________________________
 CS2861  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 CS2861  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CS2861
 CS2861  HORZ ORDER  -  THIRD
 CS2861
 CS2861.The horizontal coordinates were established by classical geodetic methods
 CS2861.and adjusted by the National Geodetic Survey in February 1996..
 CS2861.No horizontal observational check was made to the station.
 CS2861
 CS2861.The orthometric height was scaled from a topographic map.
 CS2861
 CS2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2861
 CS2861.The geoid height was determined by GEOID03.
 CS2861
 CS2861;                    North         East     Units Scale Factor Converg.
 CS2861;SPC TXNC     - 2,131,967.561   760,574.653   MT  0.99987909   +0 56 08.3
 CS2861;SPC TXNC     - 6,994,630.24  2,495,318.67   sFT  0.99987909   +0 56 08.3
 CS2861;UTM  14      - 3,636,270.172   707,347.863   MT  1.00013015   +1 12 07.4
 CS2861
 CS2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2861!SPC TXNC     -   0.99997526  x   0.99987909  =   0.99985435
 CS2861!UTM  14      -   0.99997526  x   1.00013015  =   1.00010541
 CS2861
 CS2861|---------------------------------------------------------------------|
 CS2861| PID    Reference Object                     Distance      Geod. Az  |
 CS2861|                                                           dddmmss.s |
 CS2861| CS1222 SMU                                 174.390 METERS 01255     |
 CS2861| CS1221 SMU AZ                                             1925349.7 |
 CS2861|---------------------------------------------------------------------|
 CS2861
 CS2861                          SUPERSEDED SURVEY CONTROL
 CS2861
 CS2861  NAD 83(1993)-  32 50 41.71999(N)    096 47 04.10169(W) AD(       ) 3
 CS2861  NAD 83(1986)-  32 50 41.72689(N)    096 47 04.09274(W) AD(       ) 3
 CS2861  NAD 27      -  32 50 41.27200(N)    096 47 03.09500(W) AD(       ) 3
 CS2861
 CS2861.Superseded values are not recommended for survey control.
 CS2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2861.See file dsdata.txt to determine how the superseded data were derived.
 CS2861
 CS2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0734836270(NAD 83)
 CS2861_MARKER: DS = TRIANGULATION STATION DISK
 CS2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2861
 CS2861  HISTORY     - Date     Condition        Report By
 CS2861  HISTORY     - 1948     MONUMENTED       CGS
 CS2861  HISTORY     - 1953     GOOD             CGS
 CS2861  HISTORY     - 1959     GOOD             CGS
 CS2861  HISTORY     - 1981     GOOD             NGS
 CS2861
 CS2861                          STATION DESCRIPTION
 CS2861
 CS2861'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS2861'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2861'IT IS A STANDARD DISK SET IN A CONCRETE MONUMENT, FLUSH
 CS2861'WITH THE SURFACE OF THE GROUND, STAMPED S M U 2 1948.  IT
 CS2861'IS IN THE NORTH EDGE OF A SHRUBBERY AREA AND ABOUT 8 INCHES BELOW
 CS2861'THE GRASS SLOPE TO THE NORTH.  THE SUB-SURFACE DISK SET IN
 CS2861'CONCRETE IS ABOUT 30 INCHES BELOW THE SURFACE AND IS UNSTAMPED.
 CS2861'
 CS2861'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH OF THE CENTER
 CS2861'OF DALLAS, ON THE NORTH SIDE OF THE S.M.U. CAMPUS, ABOUT 114
 CS2861'FEET SOUTH OF THE CENTERLINE OF DALLAS HALL, A LARGE DOME SHAPED
 CS2861'BUILDING, 131 FEET EAST OF THE CENTERLINE OF THE SOUTH ENTRANCE
 CS2861'TO DALLAS HALL, 10 FEET NORTH OF THE NORTH EDGE OF THE WALK
 CS2861'AND 140 FEET WEST OF THE WEST ENTRANCE TO HYER SCHOOL OF PHYSICS
 CS2861'BUILDING.
 CS2861'
 CS2861'THE AZIMUTH MARK IS A STANDARD DISK STAMPED S M U 1947, SET
 CS2861'IN THE EAST OF TWO WALKS THAT LEAD SOUTH FROM DALLAS HALL.
 CS2861'IT IS ABOUT 180 YARDS SOUTH OF THE HALL AND S.S.W. OF THE STATION
 CS2861'0.6 FEET EAST OF THE WEST EDGE OF THE WALK AND 9.2 FEET NORTH
 CS2861'OF THE CURB.
 CS2861'
 CS2861'THERE ARE NO REFERENCE MARKS TO THIS STATION.
 CS2861
 CS2861                          STATION RECOVERY (1959)
 CS2861
 CS2861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2861'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE
 CS2861'NO REFERENCE MARKS.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CS2861'ARE CORRECT.
 CS2861
 CS2861                          STATION RECOVERY (1981)
 CS2861
 CS2861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS2861'THE STATION MARK AND THE AZIMUTH MARK WAS RECOVERED IN GOOD
 CS2861'CONDITION.  THE AZIMUTH MARK IS TO BE DESTROYED BY CONSTRUCTION.  A
 CS2861'NEW AZIMUTH WAS ESTABLISHED AT THIS TIME.  THERE ARE NO REFERENCE
 CS2861'MARKS AS THE UNIVERSITY PREFERS THEY NOT BE SET.  A NEW DESCRIPTION
 CS2861'FOLLOWS.
 CS2861'
 CS2861'THE STATION IS LOCATED ON THE CAMPUS OF SOUTHERN METHODIST UNIVERSITY
 CS2861'IN HIGHLAND PARK, WHICH IS A SUBURB OF DALLAS.  IT IS ABOUT 8.0 KM
 CS2861'(5.0 MI) NORTH OF THE CENTER OF DALLAS.  THE STATION IS 34.75 METERS
 CS2861'SOUTH OF THE SOUTHEAST CORNER OF DALLAS HALL, WHICH IS THE LARGE
 CS2861'DOME SHAPED BUILDING, 42.67 METERS WEST OF THE ENTRANCE TO HYER HALL
 CS2861'AND 3.05 METERS NORTH OF A SIDEWALK.  IT IS IN THE NORTH EDGE OF A
 CS2861'HEDGE.  IT IS ADVISABLE TO CHECK WITH THE ENGINEERING DEPARTMENT FOR
 CS2861'THE STATION IS ABOUT 20 CENTIMETERS BELOW GROUND AND COVERED BY THE
 CS2861'HEDGE.
 CS2861'
 CS2861'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 CS2861'MONUMENT 20 CENTIMETERS BELOW GROUND STAMPED---SMU 2 1948---.
 CS2861'
 CS2861'AZIMUTH MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A ROUND
 CS2861'CONCRETE MONUMENT STAMPED---SMU 2 NO 1948 1981---AND IS FLUSH WITH
 CS2861'THE GROUND.  IT IS 11.89 METERS (39.0 FEET) SOUTH OF DYER STREET,
 CS2861'6.49 METERS (21.3 FEET) EAST OF THE CENTER OF A SEWER COVER, 5.49
 CS2861'METERS (18.0 FEET) WEST OF A 14-INCH OAK TREE AND 2.86 METERS (9.4
 CS2861'FEET) SOUTH OF THE SOUTH EDGE OF A SIDEWALK.  THE AZIMUTH MARK IS ON
 CS2861'THE MALL SOUTH OF DALLAS HALL AND ACROSS DYER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1221 ***********************************************************************
 CS1221  DESIGNATION -  SMU AZ
 CS1221  PID         -  CS1221
 CS1221  STATE/COUNTY-  TX/DALLAS
 CS1221  USGS QUAD   -  DALLAS (1981)
 CS1221
 CS1221                         *CURRENT SURVEY CONTROL
 CS1221  ___________________________________________________________________
 CS1221* NAD 83(1986)-  32 50 36.     (N)    096 47 04.     (W)     SCALED    
 CS1221* NAVD 88     -       180.294  (meters)     591.51   (feet)  ADJUSTED  
 CS1221  ___________________________________________________________________
 CS1221  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CS1221  DYNAMIC HT  -         180.090 (meters)     590.85  (feet)  COMP
 CS1221  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 CS1221
 CS1221  VERT ORDER  -  FIRST     CLASS II
 CS1221
 CS1221.The horizontal coordinates were scaled from a topographic map and have
 CS1221.an estimated accuracy of +/- 6 seconds.
 CS1221
 CS1221.The orthometric height was determined by differential leveling
 CS1221.and adjusted by the National Geodetic Survey in June 1991..
 CS1221
 CS1221.The geoid height was determined by GEOID03.
 CS1221
 CS1221.The dynamic height is computed by dividing the NAVD 88
 CS1221.geopotential number by the normal gravity value computed on the
 CS1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1221.degrees latitude (g = 980.6199 gals.).
 CS1221
 CS1221.The modeled gravity was interpolated from observed gravity values.
 CS1221
 CS1221;                    North         East    Units  Estimated Accuracy
 CS1221;SPC TXNC     - 2,131,790.      760,580.      MT  (+/- 180 meters Scaled)
 CS1221
 CS1221                          SUPERSEDED SURVEY CONTROL
 CS1221
 CS1221  NGVD 29 (??/??/92)  180.304  (m)          591.55   (f) ADJ UNCH    1 2
 CS1221
 CS1221.Superseded values are not recommended for survey control.
 CS1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1221.See file dsdata.txt to determine how the superseded data were derived.
 CS1221
 CS1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB073360(NAD 83)
 CS1221_MARKER: DZ = AZIMUTH MARK DISK
 CS1221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1221_SP_SET: SIDEWALK
 CS1221_STAMPING: S M U 1947
 CS1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1221
 CS1221  HISTORY     - Date     Condition        Report By
 CS1221  HISTORY     - 1947     MONUMENTED       CGS
 CS1221  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1221
 CS1221                          STATION DESCRIPTION
 CS1221
 CS1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1221'IN DALLAS.
 CS1221'ABOUT 4.8 MILES NORTH OF THE DALLAS COUNTY COURTHOUSE, ON THE SOUTHERN
 CS1221'METHODIST UNIVERSITY CAMPUS, NEAR THE INTERSECTION OF BISHOP BOULEVARD
 CS1221'AND DYER STREET, 78 FEET NORTH OF THE CENTER LINE OF DYER STREET, 18
 CS1221'FEET EAST OF THE EXTENDED CENTER LINE OF BISHOP BOULEVARD, 9 FEET
 CS1221'NORTH OF THE NORTH CURB OF DYER STREET.  A BRONZE AZIMUTH MARK DISK
 CS1221'SET IN THE TOP OF THE WEST EDGE OF THE EAST SIDEWALK LEADING TO DALLAS
 CS1221'HALL.
 CS1221
 CS1221                          STATION RECOVERY (1984)
 CS1221
 CS1221'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWT)
 CS1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1223 ***********************************************************************
 CS1223  DESIGNATION -  SMU RM 1
 CS1223  PID         -  CS1223
 CS1223  STATE/COUNTY-  TX/DALLAS
 CS1223  USGS QUAD   -  DALLAS (1981)
 CS1223
 CS1223                         *CURRENT SURVEY CONTROL
 CS1223  ___________________________________________________________________
 CS1223* NAD 83(1986)-  32 50 46.     (N)    096 47 02.     (W)     SCALED    
 CS1223* NAVD 88     -       187.312  (meters)     614.54   (feet)  ADJUSTED  
 CS1223  ___________________________________________________________________
 CS1223  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CS1223  DYNAMIC HT  -         187.100 (meters)     613.84  (feet)  COMP
 CS1223  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 CS1223
 CS1223  VERT ORDER  -  FIRST     CLASS II
 CS1223
 CS1223.The horizontal coordinates were scaled from a topographic map and have
 CS1223.an estimated accuracy of +/- 6 seconds.
 CS1223
 CS1223.The orthometric height was determined by differential leveling
 CS1223.and adjusted by the National Geodetic Survey in June 1991..
 CS1223
 CS1223.The geoid height was determined by GEOID03.
 CS1223
 CS1223.The dynamic height is computed by dividing the NAVD 88
 CS1223.geopotential number by the normal gravity value computed on the
 CS1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1223.degrees latitude (g = 980.6199 gals.).
 CS1223
 CS1223.The modeled gravity was interpolated from observed gravity values.
 CS1223
 CS1223;                    North         East    Units  Estimated Accuracy
 CS1223;SPC TXNC     - 2,132,100.      760,630.      MT  (+/- 180 meters Scaled)
 CS1223
 CS1223                          SUPERSEDED SURVEY CONTROL
 CS1223
 CS1223  NGVD 29 (??/??/92)  187.321  (m)          614.57   (f) ADJ UNCH    1 2
 CS1223
 CS1223.Superseded values are not recommended for survey control.
 CS1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1223.See file dsdata.txt to determine how the superseded data were derived.
 CS1223
 CS1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB074364(NAD 83)
 CS1223_MARKER: DR = REFERENCE MARK DISK
 CS1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1223_SP_SET: STEP
 CS1223_STAMPING: S M U NO 1 1947
 CS1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1223
 CS1223  HISTORY     - Date     Condition        Report By
 CS1223  HISTORY     - 1947     MONUMENTED       CGS
 CS1223  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1223
 CS1223                          STATION DESCRIPTION
 CS1223
 CS1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1223'IN DALLAS.
 CS1223'ABOUT 5.0 MILES NORTH OF THE DALLAS COUNTY COURTHOUSE, ON THE NORTH
 CS1223'SIDE OF THE SOUTHERN METHODIST UNIVERSITY CAMPUS, NEAR THE
 CS1223'INTERSECTION OF ATHENS STREET AND DANIELS AVENUE, 235 FEET EAST OF THE
 CS1223'CENTER LINE OF ATHENS STREET, 157 FEET SOUTH OF THE CENTER LINE OF
 CS1223'DANIELS AVENUE, ON THE NORTH SIDE OF THE BLANTON OBSERVATORY.  A
 CS1223'BRONZE REFERENCE MARK DISK SET IN THE TOP OF THE THIRD STEP.
 CS1223
 CS1223                          STATION RECOVERY (1984)
 CS1223
 CS1223'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWT)
 CS1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1224 ***********************************************************************
 CS1224  DESIGNATION -  SMU RM 2
 CS1224  PID         -  CS1224
 CS1224  STATE/COUNTY-  TX/DALLAS
 CS1224  USGS QUAD   -  DALLAS (1981)
 CS1224
 CS1224                         *CURRENT SURVEY CONTROL
 CS1224  ___________________________________________________________________
 CS1224* NAD 83(1986)-  32 50 47.     (N)    096 47 01.     (W)     SCALED    
 CS1224* NAVD 88     -       187.236  (meters)     614.29   (feet)  ADJUSTED  
 CS1224  ___________________________________________________________________
 CS1224  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CS1224  DYNAMIC HT  -         187.025 (meters)     613.60  (feet)  COMP
 CS1224  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 CS1224
 CS1224  VERT ORDER  -  FIRST     CLASS II
 CS1224
 CS1224.The horizontal coordinates were scaled from a topographic map and have
 CS1224.an estimated accuracy of +/- 6 seconds.
 CS1224
 CS1224.The orthometric height was determined by differential leveling
 CS1224.and adjusted by the National Geodetic Survey in June 1991..
 CS1224
 CS1224.The geoid height was determined by GEOID03.
 CS1224
 CS1224.The dynamic height is computed by dividing the NAVD 88
 CS1224.geopotential number by the normal gravity value computed on the
 CS1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1224.degrees latitude (g = 980.6199 gals.).
 CS1224
 CS1224.The modeled gravity was interpolated from observed gravity values.
 CS1224
 CS1224;                    North         East    Units  Estimated Accuracy
 CS1224;SPC TXNC     - 2,132,130.      760,650.      MT  (+/- 180 meters Scaled)
 CS1224
 CS1224                          SUPERSEDED SURVEY CONTROL
 CS1224
 CS1224  NGVD 29 (??/??/92)  187.246  (m)          614.32   (f) ADJ UNCH    1 2
 CS1224
 CS1224.Superseded values are not recommended for survey control.
 CS1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1224.See file dsdata.txt to determine how the superseded data were derived.
 CS1224
 CS1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB074364(NAD 83)
 CS1224_MARKER: B = BOLT
 CS1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1224+STABILITY: SURFACE MOTION
 CS1224
 CS1224  HISTORY     - Date     Condition        Report By
 CS1224  HISTORY     - 1947     MONUMENTED       CGS
 CS1224  HISTORY     - 1947     GOOD             NGS
 CS1224
 CS1224                          STATION DESCRIPTION
 CS1224
 CS1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1224'IN DALLAS.
 CS1224'ABOUT 5.0 MILES NORTH OF THE DALLAS COUNTY COURTHOUSE, ON THE NORTH
 CS1224'SIDE OF THE SOUTHERN METHODIST UNIVERSITY CAMPUS, NEAR THE
 CS1224'INTERSECTION OF ATHENS STREET AND DANIELS AVENUE, 138 FEET EAST OF THE
 CS1224'CENTER LINE OF ATHENS STREET, 47 FEET SOUTH OF THE CENTER LINE OF
 CS1224'DANIELS AVENUE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2838 ***********************************************************************
 CS2838  DESIGNATION -  SMU STATION K 1947
 CS2838  PID         -  CS2838
 CS2838  STATE/COUNTY-  TX/DALLAS
 CS2838  USGS QUAD   -  DALLAS (1981)
 CS2838
 CS2838                         *CURRENT SURVEY CONTROL
 CS2838  ___________________________________________________________________
 CS2838* NAD 83(1993)-  32 50 47.61167(N)    096 47 03.77335(W)     ADJUSTED  
 CS2838* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 CS2838  ___________________________________________________________________
 CS2838  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 CS2838  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CS2838
 CS2838  HORZ ORDER  -  SECOND
 CS2838
 CS2838.The horizontal coordinates were established by classical geodetic methods
 CS2838.and adjusted by the National Geodetic Survey in February 1996..
 CS2838
 CS2838.The orthometric height was scaled from a topographic map.
 CS2838
 CS2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2838
 CS2838.The geoid height was determined by GEOID03.
 CS2838
 CS2838;                    North         East     Units Scale Factor Converg.
 CS2838;SPC TXNC     - 2,132,149.153   760,580.439   MT  0.99987899   +0 56 08.5
 CS2838;SPC TXNC     - 6,995,226.01  2,495,337.66   sFT  0.99987899   +0 56 08.5
 CS2838;UTM  14      - 3,636,451.834   707,352.805   MT  1.00013017   +1 12 07.8
 CS2838
 CS2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2838!SPC TXNC     -   0.99997495  x   0.99987899  =   0.99985394
 CS2838!UTM  14      -   0.99997495  x   1.00013017  =   1.00010511
 CS2838
 CS2838                          SUPERSEDED SURVEY CONTROL
 CS2838
 CS2838  NAD 83(1993)-  32 50 47.61151(N)    096 47 03.76518(W) AD(       ) 2
 CS2838  NAD 83(1986)-  32 50 47.61838(N)    096 47 03.75621(W) AD(       ) 2
 CS2838  NAD 27      -  32 50 47.16400(N)    096 47 02.75800(W) AD(       ) 2
 CS2838
 CS2838.Superseded values are not recommended for survey control.
 CS2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2838.See file dsdata.txt to determine how the superseded data were derived.
 CS2838
 CS2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0735336452(NAD 83)
 CS2838_MARKER: B = BOLT
 CS2838_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CS2838_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CS2838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2838
 CS2838  HISTORY     - Date     Condition        Report By
 CS2838  HISTORY     - 1947     MONUMENTED       CGS
 CS2838  HISTORY     - 1953     GOOD             CGS
 CS2838
 CS2838                          STATION DESCRIPTION
 CS2838
 CS2838'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS2838'STATION IS MARKED WITH A CHISELED CROSS IN A 1/2 INCH BOLT
 CS2838'SET IN AN IRREGULAR MASS OF CONCRETE, SLIGHTLY BELOW THE
 CS2838'SURFACE OF THE GROUND.  IT IS ON THE NORTH SIDE OF THE S.M.U.
 CS2838'CAMPUS, ABOUT 150 YARDS NORTH, NORTHEAST OF DALLAS HALL,
 CS2838'A LARGE DOME SHAPED BUILDING.  IT IS 49 FEET SOUTH OF THE
 CS2838'CENTERLINE OF DANIELS AVENUE AND 63.46 FEET NORTHEAST OF
 CS2838'A STANDARD U.S.C. AND G.S. REFERENCE DISK WHICH IS SET IN THE
 CS2838'EAST WALK AT THE NORTH ENTRANCE TO THE CAMPUS.  THE DISK IS
 CS2838'STAMPED S M U STA K NO 2 1947 AND IS SET FLUSH WITH THE
 CS2838'SURFACE OF THE WALK.  THE STATION IS ABOUT 150 FEET EAST OF
 CS2838'A SMALL OBSERVATORY.
 CS2838'
 CS2838'THIS WAS A TRAVERSE STATION TO STATION S M U 1947.  S M U
 CS2838'1947 HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1683 ***********************************************************************
 AH1683  DESIGNATION -  SN 090
 AH1683  PID         -  AH1683
 AH1683  STATE/COUNTY-  TX/NUECES
 AH1683  USGS QUAD   -  OSO CREEK NE (1975)
 AH1683
 AH1683                         *CURRENT SURVEY CONTROL
 AH1683  ___________________________________________________________________
 AH1683* NAD 83(1993)-  27 43 38.00995(N)    097 20 58.49787(W)     ADJUSTED  
 AH1683* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 AH1683  ___________________________________________________________________
 AH1683  X           -    -722,742.630 (meters)                     COMP
 AH1683  Y           -  -5,603,410.316 (meters)                     COMP
 AH1683  Z           -   2,949,771.762 (meters)                     COMP
 AH1683  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AH1683  ELLIP HEIGHT-         -21.36  (meters)          (06/17/02) GPS OBS
 AH1683  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AH1683
 AH1683  HORZ ORDER  -  FIRST
 AH1683  ELLP ORDER  -  FIFTH     CLASS I
 AH1683
 AH1683.The horizontal coordinates were established by GPS observations
 AH1683.and adjusted by the National Geodetic Survey in February 1996..
 AH1683
 AH1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1683
 AH1683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1683
 AH1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1683
 AH1683.The ellipsoidal height was determined by GPS observations
 AH1683.and is referenced to NAD 83.
 AH1683
 AH1683.The geoid height was determined by GEOID03.
 AH1683
 AH1683;                    North         East     Units Scale Factor Converg.
 AH1683;SPC TX S     - 5,228,815.895   413,436.431   MT  0.99997486   +0 31 20.3
 AH1683;SPC TX S     -17,154,873.48  1,356,416.02   sFT  0.99997486   +0 31 20.3
 AH1683;UTM  14      - 3,068,076.683   662,692.828   MT  0.99992672   +0 46 05.0
 AH1683
 AH1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1683!SPC TX S     -   1.00000336  x   0.99997486  =   0.99997822
 AH1683!UTM  14      -   1.00000336  x   0.99992672  =   0.99993008
 AH1683
 AH1683                          SUPERSEDED SURVEY CONTROL
 AH1683
 AH1683  ELLIP H (02/16/96)  -21.23   (m)                       GP(       ) 5 1
 AH1683  NAD 83(1986)-  27 43 38.01665(N)    097 20 58.47684(W) AD(       ) 1
 AH1683  NGVD 29 (04/09/92)    5.2    (m)           17.     (f) GPS OBS        
 AH1683
 AH1683.Superseded values are not recommended for survey control.
 AH1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1683.See file dsdata.txt to determine how the superseded data were derived.
 AH1683
 AH1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6269368077(NAD 83)
 AH1683_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1683_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1683+WITH SETTING: INFORMATION.
 AH1683_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1683_STAMPING: SN090
 AH1683_MARK LOGO: TX1550
 AH1683_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1683+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AH1683
 AH1683  HISTORY     - Date     Condition        Report By
 AH1683  HISTORY     - 1991     MONUMENTED       TX1550
 AH1683  HISTORY     - 20020628 GOOD             USPSQD
 AH1683  HISTORY     - 20050820 GOOD             USPSQD
 AH1683
 AH1683                          STATION DESCRIPTION
 AH1683
 AH1683'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1683'IN CORPUS CHRISTI, IN SWANTNER PARK. APPROX. 25 FT (7.6 M) OFF THE B/C
 AH1683'AT THE INTER. OF OCEAN DR. AND BAYCLIFF.
 AH1683'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN090. ACCESS
 AH1683'THROUGH A HINGED COVER.
 AH1683
 AH1683                          STATION RECOVERY (2002)
 AH1683
 AH1683'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1683'RECOVERED IN GOOD CONDITION.
 AH1683
 AH1683                          STATION RECOVERY (2005)
 AH1683
 AH1683'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AH1683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1684 ***********************************************************************
 AH1684  DESIGNATION -  SN 100
 AH1684  PID         -  AH1684
 AH1684  STATE/COUNTY-  TX/NUECES
 AH1684  USGS QUAD   -  OSO CREEK NE (1975)
 AH1684
 AH1684                         *CURRENT SURVEY CONTROL
 AH1684  ___________________________________________________________________
 AH1684* NAD 83(1993)-  27 44 14.60858(N)    097 22 13.05800(W)     ADJUSTED  
 AH1684* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 AH1684  ___________________________________________________________________
 AH1684  X           -    -724,700.987 (meters)                     COMP
 AH1684  Y           -  -5,602,629.916 (meters)                     COMP
 AH1684  Z           -   2,950,769.529 (meters)                     COMP
 AH1684  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AH1684  ELLIP HEIGHT-         -20.07  (meters)          (06/17/02) GPS OBS
 AH1684  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH1684
 AH1684  HORZ ORDER  -  FIRST
 AH1684  ELLP ORDER  -  FIFTH     CLASS I
 AH1684
 AH1684.The horizontal coordinates were established by GPS observations
 AH1684.and adjusted by the National Geodetic Survey in February 1996..
 AH1684
 AH1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1684
 AH1684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1684
 AH1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1684
 AH1684.The ellipsoidal height was determined by GPS observations
 AH1684.and is referenced to NAD 83.
 AH1684
 AH1684.The geoid height was determined by GEOID03.
 AH1684
 AH1684;                    North         East     Units Scale Factor Converg.
 AH1684;SPC TX S     - 5,229,923.952   411,384.187   MT  0.99997712   +0 30 46.4
 AH1684;SPC TX S     -17,158,508.83  1,349,682.95   sFT  0.99997712   +0 30 46.4
 AH1684;UTM  14      - 3,069,175.869   660,635.960   MT  0.99991851   +0 45 31.2
 AH1684
 AH1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1684!SPC TX S     -   1.00000315  x   0.99997712  =   0.99998027
 AH1684!UTM  14      -   1.00000315  x   0.99991851  =   0.99992166
 AH1684
 AH1684                          SUPERSEDED SURVEY CONTROL
 AH1684
 AH1684  ELLIP H (02/16/96)  -19.94   (m)                       GP(       ) 5 1
 AH1684  NAD 83(1986)-  27 44 14.61527(N)    097 22 13.03696(W) AD(       ) 1
 AH1684  NGVD 29 (04/09/92)    6.5    (m)           21.     (f) GPS OBS        
 AH1684
 AH1684.Superseded values are not recommended for survey control.
 AH1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1684.See file dsdata.txt to determine how the superseded data were derived.
 AH1684
 AH1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6063669176(NAD 83)
 AH1684_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1684_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1684+WITH SETTING: INFORMATION.
 AH1684_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1684_STAMPING: SN100
 AH1684_MARK LOGO: TX1550
 AH1684_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1684+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1684
 AH1684  HISTORY     - Date     Condition        Report By
 AH1684  HISTORY     - 1991     MONUMENTED       TX1550
 AH1684  HISTORY     - 20020628 GOOD             USPSQD
 AH1684  HISTORY     - 20050820 MARK NOT FOUND   USPSQD
 AH1684
 AH1684                          STATION DESCRIPTION
 AH1684
 AH1684'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1684'IN CORPUS CHRISTI, IN LAMAR PARK, W. OF THE INTER. OF SANTA FE AND
 AH1684'ABERDEEN. APPROX. 10 FT (3.0 M) ALONG AND 2 FT (0.6 M) N. OF A CONC.
 AH1684'HDW.
 AH1684'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN100. ACCESS
 AH1684'THROUGH A HINGED COVER.
 AH1684
 AH1684                          STATION RECOVERY (2002)
 AH1684
 AH1684'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1684'RECOVERED IN GOOD CONDITION.
 AH1684
 AH1684                          STATION RECOVERY (2005)
 AH1684
 AH1684'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AH1684'HIGH DIRT FILL OVER MARK LOCATIION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1685 ***********************************************************************
 AH1685  DESIGNATION -  SN 110
 AH1685  PID         -  AH1685
 AH1685  STATE/COUNTY-  TX/NUECES
 AH1685  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1685
 AH1685                         *CURRENT SURVEY CONTROL
 AH1685  ___________________________________________________________________
 AH1685* NAD 83(1993)-  27 45 13.45456(N)    097 22 35.50437(W)     ADJUSTED  
 AH1685* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 AH1685  ___________________________________________________________________
 AH1685  X           -    -725,202.505 (meters)                     COMP
 AH1685  Y           -  -5,601,715.448 (meters)                     COMP
 AH1685  Z           -   2,952,373.046 (meters)                     COMP
 AH1685  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH1685  ELLIP HEIGHT-         -19.23  (meters)          (06/17/02) GPS OBS
 AH1685  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH1685
 AH1685  HORZ ORDER  -  FIRST
 AH1685  ELLP ORDER  -  FIFTH     CLASS I
 AH1685
 AH1685.The horizontal coordinates were established by GPS observations
 AH1685.and adjusted by the National Geodetic Survey in February 1996..
 AH1685
 AH1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1685
 AH1685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1685
 AH1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1685
 AH1685.The ellipsoidal height was determined by GPS observations
 AH1685.and is referenced to NAD 83.
 AH1685
 AH1685.The geoid height was determined by GEOID03.
 AH1685
 AH1685;                    North         East     Units Scale Factor Converg.
 AH1685;SPC TX S     - 5,231,729.754   410,753.324   MT  0.99998082   +0 30 36.2
 AH1685;SPC TX S     -17,164,433.37  1,347,613.20   sFT  0.99998082   +0 30 36.2
 AH1685;SPC TXSC     - 3,992,288.651   760,082.493   MT  1.00024015   +0 47 43.3
 AH1685;SPC TXSC     -13,098,033.68  2,493,703.98   sFT  1.00024015   +0 47 43.3
 AH1685;UTM  14      - 3,070,978.835   659,997.391   MT  0.99991598   +0 45 22.2
 AH1685
 AH1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1685!SPC TX S     -   1.00000302  x   0.99998082  =   0.99998384
 AH1685!SPC TXSC     -   1.00000302  x   1.00024015  =   1.00024317
 AH1685!UTM  14      -   1.00000302  x   0.99991598  =   0.99991900
 AH1685
 AH1685:                Primary Azimuth Mark                     Grid Az
 AH1685:SPC TX S     -  SN 111                                   216 33 52.5
 AH1685:SPC TXSC     -  SN 111                                   216 16 45.4
 AH1685:UTM  14      -  SN 111                                   216 19 06.5
 AH1685
 AH1685|---------------------------------------------------------------------|
 AH1685| PID    Reference Object                     Distance      Geod. Az  |
 AH1685|                                                           dddmmss.s |
 AH1685| AH1686 SN 111                              APPROX. 1.1 KM 2170428.7 |
 AH1685|---------------------------------------------------------------------|
 AH1685
 AH1685                          SUPERSEDED SURVEY CONTROL
 AH1685
 AH1685  ELLIP H (02/16/96)  -19.10   (m)                       GP(       ) 5 1
 AH1685  NAD 83(1986)-  27 45 13.46125(N)    097 22 35.48329(W) AD(       ) 1
 AH1685  NGVD 29 (04/09/92)    7.4    (m)           24.     (f) GPS OBS        
 AH1685
 AH1685.Superseded values are not recommended for survey control.
 AH1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1685.See file dsdata.txt to determine how the superseded data were derived.
 AH1685
 AH1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5999770979(NAD 83)
 AH1685_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1685_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1685+WITH SETTING: INFORMATION.
 AH1685_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1685_STAMPING: SN110
 AH1685_MARK LOGO: TX1550
 AH1685_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1685+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1685
 AH1685  HISTORY     - Date     Condition        Report By
 AH1685  HISTORY     - 1991     MONUMENTED       TX1550
 AH1685
 AH1685                          STATION DESCRIPTION
 AH1685
 AH1685'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1685'IN CORPUS CHRISTI, IN ROPES PARK, AT THE INTER. OF THE ENTRANCE DR.
 AH1685'AND THE PKG. LOT. APPROX. 2 FT (0.6 M) E. OF ENTRANCE DR. AND 2.5 FT
 AH1685'(0.8 M) S. OF THE PKG. LOT.
 AH1685'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN110. ACCESS
 AH1685'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1686 ***********************************************************************
 AH1686  DESIGNATION -  SN 111
 AH1686  PID         -  AH1686
 AH1686  STATE/COUNTY-  TX/NUECES
 AH1686  USGS QUAD   -  OSO CREEK NW (1975)
 AH1686
 AH1686                         *CURRENT SURVEY CONTROL
 AH1686  ___________________________________________________________________
 AH1686* NAD 83(1993)-  27 44 46.00761(N)    097 22 58.81412(W)     ADJUSTED  
 AH1686* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 AH1686  ___________________________________________________________________
 AH1686  X           -    -725,886.188 (meters)                     COMP
 AH1686  Y           -  -5,602,024.309 (meters)                     COMP
 AH1686  Z           -   2,951,625.732 (meters)                     COMP
 AH1686  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AH1686  ELLIP HEIGHT-         -18.40  (meters)          (06/17/02) GPS OBS
 AH1686  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH1686
 AH1686  HORZ ORDER  -  FIRST
 AH1686  ELLP ORDER  -  FIFTH     CLASS I
 AH1686
 AH1686.The horizontal coordinates were established by GPS observations
 AH1686.and adjusted by the National Geodetic Survey in February 1996..
 AH1686
 AH1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1686
 AH1686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1686
 AH1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1686
 AH1686.The ellipsoidal height was determined by GPS observations
 AH1686.and is referenced to NAD 83.
 AH1686
 AH1686.The geoid height was determined by GEOID03.
 AH1686
 AH1686;                    North         East     Units Scale Factor Converg.
 AH1686;SPC TX S     - 5,230,879.264   410,122.511   MT  0.99997908   +0 30 25.6
 AH1686;SPC TX S     -17,161,643.05  1,345,543.60   sFT  0.99997908   +0 30 25.6
 AH1686;SPC TXSC     - 3,991,434.809   759,455.757   MT  1.00024378   +0 47 31.9
 AH1686;SPC TXSC     -13,095,232.37  2,491,647.76   sFT  1.00024378   +0 47 31.9
 AH1686;UTM  14      - 3,070,125.701   659,370.275   MT  0.99991351   +0 45 10.7
 AH1686
 AH1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1686!SPC TX S     -   1.00000289  x   0.99997908  =   0.99998197
 AH1686!SPC TXSC     -   1.00000289  x   1.00024378  =   1.00024667
 AH1686!UTM  14      -   1.00000289  x   0.99991351  =   0.99991640
 AH1686
 AH1686:                Primary Azimuth Mark                     Grid Az
 AH1686:SPC TX S     -  SN 110                                   036 33 52.3
 AH1686:SPC TXSC     -  SN 110                                   036 16 46.0
 AH1686:UTM  14      -  SN 110                                   036 19 07.2
 AH1686
 AH1686|---------------------------------------------------------------------|
 AH1686| PID    Reference Object                     Distance      Geod. Az  |
 AH1686|                                                           dddmmss.s |
 AH1686| AH1685 SN 110                              APPROX. 1.1 KM 0370417.9 |
 AH1686|---------------------------------------------------------------------|
 AH1686
 AH1686                          SUPERSEDED SURVEY CONTROL
 AH1686
 AH1686  ELLIP H (02/16/96)  -18.27   (m)                       GP(       ) 5 1
 AH1686  NAD 83(1986)-  27 44 46.01430(N)    097 22 58.79305(W) AD(       ) 1
 AH1686  NGVD 29 (04/09/92)    8.2    (m)           27.     (f) GPS OBS        
 AH1686
 AH1686.Superseded values are not recommended for survey control.
 AH1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1686.See file dsdata.txt to determine how the superseded data were derived.
 AH1686
 AH1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5937070126(NAD 83)
 AH1686_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1686_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1686+WITH SETTING: INFORMATION.
 AH1686_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1686_STAMPING: SN111
 AH1686_MARK LOGO: TX1550
 AH1686_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1686+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1686
 AH1686  HISTORY     - Date     Condition        Report By
 AH1686  HISTORY     - 1991     MONUMENTED       TX1550
 AH1686  HISTORY     - 20020629 POOR             USPSQD
 AH1686
 AH1686                          STATION DESCRIPTION
 AH1686
 AH1686'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1686'IN CORPUS CHRISTI, ON THE S. SIDE OF THE INTER. OF BRAWNER DITCH AND
 AH1686'SOUTH ALAMEDA. APPROX. 22.0 FT (6.7 M) N. OF THE S. CORNER OF A CONC.
 AH1686'WALL AND 1 FT (0.3 M) S OF THE 4 FT (1.2 M) S/W.
 AH1686'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN111. ACCESS
 AH1686'THROUGH A HINGED COVER.
 AH1686
 AH1686                          STATION RECOVERY (2002)
 AH1686
 AH1686'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AH1686'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1687 ***********************************************************************
 AH1687  DESIGNATION -  SN 120
 AH1687  PID         -  AH1687
 AH1687  STATE/COUNTY-  TX/NUECES
 AH1687  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1687
 AH1687                         *CURRENT SURVEY CONTROL
 AH1687  ___________________________________________________________________
 AH1687* NAD 83(1993)-  27 45 50.28476(N)    097 24 34.73155(W)     ADJUSTED  
 AH1687* NAVD 88     -        10.5    (meters)      34.     (feet)  VERTCON   
 AH1687  ___________________________________________________________________
 AH1687  X           -    -728,372.612 (meters)                     COMP
 AH1687  Y           -  -5,600,774.524 (meters)                     COMP
 AH1687  Z           -   2,953,377.777 (meters)                     COMP
 AH1687  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AH1687  ELLIP HEIGHT-         -16.02  (meters)          (06/17/02) GPS OBS
 AH1687  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH1687
 AH1687  HORZ ORDER  -  FIRST
 AH1687  ELLP ORDER  -  FIFTH     CLASS I
 AH1687
 AH1687.The horizontal coordinates were established by GPS observations
 AH1687.and adjusted by the National Geodetic Survey in February 1996..
 AH1687
 AH1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1687
 AH1687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1687
 AH1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1687
 AH1687.The ellipsoidal height was determined by GPS observations
 AH1687.and is referenced to NAD 83.
 AH1687
 AH1687.The geoid height was determined by GEOID03.
 AH1687
 AH1687;                    North         East     Units Scale Factor Converg.
 AH1687;SPC TX S     - 5,232,834.766   407,478.728   MT  0.99998317   +0 29 42.1
 AH1687;SPC TX S     -17,168,058.73  1,336,869.79   sFT  0.99998317   +0 29 42.1
 AH1687;SPC TXSC     - 3,993,377.656   756,801.608   MT  1.00023530   +0 46 44.9
 AH1687;SPC TXSC     -13,101,606.53  2,482,939.94   sFT  1.00023530   +0 46 44.9
 AH1687;UTM  14      - 3,072,069.696   656,718.318   MT  0.99990316   +0 44 27.5
 AH1687
 AH1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1687!SPC TX S     -   1.00000252  x   0.99998317  =   0.99998569
 AH1687!SPC TXSC     -   1.00000252  x   1.00023530  =   1.00023782
 AH1687!UTM  14      -   1.00000252  x   0.99990316  =   0.99990568
 AH1687
 AH1687:                Primary Azimuth Mark                     Grid Az
 AH1687:SPC TX S     -  SN 121                                   131 34 41.6
 AH1687:SPC TXSC     -  SN 121                                   131 17 38.8
 AH1687:UTM  14      -  SN 121                                   131 19 56.2
 AH1687
 AH1687|---------------------------------------------------------------------|
 AH1687| PID    Reference Object                     Distance      Geod. Az  |
 AH1687|                                                           dddmmss.s |
 AH1687| AH1688 SN 121                              APPROX. 1.6 KM 1320423.7 |
 AH1687|---------------------------------------------------------------------|
 AH1687
 AH1687                          SUPERSEDED SURVEY CONTROL
 AH1687
 AH1687  ELLIP H (02/16/96)  -15.89   (m)                       GP(       ) 5 1
 AH1687  NAD 83(1986)-  27 45 50.29146(N)    097 24 34.71046(W) AD(       ) 1
 AH1687  NGVD 29 (04/09/92)   10.7    (m)           35.     (f) GPS OBS        
 AH1687
 AH1687.Superseded values are not recommended for survey control.
 AH1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1687.See file dsdata.txt to determine how the superseded data were derived.
 AH1687
 AH1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5671872070(NAD 83)
 AH1687_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1687_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1687+WITH SETTING: INFORMATION.
 AH1687_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1687_STAMPING: SN120
 AH1687_MARK LOGO: TX1550
 AH1687_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1687+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1687
 AH1687  HISTORY     - Date     Condition        Report By
 AH1687  HISTORY     - 1991     MONUMENTED       TX1550
 AH1687
 AH1687                          STATION DESCRIPTION
 AH1687
 AH1687'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1687'IN CORPUS CHRISTI, ON THE S.E. INTER. OF AYERS ST. AND TOMPKINS ST.,
 AH1687'APPROX. 35 FT (10.7 M) E. OF AYERS AND 1 FT (0.3 M) S. OF AN 8 FT
 AH1687'(2.4 M) S/W.
 AH1687'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN120. ACCESS
 AH1687'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1688 ***********************************************************************
 AH1688  DESIGNATION -  SN 121
 AH1688  PID         -  AH1688
 AH1688  STATE/COUNTY-  TX/NUECES
 AH1688  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1688
 AH1688                         *CURRENT SURVEY CONTROL
 AH1688  ___________________________________________________________________
 AH1688* NAD 83(1993)-  27 45 14.61665(N)    097 23 50.32008(W)     ADJUSTED  
 AH1688* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 AH1688  ___________________________________________________________________
 AH1688  X           -    -727,232.424 (meters)                     COMP
 AH1688  Y           -  -5,601,437.641 (meters)                     COMP
 AH1688  Z           -   2,952,405.829 (meters)                     COMP
 AH1688  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AH1688  ELLIP HEIGHT-         -16.81  (meters)          (06/17/02) GPS OBS
 AH1688  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1688
 AH1688  HORZ ORDER  -  FIRST
 AH1688  ELLP ORDER  -  FIFTH     CLASS I
 AH1688
 AH1688.The horizontal coordinates were established by GPS observations
 AH1688.and adjusted by the National Geodetic Survey in February 1996..
 AH1688
 AH1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1688
 AH1688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1688
 AH1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1688
 AH1688.The ellipsoidal height was determined by GPS observations
 AH1688.and is referenced to NAD 83.
 AH1688
 AH1688.The geoid height was determined by GEOID03.
 AH1688
 AH1688;                    North         East     Units Scale Factor Converg.
 AH1688;SPC TX S     - 5,231,747.454   408,704.332   MT  0.99998089   +0 30 02.3
 AH1688;SPC TX S     -17,164,491.44  1,340,890.80   sFT  0.99998089   +0 30 02.3
 AH1688;SPC TXSC     - 3,992,296.163   758,032.907   MT  1.00024000   +0 47 06.6
 AH1688;SPC TXSC     -13,098,058.33  2,486,979.63   sFT  1.00024000   +0 47 06.6
 AH1688;UTM  14      - 3,070,987.737   657,948.483   MT  0.99990794   +0 44 47.4
 AH1688
 AH1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1688!SPC TX S     -   1.00000264  x   0.99998089  =   0.99998353
 AH1688!SPC TXSC     -   1.00000264  x   1.00024000  =   1.00024264
 AH1688!UTM  14      -   1.00000264  x   0.99990794  =   0.99991058
 AH1688
 AH1688:                Primary Azimuth Mark                     Grid Az
 AH1688:SPC TX S     -  SN 120                                   311 34 42.1
 AH1688:SPC TXSC     -  SN 120                                   311 17 37.8
 AH1688:UTM  14      -  SN 120                                   311 19 57.0
 AH1688
 AH1688|---------------------------------------------------------------------|
 AH1688| PID    Reference Object                     Distance      Geod. Az  |
 AH1688|                                                           dddmmss.s |
 AH1688| AH1687 SN 120                              APPROX. 1.6 KM 3120444.4 |
 AH1688|---------------------------------------------------------------------|
 AH1688
 AH1688                          SUPERSEDED SURVEY CONTROL
 AH1688
 AH1688  ELLIP H (02/16/96)  -16.68   (m)                       GP(       ) 5 1
 AH1688  NAD 83(1986)-  27 45 14.62334(N)    097 23 50.29900(W) AD(       ) 1
 AH1688  NGVD 29 (04/09/92)    9.9    (m)           32.     (f) GPS OBS        
 AH1688
 AH1688.Superseded values are not recommended for survey control.
 AH1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1688.See file dsdata.txt to determine how the superseded data were derived.
 AH1688
 AH1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5794870988(NAD 83)
 AH1688_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1688_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1688+WITH SETTING: INFORMATION.
 AH1688_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1688_STAMPING: SN121
 AH1688_MARK LOGO: TX1550
 AH1688_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1688+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1688
 AH1688  HISTORY     - Date     Condition        Report By
 AH1688  HISTORY     - 1991     MONUMENTED       TX1550
 AH1688
 AH1688                          STATION DESCRIPTION
 AH1688
 AH1688'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1688'IN CORPUS CHRISTI, AT LINDALE PARK, AT THE INTER. OF SOUTH STAPLES AND
 AH1688'KOSTORYZ APPROX. 50 FT (15.2 M) N. OF THE 4 FT (1.2 M) S/W ALONG
 AH1688'SOUTH STAPLES. MONUMENT IN LINE WITH EXTENDED CENTER OF KOSTORYZ.
 AH1688'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN121. ACCESS
 AH1688'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1689 ***********************************************************************
 AH1689  DESIGNATION -  SN 140
 AH1689  PID         -  AH1689
 AH1689  STATE/COUNTY-  TX/NUECES
 AH1689  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1689
 AH1689                         *CURRENT SURVEY CONTROL
 AH1689  ___________________________________________________________________
 AH1689* NAD 83(1993)-  27 47 00.38448(N)    097 26 20.42571(W)     ADJUSTED  
 AH1689* NAVD 88     -        13.0    (meters)      43.     (feet)  VERTCON   
 AH1689  ___________________________________________________________________
 AH1689  X           -    -731,112.558 (meters)                     COMP
 AH1689  Y           -  -5,599,405.642 (meters)                     COMP
 AH1689  Z           -   2,955,288.130 (meters)                     COMP
 AH1689  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1689  ELLIP HEIGHT-         -13.60  (meters)          (06/17/02) GPS OBS
 AH1689  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH1689
 AH1689  HORZ ORDER  -  FIRST
 AH1689  ELLP ORDER  -  FIFTH     CLASS I
 AH1689
 AH1689.The horizontal coordinates were established by GPS observations
 AH1689.and adjusted by the National Geodetic Survey in February 1996..
 AH1689
 AH1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1689
 AH1689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1689
 AH1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1689
 AH1689.The ellipsoidal height was determined by GPS observations
 AH1689.and is referenced to NAD 83.
 AH1689
 AH1689.The geoid height was determined by GEOID03.
 AH1689
 AH1689;                    North         East     Units Scale Factor Converg.
 AH1689;SPC TX S     - 5,234,967.812   404,566.619   MT  0.99998775   +0 28 54.1
 AH1689;SPC TX S     -17,175,056.90  1,327,315.65   sFT  0.99998775   +0 28 54.1
 AH1689;SPC TXSC     - 3,995,496.783   753,878.261   MT  1.00022615   +0 45 53.1
 AH1689;SPC TXSC     -13,108,559.03  2,473,348.93   sFT  1.00022615   +0 45 53.1
 AH1689;UTM  14      - 3,074,190.033   653,797.334   MT  0.99989196   +0 43 40.0
 AH1689
 AH1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1689!SPC TX S     -   1.00000214  x   0.99998775  =   0.99998989
 AH1689!SPC TXSC     -   1.00000214  x   1.00022615  =   1.00022829
 AH1689!UTM  14      -   1.00000214  x   0.99989196  =   0.99989410
 AH1689
 AH1689                          SUPERSEDED SURVEY CONTROL
 AH1689
 AH1689  ELLIP H (02/16/96)  -13.47   (m)                       GP(       ) 5 1
 AH1689  NAD 83(1986)-  27 47 00.39125(N)    097 26 20.40468(W) AD(       ) 1
 AH1689  NGVD 29 (04/09/92)   13.2    (m)           43.     (f) GPS OBS        
 AH1689
 AH1689.Superseded values are not recommended for survey control.
 AH1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1689.See file dsdata.txt to determine how the superseded data were derived.
 AH1689
 AH1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5379774190(NAD 83)
 AH1689_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1689_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1689+WITH SETTING: INFORMATION.
 AH1689_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1689_STAMPING: SN140
 AH1689_MARK LOGO: TX1550
 AH1689_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1689+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1689
 AH1689  HISTORY     - Date     Condition        Report By
 AH1689  HISTORY     - 1991     MONUMENTED       TX1550
 AH1689
 AH1689                          STATION DESCRIPTION
 AH1689
 AH1689'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1689'IN CORPUS CHRISTI, AT NE INTER. OF BALDWIN AVE. AND BEACON ST. APPROX.
 AH1689'8 FT (2.4 M) OFF THE B/C AND 1 FT (0.3 M) OFF OF P/L IN FRONT OF
 AH1689'CONC. SLAB LOADING DOCK.
 AH1689'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN140. ACCESS
 AH1689'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1690 ***********************************************************************
 AH1690  DESIGNATION -  SN 150
 AH1690  PID         -  AH1690
 AH1690  STATE/COUNTY-  TX/NUECES
 AH1690  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1690
 AH1690                         *CURRENT SURVEY CONTROL
 AH1690  ___________________________________________________________________
 AH1690* NAD 83(1993)-  27 47 09.69469(N)    097 28 06.90665(W)     ADJUSTED  
 AH1690* NAVD 88     -        14.5    (meters)      48.     (feet)  VERTCON   
 AH1690  ___________________________________________________________________
 AH1690  X           -    -733,985.875 (meters)                     COMP
 AH1690  Y           -  -5,598,896.344 (meters)                     COMP
 AH1690  Z           -   2,955,542.385 (meters)                     COMP
 AH1690  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH1690  ELLIP HEIGHT-         -12.08  (meters)          (06/17/02) GPS OBS
 AH1690  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH1690
 AH1690  HORZ ORDER  -  FIRST
 AH1690  ELLP ORDER  -  FIFTH     CLASS I
 AH1690
 AH1690.The horizontal coordinates were established by GPS observations
 AH1690.and adjusted by the National Geodetic Survey in February 1996..
 AH1690
 AH1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1690
 AH1690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1690
 AH1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1690
 AH1690.The ellipsoidal height was determined by GPS observations
 AH1690.and is referenced to NAD 83.
 AH1690
 AH1690.The geoid height was determined by GEOID03.
 AH1690
 AH1690;                    North         East     Units Scale Factor Converg.
 AH1690;SPC TX S     - 5,235,230.222   401,649.266   MT  0.99998837   +0 28 05.8
 AH1690;SPC TX S     -17,175,917.82  1,317,744.30   sFT  0.99998837   +0 28 05.8
 AH1690;SPC TXSC     - 3,995,744.864   750,958.956   MT  1.00022495   +0 45 00.9
 AH1690;SPC TXSC     -13,109,372.94  2,463,771.17   sFT  1.00022495   +0 45 00.9
 AH1690;UTM  14      - 3,074,439.893   650,879.178   MT  0.99988099   +0 42 50.5
 AH1690
 AH1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1690!SPC TX S     -   1.00000190  x   0.99998837  =   0.99999027
 AH1690!SPC TXSC     -   1.00000190  x   1.00022495  =   1.00022685
 AH1690!UTM  14      -   1.00000190  x   0.99988099  =   0.99988289
 AH1690
 AH1690                          SUPERSEDED SURVEY CONTROL
 AH1690
 AH1690  ELLIP H (02/16/96)  -11.95   (m)                       GP(       ) 5 1
 AH1690  NAD 83(1986)-  27 47 09.70148(N)    097 28 06.88564(W) AD(       ) 1
 AH1690  NGVD 29 (04/09/92)   14.7    (m)           48.     (f) GPS OBS        
 AH1690
 AH1690.Superseded values are not recommended for survey control.
 AH1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1690.See file dsdata.txt to determine how the superseded data were derived.
 AH1690
 AH1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5087974440(NAD 83)
 AH1690_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1690_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1690+WITH SETTING: INFORMATION.
 AH1690_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1690_STAMPING: SN150
 AH1690_MARK LOGO: TX1550
 AH1690_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1690+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1690
 AH1690  HISTORY     - Date     Condition        Report By
 AH1690  HISTORY     - 1991     MONUMENTED       TX1550
 AH1690
 AH1690                          STATION DESCRIPTION
 AH1690
 AH1690'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1690'IN CORPUS CHRISTI, ON THE N.E. CORNER OF THE INTER. OF STATE HWY. 358
 AH1690'AND THE TEX.-MEX. R.R. TRACKS. APPROX. 42.5 FT (13.0 M) N. OF THE
 AH1690'R.R. TRACKS AND 2.2 FT (0.7 M) W. OF THE NORTHBOUND ACCESS LANE OF
 AH1690'STATE HWY 358.
 AH1690'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN150. ACCESS
 AH1690'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1691 ***********************************************************************
 AH1691  DESIGNATION -  SN 160
 AH1691  PID         -  AH1691
 AH1691  STATE/COUNTY-  TX/NUECES
 AH1691  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1691
 AH1691                         *CURRENT SURVEY CONTROL
 AH1691  ___________________________________________________________________
 AH1691* NAD 83(1993)-  27 48 17.54062(N)    097 28 15.00043(W)     ADJUSTED  
 AH1691* NAVD 88     -        13.3    (meters)      44.     (feet)  VERTCON   
 AH1691  ___________________________________________________________________
 AH1691  X           -    -734,078.808 (meters)                     COMP
 AH1691  Y           -  -5,597,900.858 (meters)                     COMP
 AH1691  Z           -   2,957,389.294 (meters)                     COMP
 AH1691  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AH1691  ELLIP HEIGHT-         -13.30  (meters)          (06/17/02) GPS OBS
 AH1691  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH1691
 AH1691  HORZ ORDER  -  FIRST
 AH1691  ELLP ORDER  -  FIFTH     CLASS I
 AH1691
 AH1691.The horizontal coordinates were established by GPS observations
 AH1691.and adjusted by the National Geodetic Survey in February 1996..
 AH1691
 AH1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1691
 AH1691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1691
 AH1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1691
 AH1691.The ellipsoidal height was determined by GPS observations
 AH1691.and is referenced to NAD 83.
 AH1691
 AH1691.The geoid height was determined by GEOID03.
 AH1691
 AH1691;                    North         East     Units Scale Factor Converg.
 AH1691;SPC TX S     - 5,237,316.776   401,410.665   MT  0.99999292   +0 28 02.1
 AH1691;SPC TX S     -17,182,763.46  1,316,961.49   sFT  0.99999292   +0 28 02.1
 AH1691;SPC TXSC     - 3,997,830.697   750,710.033   MT  1.00021622   +0 44 57.0
 AH1691;SPC TXSC     -13,116,216.21  2,462,954.50   sFT  1.00021622   +0 44 57.0
 AH1691;UTM  14      - 3,076,525.173   650,631.649   MT  0.99988007   +0 42 48.4
 AH1691
 AH1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1691!SPC TX S     -   1.00000209  x   0.99999292  =   0.99999501
 AH1691!SPC TXSC     -   1.00000209  x   1.00021622  =   1.00021831
 AH1691!UTM  14      -   1.00000209  x   0.99988007  =   0.99988216
 AH1691
 AH1691                          SUPERSEDED SURVEY CONTROL
 AH1691
 AH1691  ELLIP H (02/16/96)  -13.17   (m)                       GP(       ) 5 1
 AH1691  NAD 83(1986)-  27 48 17.54745(N)    097 28 14.97940(W) AD(       ) 1
 AH1691  NGVD 29 (04/09/92)   13.5    (m)           44.     (f) GPS OBS        
 AH1691
 AH1691.Superseded values are not recommended for survey control.
 AH1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1691.See file dsdata.txt to determine how the superseded data were derived.
 AH1691
 AH1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5063276525(NAD 83)
 AH1691_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1691_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1691+WITH SETTING: PAVEMENT
 AH1691_SP_SET: ON TOP OF STM. SEW. CURB INLET
 AH1691_STAMPING: SN160
 AH1691_MARK LOGO: TX1550
 AH1691_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1691+STABILITY: SURFACE MOTION
 AH1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1691+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 AH1691
 AH1691  HISTORY     - Date     Condition        Report By
 AH1691  HISTORY     - 1991     MONUMENTED       TX1550
 AH1691  HISTORY     - 20060811 GOOD             USPSQD
 AH1691
 AH1691                          STATION DESCRIPTION
 AH1691
 AH1691'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1691'IN CORPUS CHRISTI, ON THE N.W. CORNER OF THE I.H. 37 AND LANTANA
 AH1691'INTER. APPROX. 22 FT (6.7 M) E. OF JAVALINA PIPELINE MARKER ON THE W.
 AH1691'SIDE OF LANTANA.
 AH1691'MONUMENT IS A BRASS DISK ON TOP OF CONC. STM. SEW. CURB INLET STAMPED
 AH1691'SN160.
 AH1691
 AH1691                          STATION RECOVERY (2006)
 AH1691
 AH1691'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AH1691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1692 ***********************************************************************
 AH1692  DESIGNATION -  SN 170
 AH1692  PID         -  AH1692
 AH1692  STATE/COUNTY-  TX/NUECES
 AH1692  USGS QUAD   -  ANNAVILLE (1975)
 AH1692
 AH1692                         *CURRENT SURVEY CONTROL
 AH1692  ___________________________________________________________________
 AH1692* NAD 83(1993)-  27 48 29.11307(N)    097 30 09.61967(W)     ADJUSTED  
 AH1692* NAVD 88     -        12.3    (meters)      40.     (feet)  VERTCON   
 AH1692  ___________________________________________________________________
 AH1692  X           -    -737,167.567 (meters)                     COMP
 AH1692  Y           -  -5,597,326.366 (meters)                     COMP
 AH1692  Z           -   2,957,703.878 (meters)                     COMP
 AH1692  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AH1692  ELLIP HEIGHT-         -14.39  (meters)          (06/17/02) GPS OBS
 AH1692  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1692
 AH1692  HORZ ORDER  -  FIRST
 AH1692  ELLP ORDER  -  FIFTH     CLASS I
 AH1692
 AH1692.The horizontal coordinates were established by GPS observations
 AH1692.and adjusted by the National Geodetic Survey in February 1996..
 AH1692
 AH1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1692
 AH1692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1692
 AH1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1692
 AH1692.The ellipsoidal height was determined by GPS observations
 AH1692.and is referenced to NAD 83.
 AH1692
 AH1692.The geoid height was determined by GEOID03.
 AH1692
 AH1692;                    North         East     Units Scale Factor Converg.
 AH1692;SPC TX S     - 5,237,647.800   398,270.639   MT  0.99999371   +0 27 10.1
 AH1692;SPC TX S     -17,183,849.49  1,306,659.59   sFT  0.99999371   +0 27 10.1
 AH1692;UTM  14      - 3,076,842.674   647,490.604   MT  0.99986851   +0 41 55.1
 AH1692
 AH1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1692!SPC TX S     -   1.00000226  x   0.99999371  =   0.99999597
 AH1692!UTM  14      -   1.00000226  x   0.99986851  =   0.99987077
 AH1692
 AH1692                          SUPERSEDED SURVEY CONTROL
 AH1692
 AH1692  ELLIP H (02/16/96)  -14.25   (m)                       GP(       ) 5 1
 AH1692  NAD 83(1986)-  27 48 29.12005(N)    097 30 09.59883(W) AD(       ) 1
 AH1692  NGVD 29 (04/09/92)   12.5    (m)           41.     (f) GPS OBS        
 AH1692
 AH1692.Superseded values are not recommended for survey control.
 AH1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1692.See file dsdata.txt to determine how the superseded data were derived.
 AH1692
 AH1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4749176843(NAD 83)
 AH1692_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1692_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH1692_SP_SET: CONC. HEADWALL FOR DITCH
 AH1692_STAMPING: SN170
 AH1692_MARK LOGO: TX1550
 AH1692_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1692+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1692
 AH1692  HISTORY     - Date     Condition        Report By
 AH1692  HISTORY     - 1991     MONUMENTED       TX1550
 AH1692
 AH1692                          STATION DESCRIPTION
 AH1692
 AH1692'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1692'IN CORPUS CHRISTI, AT THE N.W. INTER. OF LEOPARD ST. AND SOUTH MINERAL
 AH1692'RD., APPROX. 1 FT (0.3 M) E OF THE W. END OF A CONC. HDWL. AND 4 FT
 AH1692'(1.2 M) FROM B/C OF PKG. LOT.
 AH1692'MONUMENT IS A BRASS DISK ON TOP OF CONC. HEADWALL STAMPED SN170.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1693 ***********************************************************************
 AH1693  DESIGNATION -  SN 210
 AH1693  PID         -  AH1693
 AH1693  STATE/COUNTY-  TX/NUECES
 AH1693  USGS QUAD   -  ANNAVILLE (1975)
 AH1693
 AH1693                         *CURRENT SURVEY CONTROL
 AH1693  ___________________________________________________________________
 AH1693* NAD 83(1993)-  27 50 55.11933(N)    097 34 18.27870(W)     ADJUSTED  
 AH1693* NAVD 88     -        20.9    (meters)      69.     (feet)  VERTCON   
 AH1693  ___________________________________________________________________
 AH1693  X           -    -743,639.325 (meters)                     COMP
 AH1693  Y           -  -5,594,361.295 (meters)                     COMP
 AH1693  Z           -   2,961,682.502 (meters)                     COMP
 AH1693  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AH1693  ELLIP HEIGHT-          -5.85  (meters)          (06/17/02) GPS OBS
 AH1693  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH1693
 AH1693  HORZ ORDER  -  FIRST
 AH1693  ELLP ORDER  -  FIFTH     CLASS I
 AH1693
 AH1693.The horizontal coordinates were established by GPS observations
 AH1693.and adjusted by the National Geodetic Survey in February 1996..
 AH1693
 AH1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1693
 AH1693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1693
 AH1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1693
 AH1693.The ellipsoidal height was determined by GPS observations
 AH1693.and is referenced to NAD 83.
 AH1693
 AH1693.The geoid height was determined by GEOID03.
 AH1693
 AH1693;                    North         East     Units Scale Factor Converg.
 AH1693;SPC TX S     - 5,242,090.175   391,431.777   MT  1.00000391   +0 25 17.2
 AH1693;SPC TX S     -17,198,424.18  1,284,222.42   sFT  1.00000391   +0 25 17.2
 AH1693;UTM  14      - 3,081,255.032   640,633.719   MT  0.99984412   +0 40 02.3
 AH1693
 AH1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1693!SPC TX S     -   1.00000092  x   1.00000391  =   1.00000483
 AH1693!UTM  14      -   1.00000092  x   0.99984412  =   0.99984504
 AH1693
 AH1693                          SUPERSEDED SURVEY CONTROL
 AH1693
 AH1693  ELLIP H (02/16/96)   -5.74   (m)                       GP(       ) 5 1
 AH1693  NAD 83(1986)-  27 50 55.12665(N)    097 34 18.25770(W) AD(       ) 1
 AH1693  NGVD 29 (04/09/92)   21.1    (m)           69.     (f) GPS OBS        
 AH1693
 AH1693.Superseded values are not recommended for survey control.
 AH1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1693.See file dsdata.txt to determine how the superseded data were derived.
 AH1693
 AH1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4063481255(NAD 83)
 AH1693_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1693_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1693+WITH SETTING: INFORMATION.
 AH1693_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1693_STAMPING: SN210
 AH1693_MARK LOGO: TX1550
 AH1693_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1693+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1693
 AH1693  HISTORY     - Date     Condition        Report By
 AH1693  HISTORY     - 1991     MONUMENTED       TX1550
 AH1693
 AH1693                          STATION DESCRIPTION
 AH1693
 AH1693'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1693'IN CORPUS CHRISTI, APPROX. 0.1 MI (0.2 KM) . N. OF THE INTER OF I.H.
 AH1693'37 AND MC KINZIE RD. AND 30 FT (9.1 M) E. OF THE CL. OF MC KENZIE RD.
 AH1693'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN210. ACCESS
 AH1693'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1694 ***********************************************************************
 AH1694  DESIGNATION -  SN 211
 AH1694  PID         -  AH1694
 AH1694  STATE/COUNTY-  TX/NUECES
 AH1694  USGS QUAD   -  ANNAVILLE (1975)
 AH1694
 AH1694                         *CURRENT SURVEY CONTROL
 AH1694  ___________________________________________________________________
 AH1694* NAD 83(1993)-  27 50 55.30138(N)    097 35 25.20871(W)     ADJUSTED  
 AH1694* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 AH1694  ___________________________________________________________________
 AH1694  X           -    -745,454.168 (meters)                     COMP
 AH1694  Y           -  -5,594,116.632 (meters)                     COMP
 AH1694  Z           -   2,961,687.205 (meters)                     COMP
 AH1694  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH1694  ELLIP HEIGHT-          -6.39  (meters)          (06/17/02) GPS OBS
 AH1694  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH1694
 AH1694  HORZ ORDER  -  FIRST
 AH1694  ELLP ORDER  -  FIFTH     CLASS I
 AH1694
 AH1694.The horizontal coordinates were established by GPS observations
 AH1694.and adjusted by the National Geodetic Survey in February 1996..
 AH1694
 AH1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1694
 AH1694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1694
 AH1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1694
 AH1694.The ellipsoidal height was determined by GPS observations
 AH1694.and is referenced to NAD 83.
 AH1694
 AH1694.The geoid height was determined by GEOID03.
 AH1694
 AH1694;                    North         East     Units Scale Factor Converg.
 AH1694;SPC TX S     - 5,242,082.444   389,600.518   MT  1.00000392   +0 24 46.8
 AH1694;SPC TX S     -17,198,398.82  1,278,214.37   sFT  1.00000392   +0 24 46.8
 AH1694;UTM  14      - 3,081,239.450   638,802.809   MT  0.99983780   +0 39 31.0
 AH1694
 AH1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1694!SPC TX S     -   1.00000100  x   1.00000392  =   1.00000492
 AH1694!UTM  14      -   1.00000100  x   0.99983780  =   0.99983880
 AH1694
 AH1694                          SUPERSEDED SURVEY CONTROL
 AH1694
 AH1694  ELLIP H (02/16/96)   -6.28   (m)                       GP(       ) 5 1
 AH1694  NAD 83(1986)-  27 50 55.30876(N)    097 35 25.18765(W) AD(       ) 1
 AH1694  NGVD 29 (04/09/92)   20.5    (m)           67.     (f) GPS OBS        
 AH1694
 AH1694.Superseded values are not recommended for survey control.
 AH1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1694.See file dsdata.txt to determine how the superseded data were derived.
 AH1694
 AH1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3880381239(NAD 83)
 AH1694_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1694_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1694+WITH SETTING: INFORMATION.
 AH1694_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1694_STAMPING: SN211
 AH1694_MARK LOGO: TX1550
 AH1694_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1694+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1694
 AH1694  HISTORY     - Date     Condition        Report By
 AH1694  HISTORY     - 1991     MONUMENTED       TX1550
 AH1694
 AH1694                          STATION DESCRIPTION
 AH1694
 AH1694'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1694'IN CORPUS CHRISTI, APPROX. 0.2 MI (0.3 KM) . N.W. OF THE INTER. OF
 AH1694'LEOPARD AVE. AND VIOLET RD., ON THE N. SIDE OF LEOPARD AVE. TO A
 AH1694'HISTORICAL MARKER AND 21 FT (6.4 M) S.E. OF THE HISTORICAL MARKER.
 AH1694'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN211. ACCESS
 AH1694'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1695 ***********************************************************************
 AH1695  DESIGNATION -  SN 220
 AH1695  PID         -  AH1695
 AH1695  STATE/COUNTY-  TX/NUECES
 AH1695  USGS QUAD   -  ANNAVILLE (1975)
 AH1695
 AH1695                         *CURRENT SURVEY CONTROL
 AH1695  ___________________________________________________________________
 AH1695* NAD 83(1993)-  27 51 42.86054(N)    097 36 33.07003(W)     ADJUSTED  
 AH1695* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 AH1695  ___________________________________________________________________
 AH1695  X           -    -747,202.071 (meters)                     COMP
 AH1695  Y           -  -5,593,178.472 (meters)                     COMP
 AH1695  Z           -   2,962,973.782 (meters)                     COMP
 AH1695  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH1695  ELLIP HEIGHT-         -23.04  (meters)          (06/17/02) GPS OBS
 AH1695  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH1695
 AH1695  HORZ ORDER  -  FIRST
 AH1695  ELLP ORDER  -  FIFTH     CLASS I
 AH1695
 AH1695.The horizontal coordinates were established by GPS observations
 AH1695.and adjusted by the National Geodetic Survey in February 1996..
 AH1695
 AH1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1695
 AH1695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1695
 AH1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1695
 AH1695.The ellipsoidal height was determined by GPS observations
 AH1695.and is referenced to NAD 83.
 AH1695
 AH1695.The geoid height was determined by GEOID03.
 AH1695
 AH1695;                    North         East     Units Scale Factor Converg.
 AH1695;SPC TX S     - 5,243,533.162   387,733.483   MT  1.00000736   +0 24 16.0
 AH1695;SPC TX S     -17,203,158.38  1,272,088.94   sFT  1.00000736   +0 24 16.0
 AH1695;UTM  14      - 3,082,681.904   636,929.892   MT  0.99983143   +0 39 00.3
 AH1695
 AH1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1695!SPC TX S     -   1.00000362  x   1.00000736  =   1.00001098
 AH1695!UTM  14      -   1.00000362  x   0.99983143  =   0.99983505
 AH1695
 AH1695                          SUPERSEDED SURVEY CONTROL
 AH1695
 AH1695  ELLIP H (02/16/96)  -22.92   (m)                       GP(       ) 5 1
 AH1695  NAD 83(1986)-  27 51 42.86783(N)    097 36 33.04875(W) AD(       ) 1
 AH1695  NGVD 29 (04/09/92)    3.9    (m)           13.     (f) GPS OBS        
 AH1695
 AH1695.Superseded values are not recommended for survey control.
 AH1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1695.See file dsdata.txt to determine how the superseded data were derived.
 AH1695
 AH1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3693082682(NAD 83)
 AH1695_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1695_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1695+WITH SETTING: INFORMATION.
 AH1695_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1695_STAMPING: SN220
 AH1695_MARK LOGO: TX1550
 AH1695_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1695+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1695
 AH1695  HISTORY     - Date     Condition        Report By
 AH1695  HISTORY     - 1991     MONUMENTED       TX1550
 AH1695
 AH1695                          STATION DESCRIPTION
 AH1695
 AH1695'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1695'IN CORPUS CHRISTI, APPROX. 52 FT (15.8 M) S. FROM THE INTER. OF THE E.
 AH1695'SIDE OF SUE DR. AND THE N. SIDE OF UP RIVER RD., AND 18.2 FT (5.5 M)
 AH1695'N. OF THE B/C.
 AH1695'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN220. ACCESS
 AH1695'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1696 ***********************************************************************
 AH1696  DESIGNATION -  SN 240
 AH1696  PID         -  AH1696
 AH1696  STATE/COUNTY-  TX/NUECES
 AH1696  USGS QUAD   -  EDROY (1975)
 AH1696
 AH1696                         *CURRENT SURVEY CONTROL
 AH1696  ___________________________________________________________________
 AH1696* NAD 83(1993)-  27 53 26.37200(N)    097 37 44.16400(W)     ADJUSTED  
 AH1696* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 AH1696  ___________________________________________________________________
 AH1696  X           -    -748,932.056 (meters)                     COMP
 AH1696  Y           -  -5,591,443.923 (meters)                     COMP
 AH1696  Z           -   2,965,790.356 (meters)                     COMP
 AH1696  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AH1696  ELLIP HEIGHT-         -23.09  (meters)          (06/17/02) GPS OBS
 AH1696  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AH1696
 AH1696  HORZ ORDER  -  FIRST
 AH1696  ELLP ORDER  -  FIFTH     CLASS I
 AH1696
 AH1696.The horizontal coordinates were established by GPS observations
 AH1696.and adjusted by the National Geodetic Survey in February 1996..
 AH1696
 AH1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1696
 AH1696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1696
 AH1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1696
 AH1696.The ellipsoidal height was determined by GPS observations
 AH1696.and is referenced to NAD 83.
 AH1696
 AH1696.The geoid height was determined by GEOID03.
 AH1696
 AH1696;                    North         East     Units Scale Factor Converg.
 AH1696;SPC TX S     - 5,246,705.900   385,766.570   MT  1.00001501   +0 23 43.7
 AH1696;SPC TX S     -17,213,567.61  1,265,635.82   sFT  1.00001501   +0 23 43.7
 AH1696;UTM  14      - 3,085,845.594   634,949.747   MT  0.99982478   +0 38 29.3
 AH1696
 AH1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1696!SPC TX S     -   1.00000363  x   1.00001501  =   1.00001864
 AH1696!UTM  14      -   1.00000363  x   0.99982478  =   0.99982841
 AH1696
 AH1696                          SUPERSEDED SURVEY CONTROL
 AH1696
 AH1696  ELLIP H (02/16/96)  -22.97   (m)                       GP(       ) 5 1
 AH1696  NAD 83(1986)-  27 53 26.37928(N)    097 37 44.14265(W) AD(       ) 1
 AH1696  NGVD 29 (04/09/92)    3.9    (m)           13.     (f) GPS OBS        
 AH1696
 AH1696.Superseded values are not recommended for survey control.
 AH1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1696.See file dsdata.txt to determine how the superseded data were derived.
 AH1696
 AH1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3495085846(NAD 83)
 AH1696_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1696_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1696+WITH SETTING: INFORMATION.
 AH1696_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1696_STAMPING: SN240
 AH1696_MARK LOGO: TX1550
 AH1696_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1696+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1696
 AH1696  HISTORY     - Date     Condition        Report By
 AH1696  HISTORY     - 1991     MONUMENTED       TX1550
 AH1696
 AH1696                          STATION DESCRIPTION
 AH1696
 AH1696'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1696'IN CORPUS CHRISTI, IN NUECES RIVER PARK, APPROX. 600 FT (182.9 M) N.W.
 AH1696'OF THE TOURIST INFO. CENTER. TO A WATER PUMP STA., AND 5 FT (1.5 M)
 AH1696'OFFSET FROM THE N. SIDE AND THE E. SIDE OF THE WATER PUMP STA.
 AH1696'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SN240. ACCESS
 AH1696'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1345 ***********************************************************************
 AJ1345  DESIGNATION -  SNAKE
 AJ1345  PID         -  AJ1345
 AJ1345  STATE/COUNTY-  TX/DUVAL
 AJ1345  USGS QUAD   -  MILLS BENNETT (1968)
 AJ1345
 AJ1345                         *CURRENT SURVEY CONTROL
 AJ1345  ___________________________________________________________________
 AJ1345* NAD 83(1993)-  27 40 23.29618(N)    098 45 07.23513(W)     ADJUSTED  
 AJ1345* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 AJ1345  ___________________________________________________________________
 AJ1345  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AJ1345  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AJ1345
 AJ1345  HORZ ORDER  -  FIRST
 AJ1345
 AJ1345.The horizontal coordinates were established by classical geodetic methods
 AJ1345.and adjusted by the National Geodetic Survey in February 1996..
 AJ1345
 AJ1345.The orthometric height was scaled from a topographic map.
 AJ1345
 AJ1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1345
 AJ1345.The geoid height was determined by GEOID03.
 AJ1345
 AJ1345;                    North         East     Units Scale Factor Converg.
 AJ1345;SPC TX S     - 5,222,330.219   275,138.383   MT  0.99996336   -0 06 51.9
 AJ1345;SPC TX S     -17,133,595.06    902,683.18   sFT  0.99996336   -0 06 51.9
 AJ1345;UTM  14      - 3,061,019.613   524,456.248   MT  0.99960738   +0 06 54.6
 AJ1345
 AJ1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1345!SPC TX S     -   0.99996296  x   0.99996336  =   0.99992632
 AJ1345!UTM  14      -   0.99996296  x   0.99960738  =   0.99957036
 AJ1345
 AJ1345|---------------------------------------------------------------------|
 AJ1345| PID    Reference Object                     Distance      Geod. Az  |
 AJ1345|                                                           dddmmss.s |
 AJ1345| CV3457 SNAKE RM 1                           22.589 METERS 15647     |
 AJ1345| CV3456 SNAKE AZ MK                                        2514502.9 |
 AJ1345| CV3458 SNAKE RM 2                           26.694 METERS 26239     |
 AJ1345|---------------------------------------------------------------------|
 AJ1345
 AJ1345                          SUPERSEDED SURVEY CONTROL
 AJ1345
 AJ1345  NAD 83(1986)-  27 40 23.30114(N)    098 45 07.20996(W) AD(       ) 1
 AJ1345  NAD 27      -  27 40 22.20400(N)    098 45 06.14300(W) AD(       ) 1
 AJ1345
 AJ1345.Superseded values are not recommended for survey control.
 AJ1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1345.See file dsdata.txt to determine how the superseded data were derived.
 AJ1345
 AJ1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2445661020(NAD 83)
 AJ1345_MARKER: DS = TRIANGULATION STATION DISK
 AJ1345_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1345
 AJ1345  HISTORY     - Date     Condition        Report By
 AJ1345  HISTORY     - 1935     MONUMENTED       CGS
 AJ1345
 AJ1345                          STATION DESCRIPTION
 AJ1345
 AJ1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1345'STATION IS LOCATED ON TOP OF PROMINENT ROCKY PEAK ABOUT
 AJ1345'20.5 MILES N OF W OF BENAVIDES, 16.5 MILES SSW OF FREER,
 AJ1345'2.25 MILES E OF WEBB-DUVAL COUNTY LINE.
 AJ1345'
 AJ1345'STATION MARK IS A STANDARD DISK WEDGED IN DRILL HOLE IN
 AJ1345'OUTCROPPING BEDROCK.
 AJ1345'
 AJ1345'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED IN
 AJ1345'DRILL HOLES IN BOULDERS.
 AJ1345'
 AJ1345'REFERENCE MARK NO. 1 IS S OF STATION.
 AJ1345'
 AJ1345'REFERENCE MARK NO. 2 IS W OF STATION.
 AJ1345'
 AJ1345'AZIMUTH MARK IS ABOUT 0.5 MILE W OF STATION ON SMALL ROCKY
 AJ1345'KNOLL.
 AJ1345'
 AJ1345'TO REACH THE AZIMUTH FROM STATION GO DOWN W SIDE OF HILL AND
 AJ1345'UP E SIDE OF SMALL KNOLL TO MARK IN BIG BOULDER.
 AJ1345'
 AJ1345'TO REACH THE STATION FROM POST OFFICE IN HEBBRONVILLE,
 AJ1345'GO W ON STATE HIGHWAY 12 FOR 8.45 MILES TO T-ROAD AND
 AJ1345'TELEPHONE LINE RIGHT, THENCE RIGHT (N) FOR 6.05 MILES TO
 AJ1345'CROSS ROAD.  CONTINUE AHEAD (N) PASSING OIL CAMP TO RIGHT
 AJ1345'FOR 2.45 MILES TO SW CORNER OF UNITED GAS COMPANY CAMP.  GO
 AJ1345'0.35 MILE TO A GATE IN NW CORNER OF PROPERTY.  TAKE RIGHT
 AJ1345'(NORTHEASTERN MOST) FORK FOR 2.8 MILES TO T-ROAD, THENCE
 AJ1345'LEFT FOR 0.1 MILE TO GATE ON RIGHT.  TURN RIGHT, FOLLOW
 AJ1345'TELEPHONE LINE FOR 9.45 MILES TO GATE JUST BEYOND POND
 AJ1345'AND WINDMILL.  TAKE ROAD JUST N OF GATE AND FOLLOW N SIDE OF
 AJ1345'FENCE W FOR 0.4 MILE TO ABANDONED STONE HOUSE.  CONTINUE
 AJ1345'ON MAIN-TRAVELED ROAD FOR 0.45 MILE TO FORK.  FOLLOW LEFT
 AJ1345'FORK FOR 0.8 MILE.  FOLLOW LEFT FORK FOR 0.1 MILE.
 AJ1345'FOLLOW RIGHT FORK FOR 0.1 MILE.  STATION IS STRAIGHT
 AJ1345'AHEAD ON TOP OF ROCKY HILL.
 AJ1345'
 AJ1345'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6776 ***********************************************************************
 AW6776  DESIGNATION -  SNAKE
 AW6776  PID         -  AW6776
 AW6776  STATE/COUNTY-  TX/GALVESTON
 AW6776  USGS QUAD   -  SEA ISLE (1974)
 AW6776
 AW6776                         *CURRENT SURVEY CONTROL
 AW6776  ___________________________________________________________________
 AW6776* NAD 83(1993)-  29 09 21.78394(N)    095 02 29.87231(W)     ADJUSTED  
 AW6776* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6776  ___________________________________________________________________
 AW6776  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW6776  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW6776
 AW6776  HORZ ORDER  -  FIRST
 AW6776
 AW6776.The horizontal coordinates were established by classical geodetic methods
 AW6776.and adjusted by the National Geodetic Survey in February 1996..
 AW6776
 AW6776.The orthometric height was scaled from a topographic map.
 AW6776
 AW6776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6776
 AW6776.The geoid height was determined by GEOID03.
 AW6776
 AW6776;                    North         East     Units Scale Factor Converg.
 AW6776;SPC TXSC     - 4,153,108.255   984,994.075   MT  0.99986808   +1 56 21.3
 AW6776;SPC TXSC     -13,625,656.00  3,231,601.39   sFT  0.99986808   +1 56 21.3
 AW6776;UTM  15      - 3,226,999.073   301,422.435   MT  1.00008662   -0 59 42.0
 AW6776
 AW6776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6776!SPC TXSC     -   1.00000401  x   0.99986808  =   0.99987209
 AW6776!UTM  15      -   1.00000401  x   1.00008662  =   1.00009063
 AW6776
 AW6776|---------------------------------------------------------------------|
 AW6776| PID    Reference Object                     Distance      Geod. Az  |
 AW6776|                                                           dddmmss.s |
 AW6776| CV6804 SNAKE RM                             16.069 METERS 15721     |
 AW6776| AW6775 LIFE                                APPROX. 5.5 KM 2344354.0 |
 AW6776|---------------------------------------------------------------------|
 AW6776
 AW6776                          SUPERSEDED SURVEY CONTROL
 AW6776
 AW6776  NAD 83(1986)-  29 09 21.79712(N)    095 02 29.85164(W) AD(       ) 1
 AW6776  NAD 27      -  29 09 20.93100(N)    095 02 29.12100(W) AD(       ) 1
 AW6776
 AW6776.Superseded values are not recommended for survey control.
 AW6776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6776.See file dsdata.txt to determine how the superseded data were derived.
 AW6776
 AW6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0142226999(NAD 83)
 AW6776_MARKER: DD = SURVEY DISK
 AW6776_SETTING: 0 = UNSPECIFIED SETTING
 AW6776
 AW6776  HISTORY     - Date     Condition        Report By
 AW6776  HISTORY     - 1912     MONUMENTED       CGS
 AW6776  HISTORY     - 1930     GOOD             CGS
 AW6776  HISTORY     - 1933     GOOD             CGS
 AW6776  HISTORY     - 1937     MARK NOT FOUND   TXHD
 AW6776  HISTORY     - 1947     GOOD             CGS
 AW6776  HISTORY     - 1951     MARK NOT FOUND   CGS
 AW6776  HISTORY     - 1960     GOOD             HLPCO
 AW6776  HISTORY     - 1960     POOR             CGS
 AW6776
 AW6776                          STATION DESCRIPTION
 AW6776
 AW6776'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (IW)
 AW6776'ABOUT 16 MILES SW OF GALVESTON, ON THE SE SHORE OF WEST BAY,
 AW6776'ON THE BAY SIDE OF GALVESTON ISLAND, ON LAND BELONGING TO
 AW6776'S.E. KEMPER OF GALVESTON, AND 1 MILE NW OF HOUSE SURROUNDED
 AW6776'BY SALT-CEDAR HEDGE.  IT IS ON LOW SHELL POINT, OPPOSITE THE
 AW6776'S END OF SNAKE ISLAND.
 AW6776'
 AW6776'OTHER BEARINGS FROM STATION ARE (1912)--HOUSE, WEST GABLE,
 AW6776'N 62 DEG 28 MIN E.  HOUSE IN GROVE, WEST GABLE, S 70 DEG 44 MIN E.
 AW6776'LIFE-SAVING STATION, CUPOLA, N 40 DEG 28 MIN W.  (1930) SHOOTING BOX
 AW6776'ON SNAKE ISLAND, N 01 DEG 53 MIN W.  RAILROAD RAIL POST JUST OFF
 AW6776'SHORE.  KEMPERS LODGE, WINDMILL, S 74 DEG 32 MIN E.
 AW6776'WINDMILL, S 24 DEG 04 MIN E.
 AW6776
 AW6776                          STATION RECOVERY (1930)
 AW6776
 AW6776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 AW6776'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 AW6776'CONDITION.  STATION MARK IS A BRONZE STATION DISK IN TOP OF
 AW6776'A 4-INCH STONEWARE PIPE FILLED WITH AND SET IN CONCRETE.  STATION
 AW6776'MARK WAS SURROUNDED BY A SMALL RING OF BRICKS AND A 2- BY 4-INCH
 AW6776'STAKE WAS SET 1 FOOT DISTANT IN LINE TO KEMPERS LODGE.
 AW6776'
 AW6776'REFERENCE MARK IS A BRONZE REFERENCE DISK IN TOP OF A 4-INCH
 AW6776'STONEWARE PIPE FILLED WITH AND SET IN CONCRETE.  IT IS 16.07
 AW6776'METERS (52.7 FEET) FROM STATION S 22 DEG 47 MIN E.
 AW6776'
 AW6776'BOTH MARKS ARE JUST UNDER THE SURFACE OF THE MARSH.
 AW6776'
 AW6776'IN 1930 STATION WAS REACHED FROM THE FOOT OF SIXTY-FIRST
 AW6776'STREET, GALVESTON, SW ALONG THE BEACH 15.4 MILES TO A DRIVE
 AW6776'LEADING N THROUGH HEAVY LOCKED GATE TO KEMPERS HUNTING LODGE.
 AW6776'KEMPERS NAME IS ON GATE WHICH IS ABOUT 100 YARDS FROM THE BEACH.
 AW6776'FOLLOW ROAD PAST LODGE AND W TO GATE OUT OF ENCLOSURE, AND ALONG
 AW6776'SAND TRAIL WITH LINE OF TELEPHONE POLES SW DOWN THE ISLAND.
 AW6776'GO 200 YARDS, THEN BEAR TO RIGHT ON TRAIL LEADING TO SHOOTING
 AW6776'BOX, ABOUT 1.5 MILES FROM FRONT GATE.  STATION IS 24.54 METERS
 AW6776'(80.5 FEET) N 70 DEG 48 MIN W FROM SE CORNER OF
 AW6776'SHOOTING BOX.  END OF TRAIL NEAR BAY HAS BEEN FIXED WITH OLD
 AW6776'BRICKS AND SHEETS OF TARRED ROOFING.
 AW6776
 AW6776                          STATION RECOVERY (1933)
 AW6776
 AW6776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6776'STATION IS LOCATED ON THE N SHORE OF GALVESTON ISLAND, ON A
 AW6776'POINT OF LAND, AND ON THE S SIDE OF TRAIL TO SHOOTING BOX.
 AW6776'IT IS 1/2 MILE NW BY N OF MR. H. KEMPERS CAMP AND 1/3 MILE SE
 AW6776'BY S OF THE W END OF SNAKE ISLAND.
 AW6776'
 AW6776'THE FOLLOWING DISTANCES AND BEARINGS ARE GIVEN--S SIDE OF
 AW6776'HUNTING BOX AT POINT, 24.75 METERS (81.2 FEET) N 77 DEG 30 MIN W.
 AW6776'RAIL IN WATER 1 METER OFF E SHORE OF
 AW6776'POINT, 33.6 METERS (110.2 FEET) N 62 DEG E.
 AW6776'REFERENCE MARK 1, 16.07 METERS S 30 DEG E
 AW6776'AND S 22 DEG 47 MIN E.  AND PEAK TO ROOF OF H. SEALEYS CAMP
 AW6776'N 55 DEG E.
 AW6776'
 AW6776'HEIGHT OF LIGHT ABOVE STATION MARK - 5.6 METERS.
 AW6776
 AW6776                          STATION RECOVERY (1937)
 AW6776
 AW6776'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW6776'STATION AND REFERENCE MARKS NOT RECOVERED DUE TO HIGH WATER.
 AW6776
 AW6776                          STATION RECOVERY (1947)
 AW6776
 AW6776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6776'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 AW6776'ADEQUATE AND COMPLETE.  THE REFERENCE MARK WAS NOT RECOVERED.
 AW6776
 AW6776                          STATION RECOVERY (1951)
 AW6776
 AW6776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AW6776'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 AW6776'TO BE UNDER WATER.
 AW6776
 AW6776                          STATION RECOVERY (1960)
 AW6776
 AW6776'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1960 (JMC)
 AW6776'STATION RECOVERED IN GOOD CONDITION EXCEPT IS COVERED ABOUT 6
 AW6776'FEET WITH WATER AT NORMAL TIDE.  OYSTER REEF HAS ATTACHED TO
 AW6776'MARKER.
 AW6776
 AW6776                          STATION RECOVERY (1960)
 AW6776
 AW6776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6776'STATION RECOVERED IN POOR CONDITION.  THE REFERENCE MARK COULD
 AW6776'NOT BE FOUND.  THE 1933 RECOVERY NOTE IS ADEQUATE WITH THE
 AW6776'FOLLOWING ADDITIONS.
 AW6776'
 AW6776'(1) THE MARK IS OUT IN THE WATER, 10.0 FEET NORTHEAST OF THE
 AW6776'NORTHERLY POINT OF MARSH.
 AW6776'
 AW6776'(2) THE DISK IS NOT STAMPED AND IS ABOUT LEVEL WITH THE
 AW6776'WATER SURFACE AT A NORMAL TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0556 ***********************************************************************
 DP0556  DESIGNATION -  SNAKE
 DP0556  PID         -  DP0556
 DP0556  STATE/COUNTY-  TX/KENT
 DP0556  USGS QUAD   -  T-O CREEK (1969)
 DP0556
 DP0556                         *CURRENT SURVEY CONTROL
 DP0556  ___________________________________________________________________
 DP0556* NAD 83(1993)-  33 10 31.45163(N)    100 57 20.25526(W)     ADJUSTED  
 DP0556* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 DP0556  ___________________________________________________________________
 DP0556  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 DP0556  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DP0556
 DP0556  HORZ ORDER  -  FIRST
 DP0556
 DP0556.The horizontal coordinates were established by classical geodetic methods
 DP0556.and adjusted by the National Geodetic Survey in February 1996..
 DP0556
 DP0556.The orthometric height was scaled from a topographic map.
 DP0556
 DP0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0556
 DP0556.The geoid height was determined by GEOID03.
 DP0556
 DP0556;                    North         East     Units Scale Factor Converg.
 DP0556;SPC TXNC     - 2,169,980.043   371,018.466   MT  0.99987495   -1 20 21.4
 DP0556;SPC TXNC     - 7,119,342.86  1,217,249.75   sFT  0.99987495   -1 20 21.4
 DP0556;UTM  14      - 3,672,435.626   317,661.546   MT  1.00000994   -1 04 13.5
 DP0556
 DP0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0556!SPC TXNC     -   0.99989161  x   0.99987495  =   0.99976658
 DP0556!UTM  14      -   0.99989161  x   1.00000994  =   0.99990155
 DP0556
 DP0556:                Primary Azimuth Mark                     Grid Az
 DP0556:SPC TXNC     -  UNIDENTIFIED MAST SW COGDELL             166 17 13.7
 DP0556:UTM  14      -  UNIDENTIFIED MAST SW COGDELL             166 01 05.8
 DP0556
 DP0556|---------------------------------------------------------------------|
 DP0556| PID    Reference Object                     Distance      Geod. Az  |
 DP0556|                                                           dddmmss.s |
 DP0556| CU1040 UNIDENTIFIED MAST SW COGDELL        APPROX.23.0 KM 1645652.3 |
 DP0556| CU1041 DERMOTT ATT MICROWAVE               APPROX.23.5 KM 1685006.5 |
 DP0556| CX8668 SNAKE RM 1                           10.816 METERS 20931     |
 DP0556| CU1049 FLUVANNA CRA INC MAST               APPROX.30.7 KM 2153008.8 |
 DP0556| CU1048 FLUVANNA W TEXAS MICROWAVE          APPROX.30.2 KM 2160048.4 |
 DP0556| CX8667 SNAKE AZ MK                                        2591031.4 |
 DP0556| CX8669 SNAKE RM 2                           12.006 METERS 30857     |
 DP0556|---------------------------------------------------------------------|
 DP0556
 DP0556                          SUPERSEDED SURVEY CONTROL
 DP0556
 DP0556  NAD 83(1993)-  33 10 31.45468(N)    100 57 20.24856(W) AD(       ) 1
 DP0556  NAD 83(1986)-  33 10 31.45663(N)    100 57 20.24583(W) AD(       ) 1
 DP0556  NAD 27      -  33 10 31.11224(N)    100 57 18.79710(W) AD(       ) 1
 DP0556
 DP0556.Superseded values are not recommended for survey control.
 DP0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0556.See file dsdata.txt to determine how the superseded data were derived.
 DP0556
 DP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1766272436(NAD 83)
 DP0556_MARKER: DS = TRIANGULATION STATION DISK
 DP0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0556
 DP0556  HISTORY     - Date     Condition        Report By
 DP0556  HISTORY     - 1968     MONUMENTED       CGS
 DP0556
 DP0556                          STATION DESCRIPTION
 DP0556
 DP0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0556'STATION IS LOCATED ABOUT 25 MILES EAST OF POST, 23 MILES
 DP0556'WEST OF JAYTON, 12 MILES WEST-NORTHWEST OF CLAIREMONT AND 1
 DP0556'MILE NORTH OF U.S. HIGHWAY 380.
 DP0556'
 DP0556'TO REACH FROM THE POST OFFICE IN CLAIREMONT, GO WEST ON
 DP0556'U.S. HIGHWAY 380 FOR 4.5 MILES TO THE JUNCTION OF STATE
 DP0556'HIGHWAY 208, CONTINUE WEST ON U.S. HIGHWAY 380 FOR 6.5 MILES TO
 DP0556'A SIDE ROAD RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 3.4 MILES
 DP0556'TO A GATE ON THE RIGHT AND A SIDE ROAD AND CATTLEGUARD AND THE
 DP0556'AZIMUTH MARK ON THE LEFT, TURN RIGHT, PASS THROUGH THE GATE
 DP0556'AND FOLLOW TRACK ROAD EASTERLY ALONG THE FENCE FOR 0.4
 DP0556'MILES TO A FORK, KEEP RIGHT FORK AND CONTINUE ON THE TRACK
 DP0556'ROAD FOR 0.3 MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE NORTH
 DP0556'ON A TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 DP0556'
 DP0556'STATION MARK IS A STANDARD DISK, STAMPED SNAKE 1968, SET IN THE TOP
 DP0556'OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 DP0556'INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET EAST OF THE CENTER
 DP0556'OF THE TRACK ROAD AND 6 FEET SOUTH OF A WOODEN WITNESS POST.
 DP0556'
 DP0556'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SNAKE NO 1
 DP0556'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DP0556'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DP0556'42 FEET SOUTH-SOUTHWEST OF THE WITNESS POST AND 14 FEET EAST
 DP0556'OF THE CENTER OF THE ROAD.
 DP0556'
 DP0556'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SNAKE NO 2
 DP0556'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DP0556'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 37
 DP0556'FEET WEST-NORTHWEST OF THE WITNESS POST AND 15 FEET WEST OF
 DP0556'THE CENTER OF THE ROAD.
 DP0556'
 DP0556'AZIMUTH MARK IS A STANDARD DISK, STAMPED SNAKE 1968, SET IN THE
 DP0556'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 DP0556'INCHES ABOVE THE GROUND SURFACE.  IT IS 77.0 FEET SOUTH OF
 DP0556'THE CENTERLINE OF U.S. HIGHWAY 380, 45.5 FEET EAST-NORTHEAST
 DP0556'OF THE CENTER OF A CATTLEGUARD, 1.7 FEET NORTHEAST OF A
 DP0556'WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.
 DP0556'
 DP0556'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2305 ***********************************************************************
 AN2305  DESIGNATION -  SNAKE 1911
 AN2305  PID         -  AN2305
 AN2305  STATE/COUNTY-  TX/CALHOUN
 AN2305  USGS QUAD   -  MESQUITE BAY (1973)
 AN2305
 AN2305                         *CURRENT SURVEY CONTROL
 AN2305  ___________________________________________________________________
 AN2305* NAD 83(1993)-  28 10 35.68165(N)    096 45 47.76797(W)     ADJUSTED  
 AN2305* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2305  ___________________________________________________________________
 AN2305  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AN2305  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN2305
 AN2305  HORZ ORDER  -  SECOND
 AN2305
 AN2305.The horizontal coordinates were established by classical geodetic methods
 AN2305.and adjusted by the National Geodetic Survey in February 1996..
 AN2305
 AN2305.The orthometric height was scaled from a topographic map.
 AN2305
 AN2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2305
 AN2305.The geoid height was determined by GEOID03.
 AN2305
 AN2305;                    North         East     Units Scale Factor Converg.
 AN2305;SPC TXSC     - 4,040,143.755   819,650.425   MT  1.00006576   +1 05 44.9
 AN2305;SPC TXSC     -13,255,038.30  2,689,136.44   sFT  1.00006576   +1 05 44.9
 AN2305;UTM  14      - 3,118,787.695   719,592.638   MT  1.00019519   +1 03 23.7
 AN2305
 AN2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2305!SPC TXSC     -   1.00000391  x   1.00006576  =   1.00006967
 AN2305!UTM  14      -   1.00000391  x   1.00019519  =   1.00019910
 AN2305
 AN2305:                Primary Azimuth Mark                     Grid Az
 AN2305:SPC TXSC     -  CAT                                      052 26 10.7
 AN2305:UTM  14      -  CAT                                      052 28 31.9
 AN2305
 AN2305|---------------------------------------------------------------------|
 AN2305| PID    Reference Object                     Distance      Geod. Az  |
 AN2305|                                                           dddmmss.s |
 AN2305| AN2301 CAT                                 APPROX. 7.3 KM 0533155.6 |
 AN2305|---------------------------------------------------------------------|
 AN2305
 AN2305                          SUPERSEDED SURVEY CONTROL
 AN2305
 AN2305  NAD 83(1986)-  28 10 35.69064(N)    096 45 47.74876(W) AD(       ) 2
 AN2305  NAD 27      -  28 10 34.65200(N)    096 45 46.80000(W) AD(       ) 2
 AN2305
 AN2305.Superseded values are not recommended for survey control.
 AN2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2305.See file dsdata.txt to determine how the superseded data were derived.
 AN2305
 AN2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1959318788(NAD 83)
 AN2305_MARKER: DS = TRIANGULATION STATION DISK
 AN2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2305+STABILITY: SURFACE MOTION
 AN2305
 AN2305  HISTORY     - Date     Condition        Report By
 AN2305  HISTORY     - 1911     MONUMENTED       CGS
 AN2305  HISTORY     - 1934     GOOD             CGS
 AN2305  HISTORY     - 1937     GOOD             TSI
 AN2305  HISTORY     - 1938     GOOD             CGS
 AN2305  HISTORY     - 1942     GOOD             USE
 AN2305  HISTORY     - 1967     GOOD             CGS
 AN2305  HISTORY     - 1969     GOOD             CGS
 AN2305  HISTORY     - 1977     GOOD             NGS
 AN2305
 AN2305                          STATION DESCRIPTION
 AN2305
 AN2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JCG)
 AN2305'ON THE N SIDE OF MATAGORDA ISLAND, ABOUT 4-1/2 MILES SW OF
 AN2305'PANTHER POINT, 5/8 MILE BACK FROM THE SHORELINE, ON A GRASSY
 AN2305'SAND RIDGE FREE FROM SHRUBBERY, 125 METERS W OF A SMALL TORTUOUS
 AN2305'BAYOU LEADING FROM SAN ANTONIO BAY AND IN RANGE WITH PANTHER
 AN2305'POINT AND A LONE CLUMP OF SHRUBBERY ABOUT A MILE TO THE E OF
 AN2305'THE BAYOU.  ON THE SE SIDE OF THE RIDGE IS A THICK GROWTH OF
 AN2305'MESQUITE BRUSH AND ON THE W SIDE A SCATTERED GROWTH.
 AN2305'
 AN2305'(OLD) NOTE 1--THE STATION IS MARKED WITH A STANDARD DISK STATION
 AN2305'MARK SET IN A CORE OF CEMENT 2 FEET IN DIAMETER AND 2-1/2 FEET
 AN2305'DEEP.  THE UNDERGROUND OR SUBSURFACE MARK IS A BOTTLE OR A SPIKE
 AN2305'ALSO SET IN CONCRETE FROM 2-1/2 TO 3-1/2 FEET BELOW THE SURFACE.
 AN2305'
 AN2305'(OLD) NOTE 2--SAME AS (OLD) NOTE 1, WITH THE ADDITION THAT
 AN2305'REFERENCE MARK 1 IS A BOTTLE EMBEDDED IN A CONCRETE CORE 2-1/2
 AN2305'FEET BELOW THE SURFACE, THE SURFACE MARK BEING ALSO A BOTTLE SET
 AN2305'IN A CORE OF CONCRETE ABOUT 18 INCHES IN DIAMETER.  REFERENCE
 AN2305'MARK 2 IS A STANDARD DISK REFERENCE MARK EMBEDDED IN CONCRETE
 AN2305'WITH A BOTTLE AS AN UNDERGROUND MARK ALSO SET IN A CORE OF
 AN2305'CONCRETE 2-1/2 FEET BELOW THE SURFACE.  IN SOME CASES THE
 AN2305'UNDERGROUND MARK IS A SPIKE INSTEAD OF A BOTTLE.
 AN2305'
 AN2305'REFERENCE MARK 1 IS 21.11 METERS FROM STATION N 36 DEG 30 MIN E.
 AN2305'
 AN2305'REFERENCE MARK 2 IS 23.88 METERS FROM THE STATION S 81 DEG 46 MIN W.
 AN2305
 AN2305                          STATION RECOVERY (1934)
 AN2305
 AN2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2305'STATION IS LOCATED ABOUT 16 MILES S OF SEADRIFT, ABOUT 4-1/2
 AN2305'MILES WSW OF PANTHER POINT, ON MATAGORDA ISLAND, ON A HIGH GRASSY
 AN2305'SAND RIDGE COVERED WITH A LIGHT GROWTH OF MESQUITE AND SCRUB OAK.
 AN2305'IT IS 1 MILE SSW OF S SHORE OF SAN ANTONIO BAY, ABOUT 2-1/4 MILES
 AN2305'NW OF THE GULF SHORE, AND 200 METERS NE OF A SMALL BAYOU.
 AN2305'
 AN2305'REFERENCE MARK 1 IS 21.10 METERS NE OF THE STATION AND IS A
 AN2305'BOTTLE TOP SET IN CONCRETE.
 AN2305'
 AN2305'REFERENCE MARK 2 IS 23.85 METERS W OF THE STATION AND IS MARKED
 AN2305'BY A STANDARD DISK.
 AN2305'
 AN2305'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2305'POINT OF LAND (PANTHER POINT), 43 DEG.  BEACON 1 (E OF SECOND
 AN2305'CHAIN OF ISLANDS), 296 DEG.  SHELL ISLAND, 3 DEG 30 MIN.
 AN2305
 AN2305                          STATION RECOVERY (1937)
 AN2305
 AN2305'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2305'DESCRIPTION ACCURATE.  STATION IN GOOD CONDITION.  TOWER BLOWN
 AN2305'OVER AND IS DISINTEGRATING.
 AN2305
 AN2305                          STATION RECOVERY (1938)
 AN2305
 AN2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2305'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  R.M. 2 IS 23.65
 AN2305'METERS W OF STATION.
 AN2305'
 AN2305'STATION IS LOCATED ON THE N SIDE OF MATAGORDA ISLAND, ABOUT
 AN2305'2-1/2 MILES NW OF THE GULF SHORE, AND 200 METERS W OF A SLOUGH
 AN2305'WHICH EXTENDS FROM SAN ANTONIO BAY ACROSS THE ISLAND TO WITHIN
 AN2305'1/3 MILE OF THE GULF SHORE.
 AN2305
 AN2305                          STATION RECOVERY (1942)
 AN2305
 AN2305'RECOVERY NOTE BY US ENGINEERS 1942
 AN2305'DESCRIPTION GOOD.  NO SEARCH MADE FOR REFERENCE MARKS.  USE
 AN2305'OF TOWER NECESSARY FOR SIGHT OVER SURROUNDING
 AN2305
 AN2305                          STATION RECOVERY (1967)
 AN2305
 AN2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CRL)
 AN2305'STATION AND REFERENCE MARK NO. 1 RECOVERED AND FOUND TO BE IN
 AN2305'GOOD CONDITION.  THE TOP OF REFERENCE MARK NO. 2 HAS DECAYED
 AN2305'AND THE DISK IS LOST.
 AN2305'
 AN2305'EACH MARK HAS A PIPE SET BY IT.  THE STATION IS 2 FEET WEST OF
 AN2305'A 3-INCH PIPE THAT IS 5 FEET HIGH.  REFERENCE MARK NO. 1 IS 1
 AN2305'FOOT FROM A 2-INCH PIPE THAT IS 4 FEET HIGH AND REFERENCE MARK
 AN2305'NO. 2 IS 1 FOOT SOUTH OF A 2-INCH PIPE THAT IS 6 FEET HIGH.
 AN2305'THE STATION IS ABOUT 3.8 MILES NORTHEAST OF THE RANCH
 AN2305'HEADQUARTERS ON MATAGORDA ISLAND.
 AN2305'
 AN2305'THIS STATION WAS REACHED BY HELICOPTER.
 AN2305
 AN2305                          STATION RECOVERY (1969)
 AN2305
 AN2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2305'THE STATION SITE WAS VISITED AND ALL MARKS WERE RECOVERED IN GOOD
 AN2305'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 AN2305'
 AN2305'THE STATION IS LOCATED ABOUT 15-1/2 MILES SOUTH-SOUTHEAST OF
 AN2305'AUSTWELL, 4-1/2 MILES SOUTHWEST OF PANTHER POINT, 4 MILES
 AN2305'NORTHEAST OF THE WINN RANCH BUILDINGS THAT ARE NEAR THE
 AN2305'SOUTHWEST END OF MATAGORDA ISLAND AND 1 MILE SOUTH OF THE
 AN2305'NORTH SHORE OF AND ON MATAGORDA ISLAND.
 AN2305'
 AN2305'TO REACH THE STATION FROM THE DOCKS AT THE MATAGORDA AIR FORCE
 AN2305'BASE, WHICH IS LOCATED NEAR THE NORTHEAST END OF THE ISLAND,
 AN2305'(TRANSPORTATION OF TRUCKS TO THE ISLAND CAN BE OBTAINED FROM
 AN2305'THE USAF BY ADVANCE ARRANGEMENT), GO SOUTH AND SOUTHWESTERLY,
 AN2305'PASSING THE SEWAGE TREATMENT PLANT ENROUTE, FOR 1.95 MILES TO
 AN2305'HAWES RANCH CAMP ON THE RIGHT.  CONTINUE SOUTHERLY ON THE PAVED
 AN2305'ROAD FOR 6.5 MILES TO THE ENTRANCE TO BRAVO BOMBING RANGE
 AN2305'(PRIOR PERMISSION TO CROSS THIS AREA MUST BE OBTAINED FROM THE
 AN2305'BASE COMMANDER).  CONTINUE SOUTHERLY ON PAVED ROAD FOR 5.75
 AN2305'MILES TO OLD GATE POSTS ON EACH SIDE OF THE ROAD AND
 AN2305'TRIANGULATION STATION GLADYS 1934 0.1 MILE ON THE LEFT.
 AN2305'CONTINUE SOUTHERLY 0.8 MILE TO THE END OF THE PAVEMENT,
 AN2305'CONTINUE SOUTHERLY ON SHELL ROAD FOR 5.35 MILES TO CATTLE
 AN2305'GUARD AND BEGINNING OF THE PAVEMENT, CONTINUE SOUTHERLY ON
 AN2305'PAVED ROAD FOR 1.1 MILES TO A SHELL SIDE ROAD RIGHT, TURN
 AN2305'RIGHT AND GO NORTHERLY ON SHELL ROAD FOR 1.9 MILES TO THE
 AN2305'NORTHWEST END OF CAUSEWAY OVER BAYOU (STATION IS 0.2
 AN2305'MILE DUE NORTH OF THIS POINT ON SLIGHT SAND HILL), CONTINUE
 AN2305'AHEAD, NORTHERLY ON SAND ROAD FOR 0.2 MILE TO CENTER OF SMALL
 AN2305'MUD FLAT, TURN RIGHT AND DRIVE EAST ACROSS MUD FLAT AND ONTO
 AN2305'SAND HILL, 190 YARDS TO STATION.
 AN2305'
 AN2305'THE STATION MARK IS A STANDARD DISK, STAMPED SNAKE 1934, SET IN
 AN2305'THE TOP OF A ROUND CONCRETE POST 18 INCHES IN DIAMETER AND FLUSH
 AN2305'WITH THE GROUND.  IT IS ON THE HIGHEST POINT OF A SLIGHT SAND
 AN2305'HILL, 190 YARDS EAST OF NORTH-SOUTH SAND ROAD, 56 YARDS WEST
 AN2305'OF SMALL NORTH-SOUTH CANAL THAT IS ON THE WEST SIDE OF THE BAYOU
 AN2305'AND 2 FEET WEST OF A 3 INCH GALVANIZED PIPE 5 FEET HIGH.  THERE
 AN2305'IS A LONE MESQUITE BUSH ON THE SOUTH EDGE OF THE HILL.
 AN2305'
 AN2305'REFERENCE MARK 1 IS THE CENTER OF THE TOP OF A BOTTLE SET
 AN2305'IN A MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND.  THE
 AN2305'BOTTLE TOP IS LOOSE IN THE CONCRETE BUT APPROXIMATELY IN ITS
 AN2305'ORIGINAL POSITION.  IT IS NORTH-NORTHEAST OF THE STATION AND
 AN2305'1 FOOT SOUTH OF A 2 INCH GALVANIZED PIPE 5 FEET HIGH.
 AN2305'
 AN2305'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SNAKE NO 1 1934,
 AN2305'SET IN THE TOP OF ROUND CONCRETE POST 15 INCHES IN DIAMETER
 AN2305'AND FLUSH WITH THE GROUND.  IT IS WEST OF THE STATION AND 1 FOOT
 AN2305'EAST OF A 2 INCH GALVANIZED PIPE 4 FEET HIGH.  THE MARK IS STAMPED
 AN2305'AS NOTED ABOVE AND NOT NO 2 AS IT SHOULD BE.
 AN2305'
 AN2305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15-1/2 MILES
 AN2305'SOUTH-SOUTHEAST OF AUSTWELL
 AN2305
 AN2305                          STATION RECOVERY (1977)
 AN2305
 AN2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2305'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 AN2305'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT
 AN2305'RECOVERED.  THE STATION IS ON THE PROPERTY OF MR. T.L. WYNNE,
 AN2305'4100 FIRST NATIONAL BANK BUILDING, DALLAS, TEXAS.  THE 1969
 AN2305'RECOVERY NOTE IS ADEQUATE.
 AN2305'
 AN2305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15-1/2 MILES
 AN2305'SSE OF AUSTWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1127 ***********************************************************************
 CR1127  DESIGNATION -  SNAP LOOKOUT TOWER
 CR1127  PID         -  CR1127
 CR1127  STATE/COUNTY-  TX/PANOLA
 CR1127  USGS QUAD   -  LAKE MURVAUL (1983)
 CR1127
 CR1127                         *CURRENT SURVEY CONTROL
 CR1127  ___________________________________________________________________
 CR1127* NAD 83(1993)-  32 05 48.40863(N)    094 24 25.41004(W)     ADJUSTED  
 CR1127* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 CR1127  ___________________________________________________________________
 CR1127  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CR1127  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR1127
 CR1127  HORZ ORDER  -  THIRD
 CR1127
 CR1127.The horizontal coordinates were established by classical geodetic methods
 CR1127.and adjusted by the National Geodetic Survey in February 1996..
 CR1127
 CR1127.The orthometric height was scaled from a topographic map.
 CR1127
 CR1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1127
 CR1127.The geoid height was determined by GEOID03.
 CR1127
 CR1127;                    North         East     Units Scale Factor Converg.
 CR1127;SPC TXNC     - 2,055,222.181   986,254.373   MT  1.00001032   +2 13 56.2
 CR1127;SPC TXNC     - 6,742,841.44  3,235,736.22   sFT  1.00001032   +2 13 56.2
 CR1127;SPC TX C     - 3,284,307.722 1,259,174.720   MT  1.00006432   +3 03 08.6
 CR1127;SPC TX C     -10,775,266.25  4,131,142.39   sFT  1.00006432   +3 03 08.6
 CR1127;UTM  15      - 3,552,029.481   367,229.756   MT  0.99981739   -0 44 51.9
 CR1127
 CR1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1127!SPC TXNC     -   0.99998655  x   1.00001032  =   0.99999687
 CR1127!SPC TX C     -   0.99998655  x   1.00006432  =   1.00005087
 CR1127!UTM  15      -   0.99998655  x   0.99981739  =   0.99980394
 CR1127
 CR1127                          SUPERSEDED SURVEY CONTROL
 CR1127
 CR1127  NAD 83(1986)-  32 05 48.41799(N)    094 24 25.40044(W) AD(       ) 4
 CR1127  NAD 27      -  32 05 47.83090(N)    094 24 24.67760(W) AD(       ) 3
 CR1127
 CR1127.Superseded values are not recommended for survey control.
 CR1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1127.See file dsdata.txt to determine how the superseded data were derived.
 CR1127
 CR1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR6723052029(NAD 83)
 CR1127_MARKER: 57 = LOOKOUT TOWER
 CR1127
 CR1127  HISTORY     - Date     Condition        Report By
 CR1127  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1127
 CR1127                          STATION DESCRIPTION
 CR1127
 CR1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CR1127'SEE STATION SNAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1373 ***********************************************************************
 GL1373  DESIGNATION -  SNEED
 GL1373  PID         -  GL1373
 GL1373  STATE/COUNTY-  TX/DALLAM
 GL1373  USGS QUAD   -  NORTH OF RED COW DRAW (1973)
 GL1373
 GL1373                         *CURRENT SURVEY CONTROL
 GL1373  ___________________________________________________________________
 GL1373* NAD 83(1993)-  36 27 04.61554(N)    102 25 53.73330(W)     ADJUSTED  
 GL1373* NAVD 88     -      1248.6    (meters)    4096.     (feet)  VERTCON   
 GL1373  ___________________________________________________________________
 GL1373  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 GL1373  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 GL1373
 GL1373  HORZ ORDER  -  FIRST
 GL1373
 GL1373.The horizontal coordinates were established by classical geodetic methods
 GL1373.and adjusted by the National Geodetic Survey in February 1996..
 GL1373
 GL1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1373
 GL1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1373
 GL1373.The geoid height was determined by GEOID03.
 GL1373
 GL1373;                    North         East     Units Scale Factor Converg.
 GL1373;SPC TX N     - 1,272,348.314   116,480.437   MT  1.00007352   -0 32 23.6
 GL1373;SPC TX N     - 4,174,362.76    382,152.90   sFT  1.00007352   -0 32 23.6
 GL1373;SPC OK N     -   170,090.747   202,874.931   MT  0.99995764   -2 36 55.0
 GL1373;SPC OK N     -   558,039.39    665,598.84   sFT  0.99995764   -2 36 55.0
 GL1373;UTM  13      - 4,037,070.587   730,181.279   MT  1.00025284   +1 31 36.0
 GL1373
 GL1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1373!SPC TX N     -   0.99980789  x   1.00007352  =   0.99988140
 GL1373!SPC OK N     -   0.99980789  x   0.99995764  =   0.99976554
 GL1373!UTM  13      -   0.99980789  x   1.00025284  =   1.00006068
 GL1373
 GL1373:                Primary Azimuth Mark                     Grid Az
 GL1373:SPC TX N     -  TIP OF WINDMILL                          081 08 33.6
 GL1373:SPC OK N     -  TIP OF WINDMILL                          083 13 05.0
 GL1373:UTM  13      -  TIP OF WINDMILL                          079 04 34.0
 GL1373
 GL1373|---------------------------------------------------------------------|
 GL1373| PID    Reference Object                     Distance      Geod. Az  |
 GL1373|                                                           dddmmss.s |
 GL1373| CM9352 TIP OF WINDMILL                                    0803610.0 |
 GL1373| CM9211 SNEED RM 1 AZIMUTH                   19.135 METERS 09954     |
 GL1373| CM9212 SNEED RM 2                           26.831 METERS 17400     |
 GL1373| CM9213 SNEED RM 3                                         24504     |
 GL1373|---------------------------------------------------------------------|
 GL1373
 GL1373                          SUPERSEDED SURVEY CONTROL
 GL1373
 GL1373  NAD 83(1993)-  36 27 04.61547(N)    102 25 53.73345(W) AD(       ) 1
 GL1373  NAD 83(1986)-  36 27 04.62733(N)    102 25 53.72450(W) AD(       ) 1
 GL1373  NAD 27      -  36 27 04.53000(N)    102 25 52.07200(W) AD(       ) 1
 GL1373  NGVD 29 (07/19/86) 1248.0    (m)         4094.     (f) VERT ANG       
 GL1373
 GL1373.Superseded values are not recommended for survey control.
 GL1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1373.See file dsdata.txt to determine how the superseded data were derived.
 GL1373
 GL1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA3018137071(NAD 83)
 GL1373_MARKER: DS = TRIANGULATION STATION DISK
 GL1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1373
 GL1373  HISTORY     - Date     Condition        Report By
 GL1373  HISTORY     - 1931     MONUMENTED       CGS
 GL1373  HISTORY     - 1953     GOOD             CGS
 GL1373
 GL1373                          STATION DESCRIPTION
 GL1373
 GL1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1373'STATION IS ABOUT 32 MILES E BY N FROM TEXLINE, TEXAS, 3-1/2
 GL1373'MILES S OF THE TEXAS-OKLAHOMA STATE LINE, ON THE SNEED RANCH,
 GL1373'ON A SMALL RIDGE ON WHICH RANCH HOUSE IS LOCATED, ABOUT 30
 GL1373'PACES N OF FENCE LINE BACK OF CHICKEN HOUSE, AND 50 PACES
 GL1373'E OF FENCE ALONG FRONT OF RANCH HOUSE.
 GL1373'
 GL1373'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GL1373'DISKS SET IN CONCRETE.
 GL1373'
 GL1373'REFERENCE MARK NO. 1 IS 0.25 MILE FROM STATION.
 GL1373'REFERENCE MARK NO. 2 IS 26.825 METERS
 GL1373'(88.01 FEET) FROM STATION.
 GL1373'
 GL1373'BEARING FROM STATION OF TIP OF WINDMILL, DISTANT 1/2 MILE,
 GL1373'IS N 80 DEG 36 MIN E.
 GL1373'
 GL1373'TO REACH THE STATION FROM TEXLINE, GO S ON U.S. HIGHWAY 385
 GL1373'FROM GULF FILLING STATION ON CORNER, ONE BLOCK TO A MAGNOLIA
 GL1373'FILLING STATION, TURN LEFT AND PROCEED AS FOLLOWS--AT 0.4
 GL1373'MILE JOG RIGHT, AT 0.7 MILE ROAD CURVES E AT A GALVANIZED-IRON
 GL1373'BUILDING, AT 4.4 MILES CROSS SMALL CULVERT AND CONTINUE E
 GL1373'TO A T-INTERSECTION AT 8.00 MILES, JOG N 0.4 MILE, TURN E
 GL1373'AND CONTINUE ON MAIN ROAD TO 18.0 MILES, JOG RIGHT 1/4 MILE,
 GL1373'GO E 3.0 MILES AND JOG N 1/2 MILE, AND CONTINUE E 7.0 MILES
 GL1373'TO ROAD TURNING OUT TO N, CONTINUE E 4.0 MILES TO
 GL1373'T-INTERSECTION TURN S AND GO 1 MILE TO ROAD TURNING OUT TO E,
 GL1373'TURN INTO THIS ROAD AND GO 3.0 MILES TO GATE AND END OF
 GL1373'FENCE ON N SIDE OF ROAD, PASS THROUGH GATE AND CONTINUE 2.0
 GL1373'MILES TO ROAD TURNING OUT TO N, TURN LEFT ON THIS ROAD
 GL1373'AND PROCEED TO WINDMILL AND THENCE E TO RANCH HOUSE AND
 GL1373'STATION.  REACHED ALSO FROM BOISE CITY, OKLAHOMA, S ON
 GL1373'U.S. HIGHWAY 41, 4.5 MILES FROM STATE LINE, TO ROAD
 GL1373'TURNING OUT TO E AND THENCE AS DESCRIBED ABOVE.
 GL1373
 GL1373                          STATION RECOVERY (1953)
 GL1373
 GL1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1373'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND
 GL1373'IN GOOD CONDITION.  REFERENCE MARK NUMBER 3 WAS ESTABLISHED.
 GL1373'A NEW DESCRIPTION FOLLOWS.
 GL1373'
 GL1373'THE STATION IS LOCATED ON A SMALL RIDGE ON WHICH THE SNEED
 GL1373'RANCH HOUSE IS LOCATED, ABOUT 25 MILES NORTH NORTHEAST OF DALHART,
 GL1373'3-1/2 MILES SOUTH OF THE TEXAS-OKLAHOMA STATE LINE, ABOUT
 GL1373'100 YARDS NORTH OF THE RANCH BUILDINGS, 88 FEET NORTH OF THE
 GL1373'EAST-WEST FENCELINE AND 200 FEET EAST OF THE NORTH-SOUTH
 GL1373'POWER LINE.
 GL1373'
 GL1373'THE STATION MARK IS A STANDARD DISK, STAMPED SNEED 1931, SET
 GL1373'IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT WHICH
 GL1373'PROJECTS ABOUT 8 INCHES.
 GL1373'
 GL1373'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SNEED
 GL1373'NO 1 1931, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT
 GL1373'WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT 14 FEET LOWER THAN
 GL1373'THE STATION.  IT IS LOCATED 0.25 MILE EAST OF THE STATION
 GL1373'AND IN A NORTH-SOUTH FENCELINE, ABOUT 12 FEET NORTH OF THE
 GL1373'NORTH GATE POST AND 6 INCHES EAST OF THE NORTH-SOUTH FENCE
 GL1373'LINE.
 GL1373'
 GL1373'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED SNEED
 GL1373'NO 2 1931, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT
 GL1373'WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION
 GL1373'AS THE STATION.  IT IS LOCATED 6 INCHES NORTH OF THE EAST-WEST
 GL1373'FENCELINE.
 GL1373'
 GL1373'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED SNEED
 GL1373'NO 3 1953, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12
 GL1373'INCHES IN DIAMETER WHICH PROJECTS ABOUT 6 INCHES AND IS
 GL1373'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS LOCATED
 GL1373'50 FEET NORTH OF THE EAST-WEST FENCELINE.
 GL1373'
 GL1373'NOTE--THE 1953 DISTANCE TO R.M. 2 FAILED TO CHECK THE 1931
 GL1373'DISTANCE, THIS WAS NOTED AND CHECKED IN THE FIELD AND THE
 GL1373'1953 DISTANCE WAS FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1833 ***********************************************************************
 FL1833  DESIGNATION -  SNEED PANHANDLE E PLINE MST
 FL1833  PID         -  FL1833
 FL1833  STATE/COUNTY-  TX/MOORE
 FL1833  USGS QUAD   -  POLLARD CREEK (1972)
 FL1833
 FL1833                         *CURRENT SURVEY CONTROL
 FL1833  ___________________________________________________________________
 FL1833* NAD 83(1993)-  35 48 36.34659(N)    101 37 57.98404(W)     ADJUSTED  
 FL1833* NAVD 88     -                                                        
 FL1833  ___________________________________________________________________
 FL1833  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 FL1833  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 FL1833
 FL1833  HORZ ORDER  -  THIRD
 FL1833
 FL1833.The horizontal coordinates were established by classical geodetic methods
 FL1833.and adjusted by the National Geodetic Survey in February 1996..
 FL1833
 FL1833
 FL1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1833
 FL1833.The geoid height was determined by GEOID03.
 FL1833
 FL1833;                    North         East     Units Scale Factor Converg.
 FL1833;SPC TX N     - 1,200,816.446   188,000.823   MT  0.99993424   -0 04 37.0
 FL1833;SPC TX N     - 3,939,678.62    616,799.37   sFT  0.99993424   -0 04 37.0
 FL1833;UTM  14      - 3,966,084.786   262,120.191   MT  1.00029734   -1 32 28.2
 FL1833
 FL1833                          SUPERSEDED SURVEY CONTROL
 FL1833
 FL1833  NAD 83(1993)-  35 48 36.34637(N)    101 37 57.98364(W) AD(       ) 4
 FL1833  NAD 83(1986)-  35 48 36.35642(N)    101 37 57.96992(W) AD(       ) 4
 FL1833  NAD 27      -  35 48 36.21200(N)    101 37 56.35600(W) AD(       ) 3
 FL1833
 FL1833.Superseded values are not recommended for survey control.
 FL1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1833.See file dsdata.txt to determine how the superseded data were derived.
 FL1833
 FL1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6212066085(NAD 83)
 FL1833_MARKER: 42 = RADIO/TV MAST
 FL1833
 FL1833  HISTORY     - Date     Condition        Report By
 FL1833  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1833  HISTORY     - 1953     GOOD             CGS
 FL1833
 FL1833                          STATION DESCRIPTION
 FL1833
 FL1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1833'LOCATED ABOUT 11 MILES, AIRLINE, WEST OF STINNETT, TEXAS,
 FL1833'3 MILES SOUTH OF HIGHWAY TEXAS 152, AND ABOUT 0.5 MILE SOUTH
 FL1833'OF THE PHILLIPS PETROLEUM CO. REFINING PLANT, IN THE WIDE
 FL1833'PARKWAY BETWEEN THE PLANT AREA AND THE CAMP AREA OF THE
 FL1833'PANHANDLE EASTERN PIPELINE CO. PUMPING PLANT, KNOWN AS THE
 FL1833'SNEED PLANT.
 FL1833'
 FL1833'STATION IS THE TOP OF THE STEEL MAST SUPPORTING THE ANTENNA
 FL1833'OF THE COMPANY OWNED RADIO STATION.  THE MAST IS PAINTED IN
 FL1833'ORANGE AND WHITE SECTIONS, IS 230 FEET HIGH, AND HAS RED
 FL1833'WARNING LIGHTS ON TOP AND ON LOWER SECTIONS.
 FL1833
 FL1833                          STATION RECOVERY (1953)
 FL1833
 FL1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1833'THE MAST IS LOCATED ABOUT 18 MILES AIRLINE EAST AND 3 MILES
 FL1833'SOUTH OF DUMAS, AT THE SNEED CAMP OF THE PANHANDLE EASTERN
 FL1833'PIPELINE COMPANY.
 FL1833'
 FL1833'THE MAST IS OF STEEL CONSTRUCTION AND IS 195 FEET HIGH WITH
 FL1833'A 10 FOOT ANTENNA ON TOP.  THE CENTER OF THE MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3121 ***********************************************************************
 CS3121  DESIGNATION -  SNIDER
 CS3121  PID         -  CS3121
 CS3121  STATE/COUNTY-  TX/HOOD
 CS3121  USGS QUAD   -  ACTON (1979)
 CS3121
 CS3121                         *CURRENT SURVEY CONTROL
 CS3121  ___________________________________________________________________
 CS3121* NAD 83(1993)-  32 26 38.35734(N)    097 42 08.61546(W)     ADJUSTED  
 CS3121* NAVD 88     -       245.1    (meters)     804.     (feet)  VERTCON   
 CS3121  ___________________________________________________________________
 CS3121  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CS3121  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CS3121
 CS3121  HORZ ORDER  -  FIRST
 CS3121
 CS3121.The horizontal coordinates were established by classical geodetic methods
 CS3121.and adjusted by the National Geodetic Survey in February 1996..
 CS3121
 CS3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3121
 CS3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3121
 CS3121.The geoid height was determined by GEOID03.
 CS3121
 CS3121;                    North         East     Units Scale Factor Converg.
 CS3121;SPC TXNC     - 2,086,482.753   674,996.842   MT  0.99992846   +0 26 06.0
 CS3121;SPC TXNC     - 6,845,402.17  2,214,552.14   sFT  0.99992846   +0 26 06.0
 CS3121;UTM  14      - 3,590,391.229   621,976.063   MT  0.99978347   +0 41 46.4
 CS3121
 CS3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3121!SPC TXNC     -   0.99996593  x   0.99992846  =   0.99989439
 CS3121!UTM  14      -   0.99996593  x   0.99978347  =   0.99974940
 CS3121
 CS3121|---------------------------------------------------------------------|
 CS3121| PID    Reference Object                     Distance      Geod. Az  |
 CS3121|                                                           dddmmss.s |
 CS3121| CY2321 SNIDER RM 1                          15.783 METERS 00109     |
 CS3121| CS3162 CRESSON                             APPROX.13.1 KM 0115650.3 |
 CS3121| CY2322 SNIDER RM 2                          23.498 METERS 12157     |
 CS3121| CY2320 SNIDER AZ MK RESET                                 2720638.8 |
 CS3121| CY2319 SNIDER AZ MK                                       2720638.7 |
 CS3121|---------------------------------------------------------------------|
 CS3121
 CS3121                          SUPERSEDED SURVEY CONTROL
 CS3121
 CS3121  NAD 83(1986)-  32 26 38.36048(N)    097 42 08.59585(W) AD(       ) 1
 CS3121  NAD 27      -  32 26 37.85700(N)    097 42 07.50300(W) AD(       ) 1
 CS3121  NGVD 29 (07/28/98)  245.1    (m)          804.     (f) VERT ANG       
 CS3121
 CS3121.Superseded values are not recommended for survey control.
 CS3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3121.See file dsdata.txt to determine how the superseded data were derived.
 CS3121
 CS3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA2197690391(NAD 83)
 CS3121_MARKER: DS = TRIANGULATION STATION DISK
 CS3121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS3121_PROJECTION: FLUSH
 CS3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3121+STABILITY: SURFACE MOTION
 CS3121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS3121+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS3121
 CS3121  HISTORY     - Date     Condition        Report By
 CS3121  HISTORY     - 1946     MONUMENTED       CGS
 CS3121  HISTORY     - 1948     GOOD             CGS
 CS3121  HISTORY     - 1959     GOOD             USGS
 CS3121  HISTORY     - 1979     GOOD             TXHD
 CS3121  HISTORY     - 20041023 GOOD             USPSQD
 CS3121
 CS3121                          STATION DESCRIPTION
 CS3121
 CS3121'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3121'STATION IS LOCATED ABOUT 5.3 MILES E OF THE SMALL TOWN OF
 CS3121'GRANBURY AND ABOUT 1 MILE BY ROAD W OF S OF THE SETTLEMENT
 CS3121'AND CROSSROADS KNOWN AS ACTON.
 CS3121'
 CS3121'THE STATION MARK IS LOCATED ABOUT 150 YARDS S OF THE GRANBURY-GODLEY
 CS3121'ROAD, ON PROPERTY BELONGING TO MR. J.E. SNIDER.  IT IS 109
 CS3121'FEET N OF THE NW CORNER OF MR. SNIDERS HOUSE, 32 FEET W OF THE
 CS3121'APPROXIMATE CENTER LINE OF THE FARM LANE, AND 0.8 FEET E OF
 CS3121'A WHITE WOODEN WITNESS POST AND FENCE LINE.
 CS3121'
 CS3121'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CS3121'THE TOP OF CONCRETE POSTS.  STATION MARK IS A BRONZE DISK,
 CS3121'STAMPED SNIDER 1946 AND IS FLUSH WITH THE GROUND.
 CS3121'
 CS3121'REFERENCE MARK 1 IS 51.78 FEET N OF THE STATION, 13.5 FEET
 CS3121'W OF THE APPROXIMATE CENTER LINE OF THE FARM LANE, 3 FEET S
 CS3121'OF AN 8-INCH TREE STUMP IN THE FENCE LINE, AND 1 FOOT E OF
 CS3121'THE FENCE LINE.  IT IS A BRONZE REFERENCE DISK, STAMPED SNIDER
 CS3121'NO 1 1946 AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3121'2 INCHES.
 CS3121'
 CS3121'REFERENCE MARK 2 IS 77.09 FEET SE OF THE STATION, 8 FEET E
 CS3121'OF THE APPROXIMATE CENTER LINE OF THE FARM LANE, AND 0.5 FOOT
 CS3121'W OF THE FENCE LINE.  IT IS A BRONZE REFERENCE DISK, STAMPED
 CS3121'SNIDER NO 2 1946 AND SET IN THE TOP OF A CONCRETE POST.  IT
 CS3121'PROJECTS 2 INCHES.
 CS3121'
 CS3121'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.5 MILE NW OF THE STATION,
 CS3121'ON THE N SIDE OF THE GRANBURY-GODLEY ROAD.  IT IS 20 FEET N OF
 CS3121'THE APPROXIMATE CENTER LINE OF THE ROAD, 2 FEET E OF A WHITE
 CS3121'WOODEN WITNESS POST, AND 1.1 FEET S OF THE FENCE LINE.  IT IS
 CS3121'A BRONZE AZIMUTH DISK, STAMPED SNIDER 1946 AND SET IN THE
 CS3121'TOP OF A CONCRETE POST.  IT PROJECTS 2 INCHES.
 CS3121'
 CS3121'TO REACH THE STATION FROM THE COURTHOUSE IN GRANBURY, FOLLOW
 CS3121'U.S. HIGHWAY 377 E FOR 1.85 MILES TO A T-ROAD RIGHT JUST BEFORE
 CS3121'GETTING TO A LARGE WHITE HOUSE ON THE RIGHT.  THERE TURN RIGHT
 CS3121'ON THE GRADED GRAVEL ROAD AND CONTINUE 3.05 MILES TO THE AZIMUTH
 CS3121'MARK ON THE LEFT AS DESCRIBED.  CONTINUE 0.35 MILE TO A POINT
 CS3121'WHERE A FARM LANE CROSSES THE GRADED ROAD NEAR 3 MAIL BOXES ON
 CS3121'THE LEFT.  THERE TURN RIGHT AND GO 0.1 MILE TO THE STATION ON
 CS3121'THE RIGHT AS DESCRIBED.
 CS3121'
 CS3121'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3121
 CS3121                          STATION RECOVERY (1948)
 CS3121
 CS3121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (APR)
 CS3121'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT
 CS3121'5.3 MILES E OF GRANBURY, ABOUT 1 MILE BY ROAD SW OF ACTON
 CS3121'SETTLEMENT, ABOUT 150 YARDS S OF THE GRANBURY-ACTON ROAD, ON
 CS3121'THE J.E. SNIDER FARM, 109 FEET N OF THE NW CORNER OF THE SNIDER
 CS3121'HOUSE, AND 9 FEET E OF A WHITE WITNESS POST AND THE W FENCE
 CS3121'LINE OF THE LANE LEADING TO THE FARMHOUSE.
 CS3121'
 CS3121'STATION MARK IS A BRONZE DISK SET IN A CONCRETE MONUMENT FLUSH
 CS3121'WITH THE SURFACE OF THE GROUND.  IT IS STAMPED SNIDER 1946.  THE
 CS3121'UNDERGROUND MARK IS DESCRIBED AS SIMILAR TO THE SURFACE MARK.
 CS3121'
 CS3121'R.M. 1 IS A BRONZE DISK STAMPED SNIDER NO 1 1946.  IT IS N OF
 CS3121'THE STATION, 3 FEET S OF AN 8-INCH TREE STUMP IN THE FENCE
 CS3121'LINE, AND 1 FOOT E OF THE W FENCE OF THE ENTRANCE LANE.  A
 CS3121'FLUSH MARK.
 CS3121'
 CS3121'R.M. 2 IS SE OF THE STATION.  IT IS A BRONZE DISK STAMPED SNIDER
 CS3121'NO 2 1946.  IT IS SET AT THE W SIDE OF THE E FENCE ALONG THE
 CS3121'ENTRANCE LANE AND IS UNDER THE N SIDE OF THE N BUSH OF THE
 CS3121'BRUSH ROW.  THE MONUMENT IS FLUSH.
 CS3121'
 CS3121'AZIMUTH MARK IS A BRONZE DISK STAMPED SNIDER 1946 RESET 1948.  IT
 CS3121'IS SET IN A CONCRETE MONUMENT ABOUT 0.5 MILE WNW OF THE STATION,
 CS3121'17 YARDS N OF THE N RIGHT-OF-WAY LINE OF THE GRANBURY-ACTON
 CS3121'ROAD, AND IS IN THE E FENCE LINE OF THE LANE LEADING N TO
 CS3121'A FARMHOUSE.  THE MARK WAS SET IN EXACTLY THE SAME LINE AS THE
 CS3121'1946 AZIMUTH MARK WHICH WAS DESTROYED, AND IS ABOUT 100 YARDS
 CS3121'FARTHER FROM THE STATION.
 CS3121'
 CS3121'TO REACH THE STATION FROM GRANBURY, GO ENE FROM THE SQUARE
 CS3121'ON HIGHWAY 377 FOR 1.9 MILES, THEN TURN RIGHT, OFF THE HIGHWAY,
 CS3121'AND GO S AND E ON THE GRANBURY-ACTON ROAD FOR 3.3 MILES TO
 CS3121'THE AZIMUTH MARK IN THE E FENCE OF THE LANE LEADING N TO THE
 CS3121'SMALL WHITE HOUSE.  THEN CONTINUE E 0.5 MILE TO THE LANE LEADING
 CS3121'S 150 YARDS TO THE SNIDER FARMHOUSE AND THE STATION.
 CS3121
 CS3121                          STATION RECOVERY (1959)
 CS3121
 CS3121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS3121'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32097-3, STATION 1024.
 CS3121'RECOVERED BY USGS IN 1959.  STATION, REFERENCE, AND AZIMUTH MARKS
 CS3121'FOUND IN GOOD CONDITION.
 CS3121'STATION MARK--STANDARD USC AND GS DISK IN CONCRETE POST, ABOUT 0.1 FT.
 CS3121'UNDER NORMAL GROUND, STAMPED---SNIDER 1946---.
 CS3121
 CS3121                          STATION RECOVERY (1979)
 CS3121
 CS3121'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1979 (CLJ)
 CS3121'SNIDER 1946 RECOVERED GOOD.
 CS3121'
 CS3121'AZIMUTH MARK AND R.M.S DESTROYED.
 CS3121'
 CS3121'THE FARMHOUSE AND FENCE MENTIONED IN THE 1948 DESCRIPTION ARE
 CS3121'GONE.  STATION NOW SITS IN A PLOWED FIELD.  IT IS FLUSH WITH THE
 CS3121'GROUND AND 120 FEET NORTH OF AN OLD CHIMNEY AND 90 FEET NORTH OF A
 CS3121'2 FOOT CEDAR.  LINE-OF-SIGHT EXITS TO STATION BURNETT.
 CS3121'
 CS3121'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.3 MILES EAST OF
 CS3121'GRANBURY.
 CS3121
 CS3121                          STATION RECOVERY (2004)
 CS3121
 CS3121'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBW)
 CS3121'IN THE MIDDLE OF A PASTURE 3 FEET SOUTH OF A METEL FENCE POST AND 8
 CS3121'INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1011 ***********************************************************************
 BM1011  DESIGNATION -  SNOOK MUNICIPAL TANK
 BM1011  PID         -  BM1011
 BM1011  STATE/COUNTY-  TX/BURLESON
 BM1011  USGS QUAD   -  SNOOK (1980)
 BM1011
 BM1011                         *CURRENT SURVEY CONTROL
 BM1011  ___________________________________________________________________
 BM1011* NAD 83(1993)-  30 29 20.07533(N)    096 27 56.09345(W)     ADJUSTED  
 BM1011* NAVD 88     -                                                        
 BM1011  ___________________________________________________________________
 BM1011  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BM1011  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BM1011
 BM1011  HORZ ORDER  -  THIRD
 BM1011
 BM1011.The horizontal coordinates were established by classical geodetic methods
 BM1011.and adjusted by the National Geodetic Survey in February 1996..
 BM1011
 BM1011
 BM1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1011
 BM1011.The geoid height was determined by GEOID03.
 BM1011
 BM1011;                    North         East     Units Scale Factor Converg.
 BM1011;SPC TX C     - 3,097,604.935 1,071,238.173   MT  0.99992147   +1 59 31.6
 BM1011;SPC TX C     -10,162,725.52  3,514,553.91   sFT  0.99992147   +1 59 31.6
 BM1011;UTM  14      - 3,375,693.525   743,270.493   MT  1.00033014   +1 17 11.5
 BM1011
 BM1011                          SUPERSEDED SURVEY CONTROL
 BM1011
 BM1011  NAD 83(1986)-  30 29 20.08982(N)    096 27 56.07383(W) AD(       ) 4
 BM1011  NAD 27      -  30 29 19.34526(N)    096 27 55.19287(W) AD(       ) 3
 BM1011
 BM1011.Superseded values are not recommended for survey control.
 BM1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1011.See file dsdata.txt to determine how the superseded data were derived.
 BM1011
 BM1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU4327075694(NAD 83)
 BM1011_MARKER: 53 = ELEVATED TANK
 BM1011
 BM1011  HISTORY     - Date     Condition        Report By
 BM1011  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM1011  HISTORY     - 19940820 GOOD             USPSQD
 BM1011
 BM1011                          STATION DESCRIPTION
 BM1011
 BM1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM1011'THE FINIAL AT THE TOP CENTER OF THE SNOOK MUNICIPAL WATER TANK,
 BM1011'LOCATED 0.05 MILE SOUTHWEST OF LOOP 2155 AND 0.1 MILE NORTHWEST
 BM1011'OF THE POST OFFICE IN SNOOK.  THE TANK IS PAINTED SILVER,
 BM1011'SUPPORTED BY A THREE-LEGGED TUBULAR STEEL STRUCTURE AND IS
 BM1011'ABOUT 125 FEET HIGH.
 BM1011
 BM1011                          STATION RECOVERY (1994)
 BM1011
 BM1011'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1028 ***********************************************************************
 CU1028  PACS        -  This is a Primary Airport Control Station.
 CU1028  DESIGNATION -  SNYDAIR
 CU1028  PID         -  CU1028
 CU1028  STATE/COUNTY-  TX/SCURRY
 CU1028  USGS QUAD   -  SNYDER (1979)
 CU1028
 CU1028                         *CURRENT SURVEY CONTROL
 CU1028  ___________________________________________________________________
 CU1028* NAD 83(1993)-  32 42 04.45692(N)    100 56 49.95201(W)     ADJUSTED  
 CU1028* NAVD 88     -       738.12   (meters)    2421.6    (feet)  GPS OBS   
 CU1028  ___________________________________________________________________
 CU1028  X           -  -1,020,365.548 (meters)                     COMP
 CU1028  Y           -  -5,275,271.047 (meters)                     COMP
 CU1028  Z           -   3,426,508.255 (meters)                     COMP
 CU1028  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 CU1028  ELLIP HEIGHT-         711.53  (meters)          (10/24/00) GPS OBS
 CU1028  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CU1028
 CU1028  HORZ ORDER  -  B
 CU1028  ELLP ORDER  -  FOURTH    CLASS II
 CU1028
 CU1028.This mark is at Winston Fld (SNK) Airport (SNK)
 CU1028
 CU1028.The horizontal coordinates were established by GPS observations
 CU1028.and adjusted by the National Geodetic Survey in September 1996..
 CU1028
 CU1028.The orthometric height was determined by GPS observations and a
 CU1028.high-resolution geoid model.
 CU1028
 CU1028.GPS derived orthometric heights for airport stations designated as
 CU1028.PACS or SACS are published to 2 decimal places.  This maintains
 CU1028.centimeter relative accuracy between the PACS and SACS.  It does
 CU1028.not indicate centimeter accuracy relative to other marks which are
 CU1028.part of the NAVD 88 network.
 CU1028
 CU1028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU1028
 CU1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1028
 CU1028.The ellipsoidal height was determined by GPS observations
 CU1028.and is referenced to NAD 83.
 CU1028
 CU1028.The geoid height was determined by GEOID03.
 CU1028
 CU1028;                    North         East     Units Scale Factor Converg.
 CU1028;SPC TXNC     - 2,117,395.925   370,578.512   MT  0.99989121   -1 20 04.9
 CU1028;SPC TXNC     - 6,946,823.13  1,215,806.33   sFT  0.99989121   -1 20 04.9
 CU1028;UTM  14      - 3,619,843.006   317,474.542   MT  1.00001082   -1 03 08.2
 CU1028
 CU1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1028!SPC TXNC     -   0.99988830  x   0.99989121  =   0.99977952
 CU1028!UTM  14      -   0.99988830  x   1.00001082  =   0.99989912
 CU1028
 CU1028|---------------------------------------------------------------------|
 CU1028| PID    Reference Object                     Distance      Geod. Az  |
 CU1028|                                                           dddmmss.s |
 CU1028| CX8672 SNYDAIR RM 1                         13.422 METERS 01542     |
 CU1028| CU0459 N 1181                              404.462 METERS 0171248.8 |
 CU1028| CU1026 SNYDER RAD STA KNSY MAST            APPROX. 2.6 KM 0182329.5 |
 CU1028| CU1024 SNYDER N MUN TANK                   APPROX. 4.9 KM 0342601.8 |
 CU1028| CU1025 SNYDER S MUN TANK                   APPROX. 2.2 KM 0620601.5 |
 CU1028| CU1021 SNYDER E MUN TANK                   APPROX. 5.2 KM 0692539.5 |
 CU1028| CU1027 SNYDER SW MUN TANK                  APPROX. 0.6 KM 0785146.6 |
 CU1028| CX8673 SNYDAIR RM 2                         15.069 METERS 11931     |
 CU1028| CU1177 SNYDAIR AZ MK                       311.028 METERS 25237     |
 CU1028| CU1029 SNYDER WINSTON APT BEACON           331.958 METERS 25328     |
 CU1028|---------------------------------------------------------------------|
 CU1028
 CU1028                          SUPERSEDED SURVEY CONTROL
 CU1028
 CU1028  ELLIP H (09/09/96)  711.53   (m)                       GP(       ) 1 2
 CU1028  NAD 83(1993)-  32 42 04.45755(N)    100 56 49.95013(W) AD(       ) 2
 CU1028  ELLIP H (02/16/96)  711.53   (m)                       GP(       ) 5 1
 CU1028  ELLIP H (12/21/93)  711.11   (m)                       GP(       ) 4 1
 CU1028  NAD 83(1986)-  32 42 04.46285(N)    100 56 49.94111(W) AD(       ) 2
 CU1028  NAD 27      -  32 42 04.06970(N)    100 56 48.51292(W) AD(       ) 2
 CU1028  NGVD 29 (12/08/88)  738.0    (m)         2421.     (f) GPS OBS        
 CU1028
 CU1028.Superseded values are not recommended for survey control.
 CU1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1028.See file dsdata.txt to determine how the superseded data were derived.
 CU1028
 CU1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1747519843(NAD 83)
 CU1028_MARKER: DT = TOPOGRAPHIC STATION DISK
 CU1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1028_STAMPING: SNYDAIR 1968
 CU1028_MARK LOGO: NGS   
 CU1028_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU1028+STABILITY: SURFACE MOTION
 CU1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU1028+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 CU1028
 CU1028  HISTORY     - Date     Condition        Report By
 CU1028  HISTORY     - 1968     MONUMENTED       NGS
 CU1028  HISTORY     - 1988     GOOD             NGS
 CU1028  HISTORY     - 19950607 GOOD             NGS
 CU1028  HISTORY     - 19990929 GOOD             TXDOT
 CU1028
 CU1028                          STATION DESCRIPTION
 CU1028
 CU1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 (CAA)
 CU1028'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE CENTER
 CU1028'OF SNYDER AND IS ON THE EAST EDGE OF THE WINSTON AIRPORT.
 CU1028'
 CU1028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84
 CU1028'AND 180 IN SNYDER GO WEST ON U.S. HIGHWAY 180 FOR 0.8 MILE TO A SIDE
 CU1028'ROAD LEFT, (FARM ROAD 1607) TURN LEFT AND GO FOR 0.85 MILE TO
 CU1028'A T-ROAD, TURN RIGHT FOLLOWING FARM ROAD 1607 WEST FOR 0.8 MILE
 CU1028'TO A SIDE ROAD LEFT AND A SIGN AIRPORT, TURN LEFT AND GO SOUTH
 CU1028'FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST FOR
 CU1028'0.05 MILE TO STATION ON THE RIGHT JUST BEFORE REACHING A
 CU1028'GATE LEADING TO THE LANDING STRIP.
 CU1028'
 CU1028'THE STATION MARK IS A STANDARD DISK STAMPED SNYDAIR 1968
 CU1028'SET IN A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE LAWN,
 CU1028'IT IS 5.6 FEET SOUTH-EAST OF THE WITNESS POST, 4.6 FEET EAST
 CU1028'OF A FENCE AND 39 FEET NORTH OF THE NORTH GATE POST.
 CU1028'
 CU1028'REFERENCE MARK 1, IS A STANDARD DISK STAMPED SNYDAIR NO 1
 CU1028'1968 SET IN A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE
 CU1028'LAWN, IT IS 1.9 FEET EAST OF THE FENCE, 41.8 FEET NORTH OF THE
 CU1028'WITNESS POST, 72.6 FEET NORTH OF THE NORTH GATE POST.
 CU1028'
 CU1028'REFERENCE MARK 2, IS A STANDARD DISK STAMPED SNYDAIR NO 2 1968
 CU1028'SET IN A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE LAWN, IT
 CU1028'IS 55 FEET EAST OF THE FENCE, 55 FEET SOUTH EAST OF THE WITNESS
 CU1028'POST, AND 6 FEET EAST-NORTH EAST OF AN ANTENNA POLE.
 CU1028'
 CU1028'THE DISTANCE BETWEEN REFERENCE MARKS IS 73.65 FEET OR 22.448
 CU1028'METERS.
 CU1028'
 CU1028'NO AZIMUTH WAS SET AT THIS TIME.
 CU1028'
 CU1028'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CU1028
 CU1028                          STATION RECOVERY (1988)
 CU1028
 CU1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CU1028'THE STATION WAS RECOVERED AT THIS DATE.
 CU1028'OTHER MARKS NOT SEARCHED FOR.
 CU1028'
 CU1028'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 CU1028'SOUTH-SOUTHWEST OF SNYDER, 1.6 KM (1.0 MI) WEST OF STATE HIGHWAY
 CU1028'350 AND AT THE SNYDER AIRPORT.  IT IS A NEAR A FENCE SEPARATING THE
 CU1028'TARMAC FROM LAWN.
 CU1028'OWNERSHIP--SCURRY COUNTY, RT 1, BOX 381, SNYDER TX 79549.  AIRPORT
 CU1028'MANAGER IS DARRELL MIZE, PHONE 915-573-1122.
 CU1028'
 CU1028'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 84 BUSINESS,
 CU1028'180 AND STATE HIGHWAY 350 AT THE COURTHOUSE IN SNYDER, GO WEST ON
 CU1028'US HIGHWAY 180 FOR 1.3 KM (0.8 MI) TO A PAVED ROAD LEFT.  TURN LEFT
 CU1028'AND GO SOUTH ON FARM ROAD 1607 (EL PASO AVENUE) FOR 1.4 KM (0.9 MI)
 CU1028'TO A T-ROAD.  TURN RIGHT AND GO WEST ON FARM ROAD 1607 FOR 1.3 KM
 CU1028'(0.8 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 CU1028'GO SOUTH FOR 0.4 KM (0.25 MI) TO A PAVED DRIVE RIGHT ON THE NORTH
 CU1028'SIDE OF THE OLD TERMINAL BUILDING.  TURN RIGHT AND GO WEST FOR 0.1
 CU1028'KM (0.05 MI) TO A LOW FENCE AND THE STATION ON THE RIGHT.
 CU1028'
 CU1028'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---SNYDAIR
 CU1028'1968---, SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST ABOUT 5 CM
 CU1028'BELOW THE GROUND SURFACE.  LOCATED 15.2 METERS (49.9 FT) NORTH OF
 CU1028'THE CENTER OF VEHICLE GATE, 13.7 METERS (44.9 FT) NORTHWEST FROM A
 CU1028'UTILITY POLE, 2.1 METERS (6.9 FT) EAST FROM THE NORTH POST OF A
 CU1028'PERSONNEL GATE AND 1.7 METERS (5.6 FT) SOUTH-SOUTHEAST FROM A METAL
 CU1028'WITNESS POST.
 CU1028'
 CU1028'AZIMUTH MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---SNYDAIR
 CU1028'AZ MK 1988---,
 CU1028'SET IN A DRILL HOLE IN AN L-SHAPED CONCRETE SIDEWALK.  LOCATED 23.8
 CU1028'METERS (78.0 FT) WEST FROM CONCRETE POST SUPPORTING WIND INDICATOR,
 CU1028'19.8 METERS (65.0 FT) EAST FROM BEACON, 2.1 METERS (7.0 FT)
 CU1028'NORTHWEST FROM WINDSOCK POLE, 0.6 METER (2.0 FT) SOUTHEAST FROM
 CU1028'CORNER OF L-WALK AND 0.8 METER (2.7 FT)
 CU1028'
 CU1028'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CU1028'
 CU1028'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CU1028'
 CU1028'DESCRIBED BY D.A. BOWLING.
 CU1028
 CU1028                          STATION RECOVERY (1995)
 CU1028
 CU1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 CU1028'RECOVERED AS DESCRIBED.
 CU1028
 CU1028                          STATION RECOVERY (1999)
 CU1028
 CU1028'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 CU1028'STATION RM 1, RM 2 RECOVERED IN GOOD CONDITION (RM 2 IS 5.54 M (18.18
 CU1028'FT) EAST OF THE FENCE) .  AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1177 ***********************************************************************
 CU1177  SACS        -  This is a Secondary Airport Control Station.
 CU1177  DESIGNATION -  SNYDAIR AZ MK
 CU1177  PID         -  CU1177
 CU1177  STATE/COUNTY-  TX/SCURRY
 CU1177  USGS QUAD   -  SNYDER (1979)
 CU1177
 CU1177                         *CURRENT SURVEY CONTROL
 CU1177  ___________________________________________________________________
 CU1177* NAD 83(1993)-  32 42 01.44033(N)    100 57 01.34784(W)     ADJUSTED  
 CU1177* NAVD 88     -       740.18   (meters)    2428.4    (feet)  GPS OBS   
 CU1177  ___________________________________________________________________
 CU1177  X           -  -1,020,666.865 (meters)                     COMP
 CU1177  Y           -  -5,275,265.663 (meters)                     COMP
 CU1177  Z           -   3,426,431.161 (meters)                     COMP
 CU1177  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 CU1177  ELLIP HEIGHT-         713.59  (meters)          (02/14/01) GPS OBS
 CU1177  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU1177
 CU1177  HORZ ORDER  -  FIRST
 CU1177  ELLP ORDER  -  FOURTH    CLASS II
 CU1177
 CU1177.This mark is at Winston Fld (SNK) Airport (SNK)
 CU1177
 CU1177.The horizontal coordinates were established by GPS observations
 CU1177.and adjusted by the National Geodetic Survey in July 1997..
 CU1177
 CU1177.The orthometric height was determined by GPS observations and a
 CU1177.high-resolution geoid model.
 CU1177
 CU1177.GPS derived orthometric heights for airport stations designated as
 CU1177.PACS or SACS are published to 2 decimal places.  This maintains
 CU1177.centimeter relative accuracy between the PACS and SACS.  It does
 CU1177.not indicate centimeter accuracy relative to other marks which are
 CU1177.part of the NAVD 88 network.
 CU1177
 CU1177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU1177
 CU1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1177
 CU1177.The ellipsoidal height was determined by GPS observations
 CU1177.and is referenced to NAD 83.
 CU1177
 CU1177.The geoid height was determined by GEOID03.
 CU1177
 CU1177;                    North         East     Units Scale Factor Converg.
 CU1177;SPC TXNC     - 2,117,309.950   370,279.637   MT  0.99989129   -1 20 11.1
 CU1177;SPC TXNC     - 6,946,541.06  1,214,825.78   sFT  0.99989129   -1 20 11.1
 CU1177;UTM  14      - 3,619,755.549   317,176.060   MT  1.00001216   -1 03 14.3
 CU1177
 CU1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1177!SPC TXNC     -   0.99988797  x   0.99989129  =   0.99977928
 CU1177!UTM  14      -   0.99988797  x   1.00001216  =   0.99990013
 CU1177
 CU1177|---------------------------------------------------------------------|
 CU1177| PID    Reference Object                     Distance      Geod. Az  |
 CU1177|                                                           dddmmss.s |
 CU1177| CU1028 SNYDAIR                             311.028 METERS 07237     |
 CU1177|---------------------------------------------------------------------|
 CU1177
 CU1177                          SUPERSEDED SURVEY CONTROL
 CU1177
 CU1177  ELLIP H (07/09/97)  713.60   (m)                       GP(       ) 4 2
 CU1177  NAD 83(1993)-  32 42 01.44091(N)    100 57 01.34607(W) AD(       ) 3
 CU1177  ELLIP H (02/16/96)  713.60   (m)                       GP(       ) 5 1
 CU1177  ELLIP H (12/21/93)  713.18   (m)                       GP(       ) 4 1
 CU1177  NAD 83(1986)-  32 42 01.44621(N)    100 57 01.33705(W) AD(       ) 3
 CU1177  NAD 27      -  32 42 01.05303(N)    100 56 59.90855(W) AD(       ) 3
 CU1177  NGVD 29 (12/08/88)  739.9    (m)         2427.     (f) GPS OBS        
 CU1177
 CU1177.Superseded values are not recommended for survey control.
 CU1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1177.See file dsdata.txt to determine how the superseded data were derived.
 CU1177
 CU1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1717619756(NAD 83)
 CU1177_MARKER: DZ = AZIMUTH MARK DISK
 CU1177_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CU1177_SP_SET: L-SHAPED CONCRETE WALKWAY
 CU1177_STAMPING: SNYDAIR AZ MK 1988
 CU1177_MARK LOGO: NGS   
 CU1177_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU1177+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1995
 CU1177
 CU1177  HISTORY     - Date     Condition        Report By
 CU1177  HISTORY     - 1988     MONUMENTED       NGS
 CU1177  HISTORY     - 19950826 GOOD             NGS
 CU1177
 CU1177                          STATION DESCRIPTION
 CU1177
 CU1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CU1177'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 CU1177'SOUTH-SOUTHWEST OF SNYDER, 1.6 KM (1.0 MI) WEST OF STATE HIGHWAY
 CU1177'350 AND AT THE SNYDER AIRPORT.
 CU1177'OWNERSHIP--SCURRY COUNTY, RT 1, BOX 381, SNYDER TX 79549.  AIRPORT
 CU1177'MANAGER IS DARRELL MIZE, PHONE 915-573-1122.
 CU1177'
 CU1177'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 84 BUSINESS,
 CU1177'180 AND STATE HIGHWAYS 208 AND 350 AT THE COURTHOUSE IN SNYDER, GO
 CU1177'WEST ON US HIGHWAY 180 FOR 1.3 KM (0.8 MI) TO A PAVED ROAD LEFT.
 CU1177'TURN LEFT AND GO SOUTH ON FARM ROAD 1607 (EL PASO AVENUE) FOR 1.4
 CU1177'KM (0.9 MI) TO A T-ROAD.  TURN RIGHT AND GO WEST ON FARM ROAD 1607
 CU1177'FOR 1.3 KM (0.8 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 CU1177'CONTINUE WEST ON FARM ROAD 1607 FOR 0.2 KM (0.15 MI) TO A GAP IN
 CU1177'FENCE ON THE LEFT (CONSTRUCTION ENTRANCE).  TURN LEFT AND GO SOUTH,
 CU1177'UPGRADE, ON DIRT ROADS FOR 0.5 KM (0.3 MI) TO HIGH GROUND AT BEACON,
 CU1177'WIND TEE, WINDSOCK AND MARK.
 CU1177'
 CU1177'STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---SNYDAIR
 CU1177'AZ MK 1988---, SET IN THE CORNER OF AN L-SHAPED CONCRETE WALKWAY.
 CU1177'LOCATED 23.8 METERS (78.0 FT) WEST OF CONCRETE BASE SUPPORTING WIND
 CU1177'INDICATOR, 19.8 METERS (65.0 FT) EAST FROM BEACON, 2.1 METERS (7.0
 CU1177'FT) NORTHWEST FROM WINDSOCK POLE, 0.6 METER (2.0 FT) SOUTHEAST FROM
 CU1177'NORTHWEST CORNER OF L-WALK AND 0.8 METER (2.7 FT) SOUTHWEST FROM A
 CU1177'FIBERGLASS WITNESS POST.
 CU1177'
 CU1177'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CU1177'
 CU1177'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CU1177'
 CU1177'DESCRIBED BY D.A. BOWLING.
 CU1177
 CU1177                          STATION RECOVERY (1995)
 CU1177
 CU1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CU1177'RECOVERED AS DESCRIBED.  STATION IS A SAC MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1020 ***********************************************************************
 CU1020  DESIGNATION -  SNYDER
 CU1020  PID         -  CU1020
 CU1020  STATE/COUNTY-  TX/SCURRY
 CU1020  USGS QUAD   -  SNYDER (1979)
 CU1020
 CU1020                         *CURRENT SURVEY CONTROL
 CU1020  ___________________________________________________________________
 CU1020* NAD 83(1993)-  32 43 34.43410(N)    100 53 20.81180(W)     ADJUSTED  
 CU1020* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 CU1020  ___________________________________________________________________
 CU1020  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 CU1020  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CU1020
 CU1020  HORZ ORDER  -  SECOND
 CU1020
 CU1020.The horizontal coordinates were established by classical geodetic methods
 CU1020.and adjusted by the National Geodetic Survey in February 1996..
 CU1020
 CU1020.The orthometric height was scaled from a topographic map.
 CU1020
 CU1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1020
 CU1020.The geoid height was determined by GEOID03.
 CU1020
 CU1020;                    North         East     Units Scale Factor Converg.
 CU1020;SPC TXNC     - 2,120,041.320   376,086.841   MT  0.99988865   -1 18 10.8
 CU1020;SPC TXNC     - 6,955,502.23  1,233,878.24   sFT  0.99988865   -1 18 10.8
 CU1020;UTM  14      - 3,622,515.764   322,970.385   MT  0.99998645   -1 01 17.6
 CU1020
 CU1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1020!SPC TXNC     -   0.99988876  x   0.99988865  =   0.99977742
 CU1020!UTM  14      -   0.99988876  x   0.99998645  =   0.99987521
 CU1020
 CU1020|---------------------------------------------------------------------|
 CU1020| PID    Reference Object                     Distance      Geod. Az  |
 CU1020|                                                           dddmmss.s |
 CU1020| CX8678 SNYDER RM 2                          11.172 METERS 08657     |
 CU1020| CU1021 SNYDER E MUN TANK                   APPROX. 1.1 KM 2110728.2 |
 CU1020| CU1026 SNYDER RAD STA KNSY MAST            APPROX. 4.6 KM 2660751.9 |
 CU1020| CU1024 SNYDER N MUN TANK                   APPROX. 3.0 KM 2951957.5 |
 CU1020| CU1023 SNYDER BELL TEL CO MICROWAVE        APPROX. 1.9 KM 3191210.6 |
 CU1020| CU1035 SNYDER COMMERCIAL ENGR CO MAST      APPROX. 4.3 KM 3284418.5 |
 CU1020| CX8677 SNYDER RM 1                          21.267 METERS 35522     |
 CU1020|---------------------------------------------------------------------|
 CU1020
 CU1020                          SUPERSEDED SURVEY CONTROL
 CU1020
 CU1020  NAD 83(1986)-  32 43 34.43936(N)    100 53 20.80266(W) AD(       ) 2
 CU1020  NAD 27      -  32 43 34.04805(N)    100 53 19.37824(W) AD(       ) 2
 CU1020
 CU1020.Superseded values are not recommended for survey control.
 CU1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1020.See file dsdata.txt to determine how the superseded data were derived.
 CU1020
 CU1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2297022516(NAD 83)
 CU1020_MARKER: DS = TRIANGULATION STATION DISK
 CU1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1020
 CU1020  HISTORY     - Date     Condition        Report By
 CU1020  HISTORY     - 1968     MONUMENTED       CGS
 CU1020
 CU1020                          STATION DESCRIPTION
 CU1020
 CU1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1020'STATION IS LOCATED IN THE NORTHEAST EDGE OF SNYDER, ABOUT 1/4 MILE
 CU1020'EAST OF U.S. HIGHWAY 84 BY-PASS.
 CU1020'
 CU1020'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND 84 BY-PASS AT
 CU1020'THE EAST EDGE OF SNYDER, GO NORTHWEST ON U.S. HIGHWAY 84 BY-PASS FOR
 CU1020'1.6 MILES TO CROSSROAD AT CAUTION LIGHT, TURN RIGHT AND GO NORTH
 CU1020'FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 0.3
 CU1020'MILE TO TOP OF HILL AND THE STATION ON LEFT.
 CU1020'
 CU1020'STATION MARK, A STANDARD DISK STAMPED SNYDER 1968, IS SET IN THE
 CU1020'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK IS
 CU1020'41 FEET SOUTH OF CENTER OF ROAD, 6.5 FEET EAST OF A POWER LINE POLE
 CU1020'AND 4.7 FEET NORTH OF WITNESS POST.
 CU1020'
 CU1020'REFERENCE MARK 1, A STANDARD DISK STAMPED SNYDER NO 1 1968, IS SET
 CU1020'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS
 CU1020'74.5 FEET NORTH OF WITNESS POST, 69 FEET NORTH OF A POWER LINE
 CU1020'POLE, 27 FEET NORTH OF CENTER OF ROAD AND 2 FEET SOUTH OF A
 CU1020'CONCRETE BLOCK WALL.
 CU1020'
 CU1020'REFERENCE MARK 2, A STANDARD DISK STAMPED SNYDER NO 2 1968, IS SET
 CU1020'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  THE
 CU1020'MARK IS 43 FEET EAST OF POWER LINE POLE, 40 FEET SOUTH OF CENTER OF
 CU1020'ROAD AND 37.2 FEET EAST OF WITNESS POST.
 CU1020'
 CU1020'NO AZIMUTH MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0456 ***********************************************************************
 BQ0456  DESIGNATION -  SNYDER
 BQ0456  PID         -  BQ0456
 BQ0456  STATE/COUNTY-  TX/PRESIDIO
 BQ0456  USGS QUAD   -  QUINN CREEK (1979)
 BQ0456
 BQ0456                         *CURRENT SURVEY CONTROL
 BQ0456  ___________________________________________________________________
 BQ0456* NAD 83(1993)-  30 29 03.47010(N)    104 51 35.21588(W)     ADJUSTED  
 BQ0456* NAVD 88     -      1021.     (meters)    3350.     (feet)  SCALED    
 BQ0456  ___________________________________________________________________
 BQ0456  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BQ0456  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 BQ0456
 BQ0456  HORZ ORDER  -  FIRST
 BQ0456
 BQ0456.The horizontal coordinates were established by classical geodetic methods
 BQ0456.and adjusted by the National Geodetic Survey in February 1996..
 BQ0456
 BQ0456.The orthometric height was scaled from a topographic map.
 BQ0456
 BQ0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0456
 BQ0456.The geoid height was determined by GEOID03.
 BQ0456
 BQ0456;                    North         East     Units Scale Factor Converg.
 BQ0456;SPC TXSC     - 4,307,909.032    37,576.108   MT  1.00006424   -2 52 14.8
 BQ0456;SPC TXSC     -14,133,531.55    123,280.95   sFT  1.00006424   -2 52 14.8
 BQ0456;SPC TX C     - 3,099,479.369   265,549.708   MT  0.99992219   -2 19 53.0
 BQ0456;SPC TX C     -10,168,875.23    871,224.33   sFT  0.99992219   -2 19 53.0
 BQ0456;UTM  13      - 3,372,459.747   513,457.543   MT  0.99960223   +0 04 16.1
 BQ0456
 BQ0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0456!SPC TXSC     -   0.99984325  x   1.00006424  =   0.99990748
 BQ0456!SPC TX C     -   0.99984325  x   0.99992219  =   0.99976545
 BQ0456!UTM  13      -   0.99984325  x   0.99960223  =   0.99944554
 BQ0456
 BQ0456|---------------------------------------------------------------------|
 BQ0456| PID    Reference Object                     Distance      Geod. Az  |
 BQ0456|                                                           dddmmss.s |
 BQ0456| CI0523 SNYDER RM 1                          19.446 METERS 00653     |
 BQ0456| CI0524 SNYDER RM 2                          23.512 METERS 10610     |
 BQ0456| CI0522 SNYDER AZ MK                                       1563740.2 |
 BQ0456|---------------------------------------------------------------------|
 BQ0456
 BQ0456                          SUPERSEDED SURVEY CONTROL
 BQ0456
 BQ0456  NAD 83(1986)-  30 29 03.46957(N)    104 51 35.21866(W) AD(       ) 1
 BQ0456  NAD 27      -  30 29 02.94400(N)    104 51 33.45800(W) AD(       ) 1
 BQ0456
 BQ0456.Superseded values are not recommended for survey control.
 BQ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0456.See file dsdata.txt to determine how the superseded data were derived.
 BQ0456
 BQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP1345872460(NAD 83)
 BQ0456_MARKER: DS = TRIANGULATION STATION DISK
 BQ0456_SETTING: 80 = SET IN A BOULDER
 BQ0456_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BQ0456
 BQ0456  HISTORY     - Date     Condition        Report By
 BQ0456  HISTORY     - 1934     MONUMENTED       CGS
 BQ0456  HISTORY     - 1958     GOOD             AMS
 BQ0456  HISTORY     - 1965     GOOD             CGS
 BQ0456  HISTORY     - 1973     GOOD             TEXACO
 BQ0456
 BQ0456                          STATION DESCRIPTION
 BQ0456
 BQ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0456'THIRTY-FIVE MILES SOUTHEAST OF VAN HORN, ABOUT 1-1/2 MILES
 BQ0456'SOUTHEAST OF SNYDERS 66 RANCH, ABOUT 1/4 MILE SOUTH OF SNYDERS
 BQ0456'RANCH ROAD ON MESA, 35 YARDS SOUTHWEST OF THE NORTHEAST EDGE
 BQ0456'OF THE MESA AND 125 YARDS SOUTH OF THE NORTH EDGE.  THIS MESA
 BQ0456'IS THE HIGHEST POINT IN THE VICINITY AND LIES MIDWAY BETWEEN
 BQ0456'THE RIO GRANDE AND THE RIVER ROAD.
 BQ0456'
 BQ0456'TO REACH FROM SNYDERS 66 RANCH, GO 1.0 MILE EAST FROM THE POINT
 BQ0456'WHERE ROAD TO RANCH HOUSE ENTERS RIVER ROAD TO THE TOP OF A SHORT,
 BQ0456'STEEP GRADE.  AN OLD ROAD ENTERS FROM RIGHT AT THIS POINT.
 BQ0456'STATION IS ABOUT 1/4 MILE SOUTH ON MESA.
 BQ0456'
 BQ0456'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BQ0456'SET IN BOULDERS AS DESCRIBED.
 BQ0456'
 BQ0456'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION NEAR A ROCK CAIRN.
 BQ0456
 BQ0456                          STATION RECOVERY (1958)
 BQ0456
 BQ0456'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0456'STATION, REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.
 BQ0456'
 BQ0456'THE STATION IS ON THE HIGHEST POINT OF MESA.
 BQ0456'
 BQ0456'AZIMUTH MARK HAS BEEN DISTURBED.
 BQ0456
 BQ0456                          STATION RECOVERY (1965)
 BQ0456
 BQ0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LLM)
 BQ0456'LETTER DATED APRIL 2, 1965 SUBMITTED BY MR. L.L. MC GUIRE, RT 2
 BQ0456'MIDLOTHIAN, TEXAS, STATED--THE AZIMUTH MARK OF SNYDER HAS BEEN
 BQ0456'UPROOTED.
 BQ0456'
 BQ0456'NO INFORMATION WAS GIVEN ON THE CONDITION OF STATION AND
 BQ0456'REFERENCE MARKS.
 BQ0456
 BQ0456                          STATION RECOVERY (1973)
 BQ0456
 BQ0456'RECOVERY NOTE BY TEXACO INCORPORATED 1973 (BLE)
 BQ0456'SNYDER-GOOD
 BQ0456'
 BQ0456'R.M. NO. 1-GOOD
 BQ0456'
 BQ0456'R.M. NO. 2-GOOD
 BQ0456'
 BQ0456'AZIMUTH MARK-NOT SEARCH FOR
 BQ0456'
 BQ0456'NEW DESCRIPTION - FROM INTERSECTION OF U.S. HIGHWAY 80 AND U.S.
 BQ0456'HIGHWAY 90 IN VAN HORN, TEXAS GO SOUTH ON U.S. 90 FOR 21.2 MILES
 BQ0456'TO INTERSECTION WITH PAVED FARM TO MARKET HIGHWAY 2017, TURN
 BQ0456'RIGHT (WEST) ON FM 2017, AT 3.4 MILES, BEAR LEFT THROUGH CATTLE
 BQ0456'GUARD ON GRADED DIRT ROAD (FM 2017 TURNS TO RIGHT), AT 10.5
 BQ0456'MILES ROAD Y TAKE RIGHT FORK, AT 17.7 MILES ROAD Y TAKE LEFT
 BQ0456'FORK TO PORVENIR, AT 25.9 MILES ROAD Y TAKE RIGHT FORK UP
 BQ0456'NARROW RIDGE, AT 26.4 MILES A TRACK ROAD TURNS TO THE RIGHT,
 BQ0456'TURN RIGHT ON THIS TRACK ROAD WHICH IS ROUGH AND WINDING FOR
 BQ0456'0.5 MILES TO TOP OF HILL AND STATION.  AS ROAD COMES OUT ON
 BQ0456'TOP OF HILL STATION IS TO LEFT.  (4 WHEEL DRIVE VEHICLE
 BQ0456'IS NEEDED FOR THE LAST 0.5 MILES.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0830 ***********************************************************************
 CC0830  DESIGNATION -  SNYDER
 CC0830  PID         -  CC0830
 CC0830  STATE/COUNTY-  TX/REEVES
 CC0830  USGS QUAD   -  W T RANCH (1968)
 CC0830
 CC0830                         *CURRENT SURVEY CONTROL
 CC0830  ___________________________________________________________________
 CC0830* NAD 83(1993)-  31 34 05.31463(N)    103 54 31.14792(W)     ADJUSTED  
 CC0830* NAVD 88     -      1013.9    (meters)    3326.     (feet)  VERTCON   
 CC0830  ___________________________________________________________________
 CC0830  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CC0830  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 CC0830
 CC0830  HORZ ORDER  -  FIRST
 CC0830
 CC0830.The horizontal coordinates were established by classical geodetic methods
 CC0830.and adjusted by the National Geodetic Survey in February 1996..
 CC0830
 CC0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0830
 CC0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0830
 CC0830.The geoid height was determined by GEOID03.
 CC0830
 CC0830;                    North         East     Units Scale Factor Converg.
 CC0830;SPC TX C     - 3,216,246.278   360,665.004   MT  0.99993052   -1 50 29.4
 CC0830;SPC TX C     -10,551,968.00  1,183,281.77   sFT  0.99993052   -1 50 29.4
 CC0830;UTM  13      - 3,493,085.630   603,566.716   MT  0.99973229   +0 34 17.0
 CC0830
 CC0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0830!SPC TX C     -   0.99984473  x   0.99993052  =   0.99977526
 CC0830!UTM  13      -   0.99984473  x   0.99973229  =   0.99957706
 CC0830
 CC0830:                Primary Azimuth Mark                     Grid Az
 CC0830:SPC TX C     -  SNYDER AZ MK                             035 04 42.1
 CC0830:UTM  13      -  SNYDER AZ MK                             032 39 55.7
 CC0830
 CC0830|---------------------------------------------------------------------|
 CC0830| PID    Reference Object                     Distance      Geod. Az  |
 CC0830|                                                           dddmmss.s |
 CC0830| CI0519 SNYDER AZ MK                                       0331412.7 |
 CC0830| CI0520 SNYDER RM 1                          24.073 METERS 17813     |
 CC0830| CI0521 SNYDER RM                            20.510 METERS 27125     |
 CC0830|---------------------------------------------------------------------|
 CC0830
 CC0830                          SUPERSEDED SURVEY CONTROL
 CC0830
 CC0830  NAD 83(1986)-  31 34 05.31449(N)    103 54 31.14567(W) AD(       ) 1
 CC0830  NAD 27      -  31 34 04.85100(N)    103 54 29.45300(W) AD(       ) 1
 CC0830  NGVD 29 (07/19/86) 1013.5    (m)         3325.     (f) VERT ANG       
 CC0830
 CC0830.Superseded values are not recommended for survey control.
 CC0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0830.See file dsdata.txt to determine how the superseded data were derived.
 CC0830
 CC0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ0356793086(NAD 83)
 CC0830_MARKER: Z = SEE DESCRIPTION
 CC0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0830
 CC0830  HISTORY     - Date     Condition        Report By
 CC0830  HISTORY     - 1922     MONUMENTED       CGS
 CC0830  HISTORY     - 1931     GOOD             CGS
 CC0830  HISTORY     - 1943     GOOD             CGS
 CC0830
 CC0830                          STATION DESCRIPTION
 CC0830
 CC0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CC0830'EIGHTEEN MILES NW OF TOYAH, 19 MILES S OF ORLA, 4 MILES NW FROM
 CC0830'THE RANCH HOUSE OF JOE MACAVANE, 4 MILES S. 16 DEG W. OF THE H.T.
 CC0830'SNYDER RANCH HOUSE AND TWO WINDMILLS, 2 MILES N. 84 DEG W. FROM
 CC0830'THE FRED SNYDER RANCH HOUSE AND WINDMILL, 1 MILE N. 49 DEG W.
 CC0830'FROM A PROMINENT ROUND-TOPPED HILL ON WHICH IS AN INDIAN GRAVE,
 CC0830'AND ON TOP OF A FLAT-TOPPED HILL.  REACHED FROM THE FRED SNYDER
 CC0830'PLACE BY GOING W AROUND THE ROUND-TOPPED HILL ALONG A SLIGHTLY
 CC0830'USED ROAD UNTIL THE FIRST HILL TO THE RIGHT OR N IS SEEN ABOUT
 CC0830'THREE-FOURTHS MILE AWAY.
 CC0830'
 CC0830'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISK STATION MARKS IN
 CC0830'CONCRETE.
 CC0830'
 CC0830'REFERENCE MARK IS A BRONZE REFERENCE DISK IN CONCRETE,
 CC0830'20.515 METERS (67.31 FEET) FROM THE STATION.
 CC0830
 CC0830                          STATION RECOVERY (1943)
 CC0830
 CC0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0830'STATION IS LOCATED 18 MILES NW OF TOYAH, 19 MILES S OF ORLA, AND
 CC0830'3 MILES WSW OF THE W. B. BURCHESON RANCH HOUSE.  ON A RIDGE OF
 CC0830'ROLLING HILLS ON THE BURCHESON RANCH.
 CC0830'
 CC0830'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST,
 CC0830'AND FOUND IN GOOD CONDITION.  STAMPED SYNDER 1922.
 CC0830'
 CC0830'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 CC0830'POST PROJECTING 2 INCHES AND S OF THE STATION.  STAMPED SNYDER
 CC0830'NO 1 1943.
 CC0830'
 CC0830'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN TOP OF A
 CC0830'CONCRETE POST AND SET FLUSH WITH THE GROUND W OF THE STATION.
 CC0830'NO STAMPING ON THE MARK.
 CC0830'
 CC0830'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 CC0830'FLUSH WITH THE GROUND.  IT IS ABOUT 3 MILES NNE OF STATION, ABOUT
 CC0830'300 YARDS S OF THE BURCHESON RANCH HOUSE AND 42 FEET W OF TRACK
 CC0830'ROAD LEADING TO STATION, NEAR POINT WHERE MAKING SHARP LEFT-HAND
 CC0830'FORK.  STAMPED SNYDER 1943.
 CC0830'
 CC0830'TO REACH FROM ORLA, GO S ON U.S. HIGHWAY 285 FOR 10.6 MILES
 CC0830'TO A ROAD LEADING RIGHT THROUGH A GATE AND SIGNS, TOYAH W.T.
 CC0830'RANCH AND WID BURCHESON.  THIS GATE IS 28 MILES NW OF PECOS
 CC0830'AND 10.6 MILES NW OF THE MENTONE HIGHWAY JUNCTION.  TURN RIGHT
 CC0830'W THROUGH THIS GATE AND FOLLOW DIRT ROAD 2.6 MILES TO A
 CC0830'T-JUNCTION WITH THE OLD ORLA-TOYAH HIGHWAY (NOW ABANDONED TO THE
 CC0830'NORTH).  TURN LEFT ALONG THIS ROAD 0.3 MILE TO SIGNS TOYAH
 CC0830'AND W.T. RANCH NEAR WINDMILL.  HERE FOLLOW ROAD TO RIGHT, AS
 CC0830'PER SIGNS, AND CONTINUE ALONG ROAD W 5.7 MILES TO FORK.
 CC0830'TAKE RIGHT FORK, LEAVING THE TOYAH, 0.2 MILE TO ROAD
 CC0830'LEADING BACK SHARP LEFT ABOUT 1/4 MILE BEFORE REACHING THE
 CC0830'BURCHESON RANCH HOUSE.  TURN LEFT AND FOLLOW THIS WINDING
 CC0830'ROAD 1.1 MILES TO A FORK, TAKE RIGHT FORK 0.7 MILE TO A GATE.
 CC0830'GO THROUGH THIS GATE 0.1 MILE TO ANOTHER GATE.  PASS THROUGH
 CC0830'THIS GATE AND FOLLOW ROAD SW 1.5 MILES TO TOP OF HILL AND
 CC0830'STATION.  STATION IS ABOUT 50 FEET TO THE RIGHT OR W OF THE
 CC0830'ROAD.  A DRIVE STATION.
 CC0830'
 CC0830'ALL MARKS WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1023 ***********************************************************************
 CU1023  DESIGNATION -  SNYDER BELL TEL CO MICROWAVE
 CU1023  PID         -  CU1023
 CU1023  STATE/COUNTY-  TX/SCURRY
 CU1023  USGS QUAD   -  SNYDER (1979)
 CU1023
 CU1023                         *CURRENT SURVEY CONTROL
 CU1023  ___________________________________________________________________
 CU1023* NAD 83(1993)-  32 44 20.33286(N)    100 54 07.68694(W)     ADJUSTED  
 CU1023* NAVD 88     -                                                        
 CU1023  ___________________________________________________________________
 CU1023  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 CU1023  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CU1023
 CU1023  HORZ ORDER  -  THIRD
 CU1023
 CU1023.The horizontal coordinates were established by classical geodetic methods
 CU1023.and adjusted by the National Geodetic Survey in February 1996..
 CU1023
 CU1023
 CU1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1023
 CU1023.The geoid height was determined by GEOID03.
 CU1023
 CU1023;                    North         East     Units Scale Factor Converg.
 CU1023;SPC TXNC     - 2,121,482.554   374,899.032   MT  0.99988742   -1 18 36.4
 CU1023;SPC TXNC     - 6,960,230.68  1,229,981.24   sFT  0.99988742   -1 18 36.4
 CU1023;UTM  14      - 3,623,951.294   321,775.394   MT  0.99999168   -1 01 44.3
 CU1023
 CU1023                          SUPERSEDED SURVEY CONTROL
 CU1023
 CU1023  NAD 83(1986)-  32 44 20.33790(N)    100 54 07.67701(W) AD(       ) 4
 CU1023  NAD 27      -  32 44 19.94959(N)    100 54 06.25086(W) AD(       ) 3
 CU1023
 CU1023.Superseded values are not recommended for survey control.
 CU1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1023.See file dsdata.txt to determine how the superseded data were derived.
 CU1023
 CU1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2177523951(NAD 83)
 CU1023_MARKER: 44 = MICROWAVE MAST
 CU1023
 CU1023  HISTORY     - Date     Condition        Report By
 CU1023  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1023
 CU1023                          STATION DESCRIPTION
 CU1023
 CU1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1023'IT IS A LACED STEEL MAST, PAINTED RED AND WHITE AND IS ABOUT
 CU1023'300 FEET HIGH.  THE POINT INTERSECTED WAS THE TOP-CENTER OF
 CU1023'THE MAST.
 CU1023'
 CU1023'TO REACH FROM THE COURT HOUSE IN SNYDER, GO NORTH ON STATE HIGHWAY
 CU1023'208 FOR 0.8 MILE TO 13TH STREET, TURN RIGHT AND GO EAST ON 13TH
 CU1023'STREET FOR 0.9 MILE TO A T-ROAD, TURN LEFT AND GO NORTH ON
 CU1023'AVENUE E FOR 0.35 MILE TO A PAVED ROAD RIGHT AT THE NORTHWEST
 CU1023'CORNER OF A CEMETERY, CONTINUE NORTH ON AVENUE E FOR ABOUT 0.4
 CU1023'MILE TO THE MICROWAVE ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1035 ***********************************************************************
 CU1035  DESIGNATION -  SNYDER COMMERCIAL ENGR CO MAST
 CU1035  PID         -  CU1035
 CU1035  STATE/COUNTY-  TX/SCURRY
 CU1035  USGS QUAD   -  BRAND (1954)
 CU1035
 CU1035                         *CURRENT SURVEY CONTROL
 CU1035  ___________________________________________________________________
 CU1035* NAD 83(1993)-  32 45 34.71040(N)    100 54 47.23449(W)     ADJUSTED  
 CU1035* NAVD 88     -                                                        
 CU1035  ___________________________________________________________________
 CU1035  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 CU1035  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CU1035
 CU1035  HORZ ORDER  -  THIRD
 CU1035
 CU1035.The horizontal coordinates were established by classical geodetic methods
 CU1035.and adjusted by the National Geodetic Survey in February 1996..
 CU1035
 CU1035
 CU1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1035
 CU1035.The geoid height was determined by GEOID03.
 CU1035
 CU1035;                    North         East     Units Scale Factor Converg.
 CU1035;SPC TXNC     - 2,123,796.524   373,922.402   MT  0.99988553   -1 18 58.0
 CU1035;SPC TXNC     - 6,967,822.43  1,226,777.08   sFT  0.99988553   -1 18 58.0
 CU1035;UTM  14      - 3,626,260.696   320,787.327   MT  0.99999604   -1 02 07.8
 CU1035
 CU1035                          SUPERSEDED SURVEY CONTROL
 CU1035
 CU1035  NAD 83(1993)-  32 45 34.71557(N)    100 54 47.22536(W) AD(       ) 4
 CU1035  NAD 83(1986)-  32 45 34.71545(N)    100 54 47.22449(W) AD(       ) 4
 CU1035  NAD 27      -  32 45 34.33380(N)    100 54 45.79481(W) AD(       ) 3
 CU1035
 CU1035.Superseded values are not recommended for survey control.
 CU1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1035.See file dsdata.txt to determine how the superseded data were derived.
 CU1035
 CU1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2078726261(NAD 83)
 CU1035
 CU1035  HISTORY     - Date     Condition        Report By
 CU1035  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1035
 CU1035                          STATION DESCRIPTION
 CU1035
 CU1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1035'IT IS A LACED, STEEL STRUCTURE, PAINTED RED AND WHITE
 CU1035'AND IS ABOUT 200 FEET HIGH.  THE POINT INTERSECTED WAS THE
 CU1035'TOP-CENTER OF MAST.
 CU1035'
 CU1035'IT IS LOCATED IN THE NORTH EDGE OF SNYDER AND ABOUT 1/4
 CU1035'MILE EAST OF STATE HIGHWAY 208.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1021 ***********************************************************************
 CU1021  DESIGNATION -  SNYDER E MUN TANK
 CU1021  PID         -  CU1021
 CU1021  STATE/COUNTY-  TX/SCURRY
 CU1021  USGS QUAD   -  SNYDER (1979)
 CU1021
 CU1021                         *CURRENT SURVEY CONTROL
 CU1021  ___________________________________________________________________
 CU1021* NAD 83(1993)-  32 43 03.84190(N)    100 53 42.66284(W)     ADJUSTED  
 CU1021* NAVD 88     -                                                        
 CU1021  ___________________________________________________________________
 CU1021  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 CU1021  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CU1021
 CU1021  HORZ ORDER  -  THIRD
 CU1021
 CU1021.The horizontal coordinates were established by classical geodetic methods
 CU1021.and adjusted by the National Geodetic Survey in February 1996..
 CU1021
 CU1021
 CU1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1021
 CU1021.The geoid height was determined by GEOID03.
 CU1021
 CU1021;                    North         East     Units Scale Factor Converg.
 CU1021;SPC TXNC     - 2,119,112.218   375,496.588   MT  0.99988950   -1 18 22.8
 CU1021;SPC TXNC     - 6,952,454.00  1,231,941.72   sFT  0.99988950   -1 18 22.8
 CU1021;UTM  14      - 3,621,583.680   322,384.648   MT  0.99998901   -1 01 28.6
 CU1021
 CU1021                          SUPERSEDED SURVEY CONTROL
 CU1021
 CU1021  NAD 83(1986)-  32 43 03.84700(N)    100 53 42.65286(W) AD(       ) 4
 CU1021  NAD 27      -  32 43 03.45521(N)    100 53 41.22815(W) AD(       ) 3
 CU1021
 CU1021.Superseded values are not recommended for survey control.
 CU1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1021.See file dsdata.txt to determine how the superseded data were derived.
 CU1021
 CU1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2238521584(NAD 83)
 CU1021_MARKER: 53 = ELEVATED TANK
 CU1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU1021+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 CU1021
 CU1021  HISTORY     - Date     Condition        Report By
 CU1021  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1021  HISTORY     - 20030719 GOOD             USPSQD
 CU1021
 CU1021                          STATION DESCRIPTION
 CU1021
 CU1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1021'IT IS A STEEL TANK SUPPORTED BY FOUR STRUCTURAL STEEL LEGS,
 CU1021'PAINTED SILVER AND IS ABOUT 115 FEET HIGH.  THE POINT
 CU1021'INTERSECTED IS THE TOP-CENTER OF THE TANK.
 CU1021'
 CU1021'IT IS LOCATED NEAR THE INTERSECTION OF AVENUE B BETWEEN 24TH
 CU1021'AND 25TH STREET IN SNYDER.
 CU1021
 CU1021                          STATION RECOVERY (2003)
 CU1021
 CU1021'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CU1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1033 ***********************************************************************
 CU1033  DESIGNATION -  SNYDER FAA MICROWAVE
 CU1033  PID         -  CU1033
 CU1033  STATE/COUNTY-  TX/SCURRY
 CU1033  USGS QUAD   -  BRAND (1954)
 CU1033
 CU1033                         *CURRENT SURVEY CONTROL
 CU1033  ___________________________________________________________________
 CU1033* NAD 83(1993)-  32 46 40.16993(N)    100 53 25.68548(W)     ADJUSTED  
 CU1033* NAVD 88     -                                                        
 CU1033  ___________________________________________________________________
 CU1033  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 CU1033  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CU1033
 CU1033  HORZ ORDER  -  THIRD
 CU1033
 CU1033.The horizontal coordinates were established by classical geodetic methods
 CU1033.and adjusted by the National Geodetic Survey in February 1996..
 CU1033
 CU1033
 CU1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1033
 CU1033.The geoid height was determined by GEOID03.
 CU1033
 CU1033;                    North         East     Units Scale Factor Converg.
 CU1033;SPC TXNC     - 2,125,763.773   376,090.151   MT  0.99988397   -1 18 13.5
 CU1033;SPC TXNC     - 6,974,276.65  1,233,889.10   sFT  0.99988397   -1 18 13.5
 CU1033;UTM  14      - 3,628,238.738   322,945.655   MT  0.99998655   -1 01 25.4
 CU1033
 CU1033                          SUPERSEDED SURVEY CONTROL
 CU1033
 CU1033  NAD 83(1993)-  32 46 40.17527(N)    100 53 25.67659(W) AD(       ) 4
 CU1033  NAD 83(1986)-  32 46 40.17485(N)    100 53 25.67545(W) AD(       ) 4
 CU1033  NAD 27      -  32 46 39.78956(N)    100 53 24.24929(W) AD(       ) 3
 CU1033
 CU1033.Superseded values are not recommended for survey control.
 CU1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1033.See file dsdata.txt to determine how the superseded data were derived.
 CU1033
 CU1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2294628239(NAD 83)
 CU1033_MARKER: 44 = MICROWAVE MAST
 CU1033
 CU1033  HISTORY     - Date     Condition        Report By
 CU1033  HISTORY     - 1968     FIRST OBSERVED   FAA
 CU1033
 CU1033                          STATION DESCRIPTION
 CU1033
 CU1033'DESCRIBED BY FEDERAL AVIATION ADMINISTRATION 1968 (CAA)
 CU1033'IT IS A LACED STEEL STRUCTURE PAINTED RED AND WHITE AND IS
 CU1033'ABOUT 200 FEET HIGH.  IT HAS TWO FANS NEAR THE TOP.  THE POINT
 CU1033'INTERSECTED IS THE TOP-CENTER OF THE MAST.
 CU1033'
 CU1033'TO REACH FROM THE JUNCTION OF AVENUE S AND U.S. HIGHWAY 84
 CU1033'BYPASS IN THE NORTH PART OF SNYDER, GO NORTH ON AVENUE S FOR 2.6
 CU1033'MILES TO A CROSSROAD, TURN RIGHT AND GO EAST ON A PAVED ROAD FOR
 CU1033'1.0 MILE TO A PAVED SIDE ROAD RIGHT, CONTINUE EAST ON THE ROAD FOR
 CU1033'0.4 MILE TO THE MAST ON THE LEFT, NORTH SIDE OF THE ROAD.  IT
 CU1033'IS LOCATED ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1039 ***********************************************************************
 CU1039  DESIGNATION -  SNYDER HALLIBURTON CO MAST
 CU1039  PID         -  CU1039
 CU1039  STATE/COUNTY-  TX/SCURRY
 CU1039  USGS QUAD   -  BRAND (1954)
 CU1039
 CU1039                         *CURRENT SURVEY CONTROL
 CU1039  ___________________________________________________________________
 CU1039* NAD 83(1993)-  32 47 30.05058(N)    100 57 41.79019(W)     ADJUSTED  
 CU1039* NAVD 88     -                                                        
 CU1039  ___________________________________________________________________
 CU1039  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 CU1039  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CU1039
 CU1039  HORZ ORDER  -  THIRD
 CU1039
 CU1039.The horizontal coordinates were established by classical geodetic methods
 CU1039.and adjusted by the National Geodetic Survey in February 1996..
 CU1039
 CU1039
 CU1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1039
 CU1039.The geoid height was determined by GEOID03.
 CU1039
 CU1039;                    North         East     Units Scale Factor Converg.
 CU1039;SPC TXNC     - 2,127,453.665   369,463.807   MT  0.99988285   -1 20 33.2
 CU1039;SPC TXNC     - 6,979,820.90  1,212,149.17   sFT  0.99988285   -1 20 33.2
 CU1039;UTM  14      - 3,629,896.429   316,310.352   MT  1.00001607   -1 03 45.6
 CU1039
 CU1039                          SUPERSEDED SURVEY CONTROL
 CU1039
 CU1039  NAD 83(1993)-  32 47 30.05521(N)    100 57 41.78170(W) AD(       ) 4
 CU1039  NAD 83(1986)-  32 47 30.05577(N)    100 57 41.78027(W) AD(       ) 4
 CU1039  NAD 27      -  32 47 29.67291(N)    100 57 40.34605(W) AD(       ) 3
 CU1039
 CU1039.Superseded values are not recommended for survey control.
 CU1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1039.See file dsdata.txt to determine how the superseded data were derived.
 CU1039
 CU1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1631029896(NAD 83)
 CU1039
 CU1039  HISTORY     - Date     Condition        Report By
 CU1039  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1039
 CU1039                          STATION DESCRIPTION
 CU1039
 CU1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1039'IT IS A LACED STEEL STRUCTURE PAINTED RED AND WHITE AND IS 280
 CU1039'FEET HIGH.  THE POINT INTERSECTED IS THE TOP-CENTER OF THE MAST.
 CU1039'
 CU1039'IT IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST OF SNYDER,
 CU1039'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 84 AND FARM ROAD 1611.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1024 ***********************************************************************
 CU1024  DESIGNATION -  SNYDER N MUN TANK
 CU1024  PID         -  CU1024
 CU1024  STATE/COUNTY-  TX/SCURRY
 CU1024  USGS QUAD   -  SNYDER (1979)
 CU1024
 CU1024                         *CURRENT SURVEY CONTROL
 CU1024  ___________________________________________________________________
 CU1024* NAD 83(1993)-  32 44 15.54892(N)    100 55 03.60296(W)     ADJUSTED  
 CU1024* NAVD 88     -                                                        
 CU1024  ___________________________________________________________________
 CU1024  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 CU1024  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CU1024
 CU1024  HORZ ORDER  -  THIRD
 CU1024
 CU1024.The horizontal coordinates were established by classical geodetic methods
 CU1024.and adjusted by the National Geodetic Survey in February 1996..
 CU1024
 CU1024
 CU1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1024
 CU1024.The geoid height was determined by GEOID03.
 CU1024
 CU1024;                    North         East     Units Scale Factor Converg.
 CU1024;SPC TXNC     - 2,121,368.627   373,440.392   MT  0.99988755   -1 19 06.9
 CU1024;SPC TXNC     - 6,959,856.90  1,225,195.69   sFT  0.99988755   -1 19 06.9
 CU1024;UTM  14      - 3,623,830.196   320,317.175   MT  0.99999812   -1 02 14.4
 CU1024
 CU1024                          SUPERSEDED SURVEY CONTROL
 CU1024
 CU1024  NAD 83(1986)-  32 44 15.55400(N)    100 55 03.59301(W) AD(       ) 4
 CU1024  NAD 27      -  32 44 15.16439(N)    100 55 02.16576(W) AD(       ) 3
 CU1024
 CU1024.Superseded values are not recommended for survey control.
 CU1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1024.See file dsdata.txt to determine how the superseded data were derived.
 CU1024
 CU1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2031723830(NAD 83)
 CU1024_MARKER: 53 = ELEVATED TANK
 CU1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU1024+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 CU1024
 CU1024  HISTORY     - Date     Condition        Report By
 CU1024  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1024  HISTORY     - 20030719 GOOD             USPSQD
 CU1024
 CU1024                          STATION DESCRIPTION
 CU1024
 CU1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1024'IT IS A STEEL TANK SUPPORTED BY FOUR STRUCTURAL STEEL LEGS,
 CU1024'PAINTED SILVER AND IS ABOUT 115 FEET HIGH.  THE POINT
 CU1024'INTERSECTED IS THE TOP-CENTER OF THE TANK.
 CU1024'
 CU1024'IT IS LOCATED NEAR THE INTERSECTION OF 4TH STREET AND AVENUE
 CU1024'S IN SNYDER.
 CU1024
 CU1024                          STATION RECOVERY (2003)
 CU1024
 CU1024'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CU1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1026 ***********************************************************************
 CU1026  DESIGNATION -  SNYDER RAD STA KNSY MAST
 CU1026  PID         -  CU1026
 CU1026  STATE/COUNTY-  TX/SCURRY
 CU1026  USGS QUAD   -  SNYDER (1979)
 CU1026
 CU1026                         *CURRENT SURVEY CONTROL
 CU1026  ___________________________________________________________________
 CU1026* NAD 83(1993)-  32 43 24.23725(N)    100 56 18.57086(W)     ADJUSTED  
 CU1026* NAVD 88     -                                                        
 CU1026  ___________________________________________________________________
 CU1026  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 CU1026  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU1026
 CU1026  HORZ ORDER  -  THIRD
 CU1026
 CU1026.The horizontal coordinates were established by classical geodetic methods
 CU1026.and adjusted by the National Geodetic Survey in February 1996..
 CU1026
 CU1026
 CU1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1026
 CU1026.The geoid height was determined by GEOID03.
 CU1026
 CU1026;                    North         East     Units Scale Factor Converg.
 CU1026;SPC TXNC     - 2,119,833.653   371,452.602   MT  0.99988893   -1 19 47.8
 CU1026;SPC TXNC     - 6,954,820.91  1,218,674.08   sFT  0.99988893   -1 19 47.8
 CU1026;UTM  14      - 3,622,285.298   318,336.723   MT  1.00000694   -1 02 53.5
 CU1026
 CU1026                          SUPERSEDED SURVEY CONTROL
 CU1026
 CU1026  NAD 83(1986)-  32 43 24.24230(N)    100 56 18.56104(W) AD(       ) 4
 CU1026  NAD 27      -  32 43 23.85177(N)    100 56 17.13272(W) AD(       ) 3
 CU1026
 CU1026.Superseded values are not recommended for survey control.
 CU1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1026.See file dsdata.txt to determine how the superseded data were derived.
 CU1026
 CU1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1833722285(NAD 83)
 CU1026_MARKER: 42 = RADIO/TV MAST
 CU1026
 CU1026  HISTORY     - Date     Condition        Report By
 CU1026  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1026
 CU1026                          STATION DESCRIPTION
 CU1026
 CU1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1026'IT IS A LACED, STEEL STRUCTURE, PAINTED RED AND WHITE AND
 CU1026'IS 209 FEET HIGH.  THE POINT INTERSECTED IS THE TOP-CENTER
 CU1026'OF THE MAST.
 CU1026'
 CU1026'IT IS LOCATED 0.25 MILE NORTH OF THE INTERSECTION OF LAMESA
 CU1026'HIGHWAY AND KNSY DRIVE WHICH IS ABOUT 1-1/2 MILES WEST OF THE
 CU1026'SNYDER BUSINESS DISTRICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1025 ***********************************************************************
 CU1025  DESIGNATION -  SNYDER S MUN TANK
 CU1025  PID         -  CU1025
 CU1025  STATE/COUNTY-  TX/SCURRY
 CU1025  USGS QUAD   -  SNYDER (1979)
 CU1025
 CU1025                         *CURRENT SURVEY CONTROL
 CU1025  ___________________________________________________________________
 CU1025* NAD 83(1993)-  32 42 37.14584(N)    100 55 36.91111(W)     ADJUSTED  
 CU1025* NAVD 88     -                                                        
 CU1025  ___________________________________________________________________
 CU1025  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 CU1025  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CU1025
 CU1025  HORZ ORDER  -  THIRD
 CU1025
 CU1025.The horizontal coordinates were established by classical geodetic methods
 CU1025.and adjusted by the National Geodetic Survey in February 1996..
 CU1025
 CU1025
 CU1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1025
 CU1025.The geoid height was determined by GEOID03.
 CU1025
 CU1025;                    North         East     Units Scale Factor Converg.
 CU1025;SPC TXNC     - 2,118,358.415   372,503.501   MT  0.99989026   -1 19 25.1
 CU1025;SPC TXNC     - 6,949,980.90  1,222,121.90   sFT  0.99989026   -1 19 25.1
 CU1025;UTM  14      - 3,620,815.079   319,394.990   MT  1.00000222   -1 02 29.7
 CU1025
 CU1025                          SUPERSEDED SURVEY CONTROL
 CU1025
 CU1025  NAD 83(1986)-  32 42 37.15095(N)    100 55 36.90117(W) AD(       ) 4
 CU1025  NAD 27      -  32 42 36.75870(N)    100 55 35.47381(W) AD(       ) 3
 CU1025
 CU1025.Superseded values are not recommended for survey control.
 CU1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1025.See file dsdata.txt to determine how the superseded data were derived.
 CU1025
 CU1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1939520815(NAD 83)
 CU1025_MARKER: 53 = ELEVATED TANK
 CU1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU1025+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 CU1025
 CU1025  HISTORY     - Date     Condition        Report By
 CU1025  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1025  HISTORY     - 20030719 GOOD             USPSQD
 CU1025
 CU1025                          STATION DESCRIPTION
 CU1025
 CU1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1025'IT IS A STEEL TANK SUPPORTED BY FOUR STRUCTURAL STEEL LEGS, PAINTED
 CU1025'SILVER AND IS ABOUT 115 FEET HIGH.  THE POINT INTERSECTED IS THE
 CU1025'TOP-CENTER OF THE TANK.
 CU1025'
 CU1025'IT IS LOCATED AT THE INTERSECTION OF 32TH STREET AND AVENUE I IN
 CU1025'SNYDER.
 CU1025
 CU1025                          STATION RECOVERY (2003)
 CU1025
 CU1025'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CU1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1022 ***********************************************************************
 CU1022  DESIGNATION -  SNYDER STATE HWY MAST
 CU1022  PID         -  CU1022
 CU1022  STATE/COUNTY-  TX/SCURRY
 CU1022  USGS QUAD   -  SNYDER (1979)
 CU1022
 CU1022                         *CURRENT SURVEY CONTROL
 CU1022  ___________________________________________________________________
 CU1022* NAD 83(1993)-  32 42 55.48652(N)    100 53 56.44190(W)     ADJUSTED  
 CU1022* NAVD 88     -                                                        
 CU1022  ___________________________________________________________________
 CU1022  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 CU1022  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CU1022
 CU1022  HORZ ORDER  -  THIRD
 CU1022
 CU1022.The horizontal coordinates were established by classical geodetic methods
 CU1022.and adjusted by the National Geodetic Survey in February 1996..
 CU1022
 CU1022
 CU1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1022
 CU1022.The geoid height was determined by GEOID03.
 CU1022
 CU1022;                    North         East     Units Scale Factor Converg.
 CU1022;SPC TXNC     - 2,118,863.109   375,132.016   MT  0.99988973   -1 18 30.3
 CU1022;SPC TXNC     - 6,951,636.72  1,230,745.62   sFT  0.99988973   -1 18 30.3
 CU1022;UTM  14      - 3,621,332.756   322,021.269   MT  0.99999060   -1 01 35.8
 CU1022
 CU1022                          SUPERSEDED SURVEY CONTROL
 CU1022
 CU1022  NAD 83(1986)-  32 42 55.49150(N)    100 53 56.43206(W) AD(       ) 4
 CU1022  NAD 27      -  32 42 55.09903(N)    100 53 55.00686(W) AD(       ) 3
 CU1022
 CU1022.Superseded values are not recommended for survey control.
 CU1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1022.See file dsdata.txt to determine how the superseded data were derived.
 CU1022
 CU1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2202121333(NAD 83)
 CU1022
 CU1022  HISTORY     - Date     Condition        Report By
 CU1022  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1022
 CU1022                          STATION DESCRIPTION
 CU1022
 CU1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1022'IT IS A THREE LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE AND IS
 CU1022'155 FEET HIGH.  THE POINT INTERSECTED IS THE TOP-CENTER OF THE
 CU1022'STRUCTURE.
 CU1022'
 CU1022'IT IS LOCATED ON THE EAST SIDE OF THE STATE HIGHWAY MAINTENANCE
 CU1022'BUILDING WHICH IS ABOUT 1 MILE EAST OF THE COURTHOUSE SQUARE IN
 CU1022'SNYDER ON U.S. HIGHWAY 180 (BUSINESS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1038 ***********************************************************************
 CU1038  DESIGNATION -  SNYDER SUNRAY OIL CO STACK
 CU1038  PID         -  CU1038
 CU1038  STATE/COUNTY-  TX/SCURRY
 CU1038  USGS QUAD   -  BRAND (1954)
 CU1038
 CU1038                         *CURRENT SURVEY CONTROL
 CU1038  ___________________________________________________________________
 CU1038* NAD 83(1993)-  32 45 06.34070(N)    100 57 31.53632(W)     ADJUSTED  
 CU1038* NAVD 88     -                                                        
 CU1038  ___________________________________________________________________
 CU1038  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 CU1038  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CU1038
 CU1038  HORZ ORDER  -  THIRD
 CU1038
 CU1038.The horizontal coordinates were established by classical geodetic methods
 CU1038.and adjusted by the National Geodetic Survey in February 1996..
 CU1038
 CU1038
 CU1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1038
 CU1038.The geoid height was determined by GEOID03.
 CU1038
 CU1038;                    North         East     Units Scale Factor Converg.
 CU1038;SPC TXNC     - 2,123,022.063   369,626.915   MT  0.99988624   -1 20 27.6
 CU1038;SPC TXNC     - 6,965,281.55  1,212,684.30   sFT  0.99988624   -1 20 27.6
 CU1038;UTM  14      - 3,625,465.097   316,495.173   MT  1.00001523   -1 03 36.0
 CU1038
 CU1038                          SUPERSEDED SURVEY CONTROL
 CU1038
 CU1038  NAD 83(1993)-  32 45 06.34536(N)    100 57 31.52767(W) AD(       ) 4
 CU1038  NAD 83(1986)-  32 45 06.34577(N)    100 57 31.52637(W) AD(       ) 4
 CU1038  NAD 27      -  32 45 05.95944(N)    100 57 30.09422(W) AD(       ) 3
 CU1038
 CU1038.Superseded values are not recommended for survey control.
 CU1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1038.See file dsdata.txt to determine how the superseded data were derived.
 CU1038
 CU1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1649525465(NAD 83)
 CU1038_MARKER: 63 = STACK
 CU1038
 CU1038  HISTORY     - Date     Condition        Report By
 CU1038  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1038
 CU1038                          STATION DESCRIPTION
 CU1038
 CU1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1038'IT IS A METAL STACK PAINTED SILVER AND IS ABOUT 50 FEET HIGH.  THE
 CU1038'POINT INTERSECTED IS THE TOP-CENTER OF THE STACK.  THERE ARE
 CU1038'SEVERAL STACKS IN THE AREA BUT IT IS THE TALLEST STACK.
 CU1038'
 CU1038'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD 1611
 CU1038'WHICH IS ABOUT 3 MILES WEST OF SNYDER, GO NORTH ON FARM ROAD 1611
 CU1038'FOR 1.6 MILES TO THE PLANT AND STACK ABOUT 500 FEET EAST OF THE
 CU1038'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1027 ***********************************************************************
 CU1027  DESIGNATION -  SNYDER SW MUN TANK
 CU1027  PID         -  CU1027
 CU1027  STATE/COUNTY-  TX/SCURRY
 CU1027  USGS QUAD   -  SNYDER (1979)
 CU1027
 CU1027                         *CURRENT SURVEY CONTROL
 CU1027  ___________________________________________________________________
 CU1027* NAD 83(1993)-  32 42 08.08386(N)    100 56 28.15881(W)     ADJUSTED  
 CU1027* NAVD 88     -                                                        
 CU1027  ___________________________________________________________________
 CU1027  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CU1027  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU1027
 CU1027  HORZ ORDER  -  THIRD
 CU1027
 CU1027.The horizontal coordinates were established by classical geodetic methods
 CU1027.and adjusted by the National Geodetic Survey in February 1996..
 CU1027
 CU1027
 CU1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1027
 CU1027.The geoid height was determined by GEOID03.
 CU1027
 CU1027;                    North         East     Units Scale Factor Converg.
 CU1027;SPC TXNC     - 2,117,494.407   371,148.525   MT  0.99989110   -1 19 53.0
 CU1027;SPC TXNC     - 6,947,146.23  1,217,676.45   sFT  0.99989110   -1 19 53.0
 CU1027;UTM  14      - 3,619,944.309   318,044.131   MT  1.00000826   -1 02 56.6
 CU1027
 CU1027                          SUPERSEDED SURVEY CONTROL
 CU1027
 CU1027  NAD 83(1986)-  32 42 08.08893(N)    100 56 28.14909(W) AD(       ) 4
 CU1027  NAD 27      -  32 42 07.69657(N)    100 56 26.72020(W) AD(       ) 3
 CU1027
 CU1027.Superseded values are not recommended for survey control.
 CU1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1027.See file dsdata.txt to determine how the superseded data were derived.
 CU1027
 CU1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1804419944(NAD 83)
 CU1027_MARKER: 53 = ELEVATED TANK
 CU1027
 CU1027  HISTORY     - Date     Condition        Report By
 CU1027  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1027
 CU1027                          STATION DESCRIPTION
 CU1027
 CU1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1027'IT IS A STEEL TANK SUPPORTED BY EIGHT STEEL LEGS, IS PAINTED SILVER
 CU1027'AND IS ABOUT 115 FEET HIGH.  THE POINT INTERSECTED IS THE
 CU1027'TOP-CENTER OF THE TANK.  NOTE--THERE IS ANOTHER WATER TANK ABOUT
 CU1027'100 FEET EAST THAT IS SMALLER IN SIZE BUT IS SLIGHTLY HIGHER.
 CU1027'
 CU1027'IT IS THE LARGEST ONE OF TWO TANKS AND IS LOCATED AT 40TH STREET
 CU1027'AND MIDLAND AVENUE IN SOUTHWEST SECTION OF SNYDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1029 ***********************************************************************
 CU1029  DESIGNATION -  SNYDER WINSTON APT BEACON
 CU1029  PID         -  CU1029
 CU1029  STATE/COUNTY-  TX/SCURRY
 CU1029  USGS QUAD   -  SNYDER (1979)
 CU1029
 CU1029                         *CURRENT SURVEY CONTROL
 CU1029  ___________________________________________________________________
 CU1029* NAD 83(1993)-  32 42 01.38972(N)    100 57 02.16968(W)     ADJUSTED  
 CU1029* NAVD 88     -                                                        
 CU1029  ___________________________________________________________________
 CU1029  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 CU1029  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU1029
 CU1029  HORZ ORDER  -  THIRD
 CU1029
 CU1029.This mark is at Winston Fld (SNK) Airport (SNK)
 CU1029
 CU1029.The horizontal coordinates were established by classical geodetic methods
 CU1029.and adjusted by the National Geodetic Survey in February 1996..
 CU1029
 CU1029
 CU1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1029
 CU1029.The geoid height was determined by GEOID03.
 CU1029
 CU1029;                    North         East     Units Scale Factor Converg.
 CU1029;SPC TXNC     - 2,117,308.891   370,258.203   MT  0.99989130   -1 20 11.6
 CU1029;SPC TXNC     - 6,946,537.59  1,214,755.45   sFT  0.99989130   -1 20 11.6
 CU1029;UTM  14      - 3,619,754.384   317,154.628   MT  1.00001226   -1 03 14.8
 CU1029
 CU1029                          SUPERSEDED SURVEY CONTROL
 CU1029
 CU1029  NAD 83(1986)-  32 42 01.39476(N)    100 57 02.15997(W) AD(       ) 4
 CU1029  NAD 27      -  32 42 01.00178(N)    100 57 00.73321(W) AD(       ) 3
 CU1029
 CU1029.Superseded values are not recommended for survey control.
 CU1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1029.See file dsdata.txt to determine how the superseded data were derived.
 CU1029
 CU1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1715519754(NAD 83)
 CU1029_MARKER: 21 = AIRPORT BEACON
 CU1029
 CU1029  HISTORY     - Date     Condition        Report By
 CU1029  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1029
 CU1029                          STATION DESCRIPTION
 CU1029
 CU1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1029'IT IS A ROTATING LIGHT SET ATOP A FOUR LEGGED STEEL STRUCTURE
 CU1029'WHICH IS UNPAINTED AND IS ABOUT 50 FEET HIGH.  THE POINT
 CU1029'INTERSECTED IS THE ROTATING LIGHT AT THE TOP OF THE STRUCTURE.
 CU1029'
 CU1029'IT IS LOCATED ON THE WEST SIDE OF THE RUNWAY AT THE WINSTON
 CU1029'AIRPORT WHICH IS ABOUT 3.0 MILES SOUTHWEST OF BUSINESS DISTRICT IN
 CU1029'SNYDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1697 ***********************************************************************
 AH1697  DESIGNATION -  SO 050
 AH1697  PID         -  AH1697
 AH1697  STATE/COUNTY-  TX/NUECES
 AH1697  USGS QUAD   -  OSO CREEK NE (1975)
 AH1697
 AH1697                         *CURRENT SURVEY CONTROL
 AH1697  ___________________________________________________________________
 AH1697* NAD 83(1993)-  27 40 52.67167(N)    097 16 29.80394(W)     ADJUSTED  
 AH1697* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 AH1697  ___________________________________________________________________
 AH1697  X           -    -715,742.266 (meters)                     COMP
 AH1697  Y           -  -5,606,694.039 (meters)                     COMP
 AH1697  Z           -   2,945,265.776 (meters)                     COMP
 AH1697  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1697  ELLIP HEIGHT-         -21.44  (meters)          (06/17/02) GPS OBS
 AH1697  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AH1697
 AH1697  HORZ ORDER  -  FIRST
 AH1697  ELLP ORDER  -  FIFTH     CLASS I
 AH1697
 AH1697.The horizontal coordinates were established by GPS observations
 AH1697.and adjusted by the National Geodetic Survey in February 1996..
 AH1697
 AH1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1697
 AH1697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1697
 AH1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1697
 AH1697.The ellipsoidal height was determined by GPS observations
 AH1697.and is referenced to NAD 83.
 AH1697
 AH1697.The geoid height was determined by GEOID03.
 AH1697
 AH1697;                    North         East     Units Scale Factor Converg.
 AH1697;SPC TX S     - 5,223,796.133   420,845.180   MT  0.99996504   +0 33 22.3
 AH1697;SPC TX S     -17,138,404.48  1,380,722.89   sFT  0.99996504   +0 33 22.3
 AH1697;UTM  14      - 3,063,088.862   670,122.816   MT  0.99995725   +0 48 05.7
 AH1697
 AH1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1697!SPC TX S     -   1.00000337  x   0.99996504  =   0.99996841
 AH1697!UTM  14      -   1.00000337  x   0.99995725  =   0.99996062
 AH1697
 AH1697                          SUPERSEDED SURVEY CONTROL
 AH1697
 AH1697  ELLIP H (02/16/96)  -21.31   (m)                       GP(       ) 5 1
 AH1697  NAD 83(1986)-  27 40 52.67834(N)    097 16 29.78296(W) AD(       ) 1
 AH1697  NGVD 29 (04/09/92)    5.0    (m)           16.     (f) GPS OBS        
 AH1697
 AH1697.Superseded values are not recommended for survey control.
 AH1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1697.See file dsdata.txt to determine how the superseded data were derived.
 AH1697
 AH1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7012363089(NAD 83)
 AH1697_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1697_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1697+WITH SETTING: INFORMATION.
 AH1697_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1697_STAMPING: SO050
 AH1697_MARK LOGO: TX1550
 AH1697_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1697+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1697
 AH1697  HISTORY     - Date     Condition        Report By
 AH1697  HISTORY     - 1991     MONUMENTED       TX1550
 AH1697
 AH1697                          STATION DESCRIPTION
 AH1697
 AH1697'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1697'IN CORPUS CHRISTI, ON THE W. SIDE OF NAVEL AIR STATION (N.A.S.) DR.
 AH1697'NEAR THE CORPUS CHRISTI N.A.S., 53.8 FT (16.4 M) E. OF THE GAS
 AH1697'DIVISION BLDG. AND 48.0 FT (14.6 M) S. OF THE N.A.S. CHAIN LINK
 AH1697'FENCE.
 AH1697'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO050. ACCESS
 AH1697'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1698 ***********************************************************************
 AH1698  DESIGNATION -  SO 060
 AH1698  PID         -  AH1698
 AH1698  STATE/COUNTY-  TX/NUECES
 AH1698  USGS QUAD   -  OSO CREEK NE (1975)
 AH1698
 AH1698                         *CURRENT SURVEY CONTROL
 AH1698  ___________________________________________________________________
 AH1698* NAD 83(1993)-  27 40 54.90478(N)    097 17 33.95688(W)     ADJUSTED  
 AH1698* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 AH1698  ___________________________________________________________________
 AH1698  X           -    -717,482.022 (meters)                     COMP
 AH1698  Y           -  -5,606,439.779 (meters)                     COMP
 AH1698  Z           -   2,945,326.805 (meters)                     COMP
 AH1698  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AH1698  ELLIP HEIGHT-         -21.10  (meters)          (06/17/02) GPS OBS
 AH1698  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AH1698
 AH1698  HORZ ORDER  -  FIRST
 AH1698  ELLP ORDER  -  FIFTH     CLASS I
 AH1698
 AH1698.The horizontal coordinates were established by GPS observations
 AH1698.and adjusted by the National Geodetic Survey in February 1996..
 AH1698
 AH1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1698
 AH1698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1698
 AH1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1698
 AH1698.The ellipsoidal height was determined by GPS observations
 AH1698.and is referenced to NAD 83.
 AH1698
 AH1698.The geoid height was determined by GEOID03.
 AH1698
 AH1698;                    North         East     Units Scale Factor Converg.
 AH1698;SPC TX S     - 5,223,847.926   419,086.701   MT  0.99996517   +0 32 53.1
 AH1698;SPC TX S     -17,138,574.40  1,374,953.62   sFT  0.99996517   +0 32 53.1
 AH1698;UTM  14      - 3,063,133.126   668,364.152   MT  0.99994990   +0 47 35.9
 AH1698
 AH1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1698!SPC TX S     -   1.00000331  x   0.99996517  =   0.99996848
 AH1698!UTM  14      -   1.00000331  x   0.99994990  =   0.99995321
 AH1698
 AH1698                          SUPERSEDED SURVEY CONTROL
 AH1698
 AH1698  ELLIP H (02/16/96)  -20.97   (m)                       GP(       ) 5 1
 AH1698  NAD 83(1986)-  27 40 54.91146(N)    097 17 33.93589(W) AD(       ) 1
 AH1698  NGVD 29 (04/09/92)    5.3    (m)           17.     (f) GPS OBS        
 AH1698
 AH1698.Superseded values are not recommended for survey control.
 AH1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1698.See file dsdata.txt to determine how the superseded data were derived.
 AH1698
 AH1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6836463133(NAD 83)
 AH1698_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1698_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1698+WITH SETTING: INFORMATION.
 AH1698_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1698_STAMPING: SO060
 AH1698_MARK LOGO: TX1550
 AH1698_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1698+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1698
 AH1698  HISTORY     - Date     Condition        Report By
 AH1698  HISTORY     - 1991     MONUMENTED       TX1550
 AH1698
 AH1698                          STATION DESCRIPTION
 AH1698
 AH1698'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1698'IN CORPUS CHRISTI, ON THE W. SIDE OF FLOUR BLUFF DR. AT THE NAVAL AIR
 AH1698'STATION (N.A.S.), APPROX. 29 FT (8.8 M) S. OF THE N.A.S. CHAIN LINK
 AH1698'FENCE AND 15 FT (4.6 M) W. OF THE CENTERLINE OF THE R.R. TRACKS.
 AH1698'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO060. ACCESS
 AH1698'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1699 ***********************************************************************
 AH1699  DESIGNATION -  SO 070
 AH1699  PID         -  AH1699
 AH1699  STATE/COUNTY-  TX/NUECES
 AH1699  USGS QUAD   -  OSO CREEK NE (1975)
 AH1699
 AH1699                         *CURRENT SURVEY CONTROL
 AH1699  ___________________________________________________________________
 AH1699* NAD 83(1993)-  27 41 28.23303(N)    097 19 04.12868(W)     ADJUSTED  
 AH1699* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AH1699  ___________________________________________________________________
 AH1699  X           -    -719,871.908 (meters)                     COMP
 AH1699  Y           -  -5,605,650.684 (meters)                     COMP
 AH1699  Z           -   2,946,234.122 (meters)                     COMP
 AH1699  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1699  ELLIP HEIGHT-         -23.51  (meters)          (06/17/02) GPS OBS
 AH1699  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH1699
 AH1699  HORZ ORDER  -  FIRST
 AH1699  ELLP ORDER  -  FIFTH     CLASS I
 AH1699
 AH1699.The horizontal coordinates were established by GPS observations
 AH1699.and adjusted by the National Geodetic Survey in February 1996..
 AH1699
 AH1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1699
 AH1699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1699
 AH1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1699
 AH1699.The ellipsoidal height was determined by GPS observations
 AH1699.and is referenced to NAD 83.
 AH1699
 AH1699.The geoid height was determined by GEOID03.
 AH1699
 AH1699;                    North         East     Units Scale Factor Converg.
 AH1699;SPC TX S     - 5,224,850.359   416,606.351   MT  0.99996710   +0 32 12.2
 AH1699;SPC TX S     -17,141,863.22  1,366,816.00   sFT  0.99996710   +0 32 12.2
 AH1699;UTM  14      - 3,064,124.913   665,879.588   MT  0.99993965   +0 46 54.8
 AH1699
 AH1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1699!SPC TX S     -   1.00000369  x   0.99996710  =   0.99997079
 AH1699!UTM  14      -   1.00000369  x   0.99993965  =   0.99994334
 AH1699
 AH1699                          SUPERSEDED SURVEY CONTROL
 AH1699
 AH1699  ELLIP H (02/16/96)  -23.38   (m)                       GP(       ) 5 1
 AH1699  NAD 83(1986)-  27 41 28.23971(N)    097 19 04.10767(W) AD(       ) 1
 AH1699  NGVD 29 (04/09/92)    3.0    (m)           10.     (f) GPS OBS        
 AH1699
 AH1699.Superseded values are not recommended for survey control.
 AH1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1699.See file dsdata.txt to determine how the superseded data were derived.
 AH1699
 AH1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6588064125(NAD 83)
 AH1699_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1699_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1699+WITH SETTING: PAVEMENT
 AH1699_SP_SET: ON TOP OF CONC. SLAB
 AH1699_STAMPING: SO070
 AH1699_MARK LOGO: TX1550
 AH1699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1699+STABILITY: SURFACE MOTION
 AH1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1699+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1699
 AH1699  HISTORY     - Date     Condition        Report By
 AH1699  HISTORY     - 1991     MONUMENTED       TX1550
 AH1699
 AH1699                          STATION DESCRIPTION
 AH1699
 AH1699'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1699'IN CORPUS CHRISTI, IN SOUTH BAY PARK, 23 FT (7.0 M) N. OF A SHADE
 AH1699'STRUCT. AND 170 FT (51.8 M) N. OF SEASHORE DR.
 AH1699'MONUMENT IS A BRASS DISK ON TOP OF CONC. SLAB STAMPED SO070.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1700 ***********************************************************************
 AH1700  DESIGNATION -  SO 080
 AH1700  PID         -  AH1700
 AH1700  STATE/COUNTY-  TX/NUECES
 AH1700  USGS QUAD   -  OSO CREEK NE (1975)
 AH1700
 AH1700                         *CURRENT SURVEY CONTROL
 AH1700  ___________________________________________________________________
 AH1700* NAD 83(1993)-  27 42 31.02731(N)    097 20 17.40332(W)     ADJUSTED  
 AH1700* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 AH1700  ___________________________________________________________________
 AH1700  X           -    -721,748.681 (meters)                     COMP
 AH1700  Y           -  -5,604,504.997 (meters)                     COMP
 AH1700  Z           -   2,947,946.329 (meters)                     COMP
 AH1700  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AH1700  ELLIP HEIGHT-         -21.76  (meters)          (06/17/02) GPS OBS
 AH1700  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH1700
 AH1700  HORZ ORDER  -  FIRST
 AH1700  ELLP ORDER  -  FIFTH     CLASS I
 AH1700
 AH1700.The horizontal coordinates were established by GPS observations
 AH1700.and adjusted by the National Geodetic Survey in February 1996..
 AH1700
 AH1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1700
 AH1700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1700
 AH1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1700
 AH1700.The ellipsoidal height was determined by GPS observations
 AH1700.and is referenced to NAD 83.
 AH1700
 AH1700.The geoid height was determined by GEOID03.
 AH1700
 AH1700;                    North         East     Units Scale Factor Converg.
 AH1700;SPC TX S     - 5,226,764.495   414,580.967   MT  0.99997080   +0 31 38.9
 AH1700;SPC TX S     -17,148,143.18  1,360,171.06   sFT  0.99997080   +0 31 38.9
 AH1700;UTM  14      - 3,066,030.298   663,846.095   MT  0.99993137   +0 46 22.4
 AH1700
 AH1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1700!SPC TX S     -   1.00000342  x   0.99997080  =   0.99997422
 AH1700!UTM  14      -   1.00000342  x   0.99993137  =   0.99993479
 AH1700
 AH1700                          SUPERSEDED SURVEY CONTROL
 AH1700
 AH1700  ELLIP H (02/16/96)  -21.63   (m)                       GP(       ) 5 1
 AH1700  NAD 83(1986)-  27 42 31.03400(N)    097 20 17.38230(W) AD(       ) 1
 AH1700  NGVD 29 (04/09/92)    4.8    (m)           16.     (f) GPS OBS        
 AH1700
 AH1700.Superseded values are not recommended for survey control.
 AH1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1700.See file dsdata.txt to determine how the superseded data were derived.
 AH1700
 AH1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6384666030(NAD 83)
 AH1700_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1700_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1700+WITH SETTING: INFORMATION.
 AH1700_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1700_STAMPING: SO080
 AH1700_MARK LOGO: TX1550
 AH1700_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1700+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AH1700
 AH1700  HISTORY     - Date     Condition        Report By
 AH1700  HISTORY     - 1991     MONUMENTED       TX1550
 AH1700  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 AH1700  HISTORY     - 20050820 GOOD             USPSQD
 AH1700
 AH1700                          STATION DESCRIPTION
 AH1700
 AH1700'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1700'IN CORPUS CHRISTI, IN HANS SUTER PARK, 48 FT (14.6 M) NW OF THE INTER.
 AH1700'OF THE N. ENTRANCE OF THE PARK AND ENNIS JOSLIN RD., AND 3 FT
 AH1700'(0.9 M) N. OF THE CABLE FENCE.
 AH1700'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO080. ACCESS
 AH1700'THROUGH A HINGED COVER.
 AH1700
 AH1700                          STATION RECOVERY (2002)
 AH1700
 AH1700'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AH1700'MARK NOT FOUND.
 AH1700
 AH1700                          STATION RECOVERY (2005)
 AH1700
 AH1700'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AH1700'THE CABLE FENCE NO LONGER EXISTS. THE AREA HAS CHANGED SOMEWHAT AND
 AH1700'THE MARK IS 9.5 FT NORTH OF THE NEW NORTH TRAFFIC SIGNAL POST AND 3 FT
 AH1700'EAST OF A NEW SIDEWALK RETAINING WALL.  COVER IS MISSING FROM THE FLIP
 AH1700'LID HOUSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1701 ***********************************************************************
 AH1701  DESIGNATION -  SO 090
 AH1701  PID         -  AH1701
 AH1701  STATE/COUNTY-  TX/NUECES
 AH1701  USGS QUAD   -  OSO CREEK NE (1975)
 AH1701
 AH1701                         *CURRENT SURVEY CONTROL
 AH1701  ___________________________________________________________________
 AH1701* NAD 83(1993)-  27 42 10.82935(N)    097 21 06.26960(W)     ADJUSTED  
 AH1701* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 AH1701  ___________________________________________________________________
 AH1701  X           -    -723,113.508 (meters)                     COMP
 AH1701  Y           -  -5,604,621.255 (meters)                     COMP
 AH1701  Z           -   2,947,396.265 (meters)                     COMP
 AH1701  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1701  ELLIP HEIGHT-         -20.94  (meters)          (06/17/02) GPS OBS
 AH1701  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH1701
 AH1701  HORZ ORDER  -  FIRST
 AH1701  ELLP ORDER  -  FIFTH     CLASS I
 AH1701
 AH1701.The horizontal coordinates were established by GPS observations
 AH1701.and adjusted by the National Geodetic Survey in February 1996..
 AH1701
 AH1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1701
 AH1701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1701
 AH1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1701
 AH1701.The ellipsoidal height was determined by GPS observations
 AH1701.and is referenced to NAD 83.
 AH1701
 AH1701.The geoid height was determined by GEOID03.
 AH1701
 AH1701;                    North         East     Units Scale Factor Converg.
 AH1701;SPC TX S     - 5,226,130.557   413,247.984   MT  0.99996960   +0 31 16.7
 AH1701;SPC TX S     -17,146,063.34  1,355,797.76   sFT  0.99996960   +0 31 16.7
 AH1701;UTM  14      - 3,065,390.685   662,515.893   MT  0.99992601   +0 45 59.1
 AH1701
 AH1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1701!SPC TX S     -   1.00000329  x   0.99996960  =   0.99997289
 AH1701!UTM  14      -   1.00000329  x   0.99992601  =   0.99992930
 AH1701
 AH1701                          SUPERSEDED SURVEY CONTROL
 AH1701
 AH1701  ELLIP H (02/16/96)  -20.81   (m)                       GP(       ) 5 1
 AH1701  NAD 83(1986)-  27 42 10.83605(N)    097 21 06.24860(W) AD(       ) 1
 AH1701  NGVD 29 (04/09/92)    5.6    (m)           18.     (f) GPS OBS        
 AH1701
 AH1701.Superseded values are not recommended for survey control.
 AH1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1701.See file dsdata.txt to determine how the superseded data were derived.
 AH1701
 AH1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6251665391(NAD 83)
 AH1701_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1701_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1701+WITH SETTING: INFORMATION.
 AH1701_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1701_STAMPING: SO090
 AH1701_MARK LOGO: TX1550
 AH1701_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1701+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1701
 AH1701  HISTORY     - Date     Condition        Report By
 AH1701  HISTORY     - 1991     MONUMENTED       TX1550
 AH1701  HISTORY     - 20020629 GOOD             USPSQD
 AH1701
 AH1701                          STATION DESCRIPTION
 AH1701
 AH1701'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1701'IN CORPUS CHRISTI, ON THE NE CORNER OF MC ARDLE RD. AND WOODLAWN DR.,
 AH1701'APPROX. 15 FT (4.6 M) E. OF A 4 FT (1.2 M) S/W AND 15 FT (4.6 M) N.
 AH1701'OF A 5 FT (1.5 M) S/W, BEING IN THE WOODLAWN SCHOOL PLAYGROUND.
 AH1701'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO090. ACCESS
 AH1701'THROUGH A HINGED COVER.
 AH1701
 AH1701                          STATION RECOVERY (2002)
 AH1701
 AH1701'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AH1701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1702 ***********************************************************************
 AH1702  DESIGNATION -  SO 100
 AH1702  PID         -  AH1702
 AH1702  STATE/COUNTY-  TX/NUECES
 AH1702  USGS QUAD   -  OSO CREEK NE (1975)
 AH1702
 AH1702                         *CURRENT SURVEY CONTROL
 AH1702  ___________________________________________________________________
 AH1702* NAD 83(1993)-  27 43 07.83443(N)    097 21 44.02172(W)     ADJUSTED  
 AH1702* NAVD 88     -         6.0    (meters)      20.     (feet)  VERTCON   
 AH1702  ___________________________________________________________________
 AH1702  X           -    -724,034.804 (meters)                     COMP
 AH1702  Y           -  -5,603,680.102 (meters)                     COMP
 AH1702  Z           -   2,948,950.005 (meters)                     COMP
 AH1702  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AH1702  ELLIP HEIGHT-         -20.34  (meters)          (06/17/02) GPS OBS
 AH1702  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH1702
 AH1702  HORZ ORDER  -  FIRST
 AH1702  ELLP ORDER  -  FIFTH     CLASS I
 AH1702
 AH1702.The horizontal coordinates were established by GPS observations
 AH1702.and adjusted by the National Geodetic Survey in February 1996..
 AH1702
 AH1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1702
 AH1702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1702
 AH1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1702
 AH1702.The ellipsoidal height was determined by GPS observations
 AH1702.and is referenced to NAD 83.
 AH1702
 AH1702.The geoid height was determined by GEOID03.
 AH1702
 AH1702;                    North         East     Units Scale Factor Converg.
 AH1702;SPC TX S     - 5,227,875.792   412,197.933   MT  0.99997302   +0 30 59.6
 AH1702;SPC TX S     -17,151,789.16  1,352,352.72   sFT  0.99997302   +0 30 59.6
 AH1702;UTM  14      - 3,067,131.327   661,458.432   MT  0.99992178   +0 45 43.0
 AH1702
 AH1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1702!SPC TX S     -   1.00000320  x   0.99997302  =   0.99997622
 AH1702!UTM  14      -   1.00000320  x   0.99992178  =   0.99992497
 AH1702
 AH1702                          SUPERSEDED SURVEY CONTROL
 AH1702
 AH1702  ELLIP H (02/16/96)  -20.21   (m)                       GP(       ) 5 1
 AH1702  NAD 83(1986)-  27 43 07.84113(N)    097 21 44.00069(W) AD(       ) 1
 AH1702  NGVD 29 (04/09/92)    6.2    (m)           20.     (f) GPS OBS        
 AH1702
 AH1702.Superseded values are not recommended for survey control.
 AH1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1702.See file dsdata.txt to determine how the superseded data were derived.
 AH1702
 AH1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6145867131(NAD 83)
 AH1702_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1702_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1702+WITH SETTING: INFORMATION.
 AH1702_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1702_STAMPING: SO100
 AH1702_MARK LOGO: TX1550
 AH1702_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1702+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AH1702
 AH1702  HISTORY     - Date     Condition        Report By
 AH1702  HISTORY     - 1991     MONUMENTED       TX1550
 AH1702  HISTORY     - 20050820 GOOD             USPSQD
 AH1702
 AH1702                          STATION DESCRIPTION
 AH1702
 AH1702'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1702'IN CORPUS CHRISTI, IN MEADOWBROOK PARK, AT THE LUM AND AIRLINE RD.
 AH1702'INTER., APPROX. 22.3 FT (6.8 M) N. OF AN INLET AND 1 FT (0.3 M) W. OF
 AH1702'A 5 FT (1.5 M) S/W ALONG THE W. SIDE OF AIRLINE RD.
 AH1702'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO100. ACCESS
 AH1702'THROUGH A HINGED COVER.
 AH1702
 AH1702                          STATION RECOVERY (2005)
 AH1702
 AH1702'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AH1702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1703 ***********************************************************************
 AH1703  DESIGNATION -  SO 101
 AH1703  PID         -  AH1703
 AH1703  STATE/COUNTY-  TX/NUECES
 AH1703  USGS QUAD   -  OSO CREEK NW (1975)
 AH1703
 AH1703                         *CURRENT SURVEY CONTROL
 AH1703  ___________________________________________________________________
 AH1703* NAD 83(1993)-  27 43 39.27856(N)    097 22 48.13680(W)     ADJUSTED  
 AH1703* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 AH1703  ___________________________________________________________________
 AH1703  X           -    -725,718.981 (meters)                     COMP
 AH1703  Y           -  -5,603,009.838 (meters)                     COMP
 AH1703  Z           -   2,949,807.654 (meters)                     COMP
 AH1703  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AH1703  ELLIP HEIGHT-         -18.51  (meters)          (06/17/02) GPS OBS
 AH1703  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AH1703
 AH1703  HORZ ORDER  -  FIRST
 AH1703  ELLP ORDER  -  FIFTH     CLASS I
 AH1703
 AH1703.The horizontal coordinates were established by GPS observations
 AH1703.and adjusted by the National Geodetic Survey in February 1996..
 AH1703
 AH1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1703
 AH1703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1703
 AH1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1703
 AH1703.The ellipsoidal height was determined by GPS observations
 AH1703.and is referenced to NAD 83.
 AH1703
 AH1703.The geoid height was determined by GEOID03.
 AH1703
 AH1703;                    North         East     Units Scale Factor Converg.
 AH1703;SPC TX S     - 5,228,827.930   410,433.136   MT  0.99997493   +0 30 30.5
 AH1703;SPC TX S     -17,154,912.97  1,346,562.71   sFT  0.99997493   +0 30 30.5
 AH1703;UTM  14      - 3,068,075.846   659,689.671   MT  0.99991477   +0 45 14.0
 AH1703
 AH1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1703!SPC TX S     -   1.00000291  x   0.99997493  =   0.99997784
 AH1703!UTM  14      -   1.00000291  x   0.99991477  =   0.99991768
 AH1703
 AH1703                          SUPERSEDED SURVEY CONTROL
 AH1703
 AH1703  ELLIP H (02/16/96)  -18.38   (m)                       GP(       ) 5 1
 AH1703  NAD 83(1986)-  27 43 39.28526(N)    097 22 48.11578(W) AD(       ) 1
 AH1703  NGVD 29 (04/09/92)    8.1    (m)           27.     (f) GPS OBS        
 AH1703
 AH1703.Superseded values are not recommended for survey control.
 AH1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1703.See file dsdata.txt to determine how the superseded data were derived.
 AH1703
 AH1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5969068076(NAD 83)
 AH1703_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1703_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1703+WITH SETTING: PAVEMENT
 AH1703_SP_SET: ON TOP OF STM. SEW. CURB INLET
 AH1703_STAMPING: SO101
 AH1703_MARK LOGO: TX1550
 AH1703_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1703+STABILITY: SURFACE MOTION
 AH1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1703+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 AH1703
 AH1703  HISTORY     - Date     Condition        Report By
 AH1703  HISTORY     - 1991     MONUMENTED       TX1550
 AH1703  HISTORY     - 20020629 GOOD             USPSQD
 AH1703
 AH1703                          STATION DESCRIPTION
 AH1703
 AH1703'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1703'IN CORPUS CHRISTI, ON TOP OF AN INLET ON THE W. SIDE OF SOUTH STAPLES
 AH1703'ST. AT THE INTER. OF SOUTH STAPLES AND BARRY ST.
 AH1703'MONUMENT IS A BRASS DISK ON TOP OF CONC. STM. SEW. CURB INLET STAMPED
 AH1703'SO101.
 AH1703
 AH1703                          STATION RECOVERY (2002)
 AH1703
 AH1703'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AH1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1704 ***********************************************************************
 AH1704  DESIGNATION -  SO 111
 AH1704  PID         -  AH1704
 AH1704  STATE/COUNTY-  TX/NUECES
 AH1704  USGS QUAD   -  OSO CREEK NW (1975)
 AH1704
 AH1704                         *CURRENT SURVEY CONTROL
 AH1704  ___________________________________________________________________
 AH1704* NAD 83(1993)-  27 43 51.55885(N)    097 23 33.28514(W)     ADJUSTED  
 AH1704* NAVD 88     -         8.8    (meters)      29.     (feet)  VERTCON   
 AH1704  ___________________________________________________________________
 AH1704  X           -    -726,922.847 (meters)                     COMP
 AH1704  Y           -  -5,602,677.185 (meters)                     COMP
 AH1704  Z           -   2,950,142.652 (meters)                     COMP
 AH1704  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AH1704  ELLIP HEIGHT-         -17.65  (meters)          (06/17/02) GPS OBS
 AH1704  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH1704
 AH1704  HORZ ORDER  -  FIRST
 AH1704  ELLP ORDER  -  FIFTH     CLASS I
 AH1704
 AH1704.The horizontal coordinates were established by GPS observations
 AH1704.and adjusted by the National Geodetic Survey in February 1996..
 AH1704
 AH1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1704
 AH1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1704
 AH1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1704
 AH1704.The ellipsoidal height was determined by GPS observations
 AH1704.and is referenced to NAD 83.
 AH1704
 AH1704.The geoid height was determined by GEOID03.
 AH1704
 AH1704;                    North         East     Units Scale Factor Converg.
 AH1704;SPC TX S     - 5,229,195.005   409,193.233   MT  0.99997569   +0 30 10.0
 AH1704;SPC TX S     -17,156,117.28  1,342,494.80   sFT  0.99997569   +0 30 10.0
 AH1704;UTM  14      - 3,068,437.584   658,448.286   MT  0.99990989   +0 44 53.2
 AH1704
 AH1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1704!SPC TX S     -   1.00000277  x   0.99997569  =   0.99997846
 AH1704!UTM  14      -   1.00000277  x   0.99990989  =   0.99991266
 AH1704
 AH1704                          SUPERSEDED SURVEY CONTROL
 AH1704
 AH1704  ELLIP H (02/16/96)  -17.52   (m)                       GP(       ) 5 1
 AH1704  NAD 83(1986)-  27 43 51.56555(N)    097 23 33.26411(W) AD(       ) 1
 AH1704  NGVD 29 (04/09/92)    9.0    (m)           30.     (f) GPS OBS        
 AH1704
 AH1704.Superseded values are not recommended for survey control.
 AH1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1704.See file dsdata.txt to determine how the superseded data were derived.
 AH1704
 AH1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5844868438(NAD 83)
 AH1704_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1704_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1704+WITH SETTING: INFORMATION.
 AH1704_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1704_STAMPING: SO111
 AH1704_MARK LOGO: TX1550
 AH1704_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1704+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 AH1704
 AH1704  HISTORY     - Date     Condition        Report By
 AH1704  HISTORY     - 1991     MONUMENTED       TX1550
 AH1704  HISTORY     - 20020629 GOOD             USPSQD
 AH1704
 AH1704                          STATION DESCRIPTION
 AH1704
 AH1704'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1704'IN CORPUS CHRISTI, ON THE SE CORNER OF THE INTER. OF GOLLIHER AND
 AH1704'WEBER, APPROX. 30 FT (9.1 M) W. AND 11.5 FT (3.5 M) N. OF A GAS REG.
 AH1704'STA.
 AH1704'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO111. ACCESS
 AH1704'THROUGH A HINGED COVER.
 AH1704
 AH1704                          STATION RECOVERY (2002)
 AH1704
 AH1704'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AH1704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1705 ***********************************************************************
 AH1705  DESIGNATION -  SO 120
 AH1705  PID         -  AH1705
 AH1705  STATE/COUNTY-  TX/NUECES
 AH1705  USGS QUAD   -  OSO CREEK NW (1975)
 AH1705
 AH1705                         *CURRENT SURVEY CONTROL
 AH1705  ___________________________________________________________________
 AH1705* NAD 83(1993)-  27 44 08.03554(N)    097 24 31.55405(W)     ADJUSTED  
 AH1705* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 AH1705  ___________________________________________________________________
 AH1705  X           -    -728,475.243 (meters)                     COMP
 AH1705  Y           -  -5,602,238.541 (meters)                     COMP
 AH1705  Z           -   2,950,592.094 (meters)                     COMP
 AH1705  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AH1705  ELLIP HEIGHT-         -16.53  (meters)          (06/17/02) GPS OBS
 AH1705  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AH1705
 AH1705  HORZ ORDER  -  FIRST
 AH1705  ELLP ORDER  -  FIFTH     CLASS I
 AH1705
 AH1705.The horizontal coordinates were established by GPS observations
 AH1705.and adjusted by the National Geodetic Survey in February 1996..
 AH1705
 AH1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1705
 AH1705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1705
 AH1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1705
 AH1705.The ellipsoidal height was determined by GPS observations
 AH1705.and is referenced to NAD 83.
 AH1705
 AH1705.The geoid height was determined by GEOID03.
 AH1705
 AH1705;                    North         East     Units Scale Factor Converg.
 AH1705;SPC TX S     - 5,229,688.257   407,592.945   MT  0.99997671   +0 29 43.5
 AH1705;SPC TX S     -17,157,735.56  1,337,244.52   sFT  0.99997671   +0 29 43.5
 AH1705;UTM  14      - 3,068,923.946   656,846.012   MT  0.99990366   +0 44 26.5
 AH1705
 AH1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1705!SPC TX S     -   1.00000260  x   0.99997671  =   0.99997931
 AH1705!UTM  14      -   1.00000260  x   0.99990366  =   0.99990626
 AH1705
 AH1705                          SUPERSEDED SURVEY CONTROL
 AH1705
 AH1705  ELLIP H (02/16/96)  -16.40   (m)                       GP(       ) 5 1
 AH1705  NAD 83(1986)-  27 44 08.04223(N)    097 24 31.53301(W) AD(       ) 1
 AH1705  NGVD 29 (04/09/92)   10.1    (m)           33.     (f) GPS OBS        
 AH1705
 AH1705.Superseded values are not recommended for survey control.
 AH1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1705.See file dsdata.txt to determine how the superseded data were derived.
 AH1705
 AH1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5684668924(NAD 83)
 AH1705_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1705_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1705+WITH SETTING: INFORMATION.
 AH1705_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1705_STAMPING: SO120
 AH1705_MARK LOGO: TX1550
 AH1705_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1705+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 AH1705
 AH1705  HISTORY     - Date     Condition        Report By
 AH1705  HISTORY     - 1991     MONUMENTED       TX1550
 AH1705  HISTORY     - 20020629 GOOD             USPSQD
 AH1705
 AH1705                          STATION DESCRIPTION
 AH1705
 AH1705'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1705'IN CORPUS CHRISTI, APPROX. 0.1 MI (0.2 KM) ON THE NW SIDE OF THE
 AH1705'KOSTORYZ AND SUNNYBROOK INTER., 2 FT (0.6 M) W. OF S/W IN FRONT OF
 AH1705'THE KOSTORYZ FIRE STATION.
 AH1705'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO120. ACCESS
 AH1705'THROUGH A HINGED COVER.
 AH1705
 AH1705                          STATION RECOVERY (2002)
 AH1705
 AH1705'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AH1705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1706 ***********************************************************************
 AH1706  DESIGNATION -  SO 130
 AH1706  PID         -  AH1706
 AH1706  STATE/COUNTY-  TX/NUECES
 AH1706  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1706
 AH1706                         *CURRENT SURVEY CONTROL
 AH1706  ___________________________________________________________________
 AH1706* NAD 83(1993)-  27 45 36.59966(N)    097 25 51.14712(W)     ADJUSTED  
 AH1706* NAVD 88     -        11.2    (meters)      37.     (feet)  VERTCON   
 AH1706  ___________________________________________________________________
 AH1706  X           -    -730,472.958 (meters)                     COMP
 AH1706  Y           -  -5,600,699.502 (meters)                     COMP
 AH1706  Z           -   2,953,005.348 (meters)                     COMP
 AH1706  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AH1706  ELLIP HEIGHT-         -15.30  (meters)          (06/17/02) GPS OBS
 AH1706  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH1706
 AH1706  HORZ ORDER  -  FIRST
 AH1706  ELLP ORDER  -  FIFTH     CLASS I
 AH1706
 AH1706.The horizontal coordinates were established by GPS observations
 AH1706.and adjusted by the National Geodetic Survey in February 1996..
 AH1706
 AH1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1706
 AH1706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1706
 AH1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1706
 AH1706.The ellipsoidal height was determined by GPS observations
 AH1706.and is referenced to NAD 83.
 AH1706
 AH1706.The geoid height was determined by GEOID03.
 AH1706
 AH1706;                    North         East     Units Scale Factor Converg.
 AH1706;SPC TX S     - 5,232,395.630   405,389.994   MT  0.99998229   +0 29 07.4
 AH1706;SPC TX S     -17,166,618.00  1,330,017.01   sFT  0.99998229   +0 29 07.4
 AH1706;SPC TXSC     - 3,992,928.069   754,714.545   MT  1.00023710   +0 46 07.4
 AH1706;SPC TXSC     -13,100,131.51  2,476,092.64   sFT  1.00023710   +0 46 07.4
 AH1706;UTM  14      - 3,071,621.642   654,631.661   MT  0.99989514   +0 43 51.6
 AH1706
 AH1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1706!SPC TX S     -   1.00000240  x   0.99998229  =   0.99998469
 AH1706!SPC TXSC     -   1.00000240  x   1.00023710  =   1.00023950
 AH1706!UTM  14      -   1.00000240  x   0.99989514  =   0.99989754
 AH1706
 AH1706:                Primary Azimuth Mark                     Grid Az
 AH1706:SPC TX S     -  SO 131                                   136 27 29.3
 AH1706:SPC TXSC     -  SO 131                                   136 10 29.3
 AH1706:UTM  14      -  SO 131                                   136 12 45.1
 AH1706
 AH1706|---------------------------------------------------------------------|
 AH1706| PID    Reference Object                     Distance      Geod. Az  |
 AH1706|                                                           dddmmss.s |
 AH1706| AH1707 SO 131                              APPROX. 1.6 KM 1365636.7 |
 AH1706|---------------------------------------------------------------------|
 AH1706
 AH1706                          SUPERSEDED SURVEY CONTROL
 AH1706
 AH1706  ELLIP H (02/16/96)  -15.17   (m)                       GP(       ) 5 1
 AH1706  NAD 83(1986)-  27 45 36.60641(N)    097 25 51.12612(W) AD(       ) 1
 AH1706  NGVD 29 (04/09/92)   11.4    (m)           37.     (f) GPS OBS        
 AH1706
 AH1706.Superseded values are not recommended for survey control.
 AH1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1706.See file dsdata.txt to determine how the superseded data were derived.
 AH1706
 AH1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5463271622(NAD 83)
 AH1706_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1706_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1706+WITH SETTING: PAVEMENT
 AH1706_SP_SET: ON TOP OF STM. SEW. CURB INLET
 AH1706_STAMPING: SO130
 AH1706_MARK LOGO: TX1550
 AH1706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1706+STABILITY: SURFACE MOTION
 AH1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1706+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1706
 AH1706  HISTORY     - Date     Condition        Report By
 AH1706  HISTORY     - 1991     MONUMENTED       TX1550
 AH1706
 AH1706                          STATION DESCRIPTION
 AH1706
 AH1706'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1706'IN CORPUS CHRISTI, IN GREENWOOD PARK, ON TOP OF AN INLET ON THE W.
 AH1706'SIDE OF GREENWOOD AND BOYS CLUB ENTRANCE INTER., APPROX. 0.1 MI
 AH1706'(0.2 KM) . N. OF THE GREENWOOD AND HORNE INTER.
 AH1706'MONUMENT IS A BRASS DISK ON TOP OF CONC. STM. SEW. CURB INLET STAMPED
 AH1706'SO130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1707 ***********************************************************************
 AH1707  DESIGNATION -  SO 131
 AH1707  PID         -  AH1707
 AH1707  STATE/COUNTY-  TX/NUECES
 AH1707  USGS QUAD   -  OSO CREEK NW (1975)
 AH1707
 AH1707                         *CURRENT SURVEY CONTROL
 AH1707  ___________________________________________________________________
 AH1707* NAD 83(1993)-  27 44 59.79942(N)    097 25 12.49942(W)     ADJUSTED  
 AH1707* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 AH1707  ___________________________________________________________________
 AH1707  X           -    -729,491.630 (meters)                     COMP
 AH1707  Y           -  -5,601,359.051 (meters)                     COMP
 AH1707  Z           -   2,952,002.717 (meters)                     COMP
 AH1707  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AH1707  ELLIP HEIGHT-         -15.68  (meters)          (06/17/02) GPS OBS
 AH1707  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1707
 AH1707  HORZ ORDER  -  FIRST
 AH1707  ELLP ORDER  -  FIFTH     CLASS I
 AH1707
 AH1707.The horizontal coordinates were established by GPS observations
 AH1707.and adjusted by the National Geodetic Survey in February 1996..
 AH1707
 AH1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1707
 AH1707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1707
 AH1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1707
 AH1707.The ellipsoidal height was determined by GPS observations
 AH1707.and is referenced to NAD 83.
 AH1707
 AH1707.The geoid height was determined by GEOID03.
 AH1707
 AH1707;                    North         East     Units Scale Factor Converg.
 AH1707;SPC TX S     - 5,231,271.915   406,457.919   MT  0.99997995   +0 29 25.0
 AH1707;SPC TX S     -17,162,931.27  1,333,520.69   sFT  0.99997995   +0 29 25.0
 AH1707;SPC TXSC     - 3,991,809.363   755,788.296   MT  1.00024196   +0 46 26.4
 AH1707;SPC TXSC     -13,096,461.22  2,479,615.43   sFT  1.00024196   +0 46 26.4
 AH1707;UTM  14      - 3,070,502.608   655,704.303   MT  0.99989925   +0 44 08.7
 AH1707
 AH1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1707!SPC TX S     -   1.00000246  x   0.99997995  =   0.99998241
 AH1707!SPC TXSC     -   1.00000246  x   1.00024196  =   1.00024442
 AH1707!UTM  14      -   1.00000246  x   0.99989925  =   0.99990171
 AH1707
 AH1707:                Primary Azimuth Mark                     Grid Az
 AH1707:SPC TX S     -  SO 130                                   316 27 29.7
 AH1707:SPC TXSC     -  SO 130                                   316 10 28.3
 AH1707:UTM  14      -  SO 130                                   316 12 46.0
 AH1707
 AH1707|---------------------------------------------------------------------|
 AH1707| PID    Reference Object                     Distance      Geod. Az  |
 AH1707|                                                           dddmmss.s |
 AH1707| AH1706 SO 130                              APPROX. 1.6 KM 3165654.7 |
 AH1707|---------------------------------------------------------------------|
 AH1707
 AH1707                          SUPERSEDED SURVEY CONTROL
 AH1707
 AH1707  ELLIP H (02/16/96)  -15.54   (m)                       GP(       ) 5 1
 AH1707  NAD 83(1986)-  27 44 59.80614(N)    097 25 12.47839(W) AD(       ) 1
 AH1707  NGVD 29 (04/09/92)   11.0    (m)           36.     (f) GPS OBS        
 AH1707
 AH1707.Superseded values are not recommended for survey control.
 AH1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1707.See file dsdata.txt to determine how the superseded data were derived.
 AH1707
 AH1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5570470503(NAD 83)
 AH1707_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1707_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1707+WITH SETTING: INFORMATION.
 AH1707_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1707_STAMPING: SO131
 AH1707_MARK LOGO: TX1550
 AH1707_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1707+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1707
 AH1707  HISTORY     - Date     Condition        Report By
 AH1707  HISTORY     - 1991     MONUMENTED       TX1550
 AH1707
 AH1707                          STATION DESCRIPTION
 AH1707
 AH1707'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1707'IN CORPUS CHRISTI, ON THE NW INTER. OF PORT AVE. AND DILLON LN.,
 AH1707'APPROX. 47.5 FT (14.5 M) N. OF DILLON LN. AND 5.5 FT (1.7 M) W. OF A
 AH1707'4 FT (1.2 M) S/W.
 AH1707'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO131. ACCESS
 AH1707'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1708 ***********************************************************************
 AH1708  DESIGNATION -  SO 140
 AH1708  PID         -  AH1708
 AH1708  STATE/COUNTY-  TX/NUECES
 AH1708  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1708
 AH1708                         *CURRENT SURVEY CONTROL
 AH1708  ___________________________________________________________________
 AH1708* NAD 83(1993)-  27 45 59.36201(N)    097 26 48.84189(W)     ADJUSTED  
 AH1708* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 AH1708  ___________________________________________________________________
 AH1708  X           -    -731,997.230 (meters)                     COMP
 AH1708  Y           -  -5,600,171.476 (meters)                     COMP
 AH1708  Z           -   2,953,625.437 (meters)                     COMP
 AH1708  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH1708  ELLIP HEIGHT-         -15.13  (meters)          (06/17/02) GPS OBS
 AH1708  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH1708
 AH1708  HORZ ORDER  -  FIRST
 AH1708  ELLP ORDER  -  FIFTH     CLASS I
 AH1708
 AH1708.The horizontal coordinates were established by GPS observations
 AH1708.and adjusted by the National Geodetic Survey in February 1996..
 AH1708
 AH1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1708
 AH1708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1708
 AH1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1708
 AH1708.The ellipsoidal height was determined by GPS observations
 AH1708.and is referenced to NAD 83.
 AH1708
 AH1708.The geoid height was determined by GEOID03.
 AH1708
 AH1708;                    North         East     Units Scale Factor Converg.
 AH1708;SPC TX S     - 5,233,082.984   403,804.376   MT  0.99998376   +0 28 41.2
 AH1708;SPC TX S     -17,168,873.09  1,324,814.86   sFT  0.99998376   +0 28 41.2
 AH1708;SPC TXSC     - 3,993,607.753   753,125.149   MT  1.00023411   +0 45 39.2
 AH1708;SPC TXSC     -13,102,361.44  2,470,878.09   sFT  1.00023411   +0 45 39.2
 AH1708;UTM  14      - 3,072,302.131   653,043.256   MT  0.99988911   +0 43 25.3
 AH1708
 AH1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1708!SPC TX S     -   1.00000238  x   0.99998376  =   0.99998614
 AH1708!SPC TXSC     -   1.00000238  x   1.00023411  =   1.00023649
 AH1708!UTM  14      -   1.00000238  x   0.99988911  =   0.99989149
 AH1708
 AH1708                          SUPERSEDED SURVEY CONTROL
 AH1708
 AH1708  ELLIP H (02/16/96)  -14.99   (m)                       GP(       ) 5 1
 AH1708  NAD 83(1986)-  27 45 59.36880(N)    097 26 48.82090(W) AD(       ) 1
 AH1708  NGVD 29 (04/09/92)   11.6    (m)           38.     (f) GPS OBS        
 AH1708
 AH1708.Superseded values are not recommended for survey control.
 AH1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1708.See file dsdata.txt to determine how the superseded data were derived.
 AH1708
 AH1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5304372302(NAD 83)
 AH1708_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1708_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1708+WITH SETTING: INFORMATION.
 AH1708_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1708_STAMPING: SO140
 AH1708_MARK LOGO: TX1550
 AH1708_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1708+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1708
 AH1708  HISTORY     - Date     Condition        Report By
 AH1708  HISTORY     - 1991     MONUMENTED       TX1550
 AH1708
 AH1708                          STATION DESCRIPTION
 AH1708
 AH1708'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1708'IN CORPUS CHRISTI, ON THE NW SIDE OF OMAHA DR. AND OLD BROWNSVILLE RD.
 AH1708'INTER., APPROX. 3 FT (0.9 M) N. AND 10 FT (3.0 M) W. OF AN OMAHA DR.
 AH1708'END OF RADIUS.
 AH1708'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO140. ACCESS
 AH1708'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1709 ***********************************************************************
 AH1709  DESIGNATION -  SO 170
 AH1709  PID         -  AH1709
 AH1709  STATE/COUNTY-  TX/NUECES
 AH1709  USGS QUAD   -  ANNAVILLE (1975)
 AH1709
 AH1709                         *CURRENT SURVEY CONTROL
 AH1709  ___________________________________________________________________
 AH1709* NAD 83(1993)-  27 47 03.21155(N)    097 30 07.12330(W)     ADJUSTED  
 AH1709* NAVD 88     -        12.3    (meters)      40.     (feet)  VERTCON   
 AH1709  ___________________________________________________________________
 AH1709  X           -    -737,260.829 (meters)                     COMP
 AH1709  Y           -  -5,598,557.918 (meters)                     COMP
 AH1709  Z           -   2,955,364.808 (meters)                     COMP
 AH1709  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AH1709  ELLIP HEIGHT-         -14.27  (meters)          (06/17/02) GPS OBS
 AH1709  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH1709
 AH1709  HORZ ORDER  -  FIRST
 AH1709  ELLP ORDER  -  FIFTH     CLASS I
 AH1709
 AH1709.The horizontal coordinates were established by GPS observations
 AH1709.and adjusted by the National Geodetic Survey in February 1996..
 AH1709
 AH1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1709
 AH1709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1709
 AH1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1709
 AH1709.The ellipsoidal height was determined by GPS observations
 AH1709.and is referenced to NAD 83.
 AH1709
 AH1709.The geoid height was determined by GEOID03.
 AH1709
 AH1709;                    North         East     Units Scale Factor Converg.
 AH1709;SPC TX S     - 5,235,004.203   398,359.875   MT  0.99998794   +0 27 11.2
 AH1709;SPC TX S     -17,175,176.29  1,306,952.36   sFT  0.99998794   +0 27 11.2
 AH1709;UTM  14      - 3,074,199.807   647,591.158   MT  0.99986887   +0 41 54.3
 AH1709
 AH1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1709!SPC TX S     -   1.00000224  x   0.99998794  =   0.99999018
 AH1709!UTM  14      -   1.00000224  x   0.99986887  =   0.99987111
 AH1709
 AH1709                          SUPERSEDED SURVEY CONTROL
 AH1709
 AH1709  ELLIP H (02/16/96)  -14.13   (m)                       GP(       ) 5 1
 AH1709  NAD 83(1986)-  27 47 03.21850(N)    097 30 07.10245(W) AD(       ) 1
 AH1709  NGVD 29 (04/09/92)   12.6    (m)           41.     (f) GPS OBS        
 AH1709
 AH1709.Superseded values are not recommended for survey control.
 AH1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1709.See file dsdata.txt to determine how the superseded data were derived.
 AH1709
 AH1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4759174200(NAD 83)
 AH1709_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1709_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1709+WITH SETTING: INFORMATION.
 AH1709_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1709_STAMPING: SO170
 AH1709_MARK LOGO: TX1550
 AH1709_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1709+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1709
 AH1709  HISTORY     - Date     Condition        Report By
 AH1709  HISTORY     - 1991     MONUMENTED       TX1550
 AH1709
 AH1709                          STATION DESCRIPTION
 AH1709
 AH1709'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1709'IN CORPUS CHRISTI, AT THE SE INTER. OF HWY. 44 AND THE ENTRANCE TO
 AH1709'CORPUS CHRISTI INTERNATIONAL AIRPORT, APPROX. 80.5 FT (24.5 M) SE
 AH1709'FROM A END OF RADIUS OF A CONC. B/C AND 94.5 FT (28.8 M) S. OF A PP.
 AH1709'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO170. ACCESS
 AH1709'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1710 ***********************************************************************
 AH1710  DESIGNATION -  SO 180
 AH1710  PID         -  AH1710
 AH1710  STATE/COUNTY-  TX/NUECES
 AH1710  USGS QUAD   -  ANNAVILLE (1975)
 AH1710
 AH1710                         *CURRENT SURVEY CONTROL
 AH1710  ___________________________________________________________________
 AH1710* NAD 83(1993)-  27 48 26.67999(N)    097 31 19.81180(W)     ADJUSTED  
 AH1710* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 AH1710  ___________________________________________________________________
 AH1710  X           -    -739,077.078 (meters)                     COMP
 AH1710  Y           -  -5,597,111.365 (meters)                     COMP
 AH1710  Z           -   2,957,638.452 (meters)                     COMP
 AH1710  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AH1710  ELLIP HEIGHT-         -12.63  (meters)          (06/17/02) GPS OBS
 AH1710  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH1710
 AH1710  HORZ ORDER  -  FIRST
 AH1710  ELLP ORDER  -  FIFTH     CLASS I
 AH1710
 AH1710.The horizontal coordinates were established by GPS observations
 AH1710.and adjusted by the National Geodetic Survey in February 1996..
 AH1710
 AH1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1710
 AH1710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1710
 AH1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1710
 AH1710.The ellipsoidal height was determined by GPS observations
 AH1710.and is referenced to NAD 83.
 AH1710
 AH1710.The geoid height was determined by GEOID03.
 AH1710
 AH1710;                    North         East     Units Scale Factor Converg.
 AH1710;SPC TX S     - 5,237,557.873   396,350.062   MT  0.99999354   +0 26 38.2
 AH1710;SPC TX S     -17,183,554.46  1,300,358.50   sFT  0.99999354   +0 26 38.2
 AH1710;UTM  14      - 3,076,744.524   645,570.677   MT  0.99986156   +0 41 22.3
 AH1710
 AH1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1710!SPC TX S     -   1.00000198  x   0.99999354  =   0.99999552
 AH1710!UTM  14      -   1.00000198  x   0.99986156  =   0.99986354
 AH1710
 AH1710                          SUPERSEDED SURVEY CONTROL
 AH1710
 AH1710  ELLIP H (02/16/96)  -12.49   (m)                       GP(       ) 5 1
 AH1710  NAD 83(1986)-  27 48 26.68703(N)    097 31 19.79105(W) AD(       ) 1
 AH1710  NGVD 29 (04/09/92)   14.2    (m)           47.     (f) GPS OBS        
 AH1710
 AH1710.Superseded values are not recommended for survey control.
 AH1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1710.See file dsdata.txt to determine how the superseded data were derived.
 AH1710
 AH1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4557176745(NAD 83)
 AH1710_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1710_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1710+WITH SETTING: PAVEMENT
 AH1710_SP_SET: ON TOP OF CONC. SLAB
 AH1710_STAMPING: SO180
 AH1710_MARK LOGO: TX1550
 AH1710_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1710+STABILITY: SURFACE MOTION
 AH1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1710+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1710
 AH1710  HISTORY     - Date     Condition        Report By
 AH1710  HISTORY     - 1991     MONUMENTED       TX1550
 AH1710
 AH1710                          STATION DESCRIPTION
 AH1710
 AH1710'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1710'IN CORPUS CHRISTI, IN HUDSON PARK, APPROX. 1 FT (0.3 M) S. OF THE N.
 AH1710'CORNER OF A CONC. PAVILLION, AND 51 FT (15.5 M) N.W. FROM A NEAR
 AH1710'LIGHT POLE.
 AH1710'MONUMENT IS A BRASS DISK ON TOP OF CONC. SLAB STAMPED SO180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1711 ***********************************************************************
 AH1711  DESIGNATION -  SO 190
 AH1711  PID         -  AH1711
 AH1711  STATE/COUNTY-  TX/NUECES
 AH1711  USGS QUAD   -  ANNAVILLE (1975)
 AH1711
 AH1711                         *CURRENT SURVEY CONTROL
 AH1711  ___________________________________________________________________
 AH1711* NAD 83(1993)-  27 48 48.79359(N)    097 32 51.10735(W)     ADJUSTED  
 AH1711* NAVD 88     -        18.8    (meters)      62.     (feet)  VERTCON   
 AH1711  ___________________________________________________________________
 AH1711  X           -    -741,513.200 (meters)                     COMP
 AH1711  Y           -  -5,596,473.025 (meters)                     COMP
 AH1711  Z           -   2,958,242.751 (meters)                     COMP
 AH1711  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AH1711  ELLIP HEIGHT-          -7.88  (meters)          (06/17/02) GPS OBS
 AH1711  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH1711
 AH1711  HORZ ORDER  -  FIRST
 AH1711  ELLP ORDER  -  FIFTH     CLASS I
 AH1711
 AH1711.The horizontal coordinates were established by GPS observations
 AH1711.and adjusted by the National Geodetic Survey in February 1996..
 AH1711
 AH1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1711
 AH1711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1711
 AH1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1711
 AH1711.The ellipsoidal height was determined by GPS observations
 AH1711.and is referenced to NAD 83.
 AH1711
 AH1711.The geoid height was determined by GEOID03.
 AH1711
 AH1711;                    North         East     Units Scale Factor Converg.
 AH1711;SPC TX S     - 5,238,219.447   393,846.148   MT  0.99999505   +0 25 56.7
 AH1711;SPC TX S     -17,185,724.97  1,292,143.57   sFT  0.99999505   +0 25 56.7
 AH1711;UTM  14      - 3,077,395.274   643,064.295   MT  0.99985263   +0 40 40.2
 AH1711
 AH1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1711!SPC TX S     -   1.00000124  x   0.99999505  =   0.99999629
 AH1711!UTM  14      -   1.00000124  x   0.99985263  =   0.99985387
 AH1711
 AH1711                          SUPERSEDED SURVEY CONTROL
 AH1711
 AH1711  ELLIP H (02/16/96)   -7.80   (m)                       GP(       ) 5 1
 AH1711  NAD 83(1986)-  27 48 48.80077(N)    097 32 51.08646(W) AD(       ) 1
 AH1711  NGVD 29 (04/09/92)   18.9    (m)           62.     (f) GPS OBS        
 AH1711
 AH1711.Superseded values are not recommended for survey control.
 AH1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1711.See file dsdata.txt to determine how the superseded data were derived.
 AH1711
 AH1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4306477395(NAD 83)
 AH1711_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1711_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1711+WITH SETTING: INFORMATION.
 AH1711_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1711_STAMPING: SO190
 AH1711_MARK LOGO: TX1550
 AH1711_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1711+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1711
 AH1711  HISTORY     - Date     Condition        Report By
 AH1711  HISTORY     - 1991     MONUMENTED       TX1550
 AH1711
 AH1711                          STATION DESCRIPTION
 AH1711
 AH1711'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1711'IN CORPUS CHRISTI, ON THE SE CORNER OF RAND MORGAN RD. AND MC NORTON
 AH1711'INTER., APPROX. 18.5 FT (5.6 M) SW OF A FH AND 14.6 FT (4.5 M) S. OF
 AH1711'B/C ON MC NORTON.
 AH1711'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO190. ACCESS
 AH1711'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1712 ***********************************************************************
 AH1712  DESIGNATION -  SO 200
 AH1712  PID         -  AH1712
 AH1712  STATE/COUNTY-  TX/NUECES
 AH1712  USGS QUAD   -  ANNAVILLE (1975)
 AH1712
 AH1712                         *CURRENT SURVEY CONTROL
 AH1712  ___________________________________________________________________
 AH1712* NAD 83(1993)-  27 48 35.40317(N)    097 34 20.61406(W)     ADJUSTED  
 AH1712* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 AH1712  ___________________________________________________________________
 AH1712  X           -    -743,967.261 (meters)                     COMP
 AH1712  Y           -  -5,596,343.246 (meters)                     COMP
 AH1712  Z           -   2,957,879.179 (meters)                     COMP
 AH1712  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AH1712  ELLIP HEIGHT-          -5.73  (meters)          (06/17/02) GPS OBS
 AH1712  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH1712
 AH1712  HORZ ORDER  -  FIRST
 AH1712  ELLP ORDER  -  FIFTH     CLASS I
 AH1712
 AH1712.The horizontal coordinates were established by GPS observations
 AH1712.and adjusted by the National Geodetic Survey in February 1996..
 AH1712
 AH1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1712
 AH1712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1712
 AH1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1712
 AH1712.The ellipsoidal height was determined by GPS observations
 AH1712.and is referenced to NAD 83.
 AH1712
 AH1712.The geoid height was determined by GEOID03.
 AH1712
 AH1712;                    North         East     Units Scale Factor Converg.
 AH1712;SPC TX S     - 5,237,789.025   391,399.493   MT  0.99999414   +0 25 16.1
 AH1712;SPC TX S     -17,184,312.83  1,284,116.50   sFT  0.99999414   +0 25 16.1
 AH1712;UTM  14      - 3,076,954.449   640,619.862   MT  0.99984407   +0 39 58.1
 AH1712
 AH1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1712!SPC TX S     -   1.00000090  x   0.99999414  =   0.99999504
 AH1712!UTM  14      -   1.00000090  x   0.99984407  =   0.99984497
 AH1712
 AH1712                          SUPERSEDED SURVEY CONTROL
 AH1712
 AH1712  ELLIP H (02/16/96)   -5.62   (m)                       GP(       ) 5 1
 AH1712  NAD 83(1986)-  27 48 35.41045(N)    097 34 20.59309(W) AD(       ) 1
 AH1712  NGVD 29 (04/09/92)   21.1    (m)           69.     (f) GPS OBS        
 AH1712
 AH1712.Superseded values are not recommended for survey control.
 AH1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1712.See file dsdata.txt to determine how the superseded data were derived.
 AH1712
 AH1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4062076954(NAD 83)
 AH1712_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1712_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1712+WITH SETTING: INFORMATION.
 AH1712_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1712_STAMPING: SO200
 AH1712_MARK LOGO: TX1550
 AH1712_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1712+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1712
 AH1712  HISTORY     - Date     Condition        Report By
 AH1712  HISTORY     - 1991     MONUMENTED       TX1550
 AH1712
 AH1712                          STATION DESCRIPTION
 AH1712
 AH1712'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1712'IN CORPUS CHRISTI, AT THE SW CORNER OF THE OXY CHEM. ENTRANCE AND MC
 AH1712'KINZIE RD. INTER., APPROX. 48 FT (14.6 M) S. OF THE ENTRANCE AND 9 FT
 AH1712'(2.7 M) W. OF PP ON W. SIDE OF MC KINZIE RD.
 AH1712'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO200. ACCESS
 AH1712'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1713 ***********************************************************************
 AH1713  DESIGNATION -  SO 210
 AH1713  PID         -  AH1713
 AH1713  STATE/COUNTY-  TX/NUECES
 AH1713  USGS QUAD   -  ANNAVILLE (1975)
 AH1713
 AH1713                         *CURRENT SURVEY CONTROL
 AH1713  ___________________________________________________________________
 AH1713* NAD 83(1993)-  27 49 38.19636(N)    097 35 59.29417(W)     ADJUSTED  
 AH1713* NAVD 88     -        21.4    (meters)      70.     (feet)  VERTCON   
 AH1713  ___________________________________________________________________
 AH1713  X           -    -746,525.287 (meters)                     COMP
 AH1713  Y           -  -5,595,092.834 (meters)                     COMP
 AH1713  Z           -   2,959,588.857 (meters)                     COMP
 AH1713  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AH1713  ELLIP HEIGHT-          -5.42  (meters)          (06/17/02) GPS OBS
 AH1713  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AH1713
 AH1713  HORZ ORDER  -  FIRST
 AH1713  ELLP ORDER  -  FIFTH     CLASS I
 AH1713
 AH1713.The horizontal coordinates were established by GPS observations
 AH1713.and adjusted by the National Geodetic Survey in February 1996..
 AH1713
 AH1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1713
 AH1713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1713
 AH1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1713
 AH1713.The ellipsoidal height was determined by GPS observations
 AH1713.and is referenced to NAD 83.
 AH1713
 AH1713.The geoid height was determined by GEOID03.
 AH1713
 AH1713;                    North         East     Units Scale Factor Converg.
 AH1713;SPC TX S     - 5,239,702.332   388,684.862   MT  0.99999847   +0 24 31.3
 AH1713;SPC TX S     -17,190,590.07  1,275,210.25   sFT  0.99999847   +0 24 31.3
 AH1713;UTM  14      - 3,078,855.833   637,897.502   MT  0.99983471   +0 39 13.4
 AH1713
 AH1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1713!SPC TX S     -   1.00000085  x   0.99999847  =   0.99999932
 AH1713!UTM  14      -   1.00000085  x   0.99983471  =   0.99983556
 AH1713
 AH1713                          SUPERSEDED SURVEY CONTROL
 AH1713
 AH1713  ELLIP H (02/16/96)   -5.30   (m)                       GP(       ) 5 1
 AH1713  NAD 83(1986)-  27 49 38.20368(N)    097 35 59.27316(W) AD(       ) 1
 AH1713  NGVD 29 (04/09/92)   21.5    (m)           71.     (f) GPS OBS        
 AH1713
 AH1713.Superseded values are not recommended for survey control.
 AH1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1713.See file dsdata.txt to determine how the superseded data were derived.
 AH1713
 AH1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3789878856(NAD 83)
 AH1713_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1713_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1713+WITH SETTING: INFORMATION.
 AH1713_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1713_STAMPING: SO210
 AH1713_MARK LOGO: TX1550
 AH1713_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1713+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1713
 AH1713  HISTORY     - Date     Condition        Report By
 AH1713  HISTORY     - 1991     MONUMENTED       TX1550
 AH1713
 AH1713                          STATION DESCRIPTION
 AH1713
 AH1713'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1713'IN CORPUS CHRISTI, AT THE SW CORNER OF THE VIOLET RD. AND HAVEN DR.
 AH1713'INTER., APPROX. 42 FT (12.8 M) S. OF S. SIDE OF HAVEN DR. AND 12 FT
 AH1713'(3.7 M) W. OF VIOLET RD.
 AH1713'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO210. ACCESS
 AH1713'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1714 ***********************************************************************
 AH1714  DESIGNATION -  SO 230
 AH1714  PID         -  AH1714
 AH1714  STATE/COUNTY-  TX/NUECES
 AH1714  USGS QUAD   -  ROBSTOWN (1975)
 AH1714
 AH1714                         *CURRENT SURVEY CONTROL
 AH1714  ___________________________________________________________________
 AH1714* NAD 83(1993)-  27 51 20.51054(N)    097 37 42.54903(W)     ADJUSTED  
 AH1714* NAVD 88     -        24.3    (meters)      80.     (feet)  VERTCON   
 AH1714  ___________________________________________________________________
 AH1714  X           -    -749,131.142 (meters)                     COMP
 AH1714  Y           -  -5,593,263.094 (meters)                     COMP
 AH1714  Z           -   2,962,375.119 (meters)                     COMP
 AH1714  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH1714  ELLIP HEIGHT-          -2.52  (meters)          (06/17/02) GPS OBS
 AH1714  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH1714
 AH1714  HORZ ORDER  -  FIRST
 AH1714  ELLP ORDER  -  FIFTH     CLASS I
 AH1714
 AH1714.The horizontal coordinates were established by GPS observations
 AH1714.and adjusted by the National Geodetic Survey in February 1996..
 AH1714
 AH1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1714
 AH1714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1714
 AH1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1714
 AH1714.The ellipsoidal height was determined by GPS observations
 AH1714.and is referenced to NAD 83.
 AH1714
 AH1714.The geoid height was determined by GEOID03.
 AH1714
 AH1714;                    North         East     Units Scale Factor Converg.
 AH1714;SPC TX S     - 5,242,831.913   385,837.495   MT  1.00000574   +0 23 44.4
 AH1714;SPC TX S     -17,200,857.70  1,265,868.51   sFT  1.00000574   +0 23 44.4
 AH1714;UTM  14      - 3,081,972.665   635,037.263   MT  0.99982507   +0 38 27.4
 AH1714
 AH1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1714!SPC TX S     -   1.00000040  x   1.00000574  =   1.00000614
 AH1714!UTM  14      -   1.00000040  x   0.99982507  =   0.99982547
 AH1714
 AH1714                          SUPERSEDED SURVEY CONTROL
 AH1714
 AH1714  ELLIP H (02/16/96)   -2.41   (m)                       GP(       ) 5 1
 AH1714  NAD 83(1986)-  27 51 20.51782(N)    097 37 42.52772(W) AD(       ) 1
 AH1714  NGVD 29 (04/09/92)   24.4    (m)           80.     (f) GPS OBS        
 AH1714
 AH1714.Superseded values are not recommended for survey control.
 AH1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1714.See file dsdata.txt to determine how the superseded data were derived.
 AH1714
 AH1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3503781973(NAD 83)
 AH1714_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1714_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1714+WITH SETTING: INFORMATION.
 AH1714_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1714_STAMPING: SO230
 AH1714_MARK LOGO: TX1550
 AH1714_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1714+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1714
 AH1714  HISTORY     - Date     Condition        Report By
 AH1714  HISTORY     - 1991     MONUMENTED       TX1550
 AH1714
 AH1714                          STATION DESCRIPTION
 AH1714
 AH1714'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1714'IN CORPUS CHRISTI, APPROX. .05 MI (0.08 KM) . SE OF THE INTER. OF UP
 AH1714'RIVER RD. AND HEARN RD., W. ON THE FIRST INTER. OF HEARN RD. AND A
 AH1714'D/W WITH A CUL DE SAC, AND 13.2 FT (4.0 M) N. OF THE D/W AT BEGINNING
 AH1714'OF CURVE.
 AH1714'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SO230. ACCESS
 AH1714'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0724 ***********************************************************************
 EN0724  DESIGNATION -  SOAP
 EN0724  PID         -  EN0724
 EN0724  STATE/COUNTY-  TX/MOTLEY
 EN0724  USGS QUAD   -  COTTONWOOD CAMP (1981)
 EN0724
 EN0724                         *CURRENT SURVEY CONTROL
 EN0724  ___________________________________________________________________
 EN0724* NAD 83(1993)-  34 18 37.00027(N)    100 42 19.18732(W)     ADJUSTED  
 EN0724* NAVD 88     -       670.     (meters)    2198.     (feet)  SCALED    
 EN0724  ___________________________________________________________________
 EN0724  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EN0724  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EN0724
 EN0724  HORZ ORDER  -  FIRST
 EN0724
 EN0724.The horizontal coordinates were established by classical geodetic methods
 EN0724.and adjusted by the National Geodetic Survey in February 1996..
 EN0724
 EN0724.The orthometric height was scaled from a topographic map.
 EN0724
 EN0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0724
 EN0724.The geoid height was determined by GEOID03.
 EN0724
 EN0724;                    North         East     Units Scale Factor Converg.
 EN0724;SPC TXNC     - 2,295,307.475   396,996.609   MT  1.00011397   -1 12 10.0
 EN0724;SPC TXNC     - 7,530,521.27  1,302,479.71   sFT  1.00011397   -1 12 10.0
 EN0724;UTM  14      - 3,797,876.371   343,082.872   MT  0.99990352   -0 57 41.2
 EN0724
 EN0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0724!SPC TXNC     -   0.99989919  x   1.00011397  =   1.00001315
 EN0724!UTM  14      -   0.99989919  x   0.99990352  =   0.99980272
 EN0724
 EN0724|---------------------------------------------------------------------|
 EN0724| PID    Reference Object                     Distance      Geod. Az  |
 EN0724|                                                           dddmmss.s |
 EN0724| CX8680 SOAP RM 1                             8.989 METERS 08356     |
 EN0724| CX8681 SOAP RM 2                            28.715 METERS 18013     |
 EN0724| CX8679 SOAP AZ MK                                         2722456.8 |
 EN0724| EN0747 TURKEY MUNICIPAL TANK               APPROX.19.8 KM 2974656.8 |
 EN0724| EN0746 TURKEY MEMPHIS COMP CO TANK         APPROX.20.2 KM 2992843.1 |
 EN0724|---------------------------------------------------------------------|
 EN0724
 EN0724                          SUPERSEDED SURVEY CONTROL
 EN0724
 EN0724  NAD 83(1993)-  34 18 37.00137(N)    100 42 19.18620(W) AD(       ) 1
 EN0724  NAD 83(1986)-  34 18 37.00567(N)    100 42 19.18050(W) AD(       ) 1
 EN0724  NAD 27      -  34 18 36.76431(N)    100 42 17.71362(W) AD(       ) 1
 EN0724
 EN0724.Superseded values are not recommended for survey control.
 EN0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0724.See file dsdata.txt to determine how the superseded data were derived.
 EN0724
 EN0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC4308397876(NAD 83)
 EN0724_MARKER: DS = TRIANGULATION STATION DISK
 EN0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0724_STAMPING: SOAP 1964
 EN0724_PROJECTION: FLUSH
 EN0724_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0724
 EN0724  HISTORY     - Date     Condition        Report By
 EN0724  HISTORY     - 1964     MONUMENTED       CGS
 EN0724  HISTORY     - 19990209 GOOD             TXDOT
 EN0724
 EN0724                          STATION DESCRIPTION
 EN0724
 EN0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0724'STATION IS LOCATED ABOUT 21 MILES NORTH-NORTHEAST OF MATADOR, 12
 EN0724'MILES SOUTHEAST OF TURKEY, 6-3/4 MILES WEST-NORTHWEST OF NORTHFIELD,
 EN0724'AND ON THE NORTH RIGHT-OF-WAY OF FARM ROAD 656.
 EN0724'
 EN0724'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 86 IN THE EAST
 EN0724'EDGE ON TURKEY, GO SOUTH ON STATE HIGHWAY 70 FOR 0.8 MILE TO THE
 EN0724'JUNCTION OF FARM ROAD 656.  TURN LEFT AND GO EATERLY ON FARM ROAD
 EN0724'656 FOR 13.7 MILES TO A DIRT SIDE ROAD RIGHT AND SIGN NORTHFIELD
 EN0724'21.  CONTINUE AHEAD, EAST, FOR 0.7 MILE TO THE AZIMUTH MARK ON
 EN0724'THE RIGHT, CONTINUE AHEAD, EAST, FOR 0.8 MILE TO THE STATION.
 EN0724'
 EN0724'THE STATION MARK IS A STANDARD DISK, STAMPED SOAP 1964, SET IN
 EN0724'TOP OF A 12 INCH SQUARE CONCRETE POST 6 INCHES BELOW THE SURFACE OF
 EN0724'THE GROUND.  IT IS 47.6 FEET NORTH OF THE CENTERLINE OF FARM ROAD
 EN0724'656 AND ABOUT 3 FEET HIGHER, 13.6 FEET EAST-SOUTHEAST OF THE EAST
 EN0724'GATE POST, 8.6 FEET SOUTHWEST OF A METAL WITNESS POST, AND 5.7
 EN0724'FEET SOUTH OF THE NORTH R-O-W FENCE.
 EN0724'
 EN0724'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SOAP NO 1 1964, SET IN
 EN0724'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0724'IS 51.9 FEET NORTH OF THE CENTERLINE OF FARM ROAD 656, 41.7 FEET
 EN0724'EAST OF THE EAST GATE POST, 0.8 FEET SOUTH OF THE NORTH R-O-W FENCE
 EN0724'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 EN0724'
 EN0724'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SOAP NO 2 1964, SET IN
 EN0724'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT
 EN0724'IS 46.4 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 656, 1 FOOT NORTH
 EN0724'OF THE SOUTH R-O-W FENCE AND ABOUT 4 FEET LOWER THAN THE STATION.
 EN0724'
 EN0724'AZIMUTH MARK IS A STANDARD DISK, STAMPED SOAP 1964, SET IN THE TOP
 EN0724'OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH ON THE SOUTH SIDE
 EN0724'AND PROJECTS 1 FOOT ON THE NORTH SIDE.  IT IS 62.5 FEET SOUTH OF
 EN0724'THE CENTERLINE OF FARM ROAD 656, 2.0 FEET EAST OF A METAL WITNESS
 EN0724'POST, 0.7 FEET NORTH OF THE SOUTH R-O-W FENCE AND ABOUT THE SAME
 EN0724'ELEVATION AS THE ROAD.
 EN0724
 EN0724                          STATION RECOVERY (1999)
 EN0724
 EN0724'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 EN0724'STATION, RM 1 AND RM 2 RECOVERED, AZIMUTH MARK NOT SEARCHED FOR -
 EN0724'STATION IS ABOUT 0.18 M (0.59 FT) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2920 ***********************************************************************
 CS2920  DESIGNATION -  SOAP
 CS2920  PID         -  CS2920
 CS2920  STATE/COUNTY-  TX/ELLIS
 CS2920  USGS QUAD   -  BRITTON (1973)
 CS2920
 CS2920                         *CURRENT SURVEY CONTROL
 CS2920  ___________________________________________________________________
 CS2920* NAD 83(1993)-  32 30 22.72927(N)    097 03 28.50231(W)     ADJUSTED  
 CS2920* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 CS2920  ___________________________________________________________________
 CS2920  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 CS2920  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS2920
 CS2920  HORZ ORDER  -  SECOND
 CS2920
 CS2920.The horizontal coordinates were established by classical geodetic methods
 CS2920.and adjusted by the National Geodetic Survey in February 1996..
 CS2920
 CS2920.The orthometric height was scaled from a topographic map.
 CS2920
 CS2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2920
 CS2920.The geoid height was determined by GEOID03.
 CS2920
 CS2920;                    North         East     Units Scale Factor Converg.
 CS2920;SPC TXNC     - 2,094,039.124   735,497.369   MT  0.99991760   +0 47 11.4
 CS2920;SPC TXNC     - 6,870,193.36  2,413,044.28   sFT  0.99991760   +0 47 11.4
 CS2920;UTM  14      - 3,598,220.982   682,439.761   MT  1.00001045   +1 02 38.2
 CS2920
 CS2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2920!SPC TXNC     -   0.99997630  x   0.99991760  =   0.99989391
 CS2920!UTM  14      -   0.99997630  x   1.00001045  =   0.99998675
 CS2920
 CS2920:                Primary Azimuth Mark                     Grid Az
 CS2920:SPC TXNC     -  MIDLOTHIAN MUNICIPAL TANK                112 15 52.1
 CS2920:UTM  14      -  MIDLOTHIAN MUNICIPAL TANK                112 00 25.3
 CS2920
 CS2920|---------------------------------------------------------------------|
 CS2920| PID    Reference Object                     Distance      Geod. Az  |
 CS2920|                                                           dddmmss.s |
 CS2920| CS2736 MIDLOTHIAN MUNICIPAL TANK           APPROX. 6.5 KM 1130303.5 |
 CS2920| CY2325 SOAP RM 1                            16.139 METERS 12904     |
 CS2920| CY2327 SOAP RM 3                            16.108 METERS 12911     |
 CS2920| CY2323 SOAP AZ MK                                         1331554.5 |
 CS2920| CY2324 SOAP AZ MK 2                                       1331525.0 |
 CS2920| CY2326 SOAP RM 2                            18.318 METERS 30845     |
 CS2920| CY2328 SOAP RM 4                            18.365 METERS 30848     |
 CS2920|---------------------------------------------------------------------|
 CS2920
 CS2920                          SUPERSEDED SURVEY CONTROL
 CS2920
 CS2920  NAD 83(1986)-  32 30 22.73480(N)    097 03 28.48354(W) AD(       ) 2
 CS2920  NAD 27      -  32 30 22.24000(N)    097 03 27.46200(W) AD(       ) 2
 CS2920
 CS2920.Superseded values are not recommended for survey control.
 CS2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2920.See file dsdata.txt to determine how the superseded data were derived.
 CS2920
 CS2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8244098221(NAD 83)
 CS2920_MARKER: DS = TRIANGULATION STATION DISK
 CS2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2920
 CS2920  HISTORY     - Date     Condition        Report By
 CS2920  HISTORY     - 1947     MONUMENTED       CGS
 CS2920  HISTORY     - 1952     GOOD             CGS
 CS2920  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS2920  HISTORY     - 1959     GOOD             CGS
 CS2920  HISTORY     - 1960     GOOD             CGS
 CS2920  HISTORY     - 1966     GOOD             CGS
 CS2920  HISTORY     - 1968     GOOD             CGS
 CS2920  HISTORY     - 1983     GOOD             TXHD
 CS2920
 CS2920                          STATION DESCRIPTION
 CS2920
 CS2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2920'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF MIDLOTHIAN
 CS2920'AND 6.0 MILES SOUTHEAST OF MANSFIELD ALONG U.S. HIGHWAY 287.  IT
 CS2920'IS 85 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 6 FEET EAST
 CS2920'OF A REFERENCE POST.  IT IS STAMPED SOAP 1947 AND SET FLUSH
 CS2920'WITH THE GROUND SURFACE.
 CS2920'
 CS2920'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 85 FEET NORTH OF
 CS2920'THE CENTER OF THE HIGHWAY AT THE SOUTH EDGE OF A CULTIVATED FIELD.
 CS2920'IT IS STAMPED SOAP NO 1 1947 AND PROJECTS 3 INCHES.
 CS2920'
 CS2920'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 85 FEET NORTH OF
 CS2920'THE CENTER OF THE HIGHWAY AT THE SOUTH EDGE OF A CULTIVATED
 CS2920'FIELD.  IT IS STAMPED SOAP NO 2 1947 AND PROJECTS 3 INCHES.
 CS2920'
 CS2920'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTHEAST OF THE STATION,
 CS2920'ON THE TOP OF THE BANK 80 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 CS2920'AND 1 FOOT NORTH OF FENCE LINE.  IT IS STAMPED SOAP 1947 AND
 CS2920'PROJECTS 3 INCHES.
 CS2920'
 CS2920'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CS2920'287 IN MIDLOTHIAN, GO NORTHWEST ON 287 TOWARDS FORT WORTH FOR
 CS2920'3.4 MILES TO THE AZIMUTH MARK ON THE TOP OF THE BANK ON THE
 CS2920'LEFT AS DESCRIBED, CONTINUE STRAIGHT AHEAD ON 287 FOR 0.6 MILES
 CS2920'TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2920'
 CS2920'A 4 FOOT SIGNAL AT STATION BRITTON IS V.G.
 CS2920'
 CS2920'A 100 FOOT SIGNAL AT STATION PATTON IS V.G.
 CS2920'
 CS2920'A 100 FOOT SIGNAL AT STATION MIDLOTHIAN IS V.G.
 CS2920'
 CS2920'A 74 FOOT SIGNAL AT STATION ESKRIDGE IS V.G.
 CS2920'
 CS2920'AN 87 FOOT SIGNAL AT STATION WYATT IS V.G.
 CS2920'
 CS2920'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CS2920
 CS2920                          STATION RECOVERY (1952)
 CS2920
 CS2920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JL)
 CS2920'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS2920'DESCRIBED.  REFERENCE MARKS NOS. 1 AND 2 WERE DESTROYED BY
 CS2920'HIGHWAY EQUIPMENT.  REFERENCE MARKS NOS. 3 AND 4 WERE ESTABLISHED
 CS2920'IN 1952, IN APPROXIMATELY THE SAME POSITION AS THE ORIGINAL MARKS.
 CS2920'
 CS2920'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED SOAP 1947 NO 3
 CS2920'1952 SET IN A CONCRETE BLOCK, EAST OF THE STATION AT THE TOP OF
 CS2920'THE HIGHWAY CUT, AND AT THE EDGE OF THE FIELD.  IT IS 85 FEET
 CS2920'NORTH OF THE CENTER-LINE OF THE HIGHWAY AND IS FLUSH WITH THE
 CS2920'SURFACE OF THE GROUND.
 CS2920'
 CS2920'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED SOAP 1947 NO 4
 CS2920'1952 SET IN A CONCRETE BLOCK, WEST OF THE STATION AT THE TOP
 CS2920'OF THE HIGHWAY CUT, AND AT THE EDGE OF THE FIELD.  IT IS 85
 CS2920'FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY AND IS FLUSH
 CS2920'WITH THE SURFACE OF THE GROUND.
 CS2920'
 CS2920'THE ORIGINAL DESCRIPTION TO THE STATION AND THE AZIMUTH MARK
 CS2920'IS CORRECT IN ALL DETAILS.
 CS2920
 CS2920                          STATION RECOVERY (1958)
 CS2920
 CS2920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2920'STATION SEARCHED FOR AND NOT FOUND.  STATION AND REFERENCE MARKS
 CS2920'PROBABLY COVERED WITH DIRT.
 CS2920'
 CS2920'AZIMUTH MARK FOUND DESTROYED.
 CS2920
 CS2920                          STATION RECOVERY (1959)
 CS2920
 CS2920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2920'STATION, REFERENCE MARKS NOS. 3 AND 4 WERE RECOVERED IN GOOD
 CS2920'CONDITION AS DESCRIBED.  THESE THREE MARKS ALL ABOUT 5 FEET
 CS2920'SOUTH OF THE EDGE OF THE CULTIVATED AREA AND ARE UNDER THE
 CS2920'SURFACE OF THE GROUND.  THE AZIMUTH POST IS IN PLACE BUT THE
 CS2920'TOP OF THE CONCRETE AND THE DISK ARE GONE.
 CS2920'
 CS2920'THE STATION MARK IS 142 FEET SOUTHEAST OF A FENCE CORNER AND
 CS2920'73.2 FEET NORTHWEST OF A HIGHWAY RIGHT-OF-WAY POST.
 CS2920'
 CS2920'REFERENCE MARK NO. 3 IS 23.5 FEET WEST OF THE RIGHT-OF-WAY POST.
 CS2920
 CS2920                          STATION RECOVERY (1960)
 CS2920
 CS2920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2920'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 CS2920'MARK NO. 1 COULD NOT BE LOCATED.  REFERENCE MARK NO. 2 DISC IS
 CS2920'GONE AND MARKER IS PARTIALLY BROKEN BUT IT IS IN APPROXIMATE
 CS2920'ORIGINAL POSITION.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CS2920'ARE CORRECT.
 CS2920
 CS2920                          STATION RECOVERY (1966)
 CS2920
 CS2920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2920'THE STATION MARK, REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED
 CS2920'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 CS2920'A NEW AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 CS2920'
 CS2920'THE STATION IS ABOUT 4 MILES NORTHWEST OF MIDLOTHIAN, 6 MILES
 CS2920'SOUTHEAST OF MANSFIELD, ON THE NORTHEAST RIGHT-OF-WAY AND
 CS2920'ABOUT 10 FEET ABOVE THE ROAD LEVEL OF U.S. HIGHWAY 287.
 CS2920'
 CS2920'TO REACH STATION FROM THE POST OFFICE IN MANSFIELD, GO SOUTHEAST
 CS2920'ON U.S. HIGHWAY 287 FOR 6.0 MILES TO THE JUNCTION OF FM HIGHWAY
 CS2920'66, THENCE CONTINUE ON HIGHWAY 287 FOR 0.4 MILE TO STATION
 CS2920'ON THE LEFT.  TO REACH AZIMUTH MARK FROM STATION, GO SOUTHEAST
 CS2920'ON HIGHWAY 287 FOR 0.65 MILE TO MARK ON THE RIGHT.
 CS2920'
 CS2920'STATION MARK, A STANDARD DISK, STAMPED SOAP 1947, IS SET IN A
 CS2920'10 IN X 10 IN CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE
 CS2920'SURFACE OF GROUND.  IT IS 142 FEET SOUTH OF A CORNER FENCE
 CS2920'POST, 86 FEET NORTHEAST OF THE HIGHWAY CENTER LINE, 73 FEET
 CS2920'WEST OF A HIGHWAY RIGHT-OF-WAY POST, AND 1 FOOT EAST OF A WOODEN
 CS2920'WITNESS POST.
 CS2920'
 CS2920'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED SOAP 1947 NO 3
 CS2920'1952, IS SET IN A 10 IN X 10 IN CONCRETE POST ABOUT 2 INCHES
 CS2920'BELOW THE SURFACE OF GROUND.  IT IS 87 FEET NORTHEAST OF THE
 CS2920'HIGHWAY CENTER LINE, AND 20 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY
 CS2920'POST.
 CS2920'
 CS2920'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED SOAP 1947 NO 4
 CS2920'1952, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH IS ABOUT
 CS2920'1 INCH BELOW THE SURFACE OF GROUND.  IT IS 85 FEET NORTHEAST OF
 CS2920'THE HIGHWAY CENTER LINE, AND 84 FEET EAST OF THE CORNER FENCE
 CS2920'POST.
 CS2920'
 CS2920'AZIMUTH MARK, A STANDARD DISK, STAMPED SOAP 1947 AZ 2 1966, IS
 CS2920'SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS2920'OF GROUND.  IT IS 252 FEET WEST OF A RAVINE, 96 FEET SOUTHWEST
 CS2920'OF THE HIGHWAY CENTER LINE, 2 FEET NORTHWEST OF A METAL WITNESS
 CS2920'POST, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 CS2920'
 CS2920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 CS2920
 CS2920                          STATION RECOVERY (1968)
 CS2920
 CS2920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CS2920'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CS2920'IN GOOD CONDITION AS DESCRIBED IN THE 1966 RECOVERY NOTE
 CS2920'DESCRIPTION.  ROUTE PROCEEDING TO STATION SITE IS ADEQUATE.
 CS2920'
 CS2920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 CS2920'OF MIDLOTHIAN
 CS2920
 CS2920                          STATION RECOVERY (1983)
 CS2920
 CS2920'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1983 (CLJ)
 CS2920'SOAP 1947 RECOVERED GOOD CONDITION.
 CS2920'
 CS2920'RM NO. 3 1952 RECOVERED GOOD CONDITION.
 CS2920'
 CS2920'RM NO. 4 1952 RECOVERED GOOD CONDITION.  STEEL WITNESS POSTS NEAR
 CS2920'ALL MARKS.
 CS2920'
 CS2920'AZIMUTH MARK NOT FOUND.  LINE-OF-SIGHT EXISTS TO MIDLOTHIAN
 CS2920'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1125 ***********************************************************************
 CR1125  DESIGNATION -  SOAPE
 CR1125  PID         -  CR1125
 CR1125  STATE/COUNTY-  TX/PANOLA
 CR1125  USGS QUAD   -  GARY (1983)
 CR1125
 CR1125                         *CURRENT SURVEY CONTROL
 CR1125  ___________________________________________________________________
 CR1125* NAD 83(1993)-  32 04 33.02977(N)    094 18 30.74675(W)     ADJUSTED  
 CR1125* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 CR1125  ___________________________________________________________________
 CR1125  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CR1125  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR1125
 CR1125  HORZ ORDER  -  THIRD
 CR1125
 CR1125.The horizontal coordinates were established by classical geodetic methods
 CR1125.and adjusted by the National Geodetic Survey in February 1996..
 CR1125
 CR1125.The orthometric height was scaled from a topographic map.
 CR1125
 CR1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1125
 CR1125.The geoid height was determined by GEOID03.
 CR1125
 CR1125;                    North         East     Units Scale Factor Converg.
 CR1125;SPC TXNC     - 2,053,268.734   995,639.299   MT  1.00001642   +2 17 09.6
 CR1125;SPC TXNC     - 6,736,432.50  3,266,526.60   sFT  1.00001642   +2 17 09.6
 CR1125;SPC TX C     - 3,282,488.472 1,268,587.044   MT  1.00005739   +3 06 11.2
 CR1125;SPC TX C     -10,769,297.60  4,162,022.66   sFT  1.00005739   +3 06 11.2
 CR1125;UTM  15      - 3,549,591.213   376,498.461   MT  0.99978810   -0 41 41.9
 CR1125
 CR1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1125!SPC TXNC     -   0.99999062  x   1.00001642  =   1.00000704
 CR1125!SPC TX C     -   0.99999062  x   1.00005739  =   1.00004801
 CR1125!UTM  15      -   0.99999062  x   0.99978810  =   0.99977872
 CR1125
 CR1125|---------------------------------------------------------------------|
 CR1125| PID    Reference Object                     Distance      Geod. Az  |
 CR1125|                                                           dddmmss.s |
 CR1125| CX6283 SOAPE RM 2                           29.823 METERS 25058     |
 CR1125| CX6281 SOAPE AZ MK                                        3461029.8 |
 CR1125| CX6282 SOAPE RM 1                           25.884 METERS 35224     |
 CR1125|---------------------------------------------------------------------|
 CR1125
 CR1125                          SUPERSEDED SURVEY CONTROL
 CR1125
 CR1125  NAD 83(1986)-  32 04 33.03886(N)    094 18 30.73775(W) AD(       ) 3
 CR1125  NAD 27      -  32 04 32.44540(N)    094 18 30.02300(W) AD(       ) 3
 CR1125
 CR1125.Superseded values are not recommended for survey control.
 CR1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1125.See file dsdata.txt to determine how the superseded data were derived.
 CR1125
 CR1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7649849591(NAD 83)
 CR1125_MARKER: DS = TRIANGULATION STATION DISK
 CR1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1125
 CR1125  HISTORY     - Date     Condition        Report By
 CR1125  HISTORY     - 1958     MONUMENTED       CGS
 CR1125  HISTORY     - 1973     GOOD             TXHD
 CR1125
 CR1125                          STATION DESCRIPTION
 CR1125
 CR1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1125'THE STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY
 CR1125'59, ABOUT 6 MILES SOUTH-SOUTHEAST OF CARTHAGE.  IT IS ON
 CR1125'PROPERTY BELONGING TO MR. JACK SOAPE.  IT IS 86 FEET SOUTH
 CR1125'OF A FENCE CORNER, 67 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 CR1125'59, 39 FEET SOUTHEAST OF A LARGE OAK TREE AND 16 FEET WEST OF
 CR1125'A FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 CR1125'AND IS STAMPED SOAPE 1958.
 CR1125'
 CR1125'REFERENCE MARK NO. 1 IS 6 FEET WEST OF THE CENTER OF A BOARD
 CR1125'GATE, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF
 CR1125'A FENCE.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 CR1125'GROUND AND IS STAMPED SOAPE NO 1 1958.
 CR1125'
 CR1125'REFERENCE MARK NO. 2 IS 99 FEET SOUTH OF THE SOUTHWEST CORNER OF
 CR1125'A SMALL SHED, 81 FEET WEST-SOUTHWEST OF A LARGE OAK TREE AND
 CR1125'28 FEET WEST OF THE WEST EDGE OF A CUT BANK.  THE MARK IS SET
 CR1125'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED SOAPE
 CR1125'NO 2 1958.
 CR1125'
 CR1125'THE AZIMUTH MARK IS 95 FEET SOUTH-SOUTHEAST OF A POWER LINE
 CR1125'POLE, 68 FEET EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY
 CR1125'59 AND 4 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS POST.  THE
 CR1125'MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1125'STAMPED SOAPE 1958.
 CR1125'
 CR1125'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 CR1125'IN CARTHAGE GO SOUTH ON U.S. HIGHWAY 59 FOR 5.1 MILES TO THE
 CR1125'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  FROM THE AZIMUTH MARK
 CR1125'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 59 AND GO 0.55 MILE
 CR1125'TO THE STATION ON THE RIGHT AS DESCRIBED, ABOUT 100 YARDS
 CR1125'SOUTH OF MR. SOAPES HOUSE.
 CR1125'
 CR1125'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1125
 CR1125                          STATION RECOVERY (1973)
 CR1125
 CR1125'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973 (CLJ)
 CR1125'SOAPE 1958-GOOD
 CR1125'
 CR1125'SOAPE AZIMUTH MARK-GOOD
 CR1125'
 CR1125'R.M. 1-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1110 ***********************************************************************
 CR1110  DESIGNATION -  SOCAGEE
 CR1110  PID         -  CR1110
 CR1110  STATE/COUNTY-  TX/HARRISON
 CR1110  USGS QUAD   -  STRICKLIN SPRINGS (1978)
 CR1110
 CR1110                         *CURRENT SURVEY CONTROL
 CR1110  ___________________________________________________________________
 CR1110* NAD 83(1993)-  32 25 25.23027(N)    094 10 02.43168(W)     ADJUSTED  
 CR1110* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 CR1110  ___________________________________________________________________
 CR1110  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 CR1110  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CR1110
 CR1110  HORZ ORDER  -  FIRST
 CR1110
 CR1110.The horizontal coordinates were established by classical geodetic methods
 CR1110.and adjusted by the National Geodetic Survey in February 1996..
 CR1110
 CR1110.The orthometric height was scaled from a topographic map.
 CR1110
 CR1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1110
 CR1110.The geoid height was determined by GEOID03.
 CR1110
 CR1110;                    North         East     Units Scale Factor Converg.
 CR1110;SPC TXNC     - 2,092,347.211 1,007,369.569   MT  0.99993225   +2 21 46.8
 CR1110;SPC TXNC     - 6,864,642.47  3,305,011.66   sFT  0.99993225   +2 21 46.8
 CR1110;SPC LA N     -   214,497.021   843,189.846   MT  0.99995362   -0 52 53.5
 CR1110;SPC LA N     -   703,728.98  2,766,365.35   sFT  0.99995362   -0 52 53.5
 CR1110;UTM  15      - 3,587,997.986   390,245.075   MT  0.99974855   -0 37 33.5
 CR1110
 CR1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1110!SPC TXNC     -   0.99998511  x   0.99993225  =   0.99991736
 CR1110!SPC LA N     -   0.99998511  x   0.99995362  =   0.99993873
 CR1110!UTM  15      -   0.99998511  x   0.99974855  =   0.99973366
 CR1110
 CR1110:                Primary Azimuth Mark                     Grid Az
 CR1110:SPC TXNC     -  WASKOM MUNICIPAL TANK                    056 01 20.8
 CR1110:SPC LA N     -  WASKOM MUNICIPAL TANK                    059 16 01.1
 CR1110:UTM  15      -  WASKOM MUNICIPAL TANK                    059 00 41.1
 CR1110
 CR1110|---------------------------------------------------------------------|
 CR1110| PID    Reference Object                     Distance      Geod. Az  |
 CR1110|                                                           dddmmss.s |
 CR1110| CR1100 WASKOM MUNICIPAL TANK               APPROX.11.7 KM 0582307.6 |
 CR1110| CX6285 SOCAGEE RM 1                         24.266 METERS 12402     |
 CR1110| CX6287 SOCAGEE RM 3                         26.479 METERS 12831     |
 CR1110| CX6284 SOCAGEE AZ MK                                      1532400.1 |
 CR1110| CX6286 SOCAGEE RM 2                         23.948 METERS 26316     |
 CR1110| CX6288 SOCAGEE RM 4                         29.377 METERS 27010     |
 CR1110|---------------------------------------------------------------------|
 CR1110
 CR1110                          SUPERSEDED SURVEY CONTROL
 CR1110
 CR1110  NAD 83(1993)-  32 25 25.23682(N)    094 10 02.42373(W) AD(       ) 1
 CR1110  NAD 83(1986)-  32 25 25.24005(N)    094 10 02.42218(W) AD(       ) 1
 CR1110  NAD 27      -  32 25 24.68240(N)    094 10 01.73860(W) AD(       ) 1
 CR1110
 CR1110.Superseded values are not recommended for survey control.
 CR1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1110.See file dsdata.txt to determine how the superseded data were derived.
 CR1110
 CR1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR9024587998(NAD 83)
 CR1110_MARKER: DS = TRIANGULATION STATION DISK
 CR1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1110
 CR1110  HISTORY     - Date     Condition        Report By
 CR1110  HISTORY     - 1950     MONUMENTED       CGS
 CR1110  HISTORY     - 1956     GOOD             CGS
 CR1110  HISTORY     - 1958     GOOD             CGS
 CR1110  HISTORY     - 1963     GOOD             CGS
 CR1110  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR1110
 CR1110                          STATION DESCRIPTION
 CR1110
 CR1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1110'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHEAST OF MARSHALL,
 CR1110'7-1/2 MILES SOUTHWEST OF WASKOM AND NEAR THE HEAD OF SOCAGEE
 CR1110'CREEK.  IT IS ALONG THE NORTH SIDE OF A GRADE DIRT ROAD, 29
 CR1110'FEET NORTH OF ITS CENTERLINE, 57 FEET EAST OF THE APPROXIMATE
 CR1110'CENTERLINE OF A NORTH-SOUTH ROAD, 15 FEET WEST OF A CEDAR
 CR1110'TREE AND 7-1/2 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 CR1110'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED, SOCAGEE 1950.
 CR1110'
 CR1110'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION,
 CR1110'19 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD,
 CR1110'12 FEET NORTH OF A POWERLINE POLE AND NEAR THE RIGHT-OF-WAY
 CR1110'FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISC
 CR1110'IS STAMPED, SOCAGEE NO 1 1950.
 CR1110'
 CR1110'REFERENCE MARK NO. 2 IS ACROSS THE NORTH-SOUTH ROAD FROM THE
 CR1110'STATION, 21 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE
 CR1110'ROAD, 21 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE
 CR1110'EAST-WEST ROAD AND IN THE NORTHWEST CORNER OF THE INTERSECTION
 CR1110'OF THE ROADS.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC
 CR1110'IS STAMPED, SOCAGEE NO 2 1950.
 CR1110'
 CR1110'AZIMUTH MARK IS ON THE SUMMIT OF THE SOUTHEASTWARD EXTENSION
 CR1110'OF THE SAME LOW RIDGE THAT THE STATION IS ON, ABOUT 150
 CR1110'FEET WEST OF A FARMHOUSE AND ALONG THE NORTH SIDE OF A GARDEN
 CR1110'LOT.  IT IS 16 FEET WEST OF THE NORTHEAST CORNER OF THE
 CR1110'LOT AND 2-1/2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS
 CR1110'ABOUT 6 INCHES AND THE DISC IS STAMPED, SOCAGEE 1950.
 CR1110'
 CR1110'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS
 CR1110'80 AND 59 IN MARSHALL BY GOING EASTERLY ON U.S. HIGHWAY
 CR1110'80 FOR 12.1 MILES TO A GRADED DIRT ROAD TO THE RIGHT.  (THIS
 CR1110'IS ABOUT 0.25 MILE WEST OF A SMALL BUSINESS SETTLEMENT OF
 CR1110'GAS STATIONS AND STORES.) THENCE TURN RIGHT OR SOUTH AND
 CR1110'FOLLOW MAIN ROAD SOUTH FOR 3.9 MILES TO A FORKS OF THE ROAD.
 CR1110'TAKE RIGHT FORKS AND GO 1.7 MILES TO THE SUMMIT OF A LOW
 CR1110'RIDGE AND A ROAD TO THE RIGHT OR NORTH AND THE STATION SITE
 CR1110'IN THE NORTHEAST CORNER OF THE INTERSECTION AS DESCRIBED
 CR1110'ABOVE.
 CR1110'
 CR1110'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 CR1110'GRADED DIRT ROAD FOR 0.25 MILE TO A GATE AND CATTLE GUARD
 CR1110'ON THE RIGHT.  TURN RIGHT, ACROSS CATTLE GUARD AND GO 0.25
 CR1110'MILE TO A FARM HOUSE AND THE MARK WEST OF THE HOUSE AS DESCRIBED
 CR1110'ABOVE.
 CR1110'
 CR1110'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1110
 CR1110                          STATION RECOVERY (1956)
 CR1110
 CR1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1110'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1110'
 CR1110'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN FAIR CONDITION,
 CR1110'BUT THEY ARE QUITE CLOSE TO DITCHES AND STAND IN DANGER
 CR1110'OF BEING WASHED OUT OR GRADED OUT AND THEREBY RENDERED USELESS.
 CR1110'
 CR1110'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  DIRECTIONS
 CR1110'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1110
 CR1110                          STATION RECOVERY (1958)
 CR1110
 CR1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1110'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS
 CR1110'DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO
 CR1110'1 AND NO 2 WERE DESTROYED AS THEY HAD BEEN DISTURBED BY HEAVY
 CR1110'ROAD GRADING EQUIPMENT.  REFERENCE MARKS NO 3 AND NO 4 WERE
 CR1110'ESTABLISHED AT THIS DATE.  THE PREVIOUS DESCRIPTION OF THE TO
 CR1110'REACH IS ADEQUATE.  A NEW DESCRIPTION WITH ADDITIONS AND
 CR1110'CORRECTIONS ARE INCORPORATED IN THE FOLLOWING.
 CR1110'
 CR1110'THE STATION IS LOCATED ON A LOW NORTH-SOUTH RIDGE ABOUT
 CR1110'14-1/2 MILES SOUTHEAST OF MARSHALL, 7-1/2 MILES SOUTHWEST
 CR1110'OF WASKOM, 5 MILES NORTHEAST OF ELYSIAN-FIELDS AND NEAR THE
 CR1110'HEAD OF SOCAGEE CREEK.  IT IS ALONG THE NORTH SIDE OF A
 CR1110'BLACKTOP ROAD ON THE ROAD RIGHT OF WAY, 383 FEET SOUTH OF
 CR1110'THE SOUTHERN MOST OF 7 SMALL GAS STORAGE TANKS PAINTED SILVER,
 CR1110'54 FEET EAST OF THE APPROXIMATE CENTER OF A CATTLE GUARD
 CR1110'AND DRIVEWAY, 29 FEET NORTH OF THE APPROXIMATE CENTER OF
 CR1110'THE BLACKTOP ROAD AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 CR1110'
 CR1110'THE STATION MARK, A STANDARD DISK STAMPED SOCAGEE 1950, IS
 CR1110'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1110'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1110'
 CR1110'REFERENCE MARK NO 3, A STANDARD DISK STAMPED SOCAGEE NO 3
 CR1110'1950, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST
 CR1110'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30 FEET SOUTH OF
 CR1110'THE APPROXIMATE CENTER OF THE BLACKTOP ROAD, 3 FEET NORTHWEST
 CR1110'OF A POWERLINE POLE AND 1 FOOT NORTH OF A FENCE LINE.
 CR1110'
 CR1110'REFERENCE MARK NO 4, A STANDARD DISK STAMPED SOCAGEE NO 4
 CR1110'1950, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST
 CR1110'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 39 FEET WEST OF
 CR1110'THE APPROXIMATE CENTER OF A CATTLE GUARD AND DRIVEWAY, 31 FEET
 CR1110'NORTH OF THE APPROXIMATE CENTER OF THE BLACKTOP ROAD AND 1
 CR1110'FOOT SOUTH OF A FENCE LINE AND ABOUT 3 FEET LOWER THAN THE
 CR1110'STATION MARK.
 CR1110'
 CR1110'THE AZIMUTH MARK, A STANDARD DISK STAMPED SOCAGEE 1950, IS
 CR1110'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1110'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ON
 CR1110'THE SUMMIT OF THE SOUTHWARD EXTENSION OF THE SAME LOW RIDGE
 CR1110'THAT THE STATION IS ON, ABOUT 150 FEET WEST OF A FARM HOUSE
 CR1110'AND ALONG THE NORTH SIDE OF A GARDEN LOT.  IT IS 16 FEET
 CR1110'WEST OF THE NORTHWEST CORNER OF THE LOT AND 1 FOOT WEST OF
 CR1110'A WHITE WITNESS POST.
 CR1110'
 CR1110'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 CR1110'BLACKTOP ROAD FOR 0.1 MILE TO A CATTLE GUARD AND DRIVEWAY
 CR1110'ON THE RIGHT, SOUTH, SIDE OF THE ROAD.  TURN RIGHT ACROSS
 CR1110'THE CATTLE GUARD ONTO THE DRIVEWAY AND GO 0.25 MILE TO THE FARM
 CR1110'HOUSE AND THE MARK WEST OF THE HOUSE AS DESCRIBED.
 CR1110'
 CR1110'TO REACH THE STATION FROM THE POST OFFICE IN ELYSIAN-FIELDS,
 CR1110'TEXAS, GO NORTH-NORTHWEST ON FARM ROAD 31 FOR 4.5 MILES TO
 CR1110'A BLACKTOP ROAD ON THE RIGHT AND THE ELYSIAN-FIELDS TEXAS
 CR1110'STATE FIRE LOOKOUT TOWER.  TURN RIGHT AND GO EASTERLY ON
 CR1110'THE BLACKTOP ROAD FOR 1.95 MILES TO A CROSSROAD.  TURN LEFT
 CR1110'AND GO NORTH-NORTHEAST ON THE BLACKTOP ROAD FOR 0.35 MILE TO A
 CR1110'FORK.  TAKE THE RIGHT FORK AND GO EASTERLY ON THE BLACKTOP
 CR1110'ROAD FOR 1.6 MILES TO THE SUMMIT OF THE LOW RIDGE AND THE
 CR1110'STATION AS DESCRIBED.
 CR1110'
 CR1110'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 CR1110
 CR1110                          STATION RECOVERY (1963)
 CR1110
 CR1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CR1110'RECOVERED AS DESCRIBED
 CR1110
 CR1110                          STATION RECOVERY (1998)
 CR1110
 CR1110'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1888 ***********************************************************************
 FL1888  DESIGNATION -  SOCKWELL
 FL1888  PID         -  FL1888
 FL1888  STATE/COUNTY-  TX/WHEELER
 FL1888  USGS QUAD   -  ALLISON (1963)
 FL1888
 FL1888                         *CURRENT SURVEY CONTROL
 FL1888  ___________________________________________________________________
 FL1888* NAD 83(1993)-  35 33 08.93163(N)    100 00 52.62226(W)     ADJUSTED  
 FL1888* NAVD 88     -       783.2    (meters)    2570.     (feet)  VERTCON   
 FL1888  ___________________________________________________________________
 FL1888  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FL1888  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FL1888
 FL1888  HORZ ORDER  -  FIRST
 FL1888
 FL1888.The horizontal coordinates were established by classical geodetic methods
 FL1888.and adjusted by the National Geodetic Survey in February 1996..
 FL1888
 FL1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1888
 FL1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1888
 FL1888.The geoid height was determined by GEOID03.
 FL1888
 FL1888;                    North         East     Units Scale Factor Converg.
 FL1888;SPC TX N     - 1,173,239.033   334,663.453   MT  0.99991362   +0 51 39.0
 FL1888;SPC TX N     - 3,849,201.73  1,097,975.01   sFT  0.99991362   +0 51 39.0
 FL1888;SPC OK N     -    63,194.754   417,346.601   MT  1.00000261   -1 11 20.1
 FL1888;SPC OK N     -   207,331.46  1,369,244.64   sFT  1.00000261   -1 11 20.1
 FL1888;SPC OK S     -   247,994.285   417,331.725   MT  1.00007867   -1 08 36.7
 FL1888;SPC OK S     -   813,627.92  1,369,195.83   sFT  1.00007867   -1 08 36.7
 FL1888;UTM  14      - 3,934,787.374   408,039.534   MT  0.99970421   -0 35 24.0
 FL1888
 FL1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1888!SPC TX N     -   0.99988139  x   0.99991362  =   0.99979502
 FL1888!SPC OK N     -   0.99988139  x   1.00000261  =   0.99988400
 FL1888!SPC OK S     -   0.99988139  x   1.00007867  =   0.99996005
 FL1888!UTM  14      -   0.99988139  x   0.99970421  =   0.99958564
 FL1888
 FL1888|---------------------------------------------------------------------|
 FL1888| PID    Reference Object                     Distance      Geod. Az  |
 FL1888|                                                           dddmmss.s |
 FL1888| CL3284 SOCKWELL RM                                        13143     |
 FL1888| FK0610 LAKE                                APPROX. 2.5 KM 1440211.8 |
 FL1888|---------------------------------------------------------------------|
 FL1888
 FL1888                          SUPERSEDED SURVEY CONTROL
 FL1888
 FL1888  NAD 83(1993)-  35 33 08.93166(N)    100 00 52.62226(W) AD(       ) 1
 FL1888  NAD 83(1986)-  35 33 08.93507(N)    100 00 52.61089(W) AD(       ) 1
 FL1888  NAD 27      -  35 33 08.76200(N)    100 00 51.19900(W) AD(       ) 1
 FL1888  NGVD 29 (07/19/86)  782.9    (m)         2569.     (f) VERT ANG       
 FL1888
 FL1888.Superseded values are not recommended for survey control.
 FL1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1888.See file dsdata.txt to determine how the superseded data were derived.
 FL1888
 FL1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0804034787(NAD 83)
 FL1888_MARKER: DS = TRIANGULATION STATION DISK
 FL1888_SETTING: 0 = UNSPECIFIED SETTING
 FL1888
 FL1888  HISTORY     - Date     Condition        Report By
 FL1888  HISTORY     - 1927     MONUMENTED       CGS
 FL1888  HISTORY     - 1963     GOOD             USGS
 FL1888
 FL1888                          STATION DESCRIPTION
 FL1888
 FL1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FL1888'ABOUT 5 MILES S AND 5 MILES W OF RANKIN, OKLAHOMA, ABOUT 1/2
 FL1888'MILE W OF STATE LINE (OLD), ON HIGHEST POINT IN SANDY PASTURE,
 FL1888'150 METERS (492 FEET) S OF FENCE.
 FL1888'
 FL1888'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 FL1888'SET IN CONCRETE.
 FL1888'
 FL1888'REFERENCE MARK IS 2347.9 METERS (7703 FEET) FROM STATION
 FL1888'S 48 DEG 18 MIN E.  IT IS THE SAME CONCRETE BLOCK THAT
 FL1888'WAS USED AS A REFERENCE MARK FOR STATION LAKE.
 FL1888'
 FL1888'TO REACH FROM RANKIN OR SWEETWATER TAKE ROAD MERIDIAN LAKE.  FROM
 FL1888'N END OF LAKE FOLLOW E SIDE OF FENCE 1.3 MILES TO GATE, THROUGH
 FL1888'GATE, AND 0.6 MILE N TO OLD WINDMILL.  STATION IS ON TOP OF
 FL1888'SAND DUNE 3/4 MILE DISTANT.
 FL1888
 FL1888                          STATION RECOVERY (1963)
 FL1888
 FL1888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL1888'THE DESCRIPTION WAS FOUND TO BE GOOD.  THE SAND HILL WHERE THE
 FL1888'STATION IS LOCATED WAS FOUND, BUT THE STATION WAS NOT RECOVERED
 FL1888'BECAUSE IT IS COVERED WITH A FEW FEET OF SAND.  A TALKED WITH THE
 FL1888'RANCHER WHO OWNS THE LAND AND HE SAID THAT BECAUSE OF THE DUST
 FL1888'STORMS AND THE HEAVY SHIFTING OF SAND IN THE AREA IT COULD BE
 FL1888'BURIED VERY DEEP.  WE DUG ABOUT 2 FEET, BUT DID NOT LOCATE THE
 FL1888'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2144 ***********************************************************************
 BL2144  DESIGNATION -  SODA LOOKOUT TOWER 64
 BL2144  PID         -  BL2144
 BL2144  STATE/COUNTY-  TX/POLK
 BL2144  USGS QUAD   -  SODA (1984)
 BL2144
 BL2144                         *CURRENT SURVEY CONTROL
 BL2144  ___________________________________________________________________
 BL2144* NAD 83(1993)-  30 42 05.59103(N)    094 45 26.18265(W)     ADJUSTED  
 BL2144* NAVD 88     -                                                        
 BL2144  ___________________________________________________________________
 BL2144  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BL2144  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2144
 BL2144  HORZ ORDER  -  THIRD
 BL2144
 BL2144.The horizontal coordinates were established by classical geodetic methods
 BL2144.and adjusted by the National Geodetic Survey in February 1996..
 BL2144
 BL2144
 BL2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2144
 BL2144.The geoid height was determined by GEOID03.
 BL2144
 BL2144;                    North         East     Units Scale Factor Converg.
 BL2144;SPC TX C     - 3,128,106.599 1,233,909.278   MT  0.99989535   +2 52 19.2
 BL2144;SPC TX C     -10,262,796.40  4,048,250.69   sFT  0.99989535   +2 52 19.2
 BL2144;UTM  15      - 3,397,845.203   331,707.158   MT  0.99994939   -0 53 50.7
 BL2144
 BL2144                          SUPERSEDED SURVEY CONTROL
 BL2144
 BL2144  NAD 83(1986)-  30 42 05.60379(N)    094 45 26.17094(W) AD(       ) 4
 BL2144  NAD 27      -  30 42 04.88200(N)    094 45 25.42000(W) AD(       ) 3
 BL2144
 BL2144.Superseded values are not recommended for survey control.
 BL2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2144.See file dsdata.txt to determine how the superseded data were derived.
 BL2144
 BL2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3170797845(NAD 83)
 BL2144_MARKER: 57 = LOOKOUT TOWER
 BL2144
 BL2144  HISTORY     - Date     Condition        Report By
 BL2144  HISTORY     - 1949     FIRST OBSERVED   CGS
 BL2144  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL2144
 BL2144                          STATION DESCRIPTION
 BL2144
 BL2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2144'LOCATED ABOUT 10.3 MILES EAST OF LIVINGSTON, 0.3 MILE NORTH
 BL2144'OF U.S. HIGHWAY 190 AND ON THE EAST SIDE OF A NORTH-SOUTH
 BL2144'DIRT ROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 110
 BL2144'FEET HIGH WITH A GLASS ENCLOSED LOOKOUT CAB ON THE TOP.  POINT
 BL2144'OBSERVED UPON, WEATHER VANE ON THE APEX OF THE CAB ROOF.
 BL2144
 BL2144                          STATION RECOVERY (1997)
 BL2144
 BL2144'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0491 ***********************************************************************
 BO0491  DESIGNATION -  SOL
 BO0491  PID         -  BO0491
 BO0491  STATE/COUNTY-  TX/SUTTON
 BO0491  USGS QUAD   -  SAVELL RANCH (1982)
 BO0491
 BO0491                         *CURRENT SURVEY CONTROL
 BO0491  ___________________________________________________________________
 BO0491* NAD 83(1993)-  30 39 10.55480(N)    100 48 41.46302(W)     ADJUSTED  
 BO0491* NAVD 88     -       729.     (meters)    2392.     (feet)  SCALED    
 BO0491  ___________________________________________________________________
 BO0491  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 BO0491  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BO0491
 BO0491  HORZ ORDER  -  SECOND
 BO0491
 BO0491.The horizontal coordinates were established by classical geodetic methods
 BO0491.and adjusted by the National Geodetic Survey in February 1996..
 BO0491
 BO0491.The orthometric height was scaled from a topographic map.
 BO0491
 BO0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0491
 BO0491.The geoid height was determined by GEOID03.
 BO0491
 BO0491;                    North         East     Units Scale Factor Converg.
 BO0491;SPC TX C     - 3,109,431.186   654,171.530   MT  0.99990012   -0 14 46.7
 BO0491;SPC TX C     -10,201,525.48  2,146,227.76   sFT  0.99990012   -0 14 46.7
 BO0491;UTM  14      - 3,392,538.368   326,424.405   MT  0.99997168   -0 55 25.7
 BO0491
 BO0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0491!SPC TX C     -   0.99988915  x   0.99990012  =   0.99978928
 BO0491!UTM  14      -   0.99988915  x   0.99997168  =   0.99986083
 BO0491
 BO0491:                Primary Azimuth Mark                     Grid Az
 BO0491:SPC TX C     -  SOL AZ MK                                037 38 40.1
 BO0491:UTM  14      -  SOL AZ MK                                038 19 19.1
 BO0491
 BO0491|---------------------------------------------------------------------|
 BO0491| PID    Reference Object                     Distance      Geod. Az  |
 BO0491|                                                           dddmmss.s |
 BO0491| CV6363 SOL AZ MK                                          0372353.4 |
 BO0491| CV6364 SOL RM 1                             29.124 METERS 06102     |
 BO0491| CV6365 SOL RM 2                             27.494 METERS 16422     |
 BO0491|---------------------------------------------------------------------|
 BO0491
 BO0491                          SUPERSEDED SURVEY CONTROL
 BO0491
 BO0491  NAD 83(1986)-  30 39 10.55796(N)    100 48 41.44833(W) AD(       ) 2
 BO0491  NAD 27      -  30 39 09.90900(N)    100 48 40.10200(W) AD(       ) 2
 BO0491
 BO0491.Superseded values are not recommended for survey control.
 BO0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0491.See file dsdata.txt to determine how the superseded data were derived.
 BO0491
 BO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU2642492538(NAD 83)
 BO0491_MARKER: DD = SURVEY DISK
 BO0491_SETTING: 0 = UNSPECIFIED SETTING
 BO0491
 BO0491  HISTORY     - Date     Condition        Report By
 BO0491  HISTORY     - 1943     MONUMENTED       CGS
 BO0491  HISTORY     - 1944     GOOD             CGS
 BO0491
 BO0491                          STATION DESCRIPTION
 BO0491
 BO0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0491'STATION IS LOCATED ABOUT 13 MILES, AIR LINE, WNW OF SONORA,
 BO0491'19 MILES E BY S OF OZONA, AND 2 MILES N OF U.S. HIGHWAY 290.
 BO0491'IT IS ON FLAT TABLE LAND WHICH IS SPARSELY COVERED WITH
 BO0491'MESQUITE AND SCRUB TREES.
 BO0491'
 BO0491'STATION MARK IS A BRONZE STATION DISK CEMENTED IN THE TOP
 BO0491'OF A CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES.  IT IS
 BO0491'STAMPED SOL 1943.  UNDERGROUND MARK - NOTE 7A.
 BO0491'
 BO0491'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 BO0491'OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.  IT IS AT
 BO0491'APPROXIMATELY THE SAME ELEVATION AS THE STATION AND IS STAMPED
 BO0491'SOL NO 1 1943.
 BO0491'
 BO0491'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 BO0491'A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.  IT IS AT
 BO0491'APPROXIMATELY THE SAME ELEVATION AS THE STATION AND IS STAMPED
 BO0491'SOL NO 2 1943.
 BO0491'
 BO0491'AZIMUTH MARK IS 0.15 MILE N OF A TRACK ROAD.  IT IS A BRONZE
 BO0491'AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BO0491'ABOUT 4 INCHES ABOVE GROUND.  IT IS STAMPED SOL 1943.
 BO0491'
 BO0491'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BO0491'290 AND STATE HIGHWAY 163 IN OZONA, GO E ON HIGHWAY 290 FOR
 BO0491'26.2 MILES TO A ROAD LEADING LEFT (N) THROUGH A RED BOARD
 BO0491'GATE AND SIGN OTTO MUND JACK FAUGHT.  THIS POINT IS 0.05 MILE
 BO0491'E OF A SIGN OZONA 26 MILES.  TURN LEFT THROUGH THE GATE AND GO
 BO0491'0.1 MILE TO FORKS.  TAKE THE LEFT FORK AND GO 0.3 MILE TO A
 BO0491'RED BOARD GATE JUST E OF A LARGE PIT.  PASS THROUGH THE GATE
 BO0491'AND FOLLOW A TRACK ROAD TO THE RIGHT OF THE PIT, THENCE W AND
 BO0491'NW 1.3 MILES TO A BOARD GATE.  PASS THROUGH THE GATE AND
 BO0491'FOLLOW A TRACK ROAD 0.5 MILE.  THENCE TURN LEFT OFF THE MAIN
 BO0491'TRACKS AND GO W ACROSS COUNTRY 0.1 MILE TO THE STATION.  A DRIVE
 BO0491'STATION.
 BO0491'
 BO0491'A 56-FOOT WOOD TOWER WAS USED FOR OBSERVATIONS.
 BO0491
 BO0491                          STATION RECOVERY (1944)
 BO0491
 BO0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0491'ALL MARKS RECOVERED IN GOOD CONDITION.
 BO0491'
 BO0491'STATION IS LOCATED BY AIR LINE DISTANCES, ABOUT 12 MILES
 BO0491'NW OF SONORA, 24 MILES E OF OZONA, ON A BRUSH-COVERED HILL.
 BO0491'
 BO0491'STATION MARK PROJECTS 10 INCHES ABOVE GROUND.  IT IS 187.8
 BO0491'FEET N OF A LARGE TRIANGULAR BLAZE IN ONE OF TWO LARGE OAK
 BO0491'TREES.
 BO0491'
 BO0491'REFERENCE MARK 1 PROJECTS 3 INCHES ABOVE GROUND.
 BO0491'
 BO0491'REFERENCE MARK 2 PROJECTS 4 INCHES ABOVE GROUND.
 BO0491'
 BO0491'AZIMUTH MARK IS 3 FEET N OF A WHITE WOODEN WITNESS POST.
 BO0491'
 BO0491'TO REACH STATION FROM SONORA, GO W ON U.S. HIGHWAY 290, TOWARD
 BO0491'OZONA, FOR 10.2 MILES FROM THE CONCRETE BRIDGE W OF TOWN TO
 BO0491'A RED BOARD GATE ON RIGHT.  THIS GATE IS ON THE RIDGE JUST
 BO0491'E OF THE DEVILS RIVER VALLEY AND 0.05 MILE E OF SIGN OZONA 26,
 BO0491'FORT STOCKTON 138.  SIGN AT THE GATE JOE BERGER AND SON.
 BO0491'TURN RIGHT (N) THROUGH THE GATE AND FOLLOW ROAD 0.3 MILE.
 BO0491'TAKE LEFT FORK 0.1 MILE TO BOARD GATE JUST E OF A LARGE PIT.
 BO0491'GO THROUGH THE GATE AND FOLLOW ROAD TO RIGHT OF PIT FOR 0.1
 BO0491'MILE.  TAKE DIM LEFT FORK OF TRACK ROAD AND FOLLOW ROAD NW
 BO0491'DOWN INTO VALLEY FOR 1.3 MILES TO A BOARD GATE.  PASS
 BO0491'THROUGH THIS GATE AND FOLLOW ROAD UP ROCKY INCLINE AND ONTO
 BO0491'RIDGE 0.7 MILE TO A SMALL TRIANGULAR ARROW ON AN 8-INCH
 BO0491'MESQUITE ON LEFT, JUST BEFORE A CURVE TO THE RIGHT.  HERE TURN
 BO0491'LEFT AND DRIVE TO TOP OF HILL AND STATION, 0.15 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1343 ***********************************************************************
 AJ1343  DESIGNATION -  SOLO
 AJ1343  PID         -  AJ1343
 AJ1343  STATE/COUNTY-  TX/DUVAL
 AJ1343  USGS QUAD   -  PARRILLA CREEK SW (1968)
 AJ1343
 AJ1343                         *CURRENT SURVEY CONTROL
 AJ1343  ___________________________________________________________________
 AJ1343* NAD 83(1993)-  27 36 23.03436(N)    098 44 35.43090(W)     ADJUSTED  
 AJ1343* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 AJ1343  ___________________________________________________________________
 AJ1343  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AJ1343  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AJ1343
 AJ1343  HORZ ORDER  -  THIRD
 AJ1343
 AJ1343.The horizontal coordinates were established by classical geodetic methods
 AJ1343.and adjusted by the National Geodetic Survey in February 1996..
 AJ1343
 AJ1343.The orthometric height was scaled from a topographic map.
 AJ1343
 AJ1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1343
 AJ1343.The geoid height was determined by GEOID03.
 AJ1343
 AJ1343;                    North         East     Units Scale Factor Converg.
 AJ1343;SPC TX S     - 5,214,933.205   275,995.686   MT  0.99995041   -0 06 37.5
 AJ1343;SPC TX S     -17,109,326.69    905,495.85   sFT  0.99995041   -0 06 37.5
 AJ1343;UTM  14      - 3,053,628.674   525,342.864   MT  0.99960793   +0 07 08.4
 AJ1343
 AJ1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1343!SPC TX S     -   0.99996358  x   0.99995041  =   0.99991400
 AJ1343!UTM  14      -   0.99996358  x   0.99960793  =   0.99957153
 AJ1343
 AJ1343:                Primary Azimuth Mark                     Grid Az
 AJ1343:SPC TX S     -  BRUNI                                    203 28 54.4
 AJ1343:UTM  14      -  BRUNI                                    203 15 08.5
 AJ1343
 AJ1343|---------------------------------------------------------------------|
 AJ1343| PID    Reference Object                     Distance      Geod. Az  |
 AJ1343|                                                           dddmmss.s |
 AJ1343| AJ1312 BRUNI                               APPROX.25.9 KM 2032216.9 |
 AJ1343|---------------------------------------------------------------------|
 AJ1343
 AJ1343                          SUPERSEDED SURVEY CONTROL
 AJ1343
 AJ1343  NAD 83(1986)-  27 36 23.03884(N)    098 44 35.40561(W) AD(       ) 3
 AJ1343  NAD 27      -  27 36 21.92691(N)    098 44 34.33946(W) AD(       ) 3
 AJ1343
 AJ1343.Superseded values are not recommended for survey control.
 AJ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1343.See file dsdata.txt to determine how the superseded data were derived.
 AJ1343
 AJ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2534353629(NAD 83)
 AJ1343_MARKER: DD = SURVEY DISK
 AJ1343_SETTING: 0 = UNSPECIFIED SETTING
 AJ1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1343
 AJ1343  HISTORY     - Date     Condition        Report By
 AJ1343  HISTORY     - 1920     MONUMENTED       USGS
 AJ1343
 AJ1343                          STATION DESCRIPTION
 AJ1343
 AJ1343'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1343'STATION IS BEST REACHED FROM BENAVIDES BY TAKING RD. PARALLELING
 AJ1343'RAILROAD TRACK TO A POINT 3 MI. S. OF TOWN, CROSS  RAILWAY AND GO
 AJ1343'W. ON STRAIGHT RD. PASSING EMBRIA CARRILLOS HOUSE 7 MI. W. OF RAILWAY
 AJ1343'AND TO A FORK IN THE RD. 2 MI. W. OF CARRILLOS HOUSE, THEN TAKE RIGHT
 AJ1343'HAND FORK AND GO 2 MI. TO LARGE TWO STORY HOUSE -SOLO RANCH-, THEN
 AJ1343'TAKE RD. WHICH PASSES THIS HOUSE TO THE N. AND FOLLOW THIS RD.
 AJ1343'WESTWARD TO TOP OF FIRST RIDGE.  STATION IS 300 YARDS N. AND ON TOP OF
 AJ1343'HILL.
 AJ1343'
 AJ1343'STATION MARK - BRONZE TABLET IN TOP OF CONCRETE POST.
 AJ1343'
 AJ1343'REFERENCE MARK - 5/8 IN. BOLT IN CONCRETE BLOCK 30.51 FT. FROM
 AJ1343'STATION, N 44 DEG 56 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1495 ***********************************************************************
 DN1495  DESIGNATION -  SOLOMAN
 DN1495  PID         -  DN1495
 DN1495  STATE/COUNTY-  TX/JACK
 DN1495  USGS QUAD   -  CRAFTON (1961)
 DN1495
 DN1495                         *CURRENT SURVEY CONTROL
 DN1495  ___________________________________________________________________
 DN1495* NAD 83(1993)-  33 19 19.57418(N)    097 58 16.13503(W)     ADJUSTED  
 DN1495* NAVD 88     -       346.9    (meters)    1138.     (feet)  VERTCON   
 DN1495  ___________________________________________________________________
 DN1495  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DN1495  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DN1495
 DN1495  HORZ ORDER  -  THIRD
 DN1495
 DN1495.The horizontal coordinates were established by classical geodetic methods
 DN1495.and adjusted by the National Geodetic Survey in February 1996..
 DN1495
 DN1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1495
 DN1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1495
 DN1495.The geoid height was determined by GEOID03.
 DN1495
 DN1495;                    North         East     Units Scale Factor Converg.
 DN1495;SPC TXNC     - 2,183,696.079   649,236.564   MT  0.99988372   +0 17 18.4
 DN1495;SPC TXNC     - 7,164,342.89  2,130,036.96   sFT  0.99988372   +0 17 18.4
 DN1495;UTM  14      - 3,687,468.696   595,762.319   MT  0.99971306   +0 33 54.9
 DN1495
 DN1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1495!SPC TXNC     -   0.99994985  x   0.99988372  =   0.99983358
 DN1495!UTM  14      -   0.99994985  x   0.99971306  =   0.99966293
 DN1495
 DN1495                          SUPERSEDED SURVEY CONTROL
 DN1495
 DN1495  NAD 83(1993)-  33 19 19.57599(N)    097 58 16.13040(W) AD(       ) 3
 DN1495  NAD 83(1986)-  33 19 19.57758(N)    097 58 16.12065(W) AD(       ) 3
 DN1495  NGVD 29 (07/26/91)  346.9    (m)         1138.     (f) VERT ANG       
 DN1495
 DN1495.Superseded values are not recommended for survey control.
 DN1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1495.See file dsdata.txt to determine how the superseded data were derived.
 DN1495
 DN1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB9576287469(NAD 83)
 DN1495_MARKER: DS = TRIANGULATION STATION DISK
 DN1495_SETTING: 0 = UNSPECIFIED SETTING
 DN1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1495
 DN1495  HISTORY     - Date     Condition        Report By
 DN1495  HISTORY     - 1958     MONUMENTED       USGS
 DN1495
 DN1495                          STATION DESCRIPTION
 DN1495
 DN1495'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1495'STATION IS LOCATED IN JACK COUNTY, ABOUT 10 MI. (AIRLINE) W. AND 2 MI.
 DN1495'N. OF CHICO, WISE COUNTY, TEXAS, ON THE HIGHEST AND WESTERN MOST TOP
 DN1495'OF TWO PROMINENT HILLS, THE TOP WHICH THE STATION IS ON HAS BEEN
 DN1495'CLEARED.
 DN1495'
 DN1495'RECOVERED BY USGS IN 1963 AND REDESCRIBED AS FOLLOWS
 DN1495'
 DN1495'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 199 AND 24 AT THE SW.
 DN1495'CORNER OF THE SQUARE IN JACKSBORO, TEXAS, GO NE. ON STATE HIGHWAY 24
 DN1495'13.1 MI. TO A T-RD. JUST E. OF CUNDIFF, TURN LEFT ON DIRT RD. 0.1 MI.
 DN1495'AND RIGHT (E.) AT T-RD. 1.9 MI. TO A GATE ON RIGHT, GO THROUGH GATE
 DN1495'AND CONTINUE ACROSS COUNTRY AROUND W. SIDE OF WELL 0.4 MI. TO END OF
 DN1495'TRUCK TRAVEL, PACK SW. UP HILL 0.1 MI. TO E. END OF RIDGE AND STATION.
 DN1495'
 DN1495'STATION MARK--STANDARD USGS TABLET CEMENTED IN ROCK, STAMPED---
 DN1495'---SOLOMAN-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1940 ***********************************************************************
 AY1940  DESIGNATION -  SOMERSET
 AY1940  PID         -  AY1940
 AY1940  STATE/COUNTY-  TX/ATASCOSA
 AY1940  USGS QUAD   -  SOMERSET (1982)
 AY1940
 AY1940                         *CURRENT SURVEY CONTROL
 AY1940  ___________________________________________________________________
 AY1940* NAD 83(1993)-  29 12 12.06509(N)    098 42 21.64183(W)     ADJUSTED  
 AY1940* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 AY1940  ___________________________________________________________________
 AY1940  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 AY1940  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AY1940
 AY1940  HORZ ORDER  -  FIRST
 AY1940
 AY1940.The horizontal coordinates were established by classical geodetic methods
 AY1940.and adjusted by the National Geodetic Survey in February 1996..
 AY1940
 AY1940.The orthometric height was scaled from a topographic map.
 AY1940
 AY1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1940
 AY1940.The geoid height was determined by GEOID03.
 AY1940
 AY1940;                    North         East     Units Scale Factor Converg.
 AY1940;SPC TXSC     - 4,151,870.244   628,585.795   MT  0.99986586   +0 08 38.5
 AY1940;SPC TXSC     -13,621,594.29  2,062,285.23   sFT  0.99986586   +0 08 38.5
 AY1940;UTM  14      - 3,230,551.325   528,578.290   MT  0.99961008   +0 08 36.4
 AY1940
 AY1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1940!SPC TXSC     -   0.99996493  x   0.99986586  =   0.99983079
 AY1940!UTM  14      -   0.99996493  x   0.99961008  =   0.99957502
 AY1940
 AY1940|---------------------------------------------------------------------|
 AY1940| PID    Reference Object                     Distance      Geod. Az  |
 AY1940|                                                           dddmmss.s |
 AY1940| CV6366 SOMERSET RM 1                        21.989 METERS 21335     |
 AY1940| AY0839 NATALIA                             APPROX.12.3 KM 2743035.6 |
 AY1940| CV6367 SOMERSET RM 2                        18.614 METERS 31825     |
 AY1940|---------------------------------------------------------------------|
 AY1940
 AY1940                          SUPERSEDED SURVEY CONTROL
 AY1940
 AY1940  NAD 83(1986)-  29 12 12.06899(N)    098 42 21.62294(W) AD(       ) 1
 AY1940  NAD 27      -  29 12 11.20600(N)    098 42 20.54600(W) AD(       ) 1
 AY1940
 AY1940.Superseded values are not recommended for survey control.
 AY1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1940.See file dsdata.txt to determine how the superseded data were derived.
 AY1940
 AY1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2857830551(NAD 83)
 AY1940_MARKER: DS = TRIANGULATION STATION DISK
 AY1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1940
 AY1940  HISTORY     - Date     Condition        Report By
 AY1940  HISTORY     - 1953     MONUMENTED       CGS
 AY1940  HISTORY     - 1956     GOOD             AMS
 AY1940  HISTORY     - 1960     GOOD             CGS
 AY1940  HISTORY     - 1968     GOOD             CGS
 AY1940
 AY1940                          STATION DESCRIPTION
 AY1940
 AY1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1940'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF LYTLE,
 AY1940'2-3/4 MILES SOUTHWEST OF SOMERSET AND IS ON THE CREST OF
 AY1940'A TIMBERED, SANDY, RIDGE.
 AY1940'
 AY1940'TO REACH FROM THE POST OFFICE IN SOMERSET, GO SOUTH ON A
 AY1940'PAVED ROAD FOR 1.5 MILES TO THE END OF THE PAVEMENT.  CONTINUE
 AY1940'STRAIGHT AHEAD FOR 0.2 MILE TO A Y-FORK.  BEAR RIGHT AND GO
 AY1940'0.15 MILE TO A CROSS ROAD.  TURN RIGHT AND GO ON A DIRT ROAD
 AY1940'FOR 0.65 MILE TO A PAVED ROAD.  TURN LEFT AND GO ON A PAVED
 AY1940'ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT AFTER PASSING SAM
 AY1940'FLOWERS STORE ON THE RIGHT.  TURN RIGHT AND GO ON THE MAIN
 AY1940'ROAD FOR 2.15 MILES TO A LANE AND MAIL BOX ON THE RIGHT
 AY1940'WITH THE NAME R.C. LOCHASEN ON.  CONTINUE STRAIGHT AHEAD
 AY1940'FOR 0.2 MILE TO A LANE RIGHT BETWEEN TWO FENCES.  TURN RIGHT
 AY1940'AND GO ON A SANDY LANE FOR 0.3 MILE TO THE TOP OF A RIDGE
 AY1940'AND THE END OF TRUCK TRAVEL.  THE STATION IS 60 YARDS
 AY1940'NORTH OF THIS POINT ON THE HIGHEST POINT OF THE RIDGE.
 AY1940'
 AY1940'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AY1940'POSTS.
 AY1940'
 AY1940'THE STATION MARK IS STAMPED SOMERSET 1953, AND IT PROJECTS
 AY1940'6 INCHES.  THE MARK IS ON THE HIGHEST POINT OF THE RIDGE
 AY1940'60 YARDS NORTH OF A SANDY TRACK ROAD AND 7 FEET NORTHEAST
 AY1940'OF A WHITE WITNESS POST.
 AY1940'
 AY1940'REFERENCE MARK NO. 1 IS STAMPED SOMERSET NO 1 1953, AND IT
 AY1940'PROJECTS 3 INCHES.  THE MARK IS SOUTHWEST OF THE HIGHEST
 AY1940'POINT OF THE RIDGE, ABOUT 30 YARDS NORTH OF A SANDY TRACK
 AY1940'ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 AY1940'
 AY1940'REFERENCE MARK NO. 2 IS STAMPED SOMERSET NO 2 1953, AND IT
 AY1940'PROJECTS 4 INCHES.  THE MARK IS NORTHWEST OF THE HIGHEST
 AY1940'POINT OF THE RIDGE AND 2 FEET LOWER THAN THE STATION.
 AY1940'
 AY1940'A FOUR WHEEL DRIVE VEHICLE IS REQUIRED ON THE LAST 0.3 OF A
 AY1940'MILE.
 AY1940'
 AY1940'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AY1940
 AY1940                          STATION RECOVERY (1956)
 AY1940
 AY1940'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1940'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AY1940'IN GOOD CONDITION, 178 FT. NORTH OF THE CENTERLINE OF E-W
 AY1940'TRAIL, 19 FT. EAST OF THE EAST TIP OF LARGE BUSH, 6 FT. NE
 AY1940'OF THE NE TIP OF LARGE BUSH, 41 FT. W-NW OF A LONE BUSH.
 AY1940
 AY1940                          STATION RECOVERY (1960)
 AY1940
 AY1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RS)
 AY1940'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND ARE
 AY1940'IN GOOD CONDITION.
 AY1940'
 AY1940'THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 AY1940
 AY1940                          STATION RECOVERY (1968)
 AY1940
 AY1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLP)
 AY1940'STATION RECOVERED.
 AY1940'
 AY1940'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 1518 AND 476
 AY1940'ABOUT 1.5 MILES W OF SOMERSET.  GO W ON FARM TO MARKET ROAD 1518 1.8
 AY1940'MILES TO A T ROAD SOUTH.  TURN LEFT (SOUTH) ON GRADED ROAD 1.55
 AY1940'MILES TO A LANE E BETWEEN TWO FENCES.  TURN LEFT ON LANE FOR 0.3
 AY1940'MILES TO TOP OF RIDGE AND STATION ABOUT 60 YARDS NORTH OF THIS
 AY1940'POINT ON HIGH POINT OF RIDGE.
 AY1940'
 AY1940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 AY1940'LOCATED ABOUT 6 MILES SE OF LYTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1018 ***********************************************************************
 BM1018  DESIGNATION -  SOMERVILLE
 BM1018  PID         -  BM1018
 BM1018  STATE/COUNTY-  TX/BURLESON
 BM1018  USGS QUAD   -  SOMERVILLE (1988)
 BM1018
 BM1018                         *CURRENT SURVEY CONTROL
 BM1018  ___________________________________________________________________
 BM1018* NAD 83(1993)-  30 20 20.76324(N)    096 31 24.22417(W)     ADJUSTED  
 BM1018* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 BM1018  ___________________________________________________________________
 BM1018  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 BM1018  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BM1018
 BM1018  HORZ ORDER  -  THIRD
 BM1018
 BM1018.The horizontal coordinates were established by classical geodetic methods
 BM1018.and adjusted by the National Geodetic Survey in February 1996..
 BM1018
 BM1018.The orthometric height was scaled from a topographic map.
 BM1018
 BM1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1018
 BM1018.The geoid height was determined by GEOID03.
 BM1018
 BM1018;                    North         East     Units Scale Factor Converg.
 BM1018;SPC TX C     - 3,080,816.536 1,066,259.849   MT  0.99994806   +1 57 44.4
 BM1018;SPC TX C     -10,107,645.59  3,498,220.85   sFT  0.99994806   +1 57 44.4
 BM1018;UTM  14      - 3,358,961.577   738,083.068   MT  1.00029935   +1 15 05.6
 BM1018
 BM1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1018!SPC TX C     -   0.99999337  x   0.99994806  =   0.99994143
 BM1018!UTM  14      -   0.99999337  x   1.00029935  =   1.00029272
 BM1018
 BM1018|---------------------------------------------------------------------|
 BM1018| PID    Reference Object                     Distance      Geod. Az  |
 BM1018|                                                           dddmmss.s |
 BM1018| CV8382 SOMERVILLE RM 1                      28.620 METERS 01620     |
 BM1018| CV8381 SOMERVILLE AZ MK 2                                 1461611.8 |
 BM1018| CV8380 SOMERVILLE AZ MK                                   1532047.9 |
 BM1018| CV8383 SOMERVILLE RM 2                      45.293 METERS 15458     |
 BM1018| BM1017 SOMERVILLE MUNICIPAL TANK           APPROX. 0.8 KM 3295515.2 |
 BM1018|---------------------------------------------------------------------|
 BM1018
 BM1018                          SUPERSEDED SURVEY CONTROL
 BM1018
 BM1018  NAD 83(1986)-  30 20 20.77947(N)    096 31 24.20690(W) AD(       ) 3
 BM1018  NAD 27      -  30 20 20.02200(N)    096 31 23.31900(W) AD(       ) 3
 BM1018
 BM1018.Superseded values are not recommended for survey control.
 BM1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1018.See file dsdata.txt to determine how the superseded data were derived.
 BM1018
 BM1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3808358962(NAD 83)
 BM1018_MARKER: DS = TRIANGULATION STATION DISK
 BM1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1018
 BM1018  HISTORY     - Date     Condition        Report By
 BM1018  HISTORY     - 1954     MONUMENTED       CGS
 BM1018  HISTORY     - 1964     GOOD             CGS
 BM1018  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1018
 BM1018                          STATION DESCRIPTION
 BM1018
 BM1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1018'STATION IS LOCATED IN THE SOUTH EDGE SOMERVILLE ALONG THE EAST
 BM1018'SIDE OF STATE HIGHWAY 36.
 BM1018'
 BM1018'TO REACH STATION FROM POST OFFICE IN SOMERVILLE GO SOUTH ON
 BM1018'HIGHWAY 36 FOR 0.5 MILE TO DIRT SIDE ROAD LEFT AND STATION ON
 BM1018'LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO AZIMUTH
 BM1018'ON RIGHT AS DESCRIBED.
 BM1018'
 BM1018'STATION MARK IS STANDARD DISK STAMPED SOMERVILLE 1954 SET IN
 BM1018'TOP OF SQUARE CONCRETE POST 2 INCHES ABOVE GROUND LEVEL, 68 FEET
 BM1018'EAST OF CENTERLINE HIGHWAY 36, 33 FEET SOUTH OF CENTERLINE DIRT
 BM1018'SIDE ROAD AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.
 BM1018'
 BM1018'REFERENCE MARK NO. 1 IS STANDARD DISK STAMPED SOMERVILLE NO 1
 BM1018'1954 SET IN TOP OF SQUARE CONCRETE POST 5 INCHES ABOVE GROUND
 BM1018'LEVEL, 28 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME BUILDING
 BM1018'AND 16 FEET NORTH OF CENTERLINE DIRT ROAD.
 BM1018'
 BM1018'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SOMERVILLE NO 2 1954
 BM1018'SET IN TOP OF SQUARE CONCRETE POST 6 INCHES ABOVE GROUND LEVEL,
 BM1018'72 FEET NORTH OF A POWER LINE POLE, 54 FEET EAST OF CENTERLINE
 BM1018'HIGHWAY 36 AND 1 FOOT NORTH OF THE EASTERLY OF TWO POSTS
 BM1018'SUPPORTING A SIGN WELCOME TO SOMERVILLE.
 BM1018'
 BM1018'AZIMUTH MARK IS STANDARD DISK STAMPED SOMERVILLE 1954 SET IN TOP
 BM1018'OF SQUARE CONCRETE POST 5 INCHES ABOVE GROUND LEVEL, ABOUT 500
 BM1018'FEET NORTH OF A CONCRETE CULVERT UNDER A FILL, 49 FEET WEST OF
 BM1018'CENTERLINE HIGHWAY 36, 4 FEET SOUTHWEST OF A WHITE WITNESS
 BM1018'POST AND ON A BANK ABOUT 4 FEET ABOVE THE HIGHWAY LEVEL.
 BM1018'
 BM1018'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BM1018
 BM1018                          STATION RECOVERY (1964)
 BM1018
 BM1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 BM1018'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 BM1018'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AT THE
 BM1018'REQUEST OF THE TEXAS HIGHWAY DEPARTMENT THE AZIMUTH MARK WAS
 BM1018'DESTROYED TO CLEAR THE AREA FOR RECONSTRUCTION OF STATE HIGHWAY
 BM1018'36, AFTER A NEW AZIMUTH MARK WAS SET AND ITS BEARING WAS
 BM1018'DETERMINED FROM THE ORIGINAL AZIMUTH MARK.
 BM1018'
 BM1018'THE ORIGINAL DESCRIPTION AND TO REACH THE STATION WERE FOUND TO BE
 BM1018'ADEQUATE FOR RECOVERY OF THE STATION.  ADDITIONAL MEASUREMENTS
 BM1018'FOR RECOVERY OF THE STATION MARK AND DESCRIPTION OF THE NEW
 BM1018'AZIMUTH MARK ARE AS FOLLOWS--
 BM1018'
 BM1018'STATION MARK IS 47 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BM1018'METAL BUILDING, AND 24 FEET NORTHEAST OF A POWER LINE POLE WITH
 BM1018'TRANSFORMER.
 BM1018'
 BM1018'AZIMUTH MARK, A STANDARD DISK STAMPED SOMERVILLE 1954 RESET 1964,
 BM1018'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES.
 BM1018'IT IS 205 FEET NORTHWEST OF A GATE IN A T-FENCE CORNER, 174 FEET
 BM1018'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 36, AT THE
 BM1018'NORTHEAST RIGHT-OF-WAY FENCE ABOUT 10 FEET ABOVE THE ROAD, 158
 BM1018'FEET SOUTH OF A LONE TREE, AND 2 FEET SOUTHEAST OF A METAL
 BM1018'WITNESS POST.  IT IS AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 BM1018'STATION 1270+50.
 BM1018
 BM1018                          STATION RECOVERY (1994)
 BM1018
 BM1018'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1017 ***********************************************************************
 BM1017  DESIGNATION -  SOMERVILLE MUNICIPAL TANK
 BM1017  PID         -  BM1017
 BM1017  STATE/COUNTY-  TX/BURLESON
 BM1017  USGS QUAD   -  SOMERVILLE (1988)
 BM1017
 BM1017                         *CURRENT SURVEY CONTROL
 BM1017  ___________________________________________________________________
 BM1017* NAD 83(1993)-  30 20 42.06790(N)    096 31 38.45129(W)     ADJUSTED  
 BM1017* NAVD 88     -                                                        
 BM1017  ___________________________________________________________________
 BM1017  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 BM1017  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BM1017
 BM1017  HORZ ORDER  -  THIRD
 BM1017
 BM1017.The horizontal coordinates were established by classical geodetic methods
 BM1017.and adjusted by the National Geodetic Survey in February 1996..
 BM1017
 BM1017
 BM1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1017
 BM1017.The geoid height was determined by GEOID03.
 BM1017
 BM1017;                    North         East     Units Scale Factor Converg.
 BM1017;SPC TX C     - 3,081,459.167 1,065,857.642   MT  0.99994688   +1 57 37.1
 BM1017;SPC TX C     -10,109,753.95  3,496,901.28   sFT  0.99994688   +1 57 37.1
 BM1017;UTM  14      - 3,359,609.374   737,688.724   MT  1.00029703   +1 14 59.2
 BM1017
 BM1017                          SUPERSEDED SURVEY CONTROL
 BM1017
 BM1017  NAD 83(1986)-  30 20 42.08380(N)    096 31 38.43379(W) AD(       ) 4
 BM1017  NAD 27      -  30 20 41.32800(N)    096 31 37.54800(W) AD(       ) 3
 BM1017
 BM1017.Superseded values are not recommended for survey control.
 BM1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1017.See file dsdata.txt to determine how the superseded data were derived.
 BM1017
 BM1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3768959609(NAD 83)
 BM1017_MARKER: 53 = ELEVATED TANK
 BM1017
 BM1017  HISTORY     - Date     Condition        Report By
 BM1017  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM1017  HISTORY     - 1954     GOOD             CGS
 BM1017  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1017
 BM1017                          STATION DESCRIPTION
 BM1017
 BM1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1017'THIS INTERSECTION STATION IS THE CENTER OF THE MUNICIPAL TANK
 BM1017'IN SOMERVILLE, TEXAS, WHICH IS LOCATED IN THE CENTRAL PART OF
 BM1017'TOWN.  THE TANK IS OF THE CONVENTIONAL TYPE, WITH A BALL ON
 BM1017'TOP, AND PAINTED SILVER.  IT IS 100 FEET HIGH, HAVING A 10-INCH
 BM1017'INTAKE PIPE, AND IS SUPPORTED BY FOUR GIRDER LEGS.  THE TANK IS
 BM1017'ONE BLOCK S OF THE MAIN PART OF TOWN, 150 FEET W OF THE SANTA
 BM1017'FE TRACKS AND 150 FEET E OF TEXAS HIGHWAY NO. 36.  THE TANK IS
 BM1017'RATHER PROMINENT.
 BM1017
 BM1017                          STATION RECOVERY (1954)
 BM1017
 BM1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1017'STATION IS THE CENTER OF THE BALL ATOP THE SOMERVILLE WATER TANK,
 BM1017'LOCATED IN THE CENTER OF THE TOWN OF SOMERVILLE ON THE EAST SIDE
 BM1017'OF STATE HIGHWAY 36.  THE TANK IS ATOP A FOUR LEGGED SKELETON
 BM1017'STRUCTURE, IS SILVER IN COLOR AND ABOUT 75 FEET TALL.
 BM1017
 BM1017                          STATION RECOVERY (1994)
 BM1017
 BM1017'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1016 ***********************************************************************
 BM1016  DESIGNATION -  SOMERVILLE SANTA FE TIE SPIPE
 BM1016  PID         -  BM1016
 BM1016  STATE/COUNTY-  TX/BURLESON
 BM1016  USGS QUAD   -  SOMERVILLE (1988)
 BM1016
 BM1016                         *CURRENT SURVEY CONTROL
 BM1016  ___________________________________________________________________
 BM1016* NAD 83(1993)-  30 21 33.20660(N)    096 32 12.27918(W)     ADJUSTED  
 BM1016* NAVD 88     -                                                        
 BM1016  ___________________________________________________________________
 BM1016  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BM1016  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BM1016
 BM1016  HORZ ORDER  -  THIRD
 BM1016
 BM1016.The horizontal coordinates were established by classical geodetic methods
 BM1016.and adjusted by the National Geodetic Survey in February 1996..
 BM1016
 BM1016
 BM1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1016
 BM1016.The geoid height was determined by GEOID03.
 BM1016
 BM1016;                    North         East     Units Scale Factor Converg.
 BM1016;SPC TX C     - 3,083,002.063 1,064,900.992   MT  0.99994410   +1 57 19.7
 BM1016;SPC TX C     -10,114,815.94  3,493,762.67   sFT  0.99994410   +1 57 19.7
 BM1016;UTM  14      - 3,361,164.552   736,750.944   MT  1.00029154   +1 14 44.0
 BM1016
 BM1016                          SUPERSEDED SURVEY CONTROL
 BM1016
 BM1016  NAD 83(1986)-  30 21 33.22258(N)    096 32 12.26116(W) AD(       ) 4
 BM1016  NAD 27      -  30 21 32.46800(N)    096 32 11.37200(W) AD(       ) 3
 BM1016
 BM1016.Superseded values are not recommended for survey control.
 BM1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1016.See file dsdata.txt to determine how the superseded data were derived.
 BM1016
 BM1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3675161165(NAD 83)
 BM1016_MARKER: 52 = STANDPIPE TANK
 BM1016
 BM1016  HISTORY     - Date     Condition        Report By
 BM1016  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM1016  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1016
 BM1016                          STATION DESCRIPTION
 BM1016
 BM1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1016'THIS STATION IS THE CENTER OF THE STANDPIPE OF THE SANTA FE TIE
 BM1016'AND LUMBER PRESERVING COMPANY, LOCATED IN THE NE PART OF
 BM1016'SOMERVILLE, TEXAS.  THE TANK IS APPROXIMATELY 50 FEET HIGH AND IS
 BM1016'PAINTED BLACK.  IT IS ABOUT 20 FEET NW OF THE PLANTS OFFICE, 50
 BM1016'FEET N OF THE ROAD, AND 25 FEET SW OF A POWER LINE SUBSTATION.
 BM1016'THE STANDPIPE WHICH WAS ERECTED IN 1905, IS NOT VERY PROMINENT.
 BM1016
 BM1016                          STATION RECOVERY (1994)
 BM1016
 BM1016'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0679 ***********************************************************************
 EN0679  DESIGNATION -  SOMMER
 EN0679  PID         -  EN0679
 EN0679  STATE/COUNTY-  TX/COTTLE
 EN0679  USGS QUAD   -  KIRKLAND SOUTH (1981)
 EN0679
 EN0679                         *CURRENT SURVEY CONTROL
 EN0679  ___________________________________________________________________
 EN0679* NAD 83(1993)-  34 15 38.46143(N)    100 03 34.04104(W)     ADJUSTED  
 EN0679* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 EN0679  ___________________________________________________________________
 EN0679  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 EN0679  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EN0679
 EN0679  HORZ ORDER  -  SECOND
 EN0679
 EN0679.The horizontal coordinates were established by classical geodetic methods
 EN0679.and adjusted by the National Geodetic Survey in February 1996..
 EN0679
 EN0679.The orthometric height was scaled from a topographic map.
 EN0679
 EN0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0679
 EN0679.The geoid height was determined by GEOID03.
 EN0679
 EN0679;                    North         East     Units Scale Factor Converg.
 EN0679;SPC TXNC     - 2,288,740.823   456,363.182   MT  1.00009528   -0 51 01.9
 EN0679;SPC TXNC     - 7,508,977.18  1,497,251.54   sFT  1.00009528   -0 51 01.9
 EN0679;UTM  14      - 3,791,568.404   402,459.380   MT  0.99971728   -0 35 47.3
 EN0679
 EN0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0679!SPC TXNC     -   0.99992310  x   1.00009528  =   1.00001838
 EN0679!UTM  14      -   0.99992310  x   0.99971728  =   0.99964040
 EN0679
 EN0679|---------------------------------------------------------------------|
 EN0679| PID    Reference Object                     Distance      Geod. Az  |
 EN0679|                                                           dddmmss.s |
 EN0679| CX8683 SOMMER RM 1                           7.666 METERS 06354     |
 EN0679| CX8684 SOMMER RM 2                           8.301 METERS 32009     |
 EN0679| CX8682 SOMMER AZ MK                                       3450720.4 |
 EN0679|---------------------------------------------------------------------|
 EN0679
 EN0679                          SUPERSEDED SURVEY CONTROL
 EN0679
 EN0679  NAD 83(1993)-  34 15 38.46191(N)    100 03 34.04103(W) AD(       ) 2
 EN0679  NAD 83(1986)-  34 15 38.46709(N)    100 03 34.03316(W) AD(       ) 2
 EN0679  NAD 27      -  34 15 38.21444(N)    100 03 32.64848(W) AD(       ) 2
 EN0679
 EN0679.Superseded values are not recommended for survey control.
 EN0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0679.See file dsdata.txt to determine how the superseded data were derived.
 EN0679
 EN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC0245991568(NAD 83)
 EN0679_MARKER: DS = TRIANGULATION STATION DISK
 EN0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0679
 EN0679  HISTORY     - Date     Condition        Report By
 EN0679  HISTORY     - 1967     MONUMENTED       CGS
 EN0679
 EN0679                          STATION DESCRIPTION
 EN0679
 EN0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0679'THE STATION IS ABOUT 11 MILES WEST-SOUTHWEST OF GOODLETT, 8 MILES
 EN0679'SOUTH OF KIRKLAND AND 0.05 MILE EAST OF FARM ROAD 1033, ON THE
 EN0679'HIGHEST POINT OF A LOW, BRUSH COVERED BUTTE.
 EN0679'
 EN0679'TO REACH THE STATION FROM THE POST OFFICE IN KIRKLAND, GO SOUTH ON
 EN0679'FARM ROAD 1033 FOR 6.6 MILES TO THE JUNCTION WITH STATE HIGHWAY
 EN0679'104.  CONTINUE SOUTH ON FARM ROAD 1033 FOR 1.6 MILES TO THE AZIMUTH
 EN0679'MARK ON THE RIGHT.  CONTINUE SOUTH ON THE FARM ROAD FOR 0.4 MILE
 EN0679'TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE AND GO
 EN0679'NORTH-NORTHEAST ON DIM TRACK ROAD FOR 0.15 MILE TO THE HIGHEST
 EN0679'POINT AND THE STATION.
 EN0679'
 EN0679'STATION MARK IS A STANDARD DISK, STAMPED SOMMER 1967, SET IN THE TOP
 EN0679'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 EN0679'INCHES ABOVE THE GROUND.  IT IS 2.9 FEET NORTH OF A WITNESS POST.
 EN0679'THE UNDERGROUND MARK IS 36 INCHES BELOW THE GROUND SURFACE.
 EN0679'
 EN0679'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SOMMER NO 1 1967,
 EN0679'CEMENTED IN A DRILL HOLE IN AN IRREGULAR ROCK OUTCROP THAT IS FLUSH
 EN0679'WITH THE GROUND SURFACE.  IT IS 27 FEET NORTHEAST OF THE WITNESS
 EN0679'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0679'
 EN0679'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SOMMER NO 2 1967, SET IN
 EN0679'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0679'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 29.0 FEET NORTHWEST OF THE
 EN0679'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0679'
 EN0679'AZIMUTH MARK IS A STANDARD DISK, STAMPED SOMMER 1967, SET IN THE TOP
 EN0679'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 EN0679'INCHES ABOVE THE GROUND.  IT IS 48.0 FEET WEST OF THE CENTERLINE OF
 EN0679'FARM ROAD 1033, 3.3 FEET SOUTH OF A POWER LINE POLE, 2.4 FEET EAST
 EN0679'OF THE WEST RIGHT-OF-WAY FENCE LINE AND 2.0 FEET SOUTH OF A WITNESS
 EN0679'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9247 ***********************************************************************
 AF9247  DESIGNATION -  SONNY ET
 AF9247  PID         -  AF9247
 AF9247  STATE/COUNTY-  TX/KING
 AF9247  USGS QUAD   -  BOB CREEK (1978)
 AF9247
 AF9247                         *CURRENT SURVEY CONTROL
 AF9247  ___________________________________________________________________
 AF9247* NAD 83(1993)-  33 24 06.37150(N)    100 21 41.06191(W)     ADJUSTED  
 AF9247* NAVD 88     -       566.5    (meters)    1859.     (feet)  VERTCON   
 AF9247  ___________________________________________________________________
 AF9247  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 AF9247  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AF9247
 AF9247  HORZ ORDER  -  THIRD
 AF9247
 AF9247.The horizontal coordinates were established by classical geodetic methods
 AF9247.and adjusted by the National Geodetic Survey in July 1998..
 AF9247
 AF9247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9247
 AF9247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9247
 AF9247.The geoid height was determined by GEOID03.
 AF9247
 AF9247;                    North         East     Units Scale Factor Converg.
 AF9247;SPC TXNC     - 2,193,940.856   426,866.200   MT  0.99989123   -1 00 54.7
 AF9247;SPC TXNC     - 7,197,954.29  1,400,476.86   sFT  0.99989123   -1 00 54.7
 AF9247;UTM  14      - 3,696,656.737   373,397.914   MT  0.99979761   -0 44 58.4
 AF9247
 AF9247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9247!SPC TXNC     -   0.99991535  x   0.99989123  =   0.99980659
 AF9247!UTM  14      -   0.99991535  x   0.99979761  =   0.99971298
 AF9247
 AF9247                          SUPERSEDED SURVEY CONTROL
 AF9247
 AF9247  NGVD 29 (07/17/98)  566.3    (m)         1858.     (f) VERT ANG       
 AF9247
 AF9247.Superseded values are not recommended for survey control.
 AF9247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9247.See file dsdata.txt to determine how the superseded data were derived.
 AF9247
 AF9247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7339896657(NAD 83)
 AF9247_MARKER: DS = TRIANGULATION STATION DISK
 AF9247
 AF9247  HISTORY     - Date     Condition        Report By
 AF9247  HISTORY     - 1958     MONUMENTED       USGS
 AF9247
 AF9247                          STATION DESCRIPTION
 AF9247
 AF9247'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9247'STATION IS LOCATED 16 MI. S. AND 3 MI. W. OF GUTHRIE NEAR THE COUNTY
 AF9247'LINE.  ABOUT 1 MI. SE. OF A RANCH HOUSE ON LAND OWNED BY MR. CARUTHERS
 AF9247'WHO LIVES IN STAMFORD.
 AF9247'THE STATION WAS REACHED FROM ASPERMONT BY GOING N. ON U.S. HIGHWAY 83
 AF9247'22.1 MI. TO A COUNTY RD. W.  FOLLOW COUNTY RD. W. 5.6 MI. TO A RD.
 AF9247'FORK AFTER CROSSING A SMALL CONCRETE CULVERT BRIDGE.  CONTINUE
 AF9247'STRAIGHT AHEAD ON LEFT FORK 3.9 MI. ALMOST TO A RANCH HOUSE TO RD.
 AF9247'FORK.  TAKE LEFT FORK 0.5 MI. TO ANOTHER RD. FORK, TURN RIGHT 0.2 MI.
 AF9247'TO STATION MARK.
 AF9247'STATION MARK--A STANDARD USGS TABLET SET IN TOP OF A CONCRETE POST
 AF9247'FLUSH WITH THE GROUND AND COVERED BY A SMALL PILE OF ROCK.  IT IS 478
 AF9247'FT. SE. OF A FIELD CORNER, 33 FT. SW. OF THE CENTERLINE OF A TRACK RD.
 AF9247'AND 250 FT. SE. FROM THE CROSSING OF TWO TRACK RDS., 217 FT. E. OF A
 AF9247'POWER POLE, STAMPED---SONNY-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0486 ***********************************************************************
 BO0486  DESIGNATION -  SONO
 BO0486  PID         -  BO0486
 BO0486  STATE/COUNTY-  TX/SUTTON
 BO0486  USGS QUAD   -  SONORA (1982)
 BO0486
 BO0486                         *CURRENT SURVEY CONTROL
 BO0486  ___________________________________________________________________
 BO0486* NAD 83(1993)-  30 34 29.90192(N)    100 38 32.44848(W)     ADJUSTED  
 BO0486* NAVD 88     -       690.     (meters)    2264.     (feet)  SCALED    
 BO0486  ___________________________________________________________________
 BO0486  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 BO0486  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BO0486
 BO0486  HORZ ORDER  -  SECOND
 BO0486
 BO0486.The horizontal coordinates were established by classical geodetic methods
 BO0486.and adjusted by the National Geodetic Survey in February 1996..
 BO0486
 BO0486.The orthometric height was scaled from a topographic map.
 BO0486
 BO0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0486
 BO0486.The geoid height was determined by GEOID03.
 BO0486
 BO0486;                    North         East     Units Scale Factor Converg.
 BO0486;SPC TX C     - 3,100,731.906   670,360.543   MT  0.99990926   -0 09 33.0
 BO0486;SPC TX C     -10,172,984.59  2,199,341.21   sFT  0.99990926   -0 09 33.0
 BO0486;UTM  14      - 3,383,648.131   342,510.054   MT  0.99990598   -0 50 08.1
 BO0486
 BO0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0486!SPC TX C     -   0.99989523  x   0.99990926  =   0.99980450
 BO0486!UTM  14      -   0.99989523  x   0.99990598  =   0.99980122
 BO0486
 BO0486|---------------------------------------------------------------------|
 BO0486| PID    Reference Object                     Distance      Geod. Az  |
 BO0486|                                                           dddmmss.s |
 BO0486| CV6368 SONO RM 1                            31.960 METERS 01540     |
 BO0486| BO0488 SONORA NEW MUNICIPAL TANK           APPROX. 1.6 KM 1585153.6 |
 BO0486| CV6369 SONO RM 2                            23.326 METERS 29310     |
 BO0486| BO0482 WINDMILL WEST OF TWO                APPROX. 7.4 KM 3184750.6 |
 BO0486| BO0487 WINDMILL EAST OF TWO                APPROX. 7.3 KM 3185203.4 |
 BO0486|---------------------------------------------------------------------|
 BO0486
 BO0486                          SUPERSEDED SURVEY CONTROL
 BO0486
 BO0486  NAD 83(1986)-  30 34 29.90309(N)    100 38 32.43443(W) AD(       ) 2
 BO0486  NAD 27      -  30 34 29.25100(N)    100 38 31.09900(W) AD(       ) 2
 BO0486
 BO0486.Superseded values are not recommended for survey control.
 BO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0486.See file dsdata.txt to determine how the superseded data were derived.
 BO0486
 BO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4251083648(NAD 83)
 BO0486_MARKER: DD = SURVEY DISK
 BO0486_SETTING: 66 = SET IN ROCK OUTCROP
 BO0486
 BO0486  HISTORY     - Date     Condition        Report By
 BO0486  HISTORY     - 1944     MONUMENTED       CGS
 BO0486  HISTORY     - 1978     GOOD             NGS
 BO0486
 BO0486                          STATION DESCRIPTION
 BO0486
 BO0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0486'STATION IS LOCATED IN THE N EDGE OF SONORA, ABOUT 0.3 MILE N OF
 BO0486'THE COURTHOUSE, ON CITY PROPERTY, AT THE CITY WATER WORKS.
 BO0486'IT IS LOCATED ON THE E PORTION OF RIDGE, 16 FEET S OF FENCE,
 BO0486'28.8 FEET NW OF THE NW CORNER OF AN 8- BY 8-FOOT MASONRY HOUSE,
 BO0486'52.2 FEET NE OF THE NE CORNER OF ANOTHER 8- BY 8-FOOT MASONRY
 BO0486'HOUSE, AND 111 FEET E OF THE CENTER OF CIRCULAR RESERVOIR.
 BO0486'
 BO0486'STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE
 BO0486'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 BO0486'SONO 1944.
 BO0486'
 BO0486'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 BO0486'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED SONO NO 1 1944 AND
 BO0486'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 30 PACES N
 BO0486'OF FENCE.
 BO0486'
 BO0486'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A
 BO0486'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 BO0486'IT IS STAMPED SONO NO 2 1944.  IT IS 9 FEET S OF FENCE AND 15
 BO0486'FEET NNW OF THE NW CORNER OF MASONRY HOUSE.
 BO0486'
 BO0486'TO REACH STATION FROM THE COURTHOUSE IN SONORA, GO W ON U.S.
 BO0486'HIGHWAY 277 FOR 0.1 MILE TO MASONIC HALL ON RIGHT.  TAKE
 BO0486'GRAVEL ROAD RIGHT FOR 0.25 MILE TO TOP OF HILL AND STATION.
 BO0486'
 BO0486'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 BO0486
 BO0486                          STATION RECOVERY (1978)
 BO0486
 BO0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BO0486'THE STATION MARK AND REFERENCE MARKS 1 AND 2, WERE RECOVERED AND FOUND
 BO0486'IN GOOD CONDITION.
 BO0486'
 BO0486'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 BO0486'
 BO0486'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 BO0486'
 BO0486'THE STATION IS LOCATED IN THE NORTHWEST PART OF SONORA, AND IN THE
 BO0486'SONORA CITY WATER DEPARTMENT COMPOUND.
 BO0486'
 BO0486'TO REACH THE STATION, FROM POST OFFICE IN SONORA, GO WEST ON WATER
 BO0486'STREET, FOR 0.05 MILE TO MULBERRY STREET, TURN RIGHT AND GO NORTH ON
 BO0486'MULBERRY STREET FOR ABOUT 150 FEET TO A SURFACE ROAD ON LEFT AT THE
 BO0486'NORTH SIDE OF MASONIC LODGE HALL.  HERE TURN LEFT AND FOLLOW SURFACE
 BO0486'ROAD WEST AND NORTH UP STEEP GRADE FOR 0.3 MILE TO THE ENTRANCE TO
 BO0486'THE CITY WATER DEPARTMENT COMPOUND AND STATION ALONG THE SOUTH SIDE
 BO0486'OF THE NORTH FENCE LINE ENCLOSURE OF COMPOUND.
 BO0486'
 BO0486'STATION MARK IS A STANDARD DISK STAMPED---SONO 1944 SET IN A DRILL
 BO0486'HOLE IN BEDROCK THAT IS FLUSH.  IT IS 70 FEET OF THE NORTHEAST CORNER
 BO0486'OF COMPOUND.  36.6 FEET WEST OF A 4 X 8 CINDER BLOCK BUILDING, 36
 BO0486'FEET NORTH NORTHWEST OF THE EAST ONE OF THREE WELL HEAD OR PUMPING
 BO0486'STATIONS, 28.8 FEET EAST NORTHEAST OF THE CENTER ONE OF THREE HEAD
 BO0486'WELLS AND 1-FOOT SOUTH OF FENCE LINE.
 BO0486'
 BO0486'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED---SONO NO.1 1944 SET
 BO0486'IN A DRILL HOLE ON BEDROCK THAT IS FLUSH.  IT IS 96 FEET OF FENCE, 71
 BO0486'FEET EAST OF A HIGH LINE POLE, AND ON ROCK LEDGE ALONG THE NORTH EDGE
 BO0486'OF HILL, AS IT STARTS TO SLOPE OFF TO THE NORTH.
 BO0486'
 BO0486'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED SONO NO 2 1944 SET
 BO0486'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 24 FEET WEST
 BO0486'NORTHWEST OF THE WEST HEAD WELL, ONE OF THREE, 22 FEET NORTH
 BO0486'NORTHEAST OF THE NORTHEAST CORNER OF 8 X 8 CINDER BLOCK BUILDING
 BO0486'AND 21 FEET SOUTH OF FENCE.
 BO0486'
 BO0486'NO AZIMUTH MARK ESTABLISHED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0570 ***********************************************************************
 BO0570  PACS        -  This is a Primary Airport Control Station.
 BO0570  DESIGNATION -  SONOPORT
 BO0570  PID         -  BO0570
 BO0570  STATE/COUNTY-  TX/SUTTON
 BO0570  USGS QUAD   -  SONORA (1982)
 BO0570
 BO0570                         *CURRENT SURVEY CONTROL
 BO0570  ___________________________________________________________________
 BO0570* NAD 83(1993)-  30 35 04.60627(N)    100 38 53.73645(W)     ADJUSTED  
 BO0570* NAVD 88     -       651.11   (meters)    2136.2    (feet)  GPS OBS   
 BO0570  ___________________________________________________________________
 BO0570  X           -  -1,015,566.347 (meters)                     COMP
 BO0570  Y           -  -5,401,464.565 (meters)                     COMP
 BO0570  Z           -   3,226,652.942 (meters)                     COMP
 BO0570  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 BO0570  ELLIP HEIGHT-         628.05  (meters)          (10/24/00) GPS OBS
 BO0570  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BO0570
 BO0570  HORZ ORDER  -  B
 BO0570  ELLP ORDER  -  FOURTH    CLASS II
 BO0570
 BO0570.This mark is at Sonora Muni (E29) Airport (E29)
 BO0570
 BO0570.The horizontal coordinates were established by GPS observations
 BO0570.and adjusted by the National Geodetic Survey in February 1996..
 BO0570
 BO0570.The orthometric height was determined by GPS observations and a
 BO0570.high-resolution geoid model.
 BO0570
 BO0570.GPS derived orthometric heights for airport stations designated as
 BO0570.PACS or SACS are published to 2 decimal places.  This maintains
 BO0570.centimeter relative accuracy between the PACS and SACS.  It does
 BO0570.not indicate centimeter accuracy relative to other marks which are
 BO0570.part of the NAVD 88 network.
 BO0570
 BO0570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BO0570
 BO0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0570
 BO0570.The ellipsoidal height was determined by GPS observations
 BO0570.and is referenced to NAD 83.
 BO0570
 BO0570.The geoid height was determined by GEOID03.
 BO0570
 BO0570;                    North         East     Units Scale Factor Converg.
 BO0570;SPC TX C     - 3,101,802.118   669,796.385   MT  0.99990803   -0 09 43.9
 BO0570;SPC TX C     -10,176,495.78  2,197,490.31   sFT  0.99990803   -0 09 43.9
 BO0570;UTM  14      - 3,384,724.928   341,958.573   MT  0.99990813   -0 50 19.8
 BO0570
 BO0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0570!SPC TX C     -   0.99990138  x   0.99990803  =   0.99980942
 BO0570!UTM  14      -   0.99990138  x   0.99990813  =   0.99980952
 BO0570
 BO0570:                Primary Azimuth Mark                     Grid Az
 BO0570:SPC TX C     -  SONOPORT AZ MK                           200 40 07.0
 BO0570:UTM  14      -  SONOPORT AZ MK                           201 20 42.9
 BO0570
 BO0570|---------------------------------------------------------------------|
 BO0570| PID    Reference Object                     Distance      Geod. Az  |
 BO0570|                                                           dddmmss.s |
 BO0570| BO0571 SONOPORT AZ MK                      APPROX. 0.5 KM 2003023.1 |
 BO0570|---------------------------------------------------------------------|
 BO0570
 BO0570                          SUPERSEDED SURVEY CONTROL
 BO0570
 BO0570  ELLIP H (02/20/96)  628.19   (m)                       GP(       ) 1 1
 BO0570  NAD 83(1993)-  30 35 04.60712(N)    100 38 53.74151(W) AD(       ) 3
 BO0570  ELLIP H (02/16/96)  628.21   (m)                       GP(       ) 5 1
 BO0570  NAD 83(1986)-  30 35 04.61307(N)    100 38 53.72265(W) AD(       ) 3
 BO0570  NGVD 29 (10/23/89)  650.6    (m)         2135.     (f) GPS OBS        
 BO0570
 BO0570.Superseded values are not recommended for survey control.
 BO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0570.See file dsdata.txt to determine how the superseded data were derived.
 BO0570
 BO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4195984725(NAD 83)
 BO0570_MARKER: I = METAL ROD
 BO0570_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BO0570_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BO0570_STAMPING: SONOPORT 1989
 BO0570_MARK LOGO: NGS   
 BO0570_PROJECTION: FLUSH
 BO0570_MAGNETIC: I = MARKER IS A STEEL ROD
 BO0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0570+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1995
 BO0570_ROD/PIPE-DEPTH: 5.60 meters
 BO0570_SLEEVE-DEPTH  : 0.76 meters
 BO0570
 BO0570  HISTORY     - Date     Condition        Report By
 BO0570  HISTORY     - 1989     MONUMENTED       NGS
 BO0570  HISTORY     - 19950428 GOOD             NGS
 BO0570
 BO0570                          STATION DESCRIPTION
 BO0570
 BO0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 BO0570'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTH OF SONORA, ON THE
 BO0570'NORTH SIDE OF INTERSTATE HIGHWAY 10, AT THE SONORA MUNICIPAL AIRPORT.
 BO0570'OWNERSHIP--CITY OF SONORA, POST OFFICE BOX 837, SONORA, TEXAS 76950.
 BO0570'AIRPORT MANAGER IS ROSE BUDDE, TELEPHONE 915-387-5733.
 BO0570'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BO0570'U.S. HIGHWAY 277 (EXIT 400) AT SONORA, GO WEST ON A FRONTAGE ROAD
 BO0570'PASSING THE ENTRANCE RAMP FOR THE WEST ENTRANCE TO INTERSTATE 10 FOR
 BO0570'0.40 KM (0.25 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT. TURN RIGHT,
 BO0570'NORTH, ON A PAVED ROAD FOR ABOUT 50 METERS TO THE AZIMUTH MARK ON THE
 BO0570'RIGHT.  CONTINUE ON THE PAVED ROAD FOR 0.36 KM (0.20 MI) TO THE OFFICE
 BO0570'ON THE LEFT.  TURN RIGHT AND GO EASTERLY TO THE WIND TEE AND THE
 BO0570'STATION ON THE EAST SIDE OF THE TEE.
 BO0570'THE STATION IS 49.6 M (162.7 FT) EAST OF THE RUNWAY CENTERLINE, 7.5 M
 BO0570'(24.6 FT) EAST OF A CONCRETE FOUNDATION SUPPORTING THE TEE, AND 1.4 M
 BO0570'(4.6 FT) WEST OF A WITNESS POST AND FENCE.
 BO0570'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BO0570'DESCRIBED BY R.D.B.
 BO0570
 BO0570                          STATION RECOVERY (1995)
 BO0570
 BO0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BO0570'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTH OF SONORA, ON THE
 BO0570'NORTH SIDE OF INTERSTATE HIGHWAY 10, AT THE SONORA MUNICIPAL AIRPORT.
 BO0570'IN THE GRASS, ABOUT MIDFIELD, ON THE EAST SIDE OF THE WIND TEE, AND
 BO0570'THE WEST SIDE OF THE BOUNDRY FENCE.  OWNERSHIP--CITY OF SONORA, 201
 BO0570'NORTHEAST MAIN STREET, SONORA, TX.  76950.  AIRPORT MANAGER CURTIS AND
 BO0570'LISA LIPHAM, PHONE 915-387-2447 OR 915-387-3772. TO REACH THE STATOIN
 BO0570'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S.  HIGHWAY 277 (EXIT
 BO0570'400) AT SONORA, GO WEST, 0.40 KM (0.25 MI) ON A FRONTAGE ROAD PASSING
 BO0570'THE ENTRANCE RAMP FOR THE WEST ENTRANCE TO INTERSTATE 10, TO THE
 BO0570'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, 0.41 KM (0.25 MI)
 BO0570'TO THE OFFICE ON THE LEFT.  BEAR RIGHT, NORTHEASTERLY, TO THE WIND TEE
 BO0570'AND THE STATION ON THE EAST SIDE OF THE TEE.  STATION IS 49.4 M (162.1
 BO0570'FT) EAST OF THE RUNWAY CENTERLINE, 7.5 M (24.6 FT) EAST OF THE
 BO0570'CONCRETE FOUNDATION SUPPORTING THE TEE, 1.2 M (3.9 FT) WEST OF A
 BO0570'WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 BO0570'RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BO0570'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0571 ***********************************************************************
 BO0571  SACS        -  This is a Secondary Airport Control Station.
 BO0571  DESIGNATION -  SONOPORT AZ MK
 BO0571  PID         -  BO0571
 BO0571  STATE/COUNTY-  TX/SUTTON
 BO0571  USGS QUAD   -  SONORA (1982)
 BO0571
 BO0571                         *CURRENT SURVEY CONTROL
 BO0571  ___________________________________________________________________
 BO0571* NAD 83(1993)-  30 34 48.92782(N)    100 39 00.51384(W)     ADJUSTED  
 BO0571* NAVD 88     -       651.18   (meters)    2136.4    (feet)  GPS OBS   
 BO0571  ___________________________________________________________________
 BO0571  X           -  -1,015,789.241 (meters)                     COMP
 BO0571  Y           -  -5,401,672.693 (meters)                     COMP
 BO0571  Z           -   3,226,237.278 (meters)                     COMP
 BO0571  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 BO0571  ELLIP HEIGHT-         628.12  (meters)          (06/26/01) GPS OBS
 BO0571  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 BO0571
 BO0571  HORZ ORDER  -  FIRST
 BO0571  ELLP ORDER  -  THIRD     CLASS I
 BO0571
 BO0571.This mark is at Sonora Muni (E29) Airport (E29)
 BO0571
 BO0571.The horizontal coordinates were established by GPS observations
 BO0571.and adjusted by the National Geodetic Survey in June 1996..
 BO0571
 BO0571.The orthometric height was determined by GPS observations and a
 BO0571.high-resolution geoid model.
 BO0571
 BO0571.GPS derived orthometric heights for airport stations designated as
 BO0571.PACS or SACS are published to 2 decimal places.  This maintains
 BO0571.centimeter relative accuracy between the PACS and SACS.  It does
 BO0571.not indicate centimeter accuracy relative to other marks which are
 BO0571.part of the NAVD 88 network.
 BO0571
 BO0571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BO0571
 BO0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0571
 BO0571.The ellipsoidal height was determined by GPS observations
 BO0571.and is referenced to NAD 83.
 BO0571
 BO0571.The geoid height was determined by GEOID03.
 BO0571
 BO0571;                    North         East     Units Scale Factor Converg.
 BO0571;SPC TX C     - 3,101,319.858   669,614.456   MT  0.99990858   -0 09 47.4
 BO0571;SPC TX C     -10,174,913.57  2,196,893.43   sFT  0.99990858   -0 09 47.4
 BO0571;UTM  14      - 3,384,244.849   341,770.962   MT  0.99990886   -0 50 22.8
 BO0571
 BO0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0571!SPC TX C     -   0.99990137  x   0.99990858  =   0.99980996
 BO0571!UTM  14      -   0.99990137  x   0.99990886  =   0.99981024
 BO0571
 BO0571:                Primary Azimuth Mark                     Grid Az
 BO0571:SPC TX C     -  SONOPORT                                 020 40 07.1
 BO0571:UTM  14      -  SONOPORT                                 021 20 42.5
 BO0571
 BO0571|---------------------------------------------------------------------|
 BO0571| PID    Reference Object                     Distance      Geod. Az  |
 BO0571|                                                           dddmmss.s |
 BO0571| BO0570 SONOPORT                            APPROX. 0.5 KM 0203019.7 |
 BO0571|---------------------------------------------------------------------|
 BO0571
 BO0571                          SUPERSEDED SURVEY CONTROL
 BO0571
 BO0571  ELLIP H (06/17/96)  628.26   (m)                       GP(       ) 3 1
 BO0571  NAD 83(1993)-  30 34 48.92847(N)    100 39 00.51825(W) AD(       ) 3
 BO0571  ELLIP H (02/16/96)  628.28   (m)                       GP(       ) 5 1
 BO0571  ELLIP H (12/21/93)  627.62   (m)                       GP(       ) 4 1
 BO0571  NAD 83(1986)-  30 34 48.93442(N)    100 39 00.49939(W) AD(       ) 3
 BO0571  NGVD 29 (10/23/89)  650.6    (m)         2135.     (f) GPS OBS        
 BO0571
 BO0571.Superseded values are not recommended for survey control.
 BO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0571.See file dsdata.txt to determine how the superseded data were derived.
 BO0571
 BO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4177184245(NAD 83)
 BO0571_MARKER: I = METAL ROD
 BO0571_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BO0571_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BO0571_STAMPING: SONOPORT AZ MK 1989
 BO0571_MARK LOGO: NGS   
 BO0571_PROJECTION: FLUSH
 BO0571_MAGNETIC: I = MARKER IS A STEEL ROD
 BO0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0571+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1995
 BO0571_ROD/PIPE-DEPTH: 4.33 meters
 BO0571_SLEEVE-DEPTH  : 0.76 meters
 BO0571
 BO0571  HISTORY     - Date     Condition        Report By
 BO0571  HISTORY     - 1989     MONUMENTED       NGS
 BO0571  HISTORY     - 19950428 GOOD             NGS
 BO0571
 BO0571                          STATION DESCRIPTION
 BO0571
 BO0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 BO0571'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTH OF SONORA, ON THE
 BO0571'NORTH SIDE OF INTERSTATE HIGHWAY 10, AT THE SONORA MUNICIPAL AIRPORT.
 BO0571'OWNERSHIP--CITY OF SONORA, POST OFFICE BOX 837, SONORA, TEXAS 76950.
 BO0571'AIRPORT MANAGER IS ROSE BUDDE, TELEPHONE 915-387-5733.
 BO0571'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BO0571'U.S. HIGHWAY 277 (EXIT 400) AT SONORA, GO WEST ON A FRONTAGE ROAD
 BO0571'PASSING THE ENTRANCE RAMP FOR THE WEST ENTRANCE TO INTERSTATE 10 FOR
 BO0571'0.40 KM (0.25 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT. TURN RIGHT,
 BO0571'NORTH, ON A PAVED ROAD FOR ABOUT 50 METERS TO THE AZIMUTH MARK ON THE
 BO0571'RIGHT.
 BO0571'THE STATION IS 35.5 M (116.5 FT) WEST OF THE SOUTHWEST CORNER OF THE
 BO0571'RUNWAY, 10.2 M (33.5 FT) EAST OF THE CENTER OF THE ENTRANCE ROAD, AND
 BO0571'6.0 M (19.7 FT) EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE STONE
 BO0571'ENTRANCE COLUMN ON THE EAST SIDE OF THE ROAD.
 BO0571'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BO0571'DESCRIBED BY R.D.B.
 BO0571
 BO0571                          STATION RECOVERY (1995)
 BO0571
 BO0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BO0571'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTH OF SONORA, ON THE
 BO0571'NORTH SIDE OF INTERSTATE HIGHWAY 10, AT THE SONORA MUNICIPAL AIRPORT.
 BO0571'IN THE GRASS, ON THE RIGHT SIDE OF THE ENTRANCE ROAD, JUST INSIDE THE
 BO0571'ENTRANCE TO THE AIRPORT.  OWNERSHIP--CITY OF SONORA, 201 NORTHEAST
 BO0571'MAIN STREET, SONORA, TX.  76950.  AIRPORT MANAGER CURTIS AND LISA
 BO0571'LIPHAM, PHONE 915-387-2447 OR 915-387-3772.  TO REACH THE STATOIN FROM
 BO0571'THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S.  HIGHWAY 277 (EXIT 400)
 BO0571'AT SONORA, GO WEST, 0.40 KM (0.25 MI) ON A FRONTAGE ROAD PASSING THE
 BO0571'ENTRANCE RAMP FOR THE WEST ENTRANCE TO INTERSTATE 10, TO THE AIRPORT
 BO0571'ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, 50.0 M (164.0 FT) TO THE
 BO0571'STATION ON THE RIGHT.  STATION IS 45.2 M (148.3 FT) WEST OF RUNWAY 36
 BO0571'CENTERLINE, 10.2 M (33.5 FT) EAST OF THE ENTRANCE ROAD CENTER, 6.0 M
 BO0571'(19.7 FT) EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE STONE ENTRANCE
 BO0571'COLUMN ON THE EAST SIDE OF THE ROAD, 0.6 M (2.0 FT) WEST OF A WITNESS
 BO0571'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ENTRANCE ROAD.
 BO0571'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 BO0571'DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0115 ***********************************************************************
 BO0115  DESIGNATION -  SONORA
 BO0115  PID         -  BO0115
 BO0115  STATE/COUNTY-  TX/SUTTON
 BO0115  USGS QUAD   -  SONORA (1982)
 BO0115
 BO0115                         *CURRENT SURVEY CONTROL
 BO0115  ___________________________________________________________________
 BO0115* NAD 83(1986)-  30 34 18.     (N)    100 38 44.     (W)     SCALED    
 BO0115* NAVD 88     -       650.335  (meters)    2133.64   (feet)  ADJUSTED  
 BO0115  ___________________________________________________________________
 BO0115  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BO0115  DYNAMIC HT  -         649.381 (meters)    2130.51  (feet)  COMP
 BO0115  MODELED GRAV-     979,153.7   (mgal)                       NAVD 88
 BO0115
 BO0115  VERT ORDER  -  FIRST     CLASS II
 BO0115
 BO0115.The horizontal coordinates were scaled from a topographic map and have
 BO0115.an estimated accuracy of +/- 6 seconds.
 BO0115
 BO0115.The orthometric height was determined by differential leveling
 BO0115.and adjusted by the National Geodetic Survey in June 1991..
 BO0115
 BO0115.The geoid height was determined by GEOID03.
 BO0115
 BO0115.The dynamic height is computed by dividing the NAVD 88
 BO0115.geopotential number by the normal gravity value computed on the
 BO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0115.degrees latitude (g = 980.6199 gals.).
 BO0115
 BO0115.The modeled gravity was interpolated from observed gravity values.
 BO0115
 BO0115;                    North         East    Units  Estimated Accuracy
 BO0115;SPC TX C     - 3,100,370.      670,050.      MT  (+/- 180 meters Scaled)
 BO0115
 BO0115                          SUPERSEDED SURVEY CONTROL
 BO0115
 BO0115  NGVD 29 (??/??/92)  650.144  (m)         2133.01   (f) ADJ UNCH    1 2
 BO0115
 BO0115.Superseded values are not recommended for survey control.
 BO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0115.See file dsdata.txt to determine how the superseded data were derived.
 BO0115
 BO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU421832(NAD 83)
 BO0115_MARKER: DB = BENCH MARK DISK
 BO0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0115_SP_SET: STEP
 BO0115_STAMPING: SONORA 1932 2133.014
 BO0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0115
 BO0115  HISTORY     - Date     Condition        Report By
 BO0115  HISTORY     - 1932     MONUMENTED       CGS
 BO0115  HISTORY     - 1958     GOOD             NGS
 BO0115
 BO0115                          STATION DESCRIPTION
 BO0115
 BO0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0115'IN SONORA.
 BO0115'AT SONORA, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN STREET
 BO0115'AND CONCHO AVENUE, IN THE TOP OF THE WEST EDGE OF THE STEP AT THE
 BO0115'ENTRANCE TO THE FIRST NATIONAL BANK, 3 1/2 FEET WEST OF THE CENTER
 BO0115'LINE OF THE BANK ENTRANCE, AND ABOUT 3 INCHES ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0569 ***********************************************************************
 BO0569  DESIGNATION -  SONORA RESET
 BO0569  PID         -  BO0569
 BO0569  STATE/COUNTY-  TX/SUTTON
 BO0569  USGS QUAD   -  SONORA SE (1982)
 BO0569
 BO0569                         *CURRENT SURVEY CONTROL
 BO0569  ___________________________________________________________________
 BO0569* NAD 83(1993)-  30 34 18.19260(N)    100 36 35.00977(W)     ADJUSTED  
 BO0569* NAVD 88     -       650.33   (+/-2cm)    2133.6    (feet)  VERTCON   
 BO0569  ___________________________________________________________________
 BO0569  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 BO0569  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BO0569
 BO0569  HORZ ORDER  -  SECOND
 BO0569  VERT ORDER  -  THIRD ? (See Below)
 BO0569
 BO0569.The horizontal coordinates were established by classical geodetic methods
 BO0569.and adjusted by the National Geodetic Survey in February 1996..
 BO0569
 BO0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0569.The vertical order pertains to the NGVD 29 superseded value.
 BO0569
 BO0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0569
 BO0569.The geoid height was determined by GEOID03.
 BO0569
 BO0569;                    North         East     Units Scale Factor Converg.
 BO0569;SPC TX C     - 3,100,363.118   673,488.612   MT  0.99990968   -0 08 32.5
 BO0569;SPC TX C     -10,171,774.66  2,209,603.89   sFT  0.99990968   -0 08 32.5
 BO0569;UTM  14      - 3,383,242.441   345,633.521   MT  0.99989396   -0 49 08.0
 BO0569
 BO0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0569!SPC TX C     -   0.99990148  x   0.99990968  =   0.99981116
 BO0569!UTM  14      -   0.99990148  x   0.99989396  =   0.99979545
 BO0569
 BO0569|---------------------------------------------------------------------|
 BO0569| PID    Reference Object                     Distance      Geod. Az  |
 BO0569|                                                           dddmmss.s |
 BO0569| CV6372 SONORA RM 2                          60.602 METERS 00405     |
 BO0569| CV6371 SONORA RM 1                          63.076 METERS 14008     |
 BO0569| BO0480 STATE HWY MON NR SONORA 1944         24.540 METERS 14959     |
 BO0569| BO0488 SONORA NEW MUNICIPAL TANK           APPROX. 2.8 KM 2465912.3 |
 BO0569| CV6370 SONORA AZ MK                                       2674057.0 |
 BO0569| BO0481 WINDMILL NEAR WINDCHARGER           APPROX.10.7 KM 2860818.3 |
 BO0569| BO0482 WINDMILL WEST OF TWO                APPROX. 9.9 KM 3062847.8 |
 BO0569| BO0487 WINDMILL EAST OF TWO                APPROX. 9.9 KM 3063115.2 |
 BO0569|---------------------------------------------------------------------|
 BO0569
 BO0569                          SUPERSEDED SURVEY CONTROL
 BO0569
 BO0569  NAD 83(1986)-  30 34 18.19372(N)    100 36 34.99602(W) AD(       ) 2
 BO0569  NAD 27      -  30 34 17.54100(N)    100 36 33.66300(W) AD(       ) 2
 BO0569  NGVD 29 (07/19/86)  650.14   (m)         2133.0    (f) LEVELING    3  
 BO0569
 BO0569.Superseded values are not recommended for survey control.
 BO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0569.See file dsdata.txt to determine how the superseded data were derived.
 BO0569
 BO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4563483242(NAD 83)
 BO0569_MARKER: DS = TRIANGULATION STATION DISK
 BO0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0569
 BO0569  HISTORY     - Date     Condition        Report By
 BO0569  HISTORY     - 1964     MONUMENTED       CGS
 BO0569  HISTORY     - 1978     GOOD             NGS
 BO0569
 BO0569                          STATION DESCRIPTION
 BO0569
 BO0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 BO0569'THE STATION SURFACE MARK WAS FOUND TO BE DESTROYED.  REFERENCE
 BO0569'MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND TO BE IN
 BO0569'GOOD CONDITION.  A NEW SURFACE MARK WAS SET.  THE SUB-STATION
 BO0569'MARK WAS HELD INTACT AND THE SURFACE MARK WAS RE-MARKED IN
 BO0569'ITS ORIGINAL POSITION.
 BO0569'
 BO0569'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 BO0569'2 MILES EAST OF SONORA, AND 1/2 MILE NORTHEAST OF U.S. HIGHWAY
 BO0569'290, AT THE HOME OF MRS. W.A. MEIERS.
 BO0569'
 BO0569'TO REACH THE STATION FROM THE MC DONALD HOTEL IN SONORA, GO
 BO0569'SOUTHEAST ON CONCHO AVE. FOR 0.7 MILE TO THE JUNCTION OF U.S.
 BO0569'HIGHWAY 290.  TURN LEFT ON U.S. HIGHWAY 290 AND GO 2.4 MILES
 BO0569'TO A SIDE ROAD ON THE LEFT.  TURN SHARP LEFT, AND FOLLOW
 BO0569'THE BLACKTOP ROAD FOR 0.6 MILE TO THE HOME OF MRS. MEIERS AND
 BO0569'THE STATION.
 BO0569'
 BO0569'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 BO0569'BLACKTOP ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BO0569'
 BO0569'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED
 BO0569'SONORA 1935 1964.  IT IS SET IN A 12 IN X 12 IN CONCRETE POST
 BO0569'FLUSH WITH THE SURFACE OF THE GROUND, IS 130 FEET WEST OF THE
 BO0569'SOUTH CORNER OF BRICK HOUSE, 114 FEET SOUTH OF THE WEST
 BO0569'CORNER OF THE HOUSE, AND 50 FEET NORTHEAST OF THE CENTER
 BO0569'LINE OF THE BLACKTOP ROAD.  THE UNDERGROUND DISK IS STAMPED
 BO0569'SONORA 1935.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK AND IS
 BO0569'18 INCHES BELOW THE SURFACE OF THE GROUND.
 BO0569'
 BO0569'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SONORA NO 1
 BO0569'1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 BO0569'6 INCHES ABOVE THE GROUND.  IT IS 60 FEET SOUTHEAST OF THE
 BO0569'CENTER OF THE DRIVEWAY AND 41 FEET NORTHEAST OF THE CENTER
 BO0569'LINE OF THE BLACKTOP ROAD.
 BO0569'
 BO0569'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SONORA NO 2
 BO0569'1935, IS SET IN A ROUND CONCRETE POST ABOUT 12 INCHES IN DIAMETER
 BO0569'AND PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  IT IS 102
 BO0569'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK HOUSE,
 BO0569'AND 19.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE PUMP
 BO0569'HOUSE.
 BO0569'
 BO0569'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED SONORA
 BO0569'1935 AZI, IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 BO0569'WITH THE SURFACE OF GROUND.  IT IS ABOUT 200 YARDS WEST
 BO0569'OF THE SECOND CURVE IN THE ROAD FROM THE STATION, 36 FEET
 BO0569'NORTHEAST OF THE CENTER LINE OF THE BLACKTOP ROAD, AND 6 FEET
 BO0569'EAST OF A 4 IN X 4 IN WOODEN WITNESS POST.
 BO0569
 BO0569                          STATION RECOVERY (1978)
 BO0569
 BO0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BO0569'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN GOOD
 BO0569'CONDITION.
 BO0569'
 BO0569'THE AZIMUTH MARK WAS NOT RECOVERED AT THIS TIME.  THE ROAD LEADING
 BO0569'WEST TO AZIMUTH MARK IS NOW BLOCKED A LOCKED GATE.
 BO0569'
 BO0569'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 BO0569'
 BO0569'THE 1964 RECOVERY DESCRIPTION OF TO REACH AND RECOVERY OF STATION
 BO0569'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1479 ***********************************************************************
 AH1479  DESIGNATION -  SORDO
 AH1479  PID         -  AH1479
 AH1479  STATE/COUNTY-  TX/KLEBERG
 AH1479  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1479
 AH1479                         *CURRENT SURVEY CONTROL
 AH1479  ___________________________________________________________________
 AH1479* NAD 83(1993)-  27 25 05.67781(N)    097 23 25.93064(W)     ADJUSTED  
 AH1479* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AH1479  ___________________________________________________________________
 AH1479  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH1479  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AH1479
 AH1479  HORZ ORDER  -  THIRD
 AH1479
 AH1479.The horizontal coordinates were established by classical geodetic methods
 AH1479.and adjusted by the National Geodetic Survey in February 1996..
 AH1479
 AH1479.The orthometric height was scaled from a topographic map.
 AH1479
 AH1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1479
 AH1479.The geoid height was determined by GEOID03.
 AH1479
 AH1479;                    North         East     Units Scale Factor Converg.
 AH1479;SPC TX S     - 5,194,543.920   409,699.314   MT  0.99992119   +0 30 13.3
 AH1479;SPC TX S     -17,042,432.84  1,344,155.17   sFT  0.99992119   +0 30 13.3
 AH1479;UTM  14      - 3,033,790.145   659,100.373   MT  0.99991247   +0 44 28.6
 AH1479
 AH1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1479!SPC TX S     -   1.00000259  x   0.99992119  =   0.99992378
 AH1479!UTM  14      -   1.00000259  x   0.99991247  =   0.99991506
 AH1479
 AH1479|---------------------------------------------------------------------|
 AH1479| PID    Reference Object                     Distance      Geod. Az  |
 AH1479|                                                           dddmmss.s |
 AH1479| CV3460 SORDO RM 1                           17.012 METERS 04404     |
 AH1479| CV3459 SORDO AZ MK                                        0620036.6 |
 AH1479| AH1487 TANQUES DE LUIS WINDMILL            APPROX. 2.6 KM 1845855.1 |
 AH1479| CV3461 SORDO RM 2                           15.585 METERS 29221     |
 AH1479| AH1476 SORDO WINDMILL                      151.801 METERS 31425     |
 AH1479|---------------------------------------------------------------------|
 AH1479
 AH1479                          SUPERSEDED SURVEY CONTROL
 AH1479
 AH1479  NAD 83(1986)-  27 25 05.69168(N)    097 23 25.90665(W) AD(       ) 3
 AH1479  NAD 27      -  27 25 04.54700(N)    097 23 24.93800(W) AD(       ) 3
 AH1479
 AH1479.Superseded values are not recommended for survey control.
 AH1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1479.See file dsdata.txt to determine how the superseded data were derived.
 AH1479
 AH1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5910033790(NAD 83)
 AH1479_MARKER: DS = TRIANGULATION STATION DISK
 AH1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1479
 AH1479  HISTORY     - Date     Condition        Report By
 AH1479  HISTORY     - 1939     MONUMENTED       CGS
 AH1479  HISTORY     - 1949     GOOD             CGS
 AH1479  HISTORY     - 1949     GOOD             CGS
 AH1479  HISTORY     - 1967     GOOD             CGS
 AH1479  HISTORY     - 1969     GOOD             CGS
 AH1479
 AH1479                          STATION DESCRIPTION
 AH1479
 AH1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1479'STATION IS LOCATED ABOUT 11 MILES SE OF THE LAURELES RANCH HOUSE
 AH1479'AND ABOUT 6-1/2 MILES N OF POINT-OF-ROCKS ON BAFFIN BAY, ON
 AH1479'THE LAURELES SECTION OF THE KING RANCH AND ABOUT 1.25 MILES W OF
 AH1479'THE W SHORE OF LAGUNA MADRE, AND ABOUT 200 YARDS SE OF THE SORDO
 AH1479'WINDMILL AND CONCRETE WATERING BASIN, ON THE HIGHEST POINT
 AH1479'OF A LOW BARE HILL.
 AH1479'
 AH1479'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AH1479'DISKS SET IN CONCRETE.
 AH1479'
 AH1479'AZIMUTH MARK IS ON A SMALL RIDGE 0.4 MILE ENE OF STATION AND
 AH1479'0.35 MILE E OF SORDO WINDMILL.
 AH1479'
 AH1479'STATION MAY BE REACHED BY TRUCK BY FOLLOWING TRAIL ROAD S
 AH1479'ALONG W SHORE OF LAGUNA MADRE PROVIDED PERMISSION IS OBTAINED
 AH1479'FROM KING RANCH OFFICIALS.
 AH1479'
 AH1479'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1479
 AH1479                          STATION RECOVERY (1949)
 AH1479
 AH1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1479'THE STATION, REFERENCE MARK NO 1,
 AH1479'REFERENCE MARK NO 2 AND AZIMUTH MARK,
 AH1479'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO
 AH1479'THE AZIMUTH MARK AND TWO REFERENCE MARKS WAS FOUND IN ERROR.
 AH1479'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AH1479'
 AH1479'THE STATION IS LOCATED ABOUT 30 MILES EAST-SOUTHEAST OF
 AH1479'KINGSVILLE, 11.0 MILES SOUTHEAST OF LAURELES RANCH HOUSE AND
 AH1479'ABOUT 1.0 MILE WEST OF THE SHORE OF LAGUNA MADRE, ON THE
 AH1479'LAURELES SECTION OF THE KING RANCH.  IT IS ABOUT 0.1 MILE
 AH1479'SOUTHEAST OF THE SORDO WINDMILL, 175 FEET WEST OF THE CENTER
 AH1479'OF NORTH-SOUTH MACADAM ROAD AND 3 FEET SOUTHEAST OF WITNESS
 AH1479'POST.  IT IS STAMPED SORDO 1939 AND PROJECTS 12 INCHES.
 AH1479'
 AH1479'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION.  IT
 AH1479'IS STAMPED SORDO NO 1 1939 AND PROJECTS 10 INCHES.
 AH1479'
 AH1479'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION.  IT
 AH1479'IS STAMPED SORDO NO 2 1939 AND PROJECTS 12 INCHES.
 AH1479'
 AH1479'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION,
 AH1479'SET ON THE HIGH POINT OF A SMALL SAND HILL.  IT IS STAMPED
 AH1479'SORDO 1939 AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION,
 AH1479'GO NORTH FOR 0.2 MILE, TURN RIGHT AND GO EASTERLY ACROSS OPEN AREA
 AH1479'FOR 0.25 MILE TO THE MARK AS DESCRIBED.
 AH1479'
 AH1479'TO REACH THE STATION FROM THE LAURELES RANCH HOUSE, FROM THE
 AH1479'CATTLE GUARD AND ENTRANCE TO THE RANCH YARD ABOUT 500 FEET
 AH1479'NORTH OF HOUSE, GO NORTH FOR 0.3 MILE TO BUMP GATE ON THE
 AH1479'RIGHT, TURN RIGHT THROUGH THE GATE AND GO SOUTHEAST FOR 0.5
 AH1479'MILE TO FORK, KEEP LEFT FORK AND CONTINUE ON MAIN TRAVELED
 AH1479'ROAD FOR 2.7 MILES TO ANOTHER BUMP GATE, PASS THROUGH GATE AND
 AH1479'CONTINUE FOR 0.15 MILE TO A FORK, KEEP RIGHT FORK AND CONTINUE
 AH1479'ON MAIN TRAVELED ROAD FOR 4.55 MILES TO ANOTHER GATE, (WINDMILL
 AH1479'AND BUILDINGS ON THE RIGHT) CONTINUE ON MAIN TRAVELED ROAD
 AH1479'FOR 1.1 MILE TO ANOTHER GATE, PASS THROUGH AND CONTINUE FOR
 AH1479'0.8 MILE TO A FORK, KEEP RIGHT FORK AND CONTINUE SOUTH
 AH1479'FOR 2.45 MILES TO SORDO WINDMILL ON THE RIGHT AND STATION
 AH1479'ABOUT 175 FEET WEST OF ROAD AS DESCRIBED.
 AH1479'
 AH1479'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 AH1479'
 AH1479'A 4 FOOT SIGNAL AT STATION ROX 1912 IS VISIBLE AT 37 FEET
 AH1479'
 AH1479'A 74 FOOT SIGNAL AT STATION HINDJOSO IS VISIBLE AT 4 FEET
 AH1479'
 AH1479'A 74 FOOT SIGNAL AT STATION LARGA IS VISIBLE AT 20 FEET
 AH1479'
 AH1479'A 74 FOOT SIGNAL AT STATION LOBO 1939 IS VISIBLE AT 4 FEET
 AH1479
 AH1479                          STATION RECOVERY (1949)
 AH1479
 AH1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1479'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 AH1479'WERE RECOVERED IN GOOD CONDITION.  DISTANCES TO REFERENCE
 AH1479'MARKS 1 AND 2 WERE MEASURED AND FOUND TO BE CORRECT
 AH1479'
 AH1479'THE 1949 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE AND COMPLETE.
 AH1479
 AH1479                          STATION RECOVERY (1967)
 AH1479
 AH1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1479'STATION MARK RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE
 AH1479'BY R.L.E. IN 1949 IS COMPLETE AND ADEQUATE.
 AH1479
 AH1479                          STATION RECOVERY (1969)
 AH1479
 AH1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1479'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 AH1479'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 APPEARED TO
 AH1479'BE SLIGHTLY TILTED, PROBABLY BY CONSTRUCTION OF A ROAD TO
 AH1479'THE WINDMILL.  A DIFFERENCE IN THE DISTANCE TO THIS MARK
 AH1479'WAS FOUND AND NOTED.  A COMPLETE DESCRIPTION FOLLOWS--
 AH1479'
 AH1479'THE STATION IS LOCATED ABOUT 30 MILES EAST-SOUTHEAST OF
 AH1479'KINGSVILLE, 4 MILES SOUTH-SOUTHEAST OF THE SOUTH END OF
 AH1479'LAGUNA LARGA, AND 1-1/3 MILES WEST OF THE WEST SHORE OF LAGUNA
 AH1479'MADRE ON THE LAURELES SECTION OF THE KINGS RANCH.
 AH1479'
 AH1479'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70
 AH1479'AND 286 IN THE COMMUNITY OF CHAPMAN RANCH,
 AH1479'GO EAST ON BLACK TOP ROAD FOR 2.05 MILES TO THE WEST GATE
 AH1479'ENTRANCE OF LAURELES SECTION OF KINGS RANCH (OBTAIN INFORMATION
 AH1479'AT GATE FOR PERMISSION TO ENTER RANCH).  PROCEED EASTERLY ON
 AH1479'SURFACED ROAD FOR 6.4 MILES TO FORK, TAKE RIGHT FORK AND
 AH1479'GO SOUTHERLY 11.15 MILES TO FORK, CONTINUE SOUTHWESTERLY
 AH1479'ON MAIN TRAVELED ROAD (RIGHT FORK) FOR 0.25 MILE TO
 AH1479'T-JUNCTION.  TURN LEFT AND GO SOUTHEAST AND SOUTH 2.45 MILES TO
 AH1479'A SIDE ROAD LEADING WESTERLY TO WINDMILL AND STATION ON
 AH1479'THE RIGHT, SOUTHWEST OF ROAD JUNCTION.
 AH1479'
 AH1479'THE STATION MARK IS A STANDARD DISK, STAMPED SORDO 1939, SET
 AH1479'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 AH1479'PROJECTING 8 INCHES.  IT IS 185 FEET WEST OF THE CENTER OF
 AH1479'BLACK TOP ROAD, 50 FEET SOUTH OF THE CENTER OF TRACK ROAD
 AH1479'AND 1 FOOT SOUTHWEST OF METAL WITNESS POST WITH SIGN.
 AH1479'
 AH1479'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED SORDO NO 1
 AH1479'1939, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 AH1479'DIAMETER AND PROJECTING 1 INCH.  IT IS 162 FEET WEST OF THE
 AH1479'CENTER OF BLACK TOP ROAD, 5 FEET NORTH OF CENTER OF TRACK ROAD, 2
 AH1479'FEET SOUTH OF METAL WITNESS POST WITH SIGN AND AT THE EDGE
 AH1479'OF THE NORTH TRACK OF THE ROAD.
 AH1479'
 AH1479'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED SORDO NO 2
 AH1479'1939, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 AH1479'PROJECTS 8 INCHES.  IT IS 236 FEET WEST OF THE CENTER OF THE
 AH1479'BLACK TOP ROAD AND 54 FEET SOUTH OF THE CENTER OF TRACK ROAD.
 AH1479'
 AH1479'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SORDO 1939, SET
 AH1479'IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER
 AH1479'AND PROJECTING 2 INCHES.  IT IS ON THE HIGH POINT OF A LOW
 AH1479'GRASSY HILL, 1 FOOT SOUTHWEST OF METAL WITNESS POST WITH
 AH1479'SIGN.
 AH1479'
 AH1479'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 AH1479'ON SURFACED ROAD FOR 0.2 MILE, THENCE 0.25 MILE EAST ACROSS
 AH1479'GRASS LAND (4-WHEEL DRIVE) TO LOW SAND HILL AND MARK.
 AH1479'
 AH1479'A MEASUREMENT WAS MADE BETWEEN REFERENCE MARK 1 AND REFERENCE
 AH1479'MARK 2.  THE DISTANCE IS 88.56 FEET OR 26.994 METERS.
 AH1479'
 AH1479'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AH1479'
 AH1479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES
 AH1479'ESE OF KINGSVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1476 ***********************************************************************
 AH1476  DESIGNATION -  SORDO WINDMILL
 AH1476  PID         -  AH1476
 AH1476  STATE/COUNTY-  TX/KLEBERG
 AH1476  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1476
 AH1476                         *CURRENT SURVEY CONTROL
 AH1476  ___________________________________________________________________
 AH1476* NAD 83(1993)-  27 25 09.12935(N)    097 23 29.87804(W)     ADJUSTED  
 AH1476* NAVD 88     -                                                        
 AH1476  ___________________________________________________________________
 AH1476  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH1476  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH1476
 AH1476  HORZ ORDER  -  THIRD
 AH1476
 AH1476.The horizontal coordinates were established by classical geodetic methods
 AH1476.and adjusted by the National Geodetic Survey in February 1996..
 AH1476
 AH1476
 AH1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1476
 AH1476.The geoid height was determined by GEOID03.
 AH1476
 AH1476;                    North         East     Units Scale Factor Converg.
 AH1476;SPC TX S     - 5,194,649.196   409,589.966   MT  0.99992132   +0 30 11.5
 AH1476;SPC TX S     -17,042,778.24  1,343,796.41   sFT  0.99992132   +0 30 11.5
 AH1476;UTM  14      - 3,033,894.965   658,990.590   MT  0.99991204   +0 44 26.9
 AH1476
 AH1476                          SUPERSEDED SURVEY CONTROL
 AH1476
 AH1476  NAD 83(1986)-  27 25 09.14321(N)    097 23 29.85408(W) AD(       ) 4
 AH1476  NAD 27      -  27 25 07.99900(N)    097 23 28.88700(W) AD(       ) 3
 AH1476
 AH1476.Superseded values are not recommended for survey control.
 AH1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1476.See file dsdata.txt to determine how the superseded data were derived.
 AH1476
 AH1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5899133895(NAD 83)
 AH1476_MARKER: 66 = WINDMILL
 AH1476
 AH1476  HISTORY     - Date     Condition        Report By
 AH1476  HISTORY     - 1939     FIRST OBSERVED   CGS
 AH1476  HISTORY     - 1949     GOOD             CGS
 AH1476  HISTORY     - 1967     GOOD             CGS
 AH1476
 AH1476                          STATION DESCRIPTION
 AH1476
 AH1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1476'RECOVERED.
 AH1476'
 AH1476'NO PREVIOUS DESCRIPTION.
 AH1476'
 AH1476'THE STATION WAS RECOVERED.  RANCH EMPLOYEES SAY THIS WINDMILL
 AH1476'HAS BEEN STANDING IN ITS PRESENT POSITION FOR MORE THAN 20
 AH1476'YEARS.
 AH1476'
 AH1476'ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 3-1/4
 AH1476'MILES SOUTHEAST OF OJO DE AGUA CAMP, ABOUT 1-1/2 MILES WEST
 AH1476'OF LAGUNA MADRE, A WINDMILL MOUNTED ON A WOODEN TOWER, 50
 AH1476'FT. SE OF CIRCULAR CONCRETE WATER TANK, 30 FT. W. OF A SMALL
 AH1476'POND.
 AH1476'
 AH1476'STATION SORDO, 1939 (SEE DESCRIPTION THEREOF) IS 152 METERS
 AH1476'SOUTHEAST.
 AH1476'
 AH1476'THE NAME SORDO MEANS DEAF.
 AH1476
 AH1476                          STATION RECOVERY (1967)
 AH1476
 AH1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1476'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO THE RANCH
 AH1476'FOREMAN, MR. CHARLES PETTY, THE WINDMILL HAS NOT BEEN MOVED.
 AH1476'THE RECOVERY NOTE BY G.E.M., JR., IN 1949 IS COMPLETE AND
 AH1476'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1188 ***********************************************************************
 AJ1188  DESIGNATION -  SOTO
 AJ1188  PID         -  AJ1188
 AJ1188  STATE/COUNTY-  TX/JIM WELLS
 AJ1188  USGS QUAD   -  SAN DIEGO (1963)
 AJ1188
 AJ1188                         *CURRENT SURVEY CONTROL
 AJ1188  ___________________________________________________________________
 AJ1188* NAD 83(1993)-  27 47 24.39567(N)    098 10 01.08542(W)     ADJUSTED  
 AJ1188* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 AJ1188  ___________________________________________________________________
 AJ1188  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ1188  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AJ1188
 AJ1188  HORZ ORDER  -  FIRST
 AJ1188
 AJ1188.The horizontal coordinates were established by classical geodetic methods
 AJ1188.and adjusted by the National Geodetic Survey in February 1996..
 AJ1188
 AJ1188.The orthometric height was scaled from a topographic map.
 AJ1188
 AJ1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1188
 AJ1188.The geoid height was determined by GEOID03.
 AJ1188
 AJ1188;                    North         East     Units Scale Factor Converg.
 AJ1188;SPC TX S     - 5,235,310.667   332,820.497   MT  0.99998934   +0 09 04.3
 AJ1188;SPC TX S     -17,176,181.75  1,091,928.58   sFT  0.99998934   +0 09 04.3
 AJ1188;UTM  14      - 3,074,230.284   582,065.590   MT  0.99968313   +0 23 18.3
 AJ1188
 AJ1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1188!SPC TX S     -   0.99999109  x   0.99998934  =   0.99998043
 AJ1188!UTM  14      -   0.99999109  x   0.99968313  =   0.99967423
 AJ1188
 AJ1188|---------------------------------------------------------------------|
 AJ1188| PID    Reference Object                     Distance      Geod. Az  |
 AJ1188|                                                           dddmmss.s |
 AJ1188| CV3464 SOTO RM 1                            32.336 METERS 06447     |
 AJ1188| AJ1173 ALICE JIM WELLS CO CTHSE FLAG       APPROX.10.4 KM 1133439.8 |
 AJ1188| AJ1205 ALICE OLD MUNICIPAL TANK            APPROX.10.5 KM 1151527.8 |
 AJ1188| AJ1207 ALICE COTTON SEED OIL CO TANK       APPROX. 9.6 KM 1182327.9 |
 AJ1188| AJ1198 ALICE ST JOSEPHS CATH CH CROSS      APPROX.10.6 KM 1195610.7 |
 AJ1188| CV3462 SOTO AZ MK                                         1271230.9 |
 AJ1188| CV3465 SOTO RM 2                            43.983 METERS 14819     |
 AJ1188| CV3463 SOTO AZ MK 2                                       2112435.7 |
 AJ1188| AJ1191 SAN DIEGO CATH CHURCH CROSS         APPROX. 7.7 KM 2443828.0 |
 AJ1188| AJ1190 SAN DIEGO DUVAL CO CTHSE TANK       APPROX. 7.4 KM 2453800.8 |
 AJ1188| AJ1187 SAN DIEGO COTTON GIN WTR TANK       APPROX. 7.3 KM 2473027.6 |
 AJ1188|---------------------------------------------------------------------|
 AJ1188
 AJ1188                          SUPERSEDED SURVEY CONTROL
 AJ1188
 AJ1188  NAD 83(1986)-  27 47 24.40229(N)    098 10 01.06289(W) AD(       ) 1
 AJ1188  NAD 27      -  27 47 23.31200(N)    098 10 00.04600(W) AD(       ) 1
 AJ1188
 AJ1188.Superseded values are not recommended for survey control.
 AJ1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1188.See file dsdata.txt to determine how the superseded data were derived.
 AJ1188
 AJ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8206674230(NAD 83)
 AJ1188_MARKER: DS = TRIANGULATION STATION DISK
 AJ1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1188
 AJ1188  HISTORY     - Date     Condition        Report By
 AJ1188  HISTORY     - 1934     MONUMENTED       CGS
 AJ1188  HISTORY     - 1953     GOOD             CGS
 AJ1188  HISTORY     - 1962     SEE DESCRIPTION  USGS
 AJ1188
 AJ1188                          STATION DESCRIPTION
 AJ1188
 AJ1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 AJ1188'STATION IS ABOUT 6.5 MILES WNW OF ALICE, ABOUT 5.0 MILES ENE OF
 AJ1188'SAN DIEGO IN FARM LOT OF PROPERTY OF N.R. STROMBERG OF ALICE,
 AJ1188'OCCUPIED BY VINCENT SOTO.  STATION IS IN NW CORNER OF LOT ABOUT
 AJ1188'30 YARDS NW OF RANCH HOUSE, ABOUT 30 YARDS SW OF WINDMILL, 47
 AJ1188'FEET S OF CORRAL FENCE, 7.5 FEET E OF FIELD FENCE.
 AJ1188'
 AJ1188'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 AJ1188'STANDARD BRONZE DISKS SET IN CONCRETE.
 AJ1188'
 AJ1188'REFERENCE MARK NO. 1 IS NE OF STATION, 26 FEET SE OF WINDMILL.
 AJ1188'
 AJ1188'REFERENCE MARK NO. 2 IS SE OF STATION, 71 FEET E OF SW CORNER
 AJ1188'OF FARM LOT.
 AJ1188'
 AJ1188'AZIMUTH MARK IS 0.25 MILE SE OF STATION IN SE CORNER OF FIELD,
 AJ1188'20 FEET N OF CENTER LINE OF DIRT ROAD.  TO REACH FROM
 AJ1188'STATION GO S 0.2 MILE TO ROAD, THENCE LEFT (E) FOR 0.3 MILE
 AJ1188'TO MARK ON LEFT.
 AJ1188'
 AJ1188'TO REACH FROM COURTHOUSE IN SAN DIEGO, GO W ON HIGHWAY 12 FOR
 AJ1188'0.75 MILE TO T-ROAD OPPOSITE AIRPORT, THENCE LEFT (N) FOR 0.55
 AJ1188'MILE TO T-ROAD TO LEFT.  CONTINUE AHEAD (N) THROUGH CATTLE GAP
 AJ1188'FOR 1.2 MILES TO T-ROAD, THENCE RIGHT (E) FOR 3.25 MILES TO
 AJ1188'WOOD GATE ON LEFT, THENCE LEFT (N) FOR 0.2 MILE TO RANCH
 AJ1188'HOUSE AND STATION IN YARD.
 AJ1188'
 AJ1188'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1188
 AJ1188                          STATION RECOVERY (1953)
 AJ1188
 AJ1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1188'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 AJ1188'GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS NOT LOCATED.  A
 AJ1188'NEW AZIMUTH MARK WAS SET BY THIS PARTY.  THE ORIGINAL DESCRIPTION
 AJ1188'FOR THE STATION AND THE REFERENCE MARKS IS CORRECT EXCEPT THE
 AJ1188'WINDMILL MENTIONED HAS BEEN REPLACED BY A CONCRETE WATER STORAGE
 AJ1188'TANK.  DUE TO ROAD CHANGES A NEW TO REACH IS NECESSARY.
 AJ1188'
 AJ1188'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 AJ1188'U.S. HIGHWAY 59 AT THE SOUTH END OF THE OVERPASS IN ALICE--GO WEST
 AJ1188'ON U.S. HIGHWAY 59 FOR 4.7 MILES TO A PAVED ROAD RIGHT AND GO
 AJ1188'NORTH FOR 2.3 MILES TO A T-INTERSECTION.  TURN LEFT AND GO EAST FOR
 AJ1188'0.3 MILE TO A GATE ON THE RIGHT,* TURN RIGHT AND GO NORTH FOR 0.2
 AJ1188'MILE TO BUILDINGS AND THE STATION AS DESCRIBED.  *TO REACH THE
 AJ1188'AZIMUTH MARK FROM HERE, GO WEST 0.2 MILE TO THE MARK ON THE RIGHT,
 AJ1188'NORTH, SIDE OF THE ROAD.
 AJ1188'
 AJ1188'THE AZIMUTH MARK, STAMPED SOTO 1935 RESET 1953, IS A STANDARD DISK
 AJ1188'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 22
 AJ1188'FEET NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD, 2 FEET NORTHEAST
 AJ1188'OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, AND 1 FOOT WEST OF
 AJ1188'A WITNESS POST.
 AJ1188
 AJ1188                          STATION RECOVERY (1962)
 AJ1188
 AJ1188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ1188'REFERENCE MARKS AND THE SURFACE STATION MARK HAVE BEEN TORN UP.  A
 AJ1188'NEW RANCH HOUSE AND NEW FARM BUILDINGS HAVE REPLACED ALMOST ALL OF
 AJ1188'THE OLD ONES.  THE DESCRIPTION OF 1935 DOES NOT FIT IN ANY WAY.  THE
 AJ1188'TRIANGULATION STATION DISK AND ONE OF THE REFENCE MARKS WERE FOUND
 AJ1188'IN UP-ROOTED CONCRETE POSTS.  THE UNDERGROUND MARK WAS NOT LOOKED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0877 ***********************************************************************
 FM0877  DESIGNATION -  SOTO
 FM0877  PID         -  FM0877
 FM0877  STATE/COUNTY-  TX/HARTLEY
 FM0877  USGS QUAD   -  HARTLEY SE (1963)
 FM0877
 FM0877                         *CURRENT SURVEY CONTROL
 FM0877  ___________________________________________________________________
 FM0877* NAD 83(1993)-  35 52 01.11092(N)    102 17 03.30062(W)     ADJUSTED  
 FM0877* NAVD 88     -      1185.     (meters)    3888.     (feet)  VERTCON   
 FM0877  ___________________________________________________________________
 FM0877  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 FM0877  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0877
 FM0877  HORZ ORDER  -  SECOND
 FM0877
 FM0877.The horizontal coordinates were established by classical geodetic methods
 FM0877.and adjusted by the National Geodetic Survey in February 1996..
 FM0877
 FM0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0877
 FM0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0877
 FM0877.The geoid height was determined by GEOID03.
 FM0877
 FM0877;                    North         East     Units Scale Factor Converg.
 FM0877;SPC TX N     - 1,207,399.972   129,175.436   MT  0.99994151   -0 27 16.2
 FM0877;SPC TX N     - 3,961,278.07    423,803.08   sFT  0.99994151   -0 27 16.2
 FM0877;UTM  13      - 3,972,600.514   745,203.497   MT  1.00034093   +1 35 31.1
 FM0877
 FM0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0877!SPC TX N     -   0.99981813  x   0.99994151  =   0.99975965
 FM0877!UTM  13      -   0.99981813  x   1.00034093  =   1.00015900
 FM0877
 FM0877|---------------------------------------------------------------------|
 FM0877| PID    Reference Object                     Distance      Geod. Az  |
 FM0877|                                                           dddmmss.s |
 FM0877| CJ8528 SOTO RM 1                             9.808 METERS 08624     |
 FM0877| FM0132 A 349                                              0944009.0 |
 FM0877| CJ8529 SOTO RM 2                            10.280 METERS 34731     |
 FM0877|---------------------------------------------------------------------|
 FM0877
 FM0877                          SUPERSEDED SURVEY CONTROL
 FM0877
 FM0877  NAD 83(1993)-  35 52 01.11096(N)    102 17 03.30008(W) AD(       ) 2
 FM0877  NAD 83(1986)-  35 52 01.11873(N)    102 17 03.29077(W) AD(       ) 2
 FM0877  NAD 27      -  35 52 00.98600(N)    102 17 01.60800(W) AD(       ) 2
 FM0877  NGVD 29 (07/19/86) 1184.     (m)         3885.     (f) VERT ANG       
 FM0877
 FM0877.Superseded values are not recommended for survey control.
 FM0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0877.See file dsdata.txt to determine how the superseded data were derived.
 FM0877
 FM0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4520372601(NAD 83)
 FM0877_MARKER: DS = TRIANGULATION STATION DISK
 FM0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0877
 FM0877  HISTORY     - Date     Condition        Report By
 FM0877  HISTORY     - 1953     MONUMENTED       CGS
 FM0877
 FM0877                          STATION DESCRIPTION
 FM0877
 FM0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0877'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 87, ABOUT
 FM0877'6 MILES AIRLINE EAST-SOUTHEAST OF HARTLEY, ABOUT 18 MILES
 FM0877'AIRLINE WEST OF DUMAS, AND ABOUT 20 MILES AIRLINE SOUTHEAST OF
 FM0877'DALHART.
 FM0877'
 FM0877'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 FM0877'FARM ROAD 1712 IN HARTLEY GO SOUTHEAST ON U.S. HIGHWAY 87 FOR
 FM0877'0.5 MILE TO A FORK.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 87
 FM0877'FOR 6.4 MILES TO A FENCE CORNER AND THE STATION ON THE LEFT.
 FM0877'
 FM0877'THE STATION MARK IS A STANDARD DISK STAMPED, SOTO 1953 SET IN
 FM0877'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 FM0877'ABOVE THE GROUND.  IT IS 57 FEET NORTH OF THE CENTERLINE OF THE
 FM0877'HIGHWAY, 5 FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET SOUTH OF A
 FM0877'WITNESS POST.
 FM0877'
 FM0877'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, SOTO NO 1
 FM0877'1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FM0877'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A
 FM0877'FENCE LINE AND 18 INCHES LOWER THAN THE STATION.
 FM0877'
 FM0877'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, SOTO NO 2
 FM0877'1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS
 FM0877'FLUSH WITH THE GROUND.  IT IS 1 FOOT WEST OF A FENCE LINE AND
 FM0877'18 INCHES LOWER THAN THE STATION.
 FM0877'
 FM0877'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 FM0877'DISK STAMPED, A 349 1952 SET IN THE TOP OF A 12-INCH CONCRETE
 FM0877'CYLINDER THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 FM0877'NORTH OF A FENCE LINE, 2 FEET WEST OF A WITNESS POST, AND 72 FEET
 FM0877'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 87.  TO REACH THE
 FM0877'AZIMUTH MARK FROM THE STATION GO EAST ON U.S. HIGHWAY 87 FOR
 FM0877'0.3 MILE TO A WITNESS POST AND THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1038 ***********************************************************************
 CD1038  DESIGNATION -  SOTO
 CD1038  PID         -  CD1038
 CD1038  STATE/COUNTY-  TX/HUDSPETH
 CD1038  USGS QUAD   -  SIERRA BLANCA SW (1964)
 CD1038
 CD1038                         *CURRENT SURVEY CONTROL
 CD1038  ___________________________________________________________________
 CD1038* NAD 83(1993)-  31 03 11.88426(N)    105 26 08.72984(W)     ADJUSTED  
 CD1038* NAVD 88     -      1732.9    (meters)    5685.     (feet)  VERTCON   
 CD1038  ___________________________________________________________________
 CD1038  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 CD1038  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CD1038
 CD1038  HORZ ORDER  -  FIRST
 CD1038
 CD1038.The horizontal coordinates were established by classical geodetic methods
 CD1038.and adjusted by the National Geodetic Survey in February 1996..
 CD1038
 CD1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1038
 CD1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1038
 CD1038.The geoid height was determined by GEOID03.
 CD1038
 CD1038;                    North         East     Units Scale Factor Converg.
 CD1038;SPC TX C     - 3,164,881.742   213,196.059   MT  0.99988215   -2 37 41.0
 CD1038;SPC TX C     -10,383,449.52    699,460.74   sFT  0.99988215   -2 37 41.0
 CD1038;UTM  13      - 3,435,590.626   458,422.840   MT  0.99962132   -0 13 29.2
 CD1038
 CD1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1038!SPC TX C     -   0.99973161  x   0.99988215  =   0.99961379
 CD1038!UTM  13      -   0.99973161  x   0.99962132  =   0.99935303
 CD1038
 CD1038|---------------------------------------------------------------------|
 CD1038| PID    Reference Object                     Distance      Geod. Az  |
 CD1038|                                                           dddmmss.s |
 CD1038| CI0526 SOTO RM 1                             7.195 METERS 13913     |
 CD1038| CI0527 SOTO RM 2                             9.924 METERS 18848     |
 CD1038| CD1065 MOUNTAIN PEAK S OF QUITMAN 2        APPROX. 9.7 KM 3190153.9 |
 CD1038| CI0525 SOTO AZ MK                                         3573726.8 |
 CD1038|---------------------------------------------------------------------|
 CD1038
 CD1038                          SUPERSEDED SURVEY CONTROL
 CD1038
 CD1038  NAD 83(1986)-  31 03 11.89322(N)    105 26 08.72586(W) AD(       ) 1
 CD1038  NAD 27      -  31 03 11.41900(N)    105 26 06.88400(W) AD(       ) 1
 CD1038  NGVD 29 (07/19/86) 1732.3    (m)         5683.     (f) VERT ANG       
 CD1038
 CD1038.Superseded values are not recommended for survey control.
 CD1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1038.See file dsdata.txt to determine how the superseded data were derived.
 CD1038
 CD1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5842335591(NAD 83)
 CD1038_MARKER: DS = TRIANGULATION STATION DISK
 CD1038_SETTING: 66 = SET IN ROCK OUTCROP
 CD1038_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CD1038
 CD1038  HISTORY     - Date     Condition        Report By
 CD1038  HISTORY     - 1934     MONUMENTED       CGS
 CD1038  HISTORY     - 1963     GOOD             USGS
 CD1038
 CD1038                          STATION DESCRIPTION
 CD1038
 CD1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1038'TEN MILES SOUTHWEST OF SIERRA BLANCA IN THE QUITMAN MOUNTAINS, WHICH
 CD1038'EXTEND NOTHWEST AND SOUTHEAST, ON THE NORTH END OF A PROMINENT PEAK,
 CD1038'WHICH IS THE HIGHEST FOR SEVERAL MILES AROUND AND HAS A SMOOTH TOP
 CD1038'WITH LEDGE ROCK ON ALL SIDES.  THERE IS A HUGE CANYON TO THE EAST AND
 CD1038'ANOTHER TO THE NORTH, THROUGH WHICH THE ROAD PASSES.
 CD1038'
 CD1038'TO REACH FROM SIERRS BLANCA POST OFFICE GO EAST ON US HIGHWAY 80 FOR
 CD1038'0.4 MILE TO THE QUITMAN CANYON ROAD, TAKE THIS  ROAD SOUTH FOR 4.6 MIL
 CD1038'FORK, TAKE FIGHT FORK (WEST) AND KEEP ON MAIN RIAD 4.4 MILES TO AN EAR
 CD1038'WITH WATER ON THE NORTH SIDE OF THE ROAD.  LEAVE THIS ROAD AT THE TANK
 CD1038'TURN BACK (SOUTHEAST) ACROSS COUNTRY 0.3 MILE TO AN OLD ROAD RUNNING S
 CD1038'FOLLOW THIS ROAD 1.4 MILES, LEAVE IT AFTER PASSING OVER 50 YARDS OF HI
 CD1038'AND DRIVE SOUTH AND SOUTHWEST ACROSS COUNTRY THROUGH A FLAT BRUSHY DRA
 CD1038'HILLS 0.6 MILE.  THIS IS ABOUT AS FAR AS A TRUCK CAN BE DRIVEN.  FROM
 CD1038'STATION LIES ON A HIGH PEAK TO THE SOUTWEST.  PACK UP TO NESR SADDLE,
 CD1038'RIDGE TO THE STATION.  ABOUT A TWO-HOUR PACK.
 CD1038'
 CD1038'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING B
 CD1038'AZIMUTH MARK IS STANDARD BRONZE DISDK SET IN CONCRETE.
 CD1038'
 CD1038'AZIMUTH MARK IS ABOUT 2-1/2 MILES NORTH OF THE STATION, 50 YARDS SOUTH
 CD1038'MAIN ROAD LEADING TO THE STATION, AT A POINT OPPOSITE AN EARTH TANK WI
 CD1038'JUST NORTH OF THE ROAD.
 CD1038'
 CD1038'A 4-FOOT STAND WAS ERECTED.
 CD1038
 CD1038                          STATION RECOVERY (1963)
 CD1038
 CD1038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (WCN)
 CD1038'STATION MARK--STANDARD NGS DISK SET IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2093 ***********************************************************************
 BL2093  DESIGNATION -  SOUR
 BL2093  PID         -  BL2093
 BL2093  STATE/COUNTY-  TX/HARDIN
 BL2093  USGS QUAD   -  CHINA (1985)
 BL2093
 BL2093                         *CURRENT SURVEY CONTROL
 BL2093  ___________________________________________________________________
 BL2093* NAD 83(1993)-  30 06 56.39599(N)    094 21 08.69422(W)     ADJUSTED  
 BL2093* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 BL2093  ___________________________________________________________________
 BL2093  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL2093  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL2093
 BL2093  HORZ ORDER  -  FIRST
 BL2093
 BL2093.The horizontal coordinates were established by classical geodetic methods
 BL2093.and adjusted by the National Geodetic Survey in February 1996..
 BL2093
 BL2093.The orthometric height was scaled from a topographic map.
 BL2093
 BL2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2093
 BL2093.The geoid height was determined by GEOID03.
 BL2093
 BL2093;                    North         East     Units Scale Factor Converg.
 BL2093;SPC TX C     - 3,065,266.902 1,276,128.658   MT  1.00000027   +3 04 49.9
 BL2093;SPC TX C     -10,056,629.83  4,186,765.44   sFT  1.00000027   +3 04 49.9
 BL2093;SPC TXSC     - 4,261,848.473 1,047,769.601   MT  0.99995587   +2 16 36.9
 BL2093;SPC TXSC     -13,982,414.53  3,437,557.43   sFT  0.99995587   +2 16 36.9
 BL2093;UTM  15      - 3,332,373.778   369,708.174   MT  0.99980944   -0 40 43.2
 BL2093
 BL2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2093!SPC TX C     -   1.00000275  x   1.00000027  =   1.00000302
 BL2093!SPC TXSC     -   1.00000275  x   0.99995587  =   0.99995862
 BL2093!UTM  15      -   1.00000275  x   0.99980944  =   0.99981219
 BL2093
 BL2093|---------------------------------------------------------------------|
 BL2093| PID    Reference Object                     Distance      Geod. Az  |
 BL2093|                                                           dddmmss.s |
 BL2093| CV8385 SOUR RM 1                                          16844     |
 BL2093| BL0195 CHINA RESET                         APPROX. 7.7 KM 1772047.0 |
 BL2093| CV8386 SOUR RM 2                                          29341     |
 BL2093|---------------------------------------------------------------------|
 BL2093
 BL2093                          SUPERSEDED SURVEY CONTROL
 BL2093
 BL2093  NAD 83(1993)-  30 06 56.39892(N)    094 21 08.69452(W) AD(       ) 1
 BL2093  NAD 83(1986)-  30 06 56.41546(N)    094 21 08.67807(W) AD(       ) 1
 BL2093  NAD 27      -  30 06 55.65100(N)    094 21 07.99700(W) AD(       ) 1
 BL2093
 BL2093.Superseded values are not recommended for survey control.
 BL2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2093.See file dsdata.txt to determine how the superseded data were derived.
 BL2093
 BL2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6970832374(NAD 83)
 BL2093_MARKER: DS = TRIANGULATION STATION DISK
 BL2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2093+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 BL2093
 BL2093  HISTORY     - Date     Condition        Report By
 BL2093  HISTORY     - 1931     MONUMENTED       CGS
 BL2093  HISTORY     - 1951     SEE DESCRIPTION  CGS
 BL2093  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 BL2093  HISTORY     - 20050129 GOOD             USPSQD
 BL2093
 BL2093                          STATION DESCRIPTION
 BL2093
 BL2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2093'ABOUT 4-1/2 MILES, AIR LINE, N OF CHINA, 4.2 MILES BY ROAD,
 BL2093'SE OF SOUR LAKE, ON THE BEAUMONT-SOUR LAKE ROAD, AND IMMEDIATELY
 BL2093'N OF THE SOUR LAKE AND WESTERN RAILROAD, IN THE SE CORNER
 BL2093'OF THE HENRY STEVENSON SURVEY, ON LAND BELONGING TO THE
 BL2093'KIRBY LUMBER COMPANY.
 BL2093'
 BL2093'STATION IS ON A SMALL MOUND OF DIRT 26.4 METERS (87 FEET)
 BL2093'N OF ROAD, AND 62.2 METERS (204 FEET) NW OF N RAIL OF THE
 BL2093'RAILROAD.
 BL2093'
 BL2093'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2093'DISKS SET IN CONCRETE.
 BL2093'
 BL2093'REFERENCE MARK NO. 1 IS IN THE RIGHT-OF-WAY FENCE LINE,
 BL2093'ABOUT 12 METERS (39 FEET) NE OF ROAD, AND 47.00 METERS (154.2
 BL2093'FEET) FROM STATION S 11 DEG 16 MIN E.
 BL2093'
 BL2093'REFERENCE MARK NO. 2 IS 8 METERS (26 FEET) SW OF ROAD, ABOUT
 BL2093'30 METERS (98 FEET) BEYOND SECOND POWER POLE TO W, AND APPROXIMATELY
 BL2093'180 METERS (591 FEET) FROM STATION N 66 DEG 20 MIN W.
 BL2093
 BL2093                          STATION RECOVERY (1951)
 BL2093
 BL2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2093'A THOROUGH SEARCH WAS MADE BUT THE STATION WAS NOT RECOVERED.
 BL2093'IT HAS EVIDENTLY BEEN REMOVED IN AN EXCAVATION.  REFERENCE
 BL2093'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 BL2093'TO BE IN GOOD CONDITION AND WERE DESTROYED.
 BL2093'
 BL2093'A NEW STATION SOUR 2 WAS ESTABLISHED.  (SEE DESCRIPTION THEREOF.)
 BL2093
 BL2093                          STATION RECOVERY (1995)
 BL2093
 BL2093'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2093'MARK NOT FOUND.
 BL2093
 BL2093                          STATION RECOVERY (2005)
 BL2093
 BL2093'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2097 ***********************************************************************
 BL2097  DESIGNATION -  SOUR LAKE MUNICIPAL TANK
 BL2097  PID         -  BL2097
 BL2097  STATE/COUNTY-  TX/HARDIN
 BL2097  USGS QUAD   -  SOUR LAKE (1984)
 BL2097
 BL2097                         *CURRENT SURVEY CONTROL
 BL2097  ___________________________________________________________________
 BL2097* NAD 83(1993)-  30 08 21.93778(N)    094 24 50.97669(W)     ADJUSTED  
 BL2097* NAVD 88     -                                                        
 BL2097  ___________________________________________________________________
 BL2097  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BL2097  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2097
 BL2097  HORZ ORDER  -  THIRD
 BL2097
 BL2097.The horizontal coordinates were established by classical geodetic methods
 BL2097.and adjusted by the National Geodetic Survey in February 1996..
 BL2097
 BL2097
 BL2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2097
 BL2097.The geoid height was determined by GEOID03.
 BL2097
 BL2097;                    North         East     Units Scale Factor Converg.
 BL2097;SPC TX C     - 3,067,579.115 1,270,046.436   MT  0.99999400   +3 02 55.4
 BL2097;SPC TX C     -10,064,215.81  4,166,810.68   sFT  0.99999400   +3 02 55.4
 BL2097;SPC TXSC     - 4,264,245.590 1,041,720.606   MT  0.99996160   +2 14 48.0
 BL2097;SPC TXSC     -13,990,279.07  3,417,711.69   sFT  0.99996160   +2 14 48.0
 BL2097;UTM  15      - 3,335,079.288   363,791.680   MT  0.99982889   -0 42 36.6
 BL2097
 BL2097                          SUPERSEDED SURVEY CONTROL
 BL2097
 BL2097  NAD 83(1993)-  30 08 21.94628(N)    094 24 50.97322(W) AD(       ) 4
 BL2097  NAD 83(1986)-  30 08 21.95656(N)    094 24 50.96184(W) AD(       ) 4
 BL2097  NAD 27      -  30 08 21.19000(N)    094 24 50.27900(W) AD(       ) 3
 BL2097
 BL2097.Superseded values are not recommended for survey control.
 BL2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2097.See file dsdata.txt to determine how the superseded data were derived.
 BL2097
 BL2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6379235079(NAD 83)
 BL2097_MARKER: 53 = ELEVATED TANK
 BL2097
 BL2097  HISTORY     - Date     Condition        Report By
 BL2097  HISTORY     - 1951     FIRST OBSERVED   CGS
 BL2097  HISTORY     - 1984     GOOD             USPSQD
 BL2097  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 BL2097  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL2097
 BL2097                          STATION DESCRIPTION
 BL2097
 BL2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2097'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF SOURLAKE,
 BL2097'90 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET AND 60 FEET
 BL2097'EAST OF THE CENTER OF A NORTH-SOUTH ALLEY.
 BL2097'
 BL2097'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 BL2097'THE OVERALL HEIGHT IS 125 FEET.  THE POINT OBSERVED UPON WAS
 BL2097'THE BALL AT THE APEX OF THE TANK.
 BL2097
 BL2097                          STATION RECOVERY (1984)
 BL2097
 BL2097'RECOVERY NOTE BY US POWER SQUADRON 1984 (JDS)
 BL2097'STATION RECOVERED GOOD.
 BL2097
 BL2097                          STATION RECOVERY (1995)
 BL2097
 BL2097'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2097'MARK NOT FOUND.
 BL2097
 BL2097                          STATION RECOVERY (2005)
 BL2097
 BL2097'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL2097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2095 ***********************************************************************
 BL2095  DESIGNATION -  SOUR LAKE SUN PLINE CO RAD MST
 BL2095  PID         -  BL2095
 BL2095  STATE/COUNTY-  TX/HARDIN
 BL2095  USGS QUAD   -  SOUR LAKE (1984)
 BL2095
 BL2095                         *CURRENT SURVEY CONTROL
 BL2095  ___________________________________________________________________
 BL2095* NAD 83(1993)-  30 08 30.78550(N)    094 24 00.33374(W)     ADJUSTED  
 BL2095* NAVD 88     -                                                        
 BL2095  ___________________________________________________________________
 BL2095  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BL2095  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2095
 BL2095  HORZ ORDER  -  THIRD
 BL2095
 BL2095.The horizontal coordinates were established by classical geodetic methods
 BL2095.and adjusted by the National Geodetic Survey in February 1996..
 BL2095
 BL2095
 BL2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2095
 BL2095.The geoid height was determined by GEOID03.
 BL2095
 BL2095;                    North         East     Units Scale Factor Converg.
 BL2095;SPC TX C     - 3,067,923.347 1,271,385.399   MT  0.99999336   +3 03 21.5
 BL2095;SPC TX C     -10,065,345.18  4,171,203.60   sFT  0.99999336   +3 03 21.5
 BL2095;SPC TXSC     - 4,264,571.030 1,043,064.214   MT  0.99996220   +2 15 12.8
 BL2095;SPC TXSC     -13,991,346.79  3,422,119.84   sFT  0.99996220   +2 15 12.8
 BL2095;UTM  15      - 3,335,334.955   365,150.103   MT  0.99982435   -0 42 11.4
 BL2095
 BL2095                          SUPERSEDED SURVEY CONTROL
 BL2095
 BL2095  NAD 83(1993)-  30 08 30.79352(N)    094 24 00.33017(W) AD(       ) 4
 BL2095  NAD 83(1986)-  30 08 30.80428(N)    094 24 00.31848(W) AD(       ) 4
 BL2095  NAD 27      -  30 08 30.03900(N)    094 23 59.63800(W) AD(       ) 3
 BL2095
 BL2095.Superseded values are not recommended for survey control.
 BL2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2095.See file dsdata.txt to determine how the superseded data were derived.
 BL2095
 BL2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6515035335(NAD 83)
 BL2095_MARKER: 42 = RADIO/TV MAST
 BL2095
 BL2095  HISTORY     - Date     Condition        Report By
 BL2095  HISTORY     - 1951     FIRST OBSERVED   CGS
 BL2095  HISTORY     - 1984     GOOD             USPSQD
 BL2095  HISTORY     - 19960101 SEE DESCRIPTION  TXDOT
 BL2095  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL2095
 BL2095                          STATION DESCRIPTION
 BL2095
 BL2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BL2095'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE TOWN OF
 BL2095'SOURLAKE AND 0.1 MILE NORTH OF STATE HIGHWAY 105.
 BL2095'
 BL2095'IT IS A 4 LEGGED STEEL STRUCTURE WITH A SMALL ANTENNA AND A RED
 BL2095'LIGHT ON TOP.  THE OVERALL HEIGHT IS 140 FEET.  THE POINT
 BL2095'OBSERVED UPON WAS THE RED LIGHT ON TOP.
 BL2095
 BL2095                          STATION RECOVERY (1984)
 BL2095
 BL2095'RECOVERY NOTE BY US POWER SQUADRON 1984 (JDS)
 BL2095'STATION RECOVERED GOOD.
 BL2095
 BL2095                          STATION RECOVERY (1996)
 BL2095
 BL2095'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1996 (JAT)
 BL2095'MAST HAS BEEN REMOVED - NEW MAST LOCATED AT APPROXIMATE COORDINATES 30
 BL2095'08 25.5 S, 94 23 38.0 W.  NEW TOWER IS TRIANGULAR SECTION 295 GUYED
 BL2095'MICROWAVE TOWER.  SUN PIPELINE COMPANY CONTACT DAVE RHODES.
 BL2095
 BL2095                          STATION RECOVERY (2005)
 BL2095
 BL2095'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL2095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2114 ***********************************************************************
 BL2114  DESIGNATION -  SOUR LAKE TRANSCON PLINE MAST
 BL2114  PID         -  BL2114
 BL2114  STATE/COUNTY-  TX/HARDIN
 BL2114  USGS QUAD   -  THORSON GULLY (1984)
 BL2114
 BL2114                         *CURRENT SURVEY CONTROL
 BL2114  ___________________________________________________________________
 BL2114* NAD 83(1993)-  30 10 36.86107(N)    094 30 16.45608(W)     ADJUSTED  
 BL2114* NAVD 88     -                                                        
 BL2114  ___________________________________________________________________
 BL2114  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BL2114  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL2114
 BL2114  HORZ ORDER  -  THIRD
 BL2114
 BL2114.The horizontal coordinates were established by classical geodetic methods
 BL2114.and adjusted by the National Geodetic Survey in February 1996..
 BL2114
 BL2114
 BL2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2114
 BL2114.The geoid height was determined by GEOID03.
 BL2114
 BL2114;                    North         East     Units Scale Factor Converg.
 BL2114;SPC TX C     - 3,071,268.304 1,261,129.841   MT  0.99998447   +3 00 07.8
 BL2114;SPC TX C     -10,076,319.43  4,137,556.82   sFT  0.99998447   +3 00 07.8
 BL2114;SPC TXSC     - 4,268,058.970 1,032,856.654   MT  0.99997099   +2 12 08.5
 BL2114;SPC TXSC     -14,002,790.14  3,388,630.54   sFT  0.99997099   +2 12 08.5
 BL2114;UTM  15      - 3,339,344.451   355,137.370   MT  0.99985890   -0 45 23.2
 BL2114
 BL2114                          SUPERSEDED SURVEY CONTROL
 BL2114
 BL2114  NAD 83(1993)-  30 10 36.87347(N)    094 30 16.45150(W) AD(       ) 4
 BL2114  NAD 83(1986)-  30 10 36.87870(N)    094 30 16.44071(W) AD(       ) 4
 BL2114  NAD 27      -  30 10 36.11900(N)    094 30 15.74600(W) AD(       ) 3
 BL2114
 BL2114.Superseded values are not recommended for survey control.
 BL2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2114.See file dsdata.txt to determine how the superseded data were derived.
 BL2114
 BL2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP5513739344(NAD 83)
 BL2114_MARKER: 42 = RADIO/TV MAST
 BL2114
 BL2114  HISTORY     - Date     Condition        Report By
 BL2114  HISTORY     - 1951     FIRST OBSERVED   CGS
 BL2114  HISTORY     - 1964     GOOD             CGS
 BL2114  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL2114
 BL2114                          STATION DESCRIPTION
 BL2114
 BL2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2114'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF SOURLAKE AND
 BL2114'75 FEET SOUTH FROM THE CENTER OF A DRIVEWAY.
 BL2114'
 BL2114'IT IS A STEEL STRUCTURE AND HAS TWO 6-FOOT DISKS AND A RED LIGHT
 BL2114'AT THE TOP.  THE OVERALL HEIGHT IS 280 FEET.  THE RED LIGHT AT
 BL2114'THE TOP WAS OBSERVED.
 BL2114'
 BL2114'TO REACH THE STATION FROM THE POST OFFICE IN SOURLAKE, GO
 BL2114'WEST ON A PAVED STREET FOR 0.2 MILE TO A T-ROAD INTERSECTION.
 BL2114'TURN RIGHT AND GO NORTH AND WEST FOR 1.0 MILE TO THE TEXAS CO.
 BL2114'OFFICE AND WAREHOUSE ON THE RIGHT, CONTINUE NORTH AND WEST FOR
 BL2114'4.6 MILES TO A T-ROAD LEFT.  CONTINUE NORTHWEST FOR 1.2 MILES
 BL2114'TO THE TRANSCONTINENTAL GAS PIPE LINE CORPORATION ENTRANCE ON
 BL2114'THE LEFT, TURN LEFT AND GO WEST FOR 0.1 MILE TO THE STATION ON
 BL2114'THE LEFT AS DESCRIBED.
 BL2114
 BL2114                          STATION RECOVERY (1964)
 BL2114
 BL2114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 BL2114'THE STATION WAS RECOVERED AS DESCRIBED.  INQUIRY WITH THE
 BL2114'CORPORATION VERIFIED THE EXISTANCE OF THE RADIO MAST.
 BL2114
 BL2114                          STATION RECOVERY (2005)
 BL2114
 BL2114'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL2114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3097 ***********************************************************************
 CS3097  DESIGNATION -  SOUTH
 CS3097  PID         -  CS3097
 CS3097  STATE/COUNTY-  TX/JOHNSON
 CS3097  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3097
 CS3097                         *CURRENT SURVEY CONTROL
 CS3097  ___________________________________________________________________
 CS3097* NAD 83(1993)-  32 19 51.22277(N)    097 22 54.75501(W)     ADJUSTED  
 CS3097* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 CS3097  ___________________________________________________________________
 CS3097  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CS3097  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CS3097
 CS3097  HORZ ORDER  -  THIRD
 CS3097
 CS3097.The horizontal coordinates were established by classical geodetic methods
 CS3097.and adjusted by the National Geodetic Survey in February 1996..
 CS3097
 CS3097.The orthometric height was scaled from a topographic map.
 CS3097
 CS3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3097
 CS3097.The geoid height was determined by GEOID03.
 CS3097
 CS3097;                    North         East     Units Scale Factor Converg.
 CS3097;SPC TXNC     - 2,074,217.724   705,266.677   MT  0.99995114   +0 36 35.3
 CS3097;SPC TXNC     - 6,805,162.65  2,313,862.42   sFT  0.99995114   +0 36 35.3
 CS3097;SPC TX C     - 3,299,060.126   977,895.530   MT  1.00015095   +1 31 12.6
 CS3097;SPC TX C     -10,823,666.43  3,208,312.25   sFT  1.00015095   +1 31 12.6
 CS3097;UTM  14      - 3,578,264.217   652,297.705   MT  0.99988603   +0 51 56.0
 CS3097
 CS3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3097!SPC TXNC     -   0.99996869  x   0.99995114  =   0.99991983
 CS3097!SPC TX C     -   0.99996869  x   1.00015095  =   1.00011963
 CS3097!UTM  14      -   0.99996869  x   0.99988603  =   0.99985472
 CS3097
 CS3097:                Primary Azimuth Mark                     Grid Az
 CS3097:SPC TXNC     -  CLEBURNE SANTA FE RR RDHSE SK            001 17 59.0
 CS3097:SPC TX C     -  CLEBURNE SANTA FE RR RDHSE SK            000 23 21.7
 CS3097:UTM  14      -  CLEBURNE SANTA FE RR RDHSE SK            001 02 38.3
 CS3097
 CS3097|---------------------------------------------------------------------|
 CS3097| PID    Reference Object                     Distance      Geod. Az  |
 CS3097|                                                           dddmmss.s |
 CS3097| CS3100 CLEBURNE SANTA FE RR RDHSE SK       APPROX. 2.8 KM 0015434.3 |
 CS3097| CY2332 SOUTH RM 1                           28.403 METERS 05328     |
 CS3097| CS3104 CLEBURNE MUNICIPAL STANDPIPE        APPROX. 2.7 KM 3303525.0 |
 CS3097| CY2333 SOUTH RM 2                           26.750 METERS 33754     |
 CS3097| CX9045 413                                                3454409.8 |
 CS3097| CS3111 CLEBURNE RADIO STA KCLE TOWER       APPROX. 6.1 KM 3470442.7 |
 CS3097| CS3098 CLEBURNE JOHNSON CO CTHSE TWR       APPROX. 1.9 KM 3471151.1 |
 CS3097| CS3099 CLEBURNE MUNICIPAL TANK             APPROX. 4.3 KM 3501927.3 |
 CS3097|---------------------------------------------------------------------|
 CS3097
 CS3097                          SUPERSEDED SURVEY CONTROL
 CS3097
 CS3097  NAD 83(1986)-  32 19 51.22791(N)    097 22 54.73478(W) AD(       ) 3
 CS3097  NAD 27      -  32 19 50.70600(N)    097 22 53.67500(W) AD(       ) 3
 CS3097
 CS3097.Superseded values are not recommended for survey control.
 CS3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3097.See file dsdata.txt to determine how the superseded data were derived.
 CS3097
 CS3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5229878264(NAD 83)
 CS3097_MARKER: DS = TRIANGULATION STATION DISK
 CS3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3097
 CS3097  HISTORY     - Date     Condition        Report By
 CS3097  HISTORY     - 1948     MONUMENTED       CGS
 CS3097  HISTORY     - 1953     MARK NOT FOUND   CGS
 CS3097  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 CS3097  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3097
 CS3097                          STATION DESCRIPTION
 CS3097
 CS3097'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3097'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTH OF THE CENTER
 CS3097'OF CLEBURNE ON LEFT SIDE OF STATE HIGHWAY 171 JUST NORTH OF
 CS3097'A BILLBOARD.  IT IS 63 FEET EAST OF THE APPROXIMATE CENTERLINE
 CS3097'OF STATE HIGHWAY 171 AND 17.5 FEET EAST OF A FENCELINE AND
 CS3097'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 1 INCH AND THE
 CS3097'DISK IS STAMPED SOUTH 1948.
 CS3097'
 CS3097'REFERENCE MARK NO. 1 IS 93.19 FEET NORTHEAST OF THE STATION
 CS3097'AND 0.5 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT
 CS3097'6 INCHES AND THE DISK IS STAMPED SOUTH NO 1 1948.
 CS3097'
 CS3097'REFERENCE MARK NO. 2 IS 87.76 FEET NORTH-NORTHWEST OF THE
 CS3097'STATION, 50 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE
 CS3097'HIGHWAY 171, 41 FEET NORTH OF FENCE CORNER POST AND IN A
 CS3097'NORTH-SOUTH FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 CS3097'THE DISK IS STAMPED SOUTH NO 2 1948.
 CS3097'
 CS3097'THE AZIMUTH MARK IS ABOUT 0.55 MILE NORTH OF THE STATION, 73
 CS3097'FEET NORTH OF A TEXACO SIGN NORTH OF A TEXACO STATION, 23 FEET
 CS3097'EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 171 AND
 CS3097'ABOUT 5 FEET WEST OF THE SIDEWALK.  THE MARK IS 413 (USC AND
 CS3097'GS AND SS) WHICH IS A BRONZE DISK SET IN A 6 BY 6 INCH CONCRETE
 CS3097'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 CS3097'STAMPED 413.
 CS3097'
 CS3097'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT
 CS3097'HOUSE SQUARE IN CLEBURNE GO SOUTH ON STATE HIGHWAY 171 FOR
 CS3097'0.65 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE SOUTH
 CS3097'FOR 0.55 MILE TO STATION ON LEFT AS DESCRIBED.
 CS3097'
 CS3097'A 47 FOOT SIGNAL AT COOKE IS VISIBLE AT 50 FEET.
 CS3097'
 CS3097'A 74 FOOT SIGNAL AT BUFFALO IS VISIBLE AT 50 FEET.
 CS3097'
 CS3097'A 87 FOOT SIGNAL AT LOCKETT IS VISIBLE AT 50 FEET.
 CS3097'
 CS3097'A 74 FOOT SIGNAL AT CLEBURNE 1946 IS VISIBLE AT 37 FEET.
 CS3097'
 CS3097'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CS3097
 CS3097                          STATION RECOVERY (1953)
 CS3097
 CS3097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3097'STATION IS LOST.  THE TOP OF THE HILL HAS BEEN LOWERED AND A NEW
 CS3097'HOUSE HAS BEEN BUILT AT THE STATION SITE.  THE AZIMUTH MARK
 CS3097'AND REFERENCE NO. 1 HAVE BEEN DESTROYED.  THE REFERENCE MARK
 CS3097'NO. 2 IS STILL IN PLACE IN THE FENCE LINE AT THE NORTH SIDE
 CS3097'OF THE YARD.
 CS3097
 CS3097                          STATION RECOVERY (1994)
 CS3097
 CS3097'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3097'MARK NOT FOUND.
 CS3097
 CS3097                          STATION RECOVERY (1999)
 CS3097
 CS3097'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1251 ***********************************************************************
 DN1251  DESIGNATION -  SOUTH
 DN1251  PID         -  DN1251
 DN1251  STATE/COUNTY-  TX/GRAYSON
 DN1251  USGS QUAD   -  ETHEL (1975)
 DN1251
 DN1251                         *CURRENT SURVEY CONTROL
 DN1251  ___________________________________________________________________
 DN1251* NAD 83(1993)-  33 36 21.03888(N)    096 46 39.12277(W)     ADJUSTED  
 DN1251* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 DN1251  ___________________________________________________________________
 DN1251  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DN1251  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DN1251
 DN1251  HORZ ORDER  -  FIRST
 DN1251
 DN1251.The horizontal coordinates were established by classical geodetic methods
 DN1251.and adjusted by the National Geodetic Survey in February 1996..
 DN1251
 DN1251.The orthometric height was scaled from a topographic map.
 DN1251
 DN1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1251
 DN1251.The geoid height was determined by GEOID03.
 DN1251
 DN1251;                    North         East     Units Scale Factor Converg.
 DN1251;SPC TXNC     - 2,216,349.794   759,840.783   MT  0.99991928   +0 56 21.9
 DN1251;SPC TXNC     - 7,271,474.28  2,492,910.97   sFT  0.99991928   +0 56 21.9
 DN1251;UTM  14      - 3,720,668.313   706,203.180   MT  1.00012422   +1 13 49.9
 DN1251
 DN1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1251!SPC TXNC     -   0.99996697  x   0.99991928  =   0.99988625
 DN1251!UTM  14      -   0.99996697  x   1.00012422  =   1.00009119
 DN1251
 DN1251:                Primary Azimuth Mark                     Grid Az
 DN1251:SPC TXNC     -  LINE MATERIAL CO WATER TANK              068 32 15.8
 DN1251:UTM  14      -  LINE MATERIAL CO WATER TANK              068 14 47.8
 DN1251
 DN1251|---------------------------------------------------------------------|
 DN1251| PID    Reference Object                     Distance      Geod. Az  |
 DN1251|                                                           dddmmss.s |
 DN1251| DN1246 LINE MATERIAL CO WATER TANK         APPROX. 6.3 KM 0692837.7 |
 DN1251| DN1140 GUNTER MUNICIPAL TANK               APPROX.17.6 KM 1704924.2 |
 DN1251| CY2335 SOUTH RM 1                           27.142 METERS 19438     |
 DN1251| DN1254 COLLINSVILLE MUNICIPAL TANK         APPROX.13.3 KM 2475908.7 |
 DN1251| CY2336 SOUTH RM 2                            6.477 METERS 28211     |
 DN1251| DN1263 WHITESBORO MUNICIPAL STANDPIPE      APPROX.13.3 KM 2943211.5 |
 DN1251| CY2334 SOUTH AZ MK                                        3524820.1 |
 DN1251|---------------------------------------------------------------------|
 DN1251
 DN1251                          SUPERSEDED SURVEY CONTROL
 DN1251
 DN1251  NAD 83(1993)-  33 36 21.04023(N)    096 46 39.12019(W) AD(       ) 1
 DN1251  NAD 83(1986)-  33 36 21.04448(N)    096 46 39.11311(W) AD(       ) 1
 DN1251  NAD 27      -  33 36 20.65390(N)    096 46 38.11750(W) AD(       ) 1
 DN1251
 DN1251.Superseded values are not recommended for survey control.
 DN1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1251.See file dsdata.txt to determine how the superseded data were derived.
 DN1251
 DN1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0620320668(NAD 83)
 DN1251_MARKER: DS = TRIANGULATION STATION DISK
 DN1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1251
 DN1251  HISTORY     - Date     Condition        Report By
 DN1251  HISTORY     - 1955     MONUMENTED       CGS
 DN1251  HISTORY     - 1957     GOOD             CGS
 DN1251  HISTORY     - 1957     GOOD             CGS
 DN1251  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1251
 DN1251                          STATION DESCRIPTION
 DN1251
 DN1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1251'THE STATION IS ABOUT 10 MILES WEST OF SHERMAN, ABOUT 8 MILES
 DN1251'EAST-SOUTHEAST OF WHITESBORO, AND ABOUT 1.5 MILES SOUTH OF
 DN1251'SOUTHMAYD ON THE PROPERTY OF MR. FRED TRESAR.  IT IS 35 FEET
 DN1251'SOUTH OF THE CENTER OF A DIRT ROAD, 26.5 FEET SOUTHEAST OF
 DN1251'A FENCE CORNER POST, 20 FEET EAST OF A FENCE, AND IS 12 INCHES
 DN1251'BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED SOUTH
 DN1251'1955.
 DN1251'
 DN1251'R.M. NO. 1 IS 104 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT
 DN1251'EAST OF A FENCE.  IT IS SET FLUSH AND THE DISK IS STAMPED
 DN1251'SOUTH NO 1 1955.
 DN1251'
 DN1251'R.M. NO. 2 IS 13.5 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT
 DN1251'WEST OF A FENCE.  IT IS SET FLUSH AND THE DISK IS STAMPED
 DN1251'SOUTH NO 2 1955.
 DN1251'
 DN1251'THE AZIMUTH MARK IS ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 DN1251'82, 44 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.5 FEET EAST
 DN1251'OF A WITNESS POST, AND 1 FOOT NORTH OF A FENCE.  IT PROJECTS
 DN1251'4 INCHES AND THE DISK IS STAMPED SOUTH 1955.
 DN1251'
 DN1251'TO REACH THE STATION FROM THE CROSSROAD JUST WEST OF THE
 DN1251'POST OFFICE IN SOUTHMAYD, GO SOUTH FOR 0.25 MILE TO THE
 DN1251'JUNCTION WITH U.S. HIGHWAY 82, (AZIMUTH MARK IS 0.6 MILE
 DN1251'WEST AS DESCRIBED), CROSS U.S. HIGHWAY 82 AND CONTINUE SOUTH
 DN1251'ON A WINDING DIRT ROAD FOR 1.4 MILES TO A CROSSROAD, TURN
 DN1251'RIGHT AND GO WEST FOR 0.2 MILE TO A FENCE CORNER ON THE LEFT
 DN1251'AND THE STATION AS DESCRIBED.
 DN1251
 DN1251                          STATION RECOVERY (1957)
 DN1251
 DN1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1251'THE STATION, REFERENCE MARKS AND AZIMUTH WERE RECOVERED AS
 DN1251'DESCRIBED AND FOUND IN GOOD CONDITION.
 DN1251'
 DN1251'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 DN1251
 DN1251                          STATION RECOVERY (1957)
 DN1251
 DN1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1251'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1251'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1251'TO STATION SITE ARE CORRECT.
 DN1251
 DN1251                          STATION RECOVERY (1995)
 DN1251
 DN1251'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0843 ***********************************************************************
 EN0843  DESIGNATION -  SOUTH
 EN0843  PID         -  EN0843
 EN0843  STATE/COUNTY-  TX/SWISHER
 EN0843  USGS QUAD   -  CLAYTONVILLE (1969)
 EN0843
 EN0843                         *CURRENT SURVEY CONTROL
 EN0843  ___________________________________________________________________
 EN0843* NAD 83(1993)-  34 24 38.40457(N)    101 30 52.58800(W)     ADJUSTED  
 EN0843* NAVD 88     -      1026.3    (meters)    3367.     (feet)  VERTCON   
 EN0843  ___________________________________________________________________
 EN0843  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 EN0843  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EN0843
 EN0843  HORZ ORDER  -  FIRST
 EN0843
 EN0843.The horizontal coordinates were established by classical geodetic methods
 EN0843.and adjusted by the National Geodetic Survey in February 1996..
 EN0843
 EN0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0843
 EN0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0843
 EN0843.The geoid height was determined by GEOID03.
 EN0843
 EN0843;                    North         East     Units Scale Factor Converg.
 EN0843;SPC TX N     - 1,045,560.034   198,656.907   MT  1.00006407   -0 00 30.5
 EN0843;SPC TX N     - 3,430,308.21    651,760.20   sFT  1.00006407   -0 00 30.5
 EN0843;SPC TXNC     - 2,308,291.247   322,838.816   MT  1.00015413   -1 38 38.9
 EN0843;SPC TXNC     - 7,573,118.87  1,059,180.35   sFT  1.00015413   -1 38 38.9
 EN0843;UTM  14      - 3,810,558.806   268,877.860   MT  1.00025848   -1 25 18.1
 EN0843
 EN0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0843!SPC TX N     -   0.99984312  x   1.00006407  =   0.99990718
 EN0843!SPC TXNC     -   0.99984312  x   1.00015413  =   0.99999723
 EN0843!UTM  14      -   0.99984312  x   1.00025848  =   1.00010156
 EN0843
 EN0843|---------------------------------------------------------------------|
 EN0843| PID    Reference Object                     Distance      Geod. Az  |
 EN0843|                                                           dddmmss.s |
 EN0843| CJ8533 SOUTH RM 1                           22.981 METERS 17711     |
 EN0843| CJ8532 SOUTH AZ MK                                        2285026.3 |
 EN0843| CJ8534 SOUTH RM 2                           28.125 METERS 28604     |
 EN0843|---------------------------------------------------------------------|
 EN0843
 EN0843                          SUPERSEDED SURVEY CONTROL
 EN0843
 EN0843  NAD 83(1993)-  34 24 38.40907(N)    101 30 52.58328(W) AD(       ) 1
 EN0843  NAD 83(1986)-  34 24 38.41060(N)    101 30 52.58225(W) AD(       ) 1
 EN0843  NAD 27      -  34 24 38.17882(N)    101 30 50.96615(W) AD(       ) 1
 EN0843  NGVD 29 (07/19/86) 1025.9    (m)         3366.     (f) VERT ANG       
 EN0843
 EN0843.Superseded values are not recommended for survey control.
 EN0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0843.See file dsdata.txt to determine how the superseded data were derived.
 EN0843
 EN0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6887810559(NAD 83)
 EN0843_MARKER: DS = TRIANGULATION STATION DISK
 EN0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0843
 EN0843  HISTORY     - Date     Condition        Report By
 EN0843  HISTORY     - 1964     MONUMENTED       CGS
 EN0843  HISTORY     - 1971     GOOD             DMA
 EN0843
 EN0843                          STATION DESCRIPTION
 EN0843
 EN0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0843'THE STATION IS ABOUT 13-1/2 MILES EAST-NORTHEAST OF KRESS, 12-1/2
 EN0843'MILES SOUTHWEST OF SILVERTON AND 4 MILES NORTHEAST OF CLAYTONVILLE,
 EN0843'ON THE HIGHEST PART OF A SMALL RISE IN PASTURELAND ON PROPERTY
 EN0843'OWNED BY MR. L.L. ARMOR.
 EN0843'
 EN0843'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 145 AND 1612 IN
 EN0843'CLAYTONVILLE, GO NORTH ON FARM ROAD 1612 FOR 2.0 MILES TO A
 EN0843'CROSSROAD.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR 3.1 MILES TO
 EN0843'A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE
 EN0843'ROADS.  CONTINUE EAST ON GRADED ROAD FOR 0.3 MILE TO A SIDE ROAD
 EN0843'LEFT.  TURN LEFT AND GO NORTH ON GRADED ROAD FOR 0.05 MILE TO A
 EN0843'FARM HOUSE.  CONTINUE NORTH ON FIELD ROAD, PASSING TO THE EAST
 EN0843'OF THE FARM HOUSE FOR 0.35 MILE TO THE TOP OF THE RISE AND THE
 EN0843'STATION.
 EN0843'
 EN0843'STATION MARK IS A STANDARD DISK, STAMPED SOUTH 1964, SET IN THE TOP
 EN0843'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 EN0843'IS 32 FEET SOUTHWEST OF A FENCE CORNER, 27 FEET SOUTH OF AN
 EN0843'EAST-WEST FENCE LINE, 28 FEET WEST OF THE CENTERLINE OF A FIELD
 EN0843'ROAD, 14.7 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 4 FEET SOUTH OF
 EN0843'A METAL WITNESS POST.
 EN0843'
 EN0843'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SOUTH NO 1 1964, SET IN
 EN0843'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 EN0843'108 FEET SOUTH OF THE FENCE CORNER, 12 FEET WEST OF THE CENTERLINE
 EN0843'OF THE FIELD ROAD, 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE AND
 EN0843'ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0843'
 EN0843'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SOUTH NO 2 1964, SET IN
 EN0843'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 EN0843'IS 108 FEET WEST OF THE FENCE CORNER, 1 FOOT SOUTH OF THE EAST-WEST
 EN0843'FENCE LINE AND ABOUT 3 FEET LOWER THAN THE STATION.
 EN0843'
 EN0843'AZIMUTH MARK IS A STANDARD DISK, STAMPED SOUTH 1964, SET IN THE TOP
 EN0843'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 25 FEET
 EN0843'EAST OF THE CENTERLINE OF A NORTH-SOUTH GRADED ROAD, 21 FEET NORTH
 EN0843'OF THE CENTERLINE OF AN EAST-WEST GRADED ROAD, 1.9 FEET SOUTH OF A
 EN0843'METAL WITNESS POST AND 1.7 FEET EAST OF A POWERLINE POLE.
 EN0843'
 EN0843'HEIGHT OF LIGHT ABOVE STATION MARK 22.23 METERS.
 EN0843
 EN0843                          STATION RECOVERY (1971)
 EN0843
 EN0843'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 EN0843'STATION, RM 1, RM 2, AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 EN0843'
 EN0843'1964 ROUTE DESCRIPTION ADEQUATE.
 EN0843'
 EN0843'USC AND GS UNADJUSTED FIELD DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1827 ***********************************************************************
 FL1827  DESIGNATION -  SOUTH
 FL1827  PID         -  FL1827
 FL1827  STATE/COUNTY-  TX/HUTCHINSON
 FL1827  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1827
 FL1827                         *CURRENT SURVEY CONTROL
 FL1827  ___________________________________________________________________
 FL1827* NAD 83(1993)-  35 56 11.18087(N)    101 32 02.31066(W)     ADJUSTED  
 FL1827* NAVD 88     -      1020.     (meters)    3346.     (feet)  SCALED    
 FL1827  ___________________________________________________________________
 FL1827  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 FL1827  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FL1827
 FL1827  HORZ ORDER  -  FIRST
 FL1827
 FL1827.The horizontal coordinates were established by classical geodetic methods
 FL1827.and adjusted by the National Geodetic Survey in February 1996..
 FL1827
 FL1827.The orthometric height was scaled from a topographic map.
 FL1827
 FL1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1827
 FL1827.The geoid height was determined by GEOID03.
 FL1827
 FL1827;                    North         East     Units Scale Factor Converg.
 FL1827;SPC TX N     - 1,214,826.691   196,934.364   MT  0.99995173   -0 01 10.9
 FL1827;SPC TX N     - 3,985,643.90    646,108.83   sFT  0.99995173   -0 01 10.9
 FL1827;UTM  14      - 3,979,866.378   271,412.334   MT  1.00024390   -1 29 16.1
 FL1827
 FL1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1827!SPC TX N     -   0.99984408  x   0.99995173  =   0.99979581
 FL1827!UTM  14      -   0.99984408  x   1.00024390  =   1.00008794
 FL1827
 FL1827:                Primary Azimuth Mark                     Grid Az
 FL1827:SPC TX N     -  MORSE PERRYTON EQUITY ELEVATOR           021 55 23.0
 FL1827:UTM  14      -  MORSE PERRYTON EQUITY ELEVATOR           023 23 28.2
 FL1827
 FL1827|---------------------------------------------------------------------|
 FL1827| PID    Reference Object                     Distance      Geod. Az  |
 FL1827|                                                           dddmmss.s |
 FL1827| GK0865 MORSE PERRYTON EQUITY ELEVATOR      APPROX.14.9 KM 0215412.1 |
 FL1827| CJ8683 TT 2 WWC                                           0451435.0 |
 FL1827| CJ8530 SOUTH RM 1                           18.172 METERS 04708     |
 FL1827| CJ8531 SOUTH RM 2                           24.228 METERS 13252     |
 FL1827|---------------------------------------------------------------------|
 FL1827
 FL1827                          SUPERSEDED SURVEY CONTROL
 FL1827
 FL1827  NAD 83(1993)-  35 56 11.18069(N)    101 32 02.31037(W) AD(       ) 1
 FL1827  NAD 83(1986)-  35 56 11.18990(N)    101 32 02.29873(W) AD(       ) 1
 FL1827  NAD 27      -  35 56 11.05200(N)    101 32 00.69700(W) AD(       ) 1
 FL1827
 FL1827.Superseded values are not recommended for survey control.
 FL1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1827.See file dsdata.txt to determine how the superseded data were derived.
 FL1827
 FL1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7141279866(NAD 83)
 FL1827_MARKER: DS = TRIANGULATION STATION DISK
 FL1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1827
 FL1827  HISTORY     - Date     Condition        Report By
 FL1827  HISTORY     - 1952     MONUMENTED       CGS
 FL1827  HISTORY     - 1953     GOOD             CGS
 FL1827  HISTORY     - 1974     SEE DESCRIPTION  USGS
 FL1827
 FL1827                          STATION DESCRIPTION
 FL1827
 FL1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 FL1827'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF
 FL1827'STINNETT, 4 MILES WEST OF PRINGLE, 43 FEET NORTHWEST OF A
 FL1827'T-ROAD EAST, AND 38 FEET WEST OF A TELEPHONE POLE.
 FL1827'
 FL1827'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 278
 FL1827'AND 1598.  GO WEST ON FARM ROAD 1598 FOR 3.3 MILES, CONTINUE
 FL1827'STRAIGHT AHEAD ON DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 FL1827'ON THE LEFT.  CONTINUE WEST ON THE DIRT ROAD FOR 0.9 MILE TO
 FL1827'A T-ROAD SOUTH, TURN LEFT AND GO SOUTH FOR 1.0 MILE TO THE
 FL1827'STATION ON THE LEFT.
 FL1827'
 FL1827'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF
 FL1827'A CONCRETE POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 FL1827'DISK IS STAMPED SOUTH 1952.
 FL1827'
 FL1827'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF A TELEPHONE POLE
 FL1827'AND 17 FEET EAST OF A DIRT ROAD.  THE MARK IS A STANDARD
 FL1827'BRONZE DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 FL1827'6 INCHES, AND THE DISK IS STAMPED SOUTH NO 1 1952.
 FL1827'
 FL1827'REFERENCE MARK NO. 2 IS 40 FEET SOUTHEAST OF A T-ROAD.  THE
 FL1827'MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE
 FL1827'CYLINDER THAT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 FL1827'SOUTH NO 2 1952.
 FL1827'
 FL1827'TT 2 WWC (USGS) IS A BRONZE DISK SET IN THE TOP OF A 6-INCH
 FL1827'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES, AND THE DISK IS
 FL1827'STAMPED TT2 WWC 1952.  THE MARK IS 44 FEET SOUTHWEST OF A
 FL1827'CROSS ROAD, AND 21 FEET SOUTHWEST OF A FENCE CORNER.  THE
 FL1827'MARK WAS USED AS AN AZIMUTH MARK FOR TRIANGULATION STATION
 FL1827'SOUTH.
 FL1827'
 FL1827'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FL1827
 FL1827                          STATION RECOVERY (1953)
 FL1827
 FL1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1827'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FL1827'FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FL1827'
 FL1827'THE STATION IS LOCATED ALONG THE WEST SIDE OF A NORTH-SOUTH
 FL1827'ROAD WHICH FORMS A T-INTERSECTION WITH AN EAST-WEST ROAD.
 FL1827'IT IS LOCATED AIRLINE ABOUT 9-1/2-MILES NORTH-NORTHWEST OF
 FL1827'STINNETT, ABOUT 16 MILES EAST-SOUTHEAST OF SUNRAY, AND ABOUT
 FL1827'4 MILES WEST OF PRINGLE.
 FL1827'
 FL1827'THE STATION IS A STANDARD DISK STAMPED SOUTH 1952 SET IN TOP
 FL1827'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 FL1827'WITH THE GROUND.  IT IS 8 FEET SOUTH-SOUTHWEST OF A WHITE WITNESS
 FL1827'POST, 9 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE, AND 24
 FL1827'FEET WEST-NORTHWEST OF THE CENTER LINE OF A T-INTERSECTION.
 FL1827'
 FL1827'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SOUTH
 FL1827'NO 1 1952 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FL1827'WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS ABOUT
 FL1827'3 FEET HIGHER THAN THE STATION.  IT IS 1 FOOT WEST OF A
 FL1827'NORTH-SOUTH FENCE LINE AND 15 FEET EAST OF THE CENTER LINE
 FL1827'OF A DIRT ROAD.
 FL1827'
 FL1827'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SOUTH
 FL1827'NO 2 1952 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT
 FL1827'12 INCHES IN DIAMETER, PROJECTS ABOUT 6 INCHES ABOVE THE
 FL1827'GROUND, AND IS 2 FEET HIGHER THAN THE STATION.  IT IS 37
 FL1827'FEET SOUTHEAST OF THE CENTER LINE OF A T-INTERSECTION AND
 FL1827'1 FOOT NORTHWEST OF A NORTHEAST-SOUTHWEST CURVING FENCE LINE.
 FL1827'
 FL1827'THE USGS BM (AZIMUTH MARK) IS A STANDARD U.S. GEOLOGICAL
 FL1827'SURVEY BENCH MARK DISK STAMPED TT 2 WWC 1952 SET IN TOP OF AN
 FL1827'8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 FL1827'ABOVE THE GROUND.  IT IS 45 FEET SOUTHWEST OF THE CENTER
 FL1827'LINE OF A DIRT CROSS ROAD.
 FL1827'
 FL1827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 FL1827'THE DIRT ROAD FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO
 FL1827'EAST ON THE DIRT ROAD FOR 1.0 MILE TO A CROSS ROAD AND THE
 FL1827'AZIMUTH MARK ON THE RIGHT, SOUTHWEST, CORNER OF THE INTERSECTION.
 FL1827'
 FL1827'TO REACH THE STATION FROM THE CITY HALL IN SUNRAY, GO SOUTH
 FL1827'ON STATE HIGHWAY 119 TO A FORK.  KEEP STRAIGHT AHEAD ON THE
 FL1827'LEFT FORK FOR 0.5 MILE TO A T-ROAD.  TURN LEFT AND GO
 FL1827'EAST ON STATE FARM ROAD 281 FOR 9.5 MILES.  TURN RIGHT ON
 FL1827'STATE FARM ROAD 1060 AND GO SOUTH FOR 6.6 MILES.  TURN LEFT
 FL1827'ON A DIRT ROAD AND GO EAST FOR 6.2 MILES TO A T-ROAD.  TURN
 FL1827'LEFT AND GO NORTH FOR 1.9 MILES TO A FORK.  TAKE THE RIGHT
 FL1827'FORK AND GO EAST AND NORTH FOR 0.7 MILE TO A T-INTERSECTION
 FL1827'AND THE STATION.
 FL1827
 FL1827                          STATION RECOVERY (1974)
 FL1827
 FL1827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RAH)
 FL1827'SEARCH DID NOT REVEAL STA., RD. GONE AREA IN CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1433 ***********************************************************************
 AH1433  DESIGNATION -  SOUTH BIRD
 AH1433  PID         -  AH1433
 AH1433  STATE/COUNTY-  TX/KLEBERG
 AH1433  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1433
 AH1433                         *CURRENT SURVEY CONTROL
 AH1433  ___________________________________________________________________
 AH1433* NAD 83(1993)-  27 29 36.17463(N)    097 18 22.39341(W)     ADJUSTED  
 AH1433* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1433  ___________________________________________________________________
 AH1433  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1433  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH1433
 AH1433  HORZ ORDER  -  THIRD
 AH1433
 AH1433.The horizontal coordinates were established by classical geodetic methods
 AH1433.and adjusted by the National Geodetic Survey in February 1996..
 AH1433
 AH1433.The orthometric height was scaled from a topographic map.
 AH1433
 AH1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1433
 AH1433.The geoid height was determined by GEOID03.
 AH1433
 AH1433;                    North         East     Units Scale Factor Converg.
 AH1433;SPC TX S     - 5,202,945.107   417,957.138   MT  0.99993157   +0 32 31.1
 AH1433;SPC TX S     -17,069,995.74  1,371,247.71   sFT  0.99993157   +0 32 31.1
 AH1433;UTM  14      - 3,042,225.704   667,323.127   MT  0.99994560   +0 46 55.6
 AH1433
 AH1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1433!SPC TX S     -   1.00000372  x   0.99993157  =   0.99993529
 AH1433!UTM  14      -   1.00000372  x   0.99994560  =   0.99994932
 AH1433
 AH1433|---------------------------------------------------------------------|
 AH1433| PID    Reference Object                     Distance      Geod. Az  |
 AH1433|                                                           dddmmss.s |
 AH1433| CV3466 SOUTH BIRD RM 1                      11.907 METERS 04114     |
 AH1433| CV3467 SOUTH BIRD RM 2                      13.260 METERS 13123     |
 AH1433| AH1439 LOBO                                APPROX. 5.2 KM 2543637.4 |
 AH1433|---------------------------------------------------------------------|
 AH1433
 AH1433                          SUPERSEDED SURVEY CONTROL
 AH1433
 AH1433  NAD 83(1986)-  27 29 36.18601(N)    097 18 22.36988(W) AD(       ) 3
 AH1433  NAD 27      -  27 29 35.04000(N)    097 18 21.40700(W) AD(       ) 3
 AH1433
 AH1433.Superseded values are not recommended for survey control.
 AH1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1433.See file dsdata.txt to determine how the superseded data were derived.
 AH1433
 AH1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6732342226(NAD 83)
 AH1433_MARKER: DS = TRIANGULATION STATION DISK
 AH1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1433
 AH1433  HISTORY     - Date     Condition        Report By
 AH1433  HISTORY     - 1912     MONUMENTED       CGS
 AH1433  HISTORY     - 1939     GOOD             CGS
 AH1433  HISTORY     - 1949     GOOD             CGS
 AH1433
 AH1433                          STATION DESCRIPTION
 AH1433
 AH1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1433'STATION IS ABOUT 3/4 MILE W OF PADRE ISLAND, ON THE HIGHEST
 AH1433'PART OF SOUTH BIRD ISLAND, ABOUT 13 METERS (43 FEET) N OF
 AH1433'THE LARGEST CLUMP OF SPANISH DAGGERS, 49 METERS (161 FEET) S OF A
 AH1433'SLIGHTLY SMALLER CLUMP, AND ABOUT 47 METERS (154 FEET)
 AH1433'FROM EACH OF THREE SMALL PONDS TO THE NW, NE, AND E,
 AH1433'RESPECTIVELY.  SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE
 AH1433'DISKS IN CONCRETE.
 AH1433'
 AH1433'TRENCHES ABOUT 1-1/2 FEET DEEP AND 2 FEET WIDE WERE DUG OUT
 AH1433'FROM THE STATION IN N, E, S, AND W DIRECTIONS TO SERVE AS
 AH1433'REFERENCE OR WITNESS MARKS.
 AH1433
 AH1433                          STATION RECOVERY (1939)
 AH1433
 AH1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1433'STATION IS LOCATED ON SOUTH BIRD ISLAND IN LAGUNA MADRE ABOUT 22
 AH1433'MILES SSE OF CORPUS CHRISTI, ABOUT 14-1/2 MILES S OF FLOUR
 AH1433'BLUFF POINT AND ABOUT 13-1/2 MILES NNE OF POINT-OF-ROCKS
 AH1433'AT BAFFIN BAY.  IT IS ON ABOUT THE CENTER OF A SMALL
 AH1433'CACTUS-COVERED RIDGE ABOUT 200 YARDS S OF THE N POINT OF ISLAND
 AH1433'AND ABOUT 96 FEET E OF THE W HIGH-WATER LINE IN ABOUT THE
 AH1433'CENTER OF A LARGE PATCH OF CACTUS.
 AH1433'
 AH1433'STATION IS MARKED WITH AN UNSTAMPED STANDARD DISK.
 AH1433'TWO REFERENCE MARKS, STANDARD BRONZE DISK SET IN
 AH1433'CONCRETE, WERE ESTABLISHED AND STAMPED
 AH1433'SOUTH BIRD 1939.
 AH1433'
 AH1433'A BOAT FOR REACHING STATION MAY BE SECURED AT NUMEROUS FISHING
 AH1433'PIERS ON THE W SIDE OF LAGUNA MADRE.
 AH1433
 AH1433                          STATION RECOVERY (1949)
 AH1433
 AH1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1433'STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 AH1433'DISTANCES TO REFERENCE MARKS WERE MEASURED
 AH1433'AND FOUND TO BE CORRECT.  STATION IS IN KLEBERG COUNTY AND NOT
 AH1433'IN NUECES COUNTY AS SHOWN IN ORIGINAL DESCRIPTION AND 1939
 AH1433'RECOVERY NOTE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AH1433'
 AH1433'STATION IS LOCATED ON SOUTH BIRD ISLAND IN LAGUNA MADRE BETWEEN
 AH1433'THE INTRACOASTAL WATERWAY AND PADRE ISLAND.  ABOUT 22 MILES
 AH1433'SSE OF CORPUS CHRISTI, ABOUT 10.4 MILES S OF THE SITE OF THE
 AH1433'SWING BARGE BRIDGE ON LAGUNA MADRE CAUSEWAY OVER THE INTRACOASTAL
 AH1433'WATERWAY, AND ABOUT 13-1/2 MILES NNE OF POINT OF ROCKS AT BAFFIN
 AH1433'BAY.
 AH1433'
 AH1433'STATION MARK IS A BRONZE UNSTAMPED STATION DISK SET IN CONCRETE.
 AH1433'IT IS IN THE CENTER OF A LOW CACTUS-COVERED RIDGE RUNNING
 AH1433'ALMOST THE ENTIRE LENGTH OF THE ISLAND, APPROXIMATELY 150
 AH1433'YARDS FROM THE N END OF THE RIDGE, 13 METERS NW OF NW EDGE OF
 AH1433'THE ONLY CLUMP OF SPANISH DAGGER ON THE ISLAND, 26.3 METERS
 AH1433'SE OF S END OF LARGE AUDUBON SOCIETY NO LANDING SIGN, 23.6
 AH1433'METERS E OF MEAN WATER LINE, AND 7 FEET W OF A 4- BY 4-INCH
 AH1433'WHITE WOODEN WITNESS POST.  MONUMENT IS COVERED BY THIN COVER
 AH1433'OF GUANO AND A ROTTING VEGETATION.
 AH1433'
 AH1433'R.M. 1 IS A BRONZE REFERENCE DISK, STAMPED SOUTH BIRD NO 1 1939,
 AH1433'SET IN CONCRETE.  IT IS ON THE CENTER OF THE LOW CACTUS-COVERED
 AH1433'RIDGE AND IS COVERED BY A THIN LAYER OF GUANO AND ROTTING
 AH1433'VEGETATION.
 AH1433'
 AH1433'R.M. 2 IS A BRONZE REFERENCE DISK, STAMPED SOUTH BIRD NO 2 1939,
 AH1433'SET IN CONCRETE.  IT IS ALONG THE E EDGE OF THE LOW RIDGE,
 AH1433'NE OF THE ONLY CLUMP OF SPANISH DAGGER, AND IS COVERED BY
 AH1433'A THIN LAYER OF GUANO AND ROTTING VEGETATION.
 AH1433'
 AH1433'THE ENTIRE ISLAND IS A BIRD SANCTUARY UNDER CONTROL OF THE
 AH1433'NATIONAL AUDUBON SOCIETY.  CAUTION SHOULD BE USED WHEN VISITING
 AH1433'THE STATION DURING THE NESTING SEASON TO AVOID UNNECESSARY
 AH1433'DESTRUCTION OF BIRD EGGS AND YOUNG, AND POSSIBLE PERSONAL
 AH1433'INJURY BY ATTACKS OF NESTING BIRDS.
 AH1433'
 AH1433'STATION CAN BE REACHED ONLY BY SMALL BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6495 ***********************************************************************
 AW6495  DESIGNATION -  SOUTH HOUSTON AIRWAY BEACON
 AW6495  PID         -  AW6495
 AW6495  STATE/COUNTY-  TX/HARRIS
 AW6495  USGS QUAD   -  PARK PLACE (1995)
 AW6495
 AW6495                         *CURRENT SURVEY CONTROL
 AW6495  ___________________________________________________________________
 AW6495* NAD 83(1993)-  29 38 58.61041(N)    095 17 11.22189(W)     ADJUSTED  
 AW6495* NAVD 88     -                                                        
 AW6495  ___________________________________________________________________
 AW6495  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW6495  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6495
 AW6495  HORZ ORDER  -  THIRD
 AW6495
 AW6495.This mark is at William P Hobby (HOU) Airport (HOU)
 AW6495
 AW6495.The horizontal coordinates were established by classical geodetic methods
 AW6495.and adjusted by the National Geodetic Survey in February 1996..
 AW6495
 AW6495
 AW6495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6495
 AW6495.The geoid height was determined by GEOID03.
 AW6495
 AW6495;                    North         East     Units Scale Factor Converg.
 AW6495;SPC TXSC     - 4,207,000.112   959,454.407   MT  0.99987827   +1 49 09.5
 AW6495;SPC TXSC     -13,802,466.20  3,147,810.00   sFT  0.99987827   +1 49 09.5
 AW6495;UTM  15      - 3,282,146.124   278,676.366   MT  1.00020443   -1 07 53.6
 AW6495
 AW6495                          SUPERSEDED SURVEY CONTROL
 AW6495
 AW6495  NAD 83(1986)-  29 38 58.62535(N)    095 17 11.20201(W) AD(       ) 4
 AW6495  NAD 27      -  29 38 57.79463(N)    095 17 10.43400(W) AD(       ) 3
 AW6495
 AW6495.Superseded values are not recommended for survey control.
 AW6495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6495.See file dsdata.txt to determine how the superseded data were derived.
 AW6495
 AW6495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7867682146(NAD 83)
 AW6495_MARKER: 22 = AIRWAY BEACON
 AW6495
 AW6495  HISTORY     - Date     Condition        Report By
 AW6495  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6495  HISTORY     - 1963     GOOD             CGS
 AW6495  HISTORY     - 1965     GOOD             CGS
 AW6495  HISTORY     - 1968     GOOD             CGS
 AW6495
 AW6495                          STATION DESCRIPTION
 AW6495
 AW6495'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6495'THE STATION WAS RECOVERED AS DESCRIBED, ADDITIONAL INFORMATION
 AW6495'FOLLOWS.  THE AIRPORT IS KNOWN AS THE HOUSTON INTERNATIONAL
 AW6495'AIRPORT.  THE FIELD HAS BEEN ENLARGED AND GARDEN VILLAS
 AW6495'ROAD HAS BEEN COVERED OVER BY THE RUNWAY.
 AW6495
 AW6495                          STATION RECOVERY (1965)
 AW6495
 AW6495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 AW6495'RECOVERED AS DESCRIBED IN RECOVERY NOTE BY R.W.T. IN 1963.
 AW6495'
 AW6495'THIS IS THE SAME AS OLD STATION SOUTH HOUSTON, AIRWAY BEACON,
 AW6495'1931.  FIELD COMPUTATION OF A THREE POINT FIX USING THE OLD
 AW6495'COORDINATES OF THE STATION PROVED SUFFICIENT FOR THIRD ORDER
 AW6495'ACCURACY.  ALTHOUGH THE STATION WAS MOVED DURING REMODELING
 AW6495'OF THE CONTROL TOWER, IT WAS PLACED BACK IN POSITION VERY
 AW6495'CLOSE TO WHERE IT ORIGINALLY RESTED.
 AW6495
 AW6495                          STATION RECOVERY (1968)
 AW6495
 AW6495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6495'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1965 RECOVERY
 AW6495'NOTE BY D.V.S.  IT IS 95 FEET IN OVER-ALL HEIGHT.
 AW6495'
 AW6495'THE STATION NAME WAS CHANGED.  IT IS CARRIED AS HOUSTON
 AW6495'MUNICIPAL AIRPORT AIRWAY BEACON ON PREVIOUS RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6438 ***********************************************************************
 AW6438  DESIGNATION -  SOUTH HOUSTON MUN TANK NO 1
 AW6438  PID         -  AW6438
 AW6438  STATE/COUNTY-  TX/HARRIS
 AW6438  USGS QUAD   -  PASADENA (1995)
 AW6438
 AW6438                         *CURRENT SURVEY CONTROL
 AW6438  ___________________________________________________________________
 AW6438* NAD 83(1993)-  29 39 50.20157(N)    095 14 24.24693(W)     ADJUSTED  
 AW6438* NAVD 88     -                                                        
 AW6438  ___________________________________________________________________
 AW6438  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW6438  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6438
 AW6438  HORZ ORDER  -  THIRD
 AW6438
 AW6438.The horizontal coordinates were established by classical geodetic methods
 AW6438.and adjusted by the National Geodetic Survey in February 1996..
 AW6438
 AW6438
 AW6438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6438
 AW6438.The geoid height was determined by GEOID03.
 AW6438
 AW6438;                    North         East     Units Scale Factor Converg.
 AW6438;SPC TXSC     - 4,208,731.076   963,891.371   MT  0.99987967   +1 50 31.3
 AW6438;SPC TXSC     -13,808,145.21  3,162,366.94   sFT  0.99987967   +1 50 31.3
 AW6438;UTM  15      - 3,283,646.840   283,197.975   MT  1.00017998   -1 06 32.7
 AW6438
 AW6438                          SUPERSEDED SURVEY CONTROL
 AW6438
 AW6438  NAD 83(1986)-  29 39 50.21625(N)    095 14 24.22721(W) AD(       ) 4
 AW6438  NAD 27      -  29 39 49.38747(N)    095 14 23.46021(W) AD(       ) 3
 AW6438
 AW6438.Superseded values are not recommended for survey control.
 AW6438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6438.See file dsdata.txt to determine how the superseded data were derived.
 AW6438
 AW6438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8319883647(NAD 83)
 AW6438_MARKER: 51 = TANK
 AW6438
 AW6438  HISTORY     - Date     Condition        Report By
 AW6438  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6438  HISTORY     - 20041125 MARK NOT FOUND   USPSQD
 AW6438
 AW6438                          STATION DESCRIPTION
 AW6438
 AW6438'DESCRIBED BY US POWER SQUADRON 2004 (GWS)
 AW6438'TANK HAS BEEN REPLACED BY A SURFACE TANK AT THE EXACT SAME GP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6487 ***********************************************************************
 AW6487  DESIGNATION -  SOUTH HOUSTON MUN TANK NO 2
 AW6487  PID         -  AW6487
 AW6487  STATE/COUNTY-  TX/HARRIS
 AW6487  USGS QUAD   -  PASADENA (1995)
 AW6487
 AW6487                         *CURRENT SURVEY CONTROL
 AW6487  ___________________________________________________________________
 AW6487* NAD 83(1993)-  29 39 51.11536(N)    095 13 12.36834(W)     ADJUSTED  
 AW6487* NAVD 88     -                                                        
 AW6487  ___________________________________________________________________
 AW6487  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW6487  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW6487
 AW6487  HORZ ORDER  -  THIRD
 AW6487
 AW6487.The horizontal coordinates were established by classical geodetic methods
 AW6487.and adjusted by the National Geodetic Survey in February 1996..
 AW6487
 AW6487
 AW6487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6487
 AW6487.The geoid height was determined by GEOID03.
 AW6487
 AW6487;                    North         East     Units Scale Factor Converg.
 AW6487;SPC TXSC     - 4,208,821.484   965,822.154   MT  0.99987970   +1 51 06.6
 AW6487;SPC TXSC     -13,808,441.82  3,168,701.52   sFT  0.99987970   +1 51 06.6
 AW6487;UTM  15      - 3,283,637.723   285,131.423   MT  1.00016968   -1 05 57.1
 AW6487
 AW6487                          SUPERSEDED SURVEY CONTROL
 AW6487
 AW6487  NAD 83(1986)-  29 39 51.13019(N)    095 13 12.34900(W) AD(       ) 4
 AW6487  NAD 27      -  29 39 50.30127(N)    095 13 11.58388(W) AD(       ) 3
 AW6487
 AW6487.Superseded values are not recommended for survey control.
 AW6487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6487.See file dsdata.txt to determine how the superseded data were derived.
 AW6487
 AW6487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8513183638(NAD 83)
 AW6487_MARKER: 52 = STANDPIPE TANK
 AW6487
 AW6487  HISTORY     - Date     Condition        Report By
 AW6487  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6487  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW6487  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW6487
 AW6487                          STATION DESCRIPTION
 AW6487
 AW6487'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6487'THE STATION IS LOCATED AT THE INTERSECTION OF 9TH STREET AND
 AW6487'SPENCER HIGHWAY IN SOUTH HOUSTON.
 AW6487'
 AW6487'IT IS A PEDESTAL SPHERE TYPE WATER TANK, SILVER IN COLOR AND THE
 AW6487'OVER-ALL HEIGHT IS 125 FEET.
 AW6487'
 AW6487'THE POINT INTERSECTED WAS THE TOP CENTER.
 AW6487
 AW6487                          STATION RECOVERY (1998)
 AW6487
 AW6487'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6487'MARK NOT FOUND.
 AW6487
 AW6487                          STATION RECOVERY (2000)
 AW6487
 AW6487'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5766 ***********************************************************************
 AW5766  DESIGNATION -  SOUTH JETTY LIGHT
 AW5766  PID         -  AW5766
 AW5766  STATE/COUNTY-  TX/GALVESTON
 AW5766  USGS QUAD   -  THE JETTIES (1994)
 AW5766
 AW5766                         *CURRENT SURVEY CONTROL
 AW5766  ___________________________________________________________________
 AW5766* NAD 83(1993)-  29 19 40.09362(N)    094 41 33.59973(W)     ADJUSTED  
 AW5766* NAVD 88     -                                                        
 AW5766  ___________________________________________________________________
 AW5766  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AW5766  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW5766
 AW5766  HORZ ORDER  -  THIRD
 AW5766
 AW5766.The horizontal coordinates were established by classical geodetic methods
 AW5766.and adjusted by the National Geodetic Survey in February 1996..
 AW5766
 AW5766
 AW5766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5766
 AW5766.The geoid height was determined by GEOID03.
 AW5766
 AW5766;                    North         East     Units Scale Factor Converg.
 AW5766;SPC TXSC     - 4,173,329.185 1,018,219.037   MT  0.99986325   +2 06 36.8
 AW5766;SPC TXSC     -13,691,997.50  3,340,606.96   sFT  0.99986325   +2 06 36.8
 AW5766;UTM  15      - 3,245,493.696   335,644.718   MT  0.99993333   -0 49 45.3
 AW5766
 AW5766                          SUPERSEDED SURVEY CONTROL
 AW5766
 AW5766  NAD 83(1986)-  29 19 40.10920(N)    094 41 33.57983(W) AD(       ) 4
 AW5766  NAD 27      -  29 19 39.25579(N)    094 41 32.88771(W) AD(       ) 3
 AW5766
 AW5766.Superseded values are not recommended for survey control.
 AW5766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5766.See file dsdata.txt to determine how the superseded data were derived.
 AW5766
 AW5766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3564545494(NAD 83)
 AW5766_MARKER: 13 = LIGHTHOUSE
 AW5766
 AW5766  HISTORY     - Date     Condition        Report By
 AW5766  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5766  HISTORY     - 1937     GOOD             CGS
 AW5766  HISTORY     - 1939     GOOD             CGS
 AW5766  HISTORY     - 1947     GOOD             CGS
 AW5766  HISTORY     - 1960     GOOD             CGS
 AW5766  HISTORY     - 1962     GOOD             CGS
 AW5766  HISTORY     - 1963     GOOD             CGS
 AW5766  HISTORY     - 1964     GOOD             CGS
 AW5766  HISTORY     - 1979     GOOD             NGS
 AW5766  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 AW5766  HISTORY     - 19990808 GOOD             USPSQD
 AW5766
 AW5766                          STATION DESCRIPTION
 AW5766
 AW5766'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5766'LOCATED ON THE E EXTREMITY OF THE GALVESTON SOUTH JETTY.
 AW5766'STATION IS THE FINIAL OF THE CREAM-COLORED CYLINDRICAL BRICK
 AW5766'TOWER OF THE SOUTH JETTY LIGHTHOUSE.
 AW5766
 AW5766                          STATION RECOVERY (1937)
 AW5766
 AW5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW5766'STATION IS THE CREAM-COLORED CYLINDRICAL BRICK TOWER WITH BLACK
 AW5766'PILASTERS, ON BLACK SQUARE SKELETON STRUCTURE, ON GALVESTON
 AW5766'SOUTH JETTY, NEAR ITS E END.
 AW5766'
 AW5766'STATION WAS USED AS A HYDROGRAPHIC SIGNAL FOR OFFSHORE
 AW5766'HYDROGRAPHY.
 AW5766'
 AW5766'LIGHT IS NUMBER 2778 IN LIGHT LIST.
 AW5766
 AW5766                          STATION RECOVERY (1939)
 AW5766
 AW5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5766'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5766
 AW5766                          STATION RECOVERY (1947)
 AW5766
 AW5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5766'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5766
 AW5766                          STATION RECOVERY (1960)
 AW5766
 AW5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5766'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW5766'IS ADEQUATE.
 AW5766
 AW5766                          STATION RECOVERY (1962)
 AW5766
 AW5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW5766'RECOVERED IN GOOD CONDITION.  1933 DESCRIPTION ADEQUATE.
 AW5766
 AW5766                          STATION RECOVERY (1963)
 AW5766
 AW5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5766'STATION RECOVERED IN APPARENTLY GOOD CONDITION.  THE 1937
 AW5766'DESCRIPTION IS ADEQUATE.
 AW5766
 AW5766                          STATION RECOVERY (1964)
 AW5766
 AW5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AW5766'DESCRIPTION ADEQUATE.  RECOVERED AS DESCRIBED.
 AW5766
 AW5766                          STATION RECOVERY (1979)
 AW5766
 AW5766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5766'STATION RECOVERED IN GOOD CONDITION, BUT LIGHT IS NO LONGER IN
 AW5766'USE.
 AW5766'
 AW5766'DESCRIBED--RAH
 AW5766'
 AW5766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5766
 AW5766                          STATION RECOVERY (1996)
 AW5766
 AW5766'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5766'MARK NOT FOUND.
 AW5766
 AW5766                          STATION RECOVERY (1999)
 AW5766
 AW5766'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7071 ***********************************************************************
 AW7071  DESIGNATION -  SOUTH JETTY LIGHT
 AW7071  PID         -  AW7071
 AW7071  STATE/COUNTY-  TX/GALVESTON
 AW7071  USGS QUAD   -  THE JETTIES (1994)
 AW7071
 AW7071                         *CURRENT SURVEY CONTROL
 AW7071  ___________________________________________________________________
 AW7071* NAD 83(1993)-  29 19 39.63411(N)    094 41 20.47845(W)     ADJUSTED  
 AW7071* NAVD 88     -         8.4    (meters)      28.     (feet)  VERTCON   
 AW7071  ___________________________________________________________________
 AW7071  X           -    -454,935.206 (meters)                     COMP
 AW7071  Y           -  -5,546,497.647 (meters)                     COMP
 AW7071  Z           -   3,105,607.184 (meters)                     COMP
 AW7071  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AW7071  ELLIP HEIGHT-         -18.20  (meters)          (06/17/02) GPS OBS
 AW7071  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW7071
 AW7071  HORZ ORDER  -  THIRD
 AW7071  ELLP ORDER  -  FIFTH     CLASS I
 AW7071
 AW7071.The horizontal coordinates were established by GPS observations
 AW7071.and adjusted by the National Geodetic Survey in February 1996..
 AW7071
 AW7071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7071
 AW7071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7071
 AW7071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7071
 AW7071.The ellipsoidal height was determined by GPS observations
 AW7071.and is referenced to NAD 83.
 AW7071
 AW7071.The geoid height was determined by GEOID03.
 AW7071
 AW7071;                    North         East     Units Scale Factor Converg.
 AW7071;SPC TXSC     - 4,173,328.088 1,018,573.288   MT  0.99986325   +2 06 43.2
 AW7071;SPC TXSC     -13,691,993.90  3,341,769.20   sFT  0.99986325   +2 06 43.2
 AW7071;UTM  15      - 3,245,474.433   335,998.472   MT  0.99993189   -0 49 38.9
 AW7071
 AW7071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7071!SPC TXSC     -   1.00000286  x   0.99986325  =   0.99986611
 AW7071!UTM  15      -   1.00000286  x   0.99993189  =   0.99993475
 AW7071
 AW7071                          SUPERSEDED SURVEY CONTROL
 AW7071
 AW7071  ELLIP H (02/16/96)  -18.06   (m)                       GP(       ) 5 1
 AW7071  ELLIP H (01/21/93)  -18.25   (m)                       GP(       ) 4 2
 AW7071  NAD 83(1986)-  29 19 39.64676(N)    094 41 20.45859(W) AD(       ) 3
 AW7071  NGVD 29 (08/10/92)    8.4    (m)           28.     (f) GPS OBS        
 AW7071
 AW7071.Superseded values are not recommended for survey control.
 AW7071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7071.See file dsdata.txt to determine how the superseded data were derived.
 AW7071
 AW7071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3599845474(NAD 83)
 AW7071_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW7071_SETTING: 0 = UNSPECIFIED SETTING
 AW7071_MARK LOGO: WIMPOL
 AW7071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW7071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW7071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7071+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 AW7071
 AW7071  HISTORY     - Date     Condition        Report By
 AW7071  HISTORY     - 1990     MONUMENTED       WIMPOL
 AW7071  HISTORY     - 19910621 GOOD
 AW7071  HISTORY     - 19960714 GOOD             USPSQD
 AW7071  HISTORY     - 19990808 GOOD             USPSQD
 AW7071
 AW7071                          STATION DESCRIPTION
 AW7071
 AW7071'DESCRIBED BY WIMPOL INCORPORATED 1990
 AW7071'GALVESTON SOUTH JETTY ENTRANCE LIGHT
 AW7071
 AW7071                          STATION RECOVERY (1991)
 AW7071
 AW7071'RECOVERED 1991
 AW7071'RECOVERED IN GOOD CONDITION.
 AW7071
 AW7071                          STATION RECOVERY (1996)
 AW7071
 AW7071'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW7071'RECOVERED IN GOOD CONDITION.
 AW7071
 AW7071                          STATION RECOVERY (1999)
 AW7071
 AW7071'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW7071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0337 ***********************************************************************
 CT0337  DESIGNATION -  SOUTH MERIDIAN
 CT0337  PID         -  CT0337
 CT0337  STATE/COUNTY-  TX/SHACKELFORD
 CT0337  USGS QUAD   -  ALBANY (1965)
 CT0337
 CT0337                         *CURRENT SURVEY CONTROL
 CT0337  ___________________________________________________________________
 CT0337* NAD 83(1986)-  32 43 20.     (N)    099 17 47.     (W)     SCALED    
 CT0337* NAVD 88     -       430.077  (meters)    1411.01   (feet)  ADJUSTED  
 CT0337  ___________________________________________________________________
 CT0337  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0337  DYNAMIC HT  -         429.531 (meters)    1409.22  (feet)  COMP
 CT0337  MODELED GRAV-     979,358.2   (mgal)                       NAVD 88
 CT0337
 CT0337  VERT ORDER  -  SECOND    CLASS 0
 CT0337
 CT0337.The horizontal coordinates were scaled from a topographic map and have
 CT0337.an estimated accuracy of +/- 6 seconds.
 CT0337
 CT0337.The orthometric height was determined by differential leveling
 CT0337.and adjusted by the National Geodetic Survey in June 1991..
 CT0337.WARNING-Repeat measurements at this control monument indicate possible
 CT0337.vertical movement.
 CT0337
 CT0337.The geoid height was determined by GEOID03.
 CT0337
 CT0337.The dynamic height is computed by dividing the NAVD 88
 CT0337.geopotential number by the normal gravity value computed on the
 CT0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0337.degrees latitude (g = 980.6199 gals.).
 CT0337
 CT0337.The modeled gravity was interpolated from observed gravity values.
 CT0337
 CT0337;                    North         East    Units  Estimated Accuracy
 CT0337;SPC TXNC     - 2,117,330.      525,350.      MT  (+/- 180 meters Scaled)
 CT0337
 CT0337                          SUPERSEDED SURVEY CONTROL
 CT0337
 CT0337  NGVD 29 (??/??/92)  429.951  (m)         1410.60   (f) ADJ UNCH    2 0
 CT0337
 CT0337.Superseded values are not recommended for survey control.
 CT0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0337.See file dsdata.txt to determine how the superseded data were derived.
 CT0337
 CT0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB722205(NAD 83)
 CT0337_MARKER: Q = CHISELED SQUARE
 CT0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0337+STABILITY: SURFACE MOTION
 CT0337
 CT0337  HISTORY     - Date     Condition        Report By
 CT0337  HISTORY     - UNK      MONUMENTED       CGS
 CT0337  HISTORY     - 1957     GOOD             NGS
 CT0337  HISTORY     - 1961     GOOD             NGS
 CT0337
 CT0337                          STATION DESCRIPTION
 CT0337
 CT0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0337'IN ALBANY.
 CT0337'AT ALBANY, SHACKELFORD COUNTY, AT THE COUNTY COURTHOUSE SQUARE, AND
 CT0337'125 FEET SOUTHWEST OF THE COURTHOUSE.  NOTE--- THE CONCRETE POST IS
 CT0337'PROTECTED BY A CIRCLE OF CONCRETE ABOUT 3 FEET IN DIAMETER.
 CT0337
 CT0337                          STATION RECOVERY (1961)
 CT0337
 CT0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0211 ***********************************************************************
 DO0211  DESIGNATION -  SOUTH MERIDIAN
 DO0211  PID         -  DO0211
 DO0211  STATE/COUNTY-  TX/JACK
 DO0211  USGS QUAD   -  JACKSBORO (1982)
 DO0211
 DO0211                         *CURRENT SURVEY CONTROL
 DO0211  ___________________________________________________________________
 DO0211* NAD 83(1986)-  33 13 03.     (N)    098 09 25.     (W)     SCALED    
 DO0211* NAVD 88     -       329.916  (meters)    1082.40   (feet)  ADJUSTED  
 DO0211  ___________________________________________________________________
 DO0211  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DO0211  DYNAMIC HT  -         329.537 (meters)    1081.16  (feet)  COMP
 DO0211  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 DO0211
 DO0211  VERT ORDER  -  SECOND    CLASS 0
 DO0211
 DO0211.The horizontal coordinates were scaled from a topographic map and have
 DO0211.an estimated accuracy of +/- 6 seconds.
 DO0211
 DO0211.The orthometric height was determined by differential leveling
 DO0211.and adjusted by the National Geodetic Survey in June 1991..
 DO0211
 DO0211.The geoid height was determined by GEOID03.
 DO0211
 DO0211.The dynamic height is computed by dividing the NAVD 88
 DO0211.geopotential number by the normal gravity value computed on the
 DO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0211.degrees latitude (g = 980.6199 gals.).
 DO0211
 DO0211.The modeled gravity was interpolated from observed gravity values.
 DO0211
 DO0211;                    North         East    Units  Estimated Accuracy
 DO0211;SPC TXNC     - 2,172,020.      631,980.      MT  (+/- 180 meters Scaled)
 DO0211
 DO0211                          SUPERSEDED SURVEY CONTROL
 DO0211
 DO0211  NGVD 29 (??/??/92)  329.845  (m)         1082.17   (f) ADJ UNCH    2 0
 DO0211
 DO0211.Superseded values are not recommended for survey control.
 DO0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0211.See file dsdata.txt to determine how the superseded data were derived.
 DO0211
 DO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB785757(NAD 83)
 DO0211_MARKER: Z = SEE DESCRIPTION
 DO0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0211+STABILITY: SURFACE MOTION
 DO0211
 DO0211  HISTORY     - Date     Condition        Report By
 DO0211  HISTORY     - UNK      MONUMENTED       CGS
 DO0211  HISTORY     - 1934     GOOD             NGS
 DO0211  HISTORY     - 1961     MARK NOT FOUND   NGS
 DO0211  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0211
 DO0211                          STATION DESCRIPTION
 DO0211
 DO0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DO0211'IN JACKSBORO.
 DO0211'IN JACKSBORO, JACK COUNTY, A STONE POST WITH A HOLE IN TOP, SET IN
 DO0211'FRONT OF DENISONS PRINT.  NOTE-- THE DISCRIPTION OF THIS MARK AND THE
 DO0211'NORTH MERIDIAN MARK NEARBY, WERE GIVEN INCORRECTLY IN 1933.
 DO0211
 DO0211                          STATION RECOVERY (1961)
 DO0211
 DO0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DO0211'MARK NOT FOUND.
 DO0211
 DO0211                          STATION RECOVERY (2001)
 DO0211
 DO0211'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1304 ***********************************************************************
 AH1304  DESIGNATION -  SOUTH ONE OF TWIN WINDMILLS
 AH1304  PID         -  AH1304
 AH1304  STATE/COUNTY-  TX/KLEBERG
 AH1304  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH1304
 AH1304                         *CURRENT SURVEY CONTROL
 AH1304  ___________________________________________________________________
 AH1304* NAD 83(1993)-  27 30 54.39694(N)    097 22 48.46865(W)     ADJUSTED  
 AH1304* NAVD 88     -                                                        
 AH1304  ___________________________________________________________________
 AH1304  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1304  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH1304
 AH1304  HORZ ORDER  -  THIRD
 AH1304
 AH1304.The horizontal coordinates were established by classical geodetic methods
 AH1304.and adjusted by the National Geodetic Survey in February 1996..
 AH1304
 AH1304
 AH1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1304
 AH1304.The geoid height was determined by GEOID03.
 AH1304
 AH1304;                    North         East     Units Scale Factor Converg.
 AH1304;SPC TX S     - 5,205,285.667   410,632.960   MT  0.99993489   +0 30 30.3
 AH1304;SPC TX S     -17,077,674.73  1,347,218.30   sFT  0.99993489   +0 30 30.3
 AH1304;UTM  14      - 3,044,535.544   659,989.223   MT  0.99991596   +0 44 54.6
 AH1304
 AH1304                          SUPERSEDED SURVEY CONTROL
 AH1304
 AH1304  NAD 83(1986)-  27 30 54.40892(N)    097 22 48.44417(W) AD(       ) 4
 AH1304  NAD 27      -  27 30 53.27000(N)    097 22 47.44000(W) AD(       ) 3
 AH1304
 AH1304.Superseded values are not recommended for survey control.
 AH1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1304.See file dsdata.txt to determine how the superseded data were derived.
 AH1304
 AH1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5998944536(NAD 83)
 AH1304_MARKER: 66 = WINDMILL
 AH1304
 AH1304  HISTORY     - Date     Condition        Report By
 AH1304  HISTORY     - 1912     FIRST OBSERVED   CGS
 AH1304
 AH1304                          STATION DESCRIPTION
 AH1304
 AH1304'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0829 ***********************************************************************
 EN0829  DESIGNATION -  SOUTH PLAINS COOP ELEVATOR
 EN0829  PID         -  EN0829
 EN0829  STATE/COUNTY-  TX/FLOYD
 EN0829  USGS QUAD   -  SOUTH PLAINS (1966)
 EN0829
 EN0829                         *CURRENT SURVEY CONTROL
 EN0829  ___________________________________________________________________
 EN0829* NAD 83(1993)-  34 13 24.17720(N)    101 18 30.77363(W)     ADJUSTED  
 EN0829* NAVD 88     -                                                        
 EN0829  ___________________________________________________________________
 EN0829  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 EN0829  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EN0829
 EN0829  HORZ ORDER  -  THIRD
 EN0829
 EN0829.The horizontal coordinates were established by classical geodetic methods
 EN0829.and adjusted by the National Geodetic Survey in February 1996..
 EN0829
 EN0829
 EN0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0829
 EN0829.The geoid height was determined by GEOID03.
 EN0829
 EN0829;                    North         East     Units Scale Factor Converg.
 EN0829;SPC TXNC     - 2,286,995.957   341,223.713   MT  1.00008172   -1 31 54.4
 EN0829;SPC TXNC     - 7,503,252.57  1,119,498.13   sFT  1.00008172   -1 31 54.4
 EN0829;SPC TX N     - 1,024,799.843   217,643.013   MT  1.00012618   +0 06 39.4
 EN0829;SPC TX N     - 3,362,197.48    714,050.45   sFT  1.00012618   +0 06 39.4
 EN0829;UTM  14      - 3,789,334.858   287,348.937   MT  1.00015745   -1 17 55.9
 EN0829
 EN0829                          SUPERSEDED SURVEY CONTROL
 EN0829
 EN0829  NAD 83(1993)-  34 13 24.17937(N)    101 18 30.77153(W) AD(       ) 4
 EN0829  NAD 83(1986)-  34 13 24.18341(N)    101 18 30.76741(W) AD(       ) 4
 EN0829  NAD 27      -  34 13 23.92893(N)    101 18 29.19929(W) AD(       ) 3
 EN0829
 EN0829.Superseded values are not recommended for survey control.
 EN0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0829.See file dsdata.txt to determine how the superseded data were derived.
 EN0829
 EN0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8734989335(NAD 83)
 EN0829
 EN0829  HISTORY     - Date     Condition        Report By
 EN0829  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0829
 EN0829                          STATION DESCRIPTION
 EN0829
 EN0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0829'THE STATION IS THE CENTER OF THE TOP OF A 162 FOOT HIGH, CONCRETE
 EN0829'ELEVATOR, LOCATED IN SOUTH PLAINS, ABOUT 525 FEET EAST OF STATE 207
 EN0829'AND ABOUT 100 FEET SOUTH OF A RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2360 ***********************************************************************
 AH2360  DESIGNATION -  SOUTH PLAINS ET
 AH2360  PID         -  AH2360
 AH2360  STATE/COUNTY-  TX/FLOYD
 AH2360  USGS QUAD   -  SOUTH PLAINS (1966)
 AH2360
 AH2360                         *CURRENT SURVEY CONTROL
 AH2360  ___________________________________________________________________
 AH2360* NAD 83(1993)-  34 13 24.13125(N)    101 18 30.76006(W)     ADJUSTED  
 AH2360* NAVD 88     -      1021.0    (meters)    3350.     (feet)  VERTCON   
 AH2360  ___________________________________________________________________
 AH2360  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AH2360  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AH2360
 AH2360  HORZ ORDER  -  THIRD
 AH2360
 AH2360.The horizontal coordinates were established by classical geodetic methods
 AH2360.and adjusted by the National Geodetic Survey in July 1998..
 AH2360
 AH2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2360
 AH2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2360
 AH2360.The geoid height was determined by GEOID03.
 AH2360
 AH2360;                    North         East     Units Scale Factor Converg.
 AH2360;SPC TXNC     - 2,286,994.532   341,224.022   MT  1.00008172   -1 31 54.4
 AH2360;SPC TXNC     - 7,503,247.89  1,119,499.15   sFT  1.00008172   -1 31 54.4
 AH2360;UTM  14      - 3,789,333.434   287,349.252   MT  1.00015745   -1 17 55.9
 AH2360
 AH2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2360!SPC TXNC     -   0.99984401  x   1.00008172  =   0.99992572
 AH2360!UTM  14      -   0.99984401  x   1.00015745  =   1.00000144
 AH2360
 AH2360                          SUPERSEDED SURVEY CONTROL
 AH2360
 AH2360  NGVD 29 (07/28/98) 1020.6    (m)         3348.     (f) VERT ANG       
 AH2360
 AH2360.Superseded values are not recommended for survey control.
 AH2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2360.See file dsdata.txt to determine how the superseded data were derived.
 AH2360
 AH2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8734989333(NAD 83)
 AH2360_MARKER: DS = TRIANGULATION STATION DISK
 AH2360
 AH2360  HISTORY     - Date     Condition        Report By
 AH2360  HISTORY     - 1962     MONUMENTED       USGS
 AH2360
 AH2360                          STATION DESCRIPTION
 AH2360
 AH2360'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2360'LOCATED ABOUT 17 MI. N. OF FLOYDADA, TEXAS, IN SOUTH PLAINS, TEXAS, ON
 AH2360'TOP OF SOUTH PLAINS CO-OP ELEVATOR, 9.0 FT. E. AND 6.3 FT. N. OF THE
 AH2360'SW. CORNER OF THE HEADER HOUSE.
 AH2360'TO REACH FROM FLOYDADA, TEXAS, DRIVE NORTHERLY ON STATE HIGHWAY 207 17
 AH2360'MI. TO SOUTH PLAINS AND THE STATION ON TOP OF THE SOUTH PLAINS CO-OP
 AH2360'ELEVATOR.
 AH2360'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---SOUTH PLAINS-ET,
 AH2360'1962---, CEMENTED IN DRILL HOLE ON THE CONCRETE ROOF OF THE HEADER
 AH2360'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0830 ***********************************************************************
 EN0830  DESIGNATION -  SOUTH PLAINS MUNICIPAL TANK
 EN0830  PID         -  EN0830
 EN0830  STATE/COUNTY-  TX/FLOYD
 EN0830  USGS QUAD   -  SOUTH PLAINS (1966)
 EN0830
 EN0830                         *CURRENT SURVEY CONTROL
 EN0830  ___________________________________________________________________
 EN0830* NAD 83(1993)-  34 13 34.79187(N)    101 18 34.58955(W)     ADJUSTED  
 EN0830* NAVD 88     -                                                        
 EN0830  ___________________________________________________________________
 EN0830  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 EN0830  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EN0830
 EN0830  HORZ ORDER  -  THIRD
 EN0830
 EN0830.The horizontal coordinates were established by classical geodetic methods
 EN0830.and adjusted by the National Geodetic Survey in February 1996..
 EN0830
 EN0830
 EN0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0830
 EN0830.The geoid height was determined by GEOID03.
 EN0830
 EN0830;                    North         East     Units Scale Factor Converg.
 EN0830;SPC TXNC     - 2,287,325.547   341,134.818   MT  1.00008278   -1 31 56.4
 EN0830;SPC TXNC     - 7,504,333.90  1,119,206.48   sFT  1.00008278   -1 31 56.4
 EN0830;SPC TX N     - 1,025,126.764   217,544.702   MT  1.00012512   +0 06 37.2
 EN0830;SPC TX N     - 3,363,270.06    713,727.91   sFT  1.00012512   +0 06 37.2
 EN0830;UTM  14      - 3,789,664.109   287,258.697   MT  1.00015792   -1 17 58.4
 EN0830
 EN0830                          SUPERSEDED SURVEY CONTROL
 EN0830
 EN0830  NAD 83(1993)-  34 13 34.79403(N)    101 18 34.58737(W) AD(       ) 4
 EN0830  NAD 83(1986)-  34 13 34.79808(N)    101 18 34.58336(W) AD(       ) 4
 EN0830  NAD 27      -  34 13 34.54379(N)    101 18 33.01437(W) AD(       ) 3
 EN0830
 EN0830.Superseded values are not recommended for survey control.
 EN0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0830.See file dsdata.txt to determine how the superseded data were derived.
 EN0830
 EN0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8725989664(NAD 83)
 EN0830_MARKER: 53 = ELEVATED TANK
 EN0830
 EN0830  HISTORY     - Date     Condition        Report By
 EN0830  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0830
 EN0830                          STATION DESCRIPTION
 EN0830
 EN0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0830'THE STATION IS THE CENTER OF THE TOP OF A 110 FOOT HIGH ELEVATED
 EN0830'TANK, PAINTED BLACK.  IT IS LOCATED IN SOUTH PLAINS, 0.2 MILE
 EN0830'NORTH-NORTHEAST OF THE RAILROAD CROSSING AND ABOUT 200 FEET
 EN0830'EAST OF STATE HIGHWAY 207.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6575 ***********************************************************************
 AW6575  DESIGNATION -  SOUTH SIDE HL P 1938
 AW6575  PID         -  AW6575
 AW6575  STATE/COUNTY-  TX/HARRIS
 AW6575  USGS QUAD   -  BELLAIRE (1995)
 AW6575
 AW6575                         *CURRENT SURVEY CONTROL
 AW6575  ___________________________________________________________________
 AW6575* NAD 83(1993)-  29 42 51.71823(N)    095 26 00.17134(W)     ADJUSTED  
 AW6575* NAVD 88     -        16.9    (meters)      55.     (feet)  VERTCON   
 AW6575  ___________________________________________________________________
 AW6575  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6575  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW6575
 AW6575  HORZ ORDER  -  FIRST
 AW6575
 AW6575.The horizontal coordinates were established by classical geodetic methods
 AW6575.and adjusted by the National Geodetic Survey in February 1996..
 AW6575
 AW6575.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6575
 AW6575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6575
 AW6575.The geoid height was determined by GEOID03.
 AW6575
 AW6575;                    North         East     Units Scale Factor Converg.
 AW6575;SPC TXSC     - 4,213,730.849   945,017.892   MT  0.99988510   +1 44 50.4
 AW6575;SPC TXSC     -13,824,548.63  3,100,446.20   sFT  0.99988510   +1 44 50.4
 AW6575;UTM  15      - 3,289,614.212   264,600.597   MT  1.00028376   -1 12 24.2
 AW6575
 AW6575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6575!SPC TXSC     -   1.00000164  x   0.99988510  =   0.99988674
 AW6575!UTM  15      -   1.00000164  x   1.00028376  =   1.00028540
 AW6575
 AW6575:                Primary Azimuth Mark                     Grid Az
 AW6575:SPC TXSC     -  RICE                                     079 54 57.3
 AW6575:UTM  15      -  RICE                                     082 52 11.9
 AW6575
 AW6575|---------------------------------------------------------------------|
 AW6575| PID    Reference Object                     Distance      Geod. Az  |
 AW6575|                                                           dddmmss.s |
 AW6575| AW6576 RICE                                APPROX. 3.4 KM 0813947.7 |
 AW6575|---------------------------------------------------------------------|
 AW6575
 AW6575                          SUPERSEDED SURVEY CONTROL
 AW6575
 AW6575  NAD 83(1986)-  29 42 51.73247(N)    095 26 00.15250(W) AD(       ) 1
 AW6575  NAD 27      -  29 42 50.90561(N)    095 25 59.36751(W) AD(       ) 1
 AW6575  NGVD 29 (07/19/86)   16.9    (m)           55.     (f) VERT ANG       
 AW6575
 AW6575.Superseded values are not recommended for survey control.
 AW6575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6575.See file dsdata.txt to determine how the superseded data were derived.
 AW6575
 AW6575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6460189614(NAD 83)
 AW6575_MARKER: DD = SURVEY DISK
 AW6575_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6575
 AW6575  HISTORY     - Date     Condition        Report By
 AW6575  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6575  HISTORY     - 1963     GOOD             CGS
 AW6575  HISTORY     - 1968     GOOD             CGS
 AW6575  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW6575
 AW6575                          STATION DESCRIPTION
 AW6575
 AW6575'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938 (JMC)
 AW6575'STATION IS LOCATED AT THE SOUTH SIDE PLACE WATER TANK ON
 AW6575'EDLOE STREET JUST SOUTH OF UNIVERSITY BLVD.  THE STATION
 AW6575'OCCUPIED IS ON THE CATWALK UNDER THE TANK, AND IS MARKED
 AW6575'BY A STANDARD H.L. AND P. BRONZE DISK STAMPED SOUTH SIDE-1938
 AW6575'BOLTED TO THE STEEL FLOOR, 4.9 FEET FROM THE NORTHWEST END
 AW6575'OF THE CATWALK AND 0.75 FOOT FROM THE NORTHEAST SIDE.  THE
 AW6575'GROUND POINT, DIRECTLY BELOW, IS MARKED BY A STANDARD H.L.
 AW6575'AND P. BRONZE DISK STAMPED SOUTH SIDE--1938 0.2 FOOT BELOW
 AW6575'THE SURFACE.  IT IS 11.52 FEET FROM THE NORTHWEST LEG, 20.06
 AW6575'FEET FROM THE NORTHEAST LEG, 29.33 FEET FROM THE SOUTHEAST
 AW6575'LEG, 23.70 FEET FROM THE SOUTHWEST LEG, AND 8.86 FEET FROM
 AW6575'THE STANDPIPE.
 AW6575
 AW6575                          STATION RECOVERY (1963)
 AW6575
 AW6575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6575'THE STATION WAS ESTABLISHED IN 1938 BY THE HOUSTON LIGHT AND POWER
 AW6575'CO., BUT HAS NOT BEEN PREVIOUSLY DESCRIBED BY C AND GS.
 AW6575'
 AW6575'A COMPLETE DESCRIPTION FOLLOWS--
 AW6575'
 AW6575'THE STATION IS IN THE SOUTHWEST PART OF HOUSTON, AT THE EDLOE FIRE
 AW6575'STATION, JUST SOUTH OF UNIVERSITY BOULEVARD AND EAST OF EDLOE STREET
 AW6575'AND BENEATH THE SOUTHSIDE PLACE WATER TANK.  THERE IS ANOTHER DISK
 AW6575'BOLTED TO THE CATWALK BELOW THE TANK BUT IN COLLIMATING THE TOP
 AW6575'DISK WAS FOUND TO BE ECCENTRIC AS SHOWN BELOW.
 AW6575'
 AW6575'THE GROUND STATION IS A HOUSTON LIGHT AND POWER CO. COPPER DISK
 AW6575'TWO INCHES IN DIAMETER STAMPED SOUTHSIDE 1938 BRAZED TO THE TOP OF
 AW6575'AN IRON PIPE THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 AW6575'MARK IS 11.52 FEET SOUTHEAST OF THE NORTHWEST LEG OF THE WATER
 AW6575'TANK, 20.06 FEET SOUTHWEST OF THE NORTHEAST LEG OF THE WATER TANK,
 AW6575'29.33 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE WATER TANK,
 AW6575'23.70 FEET NORTHEAST OF THE SOUTHWEST LEG OF THE WATER TANK AND
 AW6575'8.86 FEET WEST OF THE STANDPIPE.
 AW6575'
 AW6575'THE MARK ON THE CATWALK IS A HOUSTON LIGHT AND POWER CO. COPPER
 AW6575'DISK TWO INCHES IN DIAMETER STAMPED SOUTHSIDE 1938 BOLTED TO THE
 AW6575'FLOOR OF THE CATWALK.  THE MARK IS 4.9 FEET SOUTHEAST OF THE
 AW6575'NORTHWEST END OF THE CATWALK AND 0.75 FOOT SOUTHWEST OF THE
 AW6575'NORTHEAST SIDE OF THE CATWALK.
 AW6575'
 AW6575'NOTE--THE GROUND STATION WAS USED FOR ALL COMPUTATIONS.
 AW6575'
 AW6575'NOTE--NO REFERENCE MARKS OR AZIMUTH MARK FOR THIS STATION.
 AW6575
 AW6575                          STATION RECOVERY (1968)
 AW6575
 AW6575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6575'THIS STATION WAS RECOVERED AS DESCRIBED BY R. W. TOMLINSON IN
 AW6575'1963.
 AW6575
 AW6575                          STATION RECOVERY (1993)
 AW6575
 AW6575'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1149 ***********************************************************************
 CU1149  DESIGNATION -  SOUTHARD 2
 CU1149  PID         -  CU1149
 CU1149  STATE/COUNTY-  TX/DAWSON
 CU1149  USGS QUAD   -  SAND CREEK (1970)
 CU1149
 CU1149                         *CURRENT SURVEY CONTROL
 CU1149  ___________________________________________________________________
 CU1149* NAD 83(1993)-  32 44 30.07236(N)    101 44 16.90488(W)     ADJUSTED  
 CU1149* NAVD 88     -       891.5    (meters)    2925.     (feet)  VERTCON   
 CU1149  ___________________________________________________________________
 CU1149  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 CU1149  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CU1149
 CU1149  HORZ ORDER  -  FIRST
 CU1149
 CU1149.The horizontal coordinates were established by classical geodetic methods
 CU1149.and adjusted by the National Geodetic Survey in February 1996..
 CU1149
 CU1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1149
 CU1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1149
 CU1149.The geoid height was determined by GEOID03.
 CU1149
 CU1149;                    North         East     Units Scale Factor Converg.
 CU1149;SPC TXNC     - 2,123,885.050   296,599.354   MT  0.99988717   -1 45 57.6
 CU1149;SPC TXNC     - 6,968,112.87    973,093.05   sFT  0.99988717   -1 45 57.6
 CU1149;UTM  14      - 3,625,967.963   243,441.176   MT  1.00041171   -1 28 54.0
 CU1149
 CU1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1149!SPC TXNC     -   0.99986389  x   0.99988717  =   0.99975107
 CU1149!UTM  14      -   0.99986389  x   1.00041171  =   1.00027554
 CU1149
 CU1149|---------------------------------------------------------------------|
 CU1149| PID    Reference Object                     Distance      Geod. Az  |
 CU1149|                                                           dddmmss.s |
 CU1149| CI0530 SOUTHARD 2 RM 3                      15.350 METERS 06145     |
 CU1149| CI0528 SOUTHARD RM 1                                      0741021.1 |
 CU1149| CU1152 LAMESA FAA MICROWAVE                APPROX.14.8 KM 2203749.9 |
 CU1149| CU1162 LAMESA CABLE TV MAST                APPROX.21.2 KM 2625647.4 |
 CU1149| CI0531 SOUTHARD 2 RM 4                      22.476 METERS 26822     |
 CU1149|---------------------------------------------------------------------|
 CU1149
 CU1149                          SUPERSEDED SURVEY CONTROL
 CU1149
 CU1149  NAD 83(1986)-  32 44 30.07997(N)    101 44 16.89727(W) AD(       ) 1
 CU1149  NAD 27      -  32 44 29.70508(N)    101 44 15.38854(W) AD(       ) 1
 CU1149  NGVD 29 (07/19/86)  891.2    (m)         2924.     (f) VERT ANG       
 CU1149
 CU1149.Superseded values are not recommended for survey control.
 CU1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1149.See file dsdata.txt to determine how the superseded data were derived.
 CU1149
 CU1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB4344125968(NAD 83)
 CU1149_MARKER: DS = TRIANGULATION STATION DISK
 CU1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1149_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1149
 CU1149  HISTORY     - Date     Condition        Report By
 CU1149  HISTORY     - 1968     MONUMENTED       CGS
 CU1149
 CU1149                          STATION DESCRIPTION
 CU1149
 CU1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1149'STATION IS LOCATED ABOUT 17.0 MILES WEST-SOUTHWEST OF GAIL, AND
 CU1149'14.0 MILES EAST OF LAMESA AND IS ON THE SOUTH SIDE OF U.S. HIGHWAY
 CU1149'180.
 CU1149'
 CU1149'TO REACH FROM THE BORDEN COUNTY COURTHOUSE IN GAIL, GO WEST ON
 CU1149'U.S. HIGHWAY 180 FOR 7.4 MILES TO FARM ROAD 1054 ON THE
 CU1149'RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 7.0 MILES TO THE
 CU1149'BORDEN-DAWSON COUNTY LINE, CONTINUE WEST ON THE HIGHWAY FOR 2.8
 CU1149'MILES TO A SIDE ROAD RIGHT AT THE TOP OF THE HILL, (TO REACH THE
 CU1149'AZIMUTH MARK (REFERENCE MARK 1) TURN RIGHT, THEN SHARP RIGHT AND
 CU1149'GO EAST FOR 0.05 MILE TO THE MARK ON THE LEFT.) CONTINUE WEST ON
 CU1149'THE HIGHWAY FOR 0.35 MILE TO THE STATION ON THE LEFT IN THE
 CU1149'CENTER OF A DOUBLE DRIVEWAY LEADING TO A RANCH HOUSE.
 CU1149'
 CU1149'STATION MARK IS A STANDARD DISK, STAMPED SOUTHARD 2 1968, SET IN
 CU1149'THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND
 CU1149'SURFACE.  IT IS 66.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 CU1149'180, 31.0 FEET WEST OF THE CENTER OF A DRIVEWAY, 17.0 FEET EAST OF
 CU1149'THE CENTER OF A DRIVEWAY AND 17.0 FEET SOUTHWEST OF A TELEPHONE
 CU1149'POLE.
 CU1149'
 CU1149'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SOUTHARD 1932 NO
 CU1149'1, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 CU1149'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 63.0 FEET
 CU1149'NORTH OF THE CENTER OF A GRAVEL ROAD, 23.0 FEET SOUTH OF A FENCE
 CU1149'AND 2.0 FEET WEST OF A WITNESS POST.
 CU1149'
 CU1149'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SOUTHARD 2 NO 3
 CU1149'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH
 CU1149'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 54.0 FEET
 CU1149'SOUTH OF THE CENTER OF THE HIGHWAY, 17.0 FEET EAST OF A DRIVEWAY
 CU1149'AND 1.0 FOOT SOUTHEAST OF THE TELEPHONE POLE.
 CU1149'
 CU1149'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED SOUTHARD 2 NO 4
 CU1149'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH
 CU1149'PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS 52.0 FEET
 CU1149'WEST OF A DRIVEWAY, 50.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 CU1149'AND 1.0 FOOT NORTH OF A FENCE.
 CU1149'
 CU1149'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO OBSTRUCTIONS.
 CU1149'
 CU1149'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1465 ***********************************************************************
 AB1465  DESIGNATION -  SOUTHEAST 1913
 AB1465  PID         -  AB1465
 AB1465  STATE/COUNTY-  TX/KENEDY
 AB1465  USGS QUAD   -  POTRERO LOPENO SW (1975)
 AB1465
 AB1465                         *CURRENT SURVEY CONTROL
 AB1465  ___________________________________________________________________
 AB1465* NAD 83(1993)-  26 50 59.90127(N)    097 28 10.86931(W)     ADJUSTED  
 AB1465* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AB1465  ___________________________________________________________________
 AB1465  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AB1465  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AB1465
 AB1465  HORZ ORDER  -  THIRD
 AB1465
 AB1465.The horizontal coordinates were established by classical geodetic methods
 AB1465.and adjusted by the National Geodetic Survey in February 1996..
 AB1465
 AB1465.The orthometric height was scaled from a topographic map.
 AB1465
 AB1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1465
 AB1465.The geoid height was determined by GEOID03.
 AB1465
 AB1465;                    North         East     Units Scale Factor Converg.
 AB1465;SPC TX S     - 5,131,518.210   402,387.516   MT  0.99989825   +0 28 04.0
 AB1465;SPC TX S     -16,835,655.99  1,320,166.38   sFT  0.99989825   +0 28 04.0
 AB1465;UTM  14      - 2,970,735.709   652,042.149   MT  0.99988539   +0 41 28.7
 AB1465
 AB1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1465!SPC TX S     -   1.00000327  x   0.99989825  =   0.99990152
 AB1465!UTM  14      -   1.00000327  x   0.99988539  =   0.99988866
 AB1465
 AB1465:                Primary Azimuth Mark                     Grid Az
 AB1465:SPC TX S     -  NORWEST 1913                             078 28 12.8
 AB1465:UTM  14      -  NORWEST 1913                             078 14 48.1
 AB1465
 AB1465|---------------------------------------------------------------------|
 AB1465| PID    Reference Object                     Distance      Geod. Az  |
 AB1465|                                                           dddmmss.s |
 AB1465| AB1461 NORWEST 1913                        APPROX. 9.2 KM 0785616.8 |
 AB1465|---------------------------------------------------------------------|
 AB1465
 AB1465                          SUPERSEDED SURVEY CONTROL
 AB1465
 AB1465  NAD 83(1986)-  26 50 59.91801(N)    097 28 10.84012(W) AD(       ) 3
 AB1465  NAD 27      -  26 50 58.68800(N)    097 28 09.89000(W) AD(       ) 3
 AB1465
 AB1465.Superseded values are not recommended for survey control.
 AB1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1465.See file dsdata.txt to determine how the superseded data were derived.
 AB1465
 AB1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5204270736(NAD 83)
 AB1465_MARKER: DS = TRIANGULATION STATION DISK
 AB1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1465+STABILITY: SURFACE MOTION
 AB1465
 AB1465  HISTORY     - Date     Condition        Report By
 AB1465  HISTORY     - 1913     MONUMENTED       CGS
 AB1465  HISTORY     - 1938     MARK NOT FOUND   CGS
 AB1465  HISTORY     - 1948     GOOD             HUMBLE
 AB1465  HISTORY     - 1950     GOOD             CGS
 AB1465
 AB1465                          STATION DESCRIPTION
 AB1465
 AB1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1465'THE STATION IS ON THE MOST SOUTHEASTERLY ISLAND OF THE
 AB1465'GROUP KNOWN AS THE MESQUITES.  IT IS TOWARD THE SE POINT OF
 AB1465'THE ISLAND, AND ABOUT 300 METERS (984 FEET) FROM IT.  THE
 AB1465'LANE IS SANDY AND MODERATELY GRASSY IN THE VICINITY OF THE
 AB1465'STATION BUT NOT DISTINGUISHABLE BY ANY PROMINENCE.  THE
 AB1465'STATION IS MARKED BY A CEMENT POST WHICH IS 2-1/2 FEET LONG
 AB1465'AND 7-1/2 INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A
 AB1465'STANDARD DISK STATION MARK IS SET INTO THE CENTER OF THE TOP
 AB1465'OF THE COLUMN.  THE SUB-SURFACE MARK IS A NAIL OR SMALL
 AB1465'WOODEN PEG SET INTO A SMALL QUANTITY OF CEMENT, WHICH IS
 AB1465'6 INCHES BELOW THE CEMENT POST.  SIX INCHES OF SAND OR
 AB1465'EARTH SEPARATES THE SURFACE AND SUB-SURFACE MARKS.  THE TOP
 AB1465'OF THE SURFACE MARK PROJECTS ABOUT 6 INCHES ABOVE THE
 AB1465'GROUND.  THE DISTANCE TO E HIGH-WATER LINE IS 135 METERS
 AB1465'(443 FEET).
 AB1465
 AB1465                          STATION RECOVERY (1938)
 AB1465
 AB1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1465'THIS STATION WAS NOT VISITED BY THIS PARTY.  IT IS DIFFICULT
 AB1465'TO REACH BECAUSE OF THE MUD FLATS AROUND THE ISLANDS.
 AB1465'
 AB1465'THE STATION WAS FOUND BY THE U.S.E.D. IN 1932.  IT IS THOUGHT
 AB1465'THAT THE STATION CAN STILL BE RECOVERED UNLESS DISTURBED
 AB1465'BY OTHER THAN NATURAL CAUSES.
 AB1465'
 AB1465'A NEW STATION (MESQUITE) IS TO BE ESTABLISHED ABOUT 1-3/4
 AB1465'MILES N.
 AB1465
 AB1465                          STATION RECOVERY (1948)
 AB1465
 AB1465'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1948
 AB1465'THE STATION IS IN GOOD CONDITION AS DESCRIBED.  THIS STATION
 AB1465'CAN BE REACHED BY JEEP DURING MOST OF THE YEAR.
 AB1465
 AB1465                          STATION RECOVERY (1950)
 AB1465
 AB1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1465'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AB1465'IS ADEQUATE FOR THE AREA, EXCEPT THAT THE INTRACOASTAL WATERWAY
 AB1465'HAS BEEN COMPLETED AND THE STATION IS EASILY REACHED BY
 AB1465'BOAT, BEING APPROXIMATELY 0.4 MILE W OF THE WATERWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0672 ***********************************************************************
 DP0672  DESIGNATION -  SOUTHEAST LUBBOCK MUNICIPAL TK
 DP0672  PID         -  DP0672
 DP0672  STATE/COUNTY-  TX/LUBBOCK
 DP0672  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0672
 DP0672                         *CURRENT SURVEY CONTROL
 DP0672  ___________________________________________________________________
 DP0672* NAD 83(1993)-  33 34 47.52633(N)    101 50 01.86047(W)     ADJUSTED  
 DP0672* NAVD 88     -                                                        
 DP0672  ___________________________________________________________________
 DP0672  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 DP0672  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DP0672
 DP0672  HORZ ORDER  -  THIRD
 DP0672
 DP0672.The horizontal coordinates were established by classical geodetic methods
 DP0672.and adjusted by the National Geodetic Survey in February 1996..
 DP0672
 DP0672
 DP0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0672
 DP0672.The geoid height was determined by GEOID03.
 DP0672
 DP0672;                    North         East     Units Scale Factor Converg.
 DP0672;SPC TXNC     - 2,217,068.721   290,573.209   MT  0.99991501   -1 49 05.7
 DP0672;SPC TXNC     - 7,273,832.96    953,322.27   sFT  0.99991501   -1 49 05.7
 DP0672;UTM  14      - 3,719,173.649   236,976.804   MT  1.00045298   -1 34 05.9
 DP0672
 DP0672                          SUPERSEDED SURVEY CONTROL
 DP0672
 DP0672  NAD 83(1986)-  33 34 47.53411(N)    101 50 01.85159(W) AD(       ) 4
 DP0672  NAD 27      -  33 34 47.23000(N)    101 50 00.24600(W) AD(       ) 3
 DP0672
 DP0672.Superseded values are not recommended for survey control.
 DP0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0672.See file dsdata.txt to determine how the superseded data were derived.
 DP0672
 DP0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3697719174(NAD 83)
 DP0672_MARKER: 51 = TANK
 DP0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0672+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 DP0672
 DP0672  HISTORY     - Date     Condition        Report By
 DP0672  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0672  HISTORY     - 1975     GOOD             NGS
 DP0672  HISTORY     - 20030719 GOOD             USPSQD
 DP0672
 DP0672                          STATION DESCRIPTION
 DP0672
 DP0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 DP0672'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DP0672'
 DP0672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST SECTION
 DP0672'OF LUBBOCK
 DP0672
 DP0672                          STATION RECOVERY (2003)
 DP0672
 DP0672'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 DP0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2738 ***********************************************************************
 BY2738  DESIGNATION -  SOUTHERN
 BY2738  PID         -  BY2738
 BY2738  STATE/COUNTY-  TX/ANDERSON
 BY2738  USGS QUAD   -  NECHES (1982)
 BY2738
 BY2738                         *CURRENT SURVEY CONTROL
 BY2738  ___________________________________________________________________
 BY2738* NAD 83(1993)-  31 47 10.93648(N)    095 28 27.80541(W)     ADJUSTED  
 BY2738* NAVD 88     -       148.80   (+/-2cm)     488.2    (feet)  VERTCON   
 BY2738  ___________________________________________________________________
 BY2738  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BY2738  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY2738
 BY2738  HORZ ORDER  -  SECOND
 BY2738  VERT ORDER  -  THIRD ? (See Below)
 BY2738
 BY2738.The horizontal coordinates were established by classical geodetic methods
 BY2738.and adjusted by the National Geodetic Survey in February 1996..
 BY2738
 BY2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2738.The vertical order pertains to the NGVD 29 superseded value.
 BY2738
 BY2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2738
 BY2738.The geoid height was determined by GEOID03.
 BY2738
 BY2738;                    North         East     Units Scale Factor Converg.
 BY2738;SPC TX C     - 3,245,037.628 1,160,040.503   MT  0.99997539   +2 30 09.5
 BY2738;SPC TX C     -10,646,427.62  3,805,899.55   sFT  0.99997539   +2 30 09.5
 BY2738;UTM  15      - 3,519,422.881   265,707.669   MT  1.00027705   -1 18 14.4
 BY2738
 BY2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2738!SPC TX C     -   0.99998079  x   0.99997539  =   0.99995618
 BY2738!UTM  15      -   0.99998079  x   1.00027705  =   1.00025784
 BY2738
 BY2738|---------------------------------------------------------------------|
 BY2738| PID    Reference Object                     Distance      Geod. Az  |
 BY2738|                                                           dddmmss.s |
 BY2738| CV8391 SOUTHERN RM 1                        35.795 METERS 08311     |
 BY2738| CV8390 SOUTHERN AZ MK                                     1080453.7 |
 BY2738| CV8392 SOUTHERN RM 2                        31.010 METERS 17050     |
 BY2738|---------------------------------------------------------------------|
 BY2738
 BY2738                          SUPERSEDED SURVEY CONTROL
 BY2738
 BY2738  NAD 83(1986)-  31 47 10.94681(N)    095 28 27.79036(W) AD(       ) 2
 BY2738  NAD 27      -  31 47 10.33000(N)    095 28 26.96300(W) AD(       ) 2
 BY2738  NGVD 29 (07/19/86)  148.81   (m)          488.2    (f) LEVELING    3  
 BY2738
 BY2738.Superseded values are not recommended for survey control.
 BY2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2738.See file dsdata.txt to determine how the superseded data were derived.
 BY2738
 BY2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR6570819423(NAD 83)
 BY2738_MARKER: DS = TRIANGULATION STATION DISK
 BY2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2738
 BY2738  HISTORY     - Date     Condition        Report By
 BY2738  HISTORY     - 1942     MONUMENTED       CGS
 BY2738
 BY2738                          STATION DESCRIPTION
 BY2738
 BY2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2738'STATION IS ABOUT 10.5 MILES E OF PALESTINE, ON THE N SIDE
 BY2738'OF AN E-W ROAD AND ON LAND OWNED BY THE SOUTHERN PINES LUMBER
 BY2738'COMPANY.  IT IS 60 FEET N OF THE CENTER LINE OF AN E-W ROAD,
 BY2738'50 FEET N OF A BLAZED 6-INCH OAK TREE AND 7 FEET W OF A WHITE
 BY2738'REFERENCE POST.  IT IS STAMPED SOUTHERN 1942 AND PROJECTS
 BY2738'ABOUT 4 INCHES.
 BY2738'
 BY2738'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2738'BRONZE DISKS SET IN CONCRETE.
 BY2738'
 BY2738'REFERENCE MARK NO. 1 IS SE OF THE STATION, 18 FEET S OF THE
 BY2738'CENTER LINE OF AN E-W ROAD.  IT IS STAMPED SOUTHERN NO. 1,
 BY2738'1942 AND PROJECTS ABOUT 6 INCHES.
 BY2738'
 BY2738'REFERENCE MARK NO. 2 IS SW OF THE STATION, 12 FEET S OF THE
 BY2738'E-W ROAD.  IT IS STAMPED SOUTHERN NO. 2 1942 AND PROJECTS
 BY2738'ABOUT 6 INCHES.
 BY2738'
 BY2738'THE AZIMUTH MARK IS SSE OF THE STATION, 30 YARDS S OF A FARMHOUSE,
 BY2738'16 FEET NE OF AN 18-INCH OAK TREE, 16 FEET NW OF AN 18-INCH
 BY2738'OAK TREE AND 3.5 FEET W OF A WHITE REFERENCE POST.  IT IS
 BY2738'STAMPED SOUTHERN 1942 AND PROJECTS ABOUT 6 INCHES.
 BY2738'
 BY2738'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84
 BY2738'AND 287 AT THE SE EDGE OF PALESTINE, GO E ON U.S. HIGHWAY
 BY2738'84 FOR 10.35 MILES TO THE W GROCERY STORE ON THE LEFT AND
 BY2738'A T-ROAD LEFT, TURN LEFT, N, AND GO 1.7 MILES TO A FORKS, CONTINUE
 BY2738'STRAIGHT AHEAD AND GO 0.45 MILE TO A T-ROAD RIGHT, TURN RIGHT
 BY2738'AND GO 0.15 MILE TO A BLAZED OAK TREE ON THE LEFT AND STATION.
 BY2738'
 BY2738'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W 0.05 MILE TO
 BY2738'A DIM FARM ROAD LEFT, TURN SHARP LEFT AND FOLLOW FARM ROAD
 BY2738'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BY2738'
 BY2738'A 64-FOOT SIGNAL AT HAWS IS VISIBLE AT 77 FEET.
 BY2738'
 BY2738'A 90-FOOT SIGNAL AT BOLDON IS VISIBLE AT 77 FEET.
 BY2738'
 BY2738'A 90-FOOT SIGNAL AT CROCKETT IS VISIBLE AT 77 FEET.
 BY2738'
 BY2738'A 50-FOOT SIGNAL AT LANGSTON IS VISIBLE AT THE GROUND.
 BY2738'
 BY2738'A 90-FOOT SIGNAL AT CAMP IS VISIBLE AT 77 FEET.
 BY2738'
 BY2738'A 64-FOOT SIGNAL AT DAVENPORT IS VISIBLE AT 77 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1579 ***********************************************************************
 AE1579  DESIGNATION -  SOUTHLAND ORCHARDS NURSERY TK
 AE1579  PID         -  AE1579
 AE1579  STATE/COUNTY-  TX/HIDALGO
 AE1579  USGS QUAD   -  ALTON (1963)
 AE1579
 AE1579                         *CURRENT SURVEY CONTROL
 AE1579  ___________________________________________________________________
 AE1579* NAD 83(1993)-  26 15 46.41662(N)    098 16 40.09696(W)     ADJUSTED  
 AE1579* NAVD 88     -                                                        
 AE1579  ___________________________________________________________________
 AE1579  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AE1579  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE1579
 AE1579  HORZ ORDER  -  THIRD
 AE1579
 AE1579.The horizontal coordinates were established by classical geodetic methods
 AE1579.and adjusted by the National Geodetic Survey in February 1996..
 AE1579
 AE1579
 AE1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1579
 AE1579.The geoid height was determined by GEOID03.
 AE1579
 AE1579;                    North         East     Units Scale Factor Converg.
 AE1579;SPC TX S     - 5,066,078.054   322,195.419   MT  0.99997716   +0 06 03.2
 AE1579;SPC TX S     -16,620,957.75  1,057,069.47   sFT  0.99997716   +0 06 03.2
 AE1579;UTM  14      - 2,904,999.279   572,115.162   MT  0.99966421   +0 19 10.5
 AE1579
 AE1579                          SUPERSEDED SURVEY CONTROL
 AE1579
 AE1579  NAD 83(1986)-  26 15 46.42237(N)    098 16 40.06169(W) AD(       ) 4
 AE1579  NAD 27      -  26 15 45.16225(N)    098 16 39.00995(W) AD(       ) 3
 AE1579
 AE1579.Superseded values are not recommended for survey control.
 AE1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1579.See file dsdata.txt to determine how the superseded data were derived.
 AE1579
 AE1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7211504999(NAD 83)
 AE1579_MARKER: 53 = ELEVATED TANK
 AE1579
 AE1579  HISTORY     - Date     Condition        Report By
 AE1579  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1579  HISTORY     - 1959     GOOD             CGS
 AE1579
 AE1579                          STATION DESCRIPTION
 AE1579
 AE1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1579'POINT OBSERVED UPON WAS FINIAL OF LARGE SILVER WATER TANK
 AE1579'OF THE SOUTHLAND ORCHARDS AND NURSERIES INCORPORATED.  TANK
 AE1579'IS LOCATED 2 MILES E OF MISSION AND 3 MILES N.
 AE1579'
 AE1579'STATION OBSERVED FROM PALM, EDIN AND CANAL.
 AE1579
 AE1579                          STATION RECOVERY (1959)
 AE1579
 AE1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 AE1579'THIS INTERSECTION STATION LISTED AS ABOVE IN G.PS IS DESCRIBED
 AE1579'IN DESCRIPTIONS OF TRIANGULATION STATIONS AS COUNTY TANK.
 AE1579'TANK IS NOT VERY LARGE IN SIZE, ABOUT 75 FEET HIGH AND
 AE1579'SUPPORTED BY 4 STEEL LEGS.  STRUCTURE IS PAINTED SILVER AND
 AE1579'WAS ERECTED IN 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1367 ***********************************************************************
 AB1367  DESIGNATION -  SOUTHMOST
 AB1367  PID         -  AB1367
 AB1367  STATE/COUNTY-  TX/CAMERON
 AB1367  USGS QUAD   -  SOUTHMOST (1955)
 AB1367
 AB1367                         *CURRENT SURVEY CONTROL
 AB1367  ___________________________________________________________________
 AB1367* NAD 83(1993)-  25 51 46.05278(N)    097 23 28.21594(W)     ADJUSTED  
 AB1367* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1367  ___________________________________________________________________
 AB1367  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 AB1367  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 AB1367
 AB1367  HORZ ORDER  -  THIRD
 AB1367
 AB1367.The horizontal coordinates were established by classical geodetic methods
 AB1367.and adjusted by the National Geodetic Survey in February 1996..
 AB1367
 AB1367.The orthometric height was scaled from a topographic map.
 AB1367
 AB1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1367
 AB1367.The geoid height was determined by GEOID03.
 AB1367
 AB1367;                    North         East     Units Scale Factor Converg.
 AB1367;SPC TX S     - 5,022,218.717   411,150.677   MT  1.00009042   +0 30 12.3
 AB1367;SPC TX S     -16,477,062.57  1,348,916.85   sFT  1.00009042   +0 30 12.3
 AB1367;UTM  14      - 2,861,476.578   661,207.635   MT  0.99992089   +0 42 07.0
 AB1367
 AB1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1367!SPC TX S     -   1.00000261  x   1.00009042  =   1.00009303
 AB1367!UTM  14      -   1.00000261  x   0.99992089  =   0.99992350
 AB1367
 AB1367|---------------------------------------------------------------------|
 AB1367| PID    Reference Object                     Distance      Geod. Az  |
 AB1367|                                                           dddmmss.s |
 AB1367| CV3468 SOUTHMOST RM 1                       23.234 METERS 11824     |
 AB1367| AB1369 BROWNSVILLE LONG STA                APPROX.10.8 KM 2914333.2 |
 AB1367| AB0121 Q 44                                               3081436.9 |
 AB1367| CV3469 SOUTHMOST RM 2                       18.008 METERS 34258     |
 AB1367|---------------------------------------------------------------------|
 AB1367
 AB1367                          SUPERSEDED SURVEY CONTROL
 AB1367
 AB1367  NAD 83(1986)-  25 51 46.06152(N)    097 23 28.16567(W) AD(       ) 3
 AB1367  NAD 27      -  25 51 44.77200(N)    097 23 27.23300(W) AD(       ) 3
 AB1367
 AB1367.Superseded values are not recommended for survey control.
 AB1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1367.See file dsdata.txt to determine how the superseded data were derived.
 AB1367
 AB1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6120861477(NAD 83)
 AB1367_MARKER: DS = TRIANGULATION STATION DISK
 AB1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1367
 AB1367  HISTORY     - Date     Condition        Report By
 AB1367  HISTORY     - 1947     MONUMENTED       CGS
 AB1367  HISTORY     - 1950     GOOD             CGS
 AB1367  HISTORY     - 1978     MARK NOT FOUND   NGS
 AB1367  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AB1367
 AB1367                          STATION DESCRIPTION
 AB1367
 AB1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1367'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF BROWNSVILLE
 AB1367'AT THE END OF THE PAVEMENT OF THE SOUTHMOST HIGHWAY.  IT IS 75
 AB1367'FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 75 FEET EAST
 AB1367'OF THE CENTER OF A DIRT ROAD.  THE MARK PROJECTS 4 INCHES
 AB1367'AND THE DISK IS STAMPED SOUTHMOST 1947.
 AB1367'
 AB1367'REFERENCE MARK NO. 1 IS 76.22 FEET SOUTHEAST OF THE STATION.
 AB1367'IT IS 20 FEET NORTH OF THE CENTER OF A ROAD AND IN A FENCELINE.
 AB1367'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SOUTHMOST
 AB1367'NO 1 1947.
 AB1367'
 AB1367'REFERENCE MARK NO. 2 IS 59.08 FEET NORTHWEST OF STATION.
 AB1367'IT IS 75 FEET EAST OF THE CENTER OF A ROAD AND IN A FENCELINE.
 AB1367'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SOUTHMOST
 AB1367'NO 2 1947.
 AB1367'
 AB1367'Q 44 IS 0.2 MILE NORTH OF THE STATION.  IT IS 25 FEET EAST
 AB1367'OF THE CENTER OF A PAVED ROAD AND IN THE HEADWALL OF A CONCRETE
 AB1367'CULVERT.  IT IS A CAMERON COUNTY BENCH MARK DISK STAMPED
 AB1367'Q 44 19.26.
 AB1367'
 AB1367'TO REACH THE STATION FROM THE NORTH END OF THE GATEWAY
 AB1367'BRIDGE IN BROWNSVILLE, GO NORTHEAST ON STATE HIGHWAY 4 FOR
 AB1367'1.4 MILES TO THE INTERSECTION OF SOUTHMOST HIGHWAY ON THE
 AB1367'RIGHT, TURN RIGHT AND GO SOUTHEAST FOR 7.7 MILES TO THE AZIMUTH
 AB1367'MARK ON THE LEFT, CONTINUE FOR 0.2 MILE TO THE STATION ON THE
 AB1367'LEFT AS DESCRIBED.
 AB1367'
 AB1367'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB1367
 AB1367                          STATION RECOVERY (1950)
 AB1367
 AB1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1367'STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 AB1367'AZIMUTH MARK, RECOVERED IN GOOD CONDITION.  DESCRIPTION
 AB1367'BY R.C.B. IN 1947 COMPLETE AND ADEQUATE EXCEPT FOR THE FOLLOWING
 AB1367'DELETION AND ADDITIONS--THE FENCES ARE GONE.  THE STATION
 AB1367'IS APPROXIMATELY 400 FT. BEYOND THE END OF THE PAVEMENT
 AB1367'AND 2 FT. W. OF A WOOD WITNESS POST.
 AB1367
 AB1367                          STATION RECOVERY (1978)
 AB1367
 AB1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 AB1367'NEITHER THE STATION NOR ITS RMS WERE FOUND AND SHOULD BE CONSIDERED
 AB1367'DESTROYED.  THE RAILROAD THAT USED TO PASS BY IT HAS BEEN REMOVED.
 AB1367'
 AB1367'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SE OF
 AB1367'BROWNSVILLE.
 AB1367
 AB1367                          STATION RECOVERY (1991)
 AB1367
 AB1367'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5460 ***********************************************************************
 AW5460  SACS        -  This is a Secondary Airport Control Station.
 AW5460  DESIGNATION -  SOUTHPORT
 AW5460  PID         -  AW5460
 AW5460  STATE/COUNTY-  TX/FORT BEND
 AW5460  USGS QUAD   -  ALMEDA (1995)
 AW5460
 AW5460                         *CURRENT SURVEY CONTROL
 AW5460  ___________________________________________________________________
 AW5460* NAD 83(1993)-  29 30 21.51886(N)    095 28 09.40892(W)     ADJUSTED  
 AW5460* NAVD 88     -        19.357  (meters)      63.51   (feet)  ADJUSTED  
 AW5460  ___________________________________________________________________
 AW5460  X           -    -529,499.005 (meters)                     COMP
 AW5460  Y           -  -5,530,134.441 (meters)                     COMP
 AW5460  Z           -   3,122,827.537 (meters)                     COMP
 AW5460  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW5460  ELLIP HEIGHT-          -7.81  (meters)          (01/26/01) GPS OBS
 AW5460  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW5460  DYNAMIC HT  -          19.330 (meters)      63.42  (feet)  COMP
 AW5460  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 AW5460
 AW5460  HORZ ORDER  -  FIRST
 AW5460  VERT ORDER  -  FIRST     CLASS II
 AW5460  ELLP ORDER  -  FIFTH     CLASS I
 AW5460
 AW5460.This mark is at Houston-Southwest (AXH) Airport (AXH)
 AW5460
 AW5460.The horizontal coordinates were established by GPS observations
 AW5460.and adjusted by the National Geodetic Survey in January 1997..
 AW5460
 AW5460.The orthometric height was determined by differential leveling
 AW5460.and adjusted by the National Geodetic Survey in June 1991..
 AW5460
 AW5460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5460
 AW5460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5460
 AW5460.The ellipsoidal height was determined by GPS observations
 AW5460.and is referenced to NAD 83.
 AW5460
 AW5460.The geoid height was determined by GEOID03.
 AW5460
 AW5460.The dynamic height is computed by dividing the NAVD 88
 AW5460.geopotential number by the normal gravity value computed on the
 AW5460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5460.degrees latitude (g = 980.6199 gals.).
 AW5460
 AW5460.The modeled gravity was interpolated from observed gravity values.
 AW5460
 AW5460;                    North         East     Units Scale Factor Converg.
 AW5460;SPC TXSC     - 4,190,539.846   942,243.381   MT  0.99986768   +1 43 47.1
 AW5460;SPC TXSC     -13,748,462.81  3,091,343.49   sFT  0.99986768   +1 43 47.1
 AW5460;UTM  15      - 3,266,587.079   260,634.469   MT  1.00030703   -1 13 00.2
 AW5460
 AW5460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5460!SPC TXSC     -   1.00000123  x   0.99986768  =   0.99986891
 AW5460!UTM  15      -   1.00000123  x   1.00030703  =   1.00030826
 AW5460
 AW5460:                Primary Azimuth Mark                     Grid Az
 AW5460:SPC TXSC     -  SOUTHPORT AZ MK                          272 28 34.2
 AW5460:UTM  15      -  SOUTHPORT AZ MK                          275 25 21.5
 AW5460
 AW5460|---------------------------------------------------------------------|
 AW5460| PID    Reference Object                     Distance      Geod. Az  |
 AW5460|                                                           dddmmss.s |
 AW5460| AW5461 SOUTHPORT AZ MK                     APPROX. 1.1 KM 2741221.3 |
 AW5460|---------------------------------------------------------------------|
 AW5460
 AW5460                          SUPERSEDED SURVEY CONTROL
 AW5460
 AW5460  ELLIP H (01/10/97)   -7.71   (m)                       GP(       ) 5 1
 AW5460  NAD 83(1993)-  29 30 21.52267(N)    095 28 09.41163(W) AD(       ) 3
 AW5460  ELLIP H (02/16/96)   -7.72   (m)                       GP(       ) 5 1
 AW5460  NAD 83(1986)-  29 30 21.53723(N)    095 28 09.39311(W) AD(       ) 3
 AW5460  NAD 83(1986)-  29 30 21.53764(N)    095 28 09.39217(W) AD(       ) 3
 AW5460  NAVD 88 (01/10/97)   19.36   (m)           63.5    (f) LEVELING    3  
 AW5460  NGVD 29 (12/23/87)   19.353  (m)           63.49   (f) ADJUSTED    1 2
 AW5460
 AW5460.Superseded values are not recommended for survey control.
 AW5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5460.See file dsdata.txt to determine how the superseded data were derived.
 AW5460
 AW5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6063466587(NAD 83)
 AW5460_MARKER: I = METAL ROD
 AW5460_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5460_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5460_STAMPING: SOUTHPORT 1986
 AW5460_MARK LOGO: NGS   
 AW5460_PROJECTION: RECESSED 8 CENTIMETERS
 AW5460_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5460+STABILITY: POSITION/ELEVATION WELL
 AW5460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5460+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 AW5460_ROD/PIPE-DEPTH: 12   meters
 AW5460_SLEEVE-DEPTH  : 6 meters
 AW5460
 AW5460  HISTORY     - Date     Condition        Report By
 AW5460  HISTORY     - 1986     MONUMENTED       NGS
 AW5460  HISTORY     - 1987     GOOD             NGS
 AW5460  HISTORY     - 19941205 GOOD             NGS
 AW5460  HISTORY     - 19991120 GOOD             USPSQD
 AW5460  HISTORY     - 20040423 GOOD             LJA
 AW5460  HISTORY     - 20060322 GOOD             LJA
 AW5460
 AW5460                          STATION DESCRIPTION
 AW5460
 AW5460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5460'0.8 KM (0.5 MI) WEST FROM ARCOLA.
 AW5460'0.8 KM (0.5 MI) WEST ALONG MCKEEVER ROAD FROM THE JUNCTION OF STATE
 AW5460'HIGHWAY 6 AND FM ROAD 521 IN ARCOLA, THENCE 0.10 KM (0.06 MI) SOUTH
 AW5460'ALONG A PAVED LANE ON THE EAST END OF HOUSTON SOUTHWEST AIRPORT TO A
 AW5460'GATE ON THE RIGHT (WEST), THENCE 0.10 KM (0.06 MI) WEST ALONG THE MAIN
 AW5460'TAXIWAY OF THE AIRPORT TO THE FIRST CROSS TAXIWAY, BETWEEN THE MAIN
 AW5460'TAXIWAY AND THE MAIN RUNWAY, 44.2 METERS (145 FT) SOUTH-SOUTHWEST OF
 AW5460'THE SOUTHEAST CORNER OF THE SKYHAWK AVIATION HANGAR, 16.8 METERS
 AW5460'(55.0 FT) WEST OF THE CROSS TAXI WAY, 10.7 METERS (35.0 FT) SOUTH OF
 AW5460'THE MAIN TAXIWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5460'LOGO CAP.
 AW5460'THE MARK IS 0.3 METERS  E FROM  A 1 FT TALL WITNESS POST
 AW5460'THE MARK IS 0.6 M BELOW THE TAXI WAYS.
 AW5460
 AW5460                          STATION RECOVERY (1987)
 AW5460
 AW5460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5460'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI)
 AW5460'SOUTH-SOUTHWEST OF HOUSTON, 0.8 KM (0.5 MI) WEST OF ARCOLA AND AT
 AW5460'THE HOUSTON SOUTHWEST AIRPORT NEAR THE END OF RUNWAY 28.
 AW5460'OWNERSHIP--JAMIE GRIFFITH, C/O MELVIN BRECKER, AIRPORT MANAGER, 503
 AW5460'MCKEEVER ROAD, ARCOLA TX 77583, PHONE 713-431-2581.
 AW5460'
 AW5460'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND FARM
 AW5460'ROAD 521 IN ARCOLA, GO NORTHWEST ON STATE HIGHWAY 6 FOR 0.1 KM
 AW5460'(0.05 MI) TO MCKEEVER ROAD ON THE LEFT.  TURN LEFT AND GO 0.6 KM
 AW5460'(0.35 MI) TO THE ENTRANCE TO THE AIRPORT ON THE LEFT AND A GATE.
 AW5460'TURN LEFT THRU THE GATE (THE YEAR IS THE COMBINATION) FOR 0.2 KM
 AW5460'(0.1 MI) TO A GATE ON THE RIGHT.  PASS THRU THE GATE AND GO
 AW5460'WEST-SOUTHWEST FOR 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT IN
 AW5460'GRASS AREA BETWEEN THE TAXIWAY AND THE RUNWAY.
 AW5460'
 AW5460'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5460'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW5460'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5460'LOGO CAP STAMPED---SOUTHPORT 1986---, THE ROD IS RECESSED 8 CM
 AW5460'BELOW THE GROUND SURFACE.  LOCATED 44.5 METERS (146.0 FT)
 AW5460'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SKYHAWK AVIATION
 AW5460'HANGAR, 37.2 METERS (122.0 FT) NORTH FROM THE CENTERLINE OF THE
 AW5460'RUNWAY, 17.4 METERS (57.1 FT) WEST FROM THE CENTERLINE OF THE
 AW5460'CONNECTOR, 11.2 METERS (36.7 FT) SOUTH FROM THE CENTERLINE OF
 AW5460'TAXIWAY, 5.8 METERS (19.0 FT) SOUTHWEST OF A TAXI LIGHT AND 0.3
 AW5460'METER (1.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 AW5460'
 AW5460'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AW5460'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 AW5460'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 AW5460'WITH A LOGO CAP STAMPED---SOUTHPORT AZ MK 1986---, THE ROD IS
 AW5460'RECESSED 8 CM BELOW THE GROUND SURFACE.  LOCATED 36.7 METERS (120.4
 AW5460'FT) NORTH FROM THE CENTERLINE OF RUNWAY, 20.6 METERS (67.6 FT) EAST
 AW5460'OF THE CENTERLINE OF CROSSOVER, 12.1 METERS (39.7 FT) SOUTH FROM
 AW5460'THE CENTERLINE OF TAXIWAY, 8.3 METERS (27.2 FT) NORTH FROM THE EAST
 AW5460'END OF A CONCRETE CULVERT AND 0.3 METER (1.0 FT) EAST FROM A
 AW5460'FIBERGLASS WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 AW5460'GO WESTERLY ON THE TAXIWAY FOR 1.0 KM (0.6 MI) TO THE MARK ON THE
 AW5460'LEFT ON THE EAST SIDE OF A CROSSOVER AND IN LINE WITH THE WEST END
 AW5460'OF A CHAINLINK FENCE AROUND A NATURAL GAS PUMPING STATION.
 AW5460'
 AW5460'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW5460'
 AW5460'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5460'
 AW5460'DESCRIBED BY B.L. LAMBERT.
 AW5460
 AW5460                          STATION RECOVERY (1994)
 AW5460
 AW5460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW5460'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENTS.  THE STATION IS
 AW5460'LOCATED 129.6 FT (39.5 M) NORTHWEST OF EASTERN MOST RUNWAY END 27
 AW5460'APPROACH LIGHT, 59.2 FT (18.0 M) NORTH OF THE 1ST RUNWAY LIGHT FOR END
 AW5460'27, 57.0 FT (17.4 M) WEST OF THE CENTERLINE RUNWAY END 27 TAXIWAY,
 AW5460'37.5 FT (11.4 M) SOUTH OF THE CENTERLINE OF PARALLEL TAXIWAY, AND 9.8
 AW5460'FT (3.0 M) NORTH FROM A CARSONITE WITNESS POST.
 AW5460
 AW5460                          STATION RECOVERY (1999)
 AW5460
 AW5460'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5460'RECOVERED IN GOOD CONDITION.
 AW5460
 AW5460                          STATION RECOVERY (2004)
 AW5460
 AW5460'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AW5460'RECOVERED IN GOOD CONDITION.
 AW5460
 AW5460                          STATION RECOVERY (2006)
 AW5460
 AW5460'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2006 (RHC)
 AW5460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5461 ***********************************************************************
 AW5461  PACS        -  This is a Primary Airport Control Station.
 AW5461  DESIGNATION -  SOUTHPORT AZ MK
 AW5461  PID         -  AW5461
 AW5461  STATE/COUNTY-  TX/FORT BEND
 AW5461  USGS QUAD   -  ALMEDA (1995)
 AW5461
 AW5461                         *CURRENT SURVEY CONTROL
 AW5461  ___________________________________________________________________
 AW5461* NAD 83(1993)-  29 30 24.03733(N)    095 28 48.58438(W)     ADJUSTED  
 AW5461* NAVD 88     -        19.613  (meters)      64.35   (feet)  ADJUSTED  
 AW5461  ___________________________________________________________________
 AW5461  X           -    -530,545.697 (meters)                     COMP
 AW5461  Y           -  -5,529,995.983 (meters)                     COMP
 AW5461  Z           -   3,122,895.152 (meters)                     COMP
 AW5461  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW5461  ELLIP HEIGHT-          -7.55  (meters)          (10/24/00) GPS OBS
 AW5461  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW5461  DYNAMIC HT  -          19.586 (meters)      64.26  (feet)  COMP
 AW5461  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 AW5461
 AW5461  HORZ ORDER  -  B
 AW5461  VERT ORDER  -  FIRST     CLASS II
 AW5461  ELLP ORDER  -  FOURTH    CLASS II
 AW5461
 AW5461.This mark is at Houston-Southwest (AXH) Airport (AXH)
 AW5461
 AW5461.The horizontal coordinates were established by GPS observations
 AW5461.and adjusted by the National Geodetic Survey in February 1996..
 AW5461
 AW5461.The orthometric height was determined by differential leveling
 AW5461.and adjusted by the National Geodetic Survey in June 1991..
 AW5461
 AW5461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5461
 AW5461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5461
 AW5461.The ellipsoidal height was determined by GPS observations
 AW5461.and is referenced to NAD 83.
 AW5461
 AW5461.The geoid height was determined by GEOID03.
 AW5461
 AW5461.The dynamic height is computed by dividing the NAVD 88
 AW5461.geopotential number by the normal gravity value computed on the
 AW5461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5461.degrees latitude (g = 980.6199 gals.).
 AW5461
 AW5461.The modeled gravity was interpolated from observed gravity values.
 AW5461
 AW5461;                    North         East     Units Scale Factor Converg.
 AW5461;SPC TXSC     - 4,190,585.548   941,186.535   MT  0.99986772   +1 43 27.9
 AW5461;SPC TXSC     -13,748,612.75  3,087,876.16   sFT  0.99986772   +1 43 27.9
 AW5461;UTM  15      - 3,266,687.091   259,580.903   MT  1.00031326   -1 13 19.7
 AW5461
 AW5461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5461!SPC TXSC     -   1.00000119  x   0.99986772  =   0.99986891
 AW5461!UTM  15      -   1.00000119  x   1.00031326  =   1.00031445
 AW5461
 AW5461:                Primary Azimuth Mark                     Grid Az
 AW5461:SPC TXSC     -  SOUTHPORT                                092 28 34.1
 AW5461:UTM  15      -  SOUTHPORT                                095 25 21.7
 AW5461
 AW5461|---------------------------------------------------------------------|
 AW5461| PID    Reference Object                     Distance      Geod. Az  |
 AW5461|                                                           dddmmss.s |
 AW5461| AW5460 SOUTHPORT                           APPROX. 1.1 KM 0941202.0 |
 AW5461| AB9753 AXH A                               444.651 METERS 2571630.6 |
 AW5461|---------------------------------------------------------------------|
 AW5461
 AW5461                          SUPERSEDED SURVEY CONTROL
 AW5461
 AW5461  ELLIP H (02/20/96)   -7.45   (m)                       GP(       ) 3 2
 AW5461  NAD 83(1993)-  29 30 24.04091(N)    095 28 48.58850(W) AD(       ) 3
 AW5461  ELLIP H (02/16/96)   -7.48   (m)                       GP(       ) 5 1
 AW5461  ELLIP H (01/21/93)   -7.54   (m)                       GP(       ) 4 2
 AW5461  NAD 83(1986)-  29 30 24.05548(N)    095 28 48.57006(W) AD(       ) 3
 AW5461  NAD 83(1986)-  29 30 24.05546(N)    095 28 48.57066(W) AD(       ) 3
 AW5461  NAVD 88 (02/20/96)   19.61   (m)           64.3    (f) LEVELING    3  
 AW5461  NGVD 29 (12/23/87)   19.609  (m)           64.33   (f) ADJUSTED    1 2
 AW5461
 AW5461.Superseded values are not recommended for survey control.
 AW5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5461.See file dsdata.txt to determine how the superseded data were derived.
 AW5461
 AW5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5958166687(NAD 83)
 AW5461_MARKER: I = METAL ROD
 AW5461_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5461_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5461_STAMPING: SOUTHPORT AZ MK 1986
 AW5461_MARK LOGO: NGS   
 AW5461_PROJECTION: RECESSED 5 CENTIMETERS
 AW5461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5461+STABILITY: POSITION/ELEVATION WELL
 AW5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5461+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AW5461_ROD/PIPE-DEPTH: 12   meters
 AW5461_SLEEVE-DEPTH  : 6 meters
 AW5461
 AW5461  HISTORY     - Date     Condition        Report By
 AW5461  HISTORY     - 1986     MONUMENTED       NGS
 AW5461  HISTORY     - 1987     GOOD             NGS
 AW5461  HISTORY     - 19941205 GOOD             NGS
 AW5461  HISTORY     - 19991120 GOOD             USPSQD
 AW5461  HISTORY     - 20040626 GOOD             USPSQD
 AW5461  HISTORY     - 20050707 GOOD             USPSQD
 AW5461
 AW5461                          STATION DESCRIPTION
 AW5461
 AW5461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5461'2.1 KM (1.3 MI) WEST FROM ARCOLA.
 AW5461'0.8 KM (0.5 MI) WEST ALONG MCKEEVER ROAD FROM THE JUNCTION OF STATE
 AW5461'HIGHWAY 6 AND FM ROAD 521 IN ARCOLA, THENCE 0.10 KM (0.06 MI) SOUTH
 AW5461'ALONG A PAVED LANE ON THE EAST END OF HOUSTON SOUTHWEST AIRPORT,
 AW5461'THENCE 1.2 KM (0.7 MI) WEST THROUGH A GATE AND ALONG THE MAIN TAXI WAY
 AW5461'TO THE THIRD ONE OF FOUR CROSS TAXI WAYS, ALSO 1.35 KM (0.8 MI) WEST
 AW5461'ALONG MCKEEVER ROAD FROM THE JUNCTION OF STATE HIGHWAY 6 AND FM ROAD
 AW5461'521 IN ARCOLA, THENCE 0.10 KM (0.06 MI) SOUTH AND ACROSS A FENCE, IN
 AW5461'LINE WITH THE WEST FACE OF A FENCE AROUND AN UNDERGROUND GAS DUMP,
 AW5461'19.5 METERS (64.0 FT) SOUTH OF THE CENTERLINE OF THE MAIN TAXI WAY,
 AW5461'11.3 METERS (37.0 FT) WEST OF THE CENTERLINE OF THE THIRD CROSS TAXI
 AW5461'WAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5461'THE MARK IS 0.3 METERS  W FROM  A 1 FT TALL WITNESS POST
 AW5461'THE MARK IS 1.0 M BELOW THE TAXI WAYS.
 AW5461
 AW5461                          STATION RECOVERY (1987)
 AW5461
 AW5461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5461'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI)
 AW5461'SOUTH-SOUTHWEST OF HOUSTON, 0.8 KM (0.5 MI) WEST OF ARCOLA AND AT
 AW5461'THE SOUTHWEST AIRPORT.
 AW5461'OWNERSHIP--JAMIE GRIFFITH, C/O MELVIN BRECKER, AIRPORT MANAGER, 503
 AW5461'MCKEEVER ROAD, ARCOLA TX 77583, PHONE 713-431-2581.
 AW5461'
 AW5461'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND FARM
 AW5461'ROAD 521 IN ARCOLA, GO NORTHWEST ON STATE HIGHWAY 6 FOR 0.1 KM
 AW5461'(0.05 MI) TO MCKEEVER ROAD ON THE LEFT.  TURN LEFT AND GO 0.6 KM
 AW5461'(0.35 MI) TO THE ENTRANCE TO THE AIRPORT ON THE LEFT AND A GATE.
 AW5461'TURN LEFT THRU THE GATE (THE YEAR IS THE COMBINATION) FOR 0.2 KM
 AW5461'(0.1 MI) TO A GATE ON THE RIGHT.  PASS THRU THE GATE AND GO
 AW5461'WESTERLY ON TAXIWAY FOR 0.8 KM (0.5 MI) TO THE MARK ON THE LEFT.
 AW5461'
 AW5461'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5461'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW5461'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5461'LOGO CAP STAMPED---SOUTHPORT AZ MK 1986---, THE ROD IS RECESSED 8
 AW5461'CM BELOW THE GROUND SURFACE.  LOCATED 36.7 METERS (120.4 FT)
 AW5461'NORTH FROM THE CENTERLINE OF THE RUNWAY, 20.6 METERS (67.6 FT) EAST
 AW5461'OF THE CENTERLINE OF CROSSOVER, 12.1 METERS (39.7 FT) SOUTH FROM
 AW5461'THE CENTERLINE OF THE TAXIWAY, 8.3 METERS (27.2 FT) NORTH FROM THE
 AW5461'EAST END OF A CONCRETE CULVERT AND 0.3 METER (1.0 FT) EAST FROM A
 AW5461'FIBERGLASS WITNESS POST.
 AW5461'
 AW5461'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW5461'
 AW5461'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5461'
 AW5461'DESCRIBED BY B.L. LAMBERT.
 AW5461
 AW5461                          STATION RECOVERY (1994)
 AW5461
 AW5461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW5461'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENT.  THE STATION IS
 AW5461'LOCATED 0.72 MI (1.16 KM) WEST OF ENTRANCE GATE TO AIRFIELD, AND 7.6
 AW5461'FT (2.3 M) NORTH OF A CARSONITE WITNESS POST.  THIS IS A PAC STATION.
 AW5461
 AW5461                          STATION RECOVERY (1999)
 AW5461
 AW5461'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5461'RECOVERED IN GOOD CONDITION.
 AW5461
 AW5461                          STATION RECOVERY (2004)
 AW5461
 AW5461'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5461'RECOVERED IN GOOD CONDITION.
 AW5461
 AW5461                          STATION RECOVERY (2005)
 AW5461
 AW5461'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1847 ***********************************************************************
 AY1847  DESIGNATION -  SOUTHTON SAN ANTON COT MILL TK
 AY1847  PID         -  AY1847
 AY1847  STATE/COUNTY-  TX/BEXAR
 AY1847  USGS QUAD   -  SOUTHTON (1992)
 AY1847
 AY1847                         *CURRENT SURVEY CONTROL
 AY1847  ___________________________________________________________________
 AY1847* NAD 83(1993)-  29 18 02.89121(N)    098 25 48.52064(W)     ADJUSTED  
 AY1847* NAVD 88     -                                                        
 AY1847  ___________________________________________________________________
 AY1847  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AY1847  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AY1847
 AY1847  HORZ ORDER  -  THIRD
 AY1847
 AY1847.The horizontal coordinates were established by classical geodetic methods
 AY1847.and adjusted by the National Geodetic Survey in February 1996..
 AY1847
 AY1847
 AY1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1847
 AY1847.The geoid height was determined by GEOID03.
 AY1847
 AY1847;                    North         East     Units Scale Factor Converg.
 AY1847;SPC TXSC     - 4,162,769.256   655,356.782   MT  0.99986342   +0 16 45.0
 AY1847;SPC TXSC     -13,657,352.13  2,150,116.38   sFT  0.99986342   +0 16 45.0
 AY1847;UTM  14      - 3,241,447.463   555,342.896   MT  0.99963779   +0 16 44.0
 AY1847
 AY1847                          SUPERSEDED SURVEY CONTROL
 AY1847
 AY1847  NAD 83(1986)-  29 18 02.89614(N)    098 25 48.50240(W) AD(       ) 4
 AY1847  NAD 27      -  29 18 02.03900(N)    098 25 47.44800(W) AD(       ) 3
 AY1847
 AY1847.Superseded values are not recommended for survey control.
 AY1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1847.See file dsdata.txt to determine how the superseded data were derived.
 AY1847
 AY1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5534341447(NAD 83)
 AY1847_MARKER: 53 = ELEVATED TANK
 AY1847
 AY1847  HISTORY     - Date     Condition        Report By
 AY1847  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1847  HISTORY     - 1963     GOOD             CGS
 AY1847  HISTORY     - 1965     GOOD             CGS
 AY1847  HISTORY     - 19950626 GOOD             USPSQD
 AY1847
 AY1847                          STATION DESCRIPTION
 AY1847
 AY1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1847'LOCATED ON GROUNDS OWNED BY THE SAN ANTONIO COTTON CO. NOW
 AY1847'ABONDONED, IN THE SMALL COMMUNITY OF SOUTHTON AND 40 FEET
 AY1847'NORTH OF A SPUR LINE FROM THE SOUTHERN PACIFIC RAILROAD LEADING
 AY1847'TO THE PLANT.  THE TANK IS A STEEL STRUCTURE SUPPORTED BY
 AY1847'FOUR STEEL STRUSSES, PAINTED SILVER AND 90 FEET HIGH.
 AY1847'
 AY1847'THE POINT INTERSECTED WAS THE BALL ON THE TOP OF THE TANK.
 AY1847
 AY1847                          STATION RECOVERY (1963)
 AY1847
 AY1847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AY1847'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AY1847
 AY1847                          STATION RECOVERY (1965)
 AY1847
 AY1847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 AY1847'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION,
 AY1847'IN THE ORIGINAL DESCRIPTION.
 AY1847
 AY1847                          STATION RECOVERY (1995)
 AY1847
 AY1847'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4844 ***********************************************************************
 AW4844  DESIGNATION -  SOUTHWEST 2450
 AW4844  PID         -  AW4844
 AW4844  STATE/COUNTY-  TX/HARRIS
 AW4844  USGS QUAD   -  BELLAIRE (1995)
 AW4844
 AW4844                         *CURRENT SURVEY CONTROL
 AW4844  ___________________________________________________________________
 AW4844* NAD 83(1986)-  29 43 38.     (N)    095 27 03.     (W)     SCALED    
 AW4844* NAVD 88     -        18.280  (meters)      59.97   (feet)  ADJUSTED  
 AW4844  ___________________________________________________________________
 AW4844  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW4844  DYNAMIC HT  -          18.255 (meters)      59.89  (feet)  COMP
 AW4844  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AW4844
 AW4844  VERT ORDER  -  FIRST     CLASS II
 AW4844
 AW4844.The horizontal coordinates were scaled from a topographic map and have
 AW4844.an estimated accuracy of +/- 6 seconds.
 AW4844
 AW4844.The orthometric height was determined by differential leveling
 AW4844.and adjusted by the National Geodetic Survey in June 1991..
 AW4844
 AW4844.The geoid height was determined by GEOID03.
 AW4844
 AW4844.The dynamic height is computed by dividing the NAVD 88
 AW4844.geopotential number by the normal gravity value computed on the
 AW4844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4844.degrees latitude (g = 980.6199 gals.).
 AW4844
 AW4844.The modeled gravity was interpolated from observed gravity values.
 AW4844
 AW4844;                    North         East    Units  Estimated Accuracy
 AW4844;SPC TXSC     - 4,215,100.      943,290.      MT  (+/- 180 meters Scaled)
 AW4844
 AW4844                          SUPERSEDED SURVEY CONTROL
 AW4844
 AW4844  NGVD 29 (12/23/87)   18.276  (m)           59.96   (f) ADJUSTED    1 2
 AW4844
 AW4844.Superseded values are not recommended for survey control.
 AW4844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4844.See file dsdata.txt to determine how the superseded data were derived.
 AW4844
 AW4844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN629910(NAD 83)
 AW4844_MARKER: X = CHISELED CROSS
 AW4844_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW4844_SP_SET: GALVANIZED STEEL PIPE
 AW4844_MARK LOGO: USGS  
 AW4844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW4844+STABILITY: POSITION/ELEVATION WELL
 AW4844
 AW4844  HISTORY     - Date     Condition        Report By
 AW4844  HISTORY     - 1980     MONUMENTED       USGS
 AW4844  HISTORY     - 1983     GOOD             NGS
 AW4844  HISTORY     - 1986     GOOD             NGS
 AW4844
 AW4844                          STATION DESCRIPTION
 AW4844
 AW4844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4844'3.7 KM (2.3 MI) NE FROM BELLAIRE.
 AW4844'0.3 KM (0.2 MI) EAST ALONG CEDAR STREET FROM THE POST OFFICE IN
 AW4844'BELLAIRE, THENCE 2.1 KM (1.3 MI) NORTHEAST ALONG BISSONNET STREET,
 AW4844'THENCE 1.2 KM (0.75 MI) NORTH ALONG NEW CASTLE STREET, THENCE 0.1 KM
 AW4844'(0.05 MI) EAST ALONG WEST PARK STREET, AT THE SOUTH ENTRANCE LEADING
 AW4844'NORTH TO THE CITY OF HOUSTON SOUTHWEST WATER PLANT, THE POINT LEVELED
 AW4844'TO WAS A CHISELED CROSS 0.25 METERS (0.82 FT) BELOW THE TOP OF A
 AW4844'COUPLING ATTACHED TO A 2-INCH METAL PIPE THAT IS PROTECTED BY A 6-INCH
 AW4844'METAL PIPE THAT IS INSIDE A SMALL METAL BUILDING MAINTAINED AND
 AW4844'PROTECTED BY THE U.S. GEOLOGICAL SURVEY, 24.38 METERS (80.0 FT) WEST
 AW4844'OF THE WEST CURB OF THE DRIVEWAY LEADING NORTH TO THE WATER PLANT,
 AW4844'16.46 METERS (54.0 FT) NORTH OF THE SECURITY FENCE AROUND THE PLANT,
 AW4844'AND 35.36 METERS (116.0 FT) WEST-NORTHWEST OF BENCH MARK F 1472.
 AW4844
 AW4844                          STATION RECOVERY (1986)
 AW4844
 AW4844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5432 ***********************************************************************
 AW5432  DESIGNATION -  SOUTHWEST 2450 RESET
 AW5432  PID         -  AW5432
 AW5432  STATE/COUNTY-  TX/HARRIS
 AW5432  USGS QUAD   -  BELLAIRE (1995)
 AW5432
 AW5432                         *CURRENT SURVEY CONTROL
 AW5432  ___________________________________________________________________
 AW5432* NAD 83(1986)-  29 43 38.     (N)    095 27 03.     (W)     SCALED    
 AW5432* NAVD 88     -        17.895  (meters)      58.71   (feet)  ADJUSTED  
 AW5432  ___________________________________________________________________
 AW5432  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW5432  DYNAMIC HT  -          17.871 (meters)      58.63  (feet)  COMP
 AW5432  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AW5432
 AW5432  VERT ORDER  -  FIRST     CLASS II
 AW5432
 AW5432.The horizontal coordinates were scaled from a topographic map and have
 AW5432.an estimated accuracy of +/- 6 seconds.
 AW5432
 AW5432.The orthometric height was determined by differential leveling
 AW5432.and adjusted by the National Geodetic Survey in June 1991..
 AW5432
 AW5432.The geoid height was determined by GEOID03.
 AW5432
 AW5432.The dynamic height is computed by dividing the NAVD 88
 AW5432.geopotential number by the normal gravity value computed on the
 AW5432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5432.degrees latitude (g = 980.6199 gals.).
 AW5432
 AW5432.The modeled gravity was interpolated from observed gravity values.
 AW5432
 AW5432;                    North         East    Units  Estimated Accuracy
 AW5432;SPC TXSC     - 4,215,100.      943,290.      MT  (+/- 180 meters Scaled)
 AW5432
 AW5432                          SUPERSEDED SURVEY CONTROL
 AW5432
 AW5432  NGVD 29 (12/23/87)   17.891  (m)           58.70   (f) ADJUSTED    1 2
 AW5432
 AW5432.Superseded values are not recommended for survey control.
 AW5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5432.See file dsdata.txt to determine how the superseded data were derived.
 AW5432
 AW5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN629910(NAD 83)
 AW5432_MARKER: Z = SEE DESCRIPTION
 AW5432_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AW5432_SP_SET: GALVANIZED STEEL PIPE
 AW5432_MARK LOGO: NONE  
 AW5432_PROJECTION: PROJECTING 90 CENTIMETERS
 AW5432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5432+STABILITY: POSITION/ELEVATION WELL
 AW5432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5432+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW5432_ROD/PIPE-DEPTH: 747  meters
 AW5432
 AW5432  HISTORY     - Date     Condition        Report By
 AW5432  HISTORY     - 1986     MONUMENTED       USGS
 AW5432  HISTORY     - 1986     GOOD             NGS
 AW5432  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW5432  HISTORY     - 19951009 GOOD             CHANCE
 AW5432  HISTORY     - 19960206 GOOD             NGS
 AW5432  HISTORY     - 20040529 GOOD             USPSQD
 AW5432  HISTORY     - 20051006 GOOD             USPSQD
 AW5432
 AW5432                          STATION DESCRIPTION
 AW5432
 AW5432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5432'4.2 KM (2.6 MI) NE FROM BELLAIRE.
 AW5432'0.3 KM (0.2 MI) EAST ALONG CEDAR STREET FROM THE POST OFFICE IN
 AW5432'BELLAIRE, THENCE 2.1 KM (1.3 MI) NORTHEAST ALONG BISSONNET STREET,
 AW5432'THENCE 1.5 KM (0.95 MI) NORTH ALONG NEW CASTLE STREET, THENCE 0.3 KM
 AW5432'(0.2 MI) EAST AND SOUTH ALONG A PAVED AND SHELL ROAD TO THE CITY OF
 AW5432'HOUSTON SOUTHWEST WATER PLANT, THE CENTER OF A 1/16 INCH DEEP DRILL
 AW5432'HOLE PAINTED ORANGE, ONE INCH BELOW THE TOP OF A 2-INCH PIPE COLLAR
 AW5432'PROTECTED BY A 6-INCH PIPE INSIDE A SMALL METAL BUILDING MAINTAINED BY
 AW5432'USGS, 35.4 METERS (116 FT) WEST-NORTHWEST OF BENCH MARK F 1472,
 AW5432'24.35 METERS (80.0 FT) WEST OF THE CENTER OF THE ROAD, 16.46 METERS
 AW5432'(54.0 FT) NORTH OF A FENCE.
 AW5432'THE MARK IS 0.9 M ABOVE THE GROUND.
 AW5432
 AW5432                          STATION RECOVERY (1990)
 AW5432
 AW5432'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW5432'MARK NOT FOUND.
 AW5432
 AW5432                          STATION RECOVERY (1995)
 AW5432
 AW5432'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5432'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL TIES FOLLOW.
 AW5432'17.1 M (56.1 FT) WEST OF A MANHOLE.  12.8 M (42.0 FT) WEST OF A
 AW5432'UTILITY POLE.  19.6 M (64.3 FT) EAST OF THE WEST PERIMETER FENCE. 16.6
 AW5432'M (54.5 FT) NORTH OF THE SOUTH PERIMETER FENCE.
 AW5432
 AW5432                          STATION RECOVERY (1996)
 AW5432
 AW5432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5432'IN HOUSTON, 48.9 M (160.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AW5432'HOUSTON SOUTHWEST WATER PLANT AT 4410 WEST PARK, 35.4 M (116.1 FT)
 AW5432'NORTHWEST OF BENCH MARK F 1472, 27.5 M (90.2 FT) WEST OF THE CENTER OF
 AW5432'A DRIVEWAY, 19.6 M (64.3 FT) EAST OF THE WEST PERIMETER FENCE, 17.1 M
 AW5432'(56.1 FT) WEST OF A MANHOLE COVER, 16.5 M (54.1 FT) NORTH OF THE SOUTH
 AW5432'PERIMETER FENCE, AND 12.8 M (42.0 FT) WEST OF A UTILITY POLE.
 AW5432'NOTE--THE DATUM POINT IS A 1/16-INCH DRILL HOLE IN A 2-INCH METAL PIPE
 AW5432'1-INCH BELOW A 2-INCH PIPE COLLAR AND IS ENCASED IN A 6-INCH PIPE AND
 AW5432'INSIDE A SMALL ROUND BUILDING.
 AW5432
 AW5432                          STATION RECOVERY (2004)
 AW5432
 AW5432'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5432'RECOVERED IN GOOD CONDITION.
 AW5432
 AW5432                          STATION RECOVERY (2005)
 AW5432
 AW5432'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5432'FOUND AS DESCRIBED.
 AW5432' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2797 ***********************************************************************
 CS2797  DESIGNATION -  SOUTHWEST PRODUCTS CO TANK
 CS2797  PID         -  CS2797
 CS2797  STATE/COUNTY-  TX/DALLAS
 CS2797  USGS QUAD   -  OAK CLIFF (1981)
 CS2797
 CS2797                         *CURRENT SURVEY CONTROL
 CS2797  ___________________________________________________________________
 CS2797* NAD 83(1993)-  32 42 51.62173(N)    096 45 04.09066(W)     ADJUSTED  
 CS2797* NAVD 88     -                                                        
 CS2797  ___________________________________________________________________
 CS2797  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 CS2797  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS2797
 CS2797  HORZ ORDER  -  THIRD
 CS2797
 CS2797.The horizontal coordinates were established by classical geodetic methods
 CS2797.and adjusted by the National Geodetic Survey in February 1996..
 CS2797
 CS2797
 CS2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2797
 CS2797.The geoid height was determined by GEOID03.
 CS2797
 CS2797;                    North         East     Units Scale Factor Converg.
 CS2797;SPC TXNC     - 2,117,540.986   763,935.939   MT  0.99988984   +0 57 13.8
 CS2797;SPC TXNC     - 6,947,299.05  2,506,346.49   sFT  0.99988984   +0 57 13.8
 CS2797;UTM  14      - 3,621,855.578   710,776.519   MT  1.00014784   +1 12 57.1
 CS2797
 CS2797                          SUPERSEDED SURVEY CONTROL
 CS2797
 CS2797  NAD 83(1986)-  32 42 51.62820(N)    096 45 04.07294(W) AD(       ) 4
 CS2797  NAD 27      -  32 42 51.15900(N)    096 45 03.07100(W) AD(       ) 3
 CS2797
 CS2797.Superseded values are not recommended for survey control.
 CS2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2797.See file dsdata.txt to determine how the superseded data were derived.
 CS2797
 CS2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1077721856(NAD 83)
 CS2797_MARKER: 51 = TANK
 CS2797
 CS2797  HISTORY     - Date     Condition        Report By
 CS2797  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2797  HISTORY     - 1958     GOOD             CGS
 CS2797  HISTORY     - 1985     GOOD             USPSQD
 CS2797
 CS2797                          STATION DESCRIPTION
 CS2797
 CS2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2797'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE CITY OF
 CS2797'DALLAS, 300 YARDS EAST OF U.S. HIGHWAY 75, 50 FEET SOUTHEAST
 CS2797'OF A LARGE BLACK STORAGE TANK AND 30 FEET SOUTH OF THE CENTERLINE
 CS2797'OF RAILROAD TRACKS.
 CS2797'
 CS2797'THE TANK IS OF STEEL CONSTRUCTION, 110 FEET HIGH, PAINTED
 CS2797'SILVER AND 40 FEET WIDE AT THE BASE.
 CS2797'
 CS2797'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2797'
 CS2797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 75
 CS2797'AND 80 AND THE INTERSECTION OF COMMERCE AND LAMAR STREETS,
 CS2797'GO SOUTH ON U.S. HIGHWAY 75 FOR 6.4 MILES TO THE TRINITY
 CS2797'RIVER BRIDGE.  CONTINUE SOUTH ON U.S. HIGHWAY 75 FOR 1.3 MILES
 CS2797'TO THE SOUTHWEST PRODUCTS COMPANY PLANT ON THE LEFT.  TURN LEFT
 CS2797'INTO THE PLANT AND GO EAST 0.2 MILE TO THE REAR OF THE PLANT
 CS2797'AND THE STATION.
 CS2797
 CS2797                          STATION RECOVERY (1958)
 CS2797
 CS2797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2797'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2797
 CS2797                          STATION RECOVERY (1985)
 CS2797
 CS2797'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6892 ***********************************************************************
 AW6892  DESIGNATION -  SOUTHWESTERN BELL TEL CO MAST
 AW6892  PID         -  AW6892
 AW6892  STATE/COUNTY-  TX/HARRIS
 AW6892  USGS QUAD   -  SATSUMA (1982)
 AW6892
 AW6892                         *CURRENT SURVEY CONTROL
 AW6892  ___________________________________________________________________
 AW6892* NAD 83(1993)-  29 52 46.67343(N)    095 35 52.82128(W)     ADJUSTED  
 AW6892* NAVD 88     -                                                        
 AW6892  ___________________________________________________________________
 AW6892  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6892  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW6892
 AW6892  HORZ ORDER  -  THIRD
 AW6892
 AW6892.The horizontal coordinates were established by classical geodetic methods
 AW6892.and adjusted by the National Geodetic Survey in February 1996..
 AW6892
 AW6892
 AW6892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6892
 AW6892.The geoid height was determined by GEOID03.
 AW6892
 AW6892;                    North         East     Units Scale Factor Converg.
 AW6892;SPC TXSC     - 4,231,566.240   928,564.682   MT  0.99990830   +1 40 00.0
 AW6892;SPC TXSC     -13,883,063.57  3,046,465.96   sFT  0.99990830   +1 40 00.0
 AW6892;UTM  15      - 3,308,282.925   249,082.883   MT  1.00037686   -1 17 41.8
 AW6892
 AW6892                          SUPERSEDED SURVEY CONTROL
 AW6892
 AW6892  NAD 83(1986)-  29 52 46.68840(N)    095 35 52.80260(W) AD(       ) 4
 AW6892  NAD 27      -  29 52 45.87775(N)    095 35 52.00651(W) AD(       ) 3
 AW6892
 AW6892.Superseded values are not recommended for survey control.
 AW6892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6892.See file dsdata.txt to determine how the superseded data were derived.
 AW6892
 AW6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4908308283(NAD 83)
 AW6892_MARKER: 42 = RADIO/TV MAST
 AW6892
 AW6892  HISTORY     - Date     Condition        Report By
 AW6892  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6892  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW6892
 AW6892                          STATION DESCRIPTION
 AW6892
 AW6892'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6892'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF FAIRBANKS,
 AW6892'1.6 MILES WEST OF U.S. HIGHWAY 290 AND 100 FEET SOUTH OF FARM
 AW6892'ROAD 529.  IT IS A 4 SIDED STEEL MAST WITH AN OVERALL HEIGHT
 AW6892'OF 150 FEET.
 AW6892'
 AW6892'THE POINT OBSERVED WAS THE TOP OF MAST.
 AW6892'
 AW6892'TO REACH THE STATION FROM THE POST OFFICE IN FAIRBANKS, GO
 AW6892'NORTHWEST ON U.S. HIGHWAY 290 FOR 3.6 MILES TO A T ROAD LEFT,
 AW6892'TURN LEFT AND GO WEST ON FARM ROAD 529 FOR 1.6 MILES TO
 AW6892'STATION ON LEFT AS DESCRIBED.
 AW6892
 AW6892                          STATION RECOVERY (2004)
 AW6892
 AW6892'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW6892'CELL PHONE TOWER .5 MILES AWAY, BUT NO STEEL TOWER 150 TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1064 ***********************************************************************
 CR1064  DESIGNATION -  SOUTHWESTERN BELL TV TOWER
 CR1064  PID         -  CR1064
 CR1064  STATE/COUNTY-  TX/HARRISON
 CR1064  USGS QUAD   -  LATEX (1978)
 CR1064
 CR1064                         *CURRENT SURVEY CONTROL
 CR1064  ___________________________________________________________________
 CR1064* NAD 83(1993)-  32 36 14.18917(N)    094 06 04.56216(W)     ADJUSTED  
 CR1064* NAVD 88     -                                                        
 CR1064  ___________________________________________________________________
 CR1064  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CR1064  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CR1064
 CR1064  HORZ ORDER  -  THIRD
 CR1064
 CR1064.The horizontal coordinates were established by classical geodetic methods
 CR1064.and adjusted by the National Geodetic Survey in February 1996..
 CR1064
 CR1064
 CR1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1064
 CR1064.The geoid height was determined by GEOID03.
 CR1064
 CR1064;                    North         East     Units Scale Factor Converg.
 CR1064;SPC TXNC     - 2,112,576.990 1,012,741.799   MT  0.99990295   +2 23 56.6
 CR1064;SPC TXNC     - 6,931,013.01  3,322,637.05   sFT  0.99990295   +2 23 56.6
 CR1064;SPC LA N     -   234,391.297   849,698.952   MT  0.99998630   -0 50 47.7
 CR1064;SPC LA N     -   768,998.78  2,787,720.65   sFT  0.99998630   -0 50 47.7
 CR1064;UTM  15      - 3,607,916.393   396,664.340   MT  0.99973167   -0 35 36.4
 CR1064
 CR1064                          SUPERSEDED SURVEY CONTROL
 CR1064
 CR1064  NAD 83(1986)-  32 36 14.19918(N)    094 06 04.55111(W) AD(       ) 4
 CR1064  NAD 27      -  32 36 13.66100(N)    094 06 03.88300(W) AD(       ) 3
 CR1064
 CR1064.Superseded values are not recommended for survey control.
 CR1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1064.See file dsdata.txt to determine how the superseded data were derived.
 CR1064
 CR1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9666407916(NAD 83)
 CR1064_MARKER: 43 = RADIO/TV TOWER
 CR1064
 CR1064  HISTORY     - Date     Condition        Report By
 CR1064  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1064  HISTORY     - 1960     GOOD             USGS
 CR1064  HISTORY     - 19980530 GOOD             USPSQD
 CR1064
 CR1064                          STATION DESCRIPTION
 CR1064
 CR1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1064'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF KARNACK.
 CR1064'THE TOWER IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND ITS
 CR1064'OVER-ALL HEIGHT IS ABOUT 406 FEET.  IT IS PAINTED ORANGE AND WHITE
 CR1064'IN COLOR.  THE RED LIGHT AT THE TOP AND CENTER WAS THE POINT
 CR1064'INTERSECTED.
 CR1064'
 CR1064'TO REACH FROM THE POST OFFICE IN KARNACK, GO ON FARM ROAD 134
 CR1064'FOR 5.0 MILES TO A T ROAD, TURN LEFT ON FARM ROAD 1999 AND GO
 CR1064'EASTERLY FOR 2.0 MILES TO STATION ON THE RIGHT.
 CR1064
 CR1064                          STATION RECOVERY (1960)
 CR1064
 CR1064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CR1064'STATION FOUND IN GOOD CONDITION.  THIS TOWER IS A MICROWAVE RELAY
 CR1064'TOWER, AND IS APPROXIMATELY 255 FEET IN HEIGHT.
 CR1064
 CR1064                          STATION RECOVERY (1998)
 CR1064
 CR1064'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6149 ***********************************************************************
 AW6149  DESIGNATION -  SOW 1930
 AW6149  PID         -  AW6149
 AW6149  STATE/COUNTY-  TX/HARRIS
 AW6149  USGS QUAD   -  MORGANS POINT (1993)
 AW6149
 AW6149                         *CURRENT SURVEY CONTROL
 AW6149  ___________________________________________________________________
 AW6149* NAD 83(1993)-  29 40 50.72047(N)    094 58 44.87556(W)     ADJUSTED  
 AW6149* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6149  ___________________________________________________________________
 AW6149  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW6149  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6149
 AW6149  HORZ ORDER  -  THIRD
 AW6149
 AW6149.The horizontal coordinates were established by classical geodetic methods
 AW6149.and adjusted by the National Geodetic Survey in February 1996..
 AW6149
 AW6149.The orthometric height was scaled from a topographic map.
 AW6149
 AW6149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6149
 AW6149.The geoid height was determined by GEOID03.
 AW6149
 AW6149;                    North         East     Units Scale Factor Converg.
 AW6149;SPC TXSC     - 4,211,433.241   989,071.492   MT  0.99988139   +1 58 11.5
 AW6149;SPC TXSC     -13,817,010.56  3,244,978.72   sFT  0.99988139   +1 58 11.5
 AW6149;UTM  15      - 3,285,049.585   308,489.738   MT  1.00005255   -0 58 49.1
 AW6149
 AW6149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6149!SPC TXSC     -   1.00000411  x   0.99988139  =   0.99988550
 AW6149!UTM  15      -   1.00000411  x   1.00005255  =   1.00005666
 AW6149
 AW6149                          SUPERSEDED SURVEY CONTROL
 AW6149
 AW6149  NAD 83(1986)-  29 40 50.73690(N)    094 58 44.85653(W) AD(       ) 3
 AW6149  NAD 27      -  29 40 49.91420(N)    094 58 44.11715(W) AD(       ) 3
 AW6149
 AW6149.Superseded values are not recommended for survey control.
 AW6149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6149.See file dsdata.txt to determine how the superseded data were derived.
 AW6149
 AW6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0849085050(NAD 83)
 AW6149_MARKER: Z = SEE DESCRIPTION
 AW6149_SETTING: 0 = UNSPECIFIED SETTING
 AW6149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6149
 AW6149  HISTORY     - Date     Condition        Report By
 AW6149  HISTORY     - 1930     MONUMENTED       CGS
 AW6149  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6149
 AW6149                          STATION DESCRIPTION
 AW6149
 AW6149'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6149'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 10+00.
 AW6149'IT IS LOCATED IN A THICK GROWTH OF BRUSH ON SW PART OF ATKINSON
 AW6149'ISLAND, ABOUT MIDWAY BETWEEN RANGE B - REAR AND RANGE B -
 AW6149'FRONT, AND ABOUT 64 METERS FROM BLUFF BANK OF HOUSTON SHIP
 AW6149'CHANNEL ON THE W.
 AW6149'
 AW6149'STATION IS MARKED BY A COPPER TACK IN TOP OF A 2- BY 4-INCH
 AW6149'PINE STAKE DRIVEN FLUSH WITH GROUND WITH A GUARD STAKE EXTENDING
 AW6149'6 INCHES OUT OF GROUND 1-1/2 FEET TO E.
 AW6149'
 AW6149'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN THE TOPS
 AW6149'OF CONCRETE POSTS.
 AW6149'
 AW6149'REFERENCE MARK 1 IS 10.70 METERS FROM STATION S 48 DEG 30 MIN E.
 AW6149'
 AW6149'REFERENCE MARK 2 IS 13.14 METERS FROM STATION S 39 DEG 15 MIN W.
 AW6149
 AW6149                          STATION RECOVERY (1952)
 AW6149
 AW6149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6149'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  A THOROUGH
 AW6149'SEARCH OF THE AREA WAS MADE BUT THE STATION WAS NOT FOUND.
 AW6149'STATION PROBABLY COVERED BY SPOIL FROM THE HOUSTON SHIP CHANNEL.
 AW6149'
 AW6149'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1036 ***********************************************************************
 CA1036  DESIGNATION -  SOWELL
 CA1036  PID         -  CA1036
 CA1036  STATE/COUNTY-  TX/BROWN
 CA1036  USGS QUAD   -  LAKE BROWNWOOD (1987)
 CA1036
 CA1036                         *CURRENT SURVEY CONTROL
 CA1036  ___________________________________________________________________
 CA1036* NAD 83(1993)-  31 46 52.29722(N)    099 02 25.43459(W)     ADJUSTED  
 CA1036* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 CA1036  ___________________________________________________________________
 CA1036  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CA1036  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CA1036
 CA1036  HORZ ORDER  -  SECOND
 CA1036
 CA1036.The horizontal coordinates were established by classical geodetic methods
 CA1036.and adjusted by the National Geodetic Survey in February 1996..
 CA1036
 CA1036.The orthometric height was scaled from a topographic map.
 CA1036
 CA1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1036
 CA1036.The geoid height was determined by GEOID03.
 CA1036
 CA1036;                    North         East     Units Scale Factor Converg.
 CA1036;SPC TX C     - 3,235,126.461   822,456.798   MT  0.99997416   +0 39 57.4
 CA1036;SPC TX C     -10,613,910.73  2,698,343.68   sFT  0.99997416   +0 39 57.4
 CA1036;UTM  14      - 3,516,183.791   496,175.112   MT  0.99960018   -0 01 16.6
 CA1036
 CA1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1036!SPC TX C     -   0.99992918  x   0.99997416  =   0.99990334
 CA1036!UTM  14      -   0.99992918  x   0.99960018  =   0.99952939
 CA1036
 CA1036|---------------------------------------------------------------------|
 CA1036| PID    Reference Object                     Distance      Geod. Az  |
 CA1036|                                                           dddmmss.s |
 CA1036| CV6374 SOWELL RM 1                          11.294 METERS 06557     |
 CA1036| CV6375 SOWELL RM 2                          16.820 METERS 21634     |
 CA1036| CV6373 SOWELL AZ MK                                       3492632.4 |
 CA1036|---------------------------------------------------------------------|
 CA1036
 CA1036                          SUPERSEDED SURVEY CONTROL
 CA1036
 CA1036  NAD 83(1986)-  31 46 52.30678(N)    099 02 25.42034(W) AD(       ) 2
 CA1036  NAD 27      -  31 46 51.75700(N)    099 02 24.23500(W) AD(       ) 2
 CA1036
 CA1036.Superseded values are not recommended for survey control.
 CA1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1036.See file dsdata.txt to determine how the superseded data were derived.
 CA1036
 CA1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9617516184(NAD 83)
 CA1036_MARKER: DS = TRIANGULATION STATION DISK
 CA1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1036
 CA1036  HISTORY     - Date     Condition        Report By
 CA1036  HISTORY     - 1944     MONUMENTED       CGS
 CA1036
 CA1036                          STATION DESCRIPTION
 CA1036
 CA1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1036'STATION IS LOCATED ABOUT 5.5 MILES NW OF BROWNWOOD, 7 MILES
 CA1036'NE OF BANGS, AND ON THE EXTREME NE END OF A WOODED RIDGE
 CA1036'OWNED BY OLLA SOWELL.  THE MARK IS 12 FEET SE OF A
 CA1036'TRIANGULAR-BLAZED 7-INCH LIVE OAK TREE, 12 FEET SW OF A
 CA1036'WITNESS POST, AND 75 FEET FROM THE TIP OF THE RIDGE.
 CA1036'
 CA1036'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CA1036'CONCRETE POST, STAMPED SOWELL 1944, AND PROJECTS ABOUT 6 INCHES.
 CA1036'
 CA1036'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN A DRILL
 CA1036'HOLE IN BEDROCK.
 CA1036'
 CA1036'REFERENCE MARK 1 IS E OF THE STATION AND 15 FEET FROM THE
 CA1036'TIP OF THE RIDGE.  IT IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CA1036'FLUSH WITH THE GROUND.
 CA1036'
 CA1036'REFERENCE MARK 2 IS SW OF THE STATION ON THE RIM OF THE
 CA1036'RIDGE.  IT IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 CA1036'WITH THE GROUND.
 CA1036'
 CA1036'AZIMUTH MARK IS N OF THE STATION, 20 FEET S OF THE CENTER
 CA1036'LINE OF THE ROAD, AND 5 FEET E OF A FENCE CORNER.  IT IS
 CA1036'A BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST
 CA1036'AND PROJECTS ABOUT 4 INCHES.
 CA1036'
 CA1036'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CA1036'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CA1036'
 CA1036'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CA1036'67 AND 283 IN THE N EDGE OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA1036'67 FOR 0.75 MILE TO THE INTERSECTION OF STATE HIGHWAY 279.
 CA1036'TURN RIGHT ON HIGHWAY 279 AND GO 3.4 MILES TO A GRADED DIRT
 CA1036'ROAD ON THE RIGHT AT A SIGN RECREATION AREA.  TURN RIGHT ON
 CA1036'DIRT ROAD AND GO 2.2 MILES TO A FORK, TAKE THE LEFT FORK
 CA1036'AND GO 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CA1036'ON FOR 0.2 MILE TO A BOARD GATE ON THE LEFT, TURN LEFT THROUGH
 CA1036'THE GATE AND GO 0.4 MILE TO A STONE HOUSE.  BEAR LEFT ACROSS
 CA1036'THE NE END OF A RESERVOIR AND CONTINUE ALONG FENCE TO BOARD
 CA1036'GATE ABOUT 0.25 MILE.  THE STATION IS ON THE END OF THE
 CA1036'HILL ABOUT 200 YARDS FROM THIS POINT.
 CA1036'
 CA1036'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1715 ***********************************************************************
 AH1715  DESIGNATION -  SP 020
 AH1715  PID         -  AH1715
 AH1715  STATE/COUNTY-  TX/NUECES
 AH1715  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1715
 AH1715                         *CURRENT SURVEY CONTROL
 AH1715  ___________________________________________________________________
 AH1715* NAD 83(1993)-  27 37 32.65841(N)    097 13 16.80385(W)     ADJUSTED  
 AH1715* NAVD 88     -         2.606  (meters)       8.55   (feet)  ADJUSTED  
 AH1715  ___________________________________________________________________
 AH1715  X           -    -710,854.820 (meters)                     COMP
 AH1715  Y           -  -5,610,194.579 (meters)                     COMP
 AH1715  Z           -   2,939,811.534 (meters)                     COMP
 AH1715  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AH1715  ELLIP HEIGHT-         -23.18  (meters)          (06/17/02) GPS OBS
 AH1715  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AH1715  DYNAMIC HT  -           2.602 (meters)       8.54  (feet)  COMP
 AH1715  MODELED GRAV-     979,127.1   (mgal)                       NAVD 88
 AH1715
 AH1715  HORZ ORDER  -  FIRST
 AH1715  VERT ORDER  -  FIRST     CLASS II
 AH1715  ELLP ORDER  -  FIFTH     CLASS I
 AH1715
 AH1715.The horizontal coordinates were established by GPS observations
 AH1715.and adjusted by the National Geodetic Survey in February 1996..
 AH1715
 AH1715.The orthometric height was determined by differential leveling
 AH1715.and adjusted by the National Geodetic Survey in December 1997..
 AH1715
 AH1715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1715
 AH1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1715
 AH1715.The ellipsoidal height was determined by GPS observations
 AH1715.and is referenced to NAD 83.
 AH1715
 AH1715.The geoid height was determined by GEOID03.
 AH1715
 AH1715.The dynamic height is computed by dividing the NAVD 88
 AH1715.geopotential number by the normal gravity value computed on the
 AH1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1715.degrees latitude (g = 980.6199 gals.).
 AH1715
 AH1715.The modeled gravity was interpolated from observed gravity values.
 AH1715
 AH1715;                    North         East     Units Scale Factor Converg.
 AH1715;SPC TX S     - 5,217,692.423   426,195.836   MT  0.99995402   +0 34 49.9
 AH1715;SPC TX S     -17,118,379.22  1,398,277.51   sFT  0.99995402   +0 34 49.9
 AH1715;UTM  14      - 3,057,008.024   675,499.564   MT  0.99998019   +0 49 29.9
 AH1715
 AH1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1715!SPC TX S     -   1.00000364  x   0.99995402  =   0.99995766
 AH1715!UTM  14      -   1.00000364  x   0.99998019  =   0.99998383
 AH1715
 AH1715                          SUPERSEDED SURVEY CONTROL
 AH1715
 AH1715  ELLIP H (02/16/96)  -23.05   (m)                       GP(       ) 5 1
 AH1715  NAD 83(1986)-  27 37 32.66466(N)    097 13 16.78352(W) AD(       ) 1
 AH1715  NGVD 29 (04/09/92)    3.0    (m)           10.     (f) GPS OBS        
 AH1715
 AH1715.Superseded values are not recommended for survey control.
 AH1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1715.See file dsdata.txt to determine how the superseded data were derived.
 AH1715
 AH1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7550057008(NAD 83)
 AH1715_MARKER: DD = SURVEY DISK
 AH1715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1715_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1715_STAMPING: SP-020
 AH1715_MARK LOGO: TX1550
 AH1715_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1715+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 AH1715
 AH1715  HISTORY     - Date     Condition        Report By
 AH1715  HISTORY     - 1991     MONUMENTED       TX1550
 AH1715  HISTORY     - 19970204 GOOD             NGS
 AH1715  HISTORY     - 20030430 GOOD             NGS
 AH1715
 AH1715                          STATION DESCRIPTION
 AH1715
 AH1715'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1715'IN CORPUS CHRISTI INSIDE PACKERY CHANNEL COUNTY PARK. STATION LOCATED
 AH1715'10 FT (3.0 M) S. OF ENTRANCE ROAD OFF PARK RD. 22 AND IN LINE WITH
 AH1715'THE W. SIDE OF THE PARK MAINTENANCE BLDG.
 AH1715'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP020. ACCESS
 AH1715'THROUGH A HINGED COVER.
 AH1715
 AH1715                          STATION RECOVERY (1997)
 AH1715
 AH1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1715'24.3 KM (15.10 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AH1715'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, 78.7 M
 AH1715'(258.2 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE ROAD,
 AH1715'34.9 M (114.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE PACKERY CHANNEL
 AH1715'PARK MAINTENANCE BUILDING, 16.9 M (55.4 FT) NORTH OF A WITNESS POST
 AH1715'AND FENCE, 6.5 M (21.3 FT) SOUTH OF THE CENTER OF A PARK ENTRANCE
 AH1715'ROAD, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ROD WAS
 AH1715'DRIVEN 3.1 M (10.2 FT). NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AH1715'5-INCH LOGO CAP.
 AH1715
 AH1715                          STATION RECOVERY (2003)
 AH1715
 AH1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 AH1715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1716 ***********************************************************************
 AH1716  DESIGNATION -  SP 050
 AH1716  PID         -  AH1716
 AH1716  STATE/COUNTY-  TX/NUECES
 AH1716  USGS QUAD   -  OSO CREEK NE (1975)
 AH1716
 AH1716                         *CURRENT SURVEY CONTROL
 AH1716  ___________________________________________________________________
 AH1716* NAD 83(1993)-  27 39 45.85976(N)    097 17 13.79550(W)     ADJUSTED  
 AH1716* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 AH1716  ___________________________________________________________________
 AH1716  X           -    -717,059.199 (meters)                     COMP
 AH1716  Y           -  -5,607,488.824 (meters)                     COMP
 AH1716  Z           -   2,943,444.525 (meters)                     COMP
 AH1716  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1716  ELLIP HEIGHT-         -21.23  (meters)          (06/17/02) GPS OBS
 AH1716  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH1716
 AH1716  HORZ ORDER  -  FIRST
 AH1716  ELLP ORDER  -  FIFTH     CLASS I
 AH1716
 AH1716.The horizontal coordinates were established by GPS observations
 AH1716.and adjusted by the National Geodetic Survey in February 1996..
 AH1716
 AH1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1716
 AH1716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1716
 AH1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1716
 AH1716.The ellipsoidal height was determined by GPS observations
 AH1716.and is referenced to NAD 83.
 AH1716
 AH1716.The geoid height was determined by GEOID03.
 AH1716
 AH1716;                    North         East     Units Scale Factor Converg.
 AH1716;SPC TX S     - 5,221,728.075   419,659.554   MT  0.99996125   +0 33 02.3
 AH1716;SPC TX S     -17,131,619.53  1,376,833.05   sFT  0.99996125   +0 33 02.3
 AH1716;UTM  14      - 3,061,015.769   668,946.057   MT  0.99995232   +0 47 43.4
 AH1716
 AH1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1716!SPC TX S     -   1.00000333  x   0.99996125  =   0.99996458
 AH1716!UTM  14      -   1.00000333  x   0.99995232  =   0.99995565
 AH1716
 AH1716                          SUPERSEDED SURVEY CONTROL
 AH1716
 AH1716  ELLIP H (02/16/96)  -21.10   (m)                       GP(       ) 5 1
 AH1716  NAD 83(1986)-  27 39 45.86643(N)    097 17 13.77453(W) AD(       ) 1
 AH1716  NGVD 29 (04/09/92)    5.1    (m)           17.     (f) GPS OBS        
 AH1716
 AH1716.Superseded values are not recommended for survey control.
 AH1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1716.See file dsdata.txt to determine how the superseded data were derived.
 AH1716
 AH1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6894661016(NAD 83)
 AH1716_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1716_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1716+WITH SETTING: INFORMATION.
 AH1716_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1716_STAMPING: SP050
 AH1716_MARK LOGO: TX1550
 AH1716_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1716+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1716
 AH1716  HISTORY     - Date     Condition        Report By
 AH1716  HISTORY     - 1991     MONUMENTED       TX1550
 AH1716  HISTORY     - 20020629 GOOD             USPSQD
 AH1716
 AH1716                          STATION DESCRIPTION
 AH1716
 AH1716'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1716'IN CORPUS CHRISTI AT PARKER MEMORIAL PARK ON GRAHAM RD. WEST OF
 AH1716'WALDRON RD., STATION IS LOCATED N. SIDE OF GRAHAM RD., 4 FT (1.2 M)
 AH1716'FROM B/C OF ASHP. PKG. LOT, AND 70 FT (21.3 M) N. OF THE FIRST D/W IN
 AH1716'TO THE PARK FROM WALDRON RD.
 AH1716'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP050. ACCESS
 AH1716'THROUGH A HINGED COVER.
 AH1716
 AH1716                          STATION RECOVERY (2002)
 AH1716
 AH1716'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1717 ***********************************************************************
 AH1717  DESIGNATION -  SP 060
 AH1717  PID         -  AH1717
 AH1717  STATE/COUNTY-  TX/NUECES
 AH1717  USGS QUAD   -  OSO CREEK NE (1975)
 AH1717
 AH1717                         *CURRENT SURVEY CONTROL
 AH1717  ___________________________________________________________________
 AH1717* NAD 83(1993)-  27 39 34.95399(N)    097 18 23.02022(W)     ADJUSTED  
 AH1717* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 AH1717  ___________________________________________________________________
 AH1717  X           -    -718,960.925 (meters)                     COMP
 AH1717  Y           -  -5,607,402.532 (meters)                     COMP
 AH1717  Z           -   2,943,147.247 (meters)                     COMP
 AH1717  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH1717  ELLIP HEIGHT-         -21.12  (meters)          (06/17/02) GPS OBS
 AH1717  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AH1717
 AH1717  HORZ ORDER  -  FIRST
 AH1717  ELLP ORDER  -  FIFTH     CLASS I
 AH1717
 AH1717.The horizontal coordinates were established by GPS observations
 AH1717.and adjusted by the National Geodetic Survey in February 1996..
 AH1717
 AH1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1717
 AH1717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1717
 AH1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1717
 AH1717.The ellipsoidal height was determined by GPS observations
 AH1717.and is referenced to NAD 83.
 AH1717
 AH1717.The geoid height was determined by GEOID03.
 AH1717
 AH1717;                    North         East     Units Scale Factor Converg.
 AH1717;SPC TX S     - 5,221,374.317   417,765.624   MT  0.99996065   +0 32 30.9
 AH1717;SPC TX S     -17,130,458.91  1,370,619.38   sFT  0.99996065   +0 32 30.9
 AH1717;UTM  14      - 3,060,653.933   667,053.678   MT  0.99994447   +0 47 11.0
 AH1717
 AH1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1717!SPC TX S     -   1.00000332  x   0.99996065  =   0.99996397
 AH1717!UTM  14      -   1.00000332  x   0.99994447  =   0.99994779
 AH1717
 AH1717                          SUPERSEDED SURVEY CONTROL
 AH1717
 AH1717  ELLIP H (02/16/96)  -20.99   (m)                       GP(       ) 5 1
 AH1717  NAD 83(1986)-  27 39 34.96067(N)    097 18 22.99923(W) AD(       ) 1
 AH1717  NGVD 29 (04/09/92)    5.2    (m)           17.     (f) GPS OBS        
 AH1717
 AH1717.Superseded values are not recommended for survey control.
 AH1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1717.See file dsdata.txt to determine how the superseded data were derived.
 AH1717
 AH1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6705460654(NAD 83)
 AH1717_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1717_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1717+WITH SETTING: INFORMATION.
 AH1717_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1717_STAMPING: SP060
 AH1717_MARK LOGO: TX1550
 AH1717_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1717+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1717
 AH1717  HISTORY     - Date     Condition        Report By
 AH1717  HISTORY     - 1991     MONUMENTED       TX1550
 AH1717  HISTORY     - 20020629 GOOD             USPSQD
 AH1717
 AH1717                          STATION DESCRIPTION
 AH1717
 AH1717'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1717'IN CORPUS CHRISTI AT THE NE INTER. OF FLOUR BLUFF DR. AND DIVISION
 AH1717'RD., STATION LOCATED 23 FT (7.0 M) E. OF PAVT. ON DIVISION RD. AND
 AH1717'22 FT (6.7 M) S. OF PAVT. ON FLOUR BLUFF DR.
 AH1717'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP060. ACCESS
 AH1717'THROUGH A HINGED COVER.
 AH1717
 AH1717                          STATION RECOVERY (2002)
 AH1717
 AH1717'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1718 ***********************************************************************
 AH1718  DESIGNATION -  SP 070
 AH1718  PID         -  AH1718
 AH1718  STATE/COUNTY-  TX/NUECES
 AH1718  USGS QUAD   -  OSO CREEK NE (1975)
 AH1718
 AH1718                         *CURRENT SURVEY CONTROL
 AH1718  ___________________________________________________________________
 AH1718* NAD 83(1993)-  27 40 52.29491(N)    097 19 31.88891(W)     ADJUSTED  
 AH1718* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 AH1718  ___________________________________________________________________
 AH1718  X           -    -720,692.032 (meters)                     COMP
 AH1718  Y           -  -5,606,064.745 (meters)                     COMP
 AH1718  Z           -   2,945,255.181 (meters)                     COMP
 AH1718  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1718  ELLIP HEIGHT-         -22.14  (meters)          (06/17/02) GPS OBS
 AH1718  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AH1718
 AH1718  HORZ ORDER  -  FIRST
 AH1718  ELLP ORDER  -  FIFTH     CLASS I
 AH1718
 AH1718.The horizontal coordinates were established by GPS observations
 AH1718.and adjusted by the National Geodetic Survey in February 1996..
 AH1718
 AH1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1718
 AH1718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1718
 AH1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1718
 AH1718.The ellipsoidal height was determined by GPS observations
 AH1718.and is referenced to NAD 83.
 AH1718
 AH1718.The geoid height was determined by GEOID03.
 AH1718
 AH1718;                    North         East     Units Scale Factor Converg.
 AH1718;SPC TX S     - 5,223,737.103   415,856.067   MT  0.99996502   +0 31 59.6
 AH1718;SPC TX S     -17,138,210.81  1,364,354.45   sFT  0.99996502   +0 31 59.6
 AH1718;UTM  14      - 3,063,008.491   665,134.092   MT  0.99993660   +0 46 41.0
 AH1718
 AH1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1718!SPC TX S     -   1.00000348  x   0.99996502  =   0.99996850
 AH1718!UTM  14      -   1.00000348  x   0.99993660  =   0.99994008
 AH1718
 AH1718:                Primary Azimuth Mark                     Grid Az
 AH1718:SPC TX S     -  SP 071                                   165 49 33.9
 AH1718:UTM  14      -  SP 071                                   165 34 52.5
 AH1718
 AH1718|---------------------------------------------------------------------|
 AH1718| PID    Reference Object                     Distance      Geod. Az  |
 AH1718|                                                           dddmmss.s |
 AH1718| AH1719 SP 071                              APPROX. 1.7 KM 1662133.5 |
 AH1718|---------------------------------------------------------------------|
 AH1718
 AH1718                          SUPERSEDED SURVEY CONTROL
 AH1718
 AH1718  ELLIP H (02/16/96)  -22.01   (m)                       GP(       ) 5 1
 AH1718  NAD 83(1986)-  27 40 52.30159(N)    097 19 31.86792(W) AD(       ) 1
 AH1718  NGVD 29 (04/09/92)    4.3    (m)           14.     (f) GPS OBS        
 AH1718
 AH1718.Superseded values are not recommended for survey control.
 AH1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1718.See file dsdata.txt to determine how the superseded data were derived.
 AH1718
 AH1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6513463008(NAD 83)
 AH1718_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1718_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1718+WITH SETTING: INFORMATION.
 AH1718_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1718_STAMPING: SP070
 AH1718_MARK LOGO: TX1550
 AH1718_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1718+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1718
 AH1718  HISTORY     - Date     Condition        Report By
 AH1718  HISTORY     - 1991     MONUMENTED       TX1550
 AH1718
 AH1718                          STATION DESCRIPTION
 AH1718
 AH1718'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1718'IN CORPUS CHRISTI IN PEARY PARK ON PAUL JONES. STATION LOCATED 41 FT
 AH1718'(12.5 M) S. OF PAVT. ON BARNHART, 13.6 FT (4.1 M) E. OF PAVT. OF
 AH1718'PAUL JONES, AND 7 FT (2.1 M) NW OF N. SIDE OF PARK SIGN.
 AH1718'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP070. ACCESS
 AH1718'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1719 ***********************************************************************
 AH1719  DESIGNATION -  SP 071
 AH1719  PID         -  AH1719
 AH1719  STATE/COUNTY-  TX/NUECES
 AH1719  USGS QUAD   -  OSO CREEK NE (1975)
 AH1719
 AH1719                         *CURRENT SURVEY CONTROL
 AH1719  ___________________________________________________________________
 AH1719* NAD 83(1993)-  27 39 58.45557(N)    097 19 17.21429(W)     ADJUSTED  
 AH1719* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AH1719  ___________________________________________________________________
 AH1719  X           -    -720,391.050 (meters)                     COMP
 AH1719  Y           -  -5,606,877.672 (meters)                     COMP
 AH1719  Z           -   2,943,786.574 (meters)                     COMP
 AH1719  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1719  ELLIP HEIGHT-         -24.13  (meters)          (06/17/02) GPS OBS
 AH1719  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AH1719
 AH1719  HORZ ORDER  -  FIRST
 AH1719  ELLP ORDER  -  FIFTH     CLASS I
 AH1719
 AH1719.The horizontal coordinates were established by GPS observations
 AH1719.and adjusted by the National Geodetic Survey in February 1996..
 AH1719
 AH1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1719
 AH1719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1719
 AH1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1719
 AH1719.The ellipsoidal height was determined by GPS observations
 AH1719.and is referenced to NAD 83.
 AH1719
 AH1719.The geoid height was determined by GEOID03.
 AH1719
 AH1719;                    North         East     Units Scale Factor Converg.
 AH1719;SPC TX S     - 5,222,083.717   416,273.636   MT  0.99996196   +0 32 06.3
 AH1719;SPC TX S     -17,132,786.33  1,365,724.42   sFT  0.99996196   +0 32 06.3
 AH1719;UTM  14      - 3,061,356.945   665,558.706   MT  0.99993833   +0 46 46.4
 AH1719
 AH1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1719!SPC TX S     -   1.00000379  x   0.99996196  =   0.99996575
 AH1719!UTM  14      -   1.00000379  x   0.99993833  =   0.99994212
 AH1719
 AH1719:                Primary Azimuth Mark                     Grid Az
 AH1719:SPC TX S     -  SP 070                                   345 49 34.1
 AH1719:UTM  14      -  SP 070                                   345 34 54.0
 AH1719
 AH1719|---------------------------------------------------------------------|
 AH1719| PID    Reference Object                     Distance      Geod. Az  |
 AH1719|                                                           dddmmss.s |
 AH1719| AH1718 SP 070                              APPROX. 1.7 KM 3462140.4 |
 AH1719|---------------------------------------------------------------------|
 AH1719
 AH1719                          SUPERSEDED SURVEY CONTROL
 AH1719
 AH1719  ELLIP H (02/16/96)  -24.00   (m)                       GP(       ) 5 1
 AH1719  NAD 83(1986)-  27 39 58.46225(N)    097 19 17.19330(W) AD(       ) 1
 AH1719  NGVD 29 (04/09/92)    2.3    (m)            8.     (f) GPS OBS        
 AH1719
 AH1719.Superseded values are not recommended for survey control.
 AH1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1719.See file dsdata.txt to determine how the superseded data were derived.
 AH1719
 AH1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6555961357(NAD 83)
 AH1719_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1719_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1719+WITH SETTING: INFORMATION.
 AH1719_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1719_STAMPING: SP071
 AH1719_MARK LOGO: TX1550
 AH1719_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1719+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1719
 AH1719  HISTORY     - Date     Condition        Report By
 AH1719  HISTORY     - 1991     MONUMENTED       TX1550
 AH1719
 AH1719                          STATION DESCRIPTION
 AH1719
 AH1719'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1719'IN CORPUS CHRISTI AT THE END OF HOLLY RD. W. OF CAYO DEL OSO. TO REACH
 AH1719'STATION FROM RODD FIELD RD. GO E. ON HOLLY, AT 1 MI (1.6 KM) PASS END
 AH1719'OF PAVT., IN ALL 2.5 MI (4.0 KM) TO T INTER. WITH CALICHE ROAD TO
 AH1719'THE SOUTH. TURN RT. CROSS RR TRACKS AND STOP. STATION LOCATED 11 FT
 AH1719'(3.4 M) S. OF RR TRACKS, 59 FT (18.0 M) N. OF GATE POST AT W. SIDE OF
 AH1719'CALICHE RD., AND 67 FT (20.4 M) NW FROM GATE POST ON E. SIDE CALICHE
 AH1719'RD.
 AH1719'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP071. ACCESS
 AH1719'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1720 ***********************************************************************
 AH1720  DESIGNATION -  SP 080
 AH1720  PID         -  AH1720
 AH1720  STATE/COUNTY-  TX/NUECES
 AH1720  USGS QUAD   -  OSO CREEK NE (1975)
 AH1720
 AH1720                         *CURRENT SURVEY CONTROL
 AH1720  ___________________________________________________________________
 AH1720* NAD 83(1993)-  27 41 05.56647(N)    097 20 53.50851(W)     ADJUSTED  
 AH1720* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 AH1720  ___________________________________________________________________
 AH1720  X           -    -722,886.104 (meters)                     COMP
 AH1720  Y           -  -5,605,591.412 (meters)                     COMP
 AH1720  Z           -   2,945,617.213 (meters)                     COMP
 AH1720  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AH1720  ELLIP HEIGHT-         -21.55  (meters)          (06/17/02) GPS OBS
 AH1720  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH1720
 AH1720  HORZ ORDER  -  FIRST
 AH1720  ELLP ORDER  -  FIFTH     CLASS I
 AH1720
 AH1720.The horizontal coordinates were established by GPS observations
 AH1720.and adjusted by the National Geodetic Survey in February 1996..
 AH1720
 AH1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1720
 AH1720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1720
 AH1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1720
 AH1720.The ellipsoidal height was determined by GPS observations
 AH1720.and is referenced to NAD 83.
 AH1720
 AH1720.The geoid height was determined by GEOID03.
 AH1720
 AH1720;                    North         East     Units Scale Factor Converg.
 AH1720;SPC TX S     - 5,224,124.981   413,615.912   MT  0.99996578   +0 31 22.5
 AH1720;SPC TX S     -17,139,483.38  1,357,004.87   sFT  0.99996578   +0 31 22.5
 AH1720;UTM  14      - 3,063,386.783   662,892.375   MT  0.99992752   +0 46 03.4
 AH1720
 AH1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1720!SPC TX S     -   1.00000339  x   0.99996578  =   0.99996917
 AH1720!UTM  14      -   1.00000339  x   0.99992752  =   0.99993090
 AH1720
 AH1720                          SUPERSEDED SURVEY CONTROL
 AH1720
 AH1720  ELLIP H (02/16/96)  -21.42   (m)                       GP(       ) 5 1
 AH1720  NAD 83(1986)-  27 41 05.57317(N)    097 20 53.48751(W) AD(       ) 1
 AH1720  NGVD 29 (04/09/92)    4.9    (m)           16.     (f) GPS OBS        
 AH1720
 AH1720.Superseded values are not recommended for survey control.
 AH1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1720.See file dsdata.txt to determine how the superseded data were derived.
 AH1720
 AH1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6289263387(NAD 83)
 AH1720_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1720_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1720+WITH SETTING: INFORMATION.
 AH1720_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1720_STAMPING: SP080
 AH1720_MARK LOGO: TX1550
 AH1720_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1720+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1720
 AH1720  HISTORY     - Date     Condition        Report By
 AH1720  HISTORY     - 1991     MONUMENTED       TX1550
 AH1720
 AH1720                          STATION DESCRIPTION
 AH1720
 AH1720'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1720'IN CORPUS CHRISTI, INSIDE LAKEVIEW PARK ON HOLLY RD. W. OF RODD FIELD
 AH1720'RD. STATION LOCATED 16 FT (4.9 M) N. OF PKG. LOT AND 22 FT (6.7 M) W.
 AH1720'OF E. EDGE PKG. LOT.
 AH1720'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP080. ACCESS
 AH1720'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1721 ***********************************************************************
 AH1721  DESIGNATION -  SP 090
 AH1721  PID         -  AH1721
 AH1721  STATE/COUNTY-  TX/NUECES
 AH1721  USGS QUAD   -  OSO CREEK NE (1975)
 AH1721
 AH1721                         *CURRENT SURVEY CONTROL
 AH1721  ___________________________________________________________________
 AH1721* NAD 83(1993)-  27 42 01.09939(N)    097 21 46.34718(W)     ADJUSTED  
 AH1721* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 AH1721  ___________________________________________________________________
 AH1721  X           -    -724,220.338 (meters)                     COMP
 AH1721  Y           -  -5,604,618.834 (meters)                     COMP
 AH1721  Z           -   2,947,131.145 (meters)                     COMP
 AH1721  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1721  ELLIP HEIGHT-         -20.82  (meters)          (06/17/02) GPS OBS
 AH1721  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH1721
 AH1721  HORZ ORDER  -  FIRST
 AH1721  ELLP ORDER  -  FIFTH     CLASS I
 AH1721
 AH1721.The horizontal coordinates were established by GPS observations
 AH1721.and adjusted by the National Geodetic Survey in February 1996..
 AH1721
 AH1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1721
 AH1721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1721
 AH1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1721
 AH1721.The ellipsoidal height was determined by GPS observations
 AH1721.and is referenced to NAD 83.
 AH1721
 AH1721.The geoid height was determined by GEOID03.
 AH1721
 AH1721;                    North         East     Units Scale Factor Converg.
 AH1721;SPC TX S     - 5,225,821.130   412,152.744   MT  0.99996902   +0 30 58.5
 AH1721;SPC TX S     -17,145,048.16  1,352,204.46   sFT  0.99996902   +0 30 58.5
 AH1721;UTM  14      - 3,065,076.592   661,422.036   MT  0.99992164   +0 45 40.2
 AH1721
 AH1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1721!SPC TX S     -   1.00000327  x   0.99996902  =   0.99997229
 AH1721!UTM  14      -   1.00000327  x   0.99992164  =   0.99992491
 AH1721
 AH1721                          SUPERSEDED SURVEY CONTROL
 AH1721
 AH1721  ELLIP H (02/16/96)  -20.69   (m)                       GP(       ) 5 1
 AH1721  NAD 83(1986)-  27 42 01.10608(N)    097 21 46.32618(W) AD(       ) 1
 AH1721  NGVD 29 (04/09/92)    5.7    (m)           19.     (f) GPS OBS        
 AH1721
 AH1721.Superseded values are not recommended for survey control.
 AH1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1721.See file dsdata.txt to determine how the superseded data were derived.
 AH1721
 AH1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6142265077(NAD 83)
 AH1721_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1721_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1721+WITH SETTING: INFORMATION.
 AH1721_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1721_STAMPING: SP090
 AH1721_MARK LOGO: TX1550
 AH1721_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1721+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AH1721
 AH1721  HISTORY     - Date     Condition        Report By
 AH1721  HISTORY     - 1991     MONUMENTED       TX1550
 AH1721  HISTORY     - 20050820 GOOD             USPSQD
 AH1721
 AH1721                          STATION DESCRIPTION
 AH1721
 AH1721'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1721'IN CORPUS CHRISTI, AT NE CORNER OF AIRLINE RD. AND WILLIAMS. STATION
 AH1721'LOCATED 4.5 FT (1.4 M) E. OF S/W ALONG AIRLINE AND 49 FT (14.9 M) N.
 AH1721'OF S/W ALONG WILLIAMS.
 AH1721'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP090. ACCESS
 AH1721'THROUGH A HINGED COVER.
 AH1721
 AH1721                          STATION RECOVERY (2005)
 AH1721
 AH1721'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AH1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1722 ***********************************************************************
 AH1722  DESIGNATION -  SP 100
 AH1722  PID         -  AH1722
 AH1722  STATE/COUNTY-  TX/NUECES
 AH1722  USGS QUAD   -  OSO CREEK NW (1975)
 AH1722
 AH1722                         *CURRENT SURVEY CONTROL
 AH1722  ___________________________________________________________________
 AH1722* NAD 83(1993)-  27 42 49.07455(N)    097 23 05.37163(W)     ADJUSTED  
 AH1722* NAVD 88     -         8.0    (meters)      26.     (feet)  VERTCON   
 AH1722  ___________________________________________________________________
 AH1722  X           -    -726,279.559 (meters)                     COMP
 AH1722  Y           -  -5,603,662.186 (meters)                     COMP
 AH1722  Z           -   2,948,439.715 (meters)                     COMP
 AH1722  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1722  ELLIP HEIGHT-         -18.37  (meters)          (06/17/02) GPS OBS
 AH1722  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH1722
 AH1722  HORZ ORDER  -  FIRST
 AH1722  ELLP ORDER  -  FIFTH     CLASS I
 AH1722
 AH1722.The horizontal coordinates were established by GPS observations
 AH1722.and adjusted by the National Geodetic Survey in February 1996..
 AH1722
 AH1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1722
 AH1722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1722
 AH1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1722
 AH1722.The ellipsoidal height was determined by GPS observations
 AH1722.and is referenced to NAD 83.
 AH1722
 AH1722.The geoid height was determined by GEOID03.
 AH1722
 AH1722;                    North         East     Units Scale Factor Converg.
 AH1722;SPC TX S     - 5,227,278.474   409,974.740   MT  0.99997188   +0 30 22.7
 AH1722;SPC TX S     -17,149,829.46  1,345,058.79   sFT  0.99997188   +0 30 22.7
 AH1722;UTM  14      - 3,066,524.535   659,237.937   MT  0.99991299   +0 45 04.7
 AH1722
 AH1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1722!SPC TX S     -   1.00000289  x   0.99997188  =   0.99997477
 AH1722!UTM  14      -   1.00000289  x   0.99991299  =   0.99991588
 AH1722
 AH1722:                Primary Azimuth Mark                     Grid Az
 AH1722:SPC TX S     -  SP 101                                   164 18 49.9
 AH1722:UTM  14      -  SP 101                                   164 04 07.9
 AH1722
 AH1722|---------------------------------------------------------------------|
 AH1722| PID    Reference Object                     Distance      Geod. Az  |
 AH1722|                                                           dddmmss.s |
 AH1722| AH1723 SP 101                              APPROX. 1.6 KM 1644912.6 |
 AH1722|---------------------------------------------------------------------|
 AH1722
 AH1722                          SUPERSEDED SURVEY CONTROL
 AH1722
 AH1722  ELLIP H (02/16/96)  -18.24   (m)                       GP(       ) 5 1
 AH1722  NAD 83(1986)-  27 42 49.08126(N)    097 23 05.35062(W) AD(       ) 1
 AH1722  NGVD 29 (04/09/92)    8.2    (m)           27.     (f) GPS OBS        
 AH1722
 AH1722.Superseded values are not recommended for survey control.
 AH1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1722.See file dsdata.txt to determine how the superseded data were derived.
 AH1722
 AH1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5923866525(NAD 83)
 AH1722_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1722_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1722+WITH SETTING: INFORMATION.
 AH1722_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1722_STAMPING: SP100
 AH1722_MARK LOGO: TX1550
 AH1722_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1722+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AH1722
 AH1722  HISTORY     - Date     Condition        Report By
 AH1722  HISTORY     - 1991     MONUMENTED       TX1550
 AH1722  HISTORY     - 20020629 GOOD             USPSQD
 AH1722  HISTORY     - 20050820 GOOD             USPSQD
 AH1722
 AH1722                          STATION DESCRIPTION
 AH1722
 AH1722'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1722'IN CORPUS CHRISTI, ALONG EVERHART RD. S. OF HWY. 358. STATION LOCATED
 AH1722'17.7 FT (5.4 M) S. OF D/W BETWEEN THE BLACKEYED PEA RESTAURANT AND
 AH1722'WALMART PKG. LOT AND 0.80 FT (0.24 M) E. OF S/W ALONG EVERHART.
 AH1722'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP100. ACCESS
 AH1722'THROUGH A HINGED COVER.
 AH1722
 AH1722                          STATION RECOVERY (2002)
 AH1722
 AH1722'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AH1722'RECOVERED IN GOOD CONDITION.
 AH1722
 AH1722                          STATION RECOVERY (2005)
 AH1722
 AH1722'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AH1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1723 ***********************************************************************
 AH1723  DESIGNATION -  SP 101
 AH1723  PID         -  AH1723
 AH1723  STATE/COUNTY-  TX/NUECES
 AH1723  USGS QUAD   -  OSO CREEK NW (1975)
 AH1723
 AH1723                         *CURRENT SURVEY CONTROL
 AH1723  ___________________________________________________________________
 AH1723* NAD 83(1993)-  27 41 57.43548(N)    097 22 49.63090(W)     ADJUSTED  
 AH1723* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 AH1723  ___________________________________________________________________
 AH1723  X           -    -725,946.764 (meters)                     COMP
 AH1723  Y           -  -5,604,449.779 (meters)                     COMP
 AH1723  Z           -   2,947,032.037 (meters)                     COMP
 AH1723  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1723  ELLIP HEIGHT-         -19.21  (meters)          (06/17/02) GPS OBS
 AH1723  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH1723
 AH1723  HORZ ORDER  -  FIRST
 AH1723  ELLP ORDER  -  FIFTH     CLASS I
 AH1723
 AH1723.The horizontal coordinates were established by GPS observations
 AH1723.and adjusted by the National Geodetic Survey in February 1996..
 AH1723
 AH1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1723
 AH1723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1723
 AH1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1723
 AH1723.The ellipsoidal height was determined by GPS observations
 AH1723.and is referenced to NAD 83.
 AH1723
 AH1723.The geoid height was determined by GEOID03.
 AH1723
 AH1723;                    North         East     Units Scale Factor Converg.
 AH1723;SPC TX S     - 5,225,692.855   410,420.023   MT  0.99996881   +0 30 29.8
 AH1723;SPC TX S     -17,144,627.31  1,346,519.69   sFT  0.99996881   +0 30 29.8
 AH1723;UTM  14      - 3,064,940.922   659,689.967   MT  0.99991477   +0 45 10.7
 AH1723
 AH1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1723!SPC TX S     -   1.00000302  x   0.99996881  =   0.99997183
 AH1723!UTM  14      -   1.00000302  x   0.99991477  =   0.99991779
 AH1723
 AH1723:                Primary Azimuth Mark                     Grid Az
 AH1723:SPC TX S     -  SP 100                                   344 18 50.1
 AH1723:UTM  14      -  SP 100                                   344 04 09.2
 AH1723
 AH1723|---------------------------------------------------------------------|
 AH1723| PID    Reference Object                     Distance      Geod. Az  |
 AH1723|                                                           dddmmss.s |
 AH1723| AH1722 SP 100                              APPROX. 1.6 KM 3444919.9 |
 AH1723|---------------------------------------------------------------------|
 AH1723
 AH1723                          SUPERSEDED SURVEY CONTROL
 AH1723
 AH1723  ELLIP H (02/16/96)  -19.08   (m)                       GP(       ) 5 1
 AH1723  NAD 83(1986)-  27 41 57.44218(N)    097 22 49.60991(W) AD(       ) 1
 AH1723  NGVD 29 (04/09/92)    7.3    (m)           24.     (f) GPS OBS        
 AH1723
 AH1723.Superseded values are not recommended for survey control.
 AH1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1723.See file dsdata.txt to determine how the superseded data were derived.
 AH1723
 AH1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5969064941(NAD 83)
 AH1723_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1723_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1723+WITH SETTING: INFORMATION.
 AH1723_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1723_STAMPING: SP101
 AH1723_MARK LOGO: TX1550
 AH1723_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1723+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1723
 AH1723  HISTORY     - Date     Condition        Report By
 AH1723  HISTORY     - 1991     MONUMENTED       TX1550
 AH1723
 AH1723                          STATION DESCRIPTION
 AH1723
 AH1723'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1723'IN CORPUS CHRISTI, INSIDE RIDGEWOOD PARK ON MALDEN. STATION LOCATED
 AH1723'ACROSS ST. FROM 5713 MALDEN, 38.5 FT (11.7 M) SOUTHEASTERLY FROM B/C
 AH1723'ON MALDEN, AND APPROX. 200 FT (61.0 M) S. OF BROMLEY DR.
 AH1723'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP101. ACCESS
 AH1723'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1724 ***********************************************************************
 AH1724  DESIGNATION -  SP 110
 AH1724  PID         -  AH1724
 AH1724  STATE/COUNTY-  TX/NUECES
 AH1724  USGS QUAD   -  OSO CREEK NW (1975)
 AH1724
 AH1724                         *CURRENT SURVEY CONTROL
 AH1724  ___________________________________________________________________
 AH1724* NAD 83(1993)-  27 42 40.86534(N)    097 24 17.67604(W)     ADJUSTED  
 AH1724* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 AH1724  ___________________________________________________________________
 AH1724  X           -    -728,258.992 (meters)                     COMP
 AH1724  Y           -  -5,603,523.905 (meters)                     COMP
 AH1724  Z           -   2,948,216.072 (meters)                     COMP
 AH1724  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1724  ELLIP HEIGHT-         -18.23  (meters)          (06/17/02) GPS OBS
 AH1724  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AH1724
 AH1724  HORZ ORDER  -  FIRST
 AH1724  ELLP ORDER  -  FIFTH     CLASS I
 AH1724
 AH1724.The horizontal coordinates were established by GPS observations
 AH1724.and adjusted by the National Geodetic Survey in February 1996..
 AH1724
 AH1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1724
 AH1724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1724
 AH1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1724
 AH1724.The ellipsoidal height was determined by GPS observations
 AH1724.and is referenced to NAD 83.
 AH1724
 AH1724.The geoid height was determined by GEOID03.
 AH1724
 AH1724;                    North         East     Units Scale Factor Converg.
 AH1724;SPC TX S     - 5,227,008.451   407,996.311   MT  0.99997139   +0 29 49.8
 AH1724;SPC TX S     -17,148,943.56  1,338,567.90   sFT  0.99997139   +0 29 49.8
 AH1724;UTM  14      - 3,066,246.077   657,260.805   MT  0.99990527   +0 44 30.8
 AH1724
 AH1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1724!SPC TX S     -   1.00000286  x   0.99997139  =   0.99997425
 AH1724!UTM  14      -   1.00000286  x   0.99990527  =   0.99990813
 AH1724
 AH1724                          SUPERSEDED SURVEY CONTROL
 AH1724
 AH1724  ELLIP H (02/16/96)  -18.09   (m)                       GP(       ) 5 1
 AH1724  NAD 83(1986)-  27 42 40.87205(N)    097 24 17.65507(W) AD(       ) 1
 AH1724  NGVD 29 (04/09/92)    8.3    (m)           27.     (f) GPS OBS        
 AH1724
 AH1724.Superseded values are not recommended for survey control.
 AH1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1724.See file dsdata.txt to determine how the superseded data were derived.
 AH1724
 AH1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5726166246(NAD 83)
 AH1724_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1724_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1724+WITH SETTING: PAVEMENT
 AH1724_SP_SET: ON TOP OF STM. SEW. CURB INLET
 AH1724_STAMPING: SP110
 AH1724_MARK LOGO: TX1550
 AH1724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1724+STABILITY: SURFACE MOTION
 AH1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1724+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1724
 AH1724  HISTORY     - Date     Condition        Report By
 AH1724  HISTORY     - 1991     MONUMENTED       TX1550
 AH1724
 AH1724                          STATION DESCRIPTION
 AH1724
 AH1724'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1724'IN CORPUS CHRISTI ON WEBER RD. (HWY. 43) S. OF HOLLY RD. STATION
 AH1724'LOCATED ON CURB INLET ON E. SIDE OF WEBER RD., 21 FT (6.4 M) S. OF
 AH1724'HYDRANT, 29.5 FT (9.0 M) FROM RESTAURANT SIGN AND ACROSS FROM H.E.B.
 AH1724'GROCERY STORE.
 AH1724'MONUMENT IS A BRASS DISK ON TOP OF CONC. STM. SEW. CURB INLET STAMPED
 AH1724'SP110.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1725 ***********************************************************************
 AH1725  DESIGNATION -  SP 120
 AH1725  PID         -  AH1725
 AH1725  STATE/COUNTY-  TX/NUECES
 AH1725  USGS QUAD   -  OSO CREEK NW (1975)
 AH1725
 AH1725                         *CURRENT SURVEY CONTROL
 AH1725  ___________________________________________________________________
 AH1725* NAD 83(1993)-  27 43 26.39292(N)    097 25 38.79966(W)     ADJUSTED  
 AH1725* NAVD 88     -         9.4    (meters)      31.     (feet)  VERTCON   
 AH1725  ___________________________________________________________________
 AH1725  X           -    -730,378.671 (meters)                     COMP
 AH1725  Y           -  -5,602,591.766 (meters)                     COMP
 AH1725  Z           -   2,949,457.249 (meters)                     COMP
 AH1725  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AH1725  ELLIP HEIGHT-         -17.01  (meters)          (06/17/02) GPS OBS
 AH1725  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH1725
 AH1725  HORZ ORDER  -  FIRST
 AH1725  ELLP ORDER  -  FIFTH     CLASS I
 AH1725
 AH1725.The horizontal coordinates were established by GPS observations
 AH1725.and adjusted by the National Geodetic Survey in February 1996..
 AH1725
 AH1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1725
 AH1725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1725
 AH1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1725
 AH1725.The ellipsoidal height was determined by GPS observations
 AH1725.and is referenced to NAD 83.
 AH1725
 AH1725.The geoid height was determined by GEOID03.
 AH1725
 AH1725;                    North         East     Units Scale Factor Converg.
 AH1725;SPC TX S     - 5,228,390.704   405,762.149   MT  0.99997415   +0 29 13.0
 AH1725;SPC TX S     -17,153,478.50  1,331,237.98   sFT  0.99997415   +0 29 13.0
 AH1725;UTM  14      - 3,067,618.674   655,020.919   MT  0.99989663   +0 43 54.2
 AH1725
 AH1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1725!SPC TX S     -   1.00000267  x   0.99997415  =   0.99997682
 AH1725!UTM  14      -   1.00000267  x   0.99989663  =   0.99989930
 AH1725
 AH1725                          SUPERSEDED SURVEY CONTROL
 AH1725
 AH1725  ELLIP H (02/16/96)  -16.88   (m)                       GP(       ) 5 1
 AH1725  NAD 83(1986)-  27 43 26.39969(N)    097 25 38.77874(W) AD(       ) 1
 AH1725  NGVD 29 (04/09/92)    9.6    (m)           31.     (f) GPS OBS        
 AH1725
 AH1725.Superseded values are not recommended for survey control.
 AH1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1725.See file dsdata.txt to determine how the superseded data were derived.
 AH1725
 AH1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5502167619(NAD 83)
 AH1725_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1725_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1725+WITH SETTING: INFORMATION.
 AH1725_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1725_STAMPING: SP120
 AH1725_MARK LOGO: TX1550
 AH1725_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1725+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 AH1725
 AH1725  HISTORY     - Date     Condition        Report By
 AH1725  HISTORY     - 1991     MONUMENTED       TX1550
 AH1725  HISTORY     - 20020629 GOOD             USPSQD
 AH1725
 AH1725                          STATION DESCRIPTION
 AH1725
 AH1725'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1725'IN CORPUS CHRISTI, ON HOLLY RD. E. OF HWY. 286 (AYERS ST.). STATION
 AH1725'LOCATED 5 FT (1.5 M) S. OF FIRST D/W INTO THE CITY WATER FACILITIES
 AH1725'BLDG., E. OF THE ENTRANCE TO THE CITY MAINTAINCE SERVICE BLDG., AND
 AH1725'36.5 FT (11.1 M) N. OF HYDRANT ON HOLLY RD.
 AH1725'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP120. ACCESS
 AH1725'THROUGH A HINGED COVER.
 AH1725
 AH1725                          STATION RECOVERY (2002)
 AH1725
 AH1725'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AH1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1726 ***********************************************************************
 AH1726  DESIGNATION -  SP 140
 AH1726  PID         -  AH1726
 AH1726  STATE/COUNTY-  TX/NUECES
 AH1726  USGS QUAD   -  OSO CREEK NW (1975)
 AH1726
 AH1726                         *CURRENT SURVEY CONTROL
 AH1726  ___________________________________________________________________
 AH1726* NAD 83(1993)-  27 45 00.76349(N)    097 28 06.70283(W)     ADJUSTED  
 AH1726* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 AH1726  ___________________________________________________________________
 AH1726  X           -    -734,220.341 (meters)                     COMP
 AH1726  Y           -  -5,600,727.814 (meters)                     COMP
 AH1726  Z           -   2,952,029.278 (meters)                     COMP
 AH1726  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AH1726  ELLIP HEIGHT-         -15.04  (meters)          (06/17/02) GPS OBS
 AH1726  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH1726
 AH1726  HORZ ORDER  -  FIRST
 AH1726  ELLP ORDER  -  FIFTH     CLASS I
 AH1726
 AH1726.The horizontal coordinates were established by GPS observations
 AH1726.and adjusted by the National Geodetic Survey in February 1996..
 AH1726
 AH1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1726
 AH1726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1726
 AH1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1726
 AH1726.The ellipsoidal height was determined by GPS observations
 AH1726.and is referenced to NAD 83.
 AH1726
 AH1726.The geoid height was determined by GEOID03.
 AH1726
 AH1726;                    North         East     Units Scale Factor Converg.
 AH1726;SPC TX S     - 5,231,261.684   401,687.283   MT  0.99998001   +0 28 05.9
 AH1726;SPC TX S     -17,162,897.71  1,317,869.03   sFT  0.99998001   +0 28 05.9
 AH1726;SPC TXSC     - 3,991,775.572   751,016.518   MT  1.00024183   +0 45 01.0
 AH1726;SPC TXSC     -13,096,350.36  2,463,960.03   sFT  1.00024183   +0 45 01.0
 AH1726;UTM  14      - 3,070,471.963   650,934.182   MT  0.99988119   +0 42 47.6
 AH1726
 AH1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1726!SPC TX S     -   1.00000236  x   0.99998001  =   0.99998237
 AH1726!SPC TXSC     -   1.00000236  x   1.00024183  =   1.00024419
 AH1726!UTM  14      -   1.00000236  x   0.99988119  =   0.99988355
 AH1726
 AH1726                          SUPERSEDED SURVEY CONTROL
 AH1726
 AH1726  ELLIP H (02/16/96)  -14.91   (m)                       GP(       ) 5 1
 AH1726  NAD 83(1986)-  27 45 00.77032(N)    097 28 06.68194(W) AD(       ) 1
 AH1726  NGVD 29 (04/09/92)   11.7    (m)           38.     (f) GPS OBS        
 AH1726
 AH1726.Superseded values are not recommended for survey control.
 AH1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1726.See file dsdata.txt to determine how the superseded data were derived.
 AH1726
 AH1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5093470472(NAD 83)
 AH1726_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1726_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1726+WITH SETTING: INFORMATION.
 AH1726_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1726_STAMPING: SP140
 AH1726_MARK LOGO: TX1550
 AH1726_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1726+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1726
 AH1726  HISTORY     - Date     Condition        Report By
 AH1726  HISTORY     - 1991     MONUMENTED       TX1550
 AH1726
 AH1726                          STATION DESCRIPTION
 AH1726
 AH1726'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1726'IN CORPUS CHRISTI ON W. SIDE OLD BROWNSVILLE ROAD N. OF WESTPOINT.
 AH1726'STATION LOCATED 300 FT (91.4 M) N. OF RR TRACKS AND 3 FT (0.9 M) W.
 AH1726'OF PAVED SHOULDER ON OLD BROWNSVILLE RD.
 AH1726'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP140. ACCESS
 AH1726'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1727 ***********************************************************************
 AH1727  DESIGNATION -  SP 160
 AH1727  PID         -  AH1727
 AH1727  STATE/COUNTY-  TX/NUECES
 AH1727  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1727
 AH1727                         *CURRENT SURVEY CONTROL
 AH1727  ___________________________________________________________________
 AH1727* NAD 83(1993)-  27 45 50.84054(N)    097 29 32.32625(W)     ADJUSTED  
 AH1727* NAVD 88     -        10.9    (meters)      36.     (feet)  VERTCON   
 AH1727  ___________________________________________________________________
 AH1727  X           -    -736,451.544 (meters)                     COMP
 AH1727  Y           -  -5,599,710.272 (meters)                     COMP
 AH1727  Z           -   2,953,393.107 (meters)                     COMP
 AH1727  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH1727  ELLIP HEIGHT-         -15.61  (meters)          (06/17/02) GPS OBS
 AH1727  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH1727
 AH1727  HORZ ORDER  -  FIRST
 AH1727  ELLP ORDER  -  FIFTH     CLASS I
 AH1727
 AH1727.The horizontal coordinates were established by GPS observations
 AH1727.and adjusted by the National Geodetic Survey in February 1996..
 AH1727
 AH1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1727
 AH1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1727
 AH1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1727
 AH1727.The ellipsoidal height was determined by GPS observations
 AH1727.and is referenced to NAD 83.
 AH1727
 AH1727.The geoid height was determined by GEOID03.
 AH1727
 AH1727;                    North         East     Units Scale Factor Converg.
 AH1727;SPC TX S     - 5,232,784.140   399,330.259   MT  0.99998321   +0 27 27.0
 AH1727;SPC TX S     -17,167,892.63  1,310,136.02   sFT  0.99998321   +0 27 27.0
 AH1727;UTM  14      - 3,071,984.170   648,570.919   MT  0.99987246   +0 42 08.9
 AH1727
 AH1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1727!SPC TX S     -   1.00000245  x   0.99998321  =   0.99998566
 AH1727!UTM  14      -   1.00000245  x   0.99987246  =   0.99987491
 AH1727
 AH1727                          SUPERSEDED SURVEY CONTROL
 AH1727
 AH1727  ELLIP H (02/16/96)  -15.48   (m)                       GP(       ) 5 1
 AH1727  NAD 83(1986)-  27 45 50.84742(N)    097 29 32.30537(W) AD(       ) 1
 AH1727  NGVD 29 (04/09/92)   11.2    (m)           37.     (f) GPS OBS        
 AH1727
 AH1727.Superseded values are not recommended for survey control.
 AH1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1727.See file dsdata.txt to determine how the superseded data were derived.
 AH1727
 AH1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4857171984(NAD 83)
 AH1727_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1727_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1727+WITH SETTING: INFORMATION.
 AH1727_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1727_STAMPING: SP160
 AH1727_MARK LOGO: TX1550
 AH1727_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1727+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1727
 AH1727  HISTORY     - Date     Condition        Report By
 AH1727  HISTORY     - 1991     MONUMENTED       TX1550
 AH1727
 AH1727                          STATION DESCRIPTION
 AH1727
 AH1727'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1727'IN CORPUS CHRISTI AT THE NE INTER. OF JOE MIREUR RD. AND BEAR LANE.
 AH1727'STATION LOCATED 100 FT (30.5 M) N OF BEAR LN. AND 10 FT (3.0 M) E. OF
 AH1727'JOE MIREUR. STATION IS LOCATED S. OF CONC. BRIDGE.
 AH1727'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP160. ACCESS
 AH1727'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1728 ***********************************************************************
 AH1728  DESIGNATION -  SP 180
 AH1728  PID         -  AH1728
 AH1728  STATE/COUNTY-  TX/NUECES
 AH1728  USGS QUAD   -  ANNAVILLE (1975)
 AH1728
 AH1728                         *CURRENT SURVEY CONTROL
 AH1728  ___________________________________________________________________
 AH1728* NAD 83(1993)-  27 47 01.65907(N)    097 32 23.78363(W)     ADJUSTED  
 AH1728* NAVD 88     -        13.2    (meters)      43.     (feet)  VERTCON   
 AH1728  ___________________________________________________________________
 AH1728  X           -    -740,972.992 (meters)                     COMP
 AH1728  Y           -  -5,598,090.969 (meters)                     COMP
 AH1728  Z           -   2,955,322.883 (meters)                     COMP
 AH1728  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AH1728  ELLIP HEIGHT-         -13.51  (meters)          (06/17/02) GPS OBS
 AH1728  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH1728
 AH1728  HORZ ORDER  -  FIRST
 AH1728  ELLP ORDER  -  FIFTH     CLASS I
 AH1728
 AH1728.The horizontal coordinates were established by GPS observations
 AH1728.and adjusted by the National Geodetic Survey in February 1996..
 AH1728
 AH1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1728
 AH1728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1728
 AH1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1728
 AH1728.The ellipsoidal height was determined by GPS observations
 AH1728.and is referenced to NAD 83.
 AH1728
 AH1728.The geoid height was determined by GEOID03.
 AH1728
 AH1728;                    North         East     Units Scale Factor Converg.
 AH1728;SPC TX S     - 5,234,927.393   394,619.050   MT  0.99998783   +0 26 09.1
 AH1728;SPC TX S     -17,174,924.29  1,294,679.33   sFT  0.99998783   +0 26 09.1
 AH1728;UTM  14      - 3,074,107.008   643,851.166   MT  0.99985542   +0 40 50.5
 AH1728
 AH1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1728!SPC TX S     -   1.00000212  x   0.99998783  =   0.99998995
 AH1728!UTM  14      -   1.00000212  x   0.99985542  =   0.99985754
 AH1728
 AH1728                          SUPERSEDED SURVEY CONTROL
 AH1728
 AH1728  ELLIP H (02/16/96)  -13.36   (m)                       GP(       ) 5 1
 AH1728  NAD 83(1986)-  27 47 01.66628(N)    097 32 23.76302(W) AD(       ) 1
 AH1728  NGVD 29 (04/09/92)   13.3    (m)           44.     (f) GPS OBS        
 AH1728
 AH1728.Superseded values are not recommended for survey control.
 AH1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1728.See file dsdata.txt to determine how the superseded data were derived.
 AH1728
 AH1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4385174107(NAD 83)
 AH1728_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1728_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1728+WITH SETTING: PAVEMENT
 AH1728_SP_SET: ON TOP OF STM. SEW. CURB INLET
 AH1728_STAMPING: SP180
 AH1728_MARK LOGO: TX1550
 AH1728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1728+STABILITY: SURFACE MOTION
 AH1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1728+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1728
 AH1728  HISTORY     - Date     Condition        Report By
 AH1728  HISTORY     - 1991     MONUMENTED       TX1550
 AH1728
 AH1728                          STATION DESCRIPTION
 AH1728
 AH1728'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1728'IN CORPUS CHRISTI ON W. SIDE OF SOUTH CLARKWOOD RD. S. OF HWY. 44 AND
 AH1728'N. OF IRIS AVE. STATION LOCATED ON TOP OF INLET, 114 FT (34.7 M) S.
 AH1728'OF A FENCE CORNER.
 AH1728'MONUMENT IS A BRASS DISK ON TOP OF CONC. STM. SEW. CURB INLET STAMPED
 AH1728'SP180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1729 ***********************************************************************
 AH1729  DESIGNATION -  SP 210
 AH1729  PID         -  AH1729
 AH1729  STATE/COUNTY-  TX/NUECES
 AH1729  USGS QUAD   -  ANNAVILLE (1975)
 AH1729
 AH1729                         *CURRENT SURVEY CONTROL
 AH1729  ___________________________________________________________________
 AH1729* NAD 83(1993)-  27 48 28.98986(N)    097 36 14.37234(W)     ADJUSTED  
 AH1729* NAVD 88     -        19.4    (meters)      64.     (feet)  VERTCON   
 AH1729  ___________________________________________________________________
 AH1729  X           -    -747,065.610 (meters)                     COMP
 AH1729  Y           -  -5,596,021.911 (meters)                     COMP
 AH1729  Z           -   2,957,703.784 (meters)                     COMP
 AH1729  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AH1729  ELLIP HEIGHT-          -7.40  (meters)          (06/17/02) GPS OBS
 AH1729  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH1729
 AH1729  HORZ ORDER  -  FIRST
 AH1729  ELLP ORDER  -  FIFTH     CLASS I
 AH1729
 AH1729.The horizontal coordinates were established by GPS observations
 AH1729.and adjusted by the National Geodetic Survey in February 1996..
 AH1729
 AH1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1729
 AH1729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1729
 AH1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1729
 AH1729.The ellipsoidal height was determined by GPS observations
 AH1729.and is referenced to NAD 83.
 AH1729
 AH1729.The geoid height was determined by GEOID03.
 AH1729
 AH1729;                    North         East     Units Scale Factor Converg.
 AH1729;SPC TX S     - 5,237,569.118   388,287.366   MT  0.99999370   +0 24 24.5
 AH1729;SPC TX S     -17,183,591.35  1,273,906.13   sFT  0.99999370   +0 24 24.5
 AH1729;UTM  14      - 3,076,721.286   637,509.187   MT  0.99983339   +0 39 04.9
 AH1729
 AH1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1729!SPC TX S     -   1.00000116  x   0.99999370  =   0.99999486
 AH1729!UTM  14      -   1.00000116  x   0.99983339  =   0.99983455
 AH1729
 AH1729                          SUPERSEDED SURVEY CONTROL
 AH1729
 AH1729  ELLIP H (02/16/96)   -7.28   (m)                       GP(       ) 5 1
 AH1729  NAD 83(1986)-  27 48 28.99714(N)    097 36 14.35145(W) AD(       ) 1
 AH1729  NGVD 29 (04/09/92)   19.5    (m)           64.     (f) GPS OBS        
 AH1729
 AH1729.Superseded values are not recommended for survey control.
 AH1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1729.See file dsdata.txt to determine how the superseded data were derived.
 AH1729
 AH1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3750976721(NAD 83)
 AH1729_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1729_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1729+WITH SETTING: INFORMATION.
 AH1729_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1729_STAMPING: SP210
 AH1729_MARK LOGO: TX1550
 AH1729_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1729+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1729
 AH1729  HISTORY     - Date     Condition        Report By
 AH1729  HISTORY     - 1991     MONUMENTED       TX1550
 AH1729
 AH1729                          STATION DESCRIPTION
 AH1729
 AH1729'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1729'IN CORPUS CHRISTI ON CO. RD. 44 W. OF VIOLET RD. STATION LOCATED 10 FT
 AH1729'(3.0 M) N. OF PAVT. ON CO. RD. 44 AND 95 FT (29.0 M) W. OF POWER
 AH1729'LINES ALONG VIOLET RD.
 AH1729'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP210. ACCESS
 AH1729'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1730 ***********************************************************************
 AH1730  DESIGNATION -  SP 270
 AH1730  PID         -  AH1730
 AH1730  STATE/COUNTY-  TX/NUECES
 AH1730  USGS QUAD   -  ROBSTOWN (1975)
 AH1730
 AH1730                         *CURRENT SURVEY CONTROL
 AH1730  ___________________________________________________________________
 AH1730* NAD 83(1993)-  27 52 30.06694(N)    097 43 45.62738(W)     ADJUSTED  
 AH1730* NAVD 88     -        28.4    (meters)      93.     (feet)  VERTCON   
 AH1730  ___________________________________________________________________
 AH1730  X           -    -758,841.425 (meters)                     COMP
 AH1730  Y           -  -5,590,947.665 (meters)                     COMP
 AH1730  Z           -   2,964,269.875 (meters)                     COMP
 AH1730  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AH1730  ELLIP HEIGHT-           1.54  (meters)          (06/17/02) GPS OBS
 AH1730  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AH1730
 AH1730  HORZ ORDER  -  FIRST
 AH1730  ELLP ORDER  -  FIFTH     CLASS I
 AH1730
 AH1730.The horizontal coordinates were established by GPS observations
 AH1730.and adjusted by the National Geodetic Survey in February 1996..
 AH1730
 AH1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1730
 AH1730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1730
 AH1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1730
 AH1730.The ellipsoidal height was determined by GPS observations
 AH1730.and is referenced to NAD 83.
 AH1730
 AH1730.The geoid height was determined by GEOID03.
 AH1730
 AH1730;                    North         East     Units Scale Factor Converg.
 AH1730;SPC TX S     - 5,244,908.387   375,891.094   MT  1.00001082   +0 20 59.6
 AH1730;SPC TX S     -17,207,670.27  1,233,236.03   sFT  1.00001082   +0 20 59.6
 AH1730;UTM  14      - 3,084,006.222   625,084.067   MT  0.99979312   +0 35 39.0
 AH1730
 AH1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1730!SPC TX S     -   0.99999976  x   1.00001082  =   1.00001058
 AH1730!UTM  14      -   0.99999976  x   0.99979312  =   0.99979288
 AH1730
 AH1730                          SUPERSEDED SURVEY CONTROL
 AH1730
 AH1730  ELLIP H (02/16/96)    1.67   (m)                       GP(       ) 5 1
 AH1730  NAD 83(1986)-  27 52 30.07383(N)    097 43 45.60495(W) AD(       ) 1
 AH1730  NGVD 29 (04/09/92)   28.6    (m)           94.     (f) GPS OBS        
 AH1730
 AH1730.Superseded values are not recommended for survey control.
 AH1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1730.See file dsdata.txt to determine how the superseded data were derived.
 AH1730
 AH1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2508484006(NAD 83)
 AH1730_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1730_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1730+WITH SETTING: INFORMATION.
 AH1730_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1730_STAMPING: SP270
 AH1730_MARK LOGO: TX1550
 AH1730_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1730+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1730
 AH1730  HISTORY     - Date     Condition        Report By
 AH1730  HISTORY     - 1991     MONUMENTED       TX1550
 AH1730
 AH1730                          STATION DESCRIPTION
 AH1730
 AH1730'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1730'IN CORPUS CHRISTI S. OF FM 624 AND 3.6 MI (5.8 KM) E. OF FM 666.
 AH1730'STATION LOCATED AT REST STOP 54 FT (16.5 M) S. OF CENTERLINE FM 624
 AH1730'AND 132.5 FT (40.4 M) E. FROM PP AT W. SIDE PKG. AREA.
 AH1730'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP270. ACCESS
 AH1730'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1731 ***********************************************************************
 AH1731  CBN         -  This is a Cooperative Base Network Control Station.
 AH1731  DESIGNATION -  SP 300
 AH1731  PID         -  AH1731
 AH1731  STATE/COUNTY-  TX/NUECES
 AH1731  USGS QUAD   -  SAN PATRICIO (1979)
 AH1731
 AH1731                         *CURRENT SURVEY CONTROL
 AH1731  ___________________________________________________________________
 AH1731* NAD 83(1993)-  27 53 51.61497(N)    097 47 00.67464(W)     ADJUSTED  
 AH1731* NAVD 88     -        22.9    (meters)      75.     (feet)  GPS OBS   
 AH1731  ___________________________________________________________________
 AH1731  X           -    -763,968.318 (meters)                     COMP
 AH1731  Y           -  -5,589,059.582 (meters)                     COMP
 AH1731  Z           -   2,966,486.116 (meters)                     COMP
 AH1731  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AH1731  ELLIP HEIGHT-          -3.86  (meters)          (10/24/00) GPS OBS
 AH1731  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AH1731
 AH1731  HORZ ORDER  -  B
 AH1731  ELLP ORDER  -  FOURTH    CLASS II
 AH1731
 AH1731.The horizontal coordinates were established by GPS observations
 AH1731.and adjusted by the National Geodetic Survey in May 1994..
 AH1731
 AH1731.The orthometric height was determined by GPS observations and a
 AH1731.high-resolution geoid model.
 AH1731
 AH1731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1731
 AH1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1731
 AH1731.The ellipsoidal height was determined by GPS observations
 AH1731.and is referenced to NAD 83.
 AH1731
 AH1731.The geoid height was determined by GEOID03.
 AH1731
 AH1731;                    North         East     Units Scale Factor Converg.
 AH1731;SPC TX S     - 5,247,387.211   370,541.515   MT  1.00001692   +0 19 31.0
 AH1731;SPC TX S     -17,215,802.87  1,215,684.95   sFT  1.00001692   +0 19 31.0
 AH1731;UTM  14      - 3,086,461.668   619,725.202   MT  0.99977692   +0 34 09.3
 AH1731
 AH1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1731!SPC TX S     -   1.00000061  x   1.00001692  =   1.00001753
 AH1731!UTM  14      -   1.00000061  x   0.99977692  =   0.99977753
 AH1731
 AH1731                          SUPERSEDED SURVEY CONTROL
 AH1731
 AH1731  ELLIP H (05/09/94)   -3.71   (m)                       GP(       ) 4 2
 AH1731  NAD 83(1986)-  27 53 51.62142(N)    097 47 00.65101(W) AD(       ) 1
 AH1731  NGVD 29 (04/09/92)   23.2    (m)           76.     (f) GPS OBS        
 AH1731
 AH1731.Superseded values are not recommended for survey control.
 AH1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1731.See file dsdata.txt to determine how the superseded data were derived.
 AH1731
 AH1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1972586462(NAD 83)
 AH1731_MARKER: DD = SURVEY DISK
 AH1731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1731_SP_SET: STAINLESS STEEL ROD
 AH1731_STAMPING: SP300
 AH1731_MARK LOGO: TX1550
 AH1731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1731+STABILITY: POSITION/ELEVATION WELL
 AH1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1731+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1993
 AH1731
 AH1731  HISTORY     - Date     Condition        Report By
 AH1731  HISTORY     - 1991     MONUMENTED       TX1550
 AH1731  HISTORY     - 19930316 GOOD             TXHD
 AH1731
 AH1731                          STATION DESCRIPTION
 AH1731
 AH1731'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1731'IN CORPUS CHRISTI AT THE NW CORNER OF FM 624 AND FM 666. STATION
 AH1731'LOCATED 54 FT (16.5 M) S. OF SW CORNER OF OLD SCHOOL BLDG. AND 61.5
 AH1731'FT (18.7 M) SW OF THE SE CORNER OF OLD SCHOOL BLDG.
 AH1731'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SP300. ACCESS
 AH1731'THROUGH A HINGED COVER.
 AH1731
 AH1731                          STATION RECOVERY (1993)
 AH1731
 AH1731'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1993
 AH1731'STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF ROBSTOWN,
 AH1731'38.6 KM (24.00 MI) WEST OF CORPUS CHRISTI, 25.7 KM (15.95 MI) NORTH
 AH1731'OF DRISCOLL, AT THE COMMUNITY OF BLUNZER, IN FM 624 RIGHT-OF-WAY.
 AH1731'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 AH1731'TO REACH FROM THE JUNCTION OF S. HIGHWAY 77 AND FM 624, WEST OF CORPUS
 AH1731'CHRISTI, GO WEST ON FM 624 FOR 16.1 KM (10.00 MI) TO THE INTERSECTION
 AH1731'OF FM 666 AT BLUNZER, CONTINUE AHEAD ON FM 624 FOR 0.08 KM (0.05 MI)
 AH1731'TO THE STATION ON THE RIGHT NORTHWEST OF THE INTERSECTION.
 AH1731'STATION IS A BRASS DISK ON A METAL ROD DRIVEN TO AN UNKNOWN DEPTH
 AH1731'RECESSED 3 CM ENCASED IN A 15 CM PVC PIPE SURROUNDED BY CONCRETE
 AH1731'FLUSH WITH THE GROUND.  IT IS 26.1 M (85.6 FT) NORTH FROM THE CENTER
 AH1731'OF FM 624, 46.4 M (152.2 FT) WEST FROM THE CENTER OF FM 666, 17.3 M
 AH1731'(56.8 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE OLD BLUNZER SCHOOL,
 AH1731'18.5 M (60.7 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE SCHOOL, 1.7
 AH1731'M (5.6 FT) EAST OF A CONCRETE RIGHT-OF-WAY MARKER PROJECTING 40 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0987 ***********************************************************************
 CU0987  DESIGNATION -  SPADE
 CU0987  PID         -  CU0987
 CU0987  STATE/COUNTY-  TX/MITCHELL
 CU0987  USGS QUAD   -  SPADE RANCH (1976)
 CU0987
 CU0987                         *CURRENT SURVEY CONTROL
 CU0987  ___________________________________________________________________
 CU0987* NAD 83(1993)-  32 08 49.01984(N)    100 54 45.82843(W)     ADJUSTED  
 CU0987* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 CU0987  ___________________________________________________________________
 CU0987  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CU0987  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CU0987
 CU0987  HORZ ORDER  -  THIRD
 CU0987
 CU0987.The horizontal coordinates were established by classical geodetic methods
 CU0987.and adjusted by the National Geodetic Survey in February 1996..
 CU0987
 CU0987.The orthometric height was scaled from a topographic map.
 CU0987
 CU0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0987
 CU0987.The geoid height was determined by GEOID03.
 CU0987
 CU0987;                    North         East     Units Scale Factor Converg.
 CU0987;SPC TXNC     - 2,055,873.933   372,398.780   MT  0.99999626   -1 18 57.2
 CU0987;SPC TXNC     - 6,744,979.73  1,221,778.33   sFT  0.99999626   -1 18 57.2
 CU0987;UTM  14      - 3,558,326.714   319,606.514   MT  1.00000132   -1 01 04.9
 CU0987
 CU0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0987!SPC TXNC     -   0.99989865  x   0.99999626  =   0.99989491
 CU0987!UTM  14      -   0.99989865  x   1.00000132  =   0.99989997
 CU0987
 CU0987:                Primary Azimuth Mark                     Grid Az
 CU0987:SPC TXNC     -  SPADE WATER TANK SEC                     251 35 22.7
 CU0987:UTM  14      -  SPADE WATER TANK SEC                     251 17 30.4
 CU0987
 CU0987|---------------------------------------------------------------------|
 CU0987| PID    Reference Object                     Distance      Geod. Az  |
 CU0987|                                                           dddmmss.s |
 CU0987| CU0988 SPADE WATER TANK SEC                APPROX. 5.8 KM 2501625.5 |
 CU0987|---------------------------------------------------------------------|
 CU0987
 CU0987                          SUPERSEDED SURVEY CONTROL
 CU0987
 CU0987  NAD 83(1986)-  32 08 49.02428(N)    100 54 45.81925(W) AD(       ) 3
 CU0987  NAD 27      -  32 08 48.54793(N)    100 54 44.40498(W) AD(       ) 3
 CU0987
 CU0987.Superseded values are not recommended for survey control.
 CU0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0987.See file dsdata.txt to determine how the superseded data were derived.
 CU0987
 CU0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA1960758327(NAD 83)
 CU0987_MARKER: DD = SURVEY DISK
 CU0987_SETTING: 0 = UNSPECIFIED SETTING
 CU0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0987
 CU0987  HISTORY     - Date     Condition        Report By
 CU0987  HISTORY     - 1958     MONUMENTED       USGS
 CU0987
 CU0987                          STATION DESCRIPTION
 CU0987
 CU0987'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CU0987'STATION LOCATED APPROXIMATELY 4 MI. W. AND 18 MI. S. OF COLORADO CITY,
 CU0987'TEXAS, ON AN E-W. RIDGE, 83 FT. E. OF N-S. FENCE.
 CU0987'
 CU0987'TO REACH FROM COLORADO CITY, PROCEED S. ON STATE HIGHWAY 163 22 MI.
 CU0987'TURN LEFT AT ENTRANCE TO SPADE RANCH AND GO E. 3 MI. TO SPADE RANCH
 CU0987'HEADQUARTERS.  THENCE E. ON MAIN TRAVELED RD. 3.3 MI. CROSS
 CU0987'CATTLEGUARD AND TURN LEFT ON TRACK RD. 0.5 MI. TO CROSSROAD.  TURN
 CU0987'LEFT AND GO 0.2 MI. TO GATE.  FROM THIS POINT STATION IS 1180 FT.
 CU0987'NNE. AND 83 FT. E. OF FENCE.
 CU0987'
 CU0987'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 CU0987'1 IN., STAMPED ---SPADE 1958 VABM 2203---.
 CU0987'
 CU0987'REFERENCE MARK NO. 1--DRILL HOLE IN BOULDER, 59.69 FT. FROM STATION,
 CU0987'N 67 DEG 57 MIN W.
 CU0987'
 CU0987'REFERENCE MARK NO. 2--CHISELED CROSS ON BOULDER, 54.00 FT. FROM
 CU0987'STATION MARK, N 25 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0558 ***********************************************************************
 DP0558  DESIGNATION -  SPADE
 DP0558  PID         -  DP0558
 DP0558  STATE/COUNTY-  TX/DICKENS
 DP0558  USGS QUAD   -  SPUR NW (1967)
 DP0558
 DP0558                         *CURRENT SURVEY CONTROL
 DP0558  ___________________________________________________________________
 DP0558* NAD 83(1993)-  33 25 25.38613(N)    100 54 48.78926(W)     ADJUSTED  
 DP0558* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 DP0558  ___________________________________________________________________
 DP0558  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 DP0558  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DP0558
 DP0558  HORZ ORDER  -  FIRST
 DP0558
 DP0558.The horizontal coordinates were established by classical geodetic methods
 DP0558.and adjusted by the National Geodetic Survey in February 1996..
 DP0558
 DP0558.The orthometric height was scaled from a topographic map.
 DP0558
 DP0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0558
 DP0558.The geoid height was determined by GEOID03.
 DP0558
 DP0558;                    North         East     Units Scale Factor Converg.
 DP0558;SPC TXNC     - 2,197,419.207   375,573.663   MT  0.99989364   -1 18 58.8
 DP0558;SPC TXNC     - 7,209,366.18  1,232,194.59   sFT  0.99989364   -1 18 58.8
 DP0558;UTM  14      - 3,699,898.820   322,090.104   MT  0.99999024   -1 03 15.5
 DP0558
 DP0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0558!SPC TXNC     -   0.99989160  x   0.99989364  =   0.99978525
 DP0558!UTM  14      -   0.99989160  x   0.99999024  =   0.99988184
 DP0558
 DP0558:                Primary Azimuth Mark                     Grid Az
 DP0558:SPC TXNC     -  SPADE AZ MK                              183 25 34.7
 DP0558:UTM  14      -  SPADE AZ MK                              183 09 51.4
 DP0558
 DP0558|---------------------------------------------------------------------|
 DP0558| PID    Reference Object                     Distance      Geod. Az  |
 DP0558|                                                           dddmmss.s |
 DP0558| CX8686 SPADE AZ MK                                        1820635.9 |
 DP0558| CX8687 SPADE RM 1                           34.253 METERS 24802     |
 DP0558| CX8688 SPADE RM 2                           39.770 METERS 30437     |
 DP0558|---------------------------------------------------------------------|
 DP0558
 DP0558                          SUPERSEDED SURVEY CONTROL
 DP0558
 DP0558  NAD 83(1993)-  33 25 25.38961(N)    100 54 48.78408(W) AD(       ) 1
 DP0558  NAD 83(1986)-  33 25 25.39068(N)    100 54 48.78010(W) AD(       ) 1
 DP0558  NAD 27      -  33 25 25.06772(N)    100 54 47.31119(W) AD(       ) 1
 DP0558
 DP0558.Superseded values are not recommended for survey control.
 DP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0558.See file dsdata.txt to determine how the superseded data were derived.
 DP0558
 DP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2209099899(NAD 83)
 DP0558_MARKER: DS = TRIANGULATION STATION DISK
 DP0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0558
 DP0558  HISTORY     - Date     Condition        Report By
 DP0558  HISTORY     - 1968     MONUMENTED       CGS
 DP0558
 DP0558                          STATION DESCRIPTION
 DP0558
 DP0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0558'STATION IS LOCATED ABOUT 25 MILES SOUTHEAST OF CROSBYTON, 14 MILES
 DP0558'EAST OF KALGARY AND 5 MILES SOUTHWEST OF SPUR ON PROPERTY OWNED BY
 DP0558'MR. LOUIS WILLIAMS.
 DP0558'
 DP0558'TO REACH FROM THE POST OFFICE IN SPUR, GO SOUTH FOR 0.3 MILE TO
 DP0558'JUNCTION OF STATE HIGHWAY 70 AND FARM ROAD 261, TURN RIGHT AND
 DP0558'FOLLOW FARM ROAD 261 WEST AND SOUTH FOR 6.5 MILES TO JUNCTION WITH
 DP0558'FARM ROAD 1081, TURN LEFT AND GO SOUTH ON FARM ROAD 1081 FOR 0.25
 DP0558'MILE TO THE STATION ON LEFT, CONTINUE SOUTH FOR 0.75 MILE TO A
 DP0558'GATE AND THE AZIMUTH MARK ON RIGHT.
 DP0558'
 DP0558'STATION MARK, A STANDARD DISK STAMPED SPADE 1968, IS SET IN THE
 DP0558'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK IS
 DP0558'156 FEET NORTHEAST OF NORTH GATE POST, 143 FEET EAST OF THE CENTER
 DP0558'OF FARM ROAD 1081, 115 FEET NORTHEAST OF A POWER LINE POLE AND 93
 DP0558'FEET EAST OF FENCE.
 DP0558'
 DP0558'REFERENCE MARK 1, A STANDARD DISK STAMPED SPADE NO 1 1968, IS SET
 DP0558'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2 INCHES AND ABOUT 3
 DP0558'FEET LOWER THAN THE STATION.  THE MARK IS 36 FEET EAST OF CENTER OF
 DP0558'ROAD, 31.5 FEET NORTHWEST OF A POWER LINE POLE AND 13 FEET WEST OF
 DP0558'FENCE.
 DP0558'
 DP0558'REFERENCE MARK 2, A STANDARD DISK STAMPED SPADE NO 2 1968, IS SET
 DP0558'IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH AND ABOUT 2 FEET LOWER
 DP0558'THAN THE STATION.  THE MARK IS 35 FEET EAST OF CENTER OF ROAD AND
 DP0558'15 FEET WEST OF FENCE.
 DP0558'
 DP0558'AZIMUTH MARK, A STANDARD DISK STAMPED SPADE 1968, IS SET IN THE
 DP0558'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 12 INCHES.  THE MARK IS
 DP0558'51 FEET WEST OF CENTER OF FARM ROAD 1081, 3.0 FEET SOUTH OF WITNESS
 DP0558'POST AND 2.8 FEET NORTH OF NORTH GATE POST.
 DP0558'
 DP0558'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0988 ***********************************************************************
 CU0988  DESIGNATION -  SPADE WATER TANK SEC
 CU0988  PID         -  CU0988
 CU0988  STATE/COUNTY-  TX/MITCHELL
 CU0988  USGS QUAD   -  SPADE RANCH (1976)
 CU0988
 CU0988                         *CURRENT SURVEY CONTROL
 CU0988  ___________________________________________________________________
 CU0988* NAD 83(1993)-  32 07 44.98288(N)    100 58 15.54388(W)     ADJUSTED  
 CU0988* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 CU0988  ___________________________________________________________________
 CU0988  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CU0988  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CU0988
 CU0988  HORZ ORDER  -  THIRD
 CU0988
 CU0988.The horizontal coordinates were established by classical geodetic methods
 CU0988.and adjusted by the National Geodetic Survey in February 1996..
 CU0988
 CU0988.The orthometric height was scaled from a topographic map.
 CU0988
 CU0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0988
 CU0988.The geoid height was determined by GEOID03.
 CU0988
 CU0988;                    North         East     Units Scale Factor Converg.
 CU0988;SPC TXNC     - 2,054,029.711   366,858.061   MT  1.00000116   -1 20 51.6
 CU0988;SPC TXNC     - 6,738,929.14  1,203,600.16   sFT  1.00000116   -1 20 51.6
 CU0988;UTM  14      - 3,556,453.623   314,075.394   MT  1.00002632   -1 02 54.7
 CU0988
 CU0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0988!SPC TXNC     -   0.99989863  x   1.00000116  =   0.99989979
 CU0988!UTM  14      -   0.99989863  x   1.00002632  =   0.99992495
 CU0988
 CU0988                          SUPERSEDED SURVEY CONTROL
 CU0988
 CU0988  NAD 83(1986)-  32 07 44.98724(N)    100 58 15.53500(W) AD(       ) 4
 CU0988  NAD 27      -  32 07 44.50587(N)    100 58 14.11731(W) AD(       ) 3
 CU0988
 CU0988.Superseded values are not recommended for survey control.
 CU0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0988.See file dsdata.txt to determine how the superseded data were derived.
 CU0988
 CU0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA1407556454(NAD 83)
 CU0988_MARKER: 51 = TANK
 CU0988
 CU0988  HISTORY     - Date     Condition        Report By
 CU0988  HISTORY     - 1957     FIRST OBSERVED   USGS
 CU0988
 CU0988                          STATION DESCRIPTION
 CU0988
 CU0988'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CU0988'STATION LOCATED ABOUT 6 MI. W. AND 19 MI. S. OF COLORADO CITY, TEXAS,
 CU0988'AT SPADE RANCH HEADQUARTERS.  THERE ARE TWO SIMILAR TANKS AT THE
 CU0988'RANCH AND THE SOUTHERNMOST ONE WAS THE ONE INTERSECTED.  STATION IS
 CU0988'CENTER OF TANK WHICH STANDS ABOUT 40 FT. ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0893 ***********************************************************************
 DO0893  DESIGNATION -  SPAIN ET
 DO0893  PID         -  DO0893
 DO0893  STATE/COUNTY-  TX/HASKELL
 DO0893  USGS QUAD   -  HASKELL (1966)
 DO0893
 DO0893                         *CURRENT SURVEY CONTROL
 DO0893  ___________________________________________________________________
 DO0893* NAD 83(1993)-  33 10 41.94984(N)    099 42 49.71153(W)     ADJUSTED  
 DO0893* NAVD 88     -       493.     (meters)    1617.     (feet)  VERTCON   
 DO0893  ___________________________________________________________________
 DO0893  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DO0893  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DO0893
 DO0893  HORZ ORDER  -  THIRD
 DO0893
 DO0893.The horizontal coordinates were established by classical geodetic methods
 DO0893.and adjusted by the National Geodetic Survey in February 1996..
 DO0893
 DO0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0893
 DO0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0893
 DO0893.The geoid height was determined by GEOID03.
 DO0893
 DO0893;                    North         East     Units Scale Factor Converg.
 DO0893;SPC TXNC     - 2,168,281.001   486,811.065   MT  0.99987506   -0 39 43.2
 DO0893;SPC TXNC     - 7,113,768.58  1,597,145.97   sFT  0.99987506   -0 39 43.2
 DO0893;UTM  14      - 3,671,282.592   433,452.722   MT  0.99965460   -0 23 26.3
 DO0893
 DO0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0893!SPC TXNC     -   0.99992714  x   0.99987506  =   0.99980221
 DO0893!UTM  14      -   0.99992714  x   0.99965460  =   0.99958177
 DO0893
 DO0893:                Primary Azimuth Mark                     Grid Az
 DO0893:SPC TXNC     -  TP COURTHOUSE                            218 15 52.0
 DO0893:UTM  14      -  TP COURTHOUSE                            217 59 35.1
 DO0893
 DO0893|---------------------------------------------------------------------|
 DO0893| PID    Reference Object                     Distance      Geod. Az  |
 DO0893|                                                           dddmmss.s |
 DO0893| DO0894 TP COURTHOUSE                       APPROX. 3.0 KM 2173608.8 |
 DO0893| DO0892 HASKELL CABLE TV MAST               APPROX. 3.4 KM 2455728.7 |
 DO0893|---------------------------------------------------------------------|
 DO0893
 DO0893                          SUPERSEDED SURVEY CONTROL
 DO0893
 DO0893  NAD 83(1993)-  33 10 41.95266(N)    099 42 49.70993(W) AD(       ) 3
 DO0893  NAD 83(1986)-  33 10 41.95688(N)    099 42 49.70335(W) AD(       ) 3
 DO0893  NAD 27      -  33 10 41.58757(N)    099 42 48.37964(W) AD(       ) 3
 DO0893  NGVD 29 (07/19/86)  493.     (m)         1617.     (f) VERT ANG       
 DO0893
 DO0893.Superseded values are not recommended for survey control.
 DO0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0893.See file dsdata.txt to determine how the superseded data were derived.
 DO0893
 DO0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3345371283(NAD 83)
 DO0893_MARKER: DD = SURVEY DISK
 DO0893_SETTING: 0 = UNSPECIFIED SETTING
 DO0893_STAMPING: SPAIN ET 1965
 DO0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0893
 DO0893  HISTORY     - Date     Condition        Report By
 DO0893  HISTORY     - 1965     MONUMENTED       USGS
 DO0893  HISTORY     - 19950101 GOOD             TXDOT
 DO0893
 DO0893                          STATION DESCRIPTION
 DO0893
 DO0893'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0893'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 277 AND TEXAS STATE
 DO0893'HIGHWAY 24 IN HASKELL, GO 1.5 MI. N. ON U.S. 277 TO RD. E. (AT JUNK
 DO0893'YARD).  GO E. 1.0 MI. TO STATION ON S. SIDE OF RD.  STATION IS 20.3
 DO0893'FT. W. OF POWER POLE, 4.9 FT. W. OF IRON POST, 1.0 FT. N. OF FENCE
 DO0893'AND ABOUT 0.1 FT. BELOW SURFACE OF GROUND.
 DO0893'
 DO0893'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST, STAMPED
 DO0893'---SPAIN ET 1965---.
 DO0893
 DO0893                          STATION RECOVERY (1995)
 DO0893
 DO0893'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1995 (RB)
 DO0893'SPAIN ET 1965 IS EXCELLENT.  FOUND 0.4 FT (12.2 CM) DOWN, 21.3 FT (6.5
 DO0893'M) WEST OF UTILITY POLE WITH METER, 9.0 FT (2.7 M) NNNE OF 4 IRON PIPE
 DO0893'GATE POST, 56.1 FT (17.1 M) EENE OF NE CORNER BRICK GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0651 ***********************************************************************
 DP0651  DESIGNATION -  SPARK ET
 DP0651  PID         -  DP0651
 DP0651  STATE/COUNTY-  TX/LYNN
 DP0651  USGS QUAD   -  DOUBLE LAKES (1969)
 DP0651
 DP0651                         *CURRENT SURVEY CONTROL
 DP0651  ___________________________________________________________________
 DP0651* NAD 83(1993)-  33 14 03.28834(N)    101 59 52.55521(W)     ADJUSTED  
 DP0651* NAVD 88     -       995.0    (meters)    3264.     (feet)  VERTCON   
 DP0651  ___________________________________________________________________
 DP0651  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DP0651  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 DP0651
 DP0651  HORZ ORDER  -  SECOND
 DP0651
 DP0651.The horizontal coordinates were established by classical geodetic methods
 DP0651.and adjusted by the National Geodetic Survey in February 1996..
 DP0651
 DP0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0651
 DP0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0651
 DP0651.The geoid height was determined by GEOID03.
 DP0651
 DP0651;                    North         East     Units Scale Factor Converg.
 DP0651;SPC TXNC     - 2,179,255.739   274,073.667   MT  0.99987768   -1 54 27.9
 DP0651;SPC TXNC     - 7,149,774.87    899,190.02   sFT  0.99987768   -1 54 27.9
 DP0651;UTM  14      - 3,681,263.880   220,636.785   MT  1.00056235   -1 38 38.8
 DP0651;UTM  13      - 3,681,274.954   779,748.771   MT  1.00056500   +1 38 47.0
 DP0651
 DP0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0651!SPC TXNC     -   0.99984762  x   0.99987768  =   0.99972531
 DP0651!UTM  14      -   0.99984762  x   1.00056235  =   1.00040988
 DP0651!UTM  13      -   0.99984762  x   1.00056500  =   1.00041253
 DP0651
 DP0651:                Primary Azimuth Mark                     Grid Az
 DP0651:SPC TXNC     -  CROSBY                                   120 08 00.1
 DP0651:UTM  14      -  CROSBY                                   119 52 11.0
 DP0651:UTM  13      -  CROSBY                                   116 34 45.2
 DP0651
 DP0651|---------------------------------------------------------------------|
 DP0651| PID    Reference Object                     Distance      Geod. Az  |
 DP0651|                                                           dddmmss.s |
 DP0651| DP0647 CROSBY                              APPROX.11.0 KM 1181332.2 |
 DP0651| CJ8538 SPARK ET RM 1                        21.667 METERS 17849     |
 DP0651| CJ8539 SPARK ET RM 2                        13.608 METERS 35841     |
 DP0651|---------------------------------------------------------------------|
 DP0651
 DP0651                          SUPERSEDED SURVEY CONTROL
 DP0651
 DP0651  NAD 83(1986)-  33 14 03.29652(N)    101 59 52.54708(W) AD(       ) 2
 DP0651  NAD 27      -  33 14 02.97309(N)    101 59 50.95530(W) AD(       ) 2
 DP0651  NGVD 29 (07/19/86)  994.6    (m)         3263.     (f) VERT ANG       
 DP0651
 DP0651.Superseded values are not recommended for survey control.
 DP0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0651.See file dsdata.txt to determine how the superseded data were derived.
 DP0651
 DP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2063781264(NAD 83)
 DP0651_MARKER: DD = SURVEY DISK
 DP0651_SETTING: 0 = UNSPECIFIED SETTING
 DP0651
 DP0651  HISTORY     - Date     Condition        Report By
 DP0651  HISTORY     - 1968     MONUMENTED       USGS
 DP0651
 DP0651                          STATION DESCRIPTION
 DP0651
 DP0651'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DP0651'THE STATION IS LOCATED NORTH 68 DEG WEST ABOUT 12.6 MILES FROM THE
 DP0651'COURTHOUSE AT TAHOKA, TEXAS ON HIGHEST PART OF A NORTH-SOUTH BLOW
 DP0651'SAND RIDGE.
 DP0651'
 DP0651'TO REACH FROM THE TAHOKA COURTHOUSE, GO 10.7 MILES WEST ON
 DP0651'U.S. HIGHWAY 380 TO A GRADED ROAD, TURN RIGHT AND GO 5.0 MILES
 DP0651'NORTH ON GRADED ROAD TO A GRADED ROAD WEST, TURN LEFT AND GO 1.0
 DP0651'MILE WEST ON GRADED ROAD TO A JOG IN THE ROAD, TURN LEFT AND GO
 DP0651'0.37 MILE SOUTH ALONG CROP LINE TO TOP OF SAND RIDGE AND THE
 DP0651'STATION SITE.  THE STATION IS 5.5 FEET NORTHEAST OF A USGS
 DP0651'WITNESS SIGN ON A METAL POST.
 DP0651'
 DP0651'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DP0651'DRIVEN TO A DEPTH OF 20 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 DP0651'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 DP0651'IS FLUSH WITH THE GROUND AND IS STAMPED SPARK ET 1968.
 DP0651'
 DP0651'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 DP0651'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 DP0651'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 DP0651'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED SPARK
 DP0651'ET 1968 - 1.
 DP0651'
 DP0651'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 DP0651'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 DP0651'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 DP0651'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED SPARK
 DP0651'ET 1968 - 2.
 DP0651'
 DP0651'USC AND GS STATION CROSBY 1932 IS VISIBLE FROM THE GROUND AND
 DP0651'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6048 ***********************************************************************
 AW6048  DESIGNATION -  SPARKS
 AW6048  PID         -  AW6048
 AW6048  STATE/COUNTY-  TX/LIBERTY
 AW6048  USGS QUAD   -  WHITES BAYOU (1994)
 AW6048
 AW6048                         *CURRENT SURVEY CONTROL
 AW6048  ___________________________________________________________________
 AW6048* NAD 83(1993)-  29 56 35.05711(N)    094 32 12.11318(W)     ADJUSTED  
 AW6048* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AW6048  ___________________________________________________________________
 AW6048  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6048  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW6048
 AW6048  HORZ ORDER  -  SECOND
 AW6048
 AW6048.The horizontal coordinates were established by classical geodetic methods
 AW6048.and adjusted by the National Geodetic Survey in February 1996..
 AW6048
 AW6048.The orthometric height was scaled from a topographic map.
 AW6048
 AW6048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6048
 AW6048.The geoid height was determined by GEOID03.
 AW6048
 AW6048;                    North         East     Units Scale Factor Converg.
 AW6048;SPC TX C     - 3,045,220.101 1,259,389.952   MT  1.00005086   +2 59 08.2
 AW6048;SPC TX C     - 9,990,859.61  4,131,848.53   sFT  1.00005086   +2 59 08.2
 AW6048;SPC TXSC     - 4,242,039.462 1,030,753.677   MT  0.99991941   +2 11 11.9
 AW6048;SPC TXSC     -13,917,424.47  3,381,731.02   sFT  0.99991941   +2 11 11.9
 AW6048;UTM  15      - 3,313,470.068   351,695.516   MT  0.99987136   -0 46 01.8
 AW6048
 AW6048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6048!SPC TX C     -   1.00000212  x   1.00005086  =   1.00005298
 AW6048!SPC TXSC     -   1.00000212  x   0.99991941  =   0.99992153
 AW6048!UTM  15      -   1.00000212  x   0.99987136  =   0.99987348
 AW6048
 AW6048|---------------------------------------------------------------------|
 AW6048| PID    Reference Object                     Distance      Geod. Az  |
 AW6048|                                                           dddmmss.s |
 AW6048| CV9419 SPARKS RM 1                          16.279 METERS 17756     |
 AW6048| AW6051 MC BRIDE 1942 ECC                   APPROX.11.0 KM 2261050.8 |
 AW6048| CV9418 SPARKS AZ MK                                       2722956.4 |
 AW6048| CV9420 SPARKS RM 2                          16.782 METERS 27405     |
 AW6048|---------------------------------------------------------------------|
 AW6048
 AW6048                          SUPERSEDED SURVEY CONTROL
 AW6048
 AW6048  NAD 83(1993)-  29 56 35.06960(N)    094 32 12.09825(W) AD(       ) 2
 AW6048  NAD 83(1986)-  29 56 35.07521(N)    094 32 12.09604(W) AD(       ) 2
 AW6048  NAD 27      -  29 56 34.29600(N)    094 32 11.40400(W) AD(       ) 2
 AW6048
 AW6048.Superseded values are not recommended for survey control.
 AW6048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6048.See file dsdata.txt to determine how the superseded data were derived.
 AW6048
 AW6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP5169613470(NAD 83)
 AW6048_MARKER: DS = TRIANGULATION STATION DISK
 AW6048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6048
 AW6048  HISTORY     - Date     Condition        Report By
 AW6048  HISTORY     - 1951     MONUMENTED       CGS
 AW6048
 AW6048                          STATION DESCRIPTION
 AW6048
 AW6048'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW6048'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHEAST OF HAMKAMER AND
 AW6048'ABOUT 7.0 MILES SOUTHEAST OF DEVERS IN THE NORTHEAST CORNER OF
 AW6048'A FARMYARD, 35 FEET SOUTH OF AN IRRIGATION CANAL, 29 FEET SOUTH
 AW6048'OF AN EAST-WEST FENCE LINE, 10 FEET WEST OF A NORTH-SOUTH FENCE
 AW6048'LINE AND 9 FEET WEST OF A WITNESS POST.  IT IS STAMPED SPARKS
 AW6048'1951 AND PROJECTS 4 INCHES.
 AW6048'
 AW6048'REFERENCE MARK NO. 1 IS NEAR THE NORTHEAST CORNER OF FARMYARD,
 AW6048'80 FEET SOUTH OF A T FENCE CORNER AND 1 FOOT WEST OF A
 AW6048'NORTH-SOUTH FENCE LINE.  IT IS STAMPED SPARKS NO 1 1951 AND
 AW6048'PROJECTS 6 INCHES.
 AW6048'
 AW6048'REFERENCE MARK NO. 2 IS NEAR THE NORTH EDGE OF FARMYARD,
 AW6048'25 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 AW6048'SPARKS NO 2 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 AW6048'
 AW6048'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 80.57 FEET.
 AW6048'
 AW6048'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 48 FEET NORTH OF
 AW6048'THE CENTER OF FARM ROAD 1410, 2 FEET EAST OF A WITNESS POST
 AW6048'AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 AW6048'SPARKS 1951 AND PROJECTS 5 INCHES.
 AW6048'
 AW6048'TO REACH THE STATION FROM THE POST OFFICE IN DEVERS, GO WEST
 AW6048'ON U.S. HIGHWAY 90 FOR 0.4 MILE TO JUNCTION WITH STATE HIGHWAY
 AW6048'61, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 61 FOR 5.8 MILES
 AW6048'TO A T ROAD LEFT, TURN LEFT AND GO EAST ON FARM ROAD 1410 FOR
 AW6048'3.3 MILES TO POINT WHERE MAIN ROAD CURVES LEFT AND AZIMUTH MARK
 AW6048'ON LEFT AS DESCRIBED.  CONTINUE EAST FOR 0.4 MILE TO DRIVEWAY
 AW6048'INTO FARMYARD ON RIGHT AND STATION IN NORTHEAST CORNER OF YARD
 AW6048'AS DESCRIBED.
 AW6048'
 AW6048'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0530 ***********************************************************************
 DP0530  DESIGNATION -  SPARKS
 DP0530  PID         -  DP0530
 DP0530  STATE/COUNTY-  TX/STONEWALL
 DP0530  USGS QUAD   -  DOUBLE MOUNTAINS (1968)
 DP0530
 DP0530                         *CURRENT SURVEY CONTROL
 DP0530  ___________________________________________________________________
 DP0530* NAD 83(1993)-  33 00 25.14147(N)    100 23 23.65562(W)     ADJUSTED  
 DP0530* NAVD 88     -       580.     (meters)    1903.     (feet)  SCALED    
 DP0530  ___________________________________________________________________
 DP0530  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 DP0530  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DP0530
 DP0530  HORZ ORDER  -  SECOND
 DP0530
 DP0530.The horizontal coordinates were established by classical geodetic methods
 DP0530.and adjusted by the National Geodetic Survey in February 1996..
 DP0530
 DP0530.The orthometric height was scaled from a topographic map.
 DP0530
 DP0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0530
 DP0530.The geoid height was determined by GEOID03.
 DP0530
 DP0530;                    North         East     Units Scale Factor Converg.
 DP0530;SPC TXNC     - 2,150,215.624   423,428.246   MT  0.99987292   -1 01 50.7
 DP0530;SPC TXNC     - 7,054,499.09  1,389,197.50   sFT  0.99987292   -1 01 50.7
 DP0530;UTM  14      - 3,652,919.114   370,165.939   MT  0.99980784   -0 45 26.1
 DP0530
 DP0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0530!SPC TXNC     -   0.99991332  x   0.99987292  =   0.99978625
 DP0530!UTM  14      -   0.99991332  x   0.99980784  =   0.99972117
 DP0530
 DP0530|---------------------------------------------------------------------|
 DP0530| PID    Reference Object                     Distance      Geod. Az  |
 DP0530|                                                           dddmmss.s |
 DP0530| CX8691 SPARKS RM 2                          12.239 METERS 07756     |
 DP0530| CX8689 SPARKS AZ MK                                       3403126.6 |
 DP0530| CX8690 SPARKS RM 1                          12.616 METERS 34707     |
 DP0530|---------------------------------------------------------------------|
 DP0530
 DP0530                          SUPERSEDED SURVEY CONTROL
 DP0530
 DP0530  NAD 83(1993)-  33 00 25.14577(N)    100 23 23.65209(W) AD(       ) 2
 DP0530  NAD 83(1986)-  33 00 25.14738(N)    100 23 23.64775(W) AD(       ) 2
 DP0530  NAD 27      -  33 00 24.78505(N)    100 23 22.25644(W) AD(       ) 2
 DP0530
 DP0530.Superseded values are not recommended for survey control.
 DP0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0530.See file dsdata.txt to determine how the superseded data were derived.
 DP0530
 DP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7016652919(NAD 83)
 DP0530_MARKER: DS = TRIANGULATION STATION DISK
 DP0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0530
 DP0530  HISTORY     - Date     Condition        Report By
 DP0530  HISTORY     - 1968     MONUMENTED       CGS
 DP0530
 DP0530                          STATION DESCRIPTION
 DP0530
 DP0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0530'THE STATION IS LOCATED AIRLINE, ABOUT 10 MILES NORTHEAST OF
 DP0530'ROTAN, 8 MILES EAST OF STATE HIGHWAY 70, 1 MILE SOUTHEAST OF FARM
 DP0530'ROAD 610, IN THE DOUBLE MOUNTAIN OIL FIELD AND ON THE EAST SIDE OF
 DP0530'A NORTH-SOUTH FENCE LINE ON PROPERTY OWNED BY MR. L.A. SPARKS.
 DP0530'
 DP0530'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 92
 DP0530'IN ROTAN, GO NORTH ON STATE HIGHWAY 70 FOR 6.6 MILES TO A SIDE ROAD
 DP0530'RIGHT (FARM ROAD 610), TURN RIGHT AND GO NORTHEAST ON FARM ROAD 610
 DP0530'FOR 5.45 MILES TO A DIAGONAL CROSS ROAD, BEAR RIGHT AND GO EAST ON
 DP0530'A GRAVELED ROAD FOR 2.35 MILES TO A SIDE ROAD RIGHT AT A CATTLE
 DP0530'GUARD, TURN RIGHT AND GO SOUTH ON A FARM ROAD FOR 0.15 MILE TO
 DP0530'ANOTHER CATTLE GUARD, CONTINUE SOUTH ON THE FARM ROAD FOR 0.1
 DP0530'MILE TO AN OIL WELL AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 DP0530'SOUTH ON THE FARM ROAD FOR 0.25 MILE TO A GATE ON THE LEFT, PASS
 DP0530'THROUGH THE GATE, TURN SHARP RIGHT AND GO SOUTH 0.05 MILE TO
 DP0530'ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ALONG THE
 DP0530'EAST SIDE OF THE FENCE FOR 0.05 MILE TO THE STATION AS
 DP0530'DESCRIBED.
 DP0530'
 DP0530'THE STATION MARK IS A STANDARD DISK STAMPED SPARKS 1968, SET IN
 DP0530'THE TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.  IT IS ABOUT
 DP0530'195 FEET SOUTH OF THE WIRE GATE AND 5.0 FEET EAST OF THE FENCE.
 DP0530'
 DP0530'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SPARKS NO 1 1968, SET
 DP0530'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT IS 4.0
 DP0530'FEET EAST OF THE FENCE.
 DP0530'
 DP0530'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SPARKS NO 2 1968, SET
 DP0530'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT IS 45.2
 DP0530'FEET EAST OF THE FENCE.
 DP0530'
 DP0530'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SPARKS 1968, SET IN
 DP0530'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 1.3
 DP0530'FEET WEST OF A SIGN DELTA DRILLING COMPANY WELL 1, 13.0 FEET SOUTH
 DP0530'OF A POWER POLE, AND 10.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DP0530'OF THE CONCRETE BASE OF THE OIL WELL.
 DP0530'
 DP0530'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1339 ***********************************************************************
 BZ1339  DESIGNATION -  SPARTA
 BZ1339  PID         -  BZ1339
 BZ1339  STATE/COUNTY-  TX/BELL
 BZ1339  USGS QUAD   -  NOLANVILLE (1995)
 BZ1339
 BZ1339                         *CURRENT SURVEY CONTROL
 BZ1339  ___________________________________________________________________
 BZ1339* NAD 83(1993)-  31 06 53.36444(N)    097 34 21.88390(W)     ADJUSTED  
 BZ1339* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 BZ1339  ___________________________________________________________________
 BZ1339  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BZ1339  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BZ1339
 BZ1339  HORZ ORDER  -  SECOND
 BZ1339
 BZ1339.The horizontal coordinates were established by classical geodetic methods
 BZ1339.and adjusted by the National Geodetic Survey in February 1996..
 BZ1339
 BZ1339.The orthometric height was scaled from a topographic map.
 BZ1339
 BZ1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1339
 BZ1339.The geoid height was determined by GEOID03.
 BZ1339
 BZ1339;                    North         East     Units Scale Factor Converg.
 BZ1339;SPC TX C     - 3,163,802.526   963,273.813   MT  0.99988369   +1 25 18.7
 BZ1339;SPC TX C     -10,379,908.79  3,160,340.83   sFT  0.99988369   +1 25 18.7
 BZ1339;UTM  14      - 3,443,203.441   636,097.434   MT  0.99982847   +0 44 15.6
 BZ1339
 BZ1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1339!SPC TX C     -   0.99996264  x   0.99988369  =   0.99984633
 BZ1339!UTM  14      -   0.99996264  x   0.99982847  =   0.99979112
 BZ1339
 BZ1339:                Primary Azimuth Mark                     Grid Az
 BZ1339:SPC TX C     -  TEMPLE ARMY AIR FIELD BEACON             074 38 23.5
 BZ1339:UTM  14      -  TEMPLE ARMY AIR FIELD BEACON             075 19 26.6
 BZ1339
 BZ1339|---------------------------------------------------------------------|
 BZ1339| PID    Reference Object                     Distance      Geod. Az  |
 BZ1339|                                                           dddmmss.s |
 BZ1339| BZ1325 TEMPLE ARMY AIR FIELD BEACON        APPROX.15.7 KM 0760342.2 |
 BZ1339| CV6377 SPARTA RM 1                          22.560 METERS 12752     |
 BZ1339| CV6376 SPARTA AZ MK                                       2210403.9 |
 BZ1339| CV6378 SPARTA RM 2                          22.150 METERS 25419     |
 BZ1339|---------------------------------------------------------------------|
 BZ1339
 BZ1339                          SUPERSEDED SURVEY CONTROL
 BZ1339
 BZ1339  NAD 83(1986)-  31 06 53.37304(N)    097 34 21.86955(W) AD(       ) 2
 BZ1339  NAD 27      -  31 06 52.73700(N)    097 34 20.81800(W) AD(       ) 2
 BZ1339
 BZ1339.Superseded values are not recommended for survey control.
 BZ1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1339.See file dsdata.txt to determine how the superseded data were derived.
 BZ1339
 BZ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV3609743203(NAD 83)
 BZ1339_MARKER: DS = TRIANGULATION STATION DISK
 BZ1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1339
 BZ1339  HISTORY     - Date     Condition        Report By
 BZ1339  HISTORY     - 1943     MONUMENTED       CGS
 BZ1339  HISTORY     - 1952     GOOD             AMS
 BZ1339  HISTORY     - 1958     GOOD             AMS
 BZ1339  HISTORY     - 1962     POOR             USE
 BZ1339  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BZ1339
 BZ1339                          STATION DESCRIPTION
 BZ1339
 BZ1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1339'THE STATION IS LOCATED ABOUT 3.0 MILES S OF SPARTA, 9.5 MILES
 BZ1339'E OF KILLEEN, AND 3.0 MILES NNE OF NOLANVILLE, ON LAND OWNED
 BZ1339'AND OCCUPIED BY LEE E. RINKER.  IT IS 32 FEET S OF A
 BZ1339'TRIANGULAR-BLAZED 3-FOOT OAK TREE, 35 FEET E OF THE N AND S FENCE
 BZ1339'LINE, AND 0.05 MILE N OF THE RINKER FARMHOUSE.  THE DISK
 BZ1339'IS STAMPED SPARTA 1943, AND PROJECTS 6 INCHES.
 BZ1339'
 BZ1339'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1339'DISKS SET IN CONCRETE.
 BZ1339'
 BZ1339'REFERENCE MARK NO. 1 IS S OF THE STATION, 1 FOOT E OF THE N
 BZ1339'AND S FENCE LINE, AND ON THE SAME ELEVATION AS THE STATION.
 BZ1339'THE DISK IS STAMPED SPARTA NO. 1 1943, AND PROJECTS 4 INCHES.
 BZ1339'
 BZ1339'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 1 FOOT E OF THE
 BZ1339'N-S FENCE LINE, AND ON THE SAME ELEVATION AS THE STATION.
 BZ1339'THE DISK IS STAMPED SPARTA NO. 2, 1943, AND PROJECTS 4 INCHES.
 BZ1339'
 BZ1339'THE AZIMUTH MARK IS ABOUT 0.6 MILE W OF THE STATION, 0.1
 BZ1339'MILE E OF AN UNPAINTED FARMHOUSE, 0.3 MILE N OF A WHITE
 BZ1339'PAINTED FARMHOUSE, AND 1 FOOT E OF A N-S FENCE LINE.  THE
 BZ1339'DISK IS STAMPED SPARTA 1943, AND PROJECTS 3 INCHES.  TO REACH
 BZ1339'FROM THE STATION.  GO BACK S TO THE MAIN-TRAVELED DIRT
 BZ1339'ROAD, AND SIX MAIL BOXES, TURN RIGHT AND GO W FOR 0.8 MILE
 BZ1339'TO A SIDE ROAD RIGHT AT FOUR MAIL BOXES ON A WAGON WHEEL, TURN
 BZ1339'RIGHT AND GO 1.0 MILE TO A FORKS JUST BEFORE REACHING A WHITE
 BZ1339'PAINTED FARMHOUSE, BEAR LEFT ON FARM ROAD FOR 0.4 MILE TO
 BZ1339'AN UNPAINTED FARMHOUSE, FROM FARMHOUSE WALK DUE E TO THE
 BZ1339'N-S FENCE LINE SEPARATING THE TWO FARMS FOR 0.05 MILE AND
 BZ1339'MARK.
 BZ1339'
 BZ1339'TO REACH THE STATION FROM THE RAILROAD STATION IN NOLANVILLE.
 BZ1339'GO N ON MAIN STREET FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN
 BZ1339'RIGHT AND GO E FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT
 BZ1339'AND GO N FOR 0.8 MILE TO A FORKS, BEAR RIGHT AND GO E
 BZ1339'FOR 2.45 MILES TO A SIDE ROAD LEFT OPPOSITE SIX MAIL BOXES
 BZ1339'ON THE RIGHT, TURN LEFT AND GO N FOR 1.1 MILES TO A
 BZ1339'T-INTERSECTION, TURN LEFT AND GO 0.4 MILE TO A GATE AT THE
 BZ1339'END OF THE LANE, PASS THROUGH GATE AND CONTINUE ON
 BZ1339'MAIN-TRAVELED ROAD FOR 0.3 MILE TO A GATE ON THE LEFT JUST
 BZ1339'BEFORE REACHING A FARMHOUSE, TURN LEFT THROUGH GATE AND
 BZ1339'FOLLOW FARM ROAD FOR 0.2 MILE TO A GATE AT THE NW END OF
 BZ1339'THE FIELD, PASS THROUGH GATE AND CONTINUE ON FARM ROAD FOR
 BZ1339'0.15 MILE TO THE RINKER FARMHOUSE, TURN RIGHT JUST BEFORE
 BZ1339'REACHING HOUSE, THEN LEFT ALONG FENCE LINE FOR 0.05 MILE
 BZ1339'TO A TRIANGULAR-BLAZED OAK TREE AND STATION.
 BZ1339'
 BZ1339'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BZ1339'
 BZ1339'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BZ1339
 BZ1339                          STATION RECOVERY (1952)
 BZ1339
 BZ1339'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BZ1339'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1339
 BZ1339                          STATION RECOVERY (1958)
 BZ1339
 BZ1339'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BZ1339'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1339
 BZ1339                          STATION RECOVERY (1962)
 BZ1339
 BZ1339'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1339'REFERENCE MARK NO. 1 IS 35 METERS NW FROM NW CORNER OF CONCRETE
 BZ1339'FOUNDATION ON TOP OF FLAT HILL IN CLEARING, 22.56 METERS
 BZ1339'SE FROM BROKEN CONCRETE MONUMENT OF TRIANGULATION STATION
 BZ1339'SPARTA, 26.51 METERS EAST OF DISTURBED REFERENCE MARK NO. 2.
 BZ1339'REFERENC MARK IS A BRONZE DISK IN CONCRETE 12 X 12 INCH POST
 BZ1339'PROJECTING 6 INCHES AND LOCATED 1 METER SOUTH OF DIM TANK TRAIL.
 BZ1339'
 BZ1339'FROM JUNCTION OF SPARTA ROAD WITH NORTH NOLAN ROAD GO WEST
 BZ1339'0.85 MILE TO CREEK, THEN SW 0.2 MILE ON TANK TRAIL, THE SOUTH
 BZ1339'0.5 MILE UP ROCKY HILL AND ALONG TRAIL, PARALLEL TO FENCE,
 BZ1339'THEN WEST 0.5 MILE ON TRAIL PARALLEL TO FENCE TO DELTA
 BZ1339'INTERSECTION OF 3 TANK TRAILS, THEN SW 0.6 MILES TO STATION SITE.
 BZ1339'
 BZ1339'AZIMUTH MARK HAS NOT BEEN RECOVERED AFTER A LIMITED SEARCH.
 BZ1339
 BZ1339                          STATION RECOVERY (1965)
 BZ1339
 BZ1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1339'STATION SURFACE MARK DESTROYED, BUT THE UNDERGROUND MARK WAS
 BZ1339'FOUND IN GOOD CONDITION.
 BZ1339'
 BZ1339'R.M. 1 FOUND UPROOTED COMPLETELY.  R.M. 2 FOUND DISPLACED
 BZ1339'APPROXIMATELY 6 INCHES.  AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0850 ***********************************************************************
 GK0850  DESIGNATION -  SPEAR
 GK0850  PID         -  GK0850
 GK0850  STATE/COUNTY-  TX/HANSFORD
 GK0850  USGS QUAD   -  SPEARMAN (1974)
 GK0850
 GK0850                         *CURRENT SURVEY CONTROL
 GK0850  ___________________________________________________________________
 GK0850* NAD 83(1993)-  36 07 33.37577(N)    101 09 16.26903(W)     ADJUSTED  
 GK0850* NAVD 88     -       950.     (meters)    3117.     (feet)  SCALED    
 GK0850  ___________________________________________________________________
 GK0850  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 GK0850  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 GK0850
 GK0850  HORZ ORDER  -  FIRST
 GK0850
 GK0850.The horizontal coordinates were established by classical geodetic methods
 GK0850.and adjusted by the National Geodetic Survey in February 1996..
 GK0850
 GK0850.The orthometric height was scaled from a topographic map.
 GK0850
 GK0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0850
 GK0850.The geoid height was determined by GEOID03.
 GK0850
 GK0850;                    North         East     Units Scale Factor Converg.
 GK0850;SPC TX N     - 1,235,906.524   231,099.759   MT  0.99998712   +0 12 00.8
 GK0850;SPC TX N     - 4,054,803.32    758,199.79   sFT  0.99998712   +0 12 00.8
 GK0850;UTM  14      - 4,000,066.713   306,113.465   MT  1.00006321   -1 16 14.2
 GK0850
 GK0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0850!SPC TX N     -   0.99985512  x   0.99998712  =   0.99984224
 GK0850!UTM  14      -   0.99985512  x   1.00006321  =   0.99991832
 GK0850
 GK0850|---------------------------------------------------------------------|
 GK0850| PID    Reference Object                     Distance      Geod. Az  |
 GK0850|                                                           dddmmss.s |
 GK0850| CM9223 SPEAR RM 1                           22.372 METERS 12117     |
 GK0850| CM9224 SPEAR RM 2                           16.621 METERS 26637     |
 GK0850| CM9222 SPEAR AZ MK                                        2703908.6 |
 GK0850| GK0856 SPEARMAN PERRYTON EQUITY ELEV       APPROX. 9.0 KM 3341042.1 |
 GK0850| GK0855 SPEARMAN MUNICIPAL TANK             APPROX. 8.8 KM 3354401.2 |
 GK0850|---------------------------------------------------------------------|
 GK0850
 GK0850                          SUPERSEDED SURVEY CONTROL
 GK0850
 GK0850  NAD 83(1993)-  36 07 33.37589(N)    101 09 16.26973(W) AD(       ) 1
 GK0850  NAD 83(1986)-  36 07 33.38341(N)    101 09 16.25612(W) AD(       ) 1
 GK0850  NAD 27      -  36 07 33.26000(N)    101 09 14.69300(W) AD(       ) 1
 GK0850
 GK0850.Superseded values are not recommended for survey control.
 GK0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0850.See file dsdata.txt to determine how the superseded data were derived.
 GK0850
 GK0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0611300067(NAD 83)
 GK0850_MARKER: DS = TRIANGULATION STATION DISK
 GK0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0850
 GK0850  HISTORY     - Date     Condition        Report By
 GK0850  HISTORY     - 1952     MONUMENTED       CGS
 GK0850  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK0850
 GK0850                          STATION DESCRIPTION
 GK0850
 GK0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0850'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF A DIRT ROAD
 GK0850'AND ON THE ROAD RIGHT-OF-WAY.  IT IS ABOUT 5-1/2 MILES AIRLINE
 GK0850'SOUTHEAST OF SPEARMAN, ABOUT 17 MILES AIRLINE SOUTHWEST OF
 GK0850'FARNSWORTH, AND 4 MILES WEST OF THE HANSFORD-OCHILTREE COUNTY
 GK0850'LINE.
 GK0850'
 GK0850'THE STATION IS 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GK0850'4-1/2 FEET NORTH OF A FENCE, 63 FEET WEST OF A FENCE CORNER,
 GK0850'AND 8-1/2 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.  IT
 GK0850'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 GK0850'THAT IS 10 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  THE
 GK0850'DISK IS STAMPED--SPEAR 1952.
 GK0850'
 GK0850'REFERENCE MARK NUMBER ONE IS 25 FEET SOUTH OF THE FENCE
 GK0850'CORNER, 1 FOOT WEST OF A NORTH-SOUTH FENCE, AND ABOUT THE
 GK0850'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET
 GK0850'IN THE TOP OF A ROUND CONCRETE POST THAT IS 10 INCHES IN
 GK0850'DIAMETER AND PROJECTS 4 INCHES.  THE DISK IS STAMPED--SPEAR
 GK0850'NO 1 1952.
 GK0850'
 GK0850'REFERENCE MARK NUMBER TWO IS 32-1/2 FEET SOUTH OF THE CENTER
 GK0850'LINE OF THE DIRT ROAD, 2 FEET NORTH OF THE EAST-WEST FENCE,
 GK0850'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 GK0850'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10 INCHES
 GK0850'IN DIAMETER AND PROJECTS 4 INCHES.  THE DISK IS STAMPED--SPEAR
 GK0850'NO 2 1952.
 GK0850'
 GK0850'THE AZIMUTH MARK IS LOCATED NEAR A T-FENCE JUNCTION, 2-1/2 FEET
 GK0850'SOUTH OF THE T-FENCE CORNER POST, AND 27 FEET NORTH OF THE CENTER
 GK0850'LINE OF THE ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A ROUND
 GK0850'CONCRETE POST THAT IS 10 INCHES IN DIAMETER AND PROJECTS 1 INCH.
 GK0850'THE DISK IS STAMPED--SPEAR 1952.  TO REACH THE MARK FROM THE
 GK0850'STATION GO WEST ON THE DIRT ROAD FOR 0.5 MILE TO THE MARK
 GK0850'ON THE RIGHT.
 GK0850'
 GK0850'TO REACH THE STATION FROM THE HANSFORD COUNTY COURT HOUSE
 GK0850'IN SPEARMAN GO EAST ON STATE ROAD 759 FOR 0.5 MILE.  TURN
 GK0850'RIGHT, SOUTH, AND FOLLOW STATE ROAD 760 FOR 4.8 MILES TO A
 GK0850'SIDE ROAD LEFT.  TURN LEFT, EAST, AND GO 1.5 MILES TO THE
 GK0850'STATION ON THE RIGHT.
 GK0850'
 GK0850'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 GK0850
 GK0850                          STATION RECOVERY (1973)
 GK0850
 GK0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DHW)
 GK0850'STATION IS ON TOP OF GROUND, R.M. 1 IS POSSIBLE UNDER DAM
 GK0850'AROUND.  RECOVERY POND
 GK0850'
 GK0850'R.M. 2 IS STILL INTACK IN THE FENCE LINE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0328 ***********************************************************************
 GK0328  DESIGNATION -  SPEARMAN
 GK0328  PID         -  GK0328
 GK0328  STATE/COUNTY-  TX/HANSFORD
 GK0328  USGS QUAD   -  SPEARMAN (1974)
 GK0328
 GK0328                         *CURRENT SURVEY CONTROL
 GK0328  ___________________________________________________________________
 GK0328* NAD 83(1986)-  36 11 54.     (N)    101 11 41.     (W)     SCALED    
 GK0328* NAVD 88     -       946.722  (meters)    3106.04   (feet)  ADJUSTED  
 GK0328  ___________________________________________________________________
 GK0328  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 GK0328  DYNAMIC HT  -         945.704 (meters)    3102.70  (feet)  COMP
 GK0328  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 GK0328
 GK0328  VERT ORDER  -  SECOND    CLASS 0
 GK0328
 GK0328.The horizontal coordinates were scaled from a topographic map and have
 GK0328.an estimated accuracy of +/- 6 seconds.
 GK0328
 GK0328.The orthometric height was determined by differential leveling
 GK0328.and adjusted by the National Geodetic Survey in June 1991..
 GK0328
 GK0328.The geoid height was determined by GEOID03.
 GK0328
 GK0328.The dynamic height is computed by dividing the NAVD 88
 GK0328.geopotential number by the normal gravity value computed on the
 GK0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0328.degrees latitude (g = 980.6199 gals.).
 GK0328
 GK0328.The modeled gravity was interpolated from observed gravity values.
 GK0328
 GK0328;                    North         East    Units  Estimated Accuracy
 GK0328;SPC TX N     - 1,243,930.      227,460.      MT  (+/- 180 meters Scaled)
 GK0328
 GK0328                          SUPERSEDED SURVEY CONTROL
 GK0328
 GK0328  NGVD 29 (??/??/92)  946.287  (m)         3104.61   (f) ADJ UNCH    2 0
 GK0328
 GK0328.Superseded values are not recommended for survey control.
 GK0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0328.See file dsdata.txt to determine how the superseded data were derived.
 GK0328
 GK0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF026081(NAD 83)
 GK0328_MARKER: DB = BENCH MARK DISK
 GK0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0328_SP_SET: FOUNDATION
 GK0328_STAMPING: SPEARMAN 1934
 GK0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0328
 GK0328  HISTORY     - Date     Condition        Report By
 GK0328  HISTORY     - 1934     MONUMENTED       CGS
 GK0328
 GK0328                          STATION DESCRIPTION
 GK0328
 GK0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0328'IN SPEARMAN.
 GK0328'SET IN CONCRETE FOUNDATION OF CITY WATER TANK, HALF WAY BETWEEN EAST
 GK0328'CORNER AND NORTHEAST LEG OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0852 ***********************************************************************
 GK0852  DESIGNATION -  SPEARMAN
 GK0852  PID         -  GK0852
 GK0852  STATE/COUNTY-  TX/HANSFORD
 GK0852  USGS QUAD   -  SPEARMAN (1974)
 GK0852
 GK0852                         *CURRENT SURVEY CONTROL
 GK0852  ___________________________________________________________________
 GK0852* NAD 83(1993)-  36 12 36.94421(N)    101 11 04.51640(W)     ADJUSTED  
 GK0852* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 GK0852  ___________________________________________________________________
 GK0852  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GK0852  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 GK0852
 GK0852  HORZ ORDER  -  THIRD
 GK0852
 GK0852.The horizontal coordinates were established by classical geodetic methods
 GK0852.and adjusted by the National Geodetic Survey in February 1996..
 GK0852
 GK0852.The orthometric height was scaled from a topographic map.
 GK0852
 GK0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0852
 GK0852.The geoid height was determined by GEOID03.
 GK0852
 GK0852;                    North         East     Units Scale Factor Converg.
 GK0852;SPC TX N     - 1,245,254.230   228,363.169   MT  1.00000639   +0 10 58.1
 GK0852;SPC TX N     - 4,085,471.59    749,221.50   sFT  1.00000639   +0 10 58.1
 GK0852;UTM  14      - 4,009,482.329   303,617.772   MT  1.00007520   -1 17 27.5
 GK0852
 GK0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0852!SPC TX N     -   0.99985606  x   1.00000639  =   0.99986245
 GK0852!UTM  14      -   0.99985606  x   1.00007520  =   0.99993125
 GK0852
 GK0852|---------------------------------------------------------------------|
 GK0852| PID    Reference Object                     Distance      Geod. Az  |
 GK0852|                                                           dddmmss.s |
 GK0852| CM9228 SPEARMAN RM 3                        10.628 METERS 04250     |
 GK0852| CM9226 SPEARMAN RM 1                         9.020 METERS 06118     |
 GK0852| CM9227 SPEARMAN RM 2                         6.584 METERS 19758     |
 GK0852| GK0855 SPEARMAN MUNICIPAL TANK             APPROX. 1.6 KM 2145555.1 |
 GK0852| GK0856 SPEARMAN PERRYTON EQUITY ELEV       APPROX. 1.8 KM 2233441.1 |
 GK0852| CM9225 SPEARMAN AZ MK                                     3051004.2 |
 GK0852| AD9438 SPEARMAN AZ MK 2                    474.606 METERS 3051635.1 |
 GK0852|---------------------------------------------------------------------|
 GK0852
 GK0852                          SUPERSEDED SURVEY CONTROL
 GK0852
 GK0852  NAD 83(1993)-  36 12 36.94371(N)    101 11 04.51709(W) AD(       ) 3
 GK0852  NAD 83(1986)-  36 12 36.95286(N)    101 11 04.50378(W) AD(       ) 3
 GK0852  NAD 27      -  36 12 36.83700(N)    101 11 02.94100(W) AD(       ) 3
 GK0852
 GK0852.Superseded values are not recommended for survey control.
 GK0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0852.See file dsdata.txt to determine how the superseded data were derived.
 GK0852
 GK0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0361809482(NAD 83)
 GK0852_MARKER: DS = TRIANGULATION STATION DISK
 GK0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0852_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0852
 GK0852  HISTORY     - Date     Condition        Report By
 GK0852  HISTORY     - 1952     MONUMENTED       CGS
 GK0852  HISTORY     - 1965     GOOD             CGS
 GK0852  HISTORY     - 1966     SEE DESCRIPTION  CGS
 GK0852  HISTORY     - 1969     GOOD             CGS
 GK0852
 GK0852                          STATION DESCRIPTION
 GK0852
 GK0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0852'THE STATION IS LOCATED AT THE EAST END OF A SMALL GROVE OF
 GK0852'TREES ON THE NORTH SIDE OF STATE HIGHWAY 117, ABOUT 1 MILE
 GK0852'NORTHEAST OF SPEARMAN AND ABOUT 9 MILES AIRLINE SOUTHWEST
 GK0852'OF WAKA.
 GK0852'
 GK0852'TO REACH THE STATION FROM THE HANSFORD COUNTY COURTHOUSE IN
 GK0852'SPEARMAN, GO NORTH FOR 0.2 MILE TO AN INTERSECTION.  TURN
 GK0852'RIGHT ONTO STATE HIGHWAY 117 AND GO 0.9 MILE TO A WHITE WITNESS
 GK0852'POST AND THE STATION ON THE LEFT.
 GK0852'
 GK0852'THE STATION MARK IS A STANDARD DISK STAMPED SPEARMAN 1952
 GK0852'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0852'2 INCHES ABOVE THE GROUND.  IT IS 4 FEET WEST OF A WHITE
 GK0852'WITNESS POST AND 57 FEET NORTH OF THE CENTERLINE OF STATE
 GK0852'HIGHWAY 117.
 GK0852'
 GK0852'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SPEARMAN
 GK0852'NO 1 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK0852'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 49 FEET NORTH OF
 GK0852'THE CENTERLINE OF THE HIGHWAY AND THE SAME ELEVATION AS THE
 GK0852'STATION.
 GK0852'
 GK0852'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SPEARMAN
 GK0852'NO 2 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK0852'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 48 FEET NORTH OF
 GK0852'THE CENTERLINE OF THE HIGHWAY, 4 FEET WEST OF A TELEPHONE
 GK0852'POLE, AND THE SAME ELEVATION AS THE STATION.
 GK0852'
 GK0852'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF A GRAVELED
 GK0852'ROAD AND IS A STANDARD DISK STAMPED SPEARMAN 1952 SET IN
 GK0852'THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 1 INCH
 GK0852'ABOVE THE GROUND.  IT IS 2 FEET SOUTHWEST OF A TRIANGLE
 GK0852'BLAZED POWER LINE POLE, 1 FOOT SOUTH OF A FENCE LINE, AND 26
 GK0852'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  TO REACH THE
 GK0852'AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY 117
 GK0852'FOR 0.1 MILE TO A CROSS ROAD.  TURN LEFT, NORTH, AND GO 0.1
 GK0852'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST 0.3
 GK0852'MILE TO A TRIANGLE BLAZED POWER LINE POLE AND THE AZIMUTH
 GK0852'MARK ON THE LEFT.
 GK0852
 GK0852                          STATION RECOVERY (1965)
 GK0852
 GK0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CLC)
 GK0852'R.M. 1 WAS RECOVERED IN GOOD CONDITION.  R.M. 2 HAS BEEN
 GK0852'BROKEN OUT OF THE GROUND AND WAS FOUND LYING VERY NEAR THE
 GK0852'TRIANGULATION STATION.
 GK0852
 GK0852                          STATION RECOVERY (1966)
 GK0852
 GK0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 GK0852'THE STATION SURFACE MARK WAS ABOUT 1.5 INCHES OUT OF POSITION
 GK0852'OF SUBSURFACE OR UNDERGROUND STATION MARK.  THE POSITION OF
 GK0852'THE UNDERGROUND MARK WAS HELD AND SURFACE MARK WAS RESET
 GK0852'DIRECTLY OVER THE TRUE STATION.  REFERENCE MARK 1 WAS FOUND
 GK0852'DESTROYED, A NEW REFERENCE MARK NO. 3 WAS SET AT THIS DATE.
 GK0852'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 GK0852'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GK0852'
 GK0852'THE STATION IS LOCATED AT THE EAST END OF A SMALL GROVE OF
 GK0852'TREES ON THE NORTH SIDE OF STATE HIGHWAY 15, ABOUT 1 MILE
 GK0852'NORTHEAST OF SPEARMAN AND ABOUT 9 MILES AIRLINE SOUTHWEST
 GK0852'OF WAKA.
 GK0852'
 GK0852'THE STATION MARK IS A STANDARD DISK, STAMPED SPEARMAN 1952
 GK0852'SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT, THAT
 GK0852'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 39.5 FEET
 GK0852'SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD TRACK, 58.0
 GK0852'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 15 AND 2.0
 GK0852'FEET EAST OF A STEEL WITNESS POST AND SIGN.
 GK0852'
 GK0852'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPEARMAN NO 2
 GK0852'1952 SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT,
 GK0852'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 47.6
 GK0852'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 15, 4.0
 GK0852'FEET SOUTHWEST OF A TELEPHONE CABLE ROUTE POST WITH TRIANGLE
 GK0852'BLAZE AND 49.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GK0852'RAILROAD TRACK.
 GK0852'
 GK0852'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED SPEARMAN
 GK0852'NO 3 1952 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT,
 GK0852'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 38.5 FEET
 GK0852'SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD TRACK AND 59.0
 GK0852'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 15.
 GK0852'
 GK0852'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SPEARMAN 1952
 GK0852'SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT, THAT
 GK0852'IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 28.0 FEET SOUTH
 GK0852'OF THE CENTER OF THE EAST-WEST DIRT ROAD, 2.0 FEET SOUTHWEST
 GK0852'OF A POWERLINE POLE WITH TRIANGLE BLAZE AND 1.0 FOOT SOUTH
 GK0852'OF THE RIGHT-OF-WAY FENCE.
 GK0852'
 GK0852'TO REACH THE STATION FROM MAIN STREET AND NORTHWEST COURT
 GK0852'STREET AT THE COURT HOUSE IN SPEARMAN, GO NORTH ON MAIN STREET
 GK0852'0.1 MILE TO COLLARD STREET (HWY. 15), TURN RIGHT, NORTHEAST,
 GK0852'GO 0.9 MILE ALONG STATE HIGHWAY TO THE STATION ON THE LEFT.
 GK0852
 GK0852                          STATION RECOVERY (1969)
 GK0852
 GK0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0852'STATION RECOVERED AS DESCRIBED IN THE 1966 DESCRIPTIONS AND
 GK0852'ALL MARKS EXCEPT THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 GK0852'AZIMUTH MARK WAS FOUND DESTROYED BY FARM OPERATIONS.  A NEW
 GK0852'AZIMUTH MARK WAS SET IN THE FENCELINE NEAR THE LOCATION OF
 GK0852'THE ORIGINAL AZIMUTH MARK.  IT IS A STANDARD DISK, SET IN
 GK0852'THE TOP OF A ROUND CONCRETE POST AND STAMPED SPEARMAN 1952 1969
 GK0852'AND IS 26-1/2 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 GK0852'ROAD, 1-1/2 FEET EAST OF A POWERLINE POLE WITH A TRIANGLE
 GK0852'BLAZE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MARK
 GK0852'PROJECTS 3 INCHES.
 GK0852'
 GK0852'THE 1966 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 GK0852'
 GK0852'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 GK0852'HIGHWAY 15 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 GK0852'GO NORTH 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 GK0852'WESTERLY 0.3 MILE TO A TRIANGLE BLAZED POWERLINE POLE AND
 GK0852'AZIMUTH ON LEFT AS DESCRIBED.
 GK0852'
 GK0852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NE
 GK0852'OF SPEARMAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9438 ***********************************************************************
 AD9438  SACS        -  This is a Secondary Airport Control Station.
 AD9438  DESIGNATION -  SPEARMAN AZ MK 2
 AD9438  PID         -  AD9438
 AD9438  STATE/COUNTY-  TX/HANSFORD
 AD9438  USGS QUAD   -  SPEARMAN (1974)
 AD9438
 AD9438                         *CURRENT SURVEY CONTROL
 AD9438  ___________________________________________________________________
 AD9438* NAD 83(1993)-  36 12 45.83647(N)    101 11 20.02828(W)     ADJUSTED  
 AD9438* NAVD 88     -       945.25   (meters)    3101.2    (feet)  GPS OBS   
 AD9438  ___________________________________________________________________
 AD9438  X           -    -999,876.936 (meters)                     COMP
 AD9438  Y           -  -5,054,888.529 (meters)                     COMP
 AD9438  Z           -   3,747,805.159 (meters)                     COMP
 AD9438  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AD9438  ELLIP HEIGHT-         918.18  (meters)          (02/26/01) GPS OBS
 AD9438  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AD9438
 AD9438  HORZ ORDER  -  FIRST
 AD9438  ELLP ORDER  -  FOURTH    CLASS II
 AD9438
 AD9438.This mark is at Spearman Muni (E42) Airport (E42)
 AD9438
 AD9438.The horizontal coordinates were established by GPS observations
 AD9438.and adjusted by the National Geodetic Survey in July 1997..
 AD9438
 AD9438.The orthometric height was determined by GPS observations and a
 AD9438.high-resolution geoid model.
 AD9438
 AD9438.GPS derived orthometric heights for airport stations designated as
 AD9438.PACS or SACS are published to 2 decimal places.  This maintains
 AD9438.centimeter relative accuracy between the PACS and SACS.  It does
 AD9438.not indicate centimeter accuracy relative to other marks which are
 AD9438.part of the NAVD 88 network.
 AD9438
 AD9438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9438
 AD9438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9438
 AD9438.The ellipsoidal height was determined by GPS observations
 AD9438.and is referenced to NAD 83.
 AD9438
 AD9438.The geoid height was determined by GEOID03.
 AD9438
 AD9438;                    North         East     Units Scale Factor Converg.
 AD9438;SPC TX N     - 1,245,527.089   227,974.838   MT  1.00000699   +0 10 49.1
 AD9438;SPC TX N     - 4,086,366.79    747,947.45   sFT  1.00000699   +0 10 49.1
 AD9438;UTM  14      - 4,009,765.106   303,236.561   MT  1.00007705   -1 17 36.9
 AD9438
 AD9438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9438!SPC TX N     -   0.99985592  x   1.00000699  =   0.99986291
 AD9438!UTM  14      -   0.99985592  x   1.00007705  =   0.99993296
 AD9438
 AD9438:                Primary Azimuth Mark                     Grid Az
 AD9438:SPC TX N     -  SPEARPORT                                317 33 26.7
 AD9438:UTM  14      -  SPEARPORT                                319 01 52.7
 AD9438
 AD9438|---------------------------------------------------------------------|
 AD9438| PID    Reference Object                     Distance      Geod. Az  |
 AD9438|                                                           dddmmss.s |
 AD9438| GK1101 SPEARPORT                           APPROX. 1.0 KM 3174415.8 |
 AD9438|---------------------------------------------------------------------|
 AD9438
 AD9438                          SUPERSEDED SURVEY CONTROL
 AD9438
 AD9438  ELLIP H (07/25/97)  918.19   (m)                       GP(       ) 4 2
 AD9438
 AD9438.Superseded values are not recommended for survey control.
 AD9438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9438.See file dsdata.txt to determine how the superseded data were derived.
 AD9438
 AD9438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0323709765(NAD 83)
 AD9438_MARKER: DZ = AZIMUTH MARK DISK
 AD9438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9438_STAMPING: SPEARMAN AZ MK 1952 1969
 AD9438_MARK LOGO: CGS   
 AD9438_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9438+STABILITY: SURFACE MOTION
 AD9438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9438+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1995
 AD9438
 AD9438  HISTORY     - Date     Condition        Report By
 AD9438  HISTORY     - 1969     MONUMENTED       CGS
 AD9438  HISTORY     - 19950609 GOOD             NGS
 AD9438
 AD9438                          STATION DESCRIPTION
 AD9438
 AD9438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9438'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) NORTH OF SPEARMAN, ALONG
 AD9438'THE FIRST ROAD SOUTH OF THE AIRPORT, SOUTHEAST OF THE AIRPORT, 1.03 KM
 AD9438'(0.65 MI) EAST OF FARM ROAD 760, ON THE RIGHT SIDE OF THE ROAD.
 AD9438'OWNERSHIP--TEXAS HIGHWAY DEPARTMENT.  TO REACH THE STATION FROM THE
 AD9438'JUNCTION OF STATE HIGHWAYS 15 AND 207 AND FARM ROADS 759 AND 760 IN
 AD9438'SPEARMAN, GO WEST 0.2 KM (0.10 MI) ON HIGHWAYS 15, 207 AND FARM ROAD
 AD9438'760 TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, 1.62 KM (1.00 MI) ON
 AD9438'FARM ROAD 760 TO A CROSSROAD.  TURN RIGHT, EAST, 1.03 KM (0.65 MI)
 AD9438'ALONG A PAVED ROAD TO THE STATION ON THE RIGHT.  STATION IS 15.6 M
 AD9438'(51.2 FT) EAST OF A UTILITY POLE, 8.1 M (26.6 FT) SOUTH OF AND LEVEL
 AD9438'WITH THE ROAD CENTER, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE
 AD9438'MONUMENT PROJECTS 10 CM.  ABOVE THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0855 ***********************************************************************
 GK0855  DESIGNATION -  SPEARMAN MUNICIPAL TANK
 GK0855  PID         -  GK0855
 GK0855  STATE/COUNTY-  TX/HANSFORD
 GK0855  USGS QUAD   -  SPEARMAN (1974)
 GK0855
 GK0855                         *CURRENT SURVEY CONTROL
 GK0855  ___________________________________________________________________
 GK0855* NAD 83(1993)-  36 11 54.19764(N)    101 11 41.35064(W)     ADJUSTED  
 GK0855* NAVD 88     -                                                        
 GK0855  ___________________________________________________________________
 GK0855  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 GK0855  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 GK0855
 GK0855  HORZ ORDER  -  THIRD
 GK0855
 GK0855.The horizontal coordinates were established by classical geodetic methods
 GK0855.and adjusted by the National Geodetic Survey in February 1996..
 GK0855
 GK0855
 GK0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0855
 GK0855.The geoid height was determined by GEOID03.
 GK0855
 GK0855;                    North         East     Units Scale Factor Converg.
 GK0855;SPC TX N     - 1,243,933.765   227,447.159   MT  1.00000355   +0 10 36.7
 GK0855;SPC TX N     - 4,081,139.36    746,216.22   sFT  1.00000355   +0 10 36.7
 GK0855;UTM  14      - 4,008,185.763   302,668.038   MT  1.00007981   -1 17 47.9
 GK0855
 GK0855                          SUPERSEDED SURVEY CONTROL
 GK0855
 GK0855  NAD 83(1993)-  36 11 54.19748(N)    101 11 41.35130(W) AD(       ) 4
 GK0855  NAD 83(1986)-  36 11 54.20580(N)    101 11 41.33751(W) AD(       ) 4
 GK0855  NAD 27      -  36 11 54.08700(N)    101 11 39.77400(W) AD(       ) 3
 GK0855
 GK0855.Superseded values are not recommended for survey control.
 GK0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0855.See file dsdata.txt to determine how the superseded data were derived.
 GK0855
 GK0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0266808186(NAD 83)
 GK0855_MARKER: 53 = ELEVATED TANK
 GK0855
 GK0855  HISTORY     - Date     Condition        Report By
 GK0855  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0855  HISTORY     - 1969     GOOD             CGS
 GK0855
 GK0855                          STATION DESCRIPTION
 GK0855
 GK0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0855'THE WATER TANK IS SILVER COLORED, SUPPORTED BY FOUR LEGS AND
 GK0855'ABOUT 130 FEET IN HEIGHT.  THE NAME SPEARMAN IS PAINTED ON
 GK0855'THE SIDE OF THE TANK.  THE CENTER OF THE TOP OF TANK WAS
 GK0855'INTERSECTED.
 GK0855
 GK0855                          STATION RECOVERY (1969)
 GK0855
 GK0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0855'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0856 ***********************************************************************
 GK0856  DESIGNATION -  SPEARMAN PERRYTON EQUITY ELEV
 GK0856  PID         -  GK0856
 GK0856  STATE/COUNTY-  TX/HANSFORD
 GK0856  USGS QUAD   -  SPEARMAN (1974)
 GK0856
 GK0856                         *CURRENT SURVEY CONTROL
 GK0856  ___________________________________________________________________
 GK0856* NAD 83(1993)-  36 11 55.72230(N)    101 11 52.90852(W)     ADJUSTED  
 GK0856* NAVD 88     -                                                        
 GK0856  ___________________________________________________________________
 GK0856  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 GK0856  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 GK0856
 GK0856  HORZ ORDER  -  THIRD
 GK0856
 GK0856.The horizontal coordinates were established by classical geodetic methods
 GK0856.and adjusted by the National Geodetic Survey in February 1996..
 GK0856
 GK0856
 GK0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0856
 GK0856.The geoid height was determined by GEOID03.
 GK0856
 GK0856;                    North         East     Units Scale Factor Converg.
 GK0856;SPC TX N     - 1,243,979.873   227,158.270   MT  1.00000365   +0 10 30.0
 GK0856;SPC TX N     - 4,081,290.63    745,268.42   sFT  1.00000365   +0 10 30.0
 GK0856;UTM  14      - 4,008,239.289   302,380.408   MT  1.00008121   -1 17 54.8
 GK0856
 GK0856                          SUPERSEDED SURVEY CONTROL
 GK0856
 GK0856  NAD 83(1993)-  36 11 55.72191(N)    101 11 52.90936(W) AD(       ) 4
 GK0856  NAD 83(1986)-  36 11 55.73072(N)    101 11 52.89520(W) AD(       ) 4
 GK0856  NAD 27      -  36 11 55.61500(N)    101 11 51.32800(W) AD(       ) 3
 GK0856
 GK0856.Superseded values are not recommended for survey control.
 GK0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0856.See file dsdata.txt to determine how the superseded data were derived.
 GK0856
 GK0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0238008239(NAD 83)
 GK0856_MARKER: 65 = GRAIN ELEVATOR
 GK0856
 GK0856  HISTORY     - Date     Condition        Report By
 GK0856  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0856  HISTORY     - 1969     GOOD             CGS
 GK0856
 GK0856                          STATION DESCRIPTION
 GK0856
 GK0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0856'THE PERRYTON EQUITY GRAIN ELEVATOR IS A LARGE, WHITE, CONCRETE
 GK0856'STRUCTURE CONSISTING OF CYLINDRICAL SHAPED TANKS THAT ARE 120
 GK0856'FEET IN HEIGHT.  THERE IS A SQUARE HEAD HOUSE ON TOP OF THE TANKS
 GK0856'THAT IS 30 FEET IN HEIGHT.  THE CENTER OF THE HEAD HOUSE WAS
 GK0856'INTERSECTED.
 GK0856
 GK0856                          STATION RECOVERY (1969)
 GK0856
 GK0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0856'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0851 ***********************************************************************
 GK0851  DESIGNATION -  SPEARMAN SACRED HEART CH BEL
 GK0851  PID         -  GK0851
 GK0851  STATE/COUNTY-  TX/HANSFORD
 GK0851  USGS QUAD   -  SPEARMAN (1974)
 GK0851
 GK0851                         *CURRENT SURVEY CONTROL
 GK0851  ___________________________________________________________________
 GK0851* NAD 83(1993)-  36 11 19.14981(N)    101 11 58.65279(W)     ADJUSTED  
 GK0851* NAVD 88     -                                                        
 GK0851  ___________________________________________________________________
 GK0851  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 GK0851  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 GK0851
 GK0851  HORZ ORDER  -  THIRD
 GK0851
 GK0851.The horizontal coordinates were established by classical geodetic methods
 GK0851.and adjusted by the National Geodetic Survey in February 1996..
 GK0851
 GK0851
 GK0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0851
 GK0851.The geoid height was determined by GEOID03.
 GK0851
 GK0851;                    North         East     Units Scale Factor Converg.
 GK0851;SPC TX N     - 1,242,852.166   227,018.189   MT  1.00000125   +0 10 26.7
 GK0851;SPC TX N     - 4,077,590.81    744,808.84   sFT  1.00000125   +0 10 26.7
 GK0851;UTM  14      - 4,007,115.468   302,211.363   MT  1.00008204   -1 17 57.1
 GK0851
 GK0851                          SUPERSEDED SURVEY CONTROL
 GK0851
 GK0851  NAD 83(1993)-  36 11 19.14911(N)    101 11 58.65440(W) AD(       ) 4
 GK0851  NAD 83(1986)-  36 11 19.15808(N)    101 11 58.63889(W) AD(       ) 4
 GK0851  NAD 27      -  36 11 19.04000(N)    101 11 57.07000(W) AD(       ) 3
 GK0851
 GK0851.Superseded values are not recommended for survey control.
 GK0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0851.See file dsdata.txt to determine how the superseded data were derived.
 GK0851
 GK0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0221107115(NAD 83)
 GK0851_MARKER: 75 = BELFRY
 GK0851
 GK0851  HISTORY     - Date     Condition        Report By
 GK0851  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0851
 GK0851                          STATION DESCRIPTION
 GK0851
 GK0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0851'THE SACRED HEART CHURCH IS LOCATED AT THE SOUTHEAST CORNER OF W
 GK0851'9TH AVE. AND S ROLAND STREET IN THE SOUTHWEST EDGE OF SPEARMAN.
 GK0851'THE BELFRY IS AT THE SOUTHEAST CORNER OF A TAN COLORED, BRICK
 GK0851'CHURCH THAT HAS A RED TILE ROOF.  THE CENTER OF THE BELFRY WAS
 GK0851'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1101 ***********************************************************************
 GK1101  PACS        -  This is a Primary Airport Control Station.
 GK1101  DESIGNATION -  SPEARPORT
 GK1101  PID         -  GK1101
 GK1101  STATE/COUNTY-  TX/HANSFORD
 GK1101  USGS QUAD   -  SPEARMAN (1974)
 GK1101
 GK1101                         *CURRENT SURVEY CONTROL
 GK1101  ___________________________________________________________________
 GK1101* NAD 83(1993)-  36 13 09.35755(N)    101 11 46.40734(W)     ADJUSTED  
 GK1101* NAVD 88     -       942.01   (meters)    3090.6    (feet)  GPS OBS   
 GK1101  ___________________________________________________________________
 GK1101  X           -  -1,000,439.704 (meters)                     COMP
 GK1101  Y           -  -5,054,337.802 (meters)                     COMP
 GK1101  Z           -   3,748,388.254 (meters)                     COMP
 GK1101  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 GK1101  ELLIP HEIGHT-         914.95  (meters)          (10/24/00) GPS OBS
 GK1101  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 GK1101
 GK1101  HORZ ORDER  -  B
 GK1101  ELLP ORDER  -  FOURTH    CLASS II
 GK1101
 GK1101.This mark is at Spearman Muni (E42) Airport (E42)
 GK1101
 GK1101.The horizontal coordinates were established by GPS observations
 GK1101.and adjusted by the National Geodetic Survey in February 1996..
 GK1101
 GK1101.The orthometric height was determined by GPS observations and a
 GK1101.high-resolution geoid model.
 GK1101
 GK1101.GPS derived orthometric heights for airport stations designated as
 GK1101.PACS or SACS are published to 2 decimal places.  This maintains
 GK1101.centimeter relative accuracy between the PACS and SACS.  It does
 GK1101.not indicate centimeter accuracy relative to other marks which are
 GK1101.part of the NAVD 88 network.
 GK1101
 GK1101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1101
 GK1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1101
 GK1101.The ellipsoidal height was determined by GPS observations
 GK1101.and is referenced to NAD 83.
 GK1101
 GK1101.The geoid height was determined by GEOID03.
 GK1101
 GK1101;                    North         East     Units Scale Factor Converg.
 GK1101;SPC TX N     - 1,246,250.034   227,313.712   MT  1.00000858   +0 10 33.8
 GK1101;SPC TX N     - 4,088,738.65    745,778.40   sFT  1.00000858   +0 10 33.8
 GK1101;UTM  14      - 4,010,504.870   302,594.205   MT  1.00008017   -1 17 53.2
 GK1101
 GK1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1101!SPC TX N     -   0.99985642  x   1.00000858  =   0.99986500
 GK1101!UTM  14      -   0.99985642  x   1.00008017  =   0.99993658
 GK1101
 GK1101:                Primary Azimuth Mark                     Grid Az
 GK1101:SPC TX N     -  SPEARMAN AZ MK 2                         137 33 26.4
 GK1101:UTM  14      -  SPEARMAN AZ MK 2                         139 01 53.4
 GK1101
 GK1101|---------------------------------------------------------------------|
 GK1101| PID    Reference Object                     Distance      Geod. Az  |
 GK1101|                                                           dddmmss.s |
 GK1101| AD9438 SPEARMAN AZ MK 2                    APPROX. 1.0 KM 1374400.2 |
 GK1101| GK1102 SPEARPORT AZ MK                     APPROX. 0.6 KM 2070621.4 |
 GK1101|---------------------------------------------------------------------|
 GK1101
 GK1101                          SUPERSEDED SURVEY CONTROL
 GK1101
 GK1101  ELLIP H (02/20/96)  914.96   (m)                       GP(       ) 1 2
 GK1101  NAD 83(1993)-  36 13 09.35523(N)    101 11 46.40241(W) AD(       ) 3
 GK1101  ELLIP H (02/16/96)  914.92   (m)                       GP(       ) 5 1
 GK1101  NAD 83(1993)-  36 13 09.35605(N)    101 11 46.41511(W) AD(       ) 3
 GK1101  ELLIP H (12/21/93)  911.60   (m)                       GP(       ) 4 1
 GK1101  ELLIP H (01/07/93)  911.41   (m)                       GP(       ) 4 2
 GK1101  NAD 83(1986)-  36 13 09.36311(N)    101 11 46.39004(W) AD(       ) 3
 GK1101  NAD 27      -  36 13 09.24455(N)    101 11 44.83022(W) AD(       ) 3
 GK1101  NGVD 29 (12/08/88)  941.7    (m)         3090.     (f) GPS OBS        
 GK1101
 GK1101.Superseded values are not recommended for survey control.
 GK1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1101.See file dsdata.txt to determine how the superseded data were derived.
 GK1101
 GK1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0259410505(NAD 83)
 GK1101_MARKER: I = METAL ROD
 GK1101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GK1101_SP_SET: OBJECT DRIVEN INTO GROUND
 GK1101_STAMPING: SPEARPORT
 GK1101_MARK LOGO: NGS   
 GK1101_PROJECTION: PROJECTING 5 CENTIMETERS
 GK1101_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1101+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1995
 GK1101_ROD/PIPE-DEPTH: 4.8  meters
 GK1101_SLEEVE-DEPTH  : 0.9 meters
 GK1101
 GK1101  HISTORY     - Date     Condition        Report By
 GK1101  HISTORY     - 1988     MONUMENTED       NGS
 GK1101  HISTORY     - 19950609 GOOD             NGS
 GK1101
 GK1101                          STATION DESCRIPTION
 GK1101
 GK1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1101'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 GK1101'NORTH OF SPEARMAN, 0.5 KM (0.25 MI) EAST OF FARM ROAD 760 AT THE
 GK1101'SPEARMAN MUNICIPAL AIRPORT.  IT IS ON TOP OF A LOW BANK AT THE
 GK1101'JUNCTION OF RAMP AND RUNWAY.
 GK1101'OWNERSHIP--CITY OF SPEARMAN, PO BOX 37, SPEARMAN, TX 79081.  THE
 GK1101'AIRPORT MANAGER IS MR JIM MURRAY, CITY MANAGER OF SPEARMAN, PHONE
 GK1101'806-659-2524.
 GK1101'
 GK1101'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 207
 GK1101'AND FARM ROADS 759 AND 760 IN SPEARMAN, GO WEST ON STATE HIGHWAYS
 GK1101'15 AND 207 AND FARM ROAD 760 FOR 0.2 KM (0.1 MI) TO A PAVED ROAD
 GK1101'RIGHT.  TURN RIGHT AND GO NORTH ON FARM ROAD 760 FOR 2.4 KM (1.5
 GK1101'MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE
 GK1101'ROAD FOR 0.2 KM (0.15  I) TO THE TARMAC.  BEAR LEFT AND GO EASTERLY
 GK1101'ACROSS TARMAC AND RAMP FOR 0.2 KM (0.15 MI) TO THE RUNWAY AND THE
 GK1101'STATION ON THE RIGHT.
 GK1101'
 GK1101'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GK1101'DRIVEN INTO THE GROUND 4.6 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 GK1101'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 GK1101'PIPE WITH A LOGO CAP STAMPED---SPEARPORT 1988---, THE ROD IS
 GK1101'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 39.6 METERS (130
 GK1101'FT) NORTHWEST OF AND SLIGHTLY HIGHER THAN THE RUNWAY, 22.7 METERS
 GK1101'74.5 FT) SOUTHWEST OF RAMP CENTER, 0.9 METER (3.0 FT) WEST OF
 GK1101'SLIGHT DROPOFF AND 0.9 METER (3.0 FT)
 GK1101'SOUTHWEST OF A FIBERGLASS WITNESS POST.
 GK1101'
 GK1101'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 GK1101'ROD DRIVEN INTO THE GROUND 4.8 METERS AND INSIDE A 1-INCH PVC PIPE
 GK1101'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 GK1101'PVC PIPE WITH A LOGO CAP STAMPED---SPEARPORT AZ MK 1988---, THE ROD
 GK1101'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 17.2 METERS
 GK1101'(56.5 FT) NORTHWEST FROM RUNWAY CENTER, 4.6 METERS (15.0 FT)
 GK1101'NORTHEAST FROM NORTHEAST EDGE OF A TURN AROUND, 2.7 METERS (9.0 FT)
 GK1101'NORTH OF A CONCRETE DUCT COVER AND 0.9 METER (3.0 FT) WEST OF A
 GK1101'FIBERGLASS WITNESS POST.
 GK1101'
 GK1101'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1101'
 GK1101'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1101'
 GK1101'DESCRIBED BY D.A. BOWLING.
 GK1101
 GK1101                          STATION RECOVERY (1995)
 GK1101
 GK1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK1101'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI)  NORTH OF SPEARMAN, AT
 GK1101'THE SPEARMAN MUNICIPAL AIRPORT.  NEAR THE NORTHEAST CORNER OF THE MOST
 GK1101'SOUTHWEST MEDIAN.  OWNERSHIP--CITY OF SPEARMAN, P.O.  BOX 37,
 GK1101'SPEARMAN, TX.  79081.  AIRPORT MANAGER KELVIN KNAUF, PHONE
 GK1101'806-659-2524.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 GK1101'HIGHWAYS 15 AND 207 AND FARM ROADS 759 AND 760 IN SPEARMAN, GO WEST
 GK1101'0.2 KM (0.10 MI)  ON HIGHWAYS 15, 207 AND FARM ROAD 760 TO A PAVED
 GK1101'ROAD RIGHT.  TURN RIGHT, NORTH, 2.4 KM (1.50 MI)  ON FARM ROAD 760 TO
 GK1101'A CROSSROAD.  TURN RIGHT, EAST, 0.2 KM (0.10 MI)  ON THE AIRPORT
 GK1101'ENTRANCE ROAD TO THE APRON.  BEAR LEFT, EASTERLY, 0.2 KM (0.10 MI)
 GK1101'ACROSS APRON AND ALONG CONNECTOR TO THE RUNWAY AND THE STATION ON THE
 GK1101'RIGHT.  STATION IS 39.3 M (128.9 FT)  NORTHWEST OF THE RUNWAY
 GK1101'CENTERLINE, 22.4 M (73.5 FT)  SOUTHWEST OF A CONNECTOR CENTERLINE, 0.9
 GK1101'M (3.0 FT)  SOUTHWEST OF A WITNESS POST, AND 0.6 M (2.0 FT) ABOVE THE
 GK1101'LEVEL OF THE CONNECTOR.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GK1101'5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY
 GK1101'R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1102 ***********************************************************************
 GK1102  DESIGNATION -  SPEARPORT AZ MK
 GK1102  PID         -  GK1102
 GK1102  STATE/COUNTY-  TX/HANSFORD
 GK1102  USGS QUAD   -  SPEARMAN (1974)
 GK1102
 GK1102                         *CURRENT SURVEY CONTROL
 GK1102  ___________________________________________________________________
 GK1102* NAD 83(1993)-  36 12 52.52354(N)    101 11 57.04046(W)     ADJUSTED  
 GK1102* NAVD 88     -       940.1    (meters)    3084.     (feet)  VERTCON   
 GK1102  ___________________________________________________________________
 GK1102  X           -  -1,000,759.493 (meters)                     COMP
 GK1102  Y           -  -5,054,585.403 (meters)                     COMP
 GK1102  Z           -   3,747,968.379 (meters)                     COMP
 GK1102  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GK1102  ELLIP HEIGHT-         912.93  (meters)          (10/02/98) GPS OBS
 GK1102  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 GK1102
 GK1102  HORZ ORDER  -  THIRD
 GK1102  ELLP ORDER  -  FOURTH    CLASS I
 GK1102
 GK1102.This mark is at Spearman Muni (E42) Airport (E42)
 GK1102
 GK1102.The horizontal coordinates were established by GPS observations
 GK1102.and adjusted by the National Geodetic Survey in February 1996..
 GK1102
 GK1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1102
 GK1102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1102
 GK1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1102
 GK1102.The ellipsoidal height was determined by GPS observations
 GK1102.and is referenced to NAD 83.
 GK1102
 GK1102.The geoid height was determined by GEOID03.
 GK1102
 GK1102;                    North         East     Units Scale Factor Converg.
 GK1102;SPC TX N     - 1,245,730.345   227,049.717   MT  1.00000744   +0 10 27.6
 GK1102;SPC TX N     - 4,087,033.64    744,912.28   sFT  1.00000744   +0 10 27.6
 GK1102;UTM  14      - 4,009,992.107   302,316.908   MT  1.00008152   -1 17 59.0
 GK1102
 GK1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1102!SPC TX N     -   0.99985674  x   1.00000744  =   0.99986418
 GK1102!UTM  14      -   0.99985674  x   1.00008152  =   0.99993825
 GK1102
 GK1102:                Primary Azimuth Mark                     Grid Az
 GK1102:SPC TX N     -  SPEARPORT                                026 55 47.6
 GK1102:UTM  14      -  SPEARPORT                                028 24 14.2
 GK1102
 GK1102|---------------------------------------------------------------------|
 GK1102| PID    Reference Object                     Distance      Geod. Az  |
 GK1102|                                                           dddmmss.s |
 GK1102| GK1101 SPEARPORT                           APPROX. 0.6 KM 0270615.2 |
 GK1102|---------------------------------------------------------------------|
 GK1102
 GK1102                          SUPERSEDED SURVEY CONTROL
 GK1102
 GK1102  ELLIP H (02/16/96)  912.91   (m)                       GP(       ) 5 1
 GK1102  NAD 83(1993)-  36 12 52.52437(N)    101 11 57.05332(W) AD(       ) 3
 GK1102  ELLIP H (12/21/93)  909.60   (m)                       GP(       ) 4 1
 GK1102  ELLIP H (01/07/93)  909.39   (m)                       GP(       ) 4 2
 GK1102  NAD 83(1986)-  36 12 52.53140(N)    101 11 57.02808(W) AD(       ) 3
 GK1102  NAD 27      -  36 12 52.41258(N)    101 11 55.46801(W) AD(       ) 3
 GK1102  NGVD 29 (12/08/88)  939.7    (m)         3083.     (f) GPS OBS        
 GK1102
 GK1102.Superseded values are not recommended for survey control.
 GK1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1102.See file dsdata.txt to determine how the superseded data were derived.
 GK1102
 GK1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0231709992(NAD 83)
 GK1102_MARKER: I = METAL ROD
 GK1102_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GK1102_SP_SET: OBJECT DRIVEN INTO GROUND
 GK1102_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1102+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GK1102
 GK1102  HISTORY     - Date     Condition        Report By
 GK1102  HISTORY     - 1988     MONUMENTED       NGS
 GK1102
 GK1102                          STATION DESCRIPTION
 GK1102
 GK1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1102'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 GK1102'NORTH OF SPEARMAN, 0.4 KM (0.25 MI) EAST OF FARM ROAD 760 AT THE
 GK1102'SPEARMAN MUNICIPAL AIRPORT.
 GK1102'OWNERSHIP--CITY OF SPEARMAN, PO BOX 37, SPEARMAN, TX 79081.
 GK1102'AIRPORT MANAGER IS MR JIM MURRAY, CITY MANAGER OF SPEARMAN, PHONE
 GK1102'806-659-2524.
 GK1102'
 GK1102'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 GK1102'207 AND FARM ROADS 759 AND 760 IN SPEARMAN, GO WEST ON STATE
 GK1102'HIGHWAYS 15 AND 207 AND FARM ROAD 760 FOR 0.2 KM (0.1 MI) TO A
 GK1102'PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON FARM ROAD 760 FOR 2.4
 GK1102'KM (1.5 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON THE AIRPORT
 GK1102'ENTRANCE ROAD FOR 0.2 KM (0.15 MI) TO THE TARMAC.  BEAR LEFT AND GO
 GK1102'EASTERLY ACROSS TARMAC AND RAMP FOR 0.2 KM (0.15 MI) TO THE RUNWAY.
 GK1102'TURN LEFT AND GO SOUTHWEST ON THE RUNWAY FOR 0.6 KM (0.35 MI) TO A
 GK1102'TURN AROUND AND THE MARK ON THE RIGHT.
 GK1102'
 GK1102'THE STATION MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 GK1102'ROD DRIVEN INTO THE GROUND 4.8 METERS AND INSIDE A 1-INCH PVC PIPE
 GK1102'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 GK1102'PVC PIPE WITH A LOG CAP STAMPED---SPEARPORT AZ MK 1988---, THE ROD
 GK1102'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 17.2 METERS
 GK1102'(56.5 FT) NORTHWEST FROM RUNWAY CENTER, 4.6 METERS (15.0 FT)
 GK1102'NORTHEAST OF NORTHEAST EDGE OF A TURN AROUND, 2.7 METERS (9.0 FT)
 GK1102'NORTH OF A CONCRETE DUCT COVER AND 0.9 METER (3.0 FT) WEST FROM A
 GK1102'FIBERGLASS WITNESS POST.
 GK1102'
 GK1102'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1102'
 GK1102'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1102'
 GK1102'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1062 ***********************************************************************
 CA1062  DESIGNATION -  SPECK ET
 CA1062  PID         -  CA1062
 CA1062  STATE/COUNTY-  TX/COLEMAN
 CA1062  USGS QUAD   -  SPECK MOUNTAIN (1987)
 CA1062
 CA1062                         *CURRENT SURVEY CONTROL
 CA1062  ___________________________________________________________________
 CA1062* NAD 83(1993)-  31 34 10.81477(N)    099 17 09.61351(W)     ADJUSTED  
 CA1062* NAVD 88     -       459.7    (meters)    1508.     (feet)  VERTCON   
 CA1062  ___________________________________________________________________
 CA1062  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CA1062  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 CA1062
 CA1062  HORZ ORDER  -  THIRD
 CA1062
 CA1062.The horizontal coordinates were established by classical geodetic methods
 CA1062.and adjusted by the National Geodetic Survey in February 1996..
 CA1062
 CA1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1062
 CA1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1062
 CA1062.The geoid height was determined by GEOID03.
 CA1062
 CA1062;                    North         East     Units Scale Factor Converg.
 CA1062;SPC TX C     - 3,211,430.051   799,416.537   MT  0.99993078   +0 32 22.0
 CA1062;SPC TX C     -10,536,166.76  2,622,752.42   sFT  0.99993078   +0 32 22.0
 CA1062;UTM  14      - 3,492,774.024   472,859.957   MT  0.99960908   -0 08 59.0
 CA1062
 CA1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1062!SPC TX C     -   0.99993178  x   0.99993078  =   0.99986256
 CA1062!UTM  14      -   0.99993178  x   0.99960908  =   0.99954088
 CA1062
 CA1062:                Primary Azimuth Mark                     Grid Az
 CA1062:SPC TX C     -  CAMP                                     272 21 10.2
 CA1062:UTM  14      -  CAMP                                     273 02 31.2
 CA1062
 CA1062|---------------------------------------------------------------------|
 CA1062| PID    Reference Object                     Distance      Geod. Az  |
 CA1062|                                                           dddmmss.s |
 CA1062| CA1065 CAMP                                APPROX.10.3 KM 2725332.2 |
 CA1062|---------------------------------------------------------------------|
 CA1062
 CA1062                          SUPERSEDED SURVEY CONTROL
 CA1062
 CA1062  NAD 83(1986)-  31 34 10.82222(N)    099 17 09.59850(W) AD(       ) 3
 CA1062  NAD 27      -  31 34 10.26521(N)    099 17 08.40930(W) AD(       ) 3
 CA1062  NGVD 29 (07/19/86)  459.6    (m)         1508.     (f) VERT ANG       
 CA1062
 CA1062.Superseded values are not recommended for survey control.
 CA1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1062.See file dsdata.txt to determine how the superseded data were derived.
 CA1062
 CA1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7286092774(NAD 83)
 CA1062_MARKER: DD = SURVEY DISK
 CA1062_SETTING: 66 = SET IN ROCK OUTCROP
 CA1062_SP_SET: SET IN BEDROCK
 CA1062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1062+STABILITY: POSITION/ELEVATION WELL
 CA1062
 CA1062  HISTORY     - Date     Condition        Report By
 CA1062  HISTORY     - 1961     MONUMENTED       USGS
 CA1062
 CA1062                          STATION DESCRIPTION
 CA1062
 CA1062'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1062'STATION LOCATED ABOUT 11 MI. (AIRLINE) S. OF SANTA ANNA, 5 MI. E. OF
 CA1062'U.S. HIGHWAY 283, 0.9 MI. NNW. OF BRUSHY KNOB LOCALLY KNOWN AS --SPECK
 CA1062'MTN--, 0.7 MI. N. OF GRAVEL RD. E., 400 FT. W. OF GRAVEL RD., 200 FT.
 CA1062'W. OF S. END OF SOUTHMOST OF 3 PONDS, AT TOP OF RIDGE AND 30 FT. N.
 CA1062'AND 10 FT. W. OF EDGE.
 CA1062'
 CA1062'TO REACH FROM SANTA ANNA, DRIVE S. ON U.S. HIGHWAY 283 6 MI. TO
 CA1062'JUNCTION WITH FM 2633, TURN LEFT AND GO E. AND S. 6.5 MI. TO
 CA1062'CROSSROADS AT END OF PAVEMENT, CONTINUE S. ON GRAVEL RD. 1.5 MI. TO
 CA1062'POINT ON RD. OPPOSITE STATION.
 CA1062'
 CA1062'STATION MARK--STANDARD ALUMINUM TABLET SET IN BEDROCK, STAMPED
 CA1062'---SPECK-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1161 ***********************************************************************
 DN1161  DESIGNATION -  SPEED 1946
 DN1161  PID         -  DN1161
 DN1161  STATE/COUNTY-  TX/COLLIN
 DN1161  USGS QUAD   -  MC KINNEY WEST (1973)
 DN1161
 DN1161                         *CURRENT SURVEY CONTROL
 DN1161  ___________________________________________________________________
 DN1161* NAD 83(1993)-  33 09 45.44357(N)    096 39 47.17966(W)     ADJUSTED  
 DN1161* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 DN1161  ___________________________________________________________________
 DN1161  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 DN1161  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DN1161
 DN1161  HORZ ORDER  -  SECOND
 DN1161
 DN1161.The horizontal coordinates were established by classical geodetic methods
 DN1161.and adjusted by the National Geodetic Survey in February 1996..
 DN1161
 DN1161.The orthometric height was scaled from a topographic map.
 DN1161
 DN1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1161
 DN1161.The geoid height was determined by GEOID03.
 DN1161
 DN1161;                    North         East     Units Scale Factor Converg.
 DN1161;SPC TXNC     - 2,167,384.293   771,317.851   MT  0.99987449   +1 00 06.6
 DN1161;SPC TXNC     - 7,110,826.63  2,530,565.32   sFT  0.99987449   +1 00 06.6
 DN1161;UTM  14      - 3,671,747.487   717,926.042   MT  1.00018559   +1 16 43.8
 DN1161
 DN1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1161!SPC TXNC     -   0.99997123  x   0.99987449  =   0.99984573
 DN1161!UTM  14      -   0.99997123  x   1.00018559  =   1.00015682
 DN1161
 DN1161                          SUPERSEDED SURVEY CONTROL
 DN1161
 DN1161  NAD 83(1993)-  33 09 45.44563(N)    096 39 47.17408(W) AD(       ) 2
 DN1161  NAD 83(1986)-  33 09 45.45013(N)    096 39 47.16609(W) AD(       ) 2
 DN1161  NAD 27      -  33 09 45.03100(N)    096 39 46.18900(W) AD(       ) 2
 DN1161
 DN1161.Superseded values are not recommended for survey control.
 DN1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1161.See file dsdata.txt to determine how the superseded data were derived.
 DN1161
 DN1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1792671747(NAD 83)
 DN1161_MARKER: DS = TRIANGULATION STATION DISK
 DN1161_SETTING: 0 = UNSPECIFIED SETTING
 DN1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1161
 DN1161  HISTORY     - Date     Condition        Report By
 DN1161  HISTORY     - 1946     MONUMENTED       CGS
 DN1161  HISTORY     - 19940713 MARK NOT FOUND   USPSQD
 DN1161
 DN1161                          STATION DESCRIPTION
 DN1161
 DN1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 DN1161'STATION IS ABOUT 3 MILES SW OF MC KINNEY, ABOUT 10 MILES E
 DN1161'OF FRISCO, ON PROPERTY OWNED BY MR. W.R.E. SUTHERLAND, AND
 DN1161'OPERATED BY A.W. HINSLEY.  IT IS 1/4 MILE N OF STATE HIGHWAY
 DN1161'24, IN A BRIAR PATCH AT THE NW CORNER OF THE FIELD, 32 FEET
 DN1161'E OF THE CENTER LINE OF A N-S ROAD, 13 FEET NE OF POWER
 DN1161'POLE D355, 12 FEET S OF AN E-W FENCE, AND 17 FEET SE OF THE
 DN1161'FENCE CORNER.  MARK PROJECTS 4 INCHES.
 DN1161'
 DN1161'STATION WAS LOCATED BY TRAVERSE FROM STATION NEWSOME 1935,
 DN1161'WAS NOT OCCUPIED, AND HAS NO REFERENCE MARKS.  A 20-FOOT
 DN1161'SIGNAL POLE WAS REQUIRED TO SEE FROM NEWSOME.
 DN1161'
 DN1161'STATION MARK AND UNDERGROUND MARK ARE BRONZE STATION DISKS
 DN1161'SET IN CONCRETE.
 DN1161'
 DN1161'TO REACH THE STATION FROM THE SE CORNER OF THE SQUARE IN
 DN1161'MC KINNEY, GO S ON STATE HIGHWAY 24 (U.S. HIGHWAY 75) FOR
 DN1161'2.95 MILES TO A POINT WHERE HIGHWAY 24 TURNS W, CONTINUE
 DN1161'W 1.9 MILES TO A DIRT ROAD, TURN RIGHT 1/4 MILE TO THE STATION
 DN1161'AS DESCRIBED.
 DN1161
 DN1161                          STATION RECOVERY (1994)
 DN1161
 DN1161'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0340 ***********************************************************************
 BB0340  DESIGNATION -  SPENCER
 BB0340  PID         -  BB0340
 BB0340  STATE/COUNTY-  TX/PRESIDIO
 BB0340  USGS QUAD   -  INDIO (1979)
 BB0340
 BB0340                         *CURRENT SURVEY CONTROL
 BB0340  ___________________________________________________________________
 BB0340* NAD 83(1993)-  29 43 32.65939(N)    104 31 13.00682(W)     ADJUSTED  
 BB0340* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 BB0340  ___________________________________________________________________
 BB0340  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 BB0340  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BB0340
 BB0340  HORZ ORDER  -  FIRST
 BB0340
 BB0340.The horizontal coordinates were established by classical geodetic methods
 BB0340.and adjusted by the National Geodetic Survey in February 1996..
 BB0340
 BB0340.The orthometric height was scaled from a topographic map.
 BB0340
 BB0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0340
 BB0340.The geoid height was determined by GEOID03.
 BB0340
 BB0340;                    North         East     Units Scale Factor Converg.
 BB0340;SPC TXSC     - 4,222,331.150    66,169.198   MT  0.99988643   -2 42 16.0
 BB0340;SPC TXSC     -13,852,764.78    217,090.11   sFT  0.99988643   -2 42 16.0
 BB0340;UTM  13      - 3,288,491.921   546,394.887   MT  0.99962656   +0 14 16.3
 BB0340
 BB0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0340!SPC TXSC     -   0.99986712  x   0.99988643  =   0.99975356
 BB0340!UTM  13      -   0.99986712  x   0.99962656  =   0.99949372
 BB0340
 BB0340|---------------------------------------------------------------------|
 BB0340| PID    Reference Object                     Distance      Geod. Az  |
 BB0340|                                                           dddmmss.s |
 BB0340| CI0534 SPENCER RM 1                         10.420 METERS 02429     |
 BB0340| BB0212 SPENCER AZ MK                                      2633157.1 |
 BB0340| CI0535 SPENCER RM 2                          9.440 METERS 30402     |
 BB0340|---------------------------------------------------------------------|
 BB0340
 BB0340                          SUPERSEDED SURVEY CONTROL
 BB0340
 BB0340  NAD 83(1986)-  29 43 32.65053(N)    104 31 13.00405(W) AD(       ) 1
 BB0340  NAD 27      -  29 43 32.02100(N)    104 31 11.26900(W) AD(       ) 1
 BB0340
 BB0340.Superseded values are not recommended for survey control.
 BB0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0340.See file dsdata.txt to determine how the superseded data were derived.
 BB0340
 BB0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN4639588492(NAD 83)
 BB0340_MARKER: DS = TRIANGULATION STATION DISK
 BB0340_SETTING: 0 = UNSPECIFIED SETTING
 BB0340
 BB0340  HISTORY     - Date     Condition        Report By
 BB0340  HISTORY     - 1934     MONUMENTED       CGS
 BB0340  HISTORY     - 1972     GOOD             ARCO
 BB0340
 BB0340                          STATION DESCRIPTION
 BB0340
 BB0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0340'ABOUT 14 MILES, NORTHWEST OF PRESIDIO, 2 MILES EAST OF THE
 BB0340'RIO GRANDE, 1.4 MILES SOUTHEAST OF SPENCER CREEK AND 0.5
 BB0340'MILE NORTHEAST OF THE PRESIDIO-RUIDOSA ROAD.  STATION IS ON
 BB0340'THE HIGHEST POINT AT THE EXTREME NORTHEAST END OF A RIDGE ABOUT
 BB0340'0.5 MILE LONG AND EXTENDS NORTHEAST AND SOUTHWEST.
 BB0340'
 BB0340'TO REACH FROM OCHOA, GO NORTHWEST ON GRADED ROAD UP RIVER
 BB0340'4.65 MILES TO A SMALL CEMETERY SITUATED ON A KNOLL TO THE
 BB0340'RIGHT.  FROM CEMETERY CONTINUE 0.25 MILE, LEAVE ROAD AND
 BB0340'TURN RIGHT UP VALLEY, GO 0.5 MILE, TURN RIGHT, GO 0.1 MILE
 BB0340'TO EXTREME NORTH END OF RIDGE AND STATION.
 BB0340'
 BB0340'STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS EMBEDDED
 BB0340'IN CONCRETE IN 3-INCH BLACK IRON PIPES.
 BB0340'
 BB0340'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BB0340'AZIMUTH MARK IS WEST OF STATION AT
 BB0340'NORTHEAST CORNER OF ROAD INTERSECTION.
 BB0340
 BB0340                          STATION RECOVERY (1972)
 BB0340
 BB0340'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1972 (OWC)
 BB0340'SPENCER-GOOD
 BB0340'
 BB0340'SPENCER NO. 1 1934-GOOD
 BB0340'
 BB0340'SPENCER NO. 2 1934-GOOD
 BB0340'
 BB0340'SPENCER 1934 AZIMUTH-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6471 ***********************************************************************
 AW6471  DESIGNATION -  SPENCER 2 HL P 1938
 AW6471  PID         -  AW6471
 AW6471  STATE/COUNTY-  TX/HARRIS
 AW6471  USGS QUAD   -  PASADENA (1995)
 AW6471
 AW6471                         *CURRENT SURVEY CONTROL
 AW6471  ___________________________________________________________________
 AW6471* NAD 83(1993)-  29 40 11.47004(N)    095 12 54.29457(W)     ADJUSTED  
 AW6471* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AW6471  ___________________________________________________________________
 AW6471  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW6471  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW6471
 AW6471  HORZ ORDER  -  THIRD
 AW6471
 AW6471.The horizontal coordinates were established by classical geodetic methods
 AW6471.and adjusted by the National Geodetic Survey in February 1996..
 AW6471
 AW6471.The orthometric height was scaled from a topographic map.
 AW6471
 AW6471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6471
 AW6471.The geoid height was determined by GEOID03.
 AW6471
 AW6471;                    North         East     Units Scale Factor Converg.
 AW6471;SPC TXSC     - 4,209,463.532   966,287.596   MT  0.99988027   +1 51 15.4
 AW6471;SPC TXSC     -13,810,548.27  3,170,228.55   sFT  0.99988027   +1 51 15.4
 AW6471;UTM  15      - 3,284,255.135   285,629.445   MT  1.00016705   -1 05 48.8
 AW6471
 AW6471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6471!SPC TXSC     -   1.00000269  x   0.99988027  =   0.99988296
 AW6471!UTM  15      -   1.00000269  x   1.00016705  =   1.00016974
 AW6471
 AW6471:                Primary Azimuth Mark                     Grid Az
 AW6471:SPC TXSC     -  PASADENA HL P 1938                       001 58 10.8
 AW6471:UTM  15      -  PASADENA HL P 1938                       004 55 15.0
 AW6471
 AW6471|---------------------------------------------------------------------|
 AW6471| PID    Reference Object                     Distance      Geod. Az  |
 AW6471|                                                           dddmmss.s |
 AW6471| AW6440 PASADENA HL P 1938                  APPROX. 4.4 KM 0034926.2 |
 AW6471|---------------------------------------------------------------------|
 AW6471
 AW6471                          SUPERSEDED SURVEY CONTROL
 AW6471
 AW6471  NAD 83(1986)-  29 40 11.48500(N)    095 12 54.27488(W) AD(       ) 3
 AW6471  NAD 27      -  29 40 10.65862(N)    095 12 53.51068(W) AD(       ) 3
 AW6471
 AW6471.Superseded values are not recommended for survey control.
 AW6471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6471.See file dsdata.txt to determine how the superseded data were derived.
 AW6471
 AW6471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8562984255(NAD 83)
 AW6471_MARKER: DD = SURVEY DISK
 AW6471_SETTING: 0 = UNSPECIFIED SETTING
 AW6471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6471
 AW6471  HISTORY     - Date     Condition        Report By
 AW6471  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6471  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW6471  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW6471
 AW6471                          STATION DESCRIPTION
 AW6471
 AW6471'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938 (JMC)
 AW6471'STATION IS LOCATED APPROXIMATELY 40 FEET SOUTH OF KOLB ROAD
 AW6471'AND APPROXIMATELY 1400 FEET EAST OF THE INTERSECTION OF KOLB ROAD
 AW6471'WITH THE ALLEN-GENOA ROAD.  IT IS MARKED BY A STANDARD H.L.
 AW6471'AND P. BRONZE DISK STAMPED SPENCER 2--1938 PROJECTING 0.2
 AW6471'FOOT.  IT IS 77.61 FEET AT A TRUE AZIMUTH OF N 03 DEG 49 MIN E.
 AW6471'(IN LINE WITH TRIANGULATION STATION PASADENA) FROM
 AW6471'A 3/4 INCH ROD IN THE NORTH LINE OF KOLB ROAD, 97.26 FEET
 AW6471'AT A TRUE AZIMUTH OF 321 DEG 07 MIN 40 SEC (IN LINE WITH
 AW6471'TRIANGULATION STATION MAID) FROM A 3/4 INCH ROD IN THE
 AW6471'NORTH LINE OF KOLB ROAD, AND 153.9 FEET FROM A 40D NAIL IN A
 AW6471'28 INCH COTTONWOOD TREE.
 AW6471'
 AW6471'THE OLD STATION, SPENCER 1, IS MARKED BY A 3/4 INCH ROD
 AW6471'PROJECTING 0.3 FOOT AT A DISTANCE OF 191.13 FEET AND A TRUE
 AW6471'AZIMUTH OF N 66 DEG 04 MIN E.
 AW6471
 AW6471                          STATION RECOVERY (2000)
 AW6471
 AW6471'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6471'MARK NOT FOUND.
 AW6471
 AW6471                          STATION RECOVERY (2004)
 AW6471
 AW6471'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0212 ***********************************************************************
 BB0212  DESIGNATION -  SPENCER AZ MK
 BB0212  PID         -  BB0212
 BB0212  STATE/COUNTY-  TX/PRESIDIO
 BB0212  USGS QUAD   -  INDIO (1979)
 BB0212
 BB0212                         *CURRENT SURVEY CONTROL
 BB0212  ___________________________________________________________________
 BB0212* NAD 83(1986)-  29 43 30.     (N)    104 31 47.     (W)     SCALED    
 BB0212* NAVD 88     -       814.815  (meters)    2673.27   (feet)  POSTED    
 BB0212  ___________________________________________________________________
 BB0212  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BB0212  DYNAMIC HT  -         813.490 (meters)    2668.93  (feet)  COMP
 BB0212  MODELED GRAV-     978,995.7   (mgal)                       NAVD 88
 BB0212
 BB0212  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0212
 BB0212.The horizontal coordinates were scaled from a topographic map and have
 BB0212.an estimated accuracy of +/- 6 seconds.
 BB0212
 BB0212.The orthometric height was determined by differential leveling
 BB0212.and adjusted by the National Geodetic Survey in 1992..
 BB0212.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0212.rate of 1.1 thru 2.0 mm/km.
 BB0212
 BB0212.The geoid height was determined by GEOID03.
 BB0212
 BB0212.The dynamic height is computed by dividing the NAVD 88
 BB0212.geopotential number by the normal gravity value computed on the
 BB0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0212.degrees latitude (g = 980.6199 gals.).
 BB0212
 BB0212.The modeled gravity was interpolated from observed gravity values.
 BB0212
 BB0212;                    North         East    Units  Estimated Accuracy
 BB0212;SPC TXSC     - 4,222,290.       65,250.      MT  (+/- 180 meters Scaled)
 BB0212
 BB0212                          SUPERSEDED SURVEY CONTROL
 BB0212
 BB0212  NGVD 29 (??/??/92)  814.379  (m)         2671.84   (f) ADJ UNCH    2 0
 BB0212
 BB0212.Superseded values are not recommended for survey control.
 BB0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0212.See file dsdata.txt to determine how the superseded data were derived.
 BB0212
 BB0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN454884(NAD 83)
 BB0212_MARKER: DZ = AZIMUTH MARK DISK
 BB0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0212_STAMPING: SPENCER AZIMUTH 1934
 BB0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0212+STABILITY: SURFACE MOTION
 BB0212
 BB0212  HISTORY     - Date     Condition        Report By
 BB0212  HISTORY     - 1934     MONUMENTED       CGS
 BB0212  HISTORY     - 1943     GOOD             NGS
 BB0212
 BB0212                          STATION DESCRIPTION
 BB0212
 BB0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BB0212'16.7 MI NW FROM PRESIDIO.
 BB0212'THIS MARK IS 16.7 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE
 BB0212'POST OFFICE AT PRESIDIO, PRESIDIO COUNTY, SET ON THE SOUTHEAST SIDE OF
 BB0212'A ARROYO, AND ON THE OUTSIDE OF A CURVE, 28.0 FEET NORTHEAST OF THE
 BB0212'CENTERLINE OF THE ROAD, 17.0 FEET NORTHWEST OF A ROAD RUNNING
 BB0212'NORTHEAST UP A VALLEY, PROJECTING 6-INCHES ABOVE THE GROUND, 2.0 FEET
 BB0212'SOUTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1821 ***********************************************************************
 AH1821  DESIGNATION -  SPIDER ET
 AH1821  PID         -  AH1821
 AH1821  STATE/COUNTY-  TX/WILSON
 AH1821  USGS QUAD   -  FASHING (1961)
 AH1821
 AH1821                         *CURRENT SURVEY CONTROL
 AH1821  ___________________________________________________________________
 AH1821* NAD 83(1993)-  28 51 51.04736(N)    098 08 47.38113(W)     ADJUSTED  
 AH1821* NAVD 88     -       160.1    (meters)     525.     (feet)  VERTCON   
 AH1821  ___________________________________________________________________
 AH1821  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AH1821  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AH1821
 AH1821  HORZ ORDER  -  THIRD
 AH1821
 AH1821.The horizontal coordinates were established by classical geodetic methods
 AH1821.and adjusted by the National Geodetic Survey in July 1998..
 AH1821
 AH1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1821
 AH1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1821
 AH1821.The geoid height was determined by GEOID03.
 AH1821
 AH1821;                    North         East     Units Scale Factor Converg.
 AH1821;SPC TXSC     - 4,114,550.183   683,263.766   MT  0.99989675   +0 25 05.3
 AH1821;SPC TXSC     -13,499,153.39  2,241,674.54   sFT  0.99989675   +0 25 05.3
 AH1821;UTM  14      - 3,193,237.367   583,241.449   MT  0.99968551   +0 24 43.3
 AH1821
 AH1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1821!SPC TXSC     -   0.99997894  x   0.99989675  =   0.99987570
 AH1821!UTM  14      -   0.99997894  x   0.99968551  =   0.99966446
 AH1821
 AH1821                          SUPERSEDED SURVEY CONTROL
 AH1821
 AH1821  NGVD 29 (07/28/98)  160.0    (m)          525.     (f) VERT ANG       
 AH1821
 AH1821.Superseded values are not recommended for survey control.
 AH1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1821.See file dsdata.txt to determine how the superseded data were derived.
 AH1821
 AH1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8324193237(NAD 83)
 AH1821_MARKER: DS = TRIANGULATION STATION DISK
 AH1821
 AH1821  HISTORY     - Date     Condition        Report By
 AH1821  HISTORY     - 1960     MONUMENTED       USGS
 AH1821
 AH1821                          STATION DESCRIPTION
 AH1821
 AH1821'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1821'STATION IS LOCATED ABOUT 10 MI. E. AND 8.5 MI. N. OF CAMPBELLTON AND
 AH1821'ABOUT 4 MI. N. OF FASHING, ON THE NW. END OF A VERY PROMINENT RIDGE
 AH1821'LOCALLY KNOWN AS TORDILLO HILL.
 AH1821'TO REACH FROM THE POST OFFICE IN FALLS CITY, PROCEED SW. ON FARM ROAD
 AH1821'NO. 791 FOR 12.5 MI.  STATION SITE IS VISIBLE ON THE LEFT FROM THE
 AH1821'HIGHWAY.  FROM THIS POINT, WALK SE. ACROSS A FIELD AND UP THE HIGH
 AH1821'RIDGE TO THE HIGHEST POINT AND THE STATION.
 AH1821'STATION MARK--A STANDARD ALUMINUM TABLET CEMENTED INTO A LARGE BOULDER
 AH1821'AND STAMPED---SPIDER E.T. 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1466 ***********************************************************************
 BY1466  DESIGNATION -  SPIKE
 BY1466  PID         -  BY1466
 BY1466  STATE/COUNTY-  TX/HOUSTON
 BY1466  USGS QUAD   -  KENNARD NE (1950)
 BY1466
 BY1466                         *CURRENT SURVEY CONTROL
 BY1466  ___________________________________________________________________
 BY1466* NAD 83(1993)-  31 22 30.68465(N)    095 01 34.55084(W)     ADJUSTED  
 BY1466* NAVD 88     -       100.11   (+/-2cm)     328.4    (feet)  VERTCON   
 BY1466  ___________________________________________________________________
 BY1466  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BY1466  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1466
 BY1466  HORZ ORDER  -  SECOND
 BY1466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1466
 BY1466.The horizontal coordinates were established by classical geodetic methods
 BY1466.and adjusted by the National Geodetic Survey in February 1996..
 BY1466
 BY1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1466.The vertical order pertains to the NGVD 29 superseded value.
 BY1466
 BY1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1466
 BY1466.The geoid height was determined by GEOID03.
 BY1466
 BY1466;                    North         East     Units Scale Factor Converg.
 BY1466;SPC TX C     - 3,201,439.552 1,204,611.980   MT  0.99990295   +2 44 00.4
 BY1466;SPC TX C     -10,503,389.60  3,952,131.14   sFT  0.99990295   +2 44 00.4
 BY1466;UTM  15      - 3,472,958.105   307,303.519   MT  1.00005801   -1 03 19.0
 BY1466
 BY1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1466!SPC TX C     -   0.99998855  x   0.99990295  =   0.99989150
 BY1466!UTM  15      -   0.99998855  x   1.00005801  =   1.00004656
 BY1466
 BY1466:                Primary Azimuth Mark                     Grid Az
 BY1466:SPC TX C     -  GRANVILLE                                118 34 43.0
 BY1466:UTM  15      -  GRANVILLE                                122 22 02.4
 BY1466
 BY1466|---------------------------------------------------------------------|
 BY1466| PID    Reference Object                     Distance      Geod. Az  |
 BY1466|                                                           dddmmss.s |
 BY1466| BY0722 GRANVILLE                           APPROX.19.8 KM 1211843.4 |
 BY1466| CV8396 SPIKE RM 2                           26.213 METERS 21234     |
 BY1466| CV8395 SPIKE RM 1                           28.398 METERS 32921     |
 BY1466|---------------------------------------------------------------------|
 BY1466
 BY1466                          SUPERSEDED SURVEY CONTROL
 BY1466
 BY1466  NAD 83(1986)-  31 22 30.69529(N)    095 01 34.53686(W) AD(       ) 2
 BY1466  NAD 27      -  31 22 30.04400(N)    095 01 33.78700(W) AD(       ) 2
 BY1466  NGVD 29 (??/??/92)  100.156  (m)          328.60   (f) ADJ UNCH    2 0
 BY1466
 BY1466.Superseded values are not recommended for survey control.
 BY1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1466.See file dsdata.txt to determine how the superseded data were derived.
 BY1466
 BY1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ0730472958(NAD 83)
 BY1466_MARKER: DD = SURVEY DISK
 BY1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1466_STAMPING: SPIKE
 BY1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1466+STABILITY: SURFACE MOTION
 BY1466
 BY1466  HISTORY     - Date     Condition        Report By
 BY1466  HISTORY     - 1949     MONUMENTED       USE
 BY1466  HISTORY     - 1947     GOOD             NGS
 BY1466  HISTORY     - 1965     GOOD             USFS
 BY1466
 BY1466                          STATION DESCRIPTION
 BY1466
 BY1466'DESCRIBED BY US ENGINEERS 1949 (RLE)
 BY1466'STATION IS LOCATED ABOUT 16 MILES WEST OF LUFKIN, 6 MILES
 BY1466'EAST OF RATCLIFF AND 1.2 MILES SOUTH OF STATE HIGHWAY 103
 BY1466'IN HEAVY TIMBER LAND.  IT IS IN A SMALL GRASSY OPENING ON
 BY1466'THE HIGHEST PART OF A HILL, 26.5 FEET WEST-SOUTHWEST OF A
 BY1466'TRIANGLE BLAZED 12-INCH PINE TREE AND 2.5 FEET NORTH OF A
 BY1466'WITNESS POST.  IT IS A U.S. ENGINEER DEPT. BRONZE DISK SET
 BY1466'IN A 12-INCH SQUARE CONCRETE BLOCK AND IS FLUSH WITH THE
 BY1466'GROUND.  IT IS STAMPED SPIKE.
 BY1466'
 BY1466'REFERENCE MARK NO. 1 IS STAMPED SPIKE NO 1 1949 AND PROJECTS
 BY1466'6 INCHES.
 BY1466'
 BY1466'REFERENCE MARK NO. 2 IS STAMPED SPIKE NO 2 1949 AND PROJECTS
 BY1466'6 INCHES.
 BY1466'
 BY1466'NO AZIMUTH MARK WAS ESTABLISHED DUE TO THE SURROUNDING HEAVY
 BY1466'TIMBER.
 BY1466'
 BY1466'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 103 AND U.S.
 BY1466'HIGHWAY 69 (2.8 MILES NORTHWEST OF LUFKIN), GO WESTERLY
 BY1466'ON STATE HIGHWAY 103 FOR 17.2 MILES TO A CROSSROAD AND SIGNS
 BY1466'LUFKIN 20 RATCLIFF 5 ANDERSON CROSSING 2.  TURN LEFT,
 BY1466'SOUTHEASTERLY, ON DIRT ROAD FOR 1.2 MILES TO A SIGN ON THE LEFT
 BY1466'SPIKED TREE NO. 48 AND THE STATION ABOUT 0.05 MILE TO THE
 BY1466'EAST OF THE ROAD.  JUST BEFORE REACHING THE SIGN POST,
 BY1466'GO THROUGH WIRE GATE AND FOLLOW TRACK ROAD SOUTHEASTERLY
 BY1466'TO THE STATION.
 BY1466'
 BY1466'A 100 FOOT SIGNAL AT GRANVILLE (U.S.E.D.) IS VISIBLE AT 80
 BY1466'FEET.
 BY1466'
 BY1466'A 113 FOOT SIGNAL AT NOGALUS IS VISIBLE AT 80 FEET.
 BY1466'
 BY1466'A 100 FOOT SIGNAL AT RATCLIFF IS VISIBLE AT 70 FEET.
 BY1466'
 BY1466'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BY1466
 BY1466                          STATION RECOVERY (1947)
 BY1466
 BY1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BY1466'7.2 MI SE FROM RATCLIFF.
 BY1466'5.9 MILES EAST ALONG STATE HIGHWAY NO.103 FROM THE POST OFFICE AT
 BY1466'RATCLIFF, THENCE 1.3 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL
 BY1466'FOREST ROAD NO.11, ON A PROMINENT HILL, 346.0 NORTHEAST OF SIGN
 BY1466'READING, SPIKED TREE NO.48, 350.0 FEET NORTH OF EAST-WEST FENCE, 400.0
 BY1466'FEET NORTHEAST OF THE CENTER OF THE ROAD, SET IN THE TOP OF A CONCRETE
 BY1466'POST WHICH PROJECTS 0.5 FOOT.
 BY1466
 BY1466                          STATION RECOVERY (1965)
 BY1466
 BY1466'RECOVERY NOTE BY US FOREST SERVICE 1965
 BY1466'STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0777 ***********************************************************************
 AY0777  DESIGNATION -  SPIKE
 AY0777  PID         -  AY0777
 AY0777  STATE/COUNTY-  TX/BEXAR
 AY0777  USGS QUAD   -  MACDONA (1991)
 AY0777
 AY0777                         *CURRENT SURVEY CONTROL
 AY0777  ___________________________________________________________________
 AY0777* NAD 83(1986)-  29 19 39.     (N)    098 41 41.     (W)     SCALED    
 AY0777* NAVD 88     -       192.561  (meters)     631.76   (feet)  ADJUSTED  
 AY0777  ___________________________________________________________________
 AY0777  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AY0777  DYNAMIC HT  -         192.283 (meters)     630.85  (feet)  COMP
 AY0777  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 AY0777
 AY0777  VERT ORDER  -  FIRST     CLASS II
 AY0777
 AY0777.The horizontal coordinates were scaled from a topographic map and have
 AY0777.an estimated accuracy of +/- 6 seconds.
 AY0777
 AY0777.The orthometric height was determined by differential leveling
 AY0777.and adjusted by the National Geodetic Survey in June 1991..
 AY0777
 AY0777.The geoid height was determined by GEOID03.
 AY0777
 AY0777.The dynamic height is computed by dividing the NAVD 88
 AY0777.geopotential number by the normal gravity value computed on the
 AY0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0777.degrees latitude (g = 980.6199 gals.).
 AY0777
 AY0777.The modeled gravity was interpolated from observed gravity values.
 AY0777
 AY0777;                    North         East    Units  Estimated Accuracy
 AY0777;SPC TXSC     - 4,165,630.      629,650.      MT  (+/- 180 meters Scaled)
 AY0777
 AY0777                          SUPERSEDED SURVEY CONTROL
 AY0777
 AY0777  NGVD 29 (??/??/92)  192.433  (m)          631.34   (f) ADJ UNCH    1 2
 AY0777
 AY0777.Superseded values are not recommended for survey control.
 AY0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0777.See file dsdata.txt to determine how the superseded data were derived.
 AY0777
 AY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT296443(NAD 83)
 AY0777_MARKER: S = SPIKE
 AY0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0777_SP_SET: OAK TREE
 AY0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0777
 AY0777  HISTORY     - Date     Condition        Report By
 AY0777  HISTORY     - UNK      MONUMENTED       CGS
 AY0777  HISTORY     - 1956     GOOD             NGS
 AY0777  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0777  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0777
 AY0777                          STATION DESCRIPTION
 AY0777
 AY0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0777'IN MACDONA.
 AY0777'AT MACDONA, 6 RAILS WEST OF THE STATION SIGN, 124 FEET NORTHEAST OF
 AY0777'THE NORTHEAST CORNER OF THE POST OFFICE, 117 FEET SOUTH OF THE SOUTH
 AY0777'RAIL OF THE MAIN TRACK OF THE TEXAS AND NEW ORLEANS RAILROAD, 29 FEET
 AY0777'SOUTH OF THE CENTER LINE OF FARM ROAD 2173, 0.7 FOOT ABOVE THE GROUND,
 AY0777'IN THE TOP OF THE ROOT ON THE NORTHWEST SIDE OF A LARGE TWIN OAK TREE.
 AY0777
 AY0777                          STATION RECOVERY (1966)
 AY0777
 AY0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0777'MARK NOT FOUND.
 AY0777
 AY0777                          STATION RECOVERY (1999)
 AY0777
 AY0777'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1467 ***********************************************************************
 BY1467  DESIGNATION -  SPIKE AZ MK
 BY1467  PID         -  BY1467
 BY1467  STATE/COUNTY-  TX/HOUSTON
 BY1467  USGS QUAD   -  CENTRALIA (1950)
 BY1467
 BY1467                         *CURRENT SURVEY CONTROL
 BY1467  ___________________________________________________________________
 BY1467* NAD 83(1986)-  31 22 25.     (N)    095 01 35.     (W)     SCALED    
 BY1467* NAVD 88     -        94.40   (+/-2cm)     309.7    (feet)  VERTCON   
 BY1467  ___________________________________________________________________
 BY1467  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1467
 BY1467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1467
 BY1467.The horizontal coordinates were scaled from a topographic map and have
 BY1467.an estimated accuracy of +/- 6 seconds.
 BY1467
 BY1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1467.The vertical order pertains to the NGVD 29 superseded value.
 BY1467
 BY1467.The geoid height was determined by GEOID03.
 BY1467
 BY1467;                    North         East    Units  Estimated Accuracy
 BY1467;SPC TX C     - 3,201,260.    1,204,610.      MT  (+/- 180 meters Scaled)
 BY1467
 BY1467                          SUPERSEDED SURVEY CONTROL
 BY1467
 BY1467  NGVD 29 (??/??/92)   94.441  (m)          309.85   (f) ADJ UNCH    2 0
 BY1467
 BY1467.Superseded values are not recommended for survey control.
 BY1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1467.See file dsdata.txt to determine how the superseded data were derived.
 BY1467
 BY1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ072727(NAD 83)
 BY1467_MARKER: DD = SURVEY DISK
 BY1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1467_STAMPING: SPIKE AZIMUTH
 BY1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1467+STABILITY: SURFACE MOTION
 BY1467
 BY1467  HISTORY     - Date     Condition        Report By
 BY1467  HISTORY     - UNK      MONUMENTED       DOD
 BY1467  HISTORY     - 1947     GOOD             NGS
 BY1467
 BY1467                          STATION DESCRIPTION
 BY1467
 BY1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1467'7.2 MI SE FROM RATCLIFF.
 BY1467'5.9 MILES EAST ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 BY1467'RATCLIFF, THENCE 1.3 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL
 BY1467'FOREST ROAD 11, 650.0 FEET SOUTH OF BENCH MARK SPIKE (U.S.E.D.), 123.0
 BY1467'FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 23.0 FEET
 BY1467'NORTHWEST OF A 12 INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE
 BY1467'NORTHWEST SIDE, 10.0 FEET NORTHWEST OF THE CENTER LINE OF A DIM
 BY1467'LOGGING ROAD LEADING WEST, 3.0 FEET LOWER THAN THE LEVEL OF THE MAIN
 BY1467'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BY1467'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6368 ***********************************************************************
 AW6368  DESIGNATION -  SPIL 1930
 AW6368  PID         -  AW6368
 AW6368  STATE/COUNTY-  TX/HARRIS
 AW6368  USGS QUAD   -  LA PORTE (1982)
 AW6368
 AW6368                         *CURRENT SURVEY CONTROL
 AW6368  ___________________________________________________________________
 AW6368* NAD 83(1993)-  29 41 34.58956(N)    095 00 51.02627(W)     ADJUSTED  
 AW6368* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6368  ___________________________________________________________________
 AW6368  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AW6368  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6368
 AW6368  HORZ ORDER  -  THIRD
 AW6368
 AW6368.The horizontal coordinates were established by classical geodetic methods
 AW6368.and adjusted by the National Geodetic Survey in February 1996..
 AW6368
 AW6368.The orthometric height was scaled from a topographic map.
 AW6368
 AW6368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6368
 AW6368.The geoid height was determined by GEOID03.
 AW6368
 AW6368;                    North         East     Units Scale Factor Converg.
 AW6368;SPC TXSC     - 4,212,666.996   985,636.031   MT  0.99988270   +1 57 09.7
 AW6368;SPC TXSC     -13,821,058.30  3,233,707.55   sFT  0.99988270   +1 57 09.7
 AW6368;UTM  15      - 3,286,458.788   305,121.734   MT  1.00006860   -0 59 52.9
 AW6368
 AW6368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6368!SPC TXSC     -   1.00000427  x   0.99988270  =   0.99988697
 AW6368!UTM  15      -   1.00000427  x   1.00006860  =   1.00007287
 AW6368
 AW6368:                Primary Azimuth Mark                     Grid Az
 AW6368:SPC TXSC     -  MORGAN PT                                113 32 41.9
 AW6368:UTM  15      -  MORGAN PT                                116 29 44.5
 AW6368
 AW6368|---------------------------------------------------------------------|
 AW6368| PID    Reference Object                     Distance      Geod. Az  |
 AW6368|                                                           dddmmss.s |
 AW6368| AW6187 MORGAN PT                           APPROX. 3.0 KM 1152951.6 |
 AW6368|---------------------------------------------------------------------|
 AW6368
 AW6368                          SUPERSEDED SURVEY CONTROL
 AW6368
 AW6368  NAD 83(1986)-  29 41 34.60578(N)    095 00 51.00715(W) AD(       ) 3
 AW6368  NAD 27      -  29 41 33.78220(N)    095 00 50.26334(W) AD(       ) 3
 AW6368
 AW6368.Superseded values are not recommended for survey control.
 AW6368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6368.See file dsdata.txt to determine how the superseded data were derived.
 AW6368
 AW6368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0512286459(NAD 83)
 AW6368_MARKER: X = CHISELED CROSS
 AW6368_SETTING: 0 = UNSPECIFIED SETTING
 AW6368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6368
 AW6368  HISTORY     - Date     Condition        Report By
 AW6368  HISTORY     - 1930     MONUMENTED       CGS
 AW6368  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6368
 AW6368                          STATION DESCRIPTION
 AW6368
 AW6368'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6368'LOCATED ON THE S ARM OF SPILLMAN ISLAND, ON THE N SHORE OF
 AW6368'SAN JACINTO BAY.  STATION IS 10 METERS FROM THE E EDGE OF A
 AW6368'LOW TREE-COVERED SHELL KNOLL, ABOUT 80 METERS N FROM AN IRREGULAR
 AW6368'SHORELINE.
 AW6368'
 AW6368'STATION IS MARKED BY A CROSS IN THE END OF 1/2-INCH BRASS
 AW6368'ROD SET IN A 4-INCH-SQUARE CONCRETE POST EXTENDING 3 INCHES
 AW6368'ABOVE THE GROUND.
 AW6368'
 AW6368'REFERENCE MARK 1 IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 AW6368'POST.
 AW6368'
 AW6368'STATION CAN BEST BE REACHED BY WALKING ACROSS SPILLMAN ISLAND
 AW6368'FROM THE HOUSTON SHIP CHANNEL.  THE SHORELINE TO THE E, S,
 AW6368'AND W OF STATION IS VERY SWAMPY.
 AW6368
 AW6368                          STATION RECOVERY (1952)
 AW6368
 AW6368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6368'STATION WAS NOT RECOVERED.  THE AREA WAS SEARCHED BUT NO TRACE
 AW6368'OF THE STATION OR REFERENCE MARKS COULD BE FOUND.  THE AREA
 AW6368'IS SOFT MARSH AND HAS SPOIL DUMPED ON IT.  IT IS BELIEVED THAT
 AW6368'THE STATION HAS SUNK OR BEEN COVERED AND COULD BE FOUND BY
 AW6368'EXTENSIVE SURVEY METHODS ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0792 ***********************************************************************
 BN0792  DESIGNATION -  SPILLER
 BN0792  PID         -  BN0792
 BN0792  STATE/COUNTY-  TX/KIMBLE
 BN0792  USGS QUAD   -  RUST RANCH (1970)
 BN0792
 BN0792                         *CURRENT SURVEY CONTROL
 BN0792  ___________________________________________________________________
 BN0792* NAD 83(1993)-  30 41 21.15481(N)    099 54 21.14651(W)     ADJUSTED  
 BN0792* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 BN0792  ___________________________________________________________________
 BN0792  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BN0792  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 BN0792
 BN0792  HORZ ORDER  -  SECOND
 BN0792
 BN0792.The horizontal coordinates were established by classical geodetic methods
 BN0792.and adjusted by the National Geodetic Survey in February 1996..
 BN0792
 BN0792.The orthometric height was scaled from a topographic map.
 BN0792
 BN0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0792
 BN0792.The geoid height was determined by GEOID03.
 BN0792
 BN0792;                    North         East     Units Scale Factor Converg.
 BN0792;SPC TX C     - 3,113,432.852   740,951.645   MT  0.99989650   +0 13 12.6
 BN0792;SPC TX C     -10,214,654.28  2,430,938.86   sFT  0.99989650   +0 13 12.6
 BN0792;UTM  14      - 3,395,509.459   413,238.832   MT  0.99969286   -0 27 44.5
 BN0792
 BN0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0792!SPC TX C     -   0.99989641  x   0.99989650  =   0.99979293
 BN0792!UTM  14      -   0.99989641  x   0.99969286  =   0.99958931
 BN0792
 BN0792:                Primary Azimuth Mark                     Grid Az
 BN0792:SPC TX C     -  SPILLER AZ MK                            083 08 40.6
 BN0792:UTM  14      -  SPILLER AZ MK                            083 49 37.7
 BN0792
 BN0792|---------------------------------------------------------------------|
 BN0792| PID    Reference Object                     Distance      Geod. Az  |
 BN0792|                                                           dddmmss.s |
 BN0792| CV6379 SPILLER AZ MK                                      0832153.2 |
 BN0792| CV6380 SPILLER RM 1                         21.793 METERS 18807     |
 BN0792| CV6381 SPILLER RM 2                         21.894 METERS 25102     |
 BN0792|---------------------------------------------------------------------|
 BN0792
 BN0792                          SUPERSEDED SURVEY CONTROL
 BN0792
 BN0792  NAD 83(1986)-  30 41 21.16137(N)    099 54 21.13372(W) AD(       ) 2
 BN0792  NAD 27      -  30 41 20.51000(N)    099 54 19.87600(W) AD(       ) 2
 BN0792
 BN0792.Superseded values are not recommended for survey control.
 BN0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0792.See file dsdata.txt to determine how the superseded data were derived.
 BN0792
 BN0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU1323995509(NAD 83)
 BN0792_MARKER: DS = TRIANGULATION STATION DISK
 BN0792_SETTING: 66 = SET IN ROCK OUTCROP
 BN0792_SP_SET: PARTIALLY EXPOSED BEDROCK
 BN0792
 BN0792  HISTORY     - Date     Condition        Report By
 BN0792  HISTORY     - 1943     MONUMENTED       CGS
 BN0792
 BN0792                          STATION DESCRIPTION
 BN0792
 BN0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0792'STATION IS LOCATED ABOUT 20 MILES SSW OF MENARD ON THE HIGHEST
 BN0792'PART OF A HILL ON LAND OF MR. R.H. SPILLER.  IT IS 1.1 MILES
 BN0792'W OF SPILLERS HOUSE, 26 FEET N OF A WIRE FENCE AND WHITE
 BN0792'REFERENCE POST AND 25 FEET E OF A TRIANGULAR-BLAZED 14-INCH
 BN0792'PINE TREE.  IT IS STAMPED SPILLER 1943 AND IS SET IN BEDROCK
 BN0792'ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 BN0792'
 BN0792'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 BN0792'IN OUTCROPPING BEDROCK.
 BN0792'
 BN0792'REFERENCE MARK NO. 1 IS S OF THE STATION, 45.5 FEET S OF THE
 BN0792'WIRE FENCE AND WHITE REFERENCE POST.  IT IS STAMPED SPILLER
 BN0792'NO. 1 1943.
 BN0792'
 BN0792'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 45.5 FEET WSW OF
 BN0792'THE TRIANGULAR-BLAZED PINE TREE AND 4 FEET N OF THE WIRE
 BN0792'FENCE.  IT IS STAMPED SPILLER NO. 2 1943.
 BN0792'
 BN0792'THE AZIMUTH MARK IS ENE OF THE STATION, 28 PACES W OF A GUY
 BN0792'WIRE THAT CROSSES THE ROAD, 14 PACES E OF A TELEPHONE POLE,
 BN0792'15 FEET N OF THE CENTER LINE OF A DIRT ROAD AND 4 FEET N OF A
 BN0792'WHITE REFERENCE POST.  IT IS STAMPED SPILLER 1943.
 BN0792'
 BN0792'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 BN0792'U.S. HIGHWAY 83 IN MENARD, GO S ON U.S. HIGHWAY 83 FOR 0.75
 BN0792'MILE TO A GRAVEL SIDE ROAD ON THE RIGHT.  TURN RIGHT FOR 6.35
 BN0792'MILES TO A FORKS.  THEN LEFT FORK FOR 12.75 MILES TO A CATTLE
 BN0792'GUARD ON THE RIGHT.  THEN RIGHT FOR 0.7 MILE TO A GATE JUST
 BN0792'N OF SPILLERS HOUSE.  THEN THROUGH GATE ON A GRADED DIRT ROAD
 BN0792'(W) FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 BN0792'AHEAD FOR 0.2 MILE TO WHERE THE ROAD TURNS RIGHT AND A
 BN0792'TELEPHONE LINE CROSSES THE ROAD.  CONTINUE (W) UPHILL FOR 0.1
 BN0792'MILE TO THE TOP OF THE HILL THEN TURN LEFT (S) FOR 0.05 MILE
 BN0792'TO A FENCE LINE AND THE STATION.
 BN0792'
 BN0792'A 64-FOOT SIGNAL AT BENSON, A 64-FOOT SIGNAL AT LEGGETT, A
 BN0792'64-FOOT SIGNAL AT BAKER, AND A 12-FOOT SIGNAL AT CLEO ARE
 BN0792'VISIBLE AT 37 FEET.  AN 87-FOOT SIGNAL AT HOD IS VISIBLE AT
 BN0792'87 FEET.
 BN0792'
 BN0792'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0659 ***********************************************************************
 EN0659  DESIGNATION -  SPILLER
 EN0659  PID         -  EN0659
 EN0659  STATE/COUNTY-  TX/CHILDRESS
 EN0659  USGS QUAD   -  LOCO (1984)
 EN0659
 EN0659                         *CURRENT SURVEY CONTROL
 EN0659  ___________________________________________________________________
 EN0659* NAD 83(1993)-  34 43 04.86085(N)    100 11 17.35472(W)     ADJUSTED  
 EN0659* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 EN0659  ___________________________________________________________________
 EN0659  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 EN0659  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EN0659
 EN0659  HORZ ORDER  -  SECOND
 EN0659
 EN0659.The horizontal coordinates were established by classical geodetic methods
 EN0659.and adjusted by the National Geodetic Survey in February 1996..
 EN0659
 EN0659.The orthometric height was scaled from a topographic map.
 EN0659
 EN0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0659
 EN0659.The geoid height was determined by GEOID03.
 EN0659
 EN0659;                    North         East     Units Scale Factor Converg.
 EN0659;SPC TX N     - 1,080,452.934   320,160.053   MT  0.99998493   +0 45 36.9
 EN0659;SPC TX N     - 3,544,786.00  1,050,391.77   sFT  0.99998493   +0 45 36.9
 EN0659;UTM  14      - 3,842,415.457   391,205.581   MT  0.99974588   -0 40 36.4
 EN0659
 EN0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0659!SPC TX N     -   0.99991865  x   0.99998493  =   0.99990358
 EN0659!UTM  14      -   0.99991865  x   0.99974588  =   0.99966455
 EN0659
 EN0659:                Primary Azimuth Mark                     Grid Az
 EN0659:SPC TX N     -  WELLINGTON ATT MICROWAVE MAST            008 26 06.1
 EN0659:UTM  14      -  WELLINGTON ATT MICROWAVE MAST            009 52 19.4
 EN0659
 EN0659|---------------------------------------------------------------------|
 EN0659| PID    Reference Object                     Distance      Geod. Az  |
 EN0659|                                                           dddmmss.s |
 EN0659| EN0639 WELLINGTON ATT MICROWAVE MAST       APPROX. 8.1 KM 0091143.0 |
 EN0659| CX8693 SPILLER RM 1                          8.487 METERS 09037     |
 EN0659| CX8692 SPILLER AZ MK                                      1814545.3 |
 EN0659| CX8694 SPILLER RM 2                          7.224 METERS 31837     |
 EN0659|---------------------------------------------------------------------|
 EN0659
 EN0659                          SUPERSEDED SURVEY CONTROL
 EN0659
 EN0659  NAD 83(1993)-  34 43 04.86093(N)    100 11 17.35449(W) AD(       ) 2
 EN0659  NAD 83(1986)-  34 43 04.86608(N)    100 11 17.34711(W) AD(       ) 2
 EN0659  NAD 27      -  34 43 04.66157(N)    100 11 15.93495(W) AD(       ) 2
 EN0659
 EN0659.Superseded values are not recommended for survey control.
 EN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0659.See file dsdata.txt to determine how the superseded data were derived.
 EN0659
 EN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9120642415(NAD 83)
 EN0659_MARKER: DS = TRIANGULATION STATION DISK
 EN0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0659
 EN0659  HISTORY     - Date     Condition        Report By
 EN0659  HISTORY     - 1967     MONUMENTED       CGS
 EN0659
 EN0659                          STATION DESCRIPTION
 EN0659
 EN0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0659'THE STATION IS ABOUT 9-1/4 MILES SOUTH AND 2 MILES EAST OF
 EN0659'WELLINGTON, 19-1/4 MILES NORTH OF CHILDRESS, AT THE JUNCTION OF
 EN0659'COMBINED ROUTES OF U.S. HIGHWAYS 62 AND 83 AND FARM ROAD 1034 AND
 EN0659'AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD.
 EN0659'
 EN0659'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62, 83 AND
 EN0659'287 AT THE WEST EDGE OF CHILDRESS, GO NORTH ON HIGHWAYS 62 AND 83
 EN0659'FOR 19.05 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 EN0659'FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 EN0659'
 EN0659'THE STATION MARK IS A STANDARD DISK, STAMPED SPILLER 1967, SET IN
 EN0659'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER THAT PROJECTS 5
 EN0659'INCHES ABOVE THE GROUND.  IT IS 63.4 FEET EAST OF THE CENTERLINE OF
 EN0659'HIGHWAY 62 AND 83, 37.5 FEET NORTH OF THE CENTERLINE OF FARM ROAD
 EN0659'1034, 28.1 FEET WEST OF A TELEPHONE LINE POLE, 19.9 FEET
 EN0659'SOUTHEAST OF A WITNESS POST AND 13.0 FEET NORTHEAST OF ANOTHER
 EN0659'TELEPHONE LINE POLE.  THE UNDERGROUND MARK IS 40 INCHES BELOW
 EN0659'THE GROUND SURFACE.
 EN0659'
 EN0659'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPILLER NO 1 1967, SET
 EN0659'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT
 EN0659'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 91.2 FEET EAST OF THE
 EN0659'CENTERLINE OF HIGHWAY 62 AND 83, 37.5 FEET NORTH OF THE FARM ROAD,
 EN0659'3 FEET SOUTH OF THE SOUTH EDGE OF THE FIELD, 1 FOOT SOUTH OF A
 EN0659'TELEPHONE LINE POLE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0659'
 EN0659'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPILLER NO 2 1967, SET
 EN0659'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT IS
 EN0659'FLUSH WITH THE GROUND.  IT IS 55.0 FEET NORTH OF THE CENTERLINE OF
 EN0659'THE FARM ROAD, 47.5 FEET EAST OF THE CENTERLINE OF HIGHWAY 62 AND
 EN0659'83, 25.6 FEET NORTH OF A TELEPHONE LINE POLE, 3 FEET WEST OF THE WEST
 EN0659'EDGE OF THE FIELD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0659'
 EN0659'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SPILLER 1967, SET IN THE
 EN0659'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT PROJECTS 9
 EN0659'INCHES.  IT IS 50.7 FEET EAST OF THE CENTERLINE OF HIGHWAY 62 AND
 EN0659'83, 2 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD, 3.5 FEET
 EN0659'NORTH OF A WITNESS POST, 1.6 FEET NORTHWEST OF A TELEPHONE LINE
 EN0659'POLE AND ABOUT 100 YARDS NORTH OF A FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2072 ***********************************************************************
 BL2072  DESIGNATION -  SPINDLE TOP
 BL2072  PID         -  BL2072
 BL2072  STATE/COUNTY-  TX/JEFFERSON
 BL2072  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2072
 BL2072                         *CURRENT SURVEY CONTROL
 BL2072  ___________________________________________________________________
 BL2072* NAD 83(1993)-  30 02 11.82725(N)    094 03 36.82332(W)     ADJUSTED  
 BL2072* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 BL2072  ___________________________________________________________________
 BL2072  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BL2072  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL2072
 BL2072  HORZ ORDER  -  SECOND
 BL2072
 BL2072.The horizontal coordinates were established by classical geodetic methods
 BL2072.and adjusted by the National Geodetic Survey in February 1996..
 BL2072
 BL2072.The orthometric height was scaled from a topographic map.
 BL2072
 BL2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2072
 BL2072.The geoid height was determined by GEOID03.
 BL2072
 BL2072;                    North         East     Units Scale Factor Converg.
 BL2072;SPC TXSC     - 4,254,247.951 1,076,273.911   MT  0.99993804   +2 25 12.2
 BL2072;SPC TXSC     -13,957,478.49  3,531,075.32   sFT  0.99993804   +2 25 12.2
 BL2072;SPC TX C     - 3,058,068.280 1,304,739.066   MT  1.00002233   +3 13 51.7
 BL2072;SPC TX C     -10,033,012.35  4,280,631.42   sFT  1.00002233   +3 13 51.7
 BL2072;UTM  15      - 3,323,316.459   397,778.026   MT  0.99972892   -0 31 50.7
 BL2072
 BL2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2072!SPC TXSC     -   1.00000305  x   0.99993804  =   0.99994109
 BL2072!SPC TX C     -   1.00000305  x   1.00002233  =   1.00002538
 BL2072!UTM  15      -   1.00000305  x   0.99972892  =   0.99973197
 BL2072
 BL2072:                Primary Azimuth Mark                     Grid Az
 BL2072:SPC TXSC     -  NECHES RIVER POWER LINE W TWR            049 30 12.1
 BL2072:SPC TX C     -  NECHES RIVER POWER LINE W TWR            048 41 32.6
 BL2072:UTM  15      -  NECHES RIVER POWER LINE W TWR            052 27 15.0
 BL2072
 BL2072|---------------------------------------------------------------------|
 BL2072| PID    Reference Object                     Distance      Geod. Az  |
 BL2072|                                                           dddmmss.s |
 BL2072| BL2058 NECHES RIVER POWER LINE W TWR       APPROX. 3.5 KM 0515524.3 |
 BL2072| BL2062 NECHES RIVER POWER LINE E TWR       APPROX. 3.7 KM 0541339.2 |
 BL2072| CV8398 SPINDLE TOP RM 2                     25.799 METERS 10459     |
 BL2072| BL2070 FIELD                               APPROX. 1.7 KM 2783652.7 |
 BL2072| CV8397 SPINDLE TOP RM 1                     27.877 METERS 35037     |
 BL2072|---------------------------------------------------------------------|
 BL2072
 BL2072                          SUPERSEDED SURVEY CONTROL
 BL2072
 BL2072  NAD 83(1993)-  30 02 11.82675(N)    094 03 36.82343(W) AD(       ) 2
 BL2072  NAD 83(1986)-  30 02 11.84429(N)    094 03 36.80465(W) AD(       ) 2
 BL2072  NAD 27      -  30 02 11.07700(N)    094 03 36.16900(W) AD(       ) 2
 BL2072
 BL2072.Superseded values are not recommended for survey control.
 BL2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2072.See file dsdata.txt to determine how the superseded data were derived.
 BL2072
 BL2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9777823316(NAD 83)
 BL2072_MARKER: I = METAL ROD
 BL2072_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BL2072_SP_SET: OBJECT IMBEDDED IN GROUND
 BL2072
 BL2072  HISTORY     - Date     Condition        Report By
 BL2072  HISTORY     - 1911     MONUMENTED       USE
 BL2072  HISTORY     - 1917     GOOD             CGS
 BL2072  HISTORY     - 1933     GOOD             CGS
 BL2072  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL2072
 BL2072                          STATION DESCRIPTION
 BL2072
 BL2072'DESCRIBED BY US ENGINEERS 1911
 BL2072'ABOUT 12 MILES ABOVE THE MOUTH OF THE NECHES RIVER, 107 METERS
 BL2072'FROM THE END OF THE UNION CANAL, AND 32 METERS FROM THE KANSAS
 BL2072'CITY SOUTHERN RAILROAD TRACKS.
 BL2072'
 BL2072'STATION MARK IS A 3-INCH GALVANIZED-IRON PIPE, 4.5 FEET LONG,
 BL2072'WITH A FLANGE AT THE BOTTOM, FILLED WITH AND SET IN CONCRETE.
 BL2072'
 BL2072'THE FOLLOWING DISTANCES AND BEARINGS ARE GIVEN--PILLAR OF THE
 BL2072'AGITATOR AT THE FILTER PLANT, MARKED BY A TRIANGLE 4 FEET ABOVE
 BL2072'THE GROUND, 11.3 METERS, N 26 DEG 51 MIN E.  PILLAR OF THE AGITATOR
 BL2072'AT THE FILTER PLANT, MARKED BY A TRIANGLE 3 FEET ABOVE THE
 BL2072'GROUND, 12.5 METERS, N 72 DEG 36 MIN E.  PIN OAK TREE, 20 INCHES
 BL2072'IN DIAMETER, MARKED BY A TRIANGLE 5 FEET ABOVE THE GROUND, 18.0
 BL2072'METERS, S 86 DEG 27 MIN W.
 BL2072
 BL2072                          STATION RECOVERY (1917)
 BL2072
 BL2072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (JBB)
 BL2072'FOUND AS DESCRIBED.
 BL2072
 BL2072                          STATION RECOVERY (1933)
 BL2072
 BL2072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2072'THE PIPE HAS BEEN PARTIALLY DUG UP BUT APPARENTLY NOT MOVED.
 BL2072'A COLLAR OF CONCRETE 8 INCHES IN DIAMETER WAS CAST AROUND THE
 BL2072'PIPE.
 BL2072'
 BL2072'THE TOPOGRAPHY HAS CHANGED SO A NEW DESCRIPTION IS SUBMITTED--
 BL2072'
 BL2072'LOCATED ON THE HIGH BANK (20 FEET) 107 METERS FROM THE END OF
 BL2072'THE OLD UNION CANAL, 1.3 MILES W OF THE NECHES RIVER, 28 METERS
 BL2072'FROM THE LINE OF THE KANSAS CITY SOUTHERN RAILWAY, AND 7 METERS
 BL2072'FROM A LITTLE-USED ROAD.
 BL2072'
 BL2072'TWO BRONZE REFERENCE DISKS SET IN CONCRETE WERE ESTABLISHED.
 BL2072'REFERENCE MARK 1 TO THE N AND REFERENCE MARK 2 TO THE E.
 BL2072'
 BL2072'STATION MAY BE REACHED VIA THE CANAL WITH NOT OVER 2-FOOT DRAFT,
 BL2072'AND VIA ROAD.
 BL2072'
 BL2072'A 30-FOOT SIGNAL WAS ERECTED.  CLEARING WAS NECESSARY TO RANCH
 BL2072'AND POWER.
 BL2072
 BL2072                          STATION RECOVERY (1960)
 BL2072
 BL2072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL2072'THE STATION MARK WAS SEARCHED FOR AND NOT FOUND.  REFERENCE MARK
 BL2072'NO. 2 WAS HOWEVER RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1427 ***********************************************************************
 AH1427  DESIGNATION -  SPIT 1912
 AH1427  PID         -  AH1427
 AH1427  STATE/COUNTY-  TX/KLEBERG
 AH1427  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1427
 AH1427                         *CURRENT SURVEY CONTROL
 AH1427  ___________________________________________________________________
 AH1427* NAD 83(1993)-  27 25 55.14976(N)    097 19 31.63018(W)     ADJUSTED  
 AH1427* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1427  ___________________________________________________________________
 AH1427  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1427  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH1427
 AH1427  HORZ ORDER  -  THIRD
 AH1427
 AH1427.The horizontal coordinates were established by classical geodetic methods
 AH1427.and adjusted by the National Geodetic Survey in February 1996..
 AH1427
 AH1427.The orthometric height was scaled from a topographic map.
 AH1427
 AH1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1427
 AH1427.The geoid height was determined by GEOID03.
 AH1427
 AH1427;                    North         East     Units Scale Factor Converg.
 AH1427;SPC TX S     - 5,196,124.746   416,120.153   MT  0.99992296   +0 31 59.7
 AH1427;SPC TX S     -17,047,619.27  1,365,220.87   sFT  0.99992296   +0 31 59.7
 AH1427;UTM  14      - 3,035,397.632   665,514.611   MT  0.99993817   +0 46 17.9
 AH1427
 AH1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1427!SPC TX S     -   1.00000353  x   0.99992296  =   0.99992649
 AH1427!UTM  14      -   1.00000353  x   0.99993817  =   0.99994170
 AH1427
 AH1427:                Primary Azimuth Mark                     Grid Az
 AH1427:SPC TX S     -  LONEHILL                                 227 19 31.7
 AH1427:UTM  14      -  LONEHILL                                 227 05 13.5
 AH1427
 AH1427|---------------------------------------------------------------------|
 AH1427| PID    Reference Object                     Distance      Geod. Az  |
 AH1427|                                                           dddmmss.s |
 AH1427| AH1478 LONEHILL                            APPROX. 7.7 KM 2275131.4 |
 AH1427|---------------------------------------------------------------------|
 AH1427
 AH1427                          SUPERSEDED SURVEY CONTROL
 AH1427
 AH1427  NAD 83(1986)-  27 25 55.16284(N)    097 19 31.60705(W) AD(       ) 3
 AH1427  NAD 27      -  27 25 54.01100(N)    097 19 30.65000(W) AD(       ) 3
 AH1427
 AH1427.Superseded values are not recommended for survey control.
 AH1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1427.See file dsdata.txt to determine how the superseded data were derived.
 AH1427
 AH1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6551535398(NAD 83)
 AH1427_MARKER: DS = TRIANGULATION STATION DISK
 AH1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1427+STABILITY: SURFACE MOTION
 AH1427
 AH1427  HISTORY     - Date     Condition        Report By
 AH1427  HISTORY     - 1912     MONUMENTED       CGS
 AH1427  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1427
 AH1427                          STATION DESCRIPTION
 AH1427
 AH1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1427'ON THE W SIDE OF PADRE ISLAND, ABOUT 4 MILES S OF SOUTH
 AH1427'BIRD ISLAND, ABOUT 2-1/2 MILES N OF THE GRIFFIN HOUSE OR
 AH1427'THE SETTLEMENT.  STATION IS ON A LITTLE KNOLL NEAR THE S
 AH1427'END OF A LONG SAND SPIT, THAT MAKES OUT TOWARD THE S, 30
 AH1427'METERS (98 FEET) FROM THE SHORE OF A LONG NARROW LAGOON,
 AH1427'42 METERS (138 FEET) N OF THE LOW FLAT, AND 26 METERS (85
 AH1427'FEET) E OF THE LAGUNA MADRE SHORE.
 AH1427'
 AH1427'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 AH1427'CYLINDER.  THE UNDERGROUND MARK IS A LARGE NAIL PROJECTING
 AH1427'FROM A BLOCK OF CONCRETE SET ABOUT 3 FEET BELOW THE SURFACE
 AH1427'OF THE GROUND.
 AH1427'
 AH1427'THE REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 AH1427'CYLINDER.  IT IS 21.8 METERS (71.5 FEET) N. 54 DEG 31 MIN
 AH1427'W. (MAG.) AND 5 METERS (16 FEET) FROM THE BANK AT THE LAGUNA
 AH1427'MADRE SHORE.
 AH1427
 AH1427                          STATION RECOVERY (1949)
 AH1427
 AH1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1427'NOT RECOVERED.  THE VICINITY OF THIS STATION, AS PLOTTED,
 AH1427'IS NOW ABOUT 0.3 MILE E OF THE W SHORE OF PADRE ISLAND AND
 AH1427'IS NOW SOLIDLY BUILT UP WITH SHIFTING SAND DUNES.  A THOROUGH
 AH1427'SEARCH WAS MADE BY A TWO-MAN PARTY.
 AH1427'
 AH1427'RECOMMEND THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2215 ***********************************************************************
 BL2215  DESIGNATION -  SPLENDORA BEN MILAM LOT TXFS
 BL2215  PID         -  BL2215
 BL2215  STATE/COUNTY-  TX/MONTGOMERY
 BL2215  USGS QUAD   -  CUT AND SHOOT (1997)
 BL2215
 BL2215                         *CURRENT SURVEY CONTROL
 BL2215  ___________________________________________________________________
 BL2215* NAD 83(1993)-  30 15 15.10407(N)    095 16 13.66651(W)     ADJUSTED  
 BL2215* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 BL2215  ___________________________________________________________________
 BL2215  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BL2215  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL2215
 BL2215  HORZ ORDER  -  SECOND
 BL2215
 BL2215.The horizontal coordinates were established by classical geodetic methods
 BL2215.and adjusted by the National Geodetic Survey in February 1996..
 BL2215
 BL2215.The orthometric height was scaled from a topographic map.
 BL2215
 BL2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2215
 BL2215.The geoid height was determined by GEOID03.
 BL2215
 BL2215;                    North         East     Units Scale Factor Converg.
 BL2215;SPC TX C     - 3,076,217.514 1,187,063.071   MT  0.99996613   +2 36 27.6
 BL2215;SPC TX C     -10,092,556.96  3,894,556.09   sFT  0.99996613   +2 36 27.6
 BL2215;SPC TXSC     - 4,274,029.162   958,864.717   MT  0.99999171   +1 49 37.7
 BL2215;SPC TXSC     -14,022,377.34  3,145,875.33   sFT  0.99999171   +1 49 37.7
 BL2215;UTM  15      - 3,349,134.277   281,550.992   MT  1.00018876   -1 08 39.8
 BL2215
 BL2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2215!SPC TX C     -   0.99999759  x   0.99996613  =   0.99996372
 BL2215!SPC TXSC     -   0.99999759  x   0.99999171  =   0.99998930
 BL2215!UTM  15      -   0.99999759  x   1.00018876  =   1.00018635
 BL2215
 BL2215                          SUPERSEDED SURVEY CONTROL
 BL2215
 BL2215  NAD 83(1986)-  30 15 15.11838(N)    095 16 13.65005(W) AD(       ) 2
 BL2215  NAD 27      -  30 15 14.34644(N)    095 16 12.88321(W) AD(       ) 2
 BL2215
 BL2215.Superseded values are not recommended for survey control.
 BL2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2215.See file dsdata.txt to determine how the superseded data were derived.
 BL2215
 BL2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8155149134(NAD 83)
 BL2215_MARKER: 57 = LOOKOUT TOWER
 BL2215
 BL2215  HISTORY     - Date     Condition        Report By
 BL2215  HISTORY     - 1942     FIRST OBSERVED   CGS
 BL2215  HISTORY     - 1952     GOOD             CGS
 BL2215
 BL2215                          STATION DESCRIPTION
 BL2215
 BL2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2215'THIS INTERSECTION STATION IS LOCATED ABOUT 11.75 MILES ESE OF
 BL2215'CONROE.  IT IS A LOOKOUT TOWER OF THE TEXAS FOREST SERVICE, OF
 BL2215'ALL STEEL CONSTRUCTION AND HAS AN ENCLOSED CROWS NEST AT THE
 BL2215'TOP.  THE HEIGHT OF THE TOWER IS ABOUT 120 FEET.
 BL2215'
 BL2215'IT IS 96.4 FEET SSE OF TRIANGULATION STATION DORA AND WAS
 BL2215'LOCATED BY DISTANCE AND DIRECTION.
 BL2215
 BL2215                          STATION RECOVERY (1952)
 BL2215
 BL2215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2215'THE STATION IS LOCATED ABOUT 13 MILES EAST SOUTHEAST OF CONROE.
 BL2215'IT IS 4-LEGGED STEEL STRUCTURE SET IN A CONCRETE BASE SUPPORTING
 BL2215'THE CAB PROPER.  IT HAS AN OVERALL HEIGHT OF 100 FEET AND THE
 BL2215'APEX OF THE CAB WAS THE POINT OBSERVED UPON.
 BL2215'
 BL2215'TO REACH THE STATION FROM THE POST OFFICE IN CONROE GO EAST ON
 BL2215'STATE HIGHWAY 105 FOR 2.3 MILES TO THE JUNCTION WITH FARM ROAD
 BL2215'1485 ON THE RIGHT, TURN RIGHT AND GO SOUTHEASTERLY FOR 7.0 MILES
 BL2215'TO A MACADAM ROAD LEFT, TURN LEFT AND FOLLOW MACADAM ROAD EASTERLY
 BL2215'FOR 3.7 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 BL2215'
 BL2215'PROBABLY THE SAME STATION AS BEN MILAM LOOKOUT TOWER (T.F.S.),
 BL2215'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1246 ***********************************************************************
 AH1246  DESIGNATION -  SPOIL 1949
 AH1246  PID         -  AH1246
 AH1246  STATE/COUNTY-  TX/NUECES
 AH1246  USGS QUAD   -  OSO CREEK NE (1975)
 AH1246
 AH1246                         *CURRENT SURVEY CONTROL
 AH1246  ___________________________________________________________________
 AH1246* NAD 83(1993)-  27 44 12.52360(N)    097 16 33.34346(W)     ADJUSTED  
 AH1246* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AH1246  ___________________________________________________________________
 AH1246  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1246  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AH1246
 AH1246  HORZ ORDER  -  THIRD
 AH1246
 AH1246.The horizontal coordinates were established by classical geodetic methods
 AH1246.and adjusted by the National Geodetic Survey in February 1996..
 AH1246
 AH1246.The orthometric height was scaled from a topographic map.
 AH1246
 AH1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1246
 AH1246.The geoid height was determined by GEOID03.
 AH1246
 AH1246;                    North         East     Units Scale Factor Converg.
 AH1246;SPC TX S     - 5,229,946.542   420,688.529   MT  0.99997699   +0 33 20.7
 AH1246;SPC TX S     -17,158,582.95  1,380,208.95   sFT  0.99997699   +0 33 20.7
 AH1246;UTM  14      - 3,069,238.455   669,939.749   MT  0.99995647   +0 48 09.3
 AH1246
 AH1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1246!SPC TX S     -   1.00000415  x   0.99997699  =   0.99998114
 AH1246!UTM  14      -   1.00000415  x   0.99995647  =   0.99996062
 AH1246
 AH1246:                Primary Azimuth Mark                     Grid Az
 AH1246:SPC TX S     -  ENCINAL CHANNEL LIGHT 32                 047 25 53.5
 AH1246:UTM  14      -  ENCINAL CHANNEL LIGHT 32                 047 11 04.9
 AH1246
 AH1246|---------------------------------------------------------------------|
 AH1246| PID    Reference Object                     Distance      Geod. Az  |
 AH1246|                                                           dddmmss.s |
 AH1246| AH1261 ENCINAL CHANNEL LIGHT 32            APPROX. 1.4 KM 0475914.2 |
 AH1246| AH1243 ENCINAL CHANNEL LIGHT 31            APPROX. 1.5 KM 0533213.6 |
 AH1246| AH1176 SHAMROCK POINT LIGHT                APPROX.10.1 KM 0761248.6 |
 AH1246| AH1272 SPOIL BANK LIGHT                    154.999 METERS 13857     |
 AH1246| AH1239 CORPUS CHRISTI NAS WATER TANK       APPROX. 4.8 KM 1711417.5 |
 AH1246|---------------------------------------------------------------------|
 AH1246
 AH1246                          SUPERSEDED SURVEY CONTROL
 AH1246
 AH1246  NAD 83(1986)-  27 44 12.53163(N)    097 16 33.31888(W) AD(       ) 3
 AH1246  NAD 27      -  27 44 11.40600(N)    097 16 32.37100(W) AD(       ) 3
 AH1246
 AH1246.Superseded values are not recommended for survey control.
 AH1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1246.See file dsdata.txt to determine how the superseded data were derived.
 AH1246
 AH1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6994069238(NAD 83)
 AH1246_MARKER: Z = SEE DESCRIPTION
 AH1246_SETTING: 0 = UNSPECIFIED SETTING
 AH1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1246
 AH1246  HISTORY     - Date     Condition        Report By
 AH1246  HISTORY     - 1949     MONUMENTED       CGS
 AH1246  HISTORY     - 1951     MARK NOT FOUND   CGS
 AH1246  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1246  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1246
 AH1246                          STATION DESCRIPTION
 AH1246
 AH1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AH1246'DESTROYED.  ISLAND ON WHICH STATION WAS BUILT IS NOW UNDER
 AH1246'WATER AND STATION IS WASHED OUT.
 AH1246
 AH1246                          STATION RECOVERY (1997)
 AH1246
 AH1246'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1246'MARK NOT FOUND.
 AH1246
 AH1246                          STATION RECOVERY (2001)
 AH1246
 AH1246'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1246'COVERED BY SPOIL AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1658 ***********************************************************************
 AH1658  DESIGNATION -  SPOIL LIMIT 1
 AH1658  PID         -  AH1658
 AH1658  STATE/COUNTY-  TX/NUECES
 AH1658  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1658
 AH1658                         *CURRENT SURVEY CONTROL
 AH1658  ___________________________________________________________________
 AH1658* NAD 83(1993)-  27 48 18.94913(N)    097 23 31.36576(W)     ADJUSTED  
 AH1658* NAVD 88     -         3.956  (meters)      12.98   (feet)  ADJUSTED  
 AH1658  ___________________________________________________________________
 AH1658  X           -    -726,376.789 (meters)                     COMP
 AH1658  Y           -  -5,598,876.817 (meters)                     COMP
 AH1658  Z           -   2,957,423.326 (meters)                     COMP
 AH1658  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AH1658  ELLIP HEIGHT-         -22.56  (meters)          (07/05/05) GPS OBS
 AH1658  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH1658  DYNAMIC HT  -           3.950 (meters)      12.96  (feet)  COMP
 AH1658  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 AH1658
 AH1658  HORZ ORDER  -  A
 AH1658  VERT ORDER  -  FIRST     CLASS II
 AH1658  ELLP ORDER  -  THIRD     CLASS II
 AH1658
 AH1658.The horizontal coordinates were established by GPS observations
 AH1658.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 AH1658
 AH1658.The orthometric height was determined by differential leveling
 AH1658.and adjusted by the National Geodetic Survey in December 1997..
 AH1658
 AH1658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1658
 AH1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1658
 AH1658.The ellipsoidal height was determined by GPS observations
 AH1658.and is referenced to NAD 83.
 AH1658
 AH1658.The geoid height was determined by GEOID03.
 AH1658
 AH1658.The dynamic height is computed by dividing the NAVD 88
 AH1658.geopotential number by the normal gravity value computed on the
 AH1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1658.degrees latitude (g = 980.6199 gals.).
 AH1658
 AH1658.The modeled gravity was interpolated from observed gravity values.
 AH1658
 AH1658;                    North         East     Units Scale Factor Converg.
 AH1658;SPC TX S     - 5,237,425.865   409,173.543   MT  0.99999301   +0 30 10.9
 AH1658;SPC TX S     -17,183,121.36  1,342,430.20   sFT  0.99999301   +0 30 10.9
 AH1658;UTM  14      - 3,076,667.672   658,393.222   MT  0.99990967   +0 45 00.8
 AH1658
 AH1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1658!SPC TX S     -   1.00000354  x   0.99999301  =   0.99999655
 AH1658!UTM  14      -   1.00000354  x   0.99990967  =   0.99991321
 AH1658
 AH1658:                Primary Azimuth Mark                     Grid Az
 AH1658:SPC TX S     -  PORTLAND NW MUN TANK                     030 01 45.9
 AH1658:UTM  14      -  PORTLAND NW MUN TANK                     029 46 56.0
 AH1658
 AH1658|---------------------------------------------------------------------|
 AH1658| PID    Reference Object                     Distance      Geod. Az  |
 AH1658|                                                           dddmmss.s |
 AH1658| AH1655 PORTLAND NW MUN TANK                APPROX.10.9 KM 0303156.8 |
 AH1658| AH1654 PORTLAND NE MUN TANK                APPROX.13.1 KM 0394737.2 |
 AH1658| AH1653 PORTLAND CENTRAL MUN TANK           APPROX.11.0 KM 0410942.9 |
 AH1658| AH1633 GREGORY REYNOLDS METALS CO TK       APPROX.16.9 KM 0540253.8 |
 AH1658| AH1635 INGLESIDE S MUN TANK                APPROX.18.6 KM 0681742.3 |
 AH1658| AH1636 INGLESIDE SAN PATRICIO MWD TK       APPROX.20.8 KM 0685452.5 |
 AH1658| AH1628 CORPUS CHRISTI HARBOR RNG F LT      APPROX. 2.4 KM 0832314.7 |
 AH1658| AC8086 SPOIL LIMIT 1 RM 1                    9.631 METERS 16949     |
 AH1658| AH1659 SPOIL LIMIT 1 AZ MK                 APPROX. 0.6 KM 1695555.4 |
 AH1658| AH1630 CORPUS CHRISTI S RANKIN ST TK       APPROX. 1.7 KM 2284400.9 |
 AH1658| AH1629 CORPUS CHRISTI PORT TANK            APPROX. 0.8 KM 3243130.5 |
 AH1658| AC8087 SPOIL LIMIT 1 RM 2                    9.426 METERS 34948     |
 AH1658|---------------------------------------------------------------------|
 AH1658
 AH1658                          SUPERSEDED SURVEY CONTROL
 AH1658
 AH1658  NAD 83(1993)-  27 48 18.94986(N)    097 23 31.37035(W) AD(       ) 2
 AH1658  NAD 83(1986)-  27 48 18.95128(N)    097 23 31.34678(W) AD(       ) 2
 AH1658  NAVD 88 (08/21/98)    3.96   (m)           13.0    (f) LEVELING    3  
 AH1658  NGVD 29 (06/28/90)    7.8    (m)           26.     (f) VERT ANG       
 AH1658
 AH1658.Superseded values are not recommended for survey control.
 AH1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1658.See file dsdata.txt to determine how the superseded data were derived.
 AH1658
 AH1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5839376668(NAD 83)
 AH1658_MARKER: DD = SURVEY DISK
 AH1658_SETTING: 0 = UNSPECIFIED SETTING
 AH1658_SP_SET: SEAWALL
 AH1658_STAMPING: SPOIL LIMIT 1 1952
 AH1658_MARK LOGO: USE   
 AH1658_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1658+SATELLITE: SATELLITE OBSERVATIONS - 2005
 AH1658
 AH1658  HISTORY     - Date     Condition        Report By
 AH1658  HISTORY     - 1985     MONUMENTED       NGS
 AH1658  HISTORY     - 1985     GOOD             NGS
 AH1658  HISTORY     - 19890215 GOOD             NOS
 AH1658  HISTORY     - 19891019 GOOD             NOS
 AH1658  HISTORY     - 19970220 GOOD             NGS
 AH1658  HISTORY     - 20040302 GOOD             USPSQD
 AH1658  HISTORY     - 2005     GOOD             CCTI
 AH1658
 AH1658                          STATION DESCRIPTION
 AH1658
 AH1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1658'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI)
 AH1658'EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 37 AND STATE
 AH1658'ROUTE 286 (CROSSTOWN EXPRESSWAY), 0.6 KM (0.4 MI) SOUTH FROM THE
 AH1658'MIDDLE OF THE CORPUS CHRISTI SHIP CHANNEL, ON THE NORTHEAST SIDE OF
 AH1658'CORPUS CHRISTI AND IN THE TOP STEP OF THE SEA WALL AT CORPUS
 AH1658'CHRISTI BAY.
 AH1658'OWNERSHIP--CITY OF CORPUS CHRISTI, PERMISSION BY GERALD SMITH CITY
 AH1658'ENGINEER, DEPT OF ENGR AND PHYSICAL DEVELOPEMENT, POST OFFICE BOX
 AH1658'9277, 302 SOUTH SHORELINE, CORPUS CHRISTI TX 78469, PHONE
 AH1658'512-880-3040.
 AH1658'
 AH1658'TO REACH THE STATION FROM THE CITY HALL IN CORPUS CHRISTI, GO NORTH
 AH1658'ON SHORLEINE BLVD FOR 1.1 KM (0.7 MI) TO THE AZIMUTH MARK ON THE
 AH1658'RIGHT. CONTINUE NORTH ON SHORELINE BLVD FOR 0.5 KM (0.3 MI) TO THE
 AH1658'STATION ON THE RIGHT.
 AH1658'
 AH1658'THE STATION IS A STANDARD USE DISK
 AH1658'STAMPED---SPOIL LIMIT 1 1952---,
 AH1658'SET INTO A DRILL HOLE IN THE APPROXIMATE CENTER OF THE TOP LEDGE OF
 AH1658'A LARGE CONCRETE SEA WALL. LOCATED
 AH1658'33.16 METERS (108.8 FT) SOUTHEAST FROM A METAL LIGHT POLE NUMBER
 AH1658'110,
 AH1658'20.57 METERS (67.5 FT) NORTH FROM A METAL LIGHT POLE NUMBER 109,
 AH1658'14.0 METERS (45.9 FT) NORTHEAST FROM THE CENTER OF THE NORTHBOUND
 AH1658'LANE OF SHORELINE BLVD AND PROJECTS 0.3 METER (1.0 FT) ABOVE A
 AH1658'CONCRETE SIDEWALK.
 AH1658'
 AH1658'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1658'STAMPED---SPOIL LIMIT 1 USE NO 1 1985---,
 AH1658'SET INTO A DRILL HOLE IN THE APPROXIMATE CENTER OF THE TOP LEDGE OF
 AH1658'A LARGE CONCRETE SEA WALL. LOCATED
 AH1658'14.0 METERS (45.9 FT) NORTHEAST FROM THE CENTER OF THE NORTH BOUND
 AH1658'LANE OF SHORELINE BLVD,
 AH1658'11.67 METERS (38.3 FT) NORTH FROM A METAL LIGHT POLE NUMBER 109 AND
 AH1658'PROJECTS O.3 METER (1.0 FT) ABOVE A CONCRETE SIDEWALK.
 AH1658'MARK IS LEVEL WITH THE STATION.
 AH1658'
 AH1658'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AH1658'STAMPED---SPOIL LIMIT 1 USE NO 2 1985---,
 AH1658'SET INTO A DRILL HOLE IN THE APPROXIMATE CENTER OF THE TOP LEDGE OF
 AH1658'A LARGE CONCRETE SEA WALL. LOCATED
 AH1658'29.72 METERS (97.5 FT) NORTH-NORTHWEST FROM A METAL LIGHT POLE
 AH1658'NUMBER 109,
 AH1658'24.02 METERS (78.8 FT) SOUTHEAST FROM A METAL LIGHT POLE NUMBER 110,
 AH1658'14.0 METERS (45.9 FT) NORTHEAST FROM THE CENTER OF THE NORTH BOUND
 AH1658'LANE OF SHORLINE BLVD AND PROJECTS 0.3 METER (1.0 FT) ABOVE THE
 AH1658'CONCRETE SIDEWALK.
 AH1658'MARK IS LEVEL WITH THE STATION.
 AH1658'
 AH1658'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 AH1658'STAMPED---SPOIL LIMIT 1 USE 1985---,
 AH1658'SET INTO A DRILL HOLE IN THE APPROXIMATE CENTER OF THE TOP LEDGE OF
 AH1658'A LARGE CONCRETE SEA WALL. LOCATED
 AH1658'13.4 METERS (43.8 FT) EAST-NORTHEAST FROM THE CENTER OF THE NORTH
 AH1658'BOUND LANE OF SHORELINE BLVD,
 AH1658'5.79 METERS (19.0 FT) EAST-NORTHEAST FROM A METAL LIGHT POLE NUMBER
 AH1658'99 AND PROJECTS 0.3 METER (1.0 FT) ABOVE A CONCRETE SIDEWALK.
 AH1658'
 AH1658'HEIGHT OF LIGHT SHOWN WAS 1.2 METERS ABOVE THE MARK.
 AH1658'
 AH1658'AN EDM TIE WAS MADE TO SPOIL LIMIT 1 USE AZ MK.
 AH1658'
 AH1658'DESCRIBED BY C. E. GEOGHEGAN.
 AH1658
 AH1658                          STATION RECOVERY (1985)
 AH1658
 AH1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1658'RECOVERED IN GOOD CONDITION.
 AH1658
 AH1658                          STATION RECOVERY (1989)
 AH1658
 AH1658'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1658'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) ENE OF THE JUNCTION OF
 AH1658'INTERSTATE HWY 37 AND STATE ROUTE 286 (CROSSTOWN EXPRESSWAY), 0.6 KM
 AH1658'(0.35 MI) S FROM THE MIDDLE OF THE CORPUS CHRISTI SHIP CHANNEL, ON THE
 AH1658'NE SIDE OF CORPUS CHRISTI AND IN THE TOP STEP OF THE SEA WALL AT
 AH1658'CORPUS CHRISTI BAY.  OWNERSHIP--CITY OF CORPUS CHRISTI, PERMISSION BY
 AH1658'GERALD SMITH CITY ENGINEER, DEPT OF ENGR AND PHYSICAL DEVELOPMENT,
 AH1658'POST OFFICE BOX 9277, 302 SOUTH SHORELINE, CORPUS CHRISTI, TX 78469,
 AH1658'PHONE 512-880-3040.
 AH1658'TO REACH THE STATION FROM THE CITY HALL IN CORPUS CHRISTI, GO N ON
 AH1658'SHORELINE BLVD FOR 1.1 KM (0.70 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 AH1658'CONTINUE N ON SHORELINE BLVD FOR 0.5 KM (0.30 MI) TO THE STATION ON
 AH1658'THE RIGHT.
 AH1658'THE STATION IS SET INTO A DRILL HOLE IN THE APPROXIMATE CENTER OF THE
 AH1658'TOP LEDGE OF A LARGE CONCRETE SEA WALL.  LOCATED 33.16 M (108.8 FT) SE
 AH1658'FROM A METAL LIGHT POLE NUMBER 110, 20.57 M (67.5 FT) N FROM A METAL
 AH1658'LIGHT POLE NUMBER 109, 14.0 M (45.9 FT) NE FROM THE CENTER OF THE N
 AH1658'BOUND LANE OF SHORELINE BLVD AND PROJECTS 0.3 M (1.0 FT) ABOVE A
 AH1658'CONCRETE SIDEWALK.
 AH1658'AN EDMI TIE WAS MADE TO SPOIL LIMIT 1 USE AZ MK.
 AH1658
 AH1658                          STATION RECOVERY (1989)
 AH1658
 AH1658'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1658'RECOVERED AS DESCRIBED.  THE STATION AND ITS AZIMUTH MARK WERE USED TO
 AH1658'LOCATED A STATION, INDIAN.  THE GEODETIC POSITION OF THIS STATION WAS
 AH1658'VERIFIED AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1658
 AH1658                          STATION RECOVERY (1997)
 AH1658
 AH1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1658'IN CORPUS CHRISTI, AT THE INTERSECTION OF NORTH SHORELINE BOULEVARD
 AH1658'AND PALO ALTO STREET, IN A CONCRETE SEAWALL ALONG THE EAST SIDE OF THE
 AH1658'BOULEVARD, 36.6 M (120.1 FT) NORTH OF THE EXTENDED STREET CENTER, 13.8
 AH1658'M (45.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 AH1658'BOULEVARD, 9.7 M (31.8 FT) NORTH OF REFERENCE MARK 1, 9.4 M (30.8 FT)
 AH1658'SOUTH OF REFERENCE MARK 2, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AH1658'BOULEVARD.
 AH1658
 AH1658                          STATION RECOVERY (2004)
 AH1658
 AH1658'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1658'RECOVERED IN GOOD CONDITION.
 AH1658
 AH1658                          STATION RECOVERY (2005)
 AH1658
 AH1658'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2005
 AH1658'RECOVERY NOTE BY C AND C TECHNOLOGIES 2005 (JEW)RECOVERED AS
 AH1658'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1659 ***********************************************************************
 AH1659  DESIGNATION -  SPOIL LIMIT 1 AZ MK
 AH1659  PID         -  AH1659
 AH1659  STATE/COUNTY-  TX/NUECES
 AH1659  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1659
 AH1659                         *CURRENT SURVEY CONTROL
 AH1659  ___________________________________________________________________
 AH1659* NAD 83(1993)-  27 48 00.36577(N)    097 23 27.65534(W)     ADJUSTED  
 AH1659* NAVD 88     -         3.973  (meters)      13.03   (feet)  ADJUSTED  
 AH1659  ___________________________________________________________________
 AH1659  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1659  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH1659  DYNAMIC HT  -           3.967 (meters)      13.02  (feet)  COMP
 AH1659  MODELED GRAV-     979,129.3   (mgal)                       NAVD 88
 AH1659
 AH1659  HORZ ORDER  -  SECOND
 AH1659  VERT ORDER  -  FIRST     CLASS II
 AH1659
 AH1659.The horizontal coordinates were established by classical geodetic methods
 AH1659.and adjusted by the National Geodetic Survey in February 1996..
 AH1659
 AH1659.The orthometric height was determined by differential leveling
 AH1659.and adjusted by the National Geodetic Survey in December 1997..
 AH1659
 AH1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1659
 AH1659.The geoid height was determined by GEOID03.
 AH1659
 AH1659.The dynamic height is computed by dividing the NAVD 88
 AH1659.geopotential number by the normal gravity value computed on the
 AH1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1659.degrees latitude (g = 980.6199 gals.).
 AH1659
 AH1659.The modeled gravity was interpolated from observed gravity values.
 AH1659
 AH1659;                    North         East     Units Scale Factor Converg.
 AH1659;SPC TX S     - 5,236,854.745   409,280.125   MT  0.99999176   +0 30 12.6
 AH1659;SPC TX S     -17,181,247.61  1,342,779.88   sFT  0.99999176   +0 30 12.6
 AH1659;UTM  14      - 3,076,097.064   658,502.258   MT  0.99991010   +0 45 02.0
 AH1659
 AH1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1659!SPC TX S     -   1.00000354  x   0.99999176  =   0.99999530
 AH1659!UTM  14      -   1.00000354  x   0.99991010  =   0.99991364
 AH1659
 AH1659                          SUPERSEDED SURVEY CONTROL
 AH1659
 AH1659  NAD 83(1986)-  27 48 00.36721(N)    097 23 27.63151(W) AD(       ) 2
 AH1659  NAVD 88 (08/21/98)    3.97   (m)           13.0    (f) LEVELING    3  
 AH1659  NGVD 29 (06/28/90)    8.     (m)           26.     (f) VERT ANG       
 AH1659
 AH1659.Superseded values are not recommended for survey control.
 AH1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1659.See file dsdata.txt to determine how the superseded data were derived.
 AH1659
 AH1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5850276097(NAD 83)
 AH1659_MARKER: DZ = AZIMUTH MARK DISK
 AH1659_SETTING: 0 = UNSPECIFIED SETTING
 AH1659_SP_SET: SEAWALL
 AH1659_STAMPING: SPOIL LIMIT 1 USE 1985
 AH1659_MARK LOGO: NGS   
 AH1659_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1659+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 AH1659
 AH1659  HISTORY     - Date     Condition        Report By
 AH1659  HISTORY     - 1985     MONUMENTED       NGS
 AH1659  HISTORY     - 1985     GOOD             NGS
 AH1659  HISTORY     - 19890215 GOOD             NOS
 AH1659  HISTORY     - 19891019 GOOD             NOS
 AH1659  HISTORY     - 19970209 GOOD             NGS
 AH1659  HISTORY     - 20040302 GOOD             USPSQD
 AH1659
 AH1659                          STATION DESCRIPTION
 AH1659
 AH1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1659'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI)
 AH1659'EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 37 AND STATE
 AH1659'ROUTE 286 (CROSSTOWN EXPRESSWAY), 0.6 KM (0.4 MI) SOUTH FROM THE
 AH1659'MIDDLE OF THE CORPUS CHRISTI SHIP CHANNEL, ON THE NORTHEAST SIDE OF
 AH1659'CORPUS CHRISTI AND IN THE TOP STEP OF THE SEA WALL AT CORPUS
 AH1659'CHRISTI BAY.
 AH1659'OWNERSHIP--CITY OF CORPUS CHRISTI, PERMISSION BY GERALD SMITH CITY
 AH1659'ENGINEER, DEPT OF ENGR AND PHYSICAL DEVELOPEMENT, POST OFFICE BOX
 AH1659'9277, 302 SOUTH SHORELINE, CORPUS CHRISTI TX 78469, PHONE
 AH1659'512-880-3040.
 AH1659'
 AH1659'TO REACH THE STATION FROM THE CITY HALL IN CORPUS CHRISTI, GO NORTH
 AH1659'ON SHORELINE BLVD FOR 1.1 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 AH1659'
 AH1659'THE STATION IS A STANDARD NGS DISK
 AH1659'STAMPED---SPOIL LIMIT 1 USE 1985---,
 AH1659'SET INTO A DRILL HOLE IN THE APPROXIMATE CENTER OF THE TOP LEDGE OF
 AH1659'A LARGE CONCRETE SEA WALL. LOCATED
 AH1659'13.4 METERS (43.8 FT) EAST-NORTHEAST FROM THE CENTER OF THE NORTH
 AH1659'BOUND LANE OF SHORLINE BLVD,
 AH1659'5.79 METERS (19.0 FT) EAST-NORTHEAST FROM A METAL LIGHT POLE NUMBER
 AH1659'99 AND PROJECTS 0.3 METER (1.0 FT) ABOVE A CONCRETE SIDEWALK.
 AH1659'
 AH1659'HEIGHT OF LIGHT SHOWN WAS 1.2 METERS ABOVE THE MARK.
 AH1659'
 AH1659'AN EDM TIE WAS MADE TO SPOIL LIMIT 1 USE.
 AH1659'
 AH1659'DESCRIBED BY C. E. GEOGHEGAN.
 AH1659
 AH1659                          STATION RECOVERY (1985)
 AH1659
 AH1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1659'RECOVERED IN GOOD CONDITION.
 AH1659
 AH1659                          STATION RECOVERY (1989)
 AH1659
 AH1659'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1659'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) ENE OF THE JUNCTION OF
 AH1659'INTERSTATE HWY 37 AND STATE ROUTE 286 (CROSSTOWN EXPRESSWAY), 0.6 KM
 AH1659'(0.35 MI) S FROM THE MIDDLE OF THE CORPUS CHRISTI SHIP CHANNEL, ON THE
 AH1659'NE SIDE OF CORPUS CHRISTI AND IN THE TOP STEP OF THE SEA WALL AT
 AH1659'CORPUS CHRISTI BAY.  OWNERSHIP--CITY OF CORPUS CHRISTI, PERMISSION BY
 AH1659'GERALD SMITH CITY ENGINEER, DEPT OF ENGR AND PHYSICAL DEVELOPMENT,
 AH1659'POST OFFICE BOX 9277, 302 SOUTH SHORELINE, CORPUS CHRISTI, TX 78469,
 AH1659'PHONE 512-880-3040.
 AH1659'TO REACH THE STATION FROM THE CITY HALL IN CORPUS CHRISTI, GO N ON
 AH1659'SHORELINE BLVD FOR 1.1 KM (0.70 MI) TO THE STATION MARK ON THE RIGHT.
 AH1659'THE STATION IS SET INTO A DRILL HOLE IN THE APPROXIMATE CENTER OF THE
 AH1659'TOP LEDGE OF A LARGE CONCRETE SEA WALL.  LOCATED 13.4 M (44.0 FT) ENE
 AH1659'FROM THE CENTER OF THE NORTH BOUND LANE OF SHORELINE BLVD, 5.79 M
 AH1659'(19.0 FT) NEE FROM METAL LIGHT POLE NUMBER 99 AND PROJECTS 0.3 M
 AH1659'(1.0 FT) ABOVE A CONCRETE SIDEWALK.
 AH1659'AN EDMI TIE WAS MADE TO SPOIL LIMIT 1.
 AH1659
 AH1659                          STATION RECOVERY (1989)
 AH1659
 AH1659'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1659'RECOVERED AS DESCRIBED.  THE STATION AND ITS PARENT STATION SPOIL
 AH1659'LIMIT 1 USE WERE USED IN A SHORT TRAVERSE.  BOTH STATIONS GEODETIC
 AH1659'POSITIONS WERE VERIFIED AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1659
 AH1659                          STATION RECOVERY (1997)
 AH1659
 AH1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1659'IN CORPUS CHRISTI, AT THE INTERSECTION OF NORTH SHORELINE BOULEVARD
 AH1659'AND TWIGG STREET, IN A CONCRETE SEAWALL ALONG THE EAST SIDE OF THE
 AH1659'BOULEVARD, 37.5 M (123.0 FT) NORTH OF THE EXTENDED CENTERLINE OF THE
 AH1659'EASTBOUND LANES OF THE STREET, 14.0 M (45.9 FT) EAST OF THE CENTERLINE
 AH1659'OF THE NORTHBOUND LANES OF THE BOULEVARD, 5.8 M (19.0 FT) EAST OF
 AH1659'UTILITY LIGHT POLE NUMBER 99, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AH1659'THE BOULEVARD.
 AH1659
 AH1659                          STATION RECOVERY (2004)
 AH1659
 AH1659'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8086 ***********************************************************************
 AC8086  DESIGNATION -  SPOIL LIMIT 1 RM 1
 AC8086  PID         -  AC8086
 AC8086  STATE/COUNTY-  TX/NUECES
 AC8086  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8086
 AC8086                         *CURRENT SURVEY CONTROL
 AC8086  ___________________________________________________________________
 AC8086* NAD 83(1986)-  27 48 19.     (N)    097 23 32.     (W)     SCALED    
 AC8086* NAVD 88     -         3.944  (meters)      12.94   (feet)  ADJUSTED  
 AC8086  ___________________________________________________________________
 AC8086  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AC8086  DYNAMIC HT  -           3.938 (meters)      12.92  (feet)  COMP
 AC8086  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 AC8086
 AC8086  VERT ORDER  -  FIRST     CLASS II
 AC8086
 AC8086.The horizontal coordinates were scaled from a topographic map and have
 AC8086.an estimated accuracy of +/- 6 seconds.
 AC8086
 AC8086.The orthometric height was determined by differential leveling
 AC8086.and adjusted by the National Geodetic Survey in December 1997..
 AC8086
 AC8086.The geoid height was determined by GEOID03.
 AC8086
 AC8086.The dynamic height is computed by dividing the NAVD 88
 AC8086.geopotential number by the normal gravity value computed on the
 AC8086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8086.degrees latitude (g = 980.6199 gals.).
 AC8086
 AC8086.The modeled gravity was interpolated from observed gravity values.
 AC8086
 AC8086;                    North         East    Units  Estimated Accuracy
 AC8086;SPC TX S     - 5,237,430.      409,160.      MT  (+/- 180 meters Scaled)
 AC8086
 AC8086                          SUPERSEDED SURVEY CONTROL
 AC8086
 AC8086.No superseded survey control is available for this station.
 AC8086
 AC8086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR583766(NAD 83)
 AC8086_MARKER: DR = REFERENCE MARK DISK
 AC8086_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8086_SP_SET: SEAWALL
 AC8086_STAMPING: SPOIL LIMIT 1 USE NO 1 1985
 AC8086_MARK LOGO: NGS   
 AC8086_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8086+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 AC8086
 AC8086  HISTORY     - Date     Condition        Report By
 AC8086  HISTORY     - 1985     MONUMENTED       NGS
 AC8086  HISTORY     - 19970204 GOOD             NGS
 AC8086  HISTORY     - 20040302 GOOD             USPSQD
 AC8086
 AC8086                          STATION DESCRIPTION
 AC8086
 AC8086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8086'IN CORPUS CHRISTI, AT THE INTERSECTION OF NORTH SHORELINE BOULEVARD
 AC8086'AND PALO ALTO STREET, IN A CONCRETE SEAWALL ALONG THE EAST SIDE OF THE
 AC8086'BOULEVARD, 26.9 M (88.3 FT) NORTH OF THE EXTENDED STREET CENTER, 13.8
 AC8086'M (45.3 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 AC8086'BOULEVARD, 9.7 M (31.8 FT) SOUTH OF THE STATION, AND 0.5 M (1.6 FT)
 AC8086'ABOVE THE LEVEL OF THE BOULEVARD.
 AC8086
 AC8086                          STATION RECOVERY (2004)
 AC8086
 AC8086'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8087 ***********************************************************************
 AC8087  DESIGNATION -  SPOIL LIMIT 1 RM 2
 AC8087  PID         -  AC8087
 AC8087  STATE/COUNTY-  TX/NUECES
 AC8087  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8087
 AC8087                         *CURRENT SURVEY CONTROL
 AC8087  ___________________________________________________________________
 AC8087* NAD 83(1986)-  27 48 21.     (N)    097 23 32.     (W)     SCALED    
 AC8087* NAVD 88     -         3.943  (meters)      12.94   (feet)  ADJUSTED  
 AC8087  ___________________________________________________________________
 AC8087  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AC8087  DYNAMIC HT  -           3.937 (meters)      12.92  (feet)  COMP
 AC8087  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 AC8087
 AC8087  VERT ORDER  -  FIRST     CLASS II
 AC8087
 AC8087.The horizontal coordinates were scaled from a topographic map and have
 AC8087.an estimated accuracy of +/- 6 seconds.
 AC8087
 AC8087.The orthometric height was determined by differential leveling
 AC8087.and adjusted by the National Geodetic Survey in December 1997..
 AC8087
 AC8087.The geoid height was determined by GEOID03.
 AC8087
 AC8087.The dynamic height is computed by dividing the NAVD 88
 AC8087.geopotential number by the normal gravity value computed on the
 AC8087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8087.degrees latitude (g = 980.6199 gals.).
 AC8087
 AC8087.The modeled gravity was interpolated from observed gravity values.
 AC8087
 AC8087;                    North         East    Units  Estimated Accuracy
 AC8087;SPC TX S     - 5,237,490.      409,160.      MT  (+/- 180 meters Scaled)
 AC8087
 AC8087                          SUPERSEDED SURVEY CONTROL
 AC8087
 AC8087.No superseded survey control is available for this station.
 AC8087
 AC8087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR583767(NAD 83)
 AC8087_MARKER: DR = REFERENCE MARK DISK
 AC8087_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8087_SP_SET: SEAWALL
 AC8087_STAMPING: SPOIL LIMIT 1 USE NO 2 1985
 AC8087_MARK LOGO: NGS   
 AC8087_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8087+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 AC8087
 AC8087  HISTORY     - Date     Condition        Report By
 AC8087  HISTORY     - 1985     MONUMENTED       NGS
 AC8087  HISTORY     - 19970204 GOOD             NGS
 AC8087  HISTORY     - 20040302 GOOD             USPSQD
 AC8087
 AC8087                          STATION DESCRIPTION
 AC8087
 AC8087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8087'IN CORPUS CHRISTI, AT THE INTERSECTION OF NORTH SHORELINE BOULEVARD
 AC8087'AND PALO ALTO STREET, IN A CONCRETE SEAWALL ALONG THE EAST SIDE OF THE
 AC8087'BOULEVARD, 46.0 M (150.9 FT) NORTH OF THE EXTENDED STREET CENTER, 13.8
 AC8087'M (45.3 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 AC8087'BOULEVARD, 9.4 M (30.8 FT) NORTH OF THE STATION, AND 0.5 M (1.6 FT)
 AC8087'ABOVE THE LEVEL OF THE BOULEVARD.
 AC8087
 AC8087                          STATION RECOVERY (2004)
 AC8087
 AC8087'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0716 ***********************************************************************
 DO0716  DESIGNATION -  SPRADLING
 DO0716  PID         -  DO0716
 DO0716  STATE/COUNTY-  TX/JACK
 DO0716  USGS QUAD   -  NEWPORT (1964)
 DO0716
 DO0716                         *CURRENT SURVEY CONTROL
 DO0716  ___________________________________________________________________
 DO0716* NAD 83(1993)-  33 23 54.19793(N)    098 01 42.04448(W)     ADJUSTED  
 DO0716* NAVD 88     -       375.93   (+/-2cm)    1233.4    (feet)  VERTCON   
 DO0716  ___________________________________________________________________
 DO0716  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 DO0716  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DO0716
 DO0716  HORZ ORDER  -  FIRST
 DO0716  VERT ORDER  -  THIRD ? (See Below)
 DO0716
 DO0716.The horizontal coordinates were established by classical geodetic methods
 DO0716.and adjusted by the National Geodetic Survey in February 1996..
 DO0716
 DO0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0716.The vertical order pertains to the NGVD 29 superseded value.
 DO0716
 DO0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0716
 DO0716.The geoid height was determined by GEOID03.
 DO0716
 DO0716;                    North         East     Units Scale Factor Converg.
 DO0716;SPC TXNC     - 2,192,130.449   643,873.519   MT  0.99989087   +0 15 26.1
 DO0716;SPC TXNC     - 7,192,014.65  2,112,441.70   sFT  0.99989087   +0 15 26.1
 DO0716;UTM  14      - 3,695,875.500   590,359.500   MT  0.99970066   +0 32 05.6
 DO0716
 DO0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0716!SPC TXNC     -   0.99994528  x   0.99989087  =   0.99983615
 DO0716!UTM  14      -   0.99994528  x   0.99970066  =   0.99964595
 DO0716
 DO0716:                Primary Azimuth Mark                     Grid Az
 DO0716:SPC TXNC     -  BOWIE STANDPIPE USGS                     041 06 02.0
 DO0716:UTM  14      -  BOWIE STANDPIPE USGS                     040 49 22.5
 DO0716
 DO0716|---------------------------------------------------------------------|
 DO0716| PID    Reference Object                     Distance      Geod. Az  |
 DO0716|                                                           dddmmss.s |
 DO0716| DN1398 BOWIE STANDPIPE USGS                APPROX.24.8 KM 0412128.1 |
 DO0716| CX8698 SPRADLING RM 1                       14.298 METERS 05511     |
 DO0716| DO0731 JACKSBORO JAIL CUPOLA               APPROX.23.4 KM 2105505.2 |
 DO0716| CX8695 SPRADLING AZ MK                                    2482516.2 |
 DO0716| CX8696 SPRADLING RM OLD                                   32852     |
 DO0716| CX8699 SPRADLING RM 2                       12.013 METERS 33133     |
 DO0716|---------------------------------------------------------------------|
 DO0716
 DO0716                          SUPERSEDED SURVEY CONTROL
 DO0716
 DO0716  NAD 83(1993)-  33 23 54.19984(N)    098 01 42.04128(W) AD(       ) 1
 DO0716  NAD 83(1986)-  33 23 54.20115(N)    098 01 42.03047(W) AD(       ) 1
 DO0716  NAD 27      -  33 23 53.80800(N)    098 01 40.88800(W) AD(       ) 1
 DO0716  NGVD 29 (07/19/86)  375.97   (m)         1233.5    (f) LEVELING    3  
 DO0716
 DO0716.Superseded values are not recommended for survey control.
 DO0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0716.See file dsdata.txt to determine how the superseded data were derived.
 DO0716
 DO0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB9035995876(NAD 83)
 DO0716_MARKER: N = NAIL
 DO0716_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO0716_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DO0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0716
 DO0716  HISTORY     - Date     Condition        Report By
 DO0716  HISTORY     - 1902     MONUMENTED       CGS
 DO0716  HISTORY     - 1935     GOOD             CGS
 DO0716  HISTORY     - 1937     GOOD             TXHD
 DO0716  HISTORY     - 1947     GOOD             CGS
 DO0716  HISTORY     - 1950     GOOD             CGS
 DO0716  HISTORY     - 1955     GOOD             CGS
 DO0716  HISTORY     - 1956     GOOD             CGS
 DO0716  HISTORY     - 1958     GOOD             USGS
 DO0716  HISTORY     - 1960     GOOD             CGS
 DO0716  HISTORY     - 1966     GOOD             CGS
 DO0716  HISTORY     - 1967     GOOD             CGS
 DO0716
 DO0716                          STATION DESCRIPTION
 DO0716
 DO0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 DO0716'STATION IS ABOUT 6 MILES S OF NEWPORT AND 8 MILES N OF CUNDIFF,
 DO0716'ON A WOODED HILL ABOUT 500 YARDS E OF THE NEWPORT-JACKSBORO ROAD,
 DO0716'ON LAND OF J.A. SPRADLING.
 DO0716'
 DO0716'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE NAILS IN TERRA-COTTA
 DO0716'PIPES SET IN CONCRETE.
 DO0716'
 DO0716'REFERENCE MARK IS 11.975 METERS (39.29 FEET) FROM THE STATION
 DO0716'N 31 DEG 09 MIN W.
 DO0716'
 DO0716'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--
 DO0716'
 DO0716'CENTER OF THE SPRADLING HOUSE, ABOUT 775 YARDS, S 1 DEG 59 MIN E.
 DO0716'
 DO0716'CHIMNEY OF MAYOS HOUSE ABOUT 775 YARDS, S 78 DEG 57 MIN W.  NORMAL
 DO0716'TO THE FENCE BETWEEN THE PROPERTIES OF J.A. SPRADLING AND
 DO0716'J.W. MAYO, 39.3 METERS (129 FEET), N 82 DEG 59 MIN W.
 DO0716'
 DO0716'ELEVATION OF STATION IS 375.7 METERS (1,233 FEET).
 DO0716
 DO0716                          STATION RECOVERY (1935)
 DO0716
 DO0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DO0716'STATION RECOVERED.  A REVISED DESCRIPTION FOLLOWS--THIS STATION
 DO0716'IS ABOUT 6 MILES S OF NEWPORT, AND 8 MILES N OF CUNDIFF, ON
 DO0716'THE HIGHEST POINT OF A ROCKY WOODED HILL, ABOUT 500 YARDS E
 DO0716'OF THE NEWPORT-JACKSBORO ROAD, ON LAND OWNED BY J.A. SPRADLING.
 DO0716'THE STATION WAS RE-MARKED.  THE MARK IS 9 FEET S OF A
 DO0716'TRIANGLE-BLAZED 5-INCH JACK OAK.  129 FEET E OF THE PROPERTY
 DO0716'LINE FENCE BETWEEN SPRADLING AND MAYO, AND PROJECTS 4 INCHES.
 DO0716'THERE IS NO TRACE OF THE SPRADLING HOUSE MENTIONED IN THE
 DO0716'ORIGINAL DESCRIPTION, AND THE CHIMNEY OF THE MAYO HOUSE HAS
 DO0716'BEEN REBUILT, OR THE HOUSE HAS BEEN REBUILT.
 DO0716'
 DO0716'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 DO0716'DISKS SET IN CONCRETE.
 DO0716'
 DO0716'THE OLD REFERENCE MARK WAS RECOVERED, BUT IT IS A DRILL HOLE,
 DO0716'SURROUNDED WITH A CHISELED TRIANGLE, IN OUTCROPPING BEDROCK,
 DO0716'INSTEAD OF A NAIL IN THE TOP OF A TILE FILLED WITH CONCRETE
 DO0716'AS STATED IN THE ORIGINAL DESCRIPTION.  IT IS NW OF THE
 DO0716'STATION.
 DO0716'
 DO0716'TWO NEW REFERENCE MARKS WERE ESTABLISHED, STANDARD BRONZE
 DO0716'DISKS SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DO0716'
 DO0716'REFERENCE MARK NO. 1 IS NE OF THE STATION, 57.86 FEET E OF
 DO0716'REFERENCE MARK NO. 2.
 DO0716'
 DO0716'REFERENCE MARK NO. 2 IS NW OF THE STATION.  IT IS 1.87 FEET
 DO0716'NE OF THE OLD REFERENCE MARK, AND IS SET IN THE SAME ROCK
 DO0716'OUTCROP, 2 FEET S OF A BLAZED JACK OAK.
 DO0716'
 DO0716'THE AZIMUTH MARK IS SW OF THE STATION.  IT IS 1 FOOT E OF THE
 DO0716'W RIGHT-OF-WAY FENCE OF THE ROAD, 20 YARDS SE OF THE SE CORNER
 DO0716'OF MR. SPRADLINGS HOUSE AND PROJECTS 4 INCHES.
 DO0716'
 DO0716'TO REACH FROM CUNDIFF, GO W 4.5 MILES, TURN N ON THE NEWPORT
 DO0716'ROAD, GO 9.5 MILES TO MR. SPRADLINGS HOUSE, AND THE AZIMUTH MARK.
 DO0716'THE STATION IS ABOUT 0.4 MILE NE OF HERE.  A TRUCK WAS DRIVEN TO
 DO0716'THE STATION, BY FOLLOWING FARM ROADS.
 DO0716'
 DO0716'LIGHTS 60 FEET ABOVE JACKSBORO MAGNETIC AND 4 FEET ABOVE INDIAN
 DO0716'ARE VISIBLE FROM THE GROUND AT THIS STATION.
 DO0716'
 DO0716'LIGHTS 87 FEET ABOVE MOORE, 74 FEET ABOVE YATES, AND 60 FEET
 DO0716'ABOVE ROWE COME INTO VIEW 15 FEET ABOVE THIS STATION.
 DO0716
 DO0716                          STATION RECOVERY (1937)
 DO0716
 DO0716'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0716'STATION AND AZIMUTH MARKS RECOVERED AS DESCRIBED AND IN GOOD
 DO0716'CONDITION.
 DO0716
 DO0716                          STATION RECOVERY (1947)
 DO0716
 DO0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FJP)
 DO0716'THE DESCRIPTION FOR REACHING THE STATION SHOULD BE REVISED TO
 DO0716'READ--TO REACH FROM CUNDIFF, GO W FOR 3.1 MI., TURN N ON STATE
 DO0716'HIGHWAY 59 AND GO 6.8 MI. TO SPRADLINGS HOUSE AND THE AZIMUTH
 DO0716'MARK.  THE STATION IS ABOUT 0.4 MI. NE OF HERE.  A TRUCK WAS
 DO0716'DRIVEN TO THE STATION BY FOLLOWING FARM ROADS.
 DO0716'
 DO0716'STATION RECOVERED IN GOOD CONDITION.
 DO0716
 DO0716                          STATION RECOVERY (1950)
 DO0716
 DO0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DO0716'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DO0716'DESCRIBED.
 DO0716
 DO0716                          STATION RECOVERY (1955)
 DO0716
 DO0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HWH)
 DO0716'STATION RECOVERED IN GOOD CONDITION.
 DO0716
 DO0716                          STATION RECOVERY (1956)
 DO0716
 DO0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DO0716'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DO0716'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DO0716'A NEW STATE ROAD HAS BEEN BUILT SINCE 1935.  A NEW AND COMPLETE
 DO0716'DESCRIPTION FOLLOWS.
 DO0716'
 DO0716'THE STATION IS ABOUT 8 MILES NORTH OF CUNDIFF, ABOUT 4-1/2 MILES
 DO0716'SOUTH-SOUTHWEST OF NEW PORT AND ABOUT 100 YARDS WEST OF A BLADED
 DO0716'ROAD ON THE HIGHEST PART OF A ROCKY BRUSH COVERED KNOLL OWNED
 DO0716'BY MR. ROBERT DOVE.  THE STATION MARK IS 34 FEET SOUTH OF
 DO0716'AN OAK TREE WITH A TRIANGLE BLAZE, IT PROJECTS 4 INCHES AND
 DO0716'IS STAMPED SPRADLING 1902 1935.
 DO0716'
 DO0716'REFERENCE MARK NO. 1 IS 49 FEET SOUTHEAST OF THE TREE WITH
 DO0716'THE TRIANGLE BLAZE AND 3 FEET BELOW STATION ELEVATION.  IT IS
 DO0716'STAMPED SPRADLING NO 1 1935.
 DO0716'
 DO0716'REFERENCE MARK NO. 2 IS 9 FEET NORTHWEST OF THE TREE WITH
 DO0716'THE TRIANGLE BLAZE AND IS STAMPED SPRADLING NO 2 1935.
 DO0716'
 DO0716'THE AZIMUTH MARK IS 60 YARDS NORTHWEST OF THE CENTER OF STATE
 DO0716'HIGHWAY 59, 30 FEET WEST OF A NORTH-SOUTH FENCE LINE, 22 FEET
 DO0716'WEST OF THE CENTER OF AN OLD ABANDONED ROAD AND 1 FOOT EAST
 DO0716'OF A CAIRN.  IT PROJECTS 4 INCHES AND IS STAMPED SPRADLING
 DO0716'AZIMUTH 1935.
 DO0716'
 DO0716'TO REACH THE STATION FROM THE POST OFFICE IN NEW PORT GO WEST
 DO0716'ON THE GRADED ROAD FOR 0.2 MILE TO STATE HIGHWAY 59, TURN
 DO0716'LEFT AND GO SOUTH ON STATE HIGHWAY 59 FOR 4.3 MILES TO A
 DO0716'GATE, MAIL BOX AND SIDE ROAD ON THE LEFT, TURN LEFT PASSING
 DO0716'THRU GATE AND FOLLOW BLADED ROAD SOUTH FOR 0.25 MILE TO A
 DO0716'GATE.  PASS THRU GATE AND CONTINUE ON BLADED ROAD FOR 0.1
 DO0716'MILE TO A WELL MARKED TRAIL ON THE RIGHT.  FROM HERE PACK
 DO0716'WEST FOR 100 YARDS TO THE SUMMIT OF THE KNOLL AND THE STATION
 DO0716'AND REFERENCE MARKS AS DESCRIBED.
 DO0716'
 DO0716'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN TO STATE
 DO0716'HIGHWAY 59 BY WAY OF THE BLADED ROAD AND THE TWO GATES THEN
 DO0716'TURN LEFT AND FOLLOW STATE HIGHWAY 59 SOUTHWEST FOR 0.75 MILE
 DO0716'TO A GATE AND TRACK ROAD ON THE RIGHT.  TURN SHARP RIGHT AND
 DO0716'FOLLOW THE TRACK ROAD NORTH FOR ABOUT 50 YARDS TO THE AZIMUTH
 DO0716'MARK ON THE LEFT.
 DO0716
 DO0716                          STATION RECOVERY (1958)
 DO0716
 DO0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DO0716'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33098-2, STATION 1005.
 DO0716'
 DO0716'RECOVERED BY USGS IN 1958.
 DO0716'
 DO0716'RECOVERED BY NGS IN 1960.
 DO0716'
 DO0716'STATION MARK--A STANDARD DISK STAMPED---SPRADLING 1902, 1935---,
 DO0716'SET IN A CONCRETE POST PROJECTING 4 IN.
 DO0716
 DO0716                          STATION RECOVERY (1960)
 DO0716
 DO0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWY)
 DO0716'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0716'
 DO0716'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DO0716
 DO0716                          STATION RECOVERY (1966)
 DO0716
 DO0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0716'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 DO0716'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 DO0716'ROUTING TO THE STATION FOLLOWS.
 DO0716'
 DO0716'TO REACH THE STATION FROM MC GEES CONOCO SERVICE STATION IN
 DO0716'NEWPORT, GO SOUTH ON STATE HIGHWAY 59 FOR 4.75 MILES TO A BOARD
 DO0716'GATE AND DIRT ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON
 DO0716'DIRT ROAD FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 DO0716'TURN RIGHT AND FOLLOW ROAD FOR ABOUT 0.1 MILE, HERE BEAR RIGHT,
 DO0716'LEAVING ROAD AND GO SOUTH ALONG A BULLDOZED TRAIL FOR ABOUT 0.1
 DO0716'MILE TO THE STATION KNOLL, A TRUCK CAN BE DRIVEN TO THE STATION
 DO0716'BY PICKING WAY THROUGH ROCKS AND BRUSH.
 DO0716'
 DO0716'THE AZIMUTH MARK IS INSIDE PASTURE, WEST OF HIGHWAY 59.  IT IS
 DO0716'114 PACES NORTH OF LOCKED GATE, ALONG WEST EDGE OF OLD ROADWAY,
 DO0716'ABOUT 0.1 MILE NORTH OF W.O. LONGS RESIDENCE.
 DO0716'
 DO0716'THE ABOVE INFORMATION FURNISHED BY RECONNAISSANCE PARTY AND
 DO0716'BUILDING FOREMAN.
 DO0716'
 DO0716'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DO0716
 DO0716                          STATION RECOVERY (1967)
 DO0716
 DO0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0716'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 DO0716'
 DO0716'A DIFFERENCE IN DISTANCE TO REFERENCE MARKS NUMBER
 DO0716'1 AND NUMBER 2 WAS NOTED.
 DO0716'
 DO0716'HORIZONTAL ANGLE TO REFERENCE MARK MARK NUMBER 1 CHECKED
 DO0716'ADEQUATELY BUT A DIFFERENCE WAS NOTED IN THE HORIZONTAL
 DO0716'ANGLE TO THE AZIMUTH MARK AND REFERENCE MARK NUMBER 2.
 DO0716'
 DO0716'LAND ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED
 DO0716'BY A MR. LEWIS KIRK WHO LIVES ABOUT 1-1/2 MILES SOUTHWEST
 DO0716'OF THE STATION.
 DO0716'
 DO0716'STATION MARK DISK IS STAMPED SPRADLING 1902 1935
 DO0716'AND THE MARK PROJECTS ABOUT 6 INCHES.  MARK IS ABOUT
 DO0716'10 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 DO0716'
 DO0716'REFERENCE MARK NUMBER 1 DISK IS STAMPED SPRADLING NO 1
 DO0716'1935.
 DO0716'
 DO0716'REFERENCE MARK NUMBER 2 DISK IS STAMPED SPRADLING NO 2
 DO0716'1935.
 DO0716'
 DO0716'AZIMUTH MARK DISK IS STAMPED SPRADLING 1935 AZIMUTH
 DO0716'AND THE MARK PROJECTS ABOUT 3 INCHES.  MARK IS
 DO0716'183-1/2 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 DO0716'HIGHWAY 59.  31.3 FEET NORTHWEST OF A FENCELINE
 DO0716'AND 2.1 FEET NORTH OF A METAL WITNESS POST.
 DO0716'
 DO0716'STATION IS REACHED FROM THE POST OFFICE IN NEWPORT.  GO
 DO0716'WEST FOR 0.2 MILE TO STATE HIGHWAY 59.  TURN LEFT AND
 DO0716'GO SOUTHERLY ON HIGHWAY 59 FOR 4.3 MILES TO A BOARD GATE
 DO0716'ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO
 DO0716'EASTERLY ON A BLADED ROAD FOR 0.25 MILE TO A WIRE
 DO0716'GATE.  PASS THROUGH THE GATE, THENCE RIGHT FOR 0.05 MILE
 DO0716'TO A FORK.  STATION IS ABOUT 0.05 MILE SOUTHEAST OF THIS
 DO0716'POINT, ON A BRUSH COVERED KNOLL AND VERY ROCKY.
 DO0716'
 DO0716'AZIMUTH MARK IS REACHED FROM THE BOARD GATE MENTIONED
 DO0716'ABOVE.  GO SOUTHERLY ON HIGHWAY 59 FOR 0.45 MILE TO
 DO0716'THE MARK ON THE RIGHT, AS IS DESCRIBED ABOVE.
 DO0716'
 DO0716'HEIGHT OF LIGHT ABOVE STATION MARK 22.07 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0717 ***********************************************************************
 DO0717  DESIGNATION -  SPRADLING RM A 1967
 DO0717  PID         -  DO0717
 DO0717  STATE/COUNTY-  TX/JACK
 DO0717  USGS QUAD   -  NEWPORT (1964)
 DO0717
 DO0717                         *CURRENT SURVEY CONTROL
 DO0717  ___________________________________________________________________
 DO0717* NAD 83(1993)-  33 23 54.06880(N)    098 01 41.00234(W)     ADJUSTED  
 DO0717* NAVD 88     -       373.8    (meters)    1226.     (feet)  VERTCON   
 DO0717  ___________________________________________________________________
 DO0717  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 DO0717  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DO0717
 DO0717  HORZ ORDER  -  FIRST
 DO0717
 DO0717.The horizontal coordinates were established by classical geodetic methods
 DO0717.and adjusted by the National Geodetic Survey in February 1996..
 DO0717
 DO0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0717
 DO0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0717
 DO0717.The geoid height was determined by GEOID03.
 DO0717
 DO0717;                    North         East     Units Scale Factor Converg.
 DO0717;SPC TXNC     - 2,192,126.592   643,900.465   MT  0.99989087   +0 15 26.6
 DO0717;SPC TXNC     - 7,192,001.99  2,112,530.11   sFT  0.99989087   +0 15 26.6
 DO0717;UTM  14      - 3,695,871.775   590,386.458   MT  0.99970072   +0 32 06.2
 DO0717
 DO0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0717!SPC TXNC     -   0.99994562  x   0.99989087  =   0.99983649
 DO0717!UTM  14      -   0.99994562  x   0.99970072  =   0.99964636
 DO0717
 DO0717|---------------------------------------------------------------------|
 DO0717| PID    Reference Object                     Distance      Geod. Az  |
 DO0717|                                                           dddmmss.s |
 DO0717| DO0716 SPRADLING                            27.223 METERS 27824     |
 DO0717| DO0668 JONES RESET                         APPROX.14.7 KM 3401028.7 |
 DO0717|---------------------------------------------------------------------|
 DO0717
 DO0717                          SUPERSEDED SURVEY CONTROL
 DO0717
 DO0717  NAD 83(1993)-  33 23 54.07072(N)    098 01 40.99915(W) AD(       ) 1
 DO0717  NAD 83(1986)-  33 23 54.07202(N)    098 01 40.98834(W) AD(       ) 1
 DO0717  NAD 27      -  33 23 53.67887(N)    098 01 39.84589(W) AD(       ) 1
 DO0717  NGVD 29 (07/19/86)  373.8    (m)         1226.     (f) VERT ANG       
 DO0717
 DO0717.Superseded values are not recommended for survey control.
 DO0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0717.See file dsdata.txt to determine how the superseded data were derived.
 DO0717
 DO0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB9038695872(NAD 83)
 DO0717_MARKER: DS = TRIANGULATION STATION DISK
 DO0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0717+STABILITY: SURFACE MOTION
 DO0717
 DO0717  HISTORY     - Date     Condition        Report By
 DO0717  HISTORY     - 1967     MONUMENTED       CGS
 DO0717
 DO0717                          STATION DESCRIPTION
 DO0717
 DO0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0717'THE STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 DO0717'PROPERTY AS TRIANGULATION STATION SPRADLING 1902 1935.
 DO0717'
 DO0717'STATION IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN THE
 DO0717'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 DO0717'WITH THE SURFACE OF THE GROUND.  IT IS 12 FEET SOUTHWEST OF A
 DO0717'TRIPLE TRUNK TREE.
 DO0717'
 DO0717'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SPRADLING
 DO0717'1902 1935, DISTANCE BEING 27.223 METERS OR 89.31 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9248 ***********************************************************************
 AF9248  DESIGNATION -  SPRAY ET
 AF9248  PID         -  AF9248
 AF9248  STATE/COUNTY-  TX/KING
 AF9248  USGS QUAD   -  SOUTHERLAND CANYON (1978)
 AF9248
 AF9248                         *CURRENT SURVEY CONTROL
 AF9248  ___________________________________________________________________
 AF9248* NAD 83(1993)-  33 27 20.20755(N)    100 29 26.83754(W)     ADJUSTED  
 AF9248* NAVD 88     -       664.1    (meters)    2179.     (feet)  VERTCON   
 AF9248  ___________________________________________________________________
 AF9248  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 AF9248  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AF9248
 AF9248  HORZ ORDER  -  THIRD
 AF9248
 AF9248.The horizontal coordinates were established by classical geodetic methods
 AF9248.and adjusted by the National Geodetic Survey in July 1998..
 AF9248
 AF9248.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9248
 AF9248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9248
 AF9248.The geoid height was determined by GEOID03.
 AF9248
 AF9248;                    North         East     Units Scale Factor Converg.
 AF9248;SPC TXNC     - 2,200,131.670   414,946.605   MT  0.99989740   -1 05 08.8
 AF9248;SPC TXNC     - 7,218,265.32  1,361,370.65   sFT  0.99989740   -1 05 08.8
 AF9248;UTM  14      - 3,702,791.937   361,450.768   MT  0.99983666   -0 49 19.2
 AF9248
 AF9248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9248!SPC TXNC     -   0.99989996  x   0.99989740  =   0.99979737
 AF9248!UTM  14      -   0.99989996  x   0.99983666  =   0.99973664
 AF9248
 AF9248                          SUPERSEDED SURVEY CONTROL
 AF9248
 AF9248  NGVD 29 (07/17/98)  663.9    (m)         2178.     (f) VERT ANG       
 AF9248
 AF9248.Superseded values are not recommended for survey control.
 AF9248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9248.See file dsdata.txt to determine how the superseded data were derived.
 AF9248
 AF9248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC6145102792(NAD 83)
 AF9248_MARKER: DS = TRIANGULATION STATION DISK
 AF9248
 AF9248  HISTORY     - Date     Condition        Report By
 AF9248  HISTORY     - 1958     MONUMENTED       USGS
 AF9248
 AF9248                          STATION DESCRIPTION
 AF9248
 AF9248'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9248'STATION IS 11.5 MI. NE. OF GIRARD, 21.0 MI. E. OF SPUR, ON THE FIRST
 AF9248'HIGH RIDGE N. OF DOVE CREEK.  IT IS ON A SMALL ROUND HILL DIRECTLY N.
 AF9248'OF AND OVERLOOKING THE VALLEY TO THE S.
 AF9248'STATION WAS REACHED FROM GIRARD BY GOING SE. ON STATE HIGHWAY 70 0.4
 AF9248'MI. TO A RD. E., THEN E. 2.3 MI. TO A GATE IN A RANCH YARD.  THROUGH
 AF9248'GATE ON MAIN TRAVELED RD. 2.5 MI. TO A RD. FORK, LEFT 2.7 MI. TO
 AF9248'CROSSING OF CROTON CREEK, 6.0 MI. TO BEGGS RANCH, THROUGH RANCH YARD
 AF9248'AND GATE ON MAIN RD. 1.4 MI. TO HUBERT YOUNG RANCH, THENCE LEFT
 AF9248'THROUGH GATE JUST W. OF THE RANCH HOUSE 1.8 MI. TO A RD. FORK, RIGHT
 AF9248'0.6 MI. TO ANOTHER RD. FORK, RIGHT 0.7 MI. TO A RD. FORK, 0.8 MI. LEFT
 AF9248'TO ANOTHER RD. FORK, THENCE LEFT 0.3 MI. TO STATION SITE. STATION IS
 AF9248'ON THE HIGH POINT OF THE HILL S. AT THIS POINT.
 AF9248'STATION MARK--A STANDARD TABLET SET IN CONCRETE POST AND---STAMPED
 AF9248'---SPRAY 1958 2175---, SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1290 ***********************************************************************
 BL1290  DESIGNATION -  SPRING
 BL1290  PID         -  BL1290
 BL1290  STATE/COUNTY-  TX/HARRIS
 BL1290  USGS QUAD   -  SPRING (1982)
 BL1290
 BL1290                         *CURRENT SURVEY CONTROL
 BL1290  ___________________________________________________________________
 BL1290* NAD 83(1993)-  30 05 01.86683(N)    095 26 01.31267(W)     ADJUSTED  
 BL1290* NAVD 88     -        37.849  (meters)     124.18   (feet)  ADJUSTED  
 BL1290  ___________________________________________________________________
 BL1290  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BL1290  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1290  DYNAMIC HT  -          37.798 (meters)     124.01  (feet)  COMP
 BL1290  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 BL1290
 BL1290  HORZ ORDER  -  FIRST
 BL1290  VERT ORDER  -  FIRST     CLASS II
 BL1290
 BL1290.The horizontal coordinates were established by classical geodetic methods
 BL1290.and adjusted by the National Geodetic Survey in February 1996..
 BL1290
 BL1290.The orthometric height was determined by differential leveling
 BL1290.and adjusted by the National Geodetic Survey in June 1991..
 BL1290
 BL1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1290
 BL1290.The geoid height was determined by GEOID03.
 BL1290
 BL1290.The dynamic height is computed by dividing the NAVD 88
 BL1290.geopotential number by the normal gravity value computed on the
 BL1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1290.degrees latitude (g = 980.6199 gals.).
 BL1290
 BL1290.The modeled gravity was interpolated from observed gravity values.
 BL1290
 BL1290;                    North         East     Units Scale Factor Converg.
 BL1290;SPC TXSC     - 4,254,665.091   943,738.569   MT  0.99994846   +1 44 49.8
 BL1290;SPC TXSC     -13,958,847.05  3,096,248.96   sFT  0.99994846   +1 44 49.8
 BL1290;SPC TX C     - 3,056,649.377 1,172,201.150   MT  1.00000892   +2 31 25.0
 BL1290;SPC TX C     -10,028,357.16  3,845,796.61   sFT  1.00000892   +2 31 25.0
 BL1290;UTM  15      - 3,330,574.960   265,437.702   MT  1.00027885   -1 13 13.8
 BL1290
 BL1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1290!SPC TXSC     -   0.99999841  x   0.99994846  =   0.99994687
 BL1290!SPC TX C     -   0.99999841  x   1.00000892  =   1.00000733
 BL1290!UTM  15      -   0.99999841  x   1.00027885  =   1.00027726
 BL1290
 BL1290|---------------------------------------------------------------------|
 BL1290| PID    Reference Object                     Distance      Geod. Az  |
 BL1290|                                                           dddmmss.s |
 BL1290| BL1291 SPRING RM 1                          21.728 METERS 01609     |
 BL1290| BL1292 PTS 104                              12.430 METERS 09255     |
 BL1290| BL1289 SPRING RM 2                          26.782 METERS 28603     |
 BL1290| BL1288 SPRING AZ MK                                       3400638.6 |
 BL1290|---------------------------------------------------------------------|
 BL1290
 BL1290                          SUPERSEDED SURVEY CONTROL
 BL1290
 BL1290  NAD 83(1986)-  30 05 01.88121(N)    095 26 01.29490(W) AD(       ) 1
 BL1290  NAD 27      -  30 05 01.09590(N)    095 26 00.51655(W) AD(       ) 1
 BL1290  NGVD 29 (12/23/87)   37.849  (m)          124.18   (f) ADJUSTED    1 2
 BL1290
 BL1290.Superseded values are not recommended for survey control.
 BL1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1290.See file dsdata.txt to determine how the superseded data were derived.
 BL1290
 BL1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6543830575(NAD 83)
 BL1290_MARKER: DS = TRIANGULATION STATION DISK
 BL1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1290_SP_SET: CONCRETE POST
 BL1290_STAMPING: SPRING 1942
 BL1290_MARK LOGO: CGS   
 BL1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1290+STABILITY: SURFACE MOTION
 BL1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1290+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1290
 BL1290  HISTORY     - Date     Condition        Report By
 BL1290  HISTORY     - 1942     MONUMENTED       CGS
 BL1290  HISTORY     - 1973     GOOD             NGS
 BL1290  HISTORY     - 1978     GOOD             NGS
 BL1290  HISTORY     - 1986     GOOD             NGS
 BL1290  HISTORY     - 19950905 GOOD             USPSQD
 BL1290  HISTORY     - 20040918 GOOD             USPSQD
 BL1290  HISTORY     - 20050929 GOOD             USPSQD
 BL1290
 BL1290                          STATION DESCRIPTION
 BL1290
 BL1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1290'1.1 MI W FROM SPRING.
 BL1290'ABOUT 1.1 MILES WEST ALONG MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL1290'OF HARDY ST., ABOUT 0.15 MILE EAST OF I-45 OVERPASS, FOUR POLES WEST
 BL1290'OF MILE POST 1, 38 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 36
 BL1290'FEET SOUTH OF THE CENTER LINE OF SPRING-STEUBNER RD., 1.2 FEET EAST OF
 BL1290'A METAL WITNESS POST, 5 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN
 BL1290'THE TOP OF A CONCRETE POST 1 FOOT BELOW THE LEVEL OF THE GROUND.
 BL1290'THIS STATION WAS ORIGINALLY THE UNDERGROUND PT. FOR STATION SPRING
 BL1290
 BL1290                          STATION RECOVERY (1978)
 BL1290
 BL1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1290'RECOVERED IN GOOD CONDITION.
 BL1290
 BL1290                          STATION RECOVERY (1986)
 BL1290
 BL1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1290'RECOVERED IN GOOD CONDITION.
 BL1290
 BL1290                          STATION RECOVERY (1995)
 BL1290
 BL1290'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1290'RECOVERED IN GOOD CONDITION.
 BL1290
 BL1290                          STATION RECOVERY (2004)
 BL1290
 BL1290'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1290'RECOVERED IN GOOD CONDITION.
 BL1290
 BL1290                          STATION RECOVERY (2005)
 BL1290
 BL1290'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1290'FOUND AS DESCRIBED. GO TO N30 05 01.8 W095 26 01.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1115 ***********************************************************************
 BL1115  DESIGNATION -  SPRING
 BL1115  PID         -  BL1115
 BL1115  STATE/COUNTY-  TX/SAN JACINTO
 BL1115  USGS QUAD   -  COLDSPRING (1997)
 BL1115
 BL1115                         *CURRENT SURVEY CONTROL
 BL1115  ___________________________________________________________________
 BL1115* NAD 83(1993)-  30 36 19.46650(N)    095 08 36.51919(W)     ADJUSTED  
 BL1115* NAVD 88     -       128.95   (+/-2cm)     423.1    (feet)  VERTCON   
 BL1115  ___________________________________________________________________
 BL1115  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BL1115  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1115
 BL1115  HORZ ORDER  -  FIRST
 BL1115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1115
 BL1115.The horizontal coordinates were established by classical geodetic methods
 BL1115.and adjusted by the National Geodetic Survey in February 1996..
 BL1115
 BL1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1115.The vertical order pertains to the NGVD 29 superseded value.
 BL1115
 BL1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1115
 BL1115.The geoid height was determined by GEOID03.
 BL1115
 BL1115;                    North         East     Units Scale Factor Converg.
 BL1115;SPC TX C     - 3,115,670.736 1,197,454.976   MT  0.99990547   +2 40 23.1
 BL1115;SPC TX C     -10,221,996.41  3,928,650.20   sFT  0.99990547   +2 40 23.1
 BL1115;UTM  15      - 3,387,830.017   294,509.644   MT  1.00012094   -1 05 30.0
 BL1115
 BL1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1115!SPC TX C     -   0.99998405  x   0.99990547  =   0.99988952
 BL1115!UTM  15      -   0.99998405  x   1.00012094  =   1.00010498
 BL1115
 BL1115|---------------------------------------------------------------------|
 BL1115| PID    Reference Object                     Distance      Geod. Az  |
 BL1115|                                                           dddmmss.s |
 BL1115| BL1116 SPRING RM 1                          27.218 METERS 02037     |
 BL1115| CV8401 SPRING RM 3                          23.802 METERS 10443     |
 BL1115| BL1117 SPRING RM 2                          36.223 METERS 10904     |
 BL1115| BL2170 COLDSPRING TV STA KTRE MAST         APPROX. 5.1 KM 1370038.7 |
 BL1115| BL2171 COLDSPRING PIPE AM MW TWR 302A      APPROX. 5.2 KM 1383405.3 |
 BL1115| BL1118 SPRING AZ MK                                       1990305.8 |
 BL1115|---------------------------------------------------------------------|
 BL1115
 BL1115                          SUPERSEDED SURVEY CONTROL
 BL1115
 BL1115  NAD 83(1986)-  30 36 19.47823(N)    095 08 36.50484(W) AD(       ) 1
 BL1115  NAD 27      -  30 36 18.76500(N)    095 08 35.72700(W) AD(       ) 1
 BL1115  NGVD 29 (??/??/92)  128.959  (m)          423.09   (f) ADJ UNCH    2 0
 BL1115
 BL1115.Superseded values are not recommended for survey control.
 BL1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1115.See file dsdata.txt to determine how the superseded data were derived.
 BL1115
 BL1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9451087830(NAD 83)
 BL1115_MARKER: DS = TRIANGULATION STATION DISK
 BL1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1115_STAMPING: SPRING 1935
 BL1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1115+STABILITY: SURFACE MOTION
 BL1115
 BL1115  HISTORY     - Date     Condition        Report By
 BL1115  HISTORY     - 1935     MONUMENTED       CGS
 BL1115  HISTORY     - 1947     GOOD             NGS
 BL1115  HISTORY     - 1952     GOOD             TXHD
 BL1115  HISTORY     - 1966     GOOD             CGS
 BL1115
 BL1115                          STATION DESCRIPTION
 BL1115
 BL1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1115'THIS STATION IS ABOUT 1 MILE NW OF COLD SPRINGS, AND 8 MILES
 BL1115'NE OF EVERGREEN.  ON THE SUMMIT OF A HEAVILY WOODED HILL.  THE
 BL1115'MARK IS 25 FEET SW OF AN 8-INCH TRIANGLE-BLAZED OAK, 133
 BL1115'FEET NW OF A WOODS ROAD.  AND PROJECTS 4 INCHES.
 BL1115'
 BL1115'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL1115'BRONZE DISKS SET IN CONCRETE.
 BL1115'
 BL1115'REFERENCE MARK NO. 1 IS NNE OF THE STATION.  65 FEET N OF A
 BL1115'CHESTNUT TREE.  146.75 FEET NW OF REFERENCE MARK NO. 2.  AND
 BL1115'PROJECTS 4 INCHES.
 BL1115'
 BL1115'REFERENCE MARK NO. 2 IS ESE OF THE STATION.  18 FEET SW OF
 BL1115'THE BLAZED OAK.  18 FEET N OF THE ROAD.  AND PROJECTS 4
 BL1115'INCHES.
 BL1115'
 BL1115'THE AZIMUTH MARK IS SSW OF THE STATION.  48 FEET S OF THE
 BL1115'CENTER LINE OF STATE HIGHWAY 156, ON THE BANK IN THE EDGE
 BL1115'OF THE WOODS, OPPOSITE A WOODS ROAD TO THE N, AND PROJECTS
 BL1115'3 INCHES.
 BL1115'
 BL1115'TO REACH FROM THE COURTHOUSE IN COLD SPRINGS, GO W ON STATE
 BL1115'HIGHWAY 150 AND HIGHWAY 156, 0.2 MILE, FORK RIGHT ON HIGHWAY
 BL1115'156 AND GO 1.05 MILES TO A WOODS ROAD TO THE N.  (AZIMUTH MARK
 BL1115'HERE).  GO N ON WOODS ROAD 0.25 MILE TO THE 3 1/2-FOOT BLAZED
 BL1115'OAK, AND THE STATION 130 FEET W.
 BL1115'
 BL1115'A LIGHT 100 FEET ABOVE WILLOW COMES INTO VIEW 90 FEET ABOVE THIS
 BL1115'STATION, LIGHTS 100 FEET ABOVE TIGERVILLE AND P.B.M. 1173
 BL1115'U.S.E.D. COME INTO VIEW 77 FEET ABOVE THIS STATION, A LIGHT
 BL1115'100 FEET ABOVE SHEPHERD COMES INTO VIEW 64 FEET ABOVE THIS
 BL1115'STATION, A LIGHT 100 FEET ABOVE COLD SPRINGS MAGNETIC COMES
 BL1115'INTO VIEW 50 FEET ABOVE THIS STATION.
 BL1115'
 BL1115'NOTE--77-FOOT TOWER NECESSARY TO SEE AZIMUTH.
 BL1115
 BL1115                          STATION RECOVERY (1947)
 BL1115
 BL1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1115'1.5 MI NW FROM COLDSPRING.
 BL1115'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1115'COLDSPRING, THENCE 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 156, THENCE
 BL1115'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, 133.0 FEET NORTHWEST OF THE
 BL1115'CENTER LINE OF THE ROAD, 29.0 FEET EAST OF A 24 INCH OAK TREE, 17.2
 BL1115'FEET NORTH OF A 16 INCH GUM TREE, 1.3 FEET SOUTHWEST OF A WITNESS
 BL1115'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BL1115'THE GROUND.
 BL1115
 BL1115                          STATION RECOVERY (1952)
 BL1115
 BL1115'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1952 (JRM)
 BL1115'O.K. EXCEPT WOODS ROAD IS NOW FARM TO MARKET ROAD NO. 224.
 BL1115'STATION IS 0.223 MILE NORTHEAST OF JUNCTION OF FARM TO MARKET
 BL1115'ROAD NO. 224 AND STATE HIGHWAY 156 AND 119 FT NORTHWEST OF
 BL1115'CENTERLINE OF FARM TO MARKET ROAD NO. 224.  AZIMUTH MARKER
 BL1115'IS IN THE SOUTHWEST RIGHT-OF-WAY LINE OF STATE HIGHWAY 156
 BL1115'ON A 10 FT BANK.
 BL1115
 BL1115                          STATION RECOVERY (1966)
 BL1115
 BL1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL1115'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 BL1115'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN
 BL1115'DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED.  FOLLOWING IS A
 BL1115'NEW AND COMPLETE DESCRIPTION.
 BL1115'
 BL1115'STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF
 BL1115'POINTBLANK, 7 MILES NORTHEAST OF EVERGREEN AND 1-1/2 MILES
 BL1115'NORTHWEST OF COLDSPRING.
 BL1115'
 BL1115'TO REACH FROM THE COLDSPRING COURTHOUSE, GO WEST ON STATE
 BL1115'HIGHWAY 150 AND 156 FOR 0.2 MILE TO THEIR JUNCTION.  TAKE THE
 BL1115'RIGHT FORK AND GO NORTHWEST ON STATE HIGHWAY 156 FOR 1.1 MILES
 BL1115'TO THE JUNCTION OF FARM ROAD 224 ON THE RIGHT.  (AZIMUTH MARK
 BL1115'IS ON THE LEFT AS DESCRIBED).  TURN RIGHT AND GO NORTHEAST
 BL1115'ON FARM ROAD 224 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 BL1115'
 BL1115'STATION MARK IS A STANDARD DISK, STAMPED SPRING 1935, SET IN
 BL1115'THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 BL1115'119 FEET WEST OF THE CENTERLINE OF FARM ROAD 224, 30 FEET
 BL1115'SOUTHEAST OF A 36-INCH OAK TREE AND 1.5 FEET EAST OF A METAL
 BL1115'WITNESS POST.
 BL1115'
 BL1115'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPRING NO 1 1935,
 BL1115'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT
 BL1115'IS 94 FEET WEST OF A NORTH-SOUTH FENCE, AND 2 FEET NORTHEAST
 BL1115'OF A 4X4 INCH WOOD WITNESS POST.
 BL1115'
 BL1115'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SPRING NO 3 1966,
 BL1115'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 BL1115'SURFACE.  IT IS 49 FEET WEST OF THE CENTER OF FARM ROAD 224,
 BL1115'2 FEET SOUTHWEST OF A METAL WITNESS POST AND SET IN THE
 BL1115'NORTH-SOUTH FENCE.
 BL1115'
 BL1115'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 BL1115'SPRING AZIMUTH 1935, SET IN THE TOP OF A SQUARE CONCRETE
 BL1115'POST PROJECTING 5 INCHES.  IT IS 52 FEET SOUTH OF THE CENTERLINE
 BL1115'OF STATE HIGHWAY 156, 6 FEET WEST OF A 12 INCH PINE TREE,
 BL1115'1.0 FEET NORTH OF A METAL WITNESS POST AND ABOUT 15 FEET
 BL1115'HIGHER THAN STATE HIGHWAY 156.
 BL1115'
 BL1115'HEIGHT OF LIGHT ABOVE STATION MARK 85.93 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1954 ***********************************************************************
 AY1954  DESIGNATION -  SPRING
 AY1954  PID         -  AY1954
 AY1954  STATE/COUNTY-  TX/KENDALL
 AY1954  USGS QUAD   -  SISTERDALE (1982)
 AY1954
 AY1954                         *CURRENT SURVEY CONTROL
 AY1954  ___________________________________________________________________
 AY1954* NAD 83(1993)-  29 52 42.21299(N)    098 38 35.16320(W)     ADJUSTED  
 AY1954* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 AY1954  ___________________________________________________________________
 AY1954  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 AY1954  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AY1954
 AY1954  HORZ ORDER  -  THIRD
 AY1954
 AY1954.The horizontal coordinates were established by classical geodetic methods
 AY1954.and adjusted by the National Geodetic Survey in February 1996..
 AY1954
 AY1954.The orthometric height was scaled from a topographic map.
 AY1954
 AY1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1954
 AY1954.The geoid height was determined by GEOID03.
 AY1954
 AY1954;                    North         East     Units Scale Factor Converg.
 AY1954;SPC TXSC     - 4,226,702.357   634,474.553   MT  0.99990809   +0 10 29.5
 AY1954;SPC TXSC     -13,867,105.98  2,081,605.26   sFT  0.99990809   +0 10 29.5
 AY1954;SPC TX C     - 3,024,712.651   863,288.206   MT  1.00007213   +0 52 14.0
 AY1954;SPC TX C     - 9,923,578.09  2,832,304.72   sFT  1.00007213   +0 52 14.0
 AY1954;UTM  14      - 3,305,363.853   534,464.097   MT  0.99961465   +0 10 40.1
 AY1954
 AY1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1954!SPC TXSC     -   0.99993809  x   0.99990809  =   0.99984619
 AY1954!SPC TX C     -   0.99993809  x   1.00007213  =   1.00001022
 AY1954!UTM  14      -   0.99993809  x   0.99961465  =   0.99955276
 AY1954
 AY1954:                Primary Azimuth Mark                     Grid Az
 AY1954:SPC TXSC     -  SPRING AZ MK                             091 34 06.7
 AY1954:SPC TX C     -  SPRING AZ MK                             090 52 22.2
 AY1954:UTM  14      -  SPRING AZ MK                             091 33 56.1
 AY1954
 AY1954|---------------------------------------------------------------------|
 AY1954| PID    Reference Object                     Distance      Geod. Az  |
 AY1954|                                                           dddmmss.s |
 AY1954| CV6382 SPRING AZ MK                                       0914436.2 |
 AY1954| CV6383 SPRING RM 1                          19.448 METERS 21319     |
 AY1954| CV6384 SPRING RM 2                          11.658 METERS 29551     |
 AY1954|---------------------------------------------------------------------|
 AY1954
 AY1954                          SUPERSEDED SURVEY CONTROL
 AY1954
 AY1954  NAD 83(1986)-  29 52 42.21985(N)    098 38 35.14771(W) AD(       ) 3
 AY1954  NAD 27      -  29 52 41.43320(N)    098 38 34.05720(W) AD(       ) 3
 AY1954
 AY1954.Superseded values are not recommended for survey control.
 AY1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1954.See file dsdata.txt to determine how the superseded data were derived.
 AY1954
 AY1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3446405364(NAD 83)
 AY1954_MARKER: DS = TRIANGULATION STATION DISK
 AY1954_SETTING: 66 = SET IN ROCK OUTCROP
 AY1954
 AY1954  HISTORY     - Date     Condition        Report By
 AY1954  HISTORY     - 1956     MONUMENTED       CGS
 AY1954  HISTORY     - 1969     GOOD             LOCENG
 AY1954  HISTORY     - 19940323 GOOD             USPSQD
 AY1954
 AY1954                          STATION DESCRIPTION
 AY1954
 AY1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1954'THE STATION IS LOCATED ABOUT 6 MILES NORTH AND 5 MILES EAST
 AY1954'OF BOERNE, 1 MILE SOUTH OF THE GUADALUPE RIVER, 28 FEET NORTHWEST
 AY1954'OF THE CENTER OF A DIRT ROAD, 5 FEET NORTHEAST OF A WHITE
 AY1954'4 IN X 4 IN WITNESS POST, 3 FEET SOUTHEAST OF A WIRE FENCE,
 AY1954'AND ON THE RIGHT-OF-WAY OF A DIRT ROAD BETWEEN THE GUADALUPE
 AY1954'RIVER AND SPRING CREEK.
 AY1954'
 AY1954'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 AY1954'AND FARM ROAD 474 IN BOERNE, GO EAST AND NORTHEASTERLY ON
 AY1954'FARM ROAD 474 FOR 6.35 MILES TO A ROAD FORK AT SIGN KREUTZBERG,
 AY1954'CONTINUE ON THE RIGHT ROAD FOR 2.1 MILES TO A SIDE ROAD ON
 AY1954'THE LEFT, CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.8 MILE
 AY1954'TO THE STATION ON THE LEFT AS DESCRIBED ABOVE.
 AY1954'
 AY1954'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 AY1954'THE DIRT ROAD FOR 0.1 MILE, TURN RIGHT WITH THE ROAD AND GO
 AY1954'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW.
 AY1954'
 AY1954'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 AY1954'AND THE DISK IS STAMPED SPRING 1956.
 AY1954'
 AY1954'REFERENCE MARK 1 IS 63 FEET NORTHWEST OF THE CENTER OF THE DIRT
 AY1954'ROAD, AND 27 FEET NORTHWEST OF THE WIRE FENCE.  THE MARK IS
 AY1954'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED SPRING NO 1 1956.
 AY1954'
 AY1954'REFERENCE MARK 2 IS 63 FEET NORTHWEST OF THE CENTER OF THE
 AY1954'DIRT ROAD, AND 27 FEET NORTHWEST OF THE WIRE FENCE.  THE MARK
 AY1954'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED SPRING NO
 AY1954'2 1956.
 AY1954'
 AY1954'THE AZIMUTH MARK IS 63 FEET SOUTHWEST OF THE CENTER OF THE DIRT
 AY1954'ROAD, 42 FEET SOUTHWEST OF THE WIRE FENCE, AND 8 FEET NORTHWEST
 AY1954'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK IS FLUSH
 AY1954'WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 AY1954'SPRING 1956.
 AY1954'
 AY1954'ALL MARKS ARE STANDARD DISKS SET IN CEMENT IN DRILL HOLES
 AY1954'IN OUTCROPPING BEDROCK.
 AY1954
 AY1954                          STATION RECOVERY (1969)
 AY1954
 AY1954'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (WM)
 AY1954'SPRING 1956 RECOVERED GOOD, STATION, REF. MARKS AND AZIMUTH MARKS
 AY1954'RECOVERED IN GOOD CONDITION.  PRESENT DESCRIPTION IS STILL
 AY1954'ADEQUATE.  WITNESS POSTS HAVE BEEN DESTROYED.
 AY1954
 AY1954                          STATION RECOVERY (1994)
 AY1954
 AY1954'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0657 ***********************************************************************
 DO0657  DESIGNATION -  SPRING
 DO0657  PID         -  DO0657
 DO0657  STATE/COUNTY-  TX/CLAY
 DO0657  USGS QUAD   -  DICKWORSHAM (1984)
 DO0657
 DO0657                         *CURRENT SURVEY CONTROL
 DO0657  ___________________________________________________________________
 DO0657* NAD 83(1993)-  33 47 05.46794(N)    098 01 15.46093(W)     ADJUSTED  
 DO0657* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 DO0657  ___________________________________________________________________
 DO0657  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DO0657  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DO0657
 DO0657  HORZ ORDER  -  SECOND
 DO0657
 DO0657.The horizontal coordinates were established by classical geodetic methods
 DO0657.and adjusted by the National Geodetic Survey in February 1996..
 DO0657
 DO0657.The orthometric height was scaled from a topographic map.
 DO0657
 DO0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0657
 DO0657.The geoid height was determined by GEOID03.
 DO0657
 DO0657;                    North         East     Units Scale Factor Converg.
 DO0657;SPC TXNC     - 2,234,994.287   644,364.964   MT  0.99995435   +0 15 40.6
 DO0657;SPC TXNC     - 7,332,643.76  2,114,054.05   sFT  0.99995435   +0 15 40.6
 DO0657;UTM  14      - 3,738,731.891   590,641.094   MT  0.99970128   +0 32 40.0
 DO0657
 DO0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0657!SPC TXNC     -   0.99995650  x   0.99995435  =   0.99991085
 DO0657!UTM  14      -   0.99995650  x   0.99970128  =   0.99965780
 DO0657
 DO0657:                Primary Azimuth Mark                     Grid Az
 DO0657:SPC TXNC     -  TERRAL MUNICIPAL TANK                    031 41 39.3
 DO0657:UTM  14      -  TERRAL MUNICIPAL TANK                    031 24 39.9
 DO0657
 DO0657|---------------------------------------------------------------------|
 DO0657| PID    Reference Object                     Distance      Geod. Az  |
 DO0657|                                                           dddmmss.s |
 DO0657| DN1414 TERRAL MUNICIPAL TANK               APPROX.14.7 KM 0315719.9 |
 DO0657| CX8701 SPRING RM 1                          17.569 METERS 10035     |
 DO0657| DO0664 ATT CO RELAY TOWER KKO 30           APPROX.10.6 KM 1790318.6 |
 DO0657| DO0659 HENRIETTA COURTHOUSE                APPROX.16.6 KM 2820632.6 |
 DO0657| CX8702 SPRING RM 2                          13.443 METERS 32859     |
 DO0657| CX8700 SPRING AZ MK                                       3582230.5 |
 DO0657|---------------------------------------------------------------------|
 DO0657
 DO0657                          SUPERSEDED SURVEY CONTROL
 DO0657
 DO0657  NAD 83(1993)-  33 47 05.46827(N)    098 01 15.46024(W) AD(       ) 2
 DO0657  NAD 83(1986)-  33 47 05.47122(N)    098 01 15.44824(W) AD(       ) 2
 DO0657  NAD 27      -  33 47 05.10626(N)    098 01 14.30854(W) AD(       ) 2
 DO0657
 DO0657.Superseded values are not recommended for survey control.
 DO0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0657.See file dsdata.txt to determine how the superseded data were derived.
 DO0657
 DO0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9064138732(NAD 83)
 DO0657_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0657
 DO0657  HISTORY     - Date     Condition        Report By
 DO0657  HISTORY     - 1966     MONUMENTED       CGS
 DO0657
 DO0657                          STATION DESCRIPTION
 DO0657
 DO0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DO0657'THE STATION IS ABOUT 10-1/2 MILES NORTH OF BELLEVUE, 10 MILES
 DO0657'EAST-SOUTHEAST OF HENRIETTA AND 5 MILES SOUTHWEST OF RINGGOLD,
 DO0657'ON PROPERTY OWNED BY MR. EARL SPRING.
 DO0657'
 DO0657'TO REACH THE STATION FROM THE STOP AND GO LIGHT AT THE INTERSECTION
 DO0657'OF S BRIDGE AND OMEGA STREETS IN HENRIETTA, GO EAST ON HIGHWAYS
 DO0657'82 AND 287 FOR 0.5 MILE TO A FORK WHERE THE HIGHWAYS SEPERATE.
 DO0657'TAKE THE LEFT FORK AND CONTINUE EAST ON HIGHWAY 82 FOR 9.7 MILES TO
 DO0657'A GRADED SIDE ROAD RIGHT AND A SMALL WHITE HOUSE ABOUT 0.1
 DO0657'MILE SOUTH OF HIGHWAY.  TURN RIGHT AND GO SOUTH ON GRADED ROAD
 DO0657'FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 DO0657'ON GRADED ROAD FOR 0.5 MILE TO A CORRAL ON THE RIGHT, A SIDE
 DO0657'ROAD AND THE STATION ON THE LEFT.
 DO0657'
 DO0657'STATION MARK IS A STANDARD DISK, STAMPED SPRING 1965, SET IN
 DO0657'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0657'IS FLUSH WITH THE GROUND.  IT IS 55 FEET EAST OF THE CENTERLINE
 DO0657'OF A GRADED ROAD, 25 FEET NORTHEAST OF A FENCE CORNER POST, 23
 DO0657'FEET SOUTH OF THE CENTERLINE OF A FARM DRIVE, 10 FEET NORTH OF
 DO0657'A WIRE FENCE LINE AND WITNESS POST.
 DO0657'
 DO0657'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPRING NO 1 1965,
 DO0657'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0657'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 33 FEET SOUTH
 DO0657'OF THE CENTERLINE OF THE FARM DRIVE, 1 FOOT NORTH OF THE FENCE
 DO0657'LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0657'
 DO0657'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPRING NO 2 1965,
 DO0657'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0657'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 31 FEET EAST OF
 DO0657'THE CENTERLINE OF THE GRADED ROAD, 15 FEET NORTH OF THE CENTERLINE
 DO0657'OF THE FARM DRIVE, 2.5 FEET NORTH OF THE NORTH GATE POST OF A
 DO0657'CATTLE GUARD, 1 FOOT EAST OF A RIGHT-OF-WAY FENCE AND ABOUT THE
 DO0657'SAME ELEVATION AS THE STATION.
 DO0657'
 DO0657'AZIMUTH MARK IS A STANDARD DISK, STAMPED SPRING 1965, SET IN THE
 DO0657'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0657'4 INCHES ABOVE THE GROUND.  IT IS 29 FEET WEST OF THE CENTERLINE
 DO0657'OF A GRADED ROAD, 3 FEET SOUTH OF A POWER LINE POLE, 2.5 FEET
 DO0657'NORTH-NORTHEAST OF A WITNESS POST AND 1.5 FEET EAST OF A WIRE
 DO0657'FENCE.
 DO0657'
 DO0657'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0992 ***********************************************************************
 EM0992  DESIGNATION -  SPRING
 EM0992  PID         -  EM0992
 EM0992  STATE/COUNTY-  TX/FOARD
 EM0992  USGS QUAD   -  VIVIAN (1990)
 EM0992
 EM0992                         *CURRENT SURVEY CONTROL
 EM0992  ___________________________________________________________________
 EM0992* NAD 83(1993)-  34 05 59.82757(N)    099 57 36.52547(W)     ADJUSTED  
 EM0992* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 EM0992  ___________________________________________________________________
 EM0992  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 EM0992  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EM0992
 EM0992  HORZ ORDER  -  SECOND
 EM0992
 EM0992.The horizontal coordinates were established by classical geodetic methods
 EM0992.and adjusted by the National Geodetic Survey in February 1996..
 EM0992
 EM0992.The orthometric height was scaled from a topographic map.
 EM0992
 EM0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0992
 EM0992.The geoid height was determined by GEOID03.
 EM0992
 EM0992;                    North         East     Units Scale Factor Converg.
 EM0992;SPC TXNC     - 2,270,780.632   465,261.891   MT  1.00003990   -0 47 46.9
 EM0992;SPC TXNC     - 7,450,052.79  1,526,446.72   sFT  1.00003990   -0 47 46.9
 EM0992;UTM  14      - 3,773,654.617   411,435.036   MT  0.99969669   -0 32 18.0
 EM0992
 EM0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0992!SPC TXNC     -   0.99991729  x   1.00003990  =   0.99995718
 EM0992!UTM  14      -   0.99991729  x   0.99969669  =   0.99961400
 EM0992
 EM0992:                Primary Azimuth Mark                     Grid Az
 EM0992:SPC TXNC     -  PUNKIN                                   018 09 22.8
 EM0992:UTM  14      -  PUNKIN                                   017 53 53.9
 EM0992
 EM0992|---------------------------------------------------------------------|
 EM0992| PID    Reference Object                     Distance      Geod. Az  |
 EM0992|                                                           dddmmss.s |
 EM0992| EM0995 PUNKIN                              APPROX.15.0 KM 0172135.9 |
 EM0992| CX8703 SPRING AZ MK                                       0574333.6 |
 EM0992| DO0918 CROWELL MUN TANK                    APPROX.24.6 KM 1190958.2 |
 EM0992| CX8704 SPRING RM 1                          20.306 METERS 17252     |
 EM0992| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX.34.1 KM 2523141.5 |
 EM0992| EN0705 PADUCAH MUNICIPAL TANK              APPROX.33.8 KM 2535337.0 |
 EM0992| EN0709 PADUCAH PANHANDLE CO TANK           APPROX.32.7 KM 2545039.0 |
 EM0992| CX8705 SPRING RM 2                          38.349 METERS 29449     |
 EM0992|---------------------------------------------------------------------|
 EM0992
 EM0992                          SUPERSEDED SURVEY CONTROL
 EM0992
 EM0992  NAD 83(1993)-  34 05 59.82852(N)    099 57 36.52558(W) AD(       ) 2
 EM0992  NAD 83(1986)-  34 05 59.83387(N)    099 57 36.51746(W) AD(       ) 2
 EM0992  NAD 27      -  34 05 59.55229(N)    099 57 35.14907(W) AD(       ) 2
 EM0992
 EM0992.Superseded values are not recommended for survey control.
 EM0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0992.See file dsdata.txt to determine how the superseded data were derived.
 EM0992
 EM0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC1143573655(NAD 83)
 EM0992_MARKER: DS = TRIANGULATION STATION DISK
 EM0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0992
 EM0992  HISTORY     - Date     Condition        Report By
 EM0992  HISTORY     - 1967     MONUMENTED       CGS
 EM0992  HISTORY     - 1969     GOOD             CGS
 EM0992
 EM0992                          STATION DESCRIPTION
 EM0992
 EM0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0992'THE STATION IS ABOUT 20 MILES EAST-NORTHEAST OF PADUCAH AND 15-1/2
 EM0992'MILES NORTHWEST OF CROWELL, ON THE HIGHEST POINT OF A SMALL BRUSH
 EM0992'COVERED KNOLL.
 EM0992'
 EM0992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 70 IN
 EM0992'PADUCAH, GO EASTERLY ON U.S. HIGHWAY 70 FOR 11.65 MILES TO THE
 EM0992'JUNCTION WITH FARM ROAD 2564.  CONTINUE EASTERLY ON HIGHWAY 70 FOR
 EM0992'9.1 MILES TO A SIDE ROAD LEFT AT A CATTLE GUARD.  TURN LEFT AND GO
 EM0992'NORTH ON GRADED ROAD FOR 0.45 MILE TO A CATTLE GUARD AND A
 EM0992'CROSSROAD.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR 1.85 MILES
 EM0992'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON GRADED ROAD FOR
 EM0992'2.5 MILES TO A FORK AT TWO CATTLE GUARDS.  TAKE THE LEFT FORK AND
 EM0992'GO WESTERLY FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND
 EM0992'CONTINUE WESTERLY FOR 1.0 MILE TO A CATTLE GUARD.  CROSS CATTLE
 EM0992'GUARD AND CONTINUE WESTERLY FOR 0.15 MILE TO A FORK.  TAKE THE
 EM0992'LEFT FORK AND GO SOUTH ON TRACK ROAD FOR 0.05 MILE TO A FORK.  TAKE
 EM0992'THE RIGHT FORK AND CONTINUE SOUTHERLY FOR 0.05 MILE TO THE TOP OF
 EM0992'THE KNOLL AND THE STATION.  TO REACH THE AZIMUTH MARK, GO
 EM0992'EASTERLY FOR 0.15 MILE TO A FENCE LINE AND THE MARK.
 EM0992'
 EM0992'STATION MARK IS A STANDARD DISK, STAMPED SPRING 1967, SET IN THE TOP
 EM0992'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 1
 EM0992'INCH ABOVE THE GROUND.  IT IS 220.0 FEET NORTHEAST OF A POWER LINE
 EM0992'POLE AND ABOUT 75 YARDS SOUTHWEST OF A TRANSFORMER POLE.  THE
 EM0992'UNDERGROUND MARK IS 22 INCHES BELOW THE GROUND SURFACE.
 EM0992'
 EM0992'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPRING NO 1 1967,
 EM0992'CEMENTED IN A DRILL HOLE IN AN IRREGULAR MASS OF ROCK OUTCROP, THAT
 EM0992'PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS ABOUT 3 FEET LOWER
 EM0992'THAN THE STATION.
 EM0992'
 EM0992'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPRING NO 2 1967,
 EM0992'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP, THAT IS FLUSH
 EM0992'WITH THE GROUND SURFACE.  IT IS 137.0 FEET SOUTH-SOUTHEAST OF THE
 EM0992'POWER LINE POLE AND ABOUT 3 FEET LOWER THAN THE STATION.
 EM0992'
 EM0992'AZIMUTH MARK IS A STANDARD DISK, STAMPED SPRING 1967, CEMENTED IN A
 EM0992'DRILL HOLE IN A 3 X 3 FOOT ROCK OUTCROP THAT IS FLUSH WITH THE
 EM0992'GROUND.  IT IS 25.0 NORTHEAST OF A WITNESS SIGN ATTACHED TO A FENCE
 EM0992'POST AND 21.0 FEET EAST OF A FENCE.
 EM0992'
 EM0992'NOTE--DUE TO POSSIBLE INJURY TO LIVESTOCK, NO WITNESS POST WAS SET AT
 EM0992'THE STATION.
 EM0992'
 EM0992'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED BECASUE OF
 EM0992'OBSTRUCTIONS.
 EM0992'
 EM0992'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EM0992
 EM0992                          STATION RECOVERY (1969)
 EM0992
 EM0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0992'NO MEASUREMENTS BETWEEN R.M.S DUE TO OBSTRUCTION ON LINE.
 EM0992'
 EM0992'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 EM0992'RECOVERED IN GOOD CONDITION.  A 0.003 METER SHORTER DISTANCE WAS
 EM0992'NOTED AND CHECKED TO REFERENCE MARK 1.  A 0.014 METER LONGER
 EM0992'DISTANCE WAS NOTED AND CHECKED TO REFERENCE MARK 2.  DUE TO
 EM0992'ADDITIONAL REFERENCE MEASUREMENTS TO THE MARKS AND A WITNESS
 EM0992'POST SET AT THE STATION MARK AND ONE SET AT THE AZIMUTH MARK A
 EM0992'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 EM0992'
 EM0992'THE STATION IS LOCATED NEAR THE EAST END OF A SMALL LOW RIDGE LOCATED
 EM0992'ABOUT 20 MILES EAST-NORTHEAST OF PADUCAH, 15-1/2 MILES NORTHWEST OF
 EM0992'CROWELL AND 3 MILES NORTH-NORTHEAST OF U.S. HIGHWAY 70.
 EM0992'
 EM0992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EM0992'HIGHWAY 283, IN CROWELL, GO WEST ON U.S. HIGHWAY 70 FOR 2.5 MILES TO
 EM0992'THE JUNCTION OF FARM ROAD 1039.  CONTINUE WEST ON U.S. HIGHWAY 70
 EM0992'FOR 4.2 MILES TO AN IRON GATE ON THE RIGHT.  CONTINUE WEST ON U.S.
 EM0992'HIGHWAY 70 FOR 2.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 EM0992'WEST-NORTHWEST ON FARM ROAD 2566 FOR 4.1 MILES TO A T-ROAD
 EM0992'AND THE END OF THE PAVEMENT.  TURN RIGHT AND GO NORTH ON A DIRT
 EM0992'ROAD FOR 1.1 MILES TO A FORK.  KEEP LEFT AND GO WEST ON A DIRT
 EM0992'ROAD FOR 0.85 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 EM0992'ON A DIRT ROAD FOR 2.5 MILES TO A FORK AT TWO CATTLE GUARDS.
 EM0992'KEEP LEFT AND GO WEST FOR 0.15 MILE TO A FORK.  KEEP LEFT AND
 EM0992'CONTINUE IN A WESTERLY DIRECTION ON A TRACK ROAD FOR 1.0 MILE
 EM0992'TO A CATTLE GUARD.  CONTINUE WEST FOR 0.15 MILE TO A FORK.  KEEP
 EM0992'LEFT AND GO SOUTH ON A TRACK ROAD FOR 0.1 MILE.  LEAVE THE TRACK
 EM0992'ROAD AND GO ACROSS PASTURE LAND TO THE SUMMIT OF THE LOW RIDGE AND
 EM0992'THE STATION.
 EM0992'
 EM0992'THE STATION MARK IS A STANDARD DISK STAMPED SPRING 1967, SET IN THE
 EM0992'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2 INCHES
 EM0992'ABOVE THE GROUND.  IT IS 239.0 FEET SOUTHEAST OF A POWER LINE POLE,
 EM0992'23.3 FEET WEST OF THE SOUTH 1 OF 3 METAL STAKES AND 2.2 FEET EAST
 EM0992'OF A METAL WITNESS POST.
 EM0992'
 EM0992'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SPRING NO 1 1967, SET IN
 EM0992'A DRILL HOLE IN AN IRREGULAR MASS OF ROCK OUTCROP THAT PROJECTS
 EM0992'ABOUT 3 INCHES.  IT IS 71.5 FEET SOUTH OF THE SOUTH 1 OF 3 METAL
 EM0992'STAKES, 67.1 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS POST AND
 EM0992'ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 EM0992'
 EM0992'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SPRING NO 2 1967, SET IN
 EM0992'A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP THAT IS FLUSH WITH THE
 EM0992'GROUND.  IT IS 123.5 FEET WEST OF THE METAL WITNESS POST, 138.0
 EM0992'FEET SOUTH-SOUTHEAST OF THE POWER LINE POLE AND ABOUT 3 FEET LOWER
 EM0992'THAN THE STATION MARK.
 EM0992'
 EM0992'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ACROSS THE
 EM0992'PASTURE FOR 0.15 MILE TO A FENCE AND THE AZIMUTH MARK JUST EAST OF
 EM0992'THE FENCE.
 EM0992'
 EM0992'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SPRING 1967, SET IN A
 EM0992'DRILL HOLE IN A 3 BY 3 FOOT OUTCROP OF BEDROCK.  IT IS 150 FEET
 EM0992'SOUTH-SOUTHWEST OF A POWER LINE POLE, 69.2 FEET WEST OF A WIRE
 EM0992'FENCE, 21.3 FEET EAST OF A WIRE FENCE AND 2.0 FEET EAST OF A METAL
 EM0992'WITNESS POST.
 EM0992'
 EM0992'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1053 ***********************************************************************
 DN1053  DESIGNATION -  SPRING
 DN1053  PID         -  DN1053
 DN1053  STATE/COUNTY-  TX/FANNIN
 DN1053  USGS QUAD   -  DODD CITY (1984)
 DN1053
 DN1053                         *CURRENT SURVEY CONTROL
 DN1053  ___________________________________________________________________
 DN1053* NAD 83(1993)-  33 36 19.47322(N)    096 00 19.69426(W)     ADJUSTED  
 DN1053* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 DN1053  ___________________________________________________________________
 DN1053  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 DN1053  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DN1053
 DN1053  HORZ ORDER  -  SECOND
 DN1053
 DN1053.The horizontal coordinates were established by classical geodetic methods
 DN1053.and adjusted by the National Geodetic Survey in February 1996..
 DN1053
 DN1053.The orthometric height was scaled from a topographic map.
 DN1053
 DN1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1053
 DN1053.The geoid height was determined by GEOID03.
 DN1053
 DN1053;                    North         East     Units Scale Factor Converg.
 DN1053;SPC TXNC     - 2,217,739.513   831,476.221   MT  0.99991921   +1 21 37.8
 DN1053;SPC TXNC     - 7,276,033.72  2,727,934.90   sFT  0.99991921   +1 21 37.8
 DN1053;UTM  14      - 3,722,426.939   777,859.768   MT  1.00055194   +1 39 30.4
 DN1053;UTM  15      - 3,722,456.398   221,124.640   MT  1.00055891   -1 39 52.2
 DN1053
 DN1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1053!SPC TXNC     -   0.99997274  x   0.99991921  =   0.99989196
 DN1053!UTM  14      -   0.99997274  x   1.00055194  =   1.00052467
 DN1053!UTM  15      -   0.99997274  x   1.00055891  =   1.00053164
 DN1053
 DN1053|---------------------------------------------------------------------|
 DN1053| PID    Reference Object                     Distance      Geod. Az  |
 DN1053|                                                           dddmmss.s |
 DN1053| CY2338 SPRING RM 1                          23.352 METERS 01227     |
 DN1053| CY2339 SPRING RM 2                          22.240 METERS 10351     |
 DN1053| CY2337 SPRING AZ MK                                       1203554.6 |
 DN1053| DM1441 WINDOM MUNICIPAL TANK               APPROX. 4.5 KM 1713804.7 |
 DN1053| DN1052 DODD CITY MUNICIPAL TANK            APPROX. 6.8 KM 2385232.3 |
 DN1053| DN1055 BONHAM MUNICIPAL STANDPIPE          APPROX.13.5 KM 2514518.5 |
 DN1053| DN1061 BONHAM RADIO STATION KFYN MAST      APPROX.15.1 KM 2582154.6 |
 DN1053| DN1056 BONHAM MUNICIPAL TANK               APPROX.16.2 KM 2592516.9 |
 DN1053| DN1060 BONHAM VETERANS HOSPITAL TANK       APPROX.15.2 KM 2621549.3 |
 DN1053|---------------------------------------------------------------------|
 DN1053
 DN1053                          SUPERSEDED SURVEY CONTROL
 DN1053
 DN1053  NAD 83(1993)-  33 36 19.47429(N)    096 00 19.69292(W) AD(       ) 2
 DN1053  NAD 83(1986)-  33 36 19.47961(N)    096 00 19.68427(W) AD(       ) 2
 DN1053  NAD 27      -  33 36 19.11110(N)    096 00 18.78760(W) AD(       ) 2
 DN1053
 DN1053.Superseded values are not recommended for survey control.
 DN1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1053.See file dsdata.txt to determine how the superseded data were derived.
 DN1053
 DN1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7786022427(NAD 83)
 DN1053_MARKER: DS = TRIANGULATION STATION DISK
 DN1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1053
 DN1053  HISTORY     - Date     Condition        Report By
 DN1053  HISTORY     - 1955     MONUMENTED       CGS
 DN1053  HISTORY     - 1957     GOOD             CGS
 DN1053  HISTORY     - 1981     GOOD             NGS
 DN1053  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DN1053
 DN1053                          STATION DESCRIPTION
 DN1053
 DN1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1053'THE STATION IS LOCATED AIRLINE, ABOUT 3 MILES NORTH-NORTHWEST
 DN1053'OF WINDOM, ABOUT 5-1/2 MILES WEST-NORTHWEST OF HONEY GROVE
 DN1053'AND ABOUT 10 MILES EAST-NORTHEAST OF BONHAM ALONG THE SOUTH
 DN1053'SIDE OF FARM ROAD 1743.
 DN1053'
 DN1053'THE STATION IS A STANDARD DISK STAMPED SPRING 1955 SET IN
 DN1053'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 DN1053'FLUSH WITH THE GROUND.  IT IS 6 FEET WEST OF A WHITE WITNESS
 DN1053'POST, 44 FEET WEST OF THE CENTER LINE OF A DRIVE WAY TO A FARM
 DN1053'HOUSE AND 38 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 1743.
 DN1053'
 DN1053'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SPRING
 DN1053'NO 1 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 DN1053'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 DN1053'ELEVATION AS THE STATION.  IT IS 38 FEET NORTH OF THE CENTER
 DN1053'LINE OF FARM ROAD 1743.
 DN1053'
 DN1053'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SPRING
 DN1053'NO 2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 DN1053'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 DN1053'THE SAME ELEVATION AS THE STATION.  IT IS 21 FEET EAST OF THE
 DN1053'CENTER LINE OF THE DRIVE WAY TO A FARM HOUSE AND 36 FEET SOUTH
 DN1053'OF THE CENTER LINE OF FARM ROAD 1743.
 DN1053'
 DN1053'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SPRING 1955 SET
 DN1053'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1053'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTH-NORTHEAST
 DN1053'OF REA POWER LINE POLE 380 AND 60 FEET WEST OF THE CENTER
 DN1053'LINE OF FARM ROAD 1743.
 DN1053'
 DN1053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DN1053'FARM ROAD 1743 IN WINDOM, GO NORTH ON FARM ROAD 1743 FOR
 DN1053'2.6 MILES TO A POWER LINE POLE ON THE LEFT AND THE AZIMUTH
 DN1053'MARK.  THIS IS AT A POINT WHERE THE ROAD STARTS TO TURN
 DN1053'FROM NORTH TO WEST.  CONTINUE NORTH AND WEST ON FARM ROAD
 DN1053'1743 FOR 0.3 MILE TO A WHITE WITNESS POST ON THE LEFT, SOUTH
 DN1053'SIDE AND THE STATION.
 DN1053
 DN1053                          STATION RECOVERY (1957)
 DN1053
 DN1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1053'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1053'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1053
 DN1053                          STATION RECOVERY (1981)
 DN1053
 DN1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RM)
 DN1053'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 DN1053'REFERENCE MARK 1 FOUND PARTIALLY EXPOSED AND TILTED 30 DEGREES.  THE
 DN1053'TO REACH IS ADEQUATE.
 DN1053'
 DN1053'SEE NEW DESCRIPTIVE TEXT.
 DN1053'
 DN1053'STATION OCCUPIED FOR ASTRO PURPOSES ON THIS DATE---11-13-81.  STATION
 DN1053'MARK BEARS 250 DEGREES 57 MINUTES FROM NORTH IN AZIMUTH AND 13.94 M
 DN1053'(45.73 FT) FROM THE ECCENTRIC ASTRO SETUP.
 DN1053'
 DN1053'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 DN1053'STAMPED ---SPRING 1955--- SET INTO THE TOP OF A SQUARE CONCRETE
 DN1053'MONUMENT 25 CM (10 INCHES) ON SIDE RECESSED 10 CM (4 INCHES) BELOW
 DN1053'THE GROUND LOCATED 57.2 METERS (187.5 FEET) NE FROM POWER POLE, 53.6
 DN1053'METERS (176.0 FEET) NW FROM POWER POLE, 53.6 METERS (176.0 FEET) NW
 DN1053'FROM POWER POLE, 14.9 METERS (49.0 FEET) W FROM CENTER FIELD ROAD,
 DN1053'12.3 METERS (40.5 FEET) S FROM CENTERLINE FARM ROAD 1743, AND ABOUT
 DN1053'200 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF BARN.
 DN1053'
 DN1053'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 DN1053'NOS) DISK STAMPED ---SPRINT NO 2 1955--- SET INTO THE TOP OF A SQUARE
 DN1053'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE RECESSED 5 CM (2 INCHES)
 DN1053'BELOW THE GROUND LOCATED 11.3 METERS (37.0 FEET) S FROM CENTERLINE
 DN1053'FARM ROAD 1743 AND 7.2 METERS (23.5 FEET) E FROM CENTER FIELD ROAD.
 DN1053
 DN1053                          STATION RECOVERY (1994)
 DN1053
 DN1053'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1496 ***********************************************************************
 DN1496  DESIGNATION -  SPRING
 DN1496  PID         -  DN1496
 DN1496  STATE/COUNTY-  TX/WISE
 DN1496  USGS QUAD   -  SUNSET (1978)
 DN1496
 DN1496                         *CURRENT SURVEY CONTROL
 DN1496  ___________________________________________________________________
 DN1496* NAD 83(1993)-  33 25 00.93208(N)    097 51 51.02044(W)     ADJUSTED  
 DN1496* NAVD 88     -       327.83   (+/-2cm)    1075.6    (feet)  VERTCON   
 DN1496  ___________________________________________________________________
 DN1496  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DN1496  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DN1496
 DN1496  HORZ ORDER  -  THIRD
 DN1496  VERT ORDER  -  THIRD ? (See Below)
 DN1496
 DN1496.The horizontal coordinates were established by classical geodetic methods
 DN1496.and adjusted by the National Geodetic Survey in February 1996..
 DN1496
 DN1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1496.The vertical order pertains to the NGVD 29 superseded value.
 DN1496
 DN1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1496
 DN1496.The geoid height was determined by GEOID03.
 DN1496
 DN1496;                    North         East     Units Scale Factor Converg.
 DN1496;SPC TXNC     - 2,194,266.686   659,132.401   MT  0.99989288   +0 20 48.4
 DN1496;SPC TXNC     - 7,199,023.29  2,162,503.55   sFT  0.99989288   +0 20 48.4
 DN1496;UTM  14      - 3,698,085.425   605,605.186   MT  0.99973750   +0 37 32.1
 DN1496
 DN1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1496!SPC TXNC     -   0.99995279  x   0.99989288  =   0.99984567
 DN1496!UTM  14      -   0.99995279  x   0.99973750  =   0.99969030
 DN1496
 DN1496                          SUPERSEDED SURVEY CONTROL
 DN1496
 DN1496  NAD 83(1993)-  33 25 00.93396(N)    097 51 51.01764(W) AD(       ) 3
 DN1496  NAD 83(1986)-  33 25 00.93567(N)    097 51 51.00632(W) AD(       ) 3
 DN1496  NGVD 29 (07/26/91)  327.84   (m)         1075.6    (f) LEVELING    3  
 DN1496
 DN1496.Superseded values are not recommended for survey control.
 DN1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1496.See file dsdata.txt to determine how the superseded data were derived.
 DN1496
 DN1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0560598085(NAD 83)
 DN1496_MARKER: DS = TRIANGULATION STATION DISK
 DN1496_SETTING: 0 = UNSPECIFIED SETTING
 DN1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1496
 DN1496  HISTORY     - Date     Condition        Report By
 DN1496  HISTORY     - 1958     MONUMENTED       USGS
 DN1496
 DN1496                          STATION DESCRIPTION
 DN1496
 DN1496'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1496'SPRING, WISE COUNTY, TEXAS.  SUNSET, 2.3 MI. SW. OF ALONG FARM ROAD
 DN1496'114, TURN RIGHT (W.) 4.6 MI. TO DEAD END T-RD., 100 FT. S. TO GATE ON
 DN1496'RIGHT, 0.1 MI. TO TOP OF RIDGE, 15 FT. S. OF TRACK RD., IN CONCRETE
 DN1496'POST, A STANDARD TABLET STAMPED---SPRING-ET 1958---.
 DN1496'
 DN1496'STATION MARK--A STANDARD TABLET STAMPED---SPRING-E.T. 1958---.
 DN1496'
 DN1496'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7304 ***********************************************************************
 AC7304  DESIGNATION -  SPRING
 AC7304  PID         -  AC7304
 AC7304  STATE/COUNTY-  TX/BURNET
 AC7304  USGS QUAD   -  LAKE VICTOR (1967)
 AC7304
 AC7304                         *CURRENT SURVEY CONTROL
 AC7304  ___________________________________________________________________
 AC7304* NAD 83(1993)-  30 59 50.32585(N)    098 14 30.68114(W)     ADJUSTED  
 AC7304* NAVD 88     -       403.9    (meters)    1325.     (feet)  VERTCON   
 AC7304  ___________________________________________________________________
 AC7304  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 AC7304  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AC7304
 AC7304  HORZ ORDER  -  THIRD
 AC7304
 AC7304.The horizontal coordinates were established by classical geodetic methods
 AC7304.and adjusted by the National Geodetic Survey in March 1997..
 AC7304
 AC7304.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7304
 AC7304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7304
 AC7304.The geoid height was determined by GEOID03.
 AC7304
 AC7304;                    North         East     Units Scale Factor Converg.
 AC7304;SPC TX C     - 3,149,386.201   899,715.225   MT  0.99988175   +1 04 38.0
 AC7304;SPC TX C     -10,332,611.23  2,951,815.70   sFT  0.99988175   +1 04 38.0
 AC7304;UTM  14      - 3,429,550.744   572,380.062   MT  0.99966462   +0 23 25.7
 AC7304
 AC7304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7304!SPC TX C     -   0.99994052  x   0.99988175  =   0.99982228
 AC7304!UTM  14      -   0.99994052  x   0.99966462  =   0.99960516
 AC7304
 AC7304                          SUPERSEDED SURVEY CONTROL
 AC7304
 AC7304  NGVD 29 (03/17/97)  403.8    (m)         1325.     (f) VERT ANG       
 AC7304
 AC7304.Superseded values are not recommended for survey control.
 AC7304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7304.See file dsdata.txt to determine how the superseded data were derived.
 AC7304
 AC7304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7238029551(NAD 83)
 AC7304_MARKER: DS = TRIANGULATION STATION DISK
 AC7304
 AC7304  HISTORY     - Date     Condition        Report By
 AC7304  HISTORY     - 1953     MONUMENTED       USGS
 AC7304
 AC7304                          STATION DESCRIPTION
 AC7304
 AC7304'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7304'THE STATION LOCATED APPROXIMATELY 9 MI. BY RD. SW. OF LAMPASAS, TEXAS,
 AC7304'ON A SHEEP RANCH OWNED BY WALTER T. MOORE, APPROXIMATELY 0.5 MI. W. OF
 AC7304'THE MOORE RANCH BUILDINGS, ON THE N. END OF A LOW RIDGE.  THE STATION
 AC7304'IS ON A LOW, ROUNDED TOP, AND IS APPROXIMATELY 150 FT. NE. OF A TRACK
 AC7304'RD. WHICH FOLLOWS THE RIDGE AND 650 FT. E-SE. OF A FENCE CORNER WHICH
 AC7304'ABUTS ON THE TRACK RD.
 AC7304'TO REACH THE STATION FROM THE COURTHOUSE SQUARE AT LAMPASAS, GO 4
 AC7304'BLOCKS W. TO KEY AVE.  TURN LEFT (S.) AND GO 0.3 MI. TO THE
 AC7304'Y-INTERSECTION OF KEY AVE. AND U.S. HIGHWAY 281. TURN RIGHT (S-SW.) ON
 AC7304'HIGHWAY 281 AND GO 1.8 MI. TO THE Y-INTERSECTION OF A GRADED, GRAVELED
 AC7304'RD.  TURN RIGHT (SW.) ON THE GRAVELED RD. AND KEEP TO MAIN RD. 5.7 MI.
 AC7304'TO THE ENTRANCE TO THE WALTER T. MOORE RANCH AT AN IRON GATE ON THE
 AC7304'RIGHT.  ENTER GATE AND TAKE THE DRIVEWAY TO THE RANCH BUILDINGS 1.0
 AC7304'MI. N. TO THE Y-INTERSECTION OF A TRACK RD.  TURN LEFT ON TRACK RD.
 AC7304'AND CONTINUE N. 0.5 MI. TO ANOTHER IRON GATE. ENTER GATE AND CONTINUE
 AC7304'ON TRACK RD. 0.2 MI. TO STATION.
 AC7304'STATION MARK--USGS TABLET STAMPED---SPRING 1953---, SET IN A CONCRETE
 AC7304'POST WHICH PROJECTS 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1288 ***********************************************************************
 BL1288  DESIGNATION -  SPRING AZ MK
 BL1288  PID         -  BL1288
 BL1288  STATE/COUNTY-  TX/HARRIS
 BL1288  USGS QUAD   -  SPRING (1982)
 BL1288
 BL1288                         *CURRENT SURVEY CONTROL
 BL1288  ___________________________________________________________________
 BL1288* NAD 83(1986)-  30 05 17.     (N)    095 26 08.     (W)     SCALED    
 BL1288* NAVD 88     -        39.78   (+/-2cm)     130.5    (feet)  VERTCON   
 BL1288  ___________________________________________________________________
 BL1288  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1288
 BL1288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1288
 BL1288.The horizontal coordinates were scaled from a topographic map and have
 BL1288.an estimated accuracy of +/- 6 seconds.
 BL1288
 BL1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1288.The vertical order pertains to the NGVD 29 superseded value.
 BL1288
 BL1288.The geoid height was determined by GEOID03.
 BL1288
 BL1288;                    North         East    Units  Estimated Accuracy
 BL1288;SPC TXSC     - 4,255,130.      943,550.      MT  (+/- 180 meters Scaled)
 BL1288
 BL1288                          SUPERSEDED SURVEY CONTROL
 BL1288
 BL1288  NGVD 29 (??/??/92)   39.782  (m)          130.52   (f) ADJ UNCH    2 0
 BL1288
 BL1288.Superseded values are not recommended for survey control.
 BL1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1288.See file dsdata.txt to determine how the superseded data were derived.
 BL1288
 BL1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP652310(NAD 83)
 BL1288_MARKER: DZ = AZIMUTH MARK DISK
 BL1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1288_STAMPING: SPRING 1942
 BL1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1288+STABILITY: SURFACE MOTION
 BL1288
 BL1288  HISTORY     - Date     Condition        Report By
 BL1288  HISTORY     - 1942     MONUMENTED       CGS
 BL1288  HISTORY     - 1954     GOOD             NGS
 BL1288  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 BL1288  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1288
 BL1288                          STATION DESCRIPTION
 BL1288
 BL1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1288'1.55 MI W FROM SPRING.
 BL1288'1.25 MILES WEST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BL1288'FROM THE STATION AT SPRING, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY
 BL1288'75, 0.2 MILE NORTH OF THE NORTH END OF AN OVERPASS, 78 FEET SOUTHEAST
 BL1288'OF THE SOUTHEAST CORNER OF A CAFE AND DANCE PAVILION, 62 FEET NORTH OF
 BL1288'A FENCE CORNER, 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 BL1288'SOUTHWEST OF A WITNESS POST, 0.35 MILE NORTHWEST OF TRIANGULATION
 BL1288'STATION SPRING 1942, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 BL1288'WITH THE GROUND.
 BL1288
 BL1288                          STATION RECOVERY (1995)
 BL1288
 BL1288'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1288'MARK NOT FOUND.
 BL1288
 BL1288                          STATION RECOVERY (2004)
 BL1288
 BL1288'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1288'GP SHOWS IT TO BE UNDER THE SOUTHBOUND LANE OF HW 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1118 ***********************************************************************
 BL1118  DESIGNATION -  SPRING AZ MK
 BL1118  PID         -  BL1118
 BL1118  STATE/COUNTY-  TX/SAN JACINTO
 BL1118  USGS QUAD   -  COLDSPRING (1997)
 BL1118
 BL1118                         *CURRENT SURVEY CONTROL
 BL1118  ___________________________________________________________________
 BL1118* NAD 83(1986)-  30 36 07.     (N)    095 08 41.     (W)     SCALED    
 BL1118* NAVD 88     -       115.25   (+/-2cm)     378.1    (feet)  VERTCON   
 BL1118  ___________________________________________________________________
 BL1118  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1118
 BL1118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1118
 BL1118.The horizontal coordinates were scaled from a topographic map and have
 BL1118.an estimated accuracy of +/- 6 seconds.
 BL1118
 BL1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1118.The vertical order pertains to the NGVD 29 superseded value.
 BL1118
 BL1118.The geoid height was determined by GEOID03.
 BL1118
 BL1118;                    North         East    Units  Estimated Accuracy
 BL1118;SPC TX C     - 3,115,280.    1,197,350.      MT  (+/- 180 meters Scaled)
 BL1118
 BL1118                          SUPERSEDED SURVEY CONTROL
 BL1118
 BL1118  NGVD 29 (??/??/92)  115.258  (m)          378.14   (f) ADJ UNCH    2 0
 BL1118
 BL1118.Superseded values are not recommended for survey control.
 BL1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1118.See file dsdata.txt to determine how the superseded data were derived.
 BL1118
 BL1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP943874(NAD 83)
 BL1118_MARKER: DZ = AZIMUTH MARK DISK
 BL1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1118_STAMPING: SPRING 1934 AZIMUTH
 BL1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1118+STABILITY: SURFACE MOTION
 BL1118
 BL1118  HISTORY     - Date     Condition        Report By
 BL1118  HISTORY     - 1934     MONUMENTED       CGS
 BL1118  HISTORY     - 1966     GOOD             NGS
 BL1118
 BL1118                          STATION DESCRIPTION
 BL1118
 BL1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BL1118'1.5 MI NW FROM COLDSPRING.
 BL1118'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1118'COLDSPRING, THENCE 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 156, 51.7
 BL1118'FEET SOUTH AND 10 FEET HIGHER THAN THE CENTER OF THE HIGHWAY, 10 FEET
 BL1118'SOUTH OF A 24-INCH PINE TREE, 1 FOOT NORTH OF THE WITNESS POST, SET IN
 BL1118'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1081 ***********************************************************************
 CT1081  DESIGNATION -  SPRING GAP
 CT1081  PID         -  CT1081
 CT1081  STATE/COUNTY-  TX/CALLAHAN
 CT1081  USGS QUAD   -  ADMIRAL (1987)
 CT1081
 CT1081                         *CURRENT SURVEY CONTROL
 CT1081  ___________________________________________________________________
 CT1081* NAD 83(1993)-  32 15 55.42144(N)    099 17 26.35824(W)     ADJUSTED  
 CT1081* NAVD 88     -       664.5    (meters)    2180.     (feet)  VERTCON   
 CT1081  ___________________________________________________________________
 CT1081  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CT1081  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CT1081
 CT1081  HORZ ORDER  -  FIRST
 CT1081
 CT1081.The horizontal coordinates were established by classical geodetic methods
 CT1081.and adjusted by the National Geodetic Survey in February 1996..
 CT1081
 CT1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1081
 CT1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1081
 CT1081.The geoid height was determined by GEOID03.
 CT1081
 CT1081;                    North         East     Units Scale Factor Converg.
 CT1081;SPC TXNC     - 2,066,674.679   525,507.755   MT  0.99996604   -0 25 52.4
 CT1081;SPC TXNC     - 6,780,415.18  1,724,103.36   sFT  0.99996604   -0 25 52.4
 CT1081;UTM  14      - 3,569,890.393   472,625.399   MT  0.99960924   -0 09 18.6
 CT1081
 CT1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1081!SPC TXNC     -   0.99990000  x   0.99996604  =   0.99986604
 CT1081!UTM  14      -   0.99990000  x   0.99960924  =   0.99950928
 CT1081
 CT1081|---------------------------------------------------------------------|
 CT1081| PID    Reference Object                     Distance      Geod. Az  |
 CT1081|                                                           dddmmss.s |
 CT1081| CX8706 SPRING GAP RM 1                      44.022 METERS 02435     |
 CT1081| CX8707 SPRING GAP RM 2                      12.705 METERS 03445     |
 CT1081| CT1025 CISCO STANDPIPE                     APPROX.32.1 KM 0642020.7 |
 CT1081| CT1021 CHURCH 7 MILES SOUTH OF CISCO       APPROX.30.1 KM 0805708.7 |
 CT1081| CT1085 CLYDE CHURCH SPIRE                  APPROX.24.4 KM 3094903.1 |
 CT1081| CT1084 BAIRD TALL CHURCH SPIRE             APPROX.17.5 KM 3244854.1 |
 CT1081|---------------------------------------------------------------------|
 CT1081
 CT1081                          SUPERSEDED SURVEY CONTROL
 CT1081
 CT1081  NAD 83(1986)-  32 15 55.42666(N)    099 17 26.34796(W) AD(       ) 1
 CT1081  NAD 27      -  32 15 54.95200(N)    099 17 25.07800(W) AD(       ) 1
 CT1081  NGVD 29 (07/19/86)  664.3    (m)         2179.     (f) VERT ANG       
 CT1081
 CT1081.Superseded values are not recommended for survey control.
 CT1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1081.See file dsdata.txt to determine how the superseded data were derived.
 CT1081
 CT1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA7262569890(NAD 83)
 CT1081_MARKER: N = NAIL
 CT1081_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT1081_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 CT1081
 CT1081  HISTORY     - Date     Condition        Report By
 CT1081  HISTORY     - 1908     MONUMENTED       CGS
 CT1081  HISTORY     - 1935     SEE DESCRIPTION  CGS
 CT1081
 CT1081                          STATION DESCRIPTION
 CT1081
 CT1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 CT1081'STATION IS 12 MILES BY ROAD SW OF PUTNAM, 12 MILES BY ROAD SE
 CT1081'OF BAIRD, TOWNS ON THE TEXAS AND PACIFIC RAILWAY, AND 1/2 MILE
 CT1081'S OF THE BAIRD-BROWNWOOD PUBLIC ROAD, NEAR THE NW CORNER
 CT1081'OF THE SPRING GAP MOUNTAINS.  IT IS ON A PEAK HAVING A FLAT
 CT1081'TOP PARTLY COVERED WITH SCRUB BRUSH AND IS 475 PACES S 80 DEG
 CT1081'E FROM THE EXTREME NW CORNER OF THE TOP OF THE MOUNTAIN, 44
 CT1081'METERS (144 FEET) S OF N EDGE OF TOP OF MOUNTAIN ON PROPERTY
 CT1081'BELONGING TO RICHARD CORDWELL, OF ADMIRAL.
 CT1081'
 CT1081'SURFACE MARK IS LARGE NAIL IN IRON PIPE SET IN CONCRETE.
 CT1081'
 CT1081'UNDERGROUND MARK IS A SPIKE SET POINT UP IN CEMENT IN A
 CT1081'DRILL HOLE IN BEDROCK.
 CT1081'
 CT1081'REFERENCE MARK NO. 1, A CROSS WITH DRILL HOLE AT ITS CENTER
 CT1081'AND MARKED WITH THE LETTERS U.S.C. AND G.S. CUT INTO A LEDGE
 CT1081'OF THE ROCK AT THE EDGE OF A BLUFF, IS 44.022 METERS (144.43
 CT1081'FEET) FROM THE STATION N 24 DEG 35 MIN E.
 CT1081'
 CT1081'REFERENCE MARK NO. 2, A PIPE SET IN CONCRETE, IS 12.705 METERS
 CT1081'(41.68 FEET) FROM THE STATION N 34 DEG 45 MIN E.
 CT1081'
 CT1081'FROM THE STATION THE S GABLE OF THE ADMIRAL CHURCH IS DISTANT
 CT1081'ABOUT 2 MILES N 7 DEG 25 MIN W.  THE S GABLE
 CT1081'OF J.H. BROWNS HOUSE IS DISTANT ABOUT 1/2 MILE
 CT1081'N 18 DEG 50 MIN E.  ELEVATION OF STATION IS 664.3 METERS (2,179 FEET).
 CT1081
 CT1081                          STATION RECOVERY (1935)
 CT1081
 CT1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1081'THE SURFACE MARK, WHICH CONSISTED OF A CYLINDER OF CONCRETE
 CT1081'AND AN IRON PIPE, HAD BEEN DESTROYED, AND PIECES WERE FOUND
 CT1081'AT THE STATION SITE.
 CT1081'
 CT1081'UNDERGROUND MARK COULD NOT BE FOUND.
 CT1081'
 CT1081'REFERENCE MARK NO. 1, WHICH IS A CROSS WITH A DRILL HOLE
 CT1081'AT ITS CENTER MARKED WITH THE LETTERS U.S.C. AND G.S. IS CLEARLY
 CT1081'DISCERNIBLE IN THE LEDGE OF ROCK AT THE EDGE OF BLUFF 44.022
 CT1081'METERS FROM THE STATION N 34 DEG 45 MIN E.  THE
 CT1081'DISTANCE WAS CHECKED ROUGHLY.  THE STATION IS 8 MILES S AND
 CT1081'6 MILES W OF PUTNAM, AND 9 MILES S AND 6 MILES E OF BAIRD.
 CT1081'
 CT1081'REFERENCE MARK NO. 2 COULD NOT BE FOUND, AND ONLY TRACES OF
 CT1081'BROKEN PIECES OF CONCRETE COULD BE FOUND.
 CT1081'
 CT1081'A NEW STATION (SPRING GAP 2) WAS ESTABLISHED IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1080 ***********************************************************************
 CT1080  DESIGNATION -  SPRING GAP 2
 CT1080  PID         -  CT1080
 CT1080  STATE/COUNTY-  TX/CALLAHAN
 CT1080  USGS QUAD   -  ADMIRAL (1987)
 CT1080
 CT1080                         *CURRENT SURVEY CONTROL
 CT1080  ___________________________________________________________________
 CT1080* NAD 83(1993)-  32 15 55.37776(N)    099 17 26.34873(W)     ADJUSTED  
 CT1080* NAVD 88     -       664.     (meters)    2178.     (feet)  SCALED    
 CT1080  ___________________________________________________________________
 CT1080  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CT1080  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CT1080
 CT1080  HORZ ORDER  -  FIRST
 CT1080
 CT1080.The horizontal coordinates were established by classical geodetic methods
 CT1080.and adjusted by the National Geodetic Survey in February 1996..
 CT1080
 CT1080.The orthometric height was scaled from a topographic map.
 CT1080
 CT1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1080
 CT1080.The geoid height was determined by GEOID03.
 CT1080
 CT1080;                    North         East     Units Scale Factor Converg.
 CT1080;SPC TXNC     - 2,066,673.332   525,507.994   MT  0.99996604   -0 25 52.4
 CT1080;SPC TXNC     - 6,780,410.76  1,724,104.14   sFT  0.99996604   -0 25 52.4
 CT1080;UTM  14      - 3,569,889.048   472,625.644   MT  0.99960924   -0 09 18.6
 CT1080
 CT1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1080!SPC TXNC     -   0.99990005  x   0.99996604  =   0.99986609
 CT1080!UTM  14      -   0.99990005  x   0.99960924  =   0.99950933
 CT1080
 CT1080:                Primary Azimuth Mark                     Grid Az
 CT1080:SPC TXNC     -  SPRING GAP 2 AZ MK RESET                 014 06 11.6
 CT1080:UTM  14      -  SPRING GAP 2 AZ MK RESET                 013 49 37.8
 CT1080
 CT1080|---------------------------------------------------------------------|
 CT1080| PID    Reference Object                     Distance      Geod. Az  |
 CT1080|                                                           dddmmss.s |
 CT1080| CX8712 SPRING GAP 2 AZ MK RESET                           0134019.2 |
 CT1080| CT1064 PUTNAM WATER TANK                   APPROX.14.6 KM 0351331.4 |
 CT1080| CX8708 SPRING GAP 2 AZ MK                                 0400517.1 |
 CT1080| CX8709 SPRING GAP 2 RM 1                    31.431 METERS 21012     |
 CT1080| CX8710 SPRING GAP 2 RM 2                    29.211 METERS 25239     |
 CT1080| CX8711 SPRING GAP 2 RM 3                    18.667 METERS 30024     |
 CT1080| CT1086 BAIRD MUNICIPAL TANK                APPROX.17.8 KM 3225804.3 |
 CT1080|---------------------------------------------------------------------|
 CT1080
 CT1080                          SUPERSEDED SURVEY CONTROL
 CT1080
 CT1080  NAD 83(1986)-  32 15 55.38387(N)    099 17 26.33737(W) AD(       ) 1
 CT1080  NAD 27      -  32 15 54.91000(N)    099 17 25.08400(W) AD(       ) 1
 CT1080
 CT1080.Superseded values are not recommended for survey control.
 CT1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1080.See file dsdata.txt to determine how the superseded data were derived.
 CT1080
 CT1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA7262669889(NAD 83)
 CT1080_MARKER: DS = TRIANGULATION STATION DISK
 CT1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1080
 CT1080  HISTORY     - Date     Condition        Report By
 CT1080  HISTORY     - 1935     MONUMENTED       CGS
 CT1080  HISTORY     - 1938     GOOD             TXHD
 CT1080  HISTORY     - 1957     GOOD             CGS
 CT1080  HISTORY     - 1961     GOOD             CGS
 CT1080
 CT1080                          STATION DESCRIPTION
 CT1080
 CT1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1080'STATION IS ON A FLAT RIDGE OF THE SPRING GAP MOUNTAINS, COVERED
 CT1080'WITH SMALL TREES, ABOUT 1/4 MILE FROM THE NW END OF THE RIDGE,
 CT1080'145 FEET S OF THE N RIM OF THE RIDGE, 64 FEET S OF THE WIRE
 CT1080'FENCE, AT THE N EDGE OF A SMALL CLEARED AREA SURROUNDED BY
 CT1080'HEAVY UNDERBRUSH AND SMALL TREES.  MARK IS SET ABOUT 6 INCHES
 CT1080'BELOW THE SURFACE OF THE GROUND.
 CT1080'
 CT1080'STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 CT1080'CONCRETE CYLINDER.
 CT1080'
 CT1080'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN DRILL HOLES
 CT1080'IN OUTCROPPING BEDROCK.
 CT1080'
 CT1080'AZIMUTH MARK IS A STANDARD BRONZE DISK SET AT THE CENTER
 CT1080'IN A SQUARE BLOCK OF CONCRETE.
 CT1080'
 CT1080'AZIMUTH MARK IS REACHED FROM MR. BROWNS HOUSE BY GOING SE 0.2
 CT1080'MILE TO MARK SET ABOUT 125 FEET W OF WHERE ROAD CURVES TO
 CT1080'RIGHT, AND 35 FEET N OF THE ROAD.  MARK PROJECTS ABOUT 8
 CT1080'INCHES ABOVE THE GROUND.
 CT1080'
 CT1080'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY
 CT1080'191 AND MAIN STREET OF BAIRD BY GOING S ON STATE HIGHWAY 191
 CT1080'FOR 2.45 MILES TO ROAD FORKS, TURN LEFT (E) FOR 5.6 MILES,
 CT1080'JUST AFTER PASSING A BRIDGE TURN RIGHT (S) 3.0 MILES TO
 CT1080'SETTLEMENT OF ADMIRAL (STORE WITH GAS PUMP IN SW ANGLE).
 CT1080'CONTINUE S ON DIRT ROAD 1.5 MILES THEN LEFT (E) 0.55 MILE
 CT1080'TO HOUSE AND YARD OF J.H. BROWN ON THE LEFT, END OF TRUCK
 CT1080'TRAVEL.  MR. BROWN KNOWS THE LOCATION OF THE STATION WHICH IS ON
 CT1080'THE HIGH RIDGE S 19 DEG W FROM THE S OF HIS HOUSE. S OF
 CT1080'
 CT1080'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 CT1080
 CT1080                          STATION RECOVERY (1938)
 CT1080
 CT1080'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CT1080'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CT1080'
 CT1080'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CT1080'
 CT1080'DESCRIPTION GIVEN FOR REACHING THE STATION IS SATISFACTORY.
 CT1080
 CT1080                          STATION RECOVERY (1957)
 CT1080
 CT1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1080'STATION RECOVERED AND STATION MARK, R.M. NO. 1 AND AZIMUTH
 CT1080'MARK WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 COULD NOT
 CT1080'BE FOUND BUT IT WAS DIFFICULT TO MEASURE DUE TO BRUSH AND TREES.
 CT1080'THE DRILL HOLE WAS RECOVERED WHERE R.M. NO. 3 HAD BEEN BUT THE
 CT1080'DISK WAS GONE.  ANOTHER DISK STAMPED SPRING GAP NO 2 R.M. 3
 CT1080'1935 WAS CEMENTED IN THE SAME DRILL HOLE WAS USED FOR THE
 CT1080'ORIGINAL MARK.  NO NEW MEASUREMENTS WERE TAKEN.  IF THERE
 CT1080'IS ANY DIFFERENCE IN DISTANCE OR DIRECTION IT WOULD BE VERY
 CT1080'SLIGHT.
 CT1080'
 CT1080'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--TO REACH
 CT1080'FROM BAIRD, FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 283 AT
 CT1080'EAST EDGE OF TOWN, GO EAST ON U.S. 80 FOR 5.4 MILES TO JUNCTION
 CT1080'WITH FARM ROAD 2228 ON THE RIGHT, TURN RIGHT AND GO SOUTH
 CT1080'ON FARM ROAD 2228 FOR 6.1 MILES TO FORKS WHERE HIGHWAY BEARS
 CT1080'TO LEFT, CONTINUE SOUTH ON RIGHT FORK FOR 1.75 MILES TO POINT
 CT1080'WHERE ROAD TURNS LEFT, TURN LEFT AND GO EAST FOR 0.85 MILE TO THE
 CT1080'AZIMUTH MARK ON THE LEFT ABOUT 125 FEET BEFORE ROAD CURVES
 CT1080'TO THE RIGHT, CONTINUE ON MAIN ROAD FOR 0.55 MILE TO TOP OF
 CT1080'SMALL RISE AT WIRE GATES TO RIGHT AND LEFT, THIS IS THE
 CT1080'END OF TRUCK TRAVEL.  PACK NORTHWEST AND WEST ALONG
 CT1080'LEFT HAND SIDE OF FENCE TO NEAR THE CENTER OF NORTH
 CT1080'SIDE OF HIGH RIDGE AND STATION.
 CT1080'
 CT1080'THE STATION MARK WAS RECOVERED IN BEDROCK ABOUT 6 INCHES BELOW
 CT1080'THE GROUND.  IT IS 60 FEET SOUTH-SOUTHEAST OF SECOND GOOD
 CT1080'FENCE POST WEST OF POST WITH TRIANGLE BLAZE AND 16.2 FEET
 CT1080'WEST-SOUTHWEST OF TRIANGLE BLAZED CEDAR TREE.
 CT1080
 CT1080                          STATION RECOVERY (1961)
 CT1080
 CT1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1080'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 CT1080'REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO BE IN GOOD
 CT1080'CONDITION.  THE DISTANCES AND DIRECTIONS WERE VERIFIED.
 CT1080'THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW AZIMUTH MARK WAS
 CT1080'SET BY THIS PARTY.
 CT1080'
 CT1080'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CT1080'
 CT1080'THE STATION IS APPROXIMATELY 18 MILES NORTHEAST OF OPLIN, 11
 CT1080'MILES SOUTHEAST OF BAIRD, NEAR THE NORTHWEST END OF SPRING
 CT1080'GAP MOUNTAIN WHICH IS COVERED WITH SMALL TREES AND ON THE PROPERTY
 CT1080'OF MR. C.M. CALDWELL OF ABILENE, TEXAS.
 CT1080'
 CT1080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CT1080'AND 283 ON THE EAST SIDE OF BAIRD, GO EAST ON HIGHWAY 80
 CT1080'FOR 5.3 MILES TO FARM ROAD 2228 ON THE RIGHT.  TURN RIGHT,
 CT1080'SOUTH, ON ROAD 2228 FOR 3.2 MILES TO A CROSSROAD.  CONTINUE
 CT1080'SOUTH ON ROAD 2228 FOR 2.7 MILES TO A ROAD FORK.  (THE RIGHT
 CT1080'FORK IS A GRAVEL ROAD.) BEAR RIGHT, SOUTHERLY, ON THE GRAVEL
 CT1080'ROAD FOR 0.2 MILE TO A SIDE ROAD AND ADMIRAL STORE ON THE
 CT1080'LEFT.  CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 1.5
 CT1080'MILES TO WHERE THE ROAD CURVES TO THE LEFT.  TURN LEFT,
 CT1080'EAST, WITH THE ROAD FOR 0.55 MILE TO A SIDE ROAD AND A WIRE
 CT1080'GATE ON THE RIGHT.  (THE AZIMUTH MARK IS 136 FEET SOUTHWEST OF
 CT1080'THE CENTER OF THE WIRE GATE.) CONTINUE EAST ON THE GRAVEL
 CT1080'ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE
 CT1080'STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 1.7 MILES TO A DIM
 CT1080'TRACK ROAD AND A WIRE GATE ON THE RIGHT.  TURN RIGHT
 CT1080'THROUGH THE WIRE GATE AND FOLLOW THE DIM TRACK ROAD FOR 0.55
 CT1080'MILE TO A DIM ROAD FORK.  BEAR LEFT FOR 0.15 MILE TO A DIM
 CT1080'FORK.  BEAR LEFT FOR 0.1 MILE TO A REVERSE-Y.  TURN SHARP RIGHT
 CT1080'AND FOLLOW A DIM AND VERY ROCKY BULLDOZED TRAIL FOR 0.2
 CT1080'MILE TO THE TOP OF THE HILL.  CONTINUE STRAIGHT AHEAD FOR
 CT1080'0.1 MILE THEN BEAR LEFT, NORTHERLY, FOR 0.2 MILE TO THE
 CT1080'STATION.
 CT1080'
 CT1080'STATION MARK IS A STANDARD DISK STAMPED SPRING GAP NO 2 1935.
 CT1080'THE SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS 1
 CT1080'FOOT BELOW THE SURFACE OF THE GROUND.  IT IS 58 FEET SOUTH
 CT1080'OF A FENCE AND 4 FEET SOUTHEAST OF A METAL WITNESS POST.
 CT1080'
 CT1080'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SPRING GAP
 CT1080'NO 2 NO 1 1935, IS CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 CT1080'BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CT1080'APPROXIMATELY 3 FEET LOWER IN ELEVATION THAN THE STATION.
 CT1080'
 CT1080'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SPRING GAP NO
 CT1080'2 NO 2 1935, IS CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 CT1080'BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 CT1080'IS APPROXIMATELY 3 FEET LOWER IN ELEVATION THAN THE STATION.
 CT1080'
 CT1080'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SPRING GAP NO
 CT1080'2 R.M. NO 3 1935, IS CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 CT1080'BEDROCK.  IT IS 58 FEET WEST OF THE METAL WITNESS POST AND
 CT1080'29 FEET SOUTH OF THE FENCE.
 CT1080'
 CT1080'AZIMUTH MARK IS A STANDARD DISK STAMPED SPRING GAP 2 1935
 CT1080'RESET 1961 IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT1080'2 INCHES.
 CT1080'
 CT1080'THE AZIMUTH MARK IS 136 FEET SOUTHWEST OF THE CENTER OF THE WIRE
 CT1080'GATE, 58 FEET NORTH OF A 12-INCH TREE WHICH IS USED AS A FENCE
 CT1080'CORNER POST, 40.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CT1080'SMALL BUILDING, 2 FEET WEST OF A METAL WITNESS POST AND 2
 CT1080'FEET SOUTH OF A BOARD FENCE.
 CT1080'
 CT1080'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT1080'
 CT1080'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2207 ***********************************************************************
 BL2207  DESIGNATION -  SPRING MAIN MICROWAVE TOWER
 BL2207  PID         -  BL2207
 BL2207  STATE/COUNTY-  TX/HARRIS
 BL2207  USGS QUAD   -  SPRING (1982)
 BL2207
 BL2207                         *CURRENT SURVEY CONTROL
 BL2207  ___________________________________________________________________
 BL2207* NAD 83(1993)-  30 02 55.25677(N)    095 25 56.13205(W)     ADJUSTED  
 BL2207* NAVD 88     -                                                        
 BL2207  ___________________________________________________________________
 BL2207  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BL2207  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL2207
 BL2207  HORZ ORDER  -  THIRD
 BL2207
 BL2207.The horizontal coordinates were established by classical geodetic methods
 BL2207.and adjusted by the National Geodetic Survey in February 1996..
 BL2207
 BL2207
 BL2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2207
 BL2207.The geoid height was determined by GEOID03.
 BL2207
 BL2207;                    North         East     Units Scale Factor Converg.
 BL2207;SPC TXSC     - 4,250,772.692   943,996.139   MT  0.99994064   +1 44 52.4
 BL2207;SPC TXSC     -13,946,076.74  3,097,094.00   sFT  0.99994064   +1 44 52.4
 BL2207;UTM  15      - 3,326,673.143   265,493.470   MT  1.00027853   -1 13 06.5
 BL2207
 BL2207                          SUPERSEDED SURVEY CONTROL
 BL2207
 BL2207  NAD 83(1986)-  30 02 55.27162(N)    095 25 56.11384(W) AD(       ) 4
 BL2207  NAD 27      -  30 02 54.48090(N)    095 25 55.33873(W) AD(       ) 3
 BL2207
 BL2207.Superseded values are not recommended for survey control.
 BL2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2207.See file dsdata.txt to determine how the superseded data were derived.
 BL2207
 BL2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6549326673(NAD 83)
 BL2207_MARKER: 45 = MICROWAVE TOWER
 BL2207
 BL2207  HISTORY     - Date     Condition        Report By
 BL2207  HISTORY     - 1968     FIRST OBSERVED   CGS
 BL2207  HISTORY     - 19930106 GOOD             USPSQD
 BL2207  HISTORY     - 19950901 GOOD             USPSQD
 BL2207  HISTORY     - 20040326 GOOD             USPSQD
 BL2207
 BL2207                          STATION DESCRIPTION
 BL2207
 BL2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2207'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF SPRING AND 0.2 MILE
 BL2207'SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 45 AND HOLTZWORTH ROAD.
 BL2207'IT IS OWNED BY THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 BL2207'
 BL2207'THE TOWER IS A 4 LEGGED SELF SUPPORTING STEEL STRUCTURE PAINTED
 BL2207'ALTERNATE RED AND WHITE.  THE OVER-ALL HEIGHT FROM GROUND LEVEL IS
 BL2207'255-1/2 FEET.  THERE ARE FOUR HORN ANTENNAE ATOP THE TOWER AND TWO
 BL2207'HORN ANTENNAE ON THE SOUTH FACE ABOUT 30 FEET FROM THE TOP.
 BL2207'
 BL2207'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE TOWER.
 BL2207
 BL2207                          STATION RECOVERY (1993)
 BL2207
 BL2207'RECOVERY NOTE BY US POWER SQUADRON 1993 (LT)
 BL2207'RECOVERED IN GOOD CONDITION.
 BL2207
 BL2207                          STATION RECOVERY (1995)
 BL2207
 BL2207'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2207'RECOVERED IN GOOD CONDITION.
 BL2207
 BL2207                          STATION RECOVERY (2004)
 BL2207
 BL2207'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1291 ***********************************************************************
 BL1291  DESIGNATION -  SPRING RM 1
 BL1291  PID         -  BL1291
 BL1291  STATE/COUNTY-  TX/HARRIS
 BL1291  USGS QUAD   -  SPRING (1982)
 BL1291
 BL1291                         *CURRENT SURVEY CONTROL
 BL1291  ___________________________________________________________________
 BL1291* NAD 83(1986)-  30 05 03.     (N)    095 26 01.     (W)     SCALED    
 BL1291* NAVD 88     -        38.673  (meters)     126.88   (feet)  ADJUSTED  
 BL1291  ___________________________________________________________________
 BL1291  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1291  DYNAMIC HT  -          38.621 (meters)     126.71  (feet)  COMP
 BL1291  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 BL1291  OBS GRAVITY -     979,303.2   (mgal)                       GRAV_OBS
 BL1291
 BL1291  VERT ORDER  -  FIRST     CLASS II
 BL1291
 BL1291.The horizontal coordinates were scaled from a topographic map and have
 BL1291.an estimated accuracy of +/- 6 seconds.
 BL1291
 BL1291.The orthometric height was determined by differential leveling
 BL1291.and adjusted by the National Geodetic Survey in June 1991..
 BL1291
 BL1291.The geoid height was determined by GEOID03.
 BL1291
 BL1291.The dynamic height is computed by dividing the NAVD 88
 BL1291.geopotential number by the normal gravity value computed on the
 BL1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1291.degrees latitude (g = 980.6199 gals.).
 BL1291
 BL1291.The modeled gravity was interpolated from observed gravity values.
 BL1291.The observed gravity was obtained from relative gravimeter ties
 BL1291.to the IGSN71 gravity network.
 BL1291
 BL1291;                    North         East    Units  Estimated Accuracy
 BL1291;SPC TXSC     - 4,254,700.      943,750.      MT  (+/- 180 meters Scaled)
 BL1291
 BL1291                          SUPERSEDED SURVEY CONTROL
 BL1291
 BL1291  NGVD 29 (12/23/87)   38.673  (m)          126.88   (f) ADJUSTED    1 2
 BL1291
 BL1291.Superseded values are not recommended for survey control.
 BL1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1291.See file dsdata.txt to determine how the superseded data were derived.
 BL1291
 BL1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP654306(NAD 83)
 BL1291_MARKER: DR = REFERENCE MARK DISK
 BL1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1291_SP_SET: CONCRETE POST
 BL1291_STAMPING: SPRING NO 1 1942
 BL1291_MARK LOGO: CGS   
 BL1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1291+STABILITY: SURFACE MOTION
 BL1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1291+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1291
 BL1291  HISTORY     - Date     Condition        Report By
 BL1291  HISTORY     - 1942     MONUMENTED       CGS
 BL1291  HISTORY     - 1973     GOOD             NGS
 BL1291  HISTORY     - 1978     GOOD             NGS
 BL1291  HISTORY     - 1986     GOOD             NGS
 BL1291  HISTORY     - 19950905 GOOD             USPSQD
 BL1291  HISTORY     - 20040918 GOOD             USPSQD
 BL1291  HISTORY     - 20050929 GOOD             USPSQD
 BL1291
 BL1291                          STATION DESCRIPTION
 BL1291
 BL1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1291'1.1 MI W FROM SPRING.
 BL1291'ABOUT 1.1 MILES WEST ALONG MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL1291'OF HARDY ST., ABOUT 0.15 MILE EAST OF I-45 OVERPASS, 71 1/2 FEET NORTH
 BL1291'OF BENCH MARK SPRING 1942, 35 1/2 FEET NORTH OF THE CENTER LINE OF
 BL1291'SPRING-STEUBNER RD., 3.2 FEET NORTHEAST OF A UNDERGROUND CABLE MARKER
 BL1291'POST, 1 1/2 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS
 BL1291'POST, 1/2-FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BL1291'CONCRETE POST PROJECTING 0.8 FOOT.
 BL1291
 BL1291                          STATION RECOVERY (1978)
 BL1291
 BL1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1291'RECOVERED IN GOOD CONDITION.
 BL1291
 BL1291                          STATION RECOVERY (1986)
 BL1291
 BL1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1291'RECOVERED IN GOOD CONDITION.
 BL1291
 BL1291                          STATION RECOVERY (1995)
 BL1291
 BL1291'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1291'RECOVERED IN GOOD CONDITION.
 BL1291
 BL1291                          STATION RECOVERY (2004)
 BL1291
 BL1291'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1291'RECOVERED IN GOOD CONDITION.
 BL1291
 BL1291                          STATION RECOVERY (2005)
 BL1291
 BL1291'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1291'FOUND AS DESCRIBED. GO TO N30 05 02.7 W095 26 00.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1116 ***********************************************************************
 BL1116  DESIGNATION -  SPRING RM 1
 BL1116  PID         -  BL1116
 BL1116  STATE/COUNTY-  TX/SAN JACINTO
 BL1116  USGS QUAD   -  COLDSPRING (1997)
 BL1116
 BL1116                         *CURRENT SURVEY CONTROL
 BL1116  ___________________________________________________________________
 BL1116* NAD 83(1986)-  30 36 19.     (N)    095 08 37.     (W)     SCALED    
 BL1116* NAVD 88     -       128.47   (+/-2cm)     421.5    (feet)  VERTCON   
 BL1116  ___________________________________________________________________
 BL1116  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1116
 BL1116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1116
 BL1116.The horizontal coordinates were scaled from a topographic map and have
 BL1116.an estimated accuracy of +/- 6 seconds.
 BL1116
 BL1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1116.The vertical order pertains to the NGVD 29 superseded value.
 BL1116
 BL1116.The geoid height was determined by GEOID03.
 BL1116
 BL1116;                    North         East    Units  Estimated Accuracy
 BL1116;SPC TX C     - 3,115,660.    1,197,440.      MT  (+/- 180 meters Scaled)
 BL1116
 BL1116                          SUPERSEDED SURVEY CONTROL
 BL1116
 BL1116  NGVD 29 (??/??/92)  128.474  (m)          421.50   (f) ADJ UNCH    2 0
 BL1116
 BL1116.Superseded values are not recommended for survey control.
 BL1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1116.See file dsdata.txt to determine how the superseded data were derived.
 BL1116
 BL1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP944878(NAD 83)
 BL1116_MARKER: DR = REFERENCE MARK DISK
 BL1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1116_STAMPING: SPRING NO 1 1935
 BL1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1116+STABILITY: SURFACE MOTION
 BL1116
 BL1116  HISTORY     - Date     Condition        Report By
 BL1116  HISTORY     - 1935     MONUMENTED       CGS
 BL1116  HISTORY     - 1947     GOOD             NGS
 BL1116
 BL1116                          STATION DESCRIPTION
 BL1116
 BL1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1116'1.5 MI NW FROM COLDSPRING.
 BL1116'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1116'COLDSPRING, THENCE 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 156, THENCE
 BL1116'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, 150.0 FEET NORTHWEST OF THE
 BL1116'CENTER LINE OF THE ROAD, 89.4 FEET NORTHEAST OF TRIANGULATION STATION
 BL1116'SPRING, 14.3 FEET WEST OF A 14 INCH OAK TREE, 11.0 FEET EAST OF A 12
 BL1116'INCH GUM TREE, 2.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 BL1116'A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1117 ***********************************************************************
 BL1117  DESIGNATION -  SPRING RM 2
 BL1117  PID         -  BL1117
 BL1117  STATE/COUNTY-  TX/SAN JACINTO
 BL1117  USGS QUAD   -  COLDSPRING (1997)
 BL1117
 BL1117                         *CURRENT SURVEY CONTROL
 BL1117  ___________________________________________________________________
 BL1117* NAD 83(1986)-  30 36 19.     (N)    095 08 37.     (W)     SCALED    
 BL1117* NAVD 88     -       127.17   (+/-2cm)     417.2    (feet)  VERTCON   
 BL1117  ___________________________________________________________________
 BL1117  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1117
 BL1117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1117
 BL1117.The horizontal coordinates were scaled from a topographic map and have
 BL1117.an estimated accuracy of +/- 6 seconds.
 BL1117
 BL1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1117.The vertical order pertains to the NGVD 29 superseded value.
 BL1117
 BL1117.The geoid height was determined by GEOID03.
 BL1117
 BL1117;                    North         East    Units  Estimated Accuracy
 BL1117;SPC TX C     - 3,115,660.    1,197,440.      MT  (+/- 180 meters Scaled)
 BL1117
 BL1117                          SUPERSEDED SURVEY CONTROL
 BL1117
 BL1117  NGVD 29 (??/??/92)  127.176  (m)          417.24   (f) ADJ UNCH    2 0
 BL1117
 BL1117.Superseded values are not recommended for survey control.
 BL1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1117.See file dsdata.txt to determine how the superseded data were derived.
 BL1117
 BL1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP944878(NAD 83)
 BL1117_MARKER: DB = BENCH MARK DISK
 BL1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1117_STAMPING: SPRING NO 2 1935
 BL1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1117+STABILITY: SURFACE MOTION
 BL1117
 BL1117  HISTORY     - Date     Condition        Report By
 BL1117  HISTORY     - 1935     MONUMENTED       CGS
 BL1117  HISTORY     - 1947     GOOD             NGS
 BL1117  HISTORY     - 1966     MARK NOT FOUND   NGS
 BL1117
 BL1117                          STATION DESCRIPTION
 BL1117
 BL1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1117'1.5 MI NW FROM COLDSPRING.
 BL1117'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1117'COLDSPRING, THENCE 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 156, THENCE
 BL1117'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, 157.0 FEET NORTHEAST OF
 BL1117'TRIANGULATION STATION SPRING, 44.6 FEET SOUTHEAST OF A 20 INCH OAK
 BL1117'TREE, 36.5 FEET NORTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1117'ROAD, 7.9 FEET EAST OF A 10 INCH GUM TREE, 1.4 FEET WEST OF A WITNESS
 BL1117'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BL1117'THE GROUND.
 BL1117
 BL1117                          STATION RECOVERY (1966)
 BL1117
 BL1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1228 ***********************************************************************
 DM1228  DESIGNATION -  SPRINGDALE
 DM1228  PID         -  DM1228
 DM1228  STATE/COUNTY-  TX/CASS
 DM1228  USGS QUAD   -  ATLANTA NORTH (1969)
 DM1228
 DM1228                         *CURRENT SURVEY CONTROL
 DM1228  ___________________________________________________________________
 DM1228* NAD 83(1993)-  33 13 23.10179(N)    094 10 26.49951(W)     ADJUSTED  
 DM1228* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 DM1228  ___________________________________________________________________
 DM1228  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DM1228  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DM1228
 DM1228  HORZ ORDER  -  THIRD
 DM1228
 DM1228.The horizontal coordinates were established by classical geodetic methods
 DM1228.and adjusted by the National Geodetic Survey in February 1996..
 DM1228
 DM1228.The orthometric height was scaled from a topographic map.
 DM1228
 DM1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1228
 DM1228.The geoid height was determined by GEOID03.
 DM1228
 DM1228;                    North         East     Units Scale Factor Converg.
 DM1228;SPC TXNC     - 2,180,891.772 1,003,092.060   MT  0.99987708   +2 21 33.7
 DM1228;SPC TXNC     - 7,155,142.42  3,290,977.87   sFT  0.99987708   +2 21 33.7
 DM1228;SPC AR S     -   463,866.724   197,354.557   MT  1.00001794   -1 13 00.4
 DM1228;SPC AR S     - 1,521,869.41    647,487.41   sFT  1.00001794   -1 13 00.4
 DM1228;UTM  15      - 3,676,632.636   390,600.976   MT  0.99974756   -0 38 35.9
 DM1228
 DM1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1228!SPC TXNC     -   0.99998128  x   0.99987708  =   0.99985836
 DM1228!SPC AR S     -   0.99998128  x   1.00001794  =   0.99999922
 DM1228!UTM  15      -   0.99998128  x   0.99974756  =   0.99972885
 DM1228
 DM1228|---------------------------------------------------------------------|
 DM1228| PID    Reference Object                     Distance      Geod. Az  |
 DM1228|                                                           dddmmss.s |
 DM1228| CX6307 SPRINGDALE RM 1                      19.152 METERS 12105     |
 DM1228| CX6306 SPRINGDALE AZ MK                                   1441002.3 |
 DM1228| CX6308 SPRINGDALE RM 2                      22.248 METERS 23139     |
 DM1228| DM1245 MAUD                                APPROX.19.8 KM 3085116.7 |
 DM1228|---------------------------------------------------------------------|
 DM1228
 DM1228                          SUPERSEDED SURVEY CONTROL
 DM1228
 DM1228  NAD 83(1993)-  33 13 23.10317(N)    094 10 26.49483(W) AD(       ) 3
 DM1228  NAD 83(1986)-  33 13 23.10624(N)    094 10 26.48809(W) AD(       ) 3
 DM1228  NAD 27      -  33 13 22.64600(N)    094 10 25.80500(W) AD(       ) 3
 DM1228
 DM1228.Superseded values are not recommended for survey control.
 DM1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1228.See file dsdata.txt to determine how the superseded data were derived.
 DM1228
 DM1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9060176633(NAD 83)
 DM1228_MARKER: DS = TRIANGULATION STATION DISK
 DM1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1228
 DM1228  HISTORY     - Date     Condition        Report By
 DM1228  HISTORY     - 1952     MONUMENTED       CGS
 DM1228  HISTORY     - 1956     GOOD             CGS
 DM1228  HISTORY     - 1974     GOOD             TXHD
 DM1228  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 DM1228
 DM1228                          STATION DESCRIPTION
 DM1228
 DM1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1228'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF TEXARKANA
 DM1228'AND 2-1/2 MILES WEST SOUTHWEST OF SPRINGDALE RAILROAD STATION
 DM1228'ON THE SUMMITT OF A PROMINENT HILL.  IT IS ABOUT 0.2 MILE
 DM1228'NORTH OF A DIRT ROAD, 53 FEET NORTHEAST OF A TRACK ROAD AND
 DM1228'10 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 DM1228'AND THE DISK IS STAMPED SPRINGDALE 1951.
 DM1228'
 DM1228'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF A PINE TREE.  THE MARK
 DM1228'PROJECTS 4 INCHES AND THE DISK IS STAMPED SPRINGDALE NO 1 1951
 DM1228'
 DM1228'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE TRACK ROAD.  THE
 DM1228'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SPRINGDALE
 DM1228'NO 2 1951.
 DM1228'
 DM1228'THE AZIMUTH MARK IS 164 FEET SOUTH OF A DIRT ROAD, 6 FEET
 DM1228'WEST OF A LARGE ELM TREE AND 2 FEET NORTHWEST OF A WITNESS
 DM1228'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DM1228'SPRINGDALE 1951.
 DM1228'
 DM1228'ALL MARKS WERE SET AND THE TOWER ERECTED IN 1951, BUT THE
 DM1228'STATION WAS NOT OCCUPIED UNTILL 1952.
 DM1228'
 DM1228'TO REACH THE STATION FROM NASH, FROM WHERE FARM ROAD 989
 DM1228'GOES SOUTH FROM U.S. HIGHWAY 82, GO SOUTH FOR 2.05 MILES
 DM1228'TO U.S. HIGHWAY 67.  CROSS HIGHWAY 67 AND CONTINUE ON SOUTH
 DM1228'ON FARM ROAD 989 FOR 2.05 MILES TO U.S. HIGHWAY 59, TURN
 DM1228'RIGHT AND GO SOUTHERLY ON U.S. HIGHWAY 59 FOR 9.2 MILES TO A
 DM1228'BLACKTOP ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 1.7
 DM1228'MILES TO THE MT ZION GROCERY STORE ON THE RIGHT, CONTINUE
 DM1228'ON SOUTH FOR 2.4 MILES TO A DIRT ROAD RIGHT.  TURN RIGHT
 DM1228'AND GO WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 DM1228'DESCRIBED.  CONTINUE ON WEST ON THE DIRT ROAD FOR 0.2 MILE
 DM1228'TO A TRIANGLE BLAZED TREE AND A TRACK ROAD RIGHT.  TURN
 DM1228'RIGHT AND GO NORTH ON THE TRACK ROAD FOR 0.2 MILE TO THE TOP OF
 DM1228'A HILL AND THE STATION AS DESCRIBED.
 DM1228'
 DM1228'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DM1228
 DM1228                          STATION RECOVERY (1956)
 DM1228
 DM1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1228'THE STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 DM1228'RECOVERED IN GOOD CONDITION.  R.M. NO. 2 DESCRIPTION IS
 DM1228'INADEQUATE.  R.M. NO. 1 WAS FOUND TO BE 63 FT., S 71 DEG E
 DM1228'OF THE STATION AND 4 FT. SW OF TRIANGLE BLAZED PINE.  STATION
 DM1228'IS N 10 DEG E AND 49 FT. FROM TRIANGLE BLAZED PINE WHICH IS
 DM1228'8 FT. NE OF DIM ROAD.  ALSO STATION IS 39.5 FT. AND N 63 DEG
 DM1228'E OF BLAZED PINE WHICH IS 6 FT. NE OF DIM ROAD.
 DM1228'
 DM1228'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT
 DM1228'THAT THE ORIGINAL DESCRIPTION READS--TURN RIGHT AND GO NORTH
 DM1228'ON THE TRACK ROAD FOR 0.2 MILE TO THE TOP OF A HILL AND THE
 DM1228'STATION AS DESCRIBED.  DESCRIPTION SHOULD READ--TURN RIGHT
 DM1228'AND GO NORTH ON THE TRACK ROAD FOR 0.065 MILE TO THE TOP OF
 DM1228'A HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 DM1228
 DM1228                          STATION RECOVERY (1974)
 DM1228
 DM1228'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 DM1228'SPRINGDALE 1952-GOOD
 DM1228'
 DM1228'1956 DESCRIPTION IS ADEQUATE FOR RECOVERING STATION.  DUE TO
 DM1228'VEGETATION, THERE IS NO LONGER LINE-OF-SIGHT BETWEEN STATION
 DM1228'AND AZ. MK.  REFERENCE MARKS AND AZ. MK. NOT SEARCHED FOR.
 DM1228
 DM1228                          STATION RECOVERY (1982)
 DM1228
 DM1228'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (BHB)
 DM1228'SPRINGDALE 1951 SURFACE MARK WAS DISTURBED.
 DM1228'
 DM1228'SPRINGDALE NO. 1 1951 RECOVERED GOOD.
 DM1228'
 DM1228'SPRINGDALE NO. 2 1951 DESTROYED.
 DM1228'
 DM1228'THE AREA HAS BEEN CLEAR CUT OF TIMBER AND THE TOPS WINDROWED WITH A
 DM1228'BULLDOZER, WHICH HAS STRUCK THE STATION.  WE RECOVERED THE
 DM1228'SUBSURFACE MARK AND FOUND IT HAD NOT BEEN DISTURBED.  THE AZIMUTH
 DM1228'MARK WAS DESTROYED, THE AREA IS NOW USED FOR GRAVEL RECOVERY.
 DM1228'
 DM1228'DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTHWEST OF
 DM1228'TEXARKANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1216 ***********************************************************************
 AJ1216  DESIGNATION -  SPRINGFIELD
 AJ1216  PID         -  AJ1216
 AJ1216  STATE/COUNTY-  TX/JIM WELLS
 AJ1216  USGS QUAD   -  BEN BOLT NW (1963)
 AJ1216
 AJ1216                         *CURRENT SURVEY CONTROL
 AJ1216  ___________________________________________________________________
 AJ1216* NAD 83(1993)-  27 44 53.66870(N)    098 11 46.68522(W)     ADJUSTED  
 AJ1216* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 AJ1216  ___________________________________________________________________
 AJ1216  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AJ1216  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ1216
 AJ1216  HORZ ORDER  -  THIRD
 AJ1216
 AJ1216.The horizontal coordinates were established by classical geodetic methods
 AJ1216.and adjusted by the National Geodetic Survey in February 1996..
 AJ1216
 AJ1216.The orthometric height was scaled from a topographic map.
 AJ1216
 AJ1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1216
 AJ1216.The geoid height was determined by GEOID03.
 AJ1216
 AJ1216;                    North         East     Units Scale Factor Converg.
 AJ1216;SPC TX S     - 5,230,663.760   329,940.855   MT  0.99997956   +0 08 16.4
 AJ1216;SPC TX S     -17,160,936.02  1,082,480.96   sFT  0.99997956   +0 08 16.4
 AJ1216;UTM  14      - 3,069,572.934   579,206.045   MT  0.99967743   +0 22 27.2
 AJ1216
 AJ1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1216!SPC TX S     -   0.99998998  x   0.99997956  =   0.99996955
 AJ1216!UTM  14      -   0.99998998  x   0.99967743  =   0.99966742
 AJ1216
 AJ1216:                Primary Azimuth Mark                     Grid Az
 AJ1216:SPC TX S     -  PETERS                                   233 41 53.2
 AJ1216:UTM  14      -  PETERS                                   233 27 42.4
 AJ1216
 AJ1216|---------------------------------------------------------------------|
 AJ1216| PID    Reference Object                     Distance      Geod. Az  |
 AJ1216|                                                           dddmmss.s |
 AJ1216| AJ1221 PETERS                              APPROX.20.8 KM 2335009.6 |
 AJ1216|---------------------------------------------------------------------|
 AJ1216
 AJ1216                          SUPERSEDED SURVEY CONTROL
 AJ1216
 AJ1216  NAD 83(1986)-  27 44 53.67564(N)    098 11 46.66221(W) AD(       ) 3
 AJ1216  NAD 27      -  27 44 52.57853(N)    098 11 45.64379(W) AD(       ) 3
 AJ1216
 AJ1216.Superseded values are not recommended for survey control.
 AJ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1216.See file dsdata.txt to determine how the superseded data were derived.
 AJ1216
 AJ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7920669573(NAD 83)
 AJ1216_MARKER: DD = SURVEY DISK
 AJ1216_SETTING: 0 = UNSPECIFIED SETTING
 AJ1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1216
 AJ1216  HISTORY     - Date     Condition        Report By
 AJ1216  HISTORY     - 1920     MONUMENTED       USGS
 AJ1216
 AJ1216                          STATION DESCRIPTION
 AJ1216
 AJ1216'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1216'FROM SAN DIEGO TAKE MAIN RD. TOWARDS ALICE FOR 3 MI., THEN TURN S.
 AJ1216'THROUGH GATE TO SPRINGFIELD SCHOOLHOUSE, ON TOP OF HILL.  STATION IS
 AJ1216'300 FT. SE. OF SCHOOLHOUSE AT EDGE OF MESQUITE BRUSH.
 AJ1216'
 AJ1216'STATION MARK - STANDARD USGS BENCH MARK IRON POST.
 AJ1216'
 AJ1216'REFERENCE MARK - 2 IN. IRON PIPE DRIVEN IN GROUND 155.02 FT. FROM
 AJ1216'STATION, S 08 DEG 02 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1003 ***********************************************************************
 CU1003  DESIGNATION -  SPRINGS
 CU1003  PID         -  CU1003
 CU1003  STATE/COUNTY-  TX/SCURRY
 CU1003  USGS QUAD   -  CAMP SPRINGS (1969)
 CU1003
 CU1003                         *CURRENT SURVEY CONTROL
 CU1003  ___________________________________________________________________
 CU1003* NAD 83(1993)-  32 45 13.82930(N)    100 40 25.63383(W)     ADJUSTED  
 CU1003* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 CU1003  ___________________________________________________________________
 CU1003  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 CU1003  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CU1003
 CU1003  HORZ ORDER  -  SECOND
 CU1003
 CU1003.The horizontal coordinates were established by classical geodetic methods
 CU1003.and adjusted by the National Geodetic Survey in February 1996..
 CU1003
 CU1003.The orthometric height was scaled from a topographic map.
 CU1003
 CU1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1003
 CU1003.The geoid height was determined by GEOID03.
 CU1003
 CU1003;                    North         East     Units Scale Factor Converg.
 CU1003;SPC TXNC     - 2,122,663.968   396,328.113   MT  0.99988605   -1 11 08.1
 CU1003;SPC TXNC     - 6,964,106.70  1,300,286.48   sFT  0.99988605   -1 11 08.1
 CU1003;UTM  14      - 3,625,237.668   343,199.716   MT  0.99990317   -0 54 20.7
 CU1003
 CU1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1003!SPC TXNC     -   0.99989420  x   0.99988605  =   0.99978026
 CU1003!UTM  14      -   0.99989420  x   0.99990317  =   0.99979738
 CU1003
 CU1003|---------------------------------------------------------------------|
 CU1003| PID    Reference Object                     Distance      Geod. Az  |
 CU1003|                                                           dddmmss.s |
 CU1003| CX8714 SPRINGS RM 1                          6.793 METERS 03054     |
 CU1003| CU1008 PYRON ATT MICROWAVE                 APPROX.17.5 KM 1651136.7 |
 CU1003| CX8713 SPRINGS AZ MK                                      1941904.4 |
 CU1003| CX8715 SPRINGS RM 2                          5.438 METERS 22928     |
 CU1003| CU1014 CAMP SPRINGS ATT MICROWAVE          APPROX.10.5 KM 2615021.2 |
 CU1003|---------------------------------------------------------------------|
 CU1003
 CU1003                          SUPERSEDED SURVEY CONTROL
 CU1003
 CU1003  NAD 83(1993)-  32 45 13.83415(N)    100 40 25.62570(W) AD(       ) 2
 CU1003  NAD 83(1986)-  32 45 13.83443(N)    100 40 25.62484(W) AD(       ) 2
 CU1003  NAD 27      -  32 45 13.44662(N)    100 40 24.21773(W) AD(       ) 2
 CU1003
 CU1003.Superseded values are not recommended for survey control.
 CU1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1003.See file dsdata.txt to determine how the superseded data were derived.
 CU1003
 CU1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB4320025238(NAD 83)
 CU1003_MARKER: DS = TRIANGULATION STATION DISK
 CU1003_SETTING: 80 = SET IN A BOULDER
 CU1003_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CU1003
 CU1003  HISTORY     - Date     Condition        Report By
 CU1003  HISTORY     - 1968     MONUMENTED       CGS
 CU1003
 CU1003                          STATION DESCRIPTION
 CU1003
 CU1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1003'ROCK ON LINE, NO MEASUREMENT MADE BETWEEN REFERENCE MARKS.
 CU1003'
 CU1003'STATION IS LOCATED ABOUT 14 MILES EAST-NORTHEAST OF SNYDER, ABOUT
 CU1003'10 MILES NORTHEAST OF HERMLEIGH AND 1 MILE SOUTHEAST OF CAMP SPRINGS
 CU1003'ON PROPERTY OWNED BY MR. C.M. GUINN.
 CU1003'
 CU1003'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND 84 AT THE EAST
 CU1003'EDGE OF SNYDER, GO EAST ON U.S. HIGHWAY 180 FOR 10.8 MILES TO
 CU1003'JUNCTION WITH FARM ROAD 1614, TURN LEFT AND GO NORTH ON FARM ROAD
 CU1003'1614 FOR 1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR
 CU1003'0.6 MILE TO A FIELD ROAD RIGHT (TO REACH THE AZIMUTH MARK FROM
 CU1003'HERE, TURN RIGHT AND FOLLOW FIELD ROAD FOR 0.1 MILE TO FORK AND
 CU1003'AZIMUTH MARK ON A ROCKY KNOLL TO THE LEFT), CONTINUE FOR 0.1
 CU1003'MILE TO A DRIVEWAY LEFT, TURN LEFT AND GO 0.1 MILE TO HOUSE AND
 CU1003'TRACK ROAD RIGHT, TURN RIGHT AND FOLLOW TRACK ROAD NORTHEAST TO
 CU1003'TOP OF HILL AND STATION.
 CU1003'
 CU1003'STATION MARK, A STANDARD DISK STAMPED SPRINGS 1968, IS SET IN
 CU1003'A DRILL HOLE IN BOULDER WHICH PROJECTS ABOUT 4 INCHES.  THE
 CU1003'MARK IS 7 FEET SOUTHEAST OF WITNESS POST.
 CU1003'
 CU1003'REFERENCE MARK 1, A STANDARD DISK STAMPED SPRINGS NO 1 1968,
 CU1003'IS SET IN A DRILL HOLE IN A 2 BY 6 FOOT BOULDER WHICH PROJECTS 1
 CU1003'FOOT AT THE NORTH END AND 4 INCHES AT THE SOUTH END AND 1 FOOT
 CU1003'HIGHER THAN THE STATION.  THE MARK IS 22.8 FEET NORTHEAST OF
 CU1003'WITNESS POST.
 CU1003'
 CU1003'REFERENCE MARK 2, A STANDARD DISK STAMPED SPRINGS NO 2 1968, IS
 CU1003'SET IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER WHICH PROJECTS 2
 CU1003'INCHES AND ABOUT 1 FOOT LOWER THAN THE STATION.
 CU1003'
 CU1003'AZIMUTH MARK, A STANDARD DISK STAMPED SPRINGS 1968, IS SET IN
 CU1003'A DRILL HOLE IN A 3 BY 4 FOOT BOULDER WHICH PROJECTS ABOUT 14
 CU1003'INCHES.  THE MARK IS ABOUT 100 FEET WEST OF THE HIGHEST POINT
 CU1003'OF KNOLL AND 4.5 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1449 ***********************************************************************
 AH1449  DESIGNATION -  SPRINT 1938
 AH1449  PID         -  AH1449
 AH1449  STATE/COUNTY-  TX/KLEBERG
 AH1449  USGS QUAD   -  SOUTH BIRD ISLAND SE (1975)
 AH1449
 AH1449                         *CURRENT SURVEY CONTROL
 AH1449  ___________________________________________________________________
 AH1449* NAD 83(1993)-  27 21 21.08450(N)    097 19 28.63488(W)     ADJUSTED  
 AH1449* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AH1449  ___________________________________________________________________
 AH1449  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1449  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AH1449
 AH1449  HORZ ORDER  -  THIRD
 AH1449
 AH1449.The horizontal coordinates were established by classical geodetic methods
 AH1449.and adjusted by the National Geodetic Survey in February 1996..
 AH1449
 AH1449.The orthometric height was scaled from a topographic map.
 AH1449
 AH1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1449
 AH1449.The geoid height was determined by GEOID03.
 AH1449
 AH1449;                    North         East     Units Scale Factor Converg.
 AH1449;SPC TX S     - 5,187,690.705   416,280.969   MT  0.99991388   +0 32 01.1
 AH1449;SPC TX S     -17,019,948.59  1,365,748.48   sFT  0.99991388   +0 32 01.1
 AH1449;UTM  14      - 3,026,964.158   665,710.374   MT  0.99993898   +0 46 12.1
 AH1449
 AH1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1449!SPC TX S     -   1.00000333  x   0.99991388  =   0.99991721
 AH1449!UTM  14      -   1.00000333  x   0.99993898  =   0.99994231
 AH1449
 AH1449                          SUPERSEDED SURVEY CONTROL
 AH1449
 AH1449  NAD 83(1986)-  27 21 21.09952(N)    097 19 28.61309(W) AD(       ) 3
 AH1449  NAD 27      -  27 21 19.94600(N)    097 19 27.66200(W) AD(       ) 3
 AH1449
 AH1449.Superseded values are not recommended for survey control.
 AH1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1449.See file dsdata.txt to determine how the superseded data were derived.
 AH1449
 AH1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6571026964(NAD 83)
 AH1449_MARKER: DS = TRIANGULATION STATION DISK
 AH1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1449_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1449+STABILITY: SURFACE MOTION
 AH1449
 AH1449  HISTORY     - Date     Condition        Report By
 AH1449  HISTORY     - 1938     MONUMENTED       CGS
 AH1449  HISTORY     - 1939     GOOD             CGS
 AH1449  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1449  HISTORY     - 1979     MARK NOT FOUND   NGS
 AH1449
 AH1449                          STATION DESCRIPTION
 AH1449
 AH1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1449'STATION IS 34.13 MILES S OF THE FISH PIER AT THE S JETTY
 AH1449'AT ARANSAS PASS.  STATION IS LOCATED ON THE FIRST ROW OF
 AH1449'DUNES FROM THE GULF BEACH, IT IS ABOUT 1-1/2 MILES S OF
 AH1449'HIGH SAND DUNE, LOW DUNES EXTEND 2 OR 3 MILES S OF THE STATION.
 AH1449'
 AH1449'STATION IS MARKED WITH A STANDARD DISK SET IN CONCRETE POST
 AH1449'6 INCHES SQUARE 3-1/2 FEET LONG AND FLUSH WITH THE SURFACE.
 AH1449'MARK IS STAMPED SPRINT 1938.
 AH1449'
 AH1449'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 4 FEET.
 AH1449'
 AH1449'NO UNDERGROUND MARK.
 AH1449'
 AH1449'POSITION COMPUTED FROM TRIANGULATION P.L.B. 1939.
 AH1449
 AH1449                          STATION RECOVERY (1949)
 AH1449
 AH1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1449'NOT RECOVERED.  A THOROUGH BUT UNSUCCESSFUL SEARCH OF THE
 AH1449'AREA WAS MADE BY A TWO-MAN PARTY.
 AH1449'
 AH1449'RECOMMEND THAT THIS STATION BE CLASSIFIED AS LOST.
 AH1449
 AH1449                          STATION RECOVERY (1979)
 AH1449
 AH1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1449'NO REFERENCE MARKS TO THIS STATION.
 AH1449'
 AH1449'A THOROUGH SEARCH WAS MADE BY A TWO MAN PARTY FOR THIS STATION, BUT
 AH1449'NOT RECOVERED.  THE AREA HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0945 ***********************************************************************
 BP0945  DESIGNATION -  SPROUL
 BP0945  PID         -  BP0945
 BP0945  STATE/COUNTY-  TX/JEFF DAVIS
 BP0945  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0945
 BP0945                         *CURRENT SURVEY CONTROL
 BP0945  ___________________________________________________________________
 BP0945* NAD 83(1993)-  30 39 49.49545(N)    103 54 56.78468(W)     ADJUSTED  
 BP0945* NAVD 88     -      1849.     (meters)    6066.     (feet)  SCALED    
 BP0945  ___________________________________________________________________
 BP0945  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BP0945  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 BP0945
 BP0945  HORZ ORDER  -  SECOND
 BP0945
 BP0945.The horizontal coordinates were established by classical geodetic methods
 BP0945.and adjusted by the National Geodetic Survey in February 1996..
 BP0945
 BP0945.The orthometric height was scaled from a topographic map.
 BP0945
 BP0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0945
 BP0945.The geoid height was determined by GEOID03.
 BP0945
 BP0945;                    North         East     Units Scale Factor Converg.
 BP0945;SPC TX C     - 3,116,059.114   356,761.081   MT  0.99989900   -1 50 42.6
 BP0945;SPC TX C     -10,223,270.61  1,170,473.65   sFT  0.99989900   -1 50 42.6
 BP0945;UTM  13      - 3,392,839.079   603,871.237   MT  0.99973309   +0 33 10.8
 BP0945
 BP0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0945!SPC TX C     -   0.99971311  x   0.99989900  =   0.99961214
 BP0945!UTM  13      -   0.99971311  x   0.99973309  =   0.99944628
 BP0945
 BP0945|---------------------------------------------------------------------|
 BP0945| PID    Reference Object                     Distance      Geod. Az  |
 BP0945|                                                           dddmmss.s |
 BP0945| CI0537 SPROUL RM 1                           6.596 METERS 11148     |
 BP0945| CI0536 SPROUL AZ MK                                       2192343.3 |
 BP0945| CI0538 SPROUL RM 2                           7.212 METERS 23103     |
 BP0945|---------------------------------------------------------------------|
 BP0945
 BP0945                          SUPERSEDED SURVEY CONTROL
 BP0945
 BP0945  NAD 83(1986)-  30 39 49.49597(N)    103 54 56.78303(W) AD(       ) 2
 BP0945  NAD 27      -  30 39 48.94800(N)    103 54 55.12400(W) AD(       ) 2
 BP0945
 BP0945.Superseded values are not recommended for survey control.
 BP0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0945.See file dsdata.txt to determine how the superseded data were derived.
 BP0945
 BP0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0387192839(NAD 83)
 BP0945_MARKER: DS = TRIANGULATION STATION DISK
 BP0945_SETTING: 66 = SET IN ROCK OUTCROP
 BP0945_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BP0945
 BP0945  HISTORY     - Date     Condition        Report By
 BP0945  HISTORY     - 1942     MONUMENTED       CGS
 BP0945  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0945
 BP0945                          STATION DESCRIPTION
 BP0945
 BP0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0945'STATION IS 5.5 MILES, AIR LINE, N OF FORT DAVIS, AND 1 MILE
 BP0945'NE OF THE SPROUL RANCH HOUSE, ON THE TOP OF THE FIRST HILL
 BP0945'N OF CASKET MOUNTAIN.
 BP0945'
 BP0945'STATION MARK IS A STANDARD DISK, STAMPED SPROUL 1942, CEMENTED
 BP0945'IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 1 INCH ABOVE THE
 BP0945'GROUND.  IT IS ABOUT 100 FEET SE OF THE HIGHEST POINT OF THE
 BP0945'HILL AND ABOUT 3 FEET LOWER IN ELEVATION.
 BP0945'
 BP0945'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED SPROUL
 BP0945'NO. 1 1942, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 BP0945'ABOUT 4 INCHES ABOVE THE GROUND.
 BP0945'
 BP0945'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED SPROUL NO. 2
 BP0945'1942, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 BP0945'ABOUT 3 INCHES ABOVE THE GROUND.
 BP0945'
 BP0945'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 BP0945'IN BEDROCK AND IS FLUSH WITH THE GROUND.  IT IS 0.4 MILE S
 BP0945'OF THE GATE AND CATTLE GUARD MENTIONED BELOW, AND 56.5 FEET
 BP0945'W OF THE CENTER LINE OF THE TRACK ROAD.
 BP0945'
 BP0945'TO REACH FROM POST OFFICE IN FORT DAVIS GO N ON STATE HIGHWAY
 BP0945'17 TO THE JUNCTION WITH STATE HIGHWAY 118, 1.3 MILES, THENCE
 BP0945'LEFT ON STATE HIGHWAY 118 FOR 4.2 MILES TO A TRACK ROAD RIGHT
 BP0945'AT SIGN PRUDE RANCH, THENCE TURN RIGHT AND GO N 0.1 MILE TO
 BP0945'A FORKS, THENCE RIGHT FORK AND CONTINUE NORTHERLY FOR 2.3
 BP0945'MILES, UP HILL, TO A GATE AND CATTLE GUARD, THENCE CONTINUE
 BP0945'NORTHERLY ON THE TRACK ROAD FOR 0.7 MILE TO A WIRE GATE, GO
 BP0945'THROUGH THE GATE AND CONTINUE NORTHERLY AND NORTHEASTERLY
 BP0945'UP VALLEY FOR 1.4 MILES TO THE SPROUL RANCH HOUSE THENCE
 BP0945'CONTINUE NORTHERLY ACROSS A CREEK AND UP THE CANYON FOR 0.15
 BP0945'MILE AND END OF TRUCK TRAVEL.  FROM HERE FIND
 BP0945'WELL-TRAVELED TRAIL IN CREEK BOTTOM AND CONTINUE NORTHERLY
 BP0945'AND NORTHEASTERLY UP THIS TRAIL FOR ABOUT 30 MINUTES TO A
 BP0945'WIRE FENCE.  THE STATION HILL IS E OF THIS POINT.  CLIMB
 BP0945'OVER WIRE FENCE AND CLIMB STEEP HILLSIDE TO THE TOP OF
 BP0945'THE RIM ROCK, THENCE CONTINUE E TO THE TOP OF THE HILL
 BP0945'AND STATION, ABOUT AN HOUR PACK FROM THE TRUCK.
 BP0945
 BP0945                          STATION RECOVERY (2003)
 BP0945
 BP0945'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2816 ***********************************************************************
 AB2816  PACS        -  This is a Primary Airport Control Station.
 AB2816  DESIGNATION -  SPS A
 AB2816  PID         -  AB2816
 AB2816  STATE/COUNTY-  TX/WICHITA
 AB2816  USGS QUAD   -  WICHITA FALLS EAST (1972)
 AB2816
 AB2816                         *CURRENT SURVEY CONTROL
 AB2816  ___________________________________________________________________
 AB2816* NAD 83(1993)-  33 59 19.66381(N)    098 29 50.88123(W)     ADJUSTED  
 AB2816* NAVD 88     -       304.80   (meters)    1000.0    (feet)  GPS OBS   
 AB2816  ___________________________________________________________________
 AB2816  X           -    -782,298.635 (meters)                     COMP
 AB2816  Y           -  -5,236,065.852 (meters)                     COMP
 AB2816  Z           -   3,545,571.270 (meters)                     COMP
 AB2816  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 AB2816  ELLIP HEIGHT-         277.49  (meters)          (10/24/00) GPS OBS
 AB2816  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AB2816
 AB2816  HORZ ORDER  -  B
 AB2816  ELLP ORDER  -  FOURTH    CLASS II
 AB2816
 AB2816.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 AB2816
 AB2816.The horizontal coordinates were established by GPS observations
 AB2816.and adjusted by the National Geodetic Survey in February 1996..
 AB2816
 AB2816.The orthometric height was determined by GPS observations and a
 AB2816.high-resolution geoid model.
 AB2816
 AB2816.GPS derived orthometric heights for airport stations designated as
 AB2816.PACS or SACS are published to 2 decimal places.  This maintains
 AB2816.centimeter relative accuracy between the PACS and SACS.  It does
 AB2816.not indicate centimeter accuracy relative to other marks which are
 AB2816.part of the NAVD 88 network.
 AB2816
 AB2816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2816
 AB2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2816
 AB2816.The ellipsoidal height was determined by GPS observations
 AB2816.and is referenced to NAD 83.
 AB2816
 AB2816.The geoid height was determined by GEOID03.
 AB2816
 AB2816;                    North         East     Units Scale Factor Converg.
 AB2816;SPC TXNC     - 2,257,514.130   600,234.042   MT  1.00000625   +0 00 05.0
 AB2816;SPC TXNC     - 7,406,527.61  1,969,267.85   sFT  1.00000625   +0 00 05.0
 AB2816;UTM  14      - 3,761,027.436   546,414.150   MT  0.99962656   +0 16 51.4
 AB2816
 AB2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2816!SPC TXNC     -   0.99995644  x   1.00000625  =   0.99996269
 AB2816!UTM  14      -   0.99995644  x   0.99962656  =   0.99958302
 AB2816
 AB2816:                Primary Azimuth Mark                     Grid Az
 AB2816:SPC TXNC     -  SPS ARP 2                                130 00 38.0
 AB2816:UTM  14      -  SPS ARP 2                                129 43 51.6
 AB2816
 AB2816|---------------------------------------------------------------------|
 AB2816| PID    Reference Object                     Distance      Geod. Az  |
 AB2816|                                                           dddmmss.s |
 AB2816| AB6411 SPS ARP 2                           APPROX. 0.6 KM 1300043.0 |
 AB2816| AB6412 SPS ARP                             APPROX. 0.9 KM 1485659.9 |
 AB2816|---------------------------------------------------------------------|
 AB2816
 AB2816                          SUPERSEDED SURVEY CONTROL
 AB2816
 AB2816  ELLIP H (02/20/96)  277.55   (m)                       GP(       ) 1 1
 AB2816
 AB2816.Superseded values are not recommended for survey control.
 AB2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2816.See file dsdata.txt to determine how the superseded data were derived.
 AB2816
 AB2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4641461027(NAD 83)
 AB2816_MARKER: I = METAL ROD
 AB2816_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2816_STAMPING: SPS A 1995
 AB2816_MARK LOGO: NGS   
 AB2816_PROJECTION: FLUSH
 AB2816_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2816+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1997
 AB2816_ROD/PIPE-DEPTH: 5.0  meters
 AB2816_SLEEVE-DEPTH  : 1 meters
 AB2816
 AB2816  HISTORY     - Date     Condition        Report By
 AB2816  HISTORY     - 1994     MONUMENTED       NGS
 AB2816  HISTORY     - 19970305 GOOD             NGS
 AB2816
 AB2816                          STATION DESCRIPTION
 AB2816
 AB2816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2816'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF IOWA PARK, 4.2
 AB2816'MI (6.8 KM) NORTH OF DOWNTOWN WICHITA FALLS, ON THE SHEPPARD AIR FORCE
 AB2816'BASE (A.K.A.  WICHITA FALLS MUNICIPAL AIRPORT) AND NORTH OF THE MOST
 AB2816'NORTHERLY LDIN STROBE LIGHT NORTH OF APPROACH END OF RUNWAY 17.
 AB2816'OWNERSHIP---UNITED STATES AIR FORCE, SHEPPARD AFB, WICHITA FALLS, TX
 AB2816'76311.  CONTACT MR.  CLARY AT BASE OPERATIONS FOR CLEARANCE, ESCORT IS
 AB2816'REQUIRED.  PHONE-- (817) 676-7119 OR (817) 676-6474.  TO REACH THE
 AB2816'STATION FROM THE JUCTION OF STATE HIGHWAYS 325, 240 AND THE MAIN GATE
 AB2816'OF SHEPPARD AFB (ON THE NORTH SIDE OF WICHITA FALLS) , GO NORTH
 AB2816'THROUGH THE MAIN GATE AND ON E AVENUE FOR 0.5 MI (0.8 KM) TO A
 AB2816'INTERSECTION.  TURN RIGHT AND GO EAST ON 5TH STREET FOR 0.5 MI (0.8
 AB2816'KM) TO A INTERSECTION.  TURN LEFT AND GO NORTH ON J AVENUE FOR 0.1 MI
 AB2816'(0.2 KM) TO BASE OPERATIONS ON THE RIGHT (SEE BELOW) . CONTINUE AHEAD
 AB2816'AND GO NORTH ON J AVENUE FOR 0.4 MI (0.6 KM) TO A T-JUCTION.  TURN
 AB2816'RIGHT AND GO EAST ON 10TH STREET FOR 0.2 MI (0.3 KM) TO THE JUCTION OF
 AB2816'K AVENUE (AREA NOW UNDER CONSTRUCTION) .  TURN LEFT AND GO NORTH ON K
 AB2816'AVENUE FOR 0.15 MI (0.24 KM) TO A TAXIWAY CROSSING THE ROAD (JUST PAST
 AB2816'CONTROL TOWER) .  TURN RIGHT AND GO NORTHEAST ON THE TAXIWAY (E) FOR
 AB2816'0.45 MI (0.72 KM) CROSSING THE APPROACH END OF RUNWAY 17 TO A
 AB2816'T-JUCTION.  TURN LEFT AND GO NORTHWEST ON TAXIWAY (D) FOR 0.04 MI
 AB2816'(0.06 KM) TO THE STATION ON THE TOP OF A RISE ON THE LEFT.  THE
 AB2816'STATION IS 156.0 FT (47.5 M) NORTH OF THE MOST NORTHERN LDIN STROBE
 AB2816'LIGHT, 0.0 FT (0.0 CM) SOUTHWEST OF THE SOUTHWEST EDGE OF THE PARALLEL
 AB2816'TAXIWAY (D) AND 0.0 FT (0.0 CM) FROM A WITNESS. NOTE--BUILDING 1360
 AB2816'BASE OPERATIONS.  TURN RIGHT INTO PARKING LOT JUST BEFORE SIGN 1360.
 AB2816'GO INTO DOOR NUMBER 1 AND DOWN THE HALLWAY TO A RAMP RIGHT WITH YELLOW
 AB2816'HAND RAILS.  TURN RIGHT AND GO UP NARROW HALLWAY TO A DOOR RIGHT (2ND
 AB2816'FROM FAR END) BASE OPERATIONS.
 AB2816
 AB2816                          STATION RECOVERY (1997)
 AB2816
 AB2816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB2816'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  CONTACT MR. FLOYD
 AB2816'SMITH (AIRPORT MANAGER) AT BASE OPERATIONS FOR CLEARANCE, ESCORT IS
 AB2816'REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6412 ***********************************************************************
 AB6412  SACS        -  This is a Secondary Airport Control Station.
 AB6412  DESIGNATION -  SPS ARP
 AB6412  PID         -  AB6412
 AB6412  STATE/COUNTY-  TX/WICHITA
 AB6412  USGS QUAD   -  WICHITA FALLS EAST (1972)
 AB6412
 AB6412                         *CURRENT SURVEY CONTROL
 AB6412  ___________________________________________________________________
 AB6412* NAD 83(1993)-  33 58 55.98113(N)    098 29 33.76594(W)     ADJUSTED  
 AB6412* NAVD 88     -       304.70   (meters)     999.7    (feet)  GPS OBS   
 AB6412  ___________________________________________________________________
 AB6412  X           -    -781,924.386 (meters)                     COMP
 AB6412  Y           -  -5,236,534.094 (meters)                     COMP
 AB6412  Z           -   3,544,966.127 (meters)                     COMP
 AB6412  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AB6412  ELLIP HEIGHT-         277.38  (meters)          (07/24/01) GPS OBS
 AB6412  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AB6412
 AB6412  HORZ ORDER  -  FIRST
 AB6412  ELLP ORDER  -  FOURTH    CLASS I
 AB6412
 AB6412.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 AB6412
 AB6412.The horizontal coordinates were established by GPS observations
 AB6412.and adjusted by the National Geodetic Survey in August 1996..
 AB6412
 AB6412.The orthometric height was determined by GPS observations and a
 AB6412.high-resolution geoid model.
 AB6412
 AB6412.GPS derived orthometric heights for airport stations designated as
 AB6412.PACS or SACS are published to 2 decimal places.  This maintains
 AB6412.centimeter relative accuracy between the PACS and SACS.  It does
 AB6412.not indicate centimeter accuracy relative to other marks which are
 AB6412.part of the NAVD 88 network.
 AB6412
 AB6412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6412
 AB6412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6412
 AB6412.The ellipsoidal height was determined by GPS observations
 AB6412.and is referenced to NAD 83.
 AB6412
 AB6412.The geoid height was determined by GEOID03.
 AB6412
 AB6412;                    North         East     Units Scale Factor Converg.
 AB6412;SPC TXNC     - 2,256,784.443   600,673.373   MT  1.00000437   +0 00 14.3
 AB6412;SPC TXNC     - 7,404,133.63  1,970,709.22   sFT  1.00000437   +0 00 14.3
 AB6412;UTM  14      - 3,760,300.177   546,856.868   MT  0.99962706   +0 17 00.8
 AB6412
 AB6412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6412!SPC TXNC     -   0.99995646  x   1.00000437  =   0.99996083
 AB6412!UTM  14      -   0.99995646  x   0.99962706  =   0.99958353
 AB6412
 AB6412:                Primary Azimuth Mark                     Grid Az
 AB6412:SPC TXNC     -  SPS A                                    328 56 55.2
 AB6412:UTM  14      -  SPS A                                    328 40 08.7
 AB6412
 AB6412|---------------------------------------------------------------------|
 AB6412| PID    Reference Object                     Distance      Geod. Az  |
 AB6412|                                                           dddmmss.s |
 AB6412| AB2816 SPS A                               APPROX. 0.9 KM 3285709.5 |
 AB6412|---------------------------------------------------------------------|
 AB6412
 AB6412                          SUPERSEDED SURVEY CONTROL
 AB6412
 AB6412  ELLIP H (08/29/96)  277.44   (m)                       GP(       ) 4 1
 AB6412
 AB6412.Superseded values are not recommended for survey control.
 AB6412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6412.See file dsdata.txt to determine how the superseded data were derived.
 AB6412
 AB6412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4685760300(NAD 83)
 AB6412_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6412_STAMPING: ARP 1960
 AB6412_MARK LOGO: CGS   
 AB6412_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6412+STABILITY: SURFACE MOTION
 AB6412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6412+SATELLITE: SATELLITE OBSERVATIONS - December 27, 1994
 AB6412
 AB6412  HISTORY     - Date     Condition        Report By
 AB6412  HISTORY     - 1960     MONUMENTED       CGS
 AB6412  HISTORY     - 19880615 GOOD             NGS
 AB6412  HISTORY     - 19941227 GOOD             NGS
 AB6412  HISTORY     - 19941227 GOOD             NGS
 AB6412
 AB6412                          STATION DESCRIPTION
 AB6412
 AB6412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AB6412'THE MARK IS LOCATED ABOUT 900 FT (274.3 M) E OF THE N END OF RUNWAY
 AB6412'17-35, ALONG THE NE EDGE OF THE TAXIWAY WHICH PARALLELS RUNWAY
 AB6412'15R-33L, 350 FT (106.7 M) SE OF THE JUNCTION OF A NE-SW TAXIWAY AND
 AB6412'THE PARALLEL TAXIWAY, 51.4 FT (15.7 M) SE OF A TAXIWAY LIGHT, AND 2.9
 AB6412'FT (0.9 M) NE OF THE NE EDGE OF THE TAXIWAY.  THE MARK IS A STANDARD
 AB6412'TOPOGRAPHIC DISK STAMPED ARP 1960, SET IN THE TOP OF A CONCRETE POST
 AB6412'FLUSH WITH THE GROUND SURFACE.
 AB6412
 AB6412                          STATION RECOVERY (1994)
 AB6412
 AB6412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6412'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF IOWA PARK, 4.2
 AB6412'MI (6.8 KM) NORTH OF DOWNTOWN WICHITA FALLS AND ON THE SHEPPARD AIR
 AB6412'FORCE BASE, A.K.A.  WICHITA FALLS MUNICIPAL AIRPORT .
 AB6412'OWNERSHIP---UNITED STATES AIR FORCE, SHEPPARD AFB, WICHITA FALLS, TX
 AB6412'76311.  CONTACT MR.  CLARY AT BASE OPERATIONS FOR CLEARANCE, ESCORT IS
 AB6412'REQUIRED.  PHONE-- (817) 676-2180 OR (817) 676-6474.  TO REACH THE
 AB6412'STATION FROM THE JUNCTION OF STATE HIGHWAYS 325, 240 AND THE MAIN GATE
 AB6412'OF SHEPPARD AFB, ON THE NORTH SIDE OF WICHITA FALLS.  GO NORTH THROUGH
 AB6412'THE MAIN GATE ON E AVENUE FOR 0.5 MI (0.8 KM) TO AN INTERSECTION.
 AB6412'TURN RIGHT AND GO EAST ON 5TH STREET FOR 0.5 MI (0.8 KM) TO AN
 AB6412'INTERSECTION.  TURN LEFT AND GO NORTH ON J AVENUE FOR 0.1 MI (0.2 KM)
 AB6412'TO BASE OPERATIONS ON THE RIGHT (SEE BELOW) . CONTINUE NORTH ON J
 AB6412'AVENUE FOR 0.4 MI (0.6 KM) TO A T-INTERSECTION. TURN RIGHT AND GO EAST
 AB6412'ON 10TH STREET FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF K AVENUE.  TURN
 AB6412'LEFT AND GO NORTH ON K AVENUE FOR 0.15 MI (0.24 KM) TO A TAXIWAY
 AB6412'CROSSING THE ROAD, JUST PAST THE CONTROL TOWER.  TURN RIGHT AND GO
 AB6412'NORTHEAST ON TAXIWAY E FOR 0.45 MI (0.72 KM) CROSSING THE APPROACH END
 AB6412'OF RUNWAY 17 TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTHEAST ON
 AB6412'TAXIWAY D FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE
 AB6412'STATION IS FLUSH WITH THE GROUND, 350.0 FT (106.7 M) SOUTHEAST OF THE
 AB6412'JUNCTION OF A NE-SW TAXIWAY E AND THE PARALLEL TAXIWAY D, 51.4 FT
 AB6412'(15.7 M) SOUTHEAST OF A TAXIWAY LIGHT AND 2.9 FT (0.9 M) NORTHEAST OF
 AB6412'THE NORTHEAST EDGE OF PARALLEL TAXIWAY D.  NOTE--BUILDING 1360 BASE
 AB6412'OPERATIONS.  TURN RIGHT INTO PARKING LOT JUST BEFORE SIGN 1360.  GO
 AB6412'INTO DOOR NUMBER 1 AND DOWN THE HALLWAY TO A RAMP ON THE RIGHT WITH
 AB6412'YELLOW HAND RAILS.  TURN RIGHT AND GO UP NARROW HALLWAY TO A DOOR
 AB6412'RIGHT, 2ND FROM FAR END.
 AB6412
 AB6412                          STATION RECOVERY (1994)
 AB6412
 AB6412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6412'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6411 ***********************************************************************
 AB6411  SACS        -  This is a Secondary Airport Control Station.
 AB6411  DESIGNATION -  SPS ARP 2
 AB6411  PID         -  AB6411
 AB6411  STATE/COUNTY-  TX/WICHITA
 AB6411  USGS QUAD   -  WICHITA FALLS EAST (1972)
 AB6411
 AB6411                         *CURRENT SURVEY CONTROL
 AB6411  ___________________________________________________________________
 AB6411* NAD 83(1993)-  33 59 06.44929(N)    098 29 31.98467(W)     ADJUSTED  
 AB6411* NAVD 88     -       299.46   (meters)     982.5    (feet)  GPS OBS   
 AB6411  ___________________________________________________________________
 AB6411  X           -    -781,851.898 (meters)                     COMP
 AB6411  Y           -  -5,236,358.239 (meters)                     COMP
 AB6411  Z           -   3,545,230.666 (meters)                     COMP
 AB6411  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 AB6411  ELLIP HEIGHT-         272.15  (meters)          (07/24/01) GPS OBS
 AB6411  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AB6411
 AB6411  HORZ ORDER  -  FIRST
 AB6411  ELLP ORDER  -  FOURTH    CLASS I
 AB6411
 AB6411.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 AB6411
 AB6411.The horizontal coordinates were established by GPS observations
 AB6411.and adjusted by the National Geodetic Survey in August 1996..
 AB6411
 AB6411.The orthometric height was determined by GPS observations and a
 AB6411.high-resolution geoid model.
 AB6411
 AB6411.GPS derived orthometric heights for airport stations designated as
 AB6411.PACS or SACS are published to 2 decimal places.  This maintains
 AB6411.centimeter relative accuracy between the PACS and SACS.  It does
 AB6411.not indicate centimeter accuracy relative to other marks which are
 AB6411.part of the NAVD 88 network.
 AB6411
 AB6411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6411
 AB6411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6411
 AB6411.The ellipsoidal height was determined by GPS observations
 AB6411.and is referenced to NAD 83.
 AB6411
 AB6411.The geoid height was determined by GEOID03.
 AB6411
 AB6411;                    North         East     Units Scale Factor Converg.
 AB6411;SPC TXNC     - 2,257,106.990   600,719.071   MT  1.00000520   +0 00 15.3
 AB6411;SPC TXNC     - 7,405,191.85  1,970,859.15   sFT  1.00000520   +0 00 15.3
 AB6411;UTM  14      - 3,760,622.821   546,900.975   MT  0.99962712   +0 17 01.8
 AB6411
 AB6411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6411!SPC TXNC     -   0.99995728  x   1.00000520  =   0.99996248
 AB6411!UTM  14      -   0.99995728  x   0.99962712  =   0.99958441
 AB6411
 AB6411:                Primary Azimuth Mark                     Grid Az
 AB6411:SPC TXNC     -  SPS A                                    310 00 38.3
 AB6411:UTM  14      -  SPS A                                    309 43 51.8
 AB6411
 AB6411|---------------------------------------------------------------------|
 AB6411| PID    Reference Object                     Distance      Geod. Az  |
 AB6411|                                                           dddmmss.s |
 AB6411| AB2816 SPS A                               APPROX. 0.6 KM 3100053.6 |
 AB6411|---------------------------------------------------------------------|
 AB6411
 AB6411                          SUPERSEDED SURVEY CONTROL
 AB6411
 AB6411  ELLIP H (08/29/96)  272.21   (m)                       GP(       ) 4 1
 AB6411
 AB6411.Superseded values are not recommended for survey control.
 AB6411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6411.See file dsdata.txt to determine how the superseded data were derived.
 AB6411
 AB6411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4690160623(NAD 83)
 AB6411_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6411_STAMPING: ARP 2 1968
 AB6411_MARK LOGO: CGS   
 AB6411_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6411+STABILITY: SURFACE MOTION
 AB6411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6411+SATELLITE: SATELLITE OBSERVATIONS - December 27, 1994
 AB6411
 AB6411  HISTORY     - Date     Condition        Report By
 AB6411  HISTORY     - 1968     MONUMENTED       CGS
 AB6411  HISTORY     - 19880615 GOOD             NGS
 AB6411  HISTORY     - 19941227 GOOD             NGS
 AB6411  HISTORY     - 19941227 GOOD             NGS
 AB6411
 AB6411                          STATION DESCRIPTION
 AB6411
 AB6411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AB6411'THE STATION IS LOCATED IN THE LOW GRASSY AREA BETWEEN RUNWAY 15R/33L
 AB6411'AND A TAXIWAY PARALLELING THE RUNWAY FROM END TO END AND IN THE
 AB6411'NORTHERN HALF OF THE MIDDLE GRASSY AREA.  IT IS 582.8 FT (177.6 M)
 AB6411'SOUTH OF THE SOUTH EDGE OF THE SHOULDER ALONG THE EAST-WEST TAXIWAY,
 AB6411'535.8 FT (163.3 M) EAST NORTHEAST OF THE NORTHEAST EDGE OF THE
 AB6411'SHOULDER ALONG THE NORTHWEST-SOUTHEAST TAXIWAY, 246.6 FT (75.2 M)
 AB6411'SOUTHWEST OF DAYLIGHT RUNWAY MARKER 6/7, 76.0 FT (23.2 M) NORTH
 AB6411'NORTHWEST OF A STEEL MANHOLE COVER SET IN A CONCRETE BASE AND MID
 AB6411'POINT BETWEEN TWO STEEL WITNESS POSTS WHICH ARE 10 FT (3.0 M) APART
 AB6411'AND ARE NORTH AND SOUTH OF THE STATION.  THE STATION IS A STANDARD
 AB6411'TOPOGRAPHICAL DISK STAMPED ARP 2 1968, SET IN THE TOP OF A CONCRETE
 AB6411'POST AND FLUSH WITH THE SURFACE.
 AB6411
 AB6411                          STATION RECOVERY (1994)
 AB6411
 AB6411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6411'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF IOWA PARK, 4.2
 AB6411'MI (6.8 KM) NORTH OF DOWNTOWN WICHITA FALLS AND ON THE SHEPPARD AIR
 AB6411'FORCE BASE, A.K.A.  WICHITA FALLS MUNICIPAL AIRPORT, IN THE LOW GRASSY
 AB6411'AREA BETWEEN RUNWAY 15R/33L AND A TAXIWAY PARALLELING THE RUNWAY FROM
 AB6411'END TO END AND IN THE NORTHERN HALF OF THE MIDDLE GRASSY AREA.
 AB6411'OWNERSHIP---UNITED STATES AIR FORCE, SHEPPARD AFB, WICHITA FALLS, TX
 AB6411'76311.  CONTACT MR.  CLARY AT BASE OPERATIONS FOR CLEARANCE, ESCORT IS
 AB6411'REQUIRED.  PHONE-- (817) 676-2180 OR (817) 676-6474.  TO REACH THE
 AB6411'STATION FROM THE JUNCTION OF STATE HIGHWAYS 325, 240 AND THE MAIN GATE
 AB6411'OF SHEPPARD AFB, ON THE NORTH SIDE OF WICHITA FALLS, GO NORTH THROUGH
 AB6411'THE MAIN GATE AND ON E AVENUE FOR 0.5 MI (0.8 KM) TO AN INTERSECTION.
 AB6411'TURN RIGHT AND GO EAST ON 5TH STREET FOR 0.5 MI (0.8 KM) TO AN
 AB6411'INTERSECTION.  TURN LEFT AND GO NORTH ON J AVENUE FOR 0.1 MI (0.2 KM)
 AB6411'TO THE BASE OPERATIONS BUILDING ON THE RIGHT, SEE BELOW.  CONTINUE
 AB6411'AHEAD AND GO NORTH ON J AVENUE FOR 0.4 MI (0.6 KM) TO A T-JUNCTION.
 AB6411'TURN RIGHT AND GO EAST ON 10TH STREET FOR 0.2 MI (0.3 KM) TO THE
 AB6411'JUNCTION OF K AVENUE.  TURN LEFT AND GO NORTH ON K AVENUE FOR 0.15 MI
 AB6411'(0.24 KM) TO A TAXIWAY CROSSING THE ROAD, JUST PAST THE CONTROL TOWER.
 AB6411'TURN RIGHT AND GO NORTHEAST ON TAXIWAY E FOR 0.45 MI (0.72 KM)
 AB6411'CROSSING THE APPROACH END OF RUNWAY 17 TO A T-JUNCTION.  TURN LEFT AND
 AB6411'GO NORTHWEST ON TAXIWAY D FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF
 AB6411'TAXIWAYS D AND G.  TURN RIGHT AND GO NORTHEAST ALONG THE SOUTHEAST
 AB6411'EDGE OF TAXIWAY G FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 AB6411'THE STATION IS 582 FT (177.4 M) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AB6411'TAXIWAY, 535.5 FT (163.2 M) NORTHEAST OF THE NORTHEAST EDGE OF
 AB6411'TAXIWAY, 246.5 FT (75.1 M) SOUTHWEST OF DAYLIGHT RUNWAY MARKER 6/7,
 AB6411'76.0 FT (23.2 M) NORTH NORTHWEST OF A STEEL MANHOLE COVER SET IN A
 AB6411'CONCRETE BASE AND 0.0 FT (0.0 CM) FROM A WITNESS POST. *NOTE--BUILDING
 AB6411'1360 BASE OPERATIONS. TURN RIGHT INTO PARKING LOT JUST BEFORE SIGN
 AB6411'1360.  GO INTO DOOR NUMBER 1 AND DOWN THE HALLWAY TO A RAMP RIGHT WITH
 AB6411'YELLOW HAND RAILS.  TURN RIGHT AND GO UP A NARROW HALLWAY TO A DOOR
 AB6411'RIGHT, 2ND FROM FAR END.
 AB6411
 AB6411                          STATION RECOVERY (1994)
 AB6411
 AB6411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6411'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6424 ***********************************************************************
 AB6424  DESIGNATION -  SPS STA A
 AB6424  PID         -  AB6424
 AB6424  STATE/COUNTY-  TX/WICHITA
 AB6424  USGS QUAD   -  THORNBERRY (1972)
 AB6424
 AB6424                         *CURRENT SURVEY CONTROL
 AB6424  ___________________________________________________________________
 AB6424* NAD 83(1993)-  34 00 14.11534(N)    098 29 56.51516(W)     ADJUSTED  
 AB6424* NAVD 88     -       303.9    (meters)     997.     (feet)  GPS OBS   
 AB6424  ___________________________________________________________________
 AB6424  X           -    -782,302.892 (meters)                     COMP
 AB6424  Y           -  -5,235,115.910 (meters)                     COMP
 AB6424  Z           -   3,546,961.802 (meters)                     COMP
 AB6424  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 AB6424  ELLIP HEIGHT-         276.59  (meters)          (07/24/01) GPS OBS
 AB6424  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AB6424
 AB6424  HORZ ORDER  -  FIRST
 AB6424  ELLP ORDER  -  FOURTH    CLASS I
 AB6424
 AB6424.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 AB6424
 AB6424.The horizontal coordinates were established by GPS observations
 AB6424.and adjusted by the National Geodetic Survey in August 1996..
 AB6424
 AB6424.The orthometric height was determined by GPS observations and a
 AB6424.high-resolution geoid model.
 AB6424
 AB6424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6424
 AB6424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6424
 AB6424.The ellipsoidal height was determined by GPS observations
 AB6424.and is referenced to NAD 83.
 AB6424
 AB6424.The geoid height was determined by GEOID03.
 AB6424
 AB6424;                    North         East     Units Scale Factor Converg.
 AB6424;SPC TXNC     - 2,259,191.889   600,089.426   MT  1.00001060   +0 00 01.9
 AB6424;SPC TXNC     - 7,412,032.06  1,968,793.39   sFT  1.00001060   +0 00 01.9
 AB6424;UTM  14      - 3,762,703.829   546,261.407   MT  0.99962638   +0 16 48.6
 AB6424
 AB6424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6424!SPC TXNC     -   0.99995658  x   1.00001060  =   0.99996718
 AB6424!UTM  14      -   0.99995658  x   0.99962638  =   0.99958298
 AB6424
 AB6424                          SUPERSEDED SURVEY CONTROL
 AB6424
 AB6424  ELLIP H (08/29/96)  276.64   (m)                       GP(       ) 4 1
 AB6424
 AB6424.Superseded values are not recommended for survey control.
 AB6424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6424.See file dsdata.txt to determine how the superseded data were derived.
 AB6424
 AB6424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4626162704(NAD 83)
 AB6424_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6424_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6424_SP_SET: CONCRETE RUNWAY
 AB6424_STAMPING: AP 1960 STA A
 AB6424_MARK LOGO: CGS   
 AB6424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6424+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1995
 AB6424
 AB6424  HISTORY     - Date     Condition        Report By
 AB6424  HISTORY     - 1960     MONUMENTED       CGS
 AB6424  HISTORY     - 19880615 GOOD             NGS
 AB6424  HISTORY     - 19950819 GOOD             NGS
 AB6424
 AB6424                          STATION DESCRIPTION
 AB6424
 AB6424'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AB6424'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AB6424
 AB6424                          STATION RECOVERY (1988)
 AB6424
 AB6424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AB6424'THE MARK IS SET IN THE NE CORNER OF RUNWAY END 15R, 11.8 FT (3.6 M) SE
 AB6424'OF A THRESHOLE LIGHT, 1.0 FT (0.3 M) SE OF THE RUNWAY END AND 0.5 FT
 AB6424'(15.2 CM) SW OF THE NE EDGE OF THE RUNWAY.  THE MARK IS A STANDARD
 AB6424'TOPOGRAPHIC DISK STAMPED AP 1960 STA A SET IN A DRILL HOLE IN THE
 AB6424'CONCRETE RUNWAY.
 AB6424
 AB6424                          STATION RECOVERY (1995)
 AB6424
 AB6424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JCW)
 AB6424'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6417 ***********************************************************************
 AB6417  DESIGNATION -  SPS STA B
 AB6417  PID         -  AB6417
 AB6417  STATE/COUNTY-  TX/WICHITA
 AB6417  USGS QUAD   -  WICHITA FALLS EAST (1972)
 AB6417
 AB6417                         *CURRENT SURVEY CONTROL
 AB6417  ___________________________________________________________________
 AB6417* NAD 83(1993)-  33 58 13.76166(N)    098 28 58.87949(W)     ADJUSTED  
 AB6417* NAVD 88     -       304.4    (meters)     999.     (feet)  GPS OBS   
 AB6417  ___________________________________________________________________
 AB6417  X           -    -781,145.907 (meters)                     COMP
 AB6417  Y           -  -5,237,385.083 (meters)                     COMP
 AB6417  Z           -   3,543,887.157 (meters)                     COMP
 AB6417  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AB6417  ELLIP HEIGHT-         277.08  (meters)          (07/24/01) GPS OBS
 AB6417  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AB6417
 AB6417  HORZ ORDER  -  FIRST
 AB6417  ELLP ORDER  -  FOURTH    CLASS I
 AB6417
 AB6417.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 AB6417
 AB6417.The horizontal coordinates were established by GPS observations
 AB6417.and adjusted by the National Geodetic Survey in August 1996..
 AB6417
 AB6417.The orthometric height was determined by GPS observations and a
 AB6417.high-resolution geoid model.
 AB6417
 AB6417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6417
 AB6417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6417
 AB6417.The ellipsoidal height was determined by GPS observations
 AB6417.and is referenced to NAD 83.
 AB6417
 AB6417.The geoid height was determined by GEOID03.
 AB6417
 AB6417;                    North         East     Units Scale Factor Converg.
 AB6417;SPC TXNC     - 2,255,483.691   601,569.045   MT  1.00000107   +0 00 33.3
 AB6417;SPC TXNC     - 7,399,866.08  1,973,647.78   sFT  1.00000107   +0 00 33.3
 AB6417;UTM  14      - 3,759,004.298   547,758.539   MT  0.99962812   +0 17 20.0
 AB6417
 AB6417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6417!SPC TXNC     -   0.99995650  x   1.00000107  =   0.99995757
 AB6417!UTM  14      -   0.99995650  x   0.99962812  =   0.99958464
 AB6417
 AB6417                          SUPERSEDED SURVEY CONTROL
 AB6417
 AB6417  ELLIP H (08/29/96)  277.14   (m)                       GP(       ) 4 1
 AB6417
 AB6417.Superseded values are not recommended for survey control.
 AB6417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6417.See file dsdata.txt to determine how the superseded data were derived.
 AB6417
 AB6417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4775959004(NAD 83)
 AB6417_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6417_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6417_SP_SET: CONCRETE RUNWAY
 AB6417_STAMPING: SPS STA B
 AB6417_MARK LOGO: CGS   
 AB6417_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6417+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1995
 AB6417
 AB6417  HISTORY     - Date     Condition        Report By
 AB6417  HISTORY     - 1960     MONUMENTED       CGS
 AB6417  HISTORY     - 19880615 GOOD             NGS
 AB6417  HISTORY     - 19950819 GOOD             NGS
 AB6417
 AB6417                          STATION DESCRIPTION
 AB6417
 AB6417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AB6417'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AB6417
 AB6417                          STATION RECOVERY (1988)
 AB6417
 AB6417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AB6417'THE MARK IS LOCATED IS THE NE CORNER OF RUNWAY END 33L, 11.2 FT (3.4
 AB6417'M) N OF A THRESHOLD LIGHT, 0.5 FT (15.2 CM) SW OF THE NE EDGE OF THE
 AB6417'RUNWAY.  THE MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1960 STA
 AB6417'B, SET IN A DRILL HOLE IN THE CONCRETE RUNWAY.  NOTE, THE TOP OF THE
 AB6417'MARK HAS BEEN SCRAPED.
 AB6417
 AB6417                          STATION RECOVERY (1995)
 AB6417
 AB6417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JCW)
 AB6417'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6414 ***********************************************************************
 AB6414  DESIGNATION -  SPS STA C
 AB6414  PID         -  AB6414
 AB6414  STATE/COUNTY-  TX/WICHITA
 AB6414  USGS QUAD   -  WICHITA FALLS EAST (1972)
 AB6414
 AB6414                         *CURRENT SURVEY CONTROL
 AB6414  ___________________________________________________________________
 AB6414* NAD 83(1993)-  33 59 02.90914(N)    098 29 22.41193(W)     ADJUSTED  
 AB6414* NAVD 88     -       302.8    (meters)     993.     (feet)  GPS OBS   
 AB6414  ___________________________________________________________________
 AB6414  X           -    -781,618.286 (meters)                     COMP
 AB6414  Y           -  -5,236,457.548 (meters)                     COMP
 AB6414  Z           -   3,545,142.071 (meters)                     COMP
 AB6414  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 AB6414  ELLIP HEIGHT-         275.47  (meters)          (07/24/01) GPS OBS
 AB6414  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AB6414
 AB6414  HORZ ORDER  -  FIRST
 AB6414  ELLP ORDER  -  FOURTH    CLASS I
 AB6414
 AB6414.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 AB6414
 AB6414.The horizontal coordinates were established by GPS observations
 AB6414.and adjusted by the National Geodetic Survey in August 1996..
 AB6414
 AB6414.The orthometric height was determined by GPS observations and a
 AB6414.high-resolution geoid model.
 AB6414
 AB6414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6414
 AB6414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6414
 AB6414.The ellipsoidal height was determined by GPS observations
 AB6414.and is referenced to NAD 83.
 AB6414
 AB6414.The geoid height was determined by GEOID03.
 AB6414
 AB6414;                    North         East     Units Scale Factor Converg.
 AB6414;SPC TXNC     - 2,256,997.932   600,964.786   MT  1.00000492   +0 00 20.5
 AB6414;SPC TXNC     - 7,404,834.05  1,971,665.30   sFT  1.00000492   +0 00 20.5
 AB6414;UTM  14      - 3,760,515.005   547,147.126   MT  0.99962740   +0 17 07.2
 AB6414
 AB6414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6414!SPC TXNC     -   0.99995676  x   1.00000492  =   0.99996168
 AB6414!UTM  14      -   0.99995676  x   0.99962740  =   0.99958417
 AB6414
 AB6414                          SUPERSEDED SURVEY CONTROL
 AB6414
 AB6414  ELLIP H (08/29/96)  275.53   (m)                       GP(       ) 4 1
 AB6414
 AB6414.Superseded values are not recommended for survey control.
 AB6414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6414.See file dsdata.txt to determine how the superseded data were derived.
 AB6414
 AB6414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4714760515(NAD 83)
 AB6414_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6414_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6414_SP_SET: CONCRETE RUNWAY
 AB6414_STAMPING: AP 1960 STA C
 AB6414_MARK LOGO: CGS   
 AB6414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6414+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1995
 AB6414
 AB6414  HISTORY     - Date     Condition        Report By
 AB6414  HISTORY     - 1960     MONUMENTED       CGS
 AB6414  HISTORY     - 19820415 GOOD             NGS
 AB6414  HISTORY     - 19950819 GOOD             NGS
 AB6414
 AB6414                          STATION DESCRIPTION
 AB6414
 AB6414'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AB6414'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AB6414
 AB6414                          STATION RECOVERY (1982)
 AB6414
 AB6414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (GFS)
 AB6414'THE MARK IS SET IN THE NE EDGE OF RUNWAY 15R-33R, 5349 FT (1630.4 M)
 AB6414'NW OF THE SE END OF THE RUNWAY, 0.5 FT (15.2 CM) SW OF THE NE EDGE OF
 AB6414'THE RUNWAY AND ON AN APPROXIMATE LINE WITH A TAXIWAY LEADING NE FROM
 AB6414'RUNWAY END 17.  THE MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED AP
 AB6414'1960 STA C, SET IN A DRILL HOLE IN A CONCRETE RUNWAY.
 AB6414
 AB6414                          STATION RECOVERY (1995)
 AB6414
 AB6414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JCW)
 AB6414'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1184 ***********************************************************************
 CA1184  DESIGNATION -  SPUR
 CA1184  PID         -  CA1184
 CA1184  STATE/COUNTY-  TX/RUNNELS
 CA1184  USGS QUAD   -  BALLINGER (1967)
 CA1184
 CA1184                         *CURRENT SURVEY CONTROL
 CA1184  ___________________________________________________________________
 CA1184* NAD 83(1993)-  31 41 43.65073(N)    099 56 34.67198(W)     ADJUSTED  
 CA1184* NAVD 88     -       529.8    (meters)    1738.     (feet)  VERTCON   
 CA1184  ___________________________________________________________________
 CA1184  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CA1184  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 CA1184
 CA1184  HORZ ORDER  -  SECOND
 CA1184
 CA1184.The horizontal coordinates were established by classical geodetic methods
 CA1184.and adjusted by the National Geodetic Survey in February 1996..
 CA1184
 CA1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1184
 CA1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1184
 CA1184.The geoid height was determined by GEOID03.
 CA1184
 CA1184;                    North         East     Units Scale Factor Converg.
 CA1184;SPC TX C     - 3,224,973.575   737,006.841   MT  0.99995493   +0 12 03.8
 CA1184;SPC TX C     -10,580,600.80  2,417,996.61   sFT  0.99995493   +0 12 03.8
 CA1184;UTM  14      - 3,507,066.763   410,637.010   MT  0.99969849   -0 29 43.7
 CA1184
 CA1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1184!SPC TX C     -   0.99992075  x   0.99995493  =   0.99987569
 CA1184!UTM  14      -   0.99992075  x   0.99969849  =   0.99961927
 CA1184
 CA1184:                Primary Azimuth Mark                     Grid Az
 CA1184:SPC TX C     -  MICROWAVE TWR 2 S BALLINGER              007 31 30.5
 CA1184:UTM  14      -  MICROWAVE TWR 2 S BALLINGER              008 13 18.0
 CA1184
 CA1184|---------------------------------------------------------------------|
 CA1184| PID    Reference Object                     Distance      Geod. Az  |
 CA1184|                                                           dddmmss.s |
 CA1184| CA1181 MICROWAVE TWR 2 S BALLINGER         APPROX. 2.7 KM 0074334.3 |
 CA1184| CV6385 SPUR RM 1                            40.628 METERS 08924     |
 CA1184| CA1183 PONY                                APPROX. 7.9 KM 1701800.5 |
 CA1184| CV6386 SPUR RM 2                            44.826 METERS 18122     |
 CA1184| CA1191 BALLINGER W TEX UTIL RAD MAST       APPROX. 6.7 KM 3423144.7 |
 CA1184| CA1177 BALLINGER FIRST METH CH SPIRE       APPROX. 6.1 KM 3434925.0 |
 CA1184| CA1192 BALLINGER LONE STAR GAS MAST        APPROX. 6.9 KM 3474247.3 |
 CA1184| CA1178 BALLINGER TALLEST WATER TOWER       APPROX. 5.7 KM 3524031.4 |
 CA1184|---------------------------------------------------------------------|
 CA1184
 CA1184                          SUPERSEDED SURVEY CONTROL
 CA1184
 CA1184  NAD 83(1986)-  31 41 43.65775(N)    099 56 34.65781(W) AD(       ) 2
 CA1184  NAD 27      -  31 41 43.10757(N)    099 56 33.35254(W) AD(       ) 2
 CA1184  NGVD 29 (07/19/86)  529.7    (m)         1738.     (f) VERT ANG       
 CA1184
 CA1184.Superseded values are not recommended for survey control.
 CA1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1184.See file dsdata.txt to determine how the superseded data were derived.
 CA1184
 CA1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA1063707067(NAD 83)
 CA1184_MARKER: DD = SURVEY DISK
 CA1184_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1184+WITH SETTING: INFORMATION.
 CA1184_SP_SET: PREFABRICATED CONCRETE POST
 CA1184
 CA1184  HISTORY     - Date     Condition        Report By
 CA1184  HISTORY     - 1967     MONUMENTED       USGS
 CA1184
 CA1184                          STATION DESCRIPTION
 CA1184
 CA1184'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EEM)
 CA1184'THE STATION IS LOCATED ABOUT 3.2 MILES SOUTH OF BALLINGER
 CA1184'AND ABOUT 0.4 MILE WEST OF U.S. HIGHWAY 83, 135 FEET WEST
 CA1184'OF A FENCE CORNER, 5.5 FEET SOUTH OF AN EAST-WEST FENCE LINE
 CA1184'AND 5 FEET SOUTH OF A METAL WITNESS POST.
 CA1184'
 CA1184'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 CA1184'AND 83 IN BALLINGER, PROCEED SOUTH ALONG U.S. HIGHWAY 83 FOR
 CA1184'2.95 MILES TO GATE ON THE RIGHT (WEST).  TURN RIGHT THROUGH
 CA1184'GATE, ALONG TRACK ROAD FOR 0.3 MILE, GENERALLY SOUTHWEST
 CA1184'TO A FENCE CORNER AND GATE.  PASS THROUGH GATE TO THE STATION
 CA1184'SITE, 135 FEET WEST OF THE FENCE CORNER AND SOUTH OF THE FENCE.
 CA1184'
 CA1184'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1184'STEEL ROD DRIVEN TO POINT OF REFUSAL (7.5 FEET), CENTERED IN
 CA1184'A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1184'GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1184'SPUR ET 1967.
 CA1184'
 CA1184'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1184'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF
 CA1184'REFUSAL (7.5 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC
 CA1184'CASING 12 INCHES LONG, FILLED WITH GRAVEL.  1.5 FEET SOUTH
 CA1184'AND 2.0 FEET WEST OF A FENCE CORNER.  THE TABLET IS SET
 CA1184'FLUSH WITH GROUND AND STAMPED NO 1 SPUR ET 1967.
 CA1184'
 CA1184'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1184'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF
 CA1184'REFUSAL (5.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC
 CA1184'CASING 12 INCHES LONG, FILLED WITH GRAVEL.  ABOUT 8 FEET
 CA1184'EAST OF A MESQUITE TREE AND WEST OF A TRACK ROAD.  THE TABLET
 CA1184'IS SET FLUSH WITH GROUND AND STAMPED NO 2 SPUR ET 1967.
 CA1184'
 CA1184'DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED.
 CA1184'
 CA1184'STATION PONY ET, 4.9 MILES SOUTH-SOUTHEAST, IS VISIBLE FROM
 CA1184'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0966 ***********************************************************************
 AV0966  DESIGNATION -  SPUR USE 1909
 AV0966  PID         -  AV0966
 AV0966  STATE/COUNTY-  TX/JEFFERSON
 AV0966  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0966
 AV0966                         *CURRENT SURVEY CONTROL
 AV0966  ___________________________________________________________________
 AV0966* NAD 83(1993)-  29 56 45.18983(N)    093 56 58.12991(W)     ADJUSTED  
 AV0966* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AV0966  ___________________________________________________________________
 AV0966  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0966  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AV0966
 AV0966  HORZ ORDER  -  SECOND
 AV0966
 AV0966.The horizontal coordinates were established by classical geodetic methods
 AV0966.and adjusted by the National Geodetic Survey in February 1996..
 AV0966
 AV0966.The orthometric height was scaled from a topographic map.
 AV0966
 AV0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0966
 AV0966.The geoid height was determined by GEOID03.
 AV0966
 AV0966;                    North         East     Units Scale Factor Converg.
 AV0966;SPC TXSC     - 4,244,656.191 1,087,379.446   MT  0.99991993   +2 28 27.5
 AV0966;SPC TXSC     -13,926,009.52  3,567,510.73   sFT  0.99991993   +2 28 27.5
 AV0966;SPC TX C     - 3,048,633.925 1,315,980.679   MT  1.00004997   +3 17 17.0
 AV0966;SPC TX C     -10,002,059.80  4,317,513.28   sFT  1.00004997   +3 17 17.0
 AV0966;SPC LA S     -   163,150.942   747,481.427   MT  0.99992620   -1 18 29.2
 AV0966;SPC LA S     -   535,271.05  2,452,361.98   sFT  0.99992620   -1 18 29.2
 AV0966;UTM  15      - 3,313,168.116   408,373.038   MT  0.99970358   -0 28 26.4
 AV0966
 AV0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0966!SPC TXSC     -   1.00000397  x   0.99991993  =   0.99992390
 AV0966!SPC TX C     -   1.00000397  x   1.00004997  =   1.00005395
 AV0966!SPC LA S     -   1.00000397  x   0.99992620  =   0.99993017
 AV0966!UTM  15      -   1.00000397  x   0.99970358  =   0.99970755
 AV0966
 AV0966                          SUPERSEDED SURVEY CONTROL
 AV0966
 AV0966  NAD 83(1993)-  29 56 45.18931(N)    093 56 58.12987(W) AD(       ) 2
 AV0966  NAD 83(1986)-  29 56 45.20892(N)    093 56 58.11266(W) AD(       ) 2
 AV0966  NAD 27      -  29 56 44.43730(N)    093 56 57.49015(W) AD(       ) 2
 AV0966
 AV0966.Superseded values are not recommended for survey control.
 AV0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0966.See file dsdata.txt to determine how the superseded data were derived.
 AV0966
 AV0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0837313168(NAD 83)
 AV0966_MARKER: I = METAL ROD
 AV0966_SETTING: 0 = UNSPECIFIED SETTING
 AV0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0966
 AV0966  HISTORY     - Date     Condition        Report By
 AV0966  HISTORY     - 1931     MONUMENTED       USE
 AV0966  HISTORY     - 1959     SEE DESCRIPTION  USE
 AV0966  HISTORY     - 19940902 GOOD             USPSQD
 AV0966  HISTORY     - 20010331 GOOD             NGS
 AV0966  HISTORY     - 20010331 GOOD             NGS
 AV0966  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AV0966  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 AV0966
 AV0966                          STATION DESCRIPTION
 AV0966
 AV0966'DESCRIBED BY US ENGINEERS 1931 (FLG)
 AV0966'ABOUT 5 MILES N OF PORT ARTHUR (7.3 MILES BY ROAD FROM BUSINESS
 AV0966'DISTRICT), 3 MILES SE OF NEDERLAND, ON S SIDE OF HIGHWAY 8,
 AV0966'49.65 FEET E OF E RAIL OF SINGLE-TRACK BRANCH OF KANSAS CITY
 AV0966'SOUTHERN RAILWAY TO PORT NECHES, 16.7 FEET NE OF SECOND
 AV0966'POWER-TRANSMISSION-LINE POLE S OF STATION DOORNBOS, AND
 AV0966'43.861 METERS (143.90 FEET) S 18 DEG 08 MIN W FROM STATION DOORNBOS.
 AV0966'
 AV0966'STATION IS MARKED BY A 3-INCH, UNCAPPED, IRON PIPE FILLED
 AV0966'WITH CONCRETE AND LEAD-CENTERED.  PIPE IS FIRM IN GROUND AND
 AV0966'PROJECTS 1 FOOT ABOVE GROUND.  A SIMILAR MARK, EXCEPT THAT
 AV0966'IT IS LOOSE IN GROUND, IS 3.75 FEET S OF PRIMARY TRAVERSE
 AV0966'STATION 63M (U.S.G.S.).
 AV0966
 AV0966                          STATION RECOVERY (1959)
 AV0966
 AV0966'RECOVERY NOTE BY US ENGINEERS 1959 (AVO)
 AV0966'STATION DESTROYED.  PIPELINE NOW RUNS THROUGH AREA OF SPUR
 AV0966'AND TRIANGULATION DOORNBOS.
 AV0966
 AV0966                          STATION RECOVERY (1994)
 AV0966
 AV0966'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0966'RECOVERED IN GOOD CONDITION.
 AV0966
 AV0966                          STATION RECOVERY (2001)
 AV0966
 AV0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0966'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0966
 AV0966                          STATION RECOVERY (2001)
 AV0966
 AV0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0966'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0966
 AV0966                          STATION RECOVERY (2002)
 AV0966
 AV0966'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0966'MARK NOT FOUND.
 AV0966
 AV0966                          STATION RECOVERY (2004)
 AV0966
 AV0966'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6751 ***********************************************************************
 AW6751  DESIGNATION -  SPURCK
 AW6751  PID         -  AW6751
 AW6751  STATE/COUNTY-  TX/HARRIS
 AW6751  USGS QUAD   -  ALDINE (1995)
 AW6751
 AW6751                         *CURRENT SURVEY CONTROL
 AW6751  ___________________________________________________________________
 AW6751* NAD 83(1993)-  29 54 42.32127(N)    095 26 26.09143(W)     ADJUSTED  
 AW6751* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 AW6751  ___________________________________________________________________
 AW6751  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6751  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW6751
 AW6751  HORZ ORDER  -  FIRST
 AW6751
 AW6751.The horizontal coordinates were established by classical geodetic methods
 AW6751.and adjusted by the National Geodetic Survey in February 1996..
 AW6751
 AW6751.The orthometric height was scaled from a topographic map.
 AW6751
 AW6751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6751
 AW6751.The geoid height was determined by GEOID03.
 AW6751
 AW6751;                    North         East     Units Scale Factor Converg.
 AW6751;SPC TXSC     - 4,235,577.789   943,655.845   MT  0.99991377   +1 44 37.7
 AW6751;SPC TXSC     -13,896,224.80  3,095,977.55   sFT  0.99991377   +1 44 37.7
 AW6751;UTM  15      - 3,311,510.779   264,367.558   MT  1.00028509   -1 13 03.3
 AW6751
 AW6751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6751!SPC TXSC     -   0.99999978  x   0.99991377  =   0.99991355
 AW6751!UTM  15      -   0.99999978  x   1.00028509  =   1.00028487
 AW6751
 AW6751:                Primary Azimuth Mark                     Grid Az
 AW6751:SPC TXSC     -  HOUSTON RAD STA KLEE N MAST              055 36 33.2
 AW6751:UTM  15      -  HOUSTON RAD STA KLEE N MAST              058 34 14.2
 AW6751
 AW6751|---------------------------------------------------------------------|
 AW6751| PID    Reference Object                     Distance      Geod. Az  |
 AW6751|                                                           dddmmss.s |
 AW6751| AW6752 HOUSTON RAD STA KLEE N MAST         APPROX. 1.6 KM 0572110.9 |
 AW6751| AW6632 HUMBLE MUNICIPAL TANK               APPROX.19.3 KM 0605248.0 |
 AW6751| CV6807 SPURCK RM 2                          25.729 METERS 07941     |
 AW6751| AW6917 BARKER TRUNKLINE GAS CO MAST        APPROX.27.2 KM 2483359.8 |
 AW6751| AW6892 SOUTHWESTERN BELL TEL CO MAST       APPROX.15.6 KM 2565129.9 |
 AW6751| AW6891 SATSUMA HUMBLE PIPELINE TANK        APPROX.16.2 KM 2683641.0 |
 AW6751| AW6893 SATSUMA HUMBLE PIPELINE MAST        APPROX.17.1 KM 2701313.1 |
 AW6751| CV6805 SPURCK AZ MK                                       3270310.7 |
 AW6751| CV6806 SPURCK RM 1                          34.910 METERS 34920     |
 AW6751|---------------------------------------------------------------------|
 AW6751
 AW6751                          SUPERSEDED SURVEY CONTROL
 AW6751
 AW6751  NAD 83(1986)-  29 54 42.33592(N)    095 26 26.07315(W) AD(       ) 1
 AW6751  NAD 27      -  29 54 41.53085(N)    095 26 25.29279(W) AD(       ) 1
 AW6751
 AW6751.Superseded values are not recommended for survey control.
 AW6751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6751.See file dsdata.txt to determine how the superseded data were derived.
 AW6751
 AW6751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6436811511(NAD 83)
 AW6751_MARKER: DS = TRIANGULATION STATION DISK
 AW6751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6751
 AW6751  HISTORY     - Date     Condition        Report By
 AW6751  HISTORY     - 1942     MONUMENTED       CGS
 AW6751  HISTORY     - 1944     GOOD             HLPCO
 AW6751  HISTORY     - 1952     GOOD             CGS
 AW6751
 AW6751                          STATION DESCRIPTION
 AW6751
 AW6751'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6751'STATION IS LOCATED ABOUT 11 MILES NW OF THE CENTER OF THE
 AW6751'CITY OF HOUSTON IN THE BARNYARD OF A FARM OWNED BY MR. A.E.
 AW6751'SPURCK.  IT IS 165 FEET W OF THE CENTER LINE OF A MACADAM
 AW6751'ROAD, 73 FEET SW OF THE SW CORNER OF A SMALL UNPAINTED
 AW6751'BARN, 68 FEET E OF A SMALL POND, AND 4.5 FEET N OF A WHITE
 AW6751'REFERENCE POST.  IT IS STAMPED SPURCK 1942 AND PROJECTS 6
 AW6751'INCHES.
 AW6751'
 AW6751'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW6751'BRONZE DISKS SET IN CONCRETE.
 AW6751'
 AW6751'REFERENCE MARK NO. 1 IS N BY W OF THE STATION, 63 FEET NW
 AW6751'OF THE SMALL UNPAINTED BARN, 8 FEET E OF THE CENTER OF A
 AW6751'GATE, AND 1.5 FEET S OF A FENCE.  IT IS STAMPED SPURCK NO. 1
 AW6751'1942 AND PROJECTS 8 INCHES.
 AW6751'
 AW6751'REFERENCE MARK NO. 2 IS ENE OF THE STATION, 57 FEET S OF THE
 AW6751'BARN, AND 15 FEET E OF A FENCE CORNER.  IT IS STAMPED SPURCK
 AW6751'NO. 2 1942 AND PROJECTS 6 INCHES.
 AW6751'
 AW6751'THE AZIMUTH MARK IS NNW OF THE STATION, 82 FEET W OF THE
 AW6751'CENTER LINE OF THE MACADAM ROAD, 43 FEET SW OF A CATTLE GUARD
 AW6751'BRIDGE, 27 FEET S OF THE CENTER LINE OF A DIRT ROAD, AND
 AW6751'4 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED SPURCK 1942
 AW6751'AND PROJECTS 2 INCHES.
 AW6751'
 AW6751'TO REACH THE AZIMUTH MARK FROM THE STATION GO N BY W ON THE
 AW6751'MACADAM ROAD FOR 1.0 MILE TO A CATTLE GUARD BRIDGE AND MARK
 AW6751'ON THE LEFT.
 AW6751'
 AW6751'TO REACH THE STATION FROM THE TUNNEL ON U.S. HIGHWAY 75 IN
 AW6751'THE NW PART OF HOUSTON GO 2.3 MILES TO WHERE THE HIGHWAY
 AW6751'TURNS RIGHT.  TURN RIGHT (N) ON U.S. HIGHWAY 75 FOR 5.15 MILES
 AW6751'TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT (W) FOR 1.5 MILES,
 AW6751'OR FOR 1.2 MILES AFTER PASSING A BRICK SCHOOL BUILDING ON
 AW6751'THE RIGHT, TURN RIGHT (N) ON A MACADAM ROAD FOR 0.2 MILE TO
 AW6751'A FORKS, TAKE LEFT FORK (MACADAM ROAD NW) FOR 3.25 MILES TO
 AW6751'THE SPURCK HOME, A LARGE WHITE HOUSE WITH PILLARS, CONTINUE
 AW6751'FOR 0.05 MILE TO A GATE TO THE BARNYARD ON THE LEFT AND
 AW6751'STATION.
 AW6751'
 AW6751'A 90-FOOT SIGNAL AT HAFER, 90-FOOT SIGNAL AT GRIFFITH, 90-FOOT
 AW6751'SIGNAL AT BRACY, 90-FOOT SIGNAL AT WAYNE, 77-FOOT SIGNAL AT
 AW6751'WRIGHT, AND 90-FOOT SIGNAL AT LACKNER ARE VISIBLE AT 77 FEET.
 AW6751
 AW6751                          STATION RECOVERY (1944)
 AW6751
 AW6751'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1944
 AW6751'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 AW6751
 AW6751                          STATION RECOVERY (1952)
 AW6751
 AW6751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6751'THE STATION AND ALL MARKS WERE RECOVERED AND ARE IN GOOD
 AW6751'CONDITION.
 AW6751'
 AW6751'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW6751'
 AW6751'THE STATION IS LOCATED ABOUT 11.0 MILES NORTHWEST OF THE
 AW6751'CENTER OF HOUSTON AND 8.0 MILES SOUTH-SOUTHWEST OF WESTFIELD
 AW6751'IN A BARN LOT ON PROPERTY OWNED BY MR. A.E. SPURCK.  IT IS
 AW6751'165.0 FEET WEST OF THE CENTER OF AN OILED ROAD, 125.0 FEET
 AW6751'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL CATTLE SHED, 68.0
 AW6751'FEET EAST OF A SMALL POND, 8.0 FEET EAST OF A LANE FENCE AND
 AW6751'4.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS 3 INCHES AND
 AW6751'IS STAMPED SPURCK 1942.
 AW6751'
 AW6751'REFERENCE MARK NO. 1 IS LOCATED IN THE SAME BARN LOT AS THE
 AW6751'STATION AND 22.5 FEET EAST OF A LANE FENCE.  IT PROJECTS
 AW6751'5 INCHES AND IS STAMPED SPURCK NO 1 1952.
 AW6751'
 AW6751'REFERENCE MARK NO. 2 IS LOCATED IN THE SAME BARN LOT AS THE
 AW6751'STATION, 54.0 FEET WEST OF A FENCE, 27.0 FEET NORTH OF A
 AW6751'WILLOW TREE AND 13.0 FEET WEST OF A WILLOW TREE.  IT PROJECTS
 AW6751'3 INCHES AND IS STAMPED SPURCK NO 2 1942.
 AW6751'
 AW6751'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW6751'NO. 2 IS 142.72 FEET.
 AW6751'
 AW6751'THE AZIMUTH MARK IS 92.0 FEET WEST OF THE CENTER OF AN OILED
 AW6751'ROAD, 48.0 FEET WEST OF A TELEPHONE POLE, 24.0 FEET SOUTH OF THE
 AW6751'CENTER OF A SHELL ROAD, 4.0 FEET WEST OF A WITNESS POST
 AW6751'AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 2 INCHES AND
 AW6751'IS STAMPED SPURCK 1942.
 AW6751'
 AW6751'TO REACH THE STATION FROM THE POST OFFICE IN WESTFIELD, GO
 AW6751'NORTH ON THE MAIN STREET FOR 0.05 MILE TO A CROSSROAD, TURN
 AW6751'LEFT AND GO WEST ON AN OILED ROAD FOR 1.5 MILES TO U.S.
 AW6751'HIGHWAY NO. 75.  TURN LEFT AND GO SOUTHEASTERLY ON U.S.HIGHWAY
 AW6751'NO. 75 FOR 6.2 MILES TO THE JUNCTION WITH LOOP ROAD NO. 149
 AW6751'AND FARM ROAD NO. 225 AT AN OVERPASS, CONTINUE SOUTHERLY
 AW6751'ON U.S. HIGHWAY NO. 75 FOR 1.2 MILES TO A CROSSROAD,
 AW6751'TURN RIGHT AND GO WEST ON A SHELL ROAD (WEST ROAD) FOR 1.85
 AW6751'MILES TO A T JUNCTION, TURN LEFT AND GO SOUTH ON AN OILED ROAD
 AW6751'FOR 0.35 MILE TO A DRIVE AND WIRE GATE ON THE RIGHT
 AW6751'LEADING INTO A BARN LOT AND THE STATION AS DESCRIBED.
 AW6751'
 AW6751'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 AW6751'ON AN OILED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT AND THE
 AW6751'AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2036 ***********************************************************************
 BL2036  DESIGNATION -  SPURGER
 BL2036  PID         -  BL2036
 BL2036  STATE/COUNTY-  TX/TYLER
 BL2036  USGS QUAD   -  SPURGER (1984)
 BL2036
 BL2036                         *CURRENT SURVEY CONTROL
 BL2036  ___________________________________________________________________
 BL2036* NAD 83(1993)-  30 41 19.04501(N)    094 13 20.61728(W)     ADJUSTED  
 BL2036* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 BL2036  ___________________________________________________________________
 BL2036  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BL2036  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BL2036
 BL2036  HORZ ORDER  -  FIRST
 BL2036
 BL2036.The horizontal coordinates were established by classical geodetic methods
 BL2036.and adjusted by the National Geodetic Survey in February 1996..
 BL2036
 BL2036.The orthometric height was scaled from a topographic map.
 BL2036
 BL2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2036
 BL2036.The geoid height was determined by GEOID03.
 BL2036
 BL2036;                    North         East     Units Scale Factor Converg.
 BL2036;SPC TX C     - 3,129,365.698 1,285,153.537   MT  0.99989655   +3 08 51.0
 BL2036;SPC TX C     -10,266,927.29  4,216,374.56   sFT  0.99989655   +3 08 51.0
 BL2036;UTM  15      - 3,395,731.919   382,921.143   MT  0.99976909   -0 37 26.2
 BL2036
 BL2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2036!SPC TX C     -   0.99999401  x   0.99989655  =   0.99989056
 BL2036!UTM  15      -   0.99999401  x   0.99976909  =   0.99976310
 BL2036
 BL2036|---------------------------------------------------------------------|
 BL2036| PID    Reference Object                     Distance      Geod. Az  |
 BL2036|                                                           dddmmss.s |
 BL2036| CV8405 SPURGER RM 1                                       05615     |
 BL2036| BL2038 SWEARINGEN                          APPROX.10.9 KM 2105259.7 |
 BL2036| CV8406 SPURGER RM 2                                       26645     |
 BL2036|---------------------------------------------------------------------|
 BL2036
 BL2036                          SUPERSEDED SURVEY CONTROL
 BL2036
 BL2036  NAD 83(1986)-  30 41 19.06071(N)    094 13 20.61072(W) AD(       ) 1
 BL2036  NAD 27      -  30 41 18.32400(N)    094 13 19.92600(W) AD(       ) 1
 BL2036
 BL2036.Superseded values are not recommended for survey control.
 BL2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2036.See file dsdata.txt to determine how the superseded data were derived.
 BL2036
 BL2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8292195732(NAD 83)
 BL2036_MARKER: DS = TRIANGULATION STATION DISK
 BL2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2036
 BL2036  HISTORY     - Date     Condition        Report By
 BL2036  HISTORY     - 1931     MONUMENTED       CGS
 BL2036
 BL2036                          STATION DESCRIPTION
 BL2036
 BL2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2036'ABOUT 2-1/4 MILES, AIR LINE, W BY S OF THE VILLAGE OF SPURGER,
 BL2036'10.3 MILES BY ROAD E OF HILLISTER, ABOUT 0.3 MILE E OF MR.
 BL2036'BINGHAMS HOUSE WHICH STANDS ON THE N SIDE OF THE ROAD, ABOUT 350
 BL2036'METERS (1,148 FEET) E OF BRIDGE WITH AN IRON RAILING, ABOUT
 BL2036'12 METERS (39 FEET) S OF CENTER LINE OF ROAD AND IN PINE
 BL2036'WOODS, ON LAND BELONGING TO THE KIRBY LUMBER COMPANY AND ABOUT
 BL2036'10 METERS (33 FEET) E OF THREE TRIANGULAR BLAZED TREES, NEAREST
 BL2036'ROAD.
 BL2036'
 BL2036'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2036'DISKS SET IN CONCRETE.
 BL2036'
 BL2036'REFERENCE MARK NO. 1 IS ABOUT 5 METERS (16 FEET) NE OF CENTER
 BL2036'LINE OF ROAD, ABOUT 10 METERS (33 FEET) E OF WOOD ROAD LEADING
 BL2036'N, AND 52.61 METERS (172.6 FEET) FROM STATION
 BL2036'N 36 DEG 15 MIN E.
 BL2036'
 BL2036'REFERENCE MARK NO. 2 IS ABOUT 5 METERS (16 FEET) N OF CENTER
 BL2036'LINE OF ROAD, AND ABOUT 100 METERS (328 FEET) FROM STATION
 BL2036'S 86 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0178 ***********************************************************************
 AP0178  DESIGNATION -  SPURLER
 AP0178  PID         -  AP0178
 AP0178  STATE/COUNTY-  TX/ZAVALA
 AP0178  USGS QUAD   -  COMETA (1974)
 AP0178
 AP0178                         *CURRENT SURVEY CONTROL
 AP0178  ___________________________________________________________________
 AP0178* NAD 83(1993)-  28 44 49.44296(N)    100 03 34.30515(W)     ADJUSTED  
 AP0178* NAVD 88     -       192.7    (meters)     632.     (feet)  VERTCON   
 AP0178  ___________________________________________________________________
 AP0178  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AP0178  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AP0178
 AP0178  HORZ ORDER  -  FIRST
 AP0178
 AP0178.The horizontal coordinates were established by classical geodetic methods
 AP0178.and adjusted by the National Geodetic Survey in February 1996..
 AP0178
 AP0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0178
 AP0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0178
 AP0178.The geoid height was determined by GEOID03.
 AP0178
 AP0178;                    North         East     Units Scale Factor Converg.
 AP0178;SPC TXSC     - 4,101,736.460   496,520.468   MT  0.99991549   -0 31 08.7
 AP0178;SPC TXSC     -13,457,113.70  1,629,000.90   sFT  0.99991549   -0 31 08.7
 AP0178;UTM  14      - 3,180,423.457   396,548.510   MT  0.99973207   -0 30 34.6
 AP0178
 AP0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0178!SPC TXSC     -   0.99997336  x   0.99991549  =   0.99988885
 AP0178!UTM  14      -   0.99997336  x   0.99973207  =   0.99970544
 AP0178
 AP0178|---------------------------------------------------------------------|
 AP0178| PID    Reference Object                     Distance      Geod. Az  |
 AP0178|                                                           dddmmss.s |
 AP0178| CV6388 SPURLER RM 1                         19.994 METERS 15126     |
 AP0178| CV6387 SPURLER AZ MK                                      1605212.3 |
 AP0178| CV6389 SPURLER RM 2                         20.778 METERS 24149     |
 AP0178|---------------------------------------------------------------------|
 AP0178
 AP0178                          SUPERSEDED SURVEY CONTROL
 AP0178
 AP0178  NAD 83(1986)-  28 44 49.43928(N)    100 03 34.28343(W) AD(       ) 1
 AP0178  NAD 27      -  28 44 48.52250(N)    100 03 33.05915(W) AD(       ) 1
 AP0178  NGVD 29 (07/19/86)  192.6    (m)          632.     (f) VERT ANG       
 AP0178
 AP0178.Superseded values are not recommended for survey control.
 AP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0178.See file dsdata.txt to determine how the superseded data were derived.
 AP0178
 AP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS9654980423(NAD 83)
 AP0178_MARKER: DS = TRIANGULATION STATION DISK
 AP0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0178_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AP0178
 AP0178  HISTORY     - Date     Condition        Report By
 AP0178  HISTORY     - 1972     MONUMENTED       NGS
 AP0178  HISTORY     - 1974     SEE DESCRIPTION  USGS
 AP0178  HISTORY     - 20010517 MARK NOT FOUND   USPSQD
 AP0178
 AP0178                          STATION DESCRIPTION
 AP0178
 AP0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0178'THE STATION IS ABOUT 12 MILES WEST AND 16 MILES NORTH OF CARRIZO
 AP0178'SPRINGS, 14 MILES WEST AND 5 MILES NORTH OF CRYSTAL CITY, ON THE
 AP0178'EAST RIGHT-OF-WAY OF FARM ROAD 2691.
 AP0178'
 AP0178'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, FARM ROADS
 AP0178'65 AND 393, IN THE NORTH EDGE OF CRYSTAL CITY, GO NORTHWEST ON FARM
 AP0178'ROAD 393 FOR 0.35 MILE TO WHERE ROAD 393 TURNS LEFT AND A PAVED
 AP0178'ROAD CONTINUES AHEAD.  TURN LEFT AND GO WEST ON ROAD 393 FOR 11.2
 AP0178'MILES TO THE JUNCTION WITH FARM ROAD 2691 WHERE ROAD 393 TURNS
 AP0178'LEFT.  GO WEST AND NORTH ON ROAD 2691 FOR 5.9 MILES TO A CONCRETE
 AP0178'BRIDGE OVER SPURLER CREEK.  CONTINUE NORTH-NORTHWEST ON ROAD 2691
 AP0178'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 AP0178'NORTH-NORTHWEST ON ROAD 2691 FOR 0.4 MILE TO THE END OF PAVEMENT
 AP0178'AND THE STATION ON THE RIGHT.
 AP0178'
 AP0178'STATION MARKS ARE STANDARD DISKS, STAMPED SPURLER 1972.  THE SURFACE
 AP0178'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AP0178'THAT IS FLUSH WITH THE GROUND.  IT IS 30.0 FEET SOUTHEAST OF A
 AP0178'TELEPHONE LINE POLE, 29.5 FEET NORTHEAST OF THE CENTER OF FARM
 AP0178'ROAD 2691, 16.7 FEET SOUTHEAST OF A FENCE CORNER POST AND 11.2
 AP0178'FEET SOUTHWEST OF A WITNESS POST IN A FENCE LINE.  THE
 AP0178'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES
 AP0178'BELOW THE GROUND SURFACE.
 AP0178'
 AP0178'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPURLER NO 1 1972, SET
 AP0178'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AP0178'3 INCHES ABOVE THE GROUND.  IT IS 65.5 FEET SOUTHEAST OF THE
 AP0178'WITNESS POST, 40.0 FEET NORTHEAST OF THE CENTER OF FARM ROAD 2691,
 AP0178'1.0 FOOT SOUTHWEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 AP0178'THE STATION.
 AP0178'
 AP0178'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPURLER NO 2 1972, SET
 AP0178'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AP0178'1 INCH ABOVE THE GROUND.  IT IS 39.0 FEET SOUTHWEST OF THE CENTER OF
 AP0178'FARM ROAD 2691, 1.5 FEET NORTH-NORTHWEST OF THE TELEPHONE LINE
 AP0178'POLE, 1.0 FEET NORTHEAST OF A FENCE AND ABOUT THE SAME ELEVATION AS
 AP0178'THE STATION.
 AP0178'
 AP0178'AZIMUTH MARK IS A STANDARD DISK, STAMPED SPURLER 1972, SET IN THE TOP
 AP0178'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2 INCHES
 AP0178'ABOVE THE GROUND.  IT IS 61.0 FEET SOUTHWEST OF THE CENTER OF FARM
 AP0178'ROAD 2691, 38.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF A METAL
 AP0178'GATE, 1.7 FEET NORTH-NORTHWEST OF A TELEPHONE LINE POLE, 1.7 FEET
 AP0178'SOUTH-SOUTHEAST OF A WITNESS POST AND 1.2 FEET NORTHEAST OF
 AP0178'A FENCE.
 AP0178'
 AP0178'HEIGHT OF LIGHT ABOVE STATION MARK 22.9 METERS.
 AP0178
 AP0178                          STATION RECOVERY (1974)
 AP0178
 AP0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (PI)
 AP0178'SURFACE MARK DESTROYED BY ROAD GRADER.  REFERENCE MARKERS AND AZIMUTH
 AP0178'MARK STILL IN CONCRETE MONUMENTS.
 AP0178
 AP0178                          STATION RECOVERY (2001)
 AP0178
 AP0178'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AP0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5533 ***********************************************************************
 AC5533  SACS        -  This is a Secondary Airport Control Station.
 AC5533  DESIGNATION -  SPX A
 AC5533  PID         -  AC5533
 AC5533  STATE/COUNTY-  TX/HARRIS
 AC5533  USGS QUAD   -  LEAGUE CITY (1995)
 AC5533
 AC5533                         *CURRENT SURVEY CONTROL
 AC5533  ___________________________________________________________________
 AC5533* NAD 83(1993)-  29 30 18.74216(N)    095 02 58.37075(W)     ADJUSTED  
 AC5533* NAVD 88     -         5.94   (meters)      19.5    (feet)  GPS OBS   
 AC5533  ___________________________________________________________________
 AC5533  X           -    -488,975.636 (meters)                     COMP
 AC5533  Y           -  -5,533,895.443 (meters)                     COMP
 AC5533  Z           -   3,122,746.610 (meters)                     COMP
 AC5533  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AC5533  ELLIP HEIGHT-         -21.05  (meters)          (01/26/01) GPS OBS
 AC5533  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AC5533
 AC5533  HORZ ORDER  -  FIRST
 AC5533  ELLP ORDER  -  FOURTH    CLASS II
 AC5533
 AC5533.This mark is at Houston Gulf (SPX) Airport (SPX)
 AC5533
 AC5533.The horizontal coordinates were established by GPS observations
 AC5533.and adjusted by the National Geodetic Survey in January 1997..
 AC5533
 AC5533.The orthometric height was determined by GPS observations and a
 AC5533.high-resolution geoid model.
 AC5533
 AC5533.GPS derived orthometric heights for airport stations designated as
 AC5533.PACS or SACS are published to 2 decimal places.  This maintains
 AC5533.centimeter relative accuracy between the PACS and SACS.  It does
 AC5533.not indicate centimeter accuracy relative to other marks which are
 AC5533.part of the NAVD 88 network.
 AC5533
 AC5533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5533
 AC5533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5533
 AC5533.The ellipsoidal height was determined by GPS observations
 AC5533.and is referenced to NAD 83.
 AC5533
 AC5533.The geoid height was determined by GEOID03.
 AC5533
 AC5533;                    North         East     Units Scale Factor Converg.
 AC5533;SPC TXSC     - 4,191,755.695   982,917.592   MT  0.99986764   +1 56 07.4
 AC5533;SPC TXSC     -13,752,451.81  3,224,788.80   sFT  0.99986764   +1 56 07.4
 AC5533;UTM  15      - 3,265,710.743   301,330.680   MT  1.00008703   -1 00 35.1
 AC5533
 AC5533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5533!SPC TXSC     -   1.00000331  x   0.99986764  =   0.99987095
 AC5533!UTM  15      -   1.00000331  x   1.00008703  =   1.00009034
 AC5533
 AC5533|---------------------------------------------------------------------|
 AC5533| PID    Reference Object                     Distance      Geod. Az  |
 AC5533|                                                           dddmmss.s |
 AC5533| AW5583 GULFPORT AZ MK                      358.730 METERS 13924     |
 AC5533|---------------------------------------------------------------------|
 AC5533
 AC5533                          SUPERSEDED SURVEY CONTROL
 AC5533
 AC5533  ELLIP H (01/28/97)  -20.95   (m)                       GP(       ) 4 2
 AC5533
 AC5533.Superseded values are not recommended for survey control.
 AC5533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5533.See file dsdata.txt to determine how the superseded data were derived.
 AC5533
 AC5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0133165711(NAD 83)
 AC5533_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5533_SETTING: 0 = UNSPECIFIED SETTING
 AC5533_STAMPING: SPX A 1994
 AC5533_MARK LOGO: NOS   
 AC5533_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5533+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC5533
 AC5533  HISTORY     - Date     Condition        Report By
 AC5533  HISTORY     - 1994     MONUMENTED       NGS
 AC5533  HISTORY     - 20040628 GOOD             USPSQD
 AC5533
 AC5533                          STATION DESCRIPTION
 AC5533
 AC5533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AC5533'THE STATION IS LOCATED AT THE HOUSTON GULF AIRPORT NEAR MID-FIELD AND
 AC5533'ADJACENT TO AIRPORT TERMINAL.  TO REACH THE STATION FROM THE JUNCTION
 AC5533'OF STATE ROAD 146 AND FARM ROAD 518 AT KAMAH, PROCEED 1.5 MI (2.4 KM)
 AC5533'WEST ON 518 TO FARM ROAD 1266.  TURN LEFT (SOUTH) ON FARM ROAD 1266
 AC5533'AND CONTINUE FOR 2.35 MI (3.78 KM) TO THE AIRPORT ENTRANCE ON THE
 AC5533'RIGHT.  TURN RIGHT (NORTHWEST) ONTO THE AIRPORT ENTRANCE ROAD.
 AC5533'CONTINUE FOR 0.5 MI (0.8 KM) TO THE AIRPORT TERMINAL/HANGAR ON THE
 AC5533'RIGHT.  TURN RIGHT (NORTHEAST) AT THE NORTHWEST END OF THE TERMINAL
 AC5533'BUILDING AND PROCEED 0.3 MI (0.5 KM) NORTHEAST ON THE PARKING APRON TO
 AC5533'THE PARALLEL TAXIWAY.  TURN LEFT (NORTHWEST) ONTO THE TAXIWAY AND
 AC5533'CONTINUE NORTHWEST FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT, AT
 AC5533'THE ENTRANCE TO A TAXIWAY LEADING TO A BLUE HANGAR.  THE STATION IS
 AC5533'SET IN A CONCRETE DRILL HOLE AT THE BEGINNING OF A STUB TAXIWAY.  IT
 AC5533'IS 265.7 FT (81.0 M) NORTHEAST FROM THE CENTER OF A BLUE HANGAR, 36.8
 AC5533'FT (11.2 M) SOUTHWEST OF THE CENTER OF A STUB TAXIWAY LEADING TO A
 AC5533'BLUE HANGAR, 22.5 FT (6.9 M) SOUTH SOUTHWEST OF THE CENTERLINE OF THE
 AC5533'MAIN PARALLEL TAXIWAY, AND 15.2 FT (4.6 M) NORTHWEST OF THE CARSONITE
 AC5533'WITNESS POST.  THE STATION HAS 2 ORANGE PAINTED PVC PIPES 1.0 FT (0.3
 AC5533'M) SOUTHEAST TO PROTECT THE STATION.  FOR ACCESS TO THE AIRPORT,
 AC5533'CONTACT MR.  BOB VILCHEK, AIRPORT MANAGER, OR MR.  DOUG IDEMA
 AC5533'ASSISTANT MANAGER, 2750 F.M.  1266, LEAGUE CITY, TEXAS 77573, PHONE
 AC5533'(713) -337-4509.  DESCRIBED BY RONALD A.  ZEMAITIS, CHIEF OF PARTY,
 AC5533'12-06-1994, NGS.
 AC5533
 AC5533                          STATION RECOVERY (2004)
 AC5533
 AC5533'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AC5533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1732 ***********************************************************************
 AH1732  DESIGNATION -  SQ 020
 AH1732  PID         -  AH1732
 AH1732  STATE/COUNTY-  TX/NUECES
 AH1732  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1732
 AH1732                         *CURRENT SURVEY CONTROL
 AH1732  ___________________________________________________________________
 AH1732* NAD 83(1993)-  27 36 07.60578(N)    097 13 28.92283(W)     ADJUSTED  
 AH1732* NAVD 88     -         3.324  (meters)      10.91   (feet)  ADJUSTED  
 AH1732  ___________________________________________________________________
 AH1732  X           -    -711,337.132 (meters)                     COMP
 AH1732  Y           -  -5,611,357.291 (meters)                     COMP
 AH1732  Z           -   2,937,492.051 (meters)                     COMP
 AH1732  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH1732  ELLIP HEIGHT-         -22.46  (meters)          (06/17/02) GPS OBS
 AH1732  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AH1732  DYNAMIC HT  -           3.318 (meters)      10.89  (feet)  COMP
 AH1732  MODELED GRAV-     979,125.5   (mgal)                       NAVD 88
 AH1732
 AH1732  HORZ ORDER  -  FIRST
 AH1732  VERT ORDER  -  FIRST     CLASS II
 AH1732  ELLP ORDER  -  FIFTH     CLASS I
 AH1732
 AH1732.The horizontal coordinates were established by GPS observations
 AH1732.and adjusted by the National Geodetic Survey in February 1996..
 AH1732
 AH1732.The orthometric height was determined by differential leveling
 AH1732.and adjusted by the National Geodetic Survey in December 1997..
 AH1732
 AH1732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1732
 AH1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1732
 AH1732.The ellipsoidal height was determined by GPS observations
 AH1732.and is referenced to NAD 83.
 AH1732
 AH1732.The geoid height was determined by GEOID03.
 AH1732
 AH1732.The dynamic height is computed by dividing the NAVD 88
 AH1732.geopotential number by the normal gravity value computed on the
 AH1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1732.degrees latitude (g = 980.6199 gals.).
 AH1732
 AH1732.The modeled gravity was interpolated from observed gravity values.
 AH1732
 AH1732;                    North         East     Units Scale Factor Converg.
 AH1732;SPC TX S     - 5,215,071.276   425,890.062   MT  0.99994962   +0 34 44.4
 AH1732;SPC TX S     -17,109,779.68  1,397,274.31   sFT  0.99994962   +0 34 44.4
 AH1732;UTM  14      - 3,054,385.526   675,204.952   MT  0.99997892   +0 49 21.9
 AH1732
 AH1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1732!SPC TX S     -   1.00000353  x   0.99994962  =   0.99995315
 AH1732!UTM  14      -   1.00000353  x   0.99997892  =   0.99998245
 AH1732
 AH1732                          SUPERSEDED SURVEY CONTROL
 AH1732
 AH1732  ELLIP H (02/16/96)  -22.33   (m)                       GP(       ) 5 1
 AH1732  NAD 83(1986)-  27 36 07.61202(N)    097 13 28.90250(W) AD(       ) 1
 AH1732  NGVD 29 (04/09/92)    3.7    (m)           12.     (f) GPS OBS        
 AH1732
 AH1732.Superseded values are not recommended for survey control.
 AH1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1732.See file dsdata.txt to determine how the superseded data were derived.
 AH1732
 AH1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7520554386(NAD 83)
 AH1732_MARKER: DD = SURVEY DISK
 AH1732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1732_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1732_STAMPING: SQ-020
 AH1732_MARK LOGO: TX1550
 AH1732_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1732+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH1732
 AH1732  HISTORY     - Date     Condition        Report By
 AH1732  HISTORY     - 1991     MONUMENTED       TX1550
 AH1732  HISTORY     - 19970204 GOOD             NGS
 AH1732
 AH1732                          STATION DESCRIPTION
 AH1732
 AH1732'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1732'IN CORPUS CHRISTI AT THE INTER. OF WHITE CAP BLVD. AND CRUISER.
 AH1732'STATION LOCATED 5.5 FT (1.7 M) E. OF E. MEDIAN NOSE ON WHITE CAP
 AH1732'BLVD.
 AH1732'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SQ020. ACCESS
 AH1732'THROUGH A HINGED COVER.
 AH1732
 AH1732                          STATION RECOVERY (1997)
 AH1732
 AH1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1732'27.9 KM (17.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AH1732'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AH1732'0.2 KM (0.10 MI) WESTERLY ALONG WHITECAP BOULEVARD, 9.7 M (31.8 FT)
 AH1732'EAST OF THE CENTER OF CRUISER STREET, 9.3 M (30.5 FT) SOUTH OF THE
 AH1732'CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 6.1 M (20.0 FT) NORTH
 AH1732'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 1.6 M (5.2
 AH1732'FT) EAST OF A WITNESS POST AND THE WEST END OF A MEDIAN, AND 0.3 M
 AH1732'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE ROD WAS DRIVEN 3.1
 AH1732'M (10.2 FT).  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AH1732'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1733 ***********************************************************************
 AH1733  DESIGNATION -  SQ 021
 AH1733  PID         -  AH1733
 AH1733  STATE/COUNTY-  TX/NUECES
 AH1733  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1733
 AH1733                         *CURRENT SURVEY CONTROL
 AH1733  ___________________________________________________________________
 AH1733* NAD 83(1993)-  27 36 09.77375(N)    097 14 58.19783(W)     ADJUSTED  
 AH1733* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 AH1733  ___________________________________________________________________
 AH1733  X           -    -713,761.746 (meters)                     COMP
 AH1733  Y           -  -5,611,017.343 (meters)                     COMP
 AH1733  Z           -   2,937,550.730 (meters)                     COMP
 AH1733  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1733  ELLIP HEIGHT-         -23.45  (meters)          (06/17/02) GPS OBS
 AH1733  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AH1733
 AH1733  HORZ ORDER  -  FIRST
 AH1733  ELLP ORDER  -  FIFTH     CLASS I
 AH1733
 AH1733.The horizontal coordinates were established by GPS observations
 AH1733.and adjusted by the National Geodetic Survey in February 1996..
 AH1733
 AH1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1733
 AH1733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1733
 AH1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1733
 AH1733.The ellipsoidal height was determined by GPS observations
 AH1733.and is referenced to NAD 83.
 AH1733
 AH1733.The geoid height was determined by GEOID03.
 AH1733
 AH1733;                    North         East     Units Scale Factor Converg.
 AH1733;SPC TX S     - 5,215,113.506   423,441.508   MT  0.99994973   +0 34 03.8
 AH1733;SPC TX S     -17,109,918.23  1,389,241.01   sFT  0.99994973   +0 34 03.8
 AH1733;UTM  14      - 3,054,417.343   672,756.182   MT  0.99996840   +0 48 40.6
 AH1733
 AH1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1733!SPC TX S     -   1.00000368  x   0.99994973  =   0.99995341
 AH1733!UTM  14      -   1.00000368  x   0.99996840  =   0.99997208
 AH1733
 AH1733                          SUPERSEDED SURVEY CONTROL
 AH1733
 AH1733  ELLIP H (02/16/96)  -23.32   (m)                       GP(       ) 5 1
 AH1733  NAD 83(1986)-  27 36 09.78000(N)    097 14 58.17748(W) AD(       ) 1
 AH1733  NGVD 29 (04/09/92)    2.7    (m)            9.     (f) GPS OBS        
 AH1733
 AH1733.Superseded values are not recommended for survey control.
 AH1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1733.See file dsdata.txt to determine how the superseded data were derived.
 AH1733
 AH1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7275654417(NAD 83)
 AH1733_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1733_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1733+WITH SETTING: INFORMATION.
 AH1733_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1733_STAMPING: SQ021
 AH1733_MARK LOGO: TX1550
 AH1733_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1733+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1733
 AH1733  HISTORY     - Date     Condition        Report By
 AH1733  HISTORY     - 1991     MONUMENTED       TX1550
 AH1733
 AH1733                          STATION DESCRIPTION
 AH1733
 AH1733'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1733'IN CORPUS CHRISTI AT THE END OF WHITE CAP BLVD. W. OF PARK RD. 22
 AH1733'(SOUTH PADRE ISLAND DRIVE). STATION LOCATED N. OF LIFT STATION, 15 FT
 AH1733'(4.6 M) S. OF D/W BETWEEN STATION AND THE WHITECAP SEWER PLANT OFFICE
 AH1733'AND 20 FT (6.1 M) W. OF HYDRANT.
 AH1733'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SQ021. ACCESS
 AH1733'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1734 ***********************************************************************
 AH1734  DESIGNATION -  SQ 050
 AH1734  PID         -  AH1734
 AH1734  STATE/COUNTY-  TX/NUECES
 AH1734  USGS QUAD   -  OSO CREEK NE (1975)
 AH1734
 AH1734                         *CURRENT SURVEY CONTROL
 AH1734  ___________________________________________________________________
 AH1734* NAD 83(1993)-  27 38 55.59660(N)    097 17 41.48414(W)     ADJUSTED  
 AH1734* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 AH1734  ___________________________________________________________________
 AH1734  X           -    -717,903.048 (meters)                     COMP
 AH1734  Y           -  -5,608,104.295 (meters)                     COMP
 AH1734  Z           -   2,942,073.822 (meters)                     COMP
 AH1734  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1734  ELLIP HEIGHT-         -21.85  (meters)          (06/17/02) GPS OBS
 AH1734  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AH1734
 AH1734  HORZ ORDER  -  FIRST
 AH1734  ELLP ORDER  -  FIFTH     CLASS I
 AH1734
 AH1734.The horizontal coordinates were established by GPS observations
 AH1734.and adjusted by the National Geodetic Survey in February 1996..
 AH1734
 AH1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1734
 AH1734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1734
 AH1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1734
 AH1734.The ellipsoidal height was determined by GPS observations
 AH1734.and is referenced to NAD 83.
 AH1734
 AH1734.The geoid height was determined by GEOID03.
 AH1734
 AH1734;                    North         East     Units Scale Factor Converg.
 AH1734;SPC TX S     - 5,220,173.755   418,915.520   MT  0.99995848   +0 32 49.7
 AH1734;SPC TX S     -17,126,520.06  1,374,392.00   sFT  0.99995848   +0 32 49.7
 AH1734;UTM  14      - 3,059,458.302   668,208.670   MT  0.99994925   +0 47 29.3
 AH1734
 AH1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1734!SPC TX S     -   1.00000343  x   0.99995848  =   0.99996191
 AH1734!UTM  14      -   1.00000343  x   0.99994925  =   0.99995268
 AH1734
 AH1734:                Primary Azimuth Mark                     Grid Az
 AH1734:SPC TX S     -  SQ 051                                   160 25 29.4
 AH1734:UTM  14      -  SQ 051                                   160 10 49.8
 AH1734
 AH1734|---------------------------------------------------------------------|
 AH1734| PID    Reference Object                     Distance      Geod. Az  |
 AH1734|                                                           dddmmss.s |
 AH1734| AH1735 SQ 051                              APPROX. 1.8 KM 1605819.1 |
 AH1734|---------------------------------------------------------------------|
 AH1734
 AH1734                          SUPERSEDED SURVEY CONTROL
 AH1734
 AH1734  ELLIP H (02/16/96)  -21.72   (m)                       GP(       ) 5 1
 AH1734  NAD 83(1986)-  27 38 55.60326(N)    097 17 41.46316(W) AD(       ) 1
 AH1734  NGVD 29 (04/09/92)    4.5    (m)           15.     (f) GPS OBS        
 AH1734
 AH1734.Superseded values are not recommended for survey control.
 AH1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1734.See file dsdata.txt to determine how the superseded data were derived.
 AH1734
 AH1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6820959458(NAD 83)
 AH1734_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1734_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1734+WITH SETTING: INFORMATION.
 AH1734_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1734_STAMPING: SQ050
 AH1734_MARK LOGO: TX1550
 AH1734_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1734+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1734
 AH1734  HISTORY     - Date     Condition        Report By
 AH1734  HISTORY     - 1991     MONUMENTED       TX1550
 AH1734  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 AH1734
 AH1734                          STATION DESCRIPTION
 AH1734
 AH1734'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1734'IN CORPUS CHRISTI AT THE W. SIDE OF T INTER. OF WALDRON RD. AND
 AH1734'PURDUE. STATION LOCATED IN LINE WITH N. B/C OF PURDUE, 20 FT (6.1 M)
 AH1734'N. OF CALICHE D/W AND 5 FT (1.5 M) W. OF S/W ALONG WALDRON RD.
 AH1734'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SQ050. ACCESS
 AH1734'THROUGH A HINGED COVER.
 AH1734
 AH1734                          STATION RECOVERY (2002)
 AH1734
 AH1734'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1735 ***********************************************************************
 AH1735  DESIGNATION -  SQ 051
 AH1735  PID         -  AH1735
 AH1735  STATE/COUNTY-  TX/NUECES
 AH1735  USGS QUAD   -  OSO CREEK NE (1975)
 AH1735
 AH1735                         *CURRENT SURVEY CONTROL
 AH1735  ___________________________________________________________________
 AH1735* NAD 83(1993)-  27 38 01.47639(N)    097 17 20.52725(W)     ADJUSTED  
 AH1735* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AH1735  ___________________________________________________________________
 AH1735  X           -    -717,430.949 (meters)                     COMP
 AH1735  Y           -  -5,608,941.016 (meters)                     COMP
 AH1735  Z           -   2,940,596.567 (meters)                     COMP
 AH1735  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1735  ELLIP HEIGHT-         -25.05  (meters)          (06/17/02) GPS OBS
 AH1735  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH1735
 AH1735  HORZ ORDER  -  FIRST
 AH1735  ELLP ORDER  -  FIFTH     CLASS I
 AH1735
 AH1735.The horizontal coordinates were established by GPS observations
 AH1735.and adjusted by the National Geodetic Survey in February 1996..
 AH1735
 AH1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1735
 AH1735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1735
 AH1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1735
 AH1735.The ellipsoidal height was determined by GPS observations
 AH1735.and is referenced to NAD 83.
 AH1735
 AH1735.The geoid height was determined by GEOID03.
 AH1735
 AH1735;                    North         East     Units Scale Factor Converg.
 AH1735;SPC TX S     - 5,218,513.497   419,505.900   MT  0.99995555   +0 32 59.2
 AH1735;SPC TX S     -17,121,073.03  1,376,328.94   sFT  0.99995555   +0 32 59.2
 AH1735;UTM  14      - 3,057,800.585   668,806.115   MT  0.99995174   +0 47 37.6
 AH1735
 AH1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1735!SPC TX S     -   1.00000394  x   0.99995555  =   0.99995948
 AH1735!UTM  14      -   1.00000394  x   0.99995174  =   0.99995567
 AH1735
 AH1735:                Primary Azimuth Mark                     Grid Az
 AH1735:SPC TX S     -  SQ 050                                   340 25 29.7
 AH1735:UTM  14      -  SQ 050                                   340 10 51.3
 AH1735
 AH1735|---------------------------------------------------------------------|
 AH1735| PID    Reference Object                     Distance      Geod. Az  |
 AH1735|                                                           dddmmss.s |
 AH1735| AH1734 SQ 050                              APPROX. 1.8 KM 3405828.9 |
 AH1735|---------------------------------------------------------------------|
 AH1735
 AH1735                          SUPERSEDED SURVEY CONTROL
 AH1735
 AH1735  ELLIP H (02/16/96)  -24.92   (m)                       GP(       ) 5 1
 AH1735  NAD 83(1986)-  27 38 01.48305(N)    097 17 20.50630(W) AD(       ) 1
 AH1735  NGVD 29 (04/09/92)    1.2    (m)            4.     (f) GPS OBS        
 AH1735
 AH1735.Superseded values are not recommended for survey control.
 AH1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1735.See file dsdata.txt to determine how the superseded data were derived.
 AH1735
 AH1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6880657801(NAD 83)
 AH1735_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1735_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1735+WITH SETTING: PAVEMENT
 AH1735_SP_SET: ON TOP OF BOX CULVERT STRUCT.
 AH1735_STAMPING: SQ051
 AH1735_MARK LOGO: TX1550
 AH1735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1735+STABILITY: SURFACE MOTION
 AH1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1735+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1735
 AH1735  HISTORY     - Date     Condition        Report By
 AH1735  HISTORY     - 1991     MONUMENTED       TX1550
 AH1735  HISTORY     - 20020629 GOOD             USPSQD
 AH1735
 AH1735                          STATION DESCRIPTION
 AH1735
 AH1735'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1735'IN CORPUS CHRISTI ON LAGUNA SHORES DR. 2.3 MI (3.7 KM) S. OF HWY.358
 AH1735'(SOUTH PADRE ISLAND DRIVE). STATION LOCATED 18 FT (5.5 M) E. OF
 AH1735'PAVT. ON LAGUNA SHORES, 2 FT (0.6 M) W. OF HEADWALL FOR BOX CULVERT
 AH1735'AND 56.5 FT (17.2 M) N. OF PP S. OF CONC. LINED DITCH.
 AH1735'MONUMENT IS A BRASS DISK ON TOP OF CONC. BOX CULVERT STRUCTURE STAMPED
 AH1735'SQ051.
 AH1735
 AH1735                          STATION RECOVERY (2002)
 AH1735
 AH1735'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1736 ***********************************************************************
 AH1736  DESIGNATION -  SQ 060
 AH1736  PID         -  AH1736
 AH1736  STATE/COUNTY-  TX/NUECES
 AH1736  USGS QUAD   -  OSO CREEK NE (1975)
 AH1736
 AH1736                         *CURRENT SURVEY CONTROL
 AH1736  ___________________________________________________________________
 AH1736* NAD 83(1993)-  27 38 37.87299(N)    097 18 58.99754(W)     ADJUSTED  
 AH1736* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 AH1736  ___________________________________________________________________
 AH1736  X           -    -720,042.851 (meters)                     COMP
 AH1736  Y           -  -5,608,086.095 (meters)                     COMP
 AH1736  Z           -   2,941,591.023 (meters)                     COMP
 AH1736  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1736  ELLIP HEIGHT-         -20.83  (meters)          (06/17/02) GPS OBS
 AH1736  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AH1736
 AH1736  HORZ ORDER  -  FIRST
 AH1736  ELLP ORDER  -  FIFTH     CLASS I
 AH1736
 AH1736.The horizontal coordinates were established by GPS observations
 AH1736.and adjusted by the National Geodetic Survey in February 1996..
 AH1736
 AH1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1736
 AH1736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1736
 AH1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1736
 AH1736.The ellipsoidal height was determined by GPS observations
 AH1736.and is referenced to NAD 83.
 AH1736
 AH1736.The geoid height was determined by GEOID03.
 AH1736
 AH1736;                    North         East     Units Scale Factor Converg.
 AH1736;SPC TX S     - 5,219,608.134   416,796.115   MT  0.99995751   +0 32 14.5
 AH1736;SPC TX S     -17,124,664.35  1,367,438.59   sFT  0.99995751   +0 32 14.5
 AH1736;UTM  14      - 3,058,883.662   666,091.722   MT  0.99994052   +0 46 52.8
 AH1736
 AH1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1736!SPC TX S     -   1.00000327  x   0.99995751  =   0.99996078
 AH1736!UTM  14      -   1.00000327  x   0.99994052  =   0.99994379
 AH1736
 AH1736                          SUPERSEDED SURVEY CONTROL
 AH1736
 AH1736  ELLIP H (02/16/96)  -20.70   (m)                       GP(       ) 5 1
 AH1736  NAD 83(1986)-  27 38 37.87966(N)    097 18 58.97656(W) AD(       ) 1
 AH1736  NGVD 29 (04/09/92)    5.5    (m)           18.     (f) GPS OBS        
 AH1736
 AH1736.Superseded values are not recommended for survey control.
 AH1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1736.See file dsdata.txt to determine how the superseded data were derived.
 AH1736
 AH1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6609258884(NAD 83)
 AH1736_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1736_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1736+WITH SETTING: INFORMATION.
 AH1736_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1736_STAMPING: SQ060
 AH1736_MARK LOGO: TX1550
 AH1736_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1736+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1736
 AH1736  HISTORY     - Date     Condition        Report By
 AH1736  HISTORY     - 1991     MONUMENTED       TX1550
 AH1736
 AH1736                          STATION DESCRIPTION
 AH1736
 AH1736'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1736'IN CORPUS CHRISTI E. OF THE T INTER. OF FLOUR BLUFF DR. AND
 AH1736'CARIBBEAN. STATION LOCATED 24.2 FT (7.4 M) N. OF PAVT. EDGE ON
 AH1736'CARIBBEAN AND 8 FT (2.4 M) E. OF PAVT. EDGE ON FLOUR BLUFF.
 AH1736'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SQ060. ACCESS
 AH1736'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1737 ***********************************************************************
 AH1737  DESIGNATION -  SQ 080
 AH1737  PID         -  AH1737
 AH1737  STATE/COUNTY-  TX/NUECES
 AH1737  USGS QUAD   -  OSO CREEK NE (1975)
 AH1737
 AH1737                         *CURRENT SURVEY CONTROL
 AH1737  ___________________________________________________________________
 AH1737* NAD 83(1993)-  27 40 00.48667(N)    097 20 58.54780(W)     ADJUSTED  
 AH1737* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AH1737  ___________________________________________________________________
 AH1737  X           -    -723,141.867 (meters)                     COMP
 AH1737  Y           -  -5,606,494.889 (meters)                     COMP
 AH1737  Z           -   2,943,842.262 (meters)                     COMP
 AH1737  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1737  ELLIP HEIGHT-         -23.45  (meters)          (06/17/02) GPS OBS
 AH1737  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AH1737
 AH1737  HORZ ORDER  -  FIRST
 AH1737  ELLP ORDER  -  FIFTH     CLASS I
 AH1737
 AH1737.The horizontal coordinates were established by GPS observations
 AH1737.and adjusted by the National Geodetic Survey in February 1996..
 AH1737
 AH1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1737
 AH1737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1737
 AH1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1737
 AH1737.The ellipsoidal height was determined by GPS observations
 AH1737.and is referenced to NAD 83.
 AH1737
 AH1737.The geoid height was determined by GEOID03.
 AH1737
 AH1737;                    North         East     Units Scale Factor Converg.
 AH1737;SPC TX S     - 5,222,120.608   413,496.097   MT  0.99996207   +0 31 20.2
 AH1737;SPC TX S     -17,132,907.36  1,356,611.78   sFT  0.99996207   +0 31 20.2
 AH1737;UTM  14      - 3,061,381.990   662,781.117   MT  0.99992708   +0 45 59.4
 AH1737
 AH1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1737!SPC TX S     -   1.00000368  x   0.99996207  =   0.99996575
 AH1737!UTM  14      -   1.00000368  x   0.99992708  =   0.99993076
 AH1737
 AH1737                          SUPERSEDED SURVEY CONTROL
 AH1737
 AH1737  ELLIP H (02/16/96)  -23.32   (m)                       GP(       ) 5 1
 AH1737  NAD 83(1986)-  27 40 00.49336(N)    097 20 58.52681(W) AD(       ) 1
 AH1737  NGVD 29 (04/09/92)    3.0    (m)           10.     (f) GPS OBS        
 AH1737
 AH1737.Superseded values are not recommended for survey control.
 AH1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1737.See file dsdata.txt to determine how the superseded data were derived.
 AH1737
 AH1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6278161382(NAD 83)
 AH1737_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1737_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1737+WITH SETTING: INFORMATION.
 AH1737_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1737_STAMPING: SQ080
 AH1737_MARK LOGO: TX1550
 AH1737_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1737+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1737
 AH1737  HISTORY     - Date     Condition        Report By
 AH1737  HISTORY     - 1991     MONUMENTED       TX1550
 AH1737  HISTORY     - 20020629 GOOD             USPSQD
 AH1737
 AH1737                          STATION DESCRIPTION
 AH1737
 AH1737'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1737'IN CORPUS CHRISTI BY GREENFIELD PARK. TO REACH STATION FROM RODD FIELD
 AH1737'RD. GO E. ON THE MANSIONS TO OSO CREEK PARKWAY AND TURN RT. GO
 AH1737'EASTERLY ON OSO CREEK PARKWAY TO SANDY CREEK LANE AND STOP. STATION
 AH1737'IS LOCATED 22 FT (6.7 M) N. OF B/C ON OSO CREEK, 47.5 FT (14.5 M) N.
 AH1737'OF SANDY CREEK AND 25.5 FT (7.8 M) NORTHERLY FROM HYDRANT.
 AH1737'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SQ080. ACCESS
 AH1737'THROUGH A HINGED COVER.
 AH1737
 AH1737                          STATION RECOVERY (2002)
 AH1737
 AH1737'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1738 ***********************************************************************
 AH1738  DESIGNATION -  SQ 090
 AH1738  PID         -  AH1738
 AH1738  STATE/COUNTY-  TX/NUECES
 AH1738  USGS QUAD   -  OSO CREEK NE (1975)
 AH1738
 AH1738                         *CURRENT SURVEY CONTROL
 AH1738  ___________________________________________________________________
 AH1738* NAD 83(1993)-  27 40 43.96200(N)    097 22 09.17802(W)     ADJUSTED  
 AH1738* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 AH1738  ___________________________________________________________________
 AH1738  X           -    -724,982.196 (meters)                     COMP
 AH1738  Y           -  -5,605,632.759 (meters)                     COMP
 AH1738  Z           -   2,945,028.588 (meters)                     COMP
 AH1738  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AH1738  ELLIP HEIGHT-         -20.95  (meters)          (06/17/02) GPS OBS
 AH1738  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH1738
 AH1738  HORZ ORDER  -  FIRST
 AH1738  ELLP ORDER  -  FIFTH     CLASS I
 AH1738
 AH1738.The horizontal coordinates were established by GPS observations
 AH1738.and adjusted by the National Geodetic Survey in February 1996..
 AH1738
 AH1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1738
 AH1738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1738
 AH1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1738
 AH1738.The ellipsoidal height was determined by GPS observations
 AH1738.and is referenced to NAD 83.
 AH1738
 AH1738.The geoid height was determined by GEOID03.
 AH1738
 AH1738;                    North         East     Units Scale Factor Converg.
 AH1738;SPC TX S     - 5,223,441.257   411,548.545   MT  0.99996454   +0 30 48.2
 AH1738;SPC TX S     -17,137,240.19  1,350,222.18   sFT  0.99996454   +0 30 48.2
 AH1738;UTM  14      - 3,062,694.272   660,828.030   MT  0.99991927   +0 45 27.7
 AH1738
 AH1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1738!SPC TX S     -   1.00000329  x   0.99996454  =   0.99996783
 AH1738!UTM  14      -   1.00000329  x   0.99991927  =   0.99992256
 AH1738
 AH1738                          SUPERSEDED SURVEY CONTROL
 AH1738
 AH1738  ELLIP H (02/16/96)  -20.82   (m)                       GP(       ) 5 1
 AH1738  NAD 83(1986)-  27 40 43.96870(N)    097 22 09.15704(W) AD(       ) 1
 AH1738  NGVD 29 (04/09/92)    5.5    (m)           18.     (f) GPS OBS        
 AH1738
 AH1738.Superseded values are not recommended for survey control.
 AH1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1738.See file dsdata.txt to determine how the superseded data were derived.
 AH1738
 AH1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6082862694(NAD 83)
 AH1738_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1738_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1738+WITH SETTING: PAVEMENT
 AH1738_SP_SET: ON TOP OF STM. SEW. CURB INLET
 AH1738_STAMPING: SQ090
 AH1738_MARK LOGO: TX1550
 AH1738_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1738+STABILITY: SURFACE MOTION
 AH1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1738+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1738
 AH1738  HISTORY     - Date     Condition        Report By
 AH1738  HISTORY     - 1991     MONUMENTED       TX1550
 AH1738
 AH1738                          STATION DESCRIPTION
 AH1738
 AH1738'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1738'IN CORPUS CHRISTI ON CIMARRON N. OF SARATOGA. STATION LOCATED ON TOP
 AH1738'OF CURB INLET ON E. SIDE CIMARRON, 53.8 FT (16.4 M) N. OF PP AND
 AH1738'ACROSS THE ST. FROM THE REHABILITATION HOSPITAL OF SOUTH TEXAS.
 AH1738'MONUMENT IS A BRASS DISK ON TOP OF CONC. STM. SEW. CURB INLET STAMPED
 AH1738'SQ090.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1739 ***********************************************************************
 AH1739  DESIGNATION -  SQ 100
 AH1739  PID         -  AH1739
 AH1739  STATE/COUNTY-  TX/NUECES
 AH1739  USGS QUAD   -  OSO CREEK NW (1975)
 AH1739
 AH1739                         *CURRENT SURVEY CONTROL
 AH1739  ___________________________________________________________________
 AH1739* NAD 83(1993)-  27 41 32.45387(N)    097 23 54.76422(W)     ADJUSTED  
 AH1739* NAVD 88     -         7.6    (meters)      25.     (feet)  VERTCON   
 AH1739  ___________________________________________________________________
 AH1739  X           -    -727,762.544 (meters)                     COMP
 AH1739  Y           -  -5,604,575.051 (meters)                     COMP
 AH1739  Z           -   2,946,351.354 (meters)                     COMP
 AH1739  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AH1739  ELLIP HEIGHT-         -18.80  (meters)          (06/17/02) GPS OBS
 AH1739  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH1739
 AH1739  HORZ ORDER  -  FIRST
 AH1739  ELLP ORDER  -  FIFTH     CLASS I
 AH1739
 AH1739.The horizontal coordinates were established by GPS observations
 AH1739.and adjusted by the National Geodetic Survey in February 1996..
 AH1739
 AH1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1739
 AH1739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1739
 AH1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1739
 AH1739.The ellipsoidal height was determined by GPS observations
 AH1739.and is referenced to NAD 83.
 AH1739
 AH1739.The geoid height was determined by GEOID03.
 AH1739
 AH1739;                    North         East     Units Scale Factor Converg.
 AH1739;SPC TX S     - 5,224,908.227   408,642.322   MT  0.99996734   +0 30 00.2
 AH1739;SPC TX S     -17,142,053.07  1,340,687.35   sFT  0.99996734   +0 30 00.2
 AH1739;UTM  14      - 3,064,148.760   657,915.731   MT  0.99990781   +0 44 39.8
 AH1739
 AH1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1739!SPC TX S     -   1.00000295  x   0.99996734  =   0.99997029
 AH1739!UTM  14      -   1.00000295  x   0.99990781  =   0.99991076
 AH1739
 AH1739                          SUPERSEDED SURVEY CONTROL
 AH1739
 AH1739  ELLIP H (02/16/96)  -18.67   (m)                       GP(       ) 5 1
 AH1739  NAD 83(1986)-  27 41 32.46059(N)    097 23 54.74326(W) AD(       ) 1
 AH1739  NGVD 29 (04/09/92)    7.7    (m)           25.     (f) GPS OBS        
 AH1739
 AH1739.Superseded values are not recommended for survey control.
 AH1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1739.See file dsdata.txt to determine how the superseded data were derived.
 AH1739
 AH1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5791664149(NAD 83)
 AH1739_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1739_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1739+WITH SETTING: INFORMATION.
 AH1739_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1739_STAMPING: SQ100
 AH1739_MARK LOGO: TX1550
 AH1739_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1739+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1739
 AH1739  HISTORY     - Date     Condition        Report By
 AH1739  HISTORY     - 1991     MONUMENTED       TX1550
 AH1739
 AH1739                          STATION DESCRIPTION
 AH1739
 AH1739'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1739'IN CORPUS CHRISTI AT THE SW CORNER OF THE INTER. OF EVERHART AND
 AH1739'SARATOGA. STATION LOCATED 33 FT (10.1 M) FROM YIELD SIGN AND 10.8 FT
 AH1739'(3.3 M) FROM B/C OF H.E.B. GROCERY STORE PKG. LOT.
 AH1739'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SQ100. ACCESS
 AH1739'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1740 ***********************************************************************
 AH1740  DESIGNATION -  SQ 120
 AH1740  PID         -  AH1740
 AH1740  STATE/COUNTY-  TX/NUECES
 AH1740  USGS QUAD   -  OSO CREEK NW (1975)
 AH1740
 AH1740                         *CURRENT SURVEY CONTROL
 AH1740  ___________________________________________________________________
 AH1740* NAD 83(1993)-  27 42 25.65806(N)    097 25 35.53642(W)     ADJUSTED  
 AH1740* NAVD 88     -         6.8    (meters)      22.     (feet)  VERTCON   
 AH1740  ___________________________________________________________________
 AH1740  X           -    -730,402.122 (meters)                     COMP
 AH1740  Y           -  -5,603,463.230 (meters)                     COMP
 AH1740  Z           -   2,947,801.006 (meters)                     COMP
 AH1740  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1740  ELLIP HEIGHT-         -19.61  (meters)          (06/17/02) GPS OBS
 AH1740  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AH1740
 AH1740  HORZ ORDER  -  FIRST
 AH1740  ELLP ORDER  -  FIFTH     CLASS I
 AH1740
 AH1740.The horizontal coordinates were established by GPS observations
 AH1740.and adjusted by the National Geodetic Survey in February 1996..
 AH1740
 AH1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1740
 AH1740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1740
 AH1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1740
 AH1740.The ellipsoidal height was determined by GPS observations
 AH1740.and is referenced to NAD 83.
 AH1740
 AH1740.The geoid height was determined by GEOID03.
 AH1740
 AH1740;                    North         East     Units Scale Factor Converg.
 AH1740;SPC TX S     - 5,226,522.048   405,867.432   MT  0.99997048   +0 29 14.5
 AH1740;SPC TX S     -17,147,347.75  1,331,583.40   sFT  0.99997048   +0 29 14.5
 AH1740;UTM  14      - 3,065,750.626   655,134.169   MT  0.99989706   +0 43 54.2
 AH1740
 AH1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1740!SPC TX S     -   1.00000308  x   0.99997048  =   0.99997356
 AH1740!UTM  14      -   1.00000308  x   0.99989706  =   0.99990014
 AH1740
 AH1740                          SUPERSEDED SURVEY CONTROL
 AH1740
 AH1740  ELLIP H (02/16/96)  -19.48   (m)                       GP(       ) 5 1
 AH1740  NAD 83(1986)-  27 42 25.66481(N)    097 25 35.51548(W) AD(       ) 1
 AH1740  NGVD 29 (04/09/92)    7.0    (m)           23.     (f) GPS OBS        
 AH1740
 AH1740.Superseded values are not recommended for survey control.
 AH1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1740.See file dsdata.txt to determine how the superseded data were derived.
 AH1740
 AH1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5513465751(NAD 83)
 AH1740_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1740_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1740+WITH SETTING: PAVEMENT
 AH1740_SP_SET: ON TOP OF STM. SEW. CURB INLET
 AH1740_STAMPING: SQ120
 AH1740_MARK LOGO: TX1550
 AH1740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1740+STABILITY: SURFACE MOTION
 AH1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1740+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1740
 AH1740  HISTORY     - Date     Condition        Report By
 AH1740  HISTORY     - 1991     MONUMENTED       TX1550
 AH1740
 AH1740                          STATION DESCRIPTION
 AH1740
 AH1740'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1740'IN CORPUS CHRISTI AT THE NW CORNER OF T INTER. BETWEEN KOSTORYZ AND
 AH1740'SARATOGA BLVD. STATION LOCATED ON TOP OF CURB INLET 43 FT (13.1 M) W.
 AH1740'OF CENTERLINE OF KOSTORZY AND 13.4 FT (4.1 M) S. OF WHERE CURB AND
 AH1740'GUTTER ENDS ALONG KOSTORYZ.
 AH1740'MONUMENT IS A BRASS DISK ON TOP OF CONC. STM. SEW. CURB INLET STAMPED
 AH1740'SQ120.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1741 ***********************************************************************
 AH1741  DESIGNATION -  SQ 130
 AH1741  PID         -  AH1741
 AH1741  STATE/COUNTY-  TX/NUECES
 AH1741  USGS QUAD   -  OSO CREEK NW (1975)
 AH1741
 AH1741                         *CURRENT SURVEY CONTROL
 AH1741  ___________________________________________________________________
 AH1741* NAD 83(1993)-  27 43 18.58523(N)    097 27 29.62017(W)     ADJUSTED  
 AH1741* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 AH1741  ___________________________________________________________________
 AH1741  X           -    -733,403.053 (meters)                     COMP
 AH1741  Y           -  -5,602,308.287 (meters)                     COMP
 AH1741  Z           -   2,949,243.911 (meters)                     COMP
 AH1741  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AH1741  ELLIP HEIGHT-         -18.28  (meters)          (06/17/02) GPS OBS
 AH1741  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH1741
 AH1741  HORZ ORDER  -  FIRST
 AH1741  ELLP ORDER  -  FIFTH     CLASS I
 AH1741
 AH1741.The horizontal coordinates were established by GPS observations
 AH1741.and adjusted by the National Geodetic Survey in February 1996..
 AH1741
 AH1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1741
 AH1741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1741
 AH1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1741
 AH1741.The ellipsoidal height was determined by GPS observations
 AH1741.and is referenced to NAD 83.
 AH1741
 AH1741.The geoid height was determined by GEOID03.
 AH1741
 AH1741;                    North         East     Units Scale Factor Converg.
 AH1741;SPC TX S     - 5,228,124.954   402,728.718   MT  0.99997367   +0 28 22.7
 AH1741;SPC TX S     -17,152,606.62  1,321,285.80   sFT  0.99997367   +0 28 22.7
 AH1741;UTM  14      - 3,067,340.002   651,988.902   MT  0.99988514   +0 43 02.4
 AH1741
 AH1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1741!SPC TX S     -   1.00000287  x   0.99997367  =   0.99997654
 AH1741!UTM  14      -   1.00000287  x   0.99988514  =   0.99988801
 AH1741
 AH1741                          SUPERSEDED SURVEY CONTROL
 AH1741
 AH1741  ELLIP H (02/16/96)  -18.15   (m)                       GP(       ) 5 1
 AH1741  NAD 83(1986)-  27 43 18.59205(N)    097 27 29.59932(W) AD(       ) 1
 AH1741  NGVD 29 (04/09/92)    8.4    (m)           28.     (f) GPS OBS        
 AH1741
 AH1741.Superseded values are not recommended for survey control.
 AH1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1741.See file dsdata.txt to determine how the superseded data were derived.
 AH1741
 AH1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5198967340(NAD 83)
 AH1741_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1741_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1741+WITH SETTING: INFORMATION.
 AH1741_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1741_STAMPING: SQ130
 AH1741_MARK LOGO: TX1550
 AH1741_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1741+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1741
 AH1741  HISTORY     - Date     Condition        Report By
 AH1741  HISTORY     - 1991     MONUMENTED       TX1550
 AH1741  HISTORY     - 20020629 POOR             USPSQD
 AH1741
 AH1741                          STATION DESCRIPTION
 AH1741
 AH1741'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1741'IN CORPUS CHRISTI ON SARATOGA BLVD. 0.2 MI (0.3 KM) W. OF GREENWOOD
 AH1741'DRIVE. STATION LOCATED 39 FT (11.9 M) W. OF LA VOLLO CREEK BRIDGE AND
 AH1741'5 FT (1.5 M) N. OF PAVT. ON SARATOGA.
 AH1741'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SQ130. ACCESS
 AH1741'THROUGH A HINGED COVER.
 AH1741
 AH1741                          STATION RECOVERY (2002)
 AH1741
 AH1741'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AH1741'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1742 ***********************************************************************
 AH1742  DESIGNATION -  SQ 150
 AH1742  PID         -  AH1742
 AH1742  STATE/COUNTY-  TX/NUECES
 AH1742  USGS QUAD   -  PETRONILA NE (1975)
 AH1742
 AH1742                         *CURRENT SURVEY CONTROL
 AH1742  ___________________________________________________________________
 AH1742* NAD 83(1993)-  27 43 55.62872(N)    097 30 13.02940(W)     ADJUSTED  
 AH1742* NAVD 88     -        11.9    (meters)      39.     (feet)  VERTCON   
 AH1742  ___________________________________________________________________
 AH1742  X           -    -737,772.289 (meters)                     COMP
 AH1742  Y           -  -5,601,202.775 (meters)                     COMP
 AH1742  Z           -   2,950,254.969 (meters)                     COMP
 AH1742  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1742  ELLIP HEIGHT-         -14.58  (meters)          (06/17/02) GPS OBS
 AH1742  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH1742
 AH1742  HORZ ORDER  -  FIRST
 AH1742  ELLP ORDER  -  FIFTH     CLASS I
 AH1742
 AH1742.The horizontal coordinates were established by GPS observations
 AH1742.and adjusted by the National Geodetic Survey in February 1996..
 AH1742
 AH1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1742
 AH1742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1742
 AH1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1742
 AH1742.The ellipsoidal height was determined by GPS observations
 AH1742.and is referenced to NAD 83.
 AH1742
 AH1742.The geoid height was determined by GEOID03.
 AH1742
 AH1742;                    North         East     Units Scale Factor Converg.
 AH1742;SPC TX S     - 5,229,229.017   398,243.778   MT  0.99997594   +0 27 08.5
 AH1742;SPC TX S     -17,156,228.87  1,306,571.46   sFT  0.99997594   +0 27 08.5
 AH1742;UTM  14      - 3,068,424.831   647,499.737   MT  0.99986854   +0 41 47.2
 AH1742
 AH1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1742!SPC TX S     -   1.00000229  x   0.99997594  =   0.99997823
 AH1742!UTM  14      -   1.00000229  x   0.99986854  =   0.99987083
 AH1742
 AH1742                          SUPERSEDED SURVEY CONTROL
 AH1742
 AH1742  ELLIP H (02/16/96)  -14.45   (m)                       GP(       ) 5 1
 AH1742  NAD 83(1986)-  27 43 55.63570(N)    097 30 13.00872(W) AD(       ) 1
 AH1742  NGVD 29 (04/09/92)   12.1    (m)           40.     (f) GPS OBS        
 AH1742
 AH1742.Superseded values are not recommended for survey control.
 AH1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1742.See file dsdata.txt to determine how the superseded data were derived.
 AH1742
 AH1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4750068425(NAD 83)
 AH1742_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1742_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1742+WITH SETTING: INFORMATION.
 AH1742_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1742_STAMPING: SQ150
 AH1742_MARK LOGO: TX1550
 AH1742_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1742+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1742
 AH1742  HISTORY     - Date     Condition        Report By
 AH1742  HISTORY     - 1991     MONUMENTED       TX1550
 AH1742  HISTORY     - 20020628 GOOD             USPSQD
 AH1742
 AH1742                          STATION DESCRIPTION
 AH1742
 AH1742'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1742'IN CORPUS CHRISTI S. OF T INTER. BETWEEN OLD BROWNSVILLE RD. AND FM
 AH1742'763 (JOE MIREUR RD.). STATION LOCATED 10 FT (3.0 M) S. OF PAVED
 AH1742'SHOULDER ON OLD BROWNSVILLE RD. AND 15 FT (4.6 M) E. OF THE EXTENDED
 AH1742'CENTERLINE OF FM 763.
 AH1742'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SQ150. ACCESS
 AH1742'THROUGH A HINGED COVER.
 AH1742
 AH1742                          STATION RECOVERY (2002)
 AH1742
 AH1742'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1743 ***********************************************************************
 AH1743  DESIGNATION -  SQ 180
 AH1743  PID         -  AH1743
 AH1743  STATE/COUNTY-  TX/NUECES
 AH1743  USGS QUAD   -  ANNAVILLE (1975)
 AH1743
 AH1743                         *CURRENT SURVEY CONTROL
 AH1743  ___________________________________________________________________
 AH1743* NAD 83(1993)-  27 46 06.76690(N)    097 32 36.12743(W)     ADJUSTED  
 AH1743* NAVD 88     -        14.3    (meters)      47.     (feet)  VERTCON   
 AH1743  ___________________________________________________________________
 AH1743  X           -    -741,411.515 (meters)                     COMP
 AH1743  Y           -  -5,598,828.275 (meters)                     COMP
 AH1743  Z           -   2,953,828.436 (meters)                     COMP
 AH1743  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AH1743  ELLIP HEIGHT-         -12.32  (meters)          (06/17/02) GPS OBS
 AH1743  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH1743
 AH1743  HORZ ORDER  -  FIRST
 AH1743  ELLP ORDER  -  FIFTH     CLASS I
 AH1743
 AH1743.The horizontal coordinates were established by GPS observations
 AH1743.and adjusted by the National Geodetic Survey in February 1996..
 AH1743
 AH1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1743
 AH1743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1743
 AH1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1743
 AH1743.The ellipsoidal height was determined by GPS observations
 AH1743.and is referenced to NAD 83.
 AH1743
 AH1743.The geoid height was determined by GEOID03.
 AH1743
 AH1743;                    North         East     Units Scale Factor Converg.
 AH1743;SPC TX S     - 5,233,235.198   394,293.935   MT  0.99998424   +0 26 03.5
 AH1743;SPC TX S     -17,169,372.48  1,293,612.69   sFT  0.99998424   +0 26 03.5
 AH1743;UTM  14      - 3,072,413.663   643,533.321   MT  0.99985429   +0 40 43.5
 AH1743
 AH1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1743!SPC TX S     -   1.00000194  x   0.99998424  =   0.99998618
 AH1743!UTM  14      -   1.00000194  x   0.99985429  =   0.99985623
 AH1743
 AH1743                          SUPERSEDED SURVEY CONTROL
 AH1743
 AH1743  ELLIP H (02/16/96)  -12.18   (m)                       GP(       ) 5 1
 AH1743  NAD 83(1986)-  27 46 06.77417(N)    097 32 36.10687(W) AD(       ) 1
 AH1743  NGVD 29 (04/09/92)   14.5    (m)           48.     (f) GPS OBS        
 AH1743
 AH1743.Superseded values are not recommended for survey control.
 AH1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1743.See file dsdata.txt to determine how the superseded data were derived.
 AH1743
 AH1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4353372414(NAD 83)
 AH1743_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1743_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1743+WITH SETTING: INFORMATION.
 AH1743_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1743_STAMPING: SQ180
 AH1743_MARK LOGO: TX1550
 AH1743_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1743+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1743
 AH1743  HISTORY     - Date     Condition        Report By
 AH1743  HISTORY     - 1991     MONUMENTED       TX1550
 AH1743
 AH1743                          STATION DESCRIPTION
 AH1743
 AH1743'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1743'IN CORPUS CHRISTI INSIDE SAN JUAN CITY PARK. TO REACH STATION FROM
 AH1743'HWY. 44 , GO S. ON SOUTH CLARKWOOD ROAD 1.5 MI (2.4 KM) TO CO. RD. 36
 AH1743'AND TURN RIGHT. GO W. ON CO. RD. 36 FOR 0.3 MI (0.5 KM) AND TURN LEFT
 AH1743'AT THE SECOND D/W INTO THE PARK. FOLLOW PARK RD. AROUND TO THE
 AH1743'STATION. STATION LOCATED 101 FT (30.8 M) W. OF FENCE CORNER FOR
 AH1743'BASEBALL FIELD AND 11 FT (3.4 M) NORTH OF CENTERLINE OF PARK RD.
 AH1743'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SQ180. ACCESS
 AH1743'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1744 ***********************************************************************
 AH1744  DESIGNATION -  SQ 190
 AH1744  PID         -  AH1744
 AH1744  STATE/COUNTY-  TX/NUECES
 AH1744  USGS QUAD   -  ANNAVILLE (1975)
 AH1744
 AH1744                         *CURRENT SURVEY CONTROL
 AH1744  ___________________________________________________________________
 AH1744* NAD 83(1993)-  27 47 04.01009(N)    097 34 18.96444(W)     ADJUSTED  
 AH1744* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 AH1744  ___________________________________________________________________
 AH1744  X           -    -744,095.024 (meters)                     COMP
 AH1744  Y           -  -5,597,647.027 (meters)                     COMP
 AH1744  Z           -   2,955,389.110 (meters)                     COMP
 AH1744  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AH1744  ELLIP HEIGHT-          -8.79  (meters)          (06/17/02) GPS OBS
 AH1744  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH1744
 AH1744  HORZ ORDER  -  FIRST
 AH1744  ELLP ORDER  -  FIFTH     CLASS I
 AH1744
 AH1744.The horizontal coordinates were established by GPS observations
 AH1744.and adjusted by the National Geodetic Survey in February 1996..
 AH1744
 AH1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1744
 AH1744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1744
 AH1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1744
 AH1744.The ellipsoidal height was determined by GPS observations
 AH1744.and is referenced to NAD 83.
 AH1744
 AH1744.The geoid height was determined by GEOID03.
 AH1744
 AH1744;                    North         East     Units Scale Factor Converg.
 AH1744;SPC TX S     - 5,234,976.171   391,465.330   MT  0.99998799   +0 25 16.9
 AH1744;SPC TX S     -17,175,084.32  1,284,332.50   sFT  0.99998799   +0 25 16.9
 AH1744;UTM  14      - 3,074,142.316   640,697.702   MT  0.99984434   +0 39 56.9
 AH1744
 AH1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1744!SPC TX S     -   1.00000138  x   0.99998799  =   0.99998937
 AH1744!UTM  14      -   1.00000138  x   0.99984434  =   0.99984572
 AH1744
 AH1744                          SUPERSEDED SURVEY CONTROL
 AH1744
 AH1744  ELLIP H (02/16/96)   -8.66   (m)                       GP(       ) 5 1
 AH1744  NAD 83(1986)-  27 47 04.01740(N)    097 34 18.94382(W) AD(       ) 1
 AH1744  NGVD 29 (04/09/92)   18.1    (m)           59.     (f) GPS OBS        
 AH1744
 AH1744.Superseded values are not recommended for survey control.
 AH1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1744.See file dsdata.txt to determine how the superseded data were derived.
 AH1744
 AH1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4069874142(NAD 83)
 AH1744_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1744_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1744+WITH SETTING: INFORMATION.
 AH1744_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1744_STAMPING: SQ190
 AH1744_MARK LOGO: TX1550
 AH1744_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1744+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1744
 AH1744  HISTORY     - Date     Condition        Report By
 AH1744  HISTORY     - 1991     MONUMENTED       TX1550
 AH1744
 AH1744                          STATION DESCRIPTION
 AH1744
 AH1744'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1744'IN CORPUS CHRISTI AT THE NE CORNER OF HWY. 44 AND MC KENZIE RD.
 AH1744'STATION LOCATED 26.7 FT (8.1 M) N. OF N. RAIL OF RR TRACK AND 34.2 FT
 AH1744'(10.4 M) E. OF THE CENTERLINE OF MC KENZIE RD.
 AH1744'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SQ190. ACCESS
 AH1744'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0129 ***********************************************************************
 AY0129  DESIGNATION -  SQUARE
 AY0129  PID         -  AY0129
 AY0129  STATE/COUNTY-  TX/BEXAR
 AY0129  USGS QUAD   -  LONGHORN (1992)
 AY0129
 AY0129                         *CURRENT SURVEY CONTROL
 AY0129  ___________________________________________________________________
 AY0129* NAD 83(1986)-  29 31 12.     (N)    098 23 46.     (W)     SCALED    
 AY0129* NAVD 88     -       226.097  (meters)     741.79   (feet)  POSTED    
 AY0129  ___________________________________________________________________
 AY0129  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AY0129  DYNAMIC HT  -         225.770 (meters)     740.71  (feet)  COMP
 AY0129  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 AY0129
 AY0129  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0129
 AY0129.The horizontal coordinates were scaled from a topographic map and have
 AY0129.an estimated accuracy of +/- 6 seconds.
 AY0129
 AY0129.The orthometric height was determined by differential leveling
 AY0129.and adjusted by the National Geodetic Survey in 1992..
 AY0129.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0129.rate of 2.1 thru 3.0 mm/km.
 AY0129
 AY0129.The geoid height was determined by GEOID03.
 AY0129
 AY0129.The dynamic height is computed by dividing the NAVD 88
 AY0129.geopotential number by the normal gravity value computed on the
 AY0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0129.degrees latitude (g = 980.6199 gals.).
 AY0129
 AY0129.The modeled gravity was interpolated from observed gravity values.
 AY0129
 AY0129;                    North         East    Units  Estimated Accuracy
 AY0129;SPC TXSC     - 4,187,080.      658,540.      MT  (+/- 180 meters Scaled)
 AY0129
 AY0129                          SUPERSEDED SURVEY CONTROL
 AY0129
 AY0129  NGVD 29 (??/??/92)  225.98   (m)          741.4    (f) COMPUTED    1 2
 AY0129
 AY0129.Superseded values are not recommended for survey control.
 AY0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0129.See file dsdata.txt to determine how the superseded data were derived.
 AY0129
 AY0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT585657(NAD 83)
 AY0129_MARKER: Q = CHISELED SQUARE
 AY0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0129_SP_SET: PIER
 AY0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0129
 AY0129  HISTORY     - Date     Condition        Report By
 AY0129  HISTORY     - UNK      MONUMENTED       CGS
 AY0129  HISTORY     - 1946     GOOD             NGS
 AY0129  HISTORY     - 1990     POOR             USPSQD
 AY0129  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0129
 AY0129                          STATION DESCRIPTION
 AY0129
 AY0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0129'9.8 MI NE FROM SAN ANTONIO.
 AY0129'3.1 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0129'STATION AT SAN ANTONIO, THENCE 6.7 MILES NORTHEAST ALONG THE MISSOURI,
 AY0129'KANSAS AND TEXAS RAILROAD, AT THE RAILWAY BRIDGE OVER U. S. HIGHWAY
 AY0129'81, ON THE TOP OF THE NORTHWEST END OF THE FIRST CONCRETE PIER
 AY0129'NORTHEAST OF THE HIGHWAY, ABOUT 14.0 FEET NORTHWEST OF THE NORTHWEST
 AY0129'RAIL, 0.7 FOOT SOUTHEAST OF THE NORTH CORNER OF THE PIER, ABOUT 4.0
 AY0129'FEET BELOW THE TRACKS, A CHISELED SQUARE.
 AY0129
 AY0129                          STATION RECOVERY (1990)
 AY0129
 AY0129'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0129'MARK RECOVERED IN POOR CONDITION.
 AY0129
 AY0129                          STATION RECOVERY (1999)
 AY0129
 AY0129'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1145 ***********************************************************************
 CS1145  DESIGNATION -  SQUARE ON CONCRETE
 CS1145  PID         -  CS1145
 CS1145  STATE/COUNTY-  TX/DALLAS
 CS1145  USGS QUAD   -  DUNCANVILLE (1981)
 CS1145
 CS1145                         *CURRENT SURVEY CONTROL
 CS1145  ___________________________________________________________________
 CS1145* NAD 83(1986)-  32 44 23.     (N)    096 58 10.     (W)     SCALED    
 CS1145* NAVD 88     -       147.452  (meters)     483.77   (feet)  ADJUSTED  
 CS1145  ___________________________________________________________________
 CS1145  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CS1145  DYNAMIC HT  -         147.282 (meters)     483.21  (feet)  COMP
 CS1145  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 CS1145
 CS1145  VERT ORDER  -  SECOND    CLASS 0
 CS1145
 CS1145.The horizontal coordinates were scaled from a topographic map and have
 CS1145.an estimated accuracy of +/- 6 seconds.
 CS1145
 CS1145.The orthometric height was determined by differential leveling
 CS1145.and adjusted by the National Geodetic Survey in June 1991..
 CS1145
 CS1145.The geoid height was determined by GEOID03.
 CS1145
 CS1145.The dynamic height is computed by dividing the NAVD 88
 CS1145.geopotential number by the normal gravity value computed on the
 CS1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1145.degrees latitude (g = 980.6199 gals.).
 CS1145
 CS1145.The modeled gravity was interpolated from observed gravity values.
 CS1145
 CS1145;                    North         East    Units  Estimated Accuracy
 CS1145;SPC TXNC     - 2,120,040.      743,430.      MT  (+/- 180 meters Scaled)
 CS1145
 CS1145                          SUPERSEDED SURVEY CONTROL
 CS1145
 CS1145  NGVD 29 (??/??/92)  147.504  (m)          483.94   (f) ADJ UNCH    2 0
 CS1145
 CS1145.Superseded values are not recommended for survey control.
 CS1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1145.See file dsdata.txt to determine how the superseded data were derived.
 CS1145
 CS1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB902242(NAD 83)
 CS1145_MARKER: Z = SEE DESCRIPTION
 CS1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1145_SP_SET: CONCRETE DRAINAGE
 CS1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1145
 CS1145  HISTORY     - Date     Condition        Report By
 CS1145  HISTORY     - UNK      MONUMENTED       CGS
 CS1145  HISTORY     - 1966     GOOD             NGS
 CS1145
 CS1145                          STATION DESCRIPTION
 CS1145
 CS1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1145'2.3 MI ESE FROM GRAND PRAIRIE.
 CS1145'FROM THE CITY HALL IN GRAND PRAIRIE GO EAST FOR 1 BLOCK TO NW 2ND
 CS1145'STREET, THENCE SOUTH FOR 1 BLOCK TO JEFFERSON BOULEVARD, THENCE EAST
 CS1145'FOR 2.35 MILES TO THE MOST WESTERLY GATE (NOT NORMALLY USED FOR AN
 CS1145'ENTRANCE) OF DALLAS, NAVAL AIR STATION, THENCE SOUTH FOR 0.25 MILE TO
 CS1145'TAXIWAY SOUTH OF THE CONTROL TOWER, THENCE WEST FOR 0.3 MILE TO WEST
 CS1145'EDGE OF INTERSECTION OF RUNWAYS, THENCE 0.05 MILE SOUTHWEST TO THE
 CS1145'MARK.  THE MARK IS ABOUT 450 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 CS1145'THE INTERSECTION OF THE RUNWAYS, 300 FEET WEST OF THE WEST EDGE OF THE
 CS1145'MAIN RUNWAY, 150 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A DIAGONAL
 CS1145'TAXIWAY, 100 FEET EAST OF THE EAST EDGE OF THE WEST TAXIWAY AND IN THE
 CS1145'NORTHEAST END OF A 4 BY 8-FOOT CONCRETE DRAINAGE.  THE MARK IS A
 CS1145'SQUARE FORMED BY 4 SMALL, DIM, CHISELED HOLES IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0996 ***********************************************************************
 EM0996  DESIGNATION -  SQUAW
 EM0996  PID         -  EM0996
 EM0996  STATE/COUNTY-  TX/HARDEMAN
 EM0996  USGS QUAD   -  NORTH GROESBECK (1985)
 EM0996
 EM0996                         *CURRENT SURVEY CONTROL
 EM0996  ___________________________________________________________________
 EM0996* NAD 83(1993)-  34 27 39.10997(N)    099 51 44.17330(W)     ADJUSTED  
 EM0996* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 EM0996  ___________________________________________________________________
 EM0996  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EM0996  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 EM0996
 EM0996  HORZ ORDER  -  SECOND
 EM0996
 EM0996.The horizontal coordinates were established by classical geodetic methods
 EM0996.and adjusted by the National Geodetic Survey in February 1996..
 EM0996
 EM0996.The orthometric height was scaled from a topographic map.
 EM0996
 EM0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0996
 EM0996.The geoid height was determined by GEOID03.
 EM0996
 EM0996;                    North         East     Units Scale Factor Converg.
 EM0996;SPC TXNC     - 2,310,695.144   474,812.236   MT  1.00017537   -0 44 34.7
 EM0996;SPC TXNC     - 7,581,005.65  1,557,779.81   sFT  1.00017537   -0 44 34.7
 EM0996;UTM  14      - 3,813,594.795   420,802.725   MT  0.99967731   -0 29 16.6
 EM0996
 EM0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0996!SPC TXNC     -   0.99992735  x   1.00017537  =   1.00010271
 EM0996!UTM  14      -   0.99992735  x   0.99967731  =   0.99960468
 EM0996
 EM0996:                Primary Azimuth Mark                     Grid Az
 EM0996:SPC TXNC     -  SQUAW AZ MK                              067 26 00.7
 EM0996:UTM  14      -  SQUAW AZ MK                              067 10 42.6
 EM0996
 EM0996|---------------------------------------------------------------------|
 EM0996| PID    Reference Object                     Distance      Geod. Az  |
 EM0996|                                                           dddmmss.s |
 EM0996| CX8716 SQUAW AZ MK                                        0664126.0 |
 EM0996| CX8717 SQUAW RM 1                           10.558 METERS 08625     |
 EM0996| EM0998 QUANAH PANHANDLE CO TANK            APPROX.20.1 KM 1511243.2 |
 EM0996| EM0997 QUANAH MUNICIPAL TANK               APPROX.21.3 KM 1512009.3 |
 EM0996| EM1000 ACME GEORGIA PAC CORP TANK          APPROX.16.2 KM 1665149.4 |
 EM0996| CX8718 SQUAW RM 2                           12.280 METERS 18050     |
 EM0996|---------------------------------------------------------------------|
 EM0996
 EM0996                          SUPERSEDED SURVEY CONTROL
 EM0996
 EM0996  NAD 83(1993)-  34 27 39.11006(N)    099 51 44.17341(W) AD(       ) 2
 EM0996  NAD 83(1986)-  34 27 39.11573(N)    099 51 44.16554(W) AD(       ) 2
 EM0996  NAD 27      -  34 27 38.87208(N)    099 51 42.80389(W) AD(       ) 2
 EM0996
 EM0996.Superseded values are not recommended for survey control.
 EM0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0996.See file dsdata.txt to determine how the superseded data were derived.
 EM0996
 EM0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2080313595(NAD 83)
 EM0996_MARKER: DS = TRIANGULATION STATION DISK
 EM0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0996_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0996
 EM0996  HISTORY     - Date     Condition        Report By
 EM0996  HISTORY     - 1967     MONUMENTED       CGS
 EM0996
 EM0996                          STATION DESCRIPTION
 EM0996
 EM0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0996'THE STATION IS ABOUT 13 MILES EAST-NORTHEAST OF KIRKLAND AND 6 MILES
 EM0996'NORTH OF GOODLETT, ON THE NORTH RIGHT-OF-WAY OF A GRADED ROAD.
 EM0996'
 EM0996'TO REACH THE STATION FROM THE POST OFFICE IN GOODLETT, GO WEST ON
 EM0996'U.S. HIGHWAY 287 FOR 0.65 MILE TO THE JUNCTION WITH FARM ROAD 680 ON
 EM0996'THE RIGHT.  TURN RIGHT AND GO NORTH ON FARM ROAD 680 FOR 4.45 MILES
 EM0996'TO A BRIDGE.  CONTINUE NORTH ON THE FARM ROAD 3.35 MILES TO A SIDE
 EM0996'ROAD AND A CEMETERY ON THE LEFT.  CONTINUE NORTH ON THE FARM ROAD
 EM0996'FOR 1.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON GRADED
 EM0996'ROAD FOR 1.1 MILES TO A CROSSROAD.  CONTINUE EAST ON GRADED ROAD FOR
 EM0996'0.8 MILE TO THE STATION ON THE LEFT.  CONTINUE EAST, NORTH AND
 EM0996'EAST ON GRADED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 EM0996'LEFT.
 EM0996'
 EM0996'STATION MARK IS A STANDARD DISK, STAMPED SQUAW 1967, SET IN THE TOP
 EM0996'OF A ROUND CONCRETE POST, THAT IS 14 INCHES BELOW THE GROUND
 EM0996'SURFACE.  IT IS 44.7 FEET NORTHEAST OF A TELEPHONE LINE POLE, 38.7
 EM0996'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 19.0 FEET NORTH OF THE
 EM0996'CENTERLINE OF A GRADED ROAD, 4.8 FEET SOUTHEAST OF A WITNESS SIGN
 EM0996'ATTACHED TO A FENCE POST AND 3.3 FEET SOUTH OF THE NORTH
 EM0996'RIGHT-OF-WAY FENCE.
 EM0996'
 EM0996'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SQUAW NO 1 1967, SET IN
 EM0996'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EM0996'FLUSH WITH THE GROUND SURFACE.  IT IS 22.0 FEET NORTH OF THE
 EM0996'CENTERLINE OF THE GRADED ROAD, 1.0 FEET SOUTH OF THE NORTH
 EM0996'RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM0996'THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 35.07 FEET OR
 EM0996'10.690 METERS.
 EM0996'
 EM0996'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SQUAW NO 2 1967, SET IN
 EM0996'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EM0996'FLUSH WITH THE GROUND SURFACE.  IT IS 21.0 FEET SOUTH OF THE
 EM0996'CENTERLINE OF THE GRADED ROAD, 17.0 FEET EAST OF THE TELEPHONE
 EM0996'LINE POLE, 1.5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND
 EM0996'ABOUT THE SAME ELEVATION AS THE STATION.  THE DISTANCE FROM THE
 EM0996'AXIS OF THE TELESCOPE IS 40.75 FEET OR 12.421 METERS.
 EM0996'
 EM0996'AZIMUTH MARK IS A STANDARD DISK, STAMPED SQUAW 1967, SET IN THE TOP
 EM0996'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 EM0996'INCHES ABOVE THE GROUND.  IT IS 15.0 FEET NORTH OF THE CENTERLINE
 EM0996'OF A GRADED ROAD AND 4.5 FEET WEST OF A TELEPHONE LINE POLE.
 EM0996'
 EM0996'NOTE--THE UNDERGROUND MARK IS 38 INCHES BELOW THE SURFACE OF THE
 EM0996'GROUND.  WITNESS POSTS WERE SET 3.0 FEET NORTH OF THE STATION AND
 EM0996'2.2 FEET EAST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1745 ***********************************************************************
 AH1745  DESIGNATION -  SR 010
 AH1745  PID         -  AH1745
 AH1745  STATE/COUNTY-  TX/NUECES
 AH1745  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1745
 AH1745                         *CURRENT SURVEY CONTROL
 AH1745  ___________________________________________________________________
 AH1745* NAD 83(1993)-  27 34 43.57073(N)    097 13 42.44922(W)     ADJUSTED  
 AH1745* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 AH1745  ___________________________________________________________________
 AH1745  X           -    -711,855.852 (meters)                     COMP
 AH1745  Y           -  -5,612,499.119 (meters)                     COMP
 AH1745  Z           -   2,935,199.495 (meters)                     COMP
 AH1745  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1745  ELLIP HEIGHT-         -22.48  (meters)          (06/17/02) GPS OBS
 AH1745  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AH1745
 AH1745  HORZ ORDER  -  FIRST
 AH1745  ELLP ORDER  -  FIFTH     CLASS I
 AH1745
 AH1745.The horizontal coordinates were established by GPS observations
 AH1745.and adjusted by the National Geodetic Survey in February 1996..
 AH1745
 AH1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1745
 AH1745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1745
 AH1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1745
 AH1745.The ellipsoidal height was determined by GPS observations
 AH1745.and is referenced to NAD 83.
 AH1745
 AH1745.The geoid height was determined by GEOID03.
 AH1745
 AH1745;                    North         East     Units Scale Factor Converg.
 AH1745;SPC TX S     - 5,212,481.088   425,545.234   MT  0.99994544   +0 34 38.2
 AH1745;SPC TX S     -17,101,281.70  1,396,142.99   sFT  0.99994544   +0 34 38.2
 AH1745;UTM  14      - 3,051,793.817   674,871.121   MT  0.99997748   +0 49 13.4
 AH1745
 AH1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1745!SPC TX S     -   1.00000353  x   0.99994544  =   0.99994897
 AH1745!UTM  14      -   1.00000353  x   0.99997748  =   0.99998101
 AH1745
 AH1745                          SUPERSEDED SURVEY CONTROL
 AH1745
 AH1745  ELLIP H (02/16/96)  -22.34   (m)                       GP(       ) 5 1
 AH1745  NAD 83(1986)-  27 34 43.57697(N)    097 13 42.42889(W) AD(       ) 1
 AH1745  NGVD 29 (04/09/92)    3.6    (m)           12.     (f) GPS OBS        
 AH1745
 AH1745.Superseded values are not recommended for survey control.
 AH1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1745.See file dsdata.txt to determine how the superseded data were derived.
 AH1745
 AH1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7487151794(NAD 83)
 AH1745_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1745_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1745+WITH SETTING: INFORMATION.
 AH1745_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1745_STAMPING: SR010
 AH1745_MARK LOGO: TX1550
 AH1745_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1745+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1745
 AH1745  HISTORY     - Date     Condition        Report By
 AH1745  HISTORY     - 1991     MONUMENTED       TX1550
 AH1745
 AH1745                          STATION DESCRIPTION
 AH1745
 AH1745'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1745'IN CORPUS CHRISTI ON PARK RD. 22. STATION LOCATED 0.25 MI (0.40 KM) S.
 AH1745'OF INTER. OF OLD PARK RD. 53 (HWY. 361) AND PARK RD. 22, 45 FT
 AH1745'(13.7 M) N. OF THE S. END OF MEDIAN AND APPROX. 100 FT (30.5 M) N. OF
 AH1745'NUECES/KLEBERG CO. LINE.
 AH1745'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SR010. ACCESS
 AH1745'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1746 ***********************************************************************
 AH1746  DESIGNATION -  SR 050
 AH1746  PID         -  AH1746
 AH1746  STATE/COUNTY-  TX/NUECES
 AH1746  USGS QUAD   -  PITA ISLAND (1975)
 AH1746
 AH1746                         *CURRENT SURVEY CONTROL
 AH1746  ___________________________________________________________________
 AH1746* NAD 83(1993)-  27 37 27.15124(N)    097 18 37.05730(W)     ADJUSTED  
 AH1746* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 AH1746  ___________________________________________________________________
 AH1746  X           -    -719,575.007 (meters)                     COMP
 AH1746  Y           -  -5,609,165.793 (meters)                     COMP
 AH1746  Z           -   2,939,663.297 (meters)                     COMP
 AH1746  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1746  ELLIP HEIGHT-         -18.96  (meters)          (06/17/02) GPS OBS
 AH1746  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AH1746
 AH1746  HORZ ORDER  -  FIRST
 AH1746  ELLP ORDER  -  FIFTH     CLASS I
 AH1746
 AH1746.The horizontal coordinates were established by GPS observations
 AH1746.and adjusted by the National Geodetic Survey in February 1996..
 AH1746
 AH1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1746
 AH1746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1746
 AH1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1746
 AH1746.The ellipsoidal height was determined by GPS observations
 AH1746.and is referenced to NAD 83.
 AH1746
 AH1746.The geoid height was determined by GEOID03.
 AH1746
 AH1746;                    North         East     Units Scale Factor Converg.
 AH1746;SPC TX S     - 5,217,437.057   417,418.010   MT  0.99995373   +0 32 24.5
 AH1746;SPC TX S     -17,117,541.41  1,369,478.92   sFT  0.99995373   +0 32 24.5
 AH1746;UTM  14      - 3,056,715.281   666,722.839   MT  0.99994311   +0 47 01.1
 AH1746
 AH1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1746!SPC TX S     -   1.00000298  x   0.99995373  =   0.99995671
 AH1746!UTM  14      -   1.00000298  x   0.99994311  =   0.99994609
 AH1746
 AH1746                          SUPERSEDED SURVEY CONTROL
 AH1746
 AH1746  ELLIP H (02/16/96)  -18.83   (m)                       GP(       ) 5 1
 AH1746  NAD 83(1986)-  27 37 27.15790(N)    097 18 37.03633(W) AD(       ) 1
 AH1746  NGVD 29 (04/09/92)    7.3    (m)           24.     (f) GPS OBS        
 AH1746
 AH1746.Superseded values are not recommended for survey control.
 AH1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1746.See file dsdata.txt to determine how the superseded data were derived.
 AH1746
 AH1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6672356715(NAD 83)
 AH1746_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1746_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1746+WITH SETTING: INFORMATION.
 AH1746_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1746_STAMPING: SR050
 AH1746_MARK LOGO: TX1550
 AH1746_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1746+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1746
 AH1746  HISTORY     - Date     Condition        Report By
 AH1746  HISTORY     - 1991     MONUMENTED       TX1550
 AH1746
 AH1746                          STATION DESCRIPTION
 AH1746
 AH1746'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1746'IN CORPUS CHRISTI AT THE INTER. OF YORKTOWN BLVD. AND WALDRON RD.
 AH1746'STATION LOCATED INSIDE MEDIAN ON YORKTOWN, 55 FT (16.8 M) W. OF
 AH1746'MEDIAN B/C ON WALDRON AND 29 FT (8.8 M) N. OF MEDIAN B/C ON YORKTOWN.
 AH1746'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SR050. ACCESS
 AH1746'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1747 ***********************************************************************
 AH1747  DESIGNATION -  SR 070
 AH1747  PID         -  AH1747
 AH1747  STATE/COUNTY-  TX/NUECES
 AH1747  USGS QUAD   -  OSO CREEK NE (1975)
 AH1747
 AH1747                         *CURRENT SURVEY CONTROL
 AH1747  ___________________________________________________________________
 AH1747* NAD 83(1993)-  27 38 24.69900(N)    097 20 33.56559(W)     ADJUSTED  
 AH1747* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 AH1747  ___________________________________________________________________
 AH1747  X           -    -722,637.771 (meters)                     COMP
 AH1747  Y           -  -5,607,940.131 (meters)                     COMP
 AH1747  Z           -   2,941,230.818 (meters)                     COMP
 AH1747  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1747  ELLIP HEIGHT-         -22.93  (meters)          (06/17/02) GPS OBS
 AH1747  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AH1747
 AH1747  HORZ ORDER  -  FIRST
 AH1747  ELLP ORDER  -  FIFTH     CLASS I
 AH1747
 AH1747.The horizontal coordinates were established by GPS observations
 AH1747.and adjusted by the National Geodetic Survey in February 1996..
 AH1747
 AH1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1747
 AH1747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1747
 AH1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1747
 AH1747.The ellipsoidal height was determined by GPS observations
 AH1747.and is referenced to NAD 83.
 AH1747
 AH1747.The geoid height was determined by GEOID03.
 AH1747
 AH1747;                    North         East     Units Scale Factor Converg.
 AH1747;SPC TX S     - 5,219,178.610   414,207.751   MT  0.99995680   +0 31 31.6
 AH1747;SPC TX S     -17,123,255.16  1,358,946.60   sFT  0.99995680   +0 31 31.6
 AH1747;UTM  14      - 3,058,443.139   663,505.266   MT  0.99993000   +0 46 08.5
 AH1747
 AH1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1747!SPC TX S     -   1.00000360  x   0.99995680  =   0.99996040
 AH1747!UTM  14      -   1.00000360  x   0.99993000  =   0.99993360
 AH1747
 AH1747                          SUPERSEDED SURVEY CONTROL
 AH1747
 AH1747  ELLIP H (02/16/96)  -22.80   (m)                       GP(       ) 5 1
 AH1747  NAD 83(1986)-  27 38 24.70568(N)    097 20 33.54461(W) AD(       ) 1
 AH1747  NGVD 29 (04/09/92)    3.4    (m)           11.     (f) GPS OBS        
 AH1747
 AH1747.Superseded values are not recommended for survey control.
 AH1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1747.See file dsdata.txt to determine how the superseded data were derived.
 AH1747
 AH1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6350558443(NAD 83)
 AH1747_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1747_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1747+WITH SETTING: INFORMATION.
 AH1747_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1747_STAMPING: SR070
 AH1747_MARK LOGO: TX1550
 AH1747_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1747+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1747
 AH1747  HISTORY     - Date     Condition        Report By
 AH1747  HISTORY     - 1991     MONUMENTED       TX1550
 AH1747  HISTORY     - 20020629 GOOD             USPSQD
 AH1747
 AH1747                          STATION DESCRIPTION
 AH1747
 AH1747'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1747'IN CORPUS CHRISTI ON YORKTOWN RD. AT THE BRIDGE OVER OSO CREEK 1.6 MI
 AH1747'(2.6 KM) W. OF FLOUR BLUFF. STATION LOCATED ON N. SIDE OF YORKTOWN,
 AH1747'E. OF BRIDGE, 1.5 FT (0.5 M) N. OF GUARDRAIL, 37 FT (11.3 M) W. OF PP
 AH1747'AND 19 FT (5.8 M) W. OF NO FISHING SIGN.
 AH1747'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SR070. ACCESS
 AH1747'THROUGH A HINGED COVER.
 AH1747
 AH1747                          STATION RECOVERY (2002)
 AH1747
 AH1747'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1748 ***********************************************************************
 AH1748  DESIGNATION -  SR 080
 AH1748  PID         -  AH1748
 AH1748  STATE/COUNTY-  TX/NUECES
 AH1748  USGS QUAD   -  OSO CREEK NE (1975)
 AH1748
 AH1748                         *CURRENT SURVEY CONTROL
 AH1748  ___________________________________________________________________
 AH1748* NAD 83(1993)-  27 38 13.62735(N)    097 21 12.44594(W)     ADJUSTED  
 AH1748* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 AH1748  ___________________________________________________________________
 AH1748  X           -    -723,715.214 (meters)                     COMP
 AH1748  Y           -  -5,607,961.692 (meters)                     COMP
 AH1748  Z           -   2,940,929.475 (meters)                     COMP
 AH1748  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1748  ELLIP HEIGHT-         -21.70  (meters)          (06/17/02) GPS OBS
 AH1748  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AH1748
 AH1748  HORZ ORDER  -  FIRST
 AH1748  ELLP ORDER  -  FIFTH     CLASS I
 AH1748
 AH1748.The horizontal coordinates were established by GPS observations
 AH1748.and adjusted by the National Geodetic Survey in February 1996..
 AH1748
 AH1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1748
 AH1748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1748
 AH1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1748
 AH1748.The ellipsoidal height was determined by GPS observations
 AH1748.and is referenced to NAD 83.
 AH1748
 AH1748.The geoid height was determined by GEOID03.
 AH1748
 AH1748;                    North         East     Units Scale Factor Converg.
 AH1748;SPC TX S     - 5,218,828.108   413,145.112   MT  0.99995620   +0 31 13.9
 AH1748;SPC TX S     -17,122,105.22  1,355,460.25   sFT  0.99995620   +0 31 13.9
 AH1748;UTM  14      - 3,058,088.134   662,444.157   MT  0.99992573   +0 45 50.2
 AH1748
 AH1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1748!SPC TX S     -   1.00000341  x   0.99995620  =   0.99995961
 AH1748!UTM  14      -   1.00000341  x   0.99992573  =   0.99992914
 AH1748
 AH1748                          SUPERSEDED SURVEY CONTROL
 AH1748
 AH1748  ELLIP H (02/16/96)  -21.57   (m)                       GP(       ) 5 1
 AH1748  NAD 83(1986)-  27 38 13.63404(N)    097 21 12.42497(W) AD(       ) 1
 AH1748  NGVD 29 (04/09/92)    4.7    (m)           15.     (f) GPS OBS        
 AH1748
 AH1748.Superseded values are not recommended for survey control.
 AH1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1748.See file dsdata.txt to determine how the superseded data were derived.
 AH1748
 AH1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6244458088(NAD 83)
 AH1748_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1748_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1748+WITH SETTING: INFORMATION.
 AH1748_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1748_STAMPING: SR080
 AH1748_MARK LOGO: TX1550
 AH1748_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1748+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1748
 AH1748  HISTORY     - Date     Condition        Report By
 AH1748  HISTORY     - 1991     MONUMENTED       TX1550
 AH1748  HISTORY     - 20020629 GOOD             USPSQD
 AH1748
 AH1748                          STATION DESCRIPTION
 AH1748
 AH1748'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1748'IN CORPUS CHRISTI ALONG STARRY LANE. TO REACH STATION GO E. ON
 AH1748'YORKTOWN FROM AIRLINE RD. 1 MI (1.6 KM) TO STARRY LANE. TURN RT. (S.)
 AH1748'AND FOLLOW RD. TO STATION ON LT. STATION LOCATED 17 FT (5.2 M) N. OF
 AH1748'CENTERLINE OF STARRY LN., 31 FT (9.4 M) S. OF PP. STATION IS LOCATED
 AH1748'BY A N-S FENCE LINE.
 AH1748'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SR080. ACCESS
 AH1748'THROUGH A HINGED COVER.
 AH1748
 AH1748                          STATION RECOVERY (2002)
 AH1748
 AH1748'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1749 ***********************************************************************
 AH1749  DESIGNATION -  SR 090
 AH1749  PID         -  AH1749
 AH1749  STATE/COUNTY-  TX/NUECES
 AH1749  USGS QUAD   -  OSO CREEK NW (1975)
 AH1749
 AH1749                         *CURRENT SURVEY CONTROL
 AH1749  ___________________________________________________________________
 AH1749* NAD 83(1993)-  27 39 21.58438(N)    097 22 30.49851(W)     ADJUSTED  
 AH1749* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 AH1749  ___________________________________________________________________
 AH1749  X           -    -725,712.772 (meters)                     COMP
 AH1749  Y           -  -5,606,725.595 (meters)                     COMP
 AH1749  Z           -   2,942,782.873 (meters)                     COMP
 AH1749  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1749  ELLIP HEIGHT-         -20.82  (meters)          (06/17/02) GPS OBS
 AH1749  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH1749
 AH1749  HORZ ORDER  -  FIRST
 AH1749  ELLP ORDER  -  FIFTH     CLASS I
 AH1749
 AH1749.The horizontal coordinates were established by GPS observations
 AH1749.and adjusted by the National Geodetic Survey in February 1996..
 AH1749
 AH1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1749
 AH1749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1749
 AH1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1749
 AH1749.The ellipsoidal height was determined by GPS observations
 AH1749.and is referenced to NAD 83.
 AH1749
 AH1749.The geoid height was determined by GEOID03.
 AH1749
 AH1749;                    North         East     Units Scale Factor Converg.
 AH1749;SPC TX S     - 5,220,900.509   410,986.937   MT  0.99995991   +0 30 38.5
 AH1749;SPC TX S     -17,128,904.42  1,348,379.64   sFT  0.99995991   +0 30 38.5
 AH1749;UTM  14      - 3,060,151.268   660,277.271   MT  0.99991709   +0 45 15.7
 AH1749
 AH1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1749!SPC TX S     -   1.00000327  x   0.99995991  =   0.99996318
 AH1749!UTM  14      -   1.00000327  x   0.99991709  =   0.99992036
 AH1749
 AH1749                          SUPERSEDED SURVEY CONTROL
 AH1749
 AH1749  ELLIP H (02/16/96)  -20.69   (m)                       GP(       ) 5 1
 AH1749  NAD 83(1986)-  27 39 21.59108(N)    097 22 30.47755(W) AD(       ) 1
 AH1749  NGVD 29 (04/09/92)    5.6    (m)           18.     (f) GPS OBS        
 AH1749
 AH1749.Superseded values are not recommended for survey control.
 AH1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1749.See file dsdata.txt to determine how the superseded data were derived.
 AH1749
 AH1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6027760151(NAD 83)
 AH1749_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1749_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1749+WITH SETTING: INFORMATION.
 AH1749_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1749_STAMPING: SR090
 AH1749_MARK LOGO: TX1550
 AH1749_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1749+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1749
 AH1749  HISTORY     - Date     Condition        Report By
 AH1749  HISTORY     - 1991     MONUMENTED       TX1550
 AH1749
 AH1749                          STATION DESCRIPTION
 AH1749
 AH1749'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1749'IN CORPUS CHRISTI INSIDE BILL WITT PARK. STAION LOCATED S. SIDE OF
 AH1749'YORKTOWN BLVD. 0.5 MI (0.8 KM) W. OF RODD FIELD RD., 9 FT (2.7 M) S.
 AH1749'OF PP, 27 FT (8.2 M) E. OF ANGLE POINT IN FENCE AND 100 FT (30.5 M)
 AH1749'E. OF ENTRANCE D/W TO PARK.
 AH1749'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SR090. ACCESS
 AH1749'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1750 ***********************************************************************
 AH1750  DESIGNATION -  SR 100
 AH1750  PID         -  AH1750
 AH1750  STATE/COUNTY-  TX/NUECES
 AH1750  USGS QUAD   -  OSO CREEK NW (1975)
 AH1750
 AH1750                         *CURRENT SURVEY CONTROL
 AH1750  ___________________________________________________________________
 AH1750* NAD 83(1993)-  27 40 24.51374(N)    097 24 35.70035(W)     ADJUSTED  
 AH1750* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 AH1750  ___________________________________________________________________
 AH1750  X           -    -728,999.911 (meters)                     COMP
 AH1750  Y           -  -5,605,392.230 (meters)                     COMP
 AH1750  Z           -   2,944,498.511 (meters)                     COMP
 AH1750  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AH1750  ELLIP HEIGHT-         -20.78  (meters)          (06/17/02) GPS OBS
 AH1750  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH1750
 AH1750  HORZ ORDER  -  FIRST
 AH1750  ELLP ORDER  -  FIFTH     CLASS I
 AH1750
 AH1750.The horizontal coordinates were established by GPS observations
 AH1750.and adjusted by the National Geodetic Survey in February 1996..
 AH1750
 AH1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1750
 AH1750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1750
 AH1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1750
 AH1750.The ellipsoidal height was determined by GPS observations
 AH1750.and is referenced to NAD 83.
 AH1750
 AH1750.The geoid height was determined by GEOID03.
 AH1750
 AH1750;                    North         East     Units Scale Factor Converg.
 AH1750;SPC TX S     - 5,222,807.321   407,538.816   MT  0.99996343   +0 29 41.7
 AH1750;SPC TX S     -17,135,160.35  1,337,066.93   sFT  0.99996343   +0 29 41.7
 AH1750;UTM  14      - 3,062,043.299   656,821.249   MT  0.99990356   +0 44 19.1
 AH1750
 AH1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1750!SPC TX S     -   1.00000326  x   0.99996343  =   0.99996669
 AH1750!UTM  14      -   1.00000326  x   0.99990356  =   0.99990682
 AH1750
 AH1750:                Primary Azimuth Mark                     Grid Az
 AH1750:SPC TX S     -  SR 101                                   121 51 45.4
 AH1750:UTM  14      -  SR 101                                   121 37 08.0
 AH1750
 AH1750|---------------------------------------------------------------------|
 AH1750| PID    Reference Object                     Distance      Geod. Az  |
 AH1750|                                                           dddmmss.s |
 AH1750| AH1751 SR 101                              APPROX. 1.6 KM 1222127.1 |
 AH1750|---------------------------------------------------------------------|
 AH1750
 AH1750                          SUPERSEDED SURVEY CONTROL
 AH1750
 AH1750  ELLIP H (02/16/96)  -20.65   (m)                       GP(       ) 5 1
 AH1750  NAD 83(1986)-  27 40 24.52048(N)    097 24 35.67942(W) AD(       ) 1
 AH1750  NGVD 29 (04/09/92)    5.7    (m)           19.     (f) GPS OBS        
 AH1750
 AH1750.Superseded values are not recommended for survey control.
 AH1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1750.See file dsdata.txt to determine how the superseded data were derived.
 AH1750
 AH1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5682162043(NAD 83)
 AH1750_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1750_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1750+WITH SETTING: INFORMATION.
 AH1750_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1750_STAMPING: SR100
 AH1750_MARK LOGO: TX1550
 AH1750_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1750+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1750
 AH1750  HISTORY     - Date     Condition        Report By
 AH1750  HISTORY     - 1991     MONUMENTED       TX1550
 AH1750
 AH1750                          STATION DESCRIPTION
 AH1750
 AH1750'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1750'IN CORPUS CHRISTI AT THE INTER. OF YORKTOWN BLVD. AND EVERHART RD.
 AH1750'STATION LOCATED 20 FT (6.1 M) E. OF E. MEDIAN NOSE ON YORKTOWN.
 AH1750'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SR100. ACCESS
 AH1750'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1751 ***********************************************************************
 AH1751  DESIGNATION -  SR 101
 AH1751  PID         -  AH1751
 AH1751  STATE/COUNTY-  TX/NUECES
 AH1751  USGS QUAD   -  OSO CREEK NW (1975)
 AH1751
 AH1751                         *CURRENT SURVEY CONTROL
 AH1751  ___________________________________________________________________
 AH1751* NAD 83(1993)-  27 39 56.52564(N)    097 23 46.09014(W)     ADJUSTED  
 AH1751* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 AH1751  ___________________________________________________________________
 AH1751  X           -    -727,703.278 (meters)                     COMP
 AH1751  Y           -  -5,605,964.765 (meters)                     COMP
 AH1751  Z           -   2,943,735.845 (meters)                     COMP
 AH1751  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1751  ELLIP HEIGHT-         -20.07  (meters)          (06/17/02) GPS OBS
 AH1751  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH1751
 AH1751  HORZ ORDER  -  FIRST
 AH1751  ELLP ORDER  -  FIFTH     CLASS I
 AH1751
 AH1751.The horizontal coordinates were established by GPS observations
 AH1751.and adjusted by the National Geodetic Survey in February 1996..
 AH1751
 AH1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1751
 AH1751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1751
 AH1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1751
 AH1751.The ellipsoidal height was determined by GPS observations
 AH1751.and is referenced to NAD 83.
 AH1751
 AH1751.The geoid height was determined by GEOID03.
 AH1751
 AH1751;                    North         East     Units Scale Factor Converg.
 AH1751;SPC TX S     - 5,221,957.682   408,905.801   MT  0.99996185   +0 30 04.2
 AH1751;SPC TX S     -17,132,372.83  1,341,551.78   sFT  0.99996185   +0 30 04.2
 AH1751;UTM  14      - 3,061,199.530   658,191.758   MT  0.99990889   +0 44 41.5
 AH1751
 AH1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1751!SPC TX S     -   1.00000315  x   0.99996185  =   0.99996500
 AH1751!UTM  14      -   1.00000315  x   0.99990889  =   0.99991204
 AH1751
 AH1751:                Primary Azimuth Mark                     Grid Az
 AH1751:SPC TX S     -  SR 100                                   301 51 46.0
 AH1751:UTM  14      -  SR 100                                   301 37 08.7
 AH1751
 AH1751|---------------------------------------------------------------------|
 AH1751| PID    Reference Object                     Distance      Geod. Az  |
 AH1751|                                                           dddmmss.s |
 AH1751| AH1750 SR 100                              APPROX. 1.6 KM 3022150.2 |
 AH1751|---------------------------------------------------------------------|
 AH1751
 AH1751                          SUPERSEDED SURVEY CONTROL
 AH1751
 AH1751  ELLIP H (02/16/96)  -19.94   (m)                       GP(       ) 5 1
 AH1751  NAD 83(1986)-  27 39 56.53237(N)    097 23 46.06920(W) AD(       ) 1
 AH1751  NGVD 29 (04/09/92)    6.4    (m)           21.     (f) GPS OBS        
 AH1751
 AH1751.Superseded values are not recommended for survey control.
 AH1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1751.See file dsdata.txt to determine how the superseded data were derived.
 AH1751
 AH1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5819261200(NAD 83)
 AH1751_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1751_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1751+WITH SETTING: PAVEMENT
 AH1751_SP_SET: ON TOP OF STM. SEW. CURB INLET
 AH1751_STAMPING: SR101
 AH1751_MARK LOGO: TX1550
 AH1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1751+STABILITY: SURFACE MOTION
 AH1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1751+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1751
 AH1751  HISTORY     - Date     Condition        Report By
 AH1751  HISTORY     - 1991     MONUMENTED       TX1550
 AH1751
 AH1751                          STATION DESCRIPTION
 AH1751
 AH1751'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1751'IN CORPUS CHRISTI ON SOUTH STAPLES S. OF YORKTOWN BLVD. STATION IS
 AH1751'LOCATED 270 FT (82.3 M) S. OF YORKTOWN ON THE E. SIDE OF SOUTH
 AH1751'STAPLES ON TOP OF CURB INLET, 102.5 FT (31.2 M) N. OF A NO PARKING
 AH1751'SIGN AND 9 FT (2.7 M) W. OF S/W ALONG SOUTH STAPLES.
 AH1751'MONUMENT IS A BRASS DISK ON TOP OF CONC. STM. SEW. CURB INLET STAMPED
 AH1751'SR101.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1752 ***********************************************************************
 AH1752  DESIGNATION -  SR 110
 AH1752  PID         -  AH1752
 AH1752  STATE/COUNTY-  TX/NUECES
 AH1752  USGS QUAD   -  OSO CREEK NW (1975)
 AH1752
 AH1752                         *CURRENT SURVEY CONTROL
 AH1752  ___________________________________________________________________
 AH1752* NAD 83(1993)-  27 41 20.41616(N)    097 25 42.53864(W)     ADJUSTED  
 AH1752* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 AH1752  ___________________________________________________________________
 AH1752  X           -    -730,712.748 (meters)                     COMP
 AH1752  Y           -  -5,604,361.873 (meters)                     COMP
 AH1752  Z           -   2,946,021.718 (meters)                     COMP
 AH1752  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1752  ELLIP HEIGHT-         -22.10  (meters)          (06/17/02) GPS OBS
 AH1752  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH1752
 AH1752  HORZ ORDER  -  FIRST
 AH1752  ELLP ORDER  -  FIFTH     CLASS I
 AH1752
 AH1752.The horizontal coordinates were established by GPS observations
 AH1752.and adjusted by the National Geodetic Survey in February 1996..
 AH1752
 AH1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1752
 AH1752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1752
 AH1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1752
 AH1752.The ellipsoidal height was determined by GPS observations
 AH1752.and is referenced to NAD 83.
 AH1752
 AH1752.The geoid height was determined by GEOID03.
 AH1752
 AH1752;                    North         East     Units Scale Factor Converg.
 AH1752;SPC TX S     - 5,224,512.288   405,692.660   MT  0.99996664   +0 29 11.3
 AH1752;SPC TX S     -17,140,754.06  1,331,010.00   sFT  0.99996664   +0 29 11.3
 AH1752;UTM  14      - 3,063,740.284   654,967.975   MT  0.99989643   +0 43 49.4
 AH1752
 AH1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1752!SPC TX S     -   1.00000347  x   0.99996664  =   0.99997011
 AH1752!UTM  14      -   1.00000347  x   0.99989643  =   0.99989990
 AH1752
 AH1752                          SUPERSEDED SURVEY CONTROL
 AH1752
 AH1752  ELLIP H (02/16/96)  -21.97   (m)                       GP(       ) 5 1
 AH1752  NAD 83(1986)-  27 41 20.42292(N)    097 25 42.51772(W) AD(       ) 1
 AH1752  NGVD 29 (04/09/92)    4.5    (m)           15.     (f) GPS OBS        
 AH1752
 AH1752.Superseded values are not recommended for survey control.
 AH1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1752.See file dsdata.txt to determine how the superseded data were derived.
 AH1752
 AH1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5496863740(NAD 83)
 AH1752_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1752_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1752+WITH SETTING: INFORMATION.
 AH1752_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1752_STAMPING: SR110
 AH1752_MARK LOGO: TX1550
 AH1752_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1752+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1752
 AH1752  HISTORY     - Date     Condition        Report By
 AH1752  HISTORY     - 1991     MONUMENTED       TX1550
 AH1752
 AH1752                          STATION DESCRIPTION
 AH1752
 AH1752'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1752'IN CORPUS CHRISTI ON HWY. 43 AT THE NE SIDE OF BRIDGE OVER OSO CREEK.
 AH1752'STATION IS ON THE N. SIDE OF HWY. 43, 62.5 FT (19.1 M) N. OF SE
 AH1752'CORNER OF BRIDGE AND 33.5 FT (10.2 M) N. OF NE CORNER BRIDGE.
 AH1752'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SR110. ACCESS
 AH1752'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1753 ***********************************************************************
 AH1753  DESIGNATION -  SR 120
 AH1753  PID         -  AH1753
 AH1753  STATE/COUNTY-  TX/NUECES
 AH1753  USGS QUAD   -  OSO CREEK NW (1975)
 AH1753
 AH1753                         *CURRENT SURVEY CONTROL
 AH1753  ___________________________________________________________________
 AH1753* NAD 83(1993)-  27 41 15.35047(N)    097 27 15.76505(W)     ADJUSTED  
 AH1753* NAVD 88     -         8.9    (meters)      29.     (feet)  VERTCON   
 AH1753  ___________________________________________________________________
 AH1753  X           -    -733,255.627 (meters)                     COMP
 AH1753  Y           -  -5,604,106.901 (meters)                     COMP
 AH1753  Z           -   2,945,885.771 (meters)                     COMP
 AH1753  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AH1753  ELLIP HEIGHT-         -17.52  (meters)          (06/17/02) GPS OBS
 AH1753  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AH1753
 AH1753  HORZ ORDER  -  FIRST
 AH1753  ELLP ORDER  -  FIFTH     CLASS I
 AH1753
 AH1753.The horizontal coordinates were established by GPS observations
 AH1753.and adjusted by the National Geodetic Survey in February 1996..
 AH1753
 AH1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1753
 AH1753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1753
 AH1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1753
 AH1753.The ellipsoidal height was determined by GPS observations
 AH1753.and is referenced to NAD 83.
 AH1753
 AH1753.The geoid height was determined by GEOID03.
 AH1753
 AH1753;                    North         East     Units Scale Factor Converg.
 AH1753;SPC TX S     - 5,224,334.941   403,139.651   MT  0.99996635   +0 28 29.0
 AH1753;SPC TX S     -17,140,172.22  1,322,634.00   sFT  0.99996635   +0 28 29.0
 AH1753;UTM  14      - 3,063,552.092   652,415.934   MT  0.99988675   +0 43 05.9
 AH1753
 AH1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1753!SPC TX S     -   1.00000275  x   0.99996635  =   0.99996910
 AH1753!UTM  14      -   1.00000275  x   0.99988675  =   0.99988950
 AH1753
 AH1753                          SUPERSEDED SURVEY CONTROL
 AH1753
 AH1753  ELLIP H (02/16/96)  -17.39   (m)                       GP(       ) 5 1
 AH1753  NAD 83(1986)-  27 41 15.35728(N)    097 27 15.74420(W) AD(       ) 1
 AH1753  NGVD 29 (04/09/92)    9.1    (m)           30.     (f) GPS OBS        
 AH1753
 AH1753.Superseded values are not recommended for survey control.
 AH1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1753.See file dsdata.txt to determine how the superseded data were derived.
 AH1753
 AH1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5241663552(NAD 83)
 AH1753_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1753_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1753+WITH SETTING: INFORMATION.
 AH1753_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1753_STAMPING: SR120
 AH1753_MARK LOGO: TX1550
 AH1753_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1753+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1753
 AH1753  HISTORY     - Date     Condition        Report By
 AH1753  HISTORY     - 1991     MONUMENTED       TX1550
 AH1753
 AH1753                          STATION DESCRIPTION
 AH1753
 AH1753'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1753'IN CORPUS CHRISTI AT THE SE CORNER OF INTER. BETWEEN HWY. 286 (CHAPMAN
 AH1753'RANCH RD.) AND FM 43. STATION LOCATED 210 FT (64.0 M) S. OF S. ROW
 AH1753'LINE OF FM 43 AND 12 FT (3.7 M) E. OF E. ROW LINE OF HWY. 286.
 AH1753'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SR120. ACCESS
 AH1753'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1754 ***********************************************************************
 AH1754  DESIGNATION -  SR 160
 AH1754  PID         -  AH1754
 AH1754  STATE/COUNTY-  TX/NUECES
 AH1754  USGS QUAD   -  PETRONILA NE (1975)
 AH1754
 AH1754                         *CURRENT SURVEY CONTROL
 AH1754  ___________________________________________________________________
 AH1754* NAD 83(1993)-  27 43 35.23583(N)    097 32 01.34366(W)     ADJUSTED  
 AH1754* NAVD 88     -        12.6    (meters)      41.     (feet)  VERTCON   
 AH1754  ___________________________________________________________________
 AH1754  X           -    -740,751.871 (meters)                     COMP
 AH1754  Y           -  -5,601,104.694 (meters)                     COMP
 AH1754  Z           -   2,949,699.622 (meters)                     COMP
 AH1754  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AH1754  ELLIP HEIGHT-         -13.95  (meters)          (06/17/02) GPS OBS
 AH1754  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH1754
 AH1754  HORZ ORDER  -  FIRST
 AH1754  ELLP ORDER  -  FIFTH     CLASS I
 AH1754
 AH1754.The horizontal coordinates were established by GPS observations
 AH1754.and adjusted by the National Geodetic Survey in February 1996..
 AH1754
 AH1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1754
 AH1754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1754
 AH1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1754
 AH1754.The ellipsoidal height was determined by GPS observations
 AH1754.and is referenced to NAD 83.
 AH1754
 AH1754.The geoid height was determined by GEOID03.
 AH1754
 AH1754;                    North         East     Units Scale Factor Converg.
 AH1754;SPC TX S     - 5,228,578.249   395,282.017   MT  0.99997469   +0 26 19.3
 AH1754;SPC TX S     -17,154,093.81  1,296,854.42   sFT  0.99997469   +0 26 19.3
 AH1754;UTM  14      - 3,067,761.538   644,541.104   MT  0.99985788   +0 40 56.3
 AH1754
 AH1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1754!SPC TX S     -   1.00000219  x   0.99997469  =   0.99997688
 AH1754!UTM  14      -   1.00000219  x   0.99985788  =   0.99986007
 AH1754
 AH1754                          SUPERSEDED SURVEY CONTROL
 AH1754
 AH1754  ELLIP H (02/16/96)  -13.82   (m)                       GP(       ) 5 1
 AH1754  NAD 83(1986)-  27 43 35.24299(N)    097 32 01.32317(W) AD(       ) 1
 AH1754  NGVD 29 (04/09/92)   12.8    (m)           42.     (f) GPS OBS        
 AH1754
 AH1754.Superseded values are not recommended for survey control.
 AH1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1754.See file dsdata.txt to determine how the superseded data were derived.
 AH1754
 AH1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4454167762(NAD 83)
 AH1754_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1754_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1754+WITH SETTING: INFORMATION.
 AH1754_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1754_STAMPING: SR160
 AH1754_MARK LOGO: TX1550
 AH1754_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1754+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1754
 AH1754  HISTORY     - Date     Condition        Report By
 AH1754  HISTORY     - 1991     MONUMENTED       TX1550
 AH1754  HISTORY     - 20020628 GOOD             USPSQD
 AH1754
 AH1754                          STATION DESCRIPTION
 AH1754
 AH1754'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1754'IN CORPUS CHRISTI AT THE S. SIDE OF T INTER. BETWEEN SOUTH CLARKWOOD
 AH1754'RD. (FM 2292) AND OLD BROWNSVILLE RD. (FM 665). STATION LOCATED 10 FT
 AH1754'(3.0 M) S. OF ASPH SHOULDER ON OLD BROWNSVILLE RD. AND 20 FT (6.1 M)
 AH1754'E. OF EXTENDED CENTERLINE OF SOUTH CLARKWOOD RD.
 AH1754'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SR160. ACCESS
 AH1754'THROUGH A HINGED COVER.
 AH1754
 AH1754                          STATION RECOVERY (2002)
 AH1754
 AH1754'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1212 ***********************************************************************
 DN1212  DESIGNATION -  SR 35 USE 1955
 DN1212  PID         -  DN1212
 DN1212  STATE/COUNTY-  TX/GRAYSON
 DN1212  USGS QUAD   -  KINGSTON SOUTH (1982)
 DN1212
 DN1212                         *CURRENT SURVEY CONTROL
 DN1212  ___________________________________________________________________
 DN1212* NAD 83(1993)-  33 52 57.72269(N)    096 38 01.53818(W)     ADJUSTED  
 DN1212* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 DN1212  ___________________________________________________________________
 DN1212  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DN1212  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DN1212
 DN1212  HORZ ORDER  -  SECOND
 DN1212
 DN1212.The horizontal coordinates were established by classical geodetic methods
 DN1212.and adjusted by the National Geodetic Survey in February 1996..
 DN1212
 DN1212.The orthometric height was scaled from a topographic map.
 DN1212
 DN1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1212
 DN1212.The geoid height was determined by GEOID03.
 DN1212
 DN1212;                    North         East     Units Scale Factor Converg.
 DN1212;SPC TXNC     - 2,247,279.508   772,635.813   MT  0.99997766   +1 01 04.2
 DN1212;SPC TXNC     - 7,372,949.52  2,534,889.33   sFT  0.99997766   +1 01 04.2
 DN1212;SPC OK S     -    61,793.726   726,390.409   MT  1.00001034   +0 46 31.8
 DN1212;SPC OK S     -   202,734.92  2,383,165.87   sFT  1.00001034   +0 46 31.8
 DN1212;UTM  14      - 3,751,670.323   718,840.706   MT  1.00019042   +1 19 10.9
 DN1212
 DN1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1212!SPC TXNC     -   0.99997181  x   0.99997766  =   0.99994947
 DN1212!SPC OK S     -   0.99997181  x   1.00001034  =   0.99998215
 DN1212!UTM  14      -   0.99997181  x   1.00019042  =   1.00016222
 DN1212
 DN1212                          SUPERSEDED SURVEY CONTROL
 DN1212
 DN1212  NAD 83(1993)-  33 52 57.72300(N)    096 38 01.53819(W) AD(       ) 2
 DN1212  NAD 83(1986)-  33 52 57.72797(N)    096 38 01.53003(W) AD(       ) 2
 DN1212  NAD 27      -  33 52 57.36160(N)    096 38 00.54550(W) AD(       ) 2
 DN1212
 DN1212.Superseded values are not recommended for survey control.
 DN1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1212.See file dsdata.txt to determine how the superseded data were derived.
 DN1212
 DN1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1884151670(NAD 83)
 DN1212_MARKER: DD = SURVEY DISK
 DN1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1212_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1212+STABILITY: SURFACE MOTION
 DN1212
 DN1212  HISTORY     - Date     Condition        Report By
 DN1212  HISTORY     - 1955     MONUMENTED       USE
 DN1212
 DN1212                          STATION DESCRIPTION
 DN1212
 DN1212'DESCRIBED BY US ENGINEERS 1955
 DN1212'SEE STATION PRESTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4591 ***********************************************************************
 AW4591  DESIGNATION -  SR 5
 AW4591  PID         -  AW4591
 AW4591  STATE/COUNTY-  TX/HARRIS
 AW4591  USGS QUAD   -  ADDICKS (1995)
 AW4591
 AW4591                         *CURRENT SURVEY CONTROL
 AW4591  ___________________________________________________________________
 AW4591* NAD 83(1986)-  29 48 04.     (N)    095 42 15.     (W)     SCALED    
 AW4591* NAVD 88     -        33.47   (+/-2cm)     109.8    (feet)  VERTCON   
 AW4591  ___________________________________________________________________
 AW4591  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW4591
 AW4591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4591
 AW4591.The horizontal coordinates were scaled from a topographic map and have
 AW4591.an estimated accuracy of +/- 6 seconds.
 AW4591
 AW4591.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4591.The vertical order pertains to the NGVD 29 superseded value.
 AW4591
 AW4591.The geoid height was determined by GEOID03.
 AW4591
 AW4591;                    North         East    Units  Estimated Accuracy
 AW4591;SPC TXSC     - 4,222,570.      918,560.      MT  (+/- 180 meters Scaled)
 AW4591
 AW4591                          SUPERSEDED SURVEY CONTROL
 AW4591
 AW4591  NGVD 29 (??/??/92)   33.461  (m)          109.78   (f) ADJ UNCH    2 0
 AW4591
 AW4591.Superseded values are not recommended for survey control.
 AW4591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4591.See file dsdata.txt to determine how the superseded data were derived.
 AW4591
 AW4591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN386998(NAD 83)
 AW4591_MARKER: DD = SURVEY DISK
 AW4591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4591_STAMPING: ADDICKS RES SED RAING SR 5 1948 GALVESTON
 AW4591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4591+STABILITY: SURFACE MOTION
 AW4591
 AW4591  HISTORY     - Date     Condition        Report By
 AW4591  HISTORY     - 1948     MONUMENTED       USE
 AW4591  HISTORY     - 1954     GOOD             NGS
 AW4591  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4591  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW4591  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW4591
 AW4591                          STATION DESCRIPTION
 AW4591
 AW4591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4591'2.3 MI N FROM BARKER.
 AW4591'0.1 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT BARKER,
 AW4591'THENCE 2.2 MILES NORTH ALONG BARKER ROAD, 100 YARDS NORTH OF BENCH
 AW4591'MARK 253 (U.S.E.), AT A GAP IN A FENCE, 32 FEET WEST OF THE CENTER
 AW4591'LINE OF THE ROAD, 27.5 FEET SOUTH OF A TELEPHONE POLE, 4 FEET
 AW4591'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW4591'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AW4591
 AW4591                          STATION RECOVERY (1973)
 AW4591
 AW4591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4591'MARK NOT FOUND.
 AW4591
 AW4591                          STATION RECOVERY (1995)
 AW4591
 AW4591'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4591'MARK NOT FOUND.
 AW4591
 AW4591                          STATION RECOVERY (2004)
 AW4591
 AW4591'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1755 ***********************************************************************
 AH1755  DESIGNATION -  SS 080
 AH1755  PID         -  AH1755
 AH1755  STATE/COUNTY-  TX/NUECES
 AH1755  USGS QUAD   -  OSO CREEK NE (1975)
 AH1755
 AH1755                         *CURRENT SURVEY CONTROL
 AH1755  ___________________________________________________________________
 AH1755* NAD 83(1993)-  27 38 28.18185(N)    097 22 29.97468(W)     ADJUSTED  
 AH1755* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 AH1755  ___________________________________________________________________
 AH1755  X           -    -725,796.366 (meters)                     COMP
 AH1755  Y           -  -5,607,483.292 (meters)                     COMP
 AH1755  Z           -   2,941,326.430 (meters)                     COMP
 AH1755  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1755  ELLIP HEIGHT-         -21.55  (meters)          (06/17/02) GPS OBS
 AH1755  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AH1755
 AH1755  HORZ ORDER  -  FIRST
 AH1755  ELLP ORDER  -  FIFTH     CLASS I
 AH1755
 AH1755.The horizontal coordinates were established by GPS observations
 AH1755.and adjusted by the National Geodetic Survey in February 1996..
 AH1755
 AH1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1755
 AH1755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1755
 AH1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1755
 AH1755.The ellipsoidal height was determined by GPS observations
 AH1755.and is referenced to NAD 83.
 AH1755
 AH1755.The geoid height was determined by GEOID03.
 AH1755
 AH1755;                    North         East     Units Scale Factor Converg.
 AH1755;SPC TX S     - 5,219,256.955   411,015.947   MT  0.99995699   +0 30 38.7
 AH1755;SPC TX S     -17,123,512.19  1,348,474.82   sFT  0.99995699   +0 30 38.7
 AH1755;UTM  14      - 3,058,507.919   660,313.263   MT  0.99991724   +0 45 14.6
 AH1755
 AH1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1755!SPC TX S     -   1.00000339  x   0.99995699  =   0.99996038
 AH1755!UTM  14      -   1.00000339  x   0.99991724  =   0.99992062
 AH1755
 AH1755                          SUPERSEDED SURVEY CONTROL
 AH1755
 AH1755  ELLIP H (02/16/96)  -21.42   (m)                       GP(       ) 5 1
 AH1755  NAD 83(1986)-  27 38 28.18856(N)    097 22 29.95373(W) AD(       ) 1
 AH1755  NGVD 29 (04/09/92)    4.8    (m)           16.     (f) GPS OBS        
 AH1755
 AH1755.Superseded values are not recommended for survey control.
 AH1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1755.See file dsdata.txt to determine how the superseded data were derived.
 AH1755
 AH1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6031358508(NAD 83)
 AH1755_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1755_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1755+WITH SETTING: INFORMATION.
 AH1755_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1755_STAMPING: SS080
 AH1755_MARK LOGO: TX1550
 AH1755_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1755+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1755
 AH1755  HISTORY     - Date     Condition        Report By
 AH1755  HISTORY     - 1991     MONUMENTED       TX1550
 AH1755  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 AH1755
 AH1755                          STATION DESCRIPTION
 AH1755
 AH1755'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1755'IN CORPUS CHRISTI INSIDE OSO CREEK PARK AT S. END OF EVERHART RD.
 AH1755'STATION LOCATED 100 FT (30.5 M) N OF OSO CREEK PARK ENTRANCE RD. AND
 AH1755'3.6 FT (1.1 M) FROM AN IRON PIPE AT A NE PROPERTY CORNER AT ANGLE
 AH1755'POINT IN FENCE.
 AH1755'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SS080. ACCESS
 AH1755'THROUGH A HINGED COVER.
 AH1755
 AH1755                          STATION RECOVERY (2002)
 AH1755
 AH1755'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1756 ***********************************************************************
 AH1756  DESIGNATION -  SS 100
 AH1756  PID         -  AH1756
 AH1756  STATE/COUNTY-  TX/NUECES
 AH1756  USGS QUAD   -  OSO CREEK NW (1975)
 AH1756
 AH1756                         *CURRENT SURVEY CONTROL
 AH1756  ___________________________________________________________________
 AH1756* NAD 83(1993)-  27 39 08.22849(N)    097 24 25.79392(W)     ADJUSTED  
 AH1756* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 AH1756  ___________________________________________________________________
 AH1756  X           -    -728,871.182 (meters)                     COMP
 AH1756  Y           -  -5,606,507.859 (meters)                     COMP
 AH1756  Z           -   2,942,418.495 (meters)                     COMP
 AH1756  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AH1756  ELLIP HEIGHT-         -21.31  (meters)          (06/17/02) GPS OBS
 AH1756  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AH1756
 AH1756  HORZ ORDER  -  FIRST
 AH1756  ELLP ORDER  -  FIFTH     CLASS I
 AH1756
 AH1756.The horizontal coordinates were established by GPS observations
 AH1756.and adjusted by the National Geodetic Survey in February 1996..
 AH1756
 AH1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1756
 AH1756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1756
 AH1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1756
 AH1756.The ellipsoidal height was determined by GPS observations
 AH1756.and is referenced to NAD 83.
 AH1756
 AH1756.The geoid height was determined by GEOID03.
 AH1756
 AH1756;                    North         East     Units Scale Factor Converg.
 AH1756;SPC TX S     - 5,220,461.660   407,830.612   MT  0.99995917   +0 29 46.2
 AH1756;SPC TX S     -17,127,464.63  1,338,024.27   sFT  0.99995917   +0 29 46.2
 AH1756;UTM  14      - 3,059,699.033   657,122.993   MT  0.99990473   +0 44 21.8
 AH1756
 AH1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1756!SPC TX S     -   1.00000335  x   0.99995917  =   0.99996252
 AH1756!UTM  14      -   1.00000335  x   0.99990473  =   0.99990808
 AH1756
 AH1756                          SUPERSEDED SURVEY CONTROL
 AH1756
 AH1756  ELLIP H (02/16/96)  -21.18   (m)                       GP(       ) 5 1
 AH1756  NAD 83(1986)-  27 39 08.23522(N)    097 24 25.77299(W) AD(       ) 1
 AH1756  NGVD 29 (04/09/92)    5.1    (m)           17.     (f) GPS OBS        
 AH1756
 AH1756.Superseded values are not recommended for survey control.
 AH1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1756.See file dsdata.txt to determine how the superseded data were derived.
 AH1756
 AH1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5712359699(NAD 83)
 AH1756_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1756_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1756+WITH SETTING: INFORMATION.
 AH1756_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1756_STAMPING: SS100
 AH1756_MARK LOGO: TX1550
 AH1756_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1756+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1756
 AH1756  HISTORY     - Date     Condition        Report By
 AH1756  HISTORY     - 1991     MONUMENTED       TX1550
 AH1756
 AH1756                          STATION DESCRIPTION
 AH1756
 AH1756'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1756'IN CORPUS CHRISTI ON SOUTH STAPLES (FM 2444) 4 MI (6.4 KM) E. OF HWY.
 AH1756'286. STATION LOCATED N. SIDE OF SOUTH STAPLES AT FIRST D/W PAST THE
 AH1756'ENTRANCE TO CORPUS CHRISTI BOTANICAL GARDENS, 3.5 FT (1.1 M) N. OF
 AH1756'CONC. HEADWALL AND 2.5 FT (0.8 M) W. OF GATE POST FOR GRAVEL D/W.
 AH1756'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED SS100. ACCESS
 AH1756'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1757 ***********************************************************************
 AH1757  DESIGNATION -  SS 140
 AH1757  PID         -  AH1757
 AH1757  STATE/COUNTY-  TX/NUECES
 AH1757  USGS QUAD   -  PETRONILA NE (1975)
 AH1757
 AH1757                         *CURRENT SURVEY CONTROL
 AH1757  ___________________________________________________________________
 AH1757* NAD 83(1993)-  27 41 16.50964(N)    097 30 06.32992(W)     ADJUSTED  
 AH1757* NAVD 88     -        11.1    (meters)      36.     (feet)  VERTCON   
 AH1757  ___________________________________________________________________
 AH1757  X           -    -737,887.623 (meters)                     COMP
 AH1757  Y           -  -5,603,484.125 (meters)                     COMP
 AH1757  Z           -   2,945,918.384 (meters)                     COMP
 AH1757  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AH1757  ELLIP HEIGHT-         -15.33  (meters)          (06/17/02) GPS OBS
 AH1757  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AH1757
 AH1757  HORZ ORDER  -  FIRST
 AH1757  ELLP ORDER  -  FIFTH     CLASS I
 AH1757
 AH1757.The horizontal coordinates were established by GPS observations
 AH1757.and adjusted by the National Geodetic Survey in February 1996..
 AH1757
 AH1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1757
 AH1757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1757
 AH1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1757
 AH1757.The ellipsoidal height was determined by GPS observations
 AH1757.and is referenced to NAD 83.
 AH1757
 AH1757.The geoid height was determined by GEOID03.
 AH1757
 AH1757;                    North         East     Units Scale Factor Converg.
 AH1757;SPC TX S     - 5,224,332.776   398,466.009   MT  0.99996642   +0 27 11.6
 AH1757;SPC TX S     -17,140,165.12  1,307,300.56   sFT  0.99996642   +0 27 11.6
 AH1757;UTM  14      - 3,063,530.079   647,742.756   MT  0.99986943   +0 41 46.7
 AH1757
 AH1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1757!SPC TX S     -   1.00000241  x   0.99996642  =   0.99996883
 AH1757!UTM  14      -   1.00000241  x   0.99986943  =   0.99987184
 AH1757
 AH1757                          SUPERSEDED SURVEY CONTROL
 AH1757
 AH1757  ELLIP H (02/16/96)  -15.19   (m)                       GP(       ) 5 1
 AH1757  NAD 83(1986)-  27 41 16.51660(N)    097 30 06.30926(W) AD(       ) 1
 AH1757  NGVD 29 (04/09/92)   11.3    (m)           37.     (f) GPS OBS        
 AH1757
 AH1757.Superseded values are not recommended for survey control.
 AH1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1757.See file dsdata.txt to determine how the superseded data were derived.
 AH1757
 AH1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4774363530(NAD 83)
 AH1757_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1757_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH1757+WITH SETTING: PAVEMENT
 AH1757_SP_SET: TOP OF HDWL FOR BOX CULV STRUC
 AH1757_STAMPING: SS140
 AH1757_MARK LOGO: TX1550
 AH1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1757+STABILITY: SURFACE MOTION
 AH1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1757+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1757
 AH1757  HISTORY     - Date     Condition        Report By
 AH1757  HISTORY     - 1991     MONUMENTED       TX1550
 AH1757  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH1757
 AH1757                          STATION DESCRIPTION
 AH1757
 AH1757'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1757'IN CORPUS CHRISTI AT THE S. SIDE OF T INTER. BETWEEN FM 43 AND FM
 AH1757'763. STATION LOCATED ON E. SIDE OF CONC. HEADWALL AND 90 FT (27.4 M)
 AH1757'SW OF PP AT NE CORNER INTER.
 AH1757'MONUMENT IS A BRASS DISK ON TOP OF HEADWALL FOR CONC. BOX CULVERT
 AH1757'STRUCTURE STAMPED SS140.
 AH1757
 AH1757                          STATION RECOVERY (2002)
 AH1757
 AH1757'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0153 ***********************************************************************
 BQ0153  DESIGNATION -  SS 737
 BQ0153  PID         -  BQ0153
 BQ0153  STATE/COUNTY-  TX/PRESIDIO
 BQ0153  USGS QUAD   -  FRENCHMAN HILLS (1983)
 BQ0153
 BQ0153                         *CURRENT SURVEY CONTROL
 BQ0153  ___________________________________________________________________
 BQ0153* NAD 83(1986)-  30 03 33.     (N)    104 01 27.     (W)     SCALED    
 BQ0153* NAVD 88     -      1294.648  (meters)    4247.52   (feet)  ADJUSTED  
 BQ0153  ___________________________________________________________________
 BQ0153  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BQ0153  DYNAMIC HT  -        1292.491 (meters)    4240.45  (feet)  COMP
 BQ0153  MODELED GRAV-     978,930.9   (mgal)                       NAVD 88
 BQ0153
 BQ0153  VERT ORDER  -  SECOND    CLASS 0
 BQ0153
 BQ0153.The horizontal coordinates were scaled from a topographic map and have
 BQ0153.an estimated accuracy of +/- 6 seconds.
 BQ0153
 BQ0153.The orthometric height was determined by differential leveling
 BQ0153.and adjusted by the National Geodetic Survey in June 1991..
 BQ0153
 BQ0153.The geoid height was determined by GEOID03.
 BQ0153
 BQ0153.The dynamic height is computed by dividing the NAVD 88
 BQ0153.geopotential number by the normal gravity value computed on the
 BQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0153.degrees latitude (g = 980.6199 gals.).
 BQ0153
 BQ0153.The modeled gravity was interpolated from observed gravity values.
 BQ0153
 BQ0153;                    North         East    Units  Estimated Accuracy
 BQ0153;SPC TXSC     - 4,257,090.      115,700.      MT  (+/- 180 meters Scaled)
 BQ0153
 BQ0153                          SUPERSEDED SURVEY CONTROL
 BQ0153
 BQ0153  NGVD 29 (??/??/92) 1294.194  (m)         4246.03   (f) ADJ UNCH    2 0
 BQ0153
 BQ0153.Superseded values are not recommended for survey control.
 BQ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0153.See file dsdata.txt to determine how the superseded data were derived.
 BQ0153
 BQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP940257(NAD 83)
 BQ0153_MARKER: DB = BENCH MARK DISK
 BQ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0153_STAMPING: SS 737 1943
 BQ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0153+STABILITY: SURFACE MOTION
 BQ0153
 BQ0153  HISTORY     - Date     Condition        Report By
 BQ0153  HISTORY     - 1943     MONUMENTED       CGS
 BQ0153  HISTORY     - 1958     GOOD             NGS
 BQ0153
 BQ0153                          STATION DESCRIPTION
 BQ0153
 BQ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0153'13.85 MI N FROM PLATA.
 BQ0153'ABOUT 13.85 MILES NORTH ALONG FARM ROAD 169 FROM THE RAILROAD SECTION
 BQ0153'FOREMANS HOUSE AT PLATA, 31 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BQ0153'ON THE SOUTH SIDE OF A WASH FORMING A DIP IN THE ROAD, 20 1/2 FEET
 BQ0153'WEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT NORTH OF A WHITE WOODEN
 BQ0153'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE
 BQ0153'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1960 ***********************************************************************
 BY1960  DESIGNATION -  SS 988
 BY1960  PID         -  BY1960
 BY1960  STATE/COUNTY-  TX/MADISON
 BY1960  USGS QUAD   -  SAND RIDGE (1972)
 BY1960
 BY1960                         *CURRENT SURVEY CONTROL
 BY1960  ___________________________________________________________________
 BY1960* NAD 83(1986)-  31 03 21.     (N)    095 43 24.     (W)     SCALED    
 BY1960* NAVD 88     -        57.33   (+/-2cm)     188.1    (feet)  VERTCON   
 BY1960  ___________________________________________________________________
 BY1960  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY1960
 BY1960  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1960
 BY1960.The horizontal coordinates were scaled from a topographic map and have
 BY1960.an estimated accuracy of +/- 6 seconds.
 BY1960
 BY1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1960.The vertical order pertains to the NGVD 29 superseded value.
 BY1960
 BY1960.The geoid height was determined by GEOID03.
 BY1960
 BY1960;                    North         East    Units  Estimated Accuracy
 BY1960;SPC TX C     - 3,163,110.    1,139,840.      MT  (+/- 180 meters Scaled)
 BY1960
 BY1960                          SUPERSEDED SURVEY CONTROL
 BY1960
 BY1960  NGVD 29 (??/??/92)   57.330  (m)          188.09   (f) ADJ UNCH    2 0
 BY1960
 BY1960.Superseded values are not recommended for survey control.
 BY1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1960.See file dsdata.txt to determine how the superseded data were derived.
 BY1960
 BY1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ401389(NAD 83)
 BY1960_MARKER: DB = BENCH MARK DISK
 BY1960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1960_SP_SET: CULVERT
 BY1960_STAMPING: SS 988 1947
 BY1960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1960
 BY1960  HISTORY     - Date     Condition        Report By
 BY1960  HISTORY     - 1947     MONUMENTED       CGS
 BY1960  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1960
 BY1960                          STATION DESCRIPTION
 BY1960
 BY1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1960'2.65 MI NE FROM MIDWAY.
 BY1960'2.65 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BY1960'MIDWAY, 16 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BY1960'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 5X5 FOOT
 BY1960'CONCRETE CULVERT.
 BY1960
 BY1960                          STATION RECOVERY (1996)
 BY1960
 BY1960'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3802 ***********************************************************************
 AB3802  SACS        -  This is a Secondary Airport Control Station.
 AB3802  DESIGNATION -  SSF A
 AB3802  PID         -  AB3802
 AB3802  STATE/COUNTY-  TX/BEXAR
 AB3802  USGS QUAD   -  SOUTHTON (1992)
 AB3802
 AB3802                         *CURRENT SURVEY CONTROL
 AB3802  ___________________________________________________________________
 AB3802* NAD 83(1993)-  29 20 02.81733(N)    098 27 53.16176(W)     ADJUSTED  
 AB3802* NAVD 88     -       170.72   (meters)     560.1    (feet)  GPS OBS   
 AB3802  ___________________________________________________________________
 AB3802  X           -    -819,162.436 (meters)                     COMP
 AB3802  Y           -  -5,504,295.478 (meters)                     COMP
 AB3802  Z           -   3,106,309.511 (meters)                     COMP
 AB3802  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AB3802  ELLIP HEIGHT-         145.18  (meters)          (06/26/01) GPS OBS
 AB3802  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AB3802
 AB3802  HORZ ORDER  -  FIRST
 AB3802  ELLP ORDER  -  SECOND    CLASS II
 AB3802
 AB3802.This mark is at Stinson Muni (SSF) Airport (SSF)
 AB3802
 AB3802.The horizontal coordinates were established by GPS observations
 AB3802.and adjusted by the National Geodetic Survey in February 1996..
 AB3802
 AB3802.The orthometric height was determined by GPS observations and a
 AB3802.high-resolution geoid model.
 AB3802
 AB3802.GPS derived orthometric heights for airport stations designated as
 AB3802.PACS or SACS are published to 2 decimal places.  This maintains
 AB3802.centimeter relative accuracy between the PACS and SACS.  It does
 AB3802.not indicate centimeter accuracy relative to other marks which are
 AB3802.part of the NAVD 88 network.
 AB3802
 AB3802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3802
 AB3802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3802
 AB3802.The ellipsoidal height was determined by GPS observations
 AB3802.and is referenced to NAD 83.
 AB3802
 AB3802.The geoid height was determined by GEOID03.
 AB3802
 AB3802;                    North         East     Units Scale Factor Converg.
 AB3802;SPC TXSC     - 4,166,445.248   651,976.614   MT  0.99986324   +0 15 44.0
 AB3802;SPC TXSC     -13,669,412.45  2,139,026.61   sFT  0.99986324   +0 15 44.0
 AB3802;UTM  14      - 3,245,122.627   551,963.507   MT  0.99963332   +0 15 44.0
 AB3802
 AB3802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3802!SPC TXSC     -   0.99997720  x   0.99986324  =   0.99984044
 AB3802!UTM  14      -   0.99997720  x   0.99963332  =   0.99961053
 AB3802
 AB3802                          SUPERSEDED SURVEY CONTROL
 AB3802
 AB3802  ELLIP H (02/20/96)  145.33   (m)                       GP(       ) 2 2
 AB3802
 AB3802.Superseded values are not recommended for survey control.
 AB3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3802.See file dsdata.txt to determine how the superseded data were derived.
 AB3802
 AB3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5196445123(NAD 83)
 AB3802_MARKER: I = METAL ROD
 AB3802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3802_STAMPING: SFF A 1995
 AB3802_MARK LOGO: NGS   
 AB3802_PROJECTION: FLUSH
 AB3802_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3802+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3802_ROD/PIPE-DEPTH: 5.91 meters
 AB3802_SLEEVE-DEPTH  : 1 meters
 AB3802
 AB3802  HISTORY     - Date     Condition        Report By
 AB3802  HISTORY     - 1995     MONUMENTED       NGS
 AB3802
 AB3802                          STATION DESCRIPTION
 AB3802
 AB3802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3802'THE STATION IS LOCATED ON THE SOUTH SIDE OF SAN ANTONIO AND AT THE
 AB3802'STINSON MUNICIPAL AIRPORT NEAR A OLD ABANDONED ROAD ABOUT MIDWAY
 AB3802'BETWEEN THE APPROACH END OF RUNWAY 27 AND THE APPROACH END OF RUNWAY
 AB3802'32.  OWNERSHIP--CITY OF SAN ANTONIO, 9800 AIRPORT BOULEVARD, SAN
 AB3802'ANTONIO, TX 78216.  AIRPORT MANAGER IS FLOE MORGAN, 8535 MISSION ROAD,
 AB3802'SAN ANTONIO, TX 78214, PHONE (210) 923-4357.  CONTACT TOWER CHIEF,
 AB3802'RUBEN GONZALEZ IN ADVANCE, PHONE (210) 921-0296.  ESCORT MAY BE
 AB3802'REQUIRED, RADIO EQUIPPED TRUCK WILL NOT REQUIRE ESCORT AND IS
 AB3802'PREFERRED.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AB3802'HIGHWAY 410, US HIGHWAY 281 SOUTH AND STATE HIGHWAY SPUR 536 NORTH
 AB3802'(EXIT 44) , GO NORTH ON STATE HIGHWAY SPUR 536 FOR 1.35 MI (2.17 KM)
 AB3802'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EASTERLY FOLLOWING 99TH
 AB3802'STREET FOR 0.65 MI (1.05 KM) TO A T-JUNCTION, TURN RIGHT AND GO
 AB3802'SOUTHEAST ON MISSION STREET FOR 0.4 MI (0.6 KM) TO A GATE ON THE RIGHT
 AB3802'(JUST PAST OFFICE) , TURN RIGHT AND GO SOUTHWEST ACROSS THE APRON FOR
 AB3802'0.1 MI (0.2 KM) TO A TAXIWAY LEFT, TURN LEFT AND GO SOUTHEAST ON THE
 AB3802'PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO RUNWAY 09/27, CONTINUE AHEAD
 AB3802'AND GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO THE
 AB3802'STATION ON THE LEFT.  THE STATION IS ABOUT 4 FT (1.2 M) HIGHER THAN
 AB3802'THE TAXIWAY, 205.0 FT (62.5 M) NORTH NORTHWEST OF THE MOST NORTHEAST
 AB3802'OF TWO FAA ELECTRICAL BOX SUPPORT POLES, 135.0 FT (41.1 M) EAST
 AB3802'SOUTHEAST OF A TAXIWAY LIGHT, 127.2 FT (38.8 M) NORTH NORTHEAST OF A
 AB3802'TAXIWAY LIGHT, 122.5 FT (37.3 M) NORTHEAST OF PARALLEL TAXIWAY CENTER,
 AB3802'37.0 FT (11.3 M) NORTH OF THE CENTER OF A OLD PAVED ROAD AND 2.5 FT
 AB3802'(0.8 M) SOUTH OF A WITNESS POST.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3803 ***********************************************************************
 AB3803  SACS        -  This is a Secondary Airport Control Station.
 AB3803  DESIGNATION -  SSF AP STA A
 AB3803  PID         -  AB3803
 AB3803  STATE/COUNTY-  TX/BEXAR
 AB3803  USGS QUAD   -  SOUTHTON (1992)
 AB3803
 AB3803                         *CURRENT SURVEY CONTROL
 AB3803  ___________________________________________________________________
 AB3803* NAD 83(1993)-  29 20 27.99791(N)    098 28 15.63900(W)     ADJUSTED  
 AB3803* NAVD 88     -       173.68   (meters)     569.8    (feet)  GPS OBS   
 AB3803  ___________________________________________________________________
 AB3803  X           -    -819,706.673 (meters)                     COMP
 AB3803  Y           -  -5,503,833.017 (meters)                     COMP
 AB3803  Z           -   3,106,986.841 (meters)                     COMP
 AB3803  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AB3803  ELLIP HEIGHT-         148.15  (meters)          (06/26/01) GPS OBS
 AB3803  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AB3803
 AB3803  HORZ ORDER  -  FIRST
 AB3803  ELLP ORDER  -  SECOND    CLASS II
 AB3803
 AB3803.This mark is at Stinson Muni (SSF) Airport (SSF)
 AB3803
 AB3803.The horizontal coordinates were established by GPS observations
 AB3803.and adjusted by the National Geodetic Survey in February 1996..
 AB3803
 AB3803.The orthometric height was determined by GPS observations and a
 AB3803.high-resolution geoid model.
 AB3803
 AB3803.GPS derived orthometric heights for airport stations designated as
 AB3803.PACS or SACS are published to 2 decimal places.  This maintains
 AB3803.centimeter relative accuracy between the PACS and SACS.  It does
 AB3803.not indicate centimeter accuracy relative to other marks which are
 AB3803.part of the NAVD 88 network.
 AB3803
 AB3803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3803
 AB3803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3803
 AB3803.The ellipsoidal height was determined by GPS observations
 AB3803.and is referenced to NAD 83.
 AB3803
 AB3803.The geoid height was determined by GEOID03.
 AB3803
 AB3803;                    North         East     Units Scale Factor Converg.
 AB3803;SPC TXSC     - 4,167,217.667   651,366.787   MT  0.99986325   +0 15 33.0
 AB3803;SPC TXSC     -13,671,946.63  2,137,025.87   sFT  0.99986325   +0 15 33.0
 AB3803;UTM  14      - 3,245,894.867   551,353.820   MT  0.99963254   +0 15 33.2
 AB3803
 AB3803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3803!SPC TXSC     -   0.99997673  x   0.99986325  =   0.99983999
 AB3803!UTM  14      -   0.99997673  x   0.99963254  =   0.99960928
 AB3803
 AB3803:                Primary Azimuth Mark                     Grid Az
 AB3803:SPC TXSC     -  SSF B                                    232 57 51.2
 AB3803:UTM  14      -  SSF B                                    232 57 51.0
 AB3803
 AB3803|---------------------------------------------------------------------|
 AB3803| PID    Reference Object                     Distance      Geod. Az  |
 AB3803|                                                           dddmmss.s |
 AB3803| AB2776 SSF B                               452.610 METERS 2331324.2 |
 AB3803|---------------------------------------------------------------------|
 AB3803
 AB3803                          SUPERSEDED SURVEY CONTROL
 AB3803
 AB3803  ELLIP H (02/20/96)  148.30   (m)                       GP(       ) 2 2
 AB3803
 AB3803.Superseded values are not recommended for survey control.
 AB3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3803.See file dsdata.txt to determine how the superseded data were derived.
 AB3803
 AB3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5135445895(NAD 83)
 AB3803_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3803_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB3803_STAMPING: AP 1965 STA A
 AB3803_MARK LOGO: CGS   
 AB3803_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3803+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1995
 AB3803
 AB3803  HISTORY     - Date     Condition        Report By
 AB3803  HISTORY     - 1965     MONUMENTED       CGS
 AB3803  HISTORY     - 19860615 GOOD             NGS
 AB3803  HISTORY     - 19950414 GOOD             NGS
 AB3803
 AB3803                          STATION DESCRIPTION
 AB3803
 AB3803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AB3803'LOCATED AT STINSON MUNI AIRPORT, NEAR RWY ENDS 14 AND 22, IN THE
 AB3803'TAXIWAY, COVERED BY A SMALL 12 INCH SQUARE MANHOLE COVER, 50.5 FT
 AB3803'(15.4 M) SW OF THE APRON, 98.5 FT (30.0 M) NE OF NE EDGE OF RWY 14-32,
 AB3803'103.0 FT (31.4 M) SE OF THE NW END OF THE NEW ASPHALT FOR THE TAXIWAY,
 AB3803'427.62 FT (130.34 M) SE OF THE CENTERLINE END OF RWY END 14, 361.60 FT
 AB3803'(110.22 M) SE OF THE CENTERLINE END OF RWY END 22.  THE STATION IS A
 AB3803'STANDARD TOPO DISK STAMPED AP 1965 STA A, SET IN A CONCRETE POST (AS
 AB3803'DESCRIBED ABOVE) 3 INCHES BELOW THE SURFACE OF THE TAXIWAY.
 AB3803
 AB3803                          STATION RECOVERY (1995)
 AB3803
 AB3803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3803'THE STATION IS LOCATED ON THE SOUTH SIDE OF SAN ANTONIO AND AT THE
 AB3803'STINSON MUNICIPAL AIRPORT NEAR THE APPROACH END OF RUNWAY 14 AND
 AB3803'LOCATED IN THE TAXIWAY.  OWNERSHIP--CITY OF SAN ANTONIO, 9800 AIRPORT
 AB3803'BOULEVARD, SAN ANTONIO, TX 78216.  AIRPORT MANAGER IS FLOE MORGAN,
 AB3803'8535 MISSION ROAD, SAN ANTONIO, TX 78214, PHONE (210) 923-4357.
 AB3803'CONTACT TOWER CHIEF, RUBEN GONZALEZ IN ADVANCE, PHONE (210) 921-0296.
 AB3803'ESCORT MAY BE REQUIRED, RADIO EQUIPPED TRUCK WILL NOT REQUIRE ESCORT
 AB3803'AND IS PREFERRED.  TO REACH THE STATION FROM THE JUNCTION OF
 AB3803'INTERSTATE HIGHWAY 410, US HIGHWAY 281 SOUTH AND STATE HIGHWAY SPUR
 AB3803'536 NORTH (EXIT 44) , GO NORTH ON STATE HIGHWAY SPUR 536 FOR 1.35 MI
 AB3803'(2.17 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EASTERLY FOLLOWING
 AB3803'99TH STREET FOR 0.65 MI (1.05 KM) TO A T-JUNCTION, TURN RIGHT AND GO
 AB3803'SOUTHEAST ON MISSION STREET FOR 0.4 MI (0.6 KM) TO A GATE ON THE RIGHT
 AB3803'(JUST PAST OFFICE) , TURN RIGHT AND GO SOUTHWEST ACROSS THE APRON FOR
 AB3803'0.1 MI (0.2 KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO NORTHWEST ON THE
 AB3803'PARALLEL TAXIWAY FOR 0.25 MI (0.40 KM) TO THE STATION UNDER THE TRUCK.
 AB3803'NOTE--ACCESS TO THE STATION IS HAD THROUGH A 1.15 FT (0.35 M) X 1.15
 AB3803'FT (0.35 M) SQUARE METAL COVER.  THE STATION IS RECESSED 5 CM BELOW
 AB3803'THE TAXIWAY SURFACE, 172.0 FT (52.4 M) WEST SOUTHWEST OF THE SOUTH
 AB3803'CORNER OF THE MOST NORTHWESTERLY HANGER, 25.5 FT (7.8 M) NORTHEAST OF
 AB3803'THE CENTER OF A CONCRETE JUNCTION BOX (BESIDE THE 2ND TAXIWAY LIGHT
 AB3803'SOUTHEAST OF A CONNECTOR TAXIWAY) AND 3.7 FT (1.1 M) SOUTHWEST OF THE
 AB3803'PAINTED TAXIWAY LINE.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2776 ***********************************************************************
 AB2776  PACS        -  This is a Primary Airport Control Station.
 AB2776  DESIGNATION -  SSF B
 AB2776  PID         -  AB2776
 AB2776  STATE/COUNTY-  TX/BEXAR
 AB2776  USGS QUAD   -  SOUTHTON (1992)
 AB2776
 AB2776                         *CURRENT SURVEY CONTROL
 AB2776  ___________________________________________________________________
 AB2776* NAD 83(1993)-  29 20 19.19673(N)    098 28 29.07714(W)     ADJUSTED  
 AB2776* NAVD 88     -       174.39   (meters)     572.1    (feet)  GPS OBS   
 AB2776  ___________________________________________________________________
 AB2776  X           -    -820,084.907 (meters)                     COMP
 AB2776  Y           -  -5,503,911.554 (meters)                     COMP
 AB2776  Z           -   3,106,750.965 (meters)                     COMP
 AB2776  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB2776  ELLIP HEIGHT-         148.87  (meters)          (10/24/00) GPS OBS
 AB2776  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AB2776
 AB2776  HORZ ORDER  -  B
 AB2776  ELLP ORDER  -  FOURTH    CLASS II
 AB2776
 AB2776.This mark is at Stinson Muni (SSF) Airport (SSF)
 AB2776
 AB2776.The horizontal coordinates were established by GPS observations
 AB2776.and adjusted by the National Geodetic Survey in February 1996..
 AB2776
 AB2776.The orthometric height was determined by GPS observations and a
 AB2776.high-resolution geoid model.
 AB2776
 AB2776.GPS derived orthometric heights for airport stations designated as
 AB2776.PACS or SACS are published to 2 decimal places.  This maintains
 AB2776.centimeter relative accuracy between the PACS and SACS.  It does
 AB2776.not indicate centimeter accuracy relative to other marks which are
 AB2776.part of the NAVD 88 network.
 AB2776
 AB2776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2776
 AB2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2776
 AB2776.The ellipsoidal height was determined by GPS observations
 AB2776.and is referenced to NAD 83.
 AB2776
 AB2776.The geoid height was determined by GEOID03.
 AB2776
 AB2776;                    North         East     Units Scale Factor Converg.
 AB2776;SPC TXSC     - 4,166,945.091   651,005.536   MT  0.99986325   +0 15 26.4
 AB2776;SPC TXSC     -13,671,052.35  2,135,840.66   sFT  0.99986325   +0 15 26.4
 AB2776;UTM  14      - 3,245,622.354   550,992.653   MT  0.99963208   +0 15 26.5
 AB2776
 AB2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2776!SPC TXSC     -   0.99997662  x   0.99986325  =   0.99983987
 AB2776!UTM  14      -   0.99997662  x   0.99963208  =   0.99960871
 AB2776
 AB2776:                Primary Azimuth Mark                     Grid Az
 AB2776:SPC TXSC     -  SSF AP STA A                             052 57 51.2
 AB2776:UTM  14      -  SSF AP STA A                             052 57 51.1
 AB2776
 AB2776|---------------------------------------------------------------------|
 AB2776| PID    Reference Object                     Distance      Geod. Az  |
 AB2776|                                                           dddmmss.s |
 AB2776| AB3803 SSF AP STA A                        452.610 METERS 0531317.6 |
 AB2776|---------------------------------------------------------------------|
 AB2776
 AB2776                          SUPERSEDED SURVEY CONTROL
 AB2776
 AB2776  ELLIP H (02/20/96)  149.02   (m)                       GP(       ) 1 1
 AB2776
 AB2776.Superseded values are not recommended for survey control.
 AB2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2776.See file dsdata.txt to determine how the superseded data were derived.
 AB2776
 AB2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5099345622(NAD 83)
 AB2776_MARKER: I = METAL ROD
 AB2776_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2776_STAMPING: SSF B 1995
 AB2776_MARK LOGO: NGS   
 AB2776_PROJECTION: FLUSH
 AB2776_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2776+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2776_ROD/PIPE-DEPTH: 2.62 meters
 AB2776_SLEEVE-DEPTH  : 1 meters
 AB2776
 AB2776  HISTORY     - Date     Condition        Report By
 AB2776  HISTORY     - 1995     MONUMENTED       NGS
 AB2776
 AB2776                          STATION DESCRIPTION
 AB2776
 AB2776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2776'THE STATION IS LOCATED ON THE SOUTH SIDE OF SAN ANTONIO AND AT THE
 AB2776'STINSON MUNICIPAL AIRPORT NEAR THE WEST CORNER OF THE LARGE GRASS
 AB2776'INFIELD.  OWNERSHIP--CITY OF SAN ANTONIO, 9800 AIRPORT BOULEVARD, SAN
 AB2776'ANTONIO, TX 78216.  AIRPORT MANAGER IS FLOE MORGAN, 8535 MISSION ROAD,
 AB2776'SAN ANTONIO, TX 78214, PHONE (210) 923-4357.  CONTACT TOWER CHIEF,
 AB2776'RUBEN GONZALEZ IN ADVANCE, PHONE (210) 921-0296.  ESCORT MAY BE
 AB2776'REQUIRED, RADIO EQUIPPED TRUCK WILL NOT REQUIRE ESCORT AND IS
 AB2776'PREFERRED.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AB2776'HIGHWAY 410, US HIGHWAY 281 SOUTH AND STATE HIGHWAY SPUR 536 NORTH
 AB2776'(EXIT 44) , GO NORTH ON STATE HIGHWAY SPUR 536 FOR 1.35 MI (2.17 KM)
 AB2776'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EASTERLY FOLLOWING 99TH
 AB2776'STREET FOR 0.65 MI (1.05 KM) TO A T-JUNCTION, TURN RIGHT AND GO
 AB2776'SOUTHEAST ON MISSION STREET FOR 0.4 MI (0.6 KM) TO A GATE ON THE RIGHT
 AB2776'(JUST PAST OFFICE) , TURN RIGHT AND GO SOUTHWEST ACROSS THE APRON FOR
 AB2776'0.1 MI (0.2 KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO NORTHWEST ON THE
 AB2776'PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO A TAXIWAY LEFT, TURN LEFT AND
 AB2776'GO SOUTHWEST ON TAXIWAY CROSSING THE APPROACH END OF RUNWAY 14, THEN
 AB2776'ON A OLD CLOSED RUNWAY FOR 0.2 MI (0.3 KM) TO A ROAD LEADING TO A
 AB2776'CUL-DE-SAC, CONTINUE AHEAD AND GO SOUTHWEST ON OLD CLOSED RUNWAY 0.1
 AB2776'MI (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS 364.5 FT
 AB2776'(111.1 M) SOUTHWEST OF A FIRE HYDRANT, 262.0 FT (79.9 M) NORTH FROM
 AB2776'THE APPROXIMATE CENTER OF A PARALLEL TAXIWAY (UNDER CONSTRUCTION AT
 AB2776'THIS TIME) , 121.5 FT (37.0 M) EAST NORTHEAST FROM THE CENTER OF A NO
 AB2776'ENTRY SIGN, 74.0 FT (22.6 M) SOUTHEAST FROM THE OLD CLOSED RUNWAY
 AB2776'CENTER AND 2.0 FT (0.6 M) NORTH OF A WITNESS POST.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0066 ***********************************************************************
 AM0066  DESIGNATION -  SSL 5 USE
 AM0066  PID         -  AM0066
 AM0066  STATE/COUNTY-  TX/BRAZORIA
 AM0066  USGS QUAD   -  FREEPORT (1974)
 AM0066
 AM0066                         *CURRENT SURVEY CONTROL
 AM0066  ___________________________________________________________________
 AM0066* NAD 83(1986)-  28 55 58.     (N)    095 19 48.     (W)     SCALED    
 AM0066* NAVD 88     -         1.09   (+/-2cm)       3.6    (feet)  VERTCON   
 AM0066  ___________________________________________________________________
 AM0066  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AM0066
 AM0066  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0066
 AM0066.The horizontal coordinates were scaled from a topographic map and have
 AM0066.an estimated accuracy of +/- 6 seconds.
 AM0066
 AM0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0066.The vertical order pertains to the NGVD 29 superseded value.
 AM0066
 AM0066.The geoid height was determined by GEOID03.
 AM0066
 AM0066;                    North         East    Units  Estimated Accuracy
 AM0066;SPC TXSC     - 4,127,460.      957,730.      MT  (+/- 180 meters Scaled)
 AM0066
 AM0066                          SUPERSEDED SURVEY CONTROL
 AM0066
 AM0066  NGVD 29 (??/??/92)    1.116  (m)            3.66   (f) ADJ UNCH    1 1
 AM0066
 AM0066.Superseded values are not recommended for survey control.
 AM0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0066.See file dsdata.txt to determine how the superseded data were derived.
 AM0066
 AM0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN728027(NAD 83)
 AM0066_MARKER: DD = SURVEY DISK
 AM0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0066_STAMPING: SSL 5 1964
 AM0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0066+STABILITY: SURFACE MOTION
 AM0066
 AM0066  HISTORY     - Date     Condition        Report By
 AM0066  HISTORY     - 1964     MONUMENTED       DOD
 AM0066  HISTORY     - 1973     GOOD             NGS
 AM0066  HISTORY     - 1977     GOOD             NGS
 AM0066  HISTORY     - 1978     GOOD             NGS
 AM0066  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0066
 AM0066                          STATION DESCRIPTION
 AM0066
 AM0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0066'1.95 MI SE FROM FREEPORT.
 AM0066'0.05 MILE EAST ALONG EAST FOURTH STREET FROM THE POST OFFICE AT
 AM0066'FREEPORT, THENCE 0.7 MILE SOUTH ALONG FARM ROAD 1495 (PINE STREET),
 AM0066'THENCE 1.2 MILES EAST ALONG COUNTY ROAD 240, 0.05 MILE SOUTHEAST OF
 AM0066'THE EAST CORNER OF A CYCLONE FENCE AROUND THE PHILLIPS PETROLEUM
 AM0066'COMPANY TANK FARM, DIRECTLY ACROSS THE ROAD FROM A SHIP LOADING DOCK,
 AM0066'99 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHWEST OF
 AM0066'THE SECOND POWER POLE SOUTHEAST OF THE FENCE CORNER, 22 FEET SOUTHEAST
 AM0066'OF THE EXTENDED CENTER LINE OF A ROAD NORTHEAST TO THE LOADING DOCK,
 AM0066'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AM0066'POST 0.1 FOOT UNDERGROUND.
 AM0066
 AM0066                          STATION RECOVERY (1977)
 AM0066
 AM0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0066'RECOVERED IN GOOD CONDITION.
 AM0066
 AM0066                          STATION RECOVERY (1978)
 AM0066
 AM0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0066'RECOVERED IN GOOD CONDITION.
 AM0066
 AM0066                          STATION RECOVERY (2004)
 AM0066
 AM0066'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1758 ***********************************************************************
 AH1758  DESIGNATION -  ST 120
 AH1758  PID         -  AH1758
 AH1758  STATE/COUNTY-  TX/NUECES
 AH1758  USGS QUAD   -  OSO CREEK NW (1975)
 AH1758
 AH1758                         *CURRENT SURVEY CONTROL
 AH1758  ___________________________________________________________________
 AH1758* NAD 83(1993)-  27 39 06.72802(N)    097 27 13.35517(W)     ADJUSTED  
 AH1758* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 AH1758  ___________________________________________________________________
 AH1758  X           -    -733,428.558 (meters)                     COMP
 AH1758  Y           -  -5,605,937.713 (meters)                     COMP
 AH1758  Z           -   2,942,378.934 (meters)                     COMP
 AH1758  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AH1758  ELLIP HEIGHT-         -18.40  (meters)          (06/17/02) GPS OBS
 AH1758  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH1758
 AH1758  HORZ ORDER  -  FIRST
 AH1758  ELLP ORDER  -  FIFTH     CLASS I
 AH1758
 AH1758.The horizontal coordinates were established by GPS observations
 AH1758.and adjusted by the National Geodetic Survey in February 1996..
 AH1758
 AH1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1758
 AH1758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1758
 AH1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1758
 AH1758.The ellipsoidal height was determined by GPS observations
 AH1758.and is referenced to NAD 83.
 AH1758
 AH1758.The geoid height was determined by GEOID03.
 AH1758
 AH1758;                    North         East     Units Scale Factor Converg.
 AH1758;SPC TX S     - 5,220,376.554   403,238.503   MT  0.99995909   +0 28 30.1
 AH1758;SPC TX S     -17,127,185.41  1,322,958.32   sFT  0.99995909   +0 28 30.1
 AH1758;UTM  14      - 3,059,594.459   652,531.576   MT  0.99988718   +0 43 04.0
 AH1758
 AH1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1758!SPC TX S     -   1.00000289  x   0.99995909  =   0.99996198
 AH1758!UTM  14      -   1.00000289  x   0.99988718  =   0.99989007
 AH1758
 AH1758                          SUPERSEDED SURVEY CONTROL
 AH1758
 AH1758  ELLIP H (02/16/96)  -18.27   (m)                       GP(       ) 5 1
 AH1758  NAD 83(1986)-  27 39 06.73479(N)    097 27 13.33429(W) AD(       ) 1
 AH1758  NGVD 29 (04/09/92)    8.1    (m)           27.     (f) GPS OBS        
 AH1758
 AH1758.Superseded values are not recommended for survey control.
 AH1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1758.See file dsdata.txt to determine how the superseded data were derived.
 AH1758
 AH1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5253259594(NAD 83)
 AH1758_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1758_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH1758+WITH SETTING: INFORMATION.
 AH1758_SP_SET: METAL ROD DRIVEN INTO GROUND
 AH1758_STAMPING: ST120
 AH1758_MARK LOGO: TX1550
 AH1758_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1758+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH1758
 AH1758  HISTORY     - Date     Condition        Report By
 AH1758  HISTORY     - 1991     MONUMENTED       TX1550
 AH1758
 AH1758                          STATION DESCRIPTION
 AH1758
 AH1758'DESCRIBED BY CITY OF CORPUS CHRISTI TEXAS 1991
 AH1758'IN CORPUS CHRISTI ON FM 2444. STATION LOCATED 160 FT (48.8 M) E. FROM
 AH1758'THE E. EDGE OF PAVT. ON CHAPMAN RANCH RD. (HWY. 286) AND 12 FT
 AH1758'(3.7 M) S. FROM THE S. EDGE OF PAVT. ON FM 2444.
 AH1758'MONUMENT IS A BRASS DISK ON TOP OF STEEL ROD STAMPED ST120. ACCESS
 AH1758'THROUGH A HINGED COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0917 ***********************************************************************
 BM0917  DESIGNATION -  ST EDWARDS
 BM0917  PID         -  BM0917
 BM0917  STATE/COUNTY-  TX/TRAVIS
 BM0917  USGS QUAD   -  OAK HILL (1988)
 BM0917
 BM0917                         *CURRENT SURVEY CONTROL
 BM0917  ___________________________________________________________________
 BM0917* NAD 83(1993)-  30 13 46.52493(N)    097 45 10.27990(W)     ADJUSTED  
 BM0917* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 BM0917  ___________________________________________________________________
 BM0917  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 BM0917  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BM0917
 BM0917  HORZ ORDER  -  FIRST
 BM0917
 BM0917.The horizontal coordinates were established by classical geodetic methods
 BM0917.and adjusted by the National Geodetic Survey in February 1996..
 BM0917
 BM0917.The orthometric height was scaled from a topographic map.
 BM0917
 BM0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0917
 BM0917.The geoid height was determined by GEOID03.
 BM0917
 BM0917;                    North         East     Units Scale Factor Converg.
 BM0917;SPC TX C     - 3,065,285.225   948,376.298   MT  0.99997177   +1 19 44.8
 BM0917;SPC TX C     -10,056,689.94  3,111,464.57   sFT  0.99997177   +1 19 44.8
 BM0917;SPC TXSC     - 4,266,219.102   720,050.290   MT  0.99998492   +0 36 39.6
 BM0917;SPC TXSC     -13,996,753.84  2,362,364.99   sFT  0.99998492   +0 36 39.6
 BM0917;UTM  14      - 3,344,883.914   620,011.062   MT  0.99977769   +0 37 40.7
 BM0917
 BM0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0917!SPC TX C     -   0.99997248  x   0.99997177  =   0.99994425
 BM0917!SPC TXSC     -   0.99997248  x   0.99998492  =   0.99995740
 BM0917!UTM  14      -   0.99997248  x   0.99977769  =   0.99975017
 BM0917
 BM0917:                Primary Azimuth Mark                     Grid Az
 BM0917:SPC TX C     -  AUSTIN DEAF AND BLIND SCH TANK           358 40 16.6
 BM0917:SPC TXSC     -  AUSTIN DEAF AND BLIND SCH TANK           359 23 21.8
 BM0917:UTM  14      -  AUSTIN DEAF AND BLIND SCH TANK           359 22 20.7
 BM0917
 BM0917|---------------------------------------------------------------------|
 BM0917| PID    Reference Object                     Distance      Geod. Az  |
 BM0917|                                                           dddmmss.s |
 BM0917| BM0926 AUSTIN DEAF AND BLIND SCH TANK      APPROX. 9.8 KM 0000001.4 |
 BM0917| BM0927 AUSTIN MUN P AND L PLT STK          APPROX. 4.1 KM 0023438.0 |
 BM0917| BM0888 AUSTIN TEX DEAF SCH W SPIRE         APPROX. 2.7 KM 0055406.3 |
 BM0917| BM0887 AUSTIN TEX DEAF SCH E SPIRE         APPROX. 2.7 KM 0061448.3 |
 BM0917| BM0891 AUSTIN STATE HOSPITAL STACK         APPROX. 8.8 KM 0084144.8 |
 BM0917| BM0894 AUSTIN TEX SCH FOR BLIND STACK      APPROX. 9.6 KM 0084411.8 |
 BM0917| BM0895 AUSTIN ST HOSPITAL STANDPIPE        APPROX. 8.9 KM 0094554.3 |
 BM0917| BM0893 AUSTIN STATE HOSPITAL DOME          APPROX. 8.8 KM 0095650.9 |
 BM0917| BM0889 AUSTIN U TEX MAIN PWR PLT STK       APPROX. 6.6 KM 0150351.9 |
 BM0917| BM0896 AUSTIN U TEX LIT CAMPUS PR STK      APPROX. 5.8 KM 0195555.1 |
 BM0917| BM0885 AUSTIN TEXAS PUBL SERV CO STK       APPROX. 4.2 KM 0275905.2 |
 BM0917| BM0886 AUSTIN ARANSAS COMPRESS CO TK       APPROX. 5.0 KM 0504903.5 |
 BM0917| CV6391 ST EDWARDS RM 1                      39.514 METERS 16622     |
 BM0917| BM0921 CARPENTER                           APPROX.20.1 KM 2214123.3 |
 BM0917| CV6392 ST EDWARDS RM 2                      44.205 METERS 26916     |
 BM0917| BM0919 AUSTIN ST ED UNIV BLDG SPIRE        213.263 METERS 26956     |
 BM0917| BM0918 AUSTIN ST ED UNIV HO CROSS CUP      302.153 METERS 27855     |
 BM0917| CV6390 ST EDWARDS AZ MK                                   2985623.6 |
 BM0917| BM0929 AUSTIN CAMP MABRY TANK              APPROX. 9.4 KM 3543046.0 |
 BM0917| BM0928 AUSTIN ST SCH FOR DEFECT TANK       APPROX. 8.2 KM 3553104.5 |
 BM0917|---------------------------------------------------------------------|
 BM0917
 BM0917                          SUPERSEDED SURVEY CONTROL
 BM0917
 BM0917  NAD 83(1986)-  30 13 46.54247(N)    097 45 10.26231(W) AD(       ) 1
 BM0917  NAD 27      -  30 13 45.78600(N)    097 45 09.24400(W) AD(       ) 1
 BM0917
 BM0917.Superseded values are not recommended for survey control.
 BM0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0917.See file dsdata.txt to determine how the superseded data were derived.
 BM0917
 BM0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2001144884(NAD 83)
 BM0917_MARKER: DS = TRIANGULATION STATION DISK
 BM0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0917
 BM0917  HISTORY     - Date     Condition        Report By
 BM0917  HISTORY     - 1935     MONUMENTED       CGS
 BM0917  HISTORY     - 1943     GOOD             CGS
 BM0917  HISTORY     - 1961     GOOD             CGS
 BM0917  HISTORY     - 1963     GOOD             CGS
 BM0917  HISTORY     - 1963     GOOD             NGS
 BM0917  HISTORY     - 19960127 MARK NOT FOUND   USPSQD
 BM0917
 BM0917                          STATION DESCRIPTION
 BM0917
 BM0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0917'THIS STATION IS ON THE CAMPUS OF ST. EDWARDS UNIVERSITY IN
 BM0917'THE S PART OF AUSTIN.  THE MARK IS SET ON THE N END OF A SHORT
 BM0917'RIDGE AT THE E EDGE OF THE CAMPUS, 42 FEET S OF THE FENCE
 BM0917'LINE, 66 FEET SE OF THE FENCE CORNER, 69 FEET E OF THE FENCE
 BM0917'LINE, AND ABOUT 200 FEET N OF DIRT ROAD RUNNING THROUGH CAMPUS.
 BM0917'MARK PROJECTS 6 INCHES.
 BM0917'
 BM0917'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM0917'BRONZE DISKS SET IN CONCRETE.
 BM0917'
 BM0917'REFERENCE MARK NO. 1 IS SE OF THE STATION, ON THE E SIDE OF
 BM0917'THE RIDGE, 60 FEET W OF THE FENCE LINE, AND 115 FEET NE OF THE
 BM0917'DIRT ROAD.  MARK PROJECTS 10 INCHES.
 BM0917'
 BM0917'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 1 FOOT SE OF THE
 BM0917'FENCE LINE, AND 75 FEET NE OF THE FENCE CORNER.  MARK PROJECTS
 BM0917'8 INCHES.
 BM0917'
 BM0917'AZIMUTH MARK IS WNW OF THE STATION, 100 FEET NNE OF THE
 BM0917'CENTER LINE OF THE ROAD, 85 FEET N OF FLAGPOLE, AND 76 FEET
 BM0917'W OF THE FENCE CORNER.  MARK PROJECTS 6 INCHES.
 BM0917'
 BM0917'ALL LIGHTS COME INTO VIEW AT 15 FEET.
 BM0917
 BM0917                          STATION RECOVERY (1943)
 BM0917
 BM0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (TAK)
 BM0917'FOUND AS ORIGINALLY DESCRIBED IN GOOD CONDITION.
 BM0917
 BM0917                          STATION RECOVERY (1961)
 BM0917
 BM0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GS)
 BM0917'ALL REFERENCE MARKS, INCLUDING AZIMUTH MARK, RECOVERED IN
 BM0917'EXCELLENT CONDITION.
 BM0917
 BM0917                          STATION RECOVERY (1963)
 BM0917
 BM0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 BM0917'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 BM0917'MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 BM0917'IS ADEQUATE FOR RECOVERY.  AT THE REQUEST OF THE ST. EDWARDS
 BM0917'UNIVERSITY THE AZIMUTH MARK WAS LOWERED 3.57 FEET AND RE-MARKED
 BM0917'IN THE ORIGINAL POSITION.  THE MOUND OF DIRT AT THE AZIMUTH
 BM0917'MARK IS TO BE REMOVED TO THE SAME LEVEL AS THE ROAD CURBING.
 BM0917'THIS WILL BE ABOUT FLUSH WITH THE TOP OF THE AZIMUTH MARK.
 BM0917'
 BM0917'AZIMUTH MARK, A STANDARD DISK STAMPED ST EDWARDS 1935 RESET
 BM0917'1963, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS FLUSH
 BM0917'WITH THE SURFACE OF THE GROUND.  IT IS 102 FEET EAST SOUTHEAST
 BM0917'OF A MARBLE MONUMENT BEARING THE INSCRIPTION ST. JOSEPH
 BM0917'MODEL FOR WORKMEN, 84 FEET NORTH-NORTHEAST OF A FLAG POLE,
 BM0917'5.6 FEET WOUTHWEST OF THE WESTERLY CURB OF THE BLACKTOP ROAD,
 BM0917'AND 1.6 FEET WEST OF A METAL WITNESS POST.
 BM0917
 BM0917                          STATION RECOVERY (1963)
 BM0917
 BM0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BM0917'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30097-3, STATION 1021.
 BM0917'RECOVERED BY USGS IN 1952.
 BM0917'RECOVERED BY NGS IN 1963.
 BM0917'STATION MARK--USC AND GS BRONZE DISK SET IN CONCRETE.
 BM0917
 BM0917                          STATION RECOVERY (1996)
 BM0917
 BM0917'RECOVERY NOTE BY US POWER SQUADRON 1996
 BM0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1758 ***********************************************************************
 FL1758  DESIGNATION -  ST FRANCIS
 FL1758  PID         -  FL1758
 FL1758  STATE/COUNTY-  TX/POTTER
 FL1758  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1758
 FL1758                         *CURRENT SURVEY CONTROL
 FL1758  ___________________________________________________________________
 FL1758* NAD 83(1993)-  35 15 54.59534(N)    101 37 31.04452(W)     ADJUSTED  
 FL1758* NAVD 88     -      1076.     (meters)    3530.     (feet)  SCALED    
 FL1758  ___________________________________________________________________
 FL1758  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FL1758  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL1758
 FL1758  HORZ ORDER  -  FIRST
 FL1758
 FL1758.The horizontal coordinates were established by classical geodetic methods
 FL1758.and adjusted by the National Geodetic Survey in February 1996..
 FL1758
 FL1758.The orthometric height was scaled from a topographic map.
 FL1758
 FL1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1758
 FL1758.The geoid height was determined by GEOID03.
 FL1758
 FL1758;                    North         East     Units Scale Factor Converg.
 FL1758;SPC TX N     - 1,140,360.310   188,600.491   MT  0.99991441   -0 04 21.4
 FL1758;SPC TX N     - 3,741,332.12    618,766.78   sFT  0.99991441   -0 04 21.4
 FL1758;UTM  14      - 3,905,609.725   261,185.237   MT  1.00030292   -1 30 59.2
 FL1758
 FL1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1758!SPC TX N     -   0.99983534  x   0.99991441  =   0.99974977
 FL1758!UTM  14      -   0.99983534  x   1.00030292  =   1.00013821
 FL1758
 FL1758:                Primary Azimuth Mark                     Grid Az
 FL1758:SPC TX N     -  PANTEX VILLAGE W STANDPIPE               014 55 52.4
 FL1758:UTM  14      -  PANTEX VILLAGE W STANDPIPE               016 22 30.2
 FL1758
 FL1758|---------------------------------------------------------------------|
 FL1758| PID    Reference Object                     Distance      Geod. Az  |
 FL1758|                                                           dddmmss.s |
 FL1758| FL1754 PANTEX VILLAGE W STANDPIPE          APPROX. 6.1 KM 0145131.0 |
 FL1758| FL1753 RADIO STATION KGNC CENTER MAST      APPROX.18.2 KM 0195039.8 |
 FL1758| FL1755 PANTEX VILLAGE RADIO MAST           APPROX. 3.2 KM 0220716.9 |
 FL1758| CJ8544 ST FRANCIS RM 1                      23.101 METERS 17300     |
 FL1758| CJ8543 ST FRANCIS AZ MK                                   2711839.2 |
 FL1758| CJ8545 ST FRANCIS RM 2                      18.427 METERS 27436     |
 FL1758|---------------------------------------------------------------------|
 FL1758
 FL1758                          SUPERSEDED SURVEY CONTROL
 FL1758
 FL1758  NAD 83(1993)-  35 15 54.60126(N)    101 37 31.03890(W) AD(       ) 1
 FL1758  NAD 83(1986)-  35 15 54.60235(N)    101 37 31.03550(W) AD(       ) 1
 FL1758  NAD 27      -  35 15 54.41800(N)    101 37 29.39500(W) AD(       ) 1
 FL1758
 FL1758.Superseded values are not recommended for survey control.
 FL1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1758.See file dsdata.txt to determine how the superseded data were derived.
 FL1758
 FL1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6118505610(NAD 83)
 FL1758_MARKER: DS = TRIANGULATION STATION DISK
 FL1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1758
 FL1758  HISTORY     - Date     Condition        Report By
 FL1758  HISTORY     - 1951     MONUMENTED       CGS
 FL1758  HISTORY     - 1955     GOOD             CGS
 FL1758  HISTORY     - 1956     GOOD             CGS
 FL1758  HISTORY     - 1964     MARK NOT FOUND   CGS
 FL1758
 FL1758                          STATION DESCRIPTION
 FL1758
 FL1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1758'STATION IS LOCATED ABOUT 12-1/2 MILES EAST NORTHEAST OF AMARILLO,
 FL1758'0.35 MILE NORTH OF U.S. HIGHWAY 60 AND THE ST FRANCIS RAILROAD
 FL1758'STATION, AND 0.2 MILE WEST OF THE POTTER-CARSON COUNTY LINE.  IT
 FL1758'IS ON THE COUNTY ROAD RIGHT-OF-WAY.
 FL1758'
 FL1758'STATION MARK, STAMPED ST FRANCIS 1951, IS A STANDARD DISK SET
 FL1758'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 FL1758'THE GROUND.  IT IS 74.4 FEET SOUTHEAST OF THE INTERSECTION
 FL1758'OF THE T ROAD, 11.5 FEET SOUTHWEST OF A WITNESS POST AND 11.0
 FL1758'FEET WEST OF THE FENCE LINE.
 FL1758'
 FL1758'REFERENCE MARK NUMBER 1, STAMPED ST FRANCIS NO 1 1951, IS A
 FL1758'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 FL1758'THAT PROJECTS 2 INCHES AND IS THE SAME ELEVATION AS THE STATION
 FL1758'MARK.  IT IS 18 INCHES WEST OF THE FENCE LINE.
 FL1758'
 FL1758'REFERENCE MARK NUMBER 2, STAMPED ST FRANCIS NO 2 1951, IS A
 FL1758'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 FL1758'THAT IS FLUSH WITH THE GROUND AND 12 INCHES HIGHER THAN THE
 FL1758'STATION.  IT IS 12 INCHES EAST OF THE FENCE LINE.
 FL1758'
 FL1758'AZIMUTH MARK, STAMPED ST FRANCIS 1951, IS A STANDARD DISK SET
 FL1758'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1758'5 INCHES.  TO REACH FROM THE STATION GO WEST SOUTHWEST, ON BLACK
 FL1758'TOPPED ROAD, FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FL1758'IT IS 27 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 4 FEET EAST
 FL1758'OF POWER POLE 272.
 FL1758'
 FL1758'THE STATION IS REACHED AS FOLLOWS--FROM THE COURTHOUSE IN
 FL1758'AMARILLO, GO NORTH ON U.S. HIGHWAY 60 FOR 1.0 MILE TO THE
 FL1758'JUNCTION OF HIGHWAYS.  TURN RIGHT, EAST, ON U.S. HIGHWAY 60
 FL1758'AND GO 12.7 MILES TO A T-ROAD NORTH AT THE ST FRANCIS RAILROAD
 FL1758'STATION.  TURN LEFT, NORTH, AND GO 0.35 MILE TO A T-ROAD AND
 FL1758'THE STATION ON THE RIGHT.
 FL1758'
 FL1758'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 FL1758
 FL1758                          STATION RECOVERY (1955)
 FL1758
 FL1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 FL1758'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 FL1758'GOOD CONDITION.  DESCRIPTION IS ADEQUATE.  THE AZIMUTH MARK
 FL1758'WAS RECOVERED AS DESCRIBED AND THE MONUMENT WAS TILTED AS A
 FL1758'RESULT OF BEING HIT BY A ROAD GRADER.
 FL1758
 FL1758                          STATION RECOVERY (1956)
 FL1758
 FL1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1758'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1758'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.  THE
 FL1758'AZIMUTH MARK WAS RECOVERED, BUT IT HAD BEEN DISTURBED.  DID
 FL1758'NOT RECOVER REFERENCE MARKS.
 FL1758
 FL1758                          STATION RECOVERY (1964)
 FL1758
 FL1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1758'STATION SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED THAT
 FL1758'THE STATION AND R.M. 1 HAVE BEEN DESTROYED BY CONSTRUCTION
 FL1758'OR GRADING.
 FL1758'
 FL1758'R.M. 2 WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1758'
 FL1758'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1764 ***********************************************************************
 FL1764  DESIGNATION -  ST FRANCIS SIDING GRAIN ELEV
 FL1764  PID         -  FL1764
 FL1764  STATE/COUNTY-  TX/POTTER
 FL1764  USGS QUAD   -  MAYER (1973)
 FL1764
 FL1764                         *CURRENT SURVEY CONTROL
 FL1764  ___________________________________________________________________
 FL1764* NAD 83(1993)-  35 19 40.82776(N)    101 39 27.57265(W)     ADJUSTED  
 FL1764* NAVD 88     -                                                        
 FL1764  ___________________________________________________________________
 FL1764  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 FL1764  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1764
 FL1764  HORZ ORDER  -  THIRD
 FL1764
 FL1764.The horizontal coordinates were established by classical geodetic methods
 FL1764.and adjusted by the National Geodetic Survey in February 1996..
 FL1764
 FL1764
 FL1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1764
 FL1764.The geoid height was determined by GEOID03.
 FL1764
 FL1764;                    North         East     Units Scale Factor Converg.
 FL1764;SPC TX N     - 1,147,336.017   185,666.527   MT  0.99991210   -0 05 28.9
 FL1764;SPC TX N     - 3,764,218.25    609,140.93   sFT  0.99991210   -0 05 28.9
 FL1764;UTM  14      - 3,912,660.006   258,427.019   MT  1.00031924   -1 32 15.2
 FL1764
 FL1764                          SUPERSEDED SURVEY CONTROL
 FL1764
 FL1764  NAD 83(1993)-  35 19 40.83281(N)    101 39 27.56651(W) AD(       ) 4
 FL1764  NAD 83(1986)-  35 19 40.83527(N)    101 39 27.56314(W) AD(       ) 4
 FL1764  NAD 27      -  35 19 40.65400(N)    101 39 25.91900(W) AD(       ) 3
 FL1764
 FL1764.Superseded values are not recommended for survey control.
 FL1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1764.See file dsdata.txt to determine how the superseded data were derived.
 FL1764
 FL1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5842712660(NAD 83)
 FL1764_MARKER: 65 = GRAIN ELEVATOR
 FL1764
 FL1764  HISTORY     - Date     Condition        Report By
 FL1764  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1764
 FL1764                          STATION DESCRIPTION
 FL1764
 FL1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1764'THE STATION IS LOCATED ABOUT 12-1/2 MILES AIRLINE NORTHEAST
 FL1764'OF AMARILLO, ON THE EAST SIDE OF STATE HIGHWAY 136 AND AT THE
 FL1764'ST. FRANCIS SIDEING OF THE CHICAGO- ROCK ISLAND AND PANHANDLE
 FL1764'RAILROAD, AND IS ABOUT 1/2 MILE NORTH OF AN EAST-WEST PAVED
 FL1764'FARM ROAD.
 FL1764'
 FL1764'THE ELEVATOR IS A CORREGATED IRON BUILDING ABOUT 60 FEET HIGH.
 FL1764'THE CENTER OF THE TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0885 ***********************************************************************
 BP0885  DESIGNATION -  ST GALL CROSS
 BP0885  PID         -  BP0885
 BP0885  STATE/COUNTY-  TX/PECOS
 BP0885  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0885
 BP0885                         *CURRENT SURVEY CONTROL
 BP0885  ___________________________________________________________________
 BP0885* NAD 83(1993)-  30 52 55.90261(N)    102 52 47.03037(W)     ADJUSTED  
 BP0885* NAVD 88     -       902.     (meters)    2959.     (feet)  SCALED    
 BP0885  ___________________________________________________________________
 BP0885  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BP0885  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0885
 BP0885  HORZ ORDER  -  THIRD
 BP0885
 BP0885.The horizontal coordinates were established by classical geodetic methods
 BP0885.and adjusted by the National Geodetic Survey in February 1996..
 BP0885
 BP0885.The orthometric height was scaled from a topographic map.
 BP0885
 BP0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0885
 BP0885.The geoid height was determined by GEOID03.
 BP0885
 BP0885;                    North         East     Units Scale Factor Converg.
 BP0885;SPC TX C     - 3,137,533.685   456,559.284   MT  0.99988390   -1 18 41.6
 BP0885;SPC TX C     -10,293,725.10  1,497,894.92   sFT  0.99988390   -1 18 41.6
 BP0885;UTM  13      - 3,418,471.767   702,684.217   MT  1.00010678   +1 05 19.1
 BP0885
 BP0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0885!SPC TX C     -   0.99986201  x   0.99988390  =   0.99974593
 BP0885!UTM  13      -   0.99986201  x   1.00010678  =   0.99996878
 BP0885
 BP0885                          SUPERSEDED SURVEY CONTROL
 BP0885
 BP0885  NAD 83(1986)-  30 52 55.90445(N)    102 52 47.02522(W) AD(       ) 4
 BP0885  NAD 27      -  30 52 55.34800(N)    102 52 45.46500(W) AD(       ) 3
 BP0885
 BP0885.Superseded values are not recommended for survey control.
 BP0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0885.See file dsdata.txt to determine how the superseded data were derived.
 BP0885
 BP0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0268418472(NAD 83)
 BP0885_MARKER: X = CHISELED CROSS
 BP0885_SETTING: 0 = UNSPECIFIED SETTING
 BP0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0885
 BP0885  HISTORY     - Date     Condition        Report By
 BP0885  HISTORY     - 1935     MONUMENTED       CGS
 BP0885  HISTORY     - 19961005 GOOD             USPSQD
 BP0885  HISTORY     - 20030826 GOOD             USPSQD
 BP0885
 BP0885                          STATION DESCRIPTION
 BP0885
 BP0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BP0885'THIS STATION IS IN A PARK WITH A WORLD WAR (1917-1919) MONUMENT,
 BP0885'WHICH IS A CONTRIBUTION FROM PECOS COUNTY, IN THE CENTER.  THIS
 BP0885'PARK IS ACROSS THE STREET SOUTH FROM THE PECOS COUNTY COURT
 BP0885'HOUSE.
 BP0885'
 BP0885'THE ST. GALL (1847) MARK IS A CROSS IN THE TOP OF A
 BP0885'ROCK SURROUNDED BY CONCRETE WALK AROUND THE BASE OF THE WORLD
 BP0885'WAR MONUMENT, AND THE CROSS IS FLUSH WITH THE WALK.
 BP0885
 BP0885                          STATION RECOVERY (1996)
 BP0885
 BP0885'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0885'RECOVERED IN GOOD CONDITION.
 BP0885
 BP0885                          STATION RECOVERY (2003)
 BP0885
 BP0885'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1829 ***********************************************************************
 AY1829  DESIGNATION -  ST HEDWIG CATHOLIC CH SPIRE
 AY1829  PID         -  AY1829
 AY1829  STATE/COUNTY-  TX/BEXAR
 AY1829  USGS QUAD   -  SAINT HEDWIG (1992)
 AY1829
 AY1829                         *CURRENT SURVEY CONTROL
 AY1829  ___________________________________________________________________
 AY1829* NAD 83(1993)-  29 24 56.61986(N)    098 12 24.81840(W)     ADJUSTED  
 AY1829* NAVD 88     -                                                        
 AY1829  ___________________________________________________________________
 AY1829  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AY1829  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AY1829
 AY1829  HORZ ORDER  -  THIRD
 AY1829
 AY1829.The horizontal coordinates were established by classical geodetic methods
 AY1829.and adjusted by the National Geodetic Survey in February 1996..
 AY1829
 AY1829
 AY1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1829
 AY1829.The geoid height was determined by GEOID03.
 AY1829
 AY1829;                    North         East     Units Scale Factor Converg.
 AY1829;SPC TXSC     - 4,175,632.036   676,957.092   MT  0.99986424   +0 23 18.8
 AY1829;SPC TXSC     -13,699,552.77  2,220,983.39   sFT  0.99986424   +0 23 18.8
 AY1829;UTM  14      - 3,254,307.663   576,938.625   MT  0.99967304   +0 23 22.4
 AY1829
 AY1829                          SUPERSEDED SURVEY CONTROL
 AY1829
 AY1829  NAD 83(1986)-  29 24 56.62543(N)    098 12 24.80013(W) AD(       ) 4
 AY1829  NAD 27      -  29 24 55.78000(N)    098 12 23.76400(W) AD(       ) 3
 AY1829
 AY1829.Superseded values are not recommended for survey control.
 AY1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1829.See file dsdata.txt to determine how the superseded data were derived.
 AY1829
 AY1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7693954308(NAD 83)
 AY1829_MARKER: 90 = CHURCH SPIRE
 AY1829
 AY1829  HISTORY     - Date     Condition        Report By
 AY1829  HISTORY     - 1903     FIRST OBSERVED   CGS
 AY1829  HISTORY     - 1935     GOOD             CGS
 AY1829  HISTORY     - 1953     GOOD             CGS
 AY1829  HISTORY     - 1959     GOOD             CGS
 AY1829  HISTORY     - 20030517 GOOD             USPSQD
 AY1829
 AY1829                          STATION DESCRIPTION
 AY1829
 AY1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1829'THIS CHURCH IS STILL STANDING UNCHANGED SINCE 1903.
 AY1829
 AY1829                          STATION RECOVERY (1953)
 AY1829
 AY1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1829'THE STATION WAS INTERSECTED AT THIS TIME BUT WAS NOT VISITED.
 AY1829'THE 1953 GEOGRAPHIC POSITION CHECKED WITH THE ORIGINAL POSITION
 AY1829'AND IT WAS ASSUMED TO BE THE SAME STATION.
 AY1829
 AY1829                          STATION RECOVERY (1959)
 AY1829
 AY1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FTJ)
 AY1829'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS THE SPIRE OF
 AY1829'THE CATHOLIC AND ONLY CHURCH IN THE SMALL TOWN OF ST. HEDWIG,
 AY1829'TEX.  IT IS STUCCO AND THE ONLY PROMINENT LANDMARK IN THE
 AY1829'AREA.
 AY1829
 AY1829                          STATION RECOVERY (2003)
 AY1829
 AY1829'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0019 ***********************************************************************
 BN0019  DESIGNATION -  ST HIGHWAY BM
 BN0019  PID         -  BN0019
 BN0019  STATE/COUNTY-  TX/BURNET
 BN0019  USGS QUAD   -  BURNET (1967)
 BN0019
 BN0019                         *CURRENT SURVEY CONTROL
 BN0019  ___________________________________________________________________
 BN0019* NAD 83(1986)-  30 45 34.     (N)    098 13 25.     (W)     SCALED    
 BN0019* NAVD 88     -       394.383  (meters)    1293.90   (feet)  ADJUSTED  
 BN0019  ___________________________________________________________________
 BN0019  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 BN0019  DYNAMIC HT  -         393.851 (meters)    1292.16  (feet)  COMP
 BN0019  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 BN0019
 BN0019  VERT ORDER  -  SECOND    CLASS 0
 BN0019
 BN0019.The horizontal coordinates were scaled from a topographic map and have
 BN0019.an estimated accuracy of +/- 6 seconds.
 BN0019
 BN0019.The orthometric height was determined by differential leveling
 BN0019.and adjusted by the National Geodetic Survey in June 1991..
 BN0019
 BN0019.The geoid height was determined by GEOID03.
 BN0019
 BN0019.The dynamic height is computed by dividing the NAVD 88
 BN0019.geopotential number by the normal gravity value computed on the
 BN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0019.degrees latitude (g = 980.6199 gals.).
 BN0019
 BN0019.The modeled gravity was interpolated from observed gravity values.
 BN0019
 BN0019;                    North         East    Units  Estimated Accuracy
 BN0019;SPC TX C     - 3,123,060.      901,960.      MT  (+/- 180 meters Scaled)
 BN0019
 BN0019                          SUPERSEDED SURVEY CONTROL
 BN0019
 BN0019  NGVD 29 (??/??/92)  394.300  (m)         1293.63   (f) ADJ UNCH    2 0
 BN0019
 BN0019.Superseded values are not recommended for survey control.
 BN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0019.See file dsdata.txt to determine how the superseded data were derived.
 BN0019
 BN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV743032(NAD 83)
 BN0019_MARKER: N = NAIL
 BN0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0019_SP_SET: MESQUITE TREE
 BN0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0019
 BN0019  HISTORY     - Date     Condition        Report By
 BN0019  HISTORY     - UNK      MONUMENTED       TXHD
 BN0019  HISTORY     - 1933     GOOD             NGS
 BN0019  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0019
 BN0019                          STATION DESCRIPTION
 BN0019
 BN0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0019'IN BURNET.
 BN0019'NAIL IN ROOT OF 24 IN. MESQUITE TREE ABOUT 60 FT. WEST OF CENTERLINE
 BN0019'STATION 1106+59.1.  THIS POINT IS LOCATED ON THE NORTHWEST CORNER OF
 BN0019'THE INTERSECTION OF WATER STREET AND POST OAK STREET IN THE CITY OF
 BN0019'BURNET, TEXAS.
 BN0019
 BN0019                          STATION RECOVERY (2002)
 BN0019
 BN0019'RECOVERY NOTE BY US POWER SQUADRON 2002 (TSC)
 BN0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2784 ***********************************************************************
 AX2784  DESIGNATION -  ST JOHNS CHURCH SPIRE
 AX2784  PID         -  AX2784
 AX2784  STATE/COUNTY-  TX/FAYETTE
 AX2784  USGS QUAD   -  SCHULENBURG (1981)
 AX2784
 AX2784                         *CURRENT SURVEY CONTROL
 AX2784  ___________________________________________________________________
 AX2784* NAD 83(1993)-  29 37 59.29584(N)    096 57 18.17316(W)     ADJUSTED  
 AX2784* NAVD 88     -                                                        
 AX2784  ___________________________________________________________________
 AX2784  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AX2784  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX2784
 AX2784  HORZ ORDER  -  THIRD
 AX2784
 AX2784.The horizontal coordinates were established by classical geodetic methods
 AX2784.and adjusted by the National Geodetic Survey in February 1996..
 AX2784
 AX2784
 AX2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2784
 AX2784.The geoid height was determined by GEOID03.
 AX2784
 AX2784;                    North         East     Units Scale Factor Converg.
 AX2784;SPC TXSC     - 4,201,197.723   797,996.990   MT  0.99987674   +1 00 06.7
 AX2784;SPC TXSC     -13,783,429.53  2,618,095.12   sFT  0.99987674   +1 00 06.7
 AX2784;UTM  14      - 3,279,882.495   697,973.915   MT  1.00008362   +1 00 41.2
 AX2784
 AX2784                          SUPERSEDED SURVEY CONTROL
 AX2784
 AX2784  NAD 83(1986)-  29 37 59.31011(N)    096 57 18.16360(W) AD(       ) 4
 AX2784  NAD 27      -  29 37 58.46400(N)    096 57 17.22800(W) AD(       ) 3
 AX2784
 AX2784.Superseded values are not recommended for survey control.
 AX2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2784.See file dsdata.txt to determine how the superseded data were derived.
 AX2784
 AX2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9797479882(NAD 83)
 AX2784_MARKER: 90 = CHURCH SPIRE
 AX2784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2784+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 AX2784
 AX2784  HISTORY     - Date     Condition        Report By
 AX2784  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2784  HISTORY     - 19970608 GOOD             USPSQD
 AX2784  HISTORY     - 20020811 GOOD             USPSQD
 AX2784  HISTORY     - 20040318 GOOD             USPSQD
 AX2784
 AX2784                          STATION DESCRIPTION
 AX2784
 AX2784'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2784'THIS INTERSECTION STATION IS THE SPIRE OF THE ST. JOHNS
 AX2784'CHURCH AND IS LOCATED IN THE VILLAGE OF ST. JOHNS.  CHURCH
 AX2784'IS A WHITE BUILDING WITH A SHINGLED SPIRE ABOUT 55 FEET
 AX2784'HIGH.  POINT OBSERVED UPON WAS THE FINIAL.
 AX2784
 AX2784                          STATION RECOVERY (1997)
 AX2784
 AX2784'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2784'RECOVERED IN GOOD CONDITION.
 AX2784
 AX2784                          STATION RECOVERY (2002)
 AX2784
 AX2784'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX2784'RECOVERED IN GOOD CONDITION.
 AX2784
 AX2784                          STATION RECOVERY (2004)
 AX2784
 AX2784'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX2784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2757 ***********************************************************************
 AX2757  DESIGNATION -  ST MARYS CHURCH SPIRE
 AX2757  PID         -  AX2757
 AX2757  STATE/COUNTY-  TX/LAVACA
 AX2757  USGS QUAD   -  HALLETTSVILLE (1981)
 AX2757
 AX2757                         *CURRENT SURVEY CONTROL
 AX2757  ___________________________________________________________________
 AX2757* NAD 83(1993)-  29 26 52.63581(N)    096 59 49.92560(W)     ADJUSTED  
 AX2757* NAVD 88     -                                                        
 AX2757  ___________________________________________________________________
 AX2757  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AX2757  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX2757
 AX2757  HORZ ORDER  -  THIRD
 AX2757
 AX2757.The horizontal coordinates were established by classical geodetic methods
 AX2757.and adjusted by the National Geodetic Survey in February 1996..
 AX2757
 AX2757
 AX2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2757
 AX2757.The geoid height was determined by GEOID03.
 AX2757
 AX2757;                    North         East     Units Scale Factor Converg.
 AX2757;SPC TXSC     - 4,180,606.171   794,267.455   MT  0.99986518   +0 58 52.3
 AX2757;SPC TXSC     -13,715,872.08  2,605,859.14   sFT  0.99986518   +0 58 52.3
 AX2757;UTM  14      - 3,259,286.298   694,246.010   MT  1.00006559   +0 59 05.8
 AX2757
 AX2757                          SUPERSEDED SURVEY CONTROL
 AX2757
 AX2757  NAD 83(1986)-  29 26 52.64803(N)    096 59 49.91580(W) AD(       ) 4
 AX2757  NAD 27      -  29 26 51.77800(N)    096 59 48.97500(W) AD(       ) 3
 AX2757
 AX2757.Superseded values are not recommended for survey control.
 AX2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2757.See file dsdata.txt to determine how the superseded data were derived.
 AX2757
 AX2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9424659286(NAD 83)
 AX2757_MARKER: 90 = CHURCH SPIRE
 AX2757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2757+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AX2757
 AX2757  HISTORY     - Date     Condition        Report By
 AX2757  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2757  HISTORY     - 1963     GOOD             CGS
 AX2757  HISTORY     - 19970607 GOOD             USPSQD
 AX2757  HISTORY     - 20050120 GOOD             USPSQD
 AX2757
 AX2757                          STATION DESCRIPTION
 AX2757
 AX2757'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2757'THIS INTERSECTION STATION IS THE ST. MARYS CATHOLIC CHURCH
 AX2757'LOCATED ABOUT 4 MILES W OF HALLETTSVILLE.  CHURCH IS A
 AX2757'GREY-COLORED FRAME BUILDING WITH SHINGLED ROOF, CLOSED BELFRY
 AX2757'ABOUT 60 FEET HIGH ON THE W END OF THE CHURCH.  REACHED FROM
 AX2757'CITY LIMITS OF HALLETTSVILLE BY GOING SW ON U.S. 77 FOR 2.8
 AX2757'MILES TO GRAVEL ROAD RIGHT AND SIGN TO ST. MARYS.  TURN
 AX2757'RIGHT FOR 0.7 MILE TO T-ROAD.  TURN LEFT FOR 0.5 MILE TO
 AX2757'T-ROAD RIGHT, TURN RIGHT FOR 0.4 MILE TO Y--TAKE LEFT FORK
 AX2757'FOR 0.2 MILE AND CHURCH ON LEFT.  POINT OBSERVED UPON WAS
 AX2757'THE BALL AND SPIRE ON TOP.
 AX2757
 AX2757                          STATION RECOVERY (1963)
 AX2757
 AX2757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2757'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  FROM
 AX2757'COURTHOUSE IN HALLETTSVILLE GO WESTERLY ON U.S. 90A 3 MILES
 AX2757'TO ITS INTERSECTION WITH F.M. 340 TO THE RIGHT (N) FOLLOW
 AX2757'F.M. 340 1.65 MILES TO CHURCH ON LEFT.
 AX2757
 AX2757                          STATION RECOVERY (1997)
 AX2757
 AX2757'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2757'RECOVERED IN GOOD CONDITION.
 AX2757
 AX2757                          STATION RECOVERY (2005)
 AX2757
 AX2757'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX2757'CHURCH IS PAINTED WHITE.  THE TOP OF THE SPIRE IS A CROSS NOT A BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0875 ***********************************************************************
 BM0875  DESIGNATION -  ST PAUL
 BM0875  PID         -  BM0875
 BM0875  STATE/COUNTY-  TX/BASTROP
 BM0875  USGS QUAD   -  UTLEY (1982)
 BM0875
 BM0875                         *CURRENT SURVEY CONTROL
 BM0875  ___________________________________________________________________
 BM0875* NAD 83(1993)-  30 08 50.24389(N)    097 28 56.55981(W)     ADJUSTED  
 BM0875* NAVD 88     -       173.9    (meters)     571.     (feet)  VERTCON   
 BM0875  ___________________________________________________________________
 BM0875  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BM0875  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0875
 BM0875  HORZ ORDER  -  FIRST
 BM0875
 BM0875.The horizontal coordinates were established by classical geodetic methods
 BM0875.and adjusted by the National Geodetic Survey in February 1996..
 BM0875
 BM0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0875
 BM0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0875
 BM0875.The geoid height was determined by GEOID03.
 BM0875
 BM0875;                    North         East     Units Scale Factor Converg.
 BM0875;SPC TX C     - 3,056,800.497   974,638.704   MT  0.99999197   +1 28 06.3
 BM0875;SPC TX C     -10,028,852.96  3,197,627.15   sFT  0.99999197   +1 28 06.3
 BM0875;UTM  14      - 3,336,078.781   646,163.055   MT  0.99986357   +0 45 44.4
 BM0875
 BM0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0875!SPC TX C     -   0.99997679  x   0.99999197  =   0.99996876
 BM0875!UTM  14      -   0.99997679  x   0.99986357  =   0.99984037
 BM0875
 BM0875|---------------------------------------------------------------------|
 BM0875| PID    Reference Object                     Distance      Geod. Az  |
 BM0875|                                                           dddmmss.s |
 BM0875| CV6393 ST PAUL RM 1                         25.274 METERS 04424     |
 BM0875| CV6394 ST PAUL RM 2                         16.957 METERS 13209     |
 BM0875| BM0532 ST PAUL 2 AZ MK                     207.024 METERS 14203     |
 BM0875| BM0534 ST PAUL 2                            57.477 METERS 19101     |
 BM0875| BM0914 ELROY DISTRICT 12 MUN TANK          APPROX.15.3 KM 2612007.1 |
 BM0875| BM0876 ST PAUL RM A                         29.280 METERS 30036     |
 BM0875| BM0536 ST PAUL AZ MK                                      3023956.5 |
 BM0875|---------------------------------------------------------------------|
 BM0875
 BM0875                          SUPERSEDED SURVEY CONTROL
 BM0875
 BM0875  NAD 83(1986)-  30 08 50.26331(N)    097 28 56.54128(W) AD(       ) 1
 BM0875  NAD 27      -  30 08 49.49008(N)    097 28 55.55354(W) AD(       ) 1
 BM0875  NGVD 29 (07/19/86)  173.8    (m)          570.     (f) VERT ANG       
 BM0875
 BM0875.Superseded values are not recommended for survey control.
 BM0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0875.See file dsdata.txt to determine how the superseded data were derived.
 BM0875
 BM0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4616336079(NAD 83)
 BM0875_MARKER: DS = TRIANGULATION STATION DISK
 BM0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0875_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0875
 BM0875  HISTORY     - Date     Condition        Report By
 BM0875  HISTORY     - 1967     MONUMENTED       CGS
 BM0875  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BM0875  HISTORY     - 19951226 MARK NOT FOUND   USPSQD
 BM0875  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0875
 BM0875                          STATION DESCRIPTION
 BM0875
 BM0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0875'THE STATION IS ABOUT 10 MILES WEST-NORTHWEST OF BASTROP, 4-1/2
 BM0875'MILES NORTH-NORTHEAST OF CEDAR CREEK, ON THE NORTHEAST SIDE
 BM0875'OF STATE HIGHWAY 71 AND ON THE HIGHWAY RIGHT-OF-WAY.
 BM0875'
 BM0875'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71
 BM0875'AND 21, ABOUT 6 MILES WEST OF BASTROP, GO NORTHWESTERLY ON
 BM0875'STATE HIGHWAY 71 FOR 1.25 MILES TO FARM ROAD 1209.  CONTINUE
 BM0875'NORTHWESTERLY ON STATE HIGHWAY 71 FOR 3.4 MILES TO A SIDE ROAD
 BM0875'ON THE RIGHT AND THE STATION ON THE RIGHT.
 BM0875'
 BM0875'THE STATION IS A STANDARD DISK STAMPED ST PAUL 1967, SET IN
 BM0875'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND IS FLUSH
 BM0875'WITH THE GROUND SURFACE.  IT IS 75 FEET NORTHEAST OF THE
 BM0875'CENTER OF THE HIGHWAY AND 32 FEET SOUTHWEST OF THE CENTER
 BM0875'OF AN OLD PAVED ROAD.
 BM0875'
 BM0875'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ST PAUL NO 1 1967,
 BM0875'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BM0875'AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 49 FEET
 BM0875'NORTHEAST OF THE CENTER OF OLD PAVED ROAD, 40 FEET EAST OF A
 BM0875'BOARD GATE, AND 1 FOOT SOUTHWEST OF A FENCE.
 BM0875'
 BM0875'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ST PAUL NO 2 1967,
 BM0875'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BM0875'AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 70 FEET
 BM0875'NORTHEAST OF THE CENTER OF THE HIGHWAY, 67 FEET SOUTHWEST OF
 BM0875'A FENCE, AND 17 FEET SOUTHWEST OF THE CENTER OF THE OLD PAVED
 BM0875'ROAD.
 BM0875'
 BM0875'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ST PAUL 1967, SET IN
 BM0875'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND PROJECTS
 BM0875'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET NORTHEAST
 BM0875'OF A FENCE, 10 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD,
 BM0875'2.9 FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN
 BM0875'ATTACHED, AND 2.5 FEET EAST OF A 20-INCH OAK TREE.
 BM0875'
 BM0875'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 BM0875'STATE HIGHWAY 71 FOR 0.3 MILE TO DIVIDED HIGHWAY.  CONTINUE ALONG
 BM0875'THE SHOULDER (SOUTH SIDE) OF THE EAST BOUND LANE FOR ABOUT 250
 BM0875'YARDS TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE
 BM0875'TRACK ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BM0875'
 BM0875'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
 BM0875
 BM0875                          STATION RECOVERY (1972)
 BM0875
 BM0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BM0875'ST PAUL 2 1972 AND R.M. NO. 4 ARE ELECTRO MEASUREMENT (RANGER).
 BM0875'
 BM0875'R.M. A 1967 IS A TRAVERSE DISTANCE 1967.
 BM0875'
 BM0875'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1967 DESCRIPTION AND
 BM0875'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION MARK, REFERENCE
 BM0875'MARKS AND R.M. A, WILL BE DESTROYED IN THE NEAR FUTURE BY ROAD
 BM0875'CONSTRUCTION.  THE AZIMUTH MARK WILL NOT BE DESTROYED, BUT DUE TO
 BM0875'TREES ON LINE OF SIGHT, THE LINE OF SIGHT IS BLOCKED TO STATION
 BM0875'ST PAUL 2 1972.
 BM0875'
 BM0875'STATION ST PAUL 2 1972, WAS ESTABLISHED SOUTH AND ACROSS THE HIGHWAY
 BM0875'FROM THE ORIGINAL STATION, AND OUT OF THE CONSTRUCTION AREA.
 BM0875'
 BM0875'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND R.M. A 1967
 BM0875'WERE VERIFIED.
 BM0875'
 BM0875'FOR FUTURE REFERENCE SEE DESCRIPTION TO STATION ST PAUL 2 1972.
 BM0875'
 BM0875'THE STATION WAS MOVED BY REQUEST OF THE TEXAS HWY. DEPT.
 BM0875'
 BM0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BASTROP 10 MILES
 BM0875'WNW.
 BM0875
 BM0875                          STATION RECOVERY (1995)
 BM0875
 BM0875'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0875'MARK NOT FOUND.
 BM0875
 BM0875                          STATION RECOVERY (1999)
 BM0875
 BM0875'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0534 ***********************************************************************
 BM0534  DESIGNATION -  ST PAUL 2
 BM0534  PID         -  BM0534
 BM0534  STATE/COUNTY-  TX/BASTROP
 BM0534  USGS QUAD   -  UTLEY (1982)
 BM0534
 BM0534                         *CURRENT SURVEY CONTROL
 BM0534  ___________________________________________________________________
 BM0534* NAD 83(1993)-  30 08 48.41173(N)    097 28 56.97019(W)     ADJUSTED  
 BM0534* NAVD 88     -       173.172  (meters)     568.15   (feet)  ADJUSTED  
 BM0534  ___________________________________________________________________
 BM0534  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BM0534  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0534  DYNAMIC HT  -         172.937 (meters)     567.38  (feet)  COMP
 BM0534  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 BM0534
 BM0534  HORZ ORDER  -  SECOND
 BM0534  VERT ORDER  -  FIRST     CLASS I
 BM0534
 BM0534.The horizontal coordinates were established by classical geodetic methods
 BM0534.and adjusted by the National Geodetic Survey in February 1996..
 BM0534.No horizontal observational check was made to the station.
 BM0534
 BM0534.The orthometric height was determined by differential leveling
 BM0534.and adjusted by the National Geodetic Survey in June 1991..
 BM0534.WARNING-Repeat measurements at this control monument indicate possible
 BM0534.vertical movement.
 BM0534
 BM0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0534
 BM0534.The geoid height was determined by GEOID03.
 BM0534
 BM0534.The dynamic height is computed by dividing the NAVD 88
 BM0534.geopotential number by the normal gravity value computed on the
 BM0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0534.degrees latitude (g = 980.6199 gals.).
 BM0534
 BM0534.The modeled gravity was interpolated from observed gravity values.
 BM0534
 BM0534;                    North         East     Units Scale Factor Converg.
 BM0534;SPC TX C     - 3,056,743.817   974,629.171   MT  0.99999210   +1 28 06.1
 BM0534;SPC TX C     -10,028,667.01  3,197,595.87   sFT  0.99999210   +1 28 06.1
 BM0534;UTM  14      - 3,336,022.230   646,152.826   MT  0.99986354   +0 45 44.1
 BM0534
 BM0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0534!SPC TX C     -   0.99997690  x   0.99999210  =   0.99996900
 BM0534!UTM  14      -   0.99997690  x   0.99986354  =   0.99984045
 BM0534
 BM0534|---------------------------------------------------------------------|
 BM0534| PID    Reference Object                     Distance      Geod. Az  |
 BM0534|                                                           dddmmss.s |
 BM0534| BM0875 ST PAUL                              57.477 METERS 01101     |
 BM0534| BM0532 ST PAUL 2 AZ MK                     174.750 METERS 12741     |
 BM0534| BM0533 ST PAUL 2 RM 3                       10.019 METERS 13221     |
 BM0534| BM0535 ST PAUL 2 RM 4                                     30242     |
 BM0534| BM0876 ST PAUL RM A                         72.727 METERS 34843     |
 BM0534|---------------------------------------------------------------------|
 BM0534
 BM0534                          SUPERSEDED SURVEY CONTROL
 BM0534
 BM0534  NAD 83(1986)-  30 08 48.43084(N)    097 28 56.95173(W) AD(       ) 2
 BM0534  NAD 27      -  30 08 47.65784(N)    097 28 55.96393(W) AD(       ) 2
 BM0534  NGVD 29 (??/??/92)  173.102  (m)          567.92   (f) ADJ UNCH    1 1
 BM0534
 BM0534.Superseded values are not recommended for survey control.
 BM0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0534.See file dsdata.txt to determine how the superseded data were derived.
 BM0534
 BM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4615336022(NAD 83)
 BM0534_MARKER: DS = TRIANGULATION STATION DISK
 BM0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0534_STAMPING: ST PAUL 2 1972
 BM0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0534+STABILITY: SURFACE MOTION
 BM0534
 BM0534  HISTORY     - Date     Condition        Report By
 BM0534  HISTORY     - 1972     MONUMENTED       NGS
 BM0534  HISTORY     - 1973     GOOD             NGS
 BM0534  HISTORY     - 1978     GOOD             NGS
 BM0534  HISTORY     - 1989     GOOD             USPSQD
 BM0534  HISTORY     - 1989     GOOD             USPSQD
 BM0534  HISTORY     - 1991     GOOD             USPSQD
 BM0534  HISTORY     - 19951226 GOOD             USPSQD
 BM0534  HISTORY     - 19990522 GOOD             USPSQD
 BM0534
 BM0534                          STATION DESCRIPTION
 BM0534
 BM0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BM0534'AZIMUTH MARK 1972, R.M. A 1967 AND ST PAUL 1967 ARE ELECTRO
 BM0534'MEASUREMENT (RANGER).
 BM0534'
 BM0534'R.M. NO. 4 IS TRAVERSE DISTANCE (TAPE).
 BM0534'
 BM0534'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF AUSTIN, 15 MILES
 BM0534'SOUTH-SOUTHWEST OF ELGIN, 11 MILES WEST-NORTHWEST OF BASTROP AND ON
 BM0534'THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 71.
 BM0534'
 BM0534'TO REACH THE STATION FROM THE COLORADO RIVER BRIDGE IN BASTROP, GO
 BM0534'NORTHWESTERLY ON STATE HIGHWAY 71 FOR 5.6 MILES TO THE INTERSECTION
 BM0534'OF STATE HIGHWAY 21 ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 BM0534'NORTHWESTERLY ON STATE HIGHWAY 71 FOR 4.4 MILES TO AZIMUTH MARK ON
 BM0534'THE LEFT, CONTINUE STRAIGHT AHEAD NORTHWESTERLY ON STATE HIGHWAY 71
 BM0534'FOR 0.15 MILE TO TOP OF A SMALL RISE AND STATION ON THE LEFT.
 BM0534'
 BM0534'STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE POST
 BM0534'THAT IS FLUSH WITH THE GROUND AND IS STAMPED ST PAUL 2 1972.  IT IS
 BM0534'97 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER OF A SMALL CEMETERY
 BM0534'AND FENCE-CORNER, 95 FEET SOUTH-SOUTHEAST OF THE CENTER-LINE OF
 BM0534'THE EAST BOUND TRAFFIC LANE OF STATE HIGHWAY 71, 77 FEET
 BM0534'WEST-NORTHWEST OF THE NORTHEAST CORNER OF SMALL CEMETERY AND T
 BM0534'FENCE-CORNER, 12 FEET WEST OF THE WEST END OF WIRE GATE, 4.6 FEET
 BM0534'NORTHWEST OF A METAL WITNESS POST AND 3 FEET NORTH OF THE
 BM0534'FENCE-LINE.
 BM0534'
 BM0534'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 BM0534'CONCRETE POST, THAT PROJECTS 6-INCHES AND IS STAMPED ST PAUL 2 NO 3
 BM0534'1972.  IT IS 98 FEET SOUTH-SOUTHEAST OF THE CENTER-LINE OF THE EAST
 BM0534'BOUND TRAFFIC LANE OF STATE HIGHWAY 71, 44 FEET WEST-NORTHWEST OF
 BM0534'THE NORTHEAST CORNER OF CEMETERY AND T FENCE-CORNER, 9 FEET
 BM0534'EAST-SOUTHEAST OF THE EAST END OF WIRE GATE, AND 1 FOOT NORTH OF THE
 BM0534'FENCELINE.
 BM0534'
 BM0534'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 BM0534'CONCRETE POST, THAT PROJECTS 6-INCHES AND IS STAMPED ST PAUL 2 NO 4
 BM0534'1972.  IT IS 98 FEET SOUTH-SOUTHEAST OF THE CENTER-LINE OF THE EAST
 BM0534'BOUND TRAFFIC LANE OF STATE HIGHWAY 71, 61 FEET EAST-SOUTHEAST OF
 BM0534'THE NORTHWEST CORNER OF SMALL CEMETERY AND FENCE-CORNER, 48 FEET
 BM0534'WEST-NORTHWEST OF THE WEST END OF WIRE GATE AND 1 FOOT NORTH OF
 BM0534'THE FENCE.
 BM0534'
 BM0534'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 BM0534'POST, THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ST PAUL
 BM0534'2 1972.  IT IS 101 FEET SOUTH OF THE CENTER-LINE OF THE EAST BOUND
 BM0534'TRAFFIC LANE OF STATE HIGHWAY 71, 20 FEET SOUTHWEST OF A LONE
 BM0534'24-INCH OAK TREE, 3 FEET NORTHWEST OF A HI-LINE POLE, 2 FEET
 BM0534'NORTHEAST OF A CONCRETE POST, HIGHWAY RIGHT-OF-WAY MARK AND 4.6
 BM0534'FEET NORTHWEST OF A METAL WITNESS POST.
 BM0534'
 BM0534'NEAREST TOWN--BASTROP.
 BM0534
 BM0534                          STATION RECOVERY (1973)
 BM0534
 BM0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0534'5.5 MI SE FROM GARFIELD.
 BM0534'ABOUT 5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0534'STATION AND STORE AT GARFIELD, 94.5 FEET SOUTHWEST OF THE CENTER LINE
 BM0534'OF THE SOUTHWEST LAND OF THE HIGHWAY, 69.5 FEET NORTHEAST OF THE
 BM0534'TOMBSTONE OF WILLIE L. THORNTON IN A PRIVATE CEMETARY, 35.6 FEET
 BM0534'SOUTHEAST OF ST PAUL 2 NO 4, 32.8 FEET NORTHWEST OF ST PAUL 2 NO 3,
 BM0534'3.8 FEET NORTHEAST OF A FENCE, 0.4 MILES SOUTHEAST OF THE BENCH MARK
 BM0534'ST PAUL 1967 AZI., 4.3 FEET NORTH OF A METAL WITNESS POST ABOUT LEVEL
 BM0534'WITH THE HIGHWAY AND IS A DISK IN THE TOP OF A CONCRETE POST FLUSH
 BM0534'WITH THE GROUND.
 BM0534
 BM0534                          STATION RECOVERY (1978)
 BM0534
 BM0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0534'RECOVERED IN GOOD CONDITION.
 BM0534
 BM0534                          STATION RECOVERY (1989)
 BM0534
 BM0534'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0534'RECOVERED IN GOOD CONDITION.
 BM0534
 BM0534                          STATION RECOVERY (1989)
 BM0534
 BM0534'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0534'RECOVERED IN GOOD CONDITION.
 BM0534
 BM0534                          STATION RECOVERY (1991)
 BM0534
 BM0534'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0534'RECOVERED IN GOOD CONDITION.
 BM0534
 BM0534                          STATION RECOVERY (1995)
 BM0534
 BM0534'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0534'RECOVERED IN GOOD CONDITION.
 BM0534
 BM0534                          STATION RECOVERY (1999)
 BM0534
 BM0534'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0532 ***********************************************************************
 BM0532  DESIGNATION -  ST PAUL 2 AZ MK
 BM0532  PID         -  BM0532
 BM0532  STATE/COUNTY-  TX/BASTROP
 BM0532  USGS QUAD   -  UTLEY (1982)
 BM0532
 BM0532                         *CURRENT SURVEY CONTROL
 BM0532  ___________________________________________________________________
 BM0532* NAD 83(1993)-  30 08 44.94212(N)    097 28 51.80301(W)     ADJUSTED  
 BM0532* NAVD 88     -       170.100  (meters)     558.07   (feet)  ADJUSTED  
 BM0532  ___________________________________________________________________
 BM0532  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BM0532  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0532  DYNAMIC HT  -         169.869 (meters)     557.31  (feet)  COMP
 BM0532  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 BM0532
 BM0532  HORZ ORDER  -  THIRD
 BM0532  VERT ORDER  -  FIRST     CLASS I
 BM0532
 BM0532.The horizontal coordinates were established by classical geodetic methods
 BM0532.and adjusted by the National Geodetic Survey in February 1996..
 BM0532.No horizontal observational check was made to the station.
 BM0532
 BM0532.The orthometric height was determined by differential leveling
 BM0532.and adjusted by the National Geodetic Survey in June 1991..
 BM0532
 BM0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0532
 BM0532.The geoid height was determined by GEOID03.
 BM0532
 BM0532.The dynamic height is computed by dividing the NAVD 88
 BM0532.geopotential number by the normal gravity value computed on the
 BM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0532.degrees latitude (g = 980.6199 gals.).
 BM0532
 BM0532.The modeled gravity was interpolated from observed gravity values.
 BM0532
 BM0532;                    North         East     Units Scale Factor Converg.
 BM0532;SPC TX C     - 3,056,640.558   974,770.149   MT  0.99999235   +1 28 08.7
 BM0532;SPC TX C     -10,028,328.23  3,198,058.40   sFT  0.99999235   +1 28 08.7
 BM0532;UTM  14      - 3,335,917.254   646,292.502   MT  0.99986404   +0 45 46.6
 BM0532
 BM0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0532!SPC TX C     -   0.99997739  x   0.99999235  =   0.99996974
 BM0532!UTM  14      -   0.99997739  x   0.99986404  =   0.99984143
 BM0532
 BM0532                          SUPERSEDED SURVEY CONTROL
 BM0532
 BM0532  NAD 83(1986)-  30 08 44.96067(N)    097 28 51.78368(W) AD(       ) 3
 BM0532  NAD 27      -  30 08 44.18809(N)    097 28 50.79686(W) AD(       ) 3
 BM0532  NGVD 29 (??/??/92)  170.030  (m)          557.84   (f) ADJ UNCH    1 1
 BM0532
 BM0532.Superseded values are not recommended for survey control.
 BM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0532.See file dsdata.txt to determine how the superseded data were derived.
 BM0532
 BM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4629335917(NAD 83)
 BM0532_MARKER: DZ = AZIMUTH MARK DISK
 BM0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0532_STAMPING: ST PAUL 2 1972
 BM0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0532+STABILITY: SURFACE MOTION
 BM0532
 BM0532  HISTORY     - Date     Condition        Report By
 BM0532  HISTORY     - 1972     MONUMENTED       NGS
 BM0532  HISTORY     - 1973     GOOD             NGS
 BM0532  HISTORY     - 1978     GOOD             NGS
 BM0532  HISTORY     - 1989     GOOD             USPSQD
 BM0532  HISTORY     - 1991     GOOD             USPSQD
 BM0532  HISTORY     - 19951226 GOOD             USPSQD
 BM0532  HISTORY     - 19990522 GOOD             USPSQD
 BM0532
 BM0532                          STATION DESCRIPTION
 BM0532
 BM0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BM0532'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF AUSTIN, 15 MILES
 BM0532'SOUTH-SOUTHWEST OF ELGIN, 11 MILES WEST-NORTHWEST OF BASTROP AND ON
 BM0532'THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 71.
 BM0532'
 BM0532'TO REACH THE STATION FROM THE COLORADO RIVER BRIDGE IN BASTROP, GO
 BM0532'NORTHWESTERLY ON STATE HIGHWAY 71 FOR 5.6 MILES TO THE INTERSECTION
 BM0532'OF STATE HIGHWAY 21 ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 BM0532'NORTHWESTERLY ON STATE HIGHWAY 71 FOR 4.4 MILES TO AZIMUTH MARK ON
 BM0532'THE LEFT.
 BM0532'
 BM0532'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 BM0532'POST, THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ST PAUL
 BM0532'2 1972.  IT IS 101 FEET SOUTH OF THE CENTER-LINE OF THE EAST BOUND
 BM0532'TRAFFIC LANE OF STATE HIGHWAY 71, 20 FEET SOUTHWEST OF A LONE
 BM0532'24-INCH OAK TREE, 3 FEET NORTHWEST OF A HI-LINE POLE, 2 FEET
 BM0532'NORTHEAST OF A CONCRETE POST, HIGHWAY RIGHT-OF-WAY MARK AND 4.6
 BM0532'FEET NORTHWEST OF A METAL WITNESS POST.
 BM0532'
 BM0532'NEAREST TOWN--BASTROP.
 BM0532
 BM0532                          STATION RECOVERY (1973)
 BM0532
 BM0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0532'5.6 MI SE FROM GARFIELD.
 BM0532'ABOUT 5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0532'STATION AND STORE AT GARFIELD, 99.0 FEET SOUTHWEST OF THE CENTER LINE
 BM0532'OF THE HIGHWAY, 3.0 FEET NORTH OF A TELEPHONE POLE, 8.0 FEET SOUTHWEST
 BM0532'OF BASE OF A GUY WIRE, 1.7 FEET NORTHEAST OF A FENCE, 1.7 FEET EAST OF
 BM0532'A CONCRETE HIGHWAY R.O.W. MARKER, 1.5 FEET NORTHEAST OF A METAL
 BM0532'WITNESS POST ABOUT 3.0 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 BM0532'DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BM0532
 BM0532                          STATION RECOVERY (1978)
 BM0532
 BM0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0532'RECOVERED IN GOOD CONDITION.
 BM0532
 BM0532                          STATION RECOVERY (1989)
 BM0532
 BM0532'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0532'RECOVERED IN GOOD CONDITION.
 BM0532
 BM0532                          STATION RECOVERY (1991)
 BM0532
 BM0532'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0532'RECOVERED IN GOOD CONDITION.
 BM0532
 BM0532                          STATION RECOVERY (1995)
 BM0532
 BM0532'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0532'RECOVERED IN GOOD CONDITION.
 BM0532
 BM0532                          STATION RECOVERY (1999)
 BM0532
 BM0532'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0533 ***********************************************************************
 BM0533  DESIGNATION -  ST PAUL 2 RM 3
 BM0533  PID         -  BM0533
 BM0533  STATE/COUNTY-  TX/BASTROP
 BM0533  USGS QUAD   -  UTLEY (1982)
 BM0533
 BM0533                         *CURRENT SURVEY CONTROL
 BM0533  ___________________________________________________________________
 BM0533* NAD 83(1986)-  30 08 49.     (N)    097 28 57.     (W)     SCALED    
 BM0533* NAVD 88     -       173.135  (meters)     568.03   (feet)  ADJUSTED  
 BM0533  ___________________________________________________________________
 BM0533  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0533  DYNAMIC HT  -         172.900 (meters)     567.26  (feet)  COMP
 BM0533  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 BM0533
 BM0533  VERT ORDER  -  FIRST     CLASS I
 BM0533
 BM0533.The horizontal coordinates were scaled from a topographic map and have
 BM0533.an estimated accuracy of +/- 6 seconds.
 BM0533
 BM0533.The orthometric height was determined by differential leveling
 BM0533.and adjusted by the National Geodetic Survey in June 1991..
 BM0533
 BM0533.The geoid height was determined by GEOID03.
 BM0533
 BM0533.The dynamic height is computed by dividing the NAVD 88
 BM0533.geopotential number by the normal gravity value computed on the
 BM0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0533.degrees latitude (g = 980.6199 gals.).
 BM0533
 BM0533.The modeled gravity was interpolated from observed gravity values.
 BM0533
 BM0533;                    North         East    Units  Estimated Accuracy
 BM0533;SPC TX C     - 3,056,760.      974,630.      MT  (+/- 180 meters Scaled)
 BM0533
 BM0533                          SUPERSEDED SURVEY CONTROL
 BM0533
 BM0533  NGVD 29 (??/??/92)  173.065  (m)          567.80   (f) ADJ UNCH    1 1
 BM0533
 BM0533.Superseded values are not recommended for survey control.
 BM0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0533.See file dsdata.txt to determine how the superseded data were derived.
 BM0533
 BM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU461360(NAD 83)
 BM0533_MARKER: DR = REFERENCE MARK DISK
 BM0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0533_STAMPING: ST PAUL 2 NO 3 1972
 BM0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0533+STABILITY: SURFACE MOTION
 BM0533
 BM0533  HISTORY     - Date     Condition        Report By
 BM0533  HISTORY     - 1972     MONUMENTED       NGS
 BM0533  HISTORY     - 1973     GOOD             NGS
 BM0533  HISTORY     - 1978     GOOD             NGS
 BM0533  HISTORY     - 1989     GOOD             USPSQD
 BM0533  HISTORY     - 1991     GOOD             USPSQD
 BM0533  HISTORY     - 19951226 GOOD             USPSQD
 BM0533  HISTORY     - 19990522 GOOD             USPSQD
 BM0533
 BM0533                          STATION DESCRIPTION
 BM0533
 BM0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0533'5.5 MI SE FROM GARFIELD.
 BM0533'ABOUT 5.5 MILES SOUTHEAST ALONG ST HIGHWAY 71 FROM A GULF SERVICE
 BM0533'STATION AND STORE, 96.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BM0533'SOUTHWEST LAND OF THE HIGHWAY, 32.8 FEET SOUTHEAST OF ST PAUL 2 1972,
 BM0533'31.5 FEET SOUTHWEST OF A 20-INCH OAK TREE, 1.0 FEET NORTHEAST OF A
 BM0533'FENCE, 0.1 MILES NORTHWEST OF ST PAUL 2 1972 AZI, ABOUT LEVEL WITH THE
 BM0533'HIGHWAY AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
 BM0533
 BM0533                          STATION RECOVERY (1978)
 BM0533
 BM0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0533'RECOVERED IN GOOD CONDITION.
 BM0533
 BM0533                          STATION RECOVERY (1989)
 BM0533
 BM0533'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0533'RECOVERED IN GOOD CONDITION.
 BM0533
 BM0533                          STATION RECOVERY (1991)
 BM0533
 BM0533'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0533'RECOVERED IN GOOD CONDITION.
 BM0533
 BM0533                          STATION RECOVERY (1995)
 BM0533
 BM0533'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0533'RECOVERED IN GOOD CONDITION.
 BM0533
 BM0533                          STATION RECOVERY (1999)
 BM0533
 BM0533'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0535 ***********************************************************************
 BM0535  DESIGNATION -  ST PAUL 2 RM 4
 BM0535  PID         -  BM0535
 BM0535  STATE/COUNTY-  TX/BASTROP
 BM0535  USGS QUAD   -  UTLEY (1982)
 BM0535
 BM0535                         *CURRENT SURVEY CONTROL
 BM0535  ___________________________________________________________________
 BM0535* NAD 83(1986)-  30 08 49.     (N)    097 28 57.     (W)     SCALED    
 BM0535* NAVD 88     -       173.447  (meters)     569.05   (feet)  ADJUSTED  
 BM0535  ___________________________________________________________________
 BM0535  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0535  DYNAMIC HT  -         173.212 (meters)     568.28  (feet)  COMP
 BM0535  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 BM0535
 BM0535  VERT ORDER  -  FIRST     CLASS I
 BM0535
 BM0535.The horizontal coordinates were scaled from a topographic map and have
 BM0535.an estimated accuracy of +/- 6 seconds.
 BM0535
 BM0535.The orthometric height was determined by differential leveling
 BM0535.and adjusted by the National Geodetic Survey in June 1991..
 BM0535.WARNING-Repeat measurements at this control monument indicate possible
 BM0535.vertical movement.
 BM0535
 BM0535.The geoid height was determined by GEOID03.
 BM0535
 BM0535.The dynamic height is computed by dividing the NAVD 88
 BM0535.geopotential number by the normal gravity value computed on the
 BM0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0535.degrees latitude (g = 980.6199 gals.).
 BM0535
 BM0535.The modeled gravity was interpolated from observed gravity values.
 BM0535
 BM0535;                    North         East    Units  Estimated Accuracy
 BM0535;SPC TX C     - 3,056,760.      974,630.      MT  (+/- 180 meters Scaled)
 BM0535
 BM0535                          SUPERSEDED SURVEY CONTROL
 BM0535
 BM0535  NGVD 29 (??/??/92)  173.377  (m)          568.82   (f) ADJ UNCH    1 1
 BM0535
 BM0535.Superseded values are not recommended for survey control.
 BM0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0535.See file dsdata.txt to determine how the superseded data were derived.
 BM0535
 BM0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU461360(NAD 83)
 BM0535_MARKER: DR = REFERENCE MARK DISK
 BM0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0535_STAMPING: ST PAUL 2 NO 4 1972
 BM0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0535+STABILITY: SURFACE MOTION
 BM0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0535+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 BM0535
 BM0535  HISTORY     - Date     Condition        Report By
 BM0535  HISTORY     - 1972     MONUMENTED       NGS
 BM0535  HISTORY     - 1978     GOOD             NGS
 BM0535  HISTORY     - 1989     GOOD             USPSQD
 BM0535  HISTORY     - 1991     GOOD             USPSQD
 BM0535  HISTORY     - 19951226 GOOD             USPSQD
 BM0535  HISTORY     - 19990522 GOOD             USPSQD
 BM0535  HISTORY     - 20020314 GOOD             TXDOT
 BM0535
 BM0535                          STATION DESCRIPTION
 BM0535
 BM0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BM0535'5.5 MI SE FROM GARFIELD.
 BM0535'ABOUT 5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0535'STATION AND STORE AT GARFIELD, 96.0 FEET SOUTHWEST OF THE CENTER LINE
 BM0535'OF THE SOUTHWEST LANE OF THE HIGHWAY, 35.6 FEET NORTHWEST OF ST PAUL 2
 BM0535'1972 TRI. STATION, 41.5 FEET SOUTH OF A 15-INCH OAK TREE, 0.7 FEET
 BM0535'NORTHEAST OF A FENCE, 68.4 FEET NORTHWEST OF ST PAUL 2 NO 3 1972,
 BM0535'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK IN THE TOP OF A CONCRETE
 BM0535'POST PROJECTING 1-INCH.
 BM0535
 BM0535                          STATION RECOVERY (1978)
 BM0535
 BM0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0535'RECOVERED IN GOOD CONDITION.
 BM0535
 BM0535                          STATION RECOVERY (1989)
 BM0535
 BM0535'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0535'RECOVERED IN GOOD CONDITION.
 BM0535
 BM0535                          STATION RECOVERY (1991)
 BM0535
 BM0535'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0535'RECOVERED IN GOOD CONDITION.
 BM0535
 BM0535                          STATION RECOVERY (1995)
 BM0535
 BM0535'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0535'RECOVERED IN GOOD CONDITION.
 BM0535
 BM0535                          STATION RECOVERY (1999)
 BM0535
 BM0535'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0535'RECOVERED IN GOOD CONDITION.
 BM0535
 BM0535                          STATION RECOVERY (2002)
 BM0535
 BM0535'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (WEH)
 BM0535'LESS THAN OPTIMAL FOR SATELLITE OBSERVATIONS, TREES. MARK IS AT
 BM0535'WILLIAMS FAMILY CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0536 ***********************************************************************
 BM0536  DESIGNATION -  ST PAUL AZ MK
 BM0536  PID         -  BM0536
 BM0536  STATE/COUNTY-  TX/BASTROP
 BM0536  USGS QUAD   -  UTLEY (1982)
 BM0536
 BM0536                         *CURRENT SURVEY CONTROL
 BM0536  ___________________________________________________________________
 BM0536* NAD 83(1986)-  30 09 03.     (N)    097 29 16.     (W)     SCALED    
 BM0536* NAVD 88     -       168.549  (meters)     552.98   (feet)  ADJUSTED  
 BM0536  ___________________________________________________________________
 BM0536  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BM0536  DYNAMIC HT  -         168.320 (meters)     552.23  (feet)  COMP
 BM0536  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 BM0536
 BM0536  VERT ORDER  -  FIRST     CLASS I
 BM0536
 BM0536.The horizontal coordinates were scaled from a topographic map and have
 BM0536.an estimated accuracy of +/- 6 seconds.
 BM0536
 BM0536.The orthometric height was determined by differential leveling
 BM0536.and adjusted by the National Geodetic Survey in June 1991..
 BM0536
 BM0536.The geoid height was determined by GEOID03.
 BM0536
 BM0536.The dynamic height is computed by dividing the NAVD 88
 BM0536.geopotential number by the normal gravity value computed on the
 BM0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0536.degrees latitude (g = 980.6199 gals.).
 BM0536
 BM0536.The modeled gravity was interpolated from observed gravity values.
 BM0536
 BM0536;                    North         East    Units  Estimated Accuracy
 BM0536;SPC TX C     - 3,057,180.      974,110.      MT  (+/- 180 meters Scaled)
 BM0536
 BM0536                          SUPERSEDED SURVEY CONTROL
 BM0536
 BM0536  NGVD 29 (??/??/92)  168.478  (m)          552.75   (f) ADJ UNCH    1 1
 BM0536
 BM0536.Superseded values are not recommended for survey control.
 BM0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0536.See file dsdata.txt to determine how the superseded data were derived.
 BM0536
 BM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU456364(NAD 83)
 BM0536_MARKER: DZ = AZIMUTH MARK DISK
 BM0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0536_STAMPING: ST. PAUL 1967
 BM0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0536+STABILITY: SURFACE MOTION
 BM0536
 BM0536  HISTORY     - Date     Condition        Report By
 BM0536  HISTORY     - 1967     MONUMENTED       CGS
 BM0536  HISTORY     - 1973     GOOD             NGS
 BM0536  HISTORY     - 1978     GOOD             NGS
 BM0536  HISTORY     - 1989     GOOD             USPSQD
 BM0536  HISTORY     - 1991     GOOD             USPSQD
 BM0536  HISTORY     - 19951226 GOOD             USPSQD
 BM0536  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0536  HISTORY     - 20060220 POOR             GEOCAC
 BM0536
 BM0536                          STATION DESCRIPTION
 BM0536
 BM0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0536'5.1 MI SE FROM GARFIELD.
 BM0536'ABOUT 5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0536'STATION AND STORE AT GARFIELD, 0.65 FEET SOUTHEAST OF A CONCRETE
 BM0536'HIGHWAY BRIDGE OVER RED GULLY CREEK, NEAR CREST OF A BANK CUT, 89.0
 BM0536'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE OF THE HIGHWAY
 BM0536'(SLOPE MEASUREMENT), 37.5 FEET NORTHEAST OF THE SOUTHWEST HIGHWAY
 BM0536'R.O.W. FENCE, 2.8 FEET SOUTHEAST OF A 18-INCH OAK TREE, 0.65 MILES
 BM0536'SOUTHEAST OF THE BENCH MARK H 1225, 2.8 FEET NORTH OF A METAL WITNESS
 BM0536'POST, ABOUT 20 FEET ABOVE THE HIGHWAY AND IS A DISK IN THE TOP OF A
 BM0536'CONCRETE POST PROJECTING 2-INCHES.
 BM0536
 BM0536                          STATION RECOVERY (1978)
 BM0536
 BM0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0536'RECOVERED IN GOOD CONDITION.
 BM0536
 BM0536                          STATION RECOVERY (1989)
 BM0536
 BM0536'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0536'RECOVERED IN GOOD CONDITION.
 BM0536
 BM0536                          STATION RECOVERY (1991)
 BM0536
 BM0536'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0536'RECOVERED IN GOOD CONDITION.
 BM0536
 BM0536                          STATION RECOVERY (1995)
 BM0536
 BM0536'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0536'RECOVERED IN GOOD CONDITION.
 BM0536
 BM0536                          STATION RECOVERY (1999)
 BM0536
 BM0536'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0536'MARK NOT FOUND.
 BM0536
 BM0536                          STATION RECOVERY (2006)
 BM0536
 BM0536'RECOVERY NOTE BY GEOCACHING 2006 (RLJ)
 BM0536'FOUND USGS DISK SET IN CONCRETE POST.  GPS GAVE COORDINATES AS N30
 BM0536'09.080, W097 29.369.  THE DISK HAS BEEN SEVERLY DAMAGED AND MAY HAVE
 BM0536'BEEN MOVED FROM ITS ORIGINAL LOCATION.  THE ONLY LISTED BENCHMARK IN
 BM0536'THE AREA IS BM0536 (DESIGNATION ST PAUL AZ MK, COORDINATES N30 09.033,
 BM0536'W097 29.250).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2150 ***********************************************************************
 AN2150  DESIGNATION -  ST PAUL CONT PLINE MICROWAVE
 AN2150  PID         -  AN2150
 AN2150  STATE/COUNTY-  TX/SAN PATRICIO
 AN2150  USGS QUAD   -  SINTON WEST (1979)
 AN2150
 AN2150                         *CURRENT SURVEY CONTROL
 AN2150  ___________________________________________________________________
 AN2150* NAD 83(1993)-  28 05 03.84603(N)    097 33 07.33687(W)     ADJUSTED  
 AN2150* NAVD 88     -                                                        
 AN2150  ___________________________________________________________________
 AN2150  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AN2150  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN2150
 AN2150  HORZ ORDER  -  THIRD
 AN2150
 AN2150.The horizontal coordinates were established by classical geodetic methods
 AN2150.and adjusted by the National Geodetic Survey in February 1996..
 AN2150
 AN2150
 AN2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2150
 AN2150.The geoid height was determined by GEOID03.
 AN2150
 AN2150;                    North         East     Units Scale Factor Converg.
 AN2150;SPC TX S     - 5,268,231.217   393,176.502   MT  1.00007319   +0 25 49.4
 AN2150;SPC TX S     -17,284,188.58  1,289,946.57   sFT  1.00007319   +0 25 49.4
 AN2150;SPC TXSC     - 4,028,708.314   742,323.603   MT  1.00009921   +0 42 33.7
 AN2150;SPC TXSC     -13,217,520.53  2,435,440.02   sFT  1.00009921   +0 42 33.7
 AN2150;UTM  14      - 3,107,398.426   642,264.686   MT  0.99984980   +0 40 54.4
 AN2150
 AN2150                          SUPERSEDED SURVEY CONTROL
 AN2150
 AN2150  NAD 83(1986)-  28 05 03.85401(N)    097 33 07.31773(W) AD(       ) 4
 AN2150  NAD 27      -  28 05 02.81900(N)    097 33 06.35700(W) AD(       ) 3
 AN2150
 AN2150.Superseded values are not recommended for survey control.
 AN2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2150.See file dsdata.txt to determine how the superseded data were derived.
 AN2150
 AN2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4226507398(NAD 83)
 AN2150_MARKER: 44 = MICROWAVE MAST
 AN2150
 AN2150  HISTORY     - Date     Condition        Report By
 AN2150  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2150  HISTORY     - 19910704 GOOD             USPSQD
 AN2150  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN2150
 AN2150                          STATION DESCRIPTION
 AN2150
 AN2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2150'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SINTON,
 AN2150'0.5 MILE SOUTH OF ST PAUL, 0.5 MILE WEST OF U.S. HIGHWAY
 AN2150'181 AND 130 FEET SOUTH OF AN OILED ROAD.
 AN2150'
 AN2150'THE STATION IS AN 18 INCH SQUARE MAST APPROXIMATELY 100 FEET
 AN2150'HIGH AND HAS TWO LARGE METAL DISKS SECURED TO ITS TOP.  IT
 AN2150'IS SET ON A LARGE CONCRETE BLOCK THAT IS 8 FEET WEST OF A
 AN2150'SMALL TIN BUILDING.  THE MAST AND BUILDING ARE ENCLOSED BY
 AN2150'A METAL FENCE.
 AN2150
 AN2150                          STATION RECOVERY (1991)
 AN2150
 AN2150'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN2150'RECOVERED IN GOOD CONDITION.
 AN2150
 AN2150                          STATION RECOVERY (1995)
 AN2150
 AN2150'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN2150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0876 ***********************************************************************
 BM0876  DESIGNATION -  ST PAUL RM A
 BM0876  PID         -  BM0876
 BM0876  STATE/COUNTY-  TX/BASTROP
 BM0876  USGS QUAD   -  UTLEY (1982)
 BM0876
 BM0876                         *CURRENT SURVEY CONTROL
 BM0876  ___________________________________________________________________
 BM0876* NAD 83(1993)-  30 08 50.72793(N)    097 28 57.50154(W)     ADJUSTED  
 BM0876* NAVD 88     -       174.3    (meters)     572.     (feet)  VERTCON   
 BM0876  ___________________________________________________________________
 BM0876  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BM0876  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0876
 BM0876  HORZ ORDER  -  FIRST
 BM0876
 BM0876.The horizontal coordinates were established by classical geodetic methods
 BM0876.and adjusted by the National Geodetic Survey in February 1996..
 BM0876
 BM0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0876
 BM0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0876
 BM0876.The geoid height was determined by GEOID03.
 BM0876
 BM0876;                    North         East     Units Scale Factor Converg.
 BM0876;SPC TX C     - 3,056,814.752   974,613.128   MT  0.99999193   +1 28 05.8
 BM0876;SPC TX C     -10,028,899.73  3,197,543.24   sFT  0.99999193   +1 28 05.8
 BM0876;UTM  14      - 3,336,093.347   646,137.660   MT  0.99986348   +0 45 43.9
 BM0876
 BM0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0876!SPC TX C     -   0.99997673  x   0.99999193  =   0.99996866
 BM0876!UTM  14      -   0.99997673  x   0.99986348  =   0.99984021
 BM0876
 BM0876|---------------------------------------------------------------------|
 BM0876| PID    Reference Object                     Distance      Geod. Az  |
 BM0876|                                                           dddmmss.s |
 BM0876| BM0875 ST PAUL                              29.280 METERS 12036     |
 BM0876| BM0532 ST PAUL 2 AZ MK                     234.520 METERS 13926     |
 BM0876| BM0534 ST PAUL 2                            72.727 METERS 16843     |
 BM0876| BM0906 MAHA                                APPROX.11.6 KM 2453029.3 |
 BM0876| BM0914 ELROY DISTRICT 12 MUN TANK          APPROX.15.3 KM 2611557.0 |
 BM0876|---------------------------------------------------------------------|
 BM0876
 BM0876                          SUPERSEDED SURVEY CONTROL
 BM0876
 BM0876  NAD 83(1986)-  30 08 50.74744(N)    097 28 57.48318(W) AD(       ) 1
 BM0876  NAD 27      -  30 08 49.97412(N)    097 28 56.49525(W) AD(       ) 1
 BM0876  NGVD 29 (07/19/86)  174.2    (m)          572.     (f) VERT ANG       
 BM0876
 BM0876.Superseded values are not recommended for survey control.
 BM0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0876.See file dsdata.txt to determine how the superseded data were derived.
 BM0876
 BM0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4613836093(NAD 83)
 BM0876_MARKER: DS = TRIANGULATION STATION DISK
 BM0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0876_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0876
 BM0876  HISTORY     - Date     Condition        Report By
 BM0876  HISTORY     - 1967     MONUMENTED       CGS
 BM0876  HISTORY     - 19951226 MARK NOT FOUND   USPSQD
 BM0876  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0876
 BM0876                          STATION DESCRIPTION
 BM0876
 BM0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0876'THE STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF BASTROP,
 BM0876'4-1/2 MILES NORTH-NORTHEAST OF CEDAR CREEK, IT IS ON THE
 BM0876'NORTHEAST SIDE OF STATE HIGHWAY 71 AND ON THE HIGHWAY RIGHT-OF-WAY.
 BM0876'
 BM0876'THE STATION MARK IS A STANDARD DISK STAMPED ST PAUL RM A 1967,
 BM0876'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BM0876'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET SOUTHWEST
 BM0876'OF AN OLD PAVED ROAD AND 64 FEET NORTHEAST OF THE CENTER OF
 BM0876'STATE HIGHWAY 71.
 BM0876'
 BM0876'A TRAVERSE CONNECTION WAS MADE TO STATION ST PAUL.
 BM0876'
 BM0876'FOR ROUTE TO REACH THE STATION SEE DESCRIPTION FOR ST PAUL.
 BM0876
 BM0876                          STATION RECOVERY (1995)
 BM0876
 BM0876'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0876'MARK NOT FOUND.
 BM0876
 BM0876                          STATION RECOVERY (1999)
 BM0876
 BM0876'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1890 ***********************************************************************
 AY1890  DESIGNATION -  ST PHILIPS
 AY1890  PID         -  AY1890
 AY1890  STATE/COUNTY-  TX/BEXAR
 AY1890  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1890
 AY1890                         *CURRENT SURVEY CONTROL
 AY1890  ___________________________________________________________________
 AY1890* NAD 83(1993)-  29 24 56.24523(N)    098 27 15.78743(W)     ADJUSTED  
 AY1890* NAVD 88     -       239.0    (meters)     784.     (feet)  VERTCON   
 AY1890  ___________________________________________________________________
 AY1890  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY1890  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY1890
 AY1890  HORZ ORDER  -  THIRD
 AY1890
 AY1890.The horizontal coordinates were established by classical geodetic methods
 AY1890.and adjusted by the National Geodetic Survey in February 1996..
 AY1890.No horizontal observational check was made to the station.
 AY1890
 AY1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1890
 AY1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1890
 AY1890.The geoid height was determined by GEOID03.
 AY1890
 AY1890;                    North         East     Units Scale Factor Converg.
 AY1890;SPC TXSC     - 4,175,483.056   652,942.640   MT  0.99986423   +0 16 02.3
 AY1890;SPC TXSC     -13,699,063.99  2,142,195.98   sFT  0.99986423   +0 16 02.3
 AY1890;UTM  14      - 3,254,158.364   552,929.258   MT  0.99963457   +0 16 04.7
 AY1890
 AY1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1890!SPC TXSC     -   0.99996647  x   0.99986423  =   0.99983070
 AY1890!UTM  14      -   0.99996647  x   0.99963457  =   0.99960105
 AY1890
 AY1890:                Primary Azimuth Mark                     Grid Az
 AY1890:SPC TXSC     -  ROSILLO 2 AZ MK                          102 30 14.6
 AY1890:UTM  14      -  ROSILLO 2 AZ MK                          102 30 12.2
 AY1890
 AY1890|---------------------------------------------------------------------|
 AY1890| PID    Reference Object                     Distance      Geod. Az  |
 AY1890|                                                           dddmmss.s |
 AY1890| AY1841 ROSILLO 2 AZ MK                     APPROX. 9.3 KM 1024616.9 |
 AY1890| AY1889 ST PHILIPS RM 1                      11.549 METERS 12128     |
 AY1890| AY1896 TRAV STA A 1978                     261.883 METERS 18418     |
 AY1890| CV6395 ST PHILIPS RM 2                                    19206     |
 AY1890| AY1869 SAN ANTONIO TRANSIT TWR TV MST      APPROX. 3.7 KM 2823633.7 |
 AY1890|---------------------------------------------------------------------|
 AY1890
 AY1890                          SUPERSEDED SURVEY CONTROL
 AY1890
 AY1890  NAD 83(1986)-  29 24 56.25030(N)    098 27 15.76975(W) AD(       ) 3
 AY1890  NAD 27      -  29 24 55.40947(N)    098 27 14.71158(W) AD(       ) 3
 AY1890  NGVD 29 (07/19/86)  238.9    (m)          784.     (f) VERT ANG       
 AY1890
 AY1890.Superseded values are not recommended for survey control.
 AY1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1890.See file dsdata.txt to determine how the superseded data were derived.
 AY1890
 AY1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5292954158(NAD 83)
 AY1890_MARKER: DS = TRIANGULATION STATION DISK
 AY1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1890_MARK LOGO: NGS   
 AY1890_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AY1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1890+STABILITY: SURFACE MOTION
 AY1890
 AY1890  HISTORY     - Date     Condition        Report By
 AY1890  HISTORY     - 1977     MONUMENTED       NGS
 AY1890  HISTORY     - 19821004 GOOD             NGS
 AY1890  HISTORY     - 19950411 GOOD             USPSQD
 AY1890
 AY1890                          STATION DESCRIPTION
 AY1890
 AY1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AY1890'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF SAN ANTONIO,
 AY1890'AND AT THE CAMPUS OF THE ST PHILIPS COLLEGE.  IT IS ON THE ROOF
 AY1890'AND AT THE SOUTHWEST CORNER OF THE NORRIS TECHNICAL CENTER
 AY1890'BUILDING, WHICH IS THE SOUTH SECTION OF THE TWO MAIN BUILDINGS OF
 AY1890'CAMPUS.
 AY1890'
 AY1890'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 AY1890'BLOCK, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED ST PHILIPS 1977.
 AY1890'THE SQUARE 12-INCH CONCRETE BLOCK IS CEMENTED TO THE ROOF OF
 AY1890'BUILDING.  IT IS 24.9 FEET NORTH OF THE SOUTH EDGE OF BUILDING AND
 AY1890'8.8 FEET EAST OF THE WEST EDGE OF BUILDING.
 AY1890'
 AY1890'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A
 AY1890'CONCRETE BLOCK, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED
 AY1890'ST PHILIPS NO 1 1978 ROOF.  THE SQUARE 12-INCH CONCRETE BLOCK IS
 AY1890'CEMENTED TO ROOF OF BUILDING.  IT IS 5.25 FEET NORTH OF THE
 AY1890'SOUTH EDGE OF BUILDING.
 AY1890'
 AY1890'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A
 AY1890'CONCRETE BLOCK, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED ST
 AY1890'PHILIPS NO 2 1978 ROOF.  THE SQUARE 12-INCH CONCRETE BLOCK IS
 AY1890'CEMENTED TO ROOF OF BUILDING.  IT IS 5.7 FEET NORTH OF THE SOUTH
 AY1890'EDGE OF BUILDING AND 4.7 FEET EAST OF THE WEST EDGE OF
 AY1890'BUILDING.
 AY1890'
 AY1890'NEAREST TOWN--SAN ANTONIO.
 AY1890
 AY1890                          STATION RECOVERY (1982)
 AY1890
 AY1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AY1890'STATION WAS RECOVERED AS DESCRIBED IN 1977.  THE STATION WAS NOT
 AY1890'OCCUPIED AT THIS TIME BUT MARKS CHECKED BY DISTANCES.
 AY1890
 AY1890                          STATION RECOVERY (1995)
 AY1890
 AY1890'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1888 ***********************************************************************
 AY1888  DESIGNATION -  ST PHILIPS GROUND
 AY1888  PID         -  AY1888
 AY1888  STATE/COUNTY-  TX/BEXAR
 AY1888  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1888
 AY1888                         *CURRENT SURVEY CONTROL
 AY1888  ___________________________________________________________________
 AY1888* NAD 83(1993)-  29 24 54.82453(N)    098 27 15.32614(W)     ADJUSTED  
 AY1888* NAVD 88     -       220.7    (meters)     724.     (feet)  VERTCON   
 AY1888  ___________________________________________________________________
 AY1888  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY1888  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY1888
 AY1888  HORZ ORDER  -  THIRD
 AY1888
 AY1888.The horizontal coordinates were established by classical geodetic methods
 AY1888.and adjusted by the National Geodetic Survey in February 1996..
 AY1888.No horizontal observational check was made to the station.
 AY1888
 AY1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1888
 AY1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1888
 AY1888.The geoid height was determined by GEOID03.
 AY1888
 AY1888;                    North         East     Units Scale Factor Converg.
 AY1888;SPC TXSC     - 4,175,439.378   652,955.277   MT  0.99986422   +0 16 02.5
 AY1888;SPC TXSC     -13,698,920.69  2,142,237.44   sFT  0.99986422   +0 16 02.5
 AY1888;UTM  14      - 3,254,114.696   552,941.893   MT  0.99963458   +0 16 04.9
 AY1888
 AY1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1888!SPC TXSC     -   0.99996934  x   0.99986422  =   0.99983357
 AY1888!UTM  14      -   0.99996934  x   0.99963458  =   0.99960393
 AY1888
 AY1888                          SUPERSEDED SURVEY CONTROL
 AY1888
 AY1888  NAD 83(1986)-  29 24 54.82947(N)    098 27 15.30834(W) AD(       ) 3
 AY1888  NAD 27      -  29 24 53.98874(N)    098 27 14.25028(W) AD(       ) 3
 AY1888  NGVD 29 (07/19/86)  220.6    (m)          724.     (f) VERT ANG       
 AY1888
 AY1888.Superseded values are not recommended for survey control.
 AY1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1888.See file dsdata.txt to determine how the superseded data were derived.
 AY1888
 AY1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5294254115(NAD 83)
 AY1888_MARKER: DS = TRIANGULATION STATION DISK
 AY1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1888_STAMPING: ST PHILIPS GROUND 1977
 AY1888_MARK LOGO: NGS   
 AY1888_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AY1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1888+STABILITY: SURFACE MOTION
 AY1888
 AY1888  HISTORY     - Date     Condition        Report By
 AY1888  HISTORY     - 1977     MONUMENTED       NGS
 AY1888  HISTORY     - 19821004 GOOD             NGS
 AY1888  HISTORY     - 19950411 GOOD             USPSQD
 AY1888
 AY1888                          STATION DESCRIPTION
 AY1888
 AY1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AY1888'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED.
 AY1888'
 AY1888'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF SAN ANTONIO,
 AY1888'AT THE CAMPUS OF THE ST. PHILIPS COLLEGE.
 AY1888'
 AY1888'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 AY1888'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED ST PHILIPS
 AY1888'GROUND 1977.  IT IS 73 FEET EAST OF THE CENTER LINE OF MITTMAN
 AY1888'STREET, 106.4 FEET SOUTH OF THE ENTRANCE TO THE NORRIS TECHNICAL
 AY1888'CENTER BUILDING, 30.4 FEET SOUTH OF THE CURB TO PARKING LOT, AND
 AY1888'44.2 FEET WEST OF THE WEST ENTRANCE TO CAFETERIA.
 AY1888'
 AY1888'TRAVERSE TIE WAS MADE TO ST PHILIPS (ROOF), WHICH IS LOCATED ON
 AY1888'THE ROOF OF THE NORRIS TECHNICAL CENTER BUILDING.
 AY1888'
 AY1888'NEAREST TOWN--SAN ANTONIO.
 AY1888
 AY1888                          STATION RECOVERY (1982)
 AY1888
 AY1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AY1888'THE STATION WAS RECOVERED AS DESCRIBED IN 1977.  A NEW REFERENCE MARK
 AY1888'WAS ESTABLISHED AT THIS TIME TO BE USED AS A SUPPLEMENTARY STATION BY
 AY1888'THE COLLEGE STUDENTS AS A STARTING POINT.  A BUILDING WAS ERECTED ON
 AY1888'LINE OF THE OLD STATION.  THE STATION IS LOCATED AT THE ST PHILIPS
 AY1888'COLLEGE IN THE SOUTHEAST SECTION OF SAN ANTONIO IN THE LAWN IN FRONT
 AY1888'OF THE CAFETERIA.  STATION MARK, STAMPED---ST PHILIPS GROUND 1977---,
 AY1888'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AY1888'WITH THE GROUND.  IT IS 22.25 METERS (73.00 FT) EAST OF THE CENTERLINE
 AY1888'OF MITTMAN STREET, 13.47 METERS (44.19 FT) WEST OF THE WEST ENTRANCE
 AY1888'TO THE CAFETERIA AND 9.26 METERS (30.38 FT) SOUTH OF THE CURB OF A
 AY1888'PARKING LOT.  THE REFERENCE MARK, STAMPED---ST PHILIPS GROUND RM---,
 AY1888'IS AN ALUMINUM PRECAST MARK SET IN A HOLE SURROUNDED BY CONCRETE AND
 AY1888'IS FLUSH WITH THE GROUND.  IT IS 11.58 METERS (37.99 FT) EAST OF THE
 AY1888'EAST EDGE OF A SIDEWALK, 8.47 METERS (27.79 FT) SOUTHEAST OF THE
 AY1888'SOUTHEAST CORNER OF A SMALL BUILDING OWNED BY THE GOVERNMENT EMPLOYEES
 AY1888'CREDIT UNION AND 3.44 METERS (11.29 FT) SOUTH OF A SIDEWALK.
 AY1888
 AY1888                          STATION RECOVERY (1995)
 AY1888
 AY1888'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1889 ***********************************************************************
 AY1889  DESIGNATION -  ST PHILIPS RM 1
 AY1889  PID         -  AY1889
 AY1889  STATE/COUNTY-  TX/BEXAR
 AY1889  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1889
 AY1889                         *CURRENT SURVEY CONTROL
 AY1889  ___________________________________________________________________
 AY1889* NAD 83(1993)-  29 24 56.04945(N)    098 27 15.42199(W)     ADJUSTED  
 AY1889* NAVD 88     -       239.0    (meters)     784.     (feet)  VERTCON   
 AY1889  ___________________________________________________________________
 AY1889  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY1889  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY1889
 AY1889  HORZ ORDER  -  THIRD
 AY1889
 AY1889.The horizontal coordinates were established by classical geodetic methods
 AY1889.and adjusted by the National Geodetic Survey in February 1996..
 AY1889.No horizontal observational check was made to the station.
 AY1889
 AY1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1889
 AY1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1889
 AY1889.The geoid height was determined by GEOID03.
 AY1889
 AY1889;                    North         East     Units Scale Factor Converg.
 AY1889;SPC TXSC     - 4,175,477.075   652,952.518   MT  0.99986423   +0 16 02.5
 AY1889;SPC TXSC     -13,699,044.37  2,142,228.39   sFT  0.99986423   +0 16 02.5
 AY1889;UTM  14      - 3,254,152.385   552,939.134   MT  0.99963458   +0 16 04.9
 AY1889
 AY1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1889!SPC TXSC     -   0.99996647  x   0.99986423  =   0.99983070
 AY1889!UTM  14      -   0.99996647  x   0.99963458  =   0.99960106
 AY1889
 AY1889                          SUPERSEDED SURVEY CONTROL
 AY1889
 AY1889  NAD 83(1986)-  29 24 56.05443(N)    098 27 15.40416(W) AD(       ) 3
 AY1889  NAD 27      -  29 24 55.21368(N)    098 27 14.34615(W) AD(       ) 3
 AY1889  NGVD 29 (07/19/86)  238.9    (m)          784.     (f) VERT ANG       
 AY1889
 AY1889.Superseded values are not recommended for survey control.
 AY1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1889.See file dsdata.txt to determine how the superseded data were derived.
 AY1889
 AY1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5293954152(NAD 83)
 AY1889_MARKER: DR = REFERENCE MARK DISK
 AY1889_SETTING: 0 = UNSPECIFIED SETTING
 AY1889_MARK LOGO: NGS   
 AY1889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AY1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1889+STABILITY: SURFACE MOTION
 AY1889
 AY1889  HISTORY     - Date     Condition        Report By
 AY1889  HISTORY     - 1977     MONUMENTED       NGS
 AY1889  HISTORY     - 19821004 GOOD             NGS
 AY1889
 AY1889                          STATION DESCRIPTION
 AY1889
 AY1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AY1889'STATION RECOVERED AS DESCRIBED.  IT WAS NOT OCCUPIED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1294 ***********************************************************************
 DM1294  DESIGNATION -  STA 143
 DM1294  PID         -  DM1294
 DM1294  STATE/COUNTY-  TX/BOWIE
 DM1294  USGS QUAD   -  OAK GROVE (1975)
 DM1294
 DM1294                         *CURRENT SURVEY CONTROL
 DM1294  ___________________________________________________________________
 DM1294* NAD 83(1993)-  33 32 04.00808(N)    094 41 05.15799(W)     ADJUSTED  
 DM1294* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 DM1294  ___________________________________________________________________
 DM1294  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DM1294  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DM1294
 DM1294  HORZ ORDER  -  SECOND
 DM1294
 DM1294.The horizontal coordinates were established by classical geodetic methods
 DM1294.and adjusted by the National Geodetic Survey in February 1996..
 DM1294
 DM1294.The orthometric height was scaled from a topographic map.
 DM1294
 DM1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1294
 DM1294.The geoid height was determined by GEOID03.
 DM1294
 DM1294;                    North         East     Units Scale Factor Converg.
 DM1294;SPC TXNC     - 2,213,554.763   954,270.275   MT  0.99990802   +2 04 50.9
 DM1294;SPC TXNC     - 7,262,304.25  3,130,801.73   sFT  0.99990802   +2 04 50.9
 DM1294;UTM  15      - 3,711,809.126   343,563.024   MT  0.99990171   -0 55 51.3
 DM1294
 DM1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1294!SPC TXNC     -   0.99998382  x   0.99990802  =   0.99989184
 DM1294!UTM  15      -   0.99998382  x   0.99990171  =   0.99988553
 DM1294
 DM1294                          SUPERSEDED SURVEY CONTROL
 DM1294
 DM1294  NAD 83(1993)-  33 32 04.00947(N)    094 41 05.15587(W) AD(       ) 2
 DM1294  NAD 83(1986)-  33 32 04.01211(N)    094 41 05.14551(W) AD(       ) 2
 DM1294  NAD 27      -  33 32 03.60600(N)    094 41 04.38400(W) AD(       ) 2
 DM1294
 DM1294.Superseded values are not recommended for survey control.
 DM1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1294.See file dsdata.txt to determine how the superseded data were derived.
 DM1294
 DM1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4356311809(NAD 83)
 DM1294_MARKER: DH = HORIZONTAL CONTROL DISK
 DM1294_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM1294_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DM1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1294
 DM1294  HISTORY     - Date     Condition        Report By
 DM1294  HISTORY     - 1952     MONUMENTED       USGS
 DM1294
 DM1294                          STATION DESCRIPTION
 DM1294
 DM1294'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (DAJ)
 DM1294'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF DEKALB,
 DM1294'0.2 MILE SOUTHEAST OF THE OAK GROVE POST OFFICE AND BETWEEN
 DM1294'THE HIGHWAY AND THE RAILROAD.  IT IS 42 FEET WEST OF A TELEPHONE
 DM1294'POLE, 42 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 38
 DM1294'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET WEST
 DM1294'OF A WITNESS POST.  THE MARK IS A USGS BRONZE CAP ATTACHED
 DM1294'TO THE TOP OF AN IRON PIPE WHICH PROJECTS 12 INCHES AND
 DM1294'THE CAP IS STAMPED STA 143.
 DM1294'
 DM1294'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1294'OAK GROVE TO STA 143.  THE DISTANCE IS 813.564 METERS OR
 DM1294'2669.17 FEET.
 DM1294'
 DM1294'TO REACH FROM THE DEPOT IN DEKALB, GO WESTERLY ON U.S. HIGHWAY
 DM1294'82 FOR 4.3 MILES TO THE MARK ON THE LEFT.  (OR 0.2 MILE
 DM1294'EAST-SOUTHEAST OF OAK GROVE POST OFFICE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0361 ***********************************************************************
 DM0361  DESIGNATION -  STA 160
 DM0361  PID         -  DM0361
 DM0361  STATE/COUNTY-  TX/RED RIVER
 DM0361  USGS QUAD   -  AVERY (1951)
 DM0361
 DM0361                         *CURRENT SURVEY CONTROL
 DM0361  ___________________________________________________________________
 DM0361* NAD 83(1993)-  33 33 10.93745(N)    094 45 19.82892(W)     ADJUSTED  
 DM0361* NAVD 88     -       144.994  (meters)     475.70   (feet)  ADJUSTED  
 DM0361  ___________________________________________________________________
 DM0361  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DM0361  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM0361  DYNAMIC HT  -         144.842 (meters)     475.20  (feet)  COMP
 DM0361  MODELED GRAV-     979,584.3   (mgal)                       NAVD 88
 DM0361
 DM0361  HORZ ORDER  -  SECOND
 DM0361  VERT ORDER  -  SECOND    CLASS 0
 DM0361
 DM0361.The horizontal coordinates were established by classical geodetic methods
 DM0361.and adjusted by the National Geodetic Survey in February 1996..
 DM0361
 DM0361.The orthometric height was determined by differential leveling
 DM0361.and adjusted by the National Geodetic Survey in June 1991..
 DM0361
 DM0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM0361
 DM0361.The geoid height was determined by GEOID03.
 DM0361
 DM0361.The dynamic height is computed by dividing the NAVD 88
 DM0361.geopotential number by the normal gravity value computed on the
 DM0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0361.degrees latitude (g = 980.6199 gals.).
 DM0361
 DM0361.The modeled gravity was interpolated from observed gravity values.
 DM0361
 DM0361;                    North         East     Units Scale Factor Converg.
 DM0361;SPC TXNC     - 2,215,378.976   947,630.740   MT  0.99991081   +2 02 32.0
 DM0361;SPC TXNC     - 7,268,289.19  3,109,018.52   sFT  0.99991081   +2 02 32.0
 DM0361;UTM  15      - 3,713,979.731   337,028.490   MT  0.99992745   -0 58 13.8
 DM0361
 DM0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM0361!SPC TXNC     -   0.99998147  x   0.99991081  =   0.99989228
 DM0361!UTM  15      -   0.99998147  x   0.99992745  =   0.99990892
 DM0361
 DM0361                          SUPERSEDED SURVEY CONTROL
 DM0361
 DM0361  NAD 83(1993)-  33 33 10.93844(N)    094 45 19.82939(W) AD(       ) 2
 DM0361  NAD 83(1986)-  33 33 10.94449(N)    094 45 19.81356(W) AD(       ) 2
 DM0361  NAD 27      -  33 33 10.54400(N)    094 45 19.05900(W) AD(       ) 2
 DM0361  NGVD 29 (??/??/92)  144.992  (m)          475.69   (f) ADJ UNCH    2 0
 DM0361
 DM0361.Superseded values are not recommended for survey control.
 DM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0361.See file dsdata.txt to determine how the superseded data were derived.
 DM0361
 DM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3702813980(NAD 83)
 DM0361_MARKER: DD = SURVEY DISK
 DM0361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0361_STAMPING: STA 160
 DM0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0361
 DM0361  HISTORY     - Date     Condition        Report By
 DM0361  HISTORY     - 1952     MONUMENTED       USGS
 DM0361  HISTORY     - 1934     GOOD             NGS
 DM0361
 DM0361                          STATION DESCRIPTION
 DM0361
 DM0361'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (DAJ)
 DM0361'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF AVERY,
 DM0361'ALONG THE SOUTH SIDE OF U.S. HIGHWAY 82 AND JUST BEFORE
 DM0361'REACHING A DIRT ROAD LEADING SOUTH.  IT IS 69 FEET WEST
 DM0361'OF THE CENTERLINE OF THE DIRT ROAD, 40 FEET SOUTH OF THE
 DM0361'CENTERLINE OF HIGHWAY 82, 38.5 FEET NORTH OF THE NORTH RAIL
 DM0361'OF THE RAILROAD AND 1.5 FEET EAST OF A WITNESS POST.
 DM0361'
 DM0361'THE MARK IS A STANDARD USGS BENCH MARK CAP SECURED TO THE
 DM0361'TOP OF AN IRON PIPE WHICH PROJECTS 12 INCHES AND THE CAP
 DM0361'IS STAMPED STA 160.
 DM0361'
 DM0361'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM0361'AVERY TO STA 160.  IT IS 68.314 METERS OR 224.13 FEET
 DM0361'WEST-SOUTHWEST OF THE STATION.
 DM0361'
 DM0361'TO REACH FROM THE RAILROAD CROSSING JUST WEST OF THE DEPOT
 DM0361'IN AVERY, GO NORTH ON A DIRT STREET 0.15 MILE TO U.S. HIGHWAY
 DM0361'82, TURN RIGHT (EAST) ON HIGHWAY FOR 1.5 MILES TO THE STATION
 DM0361'ON THE RIGHT AS DESCRIBED.
 DM0361
 DM0361                          STATION RECOVERY (1934)
 DM0361
 DM0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DM0361'1.5 MI E FROM AVERY.
 DM0361'1.5 MI E OF AND ALONG THE T P R R AT A ROAD CROSSING AT MILE POST 43.
 DM0361'79 FEET W OF CENTER OF CROSS ROAD.  39 FEET N OF CENTER OF TRACK.  4
 DM0361'FEET S OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0335 ***********************************************************************
 CR0335  DESIGNATION -  STA 233
 CR0335  PID         -  CR0335
 CR0335  STATE/COUNTY-  TX/UPSHUR
 CR0335  USGS QUAD   -  BIG SANDY (1981)
 CR0335
 CR0335                         *CURRENT SURVEY CONTROL
 CR0335  ___________________________________________________________________
 CR0335* NAD 83(1986)-  32 33 30.     (N)    095 00 41.     (W)     SCALED    
 CR0335* NAVD 88     -        94.010  (meters)     308.43   (feet)  ADJUSTED  
 CR0335  ___________________________________________________________________
 CR0335  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR0335  DYNAMIC HT  -          93.902 (meters)     308.08  (feet)  COMP
 CR0335  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CR0335
 CR0335  VERT ORDER  -  SECOND    CLASS 0
 CR0335
 CR0335.The horizontal coordinates were scaled from a topographic map and have
 CR0335.an estimated accuracy of +/- 6 seconds.
 CR0335
 CR0335.The orthometric height was determined by differential leveling
 CR0335.and adjusted by the National Geodetic Survey in June 1991..
 CR0335
 CR0335.The geoid height was determined by GEOID03.
 CR0335
 CR0335.The dynamic height is computed by dividing the NAVD 88
 CR0335.geopotential number by the normal gravity value computed on the
 CR0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0335.degrees latitude (g = 980.6199 gals.).
 CR0335
 CR0335.The modeled gravity was interpolated from observed gravity values.
 CR0335
 CR0335;                    North         East    Units  Estimated Accuracy
 CR0335;SPC TXNC     - 2,104,320.      927,550.      MT  (+/- 180 meters Scaled)
 CR0335
 CR0335                          SUPERSEDED SURVEY CONTROL
 CR0335
 CR0335  NGVD 29 (??/??/92)   94.039  (m)          308.53   (f) ADJ UNCH    2 0
 CR0335
 CR0335.Superseded values are not recommended for survey control.
 CR0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0335.See file dsdata.txt to determine how the superseded data were derived.
 CR0335
 CR0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS111041(NAD 83)
 CR0335_MARKER: P = PIPE CAP
 CR0335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0335_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0335_STAMPING: STA 233
 CR0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0335
 CR0335  HISTORY     - Date     Condition        Report By
 CR0335  HISTORY     - UNK      MONUMENTED       USGS
 CR0335  HISTORY     - 1934     GOOD             NGS
 CR0335  HISTORY     - 20040606 GOOD             USPSQD
 CR0335
 CR0335                          STATION DESCRIPTION
 CR0335
 CR0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0335'4.1 MI NW FROM GLADEWATER.
 CR0335'4.1 MI NW OF AND ALONG THE T P R R 100 YARDS NW OF MILE POST 107.  42
 CR0335'FEET N OF CENTER OF MAIN TRACK.  65 FEET S OF CENTER OF US HWY NO. 80.
 CR0335'NOTE-- U.S. HWY NO. 80 NOW UNDER CONSTRUCTION.
 CR0335
 CR0335                          STATION RECOVERY (2004)
 CR0335
 CR0335'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0340 ***********************************************************************
 CR0340  DESIGNATION -  STA 255
 CR0340  PID         -  CR0340
 CR0340  STATE/COUNTY-  TX/UPSHUR
 CR0340  USGS QUAD   -  BIG SANDY (1981)
 CR0340
 CR0340                         *CURRENT SURVEY CONTROL
 CR0340  ___________________________________________________________________
 CR0340* NAD 83(1986)-  32 34 56.     (N)    095 06 21.     (W)     SCALED    
 CR0340* NAVD 88     -        97.927  (meters)     321.28   (feet)  ADJUSTED  
 CR0340  ___________________________________________________________________
 CR0340  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR0340  DYNAMIC HT  -          97.815 (meters)     320.91  (feet)  COMP
 CR0340  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CR0340
 CR0340  VERT ORDER  -  SECOND    CLASS 0
 CR0340
 CR0340.The horizontal coordinates were scaled from a topographic map and have
 CR0340.an estimated accuracy of +/- 6 seconds.
 CR0340
 CR0340.The orthometric height was determined by differential leveling
 CR0340.and adjusted by the National Geodetic Survey in June 1991..
 CR0340
 CR0340.The geoid height was determined by GEOID03.
 CR0340
 CR0340.The dynamic height is computed by dividing the NAVD 88
 CR0340.geopotential number by the normal gravity value computed on the
 CR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0340.degrees latitude (g = 980.6199 gals.).
 CR0340
 CR0340.The modeled gravity was interpolated from observed gravity values.
 CR0340
 CR0340;                    North         East    Units  Estimated Accuracy
 CR0340;SPC TXNC     - 2,106,670.      918,600.      MT  (+/- 180 meters Scaled)
 CR0340
 CR0340                          SUPERSEDED SURVEY CONTROL
 CR0340
 CR0340  NGVD 29 (??/??/92)   97.955  (m)          321.37   (f) ADJ UNCH    2 0
 CR0340
 CR0340.Superseded values are not recommended for survey control.
 CR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0340.See file dsdata.txt to determine how the superseded data were derived.
 CR0340
 CR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS023069(NAD 83)
 CR0340_MARKER: DD = SURVEY DISK
 CR0340_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0340_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0340_STAMPING: STA 255
 CR0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0340
 CR0340  HISTORY     - Date     Condition        Report By
 CR0340  HISTORY     - UNK      MONUMENTED       USGS
 CR0340  HISTORY     - 1934     GOOD             NGS
 CR0340
 CR0340                          STATION DESCRIPTION
 CR0340
 CR0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0340'IN BIG SANDY.
 CR0340'AT BIG SANDY AND ALONG THE ST. L AND SW R R 41 YARDS E OF MILE POST
 CR0340'524/25.  55 YARDS SW OF A RAILROAD CROSSING.  33 FEET SE OF CENTER OF
 CR0340'MAIN TRACK.  10 FEET NW OF A SIDE TRACK INTO AN OIL PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1832 ***********************************************************************
 FL1832  DESIGNATION -  STA 30 PHILLIPS PETROLEUM CO
 FL1832  PID         -  FL1832
 FL1832  STATE/COUNTY-  TX/MOORE
 FL1832  USGS QUAD   -  POLLARD CREEK (1972)
 FL1832
 FL1832                         *CURRENT SURVEY CONTROL
 FL1832  ___________________________________________________________________
 FL1832* NAD 83(1993)-  35 49 16.63630(N)    101 39 05.67704(W)     ADJUSTED  
 FL1832* NAVD 88     -                                                        
 FL1832  ___________________________________________________________________
 FL1832  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 FL1832  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 FL1832
 FL1832  HORZ ORDER  -  THIRD
 FL1832
 FL1832.The horizontal coordinates were established by classical geodetic methods
 FL1832.and adjusted by the National Geodetic Survey in February 1996..
 FL1832
 FL1832
 FL1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1832
 FL1832.The geoid height was determined by GEOID03.
 FL1832
 FL1832;                    North         East     Units Scale Factor Converg.
 FL1832;SPC TX N     - 1,202,060.577   186,303.382   MT  0.99993559   -0 05 16.2
 FL1832;SPC TX N     - 3,943,760.41    611,230.35   sFT  0.99993559   -0 05 16.2
 FL1832;UTM  14      - 3,967,372.365   260,454.489   MT  1.00030714   -1 33 09.4
 FL1832
 FL1832                          SUPERSEDED SURVEY CONTROL
 FL1832
 FL1832  NAD 83(1993)-  35 49 16.63673(N)    101 39 05.67697(W) AD(       ) 4
 FL1832  NAD 83(1986)-  35 49 16.64539(N)    101 39 05.66282(W) AD(       ) 4
 FL1832  NAD 27      -  35 49 16.49800(N)    101 39 04.04800(W) AD(       ) 3
 FL1832
 FL1832.Superseded values are not recommended for survey control.
 FL1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1832.See file dsdata.txt to determine how the superseded data were derived.
 FL1832
 FL1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6045467372(NAD 83)
 FL1832_MARKER: I = METAL ROD
 FL1832_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FL1832_SP_SET: OBJECT DRIVEN INTO GROUND
 FL1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1832
 FL1832  HISTORY     - Date     Condition        Report By
 FL1832  HISTORY     - 1953     MONUMENTED       CGS
 FL1832
 FL1832                          STATION DESCRIPTION
 FL1832
 FL1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1832'THE STATION IS LOCATED ABOUT 17.5 MILES AIRLINE AND 2 MILES
 FL1832'SOUTH OF DUMAS, 2 MILES SOUTH OF STATE ROUTE 152, AND 1-1/2
 FL1832'MILES AIRLINE NORTHWEST OF THE SNEED PLANT OF THE PHILLIPS
 FL1832'PETROLEUM COMPANY, IN PASTURE LAND 16.7 FEET NORTH OF A
 FL1832'FENCELINE.
 FL1832'
 FL1832'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 FL1832'152 AND U.S. HIGHWAY 287 IN DUMAS, GO EAST ON STATE ROUTE
 FL1832'152 FOR 19 MILES TO A PAVED ROAD SOUTH AND SIGN PHILLIPS
 FL1832'PETROLEUM CO., SNEED PLANT.  TURN RIGHT, SOUTH, AND GO 2.0
 FL1832'MILES TO A DIRT ROAD RIGHT, WEST.  TURN RIGHT AND GO 0.9
 FL1832'MILE TO WHERE ROAD CURVES NORTHWESTERLY AND THE STATION
 FL1832'ON THE LEFT.
 FL1832'
 FL1832'THE STATION IS A 3/4 INCH REENFORCING ROD DRIVEN INTO THE
 FL1832'GROUND AND PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.  (THE
 FL1832'ROD HAS BEEN BENT OVER SHARPLY JUST BELOW THE GROUND.) IT
 FL1832'IS 100 FEET SOUTHWEST OF THE CURVE IN THE ROAD, 16.7 FEET
 FL1832'NORTH OF A FENCELINE, 23.6 FEET NORTHEAST OF A LARGE FENCE
 FL1832'POST AT AN OLD CATTLE GUARD, 33.1 FEET NORTHWEST OF THE
 FL1832'SECOND LARGE POST EAST OF CATTLE GUARD.  (POSTS ARE MARKED WITH
 FL1832'ROOFING NAIL AND TIN.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1835 ***********************************************************************
 FL1835  DESIGNATION -  STA 31 PHILLIPS PETROLEUM CO
 FL1835  PID         -  FL1835
 FL1835  STATE/COUNTY-  TX/MOORE
 FL1835  USGS QUAD   -  POLLARD CREEK (1972)
 FL1835
 FL1835                         *CURRENT SURVEY CONTROL
 FL1835  ___________________________________________________________________
 FL1835* NAD 83(1993)-  35 50 35.11623(N)    101 44 22.40943(W)     ADJUSTED  
 FL1835* NAVD 88     -                                                        
 FL1835  ___________________________________________________________________
 FL1835  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 FL1835  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 FL1835
 FL1835  HORZ ORDER  -  THIRD
 FL1835
 FL1835.The horizontal coordinates were established by classical geodetic methods
 FL1835.and adjusted by the National Geodetic Survey in February 1996..
 FL1835
 FL1835
 FL1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1835
 FL1835.The geoid height was determined by GEOID03.
 FL1835
 FL1835;                    North         East     Units Scale Factor Converg.
 FL1835;SPC TX N     - 1,204,494.980   178,359.200   MT  0.99993833   -0 08 19.8
 FL1835;SPC TX N     - 3,951,747.28    585,166.81   sFT  0.99993833   -0 08 19.8
 FL1835;UTM  14      - 3,970,010.177   252,572.061   MT  1.00035444   -1 36 18.0
 FL1835
 FL1835                          SUPERSEDED SURVEY CONTROL
 FL1835
 FL1835  NAD 83(1993)-  35 50 35.11630(N)    101 44 22.40872(W) AD(       ) 4
 FL1835  NAD 83(1986)-  35 50 35.12514(N)    101 44 22.39637(W) AD(       ) 4
 FL1835  NAD 27      -  35 50 34.98000(N)    101 44 20.77500(W) AD(       ) 3
 FL1835
 FL1835.Superseded values are not recommended for survey control.
 FL1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1835.See file dsdata.txt to determine how the superseded data were derived.
 FL1835
 FL1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5257270010(NAD 83)
 FL1835_MARKER: I = METAL ROD
 FL1835_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FL1835_SP_SET: OBJECT DRIVEN INTO GROUND
 FL1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1835
 FL1835  HISTORY     - Date     Condition        Report By
 FL1835  HISTORY     - 1953     MONUMENTED       CGS
 FL1835
 FL1835                          STATION DESCRIPTION
 FL1835
 FL1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1835'THE STATION IS ABOUT 13 MILES AIRLINE EAST OF DUMAS, 6-1/2
 FL1835'MILES WEST NORTHWEST OF THE PHILLIPS PETROLEUM COMPANY, SNEED
 FL1835'PLANT, AND 1/2 MILE SOUTH OF STATE ROUTE 152.
 FL1835'
 FL1835'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FL1835'287 AND STATE ROUTE 152 IN DUMAS, GO EAST ON STATE ROUTE 152
 FL1835'FOR 13.2 TO A PAVED ROAD LEADING SOUTH.  TURN RIGHT ON PAVED
 FL1835'ROAD AND GO 0.5 MILE TO A CATTLE GUARD LEFT IN FENCELINE AND
 FL1835'STATION IN CULTIVATED FIELD.
 FL1835'
 FL1835'THE STATION IS A 3/4 INCH REENFORCING ROD DRIVEN INTO THE
 FL1835'GROUND WITH THE TOP OF ROD 3 INCHES BELOW THE GROUND SURFACE.
 FL1835'IT IS 55 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 FL1835'23.4 FEET NORTHEAST OF THE NORTH IRON POST OF THE CATTLE GUARD,
 FL1835'29.0 FEET SOUTHEAST OF THE SECOND POST NORTH OF CATTLE GUARD,
 FL1835'AND 19.0 FEET EAST OF THE FENCELINE.  THE TOP OF THE ROD IS
 FL1835'BENT OVER SHARPLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0349 ***********************************************************************
 CR0349  DESIGNATION -  STA 5 PTS
 CR0349  PID         -  CR0349
 CR0349  STATE/COUNTY-  TX/WOOD
 CR0349  USGS QUAD   -  HAINESVILLE (1981)
 CR0349
 CR0349                         *CURRENT SURVEY CONTROL
 CR0349  ___________________________________________________________________
 CR0349* NAD 83(1986)-  32 37 33.     (N)    095 20 24.     (W)     SCALED    
 CR0349* NAVD 88     -        93.661  (meters)     307.29   (feet)  ADJUSTED  
 CR0349  ___________________________________________________________________
 CR0349  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR0349  DYNAMIC HT  -          93.554 (meters)     306.94  (feet)  COMP
 CR0349  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 CR0349
 CR0349  VERT ORDER  -  SECOND    CLASS 0
 CR0349
 CR0349.The horizontal coordinates were scaled from a topographic map and have
 CR0349.an estimated accuracy of +/- 6 seconds.
 CR0349
 CR0349.The orthometric height was determined by differential leveling
 CR0349.and adjusted by the National Geodetic Survey in June 1991..
 CR0349
 CR0349.The geoid height was determined by GEOID03.
 CR0349
 CR0349.The dynamic height is computed by dividing the NAVD 88
 CR0349.geopotential number by the normal gravity value computed on the
 CR0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0349.degrees latitude (g = 980.6199 gals.).
 CR0349
 CR0349.The modeled gravity was interpolated from observed gravity values.
 CR0349
 CR0349;                    North         East    Units  Estimated Accuracy
 CR0349;SPC TXNC     - 2,110,820.      896,480.      MT  (+/- 180 meters Scaled)
 CR0349
 CR0349                          SUPERSEDED SURVEY CONTROL
 CR0349
 CR0349  NGVD 29 (??/??/92)   93.691  (m)          307.38   (f) ADJ UNCH    2 0
 CR0349
 CR0349.Superseded values are not recommended for survey control.
 CR0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0349.See file dsdata.txt to determine how the superseded data were derived.
 CR0349
 CR0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS804122(NAD 83)
 CR0349_MARKER: DD = SURVEY DISK
 CR0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0349_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0349_STAMPING: STA 5 PRIM. TRAV STA.
 CR0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0349
 CR0349  HISTORY     - Date     Condition        Report By
 CR0349  HISTORY     - UNK      MONUMENTED       USGS
 CR0349  HISTORY     - 1934     GOOD             NGS
 CR0349  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR0349  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0349
 CR0349                          STATION DESCRIPTION
 CR0349
 CR0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0349'1.8 MI W FROM CROW.
 CR0349'1.8 MI W OF AND ALONG THE T P R R 101 YARDS W OF MILE POST 127.  59
 CR0349'YARDS E OF E END OF BRIDGE 127.1.  40 FEET S OF CENTER OF TRACK.  10
 CR0349'FEET N OF R/W FENCE.
 CR0349
 CR0349                          STATION RECOVERY (1995)
 CR0349
 CR0349'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0349'MARK NOT FOUND.
 CR0349
 CR0349                          STATION RECOVERY (2004)
 CR0349
 CR0349'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6937 ***********************************************************************
 AW6937  DESIGNATION -  STAFFORD
 AW6937  PID         -  AW6937
 AW6937  STATE/COUNTY-  TX/FORT BEND
 AW6937  USGS QUAD   -  ALIEF (1995)
 AW6937
 AW6937                         *CURRENT SURVEY CONTROL
 AW6937  ___________________________________________________________________
 AW6937* NAD 83(1993)-  29 38 26.69502(N)    095 34 43.04832(W)     ADJUSTED  
 AW6937* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 AW6937  ___________________________________________________________________
 AW6937  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AW6937  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW6937
 AW6937  HORZ ORDER  -  FIRST
 AW6937
 AW6937.The horizontal coordinates were established by classical geodetic methods
 AW6937.and adjusted by the National Geodetic Survey in February 1996..
 AW6937
 AW6937.The orthometric height was scaled from a topographic map.
 AW6937
 AW6937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6937
 AW6937.The geoid height was determined by GEOID03.
 AW6937
 AW6937;                    North         East     Units Scale Factor Converg.
 AW6937;SPC TXSC     - 4,205,155.261   931,210.469   MT  0.99987744   +1 40 34.2
 AW6937;SPC TXSC     -13,796,413.55  3,055,146.35   sFT  0.99987744   +1 40 34.2
 AW6937;UTM  15      - 3,281,757.860   250,363.376   MT  1.00036899   -1 16 33.4
 AW6937
 AW6937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6937!SPC TXSC     -   1.00000022  x   0.99987744  =   0.99987766
 AW6937!UTM  15      -   1.00000022  x   1.00036899  =   1.00036921
 AW6937
 AW6937:                Primary Azimuth Mark                     Grid Az
 AW6937:SPC TXSC     -  HOUSTON BRAE BURN CC TANK                053 16 32.0
 AW6937:UTM  15      -  HOUSTON BRAE BURN CC TANK                056 13 39.6
 AW6937
 AW6937|---------------------------------------------------------------------|
 AW6937| PID    Reference Object                     Distance      Geod. Az  |
 AW6937|                                                           dddmmss.s |
 AW6937| AW6930 HOUSTON BRAE BURN CC TANK           APPROX. 6.9 KM 0545706.2 |
 AW6937| CV6810 STAFFORD RM 1                        23.014 METERS 09648     |
 AW6937| AW6945 HOUSTON KKG 648 RAD MAST            APPROX. 7.8 KM 1110741.9 |
 AW6937| AW6949 STAFFORD HOUSTON PIPELINE MAST      APPROX. 3.2 KM 1271051.9 |
 AW6937| AW6948 STAFFORD WATER TANK                 APPROX. 4.1 KM 1371501.6 |
 AW6937| CV6809 STAFFORD AZ MK                                     2250517.7 |
 AW6937| CV7278 HIGHWAY 59 STA 106.37 ROW                          2314108.1 |
 AW6937| CV6811 STAFFORD RM 2                        25.440 METERS 24003     |
 AW6937|---------------------------------------------------------------------|
 AW6937
 AW6937                          SUPERSEDED SURVEY CONTROL
 AW6937
 AW6937  NAD 83(1986)-  29 38 26.70897(N)    095 34 43.03044(W) AD(       ) 1
 AW6937  NAD 27      -  29 38 25.87040(N)    095 34 42.22940(W) AD(       ) 1
 AW6937
 AW6937.Superseded values are not recommended for survey control.
 AW6937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6937.See file dsdata.txt to determine how the superseded data were derived.
 AW6937
 AW6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5036381758(NAD 83)
 AW6937_MARKER: DS = TRIANGULATION STATION DISK
 AW6937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6937_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6937+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004
 AW6937
 AW6937  HISTORY     - Date     Condition        Report By
 AW6937  HISTORY     - 1968     MONUMENTED       CGS
 AW6937  HISTORY     - 1971     GOOD             NGS
 AW6937  HISTORY     - 1987     GOOD             USPSQD
 AW6937  HISTORY     - 19931204 GOOD             USPSQD
 AW6937  HISTORY     - 19981016 GOOD             USPSQD
 AW6937  HISTORY     - 20040116 GOOD             INDIV
 AW6937
 AW6937                          STATION DESCRIPTION
 AW6937
 AW6937'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6937'THE STATION IS LOCATED ON THE PROPERTY OF THE TEXAS INSTRUMENTS
 AW6937'INCORPORATED, ABOUT 3-1/2 MILES EAST AND 1-1/2 MILES NORTH OF THE
 AW6937'CENTER OF SUGARLAND, ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 59 AND
 AW6937'NEAR THE NORTH EDGE OF THE CITY LIMITS OF STAFFORD.
 AW6937'
 AW6937'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF U.S.
 AW6937'HIGHWAYS 90A AND 59 WHICH IS ABOUT 2-1/2 MILES EAST OF SUGARLAND,
 AW6937'(THE AZIMUTH MARK IS SET IN THE NORTHEAST CORNER OF OVERPASS) GO
 AW6937'NORTHEAST ON U.S. HIGHWAY 59 FOR 1.1 MILES TO A SIDE ROAD RIGHT
 AW6937'INTO THE TEXAS INSTRUMENTS INC.  TURN RIGHT AND GO ABOUT 75 FEET
 AW6937'AND THE STATION ON THE LEFT.
 AW6937'
 AW6937'THE STATION MARK IS A STANDARD DISK STAMPED STAFFORD 1968, SET IN
 AW6937'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6937'WITH THE GROUND.  IT IS 65 FEET NORTHEAST OF THE CENTER OF THE
 AW6937'SOUTH ENTRANCE ROAD, 50 FEET WEST-NORTHWEST OF THE CENTER OF A
 AW6937'CONCRETE ROAD LEADING TO PARKING AREA, AND 35.2 FEET
 AW6937'SOUTH-SOUTHEAST OF THE SOUTHEAST I-BEAM LEG OF A LARGE WHITE SIGN
 AW6937'WITH RED LETTERS TEXAS INSTRUMENTS INCORPORATED.
 AW6937'
 AW6937'REFERENCE MARK 1 IS A STANDARD DISK STAMPED STAFFORD NO 1 1968, SET
 AW6937'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6937'WITH THE GROUND.  IT IS 50 FEET WEST OF THE EAST CURBING OF A
 AW6937'MEDIAN, 16 FEET EAST OF THE CENTER OF THE CONCRETE ROAD AND 4 FEET
 AW6937'EAST OF THE WEST CURBING OF THE MEDIAN.
 AW6937'
 AW6937'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STAFFORD NO 2 1968,
 AW6937'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A METAL LAMP POLE
 AW6937'PAINTED BLUE WHICH IS THE FIRST LAMP POLE ON THE RIGHT AFTER
 AW6937'ENTERING THE SOUTH ENTRANCE ROAD.  IT IS 17.4 FEET SOUTHWEST OF
 AW6937'THE CENTER OF THE SOUTH ENTRANCE ROAD AND 6.3 FEET SOUTHWEST OF
 AW6937'THE SOUTH CURBING.
 AW6937'
 AW6937'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STAFFORD 1968, CEMENTED
 AW6937'IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE ABUTMENT OF
 AW6937'THE OVERPASS.  THE ABUTMENT PROJECTS 1 FOOT ABOVE THE CONCRETE
 AW6937'WALK-WAY.  IT IS 16 FEET EAST OF THE CENTER OF THE NORTH BOUND
 AW6937'TRAFFIC LANES ON U.S. HIGHWAY 59, 4.3 FEET SOUTH OF THE SOUTH END
 AW6937'OF A METAL GUARD RAIL AND 1.1 FEET WEST-NORTHWEST OF A METAL WITNESS
 AW6937'POST.
 AW6937'
 AW6937'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AW6937
 AW6937                          STATION RECOVERY (1971)
 AW6937
 AW6937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AW6937'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARKS
 AW6937'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY
 AW6937'ROAD IMPROVEMENT.  HWY. DEPT. R.O.W. STA. 106.37 WAS ESTABLISHED FOR
 AW6937'AN AZIMUTH MARK, FROM INTERSECTION STATIONS AS SHOWN ABOVE.
 AW6937'
 AW6937'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AW6937'
 AW6937'THE STATION IS LOCATED AT THE ENTRANCE AND ON THE PROPERTY OF THE
 AW6937'TEXAS INSTRUMENT INCORPORATED, WHICH IS ABOUT 4 MILES NORTHEAST OF
 AW6937'SUGAR LAND, ABOUT 3 MILES NORTHWEST OF STAFFORD AND ABOUT 1 MILE
 AW6937'NORTHEAST OF THE INTERSECTION OF U.S. HWYS. 90A AND 59.
 AW6937'
 AW6937'TO REACH THE STATION FROM THE OVERPASS, AT THE JUNCTION OF U.S.
 AW6937'HWYS. 54 AND 90A, WHICH IS ABOUT 2 MILES NORTH OF SUGAR LAND.  GO
 AW6937'NORTHEAST ON U.S. HWY. 59 FOR 0.95 MILE TO HWY. DEPT. R.O.W. STA.
 AW6937'106.37 (AZI. MK.) ON THE RIGHT, IN OVERPASS ABUTMENT.  CONTINUE
 AW6937'STRAIGHT AHEAD ON U.S. HWY. 59 FOR 0.2 MILE TO ENTRANCE TO THE
 AW6937'TEXAS INSTRUMENT INCORP. ON THE RIGHT AND STATION AS DESCRIBED.
 AW6937'(IT MAY BE THAT YOU SHOULD FOLLOW THE FRONTAGE ROAD, AS THIS ROAD
 AW6937'IS UNDER CONSTRUCTION AT THIS TIME, AND THERE MAY NOT BE AN EXIT
 AW6937'AT THE PLANT ENTRANCE.)
 AW6937'
 AW6937'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 AW6937'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED STAFFORD 1968.
 AW6937'IT IS 100 FEET EAST-SOUTHEAST OF THE NORTHWEST END OF A CONCRETE
 AW6937'CULVERT ON FRONTAGE ROAD, 65 FEET NORTHWEST OF THE CENTER OF THE
 AW6937'PLANTS EXIT ROAD, 50 FEET NORTHWEST OF ANOTHER PLANT EXIT ROAD,
 AW6937'48 FEET NORTHEAST OF CURB AND 38 FEET NORTHWEST OF CURB OF ROAD.
 AW6937'
 AW6937'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF AROUND
 AW6937'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 AW6937'STAFFORD NO 1 1968.  IT IS 97 FEET EAST OF THE EAST LEG OF A LARGE
 AW6937'SIGN-BOARD, 48 FEET WEST OF THE EDGE OF CURB, 16 FEET EAST OF THE
 AW6937'CURB OF EXIT, AND 4 FEET EAST OF CURB OF ROAD.
 AW6937'
 AW6937'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AW6937'CONCRETE POST, THAT IS ABOUT 12-INCHES BELOW THE SURFACE OF THE
 AW6937'GROUND AND IS STAMPED STAFFORD NO 2 1968.  IT IS 33 FEET EAST OF
 AW6937'THE MEDIAN AT ENTRANCE TO PLANT, 8.6 FEET NORTH-NORTHEAST OF THE
 AW6937'NORTH CURB OF ENTRANCE ROAD, 6 FEET SOUTH-SOUTHWEST OF THE SOUTH
 AW6937'CURB OF EXIT ROAD, AND AT THE BASE, ON THE NORTH SIDE OF LIGHT
 AW6937'POST, 8.6 FEET FROM THE ENTRANCE TO THE PLANT.
 AW6937'
 AW6937'HWY. DEPT. R.O.W. STA. 106.37 (AZIMUTH MARK) IS A STANDARD TEXAS
 AW6937'HWY. DEPT. R.O.W. SURVEY DISK, SET IN THE SOUTHERLY END OF THE
 AW6937'EASTERLY ABUTMENT OF OVERPASS, AT THE INTERSECTION OF KIRKWOOD RD.
 AW6937'IT IS 2.6 FEET NORTH-NORTHWEST OF THE SOUTHERLY END OF ABUTMENT
 AW6937'AND ABOUT 30-INCHES ABOVE THE ROAD-BED.
 AW6937'
 AW6937'AIRLINE DISTANCE AND DIREOCTION FROM NEAREST TOWN--STAFFORD NORTH
 AW6937'EDGE OF TOWN.
 AW6937
 AW6937                          STATION RECOVERY (1987)
 AW6937
 AW6937'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6937'RECOVERED IN GOOD CONDITION.
 AW6937
 AW6937                          STATION RECOVERY (1993)
 AW6937
 AW6937'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6937'RECOVERED IN GOOD CONDITION.
 AW6937
 AW6937                          STATION RECOVERY (1998)
 AW6937
 AW6937'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6937'RECOVERED IN GOOD CONDITION.
 AW6937
 AW6937                          STATION RECOVERY (2004)
 AW6937
 AW6937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JW)
 AW6937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6949 ***********************************************************************
 AW6949  DESIGNATION -  STAFFORD HOUSTON PIPELINE MAST
 AW6949  PID         -  AW6949
 AW6949  STATE/COUNTY-  TX/FORT BEND
 AW6949  USGS QUAD   -  MISSOURI CITY (1995)
 AW6949
 AW6949                         *CURRENT SURVEY CONTROL
 AW6949  ___________________________________________________________________
 AW6949* NAD 83(1993)-  29 37 23.74449(N)    095 33 08.07661(W)     ADJUSTED  
 AW6949* NAVD 88     -                                                        
 AW6949  ___________________________________________________________________
 AW6949  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AW6949  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6949
 AW6949  HORZ ORDER  -  THIRD
 AW6949
 AW6949.The horizontal coordinates were established by classical geodetic methods
 AW6949.and adjusted by the National Geodetic Survey in February 1996..
 AW6949
 AW6949
 AW6949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6949
 AW6949.The geoid height was determined by GEOID03.
 AW6949
 AW6949;                    North         East     Units Scale Factor Converg.
 AW6949;SPC TXSC     - 4,203,293.056   933,820.706   MT  0.99987586   +1 41 20.8
 AW6949;SPC TXSC     -13,790,303.97  3,063,710.10   sFT  0.99987586   +1 41 20.8
 AW6949;UTM  15      - 3,279,762.747   252,875.474   MT  1.00035359   -1 15 43.9
 AW6949
 AW6949                          SUPERSEDED SURVEY CONTROL
 AW6949
 AW6949  NAD 83(1986)-  29 37 23.75826(N)    095 33 08.05856(W) AD(       ) 4
 AW6949  NAD 27      -  29 37 22.91821(N)    095 33 07.25846(W) AD(       ) 3
 AW6949
 AW6949.Superseded values are not recommended for survey control.
 AW6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6949.See file dsdata.txt to determine how the superseded data were derived.
 AW6949
 AW6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5287579763(NAD 83)
 AW6949_MARKER: 44 = MICROWAVE MAST
 AW6949
 AW6949  HISTORY     - Date     Condition        Report By
 AW6949  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6949  HISTORY     - 19950903 GOOD             USPSQD
 AW6949
 AW6949                          STATION DESCRIPTION
 AW6949
 AW6949'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6949'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF THE JUNCTION OF
 AW6949'U.S. HIGHWAYS 59 AND 90A, 3/4 MILE NORTH OF U.S. HIGHWAY 90A AND AT
 AW6949'13,627 STAFFORD ROAD.  IT IS OWNED BY THE HOUSTON PIPELINE COMPANY.
 AW6949'THE CALL LETTERS COULD NOT BE VERIFIED.
 AW6949'
 AW6949'THE MAST IS A SINGLE COLUMN, GUYED, LACED STEEL STRUCTURE PAINTED
 AW6949'ALTERNATE RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF ABOUT 300
 AW6949'FEET.
 AW6949'
 AW6949'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 AW6949
 AW6949                          STATION RECOVERY (1995)
 AW6949
 AW6949'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6948 ***********************************************************************
 AW6948  DESIGNATION -  STAFFORD WATER TANK
 AW6948  PID         -  AW6948
 AW6948  STATE/COUNTY-  TX/FORT BEND
 AW6948  USGS QUAD   -  MISSOURI CITY (1995)
 AW6948
 AW6948                         *CURRENT SURVEY CONTROL
 AW6948  ___________________________________________________________________
 AW6948* NAD 83(1993)-  29 36 48.47044(N)    095 32 59.15109(W)     ADJUSTED  
 AW6948* NAVD 88     -                                                        
 AW6948  ___________________________________________________________________
 AW6948  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW6948  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6948
 AW6948  HORZ ORDER  -  THIRD
 AW6948
 AW6948.The horizontal coordinates were established by classical geodetic methods
 AW6948.and adjusted by the National Geodetic Survey in February 1996..
 AW6948
 AW6948
 AW6948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6948
 AW6948.The geoid height was determined by GEOID03.
 AW6948
 AW6948;                    North         East     Units Scale Factor Converg.
 AW6948;SPC TXSC     - 4,202,214.635   934,092.723   MT  0.99987502   +1 41 25.1
 AW6948;SPC TXSC     -13,786,765.85  3,064,602.54   sFT  0.99987502   +1 41 25.1
 AW6948;UTM  15      - 3,278,671.231   253,091.713   MT  1.00035228   -1 15 38.1
 AW6948
 AW6948                          SUPERSEDED SURVEY CONTROL
 AW6948
 AW6948  NAD 83(1986)-  29 36 48.48420(N)    095 32 59.13300(W) AD(       ) 4
 AW6948  NAD 27      -  29 36 47.64226(N)    095 32 58.33393(W) AD(       ) 3
 AW6948
 AW6948.Superseded values are not recommended for survey control.
 AW6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6948.See file dsdata.txt to determine how the superseded data were derived.
 AW6948
 AW6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5309278671(NAD 83)
 AW6948_MARKER: 53 = ELEVATED TANK
 AW6948
 AW6948  HISTORY     - Date     Condition        Report By
 AW6948  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6948  HISTORY     - 1987     GOOD             USPSQD
 AW6948  HISTORY     - 19981009 MARK NOT FOUND   USPSQD
 AW6948
 AW6948                          STATION DESCRIPTION
 AW6948
 AW6948'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6948'THE STATION, FORT BEND COUNTY WATER CONTROL AND IMPROVEMENT
 AW6948'DISTRICT NUMBER 2 WATER TANK, IS LOCATED AT 2331 SOUTH MAIN STREET,
 AW6948'STAFFORD.
 AW6948'
 AW6948'THE STATION IS A PEDESTAL SPHERE TYPE WATER TANK PAINTED SILVER AND
 AW6948'HAS AN OVER-ALL HEIGHT OF 120 FEET.  BLACK LETTERING ON THE WEST
 AW6948'FACE OF THE TANK READS STAFFORD AND BLACK LETTERING ON THE EAST
 AW6948'FACE READS MISSOURI CITY.
 AW6948'
 AW6948'THE POINT INTERSECTED WAS THE APEX OF THE WATER TANK.
 AW6948
 AW6948                          STATION RECOVERY (1987)
 AW6948
 AW6948'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6948'RECOVERED IN GOOD CONDITION.
 AW6948
 AW6948                          STATION RECOVERY (1998)
 AW6948
 AW6948'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5549 ***********************************************************************
 AH5549  DESIGNATION -  STAHL ET
 AH5549  PID         -  AH5549
 AH5549  STATE/COUNTY-  TX/ATASCOSA
 AH5549  USGS QUAD   -  SASPAMCO SE (1964)
 AH5549
 AH5549                         *CURRENT SURVEY CONTROL
 AH5549  ___________________________________________________________________
 AH5549* NAD 83(1993)-  29 01 17.33556(N)    098 19 49.82640(W)     ADJUSTED  
 AH5549* NAVD 88     -       152.0    (meters)     499.     (feet)  VERTCON   
 AH5549  ___________________________________________________________________
 AH5549  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AH5549  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH5549
 AH5549  HORZ ORDER  -  THIRD
 AH5549
 AH5549.The horizontal coordinates were established by classical geodetic methods
 AH5549.and adjusted by the National Geodetic Survey in July 1998..
 AH5549
 AH5549.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5549
 AH5549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5549
 AH5549.The geoid height was determined by GEOID03.
 AH5549
 AH5549;                    North         East     Units Scale Factor Converg.
 AH5549;SPC TXSC     - 4,131,865.607   665,212.836   MT  0.99987811   +0 19 40.8
 AH5549;SPC TXSC     -13,555,962.41  2,182,452.45   sFT  0.99987811   +0 19 40.8
 AH5549;UTM  14      - 3,210,550.448   565,195.844   MT  0.99965245   +0 19 29.3
 AH5549
 AH5549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5549!SPC TXSC     -   0.99998014  x   0.99987811  =   0.99985825
 AH5549!UTM  14      -   0.99998014  x   0.99965245  =   0.99963259
 AH5549
 AH5549                          SUPERSEDED SURVEY CONTROL
 AH5549
 AH5549  NGVD 29 (07/28/98)  151.9    (m)          498.     (f) VERT ANG       
 AH5549
 AH5549.Superseded values are not recommended for survey control.
 AH5549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5549.See file dsdata.txt to determine how the superseded data were derived.
 AH5549
 AH5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6519610550(NAD 83)
 AH5549_MARKER: DS = TRIANGULATION STATION DISK
 AH5549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5549_PROJECTION: FLUSH
 AH5549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5549+STABILITY: SURFACE MOTION
 AH5549
 AH5549  HISTORY     - Date     Condition        Report By
 AH5549  HISTORY     - 1964     MONUMENTED       USGS
 AH5549
 AH5549                          STATION DESCRIPTION
 AH5549
 AH5549'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH5549'STATION LOCATED APPROXIMATELY 10 MI. E. AND 4 MI. N. (AIRLINE) OF
 AH5549'PLEASANTON, TEXAS, ON THE E. SIDE OF FARM ROAD 478 AT A LOW RISE, 164
 AH5549'FT. SSE. OF CENTERLINE OF DRIVE AT E. FENCE, AND 2 FT. W. OF THE E.
 AH5549'RIGHT-OF-WAY FENCE.
 AH5549'TO REACH STATION FROM PLEASANTON, TEXAS, FOLLOW TEXAS HIGHWAY 97 NE.
 AH5549'FROM ITS JUNCTION WITH U.S. HIGHWAY 281 10.5 MI., THEN TURN RIGHT ON
 AH5549'PAVED RD. 1.1 MI. TO LOW RISE AND STATION ON THE LEFT.
 AH5549'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT PROJECTING 0.1
 AH5549'FT. ABOVE GROUND, STAMPED---STAHL ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2714 ***********************************************************************
 AX2714  DESIGNATION -  STALLMAN RICE DRYER
 AX2714  PID         -  AX2714
 AX2714  STATE/COUNTY-  TX/COLORADO
 AX2714  USGS QUAD   -  GARWOOD (1981)
 AX2714
 AX2714                         *CURRENT SURVEY CONTROL
 AX2714  ___________________________________________________________________
 AX2714* NAD 83(1993)-  29 26 44.35942(N)    096 25 38.06771(W)     ADJUSTED  
 AX2714* NAVD 88     -                                                        
 AX2714  ___________________________________________________________________
 AX2714  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AX2714  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX2714
 AX2714  HORZ ORDER  -  THIRD
 AX2714
 AX2714.The horizontal coordinates were established by classical geodetic methods
 AX2714.and adjusted by the National Geodetic Survey in February 1996..
 AX2714
 AX2714
 AX2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2714
 AX2714.The geoid height was determined by GEOID03.
 AX2714
 AX2714;                    North         East     Units Scale Factor Converg.
 AX2714;SPC TXSC     - 4,181,432.899   849,550.163   MT  0.99986510   +1 15 37.5
 AX2714;SPC TXSC     -13,718,584.44  2,787,232.49   sFT  0.99986510   +1 15 37.5
 AX2714;UTM  14      - 3,260,117.528   749,547.763   MT  1.00036847   +1 15 55.5
 AX2714
 AX2714                          SUPERSEDED SURVEY CONTROL
 AX2714
 AX2714  NAD 83(1986)-  29 26 44.37348(N)    096 25 38.05340(W) AD(       ) 4
 AX2714  NAD 27      -  29 26 43.49548(N)    096 25 37.16851(W) AD(       ) 3
 AX2714
 AX2714.Superseded values are not recommended for survey control.
 AX2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2714.See file dsdata.txt to determine how the superseded data were derived.
 AX2714
 AX2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4954860118(NAD 83)
 AX2714
 AX2714  HISTORY     - Date     Condition        Report By
 AX2714  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2714
 AX2714                          STATION DESCRIPTION
 AX2714
 AX2714'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2714'THE STATION IS THE CORRUGATED METAL BUILDING LOCATED ABOUT 2 MILES
 AX2714'WEST-NORTHWEST OF GARWOOD SOUTH OF FARM ROAD 1693.  IT IS
 AX2714'APPROXIMATELY 60 FEET HIGH.
 AX2714'
 AX2714'THE POINT INTERSECTED WAS THE APPROXIMATE CENTER OF THE ELEVATOR
 AX2714'SHAFT ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0797 ***********************************************************************
 CT0797  DESIGNATION -  STAMFORD
 CT0797  PID         -  CT0797
 CT0797  STATE/COUNTY-  TX/JONES
 CT0797  USGS QUAD   -  STAMFORD (1965)
 CT0797
 CT0797                         *CURRENT SURVEY CONTROL
 CT0797  ___________________________________________________________________
 CT0797* NAD 83(1986)-  32 56 41.     (N)    099 48 07.     (W)     SCALED    
 CT0797* NAVD 88     -       492.225  (meters)    1614.91   (feet)  ADJUSTED  
 CT0797  ___________________________________________________________________
 CT0797  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CT0797  DYNAMIC HT  -         491.601 (meters)    1612.86  (feet)  COMP
 CT0797  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 CT0797
 CT0797  VERT ORDER  -  SECOND    CLASS 0
 CT0797
 CT0797.The horizontal coordinates were scaled from a topographic map and have
 CT0797.an estimated accuracy of +/- 6 seconds.
 CT0797
 CT0797.The orthometric height was determined by differential leveling
 CT0797.and adjusted by the National Geodetic Survey in June 1991..
 CT0797
 CT0797.The geoid height was determined by GEOID03.
 CT0797
 CT0797.The dynamic height is computed by dividing the NAVD 88
 CT0797.geopotential number by the normal gravity value computed on the
 CT0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0797.degrees latitude (g = 980.6199 gals.).
 CT0797
 CT0797.The modeled gravity was interpolated from observed gravity values.
 CT0797
 CT0797;                    North         East    Units  Estimated Accuracy
 CT0797;SPC TXNC     - 2,142,480.      478,270.      MT  (+/- 180 meters Scaled)
 CT0797
 CT0797                          SUPERSEDED SURVEY CONTROL
 CT0797
 CT0797  NGVD 29 (??/??/92)  492.060  (m)         1614.37   (f) ADJ UNCH    2 0
 CT0797
 CT0797.Superseded values are not recommended for survey control.
 CT0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0797.See file dsdata.txt to determine how the superseded data were derived.
 CT0797
 CT0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB250454(NAD 83)
 CT0797_MARKER: DB = BENCH MARK DISK
 CT0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0797_SP_SET: BUILDING
 CT0797_STAMPING: 1614.367 STAMFORD 1933
 CT0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0797
 CT0797  HISTORY     - Date     Condition        Report By
 CT0797  HISTORY     - 1933     MONUMENTED       CGS
 CT0797  HISTORY     - 1958     GOOD             NGS
 CT0797
 CT0797                          STATION DESCRIPTION
 CT0797
 CT0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0797'IN STAMFORD.
 CT0797'AT STAMFORD, JONES COUNTY, AT THE POST OFFICE, AT THE MAIN ENTRANCE,
 CT0797'AND IN THE TOP OF THE WEST END OF THE LOWER STEP.  A STANDARD DISK,
 CT0797'STAMPED 1614.367 STAMFORD 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1179 ***********************************************************************
 CT1179  DESIGNATION -  STAMFORD ATT MICROWAVE
 CT1179  PID         -  CT1179
 CT1179  STATE/COUNTY-  TX/JONES
 CT1179  USGS QUAD   -  FUNSTON (1965)
 CT1179
 CT1179                         *CURRENT SURVEY CONTROL
 CT1179  ___________________________________________________________________
 CT1179* NAD 83(1993)-  32 52 04.39661(N)    099 51 36.03681(W)     ADJUSTED  
 CT1179* NAVD 88     -                                                        
 CT1179  ___________________________________________________________________
 CT1179  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CT1179  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CT1179
 CT1179  HORZ ORDER  -  THIRD
 CT1179
 CT1179.The horizontal coordinates were established by classical geodetic methods
 CT1179.and adjusted by the National Geodetic Survey in February 1996..
 CT1179
 CT1179
 CT1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1179
 CT1179.The geoid height was determined by GEOID03.
 CT1179
 CT1179;                    North         East     Units Scale Factor Converg.
 CT1179;SPC TXNC     - 2,134,026.874   472,732.711   MT  0.99987774   -0 44 30.3
 CT1179;SPC TXNC     - 7,001,386.50  1,550,957.24   sFT  0.99987774   -0 44 30.3
 CT1179;UTM  14      - 3,636,968.870   419,540.659   MT  0.99967982   -0 28 00.3
 CT1179
 CT1179                          SUPERSEDED SURVEY CONTROL
 CT1179
 CT1179  NAD 83(1993)-  32 52 04.40247(N)    099 51 36.02968(W) AD(       ) 4
 CT1179  NAD 83(1986)-  32 52 04.40307(N)    099 51 36.02709(W) AD(       ) 4
 CT1179  NAD 27      -  32 52 03.99261(N)    099 51 34.68359(W) AD(       ) 3
 CT1179
 CT1179.Superseded values are not recommended for survey control.
 CT1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1179.See file dsdata.txt to determine how the superseded data were derived.
 CT1179
 CT1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1954136969(NAD 83)
 CT1179
 CT1179  HISTORY     - Date     Condition        Report By
 CT1179  HISTORY     - 1974     FIRST OBSERVED   NGS
 CT1179
 CT1179                          STATION DESCRIPTION
 CT1179
 CT1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 CT1179'STAMFORD KIS 98 AMERICAN TELEPHONE AND TELEGRAPH MICRO-WAVE TOWER,
 CT1179'THIS STATION IS LOCATED ABOUT 0.25 MILE EAST OF U.S. HIGHWAY
 CT1179'277, 6-1/4 MILES SOUTH OF STAMFORD, 8 MILES NORTH OF ANSON, ALONG
 CT1179'THE SOUTH SIDE OF FARM ROAD 1636 EAST.
 CT1179'
 CT1179'IT IS 175 FEET HIGH, WITH FOUR REFLECTORS NEAR THE TOP, FACING
 CT1179'NORTH, SOUTH, EAST, WEST SUPPORTED BY FOUR STEEL LEGS, PAINTED RED
 CT1179'AND WHITE, WITH A LIGHT ON TOP AND NEAR THE CENTER.
 CT1179'
 CT1179'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN STAMFORD
 CT1179'GO WEST AND SOUTH ON U.S. HIGHWAY 277 FOR 6.2 MILE TO A SIDE ROAD
 CT1179'LEFT, FARM ROAD 1636 EAST.  TURN LEFT AND GO EAST ON FARM ROAD
 CT1179'1636 EAST FOR 0.25 MILE TO A SIDE ROAD RIGHT AND LOCKED GATE,
 CT1179'STATION INSIDE OF A FENCED ENCLOSURE.
 CT1179'
 CT1179'POINT TO BE INTERSECTED, LIGHT NEAR THE TOP AND CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1174 ***********************************************************************
 CT1174  DESIGNATION -  STAMFORD CABLE TV MAST
 CT1174  PID         -  CT1174
 CT1174  STATE/COUNTY-  TX/JONES
 CT1174  USGS QUAD   -  STAMFORD (1965)
 CT1174
 CT1174                         *CURRENT SURVEY CONTROL
 CT1174  ___________________________________________________________________
 CT1174* NAD 83(1993)-  32 57 07.94212(N)    099 47 12.18488(W)     ADJUSTED  
 CT1174* NAVD 88     -                                                        
 CT1174  ___________________________________________________________________
 CT1174  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CT1174  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CT1174
 CT1174  HORZ ORDER  -  THIRD
 CT1174
 CT1174.The horizontal coordinates were established by classical geodetic methods
 CT1174.and adjusted by the National Geodetic Survey in February 1996..
 CT1174
 CT1174
 CT1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1174
 CT1174.The geoid height was determined by GEOID03.
 CT1174
 CT1174;                    North         East     Units Scale Factor Converg.
 CT1174;SPC TXNC     - 2,143,289.743   479,705.427   MT  0.99987412   -0 42 06.4
 CT1174;SPC TXNC     - 7,031,776.43  1,573,833.56   sFT  0.99987412   -0 42 06.4
 CT1174;UTM  14      - 3,646,263.140   426,467.531   MT  0.99966667   -0 25 40.6
 CT1174
 CT1174                          SUPERSEDED SURVEY CONTROL
 CT1174
 CT1174  NAD 83(1993)-  32 57 07.93977(N)    099 47 12.19331(W) AD(       ) 4
 CT1174  NAD 83(1986)-  32 57 07.94990(N)    099 47 12.17419(W) AD(       ) 4
 CT1174  NAD 27      -  32 57 07.56473(N)    099 47 10.80990(W) AD(       ) 3
 CT1174
 CT1174.Superseded values are not recommended for survey control.
 CT1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1174.See file dsdata.txt to determine how the superseded data were derived.
 CT1174
 CT1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2646846263(NAD 83)
 CT1174_MARKER: 42 = RADIO/TV MAST
 CT1174
 CT1174  HISTORY     - Date     Condition        Report By
 CT1174  HISTORY     - 1974     FIRST OBSERVED   NGS
 CT1174
 CT1174                          STATION DESCRIPTION
 CT1174
 CT1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 CT1174'STAMFORD TELECOM CABLE TELEVISION COMPANY MAST, IS LOCATED ABOUT
 CT1174'1 MILE NORTHEAST OF STAMFORD AND IS THE HIGHEST MAST NORTHEAST OF
 CT1174'TOWN, NEAR THE HIGHEST PART OF A LONG RIDGE.  IT IS 340 FEET HIGH,
 CT1174'PAINTED RED AND WHITE, WITH RED LIGHTS, SUPPORTED BY GUY WIRES.
 CT1174'
 CT1174'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN STAMFORD,
 CT1174'GO NORTH ON NORTH SWENSON AVENUE (U.S. HIGHWAY 277) FOR 0.2 MILE TO
 CT1174'A CROSS STREET.  TURN RIGHT ON EAST OLIVER STREET AND GO EAST FOR
 CT1174'0.45 MILE TO A RAIL ROAD TRACK, CONTINUE EAST FOR 0.15 MILE
 CT1174'TO A SIDE STREET LEFT.  TURN LEFT AND GO NORTH ON A GRAVEL
 CT1174'STREET, VASSAR STREET, FOR 0.7 MILE TO A FORK AND A IRON GATE.
 CT1174'KEEP RIGHT FORK AND GO EASTERLY ON GRAVEL ROAD FOR 0.1 MILE TO A
 CT1174'LOCKED GATE, CONTINUE EAST FOR 0.15 MILE TO THE MAST ON THE LEFT.
 CT1174'
 CT1174'POINT TO BE INTERSECTED, TOP RED LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1176 ***********************************************************************
 CT1176  DESIGNATION -  STAMFORD ET USGS 1974
 CT1176  PID         -  CT1176
 CT1176  STATE/COUNTY-  TX/JONES
 CT1176  USGS QUAD   -  STAMFORD (1965)
 CT1176
 CT1176                         *CURRENT SURVEY CONTROL
 CT1176  ___________________________________________________________________
 CT1176* NAD 83(1993)-  32 56 16.96193(N)    099 49 13.13917(W)     ADJUSTED  
 CT1176* NAVD 88     -       502.0    (meters)    1647.     (feet)  VERTCON   
 CT1176  ___________________________________________________________________
 CT1176  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CT1176  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT1176
 CT1176  HORZ ORDER  -  SECOND
 CT1176
 CT1176.The horizontal coordinates were established by classical geodetic methods
 CT1176.and adjusted by the National Geodetic Survey in February 1996..
 CT1176
 CT1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1176
 CT1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1176
 CT1176.The geoid height was determined by GEOID03.
 CT1176
 CT1176;                    North         East     Units Scale Factor Converg.
 CT1176;SPC TXNC     - 2,141,758.517   476,544.757   MT  0.99987458   -0 43 12.3
 CT1176;SPC TXNC     - 7,026,752.73  1,563,463.92   sFT  0.99987458   -0 43 12.3
 CT1176;UTM  14      - 3,644,717.138   423,314.864   MT  0.99967251   -0 26 45.8
 CT1176
 CT1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1176!SPC TXNC     -   0.99992577  x   0.99987458  =   0.99980036
 CT1176!UTM  14      -   0.99992577  x   0.99967251  =   0.99959830
 CT1176
 CT1176:                Primary Azimuth Mark                     Grid Az
 CT1176:SPC TXNC     -  CECIL ET                                 278 30 38.0
 CT1176:UTM  14      -  CECIL ET                                 278 14 11.5
 CT1176
 CT1176|---------------------------------------------------------------------|
 CT1176| PID    Reference Object                     Distance      Geod. Az  |
 CT1176|                                                           dddmmss.s |
 CT1176| CT1187 CECIL ET                            APPROX.12.8 KM 2774725.7 |
 CT1176|---------------------------------------------------------------------|
 CT1176
 CT1176                          SUPERSEDED SURVEY CONTROL
 CT1176
 CT1176  NAD 83(1993)-  32 56 16.96581(N)    099 49 13.13299(W) AD(       ) 2
 CT1176  NAD 83(1986)-  32 56 16.96859(N)    099 49 13.13028(W) AD(       ) 2
 CT1176  NAD 27      -  32 56 16.56918(N)    099 49 11.79099(W) AD(       ) 2
 CT1176  NGVD 29 (07/19/86)  501.8    (m)         1646.     (f) VERT ANG       
 CT1176
 CT1176.Superseded values are not recommended for survey control.
 CT1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1176.See file dsdata.txt to determine how the superseded data were derived.
 CT1176
 CT1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2331544717(NAD 83)
 CT1176_MARKER: DD = SURVEY DISK
 CT1176_SETTING: 0 = UNSPECIFIED SETTING
 CT1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1176
 CT1176  HISTORY     - Date     Condition        Report By
 CT1176  HISTORY     - 1965     MONUMENTED       USGS
 CT1176  HISTORY     - 1974     SEE DESCRIPTION  USGS
 CT1176
 CT1176                          STATION DESCRIPTION
 CT1176
 CT1176'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT1176'TO REACH FROM JUNCTION OF U.S. HIGHWAY 277 AND 380 AT THE NW. CORNER
 CT1176'OF THE COURTHOUSE SQUARE IN STAMFORD, TAKE HIGHWAY 277 W. AND S. 1.3
 CT1176'MI. TO RAILROAD OVERPASS.
 CT1176'
 CT1176'STATION MARK--STANDARD TABLET CEMENTED IN S. END OF SW. WINGWALL,
 CT1176'STAMPED ---STAMFORD-ET 1965---.
 CT1176
 CT1176                          STATION RECOVERY (1974)
 CT1176
 CT1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JLC)
 CT1176'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHWEST OF HASKELL,
 CT1176'14 MILES NORTH-NORTHEAST OF ANSON, IN THE SOUTHWEST EDGE OF
 CT1176'STAMFORD AND ON STATE OWNED LAND.
 CT1176'
 CT1176'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN STAMFORD, GO
 CT1176'WEST AND SOUTH ON U.S. HIGHWAY 277 FOR 1.15 MILES TO AN OVERPASS
 CT1176'AND THE STATION ON THE RIGHT.
 CT1176'
 CT1176'THE STATION DISK HAS BEEN DESTROYED, THE DRILL HOLE WAS
 CT1176'RECOVERED.  IT IS ON THE SOUTH END OF THE CONCRETE OVERPASS AND
 CT1176'22 FEET NORTH OF THE CENTER OF THE CONCRETE MEDIAN.
 CT1176'
 CT1176'A TRAVERSE CONNECTION, FROM THE CENTER OF THE DRILL HOLE, TO
 CT1176'TRIANGULATION STATION JOHN WAS MADE, DISTANCE BEING (10.85 FEET)
 CT1176'3.307 METERS NORTHEAST OF STATION JOHN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1172 ***********************************************************************
 CT1172  DESIGNATION -  STAMFORD NORTH MUNICIPAL TANK
 CT1172  PID         -  CT1172
 CT1172  STATE/COUNTY-  TX/JONES
 CT1172  USGS QUAD   -  STAMFORD (1965)
 CT1172
 CT1172                         *CURRENT SURVEY CONTROL
 CT1172  ___________________________________________________________________
 CT1172* NAD 83(1993)-  32 56 48.08696(N)    099 48 26.47194(W)     ADJUSTED  
 CT1172* NAVD 88     -                                                        
 CT1172  ___________________________________________________________________
 CT1172  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CT1172  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CT1172
 CT1172  HORZ ORDER  -  THIRD
 CT1172
 CT1172.The horizontal coordinates were established by classical geodetic methods
 CT1172.and adjusted by the National Geodetic Survey in February 1996..
 CT1172
 CT1172
 CT1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1172
 CT1172.The geoid height was determined by GEOID03.
 CT1172
 CT1172;                    North         East     Units Scale Factor Converg.
 CT1172;SPC TXNC     - 2,142,702.017   477,768.732   MT  0.99987429   -0 42 46.9
 CT1172;SPC TXNC     - 7,029,848.20  1,567,479.58   sFT  0.99987429   -0 42 46.9
 CT1172;UTM  14      - 3,645,666.287   424,534.066   MT  0.99967022   -0 26 20.8
 CT1172
 CT1172                          SUPERSEDED SURVEY CONTROL
 CT1172
 CT1172  NAD 83(1993)-  32 56 48.09535(N)    099 48 26.46433(W) AD(       ) 4
 CT1172  NAD 83(1986)-  32 56 48.09409(N)    099 48 26.46210(W) AD(       ) 4
 CT1172  NAD 27      -  32 56 47.67500(N)    099 48 25.14000(W) AD(       ) 3
 CT1172
 CT1172.Superseded values are not recommended for survey control.
 CT1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1172.See file dsdata.txt to determine how the superseded data were derived.
 CT1172
 CT1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2453445666(NAD 83)
 CT1172_MARKER: 53 = ELEVATED TANK
 CT1172
 CT1172  HISTORY     - Date     Condition        Report By
 CT1172  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1172
 CT1172                          STATION DESCRIPTION
 CT1172
 CT1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1172'THE STATION IS THE NORTH ONE OF TWO TANKS ABOUT 150 FEET
 CT1172'APART AND ABOUT EQUAL ELEVATION.  IT IS A FOUR LEGGED STRUCTURE
 CT1172'THE TANK IS ABOUT 20 FEET IN DIAMETER AND IT IS PAINTED ALUMINUM.
 CT1172'THERE IS A RED LIGHT AT THE TOP AND CENTER.  OVERALL HEIGHT
 CT1172'OF THE TANK IS ABOUT 150 FEET.  LOCATED AT THE END OF WEST
 CT1172'MORAN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1171 ***********************************************************************
 CT1171  DESIGNATION -  STAMFORD SHORT MUNICIPAL TANK
 CT1171  PID         -  CT1171
 CT1171  STATE/COUNTY-  TX/JONES
 CT1171  USGS QUAD   -  STAMFORD (1965)
 CT1171
 CT1171                         *CURRENT SURVEY CONTROL
 CT1171  ___________________________________________________________________
 CT1171* NAD 83(1993)-  32 56 12.29571(N)    099 48 45.87620(W)     ADJUSTED  
 CT1171* NAVD 88     -                                                        
 CT1171  ___________________________________________________________________
 CT1171  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CT1171  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT1171
 CT1171  HORZ ORDER  -  THIRD
 CT1171
 CT1171.The horizontal coordinates were established by classical geodetic methods
 CT1171.and adjusted by the National Geodetic Survey in February 1996..
 CT1171
 CT1171
 CT1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1171
 CT1171.The geoid height was determined by GEOID03.
 CT1171
 CT1171;                    North         East     Units Scale Factor Converg.
 CT1171;SPC TXNC     - 2,141,605.922   477,251.037   MT  0.99987462   -0 42 57.5
 CT1171;SPC TXNC     - 7,026,252.10  1,565,781.11   sFT  0.99987462   -0 42 57.5
 CT1171;UTM  14      - 3,644,567.953   424,021.722   MT  0.99967118   -0 26 30.9
 CT1171
 CT1171                          SUPERSEDED SURVEY CONTROL
 CT1171
 CT1171  NAD 83(1993)-  32 56 12.30368(N)    099 48 45.86867(W) AD(       ) 4
 CT1171  NAD 83(1986)-  32 56 12.30273(N)    099 48 45.86637(W) AD(       ) 4
 CT1171  NAD 27      -  32 56 11.88500(N)    099 48 44.54200(W) AD(       ) 3
 CT1171
 CT1171.Superseded values are not recommended for survey control.
 CT1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1171.See file dsdata.txt to determine how the superseded data were derived.
 CT1171
 CT1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2402244568(NAD 83)
 CT1171_MARKER: 51 = TANK
 CT1171
 CT1171  HISTORY     - Date     Condition        Report By
 CT1171  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1171
 CT1171                          STATION DESCRIPTION
 CT1171
 CT1171'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1173 ***********************************************************************
 CT1173  DESIGNATION -  STAMFORD SOUTH MUNICIPAL TANK
 CT1173  PID         -  CT1173
 CT1173  STATE/COUNTY-  TX/JONES
 CT1173  USGS QUAD   -  STAMFORD (1965)
 CT1173
 CT1173                         *CURRENT SURVEY CONTROL
 CT1173  ___________________________________________________________________
 CT1173* NAD 83(1993)-  32 56 47.49449(N)    099 48 26.38299(W)     ADJUSTED  
 CT1173* NAVD 88     -                                                        
 CT1173  ___________________________________________________________________
 CT1173  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CT1173  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CT1173
 CT1173  HORZ ORDER  -  THIRD
 CT1173
 CT1173.The horizontal coordinates were established by classical geodetic methods
 CT1173.and adjusted by the National Geodetic Survey in February 1996..
 CT1173
 CT1173
 CT1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1173
 CT1173.The geoid height was determined by GEOID03.
 CT1173
 CT1173;                    North         East     Units Scale Factor Converg.
 CT1173;SPC TXNC     - 2,142,683.740   477,770.815   MT  0.99987430   -0 42 46.8
 CT1173;SPC TXNC     - 7,029,788.24  1,567,486.42   sFT  0.99987430   -0 42 46.8
 CT1173;UTM  14      - 3,645,648.024   424,536.236   MT  0.99967022   -0 26 20.7
 CT1173
 CT1173                          SUPERSEDED SURVEY CONTROL
 CT1173
 CT1173  NAD 83(1993)-  32 56 47.49696(N)    099 48 26.37960(W) AD(       ) 4
 CT1173  NAD 83(1986)-  32 56 47.50111(N)    099 48 26.37429(W) AD(       ) 4
 CT1173  NAD 27      -  32 56 47.10338(N)    099 48 25.03535(W) AD(       ) 3
 CT1173
 CT1173.Superseded values are not recommended for survey control.
 CT1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1173.See file dsdata.txt to determine how the superseded data were derived.
 CT1173
 CT1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2453645648(NAD 83)
 CT1173_MARKER: 53 = ELEVATED TANK
 CT1173
 CT1173  HISTORY     - Date     Condition        Report By
 CT1173  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1173  HISTORY     - 1974     GOOD             NGS
 CT1173
 CT1173                          STATION DESCRIPTION
 CT1173
 CT1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1173'THE STATION IS THE LARGER OF TWO TANKS THAT ARE ABOUT 150
 CT1173'FEET APART.  IT IS A 8 LEGGED STRUCTURE AND THE TANK IS
 CT1173'APPROXIMATELY 50 FEET IN DIAMETER.  IT IS PAINTED ALUMINUM
 CT1173'AND THERE IS A RED LIGHT ON THE TOP AND CENTER OF THE TANK.
 CT1173'THE OVERALL HEIGHT APPROXIMATELY 150 FEET.  LOCATED AT THE
 CT1173'END OF WEST MORAN STREET.
 CT1173
 CT1173                          STATION RECOVERY (1974)
 CT1173
 CT1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 CT1173'STAMFORD SOUTH MUNICIPAL WATER TANK, THE STATION IS THE LARGER
 CT1173'OF TWO TANKS THAT ARE ABOUT 150 FEET APART.  IT IS A 8 LEGGED
 CT1173'STRUCTURE AND THE TANK IS APPROXIMATELY 50 FEET IN DIAMETER.
 CT1173'IT IS PAINTED ALUMINUM AND THERE IS A RED LIGHT ON THE TOP
 CT1173'AND CENTER OF THE TANK.  THE OVERALL HEIGHT APPROXIMATELY
 CT1173'150 FEET.  LOCATED AT THE END OF WEST MORAN STREET.
 CT1173'
 CT1173'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED, THE RED
 CT1173'LIGHT IS NO LONGER IN OPERATION.
 CT1173'
 CT1173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CT1173'IN STAMFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1175 ***********************************************************************
 CT1175  DESIGNATION -  STAMFORD SW BELL RAD MAST
 CT1175  PID         -  CT1175
 CT1175  STATE/COUNTY-  TX/HASKELL
 CT1175  USGS QUAD   -  STAMFORD (1965)
 CT1175
 CT1175                         *CURRENT SURVEY CONTROL
 CT1175  ___________________________________________________________________
 CT1175* NAD 83(1993)-  32 58 21.00973(N)    099 48 32.80573(W)     ADJUSTED  
 CT1175* NAVD 88     -                                                        
 CT1175  ___________________________________________________________________
 CT1175  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CT1175  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CT1175
 CT1175  HORZ ORDER  -  THIRD
 CT1175
 CT1175.The horizontal coordinates were established by classical geodetic methods
 CT1175.and adjusted by the National Geodetic Survey in February 1996..
 CT1175
 CT1175
 CT1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1175
 CT1175.The geoid height was determined by GEOID03.
 CT1175
 CT1175;                    North         East     Units Scale Factor Converg.
 CT1175;SPC TXNC     - 2,145,566.116   477,639.913   MT  0.99987357   -0 42 50.3
 CT1175;SPC TXNC     - 7,039,244.83  1,567,056.95   sFT  0.99987357   -0 42 50.3
 CT1175;UTM  14      - 3,648,529.155   424,391.593   MT  0.99967048   -0 26 25.3
 CT1175
 CT1175                          SUPERSEDED SURVEY CONTROL
 CT1175
 CT1175  NAD 83(1993)-  32 58 21.01624(N)    099 48 32.79861(W) AD(       ) 4
 CT1175  NAD 83(1986)-  32 58 21.01916(N)    099 48 32.79619(W) AD(       ) 4
 CT1175  NAD 27      -  32 58 20.62925(N)    099 48 31.45718(W) AD(       ) 3
 CT1175
 CT1175.Superseded values are not recommended for survey control.
 CT1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1175.See file dsdata.txt to determine how the superseded data were derived.
 CT1175
 CT1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2439248529(NAD 83)
 CT1175_MARKER: 42 = RADIO/TV MAST
 CT1175
 CT1175  HISTORY     - Date     Condition        Report By
 CT1175  HISTORY     - 1974     FIRST OBSERVED   NGS
 CT1175
 CT1175                          STATION DESCRIPTION
 CT1175
 CT1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 CT1175'STAMFORD SOUTHWESTERN BELL MOBILE BASE MAST, IS LOCATED ABOUT
 CT1175'1-1/2 MILE NORTHWEST OF STAMFORD AND IS THE HIGHEST MAST TO
 CT1175'THE NORTHWEST OF TOWN, SOUTH OF STATE HIGHWAY 6.  IT IS 300 FEET
 CT1175'HIGH, PAINTED RED AND WHITE, WITH RED LIGHTS, SUPPORTED BY GUY
 CT1175'WIRES.
 CT1175'
 CT1175'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 277
 CT1175'AND STATE HIGHWAY 6, ABOUT 1 MILE NORTH OF THE SQUARE IN
 CT1175'STAMFORD.  GO WEST ON STATE HIGHWAY 6 FOR 0.45 MILE TO A LOCKED
 CT1175'GATE ON THE LEFT.  TURN LEFT PASS THROUGH GATE AND GO SOUTHERLY FOR
 CT1175'0.1 MILE TO THE MAST ON THE RIGHT.
 CT1175'
 CT1175'POINT TO BE INTERSECTED WILL BE TOP RED LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0693 ***********************************************************************
 DQ0693  DESIGNATION -  STAMP
 DQ0693  PID         -  DQ0693
 DQ0693  STATE/COUNTY-  TX/HOCKLEY
 DQ0693  USGS QUAD   -  LEVELLAND EAST (1980)
 DQ0693
 DQ0693                         *CURRENT SURVEY CONTROL
 DQ0693  ___________________________________________________________________
 DQ0693* NAD 83(1993)-  33 32 52.17398(N)    102 21 19.51099(W)     ADJUSTED  
 DQ0693* NAVD 88     -      1073.0    (meters)    3520.     (feet)  VERTCON   
 DQ0693  ___________________________________________________________________
 DQ0693  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DQ0693  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 DQ0693
 DQ0693  HORZ ORDER  -  SECOND
 DQ0693
 DQ0693.The horizontal coordinates were established by classical geodetic methods
 DQ0693.and adjusted by the National Geodetic Survey in February 1996..
 DQ0693
 DQ0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0693
 DQ0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0693
 DQ0693.The geoid height was determined by GEOID03.
 DQ0693
 DQ0693;                    North         East     Units Scale Factor Converg.
 DQ0693;SPC TXNC     - 2,215,173.826   242,054.309   MT  0.99991002   -2 06 09.8
 DQ0693;SPC TXNC     - 7,267,616.13    794,139.85   sFT  0.99991002   -2 06 09.8
 DQ0693;UTM  13      - 3,715,154.617   745,541.860   MT  1.00034336   +1 27 44.0
 DQ0693
 DQ0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0693!SPC TXNC     -   0.99983532  x   0.99991002  =   0.99974535
 DQ0693!UTM  13      -   0.99983532  x   1.00034336  =   1.00017862
 DQ0693
 DQ0693|---------------------------------------------------------------------|
 DQ0693| PID    Reference Object                     Distance      Geod. Az  |
 DQ0693|                                                           dddmmss.s |
 DQ0693| CJ8547 STAMP RM 1                           40.618 METERS 06543     |
 DQ0693| CJ8548 STAMP RM 2                                         16003     |
 DQ0693| CJ8546 STAMP AZ MK                                        3220949.8 |
 DQ0693|---------------------------------------------------------------------|
 DQ0693
 DQ0693                          SUPERSEDED SURVEY CONTROL
 DQ0693
 DQ0693  NAD 83(1986)-  33 32 52.18182(N)    102 21 19.50558(W) AD(       ) 2
 DQ0693  NAD 27      -  33 32 51.84300(N)    102 21 17.86300(W) AD(       ) 2
 DQ0693  NGVD 29 (07/19/86) 1072.6    (m)         3519.     (f) VERT ANG       
 DQ0693
 DQ0693.Superseded values are not recommended for survey control.
 DQ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0693.See file dsdata.txt to determine how the superseded data were derived.
 DQ0693
 DQ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4554215155(NAD 83)
 DQ0693_MARKER: DS = TRIANGULATION STATION DISK
 DQ0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0693
 DQ0693  HISTORY     - Date     Condition        Report By
 DQ0693  HISTORY     - 1935     MONUMENTED       CGS
 DQ0693  HISTORY     - 1938     GOOD             TXHD
 DQ0693  HISTORY     - 1949     GOOD             CGS
 DQ0693
 DQ0693                          STATION DESCRIPTION
 DQ0693
 DQ0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0693'THIS STATION IS ABOUT 3 MILES SSE OF LEVLLAND, ON A LOW
 DQ0693'NARROW RIDGE IN PASTURE LAND OWNED BY T.P. HILL, 150 YARDS
 DQ0693'SW OF HIS RANCH HOUSE WHICH IS NOW OCCUPIED BY ERNEST HILL.
 DQ0693'IT IS 200 YARDS NE OF THE RANCH BUILDINGS OF D.E. MAGEE.  IT IS
 DQ0693'ON THE HIGHEST PART OF THE RIDGE, ABOUT 300 YARDS S OF A GRADED
 DQ0693'ROAD, 233 FEET W OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES.
 DQ0693'
 DQ0693'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0693'BRONZE DISKS SET IN CONCRETE.
 DQ0693'
 DQ0693'REFERENCE MARK NO. 1 IS NE OF THE STATION AND PROJECTS 10
 DQ0693'INCHES.  IT IS 168 FEET W OF A FENCE LINE.
 DQ0693'
 DQ0693'REFERENCE MARK NO. 2 IS SSE OF THE STATION AND PROJECTS 10
 DQ0693'INCHES.  IT IS 150 FEET W OF A FENCE LINE.
 DQ0693'
 DQ0693'THE AZIMUTH MARK IS NW OF THE STATION AND PROJECTS 8 INCHES.
 DQ0693'IT IS 1-1/2 FEET N OF THE S RIGHT-OF-WAY FENCE OF A SECTION-LINE
 DQ0693'ROAD, 3 FEET ENE OF A NW FENCE CORNER, 45 FEET S OF THE CENTER
 DQ0693'LINE OF THE SECTION-LINE ROAD, AND 26 FEET E OF THE CENTER
 DQ0693'LINE OF A SECTION-LINE ROAD.  IT IS 0.2 MILE W OF THE RANCH
 DQ0693'BUILDINGS OF T.P. HILL.
 DQ0693'
 DQ0693'THE STATION IS REACHED FROM THE COURTHOUSE IN LEVELLAND, DRIVE
 DQ0693'S ON THE STREET ALONG THE W SIDE OF THE COURTHOUSE SQUARE
 DQ0693'AND CONTINUE S ON A GRADED ROAD FOR 1.7 MILES.  AT A GRADED
 DQ0693'ROAD T-INTERSECTION TURN LEFT AND GO E 0.1 MILE, THEN DRIVE
 DQ0693'S ON A GRADED ROAD FOR 0.8 MILE.  LEAVE THE MAIN HIGHWAY,
 DQ0693'TURN LEFT AND DRIVE E ON A GRADED SECTION LINE ROAD FOR 1.2
 DQ0693'MILES.  LEAVE THE GRADED ROAD AT THE TOP OF THE RIDGE AND
 DQ0693'DRIVE S INTO THE RANCH YARD OF ERNEST HILL.  PASS THROUGH TWO
 DQ0693'WIRE GATES SW OF THE WINDMILL AND DRIVE W AROUND A LOT, THEN
 DQ0693'SSW ABOUT 100 YARDS TO THE HIGHEST POINT ALONG THE
 DQ0693'RIDGE AND THE STATION.
 DQ0693'
 DQ0693'IT WAS TOO HAZY TO SEE IF ANY OF THE STATIONS WERE VISIBLE
 DQ0693'FROM THE GROUND.  A 30-FOOT STAND WAS USED AND ALL OF THE
 DQ0693'LINES WERE CLEAR.
 DQ0693
 DQ0693                          STATION RECOVERY (1938)
 DQ0693
 DQ0693'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0693'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0693'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0693
 DQ0693                          STATION RECOVERY (1949)
 DQ0693
 DQ0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DQ0693'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7305 ***********************************************************************
 AC7305  DESIGNATION -  STANDPIPE NO 1 SEC
 AC7305  PID         -  AC7305
 AC7305  STATE/COUNTY-  TX/LAMPASAS
 AC7305  USGS QUAD   -  LAMPASAS (1954)
 AC7305
 AC7305                         *CURRENT SURVEY CONTROL
 AC7305  ___________________________________________________________________
 AC7305* NAD 83(1993)-  31 03 54.80369(N)    098 11 41.05403(W)     ADJUSTED  
 AC7305* NAVD 88     -                                                        
 AC7305  ___________________________________________________________________
 AC7305  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 AC7305  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AC7305
 AC7305  HORZ ORDER  -  THIRD
 AC7305
 AC7305.The horizontal coordinates were established by classical geodetic methods
 AC7305.and adjusted by the National Geodetic Survey in March 1997..
 AC7305
 AC7305
 AC7305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7305
 AC7305.The geoid height was determined by GEOID03.
 AC7305
 AC7305;                    North         East     Units Scale Factor Converg.
 AC7305;SPC TX C     - 3,156,998.706   904,069.315   MT  0.99988236   +1 06 05.4
 AC7305;SPC TX C     -10,357,586.59  2,966,100.74   sFT  0.99988236   +1 06 05.4
 AC7305;UTM  14      - 3,437,108.932   576,824.083   MT  0.99967280   +0 24 56.0
 AC7305
 AC7305                          SUPERSEDED SURVEY CONTROL
 AC7305
 AC7305.No superseded survey control is available for this station.
 AC7305
 AC7305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7682437109(NAD 83)
 AC7305_MARKER: 52 = STANDPIPE TANK
 AC7305
 AC7305  HISTORY     - Date     Condition        Report By
 AC7305  HISTORY     - 1953     FIRST OBSERVED   USGS
 AC7305
 AC7305                          STATION DESCRIPTION
 AC7305
 AC7305'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7305'STATION IS IN THE CITY OF LAMPASAS, TEXAS, NEAR A Y-INTERSECTION OF
 AC7305'FARM TO MARKET HIGHWAY 580 AND PORTER ST.  THE STATION IS A
 AC7305'CYLINDRICAL WATER SUPPLY STANDPIPE APPROXIMATELY 15 FT. IN DIAMETER.
 AC7305'POINTINGS WERE MADE ON THE CENTERLINE OF THE TANK.  THE STATION WAS
 AC7305'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7306 ***********************************************************************
 AC7306  DESIGNATION -  STANDPIPE NO 2 SEC
 AC7306  PID         -  AC7306
 AC7306  STATE/COUNTY-  TX/LAMPASAS
 AC7306  USGS QUAD   -  LAMPASAS (1954)
 AC7306
 AC7306                         *CURRENT SURVEY CONTROL
 AC7306  ___________________________________________________________________
 AC7306* NAD 83(1993)-  31 03 36.93442(N)    098 11 16.63113(W)     ADJUSTED  
 AC7306* NAVD 88     -                                                        
 AC7306  ___________________________________________________________________
 AC7306  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 AC7306  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AC7306
 AC7306  HORZ ORDER  -  THIRD
 AC7306
 AC7306.The horizontal coordinates were established by classical geodetic methods
 AC7306.and adjusted by the National Geodetic Survey in March 1997..
 AC7306
 AC7306
 AC7306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7306
 AC7306.The geoid height was determined by GEOID03.
 AC7306
 AC7306;                    North         East     Units Scale Factor Converg.
 AC7306;SPC TX C     - 3,156,461.012   904,727.203   MT  0.99988227   +1 06 18.0
 AC7306;SPC TX C     -10,355,822.50  2,968,259.17   sFT  0.99988227   +1 06 18.0
 AC7306;UTM  14      - 3,436,563.513   577,475.350   MT  0.99967404   +0 25 08.4
 AC7306
 AC7306                          SUPERSEDED SURVEY CONTROL
 AC7306
 AC7306.No superseded survey control is available for this station.
 AC7306
 AC7306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7747536564(NAD 83)
 AC7306_MARKER: 52 = STANDPIPE TANK
 AC7306
 AC7306  HISTORY     - Date     Condition        Report By
 AC7306  HISTORY     - 1953     FIRST OBSERVED   USGS
 AC7306  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 AC7306
 AC7306                          STATION DESCRIPTION
 AC7306
 AC7306'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7306'THE STATION IS IN THE CITY OF LAMPASAS, TEXAS, NEAR THE INTERSECTION
 AC7306'OF SIXTH AND SPRING STREETS.  THE STATION IS A WATER SUPPLY STANDPIPE
 AC7306'APPROXIMATELY 10 FT. IN DIAMETER.
 AC7306'POINTINGS WERE MADE ON THE CENTERLINE OF THE TANK.  THE STATION WAS
 AC7306'NOT OCCUPIED.
 AC7306
 AC7306                          STATION RECOVERY (2002)
 AC7306
 AC7306'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AC7306'STANDPIPE HAS BEEN REMOVED - ONLY THE CONCRETE FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0345 ***********************************************************************
 CU0345  DESIGNATION -  STANDPIPE RM 1 USGS
 CU0345  PID         -  CU0345
 CU0345  STATE/COUNTY-  TX/MITCHELL
 CU0345  USGS QUAD   -  COLORADO CITY (1979)
 CU0345
 CU0345                         *CURRENT SURVEY CONTROL
 CU0345  ___________________________________________________________________
 CU0345* NAD 83(1986)-  32 22 59.     (N)    100 50 19.     (W)     SCALED    
 CU0345* NAVD 88     -       661.000  (meters)    2168.63   (feet)  ADJUSTED  
 CU0345  ___________________________________________________________________
 CU0345  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0345  DYNAMIC HT  -         660.118 (meters)    2165.74  (feet)  COMP
 CU0345  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 CU0345
 CU0345  VERT ORDER  -  FIRST     CLASS II
 CU0345
 CU0345.The horizontal coordinates were scaled from a topographic map and have
 CU0345.an estimated accuracy of +/- 6 seconds.
 CU0345
 CU0345.The orthometric height was determined by differential leveling
 CU0345.and adjusted by the National Geodetic Survey in June 1991..
 CU0345
 CU0345.The geoid height was determined by GEOID03.
 CU0345
 CU0345.The dynamic height is computed by dividing the NAVD 88
 CU0345.geopotential number by the normal gravity value computed on the
 CU0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0345.degrees latitude (g = 980.6199 gals.).
 CU0345
 CU0345.The modeled gravity was interpolated from observed gravity values.
 CU0345
 CU0345;                    North         East    Units  Estimated Accuracy
 CU0345;SPC TXNC     - 2,081,890.      379,970.      MT  (+/- 180 meters Scaled)
 CU0345
 CU0345                          SUPERSEDED SURVEY CONTROL
 CU0345
 CU0345.No superseded survey control is available for this station.
 CU0345
 CU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA270843(NAD 83)
 CU0345_MARKER: DR = REFERENCE MARK DISK
 CU0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0345_SP_SET: RESERVOIR
 CU0345_STAMPING: STANDPIPE NO 1 1949
 CU0345_MARK LOGO: USGS  
 CU0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0345
 CU0345  HISTORY     - Date     Condition        Report By
 CU0345  HISTORY     - 1949     MONUMENTED       USGS
 CU0345  HISTORY     - 1961     GOOD             NGS
 CU0345  HISTORY     - 1982     GOOD             NGS
 CU0345
 CU0345                          STATION DESCRIPTION
 CU0345
 CU0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0345'2.1 MI SW FROM COLORADO CITY.
 CU0345'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0345'STATION AT COLORADO CITY, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY
 CU0345'208, THENCE 0.1 MILE WEST ALONG A DIRT ROAD TO A STEEL STANDPIPE, 94.8
 CU0345'FEET NORTHWEST OF STANDPIPE 1949, SET IN THE TOP OF THE NORTHWEST
 CU0345'CORNER OF A LARGE ABANDONED SQUARE CONCRETE RESERVOIR, AND ABOUT 7
 CU0345'FEET ABOVE THE GROUND AT THE NORTHWEST CORNER.
 CU0345
 CU0345                          STATION RECOVERY (1982)
 CU0345
 CU0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0345'1.8 KM (1.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION
 CU0345'WITH STATE HIGHWAY 208 IN COLORADO CITY, THENCE 2.8 KM (1.75 MI)
 CU0345'SOUTHEASTERLY ALONG STATE HIGHWAY 208 SOUTH, THENCE 0.2 KM (0.1 MI)
 CU0345'WEST ALONG A GRAVELED ROAD TO THE CITY WATER STANDPIPE, IN TOP OF THE
 CU0345'NORTHWEST CORNER OF AN ABANDONED CONCRETE FOUNDATION OF A RESERVOIR,
 CU0345'121.3 METERS (398.0 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A
 CU0345'BRICK SCHOOLHOUSE, 52.1 METERS (170.9 FT) NORTHWEST OF THE STANDPIPE
 CU0345'AND 28.8 METERS (94.5 FT) NORTHWEST OF TRIANGULATION STATION STANDPIPE
 CU0345'USGS.
 CU0345'THE MARK IS 2.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0343 ***********************************************************************
 CU0343  DESIGNATION -  STANDPIPE RM 2 USGS
 CU0343  PID         -  CU0343
 CU0343  STATE/COUNTY-  TX/MITCHELL
 CU0343  USGS QUAD   -  COLORADO CITY (1979)
 CU0343
 CU0343                         *CURRENT SURVEY CONTROL
 CU0343  ___________________________________________________________________
 CU0343* NAD 83(1986)-  32 22 59.     (N)    100 50 19.     (W)     SCALED    
 CU0343* NAVD 88     -       661.169  (meters)    2169.19   (feet)  ADJUSTED  
 CU0343  ___________________________________________________________________
 CU0343  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0343  DYNAMIC HT  -         660.288 (meters)    2166.29  (feet)  COMP
 CU0343  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 CU0343
 CU0343  VERT ORDER  -  SECOND    CLASS 0
 CU0343
 CU0343.The horizontal coordinates were scaled from a topographic map and have
 CU0343.an estimated accuracy of +/- 6 seconds.
 CU0343
 CU0343.The orthometric height was determined by differential leveling
 CU0343.and adjusted by the National Geodetic Survey in June 1991..
 CU0343
 CU0343.The geoid height was determined by GEOID03.
 CU0343
 CU0343.The dynamic height is computed by dividing the NAVD 88
 CU0343.geopotential number by the normal gravity value computed on the
 CU0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0343.degrees latitude (g = 980.6199 gals.).
 CU0343
 CU0343.The modeled gravity was interpolated from observed gravity values.
 CU0343
 CU0343;                    North         East    Units  Estimated Accuracy
 CU0343;SPC TXNC     - 2,081,890.      379,970.      MT  (+/- 180 meters Scaled)
 CU0343
 CU0343                          SUPERSEDED SURVEY CONTROL
 CU0343
 CU0343  NGVD 29 (??/??/92)  660.958  (m)         2168.49   (f) ADJ UNCH    2 0
 CU0343
 CU0343.Superseded values are not recommended for survey control.
 CU0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0343.See file dsdata.txt to determine how the superseded data were derived.
 CU0343
 CU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA270843(NAD 83)
 CU0343_MARKER: DR = REFERENCE MARK DISK
 CU0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0343_STAMPING: STANDPIPE NO 2 1949
 CU0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0343+STABILITY: SURFACE MOTION
 CU0343
 CU0343  HISTORY     - Date     Condition        Report By
 CU0343  HISTORY     - 1949     MONUMENTED       USGS
 CU0343  HISTORY     - 1961     GOOD             NGS
 CU0343  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0343
 CU0343                          STATION DESCRIPTION
 CU0343
 CU0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0343'2.1 MI SE FROM COLORADO CITY.
 CU0343'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0343'STATION AT COLORADO CITY, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY
 CU0343'208, THENCE 0.1 MILE WEST ALONG A DIRT ROAD TO A STEEL STANDPIPE, 230
 CU0343'FEET WEST OF THE SOUTHWEST CORNER OF A BRICK SCHOOLHOUSE, 146 FEET
 CU0343'NORTHEAST OF THE NORTHEAST SIDE OF THE STANDPIPE, 146.6 FEET EAST OF
 CU0343'STANDPIPE 1949, 54 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE, 2
 CU0343'1/2 FEET SOUTH OF THE SOUTH SIDE OF A ROUND CONCRETE RESERVOIR WHICH
 CU0343'HAS BEEN ABANDONED, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 CU0343'FOOT.
 CU0343
 CU0343                          STATION RECOVERY (1982)
 CU0343
 CU0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0343'THE BRICK HOUSE AND CONCRETE RESERVOIR HAVE BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0344 ***********************************************************************
 CU0344  DESIGNATION -  STANDPIPE USGS
 CU0344  PID         -  CU0344
 CU0344  STATE/COUNTY-  TX/MITCHELL
 CU0344  USGS QUAD   -  COLORADO CITY (1979)
 CU0344
 CU0344                         *CURRENT SURVEY CONTROL
 CU0344  ___________________________________________________________________
 CU0344* NAD 83(1993)-  32 22 59.09450(N)    100 50 20.00952(W)     ADJUSTED  
 CU0344* NAVD 88     -       661.231  (meters)    2169.39   (feet)  ADJUSTED  
 CU0344  ___________________________________________________________________
 CU0344  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CU0344  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0344  DYNAMIC HT  -         660.349 (meters)    2166.49  (feet)  COMP
 CU0344  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 CU0344
 CU0344  HORZ ORDER  -  THIRD
 CU0344  VERT ORDER  -  FIRST     CLASS II
 CU0344
 CU0344.The horizontal coordinates were established by classical geodetic methods
 CU0344.and adjusted by the National Geodetic Survey in February 1996..
 CU0344
 CU0344.The orthometric height was determined by differential leveling
 CU0344.and adjusted by the National Geodetic Survey in June 1991..
 CU0344
 CU0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0344
 CU0344.The geoid height was determined by GEOID03.
 CU0344
 CU0344.The dynamic height is computed by dividing the NAVD 88
 CU0344.geopotential number by the normal gravity value computed on the
 CU0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0344.degrees latitude (g = 980.6199 gals.).
 CU0344
 CU0344.The modeled gravity was interpolated from observed gravity values.
 CU0344
 CU0344;                    North         East     Units Scale Factor Converg.
 CU0344;SPC TXNC     - 2,081,894.055   379,945.971   MT  0.99994020   -1 16 32.2
 CU0344;SPC TXNC     - 6,830,347.41  1,246,539.41   sFT  0.99994020   -1 16 32.2
 CU0344;UTM  14      - 3,584,385.713   327,020.160   MT  0.99996900   -0 59 06.4
 CU0344
 CU0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0344!SPC TXNC     -   0.99990035  x   0.99994020  =   0.99984056
 CU0344!UTM  14      -   0.99990035  x   0.99996900  =   0.99986935
 CU0344
 CU0344:                Primary Azimuth Mark                     Grid Az
 CU0344:SPC TXNC     -  NEEL                                     343 23 04.1
 CU0344:UTM  14      -  NEEL                                     343 05 38.3
 CU0344
 CU0344|---------------------------------------------------------------------|
 CU0344| PID    Reference Object                     Distance      Geod. Az  |
 CU0344|                                                           dddmmss.s |
 CU0344| CU1000 NEEL                                APPROX.12.6 KM 3420631.9 |
 CU0344|---------------------------------------------------------------------|
 CU0344
 CU0344                          SUPERSEDED SURVEY CONTROL
 CU0344
 CU0344  NAD 83(1986)-  32 22 59.09969(N)    100 50 20.00037(W) AD(       ) 3
 CU0344  NAD 27      -  32 22 58.67039(N)    100 50 18.59299(W) AD(       ) 3
 CU0344
 CU0344.Superseded values are not recommended for survey control.
 CU0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0344.See file dsdata.txt to determine how the superseded data were derived.
 CU0344
 CU0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA2702084386(NAD 83)
 CU0344_MARKER: DS = TRIANGULATION STATION DISK
 CU0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0344_SP_SET: BUILDING
 CU0344_STAMPING: STANDPIPE 1949
 CU0344_MARK LOGO: USGS  
 CU0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0344
 CU0344  HISTORY     - Date     Condition        Report By
 CU0344  HISTORY     - 1949     MONUMENTED       USGS
 CU0344  HISTORY     - 1957     GOOD             USGS
 CU0344  HISTORY     - 1961     GOOD             NGS
 CU0344  HISTORY     - 1982     GOOD             NGS
 CU0344
 CU0344                          STATION DESCRIPTION
 CU0344
 CU0344'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CU0344'COLORADO CITY, 1.5 MI. E. AND 0.6 MI. S. OF POST OFFICE AT, TO REACH
 CU0344'FROM COLORADO CITY, GO E. ALONG U.S. HIGHWAY 80 1.5 MI. TO JUNCTION
 CU0344'WITH STATE HIGHWAY 208 S., GO S. ON HIGHWAY 208 0.6 MI. TO PRIVATE
 CU0344'DRIVE W. TO HOUSE AND COLORADO CITY MUNITIPAL WATER SANDPIPE, GO W.
 CU0344'0.1 MI. TO SANDPIPE AND STATION.
 CU0344'
 CU0344'A 20 FT. TOWER WAS USED TO OBSERVE FROM THE STATION IN 1957.
 CU0344'
 CU0344'STATION MARK--IN OLD CONCRETE ENGINE FOUNDATION, STANDARD TABLET
 CU0344'STAMPED ---STANDPIPE 1949---.
 CU0344'
 CU0344'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED ---STANDPIPE NO. 1
 CU0344'1949---, 94.80 FT., N 76 DEG 20 MIN E, IN NW.
 CU0344'CORNER OF CONCRETE RESERVOIR.
 CU0344'
 CU0344'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED ---STANDPIPE NO. 2
 CU0344'1949---, IN CONCRETE POST, 3 FT. S. OF CONCRETE RESERVOIR, 146.61
 CU0344'FT., S 06 DEG 16 MIN W.
 CU0344
 CU0344                          STATION RECOVERY (1961)
 CU0344
 CU0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0344'2.1 MI SE FROM COLORADO CITY.
 CU0344'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0344'STATION AT COLORADO CITY, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY
 CU0344'208, THENCE 0.1 MILE WEST ALONG A DIRT ROAD TO A STEEL STANDPIPE, 376
 CU0344'FEET WEST OF THE SOUTHWEST CORNER OF A BRICK SCHOOLHOUSE, 86 FEET
 CU0344'NORTHWEST OF THE NORTHWEST SIDE OF THE STANDPIPE, SET IN THE CENTER OF
 CU0344'THE TOP OF AN ABANDONED 2X4 FOOT CONCRETE FOUNDATION, 37 1/2 FEET
 CU0344'SOUTH OF THE SOUTH SIDE OF A CONCRETE RESERVOIR, 28 FEET NORTH OF THE
 CU0344'NORTHEAST CORNER OF A SMALL BRICK BUILDING, 146.6 FEET WEST OF
 CU0344'STANDPIPE R.M. 2, 94.8 FEET SOUTHEAST OF STANDPIPE R.M. 1, AND
 CU0344'PROJECTING 10 INCHES ON THE NORTH SIDE.
 CU0344
 CU0344                          STATION RECOVERY (1982)
 CU0344
 CU0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0344'1.8 KM (1.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION
 CU0344'WITH STATE HIGHWAY 208 IN COLORADO CITY, THENCE 2.8 KM (1.75 MI)
 CU0344'SOUTHEASTERLY ALONG STATE HIGHWAY 208 SOUTH, THENCE 0.2 KM (0.1 MI)
 CU0344'WEST ALONG A GRAVELED ROAD TO THE CITY WATER STANDPIPE, IN THE CENTER
 CU0344'OF A 1 BY 3 FT CONCRETE PAD, 114.6 METERS (376.0 FT) WEST OF THE
 CU0344'SOUTHWEST CORNER OF A BRICK SCHOOLHOUSE, 26.9 METERS (88.3 FT)
 CU0344'NORTHWEST OF THE STANDPIPE, 11.4 METERS (37.4 FT) SOUTH OF THE CENTER
 CU0344'OF AN ABANDONED CONCRETE FOUNDATION OF A RESERVOIR AND 8.6 METERS
 CU0344'(28.2 FT) NORTH OF THE NORTHEAST CORNER OF A SMALL BRICK BUILDING.
 CU0344'THE MARK IS 0.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0655 ***********************************************************************
 DO0655  DESIGNATION -  STANFIELD CONTINENTAL PIPE MOCROWAVE
 DO0655  PID         -  DO0655
 DO0655  STATE/COUNTY-  TX/CLAY
 DO0655  USGS QUAD   -  RIVERLAND CEMETERY (1985)
 DO0655
 DO0655                         *CURRENT SURVEY CONTROL
 DO0655  ___________________________________________________________________
 DO0655* NAD 83(1993)-  33 58 13.18839(N)    098 02 21.63838(W)     ADJUSTED  
 DO0655* NAVD 88     -                                                        
 DO0655  ___________________________________________________________________
 DO0655  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 DO0655  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DO0655
 DO0655  HORZ ORDER  -  THIRD
 DO0655
 DO0655.The horizontal coordinates were established by classical geodetic methods
 DO0655.and adjusted by the National Geodetic Survey in February 1996..
 DO0655
 DO0655
 DO0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0655
 DO0655.The geoid height was determined by GEOID03.
 DO0655
 DO0655;                    North         East     Units Scale Factor Converg.
 DO0655;SPC TXNC     - 2,255,559.240   642,572.304   MT  1.00000102   +0 15 04.5
 DO0655;SPC TXNC     - 7,400,113.94  2,108,172.63   sFT  1.00000102   +0 15 04.5
 DO0655;UTM  14      - 3,759,281.986   588,746.906   MT  0.99969709   +0 32 12.5
 DO0655
 DO0655                          SUPERSEDED SURVEY CONTROL
 DO0655
 DO0655  NAD 83(1993)-  33 58 13.18813(N)    098 02 21.63855(W) AD(       ) 4
 DO0655  NAD 83(1986)-  33 58 13.19107(N)    098 02 21.62749(W) AD(       ) 4
 DO0655  NAD 27      -  33 58 12.83870(N)    098 02 20.49426(W) AD(       ) 3
 DO0655
 DO0655.Superseded values are not recommended for survey control.
 DO0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0655.See file dsdata.txt to determine how the superseded data were derived.
 DO0655
 DO0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC8874759282(NAD 83)
 DO0655_MARKER: 44 = MICROWAVE MAST
 DO0655
 DO0655  HISTORY     - Date     Condition        Report By
 DO0655  HISTORY     - 1965     FIRST OBSERVED   CGS
 DO0655  HISTORY     - 1968     GOOD             CGS
 DO0655
 DO0655                          STATION DESCRIPTION
 DO0655
 DO0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0655'THE STATION IS THE CENTER OF THE TOP OF A 260 FOOT HIGH, RED AND
 DO0655'WHITE STEEL MAST.  IT IS LOCATED 2 MILES WEST OF THE SMALL COMMUNITY
 DO0655'OF STANFIELD AND 200 FEET SOUTH OF FARM ROAD 2332.
 DO0655
 DO0655                          STATION RECOVERY (1968)
 DO0655
 DO0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 DO0655'STATION IS LOCATED ON A HIGH HILL, IN PASTURE, ABOUT 15 MILES
 DO0655'NORTHEAST OF HENRIETTA, TEXAS, 5 MILES SOUTHWEST OF RYAN, OKLAHOMA,
 DO0655'2 MILES WEST OF THE RED RIVER AND 350 FEET SOUTH OF TEXAS FARM
 DO0655'ROAD 2332.
 DO0655'
 DO0655'A TRIANGULAR SHAPED, PEDESTAL TYPE STEEL MAST, 250 FEET IN
 DO0655'HEIGHT, PAINTED RED-WHITE ALTERNATE SECTIONS AND HAS A RED LIGHT
 DO0655'AND TWO TRANSMITTING FANS MOUNTED AT TOP.
 DO0655'
 DO0655'POINT INTERSECTED WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6860 ***********************************************************************
 AW6860  DESIGNATION -  STANGER
 AW6860  PID         -  AW6860
 AW6860  STATE/COUNTY-  TX/BRAZORIA
 AW6860  USGS QUAD   -  BRAZORIA (1952)
 AW6860
 AW6860                         *CURRENT SURVEY CONTROL
 AW6860  ___________________________________________________________________
 AW6860* NAD 83(1993)-  29 04 36.10955(N)    095 33 15.56654(W)     ADJUSTED  
 AW6860* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AW6860  ___________________________________________________________________
 AW6860  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW6860  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW6860
 AW6860  HORZ ORDER  -  SECOND
 AW6860
 AW6860.The horizontal coordinates were established by classical geodetic methods
 AW6860.and adjusted by the National Geodetic Survey in February 1996..
 AW6860
 AW6860.The orthometric height was scaled from a topographic map.
 AW6860
 AW6860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6860
 AW6860.The geoid height was determined by GEOID03.
 AW6860
 AW6860;                    North         East     Units Scale Factor Converg.
 AW6860;SPC TXSC     - 4,142,739.313   935,403.731   MT  0.99987333   +1 41 17.1
 AW6860;SPC TXSC     -13,591,637.23  3,068,903.74   sFT  0.99987333   +1 41 17.1
 AW6860;UTM  15      - 3,219,177.778   251,349.118   MT  1.00036301   -1 14 31.2
 AW6860
 AW6860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6860!SPC TXSC     -   1.00000294  x   0.99987333  =   0.99987627
 AW6860!UTM  15      -   1.00000294  x   1.00036301  =   1.00036595
 AW6860
 AW6860:                Primary Azimuth Mark                     Grid Az
 AW6860:SPC TXSC     -  PRISON                                   081 23 39.6
 AW6860:UTM  15      -  PRISON                                   084 19 27.9
 AW6860
 AW6860|---------------------------------------------------------------------|
 AW6860| PID    Reference Object                     Distance      Geod. Az  |
 AW6860|                                                           dddmmss.s |
 AW6860| AW6866 PRISON                              APPROX. 4.2 KM 0830456.7 |
 AW6860| CV6813 STANGER RM 1                         32.739 METERS 18821     |
 AW6860| AW6859 BRAZORIA MUNICIPAL TANK             APPROX. 3.8 KM 2054559.2 |
 AW6860| CV6812 STANGER AZ MK                                      2933641.7 |
 AW6860| CV6814 STANGER RM 2                         24.512 METERS 31333     |
 AW6860|---------------------------------------------------------------------|
 AW6860
 AW6860                          SUPERSEDED SURVEY CONTROL
 AW6860
 AW6860  NAD 83(1986)-  29 04 36.12112(N)    095 33 15.54845(W) AD(       ) 2
 AW6860  NAD 27      -  29 04 35.23400(N)    095 33 14.75000(W) AD(       ) 2
 AW6860
 AW6860.Superseded values are not recommended for survey control.
 AW6860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6860.See file dsdata.txt to determine how the superseded data were derived.
 AW6860
 AW6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5134919178(NAD 83)
 AW6860_MARKER: DS = TRIANGULATION STATION DISK
 AW6860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6860
 AW6860  HISTORY     - Date     Condition        Report By
 AW6860  HISTORY     - 1954     MONUMENTED       CGS
 AW6860  HISTORY     - 1957     SEE DESCRIPTION  CGS
 AW6860
 AW6860                          STATION DESCRIPTION
 AW6860
 AW6860'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6860'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF WEST COLUMBIA,
 AW6860'2 MILES NORTH OF BRAZORIA, 1 MILE WEST OF THE BROZOS RIVER,
 AW6860'AND ON PROPERTY OWNED BY PRESTON ROBERTS OF ANGLETON.
 AW6860'
 AW6860'REACH FROM THE NORTH END OF THE BRAZOS RIVER BRIDGE ON STATE
 AW6860'HIGHWAY 521 IN OLD BRAZORIA BY GOING NORTHERLY ON HIGHWAY
 AW6860'521 FOR 1.55 MILES TO A WIRE GATE AND STATION ON THE LEFT AS
 AW6860'DESCRIBED.
 AW6860'
 AW6860'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 AW6860'A TRACK ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 AW6860'AS DESCRIBED.
 AW6860'
 AW6860'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6860'IS 60 FEET NORTHEAST OF A 30-INCH OAK TREE, 58 FEET WEST OF THE
 AW6860'APPROXIMATE CENTER OF HIGHWAY 521, 53 FEET NORTHWEST OF THE
 AW6860'NORTH POST OF A GATE, AND 2.5 FEET NORTHEAST OF A WITNESS
 AW6860'POST.  THE DISK IS STAMPED STANGER 1954, AND THE MARK PROJECTS
 AW6860'2 INCHES.
 AW6860'
 AW6860'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AW6860'MONUMENT, IS 43 FEET WEST OF THE APPROXIMATE CENTER OF HIGHWAY
 AW6860'521, 41 FEET SOUTH OF THE SOUTH POST OF THE GATE, AND 1
 AW6860'FOOT WEST OF A FENCE ON THE HIGHWAY RIGHT-OF-WAY.  THE DISK
 AW6860'IS STAMPED STANGER NO 1 1954, AND THE MARK PROJECTS 3 INCHES.
 AW6860'
 AW6860'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AW6860'MONUMENT, IS 90 FEET WEST OF THE RIGHT-OF-WAY FENCE AND 76
 AW6860'FEET NORTH OF THE 30-INCH OAK TREE.  THE DISK IS STAMPED
 AW6860'STANGER NO 2 1954, AND THE MARK PROJECTS 3 INCHES.
 AW6860'
 AW6860'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6860'IS 48 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD,
 AW6860'21 FEET EAST OF A 24-INCH OAK TREE, AND 2 FEET SOUTH OF A
 AW6860'WITNESS POST.  THE MARK IS STAMPED STANGER 1954, AND THE MARK
 AW6860'PROJECTS 4 INCHES.
 AW6860'
 AW6860'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AW6860
 AW6860                          STATION RECOVERY (1957)
 AW6860
 AW6860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 AW6860'ALL SURFACE MARKS INCLUDING THE AZIMUTH MARK AT THIS STATION
 AW6860'HAVE BEEN DESTROYED.  THE SUB MARK WAS RECOVERED AND A NEW
 AW6860'SURFACE STATION MARK AND TWO REFERENCE MARKS WERE ESTABLISHED.
 AW6860'A REVISED DESCRIPTION IS AS FOLLOWS.  THE STATION IS ABOUT
 AW6860'2 MILES NORTH, NORTHEAST OF BRAZORIA AND 1 MILE EAST OF THE
 AW6860'BRAZOR RIVER, ALONG THE WEST SIDE OF HIGHWAY NO. 521 AND ABOUT
 AW6860'50 YARDS SOUTH OF MC FADDEN SLOUGH.  IT IS 01.5 MILES NORTH
 AW6860'OF THE NORTH END OF THE BRAZOR RIVER BRIDGE.
 AW6860'
 AW6860'THE STATION IS MARKED WITH A STANDARD DISK STAMPED STANGER
 AW6860'1954 1957 IN A CONCRETE MONUMENT ABOUT 2 FEET IN DIAMETER
 AW6860'AND FLUSH WITH THE SURFACE OF THE GROUND, 3 FEET EAST OF THE
 AW6860'WEST RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY AND 60 FEET NORTH
 AW6860'OF THE CENTERLINE OF A GATE AND ROAD LEADING WEST INTO THE
 AW6860'CULTIVATED FIELD.  IT IS 129 FEET SOUTHWEST FROM THE SOUTHWEST
 AW6860'CORNER OF THE HIGHWAY BRIDGE OVER THE SLOUGH, AND 60 FEET
 AW6860'NORTHEAST OF A 30 INCH OAK TREE.
 AW6860'
 AW6860'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED STANGER 1954
 AW6860'NO. 3 1957 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 AW6860'IT IS 7 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND 30 FEET
 AW6860'NORTH OF THE CENTERLINE OF THE FARM ROAD LEADING WEST.
 AW6860'
 AW6860'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED STANGER 1954
 AW6860'NO. 4 1957 IN A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 AW6860'IT IS ABOUT 30 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE
 AW6860'OF THE HIGHWAY, 35 FEET SOUTH OF THE FENCE LINE ALONG THE
 AW6860'SOUTH SIDE OF MC FADDEN SLOUGH AND IS 8 FEET SOUTHEAST OF A
 AW6860'30 INCH OAK TREE.
 AW6860'
 AW6860'THE STATION IS SURROUNDED BY TALL TIMBER AND AN INITIAL STATION
 AW6860'WAS NOT AVAILABLE FOR LOCATING AN AZIMUTH MARK.
 AW6860'
 AW6860'TO REACH THE STATION FROM BRAZORIA.  GO EAST ON HIGHWAY NO.
 AW6860'521 FROM THE MAIN HIGHWAY JUNCTION, 01.0 MILE TO THE BRAZOS
 AW6860'RIVER.  THEN CONTINUE NORTH ON THE HIGHWAY, NO. 521, 01.5
 AW6860'MILES TO THE GATE ON THE LEFT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1628 ***********************************************************************
 FL1628  DESIGNATION -  STANO
 FL1628  PID         -  FL1628
 FL1628  STATE/COUNTY-  TX/GRAY
 FL1628  USGS QUAD   -  LAKE MC CONNELL (1965)
 FL1628
 FL1628                         *CURRENT SURVEY CONTROL
 FL1628  ___________________________________________________________________
 FL1628* NAD 83(1993)-  35 33 40.52765(N)    101 04 35.29332(W)     ADJUSTED  
 FL1628* NAVD 88     -      1008.     (meters)    3307.     (feet)  SCALED    
 FL1628  ___________________________________________________________________
 FL1628  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FL1628  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1628
 FL1628  HORZ ORDER  -  FIRST
 FL1628
 FL1628.The horizontal coordinates were established by classical geodetic methods
 FL1628.and adjusted by the National Geodetic Survey in February 1996..
 FL1628
 FL1628.The orthometric height was scaled from a topographic map.
 FL1628
 FL1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1628
 FL1628.The geoid height was determined by GEOID03.
 FL1628
 FL1628;                    North         East     Units Scale Factor Converg.
 FL1628;SPC TX N     - 1,173,283.332   238,393.970   MT  0.99991399   +0 14 43.6
 FL1628;SPC TX N     - 3,849,347.07    782,130.88   sFT  0.99991399   +0 14 43.6
 FL1628;UTM  14      - 3,937,271.060   311,808.108   MT  1.00003645   -1 12 28.7
 FL1628
 FL1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1628!SPC TX N     -   0.99984590  x   0.99991399  =   0.99975990
 FL1628!UTM  14      -   0.99984590  x   1.00003645  =   0.99988234
 FL1628
 FL1628:                Primary Azimuth Mark                     Grid Az
 FL1628:SPC TX N     -  STANO AZ MK                              087 20 04.3
 FL1628:UTM  14      -  STANO AZ MK                              088 47 16.6
 FL1628
 FL1628|---------------------------------------------------------------------|
 FL1628| PID    Reference Object                     Distance      Geod. Az  |
 FL1628|                                                           dddmmss.s |
 FL1628| CJ8549 STANO AZ MK                                        0873447.9 |
 FL1628| CJ8550 STANO RM 1                           20.378 METERS 09313     |
 FL1628| FL2045 PAMPA CITY WATER TANK 1             APPROX.10.7 KM 1055049.9 |
 FL1628| FL1635 SKELLYTOWN N NATURAL GAS MAST       APPROX. 9.4 KM 2825259.2 |
 FL1628| CJ8551 STANO RM 2                           21.700 METERS 28552     |
 FL1628|---------------------------------------------------------------------|
 FL1628
 FL1628                          SUPERSEDED SURVEY CONTROL
 FL1628
 FL1628  NAD 83(1993)-  35 33 40.52898(N)    101 04 35.29168(W) AD(       ) 1
 FL1628  NAD 83(1986)-  35 33 40.53370(N)    101 04 35.28269(W) AD(       ) 1
 FL1628  NAD 27      -  35 33 40.37400(N)    101 04 33.73100(W) AD(       ) 1
 FL1628
 FL1628.Superseded values are not recommended for survey control.
 FL1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1628.See file dsdata.txt to determine how the superseded data were derived.
 FL1628
 FL1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1180837271(NAD 83)
 FL1628_MARKER: DS = TRIANGULATION STATION DISK
 FL1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1628
 FL1628  HISTORY     - Date     Condition        Report By
 FL1628  HISTORY     - 1951     MONUMENTED       CGS
 FL1628  HISTORY     - 1956     GOOD             CGS
 FL1628
 FL1628                          STATION DESCRIPTION
 FL1628
 FL1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1628'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW RIDGE,
 FL1628'ABOUT 8 MILES EAST OF SKELLYTOWN, 7 MILES WEST NORTHWEST OF
 FL1628'PAMPA, 1/2 MILE EAST OF THE GRAY-CARSON COUNTY LINE, 50 FEET
 FL1628'WEST OF THE WEST END OF THE CATTLE GUARD, 29 FEET SOUTH OF
 FL1628'THE CENTERLINE OF THE PAVED ROAD AND 5 FEET SOUTH OF A WHITE
 FL1628'WITNESS POST.
 FL1628'
 FL1628'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 FL1628'HIGHWAY 152 AT THE SOUTHWEST EDGE OF PAMPA, GO NORTH AND WEST,
 FL1628'ON STATE HIGHWAY 152, FOR 5.5 MILES TO CROSS ROADS.  TURN
 FL1628'RIGHT, AND GO NORTH 2.0 MILES TO CROSS ROADS.  TURN LEFT,
 FL1628'AND GO WEST 0.4 MILE TO THE AZIMUTH MARK.  CONTINUE WEST 0.5
 FL1628'MILE TO CATTLE GUARD ON LEFT SIDE OF ROAD AND THE STATION.
 FL1628'
 FL1628'THE STATION MARK IS A STANDARD DISK, STAMPED STANO 1951,
 FL1628'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1628'PROJECTS ABOUT 4 INCHES.
 FL1628'
 FL1628'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED STANO
 FL1628'NO 1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1628'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1628'AS THE STATION.  IT IS LOCATED 35 FEET SOUTH OF THE CENTERLINE
 FL1628'OF THE PAVED ROAD AND 7 FEET WEST OF SOUTHWEST EDGE OF THE
 FL1628'CATTLE GUARD.
 FL1628'
 FL1628'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED STANO
 FL1628'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1628'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1628'AS THE STATION.  IT IS LOCATED 24 FEET SOUTH OF THE CENTERLINE
 FL1628'OF THE PAVED ROAD AND 14 INCHES SOUTH OF AN EAST-WEST FENCELINE.
 FL1628'
 FL1628'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED STANO 1951,
 FL1628'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1628'PROJECTS ABOUT 6 INCHES.  IT IS LOCATED 24 FEET NORTH OF
 FL1628'THE CENTERLINE OF THE PAVED ROAD AND 1-1/2 FEET SOUTH OF AN
 FL1628'EAST-WEST FENCELINE.
 FL1628'
 FL1628'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 FL1628
 FL1628                          STATION RECOVERY (1956)
 FL1628
 FL1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL1628'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1628'IN GOOD CONDITION AS DESCRIBED.  NO EFFORT MADE TO RECOVER
 FL1628'AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 FL1628'ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0910 ***********************************************************************
 CB0910  DESIGNATION -  STANOK 5 RESET
 CB0910  PID         -  CB0910
 CB0910  STATE/COUNTY-  TX/TOM GREEN
 CB0910  USGS QUAD   -  MOUNT NEBO (1978)
 CB0910
 CB0910                         *CURRENT SURVEY CONTROL
 CB0910  ___________________________________________________________________
 CB0910* NAD 83(1993)-  31 31 04.32855(N)    100 30 41.80987(W)     ADJUSTED  
 CB0910* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 CB0910  ___________________________________________________________________
 CB0910  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CB0910  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0910
 CB0910  HORZ ORDER  -  SECOND
 CB0910
 CB0910.The horizontal coordinates were established by classical geodetic methods
 CB0910.and adjusted by the National Geodetic Survey in February 1996..
 CB0910
 CB0910.The orthometric height was scaled from a topographic map.
 CB0910
 CB0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0910
 CB0910.The geoid height was determined by GEOID03.
 CB0910
 CB0910;                    North         East     Units Scale Factor Converg.
 CB0910;SPC TX C     - 3,205,232.322   683,067.483   MT  0.99992224   -0 05 30.6
 CB0910;SPC TX C     -10,515,833.04  2,241,030.57   sFT  0.99992224   -0 05 30.6
 CB0910;UTM  14      - 3,487,987.058   356,470.317   MT  0.99985409   -0 47 25.3
 CB0910
 CB0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0910!SPC TX C     -   0.99991193  x   0.99992224  =   0.99983418
 CB0910!UTM  14      -   0.99991193  x   0.99985409  =   0.99976604
 CB0910
 CB0910|---------------------------------------------------------------------|
 CB0910| PID    Reference Object                     Distance      Geod. Az  |
 CB0910|                                                           dddmmss.s |
 CB0910| CV6397 STANOK 5 RM 1                        15.974 METERS 11235     |
 CB0910| CV6398 STANOK 5 RM 2                        14.258 METERS 22235     |
 CB0910| CV6396 STANOK 5 AZ MK                                     3011142.0 |
 CB0910|---------------------------------------------------------------------|
 CB0910
 CB0910                          SUPERSEDED SURVEY CONTROL
 CB0910
 CB0910  NAD 83(1986)-  31 31 04.33528(N)    100 30 41.79552(W) AD(       ) 2
 CB0910  NAD 27      -  31 31 03.76300(N)    100 30 40.44900(W) AD(       ) 2
 CB0910
 CB0910.Superseded values are not recommended for survey control.
 CB0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0910.See file dsdata.txt to determine how the superseded data were derived.
 CB0910
 CB0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5647087987(NAD 83)
 CB0910_MARKER: DD = SURVEY DISK
 CB0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0910
 CB0910  HISTORY     - Date     Condition        Report By
 CB0910  HISTORY     - 1943     MONUMENTED       CGS
 CB0910
 CB0910                          STATION DESCRIPTION
 CB0910
 CB0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0910'STATION IS LOCATED ABOUT 6.0 MILES NW OF SAN ANGELO IN THE NE
 CB0910'CORNER OF THE PULLIAM SCHOOLYARD.  IT IS 283 FEET NE OF THE NE
 CB0910'CORNER OF THE PULLIAM SCHOOL, 199 FEET N OF THE MAIN GATE TO THE
 CB0910'SCHOOLYARD, AND 55 FEET W OF THE CENTER LINE OF U.S. HIGHWAY
 CB0910'87.  IT IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET IN A 6-
 CB0910'BY 6-INCH PRECAST CONCRETE POST PROJECTING ABOUT 3 INCHES, AND
 CB0910'STAMPED NO K-5 1918 1923 1943.
 CB0910'
 CB0910'REFERENCE MARK 1 IS S OF THE STATION, 1 FOOT W OF THE N-S FENCE
 CB0910'LINE AROUND THE SCHOOLYARD.  IT IS STAMPED STANOK NO 5 NO 1
 CB0910'1943, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 CB0910'5 INCHES.  A BRONZE REFERENCE DISK.
 CB0910'
 CB0910'REFERENCE MARK 2 IS W OF THE STATION, 1 FOOT S OF THE E-W FENCE
 CB0910'LINE AROUND THE SCHOOLYARD.  IT IS STAMPED STANOK NO 5 NO 2 1943,
 CB0910'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 CB0910'A BRONZE REFERENCE DISK.
 CB0910'
 CB0910'AZIMUTH MARK IS 0.3 MILE NE OF THE STATION, 50 FEET E OF THE
 CB0910'CENTER LINE OF U.S. HIGHWAY 87, AND 1 FOOT W OF A N-S FENCE
 CB0910'LINE.  IT IS STAMPED STANOK NO 5 1943, AND SET IN THE TOP OF A
 CB0910'CONCRETE POST PROJECTING ABOUT 6 INCHES.  TO REACH FROM THE
 CB0910'STATION, CONTINUE N ON U.S. HIGHWAY 87 FOR 0.3 MILE TO THE MARK
 CB0910'ON THE RIGHT IN FENCE LINE AS DESCRIBED.  A BRONZE AZIMUTH DISK.
 CB0910'
 CB0910'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND
 CB0910'87 IN SAN ANGELO, GO NW ON HIGHWAY 87 FOR 6.15 MILES TO THE
 CB0910'PULLIAM SCHOOLHOUSE ON THE LEFT AND STATION AS DESCRIBED.
 CB0910'
 CB0910'OBSERVATIONS MADE FROM AN 18-FOOT WOODEN STAND.
 CB0910'
 CB0910'HEIGHT OF LIGHT ABOVE STATION MARK-6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0628 ***********************************************************************
 BN0628  DESIGNATION -  STANTON
 BN0628  PID         -  BN0628
 BN0628  STATE/COUNTY-  TX/BLANCO
 BN0628  USGS QUAD   -  MONUMENT HILL (1963)
 BN0628
 BN0628                         *CURRENT SURVEY CONTROL
 BN0628  ___________________________________________________________________
 BN0628* NAD 83(1993)-  30 13 50.47272(N)    098 22 49.98955(W)     ADJUSTED  
 BN0628* NAVD 88     -       506.     (meters)    1660.     (feet)  SCALED    
 BN0628  ___________________________________________________________________
 BN0628  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 BN0628  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 BN0628
 BN0628  HORZ ORDER  -  FIRST
 BN0628
 BN0628.The horizontal coordinates were established by classical geodetic methods
 BN0628.and adjusted by the National Geodetic Survey in February 1996..
 BN0628
 BN0628.The orthometric height was scaled from a topographic map.
 BN0628
 BN0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0628
 BN0628.The geoid height was determined by GEOID03.
 BN0628
 BN0628;                    North         East     Units Scale Factor Converg.
 BN0628;SPC TX C     - 3,064,175.697   887,964.228   MT  0.99997152   +1 00 20.9
 BN0628;SPC TX C     -10,053,049.77  2,913,262.64   sFT  0.99997152   +1 00 20.9
 BN0628;SPC TXSC     - 4,265,858.478   659,628.290   MT  0.99998522   +0 18 12.5
 BN0628;SPC TXSC     -13,995,570.69  2,164,130.48   sFT  0.99998522   +0 18 12.5
 BN0628;UTM  14      - 3,344,510.008   559,606.176   MT  0.99964383   +0 18 42.8
 BN0628
 BN0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0628!SPC TX C     -   0.99992425  x   0.99997152  =   0.99989577
 BN0628!SPC TXSC     -   0.99992425  x   0.99998522  =   0.99990947
 BN0628!UTM  14      -   0.99992425  x   0.99964383  =   0.99956811
 BN0628
 BN0628|---------------------------------------------------------------------|
 BN0628| PID    Reference Object                     Distance      Geod. Az  |
 BN0628|                                                           dddmmss.s |
 BN0628| CV6400 STANTON RM 1                         16.971 METERS 19824     |
 BN0628| CV6399 STANTON AZ MK                                      3174334.7 |
 BN0628| BN0635 JOHNSON CITY MUNICIPAL TANK         APPROX. 5.6 KM 3305659.5 |
 BN0628| CV6401 STANTON RM 2                          9.771 METERS 33707     |
 BN0628|---------------------------------------------------------------------|
 BN0628
 BN0628                          SUPERSEDED SURVEY CONTROL
 BN0628
 BN0628  NAD 83(1986)-  30 13 50.48351(N)    098 22 49.97412(W) AD(       ) 1
 BN0628  NAD 27      -  30 13 49.75660(N)    098 22 48.90370(W) AD(       ) 1
 BN0628
 BN0628.Superseded values are not recommended for survey control.
 BN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0628.See file dsdata.txt to determine how the superseded data were derived.
 BN0628
 BN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5960644510(NAD 83)
 BN0628_MARKER: DS = TRIANGULATION STATION DISK
 BN0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0628
 BN0628  HISTORY     - Date     Condition        Report By
 BN0628  HISTORY     - 1956     MONUMENTED       CGS
 BN0628
 BN0628                          STATION DESCRIPTION
 BN0628
 BN0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0628'THE STATION IS ABOUT 4 MILES SOUTHEAST OF JOHNSON CITY, 0.2
 BN0628'MILE EAST OF U.S. HIGHWAY 290, ON THE SUMMIT OF A PROMINENT
 BN0628'HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY
 BN0628'AND ON LAND OWNED BY J.E. STANTON.  IT IS 6 FEET WEST OF A
 BN0628'4 IN X 4 IN WHITE WITNESS POST.
 BN0628'
 BN0628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BN0628'281 AND 290 IN JOHNSON CITY, GO SOUTHEAST ON U.S. HIGHWAY
 BN0628'290 FOR 2.55 MILES TO THE ENTRANCE TO THE STANTON RANCH
 BN0628'ON THE LEFT, CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.95 MILE TO
 BN0628'THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHEAST ON THE HIGHWAY
 BN0628'FOR 0.65 MILE TO A GATE ON THE LEFT AT THE TOP OF A HILL, TURN
 BN0628'LEFT, PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD EAST
 BN0628'AND NORTH FOR 0.7 MILE TO A 3-WAY JUNCTION, TURN LEFT AND
 BN0628'FOLLOW A TRACK ROAD UP A DRAW FOR 0.65 MILE TO THE
 BN0628'HIGHEST POINT AND THE STATION.
 BN0628'
 BN0628'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0628'STANTON 1956.
 BN0628'
 BN0628'REFERENCE MARK 1 IS 56 FEET SOUTH OF THE WITNESS POST.  THE
 BN0628'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED STANTON
 BN0628'NO 1 1956.
 BN0628'
 BN0628'REFERENCE MARK 2 IS 37 FEET NORTHWEST OF THE WITNESS POST.
 BN0628'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BN0628'STANTON NO 2 1956.
 BN0628'
 BN0628'THE AZIMUTH MARK IS 42 FEET NORTHEAST OF THE CENTER OF THE
 BN0628'HIGHWAY, 34 FEET NORTHWEST OF THE CENTER OF A GATE AND AN
 BN0628'ENTRANCE DRIVE, 7 FEET SOUTHWEST OF A FENCE AND 4 FEET SOUTH
 BN0628'OF A 4 IN X 4 IN WHITE WITNESS POST.  THE MARK PROJECTS 4
 BN0628'INCHES, AND THE DISK IS STAMPED STANTON 1956.
 BN0628'
 BN0628'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1129 ***********************************************************************
 CU1129  DESIGNATION -  STANTON MARTIN CO CTHSE DOME
 CU1129  PID         -  CU1129
 CU1129  STATE/COUNTY-  TX/MARTIN
 CU1129  USGS QUAD   -  STANTON (1966)
 CU1129
 CU1129                         *CURRENT SURVEY CONTROL
 CU1129  ___________________________________________________________________
 CU1129* NAD 83(1993)-  32 07 52.47197(N)    101 47 27.87615(W)     ADJUSTED  
 CU1129* NAVD 88     -                                                        
 CU1129  ___________________________________________________________________
 CU1129  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CU1129  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 CU1129
 CU1129  HORZ ORDER  -  THIRD
 CU1129
 CU1129.The horizontal coordinates were established by classical geodetic methods
 CU1129.and adjusted by the National Geodetic Survey in February 1996..
 CU1129
 CU1129
 CU1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1129
 CU1129.The geoid height was determined by GEOID03.
 CU1129
 CU1129;                    North         East     Units Scale Factor Converg.
 CU1129;SPC TXNC     - 2,056,382.223   289,510.224   MT  1.00000058   -1 47 41.8
 CU1129;SPC TXNC     - 6,746,647.34    949,834.79   sFT  1.00000058   -1 47 41.8
 CU1129;SPC TX C     - 3,274,132.466   562,443.302   MT  1.00007601   -0 45 03.0
 CU1129;SPC TX C     -10,741,882.93  1,845,282.73   sFT  1.00007601   -0 45 03.0
 CU1129;UTM  14      - 3,558,395.621   236,698.543   MT  1.00045505   -1 29 07.1
 CU1129
 CU1129                          SUPERSEDED SURVEY CONTROL
 CU1129
 CU1129  NAD 83(1986)-  32 07 52.47733(N)    101 47 27.86699(W) AD(       ) 4
 CU1129  NAD 27      -  32 07 52.03400(N)    101 47 26.39400(W) AD(       ) 3
 CU1129
 CU1129.Superseded values are not recommended for survey control.
 CU1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1129.See file dsdata.txt to determine how the superseded data were derived.
 CU1129
 CU1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA3669958396(NAD 83)
 CU1129_MARKER: 87 = DOME
 CU1129
 CU1129  HISTORY     - Date     Condition        Report By
 CU1129  HISTORY     - 1932     FIRST OBSERVED   CGS
 CU1129  HISTORY     - 1970     GOOD             NGS
 CU1129
 CU1129                          STATION DESCRIPTION
 CU1129
 CU1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CU1129'STATION RECOVERED IN GOOD CONDITION.  IT IS A YELLOW BRICK
 CU1129'BUILDING SURMOUNTED BY A DOME WHICH IS PAINTED SILVER COLOR.
 CU1129'LOCATED 0.15 MILE NORTH OF U.S. HIGHWAY 80, IN CENTER OF
 CU1129'COURTHOUSE SQUARE IN STANTON, BETWEEN ST. JOSEPH AND ST. PETER
 CU1129'STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1128 ***********************************************************************
 CU1128  DESIGNATION -  STANTON MUNICIPAL TANK
 CU1128  PID         -  CU1128
 CU1128  STATE/COUNTY-  TX/MARTIN
 CU1128  USGS QUAD   -  STANTON (1966)
 CU1128
 CU1128                         *CURRENT SURVEY CONTROL
 CU1128  ___________________________________________________________________
 CU1128* NAD 83(1993)-  32 07 54.38252(N)    101 47 29.12007(W)     ADJUSTED  
 CU1128* NAVD 88     -                                                        
 CU1128  ___________________________________________________________________
 CU1128  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CU1128  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 CU1128
 CU1128  HORZ ORDER  -  THIRD
 CU1128
 CU1128.The horizontal coordinates were established by classical geodetic methods
 CU1128.and adjusted by the National Geodetic Survey in February 1996..
 CU1128
 CU1128
 CU1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1128
 CU1128.The geoid height was determined by GEOID03.
 CU1128
 CU1128;                    North         East     Units Scale Factor Converg.
 CU1128;SPC TXNC     - 2,056,442.066   289,479.480   MT  1.00000043   -1 47 42.4
 CU1128;SPC TXNC     - 6,746,843.68    949,733.93   sFT  1.00000043   -1 47 42.4
 CU1128;SPC TX C     - 3,274,191.743   562,411.470   MT  1.00007620   -0 45 03.6
 CU1128;SPC TX C     -10,742,077.41  1,845,178.30   sFT  1.00007620   -0 45 03.6
 CU1128;UTM  14      - 3,558,455.323   236,667.462   MT  1.00045526   -1 29 07.9
 CU1128
 CU1128                          SUPERSEDED SURVEY CONTROL
 CU1128
 CU1128  NAD 83(1986)-  32 07 54.38786(N)    101 47 29.11083(W) AD(       ) 4
 CU1128  NAD 27      -  32 07 53.94200(N)    101 47 27.62800(W) AD(       ) 3
 CU1128
 CU1128.Superseded values are not recommended for survey control.
 CU1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1128.See file dsdata.txt to determine how the superseded data were derived.
 CU1128
 CU1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA3666758455(NAD 83)
 CU1128_MARKER: 53 = ELEVATED TANK
 CU1128
 CU1128  HISTORY     - Date     Condition        Report By
 CU1128  HISTORY     - 1932     FIRST OBSERVED   CGS
 CU1128  HISTORY     - 1970     GOOD             NGS
 CU1128
 CU1128                          STATION DESCRIPTION
 CU1128
 CU1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CU1128'STATION RECOVERED IN GOOD CONDITION.  IT IS A STEEL WATER TANK
 CU1128'WITH A CONICAL SHAPED ROOF, SUPPORTED BY A 4-LEGGED STEEL
 CU1128'STRUCTURE.  TANK AND ROOF PAINTED SILVER, BOTTOM OF TANK AND
 CU1128'STRUCTURE PAINTED BLACK.  LOCATED 0.2 MILE NORTH OF U.S. HIGHWAY
 CU1128'80 BETWEEN ST. JOSEPH AND ST. PETER STREETS, NORTH OF AND ACROSS
 CU1128'THE STREET FROM THE MARTIN COUNTY COURTHOUSE, 112 FEET WEST
 CU1128'OF THE CITY HALL, 58 FEET EAST OF THE MARTIN COUNTY LIBRARY,
 CU1128'AND 38 FEET NORTH OF THE NORTH CURB OF STREET.  IT IS
 CU1128'APPROXIMATELY 125 FEET IN HEIGHT.  POINT OBSERVED WAS BALL AT
 CU1128'TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1131 ***********************************************************************
 CU1131  DESIGNATION -  STANTON NORTH BASE
 CU1131  PID         -  CU1131
 CU1131  STATE/COUNTY-  TX/MARTIN
 CU1131  USGS QUAD   -  DICKENSON RANCH (1966)
 CU1131
 CU1131                         *CURRENT SURVEY CONTROL
 CU1131  ___________________________________________________________________
 CU1131* NAD 83(1993)-  32 11 38.31773(N)    101 58 50.25976(W)     ADJUSTED  
 CU1131* NAVD 88     -       853.3    (meters)    2800.     (feet)  VERTCON   
 CU1131  ___________________________________________________________________
 CU1131  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CU1131  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 CU1131
 CU1131  HORZ ORDER  -  FIRST
 CU1131
 CU1131.The horizontal coordinates were established by classical geodetic methods
 CU1131.and adjusted by the National Geodetic Survey in February 1996..
 CU1131
 CU1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1131
 CU1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1131
 CU1131.The geoid height was determined by GEOID03.
 CU1131
 CU1131;                    North         East     Units Scale Factor Converg.
 CU1131;SPC TXNC     - 2,063,911.357   271,864.239   MT  0.99998376   -1 53 53.9
 CU1131;SPC TXNC     - 6,771,349.18    891,941.26   sFT  0.99998376   -1 53 53.9
 CU1131;SPC TX C     - 3,281,338.594   544,660.998   MT  1.00009824   -0 50 54.4
 CU1131;SPC TX C     -10,765,525.04  1,786,941.96   sFT  1.00009824   -0 50 54.4
 CU1131;UTM  14      - 3,565,833.218   219,002.922   MT  1.00057385   -1 35 20.7
 CU1131;UTM  13      - 3,565,935.249   784,651.165   MT  1.00059935   +1 36 35.2
 CU1131
 CU1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1131!SPC TXNC     -   0.99986993  x   0.99998376  =   0.99985369
 CU1131!SPC TX C     -   0.99986993  x   1.00009824  =   0.99996816
 CU1131!UTM  14      -   0.99986993  x   1.00057385  =   1.00044370
 CU1131!UTM  13      -   0.99986993  x   1.00059935  =   1.00046920
 CU1131
 CU1131:                Primary Azimuth Mark                     Grid Az
 CU1131:SPC TXNC     -  STANTON NORTH BASE AZ MK 2               094 57 44.1
 CU1131:SPC TX C     -  STANTON NORTH BASE AZ MK 2               093 54 44.6
 CU1131:UTM  14      -  STANTON NORTH BASE AZ MK 2               094 39 10.9
 CU1131:UTM  13      -  STANTON NORTH BASE AZ MK 2               091 27 15.0
 CU1131
 CU1131|---------------------------------------------------------------------|
 CU1131| PID    Reference Object                     Distance      Geod. Az  |
 CU1131|                                                           dddmmss.s |
 CU1131| CI0543 STANTON NORTH BASE AZ MK 2                         0930350.2 |
 CU1131| CI0546 STANTON NORTH BASE AZ MK                           0935659.8 |
 CU1131| CI0544 STANTON NORTH BASE RM SE             23.619 METERS 14719     |
 CU1131| CI0545 STANTON NORTH BASE RM SW             25.230 METERS 24500     |
 CU1131|---------------------------------------------------------------------|
 CU1131
 CU1131                          SUPERSEDED SURVEY CONTROL
 CU1131
 CU1131  NAD 83(1986)-  32 11 38.32229(N)    101 58 50.25161(W) AD(       ) 1
 CU1131  NAD 27      -  32 11 37.89500(N)    101 58 48.76000(W) AD(       ) 1
 CU1131  NGVD 29 (07/19/86)  853.0    (m)         2799.     (f) VERT ANG       
 CU1131
 CU1131.Superseded values are not recommended for survey control.
 CU1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1131.See file dsdata.txt to determine how the superseded data were derived.
 CU1131
 CU1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA1900365833(NAD 83)
 CU1131_MARKER: P = PIPE CAP
 CU1131_SETTING: 0 = UNSPECIFIED SETTING
 CU1131
 CU1131  HISTORY     - Date     Condition        Report By
 CU1131  HISTORY     - 1909     MONUMENTED       CGS
 CU1131  HISTORY     - 1937     GOOD             CGS
 CU1131  HISTORY     - 1938     GOOD             TXHD
 CU1131  HISTORY     - 1966     GOOD             USGS
 CU1131  HISTORY     - 1970     GOOD             NGS
 CU1131
 CU1131                          STATION DESCRIPTION
 CU1131
 CU1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CU1131'ELEVEN MILES DIRECT, OR 14 MILES BY ROAD, WNW FROM STANTON,
 CU1131'A TOWN ON THE TEXAS AND PACIFIC RAILWAY, AND ABOUT 2 MILES
 CU1131'W OF THE STANTON-GAINES COUNTY PUBLIC ROAD, ON THE HIGHEST
 CU1131'PART OF A SMALL BARE KNOLL, IN THE PASTURE OF J.E. HENSON.
 CU1131'
 CU1131'SURFACE MARK IS A CAP STATION MARK SCREWED TO TOP OF A 3-INCH
 CU1131'IRON PIPE 30 INCHES LONG WHICH IS EMBEDDED IN A CYLINDER OF
 CU1131'CONCRETE 24 INCHES IN DIAMETER AND 30 INCHES LONG.
 CU1131'
 CU1131'UNDERGROUND MARK IS LARGE NAIL IN IRON PIPE SET IN CONCRETE.
 CU1131'
 CU1131'REFERENCE MARK IS LARGE NAIL IN IRON PIPE SET IN CONCRETE,
 CU1131'AND IS 23.550 METERS (77.26 FEET) FROM THE
 CU1131'STATION.
 CU1131
 CU1131                          STATION RECOVERY (1937)
 CU1131
 CU1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU1131'STATION RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 CU1131'FOLLOWING IS A NEW DESCRIPTION--
 CU1131'
 CU1131'ABOUT 12 MILES NW OF STANTON, ON THE HIGHEST POINT OF A SMALL
 CU1131'PARTLY BRUSH-COVERED KNOLL, OF SEVERAL KNOLLS, IN PASTURE LAND
 CU1131'OWNED BY E.B. DICKSON.
 CU1131'
 CU1131'SURFACE MARK IS A CAP STATION MARK SCREWED TO TOP OF 3-INCH
 CU1131'IRON PIPE AND SET IN A MASS OF CONCRETE.
 CU1131'
 CU1131'UNDERGROUND MARK IS A LARGE NAIL IN IRON PIPE SET IN CONCRETE.
 CU1131'
 CU1131'REFERENCE MARK (1909) IS A LARGE NAIL IN IRON PIPE SET IN
 CU1131'CONCRETE AND PROJECTS ABOUT 4 INCHES, IT IS SE OF STATION.
 CU1131'
 CU1131'A NEW REFERENCE MARK WAS SET.  IT IS A STANDARD BRONZE DISK
 CU1131'IN CONCRETE, AND PROJECTS 8 INCHES.  IT IS WSW OF THE
 CU1131'STATION.
 CU1131'
 CU1131'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 CU1131'AND PROJECTS 8 INCHES.  IT IS 1/2 MILE E OF THE STATION,
 CU1131'20 PACES S OF WINDMILL IN THE NW CORNER OF A FENCE ENCLOSURE.
 CU1131'
 CU1131'TO REACH FROM STANTON DEPOT, GO W ON U.S. HIGHWAY 80 FOR 9.1
 CU1131'MILES TO A GRADED DIRT SIDE ROAD N, THIS IS 1.05 MILES E OF
 CU1131'GERMANIA.  THENCE LEAVE U.S. HIGHWAY 80, TURN RIGHT AND GO N ON
 CU1131'GRADED DIRT ROAD FOR 6.75 MILES TO T-ROAD.  THENCE LEFT (W)
 CU1131'1 MILE.  THENCE RIGHT (N) 1 MILE TO WHERE MAIN ROAD TURNS W.
 CU1131'THENCE RIGHT (E) ON TRAIL ROAD 0.05 MILE TO GATE.  PASS THROUGH
 CU1131'GATE AND CONTINUE NE 0.05 MILE TO FORK.  THENCE RIGHT FORK (NE)
 CU1131'0.25 MILE TO RANCH BUILDINGS, KEEP TO RIGHT OF RANCH BUILDINGS
 CU1131'AND GO THROUGH GATE JUST E OF CORRAL AND CONTINUE N ON TRAIL
 CU1131'ROAD FOR 0.2 MILE TO GATE, PASS THROUGH GATE AND CONTINUE NE
 CU1131'ON TRAIL ROAD FOR 0.8 MILE TO WINDMILL.  THENCE LEFT (W)
 CU1131'ACROSS COUNTRY 0.5 MILE TO TOP OF KNOLL AND STATION.
 CU1131
 CU1131                          STATION RECOVERY (1938)
 CU1131
 CU1131'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU1131'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CU1131'
 CU1131'TO REACH THE STATION FROM MIDLAND, MARTIN COUNTY LINE, ON
 CU1131'U.S. HIGHWAY 80 DRIVE EASTERLY FOR 2.15 MILES TO A ROAD TO
 CU1131'THE LEFT.  TURN LEFT OR N ON GRADED ROAD AND GO 7.0 MILES TO
 CU1131'T-ROAD.  TURN LEFT OR WESTERLY, AND GO 1.1 MILES THEN NORTHERLY
 CU1131'FOR 1.05 MILES.  AT THIS POINT LEAVE GRADED ROAD GO EASTERLY
 CU1131'FOR 0.05 MILE.  THEN NORTHERLY FOR 0.65 MILE PASSING AROUND
 CU1131'A FARMHOUSE TO THE RIGHT, GO THROUGH A WIRE GATE AT 0.65 MILE.
 CU1131'THEN W FOR 0.1 MILE.  THEN GO N ACROSS COUNTRY FOR 0.8 MILE
 CU1131'TO HIGHEST KNOLL AND THE STATION.
 CU1131
 CU1131                          STATION RECOVERY (1966)
 CU1131
 CU1131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU1131'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 CU1131'
 CU1131'TO REACH FROM JCT U.S. HWY 80 (INTERSTATE 20) AND FARM ROAD
 CU1131'1208.  GO N ON FM 1208 FOR 4.6 MILES TO JCT FARM ROAD 1212.
 CU1131'CONTINUE N ON FM 1212 FOR 3 MILES TO COLORADO RIVER WATER
 CU1131'DISTRICT PUMPING STATION AT HIGHWAY BEND WEST.  LEAVE HIGHWAY
 CU1131'AND CONTINUE N ONE MILE FROM NE CORNER OF WATER DISTRICT PROPERTY
 CU1131'ALONG FIELD ROAD TO JUNCTION.  TURN NW 0.35 MILE TO ABANDONED
 CU1131'WINDMILL SITE AND AZIMUTH MARK (PROJECTS ABOUT 2.5
 CU1131'FEET ABOVE GROUND).  CONTINUE NW FROM AZIMUTH MARK ABOUT 0.4
 CU1131'MILE TO LOW RIDGE.  AT THIS POINT MARK 0.2 MILE SSW ON SOUTH
 CU1131'END OF LOW RIDGE.
 CU1131'
 CU1131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 CU1131'NW OF STANTON
 CU1131
 CU1131                          STATION RECOVERY (1970)
 CU1131
 CU1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CU1131'THE STATION MARK, AND REFERENCE MARKS 1909 AND 1937 WERE
 CU1131'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 CU1131'DESTROYED, THE MONUMENT WAS TILTED OVER DUE TO SOIL EROSION,
 CU1131'THE DISK WAS STILL INTACT, AND WAS DISPOSED OF AT THIS TIME.
 CU1131'A NEW AZIMUTH MARK WAS SET.
 CU1131'
 CU1131'A NEW DESCRIPTION FOLLOWS--
 CU1131'
 CU1131'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF MIDLAND,
 CU1131'12 MILES WEST-NORTHWEST OF STANTON, AND 1-1/2 MILES NORTHWEST
 CU1131'OF THE COLORADO RIVER MUNICIPAL WATER DISTRICT MARTIN COUNTY
 CU1131'PUMPING STATION, ON A SMALL NORTH-SOUTH RIDGE IN PASTURE LAND
 CU1131'ON THE SALES RANCH.
 CU1131'
 CU1131'THE STATION MARK IS A STANDARD CAP MARK STAMPED STANTON N BASE
 CU1131'1909, SCREWED TO THE TOP OF A 3-INCH IRON PIPE AND SET FLUSH IN
 CU1131'A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES, THE NUMBERS
 CU1131'1908 ARE SCRIBED IN THE CONCRETE.  IT IS 3.6 FEET EAST OF A
 CU1131'METAL WITNESS POST.
 CU1131'
 CU1131'REFERENCE MARK 1909 IS A LARGE NAIL SET IN CONCRETE IN AN
 CU1131'1 1/2-INCH IRON PIPE WHICH IS SET IN A ROUND CONCRETE MONUMENT
 CU1131'WHICH PROJECTS 2-INCHES.  IT IS 2.9 FEET WEST OF A METAL WITNESS
 CU1131'POST.
 CU1131'
 CU1131'REFERENCE MARK 1937 IS A STANDARD DISK STAMPED STANTON N BASE
 CU1131'1909 1937 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CU1131'10-INCHES.  IT IS 1.7 FEET EAST OF A METAL WITNESS POST.
 CU1131'
 CU1131'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STANTON N BASE
 CU1131'1909 1970, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CU1131'8-INCHES.  IT IS AT THE SITE OF AN ABANDONED CATTLE FEEDING
 CU1131'STATION AND DRY WELL, 125 FEET WEST OF THE CENTER OF A 5-POINT
 CU1131'INTERSECTION OF RANCH ROADS, 93 FEET SOUTHWEST OF THE OLD WELL
 CU1131'CASING, AND 2.0 FEET WEST OF A METAL WITNESS POST.
 CU1131'
 CU1131'TO REACH FROM THE MARTIN COUNTY COURTHOUSE IN STANTON, GO SOUTH
 CU1131'ON ST. JOSEPH STREET 0.15 MILE TO U.S. HIGHWAY 80, TURN RIGHT,
 CU1131'WEST, ON HIGHWAY 80 AND GO 2.5 MILES TO A HIGHWAY INTERCHANGE
 CU1131'WITH INTERSTATE HIGHWAY 20, KEEP TO THE RIGHT, WEST, AND FOLLOW
 CU1131'THE SERVICE ROAD ALONG THE NORTH SIDE OF HIGHWAYS 20 AND 80
 CU1131'FOR 4.2 MILES TO THE MARTIN-MIDLAND COUNTY LINE, CONTINUE WEST
 CU1131'FOR 2.15 MILES TO AN OVERPASS AND INTERSECTION WITH FARM ROAD
 CU1131'1208, TURN RIGHT, NORTH, ON FARM ROAD 1208 AND GO 7.75 MILES
 CU1131'TO A SAND ROAD STRAIGHT AHEAD WHERE THE HIGHWAY MAKES A LONG
 CU1131'CURVE LEFT.  GO STRAIGHT AHEAD ON SAND ROAD FOR 0.25 MILE
 CU1131'ALONG EAST SIDE OF THE COLORADO RIVER MUNICIPAL WATER
 CU1131'PUMPING STATION TO A CATTLE GUARD ON THE TRACK ROAD LEADING
 CU1131'NORTH, CROSS CATTLE GUARD AND GO NORTH ON TRACK ROAD
 CU1131'ALONG WEST SIDE OF NORTH-SOUTH FENCE LINE FOR 1.0 MILE TO A
 CU1131'RANCH CROSSROAD AND A CATTLE GUARD IN THE FENCE LINE ON
 CU1131'THE RIGHT, TURN LEFT ON CROSSROAD AND GO WEST FOR 0.15 MILE
 CU1131'TO A WINDMILL, CONCRETE TANK, AND CALF FEEDER.  CONTINUE WEST
 CU1131'AND SOUTHWESTERLY, THEN CURVE AROUND TO THE NORTH FOR 0.4
 CU1131'MILE TO THE 5-POINT RANCH ROAD INTERSECTION AND AZIMUTH
 CU1131'MARK AS DESCRIBED, FOLLOW TRACK ROAD NORTHWESTERLY TOWARD
 CU1131'THE AT AND T TOWER 0.4 MILE, THEN TURN HARD LEFT AND GO
 CU1131'CROSS COUNTRY ALONG WEST SIDE OF LOW RIDGE FOR 0.2 MILE
 CU1131'TO STATION AT TOP OF RIDGE.  (WAY OF LEAST BRUSH).
 CU1131'
 CU1131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11
 CU1131'MILES WNW OF STANTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0631 ***********************************************************************
 CU0631  DESIGNATION -  STANTON SOUTH BASE
 CU0631  PID         -  CU0631
 CU0631  STATE/COUNTY-  TX/MARTIN
 CU0631  USGS QUAD   -  GERMANIA (1974)
 CU0631
 CU0631                         *CURRENT SURVEY CONTROL
 CU0631  ___________________________________________________________________
 CU0631* NAD 83(1993)-  32 05 33.88866(N)    101 54 25.88528(W)     ADJUSTED  
 CU0631* NAVD 88     -       821.296  (meters)    2694.54   (feet)  ADJUSTED  
 CU0631  ___________________________________________________________________
 CU0631  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CU0631  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 CU0631  DYNAMIC HT  -         820.150 (meters)    2690.78  (feet)  COMP
 CU0631  MODELED GRAV-     979,217.1   (mgal)                       NAVD 88
 CU0631
 CU0631  HORZ ORDER  -  FIRST
 CU0631  VERT ORDER  -  FIRST     CLASS II
 CU0631
 CU0631.The horizontal coordinates were established by classical geodetic methods
 CU0631.and adjusted by the National Geodetic Survey in February 1996..
 CU0631
 CU0631.The orthometric height was determined by differential leveling
 CU0631.and adjusted by the National Geodetic Survey in June 1991..
 CU0631
 CU0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0631
 CU0631.The geoid height was determined by GEOID03.
 CU0631
 CU0631.The dynamic height is computed by dividing the NAVD 88
 CU0631.geopotential number by the normal gravity value computed on the
 CU0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0631.degrees latitude (g = 980.6199 gals.).
 CU0631
 CU0631.The modeled gravity was interpolated from observed gravity values.
 CU0631
 CU0631;                    North         East     Units Scale Factor Converg.
 CU0631;SPC TXNC     - 2,052,464.968   278,421.078   MT  1.00001149   -1 51 29.7
 CU0631;SPC TXNC     - 6,733,795.48    913,453.15   sFT  1.00001149   -1 51 29.7
 CU0631;SPC TX C     - 3,270,013.193   551,426.804   MT  1.00006297   -0 48 38.3
 CU0631;SPC TX C     -10,728,368.28  1,809,139.44   sFT  1.00006297   -0 48 38.3
 CU0631;UTM  14      - 3,554,416.269   225,625.460   MT  1.00052850   -1 32 43.9
 CU0631
 CU0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0631!SPC TXNC     -   0.99987495  x   1.00001149  =   0.99988644
 CU0631!SPC TX C     -   0.99987495  x   1.00006297  =   0.99993792
 CU0631!UTM  14      -   0.99987495  x   1.00052850  =   1.00040339
 CU0631
 CU0631|---------------------------------------------------------------------|
 CU0631| PID    Reference Object                     Distance      Geod. Az  |
 CU0631|                                                           dddmmss.s |
 CU0631| CU0632 STANTON SOUTH BASE RM E              26.443 METERS 05827     |
 CU0631| CU1128 STANTON MUNICIPAL TANK              APPROX.11.8 KM 0682142.1 |
 CU0631| CU0630 STANTON SOUTH BASE AZ MK                           1492206.1 |
 CU0631| CI0548 STANTON SOUTH BASE RM N              29.590 METERS 32814     |
 CU0631|---------------------------------------------------------------------|
 CU0631
 CU0631                          SUPERSEDED SURVEY CONTROL
 CU0631
 CU0631  NAD 83(1986)-  32 05 33.89336(N)    101 54 25.87682(W) AD(       ) 1
 CU0631  NAD 27      -  32 05 33.45300(N)    101 54 24.39600(W) AD(       ) 1
 CU0631  NGVD 29 (??/??/92)  820.975  (m)         2693.48   (f) ADJ UNCH    1 2
 CU0631
 CU0631.Superseded values are not recommended for survey control.
 CU0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0631.See file dsdata.txt to determine how the superseded data were derived.
 CU0631
 CU0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA2562554416(NAD 83)
 CU0631_MARKER: DS = TRIANGULATION STATION DISK
 CU0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0631_SP_SET: MONUMENT
 CU0631_STAMPING: STANTON S BASE ELEV 2693.640 FT 1909
 CU0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0631
 CU0631  HISTORY     - Date     Condition        Report By
 CU0631  HISTORY     - 1909     MONUMENTED       CGS
 CU0631  HISTORY     - 1937     GOOD             CGS
 CU0631  HISTORY     - 1938     GOOD             TXHD
 CU0631  HISTORY     - 1956     GOOD             CGS
 CU0631  HISTORY     - 1970     GOOD             NGS
 CU0631  HISTORY     - 1970     GOOD             NGS
 CU0631  HISTORY     - 1982     GOOD             LOCSUR
 CU0631
 CU0631                          STATION DESCRIPTION
 CU0631
 CU0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CU0631'SEVEN AND ONE-EIGHTH MILES DIRECT, OR 7-1/2 MILES BY ROAD,
 CU0631'WSW FROM STANTON, A TOWN ON THE TEXAS AND PACIFIC RAILWAY,
 CU0631'AND TWO-THIRDS OF A MILE N OF THE RAILROAD ON LEVEL CLEAR
 CU0631'PRAIRIE LAND.
 CU0631'
 CU0631'SURFACE MARK IS A CAP STATION MARK ON AN IRON PIPE.
 CU0631'
 CU0631'UNDERGROUND MARK IS AN OLD TYPE STATION MARK SET IN DRILL HOLE.
 CU0631'
 CU0631'REFERENCE MARK IS A LARGE NAIL IN IRON PIPE SET IN CONCRETE,
 CU0631'AND IS 29.590 METERS (97.08 FEET) FROM THE STATION.
 CU0631
 CU0631                          STATION RECOVERY (1937)
 CU0631
 CU0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU0631'STATION RECOVERED AS DESCRIBED IN 1909, ALL MARKS FOUND IN
 CU0631'GOOD CONDITION.  FOLLOWING IS NEW DESCRIPTION--
 CU0631'
 CU0631'SEVEN AND ONE-EIGHTH MILES WSW OF STANTON AND 2/3 MILE N OF
 CU0631'TEXAS AND PACIFIC RAILROAD AND U.S. HIGHWAY 80.  ON LEVEL
 CU0631'PARTLY BRUSH-COVERED PASTURE LAND OWNED BY THE F.W. FLANNIGAN
 CU0631'ESTATE.
 CU0631'
 CU0631'STATION IS 0.1 MILE W OF FIELD AND 0.25 MILE N OF POWER LINE.
 CU0631'
 CU0631'SURFACE MARK IS A CAPPED STATION MARK IN AN IRON PIPE IN A
 CU0631'MASS OF CONCRETE FLUSH WITH THE SURFACE OF THE GROUND.
 CU0631'
 CU0631'UNDERGROUND MARK IS AN OLD TYPE STATION MARK SET IN A DRILL HOLE
 CU0631'IN BEDROCK.
 CU0631'
 CU0631'REFERENCE MARK (1909) IS A LARGE NAIL IN IRON PIPE SET IN
 CU0631'CONCRETE FLUSH WITH THE GROUND, NNW OF STATION.
 CU0631'
 CU0631'A NEW REFERENCE MARK WAS SET.  IT IS A STANDARD DISK SET IN
 CU0631'A SQUARE CONCRETE POST AND PROJECTS 8 INCHES E OF STATION.
 CU0631'
 CU0631'AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 CU0631'AND PROJECTS 8 INCHES AND IS 0.3 MILE SE OF STATION, 0.05 MILE S
 CU0631'OF POWER LINE, 1 FOOT W OF FENCE AND 14 PACES N OF FENCE CORNER
 CU0631'AT SW CORNER OF FIELD.
 CU0631'
 CU0631'REACHED FROM DEPOT IN STANTON BY GOING W ON U.S. HIGHWAY 80
 CU0631'FOR 6.8 MILES TO A SIDE ROAD N, THIS POINT IS 3.3 MILES E OF
 CU0631'GERMANIA.  THEN LEAVE U.S. HIGHWAY 80, GO THROUGH GATE IN
 CU0631'FENCE CORNER NW OF ROAD INTERSECTION AND FOLLOW A TRAIL ROAD
 CU0631'NW THROUGH PASTURE FOR 0.5 MILE TO FENCE CORNER AT SW CORNER
 CU0631'OF A FIELD.  THENCE CONTINUE N ON ROAD ALONG W SIDE OF FENCE
 CU0631'AND FIELD FOR 0.3 MILE.  THEN LEAVE ROAD TURN LEFT AND GO W
 CU0631'ACROSS COUNTRY FOR 0.1 MILE TO STATION.
 CU0631
 CU0631                          STATION RECOVERY (1938)
 CU0631
 CU0631'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0631'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CU0631'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CU0631'
 CU0631'TO REACH STATION FROM MARTIN-MIDLAND COUNTY LINE OF U.S. HIGHWAY
 CU0631'80 BY GOING N 50 DEG E ON U.S. HIGHWAY 80 FOR 0.1 MILE TO A
 CU0631'GRADED ROAD TO THE N.  LEAVE U.S. HIGHWAY 80 AND GO N ON THE
 CU0631'GRADED ROAD FOR 0.9 MILE TO FARM ROAD.  TAKE FARM ROAD AND GO
 CU0631'WESTERLY FOR 0.5 MILE (PASSING THROUGH GATE OF CORRAL BETWEEN
 CU0631'HOUSE AND BARN AT 0.1 MILE).  TURN S AND GO ALONG W SIDE OF
 CU0631'FENCE FOR 0.4 MILE.  THEN W TO STATION.
 CU0631
 CU0631                          STATION RECOVERY (1956)
 CU0631
 CU0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 CU0631'STATION IS 6.9 MI. SW ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0631'FROM THE STATION AT STANTON, THENCE 0.2 MI. SW ALONG U.S. HIGHWAY
 CU0631'80, THENCE 0.4 MI. NW ACROSS COUNTRY, THENCE 0.35 MI. NW ALONG
 CU0631'A FENCE, 426 FT. SW OF A FENCE, 63 FT. SW OF THE CENTERLINE
 CU0631'OF A DIM TRACK ROAD, 3 FT. W OF A WITNESS POST, A
 CU0631'TRIANGULATION-STATION CAP, SCREWED ON THE TOP OF A 3-IN. IRON
 CU0631'PIPE WHICH IS FLUSH WITH THE GROUND, AND STAMPED STANTON S BASE
 CU0631'ELEV 2693.640 FT 1909.  THERE IS A CONCRETE SLAB AROUND THE
 CU0631'PIPE.
 CU0631'
 CU0631'THE REFERENCE MARK IS 87 FT. NE OF THE TRIANGULATION STATION,
 CU0631'349 FT. SW OF A FENCE, 24 FT. NE OF THE CENTERLINE OF A DIM
 CU0631'TRACK ROAD, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 CU0631'POST WHICH PROJECTS 0.6 FT. ABOVE THE GROUND, AND STAMPED
 CU0631'STANTON S BASE 1909 1937.
 CU0631'
 CU0631'AZIMUTH MARK IS 0.35 MI. SE OF THE TRIANGULATION STATION,
 CU0631'267 FT. E OF A POWER POLE, 43 FT. NW OF A FENCE CORNER, 1.4
 CU0631'FT. SW OF A FENCE, 2 FT. SE OF A WITNESS POST, AT THE S CORNER
 CU0631'OF A FIELD, AN AZIMUTH-MARK DISK, SET IN THE TOP OF A CONCRETE
 CU0631'POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND, AND STAMPED
 CU0631'STANTON S BASE 1909 1937.
 CU0631
 CU0631                          STATION RECOVERY (1970)
 CU0631
 CU0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CU0631'THE STATION MARK, REFERENCE MARK 1937, AND THE AZIMUTH MARK WERE
 CU0631'FOUND IN GOOD CONDITION.  REFERENCE MARK 1909 HAD PART OF THE
 CU0631'TOP OF THE MONUMENT CRACKED OFF, THE DISTANCE AND ANGLE
 CU0631'MEASUREMENTS CHECKED, THE MONUMENT WAS REINFORCED.
 CU0631'
 CU0631'A NEW DESCRIPTION FOLLOWS--
 CU0631'
 CU0631'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF MIDLAND,
 CU0631'7 MILES WEST OF STANTON, AND 1/2 MILE NORTH OF U.S. HIGHWAY 80,
 CU0631'IN PASTURE LAND OWNED BY MR. JACK ROBERTSON.  THE AZIMUTH MARK
 CU0631'IS AT THE EDGE OF A FIELD ON PROPERTY OWNED BY MR. JAMES B.
 CU0631'ROBINS.
 CU0631'
 CU0631'THE STATION MARK IS A STANDARD CAP MARK STAMPED STANTON S BASE
 CU0631'1909, SCREWED TO THE TOP OF A 3-INCH IRON PIPE WHICH IS SET
 CU0631'IN A ROUND CONCRETE MONUMENT 24-INCHES IN DIAMETER.  THE MONUMENT
 CU0631'PROJECTS 2-INCHES, AND THE MARK PROJECTS 1/4 INCH ABOVE IT.
 CU0631'IT IS 405 FEET WEST OF A NORTH-SOUTH FENCE LINE, 355 FEET NORTH
 CU0631'OF THE EAST-WEST FENCE LINE BETWEEN THE PROPERTY OF MR. ROBINS
 CU0631'AND MR. ROBERTSON, 213 FEET SOUTH-SOUTHEAST OF A 4 X 4 INCH
 CU0631'SQUARE CONCRETE PROPERTY MARKER WHICH PROJECTS 15-INCHES,
 CU0631'3-FEET WEST OF A WOODEN WITNESS POST, AND 2.9 FEET EAST OF A
 CU0631'METAL WITNESS POST.  THE NUMBERS 1908 ARE SCRIBED IN THE
 CU0631'CONCRETE MONUMENT.
 CU0631'
 CU0631'REFERENCE MARK 1909 IS A LARGE NAIL SET IN CONCRETE IN A 1 1/2-INCH
 CU0631'IRON PIPE, WHICH IS SET IN A CONCRETE MONUMENT FLUSH WITH THE
 CU0631'GROUND.  THE MONUMENT IS ROUND, 12-INCHES IN DIAMETER, AND HAS
 CU0631'THE NUMBERS 1908 SCRIBED ON IT.  IT IS 117 FEET SOUTH OF THE
 CU0631'PROPERTY MARKER, AND 1.9 FEET SOUTH OF A METAL WITNESS POST.
 CU0631'
 CU0631'REFERENCE MARK 1937 IS A STANDARD DISK STAMPED STANTON S BASE
 CU0631'1909 1937 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CU0631'7-INCHES.  IT IS 218 FEET SOUTHEAST OF THE CONCRETE PROPERTY
 CU0631'MARKER, AND 1.2 FEET WEST OF A METAL WITNESS POST.
 CU0631'
 CU0631'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STANTON S BASE
 CU0631'1909 1937, SET IN A CONCRETE MONUMENT 3-INCHES BELOW GROUND
 CU0631'SURFACE.  IT IS 67 FEET NORTH OF CENTER OF GRADED ROAD, 45 FEET
 CU0631'NORTH OF A POWER POLE, 44 FEET NORTH OF A 4 X 4 BY 15-INCH
 CU0631'CONCRETE PROPERTY CORNER POST AND T FENCE CORNER, AND 1.5 FEET
 CU0631'WEST OF A NORTH-SOUTH FENCE LINE AND METAL WITNESS POST.
 CU0631'
 CU0631'TO REACH FROM THE MARTIN COUNTY COURTHOUSE IN STANTON, GO SOUTH
 CU0631'ON ST. JOSEPH STREET FOR 0.15 MILE TO U.S. HIGHWAY 80, TURN
 CU0631'RIGHT AND GO WEST ON HIGHWAY 80 FOR 2.5 MILES TO A HIGHWAY
 CU0631'INTERCHANGE WITH INTERSTATE HIGHWAY 20, KEEP THE RIGHT, WEST,
 CU0631'AND FOLLOW THE SERVICE ROAD ALONG THE NORTH SIDE OF HIGHWAYS
 CU0631'20 AND 80 FOR 4.1 MILES TO A GRADED SIDE ROAD RIGHT, (0.1 MILE
 CU0631'EAST OF THE MARTIN-MIDLAND COUNTY LINE) TURN RIGHT AND GO
 CU0631'NORTH ON GRADED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN
 CU0631'LEFT AND GO WEST ON GRADED ROAD FOR 0.5 MILE TO A T FENCE
 CU0631'CORNER AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 CU0631'AHEAD FOR 0.3 MILE TO A RIGHT HAND CORNER, TURN RIGHT AND
 CU0631'GO NORTH FOR 0.45 MILE TO A GATE ON THE RIGHT LEADING TO
 CU0631'THE HOME OF MR. JACK ROBERTSON, TURN RIGHT THRU GATE AND GO
 CU0631'NORTHEASTERLY FOR 0.1 MILE TO THE HOUSE, THEN BEAR HARD RIGHT
 CU0631'AND GO SOUTHEAST ACROSS PASTURE TO THE STATION AS DESCRIBED.
 CU0631'IT IS ABOUT 0.1 MILE SOUTH OF A GAS PIPE LINE.
 CU0631'
 CU0631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 CU0631'WEST OF STANTON
 CU0631
 CU0631                          STATION RECOVERY (1970)
 CU0631
 CU0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CU0631'7.85 MI SW FROM STANTON.
 CU0631'0.3 MILE NORTHWEST OF AZIMUTH MARK STANTON SOUTH BASE IN PASTURE LAND
 CU0631'OWNED BY MR. JACK ROBERTSON, WHO LIVES ABOUT 0.3 MILE NORTHWEST OF THE
 CU0631'STATION.  THE MARK IS 405 FEET WEST OF A NORTH-SOUTH FENCE, 355 FEET
 CU0631'NORTH OF AN EAST-WEST FENCE, 213 FEET SOUTH-SOUTHWEST OF A 4X4 BY
 CU0631'15-INCH SQUARE CONCRETE PROPERTY MARKER 3 FEET WEST OF A WOODEN
 CU0631'WITNESS POST, AND 2.9 FEET EAST OF A METAL WITNESS POST.  THE MARK IS
 CU0631'SCREWED TO THE TOP OF A 3-INCH IRON PIPE WHICH IS SET NEARLY FLUSH IN
 CU0631'A ROUND CONCRETE MONUMENT 24-INCHES IN DIAMETER WHICH PROJECTS
 CU0631'2-INCHES.  THE NUMBERS 1908 ARE SCRIBED IN THE CONCRETE.
 CU0631
 CU0631                          STATION RECOVERY (1982)
 CU0631
 CU0631'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (TN)
 CU0631'STANTON SOUTH BASE ALL MARKS AND REF MARKS FOUND IN VERY GOOD
 CU0631'CONDITION (EXCEPT AZ MK.) WAS NOT FOUND, ASSUMED DESTROYED IN COTTON
 CU0631'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0630 ***********************************************************************
 CU0630  DESIGNATION -  STANTON SOUTH BASE AZ MK
 CU0630  PID         -  CU0630
 CU0630  STATE/COUNTY-  TX/MARTIN
 CU0630  USGS QUAD   -  GERMANIA (1974)
 CU0630
 CU0630                         *CURRENT SURVEY CONTROL
 CU0630  ___________________________________________________________________
 CU0630* NAD 83(1986)-  32 05 19.     (N)    101 54 15.     (W)     SCALED    
 CU0630* NAVD 88     -       820.514  (meters)    2691.97   (feet)  ADJUSTED  
 CU0630  ___________________________________________________________________
 CU0630  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 CU0630  DYNAMIC HT  -         819.369 (meters)    2688.21  (feet)  COMP
 CU0630  MODELED GRAV-     979,217.3   (mgal)                       NAVD 88
 CU0630
 CU0630  VERT ORDER  -  FIRST     CLASS II
 CU0630
 CU0630.The horizontal coordinates were scaled from a topographic map and have
 CU0630.an estimated accuracy of +/- 6 seconds.
 CU0630
 CU0630.The orthometric height was determined by differential leveling
 CU0630.and adjusted by the National Geodetic Survey in June 1991..
 CU0630
 CU0630.The geoid height was determined by GEOID03.
 CU0630
 CU0630.The dynamic height is computed by dividing the NAVD 88
 CU0630.geopotential number by the normal gravity value computed on the
 CU0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0630.degrees latitude (g = 980.6199 gals.).
 CU0630
 CU0630.The modeled gravity was interpolated from observed gravity values.
 CU0630
 CU0630;                    North         East    Units  Estimated Accuracy
 CU0630;SPC TXNC     - 2,052,000.      278,690.      MT  (+/- 180 meters Scaled)
 CU0630
 CU0630                          SUPERSEDED SURVEY CONTROL
 CU0630
 CU0630  NGVD 29 (??/??/92)  820.192  (m)         2690.91   (f) ADJ UNCH    1 2
 CU0630
 CU0630.Superseded values are not recommended for survey control.
 CU0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0630.See file dsdata.txt to determine how the superseded data were derived.
 CU0630
 CU0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA258539(NAD 83)
 CU0630_MARKER: DZ = AZIMUTH MARK DISK
 CU0630_SETTING: 0 = UNSPECIFIED SETTING
 CU0630_STAMPING: STANTON S BASE 1909 1937
 CU0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0630
 CU0630  HISTORY     - Date     Condition        Report By
 CU0630  HISTORY     - 1937     MONUMENTED       CGS
 CU0630  HISTORY     - 1970     GOOD             NGS
 CU0630
 CU0630                          STATION DESCRIPTION
 CU0630
 CU0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CU0630'7.5 MI SW FROM STANTON.
 CU0630'7.05 MILE WEST ALONG U.S. HIGHWAY 80 FROM DEPOT OF TEXAS AND PACIFIC
 CU0630'RAILROAD IN STANTON TO A GRADED SIDE ROAD RIGHT, JUST 0.1 MILE BEFORE
 CU0630'REACHING THE MARTIN-MIDLAND COUNTY LINE, TURN RIGHT, NORTH, AND GO
 CU0630'0.15 MILE TO A GRADED SIDE ROAD LEFT, WEST, GO WEST ON GRADED ROAD FOR
 CU0630'0.3 MILE TO MARK ON RIGHT IN THE CORNER OF A FIELD ON PROPERTY OWNED
 CU0630'BY MR. JAMES E. ROBINS.  THE MARK IS 67 FEET NORTH OF CENTER OF ROAD,
 CU0630'45 FEET NORTH OF A POWER POLE, 44 FEET NORTH OF A CONCRETE PROPERTY
 CU0630'CORNER POST AND T FENCE CORNER, 1.5 FEET WEST OF A FENCE AND A METAL
 CU0630'WITNESS POST, AND IS 3-INCHES BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0632 ***********************************************************************
 CU0632  DESIGNATION -  STANTON SOUTH BASE RM E
 CU0632  PID         -  CU0632
 CU0632  STATE/COUNTY-  TX/MARTIN
 CU0632  USGS QUAD   -  GERMANIA (1974)
 CU0632
 CU0632                         *CURRENT SURVEY CONTROL
 CU0632  ___________________________________________________________________
 CU0632* NAD 83(1986)-  32 05 33.     (N)    101 54 25.     (W)     SCALED    
 CU0632* NAVD 88     -       821.446  (meters)    2695.03   (feet)  ADJUSTED  
 CU0632  ___________________________________________________________________
 CU0632  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 CU0632  DYNAMIC HT  -         820.300 (meters)    2691.27  (feet)  COMP
 CU0632  MODELED GRAV-     979,217.1   (mgal)                       NAVD 88
 CU0632
 CU0632  VERT ORDER  -  FIRST     CLASS II
 CU0632
 CU0632.The horizontal coordinates were scaled from a topographic map and have
 CU0632.an estimated accuracy of +/- 6 seconds.
 CU0632
 CU0632.The orthometric height was determined by differential leveling
 CU0632.and adjusted by the National Geodetic Survey in June 1991..
 CU0632
 CU0632.The geoid height was determined by GEOID03.
 CU0632
 CU0632.The dynamic height is computed by dividing the NAVD 88
 CU0632.geopotential number by the normal gravity value computed on the
 CU0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0632.degrees latitude (g = 980.6199 gals.).
 CU0632
 CU0632.The modeled gravity was interpolated from observed gravity values.
 CU0632
 CU0632;                    North         East    Units  Estimated Accuracy
 CU0632;SPC TXNC     - 2,052,440.      278,440.      MT  (+/- 180 meters Scaled)
 CU0632
 CU0632                          SUPERSEDED SURVEY CONTROL
 CU0632
 CU0632  NGVD 29 (??/??/92)  821.125  (m)         2693.97   (f) ADJ UNCH    1 2
 CU0632
 CU0632.Superseded values are not recommended for survey control.
 CU0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0632.See file dsdata.txt to determine how the superseded data were derived.
 CU0632
 CU0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA256543(NAD 83)
 CU0632_MARKER: DR = REFERENCE MARK DISK
 CU0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0632_STAMPING: STANTON S BASE 1909 1937
 CU0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0632+STABILITY: SURFACE MOTION
 CU0632
 CU0632  HISTORY     - Date     Condition        Report By
 CU0632  HISTORY     - 1937     MONUMENTED       CGS
 CU0632  HISTORY     - 1956     GOOD             NGS
 CU0632  HISTORY     - 1970     GOOD             NGS
 CU0632
 CU0632                          STATION DESCRIPTION
 CU0632
 CU0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0632'7.85 MI SW FROM STANTON.
 CU0632'6.9 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0632'STATION AT STANTON, THENCE 0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 80,
 CU0632'THENCE 0.4 MILE NORTHWEST ACROSS COUNTRY, THENCE 0.35 MILE NORTHWEST
 CU0632'ALONG A FENCE, 349 FEET SOUTHWEST OF A FENCE, 87 FEET NORTHEAST OF
 CU0632'TRIANGULATION STATION STANTON SOUTH BASE, 24 FEET NORTHEAST OF THE
 CU0632'CENTER LINE OF A DIM TRACK ROAD, SET IN THE TOP OF A CONCRETE POST
 CU0632'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0632
 CU0632                          STATION RECOVERY (1970)
 CU0632
 CU0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CU0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0982 ***********************************************************************
 CU0982  DESIGNATION -  STAPP
 CU0982  PID         -  CU0982
 CU0982  STATE/COUNTY-  TX/MITCHELL
 CU0982  USGS QUAD   -  SILVER (1987)
 CU0982
 CU0982                         *CURRENT SURVEY CONTROL
 CU0982  ___________________________________________________________________
 CU0982* NAD 83(1993)-  32 05 26.04345(N)    100 40 04.05521(W)     ADJUSTED  
 CU0982* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 CU0982  ___________________________________________________________________
 CU0982  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 CU0982  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CU0982
 CU0982  HORZ ORDER  -  THIRD
 CU0982
 CU0982.The horizontal coordinates were established by classical geodetic methods
 CU0982.and adjusted by the National Geodetic Survey in February 1996..
 CU0982
 CU0982.The orthometric height was scaled from a topographic map.
 CU0982
 CU0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0982
 CU0982.The geoid height was determined by GEOID03.
 CU0982
 CU0982;                    North         East     Units Scale Factor Converg.
 CU0982;SPC TXNC     - 2,049,119.335   395,372.069   MT  1.00001212   -1 10 56.3
 CU0982;SPC TXNC     - 6,722,819.02  1,297,149.86   sFT  1.00001212   -1 10 56.3
 CU0982;UTM  14      - 3,551,691.640   342,613.317   MT  0.99990548   -0 53 10.4
 CU0982
 CU0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0982!SPC TXNC     -   0.99988434  x   1.00001212  =   0.99989646
 CU0982!UTM  14      -   0.99988434  x   0.99990548  =   0.99978983
 CU0982
 CU0982:                Primary Azimuth Mark                     Grid Az
 CU0982:SPC TXNC     -  MICRO WAVE TOWER SEC                     220 33 51.2
 CU0982:UTM  14      -  MICRO WAVE TOWER SEC                     220 16 05.3
 CU0982
 CU0982|---------------------------------------------------------------------|
 CU0982| PID    Reference Object                     Distance      Geod. Az  |
 CU0982|                                                           dddmmss.s |
 CU0982| CU0983 MICRO WAVE TOWER SEC                APPROX. 3.4 KM 2192254.9 |
 CU0982|---------------------------------------------------------------------|
 CU0982
 CU0982                          SUPERSEDED SURVEY CONTROL
 CU0982
 CU0982  NAD 83(1986)-  32 05 26.04784(N)    100 40 04.04508(W) AD(       ) 3
 CU0982  NAD 27      -  32 05 25.57397(N)    100 40 02.63956(W) AD(       ) 3
 CU0982
 CU0982.Superseded values are not recommended for survey control.
 CU0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0982.See file dsdata.txt to determine how the superseded data were derived.
 CU0982
 CU0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA4261351692(NAD 83)
 CU0982
 CU0982  HISTORY     - Date     Condition        Report By
 CU0982  HISTORY     - UNK      MONUMENTED
 CU0982  HISTORY     - 1959     GOOD             USGS
 CU0982
 CU0982                          STATION DESCRIPTION
 CU0982
 CU0982'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CU0982'STATION LOCATED APPROXIMATELY 1.5 MI. NE. OF SILVER, ON HIGHEST POINT
 CU0982'OF STAPP MOUNTAIN.
 CU0982'
 CU0982'TO REACH FROM SILVER, GO E. ON FARM TO MARKET ROAD 1672 1 MI. TO
 CU0982'INTERSECTION WITH STATE HIGHWAY 208.  GO E. ON HIGHWAY 208 0.3 MI. TO
 CU0982'ENTRANCE TO WALKER RANCH.  TURN LEFT (N.) PASSING ON W. SIDE OF HOUSE
 CU0982'AND GO 1.8 MI. FROM HIGHWAY TO END OF TRUCK TRAVEL IN A SADDLE.  THE
 CU0982'LAST 500 FT. OF TRAVEL IS STEEP AND ROUGH.  PROCEED WSW. ON RIDGE TOP
 CU0982'TO W. EDGE OF STAPP MTN. AND STATION, ABOUT 0.5 MI.
 CU0982'
 CU0982'RECOVERED DURING FIELD COMPLETION.  FOLLOWING
 CU0982'REVISION SUBMITTED AT THAT TIME
 CU0982'
 CU0982'CORRECT SPELLING FOR THE MOUNTAIN ON WHICH THE STATION IS LOCATED IS
 CU0982'--STEPP--.  SOURCE OF INFORMATION FROM DAUGHTER OF MR. STEPP WHO IS
 CU0982'NOW DECEASED.
 CU0982'
 CU0982'STATION MARK--STANDARD TABLET CEMENTED IN A DRILL HOLE IN A BOULDER
 CU0982'FLUSH WITH GROUND, STAMPED ---STAPP 1957 VABM 2574---.
 CU0982'
 CU0982'REFERENCE MARK NO. 1--CHISELED CROSS ON BOULDER, 23.83 FT. FROM
 CU0982'STATION, S 06 DEG 20 MIN E.
 CU0982'
 CU0982'REFERENCE MARK NO. 2--3/4 IN. DRILL HOLE IN BOULDER, 21.41 FT. FROM
 CU0982'STATION, N 60 DEG 47 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1313 ***********************************************************************
 AJ1313  DESIGNATION -  STAR
 AJ1313  PID         -  AJ1313
 AJ1313  STATE/COUNTY-  TX/DUVAL
 AJ1313  USGS QUAD   -  BRUNI SE (1972)
 AJ1313
 AJ1313                         *CURRENT SURVEY CONTROL
 AJ1313  ___________________________________________________________________
 AJ1313* NAD 83(1993)-  27 21 48.50063(N)    098 45 34.57896(W)     ADJUSTED  
 AJ1313* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 AJ1313  ___________________________________________________________________
 AJ1313  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AJ1313  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AJ1313
 AJ1313  HORZ ORDER  -  FIRST
 AJ1313
 AJ1313.The horizontal coordinates were established by classical geodetic methods
 AJ1313.and adjusted by the National Geodetic Survey in February 1996..
 AJ1313
 AJ1313.The orthometric height was scaled from a topographic map.
 AJ1313
 AJ1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1313
 AJ1313.The geoid height was determined by GEOID03.
 AJ1313
 AJ1313;                    North         East     Units Scale Factor Converg.
 AJ1313;SPC TX S     - 5,188,019.424   274,318.478   MT  0.99991471   -0 07 04.3
 AJ1313;SPC TX S     -17,021,027.06    899,993.21   sFT  0.99991471   -0 07 04.3
 AJ1313;UTM  14      - 3,026,717.120   523,773.687   MT  0.99960698   +0 06 37.8
 AJ1313
 AJ1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1313!SPC TX S     -   0.99997093  x   0.99991471  =   0.99988564
 AJ1313!UTM  14      -   0.99997093  x   0.99960698  =   0.99957792
 AJ1313
 AJ1313|---------------------------------------------------------------------|
 AJ1313| PID    Reference Object                     Distance      Geod. Az  |
 AJ1313|                                                           dddmmss.s |
 AJ1313| CV3473 STAR RM 1                            33.147 METERS 02531     |
 AJ1313| AJ1314 STAR RM 4                            32.323 METERS 06753     |
 AJ1313| AJ1290 HEBBRONVILLE UTILITIES INC TK       APPROX.10.2 KM 1241602.8 |
 AJ1313| AJ1292 HEBBRONVILLE CATH CH CROSS          APPROX.10.5 KM 1252504.5 |
 AJ1313| CV3472 STAR AZ MK 2                                       1281319.0 |
 AJ1313| CV3475 STAR RM 3                            30.958 METERS 12912     |
 AJ1313| CV3474 STAR RM 2                            31.358 METERS 12936     |
 AJ1313| CV3471 STAR AZ MK                                         3100856.2 |
 AJ1313| AJ1309 UNITED GAS CO CAMP SM WATER TK      APPROX.15.2 KM 3505639.5 |
 AJ1313| AJ1308 HOUSTON PLINE CAMP WATER TANK       APPROX.11.5 KM 3513247.1 |
 AJ1313| AJ1350 UNITED GAS CO CAMP LGE WTR TK       APPROX.15.4 KM 3514907.9 |
 AJ1313| AJ1351 BRUNI COASTAL STATES PIPE MAST      APPROX.15.5 KM 3521626.9 |
 AJ1313|---------------------------------------------------------------------|
 AJ1313
 AJ1313                          SUPERSEDED SURVEY CONTROL
 AJ1313
 AJ1313  NAD 83(1986)-  27 21 48.50503(N)    098 45 34.55203(W) AD(       ) 1
 AJ1313  NAD 27      -  27 21 47.36700(N)    098 45 33.48600(W) AD(       ) 1
 AJ1313
 AJ1313.Superseded values are not recommended for survey control.
 AJ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1313.See file dsdata.txt to determine how the superseded data were derived.
 AJ1313
 AJ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2377426717(NAD 83)
 AJ1313_MARKER: DS = TRIANGULATION STATION DISK
 AJ1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1313
 AJ1313  HISTORY     - Date     Condition        Report By
 AJ1313  HISTORY     - 1935     MONUMENTED       CGS
 AJ1313  HISTORY     - 1942     GOOD             CGS
 AJ1313  HISTORY     - 1968     GOOD             CGS
 AJ1313  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AJ1313  HISTORY     - 1974     GOOD             NGS
 AJ1313
 AJ1313                          STATION DESCRIPTION
 AJ1313
 AJ1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1313'STATION IS LOCATED 6-1/4 MILES SE OF BRUNI, AND 5-1/4 MILES NW OF
 AJ1313'HEBBRONVILLE, 53 FEET S OF CENTER LINE OF STATE HIGHWAY 12.
 AJ1313'MARK PROJECTS 8 INCHES ABOVE GROUND.
 AJ1313'
 AJ1313'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1313'BRONZE DISKS SET IN CONCRETE.
 AJ1313'
 AJ1313'REFERENCE MARK NO. 1 IS NE OF STATION, 52 FEET N OF CENTER LINE
 AJ1313'OF HIGHWAY, AND PROJECTS 8 INCHES ABOVE GROUND.
 AJ1313'
 AJ1313'REFERENCE MARK NO. 2 IS SE OF STATION, 52 FEET S OF CENTER
 AJ1313'LINE OF HIGHWAY, AND PROJECTS 3 INCHES ABOVE GROUND.
 AJ1313'
 AJ1313'AZIMUTH MARK IS 0.65 MILE NW OF STATION, 53 FEET S OF CENTER LINE
 AJ1313'OF HIGHWAY, AND PROJECTS 3 INCHES ABOVE GROUND.  TO REACH FROM
 AJ1313'STATION GO 0.65 MILE NW ON STATE HIGHWAY 12 TO TOP OF GRADE
 AJ1313'AND MARK INSIDE OF FENCE LINE ON LEFT.
 AJ1313'
 AJ1313'TO REACH FROM THE POST OFFICE IN HEBBRONVILLE, GO W ON STATE
 AJ1313'HIGHWAY 12 FOR 6.8 MILES OR 0.8 MILE PAST THE DUVAL-JIM HOGG
 AJ1313'COUNTY LINE (A MARKER IS ON THE RIGHT) TO TOP OF GRADE AND STATION
 AJ1313'INSIDE OF FENCE ON LEFT.
 AJ1313'
 AJ1313'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1313
 AJ1313                          STATION RECOVERY (1942)
 AJ1313
 AJ1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LNR)
 AJ1313'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AJ1313
 AJ1313                          STATION RECOVERY (1968)
 AJ1313
 AJ1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLP)
 AJ1313'THE STATION IS IN GOOD CONDITION.
 AJ1313'
 AJ1313'THE TO REACH DESCRIPTION IS STILL GOOD EXCEPT THAT STATE
 AJ1313'HIGHWAY 12 IS NOW STATE HIGHWAY 359.  REFERENCE MARK 1 IS IN GOOD
 AJ1313'CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK HAVE BEEN
 AJ1313'DESTROYED
 AJ1313'
 AJ1313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 AJ1313'5-1/4 MILES NW OF HEBBRONVILLE
 AJ1313
 AJ1313                          STATION RECOVERY (1969)
 AJ1313
 AJ1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AJ1313'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE FOUND
 AJ1313'IN GOOD CONDITION.  THE SURFACE STATION MARK, REFERENCE MARK 2
 AJ1313'AND THE AZIMUTH MARK WERE FOUND UPROOTED.  A NEW SURFACE STATION
 AJ1313'MARK, REFERENCE MARK 3 AND AZIMUTH MARK WERE SET.  A NEW
 AJ1313'DESCRIPTION FOLLOWS.
 AJ1313'
 AJ1313'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF HEBBRONVILLE,
 AJ1313'52 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 359, 19
 AJ1313'FEET SOUTHEAST OF A POWER POLE AND 3 FEET SOUTHWEST OF A METAL
 AJ1313'WITNESS POST AND FENCE.  THE MONUMENT PROJECTS 8 INCHES AND
 AJ1313'THE DISK IS STAMPED STAR 1935 1969.
 AJ1313'
 AJ1313'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16
 AJ1313'AND 359 AT THE NORTH EDGE OF HEBBRONVILLE, GO NORTHWEST ON
 AJ1313'HIGHWAY 359 FOR 5.4 MILES TO THE DUVAL-JIM HOGG COUNTY LINE.
 AJ1313'CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.45 MILE TO THE AZIMUTH
 AJ1313'MARK ON THE RIGHT.  CONTINUE ON THE HIGHWAY FOR 0.4 MILE TO
 AJ1313'THE TOP OF GRADE AND THE STATION ON THE LEFT.
 AJ1313'
 AJ1313'REFERENCE MARK 1 IS 52 FEET NORTHEAST OF THE CENTERLINE OF THE
 AJ1313'HIGHWAY AND 1 FOOT NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 AJ1313'1 FOOT NORTHEAST OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND
 AJ1313'THE DISK IS STAMPED STAR NO 1 1935.
 AJ1313'
 AJ1313'REFERENCE MARK 3 IS 51 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AJ1313'HIGHWAY AND 1 FOOT SOUTHWEST OF THE FENCE.  THE MONUMENT PROJECTS
 AJ1313'6 INCHES AND THE DISK IS STAMPED STAR NO 3 1935 1969.
 AJ1313'
 AJ1313'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 AJ1313'TOP OF A DOUBLE CONCRETE CULVERT.  IT IS 24 FEET NORTHEAST OF THE
 AJ1313'CENTERLINE OF THE HIGHWAY AND IN THE NORTHWEST END OF THE CULVERT.
 AJ1313'THE DISK IS STAMPED STAR 1935 1969.
 AJ1313'
 AJ1313'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AJ1313'
 AJ1313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 AJ1313'NORTHWEST OF HEBBRONVILLE
 AJ1313
 AJ1313                          STATION RECOVERY (1974)
 AJ1313
 AJ1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1313'THE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE
 AJ1313'RECOVERED.  THE CONCRETE MONUMENT FOR THE STATION MARK HAD BEEN
 AJ1313'CHIPPED, HOWEVER THE MARK APPEARED TO BE SOLID.  THE DISTANCE
 AJ1313'AND DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DIRECTION TO
 AJ1313'THE AZIMUTH MARK CHECKED.  DUE TO THE STATIONS PROXIMITY TO A
 AJ1313'FENCE AND A POWER LINE A TOWER COULD NOT BE ERECTED OVER IT.  A
 AJ1313'REFERENCE MARK 4 WAS ESTABLISHED.  A TRAVERSE CONNECTION WAS
 AJ1313'MADE TO STAR 1935.  FOLLOWING IS A NEW DESCRIPTION.
 AJ1313'
 AJ1313'THE STATION IS ABOUT 4-1/2 MILES SOUTH AND 5 MILES EAST OF BRUNI,
 AJ1313'4 MILES NORTH AND 5 MILES WEST OF HEBBRONVILLE, ON THE SOUTHWEST
 AJ1313'RIGHT-OF-WAY OF STATE HIGHWAY 359.
 AJ1313'
 AJ1313'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 AJ1313'359 IN THE NORTH EDGE OF HEBBRONVILLE, GO NORTHWEST ON STATE
 AJ1313'HIGHWAY 359 FOR 5.85 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AJ1313'CONTINUE NORTHWEST ON STATE HIGHWAY 359 FOR 0.4 MILE TO THE
 AJ1313'STATION ON THE LEFT.
 AJ1313'
 AJ1313'STATION MARK IS A STANDARD DISK, STAMPED STAR 1935 1969, SET IN
 AJ1313'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1313'8 INCHES ABOVE THE GROUND.  IT IS 52.5 FEET SOUTHWEST OF THE
 AJ1313'CENTER OF STATE HIGHWAY 359, 19.5 FEET SOUTH OF A POWER LINE POLE,
 AJ1313'3.7 FEET SOUTHWEST OF A WITNESS POST AND 3.6 FEET SOUTHWEST OF
 AJ1313'A FENCE.
 AJ1313'
 AJ1313'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STAR NO 1 1935, SET
 AJ1313'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 AJ1313'FLUSH WITH THE GROUND.  IT IS 74.0 FEET NORTHWEST OF A WITNESS
 AJ1313'POST NEAR REFERENCE MARK 4, 52.0 FEET NORTHEAST OF THE CENTER
 AJ1313'OF STATE HIGHWAY 359, 1.0 FOOT NORTHEAST OF A FENCE AND ABOUT THE
 AJ1313'SAME ELEVATION AS THE STATION.
 AJ1313'
 AJ1313'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED STAR NO 3 1935 1969,
 AJ1313'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AJ1313'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 101.6 FEET SOUTHEAST
 AJ1313'OF THE WITNESS POST NEAR THE STATION, 50.0 FEET SOUTHWEST OF
 AJ1313'THE CENTER OF STATE HIGHWAY 359, 1.5 FEET SOUTHWEST OF A FENCE
 AJ1313'AND ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1313'
 AJ1313'REFERENCE MARKS 4 ARE STANDARD DISKS, STAMPED STAR 1935 NO 4
 AJ1313'1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AJ1313'CONCRETE MONUMENT, THAT IS 6 INCHES BELOW THE GROUND SURFACE.
 AJ1313'IT IS 42.0 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 359,
 AJ1313'10.2 FEET SOUTHWEST OF A FENCE AND 10.4 FEET SOUTHWEST OF A
 AJ1313'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 AJ1313'OF CONCRETE 28 INCHES BELOW THE GROUND SURFACE.
 AJ1313'
 AJ1313'AZIMUTH MARK IS A STANDARD DISK, STAMPED STAR 1935 1969, CEMENTED
 AJ1313'IN A DRILL HOLE IN THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
 AJ1313'IT IS 35.0 FEET SOUTHWEST OF A FENCE, 22.5 FEET NORTHEAST OF THE
 AJ1313'CENTER OF STATE HIGHWAY 359 AND 2.7 FEET SOUTH OF A WITNESS POST.
 AJ1313'
 AJ1313'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AJ1313'
 AJ1313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AJ1313'NORTHWEST OF HEBBRONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2108 ***********************************************************************
 AN2108  DESIGNATION -  STAR
 AN2108  PID         -  AN2108
 AN2108  STATE/COUNTY-  TX/ARANSAS
 AN2108  USGS QUAD   -  BAYSIDE (1979)
 AN2108
 AN2108                         *CURRENT SURVEY CONTROL
 AN2108  ___________________________________________________________________
 AN2108* NAD 83(1993)-  28 03 31.19402(N)    097 10 37.41742(W)     ADJUSTED  
 AN2108* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2108  ___________________________________________________________________
 AN2108  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AN2108  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN2108
 AN2108  HORZ ORDER  -  SECOND
 AN2108
 AN2108.The horizontal coordinates were established by classical geodetic methods
 AN2108.and adjusted by the National Geodetic Survey in February 1996..
 AN2108
 AN2108.The orthometric height was scaled from a topographic map.
 AN2108
 AN2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2108
 AN2108.The geoid height was determined by GEOID03.
 AN2108
 AN2108;                    North         East     Units Scale Factor Converg.
 AN2108;SPC TXSC     - 4,026,371.623   779,222.821   MT  1.00010901   +0 53 35.1
 AN2108;SPC TXSC     -13,209,854.23  2,556,500.21   sFT  1.00010901   +0 53 35.1
 AN2108;SPC TX S     - 5,265,710.633   430,062.316   MT  1.00006480   +0 36 02.2
 AN2108;SPC TX S     -17,275,918.97  1,410,962.78   sFT  1.00006480   +0 36 02.2
 AN2108;UTM  14      - 3,105,041.902   679,155.832   MT  0.99999616   +0 51 27.7
 AN2108
 AN2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2108!SPC TXSC     -   1.00000410  x   1.00010901  =   1.00011311
 AN2108!SPC TX S     -   1.00000410  x   1.00006480  =   1.00006890
 AN2108!UTM  14      -   1.00000410  x   0.99999616  =   1.00000026
 AN2108
 AN2108:                Primary Azimuth Mark                     Grid Az
 AN2108:SPC TXSC     -  SEEK                                     074 07 19.1
 AN2108:SPC TX S     -  SEEK                                     074 24 52.0
 AN2108:UTM  14      -  SEEK                                     074 09 26.5
 AN2108
 AN2108|---------------------------------------------------------------------|
 AN2108| PID    Reference Object                     Distance      Geod. Az  |
 AN2108|                                                           dddmmss.s |
 AN2108| AN2096 SEEK                                APPROX. 7.6 KM 0750054.2 |
 AN2108| CV6402 STAR RM 1                            19.530 METERS 19347     |
 AN2108| CV6403 STAR RM 2                            26.140 METERS 26831     |
 AN2108|---------------------------------------------------------------------|
 AN2108
 AN2108                          SUPERSEDED SURVEY CONTROL
 AN2108
 AN2108  NAD 83(1986)-  28 03 31.20091(N)    097 10 37.39686(W) AD(       ) 2
 AN2108  NAD 27      -  28 03 30.14600(N)    097 10 36.42800(W) AD(       ) 2
 AN2108
 AN2108.Superseded values are not recommended for survey control.
 AN2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2108.See file dsdata.txt to determine how the superseded data were derived.
 AN2108
 AN2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7915605042(NAD 83)
 AN2108_MARKER: DS = TRIANGULATION STATION DISK
 AN2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2108
 AN2108  HISTORY     - Date     Condition        Report By
 AN2108  HISTORY     - 1911     MONUMENTED       CGS
 AN2108  HISTORY     - 1934     GOOD             CGS
 AN2108  HISTORY     - 1938     GOOD             LOCSUR
 AN2108  HISTORY     - 1949     GOOD             CGS
 AN2108  HISTORY     - 1953     GOOD             USGS
 AN2108  HISTORY     - 1970     SEE DESCRIPTION  CHOCO
 AN2108  HISTORY     - 1974     SEE DESCRIPTION  USGS
 AN2108
 AN2108                          STATION DESCRIPTION
 AN2108
 AN2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JCG)
 AN2108'ON THE SW SHORE OF COPANO BAY, ON THE HIGH GROUND ON THE POINT
 AN2108'AT THE W SIDE OF THE ENTRANCE TO PUERTO BAY, 50 METERS W OF
 AN2108'THE EXTREMITY OF THE POINT, AND 20 METERS BACK FROM THE EDGE
 AN2108'OF THE BANK ON THE COPANO BAY SIDE.
 AN2108'
 AN2108'(OLD) NOTE 1--THE STATION IS MARKED WITH A STANDARD DISK
 AN2108'STATION MARK SET IN A CORE OF CEMENT 2 FEET IN DIAMETER
 AN2108'AND 2-1/2 FEET DEEP.  THE UNDERGROUND OR SUBSURFACE MARK IS A
 AN2108'BOTTLE OR A SPIKE ALSO SET IN CONCRETE FROM 2-1/2 TO 3-1/2
 AN2108'FEET BELOW THE SURFACE.
 AN2108'
 AN2108'(OLD) NOTE 2--SAME AS (OLD) NOTE 1, WITH THE ADDITION THAT
 AN2108'REFERENCE MARK 1 IS A BOTTLE EMBEDDED IN A CONCRETE CORE
 AN2108'2-1/2 FEET BELOW THE SURFACE, THE SURFACE MARK BEING ALSO
 AN2108'A BOTTLE SET IN A CORE OF CONCRETE ABOUT 18 INCHES IN DIAMETER.
 AN2108'REFERENCE MARK 2 IS A STANDARD DISK REFERENCE MARK EMBEDDED
 AN2108'IN CONCRETE WITH A BOTTLE AS AN UNDERGROUND MARK ALSO SET IN
 AN2108'A CORE OF CONCRETE 2-1/2 FEET BELOW THE SURFACE.  IN SOME
 AN2108'CASES THE UNDERGROUND MARK IS A SPIKE INSTEAD OF A BOTTLE.
 AN2108'
 AN2108'REFERENCE MARK 1 IS 19.60 METERS FROM THE STATION N 85 DEG 41 MIN W.
 AN2108'
 AN2108'REFERENCE MARK 2 IS 43.33 METERS FROM THE STATION N 83 DEG 42 MIN W.
 AN2108
 AN2108                          STATION RECOVERY (1934)
 AN2108
 AN2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2108'STATION IS LOCATED ABOUT 7 MILES WNW OF ROCKPORT, ON RINCON DE
 AN2108'LA CERA POINT.  IT IS 7 METERS S OF N BANK OF BLUFF, 25
 AN2108'METERS N OF S BANK OF BLUFF, 50 METERS SSW OF GRASS LINE AT
 AN2108'EDGE OF BAY, AND 35 METERS NW FROM THE POINT OF BLUFF WHICH IS
 AN2108'2-1/2 FEET HIGH.  BEYOND THE BLUFF A SAND FLAT, ABOUT 200
 AN2108'METERS WIDE, EXTENDS OUT IN A GENERAL SE DIRECTION FOR ABOUT
 AN2108'ONE MILE.
 AN2108'
 AN2108'THE OLD REFERENCE MARKS WERE NOT RECOVERED.  TWO NEW REFERENCE
 AN2108'MARKS WERE ESTABLISHED.  BOTH REFERENCE MARKS ARE BRONZE
 AN2108'DISKS SET IN CONCRETE.
 AN2108'
 AN2108'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM STATION--BAYSIDE
 AN2108'HOTEL, 304 DEG.  WINDMILL (1 MILE DISTANT), 224 DEG.
 AN2108
 AN2108                          STATION RECOVERY (1938)
 AN2108
 AN2108'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 AN2108'RECOVERED BY GEOTECHNICAL CORPORATION.
 AN2108'
 AN2108'RECOVERED IN GOOD CONDITION.
 AN2108
 AN2108                          STATION RECOVERY (1949)
 AN2108
 AN2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN2108'STATION MARK, 1934 R.M.S 1 AND 2, AND 1911 R.M. 1 WERE RECOVERED
 AN2108'IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED
 AN2108'AND FOUND TO BE CORRECT EXCEPT THE DISTANCE TO R.M. 1 IS 19.57
 AN2108'METERS.  DUE TO CHANGES, NEITHER THE ORIGINAL DESCRIPTION NOR
 AN2108'THE 1934 RECOVERY NOTE IS ADEQUATE.  COMPLETE NEW DESCRIPTION
 AN2108'FOLLOWS--
 AN2108'
 AN2108'STATION IS LOCATED ABOUT 7 MILES WNW OF ROCKPORT, ON RINCON
 AN2108'DE LA CORA POINT.  IT IS 3.4 MILES S OF THE N EDGE OF LOW
 AN2108'BLUFF, 25 METERS N OF S EDGE OF BLUFF, 35 METERS NW OF POINT
 AN2108'OF BLUFF.  MARSH ADJOINS THE BLUFF ON THE S AND SE.  MARK IS
 AN2108'STAMPED STAR 11 31 34 AND IS NOW FLUSH.
 AN2108'
 AN2108'R.M. 1 1934 IS SE OF THE STATION, 13 METERS N OF EDGE OF
 AN2108'MARSH.  IT IS A BRONZE REFERENCE DISK, STAMPED STAR 1911-34, AND
 AN2108'PROJECTS 3 INCHES.
 AN2108'
 AN2108'R.M. 1 1911 IS 11.3 METERS S OF N EDGE OF BLUFF.  TOP OF
 AN2108'BOTTLENECK FLUSH WITH CONCRETE WHICH IS FLUSH WITH GROUND.
 AN2108'
 AN2108'R.M. 2 1934 IS 1 M. S OF N EDGE OF BLUFF, ON S SIDE OF
 AN2108'ROAD RUNNING OUT POINT.  DISK IS STAMPED STAR 1911-34 AND PROJECTS
 AN2108'4 INCHES.
 AN2108'
 AN2108'TO REACH THE STATION FROM GREGORY, GO N ON FARM ROAD 136
 AN2108'TOWARD BAYSIDE TO THE S END OF BRIDGE OVER COPANO BAY, TURN
 AN2108'E (RIGHT) ALONG SHORE OF BAY ON DIRT ROAD (OLD BAYSIDE-ROCKPORT
 AN2108'ROAD) AND GO 2.1 MILES TO A GATE ON N SIDE OF ROAD, PASS
 AN2108'THROUGH GATE AND GO 0.4 MILE TO A HOUSE, TURN E (RIGHT)
 AN2108'ALONG BAY SHORE AND GO 1.0 MILE TO END OF FIELD ROAD AND
 AN2108'STATION.
 AN2108
 AN2108                          STATION RECOVERY (1953)
 AN2108
 AN2108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AN2108'STATION RECOVERED IN GOOD CONDITION.  STAMPED STAR 1911.
 AN2108'
 AN2108'TO REACH FROM POST OFFICE IN BAYSIDE, GO ONE BLOCK NW TO
 AN2108'HWY 136, TURN LEFT, SW, FOR 4.0 MILES ALONG HWAY 136 TO
 AN2108'T-JUNCTION SE, TURN LEFT SE AND FOLLOW ROAD FOR 1.1 MILES TO
 AN2108'CROSS ROADS, TURN LEFT AND FOLLOW MAIN ROAD FOR 2.3 MILES
 AN2108'TO Y-JUNCTION, TURN RIGHT, SE, FOR 0.4 MILES TO ROAD TO
 AN2108'HOUSE, SIGN BY GATE READ COPANO RANCH, TURN LEFT N AND FOLLOW
 AN2108'ROAD TO HOUSE, TURN RIGHT, SE, ALONG TRAIL FOR 1.1 MILES TO
 AN2108'STATION.  STATION IS 15 FEET N OF TRAIL, 3.5 FEET S OF BLUFF
 AN2108'AND 102 FEET NW OF POINT OF BLUFF.
 AN2108
 AN2108                          STATION RECOVERY (1970)
 AN2108
 AN2108'RECOVERY NOTE BY CHEVRON OIL COMPANY 1970 (RSC)
 AN2108'RECOVERED BY CHEVRON OIL CO.
 AN2108'
 AN2108'APPARENTLY THE STATION AND ALL REFERENCE MARKERS ARE DESTROYED.
 AN2108'
 AN2108'WE FOUND ALL REFERENCE MARKERS (INCLUDING SUBSURFACE) OUT IN
 AN2108'COPANO BAY.  WE DID NOT FIND THE STATION STAR ITSELF, BUT
 AN2108'ASSUMED IT TO BE FARTHER OUT INTO BAY. - ALL ABOVE MARKERS WERE
 AN2108'IN 6 IN TO 10 IN OF WATER - 10 FT TO 30 FT FROM PRESENT SOUTH
 AN2108'BANK OF BAY.
 AN2108'
 AN2108'IT IS OUR OPINION THIS STATION WILL HAVE TO BE RE-ESTABLISHED
 AN2108'IN ITS ENTIRETY.
 AN2108
 AN2108                          STATION RECOVERY (1974)
 AN2108
 AN2108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (VH)
 AN2108'BELIEVE THE STATION HAS BEEN WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6756 ***********************************************************************
 AW6756  DESIGNATION -  STAR
 AW6756  PID         -  AW6756
 AW6756  STATE/COUNTY-  TX/HARRIS
 AW6756  USGS QUAD   -  ALDINE (1995)
 AW6756
 AW6756                         *CURRENT SURVEY CONTROL
 AW6756  ___________________________________________________________________
 AW6756* NAD 83(1993)-  29 57 56.35507(N)    095 24 12.81772(W)     ADJUSTED  
 AW6756* NAVD 88     -        29.3    (meters)      96.     (feet)  VERTCON   
 AW6756  ___________________________________________________________________
 AW6756  X           -    -520,776.245 (meters)                     COMP
 AW6756  Y           -  -5,505,585.506 (meters)                     COMP
 AW6756  Z           -   3,167,076.864 (meters)                     COMP
 AW6756  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6756  ELLIP HEIGHT-           1.85  (meters)          (02/16/96) GPS OBS
 AW6756  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW6756
 AW6756  HORZ ORDER  -  FIRST
 AW6756  ELLP ORDER  -  FIFTH     CLASS I
 AW6756
 AW6756.The horizontal coordinates were established by classical geodetic methods
 AW6756.and adjusted by the National Geodetic Survey in February 1996..
 AW6756
 AW6756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6756
 AW6756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW6756
 AW6756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6756
 AW6756.The ellipsoidal height was determined by GPS observations
 AW6756.and is referenced to NAD 83.
 AW6756
 AW6756.The geoid height was determined by GEOID03.
 AW6756
 AW6756;                    North         East     Units Scale Factor Converg.
 AW6756;SPC TXSC     - 4,241,658.527   947,045.299   MT  0.99992366   +1 45 43.0
 AW6756;SPC TXSC     -13,916,174.68  3,107,097.79   sFT  0.99992366   +1 45 43.0
 AW6756;UTM  15      - 3,317,410.332   268,068.036   MT  1.00026373   -1 12 03.8
 AW6756
 AW6756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6756!SPC TXSC     -   0.99999971  x   0.99992366  =   0.99992337
 AW6756!UTM  15      -   0.99999971  x   1.00026373  =   1.00026344
 AW6756
 AW6756|---------------------------------------------------------------------|
 AW6756| PID    Reference Object                     Distance      Geod. Az  |
 AW6756|                                                           dddmmss.s |
 AW6756| CV6816 STAR RM 1                            25.822 METERS 17817     |
 AW6756| CV6815 STAR AZ MK                                         2701719.2 |
 AW6756| CV6817 STAR RM 2                            27.733 METERS 31646     |
 AW6756|---------------------------------------------------------------------|
 AW6756
 AW6756                          SUPERSEDED SURVEY CONTROL
 AW6756
 AW6756  NAD 83(1986)-  29 57 56.37007(N)    095 24 12.79926(W) AD(       ) 1
 AW6756  NAD 27      -  29 57 55.57120(N)    095 24 12.02436(W) AD(       ) 1
 AW6756  NGVD 29 (03/26/93)   29.3    (m)           96.     (f) GPS OBS        
 AW6756
 AW6756.Superseded values are not recommended for survey control.
 AW6756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6756.See file dsdata.txt to determine how the superseded data were derived.
 AW6756
 AW6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6806817410(NAD 83)
 AW6756_MARKER: DD = SURVEY DISK
 AW6756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6756_SP_SET: CONCRETE POST
 AW6756_STAMPING: STAR 1967
 AW6756_MARK LOGO: CGS   
 AW6756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW6756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW6756+STABILITY: POSITION/ELEVATION WELL
 AW6756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6756+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1992
 AW6756
 AW6756  HISTORY     - Date     Condition        Report By
 AW6756  HISTORY     - 1968     MONUMENTED       CGS
 AW6756  HISTORY     - 1968     GOOD             CGS
 AW6756  HISTORY     - 1973     GOOD             NGS
 AW6756  HISTORY     - 19921026 GOOD             NOS
 AW6756
 AW6756                          STATION DESCRIPTION
 AW6756
 AW6756'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6756'THE STATION IS LOCATED ON THE PROPERTY OF THE STAR OF HOPE FARM
 AW6756'ABOUT 4 MILES SOUTH-SOUTHEAST OF WESTFIELD, 3-1/2 MILES
 AW6756'WEST-SOUTHWEST OF THE HOUSTON INTERCONTINENTAL AIRPORT CONTROL TOWER
 AW6756'AND 0.9 MILE EAST OF INTERSTATE HIGHWAY 45.
 AW6756'
 AW6756'TO REACH THE STATION FROM THE I-45 OVERCROSSING OVER RANKIN ROAD, GO
 AW6756'EAST ON RANKIN ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AW6756'CONTINUE EAST ON RANKIN ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT AND
 AW6756'THE STATION IN THE SOUTHEAST ANGLE FORMED BY THE INTERSECTION.
 AW6756'
 AW6756'THE STATION MARK IS A STANDARD DISK STAMPED STAR 1967, SET IN THE
 AW6756'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6756'THE GROUND SURFACE.  IT IS 108 FEET SOUTH OF THE CENTER OF RANKIN
 AW6756'ROAD, 67 FEET SOUTHEAST OF THE CENTER OF THE CATTLE GUARD ACROSS
 AW6756'THE GRAVELED ROAD LEADING TO THE STAR OF HOPE FARM HEADQUARTERS, 31
 AW6756'FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET WEST OF A
 AW6756'NORTH-SOUTH FENCE LINE.
 AW6756'
 AW6756'REFERENCE MARK 1 IS A STANDARD DISK STAMPED STAR NO 1 1967, SET IN
 AW6756'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 6
 AW6756'INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE CENTER
 AW6756'OF THE GRAVELED ROAD AND 0.7 FOOT WEST OF THE NORTH-SOUTH FENCE
 AW6756'LINE.
 AW6756'
 AW6756'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STAR NO 2 1967, SET IN
 AW6756'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 3
 AW6756'INCHES ABOVE THE GROUND SURFACE.  IT IS 45.6 FEET WEST OF A POWER
 AW6756'LINE POLE, 40 FEET SOUTH OF THE CENTER OF RANKIN ROAD, 24.2 FEET
 AW6756'NORTHWEST OF THE SOUTHWEST CORNER OF THE CATTLE GUARD AND IN AN
 AW6756'EAST-WEST FENCE LINE.
 AW6756'
 AW6756'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STAR 1967, SET IN THE
 AW6756'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES
 AW6756'ABOVE THE GROUND SURFACE.  IT IS 38.8 FEET SOUTH OF THE CENTER OF
 AW6756'RANKIN ROAD, 2.1 FEET EAST OF A POWER LINE POLE AND 1.3 FEET NORTH
 AW6756'OF AN EAST-WEST FENCE LINE.  (SOUTH RIGHT-OF-WAY FENCE ALONG
 AW6756'RANKIN ROAD.)
 AW6756'
 AW6756'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 AW6756
 AW6756                          STATION RECOVERY (1968)
 AW6756
 AW6756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 AW6756'RECOVERED IN GOOD CONDITION.
 AW6756
 AW6756                          STATION RECOVERY (1973)
 AW6756
 AW6756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 AW6756'STATION STAR 1968, R.M. 1, AND R.M. 2 WERE RECOVERED IN GOOD
 AW6756'CONDITION.
 AW6756'
 AW6756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SSE OF
 AW6756'WESTFIELD.
 AW6756
 AW6756                          STATION RECOVERY (1992)
 AW6756
 AW6756'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW6756'THE STATION WAS FOUND AS DESCRIBED WITH THE FOLLOWING ADDITIONS, THE
 AW6756'CATTLE GUARD HAS BEEN REPLACED BY A METAL GATE, 20.5 M (67.3 FT)
 AW6756'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 9.2 M (30.2 FT) WEST OF THE
 AW6756'CENTERLINE OF THE CALICHE ROAD, AND 5.8 EAST-SOUTHEAST OF A FENCE
 AW6756'CORNER EAST OF THE GATE.
 AW6756'DESC. BY  P.WALBOLT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0946 ***********************************************************************
 BP0946  DESIGNATION -  STAR
 BP0946  PID         -  BP0946
 BP0946  STATE/COUNTY-  TX/JEFF DAVIS
 BP0946  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0946
 BP0946                         *CURRENT SURVEY CONTROL
 BP0946  ___________________________________________________________________
 BP0946* NAD 83(1993)-  30 46 39.07736(N)    103 47 40.00066(W)     ADJUSTED  
 BP0946* NAVD 88     -      1934.3    (meters)    6346.     (feet)  VERTCON   
 BP0946  ___________________________________________________________________
 BP0946  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 BP0946  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BP0946
 BP0946  HORZ ORDER  -  FIRST
 BP0946
 BP0946.The horizontal coordinates were established by classical geodetic methods
 BP0946.and adjusted by the National Geodetic Survey in February 1996..
 BP0946
 BP0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0946
 BP0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0946
 BP0946.The geoid height was determined by GEOID03.
 BP0946
 BP0946;                    North         East     Units Scale Factor Converg.
 BP0946;SPC TX C     - 3,128,297.023   368,774.308   MT  0.99988933   -1 46 57.6
 BP0946;SPC TX C     -10,263,421.15  1,209,887.04   sFT  0.99988933   -1 46 57.6
 BP0946;UTM  13      - 3,405,567.235   615,360.035   MT  0.99976416   +0 37 01.0
 BP0946
 BP0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0946!SPC TX C     -   0.99969975  x   0.99988933  =   0.99958911
 BP0946!UTM  13      -   0.99969975  x   0.99976416  =   0.99946398
 BP0946
 BP0946:                Primary Azimuth Mark                     Grid Az
 BP0946:SPC TX C     -  STAR AZ MK                               098 50 12.4
 BP0946:UTM  13      -  STAR AZ MK                               096 26 13.8
 BP0946
 BP0946|---------------------------------------------------------------------|
 BP0946| PID    Reference Object                     Distance      Geod. Az  |
 BP0946|                                                           dddmmss.s |
 BP0946| CI0549 STAR AZ MK                                         0970314.8 |
 BP0946| BP0947 STAR                                 28.320 METERS 11545     |
 BP0946| BP0948 STAR TREE SIGNAL                     21.700 METERS 11713     |
 BP0946| CI0550 STAR RM 1                            13.936 METERS 19245     |
 BP0946| BQ0414 BALDY                               APPROX.39.6 KM 2464049.1 |
 BP0946| BP0943 BLACK MOUNTAIN                      APPROX.18.9 KM 2511738.9 |
 BP0946| BP0949 STAR RM 3                           153.140 METERS 27609     |
 BP0946| CI0551 STAR RM 2                            18.507 METERS 30706     |
 BP0946|---------------------------------------------------------------------|
 BP0946
 BP0946                          SUPERSEDED SURVEY CONTROL
 BP0946
 BP0946  NAD 83(1986)-  30 46 39.07662(N)    103 47 40.00010(W) AD(       ) 1
 BP0946  NAD 27      -  30 46 38.53400(N)    103 47 38.34600(W) AD(       ) 1
 BP0946  NGVD 29 (07/19/86) 1933.8    (m)         6344.     (f) VERT ANG       
 BP0946
 BP0946.Superseded values are not recommended for survey control.
 BP0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0946.See file dsdata.txt to determine how the superseded data were derived.
 BP0946
 BP0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ1536005567(NAD 83)
 BP0946_MARKER: DS = TRIANGULATION STATION DISK
 BP0946_SETTING: 66 = SET IN ROCK OUTCROP
 BP0946
 BP0946  HISTORY     - Date     Condition        Report By
 BP0946  HISTORY     - 1917     MONUMENTED       CGS
 BP0946  HISTORY     - 1942     GOOD             CGS
 BP0946  HISTORY     - 1970     GOOD             USAF
 BP0946  HISTORY     - 1977     GOOD             NGS
 BP0946
 BP0946                          STATION DESCRIPTION
 BP0946
 BP0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BP0946'ABOUT 15 MILES S OF BALMORHEA, A TOWN ON PECOS VALLEY AND
 BP0946'TOYAHVALE RAILWAY, 18 MILES N OF FORT DAVIS, 2 MILES W OF
 BP0946'FORT DAVIS-LYMPIA CREEK-FORT STOCKTON WAGON ROAD, AT LYMPIA POST
 BP0946'OFFICE, AT POINT WHERE BALMORHEA ROAD BRANCHES TO W, NEAR
 BP0946'CENTER OF E AND W FLAT-TOPPED MESA KNOWN AS STAR MOUNTAIN AND
 BP0946'ABOUT 15 METERS (49 FEET) FROM N CLIFF.  STATION IS MARKED BY A
 BP0946'STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BP0946'REFERENCE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 BP0946'A ROCK, ABOUT 2 FEET SQUARE AND 18 INCHES HIGH ABOUT
 BP0946'MIDWAY OF RIDGE N AND S, AND 14.06 METERS (46.1 FEET) FROM
 BP0946'STATION S 13 DEG 08 MIN W.  FOLLOWING DISTANCES AND
 BP0946'BEARINGS ARE FROM STATION--BLACK MOUNTAIN, 11.8 MILES,
 BP0946'S 71 DEG 18 MIN W, MITRE PEAK (CAIRN), 20 MILES,
 BP0946'S 01 DEG 07 MIN E, STAR (U.S.G.S.), 28.32 METERS (92.9
 BP0946'FEET), S 64 DEG 10 MIN.  TREE (U.S.G.S.) SIGNAL, 21.7 METERS (71
 BP0946'FEET), S 62 DEG 58 MIN.  ELEVATION OF STATION, 1,933.8 METERS
 BP0946'(6,344 FEET).
 BP0946
 BP0946                          STATION RECOVERY (1942)
 BP0946
 BP0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0946'STATION IS BY AIR LINE DISTANCES ABOUT 15 MILES S OF BALMORHEA,
 BP0946'16 MILES ENE OF THE MC DONALD OBSERVATORY, AND 14 MILES NE OF
 BP0946'FORT DAVIS.  IT IS ABOUT 2-1/2 MILES W OF STATE HIGHWAY 17 AT
 BP0946'THE NEAREST POINT, ON A PROMINENT MOUNTAIN NEAR THE NE CORNER
 BP0946'OF THE DAVIS MOUNTAINS.  THIS MOUNTAIN, KNOWN LOCALLY AS STAR
 BP0946'MOUNTAIN, IS FLAT-TOP PASTURE LAND, WITH A SLIGHT GROWTH OF
 BP0946'PINON AND SCRUB OAK.  THE TOP OF THIS MOUNTAIN EXTENDS IN AN E-W
 BP0946'DIRECTION.
 BP0946'
 BP0946'THE STATION IS NEAR THE CENTER OF THIS FLAT TOP, ABOUT 15 METERS
 BP0946'FROM THE N RIM.  IT IS MARKED BY A STANDARD DISK, STAMPED STAR
 BP0946'1917, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 18
 BP0946'INCHES SQUARE AND PROJECTS 14 INCHES ABOVE THE GROUND.  1917
 BP0946'STAR IS SCRATCHED IN THE CEMENT SURROUNDING THE MARK.
 BP0946'
 BP0946'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED STAR NO. 1
 BP0946'1917, CEMENTED IN A BOULDER 24 INCHES SQUARE AND PROJECTING 18
 BP0946'INCHES ABOVE THE GROUND.
 BP0946'
 BP0946'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED STAR NO. 2
 BP0946'1942, CEMENTED IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.
 BP0946'
 BP0946'AZIMUTH MARK IS A STANDARD DISK, STAMPED STAR 1917, CEMENTED
 BP0946'IN A DRILL HOLE IN AN EMBEDDED BOULDER THAT PROJECTS ABOUT 8
 BP0946'INCHES ABOVE GROUND.
 BP0946'
 BP0946'THE U.S.G.S. STATION, A ROCK BEARING THE LETTERS USGS WAS
 BP0946'NOT RECOVERED BY THE OBSERVING PARTY, WHO SEARCHED FOR IT.
 BP0946'HOWEVER, A LIGHT KEEPER REPORTED THAT THE MARK IS STILL IN
 BP0946'PLACE.
 BP0946'
 BP0946'TO REACH STATION FROM POST OFFICE IN FORT DAVIS, GO N ON
 BP0946'STATE HIGHWAY 17 FOR 1.3 MILES, TAKE RIGHT FORK (STATE HIGHWAY
 BP0946'17, PAVED) FOR 18.6 MILES TO A DIRT ROAD TO RIGHT WHERE STATE
 BP0946'HIGHWAY 17 MAKES A DECIDED BEND NW.  CONTINUE ON HIGHWAY 0.9
 BP0946'MILE, TURN LEFT OFF HIGHWAY THROUGH GATE.  (STATION LIES AT 233
 BP0946'DEG MAGNETIC BEARING.) FOLLOW DIM TRACK ROAD WSW 0.7 MILE TO
 BP0946'A GATE BETWEEN TWO ROCKY KNOLLS, PASS THROUGH GATE AND CONTINUE
 BP0946'ON TRACK ROAD 0.5 MILE TO END OF ROAD AT WATER TROUGH, KEEP
 BP0946'STRAIGHT AHEAD 0.1 MILE TO BASE OF RIDGE, APPROXIMATELY 150
 BP0946'YARDS E OF WOODEN WATER TANK ON CREST OF RIDGE.  LEAVE TRUCK AND
 BP0946'FOLLOW COW TRAIL UP CREST OF RIDGE WESTWARD TO WATER TANK,
 BP0946'THENCE CONTINUE ON STOCK TRAIL, W, TO HEAD OF DRAW ON
 BP0946'LEFT, APPROXIMATELY 1/2 MILE, THENCE BEAR LEFT (SW) ALONG MAIN
 BP0946'RIDGE TO TOP OF MOUNTAIN AND STATION.
 BP0946'
 BP0946'NOTE.--THE ABOVE DISTANCE TO REFERENCE MARK NO. 1 DIFFERS FROM
 BP0946'DISTANCE GIVEN IN 1917 DESCRIPTION, WHICH WAS 14.06 METERS.
 BP0946'THE ABOVE MEASUREMENT WAS CHECKED.
 BP0946
 BP0946                          STATION RECOVERY (1970)
 BP0946
 BP0946'RECOVERY NOTE BY US AIR FORCE 1970 (WRS)
 BP0946'STAR 1917-MAIN MARK- GOOD CONDITION
 BP0946'
 BP0946'STAR NO 1 1917-R.M. 1- GOOD CONDITION
 BP0946'
 BP0946'STAR NO 2 1942-R.M. 2- GOOD CONDITION AS DESCRIBED BY J.C.S.
 BP0946'IN 1942
 BP0946'
 BP0946'MAIN MARK - SET IN TRAPEZOID SHAPE ROCK 7 IN BY 17 IN AND
 BP0946'PROJECTING 12 IN.
 BP0946'
 BP0946'R.M. 1- SET IN ROCK 17 IN BY 19 IN AND PROJECTING 14 IN.  NO
 BP0946'ATTEMPT MADE TO RECOVER AZIMUTH MARK OR ROUTE DESCRIPTION.
 BP0946'STATION VISITED BY HELI.  DISTANCES TO REFERENCE MARKS CORRECT
 BP0946'AS DESCRIBED IN 1942 BY J.C.S.
 BP0946'
 BP0946'STATION STAR IS LOCATED 47 MILES S/SW OF PECOS AND 15 MILES N/NE
 BP0946'OF FORT DAVIS IN THE NE PART OF THE DAVIS MTS. ON AN E/W FLAT TOP
 BP0946'MESA KNOWN AS STAR MOUNTAIN.  IT IS SITUATED IN THE WESTERN
 BP0946'PART OF THE MESA APPROXIMATELY 150 FEET FROM THE NORTH CLIFF.
 BP0946
 BP0946                          STATION RECOVERY (1977)
 BP0946
 BP0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BP0946'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 BP0946'DESCRIBED BY J.C.S. IN 1942.  THE AZIMUTH MARK WAS NOT
 BP0946'RECOVERED AT THIS TIME.
 BP0946'REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 BP0946'STATION WAS REACHED BY HELICOPTER.  A DRIVE TO REACH FOLLOWS.
 BP0946'
 BP0946'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF BALMORHEA, 16
 BP0946'MILES EAST-NORTHEAST OF THE MCDONALD OBSERVATORY AND 14
 BP0946'MILES NORTHEAST OF FORT DAVIS.  IT IS ON A PROMINENT FLAT
 BP0946'TOP MOUNTAIN KNOWN LOCALLY AS STAR MOUNTAIN.  PROPERTY
 BP0946'OWNED BY MR. JOHN E. WILLIAMS, FORT DAVIS, TEXAS 79734.
 BP0946'TELEPHONE NUMBER IS 915 426 3338.
 BP0946'
 BP0946'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BP0946'NORTH ON STATE HIGHWAY 17 FOR 1.3 MILES TO THE JUNCTION WITH
 BP0946'HIGHWAY 118.  TURN RIGHT, FOLLOWING HIGHWAY 17 NORTHERLY FOR
 BP0946'18.6 MILES TO A SIDE ROAD RIGHT WHERE STATE HIGHWAY 17 MAKES
 BP0946'A SHARP BEND TO THE LEFT.  CONTINUE NORTHERLY ON HIGHWAY 17
 BP0946'FOR 0.9 MILE TO A SIDE ROAD LEFT.  TURN LEFT THROUGH A GATE
 BP0946'AND FOLLOW DIM TRACK ROAD FOR 0.7 MILE TO A GATE BETWEEN TWO
 BP0946'ROCKY KNOLLS.  PASS THROUGH GATE AND CONTINUE FOLLOWING TRACK
 BP0946'ROAD FOR 0.5 MILE TO END OF THE ROAD AT A WATER TANK.
 BP0946'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE BASE OF THE RIDGE
 BP0946'AND END OF TRUCK TRAVEL.  FOLLOW THE COW TRAIL, UPHILL,
 BP0946'PASSING BY A WATER TANK FOR APPROXIMATELY 0.5 MILE TO THE
 BP0946'HEAD OF A DRAW ON THE LEFT.  BEAR LEFT ALONG THE MAIN
 BP0946'RIDGE TO THE TOP OF THE MOUNTAIN AND THE STATION.
 BP0946'
 BP0946'THE STATION MARK, STAMPED---STAR 1917---, IS A STANDARD
 BP0946'DISK CEMENTED
 BP0946'IN A DRILL HOLE IN A 18 INCH BOULDER THAT PROJECTS 14 INCHES
 BP0946'ABOVE THE GROUND SURFACE.  IT IS NEAR THE CENTER OF
 BP0946'AND ABOUT 15 METERS SOUTH OF THE NORTH RIM OF THE FLAT TOPPED
 BP0946'MOUNTAIN.
 BP0946'1917 STAR IS SCRATCHED IN THE CEMENT SURROUNDING THE MARK.
 BP0946'
 BP0946'REFERENCE MARK 1, STAMPED---STAR NO 1 1917---, IS A STANDARD
 BP0946'DISK CEMENTED IN A 24 INCH BOULDER THAT PROJECTS 18 INCHES
 BP0946'ABOVE THE GROUND SURFACE.
 BP0946'
 BP0946'REFERENCE MARK 2, STAMPED---STAR NO 2 1942---, IS A STANDARD
 BP0946'DISK CEMENTED IN BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.
 BP0946'
 BP0946'REFERENCE MARK 3, STAMPED---STAR 1917 NO 3 1977---, IS A
 BP0946'STANDARD DISK CEMENTED IN BEDROCK THAT IS FLUSH WITH THE
 BP0946'GROUND SURFACE.  THE MARK IS 9.3 FEET NORTH OF A 6 INCH
 BP0946'DIAMETER BUSH.
 BP0946'
 BP0946'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0947 ***********************************************************************
 BP0947  DESIGNATION -  STAR
 BP0947  PID         -  BP0947
 BP0947  STATE/COUNTY-  TX/JEFF DAVIS
 BP0947  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0947
 BP0947                         *CURRENT SURVEY CONTROL
 BP0947  ___________________________________________________________________
 BP0947* NAD 83(1993)-  30 46 38.67783(N)    103 47 39.04138(W)     ADJUSTED  
 BP0947* NAVD 88     -      1934.     (meters)    6345.     (feet)  SCALED    
 BP0947  ___________________________________________________________________
 BP0947  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 BP0947  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BP0947
 BP0947  HORZ ORDER  -  SECOND
 BP0947
 BP0947.The horizontal coordinates were established by classical geodetic methods
 BP0947.and adjusted by the National Geodetic Survey in February 1996..
 BP0947
 BP0947.The orthometric height was scaled from a topographic map.
 BP0947
 BP0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0947
 BP0947.The geoid height was determined by GEOID03.
 BP0947
 BP0947;                    North         East     Units Scale Factor Converg.
 BP0947;SPC TX C     - 3,128,283.933   368,799.417   MT  0.99988934   -1 46 57.1
 BP0947;SPC TX C     -10,263,378.20  1,209,969.42   sFT  0.99988934   -1 46 57.1
 BP0947;UTM  13      - 3,405,555.210   615,385.668   MT  0.99976423   +0 37 01.5
 BP0947
 BP0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0947!SPC TX C     -   0.99969972  x   0.99988934  =   0.99958909
 BP0947!UTM  13      -   0.99969972  x   0.99976423  =   0.99946402
 BP0947
 BP0947                          SUPERSEDED SURVEY CONTROL
 BP0947
 BP0947  NAD 83(1986)-  30 46 38.67710(N)    103 47 39.04082(W) AD(       ) 2
 BP0947  NAD 27      -  30 46 38.13000(N)    103 47 37.39000(W) AD(       ) 2
 BP0947
 BP0947.Superseded values are not recommended for survey control.
 BP0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0947.See file dsdata.txt to determine how the superseded data were derived.
 BP0947
 BP0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ1538605555(NAD 83)
 BP0947_MARKER: Z = SEE DESCRIPTION
 BP0947_SETTING: 0 = UNSPECIFIED SETTING
 BP0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0947
 BP0947  HISTORY     - Date     Condition        Report By
 BP0947  HISTORY     - 1917     MONUMENTED       USGS
 BP0947
 BP0947                          STATION DESCRIPTION
 BP0947
 BP0947'DESCRIBED BY US GEOLOGICAL SURVEY 1917 (EHP)
 BP0947'A FLAT-TOPPED ROCK 18 BY 12 INCHES ALMOST FLUSH WITH GROUND,
 BP0947'ABOUT 40 METERS (131 FEET) S OF N EDGE OF CLIFF.  STATION
 BP0947'STAR IS 28.32 METERS (92.9 FEET) DISTANT N 64 DEG 10 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5290 ***********************************************************************
 AH5290  DESIGNATION -  STAR ET
 AH5290  PID         -  AH5290
 AH5290  STATE/COUNTY-  TX/HOOD
 AH5290  USGS QUAD   -  TOLAR (1979)
 AH5290
 AH5290                         *CURRENT SURVEY CONTROL
 AH5290  ___________________________________________________________________
 AH5290* NAD 83(1993)-  32 28 40.62094(N)    097 54 25.03134(W)     ADJUSTED  
 AH5290* NAVD 88     -       298.7    (meters)     980.     (feet)  VERTCON   
 AH5290  ___________________________________________________________________
 AH5290  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 AH5290  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AH5290
 AH5290  HORZ ORDER  -  THIRD
 AH5290
 AH5290.The horizontal coordinates were established by classical geodetic methods
 AH5290.and adjusted by the National Geodetic Survey in July 1998..
 AH5290
 AH5290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5290
 AH5290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5290
 AH5290.The geoid height was determined by GEOID03.
 AH5290
 AH5290;                    North         East     Units Scale Factor Converg.
 AH5290;SPC TXNC     - 2,090,121.330   655,741.594   MT  0.99992240   +0 19 24.4
 AH5290;SPC TXNC     - 6,857,339.73  2,151,378.88   sFT  0.99992240   +0 19 24.4
 AH5290;UTM  14      - 3,593,940.985   602,707.618   MT  0.99973008   +0 35 13.2
 AH5290
 AH5290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5290!SPC TXNC     -   0.99995757  x   0.99992240  =   0.99987998
 AH5290!UTM  14      -   0.99995757  x   0.99973008  =   0.99968767
 AH5290
 AH5290                          SUPERSEDED SURVEY CONTROL
 AH5290
 AH5290  NGVD 29 (07/28/98)  298.6    (m)          980.     (f) VERT ANG       
 AH5290
 AH5290.Superseded values are not recommended for survey control.
 AH5290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5290.See file dsdata.txt to determine how the superseded data were derived.
 AH5290
 AH5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA0270893941(NAD 83)
 AH5290_MARKER: DS = TRIANGULATION STATION DISK
 AH5290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5290_PROJECTION: FLUSH
 AH5290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5290+STABILITY: SURFACE MOTION
 AH5290
 AH5290  HISTORY     - Date     Condition        Report By
 AH5290  HISTORY     - 1959     MONUMENTED       USGS
 AH5290  HISTORY     - 20020320 GOOD             USPSQD
 AH5290
 AH5290                          STATION DESCRIPTION
 AH5290
 AH5290'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5290'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 7 MI. NW. OF GRANBURY,
 AH5290'8.5 MI. SE. OF LIPAN AND 400 FT. S. OF FARM ROAD 4 ON THE BLACK RANCH
 AH5290'ON A LOW HILL AT A GROUP OF DEAD TREES, 30 FT. N. OF THE TRUNK OF THE
 AH5290'N. TREE OF THREE.
 AH5290'TO REACH THE STATION FROM THE POST OFFICE AT GRANBURY, GO N. FOR 0.3
 AH5290'MI. TO FARM ROAD 4, TURN LEFT AND GO WESTERLY ON FARM ROAD 4 FOR 8.7
 AH5290'MI. TO CATTLEGUARD S., TURN LEFT AND GO S. FOR 0.1 MI., LEAVING RD.
 AH5290'JUST AFTER CROSSING CATTLEGUARD TO TOP OF THE RISE AND STATION.
 AH5290'STATION MARK--STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 AH5290'PROJECTING 0.4 FT., STAMPED---STAR-ET 1959---.
 AH5290
 AH5290                          STATION RECOVERY (2002)
 AH5290
 AH5290'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 AH5290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0949 ***********************************************************************
 BP0949  DESIGNATION -  STAR RM 3
 BP0949  PID         -  BP0949
 BP0949  STATE/COUNTY-  TX/JEFF DAVIS
 BP0949  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0949
 BP0949                         *CURRENT SURVEY CONTROL
 BP0949  ___________________________________________________________________
 BP0949* NAD 83(1993)-  30 46 39.61054(N)    103 47 45.72668(W)     ADJUSTED  
 BP0949* NAVD 88     -      1934.1    (meters)    6345.     (feet)  VERTCON   
 BP0949  ___________________________________________________________________
 BP0949  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 BP0949  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BP0949
 BP0949  HORZ ORDER  -  FIRST
 BP0949
 BP0949.The horizontal coordinates were established by classical geodetic methods
 BP0949.and adjusted by the National Geodetic Survey in February 1996..
 BP0949
 BP0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0949
 BP0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0949
 BP0949.The geoid height was determined by GEOID03.
 BP0949
 BP0949;                    North         East     Units Scale Factor Converg.
 BP0949;SPC TX C     - 3,128,318.170   368,622.652   MT  0.99988932   -1 47 00.6
 BP0949;SPC TX C     -10,263,490.53  1,209,389.48   sFT  0.99988932   -1 47 00.6
 BP0949;UTM  13      - 3,405,582.012   615,207.647   MT  0.99976373   +0 36 58.1
 BP0949
 BP0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0949!SPC TX C     -   0.99969978  x   0.99988932  =   0.99958914
 BP0949!UTM  13      -   0.99969978  x   0.99976373  =   0.99946358
 BP0949
 BP0949|---------------------------------------------------------------------|
 BP0949| PID    Reference Object                     Distance      Geod. Az  |
 BP0949|                                                           dddmmss.s |
 BP0949| BP0946 STAR                                153.140 METERS 09609     |
 BP0949| BQ0414 BALDY                               APPROX.39.5 KM 2463412.3 |
 BP0949|---------------------------------------------------------------------|
 BP0949
 BP0949                          SUPERSEDED SURVEY CONTROL
 BP0949
 BP0949  NAD 83(1986)-  30 46 39.60981(N)    103 47 45.72620(W) AD(       ) 1
 BP0949  NAD 27      -  30 46 39.06731(N)    103 47 44.07163(W) AD(       ) 1
 BP0949  NGVD 29 (07/19/86) 1933.6    (m)         6344.     (f) VERT ANG       
 BP0949
 BP0949.Superseded values are not recommended for survey control.
 BP0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0949.See file dsdata.txt to determine how the superseded data were derived.
 BP0949
 BP0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ1520805582(NAD 83)
 BP0949_MARKER: DS = TRIANGULATION STATION DISK
 BP0949_SETTING: 66 = SET IN ROCK OUTCROP
 BP0949_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BP0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0949+STABILITY: POSITION/ELEVATION WELL
 BP0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0949+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BP0949
 BP0949  HISTORY     - Date     Condition        Report By
 BP0949  HISTORY     - 1977     MONUMENTED       NGS
 BP0949  HISTORY     - 1986     GOOD
 BP0949
 BP0949                          STATION DESCRIPTION
 BP0949
 BP0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BP0949'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF BALMORHEA, 16
 BP0949'MILES EAST-NORTHEAST OF THE MCDONALD OBSERVATORY AND 14
 BP0949'MILES NORTHEAST OF FORT DAVIS.  IT IS ON A PROMINENT FLAT
 BP0949'TOP MOUNTAIN KNOWN LOCALLY AS STAR MOUNTAIN.  PROPERTY
 BP0949'OWNED BY MR. JOHN E. WILLIAMS, FORT DAVIS, TEXAS 79734.
 BP0949'TELEPHONE NUMBER 915 426 3338.
 BP0949'
 BP0949'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BP0949'NORTH ON STATE HIGHWAY 17 FOR 1.3 MILES TO THE JUNCTION WITH
 BP0949'HIGHWAY 118.  TURN RIGHT, FOLLOWING HIGHWAY 17 NORTHERLY FOR
 BP0949'18.6 MILES TO A SIDE ROAD RIGHT WHERE STATE HIGHWAY 17 MAKES
 BP0949'A SHARP BEND TO THE LEFT.  CONTINUE NORTHERLY ON HIGHWAY 17
 BP0949'FOR 0.9 MILE TO A SIDE ROAD LEFT.  TURN LEFT THROUGH A GATE
 BP0949'AND FOLLOW DIM TRACK ROAD FOR 0.7 MILE TO A GATE BETWEEN TWO
 BP0949'ROCKY KNOLLS.  PASS THROUGH GATE AND CONTINUE FOLLOWING TRACK
 BP0949'ROAD FOR 0.5 MILE TO END OF THE ROAD AT A WATER TANK.
 BP0949'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE BASE OF THE RIDGE
 BP0949'AND END OF TRUCK TRAVEL.  FOLLOW THE COW TRAIL, UPHILL,
 BP0949'PASSING BY A WATER TANK FOR APPROXIMATELY 0.5 MILE TO THE
 BP0949'HEAD OF A DRAW ON THE LEFT.  BEAR RIGHT ALONG THE MAIN
 BP0949'RIDGE TO THE TOP OF THE MOUNTAIN AND THE STATION.
 BP0949'
 BP0949'REFERENCE MARK 3, STAMPED---STAR 1917 NO 3 1977---, IS A
 BP0949'STANDARD DISK CEMENTED IN BEDROCK THAT IS FLUSH WITH THE
 BP0949'GROUND SURFACE.  THE MARK IS 9.3 FEET NORTH OF A 6-INCH
 BP0949'DIAMETER BUSH.
 BP0949'
 BP0949'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.7 METERS.
 BP0949
 BP0949                          STATION RECOVERY (1986)
 BP0949
 BP0949'RECOVERED 1986
 BP0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1314 ***********************************************************************
 AJ1314  DESIGNATION -  STAR RM 4
 AJ1314  PID         -  AJ1314
 AJ1314  STATE/COUNTY-  TX/DUVAL
 AJ1314  USGS QUAD   -  BRUNI SE (1972)
 AJ1314
 AJ1314                         *CURRENT SURVEY CONTROL
 AJ1314  ___________________________________________________________________
 AJ1314* NAD 83(1993)-  27 21 48.89606(N)    098 45 33.48937(W)     ADJUSTED  
 AJ1314* NAVD 88     -       211.0    (meters)     692.     (feet)  VERTCON   
 AJ1314  ___________________________________________________________________
 AJ1314  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AJ1314  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AJ1314
 AJ1314  HORZ ORDER  -  FIRST
 AJ1314
 AJ1314.The horizontal coordinates were established by classical geodetic methods
 AJ1314.and adjusted by the National Geodetic Survey in February 1996..
 AJ1314
 AJ1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1314
 AJ1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1314
 AJ1314.The geoid height was determined by GEOID03.
 AJ1314
 AJ1314;                    North         East     Units Scale Factor Converg.
 AJ1314;SPC TX S     - 5,188,031.533   274,348.444   MT  0.99991473   -0 07 03.8
 AJ1314;SPC TX S     -17,021,066.79    900,091.52   sFT  0.99991473   -0 07 03.8
 AJ1314;UTM  14      - 3,026,729.344   523,803.596   MT  0.99960699   +0 06 38.3
 AJ1314
 AJ1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1314!SPC TX S     -   0.99997077  x   0.99991473  =   0.99988550
 AJ1314!UTM  14      -   0.99997077  x   0.99960699  =   0.99957777
 AJ1314
 AJ1314:                Primary Azimuth Mark                     Grid Az
 AJ1314:SPC TX S     -  HEBBRONVILLE CABLE TV MAST               120 56 37.7
 AJ1314:UTM  14      -  HEBBRONVILLE CABLE TV MAST               120 42 55.6
 AJ1314
 AJ1314|---------------------------------------------------------------------|
 AJ1314| PID    Reference Object                     Distance      Geod. Az  |
 AJ1314|                                                           dddmmss.s |
 AJ1314| AJ1298 HEBBRONVILLE CABLE TV MAST          APPROX.10.9 KM 1204933.9 |
 AJ1314| AJ1297 HEBBRONVILLE DOERFLER N MAST        APPROX.11.2 KM 1223154.6 |
 AJ1314| AJ1290 HEBBRONVILLE UTILITIES INC TK       APPROX.10.1 KM 1242510.8 |
 AJ1314| AJ1293 HEBBRONVILLE CARL DOERFLER MST      APPROX.11.8 KM 1252513.5 |
 AJ1314| AJ1299 HEBBRONVILLE CATH CH N CROSS        APPROX.10.4 KM 1253239.0 |
 AJ1314| AJ1301 HEBBRONVILLE COUNTY MAST            APPROX. 8.4 KM 1351649.5 |
 AJ1314| AJ1313 STAR                                 32.323 METERS 24753     |
 AJ1314| AJ1311 QUIEN                               APPROX. 9.2 KM 2892929.0 |
 AJ1314| AJ1351 BRUNI COASTAL STATES PIPE MAST      APPROX.15.5 KM 3520930.8 |
 AJ1314|---------------------------------------------------------------------|
 AJ1314
 AJ1314                          SUPERSEDED SURVEY CONTROL
 AJ1314
 AJ1314  NAD 83(1986)-  27 21 48.90047(N)    098 45 33.46243(W) AD(       ) 1
 AJ1314  NAD 27      -  27 21 47.76245(N)    098 45 32.39640(W) AD(       ) 1
 AJ1314  NGVD 29 (07/19/86)  211.0    (m)          692.     (f) VERT ANG       
 AJ1314
 AJ1314.Superseded values are not recommended for survey control.
 AJ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1314.See file dsdata.txt to determine how the superseded data were derived.
 AJ1314
 AJ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2380426729(NAD 83)
 AJ1314_MARKER: DR = REFERENCE MARK DISK
 AJ1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1314
 AJ1314  HISTORY     - Date     Condition        Report By
 AJ1314  HISTORY     - 1974     MONUMENTED       NGS
 AJ1314
 AJ1314                          STATION DESCRIPTION
 AJ1314
 AJ1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1314'THE STATION IS ABOUT 4-1/2 MILES SOUTH AND 5 MILES EAST OF BRUNI,
 AJ1314'4 MILES NORTH AND 5 MILES WEST OF HEBBRONVILLE, ON THE NORTHEAST
 AJ1314'RIGHT-OF-WAY OF STATE HIGHWAY 359.
 AJ1314'
 AJ1314'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 359
 AJ1314'IN THE NORTH EDGE OF HEBBRONVILLE, GO NORTHWEST ON HIGHWAY 359 FOR
 AJ1314'5.85 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWEST
 AJ1314'ON HIGHWAY 359 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 AJ1314'
 AJ1314'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED STAR 1935
 AJ1314'NO 4 1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AJ1314'CYLINDRICAL CONCRETE MONUMENT, THAT IS 6 INCHES BELOW THE GROUND
 AJ1314'SURFACE.  IT IS 42.0 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY
 AJ1314'359, 10.2 FEET SOUTHWEST OF A FENCE AND 10.4 FEET SOUTHWEST OF A
 AJ1314'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 AJ1314'OF CONCRETE 28 INCHES BELOW THE GROUND SURFACE.
 AJ1314'
 AJ1314'STAR 1935 IS A STANDARD DISK, STAMPED STAR 1935 1969, SET IN THE TOP
 AJ1314'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 8 INCHES
 AJ1314'ABOVE THE GROUND.  IT IS 52.5 FEET SOUTHWEST OF THE CENTER OF STATE
 AJ1314'HIGHWAY 359, 19.5 FEET SOUTH OF A POWER LINE POLE, 3.7 FEET
 AJ1314'SOUTHWEST OF A WITNESS POSTAND 3.6 FEET SOUTHWEST OF A FENCE.
 AJ1314'
 AJ1314'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STAR NO 1 1935, SET IN
 AJ1314'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AJ1314'WITH THE GROUND.  IT IS 74.0 FEET NORTHWEST OF THE WITNESS POST ON
 AJ1314'THE NORTHEAST SIDE OF THE ROAD, 52.0 FEET NORTHEAST OF THE
 AJ1314'CENTER OF STATE HIGHWAY 359, 1.0 FOOT NORTHEAST OF A FENCE AND
 AJ1314'ABOUT 2 FEET HIGHER THAN THE STATION.
 AJ1314'
 AJ1314'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED STAR NO 3 1935 1969,
 AJ1314'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AJ1314'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 101.6 FEET SOUTHEAST OF
 AJ1314'THE WITNESS POST ON THE SOUTHEAST SIDE OF THE ROAD, 50.0 FEET
 AJ1314'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 359, 1.5 FEET SOUTHWEST
 AJ1314'OF A FENCE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 AJ1314'
 AJ1314'AZIMUTH MARK IS A STANDARD DISK, STAMPED STAR 1935 1969, CEMENTED IN
 AJ1314'A DRILL HOLE IN THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.  IT IS
 AJ1314'35.0 FEET SOUTHWEST OF A FENCE, 22.5 FEET NORTHEAST OF THE CENTER
 AJ1314'OF STATE HIGHWAY 359 AND 2.7 FEET SOUTH OF A WITNESS POST.
 AJ1314'
 AJ1314'NEAREST TOWN--HEBBRONVILLE.
 AJ1314'
 AJ1314'HEIGHT OF LIGHT ABOVE STATION MARK 18.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0948 ***********************************************************************
 BP0948  DESIGNATION -  STAR TREE SIGNAL
 BP0948  PID         -  BP0948
 BP0948  STATE/COUNTY-  TX/JEFF DAVIS
 BP0948  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0948
 BP0948                         *CURRENT SURVEY CONTROL
 BP0948  ___________________________________________________________________
 BP0948* NAD 83(1993)-  30 46 38.75505(N)    103 47 39.27496(W)     ADJUSTED  
 BP0948* NAVD 88     -      1934.     (meters)    6345.     (feet)  SCALED    
 BP0948  ___________________________________________________________________
 BP0948  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 BP0948  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BP0948
 BP0948  HORZ ORDER  -  SECOND
 BP0948
 BP0948.The horizontal coordinates were established by classical geodetic methods
 BP0948.and adjusted by the National Geodetic Survey in February 1996..
 BP0948
 BP0948.The orthometric height was scaled from a topographic map.
 BP0948
 BP0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0948
 BP0948.The geoid height was determined by GEOID03.
 BP0948
 BP0948;                    North         East     Units Scale Factor Converg.
 BP0948;SPC TX C     - 3,128,286.503   368,793.284   MT  0.99988934   -1 46 57.3
 BP0948;SPC TX C     -10,263,386.64  1,209,949.30   sFT  0.99988934   -1 46 57.3
 BP0948;UTM  13      - 3,405,557.520   615,379.433   MT  0.99976422   +0 37 01.4
 BP0948
 BP0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0948!SPC TX C     -   0.99969972  x   0.99988934  =   0.99958909
 BP0948!UTM  13      -   0.99969972  x   0.99976422  =   0.99946401
 BP0948
 BP0948                          SUPERSEDED SURVEY CONTROL
 BP0948
 BP0948  NAD 83(1986)-  30 46 38.75431(N)    103 47 39.27440(W) AD(       ) 2
 BP0948  NAD 27      -  30 46 38.21000(N)    103 47 37.62000(W) AD(       ) 2
 BP0948
 BP0948.Superseded values are not recommended for survey control.
 BP0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0948.See file dsdata.txt to determine how the superseded data were derived.
 BP0948
 BP0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ1537905558(NAD 83)
 BP0948_MARKER: Z = SEE DESCRIPTION
 BP0948_SETTING: 0 = UNSPECIFIED SETTING
 BP0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0948
 BP0948  HISTORY     - Date     Condition        Report By
 BP0948  HISTORY     - 1917     MONUMENTED       USGS
 BP0948
 BP0948                          STATION DESCRIPTION
 BP0948
 BP0948'DESCRIBED BY US GEOLOGICAL SURVEY 1917 (EHP)
 BP0948'A LONE TRIMMED CEDAR TREE ABOUT 2 METERS (7 FEET) W OF STAR
 BP0948'(U.S.G.S.).  STATION STAR IS 21.7 METERS (71 FEET) DISTANT
 BP0948'N 62 DEG 58 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0982 ***********************************************************************
 GK0982  DESIGNATION -  STARBUCK
 GK0982  PID         -  GK0982
 GK0982  STATE/COUNTY-  TX/LIPSCOMB
 GK0982  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0982
 GK0982                         *CURRENT SURVEY CONTROL
 GK0982  ___________________________________________________________________
 GK0982* NAD 83(1993)-  36 03 36.84260(N)    100 06 16.36306(W)     ADJUSTED  
 GK0982* NAVD 88     -       831.7    (meters)    2729.     (feet)  VERTCON   
 GK0982  ___________________________________________________________________
 GK0982  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GK0982  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GK0982
 GK0982  HORZ ORDER  -  FIRST
 GK0982
 GK0982.The horizontal coordinates were established by classical geodetic methods
 GK0982.and adjusted by the National Geodetic Survey in February 1996..
 GK0982
 GK0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0982
 GK0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0982
 GK0982.The geoid height was determined by GEOID03.
 GK0982
 GK0982;                    North         East     Units Scale Factor Converg.
 GK0982;SPC TX N     - 1,229,449.045   325,716.101   MT  0.99997360   +0 48 31.4
 GK0982;SPC TX N     - 4,033,617.41  1,068,620.24   sFT  0.99997360   +0 48 31.4
 GK0982;SPC OK N     -   119,690.649   410,415.706   MT  0.99994715   -1 14 31.2
 GK0982;SPC OK N     -   392,685.07  1,346,505.53   sFT  0.99994715   -1 14 31.2
 GK0982;UTM  14      - 3,991,193.777   400,523.807   MT  0.99972193   -0 39 00.8
 GK0982
 GK0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0982!SPC TX N     -   0.99987392  x   0.99997360  =   0.99984752
 GK0982!SPC OK N     -   0.99987392  x   0.99994715  =   0.99982107
 GK0982!UTM  14      -   0.99987392  x   0.99972193  =   0.99959588
 GK0982
 GK0982:                Primary Azimuth Mark                     Grid Az
 GK0982:SPC TX N     -  HIGGINS MUNICIPAL WATER TANK             047 56 10.3
 GK0982:SPC OK N     -  HIGGINS MUNICIPAL WATER TANK             049 59 12.9
 GK0982:UTM  14      -  HIGGINS MUNICIPAL WATER TANK             049 23 42.5
 GK0982
 GK0982|---------------------------------------------------------------------|
 GK0982| PID    Reference Object                     Distance      Geod. Az  |
 GK0982|                                                           dddmmss.s |
 GK0982| GK0985 HIGGINS MUNICIPAL WATER TANK        APPROX. 9.5 KM 0484441.7 |
 GK0982| GK0983 HIGGINS MUNICIPAL TANK              APPROX. 9.5 KM 0484436.2 |
 GK0982| CL3320 STARBUCK RM 1                        51.511 METERS 12814     |
 GK0982| CL3321 STARBUCK RM 2                        25.149 METERS 19034     |
 GK0982| CL3319 STARBUCK AZ MK                                     3343748.3 |
 GK0982|---------------------------------------------------------------------|
 GK0982
 GK0982                          SUPERSEDED SURVEY CONTROL
 GK0982
 GK0982  NAD 83(1993)-  36 03 36.84266(N)    100 06 16.36305(W) AD(       ) 1
 GK0982  NAD 83(1986)-  36 03 36.84913(N)    100 06 16.35123(W) AD(       ) 1
 GK0982  NAD 27      -  36 03 36.69806(N)    100 06 14.89993(W) AD(       ) 1
 GK0982  NGVD 29 (07/19/86)  831.4    (m)         2728.     (f) VERT ANG       
 GK0982
 GK0982.Superseded values are not recommended for survey control.
 GK0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0982.See file dsdata.txt to determine how the superseded data were derived.
 GK0982
 GK0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0052491194(NAD 83)
 GK0982_MARKER: DS = TRIANGULATION STATION DISK
 GK0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0982
 GK0982  HISTORY     - Date     Condition        Report By
 GK0982  HISTORY     - 1927     MONUMENTED       CGS
 GK0982  HISTORY     - 1952     GOOD             CGS
 GK0982  HISTORY     - 1963     GOOD             CGS
 GK0982
 GK0982                          STATION DESCRIPTION
 GK0982
 GK0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GK0982'ABOUT 4 MILES W AND 3-1/2 MILES S OF HIGGINS, AND ABOUT 1-3/4
 GK0982'MILES DUE S OF THE BUILDINGS ON THE STARBUCK RANCH, ON HIGHEST
 GK0982'POINT OF A RIDGE WHICH IS 700 FEET E OF A FENCE LINE AND JUST
 GK0982'W OF A LARGE AREA WHERE SAND HOLES HAVE BEEN BLOWN IN THE GROUND.
 GK0982'
 GK0982'TO REACH FROM HIGGINS GO W ALONG HIGHWAY 33 (SW TRAIL) 4.9 MILES
 GK0982'TO A GATE AT S SIDE OF ROAD WITH STARBUCK SIGN AT ITS TOP.
 GK0982'TURN S ACROSS RAILROAD TO RANCH BUILDINGS OWNED BY STARBUCK
 GK0982'AND RENTED BY IVAN HALE.  TURN E THRU BARNYARD AND FOLLOW
 GK0982'MAIN PASTURE ROAD 1 MILE IN SOUTHEASTERLY DIRECTION TO FENCE
 GK0982'CORNER WITH GATE.  GO THRU GATE AND TURN W ALONG FENCE LINE AND
 GK0982'FOLLOW MAIN ROAD 0.6 MILE, LEAVE ROAD AND GO S 0.6 MILE TO
 GK0982'STATION SITE.
 GK0982'
 GK0982'STATION MARKED BY STANDARD DISK IN CONCRETE.  NOT KNOWN IF
 GK0982'THERE IS AN UNDERGROUND MARK.
 GK0982'
 GK0982'REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE.  REFERENCE
 GK0982'MARK NO. 1 IS 25.16 METERS (82.5 FEET) FROM STATION S 51 DEG 45
 GK0982'MIN E.
 GK0982'
 GK0982'REFERENCE MARK NO. 2 IS 51.50 METERS (169.0 FEET) FROM STATION,
 GK0982'S 10 DEG 34 MIN W.
 GK0982'
 GK0982'ELEVATION OF STATION 831.4 METERS (2727 FEET).
 GK0982
 GK0982                          STATION RECOVERY (1952)
 GK0982
 GK0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0982'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 GK0982'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AS WILL BE
 GK0982'DESCRIBED LATER.  A COMPLETE DESCRIPTION FOLLOWS.
 GK0982'
 GK0982'THE STATION IS LOCATED ON THE CREST OF A SMALL RIDGE THAT
 GK0982'IS IN PASTURE LAND OF THE OLD STARBUCK RANCH.  IT IS ABOUT
 GK0982'4-1/2 MILES AIRLINE SOUTHWEST OF HIGGINS, ABOUT 9 MILES AIRLINE
 GK0982'NORTHEAST OF GLAZIER, AND ABOUT 15 MILES AIRLINE SOUTHEAST OF
 GK0982'LIPSCOMB.
 GK0982'
 GK0982'THE STATION IS 700 FEET EAST OF A WIRE FENCE, AND 205 FEET
 GK0982'SOUTH OF THE NORTH END OF THE RIDGE.  IT IS A STANDARD DISK
 GK0982'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0982'6 INCHES.  THE DISK IS STAMPED--STARBUCK 1927.
 GK0982'
 GK0982'REFERENCE MARK NUMBER ONE IS ON THE CREST OF THE FIRST RIDGE
 GK0982'SOUTHEAST OF THE STATION AND IS ABOUT 2 FEET LOWER THAN THE
 GK0982'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 GK0982'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  THE DISK IS
 GK0982'STAMPED--STARBUCK R.M. 1 1927.
 GK0982'
 GK0982'REFERENCE MARK NUMBER TWO IS ON THE SAME RIDGE AS THE STATION
 GK0982'AND IS ABOUT 2 FEET HIGHER THAN THE STATION.  IT IS A STANDARD
 GK0982'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 GK0982'PROJECTS 2 INCHES.  THE DISK IS STAMPED--HARTMAN R.M. 2 1927.
 GK0982'
 GK0982'THE AZIMUTH MARK IS 220 FEET EAST OF THE NORTHEAST CORNER OF A
 GK0982'CULTIVATED FIELD, 12 FEET EAST OF A WIRE FENCE, AND 11 FEET
 GK0982'EAST OF A WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN THE
 GK0982'TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 GK0982'GROUND.  THE DISK IS STAMPED--STARBUCK 1952.  TO REACH THE
 GK0982'MARK FROM THE STATION GO SOUTH, CROSS COUNTRY, FOR 0.3 MILE
 GK0982'TO A TRACK ROAD.  TURN RIGHT, WEST, AND GO 0.2 MILE TO A WIRE
 GK0982'GATE.  GO THROUGH THE GATE AND GO NORTH ACROSS THE CULTIVATED
 GK0982'FIELD TO THE NORTHEAST CORNER OF THE FIELD AND THE MARK IS ON
 GK0982'THE HIGHEST POINT OF THE RIDGE TO THE EAST.
 GK0982'
 GK0982'TO REACH THE STATION FROM THE POST OFFICE IN GLAZIER GO NORTHEAST
 GK0982'ON U.S. HIGHWAY 60 FOR 10.3 MILES TO A RANCH ROAD TO THE RIGHT.
 GK0982'TURN RIGHT, SOUTH, AND GO 0.4 MILE TO A GATE AT THE SOUTHWEST
 GK0982'CORNER OF THE RANCH HOUSE.  GO THROUGH THE GATE AND FOLLOW
 GK0982'THE TRACK ROAD, WEST AND SOUTH, FOR 1.0 MILE TO A GATE.  GO
 GK0982'THROUGH THE GATE AND FOLLOW THE TRACK ROAD, SOUTH, FOR 0.4 MILE TO
 GK0982'A CULTIVATED FIELD.  GO, SOUTH, ACROSS THE FIELD FOR 0.7
 GK0982'MILE TO A GATE. GO THROUGH THE GATE AND GO 0.2 MILE TO A PLACE TO
 GK0982'CROSS THE DRAW TO THE NORTH.  TURN LEFT, NORTH, AND GO CROSS
 GK0982'COUNTRY FOR 0.3 MILE TO THE CREST OF THE RIDGE AND THE STATION.
 GK0982'
 GK0982'OBSERVED FROM A 37 FOOT STEEL TOWER.
 GK0982
 GK0982                          STATION RECOVERY (1963)
 GK0982
 GK0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GK0982'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 GK0982'RECOVERED.  THE AZIMUTH MARK WAS ESTABLISHED IN 1952.  THE
 GK0982'DISTANCES TO THE REFERENCE MARKS ARE REVERSED IN THE 1927
 GK0982'DESCRIPTION.  REFERENCE MARK 2 WAS INADVERTENTLY STAMPED
 GK0982'HARTMAN NO 2 1927.  IT WAS RE-STAMPED STARBUCK NO 2 1927.
 GK0982'ALL THE MARKS ARE IN EXCELLENT CONDITION.  DUE TO CHANGES IN
 GK0982'ROADS A NEW ROUTING TO THE STATION IS NOTED.  FOLLOWING IS A
 GK0982'COMPLETE NEW DESCRIPTION.
 GK0982'
 GK0982'THE STATION IS ABOUT 4-1/2 MILES WEST AND 4 MILES SOUTH OF
 GK0982'HIGGINS, ON THE HIGHEST POINT OF A LOW BRUSH COVERED RIDGE
 GK0982'THAT EXTENDS NORTH AND SOUTH AND ON LAND OWNED BY THE JONES
 GK0982'ESTATE.
 GK0982'
 GK0982'TO REACH THE STATION FROM THE MAIN CROSS STREETS AT THE TRAFFIC
 GK0982'LIGHT IN HIGGINS, GO WEST AND SOUTHWEST ON U.S. HIGHWAY 60
 GK0982'FOR 5.0 MILES TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 GK0982'THE GATE AND GO SOUTH FOR 0.2 MILE TO A GATE ABOUT 50 YARDS SOUTH
 GK0982'OF A RAILROAD CROSSING.  PASS THROUGH THE GATE AND CONTINUE
 GK0982'SOUTH AND EAST, PASSING TO THE LEFT OF A CORRAL, FOR 0.2 MILE
 GK0982'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH AND
 GK0982'SOUTHEAST FOR 0.3 MILE TO A FORK.  BEAR RIGHT AND CONTINUE
 GK0982'SOUTHWEST AND SOUTH FOR 0.8 MILE TO A GATE IN AN EAST-WEST
 GK0982'FENCE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR ABOUT
 GK0982'200 YARDS TO A DIM TRACK ROAD ON THE RIGHT.  (THE AZIMUTH
 GK0982'MARK IS REACHED FROM THIS POINT BY GOING WEST ON THE TRACK
 GK0982'ROAD FOR 0.2 MILE TO A GATE IN A NORTH-SOUTH FENCE.  TURN
 GK0982'LEFT AND GO SOUTH ALONG THE EAST SIDE OF THE FENCE FOR 0.25
 GK0982'MILE TO THE MARK.) CONTINUE SOUTH ON THE MAIN ROAD FOR
 GK0982'0.65 MILE TO THE STATION ON THE RIGHT.
 GK0982'
 GK0982'THE STATION MARK IS A STANDARD DISK, STAMPED STARBUCK 1927,
 GK0982'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GK0982'4 INCHES.  IT IS 69.0 FEET WEST AND ABOUT 8 FEET HIGHER THAN
 GK0982'THE CENTERLINE OF THE ROAD AND 3.6 FEET WEST OF A WITNESS POST.
 GK0982'
 GK0982'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STARBUCK NO 1
 GK0982'1927, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GK0982'4 INCHES.  IT IS 80.6 FEET EAST AND ABOUT 8 FEET HIGHER THAN
 GK0982'THE CENTERLINE OF THE ROAD AND AT ABOUT THE SAME ELEVATION AS
 GK0982'THE STATION.
 GK0982'
 GK0982'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STARBUCK NO 2
 GK0982'1927, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GK0982'4 INCHES.  IT IS 72.1 FEET WEST OF THE CENTERLINE OF THE ROAD
 GK0982'AND ABOUT 8 FEET HIGHER AND AT ABOUT THE SAME ELEVATION AS THE
 GK0982'STATION.
 GK0982'
 GK0982'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED STARBUCK 1952,
 GK0982'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GK0982'THE GROUND.  IT IS 10.8 FEET EAST OF A WITNESS POST AND 10.8
 GK0982'FEET EAST OF THE NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3219 ***********************************************************************
 BK3219  DESIGNATION -  STARK
 BK3219  PID         -  BK3219
 BK3219  STATE/COUNTY-  TX/ORANGE
 BK3219  USGS QUAD   -  MAURICEVILLE (1974)
 BK3219
 BK3219                         *CURRENT SURVEY CONTROL
 BK3219  ___________________________________________________________________
 BK3219* NAD 83(1993)-  30 07 49.37640(N)    093 52 30.38790(W)     ADJUSTED  
 BK3219* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BK3219  ___________________________________________________________________
 BK3219  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK3219  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK3219
 BK3219  HORZ ORDER  -  FIRST
 BK3219
 BK3219.The horizontal coordinates were established by classical geodetic methods
 BK3219.and adjusted by the National Geodetic Survey in February 1996..
 BK3219
 BK3219.The orthometric height was scaled from a topographic map.
 BK3219
 BK3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3219
 BK3219.The geoid height was determined by GEOID03.
 BK3219
 BK3219;                    North         East     Units Scale Factor Converg.
 BK3219;SPC TX C     - 3,069,466.128 1,321,962.202   MT  0.99999637   +3 19 34.9
 BK3219;SPC TX C     -10,070,406.79  4,337,137.66   sFT  0.99999637   +3 19 34.9
 BK3219;SPC TXSC     - 4,265,399.509 1,093,656.040   MT  0.99995940   +2 30 38.7
 BK3219;SPC TXSC     -13,994,064.89  3,588,103.19   sFT  0.99995940   +2 30 38.7
 BK3219;SPC LA S     -   183,434.820   755,112.512   MT  0.99992829   -1 16 15.3
 BK3219;SPC LA S     -   601,819.07  2,477,398.30   sFT  0.99992829   -1 16 15.3
 BK3219;UTM  15      - 3,333,556.062   415,706.795   MT  0.99968766   -0 26 21.5
 BK3219
 BK3219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3219!SPC TX C     -   1.00000353  x   0.99999637  =   0.99999990
 BK3219!SPC TXSC     -   1.00000353  x   0.99995940  =   0.99996293
 BK3219!SPC LA S     -   1.00000353  x   0.99992829  =   0.99993182
 BK3219!UTM  15      -   1.00000353  x   0.99968766  =   0.99969118
 BK3219
 BK3219:                Primary Azimuth Mark                     Grid Az
 BK3219:SPC TX C     -  STARK RM 1                               078 03 24.7
 BK3219:SPC TXSC     -  STARK RM 1                               078 52 20.9
 BK3219:SPC LA S     -  STARK RM 1                               082 39 14.9
 BK3219:UTM  15      -  STARK RM 1                               081 49 21.1
 BK3219
 BK3219|---------------------------------------------------------------------|
 BK3219| PID    Reference Object                     Distance      Geod. Az  |
 BK3219|                                                           dddmmss.s |
 BK3219| CV8416 STARK RM 1                                         0812259.6 |
 BK3219| CV8417 STARK RM 2                           30.389 METERS 32945     |
 BK3219|---------------------------------------------------------------------|
 BK3219
 BK3219                          SUPERSEDED SURVEY CONTROL
 BK3219
 BK3219  NAD 83(1993)-  30 07 49.37604(N)    093 52 30.38799(W) AD(       ) 1
 BK3219  NAD 83(1986)-  30 07 49.39200(N)    093 52 30.37184(W) AD(       ) 1
 BK3219  NAD 27      -  30 07 48.63700(N)    093 52 29.76100(W) AD(       ) 1
 BK3219
 BK3219.Superseded values are not recommended for survey control.
 BK3219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3219.See file dsdata.txt to determine how the superseded data were derived.
 BK3219
 BK3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1570733556(NAD 83)
 BK3219_MARKER: DS = TRIANGULATION STATION DISK
 BK3219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3219
 BK3219  HISTORY     - Date     Condition        Report By
 BK3219  HISTORY     - 1931     MONUMENTED       CGS
 BK3219  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK3219
 BK3219                          STATION DESCRIPTION
 BK3219
 BK3219'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK3219'NINE AND ONE-TENTH MILES BY U.S. HIGHWAY 90 NW OF ORANGE, ON
 BK3219'LAND BELONGING TO W.H. STARK, OF ORANGE, IN SMALL WOOD LOT E
 BK3219'OF TENANT HOUSE OCCUPIED BY STEPHEN MOTT, OPPOSITE MAIN GATE
 BK3219'TO LARGE FIG ORCHARD, AND 48.9 FEET S OF EDGE OF CONCRETE ROAD.
 BK3219'
 BK3219'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK3219'DISKS SET IN CONCRETE.
 BK3219'
 BK3219'REFERENCE MARK NO. 1 IS 27 FEET S OF EDGE OF CONCRETE, 15 FEET
 BK3219'S OF SMALL CONCRETE CULVERT UNDER ROAD LEADING S TO GRAVEYARD,
 BK3219'AND 0.2 MILE FROM STATION, N 81 DEG 22 MIN 59 SEC E.
 BK3219'
 BK3219'REFERENCE MARK NO. 2 IS ON N SIDE OF ROAD AT W POST OF MAIN
 BK3219'GATE TO FIG ORCHARD, AND 99.7 FEET FROM STATION, N 30 DEG
 BK3219'15 MIN W.
 BK3219
 BK3219                          STATION RECOVERY (2004)
 BK3219
 BK3219'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK3219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1315 ***********************************************************************
 BY1315  DESIGNATION -  STATE
 BY1315  PID         -  BY1315
 BY1315  STATE/COUNTY-  TX/CHEROKEE
 BY1315  USGS QUAD   -  RUSK (1973)
 BY1315
 BY1315                         *CURRENT SURVEY CONTROL
 BY1315  ___________________________________________________________________
 BY1315* NAD 83(1993)-  31 48 23.34837(N)    095 09 40.37667(W)     ADJUSTED  
 BY1315* NAVD 88     -       213.57   (+/-2cm)     700.7    (feet)  VERTCON   
 BY1315  ___________________________________________________________________
 BY1315  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BY1315  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY1315
 BY1315  HORZ ORDER  -  SECOND
 BY1315  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1315
 BY1315.The horizontal coordinates were established by classical geodetic methods
 BY1315.and adjusted by the National Geodetic Survey in February 1996..
 BY1315
 BY1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1315.The vertical order pertains to the NGVD 29 superseded value.
 BY1315
 BY1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1315
 BY1315.The geoid height was determined by GEOID03.
 BY1315
 BY1315;                    North         East     Units Scale Factor Converg.
 BY1315;SPC TX C     - 3,248,602.370 1,189,567.226   MT  0.99998026   +2 39 50.2
 BY1315;SPC TX C     -10,658,122.94  3,902,771.81   sFT  0.99998026   +2 39 50.2
 BY1315;SPC TXNC     - 2,020,529.557   916,133.496   MT  1.00010654   +1 49 15.4
 BY1315;SPC TXNC     - 6,629,020.72  3,005,681.31   sFT  1.00010654   +1 49 15.4
 BY1315;UTM  15      - 3,521,020.672   295,412.311   MT  1.00011624   -1 08 22.1
 BY1315
 BY1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1315!SPC TX C     -   0.99997064  x   0.99998026  =   0.99995090
 BY1315!SPC TXNC     -   0.99997064  x   1.00010654  =   1.00007718
 BY1315!UTM  15      -   0.99997064  x   1.00011624  =   1.00008688
 BY1315
 BY1315:                Primary Azimuth Mark                     Grid Az
 BY1315:SPC TX C     -  STATE AZ MK                              056 32 52.7
 BY1315:SPC TXNC     -  STATE AZ MK                              057 23 27.5
 BY1315:UTM  15      -  STATE AZ MK                              060 21 05.0
 BY1315
 BY1315|---------------------------------------------------------------------|
 BY1315| PID    Reference Object                     Distance      Geod. Az  |
 BY1315|                                                           dddmmss.s |
 BY1315| BY1314 STATE AZ MK                                        0591242.9 |
 BY1315| CV8418 STATE RM 3                           29.071 METERS 19834     |
 BY1315| BY1316 STATE RM 1                           29.006 METERS 19838     |
 BY1315| BY2709 RUSK ST ASYLUM HOSP STANDPIPE        21.383 METERS 32222     |
 BY1315| BY1317 STATE RM 2                           22.141 METERS 35142     |
 BY1315|---------------------------------------------------------------------|
 BY1315
 BY1315                          SUPERSEDED SURVEY CONTROL
 BY1315
 BY1315  NAD 83(1986)-  31 48 23.35861(N)    095 09 40.36262(W) AD(       ) 2
 BY1315  NAD 27      -  31 48 22.73800(N)    095 09 39.56400(W) AD(       ) 2
 BY1315  NGVD 29 (??/??/92)  213.583  (m)          700.73   (f) ADJ UNCH    1 2
 BY1315
 BY1315.Superseded values are not recommended for survey control.
 BY1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1315.See file dsdata.txt to determine how the superseded data were derived.
 BY1315
 BY1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR9541221021(NAD 83)
 BY1315_MARKER: DS = TRIANGULATION STATION DISK
 BY1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1315_STAMPING: STATE 1942
 BY1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1315+STABILITY: SURFACE MOTION
 BY1315
 BY1315  HISTORY     - Date     Condition        Report By
 BY1315  HISTORY     - 1942     MONUMENTED       CGS
 BY1315  HISTORY     - 1952     GOOD             CGS
 BY1315  HISTORY     - 1952     GOOD             NGS
 BY1315  HISTORY     - 1958     GOOD             CGS
 BY1315  HISTORY     - 1973     GOOD             TXHD
 BY1315  HISTORY     - 19960420 POOR             USPSQD
 BY1315
 BY1315                          STATION DESCRIPTION
 BY1315
 BY1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1315'STATION IS ABOUT ONE MILE NW OF RUSK, 0.35 MILE WSW OF U.S.
 BY1315'HIGHWAY 69 AND ON A PROMINENT HILL ON THE W SIDE OF THE STATE
 BY1315'HOSPITAL GROUNDS.  IT IS 62 FEET SE OF THE SE SIDE OF A LARGE
 BY1315'STANDPIPE AND 19.5 FEET E OF A WHITE REFERENCE POST.  IT IS
 BY1315'STAMPED STATE 1942.
 BY1315'
 BY1315'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY1315'BRONZE DISKS SET IN CONCRETE.
 BY1315'
 BY1315'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 138 FEET S OF THE
 BY1315'S SIDE OF THE STANDPIPE AND 1 FOOT E OF A WIRE FENCE.  IT IS
 BY1315'STAMPED STATE NO. 1, 1942.
 BY1315'
 BY1315'REFERENCE MARK NO. 2 IS N OF THE STATION, 26 FEET E OF THE
 BY1315'E SIDE OF THE STANDPIPE AND 1 FOOT E OF A WIRE FENCE.  IT
 BY1315'IS STAMPED STATE NO. 2, 1942.
 BY1315'
 BY1315'THE AZIMUTH MARK IS ABOUT 0.35 MILE ENE OF THE STATION, 77
 BY1315'FEET E OF THE CENTER LINE OF U.S. HIGHWAY 69, 34 FEET S OF THE
 BY1315'CENTER LINE OF A RAILROAD TRACK AND 3 FEET N OF A FENCE.
 BY1315'IT IS STAMPED STATE 1942.
 BY1315'
 BY1315'ALL MARKS PROJECT 6 INCHES.
 BY1315'
 BY1315'90-FOOT SIGNALS AT BOLDEN AND CROCKETT ARE VISIBLE AT 77 FEET.
 BY1315
 BY1315                          STATION RECOVERY (1952)
 BY1315
 BY1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 BY1315'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 69 FROM THE COURTHOUSE
 BY1315'AT RUSK, THENCE 0.5 MILE SOUTHWEST ALONG A WINDING DIRT ROAD
 BY1315'LEADING THROUGH THE STATE HOSPITAL GROUNDS, ON A PROMINENT
 BY1315'HILL, JUST WEST OF THE HOSPITAL, 62 FEET SOUTHEAST OF A
 BY1315'LARGE STEEL STANDPIPE, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1315'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED STATE 1942, A
 BY1315'TRIANGULATION STATION DISK.
 BY1315'
 BY1315'STATE R.M. 1 IS 138 FEET SOUTHEAST OF A LARGE STEEL STANDPIPE,
 BY1315'96.2 FEET SOUTHWEST OF TRIANGULATION STATION STATE 1942, 0.6
 BY1315'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1315'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED STATE NO 1 1942,
 BY1315'A REFERENCE MARK DISK.
 BY1315'
 BY1315'STATE R.M. 2 IS 52.0 FEET NORTHWEST OF TRIANGULATION STATION
 BY1315'STATE 1942, 27 FEET NORTHEAST OF A LARGE STEEL STANDPIPE,
 BY1315'0.6 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BY1315'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED STATE NO
 BY1315'2 1942, A REFERENCE MARK DISK.
 BY1315'
 BY1315'STATE 1942 AZIMUTH IS 0.5 MILE NORTHEAST OF TRIANGULATION
 BY1315'STATION STATE 1942, 30 FEET EAST OF THE EAST RAIL OF A RAILROAD
 BY1315'LEADING TO THE STATE HOSPITAL, 71 FEET NORTHEAST OF THE CENTER
 BY1315'LINE OF U.S. HIGHWAY 69, 26 FEET NORTH OF A FENCE CORNER,
 BY1315'3 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BY1315'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED STATE 1942,
 BY1315'AN AZIMUTH MARK DISK.
 BY1315
 BY1315                          STATION RECOVERY (1952)
 BY1315
 BY1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BY1315'1.5 MI NW FROM RUSK.
 BY1315'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 69 FROM THE COURTHOUSE AT RUSK,
 BY1315'THENCE 0.5 MILE SOUTHWEST ALONG A WINDING DIRT ROAD LANDING THROUGH
 BY1315'THE STATE HOSPITAL GROUNDS, ON A PROMINENT HILL, JUST WEST OF THE
 BY1315'HOSPITAL, 62 FEET SOUTHEAST OF A LARGE STEEL STANDPIPE, SET IN THE TOP
 BY1315'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY1315
 BY1315                          STATION RECOVERY (1958)
 BY1315
 BY1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY1315'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 BY1315'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 BY1315'MARK NO. 1 WAS FOUND LAYING ON TOP OF THE GROUND SO A NEW
 BY1315'REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 BY1315'
 BY1315'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF RUSK, 0.35
 BY1315'MILE WEST-SOUTHWEST OF U.S. HIGHWAY 69 ON A PROMINENT HILL
 BY1315'NEAR THE WEST SIDE OF THE STATE HOSPITAL GROUNDS.  IT IS
 BY1315'100 FEET NORTH OF A POWER POLE AND 62 FEET SOUTH-SOUTHEAST
 BY1315'OF A STANDPIPE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE
 BY1315'OF THE GROUND AND IS STAMPED STATE 1942.
 BY1315'
 BY1315'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE LADDER ON THE
 BY1315'STANDPIPE.  THE MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 BY1315'OF THE GROUND AND IS STAMPED STATE NO 2 1942.
 BY1315'
 BY1315'REFERENCE MARK NO. 3 IS 60 FEET EAST OF A BRICK SHED AND 41
 BY1315'FEET WEST OF A POWER POLE.  THE MARK PROJECTS 3 INCHES ABOVE
 BY1315'THE SURFACE OF THE GROUND AND IS STAMPED STATE NO 3 1942.
 BY1315'
 BY1315'THE AZIMUTH MARK IS 63 FEET NORTH-NORTHEAST OF THE CENTER OF
 BY1315'U.S. HIGHWAY 69, 35 FEET EAST OF THE CENTER OF THE RAILROAD
 BY1315'TRACKS, 4 FEET NORTHWEST OF A FENCE CORNER AND 2 FEET
 BY1315'SOUTH-SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 BY1315'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 BY1315'STATE 1942.
 BY1315'
 BY1315'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 BY1315'IN RUSK GO NORTH ON BUSINESS ROUTE 69 FOR 0.6 MILE TO THE
 BY1315'JUNCTION WITH U.S. HIGHWAY 69.  TURN LEFT ON U.S. HIGHWAY
 BY1315'69 AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AND AN
 BY1315'OIL ROAD LEFT.  TURN LEFT AND GO 0.05 MILE TO A CROSS ROAD.
 BY1315'TURN RIGHT AND GO 0.1 MILE PASSING BETWEEN THE BRICK BUILDINGS
 BY1315'TO A DIRT ROAD RIGHT LEADING UP THE HILL.  TURN RIGHT AND GO
 BY1315'0.25 MILE TO THE TOP OF THE HILL AND A TRACK ROAD LEFT.  TURN
 BY1315'LEFT AND GO 0.1 MILE TO THE STATION NEAR THE STATE HOSPITAL
 BY1315'STANDPIPE.
 BY1315'
 BY1315'HEIGHT OF LIGHT ABOVE THE STATION MARK 26.5
 BY1315
 BY1315                          STATION RECOVERY (1973)
 BY1315
 BY1315'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973 (CJ)
 BY1315'STATE 1942 - GOOD
 BY1315'
 BY1315'STATE AZ. MK. - GOOD
 BY1315'
 BY1315'STATE R.M. 1 - GOOD
 BY1315'
 BY1315'PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY OF MARKS
 BY1315
 BY1315                          STATION RECOVERY (1996)
 BY1315
 BY1315'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1315'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2070 ***********************************************************************
 AN2070  DESIGNATION -  STATE
 AN2070  PID         -  AN2070
 AN2070  STATE/COUNTY-  TX/GOLIAD
 AN2070  USGS QUAD   -  FANNIN (1987)
 AN2070
 AN2070                         *CURRENT SURVEY CONTROL
 AN2070  ___________________________________________________________________
 AN2070* NAD 83(1993)-  28 41 09.26480(N)    097 13 54.34171(W)     ADJUSTED  
 AN2070* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 AN2070  ___________________________________________________________________
 AN2070  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AN2070  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2070
 AN2070  HORZ ORDER  -  SECOND
 AN2070
 AN2070.The horizontal coordinates were established by classical geodetic methods
 AN2070.and adjusted by the National Geodetic Survey in February 1996..
 AN2070
 AN2070.The orthometric height was scaled from a topographic map.
 AN2070
 AN2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2070
 AN2070.The geoid height was determined by GEOID03.
 AN2070
 AN2070;                    North         East     Units Scale Factor Converg.
 AN2070;SPC TXSC     - 4,095,796.058   772,794.284   MT  0.99992691   +0 51 58.6
 AN2070;SPC TXSC     -13,437,624.23  2,535,409.25   sFT  0.99992691   +0 51 58.6
 AN2070;UTM  14      - 3,174,467.474   672,759.267   MT  0.99996833   +0 50 56.3
 AN2070
 AN2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2070!SPC TXSC     -   0.99999755  x   0.99992691  =   0.99992446
 AN2070!UTM  14      -   0.99999755  x   0.99996833  =   0.99996588
 AN2070
 AN2070|---------------------------------------------------------------------|
 AN2070| PID    Reference Object                     Distance      Geod. Az  |
 AN2070|                                                           dddmmss.s |
 AN2070| CV6404 STATE RM 1                           26.475 METERS 00722     |
 AN2070| AN0912 H 862                               APPROX.12.4 KM 1674524.3 |
 AN2070| CV6405 STATE RM 2                           22.908 METERS 22413     |
 AN2070|---------------------------------------------------------------------|
 AN2070
 AN2070                          SUPERSEDED SURVEY CONTROL
 AN2070
 AN2070  NAD 83(1986)-  28 41 09.27248(N)    097 13 54.32591(W) AD(       ) 2
 AN2070  NAD 27      -  28 41 08.29400(N)    097 13 53.36200(W) AD(       ) 2
 AN2070
 AN2070.Superseded values are not recommended for survey control.
 AN2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2070.See file dsdata.txt to determine how the superseded data were derived.
 AN2070
 AN2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7275974467(NAD 83)
 AN2070_MARKER: DS = TRIANGULATION STATION DISK
 AN2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2070
 AN2070  HISTORY     - Date     Condition        Report By
 AN2070  HISTORY     - 1952     MONUMENTED       CGS
 AN2070  HISTORY     - 1963     GOOD             CGS
 AN2070  HISTORY     - 1974     GOOD             LOCSUR
 AN2070
 AN2070                          STATION DESCRIPTION
 AN2070
 AN2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2070'THE STATION IS LOCATED ABOUT 0.7 MI. S OF FANNIN, 54 FEET
 AN2070'NW OF THE SE CORNER OF THE STATE PARK, 35 FEET W OF A WITNESS
 AN2070'POST, AND ON PROPERTY OWNED BY THE STATE.
 AN2070'
 AN2070'TO REACH THE STATION FROM THE POST OFFICE IN FANNIN.  GO E ON
 AN2070'U.S. HWY 59 FOR 0.15 MI., THEN TURN RIGHT AND GO S ON FARM
 AN2070'ROAD 15 FOR 0.65 MI. TO THE ENTRANCE OF THE PARK ON THE LEFT.
 AN2070'THEN LEFT THROUGH THE GATE AND FOLLOW THE PARK ROAD TO THE
 AN2070'RIGHT FOR 0.05 MI. TO THE STATION ON THE RIGHT, S, AS DESCRIBED.
 AN2070'
 AN2070'THE STATION MARK, STAMPED STATE 1952, IS A STANDARD DISK SET
 AN2070'IN THE TOP OF A CONCRETE POST THAT IS 6 INCHES BELOW THE
 AN2070'SURFACE OF THE GROUND.
 AN2070'
 AN2070'REFERENCE MARK NO. 1, STAMPED STATE NO 1 1952, IS A STANDARD
 AN2070'DISK SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 AN2070'THE GROUND.  IT IS 2 FEET W OF THE E BOUNDARY OF THE PARK.
 AN2070'
 AN2070'REFERENCE MARK NO. 2, STAMPED STATE NO 2 1952, IS A STANDARD
 AN2070'DISK SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 AN2070'THE GROUND.  IT IS 1 FOOT N OF THE S BOUNDARY OF THE PARK.
 AN2070'
 AN2070'NO LOCATION COULD BE FOUND FOR AN AZIMUTH MARK DUE TO TIMBER.
 AN2070'
 AN2070'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2070
 AN2070                          STATION RECOVERY (1963)
 AN2070
 AN2070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2070'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD
 AN2070'CONDITION AS DESCRIBED.  TO REACH THE STATION FROM THE POST
 AN2070'OFFICE IN FANNIN.  GO EAST ON U.S. HIGHWAY 59 FOR 0.15 MILE,
 AN2070'THEN TURN RIGHT AND GO SOUTH ON FARM ROAD 2506 FOR .65 MILES
 AN2070'TO THE ENTRANCE OF THE PARK ON THE LEFT.  TURN LEFT THROUGH
 AN2070'THE GATE AND FOLLOW THE PARK ROAD TO THE RIGHT FOR 0.12 MILE
 AN2070'TO THE STATION ON THE RIGHT, SOUTH, AS DESCRIBED.
 AN2070
 AN2070                          STATION RECOVERY (1974)
 AN2070
 AN2070'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (DK)
 AN2070'RECOVERED BY INTERNATIONAL AERIAL MAPPING CO.
 AN2070'
 AN2070'STATE-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6954 ***********************************************************************
 AW6954  DESIGNATION -  STATE
 AW6954  PID         -  AW6954
 AW6954  STATE/COUNTY-  TX/FORT BEND
 AW6954  USGS QUAD   -  SUGAR LAND (1995)
 AW6954
 AW6954                         *CURRENT SURVEY CONTROL
 AW6954  ___________________________________________________________________
 AW6954* NAD 83(1993)-  29 34 03.08161(N)    095 39 40.41342(W)     ADJUSTED  
 AW6954* NAVD 88     -        22.2    (meters)      73.     (feet)  VERTCON   
 AW6954  ___________________________________________________________________
 AW6954  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW6954  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW6954
 AW6954  HORZ ORDER  -  FIRST
 AW6954
 AW6954.The horizontal coordinates were established by classical geodetic methods
 AW6954.and adjusted by the National Geodetic Survey in February 1996..
 AW6954
 AW6954.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6954
 AW6954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6954
 AW6954.The geoid height was determined by GEOID03.
 AW6954
 AW6954;                    North         East     Units Scale Factor Converg.
 AW6954;SPC TXSC     - 4,196,811.692   923,447.998   MT  0.99987145   +1 38 08.5
 AW6954;SPC TXSC     -13,769,039.69  3,029,678.97   sFT  0.99987145   +1 38 08.5
 AW6954;UTM  15      - 3,273,820.838   242,177.415   MT  1.00042027   -1 18 50.1
 AW6954
 AW6954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6954!SPC TXSC     -   1.00000080  x   0.99987145  =   0.99987225
 AW6954!UTM  15      -   1.00000080  x   1.00042027  =   1.00042107
 AW6954
 AW6954:                Primary Azimuth Mark                     Grid Az
 AW6954:SPC TXSC     -  STATE AZ MK                              025 39 25.4
 AW6954:UTM  15      -  STATE AZ MK                              028 36 24.0
 AW6954
 AW6954|---------------------------------------------------------------------|
 AW6954| PID    Reference Object                     Distance      Geod. Az  |
 AW6954|                                                           dddmmss.s |
 AW6954| CV6818 STATE AZ MK                                        0271733.9 |
 AW6954| CV6819 STATE AZ MK 2                                      0763700.3 |
 AW6954| CV6820 STATE RM 1                           23.597 METERS 12236     |
 AW6954| CV6821 STATE RM 2                           29.357 METERS 25039     |
 AW6954|---------------------------------------------------------------------|
 AW6954
 AW6954                          SUPERSEDED SURVEY CONTROL
 AW6954
 AW6954  NAD 83(1986)-  29 34 03.09550(N)    095 39 40.39597(W) AD(       ) 1
 AW6954  NAD 27      -  29 34 02.24563(N)    095 39 39.58489(W) AD(       ) 1
 AW6954  NGVD 29 (07/19/86)   22.2    (m)           73.     (f) VERT ANG       
 AW6954
 AW6954.Superseded values are not recommended for survey control.
 AW6954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6954.See file dsdata.txt to determine how the superseded data were derived.
 AW6954
 AW6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4217773821(NAD 83)
 AW6954_MARKER: DS = TRIANGULATION STATION DISK
 AW6954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6954+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 AW6954
 AW6954  HISTORY     - Date     Condition        Report By
 AW6954  HISTORY     - 1942     MONUMENTED       CGS
 AW6954  HISTORY     - 1951     SEE DESCRIPTION  CGS
 AW6954  HISTORY     - 1954     MARK NOT FOUND   USGS
 AW6954  HISTORY     - 1955     GOOD             USGS
 AW6954  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AW6954  HISTORY     - 1969     MARK NOT FOUND   USGS
 AW6954  HISTORY     - 1970     GOOD             USGS
 AW6954  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW6954  HISTORY     - 20030807 GOOD             LJA
 AW6954
 AW6954                          STATION DESCRIPTION
 AW6954
 AW6954'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6954'STATION IS LOCATED AT THE HARLEM STATE PRISON FARM, ABOUT 2
 AW6954'MILES SW OF SUGARLAND ON LAND OWNED BY THE STATE.  IT IS 125
 AW6954'FEET N OF A RIVER BANK, 200 FEET SW OF TWO SMALL WATER TANKS,
 AW6954'110 FEET SE OF A BARNYARD FENCE CORNER, AND 36 FEET N OF AN
 AW6954'E-AND-W FENCE LINE.
 AW6954'
 AW6954'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW6954'BRONZE DISKS SET IN CONCRETE.
 AW6954'
 AW6954'REFERENCE MARK NO. 1 IS SE BY E OF THE STATION, 9 FEET E OF
 AW6954'THE CENTER LINE OF A GATE, 4 FEET W OF A WHITE REFERENCE POST,
 AW6954'AND 1 FOOT N OF A FENCE LINE.  IT IS STAMPED STATE NO. 1 1942
 AW6954'AND PROJECTS 4 INCHES.
 AW6954'
 AW6954'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 100 FEET N OF
 AW6954'RIVER BANK, 18 FEET E OF FENCE CORNER, AND 1 FOOT N OF AN
 AW6954'E-W FENCE.  IT IS STAMPED STATE NO. 2 1942 AND PROJECTS 4
 AW6954'INCHES.
 AW6954'
 AW6954'THE AZIMUTH MARK IS NNE OF THE STATION, 150 FEET S OF A FENCE
 AW6954'CORNER, 15 FEET W OF THE CENTER LINE OF A FARM ROAD, 2-1/2
 AW6954'FEET N OF A WHITE REFERENCE POST, AND 1 FOOT E OF A N-S FENCE.
 AW6954'IT IS STAMPED STATE 1942 AND PROJECTS 4 INCHES.
 AW6954'
 AW6954'TO REACH THE STATION FROM THE STOP LIGHT IN SUGARLAND, GO
 AW6954'W ON U.S. HIGHWAY 59 FOR 1 MILE TO ENTRANCE OF THE HARLEM STATE
 AW6954'PRISON FARM ON THE LEFT, TURN LEFT AND FOLLOW GRAVELLED ROAD S
 AW6954'FOR 3 MILES, TURN RIGHT, W, AND GO 0.7 MILE TO A T-ROAD.  TURN
 AW6954'LEFT AND GO 0.2 MILE TO GATE, GO THROUGH GATE AND BEAR RIGHT
 AW6954'TO STATION W OF WATER TANK.  TO REACH AZIMUTH MARK TURN
 AW6954'RIGHT AT T-ROAD AND GO 0.2 MILE N TO MARK ON LEFT.
 AW6954'
 AW6954'A 90-FOOT SIGNAL AT RICHMOND MAG IS VISIBLE AT 77 FEET.
 AW6954'
 AW6954'A 90-FOOT SIGNAL AT WHATLEY IS VISIBLE ON THE GROUND.
 AW6954'
 AW6954'A 90-FOOT SIGNAL AT SUGARLAND IS VISIBLE AT 64 FEET.
 AW6954
 AW6954                          STATION RECOVERY (1951)
 AW6954
 AW6954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 AW6954'STATION WAS RECOVERED AND STATION SURFACE MARK WAS FOUND
 AW6954'DESTROYED, BUT THE UNDERGROUND MARK WAS FOUND ABOUT 24 INCHES
 AW6954'BELOW SURFACE OF THE GROUND AND IN GOOD CONDITION.
 AW6954'
 AW6954'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 AW6954'
 AW6954'THE AZIMUTH MARK HAS BEEN DESTROYED AS THE FARM ROAD HAS BEEN
 AW6954'CHANGED AND REGRADED.
 AW6954'
 AW6954'THE DESCRIPTION IS ADEQUATE TO REACH THE STATION.
 AW6954
 AW6954                          STATION RECOVERY (1954)
 AW6954
 AW6954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AW6954'STATION MARK IS EITHER COVERED UP BY FEED TROUGH OR DESTROYED.
 AW6954'R.M.S ARE O.K.
 AW6954
 AW6954                          STATION RECOVERY (1955)
 AW6954
 AW6954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW6954'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 AW6954
 AW6954                          STATION RECOVERY (1968)
 AW6954
 AW6954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6954'THE STATION UNDERGROUND MARK AND REFERENCE MARKS 1 AND 2 WERE
 AW6954'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 AW6954'DESTROYED DUE TO A CHANGE IN THE ROAD.  A NEW SURFACE STATION
 AW6954'MARK AND AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A NEW
 AW6954'DESCRIPTION FOLLOWS.
 AW6954'
 AW6954'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF
 AW6954'SUGARLAND ON THE PROPERTY OF THE TEXAS DEPARTMENT OF CORRECTIONS.
 AW6954'
 AW6954'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59,
 AW6954'STATE HIGHWAY 6 AND FLANAGAN ROAD, GO SOUTH ON FLANAGAN ROAD
 AW6954'FOR 1.4 MILES TO A SIDE ROAD RIGHT LEADING TO A GUARD HOUSE.
 AW6954'CONTINUE SOUTH ON THE ROAD FOR 0.2 MILE TO THE END OF THE
 AW6954'PAVEMENT.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 1.4 MILES TO A
 AW6954'T JUNCTION (THE AZIMUTH MARK IS LOCATED IN THE NORTHEAST ANGLE
 AW6954'OF THE JUNCTION).  TURN RIGHT AND GO WEST ON A GRAVELED AND
 AW6954'DIRT ROAD FOR 0.75 MILE TO A CROSS ROAD.  TURN LEFT AND GO
 AW6954'SOUTH ON A DIRT ROAD FOR 0.15 MILE TO A GATE, PASS THROUGH
 AW6954'THE GATE, TURN RIGHT AND GO WEST ON A DIM TRACK ROAD FOR
 AW6954'0.05 MILE TO A BARBED WIRE FENCE.  TURN RIGHT AND GO NORTH
 AW6954'ALONG THE FENCE FOR ABOUT 200 FEET TO A FENCE CORNER.
 AW6954'TURN LEFT AND GO WEST ABOUT 50 FEET TO A GAP IN THE FENCE,
 AW6954'PASS THROUGH THE GAP, TURN LEFT AND GO ABOUT 200 FEET TO
 AW6954'THE STATION.
 AW6954'
 AW6954'THE STATION MARK IS A STANDARD DISK STAMPED STATE 1942 1968,
 AW6954'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AW6954'PROJECTS 3 INCHES.  IT IS 163.4 FEET WEST OF THE SOUTHWEST LEG
 AW6954'OF A WINDMILL, 127.5 FEET WEST OF THE NEAREST POINT OF A BRICK
 AW6954'WATER TANK, 116 FEET NORTHWEST OF A 12-INCH TRIANGLE BLAZED TREE
 AW6954'AND 111.5 FEET WEST-NORTHWEST OF A 5.5 FEET HIGH POST WITH TWO
 AW6954'SAWED NOTCHES.
 AW6954'
 AW6954'REFERENCE MARK 1 IS A STANDARD DISK STAMPED STATE NO 1 1942,
 AW6954'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 AW6954'PROJECTS 3 INCHES.  IT IS 101.5 FEET WEST-SOUTHWEST OF THE
 AW6954'SOUTHWEST LEG OF THE WINDMILL, 71 FEET SOUTHWEST OF THE NEAREST
 AW6954'POINT OF THE BRICK WATER TANK, 59.7 FEET NORTH OF THE BLAZED
 AW6954'TREE AND 34.8 FEET NORTHWEST OF THE POST WITH THE TWO NOTCHES.
 AW6954'
 AW6954'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STATE NO 2 1942,
 AW6954'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 AW6954'PROJECTS 3 INCHES.  IT IS 220 FEET WEST-SOUTHWEST OF THE NEAREST
 AW6954'POINT OF THE BRICK WATER TANK, 164 FEET WEST-NORTHWEST OF THE
 AW6954'BLAZED TREE AND 52 FEET NORTHEAST OF A BLUFF.
 AW6954'
 AW6954'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STATE 1942 AZ 2
 AW6954'1968, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A
 AW6954'CONCRETE WATER TANK THAT PROJECTS 10 INCHES.  IT IS 93 FEET
 AW6954'EAST-NORTHEAST OF THE CENTER OF THE T JUNCTION, 48 FEET NORTH
 AW6954'OF THE CENTER OF A GRAVELED ROAD, 14.8 FEET EAST OF AN IRRIGATION
 AW6954'PUMP AND 1 FOOT WEST OF A METAL WITNESS POST.
 AW6954'
 AW6954'HEIGHT OF LIGHT ABOVE STATION MARK 86.42 FEET.
 AW6954
 AW6954                          STATION RECOVERY (1969)
 AW6954
 AW6954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (CUB)
 AW6954'STATION AND REFERENCE MARKS WERE SEARCHED FOR AND NOT FOUND.
 AW6954'DESCRIPTION PERTAINING TO FENCES AND TANKS IS NO LONGER ADEQUATE.
 AW6954'ENTIRE AREA IS COVERED BY TALL VERY DENSE GRASS.  ONE TREE
 AW6954'WITH TRIANGULAR BLAZE FOUND.
 AW6954
 AW6954                          STATION RECOVERY (1970)
 AW6954
 AW6954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (CUB)
 AW6954'THE STATION STATE 1942 - 1968 WAS FOUND IN THE POSITION
 AW6954'DESCRIBED FOR STATION STATE 1942.  THE POST AND TABLET APPEAR TO
 AW6954'BE QUITE NEW.  REF. MARK NO. 2 WAS FOUND IN DESCRIBED POSITION
 AW6954'BUT REF. MARK NO. 1 WAS NOT FOUND.
 AW6954
 AW6954                          STATION RECOVERY (1998)
 AW6954
 AW6954'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6954'MARK NOT FOUND.
 AW6954
 AW6954                          STATION RECOVERY (2003)
 AW6954
 AW6954'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW6954'TO REACH THE MONUMENT WITH SURVEYING EQUIPMENT AN ATV IS REQUIRED, DUE
 AW6954'TO NEW STORM DRAINAGE DITCHES. THE MONUMENT IS SET FLUSH WITH THE
 AW6954'GROUND IN A PASTURE WITH TALL GRASS, ON THE EDGE OF AN OLD TANK POND.
 AW6954'REFERENCE MONUMENT 1 WAS FOUND VANDALIZED BY SOUVENIR HUNTERS, THE
 AW6954'DISK HAS BEEN REMOVED, BUT A BRASS SHAFT REMAINS IN PLACE, AND FROM
 AW6954'RM-1 THE STATION STATE BEARS 301  00' 14.1 (GRID AZIMUTH), DISTANCE OF
 AW6954'77.48 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1098 ***********************************************************************
 CU1098  DESIGNATION -  STATE
 CU1098  PID         -  CU1098
 CU1098  STATE/COUNTY-  TX/HOWARD
 CU1098  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU1098
 CU1098                         *CURRENT SURVEY CONTROL
 CU1098  ___________________________________________________________________
 CU1098* NAD 83(1993)-  32 13 43.15727(N)    101 29 36.84603(W)     ADJUSTED  
 CU1098* NAVD 88     -       855.     (meters)    2805.     (feet)  SCALED    
 CU1098  ___________________________________________________________________
 CU1098  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 CU1098  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CU1098
 CU1098  HORZ ORDER  -  SECOND
 CU1098
 CU1098.The horizontal coordinates were established by classical geodetic methods
 CU1098.and adjusted by the National Geodetic Survey in February 1996..
 CU1098
 CU1098.The orthometric height was scaled from a topographic map.
 CU1098
 CU1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1098
 CU1098.The geoid height was determined by GEOID03.
 CU1098
 CU1098;                    North         East     Units Scale Factor Converg.
 CU1098;SPC TXNC     - 2,066,340.218   317,877.822   MT  0.99997496   -1 37 57.6
 CU1098;SPC TXNC     - 6,779,317.87  1,042,904.15   sFT  0.99997496   -1 37 57.6
 CU1098;UTM  14      - 3,568,508.738   265,023.304   MT  1.00028095   -1 19 49.5
 CU1098
 CU1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1098!SPC TXNC     -   0.99986972  x   0.99997496  =   0.99984468
 CU1098!UTM  14      -   0.99986972  x   1.00028095  =   1.00015063
 CU1098
 CU1098:                Primary Azimuth Mark                     Grid Az
 CU1098:SPC TXNC     -  BIG SPRINGS MUN TANK                     015 58 06.4
 CU1098:UTM  14      -  BIG SPRINGS MUN TANK                     015 39 58.3
 CU1098
 CU1098|---------------------------------------------------------------------|
 CU1098| PID    Reference Object                     Distance      Geod. Az  |
 CU1098|                                                           dddmmss.s |
 CU1098| CU1112 BIG SPRINGS MUN TANK                APPROX. 4.3 KM 0142008.8 |
 CU1098| CU1111 BIG SPRINGS CRMWD MICROWAVE         APPROX. 7.2 KM 0191515.7 |
 CU1098| CU1109 BIG SPRINGS HOWARD CO APT BCN       APPROX.10.2 KM 0302057.6 |
 CU1098| CU1110 BIG SPRINGS TV STA KWAB MAST        APPROX. 5.3 KM 0580019.6 |
 CU1098| CU1096 BIG SPRINGS VA HOSP TANK            APPROX. 1.7 KM 0804457.9 |
 CU1098| CU1094 BIG SPRINGS TCA TV MICROWAVE        APPROX. 5.0 KM 0993734.0 |
 CU1098| CU1095 BIG SPRINGS TEX ELEC SERV MAST      APPROX. 3.3 KM 1014157.8 |
 CU1098| CI0552 STATE RM 1                           18.329 METERS 11359     |
 CU1098| CU1099 PARK USE 1968                        20.439 METERS 21259     |
 CU1098| CU1126 WEBB AFB CONTROL TOWER              APPROX. 2.0 KM 2593034.7 |
 CU1098| CU1125 WEBB AFB RADAR DOME                 APPROX. 2.0 KM 2622628.2 |
 CU1098|---------------------------------------------------------------------|
 CU1098
 CU1098                          SUPERSEDED SURVEY CONTROL
 CU1098
 CU1098  NAD 83(1986)-  32 13 43.16278(N)    101 29 36.83796(W) AD(       ) 2
 CU1098  NAD 27      -  32 13 42.72742(N)    101 29 35.39018(W) AD(       ) 2
 CU1098
 CU1098.Superseded values are not recommended for survey control.
 CU1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1098.See file dsdata.txt to determine how the superseded data were derived.
 CU1098
 CU1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6502368509(NAD 83)
 CU1098_MARKER: DS = TRIANGULATION STATION DISK
 CU1098_SETTING: 66 = SET IN ROCK OUTCROP
 CU1098_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CU1098
 CU1098  HISTORY     - Date     Condition        Report By
 CU1098  HISTORY     - 1968     MONUMENTED       CGS
 CU1098  HISTORY     - 1979     GOOD             NGS
 CU1098
 CU1098                          STATION DESCRIPTION
 CU1098
 CU1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1098'BRUSH ON LINE, NO MEASUREMENT BETWEEN REFERENCE MARKS.
 CU1098'
 CU1098'STATION IS LOCATED IN THE SOUTHWEST PART OF BIG SPRING ON THE
 CU1098'WEST END AND HIGHEST POINT OF A MESA IN THE BIG SPRING STATE PARK.
 CU1098'
 CU1098'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM ROAD 700,
 CU1098'GO WEST ON FARM ROAD 700 FOR 0.6 MILE TO THE ENTRANCE TO BIG
 CU1098'SPRING STATE PARK, TURN LEFT AND FOLLOW PARK ROAD FOR 0.7 MILE
 CU1098'TO A SIDE ROAD RIGHT, CONTINUE FOR 0.5 MILE TO A TRACK ROAD RIGHT,
 CU1098'TURN RIGHT THENCE RIGHT AND FOLLOW TRACK ROAD FOR 0.1 MILE TO TOP
 CU1098'OF MESA AND STATION.
 CU1098'
 CU1098'STATION MARK, A STANDARD DISK STAMPED STATE 1968, IS SET IN A
 CU1098'DRILL HOLE IN BEDROCK WHICH IS FLUSH AND ON THE HIGHEST POINT OF
 CU1098'MESA.  THE MARK IS 54 FEET WEST OF A TRACK ROAD AND 41 FEET EAST
 CU1098'OF A TRACK ROAD.
 CU1098'
 CU1098'REFERENCE MARK 1, A STANDARD DISK STAMPED STATE NO 1 1968, IS SET
 CU1098'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH ON THE WEST SIDE AND
 CU1098'PROJECTS 2 INCHES ON THE EAST SIDE, ABOUT THE SAME ELEVATION AS
 CU1098'THE STATION.  THE MARK IS 12 FEET WEST OF A TRACK ROAD.
 CU1098'
 CU1098'PARK ( USE ), A U.S. ARMY CORP OF ENGINEERS SURVEY DISK STAMPED
 CU1098'EL PARK ALBUQUERQUE DIST 1953, IS SET IN A DRILL HOLE IN BEDROCK
 CU1098'WHICH IS FLUSH.  THE MARK IS 12 FEET WEST OF A TRACK ROAD.
 CU1098
 CU1098                          STATION RECOVERY (1979)
 CU1098
 CU1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1098'STATION AND RM 1 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CU1098'
 CU1098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1098'SW PART OF BIG SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1314 ***********************************************************************
 BY1314  DESIGNATION -  STATE AZ MK
 BY1314  PID         -  BY1314
 BY1314  STATE/COUNTY-  TX/CHEROKEE
 BY1314  USGS QUAD   -  RUSK (1973)
 BY1314
 BY1314                         *CURRENT SURVEY CONTROL
 BY1314  ___________________________________________________________________
 BY1314* NAD 83(1986)-  31 48 34.     (N)    095 09 20.     (W)     SCALED    
 BY1314* NAVD 88     -       171.96   (+/-2cm)     564.2    (feet)  VERTCON   
 BY1314  ___________________________________________________________________
 BY1314  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY1314
 BY1314  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1314
 BY1314.The horizontal coordinates were scaled from a topographic map and have
 BY1314.an estimated accuracy of +/- 6 seconds.
 BY1314
 BY1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1314.The vertical order pertains to the NGVD 29 superseded value.
 BY1314
 BY1314.The geoid height was determined by GEOID03.
 BY1314
 BY1314;                    North         East    Units  Estimated Accuracy
 BY1314;SPC TX C     - 3,248,960.    1,190,090.      MT  (+/- 180 meters Scaled)
 BY1314
 BY1314                          SUPERSEDED SURVEY CONTROL
 BY1314
 BY1314  NGVD 29 (??/??/92)  171.971  (m)          564.21   (f) ADJ UNCH    1 2
 BY1314
 BY1314.Superseded values are not recommended for survey control.
 BY1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1314.See file dsdata.txt to determine how the superseded data were derived.
 BY1314
 BY1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR959213(NAD 83)
 BY1314_MARKER: DZ = AZIMUTH MARK DISK
 BY1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1314_STAMPING: STATE 1942
 BY1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1314+STABILITY: SURFACE MOTION
 BY1314
 BY1314  HISTORY     - Date     Condition        Report By
 BY1314  HISTORY     - 1942     MONUMENTED       CGS
 BY1314  HISTORY     - 1952     GOOD             NGS
 BY1314  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1314
 BY1314                          STATION DESCRIPTION
 BY1314
 BY1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1314'1.0 MI NW FROM RUSK.
 BY1314'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 69 FROM THE COURTHOUSE AT RUSK,
 BY1314'71 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF
 BY1314'THE EAST RAIL OF A TRACK LEADING TO THE STATE HOSPITAL, 26 FEET NORTH
 BY1314'OF A FENCE CORNER, 3 FEET WEST OF A FENCE, SET IN THE TOP OF A
 BY1314'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 0.5 MILE
 BY1314'NORTHEAST OF TRIANGULATION STATION STATE 1942.
 BY1314
 BY1314                          STATION RECOVERY (1996)
 BY1314
 BY1314'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0092 ***********************************************************************
 BN0092  DESIGNATION -  STATE HIGHWAY BM
 BN0092  PID         -  BN0092
 BN0092  STATE/COUNTY-  TX/BLANCO
 BN0092  USGS QUAD   -  MONUMENT HILL (1963)
 BN0092
 BN0092                         *CURRENT SURVEY CONTROL
 BN0092  ___________________________________________________________________
 BN0092* NAD 83(1986)-  30 12 14.     (N)    098 22 34.     (W)     SCALED    
 BN0092* NAVD 88     -       377.695  (meters)    1239.15   (feet)  ADJUSTED  
 BN0092  ___________________________________________________________________
 BN0092  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 BN0092  DYNAMIC HT  -         377.172 (meters)    1237.44  (feet)  COMP
 BN0092  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 BN0092
 BN0092  VERT ORDER  -  SECOND    CLASS 0
 BN0092
 BN0092.The horizontal coordinates were scaled from a topographic map and have
 BN0092.an estimated accuracy of +/- 6 seconds.
 BN0092
 BN0092.The orthometric height was determined by differential leveling
 BN0092.and adjusted by the National Geodetic Survey in June 1991..
 BN0092
 BN0092.The geoid height was determined by GEOID03.
 BN0092
 BN0092.The dynamic height is computed by dividing the NAVD 88
 BN0092.geopotential number by the normal gravity value computed on the
 BN0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0092.degrees latitude (g = 980.6199 gals.).
 BN0092
 BN0092.The modeled gravity was interpolated from observed gravity values.
 BN0092
 BN0092;                    North         East    Units  Estimated Accuracy
 BN0092;SPC TX C     - 3,061,210.      888,440.      MT  (+/- 180 meters Scaled)
 BN0092
 BN0092                          SUPERSEDED SURVEY CONTROL
 BN0092
 BN0092  NGVD 29 (??/??/92)  377.604  (m)         1238.86   (f) ADJ UNCH    2 0
 BN0092
 BN0092.Superseded values are not recommended for survey control.
 BN0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0092.See file dsdata.txt to determine how the superseded data were derived.
 BN0092
 BN0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU600415(NAD 83)
 BN0092_MARKER: DB = BENCH MARK DISK
 BN0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0092+STABILITY: SURFACE MOTION
 BN0092
 BN0092  HISTORY     - Date     Condition        Report By
 BN0092  HISTORY     - UNK      MONUMENTED       TXHD
 BN0092  HISTORY     - 1933     GOOD             NGS
 BN0092  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0092
 BN0092                          STATION DESCRIPTION
 BN0092
 BN0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0092'5.8 MI E FROM JOHNSON CITY.
 BN0092'5.8 MILES EAST OF, ALONG STATE HIGHWAY 20 0.1 MILE NORTHWEST OF STATE
 BN0092'HIGHWAYS 20 AND US HWY 281, AT SOUTH EAST END OF NORTH HAND RAIL OF
 BN0092'CONCRETE BRIDGE OVER MILLER CREEK.
 BN0092
 BN0092                          STATION RECOVERY (1953)
 BN0092
 BN0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BN0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0480 ***********************************************************************
 BO0480  DESIGNATION -  STATE HWY MON NR SONORA 1944
 BO0480  PID         -  BO0480
 BO0480  STATE/COUNTY-  TX/SUTTON
 BO0480  USGS QUAD   -  SONORA SE (1982)
 BO0480
 BO0480                         *CURRENT SURVEY CONTROL
 BO0480  ___________________________________________________________________
 BO0480* NAD 83(1993)-  30 34 17.50262(N)    100 36 34.54903(W)     ADJUSTED  
 BO0480* NAVD 88     -       650.     (meters)    2133.     (feet)  SCALED    
 BO0480  ___________________________________________________________________
 BO0480  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 BO0480  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BO0480
 BO0480  HORZ ORDER  -  SECOND
 BO0480
 BO0480.The horizontal coordinates were established by classical geodetic methods
 BO0480.and adjusted by the National Geodetic Survey in February 1996..
 BO0480
 BO0480.The orthometric height was scaled from a topographic map.
 BO0480
 BO0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0480
 BO0480.The geoid height was determined by GEOID03.
 BO0480
 BO0480;                    North         East     Units Scale Factor Converg.
 BO0480;SPC TX C     - 3,100,341.842   673,500.835   MT  0.99990970   -0 08 32.3
 BO0480;SPC TX C     -10,171,704.86  2,209,643.99   sFT  0.99990970   -0 08 32.3
 BO0480;UTM  14      - 3,383,221.022   345,645.493   MT  0.99989392   -0 49 07.8
 BO0480
 BO0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0480!SPC TX C     -   0.99990150  x   0.99990970  =   0.99981121
 BO0480!UTM  14      -   0.99990150  x   0.99989392  =   0.99979543
 BO0480
 BO0480                          SUPERSEDED SURVEY CONTROL
 BO0480
 BO0480  NAD 83(1986)-  30 34 17.50374(N)    100 36 34.53528(W) AD(       ) 2
 BO0480  NAD 27      -  30 34 16.85000(N)    100 36 33.20000(W) AD(       ) 2
 BO0480
 BO0480.Superseded values are not recommended for survey control.
 BO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0480.See file dsdata.txt to determine how the superseded data were derived.
 BO0480
 BO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4564583221(NAD 83)
 BO0480_MARKER: 70 = MONUMENT
 BO0480
 BO0480  HISTORY     - Date     Condition        Report By
 BO0480  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0480
 BO0480                          STATION DESCRIPTION
 BO0480
 BO0480'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0909 ***********************************************************************
 CD0909  DESIGNATION -  STATE LINE
 CD0909  PID         -  CD0909
 CD0909  STATE/COUNTY-  TX/CULBERSON
 CD0909  USGS QUAD   -  SCREW BEAN DRAW NE (1973)
 CD0909
 CD0909                         *CURRENT SURVEY CONTROL
 CD0909  ___________________________________________________________________
 CD0909* NAD 83(1993)-  31 59 59.28009(N)    104 04 32.22244(W)     ADJUSTED  
 CD0909* NAVD 88     -       947.2    (meters)    3108.     (feet)  VERTCON   
 CD0909  ___________________________________________________________________
 CD0909  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 CD0909  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CD0909
 CD0909  HORZ ORDER  -  THIRD
 CD0909
 CD0909.The horizontal coordinates were established by classical geodetic methods
 CD0909.and adjusted by the National Geodetic Survey in February 1996..
 CD0909
 CD0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0909
 CD0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0909
 CD0909.The geoid height was determined by GEOID03.
 CD0909
 CD0909;                    North         East     Units Scale Factor Converg.
 CD0909;SPC TX C     - 3,264,602.759   346,433.960   MT  1.00003336   -1 55 39.0
 CD0909;SPC TX C     -10,710,617.55  1,136,592.08   sFT  1.00003336   -1 55 39.0
 CD0909;UTM  13      - 3,540,786.792   587,314.745   MT  0.99969402   +0 29 23.6
 CD0909
 CD0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0909!SPC TX C     -   0.99985530  x   1.00003336  =   0.99988866
 CD0909!UTM  13      -   0.99985530  x   0.99969402  =   0.99954937
 CD0909
 CD0909:                Primary Azimuth Mark                     Grid Az
 CD0909:SPC TX C     -  PARDUE                                   359 43 35.2
 CD0909:UTM  13      -  PARDUE                                   357 18 32.6
 CD0909
 CD0909|---------------------------------------------------------------------|
 CD0909| PID    Reference Object                     Distance      Geod. Az  |
 CD0909|                                                           dddmmss.s |
 CD0909| CW0748 PARDUE                              APPROX. 5.8 KM 3574756.2 |
 CD0909|---------------------------------------------------------------------|
 CD0909
 CD0909                          SUPERSEDED SURVEY CONTROL
 CD0909
 CD0909  NAD 83(1993)-  31 59 59.28009(N)    104 04 32.22244(W) AD(       ) 3
 CD0909  NAD 83(1986)-  31 59 59.27896(N)    104 04 32.21923(W) AD(       ) 3
 CD0909  NAD 27      -  31 59 58.83219(N)    104 04 30.47028(W) AD(       ) 3
 CD0909  NGVD 29 (07/19/86)  946.7    (m)         3106.     (f) VERT ANG       
 CD0909
 CD0909.Superseded values are not recommended for survey control.
 CD0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0909.See file dsdata.txt to determine how the superseded data were derived.
 CD0909
 CD0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER8731540787(NAD 83)
 CD0909_MARKER: DD = SURVEY DISK
 CD0909_SETTING: 66 = SET IN ROCK OUTCROP
 CD0909_SP_SET: SET IN ROCK OUTCROP
 CD0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0909+STABILITY: POSITION/ELEVATION WELL
 CD0909
 CD0909  HISTORY     - Date     Condition        Report By
 CD0909  HISTORY     - 1944     MONUMENTED       USGS
 CD0909
 CD0909                          STATION DESCRIPTION
 CD0909
 CD0909'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 CD0909'STATION IS ON THE APPROXIMATE NEW MEXICO-TEXAS STATE LINE, 2.7 MI. W.
 CD0909'OF U.S. HIGHWAY 285, 8 FT. S. OF ASSUMED STATE LINE FENCE, ON HIGHEST
 CD0909'GROUND BETWEEN HIGHWAY AND DELAWARE RIVER.
 CD0909'
 CD0909'STATION MARK--STANDARD TABLET, SET IN ROCK, AND STAMPED ---STATE LINE
 CD0909'1944---.
 CD0909'
 CD0909'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN ROCK, AND
 CD0909'STAMPED ---NO. 1---, 111.50 FT. DISTANT FROM STATION MARK,
 CD0909'S 86 DEG 49 MIN W.
 CD0909'
 CD0909'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK, AND
 CD0909'STAMPED ---NO. 2---, 105.13 FT. DISTANT FROM STATION MARK,
 CD0909'N 01 DEG 30 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6185 ***********************************************************************
 AW6185  DESIGNATION -  STATE MARKER 1938
 AW6185  PID         -  AW6185
 AW6185  STATE/COUNTY-  TX/HARRIS
 AW6185  USGS QUAD   -  MORGANS POINT (1993)
 AW6185
 AW6185                         *CURRENT SURVEY CONTROL
 AW6185  ___________________________________________________________________
 AW6185* NAD 83(1993)-  29 41 39.62696(N)    094 58 39.61604(W)     ADJUSTED  
 AW6185* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6185  ___________________________________________________________________
 AW6185  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6185  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6185
 AW6185  HORZ ORDER  -  THIRD
 AW6185
 AW6185.The horizontal coordinates were established by classical geodetic methods
 AW6185.and adjusted by the National Geodetic Survey in February 1996..
 AW6185
 AW6185.The orthometric height was scaled from a topographic map.
 AW6185
 AW6185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6185
 AW6185.The geoid height was determined by GEOID03.
 AW6185
 AW6185;                    North         East     Units Scale Factor Converg.
 AW6185;SPC TXSC     - 4,212,942.909   989,161.030   MT  0.99988285   +1 58 14.1
 AW6185;SPC TXSC     -13,821,963.53  3,245,272.48   sFT  0.99988285   +1 58 14.1
 AW6185;UTM  15      - 3,286,552.898   308,656.889   MT  1.00005175   -0 58 47.9
 AW6185
 AW6185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6185!SPC TXSC     -   1.00000411  x   0.99988285  =   0.99988696
 AW6185!UTM  15      -   1.00000411  x   1.00005175  =   1.00005586
 AW6185
 AW6185                          SUPERSEDED SURVEY CONTROL
 AW6185
 AW6185  NAD 83(1986)-  29 41 39.64332(N)    094 58 39.59708(W) AD(       ) 3
 AW6185  NAD 27      -  29 41 38.82176(N)    094 58 38.85895(W) AD(       ) 3
 AW6185
 AW6185.Superseded values are not recommended for survey control.
 AW6185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6185.See file dsdata.txt to determine how the superseded data were derived.
 AW6185
 AW6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0865786553(NAD 83)
 AW6185_MARKER: I = METAL ROD
 AW6185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6185_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6185+STABILITY: SURFACE MOTION
 AW6185
 AW6185  HISTORY     - Date     Condition        Report By
 AW6185  HISTORY     - 1938     MONUMENTED       CGS
 AW6185  HISTORY     - 1952     GOOD             CGS
 AW6185  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW6185
 AW6185                          STATION DESCRIPTION
 AW6185
 AW6185'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6185'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 AW6185'FOLLOWS--
 AW6185'
 AW6185'STATION IS LOCATED ON THE MOST E PART OF HOG ISLAND APPROXIMATELY
 AW6185'1/2 MILE S OF EVERGREEN POINT.  STATION IS LOCATED ON A LOW
 AW6185'SHELL KNOLL COVERED WITH A THICK GROWTH OF MESQUITE, 105 FEET
 AW6185'E OF THE SHORELINE OF TABBS BAY, 48.0 FEET S OF A SMALL POND,
 AW6185'AND IS 18.7 FEET SW OF STATION HOG 2.
 AW6185'
 AW6185'STATION MARK IS A BRASS ROD SET IN A 6- BY 6-INCH CONCRETE
 AW6185'MONUMENT, MARKED STATE, AND PROJECTING 16 INCHES.
 AW6185
 AW6185                          STATION RECOVERY (1998)
 AW6185
 AW6185'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0514 ***********************************************************************
 DN0514  DESIGNATION -  STATE OF TEXAS
 DN0514  PID         -  DN0514
 DN0514  STATE/COUNTY-  TX/GRAYSON
 DN0514  USGS QUAD   -  SHERMAN (1974)
 DN0514
 DN0514                         *CURRENT SURVEY CONTROL
 DN0514  ___________________________________________________________________
 DN0514* NAD 83(1986)-  33 38 30.     (N)    096 36 14.     (W)     SCALED    
 DN0514* NAVD 88     -       223.789  (meters)     734.21   (feet)  ADJUSTED  
 DN0514  ___________________________________________________________________
 DN0514  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DN0514  DYNAMIC HT  -         223.548 (meters)     733.42  (feet)  COMP
 DN0514  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 DN0514
 DN0514  VERT ORDER  -  SECOND    CLASS 0
 DN0514
 DN0514.The horizontal coordinates were scaled from a topographic map and have
 DN0514.an estimated accuracy of +/- 6 seconds.
 DN0514
 DN0514.The orthometric height was determined by differential leveling
 DN0514.and adjusted by the National Geodetic Survey in June 1991..
 DN0514
 DN0514.The geoid height was determined by GEOID03.
 DN0514
 DN0514.The dynamic height is computed by dividing the NAVD 88
 DN0514.geopotential number by the normal gravity value computed on the
 DN0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0514.degrees latitude (g = 980.6199 gals.).
 DN0514
 DN0514.The modeled gravity was interpolated from observed gravity values.
 DN0514
 DN0514;                    North         East    Units  Estimated Accuracy
 DN0514;SPC TXNC     - 2,220,600.      775,880.      MT  (+/- 180 meters Scaled)
 DN0514
 DN0514                          SUPERSEDED SURVEY CONTROL
 DN0514
 DN0514  NGVD 29 (??/??/92)  223.75   (m)          734.1    (f) COMPUTED    2 0
 DN0514
 DN0514.Superseded values are not recommended for survey control.
 DN0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0514.See file dsdata.txt to determine how the superseded data were derived.
 DN0514
 DN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC222250(NAD 83)
 DN0514_MARKER: P = PIPE CAP
 DN0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0514
 DN0514  HISTORY     - Date     Condition        Report By
 DN0514  HISTORY     - UNK      MONUMENTED       BOR
 DN0514  HISTORY     - 1945     GOOD             NGS
 DN0514  HISTORY     - 1952     MARK NOT FOUND   NGS
 DN0514
 DN0514                          STATION DESCRIPTION
 DN0514
 DN0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DN0514'IN SHERMAN.
 DN0514'AT SHERMAN, AT THE INTERSECTION OF THE TEXAS PACIFIC RAILROAD AND THE
 DN0514'TEXAS AND NEW ORLEANS RAILROAD, 33.0 FEET SOUTHEAST OF SWITCH TOWER
 DN0514'NO. 16, 12.0 FEET EAST OF THE CENTER LINE OF THE TEXAS AND NEW ORLEANS
 DN0514'RAILROAD AND 12.0 SOUTH OF THE CENTER LINE OF THE TEXAS PACIFIC
 DN0514'RAILROAD.  A BRONZE CAP RIVETED ON THE END OF AN IRON PIPE WHICH
 DN0514'PROJECTS 4 INCHES ABOVE GROUND.
 DN0514
 DN0514                          STATION RECOVERY (1952)
 DN0514
 DN0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DN0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1316 ***********************************************************************
 BY1316  DESIGNATION -  STATE RM 1
 BY1316  PID         -  BY1316
 BY1316  STATE/COUNTY-  TX/CHEROKEE
 BY1316  USGS QUAD   -  RUSK (1973)
 BY1316
 BY1316                         *CURRENT SURVEY CONTROL
 BY1316  ___________________________________________________________________
 BY1316* NAD 83(1986)-  31 48 23.     (N)    095 09 40.     (W)     SCALED    
 BY1316* NAVD 88     -       213.56   (+/-2cm)     700.7    (feet)  VERTCON   
 BY1316  ___________________________________________________________________
 BY1316  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY1316
 BY1316  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1316
 BY1316.The horizontal coordinates were scaled from a topographic map and have
 BY1316.an estimated accuracy of +/- 6 seconds.
 BY1316
 BY1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1316.The vertical order pertains to the NGVD 29 superseded value.
 BY1316
 BY1316.The geoid height was determined by GEOID03.
 BY1316
 BY1316;                    North         East    Units  Estimated Accuracy
 BY1316;SPC TX C     - 3,248,590.    1,189,580.      MT  (+/- 180 meters Scaled)
 BY1316
 BY1316                          SUPERSEDED SURVEY CONTROL
 BY1316
 BY1316  NGVD 29 (??/??/92)  213.568  (m)          700.68   (f) ADJ UNCH    1 2
 BY1316
 BY1316.Superseded values are not recommended for survey control.
 BY1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1316.See file dsdata.txt to determine how the superseded data were derived.
 BY1316
 BY1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR954210(NAD 83)
 BY1316_MARKER: DR = REFERENCE MARK DISK
 BY1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1316_STAMPING: STATE NO 1 1942
 BY1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1316+STABILITY: SURFACE MOTION
 BY1316
 BY1316  HISTORY     - Date     Condition        Report By
 BY1316  HISTORY     - 1942     MONUMENTED       CGS
 BY1316  HISTORY     - 1952     GOOD             NGS
 BY1316  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1316
 BY1316                          STATION DESCRIPTION
 BY1316
 BY1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1316'1.5 MI NW FROM RUSK.
 BY1316'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 69 FROM THE COURTHOUSE AT RUSK,
 BY1316'THENCE 0.5 MILE SOUTHWEST ALONG A WINDING DIRT ROAD LEADING THROUGH
 BY1316'THE STATE HOSPITAL GROUNDS, ON A PROMINENT HILL, JUST WEST OF THE
 BY1316'HOSPITAL, 138 FEET SOUTHEAST OF A LARGE STEEL STANDPIPE, 96.2 FEET
 BY1316'SOUTHWEST OF TRIANGULATION STATION STATE 1942, 0.6 FOOT EAST OF A
 BY1316'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BY1316'THE GROUND.
 BY1316
 BY1316                          STATION RECOVERY (1996)
 BY1316
 BY1316'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1317 ***********************************************************************
 BY1317  DESIGNATION -  STATE RM 2
 BY1317  PID         -  BY1317
 BY1317  STATE/COUNTY-  TX/CHEROKEE
 BY1317  USGS QUAD   -  RUSK (1973)
 BY1317
 BY1317                         *CURRENT SURVEY CONTROL
 BY1317  ___________________________________________________________________
 BY1317* NAD 83(1986)-  31 48 23.     (N)    095 09 40.     (W)     SCALED    
 BY1317* NAVD 88     -       213.35   (+/-2cm)     700.0    (feet)  VERTCON   
 BY1317  ___________________________________________________________________
 BY1317  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY1317
 BY1317  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1317
 BY1317.The horizontal coordinates were scaled from a topographic map and have
 BY1317.an estimated accuracy of +/- 6 seconds.
 BY1317
 BY1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1317.The vertical order pertains to the NGVD 29 superseded value.
 BY1317
 BY1317.The geoid height was determined by GEOID03.
 BY1317
 BY1317;                    North         East    Units  Estimated Accuracy
 BY1317;SPC TX C     - 3,248,590.    1,189,580.      MT  (+/- 180 meters Scaled)
 BY1317
 BY1317                          SUPERSEDED SURVEY CONTROL
 BY1317
 BY1317  NGVD 29 (??/??/92)  213.366  (m)          700.02   (f) ADJ UNCH    1 2
 BY1317
 BY1317.Superseded values are not recommended for survey control.
 BY1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1317.See file dsdata.txt to determine how the superseded data were derived.
 BY1317
 BY1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR954210(NAD 83)
 BY1317_MARKER: DR = REFERENCE MARK DISK
 BY1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1317_STAMPING: STATE NO 2 1942
 BY1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1317+STABILITY: SURFACE MOTION
 BY1317
 BY1317  HISTORY     - Date     Condition        Report By
 BY1317  HISTORY     - 1942     MONUMENTED       CGS
 BY1317  HISTORY     - 1952     GOOD             NGS
 BY1317  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1317
 BY1317                          STATION DESCRIPTION
 BY1317
 BY1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1317'1.5 MI NW FROM RUSK.
 BY1317'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 69 FROM THE COURTHOUSE AT RUSK,
 BY1317'THENCE 0.5 MILE SOUTHWEST ALONG A WINDING DIRT ROAD LEADING THROUGH
 BY1317'THE STATE HOSPITAL GROUNDS, ON A PROMINENT HILL, JUST WEST OF THE
 BY1317'HOSPITAL, 52.0 FEET NORTHWEST OF TRIANGULATION STATION STATE 1942, 27
 BY1317'FEET NORTHEAST OF A LARGE STEEL STANDPIPE, 0.6 FOOT EAST OF A FENCE,
 BY1317'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BY1317'GROUND.
 BY1317
 BY1317                          STATION RECOVERY (1996)
 BY1317
 BY1317'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1283 ***********************************************************************
 DN1283  DESIGNATION -  STATE SCH FOR GIRLS WATER TANK
 DN1283  PID         -  DN1283
 DN1283  STATE/COUNTY-  TX/COOKE
 DN1283  USGS QUAD   -  CALLISBURG (1978)
 DN1283
 DN1283                         *CURRENT SURVEY CONTROL
 DN1283  ___________________________________________________________________
 DN1283* NAD 83(1993)-  33 37 37.16869(N)    097 05 25.22345(W)     ADJUSTED  
 DN1283* NAVD 88     -                                                        
 DN1283  ___________________________________________________________________
 DN1283  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DN1283  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN1283
 DN1283  HORZ ORDER  -  THIRD
 DN1283
 DN1283.The horizontal coordinates were established by classical geodetic methods
 DN1283.and adjusted by the National Geodetic Survey in February 1996..
 DN1283
 DN1283
 DN1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1283
 DN1283.The geoid height was determined by GEOID03.
 DN1283
 DN1283;                    North         East     Units Scale Factor Converg.
 DN1283;SPC TXNC     - 2,218,262.221   730,783.611   MT  0.99992291   +0 46 07.8
 DN1283;SPC TXNC     - 7,277,748.64  2,397,579.23   sFT  0.99992291   +0 46 07.8
 DN1283;UTM  14      - 3,722,433.849   677,132.841   MT  0.99998682   +1 03 28.1
 DN1283
 DN1283                          SUPERSEDED SURVEY CONTROL
 DN1283
 DN1283  NAD 83(1993)-  33 37 37.16943(N)    097 05 25.22191(W) AD(       ) 4
 DN1283  NAD 83(1986)-  33 37 37.17384(N)    097 05 25.21179(W) AD(       ) 4
 DN1283  NAD 27      -  33 37 36.78700(N)    097 05 24.18000(W) AD(       ) 3
 DN1283
 DN1283.Superseded values are not recommended for survey control.
 DN1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1283.See file dsdata.txt to determine how the superseded data were derived.
 DN1283
 DN1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7713322434(NAD 83)
 DN1283_MARKER: 53 = ELEVATED TANK
 DN1283
 DN1283  HISTORY     - Date     Condition        Report By
 DN1283  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1283  HISTORY     - 19950603 GOOD             USPSQD
 DN1283
 DN1283                          STATION DESCRIPTION
 DN1283
 DN1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1283'THE STATION IS LOCATED AT THE GROUNDS OF THE TEXAS STATE SCHOOL
 DN1283'FOR GIRLS, 3-1/2 MILES EAST OF THE COOKE COUNTY COURTHOUSE IN
 DN1283'GAINSVILLE.
 DN1283'
 DN1283'THE TANK HAS A CONICAL ROOF WITH A BALL AT THE APEX, IS
 DN1283'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL
 DN1283'HEIGHT OF 80 FEET.
 DN1283'
 DN1283'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK.
 DN1283
 DN1283                          STATION RECOVERY (1995)
 DN1283
 DN1283'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3224 ***********************************************************************
 BK3224  DESIGNATION -  STATION 1367 PLUS 00 USE
 BK3224  PID         -  BK3224
 BK3224  STATE/COUNTY-  TX/ORANGE
 BK3224  USGS QUAD   -  TERRY (1974)
 BK3224
 BK3224                         *CURRENT SURVEY CONTROL
 BK3224  ___________________________________________________________________
 BK3224* NAD 83(1993)-  30 00 19.80313(N)    093 57 17.32464(W)     ADJUSTED  
 BK3224* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BK3224  ___________________________________________________________________
 BK3224  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BK3224  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3224
 BK3224  HORZ ORDER  -  THIRD
 BK3224
 BK3224.The horizontal coordinates were established by classical geodetic methods
 BK3224.and adjusted by the National Geodetic Survey in February 1996..
 BK3224
 BK3224.The orthometric height was scaled from a topographic map.
 BK3224
 BK3224.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3224
 BK3224.The geoid height was determined by GEOID03.
 BK3224
 BK3224;                    North         East     Units Scale Factor Converg.
 BK3224;SPC TX C     - 3,055,202.243 1,315,088.037   MT  1.00003153   +3 17 07.1
 BK3224;SPC TX C     -10,023,609.36  4,314,584.67   sFT  1.00003153   +3 17 07.1
 BK3224;SPC TXSC     - 4,251,235.767 1,086,580.262   MT  0.99993155   +2 28 18.1
 BK3224;SPC TXSC     -13,947,596.01  3,564,888.74   sFT  0.99993155   +2 28 18.1
 BK3224;SPC LA S     -   169,768.907   747,118.027   MT  0.99992575   -1 18 38.8
 BK3224;SPC LA S     -   556,983.49  2,451,169.73   sFT  0.99992575   -1 18 38.8
 BK3224;UTM  15      - 3,319,778.627   407,913.487   MT  0.99970462   -0 28 39.1
 BK3224
 BK3224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3224!SPC TX C     -   1.00000414  x   1.00003153  =   1.00003567
 BK3224!SPC TXSC     -   1.00000414  x   0.99993155  =   0.99993569
 BK3224!SPC LA S     -   1.00000414  x   0.99992575  =   0.99992989
 BK3224!UTM  15      -   1.00000414  x   0.99970462  =   0.99970876
 BK3224
 BK3224                          SUPERSEDED SURVEY CONTROL
 BK3224
 BK3224  NAD 83(1993)-  30 00 19.80265(N)    093 57 17.32461(W) AD(       ) 3
 BK3224  NAD 83(1986)-  30 00 19.82116(N)    093 57 17.30738(W) AD(       ) 3
 BK3224  NAD 27      -  30 00 19.05600(N)    093 57 16.68500(W) AD(       ) 3
 BK3224
 BK3224.Superseded values are not recommended for survey control.
 BK3224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3224.See file dsdata.txt to determine how the superseded data were derived.
 BK3224
 BK3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0791319779(NAD 83)
 BK3224_MARKER: I = METAL ROD
 BK3224_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BK3224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK3224
 BK3224  HISTORY     - Date     Condition        Report By
 BK3224  HISTORY     - 1933     MONUMENTED       USE
 BK3224  HISTORY     - 20011109 MARK NOT FOUND   USPSQD
 BK3224
 BK3224                          STATION DESCRIPTION
 BK3224
 BK3224'DESCRIBED BY US ENGINEERS 1933
 BK3224'STATION 1367+0 OF THE U.S. ENGINEER REFERENCE LINE OF THE NECHES
 BK3224'RIVER IS LOCATED ON E SIDE OF RIVER, OPPOSITE S END OF LOADING DOCK
 BK3224'OF MAGNOLIA OIL COMPANY.
 BK3224'
 BK3224'STATION MARK IS A 1-INCH GALVANIZED-IRON PIPE COLLARED WITH CONCRETE,
 BK3224'IN GRASSY PASTURE LAND ABOUT 20 FEET FROM BANK.  IT PROJECTS ABOUT
 BK3224'6 INCHES.
 BK3224'
 BK3224'REFERENCE MARKS 1 AND 2 ARE BRONZE DISKS SET IN CONCRETE.
 BK3224
 BK3224                          STATION RECOVERY (2001)
 BK3224
 BK3224'RECOVERY NOTE BY US POWER SQUADRON 2001 (WAF)
 BK3224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2068 ***********************************************************************
 BL2068  DESIGNATION -  STATION 138 PLUS 58.6 USE 1933
 BL2068  PID         -  BL2068
 BL2068  STATE/COUNTY-  TX/JEFFERSON
 BL2068  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2068
 BL2068                         *CURRENT SURVEY CONTROL
 BL2068  ___________________________________________________________________
 BL2068* NAD 83(1993)-  30 03 29.49791(N)    094 01 58.76426(W)     ADJUSTED  
 BL2068* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BL2068  ___________________________________________________________________
 BL2068  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BL2068  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL2068
 BL2068  HORZ ORDER  -  SECOND
 BL2068
 BL2068.The horizontal coordinates were established by classical geodetic methods
 BL2068.and adjusted by the National Geodetic Survey in February 1996..
 BL2068
 BL2068.The orthometric height was scaled from a topographic map.
 BL2068
 BL2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2068
 BL2068.The geoid height was determined by GEOID03.
 BL2068
 BL2068;                    North         East     Units Scale Factor Converg.
 BL2068;SPC TXSC     - 4,256,748.564 1,078,797.040   MT  0.99994272   +2 26 00.2
 BL2068;SPC TXSC     -13,965,682.58  3,539,353.29   sFT  0.99994272   +2 26 00.2
 BL2068;SPC TX C     - 3,060,604.568 1,307,226.732   MT  1.00001612   +3 14 42.2
 BL2068;SPC TX C     -10,041,333.49  4,288,793.04   sFT  1.00001612   +3 14 42.2
 BL2068;UTM  15      - 3,325,683.360   400,425.970   MT  0.99972232   -0 31 02.8
 BL2068
 BL2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2068!SPC TXSC     -   1.00000399  x   0.99994272  =   0.99994671
 BL2068!SPC TX C     -   1.00000399  x   1.00001612  =   1.00002011
 BL2068!UTM  15      -   1.00000399  x   0.99972232  =   0.99972631
 BL2068
 BL2068:                Primary Azimuth Mark                     Grid Az
 BL2068:SPC TXSC     -  POWER                                    296 20 50.1
 BL2068:SPC TX C     -  POWER                                    295 32 08.1
 BL2068:UTM  15      -  POWER                                    299 17 53.1
 BL2068
 BL2068|---------------------------------------------------------------------|
 BL2068| PID    Reference Object                     Distance      Geod. Az  |
 BL2068|                                                           dddmmss.s |
 BL2068| BL2080 POWER                               APPROX. 1.7 KM 2984650.3 |
 BL2068|---------------------------------------------------------------------|
 BL2068
 BL2068                          SUPERSEDED SURVEY CONTROL
 BL2068
 BL2068  NAD 83(1993)-  30 03 29.49748(N)    094 01 58.76430(W) AD(       ) 2
 BL2068  NAD 83(1986)-  30 03 29.51490(N)    094 01 58.74602(W) AD(       ) 2
 BL2068  NAD 27      -  30 03 28.75000(N)    094 01 58.11500(W) AD(       ) 2
 BL2068
 BL2068.Superseded values are not recommended for survey control.
 BL2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2068.See file dsdata.txt to determine how the superseded data were derived.
 BL2068
 BL2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0042625683(NAD 83)
 BL2068_MARKER: I = METAL ROD
 BL2068_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BL2068_SP_SET: OBJECT IMBEDDED IN GROUND
 BL2068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL2068
 BL2068  HISTORY     - Date     Condition        Report By
 BL2068  HISTORY     - 1933     MONUMENTED       CGS
 BL2068  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL2068
 BL2068                          STATION DESCRIPTION
 BL2068
 BL2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2068'LOCATED ON THE SW GANK OF THE NECHES RIVER, AT THE OLD MANSFIELD
 BL2068'FERRY, ABOUT 0.3 MILE ABOVE THE HIGH-TENSION TOWERS OF THE GULF
 BL2068'STATES UTILITIES COMPANY.  IT IS IN HARD MARSH AT THE END OF THE
 BL2068'ROAD, 19 METERS FROM THE ROAD AND 23 METERS FROM THE RIVER.
 BL2068'
 BL2068'STATION MARK IS A 3-INCH GALVANIZED IRON PIPE WITH BRONZE
 BL2068'TOP PROJECTING 6 INCHES ABOVE THE GROUND.  STATION IS A CROSS
 BL2068'CUT IN TOP OF MARK, SLIGHTLY OFF CENTER.
 BL2068'
 BL2068'STATION MAY BE REACHED BY ROAD AS FOLLOWS--LEAVE BEAUMONT VIA
 BL2068'RAILROAD AVENUE TO S, TURN LEFT AT MADISON AVENUE ACROSS
 BL2068'RAILROAD TRACKS 0.7 MILE, TURN RIGHT AT SIGN NECHES RIVER POWER
 BL2068'PLANT ON DIRT ROAD 1.3 MILES, TURN RIGHT AT SMALL HOUSE AND
 BL2068'THROUGH GATE ON OLD ABANDONED SHELL ROAD IN POOR CONDITION
 BL2068'2.0 MILES TO RIVER.
 BL2068'
 BL2068'A 20-FOOT SIGNAL WAS ERECTED WHICH IS SUFFICIENT IN HEIGHT.
 BL2068'CLEARING WAS NECESSARY TOWARD DUMP AND SAND.
 BL2068'
 BL2068'NO REFERENCE MARKS ESTABLISHED.
 BL2068'
 BL2068'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 BL2068
 BL2068                          STATION RECOVERY (1984)
 BL2068
 BL2068'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWS)
 BL2068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0885 ***********************************************************************
 GK0885  DESIGNATION -  STATION 15 PPCO 1952
 GK0885  PID         -  GK0885
 GK0885  STATE/COUNTY-  TX/HANSFORD
 GK0885  USGS QUAD   -  PHILLIPS CAMP (1974)
 GK0885
 GK0885                         *CURRENT SURVEY CONTROL
 GK0885  ___________________________________________________________________
 GK0885* NAD 83(1993)-  36 23 12.38973(N)    101 26 32.56048(W)     ADJUSTED  
 GK0885* NAVD 88     -       978.     (meters)    3209.     (feet)  SCALED    
 GK0885  ___________________________________________________________________
 GK0885  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GK0885  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GK0885
 GK0885  HORZ ORDER  -  SECOND
 GK0885
 GK0885.The horizontal coordinates were established by classical geodetic methods
 GK0885.and adjusted by the National Geodetic Survey in February 1996..
 GK0885
 GK0885.The orthometric height was scaled from a topographic map.
 GK0885
 GK0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0885
 GK0885.The geoid height was determined by GEOID03.
 GK0885
 GK0885;                    North         East     Units Scale Factor Converg.
 GK0885;SPC TX N     - 1,264,797.712   205,170.210   MT  1.00005380   +0 02 00.2
 GK0885;SPC TX N     - 4,149,590.49    673,129.26   sFT  1.00005380   +0 02 00.2
 GK0885;SPC OK N     -   159,342.493   291,224.471   MT  0.99995271   -2 01 53.4
 GK0885;SPC OK N     -   522,776.16    955,458.95   sFT  0.99995271   -2 01 53.4
 GK0885;UTM  14      - 4,029,619.679   280,934.354   MT  1.00019131   -1 26 58.1
 GK0885
 GK0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0885!SPC TX N     -   0.99985066  x   1.00005380  =   0.99990445
 GK0885!SPC OK N     -   0.99985066  x   0.99995271  =   0.99980338
 GK0885!UTM  14      -   0.99985066  x   1.00019131  =   1.00004194
 GK0885
 GK0885                          SUPERSEDED SURVEY CONTROL
 GK0885
 GK0885  NAD 83(1993)-  36 23 12.38842(N)    101 26 32.56235(W) AD(       ) 2
 GK0885  NAD 83(1986)-  36 23 12.39758(N)    101 26 32.54527(W) AD(       ) 2
 GK0885  NAD 27      -  36 23 12.29600(N)    101 26 30.96600(W) AD(       ) 2
 GK0885
 GK0885.Superseded values are not recommended for survey control.
 GK0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0885.See file dsdata.txt to determine how the superseded data were derived.
 GK0885
 GK0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8093429620(NAD 83)
 GK0885_MARKER: I = METAL ROD
 GK0885_SETTING: 0 = UNSPECIFIED SETTING
 GK0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0885
 GK0885  HISTORY     - Date     Condition        Report By
 GK0885  HISTORY     - 1952     MONUMENTED       CGS
 GK0885  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GK0885
 GK0885                          STATION DESCRIPTION
 GK0885
 GK0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0885'THE STATION IS LOCATED ABOUT 8 MILES NORTH NORTHWEST OF GRUVER,
 GK0885'5 MILES WEST SOUTHWEST OF BERNSTEIN RAILROAD SIDING AND IS
 GK0885'AT AN EAST-WEST AND NORTH-SOUTH FENCE CORNER IN A CULTIVATED
 GK0885'FIELD.
 GK0885'
 GK0885'THE MARK IS A TRIANGULATION STATION OF THE PHILLIPS PETROLEUM
 GK0885'COMPANY AND IS A 7/8 INCH STEEL REINFORCING ROD ABOUT FLUSH
 GK0885'WITH THE GROUND SURFACE.  IT IS IN SOUTHWEST CORNER OF FENCE
 GK0885'INTERSECTION AT GAPS IN EAST-WEST AND NORTH-SOUTH FENCE, 27.6
 GK0885'FEET WEST SOUTHWEST FROM CORNER POST, 8.8 FEET SOUTHWEST OF
 GK0885'FENCE AND 27.0 FEET WEST OF SOUTH FENCE, 31.5 FEET WEST
 GK0885'NORTHWEST FROM POST AT SOUTH END OF GAP IN SOUTH FENCE.  IT
 GK0885'IS 38.251 FEET 11.659 METERS SOUTHWEST OF TRIANGULATION
 GK0885'STATION COLD.
 GK0885'
 GK0885'AZIMUTH MARK IS A WOODEN DERRICK WINDMILL ACROSS CULTIVATED
 GK0885'FIELD ABOUT 3/4 MILE DISTANCE.  (MAG. BEARING N. 45 WEST).
 GK0885'AZIMUTH TO AZIMUTH MARK.  135 49 47 0-- -0 02 01
 GK0885'
 GK0885'TO REACH THE STATION FROM THE POST OFFICE IN GRUVER, GO WEST
 GK0885'FOR 0.05 MILE.  TURN RIGHT AND GO NORTH FOR 0.35 MILE TO STATE
 GK0885'ROUTE 289.  TURN LEFT ON STATE ROUTE 289 AND GO WESTERLY FOR
 GK0885'0.15 MILE CROSSING RAILROAD TRACKS TO A ROAD NORTH.  TURN RIGHT
 GK0885'AND GO NORTH FOR 6.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 GK0885'WEST FOR 1.0 MILE.  TURN RIGHT AND GO NORTH FOR 1.6 MILE TO
 GK0885'A RANCH HOUSE ON THE WEST SIDE OF ROAD.  TURN LEFT INTO THE
 GK0885'DRIVEWAY, PASS THROUGH GATE INTO BARN YARD AND GO WEST ABOUT
 GK0885'100 FEET TO A GATE.  PASS THROUGH GATE.  TURN RIGHT AND GO
 GK0885'NORTH FOR 0.2 MILE TO A FENCE CORNER.  TURN LEFT AND GO WEST
 GK0885'ALONG THE SOUTH SIDE OF FENCE FOR 0.7 MILE TO A FENCE
 GK0885'CORNER AND STATION.
 GK0885
 GK0885                          STATION RECOVERY (1968)
 GK0885
 GK0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GK0885'THIS STATION WAS SEARCHED FOR BUT IS BELIEVED TO BE DESTROYED
 GK0885'AS A ROAD HAS BEEN GRADED THROUGH THE LOCATION OF THE STATION
 GK0885'SITE.
 GK0885'
 GK0885'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH
 GK0885'OF GRUVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0098 ***********************************************************************
 CE0098  DESIGNATION -  STATION 3
 CE0098  PID         -  CE0098
 CE0098  STATE/COUNTY-  TX/EL PASO
 CE0098  USGS QUAD   -  FORT BLISS SE (1994)
 CE0098
 CE0098                         *CURRENT SURVEY CONTROL
 CE0098  ___________________________________________________________________
 CE0098* NAD 83(1986)-  31 50 01.     (N)    106 22 15.     (W)     SCALED    
 CE0098* NAVD 88     -      1201.312  (meters)    3941.30   (feet)  POSTED    
 CE0098  ___________________________________________________________________
 CE0098  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0098  DYNAMIC HT  -        1199.480 (meters)    3935.29  (feet)  COMP
 CE0098  MODELED GRAV-     979,070.7   (mgal)                       NAVD 88
 CE0098
 CE0098  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0098
 CE0098.The horizontal coordinates were scaled from a topographic map and have
 CE0098.an estimated accuracy of +/- 6 seconds.
 CE0098
 CE0098.The orthometric height was determined by differential leveling
 CE0098.and adjusted by the National Geodetic Survey in 1992..
 CE0098.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0098.rate of 0.0 thru 1.0 mm/km.
 CE0098
 CE0098.The geoid height was determined by GEOID03.
 CE0098
 CE0098.The dynamic height is computed by dividing the NAVD 88
 CE0098.geopotential number by the normal gravity value computed on the
 CE0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0098.degrees latitude (g = 980.6199 gals.).
 CE0098
 CE0098.The modeled gravity was interpolated from observed gravity values.
 CE0098
 CE0098;                    North         East    Units  Estimated Accuracy
 CE0098;SPC TX C     - 3,255,730.      128,760.      MT  (+/- 180 meters Scaled)
 CE0098
 CE0098                          SUPERSEDED SURVEY CONTROL
 CE0098
 CE0098  NGVD 29 (??/??/92) 1200.77   (m)         3939.5    (f) COMPUTED    1 2
 CE0098
 CE0098.Superseded values are not recommended for survey control.
 CE0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0098.See file dsdata.txt to determine how the superseded data were derived.
 CE0098
 CE0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR702228(NAD 83)
 CE0098_MARKER: DB = BENCH MARK DISK
 CE0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0098_STAMPING: NO 3 EL 3939.56 B A F B ALBUQ DIST 1951
 CE0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0098+STABILITY: SURFACE MOTION
 CE0098
 CE0098  HISTORY     - Date     Condition        Report By
 CE0098  HISTORY     - 1951     MONUMENTED       DOD
 CE0098  HISTORY     - 1954     GOOD             NGS
 CE0098
 CE0098                          STATION DESCRIPTION
 CE0098
 CE0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0098'9.15 MI E FROM EL PASO.
 CE0098'6.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0098'UNION STATION AT EL PASO, THENCE 2.8 MILES EAST ALONG THE BIGGS FIELD
 CE0098'ROAD, AT BIGGS FIELD, 1.0 MILE EAST OF THE CONTROL TOWER, 37 FEET EAST
 CE0098'OF A FENCE, 55 FEET EAST OF THE CENTER LINE OF NORTH AND SOUTH DIRT
 CE0098'ROAD, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CE0098'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0948 ***********************************************************************
 AV0948  DESIGNATION -  STATION 361 PLUS 67.8 USE 1933
 AV0948  PID         -  AV0948
 AV0948  STATE/COUNTY-  TX/JEFFERSON
 AV0948  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0948
 AV0948                         *CURRENT SURVEY CONTROL
 AV0948  ___________________________________________________________________
 AV0948* NAD 83(1993)-  29 49 33.66723(N)    093 57 28.68411(W)     ADJUSTED  
 AV0948* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0948  ___________________________________________________________________
 AV0948  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AV0948  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AV0948
 AV0948  HORZ ORDER  -  SECOND
 AV0948
 AV0948.The horizontal coordinates were established by classical geodetic methods
 AV0948.and adjusted by the National Geodetic Survey in February 1996..
 AV0948
 AV0948.The orthometric height was scaled from a topographic map.
 AV0948
 AV0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0948
 AV0948.The geoid height was determined by GEOID03.
 AV0948
 AV0948;                    North         East     Units Scale Factor Converg.
 AV0948;SPC TXSC     - 4,231,347.036 1,087,133.544   MT  0.99989986   +2 28 12.6
 AV0948;SPC TXSC     -13,882,344.40  3,566,703.97   sFT  0.99989986   +2 28 12.6
 AV0948;SPC LA S     -   149,886.756   746,358.056   MT  0.99993037   -1 18 44.5
 AV0948;SPC LA S     -   491,753.47  2,448,676.39   sFT  0.99993037   -1 18 44.5
 AV0948;UTM  15      - 3,299,891.933   407,443.287   MT  0.99970570   -0 28 35.4
 AV0948
 AV0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0948!SPC TXSC     -   1.00000427  x   0.99989986  =   0.99990413
 AV0948!SPC LA S     -   1.00000427  x   0.99993037  =   0.99993464
 AV0948!UTM  15      -   1.00000427  x   0.99970570  =   0.99970996
 AV0948
 AV0948                          SUPERSEDED SURVEY CONTROL
 AV0948
 AV0948  NAD 83(1993)-  29 49 33.66717(N)    093 57 28.68402(W) AD(       ) 2
 AV0948  NAD 83(1986)-  29 49 33.69028(N)    093 57 28.66819(W) AD(       ) 2
 AV0948  NAD 27      -  29 49 32.91100(N)    093 57 28.04800(W) AD(       ) 2
 AV0948
 AV0948.Superseded values are not recommended for survey control.
 AV0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0948.See file dsdata.txt to determine how the superseded data were derived.
 AV0948
 AV0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0744399892(NAD 83)
 AV0948_MARKER: P = PIPE CAP
 AV0948_SETTING: 0 = UNSPECIFIED SETTING
 AV0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0948
 AV0948  HISTORY     - Date     Condition        Report By
 AV0948  HISTORY     - 1933     MONUMENTED       USE
 AV0948  HISTORY     - 1947     GOOD             CGS
 AV0948
 AV0948                          STATION DESCRIPTION
 AV0948
 AV0948'DESCRIBED BY US ENGINEERS 1933 (ERM)
 AV0948'LOCATED AT THE TURNING BASIN AT THE END OF THE PORT ARTHUR
 AV0948'SHIP CANAL, 30 METERS E OF CANAL BANK, ON STRIP OF LAND BETWEEN
 AV0948'THE LAKE AND THE CANAL, AND ON GOOD GROUND.
 AV0948'
 AV0948'STATION 361+67.8 OF THE U.S. ENGINEER REFERENCE LINE IS A
 AV0948'CORPS OF ENGINEERS, U.S. ARMY, BRONZE CAP FASTENED TO THE
 AV0948'TOP OF A 3-INCH GALVANIZED IRON PIPE PROJECTING ABOUT 6 INCHES
 AV0948'ABOVE GROUND.
 AV0948'
 AV0948'STATION INTRACOSTAL IS 160.60 METERS DISTANT S 64 DEG 04 MIN E.
 AV0948
 AV0948                          STATION RECOVERY (1947)
 AV0948
 AV0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0948'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0903 ***********************************************************************
 GK0903  DESIGNATION -  STATION 4 PHILLIPS PETROL CO
 GK0903  PID         -  GK0903
 GK0903  STATE/COUNTY-  TX/SHERMAN
 GK0903  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK0903
 GK0903                         *CURRENT SURVEY CONTROL
 GK0903  ___________________________________________________________________
 GK0903* NAD 83(1993)-  36 13 32.28035(N)    101 41 19.94809(W)     ADJUSTED  
 GK0903* NAVD 88     -                                                        
 GK0903  ___________________________________________________________________
 GK0903  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 GK0903  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 GK0903
 GK0903  HORZ ORDER  -  THIRD
 GK0903
 GK0903.The horizontal coordinates were established by classical geodetic methods
 GK0903.and adjusted by the National Geodetic Survey in February 1996..
 GK0903
 GK0903
 GK0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0903
 GK0903.The geoid height was determined by GEOID03.
 GK0903
 GK0903;                    North         East     Units Scale Factor Converg.
 GK0903;SPC TX N     - 1,246,930.851   183,018.862   MT  1.00001014   -0 06 34.1
 GK0903;SPC TX N     - 4,090,972.30    600,454.38   sFT  1.00001014   -0 06 34.1
 GK0903;UTM  14      - 4,012,327.717   258,323.373   MT  1.00031971   -1 35 23.3
 GK0903
 GK0903                          SUPERSEDED SURVEY CONTROL
 GK0903
 GK0903  NAD 83(1993)-  36 13 32.27977(N)    101 41 19.94848(W) AD(       ) 4
 GK0903  NAD 83(1986)-  36 13 32.28975(N)    101 41 19.93457(W) AD(       ) 4
 GK0903  NAD 27      -  36 13 32.17600(N)    101 41 18.33600(W) AD(       ) 3
 GK0903
 GK0903.Superseded values are not recommended for survey control.
 GK0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0903.See file dsdata.txt to determine how the superseded data were derived.
 GK0903
 GK0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5832312328(NAD 83)
 GK0903_MARKER: I = METAL ROD
 GK0903_SETTING: 0 = UNSPECIFIED SETTING
 GK0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0903
 GK0903  HISTORY     - Date     Condition        Report By
 GK0903  HISTORY     - 1953     MONUMENTED       CGS
 GK0903
 GK0903                          STATION DESCRIPTION
 GK0903
 GK0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0903'STATION IS LOCATED ABOUT 19 MILES WEST SOUTHWEST OF GRUVER ON
 GK0903'A SMALL RISE IN OPEN PASTURE LAND ABOUT 700 FEET NORTHWEST OF
 GK0903'AN OLD BARN AND WINDMILL.  IT IS 12.0 FEET SOUTH OF AN EAST-WEST
 GK0903'FENCE LINE, 30.3 FEET NORTH OF THE CENTER LINE OF DIM EAST-WEST
 GK0903'TRACK ROAD, 20.3 FEET SOUTHWEST OF A FENCE POST AND IN RANGE
 GK0903'LINE OF TWO WINDMILLS THAT ARE 1 AND 2 MILES FROM THE STATION.
 GK0903'
 GK0903'STATION IS THE CENTER OF A 7/8 INCH REENFORCING ROD THAT WAS
 GK0903'DRIVEN IN THE GROUND.  THE ROD PROJECTS ABOUT 3 INCHES.
 GK0903'
 GK0903'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF THE CHICAGO,
 GK0903'ROCK ISLAND AND GULF RAILROAD AND STATE HIGHWAY 84 IN GRUVER,
 GK0903'GO WEST, ON GRAVELED ROAD, 11.3 MILES TO FORK.  TAKE LEFT FORK
 GK0903'AND GO SOUTH AND THEN WEST 7.0 MILES TO FORK.  TAKE RIGHT FORK
 GK0903'WEST FOR 1.0 MILE.  TURN RIGHT AND GO NORTHERLY, ALONG THE
 GK0903'WEST SIDE OF A NORTH-SOUTH FENCE LINE, 1.0 MILE TO A SIDE ROAD
 GK0903'ON THE LEFT.  TURN LEFT AND GO WESTERLY, ON DIM ROAD 0.55 MILE
 GK0903'TO THE HIGHEST POINT OF A SMALL RISE IN THE ROAD AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2060 ***********************************************************************
 BL2060  DESIGNATION -  STATION 7+00
 BL2060  PID         -  BL2060
 BL2060  STATE/COUNTY-  TX/JEFFERSON
 BL2060  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2060
 BL2060                         *CURRENT SURVEY CONTROL
 BL2060  ___________________________________________________________________
 BL2060* NAD 83(1993)-  30 00 59.84664(N)    094 00 07.98675(W)     ADJUSTED  
 BL2060* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BL2060  ___________________________________________________________________
 BL2060  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BL2060  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL2060
 BL2060  HORZ ORDER  -  SECOND
 BL2060
 BL2060.The horizontal coordinates were established by classical geodetic methods
 BL2060.and adjusted by the National Geodetic Survey in February 1996..
 BL2060
 BL2060.The orthometric height was scaled from a topographic map.
 BL2060
 BL2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2060
 BL2060.The geoid height was determined by GEOID03.
 BL2060
 BL2060;                    North         East     Units Scale Factor Converg.
 BL2060;SPC TXSC     - 4,252,271.284 1,081,958.327   MT  0.99993384   +2 26 54.5
 BL2060;SPC TXSC     -13,950,993.37  3,549,724.94   sFT  0.99993384   +2 26 54.5
 BL2060;SPC TX C     - 3,056,172.168 1,310,451.424   MT  1.00002821   +3 15 39.2
 BL2060;SPC TX C     -10,026,791.52  4,299,372.71   sFT  1.00002821   +3 15 39.2
 BL2060;UTM  15      - 3,321,050.318   403,351.976   MT  0.99971524   -0 30 05.0
 BL2060
 BL2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2060!SPC TXSC     -   1.00000430  x   0.99993384  =   0.99993814
 BL2060!SPC TX C     -   1.00000430  x   1.00002821  =   1.00003251
 BL2060!UTM  15      -   1.00000430  x   0.99971524  =   0.99971954
 BL2060
 BL2060|---------------------------------------------------------------------|
 BL2060| PID    Reference Object                     Distance      Geod. Az  |
 BL2060|                                                           dddmmss.s |
 BL2060| CV8411 STATION 7+00 RM 1                     9.235 METERS 06614     |
 BL2060| CV8412 STATION 7+00 RM 2                    25.434 METERS 16911     |
 BL2060| AW5724 SUNOCO                              APPROX. 2.8 KM 1905515.6 |
 BL2060|---------------------------------------------------------------------|
 BL2060
 BL2060                          SUPERSEDED SURVEY CONTROL
 BL2060
 BL2060  NAD 83(1993)-  30 00 59.84613(N)    094 00 07.98675(W) AD(       ) 2
 BL2060  NAD 83(1986)-  30 00 59.86430(N)    094 00 07.96872(W) AD(       ) 2
 BL2060  NAD 27      -  30 00 59.09800(N)    094 00 07.34000(W) AD(       ) 2
 BL2060
 BL2060.Superseded values are not recommended for survey control.
 BL2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2060.See file dsdata.txt to determine how the superseded data were derived.
 BL2060
 BL2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0335221050(NAD 83)
 BL2060_MARKER: DS = TRIANGULATION STATION DISK
 BL2060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL2060_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BL2060
 BL2060  HISTORY     - Date     Condition        Report By
 BL2060  HISTORY     - 1933     MONUMENTED       CGS
 BL2060  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL2060
 BL2060                          STATION DESCRIPTION
 BL2060
 BL2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2060'LOCATED ON W BANK OF NECHES RIVER, 1.2 MILES S OF FLOYD BAYOU,
 BL2060'1.4 MILES WNW OF SMITH BLUFF, AND 16 METERS FROM THE RIVER IN
 BL2060'HARD MARSH.
 BL2060'
 BL2060'STATION WAS ORIGINALLY MARKED WITH A STAKE BUT THE POINT WAS
 BL2060'HELD AND STAKE REPLACED WITH A BRONZE DISK SET IN CONCRETE
 BL2060'AT THE CENTER OF THE TOP OF A TILE.
 BL2060'
 BL2060'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE, IN MARSH, AND
 BL2060'CAST AROUND STAKES.  REFERENCE MARK 1 IS TOWARD RIVER AND
 BL2060'REFERENCE MARK 2 IS TO THE S.
 BL2060'
 BL2060'STATION IS STATION 7+00 OF THE U.S. ENGINEER REFERENCE LINE.
 BL2060'
 BL2060'A 12-FOOT SIGNAL WAS BUILT WHICH IS OF SUFFICIENT HEIGHT
 BL2060'EXCEPT TOWARD DUMP WHERE A SMALL AMOUNT OF CLEARING WAS DONE.
 BL2060'
 BL2060'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 BL2060
 BL2060                          STATION RECOVERY (1984)
 BL2060
 BL2060'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWS)
 BL2060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0963 ***********************************************************************
 AV0963  DESIGNATION -  STATION 822 PLUS 22.0 USE 1933
 AV0963  PID         -  AV0963
 AV0963  STATE/COUNTY-  TX/JEFFERSON
 AV0963  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0963
 AV0963                         *CURRENT SURVEY CONTROL
 AV0963  ___________________________________________________________________
 AV0963* NAD 83(1993)-  29 55 41.29277(N)    093 52 31.41345(W)     ADJUSTED  
 AV0963* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AV0963  ___________________________________________________________________
 AV0963  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0963  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AV0963
 AV0963  HORZ ORDER  -  SECOND
 AV0963
 AV0963.The horizontal coordinates were established by classical geodetic methods
 AV0963.and adjusted by the National Geodetic Survey in February 1996..
 AV0963
 AV0963.The orthometric height was scaled from a topographic map.
 AV0963
 AV0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0963
 AV0963.The geoid height was determined by GEOID03.
 AV0963
 AV0963;                    North         East     Units Scale Factor Converg.
 AV0963;SPC TXSC     - 4,243,001.735 1,094,610.627   MT  0.99991668   +2 30 38.2
 AV0963;SPC TXSC     -13,920,581.53  3,591,235.03   sFT  0.99991668   +2 30 38.2
 AV0963;SPC TX C     - 3,047,082.242 1,323,235.630   MT  1.00005566   +3 19 34.4
 AV0963;SPC TX C     - 9,996,968.99  4,341,315.56   sFT  1.00005566   +3 19 34.4
 AV0963;SPC LA S     -   161,023.094   754,587.788   MT  0.99992655   -1 16 15.8
 AV0963;SPC LA S     -   528,289.93  2,475,676.77   sFT  0.99992655   -1 16 15.8
 AV0963;UTM  15      - 3,311,144.422   415,507.979   MT  0.99968808   -0 26 12.4
 AV0963
 AV0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0963!SPC TXSC     -   1.00000397  x   0.99991668  =   0.99992065
 AV0963!SPC TX C     -   1.00000397  x   1.00005566  =   1.00005963
 AV0963!SPC LA S     -   1.00000397  x   0.99992655  =   0.99993052
 AV0963!UTM  15      -   1.00000397  x   0.99968808  =   0.99969205
 AV0963
 AV0963                          SUPERSEDED SURVEY CONTROL
 AV0963
 AV0963  NAD 83(1993)-  29 55 41.29248(N)    093 52 31.41333(W) AD(       ) 2
 AV0963  NAD 83(1986)-  29 55 41.31309(N)    093 52 31.39728(W) AD(       ) 2
 AV0963  NAD 27      -  29 55 40.54000(N)    093 52 30.78300(W) AD(       ) 2
 AV0963
 AV0963.Superseded values are not recommended for survey control.
 AV0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0963.See file dsdata.txt to determine how the superseded data were derived.
 AV0963
 AV0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1550811144(NAD 83)
 AV0963_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AV0963_SETTING: 0 = UNSPECIFIED SETTING
 AV0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0963
 AV0963  HISTORY     - Date     Condition        Report By
 AV0963  HISTORY     - 1933     MONUMENTED       USE
 AV0963  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0963
 AV0963                          STATION DESCRIPTION
 AV0963
 AV0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0963'(NO PREVIOUS DESCRIPTION)--SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0730 ***********************************************************************
 DO0730  DESIGNATION -  STEED ET
 DO0730  PID         -  DO0730
 DO0730  STATE/COUNTY-  TX/JACK
 DO0730  USGS QUAD   -  BARTONS CHAPEL (1982)
 DO0730
 DO0730                         *CURRENT SURVEY CONTROL
 DO0730  ___________________________________________________________________
 DO0730* NAD 83(1993)-  33 07 09.38624(N)    098 14 46.92869(W)     ADJUSTED  
 DO0730* NAVD 88     -       395.7    (meters)    1298.     (feet)  VERTCON   
 DO0730  ___________________________________________________________________
 DO0730  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DO0730  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0730
 DO0730  HORZ ORDER  -  THIRD
 DO0730
 DO0730.The horizontal coordinates were established by classical geodetic methods
 DO0730.and adjusted by the National Geodetic Survey in February 1996..
 DO0730
 DO0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0730
 DO0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0730
 DO0730.The geoid height was determined by GEOID03.
 DO0730
 DO0730;                    North         East     Units Scale Factor Converg.
 DO0730;SPC TXNC     - 2,161,107.928   623,667.660   MT  0.99987332   +0 08 18.0
 DO0730;SPC TXNC     - 7,090,234.93  2,046,149.65   sFT  0.99987332   +0 08 18.0
 DO0730;UTM  14      - 3,664,762.442   570,307.006   MT  0.99966094   +0 24 42.4
 DO0730
 DO0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0730!SPC TXNC     -   0.99994235  x   0.99987332  =   0.99981567
 DO0730!UTM  14      -   0.99994235  x   0.99966094  =   0.99960331
 DO0730
 DO0730:                Primary Azimuth Mark                     Grid Az
 DO0730:SPC TXNC     -  JACKSBORO SINCLAIR OIL CO MAST           078 07 48.9
 DO0730:UTM  14      -  JACKSBORO SINCLAIR OIL CO MAST           077 51 24.5
 DO0730
 DO0730|---------------------------------------------------------------------|
 DO0730| PID    Reference Object                     Distance      Geod. Az  |
 DO0730|                                                           dddmmss.s |
 DO0730| DO0733 JACKSBORO SINCLAIR OIL CO MAST      APPROX.11.3 KM 0781606.9 |
 DO0730| DO0729 BARTON ET                           APPROX. 4.3 KM 1583519.5 |
 DO0730|---------------------------------------------------------------------|
 DO0730
 DO0730                          SUPERSEDED SURVEY CONTROL
 DO0730
 DO0730  NAD 83(1993)-  33 07 09.38757(N)    098 14 46.92170(W) AD(       ) 3
 DO0730  NAD 83(1986)-  33 07 09.38963(N)    098 14 46.91388(W) AD(       ) 3
 DO0730  NAD 27      -  33 07 08.97042(N)    098 14 45.74573(W) AD(       ) 3
 DO0730  NGVD 29 (07/19/86)  395.6    (m)         1298.     (f) VERT ANG       
 DO0730
 DO0730.Superseded values are not recommended for survey control.
 DO0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0730.See file dsdata.txt to determine how the superseded data were derived.
 DO0730
 DO0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7030764762(NAD 83)
 DO0730_MARKER: DD = SURVEY DISK
 DO0730_SETTING: 0 = UNSPECIFIED SETTING
 DO0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0730
 DO0730  HISTORY     - Date     Condition        Report By
 DO0730  HISTORY     - 1959     MONUMENTED       USGS
 DO0730  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0730
 DO0730                          STATION DESCRIPTION
 DO0730
 DO0730'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DO0730'STATION IS LOCATED IN JACK COUNTY, TEXAS, ABOUT 7 MI. (AIRLINE) S. AND
 DO0730'5.5 MI. W. OF JACKSBORO, TEXAS, ABOUT 4.0 MI. N. AND 0.8 MI. W. OF
 DO0730'BARTONS CHAPEL.  ON A HIGH, ROUND AND RECENTLY CLEARED TOP.
 DO0730'
 DO0730'TO REACH THE STATION FROM THE SW. CORNER OF THE COURTHOUSE SQUARE IN
 DO0730'JACKSBORO, GO W. ON STATE HIGHWAY 24 FOR 2.0 MI. TO JUNCTION OF F.M.
 DO0730'ROAD 206, TURN LEFT ON 206, SOUTHERLY, FOR 7.4 MI. TO WHITE GATE ON
 DO0730'RIGHT (W.), PASS THROUGH GATE FOR 0.8 MI. TO ANOTHER WHITE GATE W.
 DO0730'OF BARN, CONTINUE W. ON MAIN RD. 0.4 MI. TO DIM TRACK RD. RIGHT,
 DO0730'ABOUT 200 FT. W. OF DRAIN CROSSING, TURN RIGHT 0.3 MI. TO VERY DIM
 DO0730'TRACK LEFT, TURN LEFT, 0.2 MI., UP HILL TO TOP, TURN SHARP LEFT AND
 DO0730'GO APPROXIMATELY 0.2 MI. TO THE HIGHEST POINT OF HILL AND STATION.
 DO0730'
 DO0730'STATION MARK--STANDARD USGS TABLET CEMENTED IN OUTCROP PROJECTING
 DO0730'ABOUT 0.6 FT., STAMPED ---STEED-E.T. 1959---.
 DO0730
 DO0730                          STATION RECOVERY (2005)
 DO0730
 DO0730'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 DO0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0984 ***********************************************************************
 BM0984  DESIGNATION -  STEELE
 BM0984  PID         -  BM0984
 BM0984  STATE/COUNTY-  TX/BRAZOS
 BM0984  USGS QUAD   -  MILLICAN (1980)
 BM0984
 BM0984                         *CURRENT SURVEY CONTROL
 BM0984  ___________________________________________________________________
 BM0984* NAD 83(1993)-  30 26 58.06768(N)    096 14 24.20391(W)     ADJUSTED  
 BM0984* NAVD 88     -        90.53   (+/-2cm)     297.0    (feet)  VERTCON   
 BM0984  ___________________________________________________________________
 BM0984  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BM0984  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BM0984
 BM0984  HORZ ORDER  -  FIRST
 BM0984  VERT ORDER  -  THIRD ? (See Below)
 BM0984
 BM0984.The horizontal coordinates were established by classical geodetic methods
 BM0984.and adjusted by the National Geodetic Survey in February 1996..
 BM0984
 BM0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0984.The vertical order pertains to the NGVD 29 superseded value.
 BM0984
 BM0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0984
 BM0984.The geoid height was determined by GEOID03.
 BM0984
 BM0984;                    North         East     Units Scale Factor Converg.
 BM0984;SPC TX C     - 3,094,009.726 1,093,036.076   MT  0.99992782   +2 06 29.8
 BM0984;SPC TX C     -10,150,930.24  3,586,069.19   sFT  0.99992782   +2 06 29.8
 BM0984;UTM  14      - 3,371,827.730   765,032.649   MT  1.00046664   +1 23 58.2
 BM0984
 BM0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0984!SPC TX C     -   0.99998999  x   0.99992782  =   0.99991781
 BM0984!UTM  14      -   0.99998999  x   1.00046664  =   1.00045663
 BM0984
 BM0984:                Primary Azimuth Mark                     Grid Az
 BM0984:SPC TX C     -  STEELE AZ MK                             090 04 47.9
 BM0984:UTM  14      -  STEELE AZ MK                             090 47 19.5
 BM0984
 BM0984|---------------------------------------------------------------------|
 BM0984| PID    Reference Object                     Distance      Geod. Az  |
 BM0984|                                                           dddmmss.s |
 BM0984| CV8419 STEELE AZ MK                                       0921117.7 |
 BM0984| CV8420 STEELE RM 1                          43.784 METERS 10520     |
 BM0984| CV8421 STEELE RM 2                          44.867 METERS 19615     |
 BM0984| BM0954 COLLEGE STA TEX A AND M E STK       APPROX.21.1 KM 3322045.5 |
 BM0984| BM0955 COLLEGE STA TEX A AND M DOME        APPROX.20.8 KM 3322154.3 |
 BM0984| BM0953 COLLEGE STA TEX A AND M TANK        APPROX.20.9 KM 3323007.1 |
 BM0984|---------------------------------------------------------------------|
 BM0984
 BM0984                          SUPERSEDED SURVEY CONTROL
 BM0984
 BM0984  NAD 83(1986)-  30 26 58.08179(N)    096 14 24.18613(W) AD(       ) 1
 BM0984  NAD 27      -  30 26 57.34300(N)    096 14 23.32900(W) AD(       ) 1
 BM0984  NGVD 29 (07/19/86)   90.51   (m)          296.9    (f) LEVELING    3  
 BM0984
 BM0984.Superseded values are not recommended for survey control.
 BM0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0984.See file dsdata.txt to determine how the superseded data were derived.
 BM0984
 BM0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6503371828(NAD 83)
 BM0984_MARKER: DS = TRIANGULATION STATION DISK
 BM0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0984
 BM0984  HISTORY     - Date     Condition        Report By
 BM0984  HISTORY     - 1935     MONUMENTED       CGS
 BM0984  HISTORY     - 1937     GOOD             TXHD
 BM0984  HISTORY     - 1943     GOOD             CGS
 BM0984  HISTORY     - 1943     GOOD             CGS
 BM0984  HISTORY     - 1957     GOOD             CGS
 BM0984  HISTORY     - 1966     GOOD             CGS
 BM0984
 BM0984                          STATION DESCRIPTION
 BM0984
 BM0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0984'THIS STATION IS ABOUT 9 MILES NW OF NAVASOTA.  ABOUT 18 MILES
 BM0984'SE OF BRYAN.  AND 10 MILES NE OF INDEPENDENCE.  ON LAND OWNED
 BM0984'AND OCCUPIED BY J.D. STEELE.  THE MARK IS SET IN FENCE LINE ON
 BM0984'THE N EDGE OF THE RIGHT-OF-WAY AT A POINT WHERE THE ROAD MAKES
 BM0984'A SHARP TURN TO THE S.  IT IS ON RANGE WITH THE FENCE LINE
 BM0984'ON THE E EDGE OF THE RIGHT-OF-WAY.  33 FEET NE OF THE 24-INCH
 BM0984'OAK TREE WITH A TRIANGULAR BLAZE.  21 FEET E OF THE PROLONGATION
 BM0984'OF THE N-S JOG IN ROAD.  PROJECTS 6 INCHES.
 BM0984'
 BM0984'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BM0984'BRONZE DISKS SET IN CONCRETE.
 BM0984'
 BM0984'REFERENCE MARK NO. 1 IS ESE OF THE STATION IN FENCE LINE ON
 BM0984'THE S EDGE OF THE RIGHT-OF-WAY.  25 FEET S OF THE CENTER
 BM0984'LINE OF THE ROAD AND PROJECTS 6 INCHES.
 BM0984'
 BM0984'REFERENCE MARK NO. 2 IS SSW OF THE STATION ON THE W EDGE
 BM0984'OF THE RIGHT-OF-WAY.  1 FOOT E OF FENCE LINE.  24 FEET W OF THE
 BM0984'CENTER LINE OF THE ROAD AND PROJECTS 6 INCHES.
 BM0984'
 BM0984'AZIMUTH MARK IS E OF THE STATION AT A POINT WHERE THE ROAD
 BM0984'CURVES TO THE N.  IT IS 19 FEET S OF THE POINT OF INTERSECTION
 BM0984'OF THE CURVE, 1 FOOT N OF FENCE LINE.  1 FOOT W OF FENCE
 BM0984'CORNER AND PROJECTS 10 INCHES.
 BM0984'
 BM0984'TO REACH FROM NAVASOTA GO NW ON TEXAS HIGHWAY 6 TO THE VILLAGE
 BM0984'OF MILLICAN.  HERE GO S AND W ON DIRT ROAD FOR 0.65 MILE
 BM0984'TO FORK.  THIS ROAD IS ABOUT 100 YARDS S OF SOUTHS SERVICE
 BM0984'STATION.  HERE TAKE RIGHT FORK 0.4 MILE TO FORKS, THENCE LEFT
 BM0984'FORK 0.7 MILE TO FORKS, THENCE LEFT 0.75 MILE TO T-ROAD.  HERE
 BM0984'TURN RIGHT 0.6 MILE TO TURN IN ROAD AND STATION.
 BM0984'
 BM0984'A LIGHT 87 FEET ABOVE STATION WINKELMANN IS VISIBLE FROM
 BM0984'THE GROUND.
 BM0984'
 BM0984'A LIGHT 60 FEET ABOVE STATION DANHEIM COMES INTO VIEW 13 FEET
 BM0984'ABOVE THE GROUND.
 BM0984'
 BM0984'A LIGHT 74 FEET ABOVE STATION MERLE COMES INTO VIEW 13 FEET
 BM0984'ABOVE THE GROUND.
 BM0984'
 BM0984'A LIGHT 100 FEET ABOVE STATION TEXAS A. AND M. COMES INTO
 BM0984'VIEW 45 FEET ABOVE THE GROUND.
 BM0984'
 BM0984'A LIGHT 100 FEET ABOVE STATION BRYAN COMES INTO VIEW ABOUT 110
 BM0984'FEET ABOVE THE GROUND.
 BM0984'
 BM0984'A LIGHT 100 FEET ABOVE STATION NELLEVA COMES INTO VIEW 35 FEET
 BM0984'ABOVE THE GROUND.
 BM0984'
 BM0984'A LIGHT 87 FEET ABOVE STATION LOHMEYER COMES INTO VIEW 25
 BM0984'FEET ABOVE THE GROUND.
 BM0984
 BM0984                          STATION RECOVERY (1937)
 BM0984
 BM0984'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0984'DESCRIPTION AS GIVEN BY C.A.S. 1935 SATISFACTORY.  STATION
 BM0984'MARKER, REFERENCE DISKS NOS. 1 AND 2, AND AZIMUTH MARKER
 BM0984'RECOVERED AND IN GOOD CONDITION.
 BM0984
 BM0984                          STATION RECOVERY (1943)
 BM0984
 BM0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0984'THE STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED
 BM0984'AND FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION SUBMITTED
 BM0984'BY LIEUT. C.A. SCHANCK ADEQUATE.
 BM0984'
 BM0984'NOTE--A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BM0984
 BM0984                          STATION RECOVERY (1943)
 BM0984
 BM0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 BM0984'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  OWING TO
 BM0984'THE HIGHWAY (NO. 6) BEING CHANGED, GO NW FROM NAVASOTA FOR 2.6
 BM0984'MI. TO A SIDE ROAD LEFT (OLD HIGHWAY 6), THIS ROAD IS
 BM0984'0.1 MI. PAST A BRIDGE OVER NAVASOTA RIVER.  FROM HERE, PROCEED
 BM0984'TO MILLICAN AND REMAINDER OF DESCRIPTION IS SATISFACTORY.
 BM0984
 BM0984                          STATION RECOVERY (1957)
 BM0984
 BM0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 BM0984'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 BM0984'DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 BM0984'CORRECT.
 BM0984
 BM0984                          STATION RECOVERY (1966)
 BM0984
 BM0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 BM0984'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 BM0984'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE TO CHANGES
 BM0984'OF OWNERS OF THE PROPERTY NO ROAD IS NOW PAST THE STATION.
 BM0984'
 BM0984'THE STATION MARK IS NOW IN PASTURE LAND, 4 FEET NORTH OF OLD
 BM0984'FENCE LINE, 22 FEET EAST OF OLD RAILROAD TIE USED FOR A FENCE
 BM0984'POST AND 33 FEET EAST OF AN OLD DEAD TREE SNAG THAT STANDS
 BM0984'ABOUT 10 FEET HIGH.  THE DISK IS STAMPED STEELE 1935 AND THE
 BM0984'MONUMENT PROJECTS 3 INCHES.
 BM0984'
 BM0984'REFERENCE MARK NO. 1 IS 35 FEET SOUTH OF OLD FENCE LINE.
 BM0984'THE DISK IS STAMPED, STEELE NO 1 1935 AND THE MONUMENT PROJECTS
 BM0984'3 INCHES.
 BM0984'
 BM0984'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE LAND.  THE DISK IS
 BM0984'STAMPED, STEELE NO 2 1935 AND THE MONUMENT PROJECTS 10 INCHES.
 BM0984'
 BM0984'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION, 1 FOOT NORTHWEST OF
 BM0984'THE FENCE CORNER, 8 FEET WEST OF CENTERLINE OF THE ROAD
 BM0984'AND 22.5 FEET NORTHWEST OF CENTER OF A CATTLE GUARD CROSSING.
 BM0984'A REFERENCE MARK DISK, STAMPED STEELE 1935 AZIMUTH.  THE MONUMENT
 BM0984'IS FLUSH WITH THE GROUND.
 BM0984'
 BM0984'TO REACH THE STATION FROM THE CROSSROADS IN MILLICAN, GO SOUTHWEST
 BM0984'ON A MACADAM ROAD 0.7 MILE TO A FORK, TAKE THE RIGHT FORK
 BM0984'0.35 MILE TO A FORK, TAKE THE LEFT FORK AND FOLLOW THE MAIN
 BM0984'TRAVELED GRAVELED ROAD 1.4 MILES TO A T-ROAD JUNCTION, TURN RIGHT,
 BM0984'WEST, AND GO 0.25 MILE, TURN LEFT AND CONTINUE SOUTH ON THE
 BM0984'GRAVELED ROAD 0.2 MILE TO END OF THE ROAD AND THE AZIMUTH
 BM0984'MARK AND STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1112 ***********************************************************************
 CA1112  DESIGNATION -  STEER
 CA1112  PID         -  CA1112
 CA1112  STATE/COUNTY-  TX/COLEMAN
 CA1112  USGS QUAD   -  FIFE (1973)
 CA1112
 CA1112                         *CURRENT SURVEY CONTROL
 CA1112  ___________________________________________________________________
 CA1112* NAD 83(1993)-  31 29 33.24226(N)    099 29 35.59536(W)     ADJUSTED  
 CA1112* NAVD 88     -       484.0    (meters)    1588.     (feet)  VERTCON   
 CA1112  ___________________________________________________________________
 CA1112  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CA1112  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 CA1112
 CA1112  HORZ ORDER  -  SECOND
 CA1112
 CA1112.The horizontal coordinates were established by classical geodetic methods
 CA1112.and adjusted by the National Geodetic Survey in February 1996..
 CA1112
 CA1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1112
 CA1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1112
 CA1112.The geoid height was determined by GEOID03.
 CA1112
 CA1112;                    North         East     Units Scale Factor Converg.
 CA1112;SPC TX C     - 3,202,714.942   779,811.667   MT  0.99991837   +0 25 57.7
 CA1112;SPC TX C     -10,507,573.94  2,558,432.11   sFT  0.99991837   +0 25 57.7
 CA1112;UTM  14      - 3,484,298.176   453,157.639   MT  0.99962706   -0 15 27.6
 CA1112
 CA1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1112!SPC TX C     -   0.99992790  x   0.99991837  =   0.99984628
 CA1112!UTM  14      -   0.99992790  x   0.99962706  =   0.99955499
 CA1112
 CA1112|---------------------------------------------------------------------|
 CA1112| PID    Reference Object                     Distance      Geod. Az  |
 CA1112|                                                           dddmmss.s |
 CA1112| CA1113 BULL USGS 1967                       13.560 METERS 00034     |
 CA1112| CV6406 STEER RM 1                           15.797 METERS 27012     |
 CA1112| CA1167 BUSK                                APPROX. 8.3 KM 3495952.5 |
 CA1112|---------------------------------------------------------------------|
 CA1112
 CA1112                          SUPERSEDED SURVEY CONTROL
 CA1112
 CA1112  NAD 83(1986)-  31 29 33.25014(N)    099 29 35.58097(W) AD(       ) 2
 CA1112  NAD 27      -  31 29 32.68214(N)    099 29 34.36208(W) AD(       ) 2
 CA1112  NGVD 29 (07/19/86)  483.9    (m)         1588.     (f) VERT ANG       
 CA1112
 CA1112.Superseded values are not recommended for survey control.
 CA1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1112.See file dsdata.txt to determine how the superseded data were derived.
 CA1112
 CA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5315884298(NAD 83)
 CA1112_MARKER: DD = SURVEY DISK
 CA1112_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1112+WITH SETTING: INFORMATION.
 CA1112_SP_SET: PREFABRICATED CONCRETE POST
 CA1112
 CA1112  HISTORY     - Date     Condition        Report By
 CA1112  HISTORY     - 1967     MONUMENTED       USGS
 CA1112
 CA1112                          STATION DESCRIPTION
 CA1112
 CA1112'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EEM)
 CA1112'THE STATION IS LOCATED ABOUT 17.2 MILES SOUTH AND 10.1 MILES
 CA1112'WEST OF SANTA ANNA, ABOUT 4.0 MILES SOUTH AND 0.8 MILE WEST
 CA1112'OF GOULDBUSK, ABOUT 0.3 MILE SOUTH OF T-ROAD EAST, 29 FEET
 CA1112'EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 2 FEET EAST OF
 CA1112'RIGHT-OF-WAY FENCE AND 6 FEET WEST OF A METAL WITNESS POST.
 CA1112'
 CA1112'TO REACH THE STATION FROM THE SOUTH EDGE OF THE VILLAGE
 CA1112'OF GOULDBUSK, PROCEED WEST ALONG GRAVEL ROAD 0.75 MILE,
 CA1112'AND SOUTH 1.5 MILES TO Y-ROAD.  TURN RIGHT (WEST) 0.1
 CA1112'MILE TO T-ROAD SOUTH, THENCE LEFT (SOUTH) AND FOLLOW GRAVELED
 CA1112'ROAD FOR 2.4 MILES TO THE STATION ON THE LEFT.
 CA1112'
 CA1112'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1112'STEEL ROD DRIVEN TO POINT OF REFUSAL, (6.0 FEET), CENTERED
 CA1112'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CA1112'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1112'STEER ET 1967.
 CA1112'
 CA1112'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1112'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF
 CA1112'REFUSAL (5.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC
 CA1112'CASING 12 INCHES LONG, FILLED WITH GRAVEL.  27 FEET WEST
 CA1112'OF CENTER LINE OF NORTH-SOUTH ROAD AND 1 FOOT EAST OF THE
 CA1112'RIGHT-OF-WAY FENCE LINE.  THE TABLET IS SET FLUSH WITH GROUND AND
 CA1112'STAMPED NO 1 STEER ET 1967.
 CA1112'
 CA1112'REFERENCE MARK NO. 2--A USGS ALUMINUM TABLET SET IN A CONCRETE
 CA1112'POST, 29 FEET EAST OF THE CENTER LINE OF NORTH-SOUTH ROAD,
 CA1112'25 FEET SOUTH OF TELEPHONE POLE, 2 FEET EAST OF RIGHT-OF-WAY
 CA1112'FENCE.  THE TABLET PROJECTS 0.2 FEET AND IS STAMPED BULL
 CA1112'ET 1961-1967.
 CA1112'
 CA1112'DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED.
 CA1112'
 CA1112'STATION BUSK ET, 5.1 MILES NORTH-NORTHWEST, IS VISIBLE FROM
 CA1112'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CA1112'
 CA1112'ELEVATION = 1587.67 FEET (FLY LEVEL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0799 ***********************************************************************
 EN0799  DESIGNATION -  STEER
 EN0799  PID         -  EN0799
 EN0799  STATE/COUNTY-  TX/ARMSTRONG
 EN0799  USGS QUAD   -  BLUE HOLE SPRINGS (1963)
 EN0799
 EN0799                         *CURRENT SURVEY CONTROL
 EN0799  ___________________________________________________________________
 EN0799* NAD 83(1993)-  34 53 10.52458(N)    101 12 43.13871(W)     ADJUSTED  
 EN0799* NAVD 88     -       997.     (meters)    3271.     (feet)  SCALED    
 EN0799  ___________________________________________________________________
 EN0799  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 EN0799  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EN0799
 EN0799  HORZ ORDER  -  SECOND
 EN0799
 EN0799.The horizontal coordinates were established by classical geodetic methods
 EN0799.and adjusted by the National Geodetic Survey in February 1996..
 EN0799
 EN0799.The orthometric height was scaled from a topographic map.
 EN0799
 EN0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0799
 EN0799.The geoid height was determined by GEOID03.
 EN0799
 EN0799;                    North         East     Units Scale Factor Converg.
 EN0799;SPC TX N     - 1,098,357.504   226,327.620   MT  0.99995364   +0 10 00.9
 EN0799;SPC TX N     - 3,603,527.91    742,543.20   sFT  0.99995364   +0 10 00.9
 EN0799;UTM  14      - 3,862,661.908   297,856.472   MT  1.00010364   -1 15 56.1
 EN0799
 EN0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0799!SPC TX N     -   0.99984769  x   0.99995364  =   0.99980133
 EN0799!UTM  14      -   0.99984769  x   1.00010364  =   0.99995131
 EN0799
 EN0799|---------------------------------------------------------------------|
 EN0799| PID    Reference Object                     Distance      Geod. Az  |
 EN0799|                                                           dddmmss.s |
 EN0799| CJ8552 STEER RM 1                           39.651 METERS 04955     |
 EN0799| CJ6615 4 AAB                                              1471614.6 |
 EN0799| CJ8553 STEER RM 2                           32.815 METERS 30858     |
 EN0799|---------------------------------------------------------------------|
 EN0799
 EN0799                          SUPERSEDED SURVEY CONTROL
 EN0799
 EN0799  NAD 83(1993)-  34 53 10.52785(N)    101 12 43.13566(W) AD(       ) 2
 EN0799  NAD 83(1986)-  34 53 10.53072(N)    101 12 43.13082(W) AD(       ) 2
 EN0799  NAD 27      -  34 53 10.33983(N)    101 12 41.55936(W) AD(       ) 2
 EN0799
 EN0799.Superseded values are not recommended for survey control.
 EN0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0799.See file dsdata.txt to determine how the superseded data were derived.
 EN0799
 EN0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9785662662(NAD 83)
 EN0799_MARKER: DS = TRIANGULATION STATION DISK
 EN0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0799
 EN0799  HISTORY     - Date     Condition        Report By
 EN0799  HISTORY     - 1964     MONUMENTED       CGS
 EN0799
 EN0799                          STATION DESCRIPTION
 EN0799
 EN0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0799'THE STATION IS ABOUT 18-1/2 MILES SOUTH-SOUTHEAST OF CLAUDE, 18-1/2
 EN0799'MILES WEST-SOUTHWEST OF CLARENDON, ON GRAZING LAND OWNED BY MONTY
 EN0799'REICHIE.
 EN0799'
 EN0799'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN CLAUDE, GO SOUTH ON
 EN0799'FARM ROAD 284 FOR 8.6 MILES TO FARM ROAD 1258 ON THE RIGHT.
 EN0799'CONTINUE SOUTH ON FARM ROAD 284 FOR 5.1 MILES TO FARM ROAD 2272 ON
 EN0799'THE LEFT.  TURN LEFT AND GO EAST ON FARM ROAD 2272 FOR 6.15 MILES
 EN0799'TO THE END OF THE PAVEMENT AND A SIDE ROAD ON THE RIGHT.  TURN
 EN0799'RIGHT AND GO SOUTH FOR 1.0 MILE TO A CATTLE GUARD.  CROSS THE CATTLE
 EN0799'GUARD, TURN LEFT AND GO EASTERLY FOR 2.55 MILES TO A POND ON THE
 EN0799'RIGHT.  CONTINUE EASTERLY FOR 0.2 MILE TO A GATE ON THE LEFT AND THE
 EN0799'STATION ON THE RIGHT.  CONTINUE SOUTHEASTERLY FOR 0.7 MILE TO A
 EN0799'CATTLE GUARD AT B. M. 4 AAB (USGS) ON THE LEFT.
 EN0799'
 EN0799'THE STATION MARK IS A STANDARD DISK, STAMPED STEER 1964, SET IN THE
 EN0799'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 EN0799'62.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 158 FEET SOUTHWEST
 EN0799'OF A WEST GATEPOST AND 4.6 FEET SOUTH OF A WITNESS POST.
 EN0799'
 EN0799'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STEER NO 1 1964, SET IN
 EN0799'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0799'IS 72.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, 37.3 FEET WEST OF
 EN0799'THE WEST GATEPOST, 1 FOOT SOUTH OF A FENCE AND ABOUT THE SAME
 EN0799'ELEVATION AS THE STATION.
 EN0799'
 EN0799'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STEER NO 2 1964, SET IN
 EN0799'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0799'IS 75.7 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND ABOUT THE SAME
 EN0799'ELEVATION AS THE STATION.
 EN0799'
 EN0799'B. M. 4 AAB (USGS) IS A STEEL DISK OF THE UNITED STATES GEOLOGICAL
 EN0799'SURVEY, STAMPED B M 4 AAB 1962, SET IN THE TOP OF AN 8 INCH SQUARE
 EN0799'CONCRETE POST PROJECTING 6 INCHES.  IT IS 99.0 FEET NORTHEAST OF
 EN0799'THE CENTER OF THE CATTLE GUARD, 48.4 FEET NORTH OF THE CENTERLINE
 EN0799'OF THE ROAD AND 3.0 FEET NORTHEAST OF A WITNESS POST.
 EN0799'
 EN0799'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9115 ***********************************************************************
 DG9115  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9115  DESIGNATION -  STEGER&BIZZEL COO CORS ARP
 DG9115  CORS_ID     -  STBZ
 DG9115  PID         -  DG9115
 DG9115  STATE/COUNTY-  TX/WILLIAMSON
 DG9115  USGS QUAD   -  GEORGETOWN (1982)
 DG9115
 DG9115                         *CURRENT SURVEY CONTROL
 DG9115  ___________________________________________________________________
 DG9115* NAD 83(CORS)-  30 37 32.51455(N)    097 40 45.08984(W)     ADJUSTED  
 DG9115* NAVD 88     -                                                        
 DG9115  ___________________________________________________________________
 DG9115  EPOCH DATE  -        2002.00
 DG9115  X           -    -734,066.968 (meters)                     COMP
 DG9115  Y           -  -5,444,166.551 (meters)                     COMP
 DG9115  Z           -   3,230,363.387 (meters)                     COMP
 DG9115  ELLIP HEIGHT-         215.24  (meters)          (02/??/05) GPS OBS
 DG9115  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DG9115
 DG9115  HORZ ORDER  -  SPECIAL (CORS)
 DG9115  ELLP ORDER  -  SPECIAL (CORS)
 DG9115
 DG9115.ITRF positions are available for this station.
 DG9115.The coordinates were established by GPS observations
 DG9115.and adjusted by the National Geodetic Survey in February 2005..
 DG9115.The coordinates are valid at the epoch date displayed above.
 DG9115.The epoch date for horizontal control is a decimal equivalence
 DG9115.of Year/Month/Day.
 DG9115
 DG9115
 DG9115.The PID for the CORS L1 Phase Center is DG9116.
 DG9115
 DG9115.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9115
 DG9115.The ellipsoidal height was determined by GPS observations
 DG9115.and is referenced to NAD 83.
 DG9115
 DG9115.The geoid height was determined by GEOID03.
 DG9115
 DG9115;                    North         East     Units Scale Factor Converg.
 DG9115;SPC TX C     - 3,109,349.062   954,417.721   MT  0.99990310   +1 22 01.3
 DG9115;SPC TX C     -10,201,256.05  3,131,285.47   sFT  0.99990310   +1 22 01.3
 DG9115
 DG9115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9115!SPC TX C     -   0.99996620  x   0.99990310  =   0.99986930
 DG9115
 DG9115                          SUPERSEDED SURVEY CONTROL
 DG9115
 DG9115.No superseded survey control is available for this station.
 DG9115
 DG9115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2658888865(NAD 83)
 DG9115_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9115
 DG9115                          STATION DESCRIPTION
 DG9115
 DG9115'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9115'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9115'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9115'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9115'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9115'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9116 ***********************************************************************
 DG9116  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9116  DESIGNATION -  STEGER&BIZZEL COO CORS L1 PHASE CENTER
 DG9116  CORS_ID     -  STBZ
 DG9116  PID         -  DG9116
 DG9116  STATE/COUNTY-  TX/WILLIAMSON
 DG9116  USGS QUAD   -  GEORGETOWN (1982)
 DG9116
 DG9116                         *CURRENT SURVEY CONTROL
 DG9116  ___________________________________________________________________
 DG9116* NAD 83(CORS)-  30 37 32.51463(N)    097 40 45.08979(W)     ADJUSTED  
 DG9116* NAVD 88     -                                                        
 DG9116  ___________________________________________________________________
 DG9116  EPOCH DATE  -        2002.00
 DG9116  X           -    -734,066.978 (meters)                     COMP
 DG9116  Y           -  -5,444,166.636 (meters)                     COMP
 DG9116  Z           -   3,230,363.440 (meters)                     COMP
 DG9116  ELLIP HEIGHT-         215.34  (meters)          (02/??/05) GPS OBS
 DG9116  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DG9116
 DG9116  HORZ ORDER  -  SPECIAL (CORS)
 DG9116  ELLP ORDER  -  SPECIAL (CORS)
 DG9116
 DG9116.ITRF positions are available for this station.
 DG9116.The coordinates were established by GPS observations
 DG9116.and adjusted by the National Geodetic Survey in February 2005..
 DG9116.The coordinates are valid at the epoch date displayed above.
 DG9116.The epoch date for horizontal control is a decimal equivalence
 DG9116.of Year/Month/Day.
 DG9116
 DG9116
 DG9116.The PID for the CORS ARP is DG9115.
 DG9116
 DG9116.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9116
 DG9116.The ellipsoidal height was determined by GPS observations
 DG9116.and is referenced to NAD 83.
 DG9116
 DG9116.The geoid height was determined by GEOID03.
 DG9116
 DG9116;                    North         East     Units Scale Factor Converg.
 DG9116;SPC TX C     - 3,109,349.064   954,417.722   MT  0.99990310   +1 22 01.3
 DG9116;SPC TX C     -10,201,256.05  3,131,285.48   sFT  0.99990310   +1 22 01.3
 DG9116
 DG9116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9116!SPC TX C     -   0.99996618  x   0.99990310  =   0.99986929
 DG9116
 DG9116                          SUPERSEDED SURVEY CONTROL
 DG9116
 DG9116.No superseded survey control is available for this station.
 DG9116
 DG9116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2658888865(NAD 83)
 DG9116_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9116
 DG9116                          STATION DESCRIPTION
 DG9116
 DG9116'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9116'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9116'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9116'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9116'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9116'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2782 ***********************************************************************
 AX2782  DESIGNATION -  STEINBERG
 AX2782  PID         -  AX2782
 AX2782  STATE/COUNTY-  TX/LAVACA
 AX2782  USGS QUAD   -  MORAVIA (1981)
 AX2782
 AX2782                         *CURRENT SURVEY CONTROL
 AX2782  ___________________________________________________________________
 AX2782* NAD 83(1993)-  29 31 29.43485(N)    096 56 15.09638(W)     ADJUSTED  
 AX2782* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 AX2782  ___________________________________________________________________
 AX2782  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AX2782  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX2782
 AX2782  HORZ ORDER  -  FIRST
 AX2782
 AX2782.The horizontal coordinates were established by classical geodetic methods
 AX2782.and adjusted by the National Geodetic Survey in February 1996..
 AX2782
 AX2782.The orthometric height was scaled from a topographic map.
 AX2782
 AX2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2782
 AX2782.The geoid height was determined by GEOID03.
 AX2782
 AX2782;                    North         East     Units Scale Factor Converg.
 AX2782;SPC TXSC     - 4,189,226.942   799,904.927   MT  0.99986872   +1 00 37.6
 AX2782;SPC TXSC     -13,744,155.39  2,624,354.75   sFT  0.99986872   +1 00 37.6
 AX2782;UTM  14      - 3,267,909.395   699,883.925   MT  1.00009300   +1 01 00.2
 AX2782
 AX2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2782!SPC TXSC     -   0.99998604  x   0.99986872  =   0.99985477
 AX2782!UTM  14      -   0.99998604  x   1.00009300  =   1.00007904
 AX2782
 AX2782:                Primary Azimuth Mark                     Grid Az
 AX2782:SPC TXSC     -  SCHULENBURG CARNAT MILK CO STK           006 09 23.4
 AX2782:UTM  14      -  SCHULENBURG CARNAT MILK CO STK           006 09 00.8
 AX2782
 AX2782|---------------------------------------------------------------------|
 AX2782| PID    Reference Object                     Distance      Geod. Az  |
 AX2782|                                                           dddmmss.s |
 AX2782| AX2788 SCHULENBURG CARNAT MILK CO STK      APPROX.17.2 KM 0071001.0 |
 AX2782| AX2787 SCHULENBURG STANDPIPE               APPROX.17.8 KM 0094439.4 |
 AX2782| AX2786 SCHULENBURG CATH CH SPIRE           APPROX.17.1 KM 0105049.4 |
 AX2782| CV6823 STEINBERG RM 1                       34.150 METERS 04315     |
 AX2782| CV6824 STEINBERG RM 2                       24.250 METERS 12617     |
 AX2782| AX2759 HALLETTSVILLE MUNICIPAL TANK        APPROX. 8.7 KM 1815623.9 |
 AX2782| AX2760 HALLETTSVILLE LAVACA CO CTHSE       APPROX. 8.9 KM 1832121.5 |
 AX2782| AX2757 ST MARYS CHURCH SPIRE               APPROX.10.3 KM 2141134.1 |
 AX2782| CV6822 STEINBERG AZ MK                                    2495216.0 |
 AX2782| AX2783 MORAVIA CATHOLIC CHURCH SPIRE       APPROX. 8.1 KM 3244407.7 |
 AX2782| AX2784 ST JOHNS CHURCH SPIRE               APPROX.12.1 KM 3515716.8 |
 AX2782|---------------------------------------------------------------------|
 AX2782
 AX2782                          SUPERSEDED SURVEY CONTROL
 AX2782
 AX2782  NAD 83(1986)-  29 31 29.44779(N)    096 56 15.08629(W) AD(       ) 1
 AX2782  NAD 27      -  29 31 28.58800(N)    096 56 14.15200(W) AD(       ) 1
 AX2782
 AX2782.Superseded values are not recommended for survey control.
 AX2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2782.See file dsdata.txt to determine how the superseded data were derived.
 AX2782
 AX2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9988467909(NAD 83)
 AX2782_MARKER: DS = TRIANGULATION STATION DISK
 AX2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2782
 AX2782  HISTORY     - Date     Condition        Report By
 AX2782  HISTORY     - 1943     MONUMENTED       CGS
 AX2782  HISTORY     - 1963     GOOD             CGS
 AX2782  HISTORY     - 1974     GOOD             NGS
 AX2782  HISTORY     - 19970607 GOOD             USPSQD
 AX2782
 AX2782                          STATION DESCRIPTION
 AX2782
 AX2782'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2782'ABOUT 10 MILES S OF SCHULENBURG AND 5-1/2 MILES N OF
 AX2782'HALLETTSVILLE, IN FENCE ROW BETWEEN COUNTY ROAD AND LAND OWNED
 AX2782'BY MRS. STEINBERG, WHO LIVES 300 YARDS N.  THE STATION IS
 AX2782'18 FEET N OF THE CENTER LINE OF THE ROAD, 108 FEET W OF
 AX2782'INTERSECTION OF ROADS, 66 FEET W OF FENCE CORNER.  THE MARK
 AX2782'PROJECTS 4 INCHES AND IS STAMPED STEINBERG 1943.
 AX2782'
 AX2782'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2782'DISKS SET IN CONCRETE.
 AX2782'
 AX2782'REFERENCE MARK NO. 1 IS NE OF THE STATION IN FENCE LINE,
 AX2782'30 FEET W OF CENTER LINE OF ROAD.  THE MARK PROJECTS 4 INCHES.
 AX2782'
 AX2782'REFERENCE MARK NO. 2 IS SE OF THE STATION IN FENCE LINE, 36
 AX2782'FEET S OF CENTER LINE OF ROAD.  THE MARK PROJECTS 6 INCHES.
 AX2782'
 AX2782'THE AZIMUTH MARK IS 0.35 MILE W OF THE STATION, 15 FEET N
 AX2782'OF THE CENTER LINE OF THE ROAD, 1 FOOT E OF SMALL TELEPHONE
 AX2782'POLE, 250 FEET NE OF HOUSE.  THE MARK PROJECTS 5 INCHES.
 AX2782'
 AX2782'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 AX2782'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 AX2782'
 AX2782'REACHED FROM SCHULENBURG, ON U.S. 77 BY GOING S FROM RAILROAD
 AX2782'TRACKS 8.6 MILES TO A DIAGONAL CROSS ROAD AT NEW BUNGALOW ON
 AX2782'RIGHT.  TURN RIGHT AND FOLLOW DIRT ROAD SW 0.8 MILE.  THENCE
 AX2782'KEEP LEFT FORK 1.2 MILES TO T-ROAD.  THENCE LEFT, FOLLOWING
 AX2782'MAIN ROAD 1.4 MILES TO ANOTHER T-ROAD.  STATION IS ABOUT
 AX2782'30 YARDS NW OF THIS JUNCTION.
 AX2782'
 AX2782'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2782
 AX2782                          STATION RECOVERY (1963)
 AX2782
 AX2782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2782'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 AX2782'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2782'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2782
 AX2782                          STATION RECOVERY (1974)
 AX2782
 AX2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AX2782'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 AX2782'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 AX2782'IS SOLID BUT THE EAST SIDE OF THE TOP OF THE MONUMENT HAS BEEN
 AX2782'SHIRRED OFF, APPARENTLY BY A ROAD GRADER, A DIFFERENCE OF
 AX2782'.018 METER WAS FOUND IN THE DISTANCE - THE HORIZONTAL ANGLES
 AX2782'CHECKED GOOD.
 AX2782'
 AX2782'A NEW DESCRIPTION FOLLOWS--
 AX2782'
 AX2782'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF SCHULENBURG,
 AX2782'5-1/2 MILES NORTH OF HALLETTSVILLE, 300 YARDS SOUTH OF THE
 AX2782'PETE STEINBERG FARMSTEAD, 120 FEET WEST OF A TRIANGULAR PLOT
 AX2782'OF GROUND FORMED BY A 3-WAY ROAD JUNCTION, AND IN A FENCE
 AX2782'LINE BETWEEN THE GRADED ROAD LEADING WEST AND THE STEINBERG
 AX2782'PROPERTY.
 AX2782'
 AX2782'TO REACH THE STATION FROM THE INTERSECTION OF ALTERNATE
 AX2782'U.S. HIGHWAY 90 AND U.S. HIGHWAY 77 IN HALLETTSVILLE, GO
 AX2782'NORTH ON HIGHWAY 77 FOR 5.25 MILES TO A PAVED SIDE ROAD LEFT,
 AX2782'TURN LEFT AND FOLLOW THE SIDE ROAD NORTHWESTERLY 1.35 MILES
 AX2782'TO THE 3-WAY ROAD JUNCTION AND THE STATION AS DESCRIBED.
 AX2782'
 AX2782'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 AX2782'GRADED ROAD 0.35 MILE TO THE DRIVEWAY ON THE RIGHT LEADING
 AX2782'TO THE FARMSTEAD OF MR. WILLIE HOLIK AND THE AZIMUTH MARK
 AX2782'AS DESCRIBED.
 AX2782'
 AX2782'THE STATION MARK IS A STANDARD DISK STAMPED STEINBERG 1943,
 AX2782'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX2782'3-INCHES.  IT IS IN A FENCE LINE, 120 FEET WEST OF THE CENTER
 AX2782'OF THE TRIANGLE AT THE ROAD JUNCTION, 26 FEET NORTH OF THE CENTER
 AX2782'OF THE GRADED ROAD, AND 3.5 FEET EAST OF A METAL WITNESS POST.
 AX2782'
 AX2782'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED STEINBERG
 AX2782'NO 1 1943, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 AX2782'PROJECTS 2-INCHES.  IT IS IN A FENCE LINE, 106 FEET NORTH OF THE
 AX2782'CENTER OF THE GRADED ROAD, 85 FEET NORTHWEST OF THE CENTER
 AX2782'OF THE TRIANGLE, AND 40 FEET WEST OF THE CENTER OF THE PAVED
 AX2782'ROAD.
 AX2782'
 AX2782'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED STEINBERG NO
 AX2782'2 1943, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 AX2782'WITH THE GROUND.  IT IS IN THE EDGE OF A FIELD, 79 FEET SOUTHWEST
 AX2782'OF THE CENTER OF THE TRIANGLE, 25 FEET SOUTH OF THE CENTER
 AX2782'OF THE GRADED ROAD, 9 FEET SOUTHWEST OF A TELEPHONE CABLE
 AX2782'WARNING POST, AND 3.3 FEET SOUTH OF A FENCE AND A METAL
 AX2782'WITNESS POST.
 AX2782'
 AX2782'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STEINBERG 1943,
 AX2782'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX2782'4-INCHES.  IT IS AT THE TOP OF THE BACKSLOPE OF A DITCH
 AX2782'ACROSS THE ROAD, NORTH, FROM 4 LIVE OAK TREES, 86 FEET EAST
 AX2782'OF THE CENTER OF FARM DRIVEWAY, 19 FEET NORTH OF THE CENTER
 AX2782'OF THE ROAD, AND 1.8 FEET EAST OF A METAL WITNESS POST.
 AX2782'
 AX2782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 AX2782'MILES N OF HALLETTSVILLE
 AX2782
 AX2782                          STATION RECOVERY (1997)
 AX2782
 AX2782'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1298 ***********************************************************************
 BZ1298  DESIGNATION -  STEINER
 BZ1298  PID         -  BZ1298
 BZ1298  STATE/COUNTY-  TX/BOSQUE
 BZ1298  USGS QUAD   -  ALLEN BEND (1968)
 BZ1298
 BZ1298                         *CURRENT SURVEY CONTROL
 BZ1298  ___________________________________________________________________
 BZ1298* NAD 83(1993)-  31 59 12.57131(N)    097 26 42.38234(W)     ADJUSTED  
 BZ1298* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 BZ1298  ___________________________________________________________________
 BZ1298  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BZ1298  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BZ1298
 BZ1298  HORZ ORDER  -  SECOND
 BZ1298
 BZ1298.The horizontal coordinates were established by classical geodetic methods
 BZ1298.and adjusted by the National Geodetic Survey in February 1996..
 BZ1298
 BZ1298.The orthometric height was scaled from a topographic map.
 BZ1298
 BZ1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1298
 BZ1298.The geoid height was determined by GEOID03.
 BZ1298
 BZ1298;                    North         East     Units Scale Factor Converg.
 BZ1298;SPC TX C     - 3,260,759.629   972,934.042   MT  1.00002944   +1 29 15.4
 BZ1298;SPC TX C     -10,698,008.88  3,192,034.44   sFT  1.00002944   +1 29 15.4
 BZ1298;SPC TXNC     - 2,036,004.524   699,697.171   MT  1.00004380   +0 34 31.2
 BZ1298;SPC TXNC     - 6,679,791.51  2,295,589.80   sFT  1.00004380   +0 34 31.2
 BZ1298;UTM  14      - 3,540,031.416   646,896.999   MT  0.99986612   +0 49 25.7
 BZ1298
 BZ1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1298!SPC TX C     -   0.99997496  x   1.00002944  =   1.00000440
 BZ1298!SPC TXNC     -   0.99997496  x   1.00004380  =   1.00001876
 BZ1298!UTM  14      -   0.99997496  x   0.99986612  =   0.99984109
 BZ1298
 BZ1298|---------------------------------------------------------------------|
 BZ1298| PID    Reference Object                     Distance      Geod. Az  |
 BZ1298|                                                           dddmmss.s |
 BZ1298| CV6408 STEINER RM 1                         19.975 METERS 00805     |
 BZ1298| CV6409 STEINER RM 2                         27.030 METERS 12325     |
 BZ1298| CV6407 STEINER AZ MK                                      1424558.3 |
 BZ1298|---------------------------------------------------------------------|
 BZ1298
 BZ1298                          SUPERSEDED SURVEY CONTROL
 BZ1298
 BZ1298  NAD 83(1986)-  31 59 12.57856(N)    097 26 42.36071(W) AD(       ) 2
 BZ1298  NAD 27      -  31 59 12.02200(N)    097 26 41.30000(W) AD(       ) 2
 BZ1298
 BZ1298.Superseded values are not recommended for survey control.
 BZ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1298.See file dsdata.txt to determine how the superseded data were derived.
 BZ1298
 BZ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA4689740031(NAD 83)
 BZ1298_MARKER: DS = TRIANGULATION STATION DISK
 BZ1298_SETTING: 0 = UNSPECIFIED SETTING
 BZ1298
 BZ1298  HISTORY     - Date     Condition        Report By
 BZ1298  HISTORY     - 1944     MONUMENTED       CGS
 BZ1298  HISTORY     - 1955     GOOD             USGS
 BZ1298  HISTORY     - 1966     GOOD             USGS
 BZ1298  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 BZ1298  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1298
 BZ1298                          STATION DESCRIPTION
 BZ1298
 BZ1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1298'STATION IS LOCATED ABOUT 8 MILES NW OF WHITNEY, 1.5 MILES
 BZ1298'SE OF STEINER, AND ON THE RIGHT-OF-WAY OF A COUNTY ROAD.  THE
 BZ1298'MARK IS SET IN THE W RIGHT-OF-WAY FENCE LINE, 24 FEET S OF A
 BZ1298'TRIANGULAR-BLAZED 12-INCH TREE, 15 FEET W OF THE CENTER LINE OF
 BZ1298'THE ROAD, 25 FEET SE OF THE TURN IN THE ROAD, AND 34 FEET
 BZ1298'S OF THE DRIVE TO FARMHOUSE.  IT PROJECTS ABOUT 4 INCHES.
 BZ1298'
 BZ1298'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1298'DISKS SET IN CONCRETE.
 BZ1298'
 BZ1298'REFERENCE MARK 1 IS NE OF THE STATION, 1 FOOT N OF THE N
 BZ1298'RIGHT-OF-WAY FENCE, AND 35 FEET E OF GATE ON FARM ROAD.  IT
 BZ1298'PROJECTS ABOUT 2 INCHES.
 BZ1298'
 BZ1298'REFERENCE MARK 2 IS SE OF THE STATION IN THE E RIGHT-OF-WAY
 BZ1298'FENCE.  IT PROJECTS ABOUT 2 INCHES.
 BZ1298'
 BZ1298'AZIMUTH MARK IS SE OF THE STATION IN THE S RIGHT-OF-WAY FENCE
 BZ1298'LINE AND 75 YARDS E OF A T-INTERSECTION.  IT PROJECTS ABOUT
 BZ1298'4 INCHES.
 BZ1298'
 BZ1298'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 BZ1298'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 BZ1298'
 BZ1298'TO REACH THE STATION FROM WHITNEY, GO W ON STATE HIGHWAY 22 FOR
 BZ1298'5.5 MILES TO THE BRAZOS RIVER BRIDGE.  CONTINUE ON HIGHWAY 22 FOR
 BZ1298'7.4 MILES TO A T-INTERSECTION WHERE HIGHWAY 22 TURNS LEFT.
 BZ1298'TURN RIGHT ON DIRT ROAD AND GO 1.2 MILES TO T-INTERSECTION,
 BZ1298'TURN RIGHT AND FOLLOW MAIN ROAD 4.1 MILES TO KEDRON CREEK.
 BZ1298'CONTINUE 0.5 MILE TO T-ROAD LEFT, CONTINUE ON MAIN ROAD STRAIGHT
 BZ1298'AHEAD FOR 2.3 MILES TO A SMALL STORE ON THE RIGHT.  CONTINUE
 BZ1298'STRAIGHT AHEAD FOR 0.6 MILE TO T-INTERSECTION (THE AZIMUTH
 BZ1298'MARK IS 75 YARDS ALONG THIS ROAD).  TURN RIGHT AND GO 0.4 MILE
 BZ1298'TO THE STATION ON THE W SIDE OF THE ROAD AND S OF A ROAD TO A
 BZ1298'FARMHOUSE.
 BZ1298'
 BZ1298'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BZ1298
 BZ1298                          STATION RECOVERY (1955)
 BZ1298
 BZ1298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BZ1298'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN
 BZ1298'GOOD CONDITION.
 BZ1298'
 BZ1298'THE DESCRIPTION IS REWRITTEN BECAUSE PART OF THE ROADS MENTIONED
 BZ1298'IN THE ORIGINAL DESCRIPTION ARE NOW UNDER WATER OF LAKE WHITNEY.
 BZ1298'THIS LAKE IS FORMED BY THE DAM ACROSS THE BRAZOS RIVER.
 BZ1298'
 BZ1298'TO REACH THE STATION FROM THE P.O. IN CLIFTON, GO E ALONG
 BZ1298'TEXAS STATE FARM ROAD 215 FOR 9.5 MILES TO THE INTERSECTION
 BZ1298'OF STATE FARM ROAD 215 AND STATE HWY 22.  TURN LEFT AND GO ALONG
 BZ1298'STATE HWY 22 FOR 1.0 MILE TO A ROAD FORK FORMED BY STATE HWY 22
 BZ1298'AND COUNTY GRAVEL ROAD.  TURN RIGHT AND CONTINUE ALONG GRAVEL
 BZ1298'ROAD IN A NW DIRECTION FOR 1.7 MILE TO A ROAD INTERSECTION.
 BZ1298'TURN LEFT AND CONTINUE ALONG ROAD IN NW DIRECTION FOR ANOTHER
 BZ1298'0.7 MILE TO A ROAD INTERSECTION AND SIGN POWER DALE PARK, WITH
 BZ1298'ARROW POINTING TOWARDS THE E.  TURN RIGHT AND GO IN A NE
 BZ1298'DIRECTION ALONG COUNTY ROAD FOR 0.85 MILE TO A SHARP TURN.
 BZ1298'TURN LEFT AND CONTINUE ALONG ROAD FOR 3.45 MILES TO THE
 BZ1298'INTERSECTION WITH A T-ROAD W LEADING TO CEDRON SCHOOL.
 BZ1298'CONTINUE ALONG THE COUNTRY ROAD IN A N DIRECTION FOR 0.4 MILE
 BZ1298'TO A SHARP TURN.  TURN LEFT AND GO ALONG GRAVEL ROAD FOR 0.35
 BZ1298'MILE TO ANOTHER ROAD INTERSECTION AND SIGN POP
 BZ1298'SAMPLE.  TURN RIGHT AND CONTINUE ALONG GRAVEL ROAD FOR 1.55
 BZ1298'MILE TO AN INTERSECTION WITH A T-ROAD N.  TURN LEFT AND GO N
 BZ1298'ALONG ROAD FOR 0.35 MILE TO THE STATION.  DRIVE TO THE
 BZ1298'FARMHOUSE WILL PROBABLY CHANGE AS A NEW FENCE IS BEING
 BZ1298'BUILT.
 BZ1298
 BZ1298                          STATION RECOVERY (1966)
 BZ1298
 BZ1298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BZ1298'STATION FOUND IN GOOD CONDITION.  TO REACH FROM THE INTERSECTION
 BZ1298'OF FM 56 AND 927 IN LAKESIDE VILLAGE, GO S ON FM HWY 56 FOR 4.2
 BZ1298'MILES TO X-ROAD AND SIGN STEINER 3.  GO LEFT (E) FOR 2.0 MILES
 BZ1298'TO ALUMINUM GATE ON LEFT (OLD COUNTRY ROAD).  TURN LEFT THRU
 BZ1298'GATE AND 0.3 MILE TO GATE ON LEFT AND STATION.
 BZ1298'
 BZ1298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 BZ1298'NW OF WHITNEY
 BZ1298
 BZ1298                          STATION RECOVERY (1999)
 BZ1298
 BZ1298'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1298'MARK NOT FOUND.
 BZ1298
 BZ1298                          STATION RECOVERY (2001)
 BZ1298
 BZ1298'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0531 ***********************************************************************
 AM0531  DESIGNATION -  STEINMEYER
 AM0531  PID         -  AM0531
 AM0531  STATE/COUNTY-  TX/MATAGORDA
 AM0531  USGS QUAD   -  BAY CITY (1972)
 AM0531
 AM0531                         *CURRENT SURVEY CONTROL
 AM0531  ___________________________________________________________________
 AM0531* NAD 83(1993)-  28 56 15.70808(N)    095 53 39.34962(W)     ADJUSTED  
 AM0531* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AM0531  ___________________________________________________________________
 AM0531  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AM0531  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AM0531
 AM0531  HORZ ORDER  -  FIRST
 AM0531
 AM0531.The horizontal coordinates were established by classical geodetic methods
 AM0531.and adjusted by the National Geodetic Survey in February 1996..
 AM0531
 AM0531.The orthometric height was scaled from a topographic map.
 AM0531
 AM0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0531
 AM0531.The geoid height was determined by GEOID03.
 AM0531
 AM0531;                    North         East     Units Scale Factor Converg.
 AM0531;SPC TXSC     - 4,126,413.529   902,731.069   MT  0.99988711   +1 31 17.5
 AM0531;SPC TXSC     -13,538,075.05  2,961,710.18   sFT  0.99988711   +1 31 17.5
 AM0531;UTM  15      - 3,204,532.791   217,865.763   MT  1.00058241   -1 24 04.8
 AM0531
 AM0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0531!SPC TXSC     -   1.00000248  x   0.99988711  =   0.99988959
 AM0531!UTM  15      -   1.00000248  x   1.00058241  =   1.00058489
 AM0531
 AM0531:                Primary Azimuth Mark                     Grid Az
 AM0531:SPC TXSC     -  TEXAS GULF SULPHUR CO E STACK            177 02 41.6
 AM0531:UTM  15      -  TEXAS GULF SULPHUR CO E STACK            179 58 03.9
 AM0531
 AM0531|---------------------------------------------------------------------|
 AM0531| PID    Reference Object                     Distance      Geod. Az  |
 AM0531|                                                           dddmmss.s |
 AM0531| AM0516 TEXAS GULF SULPHUR CO E STACK       APPROX.22.3 KM 1783359.1 |
 AM0531| AM0518 TEXAS GULF SULPHUR CO W STACK       APPROX.22.3 KM 1784031.2 |
 AM0531| CV6825 STEINMEYER RM 1                      31.680 METERS 21804     |
 AM0531| CV6826 STEINMEYER RM 2                                    2700314.5 |
 AM0531| CV6827 STEINMEYER RM 3                      36.959 METERS 30124     |
 AM0531| AM0534 BAY CITY WEST MUNICIPAL TANK        APPROX. 8.5 KM 3045111.4 |
 AM0531| AM0533 BAY CITY MUNICIPAL TANK             APPROX. 8.6 KM 3050813.4 |
 AM0531| AM0532 BAY CITY EAST MUNICIPAL TANK        APPROX. 7.4 KM 3113700.0 |
 AM0531|---------------------------------------------------------------------|
 AM0531
 AM0531                          SUPERSEDED SURVEY CONTROL
 AM0531
 AM0531  NAD 83(1986)-  28 56 15.71653(N)    095 53 39.33117(W) AD(       ) 1
 AM0531  NAD 27      -  28 56 14.79300(N)    095 53 38.49500(W) AD(       ) 1
 AM0531
 AM0531.Superseded values are not recommended for survey control.
 AM0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0531.See file dsdata.txt to determine how the superseded data were derived.
 AM0531
 AM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1786604533(NAD 83)
 AM0531_MARKER: DS = TRIANGULATION STATION DISK
 AM0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0531
 AM0531  HISTORY     - Date     Condition        Report By
 AM0531  HISTORY     - 1931     MONUMENTED       CGS
 AM0531  HISTORY     - 1935     GOOD             CGS
 AM0531  HISTORY     - 1937     GOOD             TXHD
 AM0531  HISTORY     - 1953     GOOD             CGS
 AM0531  HISTORY     - 1962     GOOD             CGS
 AM0531  HISTORY     - 1969     GOOD             CGS
 AM0531
 AM0531                          STATION DESCRIPTION
 AM0531
 AM0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AM0531'ABOUT 6 MILES SE OF BAY CITY, ON LAND OWNED BY H. STEINMEYER
 AM0531'OF BAY CITY.  STATION REACHED FROM BAY CITY BY STATE HIGHWAY
 AM0531'58 E TO LIMITS OF TOWN, THERE TURNING RIGHT AND S ON A SHELL
 AM0531'ROAD KNOWN AS BUCKS BAYOU ROAD, AND FOLLOWING THIS ROAD
 AM0531'S AND E 4.0 MILES TO END OF SHELL AND CONTINUING S ON DIRT
 AM0531'ROAD 0.8 MILE TO T-CROSSROAD NEAR BUCKS BAYOU AT WOODEN
 AM0531'BRIDGE.  TURN E AND FOLLOW DIRT ROAD 1.5 MILES TO POINT
 AM0531'WHERE IT MAKES A RIGHT ANGLE TURN TO S.  STATION IS JUST S OF
 AM0531'THIS CORNER, 8.1 FEET E OF FENCE, ON E SIDE OF ROAD, ON A
 AM0531'SMALL MOUND BETWEEN FENCE AND DITCH, 66.7 FEET S OF FENCE
 AM0531'ON S SIDE OF AN E AND W DITCH, AND 172 YARDS (PACED) S OF A
 AM0531'LOW WOODEN WINDMILL TRIPOD.
 AM0531'
 AM0531'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 AM0531'SET IN CONCRETE.
 AM0531'
 AM0531'REFERENCE MARK NO. 1 IS IN FENCE LINE W OF ROAD, 146 FEET S OF
 AM0531'CORNER POST AT INSIDE OF CURVE, 27 FEET W OF CENTER LINE OF
 AM0531'ROAD, AND 104.0 FEET FROM STATION.
 AM0531'
 AM0531'REFERENCE MARK NO. 2 IS IN FENCE LINE S OF ROAD ABOUT 30
 AM0531'YARDS E OF WOODEN CULVERT OVER IRRIGATION DITCH, AND ABOUT 0.4
 AM0531'MILE FROM STATION.
 AM0531'
 AM0531'BAY CITY MUNICIPAL TANK, DISTANT ABOUT 6 MILES, IS N 54 DEG 52 MIN W
 AM0531'FROM STATION.
 AM0531
 AM0531                          STATION RECOVERY (1935)
 AM0531
 AM0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AM0531'STATION RECOVERED.  ALL MARKS IN GOOD CONDITION.  ONE REFERENCE
 AM0531'MARK ESTABLISHED.  STATION IS ABOUT 6 MILES SE OF BAY CITY
 AM0531'ON LAND OWNED BY H. STEINMEYER.  THE MARK IS SET IN A RICE
 AM0531'FIELD ON A SMALL MOUND BETWEEN THE DITCH AND THE FENCE LINE.
 AM0531'IT IS ON THE W EDGE OF THE FIELD NEAR THE NW CORNER.  8 FEET
 AM0531'E OF FENCE LINE ON THE E EDGE OF THE RIGHT-OF-WAY.  40 FEET E
 AM0531'OF THE CENTER LINE OF THE ROAD, 100 FEET SSE OF THE POINT
 AM0531'OF INTERSECTION OF THE CURVE.  57 FEET S OF THE NW CORNER
 AM0531'OF THE FIELD.  MARK PROJECTS 8 INCHES.
 AM0531'
 AM0531'REFERENCE MARK NO. 1 IS SW OF THE STATION ON THE W EDGE OF
 AM0531'THE RIGHT-OF-WAY.  27 FEET W OF THE CENTER LINE OF THE ROAD,
 AM0531'146 FEET S OF THE CORNER POST ON THE INSIDE OF THE CURVE.
 AM0531'MARK PROJECTS 6 INCHES.
 AM0531'
 AM0531'REFERENCE MARK NO. 2 IS ABOUT 0.4 MILE W OF THE STATION, ON
 AM0531'THE S EDGE OF THE RIGHT-OF-WAY, 26 FEET S OF THE CENTER
 AM0531'LINE OF THE ROAD.  100 FEET E OF THE S END OF A SMALL WOODEN
 AM0531'CULVERT OVER A DRAINAGE DITCH.  MARK PROJECTS 6 INCHES.
 AM0531'REFERENCE MARK NO. 3, 1935 IS A STANDARD DISK SET IN CONCRETE,
 AM0531'AND IS NW OF THE STATION IN FENCE LINE, ON THE S
 AM0531'EDGE OF THE RIGHT-OF-WAY, 25 FEET S OF THE CENTER LINE OF
 AM0531'THE ROAD, 31 FEET W OF CORNER POST ON THE INSIDE OF THE
 AM0531'CURVE.  MARK PROJECTS 8 INCHES.
 AM0531'
 AM0531'REACHED FROM BAY CITY COURTHOUSE, GO E 1 MILE ON STATE HIGHWAY
 AM0531'35, TO A CONCRETE ROAD TO THE S.  GO S AND E ON THIS ROAD
 AM0531'FOR 1.4 MILES TO THE END OF THE CONCRETE.  CONTINUE ON THIS
 AM0531'ROAD FOR 3.4 MILES TO T-ROAD.  THIS ROAD IS 0.8 MILE S OF
 AM0531'THE END OF THE SHELL ROAD.  HERE TURN W AND GO 1.5 MILES
 AM0531'TO SHARP TURN TO THE S AND THE STATION.
 AM0531'
 AM0531'A LIGHT 110 FEET ABOVE STATION MARKHAM COMES INTO VIEW 90
 AM0531'FEET ABOVE THIS STATION.  LIGHTS 100 FEET ABOVE CLAPPER,
 AM0531'POOLE AND BAY CITY MAG. ARE VISIBLE FROM THE GROUND.  A
 AM0531'LIGHT 110 FEET ABOVE STATION VAN VLECK IS VISIBLE FROM THE
 AM0531'GROUND.
 AM0531
 AM0531                          STATION RECOVERY (1937)
 AM0531
 AM0531'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AM0531'DESCRIPTION SATISFACTORY.  STATION MARK, REFERENCE DISKS
 AM0531'NO. 1 AND NO. 2 (1931) AND NO. 3 (1935) RECOVERED AND IN
 AM0531'GOOD CONDITION.
 AM0531
 AM0531                          STATION RECOVERY (1953)
 AM0531
 AM0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AM0531'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 AM0531'2 AND REFERENCE MARK NUMBER 3 WERE RECOVERED AND ARE IN GOOD
 AM0531'CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO THE
 AM0531'REFERENCE MARKS.
 AM0531'
 AM0531'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AM0531'
 AM0531'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF BAY CITY,
 AM0531'NEAR THE WEST EDGE OF A PASTURE WHICH IS OWNED BY MR. H.
 AM0531'STEINMEYER.  IT IS 41 FEET WEST OF THE SOUTHWEST CORNER
 AM0531'OF A CORRAL, 38 FEET EAST OF THE CENTER OF A HARD SURFACED
 AM0531'ROAD, 18 FEET NORTHEAST OF THE NORTH END OF A GATE AND 9.5
 AM0531'FEET EAST OF A FENCE LINE.  IT IS STAMPED STEINMEYER 1931
 AM0531'AND PROJECTS 6 INCHES.
 AM0531'
 AM0531'REFERENCE MARK NO. 1 IS 27 FEET WEST OF THE CENTER OF A HARD
 AM0531'SURFACED ROAD AND 1 FOOT EAST OF A FENCE LINE.  IT IS STAMPED
 AM0531'STEINMEYER NO 1 1931 AND PROJECTS 3 INCHES.
 AM0531'
 AM0531'REFERENCE MARK NO. 3 IS SET IN A FENCE LINE, 30 FEET WEST
 AM0531'OF A FENCE CORNER AND 26 FEET SOUTH OF THE CENTER OF A HARD
 AM0531'SURFACED ROAD.  IT IS STAMPED STEINMEYER NO 3 1935 AND PROJECTS
 AM0531'5 INCHES.
 AM0531'
 AM0531'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 AM0531'MARK NO. 3 IS 150.2 FEET.
 AM0531'
 AM0531'REFERENCE MARK NO. 2 WAS USED FOR THE AZIMUTH MARK.  IT IS
 AM0531'77 FEET EAST-SOUTHEAST OF THE SOUTH END OF A CULVERT, 26
 AM0531'FEET SOUTH OF THE CENTER OF A HARD SURFACED ROAD AND 1 FOOT
 AM0531'SOUTH OF A FENCE LINE.  IT IS STAMPED STEINMEYER NO 2 1931
 AM0531'AND PROJECTS 6 INCHES.
 AM0531'
 AM0531'TO REACH THE STATION FROM THE COURTHOUSE IN BAY CITY, GO
 AM0531'EAST ON STATE HIGHWAY 35 FOR 1.0 MILE TO A CROSSROAD.  TURN
 AM0531'RIGHT AND GO SOUTH ON A HARD SURFACED ROAD FOR 0.5 MILE
 AM0531'TO A FORK, TAKE THE LEFT FORK AND GO SOUTHEAST AND EAST
 AM0531'ON A WINDING HARD SURFACED ROAD FOR 5.45 MILES TO THE AZIMUTH
 AM0531'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EAST FOR 0.4 MILE
 AM0531'TO THE POINT WHERE THE ROAD CURVES TO THE SOUTH AND THE STATION
 AM0531'ON THE LEFT AS DESCRIBED.
 AM0531
 AM0531                          STATION RECOVERY (1962)
 AM0531
 AM0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JRN)
 AM0531'STATION AND REFERENCE MARKS NO. 1, 2 AND 3 WERE RECOVERED
 AM0531'IN GOOD CONDITION AS DESCRIBED EXCEPT REFERENCE MARK NO. 2
 AM0531'IS 75 FEET EAST OF DRAINAGE DITCH INSTEAD OF 100 FEET EAST
 AM0531'OF CULVERT.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 AM0531'CORRECT.
 AM0531
 AM0531                          STATION RECOVERY (1969)
 AM0531
 AM0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0531'THE STATION AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 AM0531'AND FOUND IN GOOD CONDITION.
 AM0531'
 AM0531'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AM0531'
 AM0531'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF BAY CITY,
 AM0531'NEAR THE WEST EDGE OF A PASTURE.  IT IS 38 FEET EAST OF THE
 AM0531'APPROXIMATE CENTERLINE OF A MACADAM ROAD, 27 FEET NORTH
 AM0531'OF THE APPROXIMATE CENTERLINE OF A FIELD ENTRANCE ROAD, 9
 AM0531'FEET EAST OF A STEEL WITNESS POST AND WIRE FENCE, 5 FEET WEST
 AM0531'OF A DITCH BANK AND 3 FEET NORTH OF A DITCH BANK.  THE MONUMENT
 AM0531'IS 4 INCHES BELOW GROUND SURFACE AND THE DISK IS STAMPED
 AM0531'STEINMEYER 1931.
 AM0531'
 AM0531'REFERENCE MARK NO. 1 IS 103.94 FEET SOUTHWEST
 AM0531'OF THE STATION, 174 FEET SOUTH OF AN EAST-WEST ROAD, 26 FEET
 AM0531'WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND 7 FEET SOUTH
 AM0531'OF AN 8-INCH HACKBERRY TREE.  THE MONUMENT PROJECTS 5 INCHES
 AM0531'AND THE DISK IS STAMPED STEINMEYER 1931 NO. 1.
 AM0531'
 AM0531'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 0.4 MILE
 AM0531'WEST OF THE STATION, 27 FEET SOUTH OF THE CENTERLINE OF THE
 AM0531'ROAD, 82 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD WHERE
 AM0531'IT PASSES OVER A CULVERT, 2 FEET SOUTH OF A WIRE FENCE AND
 AM0531'1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MONUMENT PROJECTS
 AM0531'6 INCHES AND THE DISK IS STAMPED STEINMEYER 1931 NO. 2.
 AM0531'
 AM0531'REFERENCE MARK NO. 3 IS 121.26 FEET NORTHWEST
 AM0531'OF THE STATION, 62 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 AM0531'ROAD, EXTENDED, 29 FEET WEST OF A FENCE CORNER, 28 FEET SOUTH
 AM0531'OF THE CENTERLINE OF AN EAST-WEST ROAD AND 1 FOOT EAST OF A
 AM0531'STEEL WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE
 AM0531'DISK IS STAMPED STEINMEYER NO. 3 1935.
 AM0531'
 AM0531'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE
 AM0531'IN BAY CITY, GO EAST ON STATE HIGHWAY 35 (7TH STREET) FOR
 AM0531'0.9 MILE TO A TRAFFIC LIGHT AT A CROSS STREET.  TURN RIGHT
 AM0531'AND GO SOUTH ON NICOLS AVENUE FOR 0.5 MILE TO A FORK.  TAKE
 AM0531'THE LEFT FORK AND GO SOUTHEAST AND EASTERLY 4.6 MILES TO A
 AM0531'T-INTERSECTION.  TURN LEFT AND GO EAST FOR 0.6 MILE TO THE
 AM0531'AZIMUTH MARK (R.M. NO. 2) ON THE RIGHT.  CONTINUE AHEAD ON THE
 AM0531'MAIN ROAD FOR 0.4 MILE TO A POINT WHERE THE ROAD MAKES A
 AM0531'SHARP TURN TO THE RIGHT AND THE STATION AS DESCRIBED.
 AM0531'
 AM0531'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AM0531'SOUTHEAST OF BAY CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1144 ***********************************************************************
 CA1144  DESIGNATION -  STEM
 CA1144  PID         -  CA1144
 CA1144  STATE/COUNTY-  TX/CONCHO
 CA1144  USGS QUAD   -  MILLERSVIEW SE (1987)
 CA1144
 CA1144                         *CURRENT SURVEY CONTROL
 CA1144  ___________________________________________________________________
 CA1144* NAD 83(1993)-  31 15 40.60604(N)    099 50 42.37108(W)     ADJUSTED  
 CA1144* NAVD 88     -       657.8    (meters)    2158.     (feet)  VERTCON   
 CA1144  ___________________________________________________________________
 CA1144  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CA1144  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CA1144
 CA1144  HORZ ORDER  -  SECOND
 CA1144
 CA1144.The horizontal coordinates were established by classical geodetic methods
 CA1144.and adjusted by the National Geodetic Survey in February 1996..
 CA1144
 CA1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1144
 CA1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1144
 CA1144.The geoid height was determined by GEOID03.
 CA1144
 CA1144;                    North         East     Units Scale Factor Converg.
 CA1144;SPC TX C     - 3,176,873.801   746,495.281   MT  0.99989199   +0 15 05.3
 CA1144;SPC TX C     -10,422,793.46  2,449,126.60   sFT  0.99989199   +0 15 05.3
 CA1144;UTM  14      - 3,458,866.791   419,540.793   MT  0.99967985   -0 26 18.9
 CA1144
 CA1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1144!SPC TX C     -   0.99990047  x   0.99989199  =   0.99979247
 CA1144!UTM  14      -   0.99990047  x   0.99967985  =   0.99958035
 CA1144
 CA1144|---------------------------------------------------------------------|
 CA1144| PID    Reference Object                     Distance      Geod. Az  |
 CA1144|                                                           dddmmss.s |
 CA1144| CV6410 STEM RM 1                            15.267 METERS 00047     |
 CA1144| CV6411 STEM RM 2                            15.214 METERS 18047     |
 CA1144| CA1145 HALL                                APPROX. 3.2 KM 3333143.8 |
 CA1144|---------------------------------------------------------------------|
 CA1144
 CA1144                          SUPERSEDED SURVEY CONTROL
 CA1144
 CA1144  NAD 83(1986)-  31 15 40.61328(N)    099 50 42.35673(W) AD(       ) 2
 CA1144  NAD 27      -  31 15 40.02531(N)    099 50 41.09546(W) AD(       ) 2
 CA1144  NGVD 29 (07/19/86)  657.7    (m)         2158.     (f) VERT ANG       
 CA1144
 CA1144.Superseded values are not recommended for survey control.
 CA1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1144.See file dsdata.txt to determine how the superseded data were derived.
 CA1144
 CA1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1954158867(NAD 83)
 CA1144_MARKER: DD = SURVEY DISK
 CA1144_SETTING: 0 = UNSPECIFIED SETTING
 CA1144
 CA1144  HISTORY     - Date     Condition        Report By
 CA1144  HISTORY     - 1971     MONUMENTED       USGS
 CA1144  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA1144
 CA1144                          STATION DESCRIPTION
 CA1144
 CA1144'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1144'THE STATION IS LOCATED DUE NORTH 3 MILES FROM EDEN, TEXAS,
 CA1144'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83.  229 FEET SOUTH OF A
 CA1144'FENCE EAST, AND 47 FEET EAST OF CENTER LINE OF THE HIGHWAY.
 CA1144'
 CA1144'TO REACH FROM EDEN, TEXAS, GO 3.0 MILES NORTH ON U.S. HIGHWAY
 CA1144'83 TO THE STATION SITE ON THE RIGHT.  3.5 FEET WEST OF A
 CA1144'USGS WITNESS SIGN MOUNTED ON THE EAST RIGHT-OF-WAY FENCE.
 CA1144'
 CA1144'STATION MARK AND THE TWO REFERENCE MARKS ARE ALL STANDARD
 CA1144'BRONZE TABLETS, SOLDERED TO COPPER COATED STEEL RODS, CENTERED IN
 CA1144'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED WITH
 CA1144'GRAVEL.  THE TABLETS ARE FLUSH WITH THE GROUND.
 CA1144'
 CA1144'STATION MARK--THE ROD IS DRIVEN TO REFUSAL 8.5 FEET, TABLET
 CA1144'STAMPED STEM ET 1971.
 CA1144'
 CA1144'REFERENCE MARK NO. 1--THE ROD IS DRIVEN TO REFUSAL 7.5 FEET,
 CA1144'TABLET STAMPED STEM ET NO. 1 1971.
 CA1144'
 CA1144'REFERENCE MARK NO. 2--THE ROD IS DRIVEN TO REFUSAL 9.0 FEET,
 CA1144'TABLET STAMPED STEM ET NO. 2 1971.
 CA1144'
 CA1144'STATION HALL ET 1967 IS VISIBLE FROM THE GROUND AT THIS
 CA1144'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1144'
 CA1144'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 CA1144
 CA1144                          STATION RECOVERY (1999)
 CA1144
 CA1144'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1005 ***********************************************************************
 CT1005  DESIGNATION -  STEPENVILLE CITY WATER TANK
 CT1005  PID         -  CT1005
 CT1005  STATE/COUNTY-  TX/ERATH
 CT1005  USGS QUAD   -  STEPHENVILLE (1979)
 CT1005
 CT1005                         *CURRENT SURVEY CONTROL
 CT1005  ___________________________________________________________________
 CT1005* NAD 83(1993)-  32 13 17.32663(N)    098 12 27.91965(W)     ADJUSTED  
 CT1005* NAVD 88     -                                                        
 CT1005  ___________________________________________________________________
 CT1005  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CT1005  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CT1005
 CT1005  HORZ ORDER  -  THIRD
 CT1005
 CT1005.The horizontal coordinates were established by classical geodetic methods
 CT1005.and adjusted by the National Geodetic Survey in February 1996..
 CT1005
 CT1005
 CT1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1005
 CT1005.The geoid height was determined by GEOID03.
 CT1005
 CT1005;                    North         East     Units Scale Factor Converg.
 CT1005;SPC TXNC     - 2,061,563.006   627,547.841   MT  0.99997675   +0 09 33.8
 CT1005;SPC TXNC     - 6,763,644.63  2,058,879.88   sFT  0.99997675   +0 09 33.8
 CT1005;UTM  14      - 3,565,260.670   574,652.325   MT  0.99966872   +0 25 20.8
 CT1005
 CT1005                          SUPERSEDED SURVEY CONTROL
 CT1005
 CT1005  NAD 83(1986)-  32 13 17.33189(N)    098 12 27.90133(W) AD(       ) 4
 CT1005  NAD 27      -  32 13 16.82957(N)    098 12 26.75306(W) AD(       ) 3
 CT1005
 CT1005.Superseded values are not recommended for survey control.
 CT1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1005.See file dsdata.txt to determine how the superseded data were derived.
 CT1005
 CT1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7465265261(NAD 83)
 CT1005_MARKER: 53 = ELEVATED TANK
 CT1005
 CT1005  HISTORY     - Date     Condition        Report By
 CT1005  HISTORY     - 1944     FIRST OBSERVED   CGS
 CT1005  HISTORY     - 1954     GOOD             CGS
 CT1005  HISTORY     - 1967     GOOD             CGS
 CT1005  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT1005
 CT1005                          STATION DESCRIPTION
 CT1005
 CT1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CT1005'TANK IS LOCATED IN STEPHENVILLE AT THE CORNER OF PADDOCK
 CT1005'AND VANDERBILT STREETS.  IT IS A LARGE ALUMINUM-PAINTED TANK
 CT1005'ABOUT 137 FEET HIGH, WITH A 40-FOOT BASE, FOUR LEGS, AND A
 CT1005'10-INCH PIPE RUNNING FROM GROUND TO THE CENTER OF THE MAIN
 CT1005'TANK.  IT IS OWNED BY THE CITY OF STEPHENVILLE AND WAS BUILT
 CT1005'IN 1932 FOR THE PURPOSE OF WATER STORAGE FOR THE CITY.
 CT1005'
 CT1005'THIS IS AN INTERSECTION STATION.
 CT1005
 CT1005                          STATION RECOVERY (1954)
 CT1005
 CT1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CT1005'TANK IS STILL IN PLACE IN GOOD CONDITION AS DESCRIBED.
 CT1005'
 CT1005'THIS IS AN INTERSECTION STATION.
 CT1005
 CT1005                          STATION RECOVERY (1967)
 CT1005
 CT1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CT1005'THE BALL AT THE TOP CENTER OF THE STEPHENVILLE MUNICIPAL WATER
 CT1005'TANK, LOCATED NEAR THE CENTER OF STEPHENVILLE, ON THE NORTH SIDE
 CT1005'OF WEST SLOAN AND ON THE WEST SIDE OF NORTH PADDOCK.  THE
 CT1005'TANK IS PAINTED SILVER, SUPPORTED BY A 4-LEGGED STEEL STRUCTURE
 CT1005'AND IS ABOUT 125 FEET HIGH.
 CT1005
 CT1005                          STATION RECOVERY (1999)
 CT1005
 CT1005'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0307 ***********************************************************************
 CT0307  DESIGNATION -  STEPHENS
 CT0307  PID         -  CT0307
 CT0307  STATE/COUNTY-  TX/STEPHENS
 CT0307  USGS QUAD   -  BRECKENRIDGE (1958)
 CT0307
 CT0307                         *CURRENT SURVEY CONTROL
 CT0307  ___________________________________________________________________
 CT0307* NAD 83(1986)-  32 45 20.     (N)    098 54 15.     (W)     SCALED    
 CT0307* NAVD 88     -       368.529  (meters)    1209.08   (feet)  ADJUSTED  
 CT0307  ___________________________________________________________________
 CT0307  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT0307  DYNAMIC HT  -         368.070 (meters)    1207.58  (feet)  COMP
 CT0307  MODELED GRAV-     979,381.9   (mgal)                       NAVD 88
 CT0307
 CT0307  VERT ORDER  -  SECOND    CLASS 0
 CT0307
 CT0307.The horizontal coordinates were scaled from a topographic map and have
 CT0307.an estimated accuracy of +/- 6 seconds.
 CT0307
 CT0307.The orthometric height was determined by differential leveling
 CT0307.and adjusted by the National Geodetic Survey in June 1991..
 CT0307
 CT0307.The geoid height was determined by GEOID03.
 CT0307
 CT0307.The dynamic height is computed by dividing the NAVD 88
 CT0307.geopotential number by the normal gravity value computed on the
 CT0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0307.degrees latitude (g = 980.6199 gals.).
 CT0307
 CT0307.The modeled gravity was interpolated from observed gravity values.
 CT0307
 CT0307;                    North         East    Units  Estimated Accuracy
 CT0307;SPC TXNC     - 2,120,820.      562,130.      MT  (+/- 180 meters Scaled)
 CT0307
 CT0307                          SUPERSEDED SURVEY CONTROL
 CT0307
 CT0307  NGVD 29 (??/??/92)  368.432  (m)         1208.76   (f) ADJ UNCH    2 0
 CT0307
 CT0307.Superseded values are not recommended for survey control.
 CT0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0307.See file dsdata.txt to determine how the superseded data were derived.
 CT0307
 CT0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB089241(NAD 83)
 CT0307_MARKER: DB = BENCH MARK DISK
 CT0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0307_SP_SET: BUILDING
 CT0307_STAMPING: STEPHENS 1933
 CT0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0307
 CT0307  HISTORY     - Date     Condition        Report By
 CT0307  HISTORY     - 1933     MONUMENTED       CGS
 CT0307  HISTORY     - 1957     GOOD             NGS
 CT0307
 CT0307                          STATION DESCRIPTION
 CT0307
 CT0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0307'IN BRECKENRIDGE.
 CT0307'AT BRECKENRIDGE, STEPHENS COUNTY, AT THE COUNTY COURTHOUSE, 1 FOOT
 CT0307'WEST OF THE SOUTHEAST CORNER OF THE BUILDING, IN THE TOP OF THE SOUTH
 CT0307'FACADE, AND 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 CT0307'STEPHENS 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3223 ***********************************************************************
 BK3223  DESIGNATION -  STEPHENSON
 BK3223  PID         -  BK3223
 BK3223  STATE/COUNTY-  TX/ORANGE
 BK3223  USGS QUAD   -  TERRY (1974)
 BK3223
 BK3223                         *CURRENT SURVEY CONTROL
 BK3223  ___________________________________________________________________
 BK3223* NAD 83(1993)-  30 04 54.64245(N)    093 59 39.46713(W)     ADJUSTED  
 BK3223* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BK3223  ___________________________________________________________________
 BK3223  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BK3223  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK3223
 BK3223  HORZ ORDER  -  FIRST
 BK3223
 BK3223.The horizontal coordinates were established by classical geodetic methods
 BK3223.and adjusted by the National Geodetic Survey in February 1996..
 BK3223
 BK3223.The orthometric height was scaled from a topographic map.
 BK3223
 BK3223.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3223
 BK3223.The geoid height was determined by GEOID03.
 BK3223
 BK3223;                    North         East     Units Scale Factor Converg.
 BK3223;SPC TX C     - 3,063,434.036 1,310,802.673   MT  1.00000948   +3 15 53.9
 BK3223;SPC TX C     -10,050,616.50  4,300,525.10   sFT  1.00000948   +3 15 53.9
 BK3223;SPC TXSC     - 4,259,526.876 1,082,412.484   MT  0.99994801   +2 27 08.5
 BK3223;SPC TXSC     -13,974,797.76  3,551,214.96   sFT  0.99994801   +2 27 08.5
 BK3223;UTM  15      - 3,328,271.281   404,178.789   MT  0.99971328   -0 29 54.3
 BK3223
 BK3223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3223!SPC TX C     -   1.00000400  x   1.00000948  =   1.00001348
 BK3223!SPC TXSC     -   1.00000400  x   0.99994801  =   0.99995201
 BK3223!UTM  15      -   1.00000400  x   0.99971328  =   0.99971727
 BK3223
 BK3223:                Primary Azimuth Mark                     Grid Az
 BK3223:SPC TX C     -  STEPHENSON RM 1                          178 23 24.3
 BK3223:SPC TXSC     -  STEPHENSON RM 1                          179 12 09.7
 BK3223:UTM  15      -  STEPHENSON RM 1                          182 09 12.5
 BK3223
 BK3223|---------------------------------------------------------------------|
 BK3223| PID    Reference Object                     Distance      Geod. Az  |
 BK3223|                                                           dddmmss.s |
 BK3223| CV8422 STEPHENSON RM 1                                    1813918.2 |
 BK3223| BL2062 NECHES RIVER POWER LINE E TWR       APPROX. 4.4 KM 2293744.2 |
 BK3223| BL2058 NECHES RIVER POWER LINE W TWR       APPROX. 4.6 KM 2313619.7 |
 BK3223| BL2085 BEAUMONT TERM DOCKS MUN TANK        APPROX. 9.1 KM 2682638.7 |
 BK3223| BL2073 BEAUMONT HOTEL T IN HOTEL           APPROX.10.0 KM 2695845.0 |
 BK3223| BL2065 BEAUMONT SAN JACINTO BLDG TWR       APPROX.10.0 KM 2701341.5 |
 BK3223| CV8423 STEPHENSON RM 2                      38.984 METERS 30626     |
 BK3223|---------------------------------------------------------------------|
 BK3223
 BK3223                          SUPERSEDED SURVEY CONTROL
 BK3223
 BK3223  NAD 83(1993)-  30 04 54.64201(N)    093 59 39.46707(W) AD(       ) 1
 BK3223  NAD 83(1986)-  30 04 54.65893(N)    093 59 39.44902(W) AD(       ) 1
 BK3223  NAD 27      -  30 04 53.89700(N)    093 59 38.82300(W) AD(       ) 1
 BK3223
 BK3223.Superseded values are not recommended for survey control.
 BK3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3223.See file dsdata.txt to determine how the superseded data were derived.
 BK3223
 BK3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0417928271(NAD 83)
 BK3223_MARKER: DS = TRIANGULATION STATION DISK
 BK3223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3223
 BK3223  HISTORY     - Date     Condition        Report By
 BK3223  HISTORY     - 1931     MONUMENTED       CGS
 BK3223  HISTORY     - 1957     GOOD             USGS
 BK3223  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK3223
 BK3223                          STATION DESCRIPTION
 BK3223
 BK3223'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK3223'ABOUT 6 MILES E OF BEAUMONT, AND 2 MILES S OF VIDOR, A SMALL
 BK3223'SETTLEMENT ON U.S. HIGHWAY 90, ON LAND OWNED AND OCCUPIED BY
 BK3223'G.E. STEPHENSON, IN AN OPEN SPACE, JUST N OF A WOOD PILE, 84
 BK3223'FEET E OF CENTER LINE OF ROAD, 31 FEET NW OF A FORKED POST-OAK
 BK3223'TREE AT NW CORNER OF CHICKEN HOUSE.
 BK3223'
 BK3223'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BK3223'DISKS SET IN CONCRETE.
 BK3223'
 BK3223'REFERENCE MARK NO. 1 IS IN AN OLD ABANDONED FENCE LINE N OF
 BK3223'ROAD, JUST S OF CURVE, 30 FEET NW OF WOODEN CULVERT, AND 0.2
 BK3223'MILE FROM STATION, S 01 DEG 40 MIN W.
 BK3223'
 BK3223'REFERENCE MARK NO. 2 IS 20 FEET W OF CENTER LINE OF ROAD,
 BK3223'AND 127.9 FEET FROM STATION, N 53 DEG 34 MIN W.
 BK3223'
 BK3223'STATION REACHED BY U.S. HIGHWAY 90 TO VIDOR, ABOUT 7 MILES
 BK3223'E OF BEAUMONT.  THERE TAKE SHELL ROAD LEADING S AT FILLING
 BK3223'STATION AND GO S 2 MILES TO FORK, THE ROAD BEING DIRT S OF
 BK3223'RAILROAD.  TAKE LEFT FORK 1.2 MILES TO STEPHENSONS HOUSE.
 BK3223
 BK3223                          STATION RECOVERY (1957)
 BK3223
 BK3223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BK3223'CHANGE DESCRIPTION--ABOUT 6 MILES EAST OF BEAUMONT AND 3.4 MILES
 BK3223'SE OF VIDOR ON LAND OWNED BY G.E. STEPHENSON, ABOUT 15 FEET
 BK3223'SOUTH OF CENTERLINE OF EW PRIVATE ROAD NEAR BEND TO SE TO HOUSE,
 BK3223'ABOUT 150 FEET NW OF HOUSE.
 BK3223'
 BK3223'DIRECTION--STATION REACHED FROM POST OFFICE AT BEAUMONT, GO
 BK3223'ABOUT 6-1/2 MILES ENE ON U.S. HIGHWAY 90 TO VIDOR, TO INTERSECTION
 BK3223'OF U.S. HIGHWAY 90 AND FARM ROAD 105, THENCE SE ALONG FARM
 BK3223'ROAD 105 TO INTERSECTION OF PRIVATE ROAD WEST GO WEST ON
 BK3223'PRIVATE ROAD ABOUT 0.3 MILE THROUGH GATE TO SHARP BEND TO LEFT
 BK3223'AND SE TO HOUSE.  STATION IS ABOUT 15 FEET SOUTH OF EAST
 BK3223'CENTERLINE OF ROAD AND ABOUT 70 FEET EAST OF N-S FENCE LINE
 BK3223'AND ABOUT 150 FEET N-W OF HOUSE.
 BK3223
 BK3223                          STATION RECOVERY (2004)
 BK3223
 BK3223'RECOVERY NOTE BY US POWER SQUADRON 2004 (HW)
 BK3223'COULD NOT ACCESS BECAUSE OF POSTED/PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7151 ***********************************************************************
 DH7151  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7151  DESIGNATION -  STEPHENVILLE CORS ARP
 DH7151  CORS_ID     -  TXST
 DH7151  PID         -  DH7151
 DH7151  STATE/COUNTY-  TX/ERATH
 DH7151  USGS QUAD   -  STEPHENVILLE (1979)
 DH7151
 DH7151                         *CURRENT SURVEY CONTROL
 DH7151  ___________________________________________________________________
 DH7151* NAD 83(CORS)-  32 13 57.31458(N)    098 10 55.86294(W)     ADJUSTED  
 DH7151* NAVD 88     -                                                        
 DH7151  ___________________________________________________________________
 DH7151  EPOCH DATE  -        2002.00
 DH7151  X           -    -768,629.065 (meters)                     COMP
 DH7151  Y           -  -5,345,690.180 (meters)                     COMP
 DH7151  Z           -   3,382,477.422 (meters)                     COMP
 DH7151  ELLIP HEIGHT-         377.77  (meters)          (11/??/05) GPS OBS
 DH7151  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DH7151
 DH7151  HORZ ORDER  -  SPECIAL (CORS)
 DH7151  ELLP ORDER  -  SPECIAL (CORS)
 DH7151
 DH7151.ITRF positions are available for this station.
 DH7151.The coordinates were established by GPS observations
 DH7151.and adjusted by the National Geodetic Survey in November 2005..
 DH7151.The coordinates are valid at the epoch date displayed above.
 DH7151.The epoch date for horizontal control is a decimal equivalence
 DH7151.of Year/Month/Day.
 DH7151
 DH7151
 DH7151.The PID for the CORS L1 Phase Center is DH7152.
 DH7151
 DH7151.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7151
 DH7151.The ellipsoidal height was determined by GPS observations
 DH7151.and is referenced to NAD 83.
 DH7151
 DH7151.The geoid height was determined by GEOID03.
 DH7151
 DH7151;                    North         East     Units Scale Factor Converg.
 DH7151;SPC TXNC     - 2,062,801.718   629,954.536   MT  0.99997399   +0 10 24.0
 DH7151;SPC TXNC     - 6,767,708.64  2,066,775.84   sFT  0.99997399   +0 10 24.0
 DH7151
 DH7151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7151!SPC TXNC     -   0.99994069  x   0.99997399  =   0.99991468
 DH7151
 DH7151                          SUPERSEDED SURVEY CONTROL
 DH7151
 DH7151.No superseded survey control is available for this station.
 DH7151
 DH7151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7705366510(NAD 83)
 DH7151_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7151
 DH7151                          STATION DESCRIPTION
 DH7151
 DH7151'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7151'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7151'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7151'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7151'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7151'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7152 ***********************************************************************
 DH7152  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7152  DESIGNATION -  STEPHENVILLE CORS L1 PHASE CENTER
 DH7152  CORS_ID     -  TXST
 DH7152  PID         -  DH7152
 DH7152  STATE/COUNTY-  TX/ERATH
 DH7152  USGS QUAD   -  STEPHENVILLE (1979)
 DH7152
 DH7152                         *CURRENT SURVEY CONTROL
 DH7152  ___________________________________________________________________
 DH7152* NAD 83(CORS)-  32 13 57.31459(N)    098 10 55.86292(W)     ADJUSTED  
 DH7152* NAVD 88     -                                                        
 DH7152  ___________________________________________________________________
 DH7152  EPOCH DATE  -        2002.00
 DH7152  X           -    -768,629.073 (meters)                     COMP
 DH7152  Y           -  -5,345,690.238 (meters)                     COMP
 DH7152  Z           -   3,382,477.460 (meters)                     COMP
 DH7152  ELLIP HEIGHT-         377.84  (meters)          (11/??/05) GPS OBS
 DH7152  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DH7152
 DH7152  HORZ ORDER  -  SPECIAL (CORS)
 DH7152  ELLP ORDER  -  SPECIAL (CORS)
 DH7152
 DH7152.ITRF positions are available for this station.
 DH7152.The coordinates were established by GPS observations
 DH7152.and adjusted by the National Geodetic Survey in November 2005..
 DH7152.The coordinates are valid at the epoch date displayed above.
 DH7152.The epoch date for horizontal control is a decimal equivalence
 DH7152.of Year/Month/Day.
 DH7152
 DH7152
 DH7152.The PID for the CORS ARP is DH7151.
 DH7152
 DH7152.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7152
 DH7152.The ellipsoidal height was determined by GPS observations
 DH7152.and is referenced to NAD 83.
 DH7152
 DH7152.The geoid height was determined by GEOID03.
 DH7152
 DH7152;                    North         East     Units Scale Factor Converg.
 DH7152;SPC TXNC     - 2,062,801.718   629,954.536   MT  0.99997399   +0 10 24.0
 DH7152;SPC TXNC     - 6,767,708.64  2,066,775.84   sFT  0.99997399   +0 10 24.0
 DH7152
 DH7152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7152!SPC TXNC     -   0.99994068  x   0.99997399  =   0.99991467
 DH7152
 DH7152                          SUPERSEDED SURVEY CONTROL
 DH7152
 DH7152.No superseded survey control is available for this station.
 DH7152
 DH7152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7705366510(NAD 83)
 DH7152_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7152
 DH7152                          STATION DESCRIPTION
 DH7152
 DH7152'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7152'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7152'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7152'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7152'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7152'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1007 ***********************************************************************
 CT1007  DESIGNATION -  STEPHENVILLE COURTHOUSE
 CT1007  PID         -  CT1007
 CT1007  STATE/COUNTY-  TX/ERATH
 CT1007  USGS QUAD   -  STEPHENVILLE (1979)
 CT1007
 CT1007                         *CURRENT SURVEY CONTROL
 CT1007  ___________________________________________________________________
 CT1007* NAD 83(1993)-  32 13 12.53458(N)    098 12 08.31657(W)     ADJUSTED  
 CT1007* NAVD 88     -                                                        
 CT1007  ___________________________________________________________________
 CT1007  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CT1007  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CT1007
 CT1007  HORZ ORDER  -  THIRD
 CT1007
 CT1007.The horizontal coordinates were established by classical geodetic methods
 CT1007.and adjusted by the National Geodetic Survey in February 1996..
 CT1007
 CT1007
 CT1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1007
 CT1007.The geoid height was determined by GEOID03.
 CT1007
 CT1007;                    North         East     Units Scale Factor Converg.
 CT1007;SPC TXNC     - 2,061,416.842   628,061.548   MT  0.99997709   +0 09 44.5
 CT1007;SPC TXNC     - 6,763,165.09  2,060,565.26   sFT  0.99997709   +0 09 44.5
 CT1007;UTM  14      - 3,565,116.909   575,166.539   MT  0.99966967   +0 25 31.2
 CT1007
 CT1007                          SUPERSEDED SURVEY CONTROL
 CT1007
 CT1007  NAD 83(1986)-  32 13 12.53978(N)    098 12 08.29826(W) AD(       ) 4
 CT1007  NAD 27      -  32 13 12.03400(N)    098 12 07.15200(W) AD(       ) 3
 CT1007
 CT1007.Superseded values are not recommended for survey control.
 CT1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1007.See file dsdata.txt to determine how the superseded data were derived.
 CT1007
 CT1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7516765117(NAD 83)
 CT1007
 CT1007  HISTORY     - Date     Condition        Report By
 CT1007  HISTORY     - 1902     FIRST OBSERVED   CGS
 CT1007  HISTORY     - 1967     GOOD             CGS
 CT1007  HISTORY     - 19990828 GOOD             USPSQD
 CT1007
 CT1007                          STATION DESCRIPTION
 CT1007
 CT1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CT1007'THE BALL ON THE APEX OF THE STEPHENVILLE ERATH COUNTY COURTHOUSE
 CT1007'BUILDING, LOCATED IN THE CITY SQUARE IN THE CENTER OF STEPHENVILLE.
 CT1007'THE OVERALL HEIGHT IS ABOUT 100 FEET.
 CT1007
 CT1007                          STATION RECOVERY (1999)
 CT1007
 CT1007'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1012 ***********************************************************************
 CT1012  DESIGNATION -  STEPHENVILLE RAD STA KSTV MAST
 CT1012  PID         -  CT1012
 CT1012  STATE/COUNTY-  TX/ERATH
 CT1012  USGS QUAD   -  STEPHENVILLE (1979)
 CT1012
 CT1012                         *CURRENT SURVEY CONTROL
 CT1012  ___________________________________________________________________
 CT1012* NAD 83(1993)-  32 12 08.52515(N)    098 14 54.50391(W)     ADJUSTED  
 CT1012* NAVD 88     -                                                        
 CT1012  ___________________________________________________________________
 CT1012  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CT1012  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CT1012
 CT1012  HORZ ORDER  -  THIRD
 CT1012
 CT1012.The horizontal coordinates were established by classical geodetic methods
 CT1012.and adjusted by the National Geodetic Survey in February 1996..
 CT1012
 CT1012
 CT1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1012
 CT1012.The geoid height was determined by GEOID03.
 CT1012
 CT1012;                    North         East     Units Scale Factor Converg.
 CT1012;SPC TXNC     - 2,059,433.836   623,714.737   MT  0.99998160   +0 08 13.9
 CT1012;SPC TXNC     - 6,756,659.18  2,046,304.10   sFT  0.99998160   +0 08 13.9
 CT1012;UTM  14      - 3,563,114.589   570,830.242   MT  0.99966187   +0 24 01.8
 CT1012
 CT1012                          SUPERSEDED SURVEY CONTROL
 CT1012
 CT1012  NAD 83(1986)-  32 12 08.53157(N)    098 14 54.48610(W) AD(       ) 4
 CT1012  NAD 27      -  32 12 08.02751(N)    098 14 53.33683(W) AD(       ) 3
 CT1012
 CT1012.Superseded values are not recommended for survey control.
 CT1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1012.See file dsdata.txt to determine how the superseded data were derived.
 CT1012
 CT1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7083063115(NAD 83)
 CT1012_MARKER: 42 = RADIO/TV MAST
 CT1012
 CT1012  HISTORY     - Date     Condition        Report By
 CT1012  HISTORY     - 1967     FIRST OBSERVED   CGS
 CT1012  HISTORY     - 19990828 GOOD             USPSQD
 CT1012
 CT1012                          STATION DESCRIPTION
 CT1012
 CT1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CT1012'THE RED LIGHT ON TOP OF THE STEPHENVILLE RADIO MAST.  IT IS
 CT1012'A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED
 CT1012'IN ALTERNATE BANDS OF RED AND WHITE, AND IS ABOUT 210 FEET
 CT1012'TALL.  IT IS LOCATED ABOUT 2 MILES WEST OF STEPHENVILLE AND 0.1
 CT1012'MILE NORTH OF U.S. HIGHWAY 377.
 CT1012
 CT1012                          STATION RECOVERY (1999)
 CT1012
 CT1012'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1001 ***********************************************************************
 CT1001  DESIGNATION -  STEPHENVILLE S BASE
 CT1001  PID         -  CT1001
 CT1001  STATE/COUNTY-  TX/ERATH
 CT1001  USGS QUAD   -  JOHNSVILLE (1976)
 CT1001
 CT1001                         *CURRENT SURVEY CONTROL
 CT1001  ___________________________________________________________________
 CT1001* NAD 83(1993)-  32 08 19.21930(N)    098 07 00.05021(W)     ADJUSTED  
 CT1001* NAVD 88     -       400.4    (meters)    1314.     (feet)  VERTCON   
 CT1001  ___________________________________________________________________
 CT1001  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CT1001  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CT1001
 CT1001  HORZ ORDER  -  FIRST
 CT1001
 CT1001.The horizontal coordinates were established by classical geodetic methods
 CT1001.and adjusted by the National Geodetic Survey in February 1996..
 CT1001
 CT1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1001
 CT1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1001
 CT1001.The geoid height was determined by GEOID03.
 CT1001
 CT1001;                    North         East     Units Scale Factor Converg.
 CT1001;SPC TXNC     - 2,052,408.255   636,166.298   MT  0.99999853   +0 12 32.6
 CT1001;SPC TXNC     - 6,733,609.42  2,087,155.60   sFT  0.99999853   +0 12 32.6
 CT1001;SPC TX C     - 3,276,138.947   909,145.211   MT  1.00007858   +1 08 30.1
 CT1001;SPC TX C     -10,748,465.86  2,982,753.91   sFT  1.00007858   +1 08 30.1
 CT1001;UTM  14      - 3,556,148.251   583,309.862   MT  0.99968559   +0 28 11.7
 CT1001
 CT1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1001!SPC TXNC     -   0.99994147  x   0.99999853  =   0.99994000
 CT1001!SPC TX C     -   0.99994147  x   1.00007858  =   1.00002005
 CT1001!UTM  14      -   0.99994147  x   0.99968559  =   0.99962708
 CT1001
 CT1001|---------------------------------------------------------------------|
 CT1001| PID    Reference Object                     Distance      Geod. Az  |
 CT1001|                                                           dddmmss.s |
 CT1001| CX8722 STEPHENVILLE S BASE RM 2             25.314 METERS 05215     |
 CT1001| CX8720 STEPHENVILLE S BASE AZ MK                          0645340.1 |
 CT1001| CX8723 STEPHENVILLE S BASE RM 3             25.880 METERS 15142     |
 CT1001| CX8721 STEPHENVILLE S BASE RM               24.722 METERS 22432     |
 CT1001| CT1007 STEPHENVILLE COURTHOUSE             APPROX.12.1 KM 3181354.3 |
 CT1001|---------------------------------------------------------------------|
 CT1001
 CT1001                          SUPERSEDED SURVEY CONTROL
 CT1001
 CT1001  NAD 83(1986)-  32 08 19.22454(N)    098 07 00.03117(W) AD(       ) 1
 CT1001  NAD 27      -  32 08 18.70900(N)    098 06 58.89500(W) AD(       ) 1
 CT1001  NGVD 29 (07/19/86)  400.3    (m)         1313.     (f) VERT ANG       
 CT1001
 CT1001.Superseded values are not recommended for survey control.
 CT1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1001.See file dsdata.txt to determine how the superseded data were derived.
 CT1001
 CT1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA8331056148(NAD 83)
 CT1001_MARKER: DS = TRIANGULATION STATION DISK
 CT1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1001
 CT1001  HISTORY     - Date     Condition        Report By
 CT1001  HISTORY     - 1900     MONUMENTED       CGS
 CT1001  HISTORY     - 1937     SEE DESCRIPTION  CGS
 CT1001  HISTORY     - 1940     POOR             TSI
 CT1001  HISTORY     - 1944     SEE DESCRIPTION  CGS
 CT1001  HISTORY     - 1954     GOOD             CGS
 CT1001  HISTORY     - 1960     GOOD             CGS
 CT1001  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT1001
 CT1001                          STATION DESCRIPTION
 CT1001
 CT1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (ALB)
 CT1001'STATION IS ABOUT 1 MILE S OF W FROM SELDEN, 8 MILES SE FROM
 CT1001'STEPHENVILLE, NEAR THE S EXTREMITY OF A LOW WOODED RIDGE, ABOUT
 CT1001'325 YARDS S OF THE HOUSE OF THOMAS PERRY.
 CT1001'
 CT1001'SURFACE MARK IS OLD TYPE STATION MARK IN LIMESTONE BLOCK SET IN
 CT1001'CONCRETE.  UNDERGROUND MARK IS A COPPER BOLT IN LIMESTONE BLOCK SET
 CT1001'IN CONCRETE.  REFERENCE MARK IS A CROSS CUT IN A STONE, WHICH IS
 CT1001'ABOUT 12 BY 4 BY 30 INCHES DEEP AND MARKED WITH THE LETTERS U.S.
 CT1001'
 CT1001'REFERENCE MARK IS 2 METERS (6.6 FEET) FROM A TREE BLAZED
 CT1001'WITH A TRIANGLE AND 24.722 METERS (81.11 FEET) FROM THE STATION
 CT1001'S 44 DEG 32 MIN W.
 CT1001
 CT1001                          STATION RECOVERY (1937)
 CT1001
 CT1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 CT1001'STATION IS ABOUT 1 MILE WSW OF THE VILLAGE OF ELDEN, ABOUT
 CT1001'8 MILES SE OF STEPHENVILLE, ON A FARM NOW OWNED BY E.H. MC GHEE.
 CT1001'
 CT1001'THE UNDERGROUND MARK IS THE ONLY REMAINING MARK.  THE MARK
 CT1001'WAS ORIGINALLY A 2-FOOT SQUARE LIMESTONE BLOCK EMBEDDED IN A
 CT1001'4-FOOT SQUARE OF CONCRETE WHICH WAS ABOUT 3 FEET DEEP IN THE
 CT1001'GROUND.  THE UNDERGROUND MARK IS A BRONZE BOLT EMBEDDED IN
 CT1001'CONCRETE ABOUT 3 FEET BELOW THE SURFACE IN THE CENTER OF A HOLLOW
 CT1001'TUBE MADE OF CONCRETE AND ABOUT 10 INCHES SQUARE.  THE SURFACE
 CT1001'MARK HAS BEEN REMOVED BY VANDALS AND AN EFFORT WAS MADE TO
 CT1001'REMOVE THE 4-FOOT SQUARE BLOCK OF CONCRETE WHICH IS NOW LITTLE
 CT1001'MORE THAN AN IRREGULAR MASS OF CONCRETE ABOUT 2 FEET BELOW
 CT1001'THE SURFACE.  THE TUBE WAS COVERED WITH FLAT ROCKS AND
 CT1001'COVERED WITH DIRT, THEN THE OLD STATION MARK WAS ROLLED
 CT1001'BACK INTO THE HOLE OVER THE STATION.
 CT1001'
 CT1001'THE REFERENCE MARK HAS ALSO BEEN REMOVED.
 CT1001'
 CT1001'TO REACH FROM THE VILLAGE OF ELDEN, GO W ON THE MAIN GRADED
 CT1001'ROAD FROM THE ELDEN STORE FOR 0.6 MILE TO THE TOP OF THE DIVIDE.
 CT1001'THEN TURN LEFT THROUGH THE GATE AND GO S ON THE FARM ROAD FOR 0.1
 CT1001'MILE TO THE HOUSE.  CONTINUE S ON THE FARM ROAD FOR 0.1 MILE
 CT1001'TO THE END OF TRUCK TRAVEL NEAR THE S END OF THE WOODED RIDGE
 CT1001'AND NEAR THE S END OF THE GRADED AREA WHICH WAS A BORROW PIT.
 CT1001'THE STATION IS ABOUT 15 FEET E OF THE EDGE OF THE GRADE.
 CT1001
 CT1001                          STATION RECOVERY (1940)
 CT1001
 CT1001'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 CT1001'DESCRIPTION SATISFACTORY.  STATION MARK HAS BEEN DUG AROUND AND
 CT1001'SEEMS TO HAVE BEEN MOVED SLIGHTLY.
 CT1001
 CT1001                          STATION RECOVERY (1944)
 CT1001
 CT1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CT1001'UNDERGROUND MARK WAS RECOVERED AS DESCRIBED.  IT IS A COPPER
 CT1001'BOLT FLUSH WITH CONCRETE AND ABOUT 3 FEET BELOW THE SURFACE.
 CT1001'REFERENCE MARK 1 WAS NOT RECOVERED.  A NEW SURFACE MARK, TWO
 CT1001'NEW REFERENCE MARKS, AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 CT1001'NEW DESCRIPTION FOLLOWS--
 CT1001'
 CT1001'STATION IS LOCATED ABOUT 8 MILES SE OF STEPHENVILLE, 1 MILE
 CT1001'S OF W FROM SELDEN, NEAR THE S EXTREMITY OF A LOW WOODED
 CT1001'RIDGE, AND ABOUT 325 YARDS S OF THE HOUSE OF THOMAS PERRY.
 CT1001'
 CT1001'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CT1001'10-INCH SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES, 22
 CT1001'FEET E OF THE CENTER LINE OF THE TRACK ROAD, AND ON THE E
 CT1001'EDGE OF THE BORROW PIT.  IT IS STAMPED STEPHENVILLE S BASE
 CT1001'1902 1944.
 CT1001'
 CT1001'REFERENCE MARK 2 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE
 CT1001'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST NEAR
 CT1001'A TREE AND PROJECTS ABOUT 3 INCHES.  IT IS STAMPED STEPHENVILLE
 CT1001'S BASE 1944 NO 2.
 CT1001'
 CT1001'REFERENCE MARK 3 IS SE OF THE STATION.  IT IS A BRONZE REFERENCE
 CT1001'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 CT1001'ABOUT 3 INCHES.  IT IS STAMPED STEPHENVILLE S BASE NO 3 1944.
 CT1001'
 CT1001'AZIMUTH MARK IS ABOUT 0.80 MILE NE OF THE STATION, 75 FEET
 CT1001'NW OF THE NW CORNER OF A SMALL STONE MASONRY SCHOOLHOUSE,
 CT1001'30 FEET S OF THE CENTER LINE OF A DIRT ROAD, AND ABOUT 2.5
 CT1001'FEET S OF A FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN
 CT1001'THE TOP OF A CONCRETE POST 10 INCHES SQUARE AND PROJECTING
 CT1001'ABOUT 6 INCHES.  IT IS STAMPED STEPHENVILLE S BASE 1944.
 CT1001'
 CT1001'TO REACH THE STATION FROM STEPHENVILLE, GO NE ON U.S. HIGHWAYS
 CT1001'67 AND 281 FOR ABOUT 1.0 MILE TO THE JUNCTION, TURN RIGHT
 CT1001'AND FOLLOW HIGHWAY 281 FOR 6.65 MILES TO A T-ROAD LEFT AT
 CT1001'PLEASANT HILL METHODIST CHURCH ON THE RIGHT.  TURN LEFT ON
 CT1001'THE GRADED DIRT ROAD AND GO 1.40 MILES TO A TRACK ROAD LEADING
 CT1001'RIGHT THROUGH A WIRE GATE JUST BEFORE REACHING THE TOP OF A
 CT1001'GRADE, TURN RIGHT ON THE TRACK ROAD AND GO 0.10 MILE TO AN
 CT1001'UNPAINTED FARMHOUSE.  PASS AROUND THE HOUSE AND CONTINUE S
 CT1001'ALONG THE MAIN TRACK ROAD FOR 0.15 MILE TO A BORROW PIT AND THE
 CT1001'STATION.
 CT1001
 CT1001                          STATION RECOVERY (1954)
 CT1001
 CT1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CT1001'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED BY P.L.B.
 CT1001'IN 1944 IN GOOD CONDITION.
 CT1001
 CT1001                          STATION RECOVERY (1960)
 CT1001
 CT1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 CT1001'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CT1001'CONDITION.  STATION AND REFERENCE MARK ARE STANDARD DISKS SET IN
 CT1001'CONCRETE PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.  REFERENCE
 CT1001'MARK NO. 1 IS NORTHEAST OF THE STATION ABOUT 100 FEET.  STATION
 CT1001'IS 75 FEET FROM SOUTH END OF GRAVEL PIT AND 15 FEET EAST
 CT1001'OF GRAVEL PIT.
 CT1001'
 CT1001'TO REACH THE STATION FROM COURTHOUSE IN STEPHENVILLE,
 CT1001'GO SOUTH ON U.S. 67 AND U.S. 281 FOR 0.7 MILE.  TURN LEFT
 CT1001'WITH U.S. 67 FOR 7.6 MILE TO F.M. 913 RIGHT.  FOLLOW F.M.
 CT1001'913 3.0 MILES TO SELDEN STORE.  CONTINUE ON F.M. FOR 0.6 MILE
 CT1001'TO DRIVE LEFT TO FARM HOUSE.  TURN LEFT (SOUTH) ON DRIVE
 CT1001'AND FOLLOW DRIVE AROUND HOUSE AND CONTINUE 0.3 MILE FROM F.M.
 CT1001'TO GRAVEL PIT AND STATION.
 CT1001
 CT1001                          STATION RECOVERY (1999)
 CT1001
 CT1001'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1003 ***********************************************************************
 CT1003  DESIGNATION -  STEPHENVILLE TARLETON COLL TK
 CT1003  PID         -  CT1003
 CT1003  STATE/COUNTY-  TX/ERATH
 CT1003  USGS QUAD   -  STEPHENVILLE (1979)
 CT1003
 CT1003                         *CURRENT SURVEY CONTROL
 CT1003  ___________________________________________________________________
 CT1003* NAD 83(1993)-  32 12 55.74581(N)    098 13 04.36820(W)     ADJUSTED  
 CT1003* NAVD 88     -                                                        
 CT1003  ___________________________________________________________________
 CT1003  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CT1003  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CT1003
 CT1003  HORZ ORDER  -  THIRD
 CT1003
 CT1003.The horizontal coordinates were established by classical geodetic methods
 CT1003.and adjusted by the National Geodetic Survey in February 1996..
 CT1003
 CT1003
 CT1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1003
 CT1003.The geoid height was determined by GEOID03.
 CT1003
 CT1003;                    North         East     Units Scale Factor Converg.
 CT1003;SPC TXNC     - 2,060,895.662   626,595.254   MT  0.99997826   +0 09 13.9
 CT1003;SPC TXNC     - 6,761,455.18  2,055,754.60   sFT  0.99997826   +0 09 13.9
 CT1003;UTM  14      - 3,564,589.166   573,703.106   MT  0.99966699   +0 25 01.1
 CT1003
 CT1003                          SUPERSEDED SURVEY CONTROL
 CT1003
 CT1003  NAD 83(1986)-  32 12 55.75074(N)    098 13 04.34901(W) AD(       ) 4
 CT1003  NAD 27      -  32 12 55.26000(N)    098 13 03.22000(W) AD(       ) 3
 CT1003
 CT1003.Superseded values are not recommended for survey control.
 CT1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1003.See file dsdata.txt to determine how the superseded data were derived.
 CT1003
 CT1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7370364589(NAD 83)
 CT1003_MARKER: 51 = TANK
 CT1003
 CT1003  HISTORY     - Date     Condition        Report By
 CT1003  HISTORY     - 1944     FIRST OBSERVED   CGS
 CT1003  HISTORY     - 1954     GOOD             CGS
 CT1003  HISTORY     - 19990828 GOOD             USPSQD
 CT1003
 CT1003                          STATION DESCRIPTION
 CT1003
 CT1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CT1003'TANK IS LOCATED IN STEPHENVILLE, NEAR THE CORNER OF LILLIAN
 CT1003'AND WASHINGTON STREETS, AND ON THE CAMPUS OF THE JOHN TARLETON
 CT1003'AGRICULTURAL COLLEGE.  IT IS OWNED BY THE COLLEGE, IS ABOUT
 CT1003'75 FEET HIGH, ALUMINUM-PAINTED, AND BUILT ABOUT IN 1940.
 CT1003'
 CT1003'THIS IS AN INTERSECTION STATION.
 CT1003
 CT1003                          STATION RECOVERY (1954)
 CT1003
 CT1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CT1003'TANK IS STILL IN PLACE IN GOOD CONDITION AS DESCRIBED.
 CT1003'
 CT1003'THIS IS AN INTERSECTION STATION.
 CT1003
 CT1003                          STATION RECOVERY (1999)
 CT1003
 CT1003'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1009 ***********************************************************************
 CT1009  DESIGNATION -  STEPHENVILLE TELECOA CABLE MST
 CT1009  PID         -  CT1009
 CT1009  STATE/COUNTY-  TX/ERATH
 CT1009  USGS QUAD   -  STEPHENVILLE (1979)
 CT1009
 CT1009                         *CURRENT SURVEY CONTROL
 CT1009  ___________________________________________________________________
 CT1009* NAD 83(1993)-  32 13 39.94970(N)    098 13 38.71735(W)     ADJUSTED  
 CT1009* NAVD 88     -                                                        
 CT1009  ___________________________________________________________________
 CT1009  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CT1009  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CT1009
 CT1009  HORZ ORDER  -  THIRD
 CT1009
 CT1009.The horizontal coordinates were established by classical geodetic methods
 CT1009.and adjusted by the National Geodetic Survey in February 1996..
 CT1009
 CT1009
 CT1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1009
 CT1009.The geoid height was determined by GEOID03.
 CT1009
 CT1009;                    North         East     Units Scale Factor Converg.
 CT1009;SPC TXNC     - 2,062,254.862   625,692.259   MT  0.99997518   +0 08 55.2
 CT1009;SPC TXNC     - 6,765,914.49  2,052,792.02   sFT  0.99997518   +0 08 55.2
 CT1009;UTM  14      - 3,565,943.783   572,794.159   MT  0.99966535   +0 24 43.3
 CT1009
 CT1009                          SUPERSEDED SURVEY CONTROL
 CT1009
 CT1009  NAD 83(1986)-  32 13 39.95196(N)    098 13 38.69887(W) AD(       ) 4
 CT1009  NAD 27      -  32 13 39.44533(N)    098 13 37.54959(W) AD(       ) 3
 CT1009
 CT1009.Superseded values are not recommended for survey control.
 CT1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1009.See file dsdata.txt to determine how the superseded data were derived.
 CT1009
 CT1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7279465944(NAD 83)
 CT1009_MARKER: 42 = RADIO/TV MAST
 CT1009
 CT1009  HISTORY     - Date     Condition        Report By
 CT1009  HISTORY     - 1967     FIRST OBSERVED   CGS
 CT1009  HISTORY     - 19990828 GOOD             USPSQD
 CT1009
 CT1009                          STATION DESCRIPTION
 CT1009
 CT1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CT1009'THE RED LIGHT ON TOP OF THE TELEVISION MAST OF THE STEPHENVILLE,
 CT1009'TELECOA INC. TELEVISION CABLE SYSTEM.  IT IS A STRUCTURAL STEEL
 CT1009'MAST, TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 CT1009'OF RED AND WHITE, AND IS ABOUT 300 FEET TALL.  IT IS LOCATED
 CT1009'ABOUT 200 FEET WEST OF DAVIS AVE, 0.15 MILE NORTH OF FARM ROAD
 CT1009'8 AND 0.2 MILE NORTHEAST OF THE JUNCTION OF FARM ROADS 8 AND
 CT1009'2215 AT THE NORTHWEST EDGE OF STEPHENVILLE.
 CT1009
 CT1009                          STATION RECOVERY (1999)
 CT1009
 CT1009'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1008 ***********************************************************************
 CT1008  DESIGNATION -  STEPHENVILLE WEST MUN TANK
 CT1008  PID         -  CT1008
 CT1008  STATE/COUNTY-  TX/ERATH
 CT1008  USGS QUAD   -  STEPHENVILLE (1979)
 CT1008
 CT1008                         *CURRENT SURVEY CONTROL
 CT1008  ___________________________________________________________________
 CT1008* NAD 83(1993)-  32 13 07.12281(N)    098 13 17.30897(W)     ADJUSTED  
 CT1008* NAVD 88     -                                                        
 CT1008  ___________________________________________________________________
 CT1008  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CT1008  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CT1008
 CT1008  HORZ ORDER  -  THIRD
 CT1008
 CT1008.The horizontal coordinates were established by classical geodetic methods
 CT1008.and adjusted by the National Geodetic Survey in February 1996..
 CT1008
 CT1008
 CT1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1008
 CT1008.The geoid height was determined by GEOID03.
 CT1008
 CT1008;                    North         East     Units Scale Factor Converg.
 CT1008;SPC TXNC     - 2,061,245.194   626,255.460   MT  0.99997746   +0 09 06.9
 CT1008;SPC TXNC     - 6,762,601.94  2,054,639.79   sFT  0.99997746   +0 09 06.9
 CT1008;UTM  14      - 3,564,937.026   573,361.816   MT  0.99966637   +0 24 54.3
 CT1008
 CT1008                          SUPERSEDED SURVEY CONTROL
 CT1008
 CT1008  NAD 83(1986)-  32 13 07.12630(N)    098 13 17.29074(W) AD(       ) 4
 CT1008  NAD 27      -  32 13 06.61988(N)    098 13 16.14265(W) AD(       ) 3
 CT1008
 CT1008.Superseded values are not recommended for survey control.
 CT1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1008.See file dsdata.txt to determine how the superseded data were derived.
 CT1008
 CT1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7336264937(NAD 83)
 CT1008_MARKER: 53 = ELEVATED TANK
 CT1008
 CT1008  HISTORY     - Date     Condition        Report By
 CT1008  HISTORY     - 1967     FIRST OBSERVED   CGS
 CT1008  HISTORY     - 19990828 GOOD             USPSQD
 CT1008
 CT1008                          STATION DESCRIPTION
 CT1008
 CT1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CT1008'THE BALL AT THE TOP CENTER OF THE STEPHENVILLE MUNICIPAL WATER
 CT1008'TANK, LOCATED NEAR THE WEST SIDE OF STEPHENVILLE, BETWEEN
 CT1008'WEST SHIRLEY STREET AND WEST FREY STREET AND ON THE WEST SIDE
 CT1008'OF NORTH GARFIELD AVE.  THE TANK IS PAINTED SILVER, SUPPORTED
 CT1008'BY A TEN-LEGGED STEEL STRUCTURE AND IS ABOUT 125 FEET HIGH.
 CT1008
 CT1008                          STATION RECOVERY (1999)
 CT1008
 CT1008'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1194 ***********************************************************************
 CT1194  PACS        -  This is a Primary Airport Control Station.
 CT1194  DESIGNATION -  STEPPORT
 CT1194  PID         -  CT1194
 CT1194  STATE/COUNTY-  TX/ERATH
 CT1194  USGS QUAD   -  STEPHENVILLE (1979)
 CT1194
 CT1194                         *CURRENT SURVEY CONTROL
 CT1194  ___________________________________________________________________
 CT1194* NAD 83(1993)-  32 13 06.45991(N)    098 10 50.07982(W)     ADJUSTED  
 CT1194* NAVD 88     -       401.92   (meters)    1318.6    (feet)  GPS OBS   
 CT1194  ___________________________________________________________________
 CT1194  X           -    -768,597.605 (meters)                     COMP
 CT1194  Y           -  -5,346,535.482 (meters)                     COMP
 CT1194  Z           -   3,381,150.186 (meters)                     COMP
 CT1194  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CT1194  ELLIP HEIGHT-         374.04  (meters)          (10/24/00) GPS OBS
 CT1194  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CT1194
 CT1194  HORZ ORDER  -  B
 CT1194  ELLP ORDER  -  FOURTH    CLASS II
 CT1194
 CT1194.This mark is at Clark Fld Muni (SEP) Airport (SEP)
 CT1194
 CT1194.The horizontal coordinates were established by GPS observations
 CT1194.and adjusted by the National Geodetic Survey in February 1996..
 CT1194
 CT1194.The orthometric height was determined by GPS observations and a
 CT1194.high-resolution geoid model.
 CT1194
 CT1194.GPS derived orthometric heights for airport stations designated as
 CT1194.PACS or SACS are published to 2 decimal places.  This maintains
 CT1194.centimeter relative accuracy between the PACS and SACS.  It does
 CT1194.not indicate centimeter accuracy relative to other marks which are
 CT1194.part of the NAVD 88 network.
 CT1194
 CT1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT1194
 CT1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1194
 CT1194.The ellipsoidal height was determined by GPS observations
 CT1194.and is referenced to NAD 83.
 CT1194
 CT1194.The geoid height was determined by GEOID03.
 CT1194
 CT1194;                    North         East     Units Scale Factor Converg.
 CT1194;SPC TXNC     - 2,061,235.746   630,110.705   MT  0.99997751   +0 10 27.2
 CT1194;SPC TXNC     - 6,762,570.94  2,067,288.20   sFT  0.99997751   +0 10 27.2
 CT1194;UTM  14      - 3,564,945.268   577,215.879   MT  0.99967353   +0 26 12.8
 CT1194
 CT1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1194!SPC TXNC     -   0.99994127  x   0.99997751  =   0.99991879
 CT1194!UTM  14      -   0.99994127  x   0.99967353  =   0.99961482
 CT1194
 CT1194:                Primary Azimuth Mark                     Grid Az
 CT1194:SPC TXNC     -  STEPPORT AZ MK                           148 33 21.3
 CT1194:UTM  14      -  STEPPORT AZ MK                           148 17 35.7
 CT1194
 CT1194|---------------------------------------------------------------------|
 CT1194| PID    Reference Object                     Distance      Geod. Az  |
 CT1194|                                                           dddmmss.s |
 CT1194| CT1195 STEPPORT AZ MK                      APPROX. 0.7 KM 1484348.5 |
 CT1194| AB6623 SEP A                               APPROX. 0.6 KM 2025506.1 |
 CT1194|---------------------------------------------------------------------|
 CT1194
 CT1194                          SUPERSEDED SURVEY CONTROL
 CT1194
 CT1194  ELLIP H (02/20/96)  374.08   (m)                       GP(       ) 1 1
 CT1194  NAD 83(1993)-  32 13 06.45968(N)    098 10 50.07344(W) AD(       ) 3
 CT1194  ELLIP H (02/16/96)  374.02   (m)                       GP(       ) 5 1
 CT1194  NAD 83(1986)-  32 13 06.46221(N)    098 10 50.05996(W) AD(       ) 3
 CT1194  NAD 27      -  32 13 05.96759(N)    098 10 48.91550(W) AD(       ) 3
 CT1194  NGVD 29 (12/08/88)  401.9    (m)         1319.     (f) GPS OBS        
 CT1194
 CT1194.Superseded values are not recommended for survey control.
 CT1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1194.See file dsdata.txt to determine how the superseded data were derived.
 CT1194
 CT1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7721664945(NAD 83)
 CT1194_MARKER: I = METAL ROD
 CT1194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CT1194_SP_SET: OBJECT DRIVEN INTO GROUND
 CT1194_STAMPING: STEPPORT 1988
 CT1194_MARK LOGO: NGS   
 CT1194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CT1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1194+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 CT1194
 CT1194  HISTORY     - Date     Condition        Report By
 CT1194  HISTORY     - 1988     MONUMENTED       NGS
 CT1194  HISTORY     - 19950313 GOOD             NGS
 CT1194  HISTORY     - 19990113 GOOD             TXDOT
 CT1194  HISTORY     - 19990828 GOOD             USPSQD
 CT1194  HISTORY     - 20030507 GOOD             JCLS
 CT1194  HISTORY     - 20050517 GOOD             JCLS
 CT1194
 CT1194                          STATION DESCRIPTION
 CT1194
 CT1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CT1194'THE STATION IS LOCATED ABOUT 1.0 KM (0.6 MI)
 CT1194'EAST OF STEPHENVILLE, 0.8 KM (0.5 MI) NORTHEAST OF THE JUNCTION OF
 CT1194'US HIGHWAYS 281 AND 377 AND AT THE CLARK FIELD MUNICIPAL AIRPORT.
 CT1194'IT IS IN THE MEDIAN BETWEEN THE TAXIWAY AND RUNWAY 14-32 AT THE
 CT1194'JUNCTION OF A RAMP..
 CT1194'OWNERSHIP--CITY OF STEPHENVILLE, 354 NORTH BELKNAP STREET,
 CT1194'STEPHENVILLE TX 76401.  AIRPORT MANAGER IS J. EDWIN FITZGERALD,
 CT1194'PHONE 817-965-2795.
 CT1194'
 CT1194'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 281 AND 387
 CT1194'AT THE EAST EDGE OF STEPHENVILLE, GO SOUTH ON US HIGHWAY 281 FOR
 CT1194'0.2 KM (0.1 MI) TO A PAVED ROAD LEFT JUST PAST A MOTEL.  TURN LEFT
 CT1194'AND GO NORTHEAST ON PAVED ROAD FOR 0.5 KM (0.3 MI) TO A FORK.  BEAR
 CT1194'LEFT AND GO 0.2 KM (0.1 MI) TO A PARKING LOT AT HANGAR ON THE LEFT.
 CT1194'TURN LEFT ON GRASS AND TARMAC, THEN RIGHT ON RAMP FOR 0.2 KM (0.1
 CT1194'MI) TO THE TAXIWAY.  TURN RIGHT AND GO SOUTHEAST ON TAXIWAY FOR 0.1
 CT1194'KM (0.05 MI) TO A RAMP AND THE STATION ON THE LEFT.
 CT1194'
 CT1194'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CT1194'DRIVEN INTO THE GROUND 3.0 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 CT1194'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CT1194'PIPE WITH A LOGO CAP STAMPED---STEPPORT 1988---, THE ROD IS
 CT1194'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 56.1 METERS (184.0
 CT1194'FT) SOUTHWEST FROM RUNWAY CENTER, 14.3 METERS (47.0 FT) NORTHWEST
 CT1194'FROM RAMP CENTER, 13.1 METERS (43.0 FT) NORTHEAST FROM PAINTED
 CT1194'TAXIWAY CENTER, 5.2 METERS (17.0 FT) NORTH FROM CURVED PAVEMENT
 CT1194'EDGE AND 0.6 METER (2.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 CT1194'
 CT1194'AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CT1194'DRIVEN INTO THE GROUND 3.1 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 CT1194'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CT1194'PIPE WITH A LOGO CAP STAMPED---STEPPORT AZ MK 1988---, THE ROD IS
 CT1194'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 51.2 METERS (168.0
 CT1194'FT) SOUTHWEST FROM RUNWAY CENTER, 11.9 METERS (39.0 FT) NORTHWEST
 CT1194'FROM RAMP CENTER, 10.1 METERS (33.0 FT) WEST-SOUTHWEST FROM
 CT1194'NORTHWEST END OF DRAIN PIPE, 9.3 METERS (30.5 FT) NORTHEAST FROM
 CT1194'TAXIWAY CENTER, 5.0 METERS (16.5 FT) NORTH FROM CURVED PAVEMENT
 CT1194'EDGE AND 0.6 METER (2.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 CT1194'
 CT1194'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CT1194'
 CT1194'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CT1194'
 CT1194'DESCRIBED BY D.A. BOWLING.
 CT1194
 CT1194                          STATION RECOVERY (1995)
 CT1194
 CT1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CT1194'THE STATION IS LOCATED ABOUT 61.0 MI (98.2 KM) SOUTHWEST OF FORT
 CT1194'WORTH, 12.0 MI (19.3 KM) NORTHEAST OF DUBLIN, 0.6 MI (1.0 KM) EAST OF
 CT1194'STEPHENVILLE AND AT THE STEPHENVILLE (CLARK FIELD) MUNICIPAL AIRPORT
 CT1194'IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY.
 CT1194'OWNERSHIP--CITY OF STEPHENVILLE, 354 NORTH BELKNAP STREET,
 CT1194'STEPHENVILLE, TX.  76401.  AIRPORT MANAGER IS J.  EDWIN FITZGERALD,
 CT1194'PHONE (817) 965-2795.  TO REACH THE STATION FROM THE JUCTION OF US
 CT1194'HIGHWAYS 281 AND 387 AT THE EAST EDGE OF STEPHENVILLE, GO SOUTH ON US
 CT1194'HIGHWAY 281 FOR 0.1 MI (0.2 KM) TO A PAVED ROAD LEFT (JUST PAST A
 CT1194'MOTEL) , TURN LEFT AND GO NORTHEAST ON THE PAVED ROAD FOR 0.3 MI (0.5
 CT1194'KM) TO A FORK, BEAR LEFT AND GO NORTH NORTHEAST ON A PAVED ROAD 0.05
 CT1194'MI (0.08 KM) TO A PAVED RAMP LEFT, TURN LEFT AND GO NORTHWEST ON THE
 CT1194'RAMP FOR 0.05 MI (0.08 KM) TO A TAXIWAY ON THE RIGHT, TURN RIGHT AND
 CT1194'GO NORTHEAST ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE JUCTION OF A
 CT1194'TAXIWAY, TURN RIGHT AND GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.05
 CT1194'MI (0.08 KM) TO THE STATION ON THE LEFT (JUST BEFORE A TAXIWAY
 CT1194'CONNECTOR) .  THE STATION IS 184.0 FT (56.1 M) SOUTHWEST FROM THE
 CT1194'RUNWAY CENTER, 47.0 FT (14.3 M) NORTHWEST FROM THE TAXIWAY CONNECTOR
 CT1194'CENTER, 43.0 FT (13.1 M) NORTHEAST FROM THE PAINTED TAXIWAY CENTER,
 CT1194'17.0 FT (5.2 M) NORTH FROM THE CURVED PAVEMENT EDGE AND 2.0 FT (0.6 M)
 CT1194'SOUTH FROM A WITNESS POST.  DRL.  NOTE--ACTUAL ROD DEPTH IS UNKNOWN.
 CT1194
 CT1194                          STATION RECOVERY (1999)
 CT1194
 CT1194'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 CT1194'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.
 CT1194
 CT1194                          STATION RECOVERY (1999)
 CT1194
 CT1194'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1194'RECOVERED IN GOOD CONDITION.
 CT1194
 CT1194                          STATION RECOVERY (2003)
 CT1194
 CT1194'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CT1194'RECOVERED IN GOOD CONDITION.
 CT1194
 CT1194                          STATION RECOVERY (2005)
 CT1194
 CT1194'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 CT1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1195 ***********************************************************************
 CT1195  SACS        -  This is a Secondary Airport Control Station.
 CT1195  DESIGNATION -  STEPPORT AZ MK
 CT1195  PID         -  CT1195
 CT1195  STATE/COUNTY-  TX/ERATH
 CT1195  USGS QUAD   -  STEPHENVILLE (1979)
 CT1195
 CT1195                         *CURRENT SURVEY CONTROL
 CT1195  ___________________________________________________________________
 CT1195* NAD 83(1993)-  32 12 48.05533(N)    098 10 36.93299(W)     ADJUSTED  
 CT1195* NAVD 88     -       396.96   (meters)    1302.4    (feet)  GPS OBS   
 CT1195  ___________________________________________________________________
 CT1195  X           -    -768,299.221 (meters)                     COMP
 CT1195  Y           -  -5,346,879.488 (meters)                     COMP
 CT1195  Z           -   3,380,667.883 (meters)                     COMP
 CT1195  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CT1195  ELLIP HEIGHT-         369.09  (meters)          (07/09/01) GPS OBS
 CT1195  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CT1195
 CT1195  HORZ ORDER  -  FIRST
 CT1195  ELLP ORDER  -  FOURTH    CLASS II
 CT1195
 CT1195.This mark is at Clark Fld Muni (SEP) Airport (SEP)
 CT1195
 CT1195.The horizontal coordinates were established by GPS observations
 CT1195.and adjusted by the National Geodetic Survey in September 1996..
 CT1195
 CT1195.The orthometric height was determined by GPS observations and a
 CT1195.high-resolution geoid model.
 CT1195
 CT1195.GPS derived orthometric heights for airport stations designated as
 CT1195.PACS or SACS are published to 2 decimal places.  This maintains
 CT1195.centimeter relative accuracy between the PACS and SACS.  It does
 CT1195.not indicate centimeter accuracy relative to other marks which are
 CT1195.part of the NAVD 88 network.
 CT1195
 CT1195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT1195
 CT1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1195
 CT1195.The ellipsoidal height was determined by GPS observations
 CT1195.and is referenced to NAD 83.
 CT1195
 CT1195.The geoid height was determined by GEOID03.
 CT1195
 CT1195;                    North         East     Units Scale Factor Converg.
 CT1195;SPC TXNC     - 2,060,669.899   630,456.698   MT  0.99997880   +0 10 34.3
 CT1195;SPC TXNC     - 6,760,714.49  2,068,423.35   sFT  0.99997880   +0 10 34.3
 CT1195;UTM  14      - 3,564,381.184   577,564.355   MT  0.99967419   +0 26 19.6
 CT1195
 CT1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1195!SPC TXNC     -   0.99994205  x   0.99997880  =   0.99992085
 CT1195!UTM  14      -   0.99994205  x   0.99967419  =   0.99961626
 CT1195
 CT1195:                Primary Azimuth Mark                     Grid Az
 CT1195:SPC TXNC     -  STEPPORT                                 328 33 21.3
 CT1195:UTM  14      -  STEPPORT                                 328 17 36.0
 CT1195
 CT1195|---------------------------------------------------------------------|
 CT1195| PID    Reference Object                     Distance      Geod. Az  |
 CT1195|                                                           dddmmss.s |
 CT1195| CT1194 STEPPORT                            APPROX. 0.7 KM 3284355.6 |
 CT1195|---------------------------------------------------------------------|
 CT1195
 CT1195                          SUPERSEDED SURVEY CONTROL
 CT1195
 CT1195  ELLIP H (09/06/96)  369.13   (m)                       GP(       ) 4 2
 CT1195  NAD 83(1993)-  32 12 48.05514(N)    098 10 36.92681(W) AD(       ) 3
 CT1195  ELLIP H (02/16/96)  369.08   (m)                       GP(       ) 5 1
 CT1195  NAD 83(1986)-  32 12 48.05769(N)    098 10 36.91334(W) AD(       ) 3
 CT1195  NAD 27      -  32 12 47.56259(N)    098 10 35.76939(W) AD(       ) 3
 CT1195  NGVD 29 (12/08/88)  397.0    (m)         1302.     (f) GPS OBS        
 CT1195
 CT1195.Superseded values are not recommended for survey control.
 CT1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1195.See file dsdata.txt to determine how the superseded data were derived.
 CT1195
 CT1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7756464381(NAD 83)
 CT1195_MARKER: I = METAL ROD
 CT1195_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CT1195_SP_SET: OBJECT DRIVEN INTO GROUND
 CT1195_STAMPING: STEPPORT AZ MK 1988
 CT1195_MARK LOGO: NGS   
 CT1195_PROJECTION: FLUSH
 CT1195_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CT1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1195+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1995
 CT1195_ROD/PIPE-DEPTH: 2.0  meters
 CT1195_SLEEVE-DEPTH  : 1.0 meters
 CT1195
 CT1195  HISTORY     - Date     Condition        Report By
 CT1195  HISTORY     - 1988     MONUMENTED       NGS
 CT1195  HISTORY     - 19950313 GOOD             NGS
 CT1195  HISTORY     - 19990828 GOOD             USPSQD
 CT1195
 CT1195                          STATION DESCRIPTION
 CT1195
 CT1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CT1195'THE STATION IS LOCATED ABOUT 1.0 KM (0.6 MI)
 CT1195'EAST OF STEPHENVILLE, 0.8 KM (0.5 MI) NORTHEAST FROM THE JUNCTION
 CT1195'OF US HIGHWAYS 281 AND 377 AND AT THE CLARK FIELD MUNICIPAL AIRPORT.
 CT1195'OWNERSHIP--CITY OF STEPHENVILLE, 354 NORTH BELKNAP STREET,
 CT1195'STEPHENVILLE TX 76401.  AIRPORT MANAGER IS J. EDWIN FITZGERALD,
 CT1195'PHONE 817-965-2795.
 CT1195'
 CT1195'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 281 AND 377
 CT1195'AT THE EAST EDGE OF STEPHENVILLE, GO SOUTH ON US HIGHWAY 281 FOR
 CT1195'0.2 KM (0.1 MI) TO A PAVED ROAD LEFT JUST PAST A MOTEL.  TURN LEFT
 CT1195'AND GO NORTHEAST ON PAVED ROAD FOR 0.5 KM (0.3 MI) TO A FORK.  BEAR
 CT1195'LEFT FOR 0.2 KM (0.1 MI) TO PARKING LOT AT HANGAR ON THE LEFT.
 CT1195'TURN LEFT ON GRASS AND TARMAC, THEN RIGHT ON RAMP FOR 0.2 KM (0.1
 CT1195'MI) TO THE TAXIWAY.  TURN RIGHT AND GO SOUTHEAST ON TAXIWAY FOR
 CT1195'0.7 KM (0.45 MI) TO A RAMP AND MARK ON THE LEFT.
 CT1195'
 CT1195'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CT1195'DRIVEN INTO THE GROUND 3.1 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 CT1195'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CT1195'PIPE WITH A LOGO CAP STAMPED---STEPPORT AZ MK 1988---, THE ROD IS
 CT1195'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 51.2 METERS (168.0
 CT1195'FT) SOUTHWEST FROM RUNWAY CENTER, 11.9 METERS (39.0 FT) NORTHWEST
 CT1195'FROM RAMP CENTER, 10.1 METERS (33.0 FT) WEST-SOUTHWEST OF NORTHWEST
 CT1195'END OF DRAIN PIPE, 9.3 METERS (30.5 FT) NORTHEAST FROM TAXIWAY
 CT1195'CENTER, 5.0 METERS (16.5 FT) NORTH OF CURVED PAVEMENT EDGE AND 0.6
 CT1195'METER (2.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 CT1195'
 CT1195'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CT1195'
 CT1195'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CT1195'
 CT1195'DESCRIBED BY D.A. BOWLING.
 CT1195
 CT1195                          STATION RECOVERY (1995)
 CT1195
 CT1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CT1195'THE STATION IS LOCATED ABOUT 61.0 MI (98.2 KM) SOUTHWEST OF FORT
 CT1195'WORTH, 12.0 MI (19.3 KM) NORTHEAST OF DUBLIN, 0.6 MI (1.0 KM) EAST OF
 CT1195'STEPHENVILLE AND AT THE STEPHENVILLE (CLARK FIELD) MUNICIPAL AIRPORT
 CT1195'IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY.
 CT1195'OWNERSHIP--CITY OF STEPHENVILLE, 354 NORTH BELKNAP STREET,
 CT1195'STEPHENVILLE, TX.  76401.  AIRPORT MANAGER IS J.  EDWIN FITZGERALD,
 CT1195'PHONE (817) 965-2795.  TO REACH THE STATION FROM THE JUCTION OF US
 CT1195'HIGHWAYS 281 AND 387 AT THE EAST EDGE OF STEPHENVILLE, GO SOUTH ON US
 CT1195'HIGHWAY 281 FOR 0.1 MI (0.2 KM) TO A PAVED ROAD LEFT (JUST PAST A
 CT1195'MOTEL) , TURN LEFT AND GO NORTHEAST ON THE PAVED ROAD FOR 0.3 MI (0.5
 CT1195'KM) TO A FORK, BEAR LEFT AND GO NORTH NORTHEAST ON A PAVED ROAD 0.05
 CT1195'MI (0.08 KM) TO A PAVED RAMP LEFT, TURN LEFT AND GO NORTHWEST ON THE
 CT1195'RAMP FOR 0.05 MI (0.08 KM) TO A TAXIWAY ON THE RIGHT, TURN RIGHT AND
 CT1195'GO NORTHEAST ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE JUCTION OF A
 CT1195'TAXIWAY, TURN RIGHT AND GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.2
 CT1195'MI (0.3 KM) TO THE INTERSECTION OF RUNWAY 03/21, CONTINUE AHEAD,
 CT1195'CROSSING THE RUNWAY AND GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.25
 CT1195'MI (0.40 KM) TO THE STATION ON THE LEFT (JUST BEFORE A TAXIWAY
 CT1195'CONNECTOR) .  THE STATION IS 168.0 FT (51.2 M) SOUTHWEST OF THE RUNWAY
 CT1195'CENTER, 39.0 FT (11.9 M) NORTHWEST OF THE FROM THE TAXIWAY CONNECTOR
 CT1195'CENTER, 33.0 FT (10.1 M) WEST SOUTHWEST OF THE NORTHWEST END OF A
 CT1195'METAL CULVERT, 30.5 FT (9.3 M) NORTHEAST FROM THE TAXIWAY CENTER, 16.5
 CT1195'FT (5.0 M) NORTH OF THE CURVED PAVEMENT EDGE AND 2.0 FT (0.6 M) SOUTH
 CT1195'FROM A WITNESS POST.  DRL.  THIS IS AN AIRPORT SAC STATION.
 CT1195
 CT1195                          STATION RECOVERY (1999)
 CT1195
 CT1195'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6137 ***********************************************************************
 AW6137  DESIGNATION -  STERLING WATER TANK
 AW6137  PID         -  AW6137
 AW6137  STATE/COUNTY-  TX/HARRIS
 AW6137  USGS QUAD   -  MORGANS POINT (1993)
 AW6137
 AW6137                         *CURRENT SURVEY CONTROL
 AW6137  ___________________________________________________________________
 AW6137* NAD 83(1993)-  29 40 09.49455(N)    094 59 50.12810(W)     ADJUSTED  
 AW6137* NAVD 88     -                                                        
 AW6137  ___________________________________________________________________
 AW6137  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AW6137  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6137
 AW6137  HORZ ORDER  -  THIRD
 AW6137
 AW6137.The horizontal coordinates were established by classical geodetic methods
 AW6137.and adjusted by the National Geodetic Survey in February 1996..
 AW6137
 AW6137
 AW6137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6137
 AW6137.The geoid height was determined by GEOID03.
 AW6137
 AW6137;                    North         East     Units Scale Factor Converg.
 AW6137;SPC TXSC     - 4,210,104.591   987,361.712   MT  0.99988021   +1 57 39.6
 AW6137;SPC TXSC     -13,812,651.48  3,239,369.22   sFT  0.99988021   +1 57 39.6
 AW6137;UTM  15      - 3,283,810.472   306,713.531   MT  1.00006098   -0 59 20.2
 AW6137
 AW6137                          SUPERSEDED SURVEY CONTROL
 AW6137
 AW6137  NAD 83(1986)-  29 40 09.51095(N)    094 59 50.10891(W) AD(       ) 4
 AW6137  NAD 27      -  29 40 08.69530(N)    094 59 49.37199(W) AD(       ) 3
 AW6137
 AW6137.Superseded values are not recommended for survey control.
 AW6137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6137.See file dsdata.txt to determine how the superseded data were derived.
 AW6137
 AW6137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0671483810(NAD 83)
 AW6137_MARKER: 51 = TANK
 AW6137
 AW6137  HISTORY     - Date     Condition        Report By
 AW6137  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW6137  HISTORY     - 1961     GOOD             CGS
 AW6137  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW6137  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AW6137  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW6137
 AW6137                          STATION DESCRIPTION
 AW6137
 AW6137'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6137'STATION IS THE FINIAL ON THE CONCRETE WATER TANK ON THE
 AW6137'ESTATE OF R.S. STERLING.  THE TANK IS ABOUT 1/5 MILE W BY
 AW6137'N OF THE STERLING HOUSE IN BAYRIDGE.
 AW6137
 AW6137                          STATION RECOVERY (1961)
 AW6137
 AW6137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6137'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 AW6137'ADEQUATE.
 AW6137
 AW6137                          STATION RECOVERY (2000)
 AW6137
 AW6137'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6137'MARK NOT FOUND.
 AW6137
 AW6137                          STATION RECOVERY (2003)
 AW6137
 AW6137'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6137'MARK NOT FOUND.
 AW6137
 AW6137                          STATION RECOVERY (2005)
 AW6137
 AW6137'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2727 ***********************************************************************
 CS2727  DESIGNATION -  STERRETT
 CS2727  PID         -  CS2727
 CS2727  STATE/COUNTY-  TX/ELLIS
 CS2727  USGS QUAD   -  WAXAHACHIE (1978)
 CS2727
 CS2727                         *CURRENT SURVEY CONTROL
 CS2727  ___________________________________________________________________
 CS2727* NAD 83(1993)-  32 28 09.54296(N)    096 49 53.02959(W)     ADJUSTED  
 CS2727* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 CS2727  ___________________________________________________________________
 CS2727  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 CS2727  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS2727
 CS2727  HORZ ORDER  -  SECOND
 CS2727
 CS2727.The horizontal coordinates were established by classical geodetic methods
 CS2727.and adjusted by the National Geodetic Survey in February 1996..
 CS2727
 CS2727.The orthometric height was scaled from a topographic map.
 CS2727
 CS2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2727
 CS2727.The geoid height was determined by GEOID03.
 CS2727
 CS2727;                    North         East     Units Scale Factor Converg.
 CS2727;SPC TXNC     - 2,090,252.367   756,844.582   MT  0.99992390   +0 54 36.2
 CS2727;SPC TXNC     - 6,857,769.64  2,483,080.93   sFT  0.99992390   +0 54 36.2
 CS2727;UTM  14      - 3,594,529.137   703,806.666   MT  1.00011223   +1 09 52.6
 CS2727
 CS2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2727!SPC TXNC     -   0.99997371  x   0.99992390  =   0.99989761
 CS2727!UTM  14      -   0.99997371  x   1.00011223  =   1.00008594
 CS2727
 CS2727|---------------------------------------------------------------------|
 CS2727| PID    Reference Object                     Distance      Geod. Az  |
 CS2727|                                                           dddmmss.s |
 CS2727| CY2345 STERRETT RM 1                        21.819 METERS 01600     |
 CS2727| CY2346 STERRETT RM 2                        28.119 METERS 19656     |
 CS2727| CY2344 STERRETT AZ MK                                     1970652.8 |
 CS2727|---------------------------------------------------------------------|
 CS2727
 CS2727                          SUPERSEDED SURVEY CONTROL
 CS2727
 CS2727  NAD 83(1986)-  32 28 09.54949(N)    096 49 53.01094(W) AD(       ) 2
 CS2727  NAD 27      -  32 28 09.05000(N)    096 49 52.02200(W) AD(       ) 2
 CS2727
 CS2727.Superseded values are not recommended for survey control.
 CS2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2727.See file dsdata.txt to determine how the superseded data were derived.
 CS2727
 CS2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0380794529(NAD 83)
 CS2727_MARKER: DS = TRIANGULATION STATION DISK
 CS2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2727+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2002
 CS2727
 CS2727  HISTORY     - Date     Condition        Report By
 CS2727  HISTORY     - 1947     MONUMENTED       CGS
 CS2727  HISTORY     - 1958     GOOD             USGS
 CS2727  HISTORY     - 1960     GOOD             CGS
 CS2727  HISTORY     - 1961     GOOD             LOCSUR
 CS2727  HISTORY     - 1964     GOOD             CGS
 CS2727  HISTORY     - 1966     GOOD             CGS
 CS2727  HISTORY     - 20020126 GOOD             USPSQD
 CS2727
 CS2727                          STATION DESCRIPTION
 CS2727
 CS2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2727'LOCATED ABOUT 6 MILES NORTH OF WAXAHACHIE, 12 FEET SOUTH OF
 CS2727'THE SOUTHEAST CORNER OF THE STERRETT SCHOOL GROUND, 50 FEET
 CS2727'WEST OF THE CENTER OF U.S. HIGHWAY NO. 77 AND 186 FEET SOUTH
 CS2727'OF THE CENTER OF THE SCHOOL SIDEWALK.  IT IS STAMPED STERRETT 1947
 CS2727'AND IS FLUSH WITH THE GROUND.
 CS2727'
 CS2727'REFERENCE MARK NO. 1 IS 52 FEET WEST OF THE CENTER OF U.S.
 CS2727'HIGHWAY NO. 77 AND 115 FEET SOUTH OF THE CENTER OF THE SCHOOL
 CS2727'SIDEWALK.  IT IS STAMPED STERRETT NO 1 1947 AND IS FLUSH
 CS2727'WITH THE GROUND.
 CS2727'
 CS2727'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF A CULTIVATED
 CS2727'FIELD AND 49 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 77.
 CS2727'IT IS STAMPED STERRETT NO 2 1947 AND IS FLUSH WITH THE GROUND.
 CS2727'
 CS2727'THE AZIMUTH MARK IS 3.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 CS2727'CONCRETE BRIDGE AND 24.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.
 CS2727'77.  IT IS A STANDARD DISK STAMPED STERRETT 1947 SET IN A
 CS2727'DRILL HOLE IN CONCRETE OF THE NORTHWEST BRIDGE ABUTMENT.  IT
 CS2727'PROJECTS 15 INCHES.
 CS2727'
 CS2727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 CS2727'287 AND 77 IN WAXAHACHIE, GO NORTH ON NO. 77 FOR 5.45 MILES
 CS2727'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.55
 CS2727'MILE TO THE STATION ON THE LEFT.
 CS2727'
 CS2727'A 4 FOOT SIGNAL AT OVILLA IS VISIBLE AT 37 FEET.
 CS2727'
 CS2727'A 74 FOOT SIGNAL AT RED OAK IS VISIBLE ON THE GROUND.
 CS2727'
 CS2727'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2727
 CS2727                          STATION RECOVERY (1958)
 CS2727
 CS2727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2727'ALL MARKS RECOVERED IN GOOD CONDITION.  SCHOOL DESTROYED.
 CS2727'
 CS2727'STATION IS LOCATED ABOUT 6 MILES N OF WAXAHACHIE.  0.3 MILE
 CS2727'SW OF STERRETT.  50 FEET W CENTERLINE U.S. HIGHWAY 77.  385
 CS2727'FEET S CENTERLINE T-FIELDROAD W.  IT IS STAMPED STERRETT 1947
 CS2727'AND IS SET FLUSH WITH GROUND.
 CS2727'
 CS2727'REFERENCE MARK 1 IS 52 FEET W CENTERLINE U.S. HIGHWAY 77.
 CS2727'315 FEET S CENTERLINE T-FIELDROAD W.  STAMPED STERRETT NO. 1
 CS2727'1947.
 CS2727'
 CS2727'REFERENCE MARK 2 AND AZIMUTH MARK FOUND AS DESCRIBED.
 CS2727
 CS2727                          STATION RECOVERY (1960)
 CS2727
 CS2727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2727'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2727'IN GOOD CONDITION AS DESCRIBED.  SCHOOL IS GONE.  DIRECTIONS
 CS2727'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2727
 CS2727                          STATION RECOVERY (1961)
 CS2727
 CS2727'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 CS2727'RECOVERED BY BUCE AND GUN AER. SUR.
 CS2727'THE STATION, AZIMUTH AND BOTH REFERENCE MARKS WERE IN GOOD
 CS2727'CONDITION.  THE SCHOOL MENTIONED IN THE DESCRIPTION IS GONE.
 CS2727
 CS2727                          STATION RECOVERY (1964)
 CS2727
 CS2727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WJB)
 CS2727'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CS2727'THE SCHOOL AT STERRETT CALLED FOR IN THE DESCRIPTION IS GONE.
 CS2727'DID NOT LOOK FOR R.M.S.
 CS2727
 CS2727                          STATION RECOVERY (1966)
 CS2727
 CS2727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2727'THE STATION MARK, REFERENCE MARKS NO. 1 NO. 2 AND THE
 CS2727'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STERRETT
 CS2727'SCHOOL MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE.  FOR
 CS2727'FUTURE RECOVERY OF STATION MEASUREMENTS WERE MADE TO MARKS
 CS2727'AS FOLLOWS--THE STATION MARK IS 50 FEET WEST OF THE CENTER
 CS2727'LINE OF U.S. HIGHWAY 77, 186 FEET SOUTH OF A FIELD ENTRANCE,
 CS2727'11 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY POST, 6 FEET SOUTHEAST
 CS2727'OF THE ALAMO PLAZA HOTEL COURTS SIGN POST, AND 1 FOOT EAST
 CS2727'OF A METAL WITNESS POST, AND IS FLUSH WITH SURFACE OF GROUND.
 CS2727'
 CS2727'REFERENCE MARK NO. 1 IS 52 FEET WEST OF THE CENTER LINE OF
 CS2727'HIGHWAY, 114 FEET SOUTH OF THE FIELD ENTRANCE, 61 FEET NORTH
 CS2727'OF THE HIGHWAY RIGHT-OF-WAY POST, AND IS FLUSH WITH SURFACE
 CS2727'OF GROUND.
 CS2727'
 CS2727'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE CENTER LINE OF
 CS2727'HIGHWAY, 93 FEET SOUTH OF THE METAL WITNESS POST, AND IS
 CS2727'FLUSH WITH SURFACE OF GROUND.
 CS2727'
 CS2727'AZIMUTH MARK, IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 CS2727'NORTHWEST CONCRETE ABUTMENT OF A BRIDGE UNDER U.S. HIGHWAY
 CS2727'77, AND IS 25 FEET WEST OF THE CENTER LINE OF HIGHWAY.
 CS2727'
 CS2727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77
 CS2727'AND 287 IN WAXAHACHIE, GO NORTH ON U.S. HIGHWAY 77 FOR 5.3
 CS2727'MILES TO AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE HIGHWAY
 CS2727'0.55 MILE TO STATION ON THE LEFT.
 CS2727'
 CS2727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH
 CS2727'OF WAXAHACHIE.
 CS2727
 CS2727                          STATION RECOVERY (2002)
 CS2727
 CS2727'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS2727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1985 ***********************************************************************
 AY1985  DESIGNATION -  STEVENS
 AY1985  PID         -  AY1985
 AY1985  STATE/COUNTY-  TX/BANDERA
 AY1985  USGS QUAD   -  BANDERA PASS (1982)
 AY1985
 AY1985                         *CURRENT SURVEY CONTROL
 AY1985  ___________________________________________________________________
 AY1985* NAD 83(1993)-  29 51 07.16671(N)    099 04 35.86297(W)     ADJUSTED  
 AY1985* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 AY1985  ___________________________________________________________________
 AY1985  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AY1985  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AY1985
 AY1985  HORZ ORDER  -  FIRST
 AY1985
 AY1985.The horizontal coordinates were established by classical geodetic methods
 AY1985.and adjusted by the National Geodetic Survey in February 1996..
 AY1985
 AY1985.The orthometric height was scaled from a topographic map.
 AY1985
 AY1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1985
 AY1985.The geoid height was determined by GEOID03.
 AY1985
 AY1985;                    North         East     Units Scale Factor Converg.
 AY1985;SPC TXSC     - 4,223,725.816   592,596.157   MT  0.99990384   -0 02 15.1
 AY1985;SPC TXSC     -13,857,340.45  1,944,209.23   sFT  0.99990384   -0 02 15.1
 AY1985;UTM  14      - 3,302,387.377   492,598.405   MT  0.99960068   -0 02 17.3
 AY1985
 AY1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1985!SPC TXSC     -   0.99992992  x   0.99990384  =   0.99983376
 AY1985!UTM  14      -   0.99992992  x   0.99960068  =   0.99953063
 AY1985
 AY1985|---------------------------------------------------------------------|
 AY1985| PID    Reference Object                     Distance      Geod. Az  |
 AY1985|                                                           dddmmss.s |
 AY1985| CV6413 STEVENS RM 1                         23.097 METERS 08620     |
 AY1985| CV6414 STEVENS RM 2                         32.272 METERS 18802     |
 AY1985| BN0741 MORRISON                            APPROX.18.5 KM 3572528.6 |
 AY1985|---------------------------------------------------------------------|
 AY1985
 AY1985                          SUPERSEDED SURVEY CONTROL
 AY1985
 AY1985  NAD 83(1986)-  29 51 07.17255(N)    099 04 35.84892(W) AD(       ) 1
 AY1985  NAD 27      -  29 51 06.37600(N)    099 04 34.71600(W) AD(       ) 1
 AY1985
 AY1985.Superseded values are not recommended for survey control.
 AY1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1985.See file dsdata.txt to determine how the superseded data were derived.
 AY1985
 AY1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9259802387(NAD 83)
 AY1985_MARKER: DS = TRIANGULATION STATION DISK
 AY1985_SETTING: 66 = SET IN ROCK OUTCROP
 AY1985
 AY1985  HISTORY     - Date     Condition        Report By
 AY1985  HISTORY     - 1935     MONUMENTED       CGS
 AY1985  HISTORY     - 1937     GOOD             TXHD
 AY1985  HISTORY     - 1956     GOOD             CGS
 AY1985  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1985
 AY1985                          STATION DESCRIPTION
 AY1985
 AY1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY1985'STATION IS LOCATED ON A HIGH HILL ON THE DIVIDE BETWEEN THE
 AY1985'MEDINA AND QUADALUPE RIVERS, ABOUT 8.75 MILES N OF BANDERA,
 AY1985'10.75 MILES ENE OF MEDINA, 1.75 MILES E OF BANDERA PASS, AT
 AY1985'THE HEAD OF DUFFY HOLLOW WHICH IS ONE OF THE HEADWATERS OF
 AY1985'BANDERA CREEK, ON ROCKY GROUND WELL COVERED WITH SCRUB TREES
 AY1985'IN PASTURE OF MR. Q.T. STEVENS AT THE EASTERN EDGE OF HIS
 AY1985'PROPERTY ABOUT 1/4 MILE S OF THE BANDERA-KERR COUNTY LINE.
 AY1985'
 AY1985'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 AY1985'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 AY1985'
 AY1985'STATION IS REACHED FROM THE JUNCTIONS OF STATE HIGHWAY 81 AND
 AY1985'U.S. HIGHWAY 290, AT THE S EDGE OF KERRVILLE, AT THE CAROLINE
 AY1985'COURTS TOURIST CAMP, BY GOING SE ON U.S. HIGHWAY 290, FOR
 AY1985'1.7 MILES TO A SIDE ROAD RIGHT, TAKE THIS SIDE ROAD RIGHT
 AY1985'DOWN GRADE AND ACROSS CONCRETE CULVERT AND FOLLOW MAIN ROAD
 AY1985'9.5 MILES TO CROSSROADS AT CAMP VERDE POST OFFICE, CONTINUE
 AY1985'STRAIGHT AHEAD (S) FOR 2.8 MILES TO SIDE ROAD LEFT AFTER
 AY1985'PASSING THROUGH BANDERA PASS, TURN LEFT ON SIDE ROAD AND GO
 AY1985'1.7 MILES TO A ONE-STORY HOUSE AND A PICKET FENCE ON RIGHT,
 AY1985'HOME OF MR. Q.T. STEVENS.  FROM THE FRONT OF THE HOUSE THE
 AY1985'HILL ON WHICH STATION IS LOCATED CAN BE SEEN AT MAGNETIC
 AY1985'AZIMUTH 37 DEGREES.  (HILL DOES NOT APPEAR FROM HERE TO BE
 AY1985'THE HIGHEST POINT).  DRIVE N THROUGH A WOODEN GATE ABOUT
 AY1985'50 YARDS NW OF HOUSE AND FOLLOW DIM TRAIL ACROSS PASTURE
 AY1985'0.65 MILE TO A WIRE GATE AT T-FENCE CORNER, GO THROUGH GATE
 AY1985'AND BEAR LEFT ON DIM TRAIL WINDING ACROSS PASTURE IN
 AY1985'NORTHERLY DIRECTION 1.1 MILES TO A FLAT AREA AT A DEEP NARROW
 AY1985'WASH AND END OF TRUCK TRAVEL.  THIS POINT IS ABOUT 100 YARDS S
 AY1985'OF THE BASE OF THE ROUND TOPPED, PARTLY BARE HILL UP WHICH
 AY1985'THE TRAIL LEADS, FOLLOW THE TRAIL ABOUT 1/2 MILE TO A
 AY1985'FENCE LINE AT THE TOP OF THE STEEPEST GRADE (BUT NOT TOP
 AY1985'OF THE HILL), FROM THIS POINT HILL ON WHICH STATION IS
 AY1985'LOCATED CAN BE SEEN AT MAGNETIC AZIMUTH 95 DEGREES, IT IS THE
 AY1985'MIDDLE OF THE THREE LARGE HILLS TO THE E, CROSS FENCE LINE
 AY1985'AND FOLLOW GOOD TRAIL GOING JUST BELOW THE RIM CANYON
 AY1985'AROUND TWO DEFINITE CURVES TO THE BASE OF STATION SITE
 AY1985'HILL A LITTLE LESS THAN 3/4 MILE, THEN LEAVE TRAIL AND GO
 AY1985'UP GRADE FOR 100 YARDS TO HIGHEST POINT AND STATION.
 AY1985'
 AY1985'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 AY1985
 AY1985                          STATION RECOVERY (1937)
 AY1985
 AY1985'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1985'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AY1985'AND AS DESCRIBED.  DESCRIPTION ADEQUATE.
 AY1985
 AY1985                          STATION RECOVERY (1956)
 AY1985
 AY1985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1985'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AND FOUND TO
 AY1985'BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  FOLLOWING
 AY1985'IS A COMPLETE NEW DESCRIPTION.
 AY1985'
 AY1985'THE STATION IS LOCATED ON A HIGH HILL ON THE DIVIDE BETWEEN
 AY1985'THE MEDINA AND THE QUADALUPE RIVERS, ABOUT 11 MILES NORTHEAST
 AY1985'OF MEDINA, 9 MILES NORTH OF BANDERA, 1.75 MILE EAST OF BANDERA
 AY1985'PASS, 13 FEET WEST OF A FENCE AND 5 FEET NORTHWEST OF A
 AY1985'CAIRN.
 AY1985'
 AY1985'TO REACH THE STATION FROM THE POST OFFICE IN CAMP VERDE AND
 AY1985'THE JUNCTION OF FARM ROADS 689 AND 480, GO SOUTH ON FARM ROAD
 AY1985'689 FOR 2.05 MILES TO THE BANDERA-KERR COUNTY LINE AND A GATE
 AY1985'ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO ABOUT 500
 AY1985'FEET, BEAR RIGHT AND GO ABOUT 100 FEET ACROSS PASTURE TO A
 AY1985'GATE, PASS THROUGH GATE AND GO 0.2 MILE TO A FORK, TAKE RIGHT
 AY1985'ROAD AND GO ABOUT 200 FEET TO A FORK, TAKE LEFT ROAD AND GO
 AY1985'0.7 MILE TO A FORK, TAKE LEFT ROAD AND GO 1.7 MILES TO THE
 AY1985'END OF TRUCK TRAVEL.  PACK UP HILL FOR ABOUT 150 YARDS TO
 AY1985'THE TOP OF HILL AND THE STATION.
 AY1985'
 AY1985'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1985'STAMPED STEVENS 1935.
 AY1985'
 AY1985'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1985'STAMPED STEVENS NO 1 1935.
 AY1985'
 AY1985'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1985'STAMPED STEVENS NO 2 1935.
 AY1985'
 AY1985'ALL THE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES
 AY1985'IN ROCK OUTCROP.
 AY1985
 AY1985                          STATION RECOVERY (2005)
 AY1985
 AY1985'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AY1985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0932 ***********************************************************************
 CU0932  DESIGNATION -  STEVENS
 CU0932  PID         -  CU0932
 CU0932  STATE/COUNTY-  TX/TAYLOR
 CU0932  USGS QUAD   -  SHEP (1987)
 CU0932
 CU0932                         *CURRENT SURVEY CONTROL
 CU0932  ___________________________________________________________________
 CU0932* NAD 83(1993)-  32 09 13.83797(N)    100 05 53.47408(W)     ADJUSTED  
 CU0932* NAVD 88     -       658.     (meters)    2159.     (feet)  SCALED    
 CU0932  ___________________________________________________________________
 CU0932  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CU0932  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CU0932
 CU0932  HORZ ORDER  -  THIRD
 CU0932
 CU0932.The horizontal coordinates were established by classical geodetic methods
 CU0932.and adjusted by the National Geodetic Survey in February 1996..
 CU0932
 CU0932.The orthometric height was scaled from a topographic map.
 CU0932
 CU0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0932
 CU0932.The geoid height was determined by GEOID03.
 CU0932
 CU0932;                    North         East     Units Scale Factor Converg.
 CU0932;SPC TXNC     - 2,055,171.432   449,241.632   MT  0.99999438   -0 52 17.9
 CU0932;SPC TXNC     - 6,742,674.94  1,473,886.92   sFT  0.99999438   -0 52 17.9
 CU0932;SPC TX C     - 3,275,761.089   722,184.356   MT  1.00008388   +0 07 16.0
 CU0932;SPC TX C     -10,747,226.17  2,369,366.51   sFT  1.00008388   +0 07 16.0
 CU0932;UTM  14      - 3,558,016.553   396,441.149   MT  0.99973225   -0 35 04.2
 CU0932
 CU0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0932!SPC TXNC     -   0.99990074  x   0.99999438  =   0.99989512
 CU0932!SPC TX C     -   0.99990074  x   1.00008388  =   0.99998461
 CU0932!UTM  14      -   0.99990074  x   0.99973225  =   0.99963302
 CU0932
 CU0932:                Primary Azimuth Mark                     Grid Az
 CU0932:SPC TXNC     -  HACK DRILLING CO RADIO MAST              032 45 52.3
 CU0932:SPC TX C     -  HACK DRILLING CO RADIO MAST              031 46 18.4
 CU0932:UTM  14      -  HACK DRILLING CO RADIO MAST              032 28 38.6
 CU0932
 CU0932|---------------------------------------------------------------------|
 CU0932| PID    Reference Object                     Distance      Geod. Az  |
 CU0932|                                                           dddmmss.s |
 CU0932| CU0935 HACK DRILLING CO RADIO MAST         APPROX. 7.7 KM 0315334.4 |
 CU0932| CX8728 STEVENS RM 1                         17.464 METERS 09015     |
 CU0932| CU0936 STEVENS 2                           175.756 METERS 14443     |
 CU0932| CX8731 STEVENS 2 RM 4                                     15231     |
 CU0932| CX8729 STEVENS RM 2                         18.223 METERS 20516     |
 CU0932| CX8727 STEVENS AZ MK                                      3545724.0 |
 CU0932|---------------------------------------------------------------------|
 CU0932
 CU0932                          SUPERSEDED SURVEY CONTROL
 CU0932
 CU0932  NAD 83(1986)-  32 09 13.84408(N)    100 05 53.46155(W) AD(       ) 3
 CU0932  NAD 27      -  32 09 13.36100(N)    100 05 52.11880(W) AD(       ) 3
 CU0932
 CU0932.Superseded values are not recommended for survey control.
 CU0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0932.See file dsdata.txt to determine how the superseded data were derived.
 CU0932
 CU0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9644158017(NAD 83)
 CU0932_MARKER: DS = TRIANGULATION STATION DISK
 CU0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0932
 CU0932  HISTORY     - Date     Condition        Report By
 CU0932  HISTORY     - 1961     MONUMENTED       CGS
 CU0932  HISTORY     - 1971     GOOD             NGS
 CU0932  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0932
 CU0932                          STATION DESCRIPTION
 CU0932
 CU0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0932'THE STATION IS APPROXIMATELY 7-1/2 MILES NORTH OF WINGATE, 1 MILE
 CU0932'EAST OF SHEP, 0.2 MILE SOUTHEAST OF U.S. HIGHWAY 277, ON THE
 CU0932'NORTHWEST SUMMIT OF A LOW KNOLL IN PASTURE LAND OWNED BY MR. ED
 CU0932'STEVENS.
 CU0932'
 CU0932'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277
 CU0932'AND FARM ROAD 53, APPROXIMATELY 3-1/4 MILES NORTHWEST OF WINGATE,
 CU0932'GO NORTHEAST ON HIGHWAY 277 FOR 4.1 MILES TO THE NORTH JUNCTION
 CU0932'OF FARM ROAD 1086.  CONTINUE NORTHEAST ON HIGHWAY 277 FOR 0.8
 CU0932'MILES TO A SIDE ROAD ON THE RIGHT.  (THIS IS ABOUT 200 FEET
 CU0932'BEFORE REACHING A SMALL BRIDGE.) TURN RIGHT, CROSSING A CATTLE
 CU0932'GUARD AND GO SOUTHEAST ON A CALICHE ROAD 0.2 MILE TO THE TOP
 CU0932'OF A SMALL KNOLL.  TURN LEFT AND GO NORTH 0.05 MILE TO THE
 CU0932'NORTH EDGE OF THE KNOLL AND THE STATION.
 CU0932'
 CU0932'STATION MARKS ARE STANDARD DISKS STAMPED STEVENS 1961.  THE
 CU0932'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 CU0932'INCHES.  IT IS 150 FEET NORTHEAST OF A POWER POLE, 25 FEET
 CU0932'SOUTH OF THE NORTH EDGE OF THE KNOLL AND 6.6 FEET EAST OF A METAL
 CU0932'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 CU0932'OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 CU0932'
 CU0932'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED STEVENS NO 1
 CU0932'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CU0932'IT IS 128 FEET NORTH OF A POWER LINE, 18 FEET SOUTH OF THE NORTH
 CU0932'EDGE OF THE KNOLL.
 CU0932'
 CU0932'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED STEVENS NO 2
 CU0932'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CU0932'IT IS 96 FEET NORTHEAST OF THE POWER POLE AND 63 FEET EAST OF
 CU0932'A LONE MESQUITE BUSH.
 CU0932'
 CU0932'AZIMUTH MARK IS A STANDARD DISK STAMPED STEVENS 1961, SET IN
 CU0932'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CU0932'IT IS 0.05 MILE WEST OF HIGHWAY 277, 21 FEET SOUTHEAST OF THE
 CU0932'CENTER OF A CALICHE ROAD, 1.4 FEET SOUTHEAST OF A METAL WITNESS
 CU0932'POST AND 1 FOOT SOUTHEAST OF A FENCE.
 CU0932'
 CU0932'TO REACH THE AZIMUTH MARK FROM THE CATTLE GUARD MENTIONED IN
 CU0932'THE TO REACH, GO NORTHEAST ON HIGHWAY 277 FOR 0.4 MILE TO A
 CU0932'SIDE ROAD ON THE LEFT.  TURN LEFT, THEN IMMEDIATELY LEFT AT
 CU0932'A FORK AND GO WESTERLY ON A CALICHE ROAD 0.05 MILE TO THE
 CU0932'AZIMUTH MARK ON THE LEFT.
 CU0932'
 CU0932'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CU0932
 CU0932                          STATION RECOVERY (1971)
 CU0932
 CU0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CU0932'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 CU0932'RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 CU0932'STATION AND REFERENCE MARKS ARE IN THE AREA OF A PROPOSED FLOOD
 CU0932'CONTROL DAM SITE AND WILL BE DESTROYED DURING THE CONSTRUCTION
 CU0932'OF DAM.  THE SOIL CONSERVATION SERVICE OF ABILENE REQUESTED
 CU0932'THAT THE STATION BE MOVED OUT OF THE CONSTRUCTION AREA.  THE
 CU0932'AZIMUTH MARK WAS NOT IN THE CONSTRUCTION AREA OF DAM.
 CU0932'
 CU0932'THE DISTANCE AND THE DIRECTION TO THE REFERENCE MARKS WERE
 CU0932'VERIFIED.  STEVENS 2 WAS ESTABLISHED SOUTHEAST OF THE ORIGINAL
 CU0932'STATION.
 CU0932'
 CU0932'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WINGATE
 CU0932'5-1/2 MILES SOUTH
 CU0932
 CU0932                          STATION RECOVERY (1994)
 CU0932
 CU0932'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0936 ***********************************************************************
 CU0936  DESIGNATION -  STEVENS 2
 CU0936  PID         -  CU0936
 CU0936  STATE/COUNTY-  TX/TAYLOR
 CU0936  USGS QUAD   -  SHEP (1987)
 CU0936
 CU0936                         *CURRENT SURVEY CONTROL
 CU0936  ___________________________________________________________________
 CU0936* NAD 83(1993)-  32 09 09.18052(N)    100 05 49.59944(W)     ADJUSTED  
 CU0936* NAVD 88     -       658.     (meters)    2159.     (feet)  SCALED    
 CU0936  ___________________________________________________________________
 CU0936  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CU0936  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CU0936
 CU0936  HORZ ORDER  -  THIRD
 CU0936
 CU0936.The horizontal coordinates were established by classical geodetic methods
 CU0936.and adjusted by the National Geodetic Survey in February 1996..
 CU0936.No horizontal observational check was made to the station.
 CU0936
 CU0936.The orthometric height was scaled from a topographic map.
 CU0936
 CU0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0936
 CU0936.The geoid height was determined by GEOID03.
 CU0936
 CU0936;                    North         East     Units Scale Factor Converg.
 CU0936;SPC TXNC     - 2,055,026.444   449,340.971   MT  0.99999473   -0 52 15.8
 CU0936;SPC TXNC     - 6,742,199.26  1,474,212.84   sFT  0.99999473   -0 52 15.8
 CU0936;SPC TX C     - 3,275,617.830   722,286.201   MT  1.00008343   +0 07 18.0
 CU0936;SPC TX C     -10,746,756.16  2,369,700.64   sFT  1.00008343   +0 07 18.0
 CU0936;UTM  14      - 3,557,872.102   396,541.187   MT  0.99973200   -0 35 02.1
 CU0936
 CU0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0936!SPC TXNC     -   0.99990074  x   0.99999473  =   0.99989547
 CU0936!SPC TX C     -   0.99990074  x   1.00008343  =   0.99998416
 CU0936!UTM  14      -   0.99990074  x   0.99973200  =   0.99963277
 CU0936
 CU0936|---------------------------------------------------------------------|
 CU0936| PID    Reference Object                     Distance      Geod. Az  |
 CU0936|                                                           dddmmss.s |
 CU0936| CX8730 STEVENS 2 RM 3                        8.757 METERS 12942     |
 CU0936| CX8731 STEVENS 2 RM 4                                     23747     |
 CU0936| CU0932 STEVENS                             175.756 METERS 32443     |
 CU0936| CX8727 STEVENS AZ MK                                      3481205.1 |
 CU0936|---------------------------------------------------------------------|
 CU0936
 CU0936                          SUPERSEDED SURVEY CONTROL
 CU0936
 CU0936  NAD 83(1986)-  32 09 09.18665(N)    100 05 49.58692(W) AD(       ) 3
 CU0936  NAD 27      -  32 09 08.70339(N)    100 05 48.24425(W) AD(       ) 3
 CU0936
 CU0936.Superseded values are not recommended for survey control.
 CU0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0936.See file dsdata.txt to determine how the superseded data were derived.
 CU0936
 CU0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9654157872(NAD 83)
 CU0936_MARKER: DS = TRIANGULATION STATION DISK
 CU0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0936
 CU0936  HISTORY     - Date     Condition        Report By
 CU0936  HISTORY     - 1971     MONUMENTED       NGS
 CU0936  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0936
 CU0936                          STATION DESCRIPTION
 CU0936
 CU0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CU0936'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF WINGATE,
 CU0936'4-1/2 MILES NORTH-NORTHEAST OF THE INTERSECTION OF U.S. HWY.
 CU0936'277 AND STATE HWY. 53, 1 MILE EAST OF SHEP AND 1/4 MILE
 CU0936'EAST OF U.S. HWY. 277 ON A LOW ROUND-TOP KNOB, JUST SOUTH OF
 CU0936'THE VALLEY CREEK FLOOD CONTROL DAM.
 CU0936'
 CU0936'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CU0936'277 AND STATE HIGHWAY 53, WHICH IS LOCATED ABOUT 4 MILES
 CU0936'NORTHWEST OF WINGATE.  GO NORTHERLY ON U.S. HIGHWAY 277 FOR
 CU0936'3.75 MILES TO THE JUNCTION OF FARM ROAD 1086 ON THE LEFT.
 CU0936'CONTINUE STRAIGHT AHEAD NORTH ON U.S. HWY. 277 FOR 1.15 MILES
 CU0936'TO A SIDE ROAD ON THE RIGHT, THIS IS JUST BEFORE REACHING
 CU0936'A CONCRETE BRIDGE.  TURN RIGHT PASSING THROUGH GATE AND FOLLOW
 CU0936'TRACK ROAD EASTERLY UP SLOPE OF KNOB FOR 0.15 MILE TO A FORK
 CU0936'IN TRACK ROAD, WHICH IS JUST AFTER REACHING THE TOP OF KNOB,
 CU0936'KEEP THE RIGHT FORK AND CONTINUE EASTERLY FOR 0.05 MILE TO
 CU0936'STATION ON THE RIGHT.
 CU0936'
 CU0936'STATION MARKS ARE STANDARD DISKS, STAMPED STEVENS 2 1971, THE
 CU0936'SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST
 CU0936'THAT PROJECTS ABOUT 2-INCHES.  IT IS 108 FEET SOUTH OF THE
 CU0936'WEST END OF A 8-INCH OIL PIPE-LINE THAT PROJECTS ABOUT 2 FEET
 CU0936'ABOVE THE GROUND, 99 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 CU0936'TRACK ROAD AND 6 FEET SOUTHWEST OF A METAL WITNESS POST.
 CU0936'
 CU0936'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED STEVENS
 CU0936'2 NO 3 1971, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 CU0936'IS FLUSH WITH THE GROUND.  IT IS 126 FEET SOUTH-SOUTHEAST OF
 CU0936'THE CENTER OF TRACK ROAD, 120 FEET SOUTH OF THE WEST END OF
 CU0936'A 8-INCH OIL PIPELINE THAT PROJECTS ABOUT 2 FEET ABOVE THE
 CU0936'GROUND AND 25 FEET SOUTHEAST OF A METAL WITNESS POST.
 CU0936'
 CU0936'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED STEVENS
 CU0936'2 NO 4 1971, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 CU0936'IS FLUSH WITH THE GROUND.  IT IS 176 FEET SOUTHWEST OF THE
 CU0936'WEST END OF A 8-INCH OIL PIPE-LINE THAT PROJECTS 2 FEET ABOVE
 CU0936'THE GROUND, 132 FEET SOUTH-SOUTHEAST OF THE CENTER OF TRACK
 CU0936'ROAD AND 85 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 CU0936'
 CU0936'AZIMUTH MARK IS A STANDARD DISK, STAMPED STEVENS 1961, SET
 CU0936'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 CU0936'GROUND.  IT IS 90 FEET SOUTHWEST OF A FENCE-CORNER, 21 FEET
 CU0936'SOUTHEAST OF THE CENTER OF GRADED ROAD, 1.2 FEET SOUTHEAST
 CU0936'OF A METAL WITNESS POST AND 1-FOOT SOUTHEAST OF FENCE-LINE.
 CU0936'
 CU0936'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD LEADING TO
 CU0936'STATION FROM U.S. HWY. 277, WHICH IS JUST SOUTH OF THE CONCRETE
 CU0936'BRIDGE.  GO NORTHERLY ON U.S. HWY. 277 FOR 0.4 MILE TO A SIDE
 CU0936'ROAD ON THE LEFT, JUST AFTER PASSING A FINA SERVICE STATION
 CU0936'ON THE LEFT.  TURN LEFT TO A FORK IN GRADED ROAD, THIS IS ONLY
 CU0936'A DISTANCE OF ABOUT 100 FEET AFTER LEAVING U.S. HWY. 277.
 CU0936'AT THE FORK IN GRADED ROAD, BEAR LEFT AND GO SOUTHERLY ON
 CU0936'GRADED ROAD FOR 0.1 MILE TO AZIMUTH MARK ON THE LEFT.
 CU0936'
 CU0936'NOTE--THE VALLEY CREEK FLOOD CONTROL DAM THAT IS MENTIONED
 CU0936'IN THE DESCRIPTION IS A PROPOSED SITE, THEREFORE IF DAM IS NOT
 CU0936'FOUND NEAR THE STATION, JUST FORGET IT.
 CU0936
 CU0936                          STATION RECOVERY (1994)
 CU0936
 CU0936'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0933 ***********************************************************************
 GK0933  DESIGNATION -  STEVENS RR SIDING GRAIN ELEV
 GK0933  PID         -  GK0933
 GK0933  STATE/COUNTY-  TX/SHERMAN
 GK0933  USGS QUAD   -  STEVENS (1965)
 GK0933
 GK0933                         *CURRENT SURVEY CONTROL
 GK0933  ___________________________________________________________________
 GK0933* NAD 83(1993)-  36 25 08.04104(N)    101 55 36.28000(W)     ADJUSTED  
 GK0933* NAVD 88     -                                                        
 GK0933  ___________________________________________________________________
 GK0933  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GK0933  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 GK0933
 GK0933  HORZ ORDER  -  THIRD
 GK0933
 GK0933.The horizontal coordinates were established by classical geodetic methods
 GK0933.and adjusted by the National Geodetic Survey in February 1996..
 GK0933
 GK0933
 GK0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0933
 GK0933.The geoid height was determined by GEOID03.
 GK0933
 GK0933;                    North         East     Units Scale Factor Converg.
 GK0933;SPC TX N     - 1,268,443.858   161,725.354   MT  1.00006346   -0 14 50.3
 GK0933;SPC TX N     - 4,161,552.89    530,593.93   sFT  1.00006346   -0 14 50.3
 GK0933;SPC OK N     -   164,553.053   247,943.972   MT  0.99995501   -2 19 02.5
 GK0933;SPC OK N     -   539,871.14    813,462.85   sFT  0.99995501   -2 19 02.5
 GK0933;UTM  14      - 4,034,393.234   237,587.594   MT  1.00044849   -1 44 18.8
 GK0933;UTM  13      - 4,034,802.068   775,552.274   MT  1.00053561   +1 49 32.5
 GK0933
 GK0933                          SUPERSEDED SURVEY CONTROL
 GK0933
 GK0933  NAD 83(1993)-  36 25 08.04097(N)    101 55 36.28000(W) AD(       ) 4
 GK0933  NAD 83(1986)-  36 25 08.05069(N)    101 55 36.26682(W) AD(       ) 4
 GK0933  NAD 27      -  36 25 07.91500(N)    101 55 34.69100(W) AD(       ) 3
 GK0933
 GK0933.Superseded values are not recommended for survey control.
 GK0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0933.See file dsdata.txt to determine how the superseded data were derived.
 GK0933
 GK0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3758834393(NAD 83)
 GK0933_MARKER: 65 = GRAIN ELEVATOR
 GK0933
 GK0933  HISTORY     - Date     Condition        Report By
 GK0933  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0933
 GK0933                          STATION DESCRIPTION
 GK0933
 GK0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0933'STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 54 AT
 GK0933'THE STEVENS RAILROAD SIDING.  THE ELEVATOR IS PAINTED GRAY AND
 GK0933'IS ABOUT 50 FEET IN HEIGHT.  THE CENTER OF THE TOP OF ELEVATOR
 GK0933'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0458 ***********************************************************************
 BO0458  DESIGNATION -  STEWART
 BO0458  PID         -  BO0458
 BO0458  STATE/COUNTY-  TX/SUTTON
 BO0458  USGS QUAD   -  STEWART RANCH (1987)
 BO0458
 BO0458                         *CURRENT SURVEY CONTROL
 BO0458  ___________________________________________________________________
 BO0458* NAD 83(1993)-  30 18 19.05870(N)    100 17 20.29529(W)     ADJUSTED  
 BO0458* NAVD 88     -       714.     (meters)    2343.     (feet)  SCALED    
 BO0458  ___________________________________________________________________
 BO0458  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 BO0458  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 BO0458
 BO0458  HORZ ORDER  -  FIRST
 BO0458
 BO0458.The horizontal coordinates were established by classical geodetic methods
 BO0458.and adjusted by the National Geodetic Survey in February 1996..
 BO0458
 BO0458.The orthometric height was scaled from a topographic map.
 BO0458
 BO0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0458
 BO0458.The geoid height was determined by GEOID03.
 BO0458
 BO0458;                    North         East     Units Scale Factor Converg.
 BO0458;SPC TX C     - 3,070,797.125   704,267.010   MT  0.99995500   +0 01 22.3
 BO0458;SPC TX C     -10,074,773.57  2,310,582.68   sFT  0.99995500   +0 01 22.3
 BO0458;SPC TXSC     - 4,274,654.506   476,016.144   MT  1.00000642   -0 37 53.3
 BO0458;SPC TXSC     -14,024,428.99  1,561,729.63   sFT  1.00000642   -0 37 53.3
 BO0458;UTM  14      - 3,353,318.764   376,058.855   MT  0.99978951   -0 39 01.8
 BO0458
 BO0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0458!SPC TX C     -   0.99989134  x   0.99995500  =   0.99984634
 BO0458!SPC TXSC     -   0.99989134  x   1.00000642  =   0.99989776
 BO0458!UTM  14      -   0.99989134  x   0.99978951  =   0.99968087
 BO0458
 BO0458|---------------------------------------------------------------------|
 BO0458| PID    Reference Object                     Distance      Geod. Az  |
 BO0458|                                                           dddmmss.s |
 BO0458| CV6416 STEWART RM 1                         48.062 METERS 12556     |
 BO0458| CV6417 STEWART RM 2                         30.573 METERS 24258     |
 BO0458| CV6415 STEWART AZ MK                                      3484215.2 |
 BO0458|---------------------------------------------------------------------|
 BO0458
 BO0458                          SUPERSEDED SURVEY CONTROL
 BO0458
 BO0458  NAD 83(1986)-  30 18 19.05848(N)    100 17 20.28157(W) AD(       ) 1
 BO0458  NAD 27      -  30 18 18.35500(N)    100 17 18.97300(W) AD(       ) 1
 BO0458
 BO0458.Superseded values are not recommended for survey control.
 BO0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0458.See file dsdata.txt to determine how the superseded data were derived.
 BO0458
 BO0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU7605953319(NAD 83)
 BO0458_MARKER: DS = TRIANGULATION STATION DISK
 BO0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0458
 BO0458  HISTORY     - Date     Condition        Report By
 BO0458  HISTORY     - 1935     MONUMENTED       CGS
 BO0458
 BO0458                          STATION DESCRIPTION
 BO0458
 BO0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0458'STATION IS ON THE LAND OF GORDON STEWART, ON A HIGH, FLAT
 BO0458'RIDGE, ABOUT 29 MILES SE OF SONORA, ABOUT 21 MILES NNW OF
 BO0458'ROCKSPRINGS.  MARK IS 28 FEET E BY S OF CENTER OF WINDMILL,
 BO0458'55 FEET SW OF EDGE OF RESERVOIR, 103 FEET NE BY N OF FENCE,
 BO0458'AND PROJECTS 6 INCHES.
 BO0458'
 BO0458'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BO0458'BRONZE DISKS SET IN CONCRETE.
 BO0458'
 BO0458'REFERENCE MARK NO. 1 IS E OF STATION, 2 FEET W OF FENCE, AND
 BO0458'PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS SW OF STATION, 24
 BO0458'FEET NE OF FENCE, AND PROJECTS 8 INCHES.
 BO0458'
 BO0458'AZIMUTH MARK IS NW OF STATION.  TO REACH, FOLLOW ROAD BACK FOR
 BO0458'0.5 MILE TO MARK ON RIGHT AT GATE AND FENCE CORNER.  MARK IS
 BO0458'1 FOOT S OF FENCE, 17 FEET E OF FENCE, AND PROJECTS 8 INCHES.
 BO0458'
 BO0458'TO REACH THE STATION FROM THE POST OFFICE IN ROCKSPRINGS,
 BO0458'GO E ON STATE HIGHWAY 41 FOR 0.2 MILE, TURN LEFT, GO 2.0 MILES,
 BO0458'TAKE LEFT FORK ONTO STATE HIGHWAY 29, GO 15.1 MILES TURN
 BO0458'LEFT THROUGH BUMP GATE AT SIGN W.J. GREER, J.D. PHILLIPS,
 BO0458'H. TOBIN ONTO STATION B ROAD (STATION B IS AN HUMBLE OIL COMPANY
 BO0458'PUMPING STATION), FOLLOW MAIN ROAD FOR 13.9 MILES, TURN LEFT
 BO0458'AT BUMP GATE ON RIGHT, GO 1.8 MILES OR 0.05 MILE BEFORE COMING
 BO0458'TO THE ENTRANCE TO STATION B, TURN LEFT ONTO DIM ROAD, GO
 BO0458'0.15 MILE, TAKE RIGHT FORK, GO 0.3 MILE AROUND STATION B,
 BO0458'TURN LEFT, GO 0.1 MILE TO GATE, PASS THROUGH, GO 0.2 MILE,
 BO0458'TAKE LEFT FORK, GO 0.15 MILE, TAKE LEFT FORK, GO 0.6 MILE,
 BO0458'TAKE LEFT FORK, GO 1.15 MILES, PASS THROUGH GATE, GO 1.5
 BO0458'MILES, PASS THROUGH TWO GATES IN CORRAL OF THE GORDON
 BO0458'STEWART RANCH, CONTINUE AHEAD (S) FOR 0.2 MILE, TAKE RIGHT
 BO0458'FORK, GO 0.6 MILE, TAKE LEFT FORK, GO 0.8 MILE, PASS
 BO0458'THROUGH GATE, GO 0.05 MILE, TAKE RIGHT FORK, GO 0.15
 BO0458'MILE TO STATION BY WINDMILL AND RESERVOIR.
 BO0458'
 BO0458'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1060 ***********************************************************************
 CT1060  DESIGNATION -  STEWART
 CT1060  PID         -  CT1060
 CT1060  STATE/COUNTY-  TX/SHACKELFORD
 CT1060  USGS QUAD   -  ACAMPO (1987)
 CT1060
 CT1060                         *CURRENT SURVEY CONTROL
 CT1060  ___________________________________________________________________
 CT1060* NAD 83(1993)-  32 42 38.16273(N)    099 25 16.00841(W)     ADJUSTED  
 CT1060* NAVD 88     -       602.     (meters)    1975.     (feet)  SCALED    
 CT1060  ___________________________________________________________________
 CT1060  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 CT1060  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CT1060
 CT1060  HORZ ORDER  -  FIRST
 CT1060
 CT1060.The horizontal coordinates were established by classical geodetic methods
 CT1060.and adjusted by the National Geodetic Survey in February 1996..
 CT1060
 CT1060.The orthometric height was scaled from a topographic map.
 CT1060
 CT1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1060
 CT1060.The geoid height was determined by GEOID03.
 CT1060
 CT1060;                    North         East     Units Scale Factor Converg.
 CT1060;SPC TXNC     - 2,116,140.408   513,649.649   MT  0.99989023   -0 30 08.5
 CT1060;SPC TXNC     - 6,942,703.99  1,685,198.89   sFT  0.99989023   -0 30 08.5
 CT1060;UTM  14      - 3,619,283.238   460,533.263   MT  0.99961921   -0 13 39.3
 CT1060
 CT1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1060!SPC TXNC     -   0.99991000  x   0.99989023  =   0.99980024
 CT1060!UTM  14      -   0.99991000  x   0.99961921  =   0.99952925
 CT1060
 CT1060|---------------------------------------------------------------------|
 CT1060| PID    Reference Object                     Distance      Geod. Az  |
 CT1060|                                                           dddmmss.s |
 CT1060| CX8733 STEWART RM 1                         21.751 METERS 02337     |
 CT1060| CX8732 STEWART AZ MK                                      1131022.0 |
 CT1060| CX8734 STEWART RM 2                         16.572 METERS 13528     |
 CT1060|---------------------------------------------------------------------|
 CT1060
 CT1060                          SUPERSEDED SURVEY CONTROL
 CT1060
 CT1060  NAD 83(1986)-  32 42 38.16880(N)    099 25 15.99924(W) AD(       ) 1
 CT1060  NAD 27      -  32 42 37.74100(N)    099 25 14.71100(W) AD(       ) 1
 CT1060
 CT1060.Superseded values are not recommended for survey control.
 CT1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1060.See file dsdata.txt to determine how the superseded data were derived.
 CT1060
 CT1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB6053319283(NAD 83)
 CT1060_MARKER: DS = TRIANGULATION STATION DISK
 CT1060_SETTING: 66 = SET IN ROCK OUTCROP
 CT1060_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CT1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT1060
 CT1060  HISTORY     - Date     Condition        Report By
 CT1060  HISTORY     - 1935     MONUMENTED       USGS
 CT1060  HISTORY     - 1938     GOOD             TXHD
 CT1060  HISTORY     - 1957     GOOD             CGS
 CT1060  HISTORY     - 1965     GOOD             USGS
 CT1060  HISTORY     - 1965     GOOD             USGS
 CT1060
 CT1060                          STATION DESCRIPTION
 CT1060
 CT1060'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 CT1060'STATION IS LOCATED ON THE LAND OF W.P. NEWELL, ABOUT 7-1/4 MILES
 CT1060'W BY SW OF ALBANY, AND ABOUT 0.2 MILE N OF U.S. HIGHWAY 80.
 CT1060'MARK IS FLUSH WITH THE GROUND.  NO UNDERGROUND MARK WAS SET
 CT1060'DUE TO SUBSURFACE ROCK.
 CT1060'
 CT1060'THIS STATION WAS AN OLD ONE OF THE U.S.G.S., AND THE TRIANGULATION
 CT1060'STATION WAS PUT IN THE SAME PLACE.  ROCK MARKING ORIGINAL
 CT1060'STATION MAY HAVE BEEN MOVED.
 CT1060'
 CT1060'SURFACE MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD
 CT1060'BRONZE DISKS SET IN CONCRETE, IN OUTCROPPING BEDROCK.
 CT1060'
 CT1060'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE,
 CT1060'
 CT1060'REFERENCE MARK NO. 1 IS N BY E OF STATION.  MARK PROJECTS 8
 CT1060'INCHES.
 CT1060'
 CT1060'REFERENCE MARK NO. 2 IS SE OF STATION.  MARK IS FLUSH WITH
 CT1060'THE GROUND.
 CT1060'
 CT1060'AZIMUTH MARK IS E OF STATION.  TO REACH, GO BACK TO ACAMPO
 CT1060'CAFE, TURN LEFT ONTO U.S. HIGHWAY 80, AND GO 1.1 MILES TO MARK
 CT1060'ON LEFT SIDE OF ROAD, IN FENCE LINE.  MARK IS 45 FEET N OF
 CT1060'CENTER LINE OF ROAD AND IS FLUSH WITH THE GROUND.
 CT1060'
 CT1060'TO REACH FROM THE COURTHOUSE IN ALBANY, GO W ON U.S. HIGHWAY
 CT1060'80, FOR 8.3 MILES, TO ACAMPO CAFE AND FILLING STATION.  THIS IS
 CT1060'ABOUT 0.05 MILE E OF POINT WHERE A PAVED ROAD FORKS TO THE N
 CT1060'FROM U.S. HIGHWAY 80.  TURN RIGHT, PASS THROUGH GATE AT REAR OF
 CT1060'CAFE, TURN RIGHT AGAIN AND GO 0.35 MILE NNE ALONG RIDGE TO
 CT1060'STATION NEAR EDGE OF BREAK.
 CT1060'
 CT1060'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CT1060
 CT1060                          STATION RECOVERY (1938)
 CT1060
 CT1060'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CT1060'DESCRIPTION AS GIVEN BY C.I.A., IN REACHING STATION, SATISFACTORY.
 CT1060'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CT1060'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CT1060
 CT1060                          STATION RECOVERY (1957)
 CT1060
 CT1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1060'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1060'CONDITION.  FOLLOWING IS A NEW DESCRIPTION TO REACH FROM ALBANY--
 CT1060'
 CT1060'TO REACH FROM ALBANY, FROM THE COUNTY COURT HOUSE, GO WESTERLY
 CT1060'ON U.S. HIGHWAYS 180 AND 380 FOR 8.4 MILES TO A CATTLE GUARD
 CT1060'ON THE RIGHT JUST AFTER REACHING DIVIDED HIGHWAY, TURN RIGHT
 CT1060'ACROSS CATTLE GUARD AND FOLLOW DIM ROAD NORTHEAST FOR 0.3 MILE
 CT1060'TO STATION ON HIGHEST POINT OF RIDGE.
 CT1060'
 CT1060'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO CATTLE
 CT1060'GUARD THEN TURN LEFT AND GO EASTERLY ON HIGHWAY FOR 1.1 MILES TO
 CT1060'THE MARK ON THE LEFT.  THE MARK IS JUST SOUTH OF FENCE LINE,
 CT1060'IN ROCK JUST BELOW GROUND LEVEL, 40 PACES NORTHEAST ACROSS
 CT1060'HIGHWAY FROM THE EAST ONE OF A ROW OF GUARD POSTS AND 50 FEET
 CT1060'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A SMALL TRIANGLE
 CT1060'WAS CUT ON FENCE POSTS ON EACH SIDE OF THE MARK.
 CT1060
 CT1060                          STATION RECOVERY (1965)
 CT1060
 CT1060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT1060'REVISED TO REACH--FROM THE TRAFFIC LIGHT AT THE ALBANY COURTHOUSE,
 CT1060'GO WEST ON U.S. 380 AND 180 FOR 8.5 MILES TO JUNCTION.  TURN RIGHT
 CT1060'THROUGH CATTLEGUARD AND FOLLOW TRACK ROAD FOR 0.1 MILE.
 CT1060'BEAR RIGHT (NE) ACROSS COUNTRY FOR 0.2 MILE TO STATION.
 CT1060
 CT1060                          STATION RECOVERY (1965)
 CT1060
 CT1060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT1060'IN SHACKELFORD COUNTY, TEXAS, IN CHARLES STEWARTS PASTURE, ABOUT 9 MI.
 CT1060'W. FROM ALBANY AND ONE-EIGHTH MI. N. FROM THE POINT WHERE THE ALBANY
 CT1060'AND RISING SUN ROAD CROSSES A HIGH RIDGE, ABOUT 1.25 MI. N. OF GEORGE
 CT1060'COATES HOUSE.
 CT1060'
 CT1060'RECOVERED BY NGS IN 1957.
 CT1060'
 CT1060'RECOVERED BY USGS IN 1965 AND REVISED TO REACH DESCRIPTION FOLLOWS
 CT1060'
 CT1060'FROM THE TRAFFIC LIGHT AT THE ALBANY COURTHOUSE, GO W. ON U.S. 380
 CT1060'AND 180 FOR 8.5 MI. TO JUNCTION, TURN RIGHT THROUGH CATTLEGUARD AND
 CT1060'FOLLOW TRACK RD. FOR 0.1 MI., BEAR RIGHT (NE.) ACROSS COUNTRY FOR
 CT1060'0.2 MI. TO STATION.
 CT1060'
 CT1060'STATION MARK--A USC AND GS STANDARD DISK SET IN THE SAME PLACE AS
 CT1060'THE OLD USGS TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0663 ***********************************************************************
 DP0663  DESIGNATION -  STEWART
 DP0663  PID         -  DP0663
 DP0663  STATE/COUNTY-  TX/HALE
 DP0663  USGS QUAD   -  JULIA LAKE (1968)
 DP0663
 DP0663                         *CURRENT SURVEY CONTROL
 DP0663  ___________________________________________________________________
 DP0663* NAD 83(1993)-  33 55 29.65695(N)    101 41 47.72330(W)     ADJUSTED  
 DP0663* NAVD 88     -      1009.1    (meters)    3311.     (feet)  VERTCON   
 DP0663  ___________________________________________________________________
 DP0663  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DP0663  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DP0663
 DP0663  HORZ ORDER  -  FIRST
 DP0663
 DP0663.The horizontal coordinates were established by classical geodetic methods
 DP0663.and adjusted by the National Geodetic Survey in February 1996..
 DP0663
 DP0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0663
 DP0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0663
 DP0663.The geoid height was determined by GEOID03.
 DP0663
 DP0663;                    North         East     Units Scale Factor Converg.
 DP0663;SPC TXNC     - 2,254,923.786   304,473.090   MT  0.99998862   -1 44 36.2
 DP0663;SPC TXNC     - 7,398,029.12    998,925.46   sFT  0.99998862   -1 44 36.2
 DP0663;UTM  14      - 3,757,104.944   250,721.884   MT  1.00036609   -1 30 20.7
 DP0663
 DP0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0663!SPC TXNC     -   0.99984566  x   0.99998862  =   0.99983429
 DP0663!UTM  14      -   0.99984566  x   1.00036609  =   1.00021170
 DP0663
 DP0663:                Primary Azimuth Mark                     Grid Az
 DP0663:SPC TXNC     -  PETERSBURG RAILROAD WATER TANK           122 05 36.5
 DP0663:UTM  14      -  PETERSBURG RAILROAD WATER TANK           121 51 21.0
 DP0663
 DP0663|---------------------------------------------------------------------|
 DP0663| PID    Reference Object                     Distance      Geod. Az  |
 DP0663|                                                           dddmmss.s |
 DP0663| DP0655 PETERSBURG RAILROAD WATER TANK      APPROX.10.6 KM 1202100.3 |
 DP0663| CJ8554 STEWART RM 1                                       18121     |
 DP0663| DP0681 TUCO UTILITIES CO WATER TANK        APPROX.14.8 KM 2465533.6 |
 DP0663| CJ8555 STEWART RM 2                         29.883 METERS 26816     |
 DP0663| EN0872 HALE CENTER MUNICIPAL TANK          APPROX.20.7 KM 3184616.4 |
 DP0663| EN0857 PLAINVIEW MUNICIPAL TANK            APPROX.29.0 KM 3591234.2 |
 DP0663|---------------------------------------------------------------------|
 DP0663
 DP0663                          SUPERSEDED SURVEY CONTROL
 DP0663
 DP0663  NAD 83(1993)-  33 55 29.66248(N)    101 41 47.71622(W) AD(       ) 1
 DP0663  NAD 83(1986)-  33 55 29.66308(N)    101 41 47.71688(W) AD(       ) 1
 DP0663  NAD 27      -  33 55 29.38000(N)    101 41 46.10000(W) AD(       ) 1
 DP0663  NGVD 29 (07/19/86) 1008.7    (m)         3309.     (f) VERT ANG       
 DP0663
 DP0663.Superseded values are not recommended for survey control.
 DP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0663.See file dsdata.txt to determine how the superseded data were derived.
 DP0663
 DP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5072257105(NAD 83)
 DP0663_MARKER: DS = TRIANGULATION STATION DISK
 DP0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0663
 DP0663  HISTORY     - Date     Condition        Report By
 DP0663  HISTORY     - 1932     MONUMENTED       CGS
 DP0663  HISTORY     - 1940     GOOD             HUMBLE
 DP0663  HISTORY     - 1955     SEE DESCRIPTION  USGS
 DP0663  HISTORY     - 1964     POOR             CGS
 DP0663  HISTORY     - 1964     SEE DESCRIPTION  CGS
 DP0663
 DP0663                          STATION DESCRIPTION
 DP0663
 DP0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0663'ABOUT 18 MILES DUE S OF PLAINVIEW, ABOUT 9-1/2 MILES S AND
 DP0663'8 MILES E OF HALE CENTER, ON LAND OWNED AND OCCUPIED BY MR.
 DP0663'B.H. STEWART, 33 FEET S OF FENCE LINE, 68 FEET E OF CENTER
 DP0663'OF ROAD, AND 109.5 FEET NW OF NW CORNER OF FARMHOUSE.  TO
 DP0663'REACH FROM PLAINVIEW GO S ON STREET ALONG W SIDE OF COURTHOUSE
 DP0663'SQUARE 0.4 MILE FROM WINDMILL ON W SIDE OF SQUARE TO POINT
 DP0663'WHERE MAIN HIGHWAY (U.S. HIGHWAY 385) TURNS RIGHT (W).
 DP0663'CONTINUE STRAIGHT AHEAD 0.2 MILE.  TURN LEFT (E) AND GO 0.3
 DP0663'MILE.  THEN RIGHT (S) AND GO DUE S 17.5 MILES TO AN
 DP0663'UNPAINTED HOUSE ON E SIDE OF ROAD AND STATION SITE, REACHED
 DP0663'JUST AFTER JOGGING TO W AROUND A LAKE.  TO REACH STATION FROM
 DP0663'THE FIRST NATIONAL BANK AT HALE CENTER, GO S 10.0 MILES ON
 DP0663'U.S. HIGHWAY 385, TURN LEFT (E) AND GO 9.0 MILES TO
 DP0663'CROSSROADS.  (ABOUT 1 MILE OF THIS STRETCH WILL BE THROUGH
 DP0663'PASTURE LAND ALONG SECTION-LINE FENCE, BUT IS PASSABLE AT ALL
 DP0663'TIMES.) TURN LEFT (N) AT CROSSROADS, AND GO 0.3 MILE
 DP0663'TO HOUSE MENTIONED ABOVE AND STATION SITE.
 DP0663'
 DP0663'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 DP0663'SET IN CONCRETE.
 DP0663'
 DP0663'SURFACE MARK PROJECTS 6 INCHES ABOVE GROUND.
 DP0663'
 DP0663'REFERENCE MARK NO. 1 PROJECTS 2 INCHES ABOVE THE GROUND, IS
 DP0663'2.3 FEET E OF N-S FENCE LINE, 24 FEET N OF E-W FENCE LINE,
 DP0663'21 FEET E OF CENTER LINE OF ROAD, 30 FEET NE OF ROAD INTERSECTION,
 DP0663'AND 0.30 MILE FROM STATION, S 01 DEG 21 MIN W.
 DP0663'
 DP0663'REFERENCE MARK NO. 2 PROJECTS 8 INCHES ABOVE GROUND, IS 0.5
 DP0663'FOOT W OF N-S FENCE LINE, 30 FEET W OF CENTER OF ROAD, AND
 DP0663'98.04 FEET FROM STATION, S 88 DEG 16 MIN W.
 DP0663'
 DP0663'OTHER BEARINGS FROM STATION ARE--WEST TEXAS UTILITIES COMPANY,
 DP0663'TANK (TUCO), 1-1/2 MILES N OF ABERNATHY, S 66 DEG 56 MIN W.
 DP0663'HALE CENTER, MUNICIPAL WATER TANK, FINIAL, N 41 DEG 14 MIN W.
 DP0663'19 SEC.  PLAINVIEW, MUNICIPAL WATER TANK, FINIAL,
 DP0663'N 0 DEG 47 MIN W.  PETERSBURG, RAILROAD WATER TANK, FINIAL,
 DP0663'S 59 DEG 39 MIN E.
 DP0663
 DP0663                          STATION RECOVERY (1940)
 DP0663
 DP0663'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1940
 DP0663'THE AZIMUTH MARK FOR STATION STEWART WAS PULLED UP COMPLETELY.
 DP0663
 DP0663                          STATION RECOVERY (1955)
 DP0663
 DP0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DP0663'STATION WAS REMOVED.  REFERENCE MARK NO. 1 MOVED FROM ESTABLISHED
 DP0663'POSITION.  IS NOW SET 28 FEET SOUTH OF ROAD EAST AND 49 FEET
 DP0663'EAST OF FARM ROAD 400.  DIRECTION ARROW ON TABLET POINTS
 DP0663'WEST.  REFERENCE MARK NO. 2 FOUND IN PLACE.  IT IS 0.33 MILES
 DP0663'NORTH OF CROSSROADS.  41 FEET WEST OF CENTERLINE FARM ROAD
 DP0663'400.  116 FEET SOUTH OF FIELD ROAD WEST.  1.8 FEET WEST OF
 DP0663'FENCE.  ABOUT 0.3 FEET BELOW SURROUNDING GROUND.  USING
 DP0663'AZIMUTH AND DISTANCE FROM REFERENCE MARK NO. 2, EXCAVATION
 DP0663'WAS MADE TO A DEPTH OF 4 FEET IN SEARCH FOR UNDERGROUND
 DP0663'STATION MARK, BELIEVE DESTROYED.
 DP0663
 DP0663                          STATION RECOVERY (1964)
 DP0663
 DP0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ORC)
 DP0663'FAILED TO LOCATE STATION AND R.M. 2.  R.M. 1 WAS LOCATED
 DP0663'BUT APPARENTLY HAS BEEN DISTURBED.  COUNTY SURVEYOR SAID GEODETIC
 DP0663'MEN CHECKED ON THIS STATION RECENTLY AND FAILED TO LOCATE IT.
 DP0663
 DP0663                          STATION RECOVERY (1964)
 DP0663
 DP0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0663'THE STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND AND IS BELIEVED
 DP0663'DESTROYED.  TRIANGULATION STATION STEWART 2 WAS ESTABLISHED.  SEE
 DP0663'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0665 ***********************************************************************
 DP0665  DESIGNATION -  STEWART 2
 DP0665  PID         -  DP0665
 DP0665  STATE/COUNTY-  TX/HALE
 DP0665  USGS QUAD   -  JULIA LAKE (1968)
 DP0665
 DP0665                         *CURRENT SURVEY CONTROL
 DP0665  ___________________________________________________________________
 DP0665* NAD 83(1993)-  33 55 40.76710(N)    101 41 43.89157(W)     ADJUSTED  
 DP0665* NAVD 88     -      1009.     (meters)    3310.     (feet)  SCALED    
 DP0665  ___________________________________________________________________
 DP0665  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DP0665  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DP0665
 DP0665  HORZ ORDER  -  SECOND
 DP0665
 DP0665.The horizontal coordinates were established by classical geodetic methods
 DP0665.and adjusted by the National Geodetic Survey in February 1996..
 DP0665
 DP0665.The orthometric height was scaled from a topographic map.
 DP0665
 DP0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0665
 DP0665.The geoid height was determined by GEOID03.
 DP0665
 DP0665;                    North         East     Units Scale Factor Converg.
 DP0665;SPC TXNC     - 2,255,262.950   304,581.872   MT  0.99998944   -1 44 34.2
 DP0665;SPC TXNC     - 7,399,141.86    999,282.36   sFT  0.99998944   -1 44 34.2
 DP0665;UTM  14      - 3,757,444.683   250,829.299   MT  1.00036543   -1 30 19.0
 DP0665
 DP0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0665!SPC TXNC     -   0.99984562  x   0.99998944  =   0.99983506
 DP0665!UTM  14      -   0.99984562  x   1.00036543  =   1.00021099
 DP0665
 DP0665|---------------------------------------------------------------------|
 DP0665| PID    Reference Object                     Distance      Geod. Az  |
 DP0665|                                                           dddmmss.s |
 DP0665| CJ8557 STEWART 2 RM 3                       30.736 METERS 07045     |
 DP0665| CJ8558 STEWART 2 RM 4                       22.966 METERS 34131     |
 DP0665| CJ8556 STEWART 2 AZ MK                                    3544302.0 |
 DP0665|---------------------------------------------------------------------|
 DP0665
 DP0665                          SUPERSEDED SURVEY CONTROL
 DP0665
 DP0665  NAD 83(1986)-  33 55 40.77308(N)    101 41 43.88530(W) AD(       ) 2
 DP0665  NAD 27      -  33 55 40.49381(N)    101 41 42.27515(W) AD(       ) 2
 DP0665
 DP0665.Superseded values are not recommended for survey control.
 DP0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0665.See file dsdata.txt to determine how the superseded data were derived.
 DP0665
 DP0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5082957445(NAD 83)
 DP0665_MARKER: DS = TRIANGULATION STATION DISK
 DP0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0665
 DP0665  HISTORY     - Date     Condition        Report By
 DP0665  HISTORY     - 1964     MONUMENTED       CGS
 DP0665
 DP0665                          STATION DESCRIPTION
 DP0665
 DP0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0665'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF HALE CENTER,
 DP0665'10-1/2 MILES NORTHEAST OF ABERNATHY, 6-3/4 MILES NORTHWEST OF
 DP0665'PETERSBURG AND IN THE VICINITY OF TRIANGULATION STATION STEWART 1932
 DP0665'WHICH IS BELIEVED TO BE DESTROYED.
 DP0665'
 DP0665'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM ROAD 54 AND 789
 DP0665'IN THE NORTHWEST EDGE OF PETERSBURG, GO WEST ON FARM ROAD 54 FOR 5.1
 DP0665'MILES TO ITS JUNCTION WITH FARM ROAD 400.  TURN RIGHT AND GO NORTH
 DP0665'ON FARM ROAD 400 FOR 3.7 MILES TO A FARM ROAD ON THE RIGHT.  (TO
 DP0665'REACH THE AZIMUTH MARK CONTINUE AHEAD ON FARM ROAD 400 FOR 0.65
 DP0665'MILE TO A POINT JUST BEFORE REACHING THE TOP OF A LOW HILL AND THE
 DP0665'MARK ON THE LEFT.) TURN RIGHT AND GO EAST FOR 0.05 MILE TO A FARM
 DP0665'HOUSE ON THE LEFT.  TURN LEFT AND GO NORTH, PASSING TO THE EAST OF
 DP0665'THE HOUSE, FOR 0.05 MILE TO THE BARNYARD AND THE STATION.
 DP0665'
 DP0665'THE STATION MARK IS A STANDARD DISK, STAMPED STEWART 2 1964, SET IN
 DP0665'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 DP0665'GROUND.  IT IS 86 FEET NORTH OF THE NORTHWEST CORNER OF THE FARM
 DP0665'HOUSE, 46.8 FEET NORTHEAST OF A TRANSFORMER POWER LINE POLE, 45.2
 DP0665'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BUILDING, 36.0 FEET
 DP0665'NORTH OF THE SOUTH BARNYARD FENCE AND 27.5 FEET EAST OF THE WEST
 DP0665'BARNYARD FENCE.
 DP0665'
 DP0665'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED STEWART 2 NO 3 1964, SET
 DP0665'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 DP0665'THE GROUND.  IT IS 27.8 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A
 DP0665'WINDMILL, 24.0 FEET WEST OF THE SOUTHEAST CORNER OF A CORRAL
 DP0665'FENCE, 1.3 FEET SOUTH OF THE CORRAL FENCE AND AT ABOUT THE SAME
 DP0665'ELEVATION AS THE STATION.
 DP0665'
 DP0665'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED STEWART 2 NO 4 1964,
 DP0665'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 DP0665'WITH THE GROUND.  IT IS 24.6 FEET WEST OF THE SOUTHWEST CORNER OF A
 DP0665'SMALL BUILDING, 15.3 FEET SOUTH OF A FENCE CORNER, 2.0 FEET SOUTH
 DP0665'OF A WITNESS POST, 1.7 FEET EAST OF THE WEST BARNYARD FENCE, AND AT
 DP0665'ABOUT THE SAME ELEVATION AS THE STATION.
 DP0665'
 DP0665'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED STEWART 2 1964, SET IN
 DP0665'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 DP0665'ABOVE THE GROUND.  IT IS 49 FEET WEST OF THE CENTER OF FARM ROAD
 DP0665'400, 5.0 FEET EAST SOUTHEAST OF A POWER LINE POLE, 2.2 FEET SOUTH OF
 DP0665'A WITNESS POST AND 1.6 FEET EAST OF A FENCE.
 DP0665'
 DP0665'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0363 ***********************************************************************
 AX0363  DESIGNATION -  STILES
 AX0363  PID         -  AX0363
 AX0363  STATE/COUNTY-  TX/COLORADO
 AX0363  USGS QUAD   -  BONUS (1981)
 AX0363
 AX0363                         *CURRENT SURVEY CONTROL
 AX0363  ___________________________________________________________________
 AX0363* NAD 83(1993)-  29 29 44.25688(N)    096 18 53.75161(W)     ADJUSTED  
 AX0363* NAVD 88     -        50.12   (+/-2cm)     164.4    (feet)  VERTCON   
 AX0363  ___________________________________________________________________
 AX0363  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AX0363  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0363
 AX0363  HORZ ORDER  -  FIRST
 AX0363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0363
 AX0363.The horizontal coordinates were established by classical geodetic methods
 AX0363.and adjusted by the National Geodetic Survey in February 1996..
 AX0363
 AX0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0363.The vertical order pertains to the NGVD 29 superseded value.
 AX0363
 AX0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0363
 AX0363.The geoid height was determined by GEOID03.
 AX0363
 AX0363;                    North         East     Units Scale Factor Converg.
 AX0363;SPC TXSC     - 4,187,214.596   860,314.895   MT  0.99986716   +1 18 55.6
 AX0363;SPC TXSC     -13,737,553.22  2,822,549.78   sFT  0.99986716   +1 18 55.6
 AX0363;UTM  14      - 3,265,903.478   760,317.646   MT  1.00043624   +1 19 21.9
 AX0363
 AX0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0363!SPC TXSC     -   0.99999640  x   0.99986716  =   0.99986356
 AX0363!UTM  14      -   0.99999640  x   1.00043624  =   1.00043264
 AX0363
 AX0363:                Primary Azimuth Mark                     Grid Az
 AX0363:SPC TXSC     -  STILES AZ MK 2                           016 40 02.0
 AX0363:UTM  14      -  STILES AZ MK 2                           016 39 35.7
 AX0363
 AX0363|---------------------------------------------------------------------|
 AX0363| PID    Reference Object                     Distance      Geod. Az  |
 AX0363|                                                           dddmmss.s |
 AX0363| CV6829 STILES AZ MK 2                                     0175857.6 |
 AX0363| AX0364 STILES RM 2                          30.474 METERS 17744     |
 AX0363| CV6830 STILES RM 3                          31.483 METERS 27803     |
 AX0363| AX0362 STILES RM 1                          31.995 METERS 27924     |
 AX0363| AX0084 STILES AZ MK                                       3163409.9 |
 AX0363| AX2659 EAGLE LAKE STACK                    APPROX. 7.2 KM 3442943.0 |
 AX0363| AX2660 EAGLE LAKE MUNICIPAL STANDPIPE      APPROX.10.8 KM 3483703.9 |
 AX0363| AX2662 EAGLE LAKE RICE MILL                APPROX. 8.7 KM 3485725.9 |
 AX0363| AX2661 WHITTMER RICE ELEVATOR              APPROX.10.0 KM 3544135.8 |
 AX0363|---------------------------------------------------------------------|
 AX0363
 AX0363                          SUPERSEDED SURVEY CONTROL
 AX0363
 AX0363  NAD 83(1986)-  29 29 44.27093(N)    096 18 53.73678(W) AD(       ) 1
 AX0363  NAD 27      -  29 29 43.39800(N)    096 18 52.86400(W) AD(       ) 1
 AX0363  NGVD 29 (??/??/92)   50.112  (m)          164.41   (f) ADJ UNCH    2 0
 AX0363
 AX0363.Superseded values are not recommended for survey control.
 AX0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0363.See file dsdata.txt to determine how the superseded data were derived.
 AX0363
 AX0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6031865903(NAD 83)
 AX0363_MARKER: DS = TRIANGULATION STATION DISK
 AX0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0363_STAMPING: STILES 1943
 AX0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0363+STABILITY: SURFACE MOTION
 AX0363
 AX0363  HISTORY     - Date     Condition        Report By
 AX0363  HISTORY     - 1943     MONUMENTED       CGS
 AX0363  HISTORY     - 1943     GOOD             CGS
 AX0363  HISTORY     - 1943     GOOD             CGS
 AX0363  HISTORY     - 1954     GOOD             CGS
 AX0363  HISTORY     - 1963     GOOD             CGS
 AX0363  HISTORY     - 19910608 POOR             USPSQD
 AX0363
 AX0363                          STATION DESCRIPTION
 AX0363
 AX0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX0363'THE STATION IS LOCATED ABOUT 6.0 MILES SE OF EAGLE LAKE,
 AX0363'AND 1.5 MILES SE OF MATTHEWS, ON THE RAILROAD AND COUNTY
 AX0363'ROAD RIGHT-OF-WAY.  IT IS 40 FEET W OF THE RAILROAD TRACKS,
 AX0363'35 FEET E OF THE CENTER OF THE GRAVEL ROAD, 3 FEET E OF
 AX0363'THE TELEPHONE LINE, AND 5 FEET N OF THE COLORADO-WHARTON
 AX0363'COUNTY LINE MARKER.  THE DISK IS STAMPED STILES 1943, AND
 AX0363'PROJECTS 3 INCHES.
 AX0363'
 AX0363'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX0363'DISKS SET IN CONCRETE.
 AX0363'
 AX0363'REFERENCE MARK NO. 1 IS NW OF THE STATION, 25 FEET W OF
 AX0363'THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT W OF THE N-AND-S
 AX0363'FENCE LINE.  THE DISK IS STAMPED STILES NO. 1 1943 AND PROJECTS
 AX0363'7 INCHES.
 AX0363'
 AX0363'REFERENCE MARK NO. 2 IS S OF THE STATION, 25 FEET SW OF
 AX0363'THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT W OF THE N-AND-S
 AX0363'FENCE LINE.  THE DISK IS STAMPED STILES NO. 2 1943, AND
 AX0363'PROJECTS 7 INCHES.
 AX0363'
 AX0363'THE AZIMUTH MARK IS 0.6 MILE NNW OF THE STATION, SET IN
 AX0363'THE SW CORNER OF CROSSROADS 15 FEET S OF THE E-AND-W ROAD,
 AX0363'20 FEET W OF THE N-S ROAD, 150 FEET W OF RAILROAD CROSSING,
 AX0363'AND ABOUT 300 FEET NE OF A SCHOOLHOUSE ON THE W SIDE
 AX0363'OF THE ROAD.  THE DISK IS STAMPED STILES 1943, AND PROJECTS
 AX0363'6 INCHES.  TO REACH FROM THE STATION.  GO N ON GRAVEL ROAD
 AX0363'FOR 0.6 MILE TO CROSSROADS, AND MARK ON THE LEFT.
 AX0363'
 AX0363'TO REACH THE STATION FROM THE RAILROAD STATION IN MATTHEWS.
 AX0363'GO S ON GRAVEL ROAD FOR 0.2 MILE TO A FORKS, AND A LARGE
 AX0363'BRICK BUILDING ON THE LEFT.  BEAR LEFT AND CONTINUE SE ON
 AX0363'GRAVEL ROAD JUST W OF THE RAILROAD TRACKS FOR 1.6 MILES
 AX0363'TO THE COLORADO-WHARTON COUNTY LINE MARKER ON THE LEFT AND
 AX0363'STATION.
 AX0363'
 AX0363'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX0363'
 AX0363'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX0363
 AX0363                          STATION RECOVERY (1943)
 AX0363
 AX0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AX0363'ORIGINAL DESCRIPTION NOT AVAILABLE AT TIME OF RECOVERY.
 AX0363'
 AX0363'STATION IS ABOUT 6 MILES S OF EAGLE LAKE, ABOUT 1.4 MILES
 AX0363'SOUTHEASTERLY FROM THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0363'STATION AT MATTHEWS AND ALONG THE RAILROAD RIGHT-OF-WAY.
 AX0363'IT IS 5.5 FEET N OF A COLORADO-WHARTON COUNTY LINE MARKER
 AX0363'POST, ABOUT 0.15 MILE SOUTHEASTERLY FROM RAILROAD MILE POLE
 AX0363'NO. 24, 45.4 FEET SW OF AND ABOUT 1.0 FOOT BELOW THE CENTER
 AX0363'LINE OF THE TRACK, 34.0 FEET NE OF THE CENTER LINE OF A
 AX0363'GRAVELED ROAD AND 2.4 FEET SE OF A 4- BY 4-INCH WOODEN MARKER
 AX0363'POST.  IT IS STAMPED STILES 1943.  THE MONUMENT
 AX0363'PROJECTS ABOUT 0.2 FOOT.
 AX0363'
 AX0363'REFERENCE MARK NO. 1 IS 110.7 FEET SW OF THE
 AX0363'CENTER LINE OF THE TRACK, 107 FEET W OF THE COUNTY LINE MARKER
 AX0363'POST, 31.5 FEET SW OF THE CENTER LINE OF GRAVELED ROAD AND
 AX0363'1.2 FEET SW OF RIGHT-OF-WAY FENCE.  IT IS 105.0 FEET WESTERLY
 AX0363'FROM THE STATION.  IT IS STAMPED STILES NO. 1 1943.  THE
 AX0363'MONUMENT PROJECTS ABOUT 0.7 FOOT.
 AX0363'
 AX0363'REFERENCE MARK NO. 2 IS IN WHARTON COUNTY, 110.0
 AX0363'FEET SOUTHWESTERLY FROM THE CENTER LINE OF THE TRACK, 94.5
 AX0363'FEET S OF THE COLORADO-WHARTON COUNTY LINE MARKER POST, 30.8
 AX0363'FEET SW OF THE CENTER LINE OF THE GRAVEL ROAD AND 1.0 FOOT
 AX0363'SW OF FENCE.  IT IS 100.0 FEET S OF THE STATION.  STAMPED
 AX0363'STILES NO. 2 1943.  MONUMENT PROJECTS 0.8 FOOT.
 AX0363'
 AX0363'AZIMUTH MARK IS ABOUT 0.6 MILE NW OF THE STATION, AT INTERSECTION
 AX0363'OF CROSSROADS, 110.0 FEET SW OF THE CENTER LINE OF THE TRACK,
 AX0363'2.8 FEET N OF A 4- BY 4-INCH WOODEN MARKER POST.  STAMPED
 AX0363'STILES 1943.  MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AX0363
 AX0363                          STATION RECOVERY (1943)
 AX0363
 AX0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0363'1.4 MI SE FROM MATTHEWS.
 AX0363'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT
 AX0363'MATTHEWS, PROCEED 1.4 MILE SOUTHEASTERLY ALONG THE TRACK TO THE
 AX0363'COLORADO-WHARTON COUNTY LINE AND SITE OF TRIANGULATION STATION.
 AX0363'TRIANGULATION STATION IS 0.15 MILE SOUTHEAST OF MILE POST NO. 24.  IT
 AX0363'IS 45.4 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AX0363'THE TRACK, 34.0 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL ROAD. 5.5
 AX0363'FEET NORTH OF A COLORADO-WHARTON COUNTY LINE MARKER POST. MONUMENT 2.4
 AX0363'FEET SOUTHEAST OF A 4X4-INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2
 AX0363'FOOT ABOVE THE GROUND.  TRIANGULATION STATION IS 105.0 FEET EAST OF
 AX0363'REFERENCE MARK STILES NO. 1 AND 100.0 FEET NORTH OF REFERENCE MARK
 AX0363'STILES NO. 2.
 AX0363
 AX0363                          STATION RECOVERY (1954)
 AX0363
 AX0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX0363'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE
 AX0363'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 AX0363'WAS NOT RECOVERED AND IT IS BELIEVED TO HAVE BEEN DESTROYED
 AX0363'WHEN THE ROAD WAS WIDENED.  A NEW AZIMUTH MARK WAS SET IN
 AX0363'A NEW LOCATION.  THE TOP OF REFERENCE MARK NO. 1 HAS BEEN
 AX0363'BROKEN OFF, SO A NEW REFERENCE MARK WAS SET ABOUT 3 FEET
 AX0363'SOUTH OF THE ORIGINAL POINT AND THE NEW REFERENCE MARK IS
 AX0363'STAMPED NO. 3.
 AX0363'
 AX0363'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF EAGLE LAKE,
 AX0363'6 MILES NORTHEAST OF GARWOOD, ON THE RAILROAD AND COUNTY
 AX0363'ROAD RIGHT-OF-WAY AND AT THE POINT WHERE FARM ROAD 102 CROSSES
 AX0363'THE COLORADO-WHARTON COUNTY LINE.
 AX0363'
 AX0363'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AX0363'71 AND FARM ROAD 950 IN GARWOOD, GO NORTHEASTERLY ON FARM
 AX0363'ROAD 950 FOR 6.3 MILES TO THE JUNCTION OF FARM ROAD 950
 AX0363'AND FARM ROAD 102 IN MATTHEWS.  TURN RIGHT AND GO SOUTHEASTERLY
 AX0363'ON FARM ROAD 102 FOR 1.4 MILES TO THE COLORADO-WHARTON COUNTY
 AX0363'LINE AND THE STATION ON THE LEFT.
 AX0363'
 AX0363'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON FARM
 AX0363'ROAD 102 FOR 0.1 MILE TO THE MATTHEWS STORE AND A T-ROAD
 AX0363'RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND GO EASTERLY FOR
 AX0363'0.6 MILE TO A T-ROAD, TURN LEFT AND GO 0.4 MILE TO A T-ROAD
 AX0363'RIGHT, TURN RIGHT AND GO EAST-SOUTHEAST FOR 0.8 MILE TO
 AX0363'A CORRAL AND THE AZIMUTH MARK ON THE LEFT.
 AX0363'
 AX0363'THE STATION MARK, STAMPED STILES 1943, IS A STANDARD DISK
 AX0363'SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 AX0363'IS 42.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD,
 AX0363'34 FEET NORTHEAST OF THE CENTERLINE OF FARM ROAD 102, 21.5
 AX0363'FEET NORTHWEST OF A WHITE COUNTY BOUNDARY POST, 7 FEET WEST
 AX0363'OF A WHITE WITNESS POST AND 5.6 FEET NORTH OF A MAROON AND
 AX0363'WHITE COUNTY BOUNDARY POST.
 AX0363'
 AX0363'REFERENCE MARK NO. 2, STAMPED STILES NO 2 1943, IS A STANDARD
 AX0363'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 AX0363'IT IS 30 FEET SOUTHWEST OF THE CENTERLINE OF FARM ROAD 102,
 AX0363'20 FEET NORTHEAST OF A FENCE LINE AND 13.5 FEET SOUTH OF
 AX0363'A HIGHWAY NUMBER MARKER.
 AX0363'
 AX0363'REFERENCE MARK NO. 3, STAMPED STILES NO 3 1943, IS A STANDARD
 AX0363'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 AX0363'IT IS 32 FEET SOUTHWEST OF THE CENTER LINE OF FARM ROAD
 AX0363'102 AND 4 FEET NORTHEAST OF A FENCE LINE.
 AX0363'
 AX0363'THE AZIMUTH MARK, STAMPED STILES 1943 RESET 1954, IS A STANDARD
 AX0363'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 AX0363'IT IS 92 FEET WEST OF A GATE, 28 FEET NORTH OF THE CENTER
 AX0363'OF THE GRAVEL ROAD, 17 FEET NORTHEAST OF A CONCRETE FENCE
 AX0363'POST, 4 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH
 AX0363'OF THE SOUTH SIDE OF A BOARD CORRAL.
 AX0363
 AX0363                          STATION RECOVERY (1963)
 AX0363
 AX0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX0363'STATION AND REFERENCE MARKS NO. 2 AND 3 WERE RECOVERED IN
 AX0363'GOOD CONDITION AS DESCRIBED.  NO ATTEMPT WAS MADE TO RECOVER
 AX0363'THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION
 AX0363'SITE ARE CORRECT.
 AX0363
 AX0363                          STATION RECOVERY (1991)
 AX0363
 AX0363'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0363'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0084 ***********************************************************************
 AX0084  DESIGNATION -  STILES AZ MK
 AX0084  PID         -  AX0084
 AX0084  STATE/COUNTY-  TX/COLORADO
 AX0084  USGS QUAD   -  EAGLE LAKE (1981)
 AX0084
 AX0084                         *CURRENT SURVEY CONTROL
 AX0084  ___________________________________________________________________
 AX0084* NAD 83(1986)-  29 30 06.     (N)    096 19 18.     (W)     SCALED    
 AX0084* NAVD 88     -        50.95   (+/-2cm)     167.2    (feet)  VERTCON   
 AX0084  ___________________________________________________________________
 AX0084  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0084
 AX0084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0084
 AX0084.The horizontal coordinates were scaled from a topographic map and have
 AX0084.an estimated accuracy of +/- 6 seconds.
 AX0084
 AX0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0084.The vertical order pertains to the NGVD 29 superseded value.
 AX0084
 AX0084.The geoid height was determined by GEOID03.
 AX0084
 AX0084;                    North         East    Units  Estimated Accuracy
 AX0084;SPC TXSC     - 4,187,870.      859,650.      MT  (+/- 180 meters Scaled)
 AX0084
 AX0084                          SUPERSEDED SURVEY CONTROL
 AX0084
 AX0084  NGVD 29 (??/??/92)   50.938  (m)          167.12   (f) ADJ UNCH    2 0
 AX0084
 AX0084.Superseded values are not recommended for survey control.
 AX0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0084.See file dsdata.txt to determine how the superseded data were derived.
 AX0084
 AX0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT596665(NAD 83)
 AX0084_MARKER: DZ = AZIMUTH MARK DISK
 AX0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0084_STAMPING: STILES 1943
 AX0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0084+STABILITY: SURFACE MOTION
 AX0084
 AX0084  HISTORY     - Date     Condition        Report By
 AX0084  HISTORY     - 1943     MONUMENTED       CGS
 AX0084  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0084
 AX0084                          STATION DESCRIPTION
 AX0084
 AX0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0084'0.8 MI SE FROM MATTHEWS.
 AX0084'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT
 AX0084'MATTHEWS, PROCEED 0.8 MILE SOUTHEASTERLY ALONG THE TRACK TO A GRAVEL
 AX0084'GRADE CROSSING AND SITE OF AZIMUTH MARK.  AZIMUTH MARK IS 110.0 FEET
 AX0084'SOUTHWEST OF AND ACROSS A GRAVEL ROAD RUNNING SOUTHEAST AND NORTHWEST
 AX0084'FROM AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE TRACK.  IT IS 31.0
 AX0084'FEET SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD RUNNING SOUTHEAST
 AX0084'AND NORTHWEST, 13.5 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD
 AX0084'RUNNING NORTH AND SOUTH.  MONUMENT IS 2.8 FEET NORTH OF A 4X4 INCH
 AX0084'WHITE WOODEN MARKER POST AND PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AX0084'NOTE-- AZIMUTH MARK IS 0.6 MILE NORTHWEST OF STILES TRIANGULATION
 AX0084'STATION.
 AX0084
 AX0084                          STATION RECOVERY (1991)
 AX0084
 AX0084'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0362 ***********************************************************************
 AX0362  DESIGNATION -  STILES RM 1
 AX0362  PID         -  AX0362
 AX0362  STATE/COUNTY-  TX/COLORADO
 AX0362  USGS QUAD   -  BONUS (1981)
 AX0362
 AX0362                         *CURRENT SURVEY CONTROL
 AX0362  ___________________________________________________________________
 AX0362* NAD 83(1986)-  29 29 44.     (N)    096 18 55.     (W)     SCALED    
 AX0362* NAVD 88     -        50.34   (+/-2cm)     165.2    (feet)  VERTCON   
 AX0362  ___________________________________________________________________
 AX0362  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0362
 AX0362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0362
 AX0362.The horizontal coordinates were scaled from a topographic map and have
 AX0362.an estimated accuracy of +/- 6 seconds.
 AX0362
 AX0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0362.The vertical order pertains to the NGVD 29 superseded value.
 AX0362
 AX0362.The geoid height was determined by GEOID03.
 AX0362
 AX0362;                    North         East    Units  Estimated Accuracy
 AX0362;SPC TXSC     - 4,187,210.      860,280.      MT  (+/- 180 meters Scaled)
 AX0362
 AX0362                          SUPERSEDED SURVEY CONTROL
 AX0362
 AX0362  NGVD 29 (??/??/92)   50.338  (m)          165.15   (f) ADJ UNCH    2 0
 AX0362
 AX0362.Superseded values are not recommended for survey control.
 AX0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0362.See file dsdata.txt to determine how the superseded data were derived.
 AX0362
 AX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT602658(NAD 83)
 AX0362_MARKER: DR = REFERENCE MARK DISK
 AX0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0362_STAMPING: STILES RM 1 1943
 AX0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0362+STABILITY: SURFACE MOTION
 AX0362
 AX0362  HISTORY     - Date     Condition        Report By
 AX0362  HISTORY     - 1943     MONUMENTED       CGS
 AX0362  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0362
 AX0362                          STATION DESCRIPTION
 AX0362
 AX0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0362'1.4 MI SE FROM MATTHEWS.
 AX0362'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT
 AX0362'MATTHEWS, PROCEED 1.4 MILE SOUTHEASTERLY ALONG THE TRACK TO THE COLOR
 AX0362'COLORADO-WHARTON COUNTY LINE AND SITE OF REFERENCE MARK.  REFERENCE
 AX0362'MARK NO. 1 IS 0.15 MILE SOUTHEAST OF MILE POST NO. 24.  IT IS 110.7
 AX0362'FEET SOUTHWEST OF AND ACROSS A GRAVEL ROAD FROM AND ABOUT 1.0 FOOT
 AX0362'BELOW THE CENTERLINE OF THE TRACK, 107.0 FEET WEST OF A
 AX0362'COLORADO-WHARTON COUNTY LINE MARKER POST, 31.5 FEET SOUTHWEST OF THE
 AX0362'CENTERLINE OF A GRAVEL ROAD, 1.2 FEET SOUTHWEST OF THE SOUTHWEST
 AX0362'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AX0362'REFERENCE MARK NO. 1 IS 158.8 FEET NORTHWEST OF REFERENCE MARK NO. 2,
 AX0362'105.0 FEET WEST OF STILES TRIANGULATION STATION.
 AX0362
 AX0362                          STATION RECOVERY (1991)
 AX0362
 AX0362'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0364 ***********************************************************************
 AX0364  DESIGNATION -  STILES RM 2
 AX0364  PID         -  AX0364
 AX0364  STATE/COUNTY-  TX/WHARTON
 AX0364  USGS QUAD   -  BONUS (1981)
 AX0364
 AX0364                         *CURRENT SURVEY CONTROL
 AX0364  ___________________________________________________________________
 AX0364* NAD 83(1986)-  29 29 42.     (N)    096 18 53.     (W)     SCALED    
 AX0364* NAVD 88     -        50.27   (+/-2cm)     164.9    (feet)  VERTCON   
 AX0364  ___________________________________________________________________
 AX0364  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0364
 AX0364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0364
 AX0364.The horizontal coordinates were scaled from a topographic map and have
 AX0364.an estimated accuracy of +/- 6 seconds.
 AX0364
 AX0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0364.The vertical order pertains to the NGVD 29 superseded value.
 AX0364
 AX0364.The geoid height was determined by GEOID03.
 AX0364
 AX0364;                    North         East    Units  Estimated Accuracy
 AX0364;SPC TXSC     - 4,187,150.      860,340.      MT  (+/- 180 meters Scaled)
 AX0364
 AX0364                          SUPERSEDED SURVEY CONTROL
 AX0364
 AX0364  NGVD 29 (??/??/92)   50.266  (m)          164.91   (f) ADJ UNCH    2 0
 AX0364
 AX0364.Superseded values are not recommended for survey control.
 AX0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0364.See file dsdata.txt to determine how the superseded data were derived.
 AX0364
 AX0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT603658(NAD 83)
 AX0364_MARKER: DR = REFERENCE MARK DISK
 AX0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0364_STAMPING: STILES RM 2 1943
 AX0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0364+STABILITY: SURFACE MOTION
 AX0364
 AX0364  HISTORY     - Date     Condition        Report By
 AX0364  HISTORY     - 1943     MONUMENTED       CGS
 AX0364
 AX0364                          STATION DESCRIPTION
 AX0364
 AX0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0364'1.4 MI SE FROM MATTHEWS.
 AX0364'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT
 AX0364'MATTHEWS PROCEED 1.4 MILE SOUTHEASTERLY ALONG THE TRACK TO THE
 AX0364'COLORADO-WHARTON COUNTY, LINE AND SITE OF REFERENCE MARK.  REFERENCE
 AX0364'MARK NO. 2 IS 0.15 MILE SOUTHEAST OF MILEPOST NO. 24, AND IN WHARTON
 AX0364'COUNTY.  IT IS 110.0 FEET SOUTHWEST OF AND ACROSS A GRAVEL ROAD FROM
 AX0364'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE TRACK, 94.5 FEET SOUTH
 AX0364'OF A COLORADO-WHARTON COUNTY LINE MARKER POST, 30.8 FEET SOUTHWEST
 AX0364'RIGHT-OF-WAY FENCE.  MONUMENT PROJECT 0.8 FOOT ABOVE THE GROUND.
 AX0364'REFERENCE MARK NO. 2 IS 158.8 SOUTHEAST OF REFERENCE MARK NO. 1, 100.0
 AX0364'FEET SOUTH OF STILES TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0964 ***********************************************************************
 CB0964  DESIGNATION -  STILES SECONDARY
 CB0964  PID         -  CB0964
 CB0964  STATE/COUNTY-  TX/REAGAN
 CB0964  USGS QUAD   -  STILES (1970)
 CB0964
 CB0964                         *CURRENT SURVEY CONTROL
 CB0964  ___________________________________________________________________
 CB0964* NAD 83(1993)-  31 25 06.83079(N)    101 34 56.37517(W)     ADJUSTED  
 CB0964* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 CB0964  ___________________________________________________________________
 CB0964  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CB0964  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0964
 CB0964  HORZ ORDER  -  THIRD
 CB0964
 CB0964.The horizontal coordinates were established by classical geodetic methods
 CB0964.and adjusted by the National Geodetic Survey in February 1996..
 CB0964
 CB0964.The orthometric height was scaled from a topographic map.
 CB0964
 CB0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0964
 CB0964.The geoid height was determined by GEOID03.
 CB0964
 CB0964;                    North         East     Units Scale Factor Converg.
 CB0964;SPC TX C     - 3,194,875.640   581,253.433   MT  0.99990816   -0 38 35.9
 CB0964;SPC TX C     -10,481,854.50  1,906,995.64   sFT  0.99990816   -0 38 35.9
 CB0964;UTM  14      - 3,478,875.769   254,520.598   MT  1.00034332   -1 20 48.5
 CB0964
 CB0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0964!SPC TX C     -   0.99987689  x   0.99990816  =   0.99978506
 CB0964!UTM  14      -   0.99987689  x   1.00034332  =   1.00022016
 CB0964
 CB0964:                Primary Azimuth Mark                     Grid Az
 CB0964:SPC TX C     -  JAPSON                                   167 36 27.7
 CB0964:UTM  14      -  JAPSON                                   168 18 40.3
 CB0964
 CB0964|---------------------------------------------------------------------|
 CB0964| PID    Reference Object                     Distance      Geod. Az  |
 CB0964|                                                           dddmmss.s |
 CB0964| CB0966 JAPSON                              APPROX.14.1 KM 1665751.8 |
 CB0964|---------------------------------------------------------------------|
 CB0964
 CB0964                          SUPERSEDED SURVEY CONTROL
 CB0964
 CB0964  NAD 83(1986)-  31 25 06.84007(N)    101 34 56.36099(W) AD(       ) 3
 CB0964  NAD 27      -  31 25 06.31556(N)    101 34 54.93162(W) AD(       ) 3
 CB0964
 CB0964.Superseded values are not recommended for survey control.
 CB0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0964.See file dsdata.txt to determine how the superseded data were derived.
 CB0964
 CB0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV5452178876(NAD 83)
 CB0964_MARKER: Z = SEE DESCRIPTION
 CB0964_SETTING: 0 = UNSPECIFIED SETTING
 CB0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0964
 CB0964  HISTORY     - Date     Condition        Report By
 CB0964  HISTORY     - 1919     MONUMENTED       USGS
 CB0964
 CB0964                          STATION DESCRIPTION
 CB0964
 CB0964'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 CB0964'LOCATED 2 MI. NW. OF TOWN OF STILES, THE COUNTY SEAT OF REAGAN COUNTY,
 CB0964'AND ABOUT 0.25 MI. W. OF STILES-GRAND FALLS ROAD.  STATION IS OLD
 CB0964'UNUSED WINDMILL TOWER, STANDING AT THE MIDDLE OF N. SIDE OF AN OLD
 CB0964'EARTH TANK, OR RESERVOIR.
 CB0964'
 CB0964'STATION MARK--CENTER OF WELL CASING.
 CB0964'
 CB0964'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0988 ***********************************************************************
 DN0988  DESIGNATION -  STILL
 DN0988  PID         -  DN0988
 DN0988  STATE/COUNTY-  TX/GRAYSON
 DN0988  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0988
 DN0988                         *CURRENT SURVEY CONTROL
 DN0988  ___________________________________________________________________
 DN0988* NAD 83(1993)-  33 34 20.15756(N)    096 24 30.21000(W)     ADJUSTED  
 DN0988* NAVD 88     -       245.430  (meters)     805.21   (feet)  ADJUSTED  
 DN0988  ___________________________________________________________________
 DN0988  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 DN0988  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN0988  DYNAMIC HT  -         245.166 (meters)     804.35  (feet)  COMP
 DN0988  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 DN0988
 DN0988  HORZ ORDER  -  THIRD
 DN0988  VERT ORDER  -  FIRST     CLASS II
 DN0988
 DN0988.The horizontal coordinates were established by classical geodetic methods
 DN0988.and adjusted by the National Geodetic Survey in February 1996..
 DN0988
 DN0988.The orthometric height was determined by differential leveling
 DN0988.and adjusted by the National Geodetic Survey in June 1991..
 DN0988
 DN0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0988
 DN0988.The geoid height was determined by GEOID03.
 DN0988
 DN0988.The dynamic height is computed by dividing the NAVD 88
 DN0988.geopotential number by the normal gravity value computed on the
 DN0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0988.degrees latitude (g = 980.6199 gals.).
 DN0988
 DN0988.The modeled gravity was interpolated from observed gravity values.
 DN0988
 DN0988;                    North         East     Units Scale Factor Converg.
 DN0988;SPC TXNC     - 2,213,248.356   794,166.345   MT  0.99991379   +1 08 26.7
 DN0988;SPC TXNC     - 7,261,298.98  2,605,527.42   sFT  0.99991379   +1 08 26.7
 DN0988;UTM  14      - 3,717,741.036   740,554.407   MT  1.00031346   +1 26 01.7
 DN0988
 DN0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0988!SPC TXNC     -   0.99996555  x   0.99991379  =   0.99987934
 DN0988!UTM  14      -   0.99996555  x   1.00031346  =   1.00027900
 DN0988
 DN0988|---------------------------------------------------------------------|
 DN0988| PID    Reference Object                     Distance      Geod. Az  |
 DN0988|                                                           dddmmss.s |
 DN0988| CY2348 STILL RM 1                            7.160 METERS 17211     |
 DN0988| CY2349 STILL RM 2                           30.250 METERS 26903     |
 DN0988| CY2347 STILL AZ MK                                        3030547.7 |
 DN0988|---------------------------------------------------------------------|
 DN0988
 DN0988                          SUPERSEDED SURVEY CONTROL
 DN0988
 DN0988  NAD 83(1993)-  33 34 20.15958(N)    096 24 30.20681(W) AD(       ) 3
 DN0988  NAD 83(1986)-  33 34 20.16482(N)    096 24 30.20050(W) AD(       ) 3
 DN0988  NAD 27      -  33 34 19.77990(N)    096 24 29.25550(W) AD(       ) 3
 DN0988
 DN0988.Superseded values are not recommended for survey control.
 DN0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0988.See file dsdata.txt to determine how the superseded data were derived.
 DN0988
 DN0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4055417741(NAD 83)
 DN0988_MARKER: DS = TRIANGULATION STATION DISK
 DN0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0988_SP_SET: CONCRETE POST
 DN0988_STAMPING: STILL 1955
 DN0988_MARK LOGO: CGS   
 DN0988_PROJECTION: FLUSH
 DN0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0988+STABILITY: SURFACE MOTION
 DN0988
 DN0988  HISTORY     - Date     Condition        Report By
 DN0988  HISTORY     - 1955     MONUMENTED       CGS
 DN0988  HISTORY     - 1957     GOOD             CGS
 DN0988  HISTORY     - 1966     GOOD             LONESR
 DN0988  HISTORY     - 1986     GOOD             NGS
 DN0988  HISTORY     - 20060520 GOOD             USPSQD
 DN0988
 DN0988                          STATION DESCRIPTION
 DN0988
 DN0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN0988'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF WHITEWRIGHT,
 DN0988'2.5 MILES SOUTH OF BELLS AND ON THE EAST SIDE OF U.S. HIGHWAY 69.
 DN0988'
 DN0988'THE STATION MARK IS A STANDARD DISK STAMPED STILL 1955 SET
 DN0988'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 DN0988'3 INCHES ABOVE THE GROUND.  THE MARK IS 50.0 FEET SOUTH OF THE
 DN0988'DRIVEWAY INTO MR. N.R. STILLWELLS HOME, 48.5 FEET EAST OF
 DN0988'THE CENTERLINE OF U.S. HIGHWAY 69 AND 6.0 FEET SOUTH OF A
 DN0988'POWER LINE POLE AND A WHITE WITNESS POST.
 DN0988'
 DN0988'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED STILL NO
 DN0988'1 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 DN0988'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 48.0 FEET
 DN0988'EAST OF THE CENTERLINE OF U.S. HIGHWAY 69 AND IT IS AT THE
 DN0988'STATION ELEVATION.
 DN0988'
 DN0988'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED STILL
 DN0988'NO 2 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 DN0988'POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK
 DN0988'IS 48.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 69, 3.0
 DN0988'FEET SOUTH OF A POWER LINE POLE AND IT IS ABOUT 3 FEET LOWER
 DN0988'THAN THE STATION.
 DN0988'
 DN0988'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STILL 1955 SET
 DN0988'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 DN0988'3 INCHES ABOVE THE GROUND.  THE MARK IS 25.0 FEET SOUTH
 DN0988'OF THE CENTERLINE OF A GRADED ROAD AND 0.5 FOOT NORTH OF A
 DN0988'POWER LINE POLE.
 DN0988'
 DN0988'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S.
 DN0988'HIGHWAY 69 FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT ON A GRADED
 DN0988'ROAD AND GO WEST FOR 0.2 MILE.  TURN LEFT KEEPING ON MAIN
 DN0988'GRADED ROAD AND GO SOUTH FOR 0.1 MILE.  TURN RIGHT, WEST,
 DN0988'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 DN0988'
 DN0988'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DN0988'82 AND 69 IN THE VILLAGE OF BELLS.  GO SOUTH ON U.S. HIGHWAY
 DN0988'69 FOR 2.6 MILES TO THE TOP OF A SMALL RISE AND THE STATION
 DN0988'AS DESCRIBED.
 DN0988'
 DN0988'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 DN0988
 DN0988                          STATION RECOVERY (1957)
 DN0988
 DN0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN0988'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN0988'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN0988'TO STATION SITE ARE CORRECT.
 DN0988
 DN0988                          STATION RECOVERY (1966)
 DN0988
 DN0988'RECOVERY NOTE BY LONE STAR GAS COMPANY 1966 (RJN)
 DN0988'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 DN0988'ADEQUATE.
 DN0988
 DN0988                          STATION RECOVERY (1986)
 DN0988
 DN0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0988'25.6 KM (15.9 MI) SE FROM DENISON.
 DN0988'25.6 KM (15.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS
 DN0988'JUNCTION WITH FARM ROAD 120 IN DENISON, 0.6 KM (0.35 MI) SOUTH OF THE
 DN0988'INTERSECTION OF A GRAVELED CROSSROAD, NEAR THE CENTER OF THE WEST EDGE
 DN0988'OF A LAWN, 15.3 (50.2 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING
 DN0988'EAST, 14.9 M (48.9 FT) EAST OF THE CENTER OF THE HIGHWAY, AND 7.2 M
 DN0988'(23.6 FT) NORTH OF STILL RM 1.
 DN0988'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DN0988
 DN0988                          STATION RECOVERY (2006)
 DN0988
 DN0988'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBM)
 DN0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1683 ***********************************************************************
 AB1683  DESIGNATION -  STILLMAN RESET
 AB1683  PID         -  AB1683
 AB1683  STATE/COUNTY-  TX/KENEDY
 AB1683  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1683
 AB1683                         *CURRENT SURVEY CONTROL
 AB1683  ___________________________________________________________________
 AB1683* NAD 83(1993)-  26 36 59.09037(N)    097 54 00.25983(W)     ADJUSTED  
 AB1683* NAVD 88     -        14.70   (+/-2cm)      48.2    (feet)  VERTCON   
 AB1683  ___________________________________________________________________
 AB1683  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 AB1683  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AB1683
 AB1683  HORZ ORDER  -  SECOND
 AB1683  VERT ORDER  -  THIRD ? (See Below)
 AB1683
 AB1683.The horizontal coordinates were established by classical geodetic methods
 AB1683.and adjusted by the National Geodetic Survey in February 1996..
 AB1683
 AB1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1683.The vertical order pertains to the NGVD 29 superseded value.
 AB1683
 AB1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1683
 AB1683.The geoid height was determined by GEOID03.
 AB1683
 AB1683;                    North         East     Units Scale Factor Converg.
 AB1683;SPC TX S     - 5,105,366.542   359,741.304   MT  0.99991718   +0 16 20.5
 AB1683;SPC TX S     -16,749,856.73  1,180,251.26   sFT  0.99991718   +0 16 20.5
 AB1683;UTM  14      - 2,944,421.650   609,501.436   MT  0.99974803   +0 29 34.2
 AB1683
 AB1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1683!SPC TX S     -   1.00000146  x   0.99991718  =   0.99991864
 AB1683!UTM  14      -   1.00000146  x   0.99974803  =   0.99974949
 AB1683
 AB1683:                Primary Azimuth Mark                     Grid Az
 AB1683:SPC TX S     -  STILLMAN AZ MK                           004 10 52.6
 AB1683:UTM  14      -  STILLMAN AZ MK                           003 57 38.9
 AB1683
 AB1683|---------------------------------------------------------------------|
 AB1683| PID    Reference Object                     Distance      Geod. Az  |
 AB1683|                                                           dddmmss.s |
 AB1683| CV3476 STILLMAN AZ MK                                     0042713.1 |
 AB1683| CV3477 STILLMAN RM                          23.340 METERS 07941     |
 AB1683| CV3478 STILLMAN RM 2                        26.815 METERS 20145     |
 AB1683| CV3479 STILLMAN RM 3                        28.991 METERS 28444     |
 AB1683|---------------------------------------------------------------------|
 AB1683
 AB1683                          SUPERSEDED SURVEY CONTROL
 AB1683
 AB1683  NAD 83(1986)-  26 36 59.09983(N)    097 54 00.22665(W) AD(       ) 2
 AB1683  NAD 27      -  26 36 57.87000(N)    097 53 59.23000(W) AD(       ) 2
 AB1683  NGVD 29 (07/19/86)   14.79   (m)           48.5    (f) LEVELING    3  
 AB1683
 AB1683.Superseded values are not recommended for survey control.
 AB1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1683.See file dsdata.txt to determine how the superseded data were derived.
 AB1683
 AB1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0950144422(NAD 83)
 AB1683_MARKER: DS = TRIANGULATION STATION DISK
 AB1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1683_STAMPING: STILLMAN 1913 1961
 AB1683
 AB1683  HISTORY     - Date     Condition        Report By
 AB1683  HISTORY     - 1961     MONUMENTED       CGS
 AB1683  HISTORY     - 1988     GOOD             LOCSUR
 AB1683
 AB1683                          STATION DESCRIPTION
 AB1683
 AB1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1683'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.
 AB1683'THE SURFACE STATION MARK AND THE REFERENCE MARK WERE FOUND
 AB1683'TO HAVE BEEN DESTROYED.  A SURFACE STATION MARK WAS SET
 AB1683'DIRECTLY OVER THE UNDERGROUND STATION MARK.  REFERENCE MARKS
 AB1683'NO. 2 AND NO. 3 AND AN AZIMUTH MARK WAS ESTABLISHED BY THIS
 AB1683'PARTY.  THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AB1683'
 AB1683'THE STATION IS APPROXIMATELY 12 MILES SOUTHWEST OF NORIAS,
 AB1683'12 MILES NORTHWEST OF RAYMONDVILLE, 8-1/4 MILES WEST OF
 AB1683'U.S. HIGHWAY 77 AND ON PROPERTY OWNED BY THE KING RANCH.
 AB1683'
 AB1683'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NORIAS, CROSS
 AB1683'TRACKS, BEAR LEFT AT A FORK AND GO ABOUT 0.1 MILE TO A GATE.
 AB1683'PASS THROUGH THE GATE AND GO SOUTHWEST ON A NARROW SURFACED
 AB1683'ROAD FOR 2.75 MILES TO A FORK.  BEAR LEFT, SOUTHWEST, ON THE
 AB1683'SURFACED ROAD FOR 4.35 MILES TO AN ALUMINUM GATE.  PASS THROUGH
 AB1683'THE GATE AND CONTINUE SOUTHWEST ON THE SURFACED ROAD FOR
 AB1683'4.75 MILES TO A FORK.  CONTINUE STRAIGHT AHEAD, RIGHT FORK,
 AB1683'AND GO SOUTH ON THE SURFACED ROAD FOR 2.6 MILES TO AN ALUMINUM
 AB1683'GATE.  PASS THROUGH THE GATE, BEAR LEFT AT FORK, AND GO EAST
 AB1683'ON THE SURFACED ROAD FOR 0.95 MILE TO A ROAD FORK JUST SOUTH
 AB1683'OF A GATE.  CONTINUE STRAIGHT AHEAD, RIGHT FORK, AND GO EAST
 AB1683'AND SOUTH ON A SANDY TRACK ROAD FOR 0.65 MILE TO THE
 AB1683'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE SANDY TRACK
 AB1683'ROAD FOR 0.4 MILE TO AN OLD CAMP SITE IN THE CENTER OF A GROUP
 AB1683'OF TREES.  TURN RIGHT, LEAVE THE ROAD, AND GO WEST FOR 0.15
 AB1683'MILE TO THE STATION.
 AB1683'
 AB1683'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED STILLMAN
 AB1683'1913 1961, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 AB1683'INCHES.  IT IS APPROXIMATELY 1/4 MILE NORTH OF A SMALL POND
 AB1683'WITH A DIKE ON THE SOUTHEAST SIDE, 91 FEET SOUTHWEST OF
 AB1683'A SMALL KNOLL AND 2.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 AB1683'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AB1683'34 INCHES BELOW THE SURFACE OF THE GROUND.
 AB1683'
 AB1683'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED STILLMAN NO 2
 AB1683'1913 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 AB1683'INCHES.
 AB1683'
 AB1683'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED STILLMAN NO
 AB1683'3 1913 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AB1683'1 INCH.
 AB1683'
 AB1683'AZIMUTH MARK, A STANDARD DISK STAMPED STILLMAN 1913 1961, IS
 AB1683'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 AB1683'25.5 FEET WEST OF THE CENTER OF THE SANDY TRACK ROAD AND 2
 AB1683'FEET SOUTH OF A METAL WITNESS POST.
 AB1683'
 AB1683'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AB1683'
 AB1683'SEVERAL HOURS OF CLEARING NEEDED TO SEE THE AZIMUTH MARK FROM
 AB1683'THE GROUND.
 AB1683'
 AB1683'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AB1683
 AB1683                          STATION RECOVERY (1988)
 AB1683
 AB1683'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (JOW)
 AB1683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0900 ***********************************************************************
 BP0900  DESIGNATION -  STILLWELL SEC
 BP0900  PID         -  BP0900
 BP0900  STATE/COUNTY-  TX/BREWSTER
 BP0900  USGS QUAD   -  WOLF CAMP HILLS (1983)
 BP0900
 BP0900                         *CURRENT SURVEY CONTROL
 BP0900  ___________________________________________________________________
 BP0900* NAD 83(1993)-  30 16 17.97554(N)    103 01 28.94491(W)     ADJUSTED  
 BP0900* NAVD 88     -      1466.     (meters)    4810.     (feet)  SCALED    
 BP0900  ___________________________________________________________________
 BP0900  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BP0900  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BP0900
 BP0900  HORZ ORDER  -  THIRD
 BP0900
 BP0900.The horizontal coordinates were established by classical geodetic methods
 BP0900.and adjusted by the National Geodetic Survey in February 1996..
 BP0900
 BP0900.The orthometric height was scaled from a topographic map.
 BP0900
 BP0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0900
 BP0900.The geoid height was determined by GEOID03.
 BP0900
 BP0900;                    North         East     Units Scale Factor Converg.
 BP0900;SPC TXSC     - 4,276,905.601   212,810.769   MT  0.99999665   -1 58 18.3
 BP0900;SPC TXSC     -14,031,814.46    698,196.66   sFT  0.99999665   -1 58 18.3
 BP0900;UTM  13      - 3,350,539.599   690,010.064   MT  1.00004543   +0 59 45.8
 BP0900
 BP0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0900!SPC TXSC     -   0.99977318  x   0.99999665  =   0.99976983
 BP0900!UTM  13      -   0.99977318  x   1.00004543  =   0.99981860
 BP0900
 BP0900                          SUPERSEDED SURVEY CONTROL
 BP0900
 BP0900  NAD 83(1986)-  30 16 17.96426(N)    103 01 28.95076(W) AD(       ) 3
 BP0900  NAD 27      -  30 16 17.32500(N)    103 01 27.38600(W) AD(       ) 3
 BP0900
 BP0900.Superseded values are not recommended for survey control.
 BP0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0900.See file dsdata.txt to determine how the superseded data were derived.
 BP0900
 BP0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP9001050540(NAD 83)
 BP0900_MARKER: DD = SURVEY DISK
 BP0900_SETTING: 66 = SET IN ROCK OUTCROP
 BP0900_SP_SET: SET IN A ROCK LEDGE
 BP0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0900+STABILITY: POSITION/ELEVATION WELL
 BP0900
 BP0900  HISTORY     - Date     Condition        Report By
 BP0900  HISTORY     - 1919     MONUMENTED       USGS
 BP0900
 BP0900                          STATION DESCRIPTION
 BP0900
 BP0900'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 BP0900'ABOUT 14 MI. E. AND A LITTLE N. OF MARATHON, BEYOND THE OLD, LOWER
 BP0900'PUMP IN CENTER SCHOOLHOUSE, 2 MI. NE. OF YARBROS RANCH, 1 MI. N. OF
 BP0900'MATHEWS RANCH, ON THE HIGHEST POINT OF A LOW RIDGE RUNNING N-S. AND
 BP0900'JUST E. OF AND BELOW CEDAR MOUNTAINS.  AN OLD RD. RUNS FROM MATHEWS
 BP0900'RANCH TO THE FOOT OF THE HILL.
 BP0900'
 BP0900'STATION MARK - BRONZE TABLET IN OUTCROP OF LEDGE.
 BP0900'
 BP0900'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1684 ***********************************************************************
 FL1684  DESIGNATION -  STINNETT
 FL1684  PID         -  FL1684
 FL1684  STATE/COUNTY-  TX/HUTCHINSON
 FL1684  USGS QUAD   -  STINNETT (1978)
 FL1684
 FL1684                         *CURRENT SURVEY CONTROL
 FL1684  ___________________________________________________________________
 FL1684* NAD 83(1993)-  35 50 38.01094(N)    101 26 26.31667(W)     ADJUSTED  
 FL1684* NAVD 88     -      1006.     (meters)    3301.     (feet)  SCALED    
 FL1684  ___________________________________________________________________
 FL1684  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 FL1684  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FL1684
 FL1684  HORZ ORDER  -  FIRST
 FL1684
 FL1684.The horizontal coordinates were established by classical geodetic methods
 FL1684.and adjusted by the National Geodetic Survey in February 1996..
 FL1684
 FL1684.The orthometric height was scaled from a topographic map.
 FL1684
 FL1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1684
 FL1684.The geoid height was determined by GEOID03.
 FL1684
 FL1684;                    North         East     Units Scale Factor Converg.
 FL1684;SPC TX N     - 1,204,559.584   205,361.996   MT  0.99993844   +0 02 03.8
 FL1684;SPC TX N     - 3,951,959.24    673,758.48   sFT  0.99993844   +0 02 03.8
 FL1684;UTM  14      - 3,969,384.107   279,576.771   MT  1.00019873   -1 25 47.2
 FL1684
 FL1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1684!SPC TX N     -   0.99984630  x   0.99993844  =   0.99978475
 FL1684!UTM  14      -   0.99984630  x   1.00019873  =   1.00004500
 FL1684
 FL1684|---------------------------------------------------------------------|
 FL1684| PID    Reference Object                     Distance      Geod. Az  |
 FL1684|                                                           dddmmss.s |
 FL1684| CJ8560 STINNETT RM 1                        32.127 METERS 01256     |
 FL1684| CJ8561 STINNETT RM 2                        42.260 METERS 27814     |
 FL1684| CJ8559 STINNETT AZ MK                                     3503558.4 |
 FL1684|---------------------------------------------------------------------|
 FL1684
 FL1684                          SUPERSEDED SURVEY CONTROL
 FL1684
 FL1684  NAD 83(1993)-  35 50 38.01106(N)    101 26 26.31551(W) AD(       ) 1
 FL1684  NAD 83(1986)-  35 50 38.01937(N)    101 26 26.30530(W) AD(       ) 1
 FL1684  NAD 27      -  35 50 37.87600(N)    101 26 24.71100(W) AD(       ) 1
 FL1684
 FL1684.Superseded values are not recommended for survey control.
 FL1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1684.See file dsdata.txt to determine how the superseded data were derived.
 FL1684
 FL1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7957769384(NAD 83)
 FL1684_MARKER: DS = TRIANGULATION STATION DISK
 FL1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1684
 FL1684  HISTORY     - Date     Condition        Report By
 FL1684  HISTORY     - 1951     MONUMENTED       CGS
 FL1684
 FL1684                          STATION DESCRIPTION
 FL1684
 FL1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1684'THE STATION IS LOCATED ABOUT 1.0 MILE AIR LINE NORTH OF
 FL1684'STINNETT.  54 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 FL1684'117 AND AT THE SUMMIT OF THE FIRST GRADE TO THE NORTH OF
 FL1684'STINNETT.
 FL1684'
 FL1684'TO REACH THE STATION FROM THE COURTHOUSE IN STINNETT, GO
 FL1684'NORTH ON STATE ROUTE 117 FOR 1.05 MILES TO THE STATION ON
 FL1684'THE RIGHT, EAST SIDE OF THE ROAD.  TO REACH THE AZIMUTH MARK
 FL1684'FROM THE STATION, CONTINUE NORTH ON STATE ROUTE 117 FOR
 FL1684'0.9 MILE TO THE MARK ON THE LEFT, WEST SIDE OF ROAD ABOUT
 FL1684'1/4 MILE SOUTH OF THE SUMMIT OF THE FIRST GRADE NORTH OF
 FL1684'THE STATION.
 FL1684'
 FL1684'THE STATION MARK, STAMPED STINNETT 1951, IS A BRONZE DISK
 FL1684'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 FL1684'IS 9 FEET WEST OF THE NORTH-SOUTH FENCE LINE AND 10 FEET
 FL1684'NORTH OF A STOCKPILE OF GRAVEL.
 FL1684'
 FL1684'REFERENCE MARK NO. 1, STAMPED STINNETT NO 1 1951, IS A BRONZE
 FL1684'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1684'IT IS 63 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT
 FL1684'WEST OF THE FENCE LINE.
 FL1684'
 FL1684'REFERENCE MARK NO. 2, STAMPED STINNETT NO 2 1951, IS A BRONZE
 FL1684'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL1684'IT IS 66 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND
 FL1684'2 FEET EAST OF A FENCE LINE.
 FL1684'
 FL1684'THE AZIMUTH MARK, STAMPED STINNETT 1951, IS A BRONZE DISK
 FL1684'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 FL1684'75 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  2 FEET
 FL1684'WEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1683 ***********************************************************************
 FL1683  DESIGNATION -  STINNETT MUNICIPAL TANK
 FL1683  PID         -  FL1683
 FL1683  STATE/COUNTY-  TX/HUTCHINSON
 FL1683  USGS QUAD   -  STINNETT (1978)
 FL1683
 FL1683                         *CURRENT SURVEY CONTROL
 FL1683  ___________________________________________________________________
 FL1683* NAD 83(1993)-  35 49 41.84956(N)    101 26 31.09101(W)     ADJUSTED  
 FL1683* NAVD 88     -                                                        
 FL1683  ___________________________________________________________________
 FL1683  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FL1683  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FL1683
 FL1683  HORZ ORDER  -  THIRD
 FL1683
 FL1683.The horizontal coordinates were established by classical geodetic methods
 FL1683.and adjusted by the National Geodetic Survey in February 1996..
 FL1683
 FL1683
 FL1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1683
 FL1683.The geoid height was determined by GEOID03.
 FL1683
 FL1683;                    North         East     Units Scale Factor Converg.
 FL1683;SPC TX N     - 1,202,828.665   205,243.209   MT  0.99993646   +0 02 01.1
 FL1683;SPC TX N     - 3,946,280.38    673,368.76   sFT  0.99993646   +0 02 01.1
 FL1683;UTM  14      - 3,967,656.337   279,413.760   MT  1.00019962   -1 25 48.0
 FL1683
 FL1683                          SUPERSEDED SURVEY CONTROL
 FL1683
 FL1683  NAD 83(1993)-  35 49 41.84978(N)    101 26 31.08976(W) AD(       ) 4
 FL1683  NAD 83(1986)-  35 49 41.85797(N)    101 26 31.07945(W) AD(       ) 4
 FL1683  NAD 27      -  35 49 41.71400(N)    101 26 29.48500(W) AD(       ) 3
 FL1683
 FL1683.Superseded values are not recommended for survey control.
 FL1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1683.See file dsdata.txt to determine how the superseded data were derived.
 FL1683
 FL1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7941467656(NAD 83)
 FL1683_MARKER: 53 = ELEVATED TANK
 FL1683
 FL1683  HISTORY     - Date     Condition        Report By
 FL1683  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1683  HISTORY     - 1964     GOOD             CGS
 FL1683
 FL1683                          STATION DESCRIPTION
 FL1683
 FL1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1683'THE STATION IS 1 BLOCK EAST OF STATE HIGHWAY 117 IN STINNETT AND
 FL1683'IN THE NORTHWEST CORNER OF THE INTERSECTION OF TWO STREETS.
 FL1683'THE HUTCHINSON COUNTY COURTHOUSE GROUNDS ARE IN THE SOUTHWEST
 FL1683'CORNER OF THIS INTERSECTION.
 FL1683'
 FL1683'THE TANK IS SUPPORTED BY FOUR TUBULAR LEGS, IS SILVER IN COLOR
 FL1683'AND STANDS APPROXIMATELY 125 FEET HIGH.  TOP CENTER OF THE TANK
 FL1683'WAS THE POINT LOCATED.
 FL1683
 FL1683                          STATION RECOVERY (1964)
 FL1683
 FL1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1683'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 FL1683'ADDITION--TANK IS LOCATED IN THE NW CORNER OF MORSE AND EAST 5TH
 FL1683'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2123 ***********************************************************************
 BL2123  DESIGNATION -  STOCK
 BL2123  PID         -  BL2123
 BL2123  STATE/COUNTY-  TX/LIBERTY
 BL2123  USGS QUAD   -  DAYTON (1984)
 BL2123
 BL2123                         *CURRENT SURVEY CONTROL
 BL2123  ___________________________________________________________________
 BL2123* NAD 83(1993)-  30 06 00.56163(N)    094 57 42.90890(W)     ADJUSTED  
 BL2123* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 BL2123  ___________________________________________________________________
 BL2123  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BL2123  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL2123
 BL2123  HORZ ORDER  -  SECOND
 BL2123
 BL2123.The horizontal coordinates were established by classical geodetic methods
 BL2123.and adjusted by the National Geodetic Survey in February 1996..
 BL2123
 BL2123.The orthometric height was scaled from a topographic map.
 BL2123
 BL2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2123
 BL2123.The geoid height was determined by GEOID03.
 BL2123
 BL2123;                    North         East     Units Scale Factor Converg.
 BL2123;SPC TX C     - 3,060,553.630 1,217,547.692   MT  1.00000445   +2 45 59.7
 BL2123;SPC TX C     -10,041,166.37  3,994,571.05   sFT  1.00000445   +2 45 59.7
 BL2123;SPC TXSC     - 4,257,949.622   989,131.638   MT  0.99995222   +1 58 41.9
 BL2123;SPC TXSC     -13,969,623.05  3,245,176.05   sFT  0.99995222   +1 58 41.9
 BL2123;UTM  15      - 3,331,507.199   310,949.242   MT  1.00004096   -0 59 03.2
 BL2123
 BL2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2123!SPC TX C     -   1.00000008  x   1.00000445  =   1.00000453
 BL2123!SPC TXSC     -   1.00000008  x   0.99995222  =   0.99995230
 BL2123!UTM  15      -   1.00000008  x   1.00004096  =   1.00004104
 BL2123
 BL2123|---------------------------------------------------------------------|
 BL2123| PID    Reference Object                     Distance      Geod. Az  |
 BL2123|                                                           dddmmss.s |
 BL2123| CV8426 STOCK RM 1                           25.277 METERS 00753     |
 BL2123| CV8425 STOCK AZ MK                                        0905209.2 |
 BL2123| BL2122 DAYTON TRANSCON PIPELINE MAST       APPROX.10.0 KM 1781253.3 |
 BL2123| CV8427 STOCK RM 2                           25.870 METERS 26325     |
 BL2123|---------------------------------------------------------------------|
 BL2123
 BL2123                          SUPERSEDED SURVEY CONTROL
 BL2123
 BL2123  NAD 83(1986)-  30 06 00.57719(N)    094 57 42.89199(W) AD(       ) 2
 BL2123  NAD 27      -  30 05 59.80329(N)    094 57 42.15283(W) AD(       ) 2
 BL2123
 BL2123.Superseded values are not recommended for survey control.
 BL2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2123.See file dsdata.txt to determine how the superseded data were derived.
 BL2123
 BL2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1094931507(NAD 83)
 BL2123_MARKER: DS = TRIANGULATION STATION DISK
 BL2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2123
 BL2123  HISTORY     - Date     Condition        Report By
 BL2123  HISTORY     - 1952     MONUMENTED       CGS
 BL2123
 BL2123                          STATION DESCRIPTION
 BL2123
 BL2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2123'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF DAYTON
 BL2123'IN THE SOUTHEAST CORNER OF A PASTURE, 40 FEET NORTH OF THE
 BL2123'CENTER OF FARM ROAD 686, 32 FEET WEST OF THE CENTER OF A
 BL2123'DRIVEWAY INTO FARMYARD, 12 FEET WEST OF A NORTH-SOUTH FENCE
 BL2123'LINE, 12 FEET NORTHWEST OF A WITNESS POST AND 10 FEET NORTH
 BL2123'OF AND EAST-WEST FENCE LINE.  IT IS STAMPED STOCK 1952 AND IS
 BL2123'18 INCHES BELOW THE GROUND SURFACE.
 BL2123'
 BL2123'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF PASTURE, 93 FEET
 BL2123'NORTH OF A FENCE CORNER, 22 FEET WEST OF THE CENTER OF DRIVEWAY
 BL2123'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 BL2123'STOCK NO 1 1952 AND PROJECTS 2 INCHES.
 BL2123'
 BL2123'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF PASTURE, 96
 BL2123'FEET WEST OF A FENCE CORNER, 31 FEET NORTH OF THE CENTER OF
 BL2123'FARM ROAD 686 AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 BL2123'IT IS STAMPED STOCK NO 2 1952 AND PROJECTS 2 INCHES.
 BL2123'
 BL2123'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 132.54 FEET.
 BL2123'
 BL2123'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 27 FEET SOUTH
 BL2123'OF THE CENTER OF FARM ROAD 686, 2 FEET WEST OF A WITNESS POST
 BL2123'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 BL2123'STOCK 1952 AND PROJECTS 4 INCHES.
 BL2123'
 BL2123'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK WEST OF
 BL2123'THE POST OFFICE IN DAYTON, GO NORTH FOR 0.05 MILE TO AN
 BL2123'INTERSECTION, TURN LEFT AND GO WEST FOR 0.1 MILE TO STATE
 BL2123'HIGHWAY 321.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 321
 BL2123'FOR 4.1 MILES TO JUNCTION WITH FARM ROAD 686, TURN LEFT AND
 BL2123'GO WEST ON FARM ROAD 686 FOR 1.7 MILES TO AZIMUTH MARK ON
 BL2123'LEFT AS DESCRIBED, CONTINUE WEST FOR 0.85 MILE TO A DRIVEWAY
 BL2123'INTO FARMYARD ON RIGHT AND STATION JUST WEST AS DESCRIBED.
 BL2123'
 BL2123'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0521 ***********************************************************************
 BO0521  DESIGNATION -  STOCK
 BO0521  PID         -  BO0521
 BO0521  STATE/COUNTY-  TX/CROCKETT
 BO0521  USGS QUAD   -  HUNT RANCH (1967)
 BO0521
 BO0521                         *CURRENT SURVEY CONTROL
 BO0521  ___________________________________________________________________
 BO0521* NAD 83(1993)-  30 31 48.33452(N)    101 17 01.09340(W)     ADJUSTED  
 BO0521* NAVD 88     -       755.     (meters)    2477.     (feet)  SCALED    
 BO0521  ___________________________________________________________________
 BO0521  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BO0521  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 BO0521
 BO0521  HORZ ORDER  -  SECOND
 BO0521
 BO0521.The horizontal coordinates were established by classical geodetic methods
 BO0521.and adjusted by the National Geodetic Survey in February 1996..
 BO0521
 BO0521.The orthometric height was scaled from a topographic map.
 BO0521
 BO0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0521
 BO0521.The geoid height was determined by GEOID03.
 BO0521
 BO0521;                    North         East     Units Scale Factor Converg.
 BO0521;SPC TX C     - 3,096,105.230   608,808.788   MT  0.99991535   -0 29 22.1
 BO0521;SPC TX C     -10,157,805.24  1,997,400.17   sFT  0.99991535   -0 29 22.1
 BO0521;UTM  14      - 3,379,745.111   280,900.194   MT  1.00019224   -1 09 37.9
 BO0521
 BO0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0521!SPC TX C     -   0.99988515  x   0.99991535  =   0.99980051
 BO0521!UTM  14      -   0.99988515  x   1.00019224  =   1.00007737
 BO0521
 BO0521|---------------------------------------------------------------------|
 BO0521| PID    Reference Object                     Distance      Geod. Az  |
 BO0521|                                                           dddmmss.s |
 BO0521| CI0555 STOCK RM 1                            7.619 METERS 00530     |
 BO0521| CI0556 STOCK RM 2                            6.138 METERS 11242     |
 BO0521| CI0554 STOCK AZ MK                                        2372236.8 |
 BO0521|---------------------------------------------------------------------|
 BO0521
 BO0521                          SUPERSEDED SURVEY CONTROL
 BO0521
 BO0521  NAD 83(1986)-  30 31 48.33928(N)    101 17 01.08550(W) AD(       ) 2
 BO0521  NAD 27      -  30 31 47.70400(N)    101 16 59.68400(W) AD(       ) 2
 BO0521
 BO0521.Superseded values are not recommended for survey control.
 BO0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0521.See file dsdata.txt to determine how the superseded data were derived.
 BO0521
 BO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU8090079745(NAD 83)
 BO0521_MARKER: DS = TRIANGULATION STATION DISK
 BO0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0521
 BO0521  HISTORY     - Date     Condition        Report By
 BO0521  HISTORY     - 1944     MONUMENTED       CGS
 BO0521  HISTORY     - 1949     GOOD             LOCENG
 BO0521
 BO0521                          STATION DESCRIPTION
 BO0521
 BO0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0521'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 15 MILES SSW
 BO0521'OF OZONA AND 16 MILES N OF CROCKETT-VAL VERDE COUNTY LINE,
 BO0521'ON THE HALLCOMB RANCH.  IT IS IN THE V OF A ROAD FORK, AT
 BO0521'SIGNS V.I. PIERCE RANCH 7 MILES AND C.C. MONTGOMERY RANCH
 BO0521'4 MILES.  IT IS 35 FEET SSE OF ONE ROAD OF THE FORK, 30 FEET
 BO0521'WNW OF THE OTHER ROAD, AND 90 FEET FROM THE APEX OF THE V.
 BO0521'
 BO0521'STATION MARK IS A BRONZE STATION DISK SET IN A CYLINDRICAL
 BO0521'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 BO0521'6 FEET NE OF A WHITE WOODEN WITNESS POST AND IS STAMPED
 BO0521'STOCK 1944.  UNDERGROUND MARK - NOTE 7A - ABOUT 30 INCHES
 BO0521'BELOW GROUND.
 BO0521'
 BO0521'REFERENCE MARK 1 IS 10 FEET SSE OF THE CENTER LINE OF THE
 BO0521'RIGHT FORK AND 5 FEET W OF THE SIGNS MENTIONED ABOVE.  IT IS
 BO0521'A BRONZE REFERENCE DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE
 BO0521'POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BO0521'STOCK NO 1 1944.
 BO0521'
 BO0521'REFERENCE MARK 2 IS 8 FEET W OF THE CENTER LINE OF THE LEFT
 BO0521'FORK.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 BO0521'CYLINDRICAL CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE
 BO0521'THE GROUND.  IT IS STAMPED STOCK NO 2 1944.
 BO0521'
 BO0521'AZIMUTH MARK IS 29 PACES N OF ROAD, 16 PACES N OF PHONE
 BO0521'LINE, AND 2 PACES NNE OF A WHITE WOODEN WITNESS POST.  IT
 BO0521'IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE IN A BOULDER.
 BO0521'IT IS STAMPED STOCK 1944 AND PROJECTS ABOUT 2 INCHES ABOVE
 BO0521'GROUND.
 BO0521'
 BO0521'TO REACH STATION FROM OZONA, GO S ON STATE HIGHWAY 163 TOWARD
 BO0521'DEL RIO FOR 7.3 MILES TO A T-ROAD RIGHT AT GREEN BUMPER GATE
 BO0521'AND CATTLE GUARD ON LEFT.  TURN RIGHT ON THE T-ROAD AND FOLLOW
 BO0521'IT W AND SW, PASSING THROUGH FIVE BUMPER GATES, FOR 8.7
 BO0521'MILES TO ROAD FORK, SIGNS, AND STATION.
 BO0521'
 BO0521'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 BO0521
 BO0521                          STATION RECOVERY (1949)
 BO0521
 BO0521'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0521'LETTER OF MR. F.D. TOTZKE, MAGNOLIA PETROLEUM CO., ELDORADO,
 BO0521'TEXAS, DATED 8/8/49--
 BO0521'
 BO0521'THE CONDITION OF THIS STATION IS GOOD, BUT BOTH OF THE REFERENCE
 BO0521'MARKS HAVE BEEN UPROOTED.  THE AZIMUTH MARK WAS NOT VISITED.
 BO0521'DESCRIPTION FOR REACHING STATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2621 ***********************************************************************
 AX2621  DESIGNATION -  STOCKDALE
 AX2621  PID         -  AX2621
 AX2621  STATE/COUNTY-  TX/WILSON
 AX2621  USGS QUAD   -  STOCKDALE (1987)
 AX2621
 AX2621                         *CURRENT SURVEY CONTROL
 AX2621  ___________________________________________________________________
 AX2621* NAD 83(1993)-  29 14 43.54544(N)    097 55 59.99458(W)     ADJUSTED  
 AX2621* NAVD 88     -       170.7    (meters)     560.     (feet)  VERTCON   
 AX2621  ___________________________________________________________________
 AX2621  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AX2621  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AX2621
 AX2621  HORZ ORDER  -  FIRST
 AX2621
 AX2621.The horizontal coordinates were established by classical geodetic methods
 AX2621.and adjusted by the National Geodetic Survey in February 1996..
 AX2621
 AX2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2621
 AX2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2621
 AX2621.The geoid height was determined by GEOID03.
 AX2621
 AX2621;                    North         East     Units Scale Factor Converg.
 AX2621;SPC TXSC     - 4,156,970.360   703,673.019   MT  0.99986445   +0 31 21.3
 AX2621;SPC TXSC     -13,638,326.92  2,308,633.90   sFT  0.99986445   +0 31 21.3
 AX2621;UTM  14      - 3,235,648.975   603,650.188   MT  0.99973257   +0 31 16.2
 AX2621
 AX2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2621!SPC TXSC     -   0.99997726  x   0.99986445  =   0.99984172
 AX2621!UTM  14      -   0.99997726  x   0.99973257  =   0.99970984
 AX2621
 AX2621:                Primary Azimuth Mark                     Grid Az
 AX2621:SPC TXSC     -  STOCKDALE AZ MK                          034 01 56.0
 AX2621:UTM  14      -  STOCKDALE AZ MK                          034 02 01.1
 AX2621
 AX2621|---------------------------------------------------------------------|
 AX2621| PID    Reference Object                     Distance      Geod. Az  |
 AX2621|                                                           dddmmss.s |
 AX2621| CV6418 STOCKDALE AZ MK                                    0343317.3 |
 AX2621| CV6419 STOCKDALE RM                         20.542 METERS 16518     |
 AX2621| CV6420 STOCKDALE RM 2                      232.600 METERS 23841     |
 AX2621| AY1832 SAN ANTONIO HOUSTON AWY BCN 2       APPROX.15.3 KM 2532321.1 |
 AX2621| AY1827 LAVERNIA                            APPROX.21.3 KM 2911151.4 |
 AX2621| CV6421 STOCKDALE RM 3                      288.600 METERS 32316     |
 AX2621|---------------------------------------------------------------------|
 AX2621
 AX2621                          SUPERSEDED SURVEY CONTROL
 AX2621
 AX2621  NAD 83(1986)-  29 14 43.55177(N)    097 55 59.97606(W) AD(       ) 1
 AX2621  NAD 27      -  29 14 42.68200(N)    097 55 58.96400(W) AD(       ) 1
 AX2621  NGVD 29 (07/28/98)  170.6    (m)          560.     (f) VERT ANG       
 AX2621
 AX2621.Superseded values are not recommended for survey control.
 AX2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2621.See file dsdata.txt to determine how the superseded data were derived.
 AX2621
 AX2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0365035649(NAD 83)
 AX2621_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AX2621_SETTING: 0 = UNSPECIFIED SETTING
 AX2621
 AX2621  HISTORY     - Date     Condition        Report By
 AX2621  HISTORY     - 1904     MONUMENTED       CGS
 AX2621  HISTORY     - 1935     SEE DESCRIPTION  CGS
 AX2621  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 AX2621  HISTORY     - 1943     SEE DESCRIPTION  CGS
 AX2621  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AX2621  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AX2621  HISTORY     - 1961     SEE DESCRIPTION  USGS
 AX2621  HISTORY     - 1961     GOOD             USGS
 AX2621
 AX2621                          STATION DESCRIPTION
 AX2621
 AX2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AX2621'TWO MILES NE OF THE TOWN OF STOCKDALE, ABOUT 200 METERS
 AX2621'(656 FEET) S OF THE STOCKDALE AND UNION VALLEY ROAD AND
 AX2621'ALMOST IN THE CENTER OF A LARGE COTTON FIELD BELONGING TO
 AX2621'MR. RICHMOND STRAND, WHO LIVES IN THE EDGE OF THE FIELD
 AX2621'ABOUT 250 METERS (820 FEET) NE OF THE STATION.  SURFACE MARK
 AX2621'IS A NAIL IN THE CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER
 AX2621'AND 2 FEET LONG, SET FLANGE DOWN, FILLED WITH CONCRETE, AND
 AX2621'SURROUNDED BY A BLOCK OF CONCRETE 18 INCHES IN DIAMETER.
 AX2621'THE CONCRETE WAS MARKED WITH THE LETTERS U.S.C. AND G.S. AND
 AX2621'THE DATE.  UNDERGROUND MARK IS A NAIL IN THE CENTER OF AN
 AX2621'IRON PIPE 2 INCHES IN DIAMETER AND 2 FEET LONG, SET FLANGE
 AX2621'DOWN, FILLED WITH CONCRETE AND SURROUNDED BY A CONCRETE
 AX2621'BLOCK 12 INCHES IN DIAMETER.  THE CONCRETE MAY BE MARKED
 AX2621'WITH THE LETTERS U.S.C. AND G.S. AND THE DATE.  REFERENCE
 AX2621'MARK IS A NAIL IN CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER AND
 AX2621'2 FEET LONG, SET FLANGE DOWN, FILLED WITH CONCRETE AND SET IN A
 AX2621'CONCRETE BLOCK 12 INCHES IN DIAMETER.  IT IS PRACTICALLY AT THE
 AX2621'SAME ELEVATION AS THE STATION, AND IS 20.542 METERS (67.39 FEET)
 AX2621'FROM THE STATION S 14 DEG 42 MIN E.  OTHER DISTANCES AND
 AX2621'BEARINGS FROM THE STATION ARE AS FOLLOWS--NE GABLE OF
 AX2621'MRS. M.S. WESTS HOUSE, ONE-TENTH MILE, S 18 DEG 21 MIN W.
 AX2621'SPIRE OF STOCKDALE PUBLIC SCHOOL, S 59 DEG 29 MIN W.
 AX2621'S GABLE OF MR. STRANDS HOUSE, ONE-EIGHTH MILE,
 AX2621'N 51 DEG 29 MIN E.  S GABLE OF NAT LUKERS HOUSE,
 AX2621'ONE-FOURTH MILE, S 30 DEG 51 MIN E.  FROM THE REFERENCE
 AX2621'MARK THE BEARINGS OF THESE OBJECTS ARE AS FOLLOWS--NE
 AX2621'GABLE OF MRS. M.S. WESTS HOUSE, S 19 DEG 52 MIN W.
 AX2621'SPIRE OF STOCKDALE PUBLIC SCHOOL, S 59 DEG 48 MIN W.
 AX2621'S GABLE OF MR. STRANDS HOUSE, N 48 DEG 24 MIN E.  S
 AX2621'GABLE OF NAT LUKERS HOUSE, S 31 DEG 17 MIN E.  ELEVATION
 AX2621'OF STATION, 170.4 METERS (559 FEET).
 AX2621
 AX2621                          STATION RECOVERY (1935)
 AX2621
 AX2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AX2621'THIS STATION WAS FOUND AS DESCRIBED, AND IS IN FAIR CONDITION.
 AX2621'THE SURFACE MARK IS GONE, BUT THE UNDERGROUND MARK WAS RECOVERED
 AX2621'AND WAS FOUND MARKED BY A FENCE POST SET VERTICALLY IN THE
 AX2621'GROUND DIRECTLY OVER THE MARK.  IT IS SAID THAT A MAN FROM
 AX2621'THIS BUREAU RECOVERED THIS MARK IN FEBRUARY 1935 AND SET
 AX2621'THIS POST.  THIS STATION IS LOCATED ON THE HIGHEST POINT
 AX2621'OF A HILL, ABOUT ONE-EIGHTH OF A MILE SW OF THE HOUSE NOW
 AX2621'OCCUPIED BY LEE MONTGOMERY.  LAND STATION IS ON, IS OWNED BY
 AX2621'DR. R.A. ROBERTS OF SAN ANTONIO, TEXAS, AND IS FARMED BY LEE
 AX2621'MONTGOMERY.  THIS LAND WAS FORMERLY OWNED BY RICHMOND
 AX2621'STRAUD, NOT RICHMOND STRAND AS DESCRIBED.  THE REFERENCE
 AX2621'MARK WAS RECOVERED, AND IS IN GOOD CONDITION.  IT IS
 AX2621'LOCATED ABOUT 29 YARDS SE OF THE FENCE RUNNING NE-SW
 AX2621'OVER THE HILL, AND IS ABOUT 67 FEET SSE FROM THE STATION.
 AX2621'STATION IS LOCATED ABOUT SIX YARDS SE OF THE SAME FENCE
 AX2621'DESCRIBED ABOVE.  ALL OF THE OLD HOUSES GIVEN AS TIES IN
 AX2621'THE OLD DESCRIPTION HAVE BEEN TORN DOWN OR CHANGED WITH
 AX2621'THE EXCEPTION OF THE HOUSE FORMERLY OCCUPIED BY RICHMOND
 AX2621'STRAUD AND NOW OCCUPIED BY LEE MONTGOMERY.  TO REACH THIS
 AX2621'STATION FROM STOCKDALE, TAKE STATE HIGHWAY 27 SW FROM
 AX2621'STOCKDALE DISTANCE 0.2 MILE TO DIRT ROAD TURNING LEFT
 AX2621'OR NE.  TAKE THIS DIRT ROAD FOR DISTANCE OF 1.7 MILES TO
 AX2621'MONTGOMERYS HOUSE.
 AX2621
 AX2621                          STATION RECOVERY (1937)
 AX2621
 AX2621'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AX2621'STATION MONUMENT NOT VISIBLE BUT POSITION IS MARKED BY A PIECE OF
 AX2621'FENCE POST EXTENDING ABOUT TWO FEET ABOVE GROUND.  REFERENCE MARK
 AX2621'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  ACCORDING TO
 AX2621'RESIDENT FARMER, A MAN (PROBABLY U.S.C. AND G.S. MAN) DUG FOR AND
 AX2621'FOUND UNDERGROUND MARK TWO YEARS AGO AND THEN LEFT THE FENCE
 AX2621'POST TO MARK THE SPOT.  STATION IS ON HILL 927 FEET SE OF
 AX2621'STOCKDALE-UNION VALLEY ROAD AND 1.8 MILES NE ALONG THE
 AX2621'STOCKDALE-UNION VALLEY ROAD FROM ITS INTERSECTION WITH STATE
 AX2621'HIGHWAY 27 AT A GULF FILLING STATION, ON S SIDE OF ROAD,
 AX2621'IN E EDGE OF STOCKDALE.
 AX2621
 AX2621                          STATION RECOVERY (1943)
 AX2621
 AX2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2621'ABOUT 1-1/2 MILES NE OF STOCKDALE, ON LAND OWNED BY DR. R.A.
 AX2621'ROBERTS OF SAN ANTONIO.  THE STATION IS ABOUT 970 FEET S OF
 AX2621'THE CENTER LINE OF THE HIGHWAY, 18 FEET S OF A DIVISION
 AX2621'FENCE ON THE HIGH PART OF THE HILL.  THE STATION MARK WAS
 AX2621'RECOVERED IN GOOD CONDITION.  THE MARK CONSISTS OF AN IRON
 AX2621'PIPE WITH A NAIL IN THE CENTER, ALL SET IN CONCRETE AND IS
 AX2621'16 INCHES BELOW THE SURFACE OF THE GROUND.
 AX2621'
 AX2621'REFERENCE MARK NO. 1, THE OLD MARK SIMILAR TO THE STATION
 AX2621'MARK, COULD NOT BE FOUND.
 AX2621'
 AX2621'REFERENCE MARK NO. 2 WAS ESTABLISHED
 AX2621'W OF THE STATION IN THE LINE FENCE, 30 FEET S OF AN E-W
 AX2621'DIVISION FENCE, AND 6 FEET S OF AN 8-INCH MESQUITE TREE.
 AX2621'THE MARK PROJECTS 4 INCHES AND IS STAMPED STOCKDALE 1943.
 AX2621'
 AX2621'REFERENCE MARK NO. 3 WAS ESTABLISHED
 AX2621'N OF THE STATION IN THE ROAD FENCE LINE, 30 FEET S OF THE
 AX2621'CENTER LINE OF THE ROAD, 136 FEET E OF POWER-LINE POLE MARKED
 AX2621'REA CO-OP 8 - 155.  THE MARK PROJECTS 8 INCHES AND IS STAMPED
 AX2621'STOCKDALE 1943.
 AX2621'
 AX2621'AN AZIMUTH MARK WAS ESTABLISHED, ABOUT
 AX2621'0.3 MILE NE OF THE STATION, 24 FEET S OF THE CENTER LINE
 AX2621'OF THE ROAD, 12 FEET E OF OLD BOARD GATE.  THE MARK IS IN
 AX2621'A FENCE CORNER AND PROJECTS 6 INCHES.  IT IS REACHED FROM
 AX2621'THE STATION BY GOING BACK TO THE GATE AT THE MAIN ROAD, TURN
 AX2621'RIGHT, E, AND GO 0.15 MILE TO AZIMUTH MARK ON S SIDE OF ROAD.
 AX2621'
 AX2621'REACHED FROM STOCKDALE AT JUNCTION OF U.S. 87 AND T-123, BY
 AX2621'GOING E ON U.S. 87 FOR 0.25 MILE TO GULF FILLING STATION.
 AX2621'THENCE LEFT, NE, ON DIRT ROAD FOR 1.95 MILES TO GATE ON
 AX2621'RIGHT.  THENCE RIGHT 0.15 MILE TO MONTGOMERYS HOUSE.  THENCE
 AX2621'RIGHT, THROUGH LANE, 0.15 MILE TO FIELD.  THENCE LEFT 80 PACES TO
 AX2621'GATE IN NE AND SW FENCE.  STATION IS 170 PACES SW ALONG THIS
 AX2621'FENCE.
 AX2621
 AX2621                          STATION RECOVERY (1948)
 AX2621
 AX2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HB)
 AX2621'STATION DESTROYED.  THE STATION MARKER WAS FOUND LYING IN
 AX2621'A FENCE LINE APPROXIMATELY 300 FT. E OF THE ORIGINAL POSITION IN
 AX2621'THE CENTER OF A FIELD.  THE DIVISION FENCE AS REFERRED TO IN
 AX2621'THE DESCRIPTION HAS LIKEWISE BEEN DESTROYED.  IT IS PROBABLE
 AX2621'THAT THE STATION WAS PULLED UP AT THE TIME THE FENCE WAS
 AX2621'REMOVED.
 AX2621'
 AX2621'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED EXCEPT THAT THE
 AX2621'DIVISION FENCE HAS BEEN DESTROYED.
 AX2621'
 AX2621'REFERENCE MARK 3 WAS RECOVERED AS DESCRIBED.
 AX2621'
 AX2621'AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 AX2621
 AX2621                          STATION RECOVERY (1959)
 AX2621
 AX2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WHL)
 AX2621'STATION LOCATED ON HIGHEST KNOLL IN UNCULTIVATED FIELD, 16 INCHES
 AX2621'UNDER SURFACE UNDER A PILE OF SAND STONE ROCKS.  REFERENCE
 AX2621'MARKER NO. 3 REMOVED AND STANDING UPRIGHT AGAINST REA POWER
 AX2621'POLE 8-155 AT RIGHT-OF-WAY FENCE OF F.M. 1107 (1943).  NO
 AX2621'OTHER MARKERS LOCATED.
 AX2621
 AX2621                          STATION RECOVERY (1961)
 AX2621
 AX2621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX2621'UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION
 AX2621'AS DESCRIBED.  R.M. 1 WAS SEARCHED FOR BUT NOT FOUND.  R.M. 2 WAS
 AX2621'RECOVERED IN GOOD CONDITION.  R.M. 3 HAS BEEN DESTROYED.  CONCRETE
 AX2621'POST AND MARKER LAYING BESIDE S. ROW FENCE.  AZIMUTH MARK
 AX2621'HAS BEEN DESTROYED.  CONCRETE POST AND MARKER LAYING BESIDE
 AX2621'S. ROW FENCE.
 AX2621
 AX2621                          STATION RECOVERY (1961)
 AX2621
 AX2621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX2621'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29097-3, STATION 1005.
 AX2621'THE FOLLOWING BY USGS, 1961
 AX2621'REFERENCE MARK NO. 1--SEARCHED FOR, NOT FOUND.
 AX2621'REFERENCE MARK NO. 2--RECOVERED IN GOOD CONDITION.
 AX2621'REFERENCE MARK NO. 3--DESTROYED, CONCRETE POST AND MARKER LAYING
 AX2621'BESIDE THE S. RIGHT-OF-WAY FENCE.
 AX2621'AZIMUTH MARK--DESTROYED, CONCRETE POST AND MARKER LAYING BESIDE THE S.
 AX2621'RIGHT-OF-WAY FENCE.
 AX2621'STATION MARK--AN IRON PIPE WITH A NAIL AT THE CENTER SET IN CONCRETE
 AX2621'ABOUT 16 IN. BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0961 ***********************************************************************
 BP0961  SACS        -  This is a Secondary Airport Control Station.
 BP0961  DESIGNATION -  STOCKPORT
 BP0961  PID         -  BP0961
 BP0961  STATE/COUNTY-  TX/PECOS
 BP0961  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0961
 BP0961                         *CURRENT SURVEY CONTROL
 BP0961  ___________________________________________________________________
 BP0961* NAD 83(1993)-  30 54 36.18665(N)    102 54 43.79638(W)     ADJUSTED  
 BP0961* NAVD 88     -       917.75   (meters)    3011.0    (feet)  GPS OBS   
 BP0961  ___________________________________________________________________
 BP0961  X           -  -1,224,072.839 (meters)                     COMP
 BP0961  Y           -  -5,339,372.713 (meters)                     COMP
 BP0961  Z           -   3,257,800.798 (meters)                     COMP
 BP0961  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BP0961  ELLIP HEIGHT-         894.22  (meters)          (01/14/01) GPS OBS
 BP0961  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0961
 BP0961  HORZ ORDER  -  FIRST
 BP0961  ELLP ORDER  -  FOURTH    CLASS II
 BP0961
 BP0961.This mark is at Fort Stockton-Pecos Co (FST) Airport (FST)
 BP0961
 BP0961.The horizontal coordinates were established by GPS observations
 BP0961.and adjusted by the National Geodetic Survey in July 1997..
 BP0961
 BP0961.The orthometric height was determined by GPS observations and a
 BP0961.high-resolution geoid model.
 BP0961
 BP0961.GPS derived orthometric heights for airport stations designated as
 BP0961.PACS or SACS are published to 2 decimal places.  This maintains
 BP0961.centimeter relative accuracy between the PACS and SACS.  It does
 BP0961.not indicate centimeter accuracy relative to other marks which are
 BP0961.part of the NAVD 88 network.
 BP0961
 BP0961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0961
 BP0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0961
 BP0961.The ellipsoidal height was determined by GPS observations
 BP0961.and is referenced to NAD 83.
 BP0961
 BP0961.The geoid height was determined by GEOID03.
 BP0961
 BP0961;                    North         East     Units Scale Factor Converg.
 BP0961;SPC TX C     - 3,140,692.334   453,530.567   MT  0.99988301   -1 19 41.7
 BP0961;SPC TX C     -10,304,088.10  1,487,958.20   sFT  0.99988301   -1 19 41.7
 BP0961;UTM  13      - 3,421,501.432   699,525.170   MT  1.00009110   +1 04 22.3
 BP0961
 BP0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0961!SPC TX C     -   0.99985960  x   0.99988301  =   0.99974262
 BP0961!UTM  13      -   0.99985960  x   1.00009110  =   0.99995068
 BP0961
 BP0961:                Primary Azimuth Mark                     Grid Az
 BP0961:SPC TX C     -  STOCKPORT AZ MK                          306 27 44.0
 BP0961:UTM  13      -  STOCKPORT AZ MK                          304 03 40.0
 BP0961
 BP0961|---------------------------------------------------------------------|
 BP0961| PID    Reference Object                     Distance      Geod. Az  |
 BP0961|                                                           dddmmss.s |
 BP0961| BP0962 STOCKPORT AZ MK                     APPROX. 0.7 KM 3050802.3 |
 BP0961|---------------------------------------------------------------------|
 BP0961
 BP0961                          SUPERSEDED SURVEY CONTROL
 BP0961
 BP0961  ELLIP H (07/03/97)  893.85   (m)                       GP(       ) 4 2
 BP0961  NAD 83(1993)-  30 54 36.18782(N)    102 54 43.79773(W) AD(       ) 3
 BP0961  ELLIP H (02/16/96)  894.18   (m)                       GP(       ) 5 1
 BP0961  ELLIP H (12/21/93)  893.96   (m)                       GP(       ) 4 1
 BP0961  NAD 83(1986)-  30 54 36.19086(N)    102 54 43.79304(W) AD(       ) 3
 BP0961  NGVD 29 (10/23/89)  917.2    (m)         3009.     (f) GPS OBS        
 BP0961
 BP0961.Superseded values are not recommended for survey control.
 BP0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0961.See file dsdata.txt to determine how the superseded data were derived.
 BP0961
 BP0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ9952521501(NAD 83)
 BP0961_MARKER: I = METAL ROD
 BP0961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BP0961_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BP0961_STAMPING: STOCKPORT 1989
 BP0961_MARK LOGO: NGS   
 BP0961_PROJECTION: FLUSH
 BP0961_MAGNETIC: I = MARKER IS A STEEL ROD
 BP0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0961+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1995
 BP0961_ROD/PIPE-DEPTH: 1.61 meters
 BP0961_SLEEVE-DEPTH  : 0.85 meters
 BP0961
 BP0961  HISTORY     - Date     Condition        Report By
 BP0961  HISTORY     - 1989     MONUMENTED       NGS
 BP0961  HISTORY     - 19910304 GOOD             NGS
 BP0961  HISTORY     - 19950705 GOOD             NGS
 BP0961  HISTORY     - 19961005 GOOD             USPSQD
 BP0961
 BP0961                          STATION DESCRIPTION
 BP0961
 BP0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 BP0961'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF FORT
 BP0961'STOCKTON, AT THE FORT STOCKTON-PECOS COUNTY AIRPORT, IN THE MEDIAN
 BP0961'BETWEEN RUNWAY 12-30 AND THE PARALLEL TAXI, AT THE JUNCTION OF A RAMP,
 BP0961'ABOUT 75 METERS NORTHEAST OF THE OFFICE.  OWNERSHIP--PECOS COUNTY,
 BP0961'COUNTY COURTHOUSE, FORT STOCKTON, TEXAS 79735.  THE AIRPORT MANAGER IS
 BP0961'W. HARGUS, TELEPHONE 915-336-3151.
 BP0961'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BP0961'U.S. HIGHWAY 285 (EXIT 257) AT FORT STOCKTON, GO NORTHWEST ON U.S.
 BP0961'HIGHWAY 285 FOR 0.80 KM (0.50 MI) TO A PAVED ROAD RIGHT AT THE CIVIC
 BP0961'CENTER.  TURN RIGHT AND GO NORTHEAST FOR 0.54 KM (0.35 MI) TO THE ROAD
 BP0961'END AT THE AIRPORT OFFICE AND A GATE ON THE LEFT.  PASS THROUGH THE
 BP0961'GATE, TURN RIGHT, AND GO NORTHEAST FOR 0.11 KM (0.05 MI) TO THE
 BP0961'JUNCTION OF THE TAXI AND RAMP AND THE STATION.
 BP0961'THE STATION IS 31.1 M (102.0 FT) NORTH-NORTHEAST OF THE TAXI EDGE, AND
 BP0961'15.9 M (52.2 FT) SOUTHEAST OF THE RAMP CENTER.
 BP0961'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0961'DESCRIBED BY R.D.B.
 BP0961
 BP0961                          STATION RECOVERY (1991)
 BP0961
 BP0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BP0961'RECOVERED IN GOOD CONDITION.  1989 DESCRIPTION IS ADEQUATE WITH THE
 BP0961'ADDITION OF 21.8 FT (6.6 M) NORTHEAST OF THE NORTHEAST EDGE OF A
 BP0961'PAVED APRON, 16.2 FT (4.9 M) NORTHEAST OF A SHORT FIBERGLASS WITNESS
 BP0961'POST.  CONTACT MANAGER AT TIME OF WORK.
 BP0961
 BP0961                          STATION RECOVERY (1995)
 BP0961
 BP0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WCW)
 BP0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WCW) .  RECOVERED AS
 BP0961'DESCRIBED WITH CHANGE.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 BP0961'(SACS) .
 BP0961
 BP0961                          STATION RECOVERY (1996)
 BP0961
 BP0961'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0962 ***********************************************************************
 BP0962  PACS        -  This is a Primary Airport Control Station.
 BP0962  DESIGNATION -  STOCKPORT AZ MK
 BP0962  PID         -  BP0962
 BP0962  STATE/COUNTY-  TX/PECOS
 BP0962  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0962
 BP0962                         *CURRENT SURVEY CONTROL
 BP0962  ___________________________________________________________________
 BP0962* NAD 83(1993)-  30 54 49.42611(N)    102 55 05.61833(W)     ADJUSTED  
 BP0962* NAVD 88     -       915.71   (meters)    3004.3    (feet)  GPS OBS   
 BP0962  ___________________________________________________________________
 BP0962  X           -  -1,224,590.491 (meters)                     COMP
 BP0962  Y           -  -5,339,037.289 (meters)                     COMP
 BP0962  Z           -   3,258,149.615 (meters)                     COMP
 BP0962  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BP0962  ELLIP HEIGHT-         892.18  (meters)          (10/24/00) GPS OBS
 BP0962  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0962
 BP0962  HORZ ORDER  -  B
 BP0962  ELLP ORDER  -  FOURTH    CLASS II
 BP0962
 BP0962.This mark is at Fort Stockton-Pecos Co (FST) Airport (FST)
 BP0962
 BP0962.The horizontal coordinates were established by GPS observations
 BP0962.and adjusted by the National Geodetic Survey in September 1996..
 BP0962
 BP0962.The orthometric height was determined by GPS observations and a
 BP0962.high-resolution geoid model.
 BP0962
 BP0962.GPS derived orthometric heights for airport stations designated as
 BP0962.PACS or SACS are published to 2 decimal places.  This maintains
 BP0962.centimeter relative accuracy between the PACS and SACS.  It does
 BP0962.not indicate centimeter accuracy relative to other marks which are
 BP0962.part of the NAVD 88 network.
 BP0962
 BP0962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0962
 BP0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0962
 BP0962.The ellipsoidal height was determined by GPS observations
 BP0962.and is referenced to NAD 83.
 BP0962
 BP0962.The geoid height was determined by GEOID03.
 BP0962
 BP0962;                    North         East     Units Scale Factor Converg.
 BP0962;SPC TX C     - 3,141,113.353   452,960.806   MT  0.99988291   -1 19 52.9
 BP0962;SPC TX C     -10,305,469.39  1,486,088.91   sFT  0.99988291   -1 19 52.9
 BP0962;UTM  13      - 3,421,898.293   698,938.150   MT  1.00008821   +1 04 11.5
 BP0962
 BP0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0962!SPC TX C     -   0.99985992  x   0.99988291  =   0.99974284
 BP0962!UTM  13      -   0.99985992  x   1.00008821  =   0.99994811
 BP0962
 BP0962:                Primary Azimuth Mark                     Grid Az
 BP0962:SPC TX C     -  STOCKPORT                                126 27 44.0
 BP0962:UTM  13      -  STOCKPORT                                124 03 39.6
 BP0962
 BP0962|---------------------------------------------------------------------|
 BP0962| PID    Reference Object                     Distance      Geod. Az  |
 BP0962|                                                           dddmmss.s |
 BP0962| BP0961 STOCKPORT                           APPROX. 0.7 KM 1250751.1 |
 BP0962|---------------------------------------------------------------------|
 BP0962
 BP0962                          SUPERSEDED SURVEY CONTROL
 BP0962
 BP0962  ELLIP H (09/09/96)  892.23   (m)                       GP(       ) 1 2
 BP0962  NAD 83(1993)-  30 54 49.42721(N)    102 55 05.61971(W) AD(       ) 3
 BP0962  ELLIP H (02/16/96)  892.17   (m)                       GP(       ) 5 1
 BP0962  ELLIP H (12/21/93)  891.84   (m)                       GP(       ) 4 1
 BP0962  NAD 83(1986)-  30 54 49.43042(N)    102 55 05.61461(W) AD(       ) 3
 BP0962  NGVD 29 (10/23/89)  915.2    (m)         3003.     (f) GPS OBS        
 BP0962
 BP0962.Superseded values are not recommended for survey control.
 BP0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0962.See file dsdata.txt to determine how the superseded data were derived.
 BP0962
 BP0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ9893821898(NAD 83)
 BP0962_MARKER: I = METAL ROD
 BP0962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BP0962_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BP0962_STAMPING: STOCKPORT AZ MK 1989
 BP0962_MARK LOGO: NGS   
 BP0962_PROJECTION: FLUSH
 BP0962_MAGNETIC: I = MARKER IS A STEEL ROD
 BP0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0962+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1995
 BP0962_ROD/PIPE-DEPTH: 1.09 meters
 BP0962_SLEEVE-DEPTH  : 0.70 meters
 BP0962
 BP0962  HISTORY     - Date     Condition        Report By
 BP0962  HISTORY     - 1989     MONUMENTED       NGS
 BP0962  HISTORY     - 19910304 GOOD             NGS
 BP0962  HISTORY     - 19950509 GOOD             NGS
 BP0962  HISTORY     - 19950705 GOOD             NGS
 BP0962  HISTORY     - 19961005 GOOD             USPSQD
 BP0962  HISTORY     - 19990504 GOOD             TXDOT
 BP0962
 BP0962                          STATION DESCRIPTION
 BP0962
 BP0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 BP0962'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF FORT
 BP0962'STOCKTON, AT THE FORT STOCKTON-PECOS COUNTY AIRPORT.  OWNERSHIP--PECOS
 BP0962'COUNTY, COUNTY COURTHOUSE, FORT STOCKTON, TEXAS 79735.  THE AIRPORT
 BP0962'MANAGER IS W. HARGUS, TELEPHONE 915-336-3151.
 BP0962'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BP0962'U.S. HIGHWAY 285 (EXIT 257) AT FORT STOCKTON, GO NORTHWEST ON U.S.
 BP0962'HIGHWAY 285 FOR 0.80 KM (0.50 MI) TO A PAVED ROAD RIGHT AT THE CIVIC
 BP0962'CENTER.  TURN RIGHT AND GO NORTHEAST FOR 0.54 KM (0.35 MI) TO THE ROAD
 BP0962'END AT THE AIRPORT OFFICE AND A GATE ON THE LEFT.  PASS THROUGH THE
 BP0962'GATE, TURN RIGHT, AND GO NORTHEAST FOR 0.11 KM (0.05 MI) TO THE
 BP0962'JUNCTION OF THE TAXI.  TURN LEFT AND GO NORTHWEST FOR 0.68 KM
 BP0962'(0.40 MI) TO THE JUNCTION OF RUNWAY END 3 AND THE STATION ON THE
 BP0962'RIGHT.
 BP0962'THE STATION IS 22.3 M (73.2 FT) SOUTHEAST OF THE CENTER OF RUNWAY
 BP0962'3-21, 21.8 M (71.5 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST END OF A
 BP0962'SLOPED CONCRETE DRAIN, 18.0 M (59.1 FT) NORTH-NORTHEAST OF THE TAXI
 BP0962'CENTER, 11.2 M (36.7 FT) EAST OF THE CURVED PAVEMENT EDGE, AND 0.65 M
 BP0962'(2.1 FT) SOUTHEAST OF A WITNESS POST.
 BP0962'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0962'DESCRIBED BY R.D.B.
 BP0962
 BP0962                          STATION RECOVERY (1991)
 BP0962
 BP0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BP0962'RECOVERED IN GOOD CONDITION.
 BP0962
 BP0962                          STATION RECOVERY (1995)
 BP0962
 BP0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BP0962'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF FORT
 BP0962'STOCKTON, ON THE FORT STOCKTON-PECOS COUNTY AIRPORT, AT THE JUNCTION
 BP0962'OF RUNWAY 3 AND THE TAXI.  OWNERSHIP--PECOS COUNTY, COUNTY COURT
 BP0962'HOUSE, FORT STOCKTON TX 79735.  THE AIR PORT MANAGER IS W.  HARGUS,
 BP0962'PHONE 915 336-3151.  TO REACH THE STATION FROM THE JUNCTION OF
 BP0962'INTERSTATE HIGHWAY 10 AND U.S.  HIGHWAY 285 (EXIT 257) IN FORT
 BP0962'STOCKTON, GO NORTHWEST ON HIGHWAY 285 FOR 0.81 KM (0.50 MI) TO A PAVED
 BP0962'RIGHT AT THE CIVIC CENTER.  TURN EAST AND GO 0.54 KM (0.35 MI) TO THE
 BP0962'AIRPORT OFFICE AND A GATE ON THE LEFT.  PASS THROUGH THE GATE, TURN
 BP0962'RIGHT, NORTHEAST, GO 0.09 KM (0.05 MI) ACROSS THE APRON TO THE TAXI,
 BP0962'TURN LEFT, NORTHWEST, GO 0.68 KM (0.40 MI) TO ITS JUNCTION WITH RUNWAY
 BP0962'3 AND THE STATION ON THE RIGHT.  THE STATION IS 22.3 M (73.2 FT)
 BP0962'SOUTHEAST OF THE CENTER OF RUNWAY 3, 18.0 M (59.1 FT) NORTHEAST OF THE
 BP0962'TAXI CENTERLINE, 17.2 M (56.4 FT) SOUTHWEST OF THE 1ST RUNWAY LIGHT,
 BP0962'0.6 M (2.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 BP0962'BELOW THE LEVEL OF THE TAXI.  NOTE--ACCESS TO THE DATUM POINT IS
 BP0962'THROUGH A 5-INCH LOGO CAP.  BY DEB.
 BP0962
 BP0962                          STATION RECOVERY (1995)
 BP0962
 BP0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WCW)
 BP0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WCW) .  RECOVERED AS
 BP0962'DESCRIBED WITH CHANGE.  THIS IS A PRIMARY AIRPORT CONTROL STATION
 BP0962'(PACS) .
 BP0962
 BP0962                          STATION RECOVERY (1996)
 BP0962
 BP0962'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0962'RECOVERED IN GOOD CONDITION.
 BP0962
 BP0962                          STATION RECOVERY (1999)
 BP0962
 BP0962'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 BP0962'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1571 ***********************************************************************
 AH1571  DESIGNATION -  STOCKTON
 AH1571  PID         -  AH1571
 AH1571  STATE/COUNTY-  TX/NUECES
 AH1571  USGS QUAD   -  PETRONILA NE (1975)
 AH1571
 AH1571                         *CURRENT SURVEY CONTROL
 AH1571  ___________________________________________________________________
 AH1571* NAD 83(1993)-  27 37 47.36962(N)    097 30 10.81488(W)     ADJUSTED  
 AH1571* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AH1571  ___________________________________________________________________
 AH1571  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1571  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AH1571
 AH1571  HORZ ORDER  -  THIRD
 AH1571
 AH1571.The horizontal coordinates were established by classical geodetic methods
 AH1571.and adjusted by the National Geodetic Survey in February 1996..
 AH1571
 AH1571.The orthometric height was scaled from a topographic map.
 AH1571
 AH1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1571
 AH1571.The geoid height was determined by GEOID03.
 AH1571
 AH1571;                    North         East     Units Scale Factor Converg.
 AH1571;SPC TX S     - 5,217,894.583   398,393.980   MT  0.99995480   +0 27 09.5
 AH1571;SPC TX S     -17,119,042.48  1,307,064.25   sFT  0.99995480   +0 27 09.5
 AH1571;UTM  14      - 3,057,092.226   647,697.970   MT  0.99986927   +0 41 39.7
 AH1571
 AH1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1571!SPC TX S     -   1.00000208  x   0.99995480  =   0.99995688
 AH1571!UTM  14      -   1.00000208  x   0.99986927  =   0.99987135
 AH1571
 AH1571:                Primary Azimuth Mark                     Grid Az
 AH1571:SPC TX S     -  CORPUS CHRI CABANISS CONT TWR            037 35 36.3
 AH1571:UTM  14      -  CORPUS CHRI CABANISS CONT TWR            037 21 06.1
 AH1571
 AH1571|---------------------------------------------------------------------|
 AH1571| PID    Reference Object                     Distance      Geod. Az  |
 AH1571|                                                           dddmmss.s |
 AH1571| AH1310 CORPUS CHRI CABANISS CONT TWR       APPROX.10.5 KM 0380245.8 |
 AH1571| AH1311 CORPUS CHRI CABANISS FLD STK        APPROX.10.8 KM 0385631.4 |
 AH1571| AH1315 KLEPAC                              APPROX.10.7 KM 0563719.2 |
 AH1571| CV3481 STOCKTON RM 1                         7.640 METERS 05658     |
 AH1571| CV3480 STOCKTON AZ MK                                     1803509.7 |
 AH1571| CV3482 STOCKTON RM 2                         9.328 METERS 29430     |
 AH1571|---------------------------------------------------------------------|
 AH1571
 AH1571                          SUPERSEDED SURVEY CONTROL
 AH1571
 AH1571  NAD 83(1986)-  27 37 47.37835(N)    097 30 10.79178(W) AD(       ) 3
 AH1571  NAD 27      -  27 37 46.25800(N)    097 30 09.81000(W) AD(       ) 3
 AH1571
 AH1571.Superseded values are not recommended for survey control.
 AH1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1571.See file dsdata.txt to determine how the superseded data were derived.
 AH1571
 AH1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4769857092(NAD 83)
 AH1571_MARKER: DS = TRIANGULATION STATION DISK
 AH1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1571
 AH1571  HISTORY     - Date     Condition        Report By
 AH1571  HISTORY     - 1949     MONUMENTED       CGS
 AH1571  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AH1571  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1571  HISTORY     - 20010728 GOOD             USPSQD
 AH1571  HISTORY     - 20020628 GOOD             USPSQD
 AH1571
 AH1571                          STATION DESCRIPTION
 AH1571
 AH1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1571'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF ROBSTOWN
 AH1571'AND ABOUT 11 MILES SOUTH OF CLARKWOOD, ON LAND OWNED BY J.O.
 AH1571'CHAPMAN.  IT IS 40 FEET EAST OF THE CENTER OF A PRIVATE ROAD
 AH1571'AND 14 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 AH1571'STOCKTON 1949 AND PROJECTS 6 INCHES.
 AH1571'
 AH1571'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE
 AH1571'LINE.  IT IS STAMPED STOCKTON NO 1 1949 AND PROJECTS 4 INCHES.
 AH1571'
 AH1571'REFERENCE MARK NO. 2 IS 35 FEET EAST OF A NORTH-SOUTH DRAINAGE
 AH1571'DITCH AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 AH1571'STAMPED STOCKTON NO 2 1949 AND PROJECTS 4 INCHES.
 AH1571'
 AH1571'THE AZIMUTH MARK IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE, 3
 AH1571'FEET EAST OF THE EAST END OF A WIRE GATE AND 3 FEET WEST OF A
 AH1571'WITNESS POST.  IT IS STAMPED STOCKTON 1949 AND PROJECTS 10
 AH1571'INCHES.
 AH1571'
 AH1571'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND
 AH1571'STATE HIGHWAY 44 IN ROBSTOWN, 1 BLOCK EAST OF THE WATER TANK,
 AH1571'GO EAST ON STATE HIGHWAY 44 FOR 0.7 MILES TO A CROSSROAD.
 AH1571'TURN RIGHT, SOUTH, AND GO 7.0 MILES TO A CROSSROAD, TURN
 AH1571'LEFT, EAST, AND GO 1.1 MILES TO FARM ROAD 665.  GO STRAIGHT
 AH1571'AHEAD ON FARM ROAD 665 FOR 5.1 MILES TO WHERE FARM ROAD 665
 AH1571'TURNS NORTH, CONTINUE STRAIGHT AHEAD FOR 1.15 MILES TO A
 AH1571'T ROAD RIGHT, TURN RIGHT, SOUTH, AND GO 5.15 MILES TO A
 AH1571'CROSSROAD.  TURN LEFT, EAST, AND GO FOR 2.1 MILES TO A CROSSROAD
 AH1571'AND A WINDMILL IN THE NORTHEAST CORNER OF THE
 AH1571'INTERSECTION.  TURN LEFT, NORTH, AND GO 0.65 MILE TO A
 AH1571'WIRE GATE AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AH1571'NORTH FOR 0.35 MILE TO THE END OF THE ROAD AND THE STATION
 AH1571'ON THE RIGHT.
 AH1571'
 AH1571'AN 87 FOOT SIGNAL AT STATION KLEPAC IS VISIBLE FROM THE GROUND.
 AH1571'
 AH1571'A 74 FOOT SIGNAL AT STATION CHAPMAN IS VISIBLE FROM THE GROUND.
 AH1571
 AH1571                          STATION RECOVERY (1963)
 AH1571
 AH1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AH1571'THE STATION SURFACE MARK AND AZIMUTH MARKS HAVE BEEN DESTROYED
 AH1571'AND THE DISKS WERE REMOVED.  R.M. 1 AND R.M. 2 WERE RECOVERED
 AH1571'AS DESCRIBED IN GOOD CONDITION.
 AH1571
 AH1571                          STATION RECOVERY (1969)
 AH1571
 AH1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (FHK)
 AH1571'THE STATION MARK WAS NOT FOUND.  THE SURFACE MARK IS PROBABLY
 AH1571'DESTROYED.  THE REFERENCE MARKS ARE IN GOOD CONDITION.
 AH1571
 AH1571                          STATION RECOVERY (2001)
 AH1571
 AH1571'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH1571'RECOVERED IN GOOD CONDITION.
 AH1571
 AH1571                          STATION RECOVERY (2002)
 AH1571
 AH1571'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0623 ***********************************************************************
 DP0623  DESIGNATION -  STOKER
 DP0623  PID         -  DP0623
 DP0623  STATE/COUNTY-  TX/GARZA
 DP0623  USGS QUAD   -  POST EAST (1969)
 DP0623
 DP0623                         *CURRENT SURVEY CONTROL
 DP0623  ___________________________________________________________________
 DP0623* NAD 83(1993)-  33 09 20.21473(N)    101 20 14.89817(W)     ADJUSTED  
 DP0623* NAVD 88     -       753.     (meters)    2470.     (feet)  SCALED    
 DP0623  ___________________________________________________________________
 DP0623  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DP0623  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 DP0623
 DP0623  HORZ ORDER  -  SECOND
 DP0623
 DP0623.The horizontal coordinates were established by classical geodetic methods
 DP0623.and adjusted by the National Geodetic Survey in February 1996..
 DP0623
 DP0623.The orthometric height was scaled from a topographic map.
 DP0623
 DP0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0623
 DP0623.The geoid height was determined by GEOID03.
 DP0623
 DP0623;                    North         East     Units Scale Factor Converg.
 DP0623;SPC TXNC     - 2,168,683.468   335,361.087   MT  0.99987426   -1 32 51.1
 DP0623;SPC TXNC     - 7,115,089.01  1,100,263.83   sFT  0.99987426   -1 32 51.1
 DP0623;UTM  14      - 3,670,971.499   282,002.770   MT  1.00018597   -1 16 44.0
 DP0623
 DP0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0623!SPC TXNC     -   0.99988570  x   0.99987426  =   0.99975998
 DP0623!UTM  14      -   0.99988570  x   1.00018597  =   1.00007165
 DP0623
 DP0623:                Primary Azimuth Mark                     Grid Az
 DP0623:SPC TXNC     -  POST ATT MICROWAVE                       044 19 45.2
 DP0623:UTM  14      -  POST ATT MICROWAVE                       044 03 38.1
 DP0623
 DP0623|---------------------------------------------------------------------|
 DP0623| PID    Reference Object                     Distance      Geod. Az  |
 DP0623|                                                           dddmmss.s |
 DP0623| DP0622 POST ATT MICROWAVE                  APPROX. 6.5 KM 0424654.1 |
 DP0623| CJ8568 STOKER RM 1                           6.648 METERS 14858     |
 DP0623| CJ8569 STOKER RM 2                          24.567 METERS 26040     |
 DP0623| DP0625 POST RAD STA KPOS MAST              APPROX. 4.1 KM 3101640.6 |
 DP0623| CJ8567 STOKER AZ MK                                       3160756.8 |
 DP0623| DP0624 POST POSTEX MILLS CO STACK          APPROX. 4.6 KM 3174027.0 |
 DP0623|---------------------------------------------------------------------|
 DP0623
 DP0623                          SUPERSEDED SURVEY CONTROL
 DP0623
 DP0623  NAD 83(1993)-  33 09 20.21500(N)    101 20 14.89760(W) AD(       ) 2
 DP0623  NAD 83(1986)-  33 09 20.22233(N)    101 20 14.88382(W) AD(       ) 2
 DP0623  NAD 27      -  33 09 19.87632(N)    101 20 13.39842(W) AD(       ) 2
 DP0623
 DP0623.Superseded values are not recommended for survey control.
 DP0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0623.See file dsdata.txt to determine how the superseded data were derived.
 DP0623
 DP0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB8200370971(NAD 83)
 DP0623_MARKER: DS = TRIANGULATION STATION DISK
 DP0623_SETTING: 66 = SET IN ROCK OUTCROP
 DP0623
 DP0623  HISTORY     - Date     Condition        Report By
 DP0623  HISTORY     - 1968     MONUMENTED       CGS
 DP0623
 DP0623                          STATION DESCRIPTION
 DP0623
 DP0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0623'DUE TO CREST OF LEDGE, NO MEASUREMENT BETWEEN REFERENCE MARKS.
 DP0623'
 DP0623'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF JUSTICEBURG, 3
 DP0623'MILES SOUTHEAST OF POST AND 3/4 MILE EAST OF U.S. HIGHWAY 84 ON
 DP0623'THE NORTHEAST END AND HIGHEST POINT OF A MESA.
 DP0623'
 DP0623'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND 380 IN POST,
 DP0623'GO SOUTHEAST ON U.S. HIGHWAY 84 FOR 2.8 MILES TO A SIDE ROAD
 DP0623'LEFT, TURN LEFT CROSSING CATTLE GUARD AND FOLLOW MAIN ROAD FOR
 DP0623'0.3 MILE TO CROSSROAD TURN RIGHT AND GO 0.05 MILE TO FORK, TAKE
 DP0623'THE LEFT FORK FOR 0.1 MILE TO FORK, TAKE THE RIGHT FORK FOR 0.15
 DP0623'MILE TO FORK (TAKE THE RIGHT FORK FOR 0.15 MILE TO A HEATER
 DP0623'TREATER AND AZIMUTH MARK ON LEFT), TAKE THE LEFT FORK FOR 0.2
 DP0623'MILE TO FORK, KEEP RIGHT FOR 0.2 MILE TO OIL WELL NUMBER 806
 DP0623'ON LEFT AND A POWER LINE POLE ON RIGHT AND END OF TRUCK
 DP0623'TRAVEL.  PACK SOUTHWEST FOR ABOUT 200 YARDS TO TOP OF MESA
 DP0623'AND STATION.
 DP0623'
 DP0623'STATION MARK, A STANDARD DISK STAMPED STOKER 1968, IS SET IN
 DP0623'A DRILL HOLE IN OUTCROP WHICH PROJECTS 1 INCH AND ON THE HIGHEST
 DP0623'POINT OF MESA.
 DP0623'
 DP0623'REFERENCE MARK 1, A STANDARD DISK STAMPED STOKER NO 1 1968, IS
 DP0623'SET IN A DRILL HOLE A 4 BY 10 FEET OUTCROP WHICH PROJECTS 6
 DP0623'INCHES AND ABOUT 2 FEET LOWER THAN THE STATION.
 DP0623'
 DP0623'REFERENCE MARK 2, A STANDARD DISK STAMPED STOKER NO 2 1968, IS
 DP0623'SET IN A DRILL HOLE IN OUTCROP WHICH IS FLUSH AND ABOUT 6 FEET
 DP0623'LOWER THAN THE STATION.  THE MARK IS 2 FEET NORTH OF THE SOUTH
 DP0623'EDGE OF MESA.
 DP0623'
 DP0623'AZIMUTH MARK, A STANDARD DISK STAMPED STOKER 1968, IS SET IN A
 DP0623'DRILL HOLE IN THE CONCRETE BASE OF A HEATER TREATER WHICH PROJECTS
 DP0623'2 INCHES.  THE MARK IS 53 FEET SOUTHEAST OF A POWER LINE POLE
 DP0623'AND 47 FEET SOUTHWEST OF CENTER OF TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1064 ***********************************************************************
 CU1064  DESIGNATION -  STOKES
 CU1064  PID         -  CU1064
 CU1064  STATE/COUNTY-  TX/BORDEN
 CU1064  USGS QUAD   -  GUNSIGHT DRAW NE (1970)
 CU1064
 CU1064                         *CURRENT SURVEY CONTROL
 CU1064  ___________________________________________________________________
 CU1064* NAD 83(1993)-  32 43 50.13231(N)    101 21 25.71784(W)     ADJUSTED  
 CU1064* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 CU1064  ___________________________________________________________________
 CU1064  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 CU1064  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CU1064
 CU1064  HORZ ORDER  -  SECOND
 CU1064
 CU1064.The horizontal coordinates were established by classical geodetic methods
 CU1064.and adjusted by the National Geodetic Survey in February 1996..
 CU1064
 CU1064.The orthometric height was scaled from a topographic map.
 CU1064
 CU1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1064
 CU1064.The geoid height was determined by GEOID03.
 CU1064
 CU1064;                    North         East     Units Scale Factor Converg.
 CU1064;SPC TXNC     - 2,121,619.934   332,245.149   MT  0.99988822   -1 33 29.8
 CU1064;SPC TXNC     - 6,960,681.40  1,090,040.96   sFT  0.99988822   -1 33 29.8
 CU1064;UTM  14      - 3,623,878.573   279,112.602   MT  1.00020167   -1 16 30.0
 CU1064
 CU1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1064!SPC TXNC     -   0.99988436  x   0.99988822  =   0.99977259
 CU1064!UTM  14      -   0.99988436  x   1.00020167  =   1.00008600
 CU1064
 CU1064|---------------------------------------------------------------------|
 CU1064| PID    Reference Object                     Distance      Geod. Az  |
 CU1064|                                                           dddmmss.s |
 CU1064| CI0559 STOKES RM 2                          14.471 METERS 07526     |
 CU1064| CU1074 GAIL FAA MICROWAVE                  APPROX. 7.0 KM 2901553.6 |
 CU1064| CI0557 STOKES AZ MK                                       3425330.4 |
 CU1064| CI0558 STOKES RM 1                          15.102 METERS 34659     |
 CU1064|---------------------------------------------------------------------|
 CU1064
 CU1064                          SUPERSEDED SURVEY CONTROL
 CU1064
 CU1064  NAD 83(1986)-  32 43 50.13852(N)    101 21 25.70905(W) AD(       ) 2
 CU1064  NAD 27      -  32 43 49.75442(N)    101 21 24.23876(W) AD(       ) 2
 CU1064
 CU1064.Superseded values are not recommended for survey control.
 CU1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1064.See file dsdata.txt to determine how the superseded data were derived.
 CU1064
 CU1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7911323879(NAD 83)
 CU1064_MARKER: DS = TRIANGULATION STATION DISK
 CU1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1064
 CU1064  HISTORY     - Date     Condition        Report By
 CU1064  HISTORY     - 1968     MONUMENTED       CGS
 CU1064
 CU1064                          STATION DESCRIPTION
 CU1064
 CU1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1064'STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF GAIL, 3 MILES
 CU1064'SOUTH OF U.S. HIGHWAY 180, 2-3/4 MILES EAST NORTHEAST OF
 CU1064'MUCHAKOOAGO PEAK, ON THE FIRST RIDGE NORTH OF A MAN MADE LAKE, ON
 CU1064'THE PROPERTY OWNED BY MR. STOKES.
 CU1064'
 CU1064'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD 669
 CU1064'IN GAIL, GO EASTERLY ON U.S. HIGHWAY FOR 3.3 MILES TO A SIDE ROAD
 CU1064'RIGHT, TURN RIGHT AND GO SOUTHERLY ON A BLADED ROAD FOR 0.3 MILE
 CU1064'TO MR. STOKES HOUSE ON THE RIGHT, CONTINUE SOUTH FOR 0.1 MILE TO A
 CU1064'SIDE ROAD LEFT AND A GRAIN BIN, TURN LEFT AN GO EASTERLY ON
 CU1064'MAIN TRACK ROAD FOR 0.15 MILE TO A FORK, TAKE THE LEFT FORK AND
 CU1064'CONTINUE EASTERLY FOR 1.0 MILE TO A LOCKED GATE, (KEY MAYBE
 CU1064'OBTAINED FROM MR. STOKES), PASS THROUGH GATE, TURN SHARP RIGHT
 CU1064'AND FOLLOW MAIN TRACK ROAD SOUTHERLY ALONG FENCE LINE FOR 1.7
 CU1064'MILES TO A WIRE GATE ON THE RIGHT, TURN RIGHT AND PASS
 CU1064'THROUGH GATE AND GO WEST AND SOUTHERLY ON THE MAIN TRACK ROAD
 CU1064'FOR 0.85 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHERLY
 CU1064'ON MAIN TRACK ROAD FOR 0.15 MILE TO A WIRE GATE, PASS THROUGH
 CU1064'WIRE GATE AND CONTINUE ON MAIN TRACK ROAD FOR ABOUT 50 YARDS
 CU1064'TO A FORK, KEEP LEFT FORK ALONG TRACK ROAD FOR 50 YARDS TO A CROSS
 CU1064'ROAD, TURN LEFT AND GO EASTERLY ON MAIN TRACK ROAD FOR 0.2 MILE
 CU1064'TO A REVERSE FORK, CONTINUE EASTERLY ON TRACK ROAD FOR 0.2
 CU1064'MILE TO A REVERSE FORK, CONTINUE EASTERLY ON TRACK ROAD FOR
 CU1064'0.05 MILE, HERE TURN SHARP RIGHT AND GO SOUTHWEST ACROSS
 CU1064'COUNTRY FOR 0.1 MILE TO THE HIGHEST POINT IN THE IMMEDIATE
 CU1064'VICINTY AND THE STATION.
 CU1064'
 CU1064'STATION MARK, A STANDARD DISK, STAMPED STOKES 1968, SET IN THE
 CU1064'TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES
 CU1064'ABOVE THE GROUND, ON THE HIGHEST PART OF HILL, 55 FEET NORTH OF
 CU1064'THE SOUTH EDGE OF HILL, 37 FEET EAST OF THE WEST EDGE OF HILL,
 CU1064'11.9 EAST OF A 4X4 WOODEN WITNESS POST.
 CU1064'
 CU1064'REFERENCE MARK 1, A STANDARD DISK, STAMPED STOKES NO 1 1968,
 CU1064'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS
 CU1064'6 INCHES ABOVE THE GROUND, 53 FEET NORTH OF A WOODEN WITNESS POST.
 CU1064'
 CU1064'REFERENCE MARK 2, A STANDARD DISK, STAMPED STOKES NO 2 1968, SET
 CU1064'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS
 CU1064'10 INCHES ABOVE THE GROUND, 59.3 FEET EAST OF A WOODEN WITNESS
 CU1064'POST.
 CU1064'
 CU1064'AZIMUTH MARK, A STANDARD DISK, STAMPED STOKES 1968, CEMENTED IN
 CU1064'A DRILL HOLE IN OUTCROPPING BEDROCK ON THE SOUTH SLOPE OF A HILL,
 CU1064'ABOUT 200 FEET EAST OF A TRACK ROAD, 57 FEET SOUTH OF THE TOP OF
 CU1064'A HILL, 3.7 FEET WEST OF A WOODEN 4X4 WITNESS POST.
 CU1064'
 CU1064'DISTANCE BETWEEN REFERENCE MARKS, 67.70 FEET, 20.635 METERS.
 CU1064'
 CU1064'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1584 ***********************************************************************
 AE1584  DESIGNATION -  STONE
 AE1584  PID         -  AE1584
 AE1584  STATE/COUNTY-  TX/HIDALGO
 AE1584  USGS QUAD   -  MC COOK (1963)
 AE1584
 AE1584                         *CURRENT SURVEY CONTROL
 AE1584  ___________________________________________________________________
 AE1584* NAD 83(1993)-  26 27 34.09082(N)    098 23 42.47425(W)     ADJUSTED  
 AE1584* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 AE1584  ___________________________________________________________________
 AE1584  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AE1584  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AE1584
 AE1584  HORZ ORDER  -  FIRST
 AE1584
 AE1584.The horizontal coordinates were established by classical geodetic methods
 AE1584.and adjusted by the National Geodetic Survey in February 1996..
 AE1584
 AE1584.The orthometric height was scaled from a topographic map.
 AE1584
 AE1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1584
 AE1584.The geoid height was determined by GEOID03.
 AE1584
 AE1584;                    North         East     Units Scale Factor Converg.
 AE1584;SPC TX S     - 5,087,841.299   310,457.354   MT  0.99993915   +0 02 51.4
 AE1584;SPC TX S     -16,692,359.33  1,018,558.84   sFT  0.99993915   +0 02 51.4
 AE1584;UTM  14      - 2,926,710.639   560,297.063   MT  0.99964489   +0 16 10.3
 AE1584
 AE1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1584!SPC TX S     -   0.99998794  x   0.99993915  =   0.99992709
 AE1584!UTM  14      -   0.99998794  x   0.99964489  =   0.99963283
 AE1584
 AE1584:                Primary Azimuth Mark                     Grid Az
 AE1584:SPC TX S     -  MC COOK DALLAS LAND BANK TANK            003 35 01.8
 AE1584:UTM  14      -  MC COOK DALLAS LAND BANK TANK            003 21 42.9
 AE1584
 AE1584|---------------------------------------------------------------------|
 AE1584| PID    Reference Object                     Distance      Geod. Az  |
 AE1584|                                                           dddmmss.s |
 AE1584| AE1583 MC COOK DALLAS LAND BANK TANK       APPROX. 2.9 KM 0033753.2 |
 AE1584| AE1585 MC COOK WATER TANK                  APPROX. 3.3 KM 0090807.2 |
 AE1584| AE1573 EAST RESET                          APPROX.13.4 KM 0845055.7 |
 AE1584| CV3483 STONE AZ MK                                        1063647.8 |
 AE1584| CV3484 STONE RM 3                           24.295 METERS 17004     |
 AE1584| AE0557 STONE RM 1                           21.498 METERS 22326     |
 AE1584| AE1587 TEXAS GS BM NEAR STONE 1935          14.304 METERS 29521     |
 AE1584| CV3485 STONE RM 4                           19.980 METERS 31252     |
 AE1584| AE0558 STONE RM 2                           20.367 METERS 32806     |
 AE1584|---------------------------------------------------------------------|
 AE1584
 AE1584                          SUPERSEDED SURVEY CONTROL
 AE1584
 AE1584  NAD 83(1986)-  26 27 34.09556(N)    098 23 42.44019(W) AD(       ) 1
 AE1584  NAD 27      -  26 27 32.85700(N)    098 23 41.37900(W) AD(       ) 1
 AE1584
 AE1584.Superseded values are not recommended for survey control.
 AE1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1584.See file dsdata.txt to determine how the superseded data were derived.
 AE1584
 AE1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6029726711(NAD 83)
 AE1584_MARKER: DS = TRIANGULATION STATION DISK
 AE1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1584_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1584+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 AE1584
 AE1584  HISTORY     - Date     Condition        Report By
 AE1584  HISTORY     - 1935     MONUMENTED       CGS
 AE1584  HISTORY     - 1937     MARK NOT FOUND   TXHD
 AE1584  HISTORY     - 1942     GOOD             CGS
 AE1584  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AE1584  HISTORY     - 1949     MARK NOT FOUND   TXHD
 AE1584  HISTORY     - 1955     GOOD             SUNOCO
 AE1584  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AE1584  HISTORY     - 20010626 GOOD             LOCSUR
 AE1584
 AE1584                          STATION DESCRIPTION
 AE1584
 AE1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1584'STATION IS LOCATED 7 MILES A LITTLE N OF E OF MONTE CHRISTO, 1-3/4
 AE1584'MILES S OF MC COOKS STORE, AND 5-1/2 MILES E OF THE STARR-HIDALGO
 AE1584'COUNTY LINE.  MARK IS SET 8 INCHES BELOW SURFACE.
 AE1584'
 AE1584'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE1584'BRONZE DISKS SET IN CONCRETE.
 AE1584'
 AE1584'REFERENCE MARK NO. 1 IS SE OF STATION.
 AE1584'
 AE1584'REFERENCE MARK NO. 2 IS NE OF STATION.
 AE1584'
 AE1584'AZIMUTH MARK IS DISTANT 0.5 MILE.  AZIMUTH MARK IS REACHED
 AE1584'BY FOLLOWING ROAD S FROM STATION 0.1 MILE TO A T-ROAD, TURN
 AE1584'LEFT AND GO 0.5 MILE AND MARK IS SET ON LEFT SIDE OF ROAD
 AE1584'IN FRONT OF HOUSE.
 AE1584'
 AE1584'A TIE WAS MADE TO A STATE SURVEY BENCH MARK.  BENCH MARK
 AE1584'IS 46.93 FEET NNE OF STATION MARK AND 1.78 FEET HIGHER THAN
 AE1584'STATION MARK.
 AE1584'
 AE1584'TO REACH STATION FROM MONTE CHRISTO, GO W ON GRAVEL ROAD 4.8
 AE1584'MILES AND TURN LEFT (W) WHERE MAIN ROAD STRAIGHT AHEAD PASSES
 AE1584'THROUGH AUTO GATE.  GO 2.2 MILES AND TURN RIGHT (N) ON T-ROAD
 AE1584'AT A STATE SURVEY BENCH MARK ON S SIDE OF ROAD.  GO 1.65
 AE1584'MILES TO TOP OF GRADE AND STATION.  MARK IS SET 15 FEET E OF
 AE1584'CENTER LINE OF ROAD.
 AE1584'
 AE1584'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AE1584
 AE1584                          STATION RECOVERY (1937)
 AE1584
 AE1584'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AE1584'STATION MARK NOT RECOVERED.  IT IS IN A CULTIVATED FIELD
 AE1584'AND BEING SET 8 INCHES BELOW THE SURFACE, IT IS UNDOUBTEDLY IN
 AE1584'GOOD CONDITION.  NO EFFORT WAS MADE TO FIND THE AZIMUTH MARK.
 AE1584'BOTH REFERENCE MARKS AS WELL AS THE STATE SURVEY BENCH MARK
 AE1584'MENTIONED IN THE DESCRIPTION OF 1935 WERE RECOVERED IN GOOD
 AE1584'CONDITION.  THE DESCRIPTION IS GOOD.
 AE1584
 AE1584                          STATION RECOVERY (1942)
 AE1584
 AE1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AE1584'DUE TO THE LACK OF DESCRIPTION OF TRIANGULATION STATION STONE
 AE1584'AT THE TIME LEVEL PARTIES LEVELED THIS AREA THE STATION
 AE1584'WAS NOT RECOVERED.  REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 AE1584'AND FOUND TO BE IN GOOD CONDITION.
 AE1584'
 AE1584'REFERENCE MARK NO. 1 IS ABOUT 1.7 MILES SOUTHERLY
 AE1584'FROM SCHOOLHOUSE AT MC COOK, ALONG COUNTY ROAD, ABOUT 130.0
 AE1584'FEET (PACED) E OF THE NE CORNER OF A FARMHOUSE, 23.0 FEET W
 AE1584'OF AND ABOUT 1.0 FOOT ABOVE THE CENTER LINE OF THE ROAD.
 AE1584'REFERENCE MARK IS STAMPED STONE NO. 1 1935.  THE MONUMENT
 AE1584'PROJECTS ABOUT 0.5 FOOT.
 AE1584'
 AE1584'REFERENCE MARK NO. 2 IS ABOUT 1.7 MILES SOUTHERLY
 AE1584'FROM SCHOOLHOUSE AT MC COOK, ALONG COUNTY ROAD, ABOUT 138.0
 AE1584'FEET (PACED) NE OF THE NE CORNER OF A FARMHOUSE, 27.0 FEET W
 AE1584'OF AND ABOUT 1.0 FOOT ABOVE THE CENTER LINE OF THE ROAD.
 AE1584'REFERENCE MARK IS STAMPED STONE NO. 2 1935.  THE MONUMENT
 AE1584'PROJECTS ABOUT 0.5 FOOT.
 AE1584
 AE1584                          STATION RECOVERY (1947)
 AE1584
 AE1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AE1584'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 AE1584'IN GOOD CONDITION EXCEPT THE STATION SURFACE MARK WHICH HAD
 AE1584'BEEN DESTROYED.  THE UNDERGROUND MARK WAS FOUND IN GOOD
 AE1584'CONDITION AND A NEW STATION SURFACE MARK WAS SET.  THE STATION
 AE1584'WAS NOT OCCUPIED BY THIS PARTY.  A COMPLETE NEW DESCRIPTION
 AE1584'FOLLOWS.
 AE1584'
 AE1584'STATION IS LOCATED ABOUT 17 MILES WEST NORTHWEST OF EDINBURG AND
 AE1584'1.7 MILE SOUTH OF MC COOKS STORE.  IT IS 38 FEET WEST OF A
 AE1584'TELEPHONE POLE, 15 FEET EAST OF THE CENTERLINE OF A DIRT ROAD,
 AE1584'5 FEET WEST OF A FENCELINE AND 3 FEET WEST OF A WHITE WITNESS
 AE1584'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED STONE 1935 1947.
 AE1584'
 AE1584'REFERENCE MARK NO. 1 IS 66.83 FEET (20.367 METERS) SOUTHWEST
 AE1584'(PREVIOUS DESCRIPTION LISTED DIRECTION AS SOUTHEAST) OF
 AE1584'STATION.  IT IS 35 FEET WEST OF THE CENTERLINE OF A DIRT ROAD AND
 AE1584'38 FEET NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT
 AE1584'4 INCHES AND THE DISK IS STAMPED STONE NO 1 1935.
 AE1584'
 AE1584'REFERENCE MARK NO. 2 IS 70.54 FEET (21.498 METERS) NORTHWEST
 AE1584'(PREVIOUS DESCRIPTION LISTED DIRECTION AS NORTHEAST) OF
 AE1584'STATION.  IT IS 25 FEET WEST OF THE CENTERLINE OF A DIRT ROAD
 AE1584'AND 7 FEET NORTH OF A DRIVE-WAY.  THE MARK PROJECTS ABOUT 5
 AE1584'INCHES AND THE DISK IS STAMPED STONE NO 2 1935.
 AE1584'
 AE1584'AZIMUITH MARK IS APPROXIMATELY 0.6 MILE EAST OF STATION.  IT
 AE1584'IS 38 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE.  THE
 AE1584'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED STONE AZI
 AE1584'1935.
 AE1584'
 AE1584'TO REACH STATION FROM THE COURTHOUSE IN EDINBURG GO WEST ON
 AE1584'STATE HIGHWAY 107 FOR 8.6 MILE TO RAILROAD CROSSING AND
 AE1584'JUNCTION WITH FARM HIGHWAY 681, CONTINUE STRAIGHT AHEAD FOR 6.6
 AE1584'MILE TO PAVEMENT ENDS, CONTINUE ON DIRT ROAD FOR 1.3 MILE TO A
 AE1584'CROSSROAD, TURN LEFT AND GO 2.35 MILE TO A T-ROAD RIGHT, TURN
 AE1584'RIGHT AND GO 0.25 MILE TO T-ROAD LEFT, TURN LEFT AND GO 2.1 MILE
 AE1584'TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.75 MILE TO HOUSE ON
 AE1584'LEFT AND STATION ON RIGHT AS DESCRIBED.
 AE1584'
 AE1584'TO REACH AZIMUTH MARK FROM THE STATION GO SOUTH ON DIRT ROAD
 AE1584'FOR 0.2 MILE TO T-ROAD LEFT AND CHURCH ON LEFT, TURN LEFT AND
 AE1584'GO EAST FOR 0.4 MILE TO HOUSE ON LEFT AND AZIMUITH MARK ON
 AE1584'LEFT AS DESCRIBED.
 AE1584
 AE1584                          STATION RECOVERY (1949)
 AE1584
 AE1584'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1584'STATION EVIDENTLY DESTROYED.  RMS. LOCATED AS DESCRIBED EXCEPT
 AE1584'RM 1 IS NW OF STATION AND RM 2 IS SW OF STATION.  BOTH RMS
 AE1584'ARE 28 FT W OF CENTERLINE OF ROAD, WHICH BEARS N 02 DEG W (MAG.)
 AE1584
 AE1584                          STATION RECOVERY (1955)
 AE1584
 AE1584'RECOVERY NOTE BY SUN OIL COMPANY 1955 (WTR)
 AE1584'ONLY A PART OF THE UNDERGROUND STATION IS IN.  SURFACE STATION
 AE1584'AND REFERENCE MARKERS ALL UPROOTED IN BUILDING FARM ROAD 2058,
 AE1584'AND LYING ON THE GROUND.  THE AZIMUTH MARK IS IN GOOD SHAPE.
 AE1584'USING THE UNDERGROUND CIRCULAR BLOCK OF CONCRETE, SIGHTING ON
 AE1584'THE AZIMUTH MARK S 73 DEG 26 MIN, WE TURN THE FOLLOWING
 AE1584'BEARINGS--
 AE1584'
 AE1584'N 3 DEG 34 MIN E TO WHITE WATER TANK.
 AE1584'
 AE1584'N 8 DEG 15 MIN E TO OLD RED WINDMILL (JUST WEST OF MC COOK STORE)
 AE1584'
 AE1584'S 41 DEG 15 MIN E TO MOORE FIELD WATER TANK.
 AE1584'
 AE1584'TO HELP FIND THE REMAINS OF THE UNDERGROUND MARK, WE TOOK THE
 AE1584'FOLLOWING MEASUREMENTS--SW 43.4 FT TO MR. COWEYS MAIL BOX, NW
 AE1584'58.7 FT TO AN R.E.A. TRANSFORMER POLE, AND SET A 3/8 IN X 10 IN
 AE1584'NAIL FLUSH IN THE CENTERLINE OF PAVEMENT IN LINE FROM THE
 AE1584'AZIMUTH MARKER AND STONE N 73 DEG 26 MIN W 22.3 FT.
 AE1584
 AE1584                          STATION RECOVERY (1961)
 AE1584
 AE1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1584'THE SUB-SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED.
 AE1584'THE SURFACE DISK AND REFERENCE MARKS NO. 1 AND 2 WERE FOUND
 AE1584'TO HAVE BEEN DESTROYED.  THE AZIMUTH MARK APPEARS TO HAVE
 AE1584'BEEN STRUCK BY ROAD MACHINERY AND IS TILTED SLIGHTLY TO THE
 AE1584'SOUTHEAST BUT APPEARS TO BE SOLID.  THE DIRECTION TO THE AZIMUTH
 AE1584'MARK MISSED THE 1935 OBSERVATION BY 06.7 SECONDS.  A NEW SURFACE
 AE1584'MARK, REFERENCE MARKS NO. 3 AND NO. 4 WERE SET.
 AE1584'
 AE1584'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AE1584'
 AE1584'THE STATION IS APPROXIMATELY 18-1/2 MILES SOUTHWEST OF LINN,
 AE1584'18 MILES NORTHWEST OF EDINBURG, 1.65 MILES SOUTH OF MC COOK,
 AE1584'ALONG THE EAST SIDE OF FARM ROAD 2058, ON ROAD RIGHT-OF-WAY.
 AE1584'
 AE1584'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 490, 681
 AE1584'AND 2058 IN MC COOK, GO SOUTH ON 2058 FOR 1.65 MILES TO THE
 AE1584'DRIVEWAY ENTRANCE TO THE HOME OF MR. COWEY ON THE RIGHT
 AE1584'AND THE STATION ON THE LEFT.
 AE1584'
 AE1584'STATION MARK IS A STANDARD DISK STAMPED STONE 1935 1961.  THE
 AE1584'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 3 INCHES BELOW
 AE1584'THE SURFACE OF THE GROUND.  IT IS 81 FEET NORTHWEST OF A
 AE1584'TELEPHONE POLE, 59 FEET EAST OF A POWER POLE WITH A TRANSFORMER,
 AE1584'26 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD AND 17
 AE1584'FEET EAST OF THE CENTER OF FARM ROAD 2058.  THE UNDERGROUND
 AE1584'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 AE1584'THE SURFACE OF THE GROUND.  IT IS STAMPED STONE 1935.
 AE1584'
 AE1584'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED STONE NO 3 1935
 AE1584'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1584'IT IS 41 FEET EAST OF THE CENTER OF 2058 AND 2 FEET NORTH OF
 AE1584'A TELEPHONE POLE.
 AE1584'
 AE1584'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED STONE NO 4 1935
 AE1584'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1584'IT IS 39 FEET WEST OF THE CENTER OF 2058, 27 FEET NORTH OF
 AE1584'THE CENTER OF THE DRIVEWAY AND 15 FEET NORTH OF THE POWER
 AE1584'POLE.
 AE1584'
 AE1584'AZIMUTH MARK IS A STANDARD DISK STAMPED STONE AZI 1935, SET IN A
 AE1584'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 60 FEET
 AE1584'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE,
 AE1584'37 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 23 FEET
 AE1584'NORTH OF THE CENTER OF A SAND ROAD AND 1.6 FEET NORTH OF A METAL
 AE1584'WITNESS POST.
 AE1584'
 AE1584'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM
 AE1584'ROAD 2058 FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST
 AE1584'ON A SAND ROAD FOR 0.55 MILE TO A HOUSE ON THE LEFT AND THE
 AE1584'AZIMUTH MARK.
 AE1584'
 AE1584'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1584
 AE1584                          STATION RECOVERY (2001)
 AE1584
 AE1584'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SR)
 AE1584'GUZMAN AND MUNOZ
 AE1584'STATION IS APPROXIMATELY 2 FEET EAST OF EAST PAVEMENT EDGE OF FM 2058.
 AE1584'THE REMNANTS OF A REFERENCE MARK ARE LAYING UNDER A BUSH ON THE WEST
 AE1584'SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0652 ***********************************************************************
 BN0652  DESIGNATION -  STONE
 BN0652  PID         -  BN0652
 BN0652  STATE/COUNTY-  TX/GILLESPIE
 BN0652  USGS QUAD   -  STONEWALL (1961)
 BN0652
 BN0652                         *CURRENT SURVEY CONTROL
 BN0652  ___________________________________________________________________
 BN0652* NAD 83(1993)-  30 14 07.18900(N)    098 39 14.34731(W)     ADJUSTED  
 BN0652* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 BN0652  ___________________________________________________________________
 BN0652  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 BN0652  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BN0652
 BN0652  HORZ ORDER  -  SECOND
 BN0652
 BN0652.The horizontal coordinates were established by classical geodetic methods
 BN0652.and adjusted by the National Geodetic Survey in February 1996..
 BN0652
 BN0652.The orthometric height was scaled from a topographic map.
 BN0652
 BN0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0652
 BN0652.The geoid height was determined by GEOID03.
 BN0652
 BN0652;                    North         East     Units Scale Factor Converg.
 BN0652;SPC TX C     - 3,064,260.700   861,639.449   MT  0.99997044   +0 51 53.9
 BN0652;SPC TX C     -10,053,328.65  2,826,895.43   sFT  0.99997044   +0 51 53.9
 BN0652;SPC TXSC     - 4,266,264.578   633,306.114   MT  0.99998649   +0 10 10.3
 BN0652;SPC TXSC     -13,996,903.04  2,077,771.81   sFT  0.99998649   +0 10 10.3
 BN0652;UTM  14      - 3,344,912.944   533,293.391   MT  0.99961367   +0 10 27.3
 BN0652
 BN0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0652!SPC TX C     -   0.99993369  x   0.99997044  =   0.99990413
 BN0652!SPC TXSC     -   0.99993369  x   0.99998649  =   0.99992018
 BN0652!UTM  14      -   0.99993369  x   0.99961367  =   0.99954739
 BN0652
 BN0652:                Primary Azimuth Mark                     Grid Az
 BN0652:SPC TX C     -  STONE AZ MK                              088 16 10.3
 BN0652:SPC TXSC     -  STONE AZ MK                              088 57 53.9
 BN0652:UTM  14      -  STONE AZ MK                              088 57 36.9
 BN0652
 BN0652|---------------------------------------------------------------------|
 BN0652| PID    Reference Object                     Distance      Geod. Az  |
 BN0652|                                                           dddmmss.s |
 BN0652| CV6422 STONE AZ MK                                        0890804.2 |
 BN0652| CV6423 STONE RM 1                            9.597 METERS 09644     |
 BN0652| CV6424 STONE RM 2                           10.796 METERS 26759     |
 BN0652|---------------------------------------------------------------------|
 BN0652
 BN0652                          SUPERSEDED SURVEY CONTROL
 BN0652
 BN0652  NAD 83(1986)-  30 14 07.19868(N)    098 39 14.33239(W) AD(       ) 2
 BN0652  NAD 27      -  30 14 06.46500(N)    098 39 13.21360(W) AD(       ) 2
 BN0652
 BN0652.Superseded values are not recommended for survey control.
 BN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0652.See file dsdata.txt to determine how the superseded data were derived.
 BN0652
 BN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3329344913(NAD 83)
 BN0652_MARKER: DS = TRIANGULATION STATION DISK
 BN0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0652
 BN0652  HISTORY     - Date     Condition        Report By
 BN0652  HISTORY     - 1956     MONUMENTED       CGS
 BN0652  HISTORY     - 1964     GOOD             CGS
 BN0652  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0652  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0652
 BN0652                          STATION DESCRIPTION
 BN0652
 BN0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0652'THE STATION IS LOCATED ABOUT 0.7 MILE SOUTHWEST OF THE VILLAGE
 BN0652'OF STONEWALL, 58 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 BN0652'290, 56 FEET WEST OF A TRANSFORMER POLE, 5 FEET WEST OF
 BN0652'A WHITE 4 IN X 4 IN WITNESS POST, 2.5 FEET NORTH OF A WIRE
 BN0652'FENCE AND ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
 BN0652'
 BN0652'TO REACH FROM THE POST OFFICE AT STONEWALL.  GO SOUTH, ON
 BN0652'A GRADED ROAD, FOR 0.15 MILE.  TURN LEFT, ONTO U.S. HIGHWAY
 BN0652'290, AND GO EAST FOR 0.6 MILE TO THE STATION, ON THE BANK,
 BN0652'TO THE RIGHT HAND SIDE OF THE ROAD.  (FROM THIS POINT, CONTINUE
 BN0652'EASTERLY, ON U.S. HIGHWAY 290, FOR 0.35 MILE TO THE AZIMUTH
 BN0652'MARK ON THE LEFT HAND SIDE OF THE ROAD).
 BN0652'
 BN0652'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0652'STONE 1956.
 BN0652'
 BN0652'REFERENCE MARK 1 IS 60 FEET SOUTH OF THE CENTERLINE OF U.S.
 BN0652'HIGHWAY 290, 25 FEET WEST OF A TRANSFORMER POLE AND 1 FOOT
 BN0652'NORTH OF A WIRE FENCE.  IT PROJECTS 4 INCHES AND THE DISK
 BN0652'IS STAMPED STONE NO 1 1956.
 BN0652'
 BN0652'REFERENCE MARK 2 IS 60 FEET SOUTH OF THE CENTERLINE OF U.S.
 BN0652'HIGHWAY 290 AND 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS
 BN0652'4 INCHES AND IS STAMPED STONE NO 2 1956.
 BN0652'
 BN0652'THE AZIMUTH MARK IS 65 FEET WEST OF THE CENTER OF A WIRE
 BN0652'GATE, 59 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 290,
 BN0652'2 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST AND
 BN0652'1 FOOT SOUTH OF A WIRE FENCE.  IT PROJECTS 1 INCH AND THE
 BN0652'DISK IS STAMPED STONE 1956.
 BN0652'
 BN0652'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0652
 BN0652                          STATION RECOVERY (1964)
 BN0652
 BN0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 BN0652'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND
 BN0652'2 WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 BN0652'THE ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE.
 BN0652
 BN0652                          STATION RECOVERY (1993)
 BN0652
 BN0652'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0652'MARK NOT FOUND.
 BN0652
 BN0652                          STATION RECOVERY (1996)
 BN0652
 BN0652'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2179 ***********************************************************************
 BL2179  DESIGNATION -  STONE
 BL2179  PID         -  BL2179
 BL2179  STATE/COUNTY-  TX/TRINITY
 BL2179  USGS QUAD   -  TRINITY EAST (1972)
 BL2179
 BL2179                         *CURRENT SURVEY CONTROL
 BL2179  ___________________________________________________________________
 BL2179* NAD 83(1993)-  30 55 07.51207(N)    095 17 37.51719(W)     ADJUSTED  
 BL2179* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BL2179  ___________________________________________________________________
 BL2179  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BL2179  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL2179
 BL2179  HORZ ORDER  -  SECOND
 BL2179
 BL2179.The horizontal coordinates were established by classical geodetic methods
 BL2179.and adjusted by the National Geodetic Survey in February 1996..
 BL2179
 BL2179.The orthometric height was scaled from a topographic map.
 BL2179
 BL2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2179
 BL2179.The geoid height was determined by GEOID03.
 BL2179
 BL2179;                    North         East     Units Scale Factor Converg.
 BL2179;SPC TX C     - 3,149,708.262 1,181,487.608   MT  0.99988278   +2 35 44.4
 BL2179;SPC TX C     -10,333,667.86  3,876,263.93   sFT  0.99988278   +2 35 44.4
 BL2179;UTM  15      - 3,422,852.947   280,810.992   MT  1.00019267   -1 10 44.6
 BL2179
 BL2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2179!SPC TX C     -   0.99999297  x   0.99988278  =   0.99987576
 BL2179!UTM  15      -   0.99999297  x   1.00019267  =   1.00018564
 BL2179
 BL2179:                Primary Azimuth Mark                     Grid Az
 BL2179:SPC TX C     -  STONE AZ MK                              102 26 28.4
 BL2179:UTM  15      -  STONE AZ MK                              106 12 57.4
 BL2179
 BL2179|---------------------------------------------------------------------|
 BL2179| PID    Reference Object                     Distance      Geod. Az  |
 BL2179|                                                           dddmmss.s |
 BL2179| CV8430 STONE AZ MK                                        1050212.8 |
 BL2179| CV8432 STONE RM 2                           30.340 METERS 18153     |
 BL2179| CV8431 STONE RM 1                           25.272 METERS 25754     |
 BL2179| BL2180 TRINITY MUN TANK W OF TWO           APPROX. 8.2 KM 2902453.8 |
 BL2179| BL2181 TRINITY MUN TANK E OF TWO           APPROX. 8.2 KM 2902651.8 |
 BL2179|---------------------------------------------------------------------|
 BL2179
 BL2179                          SUPERSEDED SURVEY CONTROL
 BL2179
 BL2179  NAD 83(1986)-  30 55 07.52296(N)    095 17 37.50269(W) AD(       ) 2
 BL2179  NAD 27      -  30 55 06.85000(N)    095 17 36.71900(W) AD(       ) 2
 BL2179
 BL2179.Superseded values are not recommended for survey control.
 BL2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2179.See file dsdata.txt to determine how the superseded data were derived.
 BL2179
 BL2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8081122853(NAD 83)
 BL2179_MARKER: DS = TRIANGULATION STATION DISK
 BL2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2179
 BL2179  HISTORY     - Date     Condition        Report By
 BL2179  HISTORY     - 1942     MONUMENTED       CGS
 BL2179  HISTORY     - 1944     GOOD             BGCO
 BL2179  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL2179
 BL2179                          STATION DESCRIPTION
 BL2179
 BL2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2179'STATION IS ABOUT 4.5 MILES E BY S OF TRINITY, 0.1 MILE N OF THE
 BL2179'TRINITY-CARLISLE ROAD AND IN A CLEARING ON THE E SIDE OF A
 BL2179'TIMBERED HILL.  IT IS ABOUT 100 YARDS N BY W OF A FARMHOUSE
 BL2179'AND 5.5 FEET W BY S OF A WHITE REFERENCE POST.  IT IS STAMPED
 BL2179'STONE 1942 AND PROJECTS 6 INCHES.
 BL2179'
 BL2179'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2179'BRONZE DISKS SET IN CONCRETE.
 BL2179'
 BL2179'REFERENCE MARK NO. 1 IS W OF THE STATION, ABOUT 1 FOOT LOWER.
 BL2179'IT IS STAMPED STONE NO. 1 1942 AND PROJECTS 6 INCHES.
 BL2179'
 BL2179'REFERENCE MARK NO. 2 IS S OF THE STATION, ABOUT 1 FOOT LOWER,
 BL2179'AND ABOUT 75 YARDS NNW OF THE FARMHOUSE.  IT IS STAMPED STONE
 BL2179'NO. 2 1942 AND PROJECTS 6 INCHES.
 BL2179'
 BL2179'THE AZIMUTH MARK IS ABOUT 0.3 MILE ESE OF THE STATION, 30
 BL2179'YARDS NE OF A FARMHOUSE, 30 FEET S OF THE CENTER LINE OF THE
 BL2179'TRINITY-CARLISLE ROAD, 12 FEET N OF A WIRE FENCE AND 5 FEET
 BL2179'NE OF A WHITE REFERENCE POST.  IT IS STAMPED STONE 1942 AND
 BL2179'PROJECTS 6 INCHES.
 BL2179'
 BL2179'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 94 AT
 BL2179'TRINITY GO E ON STATE HIGHWAY 94 FOR 0.3 MILE AND TURN RIGHT
 BL2179'(S) OFF THE HIGHWAY, GO 0.25 MILE AND TURN LEFT, (E) GO
 BL2179'2.5 MILES, CROSS A RAILROAD TRACK AND KEEP STRAIGHT AHEAD,
 BL2179'GO 3.0 MILES AND TURN LEFT (N) OFF THE GRADED ROAD AT A POINT
 BL2179'JUST W OF AN OLD FARMHOUSE, GO 0.1 MILE TO THE STATION.
 BL2179'
 BL2179'A 77-FOOT SIGNAL AT CHITA, A 90-FOOT SIGNAL AT 1042-2 USE
 BL2179'AND A 100-FOOT SIGNAL AT ROBB ARE VISIBLE AT 77 FEET.
 BL2179
 BL2179                          STATION RECOVERY (1944)
 BL2179
 BL2179'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 BL2179'LETTER OF C.S. SHARP, SUPERVISOR, BROWN GEOPHYSICAL CO.
 BL2179'HOUSTON, TEXAS DATED JANUARY 18, 1944--
 BL2179'
 BL2179'RECOVERED.
 BL2179
 BL2179                          STATION RECOVERY (1996)
 BL2179
 BL2179'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0549 ***********************************************************************
 DP0549  DESIGNATION -  STONE
 DP0549  PID         -  DP0549
 DP0549  STATE/COUNTY-  TX/KENT
 DP0549  USGS QUAD   -  A B C CREEK (1969)
 DP0549
 DP0549                         *CURRENT SURVEY CONTROL
 DP0549  ___________________________________________________________________
 DP0549* NAD 83(1993)-  33 06 50.52392(N)    100 31 26.76697(W)     ADJUSTED  
 DP0549* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 DP0549  ___________________________________________________________________
 DP0549  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 DP0549  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DP0549
 DP0549  HORZ ORDER  -  FIRST
 DP0549
 DP0549.The horizontal coordinates were established by classical geodetic methods
 DP0549.and adjusted by the National Geodetic Survey in February 1996..
 DP0549
 DP0549.The orthometric height was scaled from a topographic map.
 DP0549
 DP0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0549
 DP0549.The geoid height was determined by GEOID03.
 DP0549
 DP0549;                    North         East     Units Scale Factor Converg.
 DP0549;SPC TXNC     - 2,162,317.986   411,120.515   MT  0.99987321   -1 06 14.2
 DP0549;SPC TXNC     - 7,094,204.93  1,348,817.89   sFT  0.99987321   -1 06 14.2
 DP0549;UTM  14      - 3,664,962.296   357,801.367   MT  0.99984931   -0 49 58.0
 DP0549
 DP0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0549!SPC TXNC     -   0.99990803  x   0.99987321  =   0.99978125
 DP0549!UTM  14      -   0.99990803  x   0.99984931  =   0.99975735
 DP0549
 DP0549|---------------------------------------------------------------------|
 DP0549| PID    Reference Object                     Distance      Geod. Az  |
 DP0549|                                                           dddmmss.s |
 DP0549| CX8736 STONE RM 1                           11.006 METERS 08553     |
 DP0549| CX8735 STONE AZ MK                                        2702059.8 |
 DP0549| CX8737 STONE RM 2                           10.907 METERS 34355     |
 DP0549|---------------------------------------------------------------------|
 DP0549
 DP0549                          SUPERSEDED SURVEY CONTROL
 DP0549
 DP0549  NAD 83(1993)-  33 06 50.52681(N)    100 31 26.76338(W) AD(       ) 1
 DP0549  NAD 83(1986)-  33 06 50.52924(N)    100 31 26.75923(W) AD(       ) 1
 DP0549  NAD 27      -  33 06 50.18089(N)    100 31 25.35369(W) AD(       ) 1
 DP0549
 DP0549.Superseded values are not recommended for survey control.
 DP0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0549.See file dsdata.txt to determine how the superseded data were derived.
 DP0549
 DP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5780164962(NAD 83)
 DP0549_MARKER: DS = TRIANGULATION STATION DISK
 DP0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0549_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0549
 DP0549  HISTORY     - Date     Condition        Report By
 DP0549  HISTORY     - 1968     MONUMENTED       CGS
 DP0549
 DP0549                          STATION DESCRIPTION
 DP0549
 DP0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0549'STATION IS LOCATED ABOUT 19 MILES NORTH-NORTHWEST OF ROTAN,
 DP0549'9-1/2 MILES SOUTH-SOUTHEAST OF JAYTON, 0.2 MILE WEST OF THE
 DP0549'KENT-STONEWALL COUNTY LINE, ON THE HIGHEST PART OF A BRUSH
 DP0549'COVERED HILL.
 DP0549'
 DP0549'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAYS 70 AND 92 IN ROTAN,
 DP0549'GO NORTH ON STATE HIGHWAY 70 FOR 6.55 MILE TO THE JUNCTION OF
 DP0549'FARM ROAD 610, CONTINUE NORTH ON STATE HIGHWAY 70 FOR 6.55 MILE
 DP0549'TO THE JUNCTION OF FARM ROAD 610, CONTINUE NORTH ON STATE HIGHWAY
 DP0549'70 FOR 7.5 MILE TO A SIDE ROAD LEFT AT A SIGN BANDY RANCH 2
 DP0549'MILES, CONTINUE NORTH ON STATE HIGHWAY 70 FOR 1.0 MILE TO A SIDE
 DP0549'ROAD RIGHT, TURN RIGHT EAST ON A GRAVELED ROAD FOR 2 MILES TO
 DP0549'WHERE ROAD TURNS NORTH, TURN LEFT NORTH ON MAIN ROAD FOR 2.25
 DP0549'MILES TO A PIPE BRIDGE, CONTINUE NORTH OM MAIN ROAD FOR 1.75
 DP0549'MILE TO A FORK JUST BEFORE DROPPING INTO A DRAINAGE,
 DP0549'(CONTINUE AHEAD NORTH ON A BLADED ROAD FOR 0.4 MILE TO THE
 DP0549'AZIMUTH MARK ON THE LEFT), TAKE THE RIGHT FORK AND GO EAST ON
 DP0549'MAIN ROAD FOR 0.55 MILE TO A WASHED OUT TRACK ROAD ON THE
 DP0549'LEFT, TURN LEFT AND GO NORTHERLY ON TRACK ROAD FOR 0.1 MILE TO
 DP0549'AN OLD BUILDING, PASS TO THE LEFT OF THE BUILDING AND
 DP0549'FOLLOW TRACK ROAD ALONG WEST SIDE OF A FIELD FOR 0.15 MILE TO
 DP0549'THE NORTHWEST CORNER OF THE FIELD, CONTINUE NORTHELY
 DP0549'WORKING WAY THROUGH BRUSH FOR 0.25 MILE TO THE HIGHEST POINT
 DP0549'AND STATION.
 DP0549'
 DP0549'STATION MARK, IS A STANDARD DSK, STAMPED STONE 1968, SET IN THE
 DP0549'TOP OF A 12 INCH ROUND CONCRETE MONUMENT , WHICH PROJECTS 3
 DP0549'INCHES ABOVE THE GROUND, 13 FEET WEST OF THE CENTER OF A TRACK
 DP0549'ROAD, 8.3 FEET EAST OF A 4X4 WOODEN WITNESS POST, ON THE HIGHEST
 DP0549'PART OF HILL.
 DP0549'
 DP0549'REFERENCE MARK 1, IS A STANDARD DISK, STAMPED STONE NO 1 1968,
 DP0549'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS
 DP0549'2 INCHES ABOVE THE GROUND, 44 FEET EAST OF A 4X4 WOODEN WITNESS
 DP0549'POST, 25 FEET EAST OF THE CENTER OF A TRACK ROAD.
 DP0549'
 DP0549'REFERENCE MARK 2, IS A STANDARD DISK, STAMPED STONE NO 2 1968,
 DP0549'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 DP0549'WHICH PROJECTS 5 INCHES ABOVE THE GROUND, 35.4 FEET NORTH OF A
 DP0549'4X4 WOODEN WITNESS POST.
 DP0549'
 DP0549'AZIMUTH MARK, IS A STNDARD DISK, STAMPED STONE 1968, SET IN THE
 DP0549'TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES
 DP0549'ABOVE THE GROUND, 29 FEET WEST OF THE CENTER OF A BLADED ROAD.
 DP0549'1.5 FEET NORTH OF A TELEPHONE POLE, SET ON THE WEST SIDE OF ROAD.
 DP0549'
 DP0549'HEIGHT OF LIGHT ABOVE STATION MARK 2.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1333 ***********************************************************************
 CR1333  DESIGNATION -  STONE RESET
 CR1333  PID         -  CR1333
 CR1333  STATE/COUNTY-  TX/VAN ZANDT
 CR1333  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR1333
 CR1333                         *CURRENT SURVEY CONTROL
 CR1333  ___________________________________________________________________
 CR1333* NAD 83(1993)-  32 32 59.93221(N)    095 59 00.85954(W)     ADJUSTED  
 CR1333* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 CR1333  ___________________________________________________________________
 CR1333  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CR1333  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CR1333
 CR1333  HORZ ORDER  -  SECOND
 CR1333
 CR1333.The horizontal coordinates were established by classical geodetic methods
 CR1333.and adjusted by the National Geodetic Survey in February 1996..
 CR1333
 CR1333.The orthometric height was scaled from a topographic map.
 CR1333
 CR1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1333
 CR1333.The geoid height was determined by GEOID03.
 CR1333
 CR1333;                    North         East     Units Scale Factor Converg.
 CR1333;SPC TXNC     - 2,100,781.653   836,311.146   MT  0.99991069   +1 22 20.8
 CR1333;SPC TXNC     - 6,892,314.47  2,743,797.48   sFT  0.99991069   +1 22 20.8
 CR1333;UTM  15      - 3,605,326.608   219,827.125   MT  1.00056807   -1 36 22.7
 CR1333;UTM  14      - 3,605,413.640   783,259.408   MT  1.00058952   +1 37 26.5
 CR1333
 CR1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1333!SPC TXNC     -   0.99997920  x   0.99991069  =   0.99988989
 CR1333!UTM  15      -   0.99997920  x   1.00056807  =   1.00054726
 CR1333!UTM  14      -   0.99997920  x   1.00058952  =   1.00056870
 CR1333
 CR1333:                Primary Azimuth Mark                     Grid Az
 CR1333:SPC TXNC     -  STONE AZ MK                              090 27 37.1
 CR1333:UTM  15      -  STONE AZ MK                              093 26 20.6
 CR1333:UTM  14      -  STONE AZ MK                              090 12 31.4
 CR1333
 CR1333|---------------------------------------------------------------------|
 CR1333| PID    Reference Object                     Distance      Geod. Az  |
 CR1333|                                                           dddmmss.s |
 CR1333| CY2355 STONE AZ MK                                        0914957.9 |
 CR1333| CY2357 STONE RM 2                           36.235 METERS 09240     |
 CR1333| CR0972 F 997                                              09426     |
 CR1333| CY2360 STONE RM 5                           12.997 METERS 10303     |
 CR1333| CY2361 STONE RM 6                            9.980 METERS 26400     |
 CR1333| CY2359 STONE RM 4                           19.272 METERS 26816     |
 CR1333| CR0971 E 997                                              27618     |
 CR1333| CY2356 STONE RM 1                           31.852 METERS 34809     |
 CR1333| CY2358 STONE RM 3                           35.800 METERS 34835     |
 CR1333|---------------------------------------------------------------------|
 CR1333
 CR1333                          SUPERSEDED SURVEY CONTROL
 CR1333
 CR1333  NAD 83(1986)-  32 32 59.93979(N)    095 59 00.84480(W) AD(       ) 2
 CR1333  NAD 27      -  32 32 59.45000(N)    095 58 59.95900(W) AD(       ) 2
 CR1333
 CR1333.Superseded values are not recommended for survey control.
 CR1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1333.See file dsdata.txt to determine how the superseded data were derived.
 CR1333
 CR1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS1982705327(NAD 83)
 CR1333_MARKER: DS = TRIANGULATION STATION DISK
 CR1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1333_SP_SET: CONCRETE POST
 CR1333_STAMPING: STONE 1949 1970
 CR1333_MARK LOGO: CGS   
 CR1333_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1333
 CR1333  HISTORY     - Date     Condition        Report By
 CR1333  HISTORY     - 1970     MONUMENTED       NGS
 CR1333  HISTORY     - 1971     GOOD             NGS
 CR1333  HISTORY     - 19950914 GOOD             USPSQD
 CR1333  HISTORY     - 19980623 GOOD             TXDOT
 CR1333
 CR1333                          STATION DESCRIPTION
 CR1333
 CR1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CR1333'THE STATION SURFACE MARK AND REFERENCE MARK NO. 3 WERE FOUND
 CR1333'TO BE DESTROYED.  THE UNDERGROUND STATION MARK, REFERENCE
 CR1333'MARK NO. 4 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CR1333'SUB-STATION MARK WAS LOWERED IN ITS ORIGINAL POSITION AND
 CR1333'A SURFACE STATION MARK SET DIRECTLY ABOVE THE SUB-MARK.  ONE
 CR1333'NEW REFERENCE MARK WAS SET.
 CR1333'
 CR1333'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 CR1333'7 MILES WEST OF CANTON, ALONG THE SOUTH RIGHT-OF-WAY OF
 CR1333'STATE HIGHWAY 243.
 CR1333'
 CR1333'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 198
 CR1333'AND 243 AT THE SOUTHWEST EDGE OF CANTON, GO WEST ON STATE
 CR1333'HIGHWAY 243 FOR 6.25 MILES TO AZIMUTH MARK ON THE RIGHT.
 CR1333'CONTINUE ON HIGHWAY 0.5 MILE TO TOP OF RIDGE AND STATION
 CR1333'ON THE LEFT.
 CR1333'
 CR1333'STATION MARKS ARE STANDARD DISKS, STAMPED STONE 1949 1970.
 CR1333'THE SURFACE DISK IS SET IN A ROUND CONCRETE POST 12 INCHES
 CR1333'IN DIAMETER AND IS 10 INCHES BELOW THE SURFACE OF GROUND.
 CR1333'IT IS ON THE SLOPE OF A CUT BANK, 54.5 FEET SOUTH OF THE
 CR1333'HIGHWAY CENTER LINE, 173 FEET EAST OF THE CENTER OF A DRIVEWAY
 CR1333'ON THE SOUTH SIDE OF ROAD, 20 FEET EAST OF THE EXTENDED
 CR1333'CENTER LINE OF A DRIVEWAY ON THE NORTH SIDE OF ROAD, 34
 CR1333'FEET EAST OF A CORNER FENCE POST, 7 FEET NORTH OF THE
 CR1333'RIGHT-OF-WAY FENCE LINE AND A METAL WITNESS POST.  THE UNDER
 CR1333'GROUND STATION MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CR1333'36 INCHES BELOW THE SURFACE MARK.
 CR1333'
 CR1333'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED STONE 1949
 CR1333'NO 4 1952 IS SET IN A ROUND CONCRETE POST 10 INCHES IN DIAMETER
 CR1333'AND PROJECTS 2 INCHES ABOVE GROUND.  IT IS 110 FEET EAST
 CR1333'OF THE CENTER OF DRIVE WAY ON SOUTH SIDE OF ROAD, 61 FEET
 CR1333'SOUTH OF THE HIGHWAY CENTER LINE, AND 34 FEET WEST OF THE
 CR1333'CORNER FENCE POST.
 CR1333'
 CR1333'REFERENCE MARK NO. 5, A STANDARD DISK, STAMPED STONE 1949
 CR1333'NO 5 1970 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 CR1333'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 61 FEET SOUTH OF
 CR1333'THE HIGHWAY CENTER LINE, 76 FEET EAST OF THE CORNER FENCE
 CR1333'POST, 40 FEET EAST OF THE METAL WITNESS POST AND 6 INCHES
 CR1333'NORTH OF THE RIGHT-OF-WAY FENCE.
 CR1333'
 CR1333'AZIMUTH MARK A STANDARD DISK, STAMPED STONE 1949, IS SET
 CR1333'IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 CR1333'IT IS 58 FEET NORTH OF THE HIGHWAY CENTER LINE, 150 FEET
 CR1333'WEST OF THE CENTER OF A DRIVEWAY, 185 FEET EAST-NORTHEAST
 CR1333'OF THE NORTHEAST CORNER OF A CULVERT UNDER THE HIGHWAY, 2
 CR1333'FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 1 FOOT SOUTH OF A
 CR1333'METAL WITNESS POST.
 CR1333'
 CR1333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 CR1333'MILES WEST OF CANTON.
 CR1333
 CR1333                          STATION RECOVERY (1971)
 CR1333
 CR1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CR1333'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CR1333'CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE
 CR1333'MARK NO. 5.  REFERENCE MARK NO. 4 WAS DESTROYED AFTER THE
 CR1333'DIRECTION AND DISTANCE WAS VERIFIED BY REQUEST OF THE PROPERTY
 CR1333'OWNER MR. MOOSBERG.  REFERENCE MARK NO. 6 WAS ESTABLISHED
 CR1333'AT THIS TIME.
 CR1333'
 CR1333'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 CR1333'
 CR1333'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF WILLIS POINT,
 CR1333'7 MILES WEST OF CANTON AND ALONG SOUTH RIGHT-OF-WAY OF STATE
 CR1333'HIGHWAY 243.
 CR1333'
 CR1333'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CR1333'198 AND 243, WHICH IS LOCATED AT THE SOUTHWEST EDGE OF CANTON,
 CR1333'GO WEST ON STATE HIGHWAY 243 FOR 6.25 MILES TO A DRIVE-WAY
 CR1333'ON THE RIGHT AND AZIMUTH ON THE RIGHT AND WEST OF THE DRIVE-WAY.
 CR1333'CONTINUE WEST ON STATE HIGHWAY 243 FOR 0.5 MILE TO TOP OF
 CR1333'A LOW RIDGE AND STATION ON THE LEFT, JUST BEFORE REACHING
 CR1333'DRIVE-WAY ON THE LEFT LEADING TO A LARGE BRICK HOME.
 CR1333'
 CR1333'THE STATION SURFACE MARK IS A STANDARD DISK, SET IN A ROUND
 CR1333'CONCRETE POST THAT IS ABOUT 12-INCHES BELOW THE SURFACE
 CR1333'OF THE GROUND AND IS STAMPED STONE 1949 1970.  IT IS 74
 CR1333'FEET SOUTH OF THE CENTER-LINE OF HIGHWAY, 33 FEET EAST OF
 CR1333'A FENCE-CORNER AND A CONCRETE HIGHWAY RIGHT-OF-WAY POST,
 CR1333'7 FEET NORTH OF FENCE-LINE AND METAL WITNESS POST AND 56
 CR1333'PACES NORTH AND 23 PACES EAST OF A LARGE BRICK HOME.
 CR1333'
 CR1333'REFERENCE MARK NO. 5 IS A STANDARD DISK SET IN THE TOP OF
 CR1333'A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS
 CR1333'STAMPED STONE 1949 NO 5 1970.  IT IS 76 FEET EAST OF A
 CR1333'FENCE-CORNER AND A CONCRETE HIGHWAY RIGHT-OF-WAY POST, 61
 CR1333'FEET SOUTH OF THE CENTER-LINE OF HIGHWAY, 40 FEET EAST OF
 CR1333'A METAL WITNESS POST, AND 6-INCHES NORTH OF FENCE-LINE AND
 CR1333'RIGHT-OF-WAY.
 CR1333'
 CR1333'REFERENCE MARK NO. 6 IS A STANDARD DISK, SET IN THE TOP OF
 CR1333'A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND AND THE
 CR1333'DISK IS STAMPED STONE 1949 NO 6 1971.  IT IS 60 FEET SOUTH
 CR1333'OF THE CENTER-LINE OF HIGHWAY, 1.6 FEET EAST OF A CONCRETE
 CR1333'HIGHWAY RIGHT-OF-WAY POST, 1.2 FEET NORTHEAST OF A FENCE-CORNER,
 CR1333'1 FOOT NORTH OF FENCE-LINE AND ABOUT 60 PACES NORTH OF A
 CR1333'LARGE BRICK HOME.
 CR1333'
 CR1333'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CR1333'CONCRETE POST THAT PROJECTS ABOUT 2-INCHES ABOVE THE SURFACE
 CR1333'OF THE GROUND AND IS STAMPED STONE 1949.  IT IS 185 FEET
 CR1333'EAST-NORTHEAST OF A CONCRETE CULVERT, 150 FEET WEST OF THE
 CR1333'CENTER OF DRIVE-WAY LEADING NORTH TO FARM BUILDINGS, 58
 CR1333'FEET NORTH OF THE CENTER-LINE OF HIGHWAY, 2 FEET SOUTH OF
 CR1333'FENCE-LINE AND ROAD RIGHT-OF-WAY, AND 1 FOOT SOUTH OF METAL
 CR1333'WITNESS POST.
 CR1333'
 CR1333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 CR1333'WEST CANTON
 CR1333
 CR1333                          STATION RECOVERY (1995)
 CR1333
 CR1333'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1333'RECOVERED IN GOOD CONDITION.
 CR1333
 CR1333                          STATION RECOVERY (1998)
 CR1333
 CR1333'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CR1333'STATION, RM NO 5, AND RM NO 6 RECOVERED, OTHER MARKS NOT SEARCHED FOR
 CR1333'- DISTANCE FROM CANTON, INTERSECTION OF STATE HIGHWAYS 243 AND 198,
 CR1333'SHOULD READ 6.7 MI (10.8 KM) WEST ALONG S H 243.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0557 ***********************************************************************
 AE0557  DESIGNATION -  STONE RM 1
 AE0557  PID         -  AE0557
 AE0557  STATE/COUNTY-  TX/HIDALGO
 AE0557  USGS QUAD   -  MC COOK (1963)
 AE0557
 AE0557                         *CURRENT SURVEY CONTROL
 AE0557  ___________________________________________________________________
 AE0557* NAD 83(1986)-  26 27 33.     (N)    098 23 42.     (W)     SCALED    
 AE0557* NAVD 88     -       101.517  (meters)     333.06   (feet)  ADJUSTED  
 AE0557  ___________________________________________________________________
 AE0557  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AE0557  DYNAMIC HT  -         101.351 (meters)     332.52  (feet)  COMP
 AE0557  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 AE0557
 AE0557  VERT ORDER  -  SECOND    CLASS 0
 AE0557
 AE0557.The horizontal coordinates were scaled from a topographic map and have
 AE0557.an estimated accuracy of +/- 6 seconds.
 AE0557
 AE0557.The orthometric height was determined by differential leveling
 AE0557.and adjusted by the National Geodetic Survey in June 1991..
 AE0557
 AE0557.The geoid height was determined by GEOID03.
 AE0557
 AE0557.The dynamic height is computed by dividing the NAVD 88
 AE0557.geopotential number by the normal gravity value computed on the
 AE0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0557.degrees latitude (g = 980.6199 gals.).
 AE0557
 AE0557.The modeled gravity was interpolated from observed gravity values.
 AE0557
 AE0557;                    North         East    Units  Estimated Accuracy
 AE0557;SPC TX S     - 5,087,810.      310,470.      MT  (+/- 180 meters Scaled)
 AE0557
 AE0557                          SUPERSEDED SURVEY CONTROL
 AE0557
 AE0557  NGVD 29 (??/??/92)  101.598  (m)          333.33   (f) ADJ UNCH    2 0
 AE0557
 AE0557.Superseded values are not recommended for survey control.
 AE0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0557.See file dsdata.txt to determine how the superseded data were derived.
 AE0557
 AE0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ603266(NAD 83)
 AE0557_MARKER: DR = REFERENCE MARK DISK
 AE0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0557_STAMPING: STONE NO.1 1935
 AE0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0557+STABILITY: SURFACE MOTION
 AE0557
 AE0557  HISTORY     - Date     Condition        Report By
 AE0557  HISTORY     - 1935     MONUMENTED       CGS
 AE0557  HISTORY     - 1942     GOOD             NGS
 AE0557
 AE0557                          STATION DESCRIPTION
 AE0557
 AE0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0557'1.7 MI S FROM MCCOOK.
 AE0557'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 1.7 MILES SOUTHERLY
 AE0557'ALONG DIRT ROAD TO THE SITE OF THE REFERENCE MARK. REFERENCE MARK IS
 AE0557'ABOUT 130.0 FEET EAST OF THE NORTHEAST CORNER OF A FARM HOUSE AND 23.0
 AE0557'FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD. THE
 AE0557'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0558 ***********************************************************************
 AE0558  DESIGNATION -  STONE RM 2
 AE0558  PID         -  AE0558
 AE0558  STATE/COUNTY-  TX/HIDALGO
 AE0558  USGS QUAD   -  MC COOK (1963)
 AE0558
 AE0558                         *CURRENT SURVEY CONTROL
 AE0558  ___________________________________________________________________
 AE0558* NAD 83(1986)-  26 27 33.     (N)    098 23 42.     (W)     SCALED    
 AE0558* NAVD 88     -       101.732  (meters)     333.77   (feet)  ADJUSTED  
 AE0558  ___________________________________________________________________
 AE0558  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AE0558  DYNAMIC HT  -         101.565 (meters)     333.22  (feet)  COMP
 AE0558  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 AE0558
 AE0558  VERT ORDER  -  SECOND    CLASS 0
 AE0558
 AE0558.The horizontal coordinates were scaled from a topographic map and have
 AE0558.an estimated accuracy of +/- 6 seconds.
 AE0558
 AE0558.The orthometric height was determined by differential leveling
 AE0558.and adjusted by the National Geodetic Survey in June 1991..
 AE0558
 AE0558.The geoid height was determined by GEOID03.
 AE0558
 AE0558.The dynamic height is computed by dividing the NAVD 88
 AE0558.geopotential number by the normal gravity value computed on the
 AE0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0558.degrees latitude (g = 980.6199 gals.).
 AE0558
 AE0558.The modeled gravity was interpolated from observed gravity values.
 AE0558
 AE0558;                    North         East    Units  Estimated Accuracy
 AE0558;SPC TX S     - 5,087,810.      310,470.      MT  (+/- 180 meters Scaled)
 AE0558
 AE0558                          SUPERSEDED SURVEY CONTROL
 AE0558
 AE0558  NGVD 29 (??/??/92)  101.813  (m)          334.03   (f) ADJ UNCH    2 0
 AE0558
 AE0558.Superseded values are not recommended for survey control.
 AE0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0558.See file dsdata.txt to determine how the superseded data were derived.
 AE0558
 AE0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ603266(NAD 83)
 AE0558_MARKER: DR = REFERENCE MARK DISK
 AE0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0558_STAMPING: STONE NO.2 1935
 AE0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0558+STABILITY: SURFACE MOTION
 AE0558
 AE0558  HISTORY     - Date     Condition        Report By
 AE0558  HISTORY     - 1935     MONUMENTED       CGS
 AE0558  HISTORY     - 1942     GOOD             NGS
 AE0558
 AE0558                          STATION DESCRIPTION
 AE0558
 AE0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0558'1.7 MI S FROM MCCOOK.
 AE0558'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 1.7 MILES SOUTHERLY
 AE0558'ALONG DIRT ROAD TO THE SITE OF THE REFERENCE MARK. REFERENCE MARK IS
 AE0558'ABOUT 138.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF FARM HOUSE, AND
 AE0558'27.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.
 AE0558'THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1407 ***********************************************************************
 DN1407  DESIGNATION -  STONEBURG
 DN1407  PID         -  DN1407
 DN1407  STATE/COUNTY-  TX/MONTAGUE
 DN1407  USGS QUAD   -  STONEBURG (1976)
 DN1407
 DN1407                         *CURRENT SURVEY CONTROL
 DN1407  ___________________________________________________________________
 DN1407* NAD 83(1993)-  33 40 32.92957(N)    097 54 12.97064(W)     ADJUSTED  
 DN1407* NAVD 88     -       291.6    (meters)     957.     (feet)  VERTCON   
 DN1407  ___________________________________________________________________
 DN1407  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 DN1407  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN1407
 DN1407  HORZ ORDER  -  THIRD
 DN1407
 DN1407.The horizontal coordinates were established by classical geodetic methods
 DN1407.and adjusted by the National Geodetic Survey in February 1996..
 DN1407
 DN1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1407
 DN1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1407
 DN1407.The geoid height was determined by GEOID03.
 DN1407
 DN1407;                    North         East     Units Scale Factor Converg.
 DN1407;SPC TXNC     - 2,222,956.533   655,302.370   MT  0.99993182   +0 19 31.0
 DN1407;SPC TXNC     - 7,293,149.89  2,149,937.86   sFT  0.99993182   +0 19 31.0
 DN1407;UTM  14      - 3,726,751.046   601,635.307   MT  0.99972734   +0 36 28.8
 DN1407
 DN1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1407!SPC TXNC     -   0.99995844  x   0.99993182  =   0.99989026
 DN1407!UTM  14      -   0.99995844  x   0.99972734  =   0.99968579
 DN1407
 DN1407:                Primary Azimuth Mark                     Grid Az
 DN1407:SPC TXNC     -  STONEBURG AZ MK                          067 21 38.0
 DN1407:UTM  14      -  STONEBURG AZ MK                          067 04 40.2
 DN1407
 DN1407|---------------------------------------------------------------------|
 DN1407| PID    Reference Object                     Distance      Geod. Az  |
 DN1407|                                                           dddmmss.s |
 DN1407| CY2364 STONEBURG AZ MK                                    0674109.0 |
 DN1407| CY2366 STONEBURG RM 2                       11.570 METERS 24436     |
 DN1407| DO0664 ATT CO RELAY TOWER KKO 30           APPROX.10.8 KM 2780617.9 |
 DN1407| CY2365 STONEBURG RM 1                       27.715 METERS 34127     |
 DN1407|---------------------------------------------------------------------|
 DN1407
 DN1407                          SUPERSEDED SURVEY CONTROL
 DN1407
 DN1407  NAD 83(1993)-  33 40 32.93209(N)    097 54 12.96900(W) AD(       ) 3
 DN1407  NAD 83(1986)-  33 40 32.93440(N)    097 54 12.95831(W) AD(       ) 3
 DN1407  NAD 27      -  33 40 32.56530(N)    097 54 11.82850(W) AD(       ) 3
 DN1407  NGVD 29 (07/26/91)  291.5    (m)          956.     (f) VERT ANG       
 DN1407
 DN1407.Superseded values are not recommended for survey control.
 DN1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1407.See file dsdata.txt to determine how the superseded data were derived.
 DN1407
 DN1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0163526751(NAD 83)
 DN1407_MARKER: DS = TRIANGULATION STATION DISK
 DN1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1407
 DN1407  HISTORY     - Date     Condition        Report By
 DN1407  HISTORY     - 1956     MONUMENTED       CGS
 DN1407  HISTORY     - 1961     SEE DESCRIPTION  USGS
 DN1407  HISTORY     - 20031208 POOR             TXAM
 DN1407
 DN1407                          STATION DESCRIPTION
 DN1407
 DN1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1407'THE STATION IS AT THE NORTH EDGE OF THE TOWN OF STONEBURG,
 DN1407'STONEBURG IS 8 MILES NORTH-NORTHWEST OF BOWIE.  THE STATION MARK IS
 DN1407'43 FEET SOUTH OF THE CENTER OF FARM ROAD 1806, 8 FEET NORTH OF
 DN1407'AN EAST-WEST FENCE LINE AND 7 FEET NORTH OF A WITNESS POST.  IT
 DN1407'IS SET FLUSH AND IS STAMPED STONEBURG 1956.
 DN1407'
 DN1407'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF THE CENTER OF FARM
 DN1407'ROAD 1806 AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 DN1407'SET FLUSH AND IS STAMPED STONEBURG NO 1 1956.
 DN1407'
 DN1407'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE CENTER OF FARM
 DN1407'ROAD 1806 AND 1-1/2 FEET NORTH OF AN EAST-WEST FENCE LINE.
 DN1407'IT IS SET FLUSH AND IS STAMPED STONEBURG NO 2 1956.
 DN1407'
 DN1407'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 103.61
 DN1407'FEET.
 DN1407'
 DN1407'THE AZIMUTH MARK IS 51 FEET SOUTH OF A REVERSE Y JUNCTION, 9
 DN1407'FEET WEST OF THE CENTER OF A GATE AND 2 FEET NORTH OF A WITNESS
 DN1407'POST.  IT IS SET FLUSH AND IS STAMPED STONEBURG 1956.
 DN1407'
 DN1407'TO REACH THE STATION FROM THE STONEBURG SCHOOL, DISTRICT 12,
 DN1407'GO NORTH ON THE GRAVELED ROAD FOR 0.15 MILE TO THE JUNCTION WITH
 DN1407'FARM ROAD 1806, TURN RIGHT AND GO EAST ON FARM ROAD 1806 FOR
 DN1407'0.05 MILE TO THE STATION ON THE RIGHT.
 DN1407'
 DN1407'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON
 DN1407'FARM ROAD 1806 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DN1407
 DN1407                          STATION RECOVERY (1961)
 DN1407
 DN1407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DN1407'STATION SURFACE MARK WAS DESTROYED BY GRADER BUT UNDERGROUND
 DN1407'MARK AND BOTH REFERENCE MARKS OK.  AZIMUTH MARK WAS FOUND
 DN1407'AS DESCRIBED.
 DN1407
 DN1407                          STATION RECOVERY (2003)
 DN1407
 DN1407'RECOVERY NOTE BY TEXAS A+M UNIVERSITY 2003 (SDL)
 DN1407'STONEBURG NO 2 REFERENCE MARK - DISTURBED AND MUTILATED.  REFENCE MARK
 DN1407'WAS WITHIN LOCAL HIGH SCHOOL PROPERTY. DISTURBED DURING CONSTRUCTION.
 DN1407'WORKING TO RECOVER STONEBURG AND STONEBURG NO 1 REFERENCE MARK.
 DN1407' 
 DN1407' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0817 ***********************************************************************
 CB0817  DESIGNATION -  STONY
 CB0817  PID         -  CB0817
 CB0817  STATE/COUNTY-  TX/RUNNELS
 CB0817  USGS QUAD   -  ROWENA (1984)
 CB0817
 CB0817                         *CURRENT SURVEY CONTROL
 CB0817  ___________________________________________________________________
 CB0817* NAD 83(1993)-  31 38 17.59148(N)    100 03 53.90197(W)     ADJUSTED  
 CB0817* NAVD 88     -       537.2    (meters)    1762.     (feet)  VERTCON   
 CB0817  ___________________________________________________________________
 CB0817  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CB0817  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 CB0817
 CB0817  HORZ ORDER  -  SECOND
 CB0817
 CB0817.The horizontal coordinates were established by classical geodetic methods
 CB0817.and adjusted by the National Geodetic Survey in February 1996..
 CB0817
 CB0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0817
 CB0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0817
 CB0817.The geoid height was determined by GEOID03.
 CB0817
 CB0817;                    North         East     Units Scale Factor Converg.
 CB0817;SPC TX C     - 3,218,592.989   725,455.830   MT  0.99994334   +0 08 17.6
 CB0817;SPC TX C     -10,559,667.16  2,380,099.67   sFT  0.99994334   +0 08 17.6
 CB0817;UTM  14      - 3,500,828.589   399,012.023   MT  0.99972578   -0 33 31.3
 CB0817
 CB0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0817!SPC TX C     -   0.99991956  x   0.99994334  =   0.99986290
 CB0817!UTM  14      -   0.99991956  x   0.99972578  =   0.99964536
 CB0817
 CB0817|---------------------------------------------------------------------|
 CB0817| PID    Reference Object                     Distance      Geod. Az  |
 CB0817|                                                           dddmmss.s |
 CB0817| CV6425 STONY RM 1                           25.101 METERS 05424     |
 CB0817| CB0815 ROWENA MUNICIPAL TANK               APPROX. 1.9 KM 0593312.5 |
 CB0817| CB0820 CALICHE                             APPROX. 3.4 KM 0745712.1 |
 CB0817| CV6426 STONY RM 2                           21.912 METERS 22910     |
 CB0817|---------------------------------------------------------------------|
 CB0817
 CB0817                          SUPERSEDED SURVEY CONTROL
 CB0817
 CB0817  NAD 83(1986)-  31 38 17.59827(N)    100 03 53.88771(W) AD(       ) 2
 CB0817  NAD 27      -  31 38 17.03507(N)    100 03 52.58226(W) AD(       ) 2
 CB0817  NGVD 29 (07/19/86)  537.1    (m)         1762.     (f) VERT ANG       
 CB0817
 CB0817.Superseded values are not recommended for survey control.
 CB0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0817.See file dsdata.txt to determine how the superseded data were derived.
 CB0817
 CB0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA9901200829(NAD 83)
 CB0817_MARKER: DS = TRIANGULATION STATION DISK
 CB0817_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0817+WITH SETTING: INFORMATION.
 CB0817_SP_SET: PREFABRICATED CONCRETE POST
 CB0817
 CB0817  HISTORY     - Date     Condition        Report By
 CB0817  HISTORY     - 1967     MONUMENTED       USGS
 CB0817
 CB0817                          STATION DESCRIPTION
 CB0817
 CB0817'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CB0817'STATION IS LOCATED 2.9 MILES NORTH AND 6.8 MILES EAST OF
 CB0817'MILES, 0.65 MILES SOUTH AND 0.75 MILE WEST OF ROWENA, 95 FEET
 CB0817'SOUTHEAST OF THE EAST BOUND LANE OF U.S. HIGHWAY 67, 9.4 FEET
 CB0817'NORTHWEST OF A POWERPOLE AND 5 FEET NORTHWEST OF A WITNESS
 CB0817'SIGN.
 CB0817'
 CB0817'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND FARM ROAD
 CB0817'2133 IN ROWENA, GO 1.0 MILE SOUTHWEST ON U.S. HIGHWAY 67 TO
 CB0817'CREST AND STATION SITE ON THE LEFT.
 CB0817'
 CB0817'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CB0817'STEEL ROD DRIVEN TO REFUSAL (7.5 FEET), CENTERED IN A 6
 CB0817'INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CB0817'GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED STONY
 CB0817'ET 1967.
 CB0817'
 CB0817'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A
 CB0817'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (7.0 FEET) CENTERED
 CB0817'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CB0817'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CB0817'STONY ET 1967 NO. 1.
 CB0817'
 CB0817'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A
 CB0817'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (7.5 FEET), CENTERED
 CB0817'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG.  THE TABLET
 CB0817'IS SET FLUSH WITH GROUND AND STAMPED STONY ET 1967 NO. 2.
 CB0817'
 CB0817'THE DISTANCE BETWEEN REFERENCE MARKS IS 154.24 FEET (47.011 METERS).
 CB0817'
 CB0817'STATION CALICHE ET 1967, 2.1 MILES EAST-NORTHEAST, IS VISIBLE
 CB0817'FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1029 ***********************************************************************
 BM1029  DESIGNATION -  STORK
 BM1029  PID         -  BM1029
 BM1029  STATE/COUNTY-  TX/LEE
 BM1029  USGS QUAD   -  LEDBETTER (1988)
 BM1029
 BM1029                         *CURRENT SURVEY CONTROL
 BM1029  ___________________________________________________________________
 BM1029* NAD 83(1993)-  30 12 24.30256(N)    096 51 21.23099(W)     ADJUSTED  
 BM1029* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 BM1029  ___________________________________________________________________
 BM1029  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 BM1029  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BM1029
 BM1029  HORZ ORDER  -  FIRST
 BM1029
 BM1029.The horizontal coordinates were established by classical geodetic methods
 BM1029.and adjusted by the National Geodetic Survey in February 1996..
 BM1029
 BM1029.The orthometric height was scaled from a topographic map.
 BM1029
 BM1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1029
 BM1029.The geoid height was determined by GEOID03.
 BM1029
 BM1029;                    North         East     Units Scale Factor Converg.
 BM1029;SPC TX C     - 3,065,105.303 1,034,764.991   MT  0.99997717   +1 47 27.9
 BM1029;SPC TX C     -10,056,099.65  3,394,891.47   sFT  0.99997717   +1 47 27.9
 BM1029;SPC TXSC     - 4,264,939.473   806,430.353   MT  0.99997878   +1 03 01.5
 BM1029;SPC TXSC     -13,992,555.59  2,645,763.58   sFT  0.99997878   +1 03 01.5
 BM1029;UTM  14      - 3,343,638.836   706,387.680   MT  1.00012554   +1 04 44.9
 BM1029
 BM1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1029!SPC TX C     -   0.99998078  x   0.99997717  =   0.99995795
 BM1029!SPC TXSC     -   0.99998078  x   0.99997878  =   0.99995956
 BM1029!UTM  14      -   0.99998078  x   1.00012554  =   1.00010631
 BM1029
 BM1029|---------------------------------------------------------------------|
 BM1029| PID    Reference Object                     Distance      Geod. Az  |
 BM1029|                                                           dddmmss.s |
 BM1029| CV8436 STORK RM 1                           25.023 METERS 03639     |
 BM1029| CV8435 STORK AZ MK                                        0823622.1 |
 BM1029| CV8437 STORK RM 2                           18.928 METERS 11236     |
 BM1029| BM1033 GIDDINGS LEE COUNTY COURTHOUSE      APPROX. 8.3 KM 2501552.3 |
 BM1029| BM1035 GIDDINGS PRESBYTERIAN CH SPIRE      APPROX. 8.2 KM 2502454.9 |
 BM1029| BM1038 GIDDINGS BRENHAM COT OIL CO TK      APPROX. 8.5 KM 2514500.7 |
 BM1029| BM1036 GIDDINGS IMM LUTH CH SPIRE          APPROX. 8.0 KM 2521141.1 |
 BM1029| BM1037 GIDDINGS MUNICIPAL TANK             APPROX. 8.6 KM 2534614.3 |
 BM1029| BM1034 GIDDINGS MARTIN LUTHER CH           APPROX. 8.1 KM 2542337.2 |
 BM1029|---------------------------------------------------------------------|
 BM1029
 BM1029                          SUPERSEDED SURVEY CONTROL
 BM1029
 BM1029  NAD 83(1986)-  30 12 24.32091(N)    096 51 21.21508(W) AD(       ) 1
 BM1029  NAD 27      -  30 12 23.54600(N)    096 51 20.28700(W) AD(       ) 1
 BM1029
 BM1029.Superseded values are not recommended for survey control.
 BM1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1029.See file dsdata.txt to determine how the superseded data were derived.
 BM1029
 BM1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0638843639(NAD 83)
 BM1029_MARKER: DS = TRIANGULATION STATION DISK
 BM1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1029
 BM1029  HISTORY     - Date     Condition        Report By
 BM1029  HISTORY     - 1935     MONUMENTED       CGS
 BM1029  HISTORY     - 1937     GOOD             TXHD
 BM1029  HISTORY     - 1943     GOOD             CGS
 BM1029  HISTORY     - 1954     GOOD             CGS
 BM1029  HISTORY     - 1957     GOOD             USGS
 BM1029
 BM1029                          STATION DESCRIPTION
 BM1029
 BM1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1029'THIS STATION IS ABOUT 4 MILES E OF GIDDINGS, ON LAND OWNED BY
 BM1029'R.A. STORK, AND OCCUPIED BY L.B. ANECHUTZ.  MARK IS SET ON
 BM1029'TOP OF WOODED HILL, 19 FEET S OF 12-INCH POST OAK TREE WITH
 BM1029'TRIANGULAR BLAZE, 40 FEET W OF 12-INCH OAK AND 30 FEET E OF
 BM1029'24-INCH OAK WITH TOP LOPPED OFF.  MARK PROJECTS 4 INCHES.
 BM1029'
 BM1029'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1029'DISKS SET IN CONCRETE.
 BM1029'
 BM1029'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 7 FEET W OF LEANING
 BM1029'OAK WITH DOUBLE TRUNK.  MARK PROJECTS 6 INCHES.
 BM1029'
 BM1029'REFERENCE MARK NO. 2 IS ESE OF THE STATION, 21 FEET NE OF
 BM1029'12-INCH OAK, 25 FEET E OF 12-INCH OAK.  MARK PROJECTS 8 INCHES.
 BM1029'
 BM1029'AZIMUTH MARK IS ENE OF THE STATION, 1 FOOT S OF FENCE CORNER
 BM1029'AT GATE, 6 FEET S OF WOODS ROAD TO STATION.  MARK PROJECTS 6
 BM1029'INCHES.
 BM1029'
 BM1029'TO REACH STATION FROM GIDDINGS, AT INTERSECTION OF U.S. 77
 BM1029'AND TEXAS 20, GO E ON TEXAS 20, 1.8 MILES TO SIDE ROAD TO
 BM1029'LEFT ACROSS RAILROAD TRACKS, TURN LEFT AND FOLLOW MAIN-TRAVELED
 BM1029'ROAD 5.0 MILES TO TURN TO RIGHT AND GATE DIRECTLY AHEAD, GO
 BM1029'THROUGH GATE AND FOLLOW WAGON ROAD 0.65 MILE TO HOUSE, CONTINUE
 BM1029'ON ROAD AROUND HOUSE, BEARING TO LEFT FOR 0.05 MILE TO FEED
 BM1029'LOT, THENCE LEFT ON WAGON TRACKS 0.2 MILE TO GATE AND AZIMUTH
 BM1029'MARK, CONTINUE ON WAGON ROAD 0.1 MILE TO BOTTOM OF HILL,
 BM1029'THENCE BEAR TO LEFT THROUGH WOODS UPHILL FOR 0.15 MILE TO TOP
 BM1029'OF HILL AND STATION.
 BM1029'
 BM1029'LIGHTS 60 FEET ABOVE KOEKTHER AND 74 FEET ABOVE BAASEN, SINCLAIR,
 BM1029'OLD DIME BOX, AND BIRCH, COME INTO VIEW AT 28 FEET ABOVE THE
 BM1029'GROUND.
 BM1029
 BM1029                          STATION RECOVERY (1937)
 BM1029
 BM1029'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1029'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BM1029'DESCRIPTION SATISFACTORY.
 BM1029
 BM1029                          STATION RECOVERY (1943)
 BM1029
 BM1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1029'STATION WAS RECOVERED AS DESCRIBED IN 1935 BY C.A.S. AND THE
 BM1029'DESCRIPTION WAS FOUND TO BE CORRECT AND ADEQUATE EXCEPT THAT
 BM1029'THE DIRECTIONS TO REACH THE STATION ARE IN ERROR DUE TO CHANGES
 BM1029'IN THE ROADS.  THESE SHOULD READ AS FOLLOWS--FROM THE INTERSECTION
 BM1029'OF U.S. ROUTES 77 AND 290 IN GIDDINGS GO E ON 290 FOR 1.3 MILES
 BM1029'TO A SIDE ROAD LEFT ACROSS THE RAILROAD TRACKS, TURN LEFT
 BM1029'AND GO 4.7 MILES TO A SHARP RIGHT TURN IN THE ROAD AND A GATE
 BM1029'DIRECTLY AHEAD, PASS THROUGH THE GATE (THE GATE IS KEPT LOCKED
 BM1029'AND THE KEY MAY BE OBTAINED FROM MR. JOE NEWSOME, GIDDINGS,
 BM1029'TEXAS) AND FOLLOW THE WAGON ROAD FOR 0.5 MILE TO THE AZIMUTH
 BM1029'MARK AT A REVERSE Y.  GO WESTERLY ON THE RIGHT FORK OF THE
 BM1029'Y AROUND THE SE BASE OF A SMALL KNOLL FOR 0.2 MILE, THEN
 BM1029'BEAR LEFT ON A VERY DIM TRAIL ROAD UP THE HILL FOR 0.2
 BM1029'MILE TO THE SUMMIT AND THE STATION.
 BM1029
 BM1029                          STATION RECOVERY (1954)
 BM1029
 BM1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1029'ALL MARKS WERE FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 BM1029'DESCRIBED.
 BM1029'
 BM1029'TO REACH THE STATION FROM THE POST OFFICE IN GIDDINGS, GO
 BM1029'EASTERLY ON U.S. HIGHWAY 290 FOR 1.3 MILES TO A ROAD LEFT.
 BM1029'TURN LEFT, CROSS RAILROAD TRACKS, GO NORTHEAST 4.2 MILES TO
 BM1029'A T ROAD.  TURN LEFT, GO NORTHERLY 0.6 MILE TO A GATE ON
 BM1029'THE LEFT JUST AFTER TURNING RIGHT, TURN LEFT, PASS THROUGH
 BM1029'GATE, GO NORTHERLY 0.25 MILE TO A GATE.  PASS THROUGH GATE
 BM1029'AND CONTINUE 0.25 MILE TO A FORK.  (THE AZIMUTH MARK IS 0.1
 BM1029'MILE TO THE RIGHT FROM HERE).  TURN LEFT, GO 0.05 MILE TO A
 BM1029'TRACK ROAD LEFT JUST BEFORE REACHING A FORK.  TURN LEFT, GO
 BM1029'0.15 MILE TO TOP OF HILL AND STATION.
 BM1029
 BM1029                          STATION RECOVERY (1957)
 BM1029
 BM1029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BM1029'REVISED--TO REACH THE STATION FROM GIDDINGS, AT INTERSECTION
 BM1029'OF U.S. 77 AND 290, GO EAST ALONG U.S. 290, 0.45 MILES TO
 BM1029'F.M. ROAD 141, TURN LEFT, FOR 4.05 MILES TO A GRADED ROAD
 BM1029'RIGHT, TURN RIGHT (EAST) FOR 0.75 MILES TO ROAD FORK EAST
 BM1029'OF A BRIDGE, TURN LEFT, 0.2 MILES TO GATE, PASS THROUGH GATE FOR
 BM1029'0.4 MILE TO BUILDINGS, CONTINUE ON ROAD PAST BUILDINGS AND
 BM1029'TURN RIGHT ABOUT 0.1 MILE AND GO EAST 1.0 MILE TO GATE,
 BM1029'CONTINUE 0.35 MILE TO ROAD FORK IN SADDLE, AZIMUTH MARK IS
 BM1029'ABOUT 0.2 MILE STRAIGHT AHEAD, TURN RIGHT AND GO THROUGH TIMBER
 BM1029'TO TOP AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1545 ***********************************************************************
 AB1545  DESIGNATION -  STORM 1913
 AB1545  PID         -  AB1545
 AB1545  STATE/COUNTY-  TX/WILLACY
 AB1545  USGS QUAD   -  GREEN ISLAND (1970)
 AB1545
 AB1545                         *CURRENT SURVEY CONTROL
 AB1545  ___________________________________________________________________
 AB1545* NAD 83(1993)-  26 29 07.13937(N)    097 21 01.18580(W)     ADJUSTED  
 AB1545* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AB1545  ___________________________________________________________________
 AB1545  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AB1545  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 AB1545
 AB1545  HORZ ORDER  -  THIRD
 AB1545
 AB1545.The horizontal coordinates were established by classical geodetic methods
 AB1545.and adjusted by the National Geodetic Survey in February 1996..
 AB1545
 AB1545.The orthometric height was scaled from a topographic map.
 AB1545
 AB1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1545
 AB1545.The geoid height was determined by GEOID03.
 AB1545
 AB1545;                    North         East     Units Scale Factor Converg.
 AB1545;SPC TX S     - 5,091,222.554   414,616.299   MT  0.99993502   +0 31 19.0
 AB1545;SPC TX S     -16,703,452.66  1,360,286.97   sFT  0.99993502   +0 31 19.0
 AB1545;UTM  14      - 2,930,487.215   664,424.700   MT  0.99993379   +0 44 09.1
 AB1545
 AB1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1545!SPC TX S     -   1.00000356  x   0.99993502  =   0.99993858
 AB1545!UTM  14      -   1.00000356  x   0.99993379  =   0.99993735
 AB1545
 AB1545                          SUPERSEDED SURVEY CONTROL
 AB1545
 AB1545  NAD 83(1986)-  26 29 07.15489(N)    097 21 01.14916(W) AD(       ) 3
 AB1545  NAD 27      -  26 29 05.91700(N)    097 21 00.21800(W) AD(       ) 3
 AB1545
 AB1545.Superseded values are not recommended for survey control.
 AB1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1545.See file dsdata.txt to determine how the superseded data were derived.
 AB1545
 AB1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6442530487(NAD 83)
 AB1545_MARKER: Z = SEE DESCRIPTION
 AB1545_SETTING: 0 = UNSPECIFIED SETTING
 AB1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1545
 AB1545  HISTORY     - Date     Condition        Report By
 AB1545  HISTORY     - 1913     MONUMENTED       CGS
 AB1545  HISTORY     - 1950     MARK NOT FOUND   CGS
 AB1545
 AB1545                          STATION DESCRIPTION
 AB1545
 AB1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1545'STATION LOST.  NO TRACE OF STATION EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2534 ***********************************************************************
 AW2534  DESIGNATION -  STOWELL
 AW2534  PID         -  AW2534
 AW2534  STATE/COUNTY-  TX/CHAMBERS
 AW2534  USGS QUAD   -  STOWELL (1993)
 AW2534
 AW2534                         *CURRENT SURVEY CONTROL
 AW2534  ___________________________________________________________________
 AW2534* NAD 83(1993)-  29 47 33.97188(N)    094 25 52.55871(W)     ADJUSTED  
 AW2534* NAVD 88     -         6.57   (+/-2cm)      21.6    (feet)  VERTCON   
 AW2534  ___________________________________________________________________
 AW2534  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW2534  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2534
 AW2534  HORZ ORDER  -  SECOND
 AW2534  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2534
 AW2534.The horizontal coordinates were established by classical geodetic methods
 AW2534.and adjusted by the National Geodetic Survey in February 1996..
 AW2534
 AW2534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2534.The vertical order pertains to the NGVD 29 superseded value.
 AW2534
 AW2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2534
 AW2534.The geoid height was determined by GEOID03.
 AW2534
 AW2534;                    North         East     Units Scale Factor Converg.
 AW2534;SPC TXSC     - 4,225,785.689 1,041,574.432   MT  0.99989507   +2 14 17.8
 AW2534;SPC TXSC     -13,864,098.55  3,417,232.12   sFT  0.99989507   +2 14 17.8
 AW2534;SPC TX C     - 3,029,116.327 1,270,438.547   MT  1.00010220   +3 02 23.7
 AW2534;SPC TX C     - 9,938,025.82  4,168,097.13   sFT  1.00010220   +3 02 23.7
 AW2534;UTM  15      - 3,296,681.559   361,664.434   MT  0.99983611   -0 42 40.5
 AW2534
 AW2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2534!SPC TXSC     -   1.00000326  x   0.99989507  =   0.99989832
 AW2534!SPC TX C     -   1.00000326  x   1.00010220  =   1.00010546
 AW2534!UTM  15      -   1.00000326  x   0.99983611  =   0.99983936
 AW2534
 AW2534:                Primary Azimuth Mark                     Grid Az
 AW2534:SPC TXSC     -  STOWELL AZ MK                            177 28 54.3
 AW2534:SPC TX C     -  STOWELL AZ MK                            176 40 48.4
 AW2534:UTM  15      -  STOWELL AZ MK                            180 25 52.6
 AW2534
 AW2534|---------------------------------------------------------------------|
 AW2534| PID    Reference Object                     Distance      Geod. Az  |
 AW2534|                                                           dddmmss.s |
 AW2534| CV9435 STOWELL AZ MK                                      1794312.1 |
 AW2534| AW2536 STOWELL RM 1                         22.096 METERS 22459     |
 AW2534| AW2535 STOWELL RM 2                         23.440 METERS 31244     |
 AW2534|---------------------------------------------------------------------|
 AW2534
 AW2534                          SUPERSEDED SURVEY CONTROL
 AW2534
 AW2534  NAD 83(1993)-  29 47 33.98718(N)    094 25 52.55450(W) AD(       ) 2
 AW2534  NAD 83(1986)-  29 47 33.98970(N)    094 25 52.54083(W) AD(       ) 2
 AW2534  NAD 83(1986)-  29 47 33.99042(N)    094 25 52.54000(W) AD(       ) 2
 AW2534  NAD 27      -  29 47 33.19200(N)    094 25 51.86100(W) AD(       ) 2
 AW2534  NGVD 29 (??/??/92)    6.57   (m)           21.6    (f) COMPUTED    1 2
 AW2534
 AW2534.Superseded values are not recommended for survey control.
 AW2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2534.See file dsdata.txt to determine how the superseded data were derived.
 AW2534
 AW2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6166496682(NAD 83)
 AW2534_MARKER: DS = TRIANGULATION STATION DISK
 AW2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2534_STAMPING: STOWELL 1951
 AW2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2534+STABILITY: SURFACE MOTION
 AW2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2534+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2534
 AW2534  HISTORY     - Date     Condition        Report By
 AW2534  HISTORY     - 1951     MONUMENTED       CGS
 AW2534  HISTORY     - 1953     GOOD             CGS
 AW2534  HISTORY     - 1959     GOOD             NGS
 AW2534  HISTORY     - 19950803 GOOD             USPSQD
 AW2534  HISTORY     - 19960908 GOOD             USPSQD
 AW2534  HISTORY     - 20010331 GOOD             NGS
 AW2534  HISTORY     - 20030120 GOOD             USPSQD
 AW2534  HISTORY     - 20040310 GOOD             USPSQD
 AW2534  HISTORY     - 20060120 GOOD             USPSQD
 AW2534
 AW2534                          STATION DESCRIPTION
 AW2534
 AW2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW2534'THE STATION IS LOCATED ABOUT 15.0 MILES EAST OF ANAHUAC AND 2.75
 AW2534'MILES WEST OF STOWELL ALONG THE NORTH SIDE OF STATE ROUTE
 AW2534'NO. 73-T WHERE THE HANKAMER-STOWELL CANAL CROSSES THE HIGHWAY.
 AW2534'IT IS 96.0 FEET NORTH OF THE CENTER OF STATE ROUTE NO. 73-T,
 AW2534'84.0 FEET EAST OF THE CENTER OF A SHELL ROAD, 46.0 FEET EAST
 AW2534'OF A TRIANGULAR BLAZED TELEPHONE POLE, 19.0 FEET NORTH OF A
 AW2534'FENCE AND 2.0 FEET SOUTHWEST OF A WITNESS POST.  IT PROJECTS
 AW2534'6 INCHES AND IS STAMPED STOWELL 1951.
 AW2534'
 AW2534'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 AW2534'IN A DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A
 AW2534'CONCRETE BRIDGE, 51.0 FEET NORTH OF THE CENTER OF STATE ROUTE
 AW2534'NO. 73-T AND 25.0 FEET EAST OF THE CENTER OF A SHELL ROAD.
 AW2534'IT IS SET FLUSH WITH THE TOP OF THE HEADWALL AND IS STAMPED
 AW2534'STOWELL NO 1 1951.
 AW2534'
 AW2534'REFERENCE MARK NO. 2 IS 58.0 FEET NORTH OF A TRIANGULAR BLAZED
 AW2534'TELEPHONE POLE, 40.0 FEET EAST OF THE CENTER OF A SHELL ROAD
 AW2534'AND 27.0 FEET EAST OF A FENCE.  IT PROJECTS 5 INCHES AND IS
 AW2534'STAMPED STOWELL NO 2 1951.
 AW2534'
 AW2534'THE AZIMUTH MARK IS 44.0 FEET EAST OF THE CENTER OF A SHELL
 AW2534'ROAD, 33.0 FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 14.0
 AW2534'FEET WEST-NORTHWEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS
 AW2534'POST AND 1.5 FEET EAST OF POWERLINE POLE NO. 367.  IT PROJECTS
 AW2534'6 INCHES AND IS STAMPED STOWELL 1951.
 AW2534'
 AW2534'TO REACH THE STATION FROM THE POST OFFICE IN STOWELL, GO NORTH
 AW2534'ON STATE ROUTE NO. 124 FOR 0.1 MILE TO THE JUNCTION WITH STATE
 AW2534'ROUTE NO. 73-T.  TURN LEFT AND GO WEST ON STATE ROUTE NO. 73-T
 AW2534'FOR 2.8 MILES TO WHERE THE HANKAMER-STOWELL CANAL CROSSES THE
 AW2534'HIGHWAY AND THE STATION ON THE RIGHT AS DESCRIBED.
 AW2534'
 AW2534'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A SHELL
 AW2534'ROAD FOR 0.7 MILE TO A CATTLE GUARD ON THE LEFT AND THE AZIMUTH
 AW2534'MARK ON THE LEFT AS DESCRIBED.
 AW2534'
 AW2534'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AW2534
 AW2534                          STATION RECOVERY (1953)
 AW2534
 AW2534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 AW2534'0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2534'STOWELL, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 73 T, 0.45
 AW2534'MILE WEST OF A CONCRETE BRIDGE OVER SPINDLE TOP BAYOU, 96 FEET
 AW2534'NORTH OF THE CENTER LINE OF THE HIGHWAY, 84 FEET EAST OF THE
 AW2534'CENTER LINE OF A SHELL ROAD, 19 FEET NORTH OF A FENCE, 1.9
 AW2534'FEET SOUTHWEST OF A WITNESS POST, A TRIANGULATION STATION DISK
 AW2534'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AW2534'THE GROUND, STAMPED STOWELL 1951.
 AW2534'
 AW2534'STOWELL R.M. 1 IS 72.4 FEET SOUTHWEST OF TRIANGULATION STATION
 AW2534'STOWELL 1951, 51 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 AW2534'24 FEET EAST OF THE CENTER LINE OF A SHELL ROAD, A REFERENCE
 AW2534'MARK DISK SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 AW2534'OF A CONCRETE CULVERT UNDER THE SHELL ROAD, STAMPED STOWELL
 AW2534'NO 1 1951.
 AW2534'
 AW2534'STOWELL R.M. 2 IS 40 FEET EAST OF THE CENTER LINE OF A SHELL
 AW2534'ROAD, 76.9 FEET NORTHWEST OF TRIANGULATION STATION STOWELL 1951,
 AW2534'58 FEET NORTH OF A TELEPHONE POLE, 27 FEET EAST OF A FENCE,
 AW2534'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW2534'PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED STOWELL NO 2 1951.
 AW2534
 AW2534                          STATION RECOVERY (1959)
 AW2534
 AW2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2534'3.0 MI W FROM STOWELL.
 AW2534'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2534'STOWELL, THENCE ABOUT 2.9 MILES WEST ALONG STATE HIGHWAY 73T, ABOUT
 AW2534'0.45 MILE WEST OF A CONCRETE BRIDGE OVER SPINDLE TOP BAYOU, 96 FEET
 AW2534'NORTH OF THE CENTER LINE OF THE HIGHWAY, 84 FEET EAST OF THE CENTER
 AW2534'LINE OF A SHELL ROAD, 19 FEET NORTH OF A FENCE, 20 FEET NORTH OF A
 AW2534'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 AW2534'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AW2534
 AW2534                          STATION RECOVERY (1995)
 AW2534
 AW2534'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2534'RECOVERED IN GOOD CONDITION.
 AW2534
 AW2534                          STATION RECOVERY (1996)
 AW2534
 AW2534'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2534'RECOVERED IN GOOD CONDITION.
 AW2534
 AW2534                          STATION RECOVERY (2001)
 AW2534
 AW2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2534'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2534
 AW2534                          STATION RECOVERY (2003)
 AW2534
 AW2534'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2534'RECOVERED IN GOOD CONDITION.
 AW2534
 AW2534                          STATION RECOVERY (2004)
 AW2534
 AW2534'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2534'RECOVERED IN GOOD CONDITION.
 AW2534
 AW2534                          STATION RECOVERY (2006)
 AW2534
 AW2534'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2534'FOUND AS DESCRIBED. ORANGE WITNESS POST BY THE MARK.
 AW2534'R1 FOUND AS DESCRIBED.
 AW2534'R2 FOUND AS DESCRIBED.
 AW2534'AZ NOT LOOKED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2536 ***********************************************************************
 AW2536  DESIGNATION -  STOWELL RM 1
 AW2536  PID         -  AW2536
 AW2536  STATE/COUNTY-  TX/CHAMBERS
 AW2536  USGS QUAD   -  STOWELL (1993)
 AW2536
 AW2536                         *CURRENT SURVEY CONTROL
 AW2536  ___________________________________________________________________
 AW2536* NAD 83(1986)-  29 47 34.     (N)    094 25 52.     (W)     SCALED    
 AW2536* NAVD 88     -         6.69   (+/-2cm)      21.9    (feet)  VERTCON   
 AW2536  ___________________________________________________________________
 AW2536  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2536
 AW2536  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2536
 AW2536.The horizontal coordinates were scaled from a topographic map and have
 AW2536.an estimated accuracy of +/- 6 seconds.
 AW2536
 AW2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2536.The vertical order pertains to the NGVD 29 superseded value.
 AW2536
 AW2536.The geoid height was determined by GEOID03.
 AW2536
 AW2536;                    North         East    Units  Estimated Accuracy
 AW2536;SPC TXSC     - 4,225,790.    1,041,590.      MT  (+/- 180 meters Scaled)
 AW2536
 AW2536                          SUPERSEDED SURVEY CONTROL
 AW2536
 AW2536  NGVD 29 (??/??/92)    6.694  (m)           21.96   (f) ADJ UNCH    1 2
 AW2536
 AW2536.Superseded values are not recommended for survey control.
 AW2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2536.See file dsdata.txt to determine how the superseded data were derived.
 AW2536
 AW2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN616966(NAD 83)
 AW2536_MARKER: DR = REFERENCE MARK DISK
 AW2536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2536_SP_SET: CULVERT
 AW2536_STAMPING: STOWELL NO 1 1951
 AW2536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2536+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2536
 AW2536  HISTORY     - Date     Condition        Report By
 AW2536  HISTORY     - 1951     MONUMENTED       CGS
 AW2536  HISTORY     - 1953     GOOD             NGS
 AW2536  HISTORY     - 1959     GOOD             NGS
 AW2536  HISTORY     - 19950803 GOOD             USPSQD
 AW2536  HISTORY     - 19960913 GOOD             USPSQD
 AW2536  HISTORY     - 20010331 GOOD             NGS
 AW2536  HISTORY     - 20030120 GOOD             USPSQD
 AW2536  HISTORY     - 20040310 GOOD             USPSQD
 AW2536  HISTORY     - 20060120 GOOD             USPSQD
 AW2536
 AW2536                          STATION DESCRIPTION
 AW2536
 AW2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2536'3.0 MI W FROM STOWELL.
 AW2536'0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2536'STOWELL, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 73 T, 0.45 MILE
 AW2536'WEST OF A CONCRETE BRIDGE OVER SPINDLE TOP BAYOU, 72.4 FEET SOUTHWEST
 AW2536'OF TRIANGULATION STATION STOWELL 1951, 51 FEET NORTH OF THE CENTER
 AW2536'LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF A SHELL ROAD,
 AW2536'SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 AW2536'CULVERT UNDER THE SHELL ROAD.
 AW2536
 AW2536                          STATION RECOVERY (1959)
 AW2536
 AW2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2536'RECOVERED IN GOOD CONDITION.
 AW2536
 AW2536                          STATION RECOVERY (1995)
 AW2536
 AW2536'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2536'RECOVERED IN GOOD CONDITION.
 AW2536
 AW2536                          STATION RECOVERY (1996)
 AW2536
 AW2536'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2536'RECOVERED IN GOOD CONDITION.
 AW2536
 AW2536                          STATION RECOVERY (2001)
 AW2536
 AW2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2536
 AW2536                          STATION RECOVERY (2003)
 AW2536
 AW2536'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2536'RECOVERED IN GOOD CONDITION.
 AW2536
 AW2536                          STATION RECOVERY (2004)
 AW2536
 AW2536'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2536'RECOVERED IN GOOD CONDITION.
 AW2536
 AW2536                          STATION RECOVERY (2006)
 AW2536
 AW2536'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2536'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2535 ***********************************************************************
 AW2535  DESIGNATION -  STOWELL RM 2
 AW2535  PID         -  AW2535
 AW2535  STATE/COUNTY-  TX/CHAMBERS
 AW2535  USGS QUAD   -  STOWELL (1993)
 AW2535
 AW2535                         *CURRENT SURVEY CONTROL
 AW2535  ___________________________________________________________________
 AW2535* NAD 83(1986)-  29 47 34.     (N)    094 25 52.     (W)     SCALED    
 AW2535* NAVD 88     -         6.59   (+/-2cm)      21.6    (feet)  VERTCON   
 AW2535  ___________________________________________________________________
 AW2535  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2535
 AW2535  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2535
 AW2535.The horizontal coordinates were scaled from a topographic map and have
 AW2535.an estimated accuracy of +/- 6 seconds.
 AW2535
 AW2535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2535.The vertical order pertains to the NGVD 29 superseded value.
 AW2535
 AW2535.The geoid height was determined by GEOID03.
 AW2535
 AW2535;                    North         East    Units  Estimated Accuracy
 AW2535;SPC TXSC     - 4,225,790.    1,041,590.      MT  (+/- 180 meters Scaled)
 AW2535
 AW2535                          SUPERSEDED SURVEY CONTROL
 AW2535
 AW2535  NGVD 29 (??/??/92)    6.591  (m)           21.62   (f) ADJ UNCH    1 2
 AW2535
 AW2535.Superseded values are not recommended for survey control.
 AW2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2535.See file dsdata.txt to determine how the superseded data were derived.
 AW2535
 AW2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN616966(NAD 83)
 AW2535_MARKER: DR = REFERENCE MARK DISK
 AW2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2535_STAMPING: STOWELL NO 2 1951
 AW2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2535+STABILITY: SURFACE MOTION
 AW2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2535+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2535
 AW2535  HISTORY     - Date     Condition        Report By
 AW2535  HISTORY     - 1951     MONUMENTED       CGS
 AW2535  HISTORY     - 1953     GOOD             NGS
 AW2535  HISTORY     - 1959     GOOD             NGS
 AW2535  HISTORY     - 19950803 GOOD             USPSQD
 AW2535  HISTORY     - 19960913 GOOD             USPSQD
 AW2535  HISTORY     - 20010331 GOOD             NGS
 AW2535  HISTORY     - 20030120 GOOD             USPSQD
 AW2535  HISTORY     - 20040310 GOOD             USPSQD
 AW2535  HISTORY     - 20060120 GOOD             USPSQD
 AW2535
 AW2535                          STATION DESCRIPTION
 AW2535
 AW2535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2535'3.0 MI W FROM STOWELL.
 AW2535'0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2535'STOWELL, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 73 T, 0.45 MILE
 AW2535'WEST OF A CONCRETE BRIDGE OVER SPINDLE TOP BAYOU, 40 FEET EAST OF THE
 AW2535'CENTER LINE OF A SHELL ROAD, 76.9 FEET NORTHWEST OF TRIANGULATION
 AW2535'STATION STOWELL 1951, 58 FEET NORTH OF A TELEPHONE POLE, 27 FEET EAST
 AW2535'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 AW2535'ABOVE THE GROUND.
 AW2535
 AW2535                          STATION RECOVERY (1959)
 AW2535
 AW2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2535'RECOVERED IN GOOD CONDITION.
 AW2535
 AW2535                          STATION RECOVERY (1995)
 AW2535
 AW2535'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2535'RECOVERED IN GOOD CONDITION.
 AW2535
 AW2535                          STATION RECOVERY (1996)
 AW2535
 AW2535'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2535'RECOVERED IN GOOD CONDITION.
 AW2535
 AW2535                          STATION RECOVERY (2001)
 AW2535
 AW2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2535
 AW2535                          STATION RECOVERY (2003)
 AW2535
 AW2535'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2535'RECOVERED IN GOOD CONDITION.
 AW2535
 AW2535                          STATION RECOVERY (2004)
 AW2535
 AW2535'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2535'RECOVERED IN GOOD CONDITION.
 AW2535
 AW2535                          STATION RECOVERY (2006)
 AW2535
 AW2535'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2535'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0449 ***********************************************************************
 BA0449  DESIGNATION -  STRADDLE BUG
 BA0449  PID         -  BA0449
 BA0449  STATE/COUNTY-  TX/BREWSTER
 BA0449  USGS QUAD   -  STRADDLEBUG MOUNTAIN (1983)
 BA0449
 BA0449                         *CURRENT SURVEY CONTROL
 BA0449  ___________________________________________________________________
 BA0449* NAD 83(1993)-  29 47 07.85667(N)    103 42 19.89367(W)     ADJUSTED  
 BA0449* NAVD 88     -      1201.     (meters)    3940.     (feet)  SCALED    
 BA0449  ___________________________________________________________________
 BA0449  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BA0449  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0449
 BA0449  HORZ ORDER  -  SECOND
 BA0449
 BA0449.The horizontal coordinates were established by classical geodetic methods
 BA0449.and adjusted by the National Geodetic Survey in February 1996..
 BA0449
 BA0449.The orthometric height was scaled from a topographic map.
 BA0449
 BA0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0449
 BA0449.The geoid height was determined by GEOID03.
 BA0449
 BA0449;                    North         East     Units Scale Factor Converg.
 BA0449;SPC TXSC     - 4,225,506.519   145,179.090   MT  0.99989406   -2 18 19.1
 BA0449;SPC TXSC     -13,863,182.64    476,308.40   sFT  0.99989406   -2 18 19.1
 BA0449;UTM  13      - 3,295,721.350   625,122.053   MT  0.99979316   +0 38 35.2
 BA0449
 BA0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0449!SPC TXSC     -   0.99981474  x   0.99989406  =   0.99970882
 BA0449!UTM  13      -   0.99981474  x   0.99979316  =   0.99960794
 BA0449
 BA0449|---------------------------------------------------------------------|
 BA0449| PID    Reference Object                     Distance      Geod. Az  |
 BA0449|                                                           dddmmss.s |
 BA0449| CI0564 STRADDLE BUG RM 2                     3.827 METERS 16548     |
 BA0449| CI0562 STRADDLE BUG AZ MK                                 2814101.5 |
 BA0449| CI0563 STRADDLE BUG RM 1                     9.496 METERS 35153     |
 BA0449|---------------------------------------------------------------------|
 BA0449
 BA0449                          SUPERSEDED SURVEY CONTROL
 BA0449
 BA0449  NAD 83(1986)-  29 47 07.85204(N)    103 42 19.89339(W) AD(       ) 2
 BA0449  NAD 27      -  29 47 07.21400(N)    103 42 18.24800(W) AD(       ) 2
 BA0449
 BA0449.Superseded values are not recommended for survey control.
 BA0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0449.See file dsdata.txt to determine how the superseded data were derived.
 BA0449
 BA0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN2512295721(NAD 83)
 BA0449_MARKER: DS = TRIANGULATION STATION DISK
 BA0449_SETTING: 66 = SET IN ROCK OUTCROP
 BA0449
 BA0449  HISTORY     - Date     Condition        Report By
 BA0449  HISTORY     - 1943     MONUMENTED       CGS
 BA0449
 BA0449                          STATION DESCRIPTION
 BA0449
 BA0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0449'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 40 MILES S OF
 BA0449'ALPINE AND 45 MILES ENE OF PRESIDIO, ABOUT 5 MILES SE OF THE
 BA0449'02 RANCH.  ON THE PROPERTY OF THE WILSON RANCH.  IT IS ON
 BA0449'THE HIGHEST POINT OF A SMALL, ISOLATED KNOLL, KNOWN LOCALLY
 BA0449'AS STRADDLE BUG MOUNTAIN.
 BA0449'
 BA0449'THE STATION IS ON THE HIGHEST POINT OF THE HILL.  MARKED
 BA0449'BY A BRONZE TRIANGULATION STATION DISK, STAMPED STRADDLE BUG
 BA0449'1943, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BA0449'
 BA0449'NO UNDERGROUND MARK WAS ESTABLISHED.
 BA0449'
 BA0449'REFERENCE MARK NO. 1 IS NNW OF THE STATION AND ABOUT 10
 BA0449'FEET LOWER.  IT IS A BRONZE REFERENCE MARK DISK, STAMPED
 BA0449'STRADDLE BUG NO. 1 1943, CEMENTED IN A DRILL HOLE IN BEDROCK.
 BA0449'
 BA0449'REFERENCE MARK NO. 2 IS A U.S.G.S. BENCH MARK DISK, CEMENTED
 BA0449'IN A DRILL HOLE IN BEDROCK.  IT IS A BRONZE BENCH MARK DISK,
 BA0449'WITH THE ELEVATION 3950 AND DATUM VA STAMPED THEREON.  IT
 BA0449'IS SSE OF THE STATION AND ABOUT 3 FEET HIGHER.
 BA0449'
 BA0449'THE AZIMUTH MARK IS W OF THE STATION ON A MUCH LOWER HILL.
 BA0449'IT IS LOCATED ON THE HIGHEST PART OF THIS HILL.  A BRONZE
 BA0449'AZIMUTH MARK DISK, STAMPED STRADDLE BUG 1943, CEMENTED IN
 BA0449'A DRILL HOLE IN TOP OF A BOULDER.
 BA0449'
 BA0449'TO REACH FROM THE RAILRAD STATION IN ALPINE, GO E ON U.S.
 BA0449'HIGHWAY 90, MAIN STREET, 0.75 MILE TO GRANDVIEW AUTO CAMP.
 BA0449'TURN RIGHT, S, ON THE TERLINGUA ROAD AND FOLLOW IT 30.8
 BA0449'MILES TO A ROAD LEADING LEFT, VIA KOKERNOT RANCH HEADQUARTERS
 BA0449'TO MARATHON (32 MILES).  HERE KEEP STRAIGHT AHEAD ON THE
 BA0449'TERLINGUA ROAD, S, TO ROAD LEADING RIGHT TOWARD THE 02 RANCH.
 BA0449'TURN RIGHT AND FOLLOW THE MAIN ROAD SW 12.3 MILES TO A GATE
 BA0449'JUST BEFORE REACHING THE 02 RANCH HOUSE.  JUST AFTER PASSING
 BA0449'OVER CATTLE GUARD AT THIS GATE, TURN LEFT ALONG ROAD, PASSING
 BA0449'TO E OF WINDMILL FOR 1.1 MILES TO A BOARD GATE.  GO THROUGH
 BA0449'GATE AND CONTINUE ON TRACK ROAD, CORSSING A WASH TWICE.
 BA0449'FROM THE SECOND CROSSING OF THIS WASH, FOLLOW TRACK ROAD 0.1
 BA0449'MILE TO A FORKS.  TAKE RIGHT FORK (TRACK ROAD) 2.3
 BA0449'MILES TO A GATE.  PASS THROUGH THIS GATE, AND DRIVE
 BA0449'ACROSS COUNTRY TO ISOLATED HILL WHICH IS NOW VISIBLE, A
 BA0449'DISTANCE OF 0.9 MILE.  PACK TO TOP OF HILL AND STATION.
 BA0449'A 15-MINUTE PACK.
 BA0449'
 BA0449'NO INTERSECTION OBJECTS VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0934 ***********************************************************************
 GK0934  DESIGNATION -  STRAIGHT
 GK0934  PID         -  GK0934
 GK0934  STATE/COUNTY-  TX/SHERMAN
 GK0934  USGS QUAD   -  STEVENS (1965)
 GK0934
 GK0934                         *CURRENT SURVEY CONTROL
 GK0934  ___________________________________________________________________
 GK0934* NAD 83(1993)-  36 22 34.70584(N)    101 59 52.24434(W)     ADJUSTED  
 GK0934* NAVD 88     -      1095.     (meters)    3593.     (feet)  SCALED    
 GK0934  ___________________________________________________________________
 GK0934  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 GK0934  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 GK0934
 GK0934  HORZ ORDER  -  SECOND
 GK0934
 GK0934.The horizontal coordinates were established by classical geodetic methods
 GK0934.and adjusted by the National Geodetic Survey in February 1996..
 GK0934
 GK0934.The orthometric height was scaled from a topographic map.
 GK0934
 GK0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0934
 GK0934.The geoid height was determined by GEOID03.
 GK0934
 GK0934;                    North         East     Units Scale Factor Converg.
 GK0934;SPC TX N     - 1,263,747.064   155,324.545   MT  1.00005072   -0 17 18.7
 GK0934;SPC TX N     - 4,146,143.49    509,593.94   sFT  1.00005072   -0 17 18.7
 GK0934;SPC OK N     -   160,091.034   241,378.338   MT  0.99995203   -2 21 33.5
 GK0934;SPC OK N     -   525,232.00    791,922.10   sFT  0.99995203   -2 21 33.5
 GK0934;UTM  14      - 4,029,862.698   231,064.060   MT  1.00049122   -1 46 44.6
 GK0934;UTM  13      - 4,029,874.715   769,322.578   MT  1.00049379   +1 46 53.8
 GK0934
 GK0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0934!SPC TX N     -   0.99983210  x   1.00005072  =   0.99988281
 GK0934!SPC OK N     -   0.99983210  x   0.99995203  =   0.99978414
 GK0934!UTM  14      -   0.99983210  x   1.00049122  =   1.00032324
 GK0934!UTM  13      -   0.99983210  x   1.00049379  =   1.00032581
 GK0934
 GK0934:                Primary Azimuth Mark                     Grid Az
 GK0934:SPC TX N     -  STEVENS RR SIDING GRAIN ELEV             053 43 44.4
 GK0934:SPC OK N     -  STEVENS RR SIDING GRAIN ELEV             055 47 59.2
 GK0934:UTM  14      -  STEVENS RR SIDING GRAIN ELEV             055 13 10.3
 GK0934:UTM  13      -  STEVENS RR SIDING GRAIN ELEV             051 39 31.9
 GK0934
 GK0934|---------------------------------------------------------------------|
 GK0934| PID    Reference Object                     Distance      Geod. Az  |
 GK0934|                                                           dddmmss.s |
 GK0934| GK0933 STEVENS RR SIDING GRAIN ELEV        APPROX. 7.9 KM 0532625.7 |
 GK0934| CM9268 STRAIGHT RM 1                        12.710 METERS 06132     |
 GK0934| CM9269 STRAIGHT RM 2                        11.526 METERS 22221     |
 GK0934| CM9267 STRAIGHT AZ MK                                     2335358.3 |
 GK0934| GL1342 STRATFORD GRAIN CO SW ELEVATOR      APPROX. 8.1 KM 2342412.9 |
 GK0934| GL1341 STRATFORD SW PUB SER CO TANK        APPROX. 8.1 KM 2345356.5 |
 GK0934|---------------------------------------------------------------------|
 GK0934
 GK0934                          SUPERSEDED SURVEY CONTROL
 GK0934
 GK0934  NAD 83(1993)-  36 22 34.70556(N)    101 59 52.24468(W) AD(       ) 2
 GK0934  NAD 83(1986)-  36 22 34.71684(N)    101 59 52.23231(W) AD(       ) 2
 GK0934  NAD 27      -  36 22 34.61300(N)    101 59 50.61900(W) AD(       ) 2
 GK0934
 GK0934.Superseded values are not recommended for survey control.
 GK0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0934.See file dsdata.txt to determine how the superseded data were derived.
 GK0934
 GK0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3106429863(NAD 83)
 GK0934_MARKER: DS = TRIANGULATION STATION DISK
 GK0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0934_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0934
 GK0934  HISTORY     - Date     Condition        Report By
 GK0934  HISTORY     - 1953     MONUMENTED       CGS
 GK0934  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 GK0934
 GK0934                          STATION DESCRIPTION
 GK0934
 GK0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0934'THE STATION IS LOCATED ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY
 GK0934'54.  IT IS ABOUT 5 MILES AIRLINE NORTHEAST OF STRATFORD, ABOUT
 GK0934'5 MILES AIRLINE SOUTHWEST OF STEVENS, AND ABOUT 15 MILES
 GK0934'AIRLINE SOUTHEAST OF KERRICK.
 GK0934'
 GK0934'THE STATION IS A STANDARD DISK STAMPED STRAIGHT 1953 AND SET
 GK0934'IN THE TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES IN DIAMETER
 GK0934'AND PROJECTS 8 INCHES.  IT IS 6 FEET NORTHWEST OF A WIRE FENCE,
 GK0934'AND 46 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 GK0934'
 GK0934'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED STRAIGHT
 GK0934'NO 1 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS
 GK0934'10 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 47 FEET
 GK0934'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST
 GK0934'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GK0934'
 GK0934'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED STRAIGHT
 GK0934'NO 2 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS
 GK0934'10 INCHES IN DIAMETER AND PROJECTS 1 INCH.  IT IS 1 FOOT
 GK0934'SOUTHEAST OF THE WIRE FENCE, 50 FEET SOUTHEAST OF THE CENTER
 GK0934'LINE OF THE HIGHWAY AND ABOUT THE SAME ELEVATION AS THE STATION.
 GK0934'
 GK0934'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STRAIGHT 1953
 GK0934'AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES
 GK0934'IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 49 FEET SOUTHEAST
 GK0934'OF THE CENTER LINE OF THE HIGHWAY, AND 4 FEET NORTHWEST OF
 GK0934'THE WIRE FENCE.  TO REACH THE MARK FROM THE STATION GO SOUTHWEST
 GK0934'FOR 0.5 MILE TO THE MARK ON THE LEFT.
 GK0934'
 GK0934'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STRATFORD
 GK0934'GO NORTHEAST ON U.S. HIGHWAY 54 FOR 5.0 MILES TO THE STATION
 GK0934'ON THE RIGHT.
 GK0934'
 GK0934'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GK0934
 GK0934                          STATION RECOVERY (1987)
 GK0934
 GK0934'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (TE)
 GK0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1225 ***********************************************************************
 CR1225  DESIGNATION -  STRANGE
 CR1225  PID         -  CR1225
 CR1225  STATE/COUNTY-  TX/UPSHUR
 CR1225  USGS QUAD   -  PITTSBURG (1960)
 CR1225
 CR1225                         *CURRENT SURVEY CONTROL
 CR1225  ___________________________________________________________________
 CR1225* NAD 83(1993)-  32 52 35.86417(N)    094 52 50.15682(W)     ADJUSTED  
 CR1225* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 CR1225  ___________________________________________________________________
 CR1225  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CR1225  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CR1225
 CR1225  HORZ ORDER  -  SECOND
 CR1225
 CR1225.The horizontal coordinates were established by classical geodetic methods
 CR1225.and adjusted by the National Geodetic Survey in February 1996..
 CR1225
 CR1225.The orthometric height was scaled from a topographic map.
 CR1225
 CR1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1225
 CR1225.The geoid height was determined by GEOID03.
 CR1225
 CR1225;                    North         East     Units Scale Factor Converg.
 CR1225;SPC TXNC     - 2,140,005.891   938,606.037   MT  0.99987726   +1 58 26.4
 CR1225;SPC TXNC     - 7,021,002.66  3,079,409.97   sFT  0.99987726   +1 58 26.4
 CR1225;UTM  15      - 3,639,177.826   324,065.103   MT  0.99998167   -1 01 16.0
 CR1225
 CR1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1225!SPC TXNC     -   0.99997531  x   0.99987726  =   0.99985257
 CR1225!UTM  15      -   0.99997531  x   0.99998167  =   0.99995698
 CR1225
 CR1225|---------------------------------------------------------------------|
 CR1225| PID    Reference Object                     Distance      Geod. Az  |
 CR1225|                                                           dddmmss.s |
 CR1225| CX6335 STRANGE RM 1                         30.642 METERS 00724     |
 CR1225| CX6334 STRANGE AZ MK                                      1343642.9 |
 CR1225| CX6336 STRANGE RM 2                         27.569 METERS 21429     |
 CR1225|---------------------------------------------------------------------|
 CR1225
 CR1225                          SUPERSEDED SURVEY CONTROL
 CR1225
 CR1225  NAD 83(1993)-  32 52 35.86941(N)    094 52 50.14767(W) AD(       ) 2
 CR1225  NAD 83(1986)-  32 52 35.86933(N)    094 52 50.14421(W) AD(       ) 2
 CR1225  NAD 27      -  32 52 35.39960(N)    094 52 49.37830(W) AD(       ) 2
 CR1225
 CR1225.Superseded values are not recommended for survey control.
 CR1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1225.See file dsdata.txt to determine how the superseded data were derived.
 CR1225
 CR1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2406539178(NAD 83)
 CR1225_MARKER: DS = TRIANGULATION STATION DISK
 CR1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1225
 CR1225  HISTORY     - Date     Condition        Report By
 CR1225  HISTORY     - 1957     MONUMENTED       CGS
 CR1225
 CR1225                          STATION DESCRIPTION
 CR1225
 CR1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1225'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF PITTSBURG,
 CR1225'10 MILES NORTH OF GILMER ON THE HIGHEST HILL IN THE VICINITY
 CR1225'WHICH IS HEAVILY TIMBERED.  IT IS 17 FEET SOUTHEAST OF A
 CR1225'12-INCH OAK TREE WITH A TRIANGLE BLAZE.  IT IS SET FLUSH WITH
 CR1225'THE SURFACE OF THE GROUND AND IS STAMPED STRANGE 1957.
 CR1225'
 CR1225'REFERENCE MARK NO. 1 IS 36 FEET NORTHEAST OF A 2-FOOT OAK
 CR1225'TREE.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 CR1225'GROUND AND IS STAMPED STRANGE NO 1 1957.
 CR1225'
 CR1225'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SURFACE OF THE
 CR1225'GROUND AND IS STAMPED STRANGE NO 2 1957.
 CR1225'
 CR1225'THE AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF FARM ROAD
 CR1225'593, 37 FEET EAST OF THE CENTER OF A WIRE GATE, 3 FEET WEST
 CR1225'OF A 12-INCH OAK TREE AND 1 FOOT EAST OF A WHITE WITNESS POST.
 CR1225'
 CR1225'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271
 CR1225'AND TEXAS STATE HIGHWAY 154 IN GILMER GO NORTH ON U.S. HIGHWAY
 CR1225'271 FOR 9.7 MILES TO THE JUNCTION WITH FARM ROAD 593 IN THE
 CR1225'SMALL VILLAGE OF MIDWAY.  TURN RIGHT ON FARM ROAD 593 AND
 CR1225'GO 4.95 MILES TO A DIM TRACK ROAD LEFT AND A HUMBLE OIL CO.
 CR1225'PIPE LINE CROSSING.  (TO REACH THE AZIMUTH MARK CONTINUE
 CR1225'STRAIGHT AHEAD ON FARM ROAD 593 FOR 0.05 MILE TO THE AZIMUTH
 CR1225'MARK ON THE RIGHT AS DESCRIBED.) TURN LEFT ON THE DIM TRACK
 CR1225'ROAD AND FOLLOW THE PIPE LINE FOR 0.3 MILE TO A WIRE FENCE.
 CR1225'PASS THROUGH THE FENCE AND FOLLOW THE TRACK ROAD AND THE
 CR1225'PIPE LINE FOR 0.15 MILE TO A PINE TREE WITH A TRIANGLE BLAZE
 CR1225'JUST AFTER CROSSING A DEEP GULLY.  TURN LEFT AT THE PINE
 CR1225'TREE AND FOLLOW THE DIM TRACK ROAD FOR 0.25 MILE TO THE
 CR1225'HIGHEST PART OF THE HILL AND THE STATION AS DESCRIBED.
 CR1225'
 CR1225'A 4 WHEEL DRIVE IS REQUIRED TO REACH THE STATION.
 CR1225'
 CR1225'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1346 ***********************************************************************
 GL1346  DESIGNATION -  STRAT
 GL1346  PID         -  GL1346
 GL1346  STATE/COUNTY-  TX/DALLAM
 GL1346  USGS QUAD   -  BRICKEL (1964)
 GL1346
 GL1346                         *CURRENT SURVEY CONTROL
 GL1346  ___________________________________________________________________
 GL1346* NAD 83(1993)-  36 15 32.70159(N)    102 11 49.54747(W)     ADJUSTED  
 GL1346* NAVD 88     -      1153.     (meters)    3783.     (feet)  VERTCON   
 GL1346  ___________________________________________________________________
 GL1346  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 GL1346  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 GL1346
 GL1346  HORZ ORDER  -  THIRD
 GL1346
 GL1346.The horizontal coordinates were established by classical geodetic methods
 GL1346.and adjusted by the National Geodetic Survey in February 1996..
 GL1346
 GL1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1346
 GL1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1346
 GL1346.The geoid height was determined by GEOID03.
 GL1346
 GL1346;                    North         East     Units Scale Factor Converg.
 GL1346;SPC TX N     - 1,250,847.314   137,352.793   MT  1.00001855   -0 24 14.4
 GL1346;SPC TX N     - 4,103,821.56    450,631.62   sFT  1.00001855   -0 24 14.4
 GL1346;UTM  13      - 4,016,329.910   751,820.581   MT  1.00038140   +1 39 31.0
 GL1346
 GL1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1346!SPC TX N     -   0.99982310  x   1.00001855  =   0.99984165
 GL1346!UTM  13      -   0.99982310  x   1.00038140  =   1.00020444
 GL1346
 GL1346:                Primary Azimuth Mark                     Grid Az
 GL1346:SPC TX N     -  STRATFORD SW PUB SER CO TANK             053 50 01.7
 GL1346:UTM  13      -  STRATFORD SW PUB SER CO TANK             051 46 16.3
 GL1346
 GL1346|---------------------------------------------------------------------|
 GL1346| PID    Reference Object                     Distance      Geod. Az  |
 GL1346|                                                           dddmmss.s |
 GL1346| GL1341 STRATFORD SW PUB SER CO TANK        APPROX.14.0 KM 0532547.3 |
 GL1346| CM9272 STRAT RM 2                            6.362 METERS 07056     |
 GL1346| CM9270 STRAT AZ MK                                        2334649.2 |
 GL1346| GL1359 CONLEN JD CRABTREE GRAIN ELEV       APPROX. 4.8 KM 2342000.0 |
 GL1346| CM9271 STRAT RM 1                            6.290 METERS 32304     |
 GL1346|---------------------------------------------------------------------|
 GL1346
 GL1346                          SUPERSEDED SURVEY CONTROL
 GL1346
 GL1346  NAD 83(1993)-  36 15 32.70130(N)    102 11 49.54786(W) AD(       ) 3
 GL1346  NAD 83(1986)-  36 15 32.71211(N)    102 11 49.53721(W) AD(       ) 3
 GL1346  NAD 27      -  36 15 32.60500(N)    102 11 47.89800(W) AD(       ) 3
 GL1346  NGVD 29 (07/19/86) 1152.     (m)         3780.     (f) VERT ANG       
 GL1346
 GL1346.Superseded values are not recommended for survey control.
 GL1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1346.See file dsdata.txt to determine how the superseded data were derived.
 GL1346
 GL1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA5182116330(NAD 83)
 GL1346_MARKER: DS = TRIANGULATION STATION DISK
 GL1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1346
 GL1346  HISTORY     - Date     Condition        Report By
 GL1346  HISTORY     - 1953     MONUMENTED       CGS
 GL1346  HISTORY     - 1968     MARK NOT FOUND   CGS
 GL1346  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GL1346
 GL1346                          STATION DESCRIPTION
 GL1346
 GL1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1346'THE STATION IS LOCATED ON A SMALL RISE THAT IS ALONG THE
 GL1346'NORTHWEST SIDE OF U.S. HIGHWAY 54.  IT IS ABOUT 2-1/2 MILES
 GL1346'EAST-NORTHEAST OF CONLEN, AND ABOUT 7-1/2 MILES AIRLINE
 GL1346'WEST-SOUTHWEST OF STRATFORD.
 GL1346'
 GL1346'THE STATION IS A STANDARD DISK STAMPED STRAT 1953 AND SET IN THE
 GL1346'TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER AND
 GL1346'PROJECTS 2 INCHES.  IT IS 12-1/2 FEET NORTH OF A TRIANGULAR
 GL1346'BLAZED POWER POLE, 64 FEET NORTHWEST OF THE CENTER LINE OF THE
 GL1346'HIGHWAY, AND 5 FEET NORTHWEST OF A WHITE WITNESS POST.
 GL1346'
 GL1346'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED STRAT NO 1
 GL1346'1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 2
 GL1346'INCHES.  IT IS 85 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GL1346'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GL1346'
 GL1346'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED STRAT NO
 GL1346'2 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS FLUSH
 GL1346'WITH THE GROUND.  IT IS 58-1/2 FEET NORTHWEST OF THE CENTER LINE
 GL1346'OF THE HIGHWAY, AND ABOUT THE SAME ELEVATION AS THE STATION.
 GL1346'
 GL1346'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STRAT 1953 AND SET
 GL1346'IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 2 INCHES.  IT IS
 GL1346'48-1/2 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 54,
 GL1346'2-1/2 FEET NORTHWEST OF A POWER POLE.  TO REACH THE MARK FROM THE
 GL1346'STATION GO WEST-SOUTHWEST ON U.S. HIGHWAY 54 FOR 1.2 MILES TO THE
 GL1346'MARK ON THE RIGHT.
 GL1346'
 GL1346'TO REACH THE STATION FROM THE POST OFFICE IN CONLEN GO
 GL1346'EAST-NORTHEAST ON U.S. HIGHWAY 54 FOR 2.4 MILES TO THE STATION ON
 GL1346'THE LEFT.
 GL1346'
 GL1346'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GL1346
 GL1346                          STATION RECOVERY (1968)
 GL1346
 GL1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (PD)
 GL1346'STATION RECOVERED AS DESCRIBED AND FOUND TO BE DESTROYED.
 GL1346'STATION MARK FOUND RESTING AGAINST A POWER POLE COMPLETELY OUT
 GL1346'OF THE GROUND.  REFERENCE MARKS AND AZIMUTH MARK NOT SEARCHED FOR.
 GL1346
 GL1346                          STATION RECOVERY (1969)
 GL1346
 GL1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GL1346'STATION SURFACE MARK FOUND DESTROYED.  UNDERGROUND STATION MARK,
 GL1346'REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 GL1346'GOOD CONDITION.  A NEW SURFACE MARK WAS SET IN ITS ORIGINAL
 GL1346'POSITION, AND STAMPED STRAT 1953 1969.  A CHECK
 GL1346'WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS AND FOUND TO
 GL1346'BE CORRECT.
 GL1346'
 GL1346'THE 1953 DESCRIPTION AS DESCRIBED BY W.R.H. IS ADEQUATE FOR
 GL1346'RECOVERY.
 GL1346'
 GL1346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MI. ENE
 GL1346'OF CONLEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1342 ***********************************************************************
 GL1342  DESIGNATION -  STRATFORD GRAIN CO SW ELEVATOR
 GL1342  PID         -  GL1342
 GL1342  STATE/COUNTY-  TX/SHERMAN
 GL1342  USGS QUAD   -  STRATFORD (1964)
 GL1342
 GL1342                         *CURRENT SURVEY CONTROL
 GL1342  ___________________________________________________________________
 GL1342* NAD 83(1993)-  36 20 01.53758(N)    102 04 16.56034(W)     ADJUSTED  
 GL1342* NAVD 88     -                                                        
 GL1342  ___________________________________________________________________
 GL1342  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 GL1342  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 GL1342
 GL1342  HORZ ORDER  -  THIRD
 GL1342
 GL1342.The horizontal coordinates were established by classical geodetic methods
 GL1342.and adjusted by the National Geodetic Survey in February 1996..
 GL1342
 GL1342
 GL1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1342
 GL1342.The geoid height was determined by GEOID03.
 GL1342
 GL1342;                    North         East     Units Scale Factor Converg.
 GL1342;SPC TX N     - 1,259,061.332   148,708.701   MT  1.00003856   -0 19 51.9
 GL1342;SPC TX N     - 4,130,770.39    487,888.46   sFT  1.00003856   -0 19 51.9
 GL1342;UTM  13      - 4,024,951.113   762,877.433   MT  1.00045152   +1 44 10.4
 GL1342;UTM  14      - 4,025,348.480   224,325.440   MT  1.00053646   -1 49 15.0
 GL1342
 GL1342                          SUPERSEDED SURVEY CONTROL
 GL1342
 GL1342  NAD 83(1993)-  36 20 01.53726(N)    102 04 16.56061(W) AD(       ) 4
 GL1342  NAD 83(1986)-  36 20 01.54804(N)    102 04 16.54793(W) AD(       ) 4
 GL1342  NAD 27      -  36 20 01.42800(N)    102 04 14.91800(W) AD(       ) 3
 GL1342
 GL1342.Superseded values are not recommended for survey control.
 GL1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1342.See file dsdata.txt to determine how the superseded data were derived.
 GL1342
 GL1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6287724951(NAD 83)
 GL1342_MARKER: 65 = GRAIN ELEVATOR
 GL1342
 GL1342  HISTORY     - Date     Condition        Report By
 GL1342  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1342
 GL1342                          STATION DESCRIPTION
 GL1342
 GL1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1342'STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 54 IN
 GL1342'THE SOUTH PART OF THE TOWN OF STRAFFORD.  THE ELEVATOR
 GL1342'CONSISTS OF 10 CYLINDRICAL SHAPED CONCRETE TANKS THAT ARE
 GL1342'100 FEET IN HEIGHT.  A HEAD HOUSE, THAT IS 20 FEET IN HEIGHT,
 GL1342'IS MOUNTED ON TOP OF THE TANKS.  THE CENTER OF THE HEAD HOUSE
 GL1342'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1343 ***********************************************************************
 GL1343  DESIGNATION -  STRATFORD GROUND
 GL1343  PID         -  GL1343
 GL1343  STATE/COUNTY-  TX/SHERMAN
 GL1343  USGS QUAD   -  STRATFORD (1964)
 GL1343
 GL1343                         *CURRENT SURVEY CONTROL
 GL1343  ___________________________________________________________________
 GL1343* NAD 83(1993)-  36 20 05.06803(N)    102 04 09.09597(W)     ADJUSTED  
 GL1343* NAVD 88     -      1125.     (meters)    3691.     (feet)  VERTCON   
 GL1343  ___________________________________________________________________
 GL1343  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 GL1343  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 GL1343
 GL1343  HORZ ORDER  -  SECOND
 GL1343
 GL1343.The horizontal coordinates were established by classical geodetic methods
 GL1343.and adjusted by the National Geodetic Survey in February 1996..
 GL1343
 GL1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1343
 GL1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1343
 GL1343.The geoid height was determined by GEOID03.
 GL1343
 GL1343;                    North         East     Units Scale Factor Converg.
 GL1343;SPC TX N     - 1,259,169.082   148,895.489   MT  1.00003883   -0 19 47.5
 GL1343;SPC TX N     - 4,131,123.90    488,501.28   sFT  1.00003883   -0 19 47.5
 GL1343;UTM  13      - 4,025,065.579   763,060.289   MT  1.00045271   +1 44 15.0
 GL1343;UTM  14      - 4,025,451.389   224,515.061   MT  1.00053517   -1 49 10.7
 GL1343
 GL1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1343!SPC TX N     -   0.99982753  x   1.00003883  =   0.99986635
 GL1343!UTM  13      -   0.99982753  x   1.00045271  =   1.00028016
 GL1343!UTM  14      -   0.99982753  x   1.00053517  =   1.00036261
 GL1343
 GL1343                          SUPERSEDED SURVEY CONTROL
 GL1343
 GL1343  NAD 83(1993)-  36 20 05.06769(N)    102 04 09.09626(W) AD(       ) 2
 GL1343  NAD 83(1986)-  36 20 05.07877(N)    102 04 09.08470(W) AD(       ) 2
 GL1343  NAD 27      -  36 20 04.97200(N)    102 04 07.46300(W) AD(       ) 2
 GL1343  NGVD 29 (07/19/86) 1124.     (m)         3688.     (f) VERT ANG       
 GL1343
 GL1343.Superseded values are not recommended for survey control.
 GL1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1343.See file dsdata.txt to determine how the superseded data were derived.
 GL1343
 GL1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6306025066(NAD 83)
 GL1343_MARKER: DS = TRIANGULATION STATION DISK
 GL1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1343
 GL1343  HISTORY     - Date     Condition        Report By
 GL1343  HISTORY     - 1935     MONUMENTED       CGS
 GL1343  HISTORY     - 1953     GOOD             CGS
 GL1343  HISTORY     - 1964     GOOD             CGS
 GL1343  HISTORY     - 1971     GOOD             NGS
 GL1343
 GL1343                          STATION DESCRIPTION
 GL1343
 GL1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL1343'STATION IS AT THE BASE OF THE SE UNIT OF THE CONCRETE ELEVATOR OWNED
 GL1343'BY THE RIFFE BROTHERS.  THE ELEVATOR IS IN THE SE PART OF THE TOWN
 GL1343'OF STRATFORD, ON THE SE SIDE OF THE RAILROAD.  THE STATION IS
 GL1343'3.35 FEET E OF THE BASE OF THE SE UNIT, AND IS 88 FEET NW OF THE
 GL1343'CENTER OF U.S. HIGHWAY 54.  THE MARK PROJECTS 8 INCHES.
 GL1343'
 GL1343'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GL1343'BRONZE DISKS SET IN CONCRETE.
 GL1343'
 GL1343'REFERENCE MARK NO. 1 IS E OF THE STATION, 43 FEET NW OF THE
 GL1343'CENTER OF THE HIGHWAY, AND PROJECTS 6 INCHES.
 GL1343'
 GL1343'REFERENCE MARK NO. 2 IS N OF THE STATION, 51.2 FEET SE OF THE
 GL1343'SE RAIL OF THE MAIN TRACK OF THE RAILROAD, 58.8 FEET NE OF THE
 GL1343'WALL OF THE NE UNIT OF THE ELEVATOR, AND PROJECTS 5 INCHES.
 GL1343'
 GL1343'THE AZIMUTH MARK IS ENE OF THE STATION, 44 FEET SE OF THE CENTER
 GL1343'OF THE HIGHWAY, 6 FEET SE OF THE FENCE CORNER POST, AND PROJECTS
 GL1343'5 INCHES.
 GL1343
 GL1343                          STATION RECOVERY (1953)
 GL1343
 GL1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1343'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GL1343'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 GL1343'
 GL1343'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF STRATFORD, ABOUT
 GL1343'3.3 FEET EAST OF THE BASE OF THE SOUTHEAST UNIT OF THE CONCRETE
 GL1343'ELEVATOR OWNED BY THE RIFFE BROTHERS, 88 FEET NORTHWEST OF THE
 GL1343'CENTERLINE OF U.S. HIGHWAY 54 AND 150 FEET SOUTH OF THE SOUTH
 GL1343'RAIL OF THE RAILROAD TRACKS.
 GL1343'
 GL1343'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 54 AND FARM ROAD
 GL1343'287 IN STRATFORD, GO NORTHEAST, ON U.S. HIGHWAY 54, FOR 0.2
 GL1343'MILE TO THE CONCRETE ELEVATOR AND THE STATION.
 GL1343'
 GL1343'THE STATION MARK IS A STANDARD DISK, STAMPED STRATFORD GROUND
 GL1343'1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 GL1343'PROJECTS ABOUT 7 INCHES.
 GL1343'
 GL1343'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED STRATFORD
 GL1343'GROUND NO 1 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 GL1343'MONUMENT WHICH PROJECTS ABOUT 1 INCH AND IS ABOUT 12 INCHES LOWER
 GL1343'THAN THE STATION.  IT IS LOCATED 33 FEET NORTH OF THE CENTERLINE
 GL1343'OF U.S. HIGHWAY 54.
 GL1343'
 GL1343'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED STRATFORD
 GL1343'GROUND NO 2 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 GL1343'MONUMENT WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME
 GL1343'ELEVATION AS THE STATION.  IT IS LOCATED 25 FEET SOUTH OF THE
 GL1343'SOUTH RAIL OF THE RAILROAD TRACKS AND 67 FEET EAST OF NORTHEAST
 GL1343'UNIT OF THE CONCETE ELEVATOR.
 GL1343'
 GL1343'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED STRATFORD GROUND
 GL1343'1935, SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 GL1343'ABOUT 3 INCHES.  IT IS LOCATED ALONG THE SOUTH SIDE OF U.S.
 GL1343'HIGHWAY 54, ABOUT 46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 GL1343'AND 8 FEET EAST NORTHEAST OF THE STREET SIGN LOVERIDGE ACRES.
 GL1343'
 GL1343'TO REACH, FROM THE STATION, GO NORTHEAST, ON U.S. HIGHWAY 54,
 GL1343'FOR 0.3 MILE TO THE AZIMUTH MARK.
 GL1343
 GL1343                          STATION RECOVERY (1964)
 GL1343
 GL1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 GL1343'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GL1343'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO.
 GL1343'2 WAS DESTROYED TO CLEAR THE AREA FOR POURING OF CONCRETE TO
 GL1343'BUILD A DRIVEWAY.  A NEW REFERENCE MARK NO. 3 WAS SET.
 GL1343'
 GL1343'THE STATION IS IN STRATFORD AT THE BASE OF THE SOUTHEAST UNIT OF
 GL1343'THE CONCRETE ELEVATOR OWNED BY THE RIFFE BROTHERS.
 GL1343'
 GL1343'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 GL1343'STATE HIGHWAY 287 IN STRATFORD, GO NORTHEAST ON U.S. HIGHWAY 54
 GL1343'FOR 0.25 MILE TO THE SECOND ELEVATOR AND STATION ON THE LEFT.
 GL1343'CONTINUE NORTHEAST OF U.S. HIGHWAY 54 FOR 0.3 MILE TO THE
 GL1343'AZIMUTH MARK ON THE RIGHT.
 GL1343'
 GL1343'STATION MARK IS A STANDARD DISK STAMPED STRATFORD GROUND 1935
 GL1343'AND SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT
 GL1343'8 INCHES.  IT IS 88 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 GL1343'150 FEET SOUTH OF THE SOUTH RAIL OF THE RAIL ROAD TRACKS, AND 3
 GL1343'FEET EAST OF THE BASE OF THE SOUTHEAST UNIT OF THE CONCRETE
 GL1343'ELEVATOR.
 GL1343'
 GL1343'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED STRATFORD GROUND
 GL1343'NO 1 1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 GL1343'ABOUT 3 INCHES.  IT IS 43 FEET NORTHWEST OF THE CENTER LINE OF
 GL1343'HIGHWAY.
 GL1343'
 GL1343'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED STRATFORD GROUND
 GL1343'NO 3 1935, IS CEMENTED IN A DRILL HOLE IN THE SOUTH CONCRETE WALL
 GL1343'THAT SUPPORTES THE TRUCK LIFT.  IT IS AT THE EAST SIDE OF THE
 GL1343'ELEVATOR, ABOUT 4 FEET ABOVE THE GROUND, AND 2 FEET WEST OF THE
 GL1343'EAST END OF THE WALL.
 GL1343'
 GL1343'AZIMUTH MARK, A STANDARD DISK STAMPED STRATFORD GROUND 1935, IS
 GL1343'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 3
 GL1343'INCHES.  IT IS 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 GL1343'IN THE SOUTHEAST ANGLE OF A STREET JUNCTION WITH THE HIGHWAY,
 GL1343'AND ON THE HIGHWAY RIGHT-OF-WAY.
 GL1343
 GL1343                          STATION RECOVERY (1971)
 GL1343
 GL1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GL1343'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 GL1343'CONDITION.  REFERENCE MARKS 1 AND 3 WERE REPLACED WITH REFERENCE
 GL1343'MARKS 4 AND 5 BY REQUEST OF PROPERTY OWNER.  REFERENCE MARKS 1
 GL1343'AND 3 WILL BE DESTROYED BY CONSTRUCTION OF NEW DRIVE-WAY TO
 GL1343'ELEVATOR.
 GL1343'
 GL1343'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GL1343'
 GL1343'STATION IS LOCATED AT THE ELEVATOR IN STRATFORD.  IT IS 3.3 FEET
 GL1343'SOUTHEAST OF THE APPROXIMATE CENTER OF THE SOUTH ONE OF THREE
 GL1343'LARGE ROUND CONCRETE ELEVATORS, 85 FEET NORTHWEST OF THE CENTER
 GL1343'OF U.S. HIGHWAY 54, 66 FEET SOUTH OF THE CENTER OF DRIVE-WAY
 GL1343'THROUGH OR BETWEEN THE ELEVATORS, 54 FEET SOUTHWEST OF THE
 GL1343'SOUTHWEST CORNER OF A LARGE TIN COVERED BUILDING AND 40 FEET WEST
 GL1343'OF THE CENTER OF DRIVE-WAY APPROACH TO ELEVATORS.  THE
 GL1343'STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 GL1343'THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED STRATFORD
 GL1343'GROUND 1935.
 GL1343'
 GL1343'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED STRATFORD GROUND
 GL1343'1935 NO 4 1971, SET IN A ROUND CONCRETE POST THAT PROJECTS ABOUT
 GL1343'3 INCHES.  IT IS 98 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 GL1343'54, 17 FEET NORTHEAST OF THE CENTER OF DRIVE-WAY APPROACH TO
 GL1343'ELEVATORS, 1 FOOT NORTH OF A HI-LINE POLE AND 1 FOOT SOUTHWEST OF
 GL1343'THE SOUTHWEST CORNER OF LARGE TIN COVERED BUILDING.
 GL1343'
 GL1343'REFERENCE MARK NO. 5 IS A STANDARD DISK, STAMPED STRATFORD GROUND
 GL1343'1935 NO 5 1971, SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 GL1343'GROUND.  IT IS 59 FEET WEST OF THE SOUTHWEST CORNER OF LARGE TIN
 GL1343'COVERED BUILDING, 38 FEET WEST OF THE CENTER OF DRIVE-WAY APPROACH
 GL1343'TO ELEVATORS, 29 FEET SOUTH OF THE CENTER OF DRIVEWAY THROUGH
 GL1343'ELEVATORS AND 1.5 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GL1343'THE CENTER ONE OF THE THREE ELEVATORS.
 GL1343'
 GL1343'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED STRATFORD
 GL1343'GROUND AZIMUTH 1935, SET IN A SQUARE CONCRETE POST THAT PROJECTS
 GL1343'3 INCHES.  IT IS 35 FEET NORTHEAST OF THE CENTER OF S. SPRUCE ST.,
 GL1343'52 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 54, AND 1.7
 GL1343'FEET NORTHWEST OF A METAL WITNESS POST.  (NOTE--NAME STRATFORD
 GL1343'IS MISSPELLED, A LEFT OUT)
 GL1343'
 GL1343'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON U.S.
 GL1343'HWY. 54 FOR 0.3 MILE TO MARK ON THE RIGHT.
 GL1343'
 GL1343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN STRATFORD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1345 ***********************************************************************
 GL1345  DESIGNATION -  STRATFORD ROOF 1935
 GL1345  PID         -  GL1345
 GL1345  STATE/COUNTY-  TX/SHERMAN
 GL1345  USGS QUAD   -  STRATFORD (1964)
 GL1345
 GL1345                         *CURRENT SURVEY CONTROL
 GL1345  ___________________________________________________________________
 GL1345* NAD 83(1993)-  36 20 05.01572(N)    102 04 09.21087(W)     ADJUSTED  
 GL1345* NAVD 88     -      1156.2    (meters)    3793.     (feet)  VERTCON   
 GL1345  ___________________________________________________________________
 GL1345  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 GL1345  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 GL1345
 GL1345  HORZ ORDER  -  SECOND
 GL1345
 GL1345.The horizontal coordinates were established by classical geodetic methods
 GL1345.and adjusted by the National Geodetic Survey in February 1996..
 GL1345
 GL1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1345
 GL1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1345
 GL1345.The geoid height was determined by GEOID03.
 GL1345
 GL1345;                    North         East     Units Scale Factor Converg.
 GL1345;SPC TX N     - 1,259,167.486   148,892.615   MT  1.00003883   -0 19 47.6
 GL1345;SPC TX N     - 4,131,118.66    488,491.85   sFT  1.00003883   -0 19 47.6
 GL1345;UTM  13      - 4,025,063.879   763,057.472   MT  1.00045269   +1 44 14.9
 GL1345;UTM  14      - 4,025,449.867   224,512.144   MT  1.00053519   -1 49 10.8
 GL1345
 GL1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1345!SPC TX N     -   0.99982256  x   1.00003883  =   0.99986138
 GL1345!UTM  13      -   0.99982256  x   1.00045269  =   1.00027517
 GL1345!UTM  14      -   0.99982256  x   1.00053519  =   1.00035765
 GL1345
 GL1345:                Primary Azimuth Mark                     Grid Az
 GL1345:SPC TX N     -  STRATFORD GROUND AZ MK                   059 40 54.4
 GL1345:UTM  13      -  STRATFORD GROUND AZ MK                   057 36 51.9
 GL1345:UTM  14      -  STRATFORD GROUND AZ MK                   061 10 17.6
 GL1345
 GL1345|---------------------------------------------------------------------|
 GL1345| PID    Reference Object                     Distance      Geod. Az  |
 GL1345|                                                           dddmmss.s |
 GL1345| CM9273 STRATFORD GROUND AZ MK                             0592106.8 |
 GL1345| GL1343 STRATFORD GROUND                      3.288 METERS 06038     |
 GL1345|---------------------------------------------------------------------|
 GL1345
 GL1345                          SUPERSEDED SURVEY CONTROL
 GL1345
 GL1345  NAD 83(1993)-  36 20 05.01539(N)    102 04 09.21116(W) AD(       ) 2
 GL1345  NAD 83(1986)-  36 20 05.02648(N)    102 04 09.19959(W) AD(       ) 2
 GL1345  NAD 27      -  36 20 04.91900(N)    102 04 07.57800(W) AD(       ) 2
 GL1345  NGVD 29 (07/19/86) 1155.7    (m)         3792.     (f) VERT ANG       
 GL1345
 GL1345.Superseded values are not recommended for survey control.
 GL1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1345.See file dsdata.txt to determine how the superseded data were derived.
 GL1345
 GL1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6305725064(NAD 83)
 GL1345_MARKER: DS = TRIANGULATION STATION DISK
 GL1345_SETTING: 0 = UNSPECIFIED SETTING
 GL1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1345
 GL1345  HISTORY     - Date     Condition        Report By
 GL1345  HISTORY     - 1935     MONUMENTED       CGS
 GL1345  HISTORY     - 1953     GOOD             CGS
 GL1345
 GL1345                          STATION DESCRIPTION
 GL1345
 GL1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL1345'STATION IS LOCATED ON THE TOP OF THE SE UNIT OF THE CONCRETE
 GL1345'ELEVATOR OWNED BY THE RIFFE BROTHERS.  THE ELEVATOR IS IN THE
 GL1345'SE PART OF THE TOWN OF STRATFORD AND IS ON THE SE SIDE OF THE
 GL1345'RAILROAD.
 GL1345'
 GL1345'THE MARK IS A STANDARD DISK SET WITH CEMENT IN THE ROOF WHICH
 GL1345'IS A REINFORCED CONCRETE SLAB.  THE MARK IS 19.3 FEET E OF THE E
 GL1345'CORNER OF THE CONVEYOR HOUSE WHICH PROJECTS ABOVE THE MAIN PART OF
 GL1345'THE ELEVATOR AND IS 7.6 FEET W OF THE E EDGE OF THE SE UNIT.  THE
 GL1345'MARK IS FLUSH WITH THE ROOF.
 GL1345'
 GL1345'THE STATION IS 101 FEET ABOVE THE GROUND MARK WHICH IS LOCATED
 GL1345'AT THE BASE OF THE ELEVATOR.
 GL1345
 GL1345                          STATION RECOVERY (1953)
 GL1345
 GL1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1345'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK WAS
 GL1345'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 GL1345'
 GL1345'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF STRATFORD AND ON
 GL1345'TOP OF THE CONCRETE ELEVATOR, ABOUT 19 FEET EAST OF THE SOUTHEAST
 GL1345'CORNER OF THE CONVEYOR HOUSE WHICH PROJECTS ABOVE THE MAIN PART OF
 GL1345'THE ELEVATOR AND 7.6 FEET WEST OF THE EAST EDGE OF THE SOUTHEAST
 GL1345'UNIT OF THE ELEVATOR.
 GL1345'
 GL1345'THE STATION MARK IS A STANDARD DISK, STAMPED STRATFORD ROOF 1935,
 GL1345'SET IN A DRILL HOLE IN THE CONCRETE ROOF OF THE ELEVATOR WHICH
 GL1345'IS ABOUT FLUSH WITH THE ROOF TOP AND IS ABOUT 101 FEET ABOVE THE
 GL1345'GROUND.
 GL1345'
 GL1345'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 54 AND FARM ROAD
 GL1345'287 IN STRATFORD, GO NORTHEAST, ON U.S. HIGHWAY 54, FOR 0.2
 GL1345'MILE TO THE ELEVATOR AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1341 ***********************************************************************
 GL1341  DESIGNATION -  STRATFORD SW PUB SER CO TANK
 GL1341  PID         -  GL1341
 GL1341  STATE/COUNTY-  TX/SHERMAN
 GL1341  USGS QUAD   -  STRATFORD (1964)
 GL1341
 GL1341                         *CURRENT SURVEY CONTROL
 GL1341  ___________________________________________________________________
 GL1341* NAD 83(1993)-  36 20 03.44846(N)    102 04 18.08839(W)     ADJUSTED  
 GL1341* NAVD 88     -                                                        
 GL1341  ___________________________________________________________________
 GL1341  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 GL1341  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 GL1341
 GL1341  HORZ ORDER  -  THIRD
 GL1341
 GL1341.The horizontal coordinates were established by classical geodetic methods
 GL1341.and adjusted by the National Geodetic Survey in February 1996..
 GL1341
 GL1341
 GL1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1341
 GL1341.The geoid height was determined by GEOID03.
 GL1341
 GL1341;                    North         East     Units Scale Factor Converg.
 GL1341;SPC TX N     - 1,259,120.454   148,670.932   MT  1.00003871   -0 19 52.7
 GL1341;SPC TX N     - 4,130,964.36    487,764.55   sFT  1.00003871   -0 19 52.7
 GL1341;UTM  13      - 4,025,008.858   762,837.540   MT  1.00045126   +1 44 09.6
 GL1341;UTM  14      - 4,025,408.594   224,289.203   MT  1.00053670   -1 49 16.0
 GL1341
 GL1341                          SUPERSEDED SURVEY CONTROL
 GL1341
 GL1341  NAD 83(1993)-  36 20 03.44815(N)    102 04 18.08862(W) AD(       ) 4
 GL1341  NAD 83(1986)-  36 20 03.45882(N)    102 04 18.07561(W) AD(       ) 4
 GL1341  NAD 27      -  36 20 03.35900(N)    102 04 16.46400(W) AD(       ) 3
 GL1341
 GL1341.Superseded values are not recommended for survey control.
 GL1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1341.See file dsdata.txt to determine how the superseded data were derived.
 GL1341
 GL1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6283825009(NAD 83)
 GL1341_MARKER: 53 = ELEVATED TANK
 GL1341
 GL1341  HISTORY     - Date     Condition        Report By
 GL1341  HISTORY     - 1931     FIRST OBSERVED   CGS
 GL1341  HISTORY     - 1953     GOOD             CGS
 GL1341  HISTORY     - 1953     GOOD             CGS
 GL1341  HISTORY     - 1969     GOOD             CGS
 GL1341
 GL1341                          STATION DESCRIPTION
 GL1341
 GL1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1341'STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 54
 GL1341'IN SOUTH PART OF THE TOWN OF STRATFORD.  IT IS A SILVER COLORED
 GL1341'TANK SUPPORTED BY FOUR LEGS CONSTRUCTED OF STRUCTURAL STEEL.
 GL1341'THE TANK IS ABOUT 100 FEET IN HEIGHT.  A BALL MOUNTED ON THE
 GL1341'TOP OF TANK WAS INTERSECTED.
 GL1341'
 GL1341'PROBABLY THE SAME AS STRATFORD, WEST TEXAS UTILITES CO., W.T.,
 GL1341'1931.
 GL1341
 GL1341                          STATION RECOVERY (1953)
 GL1341
 GL1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1341'STATION IS LOCATED IN THE SOUTHWEST PART OF THE TOWN OF STRATFORD
 GL1341'ABOUT 1 BLOCK NORTHWEST OF U.S. HIGHWAY 54 AND 1 BLOCK WEST
 GL1341'OF MAIN STREET.
 GL1341'
 GL1341'THE TANK IS SILVER COLORED, MOUNTED ON FOUR LEGS AND ABOUT
 GL1341'80 FEET IN HEIGHT.  THE BALL ON TOP OF TANK WAS INTERSECTED.
 GL1341
 GL1341                          STATION RECOVERY (1969)
 GL1341
 GL1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GL1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1525 ***********************************************************************
 GL1525  PACS        -  This is a Primary Airport Control Station.
 GL1525  DESIGNATION -  STRATPORT
 GL1525  PID         -  GL1525
 GL1525  STATE/COUNTY-  TX/SHERMAN
 GL1525  USGS QUAD   -  STRATFORD (1964)
 GL1525
 GL1525                         *CURRENT SURVEY CONTROL
 GL1525  ___________________________________________________________________
 GL1525* NAD 83(1993)-  36 20 41.13073(N)    102 03 05.00433(W)     ADJUSTED  
 GL1525* NAVD 88     -      1116.86   (meters)    3664.2    (feet)  GPS OBS   
 GL1525  ___________________________________________________________________
 GL1525  X           -  -1,074,072.719 (meters)                     COMP
 GL1525  Y           -  -5,030,922.469 (meters)                     COMP
 GL1525  Z           -   3,759,719.745 (meters)                     COMP
 GL1525  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 GL1525  ELLIP HEIGHT-        1091.43  (meters)          (10/24/00) GPS OBS
 GL1525  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 GL1525
 GL1525  HORZ ORDER  -  B
 GL1525  ELLP ORDER  -  FOURTH    CLASS II
 GL1525
 GL1525.This mark is at Stratford Fld (Q70) Airport (Q70)
 GL1525
 GL1525.The horizontal coordinates were established by GPS observations
 GL1525.and adjusted by the National Geodetic Survey in February 1996..
 GL1525
 GL1525.The orthometric height was determined by GPS observations and a
 GL1525.high-resolution geoid model.
 GL1525
 GL1525.GPS derived orthometric heights for airport stations designated as
 GL1525.PACS or SACS are published to 2 decimal places.  This maintains
 GL1525.centimeter relative accuracy between the PACS and SACS.  It does
 GL1525.not indicate centimeter accuracy relative to other marks which are
 GL1525.part of the NAVD 88 network.
 GL1525
 GL1525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1525
 GL1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1525
 GL1525.The ellipsoidal height was determined by GPS observations
 GL1525.and is referenced to NAD 83.
 GL1525
 GL1525.The geoid height was determined by GEOID03.
 GL1525
 GL1525;                    North         East     Units Scale Factor Converg.
 GL1525;SPC TX N     - 1,260,271.637   150,500.120   MT  1.00004165   -0 19 10.4
 GL1525;SPC TX N     - 4,134,741.20    493,765.81   sFT  1.00004165   -0 19 10.4
 GL1525;UTM  13      - 4,026,225.795   764,624.746   MT  1.00046288   +1 44 54.6
 GL1525;UTM  14      - 4,026,512.368   226,148.614   MT  1.00052411   -1 48 34.2
 GL1525
 GL1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1525!SPC TX N     -   0.99982874  x   1.00004165  =   0.99987038
 GL1525!UTM  13      -   0.99982874  x   1.00046288  =   1.00029154
 GL1525!UTM  14      -   0.99982874  x   1.00052411  =   1.00035276
 GL1525
 GL1525:                Primary Azimuth Mark                     Grid Az
 GL1525:SPC TX N     -  STRATPORT AZ MK                          054 13 27.1
 GL1525:UTM  13      -  STRATPORT AZ MK                          052 09 22.1
 GL1525:UTM  14      -  STRATPORT AZ MK                          055 42 50.9
 GL1525
 GL1525|---------------------------------------------------------------------|
 GL1525| PID    Reference Object                     Distance      Geod. Az  |
 GL1525|                                                           dddmmss.s |
 GL1525| GL1526 STRATPORT AZ MK                     APPROX. 0.7 KM 0535416.7 |
 GL1525|---------------------------------------------------------------------|
 GL1525
 GL1525                          SUPERSEDED SURVEY CONTROL
 GL1525
 GL1525  ELLIP H (02/20/96) 1091.44   (m)                       GP(       ) 1 2
 GL1525  NAD 83(1993)-  36 20 41.12874(N)    102 03 05.01453(W) AD(       ) 3
 GL1525  ELLIP H (02/16/96) 1091.41   (m)                       GP(       ) 5 1
 GL1525  NAD 83(1993)-  36 20 41.12922(N)    102 03 05.02390(W) AD(       ) 3
 GL1525  ELLIP H (12/21/93) 1088.17   (m)                       GP(       ) 4 1
 GL1525  ELLIP H (01/07/93) 1087.93   (m)                       GP(       ) 4 2
 GL1525  NAD 83(1986)-  36 20 41.13729(N)    102 03 05.00314(W) AD(       ) 3
 GL1525  NAD 27      -  36 20 41.03981(N)    102 03 03.34753(W) AD(       ) 3
 GL1525  NGVD 29 (12/08/88) 1116.5    (m)         3663.     (f) GPS OBS        
 GL1525
 GL1525.Superseded values are not recommended for survey control.
 GL1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1525.See file dsdata.txt to determine how the superseded data were derived.
 GL1525
 GL1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6462526226(NAD 83)
 GL1525_MARKER: I = METAL ROD
 GL1525_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1525_SP_SET: OBJECT DRIVEN INTO GROUND
 GL1525_STAMPING: STRATPORT 1988
 GL1525_MARK LOGO: NGS   
 GL1525_PROJECTION: PROJECTING 12 CENTIMETERS
 GL1525_MAGNETIC: I = MARKER IS A STEEL ROD
 GL1525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1525+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1995
 GL1525_ROD/PIPE-DEPTH: 2.4  meters
 GL1525_SLEEVE-DEPTH  : 0.9 meters
 GL1525
 GL1525  HISTORY     - Date     Condition        Report By
 GL1525  HISTORY     - 1988     MONUMENTED       NGS
 GL1525  HISTORY     - 19950603 GOOD             NGS
 GL1525
 GL1525                          STATION DESCRIPTION
 GL1525
 GL1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GL1525'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 GL1525'NORTHEAST OF STRATFORD, AT THE STRATFORD FIELD AIRPORT AND ALONG
 GL1525'THE RIGHT-OF-WAY FENCE FOR US HIGHWAY 54.
 GL1525'OWNERSHIP--SHERMAN COUNTY, PO BOX 165, STRATFORD TX 79084.  AIRPORT
 GL1525'MANAGER IS W.D. BRANNON, PHONE 806-396-2157.
 GL1525'
 GL1525'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 54 AND STATE
 GL1525'HIGHWAY 15 IN STRATFORD, GO NORTHEAST ON US HIGHWAY 54 FOR 1.7 KM
 GL1525'(1.05 MI) TO A PAVED ROAD RIGHT.  BEAR RIGHT AND GO EAST FOR 0.2 KM
 GL1525'(0.15 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 GL1525'SOUTHWEST FOR 0.1 KM (0.05 MI) TO THE SOUTHWEST END OF RUNWAY.
 GL1525'TURN RIGHT AND GO NORTHEAST ALONG THE RUNWAY FOR 0.2 KM (0.15 MI)
 GL1525'TO THE STATION ON THE LEFT IN FENCELINE.
 GL1525'
 GL1525'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GL1525'DRIVEN INTO THE GROUND 2.4 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 GL1525'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 GL1525'PIPE WITH A LOGO CAP STAMPED---STRATPORT 1988---, THE ROD IS
 GL1525'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 32.9 METERS (108.0
 GL1525'FT) NORTHWEST FROM CENTER OF RUNWAY, 16.2 METERS (53.0 FT)
 GL1525'SOUTHEAST FROM EDGE OF US HIGHWAY 54, 1.2 METERS (4.0 FT) SOUTHEAST
 GL1525'FROM FENCE AND 0.9 METER (3.0 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS
 GL1525'WITNESS POST.
 GL1525'
 GL1525'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 GL1525'ROD DRIVEN INTO THE GROUND 3.6 METERS AND INSIDE A 1-INCH PVC PIPE
 GL1525'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 GL1525'PVC PIPE WITH A LOGO CAP STAMPED---SPEARPORT AZ MK 1988---, THE ROD
 GL1525'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 22.3 METERS
 GL1525'(73.0 FT) NORTH FROM EDGE OF TURN AROUND, 15.8 METERS (52.0 FT)
 GL1525'SOUTHEAST FROM EDGE OF US HIGHWAY 54 AND 0.9 METER (3.0 FT)
 GL1525'SOUTHEAST FROM A FIBERGLASS WITNESS POST IN FENCELINE.
 GL1525'
 GL1525'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GL1525'
 GL1525'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GL1525'
 GL1525'DESCRIBED BY D.A. BOWLING.
 GL1525
 GL1525                          STATION RECOVERY (1995)
 GL1525
 GL1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GL1525'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI)  NORTHEAST OF STRATFORD,
 GL1525'AT THE STRATFORD FIELD AIRPORT.  NEAR THE SOUTHWEST SIDE OF RUNWAY END
 GL1525'4, NORTHWEST OF THE RUNWAY, ALONG THE BOUNDRY FENCE NORTH OF THE
 GL1525'OFFICE.  OWNERSHIP--SHERMAN COUNTY, P.O.  BOX 165, STRATFORD, TX.
 GL1525'79084.  AIRPORT MANAGER W.D.  BRANNON, PHONE 806-396-2157.  TO REACH
 GL1525'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 54 AND STATE HIGHWAY 15
 GL1525'IN STRATFORD, GO NORTHEAST, 1.7 KM (1.05 MI)  ON HIGHWAY 54 TO A PAVED
 GL1525'ROAD RIGHT.  BEAR RIGHT, EAST, 0.2 KM (0.10 MI)  TO THE AIRPORT
 GL1525'ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST, 0.1 KM (0.05 MI)  TO THE
 GL1525'SOUTHWEST END OF RUNWAY 4.  TURN RIGHT, NORTHEAST, 0.25 KM (0.15 MI)
 GL1525'ALONG THE RUNWAY TO THE STATION ON THE LEFT, NEAR THE FENCELINE.
 GL1525'STATION IS 32.8 M (107.6 FT)  NORTHWEST OF THE RUNWAY CENTERLINE, 16.2
 GL1525'M (53.1 FT)  SOUTHEAST OF THE EDGE OF HIGHWAY 54, 13.6 M (44.6 FT)
 GL1525'SOUTHWEST OF A GAS PIPELINE VENT AND WARNING SIGN, AND 1.1 M (3.6 FT)
 GL1525'SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 GL1525'POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS
 GL1525'A REQUIREMENTS.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1526 ***********************************************************************
 GL1526  SACS        -  This is a Secondary Airport Control Station.
 GL1526  DESIGNATION -  STRATPORT AZ MK
 GL1526  PID         -  GL1526
 GL1526  STATE/COUNTY-  TX/SHERMAN
 GL1526  USGS QUAD   -  STRATFORD (1964)
 GL1526
 GL1526                         *CURRENT SURVEY CONTROL
 GL1526  ___________________________________________________________________
 GL1526* NAD 83(1993)-  36 20 54.10168(N)    102 02 43.01111(W)     ADJUSTED  
 GL1526* NAVD 88     -      1113.11   (meters)    3651.9    (feet)  GPS OBS   
 GL1526  ___________________________________________________________________
 GL1526  X           -  -1,073,486.194 (meters)                     COMP
 GL1526  Y           -  -5,030,802.216 (meters)                     COMP
 GL1526  Z           -   3,760,039.594 (meters)                     COMP
 GL1526  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 GL1526  ELLIP HEIGHT-        1087.66  (meters)          (02/05/01) GPS OBS
 GL1526  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 GL1526
 GL1526  HORZ ORDER  -  FIRST
 GL1526  ELLP ORDER  -  FIFTH     CLASS I
 GL1526
 GL1526.This mark is at Stratford Fld (Q70) Airport (Q70)
 GL1526
 GL1526.The horizontal coordinates were established by GPS observations
 GL1526.and adjusted by the National Geodetic Survey in June 1997..
 GL1526
 GL1526.The orthometric height was determined by GPS observations and a
 GL1526.high-resolution geoid model.
 GL1526
 GL1526.GPS derived orthometric heights for airport stations designated as
 GL1526.PACS or SACS are published to 2 decimal places.  This maintains
 GL1526.centimeter relative accuracy between the PACS and SACS.  It does
 GL1526.not indicate centimeter accuracy relative to other marks which are
 GL1526.part of the NAVD 88 network.
 GL1526
 GL1526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1526
 GL1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1526
 GL1526.The ellipsoidal height was determined by GPS observations
 GL1526.and is referenced to NAD 83.
 GL1526
 GL1526.The geoid height was determined by GEOID03.
 GL1526
 GL1526;                    North         East     Units Scale Factor Converg.
 GL1526;SPC TX N     - 1,260,668.419   151,050.762   MT  1.00004267   -0 18 57.6
 GL1526;SPC TX N     - 4,136,042.97    495,572.37   sFT  1.00004267   -0 18 57.6
 GL1526;UTM  13      - 4,026,642.366   765,160.938   MT  1.00046638   +1 45 08.1
 GL1526;UTM  14      - 4,026,894.882   226,709.657   MT  1.00052032   -1 48 21.7
 GL1526
 GL1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1526!SPC TX N     -   0.99982933  x   1.00004267  =   0.99987199
 GL1526!UTM  13      -   0.99982933  x   1.00046638  =   1.00029563
 GL1526!UTM  14      -   0.99982933  x   1.00052032  =   1.00034956
 GL1526
 GL1526:                Primary Azimuth Mark                     Grid Az
 GL1526:SPC TX N     -  STRATPORT                                234 13 27.4
 GL1526:UTM  13      -  STRATPORT                                232 09 21.7
 GL1526:UTM  14      -  STRATPORT                                235 42 51.5
 GL1526
 GL1526|---------------------------------------------------------------------|
 GL1526| PID    Reference Object                     Distance      Geod. Az  |
 GL1526|                                                           dddmmss.s |
 GL1526| GL1525 STRATPORT                           APPROX. 0.7 KM 2335429.8 |
 GL1526|---------------------------------------------------------------------|
 GL1526
 GL1526                          SUPERSEDED SURVEY CONTROL
 GL1526
 GL1526  ELLIP H (06/16/97) 1087.67   (m)                       GP(       ) 5 1
 GL1526  NAD 83(1993)-  36 20 54.10010(N)    102 02 43.02105(W) AD(       ) 3
 GL1526  ELLIP H (02/16/96) 1087.65   (m)                       GP(       ) 5 1
 GL1526  NAD 83(1993)-  36 20 54.10060(N)    102 02 43.03042(W) AD(       ) 3
 GL1526  ELLIP H (12/21/93) 1084.41   (m)                       GP(       ) 4 1
 GL1526  ELLIP H (01/07/93) 1084.17   (m)                       GP(       ) 4 2
 GL1526  NAD 83(1986)-  36 20 54.10865(N)    102 02 43.00966(W) AD(       ) 3
 GL1526  NAD 27      -  36 20 54.01129(N)    102 02 41.35462(W) AD(       ) 3
 GL1526  NGVD 29 (12/08/88) 1112.7    (m)         3651.     (f) GPS OBS        
 GL1526
 GL1526.Superseded values are not recommended for survey control.
 GL1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1526.See file dsdata.txt to determine how the superseded data were derived.
 GL1526
 GL1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6516126642(NAD 83)
 GL1526_MARKER: I = METAL ROD
 GL1526_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1526_SP_SET: OBJECT DRIVEN INTO GROUND
 GL1526_STAMPING: STRATPORT AZ MK 1988
 GL1526_MARK LOGO: NGS   
 GL1526_MAGNETIC: I = MARKER IS A STEEL ROD
 GL1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1526+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1995
 GL1526
 GL1526  HISTORY     - Date     Condition        Report By
 GL1526  HISTORY     - 1988     MONUMENTED       NGS
 GL1526  HISTORY     - 19950603 GOOD             NGS
 GL1526
 GL1526                          STATION DESCRIPTION
 GL1526
 GL1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GL1526'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 GL1526'NORTHEAST OF STRATFORD, AT THE STRATFORD FIELD AIRPORT AND ALONG
 GL1526'THE RIGHT-OF-WAY FENCE FOR US HIGHWAY 54.
 GL1526'OWNERSHIP--SHERMAN COUNTY, PO BOX 165, STRATFORD TX 79084.  AIRPORT
 GL1526'MANAGER IS W.D. BRANNON, PHONE 806-396-2157.
 GL1526'
 GL1526'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 54 AND STATE
 GL1526'HIGHWAY 15 IN STRATFORD, GO NORTHEAST ON US HIGHWAY 54 FOR 1.7 KM
 GL1526'(1.05 MI) TO A PAVED ROAD RIGHT.  BEAR RIGHT AND GO EAST FOR 0.2 KM
 GL1526'(0.15 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 GL1526'SOUTHWEST FOR 0.1 KM (0.15 MI) TO THE SOUTHWEST END OF THE RUNWAY.
 GL1526'TURN RIGHT AND GO NORTHEAST ALONG THE RUNWAY FOR 1.0 KM (0.6 MI) TO
 GL1526'END OF RUNWAY AND THE MARK JUST AHEAD ON LEFT IN FENCELINE.
 GL1526'
 GL1526'THE STATION MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 GL1526'ROD DRIVEN INTO THE GROUND 3.6 METERS AND INSIDE A 1-INCH PVC PIPE
 GL1526'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 GL1526'PVC PIPE WITH A LOGO CAP STAMPED---SPEARPORT AZ MK 1988---, THE ROD
 GL1526'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 22.3 METERS
 GL1526'(73.0 FT) NORTH FROM EDGE OF TURN AROUND, 15.8 METERS (52.0 FT)
 GL1526'SOUTHEAST FROM EDGE OF US HIGHWAY 54 AND 0.9 METER (3.0 FT)
 GL1526'SOUTHEAST FROM A FIBERGLASS WITNESS POST IN FENCELINE.
 GL1526'
 GL1526'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GL1526'
 GL1526'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GL1526'
 GL1526'DESCRIBED BY D.A. BOWLING.
 GL1526
 GL1526                          STATION RECOVERY (1995)
 GL1526
 GL1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GL1526'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHEAST OF STRATFORD,
 GL1526'AT THE STRATFORD FIELD AIRPORT.  NEAR THE NORTHWEST END OF RUNWAY END
 GL1526'22, IN LINE WITH THE THRESHOLD LIGHTS, ALONG THE BOUNDRY FENCE.
 GL1526'OWNERSHIP--SHERMAN COUNTY, P.O.  BOX 165, STRATFORD, TX.  79084.
 GL1526'AIRPORT MANAGER W.D.  BRANNON, PHONE 806-396-2157.  TO REACH THE
 GL1526'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 54 AND STATE HIGHWAY 15 IN
 GL1526'STRATFORD, GO NORTHEAST, 1.7 KM (1.05 MI) ON HIGHWAY 54 TO A PAVED
 GL1526'ROAD RIGHT.  BEAR RIGHT, EAST, 0.2 KM (0.10 MI) TO THE AIRPORT
 GL1526'ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST, 0.1 KM (0.05 MI) TO THE
 GL1526'SOUTHWEST END OF RUNWAY 4.  TURN RIGHT, NORTHEAST, 0.93 KM (0.55 MI)
 GL1526'ALONG THE RUNWAY TO ITS END AND THE STATION ON THE LEFT, IN LINE WITH
 GL1526'THE THRESHOLD LIGHTS.  STATION IS 15.8 M (51.8 FT) SOUTHEAST OF THE
 GL1526'EDGE OF HIGHWAY 54, 18.2 M (59.7 FT) NORTHWEST OF AND IN LINE WITH THE
 GL1526'MOST NORTHWEST THRESHOLD LIGHT, AND 0.9 M (3.0 FT) SOUTHEAST OF A
 GL1526'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GL1526'5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 GL1526'NOTE--THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1031 ***********************************************************************
 CT1031  DESIGNATION -  STRAWN
 CT1031  PID         -  CT1031
 CT1031  STATE/COUNTY-  TX/PALO PINTO
 CT1031  USGS QUAD   -  STRAWN WEST (1967)
 CT1031
 CT1031                         *CURRENT SURVEY CONTROL
 CT1031  ___________________________________________________________________
 CT1031* NAD 83(1993)-  32 32 11.64818(N)    098 31 16.19609(W)     ADJUSTED  
 CT1031* NAVD 88     -       437.5    (meters)    1435.     (feet)  VERTCON   
 CT1031  ___________________________________________________________________
 CT1031  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CT1031  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT1031
 CT1031  HORZ ORDER  -  THIRD
 CT1031
 CT1031.The horizontal coordinates were established by classical geodetic methods
 CT1031.and adjusted by the National Geodetic Survey in February 1996..
 CT1031
 CT1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1031
 CT1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1031
 CT1031.The geoid height was determined by GEOID03.
 CT1031
 CT1031;                    North         East     Units Scale Factor Converg.
 CT1031;SPC TXNC     - 2,096,464.219   598,011.906   MT  0.99991275   -0 00 41.6
 CT1031;SPC TXNC     - 6,878,149.69  1,961,977.39   sFT  0.99991275   -0 00 41.6
 CT1031;UTM  14      - 3,600,013.890   544,963.318   MT  0.99962493   +0 15 27.1
 CT1031
 CT1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1031!SPC TXNC     -   0.99993586  x   0.99991275  =   0.99984861
 CT1031!UTM  14      -   0.99993586  x   0.99962493  =   0.99956081
 CT1031
 CT1031:                Primary Azimuth Mark                     Grid Az
 CT1031:SPC TXNC     -  HINKSON                                  042 24 31.0
 CT1031:UTM  14      -  HINKSON                                  042 08 22.3
 CT1031
 CT1031|---------------------------------------------------------------------|
 CT1031| PID    Reference Object                     Distance      Geod. Az  |
 CT1031|                                                           dddmmss.s |
 CT1031| CT0990 HINKSON                             APPROX.13.5 KM 0422349.4 |
 CT1031|---------------------------------------------------------------------|
 CT1031
 CT1031                          SUPERSEDED SURVEY CONTROL
 CT1031
 CT1031  NAD 83(1986)-  32 32 11.65220(N)    098 31 16.18035(W) AD(       ) 3
 CT1031  NAD 27      -  32 32 11.18255(N)    098 31 14.98653(W) AD(       ) 3
 CT1031  NGVD 29 (07/19/86)  437.4    (m)         1435.     (f) VERT ANG       
 CT1031
 CT1031.Superseded values are not recommended for survey control.
 CT1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1031.See file dsdata.txt to determine how the superseded data were derived.
 CT1031
 CT1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4496300014(NAD 83)
 CT1031_MARKER: DD = SURVEY DISK
 CT1031_SETTING: 66 = SET IN ROCK OUTCROP
 CT1031_SP_SET: SET IN ROCK OUTCROP
 CT1031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT1031+STABILITY: POSITION/ELEVATION WELL
 CT1031
 CT1031  HISTORY     - Date     Condition        Report By
 CT1031  HISTORY     - 1957     MONUMENTED       USGS
 CT1031
 CT1031                          STATION DESCRIPTION
 CT1031
 CT1031'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CT1031'STATION IS LOCATED ABOUT 1.5 MI. (AIRLINE) SW. OF STRAWN, PALO PINTO
 CT1031'COUNTY, TEXAS.  ABOUT 1.0 MI. S. OF THE C. P. RAILROAD AND 1.2 MI. W.
 CT1031'OF STATE HIGHWAY 16 ON THE EASTERN TIP OF A PROMINENT BUTTE.
 CT1031'
 CT1031'TO REACH THE STATION FROM STRAWN, JUNCTION OF STATE HIGHWAYS 16 AND
 CT1031'108, PROCEED S. 0.2 MI. TO RAILROAD CROSSING AND RD. W. ON S. SIDE OF
 CT1031'TRACKS, TURN RIGHT AND GO 2.1 MI. W. ALONG GRADED RD. TO GATE ON THE
 CT1031'LEFT (S.), TURN LEFT AND FOLLOW FIELD RD. 0.6 MI. TO IRON GATE, PASS
 CT1031'THROUGH GATE AND CONTINUE 1.2 MI. S. AND E. TO THE W. END OF A BUTTE
 CT1031'AND END OF TRUCK TRAVEL.  STATION IS THEN ABOUT A 10 MINUTE PACK TO
 CT1031'THE EASTERN TIP OF THE BUTTE.
 CT1031'
 CT1031'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN LIMESTONE
 CT1031'OUTCROP LEVEL WITH THE SURROUNDING GROUND, STAMPED ---STRAWN 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0420 ***********************************************************************
 AM0420  DESIGNATION -  STRAY 1934
 AM0420  PID         -  AM0420
 AM0420  STATE/COUNTY-  TX/BRAZORIA
 AM0420  USGS QUAD   -  FREEPORT (1974)
 AM0420
 AM0420                         *CURRENT SURVEY CONTROL
 AM0420  ___________________________________________________________________
 AM0420* NAD 83(1993)-  28 58 31.89679(N)    095 16 45.67627(W)     ADJUSTED  
 AM0420* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AM0420  ___________________________________________________________________
 AM0420  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AM0420  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AM0420
 AM0420  HORZ ORDER  -  THIRD
 AM0420
 AM0420.The horizontal coordinates were established by classical geodetic methods
 AM0420.and adjusted by the National Geodetic Survey in February 1996..
 AM0420
 AM0420.The orthometric height was scaled from a topographic map.
 AM0420
 AM0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0420
 AM0420.The geoid height was determined by GEOID03.
 AM0420
 AM0420;                    North         East     Units Scale Factor Converg.
 AM0420;SPC TXSC     - 4,132,353.075   962,517.332   MT  0.99988278   +1 49 22.0
 AM0420;SPC TXSC     -13,557,561.71  3,157,858.95   sFT  0.99988278   +1 49 22.0
 AM0420;UTM  15      - 3,207,415.010   277,907.438   MT  1.00020872   -1 06 16.8
 AM0420
 AM0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0420!SPC TXSC     -   1.00000415  x   0.99988278  =   0.99988693
 AM0420!UTM  15      -   1.00000415  x   1.00020872  =   1.00021287
 AM0420
 AM0420                          SUPERSEDED SURVEY CONTROL
 AM0420
 AM0420  NAD 83(1986)-  28 58 31.90575(N)    095 16 45.65629(W) AD(       ) 3
 AM0420  NAD 27      -  28 58 31.02100(N)    095 16 44.88600(W) AD(       ) 3
 AM0420
 AM0420.Superseded values are not recommended for survey control.
 AM0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0420.See file dsdata.txt to determine how the superseded data were derived.
 AM0420
 AM0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7790707415(NAD 83)
 AM0420_MARKER: DS = TRIANGULATION STATION DISK
 AM0420_SETTING: 0 = UNSPECIFIED SETTING
 AM0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0420
 AM0420  HISTORY     - Date     Condition        Report By
 AM0420  HISTORY     - 1933     MONUMENTED       CGS
 AM0420  HISTORY     - 1960     MARK NOT FOUND   CGS
 AM0420  HISTORY     - 19950501 MARK NOT FOUND   USPSQD
 AM0420  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0420
 AM0420                          STATION DESCRIPTION
 AM0420
 AM0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AM0420'ABOUT 4.4 MILES (AIR LINE) ENE FROM FREEPORT, ON THE N BANK
 AM0420'OF THE INTRACOASTAL CANAL, IN OPEN AREA, ON PRAIRIE GRAZING
 AM0420'LAND.  IT IS 19.9 METERS (310 DEG MAG.) FROM N BANK OF INTRACOASTAL
 AM0420'CANAL AND 54 METERS FROM 6-FOOT BANK AT NE CORNER OF INTERSECTION
 AM0420'OF CANAL AND BAYOU LEADING N.
 AM0420'
 AM0420'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AM0420'
 AM0420'NO REFERENCE MARK WAS SET.
 AM0420'
 AM0420'BRAZOS RIVER LIGHT AT VELASCO IS IN MAGNETIC BEARING 212
 AM0420'DEG.
 AM0420'
 AM0420'FREEPORT, WATER TANK IS IN MAGNETIC BEARING 239 DEG.
 AM0420'
 AM0420'CUPOLA OF THE COAST GUARD STATION AT VELASCO IS IN MAGNETIC
 AM0420'BEARING 198 DEG.
 AM0420'
 AM0420'HEIGHT OF TARGET ABOVE STATION MARK - 4 METERS.
 AM0420'
 AM0420'THIS IS AN INTERSECTION STATION.
 AM0420
 AM0420                          STATION RECOVERY (1960)
 AM0420
 AM0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0420'LOST.  THE REFERENCE DISTANCES WOULD PLACE THE STATION UNDER
 AM0420'A 10 TO 15 FOOT SPOIL BANK.  THE STATION HAS EVIDENTLY BEEN
 AM0420'BURIED WITH SPOIL FROM DREDGING OPERATIONS ALONG THE INTRACOASTAL
 AM0420'WATERWAY.
 AM0420
 AM0420                          STATION RECOVERY (1995)
 AM0420
 AM0420'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0420'MARK NOT FOUND.
 AM0420
 AM0420                          STATION RECOVERY (1998)
 AM0420
 AM0420'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0193 ***********************************************************************
 BZ0193  DESIGNATION -  STREETMAN
 BZ0193  PID         -  BZ0193
 BZ0193  STATE/COUNTY-  TX/FREESTONE
 BZ0193  USGS QUAD   -  STREETMAN (1982)
 BZ0193
 BZ0193                         *CURRENT SURVEY CONTROL
 BZ0193  ___________________________________________________________________
 BZ0193* NAD 83(1993)-  31 52 39.96463(N)    096 19 35.73167(W)     ADJUSTED  
 BZ0193* NAVD 88     -       112.157  (meters)     367.97   (feet)  ADJUSTED  
 BZ0193  ___________________________________________________________________
 BZ0193  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BZ0193  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0193  DYNAMIC HT  -         112.026 (meters)     367.54  (feet)  COMP
 BZ0193  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 BZ0193
 BZ0193  HORZ ORDER  -  SECOND
 BZ0193  VERT ORDER  -  SECOND    CLASS 0
 BZ0193
 BZ0193.The horizontal coordinates were established by classical geodetic methods
 BZ0193.and adjusted by the National Geodetic Survey in February 1996..
 BZ0193
 BZ0193.The orthometric height was determined by differential leveling
 BZ0193.and adjusted by the National Geodetic Survey in June 1991..
 BZ0193
 BZ0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0193
 BZ0193.The geoid height was determined by GEOID03.
 BZ0193
 BZ0193.The dynamic height is computed by dividing the NAVD 88
 BZ0193.geopotential number by the normal gravity value computed on the
 BZ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0193.degrees latitude (g = 980.6199 gals.).
 BZ0193
 BZ0193.The modeled gravity was interpolated from observed gravity values.
 BZ0193
 BZ0193;                    North         East     Units Scale Factor Converg.
 BZ0193;SPC TX C     - 3,251,949.940 1,079,028.448   MT  0.99999851   +2 03 49.3
 BZ0193;SPC TX C     -10,669,105.76  3,540,112.50   sFT  0.99999851   +2 03 49.3
 BZ0193;SPC TXNC     - 2,025,537.651   805,646.024   MT  1.00008058   +1 11 07.3
 BZ0193;SPC TXNC     - 6,645,451.44  2,643,190.33   sFT  1.00008058   +1 11 07.3
 BZ0193;UTM  14      - 3,530,004.542   752,892.969   MT  1.00038882   +1 24 45.4
 BZ0193
 BZ0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0193!SPC TX C     -   0.99998637  x   0.99999851  =   0.99998488
 BZ0193!SPC TXNC     -   0.99998637  x   1.00008058  =   1.00006695
 BZ0193!UTM  14      -   0.99998637  x   1.00038882  =   1.00037519
 BZ0193
 BZ0193|---------------------------------------------------------------------|
 BZ0193| PID    Reference Object                     Distance      Geod. Az  |
 BZ0193|                                                           dddmmss.s |
 BZ0193| BZ0194 STREETMAN RM 1                       31.803 METERS 05815     |
 BZ0193| CV8441 STREETMAN AZ MK                                    0682135.0 |
 BZ0193| BZ0195 STREETMAN RM 2                       64.858 METERS 15013     |
 BZ0193| BZ1383 STREETMAN MUNICIPAL TANK             69.616 METERS 15536     |
 BZ0193|---------------------------------------------------------------------|
 BZ0193
 BZ0193                          SUPERSEDED SURVEY CONTROL
 BZ0193
 BZ0193  NAD 83(1986)-  31 52 39.97303(N)    096 19 35.71323(W) AD(       ) 2
 BZ0193  NAD 27      -  31 52 39.38900(N)    096 19 34.79700(W) AD(       ) 2
 BZ0193  NGVD 29 (??/??/92)  112.143  (m)          367.92   (f) ADJ UNCH    2 0
 BZ0193
 BZ0193.Superseded values are not recommended for survey control.
 BZ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0193.See file dsdata.txt to determine how the superseded data were derived.
 BZ0193
 BZ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA5289330005(NAD 83)
 BZ0193_MARKER: DB = BENCH MARK DISK
 BZ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0193_STAMPING: STREETMAN 1946
 BZ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0193+STABILITY: SURFACE MOTION
 BZ0193
 BZ0193  HISTORY     - Date     Condition        Report By
 BZ0193  HISTORY     - 1946     MONUMENTED       CGS
 BZ0193  HISTORY     - 1947     GOOD             NGS
 BZ0193  HISTORY     - 1948     GOOD             CGS
 BZ0193  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0193
 BZ0193                          STATION DESCRIPTION
 BZ0193
 BZ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BZ0193'THE STATION IS LOCATED ON THE WEST EDGE OF THE VILLAGE OF
 BZ0193'STREETMAN, 101 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BZ0193'BURLINGTON RAILROAD UNDERPASS, 68 FEET SOUTH OF U.S. HIGHWAY 75,
 BZ0193'38 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RODEO GROUNDS,
 BZ0193'AND 25 FEET SOUTH OF A 4-INCH SQUARE WOODEN WITNESS POST
 BZ0193'PROJECTING 3 FEET.  IT IS STAMPED STREETMAN 1946 AND PROJECTS
 BZ0193'8 INCHES.
 BZ0193'
 BZ0193'REFERENCE MARK NO. 1 IS 47 FEET SOUTH OF THE CENTER OF U.S
 BZ0193'HIGHWAY 75 AND 40 FEET NORTH OF THE NORTH FENCE OF THE RODEO
 BZ0193'GROUNDS.  IT IS STAMPED STREETMAN NO 1 1946 AND PROJECTS
 BZ0193'8 INCHES.
 BZ0193'
 BZ0193'REFERENCE MARK NO. 2 IS SET IN THE CONCRETE BASE OF THE
 BZ0193'NORTHEAST LEG OF THE STREETMAN MUNICIPAL WATER TANK.  IT IS
 BZ0193'STAMPED STREETMAN NO 2 1946.
 BZ0193'
 BZ0193'AZIMUTH MARK IS 1 FOOT SOUTH OF A WHITE PICKET FENCE, 38
 BZ0193'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 75, 17 FEET WEST
 BZ0193'OF THE EAST END OF THE WHITE PICKET FENCE, AND 3 FEET WEST
 BZ0193'OF A 4-INCH SQUARE WOODEN WITNESS POST.  IT IS STAMPED STREETMAN
 BZ0193'1946 AND PROJECTS 5 INCHES.
 BZ0193'
 BZ0193'A 50 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION WINKLER
 BZ0193'
 BZ0193'A 50 FOOT TOWER WILL SEE A 74 FOOT LIGHT AT STATION TEHUACANA
 BZ0193'
 BZ0193'A 50 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT STATION GRINDSTONE
 BZ0193'
 BZ0193'A 50 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT STATION EUREKA
 BZ0193'
 BZ0193'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BZ0193
 BZ0193                          STATION RECOVERY (1947)
 BZ0193
 BZ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ0193'0.1 MI N FROM STREETMAN.
 BZ0193'0.1 MILE NORTH ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM THE
 BZ0193'STATION AT STREETMAN, 213 FEET NORTH OF STREETMAN R.M. 2, 123 FEET
 BZ0193'SOUTHEAST OF THE CENTER OF THE OVERPASS OVER U.S. HIGHWAY 75, 104 FEET
 BZ0193'WEST OF STREETMAN R.M. 1, 93 FEET EAST OF THE EAST RAIL OF THE MAIN
 BZ0193'TRACK, 72 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 75, 26 FEET
 BZ0193'SOUTH OF A 4X4 MARKER POST, A BRONZE TRIANGULATION STATION DISK SET IN
 BZ0193'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 BZ0193
 BZ0193                          STATION RECOVERY (1948)
 BZ0193
 BZ0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ0193'THE STATION WAS RECOVERED AS DESCRIBED IN 1946 AND ALL MARKS
 BZ0193'WERE FOUND IN GOOD CONDITION.
 BZ0193
 BZ0193                          STATION RECOVERY (2002)
 BZ0193
 BZ0193'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0193'SHEARED CONCRETE MONUMENT AT LOCATION ON LINE FROM RM2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1383 ***********************************************************************
 BZ1383  DESIGNATION -  STREETMAN MUNICIPAL TANK
 BZ1383  PID         -  BZ1383
 BZ1383  STATE/COUNTY-  TX/FREESTONE
 BZ1383  USGS QUAD   -  STREETMAN (1982)
 BZ1383
 BZ1383                         *CURRENT SURVEY CONTROL
 BZ1383  ___________________________________________________________________
 BZ1383* NAD 83(1993)-  31 52 37.90635(N)    096 19 34.63745(W)     ADJUSTED  
 BZ1383* NAVD 88     -                                                        
 BZ1383  ___________________________________________________________________
 BZ1383  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BZ1383  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ1383
 BZ1383  HORZ ORDER  -  THIRD
 BZ1383
 BZ1383.The horizontal coordinates were established by classical geodetic methods
 BZ1383.and adjusted by the National Geodetic Survey in February 1996..
 BZ1383
 BZ1383
 BZ1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1383
 BZ1383.The geoid height was determined by GEOID03.
 BZ1383
 BZ1383;                    North         East     Units Scale Factor Converg.
 BZ1383;SPC TX C     - 3,251,887.619 1,079,059.471   MT  0.99999836   +2 03 49.9
 BZ1383;SPC TX C     -10,668,901.30  3,540,214.28   sFT  0.99999836   +2 03 49.9
 BZ1383;SPC TXNC     - 2,025,474.857   805,676.091   MT  1.00008078   +1 11 07.9
 BZ1383;SPC TXNC     - 6,645,245.43  2,643,288.98   sFT  1.00008078   +1 11 07.9
 BZ1383;UTM  14      - 3,529,941.848   752,923.294   MT  1.00038901   +1 24 45.9
 BZ1383
 BZ1383                          SUPERSEDED SURVEY CONTROL
 BZ1383
 BZ1383  NAD 83(1986)-  31 52 37.91475(N)    096 19 34.61903(W) AD(       ) 4
 BZ1383  NAD 27      -  31 52 37.33100(N)    096 19 33.70300(W) AD(       ) 3
 BZ1383
 BZ1383.Superseded values are not recommended for survey control.
 BZ1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1383.See file dsdata.txt to determine how the superseded data were derived.
 BZ1383
 BZ1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA5292329942(NAD 83)
 BZ1383_MARKER: 53 = ELEVATED TANK
 BZ1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1383+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ1383
 BZ1383  HISTORY     - Date     Condition        Report By
 BZ1383  HISTORY     - 1948     FIRST OBSERVED   CGS
 BZ1383  HISTORY     - 20020824 GOOD             USPSQD
 BZ1383
 BZ1383                          STATION DESCRIPTION
 BZ1383
 BZ1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1383'STATION IS LOCATED 0.05 MILE WEST OF POST OFFICE, 225 FEET
 BZ1383'SOUTH OF TRIANGULATION STATION STREETMAN 1946 AND 90 FEET
 BZ1383'NORTH OF APPROXIMATE CENTERLINE OF MAIN GRAVEL STREET.  STATION
 BZ1383'HAS FOUR STEEL LEGS, 125 FEET HIGH AND 35 FEET SQUARE AT
 BZ1383'BASE.  STATION IS SILVER IN COLOR.
 BZ1383'
 BZ1383'THE POINT INTERSECTED WAS THE BALL FINIAL.
 BZ1383
 BZ1383                          STATION RECOVERY (2002)
 BZ1383
 BZ1383'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0194 ***********************************************************************
 BZ0194  DESIGNATION -  STREETMAN RM 1
 BZ0194  PID         -  BZ0194
 BZ0194  STATE/COUNTY-  TX/FREESTONE
 BZ0194  USGS QUAD   -  STREETMAN (1982)
 BZ0194
 BZ0194                         *CURRENT SURVEY CONTROL
 BZ0194  ___________________________________________________________________
 BZ0194* NAD 83(1986)-  31 52 40.     (N)    096 19 35.     (W)     SCALED    
 BZ0194* NAVD 88     -       112.488  (meters)     369.05   (feet)  ADJUSTED  
 BZ0194  ___________________________________________________________________
 BZ0194  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0194  DYNAMIC HT  -         112.356 (meters)     368.62  (feet)  COMP
 BZ0194  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 BZ0194
 BZ0194  VERT ORDER  -  SECOND    CLASS 0
 BZ0194
 BZ0194.The horizontal coordinates were scaled from a topographic map and have
 BZ0194.an estimated accuracy of +/- 6 seconds.
 BZ0194
 BZ0194.The orthometric height was determined by differential leveling
 BZ0194.and adjusted by the National Geodetic Survey in June 1991..
 BZ0194
 BZ0194.The geoid height was determined by GEOID03.
 BZ0194
 BZ0194.The dynamic height is computed by dividing the NAVD 88
 BZ0194.geopotential number by the normal gravity value computed on the
 BZ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0194.degrees latitude (g = 980.6199 gals.).
 BZ0194
 BZ0194.The modeled gravity was interpolated from observed gravity values.
 BZ0194
 BZ0194;                    North         East    Units  Estimated Accuracy
 BZ0194;SPC TX C     - 3,251,950.    1,079,050.      MT  (+/- 180 meters Scaled)
 BZ0194
 BZ0194                          SUPERSEDED SURVEY CONTROL
 BZ0194
 BZ0194  NGVD 29 (??/??/92)  112.473  (m)          369.01   (f) ADJ UNCH    2 0
 BZ0194
 BZ0194.Superseded values are not recommended for survey control.
 BZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0194.See file dsdata.txt to determine how the superseded data were derived.
 BZ0194
 BZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA529300(NAD 83)
 BZ0194_MARKER: DR = REFERENCE MARK DISK
 BZ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0194_STAMPING: STREETMAN NO 1 1946
 BZ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0194+STABILITY: SURFACE MOTION
 BZ0194
 BZ0194  HISTORY     - Date     Condition        Report By
 BZ0194  HISTORY     - 1946     MONUMENTED       CGS
 BZ0194  HISTORY     - 1947     GOOD             NGS
 BZ0194  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0194
 BZ0194                          STATION DESCRIPTION
 BZ0194
 BZ0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0194'0.1 MI N FROM STREETMAN.
 BZ0194'0.1 MILE NORTH ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM THE
 BZ0194'STATION AT STREETMAN, 197 FEET EAST OF THE EAST RAIL OF THE MAIN
 BZ0194'TRACK, 104 FEET EAST OF TRIANGULATION STATION STREETMAN, 44 FEET SOUTH
 BZ0194'OF THE CENTER LINE OF U.S. HIGHWAY 75, A BRONZE REFERENCE MARK DISK
 BZ0194'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE
 BZ0194'GROUND.
 BZ0194
 BZ0194                          STATION RECOVERY (2002)
 BZ0194
 BZ0194'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0194'NEW RR OVERPASS CONSTRUCTED OVER HWY 75
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0195 ***********************************************************************
 BZ0195  DESIGNATION -  STREETMAN RM 2
 BZ0195  PID         -  BZ0195
 BZ0195  STATE/COUNTY-  TX/FREESTONE
 BZ0195  USGS QUAD   -  STREETMAN (1982)
 BZ0195
 BZ0195                         *CURRENT SURVEY CONTROL
 BZ0195  ___________________________________________________________________
 BZ0195* NAD 83(1986)-  31 52 40.     (N)    096 19 35.     (W)     SCALED    
 BZ0195* NAVD 88     -       112.379  (meters)     368.70   (feet)  ADJUSTED  
 BZ0195  ___________________________________________________________________
 BZ0195  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0195  DYNAMIC HT  -         112.247 (meters)     368.26  (feet)  COMP
 BZ0195  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 BZ0195
 BZ0195  VERT ORDER  -  SECOND    CLASS 0
 BZ0195
 BZ0195.The horizontal coordinates were scaled from a topographic map and have
 BZ0195.an estimated accuracy of +/- 6 seconds.
 BZ0195
 BZ0195.The orthometric height was determined by differential leveling
 BZ0195.and adjusted by the National Geodetic Survey in June 1991..
 BZ0195
 BZ0195.The geoid height was determined by GEOID03.
 BZ0195
 BZ0195.The dynamic height is computed by dividing the NAVD 88
 BZ0195.geopotential number by the normal gravity value computed on the
 BZ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0195.degrees latitude (g = 980.6199 gals.).
 BZ0195
 BZ0195.The modeled gravity was interpolated from observed gravity values.
 BZ0195
 BZ0195;                    North         East    Units  Estimated Accuracy
 BZ0195;SPC TX C     - 3,251,950.    1,079,050.      MT  (+/- 180 meters Scaled)
 BZ0195
 BZ0195                          SUPERSEDED SURVEY CONTROL
 BZ0195
 BZ0195  NGVD 29 (??/??/92)  112.364  (m)          368.65   (f) ADJ UNCH    2 0
 BZ0195
 BZ0195.Superseded values are not recommended for survey control.
 BZ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0195.See file dsdata.txt to determine how the superseded data were derived.
 BZ0195
 BZ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA529300(NAD 83)
 BZ0195_MARKER: DR = REFERENCE MARK DISK
 BZ0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0195_SP_SET: FOUNDATION
 BZ0195_STAMPING: STREETMAN NO 2 1946
 BZ0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0195+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ0195
 BZ0195  HISTORY     - Date     Condition        Report By
 BZ0195  HISTORY     - 1946     MONUMENTED       CGS
 BZ0195  HISTORY     - 1947     GOOD             NGS
 BZ0195  HISTORY     - 1948     GOOD             NGS
 BZ0195  HISTORY     - 20020824 GOOD             USPSQD
 BZ0195
 BZ0195                          STATION DESCRIPTION
 BZ0195
 BZ0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0195'IN STREETMAN.
 BZ0195'AT STREETMAN, AT THE CITY WATER TOWER, 213 FEET SOUTH OF TRIANGULATION
 BZ0195'STATION STREETMAN, A BRONZE REFERENCE MARK DISK SET IN THE TOP OF THE
 BZ0195'NORTH CORNER OF THE CONCRETE FOUNDATION OF THE NORTHEAST LEG OF THE
 BZ0195'WATER TOWER.
 BZ0195
 BZ0195                          STATION RECOVERY (1948)
 BZ0195
 BZ0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0195'RECOVERED IN GOOD CONDITION.
 BZ0195
 BZ0195                          STATION RECOVERY (2002)
 BZ0195
 BZ0195'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0195'MARK PAINTED OVER - WRITING HARD TO READ
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1839 ***********************************************************************
 AY1839  DESIGNATION -  STREICH
 AY1839  PID         -  AY1839
 AY1839  STATE/COUNTY-  TX/BEXAR
 AY1839  USGS QUAD   -  LOSOYA (1984)
 AY1839
 AY1839                         *CURRENT SURVEY CONTROL
 AY1839  ___________________________________________________________________
 AY1839* NAD 83(1993)-  29 14 34.83592(N)    098 23 45.70863(W)     ADJUSTED  
 AY1839* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 AY1839  ___________________________________________________________________
 AY1839  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AY1839  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AY1839
 AY1839  HORZ ORDER  -  FIRST
 AY1839
 AY1839.The horizontal coordinates were established by classical geodetic methods
 AY1839.and adjusted by the National Geodetic Survey in February 1996..
 AY1839
 AY1839.The orthometric height was scaled from a topographic map.
 AY1839
 AY1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1839
 AY1839.The geoid height was determined by GEOID03.
 AY1839
 AY1839;                    North         East     Units Scale Factor Converg.
 AY1839;SPC TXSC     - 4,156,381.038   658,703.769   MT  0.99986452   +0 17 45.2
 AY1839;SPC TXSC     -13,636,393.46  2,161,097.28   sFT  0.99986452   +0 17 45.2
 AY1839;UTM  14      - 3,235,060.642   558,689.072   MT  0.99964250   +0 17 42.2
 AY1839
 AY1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1839!SPC TXSC     -   0.99997745  x   0.99986452  =   0.99984198
 AY1839!UTM  14      -   0.99997745  x   0.99964250  =   0.99961996
 AY1839
 AY1839:                Primary Azimuth Mark                     Grid Az
 AY1839:SPC TXSC     -  LAGUNA                                   001 41 29.5
 AY1839:UTM  14      -  LAGUNA                                   001 41 32.5
 AY1839
 AY1839|---------------------------------------------------------------------|
 AY1839| PID    Reference Object                     Distance      Geod. Az  |
 AY1839|                                                           dddmmss.s |
 AY1839| AY0372 LAGUNA                              APPROX. 7.4 KM 0015914.7 |
 AY1839| CV6427 STREICH AZ MK                                      0272333.6 |
 AY1839| CV6429 STREICH RM 1                         51.822 METERS 07055     |
 AY1839| AY1833 SASPAMCO DICKY CLAY MFG PLT TK      APPROX. 9.4 KM 0914816.1 |
 AY1839| CV6430 STREICH RM 2                         38.121 METERS 13421     |
 AY1839| AY1847 SOUTHTON SAN ANTON COT MILL TK      APPROX. 7.2 KM 3323839.9 |
 AY1839| AY1854 SAN ANTONIO BEXAR AGED HOME TK      APPROX. 8.0 KM 3412324.1 |
 AY1839|---------------------------------------------------------------------|
 AY1839
 AY1839                          SUPERSEDED SURVEY CONTROL
 AY1839
 AY1839  NAD 83(1986)-  29 14 34.84084(N)    098 23 45.69044(W) AD(       ) 1
 AY1839  NAD 27      -  29 14 33.97700(N)    098 23 44.64100(W) AD(       ) 1
 AY1839
 AY1839.Superseded values are not recommended for survey control.
 AY1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1839.See file dsdata.txt to determine how the superseded data were derived.
 AY1839
 AY1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5868935061(NAD 83)
 AY1839_MARKER: DS = TRIANGULATION STATION DISK
 AY1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1839
 AY1839  HISTORY     - Date     Condition        Report By
 AY1839  HISTORY     - 1953     MONUMENTED       CGS
 AY1839  HISTORY     - 1957     GOOD             AMS
 AY1839  HISTORY     - 1964     GOOD             CGS
 AY1839  HISTORY     - 19991001 MARK NOT FOUND   USPSQD
 AY1839
 AY1839                          STATION DESCRIPTION
 AY1839
 AY1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1839'THE STATION SITE IS ABOUT 13.5 MILES SOUTH-SOUTHEAST OF THE
 AY1839'CENTER OF SAN ANTONIO, 4 MILES WEST OF ELMENDORF ON THE
 AY1839'HIGHEST POINT ON A CULTIVATED RIDGE ABOUT 50 YARDS NORTHWEST
 AY1839'OF STREICH ROAD, AND ON PROPERTY OWNED BY MR. C.H. ORMOND,
 AY1839'OF THE ORMOND PLUMBING COMPANY OF SAN ANTONIO.
 AY1839'
 AY1839'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 181 AND LOOP 13,
 AY1839'WHICH IS ABOUT 6.5 MILES SOUTHEAST OF THE CENTER OF SAN ANTONIO,
 AY1839'BY GOING SOUTHERLY ON HIGHWAY 181 FOR 4.9 MILES TO AN ANGLING
 AY1839'CROSS ROADS AND THE HILLTOP GARAGE ON THE LEFT.  TAKE THE
 AY1839'RIGHT ROAD, THE ELMENDORF ROAD, AND GO 2.15 MILES TO A RAILROAD
 AY1839'CROSSING.  CONTINUE STRAIGHT AHEAD FOR 0.55 MILES TO A SIDE
 AY1839'ROAD RIGHT AND SCHOOL BUILDING.  TURN RIGHT AND GO 1.6 MILES
 AY1839'TO A SIDE ROAD LEFT AND AZIMUTH MARK.  CONTINUE STRAIGHT
 AY1839'AHEAD FOR 1.25 MILES TO A LANE AND GATE ON THE RIGHT.  TURN
 AY1839'RIGHT, PASSING THROUGH THE GATE, AND THEN LEFT AND FOLLOW
 AY1839'ALONG THE NORTH SIDE OF A FENCE FOR 0.25 MILE TO THE
 AY1839'STATION AS DESCRIBED.
 AY1839'
 AY1839'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1839'STAMPED STREICH 1953 IS 121 FEET NORTHWEST OF THE FENCE.
 AY1839'THE MARK IS 1 FOOT BELOW THE SURFACE OF THE GROUND.
 AY1839'
 AY1839'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AY1839'MONUMENT, STAMPED STREICH NO 1 1953 IS 21 FEET SOUTH OF AN OLD
 AY1839'GATE POST WITH AN IRON BRACE, 20 FEET NORTHWEST OF THE CENTER
 AY1839'OF A GRAVEL ROAD, AND 1 FOOT NORTHWEST OF THE FENCE.  THE
 AY1839'MARK PROJECTS 4 INCHES.
 AY1839'
 AY1839'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AY1839'MONUMENT, STAMPED STREICH NO 2 1953 IS 20 FEET NORTHWEST
 AY1839'OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET NORTHWEST
 AY1839'OF THE FENCE.  THE MARK PROJECTS 4 INCHES.
 AY1839'
 AY1839'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT
 AY1839'AND STAMPED STREICH 1953 IS 28 FEET NORTH OF THE CENTER
 AY1839'OF A T-ROAD EAST, 23 FEET EAST OF THE NORTH-SOUTH ROAD LEADING
 AY1839'TO THE STATION, 8 FEET NORTH OF A FENCE CORNER POST, AND
 AY1839'8 INCHES WEST OF THE FENCE.  THE MONUMENT PROJECTS 6 INCHES.
 AY1839'
 AY1839'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 AY1839
 AY1839                          STATION RECOVERY (1957)
 AY1839
 AY1839'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 AY1839'THE STATION, A TRIANGULATION DISK SET IN THE TOP OF A CONCRETE
 AY1839'MONUMENT 1.0 FT. BELOW THE SURFACE AND THE REFERENCE MARKS
 AY1839'WERE RECOVERED AS DESCRIBED, 22 FT. EAST OF THE CENTER OF
 AY1839'A SMALL BUSH, 64 FT. WEST OF THE CENTER OF A SMALL BUSH,
 AY1839'121 FT. WEST-NORTHWEST OF FENCE LINE, 125 FT. NORTHWEST
 AY1839'OF REFERENCE MARK NO. 2, 170 FT. WEST-SOUTHWEST OF R.M. 1,
 AY1839'AND 365 FT. SOUTH OF EAST-MOST OF TWO MEDIUM SIZE TREES.
 AY1839
 AY1839                          STATION RECOVERY (1964)
 AY1839
 AY1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 AY1839'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 AY1839'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT
 AY1839'WAS REQUESTED THE AZIMUTH MARK BE MOVED TO CLEAR THE AREA
 AY1839'FOR WIDENING THE ROAD AND FOR A NEW PIPE LINE TO BE LAYED
 AY1839'TO THE CITY PUBLIC SERVICE BOARD BRAUNIG POWER PLANT.  A
 AY1839'NEW AZIMUTH MARK WAS SET ON LINE AWAY FROM THE STATION, DISTANCE
 AY1839'BEING 18.185 METERS, 59.66 FEET, NORTHEAST OF THE OLD AZIMUTH
 AY1839'MARK.
 AY1839'
 AY1839'DUE TO CHANGES IN THE AREA, A NEW TO REACH THE STATION AND
 AY1839'ADDITIONAL MEASUREMENTS WERE MADE TO THE MARKS FOR FUTURE
 AY1839'RECOVERY AS FOLLOWS--
 AY1839'
 AY1839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 181
 AY1839'AND LOOP 13 WHICH IS ABOUT 6-1/2 MILES SOUTHEAST OF SAN
 AY1839'ANTONIO, GO SOUTHERLY ON U.S. HIGHWAY 181 FOR 4.9 MILES TO
 AY1839'THE HILLTOP GARAGE ON THE LEFT AND A SIDE ROAD ON THE RIGHT,
 AY1839'CORPUS CHRISTI ROAD, WHICH LEADS TO ELMENDORF.  BEAR RIGHT
 AY1839'ONTO CORPUS CHRISTI ROAD AND GO 1.3 MILES TO DONOP ROAD.
 AY1839'*TURN RIGHT AND FOLLOW THE DONOP ROAD FOR 4.85 MILES TO THE
 AY1839'SUMMIT OF ROAD AT THE JUNCTION OF SOUTHTON AND DONOP ROADS.
 AY1839'TURN LEFT GO ABOUT 75 YARDS TO THE STATION ON THE LEFT.  *TO
 AY1839'REACH THE AZIMUTH MARK FROM THE JUNCTION OF DONOP ROAD AND
 AY1839'CORPUS CHRISTI ROAD, GO SOUTHERLY ON THE CORPUS CHRISTI
 AY1839'ROAD FOR 1.4 MILES TO THE JUNCTION OF STREICH ROAD.  TURN
 AY1839'RIGHT AND FOLLOW STREICH ROAD FOR 1.55 MILES TO AZIMUTH
 AY1839'MARK ON THE LEFT.
 AY1839'
 AY1839'STATION MARK, A STANDARD DISK STAMPED STREICH 1953, IS SET
 AY1839'IN A CONCRETE MONUMENT WHICH IS 12 INCHES BELOW THE SURFACE
 AY1839'OF THE GROUND.  IT IS 138 FEET WEST OF THE CENTER LINE OF
 AY1839'THE OLD STREICH ROAD, 120 FEET WEST OF THE FENCE LINE, 121
 AY1839'FEET NORTH OF THE CENTER LINE OF DONOP ROAD, 90 FEET NORTH
 AY1839'OF THE FENCE LINE, AND ABOUT 20 FEET NORTHEAST OF A MESQUITE
 AY1839'TREE, AND IS ON THE HIGHEST PART OF GROUND IN A CULTIVATED
 AY1839'AREA.
 AY1839'
 AY1839'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED STREICH NO 1
 AY1839'1953, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AY1839'SURFACE OF THE GROUND.  IT IS 242 FEET NORTH OF THE CENTER
 AY1839'LINE OF DONOP ROAD, 18 FEET WEST OF THE CENTER LINE OF OLD
 AY1839'STREICH ROAD, AND 1 FOOT WEST OF THE FENCE LINE.
 AY1839'
 AY1839'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED STREICH NO
 AY1839'2 1953, IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH
 AY1839'THE SURFACE OF THE GROUND.  IT IS 19 FEET WEST OF THE CENTER
 AY1839'LINE OF THE OLD STREICH ROAD, 51 FEET NORTH OF A FENCE CORNER
 AY1839'AND 1 FOOT WEST OF THE FENCE.
 AY1839'
 AY1839'AZIMUTH MARK, A STANDARD DISK STAMPED STREICH 1953 RESET
 AY1839'1964, IS SET IN A 12 IN X 122 CONCRETE POST WHICH PROJECTS
 AY1839'6 INCHES.  IT IS 29 FEET EAST OF THE CENTER LINE OF STREICH
 AY1839'ROAD, 70 FEET NORTHEAST OF THE CENTER LINE OF THE
 AY1839'NORTHWEST-SOUTHEAST ROAD, 106 FEET NORTH OF A POWER LINE POLE WITH 3
 AY1839'TRANSFORMERS, 76 FEET NORTHWEST OF THE NORTHWEST RAIL OF A
 AY1839'RAILROAD TRACK, 5 FEET EAST OF A POWER LINE POLE, AND 2
 AY1839'FEET NORTHWEST OF A METAL WITNESS POST.
 AY1839
 AY1839                          STATION RECOVERY (1999)
 AY1839
 AY1839'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0760 ***********************************************************************
 CC0760  DESIGNATION -  STRONG
 CC0760  PID         -  CC0760
 CC0760  STATE/COUNTY-  TX/PECOS
 CC0760  USGS QUAD   -  BUENA VISTA (1972)
 CC0760
 CC0760                         *CURRENT SURVEY CONTROL
 CC0760  ___________________________________________________________________
 CC0760* NAD 83(1993)-  31 10 32.49805(N)    102 43 10.96958(W)     ADJUSTED  
 CC0760* NAVD 88     -       742.8    (meters)    2437.     (feet)  VERTCON   
 CC0760  ___________________________________________________________________
 CC0760  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CC0760  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CC0760
 CC0760  HORZ ORDER  -  FIRST
 CC0760
 CC0760.The horizontal coordinates were established by classical geodetic methods
 CC0760.and adjusted by the National Geodetic Survey in February 1996..
 CC0760
 CC0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0760
 CC0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0760
 CC0760.The geoid height was determined by GEOID03.
 CC0760
 CC0760;                    North         East     Units Scale Factor Converg.
 CC0760;SPC TX C     - 3,169,723.403   472,552.723   MT  0.99988635   -1 13 44.9
 CC0760;SPC TX C     -10,399,334.20  1,550,366.73   sFT  0.99988635   -1 13 44.9
 CC0760;UTM  13      - 3,451,312.839   717,316.624   MT  1.00018256   +1 10 51.2
 CC0760
 CC0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0760!SPC TX C     -   0.99988702  x   0.99988635  =   0.99977338
 CC0760!UTM  13      -   0.99988702  x   1.00018256  =   1.00006956
 CC0760
 CC0760|---------------------------------------------------------------------|
 CC0760| PID    Reference Object                     Distance      Geod. Az  |
 CC0760|                                                           dddmmss.s |
 CC0760| CI0566 STRONG RM 1                          40.048 METERS 04047     |
 CC0760| CI0565 STRONG AZ MK                                       2170930.0 |
 CC0760| CI0567 STRONG RM 2                          30.151 METERS 33008     |
 CC0760|---------------------------------------------------------------------|
 CC0760
 CC0760                          SUPERSEDED SURVEY CONTROL
 CC0760
 CC0760  NAD 83(1986)-  31 10 32.50106(N)    102 43 10.96204(W) AD(       ) 1
 CC0760  NAD 27      -  31 10 31.97600(N)    102 43 09.41900(W) AD(       ) 1
 CC0760  NGVD 29 (07/19/86)  742.5    (m)         2436.     (f) VERT ANG       
 CC0760
 CC0760.Superseded values are not recommended for survey control.
 CC0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0760.See file dsdata.txt to determine how the superseded data were derived.
 CC0760
 CC0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ1731751313(NAD 83)
 CC0760_MARKER: DS = TRIANGULATION STATION DISK
 CC0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0760
 CC0760  HISTORY     - Date     Condition        Report By
 CC0760  HISTORY     - 1935     MONUMENTED       CGS
 CC0760  HISTORY     - 1938     GOOD             TXGS
 CC0760
 CC0760                          STATION DESCRIPTION
 CC0760
 CC0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0760'STATION IS ABOUT 22 MILES NNE OF FORT STOCKTON, TEXAS, 175
 CC0760'YARDS SSW OF A WINDMILL LOCALLY KNOWN AS THE ARMSTRONG WINDMILL,
 CC0760'73 FEET W OF A N AND S FENCE AND 257.5 FEET S OF THE SW
 CC0760'CORNER OF THE SOUTHERNMOST CORRAL.  THE MARK PROJECTS 6 INCHES.
 CC0760'
 CC0760'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0760'DISKS SET IN CONCRETE.
 CC0760'
 CC0760'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT W OF A N
 CC0760'AND S FENCE, 139 FEET S OF THE S FENCE OF THE S CORRAL, AND
 CC0760'PROJECTS 6 INCHES.
 CC0760'
 CC0760'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 132 FEET W OF A
 CC0760'N AND S FENCE, 191.5 FEET SSW OF THE SW CORNER OF THE SOUTHERNMOST
 CC0760'CORRAL, AND PROJECTS 8 INCHES.
 CC0760'
 CC0760'THE AZIMUTH MARK IS SSW OF THE STATION, 1-1/2 FEET N OF A
 CC0760'FENCE, 11-1/2 FEET E OF THE EASTERNMOST GATE POST OF A WOODEN
 CC0760'GATE, 102 FEET W OF A FENCE CORNER JUST N OF A CATTLE GUARD,
 CC0760'AND PROJECTS 8 INCHES.
 CC0760'
 CC0760'THE STATION IS REACHED FROM THE POST OFFICE IN GRAND FALLS,
 CC0760'TEXAS BY GOING E 0.1 MILE, THEN SOUTHERLY ON STATE HIGHWAY 82
 CC0760'FOR 3.0 MILES.  CROSS THE PECOS RIVER AND CONTINUE SOUTHERLY
 CC0760'ON THE SAME ROAD FOR 3.9 MILES TO A GRADED CROSS ROAD, TURN
 CC0760'LEFT, AND GO EASTERLY AND SOUTHEASTERLY ON THIS GRADED ROAD
 CC0760'FOR 5.8 MILES.  (A TRANSMISSION LINE CROSSES THE ROAD AND
 CC0760'THEN FOLLOWS ALONGSIDE THE ROAD).  CONTINUE SOUTHEASTERLY
 CC0760'FOR 3.0 MILES TO A JOGGED CROSS ROAD WHERE THE POWER LINE
 CC0760'MAKES A LEFT TURN, (NORTHEASTERLY), TURN RIGHT THROUGH A
 CC0760'CATTLE GUARD, THEN LEFT, AND GO EASTERLY ON A GRADED ROAD
 CC0760'FOR 3.0 MILES TO A WOODEN GATE ON THE LEFT SIDE OF THE ROAD,
 CC0760'JUST BEFORE REACHING A CATTLE GUARD.  TURN LEFT THROUGH
 CC0760'THIS GATE AND GO 0.75 MILE NNE ON A GOOD TRACK ROAD TO A
 CC0760'POINT ABOUT 175 YARDS SSW OF A WINDMILL AND THE STATION.
 CC0760'
 CC0760'THE STATION CAN ALSO BE REACHED FROM THE WHITE STUCCO CHURCH
 CC0760'AT THE ROAD INTERSECTION AT THE N EDGE OF THE VILLAGE OF
 CC0760'BUENAVISTA BY GOING SOUTHWESTERLY ON THE MAIN ROAD FOR 4.7
 CC0760'MILES TO A CATTLE GUARD AT A ROAD INTERSECTION, 1.0 MILE
 CC0760'E OF THE DEVLIN RANCH IN A GROVE OF LARGE COTTONWOOD TREES.
 CC0760'TURN RIGHT AND GO NORTHWESTERLY FOR 1.7 MILES, PASS THROUGH
 CC0760'A WIRE GATE TO THE N JUST AFTER CROSSING A SMALL BRIDGE, AND
 CC0760'GO NW ON THE MAIN TRACK ROAD FOR 0.4 MILE.  PASS THROUGH A
 CC0760'WIRE GATE AT THE SE CORNER OF A SHEEP CORRAL ABOUT 100 YARDS
 CC0760'SSW OF A WINDMILL, AND GO 75 YARDS SSW TO THE STATION.
 CC0760'
 CC0760'THE REFERENCE MARKS AND THE MOUNTAIN PEAK ARE VISIBLE FROM
 CC0760'THE GROUND.  STATIONS IMPERIAL, BUENA, AEROGAS AND THE AZIMUTH
 CC0760'MARK ARE NOT VISIBLE FROM THE GROUND.  TO CLEAR THE LINES
 CC0760'TO THESE STATIONS AND THE AZIMUTH MARK IT WILL REQUIRE A
 CC0760'20-FOOT STAND TO SEE OVER THE SURROUNDING BUSHES.
 CC0760'
 CC0760'ALL LIGHTS COME INTO VIEW AT 20 FEET.
 CC0760'
 CC0760'HEIGHT OF LIGHT ABOVE STATION MARK - 11.95 METERS.
 CC0760
 CC0760                          STATION RECOVERY (1938)
 CC0760
 CC0760'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 CC0760'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0937 ***********************************************************************
 AB0937  DESIGNATION -  STRONG 2
 AB0937  PID         -  AB0937
 AB0937  STATE/COUNTY-  TX/KENEDY
 AB0937  USGS QUAD   -  ARMSTRONG (1982)
 AB0937
 AB0937                         *CURRENT SURVEY CONTROL
 AB0937  ___________________________________________________________________
 AB0937* NAD 83(1993)-  26 57 42.94989(N)    097 47 40.71441(W)     ADJUSTED  
 AB0937* NAVD 88     -         8.971  (meters)      29.43   (feet)  ADJUSTED  
 AB0937  ___________________________________________________________________
 AB0937  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AB0937  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AB0937  DYNAMIC HT  -           8.957 (meters)      29.39  (feet)  COMP
 AB0937  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 AB0937
 AB0937  HORZ ORDER  -  THIRD
 AB0937  VERT ORDER  -  FIRST     CLASS II
 AB0937
 AB0937.The horizontal coordinates were established by classical geodetic methods
 AB0937.and adjusted by the National Geodetic Survey in February 1996..
 AB0937.No horizontal observational check was made to the station.
 AB0937
 AB0937.The orthometric height was determined by differential leveling
 AB0937.and adjusted by the National Geodetic Survey in June 1991..
 AB0937
 AB0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0937
 AB0937.The geoid height was determined by GEOID03.
 AB0937
 AB0937.The dynamic height is computed by dividing the NAVD 88
 AB0937.geopotential number by the normal gravity value computed on the
 AB0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0937.degrees latitude (g = 980.6199 gals.).
 AB0937
 AB0937.The modeled gravity was interpolated from observed gravity values.
 AB0937
 AB0937;                    North         East     Units Scale Factor Converg.
 AB0937;SPC TX S     - 5,143,699.834   370,025.986   MT  0.99989503   +0 19 12.9
 AB0937;SPC TX S     -16,875,621.87  1,213,993.59   sFT  0.99989503   +0 19 12.9
 AB0937;UTM  14      - 2,982,789.325   619,635.211   MT  0.99977669   +0 32 47.7
 AB0937
 AB0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0937!SPC TX S     -   1.00000246  x   0.99989503  =   0.99989749
 AB0937!UTM  14      -   1.00000246  x   0.99977669  =   0.99977915
 AB0937
 AB0937|---------------------------------------------------------------------|
 AB0937| PID    Reference Object                     Distance      Geod. Az  |
 AB0937|                                                           dddmmss.s |
 AB0937| AB0934 STRONG                               40.651 METERS 10332     |
 AB0937| CV2837 PTS W 44                             13.350 METERS 18013     |
 AB0937| AB1258 STRONG 2 RM 4                       368.662 METERS 18116     |
 AB0937|---------------------------------------------------------------------|
 AB0937
 AB0937                          SUPERSEDED SURVEY CONTROL
 AB0937
 AB0937  NAD 83(1986)-  26 57 42.96399(N)    097 47 40.68558(W) AD(       ) 3
 AB0937  NAD 27      -  26 57 41.76925(N)    097 47 39.70291(W) AD(       ) 3
 AB0937  NGVD 29 (07/19/86)    9.06   (m)           29.7    (f) LEVELING    3  
 AB0937
 AB0937.Superseded values are not recommended for survey control.
 AB0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0937.See file dsdata.txt to determine how the superseded data were derived.
 AB0937
 AB0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1963582789(NAD 83)
 AB0937_MARKER: DS = TRIANGULATION STATION DISK
 AB0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0937_STAMPING: STRONG 2 1974
 AB0937_MARK LOGO: NGS   
 AB0937_PROJECTION: RECESSED 5 CENTIMETERS
 AB0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0937+STABILITY: SURFACE MOTION
 AB0937
 AB0937  HISTORY     - Date     Condition        Report By
 AB0937  HISTORY     - 1974     MONUMENTED       NGS
 AB0937  HISTORY     - 1974     GOOD             NGS
 AB0937  HISTORY     - 1979     GOOD             NGS
 AB0937  HISTORY     - 1981     GOOD             NGS
 AB0937  HISTORY     - 19901007 GOOD             USPSQD
 AB0937
 AB0937                          STATION DESCRIPTION
 AB0937
 AB0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AB0937'THE STATION IS LOCATED ABOUT 18 MILES SOUTH OF SARITA, 2-3/4 MILES
 AB0937'SOUTH OF TURCOTTE RAILROAD SIDING, 2-1/2 MILES NORTH OF ARMSTRONG
 AB0937'RAILROAD SIDING AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 AB0937'
 AB0937'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN
 AB0937'SURFACE ROAD FOR 0.15 MILE TO THE INTERSECTION OF U.S. HWY. 77.
 AB0937'TURN RIGHT AND GO SOUTH ON U.S. HWY. 77 FOR 16.3 MILES TO THE
 AB0937'TURCOTTE RAILROAD SIDING ON THE RIGHT, CONTINUE SOUTH ON U.S. HWY.
 AB0937'77 FOR 2.85 MILES TO STATION ON THE RIGHT.  CONTINUE SOUTH ON
 AB0937'U.S. HWY. 77 FOR 0.25 MILE TO A RAILROAD CROSSING ON THE RIGHT
 AB0937'AND REFERENCE MARK NO. 4.
 AB0937'
 AB0937'STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 AB0937'POST, THAT IS ABOUT 4-INCHES BELOW THE SURFACE AND IS STAMPED STRONG
 AB0937'2 1974.  IT IS 61 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77, 49
 AB0937'FEET NORTH OF A WARNING SIGN POST OF BURIED PIPE-LINE, ALSO VALVE
 AB0937'OF PIPE-LINE, 47 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, 2.2
 AB0937'FEET NORTH OF A METAL WITNESS POST AND IS EAST AND ACROSS THE TRACKS
 AB0937'AT THE SOUTH END OF A WIRE GATE.
 AB0937'
 AB0937'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AB0937'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED STRONG 2
 AB0937'NO 3 1974.  IT IS 82 FEET NORTH OF A WARNING SIGN POST OF BURIED
 AB0937'PIPE-LINE, AND VALVE OUTLET OF PIPE-LINE, 60 FEET WEST OF THE
 AB0937'CENTER LINE OF U.S. HWY. 77, 47 FEET EAST OF THE EAST RAIL OF
 AB0937'RAILROAD TRACKS, AND 1.2 FEET SOUTH OF A METAL WITNESS POST.
 AB0937'
 AB0937'U.S.G.S. W 44 1920 (R.M. NO. 5) IS A STANDARD U.S. GEOLOGICAL
 AB0937'SURVEY BENCH MARK DISK, RIVETED TO THE TOP OF AN IRON PIPE THAT
 AB0937'PROJECTS ABOUT 4-INCHES AND IS STAMPED PRIM TRAV. STA. W 44 1920
 AB0937'29.9 ELEV.  IT IS 63 FEET WEST OF THE CENTER-LINE OF U.S. HWY.
 AB0937'77, 44 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS AND 5.7 FEET
 AB0937'NORTHEAST OF A WARNING SIGN POST OF BURIED PIPE-LINE AND ALSO
 AB0937'VALVE OUTLET OF PIPE-LINE.
 AB0937'
 AB0937'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AB0937'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED STRONG
 AB0937'2 NO 4 1974.  IT IS 47 FEET WEST OF THE WEST RAIL OF RAILROAD
 AB0937'TRACKS, 3 FEET NORTH OF THE NORTH END OF GATE, 1-FOOT EAST OF
 AB0937'FENCE-LINE AND METAL WITNESS POST AND BETWEEN TWO BRACED
 AB0937'FENCE-POSTS.
 AB0937'
 AB0937'NEAREST TOWN--SARITA.
 AB0937
 AB0937                          STATION RECOVERY (1974)
 AB0937
 AB0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AB0937'18 MI S FROM SARITA.
 AB0937'FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15
 AB0937'MILE TO THE INTERSECTION OF U.S. HWY. 77, TURN RIGHT AND GO SOUTH ON
 AB0937'U.S. HWY. 77 FOR 16.3 MILES TO TURCOTTE RAILROAD SIDING ON THE RIGHT,
 AB0937'CONTINUE SOUTH ON U.S. HWY. 77 FOR 2.85 MILES TO STATION ON THE RIGHT.
 AB0937'STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF A ROUND
 AB0937'CONCRETE POST, THAT IS ABOUT 4-INCHES BELOW THE SURFACE OF THE GROUND
 AB0937'AND IS STAMPED STRONG 2 1974.  IT IS 61 FEET WEST OF THE CENTER-LINE
 AB0937'OF U.S. HWY. 77, 49 FEET NORTH OF A WARNING SIGN POST OF BURIED
 AB0937'PIPELINE AND OUT-LET VALVE, 47 FEET EAST OF THE EAST RAIL OF RAILROAD
 AB0937'TRACKS, 2.2 FEET NORH OF A METAL WITNESS POST AND EAST AND ACROSS THE
 AB0937'TRACKS FROM THE SOUTH END OF GATE.
 AB0937
 AB0937                          STATION RECOVERY (1979)
 AB0937
 AB0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB0937'STATION NOT OCCUPIED.
 AB0937'
 AB0937'STATION MARK, REFERENCE MARKS AND BM V637 RESET 1953 WAS RECOVERED
 AB0937'AS DESCRIBED BY L.F.S. IN 1974.
 AB0937'
 AB0937'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES
 AB0937'N OF ARMSTRONG.
 AB0937
 AB0937                          STATION RECOVERY (1981)
 AB0937
 AB0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0937'29.4 KM (18.3 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB0937'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, AT A GAS PIPELINE
 AB0937'CROSSING WITH A METAL PIPE AND PIPELINE SIGN NUMBER 83, 10 METERS
 AB0937'(33.0 FT) NORTH OF THE EXTENDED BOUNDARY LINE BETWEEN THE KENEDY AND
 AB0937'ARMSTRONG RANCHES, 0.3 KM (0.2 MI) NORTH OF STRONG 2 RM 4, 18.5 METERS
 AB0937'(61.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES, 30.7 METERS
 AB0937'(101 FT) EAST OF PIPELINE SIGN NUMBER 83, 30.7 METERS (101 FT)
 AB0937'EAST-SOUTHEAST OF THE CENTER OF A METAL GATE, 14.3 METERS (47.0 FT)
 AB0937'EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 10.2 METERS
 AB0937'(33.5 FT) SOUTH OF STRONG 2 RM 3.
 AB0937'THE MARK IS 0.7 METERS  NNE FROM A WITNESS POST.
 AB0937'THE MARK IS 0.6 M BELOW THE SOUTHBOUND LANES.
 AB0937
 AB0937                          STATION RECOVERY (1990)
 AB0937
 AB0937'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0938 ***********************************************************************
 AB0938  DESIGNATION -  STRONG 2 RM 3
 AB0938  PID         -  AB0938
 AB0938  STATE/COUNTY-  TX/KENEDY
 AB0938  USGS QUAD   -  ARMSTRONG (1982)
 AB0938
 AB0938                         *CURRENT SURVEY CONTROL
 AB0938  ___________________________________________________________________
 AB0938* NAD 83(1986)-  26 57 43.     (N)    097 47 41.     (W)     SCALED    
 AB0938* NAVD 88     -         8.990  (meters)      29.49   (feet)  ADJUSTED  
 AB0938  ___________________________________________________________________
 AB0938  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AB0938  DYNAMIC HT  -           8.976 (meters)      29.45  (feet)  COMP
 AB0938  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 AB0938
 AB0938  VERT ORDER  -  FIRST     CLASS II
 AB0938
 AB0938.The horizontal coordinates were scaled from a topographic map and have
 AB0938.an estimated accuracy of +/- 6 seconds.
 AB0938
 AB0938.The orthometric height was determined by differential leveling
 AB0938.and adjusted by the National Geodetic Survey in June 1991..
 AB0938
 AB0938.The geoid height was determined by GEOID03.
 AB0938
 AB0938.The dynamic height is computed by dividing the NAVD 88
 AB0938.geopotential number by the normal gravity value computed on the
 AB0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0938.degrees latitude (g = 980.6199 gals.).
 AB0938
 AB0938.The modeled gravity was interpolated from observed gravity values.
 AB0938
 AB0938;                    North         East    Units  Estimated Accuracy
 AB0938;SPC TX S     - 5,143,700.      370,020.      MT  (+/- 180 meters Scaled)
 AB0938
 AB0938                          SUPERSEDED SURVEY CONTROL
 AB0938
 AB0938.No superseded survey control is available for this station.
 AB0938
 AB0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ196827(NAD 83)
 AB0938_MARKER: DR = REFERENCE MARK DISK
 AB0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0938_STAMPING: STRONG 2 NO 3 1974
 AB0938_MARK LOGO: NGS   
 AB0938_PROJECTION: FLUSH
 AB0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0938+STABILITY: SURFACE MOTION
 AB0938
 AB0938  HISTORY     - Date     Condition        Report By
 AB0938  HISTORY     - 1974     MONUMENTED       NGS
 AB0938  HISTORY     - 1981     GOOD             NGS
 AB0938
 AB0938                          STATION DESCRIPTION
 AB0938
 AB0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AB0938'18 MI S FROM SARITA.
 AB0938'FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15
 AB0938'TO THE INTERSECTION OF U.S. HWY. 77, TURN RIGHT AND GO SOUTH ON U.S.
 AB0938'HWY. 77 FOR 16.3 MILES TO TURCOTTE RAILROAD SIDING ON THE RIGHT,
 AB0938'CONTINUE SOUTH ON U.S. HWY. 77 FOR 2.85 MILES TO MARK ON THE RIGHT.
 AB0938'STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 AB0938'THAT IS FLUSH WITH THE GROUND AND IS STAMPED STRONG 2 NO 3 1974.  IT
 AB0938'IS 82 FEET NORTH OF A WARNING SIGN POST FOR BURIED PIPE-LINE AND ALSO
 AB0938'VALVE OUT-LET, 60 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77, 17
 AB0938'FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS AND 1.2 FEET SOUTH OF A
 AB0938'METAL WITNESS POST.
 AB0938
 AB0938                          STATION RECOVERY (1981)
 AB0938
 AB0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0938'29.4 KM (18.3 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB0938'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, 18.5 METERS
 AB0938'(61.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES, 34.1 METERS
 AB0938'(112 FT) EAST-NORTHEAST OF A PIPELINE SIGN, 14.4 METERS (47.5 FT) EAST
 AB0938'OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 2.5 METERS (8.2 FT)
 AB0938'NORTH OF A GASLINE VENT PIPE, 10.2 METERS (33.5 FT) NORTH OF STRONG 2.
 AB0938'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 AB0938'THE MARK IS 0.6 M BELOW THE SOUTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1258 ***********************************************************************
 AB1258  DESIGNATION -  STRONG 2 RM 4
 AB1258  PID         -  AB1258
 AB1258  STATE/COUNTY-  TX/KENEDY
 AB1258  USGS QUAD   -  ARMSTRONG (1982)
 AB1258
 AB1258                         *CURRENT SURVEY CONTROL
 AB1258  ___________________________________________________________________
 AB1258* NAD 83(1993)-  26 57 30.97493(N)    097 47 41.00927(W)     ADJUSTED  
 AB1258* NAVD 88     -         9.892  (meters)      32.45   (feet)  ADJUSTED  
 AB1258  ___________________________________________________________________
 AB1258  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AB1258  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AB1258  DYNAMIC HT  -           9.876 (meters)      32.40  (feet)  COMP
 AB1258  MODELED GRAV-     979,077.7   (mgal)                       NAVD 88
 AB1258
 AB1258  HORZ ORDER  -  THIRD
 AB1258  VERT ORDER  -  FIRST     CLASS II
 AB1258
 AB1258.The horizontal coordinates were established by classical geodetic methods
 AB1258.and adjusted by the National Geodetic Survey in February 1996..
 AB1258.No horizontal observational check was made to the station.
 AB1258
 AB1258.The orthometric height was determined by differential leveling
 AB1258.and adjusted by the National Geodetic Survey in June 1991..
 AB1258
 AB1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1258
 AB1258.The geoid height was determined by GEOID03.
 AB1258
 AB1258.The dynamic height is computed by dividing the NAVD 88
 AB1258.geopotential number by the normal gravity value computed on the
 AB1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1258.degrees latitude (g = 980.6199 gals.).
 AB1258
 AB1258.The modeled gravity was interpolated from observed gravity values.
 AB1258
 AB1258;                    North         East     Units Scale Factor Converg.
 AB1258;SPC TX S     - 5,143,331.261   370,019.915   MT  0.99989507   +0 19 12.7
 AB1258;SPC TX S     -16,874,412.65  1,213,973.67   sFT  0.99989507   +0 19 12.7
 AB1258;UTM  14      - 2,982,420.775   619,630.596   MT  0.99977667   +0 32 47.3
 AB1258
 AB1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1258!SPC TX S     -   1.00000232  x   0.99989507  =   0.99989739
 AB1258!UTM  14      -   1.00000232  x   0.99977667  =   0.99977898
 AB1258
 AB1258|---------------------------------------------------------------------|
 AB1258| PID    Reference Object                     Distance      Geod. Az  |
 AB1258|                                                           dddmmss.s |
 AB1258| AB0937 STRONG 2                            368.662 METERS 00116     |
 AB1258| AB0934 STRONG                              362.202 METERS 00734     |
 AB1258|---------------------------------------------------------------------|
 AB1258
 AB1258                          SUPERSEDED SURVEY CONTROL
 AB1258
 AB1258  NAD 83(1986)-  26 57 30.98904(N)    097 47 40.98048(W) AD(       ) 3
 AB1258  NAD 27      -  26 57 29.79385(N)    097 47 39.99763(W) AD(       ) 3
 AB1258  NGVD 29 (07/19/86)    9.5    (m)           31.     (f) VERT ANG       
 AB1258
 AB1258.Superseded values are not recommended for survey control.
 AB1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1258.See file dsdata.txt to determine how the superseded data were derived.
 AB1258
 AB1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1963182421(NAD 83)
 AB1258_MARKER: DR = REFERENCE MARK DISK
 AB1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1258_SP_SET: CONCRETE POST
 AB1258_STAMPING: STRONG 2 NO 4 1974
 AB1258_MARK LOGO: NGS   
 AB1258_PROJECTION: PROJECTING 18 CENTIMETERS
 AB1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1258+STABILITY: SURFACE MOTION
 AB1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1258+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1258
 AB1258  HISTORY     - Date     Condition        Report By
 AB1258  HISTORY     - 1974     MONUMENTED       NGS
 AB1258  HISTORY     - 1981     GOOD             NGS
 AB1258  HISTORY     - 20040204 GOOD             USPSQD
 AB1258
 AB1258                          STATION DESCRIPTION
 AB1258
 AB1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AB1258'THE STATION IS LOCATED ABOUT 18 MILES SOUTH OF SARITA, 2-3/4 MILES
 AB1258'SOUTH OF TURCOTTE RAILROAD SIDING, 2-1/2 MILES NORTH OF ARMSTRONG
 AB1258'RAILROAD SIDING AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 AB1258'
 AB1258'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN
 AB1258'SURFACE ROAD FOR 0.15 MILE TO THE INTERSECTION OF U.S. HWY. 77.
 AB1258'TURN RIGHT AND GO SOUTH ON U.S. HWY. 77 FOR 16.3 MILES TO THE
 AB1258'TURCOTTE RAILROAD SIDING ON THE RIGHT, CONTINUE SOUTH ON U.S.
 AB1258'HWY. 77 FOR 2.85 MILES TO STATION ON THE RIGHT.  CONTINUE SOUTH ON
 AB1258'U.S. HWY. 77 FOR 0.25 MILE TO A RAILROAD CROSSING ON THE RIGHT
 AB1258'AND REFERENCE MARK NO. 4.
 AB1258'
 AB1258'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AB1258'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED STRONG 2
 AB1258'NO 4 1974.  IT IS 47 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS,
 AB1258'3 FEET NORTH OF THE NORTH END OF GATE, 1-FOOT EAST OF FENCE-LINE
 AB1258'AND METAL WITNESS POST AND BETWEEN TWO BRACED FENCE-POSTS.
 AB1258'
 AB1258'NEAREST TOWN--SARITA.
 AB1258
 AB1258                          STATION RECOVERY (1981)
 AB1258
 AB1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1258'29.8 KM (18.5 MI) SOUTH FROM SARITA.
 AB1258'29.8 KM (18.5 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB1258'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, NEAR THE NORTH
 AB1258'WOODEN GATE POST OF A FENCE LINE ON THE MISSOURI PACIFIC RAILROAD WEST
 AB1258'RIGHT-OF-WAY, 18.8 METERS (62.0 FT) NORTH OF THE EXTENDED CENTERLINE
 AB1258'OF A PRIVATE ROAD WITH TWO GATES LEADING EAST, 14.1 METERS (46.5 FT)
 AB1258'WEST OF THE WEST RAIL, 2.7 METERS (9 FT) NORTH OF THE CENTER OF A WIRE
 AB1258'GATE, 0.9 METER (3 FT) NORTH OF THE NORTH GATE POST, 0.3 METER (1 FT)
 AB1258'EAST OF THE FENCE LINE, 0.9 METER (3 FT) SOUTH OF THE NORTH BRACE POST
 AB1258'OF A TEXAS AND SOUTHWESTERN CATTLE RAISERS SIGN.
 AB1258'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AB1258'THE MARK IS 0.3 M ABOVE THE RAILROAD TRACKS.
 AB1258
 AB1258                          STATION RECOVERY (2004)
 AB1258
 AB1258'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0935 ***********************************************************************
 AB0935  DESIGNATION -  STRONG RM 1
 AB0935  PID         -  AB0935
 AB0935  STATE/COUNTY-  TX/KENEDY
 AB0935  USGS QUAD   -  ARMSTRONG (1982)
 AB0935
 AB0935                         *CURRENT SURVEY CONTROL
 AB0935  ___________________________________________________________________
 AB0935* NAD 83(1986)-  26 57 43.     (N)    097 47 39.     (W)     SCALED    
 AB0935* NAVD 88     -         8.367  (meters)      27.45   (feet)  ADJUSTED  
 AB0935  ___________________________________________________________________
 AB0935  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AB0935  DYNAMIC HT  -           8.354 (meters)      27.41  (feet)  COMP
 AB0935  MODELED GRAV-     979,078.0   (mgal)                       NAVD 88
 AB0935
 AB0935  VERT ORDER  -  FIRST     CLASS II
 AB0935
 AB0935.The horizontal coordinates were scaled from a topographic map and have
 AB0935.an estimated accuracy of +/- 6 seconds.
 AB0935
 AB0935.The orthometric height was determined by differential leveling
 AB0935.and adjusted by the National Geodetic Survey in June 1991..
 AB0935
 AB0935.The geoid height was determined by GEOID03.
 AB0935
 AB0935.The dynamic height is computed by dividing the NAVD 88
 AB0935.geopotential number by the normal gravity value computed on the
 AB0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0935.degrees latitude (g = 980.6199 gals.).
 AB0935
 AB0935.The modeled gravity was interpolated from observed gravity values.
 AB0935
 AB0935;                    North         East    Units  Estimated Accuracy
 AB0935;SPC TX S     - 5,143,700.      370,070.      MT  (+/- 180 meters Scaled)
 AB0935
 AB0935                          SUPERSEDED SURVEY CONTROL
 AB0935
 AB0935.No superseded survey control is available for this station.
 AB0935
 AB0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ196827(NAD 83)
 AB0935_MARKER: DR = REFERENCE MARK DISK
 AB0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0935_STAMPING: STRONG NO 1 1949
 AB0935_MARK LOGO: CGS   
 AB0935_PROJECTION: PROJECTING 12 CENTIMETERS
 AB0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0935+STABILITY: SURFACE MOTION
 AB0935
 AB0935  HISTORY     - Date     Condition        Report By
 AB0935  HISTORY     - 1949     MONUMENTED       CGS
 AB0935  HISTORY     - 1951     GOOD             NGS
 AB0935  HISTORY     - 1981     GOOD             NGS
 AB0935
 AB0935                          STATION DESCRIPTION
 AB0935
 AB0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0935'2.6 MI N FROM ARMSTRONG.
 AB0935'2.6 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0935'AND MEXICO RAILROAD STATION AT ARMSTRONG, 90 FEET EAST OF THE CENTER
 AB0935'LINE OF THE HIGHWAY, 35.5 FEET NORTHEAST OF TRIANGULATION STATION
 AB0935'STRONG 1949, 27.5 FEET NORTH OF A FENCE LEADING EAST, 0.6 FOOT WEST OF
 AB0935'A NORTH AND SOUTH FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0935'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE--NOW THE SOUTHERN PACIFIC
 AB0935'LINES.
 AB0935
 AB0935                          STATION RECOVERY (1981)
 AB0935
 AB0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0935'29.4 KM (18.3 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB0935'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, 27.4 METERS
 AB0935'(90.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY 77 SOUTHBOUND LANES,
 AB0935'8.4 METERS (27.5 FT) NORTH OF A JUNCTION FENCE POST, 0.15 METERS
 AB0935'(0.5 FT) WEST OF A NORTH AND SOUTH FENCE LINE.  NOTE, THE HIGHWAY
 AB0935'ENGINEERS INDICATED THAT THIS MARK MAY BE DESTROYED DURING THE NEW
 AB0935'HIGHWAY CONSTRUCTION.
 AB0935'THE MARK IS 1.5 M BELOW THE SOUTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0936 ***********************************************************************
 AB0936  DESIGNATION -  STRONG RM 2
 AB0936  PID         -  AB0936
 AB0936  STATE/COUNTY-  TX/KENEDY
 AB0936  USGS QUAD   -  ARMSTRONG (1982)
 AB0936
 AB0936                         *CURRENT SURVEY CONTROL
 AB0936  ___________________________________________________________________
 AB0936* NAD 83(1986)-  26 57 43.     (N)    097 47 39.     (W)     SCALED    
 AB0936* NAVD 88     -         8.458  (meters)      27.75   (feet)  ADJUSTED  
 AB0936  ___________________________________________________________________
 AB0936  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AB0936  DYNAMIC HT  -           8.444 (meters)      27.70  (feet)  COMP
 AB0936  MODELED GRAV-     979,078.0   (mgal)                       NAVD 88
 AB0936
 AB0936  VERT ORDER  -  FIRST     CLASS II
 AB0936
 AB0936.The horizontal coordinates were scaled from a topographic map and have
 AB0936.an estimated accuracy of +/- 6 seconds.
 AB0936
 AB0936.The orthometric height was determined by differential leveling
 AB0936.and adjusted by the National Geodetic Survey in June 1991..
 AB0936.WARNING-Repeat measurements at this control monument indicate possible
 AB0936.vertical movement.
 AB0936
 AB0936.The geoid height was determined by GEOID03.
 AB0936
 AB0936.The dynamic height is computed by dividing the NAVD 88
 AB0936.geopotential number by the normal gravity value computed on the
 AB0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0936.degrees latitude (g = 980.6199 gals.).
 AB0936
 AB0936.The modeled gravity was interpolated from observed gravity values.
 AB0936
 AB0936;                    North         East    Units  Estimated Accuracy
 AB0936;SPC TX S     - 5,143,700.      370,070.      MT  (+/- 180 meters Scaled)
 AB0936
 AB0936                          SUPERSEDED SURVEY CONTROL
 AB0936
 AB0936.No superseded survey control is available for this station.
 AB0936
 AB0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ196827(NAD 83)
 AB0936_MARKER: DR = REFERENCE MARK DISK
 AB0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0936_STAMPING: STRONG NO 2 1949
 AB0936_MARK LOGO: CGS   
 AB0936_PROJECTION: PROJECTING 9 CENTIMETERS
 AB0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0936+STABILITY: SURFACE MOTION
 AB0936
 AB0936  HISTORY     - Date     Condition        Report By
 AB0936  HISTORY     - 1949     MONUMENTED       CGS
 AB0936  HISTORY     - 1951     GOOD             NGS
 AB0936  HISTORY     - 1981     GOOD             NGS
 AB0936
 AB0936                          STATION DESCRIPTION
 AB0936
 AB0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0936'2.6 MI N FROM ARMSTRONG.
 AB0936'2.6 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0936'AND MEXICO RAILROAD STATION AT ARMSTRONG, 90 FEET EAST OF THE CENTER
 AB0936'LINE OF THE HIGHWAY, 28.0 FEET SOUTHEAST OF TRIANGULATION STATION
 AB0936'STRONG 1949, 16 FEET SOUTH OF A FENCE LEADING EAST, 0.8 FOOT WEST OF A
 AB0936'NORTH AND SOUTH FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0936'PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC
 AB0936'LINES.
 AB0936
 AB0936                          STATION RECOVERY (1981)
 AB0936
 AB0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0936'29.4 KM (18.3 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB0936'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, 27.4 METERS
 AB0936'(90.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY 77 SOUTHBOUND LANES,
 AB0936'4.8 METERS (16.0 FT) SOUTH OF A JUNCTION FENCE POST, 0.15 METERS
 AB0936'(0.5 FT) WEST OF A NORTH AND SOUTH FENCE LINE. NOTE, THE HIGHWAY
 AB0936'ENGINEERS INDICATED THAT THE MARK MAY BE DESTROYED DURING NEW HIGHWAY
 AB0936'CONSTRUCTION.
 AB0936'THE MARK IS 1.5 M BELOW THE SOUTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1096 ***********************************************************************
 CA1096  DESIGNATION -  STRUCK
 CA1096  PID         -  CA1096
 CA1096  STATE/COUNTY-  TX/MCCULLOCH
 CA1096  USGS QUAD   -  BRADY NORTH (1987)
 CA1096
 CA1096                         *CURRENT SURVEY CONTROL
 CA1096  ___________________________________________________________________
 CA1096* NAD 83(1993)-  31 13 20.04457(N)    099 17 59.18471(W)     ADJUSTED  
 CA1096* NAVD 88     -       585.89   (+/-2cm)    1922.2    (feet)  VERTCON   
 CA1096  ___________________________________________________________________
 CA1096  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CA1096  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CA1096
 CA1096  HORZ ORDER  -  FIRST
 CA1096  VERT ORDER  -  THIRD ? (See Below)
 CA1096
 CA1096.The horizontal coordinates were established by classical geodetic methods
 CA1096.and adjusted by the National Geodetic Survey in February 1996..
 CA1096
 CA1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1096.The vertical order pertains to the NGVD 29 superseded value.
 CA1096
 CA1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1096
 CA1096.The geoid height was determined by GEOID03.
 CA1096
 CA1096;                    North         East     Units Scale Factor Converg.
 CA1096;SPC TX C     - 3,172,900.639   798,467.374   MT  0.99988914   +0 31 56.4
 CA1096;SPC TX C     -10,409,758.18  2,619,638.38   sFT  0.99988914   +0 31 56.4
 CA1096;UTM  14      - 3,454,270.252   471,448.325   MT  0.99961005   -0 09 19.4
 CA1096
 CA1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1096!SPC TX C     -   0.99991174  x   0.99988914  =   0.99980089
 CA1096!UTM  14      -   0.99991174  x   0.99961005  =   0.99952183
 CA1096
 CA1096:                Primary Azimuth Mark                     Grid Az
 CA1096:SPC TX C     -  ONION                                    048 14 56.0
 CA1096:UTM  14      -  ONION                                    048 56 11.8
 CA1096
 CA1096|---------------------------------------------------------------------|
 CA1096| PID    Reference Object                     Distance      Geod. Az  |
 CA1096|                                                           dddmmss.s |
 CA1096| CA1084 ONION                               APPROX. 8.7 KM 0484652.4 |
 CA1096| CV6431 STRUCK AZ MK                                       0731150.0 |
 CA1096| CV6432 STRUCK RM 1                          21.278 METERS 14807     |
 CA1096| CA1099 BRADY MC CULLOCH STHSE SPIRE        APPROX.10.2 KM 1990821.1 |
 CA1096| CA1098 BRADY MUNICIPAL TANK                APPROX.11.4 KM 2003228.2 |
 CA1096| CV6433 STRUCK RM 2                          26.495 METERS 23709     |
 CA1096| CA1109 BRADY MCCULLOCH ELEC COOP MAST      APPROX. 8.9 KM 2590131.9 |
 CA1096|---------------------------------------------------------------------|
 CA1096
 CA1096                          SUPERSEDED SURVEY CONTROL
 CA1096
 CA1096  NAD 83(1986)-  31 13 20.05292(N)    099 17 59.17050(W) AD(       ) 1
 CA1096  NAD 27      -  31 13 19.45262(N)    099 17 57.98204(W) AD(       ) 1
 CA1096  NGVD 29 (07/19/86)  585.79   (m)         1921.9    (f) LEVELING    3  
 CA1096
 CA1096.Superseded values are not recommended for survey control.
 CA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1096.See file dsdata.txt to determine how the superseded data were derived.
 CA1096
 CA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7144854270(NAD 83)
 CA1096_MARKER: DS = TRIANGULATION STATION DISK
 CA1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1096
 CA1096  HISTORY     - Date     Condition        Report By
 CA1096  HISTORY     - 1935     MONUMENTED       CGS
 CA1096  HISTORY     - 1937     GOOD             TXHD
 CA1096  HISTORY     - 1971     GOOD             NGS
 CA1096  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA1096
 CA1096                          STATION DESCRIPTION
 CA1096
 CA1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1096'STATION IS LOCATED ALONG ROAD RIGHT-OF-WAY AT TOP OF GRADE, 5.5
 CA1096'MILES W OF ROCHELLE, AND 6.0 MILES NNE OF BRADY.
 CA1096'
 CA1096'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 CA1096'IN THE TOPS OF CONCRETE CYLINDERS.
 CA1096'
 CA1096'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CA1096'SET IN SQUARE BLOCKS OR POSTS OF CONCRETE.
 CA1096'
 CA1096'REFERENCE MARK NO. 1 IS SE OF STATION.
 CA1096'
 CA1096'REFERENCE MARK NO. 2 IS SW OF STATION, 1.0 FOOT SE OF NE
 CA1096'AND SW FENCE.
 CA1096'
 CA1096'REACHED FROM COURTHOUSE IN BRADY, BY GOING 1.25 MILES TO
 CA1096'TILLMAN SERVICE STATION, TAKE RIGHT FORK AND GO 4.95 MILES,
 CA1096'THEN TAKE MAIN RIGHT FORK AND GO 0.55 MILE TO TOP OF GRADE
 CA1096'AND STATION 7.0 FEET SE OF NE AND SW FENCE AND 25 FEET SE
 CA1096'OF CENTER LINE OF ROAD RUNNING NE AND SW.
 CA1096'
 CA1096'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA1096
 CA1096                          STATION RECOVERY (1937)
 CA1096
 CA1096'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1096'DESCRIPTION GIVEN BY C.I.A., IS GOOD.  SURFACE MARK IS IN GOOD
 CA1096'CONDITION.
 CA1096
 CA1096                          STATION RECOVERY (1971)
 CA1096
 CA1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1096'THE STATION IS LOCATED 6 MILES NORTH-NORTHEAST OF BRADY,
 CA1096'TEXAS.  5 MILES WEST OF RACHELLE, TEXAS.  AND 10 MILES
 CA1096'SOUTHEAST OF LOHN, TEXAS, ON LAND OWNED BY POSEY JOHNSON.
 CA1096'
 CA1096'TO REACH FROM COURTHOUSE IN BRADY, TEXAS, GO 6.0 MILES NORTH
 CA1096'ON U.S. HIGHWAY 377 TO FARM TO MARKET ROAD 1121 LEFT (WEST),
 CA1096'GO 0.7 MILE WEST ON FARM TO MARKET ROAD 1121 TO PRIVATE
 CA1096'DRIVE RIGHT (NORTH) AT TOP OF HILL, GO 0.3 MILE NORTH TO
 CA1096'JOHNSON RESIDENCE, PASS THROUGH CORRAL NORTH OF HOUSE AND
 CA1096'CONTINUE 0.5 MILE NORTHEAST ALONG TRACK ROAD TO STATION SITE
 CA1096'RIGHT.  25 FEET SOUTHEAST OF ROAD, AND 14 FEET SOUTHWEST
 CA1096'OF USC AND GS WITNESS SIGN MOUNTED ON SOUTHEAST RIGHT-OF-WAY
 CA1096'FENCE.
 CA1096'
 CA1096'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN A
 CA1096'CIRCULAR CONCRETE POST PROJECTING 0.2 FEET.  3 FEET SOUTHEAST
 CA1096'OF FENCE.  THE DISK IS STAMPED STRUCK 1935.
 CA1096'
 CA1096'REFERENCE MARK NO. 1--A STANDARD USC AND GS BRONZE DISK SET IN A
 CA1096'CIRCULAR CONCRETE POST, PROJECTING 0.3 FEET, AND STAMPED
 CA1096'STRUCK NO. 1 1935.
 CA1096'
 CA1096'REFERENCE MARK NO. 2--A STANDARD USC AND GS BRONZE DISK
 CA1096'SET IN A CIRCULAR CONCRETE POST, PROJECTING 0.3 FEET.  1 FOOT
 CA1096'SOUTHEAST OF FENCE, AND STAMPED STRUCK NO. 2 1935.
 CA1096'
 CA1096'STATION ONION (USC AND GS) 1935 IS VISIBLE FROM THE GROUND
 CA1096'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1096'
 CA1096'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 CA1096
 CA1096                          STATION RECOVERY (1982)
 CA1096
 CA1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CA1096'THE STATION AND REFERENCE MARKS NO 1 AND NO 2 WERE NOT RECOVERED.
 CA1096'
 CA1096'DUE TO LOCKED GATES, I HAD TO WALK TO THE STATION SITE, AND COULD HAVE
 CA1096'MISSED THIS STATION AND IT COULD STILL BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0426 ***********************************************************************
 BA0426  DESIGNATION -  STUART
 BA0426  PID         -  BA0426
 BA0426  STATE/COUNTY-  TX/BREWSTER
 BA0426  USGS QUAD   -  MC KINNEY SPRINGS (1971)
 BA0426
 BA0426                         *CURRENT SURVEY CONTROL
 BA0426  ___________________________________________________________________
 BA0426* NAD 83(1993)-  29 29 41.45217(N)    103 01 11.43239(W)     ADJUSTED  
 BA0426* NAVD 88     -      1557.     (meters)    5108.     (feet)  SCALED    
 BA0426  ___________________________________________________________________
 BA0426  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 BA0426  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 BA0426
 BA0426  HORZ ORDER  -  FIRST
 BA0426
 BA0426.The horizontal coordinates were established by classical geodetic methods
 BA0426.and adjusted by the National Geodetic Survey in February 1996..
 BA0426
 BA0426.The orthometric height was scaled from a topographic map.
 BA0426
 BA0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0426
 BA0426.The geoid height was determined by GEOID03.
 BA0426
 BA0426;                    North         East     Units Scale Factor Converg.
 BA0426;SPC TXSC     - 4,190,837.555   210,319.629   MT  0.99986712   -1 58 09.7
 BA0426;SPC TXSC     -13,749,439.55    690,023.65   sFT  0.99986712   -1 58 09.7
 BA0426;UTM  13      - 3,264,446.121   691,961.277   MT  1.00005470   +0 58 30.8
 BA0426
 BA0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0426!SPC TXSC     -   0.99975882  x   0.99986712  =   0.99962597
 BA0426!UTM  13      -   0.99975882  x   1.00005470  =   0.99981351
 BA0426
 BA0426|---------------------------------------------------------------------|
 BA0426| PID    Reference Object                     Distance      Geod. Az  |
 BA0426|                                                           dddmmss.s |
 BA0426| CI0569 STUART RM 1                                        00350     |
 BA0426| CI0570 STUART RM 2                           9.760 METERS 15438     |
 BA0426| CI0568 STUART AZ MK                                       3431951.3 |
 BA0426|---------------------------------------------------------------------|
 BA0426
 BA0426                          SUPERSEDED SURVEY CONTROL
 BA0426
 BA0426  NAD 83(1986)-  29 29 41.44685(N)    103 01 11.44484(W) AD(       ) 1
 BA0426  NAD 27      -  29 29 40.73700(N)    103 01 09.84700(W) AD(       ) 1
 BA0426
 BA0426.Superseded values are not recommended for survey control.
 BA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0426.See file dsdata.txt to determine how the superseded data were derived.
 BA0426
 BA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN9196164446(NAD 83)
 BA0426_MARKER: DS = TRIANGULATION STATION DISK
 BA0426_SETTING: 80 = SET IN A BOULDER
 BA0426_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BA0426
 BA0426  HISTORY     - Date     Condition        Report By
 BA0426  HISTORY     - 1934     MONUMENTED       CGS
 BA0426  HISTORY     - 1943     GOOD             CGS
 BA0426
 BA0426                          STATION DESCRIPTION
 BA0426
 BA0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0426'ABOUT 22 MILES N OF BOQUILLAS, 6 MILES NNE OF MARTINS RANCH
 BA0426'ON TORNILLAS CREEK, 14 MILES SE OF PERSIMMON GAP, AND 7 MILES
 BA0426'E OF MARATHON-BOQUILLAS ROAD.  STATION IS ON THE HIGHEST POINT
 BA0426'OF A LONG NARROW RIDGE EXTENDING N AND S KNOWN LOCALLY AS
 BA0426'DEADHORSE MOUNTAINS.  RIDGE DROPS SHARPLY TO THE E AND W, AND
 BA0426'SLOPES GRADUALLY TO THE N AND S.
 BA0426'
 BA0426'STATION, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 BA0426'IN DRILL HOLE IN BOULDERS.
 BA0426'
 BA0426'REFERENCE MARK NO. 1 IS NE OF STATION ON E SLOPE OF RIDGE.
 BA0426'
 BA0426'REFERENCE MARK NO. 2 IS S OF STATION.
 BA0426'
 BA0426'BOTH MARKS ON SAME RIDGE AS STATION.
 BA0426'
 BA0426'AZIMUTH MARK IS N OF STATION ON FIRST HUMP OF SAME RIDGE AS
 BA0426'STATION.
 BA0426'
 BA0426'NATURAL AZIMUTH MARK IS TRIANGULATION STATION SUE PEAK U.S.G.S.,
 BA0426'WHICH IS THE HIGHEST AND SOUTHERNMOST OF TWO CONE-SHAPED PEAKS
 BA0426'AT THE SOUTHERN END OF THE DEADHORSE MOUNTAINS.
 BA0426'
 BA0426'REACHED FROM MARTINS RANCH ON TORNILLAS CREEK BY GOING W
 BA0426'1.6 MILES TO A GRADED ROAD (MARATHON-BOQUILLAS ROAD), TURN
 BA0426'RIGHT, N, ONTO GRADED ROAD GO 4.7 MILES TO CROSSROADS AT A
 BA0426'SIGN HOT SPRINGS 29 MI. (THIS POINT IS 12.6 MILES S OF PERSIMMON
 BA0426'GAP ON THE MARATHON-BOQUILLAS AND IS KNOWN LOCALLY AS MAILBOX
 BA0426'TANK), LEAVE GRADED ROAD, TURN RIGHT, E, ONTO AN UNIMPROVED
 BA0426'ROAD, GO 2.45 MILES, CROSS OLD BOQUILLAS ROAD, CONTINUE
 BA0426'STRAIGHT AHEAD, E, 0.6 MILE TO GATE, CONTINUE 0.2 MILE TO
 BA0426'HOUSE, PASS THROUGH GATE TURN RIGHT, S, GO 0.1 MILE, TAKE
 BA0426'LEFT FORK, GO 1.35 MILES, TAKE RIGHT FORK GO 1.6 MILES
 BA0426'TO AN OLD EARTH RESERVOIR AND END OF TRUCK TRAVEL.  FROM
 BA0426'HERE GO STRAIGHT E ON THE N SIDE OF ARROYO AND CANYON TO
 BA0426'TOP OF RIDGE, THEN BEAR RIGHT, S, ALONG TOP OF RIDGE TO
 BA0426'STATION.  A 2-1/2 HOUR PACK WITH LOAD.  WATER AT MARTINS
 BA0426'RANCH.
 BA0426'
 BA0426'FOUR-FOOT STAND USED.
 BA0426
 BA0426                          STATION RECOVERY (1943)
 BA0426
 BA0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0426'ALL MARKS RECOVERED IN GOOD CONDITION.
 BA0426'
 BA0426'STATION IS ABOUT 22 MILES N OF BOQUILLAS, 7 MILES E OF THE
 BA0426'MARATHON-BOQUILLAS ROAD, AND 14 MILES SE OF PERSIMMON GAP.  ON
 BA0426'THE HIGHEST POINT OF A LONG NARROW RIDGE, KNOWN LOCALLY AS
 BA0426'DEADHORSE MOUNTAINS.
 BA0426'
 BA0426'THE STATION MARK IS A BRONZE TRIANGULATION-STATION DISK, STAMPED
 BA0426'STUART 1934, CEMENTED IN A DRILL HOLE IN A BOULDER.
 BA0426'
 BA0426'REFERENCE MARK NO. 1 IS NE OF THE STATION.  A BRONZE
 BA0426'REFERENCE-MARK DISK, STAMPED STUART NO. 1 1934, CEMENTED IN
 BA0426'A DRILL HOLE IN A BOULDER.
 BA0426'
 BA0426'REFERENCE MARK NO. 2 IS S OF THE STATION.  A BRONZE
 BA0426'REFERENCE-MARK DISK, STAMPED STUART NO. 2 1934, CEMENTED IN A
 BA0426'DRILL HOLE IN A BOULDER.
 BA0426'
 BA0426'THE AZIMUTH MARK IS U.S.G.S. STATION SUE PEAK, N OF THE
 BA0426'STATION, ON THE FIRST HUMP OF SAME RIDGE AS STATION.
 BA0426'
 BA0426'TO REACH FROM MARATHON GO S ON THE TERLINGUA AND BOQUILLAS
 BA0426'ROAD ABOUT 42 MILES TO THE PERSIMMON GAP SERVICE STATION.
 BA0426'CONTINUE S ON THE BOQUILLAS ROAD 11.8 MILES TO MAILBOX TANK.
 BA0426'HERE TURN LEFT OFF THE ROAD AND GO E ON AN UNIMPROVED ROAD
 BA0426'2.5 MILES.  CROSS THE BOQUILLAS ROAD AND CONTINUE E (STRAIGHT
 BA0426'AHEAD) 0.6 MILE TO GATE.  PASS THROUGH GATE AND CONTINUE 0.2
 BA0426'MILE TO HOUSE.  PASS THROUGH GATE, TURN RIGHT, AND GO S
 BA0426'0.1 MILE.  TAKE THE LEFT FORK 1.4 MILES.  TAKE RIGHT FORK AND
 BA0426'GO 1.6 MILES TO AN OLD DIRT TANK AND THE END OF TRUCK TRAVEL.
 BA0426'PACK STRAIGHT E ALONG THE N SIDE OF THE CANYON TO THE TOP
 BA0426'OF THE RIDGE, THEN BEAR RIGHT AND GO S ALONG THE RIDGE TOP
 BA0426'TO THE STATION.
 BA0426'
 BA0426'NOTE--THIS STATION WAS USED FOR ANGLE CHECK AT STATIONS
 BA0426'PERSIMMON AND BLACK, AND WAS NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0523 ***********************************************************************
 EN0523  DESIGNATION -  STUD
 EN0523  PID         -  EN0523
 EN0523  STATE/COUNTY-  TX/RANDALL
 EN0523  USGS QUAD   -  NANCE RANCH (1984)
 EN0523
 EN0523                         *CURRENT SURVEY CONTROL
 EN0523  ___________________________________________________________________
 EN0523* NAD 83(1986)-  34 55 07.     (N)    101 46 28.     (W)     SCALED    
 EN0523* NAVD 88     -      1089.592  (meters)    3574.77   (feet)  ADJUSTED  
 EN0523  ___________________________________________________________________
 EN0523  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EN0523  DYNAMIC HT  -        1088.267 (meters)    3570.42  (feet)  COMP
 EN0523  MODELED GRAV-     979,381.2   (mgal)                       NAVD 88
 EN0523
 EN0523  VERT ORDER  -  SECOND    CLASS 0
 EN0523
 EN0523.The horizontal coordinates were scaled from a topographic map and have
 EN0523.an estimated accuracy of +/- 6 seconds.
 EN0523
 EN0523.The orthometric height was determined by differential leveling
 EN0523.and adjusted by the National Geodetic Survey in June 1991..
 EN0523
 EN0523.The geoid height was determined by GEOID03.
 EN0523
 EN0523.The dynamic height is computed by dividing the NAVD 88
 EN0523.geopotential number by the normal gravity value computed on the
 EN0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0523.degrees latitude (g = 980.6199 gals.).
 EN0523
 EN0523.The modeled gravity was interpolated from observed gravity values.
 EN0523
 EN0523;                    North         East    Units  Estimated Accuracy
 EN0523;SPC TX N     - 1,101,940.      174,920.      MT  (+/- 180 meters Scaled)
 EN0523
 EN0523                          SUPERSEDED SURVEY CONTROL
 EN0523
 EN0523  NGVD 29 (??/??/92) 1089.121  (m)         3573.22   (f) ADJ UNCH    2 0
 EN0523
 EN0523.Superseded values are not recommended for survey control.
 EN0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0523.See file dsdata.txt to determine how the superseded data were derived.
 EN0523
 EN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD465675(NAD 83)
 EN0523_MARKER: DB = BENCH MARK DISK
 EN0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0523_STAMPING: STUD 1943
 EN0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0523+STABILITY: SURFACE MOTION
 EN0523
 EN0523  HISTORY     - Date     Condition        Report By
 EN0523  HISTORY     - 1943     MONUMENTED       CGS
 EN0523
 EN0523                          STATION DESCRIPTION
 EN0523
 EN0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0523'13.5 MI SE FROM CANYON.
 EN0523'9.0 MILES EAST ALONG PALO DURO DRIVE FROM THE COUNTY COURTHOUSE AT
 EN0523'CANYON, RANDALL COUNTY, THENCE 4.5 MILES SOUTH ALONG A GRADED ROAD.
 EN0523'0.6 MILE SOUTH OF A CATTLE GUARD, NEAR A WINDMILL, 51.8 FEET NORTHWEST
 EN0523'OF THE NORTHWEST GATEPOST, 39 FEET EAST OF THE CENTERLINE OF THE ROAD,
 EN0523'14.5 FEET NORTHEAST OF A FENCE CORNER, 3.8 FEET SOUTHWEST OF THE
 EN0523'RIGHT-OF-WAY FENCE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST. A
 EN0523'STANDARD DISK, STAMPED STUD 1943 AND SET IN THE TOP OF A CONCRETE
 EN0523'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1894 ***********************************************************************
 FL1894  DESIGNATION -  SUB BASE J 3606 1951
 FL1894  PID         -  FL1894
 FL1894  STATE/COUNTY-  TX/HEMPHILL
 FL1894  USGS QUAD   -  DADS CREEK (1967)
 FL1894
 FL1894                         *CURRENT SURVEY CONTROL
 FL1894  ___________________________________________________________________
 FL1894* NAD 83(1993)-  35 39 55.04790(N)    100 21 47.05856(W)     ADJUSTED  
 FL1894* NAVD 88     -       870.     (meters)    2854.     (feet)  SCALED    
 FL1894  ___________________________________________________________________
 FL1894  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 FL1894  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FL1894
 FL1894  HORZ ORDER  -  SECOND
 FL1894
 FL1894.The horizontal coordinates were established by classical geodetic methods
 FL1894.and adjusted by the National Geodetic Survey in February 1996..
 FL1894
 FL1894.The orthometric height was scaled from a topographic map.
 FL1894
 FL1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1894
 FL1894.The geoid height was determined by GEOID03.
 FL1894
 FL1894;                    North         East     Units Scale Factor Converg.
 FL1894;SPC TX N     - 1,185,334.679   302,930.565   MT  0.99992016   +0 39 32.0
 FL1894;SPC TX N     - 3,888,885.53    993,864.70   sFT  0.99992016   +0 39 32.0
 FL1894;UTM  14      - 3,947,681.101   376,628.800   MT  0.99978756   -0 47 41.4
 FL1894
 FL1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1894!SPC TX N     -   0.99986773  x   0.99992016  =   0.99978790
 FL1894!UTM  14      -   0.99986773  x   0.99978756  =   0.99965532
 FL1894
 FL1894                          SUPERSEDED SURVEY CONTROL
 FL1894
 FL1894  NAD 83(1993)-  35 39 55.04832(N)    100 21 47.05799(W) AD(       ) 2
 FL1894  NAD 83(1986)-  35 39 55.05262(N)    100 21 47.04739(W) AD(       ) 2
 FL1894  NAD 27      -  35 39 54.89500(N)    100 21 45.58900(W) AD(       ) 2
 FL1894
 FL1894.Superseded values are not recommended for survey control.
 FL1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1894.See file dsdata.txt to determine how the superseded data were derived.
 FL1894
 FL1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7662947681(NAD 83)
 FL1894_MARKER: Z = SEE DESCRIPTION
 FL1894_SETTING: 0 = UNSPECIFIED SETTING
 FL1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1894
 FL1894  HISTORY     - Date     Condition        Report By
 FL1894  HISTORY     - 1951     MONUMENTED       CGS
 FL1894
 FL1894                          STATION DESCRIPTION
 FL1894
 FL1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FL1894'SUB BASE J 3606 IS 51 FEET WEST OF THE CENTERLINE OF THE
 FL1894'HIGHWAY, AND IN A NORTH-SOUTH FENCE LINE.  THE MARK IS A BRASS
 FL1894'PLUG CEMENTED IN THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS
 FL1894'2 INCHES.  THE PLUG IS STAMPED J 3606.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0406 ***********************************************************************
 BA0406  DESIGNATION -  SUE PEAK
 BA0406  PID         -  BA0406
 BA0406  STATE/COUNTY-  TX/BREWSTER
 BA0406  USGS QUAD   -  SUE PEAKS (1971)
 BA0406
 BA0406                         *CURRENT SURVEY CONTROL
 BA0406  ___________________________________________________________________
 BA0406* NAD 83(1993)-  29 25 14.63950(N)    102 58 48.31086(W)     ADJUSTED  
 BA0406* NAVD 88     -      1784.     (meters)    5853.     (feet)  SCALED    
 BA0406  ___________________________________________________________________
 BA0406  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BA0406  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 BA0406
 BA0406  HORZ ORDER  -  FIRST
 BA0406
 BA0406.The horizontal coordinates were established by classical geodetic methods
 BA0406.and adjusted by the National Geodetic Survey in February 1996..
 BA0406
 BA0406.The orthometric height was scaled from a topographic map.
 BA0406
 BA0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0406
 BA0406.The geoid height was determined by GEOID03.
 BA0406
 BA0406;                    North         East     Units Scale Factor Converg.
 BA0406;SPC TXSC     - 4,182,496.488   213,892.561   MT  0.99986436   -1 56 59.6
 BA0406;SPC TXSC     -13,722,073.89    701,745.84   sFT  0.99986436   -1 56 59.6
 BA0406;UTM  13      - 3,256,297.917   695,958.616   MT  1.00007384   +0 59 33.1
 BA0406
 BA0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0406!SPC TXSC     -   0.99972316  x   0.99986436  =   0.99958755
 BA0406!UTM  13      -   0.99972316  x   1.00007384  =   0.99979698
 BA0406
 BA0406|---------------------------------------------------------------------|
 BA0406| PID    Reference Object                     Distance      Geod. Az  |
 BA0406|                                                           dddmmss.s |
 BA0406| CI0571 SUE PEAK RM 1                         6.526 METERS 14745     |
 BA0406| BA0427 ERNST                               APPROX.16.8 KM 1904130.7 |
 BA0406| CI0572 SUE PEAK RM 2                         7.529 METERS 22800     |
 BA0406|---------------------------------------------------------------------|
 BA0406
 BA0406                          SUPERSEDED SURVEY CONTROL
 BA0406
 BA0406  NAD 83(1986)-  29 25 14.63617(N)    102 58 48.32313(W) AD(       ) 1
 BA0406  NAD 27      -  29 25 13.91800(N)    102 58 46.73200(W) AD(       ) 1
 BA0406
 BA0406.Superseded values are not recommended for survey control.
 BA0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0406.See file dsdata.txt to determine how the superseded data were derived.
 BA0406
 BA0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN9595956298(NAD 83)
 BA0406_MARKER: DS = TRIANGULATION STATION DISK
 BA0406_SETTING: 80 = SET IN A BOULDER
 BA0406_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BA0406
 BA0406  HISTORY     - Date     Condition        Report By
 BA0406  HISTORY     - 1934     MONUMENTED       USGS
 BA0406
 BA0406                          STATION DESCRIPTION
 BA0406
 BA0406'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 BA0406'ABOUT 16 MILES NORTH OF BOQUILLAS, 9 MILES WEST OF THE RIO
 BA0406'GRANDE AND 8 MILES EAST OF MARTINS RANCH.  IT IS ON THE HIGHEST
 BA0406'PEAK IN THE VICINITY AND THE MOST SOUTHERN OF TWO CONE-SHAPED
 BA0406'PEAKS ON THE SOUTHERN END OF THE DEADHORSE MOUNTAINS.  THESE
 BA0406'PEAKS BLUFF SHARP TO THE EAST AND NORTHEAST AND SLOPE GRADUALLY
 BA0406'TO THE WEST AND SOUTHWEST.
 BA0406'
 BA0406'TO REACH FROM MARTINS RANCH, GO NORTHEAST 0.2 MILE TO WIRE
 BA0406'GATE, CONTINUE 0.45 MILE AND TAKE RIGHT FORK, CONTINUE 0.9
 BA0406'MILE TO OLD ADOBE HOUSE AT MOUTH OF CANYON, CONTINUE 1.95
 BA0406'MILES TO WIRE GATE, CONTINUE 1.8 MILES AND TAKE LEFT FORK
 BA0406'(MAIN ROAD).  CONTINUE 0.2 MILE TO FORK POSTED, BOQUILLAS,
 BA0406'TURN SHARP RIGHT ONTO THIS ROAD AND GO 0.95 MILE OR JUST
 BA0406'SOUTH OF A SMALL WHITE CUT IN THE ROAD, TURN SHARP LEFT ONTO
 BA0406'DIM ROAD AND GO 2.2 MILES TO THE REMAINS OF AN OLD HOUSE AND END OF
 BA0406'TRUCK TRAVEL.  THE PEAK IS EAST-NORTHEAST FROM THIS POINT.
 BA0406'FROM HERE GO NORTHEAST TO POINT JUST NORTH OF FIRST SMALL
 BA0406'CANYON, JUST NORTH OF LARGE DEEP CANYON.  GO UP RIDGE TO
 BA0406'THE TOP OF SADDLE, FROM HERE CONTINUE EAST AND NORTHEAST TO
 BA0406'THE STATION ON TOP OF HIGHEST AND MOST EASTERLY OF TWO
 BA0406'PEAKS.  THIS CLIMB WILL TAKE 4 OR 5 HOURS WITH AN AVERAGE PACK
 BA0406'AND IS VERY ROCKY AND ROUGH.
 BA0406'
 BA0406'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BOULDER.
 BA0406'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BA0406'BRONZE DISKS SET IN CONCRETE IN OUTCROPPING BEDROCK.
 BA0406'
 BA0406'AZIMUTH MARK IS NORTHWEST OF STATION ON THE NEXT PEAK ALONG THE
 BA0406'RIDGE.  IT IS SET IN ROCK ON THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0756 ***********************************************************************
 AO0756  DESIGNATION -  SUGAR
 AO0756  PID         -  AO0756
 AO0756  STATE/COUNTY-  TX/ZAVALA
 AO0756  USGS QUAD   -  SUGAR CREEK (1972)
 AO0756
 AO0756                         *CURRENT SURVEY CONTROL
 AO0756  ___________________________________________________________________
 AO0756* NAD 83(1993)-  28 39 19.79226(N)    099 34 09.38007(W)     ADJUSTED  
 AO0756* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 AO0756  ___________________________________________________________________
 AO0756  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AO0756  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AO0756
 AO0756  HORZ ORDER  -  FIRST
 AO0756
 AO0756.The horizontal coordinates were established by classical geodetic methods
 AO0756.and adjusted by the National Geodetic Survey in February 1996..
 AO0756
 AO0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0756
 AO0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0756
 AO0756.The geoid height was determined by GEOID03.
 AO0756
 AO0756;                    North         East     Units Scale Factor Converg.
 AO0756;SPC TXSC     - 4,091,255.183   544,351.760   MT  0.99993301   -0 16 44.0
 AO0756;SPC TXSC     -13,422,726.38  1,785,927.40   sFT  0.99993301   -0 16 44.0
 AO0756;UTM  14      - 3,169,951.237   444,369.576   MT  0.99963819   -0 16 22.8
 AO0756
 AO0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0756!SPC TXSC     -   0.99997549  x   0.99993301  =   0.99990850
 AO0756!UTM  14      -   0.99997549  x   0.99963819  =   0.99961369
 AO0756
 AO0756:                Primary Azimuth Mark                     Grid Az
 AO0756:SPC TXSC     -  SUGAR AZ MK                              000 50 38.4
 AO0756:UTM  14      -  SUGAR AZ MK                              000 50 17.2
 AO0756
 AO0756|---------------------------------------------------------------------|
 AO0756| PID    Reference Object                     Distance      Geod. Az  |
 AO0756|                                                           dddmmss.s |
 AO0756| CV6434 SUGAR AZ MK                                        0003354.4 |
 AO0756| CV6435 SUGAR RM 1                            8.271 METERS 00303     |
 AO0756| AO0757 BIG WELLS MUN TANK                  APPROX. 8.9 KM 1811547.8 |
 AO0756| CV6436 SUGAR RM 2                           23.937 METERS 27538     |
 AO0756|---------------------------------------------------------------------|
 AO0756
 AO0756                          SUPERSEDED SURVEY CONTROL
 AO0756
 AO0756  NAD 83(1986)-  28 39 19.78994(N)    099 34 09.35811(W) AD(       ) 1
 AO0756  NAD 27      -  28 39 18.86119(N)    099 34 08.19020(W) AD(       ) 1
 AO0756  NGVD 29 (07/19/86)  179.9    (m)          590.     (f) VERT ANG       
 AO0756
 AO0756.Superseded values are not recommended for survey control.
 AO0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0756.See file dsdata.txt to determine how the superseded data were derived.
 AO0756
 AO0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS4437069951(NAD 83)
 AO0756_MARKER: DS = TRIANGULATION STATION DISK
 AO0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0756
 AO0756  HISTORY     - Date     Condition        Report By
 AO0756  HISTORY     - 1971     MONUMENTED       NGS
 AO0756  HISTORY     - 20010823 MARK NOT FOUND   USPSQD
 AO0756
 AO0756                          STATION DESCRIPTION
 AO0756
 AO0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0756'THE STATION IS ABOUT 5-1/2 MILES NORTH OF BIG WELLS AND 1 MILE NORTH
 AO0756'OF THE DIMMIT-ZAVALA COUNTY LINE, ON THE EAST RIGHT-OF-WAY OF FARM
 AO0756'ROAD 1867.
 AO0756'
 AO0756'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND FARM
 AO0756'ROAD 1867 IN BIG WELLS, GO NORTH ON FARM ROAD 1867 FOR 4.7 MILES TO
 AO0756'THE DIMMIT-ZAVALA COUNTY LINE.  CONTINUE NORTH ON FARM ROAD 1867
 AO0756'FOR 0.85 MILE TO THE STATION ON THE RIGHT.
 AO0756'
 AO0756'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON FARM ROAD 1867
 AO0756'FOR 0.9 MILE TO THE MARK ON THE RIGHT.
 AO0756'
 AO0756'STATION MARKS ARE STANDARD DISK, STAMPED SUGAR 1971.  THE SURFACE
 AO0756'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0756'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 38.0 FEET EAST OF
 AO0756'THE CENTER OF FARM ROAD 1867, 3.5 FEET SOUTH-SOUTHWEST OF A WITNESS
 AO0756'POST AND 2.4 FEET WEST OF A FENCE.  THE UNDERGROUND MARK IS SET IN
 AO0756'AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0756'
 AO0756'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SUGAR NO 1 1971, SET IN
 AO0756'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0756'WITH THE GROUND SURFACE.  IT IS 39.0 FEET EAST OF THE CENTER OF FARM
 AO0756'ROAD 1867, 24.6 FEET NORTH OF THE WITNESS POST, 1.1 FEET WEST OF
 AO0756'THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0756'
 AO0756'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SUGAR NO 2 1971, SET IN
 AO0756'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0756'WITH THE GROUND SURFACE.  IT IS 41.0 FEET WEST OF THE CENTER OF FARM
 AO0756'ROAD 1867, 42.0 FEET NORTH OF THE CENTER OF A GATE, 1.5 FEET EAST
 AO0756'OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0756'
 AO0756'AZIMUTH MARK IS A STANDARD DISK, STAMPED SUGAR 1971, SET IN THE TOP
 AO0756'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AO0756'GROUND SURFACE.  IT IS 39.0 FEET EAST OF THE CENTER OF FARM ROAD
 AO0756'1867, 1.9 FEET SOUTHWEST OF A WITNESS POST AND 1.5 FEET WEST OF A
 AO0756'T-FENCE CORNER.
 AO0756'
 AO0756'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
 AO0756
 AO0756                          STATION RECOVERY (2001)
 AO0756
 AO0756'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6952 ***********************************************************************
 AW6952  DESIGNATION -  SUGAR LAND IMPERIAL SUGAR W TK
 AW6952  PID         -  AW6952
 AW6952  STATE/COUNTY-  TX/FORT BEND
 AW6952  USGS QUAD   -  SUGAR LAND (1995)
 AW6952
 AW6952                         *CURRENT SURVEY CONTROL
 AW6952  ___________________________________________________________________
 AW6952* NAD 83(1993)-  29 37 18.27766(N)    095 38 05.76680(W)     ADJUSTED  
 AW6952* NAVD 88     -                                                        
 AW6952  ___________________________________________________________________
 AW6952  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW6952  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6952
 AW6952  HORZ ORDER  -  THIRD
 AW6952
 AW6952.The horizontal coordinates were established by classical geodetic methods
 AW6952.and adjusted by the National Geodetic Survey in February 1996..
 AW6952
 AW6952
 AW6952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6952
 AW6952.The geoid height was determined by GEOID03.
 AW6952
 AW6952;                    North         East     Units Scale Factor Converg.
 AW6952;SPC TXSC     - 4,202,891.617   925,821.359   MT  0.99987573   +1 38 54.9
 AW6952;SPC TXSC     -13,788,986.91  3,037,465.58   sFT  0.99987573   +1 38 54.9
 AW6952;UTM  15      - 3,279,773.735   244,862.043   MT  1.00040326   -1 18 11.1
 AW6952
 AW6952                          SUPERSEDED SURVEY CONTROL
 AW6952
 AW6952  NAD 83(1986)-  29 37 18.29158(N)    095 38 05.74905(W) AD(       ) 4
 AW6952  NAD 27      -  29 37 17.44537(N)    095 38 04.94731(W) AD(       ) 3
 AW6952
 AW6952.Superseded values are not recommended for survey control.
 AW6952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6952.See file dsdata.txt to determine how the superseded data were derived.
 AW6952
 AW6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4486279774(NAD 83)
 AW6952_MARKER: 53 = ELEVATED TANK
 AW6952
 AW6952  HISTORY     - Date     Condition        Report By
 AW6952  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6952  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW6952
 AW6952                          STATION DESCRIPTION
 AW6952
 AW6952'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6952'THE STATION IS LOCATED DIRECTLY BEHIND THE IMPERIAL SUGAR
 AW6952'CO. IN SUGAR LAND.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING
 AW6952'THE TANK PROPER.  THE TANK HAS A CONICAL SHAPED ROOF WITH
 AW6952'A BALL AT THE APEX.  THE OVERALL HEIGHT IS ABOUT 135 FEET.
 AW6952'
 AW6952'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 AW6952
 AW6952                          STATION RECOVERY (1993)
 AW6952
 AW6952'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6953 ***********************************************************************
 AW6953  DESIGNATION -  SUGAR LAND IMPERIAL SUGAR TK
 AW6953  PID         -  AW6953
 AW6953  STATE/COUNTY-  TX/FORT BEND
 AW6953  USGS QUAD   -  SUGAR LAND (1995)
 AW6953
 AW6953                         *CURRENT SURVEY CONTROL
 AW6953  ___________________________________________________________________
 AW6953* NAD 83(1993)-  29 37 18.84600(N)    095 38 00.32864(W)     ADJUSTED  
 AW6953* NAVD 88     -                                                        
 AW6953  ___________________________________________________________________
 AW6953  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW6953  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6953
 AW6953  HORZ ORDER  -  THIRD
 AW6953
 AW6953.The horizontal coordinates were established by classical geodetic methods
 AW6953.and adjusted by the National Geodetic Survey in February 1996..
 AW6953
 AW6953
 AW6953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6953
 AW6953.The geoid height was determined by GEOID03.
 AW6953
 AW6953;                    North         East     Units Scale Factor Converg.
 AW6953;SPC TXSC     - 4,202,913.317   925,967.078   MT  0.99987574   +1 38 57.6
 AW6953;SPC TXSC     -13,789,058.11  3,037,943.66   sFT  0.99987574   +1 38 57.6
 AW6953;UTM  15      - 3,279,787.910   245,008.763   MT  1.00040234   -1 18 08.4
 AW6953
 AW6953                          SUPERSEDED SURVEY CONTROL
 AW6953
 AW6953  NAD 83(1986)-  29 37 18.85995(N)    095 38 00.31101(W) AD(       ) 4
 AW6953  NAD 27      -  29 37 18.01653(N)    095 37 59.50403(W) AD(       ) 3
 AW6953
 AW6953.Superseded values are not recommended for survey control.
 AW6953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6953.See file dsdata.txt to determine how the superseded data were derived.
 AW6953
 AW6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4500979788(NAD 83)
 AW6953_MARKER: 53 = ELEVATED TANK
 AW6953
 AW6953  HISTORY     - Date     Condition        Report By
 AW6953  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6953  HISTORY     - 1952     GOOD             CGS
 AW6953  HISTORY     - 1968     GOOD             CGS
 AW6953  HISTORY     - 19931204 GOOD             USPSQD
 AW6953  HISTORY     - 19981009 GOOD             USPSQD
 AW6953  HISTORY     - 20040323 GOOD             USPSQD
 AW6953
 AW6953                          STATION DESCRIPTION
 AW6953
 AW6953'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6953'THIS INTERSECTION STATION IS LOCATED IN THE NE PART OF THE
 AW6953'TOWN OF SUGARLAND, 35 PACES E OF THE CENTER LINE OF MAIN
 AW6953'STREET, AND 40 PACES N OF THE MARSHALL WAREHOUSE.  THE TANK
 AW6953'AND FOUR-LEG TRUSSWORK SUPPORTING TOWER ARE BUILT OF STEEL,
 AW6953'PAINTED ALUMINUM.  IT IS 262 FEET HIGH AND WAS BUILT IN 1925.
 AW6953'THE POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF
 AW6953'OF THE TANK.
 AW6953
 AW6953                          STATION RECOVERY (1952)
 AW6953
 AW6953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLL)
 AW6953'THE STATION IS LOCATED JUST NORTHEAST OF THE IMPERIAL SUGAR
 AW6953'CO. AND ABOUT 50 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 AW6953'PAVED STREET IN SUGAR LAND.  IT IS A 4 LEGGED STEEL STRUCTURE
 AW6953'SUPPORTING THE TANK PROPER.  THE TANK HAS A CONICAL SHAPED
 AW6953'ROOF WITH A BALL AND A RED LIGHT AT THE APEX.  THE OVERALL
 AW6953'HEIGHT IS ABOUT 240 FEET.
 AW6953'
 AW6953'THE BALL AND LIGHT AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 AW6953
 AW6953                          STATION RECOVERY (1968)
 AW6953
 AW6953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6953'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 AW6953'BY F.B.Q. 1942 WITH ONE EXCEPTION.  THE OVER-ALL HEIGHT
 AW6953'WAS FOUND TO BE 240 FEET.
 AW6953'
 AW6953'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 AW6953
 AW6953                          STATION RECOVERY (1993)
 AW6953
 AW6953'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6953'RECOVERED IN GOOD CONDITION.
 AW6953
 AW6953                          STATION RECOVERY (1998)
 AW6953
 AW6953'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6953'RECOVERED IN GOOD CONDITION.
 AW6953
 AW6953                          STATION RECOVERY (2004)
 AW6953
 AW6953'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2372 ***********************************************************************
 AW2372  DESIGNATION -  SUGARLAND
 AW2372  PID         -  AW2372
 AW2372  STATE/COUNTY-  TX/FORT BEND
 AW2372  USGS QUAD   -  MISSOURI CITY (1995)
 AW2372
 AW2372                         *CURRENT SURVEY CONTROL
 AW2372  ___________________________________________________________________
 AW2372* NAD 83(1993)-  29 35 17.64819(N)    095 35 37.85414(W)     ADJUSTED  
 AW2372* NAVD 88     -        21.134  (meters)      69.34   (feet)  ADJUSTED  
 AW2372  ___________________________________________________________________
 AW2372  X           -    -541,082.793 (meters)                     COMP
 AW2372  Y           -  -5,524,496.652 (meters)                     COMP
 AW2372  Z           -   3,130,760.466 (meters)                     COMP
 AW2372  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW2372  ELLIP HEIGHT-          -6.14  (meters)          (02/16/96) GPS OBS
 AW2372  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2372  DYNAMIC HT  -          21.105 (meters)      69.24  (feet)  COMP
 AW2372  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 AW2372  OBS GRAVITY -     979,273.3   (mgal)                       GRAV_OBS
 AW2372
 AW2372  HORZ ORDER  -  FIRST
 AW2372  VERT ORDER  -  FIRST     CLASS II
 AW2372  ELLP ORDER  -  FIFTH     CLASS I
 AW2372
 AW2372.The horizontal coordinates were established by classical geodetic methods
 AW2372.and adjusted by the National Geodetic Survey in February 1996..
 AW2372
 AW2372.The orthometric height was determined by differential leveling
 AW2372.and adjusted by the National Geodetic Survey in June 1991..
 AW2372
 AW2372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2372
 AW2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2372
 AW2372.The ellipsoidal height was determined by GPS observations
 AW2372.and is referenced to NAD 83.
 AW2372
 AW2372.The geoid height was determined by GEOID03.
 AW2372
 AW2372.The dynamic height is computed by dividing the NAVD 88
 AW2372.geopotential number by the normal gravity value computed on the
 AW2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2372.degrees latitude (g = 980.6199 gals.).
 AW2372
 AW2372.The modeled gravity was interpolated from observed gravity values.
 AW2372.The observed gravity was obtained from relative gravimeter ties
 AW2372.to the IGSN71 gravity network.
 AW2372
 AW2372;                    North         East     Units Scale Factor Converg.
 AW2372;SPC TXSC     - 4,199,294.582   929,906.609   MT  0.99987298   +1 40 07.4
 AW2372;SPC TXSC     -13,777,185.64  3,050,868.60   sFT  0.99987298   +1 40 07.4
 AW2372;UTM  15      - 3,275,969.195   248,758.713   MT  1.00037892   -1 16 53.1
 AW2372
 AW2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2372!SPC TXSC     -   1.00000096  x   0.99987298  =   0.99987394
 AW2372!UTM  15      -   1.00000096  x   1.00037892  =   1.00037988
 AW2372
 AW2372|---------------------------------------------------------------------|
 AW2372| PID    Reference Object                     Distance      Geod. Az  |
 AW2372|                                                           dddmmss.s |
 AW2372| AW4741 SUGARLAND RM 4                       26.596 METERS 11303     |
 AW2372| AW4951 SUGARLAND RM 2                       27.579 METERS 11516     |
 AW2372| CV6834 SUGARLAND AZ MK 2                                  1314926.7 |
 AW2372| CV6835 SUGARLAND AZ MK 3                                  1315735.0 |
 AW2372| AW6951 SUGARLAND RM 3                        4.402 METERS 19641     |
 AW2372| AW4742 SUGARLAND AZ                                       2921320.9 |
 AW2372| AW6956 CENTRAL HARLEM STATE FARM TANK      APPROX. 7.3 KM 2943039.2 |
 AW2372| AW6953 SUGAR LAND IMPERIAL SUGAR TK        APPROX. 5.3 KM 3141418.4 |
 AW2372| AW2371 SUGARLAND RM 1                       23.153 METERS 33535     |
 AW2372|---------------------------------------------------------------------|
 AW2372
 AW2372                          SUPERSEDED SURVEY CONTROL
 AW2372
 AW2372  NAD 83(1986)-  29 35 17.66180(N)    095 35 37.83670(W) AD(       ) 1
 AW2372  NAD 27      -  29 35 16.81653(N)    095 35 37.03267(W) AD(       ) 1
 AW2372  NGVD 29 (12/23/87)   21.129  (m)           69.32   (f) ADJUSTED    1 2
 AW2372
 AW2372.Superseded values are not recommended for survey control.
 AW2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2372.See file dsdata.txt to determine how the superseded data were derived.
 AW2372
 AW2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4875975969(NAD 83)
 AW2372_MARKER: DS = TRIANGULATION STATION DISK
 AW2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2372_SP_SET: CONCRETE POST
 AW2372_STAMPING: SUGARLAND 1942
 AW2372_MARK LOGO: CGS   
 AW2372_PROJECTION: PROJECTING 15 CENTIMETERS
 AW2372_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2372+STABILITY: SURFACE MOTION
 AW2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2372+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AW2372
 AW2372  HISTORY     - Date     Condition        Report By
 AW2372  HISTORY     - 1942     MONUMENTED       CGS
 AW2372  HISTORY     - 1943     GOOD             CGS
 AW2372  HISTORY     - 1952     GOOD             CGS
 AW2372  HISTORY     - 1957     GOOD             HLPCO
 AW2372  HISTORY     - 1957     GOOD             CGS
 AW2372  HISTORY     - 1968     GOOD             CGS
 AW2372  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW2372  HISTORY     - 1973     GOOD             LOCENG
 AW2372  HISTORY     - 1973     GOOD             NGS
 AW2372  HISTORY     - 1973     GOOD             NGS
 AW2372  HISTORY     - 1974     GOOD             NGS
 AW2372  HISTORY     - 1974     GOOD             NGS
 AW2372  HISTORY     - 1974     GOOD             DOD
 AW2372  HISTORY     - 1978     GOOD             NGS
 AW2372  HISTORY     - 1984     GOOD             TXHD
 AW2372  HISTORY     - 1986     GOOD             NGS
 AW2372  HISTORY     - 1987     GOOD             NGS
 AW2372  HISTORY     - 1987     GOOD             USPSQD
 AW2372  HISTORY     - 1987     GOOD             USPSQD
 AW2372  HISTORY     - 1989     GOOD             USPSQD
 AW2372  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW2372
 AW2372                          STATION DESCRIPTION
 AW2372
 AW2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW2372'STATION IS LOCATED ABOUT 3.5 MILES SE OF SUGARLAND ON THE
 AW2372'N SIDE OF STATE HIGHWAY 6 JUST E OF A DIRT CROSS ROAD, 75
 AW2372'FEET N OF THE CENTER LINE OF THE HIGHWAY, 85.5 FEET NE OF
 AW2372'THE CROSS ROAD INTERSECTION, 57 FEET N OF A SIGN HUMBLE CAMP,
 AW2372'AND 36 FEET E OF THE CENTER LINE OF THE DIRT ROAD.  IT IS
 AW2372'STAMPED SUGARLAND 1942 AND PROJECTS ABOUT 6 INCHES.
 AW2372'
 AW2372'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW2372'BRONZE DISKS SET IN CONCRETE.
 AW2372'
 AW2372'REFERENCE MARK NO. 1 IS N OF THE STATION, 24 FEET E OF THE
 AW2372'CENTER LINE OF THE DIRT ROAD, AND 10 FEET N OF A TELEPHONE
 AW2372'POLE.  IT IS STAMPED SUGARLAND NO. 1 1942 AND PROJECTS
 AW2372'ABOUT 6 INCHES.
 AW2372'
 AW2372'REFERENCE MARK NO. 2 IS SE OF THE STATION AND 19 FEET NE OF
 AW2372'A TELEPHONE POLE.  IT IS STAMPED SUGARLAND NO. 2 1942 AND
 AW2372'PROJECTS ABOUT 6 INCHES.
 AW2372'
 AW2372'THE AZIMUTH MARK IS WNW OF THE STATION, 42 FEET N OF THE
 AW2372'CENTER LINE OF STATE HIGHWAY 6, AND 3 FEET S OF A WHITE
 AW2372'REFERENCE POST.  IT IS STAMPED SUGARLAND 1942 AND PROJECTS
 AW2372'ABOUT 10 INCHES.
 AW2372'
 AW2372'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AW2372'AND STATE SPUR 58 IN SUGARLAND, GO S ON STATE SPUR 58 FOR
 AW2372'1 MILE TO THE JUNCTION WITH STATE HIGHWAY 6, TURN LEFT, E,
 AW2372'AND GO 2.3 MILES TO THE AZIMUTH MARK ON THE LEFT, N SIDE
 AW2372'OF THE HIGHWAY, CONTINUE E FOR 0.5 MILE TO A DIRT CROSS
 AW2372'ROAD AND STATION.
 AW2372'
 AW2372'A 77-FOOT SIGNAL AT STATE IS VISIBLE AT 77 FEET.
 AW2372'
 AW2372'A 90-FOOT SIGNAL AT RICHMOND MAG IS VISIBLE AT 77 FEET.
 AW2372'
 AW2372'A 77-FOOT SIGNAL AT GASTON IS VISIBLE AT 77 FEET.
 AW2372'
 AW2372'A 90-FOOT SIGNAL AT LIESTMAN IS VISIBLE AT 64 FEET.
 AW2372'
 AW2372'A 77-FOOT SIGNAL AT BELLAIRE IS VISIBLE AT 77 FEET.
 AW2372'
 AW2372'A 77-FOOT SIGNAL AT BUELL IS VISIBLE AT 64 FEET.
 AW2372
 AW2372                          STATION RECOVERY (1943)
 AW2372
 AW2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AW2372'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW2372'CONDITION.
 AW2372'
 AW2372'STATION IS ABOUT 3.5 MILES SE OF SUGARLAND, ALONG STATE
 AW2372'HIGHWAY NO. 6, ABOUT 2.6 MILES SE OF INTERSECTION OF STATE
 AW2372'HIGHWAY NO. 58, 90 FEET NNE OF THE CENTER OF INTERSECTION
 AW2372'OF IMPROVED COUNTY ROAD LEADING S TO HUMBLE CAMP, 75 FEET
 AW2372'N OF THE CENTERLINE OF THE HIGHWAY, 68.3 FEET S OF THE SOUTH
 AW2372'RAIL OF THE MAIN TRACK OF THE SUGARLAND RAILWAY, 61 FEET E OF
 AW2372'THE CENTERLINE OF DIRT ROAD CROSSING TRACK, 6 FEET SW OF A
 AW2372'4 X 4-INCH WOODEN MARKER POST.  IT IS STAMPED
 AW2372'SUGARLAND 1942.  THE MONUMENT PROJECTS ABOUT 0.2 FOOT.
 AW2372'
 AW2372'REFERENCE MARK NO. 1 IS 76 FEET NW OF THE STATION,
 AW2372'42 FEET S OF THE SOUTH RAIL OF THE MAIN TRACK OF THE RAILWAY, 33.5
 AW2372'FEET E OF THE CENTERLINE OF THE DIRT ROAD, 11 FEET OF A POWERLINE
 AW2372'POLE.  IT IS STAMPED SUGARLAND NO 1 1942.  PROJECTS 0.2 FOOT.
 AW2372'
 AW2372'REFERENCE MARK NO. 2 IS 90.5 FEET E OF THE STATION,
 AW2372'ABOUT 100 FEET N OF THE HIGHWAY, 38.3 FEET S OF THE SOUTH
 AW2372'RAIL OF THE RAILWAY, AND 21 FEET E OF A POWERLINE POLE.  IT
 AW2372'IS STAMPED SUGARLAND NO 2 1942.  THE MONUMENT PROJECTS ABOUT
 AW2372'0.1 FOOT.
 AW2372'
 AW2372'AZIMUTH MARK IS ABOUT 0.5 MILE NW FROM THE STATION, 46.5
 AW2372'FEET N OF THE CENTERLINE OF THE HIGHWAY AT THE INTERSECTION
 AW2372'OF A FARM ROAD LEADING SOUTH, 3.5 FEET SW OF RIGHT-OF-WAY
 AW2372'FENCE AND 3.0 FEET S OF A 4 X 4-INCH WOODEN MARKER POST.  IT
 AW2372'IS STAMPED SUGARLAND 1942.  THE MONUMENT PROJECTS ABOUT
 AW2372'0.6 FOOT.
 AW2372
 AW2372                          STATION RECOVERY (1952)
 AW2372
 AW2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW2372'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 AW2372'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 AW2372'MARK WAS DESTROYED WHEN THE HIGHWAY WAS WIDENED, SO A NEW
 AW2372'AZIMUTH MARK WAS ESTABLISHED.
 AW2372'
 AW2372'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW2372'
 AW2372'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF SUGARLAND
 AW2372'ON THE ROAD RIGHT-OF-WAY, 88 FEET NORTHEAST OF THE CENTER
 AW2372'OF STATE HIGHWAY 6, 68 FEET SOUTHWEST OF THE SOUTH RAIL OF
 AW2372'RAILROAD TRACK AND 62 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 AW2372'GRAVELED ROAD.  IT IS STAMPED SUGARLAND 1942 AND PROJECTS
 AW2372'2 INCHES.
 AW2372'
 AW2372'REFERENCE MARK NO. 1 IS ON THE RAILROAD RIGHT-OF-WAY, 25
 AW2372'FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK AND 30 FEET
 AW2372'EAST OF THE CENTER OF NORTH-SOUTH ROAD.  IT IS STAMPED SUGARLAND
 AW2372'NO 1 1942 AND PROJECTS 2 INCHES.
 AW2372'
 AW2372'REFERENCE MARK NO. 2 IS ON THE RAILROAD RIGHT-OF-WAY, 90
 AW2372'FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 6 AND 25 FEET
 AW2372'SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK.  IT IS STAMPED
 AW2372'SUGARLAND NO 2 1942 AND PROJECTS 2 INCHES.
 AW2372'
 AW2372'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 46 FEET SOUTHWEST
 AW2372'OF THE CENTER STATE HIGHWAY 6 AND 1 FOOT NORTHEAST OF A
 AW2372'FENCE LINE.  IT IS STAMPED SUGARLAND 1942 RESET 1952 AND
 AW2372'PROJECTS 6 INCHES.
 AW2372'
 AW2372'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK EAST OF THE
 AW2372'RAILROAD STATION IN SUGARLAND, GO SOUTH ON STATE SPUR 58 FOR 1.0
 AW2372'MILE TO STATE HIGHWAY 6, TURN LEFT AND GO SOUTH AND SOUTHEAST
 AW2372'ON STATE HIGHWAY 6 FOR 2.6 MILES TO A SIDE ROAD ON LEFT AND
 AW2372'STATION AS DESCRIBED, CONTINUE SOUTHEAST FOR 0.3 MILE TO AZIMUTH
 AW2372'MARK ON LEFT AS DESCRIBED.
 AW2372
 AW2372                          STATION RECOVERY (1957)
 AW2372
 AW2372'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1957
 AW2372'FOUND TRIANGULATION STATION IN GOOD CONDITION.  AZIMUTH
 AW2372'MARK HAD BEEN RESET IN 1952 AND WAS IN GOOD CONDITION.
 AW2372
 AW2372                          STATION RECOVERY (1957)
 AW2372
 AW2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BC)
 AW2372'STATION FOUND AS DESCRIBED IN GOOD CONDITION.
 AW2372
 AW2372                          STATION RECOVERY (1968)
 AW2372
 AW2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW2372'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 AW2372'IN GOOD CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS
 AW2372'CHECKED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.  A 0.005
 AW2372'METER SHORTER DISTANCE WAS NOTED AND CHECKED TO REFERENCE
 AW2372'MARK 1.  AZIMUTH MARK 2 HAS BEEN DISTURBED BY EROSION.  AZIMUTH
 AW2372'MARK 3 WAS SET THIS DATE.  REFERENCE MARK 3 WAS ESTABLISHED
 AW2372'THIS DATE AND THE 90 FOOT BILBY STEEL TOWER WAS ERECTED
 AW2372'OVER IT.  ALL OBSERVATIONS WERE TAKEN FROM REFERENCE MARK 3.
 AW2372'
 AW2372'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF SUGAR
 AW2372'LAND, 3-1/2 MILES SOUTH-SOUTHWEST OF STAFFORD AND ON STATE
 AW2372'HIGHWAY 6 RIGHT-OF-WAY PROPERTY.
 AW2372'
 AW2372'TO REACH THE STATION FROM THE POST OFFICE IN SUGAR LAND,
 AW2372'GO SOUTH ON STATE SPUR 58 (BROOKS STREET) FOR 1.1 MILES
 AW2372'TO A T-JUNCTION.  TURN LEFT AND GO SOUTHEAST ON STATE HIGHWAY
 AW2372'6 FOR 2.7 MILES TO A DIAGONAL CROSSROAD AND THE STATION IN
 AW2372'THE NORTHEAST ANGLE OF THE INTERSECTION.
 AW2372'
 AW2372'THE STATION MARK IS A STANDARD DISK STAMPED SUGARLAND 1942,
 AW2372'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW2372'IS FLUSH WITH THE GROUND SURFACE.  IT IS 88 FEET NORTHEAST
 AW2372'OF THE CENTER OF STATE HIGHWAY 6, 68 FEET SOUTHWEST OF THE
 AW2372'SOUTHWEST RAIL OF THE RAILROAD TRACKS, 62 FEET EAST OF
 AW2372'THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD AND 1.0 FOOT
 AW2372'WEST OF A METAL WITNESS POST.
 AW2372'
 AW2372'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SUGARLAND NO
 AW2372'1 1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW2372'PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 AW2372'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS, 30
 AW2372'FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD
 AW2372'AND 11.0 FEET NORTH-NORTHEAST OF POWER LINE POLE NUMBER
 AW2372'19 108.
 AW2372'
 AW2372'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SUGARLAND NO 2
 AW2372'1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW2372'PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT IS 95 FEET
 AW2372'NORTHEAST OF THE CENTER OF STATE HIGHWAY 6, 89.5 FEET
 AW2372'EAST-SOUTHEAST OF THE METAL WITNESS POST AND 38.5 FEET SOUTHWEST
 AW2372'OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS.
 AW2372'
 AW2372'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SUGARLAND 1942
 AW2372'NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW2372'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 AW2372'82.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 AW2372'TRACKS, 75.0 FEET NORTHEAST OF THE INTERSECTION OF STATE
 AW2372'HIGHWAY 6 AND THE NORTH-SOUTH GRAVELED ROAD, 60.0 FEET EAST
 AW2372'OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD AND 14.2 FEET
 AW2372'SOUTH OF THE METAL WITNESS POST SET JUST EAST OF SUGARLAND
 AW2372'1942.
 AW2372'
 AW2372'THE ASTRO HUB IS A 1 X 4 STAKE DRIVEN IN THE GROUND AND MARKED
 AW2372'BY A NAIL IN THE TOP CENTER OF THE STAKE.  FOUR SMALL WOODEN
 AW2372'STAKES SURROUND THE HUB.
 AW2372'
 AW2372'TO REACH AZIMUTH MARK 3 FROM THE CROSSROAD AT THE STATION
 AW2372'SITE, GO SOUTHEAST ON STATE HIGHWAY 6 FOR 0.3 MILE TO A LEVEE
 AW2372'AND THE AZIMUTH MARK ON THE RIGHT, SOUTHWEST, SIDE OF THE
 AW2372'HIGHWAY.
 AW2372'
 AW2372'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUGARLAND 1942 AZ
 AW2372'3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW2372'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 AW2372'77.5 FEET EAST OF THE EAST ONE OF TWO POWER LINE POLES, 57
 AW2372'FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 6, 5.2 FEET
 AW2372'SOUTHWEST OF A METAL WITNESS POST AND 4.6 FEET SOUTHWEST
 AW2372'OF THE SOUTHWEST RIGHT-OF-WAY FENCE ALONG STATE HIGHWAY 6.
 AW2372'
 AW2372'HEIGHT OF LIGHT ABOVE STATION MARK 99.8 FEET.
 AW2372
 AW2372                          STATION RECOVERY (1970)
 AW2372
 AW2372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JRM)
 AW2372'SEARCHED FOR BUT NOT FOUND.  POSSIBLY DESTROYED WHEN HIGHWAY
 AW2372'WAS WIDENED.
 AW2372
 AW2372                          STATION RECOVERY (1973)
 AW2372
 AW2372'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (DW)
 AW2372'RECOVERED BY TURNER, COLLIE AND BRADEN
 AW2372'
 AW2372'R.M. 2-DESTROYED
 AW2372'
 AW2372'R.M. 3-DESTROYED
 AW2372'
 AW2372'R.M. 1-IN GOOD CONDITION
 AW2372'
 AW2372'AZI MARK 3-IN GOOD CONDITION
 AW2372'
 AW2372'SUGARLAND-IN GOOD CONDITION
 AW2372'
 AW2372'A THOROUGH SEARCH WAS MADE ON R.M. 2 AND R.M. 3.  BY DISTANCES
 AW2372'AND ALSO ANGLES FROM WATER TANK.
 AW2372
 AW2372                          STATION RECOVERY (1973)
 AW2372
 AW2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JT)
 AW2372'THE STATION, R.M. 1 WERE RECOVERED IN GOOD CONDITION AND
 AW2372'LEVELED OVER IN 1973.  R.M. 2 AND THE AZIMUTH MARK WAS
 AW2372'NOT RECOVERD ON THIS DATE.  TO REACH FROM THE JUNCTION OF
 AW2372'STATE HIGHWAY SPUR 58 AND U.S. HIGHWAY 59 AT SUGAR LAND,
 AW2372'GO 1.15 MILE SOUTH ALONG STATE HIGHWAY SPUR 58, THENCE 2.65
 AW2372'MILES SOUTHEAST ALONG STATE HIGHWAY 6 TO THE JUNCTION OF
 AW2372'OIL FIELD ROAD.
 AW2372'
 AW2372'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 AW2372'SUGARLAND 1942.  85 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW2372'HIGHWAY, 58-1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 AW2372'68.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI
 AW2372'PACIFIC RAILROAD, 1.0 FOOT WEST OF A WITNESS POST, IN THE TOP
 AW2372'OF A CONCRETE POST.
 AW2372'
 AW2372'R.M. 1 IS A C AND GS REFERENCE MARK DISK STAMPED, SUGARLAND
 AW2372'NO 1 1942.  74.6 FEET NORTH-NORTHWEST OF THE STATION, 1.1
 AW2372'FEET WEST OF A WITNESS POST, IN THE TOP OF A CONCRETE POST
 AW2372'FLUSH WITH THE GROUND.
 AW2372'
 AW2372'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 AW2372'1/2 MILES SOUTHEAST
 AW2372
 AW2372                          STATION RECOVERY (1973)
 AW2372
 AW2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2372'3.8 MI SE FROM SUGAR LAND.
 AW2372'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2372'HIGHWAY 59 AT SUGAR LAND, THENCE 2.65 MILES SOUTHEAST ALONG STATE
 AW2372'HIGHWAY 6, AT THE JUNCTION OF OIL FIELD ROAD, 85 FEET NORTHEAST OF THE
 AW2372'CENTER LINE OF THE HIGHWAY, 58 1/2 FEET EAST OF THE CENTER LINE OF THE
 AW2372'ROAD, 68.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI
 AW2372'PACIFIC RAILROAD, 68 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE 19-108
 AW2372'WITH A GUY WIRE AND METAL FOOT PEGS, 74.6 FEET SOUTH-SOUTHEAST OF R.M.
 AW2372'1, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 AW2372'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 AW2372'GROUND.
 AW2372
 AW2372                          STATION RECOVERY (1974)
 AW2372
 AW2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AW2372'THE STATION MARK, REFERENCE MARK NO. 1, AND AZIMUTH MARK
 AW2372'3 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2
 AW2372'WAS FOUND DESTROYED, THE TOP OF THE MONUMENT HAD BEEN BROKEN
 AW2372'OFF - THE DISK WAS NOT RECOVERED.  REFERENCE MARK NO. 3 AND
 AW2372'THE ASTRO HUB WERE NOT RECOVERED, IT APPEARS THAT SOME EARTH
 AW2372'HAS BEEN REMOVED FROM THAT AREA, NO TRACE OF EITHER MARK
 AW2372'COULD BE FOUND.  REFERENCE MARK NO. 4 WAS SET.
 AW2372'
 AW2372'A NEW DESCRIPTION FOLLOWS--
 AW2372'
 AW2372'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF SUGAR
 AW2372'LAND, AND 3-1/2 MILES SOUTH-SOUTHWEST OF STAFFORD, IN THE
 AW2372'NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 6 AND
 AW2372'A GRAVELED CROSSROAD, BETWEEN HIGHWAY 6 AND A RAILROAD
 AW2372'TRACK.  THE GRAVELED ROAD LEADING SOUTH IS NAMED, OIL FIELD
 AW2372'ROAD.
 AW2372'
 AW2372'TO REACH THE STATION FROM THE POST OFFICE IN SUGAR LAND,
 AW2372'GO SOUTH ON STATE SPUR 58 (BROOKS ST.) FOR 1.1 MILES TO THE
 AW2372'JUNCTION WITH STATE HIGHWAY 6, TURN LEFT AND GO SOUTHEAST
 AW2372'ON HIGHWAY 6 FOR 2.7 MILES TO THE GRAVELED CROSSROAD AND THE
 AW2372'STATION ON THE LEFT AS DESCRIBED.
 AW2372'
 AW2372'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEAST
 AW2372'ON HIGHWAY 6 FOR 0.3 MILE TO A LEVEE ON THE RIGHT AND THE
 AW2372'MARK AS DESCRIBED.
 AW2372'
 AW2372'THE STATION MARK IS A STANDARD DISK STAMPED SUGARLAND 1942,
 AW2372'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 AW2372'THE GROUND.  IT IS 85 FEET NORTHEAST OF THE CENTER OF STATE
 AW2372'HIGHWAY 6, 68 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 68 FEET
 AW2372'SOUTH-SOUTHEAST OF POWER POLE NO. 19 108, AND 60 FEET EAST OF
 AW2372'THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, AND 1 FOOT
 AW2372'WEST OF A METAL WITNESS POST.
 AW2372'
 AW2372'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SUGARLAND
 AW2372'1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 AW2372'PROJECTS 1-INCH.  IT IS 42 FEET SOUTHWEST OF THE SOUTHWEST
 AW2372'RAIL, 30 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 11
 AW2372'FEET NORTH-NORTHEAST OF POWER POLE NO. 19 108, AND 1.2 FEET
 AW2372'WEST OF A METAL WITNESS POST.
 AW2372'
 AW2372'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED SUGARLAND
 AW2372'1942 NO 4 1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AW2372'FLUSH WITH THE GROUND.  IT IS 247 FEET SOUTHEAST ALONG THE
 AW2372'RAILROAD FROM THE CROSSING, THENCE 36 FEET SOUTHWEST OF THE
 AW2372'SOUTHWEST RAIL, AND 98 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 AW2372'6.
 AW2372'
 AW2372'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUGARLAND 1942
 AW2372'AZ 3 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AW2372'WITH THE GROUND.  IT IS ON THE TOP OF A LEVEE IN PASTURE
 AW2372'LAND, 57 FEET SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY
 AW2372'6, 53 FEET WEST OF A T FENCE CORNER, 5.3 FEET SOUTH OF A
 AW2372'METAL WITNESS POST, AND 4 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 AW2372'FENCE LINE.
 AW2372'
 AW2372'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 AW2372'SE OF SUGAR LAND
 AW2372
 AW2372                          STATION RECOVERY (1974)
 AW2372
 AW2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW2372'RECOVERED IN GOOD CONDITION.
 AW2372
 AW2372                          STATION RECOVERY (1974)
 AW2372
 AW2372'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 AW2372'RECOVERED IN GOOD CONDITION.
 AW2372
 AW2372                          STATION RECOVERY (1978)
 AW2372
 AW2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2372'RECOVERED.  NOTE=SHOULD READ FROM THE JUNCTION OF U.S. HIGHWAY 90
 AW2372'ALTERNATE INSTEAD OF U.S. HIGHWAY 59.
 AW2372
 AW2372                          STATION RECOVERY (1984)
 AW2372
 AW2372'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 AW2372'SUGARLAND 1942 FOUND GOOD CONDITION.
 AW2372'
 AW2372'AZ. MK. NO. 3 AND RMS NOT SEARCHED FOR.
 AW2372'
 AW2372'THE 1973 DESCRIPTION BY J. TAYLOR IS ADEQUATE FOR RECOVERY.
 AW2372
 AW2372                          STATION RECOVERY (1986)
 AW2372
 AW2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2372'RECOVERED IN GOOD CONDITION EXCEPT ADD 6.4 METERS (21.0 FT) SOUTHWEST
 AW2372'OF A POWER POLE WITH A TRANSFORMER, 10.4 METERS (34.0 FT)
 AW2372'SOUTH-SOUTHWEST OF THE CENTER OF A STEEL MANHOLE COVER.
 AW2372'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 AW2372
 AW2372                          STATION RECOVERY (1987)
 AW2372
 AW2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW2372'THE STATION WAS RECOVERED AT THIS DATE.
 AW2372'
 AW2372'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI)
 AW2372'NORTHWEST OF ARCOLA, 5.6 KM (3.5 MI) SOUTHWEST OF STAFFORD, 5.6 KM
 AW2372'(3.5 MI) SOUTHEAST OF SUGARLAND AND ALONG STATE HIGHWAY 6, ON
 AW2372'HIGHWAY RIGHT-OF-WAY.
 AW2372'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN TX
 AW2372'78701, PHONE 512-465-7337.
 AW2372'
 AW2372'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 AW2372'HIGHWAY 6, ABOUT 2.4 KM (1.5 MI) SOUTH OF SUGARLAND, GO SOUTHEAST
 AW2372'ON STATE HIGHWAY 6 FOR 2.7 KM (1.7 MI) TO A CROSSROAD AT TRAFFIC
 AW2372'SIGNAL (SETTLERSWAY BOULEVARD).  CONTINUE AHEAD FOR 0.3 KM (0.2 MI)
 AW2372'TO THE STATION ON THE LEFT.
 AW2372'
 AW2372'THE STATION IS A STANDARD CGS DISK
 AW2372'STAMPED---SUGARLAND 1942---,
 AW2372'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AW2372'30 CM ON SIDE RECESSED 25 CM BELOW GROUND.  LOCATED
 AW2372'25.9 METERS (85.0 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 AW2372'HIGHWAY 6,
 AW2372'20.6 METERS (67.6 FT) SOUTHEAST FROM THE SOUTHWEST POINT OF A SIGN
 AW2372'READING NEWMARK HOME CORP,
 AW2372'10.1 METERS (33.1 FT) WEST-SOUTHWEST FROM A MANHOLE COVER,
 AW2372'5.9 METERS (19.4 FT) WEST-SOUTHWEST FROM A POWERPOLE WITH A
 AW2372'TRANSFORMER AND 0.5 METER (1.6 FT) SOUTHWEST OF A CARSONITE WITNESS
 AW2372'POST.
 AW2372'THE UNDERGROUND MARK WAS NOT CHECKED AT THIS TIME.
 AW2372'
 AW2372'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW2372'
 AW2372'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW2372'
 AW2372'DESCRIBED BY B.L. LAMBERT.
 AW2372
 AW2372                          STATION RECOVERY (1987)
 AW2372
 AW2372'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2372'RECOVERED IN GOOD CONDITION.
 AW2372
 AW2372                          STATION RECOVERY (1987)
 AW2372
 AW2372'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2372'RECOVERED IN GOOD CONDITION.
 AW2372
 AW2372                          STATION RECOVERY (1989)
 AW2372
 AW2372'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2372'RECOVERED IN GOOD CONDITION.
 AW2372
 AW2372                          STATION RECOVERY (1995)
 AW2372
 AW2372'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6957 ***********************************************************************
 AW6957  DESIGNATION -  SUGARLAND KKD 278 RAD MAST
 AW6957  PID         -  AW6957
 AW6957  STATE/COUNTY-  TX/FORT BEND
 AW6957  USGS QUAD   -  SUGAR LAND (1995)
 AW6957
 AW6957                         *CURRENT SURVEY CONTROL
 AW6957  ___________________________________________________________________
 AW6957* NAD 83(1993)-  29 36 49.97782(N)    095 39 47.18132(W)     ADJUSTED  
 AW6957* NAVD 88     -                                                        
 AW6957  ___________________________________________________________________
 AW6957  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AW6957  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6957
 AW6957  HORZ ORDER  -  THIRD
 AW6957
 AW6957.The horizontal coordinates were established by classical geodetic methods
 AW6957.and adjusted by the National Geodetic Survey in February 1996..
 AW6957
 AW6957
 AW6957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6957
 AW6957.The geoid height was determined by GEOID03.
 AW6957
 AW6957;                    North         East     Units Scale Factor Converg.
 AW6957;SPC TXSC     - 4,201,942.558   923,119.339   MT  0.99987505   +1 38 05.2
 AW6957;SPC TXSC     -13,785,873.21  3,028,600.70   sFT  0.99987505   +1 38 05.2
 AW6957;UTM  15      - 3,278,964.634   242,113.264   MT  1.00042067   -1 19 00.1
 AW6957
 AW6957                          SUPERSEDED SURVEY CONTROL
 AW6957
 AW6957  NAD 83(1986)-  29 36 49.99187(N)    095 39 47.16377(W) AD(       ) 4
 AW6957  NAD 27      -  29 36 49.14729(N)    095 39 46.35405(W) AD(       ) 3
 AW6957
 AW6957.Superseded values are not recommended for survey control.
 AW6957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6957.See file dsdata.txt to determine how the superseded data were derived.
 AW6957
 AW6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4211378965(NAD 83)
 AW6957_MARKER: 42 = RADIO/TV MAST
 AW6957
 AW6957  HISTORY     - Date     Condition        Report By
 AW6957  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6957  HISTORY     - 1987     GOOD             USPSQD
 AW6957  HISTORY     - 19931204 GOOD             USPSQD
 AW6957  HISTORY     - 19981009 GOOD             USPSQD
 AW6957
 AW6957                          STATION DESCRIPTION
 AW6957
 AW6957'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6957'THE STATION IS OWNED BY THE TEXAS DEPARTMENT OF CORRECTION AND IS
 AW6957'LOCATED 2 MILES WEST-SOUTHWEST OF SUGARLAND, 0.8 MILE WEST OF THE
 AW6957'JUNCTION OF U.S. HIGHWAY 90A AND FARM ROAD 1960 AND ON THE GROUNDS
 AW6957'OF THE CENTRAL HARLEM FARM.
 AW6957'
 AW6957'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6957'CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  THE MAST HAS AN
 AW6957'OVER-ALL HEIGHT OF 302 FEET.
 AW6957'
 AW6957'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6957
 AW6957                          STATION RECOVERY (1987)
 AW6957
 AW6957'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6957'RECOVERED IN GOOD CONDITION.
 AW6957
 AW6957                          STATION RECOVERY (1993)
 AW6957
 AW6957'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6957'RECOVERED IN GOOD CONDITION.
 AW6957
 AW6957                          STATION RECOVERY (1998)
 AW6957
 AW6957'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2371 ***********************************************************************
 AW2371  DESIGNATION -  SUGARLAND RM 1
 AW2371  PID         -  AW2371
 AW2371  STATE/COUNTY-  TX/FORT BEND
 AW2371  USGS QUAD   -  MISSOURI CITY (1995)
 AW2371
 AW2371                         *CURRENT SURVEY CONTROL
 AW2371  ___________________________________________________________________
 AW2371* NAD 83(1986)-  29 35 18.     (N)    095 35 37.     (W)     SCALED    
 AW2371* NAVD 88     -        21.544  (meters)      70.68   (feet)  ADJUSTED  
 AW2371  ___________________________________________________________________
 AW2371  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2371  DYNAMIC HT  -          21.514 (meters)      70.58  (feet)  COMP
 AW2371  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 AW2371
 AW2371  VERT ORDER  -  FIRST     CLASS II
 AW2371
 AW2371.The horizontal coordinates were scaled from a topographic map and have
 AW2371.an estimated accuracy of +/- 6 seconds.
 AW2371
 AW2371.The orthometric height was determined by differential leveling
 AW2371.and adjusted by the National Geodetic Survey in June 1991..
 AW2371
 AW2371.The geoid height was determined by GEOID03.
 AW2371
 AW2371.The dynamic height is computed by dividing the NAVD 88
 AW2371.geopotential number by the normal gravity value computed on the
 AW2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2371.degrees latitude (g = 980.6199 gals.).
 AW2371
 AW2371.The modeled gravity was interpolated from observed gravity values.
 AW2371
 AW2371;                    North         East    Units  Estimated Accuracy
 AW2371;SPC TXSC     - 4,199,310.      929,930.      MT  (+/- 180 meters Scaled)
 AW2371
 AW2371                          SUPERSEDED SURVEY CONTROL
 AW2371
 AW2371  NGVD 29 (12/23/87)   21.540  (m)           70.67   (f) ADJUSTED    1 2
 AW2371
 AW2371.Superseded values are not recommended for survey control.
 AW2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2371.See file dsdata.txt to determine how the superseded data were derived.
 AW2371
 AW2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN487759(NAD 83)
 AW2371_MARKER: DR = REFERENCE MARK DISK
 AW2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2371_SP_SET: CONCRETE POST
 AW2371_STAMPING: SUGARLAND NO 1 1942
 AW2371_MARK LOGO: CGS   
 AW2371_PROJECTION: RECESSED 5 CENTIMETERS
 AW2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2371+STABILITY: SURFACE MOTION
 AW2371
 AW2371  HISTORY     - Date     Condition        Report By
 AW2371  HISTORY     - 1942     MONUMENTED       CGS
 AW2371  HISTORY     - 1973     GOOD             NGS
 AW2371  HISTORY     - 1974     GOOD             NGS
 AW2371  HISTORY     - 1978     GOOD             NGS
 AW2371  HISTORY     - 1986     GOOD             NGS
 AW2371  HISTORY     - 1987     GOOD             USPSQD
 AW2371  HISTORY     - 1987     GOOD             USPSQD
 AW2371  HISTORY     - 1989     GOOD             USPSQD
 AW2371  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW2371  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2371
 AW2371                          STATION DESCRIPTION
 AW2371
 AW2371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2371'3.8 MI SE FROM SUGAR LAND.
 AW2371'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2371'HIGHWAY 59 AT SUGAR LAND, THENCE 2.65 MILES SOUTHEAST ALONG STATE
 AW2371'HIGHWAY 6, AT THE JUNCTION OF OIL FIELD ROAD, 128 1/2 FEET NORTHEAST
 AW2371'AND ACROSS THE ROAD FROM THE CENTER LINE OF THE HIGHWAY, 29 1/2 FEET
 AW2371'EAST OF THE CENTER LINE OF THE ROAD, 74.6 FEET NORTH-NORTHWEST OF THE
 AW2371'STATION, 42.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI
 AW2371'PACIFIC RAILROAD , 11 FEET NORTH OF TELEPHONE POLE 19-108 WITH A GUY
 AW2371'WIRE AND METAL FOOT PEGS, 1.1 FEET WEST OF A WITNESS POST, ABOUT 1
 AW2371'FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AW2371'FLUSH WITH THE GROUND.
 AW2371
 AW2371                          STATION RECOVERY (1974)
 AW2371
 AW2371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW2371'RECOVERED IN GOOD CONDITION.
 AW2371
 AW2371                          STATION RECOVERY (1978)
 AW2371
 AW2371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2371'RECOVERED.  NOTE=SHOULD READ FROM THE JUNCTION OF U.S. HIGHWAY 90
 AW2371'ALTERNATE INSTEAD OF U.S. HIGHWAY 59.
 AW2371
 AW2371                          STATION RECOVERY (1986)
 AW2371
 AW2371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2371'RECOVERED IN GOOD CONDITION EXCEPT ADD 16.2 METERS (53.0 FT)
 AW2371'EAST-NORTHEAST OF THE CENTER OF A STEEL MANHOLE COVER, 13.7 METERS
 AW2371'45.0 FT) NORTHEAST OF AN ELECTRIC METER.
 AW2371
 AW2371                          STATION RECOVERY (1987)
 AW2371
 AW2371'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2371'RECOVERED IN GOOD CONDITION.
 AW2371
 AW2371                          STATION RECOVERY (1987)
 AW2371
 AW2371'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2371'RECOVERED IN GOOD CONDITION.
 AW2371
 AW2371                          STATION RECOVERY (1989)
 AW2371
 AW2371'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2371'RECOVERED IN GOOD CONDITION.
 AW2371
 AW2371                          STATION RECOVERY (1995)
 AW2371
 AW2371'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2371'MARK NOT FOUND.
 AW2371
 AW2371                          STATION RECOVERY (2005)
 AW2371
 AW2371'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2371'CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6951 ***********************************************************************
 AW6951  DESIGNATION -  SUGARLAND RM 3
 AW6951  PID         -  AW6951
 AW6951  STATE/COUNTY-  TX/FORT BEND
 AW6951  USGS QUAD   -  MISSOURI CITY (1995)
 AW6951
 AW6951                         *CURRENT SURVEY CONTROL
 AW6951  ___________________________________________________________________
 AW6951* NAD 83(1993)-  29 35 17.51125(N)    095 35 37.90110(W)     ADJUSTED  
 AW6951* NAVD 88     -        21.3    (meters)      70.     (feet)  VERTCON   
 AW6951  ___________________________________________________________________
 AW6951  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6951  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6951
 AW6951  HORZ ORDER  -  FIRST
 AW6951
 AW6951.The horizontal coordinates were established by classical geodetic methods
 AW6951.and adjusted by the National Geodetic Survey in February 1996..
 AW6951
 AW6951.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6951
 AW6951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6951
 AW6951.The geoid height was determined by GEOID03.
 AW6951
 AW6951;                    North         East     Units Scale Factor Converg.
 AW6951;SPC TXSC     - 4,199,290.331   929,905.469   MT  0.99987298   +1 40 07.4
 AW6951;SPC TXSC     -13,777,171.69  3,050,864.86   sFT  0.99987298   +1 40 07.4
 AW6951;UTM  15      - 3,275,965.006   248,757.355   MT  1.00037893   -1 16 53.1
 AW6951
 AW6951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6951!SPC TXSC     -   1.00000094  x   0.99987298  =   0.99987392
 AW6951!UTM  15      -   1.00000094  x   1.00037893  =   1.00037988
 AW6951
 AW6951                          SUPERSEDED SURVEY CONTROL
 AW6951
 AW6951  NAD 83(1986)-  29 35 17.52512(N)    095 35 37.88356(W) AD(       ) 1
 AW6951  NAD 27      -  29 35 16.67957(N)    095 35 37.07959(W) AD(       ) 1
 AW6951  NGVD 29 (07/19/86)   21.3    (m)           70.     (f) VERT ANG       
 AW6951
 AW6951.Superseded values are not recommended for survey control.
 AW6951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6951.See file dsdata.txt to determine how the superseded data were derived.
 AW6951
 AW6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4875775965(NAD 83)
 AW6951_MARKER: DR = REFERENCE MARK DISK
 AW6951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6951
 AW6951  HISTORY     - Date     Condition        Report By
 AW6951  HISTORY     - 1968     MONUMENTED       CGS
 AW6951  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW6951  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW6951
 AW6951                          STATION DESCRIPTION
 AW6951
 AW6951'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6951'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF SUGAR LAND,
 AW6951'3-1/2 MILES SOUTH-SOUTHWEST OF STAFFORD AND ON STATE HIGHWAY 6
 AW6951'RIGHT-OF-WAY PROPERTY.
 AW6951'
 AW6951'TO REACH THE STATION FROM THE POST OFFICE IN SUGAR LAND, GO SOUTH ON
 AW6951'STATE SPUR 58 (BROOKS STREET) FOR 1.1 MILES TO A T-JUNCTION.  TURN
 AW6951'LEFT AND GO SOUTHEAST ON STATE HIGHWAY 6 FOR 2.7 MILES TO A
 AW6951'DIAGONAL CROSSROAD AND THE STATION IN THE NORTHEAST ANGLE OF THE
 AW6951'INTERSECTION.
 AW6951'
 AW6951'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED SUGARLAND
 AW6951'1942 NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW6951'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 82.5 FEET
 AW6951'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS, 75.0 FEET
 AW6951'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 6 AND THE GRAVELED
 AW6951'ROAD, 60.0 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 14.2
 AW6951'FEET SOUTH OF THE METAL WITNESS POST SET JUST EAST OF SUGARLAND
 AW6951'1942.
 AW6951'
 AW6951'SUGARLAND 1942 IS A STANDARD STATION MARK DISK STAMPED SUGARLAND
 AW6951'1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 AW6951'FLUSH WITH THE GROUND SURFACE.  IT IS 88 FEET NORTHEAST OF THE
 AW6951'CENTER OF STATE HIGHWAY 6, 68 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 AW6951'OF THE RAILROAD TRACKS, 62 FEET EAST OF THE CENTER OF THE
 AW6951'NORTH-SOUTH GRAVELED ROAD AND 1.0 FOOT WEST OF A METAL WITNESS POST.
 AW6951'
 AW6951'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD AT THE STATION SITE,
 AW6951'GO SOUTHEAST ON STATE HIGHWAY 6 FOR 0.3 MILE TO A LEVEE AND THE
 AW6951'AZIMUTH MARK ON THE RIGHT, SOUTHWEST, SIDE OF THE HIGHWAY.
 AW6951'
 AW6951'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED SUGARLAND
 AW6951'1942 AZ 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW6951'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 77.5 FEET
 AW6951'EAST OF THE EAST ONE OF TWO POWER LINE POLES, 57.0 FEET SOUTHWEST
 AW6951'OF THE CENTER OF STATE HIGHWAY 6, 5.2 FEET SOUTHWEST OF A METAL
 AW6951'WITNESS POST AND 4.6 FEET SOUTHWEST OF THE SOUTHWEST
 AW6951'RIGHT-OF-WAY FENCE ALONG STATE HIGHWAY 6.
 AW6951'
 AW6951'NOTE--SEE THE 1968 RECOVERY DESCRIPTION ON SUGARLAND 1942 FOR THE
 AW6951'DESCRIPTION OF REFERENCE MARKS 1 AND 2.
 AW6951'
 AW6951'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW6951
 AW6951                          STATION RECOVERY (1995)
 AW6951
 AW6951'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6951'MARK NOT FOUND.
 AW6951
 AW6951                          STATION RECOVERY (2005)
 AW6951
 AW6951'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6951'CONSTRUCTION IN THE AREA. RAILROAD IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4741 ***********************************************************************
 AW4741  DESIGNATION -  SUGARLAND RM 4
 AW4741  PID         -  AW4741
 AW4741  STATE/COUNTY-  TX/FORT BEND
 AW4741  USGS QUAD   -  MISSOURI CITY (1995)
 AW4741
 AW4741                         *CURRENT SURVEY CONTROL
 AW4741  ___________________________________________________________________
 AW4741* NAD 83(1986)-  29 35 17.     (N)    095 35 38.     (W)     SCALED    
 AW4741* NAVD 88     -        21.62   (+/-2cm)      70.9    (feet)  VERTCON   
 AW4741  ___________________________________________________________________
 AW4741  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4741
 AW4741  VERT ORDER  -  THIRD (See Below)
 AW4741
 AW4741.The horizontal coordinates were scaled from a topographic map and have
 AW4741.an estimated accuracy of +/- 6 seconds.
 AW4741
 AW4741.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4741.The vertical order pertains to the NGVD 29 superseded value.
 AW4741
 AW4741.The geoid height was determined by GEOID03.
 AW4741
 AW4741;                    North         East    Units  Estimated Accuracy
 AW4741;SPC TXSC     - 4,199,280.      929,900.      MT  (+/- 180 meters Scaled)
 AW4741
 AW4741                          SUPERSEDED SURVEY CONTROL
 AW4741
 AW4741  NGVD 29 (01/29/03)   21.61   (m)           70.9    (f) RESET       3  
 AW4741
 AW4741.Superseded values are not recommended for survey control.
 AW4741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4741.See file dsdata.txt to determine how the superseded data were derived.
 AW4741
 AW4741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN487759(NAD 83)
 AW4741_MARKER: DR = REFERENCE MARK DISK
 AW4741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4741_STAMPING: SUGARLAND 1942 NO 4 1974
 AW4741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4741+STABILITY: SURFACE MOTION
 AW4741
 AW4741  HISTORY     - Date     Condition        Report By
 AW4741  HISTORY     - 1974     MONUMENTED       NGS
 AW4741  HISTORY     - 1989     GOOD             USPSQD
 AW4741  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW4741
 AW4741                          STATION DESCRIPTION
 AW4741
 AW4741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AW4741'3.8 MI SE FROM SUGAR LAND.
 AW4741'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW4741'HIGHWAY 59 AT SUGARLAND, THENCE 2.65 MILES SOUTHEAST ALONG STATE
 AW4741'HIGHWAY 6, AT THE JUNCTION WITH OIL FIELD ROAD, IN THE NORTHEAST
 AW4741'CORNER OF THE INTERSECTION AND BETWEEN HIGHWAY 6 AND THE MISSOURI
 AW4741'PACIFIC RAILROAD, 247 FEET SOUTHEAST ALONG THE RAILROAD FROM THE
 AW4741'CENTER OF THE ROAD CROSSING THENCE 36 FEET SOUTHEAST OF THE SOUTHWEST
 AW4741'RAIL, AND 98 FEET NORTHEAST OF THE CENTER OF HIGHWAY 6, A STANDARD
 AW4741'REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AW4741'WITH THE GROUND.
 AW4741
 AW4741                          STATION RECOVERY (1989)
 AW4741
 AW4741'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4741'RECOVERED IN GOOD CONDITION.
 AW4741
 AW4741                          STATION RECOVERY (2005)
 AW4741
 AW4741'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW4741'CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6939 ***********************************************************************
 AW6939  DESIGNATION -  SUGARLAND WATER TANK
 AW6939  PID         -  AW6939
 AW6939  STATE/COUNTY-  TX/FORT BEND
 AW6939  USGS QUAD   -  ALIEF (1995)
 AW6939
 AW6939                         *CURRENT SURVEY CONTROL
 AW6939  ___________________________________________________________________
 AW6939* NAD 83(1993)-  29 37 39.43143(N)    095 36 31.38781(W)     ADJUSTED  
 AW6939* NAVD 88     -                                                        
 AW6939  ___________________________________________________________________
 AW6939  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AW6939  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW6939
 AW6939  HORZ ORDER  -  THIRD
 AW6939
 AW6939.The horizontal coordinates were established by classical geodetic methods
 AW6939.and adjusted by the National Geodetic Survey in February 1996..
 AW6939
 AW6939
 AW6939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6939
 AW6939.The geoid height was determined by GEOID03.
 AW6939
 AW6939;                    North         East     Units Scale Factor Converg.
 AW6939;SPC TXSC     - 4,203,615.922   928,340.162   MT  0.99987624   +1 39 41.2
 AW6939;SPC TXSC     -13,791,363.24  3,045,729.35   sFT  0.99987624   +1 39 41.2
 AW6939;UTM  15      - 3,280,367.683   247,416.127   MT  1.00038726   -1 17 25.2
 AW6939
 AW6939                          SUPERSEDED SURVEY CONTROL
 AW6939
 AW6939  NAD 83(1986)-  29 37 39.44540(N)    095 36 31.37010(W) AD(       ) 4
 AW6939  NAD 27      -  29 37 38.60416(N)    095 36 30.56595(W) AD(       ) 3
 AW6939
 AW6939.Superseded values are not recommended for survey control.
 AW6939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6939.See file dsdata.txt to determine how the superseded data were derived.
 AW6939
 AW6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4741680368(NAD 83)
 AW6939_MARKER: 53 = ELEVATED TANK
 AW6939
 AW6939  HISTORY     - Date     Condition        Report By
 AW6939  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6939  HISTORY     - 19931204 GOOD             USPSQD
 AW6939  HISTORY     - 19981016 GOOD             USPSQD
 AW6939
 AW6939                          STATION DESCRIPTION
 AW6939
 AW6939'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6939'THE STATION IS OWNED BY THE JOHNSON TESTERS INCORPORATED, ABOUT
 AW6939'1-1/2 MILES EAST-NORTHEAST OF SUGAR LAND AND ON THE NORTHERN SIDE OF
 AW6939'U.S. HIGHWAY 90A.
 AW6939'
 AW6939'IT IS A WATER TANK, SUPPORTED BY FOUR TUBULAR LEGS, ELLIPSOIDAL TOP
 AW6939'AND BOTTOM AND PAINTED SILVER.  THE TANK HAS AN OVER-ALL HEIGHT OF
 AW6939'139 FEET.
 AW6939'
 AW6939'THE POINT INTERSECTED WAS THE CAP AT THE APEX OF THE TANK.
 AW6939
 AW6939                          STATION RECOVERY (1993)
 AW6939
 AW6939'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6939'RECOVERED IN GOOD CONDITION.
 AW6939
 AW6939                          STATION RECOVERY (1998)
 AW6939
 AW6939'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0901 ***********************************************************************
 CB0901  DESIGNATION -  SUGGS
 CB0901  PID         -  CB0901
 CB0901  STATE/COUNTY-  TX/IRION
 CB0901  USGS QUAD   -  MERTZON SW (1987)
 CB0901
 CB0901                         *CURRENT SURVEY CONTROL
 CB0901  ___________________________________________________________________
 CB0901* NAD 83(1993)-  31 15 37.89131(N)    100 58 31.95151(W)     ADJUSTED  
 CB0901* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 CB0901  ___________________________________________________________________
 CB0901  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 CB0901  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CB0901
 CB0901  HORZ ORDER  -  THIRD
 CB0901
 CB0901.The horizontal coordinates were established by classical geodetic methods
 CB0901.and adjusted by the National Geodetic Survey in February 1996..
 CB0901
 CB0901.The orthometric height was scaled from a topographic map.
 CB0901
 CB0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0901
 CB0901.The geoid height was determined by GEOID03.
 CB0901
 CB0901;                    North         East     Units Scale Factor Converg.
 CB0901;SPC TX C     - 3,176,864.709   638,840.656   MT  0.99989193   -0 19 50.8
 CB0901;SPC TX C     -10,422,763.63  2,095,929.72   sFT  0.99989193   -0 19 50.8
 CB0901;UTM  14      - 3,460,158.481   311,900.133   MT  1.00003643   -1 01 31.7
 CB0901
 CB0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0901!SPC TX C     -   0.99988171  x   0.99989193  =   0.99977365
 CB0901!UTM  14      -   0.99988171  x   1.00003643  =   0.99991814
 CB0901
 CB0901:                Primary Azimuth Mark                     Grid Az
 CB0901:SPC TX C     -  MONTE                                    235 04 18.4
 CB0901:UTM  14      -  MONTE                                    235 45 59.3
 CB0901
 CB0901|---------------------------------------------------------------------|
 CB0901| PID    Reference Object                     Distance      Geod. Az  |
 CB0901|                                                           dddmmss.s |
 CB0901| CB0943 MONTE                               APPROX.13.9 KM 2344427.6 |
 CB0901| CB0942 KETCHUM                             APPROX.12.6 KM 3261013.5 |
 CB0901|---------------------------------------------------------------------|
 CB0901
 CB0901                          SUPERSEDED SURVEY CONTROL
 CB0901
 CB0901  NAD 83(1986)-  31 15 37.89896(N)    100 58 31.93648(W) AD(       ) 3
 CB0901  NAD 27      -  31 15 37.32040(N)    100 58 30.53393(W) AD(       ) 3
 CB0901
 CB0901.Superseded values are not recommended for survey control.
 CB0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0901.See file dsdata.txt to determine how the superseded data were derived.
 CB0901
 CB0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV1190060158(NAD 83)
 CB0901
 CB0901  HISTORY     - Date     Condition        Report By
 CB0901  HISTORY     - UNK      MONUMENTED
 CB0901  HISTORY     - 1971     GOOD             USGS
 CB0901
 CB0901                          STATION DESCRIPTION
 CB0901
 CB0901'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0901'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0901'
 CB0901'BARNHART, JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 163, GO NE.
 CB0901'ON HIGHWAY 67 15.2 MI. TO T-RD. NW., TURN LEFT AND GO 4.9 MI. ON
 CB0901'MAIN TRAVELED RD. TO RANCH LEASED BY BUCK WHITLEY, TAKE RIGHT FORK,
 CB0901'PASS E. OF CORRALS, FOR 0.4 MI. TO LOCKED CATTLEGUARD.  MR. R.C.
 CB0901'LEFFELL, SAN ANGELO, CONTROLS THIS LAND AT PRESENT.  CONTINUE 1.2
 CB0901'MI. TO CORRALS AND HOUSE TO W., GO THROUGH GATE AT W. END OF CORRALS
 CB0901'AND PICK WAY THROUGH CEDARS UP RIDGE NE. TO THE HIGHEST POINT, ABOUT
 CB0901'0.8 MI., AND STATION.
 CB0901'
 CB0901'STATION MARK--ALUMINUM TABLET, IN TOP OF ROCK SET IN PLACE, AND
 CB0901'STAMPED ---TEXAS SUGGS 1920---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2218 ***********************************************************************
 AN2218  DESIGNATION -  SULA
 AN2218  PID         -  AN2218
 AN2218  STATE/COUNTY-  TX/MATAGORDA
 AN2218  USGS QUAD   -  PALACIOS POINT (1973)
 AN2218
 AN2218                         *CURRENT SURVEY CONTROL
 AN2218  ___________________________________________________________________
 AN2218* NAD 83(1993)-  28 32 39.01962(N)    096 08 37.75007(W)     ADJUSTED  
 AN2218* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 AN2218  ___________________________________________________________________
 AN2218  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AN2218  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN2218
 AN2218  HORZ ORDER  -  SECOND
 AN2218
 AN2218.The horizontal coordinates were established by classical geodetic methods
 AN2218.and adjusted by the National Geodetic Survey in February 1996..
 AN2218
 AN2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2218
 AN2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2218
 AN2218.The geoid height was determined by GEOID03.
 AN2218
 AN2218;                    North         East     Units Scale Factor Converg.
 AN2218;SPC TXSC     - 4,082,195.133   879,475.694   MT  0.99995772   +1 23 57.4
 AN2218;SPC TXSC     -13,393,001.87  2,885,413.17   sFT  0.99995772   +1 23 57.4
 AN2218;UTM  14      - 3,160,815.726   779,466.827   MT  1.00056399   +1 21 56.4
 AN2218
 AN2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2218!SPC TXSC     -   1.00000378  x   0.99995772  =   0.99996150
 AN2218!UTM  14      -   1.00000378  x   1.00056399  =   1.00056777
 AN2218
 AN2218|---------------------------------------------------------------------|
 AN2218| PID    Reference Object                     Distance      Geod. Az  |
 AN2218|                                                           dddmmss.s |
 AN2218| CV6836 SULA RM 1                            30.468 METERS 14537     |
 AN2218| AN2223 SULA 1934 AZ MK                     APPROX. 0.6 KM 1533842.2 |
 AN2218| AN2224 SULA 1934 AZ MK PTA                 APPROX. 0.6 KM 1533832.3 |
 AN2218| CV6837 SULA RM 2                            32.243 METERS 24345     |
 AN2218|---------------------------------------------------------------------|
 AN2218
 AN2218                          SUPERSEDED SURVEY CONTROL
 AN2218
 AN2218  NAD 83(1986)-  28 32 39.02670(N)    096 08 37.73112(W) AD(       ) 2
 AN2218  NAD 27      -  28 32 38.03700(N)    096 08 36.84600(W) AD(       ) 2
 AN2218  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 AN2218
 AN2218.Superseded values are not recommended for survey control.
 AN2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2218.See file dsdata.txt to determine how the superseded data were derived.
 AN2218
 AN2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7946760816(NAD 83)
 AN2218_MARKER: DS = TRIANGULATION STATION DISK
 AN2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2218
 AN2218  HISTORY     - Date     Condition        Report By
 AN2218  HISTORY     - 1934     MONUMENTED       CGS
 AN2218  HISTORY     - 1937     GOOD             TSI
 AN2218  HISTORY     - 1938     GOOD             WESGEO
 AN2218  HISTORY     - 1938     SEE DESCRIPTION  CGS
 AN2218  HISTORY     - 1942     GOOD             CGS
 AN2218  HISTORY     - 1946     GOOD             CGS
 AN2218  HISTORY     - 1947     GOOD             CGS
 AN2218  HISTORY     - 1948     GOOD             CGS
 AN2218  HISTORY     - 1969     GOOD             CGS
 AN2218  HISTORY     - 1975     GOOD             LOCSUR
 AN2218  HISTORY     - 1976     GOOD             LOCENG
 AN2218  HISTORY     - 1977     GOOD             NGS
 AN2218  HISTORY     - 1978     GOOD             NGS
 AN2218  HISTORY     - 1983     GOOD             LOCENG
 AN2218
 AN2218                          STATION DESCRIPTION
 AN2218
 AN2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2218'STATION IS LOCATED ON MATAGORDA PENINSULA, ABOUT 14 MILES
 AN2218'SW FROM MATAGORDA, ABOUT 18 MILES NE FROM THE END OF THE
 AN2218'PENINSULA, ON THE S SIDE OF MATAGORDA BAY.  IT IS 125 METERS
 AN2218'S FROM BAY SHORE AND 70 METERS NE FROM THE MOUTH OF A SMALL
 AN2218'UNNAMED BAYOU.  THIS BAYOU RUNS BACK TO A SHALLOW LAKE ABOUT
 AN2218'150 METERS FROM THE MOUTH.  THE LAKE IS DRY AT LOW TIDE.
 AN2218'
 AN2218'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2218'SET IN CONCRETE.
 AN2218'
 AN2218'THE FOLLOWING MAGNETIC BEARING WAS TAKEN--HALFMOON REEF
 AN2218'LIGHT, 262 DEG.
 AN2218'
 AN2218'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 AN2218
 AN2218                          STATION RECOVERY (1937)
 AN2218
 AN2218'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2218'DESCRIPTION ACCURATE.  TOWER STANDING.  STATION IN GOOD
 AN2218'CONDITION.
 AN2218
 AN2218                          STATION RECOVERY (1938)
 AN2218
 AN2218'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2218'RECOVERED AS DESCRIBED.
 AN2218
 AN2218                          STATION RECOVERY (1938)
 AN2218
 AN2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2218'STATION WAS NOT VISITED BY THIS PARTY.  THE SIGNAL AND OBSERVING
 AN2218'STAND USED IN 1934 WERE STILL STANDING.
 AN2218
 AN2218                          STATION RECOVERY (1942)
 AN2218
 AN2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (USE)
 AN2218'THE STATION WAS FOUND IN GOOD CONDITION AND NO SEARCH WAS
 AN2218'MADE FOR THE REFERENCE MARKS.
 AN2218
 AN2218                          STATION RECOVERY (1946)
 AN2218
 AN2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (USE)
 AN2218'DETAILED STATEMENT AS TO THE FITNESS OF THE ORIGINAL
 AN2218'DESCRIPTION--
 AN2218'
 AN2218'STATION AND REFERENCE MARKS FOUND TO BE IN GOOD CONDITION,
 AN2218'BUT BEARING AND DISTANCES IN DESCRIPTION ARE IN ERROR.
 AN2218'
 AN2218'BAY SHORE IS N 175 FEET.  MOUTH OF UN-NAMED BAYOU IS W 500
 AN2218'FEET.
 AN2218
 AN2218                          STATION RECOVERY (1947)
 AN2218
 AN2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2218'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 AN2218'CONDITION.
 AN2218
 AN2218                          STATION RECOVERY (1948)
 AN2218
 AN2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (USE)
 AN2218'BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE BAYOU
 AN2218'DESCRIBED AS BEING 70 METERS SW OF THE STATION AND RUNNING
 AN2218'INTO A SHALLOW LAKE IS NOW WASHED OUT BY STORM AND HIGH WATER
 AN2218'TO SUCH AN EXTENT THAT DEEP WATER IS INDICATED BY FEEDING
 AN2218'PORPOISES BEING OBSERVED IN THE BAYOU.
 AN2218'
 AN2218'THE STATIONS SHOWN IN THE BOX SCORE WERE OBSERVED ON GRID AZIMUTH AND
 AN2218'APPROXIMATE MILES DISTANT.
 AN2218'
 AN2218'A FLAG WITH 3 GUY WIRES WAS LEFT OVER STATION.
 AN2218
 AN2218                          STATION RECOVERY (1969)
 AN2218
 AN2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2218'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 AN2218'FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AN2218'
 AN2218'THE STATION IS LOCATED ON MATAGORDA PENINSULA, ABOUT 14 MILES
 AN2218'SOUTHWEST OF MATAGORDA, 18 MILES NORTHEAST OF THE SOUTHWEST
 AN2218'END OF THE PENINSULA, ON THE SOUTH SIDE OF MATAGORDA BAY,
 AN2218'ON A SMALL ISLAND FORMED BY THE BAY TO THE WEST AND NORTHWEST
 AN2218'AND TWO SMALL BAYOUS.  IT IS 105 FEET SOUTH OF THE MEAN HIGH
 AN2218'WATER LINE, 176 FEET NORTHEAST OF THE HIGH WATER LINE OF THE
 AN2218'SOUTHWEST BAYOU, 100 FEET NORTHEAST OF A DIM TRACK ROAD AND
 AN2218'2 FEET SOUTH OF A STEEL WITNESS POST WITH SIGN.  THE MONUMENT
 AN2218'PROJECTS 2 INCHES AND THE DISK IS STAMPED SULA 1934.
 AN2218'
 AN2218'REFERENCE MARK 2 IS 32.27 METERS SOUTH-SOUTHWEST OF THE STATION
 AN2218'AND 1 FOOT SOUTHWEST OF THE TRACK ROAD.  THE MONUMENT IS FLUSH
 AN2218'WITH THE GROUND AND THE DISK IS STAMPED SULA NO. 2 1934.
 AN2218'
 AN2218'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED.
 AN2218'
 AN2218'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN--41 DEGREES TO FENCE
 AN2218'CORNER, DISTANT ABOUT 100 YARDS.  277 DEGREES TO HOUSE IN
 AN2218'LARGE GROVE OF SALT CEDARS.
 AN2218
 AN2218                          STATION RECOVERY (1975)
 AN2218
 AN2218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (MBC)
 AN2218'RECOVERED BY LIPPS JAKUBIK AND ASSOCIATES INC.
 AN2218'
 AN2218'SULA 1934-STATION AND REFERENCE MARK 1 RECOVERED IN GOOD
 AN2218'CONDITION.  BY BARGING A 4-WHEEL DRIVE VEHICLE ACROSS THE
 AN2218'COLORADO RIVER 6 MILES SOUTH OF MATAGORDA, DRIVE ALONG THE
 AN2218'BEACH WESTWARD FOR 10.2 MILES TO A NW-SE FENCELINE.  TURN
 AN2218'RIGHT HERE AND TRAVEL NORTHWEST ALONG FENCE LINE FOR ONE MILE
 AN2218'TO SOUTH EDGE OF AN EAST-WEST BAYOU.  STATION LIES APPROXIMATELY
 AN2218'350 FEET NORTH OF THIS EDGE.  FORD KNEE-DEEP BAYOU ON FOOT
 AN2218'TO REACH STATION.  20 FOOT 2 X 2 FLAG LEFT OVER STATION.
 AN2218
 AN2218                          STATION RECOVERY (1976)
 AN2218
 AN2218'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LJR)
 AN2218'SULA 1934 RECOVERED GOOD.
 AN2218'
 AN2218'THE MARK WAS FOUND IN GOOD CONDITION, DESCRIPTION OF 1969 RECOVERY
 AN2218'IS ADEQUATE, THERE WAS NO SEARCH FOR THE REFERENCE MARKS.
 AN2218'
 AN2218'DISTANCE AND DIRECTION FROM NEAREST TOWN--AS IN DESCRIPTION 1969.
 AN2218
 AN2218                          STATION RECOVERY (1977)
 AN2218
 AN2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2218'STATION WAS REACHED BY HELICOPTER, STATION MARK WAS RECOVERED AS
 AN2218'DESCRIBED IN THE DESCRIPTION OF RECOVERY NOTE BY H.W.B. IN 1969.
 AN2218'THE REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS TIME.
 AN2218'
 AN2218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 AN2218'SW OF MATAGORDA.
 AN2218
 AN2218                          STATION RECOVERY (1978)
 AN2218
 AN2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2218'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 AN2218'GOOD CONDITION.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 AN2218'COMPARED FAVORABLY WITH THE 1934 OBSERVATIONS.  SHORTER
 AN2218'DISTANCES OF 0.012 METER TO REFERENCE MARK 1 AND 0.027 METER
 AN2218'TO REFERENCE MARK 2 WAS NOTED AND VERIFIED AT THIS TIME.
 AN2218'HOWEVER, 1934 MEASUREMENTS WERE ONLY CARRIED TO THE CENTIMETER.
 AN2218'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 AN2218'
 AN2218'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF MATAGORDA,
 AN2218'18 MILES NORTHEAST OF PORT O CONNOR, ON THE SOUTH SIDE OF
 AN2218'MATAGORDA PENINSULA, AND ON PROPERTY OWNED BY THE QUINTANA
 AN2218'PETROLEUM CORPORATION, DRESSER TOWER SUITE 4008, CULLEN
 AN2218'CENTER, HOUSTON, TEXAS 77001.
 AN2218'
 AN2218'TO REACH THE STATION FROM THE WEST SIDE OF THE COLORADO RIVER,
 AN2218'WHERE THE RIVER EMPTIES INTO THE GULF, GO SOUTHERLY ALONG THE
 AN2218'BEACH FOR 11.8 MILES TO A FENCE LINE.  TURN RIGHT AND GO
 AN2218'NORTHWEST ALONG FENCE ON A TRACK ROAD FOR 0.7 MILE TO THE
 AN2218'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWESTERLY AND
 AN2218'WESTERLY, CROSSING A SMALL SLOUGH FOR 0.45 MILE TO THE STATION.
 AN2218'
 AN2218'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN2218'STAMPED---SULA 1934---,
 AN2218'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AN2218'SIDE PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AN2218'3.8 FEET SOUTH FROM A 4 BY 4-INCH WOODEN WITNESS POST.
 AN2218'
 AN2218'REFERENCE MARK 1 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN2218'STAMPED---SULA NO 1 1934---,
 AN2218'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AN2218'SIDE FLUSH WITH THE GROUND.  IT IS
 AN2218'1.0 FOOT NORTHWEST FROM A METAL WITNESS POST.
 AN2218'
 AN2218'REFERENCE MARK 2 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN2218'STAMPED---SULA NO 2 1934---,
 AN2218'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AN2218'SIDE FLUSH WITH THE GROUND.  IT IS
 AN2218'1.0 FOOT EAST FROM A METAL WITNESS POST.
 AN2218'
 AN2218'AZIMUTH MARK IS A STANDARD NGS DISK
 AN2218'STAMPED---SULA 1978---,
 AN2218'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE PROJECTING 12
 AN2218'INCHES ABOVE THE GROUND.  IT IS
 AN2218'14.8 FEET WEST FROM THE CENTER OF A TRACK ROAD AND
 AN2218'4.6 FEET NORTHEAST FROM A METAL WITNESS POST.
 AN2218'
 AN2218'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.2 METERS.
 AN2218
 AN2218                          STATION RECOVERY (1983)
 AN2218
 AN2218'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (FM)
 AN2218'SULA 1934 RECOVERED IN GOOD CONDITION.
 AN2218'
 AN2218'THE STATION WAS FOUND IN GOOD CONDITION.  BUT THE WATER FROM THE
 AN2218'BAY HAS PROCEEDED UP TO THE CONCRETE OF THE STATION.  IT STILL CAN
 AN2218'BE USED, MIGHT BE DIFFICULT TO SET UP OVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2223 ***********************************************************************
 AN2223  DESIGNATION -  SULA 1934 AZ MK
 AN2223  PID         -  AN2223
 AN2223  STATE/COUNTY-  TX/MATAGORDA
 AN2223  USGS QUAD   -  PALACIOS POINT (1973)
 AN2223
 AN2223                         *CURRENT SURVEY CONTROL
 AN2223  ___________________________________________________________________
 AN2223* NAD 83(1993)-  28 32 22.77197(N)    096 08 28.63462(W)     ADJUSTED  
 AN2223* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AN2223  ___________________________________________________________________
 AN2223  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AN2223  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AN2223
 AN2223  HORZ ORDER  -  SECOND
 AN2223
 AN2223.The horizontal coordinates were established by classical geodetic methods
 AN2223.and adjusted by the National Geodetic Survey in February 1996..
 AN2223
 AN2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2223
 AN2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2223
 AN2223.The geoid height was determined by GEOID03.
 AN2223
 AN2223;                    North         East     Units Scale Factor Converg.
 AN2223;SPC TXSC     - 4,081,701.163   879,735.632   MT  0.99995880   +1 24 01.9
 AN2223;SPC TXSC     -13,391,381.23  2,886,265.99   sFT  0.99995880   +1 24 01.9
 AN2223;UTM  14      - 3,160,321.303   779,726.631   MT  1.00056579   +1 22 00.1
 AN2223
 AN2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2223!SPC TXSC     -   1.00000373  x   0.99995880  =   0.99996253
 AN2223!UTM  14      -   1.00000373  x   1.00056579  =   1.00056952
 AN2223
 AN2223                          SUPERSEDED SURVEY CONTROL
 AN2223
 AN2223  NAD 83(1986)-  28 32 22.77905(N)    096 08 28.61565(W) AD(       ) 2
 AN2223  NAD 27      -  28 32 21.78884(N)    096 08 27.73069(W) AD(       ) 2
 AN2223  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AN2223
 AN2223.Superseded values are not recommended for survey control.
 AN2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2223.See file dsdata.txt to determine how the superseded data were derived.
 AN2223
 AN2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7972760321(NAD 83)
 AN2223_MARKER: DZ = AZIMUTH MARK DISK
 AN2223_SETTING: 0 = UNSPECIFIED SETTING
 AN2223_MAGNETIC: P = MARKER IS A STEEL PIPE
 AN2223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2223
 AN2223  HISTORY     - Date     Condition        Report By
 AN2223  HISTORY     - 1978     MONUMENTED       NGS
 AN2223
 AN2223                          STATION DESCRIPTION
 AN2223
 AN2223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2223'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF MATAGORDA,
 AN2223'18 MILES NORTHEAST OF PORT O CONNOR, ON MATAGORDA PENINSULA,
 AN2223'AND ON PROPERTY OWNED BY THE QUINTANA PETROLEUM CORPORATION,
 AN2223'DRESSER TOWER SUITE 4008, CULLEN CENTER, HOUSTON, TEXAS 77001.
 AN2223'
 AN2223'TO REACH FROM THE WEST SIDE OF THE COLORADO RIVER, WHERE RIVER
 AN2223'EMPTIES INTO THE GULF, GO SOUTHERLY ALONG THE BEACH FOR 11.8
 AN2223'MILES TO A FENCE LINE.  TURN RIGHT AND GO NORTHWEST ON A
 AN2223'TRACK ROAD ALONG THE FENCE FOR 0.7 MILE TO THE MARK ON THE
 AN2223'LEFT.
 AN2223'
 AN2223'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AN2223'STAMPED---SULA 1978---,
 AN2223'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE PROJECTING 12
 AN2223'INCHES ABOVE THE GROUND.  IT IS
 AN2223'14.8 FEET WEST FROM THE CENTER OF A TRACK ROAD AND
 AN2223'4.6 FEET NORTHEAST FROM A METAL WITNESS POST.
 AN2223'
 AN2223'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0560 ***********************************************************************
 AO0560  DESIGNATION -  SULFUR
 AO0560  PID         -  AO0560
 AO0560  STATE/COUNTY-  TX/LIVE OAK
 AO0560  USGS QUAD   -  PAWNEE (1965)
 AO0560
 AO0560                         *CURRENT SURVEY CONTROL
 AO0560  ___________________________________________________________________
 AO0560* NAD 83(1993)-  28 39 57.46401(N)    098 05 25.68369(W)     ADJUSTED  
 AO0560* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 AO0560  ___________________________________________________________________
 AO0560  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AO0560  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AO0560
 AO0560  HORZ ORDER  -  FIRST
 AO0560
 AO0560.The horizontal coordinates were established by classical geodetic methods
 AO0560.and adjusted by the National Geodetic Survey in February 1996..
 AO0560
 AO0560.The orthometric height was scaled from a topographic map.
 AO0560
 AO0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0560
 AO0560.The geoid height was determined by GEOID03.
 AO0560
 AO0560;                    North         East     Units Scale Factor Converg.
 AO0560;SPC TXSC     - 4,092,625.127   688,900.220   MT  0.99993088   +0 26 44.1
 AO0560;SPC TXSC     -13,427,220.94  2,260,166.81   sFT  0.99993088   +0 26 44.1
 AO0560;UTM  14      - 3,171,316.414   588,873.727   MT  0.99969747   +0 26 10.8
 AO0560
 AO0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0560!SPC TXSC     -   0.99998715  x   0.99993088  =   0.99991804
 AO0560!UTM  14      -   0.99998715  x   0.99969747  =   0.99968463
 AO0560
 AO0560:                Primary Azimuth Mark                     Grid Az
 AO0560:SPC TXSC     -  SULFUR AZ MK                             090 50 38.0
 AO0560:UTM  14      -  SULFUR AZ MK                             090 51 11.3
 AO0560
 AO0560|---------------------------------------------------------------------|
 AO0560| PID    Reference Object                     Distance      Geod. Az  |
 AO0560|                                                           dddmmss.s |
 AO0560| CV6437 SULFUR AZ MK                                       0911722.1 |
 AO0560| CV6438 SULFUR RM 1                          26.202 METERS 11223     |
 AO0560| CV6439 SULFUR RM 2                          29.578 METERS 23105     |
 AO0560|---------------------------------------------------------------------|
 AO0560
 AO0560                          SUPERSEDED SURVEY CONTROL
 AO0560
 AO0560  NAD 83(1986)-  28 39 57.46843(N)    098 05 25.66315(W) AD(       ) 1
 AO0560  NAD 27      -  28 39 56.52200(N)    098 05 24.64600(W) AD(       ) 1
 AO0560
 AO0560.Superseded values are not recommended for survey control.
 AO0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0560.See file dsdata.txt to determine how the superseded data were derived.
 AO0560
 AO0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8887471316(NAD 83)
 AO0560_MARKER: DS = TRIANGULATION STATION DISK
 AO0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0560_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0560
 AO0560  HISTORY     - Date     Condition        Report By
 AO0560  HISTORY     - 1952     MONUMENTED       CGS
 AO0560  HISTORY     - 1953     GOOD             CGS
 AO0560
 AO0560                          STATION DESCRIPTION
 AO0560
 AO0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0560'THE STATION IS LOCATED ABOUT 14-1/2 MILES NORTH-NORTHEAST
 AO0560'OF THREE RIVERS.  10-1/2 MILES EAST OF WHITSETT.  5-1/2
 AO0560'MILES WEST OF PAWNEE AND AT A POINT WHERE FARM ROAD 882
 AO0560'TURNS FROM WEST TO NORTH.
 AO0560'
 AO0560'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72
 AO0560'AND FARM ROAD 798 IN PAWNEE, GO NORTH ON STATE HIGHWAY 72
 AO0560'FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 72 AND FARM ROAD 882.
 AO0560'TURN LEFT, WEST, ON FARM ROAD 882 AND GO 4.5 MILES TO THE
 AO0560'AZIMUTH MARK ON THE LEFT, 1/4 MILE WEST OF AN OIL TANK AND
 AO0560'0.1 MILE EAST OF A SMALL HOUSE.  CONTINUE WEST ON FARM ROAD
 AO0560'882 FOR 0.85 MILE TO A POINT WHERE FARM ROAD 882 TURNS NORTH.
 AO0560'CONTINUE STRAIGHT AHEAD ON THE DIRT ROAD ABOUT 75 YARDS
 AO0560'TO A T-INTERSECTION AND THE STATION ON THE RIGHT.
 AO0560'
 AO0560'THE STATION MARK, STAMPED SULFUR 1952, IS A BRONZE DISK SET
 AO0560'IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 50
 AO0560'YARDS SOUTHWEST OF THE CURVE IN FARM ROAD 882.  25 YARDS
 AO0560'NORTH OF THE EAST-WEST DIRT ROAD.  20 YARDS EAST OF THE
 AO0560'NORTH-SOUTH DIRT ROAD.  10 YARDS NORTH OF A STOCK PILE OF
 AO0560'GRAVEL AND 5 FEET EAST OF A WHITE WITNESS POST.
 AO0560'
 AO0560'REFERENCE MARK NO. 1, STAMPED SULFUR 1952 NO 1, IS A BRONZE
 AO0560'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 7 INCHES
 AO0560'AND IS 12 YARDS NORTH OF THE EAST-WEST DIRT ROAD.
 AO0560'
 AO0560'REFERENCE MARK NO. 2, STAMPED SULFUR 1952 NO 2, IS A BRONZE
 AO0560'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.
 AO0560'IT IS 9 YARDS NORTHWEST OF THE T-INTERSECTION AND 3 FEET
 AO0560'NORTHEAST OF A POWER POLE.
 AO0560'
 AO0560'THE AZIMUTH MARK, STAMPED SULFUR 1952, IS A BRONZE DISK SET
 AO0560'IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS ON THE
 AO0560'SUMMIT OF A LOW KNOLL.  9 YARDS SOUTH OF THE CENTER OF FARM
 AO0560'ROAD 882.  3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 AO0560'NORTH OF A FENCE LINE.
 AO0560
 AO0560                          STATION RECOVERY (1953)
 AO0560
 AO0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0560'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 AO0560'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1077 ***********************************************************************
 CR1077  DESIGNATION -  SULLIVAN
 CR1077  PID         -  CR1077
 CR1077  STATE/COUNTY-  TX/HARRISON
 CR1077  USGS QUAD   -  MARSHALL EAST (1978)
 CR1077
 CR1077                         *CURRENT SURVEY CONTROL
 CR1077  ___________________________________________________________________
 CR1077* NAD 83(1993)-  32 35 02.60106(N)    094 19 41.69152(W)     ADJUSTED  
 CR1077* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 CR1077  ___________________________________________________________________
 CR1077  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CR1077  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR1077
 CR1077  HORZ ORDER  -  FIRST
 CR1077
 CR1077.The horizontal coordinates were established by classical geodetic methods
 CR1077.and adjusted by the National Geodetic Survey in February 1996..
 CR1077
 CR1077.The orthometric height was scaled from a topographic map.
 CR1077
 CR1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1077
 CR1077.The geoid height was determined by GEOID03.
 CR1077
 CR1077;                    North         East     Units Scale Factor Converg.
 CR1077;SPC TXNC     - 2,109,504.904   991,542.823   MT  0.99990570   +2 16 30.9
 CR1077;SPC TXNC     - 6,920,934.01  3,253,086.75   sFT  0.99990570   +2 16 30.9
 CR1077;UTM  15      - 3,605,955.134   375,336.987   MT  0.99979163   -0 42 55.4
 CR1077
 CR1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1077!SPC TXNC     -   0.99998294  x   0.99990570  =   0.99988865
 CR1077!UTM  15      -   0.99998294  x   0.99979163  =   0.99977458
 CR1077
 CR1077|---------------------------------------------------------------------|
 CR1077| PID    Reference Object                     Distance      Geod. Az  |
 CR1077|                                                           dddmmss.s |
 CR1077| CX6340 SULLIVAN RM 1                        23.412 METERS 03949     |
 CR1077| CR1069 KARNACK TEX ILL NAT GAS TOWER       APPROX.17.5 KM 0520610.7 |
 CR1077| CR1070 LONGHORN ORD DEPOT NW WATER TK      APPROX.18.8 KM 0574450.3 |
 CR1077| CR1071 LONGHORN ORD DEPOT E WATER TK       APPROX.20.9 KM 0592802.8 |
 CR1077| CX6341 SULLIVAN RM 2                        24.081 METERS 14551     |
 CR1077| CX6338 SULLIVAN AZ MK                                     1762314.9 |
 CR1077| CX6339 SULLIVAN AZ MK 2                                   1774100.9 |
 CR1077| CR1079 MARSHALL S MUNICIPAL TANK           APPROX. 6.1 KM 2094948.0 |
 CR1077| CR1075 MARSHALL RAD STA KMHT MAST          APPROX. 3.2 KM 2250418.8 |
 CR1077| CR1078 MARSHALL N MUNICIPAL TANK           APPROX. 4.2 KM 2321217.7 |
 CR1077| CR1076 MARSHALL E TEX BAP COLL CHAPEL      APPROX. 5.2 KM 2334957.9 |
 CR1077| CR1192 HARRISON                            APPROX.17.5 KM 2495614.9 |
 CR1077| CR1082 TEXAS ILL NAT GAS CO RADIO TWR      APPROX.14.3 KM 2602111.8 |
 CR1077| CR1073 WOODLAWN MISS R FUEL CO MAST        APPROX. 5.8 KM 3443631.3 |
 CR1077|---------------------------------------------------------------------|
 CR1077
 CR1077                          SUPERSEDED SURVEY CONTROL
 CR1077
 CR1077  NAD 83(1986)-  32 35 02.60971(N)    094 19 41.68081(W) AD(       ) 1
 CR1077  NAD 27      -  32 35 02.07120(N)    094 19 40.98120(W) AD(       ) 1
 CR1077
 CR1077.Superseded values are not recommended for survey control.
 CR1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1077.See file dsdata.txt to determine how the superseded data were derived.
 CR1077
 CR1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7533705955(NAD 83)
 CR1077_MARKER: DS = TRIANGULATION STATION DISK
 CR1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1077
 CR1077  HISTORY     - Date     Condition        Report By
 CR1077  HISTORY     - 1950     MONUMENTED       CGS
 CR1077  HISTORY     - 1956     GOOD             CGS
 CR1077  HISTORY     - 1958     GOOD             CGS
 CR1077  HISTORY     - 1963     GOOD             CGS
 CR1077  HISTORY     - 1973     GOOD             ABRAMS
 CR1077  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR1077
 CR1077                          STATION DESCRIPTION
 CR1077
 CR1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1077'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE
 CR1077'TOWN OF MARSHALL, ON PROPERTY OWNED BY MR. J.L. SULLIVAN.
 CR1077'IT IS 79 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 34 FEET
 CR1077'NORTH OF THE CENTERLINE OF MR. SULLIVANS DRIVEWAY, 17 FEET WEST
 CR1077'OF THE WEST ONE OF THREE SMALL OAK TREES AND 15 FEET WEST OF A
 CR1077'WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 CR1077'GROUND AND THE DISK IS STAMPED SULLIVAN 1950.
 CR1077'
 CR1077'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTERLINE OF
 CR1077'THE ROAD AND 26 FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS
 CR1077'4 INCHES AND THE DISK IS STAMPED SULLIVAN NO 1 1950.
 CR1077'
 CR1077'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTERLINE OF
 CR1077'THE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 CR1077'AND 5 FEET NORTH OF A BRACED TELEPHONE POLE.  THE MARK PROJECTS 4
 CR1077'INCHES AND THE DISK IS STAMPED SULLIVAN NO 2 1950.
 CR1077'
 CR1077'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH-SOUTHEAST OF THE STATION,
 CR1077'26 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHWEST OF
 CR1077'A WITNESS POST AND 1-1/2 FEET WEST OF THE FENCE.  THE MARK
 CR1077'PROJECTS 4 INCHES AND THE DISK IS STAMPED SULLIVAN 1950.
 CR1077'
 CR1077'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 59 IN THE
 CR1077'NORTHEAST EDGE OF MARSHALL, GO NORTH ON HIGHWAY 59 0.5 MILE
 CR1077'TO CROSS STREETS, TURN RIGHT ON PARK AVE. FOR 0.85 MILE TO FORKS
 CR1077'AT STORE, TAKE LEFT FORK 0.7 MILE TO A SIDE ROAD LEFT, TURN
 CR1077'LEFT ON DIRT ROAD 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 CR1077'CONTINUE 0.5 MILE TO TOP OF RIDGE AND THE STATION AS DESCRIBED.
 CR1077'
 CR1077'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1077
 CR1077                          STATION RECOVERY (1956)
 CR1077
 CR1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1077'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 CR1077'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CR1077'STATION SITE ARE CORRECT.
 CR1077
 CR1077                          STATION RECOVERY (1958)
 CR1077
 CR1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1077'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CR1077'NO. 2 WERE FOUND IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK
 CR1077'WAS NOT VISIBLE FROM THE STATION SO IT WAS DESTROYED AND A
 CR1077'NEW MARK WAS SET.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CR1077'
 CR1077'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF MARSHALL AND
 CR1077'0.8 MILE EAST OF U.S. HIGHWAY 59, IN THE YARD OF A HOME OWNED BY
 CR1077'MR. J.L. SULLIVAN.  IT IS 79 FEET WEST OF THE CENTER OF THE
 CR1077'PAVED ROAD, 37 FEET NORTH OF THE CENTER OF MR. SULLIVANS
 CR1077'DRIVEWAY, 17 FEET WEST OF THE WEST ONE OF THREE SMALL OAK
 CR1077'TREES AND 15 FEET WEST OF A WITNESS POST.  THE MARK IS FLUSH
 CR1077'WITH THE GROUND AND IS STAMPED SULLIVAN 1950.
 CR1077'
 CR1077'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF THE PAVED
 CR1077'ROAD AND 26 FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 2
 CR1077'INCHES AND IS STAMPED SULLIVAN NO 1 1950.
 CR1077'
 CR1077'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF THE
 CR1077'PAVED ROAD, 30 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND
 CR1077'5 FEET NORTH OF A BRACED TELEPHONE POLE.  THE MARK PROJECTS 3
 CR1077'INCHES AND IS STAMPED SULLIVAN NO 2 1950.
 CR1077'
 CR1077'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION, 34
 CR1077'FEET SOUTH OF A DRIVEWAY, 20 FEET WEST OF THE CENTER OF THE
 CR1077'BLACK TOPPED ROAD, 2 FEET SOUTHWEST OF A FENCE CORNER AND 1
 CR1077'FOOT NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 1 INCH
 CR1077'AND IS STAMPED SULLIVAN 1950 RESET 1958.
 CR1077'
 CR1077'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CR1077'59 IN THE NORTHEAST EDGE OF MARSHALL, GO NORTH ON U.S. HIGHWAY
 CR1077'59 FOR 0.5 MILE TO A CROSS STREET, TURN RIGHT ON CROSS STREET AND
 CR1077'GO 0.85 MILE TO A FORKS AT A STORE, TAKE LEFT FORK FOR 0.6
 CR1077'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.25 MILE TO THE
 CR1077'STATION ON THE LEFT AS DESCRIBED.
 CR1077
 CR1077                          STATION RECOVERY (1963)
 CR1077
 CR1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 CR1077'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CR1077'CONDITION.
 CR1077'
 CR1077'THE AZIMUTH WAS RESET IN 1958 AND WAS FOUND AS DESCRIBED.
 CR1077
 CR1077                          STATION RECOVERY (1973)
 CR1077
 CR1077'RECOVERY NOTE BY ABRAMS AERIAL SURVEYS 1973 (JH)
 CR1077'SULLIVAN 1950-GOOD
 CR1077'
 CR1077'SULLIVAN R.M. 1 1950-GOOD
 CR1077'
 CR1077'SULLIVAN R.M. 2 1950-GOOD
 CR1077'
 CR1077'SULLIVAN AZI MK 1958-GOOD
 CR1077'
 CR1077'AZI MARK CANNOT BE SEEN FROM STA. BECAUSE OF TREE AND BRUSH
 CR1077'GROWTH
 CR1077
 CR1077                          STATION RECOVERY (2003)
 CR1077
 CR1077'RECOVERY NOTE BY US POWER SQUADRON 2003 (WDW)
 CR1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0744 ***********************************************************************
 EM0744  DESIGNATION -  SULLIVAN
 EM0744  PID         -  EM0744
 EM0744  STATE/COUNTY-  TX/WICHITA
 EM0744  USGS QUAD   -  BURKBURNETT (1981)
 EM0744
 EM0744                         *CURRENT SURVEY CONTROL
 EM0744  ___________________________________________________________________
 EM0744* NAD 83(1993)-  34 05 48.69392(N)    098 37 04.19812(W)     ADJUSTED  
 EM0744* NAVD 88     -       343.05   (+/-2cm)    1125.5    (feet)  VERTCON   
 EM0744  ___________________________________________________________________
 EM0744  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 EM0744  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EM0744
 EM0744  HORZ ORDER  -  SECOND
 EM0744  VERT ORDER  -  THIRD ? (See Below)
 EM0744
 EM0744.The horizontal coordinates were established by classical geodetic methods
 EM0744.and adjusted by the National Geodetic Survey in February 1996..
 EM0744
 EM0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0744.The vertical order pertains to the NGVD 29 superseded value.
 EM0744
 EM0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0744
 EM0744.The geoid height was determined by GEOID03.
 EM0744
 EM0744;                    North         East     Units Scale Factor Converg.
 EM0744;SPC TXNC     - 2,269,507.284   589,125.991   MT  1.00003892   -0 03 51.4
 EM0744;SPC TXNC     - 7,445,875.15  1,932,824.19   sFT  1.00003892   -0 03 51.4
 EM0744;UTM  14      - 3,772,961.551   535,252.302   MT  0.99961532   +0 12 51.3
 EM0744
 EM0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0744!SPC TXNC     -   0.99995043  x   1.00003892  =   0.99998935
 EM0744!UTM  14      -   0.99995043  x   0.99961532  =   0.99956577
 EM0744
 EM0744:                Primary Azimuth Mark                     Grid Az
 EM0744:SPC TXNC     -  DEVOL CITY WATER TANK                    014 00 27.2
 EM0744:UTM  14      -  DEVOL CITY WATER TANK                    013 43 44.5
 EM0744
 EM0744|---------------------------------------------------------------------|
 EM0744| PID    Reference Object                     Distance      Geod. Az  |
 EM0744|                                                           dddmmss.s |
 EM0744| EM0739 DEVOL CITY WATER TANK               APPROX.10.8 KM 0135635.8 |
 EM0744| CX8749 SULLIVAN RM 3                        39.016 METERS 07115     |
 EM0744| EM0752 BURKBURNETT N MUNICIPAL TANK        APPROX. 4.1 KM 0881238.7 |
 EM0744| EM0745 SULLIVAN                             23.712 METERS 10916     |
 EM0744| EM0751 BURKBURNETT S MUNICIPAL TANK        APPROX. 4.9 KM 1112946.2 |
 EM0744| CX8747 SULLIVAN RM 1                        72.766 METERS 18139     |
 EM0744| CX8748 SULLIVAN RM 2                        80.611 METERS 18141     |
 EM0744| CX8746 SULLIVAN AZ MK                                     2672423.5 |
 EM0744| CX8750 SULLIVAN RM 4                        42.086 METERS 32912     |
 EM0744|---------------------------------------------------------------------|
 EM0744
 EM0744                          SUPERSEDED SURVEY CONTROL
 EM0744
 EM0744  NAD 83(1993)-  34 05 48.69398(N)    098 37 04.19800(W) AD(       ) 2
 EM0744  NAD 83(1986)-  34 05 48.69820(N)    098 37 04.18506(W) AD(       ) 2
 EM0744  NAD 27      -  34 05 48.36400(N)    098 37 02.96800(W) AD(       ) 2
 EM0744  NGVD 29 (07/19/86)  342.94   (m)         1125.1    (f) LEVELING    3  
 EM0744
 EM0744.Superseded values are not recommended for survey control.
 EM0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0744.See file dsdata.txt to determine how the superseded data were derived.
 EM0744
 EM0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3525272962(NAD 83)
 EM0744_MARKER: DS = TRIANGULATION STATION DISK
 EM0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0744
 EM0744  HISTORY     - Date     Condition        Report By
 EM0744  HISTORY     - 1923     MONUMENTED       CGS
 EM0744  HISTORY     - 1936     GOOD             CGS
 EM0744  HISTORY     - 1957     GOOD             CGS
 EM0744  HISTORY     - 1965     GOOD             CGS
 EM0744  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 EM0744
 EM0744                          STATION DESCRIPTION
 EM0744
 EM0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0744'STATION IS ABOUT 2 MI. W OF BURKBURNETT, 75 M. (246 FT.) N OF THE
 EM0744'CONCRETE HIGHWAY (ELECTRA ROAD), ON LAND BELONGING TO MR. J.
 EM0744'SULLIVAN, AND 200 M. (656 FT.) W OF HIS HOUSE.
 EM0744'
 EM0744'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS, SET IN CONCRETE
 EM0744'AS DESCRIBED.
 EM0744'
 EM0744'TWO REFERENCE MARKS WERE SET--
 EM0744'
 EM0744'REFERENCE MARK 1 IS A STANDARD DISK, SET IN A BLOCK OF CONCRETE,
 EM0744'IN A FENCE LINE, 72.766 M. (238.73 FT.) FROM THE STATION,
 EM0744'S 01 DEG 39 MIN W.
 EM0744'
 EM0744'REFERENCE MARK 2 IS A STANDARD DISK, SET IN THE PAVEMENT ABOUT
 EM0744'3 FT. FROM THE N EDGE, 80.611 M. (264.47 FT.) FROM THE STATION,
 EM0744'S 01 DEG 41 MIN W.
 EM0744'
 EM0744'STATION SULLIVAN (U.S.G.S.) IS 23.700 M. (77.76 FT.) FROM THE
 EM0744'STATION, S 70 DEG 42 MIN E.
 EM0744
 EM0744                          STATION RECOVERY (1936)
 EM0744
 EM0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 EM0744'ALL MARKS FOUND IN GOOD CONDITION.
 EM0744'
 EM0744'STATION IS ABOUT 2.0 MI. W OF BURKBURNETT, ON THE SULLIVAN FARM,
 EM0744'IN A SMALL PASTURE.  IT IS ABOUT 200 M. W OF THE SULLIVAN
 EM0744'FARMHOUSE, 84 M. N OF THE CENTERLINE OF A CONCRETE HIGHWAY
 EM0744'(BURKBURNETT AND ELECTRA ROAD).
 EM0744'
 EM0744'STATION MARK IS A STANDARD DISK, SET IN A BLOCK OF CONCRETE
 EM0744'12 IN. SQUARE AND PROJECTS 3 IN. ABOVE THE SURFACE.
 EM0744'
 EM0744'REFERENCE MARK 1 IS A STANDARD DISK, SET IN A CONCRETE BLOCK
 EM0744'12 IN. SQUARE NEAR THE ROAD FENCE LINE AND PROJECTS 3 IN.  IT
 EM0744'IS 72.766 M. FROM THE STATION, S 01 DEG 39 MIN W.
 EM0744'
 EM0744'REFERENCE MARK 2 IS A STANDARD DISK, SET IN A CONCRETE PAVEMENT
 EM0744'3 FT. FROM THE N EDGE.  IT IS 80.611 M. FROM THE STATION,
 EM0744'S 01 DEG 41 MIN W.
 EM0744'
 EM0744'UNITED STATES GEOLOGICAL SURVEY STATION IS 23.700 M. FROM THE
 EM0744'STATION, S 70 DEG 42 MIN W AND IS MARKED BY AN IRON PIPE
 EM0744'AND DISK STATION MARK.
 EM0744'
 EM0744'TO REACH THE STATION GO TO THE BURKBURNETT-ELECTRA HIGHWAY AND
 EM0744'FOLLOW IT TO THE STATION.
 EM0744
 EM0744                          STATION RECOVERY (1957)
 EM0744
 EM0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0744'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EM0744'THE REFERENCE MARKS WERE DESTROYED WHEN THE HIGHWAY NEAR THE
 EM0744'STATION WAS WIDENED.  SULLIVAN (U.S.G.S.) WAS ALSO RECOVERED
 EM0744'AND FOUND IN GOOD CONDITION.
 EM0744'
 EM0744'FOLLOWING IS A DESCRIPTION TO REACH STATION FROM BURKBURNETT--
 EM0744'
 EM0744'TO REACH FROM BURKBURNETT, FROM THE CENTER OF TOWN, GO WEST ON
 EM0744'STATE HIGHWAY 240 FOR 2.4 MILES TO SURFACED CROSSROADS, CONTINUE
 EM0744'WEST FOR 0.25 MILE TO THE STATION ON RIGHT (NORTH).  IT IS
 EM0744'NORTH-NORTHWEST ACROSS THE HIGHWAY FROM A WHITE HOUSE.
 EM0744
 EM0744                          STATION RECOVERY (1965)
 EM0744
 EM0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0744'THE STATION MARK AND SULLIVAN (USGS) 1923 WERE
 EM0744'RECOVERED.  REFERENCE MARKS 1 AND 2 WERE NOT
 EM0744'RECOVERED.  REFERENCE MARKS 3, 4 AND AN AZIMUTH MARK WAS
 EM0744'ESTABLISHED.  A DIFFERENCE IN THE DISTANCE AND DIRECTION WAS
 EM0744'NOTED TO SULLIVAN (USGS) 1923.  A COMPLETE NEW DESCRIPTION
 EM0744'FOLLOWS.
 EM0744'
 EM0744'THE STATION IS ABOUT 2 MILES WEST OF BURKBURNETT, 0.05
 EM0744'MILE NORTH OF STATE HIGHWAY 240, IN PASTURE LAND AND ON
 EM0744'PROPERTY OWNED BY MR. ARNOLD HOLTZEN.
 EM0744'
 EM0744'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 240
 EM0744'AND FARM ROAD 369, ABOUT 1 MILE WEST OF BURKBURNETT, GO WEST
 EM0744'ON HIGHWAY 240 FOR 1.15 MILES TO A WIRE GATE ON THE RIGHT.  TURN
 EM0744'RIGHT, PASS THROUGH GATE AND GO WEST-NORTHWEST ACROSS PASTURE
 EM0744'ON DIM TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 EM0744'
 EM0744'STATION MARK IS A STANDARD DISK, STAMPED SULLIVAN 1923, SET
 EM0744'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 EM0744'WITH THE GROUND.  IT IS 87 FEET SOUTH OF A FENCE, 42 FEET
 EM0744'NORTH OF THE CENTERLINE OF THE TRACK ROAD AND 22.5 FEET EAST
 EM0744'OF A LONE 2 INCH TREE.
 EM0744'
 EM0744'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SULLIVAN NO 3
 EM0744'1923 1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 EM0744'IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 125.5 FEET
 EM0744'WEST OF AN IRON PIPE FENCE CORNER POST AND 0.5 FOOT SOUTH
 EM0744'OF THE FENCE.
 EM0744'
 EM0744'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED SULLIVAN NO 4
 EM0744'1923 1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 EM0744'IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 1.5 FEET
 EM0744'SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM0744'
 EM0744'SULLIVAN (USGS) IS A BRONZE DISK, NOT STAMPED, BOLTED TO THE
 EM0744'TOP OF A 3 INCH IRON PIPE, THAT PROJECTS 14 INCHES ABOVE
 EM0744'THE GROUND.  IT IS 82 FEET SOUTH OF THE FENCE AND 34 FEET
 EM0744'NORTH OF THE CENTERLINE OF THE TRACK ROAD.
 EM0744'
 EM0744'AZIMUTH MARK IS A STANDARD DISK, STAMPED SULLIVAN 1965,
 EM0744'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0744'DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 EM0744'65 FEET NORTH OF THE CENTERLINE OF HIGHWAY 240, 3 FEET WEST
 EM0744'OF POWER LINE POLE NUMBER 396 AND 2.3 FEET SOUTH OF A
 EM0744'WITNESS POST.
 EM0744'
 EM0744'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE MENTIONED
 EM0744'ABOVE, GO WEST ON HIGHWAY 240 FOR 1.05 MILES TO A CROSSROAD
 EM0744'AND THE MARK ON THE RIGHT IN A TRIANGLE FORMED BY THE
 EM0744'INTERSECTION.
 EM0744'
 EM0744'HEIGHT OF LIGHT ABOVE STATION MARK 47 FEET.
 EM0744'
 EM0744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EM0744'2 MILES WEST.
 EM0744
 EM0744                          STATION RECOVERY (2001)
 EM0744
 EM0744'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 EM0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0745 ***********************************************************************
 EM0745  DESIGNATION -  SULLIVAN
 EM0745  PID         -  EM0745
 EM0745  STATE/COUNTY-  TX/WICHITA
 EM0745  USGS QUAD   -  BURKBURNETT (1981)
 EM0745
 EM0745                         *CURRENT SURVEY CONTROL
 EM0745  ___________________________________________________________________
 EM0745* NAD 83(1993)-  34 05 48.44009(N)    098 37 03.32484(W)     ADJUSTED  
 EM0745* NAVD 88     -       343.25   (+/-2cm)    1126.1    (feet)  VERTCON   
 EM0745  ___________________________________________________________________
 EM0745  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 EM0745  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EM0745
 EM0745  HORZ ORDER  -  SECOND
 EM0745  VERT ORDER  -  THIRD ? (See Below)
 EM0745
 EM0745.The horizontal coordinates were established by classical geodetic methods
 EM0745.and adjusted by the National Geodetic Survey in February 1996..
 EM0745
 EM0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0745.The vertical order pertains to the NGVD 29 superseded value.
 EM0745
 EM0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0745
 EM0745.The geoid height was determined by GEOID03.
 EM0745
 EM0745;                    North         East     Units Scale Factor Converg.
 EM0745;SPC TXNC     - 2,269,499.438   589,148.368   MT  1.00003889   -0 03 50.9
 EM0745;SPC TXNC     - 7,445,849.41  1,932,897.60   sFT  1.00003889   -0 03 50.9
 EM0745;UTM  14      - 3,772,953.817   535,274.707   MT  0.99961534   +0 12 51.8
 EM0745
 EM0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0745!SPC TXNC     -   0.99995040  x   1.00003889  =   0.99998929
 EM0745!UTM  14      -   0.99995040  x   0.99961534  =   0.99956576
 EM0745
 EM0745                          SUPERSEDED SURVEY CONTROL
 EM0745
 EM0745  NAD 83(1993)-  34 05 48.44022(N)    098 37 03.32493(W) AD(       ) 2
 EM0745  NAD 83(1986)-  34 05 48.44444(N)    098 37 03.31200(W) AD(       ) 2
 EM0745  NAD 27      -  34 05 48.11017(N)    098 37 02.09474(W) AD(       ) 2
 EM0745  NGVD 29 (07/19/86)  343.14   (m)         1125.8    (f) LEVELING    3  
 EM0745
 EM0745.Superseded values are not recommended for survey control.
 EM0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0745.See file dsdata.txt to determine how the superseded data were derived.
 EM0745
 EM0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3527572954(NAD 83)
 EM0745_MARKER: P = PIPE CAP
 EM0745_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0745_SP_SET: PREFABRICATED CONCRETE POST
 EM0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0745
 EM0745  HISTORY     - Date     Condition        Report By
 EM0745  HISTORY     - 1923     MONUMENTED       USGS
 EM0745  HISTORY     - 1937     GOOD             TXHD
 EM0745  HISTORY     - 1965     GOOD             CGS
 EM0745  HISTORY     - 20010525 GOOD             USPSQD
 EM0745
 EM0745                          STATION DESCRIPTION
 EM0745
 EM0745'DESCRIBED BY US GEOLOGICAL SURVEY 1923 (EOH)
 EM0745'STATION WAS ESTABLISHED IN 1914 BY THE UNITED STATES GEOLOGICAL
 EM0745'SURVEY, AND MARKED BY AN IRON PIPE, 23.700 M. (77.76 FT.),
 EM0745'S 70 DEG 42 MIN E FROM STATION SULLIVAN.
 EM0745
 EM0745                          STATION RECOVERY (1937)
 EM0745
 EM0745'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 EM0745'STATION RECOVERED IN GOOD CONDITION.
 EM0745'
 EM0745'STATION IS REACHED BY GOING W FROM BURKBURNETT ON A CONCRETE
 EM0745'PAVED ROAD, AT 2-1/4 MI. PASS A N-S CROSSROAD, AND AT 0.25 MI.
 EM0745'PAST THIS POINT THE STATION IS 0.05 MI. TO THE N OF THE ROAD.
 EM0745'
 EM0745'STATION MARK IS ABOUT A 3-IN. IRON PIPE WITH A BRONZE CAP PLATE
 EM0745'AND EXTENDS ABOVE GROUND ABOUT 18 IN.
 EM0745
 EM0745                          STATION RECOVERY (1965)
 EM0745
 EM0745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0745'THE STATION IS ABOUT 2 MILES WEST OF BURKBURNETT, 0.05 MILE NORTH
 EM0745'OF STATE HIGHWAY 240, IN PASTURE LAND AND ON PROPERTY OWNED BY
 EM0745'MR. ARNOLD HOLTZEN.
 EM0745'
 EM0745'A DIFFERENCE FROM PREVIOUS OBSERVATION AND DISTANCE OF 2 MINUTES,
 EM0745'44.6 SECONDS AND 1.324 METERS WAS NOTED.
 EM0745'
 EM0745'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION SULLIVAN 1923,
 EM0745'THE DISTANCE BEING 25.024 METERS, 77.79 FEET WEST-NORTHWEST.
 EM0745'
 EM0745'THE MARK IS A USGS BRONZE DISK, NOT STAMPED, BOLTED TO THE TOP
 EM0745'OF A 3 INCH IRON PIPE, THAT PROJECTS 14 INCHES ABOVE THE GROUND.  IT
 EM0745'IS 82 FEET SOUTH OF A FENCE AND 34 FEET NORTH OF THE CENTERLINE
 EM0745'OF A TRACK ROAD.
 EM0745
 EM0745                          STATION RECOVERY (2001)
 EM0745
 EM0745'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 EM0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1330 ***********************************************************************
 CR1330  DESIGNATION -  SULLIVAN
 CR1330  PID         -  CR1330
 CR1330  STATE/COUNTY-  TX/VAN ZANDT
 CR1330  USGS QUAD   -  FRUITVALE (1962)
 CR1330
 CR1330                         *CURRENT SURVEY CONTROL
 CR1330  ___________________________________________________________________
 CR1330* NAD 83(1993)-  32 42 33.12385(N)    095 46 14.72267(W)     ADJUSTED  
 CR1330* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 CR1330  ___________________________________________________________________
 CR1330  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 CR1330  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CR1330
 CR1330  HORZ ORDER  -  FIRST
 CR1330
 CR1330.The horizontal coordinates were established by classical geodetic methods
 CR1330.and adjusted by the National Geodetic Survey in February 1996..
 CR1330
 CR1330.The orthometric height was scaled from a topographic map.
 CR1330
 CR1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1330
 CR1330.The geoid height was determined by GEOID03.
 CR1330
 CR1330;                    North         East     Units Scale Factor Converg.
 CR1330;SPC TXNC     - 2,118,930.030   855,833.173   MT  0.99989037   +1 29 18.7
 CR1330;SPC TXNC     - 6,951,856.27  2,807,846.00   sFT  0.99989037   +1 29 18.7
 CR1330;UTM  15      - 3,622,444.812   240,279.313   MT  1.00043185   -1 29 53.1
 CR1330
 CR1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1330!SPC TXNC     -   0.99998129  x   0.99989037  =   0.99987166
 CR1330!UTM  15      -   0.99998129  x   1.00043185  =   1.00041313
 CR1330
 CR1330:                Primary Azimuth Mark                     Grid Az
 CR1330:SPC TXNC     -  EMORY MUNICIPAL TANK                     359 43 59.1
 CR1330:UTM  15      -  EMORY MUNICIPAL TANK                     002 43 10.9
 CR1330
 CR1330|---------------------------------------------------------------------|
 CR1330| PID    Reference Object                     Distance      Geod. Az  |
 CR1330|                                                           dddmmss.s |
 CR1330| CR1341 EMORY MUNICIPAL TANK                APPROX.18.3 KM 0011317.8 |
 CR1330| CR1320 ALBA MUNICIPAL TANK                 APPROX.15.5 KM 0540033.9 |
 CR1330| CY2377 SULLIVAN AZ MK 2                                   0740607.8 |
 CR1330| CY2376 SULLIVAN AZ MK                                     0741302.0 |
 CR1330| CR1328 GRAND SALINE MUNICIPAL TANK         APPROX. 5.5 KM 1311951.8 |
 CR1330| CY2378 SULLIVAN RM 1                        46.406 METERS 26401     |
 CR1330| CR1335 EDGEWOOD MUNICIPAL TANK             APPROX.10.9 KM 2640639.4 |
 CR1330| CS2577 WILLS POINT MUNICIPAL TANK          APPROX.22.6 KM 2704257.9 |
 CR1330| CY2379 SULLIVAN RM 2                        53.304 METERS 34653     |
 CR1330|---------------------------------------------------------------------|
 CR1330
 CR1330                          SUPERSEDED SURVEY CONTROL
 CR1330
 CR1330  NAD 83(1986)-  32 42 33.13101(N)    095 46 14.70910(W) AD(       ) 1
 CR1330  NAD 27      -  32 42 32.67000(N)    095 46 13.83800(W) AD(       ) 1
 CR1330
 CR1330.Superseded values are not recommended for survey control.
 CR1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1330.See file dsdata.txt to determine how the superseded data were derived.
 CR1330
 CR1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4027922445(NAD 83)
 CR1330_MARKER: DS = TRIANGULATION STATION DISK
 CR1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1330
 CR1330  HISTORY     - Date     Condition        Report By
 CR1330  HISTORY     - 1935     MONUMENTED       CGS
 CR1330  HISTORY     - 1957     GOOD             CGS
 CR1330  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1330
 CR1330                          STATION DESCRIPTION
 CR1330
 CR1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1330'STATION IS ABOUT 4 MILES NW OF GRAND SALINE, ABOUT 3 MILES
 CR1330'NE OF FRUITVALE, ON LAND OCCUPIED BY CLIFTON SULLIVAN, AND
 CR1330'OWNED BY R.N. SULLIVAN.  IT IS 146 FEET S OF THE SW CORNER
 CR1330'OF A FRAME HOUSE, AND ABOUT 18 INCHES W OF A N-S FENCE LINE.
 CR1330'THE MARK PROJECTS 2 INCHES.
 CR1330'
 CR1330'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR1330'BRONZE DISKS SET IN CONCRETE.
 CR1330'
 CR1330'REFERENCE MARK NO. 1 IS W OF THE STATION IN A CULTIVATED
 CR1330'FIELD.  IT IS 140 FEET E OF THE SE CORNER OF A FENCED WOOD
 CR1330'LOT.  THE MARK PROJECTS 2 INCHES.
 CR1330'
 CR1330'REFERENCE MARK NO. 1 IS 217.18 FEET SW OF REFERENCE MARK
 CR1330'NO. 2.
 CR1330'
 CR1330'REFERENCE MARK NO. 2 IS NNW OF THE STATION.  IT IS 55 FEET
 CR1330'NW OF THE SW CORNER OF A FRAME HOUSE AND 48 FEET W OF THE
 CR1330'NW CORNER.  THE MARK PROJECTS 2 INCHES.
 CR1330'
 CR1330'AZIMUTH MARK IS ENE OF THE STATION APPROXIMATELY 0.4 MILE.
 CR1330'IT IS 23 FEET S OF THE CENTER OF AN E-W DIRT ROAD, 16 FEET
 CR1330'W OF A GATE POST LEADING TO THE HOUSE OF FRANK DOUTHITT,
 CR1330'AND 53 FEET N OF THE NW CORNER OF CHIMNEY OF THE HOUSE.
 CR1330'THE MARK PROJECTS 6 INCHES.
 CR1330'
 CR1330'TO REACH FROM GRAND SALINE--GO W ON U.S. HIGHWAY 80 FROM ITS
 CR1330'JUNCTION WITH STATE HIGHWAY 19 FOR 3.6 MILES TO A SIDE ROAD
 CR1330'LEADING N, THENCE N ON DIRT ROAD, FOLLOWING MAIN-TRAVELED
 CR1330'ROAD, 2.8 MILES TO A SIDE ROAD LEADING W, THENCE W 0.6 MILE
 CR1330'TO HOUSE AND STATION ON LEFT.
 CR1330'
 CR1330'ALL LIGHTS COME INTO VIEW AT 20 FEET.
 CR1330'
 CR1330'HEIGHT OF LIGHT ABOVE STATION MARK- 100 FEET.
 CR1330
 CR1330                          STATION RECOVERY (1957)
 CR1330
 CR1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1330'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 CR1330'2, WERE RECOVERED AND FOUND IN GOOD CONDITION, THE AZIMUTH
 CR1330'MARK WAS RESET.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CR1330'
 CR1330'STATION IS ABOUT 4 MILES NORTHWEST OF GRAND SALINE, ABOUT
 CR1330'3 MILES NORTHEAST OF FRUITVALE.  IT IS 120 FEET SOUTH OF THE
 CR1330'SOUTH EDGE OF PORCH ON THE SOUTH SIDE OF HOUSE AND 42 FEET
 CR1330'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED SULLIVAN 1935
 CR1330'AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1330'
 CR1330'REFERENCE MARK NO. 1 IS 92 FEET WEST OF A NORTH-SOUTH FENCE
 CR1330'LINE, 34 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SHED
 CR1330'AND 29 FEET NORTH OF NORTHEAST FENCE CORNER.  IT IS STAMPED
 CR1330'SULLIVAN NO 1 1935 AND PROJECTS 2 INCHES ABOVE THE SURFACE
 CR1330'OF THE GROUND.
 CR1330'
 CR1330'REFERENCE MARK NO. 2 IS 55 FEET NORTHWEST OF THE SOUTHWEST
 CR1330'CORNER OF HOUSE AND 48 FEET WEST OF THE NORTHWEST CORNER
 CR1330'OF HOUSE.  IT IS STAMPED SULLIVAN NO 2 1935 AND IS SET FLUSH
 CR1330'WITH THE SURFACE OF THE GROUND.
 CR1330'
 CR1330'AZIMUTH MARK IS 42 FEET SOUTH OF THE CENTER OF A PAVED ROAD,
 CR1330'5 FEET WEST OF A WHITE WITNESS POST AND IS SET IN A EAST-WEST
 CR1330'FENCE LINE.  IT IS STAMPED SULLIVAN AZIMUTH 1935 RESET 1957.
 CR1330'
 CR1330'TO REACH FROM THE JUNCTION OF STATE ROAD 110 AND U.S. HIGHWAY
 CR1330'80 IN GRAND SALINE GO WESTERLY ON U.S. HIGHWAY 80 FOR 3.6
 CR1330'MILES TO A SIDE ROAD RIGHT, TURN RIGHT ON PAVED ROAD AND
 CR1330'FOLLOW MAIN ROAD THAT JOGS NORTH AND EAST SEVERAL TIMES
 CR1330'FOR 2.8 MILES TO A SIDE ROAD LEFT, TURN LEFT ON PAVED ROAD
 CR1330'AND GO WEST FOR 0.2 MILE TO AZIMUTH MARK ON THE LEFT AS
 CR1330'DESCRIBED, CONTINUE WESTERLY FOR 0.4 MILE TO FARM HOUSE
 CR1330'ON THE LEFT AND STATION AS DESCRIBED.
 CR1330
 CR1330                          STATION RECOVERY (1995)
 CR1330
 CR1330'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6819 ***********************************************************************
 AW6819  DESIGNATION -  SULPHUR
 AW6819  PID         -  AW6819
 AW6819  STATE/COUNTY-  TX/BRAZORIA
 AW6819  USGS QUAD   -  HOSKINS MOUND (1974)
 AW6819
 AW6819                         *CURRENT SURVEY CONTROL
 AW6819  ___________________________________________________________________
 AW6819* NAD 83(1993)-  29 08 30.57351(N)    095 09 37.62607(W)     ADJUSTED  
 AW6819* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6819  ___________________________________________________________________
 AW6819  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW6819  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW6819
 AW6819  HORZ ORDER  -  SECOND
 AW6819
 AW6819.The horizontal coordinates were established by classical geodetic methods
 AW6819.and adjusted by the National Geodetic Survey in February 1996..
 AW6819
 AW6819.The orthometric height was scaled from a topographic map.
 AW6819
 AW6819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6819
 AW6819.The geoid height was determined by GEOID03.
 AW6819
 AW6819;                    North         East     Units Scale Factor Converg.
 AW6819;SPC TXSC     - 4,151,147.345   973,493.464   MT  0.99986888   +1 52 51.8
 AW6819;SPC TXSC     -13,619,222.58  3,193,869.81   sFT  0.99986888   +1 52 51.8
 AW6819;UTM  15      - 3,225,629.037   289,833.669   MT  1.00014508   -1 03 08.9
 AW6819
 AW6819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6819!SPC TXSC     -   1.00000402  x   0.99986888  =   0.99987290
 AW6819!UTM  15      -   1.00000402  x   1.00014508  =   1.00014910
 AW6819
 AW6819:                Primary Azimuth Mark                     Grid Az
 AW6819:SPC TXSC     -  SAN LUIS COAST GUARD STA CUP             110 26 26.2
 AW6819:UTM  15      -  SAN LUIS COAST GUARD STA CUP             113 22 26.9
 AW6819
 AW6819|---------------------------------------------------------------------|
 AW6819| PID    Reference Object                     Distance      Geod. Az  |
 AW6819|                                                           dddmmss.s |
 AW6819| AW6787 SAN LUIS COAST GUARD STA CUP        APPROX. 8.2 KM 1121918.0 |
 AW6819| AW6793 TITLUM IS MOODY HUNT LODGE CHY      APPROX. 7.6 KM 1700318.5 |
 AW6819| CV6839 SULPHUR RM 2                         23.920 METERS 22902     |
 AW6819| CV6838 SULPHUR RM 1                         21.860 METERS 33207     |
 AW6819|---------------------------------------------------------------------|
 AW6819
 AW6819                          SUPERSEDED SURVEY CONTROL
 AW6819
 AW6819  NAD 83(1986)-  29 08 30.58531(N)    095 09 37.60790(W) AD(       ) 2
 AW6819  NAD 27      -  29 08 29.71700(N)    095 09 36.85900(W) AD(       ) 2
 AW6819
 AW6819.Superseded values are not recommended for survey control.
 AW6819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6819.See file dsdata.txt to determine how the superseded data were derived.
 AW6819
 AW6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8983425629(NAD 83)
 AW6819_MARKER: DD = SURVEY DISK
 AW6819_SETTING: 0 = UNSPECIFIED SETTING
 AW6819
 AW6819  HISTORY     - Date     Condition        Report By
 AW6819  HISTORY     - 1933     MONUMENTED       CGS
 AW6819  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW6819  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW6819  HISTORY     - 1962     MARK NOT FOUND   CGS
 AW6819  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW6819
 AW6819                          STATION DESCRIPTION
 AW6819
 AW6819'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6819'ON THE W SHORE OF WEST BAY, ABOUT 5 MILES NW OF SAN LUIS PASS,
 AW6819'ABOUT 3-1/2 MILES SW OF ALLIGATOR POINT.  IT IS 94 METERS
 AW6819'W OF MOUTH OF SMALL BAYOU AT BAY SHORE AND 28.4 FEET W OF OLD
 AW6819'FENCELINE.
 AW6819'
 AW6819'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW6819'SET IN CONCRETE.
 AW6819'
 AW6819'HEIGHT OF LIGHT ABOVE STATION MARK - 4.6 METERS.
 AW6819
 AW6819                          STATION RECOVERY (1947)
 AW6819
 AW6819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6819'NOT FOUND.  A THOROUGH SEARCH WAS MADE IN THE VICINITY OF
 AW6819'THE STATION BY A 3-MAN PARTY BUT NEITHER THE STATION NOR THE
 AW6819'REFERENCE MARKS WERE FOUND.  IT IS BELIEVED THEY ARE COVERED
 AW6819'BY SPOIL FROM THE CANAL.
 AW6819
 AW6819                          STATION RECOVERY (1960)
 AW6819
 AW6819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6819'LOST.  THE AREA WAS THOROUGHLY SEARCHED BUT NONE OF THE MARKS
 AW6819'COULD BE FOUND.  IT IS BELIEVED THE MARKS HAVE BEEN COVERED
 AW6819'WITH SPOIL FROM THE INTRACOASTAL WATERWAY.
 AW6819
 AW6819                          STATION RECOVERY (1962)
 AW6819
 AW6819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW6819'NOT RECOVERED
 AW6819'
 AW6819'ALL MARKS ARE EVIDENTLY COVERED BY SPOIL.
 AW6819
 AW6819                          STATION RECOVERY (1997)
 AW6819
 AW6819'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1384 ***********************************************************************
 DM1384  DESIGNATION -  SULPHUR
 DM1384  PID         -  DM1384
 DM1384  STATE/COUNTY-  TX/LAMAR
 DM1384  USGS QUAD   -  CHARLESTON (1964)
 DM1384
 DM1384                         *CURRENT SURVEY CONTROL
 DM1384  ___________________________________________________________________
 DM1384* NAD 83(1993)-  33 29 42.63481(N)    095 35 21.07571(W)     ADJUSTED  
 DM1384* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 DM1384  ___________________________________________________________________
 DM1384  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DM1384  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DM1384
 DM1384  HORZ ORDER  -  THIRD
 DM1384
 DM1384.The horizontal coordinates were established by classical geodetic methods
 DM1384.and adjusted by the National Geodetic Survey in February 1996..
 DM1384
 DM1384.The orthometric height was scaled from a topographic map.
 DM1384
 DM1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1384
 DM1384.The geoid height was determined by GEOID03.
 DM1384
 DM1384;                    North         East     Units Scale Factor Converg.
 DM1384;SPC TXNC     - 2,206,512.653   870,434.103   MT  0.99990250   +1 35 15.1
 DM1384;SPC TXNC     - 7,239,200.26  2,855,749.22   sFT  0.99990250   +1 35 15.1
 DM1384;UTM  15      - 3,709,185.086   259,456.739   MT  1.00031341   -1 25 46.5
 DM1384
 DM1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1384!SPC TXNC     -   0.99998281  x   0.99990250  =   0.99988531
 DM1384!UTM  15      -   0.99998281  x   1.00031341  =   1.00029621
 DM1384
 DM1384|---------------------------------------------------------------------|
 DM1384| PID    Reference Object                     Distance      Geod. Az  |
 DM1384|                                                           dddmmss.s |
 DM1384| CY2381 SULPHUR RM 1                         22.396 METERS 00218     |
 DM1384| CY2382 SULPHUR RM 2                         25.304 METERS 09559     |
 DM1384| CY2380 SULPHUR AZ MK                                      3493901.2 |
 DM1384|---------------------------------------------------------------------|
 DM1384
 DM1384                          SUPERSEDED SURVEY CONTROL
 DM1384
 DM1384  NAD 83(1993)-  33 29 42.63618(N)    095 35 21.07421(W) AD(       ) 3
 DM1384  NAD 83(1986)-  33 29 42.64132(N)    095 35 21.06424(W) AD(       ) 3
 DM1384  NAD 27      -  33 29 42.25200(N)    095 35 20.21800(W) AD(       ) 3
 DM1384
 DM1384.Superseded values are not recommended for survey control.
 DM1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1384.See file dsdata.txt to determine how the superseded data were derived.
 DM1384
 DM1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5945709185(NAD 83)
 DM1384_MARKER: DS = TRIANGULATION STATION DISK
 DM1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1384
 DM1384  HISTORY     - Date     Condition        Report By
 DM1384  HISTORY     - 1951     MONUMENTED       CGS
 DM1384  HISTORY     - 1957     GOOD             CGS
 DM1384  HISTORY     - 1962     GOOD             USGS
 DM1384  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM1384  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM1384
 DM1384                          STATION DESCRIPTION
 DM1384
 DM1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1384'THE STATION IS LOCATED ABOUT 12 MILES SOUTH AND 3 MILES WEST
 DM1384'OF PARIS, ON THE RIGHT-OF-WAY OF STATE ROUTE 24.  IT IS 50 FEET
 DM1384'EAST OF THE CENTERLINE OF STATE ROUTE 24, 15 FEET NORTHWEST OF
 DM1384'A FENCE CORNER AND 12 FEET WEST OF A FENCELINE.  THE MARK IS SET
 DM1384'ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 DM1384'STAMPED SULPHUR 1950.
 DM1384'
 DM1384'REFERENCE MARK NO. 1 IS 60 FEET EAST OF THE CENTERLINE OF STATE
 DM1384'ROUTE 24, AND 2 FEET WEST OF A FENCELINE.  THE MARK IS SET FLUSH
 DM1384'WITH THE GROUND AND THE DISK IS STAMPED SULPHUR NO 1 1950.
 DM1384'
 DM1384'REFERENCE MARK NO. 2 IS 69 FEET EAST OF A CORNER POST, 60 FEET
 DM1384'NORTH NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WHITE HOUSE
 DM1384'AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES
 DM1384'AND THE DISK IS STAMPED SULPHUR NO 2 1950.
 DM1384'
 DM1384'AZIMUTH MARK IS 61 FEET WEST OF THE CENTERLINE OF STATE ROUTE
 DM1384'24, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 DM1384'POWERLINE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 DM1384'STAMPED SULPHUR 1950.
 DM1384'
 DM1384'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 DM1384'PARIS, GO SOUTHERLY ON STATE ROUTE 24 FOR 11.5 MILES TO THE
 DM1384'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON STATE
 DM1384'ROUTE 24 FOR 0.25 MILE TO STATION MARK ON LEFT AS DESCRIBED.
 DM1384'
 DM1384'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DM1384
 DM1384                          STATION RECOVERY (1957)
 DM1384
 DM1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1384'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 DM1384'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1384'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1384
 DM1384                          STATION RECOVERY (1962)
 DM1384
 DM1384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM1384'RECOVERED AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 DM1384
 DM1384                          STATION RECOVERY (1964)
 DM1384
 DM1384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1384'STATION AND R.M.S WERE NOT RECOVERED.  EVIDENCE OF CONCRETE POST
 DM1384'FOUND NEAR WHERE R.M. 2 WAS SEARCHED FOR.
 DM1384
 DM1384                          STATION RECOVERY (1995)
 DM1384
 DM1384'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0742 ***********************************************************************
 DQ0742  DESIGNATION -  SULPHUR
 DQ0742  PID         -  DQ0742
 DQ0742  STATE/COUNTY-  TX/COCHRAN
 DQ0742  USGS QUAD   -  SCHOOLER RANCH (1971)
 DQ0742
 DQ0742                         *CURRENT SURVEY CONTROL
 DQ0742  ___________________________________________________________________
 DQ0742* NAD 83(1993)-  33 26 05.50767(N)    102 48 19.74016(W)     ADJUSTED  
 DQ0742* NAVD 88     -      1157.8    (meters)    3799.     (feet)  VERTCON   
 DQ0742  ___________________________________________________________________
 DQ0742  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DQ0742  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 DQ0742
 DQ0742  HORZ ORDER  -  FIRST
 DQ0742
 DQ0742.The horizontal coordinates were established by classical geodetic methods
 DQ0742.and adjusted by the National Geodetic Survey in February 1996..
 DQ0742
 DQ0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0742
 DQ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0742
 DQ0742.The geoid height was determined by GEOID03.
 DQ0742
 DQ0742;                    North         East     Units Scale Factor Converg.
 DQ0742;SPC TXNC     - 2,204,279.440   199,778.285   MT  0.99989492   -2 20 53.5
 DQ0742;SPC TXNC     - 7,231,873.46    655,439.26   sFT  0.99989492   -2 20 53.5
 DQ0742;UTM  13      - 3,701,650.938   704,010.783   MT  1.00011315   +1 12 34.5
 DQ0742
 DQ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0742!SPC TXNC     -   0.99982182  x   0.99989492  =   0.99971676
 DQ0742!UTM  13      -   0.99982182  x   1.00011315  =   0.99993495
 DQ0742
 DQ0742:                Primary Azimuth Mark                     Grid Az
 DQ0742:SPC TXNC     -  SULPHUR AZ MK                            091 18 31.8
 DQ0742:UTM  13      -  SULPHUR AZ MK                            087 45 03.8
 DQ0742
 DQ0742|---------------------------------------------------------------------|
 DQ0742| PID    Reference Object                     Distance      Geod. Az  |
 DQ0742|                                                           dddmmss.s |
 DQ0742| CJ8570 SULPHUR AZ MK                                      0885738.3 |
 DQ0742| CJ8572 SULPHUR RM 1                         35.701 METERS 15028     |
 DQ0742| CJ8574 SULPHUR RM 3                         20.302 METERS 15140     |
 DQ0742| CJ8573 SULPHUR RM 2                         50.380 METERS 24026     |
 DQ0742| CJ8571 SULPHUR AZ MK 2                                    3572841.5 |
 DQ0742|---------------------------------------------------------------------|
 DQ0742
 DQ0742                          SUPERSEDED SURVEY CONTROL
 DQ0742
 DQ0742  NAD 83(1993)-  33 26 05.51125(N)    102 48 19.73861(W) AD(       ) 1
 DQ0742  NAD 83(1986)-  33 26 05.51321(N)    102 48 19.73656(W) AD(       ) 1
 DQ0742  NAD 27      -  33 26 05.14900(N)    102 48 17.98500(W) AD(       ) 1
 DQ0742  NGVD 29 (07/19/86) 1157.4    (m)         3797.     (f) VERT ANG       
 DQ0742
 DQ0742.Superseded values are not recommended for survey control.
 DQ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0742.See file dsdata.txt to determine how the superseded data were derived.
 DQ0742
 DQ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT0401101651(NAD 83)
 DQ0742_MARKER: DS = TRIANGULATION STATION DISK
 DQ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0742
 DQ0742  HISTORY     - Date     Condition        Report By
 DQ0742  HISTORY     - 1935     MONUMENTED       CGS
 DQ0742  HISTORY     - 1938     GOOD             TXHD
 DQ0742  HISTORY     - 1952     GOOD             GULF
 DQ0742  HISTORY     - 1970     GOOD             USGS
 DQ0742  HISTORY     - 1971     GOOD             NGS
 DQ0742
 DQ0742                          STATION DESCRIPTION
 DQ0742
 DQ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0742'STATION SULPHUR IS ABOUT 15 MILES SOUTHWEST OF WHITEFACE AND
 DQ0742'IS ON A SANDY HILLTOP BETWEEN SULPHUR AND SOUTH SULPHUR DRAWS.
 DQ0742'IT IS ABOUT 0.3 MILE WEST OF A WINDMILL AND A SURFACE TANK.
 DQ0742'THERE IS A TRAIL CROSSING THE HILL ABOUT 100 YARDS NORTH OF THE
 DQ0742'STATION.  THE MARK PROJECTS 3 INCHES.
 DQ0742'
 DQ0742'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  THE MARK
 DQ0742'PROJECTS 9 INCHES.
 DQ0742'
 DQ0742'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  THE MARK
 DQ0742'PROJECTS 4 INCHES.
 DQ0742'
 DQ0742'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION.  IT
 DQ0742'IS 1-1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FEED
 DQ0742'CORRAL THAT IS SOUTHWEST OF THE WINDMILL.  THE MARK PROJECTS
 DQ0742'7 INCHES.
 DQ0742'
 DQ0742'THE STATION IS REACHED FROM WHITEFACE BY GOING SOUTH ON THE
 DQ0742'MAIN ROAD 7.8 MILES.  TURN WEST AND GO 2.6 MILES.  TURN SOUTH
 DQ0742'AND GO 1.5 MILES, TURN WEST AND GO 2.6 MILES.  PASS THROUGH
 DQ0742'A WIRE GATE AND TAKE THE TRAIL SOUTHWEST 1.6 MILES TO THE
 DQ0742'GOURDVINE RANCH.  PASS ALONG THE SOUTH SIDE OF THE RANCH HOUSE
 DQ0742'AND GO WEST-SOUTHWESTERLY ON THE TRAIL 2.8 MILES.  PASS ALONG
 DQ0742'THE NORTH SIDE OF THE WINDMILL AND CONTINUE WESTERLY 1.0 MILE,
 DQ0742'PASS THROUGH THE FENCE AND CONTINUE WESTERLY 1.5 MILES TO A
 DQ0742'WINDMILL AND A SURFACE TANK.  CONTINUE WESTERLY ON THE TRAIL 0.3
 DQ0742'MILE TO THE TOP OF THE HILL.  TURN OFF THE TRAIL AND GO
 DQ0742'SOUTH ABOUT 100 YARDS TO THE STATION.
 DQ0742'
 DQ0742'A TWENTY FOOT TOWER WAS ERECTED.
 DQ0742'
 DQ0742'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0742'BRONZE DISKS SET IN CONCRETE.
 DQ0742
 DQ0742                          STATION RECOVERY (1938)
 DQ0742
 DQ0742'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0742'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING THE STATION IS
 DQ0742'SATISFACTORY.  THE STATION AND REFERENCE MARKS WERE FOUND IN
 DQ0742'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 DQ0742
 DQ0742                          STATION RECOVERY (1952)
 DQ0742
 DQ0742'RECOVERY NOTE BY GULF REFINING COMPANY 1952 (GED)
 DQ0742'THE AZIMUTH MARK WAS FOUND OVERTURNED COMPLETELY OUT OF THE
 DQ0742'GROUND.  EVIDENTLY HAD BEEN GRADED BY A BULLDOZER.
 DQ0742
 DQ0742                          STATION RECOVERY (1970)
 DQ0742
 DQ0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DQ0742'TO REACH.  FROM THE COCHRAN CO. COURTHOUSE IN MORTON, PROCEED
 DQ0742'S. ALONG HWY 214, 18.0 MI. TO JCT WITH FM 3024.  CONTINUE S.
 DQ0742'3.0 MI TO A T-RD E.  TURN E. FOR 0.85 MI. TO A T-DRIVE SE,
 DQ0742'LEADING TO A HOUSE ON THE HILLTOP.  PASS THROUGH THE CATTLEGUARD
 DQ0742'AND PROCEED 0.65 MI. TO THE HOUSE.  THE STATION IS 0.1 MI. S
 DQ0742'BEYOND THE HOUSE.  NOTE--R.M. 1 HAS BEEN DESTROYED BY WIND
 DQ0742'EROSION.  THE AZIMUTH MARK IS PREVIOUSLY REPORTED DESTROYED.
 DQ0742'
 DQ0742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MORTON,
 DQ0742'20 MILES S.
 DQ0742
 DQ0742                          STATION RECOVERY (1971)
 DQ0742
 DQ0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DQ0742'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 DQ0742'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND LYING ON TOP OF THE
 DQ0742'GROUND WITH THE DISK INTACT.  THE AZIMUTH MARK WAS FOUND
 DQ0742'DESTROYED, THE MONUMENT WAS LYING ON TOP OF THE GROUND WITH THE
 DQ0742'DISK REMOVED.  REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK
 DQ0742'WERE SET.
 DQ0742'
 DQ0742'A NEW DESCRIPTION FOLLOWS--
 DQ0742'
 DQ0742'THE STATION IS LOCATED ABOUT 18 MILES NORTH OF PLAINS, 3
 DQ0742'MILES NORTH OF THE COCHRAN-YOAKUM COUNTY LINE, 1 MILE EAST OF
 DQ0742'STATE HIGHWAY 214, ON A SANDY HILL BETWEEN SULPHUR AND SOUTH
 DQ0742'SULPHUR DRAWS, AND 562 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 DQ0742'CORNER OF A NEW HOME BUILT BY THE PROPERTY OWNER MR. J.L.
 DQ0742'SCHOOLER.
 DQ0742'
 DQ0742'THE STATION MARK IS A STANDARD DISK STAMPED SULPHUR 1935, SET
 DQ0742'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 14-INCHES.
 DQ0742'
 DQ0742'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SULPHUR NO 2
 DQ0742'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 DQ0742'IT IS ON THE SOUTHWEST SLOPE OF THE HILL, ABOUT 7 FEET LOWER THEN
 DQ0742'THE STATION.
 DQ0742'
 DQ0742'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED SULPHUR
 DQ0742'1935 NO 3 1971 SET IN A SQUARE CONCRETE MONUMENT WHICH
 DQ0742'PROJECTS 8-INCHES.  IT IS ABOUT 3 FEET LOWER THEN THE STATION.
 DQ0742'
 DQ0742'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SULPHUR 1935 1971,
 DQ0742'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS
 DQ0742'36 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 20 FEET EAST OF THE
 DQ0742'CENTER OF DRIVEWAY TO MR. SCHOOLERS HOUSE, 2 FEET SOUTHWEST OF A
 DQ0742'FENCE CORNER, AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
 DQ0742'
 DQ0742'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 DQ0742'82 AND 380, AND STATE HIGHWAY 214 AT THE EAST EDGE OF PLAINS,
 DQ0742'GO NORTH ON HIGHWAY 214 FOR 18.5 MILES TO A SIDE ROAD RIGHT,
 DQ0742'TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.9 MILE TO A DRIVEWAY
 DQ0742'ON THE RIGHT JUST BEFORE REACHING A SET OF MR. SCHOOLERS FARM
 DQ0742'BUILDINGS, TURN RIGHT INTO THE DRIVEWAY AND GO SOUTH FOR 0.65
 DQ0742'MILE TO MR. SCHOOLERS HOME, PASSING AROUND TO THE WEST AND SOUTH
 DQ0742'OF THE HOUSE AND FOLLOWING A TRAIL SOUTH ACROSS PASTURE FOR
 DQ0742'0.1 MILE TO THE STATION.
 DQ0742'
 DQ0742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 DQ0742'SW OF WHITEFACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1157 ***********************************************************************
 CU1157  DESIGNATION -  SULPHUR
 CU1157  PID         -  CU1157
 CU1157  STATE/COUNTY-  TX/DAWSON
 CU1157  USGS QUAD   -  SPARENBERG (1970)
 CU1157
 CU1157                         *CURRENT SURVEY CONTROL
 CU1157  ___________________________________________________________________
 CU1157* NAD 83(1993)-  32 34 39.70723(N)    101 47 02.77490(W)     ADJUSTED  
 CU1157* NAVD 88     -       856.     (meters)    2808.     (feet)  SCALED    
 CU1157  ___________________________________________________________________
 CU1157  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 CU1157  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CU1157
 CU1157  HORZ ORDER  -  SECOND
 CU1157
 CU1157.The horizontal coordinates were established by classical geodetic methods
 CU1157.and adjusted by the National Geodetic Survey in February 1996..
 CU1157
 CU1157.The orthometric height was scaled from a topographic map.
 CU1157
 CU1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1157
 CU1157.The geoid height was determined by GEOID03.
 CU1157
 CU1157;                    North         East     Units Scale Factor Converg.
 CU1157;SPC TXNC     - 2,105,843.569   291,715.189   MT  0.99990661   -1 47 28.1
 CU1157;SPC TXNC     - 6,908,921.78    957,068.92   sFT  0.99990661   -1 47 28.1
 CU1157;UTM  14      - 3,607,892.591   238,645.133   MT  1.00044238   -1 29 59.8
 CU1157
 CU1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1157!SPC TXNC     -   0.99986943  x   0.99990661  =   0.99977605
 CU1157!UTM  14      -   0.99986943  x   1.00044238  =   1.00031175
 CU1157
 CU1157|---------------------------------------------------------------------|
 CU1157| PID    Reference Object                     Distance      Geod. Az  |
 CU1157|                                                           dddmmss.s |
 CU1157| CI0574 SULPHUR RM 1                         20.417 METERS 02414     |
 CU1157| CI0573 SULPHUR AZ MK                                      0662331.1 |
 CU1157| CI0575 SULPHUR RM 2                         17.032 METERS 11706     |
 CU1157| CU1145 ACKERLY ATT MICROWAVE               APPROX.11.8 KM 1280153.9 |
 CU1157| CU1147 ACKERLY MUN TANK                    APPROX. 8.6 KM 1312808.3 |
 CU1157| CU1152 LAMESA FAA MICROWAVE                APPROX. 8.7 KM 3223633.7 |
 CU1157|---------------------------------------------------------------------|
 CU1157
 CU1157                          SUPERSEDED SURVEY CONTROL
 CU1157
 CU1157  NAD 83(1986)-  32 34 39.71424(N)    101 47 02.76798(W) AD(       ) 2
 CU1157  NAD 27      -  32 34 39.32384(N)    101 47 01.27078(W) AD(       ) 2
 CU1157
 CU1157.Superseded values are not recommended for survey control.
 CU1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1157.See file dsdata.txt to determine how the superseded data were derived.
 CU1157
 CU1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3864507893(NAD 83)
 CU1157_MARKER: DS = TRIANGULATION STATION DISK
 CU1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1157
 CU1157  HISTORY     - Date     Condition        Report By
 CU1157  HISTORY     - 1968     MONUMENTED       CGS
 CU1157
 CU1157                          STATION DESCRIPTION
 CU1157
 CU1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1157'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF LAMESA,
 CU1157'5-1/4 MILES NORTHWEST OF ACKERLY, AND 0.7 MILE SOUTHWEST OF
 CU1157'U.S. HIGHWAY 87 ON PROPERTY OWNED BY MRS. O.H. MORRIS, WHO
 CU1157'LIVES ABOUT 0.3 MILE NORTHWEST OF THE STATION.
 CU1157'
 CU1157'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND
 CU1157'87, ABOUT 2 MILES SOUTHEAST OF LAMESA, GO SOUTHEAST ON
 CU1157'U.S. HIGHWAY 87 FOR 4.1 MILES TO FARM ROAD 26 ON THE
 CU1157'RIGHT.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR 7.1 MILES TO A
 CU1157'GRADED DIRT CROSSROAD.  (CONTINUE SOUTHEAST ON THE HIGHWAY
 CU1157'FOR 0.1 MILE TO A ROADSIDE PICNIC TABLE AND THE AZIMUTH
 CU1157'MARK.) TURN RIGHT, WEST, ON THE BLADED DIRT ROAD FOR
 CU1157'0.75 MILE TO A HOUSE ON THE LEFT.  TURN LEFT, ALONG THE
 CU1157'LEFT SIDE OF THE HOUSE, AND FOLLOW A TRACK ROAD SOUTHEAST
 CU1157'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CU1157'
 CU1157'THE STATION MARK IS A STANDARD DISK, STAMPED SULPHUR 1968,
 CU1157'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 CU1157'FLUSH WITH THE GROUND.  IT IS 110 FEET NORTH OF THE CENTER
 CU1157'OF THE TRACK ROAD, 102 FEET SOUTH OF THE SOUTH END OF A FIELD
 CU1157'AND 43 FEET WEST OF A FENCE.
 CU1157'
 CU1157'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SULPHUR NO 1
 CU1157'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 CU1157'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 50 FEET
 CU1157'SOUTH OF THE SOUTH END OF THE FIELD AND 1.5 FEET WEST
 CU1157'OF THE FENCE.
 CU1157'
 CU1157'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SULPHUR NO 2
 CU1157'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 CU1157'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 127 FEET
 CU1157'NORTH OF THE CENTER OF THE TRACK ROAD AND 1.5 FEET WEST OF
 CU1157'THE FENCE.
 CU1157'
 CU1157'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SULPHUR 1968,
 CU1157'CEMENTED IN A DRILL HOLE IN THE WEST CORNER OF A 6-FOOT SQUARE
 CU1157'CONCRETE PAD.  IT IS 59 FEET SOUTHWEST OF THE CENTER OF THE
 CU1157'SOUTHEAST BOUND LANE OF U.S. HIGHWAY 87, 26 FEET SOUTH OF THE
 CU1157'CENTER OF A CONCRETE PICNIC TABLE AND 3.4 FEET NORTH OF A 4 BY 4
 CU1157'INCH WOODEN SIGN POST.
 CU1157'
 CU1157'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1392 ***********************************************************************
 DM1392  DESIGNATION -  SULPHUR SPRINGS HOP CTHSE TWR
 DM1392  PID         -  DM1392
 DM1392  STATE/COUNTY-  TX/HOPKINS
 DM1392  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM1392
 DM1392                         *CURRENT SURVEY CONTROL
 DM1392  ___________________________________________________________________
 DM1392* NAD 83(1993)-  33 08 18.40461(N)    095 36 02.30177(W)     ADJUSTED  
 DM1392* NAVD 88     -                                                        
 DM1392  ___________________________________________________________________
 DM1392  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DM1392  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DM1392
 DM1392  HORZ ORDER  -  THIRD
 DM1392
 DM1392.The horizontal coordinates were established by classical geodetic methods
 DM1392.and adjusted by the National Geodetic Survey in February 1996..
 DM1392
 DM1392
 DM1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1392
 DM1392.The geoid height was determined by GEOID03.
 DM1392
 DM1392;                    North         East     Units Scale Factor Converg.
 DM1392;SPC TXNC     - 2,166,937.820   870,462.119   MT  0.99987377   +1 34 52.7
 DM1392;SPC TXNC     - 7,109,361.83  2,855,841.14   sFT  0.99987377   +1 34 52.7
 DM1392;UTM  15      - 3,669,646.215   257,405.462   MT  1.00032568   -1 25 20.5
 DM1392
 DM1392                          SUPERSEDED SURVEY CONTROL
 DM1392
 DM1392  NAD 83(1993)-  33 08 18.40755(N)    095 36 02.29855(W) AD(       ) 4
 DM1392  NAD 83(1986)-  33 08 18.41070(N)    095 36 02.28943(W) AD(       ) 4
 DM1392  NAD 27      -  33 08 17.99800(N)    095 36 01.45000(W) AD(       ) 3
 DM1392
 DM1392.Superseded values are not recommended for survey control.
 DM1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1392.See file dsdata.txt to determine how the superseded data were derived.
 DM1392
 DM1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5740569646(NAD 83)
 DM1392_MARKER: 55 = TOWER
 DM1392
 DM1392  HISTORY     - Date     Condition        Report By
 DM1392  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1392  HISTORY     - 1954     GOOD             CGS
 DM1392  HISTORY     - 1957     GOOD             CGS
 DM1392  HISTORY     - 19950622 GOOD             USPSQD
 DM1392
 DM1392                          STATION DESCRIPTION
 DM1392
 DM1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1392'THIS INTERSECTION STATION IS THE TOWER ON THE GRANITE AND
 DM1392'RED SANDSTONE HOPKINS COUNTY COURTHOUSE, IN THE TOWN OF
 DM1392'SULPHUR SPRINGS, TEXAS.  THE TOWER IS ABOUT 40 FEET S OF THE
 DM1392'CENTER LINE OF JEFFERSON STREET, AND ABOUT 60 FEET E OF THE
 DM1392'CENTER LINE OF CHURCH STREET.  BENCH MARK N 276-1934 IS IN
 DM1392'THE CORNER OF THE BUILDING.  THE TOWER WAS ERECTED IN 1894
 DM1392'AND IS QUITE PROMINENT.
 DM1392'
 DM1392'THE COURTHOUSE IS ABOUT 80 FEET HIGH.  THE TOWER IS A STONE
 DM1392'STRUCTURE WITH ARCHED OPENINGS ON EACH SIDE AND ROUND, RED-CAPPED
 DM1392'BUTTRESSES AT EACH CORNER.  THERE IS A SLOPING RED-TILED
 DM1392'ROOF OVER EACH OF THE OPENINGS.  ABOVE EACH ROOF THERE ARE
 DM1392'3 SMALL ARCHED WINDOWS.  THE TOWER IS ABOUT 30 FEET HIGH.
 DM1392'THE SPIRE-LIKE FOUR-SIDED RED-TILED ROOF IS ABOUT 20 FEET
 DM1392'HIGH AND HAS A GREY FINIAL AT ITS APEX.  THE TOTAL HEIGHT
 DM1392'IS ABOUT 130 FEET.
 DM1392
 DM1392                          STATION RECOVERY (1954)
 DM1392
 DM1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 DM1392'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 DM1392
 DM1392                          STATION RECOVERY (1957)
 DM1392
 DM1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1392'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1392'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1392
 DM1392                          STATION RECOVERY (1995)
 DM1392
 DM1392'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1393 ***********************************************************************
 DM1393  DESIGNATION -  SULPHUR SPRINGS MUNICIPAL TK
 DM1393  PID         -  DM1393
 DM1393  STATE/COUNTY-  TX/HOPKINS
 DM1393  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM1393
 DM1393                         *CURRENT SURVEY CONTROL
 DM1393  ___________________________________________________________________
 DM1393* NAD 83(1993)-  33 08 14.16881(N)    095 36 12.91335(W)     ADJUSTED  
 DM1393* NAVD 88     -                                                        
 DM1393  ___________________________________________________________________
 DM1393  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DM1393  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DM1393
 DM1393  HORZ ORDER  -  THIRD
 DM1393
 DM1393.The horizontal coordinates were established by classical geodetic methods
 DM1393.and adjusted by the National Geodetic Survey in February 1996..
 DM1393
 DM1393
 DM1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1393
 DM1393.The geoid height was determined by GEOID03.
 DM1393
 DM1393;                    North         East     Units Scale Factor Converg.
 DM1393;SPC TXNC     - 2,166,799.807   870,190.818   MT  0.99987373   +1 34 46.9
 DM1393;SPC TXNC     - 7,108,909.03  2,854,951.04   sFT  0.99987373   +1 34 46.9
 DM1393;UTM  15      - 3,669,522.551   257,127.175   MT  1.00032735   -1 25 26.2
 DM1393
 DM1393                          SUPERSEDED SURVEY CONTROL
 DM1393
 DM1393  NAD 83(1993)-  33 08 14.17178(N)    095 36 12.91002(W) AD(       ) 4
 DM1393  NAD 83(1986)-  33 08 14.17491(N)    095 36 12.90082(W) AD(       ) 4
 DM1393  NAD 27      -  33 08 13.76300(N)    095 36 12.06600(W) AD(       ) 3
 DM1393
 DM1393.Superseded values are not recommended for survey control.
 DM1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1393.See file dsdata.txt to determine how the superseded data were derived.
 DM1393
 DM1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5712769523(NAD 83)
 DM1393_MARKER: 53 = ELEVATED TANK
 DM1393
 DM1393  HISTORY     - Date     Condition        Report By
 DM1393  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1393  HISTORY     - 1954     GOOD             CGS
 DM1393  HISTORY     - 1957     GOOD             CGS
 DM1393  HISTORY     - 1957     GOOD             CGS
 DM1393  HISTORY     - 19950622 GOOD             USPSQD
 DM1393
 DM1393                          STATION DESCRIPTION
 DM1393
 DM1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1393'THIS INTERSECTION STATION IS THE MUNICIPAL TANK IN THE TOWN
 DM1393'OF SULPHUR SPRINGS, TEXAS.  IT IS LOCATED IN THE CENTER OF THE
 DM1393'TOWN, ABOUT 50 FEET N OF THE CENTER LINE OF TOMLIN AVENUE,
 DM1393'ABOUT 50 FEET S OF THE CENTER LINE OF MAIN STREET, AND ABOUT
 DM1393'140 FEET E OF THE INTERSECTION OF MAIN STREET AND TOMLIN
 DM1393'AVENUE.  THE TANK WAS ERECTED IN 1916 AND IS VERY PROMINENT.
 DM1393'
 DM1393'THE TANK HAS SIX TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 DM1393'OVAL SECTION EXTENDS DOWNWARD ABOUT 6 FEET.  BOTH THE LEGS
 DM1393'AND OVAL SECTION ARE BLACK IN COLOR.  THE SILVER VERTICAL
 DM1393'SECTION IS ABOUT 20 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 DM1393'ITS BASE, AND THE WORDS SULPHUR SPRINGS PAINTED IN BLACK
 DM1393'SCRIPT ON THE E AND W SIDES.  THE FLAT CONICAL TOP HAS A
 DM1393'BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 145 FEET.
 DM1393
 DM1393                          STATION RECOVERY (1954)
 DM1393
 DM1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 DM1393'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 DM1393
 DM1393                          STATION RECOVERY (1957)
 DM1393
 DM1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1393'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1393'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1393
 DM1393                          STATION RECOVERY (1957)
 DM1393
 DM1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1393'THE STATION IS LOCATED NEAR THE CENTER OF SULPHUR SPRINGS AND
 DM1393'IS 1 BLOCK WEST OF THE CITY HALL.  THE TANK HAS A CONICAL
 DM1393'SHAPED ROOF WITH A BALL AT THE APEX AND IS SILVER IN COLOR.
 DM1393'IT IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT
 DM1393'IS 135 FEET.
 DM1393'
 DM1393'THE BALL AT THE APEX OF THE ROOF WAS INTERSECTED.
 DM1393
 DM1393                          STATION RECOVERY (1995)
 DM1393
 DM1393'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1399 ***********************************************************************
 DM1399  DESIGNATION -  SULPHUR SPRINGS RAD KSSR MAST
 DM1399  PID         -  DM1399
 DM1399  STATE/COUNTY-  TX/HOPKINS
 DM1399  USGS QUAD   -  SULPHUR SPRINGS SE (1964)
 DM1399
 DM1399                         *CURRENT SURVEY CONTROL
 DM1399  ___________________________________________________________________
 DM1399* NAD 83(1993)-  33 07 23.09104(N)    095 35 19.02990(W)     ADJUSTED  
 DM1399* NAVD 88     -                                                        
 DM1399  ___________________________________________________________________
 DM1399  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DM1399  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DM1399
 DM1399  HORZ ORDER  -  THIRD
 DM1399
 DM1399.The horizontal coordinates were established by classical geodetic methods
 DM1399.and adjusted by the National Geodetic Survey in February 1996..
 DM1399
 DM1399
 DM1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1399
 DM1399.The geoid height was determined by GEOID03.
 DM1399
 DM1399;                    North         East     Units Scale Factor Converg.
 DM1399;SPC TXNC     - 2,165,265.630   871,630.308   MT  0.99987340   +1 35 16.3
 DM1399;SPC TXNC     - 7,103,875.65  2,859,673.77   sFT  0.99987340   +1 35 16.3
 DM1399;UTM  15      - 3,667,914.337   258,484.917   MT  1.00031924   -1 24 54.8
 DM1399
 DM1399                          SUPERSEDED SURVEY CONTROL
 DM1399
 DM1399  NAD 83(1993)-  33 07 23.09428(N)    095 35 19.02627(W) AD(       ) 4
 DM1399  NAD 83(1986)-  33 07 23.09724(N)    095 35 19.01731(W) AD(       ) 4
 DM1399  NAD 27      -  33 07 22.68400(N)    095 35 18.18100(W) AD(       ) 3
 DM1399
 DM1399.Superseded values are not recommended for survey control.
 DM1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1399.See file dsdata.txt to determine how the superseded data were derived.
 DM1399
 DM1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5848567914(NAD 83)
 DM1399_MARKER: 42 = RADIO/TV MAST
 DM1399
 DM1399  HISTORY     - Date     Condition        Report By
 DM1399  HISTORY     - 1957     FIRST OBSERVED   CGS
 DM1399  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM1399
 DM1399                          STATION DESCRIPTION
 DM1399
 DM1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1399'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF SULPHUR
 DM1399'SPRINGS.  IT IS 75 YARDS EAST OF THE INTERSECTION OF RADIO
 DM1399'ROAD AND ELM STREET.  IT IS A STEEL MAST SET IN A CEMENT
 DM1399'BASE AND PAINTED ALTERNATELY RED AND WHITE.  THE OVERALL
 DM1399'HEIGHT IS 150 FEET.
 DM1399'
 DM1399'THE RED LIGHT AT THE APEX OF THE MAST WAS THE POINT INTERSECTED.
 DM1399
 DM1399                          STATION RECOVERY (1995)
 DM1399
 DM1399'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0504 ***********************************************************************
 DM0504  DESIGNATION -  SULPHUR SPRINGS RM 1
 DM0504  PID         -  DM0504
 DM0504  STATE/COUNTY-  TX/HOPKINS
 DM0504  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM0504
 DM0504                         *CURRENT SURVEY CONTROL
 DM0504  ___________________________________________________________________
 DM0504* NAD 83(1986)-  33 08 20.     (N)    095 36 47.     (W)     SCALED    
 DM0504* NAVD 88     -       158.650  (meters)     520.50   (feet)  ADJUSTED  
 DM0504  ___________________________________________________________________
 DM0504  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DM0504  DYNAMIC HT  -         158.476 (meters)     519.93  (feet)  COMP
 DM0504  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 DM0504
 DM0504  VERT ORDER  -  SECOND    CLASS 0
 DM0504
 DM0504.The horizontal coordinates were scaled from a topographic map and have
 DM0504.an estimated accuracy of +/- 6 seconds.
 DM0504
 DM0504.The orthometric height was determined by differential leveling
 DM0504.and adjusted by the National Geodetic Survey in June 1991..
 DM0504
 DM0504.The geoid height was determined by GEOID03.
 DM0504
 DM0504.The dynamic height is computed by dividing the NAVD 88
 DM0504.geopotential number by the normal gravity value computed on the
 DM0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0504.degrees latitude (g = 980.6199 gals.).
 DM0504
 DM0504.The modeled gravity was interpolated from observed gravity values.
 DM0504
 DM0504;                    North         East    Units  Estimated Accuracy
 DM0504;SPC TXNC     - 2,166,960.      869,300.      MT  (+/- 180 meters Scaled)
 DM0504
 DM0504                          SUPERSEDED SURVEY CONTROL
 DM0504
 DM0504  NGVD 29 (??/??/92)  158.648  (m)          520.50   (f) ADJ UNCH    2 0
 DM0504
 DM0504.Superseded values are not recommended for survey control.
 DM0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0504.See file dsdata.txt to determine how the superseded data were derived.
 DM0504
 DM0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS562697(NAD 83)
 DM0504_MARKER: DB = BENCH MARK DISK
 DM0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0504_STAMPING: SULPHUR SPRINGS NO 1 1935
 DM0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0504+STABILITY: SURFACE MOTION
 DM0504
 DM0504  HISTORY     - Date     Condition        Report By
 DM0504  HISTORY     - 1935     MONUMENTED       CGS
 DM0504  HISTORY     - 1945     GOOD             NGS
 DM0504  HISTORY     - 19950622 GOOD             USPSQD
 DM0504
 DM0504                          STATION DESCRIPTION
 DM0504
 DM0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DM0504'IN SULPHUR SPRINGS.
 DM0504'AT WEST EDGE OF SULPHUR SPRINGS, 430.0 FEET NORTH OF THE CENTER LINE
 DM0504'OF CONNALLY STREET, 21.0 FEET EAST OF THE CENTER LINE OF LEAGUE STREET
 DM0504'AND 1.0 FOOT NORTH OF A FENCE.  A BRONZE TRIANGULATION REFERENCE DISK
 DM0504'STAMPED SULPHUR SPRINGS NO 1 1935 SET IN THE TOP OF A CONCRETE POST
 DM0504'WHICH PROJECTS 3 INCHES ABOVE GROUND.
 DM0504
 DM0504                          STATION RECOVERY (1995)
 DM0504
 DM0504'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0505 ***********************************************************************
 DM0505  DESIGNATION -  SULPHUR SPRINGS RM 2
 DM0505  PID         -  DM0505
 DM0505  STATE/COUNTY-  TX/HOPKINS
 DM0505  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM0505
 DM0505                         *CURRENT SURVEY CONTROL
 DM0505  ___________________________________________________________________
 DM0505* NAD 83(1986)-  33 08 20.     (N)    095 36 47.     (W)     SCALED    
 DM0505* NAVD 88     -       159.162  (meters)     522.18   (feet)  ADJUSTED  
 DM0505  ___________________________________________________________________
 DM0505  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DM0505  DYNAMIC HT  -         158.987 (meters)     521.61  (feet)  COMP
 DM0505  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 DM0505
 DM0505  VERT ORDER  -  SECOND    CLASS 0
 DM0505
 DM0505.The horizontal coordinates were scaled from a topographic map and have
 DM0505.an estimated accuracy of +/- 6 seconds.
 DM0505
 DM0505.The orthometric height was determined by differential leveling
 DM0505.and adjusted by the National Geodetic Survey in June 1991..
 DM0505
 DM0505.The geoid height was determined by GEOID03.
 DM0505
 DM0505.The dynamic height is computed by dividing the NAVD 88
 DM0505.geopotential number by the normal gravity value computed on the
 DM0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0505.degrees latitude (g = 980.6199 gals.).
 DM0505
 DM0505.The modeled gravity was interpolated from observed gravity values.
 DM0505
 DM0505;                    North         East    Units  Estimated Accuracy
 DM0505;SPC TXNC     - 2,166,960.      869,300.      MT  (+/- 180 meters Scaled)
 DM0505
 DM0505                          SUPERSEDED SURVEY CONTROL
 DM0505
 DM0505  NGVD 29 (??/??/92)  159.160  (m)          522.18   (f) ADJ UNCH    2 0
 DM0505
 DM0505.Superseded values are not recommended for survey control.
 DM0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0505.See file dsdata.txt to determine how the superseded data were derived.
 DM0505
 DM0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS562697(NAD 83)
 DM0505_MARKER: DB = BENCH MARK DISK
 DM0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0505_STAMPING: SULPHUR SPRINGS NO 2 1935
 DM0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0505+STABILITY: SURFACE MOTION
 DM0505
 DM0505  HISTORY     - Date     Condition        Report By
 DM0505  HISTORY     - 1935     MONUMENTED       CGS
 DM0505  HISTORY     - 1945     GOOD             NGS
 DM0505  HISTORY     - 19950622 GOOD             USPSQD
 DM0505
 DM0505                          STATION DESCRIPTION
 DM0505
 DM0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DM0505'IN SULPHUR SPRINGS.
 DM0505'AT WEST EDGE OF SULPHUR SPRINGS, 265.0 FEET NORTH OF THE CENTER LINE
 DM0505'OF CONNALLY STREET, 21.0 FEET EAST OF THE CENTER LINE OF LEAGUE
 DM0505'STREET, 4.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN AND 1.0
 DM0505'FOOT WEST OF A FENCE.  A BRONZE TRIANGULATION REFERENCE DISK STAMPED
 DM0505'SULPHUR SPRINGS R M NO 2 1935 SET IN THE TOP OF A CONCRETE POST WHICH
 DM0505'IS FLUSH WITH GROUND.
 DM0505
 DM0505                          STATION RECOVERY (1995)
 DM0505
 DM0505'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1394 ***********************************************************************
 DM1394  DESIGNATION -  SULPHUR SPRINGS SE MUN TANK
 DM1394  PID         -  DM1394
 DM1394  STATE/COUNTY-  TX/HOPKINS
 DM1394  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM1394
 DM1394                         *CURRENT SURVEY CONTROL
 DM1394  ___________________________________________________________________
 DM1394* NAD 83(1993)-  33 07 39.43402(N)    095 35 32.92966(W)     ADJUSTED  
 DM1394* NAVD 88     -                                                        
 DM1394  ___________________________________________________________________
 DM1394  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DM1394  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DM1394
 DM1394  HORZ ORDER  -  THIRD
 DM1394
 DM1394.The horizontal coordinates were established by classical geodetic methods
 DM1394.and adjusted by the National Geodetic Survey in February 1996..
 DM1394
 DM1394
 DM1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1394
 DM1394.The geoid height was determined by GEOID03.
 DM1394
 DM1394;                    North         East     Units Scale Factor Converg.
 DM1394;SPC TXNC     - 2,165,758.881   871,256.236   MT  0.99987350   +1 35 08.7
 DM1394;SPC TXNC     - 7,105,493.93  2,858,446.50   sFT  0.99987350   +1 35 08.7
 DM1394;UTM  15      - 3,668,426.739   258,137.045   MT  1.00032131   -1 25 03.0
 DM1394
 DM1394                          SUPERSEDED SURVEY CONTROL
 DM1394
 DM1394  NAD 83(1993)-  33 07 39.43722(N)    095 35 32.92569(W) AD(       ) 4
 DM1394  NAD 83(1986)-  33 07 39.44030(N)    095 35 32.91684(W) AD(       ) 4
 DM1394  NAD 27      -  33 07 39.02800(N)    095 35 32.07700(W) AD(       ) 3
 DM1394
 DM1394.Superseded values are not recommended for survey control.
 DM1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1394.See file dsdata.txt to determine how the superseded data were derived.
 DM1394
 DM1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5813768427(NAD 83)
 DM1394_MARKER: 53 = ELEVATED TANK
 DM1394
 DM1394  HISTORY     - Date     Condition        Report By
 DM1394  HISTORY     - 1957     FIRST OBSERVED   CGS
 DM1394  HISTORY     - 19950622 GOOD             USPSQD
 DM1394
 DM1394                          STATION DESCRIPTION
 DM1394
 DM1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1394'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF SULPHUR
 DM1394'SPRINGS.  IT IS 90 FEET WEST OF CARTER AVENUE.  THE TANK IS
 DM1394'MUSHROOM IN SHAPE AND SILVER IN COLOR.  IT IS SUPPORTED BY
 DM1394'A 8 LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 123.6 FEET.
 DM1394'
 DM1394'THE TOP AND CENTER OF THE TANK WAS OBSERVED UPON.
 DM1394
 DM1394                          STATION RECOVERY (1995)
 DM1394
 DM1394'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0484 ***********************************************************************
 AI0484  DESIGNATION -  SULPHUR SPRINGS UNDERGROUND
 AI0484  PID         -  AI0484
 AI0484  STATE/COUNTY-  TX/HOPKINS
 AI0484  USGS QUAD   -  SULPHUR SPRGS (1964)
 AI0484
 AI0484                         *CURRENT SURVEY CONTROL
 AI0484  ___________________________________________________________________
 AI0484* NAD 83(1993)-  33 08 20.89386(N)    095 36 47.62412(W)     ADJUSTED  
 AI0484* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 AI0484  ___________________________________________________________________
 AI0484  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AI0484  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AI0484
 AI0484  HORZ ORDER  -  FIRST
 AI0484
 AI0484.The horizontal coordinates were established by classical geodetic methods
 AI0484.and adjusted by the National Geodetic Survey in February 1996..
 AI0484
 AI0484.The orthometric height was scaled from a topographic map.
 AI0484
 AI0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0484
 AI0484.The geoid height was determined by GEOID03.
 AI0484
 AI0484;                    North         East     Units Scale Factor Converg.
 AI0484;SPC TXNC     - 2,166,982.127   869,285.913   MT  0.99987378   +1 34 27.9
 AI0484;SPC TXNC     - 7,109,507.19  2,851,982.20   sFT  0.99987378   +1 34 27.9
 AI0484;UTM  15      - 3,669,752.143   256,232.660   MT  1.00033272   -1 25 45.4
 AI0484
 AI0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0484!SPC TXNC     -   0.99997915  x   0.99987378  =   0.99985293
 AI0484!UTM  15      -   0.99997915  x   1.00033272  =   1.00031186
 AI0484
 AI0484|---------------------------------------------------------------------|
 AI0484| PID    Reference Object                     Distance      Geod. Az  |
 AI0484|                                                           dddmmss.s |
 AI0484| DM0504 SULPHUR SPRINGS RM 1                 34.555 METERS 03242     |
 AI0484| DM1392 SULPHUR SPRINGS HOP CTHSE TWR       APPROX. 1.2 KM 0934354.2 |
 AI0484| DM1397 SULPHUR SPRINGS FIRST BAP CH        APPROX. 1.2 KM 0975521.0 |
 AI0484| DM1393 SULPHUR SPRINGS MUNICIPAL TK        APPROX. 0.9 KM 1025757.2 |
 AI0484| DM1378 COMO MUNICIPAL TANK                 APPROX.15.6 KM 1231114.0 |
 AI0484| DM0505 SULPHUR SPRINGS RM 2                 30.709 METERS 14437     |
 AI0484| CY2389 SULPHUR SPRINGS AZ MK                              1770514.2 |
 AI0484|---------------------------------------------------------------------|
 AI0484
 AI0484                          SUPERSEDED SURVEY CONTROL
 AI0484
 AI0484  NAD 83(1993)-  33 08 20.89678(N)    095 36 47.62115(W) AD(       ) 1
 AI0484  NAD 83(1986)-  33 08 20.89994(N)    095 36 47.61184(W) AD(       ) 1
 AI0484
 AI0484.Superseded values are not recommended for survey control.
 AI0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0484.See file dsdata.txt to determine how the superseded data were derived.
 AI0484
 AI0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5623369752(NAD 83)
 AI0484_MARKER: DS = TRIANGULATION STATION DISK
 AI0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AI0484_STAMPING: SULPHUR SPRINGS 1935
 AI0484_MARK LOGO: CGS   
 AI0484_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0484+STABILITY: SURFACE MOTION
 AI0484
 AI0484  HISTORY     - Date     Condition        Report By
 AI0484  HISTORY     - 1983     MONUMENTED       NGS
 AI0484
 AI0484                          STATION DESCRIPTION
 AI0484
 AI0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AI0484'STATION WAS RECOVERED IN GOOD CONDITION WITH THE EXCEPTION OF THE
 AI0484'AZIMUTH MARK.  THERE IS NO PLACE TO PUT AN AZIMUTH MARK.  THE STATION
 AI0484'IS LOCATED IN A CITY PARK ON THE WEST SIDE OF SULPHER SPRINGS ALONG
 AI0484'THE WEST SIDE OF STATE HIGHWAY 11.  THE STATION IS REACHED FROM THE
 AI0484'MAIN INTERSECTION IN SULPHER SPRINGS BY GOING WEST ON STATE HIGHWAY 11
 AI0484'FOR 0.96 KM (0.60 MI) TO THE CITY PARK ENTRANCE STRAIGHT AHEAD AND
 AI0484'WHERE THE HIGHWAY TURNS TO THE RIGHT.  TURN RIGHT AND GO NORTH FOR
 AI0484'100.58 METERS (329.99 FT) TO THE STATION ON THE LEFT.  STATION MARK,
 AI0484'STAMPED---SULPHUR SPRINGS 1935---, IS A STANDARD DISK SET IN THE TOP
 AI0484'OF A ROUND CONCRETE MONUMENT 40.64 CM BELOW THE SURFACE OF THE GROUND.
 AI0484'IT IS 100.58 METERS (329.99 FT) NORTH OF THE PARK ENTRANCE, 11.58
 AI0484'METERS (37.99 FT) WEST OF THE CENTER OF THE ROAD AND 6.10 METERS
 AI0484'(20.01 FT) SOUTHEAST OF A 12-INCH OAK TREE.  REFERENCE MARK 1,
 AI0484'STAMPED---SULPHUR SPRINGS NO 1 1935---, IS A STANDARD DISK SET IN THE
 AI0484'TOP OF A SQUARE CONCRETE MONUMENT THAT IS PROJECTING 0.18 METER. (0.59
 AI0484'FT) IT IS 3.05 METERS (10.01 FT) NORTH OF A METAL POST AND 2.44 METERS
 AI0484'(8.01 FT) EAST OF THE EAST CURB OF THE STREET.  REFERENCE MARK 2,
 AI0484'STAMPED---SULPHUR SPRINGS NO 2 1935---, IS A STANDARD DISK SET IN THE
 AI0484'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.18 METER. (0.59 FT) IT
 AI0484'IS 3.38 METERS (11.09 FT) WEST OF A METAL POST AND 2.50 METERS (8.20
 AI0484'FT) EAST OF THE EAST CURB OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1465 ***********************************************************************
 DM1465  DESIGNATION -  SULPORT
 DM1465  PID         -  DM1465
 DM1465  STATE/COUNTY-  TX/HOPKINS
 DM1465  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM1465
 DM1465                         *CURRENT SURVEY CONTROL
 DM1465  ___________________________________________________________________
 DM1465* NAD 83(1993)-  33 09 32.12134(N)    095 37 15.98799(W)     ADJUSTED  
 DM1465* NAVD 88     -       144.3    (meters)     473.     (feet)  VERTCON   
 DM1465  ___________________________________________________________________
 DM1465  X           -    -523,535.737 (meters)                     COMP
 DM1465  Y           -  -5,319,251.932 (meters)                     COMP
 DM1465  Z           -   3,468,791.922 (meters)                     COMP
 DM1465  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DM1465  ELLIP HEIGHT-         118.23  (meters)          (02/16/96) GPS OBS
 DM1465  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DM1465
 DM1465  HORZ ORDER  -  THIRD
 DM1465  ELLP ORDER  -  FIFTH     CLASS I
 DM1465
 DM1465.This mark is at Sulphur Springs Muni (SLR) Airport (SLR)
 DM1465
 DM1465.The horizontal coordinates were established by GPS observations
 DM1465.and adjusted by the National Geodetic Survey in February 1996..
 DM1465
 DM1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1465
 DM1465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1465
 DM1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1465
 DM1465.The ellipsoidal height was determined by GPS observations
 DM1465.and is referenced to NAD 83.
 DM1465
 DM1465.The geoid height was determined by GEOID03.
 DM1465
 DM1465;                    North         East     Units Scale Factor Converg.
 DM1465;SPC TXNC     - 2,169,155.201   868,491.018   MT  0.99987437   +1 34 12.5
 DM1465;SPC TXNC     - 7,116,636.69  2,849,374.28   sFT  0.99987437   +1 34 12.5
 DM1465;UTM  15      - 3,671,964.908   255,552.429   MT  1.00033681   -1 26 03.7
 DM1465
 DM1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1465!SPC TXNC     -   0.99998144  x   0.99987437  =   0.99985581
 DM1465!UTM  15      -   0.99998144  x   1.00033681  =   1.00031824
 DM1465
 DM1465:                Primary Azimuth Mark                     Grid Az
 DM1465:SPC TXNC     -  SULPORT AZ MK                            008 07 23.2
 DM1465:UTM  15      -  SULPORT AZ MK                            011 07 39.4
 DM1465
 DM1465|---------------------------------------------------------------------|
 DM1465| PID    Reference Object                     Distance      Geod. Az  |
 DM1465|                                                           dddmmss.s |
 DM1465| DM1466 SULPORT AZ MK                       APPROX. 0.5 KM 0094135.7 |
 DM1465|---------------------------------------------------------------------|
 DM1465
 DM1465                          SUPERSEDED SURVEY CONTROL
 DM1465
 DM1465  NAD 83(1993)-  33 09 32.12550(N)    095 37 15.98392(W) AD(       ) 3
 DM1465  ELLIP H (01/21/93)  117.98   (m)                       GP(       ) 4 2
 DM1465  NAD 83(1986)-  33 09 32.12467(N)    095 37 15.97164(W) AD(       ) 3
 DM1465  NAD 27      -  33 09 31.67093(N)    095 37 15.10787(W) AD(       ) 3
 DM1465  NGVD 29 (12/08/88)  144.3    (m)          473.     (f) GPS OBS        
 DM1465
 DM1465.Superseded values are not recommended for survey control.
 DM1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1465.See file dsdata.txt to determine how the superseded data were derived.
 DM1465
 DM1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5555271965(NAD 83)
 DM1465_MARKER: I = METAL ROD
 DM1465_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1465_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1465_STAMPING: SULPORT 1987
 DM1465_MARK LOGO: NGS   
 DM1465_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1465+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1988
 DM1465
 DM1465  HISTORY     - Date     Condition        Report By
 DM1465  HISTORY     - 1987     MONUMENTED       NGS
 DM1465  HISTORY     - 19880126 GOOD
 DM1465  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM1465
 DM1465                          STATION DESCRIPTION
 DM1465
 DM1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DM1465'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTHWEST OF SULHUR
 DM1465'SPRINGS AT THE SULPHUR SPRINGS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 DM1465'SULPHUR SPRINGS, C/O RICHARD CALDWELL, ROUTE 4 AIRPORT ROAD,
 DM1465'SULPHURSPRINGS, TX 75482.  TELEPHONE NUMBER 214-885-4911.
 DM1465'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND
 DM1465'STATE HIGHWAY 19 ON THE SOUTH SIDE OF SULPHUR SPRINGS.  GO NORTH ON
 DM1465'STATE HIGHWAY 19 FOR 4.4 KM (2.75 MI) TO THE AIRPORT ENTRANCE ROAD ON
 DM1465'THE LEFT.  TURN LEFT FOR 0.5 KM (0.30 MI) TO THE AIRPORT OFFICE ON
 DM1465'THE RIGHT AND A GATE.  PASS THROUGH THE GATE AND GO NORTHWEST ACROSS
 DM1465'THE APRON FOR 0.2 KM (0.10 MI) TO A TAXIWAY.  TURN LEFT AND GO WESTON
 DM1465'THE TAXIWAY FOR 0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 DM1465'THE STATION MARK IS SET 20.5 M (67.3 FT) EAST OF THE CENTERLINE OF
 DM1465'THE RUNWAY, 10.1 M (33.1 FT) NORTH OF THE TAXIWAY, 5.3 M (17.4 FT)
 DM1465'SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT HEADWALL, AND 0.5 M
 DM1465'(1.6 FT) WEST OF A WITNESS POST.
 DM1465'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1465'DESCRIBED BY B.L.L.
 DM1465
 DM1465                          STATION RECOVERY (1988)
 DM1465
 DM1465'RECOVERED 1988
 DM1465'RECOVERED IN GOOD CONDITION.
 DM1465
 DM1465                          STATION RECOVERY (1995)
 DM1465
 DM1465'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1466 ***********************************************************************
 DM1466  DESIGNATION -  SULPORT AZ MK
 DM1466  PID         -  DM1466
 DM1466  STATE/COUNTY-  TX/HOPKINS
 DM1466  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM1466
 DM1466                         *CURRENT SURVEY CONTROL
 DM1466  ___________________________________________________________________
 DM1466* NAD 83(1993)-  33 09 48.40923(N)    095 37 12.68009(W)     ADJUSTED  
 DM1466* NAVD 88     -       142.0    (meters)     466.     (feet)  VERTCON   
 DM1466  ___________________________________________________________________
 DM1466  X           -    -523,423.365 (meters)                     COMP
 DM1466  Y           -  -5,318,985.281 (meters)                     COMP
 DM1466  Z           -   3,469,210.760 (meters)                     COMP
 DM1466  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 DM1466  ELLIP HEIGHT-         115.97  (meters)          (02/16/96) GPS OBS
 DM1466  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DM1466
 DM1466  HORZ ORDER  -  THIRD
 DM1466  ELLP ORDER  -  FIFTH     CLASS I
 DM1466
 DM1466.This mark is at Sulphur Springs Muni (SLR) Airport (SLR)
 DM1466
 DM1466.The horizontal coordinates were established by GPS observations
 DM1466.and adjusted by the National Geodetic Survey in February 1996..
 DM1466
 DM1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1466
 DM1466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1466
 DM1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1466
 DM1466.The ellipsoidal height was determined by GPS observations
 DM1466.and is referenced to NAD 83.
 DM1466
 DM1466.The geoid height was determined by GEOID03.
 DM1466
 DM1466;                    North         East     Units Scale Factor Converg.
 DM1466;SPC TXNC     - 2,169,659.089   868,562.939   MT  0.99987452   +1 34 14.3
 DM1466;SPC TXNC     - 7,118,289.86  2,849,610.24   sFT  0.99987452   +1 34 14.3
 DM1466;UTM  15      - 3,672,464.565   255,650.709   MT  1.00033622   -1 26 02.5
 DM1466
 DM1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1466!SPC TXNC     -   0.99998179  x   0.99987452  =   0.99985632
 DM1466!UTM  15      -   0.99998179  x   1.00033622  =   1.00031801
 DM1466
 DM1466:                Primary Azimuth Mark                     Grid Az
 DM1466:SPC TXNC     -  SULPORT                                  188 07 23.2
 DM1466:UTM  15      -  SULPORT                                  191 07 40.0
 DM1466
 DM1466|---------------------------------------------------------------------|
 DM1466| PID    Reference Object                     Distance      Geod. Az  |
 DM1466|                                                           dddmmss.s |
 DM1466| DM1465 SULPORT                             APPROX. 0.5 KM 1894137.5 |
 DM1466|---------------------------------------------------------------------|
 DM1466
 DM1466                          SUPERSEDED SURVEY CONTROL
 DM1466
 DM1466  NAD 83(1993)-  33 09 48.41340(N)    095 37 12.67603(W) AD(       ) 3
 DM1466  ELLIP H (01/21/93)  115.72   (m)                       GP(       ) 4 2
 DM1466  NAD 83(1986)-  33 09 48.41257(N)    095 37 12.66375(W) AD(       ) 3
 DM1466  NAD 27      -  33 09 47.95921(N)    095 37 11.80001(W) AD(       ) 3
 DM1466  NGVD 29 (12/08/88)  142.0    (m)          466.     (f) GPS OBS        
 DM1466
 DM1466.Superseded values are not recommended for survey control.
 DM1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1466.See file dsdata.txt to determine how the superseded data were derived.
 DM1466
 DM1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5565172465(NAD 83)
 DM1466_MARKER: I = METAL ROD
 DM1466_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1466_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1466_STAMPING: SULPORT AZ MK 1987
 DM1466_MARK LOGO: NGS   
 DM1466_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1466+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1988
 DM1466
 DM1466  HISTORY     - Date     Condition        Report By
 DM1466  HISTORY     - 1987     MONUMENTED       NGS
 DM1466  HISTORY     - 19880126 GOOD
 DM1466  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM1466
 DM1466                          STATION DESCRIPTION
 DM1466
 DM1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DM1466'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTHWEST OF SULHUR
 DM1466'SPRINGS AT THE SULPHUR SPRINGS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 DM1466'SULPHUR SPRINGS, C/O RICHARD CALDWELL, ROUTE 4 AIRPORT ROAD,
 DM1466'SULPHURSPRINGS, TX 75482.  TELEPHONE NUMBER 214-885-4911.
 DM1466'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND
 DM1466'STATE HIGHWAY 19 ON THE SOUTH SIDE OF SULPHUR SPRINGS.  GO NORTH ON
 DM1466'STATE HIGHWAY 19 FOR 4.4 KM (2.75 MI) TO THE AIRPORT ENTRANCE ROAD ON
 DM1466'THE LEFT.  TURN LEFT FOR 0.5 KM (0.30 MI) TO THE AIRPORT OFFICE ON
 DM1466'THE RIGHT AND A GATE.  PASS THROUGH THE GATE AND GO NORTHWEST ACROSS
 DM1466'THE APRON FOR 0.2 KM (0.10 MI) TO A TAXIWAY.  GO NORTH ON THE TAXIWAY
 DM1466'FOR 0.6 KM (0.35 MI) TO THE MARK ON THE LEFT, AT THE JUNCTION WITHTHE
 DM1466'RUNWAY.
 DM1466'THE MARK IS SET 15.6 M (51.2 FT) SOUTH OF THE TAXIWAY CENTERLINE,
 DM1466'20.6 M (67.6 FT) EAST OF THE RUNWAY CENTERLINE, 6.4 M (21.0 FT)
 DM1466'NORTH-NORTHEAST OF A TAXIWAY INDICATOR SIGN, AND 0.5 M (1.6 FT)
 DM1466'SOUTHOF A WITNESS POST.
 DM1466'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1466'DESCRIBED BY V.L.F.
 DM1466
 DM1466                          STATION RECOVERY (1988)
 DM1466
 DM1466'RECOVERED 1988
 DM1466'RECOVERED IN GOOD CONDITION.
 DM1466
 DM1466                          STATION RECOVERY (1995)
 DM1466
 DM1466'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4904 ***********************************************************************
 AH4904  DESIGNATION -  SULT ET
 AH4904  PID         -  AH4904
 AH4904  STATE/COUNTY-  TX/GILLESPIE
 AH4904  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 AH4904
 AH4904                         *CURRENT SURVEY CONTROL
 AH4904  ___________________________________________________________________
 AH4904* NAD 83(1993)-  30 17 43.97462(N)    098 45 25.69973(W)     ADJUSTED  
 AH4904* NAVD 88     -       574.6    (meters)    1885.     (feet)  VERTCON   
 AH4904  ___________________________________________________________________
 AH4904  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AH4904  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 AH4904
 AH4904  HORZ ORDER  -  THIRD
 AH4904
 AH4904.The horizontal coordinates were established by classical geodetic methods
 AH4904.and adjusted by the National Geodetic Survey in July 1998..
 AH4904
 AH4904.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4904
 AH4904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4904
 AH4904.The geoid height was determined by GEOID03.
 AH4904
 AH4904;                    North         East     Units Scale Factor Converg.
 AH4904;SPC TX C     - 3,070,790.111   851,616.899   MT  0.99995706   +0 48 42.6
 AH4904;SPC TX C     -10,074,750.56  2,794,013.11   sFT  0.99995706   +0 48 42.6
 AH4904;UTM  14      - 3,351,560.227   523,353.715   MT  0.99960673   +0 07 21.1
 AH4904
 AH4904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4904!SPC TX C     -   0.99991332  x   0.99995706  =   0.99987038
 AH4904!UTM  14      -   0.99991332  x   0.99960673  =   0.99952008
 AH4904
 AH4904                          SUPERSEDED SURVEY CONTROL
 AH4904
 AH4904  NGVD 29 (07/28/98)  574.5    (m)         1885.     (f) VERT ANG       
 AH4904
 AH4904.Superseded values are not recommended for survey control.
 AH4904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4904.See file dsdata.txt to determine how the superseded data were derived.
 AH4904
 AH4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2335451560(NAD 83)
 AH4904_MARKER: DS = TRIANGULATION STATION DISK
 AH4904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH4904_PROJECTION: FLUSH
 AH4904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4904+STABILITY: SURFACE MOTION
 AH4904
 AH4904  HISTORY     - Date     Condition        Report By
 AH4904  HISTORY     - 1959     MONUMENTED       USGS
 AH4904
 AH4904                          STATION DESCRIPTION
 AH4904
 AH4904'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH4904'STATION LOCATED ABOUT 8 MI. NE. OF FREDERICKSBURG ON PROMINENT WOODED
 AH4904'RIDGE ON LAND OWNED BY MR. SULTMEIR.
 AH4904'TO REACH FROM JUNCTION OF U.S. HIGHWAY 290 AND FARM ROAD 1631 IN
 AH4904'FREDERICKSBURG, GO NORTHEASTERLY ON FARM ROAD 1631 5.5 MI. TO DIRT RD.
 AH4904'N., THENCE N. 0.4 MI. TO PRIVATE DRIVE E., THENCE 0.2 MI. E. TO RANCH
 AH4904'HOUSE, CONTINUE EASTERLY AND SE. PASSING THROUGH TWO GATES 1.0 MI. TO
 AH4904'STOCK POND.  STATION LIES ON HIGHEST POINT OF HILL N. OF POND.  A
 AH4904'TRUCK MAY BE DRIVEN TO STATION BY PASSING E. OF POND AND WORKING
 AH4904'THROUGH TIMBER UP THE SLOPE.
 AH4904'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST PROJECTING 12 IN.
 AH4904'ABOVE GROUND, STAMPED---SULT - ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ9029 ***********************************************************************
 AJ9029  DESIGNATION -  SUM1 A
 AJ9029  PID         -  AJ9029
 AJ9029  STATE/COUNTY-  TX/DEAF SMITH
 AJ9029  USGS QUAD   -  WESTWAY (1971)
 AJ9029
 AJ9029                         *CURRENT SURVEY CONTROL
 AJ9029  ___________________________________________________________________
 AJ9029* NAD 83(1993)-  34 49 24.37859(N)    102 30 09.58670(W)     ADJUSTED  
 AJ9029* NAVD 88     -      1186.058  (meters)    3891.26   (feet)  ADJUSTED  
 AJ9029  ___________________________________________________________________
 AJ9029  X           -  -1,134,942.054 (meters)                     COMP
 AJ9029  Y           -  -5,118,266.997 (meters)                     COMP
 AJ9029  Z           -   3,622,467.374 (meters)                     COMP
 AJ9029  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AJ9029  ELLIP HEIGHT-        1160.90  (meters)          (06/19/02) GPS OBS
 AJ9029  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AJ9029  DYNAMIC HT  -        1184.563 (meters)    3886.35  (feet)  COMP
 AJ9029  MODELED GRAV-     979,333.5   (mgal)                       NAVD 88
 AJ9029
 AJ9029  HORZ ORDER  -  B
 AJ9029  VERT ORDER  -  FIRST     CLASS II
 AJ9029  ELLP ORDER  -  FIRST     CLASS II
 AJ9029
 AJ9029.This is a reference station for the SUMMERFIELD 1
 AJ9029.National Continuously Operating Reference Station (SUM1).
 AJ9029
 AJ9029.The horizontal coordinates were established by GPS observations
 AJ9029.and adjusted by the National Geodetic Survey in June 2002..
 AJ9029
 AJ9029.The orthometric height was determined by differential leveling
 AJ9029.and adjusted by the National Geodetic Survey in May 2002..
 AJ9029.No vertical observational check was made to the station.
 AJ9029
 AJ9029.Photographs are available for this station.
 AJ9029
 AJ9029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ9029
 AJ9029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ9029
 AJ9029.The ellipsoidal height was determined by GPS observations
 AJ9029.and is referenced to NAD 83.
 AJ9029
 AJ9029.The geoid height was determined by GEOID03.
 AJ9029
 AJ9029.The dynamic height is computed by dividing the NAVD 88
 AJ9029.geopotential number by the normal gravity value computed on the
 AJ9029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9029.degrees latitude (g = 980.6199 gals.).
 AJ9029
 AJ9029.The modeled gravity was interpolated from observed gravity values.
 AJ9029
 AJ9029;                    North         East     Units Scale Factor Converg.
 AJ9029;SPC TX N     - 1,091,815.624   108,277.401   MT  0.99996432   -0 34 51.9
 AJ9029;SPC TX N     - 3,582,065.09    355,240.11   sFT  0.99996432   -0 34 51.9
 AJ9029;UTM  13      - 3,856,306.876   728,399.917   MT  1.00024300   +1 25 36.2
 AJ9029
 AJ9029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ9029!SPC TX N     -   0.99981781  x   0.99996432  =   0.99978213
 AJ9029!UTM  13      -   0.99981781  x   1.00024300  =   1.00006076
 AJ9029
 AJ9029                          SUPERSEDED SURVEY CONTROL
 AJ9029
 AJ9029  NAVD 88 (06/19/02) 1186.06   (m)         3891.3    (f) LEVELING    3  
 AJ9029
 AJ9029.Superseded values are not recommended for survey control.
 AJ9029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ9029.See file dsdata.txt to determine how the superseded data were derived.
 AJ9029
 AJ9029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU2840056307(NAD 83)
 AJ9029_MARKER: DV = VERTICAL CONTROL DISK
 AJ9029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ9029_SP_SET: DEEP WELL FOUNDATION
 AJ9029_STAMPING: SUM1 A 2002
 AJ9029_MARK LOGO: NGS   
 AJ9029_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ9029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9029+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 AJ9029
 AJ9029  HISTORY     - Date     Condition        Report By
 AJ9029  HISTORY     - 20020320 MONUMENTED       NGS
 AJ9029
 AJ9029                          STATION DESCRIPTION
 AJ9029
 AJ9029'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ9029'0.8 KM SOUTHWESTERLY ALONG U.S.  HIGHWAY 60 FROM THE INTERSECTION OF
 AJ9029'U.S. HIGHWAY 385 IN
 AJ9029'HEREFORD, THENCE 5.8 KM WESTERLY AND THEN NORTHERLY ALONG FARM ROAD
 AJ9029'2856, THENCE 4.1
 AJ9029'KM WESTERLY  ALONG FARM ROAD 1058, NEAR THE SOUTHWEST CORNER OF THE
 AJ9029'CONCRETE
 AJ9029'FOUNDATION FOR A DEEP WELL,  AT A FIELD ENTRANCE, 23.0 M NORTH OF THE
 AJ9029'CENTERLINE OF FARM
 AJ9029'ROAD 1058, 6.1 M SOUTHEAST OF THE SOUTH END OF A FENCE LINE, 2.7 M
 AJ9029'NORTHEAST OF THE
 AJ9029'CENTER OF A WELL HEAD.   NOTE--THE MARK IS ON PROPERTY OWNED BY MELVIN
 AJ9029'KALKA, BOX 683,
 AJ9029'HEREFORD, TX 79045.    THIS IS A CORS SITE REFERENCE STATION.
 AJ9029'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ9028 ***********************************************************************
 AJ9028  DESIGNATION -  SUM1 B
 AJ9028  PID         -  AJ9028
 AJ9028  STATE/COUNTY-  TX/DEAF SMITH
 AJ9028  USGS QUAD   -  WESTWAY (1971)
 AJ9028
 AJ9028                         *CURRENT SURVEY CONTROL
 AJ9028  ___________________________________________________________________
 AJ9028* NAD 83(1993)-  34 49 25.21639(N)    102 30 42.37760(W)     ADJUSTED  
 AJ9028* NAVD 88     -      1186.815  (meters)    3893.74   (feet)  ADJUSTED  
 AJ9028  ___________________________________________________________________
 AJ9028  X           -  -1,135,752.660 (meters)                     COMP
 AJ9028  Y           -  -5,118,072.734 (meters)                     COMP
 AJ9028  Z           -   3,622,489.018 (meters)                     COMP
 AJ9028  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AJ9028  ELLIP HEIGHT-        1161.68  (meters)          (06/19/02) GPS OBS
 AJ9028  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AJ9028  DYNAMIC HT  -        1185.319 (meters)    3888.83  (feet)  COMP
 AJ9028  MODELED GRAV-     979,333.5   (mgal)                       NAVD 88
 AJ9028
 AJ9028  HORZ ORDER  -  B
 AJ9028  VERT ORDER  -  FIRST     CLASS II
 AJ9028  ELLP ORDER  -  FIRST     CLASS II
 AJ9028
 AJ9028.This is a reference station for the SUMMERFIELD 1
 AJ9028.National Continuously Operating Reference Station (SUM1).
 AJ9028
 AJ9028.The horizontal coordinates were established by GPS observations
 AJ9028.and adjusted by the National Geodetic Survey in June 2002..
 AJ9028
 AJ9028.The orthometric height was determined by differential leveling
 AJ9028.and adjusted by the National Geodetic Survey in May 2002..
 AJ9028.No vertical observational check was made to the station.
 AJ9028
 AJ9028.Photographs are available for this station.
 AJ9028
 AJ9028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ9028
 AJ9028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ9028
 AJ9028.The ellipsoidal height was determined by GPS observations
 AJ9028.and is referenced to NAD 83.
 AJ9028
 AJ9028.The geoid height was determined by GEOID03.
 AJ9028
 AJ9028.The dynamic height is computed by dividing the NAVD 88
 AJ9028.geopotential number by the normal gravity value computed on the
 AJ9028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9028.degrees latitude (g = 980.6199 gals.).
 AJ9028
 AJ9028.The modeled gravity was interpolated from observed gravity values.
 AJ9028
 AJ9028;                    North         East     Units Scale Factor Converg.
 AJ9028;SPC TX N     - 1,091,849.928   107,444.450   MT  0.99996428   -0 35 10.9
 AJ9028;SPC TX N     - 3,582,177.64    352,507.33   sFT  0.99996428   -0 35 10.9
 AJ9028;UTM  13      - 3,856,311.977   727,566.046   MT  1.00023831   +1 25 17.5
 AJ9028
 AJ9028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ9028!SPC TX N     -   0.99981768  x   0.99996428  =   0.99978197
 AJ9028!UTM  13      -   0.99981768  x   1.00023831  =   1.00005595
 AJ9028
 AJ9028                          SUPERSEDED SURVEY CONTROL
 AJ9028
 AJ9028  NAVD 88 (06/19/02) 1186.82   (m)         3893.8    (f) LEVELING    3  
 AJ9028
 AJ9028.Superseded values are not recommended for survey control.
 AJ9028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ9028.See file dsdata.txt to determine how the superseded data were derived.
 AJ9028
 AJ9028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU2756656312(NAD 83)
 AJ9028_MARKER: F = FLANGE-ENCASED ROD
 AJ9028_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ9028_STAMPING: SUM1 B 2002
 AJ9028_MARK LOGO: NGS   
 AJ9028_PROJECTION: RECESSED 0 CENTIMETERS
 AJ9028_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ9028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9028+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 AJ9028_ROD/PIPE-DEPTH: 4.0  meters
 AJ9028_SLEEVE-DEPTH  : 0.9 meters
 AJ9028
 AJ9028  HISTORY     - Date     Condition        Report By
 AJ9028  HISTORY     - 20020320 MONUMENTED       NGS
 AJ9028
 AJ9028                          STATION DESCRIPTION
 AJ9028
 AJ9028'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ9028'0.8 KM SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION OF
 AJ9028'U.S. HIGHWAY 385 IN
 AJ9028'HEREFORD, THENCE 5.8 KM WESTERLY AND THEN NORTHERLY ALONG FARM ROAD
 AJ9028'2856, THENCE 4.8
 AJ9028'KM  WESTERLY ALONG FARM ROAD 1058,  AT THE INTERSECTION OF FARM ROAD
 AJ9028'1057, 26.4 M
 AJ9028'SOUTHEAST OF A GUY CABLE FOR A LARGE TOWER, 20.9 M WEST OF THE
 AJ9028'CENTERLINE OF FARM ROAD
 AJ9028'1057, 19.1 M NORTHWEST OF A UTILITY POLE, 15.3 M SOUTH OF THE MOST
 AJ9028'SOUTHERLY OF 3 METAL
 AJ9028'LEGS SUPPORTING A LARGE SIGN, AND 0.3 M EAST OF A WITNESS POST.
 AJ9028'NOTE--ACCESS TO THE
 AJ9028'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AJ9028'MEET THE
 AJ9028'SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON THE HIGHWAY
 AJ9028'RIGHT-OF-WAY.   THIS IS A
 AJ9028'CORS SITE REFERENCE STATION.
 AJ9028'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1936 ***********************************************************************
 AY1936  DESIGNATION -  SUMERSET EXXON MICROWAVE
 AY1936  PID         -  AY1936
 AY1936  STATE/COUNTY-  TX/BEXAR
 AY1936  USGS QUAD   -  THELMA (1973)
 AY1936
 AY1936                         *CURRENT SURVEY CONTROL
 AY1936  ___________________________________________________________________
 AY1936* NAD 83(1993)-  29 11 06.39587(N)    098 34 56.46053(W)     ADJUSTED  
 AY1936* NAVD 88     -                                                        
 AY1936  ___________________________________________________________________
 AY1936  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AY1936  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AY1936
 AY1936  HORZ ORDER  -  THIRD
 AY1936
 AY1936.The horizontal coordinates were established by classical geodetic methods
 AY1936.and adjusted by the National Geodetic Survey in February 1996..
 AY1936
 AY1936
 AY1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1936
 AY1936.The geoid height was determined by GEOID03.
 AY1936
 AY1936;                    North         East     Units Scale Factor Converg.
 AY1936;SPC TXSC     - 4,149,885.246   640,617.124   MT  0.99986664   +0 12 16.6
 AY1936;SPC TXSC     -13,615,081.84  2,101,758.01   sFT  0.99986664   +0 12 16.6
 AY1936;UTM  14      - 3,228,566.666   540,606.569   MT  0.99962035   +0 12 13.2
 AY1936
 AY1936                          SUPERSEDED SURVEY CONTROL
 AY1936
 AY1936  NAD 83(1986)-  29 11 06.40048(N)    098 34 56.44131(W) AD(       ) 4
 AY1936  NAD 27      -  29 11 05.53230(N)    098 34 55.37746(W) AD(       ) 3
 AY1936
 AY1936.Superseded values are not recommended for survey control.
 AY1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1936.See file dsdata.txt to determine how the superseded data were derived.
 AY1936
 AY1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4060728567(NAD 83)
 AY1936_MARKER: 44 = MICROWAVE MAST
 AY1936
 AY1936  HISTORY     - Date     Condition        Report By
 AY1936  HISTORY     - 1975     FIRST OBSERVED   NGS
 AY1936  HISTORY     - 19990412 GOOD             USPSQD
 AY1936
 AY1936                          STATION DESCRIPTION
 AY1936
 AY1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 AY1936'SUMERSET, EXXON PIPE LINE COMPANY, MICROWAVE WHI-98 MAST
 AY1936'IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, ALTERNATELY
 AY1936'PAINTED RED AND WHITE, AND HAS THE OVERALL HEIGHT OF 262 FEET
 AY1936'WITH TWO REFLECTORS NEAR THE TOP.
 AY1936'
 AY1936'THE MAST IS LOCATED ABOUT 9.5 MILES NORTH OF POTEET, 6 MILES
 AY1936'SOUTHEAST OF SUMERSET, 3/4 MILES NORTH OF THE BEXAR AND
 AY1936'ATASCOSA COUNTY LINE, 0.25 MILE EAST OF STATE HIGHWAY 16.
 AY1936'
 AY1936'TO REACH FROM THE JUNCTION OF FARM ROAD 476 AND STATE
 AY1936'HIGHWAY 16 IN THE NORTH EDGE OF POTEET, GO NORTH ON STATE
 AY1936'HIGHWAY 16 FOR 9.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 AY1936'AND GO EAST FOR 0.25 MILE TO A GATE ON THE LEFT.  TURN LEFT
 AY1936'AND GO THROUGH GATE NORTHERLY FOR 0.05 MILE TO THE MAST.
 AY1936'
 AY1936'STATION IS RED LIGHT ATOP THE MAST.
 AY1936
 AY1936                          STATION RECOVERY (1999)
 AY1936
 AY1936'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1814 ***********************************************************************
 AJ1814  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1814  DESIGNATION -  SUMMERFIELD 1 CORS ARP
 AJ1814  CORS_ID     -  SUM1
 AJ1814  PID         -  AJ1814
 AJ1814  STATE/COUNTY-  TX/DEAF SMITH
 AJ1814  USGS QUAD   -  WESTWAY (1971)
 AJ1814
 AJ1814                         *CURRENT SURVEY CONTROL
 AJ1814  ___________________________________________________________________
 AJ1814* NAD 83(CORS)-  34 49 30.20701(N)    102 30 42.34324(W)     ADJUSTED  
 AJ1814* NAVD 88     -                                                        
 AJ1814  ___________________________________________________________________
 AJ1814  EPOCH DATE  -        2002.00
 AJ1814  X           -  -1,135,733.265 (meters)                     COMP
 AJ1814  Y           -  -5,117,989.365 (meters)                     COMP
 AJ1814  Z           -   3,622,616.853 (meters)                     COMP
 AJ1814  ELLIP HEIGHT-        1164.42  (meters)          (03/??/02) GPS OBS
 AJ1814  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AJ1814
 AJ1814  HORZ ORDER  -  SPECIAL (CORS)
 AJ1814  ELLP ORDER  -  SPECIAL (CORS)
 AJ1814
 AJ1814.ITRF positions are available for this station.
 AJ1814.The coordinates were established by GPS observations
 AJ1814.and adjusted by the National Geodetic Survey in March 2002..
 AJ1814.The coordinates are valid at the epoch date displayed above.
 AJ1814.The epoch date for horizontal control is a decimal equivalence
 AJ1814.of Year/Month/Day.
 AJ1814
 AJ1814
 AJ1814.The PID for the CORS L1 Phase Center is AJ1815.
 AJ1814
 AJ1814.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1814
 AJ1814.The ellipsoidal height was determined by GPS observations
 AJ1814.and is referenced to NAD 83.
 AJ1814
 AJ1814.The geoid height was determined by GEOID03.
 AJ1814
 AJ1814;                    North         East     Units Scale Factor Converg.
 AJ1814;SPC TX N     - 1,092,003.696   107,446.897   MT  0.99996403   -0 35 10.9
 AJ1814;SPC TX N     - 3,582,682.13    352,515.36   sFT  0.99996403   -0 35 10.9
 AJ1814
 AJ1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1814!SPC TX N     -   0.99981725  x   0.99996403  =   0.99978129
 AJ1814
 AJ1814                          SUPERSEDED SURVEY CONTROL
 AJ1814
 AJ1814  NAD 83(CORS)-  34 49 30.20701(N)    102 30 42.34324(W) AD(1997.00) c
 AJ1814  ELLIP H (03/??/01) 1164.42   (m)                       GP(1997.00) c c
 AJ1814
 AJ1814.Superseded values are not recommended for survey control.
 AJ1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1814.See file dsdata.txt to determine how the superseded data were derived.
 AJ1814
 AJ1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU2756356466(NAD 83)
 AJ1814_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ1814
 AJ1814                          STATION DESCRIPTION
 AJ1814
 AJ1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ1814'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ1814'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ1814'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ1814'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ1814'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1815 ***********************************************************************
 AJ1815  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1815  DESIGNATION -  SUMMERFIELD 1 CORS L1 PHASE CENTER
 AJ1815  CORS_ID     -  SUM1
 AJ1815  PID         -  AJ1815
 AJ1815  STATE/COUNTY-  TX/DEAF SMITH
 AJ1815  USGS QUAD   -  WESTWAY (1971)
 AJ1815
 AJ1815                         *CURRENT SURVEY CONTROL
 AJ1815  ___________________________________________________________________
 AJ1815* NAD 83(CORS)-  34 49 30.20697(N)    102 30 42.34327(W)     ADJUSTED  
 AJ1815* NAVD 88     -                                                        
 AJ1815  ___________________________________________________________________
 AJ1815  EPOCH DATE  -        2002.00
 AJ1815  X           -  -1,135,733.281 (meters)                     COMP
 AJ1815  Y           -  -5,117,989.438 (meters)                     COMP
 AJ1815  Z           -   3,622,616.903 (meters)                     COMP
 AJ1815  ELLIP HEIGHT-        1164.51  (meters)          (03/??/02) GPS OBS
 AJ1815  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AJ1815
 AJ1815  HORZ ORDER  -  SPECIAL (CORS)
 AJ1815  ELLP ORDER  -  SPECIAL (CORS)
 AJ1815
 AJ1815.ITRF positions are available for this station.
 AJ1815.The coordinates were established by GPS observations
 AJ1815.and adjusted by the National Geodetic Survey in March 2002..
 AJ1815.The coordinates are valid at the epoch date displayed above.
 AJ1815.The epoch date for horizontal control is a decimal equivalence
 AJ1815.of Year/Month/Day.
 AJ1815
 AJ1815
 AJ1815.The PID for the CORS ARP is AJ1814.
 AJ1815
 AJ1815.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1815
 AJ1815.The ellipsoidal height was determined by GPS observations
 AJ1815.and is referenced to NAD 83.
 AJ1815
 AJ1815.The geoid height was determined by GEOID03.
 AJ1815
 AJ1815;                    North         East     Units Scale Factor Converg.
 AJ1815;SPC TX N     - 1,092,003.695   107,446.896   MT  0.99996403   -0 35 10.9
 AJ1815;SPC TX N     - 3,582,682.12    352,515.36   sFT  0.99996403   -0 35 10.9
 AJ1815
 AJ1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1815!SPC TX N     -   0.99981724  x   0.99996403  =   0.99978128
 AJ1815
 AJ1815                          SUPERSEDED SURVEY CONTROL
 AJ1815
 AJ1815  NAD 83(CORS)-  34 49 30.20697(N)    102 30 42.34327(W) AD(1997.00) c
 AJ1815  ELLIP H (03/??/01) 1164.51   (m)                       GP(1997.00) c c
 AJ1815
 AJ1815.Superseded values are not recommended for survey control.
 AJ1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1815.See file dsdata.txt to determine how the superseded data were derived.
 AJ1815
 AJ1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU2756356466(NAD 83)
 AJ1815_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ1815
 AJ1815                          STATION DESCRIPTION
 AJ1815
 AJ1815'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ1815'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ1815'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ1815'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ1815'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ1815'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1816 ***********************************************************************
 AJ1816  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ1816  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1816  DESIGNATION -  SUMMERFIELD 2 CORS ARP
 AJ1816  CORS_ID     -  SUM2
 AJ1816  PID         -  AJ1816
 AJ1816  STATE/COUNTY-  TX/DEAF SMITH
 AJ1816  USGS QUAD   -  WESTWAY (1971)
 AJ1816
 AJ1816                         *CURRENT SURVEY CONTROL
 AJ1816  ___________________________________________________________________
 AJ1816* NAD 83(CORS)-  34 49 30.19875(N)    102 30 43.42552(W)     ADJUSTED  
 AJ1816* NAVD 88     -      1189.53   (meters)    3902.6    (feet)  GPS OBS   
 AJ1816  ___________________________________________________________________
 AJ1816  EPOCH DATE  -        2002.00
 AJ1816  X           -  -1,135,760.147 (meters)                     COMP
 AJ1816  Y           -  -5,117,983.532 (meters)                     COMP
 AJ1816  Z           -   3,622,616.633 (meters)                     COMP
 AJ1816  ELLIP HEIGHT-        1164.40  (meters)          (03/??/02) GPS OBS
 AJ1816  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AJ1816
 AJ1816  HORZ ORDER  -  SPECIAL (CORS)
 AJ1816  ELLP ORDER  -  SPECIAL (CORS)
 AJ1816
 AJ1816.ITRF positions are available for this station.
 AJ1816.The coordinates were established by GPS observations
 AJ1816.and adjusted by the National Geodetic Survey in March 2002..
 AJ1816.The coordinates are valid at the epoch date displayed above.
 AJ1816.The epoch date for horizontal control is a decimal equivalence
 AJ1816.of Year/Month/Day.
 AJ1816
 AJ1816.The orthometric height was determined by GPS observations and a
 AJ1816.high-resolution geoid model using precise GPS observation and
 AJ1816.processing techniques.
 AJ1816
 AJ1816.The PID for the CORS L1 Phase Center is AJ1817.
 AJ1816
 AJ1816.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1816
 AJ1816.The ellipsoidal height was determined by GPS observations
 AJ1816.and is referenced to NAD 83.
 AJ1816
 AJ1816.The geoid height was determined by GEOID03.
 AJ1816
 AJ1816;                    North         East     Units Scale Factor Converg.
 AJ1816;SPC TX N     - 1,092,003.723   107,419.394   MT  0.99996403   -0 35 11.5
 AJ1816;SPC TX N     - 3,582,682.21    352,425.13   sFT  0.99996403   -0 35 11.5
 AJ1816
 AJ1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1816!SPC TX N     -   0.99981726  x   0.99996403  =   0.99978129
 AJ1816
 AJ1816                          SUPERSEDED SURVEY CONTROL
 AJ1816
 AJ1816  NAD 83(CORS)-  34 49 30.19875(N)    102 30 43.42552(W) AD(1997.00) c
 AJ1816  ELLIP H (03/??/01) 1164.40   (m)                       GP(1997.00) c c
 AJ1816
 AJ1816.Superseded values are not recommended for survey control.
 AJ1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1816.See file dsdata.txt to determine how the superseded data were derived.
 AJ1816
 AJ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU2753656465(NAD 83)
 AJ1816_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ1816
 AJ1816                          STATION DESCRIPTION
 AJ1816
 AJ1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ1816'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ1816'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ1816'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ1816'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ1816'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1817 ***********************************************************************
 AJ1817  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1817  DESIGNATION -  SUMMERFIELD 2 CORS L1 PHASE CENTER
 AJ1817  CORS_ID     -  SUM2
 AJ1817  PID         -  AJ1817
 AJ1817  STATE/COUNTY-  TX/DEAF SMITH
 AJ1817  USGS QUAD   -  WESTWAY (1971)
 AJ1817
 AJ1817                         *CURRENT SURVEY CONTROL
 AJ1817  ___________________________________________________________________
 AJ1817* NAD 83(CORS)-  34 49 30.19871(N)    102 30 43.42555(W)     ADJUSTED  
 AJ1817* NAVD 88     -                                                        
 AJ1817  ___________________________________________________________________
 AJ1817  EPOCH DATE  -        2002.00
 AJ1817  X           -  -1,135,760.162 (meters)                     COMP
 AJ1817  Y           -  -5,117,983.597 (meters)                     COMP
 AJ1817  Z           -   3,622,616.677 (meters)                     COMP
 AJ1817  ELLIP HEIGHT-        1164.48  (meters)          (03/??/02) GPS OBS
 AJ1817  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AJ1817
 AJ1817  HORZ ORDER  -  SPECIAL (CORS)
 AJ1817  ELLP ORDER  -  SPECIAL (CORS)
 AJ1817
 AJ1817.ITRF positions are available for this station.
 AJ1817.The coordinates were established by GPS observations
 AJ1817.and adjusted by the National Geodetic Survey in March 2002..
 AJ1817.The coordinates are valid at the epoch date displayed above.
 AJ1817.The epoch date for horizontal control is a decimal equivalence
 AJ1817.of Year/Month/Day.
 AJ1817
 AJ1817
 AJ1817.The PID for the CORS ARP is AJ1816.
 AJ1817
 AJ1817.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1817
 AJ1817.The ellipsoidal height was determined by GPS observations
 AJ1817.and is referenced to NAD 83.
 AJ1817
 AJ1817.The geoid height was determined by GEOID03.
 AJ1817
 AJ1817;                    North         East     Units Scale Factor Converg.
 AJ1817;SPC TX N     - 1,092,003.722   107,419.394   MT  0.99996403   -0 35 11.5
 AJ1817;SPC TX N     - 3,582,682.21    352,425.13   sFT  0.99996403   -0 35 11.5
 AJ1817
 AJ1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1817!SPC TX N     -   0.99981724  x   0.99996403  =   0.99978128
 AJ1817
 AJ1817                          SUPERSEDED SURVEY CONTROL
 AJ1817
 AJ1817  NAD 83(CORS)-  34 49 30.19871(N)    102 30 43.42555(W) AD(1997.00) c
 AJ1817  ELLIP H (03/??/01) 1164.48   (m)                       GP(1997.00) c c
 AJ1817
 AJ1817.Superseded values are not recommended for survey control.
 AJ1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1817.See file dsdata.txt to determine how the superseded data were derived.
 AJ1817
 AJ1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU2753656465(NAD 83)
 AJ1817_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ1817
 AJ1817                          STATION DESCRIPTION
 AJ1817
 AJ1817'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ1817'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ1817'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ1817'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ1817'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ1817'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0811 ***********************************************************************
 CD0811  DESIGNATION -  SUMMIT
 CD0811  PID         -  CD0811
 CD0811  STATE/COUNTY-  TX/HUDSPETH
 CD0811  USGS QUAD   -  HACKETT PEAK (1964)
 CD0811
 CD0811                         *CURRENT SURVEY CONTROL
 CD0811  ___________________________________________________________________
 CD0811* NAD 83(1993)-  31 03 42.84284(N)    104 57 53.94406(W)     ADJUSTED  
 CD0811* NAVD 88     -      1427.522  (meters)    4683.46   (feet)  ADJUSTED  
 CD0811  ___________________________________________________________________
 CD0811  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 CD0811  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0811  DYNAMIC HT  -        1425.239 (meters)    4675.97  (feet)  COMP
 CD0811  MODELED GRAV-     978,990.6   (mgal)                       NAVD 88
 CD0811
 CD0811  HORZ ORDER  -  FIRST
 CD0811  VERT ORDER  -  FIRST     CLASS II
 CD0811
 CD0811.The horizontal coordinates were established by classical geodetic methods
 CD0811.and adjusted by the National Geodetic Survey in February 1996..
 CD0811
 CD0811.The orthometric height was determined by differential leveling
 CD0811.and adjusted by the National Geodetic Survey in June 1991..
 CD0811
 CD0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0811
 CD0811.The geoid height was determined by GEOID03.
 CD0811
 CD0811.The dynamic height is computed by dividing the NAVD 88
 CD0811.geopotential number by the normal gravity value computed on the
 CD0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0811.degrees latitude (g = 980.6199 gals.).
 CD0811
 CD0811.The modeled gravity was interpolated from observed gravity values.
 CD0811
 CD0811;                    North         East     Units Scale Factor Converg.
 CD0811;SPC TX C     - 3,163,869.067   258,123.294   MT  0.99988230   -2 23 08.1
 CD0811;SPC TX C     -10,380,127.10    846,859.51   sFT  0.99988230   -2 23 08.1
 CD0811;UTM  13      - 3,436,462.655   503,340.634   MT  0.99960014   +0 01 05.0
 CD0811
 CD0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0811!SPC TX C     -   0.99977945  x   0.99988230  =   0.99966178
 CD0811!UTM  13      -   0.99977945  x   0.99960014  =   0.99937968
 CD0811
 CD0811|---------------------------------------------------------------------|
 CD0811| PID    Reference Object                     Distance      Geod. Az  |
 CD0811|                                                           dddmmss.s |
 CD0811| CD0813 SUMMIT RM 1                          17.313 METERS 07607     |
 CD0811| CI0579 SUMMIT AZ MK                                       1220116.5 |
 CD0811| CD0814 SUMMIT RM 2                          17.355 METERS 19657     |
 CD0811| CD0812 SUMMIT RM A                          27.279 METERS 35505     |
 CD0811|---------------------------------------------------------------------|
 CD0811
 CD0811                          SUPERSEDED SURVEY CONTROL
 CD0811
 CD0811  NAD 83(1986)-  31 03 42.84533(N)    104 57 53.93991(W) AD(       ) 1
 CD0811  NAD 27      -  31 03 42.36570(N)    104 57 52.15570(W) AD(       ) 1
 CD0811  NGVD 29 (07/19/86) 1426.9    (m)         4681.     (f) VERT ANG       
 CD0811
 CD0811.Superseded values are not recommended for survey control.
 CD0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0811.See file dsdata.txt to determine how the superseded data were derived.
 CD0811
 CD0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ0334136463(NAD 83)
 CD0811_MARKER: DS = TRIANGULATION STATION DISK
 CD0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0811_SP_SET: CONCRETE POST
 CD0811_STAMPING: SUMMIT 1968
 CD0811_MARK LOGO: CGS   
 CD0811_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0811+STABILITY: SURFACE MOTION
 CD0811
 CD0811  HISTORY     - Date     Condition        Report By
 CD0811  HISTORY     - 1968     MONUMENTED       CGS
 CD0811  HISTORY     - 1981     GOOD             NGS
 CD0811
 CD0811                          STATION DESCRIPTION
 CD0811
 CD0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0811'THE STATION IS LOCATED ABOUT 25 MILES EAST-SOUTHEAST OF SIERRA
 CD0811'BLANCA AND 7-1/4 MILES WEST-NORTHWEST OF VAN HORN.  IT IS 1/4
 CD0811'MILE NORTH OF THE SUMMIT OF THE PASS ON INTERSTATE HIGHWAY 10
 CD0811'ON A LOW ROCKY RISE BETWEEN THE NEW AND OLD HIGHWAYS.  THE
 CD0811'LAND BELONGS TO THE SAMMONS ESTATE.
 CD0811'
 CD0811'TO REACH THE STATION FROM THE POST OFFICE IN VAN HORN GO WEST
 CD0811'ON INTERSTATE HIGHWAY 10 (OLD U.S. 80) FOR 7.1 MILES TO MILEPOST
 CD0811'133 ON THE RIGHT.  CONTINUE WESTERLY 0.2 MILE TO A ROCKY CUT
 CD0811'ABOUT 20 FEET DEEP AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CD0811'WESTERLY 1.2 MILES ON INTERSTATE HIGHWAY 10 TO A SIDE ROAD ON
 CD0811'THE RIGHT.  TURN RIGHT, CROSS CATTLE GUARD, AND GO NORTH 0.35
 CD0811'MILE TO OLD PAVEMENT AND PIPE GATE ON THE RIGHT.  TURN SHARP
 CD0811'RIGHT THROUGH THE PIPE GATE AND FOLLOW TRACK ROAD SOUTH AND
 CD0811'SOUTHEAST 0.3 MILE TO TOP OF HILL AND STATION ON THE LEFT JUST
 CD0811'BEFORE REACHING A DIM FORK.
 CD0811'
 CD0811'THE STATION MARK IS A STANDARD DISK STAMPED SUMMIT 1968
 CD0811'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 CD0811'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 151.0 FEET
 CD0811'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL CONCRETE
 CD0811'BUILDING AND 43.0 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 CD0811'
 CD0811'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SUMMIT NO
 CD0811'1 1968 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 CD0811'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 98
 CD0811'FEET EAST OF THE CENTER OF THE TRACK ROAD AND ABOUT 1 FOOT
 CD0811'HIGHER THAN THE STATION.
 CD0811'
 CD0811'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SUMMIT NO
 CD0811'2 1968 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 CD0811'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 100
 CD0811'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 CD0811'BUILDING, 25 FEET EAST OF THE CENTER OF THE FORK IN THE TRACK
 CD0811'ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 CD0811'
 CD0811'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUMMIT 1968
 CD0811'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH 1 SQUARE
 CD0811'FOOT EXPOSED.  IT IS 56.5 FEET SOUTH-SOUTHEAST OF A METAL
 CD0811'WITNESS POST IN THE NORTH RIGHT-OF-WAY FENCE, 26 FEET NORTH OF
 CD0811'THE EDGE OF THE HIGHWAY CUT, 4.3 FEET NORTH-NORTHWEST OF A
 CD0811'3-FOOT CAIRN, AND ABOUT 20 FEET HIGHER THAN THE HIGHWAY.
 CD0811'
 CD0811'HEIGHT OF LIGHT ABOVE STATION MARK 14.40 METERS.
 CD0811
 CD0811                          STATION RECOVERY (1981)
 CD0811
 CD0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0811'13.4 KM (8.3 MI) WEST FROM VAN HORN.
 CD0811'13.4 KM (8.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0811'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.7 KM (0.45 MI) WEST
 CD0811'OF MILEPOST 132, IN THE CENTER OF A SMALL KNOLL, 0.3 KM (0.2 MI)
 CD0811'EAST OF A GRAVELED ROAD LEADING NORTH, 121.9 METERS (400.0 FT)
 CD0811'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CD0811'46.0 METERS (151.O FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 CD0811'SMALL CONCRETE BUILDING, 34.9 METERS (114.4 FT) SOUTH-SOUTHEAST OF
 CD0811'A UTILITY POLE, 27.3 METERS (89.5 FT) SOUTH OF TRIANGULATIONS STATION
 CD0811'SUMMIT RMA, 17.3 METERS (56.9 FT) NORTH OF RM 2 AND 13.1 METERS
 CD0811'(43.0 FT) EAST OF THE CENTER OF A TRACK ROAD.
 CD0811'THE MARK IS 12.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2765 ***********************************************************************
 BY2765  DESIGNATION -  SUMMIT
 BY2765  PID         -  BY2765
 BY2765  STATE/COUNTY-  TX/ANDERSON
 BY2765  USGS QUAD   -  PERT (1982)
 BY2765
 BY2765                         *CURRENT SURVEY CONTROL
 BY2765  ___________________________________________________________________
 BY2765* NAD 83(1993)-  31 59 12.34541(N)    095 31 39.37574(W)     ADJUSTED  
 BY2765* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 BY2765  ___________________________________________________________________
 BY2765  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 BY2765  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BY2765
 BY2765  HORZ ORDER  -  SECOND
 BY2765
 BY2765.The horizontal coordinates were established by classical geodetic methods
 BY2765.and adjusted by the National Geodetic Survey in February 1996..
 BY2765
 BY2765.The orthometric height was scaled from a topographic map.
 BY2765
 BY2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2765
 BY2765.The geoid height was determined by GEOID03.
 BY2765
 BY2765;                    North         East     Units Scale Factor Converg.
 BY2765;SPC TX C     - 3,267,018.426 1,154,045.758   MT  1.00002942   +2 28 30.8
 BY2765;SPC TX C     -10,718,542.95  3,786,231.79   sFT  1.00002942   +2 28 30.8
 BY2765;SPC TXNC     - 2,039,470.974   880,886.175   MT  1.00004382   +1 37 16.1
 BY2765;SPC TXNC     - 6,691,164.35  2,890,040.73   sFT  1.00004382   +1 37 16.1
 BY2765;UTM  15      - 3,541,759.942   261,185.717   MT  1.00030341   -1 20 22.4
 BY2765
 BY2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2765!SPC TX C     -   0.99997726  x   1.00002942  =   1.00000668
 BY2765!SPC TXNC     -   0.99997726  x   1.00004382  =   1.00002108
 BY2765!UTM  15      -   0.99997726  x   1.00030341  =   1.00028067
 BY2765
 BY2765|---------------------------------------------------------------------|
 BY2765| PID    Reference Object                     Distance      Geod. Az  |
 BY2765|                                                           dddmmss.s |
 BY2765| CV8444 SUMMIT RM 2                          55.492 METERS 00006     |
 BY2765| CV8442 SUMMIT AZ MK                                       0054309.6 |
 BY2765| CV8443 SUMMIT RM 1                          35.125 METERS 08635     |
 BY2765|---------------------------------------------------------------------|
 BY2765
 BY2765                          SUPERSEDED SURVEY CONTROL
 BY2765
 BY2765  NAD 83(1986)-  31 59 12.35476(N)    095 31 39.36062(W) AD(       ) 2
 BY2765  NAD 27      -  31 59 11.76150(N)    095 31 38.51430(W) AD(       ) 2
 BY2765
 BY2765.Superseded values are not recommended for survey control.
 BY2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2765.See file dsdata.txt to determine how the superseded data were derived.
 BY2765
 BY2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR6118641760(NAD 83)
 BY2765_MARKER: DS = TRIANGULATION STATION DISK
 BY2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2765
 BY2765  HISTORY     - Date     Condition        Report By
 BY2765  HISTORY     - 1958     MONUMENTED       CGS
 BY2765
 BY2765                          STATION DESCRIPTION
 BY2765
 BY2765'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2765'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY
 BY2765'NO. 155 ABOUT 5 MILES SOUTH-SOUTHWEST OF FRANKSTON.  IT IS
 BY2765'150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, 94
 BY2765'FEET SOUTH OF A FENCE CORNER, 53 FEET WEST OF THE CENTER LINE OF
 BY2765'STATE HIGHWAY NO. 155 AND 12 FEET EAST OF A FENCE.  THE MARK
 BY2765'PROJECTS 1 INCH AND IS STAMPED SUMMIT 1958.
 BY2765'
 BY2765'REFERENCE MARK NO. 1 IS 62 FEET EAST OF THE CENTER LINE OF
 BY2765'STATE HIGHWAY NO. 155 AND IN AN OLD FENCE LINE.  THE MARK
 BY2765'PROJECTS 6 INCHES AND IS STAMPED SUMMIT 1958 NO 1.
 BY2765'
 BY2765'REFERENCE MARK NO. 2 IS 62 FEET WEST OF THE CENTER LINE OF
 BY2765'STATE HIGHWAY NO. 155, 6 FEET NORTH OF THE CENTER OF A DRIVEWAY
 BY2765'AND 1 FOOT NORTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 6
 BY2765'INCHES AND IS STAMPED SUMMIT 1958 NO 2.
 BY2765'
 BY2765'AZIMUTH MARK IS 103 FEET SOUTHEAST OF A HIGHWAY 155 SIGN, 60 FEET
 BY2765'EAST OF THE CENTER LINE OF STATE HIGHWAY NO. 155, 4 FEET WEST
 BY2765'OF A FENCE AND 1 FOOT SOUTHWEST OF A WITNESS POST.  THE MARK
 BY2765'PROJECTS 5 INCHES AND IS STAMPED SUMMIT 1958.
 BY2765'
 BY2765'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 175
 BY2765'AND STATE HIGHWAY NO. 155 IN FRANKSTON, GO SOUTHERLY ON STATE
 BY2765'HIGHWAY NO. 155 FOR 4.3 MILES TO THE AZIMUTH MARK ON LEFT AS
 BY2765'DESCRIBED, CONTINUE SOUTHERLY ON STATE HIGHWAY NO. 155 FOR
 BY2765'0.45 MILE TO THE STATION ON RIGHT.
 BY2765'
 BY2765'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0813 ***********************************************************************
 CD0813  DESIGNATION -  SUMMIT RM 1
 CD0813  PID         -  CD0813
 CD0813  STATE/COUNTY-  TX/HUDSPETH
 CD0813  USGS QUAD   -  HACKETT PEAK (1964)
 CD0813
 CD0813                         *CURRENT SURVEY CONTROL
 CD0813  ___________________________________________________________________
 CD0813* NAD 83(1986)-  31 03 42.     (N)    104 57 54.     (W)     SCALED    
 CD0813* NAVD 88     -      1427.356  (meters)    4682.92   (feet)  ADJUSTED  
 CD0813  ___________________________________________________________________
 CD0813  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0813  DYNAMIC HT  -        1425.072 (meters)    4675.42  (feet)  COMP
 CD0813  MODELED GRAV-     978,990.6   (mgal)                       NAVD 88
 CD0813
 CD0813  VERT ORDER  -  FIRST     CLASS II
 CD0813
 CD0813.The horizontal coordinates were scaled from a topographic map and have
 CD0813.an estimated accuracy of +/- 6 seconds.
 CD0813
 CD0813.The orthometric height was determined by differential leveling
 CD0813.and adjusted by the National Geodetic Survey in June 1991..
 CD0813
 CD0813.The geoid height was determined by GEOID03.
 CD0813
 CD0813.The dynamic height is computed by dividing the NAVD 88
 CD0813.geopotential number by the normal gravity value computed on the
 CD0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0813.degrees latitude (g = 980.6199 gals.).
 CD0813
 CD0813.The modeled gravity was interpolated from observed gravity values.
 CD0813
 CD0813;                    North         East    Units  Estimated Accuracy
 CD0813;SPC TX C     - 3,163,840.      258,120.      MT  (+/- 180 meters Scaled)
 CD0813
 CD0813                          SUPERSEDED SURVEY CONTROL
 CD0813
 CD0813.No superseded survey control is available for this station.
 CD0813
 CD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ033364(NAD 83)
 CD0813_MARKER: DR = REFERENCE MARK DISK
 CD0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0813_SP_SET: CONCRETE POST
 CD0813_STAMPING: SUMMIT NO 1 1968
 CD0813_MARK LOGO: CGS   
 CD0813_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0813+STABILITY: SURFACE MOTION
 CD0813
 CD0813  HISTORY     - Date     Condition        Report By
 CD0813  HISTORY     - 1968     MONUMENTED       CGS
 CD0813  HISTORY     - 1981     GOOD             NGS
 CD0813
 CD0813                          STATION DESCRIPTION
 CD0813
 CD0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0813'13.4 KM (8.3 MI) WEST FROM VAN HORN.
 CD0813'13.4 KM (8.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0813'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.7 KM (0.45 MI) WEST
 CD0813'OF MILE POST 132, 0.3 KM (0.2 MI) EAST OF A GRAVELED ROAD LEADING
 CD0813'NORTH, IN THE CENTER OF A SMALL KNOLL, 121.9 METERS (400.0 FT)
 CD0813'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CD0813'36.6 METERS (120.0 FT) SOUTHEAST OF A UTILITY POLE, 30.1 METERS
 CD0813'(98.9 FT) NORTHEAST OF SUMMIT RM 2, 29.9 METERS (98.0 FT) EAST
 CD0813'OF THE CENTER OF A TRACK ROAD AND 17.3 METERS (56.8 FT)
 CD0813'EAST-NORTHEAST OF TRIANGULATION STATION SUMMIT.
 CD0813'THE MARK IS 12.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0814 ***********************************************************************
 CD0814  DESIGNATION -  SUMMIT RM 2
 CD0814  PID         -  CD0814
 CD0814  STATE/COUNTY-  TX/HUDSPETH
 CD0814  USGS QUAD   -  HACKETT PEAK (1964)
 CD0814
 CD0814                         *CURRENT SURVEY CONTROL
 CD0814  ___________________________________________________________________
 CD0814* NAD 83(1986)-  31 03 41.     (N)    104 57 55.     (W)     SCALED    
 CD0814* NAVD 88     -      1426.994  (meters)    4681.73   (feet)  ADJUSTED  
 CD0814  ___________________________________________________________________
 CD0814  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0814  DYNAMIC HT  -        1424.712 (meters)    4674.24  (feet)  COMP
 CD0814  MODELED GRAV-     978,991.0   (mgal)                       NAVD 88
 CD0814
 CD0814  VERT ORDER  -  FIRST     CLASS II
 CD0814
 CD0814.The horizontal coordinates were scaled from a topographic map and have
 CD0814.an estimated accuracy of +/- 6 seconds.
 CD0814
 CD0814.The orthometric height was determined by differential leveling
 CD0814.and adjusted by the National Geodetic Survey in June 1991..
 CD0814
 CD0814.The geoid height was determined by GEOID03.
 CD0814
 CD0814.The dynamic height is computed by dividing the NAVD 88
 CD0814.geopotential number by the normal gravity value computed on the
 CD0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0814.degrees latitude (g = 980.6199 gals.).
 CD0814
 CD0814.The modeled gravity was interpolated from observed gravity values.
 CD0814
 CD0814;                    North         East    Units  Estimated Accuracy
 CD0814;SPC TX C     - 3,163,810.      258,090.      MT  (+/- 180 meters Scaled)
 CD0814
 CD0814                          SUPERSEDED SURVEY CONTROL
 CD0814
 CD0814.No superseded survey control is available for this station.
 CD0814
 CD0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ033364(NAD 83)
 CD0814_MARKER: DR = REFERENCE MARK DISK
 CD0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0814_SP_SET: CONCRETE POST
 CD0814_STAMPING: SUMMIT NO 2 1968
 CD0814_MARK LOGO: CGS   
 CD0814_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0814+STABILITY: SURFACE MOTION
 CD0814
 CD0814  HISTORY     - Date     Condition        Report By
 CD0814  HISTORY     - 1968     MONUMENTED       CGS
 CD0814  HISTORY     - 1981     GOOD             NGS
 CD0814
 CD0814                          STATION DESCRIPTION
 CD0814
 CD0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0814'13.4 KM (8.3 MI) WEST FROM VAN HORN.
 CD0814'13.4 KM (8.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0814'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.7 KM (0.45 MI) WEST
 CD0814'OF MILEPOST 132, 0.3 KM (0.2 MI) EAST OF A GRAVELED ROAD LEADING
 CD0814'NORTH, IN THE CENTER OF A SMALL KNOLL, 104.5 METERS (343.0 FT)
 CD0814'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CD0814'51.2 METERS (168.0 FT) SOUTH OF A UTILITY POLE, 30.5 METERS (100.O FT)
 CD0814'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL CONCRETE BUILDING,
 CD0814'30.1 METERS (98.9 FT) SOUTHWEST OF SUMMIT RM 1 AND 17.4 METERS
 CD0814'(56.9 FT) SOUTH OF TRIANGULATION STATION SUMMIT.
 CD0814'THE MARK IS 12.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0812 ***********************************************************************
 CD0812  DESIGNATION -  SUMMIT RM A
 CD0812  PID         -  CD0812
 CD0812  STATE/COUNTY-  TX/HUDSPETH
 CD0812  USGS QUAD   -  HACKETT PEAK (1964)
 CD0812
 CD0812                         *CURRENT SURVEY CONTROL
 CD0812  ___________________________________________________________________
 CD0812* NAD 83(1993)-  31 03 43.72535(N)    104 57 54.03220(W)     ADJUSTED  
 CD0812* NAVD 88     -      1428.267  (meters)    4685.91   (feet)  ADJUSTED  
 CD0812  ___________________________________________________________________
 CD0812  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 CD0812  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0812  DYNAMIC HT  -        1425.985 (meters)    4678.42  (feet)  COMP
 CD0812  MODELED GRAV-     978,992.1   (mgal)                       NAVD 88
 CD0812
 CD0812  HORZ ORDER  -  FIRST
 CD0812  VERT ORDER  -  FIRST     CLASS II
 CD0812
 CD0812.The horizontal coordinates were established by classical geodetic methods
 CD0812.and adjusted by the National Geodetic Survey in February 1996..
 CD0812
 CD0812.The orthometric height was determined by differential leveling
 CD0812.and adjusted by the National Geodetic Survey in June 1991..
 CD0812
 CD0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0812
 CD0812.The geoid height was determined by GEOID03.
 CD0812
 CD0812.The dynamic height is computed by dividing the NAVD 88
 CD0812.geopotential number by the normal gravity value computed on the
 CD0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0812.degrees latitude (g = 980.6199 gals.).
 CD0812
 CD0812.The modeled gravity was interpolated from observed gravity values.
 CD0812
 CD0812;                    North         East     Units Scale Factor Converg.
 CD0812;SPC TX C     - 3,163,896.316   258,122.090   MT  0.99988230   -2 23 08.1
 CD0812;SPC TX C     -10,380,216.50    846,855.56   sFT  0.99988230   -2 23 08.1
 CD0812;UTM  13      - 3,436,489.823   503,338.290   MT  0.99960014   +0 01 05.0
 CD0812
 CD0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0812!SPC TX C     -   0.99977933  x   0.99988230  =   0.99966166
 CD0812!UTM  13      -   0.99977933  x   0.99960014  =   0.99937956
 CD0812
 CD0812:                Primary Azimuth Mark                     Grid Az
 CD0812:SPC TX C     -  HARPER                                   102 14 47.0
 CD0812:UTM  13      -  HARPER                                   099 50 33.9
 CD0812
 CD0812|---------------------------------------------------------------------|
 CD0812| PID    Reference Object                     Distance      Geod. Az  |
 CD0812|                                                           dddmmss.s |
 CD0812| CD0959 HARPER                              APPROX.21.3 KM 0995138.9 |
 CD0812| CD0811 SUMMIT                               27.279 METERS 17505     |
 CD0812|---------------------------------------------------------------------|
 CD0812
 CD0812                          SUPERSEDED SURVEY CONTROL
 CD0812
 CD0812  NAD 83(1986)-  31 03 43.72797(N)    104 57 54.02806(W) AD(       ) 1
 CD0812  NAD 27      -  31 03 43.24823(N)    104 57 52.24383(W) AD(       ) 1
 CD0812  NGVD 29 (07/19/86) 1427.6    (m)         4684.     (f) VERT ANG       
 CD0812
 CD0812.Superseded values are not recommended for survey control.
 CD0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0812.See file dsdata.txt to determine how the superseded data were derived.
 CD0812
 CD0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ0333836490(NAD 83)
 CD0812_MARKER: DS = TRIANGULATION STATION DISK
 CD0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0812_SP_SET: CONCRETE POST
 CD0812_STAMPING: SUMMIT RMA 1968
 CD0812_MARK LOGO: CGS   
 CD0812_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0812+STABILITY: SURFACE MOTION
 CD0812
 CD0812  HISTORY     - Date     Condition        Report By
 CD0812  HISTORY     - 1968     MONUMENTED       CGS
 CD0812  HISTORY     - 1981     GOOD             NGS
 CD0812
 CD0812                          STATION DESCRIPTION
 CD0812
 CD0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0812'THE STATION IS LOCATED ABOUT 25 MILES EAST-SOUTHEAST OF SIERRA
 CD0812'BLANCA AND 7-1/4 MILES WEST-NORTHWEST OF VAN HORN.  IT IS 1/4
 CD0812'MILE NORTH OF THE SUMMIT OF THE PASS ON INTERSTATE HIGHWAY 10
 CD0812'ON A LOW ROCKY RISE BETWEEN THE NEW AND OLD HIGHWAY.
 CD0812'
 CD0812'THE STATION MARK IS A STANDARD DISK, STAMPED SUMMIT RM A 1968,
 CD0812'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CD0812'PROJECTS 3-INCHES.  IT IS 240.5 FEET NORTH-NORTHWEST OF THE
 CD0812'NORTH-NORTHWEST CORNER OF A CONCRETE BUILDING AND 28 FEET EAST
 CD0812'OF THE CENTER OF A TRACK ROAD.
 CD0812'
 CD0812'A TRAVERSE CONNECTION WAS MADE TO STATION SUMMIT 1968.
 CD0812'
 CD0812'TO REACH THE STATION FROM THE POST OFFICE IN VAN HORN GO WEST
 CD0812'ON INTERSTATE HIGHWAY 10 (OLD U.S. 80) FOR 7.1 MILES TO MILEPOST
 CD0812'133 ON THE RIGHT.  CONTINUE WESTERLY 0.2 MILE TO A ROCKY CUT
 CD0812'ABOUT 20 FEET DEEP AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CD0812'WESTERLY 1.2 MILES ON INTERSTATE HIGHWAY 10 TO A SIDE ROAD ON
 CD0812'THE RIGHT.  TURN RIGHT, CROSS CATTLE GUARD, AND GO NORTH 0.35
 CD0812'MILE TO OLD PAVEMENT AND PIPE GATE ON THE RIGHT.  TURN SHARP
 CD0812'RIGHT THROUGH THE PIPE GATE AND FOLLOW TRACK ROAD SOUTH AND
 CD0812'SOUTHEAST 0.3 MILE TO TOP OF HILL AND STATION SUMMIT ON THE LEFT
 CD0812'JUST BEFORE REACHING A DIM FORK.  SUMMIT RM A IS LOCATED IN THE
 CD0812'VICINITY OF SUMMIT.
 CD0812
 CD0812                          STATION RECOVERY (1981)
 CD0812
 CD0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0812'13.4 KM (8.3 MI) WEST FROM VAN HORN.
 CD0812'13.4 KM (8.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0812'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.7 KM (0.45 MI) WEST
 CD0812'OF MILEPOST 132, IN THE CENTER OF A SMALL KNOLL, 0.3 KM (0.2 MI)
 CD0812'EAST OF A GRAVELED ROAD LEADING NORTH, 149.0 METERS (489.0 FT)
 CD0812'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CD0812'73.1 METERS (240.0 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 CD0812'SMALL CONCRETE BUILDING, 27.3 METERS (89.5 FT) NORTH OF TRIANGULATION
 CD0812'STATION SUMMIT, 8.5 FEET EAST OF THE CENTER OF A TRACK ROAD AND 6.8
 CD0812'METERS (22.2 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.
 CD0812'THE MARK IS 12.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0776 ***********************************************************************
 BN0776  DESIGNATION -  SUN
 BN0776  PID         -  BN0776
 BN0776  STATE/COUNTY-  TX/REAL
 BN0776  USGS QUAD   -  EARWOOD CREEK (1971)
 BN0776
 BN0776                         *CURRENT SURVEY CONTROL
 BN0776  ___________________________________________________________________
 BN0776* NAD 83(1993)-  30 02 20.86311(N)    099 51 29.00469(W)     ADJUSTED  
 BN0776* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 BN0776  ___________________________________________________________________
 BN0776  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BN0776  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BN0776
 BN0776  HORZ ORDER  -  SECOND
 BN0776
 BN0776.The horizontal coordinates were established by classical geodetic methods
 BN0776.and adjusted by the National Geodetic Survey in February 1996..
 BN0776
 BN0776.The orthometric height was scaled from a topographic map.
 BN0776
 BN0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0776
 BN0776.The geoid height was determined by GEOID03.
 BN0776
 BN0776;                    North         East     Units Scale Factor Converg.
 BN0776;SPC TXSC     - 4,244,769.832   517,247.609   MT  0.99993858   -0 25 13.3
 BN0776;SPC TXSC     -13,926,382.36  1,697,003.20   sFT  0.99993858   -0 25 13.3
 BN0776;UTM  14      - 3,323,431.244   417,273.333   MT  0.99968443   -0 25 46.4
 BN0776
 BN0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0776!SPC TXSC     -   0.99989101  x   0.99993858  =   0.99982960
 BN0776!UTM  14      -   0.99989101  x   0.99968443  =   0.99957547
 BN0776
 BN0776|---------------------------------------------------------------------|
 BN0776| PID    Reference Object                     Distance      Geod. Az  |
 BN0776|                                                           dddmmss.s |
 BN0776| CV6441 SUN RM 1                             20.653 METERS 01604     |
 BN0776| CV6442 SUN RM 2                             31.419 METERS 09437     |
 BN0776| CV6440 SUN AZ MK                                          2720302.6 |
 BN0776| BN0777 RIGSBY                              APPROX.19.3 KM 3440342.8 |
 BN0776|---------------------------------------------------------------------|
 BN0776
 BN0776                          SUPERSEDED SURVEY CONTROL
 BN0776
 BN0776  NAD 83(1986)-  30 02 20.86886(N)    099 51 28.99402(W) AD(       ) 2
 BN0776  NAD 27      -  30 02 20.11900(N)    099 51 27.77300(W) AD(       ) 2
 BN0776
 BN0776.Superseded values are not recommended for survey control.
 BN0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0776.See file dsdata.txt to determine how the superseded data were derived.
 BN0776
 BN0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU1727323431(NAD 83)
 BN0776_MARKER: DS = TRIANGULATION STATION DISK
 BN0776_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BN0776_STAMPING: SUN 1943
 BN0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0776
 BN0776  HISTORY     - Date     Condition        Report By
 BN0776  HISTORY     - 1943     MONUMENTED       CGS
 BN0776  HISTORY     - 1960     GOOD             LOCSUR
 BN0776  HISTORY     - 1971     GOOD             NGS
 BN0776  HISTORY     - 1971     GOOD             USGS
 BN0776  HISTORY     - 19970807 GOOD             TXDOT
 BN0776  HISTORY     - 20010801 MARK NOT FOUND   NGS
 BN0776
 BN0776                          STATION DESCRIPTION
 BN0776
 BN0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0776'STATION IS LOCATED ABOUT 28 MILES W OF MOUNTAIN HOME AND 6 MILES
 BN0776'W OF E.I. GARVEYS STORE.  MARK IS ON THE S SIDE OF HIGHWAY 41,
 BN0776'32 PACES S OF A BUMP GATE AND 25 PACES SW OF A STANDARD WHITE
 BN0776'REFERENCE POST.  MARK IS ABOUT 4 INCHES BELOW THE SURFACE OF
 BN0776'THE GROUND AND IS STAMPED SUN 1943.
 BN0776'
 BN0776'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 BN0776'IN CONCRETE.
 BN0776'
 BN0776'REFERENCE MARK NO. 1 IS 11 PACES W OF THE CENTER LINE OF THE
 BN0776'BUMP GATE, 1 FOOT E OF THE REFERENCE POST, AND 6 INCHES S OF
 BN0776'A WIRE FENCE.  MARK IS STAMPED SUN NO. 1 1943 AND IS SET FLUSH
 BN0776'WITH THE GROUND.
 BN0776'
 BN0776'REFERENCE MARK NO. 2 IS 59 PACES W OF THE BUMP GATE AND 1 FOOT
 BN0776'S OF THE WIRE FENCE.  MARK IS STAMPED SUN NO. 2 1943 AND IS
 BN0776'SET FLUSH WITH THE GROUND.
 BN0776'
 BN0776'AZIMUTH MARK IS 18 PACES N OF THE CENTER LINE OF 41 AND 2 FEET N
 BN0776'OF A STANDARD WHITE REFERENCE POST.  MARK IS STAMPED SUN 1943
 BN0776'AND IS SET FLUSH WITH THE GROUND.
 BN0776'
 BN0776'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 41 AND 27 IN
 BN0776'MOUNTAIN HOME GO W ON 43 FOR 22.7 MILES TO E.I. GARVEYS STORE,
 BN0776'CONTINUE STRAIGHT AHEAD ON 41 FOR 10.3 MILES TO THE MAIL BOX
 BN0776'OF MR. W.E. DIETERT AND A BUMP GATE ON THE LEFT, TURN LEFT
 BN0776'THROUGH THE GATE AND THE STATION IS ON THE RIGHT.
 BN0776'
 BN0776'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE W ON 41 FOR
 BN0776'0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BN0776'
 BN0776'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BN0776
 BN0776                          STATION RECOVERY (1960)
 BN0776
 BN0776'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 BN0776'RECOVERED BY POCGD.
 BN0776'
 BN0776'STATION WAS SEARCHED FOR BUT NO ATTEMPT WAS MADE TO LOCATE
 BN0776'THE UNDERGROUND MARKS.  REFERENCE MARK NO. 1 AND AZIMUTH MARK
 BN0776'FOUND IN GOOD CONDITION.
 BN0776'
 BN0776'THE DESCRIPTION TO REACH THE STATION IS GOOD EXCEPT THAT IT IS
 BN0776'IN REAL COUNTY INSTEAD OF KERR AND THE BUMP GATE HAS BEEN REPLACED
 BN0776'WITH A CATTLE GUARD AND TWO LARGE STONE ENTRANCE PILLARS
 BN0776'BEARING THE NAME DIETERT.
 BN0776
 BN0776                          STATION RECOVERY (1971)
 BN0776
 BN0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BN0776'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 BN0776'CONDITION.  A DIFFERENCE OF 30 FEET WAS FOUND IN THE DISTANCE TO
 BN0776'REFERENCE MARK NO. 1, AND A DIFFERENCE OF A 180 DEGREES WAS
 BN0776'FOUND IN THE DIRECTION TO REFERENCE MARK NO. 2, THE 1943
 BN0776'DESCRIPTION SHOWS THE DIRECTION AS 110 DEGREES AND IT SHOULD HAVE
 BN0776'BEEN 290 DEGREES.  THE DIRECTION TO THE AZIMUTH MARK WAS NOT
 BN0776'TAKEN DUE TO HEAVY GROWTH OF TREES ON THE LINE OF SIGHT.
 BN0776'
 BN0776'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 BN0776'
 BN0776'THE STATION IS LOCATED ABOUT 20-1/2 MILES EAST OF ROCKSPRINGS, 22
 BN0776'MILES NORTH-NORTHWEST OF LEAKEY, 10 MILES WEST OF GARVEN, WHICH
 BN0776'IS AT THE INTERSECTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 41,
 BN0776'1 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 41 AND FARM
 BN0776'ROAD 336, ON THE SOUTH SIDE OF STATE HIGHWAY 41 AND ON PASTURE
 BN0776'LAND OWNED BY MR. W.E. DIETERT AND SON.
 BN0776'
 BN0776'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 377
 BN0776'AND STATE HIGHWAY 41, WHICH IS LOCATED ABOUT 8 MILES NORTHEAST
 BN0776'OF ROCKSPRINGS, GO EASTERLY ON STATE HIGHWAY 41 FOR 9.0 MILES
 BN0776'TO THE EDWARDS-REAL COUNTY LINE.  CONTINUE EASTERLY ON STATE
 BN0776'HIGHWAY 41 FOR 6.9 MILES TO AZIMUTH MARK ON THE LEFT, CONTINUE
 BN0776'STRAIGHT AHEAD EASTERLY ON ROUTE 41 FOR 0.7 MILE TO A SIDE ROAD
 BN0776'ON THE RIGHT, WITH CATTLE GUARD AND TWO LARGE STONE PILLARS AT
 BN0776'EACH END OF CATTLE-GUARD WITH THE NAMES OF W.E. DIETERT SR.
 BN0776'AND JR., AND STATION.
 BN0776'
 BN0776'STATION MARK IS A STANDARD DISK STAMPED SUN 1943, SET IN AN
 BN0776'IRREGULAR MASS OF CONCRETE ABOUT 4 INCHES BELOW THE SURFACE OF
 BN0776'THE GROUND.  IT IS 122 FEET SOUTH OF THE CENTER LINE OF STATE
 BN0776'HIGHWAY 41, 60.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BN0776'WEST ONE OF TWO LARGE CONCRETE PILLARS, 54.6 FEET SOUTHEAST OF
 BN0776'A TELEPHONE POLE, 53 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 BN0776'POST AND FENCE-LINE, 38 FEET WEST OF THE CENTER OF CALICHE ROAD
 BN0776'AND 9 FEET EAST OF A LOW ROCK LEDGE WHICH ARE THE REMAINS OF
 BN0776'BLADED ROAD.  SAND WAS PLACED OVER AND AROUND THE MARK FOR AID
 BN0776'IN RECOVERY OF STATION.
 BN0776'
 BN0776'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SUN NO 1 1943
 BN0776'SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 BN0776'IT 60 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 41, 58 FEET
 BN0776'EAST-NORTHEAST OF A TELEPHONE POLE, 31.6 FEET EAST-NORTHEAST
 BN0776'OF A METAL WITNESS POST, 24 FEET NORTHWEST OF THE NORTHWEST
 BN0776'CORNER OF THE WEST ONE OF TWO CONCRETE PILLARS AND 9 FEET WEST
 BN0776'OF FENCE-LINE.
 BN0776'
 BN0776'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SUN NO 2 1943,
 BN0776'SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 BN0776'IT IS 145 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BN0776'WEST ONE OF TWO CONCRETE PILLARS, 78 FEET SOUTH OF THE CENTER LINE
 BN0776'OF STATE HIGHWAY 41, 76 FEET WEST-SOUTHWEST OF A TELEPHONE
 BN0776'POLE, 54 FEET EAST-NORTHEAST OF A FENCE CORNER, 52 FEET
 BN0776'EAST-NORTHEAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF
 BN0776'FENCE-LINE.
 BN0776'
 BN0776'AZIMUTH MARK IS A STANDARD DISK STAMPED SUN 1943, SET IN A
 BN0776'DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS
 BN0776'277 FEET EAST OF THE EAST END OF GATE AND ALSO TRACK ROAD, 56
 BN0776'FEET NORTH OF THE CENTER OF STATE HIGHWAY 41 AND 5.6 FEET NORTH
 BN0776'OF A METAL WITNESS POST AND FENCE-LINE.
 BN0776'
 BN0776'NOTE--THE STATION WAS LISTED AS BEING IN KERR COUNTY IN THE
 BN0776'1943 DESCRIPTION AND IT SHOULD HAVE BEEN REAL COUNTY.
 BN0776'
 BN0776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 BN0776'WEST OF GARVIN
 BN0776
 BN0776                          STATION RECOVERY (1971)
 BN0776
 BN0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 BN0776'STATION MARK AND REF. MK. 2 NOT LOCATED IN 1960 WERE RECOVERED
 BN0776'BY A REPRESENTATIVE OF THE USC AND GS AND HE WILL REPORT THE NEW
 BN0776'INFORMATION.  THE STATION MARK IS 67.78 FEET FROM R.M. 1 INSTEAD
 BN0776'OF THE LISTED 97.80 FEET.  DIRECTION ANGLE TO R.M. 2 SHOULD BE
 BN0776'290 33 20 FROM RIGSBY INSTEAD OF 110 33 20.
 BN0776'
 BN0776'SUN R.M. 1 WAS USED AS AN ECCENTRIC SIGNAL FROM RIGSBY FOR MAP
 BN0776'CONTROL AND THE SWING USING 32 00 32 FROM RIGSBY AND DISTANCE
 BN0776'67.78 FEET, CHECKS.
 BN0776
 BN0776                          STATION RECOVERY (1997)
 BN0776
 BN0776'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 BN0776'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.
 BN0776
 BN0776                          STATION RECOVERY (2001)
 BN0776
 BN0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BN0776'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2202 ***********************************************************************
 BL2202  DESIGNATION -  SUN
 BL2202  PID         -  BL2202
 BL2202  STATE/COUNTY-  TX/MONTGOMERY
 BL2202  USGS QUAD   -  OUTLAW POND (1979)
 BL2202
 BL2202                         *CURRENT SURVEY CONTROL
 BL2202  ___________________________________________________________________
 BL2202* NAD 83(1993)-  30 13 14.02028(N)    095 21 37.34407(W)     ADJUSTED  
 BL2202* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 BL2202  ___________________________________________________________________
 BL2202  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BL2202  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL2202
 BL2202  HORZ ORDER  -  FIRST
 BL2202
 BL2202.The horizontal coordinates were established by classical geodetic methods
 BL2202.and adjusted by the National Geodetic Survey in February 1996..
 BL2202
 BL2202.The orthometric height was scaled from a topographic map.
 BL2202
 BL2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2202
 BL2202.The geoid height was determined by GEOID03.
 BL2202
 BL2202;                    North         East     Units Scale Factor Converg.
 BL2202;SPC TX C     - 3,072,102.588 1,178,585.861   MT  0.99997389   +2 33 40.9
 BL2202;SPC TX C     -10,079,056.57  3,866,743.78   sFT  0.99997389   +2 33 40.9
 BL2202;SPC TXSC     - 4,270,029.861   950,332.171   MT  0.99998247   +1 46 59.2
 BL2202;SPC TXSC     -14,009,256.30  3,117,881.46   sFT  0.99998247   +1 46 59.2
 BL2202;UTM  15      - 3,345,581.889   272,820.622   MT  1.00023677   -1 11 18.8
 BL2202
 BL2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2202!SPC TX C     -   1.00000010  x   0.99997389  =   0.99997399
 BL2202!SPC TXSC     -   1.00000010  x   0.99998247  =   0.99998257
 BL2202!UTM  15      -   1.00000010  x   1.00023677  =   1.00023687
 BL2202
 BL2202|---------------------------------------------------------------------|
 BL2202| PID    Reference Object                     Distance      Geod. Az  |
 BL2202|                                                           dddmmss.s |
 BL2202| CV8450 SUN RM 2                             32.884 METERS 11712     |
 BL2202| CV8448 SUN AZ MK                                          1590038.2 |
 BL2202| CV8449 SUN RM 1                             31.364 METERS 19821     |
 BL2202|---------------------------------------------------------------------|
 BL2202
 BL2202                          SUPERSEDED SURVEY CONTROL
 BL2202
 BL2202  NAD 83(1986)-  30 13 14.03445(N)    095 21 37.32723(W) AD(       ) 1
 BL2202  NAD 27      -  30 13 13.26142(N)    095 21 36.55560(W) AD(       ) 1
 BL2202
 BL2202.Superseded values are not recommended for survey control.
 BL2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2202.See file dsdata.txt to determine how the superseded data were derived.
 BL2202
 BL2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7282145582(NAD 83)
 BL2202_MARKER: DS = TRIANGULATION STATION DISK
 BL2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2202
 BL2202  HISTORY     - Date     Condition        Report By
 BL2202  HISTORY     - 1942     MONUMENTED       CGS
 BL2202  HISTORY     - 1951     GOOD             CGS
 BL2202
 BL2202                          STATION DESCRIPTION
 BL2202
 BL2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2202'STATION IS LOCATED ABOUT 10 MILES SE OF CONROE NEAR THE
 BL2202'NW EDGE OF A CAMP OF THE SUN OIL COMPANY, A GROUP OF GRAY
 BL2202'FRAME BUILDINGS.  IT IS 130 FEET NNE OF THE NE CORNER OF THE
 BL2202'SUN OIL COMPANY WAREHOUSE NO. 1, 125 FEET W OF THE CENTER
 BL2202'LINE OF A MACADAM ROAD AND 5 FEET W OF A WHITE REFERENCE
 BL2202'POST.  IT IS STAMPED SUN 1942 AND PROJECTS 3 INCHES.
 BL2202'
 BL2202'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2202'BRONZE DISKS SET IN CONCRETE.
 BL2202'
 BL2202'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 69 FEET N OF THE
 BL2202'NE CORNER OF WAREHOUSE NO. 1, AND 30 FEET N OF A TRANSFORMER
 BL2202'HIGHLINE POLE.  IT IS STAMPED SUN NO. 1 1942 AND PROJECTS
 BL2202'4 INCHES.
 BL2202'
 BL2202'REFERENCE MARK NO. 2 IS SE OF THE STATION, 65 FEET N OF THE
 BL2202'CENTER LINE OF A DIRT DRIVEWAY, 45 FEET W OF THE CENTER LINE
 BL2202'OF THE MACADAM ROAD, AND 2 FEET W OF A HIGH-LINE POLE.  IT
 BL2202'IS STAMPED SUN NO. 2 1942 AND PROJECTS 3 INCHES.
 BL2202'
 BL2202'THE AZIMUTH MARK IS SSE OF THE STATION, 88 FEET S OF THE
 BL2202'CENTER LINE OF A T-ROAD INTERSECTION, 47 FEET E OF THE CENTER
 BL2202'LINE OF THE MACADAM ROAD, AND 4.4 FEET NW OF A WHITE REFERENCE
 BL2202'POST.  IT IS STAMPED SUN 1942 AND PROJECTS 6 INCHES.
 BL2202'
 BL2202'TO REACH THE STATION FROM THE NE CORNER OF THE SQUARE IN
 BL2202'CONROE GO E ON STATE HIGHWAY 105 FOR 1.4 MILES TO A MACADAM
 BL2202'ROAD ON THE RIGHT (RAILROAD SIGN, BUTLERBURG), TURN RIGHT (SE)
 BL2202'FOR 8.5 MILES TO THE STATION ON THE RIGHT.  TO REACH THE
 BL2202'AZIMUTH MARK CONTINUE AHEAD FOR 0.25 MILE TO THE MARK ON
 BL2202'THE LEFT.
 BL2202'
 BL2202'A 90-FOOT SIGNAL AT HORCO IS VISIBLE AT 77 FEET.
 BL2202'
 BL2202'A 100-FOOT SIGNAL AT ASHE IS VISIBLE AT 90 FEET.
 BL2202'
 BL2202'A 90-FOOT SIGNAL AT PORTER IS VISIBLE AT 90 FEET.
 BL2202'
 BL2202'A 110-FOOT SIGNAL AT DORA IS VISIBLE AT 90 FEET.
 BL2202'
 BL2202'A 77-FOOT SIGNAL AT SPRING IS VISIBLE AT 90 FEET.
 BL2202
 BL2202                          STATION RECOVERY (1951)
 BL2202
 BL2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 BL2202'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BL2202'THE DESCRIPTION IS ADEQUATE TO REACH STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5717 ***********************************************************************
 AW5717  DESIGNATION -  SUN OIL CO NW TWIN STACK
 AW5717  PID         -  AW5717
 AW5717  STATE/COUNTY-  TX/JEFFERSON
 AW5717  USGS QUAD   -  PORT ACRES (1993)
 AW5717
 AW5717                         *CURRENT SURVEY CONTROL
 AW5717  ___________________________________________________________________
 AW5717* NAD 83(1993)-  29 59 22.31049(N)    094 00 14.13275(W)     ADJUSTED  
 AW5717* NAVD 88     -                                                        
 AW5717  ___________________________________________________________________
 AW5717  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW5717  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW5717
 AW5717  HORZ ORDER  -  THIRD
 AW5717
 AW5717.The horizontal coordinates were established by classical geodetic methods
 AW5717.and adjusted by the National Geodetic Survey in February 1996..
 AW5717
 AW5717
 AW5717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5717
 AW5717.The geoid height was determined by GEOID03.
 AW5717
 AW5717;                    North         East     Units Scale Factor Converg.
 AW5717;SPC TXSC     - 4,249,263.829 1,081,922.046   MT  0.99992833   +2 26 51.5
 AW5717;SPC TXSC     -13,941,126.41  3,549,605.91   sFT  0.99992833   +2 26 51.5
 AW5717;SPC TX C     - 3,053,164.196 1,310,457.789   MT  1.00003636   +3 15 36.1
 AW5717;SPC TX C     -10,016,922.87  4,299,393.60   sFT  1.00003636   +3 15 36.1
 AW5717;UTM  15      - 3,318,049.361   403,161.024   MT  0.99971570   -0 30 06.6
 AW5717
 AW5717                          SUPERSEDED SURVEY CONTROL
 AW5717
 AW5717  NAD 83(1993)-  29 59 22.30995(N)    094 00 14.13276(W) AD(       ) 4
 AW5717  NAD 83(1986)-  29 59 22.32871(N)    094 00 14.11452(W) AD(       ) 4
 AW5717  NAD 27      -  29 59 21.56000(N)    094 00 13.49000(W) AD(       ) 3
 AW5717
 AW5717.Superseded values are not recommended for survey control.
 AW5717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5717.See file dsdata.txt to determine how the superseded data were derived.
 AW5717
 AW5717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0316118049(NAD 83)
 AW5717_MARKER: 63 = STACK
 AW5717
 AW5717  HISTORY     - Date     Condition        Report By
 AW5717  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5717  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5717  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 AW5717  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 AW5717  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW5717  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW5717  HISTORY     - 20020806 MARK NOT FOUND   USPSQD
 AW5717
 AW5717                          STATION DESCRIPTION
 AW5717
 AW5717'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AW5717'STATIONS ARE THE TWIN STEEL STACKS OF THE PUMPING STATION OF THE
 AW5717'PLANT AT SUN, ABOUT 1 MILE NW OF NEDERLAND.  STACKS ARE LOCATED
 AW5717'ON THE STATION AND ARE PAINTED ALUMINUM WITH A BLACK BAND ON THE
 AW5717'TOP.
 AW5717
 AW5717                          STATION RECOVERY (1960)
 AW5717
 AW5717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AW5717'STATIONS DESTROYED.  INQUIRY AT THE SUN OIL COMPANY REVEALED
 AW5717'THAT THE PUMPING STATION AND THE TWIN STACKS WERE DESTROYED LONG
 AW5717'AGO.
 AW5717
 AW5717                          STATION RECOVERY (1995)
 AW5717
 AW5717'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5717'MARK NOT FOUND.
 AW5717
 AW5717                          STATION RECOVERY (1999)
 AW5717
 AW5717'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5717'MARK NOT FOUND.
 AW5717
 AW5717                          STATION RECOVERY (2001)
 AW5717
 AW5717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5717'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5717
 AW5717                          STATION RECOVERY (2001)
 AW5717
 AW5717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5717'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5717
 AW5717                          STATION RECOVERY (2002)
 AW5717
 AW5717'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW5717'PUMP STATION AND TWIN STACKS ARE GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5718 ***********************************************************************
 AW5718  DESIGNATION -  SUN OIL CO SE TWIN STACK
 AW5718  PID         -  AW5718
 AW5718  STATE/COUNTY-  TX/JEFFERSON
 AW5718  USGS QUAD   -  PORT ACRES (1993)
 AW5718
 AW5718                         *CURRENT SURVEY CONTROL
 AW5718  ___________________________________________________________________
 AW5718* NAD 83(1993)-  29 59 22.25459(N)    094 00 14.06591(W)     ADJUSTED  
 AW5718* NAVD 88     -                                                        
 AW5718  ___________________________________________________________________
 AW5718  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW5718  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW5718
 AW5718  HORZ ORDER  -  THIRD
 AW5718
 AW5718.The horizontal coordinates were established by classical geodetic methods
 AW5718.and adjusted by the National Geodetic Survey in February 1996..
 AW5718
 AW5718
 AW5718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5718
 AW5718.The geoid height was determined by GEOID03.
 AW5718
 AW5718;                    North         East     Units Scale Factor Converg.
 AW5718;SPC TXSC     - 4,249,262.186 1,081,923.910   MT  0.99992833   +2 26 51.5
 AW5718;SPC TXSC     -13,941,121.02  3,549,612.03   sFT  0.99992833   +2 26 51.5
 AW5718;SPC TX C     - 3,053,162.579 1,310,459.676   MT  1.00003637   +3 15 36.1
 AW5718;SPC TX C     -10,016,917.56  4,299,399.79   sFT  1.00003637   +3 15 36.1
 AW5718;UTM  15      - 3,318,047.625   403,162.800   MT  0.99971569   -0 30 06.6
 AW5718
 AW5718                          SUPERSEDED SURVEY CONTROL
 AW5718
 AW5718  NAD 83(1993)-  29 59 22.25405(N)    094 00 14.06591(W) AD(       ) 4
 AW5718  NAD 83(1986)-  29 59 22.27282(N)    094 00 14.04768(W) AD(       ) 4
 AW5718  NAD 27      -  29 59 21.50000(N)    094 00 13.42000(W) AD(       ) 3
 AW5718
 AW5718.Superseded values are not recommended for survey control.
 AW5718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5718.See file dsdata.txt to determine how the superseded data were derived.
 AW5718
 AW5718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0316318048(NAD 83)
 AW5718_MARKER: 63 = STACK
 AW5718
 AW5718  HISTORY     - Date     Condition        Report By
 AW5718  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5718  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 AW5718  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 AW5718  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW5718  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW5718  HISTORY     - 20020806 MARK NOT FOUND   USPSQD
 AW5718
 AW5718                          STATION DESCRIPTION
 AW5718
 AW5718'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AW5718'COMPUTED FROM STATIONS DUMP, PORT
 AW5718
 AW5718                          STATION RECOVERY (1995)
 AW5718
 AW5718'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5718'MARK NOT FOUND.
 AW5718
 AW5718                          STATION RECOVERY (1999)
 AW5718
 AW5718'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5718'MARK NOT FOUND.
 AW5718
 AW5718                          STATION RECOVERY (2001)
 AW5718
 AW5718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5718'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5718
 AW5718                          STATION RECOVERY (2001)
 AW5718
 AW5718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5718'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5718
 AW5718                          STATION RECOVERY (2002)
 AW5718
 AW5718'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW5718'PUMP STATION AND TWIN STACKS ARE GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3226 ***********************************************************************
 BK3226  DESIGNATION -  SUN OIL COMPANY STEEL STACK
 BK3226  PID         -  BK3226
 BK3226  STATE/COUNTY-  TX/JEFFERSON
 BK3226  USGS QUAD   -  TERRY (1974)
 BK3226
 BK3226                         *CURRENT SURVEY CONTROL
 BK3226  ___________________________________________________________________
 BK3226* NAD 83(1993)-  30 00 26.00963(N)    093 58 48.10850(W)     ADJUSTED  
 BK3226* NAVD 88     -                                                        
 BK3226  ___________________________________________________________________
 BK3226  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BK3226  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK3226
 BK3226  HORZ ORDER  -  THIRD
 BK3226
 BK3226.The horizontal coordinates were established by classical geodetic methods
 BK3226.and adjusted by the National Geodetic Survey in February 1996..
 BK3226
 BK3226
 BK3226.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3226
 BK3226.The geoid height was determined by GEOID03.
 BK3226
 BK3226;                    North         East     Units Scale Factor Converg.
 BK3226;SPC TXSC     - 4,251,322.033 1,084,141.449   MT  0.99993190   +2 27 33.6
 BK3226;SPC TXSC     -13,947,879.04  3,556,887.40   sFT  0.99993190   +2 27 33.6
 BK3226;SPC TX C     - 3,055,253.888 1,312,648.003   MT  1.00003101   +3 16 20.4
 BK3226;SPC TX C     -10,023,778.80  4,306,579.32   sFT  1.00003101   +3 16 20.4
 BK3226;UTM  15      - 3,319,990.216   405,482.888   MT  0.99971022   -0 29 24.6
 BK3226
 BK3226                          SUPERSEDED SURVEY CONTROL
 BK3226
 BK3226  NAD 83(1993)-  30 00 26.00912(N)    093 58 48.10848(W) AD(       ) 4
 BK3226  NAD 83(1986)-  30 00 26.02761(N)    093 58 48.09081(W) AD(       ) 4
 BK3226  NAD 27      -  30 00 25.26000(N)    093 58 47.46500(W) AD(       ) 3
 BK3226
 BK3226.Superseded values are not recommended for survey control.
 BK3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3226.See file dsdata.txt to determine how the superseded data were derived.
 BK3226
 BK3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0548319990(NAD 83)
 BK3226_MARKER: 63 = STACK
 BK3226
 BK3226  HISTORY     - Date     Condition        Report By
 BK3226  HISTORY     - 1933     FIRST OBSERVED   CGS
 BK3226  HISTORY     - 19991109 MARK NOT FOUND   USPSQD
 BK3226  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK3226  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK3226
 BK3226                          STATION DESCRIPTION
 BK3226
 BK3226'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BK3226'STATION IS CENTER OF THE TOP OF THE STEEL STACK OF THE PUMPING
 BK3226'PLANT OF THE SUN OIL COMPANY, LOCATED ON THE NECHES RIVER E OF
 BK3226'THE SUN LOADING DOCK.  STACK IS PAINTED AN ALUMINUM COLOR
 BK3226'WITH BLACK BAND AT TOP AND IS CONNECTED TO BOILERHOUSE 2.
 BK3226
 BK3226                          STATION RECOVERY (1999)
 BK3226
 BK3226'RECOVERY NOTE BY US POWER SQUADRON 1999
 BK3226'MARK NOT FOUND.
 BK3226
 BK3226                          STATION RECOVERY (2001)
 BK3226
 BK3226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3226'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BK3226
 BK3226                          STATION RECOVERY (2001)
 BK3226
 BK3226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BK3226'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5720 ***********************************************************************
 AW5720  DESIGNATION -  SUN USE 1911
 AW5720  PID         -  AW5720
 AW5720  STATE/COUNTY-  TX/JEFFERSON
 AW5720  USGS QUAD   -  PORT ACRES (1993)
 AW5720
 AW5720                         *CURRENT SURVEY CONTROL
 AW5720  ___________________________________________________________________
 AW5720* NAD 83(1993)-  29 59 33.54840(N)    094 00 23.34619(W)     ADJUSTED  
 AW5720* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AW5720  ___________________________________________________________________
 AW5720  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW5720  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW5720
 AW5720  HORZ ORDER  -  SECOND
 AW5720
 AW5720.The horizontal coordinates were established by classical geodetic methods
 AW5720.and adjusted by the National Geodetic Survey in February 1996..
 AW5720
 AW5720.The orthometric height was scaled from a topographic map.
 AW5720
 AW5720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5720
 AW5720.The geoid height was determined by GEOID03.
 AW5720
 AW5720;                    North         East     Units Scale Factor Converg.
 AW5720;SPC TXSC     - 4,249,598.986 1,081,660.557   MT  0.99992895   +2 26 47.0
 AW5720;SPC TXSC     -13,942,226.01  3,548,748.01   sFT  0.99992895   +2 26 47.0
 AW5720;SPC TX C     - 3,053,495.648 1,310,191.546   MT  1.00003541   +3 15 31.3
 AW5720;SPC TX C     -10,018,010.31  4,298,520.10   sFT  1.00003541   +3 15 31.3
 AW5720;UTM  15      - 3,318,397.456   402,917.179   MT  0.99971628   -0 30 11.4
 AW5720
 AW5720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5720!SPC TXSC     -   1.00000351  x   0.99992895  =   0.99993246
 AW5720!SPC TX C     -   1.00000351  x   1.00003541  =   1.00003892
 AW5720!UTM  15      -   1.00000351  x   0.99971628  =   0.99971979
 AW5720
 AW5720                          SUPERSEDED SURVEY CONTROL
 AW5720
 AW5720  NAD 83(1993)-  29 59 33.54785(N)    094 00 23.34619(W) AD(       ) 2
 AW5720  NAD 83(1986)-  29 59 33.56644(N)    094 00 23.32795(W) AD(       ) 2
 AW5720  NAD 27      -  29 59 32.79800(N)    094 00 22.69800(W) AD(       ) 2
 AW5720
 AW5720.Superseded values are not recommended for survey control.
 AW5720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5720.See file dsdata.txt to determine how the superseded data were derived.
 AW5720
 AW5720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0291718397(NAD 83)
 AW5720_MARKER: Z = SEE DESCRIPTION
 AW5720_SETTING: 0 = UNSPECIFIED SETTING
 AW5720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5720
 AW5720  HISTORY     - Date     Condition        Report By
 AW5720  HISTORY     - 1911     MONUMENTED       USE
 AW5720  HISTORY     - 1933     GOOD             CGS
 AW5720  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AW5720  HISTORY     - 1963     MARK NOT FOUND   CGS
 AW5720  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 AW5720  HISTORY     - 19991109 MARK NOT FOUND   USPSQD
 AW5720  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW5720  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW5720  HISTORY     - 20020806 MARK NOT FOUND   USPSQD
 AW5720
 AW5720                          STATION DESCRIPTION
 AW5720
 AW5720'DESCRIBED BY US ENGINEERS 1911
 AW5720'NEAR THE NW CORNER OF THE SUN OIL COMPANY TANK FIELD, ON THE
 AW5720'KANSAS CITY SOUTHERN RAILWAY, ABOUT 1 MILE ABOVE NEDERLAND, 300
 AW5720'METERS E OF THE PORT ARTHUR-BEAUMONT ROAD, AND JUST W OF THE
 AW5720'MARSH LINE.
 AW5720'
 AW5720'STATION MARK IS A 3-INCH GALVANIZED-IRON PIPE, 4.5 FEET LONG,
 AW5720'WITH A FLANGE AT THE BOTTOM, FILLED WITH AND SET IN CONCRETE,
 AW5720'AND PROJECTING 0.9 FOOT ABOVE THE GROUND.
 AW5720'
 AW5720'THE FOLLOWING DISTANCES AND BEARINGS ARE GIVEN--THE SE ONE OF A
 AW5720'SET OF FOUR UNDERGROUND TANKS, 6.06 METERS, S 46 DEG 00 MIN W.
 AW5720'WILLOW TREE, 10 INCHES IN DIAMETER, MARKED WITH A CROSS 3 FEET
 AW5720'ABOVE THE GROUND, 30.42 METERS, N 11 DEG 46 MIN E.  CHINA BALL
 AW5720'TREE, 8 INCHES IN DIAMETER, MARKED WITH A CROSS 3 FEET ABOVE THE
 AW5720'GROUND, 24.32 METERS, N 56 DEG 10 MIN E.
 AW5720
 AW5720                          STATION RECOVERY (1933)
 AW5720
 AW5720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AW5720'STATION RECOVERED AS DESCRIBED IN 1911.  STATION MARK IN VERY
 AW5720'GOOD CONDITION.  TOPOGRAPHY HAS CHANGED SO NEW DESCRIPTION
 AW5720'IS SUBMITTED.
 AW5720'
 AW5720'LOCATED IN THE EARTH TANK FARM OF THE SUN OIL COMPANY AT SUN,
 AW5720'ABOUT 5 METERS NE OF THE NE SIDE OF THE MOST N OIL TANK (EARTH)
 AW5720'IN THE FARM, AND AT THE EDGE OF THE EMBANKMENT WHICH FORMS THE
 AW5720'SIDE OF THE TANK.  STATION IS ABOUT 25 FEET ABOVE THE LEVEL OF
 AW5720'THE MARSH.
 AW5720'
 AW5720'STATION SUNOCO IS 166.071 METERS DISTANT S 48 DEG W.
 AW5720
 AW5720                          STATION RECOVERY (1960)
 AW5720
 AW5720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AW5720'STATION DESTROYED.  THE IRON PIPE AND CONCRETE FOUNDATION WERE
 AW5720'FOUND LAYING ON THE GROUND.
 AW5720
 AW5720                          STATION RECOVERY (1963)
 AW5720
 AW5720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AW5720'STATION DESTROYED.  THE STATION MARK A 3-INCH GALVANIZED IRON
 AW5720'PIPE FILLED WITH CONCRETE WHICH HAD BEEN SET IN CONCRETE WAS
 AW5720'FOUND LAYING ON TOP OF THE GROUND.
 AW5720
 AW5720                          STATION RECOVERY (1995)
 AW5720
 AW5720'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5720'MARK NOT FOUND.
 AW5720
 AW5720                          STATION RECOVERY (1999)
 AW5720
 AW5720'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5720'MARK NOT FOUND.
 AW5720
 AW5720                          STATION RECOVERY (2001)
 AW5720
 AW5720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5720'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5720
 AW5720                          STATION RECOVERY (2001)
 AW5720
 AW5720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5720'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5720
 AW5720                          STATION RECOVERY (2002)
 AW5720
 AW5720'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW5720'TANKS ARE GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7120 ***********************************************************************
 AW7120  DESIGNATION -  SUNK
 AW7120  PID         -  AW7120
 AW7120  STATE/COUNTY-  TX/HARRIS
 AW7120  USGS QUAD   -  HIGHLANDS (1995)
 AW7120
 AW7120                         *CURRENT SURVEY CONTROL
 AW7120  ___________________________________________________________________
 AW7120* NAD 83(1993)-  29 45 24.88053(N)    095 02 57.45296(W)     ADJUSTED  
 AW7120* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 AW7120  ___________________________________________________________________
 AW7120  X           -    -487,736.580 (meters)                     COMP
 AW7120  Y           -  -5,520,152.796 (meters)                     COMP
 AW7120  Z           -   3,146,996.139 (meters)                     COMP
 AW7120  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AW7120  ELLIP HEIGHT-         -25.68  (meters)          (09/30/02) GPS OBS
 AW7120  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW7120
 AW7120  HORZ ORDER  -  SECOND
 AW7120  ELLP ORDER  -  FIFTH     CLASS I
 AW7120
 AW7120.The horizontal coordinates were established by GPS observations
 AW7120.and adjusted by the National Geodetic Survey in February 1996..
 AW7120
 AW7120.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7120
 AW7120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7120
 AW7120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7120
 AW7120.The ellipsoidal height was determined by GPS observations
 AW7120.and is referenced to NAD 83.
 AW7120
 AW7120.The geoid height was determined by GEOID03.
 AW7120
 AW7120;                    North         East     Units Scale Factor Converg.
 AW7120;SPC TXSC     - 4,219,637.759   982,000.083   MT  0.99989027   +1 56 07.8
 AW7120;SPC TXSC     -13,843,928.21  3,221,778.61   sFT  0.99989027   +1 56 07.8
 AW7120;UTM  15      - 3,293,608.899   301,848.958   MT  1.00008447   -1 01 02.8
 AW7120
 AW7120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7120!SPC TXSC     -   1.00000403  x   0.99989027  =   0.99989430
 AW7120!UTM  15      -   1.00000403  x   1.00008447  =   1.00008850
 AW7120
 AW7120                          SUPERSEDED SURVEY CONTROL
 AW7120
 AW7120  ELLIP H (02/16/96)  -25.72   (m)                       GP(       ) 5 1
 AW7120  NAD 83(1986)-  29 45 24.89515(N)    095 02 57.43472(W) AD(       ) 2
 AW7120  NGVD 29 (12/08/93)    1.6    (m)            5.     (f) GPS OBS        
 AW7120
 AW7120.Superseded values are not recommended for survey control.
 AW7120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7120.See file dsdata.txt to determine how the superseded data were derived.
 AW7120
 AW7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0184993609(NAD 83)
 AW7120_MARKER: DD = SURVEY DISK
 AW7120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7120_SP_SET: CONCRETE POST
 AW7120_STAMPING: SUNK 1993
 AW7120_MARK LOGO: NOS   
 AW7120_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7120+STABILITY: SURFACE MOTION
 AW7120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7120+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AW7120
 AW7120  HISTORY     - Date     Condition        Report By
 AW7120  HISTORY     - 1993     MONUMENTED       NOS
 AW7120
 AW7120                          STATION DESCRIPTION
 AW7120
 AW7120'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AW7120'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) EAST OF HOUSTON IN THE
 AW7120'NORTHWEST PART OF THE CITY OF BAYTOWN IN A TRAFFIC ISLAND FORMED AT
 AW7120'THE JUNCTION OF BAYSHORE AND BROWNWOOD DRIVES NEAR THE SHORE END OF A
 AW7120'NARROW PENINSULA WHICH DIVIDES BURNETT AND CRYSTAL BAYS EAST OF THE
 AW7120'SAN JACINTO RIVER AND HOUSTON SHIP CHANNEL.  TO REACH THE STATION
 AW7120'FROM THE JUNCTION OF BAYWAY DRIVE AND DECKER DRIVE (ROUTE 330) ON THE
 AW7120'NORTHWEST SIDE OF BAYTOWN, GO SOUTH ON BAYWAY DRIVE FOR 1.45 MI
 AW7120'(2.33 KM) TO THE JUNCTION WITH SHRECK STREET JUST BEYOND A CURVE
 AW7120'RIGHT, TURN RIGHT ON SHRECK STREET AND PROCEED IN A WESTERLY
 AW7120'DIRECTION FOR 0.75 MI (1.21 KM) TO A T INTERSECTION AT BROWNWOOD
 AW7120'DRIVE, TURN RIGHT AND CONTINUE IN A WESTERLY DIRECTION FOR 0.45 MI
 AW7120'(0.72 KM) TO A TRAFFIC ISLAND AT A FORK IN THE ROAD AND THE STATION
 AW7120'IN THE APPROXIMATE CENTER OF THE ISLAND.  THE STATION IS AN NOS
 AW7120'ALUMINUM DISK WITH A BAR MAGNET UNDER ITS CAP AND ATTACHED TO AN
 AW7120'ALUMINUM ROD DRIVEN 1.2 M (3.9 FT) INTO THE GROUND AND SURROUNDED BY
 AW7120'A ROUND CONCRETE MONUMENT.  THE MARK IS ON LINE BETWEEN THE SAN
 AW7120'JACINTO MONUMENT AND A SIX LEGGED BLUE HEMISPHERICAL TOP AND BOTTOM
 AW7120'WATER TANK ON THE NORTHWEST SIDE OF BAYTOWN.  IT IS 41 M (134.5 FT)
 AW7120'WEST OF THE EAST POINT OF THE TRIANGULAR TRAFFIC ISLAND, 52 M
 AW7120'(170.6 FT) NORTH OF THE CENTERLINE OF AN AQUEDUCT UNDER BAYSHORE
 AW7120'DRIVE, 33 M (108.3 FT) NORTH OF THE SOUTH POINT OF THE TRIANGULAR
 AW7120'TRAFFIC ISLAND, 33 M (108.3 FT) SOUTHEAST OF THE WEST POINT OF THE
 AW7120'TRAFFIC ISLAND, 28 M (91.9 FT) SOUTH OF THE NADIR WIRE OF AN OVERHEAD
 AW7120'POWER TRANSMISSION LINE AND 14.5 M (47.6 FT) SOUTH OF THE SOUTH EDGE
 AW7120'OF THE EAST-WEST ROAD (BROWNWOOD DRIVE).  THE MARK PROJECTS 0.05 M
 AW7120'(0.16 FT) ABOVE GROUND LEVEL. DESCRIBED BY CSM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5724 ***********************************************************************
 AW5724  DESIGNATION -  SUNOCO
 AW5724  PID         -  AW5724
 AW5724  STATE/COUNTY-  TX/JEFFERSON
 AW5724  USGS QUAD   -  PORT ACRES (1993)
 AW5724
 AW5724                         *CURRENT SURVEY CONTROL
 AW5724  ___________________________________________________________________
 AW5724* NAD 83(1993)-  29 59 29.91179(N)    094 00 27.92162(W)     ADJUSTED  
 AW5724* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW5724  ___________________________________________________________________
 AW5724  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW5724  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW5724
 AW5724  HORZ ORDER  -  SECOND
 AW5724
 AW5724.The horizontal coordinates were established by classical geodetic methods
 AW5724.and adjusted by the National Geodetic Survey in February 1996..
 AW5724
 AW5724.The orthometric height was scaled from a topographic map.
 AW5724
 AW5724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5724
 AW5724.The geoid height was determined by GEOID03.
 AW5724
 AW5724;                    North         East     Units Scale Factor Converg.
 AW5724;SPC TXSC     - 4,249,481.883 1,081,542.818   MT  0.99992875   +2 26 44.7
 AW5724;SPC TXSC     -13,941,841.81  3,548,361.73   sFT  0.99992875   +2 26 44.7
 AW5724;SPC TX C     - 3,053,376.875 1,310,075.466   MT  1.00003572   +3 15 29.0
 AW5724;SPC TX C     -10,017,620.63  4,298,139.26   sFT  1.00003572   +3 15 29.0
 AW5724;UTM  15      - 3,318,286.590   402,793.596   MT  0.99971658   -0 30 13.6
 AW5724
 AW5724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5724!SPC TXSC     -   1.00000336  x   0.99992875  =   0.99993211
 AW5724!SPC TX C     -   1.00000336  x   1.00003572  =   1.00003908
 AW5724!UTM  15      -   1.00000336  x   0.99971658  =   0.99971994
 AW5724
 AW5724:                Primary Azimuth Mark                     Grid Az
 AW5724:SPC TXSC     -  DUMP                                     004 13 32.1
 AW5724:SPC TX C     -  DUMP                                     003 24 47.8
 AW5724:UTM  15      -  DUMP                                     007 10 30.4
 AW5724
 AW5724|---------------------------------------------------------------------|
 AW5724| PID    Reference Object                     Distance      Geod. Az  |
 AW5724|                                                           dddmmss.s |
 AW5724| BL2061 DUMP                                APPROX. 4.6 KM 0064016.8 |
 AW5724| CV9446 SUNOCO RM 1                          33.388 METERS 04123     |
 AW5724| AW5720 SUN USE 1911                        166.072 METERS 04736     |
 AW5724| CV9447 SUNOCO RM 2                          49.260 METERS 13639     |
 AW5724| BL2063 MC FADDIN USE                       APPROX. 4.2 KM 3203351.8 |
 AW5724|---------------------------------------------------------------------|
 AW5724
 AW5724                          SUPERSEDED SURVEY CONTROL
 AW5724
 AW5724  NAD 83(1993)-  29 59 29.91124(N)    094 00 27.92162(W) AD(       ) 2
 AW5724  NAD 83(1986)-  29 59 29.92984(N)    094 00 27.90336(W) AD(       ) 2
 AW5724  NAD 27      -  29 59 29.16100(N)    094 00 27.27300(W) AD(       ) 2
 AW5724
 AW5724.Superseded values are not recommended for survey control.
 AW5724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5724.See file dsdata.txt to determine how the superseded data were derived.
 AW5724
 AW5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0279418287(NAD 83)
 AW5724_MARKER: DS = TRIANGULATION STATION DISK
 AW5724_SETTING: 0 = UNSPECIFIED SETTING
 AW5724
 AW5724  HISTORY     - Date     Condition        Report By
 AW5724  HISTORY     - 1933     MONUMENTED       CGS
 AW5724  HISTORY     - 1957     SEE DESCRIPTION  USGS
 AW5724  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5724  HISTORY     - 1963     MARK NOT FOUND   CGS
 AW5724  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 AW5724  HISTORY     - 19991109 MARK NOT FOUND   USPSQD
 AW5724  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW5724  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW5724  HISTORY     - 20020806 MARK NOT FOUND   USPSQD
 AW5724
 AW5724                          STATION DESCRIPTION
 AW5724
 AW5724'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AW5724'LOCATED IN THE EARTH TANK FARM OF THE SUN OIL COMPANY AT
 AW5724'SUN, TEXAS, 10 METERS W OF THE W CORNER OF THE NW OIL TANK
 AW5724'(EARTH), ON GOOD GROUND ABOUT 10 FEET ABOVE LEVEL OF SURROUNDING
 AW5724'COUNTRY.  IT IS 39 METERS NE OF THE KANSAS CITY SOUTHERN
 AW5724'RAILWAY TO PORT ARTHUR AND 103 METERS NE OF THE BEAUMONT-PORT
 AW5724'ARTHUR HIGHWAY.
 AW5724'
 AW5724'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER
 AW5724'OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.
 AW5724'
 AW5724'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE CAST AROUND
 AW5724'2- BY 4-INCH STAKES.  REFERENCE MARK 1 IS TO THE NE (8 METERS)
 AW5724'FROM THE SIDE OF THE TANK.  REFERENCE MARK 2 IS TO THE SE
 AW5724'(8 METERS) FROM THE SIDE OF THE TANK.
 AW5724'
 AW5724'A 30-FOOT SIGNAL WAS ERECTED WHICH WAS OF SUFFICIENT HEIGHT
 AW5724'FOR ALL STATIONS EXCEPT RANCH WHERE SOME CLEARING WAS NECESSARY
 AW5724'NEAR THE STATION.  DUMP, RIVER, AND STATION 7+00 (U.S.E.)
 AW5724'ARE ALL VISIBLE FROM THE GROUND.
 AW5724
 AW5724                          STATION RECOVERY (1957)
 AW5724
 AW5724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AW5724'TOP 3 INCHES OF POST BROKEN OFF.  REFERENCE MARK NO. 1 FOUND.
 AW5724'REFERENCE MARK NO. 2 NOT FOUND.
 AW5724
 AW5724                          STATION RECOVERY (1960)
 AW5724
 AW5724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AW5724'STATION DESTROYED.  THE TOP OF THE CONCRETE POST HAS BEEN BROKEN
 AW5724'OFF.  THE STATION DISK, STILL EMBEDDED IN THE TOP OF THE CONCRETE
 AW5724'POST, WAS FOUND LAYING ON THE GROUND.
 AW5724'
 AW5724'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.
 AW5724'
 AW5724'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.  PART OF THE CONCRETE POST,
 AW5724'WITH THE DISK STILL ATTACHED, WAS FOUND LAYING ON THE GROUND.
 AW5724'
 AW5724'THE STATION DISK WAS DESTROYED BY THIS PARTY.
 AW5724
 AW5724                          STATION RECOVERY (1963)
 AW5724
 AW5724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AW5724'THE STATION IS DESTROYED.  THE STATION MARK AND REFERENCE MARK
 AW5724'NO. 2 WERE LOST WHEN THE GROUND WAS LEVELED TO THE SURROUNDING
 AW5724'AREA TO DESTROY THE EARTH OIL TANKS.  REFERENCE MARK NO. 1
 AW5724'WAS FOUND TO BE LOOSE IN THE GROUND.  IT WAS ON A MOUND OF DIRT
 AW5724'ABOUT 10 FEET ABOVE THE SURROUNDING AREA.  THE SUN OIL COMPANY
 AW5724'REQUESTED THAT THIS MARK BE MOVED TO CLEAR THE AREA FOR FUTURE
 AW5724'BUILDING.  REFERENCE MARK NO. 1 WAS DESTROYED AND THE DISK
 AW5724'SALVAGED BY THIS PARTY.
 AW5724
 AW5724                          STATION RECOVERY (1995)
 AW5724
 AW5724'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5724'MARK NOT FOUND.
 AW5724
 AW5724                          STATION RECOVERY (1999)
 AW5724
 AW5724'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5724'MARK NOT FOUND.
 AW5724
 AW5724                          STATION RECOVERY (2001)
 AW5724
 AW5724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5724'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5724
 AW5724                          STATION RECOVERY (2001)
 AW5724
 AW5724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5724'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5724
 AW5724                          STATION RECOVERY (2002)
 AW5724
 AW5724'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW5724'REFERENCED OIL TAMKS ARE GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0905 ***********************************************************************
 GK0905  DESIGNATION -  SUNRAY COOP GRAIN ELEVATOR
 GK0905  PID         -  GK0905
 GK0905  STATE/COUNTY-  TX/MOORE
 GK0905  USGS QUAD   -  SUNRAY (1972)
 GK0905
 GK0905                         *CURRENT SURVEY CONTROL
 GK0905  ___________________________________________________________________
 GK0905* NAD 83(1993)-  36 01 24.68866(N)    101 49 23.98394(W)     ADJUSTED  
 GK0905* NAVD 88     -                                                        
 GK0905  ___________________________________________________________________
 GK0905  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 GK0905  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 GK0905
 GK0905  HORZ ORDER  -  THIRD
 GK0905
 GK0905.The horizontal coordinates were established by classical geodetic methods
 GK0905.and adjusted by the National Geodetic Survey in February 1996..
 GK0905
 GK0905
 GK0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0905
 GK0905.The geoid height was determined by GEOID03.
 GK0905
 GK0905;                    North         East     Units Scale Factor Converg.
 GK0905;SPC TX N     - 1,224,536.310   170,857.162   MT  0.99996663   -0 11 14.6
 GK0905;SPC TX N     - 4,017,499.54    560,553.87   sFT  0.99996663   -0 11 14.6
 GK0905;UTM  14      - 3,990,245.952   245,583.671   MT  1.00039764   -1 39 40.8
 GK0905
 GK0905                          SUPERSEDED SURVEY CONTROL
 GK0905
 GK0905  NAD 83(1993)-  36 01 24.68831(N)    101 49 23.98386(W) AD(       ) 4
 GK0905  NAD 83(1986)-  36 01 24.69707(N)    101 49 23.97156(W) AD(       ) 4
 GK0905  NAD 27      -  36 01 24.56900(N)    101 49 22.35100(W) AD(       ) 3
 GK0905
 GK0905.Superseded values are not recommended for survey control.
 GK0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0905.See file dsdata.txt to determine how the superseded data were derived.
 GK0905
 GK0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4558490246(NAD 83)
 GK0905_MARKER: 65 = GRAIN ELEVATOR
 GK0905
 GK0905  HISTORY     - Date     Condition        Report By
 GK0905  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0905
 GK0905                          STATION DESCRIPTION
 GK0905
 GK0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0905'ELEVATOR IS LOCATED IN N PART OF SUNRAY.  ELEVATOR IS LARGE
 GK0905'CONCRETE STRUCTURE CONSISTING OF ABOUT 36 TANKS.  E SECTION
 GK0905'OF ABOUT 21 TANKS IS ABOUT 115 FT. HIGH AND W SECTION OF ABOUT
 GK0905'15 TANKS IS ABOUT 100 FT. HIGH WITH A 40 FT. HEADHOUSE ON TOP.
 GK0905'CENTER OF HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0908 ***********************************************************************
 GK0908  DESIGNATION -  SUNRAY KERR MC GEE OIL IND MST
 GK0908  PID         -  GK0908
 GK0908  STATE/COUNTY-  TX/MOORE
 GK0908  USGS QUAD   -  SUNRAY (1972)
 GK0908
 GK0908                         *CURRENT SURVEY CONTROL
 GK0908  ___________________________________________________________________
 GK0908* NAD 83(1993)-  36 01 01.42083(N)    101 49 16.81927(W)     ADJUSTED  
 GK0908* NAVD 88     -                                                        
 GK0908  ___________________________________________________________________
 GK0908  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 GK0908  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 GK0908
 GK0908  HORZ ORDER  -  THIRD
 GK0908
 GK0908.The horizontal coordinates were established by classical geodetic methods
 GK0908.and adjusted by the National Geodetic Survey in February 1996..
 GK0908
 GK0908
 GK0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0908
 GK0908.The geoid height was determined by GEOID03.
 GK0908
 GK0908;                    North         East     Units Scale Factor Converg.
 GK0908;SPC TX N     - 1,223,818.591   171,034.213   MT  0.99996544   -0 11 10.4
 GK0908;SPC TX N     - 4,015,144.83    561,134.75   sFT  0.99996544   -0 11 10.4
 GK0908;UTM  14      - 3,989,523.605   245,742.272   MT  1.00039664   -1 39 35.7
 GK0908
 GK0908                          SUPERSEDED SURVEY CONTROL
 GK0908
 GK0908  NAD 83(1993)-  36 01 01.42046(N)    101 49 16.81920(W) AD(       ) 4
 GK0908  NAD 83(1986)-  36 01 01.42917(N)    101 49 16.80689(W) AD(       ) 4
 GK0908  NAD 27      -  36 01 01.30100(N)    101 49 15.18800(W) AD(       ) 3
 GK0908
 GK0908.Superseded values are not recommended for survey control.
 GK0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0908.See file dsdata.txt to determine how the superseded data were derived.
 GK0908
 GK0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4574289524(NAD 83)
 GK0908_MARKER: 42 = RADIO/TV MAST
 GK0908
 GK0908  HISTORY     - Date     Condition        Report By
 GK0908  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0908
 GK0908                          STATION DESCRIPTION
 GK0908
 GK0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0908'THE MAST IS LOCATED IN THE SE. PART OF SUNRAY AND IS OWNED BY
 GK0908'THE KERR-MC GEE OIL INDUSTRIES INC.
 GK0908'
 GK0908'THE MAST IS OF STEEL CONSTRUCTION AND IS 150 FT HIGH WITH A
 GK0908'10 FT ANTENNA ON TOP.  THE CENTER OF THE MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0906 ***********************************************************************
 GK0906  DESIGNATION -  SUNRAY MUNICIPAL TANK
 GK0906  PID         -  GK0906
 GK0906  STATE/COUNTY-  TX/MOORE
 GK0906  USGS QUAD   -  SUNRAY (1972)
 GK0906
 GK0906                         *CURRENT SURVEY CONTROL
 GK0906  ___________________________________________________________________
 GK0906* NAD 83(1993)-  36 01 05.39548(N)    101 49 17.90186(W)     ADJUSTED  
 GK0906* NAVD 88     -                                                        
 GK0906  ___________________________________________________________________
 GK0906  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 GK0906  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 GK0906
 GK0906  HORZ ORDER  -  THIRD
 GK0906
 GK0906.The horizontal coordinates were established by classical geodetic methods
 GK0906.and adjusted by the National Geodetic Survey in February 1996..
 GK0906
 GK0906
 GK0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0906
 GK0906.The geoid height was determined by GEOID03.
 GK0906
 GK0906;                    North         East     Units Scale Factor Converg.
 GK0906;SPC TX N     - 1,223,941.181   171,007.504   MT  0.99996565   -0 11 11.0
 GK0906;SPC TX N     - 4,015,547.02    561,047.12   sFT  0.99996565   -0 11 11.0
 GK0906;UTM  14      - 3,989,646.895   245,718.715   MT  1.00039679   -1 39 36.5
 GK0906
 GK0906                          SUPERSEDED SURVEY CONTROL
 GK0906
 GK0906  NAD 83(1993)-  36 01 05.39510(N)    101 49 17.90178(W) AD(       ) 4
 GK0906  NAD 83(1986)-  36 01 05.40391(N)    101 49 17.88952(W) AD(       ) 4
 GK0906  NAD 27      -  36 01 05.27800(N)    101 49 16.27000(W) AD(       ) 3
 GK0906
 GK0906.Superseded values are not recommended for survey control.
 GK0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0906.See file dsdata.txt to determine how the superseded data were derived.
 GK0906
 GK0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4571989647(NAD 83)
 GK0906_MARKER: 53 = ELEVATED TANK
 GK0906
 GK0906  HISTORY     - Date     Condition        Report By
 GK0906  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0906
 GK0906                          STATION DESCRIPTION
 GK0906
 GK0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0906'THE TANK IS LOCATED IN SE PART OF SUNRAY.  TANK IS A STEEL TANK
 GK0906'MOUNTED ON TOP OF A 4 LEGGED STEEL STRUCTURE AND IS ABOUT
 GK0906'120 FT. HIGH.  THE BALL ON TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1865 ***********************************************************************
 FL1865  DESIGNATION -  SUNRAY NOR NATURAL GAS CO MAST
 FL1865  PID         -  FL1865
 FL1865  STATE/COUNTY-  TX/MOORE
 FL1865  USGS QUAD   -  DUMAS NE (1972)
 FL1865
 FL1865                         *CURRENT SURVEY CONTROL
 FL1865  ___________________________________________________________________
 FL1865* NAD 83(1993)-  35 58 33.00906(N)    101 49 29.42114(W)     ADJUSTED  
 FL1865* NAVD 88     -                                                        
 FL1865  ___________________________________________________________________
 FL1865  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 FL1865  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL1865
 FL1865  HORZ ORDER  -  THIRD
 FL1865
 FL1865.The horizontal coordinates were established by classical geodetic methods
 FL1865.and adjusted by the National Geodetic Survey in February 1996..
 FL1865
 FL1865
 FL1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1865
 FL1865.The geoid height was determined by GEOID03.
 FL1865
 FL1865;                    North         East     Units Scale Factor Converg.
 FL1865;SPC TX N     - 1,219,245.485   170,703.645   MT  0.99995819   -0 11 17.7
 FL1865;SPC TX N     - 4,000,141.23    560,050.21   sFT  0.99995819   -0 11 17.7
 FL1865;UTM  14      - 3,984,958.516   245,294.071   MT  1.00039946   -1 39 37.2
 FL1865
 FL1865                          SUPERSEDED SURVEY CONTROL
 FL1865
 FL1865  NAD 83(1993)-  35 58 33.00871(N)    101 49 29.42092(W) AD(       ) 4
 FL1865  NAD 83(1986)-  35 58 33.01778(N)    101 49 29.40918(W) AD(       ) 4
 FL1865  NAD 27      -  35 58 32.88100(N)    101 49 27.78400(W) AD(       ) 3
 FL1865
 FL1865.Superseded values are not recommended for survey control.
 FL1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1865.See file dsdata.txt to determine how the superseded data were derived.
 FL1865
 FL1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4529484959(NAD 83)
 FL1865_MARKER: 42 = RADIO/TV MAST
 FL1865
 FL1865  HISTORY     - Date     Condition        Report By
 FL1865  HISTORY     - 1953     FIRST OBSERVED   CGS
 FL1865
 FL1865                          STATION DESCRIPTION
 FL1865
 FL1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1865'THE RADIO MAST IS LOCATED ABOUT 3-1/2 MILES SOUTH OF SUNRAY,
 FL1865'AT THE PLANT OF THE NORTHERN NATURAL GAS COMPANY, AND ABOUT
 FL1865'400 YARDS EAST OF STATE ROUTE 119.
 FL1865'
 FL1865'THE MAST IS OF STEEL CONSTRUCTION AND IS 250 FEET HIGH WITH
 FL1865'A 10 FOOT ANTENNA ON TOP.  THE CENTER OF THE MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0592 ***********************************************************************
 BN0592  DESIGNATION -  SUNSET
 BN0592  PID         -  BN0592
 BN0592  STATE/COUNTY-  TX/TRAVIS
 BN0592  USGS QUAD   -  TRAVIS PEAK (1986)
 BN0592
 BN0592                         *CURRENT SURVEY CONTROL
 BN0592  ___________________________________________________________________
 BN0592* NAD 83(1993)-  30 33 04.26371(N)    098 01 58.78932(W)     ADJUSTED  
 BN0592* NAVD 88     -       397.6    (meters)    1304.     (feet)  VERTCON   
 BN0592  ___________________________________________________________________
 BN0592  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 BN0592  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 BN0592
 BN0592  HORZ ORDER  -  FIRST
 BN0592
 BN0592.The horizontal coordinates were established by classical geodetic methods
 BN0592.and adjusted by the National Geodetic Survey in February 1996..
 BN0592
 BN0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0592
 BN0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0592
 BN0592.The geoid height was determined by GEOID03.
 BN0592
 BN0592;                    North         East     Units Scale Factor Converg.
 BN0592;SPC TX C     - 3,100,335.518   920,679.043   MT  0.99991241   +1 11 05.3
 BN0592;SPC TX C     -10,171,684.11  3,020,594.49   sFT  0.99991241   +1 11 05.3
 BN0592;UTM  14      - 3,380,261.474   592,747.635   MT  0.99970612   +0 29 29.7
 BN0592
 BN0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0592!SPC TX C     -   0.99994150  x   0.99991241  =   0.99985391
 BN0592!UTM  14      -   0.99994150  x   0.99970612  =   0.99964763
 BN0592
 BN0592|---------------------------------------------------------------------|
 BN0592| PID    Reference Object                     Distance      Geod. Az  |
 BN0592|                                                           dddmmss.s |
 BN0592| CV6444 SUNSET RM 1                          16.479 METERS 13651     |
 BN0592| CV6443 SUNSET AZ MK                                       2293756.0 |
 BN0592| CV6445 SUNSET RM 2                           7.887 METERS 23009     |
 BN0592|---------------------------------------------------------------------|
 BN0592
 BN0592                          SUPERSEDED SURVEY CONTROL
 BN0592
 BN0592  NAD 83(1986)-  30 33 04.27649(N)    098 01 58.77619(W) AD(       ) 1
 BN0592  NAD 27      -  30 33 03.58329(N)    098 01 57.72204(W) AD(       ) 1
 BN0592  NGVD 29 (07/19/86)  397.5    (m)         1304.     (f) VERT ANG       
 BN0592
 BN0592.Superseded values are not recommended for survey control.
 BN0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0592.See file dsdata.txt to determine how the superseded data were derived.
 BN0592
 BN0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9274880261(NAD 83)
 BN0592_MARKER: DS = TRIANGULATION STATION DISK
 BN0592_SETTING: 66 = SET IN ROCK OUTCROP
 BN0592
 BN0592  HISTORY     - Date     Condition        Report By
 BN0592  HISTORY     - 1967     MONUMENTED       CGS
 BN0592
 BN0592                          STATION DESCRIPTION
 BN0592
 BN0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0592'THE STATION IS NEAR THE SOUTH RIM OF A LARGE MOUNTAIN ABOUT 1
 BN0592'MILE NORTH OF TRAVIS PEAK, 13-1/2 MILES SOUTH-SOUTHEAST OF
 BN0592'BERTRAM, 10 MILES WEST-SOUTHWEST OF LEANDER, 10 MILES SOUTHWEST
 BN0592'OF LIBERTY HILL AND 7-3/4 MILES NORTHWEST OF JONESTOWN, ON
 BN0592'THE SUNSET CATTLE RANCH OWNED BY MR. GEORGE RODGERS.
 BN0592'
 BN0592'TO REACH THE STATION FROM THE POST OFFICE IN JONESTOWN, GO
 BN0592'SOUTHWEST AND WEST ON RANCH ROAD 1431 FOR 4.1 MILES TO A SIDE
 BN0592'ROAD AND SIGN LAGO VISTA ON THE LEFT.  CONTINUE NORTHWESTERLY
 BN0592'ON ROAD 1431 FOR 6.8 MILES TO A SIDE ROAD RIGHT AT THE SOUTH
 BN0592'END OF A CONCRETE BRIDGE ACROSS COW CREEK.  TURN RIGHT AND GO
 BN0592'NORTHERLY ON A GRAVELED ROAD FOR 2.35 MILES TO A RANCH HOME
 BN0592'ON THE LEFT.  CONTINUE NORTHERLY ON THE MAIN ROAD FOR 0.15
 BN0592'MILE TO A BLADED TRAIL LEADING DOWN HILL AND ACROSS COW
 BN0592'CREEK.  CONTINUE NORTHERLY ON THE MAIN ROAD FOR 0.95 TO A
 BN0592'SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON A BLADED
 BN0592'GRAVEL ROAD ALONG THE SOUTH SIDE OF A FENCED FIELD FOR
 BN0592'0.2 MILE TO A GATE.  PASS THROUGH THE GATE AND GO
 BN0592'NORTHEASTERLY ON THE BLADED ROAD FOR 0.15 MILE TO A FORK.
 BN0592'BEAR RIGHT AND GO SOUTHEASTERLY ON THE MAIN ROAD FOR 0.45
 BN0592'MILE TO A SMALL RAVINE.  CROSS THE RAVINE AND CONTINUE
 BN0592'SOUTHEAST, UPHILL, ON THE MAIN ROAD FOR 1.0 MILE TO A
 BN0592'CROSSROAD AT THE SUMMIT OF THE MOUNTAIN.  TURN SHARP RIGHT
 BN0592'AND GO SOUTHWEST ON A ROCKY TRAIL, PASSING THROUGH SEVERAL
 BN0592'CLEARED AREAS FOR 0.35 MILE TO THE SOUTH EDGE OF THE RIDGE
 BN0592'AND THE STATION.
 BN0592'
 BN0592'THE STATION MARK IS A STANDARD DISK STAMPED SUNSET 1967,
 BN0592'CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK.  IT IS 66
 BN0592'FEET NORTH-NORTHWEST OF THE SOUTH EDGE OF THE MOUNTAIN AND AT
 BN0592'THE SOUTHWEST EDGE OF A LARGE CLEARING.
 BN0592'
 BN0592'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SUNSET NO 1
 BN0592'1967, CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK AND NEAR
 BN0592'THE SOUTH EDGE OF THE MOUNTAIN.
 BN0592'
 BN0592'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SUNSET NO 2
 BN0592'1967, CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK SURROUNDED
 BN0592'BY SMALL CEDAR TREES WITH A CLEARED LINE TOWARD THE STATION.
 BN0592'
 BN0592'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SUNSET 1967,
 BN0592'CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK ON THE WEST
 BN0592'SHORE OF COW CREEK.  IT IS 100 FEET SOUTHWEST OF A CURVE IN
 BN0592'A ROAD AT THE WEST SIDE OF THE CREEK, 2 FEET WEST OF THE WEST
 BN0592'EDGE OF THE CUT BANK AND ABOUT 15 FEET HIGHER THAN THE CREEK
 BN0592'BOTTOM.
 BN0592'
 BN0592'TO REACH THE AZIMUTH MARK FROM THE BLADED TRAIL MENTIONED ABOVE,
 BN0592'FOLLOW TRAIL WEST ACROSS CREEK TO WHERE TRAIL CURVES NORTH AND
 BN0592'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.
 BN0592'
 BN0592'HEIGHT OF LIGHT ABOVE STATION MARK 14.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1292 ***********************************************************************
 CR1292  DESIGNATION -  SUNSET HOME WATER TANK
 CR1292  PID         -  CR1292
 CR1292  STATE/COUNTY-  TX/SMITH
 CR1292  USGS QUAD   -  CHANDLER (1973)
 CR1292
 CR1292                         *CURRENT SURVEY CONTROL
 CR1292  ___________________________________________________________________
 CR1292* NAD 83(1993)-  32 21 34.46226(N)    095 24 38.34202(W)     ADJUSTED  
 CR1292* NAVD 88     -                                                        
 CR1292  ___________________________________________________________________
 CR1292  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CR1292  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR1292
 CR1292  HORZ ORDER  -  THIRD
 CR1292
 CR1292.The horizontal coordinates were established by classical geodetic methods
 CR1292.and adjusted by the National Geodetic Survey in February 1996..
 CR1292
 CR1292
 CR1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1292
 CR1292.The geoid height was determined by GEOID03.
 CR1292
 CR1292;                    North         East     Units Scale Factor Converg.
 CR1292;SPC TXNC     - 2,081,112.449   890,719.443   MT  0.99994503   +1 41 05.7
 CR1292;SPC TXNC     - 6,827,783.09  2,922,302.04   sFT  0.99994503   +1 41 05.7
 CR1292;UTM  15      - 3,582,847.753   273,165.469   MT  1.00023455   -1 17 26.9
 CR1292
 CR1292                          SUPERSEDED SURVEY CONTROL
 CR1292
 CR1292  NAD 83(1986)-  32 21 34.46989(N)    095 24 38.32852(W) AD(       ) 4
 CR1292  NAD 27      -  32 21 33.94500(N)    095 24 37.48700(W) AD(       ) 3
 CR1292
 CR1292.Superseded values are not recommended for survey control.
 CR1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1292.See file dsdata.txt to determine how the superseded data were derived.
 CR1292
 CR1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7316582848(NAD 83)
 CR1292_MARKER: 53 = ELEVATED TANK
 CR1292
 CR1292  HISTORY     - Date     Condition        Report By
 CR1292  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1292  HISTORY     - 1955     GOOD             CGS
 CR1292  HISTORY     - 1966     GOOD             CGS
 CR1292  HISTORY     - 1975     GOOD             NGS
 CR1292  HISTORY     - 1980     SEE DESCRIPTION  NGS
 CR1292  HISTORY     - 1982     GOOD             NGS
 CR1292  HISTORY     - 19910420 GOOD             USPSQD
 CR1292  HISTORY     - 19960420 GOOD             USPSQD
 CR1292  HISTORY     - 20040610 GOOD             USPSQD
 CR1292
 CR1292                          STATION DESCRIPTION
 CR1292
 CR1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1292'STATION IS LOCATED ABOUT 6 MILES WEST OF TYLER AND 0.2 MILE
 CR1292'SOUTH OF STATE ROUTE 64.  IN A GROUP OF UTILITY BUILDINGS WHICH
 CR1292'ARE JUST SOUTH OF THE MAIN BUILDINGS OF THE SUNSET HOME.
 CR1292'IT IS A TANK MADE OF WOOD, SUPPORTED ON 6 STEEL LEGS AND
 CR1292'IS PAINTED WITH ALTERNATE BANDS OF RED AND WHITE, AND IS ABOUT
 CR1292'80 FEET HIGH.  THE CENTER OF THE TANK WAS THE POINT INTERSECTED.
 CR1292'
 CR1292'THE STATION WAS REACHED FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 CR1292'TYLER BY GOING WESTERLY ON STATE ROUTE 64 FOR 6.0 MILES TO
 CR1292'A SIGN ON THE LEFT, SUNSET HOME, HOME FOR THE AGED, AT THE
 CR1292'ENTRANCE TO THE GROUNDS.  TURN LEFT AND GO 0.2 MILES TO THE
 CR1292'STATION SITE.
 CR1292
 CR1292                          STATION RECOVERY (1955)
 CR1292
 CR1292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CR1292'STATION RECOVERED AS DESCRIBED.
 CR1292
 CR1292                          STATION RECOVERY (1966)
 CR1292
 CR1292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CR1292'THE STATION WAS RECOVERED AS DESCRIBED.
 CR1292'
 CR1292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST
 CR1292'OF TYLER
 CR1292
 CR1292                          STATION RECOVERY (1975)
 CR1292
 CR1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 CR1292'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CR1292'THE SUNSET HOME HAS BEEN CLOSED UP AND THE BUILDINGS ARE
 CR1292'NOT OCCUPIED.
 CR1292'
 CR1292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 CR1292'EAST OF TYLER
 CR1292
 CR1292                          STATION RECOVERY (1980)
 CR1292
 CR1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 CR1292'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE FORMER OLD FOLKS
 CR1292'HOME IS NOW A YOUTH CENTER.
 CR1292'
 CR1292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST OF
 CR1292'TYLER.
 CR1292
 CR1292                          STATION RECOVERY (1982)
 CR1292
 CR1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 CR1292'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CR1292'
 CR1292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST OF
 CR1292'TYLER.
 CR1292
 CR1292                          STATION RECOVERY (1991)
 CR1292
 CR1292'RECOVERY NOTE BY US POWER SQUADRON 1991 (AFA)
 CR1292'RECOVERED IN GOOD CONDITION.
 CR1292
 CR1292                          STATION RECOVERY (1996)
 CR1292
 CR1292'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1292'RECOVERED IN GOOD CONDITION.
 CR1292
 CR1292                          STATION RECOVERY (2004)
 CR1292
 CR1292'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0772 ***********************************************************************
 EM0772  DESIGNATION -  SUNSHINE
 EM0772  PID         -  EM0772
 EM0772  STATE/COUNTY-  TX/WICHITA
 EM0772  USGS QUAD   -  SUNSHINE HILL (1972)
 EM0772
 EM0772                         *CURRENT SURVEY CONTROL
 EM0772  ___________________________________________________________________
 EM0772* NAD 83(1993)-  34 03 41.69713(N)    098 47 48.73306(W)     ADJUSTED  
 EM0772* NAVD 88     -       368.30   (+/-2cm)    1208.3    (feet)  VERTCON   
 EM0772  ___________________________________________________________________
 EM0772  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 EM0772  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EM0772
 EM0772  HORZ ORDER  -  SECOND
 EM0772  VERT ORDER  -  THIRD ? (See Below)
 EM0772
 EM0772.The horizontal coordinates were established by classical geodetic methods
 EM0772.and adjusted by the National Geodetic Survey in February 1996..
 EM0772
 EM0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0772.The vertical order pertains to the NGVD 29 superseded value.
 EM0772
 EM0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0772
 EM0772.The geoid height was determined by GEOID03.
 EM0772
 EM0772;                    North         East     Units Scale Factor Converg.
 EM0772;SPC TXNC     - 2,265,626.733   572,592.782   MT  1.00002786   -0 09 42.9
 EM0772;SPC TXNC     - 7,433,143.71  1,878,581.49   sFT  1.00002786   -0 09 42.9
 EM0772;UTM  14      - 3,769,002.772   518,745.055   MT  0.99960433   +0 06 49.6
 EM0772
 EM0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0772!SPC TXNC     -   0.99994653  x   1.00002786  =   0.99997439
 EM0772!UTM  14      -   0.99994653  x   0.99960433  =   0.99955088
 EM0772
 EM0772                          SUPERSEDED SURVEY CONTROL
 EM0772
 EM0772  NAD 83(1993)-  34 03 41.69737(N)    098 47 48.73270(W) AD(       ) 2
 EM0772  NAD 83(1986)-  34 03 41.70218(N)    098 47 48.72040(W) AD(       ) 2
 EM0772  NAD 27      -  34 03 41.36807(N)    098 47 47.48383(W) AD(       ) 2
 EM0772  NGVD 29 (07/19/86)  368.22   (m)         1208.1    (f) LEVELING    3  
 EM0772
 EM0772.Superseded values are not recommended for survey control.
 EM0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0772.See file dsdata.txt to determine how the superseded data were derived.
 EM0772
 EM0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1874569003(NAD 83)
 EM0772_MARKER: P = PIPE CAP
 EM0772_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0772_SP_SET: METAL PIPE IMBEDDED IN GROUND
 EM0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0772
 EM0772  HISTORY     - Date     Condition        Report By
 EM0772  HISTORY     - 1923     MONUMENTED       USGS
 EM0772  HISTORY     - 1923     GOOD             USGS
 EM0772  HISTORY     - 1965     GOOD             CGS
 EM0772
 EM0772                          STATION DESCRIPTION
 EM0772
 EM0772'DESCRIBED BY US GEOLOGICAL SURVEY 1923 (EOH)
 EM0772'STATION WAS ESTABLISHED BY THE UNITED STATES GEOLOGICAL SURVEY
 EM0772'IN 1914, AND MARKED BY AN IRON PIPE AND BRONZE CAP, 5.086 M.
 EM0772'(16.69 FT.), N 54 DEG 27 MIN E FROM STATION SUNSHINE.
 EM0772
 EM0772                          STATION RECOVERY (1965)
 EM0772
 EM0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0772'THE MARK WAS RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN
 EM0772'DISTANCE WAS NOTED.  A NEW TRAVERSE CONNECTION WAS MADE TO
 EM0772'TRIANGULATION STATION SUNSHINE 1923, THE DISTANCE BEING 16.62
 EM0772'FEET OR 5.066 METERS NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0773 ***********************************************************************
 EM0773  DESIGNATION -  SUNSHINE
 EM0773  PID         -  EM0773
 EM0773  STATE/COUNTY-  TX/WICHITA
 EM0773  USGS QUAD   -  SUNSHINE HILL (1972)
 EM0773
 EM0773                         *CURRENT SURVEY CONTROL
 EM0773  ___________________________________________________________________
 EM0773* NAD 83(1993)-  34 03 41.60180(N)    098 47 48.89402(W)     ADJUSTED  
 EM0773* NAVD 88     -       368.01   (+/-2cm)    1207.4    (feet)  VERTCON   
 EM0773  ___________________________________________________________________
 EM0773  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 EM0773  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EM0773
 EM0773  HORZ ORDER  -  SECOND
 EM0773  VERT ORDER  -  THIRD ? (See Below)
 EM0773
 EM0773.The horizontal coordinates were established by classical geodetic methods
 EM0773.and adjusted by the National Geodetic Survey in February 1996..
 EM0773
 EM0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0773.The vertical order pertains to the NGVD 29 superseded value.
 EM0773
 EM0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0773
 EM0773.The geoid height was determined by GEOID03.
 EM0773
 EM0773;                    North         East     Units Scale Factor Converg.
 EM0773;SPC TXNC     - 2,265,623.808   572,588.646   MT  1.00002785   -0 09 43.0
 EM0773;SPC TXNC     - 7,433,134.11  1,878,567.92   sFT  1.00002785   -0 09 43.0
 EM0773;UTM  14      - 3,768,999.828   518,740.935   MT  0.99960433   +0 06 49.5
 EM0773
 EM0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0773!SPC TXNC     -   0.99994658  x   1.00002785  =   0.99997442
 EM0773!UTM  14      -   0.99994658  x   0.99960433  =   0.99955093
 EM0773
 EM0773:                Primary Azimuth Mark                     Grid Az
 EM0773:SPC TXNC     -  GRANDFIELD TV STA KSWO MAST              022 13 07.2
 EM0773:UTM  14      -  GRANDFIELD TV STA KSWO MAST              021 56 34.7
 EM0773
 EM0773|---------------------------------------------------------------------|
 EM0773| PID    Reference Object                     Distance      Geod. Az  |
 EM0773|                                                           dddmmss.s |
 EM0773| EM0763 GRANDFIELD TV STA KSWO MAST         APPROX.18.4 KM 0220324.2 |
 EM0773| EM0757 GRANDFIELD MUNICIPAL TANK           APPROX.20.8 KM 0294342.6 |
 EM0773| EM0772 SUNSHINE                              5.066 METERS 05434     |
 EM0773| DO0709 WICHITA FALLS CITY PWR CO STK       APPROX.34.0 KM 1222132.3 |
 EM0773| DO0796 WICHITA FALLS ST HOSP WATER TK      APPROX.34.8 KM 1333916.8 |
 EM0773| DO0802 IOWA PARK CITY WATER TANK           APPROX.17.2 KM 1352728.0 |
 EM0773| CX8751 SUNSHINE AZ MK                                     1811112.9 |
 EM0773| CX8752 SUNSHINE RM 1                        37.731 METERS 31122     |
 EM0773|---------------------------------------------------------------------|
 EM0773
 EM0773                          SUPERSEDED SURVEY CONTROL
 EM0773
 EM0773  NAD 83(1993)-  34 03 41.60185(N)    098 47 48.89398(W) AD(       ) 2
 EM0773  NAD 83(1986)-  34 03 41.60666(N)    098 47 48.88167(W) AD(       ) 2
 EM0773  NAD 27      -  34 03 41.27300(N)    098 47 47.64500(W) AD(       ) 2
 EM0773  NGVD 29 (07/19/86)  367.93   (m)         1207.1    (f) LEVELING    3  
 EM0773
 EM0773.Superseded values are not recommended for survey control.
 EM0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0773.See file dsdata.txt to determine how the superseded data were derived.
 EM0773
 EM0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1874169000(NAD 83)
 EM0773_MARKER: DS = TRIANGULATION STATION DISK
 EM0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0773
 EM0773  HISTORY     - Date     Condition        Report By
 EM0773  HISTORY     - 1923     MONUMENTED       CGS
 EM0773  HISTORY     - 1936     GOOD             CGS
 EM0773  HISTORY     - 1957     GOOD             CGS
 EM0773  HISTORY     - 1963     GOOD             CGS
 EM0773  HISTORY     - 1965     GOOD             CGS
 EM0773  HISTORY     - 1976     GOOD             TEXACO
 EM0773
 EM0773                          STATION DESCRIPTION
 EM0773
 EM0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0773'STATION IS ABOUT 12-1/2 MI. SW OF BURKBURNETT, ABOUT 40 M.
 EM0773'(131 FT.) SE OF THE SUNSHINE SCHOOLHOUSE, IN AN ENCLOSED LOT
 EM0773'ON THE PROPERTY OF THE SANDERS ESTATE (W.C. WITCHER, GUARDIAN).
 EM0773'STATION IS 8 M. (26 FT.) S OF THE N FENCE LINE, 25 M. (82 FT.) W
 EM0773'OF THE E FENCE LINE OF A LOT, AND 12.5 M. (41 FT.) NW OF A WATER
 EM0773'STORAGE TANK.
 EM0773'
 EM0773'STATION SUNSHINE (U.S.G.S.) IS 5.086 M. (16.69 FT.) FROM THE
 EM0773'STATION, N 54 DEG 27 MIN E.
 EM0773'
 EM0773'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 EM0773'SET IN CONCRETE AS DESCRIBED.
 EM0773'
 EM0773'REFERENCE MARK IS 1 FT. W AND 4-1/2 FT. S OF THE SW CORNER OF THE
 EM0773'SCHOOLHOUSE, AND 37.725 M. (123.77 FT.) FROM THE STATION,
 EM0773'N 56 DEG 38 MIN W.
 EM0773
 EM0773                          STATION RECOVERY (1936)
 EM0773
 EM0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 EM0773'STATION IS ABOUT 14.8 MI. BY ROAD SW OF BURKBURNETT, ABOUT 40 M.
 EM0773'SW OF THE SUNSHINE SCHOOLHOUSE, IN A VACANT LOT.  STATION MARK IS
 EM0773'A STANDARD DISK, SET IN A BLOCK OF CONCRETE 12 IN. SQUARE,
 EM0773'PROJECTING 2 IN. ABOVE THE SURFACE, STAMPED SUNSHINE 1923.
 EM0773'
 EM0773'REFERENCE MARK IS A STANDARD DISK, SET IN A BLOCK OF CONCRETE
 EM0773'IN THE CENTER OF A CONCRETE WALK AT THE NW CORNER OF THE
 EM0773'SCHOOLHOUSE.
 EM0773'
 EM0773'TO REACH FROM BURKBURNETT, GO SW ON THE BURKBURNETT-ELECTRA
 EM0773'HIGHWAY FOR ABOUT 11.8 MI. TO A CROSSROAD.  THERE TURN S AND GO
 EM0773'2.0 MI., THEN W FOR 0.9 MI. TO SUNSHINE SCHOOLHOUSE AND STATION.
 EM0773
 EM0773                          STATION RECOVERY (1957)
 EM0773
 EM0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0773'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EM0773'CONDITION.  THE SUNSHINE SCHOOL HOUSE REMAINS BUT IS NO LONGER IN
 EM0773'USE.  REFERENCE MARK NO. 1 IS IN THE CONCRETE SIDEWALK AT THE
 EM0773'SOUTHWEST CORNER OF THE OLD SCHOOL HOUSE.
 EM0773'
 EM0773'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM ELECTRA--
 EM0773'
 EM0773'TO REACH FROM ELECTRA, FROM THE RAILROAD STATION, GO SOUTHEAST ON
 EM0773'U.S. HIGHWAY 287 FOR 0.8 MILE TO JUNCTION WITH FARM ROAD 1739,
 EM0773'TURN LEFT AND GO NORTH AND NORTHEAST ON FARM ROAD 1739 FOR 8.5
 EM0773'MILES TO FORKS WHERE HIGHWAY BEARS TO THE RIGHT, CONTINUE
 EM0773'STRAIGHT AHEAD ON DIRT ROAD AND GO NORTH AND WEST ON DIRT ROAD
 EM0773'FOR 0.15 MILE TO OLD SCHOOL HOUSE ON LEFT AND STATION AS
 EM0773'DESCRIBED.
 EM0773
 EM0773                          STATION RECOVERY (1963)
 EM0773
 EM0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 EM0773'STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 EM0773'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 EM0773'CORRECT.
 EM0773
 EM0773                          STATION RECOVERY (1965)
 EM0773
 EM0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0773'THE STATION MARK AND REFERENCE MARK 1 WAS RECOVERED AS
 EM0773'DESCRIBED.  THE STATION SUNSHINE (USGS) MARK WAS RECOVERED BUT A
 EM0773'DIFFERENCE IN DISTANCE AND DIRECTION WAS NOTED TO IT.  AN AZIMUTH
 EM0773'MARK WAS ESTABLISHED AT THIS TIME.
 EM0773'
 EM0773'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 EM0773'
 EM0773'THE STATION IS ABOUT 12-1/2 MILES SOUTHWEST OF BURKBURNETT,
 EM0773'7-1/2 MILES EAST-NORTHEAST OF ELECTRA, 10-1/2 MILES NORTHWEST
 EM0773'OF IOWA PARK, ON PROPERTY OWNED BY FRANCES ANN DICKINSON.
 EM0773'
 EM0773'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 EM0773'STATE 25 IN ELECTRA, GO EAST ON U.S. HIGHWAY 287 FOR 1.1 MILES
 EM0773'TO FARM ROAD 1739 ON THE LEFT.  TURN LEFT AND GO NORTH ON FARM ROAD
 EM0773'1739 FOR 1.0 MILE TO WHERE THE ROAD TURNS TO THE RIGHT, EAST,
 EM0773'CONTINUE ON THE ROAD FOR 4.8 MILES TO FARM ROAD 2384 ON THE
 EM0773'RIGHT.  CONTINUE AHEAD, EAST, ON FARM ROAD 1739 FOR 1.95 MILES
 EM0773'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, EAST, THEN
 EM0773'NORTH FOR 0.5 MILE TO WHERE THE ROAD CURVES TO THE RIGHT, EAST,
 EM0773'AND A GRAVEL ROAD STRAIGHT AHEAD.  GO NORTH ON GRAVEL ROAD FOR
 EM0773'0.05 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO WEST ON
 EM0773'GRAVEL ROAD FOR 0.25 MILE TO THE OLD ABANDONED SUNSHINE SCHOOL
 EM0773'HOUSE ON THE LEFT AND THE STATION.
 EM0773'
 EM0773'STATION MARK IS A STANDARD DISK, STAMPED SUNSHINE 1923, SET IN
 EM0773'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 EM0773'GROUND.  IT IS 107 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EM0773'SCHOOL HOUSE AND THE STATION IS ENCLOSED BY AN IRON PIPE
 EM0773'FENCE.  (NOTES 1A AND 7A
 EM0773'
 EM0773'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SUNSHINE 1923, SET
 EM0773'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH
 EM0773'THE GROUND.  IT IS 12 FEET EAST OF THE EAST END OF A STORM CELLAR,
 EM0773'4.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD SCHOOL HOUSE
 EM0773'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM0773'
 EM0773'SUNSHINE (USGS) IS A USGS BRONZE CAP RIVITED TO THE TOP OF A 4 INCH
 EM0773'IRON PIPE.  IT IS STAMPED 1208 AND PROJECTS 12 INCHES ABOVE THE
 EM0773'GROUND.
 EM0773'
 EM0773'AZIMUTH MARK IS A STANDARD DISK, STAMPED SUNSHINE 1923, SET IN
 EM0773'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0773'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 28 FEET SOUTH OF THE
 EM0773'CENTERLINE OF FARM ROAD 1739, 2.2 FEET WEST OF A WITNESS POST AND
 EM0773'1 FOOT NORTHEAST OF THE EAST END OF THE SOUTH ABUTMENT OF A
 EM0773'CONCRETE CULVERT.
 EM0773'
 EM0773'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 EM0773'
 EM0773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EM0773'7-1/4 MILES EAST-NORTHEAST OF ELECTRA.
 EM0773
 EM0773                          STATION RECOVERY (1976)
 EM0773
 EM0773'RECOVERY NOTE BY TEXACO INCORPORATED 1976 (BLE)
 EM0773'STATION SUNSHINE IN GOOD CONDITION.
 EM0773'
 EM0773'REF MARK NO. 1 IN GOOD CONDITION.
 EM0773'
 EM0773'DESCRIPTION AS SHOWN IN 1957 IS ADEQUATE.
 EM0773'
 EM0773'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NE OF ELECTRA,
 EM0773'TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2246 ***********************************************************************
 BL2246  DESIGNATION -  SUPERIOR
 BL2246  PID         -  BL2246
 BL2246  STATE/COUNTY-  TX/MONTGOMERY
 BL2246  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL2246
 BL2246                         *CURRENT SURVEY CONTROL
 BL2246  ___________________________________________________________________
 BL2246* NAD 83(1993)-  30 13 21.30356(N)    095 38 56.69712(W)     ADJUSTED  
 BL2246* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 BL2246  ___________________________________________________________________
 BL2246  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BL2246  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2246
 BL2246  HORZ ORDER  -  SECOND
 BL2246
 BL2246.The horizontal coordinates were established by classical geodetic methods
 BL2246.and adjusted by the National Geodetic Survey in February 1996..
 BL2246
 BL2246.The orthometric height was scaled from a topographic map.
 BL2246
 BL2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2246
 BL2246.The geoid height was determined by GEOID03.
 BL2246
 BL2246;                    North         East     Units Scale Factor Converg.
 BL2246;SPC TX C     - 3,071,120.598 1,150,808.664   MT  0.99997341   +2 24 45.6
 BL2246;SPC TX C     -10,075,834.83  3,775,611.43   sFT  0.99997341   +2 24 45.6
 BL2246;SPC TXSC     - 4,269,423.491   922,543.984   MT  0.99998302   +1 38 30.0
 BL2246;SPC TXSC     -14,007,266.90  3,026,713.05   sFT  0.99998302   +1 38 30.0
 BL2246;UTM  15      - 3,346,418.216   245,029.087   MT  1.00040212   -1 20 03.0
 BL2246
 BL2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2246!SPC TX C     -   0.99999287  x   0.99997341  =   0.99996628
 BL2246!SPC TXSC     -   0.99999287  x   0.99998302  =   0.99997589
 BL2246!UTM  15      -   0.99999287  x   1.00040212  =   1.00039498
 BL2246
 BL2246:                Primary Azimuth Mark                     Grid Az
 BL2246:SPC TX C     -  KEENAN TEXAS FOREST SERV LOT             000 06 23.3
 BL2246:SPC TXSC     -  KEENAN TEXAS FOREST SERV LOT             000 52 38.9
 BL2246:UTM  15      -  KEENAN TEXAS FOREST SERV LOT             003 51 11.9
 BL2246
 BL2246|---------------------------------------------------------------------|
 BL2246| PID    Reference Object                     Distance      Geod. Az  |
 BL2246|                                                           dddmmss.s |
 BL2246| BL2235 KEENAN TEXAS FOREST SERV LOT        APPROX.11.9 KM 0023108.9 |
 BL2246| CV8455 SUPERIOR RM 1                        26.162 METERS 02429     |
 BL2246| BL2239 WARREN PETROLEUM CO RADIO MAST      APPROX. 3.4 KM 0762649.8 |
 BL2246| BL2245 GROGAN COCKRAN LUMBER CO S STK      APPROX. 8.6 KM 2451440.8 |
 BL2246| BL2244 GROGAN COCKRAN LUMBER CO N STK      APPROX. 8.6 KM 2451803.6 |
 BL2246| CV8454 SUPERIOR AZ MK 2                                   2662701.6 |
 BL2246| CV8453 SUPERIOR AZ MK                                     2662702.8 |
 BL2246| CV8456 SUPERIOR RM 2                        28.912 METERS 29614     |
 BL2246|---------------------------------------------------------------------|
 BL2246
 BL2246                          SUPERSEDED SURVEY CONTROL
 BL2246
 BL2246  NAD 83(1986)-  30 13 21.31768(N)    095 38 56.67978(W) AD(       ) 2
 BL2246  NAD 27      -  30 13 20.55250(N)    095 38 55.87720(W) AD(       ) 2
 BL2246
 BL2246.Superseded values are not recommended for survey control.
 BL2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2246.See file dsdata.txt to determine how the superseded data were derived.
 BL2246
 BL2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4502946418(NAD 83)
 BL2246_MARKER: DS = TRIANGULATION STATION DISK
 BL2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2246
 BL2246  HISTORY     - Date     Condition        Report By
 BL2246  HISTORY     - 1952     MONUMENTED       CGS
 BL2246  HISTORY     - 1962     GOOD             CGS
 BL2246
 BL2246                          STATION DESCRIPTION
 BL2246
 BL2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2246'THE STATION IS LOCATED ABOUT 13 MILES SOUTH AND WEST OF CONROE
 BL2246'AND ABOUT 6.5 EAST OF MAGNOLIA, 54 FEET NORTH OF THE CENTER OF
 BL2246'A MACADAM ROAD AND 4 FEET SOUTH OF A WITNESS POST.  IT IS SET
 BL2246'FLUSH AND IS STAMPED SUPERIOR 1952.
 BL2246'
 BL2246'REFERENCE MARK NO. 1 IS 133 FEET NORTH OF THE MACADAM ROAD AND
 BL2246'81 FEET NORTHEAST OF THE WITNESS POST.  IT PROJECTS 4 INCHES
 BL2246'AND IS STAMPED SUPERIOR NO 1 1952.
 BL2246'
 BL2246'REFERENCE MARK NO. 2 IS 59 FEET NORTH OF THE MACADAM ROAD AND
 BL2246'IT IS STAMPED SUPERIOR NO 2 1952 AND IT PROJECTS 4 INCHES.
 BL2246'
 BL2246'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 126.50 FEET.
 BL2246'
 BL2246'THE AZIMUTH MARK IS 38 FEET WEST OF A DRIVEWAY, 30 FEET SOUTH OF
 BL2246'THE CENTER OF A MACADAM ROAD AND 2 FEET NORTHEAST OF A WITNESS
 BL2246'POST.  IT PROJECTS 4 INCHES AND IS STAMPED SUPERIOR 1952.
 BL2246'
 BL2246'TO REACH THE STATION FROM THE POST OFFICE IN CONROE GO EAST ON
 BL2246'STATE ROAD 105 FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY 75,
 BL2246'TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 75 FOR 5.0 MILES TO A T
 BL2246'ROAD RIGHT, TURN RIGHT AND GO WEST FOR 6.3 MILES TO A FORK, KEEP
 BL2246'RIGHT FORK AND GO WEST FOR 4.9 MILES TO SUPERIOR OIL CO.
 BL2246'OFFICES ON THE RIGHT, CONTINUE WEST FOR 0.2 MILE TO THE STATION
 BL2246'ON THE RIGHT AS DESCRIBED.
 BL2246'
 BL2246'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON MACADAM
 BL2246'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 BL2246
 BL2246                          STATION RECOVERY (1962)
 BL2246
 BL2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SEU)
 BL2246'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH MARK
 BL2246'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION AND ROUTE TO
 BL2246'REACH THE STATION ARE ADEQUATE FOR RECOVERY.  THE ORIGINAL
 BL2246'AZIMUTH MARK WAS DESTROYED AT THE REQUEST OF THE HOUSTON LIGHT
 BL2246'AND POWER COMPANY TO CLEAR FOR CONSTRUCTION AFTER A NEW AZIMUTH
 BL2246'MARK WAS SET ON THE SAME AZIMUTH AS THE OLD AZIMUTH MARK.
 BL2246'
 BL2246'THE FOLLOWING IS AN ALTERNATE ROUTE TO REACH THE STATION AND
 BL2246'DESCRIPTION FOR THE NEW AZIMUTH MARK--TO REACH THE STATION FROM
 BL2246'THE POST OFFICE IN TOMBALL, GO WEST 1.3 MILES TO CROSSROADS.
 BL2246'TURN RIGHT, NORTH, AND FOLLOW FARM ROAD 149 FOR 6.5 MILES TO THE
 BL2246'JUNCTION OF FARM ROADS 149 AND 1774.  TAKE RIGHT FORK, FARM ROAD
 BL2246'149, GO 3.7 MILES TO THE JUNCTION OF FARM ROADS 149 AND 1488.
 BL2246'TURN RIGHT, EAST, AND FOLLOW FARM ROAD 1488 FOR 1.4 MILES TO
 BL2246'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR 0.4 MILE TO
 BL2246'HIGHEST PART OF HILL AND STATION ON THE LEFT.
 BL2246'
 BL2246'AZIMUTH MARK, A STANDARD DISK STAMPED SUPERIOR 1952 RESET 1962,
 BL2246'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 BL2246'IT IS 49 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 1488, 314
 BL2246'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL DRIVEWAY, 183
 BL2246'FEET WEST OF A NORTH-SOUTH FENCE, AND 2 FEET EAST OF A METAL
 BL2246'WITNESS POST, AT THE SOUTH RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1401 ***********************************************************************
 GL1401  DESIGNATION -  SURE
 GL1401  PID         -  GL1401
 GL1401  STATE/COUNTY-  TX/HARTLEY
 GL1401  USGS QUAD   -  WINDY HILL (1973)
 GL1401
 GL1401                         *CURRENT SURVEY CONTROL
 GL1401  ___________________________________________________________________
 GL1401* NAD 83(1993)-  36 01 34.91683(N)    102 56 29.35570(W)     ADJUSTED  
 GL1401* NAVD 88     -      1333.11   (+/-2cm)    4373.7    (feet)  VERTCON   
 GL1401  ___________________________________________________________________
 GL1401  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 GL1401  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 GL1401
 GL1401  HORZ ORDER  -  FIRST
 GL1401  VERT ORDER  -  THIRD ? (See Below)
 GL1401
 GL1401.The horizontal coordinates were established by classical geodetic methods
 GL1401.and adjusted by the National Geodetic Survey in February 1996..
 GL1401
 GL1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1401.The vertical order pertains to the NGVD 29 superseded value.
 GL1401
 GL1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1401
 GL1401.The geoid height was determined by GEOID03.
 GL1401
 GL1401;                    North         East     Units Scale Factor Converg.
 GL1401;SPC TX N     - 1,225,751.040    70,082.300   MT  0.99996716   -0 50 07.4
 GL1401;SPC TX N     - 4,021,484.87    229,928.35   sFT  0.99996716   -0 50 07.4
 GL1401;SPC NM E     -   558,339.453   290,444.582   MT  1.00010293   +0 49 07.4
 GL1401;SPC NM E     - 1,831,818.69    952,900.27   sFT  1.00010293   +0 49 07.4
 GL1401;UTM  13      - 3,988,833.005   685,479.449   MT  1.00002392   +1 12 39.9
 GL1401
 GL1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1401!SPC TX N     -   0.99979451  x   0.99996716  =   0.99976168
 GL1401!SPC NM E     -   0.99979451  x   1.00010293  =   0.99989742
 GL1401!UTM  13      -   0.99979451  x   1.00002392  =   0.99981843
 GL1401
 GL1401|---------------------------------------------------------------------|
 GL1401| PID    Reference Object                     Distance      Geod. Az  |
 GL1401|                                                           dddmmss.s |
 GL1401| CM9292 SURE RM 1                            20.767 METERS 06018     |
 GL1401| CM9291 SURE AZ MK                                         0614138.4 |
 GL1401| CM9293 SURE RM 2                            17.368 METERS 13157     |
 GL1401|---------------------------------------------------------------------|
 GL1401
 GL1401                          SUPERSEDED SURVEY CONTROL
 GL1401
 GL1401  NAD 83(1993)-  36 01 34.91672(N)    102 56 29.35609(W) AD(       ) 1
 GL1401  NAD 83(1993)-  36 01 34.92044(N)    102 56 29.34865(W) AD(       ) 1
 GL1401  NAD 83(1986)-  36 01 34.92541(N)    102 56 29.34966(W) AD(       ) 1
 GL1401  NAD 27      -  36 01 34.79470(N)    102 56 27.60740(W) AD(       ) 1
 GL1401  NGVD 29 (07/19/86) 1332.46   (m)         4371.6    (f) LEVELING    3  
 GL1401
 GL1401.Superseded values are not recommended for survey control.
 GL1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1401.See file dsdata.txt to determine how the superseded data were derived.
 GL1401
 GL1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV8547988833(NAD 83)
 GL1401_MARKER: DS = TRIANGULATION STATION DISK
 GL1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1401
 GL1401  HISTORY     - Date     Condition        Report By
 GL1401  HISTORY     - 1960     MONUMENTED       CGS
 GL1401
 GL1401                          STATION DESCRIPTION
 GL1401
 GL1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1401'THE STATION IS ON A SANDY RIDGE APPROXIMATELY 23 MILES WEST
 GL1401'AND 3 MILES SOUTH OF DALHART, 13.5 MILES SOUTHEAST OF SEDAN,
 GL1401'NEW MEXICO, 6 MILES EAST OF THE TEXAS-NEW MEXICO STATE LINE,
 GL1401'8 MILES SOUTH OF STATE HIGHWAY 102 AND ON PROPERTY OWNED BY
 GL1401'MR. D.L. BAGOF, WHO LIVES IN AMARILLO.
 GL1401'
 GL1401'TO REACH THE STATION FROM THE CENTER OF THE SMALL TOWN OF
 GL1401'SEDAN, NEW MEXICO, GO EAST ON STATE HIGHWAY 102 FOR 5.0 MILES
 GL1401'TO THE TEXAS-NEW MEXICO STATE LINE AT A JOG IN THE ROAD
 GL1401'CONTINUE EAST ON TEXAS STATE HIGHWAY 102 FOR 8.4 MILES TO
 GL1401'A CROSSROAD.  TURN RIGHT, SOUTH, ON THE GRADED ROAD FOR 4.0
 GL1401'MILES TO A T-INTERSECTION.  TURN RIGHT, WEST, ON GRADED ROAD
 GL1401'FOR 1.0 MILE TO A SIDE ROAD AND A CATTLE GUARD ON THE LEFT AT A
 GL1401'SIGN BECK RANCH HEADQUARTERS 8 MILES.  TURN LEFT, CROSS
 GL1401'CATTLE GUARD, AND GO SOUTH ON THE GRADED ROAD FOR 2.15 MILES
 GL1401'TO A RANCH HOUSE ON THE RIGHT.  CONTINUE SOUTH ON THE GRADED
 GL1401'ROAD FOR 0.9 MILE TO A CATTLE GUARD WHERE THE ROAD BEARS TO
 GL1401'THE RIGHT.  CROSS CATTLE GUARD AND GO SOUTHWESTERLY ON THE
 GL1401'BLADED ROAD FOR 1.1 MILE TO A CATTLE GUARD AND THE
 GL1401'AZIMUTH MARK.  CROSS CATTLE GUARD AND CONTINUE
 GL1401'SOUTHWESTERLY ON THE BLADED ROAD FOR 0.8 MILE TO WHERE THE
 GL1401'ROAD CURVES TO THE LEFT AND A TRACK ROAD ON THE RIGHT AND
 GL1401'THE STATION.
 GL1401'
 GL1401'STATION MARKS ARE STANDARD DISKS STAMPED SURE 1960.  THE
 GL1401'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GL1401'3 INCHES.  IT IS APPROXIMATELY 0.05 MILE NORTH OF A CATTLE
 GL1401'GUARD AND A SIGN W.C. MARTIN RANCH WHICH FORMS AN ARCH OVER THE
 GL1401'ROAD, 35.5 FEET NORTHWEST OF THE CENTER OF THE BLADED ROAD
 GL1401'AND 34.5 FEET EAST OF THE CENTER OF THE TRACK ROAD.  THE
 GL1401'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 GL1401'BELOW THE SURFACE OF THE GROUND.
 GL1401'
 GL1401'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SURE NO. 1 1960,
 GL1401'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 GL1401'IT IS 25 FEET NORTHWEST OF THE CENTER OF THE BLADED ROAD.
 GL1401'
 GL1401'REFERENCE MARK NO. 2, A STANARD DISK STAMPED SURE NO 2 1960,
 GL1401'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GL1401'IT IS 22 FEET SOUTHEAST OF THE CENTER OF THE BLADED ROAD.
 GL1401'
 GL1401'AZIMUTH MARK, A STANDARD DISK STAMPED SURE 1960, IS SET IN
 GL1401'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 45.5
 GL1401'FEET SOUTHWEST OF THE FENCE, 45 FEET WEST OF THE CENTER OF THE
 GL1401'CATTLE GUARD, 29 FEET NORTHWEST OF THE CENTER OF THE BLADED
 GL1401'ROAD AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 GL1401'
 GL1401'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0444 ***********************************************************************
 AM0444  DESIGNATION -  SURFSIDE RADIO MAST
 AM0444  PID         -  AM0444
 AM0444  STATE/COUNTY-  TX/BRAZORIA
 AM0444  USGS QUAD   -  FREEPORT (1974)
 AM0444
 AM0444                         *CURRENT SURVEY CONTROL
 AM0444  ___________________________________________________________________
 AM0444* NAD 83(1993)-  28 58 23.26439(N)    095 15 59.49773(W)     ADJUSTED  
 AM0444* NAVD 88     -                                                        
 AM0444  ___________________________________________________________________
 AM0444  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AM0444  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AM0444
 AM0444  HORZ ORDER  -  THIRD
 AM0444
 AM0444.The horizontal coordinates were established by classical geodetic methods
 AM0444.and adjusted by the National Geodetic Survey in February 1996..
 AM0444
 AM0444
 AM0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0444
 AM0444.The geoid height was determined by GEOID03.
 AM0444
 AM0444;                    North         East     Units Scale Factor Converg.
 AM0444;SPC TXSC     - 4,132,127.301   963,775.212   MT  0.99988304   +1 49 44.7
 AM0444;SPC TXSC     -13,556,820.99  3,161,985.84   sFT  0.99988304   +1 49 44.7
 AM0444;UTM  15      - 3,207,125.196   279,152.547   MT  1.00020192   -1 05 54.1
 AM0444
 AM0444                          SUPERSEDED SURVEY CONTROL
 AM0444
 AM0444  NAD 83(1986)-  28 58 23.27292(N)    095 15 59.47783(W) AD(       ) 4
 AM0444  NAD 27      -  28 58 22.38756(N)    095 15 58.70961(W) AD(       ) 3
 AM0444
 AM0444.Superseded values are not recommended for survey control.
 AM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0444.See file dsdata.txt to determine how the superseded data were derived.
 AM0444
 AM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7915307125(NAD 83)
 AM0444_MARKER: 92 = ANTENNA ON ROOF
 AM0444_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0444
 AM0444  HISTORY     - Date     Condition        Report By
 AM0444  HISTORY     - 1979     FIRST OBSERVED   NOS
 AM0444  HISTORY     - 1982     GOOD             NOS
 AM0444  HISTORY     - 19950501 MARK NOT FOUND   USPSQD
 AM0444  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0444  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0444  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0444
 AM0444                          STATION DESCRIPTION
 AM0444
 AM0444'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0444'THE STATION IS LOCATED 2 MILES NORTHEAST OF SURFSIDE,
 AM0444'
 AM0444'TO REACH FROM THE JUNCTION OF COUNTY ROUTES 332 AND 257 IN
 AM0444'SURFSIDE GO NORTHEAST ON COUNTY ROUTE 257 FOR 2 MILES TO
 AM0444'A 7-11 GROCERY STORE ON THE LEFT AND THE STATION APPROXIMATELY
 AM0444'0.2 MILE NORTH OF COUNTY ROAD 257 IN A MARSH.
 AM0444'
 AM0444'THE STATION IS THE RED LIGHT ATOP A RADIO MAST, PAINTED
 AM0444'ALTERNATLY RED AND WHITE AND APPROXIMATELY 150 FEET HIGH.
 AM0444
 AM0444                          STATION RECOVERY (1982)
 AM0444
 AM0444'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0444'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AM0444
 AM0444                          STATION RECOVERY (1995)
 AM0444
 AM0444'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0444'MARK NOT FOUND.
 AM0444
 AM0444                          STATION RECOVERY (1998)
 AM0444
 AM0444'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0444'MARK NOT FOUND.
 AM0444
 AM0444                          STATION RECOVERY (2004)
 AM0444
 AM0444'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0444'MARK NOT FOUND.
 AM0444
 AM0444                          STATION RECOVERY (2005)
 AM0444
 AM0444'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0485 ***********************************************************************
 BO0485  DESIGNATION -  SUTTON
 BO0485  PID         -  BO0485
 BO0485  STATE/COUNTY-  TX/SUTTON
 BO0485  USGS QUAD   -  SONORA (1982)
 BO0485
 BO0485                         *CURRENT SURVEY CONTROL
 BO0485  ___________________________________________________________________
 BO0485* NAD 83(1993)-  30 35 31.77598(N)    100 41 29.28775(W)     ADJUSTED  
 BO0485* NAVD 88     -       706.     (meters)    2316.     (feet)  SCALED    
 BO0485  ___________________________________________________________________
 BO0485  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 BO0485  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 BO0485
 BO0485  HORZ ORDER  -  SECOND
 BO0485
 BO0485.The horizontal coordinates were established by classical geodetic methods
 BO0485.and adjusted by the National Geodetic Survey in February 1996..
 BO0485
 BO0485.The orthometric height was scaled from a topographic map.
 BO0485
 BO0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0485
 BO0485.The geoid height was determined by GEOID03.
 BO0485
 BO0485;                    North         East     Units Scale Factor Converg.
 BO0485;SPC TX C     - 3,102,651.268   665,655.085   MT  0.99990709   -0 11 04.1
 BO0485;SPC TX C     -10,179,281.70  2,183,903.39   sFT  0.99990709   -0 11 04.1
 BO0485;UTM  14      - 3,385,622.928   337,827.553   MT  0.99992445   -0 51 39.7
 BO0485
 BO0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0485!SPC TX C     -   0.99989273  x   0.99990709  =   0.99979983
 BO0485!UTM  14      -   0.99989273  x   0.99992445  =   0.99981719
 BO0485
 BO0485:                Primary Azimuth Mark                     Grid Az
 BO0485:SPC TX C     -  SUTTON AZ MK                             107 10 38.8
 BO0485:UTM  14      -  SUTTON AZ MK                             107 51 14.4
 BO0485
 BO0485|---------------------------------------------------------------------|
 BO0485| PID    Reference Object                     Distance      Geod. Az  |
 BO0485|                                                           dddmmss.s |
 BO0485| CV6446 SUTTON AZ MK                                       1065934.7 |
 BO0485| CV6447 SUTTON RM 1                          26.661 METERS 22415     |
 BO0485| CV6448 SUTTON RM 2                          30.879 METERS 33232     |
 BO0485|---------------------------------------------------------------------|
 BO0485
 BO0485                          SUPERSEDED SURVEY CONTROL
 BO0485
 BO0485  NAD 83(1986)-  30 35 31.77720(N)    100 41 29.27326(W) AD(       ) 2
 BO0485  NAD 27      -  30 35 31.12800(N)    100 41 27.93400(W) AD(       ) 2
 BO0485
 BO0485.Superseded values are not recommended for survey control.
 BO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0485.See file dsdata.txt to determine how the superseded data were derived.
 BO0485
 BO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3782885623(NAD 83)
 BO0485_MARKER: DS = TRIANGULATION STATION DISK
 BO0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0485
 BO0485  HISTORY     - Date     Condition        Report By
 BO0485  HISTORY     - 1944     MONUMENTED       CGS
 BO0485
 BO0485                          STATION DESCRIPTION
 BO0485
 BO0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0485'STATION IS LOCATED 16 MILES E OF THE CROCKETT-SUTTON COUNTY
 BO0485'LINE, 2 MILES, AIR LINE, NW OF SONORA, IN A SMALL CLEARING
 BO0485'ABOUT 450 FEET W OF THE DEBERRY RANCH HOUSE, AND 250 FEET N OF THE
 BO0485'CENTER LINE OF U.S. HIGHWAY 290.  IT IS 310 FEET W OF A WOOD-TOWER
 BO0485'WINDMILL AND 7 FEET NW OF A 4- BY 4-INCH WOODEN MARKER POST.
 BO0485'
 BO0485'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BO0485'CONCRETE POST THAT PROJECTS ABOUT 7 INCHES ABOVE THE GROUND.
 BO0485'IT IS STAMPED SUTTON 1944.
 BO0485'
 BO0485'REFERENCE MARK 1 IS SW OF THE STATION.  IT IS A BRONZE REFERENCE
 BO0485'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6
 BO0485'INCHES ABOVE THE GROUND.  IT IS STAMPED SUTTON NO 1 1944.
 BO0485'
 BO0485'REFERENCE MARK 2 IS WNW OF THE STATION.  IT IS A BRONZE
 BO0485'REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE POST WHICH
 BO0485'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BO0485'SUTTON NO 2 1944.
 BO0485'
 BO0485'AZIMUTH MARK IS 43 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 BO0485'290, 3 FEET N OF A FENCELINE, AND 6 FEET WNW OF A 4- BY
 BO0485'4-INCH WOODEN WITNESS POST.  IT IS A BRONZE AZIMUTH DISK
 BO0485'SET IN A SQUARE-TOPPED CONCRETE POST WHICH PROJECTS ABOUT
 BO0485'7 INCHES ABOVE THE GROUND.  IT IS STAMPED SUTTON 1944.
 BO0485'
 BO0485'TO REACH STATION FROM THE POST OFFICE IN SONORA, GO W ON
 BO0485'U.S. HIGHWAY 290 FOR 2.8 MILES TO A GATE ON RIGHT AT ENTRANCE
 BO0485'TO THE DE BERRY RANCH.  PASS THROUGH GATE AND GO NW 444 FEET
 BO0485'TO STATION AT W EDGE OF CLEARING.
 BO0485'
 BO0485'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0476 ***********************************************************************
 BO0476  DESIGNATION -  SUTTON ET
 BO0476  PID         -  BO0476
 BO0476  STATE/COUNTY-  TX/SUTTON
 BO0476  USGS QUAD   -  FLAT ROCK DRAW SE (1982)
 BO0476
 BO0476                         *CURRENT SURVEY CONTROL
 BO0476  ___________________________________________________________________
 BO0476* NAD 83(1993)-  30 17 51.30798(N)    100 49 10.66791(W)     ADJUSTED  
 BO0476* NAVD 88     -       681.8    (meters)    2237.     (feet)  VERTCON   
 BO0476  ___________________________________________________________________
 BO0476  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 BO0476  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 BO0476
 BO0476  HORZ ORDER  -  SECOND
 BO0476
 BO0476.The horizontal coordinates were established by classical geodetic methods
 BO0476.and adjusted by the National Geodetic Survey in February 1996..
 BO0476
 BO0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0476
 BO0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0476
 BO0476.The geoid height was determined by GEOID03.
 BO0476
 BO0476;                    North         East     Units Scale Factor Converg.
 BO0476;SPC TX C     - 3,070,044.009   653,221.849   MT  0.99995663   -0 15 01.7
 BO0476;SPC TX C     -10,072,302.72  2,143,112.02   sFT  0.99995663   -0 15 01.7
 BO0476;SPC TXSC     - 4,274,478.422   424,963.201   MT  1.00000415   -0 53 29.3
 BO0476;SPC TXSC     -14,023,851.29  1,394,233.44   sFT  1.00000415   -0 53 29.3
 BO0476;UTM  14      - 3,353,163.104   325,012.331   MT  0.99997778   -0 55 05.6
 BO0476
 BO0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0476!SPC TX C     -   0.99989657  x   0.99995663  =   0.99985320
 BO0476!SPC TXSC     -   0.99989657  x   1.00000415  =   0.99990071
 BO0476!UTM  14      -   0.99989657  x   0.99997778  =   0.99987435
 BO0476
 BO0476|---------------------------------------------------------------------|
 BO0476| PID    Reference Object                     Distance      Geod. Az  |
 BO0476|                                                           dddmmss.s |
 BO0476| CV6449 SUTTON ET RM 1                       11.417 METERS 26830     |
 BO0476| BO0477 ROBINSON                            APPROX.10.9 KM 2743415.2 |
 BO0476| CV6450 SUTTON ET RM 2                       10.819 METERS 35646     |
 BO0476|---------------------------------------------------------------------|
 BO0476
 BO0476                          SUPERSEDED SURVEY CONTROL
 BO0476
 BO0476  NAD 83(1986)-  30 17 51.30459(N)    100 49 10.65727(W) AD(       ) 2
 BO0476  NAD 27      -  30 17 50.62530(N)    100 49 09.29744(W) AD(       ) 2
 BO0476  NGVD 29 (07/19/86)  681.6    (m)         2236.     (f) VERT ANG       
 BO0476
 BO0476.Superseded values are not recommended for survey control.
 BO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0476.See file dsdata.txt to determine how the superseded data were derived.
 BO0476
 BO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU2501253163(NAD 83)
 BO0476_MARKER: DD = SURVEY DISK
 BO0476_SETTING: 66 = SET IN ROCK OUTCROP
 BO0476_SP_SET: PARTIALLY EXPOSED BEDROCK
 BO0476
 BO0476  HISTORY     - Date     Condition        Report By
 BO0476  HISTORY     - 1971     MONUMENTED       USGS
 BO0476
 BO0476                          STATION DESCRIPTION
 BO0476
 BO0476'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0476'THE STATION IS LOCATED SOUTH 29 DEGREES WEST, 21 MILES AIRLINE
 BO0476'DISTANCE FROM SONORA, TEXAS, AND ABOUT 600 FEET NORTH OF A
 BO0476'WINDMILL, ON THE HIGH POINT OF A LARGE ROUNDED TOP ON LAND
 BO0476'OWNED BY J. CAUTHORN ESTATE.
 BO0476'
 BO0476'TO REACH FROM SONORA, TEXAS, GO 16 MILES SOUTH ON U.S. HIGHWAY
 BO0476'277 TO RANCH ROAD 189 RIGHT, GO 11.2 MILES WEST ON RANCH ROAD
 BO0476'189 TO GRAVEL ROAD LEFT TO CAUTHORN RANCH, GO 0.3 MILES SOUTH
 BO0476'ON GRAVELED ROAD TO ROAD FORK, TURN LEFT AND GO ABOUT 350 FEET
 BO0476'EAST ACROSS COUNTRY TO STATION SITE.  12 FEET NORTHWEST OF A USGS
 BO0476'WITNESS SIGN MOUNTED ON A METAL POST.
 BO0476'
 BO0476'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET
 BO0476'IN BEDROCK.
 BO0476'
 BO0476'STATION MARK--TABLET PROJECTING 0.3 FEET ABOVE GROUND, AND
 BO0476'STAMPED SUTTON ET 1971.
 BO0476'
 BO0476'REFERENCE MARK NO. 1--TABLET IS FLUSH WITH THE GROUND, AND
 BO0476'STAMPED SUTTON ET 1971-NO. 1.
 BO0476'
 BO0476'REFERENCE MARK NO. 2--TABLET IS FLUSH WITH THE GROUND, AND
 BO0476'STAMPED SUTTON ET 1971-NO. 2.
 BO0476'
 BO0476'STATION ROBINSON USC AND GS 1943, IS VISIBLE FROM THE GROUND AT
 BO0476'THIS STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 BO0476'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0841 ***********************************************************************
 GK0841  DESIGNATION -  SW 4 SE 5 NE 6 NW 7 BLK45 1952
 GK0841  PID         -  GK0841
 GK0841  STATE/COUNTY-  TX/HANSFORD
 GK0841  USGS QUAD   -  HANSFORD CAMP (1974)
 GK0841
 GK0841                         *CURRENT SURVEY CONTROL
 GK0841  ___________________________________________________________________
 GK0841* NAD 83(1993)-  36 28 31.68804(N)    101 08 58.44413(W)     ADJUSTED  
 GK0841* NAVD 88     -       922.     (meters)    3025.     (feet)  SCALED    
 GK0841  ___________________________________________________________________
 GK0841  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 GK0841  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GK0841
 GK0841  HORZ ORDER  -  SECOND
 GK0841
 GK0841.The horizontal coordinates were established by classical geodetic methods
 GK0841.and adjusted by the National Geodetic Survey in February 1996..
 GK0841
 GK0841.The orthometric height was scaled from a topographic map.
 GK0841
 GK0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0841
 GK0841.The geoid height was determined by GEOID03.
 GK0841
 GK0841;                    North         East     Units Scale Factor Converg.
 GK0841;SPC TX N     - 1,274,694.637   231,407.991   MT  1.00008124   +0 12 11.1
 GK0841;SPC TX N     - 4,182,060.65    759,211.05   sFT  1.00008124   +0 12 11.1
 GK0841;SPC OK N     -   168,287.329   317,798.617   MT  0.99995982   -1 51 31.3
 GK0841;SPC OK N     -   552,122.68  1,042,644.30   sFT  0.99995982   -1 51 31.3
 GK0841;UTM  14      - 4,038,835.139   307,420.815   MT  1.00005695   -1 16 41.8
 GK0841
 GK0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0841!SPC TX N     -   0.99985951  x   1.00008124  =   0.99994074
 GK0841!SPC OK N     -   0.99985951  x   0.99995982  =   0.99981933
 GK0841!UTM  14      -   0.99985951  x   1.00005695  =   0.99991645
 GK0841
 GK0841                          SUPERSEDED SURVEY CONTROL
 GK0841
 GK0841  NAD 83(1993)-  36 28 31.68804(N)    101 08 58.44474(W) AD(       ) 2
 GK0841  NAD 83(1986)-  36 28 31.69267(N)    101 08 58.42977(W) AD(       ) 2
 GK0841  NAD 27      -  36 28 31.59100(N)    101 08 56.86100(W) AD(       ) 2
 GK0841
 GK0841.Superseded values are not recommended for survey control.
 GK0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0841.See file dsdata.txt to determine how the superseded data were derived.
 GK0841
 GK0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0742138835(NAD 83)
 GK0841_MARKER: DS = TRIANGULATION STATION DISK
 GK0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0841+STABILITY: SURFACE MOTION
 GK0841
 GK0841  HISTORY     - Date     Condition        Report By
 GK0841  HISTORY     - 1952     MONUMENTED       CGS
 GK0841
 GK0841                          STATION DESCRIPTION
 GK0841
 GK0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0841'THE STATION IS LOCATED ABOUT 18-1/2 MILES NORTH NORTHEAST
 GK0841'OF SPEARMAN, 10 MILES EAST SOUTHEAST OF HITCHLAND, 2.0 MILES
 GK0841'SOUTH OF THE TEXAS-OKLAHOMA STATE LINE, 2 MILES NORTH NORTHEAST
 GK0841'OF THE NEW HOPE SCHOOL, 3.3 MILES WEST OF THE OCHILTREE-HANSFORD
 GK0841'COUNTY LINE, AND ABOUT 2 MILES NORTHWEST OF PALODURO CREEK.
 GK0841'
 GK0841'THE STATION IS A BRONZE DISK STAMPED SW 4 SE 5 NE 6 NW 7 BLK 45
 GK0841'SET IN TOP OF A CYLINDRICAL CONCRETE POST FLUSH WITH THE
 GK0841'GROUND SURFACE.  IT IS 75 FEET WEST OF A BENCH, AND 46 FEET EAST
 GK0841'OF A NORTH-SOUTH FENCE, AND IS 37.159 FEET 11.326 METERS
 GK0841'NORTH OF STATION OTEX.
 GK0841'
 GK0841'TO REACH THE STATION FROM THE POST OFFICE IN HITCHLAND GO
 GK0841'NORTH FOR 0.1 MILE.  TURN RIGHT AND GO EAST FOR 4.0 MILES,
 GK0841'CROSSING RAILROAD TRACKS AND FOLLOWING THE MAIN TRAVELED
 GK0841'ROAD TO A T ROAD AND A SIGN PANHANDLE EASTERN PIPELINE COMPANY.
 GK0841'TURN LEFT AND GO EAST FOR 5.8 MILES TO A RANCH HOUSE ON THE
 GK0841'RIGHT AND A STEEL GATE.  PASS THROUGH AND CONTINUE EAST FOR
 GK0841'0.25 MILE TO THREE WIRE GATES.  PASS THROUGH THE MIDDLE GATE
 GK0841'AND KEEP STRAIGHT AHEAD ALONG THE NORTH SIDE OF A FENCE FOR
 GK0841'0.5 MILE TO A FENCE CORNER.  TURN RIGHT AND GO SOUTH FOR
 GK0841'0.4 MILE TO AN OLD CORRAL.  TURN LEFT AND FOLLOW A DIM TRACK
 GK0841'ROAD NORTHEASTERLY 0.5 MILE.  TURN LEFT OFF TRACK ROAD AND
 GK0841'GO NORTH ACROSS COUNTRY FOR 0.3 MILE TO A NORTH-SOUTH FENCE
 GK0841'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1815 ***********************************************************************
 AY1815  DESIGNATION -  SW BELL TEL CO TV TWR KKC 92
 AY1815  PID         -  AY1815
 AY1815  STATE/COUNTY-  TX/BEXAR
 AY1815  USGS QUAD   -  BULVERDE (1988)
 AY1815
 AY1815                         *CURRENT SURVEY CONTROL
 AY1815  ___________________________________________________________________
 AY1815* NAD 83(1993)-  29 43 48.51057(N)    098 24 12.95522(W)     ADJUSTED  
 AY1815* NAVD 88     -                                                        
 AY1815  ___________________________________________________________________
 AY1815  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 AY1815  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AY1815
 AY1815  HORZ ORDER  -  THIRD
 AY1815
 AY1815.The horizontal coordinates were established by classical geodetic methods
 AY1815.and adjusted by the National Geodetic Survey in February 1996..
 AY1815
 AY1815
 AY1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1815
 AY1815.The geoid height was determined by GEOID03.
 AY1815
 AY1815;                    North         East     Units Scale Factor Converg.
 AY1815;SPC TXSC     - 4,210,365.091   657,692.826   MT  0.99988695   +0 17 31.9
 AY1815;SPC TXSC     -13,813,506.14  2,157,780.55   sFT  0.99988695   +0 17 31.9
 AY1815;UTM  14      - 3,289,032.363   557,677.052   MT  0.99964104   +0 17 44.8
 AY1815
 AY1815                          SUPERSEDED SURVEY CONTROL
 AY1815
 AY1815  NAD 83(1986)-  29 43 48.51697(N)    098 24 12.93751(W) AD(       ) 4
 AY1815  NAD 27      -  29 43 47.71700(N)    098 24 11.87800(W) AD(       ) 3
 AY1815
 AY1815.Superseded values are not recommended for survey control.
 AY1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1815.See file dsdata.txt to determine how the superseded data were derived.
 AY1815
 AY1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5767789032(NAD 83)
 AY1815_MARKER: 43 = RADIO/TV TOWER
 AY1815
 AY1815  HISTORY     - Date     Condition        Report By
 AY1815  HISTORY     - 1956     FIRST OBSERVED   CGS
 AY1815
 AY1815                          STATION DESCRIPTION
 AY1815
 AY1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1815'THE STATION IS ABOUT 22 MILES NORTH OF SAN ANTONIO AND 2
 AY1815'MILES EAST OF THE JUNCTION OF U.S. HIGHWAY 281 AND FARM
 AY1815'ROAD 1863.  IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 160 FEET
 AY1815'HIGH AND THE POINT OBSERVED ON WAS THE CENTER OF THE TOP
 AY1815'OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0870 ***********************************************************************
 AH0870  DESIGNATION -  SW CORNER
 AH0870  PID         -  AH0870
 AH0870  STATE/COUNTY-  TX/NUECES
 AH0870  USGS QUAD   -  CONCORDIA (1975)
 AH0870
 AH0870                         *CURRENT SURVEY CONTROL
 AH0870  ___________________________________________________________________
 AH0870* NAD 83(1986)-  27 34 44.     (N)    097 40 37.     (W)     SCALED    
 AH0870* NAVD 88     -        12.272  (meters)      40.26   (feet)  ADJUSTED  
 AH0870  ___________________________________________________________________
 AH0870  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH0870  DYNAMIC HT  -          12.253 (meters)      40.20  (feet)  COMP
 AH0870  MODELED GRAV-     979,109.2   (mgal)                       NAVD 88
 AH0870
 AH0870  VERT ORDER  -  SECOND    CLASS 0
 AH0870
 AH0870.The horizontal coordinates were scaled from a topographic map and have
 AH0870.an estimated accuracy of +/- 6 seconds.
 AH0870
 AH0870.The orthometric height was determined by differential leveling
 AH0870.and adjusted by the National Geodetic Survey in June 1991..
 AH0870
 AH0870.The geoid height was determined by GEOID03.
 AH0870
 AH0870.The dynamic height is computed by dividing the NAVD 88
 AH0870.geopotential number by the normal gravity value computed on the
 AH0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0870.degrees latitude (g = 980.6199 gals.).
 AH0870
 AH0870.The modeled gravity was interpolated from observed gravity values.
 AH0870
 AH0870;                    North         East    Units  Estimated Accuracy
 AH0870;SPC TX S     - 5,212,130.      381,270.      MT  (+/- 180 meters Scaled)
 AH0870
 AH0870                          SUPERSEDED SURVEY CONTROL
 AH0870
 AH0870  NGVD 29 (??/??/92)   12.391  (m)           40.65   (f) ADJ UNCH    2 0
 AH0870
 AH0870.Superseded values are not recommended for survey control.
 AH0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0870.See file dsdata.txt to determine how the superseded data were derived.
 AH0870
 AH0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR305512(NAD 83)
 AH0870_MARKER: Z = SEE DESCRIPTION
 AH0870_SETTING: 0 = UNSPECIFIED SETTING
 AH0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0870
 AH0870  HISTORY     - Date     Condition        Report By
 AH0870  HISTORY     - UNK      MONUMENTED       DOD
 AH0870  HISTORY     - 1945     GOOD             NGS
 AH0870
 AH0870                          STATION DESCRIPTION
 AH0870
 AH0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AH0870'8.1 MI E FROM BISHOP.
 AH0870'TO REACH FROM THE BISHOP HIGHSCHOOL BY GOING EASTERLY ALONG ROAD TO
 AH0870'THE CHAPMAN RANCH 7.9 MILES TO A PAVED T ROAD LEADING NORTH TO
 AH0870'OUTLYING LANDING FIELD 24, THENCE TURN LEFT (NORTH) TO THE ENTRANCE OF
 AH0870'THE LANDING FIELD 0.2 MILE.  THE B.M. IS AT THE SOUTHWEST CORNER OF
 AH0870'THE LANDING FIELD, 75 FEET SOUTH OF THE GATE AT THE ENTRANCE, AN IRON
 AH0870'PIN DROVE IN THE GROUND, ABOUT 3 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2296 ***********************************************************************
 AN2296  DESIGNATION -  SWAN REFERENCE MARK
 AN2296  PID         -  AN2296
 AN2296  STATE/COUNTY-  TX/CALHOUN
 AN2296  USGS QUAD   -  SEADRIFT (1973)
 AN2296
 AN2296                         *CURRENT SURVEY CONTROL
 AN2296  ___________________________________________________________________
 AN2296* NAD 83(1993)-  28 23 19.75165(N)    096 42 37.01286(W)     ADJUSTED  
 AN2296* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2296  ___________________________________________________________________
 AN2296  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AN2296  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN2296
 AN2296  HORZ ORDER  -  SECOND
 AN2296
 AN2296.The horizontal coordinates were established by classical geodetic methods
 AN2296.and adjusted by the National Geodetic Survey in February 1996..
 AN2296
 AN2296.The orthometric height was scaled from a topographic map.
 AN2296
 AN2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2296
 AN2296.The geoid height was determined by GEOID03.
 AN2296
 AN2296;                    North         East     Units Scale Factor Converg.
 AN2296;SPC TXSC     - 4,063,762.148   824,392.726   MT  0.99999843   +1 07 18.3
 AN2296;SPC TXSC     -13,332,526.31  2,704,695.14   sFT  0.99999843   +1 07 18.3
 AN2296;UTM  14      - 3,142,407.291   724,350.606   MT  1.00022124   +1 05 20.8
 AN2296
 AN2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2296!SPC TXSC     -   1.00000409  x   0.99999843  =   1.00000252
 AN2296!UTM  14      -   1.00000409  x   1.00022124  =   1.00022533
 AN2296
 AN2296|---------------------------------------------------------------------|
 AN2296| PID    Reference Object                     Distance      Geod. Az  |
 AN2296|                                                           dddmmss.s |
 AN2296| CV6845 SWAN REFERENCE MARK RM 3             60.777 METERS 05211     |
 AN2296| CV6844 SWAN REFERENCE MARK RM 2                           08109     |
 AN2296| AN2298 WINDMILL A SWAN POINT               APPROX. 3.2 KM 1085833.2 |
 AN2296| AN2291 WINDMILL B MOSQUITO POINT           APPROX. 3.9 KM 1562841.3 |
 AN2296| AN2324 AUSTWELL                            APPROX.11.5 KM 2643018.8 |
 AN2296| CV6843 SWAN REFERENCE MARK RM 1             36.911 METERS 26735     |
 AN2296|---------------------------------------------------------------------|
 AN2296
 AN2296                          SUPERSEDED SURVEY CONTROL
 AN2296
 AN2296  NAD 83(1986)-  28 23 19.76193(N)    096 42 36.99536(W) AD(       ) 2
 AN2296  NAD 27      -  28 23 18.75000(N)    096 42 36.05800(W) AD(       ) 2
 AN2296
 AN2296.Superseded values are not recommended for survey control.
 AN2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2296.See file dsdata.txt to determine how the superseded data were derived.
 AN2296
 AN2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2435142407(NAD 83)
 AN2296_MARKER: G = GLASS BOTTLE
 AN2296_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2296
 AN2296  HISTORY     - Date     Condition        Report By
 AN2296  HISTORY     - 1911     MONUMENTED       CGS
 AN2296  HISTORY     - 1930     GOOD             CGS
 AN2296  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AN2296  HISTORY     - 1931     GOOD             CGS
 AN2296  HISTORY     - 1934     GOOD             CGS
 AN2296  HISTORY     - 1946     SEE DESCRIPTION  USE
 AN2296  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AN2296
 AN2296                          STATION DESCRIPTION
 AN2296
 AN2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (WM)
 AN2296'ABOUT 1-1/2 MILES S OF SEADRIFT, ON EXTREMITY OF SWAN PT., ON
 AN2296'E SHORE OF SAN ANTONIO BAY.  STATION MARK IS LOST, BEING
 AN2296'FOUND UPROOTED AND BROKEN IN THE EDGE OF THE WATER.  BOTH
 AN2296'REFERENCE MARKS FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 AN2296'SHOULD BE USED FOR TIE.  IT IS A BOTTLE, MOUTH UPWARD, IN A MASS
 AN2296'OF CONCRETE, ON A SLIGHT KNOLL, 270 PACES S OF E OF THE
 AN2296'EXTREMITY OF SWAN PT., 11 PACES N OF BLUFF BANK, AND 80 YARDS W
 AN2296'OF LAST LARGE BED OF PRICKLY PEARS ON THE POINT.  REFERENCE
 AN2296'MARK NO. 2 IS A STANDARD TABLET, 41 PACES W OF NO. 1, AND IS
 AN2296'3 METERS N OF BLUFF BANK AND 30 PACES E OF A 4- BY 4-INCH POST
 AN2296'STANDING IN WATERS EDGE.  STATION OR SUB MARK WAS FOUND
 AN2296'NEAR THIS POST.
 AN2296'
 AN2296'REACHED FROM SEADRIFT BY THE OLD SETTLEMENT ROAD E AND S 1.6
 AN2296'MILES TO END AT A CATTLE GUARD.  PASS THROUGH GUARD, AND FOLLOW
 AN2296'SAND TRAIL 0.2 MILE TO FORK.  TAKE RIGHT HAND 0.3 MILE TO A
 AN2296'WINDMILL, THENCE IN A SOUTHWESTERLY DIRECTION 1.1 MILES TO
 AN2296'STATION.  IT IS BEST TO KEEP W FROM WINDMILL TO SHORE, THENCE
 AN2296'AS NEAR SHORE AS POSSIBLE TO AVOID DEVIL HEADS.  GREAT CARE MUST
 AN2296'BE TAKEN TO AVOID THESE OR TIRE TROUBLE WILL BE LEGION.
 AN2296'
 AN2296'30-FOOT SIGNAL AND CONCRETE MARKS REQUIRED.  SUPPLIES AT
 AN2296'SEADRIFT.
 AN2296
 AN2296                          STATION RECOVERY (1931)
 AN2296
 AN2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2296'ORIGINAL STATION SWAN WASHED BY WAVE ACTION.  BOTH OLD REFERENCE
 AN2296'MARKS WERE FOUND IN GOOD CONDITION.
 AN2296'
 AN2296'REFERENCE MARK NO. 1 WAS USED FOR THIS TIE-IN.  IT WAS REMARKED
 AN2296'BY PLACING A BRONZE DISK IN THE ORIGINAL MASS OF CONCRETE WHICH
 AN2296'HELD THE REFERENCE MARK.  THIS BRONZE DISK WAS STAMPED SWAN
 AN2296'R.M. 1911-1931.  THIS MARK IS NOW 33 FEET NORMAL NW FROM EDGE
 AN2296'OF BANK.
 AN2296'
 AN2296'OLD REFERENCE MARK NO. 2 WAS STAMPED SWAN R.M. NO. 1 1911, 1931,
 AN2296'AND IS NOW 8 FEET N OF EDGE OF BANK.
 AN2296'
 AN2296'TWO NEW REFERENCE MARKS WERE ESTABLISHED AS FOLLOWS--
 AN2296'
 AN2296'REFERENCE MARK NO. 2 IS NE OF STATION IN THE NECK OF THE POINT.
 AN2296'
 AN2296'REFERENCE MARK NO. 3 IS N OF STATION ON SMALL SLIGHTLY RAISED
 AN2296'MOUND.
 AN2296
 AN2296                          STATION RECOVERY (1931)
 AN2296
 AN2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2296'ABOUT 1-1/2 MILES S OF SEADRIFT, ON THE EXTREMITY OF SWAN POINT,
 AN2296'ON THE E SHORE OF SAN ANTONIO BAY.
 AN2296'
 AN2296'IN 1930 THE 1911 STATION MARK WAS FOUND BROKEN AND LYING AT
 AN2296'WATERS EDGE.  BOTH REFERENCE MARKS OF 1911 WERE RECOVERED IN
 AN2296'GOOD CONDITION.  REFERENCE MARK 1 WAS USED AS A SUPPLEMENTARY
 AN2296'STATION AND CONNECTED WITH THE GULF COAST ARC.  IT WAS 66.325
 AN2296'METERS (217.6 FEET) FROM THE ORIGINAL STATION N 86 DEG 05 MIN E.
 AN2296'IT WAS MARKED ORIGINALLY BY BOTTLES SET IN
 AN2296'CONCRETE FOR BOTH SURFACE AND UNDERGROUND MARKS.  IN 1931 A
 AN2296'BRONZE STATION MARK WAS SET IN THE UPPER MASS OF CONCRETE AND
 AN2296'STAMPED SWAN R.M. 1911 1931.  THIS MARK IS NOW 33 FEET FROM
 AN2296'EDGE OF BANK, ON A SLIGHT KNOLL, 270 PACES S OF E FROM THE
 AN2296'EXTREMITY OF SWAN POINT, AND 80 YARDS W OF LAST LARGE BED OF
 AN2296'PRICKLY PEAR ON THE POINT.
 AN2296'
 AN2296'REFERENCE MARK 2 OF 1911 MARKED UNDERGROUND BY A BOTTLE IN
 AN2296'CONCRETE AND AT THE SURFACE BY A BRONZE DISK IN CONCRETE, STAMPED
 AN2296'SWAN R.M. NO 1 1911 1931.  IT IS NOW 8 FEET N FROM EDGE OF
 AN2296'BANK, 30 PACES E OF A 4- BY 4-INCH WOODEN WITNESS POST STANDING
 AN2296'AT WATERS EDGE, AND 121.1 FEET FROM STATION S 87 DEG 35 MIN W.
 AN2296'
 AN2296'TWO NEW REFERENCE MARKS WERE ESTABLISHED IN 1931, PROBABLY BRONZE
 AN2296'REFERENCE DISKS IN CONCRETE.  REFERENCE MARK 2 IS ON NECK OF
 AN2296'POINT, 0.1 MILE (SPEEDOMETER) FROM STATION N 81 DEG 09 MIN E.
 AN2296'REFERENCE MARK 3 IS ON A SLIGHTLY RAISED MOUND,
 AN2296'199.4 FEET FROM STATION N 52 DEG 11 MIN E.
 AN2296'
 AN2296'STATION WAS REACHED FROM SEADRIFT BY THE OLD SETTLEMENT ROAD
 AN2296'E AND S FOR 1.6 MILES TO END AT CATTLE GUARD.  PASS THROUGH
 AN2296'GUARD AND FOLLOW SAND TRAIL 0.2 MILE TO FORK.  TAKE RIGHT-HAND
 AN2296'FORK FOR 0.3 MILE TO WINDMILL AND PROCEED THENCE IN A SW
 AN2296'DIRECTION FOR 1.1 MILES TO STATION.
 AN2296
 AN2296                          STATION RECOVERY (1934)
 AN2296
 AN2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2296'STATION IS LOCATED 1 MILE S OF SEADRIFT, ON THE E SHORE OF
 AN2296'SAN ANTONIO BAY, ON SWAN POINT.  IT IS 200 METERS ESE OF THE
 AN2296'EXTREME END OF POINT, 8 METERS N OF EDGE OF BLUFF ON S SIDE OF
 AN2296'POINT, 60 METERS SE OF N SIDE OF POINT, AND 60 METERS E OF
 AN2296'BREAK WHERE POINT CHANGES FROM BLUFF TO TIDE FLAT.  STATION
 AN2296'IS MARKED BY STANDARD DISK IN SQUARE CONCRETE MONUMENT.
 AN2296'
 AN2296'REFERENCE MARK 1 IS 121.18 FEET FROM STATION AND IS LOCATED
 AN2296'ABOUT 4 FEET N OF EDGE OF BLUFF.
 AN2296'
 AN2296'REFERENCE MARK 2 IS 0.1 MILE ENE OF STATION AND IS LOCATED IN
 AN2296'THE NECK OF THE POINT.
 AN2296'
 AN2296'REFERENCE MARK 3 IS 199.41 FEET NE OF STATION AND IS LOCATED ON A
 AN2296'SLIGHTLY RAISED MOUND.
 AN2296'
 AN2296'THE DISTANCE BETWEEN R.M. 1 AND R.M. 3 IS 306.45 FEET.  REFERENCE
 AN2296'MARKS ARE MARKED BY STANDARD DISKS IN SQAURE CONCRETE MONUMENTS.
 AN2296'
 AN2296'THE DISTANCE TO REFERENCE MARK 1 WAS REMEASURED IN JANUARY 1935
 AN2296'AND FOUND TO AGREE WITH THE 1931 DISTANCE.
 AN2296'
 AN2296'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2296'HOTEL SEADRIFT, 338 DEG.  AUSTWELL, WATER TANK, 259 DEG.
 AN2296'WELDERS BOATHOUSE AT MOSQUITO POINT, 168 DEG.
 AN2296
 AN2296                          STATION RECOVERY (1946)
 AN2296
 AN2296'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2296'DETAILED STATEMENT AS TO THE FITNESS OF THE ORIGINAL DESCRIPTION--
 AN2296'THE 1942 AND 1945 HURRICANE DESTROYED SEVERAL FEET OF THE S
 AN2296'BANK OF SWAN POINT.  REFERENCE MARK 1 WAS FOUND WASHED OUT AND
 AN2296'THE MAIN STATION HAS BEEN LOST.  REFERENCE MARK 2 WAS FOUND IN
 AN2296'GOOD CONDITION.  ANOTHER REFERENCE STATION MARKED NO 1 SWAN R.M.
 AN2296'2 1911-1931 WAS FOUND IN GOOD CONDITION.  IT IS BELIEVED THAT
 AN2296'THIS REFERENCE MARK IS THE REFERENCE MARK 3 MENTIONED IN THE
 AN2296'DESCRIPTION.  SWAN REFERENCE MARK 2 IS S 87 DEG E, 464
 AN2296'FEET FROM NO 1 SWAN R.M. 2.  NO. 1 SWAN R.M. 2 IS ABOUT
 AN2296'140 FEET NE OF THE S BANK.
 AN2296
 AN2296                          STATION RECOVERY (1947)
 AN2296
 AN2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2296'STATION WAS FOUND DESTROYED IN THE WATER.
 AN2296'
 AN2296'REFERENCE MARK 1 WAS FOUND OVERTURNED AND IT IS RECOMMENDED THAT
 AN2296'IT BE CLASSIFIED AS DESTROYED.
 AN2296'
 AN2296'REFERENCE MARK 2 WAS FOUND AS DESCRIBED AND IS STAMPED SWAN
 AN2296'R M NO 2.
 AN2296'
 AN2296'REFERENCE MARK 3 WAS FOUND IN GOOD CONDITION AND IS STAMPED
 AN2296'NO 1 SWAN R M NO 2 1911 1931.  THIS MARK FITS THE DESCRIPTION
 AN2296'FOR REFERENCE MARK 3 AND IS IN THE RIGHT DIRECTION FORM AUSTWELL,
 AN2296'1931, AS GIVEN IN THE LIST OF GEOGRAPHIC POSITIONS AND IS
 AN2296'THEREFORE ALMOST CERTAINLY IN THE RECORDED POSITION OF REFERENCE
 AN2296'MARK 3 DESPITE THE CONFUSED STAMPING.
 AN2296'
 AN2296'THE TWO REFERENCE MARKS FOUND WERE THOSE SET IN 1931 WHEN THE
 AN2296'ORIGINAL REFERENCE MARK 1 OF SWAN 1911 WAS MADE STATION SWAN
 AN2296'REFERENCE MARK 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1660 ***********************************************************************
 AH1660  DESIGNATION -  SWATNER
 AH1660  PID         -  AH1660
 AH1660  STATE/COUNTY-  TX/NUECES
 AH1660  USGS QUAD   -  OSO CREEK NE (1975)
 AH1660
 AH1660                         *CURRENT SURVEY CONTROL
 AH1660  ___________________________________________________________________
 AH1660* NAD 83(1993)-  27 43 43.31451(N)    097 21 08.65644(W)     ADJUSTED  
 AH1660* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 AH1660  ___________________________________________________________________
 AH1660  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AH1660  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AH1660
 AH1660  HORZ ORDER  -  SECOND
 AH1660
 AH1660.The horizontal coordinates were established by classical geodetic methods
 AH1660.and adjusted by the National Geodetic Survey in February 1996..
 AH1660
 AH1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1660
 AH1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1660
 AH1660.The geoid height was determined by GEOID03.
 AH1660
 AH1660;                    North         East     Units Scale Factor Converg.
 AH1660;SPC TX S     - 5,228,976.635   413,156.709   MT  0.99997518   +0 31 15.7
 AH1660;SPC TX S     -17,155,400.84  1,355,498.30   sFT  0.99997518   +0 31 15.7
 AH1660;UTM  14      - 3,068,236.215   662,412.433   MT  0.99992559   +0 46 00.4
 AH1660
 AH1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1660!SPC TX S     -   1.00000315  x   0.99997518  =   0.99997833
 AH1660!UTM  14      -   1.00000315  x   0.99992559  =   0.99992874
 AH1660
 AH1660|---------------------------------------------------------------------|
 AH1660| PID    Reference Object                     Distance      Geod. Az  |
 AH1660|                                                           dddmmss.s |
 AH1660| CS4331 SWATNER RM 1                         19.998 METERS 00502     |
 AH1660| CS4332 SWATNER RM 2                         19.737 METERS 28401     |
 AH1660|---------------------------------------------------------------------|
 AH1660
 AH1660                          SUPERSEDED SURVEY CONTROL
 AH1660
 AH1660  NAD 83(1986)-  27 43 43.32514(N)    097 21 08.63380(W) AD(       ) 2
 AH1660  NGVD 29 (06/28/90)    6.4    (m)           21.     (f) VERT ANG       
 AH1660
 AH1660.Superseded values are not recommended for survey control.
 AH1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1660.See file dsdata.txt to determine how the superseded data were derived.
 AH1660
 AH1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6241268236(NAD 83)
 AH1660_MARKER: DS = TRIANGULATION STATION DISK
 AH1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1660_SP_SET: CONCRETE POST
 AH1660_STAMPING: SWATNER 1985
 AH1660_MARK LOGO: NGS   
 AH1660_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1660+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AH1660
 AH1660  HISTORY     - Date     Condition        Report By
 AH1660  HISTORY     - 1985     MONUMENTED       NGS
 AH1660  HISTORY     - 1985     GOOD             NGS
 AH1660  HISTORY     - 19890215 GOOD             NOS
 AH1660  HISTORY     - 19891019 GOOD             NOS
 AH1660  HISTORY     - 19970726 GOOD             USPSQD
 AH1660  HISTORY     - 20020628 GOOD             USPSQD
 AH1660  HISTORY     - 20050820 GOOD             USPSQD
 AH1660
 AH1660                          STATION DESCRIPTION
 AH1660
 AH1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1660'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI)
 AH1660'SOUTHEAST OF THE CORPUS CHRISTI CITY HALL, 3.2 KM (2.0 MI)
 AH1660'NORTHWEST OF CORPUS CHRISTI UNIVERSITY IN SOUTHEAST CORPUS CHRISTI
 AH1660'AND AT SWATNER PARK.
 AH1660'OWNERSHIP--CITY OF CORPUS CHRISTI, MR GERALD SMITH CITY ENGINEER,
 AH1660'DEPT OF ENGINEERING AND PHSICAL DEVEL, POST OFFICE BOX 9277, 302
 AH1660'SOUTH SHORELINE, CORPUS CHRISTI TX 78469, PHONE 512-880-3040.
 AH1660'
 AH1660'TO REACH THE STATION FROM THE CORPUS CHRISTI CITY HALL, GO
 AH1660'SOUTHERLY ON SHORLINE BOULEVARD (TURNS TO OCEAN DRIVE) FOR 5.3 KM
 AH1660'(3.3 MI) TO DODDRIDGE AVENUE. CONTINUE AHEAD FOR 2.8 KM (1.75 MI)
 AH1660'TO PALOMA STREET. CONTINUE SOUTHEAST ON OCEAN DRIVE FOR 0.4 KM
 AH1660'(0.25 MI) TO THE PARK ENTRANCE AND EXIT TO SWATNER PARK. TURN LEFT
 AH1660'INTO THE PARK TO A SIDEWALK ON RIGHT AND STATION JUST BEYOND.
 AH1660'
 AH1660'THE STATION IS A STANDARD NGS DISK
 AH1660'STAMPED---SWATNER 1985---,
 AH1660'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1660'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH1660'23.9 METERS (78.3 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 AH1660'THE NORTHEAST DRIVE INTO PARK,
 AH1660'16.1 METERS (52.7 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 AH1660'NORTHEAST BOUND LANE OF OCEAN DR AND
 AH1660'5.0 METERS (16.3 FT) NORTH-NORTHEAST FROM THE SOUTH-SOUTHWEST EDGE
 AH1660'OF SIDEWALK.
 AH1660'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1660'STAMPED---SWATNER 1985---,
 AH1660'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1660'
 AH1660'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1660'STAMPED---SWATNER NO 1 1985---,
 AH1660'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1660'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH1660'14.9 METERS (49.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 AH1660'THE NORTHEAST DRIVE INTO PARK,
 AH1660'13.0 METERS (42.7 FT) EAST-NORTHEAST FROM A NO MOTOR VEHICLE SIGN,
 AH1660'10.8 METERS (35.4 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST EDGE
 AH1660'OF SIDEWALK AND
 AH1660'0.5 METER (1.5 FT) WEST-NORTHWEST FROM A PUSH UP SIGN.
 AH1660'MARK IS 0.4 METER BELOW THE STATION.
 AH1660'
 AH1660'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AH1660'STAMPED---SWATNER NO 2 1985---,
 AH1660'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1660'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH1660'13.4 METERS (44.0 FT) SOUTHWEST FROM THE NO MOTOR VEHICLE SIGN,
 AH1660'5.1 METERS (16.8 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 AH1660'DRIVE INTO PARK AND
 AH1660'0.4 METER (1.2 FT) NORTH-NORTHEAST FROM A LARGE WOODEN GREEN BOX
 AH1660'AND AN ORANGE WITNESS POST.
 AH1660'MARK IS LEVEL WITH THE STATION.
 AH1660'
 AH1660'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 AH1660'
 AH1660'NO AZIMUTH OR LONG REFERENCE MARK SET, STATIONS DODDRIDGE OR CALLO
 AH1660'2 1963 WILL SERVE AS AN AZIMUTH.
 AH1660'
 AH1660'DESCRIBED BY J. N. LEONHARDT.
 AH1660
 AH1660                          STATION RECOVERY (1985)
 AH1660
 AH1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1660'RECOVERED IN GOOD CONDITION.
 AH1660
 AH1660                          STATION RECOVERY (1989)
 AH1660
 AH1660'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1660'THE STATION IS LOCATED ABOUT 7.7 KM (4.80 MI) SE OF THE CORPUS CHRISTI
 AH1660'CITY HALL, 3.2 KM (2.00 MI) NW OF CORPUS CHRISTI UNIVERSITY IN SE
 AH1660'CORPUS CHRISTI AND AT SWATNER PARK.  OWNERSHIP--CITY OF CORPUS
 AH1660'CHRISTI, MR. GERALD SMITH ENGINEER, DEPT OF ENGINEERING AND PHYSICAL
 AH1660'DEVEL, POST OFFICE BOX 9277, 302 SOUTH SHORELINE, CORPUS CHRISTI, TX
 AH1660'78469, PHONE 512-880-3040.
 AH1660'TO REACH THE STATION FROM THE CORPUS CHRISTI CITY HALL, GO SOUTHERLY
 AH1660'ON SHORELINE BLVD (TURNS TO OCEAN DRIVE) FOR 5.3 KM (3.30 MI) TO
 AH1660'DODDRIDGE AVENUE.  CONTINUE AHEAD FOR 2.8 KM (1.75 MI) TO PALOMA
 AH1660'STREET.  CONTINUE SE ON OCEAN DRIVE FOR 0.4 KM (0.25 MI) TO THE PARK
 AH1660'ENTRANCE AND EXIT TO SWATNER PARK.  TURN LEFT INTO THE PARK TO A
 AH1660'SIDEWALK ON RIGHT AND STATION JUST BEYOND.
 AH1660'THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND
 AH1660'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 AH1660'23.9 M (78.4 FT) ESE FROM THE APPROXIMATE CENTER OF THE NE DRIVE INTO
 AH1660'PARK, 16.1 M (52.8 FT) SSW FROM THE CENTERLINE OF NE BOUND LANE OF
 AH1660'OCEAN DRIVE AND 5.0 M (16.4 FT) NNE FROM THE SSW EDGE OF SIDEWALK.
 AH1660'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---SWATNER 1985---,
 AH1660'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT) BELOW THE
 AH1660'SURFACE.
 AH1660'STATIONS DOODRIDGE OR CALLO 2 1963 WILL SERVE AS AN AZIMUTH.
 AH1660
 AH1660                          STATION RECOVERY (1989)
 AH1660
 AH1660'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1660'RECOVERED AS DESCRIBED.  THE STATION WAS RECOVERED FOR USE AS A
 AH1660'HYDROGRAPHIC STATION. RECOVERED BY P B WALBOLT.
 AH1660
 AH1660                          STATION RECOVERY (1997)
 AH1660
 AH1660'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1660'RECOVERED IN GOOD CONDITION.
 AH1660
 AH1660                          STATION RECOVERY (2002)
 AH1660
 AH1660'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1660'RECOVERED IN GOOD CONDITION.
 AH1660
 AH1660                          STATION RECOVERY (2005)
 AH1660
 AH1660'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AH1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1269 ***********************************************************************
 DM1269  DESIGNATION -  SWAUANO
 DM1269  PID         -  DM1269
 DM1269  STATE/COUNTY-  TX/TITUS
 DM1269  USGS QUAD   -  CASON (1980)
 DM1269
 DM1269                         *CURRENT SURVEY CONTROL
 DM1269  ___________________________________________________________________
 DM1269* NAD 83(1993)-  33 06 08.55085(N)    094 50 03.48243(W)     ADJUSTED  
 DM1269* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 DM1269  ___________________________________________________________________
 DM1269  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DM1269  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DM1269
 DM1269  HORZ ORDER  -  THIRD
 DM1269
 DM1269.The horizontal coordinates were established by classical geodetic methods
 DM1269.and adjusted by the National Geodetic Survey in February 1996..
 DM1269
 DM1269.The orthometric height was scaled from a topographic map.
 DM1269
 DM1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1269
 DM1269.The geoid height was determined by GEOID03.
 DM1269
 DM1269;                    North         East     Units Scale Factor Converg.
 DM1269;SPC TXNC     - 2,165,173.905   942,062.336   MT  0.99987301   +1 59 57.3
 DM1269;SPC TXNC     - 7,103,574.72  3,090,749.51   sFT  0.99987301   +1 59 57.3
 DM1269;UTM  15      - 3,664,133.042   328,833.547   MT  0.99996124   -1 00 07.3
 DM1269
 DM1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1269!SPC TXNC     -   0.99998459  x   0.99987301  =   0.99985760
 DM1269!UTM  15      -   0.99998459  x   0.99996124  =   0.99994583
 DM1269
 DM1269:                Primary Azimuth Mark                     Grid Az
 DM1269:SPC TXNC     -  SWAUANO AZ MK                            125 31 23.2
 DM1269:UTM  15      -  SWAUANO AZ MK                            128 31 27.8
 DM1269
 DM1269|---------------------------------------------------------------------|
 DM1269| PID    Reference Object                     Distance      Geod. Az  |
 DM1269|                                                           dddmmss.s |
 DM1269| CX6354 SWAUANO AZ MK                                      1273120.5 |
 DM1269| CX6355 SWAUANO RM 1                         12.558 METERS 13501     |
 DM1269| CX6356 SWAUANO RM 2                          7.870 METERS 30905     |
 DM1269|---------------------------------------------------------------------|
 DM1269
 DM1269                          SUPERSEDED SURVEY CONTROL
 DM1269
 DM1269  NAD 83(1993)-  33 06 08.55403(N)    094 50 03.47581(W) AD(       ) 3
 DM1269  NAD 83(1986)-  33 06 08.55510(N)    094 50 03.47022(W) AD(       ) 3
 DM1269  NAD 27      -  33 06 08.10420(N)    094 50 02.70310(W) AD(       ) 3
 DM1269
 DM1269.Superseded values are not recommended for survey control.
 DM1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1269.See file dsdata.txt to determine how the superseded data were derived.
 DM1269
 DM1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2883464133(NAD 83)
 DM1269_MARKER: DS = TRIANGULATION STATION DISK
 DM1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1269
 DM1269  HISTORY     - Date     Condition        Report By
 DM1269  HISTORY     - 1958     MONUMENTED       CGS
 DM1269
 DM1269                          STATION DESCRIPTION
 DM1269
 DM1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1269'STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF MT. PLEASANT
 DM1269'AND ABOUT 8.5 MILES NORTHWEST OF DAINGERFIELD.  IT IS 46
 DM1269'FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 49, 30 FEET
 DM1269'SOUTH OF A POWER LINE POLE, 2 FEET EAST OF A FENCE LINE AND
 DM1269'2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 DM1269'ABOUT 8 INCHES AND THE DISK IS STAMPED SWAUANO 1958.
 DM1269'
 DM1269'REFERENCE MARK NUMBER ONE IS 46 FEET WEST OF THE CENTER
 DM1269'OF THE HIGHWAY AND 2 FEET EAST OF THE FENCE LINE.  THE MARK
 DM1269'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED SWAUANO
 DM1269'NO 1 1958.
 DM1269'
 DM1269'REFERENCE MARK NUMBER TWO IS 46 FEET WEST OF THE CENTER OF
 DM1269'THE HIGHWAY AND 2 FEET EAST OF THE FENCE LINE.  THE MARK
 DM1269'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED SWAUANO
 DM1269'NO 2 1958.
 DM1269'
 DM1269'AZIMUTH MARK IS 30 FEET SOUTH OF A FENCE LINE, 20 FEET NORTH
 DM1269'OF THE CENTER OF STATE HIGHWAY NO. 49 AND 2 FEET EAST OF
 DM1269'THE WEST END OF CULVERT.  THE MARK IS CEMENTED IN A DRILL
 DM1269'HOLE IN THE TOP OF HEAD WALL OF THE CULVERT AND IS STAMPED
 DM1269'SWAUANO 1958.
 DM1269'
 DM1269'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DM1269'NUMBER 11, 26 AND 49 IN DAINGERFIELD GO NORTH AND WEST ON
 DM1269'STATE HIGHWAYS NUMBER 26 AND 49 FOR 0.8 MILE TO THE JUNCTION
 DM1269'OF HIGHWAYS NUMBER 26 AND 49, CONTINUE NORTHWESTERLY ON
 DM1269'STATE HIGHWAY NUMBER 49 FOR 4.3 MILES TO A BRIDGE OVER BOGGY
 DM1269'CREEK, CONTINUE ON HIGHWAY NUMBER 49 FOR 3.1 MILE TO THE
 DM1269'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.25
 DM1269'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 DM1269'
 DM1269'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2038 ***********************************************************************
 BL2038  DESIGNATION -  SWEARINGEN
 BL2038  PID         -  BL2038
 BL2038  STATE/COUNTY-  TX/TYLER
 BL2038  USGS QUAD   -  HICKSBAUGH (1984)
 BL2038
 BL2038                         *CURRENT SURVEY CONTROL
 BL2038  ___________________________________________________________________
 BL2038* NAD 83(1993)-  30 36 14.13902(N)    094 16 51.40719(W)     ADJUSTED  
 BL2038* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 BL2038  ___________________________________________________________________
 BL2038  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BL2038  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BL2038
 BL2038  HORZ ORDER  -  FIRST
 BL2038
 BL2038.The horizontal coordinates were established by classical geodetic methods
 BL2038.and adjusted by the National Geodetic Survey in February 1996..
 BL2038
 BL2038.The orthometric height was scaled from a topographic map.
 BL2038
 BL2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2038
 BL2038.The geoid height was determined by GEOID03.
 BL2038
 BL2038;                    North         East     Units Scale Factor Converg.
 BL2038;SPC TX C     - 3,119,684.296 1,280,062.943   MT  0.99990565   +3 07 02.4
 BL2038;SPC TX C     -10,235,164.23  4,199,673.17   sFT  0.99990565   +3 07 02.4
 BL2038;UTM  15      - 3,386,407.382   377,205.622   MT  0.99978601   -0 39 08.0
 BL2038
 BL2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2038!SPC TX C     -   0.99999839  x   0.99990565  =   0.99990404
 BL2038!UTM  15      -   0.99999839  x   0.99978601  =   0.99978440
 BL2038
 BL2038:                Primary Azimuth Mark                     Grid Az
 BL2038:SPC TX C     -  SPURGER                                  027 44 09.9
 BL2038:UTM  15      -  SPURGER                                  031 30 20.3
 BL2038
 BL2038|---------------------------------------------------------------------|
 BL2038| PID    Reference Object                     Distance      Geod. Az  |
 BL2038|                                                           dddmmss.s |
 BL2038| BL2036 SPURGER                             APPROX.10.9 KM 0305112.3 |
 BL2038| CV8457 SWEARINGEN RM 1                      35.960 METERS 08518     |
 BL2038| CV8460 SWEARINGEN RM 4                                    21417     |
 BL2038| CV8458 SWEARINGEN RM 2                                    21417     |
 BL2038| CV8459 SWEARINGEN RM 3                      19.614 METERS 23554     |
 BL2038|---------------------------------------------------------------------|
 BL2038
 BL2038                          SUPERSEDED SURVEY CONTROL
 BL2038
 BL2038  NAD 83(1993)-  30 36 14.15551(N)    094 16 51.39685(W) AD(       ) 1
 BL2038  NAD 83(1986)-  30 36 14.15627(N)    094 16 51.39839(W) AD(       ) 1
 BL2038  NAD 27      -  30 36 13.41500(N)    094 16 50.71000(W) AD(       ) 1
 BL2038
 BL2038.Superseded values are not recommended for survey control.
 BL2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2038.See file dsdata.txt to determine how the superseded data were derived.
 BL2038
 BL2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7720686407(NAD 83)
 BL2038_MARKER: DS = TRIANGULATION STATION DISK
 BL2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2038
 BL2038  HISTORY     - Date     Condition        Report By
 BL2038  HISTORY     - 1931     MONUMENTED       CGS
 BL2038  HISTORY     - 1956     GOOD             CGS
 BL2038  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL2038
 BL2038                          STATION DESCRIPTION
 BL2038
 BL2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2038'ABOUT 7-1/4 MILES, AIR LINE, OR 8.6 MILES BY ROAD E BY S FROM
 BL2038'WARREN, ON LAND BELONGING TO C.C. SWEARINGEN, WHOSE HOUSE
 BL2038'IS ON S SIDE OF ROAD WITH BARN ON N SIDE, ABOUT 50 METERS
 BL2038'(164 FEET) E OF HOUSE.
 BL2038'
 BL2038'STATION IS ABOUT 100 METERS (328 FEET) N OF BARN 16 METERS
 BL2038'(52 FEET) E OF A WIRE-AND-BOARD FENCE, AND ABOUT 9 METERS
 BL2038'(30 FEET) W OF A DIM ROAD, IN HIGH PINES.
 BL2038'
 BL2038'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2038'DISKS SET IN CONCRETE.
 BL2038'
 BL2038'REFERENCE MARK NO. 1 IS IN CLEARING, ABOUT 26 METERS (85 FEET)
 BL2038'E OF DIM ROAD, AND 35.97 METERS (118.0 FEET) FROM STATION
 BL2038'N 85 DEG 18 MIN E.
 BL2038'
 BL2038'REFERENCE MARK NO. 2 IS ON N SIDE OF ROAD, ABOUT 40 METERS
 BL2038'(131 FEET) N OF HOUSE, 6 METERS (20 FEET) N OF CENTER LINE
 BL2038'OF ROAD, 1 FOOT N OF E-W WOVEN-WIRE FENCE, AND 150 METERS
 BL2038'(492 FEET) FROM STATION S 34 DEG 17 MIN W.
 BL2038
 BL2038                          STATION RECOVERY (1956)
 BL2038
 BL2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 BL2038'STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BL2038'REFERENCE MARK 2 1931 WAS SET FOR AZIMUTH AND WAS IN A NEW
 BL2038'CONSTRUCTION AREA.  REFERENCE MARK 4 1956 WAS SET IN THE
 BL2038'EXACT LINE OF REFERENCE MARK 2 WHICH WAS THEN REMOVED.
 BL2038'
 BL2038'THE STATION IS LOCATED ON THE OLD SWEARINGEN FARM, ABOUT 8
 BL2038'MI. E OF WARREN, ABOUT 0.15 MI. N OF F.M. HIGHWAY 1943, IN
 BL2038'THE W EDGE OF A TIMBER AREA, AND DUE N OF AN OLD BARN.  IT
 BL2038'IS 51.4 FT. E OF A N-S FENCE WHICH SEPARATES THE TIMBER TO
 BL2038'THE E FROM THE OPEN FIELD TO THE W.  A STANDARD DISK, STAMPED
 BL2038'SWEARINGEN 1931 IN A CONCRETE MONUMENT PROJECTING ABOUT 4 IN.
 BL2038'AND 2 FT. S OF A 4- BY 4 WITNESS POST.
 BL2038'
 BL2038'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SWEARINGEN
 BL2038'1931 NO 1 IN A CONCRETE MONUMENT PROJECTING ABOUT 4 IN.
 BL2038'E OF THE STATION, IN THE TIMBER, AND ABOUT 85 FT.
 BL2038'E OF A DIM TRAIL ROAD.
 BL2038'
 BL2038'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SWEARINGEN 1931
 BL2038'NO 3 1956 IN CONCRETE PROJECTING ABOUT 4 IN.
 BL2038'ABOUT 1 FT. W OF THE N-S FENCE, AND ABOUT 6 FT. NE OF A
 BL2038'14-IN. PINE TREE IN THE EDGE OF THE FIELD.  IT IS ABOUT 4 FT.
 BL2038'S OF A FENCE POST HAVING AN IRON BOLT THROUGH THE TOP.
 BL2038'
 BL2038'THE AZIMUTH MARK (REFERENCE MARK 4) IS A STANDARD REFERENCE
 BL2038'DISK, STAMPED SWEARINGEN 1931 NO 4 1956 IN A CONCRETE MONUMENT
 BL2038'PROJECTING ABOUT 3 IN.  ABOUT 15 YD. S OF THE
 BL2038'S RIGHT-OF-WAY LINE OF THE HIGHWAY, 50 YD. NW OF THE MYERS
 BL2038'HOUSE, AND IN THE W PART OF THE FRONT YARD.
 BL2038'
 BL2038'TO REACH FROM WARREN, GO E ON F.M. HIGHWAY 1943 FOR 7.9 MI.
 BL2038'TO THE MYERS FARMYARD ON THE RIGHT AND THE AZIMUTH MARK AS
 BL2038'DESCRIBED.  THEN CONTINUE E ON THE HIGHWAY FOR ABOUT 100 YD.
 BL2038'TO THE OLD BARN ON THE LEFT AND A GATE.  GO N THROUGH THE
 BL2038'GATE ALONG THE W SIDE OF THE FENCE FOR ABOUT 0.15 MI. TO THE
 BL2038'STATION ON THE RIGHT AS DESCRIBED.
 BL2038'
 BL2038'OFFICE NOTE--REFERENCE MARK 4 1956 IS NOT TO BE LISTED AS
 BL2038'AN AZIMUTH MARK AS IT DOES NOT MEET REQUIREMENTS AS TO DISTANCE
 BL2038'AND DIRECTION.
 BL2038
 BL2038                          STATION RECOVERY (2004)
 BL2038
 BL2038'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL2038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0698 ***********************************************************************
 EN0698  DESIGNATION -  SWEARINGEN
 EN0698  PID         -  EN0698
 EN0698  STATE/COUNTY-  TX/COTTLE
 EN0698  USGS QUAD   -  MOONS CAMP (1981)
 EN0698
 EN0698                         *CURRENT SURVEY CONTROL
 EN0698  ___________________________________________________________________
 EN0698* NAD 83(1993)-  34 06 51.07966(N)    100 10 57.18291(W)     ADJUSTED  
 EN0698* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 EN0698  ___________________________________________________________________
 EN0698  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 EN0698  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EN0698
 EN0698  HORZ ORDER  -  SECOND
 EN0698
 EN0698.The horizontal coordinates were established by classical geodetic methods
 EN0698.and adjusted by the National Geodetic Survey in February 1996..
 EN0698
 EN0698.The orthometric height was scaled from a topographic map.
 EN0698
 EN0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0698
 EN0698.The geoid height was determined by GEOID03.
 EN0698
 EN0698;                    North         East     Units Scale Factor Converg.
 EN0698;SPC TXNC     - 2,272,666.661   444,765.937   MT  1.00004449   -0 55 03.6
 EN0698;SPC TXNC     - 7,456,240.54  1,459,202.91   sFT  1.00004449   -0 55 03.6
 EN0698;UTM  14      - 3,775,448.402   390,937.443   MT  0.99974662   -0 39 47.9
 EN0698
 EN0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0698!SPC TXNC     -   0.99991348  x   1.00004449  =   0.99995797
 EN0698!UTM  14      -   0.99991348  x   0.99974662  =   0.99966013
 EN0698
 EN0698:                Primary Azimuth Mark                     Grid Az
 EN0698:SPC TXNC     -  SWEARINGEN AZ MK                         164 16 03.0
 EN0698:UTM  14      -  SWEARINGEN AZ MK                         164 00 47.3
 EN0698
 EN0698|---------------------------------------------------------------------|
 EN0698| PID    Reference Object                     Distance      Geod. Az  |
 EN0698|                                                           dddmmss.s |
 EN0698| CX8753 SWEARINGEN AZ MK                                   1632059.4 |
 EN0698| CX8754 SWEARINGEN RM 1                       8.336 METERS 20044     |
 EN0698| CX8755 SWEARINGEN RM 2                       8.669 METERS 34551     |
 EN0698|---------------------------------------------------------------------|
 EN0698
 EN0698                          SUPERSEDED SURVEY CONTROL
 EN0698
 EN0698  NAD 83(1993)-  34 06 51.08076(N)    100 10 57.18289(W) AD(       ) 2
 EN0698  NAD 83(1986)-  34 06 51.08558(N)    100 10 57.17529(W) AD(       ) 2
 EN0698  NAD 27      -  34 06 50.81246(N)    100 10 55.77497(W) AD(       ) 2
 EN0698
 EN0698.Superseded values are not recommended for survey control.
 EN0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0698.See file dsdata.txt to determine how the superseded data were derived.
 EN0698
 EN0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC9093775448(NAD 83)
 EN0698_MARKER: DS = TRIANGULATION STATION DISK
 EN0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0698
 EN0698  HISTORY     - Date     Condition        Report By
 EN0698  HISTORY     - 1967     MONUMENTED       CGS
 EN0698
 EN0698                          STATION DESCRIPTION
 EN0698
 EN0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0698'THE STATION IS ABOUT 19-1/2 MILES SOUTH-SOUTHWEST OF KIRKLAND, 10
 EN0698'MILES NORTHEAST OF PADUCAH AND 1 MILE NORTHWEST OF STATE HIGHWAY
 EN0698'104, NEAR THE NORTH END OF A NORTH-SOUTH, BRUSH COVERED RIDGE.
 EN0698'
 EN0698'TO REACH THE STATION FROM THE POST OFFICE IN KIRKLAND, GO SOUTH ON
 EN0698'FARM ROAD 1033 FOR 6.7 MILES TO THE JUNCTION WITH STATE HIGHWAY
 EN0698'104.  CONTINUE SOUTHERLY ON STATE HIGHWAY 104 FOR 11.5 MILES TO THE
 EN0698'SWEARINGEN SIDING ON THE RIGHT.  CONTINUE SOUTHERLY ON THE HIGHWAY
 EN0698'FOR 3.7 MILES TO A HUMBLE OIL COMPANY BUILDING AND LOT ON THE LEFT.
 EN0698'CONTINUE SOUTH ON THE HIGHWAY FOR 0.05 MILE TO A DIM TRACK ROAD
 EN0698'ON THE RIGHT.  TURN RIGHT, CROSSING RAILROAD TRACKS FOR 0.05 MILE TO
 EN0698'A GATE.  PASS THROUGH GATE AND CONTINUE WESTERLY ON TRACK ROAD
 EN0698'FOR 0.15 MILE TO A CORRAL AND THE AZIMUTH MARK ON THE LEFT.
 EN0698'CONTINUE WESTERLY ON TRACK ROAD FOR 0.45 MILE TO A DIM FORK AT THE
 EN0698'TOP OF RIDGE.  TAKE THE RIGHT FORK AND GO NORTHERLY ON TRACK ROAD
 EN0698'FOR 0.35 MILE TO THE HIGHEST POINT OF RIDGE AND STATION.
 EN0698'
 EN0698'STATION MARK IS A STANDARD DISK, STAMPED SWEARINGEN 1967, SET IN THE
 EN0698'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 EN0698'INCHES ABOVE THE GROUND.  IT IS 13.0 FEET EAST OF THE CENTERLINE OF
 EN0698'A TRACK ROAD.  THE UNDERGROUND MARK IS 42 INCHES BELOW THE GROUND
 EN0698'SURFACE.
 EN0698'
 EN0698'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SWEARINGEN NO 1 1967,
 EN0698'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0698'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 14.0 FEET EAST OF THE
 EN0698'CENTERLINE OF THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS
 EN0698'THE STATION.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS
 EN0698'27.88 FEET OR 8.498 METERS.
 EN0698'
 EN0698'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SWEARINGEN NO 2 1967,
 EN0698'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0698'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 7.0 FEET WEST OF THE
 EN0698'CENTERLINE OF THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE
 EN0698'STATION.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 28.86
 EN0698'FEET OR 8.820 METERS.
 EN0698'
 EN0698'AZIMUTH MARK IS A STANDARD DISK, STAMPED SWEARINGEN 1967, SET IN THE
 EN0698'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 EN0698'INCHES ABOVE THE GROUND.  IT IS 48.0 FEET SOUTHEAST OF THE
 EN0698'CENTERLINE OF A TRACK ROAD, 36.5 FEET EAST OF A CORRAL, 1.8 FEET
 EN0698'WEST OF A WITNESS SIGN FASTENED TO A FENCE POST AND 1.0 FEET
 EN0698'NORTHWEST OF A WIRE FENCE.
 EN0698'
 EN0698'NOTE--A WITNESS POST WAS SET 4 FEET EAST OF THE STATION, 24.0 FEET
 EN0698'SOUTH OF REFERENCE MARK 1 AND 30.0 FEET WEST-NORTHWEST OF REFERENCE
 EN0698'MARK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1339 ***********************************************************************
 AJ1339  DESIGNATION -  SWEDEN
 AJ1339  PID         -  AJ1339
 AJ1339  STATE/COUNTY-  TX/DUVAL
 AJ1339  USGS QUAD   -  PARRILLA CREEK SE (1967)
 AJ1339
 AJ1339                         *CURRENT SURVEY CONTROL
 AJ1339  ___________________________________________________________________
 AJ1339* NAD 83(1993)-  27 32 21.93207(N)    098 33 18.35579(W)     ADJUSTED  
 AJ1339* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 AJ1339  ___________________________________________________________________
 AJ1339  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AJ1339  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AJ1339
 AJ1339  HORZ ORDER  -  FIRST
 AJ1339
 AJ1339.The horizontal coordinates were established by classical geodetic methods
 AJ1339.and adjusted by the National Geodetic Survey in February 1996..
 AJ1339
 AJ1339.The orthometric height was scaled from a topographic map.
 AJ1339
 AJ1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1339
 AJ1339.The geoid height was determined by GEOID03.
 AJ1339
 AJ1339;                    North         East     Units Scale Factor Converg.
 AJ1339;SPC TX S     - 5,207,490.242   294,557.841   MT  0.99993877   -0 01 30.1
 AJ1339;SPC TX S     -17,084,907.57    966,395.18   sFT  0.99993877   -0 01 30.1
 AJ1339;UTM  14      - 3,046,262.743   543,928.637   MT  0.99962382   +0 12 20.5
 AJ1339
 AJ1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1339!SPC TX S     -   0.99997652  x   0.99993877  =   0.99991529
 AJ1339!UTM  14      -   0.99997652  x   0.99962382  =   0.99960035
 AJ1339
 AJ1339:                Primary Azimuth Mark                     Grid Az
 AJ1339:SPC TX S     -  BENAVIDES MUNICIPAL TANK                 065 50 02.1
 AJ1339:UTM  14      -  BENAVIDES MUNICIPAL TANK                 065 36 11.5
 AJ1339
 AJ1339|---------------------------------------------------------------------|
 AJ1339| PID    Reference Object                     Distance      Geod. Az  |
 AJ1339|                                                           dddmmss.s |
 AJ1339| AJ1225 BENAVIDES MUNICIPAL TANK            APPROX.15.0 KM 0654832.0 |
 AJ1339| CV3488 SWEDEN RM 1                          30.309 METERS 14638     |
 AJ1339| CV3487 SWEDEN AZ MK                                       2505220.0 |
 AJ1339| CV3489 SWEDEN RM 2                          23.400 METERS 26115     |
 AJ1339|---------------------------------------------------------------------|
 AJ1339
 AJ1339                          SUPERSEDED SURVEY CONTROL
 AJ1339
 AJ1339  NAD 83(1986)-  27 32 21.93757(N)    098 33 18.33008(W) AD(       ) 1
 AJ1339  NAD 27      -  27 32 20.82500(N)    098 33 17.27900(W) AD(       ) 1
 AJ1339
 AJ1339.Superseded values are not recommended for survey control.
 AJ1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1339.See file dsdata.txt to determine how the superseded data were derived.
 AJ1339
 AJ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4392946263(NAD 83)
 AJ1339_MARKER: DS = TRIANGULATION STATION DISK
 AJ1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1339
 AJ1339  HISTORY     - Date     Condition        Report By
 AJ1339  HISTORY     - 1935     MONUMENTED       CGS
 AJ1339  HISTORY     - 1961     GOOD             CGS
 AJ1339
 AJ1339                          STATION DESCRIPTION
 AJ1339
 AJ1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1339'STATION IS LOCATED 9.75 MILES WSW OF BENAVIDES, 7 MILES
 AJ1339'NNW OF REALITOS, AND 13.5 MILES E OF THE WEBB-DUVAL COUNTY
 AJ1339'LINE ON THE ROBERT DRISCOLL ESTATE, SWEDEN RANCH LEASED BY
 AJ1339'THE CONTINENTAL OIL COMPANY.
 AJ1339'
 AJ1339'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 AJ1339'DISKS SET IN CONCRETE.
 AJ1339'
 AJ1339'REFERENCE MARK NO. 1 IS SE OF THE STATION.
 AJ1339'
 AJ1339'REFERENCE MARK NO. 2 IS WSW OF THE STATION.
 AJ1339'
 AJ1339'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE W OF STATION, 18 FEET
 AJ1339'S OF CENTER LINE OF E-W ROAD.
 AJ1339'
 AJ1339'REACHED FROM J.M. BENAVIDES STORE IN REALTOS BY GOING N
 AJ1339'ON STATE HIGHWAY 12 FOR 8.15 MILES TO T-ROAD, TURN LEFT AND
 AJ1339'GO 0.9 MILE, THEN TURN LEFT AGAIN THRU AUTO GATE AND GO
 AJ1339'2.55 MILES TO ROAD FORK, TAKE LEFT FORK AND GO 2.55 MILES TO
 AJ1339'POINT ON ROAD 300 FEET S OF STATION.
 AJ1339'
 AJ1339'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1339
 AJ1339                          STATION RECOVERY (1961)
 AJ1339
 AJ1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1339'THE STATION MARK, REFERENCE MARKS, AND THE AZIMUTH MARK
 AJ1339'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AJ1339'IS ADEQUATE FOR RECOVERY, EXCEPT FOR THE ROUTE TO REACH THE
 AJ1339'STATION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 AJ1339'AND THE AZIMUTH MARK WERE VERIFIED.  AN ALTERNATE ROUTE TO
 AJ1339'REACH THE STATION AND ADDITIONAL NOTES FOLLOW--
 AJ1339'
 AJ1339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 359
 AJ1339'AND FARM ROAD 716 IN REALITOS, GO NORTHEAST ON HIGHWAY 359
 AJ1339'FOR 5.15 MILES TO A SIDE ROAD ON THE LEFT, AT A CONTINENTAL
 AJ1339'OIL COMPANY SIGN IN THE NORTHWEST ANGLE OF THE ROAD JUNCTION.
 AJ1339'TURN LEFT, GO WESTERLY ON THE CALICHE ROAD FOR 5.55 MILES
 AJ1339'TO A CROSSROAD, AT A LARGE OIL TANK ABOUT 250 YARDS TO THE
 AJ1339'LEFT.  TURN RIGHT, GO NORTHERLY ON THE DIRT ROAD FOR 0.5
 AJ1339'MILE TO A DIM CROSSROAD.  TURN RIGHT, GO EAST ON THE PIPELINE
 AJ1339'ROAD FOR 0.3 MILE TO THE TOP OF GRADE AND THE STATION ON
 AJ1339'THE LEFT.
 AJ1339'
 AJ1339'THE STATION MARK IS 299.4 FEET NORTHEAST OF THE INTERSECTION
 AJ1339'OF THE PIPELINE ROAD AND A TRACK ROAD, AND 11.0 FEET WEST
 AJ1339'OF A METAL WITNESS POST.
 AJ1339'
 AJ1339'A METAL WITNESS POST WAS SET 3.0 FEET SOUTHWEST OF REFERENCE
 AJ1339'MARK NO. 1, AND A METAL WITNESS POST WAS SET 2.0 FEET WEST
 AJ1339'OF THE AZIMUTH MARK.
 AJ1339'
 AJ1339'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 AJ1339'PIPELINE ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AJ1339'
 AJ1339'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 AJ1339'
 AJ1339'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1341 ***********************************************************************
 AJ1341  DESIGNATION -  SWEDEN
 AJ1341  PID         -  AJ1341
 AJ1341  STATE/COUNTY-  TX/DUVAL
 AJ1341  USGS QUAD   -  PARRILLA CREEK SE (1967)
 AJ1341
 AJ1341                         *CURRENT SURVEY CONTROL
 AJ1341  ___________________________________________________________________
 AJ1341* NAD 83(1993)-  27 33 23.12136(N)    098 35 29.00411(W)     ADJUSTED  
 AJ1341* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 AJ1341  ___________________________________________________________________
 AJ1341  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AJ1341  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AJ1341
 AJ1341  HORZ ORDER  -  THIRD
 AJ1341
 AJ1341.The horizontal coordinates were established by classical geodetic methods
 AJ1341.and adjusted by the National Geodetic Survey in February 1996..
 AJ1341
 AJ1341.The orthometric height was scaled from a topographic map.
 AJ1341
 AJ1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1341
 AJ1341.The geoid height was determined by GEOID03.
 AJ1341
 AJ1341;                    North         East     Units Scale Factor Converg.
 AJ1341;SPC TX S     - 5,209,375.687   290,974.693   MT  0.99994160   -0 02 29.4
 AJ1341;SPC TX S     -17,091,093.40    954,639.47   sFT  0.99994160   -0 02 29.4
 AJ1341;UTM  14      - 3,048,133.154   540,339.071   MT  0.99962009   +0 11 20.5
 AJ1341
 AJ1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1341!SPC TX S     -   0.99997667  x   0.99994160  =   0.99991827
 AJ1341!UTM  14      -   0.99997667  x   0.99962009  =   0.99959677
 AJ1341
 AJ1341:                Primary Azimuth Mark                     Grid Az
 AJ1341:SPC TX S     -  SOLO                                     290 21 23.6
 AJ1341:UTM  14      -  SOLO                                     290 07 33.7
 AJ1341
 AJ1341|---------------------------------------------------------------------|
 AJ1341| PID    Reference Object                     Distance      Geod. Az  |
 AJ1341|                                                           dddmmss.s |
 AJ1341| AJ1343 SOLO                                APPROX.16.0 KM 2901854.2 |
 AJ1341|---------------------------------------------------------------------|
 AJ1341
 AJ1341                          SUPERSEDED SURVEY CONTROL
 AJ1341
 AJ1341  NAD 83(1986)-  27 33 23.12702(N)    098 35 28.97833(W) AD(       ) 3
 AJ1341  NAD 27      -  27 33 22.00407(N)    098 35 27.93390(W) AD(       ) 3
 AJ1341
 AJ1341.Superseded values are not recommended for survey control.
 AJ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1341.See file dsdata.txt to determine how the superseded data were derived.
 AJ1341
 AJ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4033948133(NAD 83)
 AJ1341_MARKER: DD = SURVEY DISK
 AJ1341_SETTING: 0 = UNSPECIFIED SETTING
 AJ1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1341
 AJ1341  HISTORY     - Date     Condition        Report By
 AJ1341  HISTORY     - 1920     MONUMENTED       USGS
 AJ1341
 AJ1341                          STATION DESCRIPTION
 AJ1341
 AJ1341'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1341'FROM JUNCTION OF HIGHWAYS 16 AND 2295, GO E. ABOUT 3.5 MI. TO A FARM
 AJ1341'RD. LEADING TO A RANCH HOUSE S., THEN 2.4 MI. SOUTH ON RANCH RD. PAST
 AJ1341'HOUSE TO BARN LOT GATE THROUGH GATE CONTINUE SOUTHEAST THROUGH 2ND.
 AJ1341'BARN LOT GATE, CONTINUE SOUTHEAST THEN S. TO JUNCTION OF RD. AND
 AJ1341'PIPELINE RD. GO SE. UNTIL YOU REACH TOP, STATION IS LOCATED 215 FT.SW.
 AJ1341'OF PIPELINE RD. AND IS LOCATED ON DRISCOLL ESTATE, A STANDARD DISK SET
 AJ1341'IN TOP OF IRON POST PROJECTING 18 IN. ABOVE GROUND.
 AJ1341'
 AJ1341'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6869 ***********************************************************************
 AW6869  DESIGNATION -  SWEENY MUNICIPAL TANK
 AW6869  PID         -  AW6869
 AW6869  STATE/COUNTY-  TX/BRAZORIA
 AW6869  USGS QUAD   -  SWEENY (1972)
 AW6869
 AW6869                         *CURRENT SURVEY CONTROL
 AW6869  ___________________________________________________________________
 AW6869* NAD 83(1993)-  29 02 16.88350(N)    095 42 01.16630(W)     ADJUSTED  
 AW6869* NAVD 88     -                                                        
 AW6869  ___________________________________________________________________
 AW6869  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW6869  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW6869
 AW6869  HORZ ORDER  -  THIRD
 AW6869
 AW6869.The horizontal coordinates were established by classical geodetic methods
 AW6869.and adjusted by the National Geodetic Survey in February 1996..
 AW6869
 AW6869
 AW6869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6869
 AW6869.The geoid height was determined by GEOID03.
 AW6869
 AW6869;                    North         East     Units Scale Factor Converg.
 AW6869;SPC TXSC     - 4,138,045.222   921,316.792   MT  0.99987658   +1 36 59.6
 AW6869;SPC TXSC     -13,576,236.70  3,022,686.84   sFT  0.99987658   +1 36 59.6
 AW6869;UTM  15      - 3,215,207.539   237,033.091   MT  1.00045342   -1 18 41.3
 AW6869
 AW6869                          SUPERSEDED SURVEY CONTROL
 AW6869
 AW6869  NAD 83(1986)-  29 02 16.89374(N)    095 42 01.14831(W) AD(       ) 4
 AW6869  NAD 27      -  29 02 15.99000(N)    095 42 00.32800(W) AD(       ) 3
 AW6869
 AW6869.Superseded values are not recommended for survey control.
 AW6869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6869.See file dsdata.txt to determine how the superseded data were derived.
 AW6869
 AW6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3703315208(NAD 83)
 AW6869_MARKER: 53 = ELEVATED TANK
 AW6869
 AW6869  HISTORY     - Date     Condition        Report By
 AW6869  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6869
 AW6869                          STATION DESCRIPTION
 AW6869
 AW6869'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6869'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF SWEENY.
 AW6869'
 AW6869'IT IS A FOUR-LEGGED TUBULAR STEEL STRUCTURE SUPPORTING
 AW6869'THE TANK PROPER, HAS A DOME SHAPED ROOF WITH A FINIAL AT THE
 AW6869'TOP AND CENTER AND AN OVER-ALL HEIGHT OF 135.0 FEET.
 AW6869'
 AW6869'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1896 ***********************************************************************
 FL1896  DESIGNATION -  SWEET
 FL1896  PID         -  FL1896
 FL1896  STATE/COUNTY-  TX/WHEELER
 FL1896  USGS QUAD   -  BRISCOE (1963)
 FL1896
 FL1896                         *CURRENT SURVEY CONTROL
 FL1896  ___________________________________________________________________
 FL1896* NAD 83(1993)-  35 32 17.53414(N)    100 18 11.86676(W)     ADJUSTED  
 FL1896* NAVD 88     -       788.     (meters)    2585.     (feet)  SCALED    
 FL1896  ___________________________________________________________________
 FL1896  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FL1896  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 FL1896
 FL1896  HORZ ORDER  -  THIRD
 FL1896
 FL1896.The horizontal coordinates were established by classical geodetic methods
 FL1896.and adjusted by the National Geodetic Survey in February 1996..
 FL1896
 FL1896.The orthometric height was scaled from a topographic map.
 FL1896
 FL1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1896
 FL1896.The geoid height was determined by GEOID03.
 FL1896
 FL1896;                    North         East     Units Scale Factor Converg.
 FL1896;SPC TX N     - 1,171,300.235   308,512.678   MT  0.99991307   +0 41 36.7
 FL1896;SPC TX N     - 3,842,840.85  1,012,178.68   sFT  0.99991307   +0 41 36.7
 FL1896;UTM  14      - 3,933,511.612   381,852.677   MT  0.99977201   -0 45 27.4
 FL1896
 FL1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1896!SPC TX N     -   0.99988054  x   0.99991307  =   0.99979362
 FL1896!UTM  14      -   0.99988054  x   0.99977201  =   0.99965257
 FL1896
 FL1896|---------------------------------------------------------------------|
 FL1896| PID    Reference Object                     Distance      Geod. Az  |
 FL1896|                                                           dddmmss.s |
 FL1896| CL3358 SWEET RM 1                            6.998 METERS 00218     |
 FL1896| CL3359 SWEET RM 2                            6.752 METERS 17508     |
 FL1896| CL3357 SWEET AZ MK                                        3564926.5 |
 FL1896|---------------------------------------------------------------------|
 FL1896
 FL1896                          SUPERSEDED SURVEY CONTROL
 FL1896
 FL1896  NAD 83(1993)-  35 32 17.53461(N)    100 18 11.86657(W) AD(       ) 3
 FL1896  NAD 83(1986)-  35 32 17.53855(N)    100 18 11.85588(W) AD(       ) 3
 FL1896  NAD 27      -  35 32 17.37200(N)    100 18 10.40900(W) AD(       ) 3
 FL1896
 FL1896.Superseded values are not recommended for survey control.
 FL1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1896.See file dsdata.txt to determine how the superseded data were derived.
 FL1896
 FL1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8185333512(NAD 83)
 FL1896_MARKER: DS = TRIANGULATION STATION DISK
 FL1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1896
 FL1896  HISTORY     - Date     Condition        Report By
 FL1896  HISTORY     - 1951     MONUMENTED       CGS
 FL1896
 FL1896                          STATION DESCRIPTION
 FL1896
 FL1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1896'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF WHEELER ON
 FL1896'THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 83.  THE MARK, STAMPED
 FL1896'SWEET 1951, IS A BRONZE DISK SET IN CONCRETE THAT IS FLUSH WITH
 FL1896'THE GROUND.  IT IS 48 FEET EAST OF THE CENTER LINE OF STATE
 FL1896'HIGHWAY 83, 42 FEET NORTH OF A TRACK ROAD ENTERING PASTURE LAND,
 FL1896'3 FEET WEST OF A WIRE FENCE, AND 3 FEET SOUTH OF A WITNESS POST.
 FL1896'
 FL1896'REFERENCE MARK NO. 1, STAMPED SWEET NO 1 1951, IS A BRONZE DISK
 FL1896'SET IN CONCRETE THAT IS FLUSH WITH THE GROUND AND 1 FOOT WEST
 FL1896'OF A WIRE FENCE.
 FL1896'
 FL1896'REFERENCE MARK NO. 2, STAMPED SWEET NO 2 1951, IS A BRONZE DISK
 FL1896'SET IN CONCRETE THAT IS FLUSH WITH THE GROUND AND 1 FOOT WEST
 FL1896'OF A WIRE FENCE.
 FL1896'
 FL1896'THE AZIMUTH MARK, STAMPED SWEET 1951, IS A BRONZE DISK SET ON
 FL1896'THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 83.  IT IS 45 FEET
 FL1896'WEST OF THE CENTER LINE OF STATE HIGHWAY 83, 5 FEET SOUTH OF A
 FL1896'WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.  IT PROJECTS 3
 FL1896'INCHES.
 FL1896'
 FL1896'TO REACH FROM THE COURTHOUSE IN WHEELER.  GO NORTH ON U.S.
 FL1896'HIGHWAY 83 FOR 5.8 MILES TO SUMMIT OF SMALL GRADE AND STATION
 FL1896'AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY TO AZIMUTH MARK ON THE
 FL1896'LEFT, WEST SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4662 ***********************************************************************
 DH4662  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4662  DESIGNATION -  SWEET
 DH4662  PID         -  DH4662
 DH4662  STATE/COUNTY-  TX/NUECES
 DH4662  USGS QUAD   -  CORPUS CHRISTI (1975)
 DH4662
 DH4662                         *CURRENT SURVEY CONTROL
 DH4662  ___________________________________________________________________
 DH4662* NAD 83(1993)-  27 48 38.70956(N)    097 23 37.22758(W)     ADJUSTED  
 DH4662* NAVD 88     -         3.58   (meters)      11.7    (feet)  GPS OBS   
 DH4662  ___________________________________________________________________
 DH4662  X           -    -726,499.344 (meters)                     COMP
 DH4662  Y           -  -5,598,574.443 (meters)                     COMP
 DH4662  Z           -   2,957,961.177 (meters)                     COMP
 DH4662  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DH4662  ELLIP HEIGHT-         -22.93  (meters)          (07/05/05) GPS OBS
 DH4662  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DH4662
 DH4662  HORZ ORDER  -  FIRST
 DH4662  ELLP ORDER  -  FOURTH    CLASS I
 DH4662
 DH4662.The horizontal coordinates were established by GPS observations
 DH4662.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 DH4662
 DH4662.The orthometric height was determined by GPS observations and a
 DH4662.high-resolution geoid model using precise GPS observation and
 DH4662.processing techniques.
 DH4662
 DH4662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4662
 DH4662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4662
 DH4662.The ellipsoidal height was determined by GPS observations
 DH4662.and is referenced to NAD 83.
 DH4662
 DH4662.The geoid height was determined by GEOID03.
 DH4662
 DH4662;                    North         East     Units Scale Factor Converg.
 DH4662;SPC TX S     - 5,238,032.702   409,007.770   MT  0.99999436   +0 30 08.2
 DH4662;SPC TX S     -17,185,112.29  1,341,886.33   sFT  0.99999436   +0 30 08.2
 DH4662;UTM  14      - 3,077,273.737   658,224.846   MT  0.99990901   +0 44 58.5
 DH4662
 DH4662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4662!SPC TX S     -   1.00000360  x   0.99999436  =   0.99999796
 DH4662!UTM  14      -   1.00000360  x   0.99990901  =   0.99991261
 DH4662
 DH4662|---------------------------------------------------------------------|
 DH4662| PID    Reference Object                     Distance      Geod. Az  |
 DH4662|                                                           dddmmss.s |
 DH4662| AH0099 Z 178                                57.049 METERS 32021     |
 DH4662|---------------------------------------------------------------------|
 DH4662
 DH4662                          SUPERSEDED SURVEY CONTROL
 DH4662
 DH4662.No superseded survey control is available for this station.
 DH4662
 DH4662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5822577274(NAD 83)
 DH4662_MARKER: DD = SURVEY DISK
 DH4662_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH4662_SP_SET: COE BRASS CAP
 DH4662_STAMPING: SWEET 2004
 DH4662_MARK LOGO: USACE 
 DH4662_MAGNETIC: I = MARKER IS A STEEL ROD
 DH4662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4662+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4662
 DH4662  HISTORY     - Date     Condition        Report By
 DH4662  HISTORY     - 2004     MONUMENTED       CCTI
 DH4662
 DH4662                          STATION DESCRIPTION
 DH4662
 DH4662'DESCRIBED BY C AND C TECHNOLOGIES INCORPORATED 2004 (JEW)
 DH4662'DESCRIBED BY C AND C TECHNOLOGIES, INC 2005 (JEW) IN CORPUS CHRISTI,
 DH4662'STARTING AT THE  INTERSECTION OF I.H.37 AND CHAPARRAL ST. TRAVEL NORTH
 DH4662'ON CHAPARRAL 0.8 KM (0.5 MILES) TO  THE INTERSECTION OF CHAPARRAL AND
 DH4662'HIRSCH ST. TURN RIGHT ON HIRSCH ST. AND TRAVEL  0.08 KM (0.05 MILES)
 DH4662'TO A T IN THE ROADWAY.  TURN LEFT AND TRAVEL 0.16 KM (0.1 MILES) TO
 DH4662'THE  CORPS OF ENGINEERS HEADQUARTERS ENTRANCE GATE.  CONTINUE GHROUGH
 DH4662'THE GATE  FOLLOWING THE PARKING LOT TURN RIGHT AND PROCEED 0.16 KM
 DH4662'(0.1 MILES) TO THE BACK OF THE  MAIN BUILDING AND THE MONUMENT ON THE
 DH4662'RIGHT.  6.11 M (20.05 FT) EAST OF LIGHT POLE, 16.38  M (53.75 FT) SW
 DH4662'OF SE CORNER OF PARKING GARAGE, 1.77 M (5.8 FT) SOUTH OF CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2601 ***********************************************************************
 AX2601  DESIGNATION -  SWEET HOME CATH CH SPIRE
 AX2601  PID         -  AX2601
 AX2601  STATE/COUNTY-  TX/LAVACA
 AX2601  USGS QUAD   -  SWEET HOME (1987)
 AX2601
 AX2601                         *CURRENT SURVEY CONTROL
 AX2601  ___________________________________________________________________
 AX2601* NAD 83(1993)-  29 20 31.97142(N)    097 04 09.73188(W)     ADJUSTED  
 AX2601* NAVD 88     -                                                        
 AX2601  ___________________________________________________________________
 AX2601  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AX2601  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX2601
 AX2601  HORZ ORDER  -  THIRD
 AX2601
 AX2601.The horizontal coordinates were established by classical geodetic methods
 AX2601.and adjusted by the National Geodetic Survey in February 1996..
 AX2601
 AX2601
 AX2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2601
 AX2601.The geoid height was determined by GEOID03.
 AX2601
 AX2601;                    North         East     Units Scale Factor Converg.
 AX2601;SPC TXSC     - 4,168,771.165   787,461.357   MT  0.99986325   +0 56 45.0
 AX2601;SPC TXSC     -13,677,043.40  2,583,529.47   sFT  0.99986325   +0 56 45.0
 AX2601;UTM  14      - 3,247,448.846   687,439.085   MT  1.00003354   +0 56 46.8
 AX2601
 AX2601                          SUPERSEDED SURVEY CONTROL
 AX2601
 AX2601  NAD 83(1986)-  29 20 31.98282(N)    097 04 09.72252(W) AD(       ) 4
 AX2601  NAD 27      -  29 20 31.09900(N)    097 04 08.77900(W) AD(       ) 3
 AX2601
 AX2601.Superseded values are not recommended for survey control.
 AX2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2601.See file dsdata.txt to determine how the superseded data were derived.
 AX2601
 AX2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8743947449(NAD 83)
 AX2601_MARKER: 90 = CHURCH SPIRE
 AX2601
 AX2601  HISTORY     - Date     Condition        Report By
 AX2601  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2601  HISTORY     - 1963     GOOD             CGS
 AX2601
 AX2601                          STATION DESCRIPTION
 AX2601
 AX2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2601'THIS INTERSECTION STATION IS THE SPIRE OF THE QUEEN OF PEACE
 AX2601'CATHOLIC CHURCH, LOCATED IN THE E EDGE OF THE VILLAGE OF
 AX2601'SWEET HOME.  THE SPIRE IS ABOUT 100 FEET HIGH, PAINTED
 AX2601'BLACK, AND HAS A CROSS ON TOP.  THE CHURCH IS BRICK AND
 AX2601'THE SPIRE IS OF WOODEN CONSTRUCTION.  THE POINT OBSERVED
 AX2601'WAS THE CROSS.
 AX2601
 AX2601                          STATION RECOVERY (1963)
 AX2601
 AX2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2601'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2601'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0961 ***********************************************************************
 CU0961  CBN         -  This is a Cooperative Base Network Control Station.
 CU0961  DESIGNATION -  SWEETAIR
 CU0961  PID         -  CU0961
 CU0961  STATE/COUNTY-  TX/NOLAN
 CU0961  USGS QUAD   -  SWEETWATER (1987)
 CU0961
 CU0961                         *CURRENT SURVEY CONTROL
 CU0961  ___________________________________________________________________
 CU0961* NAD 83(1993)-  32 27 44.44409(N)    100 28 22.88226(W)     ADJUSTED  
 CU0961* NAVD 88     -       727.4    (meters)    2386.     (feet)  GPS OBS   
 CU0961  ___________________________________________________________________
 CU0961  X           -    -979,264.185 (meters)                     COMP
 CU0961  Y           -  -5,297,555.853 (meters)                     COMP
 CU0961  Z           -   3,404,176.605 (meters)                     COMP
 CU0961  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CU0961  ELLIP HEIGHT-         700.37  (meters)          (10/24/00) GPS OBS
 CU0961  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CU0961
 CU0961  HORZ ORDER  -  B
 CU0961  ELLP ORDER  -  FOURTH    CLASS II
 CU0961
 CU0961.This mark is at Avenger Fld (SWW) Airport (SWW)
 CU0961
 CU0961.The horizontal coordinates were established by GPS observations
 CU0961.and adjusted by the National Geodetic Survey in May 1994..
 CU0961
 CU0961.The orthometric height was determined by GPS observations and a
 CU0961.high-resolution geoid model.
 CU0961
 CU0961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU0961
 CU0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0961
 CU0961.The ellipsoidal height was determined by GPS observations
 CU0961.and is referenced to NAD 83.
 CU0961
 CU0961.The geoid height was determined by GEOID03.
 CU0961
 CU0961;                    North         East     Units Scale Factor Converg.
 CU0961;SPC TXNC     - 2,089,975.364   414,529.275   MT  0.99992514   -1 04 33.9
 CU0961;SPC TXNC     - 6,856,860.84  1,360,001.46   sFT  0.99992514   -1 04 33.9
 CU0961;UTM  14      - 3,592,640.390   361,561.314   MT  0.99983633   -0 47 26.7
 CU0961
 CU0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0961!SPC TXNC     -   0.99989005  x   0.99992514  =   0.99981520
 CU0961!UTM  14      -   0.99989005  x   0.99983633  =   0.99972639
 CU0961
 CU0961|---------------------------------------------------------------------|
 CU0961| PID    Reference Object                     Distance      Geod. Az  |
 CU0961|                                                           dddmmss.s |
 CU0961| CX8757 SWEETAIR RM 1                        25.346 METERS 05435     |
 CU0961| CU0897 SWEETWATER ATT MICROWAVE            APPROX.10.3 KM 0590844.3 |
 CU0961| CU0949 SWEETWATER TV STA KTXS MAST         APPROX.10.2 KM 0745317.8 |
 CU0961| CU0958 SWEETWATER SW BELL TEL TOWER        APPROX. 6.2 KM 0784225.7 |
 CU0961| CU0948 SWEETWATER FLINKOTE CO TANK         APPROX.12.9 KM 0795434.4 |
 CU0961| CU0953 SWEETWATER WATER TANK               APPROX. 6.2 KM 1000500.4 |
 CU0961| CU1178 SWEETAIR AZ MK 2                    APPROX. 0.8 KM 1245228.0 |
 CU0961| CX8756 SWEETAIR AZ MK                                     1364829.0 |
 CU0961| CU0180 AVENGER 2                            37.902 METERS 16813     |
 CU0961|---------------------------------------------------------------------|
 CU0961
 CU0961                          SUPERSEDED SURVEY CONTROL
 CU0961
 CU0961  ELLIP H (05/09/94)  700.40   (m)                       GP(       ) 4 2
 CU0961  ELLIP H (12/21/93)  699.88   (m)                       GP(       ) 4 1
 CU0961  NAD 83(1986)-  32 27 44.44927(N)    100 28 22.87158(W) AD(       ) 1
 CU0961  NAD 27      -  32 27 44.02285(N)    100 28 21.49163(W) AD(       ) 1
 CU0961  NGVD 29 (12/08/88)  727.4    (m)         2386.     (f) GPS OBS        
 CU0961
 CU0961.Superseded values are not recommended for survey control.
 CU0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0961.See file dsdata.txt to determine how the superseded data were derived.
 CU0961
 CU0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6156192640(NAD 83)
 CU0961_MARKER: DD = SURVEY DISK
 CU0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0961_SP_SET: CONCRETE POST
 CU0961_STAMPING: SWEETAIR 1968
 CU0961_MARK LOGO: CGS   
 CU0961_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0961+STABILITY: SURFACE MOTION
 CU0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0961+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1993
 CU0961
 CU0961  HISTORY     - Date     Condition        Report By
 CU0961  HISTORY     - 1968     MONUMENTED       CGS
 CU0961  HISTORY     - 1968     GOOD             CGS
 CU0961  HISTORY     - 1978     GOOD             DMA
 CU0961  HISTORY     - 1988     GOOD             NGS
 CU0961  HISTORY     - 19890126 GOOD             NGS
 CU0961  HISTORY     - 19930204 GOOD             NGS
 CU0961
 CU0961                          STATION DESCRIPTION
 CU0961
 CU0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CU0961'THE STATION IS LOCATED ABOUT 4 1/2 MILES EAST OF ROSCOE, 3 1/2 MILES
 CU0961'WEST OF SWEETWATER, 0.8 MILE NORTH OF INTERSTATE HIGHWAY 20, AT THE
 CU0961'SWEETWATER MUNICIPAL AIRPORT.
 CU0961'
 CU0961'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CU0961'STATE HIGHWAY 70, ON THE SOUTH EDGE OF SWEETWATER, GO WEST ON
 CU0961'INTERSTATE HIGHWAY 20 FOR 3.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 CU0961'CONTINUE WEST FOR 0.4 MILE TO THE MUNICIPAL AIRPORT EXIT.  TURN RIGHT,
 CU0961'NORTH, FOR 0.45 MILE TO A REVERSE FORK AND A LARGE SIGN, MUNICIPAL
 CU0961'AIRPORT.  TURN SHARP LEFT, WEST AND NORTH, FOR 0.5 MILE TO A FORK.
 CU0961'TAKE RIGHT FORK FOR 0.1 MILE TO THE MUNICIPAL AIRPORT OFFICE AND THE
 CU0961'STATION ON THE LEFT.
 CU0961'
 CU0961'THE STATION MARK IS A STANDARD DISK, STAMPED SWEETAIR 1968, SET IN
 CU0961'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 2 INCHES BELOW
 CU0961'THE GROUND SURFACE.  IT IS 95 FEET WEST OF THE CENTER OF AN ASPHALT
 CU0961'ROAD, 34 FEET NORTH OF THE NORTH EDGE OF AN ASPHALT PARKING AREA AND
 CU0961'13.5 FEET EAST OF A LONE POLE.
 CU0961'
 CU0961'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SWEETAIR NO 1 1968,
 CU0961'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A LARGE CONCRETE
 CU0961'PAD.  IT IS 93 FEET WEST OF A CYCLONE FENCE AND 57 FEET NORTH OF THE
 CU0961'SHORTEST ONE OF THREE POLES.
 CU0961'
 CU0961'AVENGER 2 1954 (USE) WAS USED FOR  REFERENCE MARK 2.  IT IS A U.S.
 CU0961'ARMY CORPS OF ENGINEERS MARK, STAMPED AVENGER. 2 ELEV. 2385.57 1954
 CU0961'FT. WORTH DIST., CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF
 CU0961'A CURB SURROUNDING THE MUNICIPAL AIRPORT OFFICE.  IT IS 22 FEET
 CU0961'NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE.
 CU0961'
 CU0961'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SWEETAIR 1968, CEMENTED
 CU0961'IN A DRILL HOLE IN A BRIDGE ABUTMENT AT THE NORTHWEST CORNER OF AN
 CU0961'OVERPASS WHICH CROSSES OVER INTERSTATE HIGHWAY 20.  IT IS 16 FEET
 CU0961'NORTHWEST OF THE CENTER OF THE ROAD AND 8 FEET SOUTHWEST OF THE END
 CU0961'OF THE ABUTMENT.
 CU0961'
 CU0961'HEIGHT OF LIGHT ABOVE STATION MARK - 2.3 METERS.
 CU0961
 CU0961                          STATION RECOVERY (1968)
 CU0961
 CU0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 CU0961'RECOVERED IN GOOD CONDITION.
 CU0961
 CU0961                          STATION RECOVERY (1978)
 CU0961
 CU0961'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 CU0961'SWEETAIR GOOD.
 CU0961'
 CU0961'NO. 1 RECOVERED GOOD.
 CU0961'
 CU0961'AVENGER 2 RECOVERED GOOD.
 CU0961'
 CU0961'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SWEETWATER.
 CU0961
 CU0961                          STATION RECOVERY (1988)
 CU0961
 CU0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CU0961'THE STATION WAS RECOVERED AT THIS DATE.
 CU0961'OTHER MARKS NOT SEARCHED FOR.
 CU0961'
 CU0961'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 CU0961'EAST OF SWEETWATER, 1.4 KM (0.9 MI) NORTH OF INTERSTATE HIGHWAY 20
 CU0961'AND JUST OUTSIDE THE ENTRANCE TO THE SWEETWATER MUNICIPAL AIRPORT
 CU0961'IN A DIRT DRIVEWAY LEADING TO THE REAR OF A TAN BRICK BUILDING
 CU0961'BELONGING TO TEXAS STATE TECHNICAL INSTITUTE AND ON ROAD
 CU0961'RIGHT-OF-WAY.
 CU0961'OWNERSHIP--CITY OF SWEETWATER, PO BOX 450, SWEETWATER TX 79556,
 CU0961'PHONE 915-236-6313.  AIRPORT MANAGER IS BOB SEARS, PHONE
 CU0961'915-235-8478.
 CU0961'
 CU0961'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CU0961'LOOP 170 (EXIT 240), ABOUT 5.0 KM (3.1 MI) WEST OF SWEETWATER, GO
 CU0961'NORTHEAST ON LOOP 170 FOR 0.6 KM (0.4 MI) TO A PAVED ROAD LEFT.
 CU0961'TURN SHARP LEFT AND GO WEST THEN NORTH ON PAVED ROAD FOR 0.8 KM
 CU0961'(0.5 MI) TO THE OLD TERMINAL BUILDING ON THE RIGHT. (NOW
 CU0961'ADMINISTRATION BUILDING FOR THE COLLEGE).  CONTINUE AHEAD FOR ABOUT
 CU0961'50 METERS (164.0 FT) TO THE STATION ON THE LEFT.
 CU0961'
 CU0961'STATION MARK IS A STANDARD CGS STATION DISK STAMPED---SWEETAIR
 CU0961'1968---, SET IN THE TOP OF A 35 CM SQUARE CONCRETE POST PROJECTING
 CU0961'2 CM.  LOCATED 29.4 METERS (96.5 FT) EAST-SOUTHEAST OF THE
 CU0961'SOUTHEAST CORNER OF FENCE AROUND A SMALL ELECTRIC SUBSTATION, 12.5
 CU0961'METERS (41.0 FT) NORTHEAST FROM NORTH END OF A CURVED, TAN BRICK
 CU0961'WALL, 11.0 METERS (36.1 FT) SOUTH FROM EXTENDED CENTER OF AIRPORT
 CU0961'ENTRANCE ROAD AND 6.0 METERS (19.7 FT) WEST FROM CENTER OF ROAD.
 CU0961'
 CU0961'AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CU0961'DRIVEN INTO THE GROUND 2.4 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 CU0961'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CU0961'PIPE WITH A LOGO CAP STAMPED---SWEETAIR AZ MK 2 1988---, THE ROD IS
 CU0961'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 18.4 METERS (60.5
 CU0961'FT) EAST FROM UNDERGROUND CABLE SIGN POST, 15.4 METERS (50.5 FT)
 CU0961'NORTH FROM ROAD CENTER AND 0.8 METER (2.5 FT) NORTH FROM A
 CU0961'FIBERGLASS WITNESS POST IN FENCELINE.
 CU0961'
 CU0961'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CU0961'
 CU0961'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CU0961'
 CU0961'DESCRIBED BY D.A. BOWLING.
 CU0961
 CU0961                          STATION RECOVERY (1989)
 CU0961
 CU0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CU0961'THE STATION IS LOCATED ABOUT 7.24 KM (4.50 MI) EAST OF ROSCOE, 5.6 KM
 CU0961'(3.50 MI) WEST OF SWEETWATER, 1.3 KM (0.80 MI) NORTH OF INTERSTATE
 CU0961'HIGHWAY 20, NEAR THE SWEETWATER AIRPORT OFFICE.  OWNERSHIP--UNKNOWN.
 CU0961'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CU0961'STATE HIGHWAY 70, ON THE SOUTH SIDE OF SWEETWATER, GO WEST ON
 CU0961'INTERSTATE HIGHWAY 20 FOR 6.76 KM (4.20 MI) TO THE AIRPORT EXIT (EXIT
 CU0961'240).  TURN RIGHT, NORTH, ON A PAVED ROAD AND GO FOR 0.48 KM
 CU0961'(0.30 MI) TO A RAILROAD OVERPASS.  CONTINUE AHEAD FOR 0.16 KM
 CU0961'(0.10 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO FOR 0.8 KM
 CU0961'(0.50 MI) TO THE STATION ON THE LEFT, ON THE NORTH SIDE OF A GRAVELED
 CU0961'ROAD LEADING TO A SINGLE STORY BRICK BULIDING WITH THREE GARAGE DOORS.
 CU0961'THE STATION IS A STANDARD CGS DISK PROJECTING 5 CM ABOVE THE GROUND
 CU0961'SURFACE.  IT IS 35.7 M (117.1 FT) SOUTH OF A UTILITY POLE WITH THREE
 CU0961'TRANSFORMERS AND A GUY WIRE, 29.4 M (96.5 FT) EAST OF THE SOUTHEAST
 CU0961'CORNER OF A FENCE AROUND A SMALL SUBSTATION, 12.7 M (41.7 FT)
 CU0961'NORTHEAST OF THE NORTH CORNER OF A CURVED BRICK WALL ABOUT FIVE FEET
 CU0961'TALL, AND 5.8 M (19.0 FT) WEST OF THE CENTER OF A PAVED ROAD.
 CU0961'DESCRIBED BY R.D.B.
 CU0961
 CU0961                          STATION RECOVERY (1993)
 CU0961
 CU0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CU0961'NOTE--STATION IS IN DRIVEWAY AT TEMPORARY CONSTRUCTION SITE.  TRAFFIC
 CU0961'CONES WILL BE NEEDED AROUND THE TRIPOD.  CALL AHEAD SO SECURITY CAN
 CU0961'BE ALERTED.
 CU0961'STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF SWEETWATER, ON THE
 CU0961'WEST SIDE OF SWEETWATER MUNICIPAL AIRPORT, ON THE CAMPUS OF TEXAS
 CU0961'STATE TECHNICAL COLLEGE, ALONG THE PAVED ROAD THAT RUNS BETWEEN THE
 CU0961'AIRPORT AND THE COLLEGE BUILDINGS, IN A GRAVEL DRIVEWAY.
 CU0961'OWNERSHIP--TEXAS STATE TECHNICAL COLLEGE.  CONTACT DOWLING WARE,
 CU0961'MAINTENANCE SUPERVISOR, PHONE 915-235-7381.
 CU0961'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 20
 CU0961'AND LOOP 170 (EXIT 240), ABOUT 5 KM (3.10 MI) WEST OF SWEETWATER, GO
 CU0961'EAST ON THE NORTH FRONTAGE ROAD FOR 0.15 KM (0.10 MI) TO A PAVED ROAD
 CU0961'LEFT.  BEAR LEFT, NORTHEAST, ON LOOP 170 FOR 0.63 KM (0.40 MI) TO A
 CU0961'PAVED ROAD LEFT.  TURN LEFT, NORTHWEST, THEN NORTH ON PAVED ROAD
 CU0961'(COLLEGE DRIVE) FOR 0.75 KM (0.45 MI) TO A STREET LEFT JUST PAST THE
 CU0961'ADMINISTRATION BUILDING ON THE RIGHT.  CONTINUE AHEAD FOR 36 M
 CU0961'(118.1 FT) TO THE STATION ON THE LEFT AND AIRPORT SIGN ON THE RIGHT.
 CU0961'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 3 CM
 CU0961'BELOW GROUND (WILL VARY DUE TO LOOSE GRAVEL).  IT IS 6.3 M (20.7 FT)
 CU0961'WEST OF THE ROAD CENTER, 21.3 M (69.9 FT) WEST-NORTHWEST OF A GUYED
 CU0961'UTILITY POLE WITH LIGHT, 12.4 M (40.7 FT) NORTHEAST OF THE NORTH END
 CU0961'OF A CURVED TAN BRICK WALL, 17.0 M (55.8 FT) WEST OF TELEPHONE
 CU0961'PEDESTAL 2641, 44.6 M (146.3 FT) NORTH-NORTHWEST OF THE NORTHWEST
 CU0961'CORNER OF THE ADMINISTRATION BUILDING AT THE DOOR, AND 9.5 M
 CU0961'(31.2 FT) NORTH-NORTHEAST OF A PIPE SUPPORTING A -STOP FOR PEDS-
 CU0961'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1178 ***********************************************************************
 CU1178  PACS        -  This is a Primary Airport Control Station.
 CU1178  DESIGNATION -  SWEETAIR AZ MK 2
 CU1178  PID         -  CU1178
 CU1178  STATE/COUNTY-  TX/NOLAN
 CU1178  USGS QUAD   -  SWEETWATER (1987)
 CU1178
 CU1178                         *CURRENT SURVEY CONTROL
 CU1178  ___________________________________________________________________
 CU1178* NAD 83(1993)-  32 27 29.55635(N)    100 27 57.68814(W)     ADJUSTED  
 CU1178* NAVD 88     -       724.89   (meters)    2378.2    (feet)  GPS OBS   
 CU1178  ___________________________________________________________________
 CU1178  X           -    -978,661.437 (meters)                     COMP
 CU1178  Y           -  -5,297,915.388 (meters)                     COMP
 CU1178  Z           -   3,403,788.246 (meters)                     COMP
 CU1178  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CU1178  ELLIP HEIGHT-         697.83  (meters)          (10/24/00) GPS OBS
 CU1178  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CU1178
 CU1178  HORZ ORDER  -  B
 CU1178  ELLP ORDER  -  FOURTH    CLASS II
 CU1178
 CU1178.This mark is at Avenger Fld (SWW) Airport (SWW)
 CU1178
 CU1178.The horizontal coordinates were established by GPS observations
 CU1178.and adjusted by the National Geodetic Survey in September 1996..
 CU1178
 CU1178.The orthometric height was determined by GPS observations and a
 CU1178.high-resolution geoid model.
 CU1178
 CU1178.GPS derived orthometric heights for airport stations designated as
 CU1178.PACS or SACS are published to 2 decimal places.  This maintains
 CU1178.centimeter relative accuracy between the PACS and SACS.  It does
 CU1178.not indicate centimeter accuracy relative to other marks which are
 CU1178.part of the NAVD 88 network.
 CU1178
 CU1178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU1178
 CU1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1178
 CU1178.The ellipsoidal height was determined by GPS observations
 CU1178.and is referenced to NAD 83.
 CU1178
 CU1178.The geoid height was determined by GEOID03.
 CU1178
 CU1178;                    North         East     Units Scale Factor Converg.
 CU1178;SPC TXNC     - 2,089,504.540   415,178.486   MT  0.99992588   -1 04 20.1
 CU1178;SPC TXNC     - 6,855,316.14  1,362,131.42   sFT  0.99992588   -1 04 20.1
 CU1178;UTM  14      - 3,592,172.848   362,212.803   MT  0.99983412   -0 47 12.9
 CU1178
 CU1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1178!SPC TXNC     -   0.99989045  x   0.99992588  =   0.99981633
 CU1178!UTM  14      -   0.99989045  x   0.99983412  =   0.99972458
 CU1178
 CU1178:                Primary Azimuth Mark                     Grid Az
 CU1178:SPC TXNC     -  SWEETAIR                                 305 57 01.6
 CU1178:UTM  14      -  SWEETAIR                                 305 39 54.4
 CU1178
 CU1178|---------------------------------------------------------------------|
 CU1178| PID    Reference Object                     Distance      Geod. Az  |
 CU1178|                                                           dddmmss.s |
 CU1178| CU0961 SWEETAIR                            APPROX. 0.8 KM 3045241.5 |
 CU1178|---------------------------------------------------------------------|
 CU1178
 CU1178                          SUPERSEDED SURVEY CONTROL
 CU1178
 CU1178  ELLIP H (09/09/96)  697.83   (m)                       GP(       ) 1 2
 CU1178  NAD 83(1993)-  32 27 29.55636(N)    100 27 57.68843(W) AD(       ) 3
 CU1178  ELLIP H (02/16/96)  697.85   (m)                       GP(       ) 5 1
 CU1178  ELLIP H (12/21/93)  697.33   (m)                       GP(       ) 4 1
 CU1178  NAD 83(1986)-  32 27 29.56154(N)    100 27 57.67776(W) AD(       ) 3
 CU1178  NAD 27      -  32 27 29.13466(N)    100 27 56.29863(W) AD(       ) 3
 CU1178  NGVD 29 (12/08/88)  724.8    (m)         2378.     (f) GPS OBS        
 CU1178
 CU1178.Superseded values are not recommended for survey control.
 CU1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1178.See file dsdata.txt to determine how the superseded data were derived.
 CU1178
 CU1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6221392173(NAD 83)
 CU1178_MARKER: I = METAL ROD
 CU1178_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CU1178_SP_SET: OBJECT DRIVEN INTO GROUND
 CU1178_STAMPING: SWEETAIR AZ MK 2 1988
 CU1178_MARK LOGO: NGS   
 CU1178_PROJECTION: FLUSH
 CU1178_MAGNETIC: I = MARKER IS A STEEL ROD
 CU1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU1178+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1995
 CU1178_ROD/PIPE-DEPTH: 2.4  meters
 CU1178_SLEEVE-DEPTH  : 0.9 meters
 CU1178
 CU1178  HISTORY     - Date     Condition        Report By
 CU1178  HISTORY     - 1988     MONUMENTED       NGS
 CU1178  HISTORY     - 19950520 GOOD             NGS
 CU1178
 CU1178                          STATION DESCRIPTION
 CU1178
 CU1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CU1178'THE STATION IS LOCATED ABOUT 1.4 KM (0.9 MI)
 CU1178'WEST OF SWEETWATER, O.6 KM (0.4 MI) NORTH OF INTERSTATE HIGHWAY 20
 CU1178'AND JUST INSIDE OF THE SOUTH PERIMETER FENCE OF THE SWEETWATER
 CU1178'MUNICIPAL AIRPORT.  IT IS ACROSS LOOP 170 FROM THE VETERANS OF
 CU1178'FOREIGN WARS BUILDING.  A NEW AZIMUTH MARK 2 WAS ESTABLISHED
 CU1178'BECAUSE THE ORIGINAL AZ MK WAS NOT USABLE FOR THIS PROJECT.
 CU1178'OWNERSHIP--CITY OF SWEETWATER, PO BOX 450, SWEETWATER TX 79556.
 CU1178'AIRPORT MANAGER IS ROBERT SEARS, PHONE 915-235-8478.
 CU1178'
 CU1178'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CU1178'LOOP 170 (EXIT 240), ABOUT 5.0 KM (3.1 MI) WEST OF SWEETWATER, GO
 CU1178'NORTHEAST ON LOOP 170 FOR 0.6 KM (0.4 MI) TO A PAVED ROAD LEFT THAT
 CU1178'LEADS TO AIRPORT ENTRANCE.  KEEP RIGHT AND GO EAST ON LOOP 170 FOR
 CU1178'0.3 KM (0.2 MI) TO HIGH GROUND AND THE MARK ON THE LEFT BY FENCE.
 CU1178'(WILL HAVE TO CLIMB FENCE TO STATION).  STATION CAN BE REACHED FROM
 CU1178'AIRPORT ENTRANCE BY GOING SOUTHEAST ON AIRPORT TARMAC AND TAXIWAY
 CU1178'TO END OF RUNWAY 34-16, THEN SOUTHEAST ACROSS OPEN, GRASS AREA TO
 CU1178'FENCE AND MARK.
 CU1178'
 CU1178'STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 CU1178'INTO THE GROUND 2.4 METERS AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 CU1178'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 CU1178'WITH A LOGO CAP STAMPED---SWEETAIR AZ MK 2 1988---, THE ROD IS
 CU1178'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 18.4 METERS (60.5
 CU1178'FT) EAST FROM A UNDERGROUND CABLE SIGNPOST, 15.4 METERS (50.5 FT)
 CU1178'NORTH OF ROAD CENTER AND 0.8 METER (2.5 FT) NORTH OF A FIBERGLASS
 CU1178'WITNESS POST IN FENCELINE.
 CU1178'
 CU1178'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CU1178'
 CU1178'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CU1178'
 CU1178'DESCRIBED BY D.A. BOWLING.
 CU1178
 CU1178                          STATION RECOVERY (1995)
 CU1178
 CU1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CU1178'THE STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) WEST OF SWEETWATER, 0.6
 CU1178'KM (0.35 MI) NORTH OF THE INTERSTATE HIGHWAY 20, ON THE SWEETWATER
 CU1178'MUNICIPAL AIRPORT, IN SIDE THE SOUTH AIRPORT BOUNDRY FENCE, NORTH OF
 CU1178'LOOP 170 HIGHWAY, ACROSS FROM THE VFW BUILDING.  OWNERSHIP--CITY OF
 CU1178'SWEETWATER, BOX 450, SWEETWATER TX 79556.  TO REACH THE STATION FROM
 CU1178'THE OVERPASS JUNCTION OF INTERSTATE HIGHWAY 20 AND LOOP 170 (EXIT 240)
 CU1178'GO NORTHEAST ON LOOP 170 FOR 1.1 KM, (0.70 MI) GOING PAST THE AIRPORT
 CU1178'ROAD (COLLEGE DRIVE) TO THE TOP OF THE HILL AND THE STATION ON THE
 CU1178'LEFT.  THE STATION IS 18.4 M (60.4 FT) EAST OF AN UNDERGROUND CABLE
 CU1178'MARKER, 13.0 M (42.7 FT) NORTH OF THE LOOP CENTERLINE, 0.9 M (3.0 FT)
 CU1178'NORTH OF A WITNESS POST AND FENCE.  BE DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0167 ***********************************************************************
 CU0167  DESIGNATION -  SWEETWATER
 CU0167  PID         -  CU0167
 CU0167  STATE/COUNTY-  TX/NOLAN
 CU0167  USGS QUAD   -  SWEETWATER (1987)
 CU0167
 CU0167                         *CURRENT SURVEY CONTROL
 CU0167  ___________________________________________________________________
 CU0167* NAD 83(1993)-  32 27 58.45984(N)    100 24 04.36125(W)     ADJUSTED  
 CU0167* NAVD 88     -       647.834  (meters)    2125.44   (feet)  ADJUSTED  
 CU0167  ___________________________________________________________________
 CU0167  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CU0167  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CU0167  DYNAMIC HT  -         646.973 (meters)    2122.61  (feet)  COMP
 CU0167  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 CU0167
 CU0167  HORZ ORDER  -  SECOND
 CU0167  VERT ORDER  -  FIRST     CLASS II
 CU0167
 CU0167.The horizontal coordinates were established by classical geodetic methods
 CU0167.and adjusted by the National Geodetic Survey in February 1996..
 CU0167
 CU0167.The orthometric height was determined by differential leveling
 CU0167.and adjusted by the National Geodetic Survey in June 1991..
 CU0167
 CU0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0167
 CU0167.The geoid height was determined by GEOID03.
 CU0167
 CU0167.The dynamic height is computed by dividing the NAVD 88
 CU0167.geopotential number by the normal gravity value computed on the
 CU0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0167.degrees latitude (g = 980.6199 gals.).
 CU0167
 CU0167.The modeled gravity was interpolated from observed gravity values.
 CU0167
 CU0167;                    North         East     Units Scale Factor Converg.
 CU0167;SPC TXNC     - 2,090,282.529   421,286.847   MT  0.99992445   -1 02 12.9
 CU0167;SPC TXNC     - 6,857,868.60  1,382,171.93   sFT  0.99992445   -1 02 12.9
 CU0167;UTM  14      - 3,592,981.127   368,316.600   MT  0.99981383   -0 45 08.2
 CU0167
 CU0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0167!SPC TXNC     -   0.99990256  x   0.99992445  =   0.99982701
 CU0167!UTM  14      -   0.99990256  x   0.99981383  =   0.99971641
 CU0167
 CU0167|---------------------------------------------------------------------|
 CU0167| PID    Reference Object                     Distance      Geod. Az  |
 CU0167|                                                           dddmmss.s |
 CU0167| CU0166 SWEETWATER RM 1                      28.472 METERS 05709     |
 CU0167| CX8758 SWEETWATER AZ MK                                   0805051.7 |
 CU0167| CU0168 SWEETWATER RM 2                      36.498 METERS 12126     |
 CU0167| CX8759 SWEETWATER RM 3                      24.590 METERS 16323     |
 CU0167| CU0953 SWEETWATER WATER TANK               APPROX. 1.7 KM 2032124.8 |
 CU0167| CU0956 SWEETWATER STANDPIPE                APPROX. 1.7 KM 2522941.5 |
 CU0167| CU0954 SWEETWATER MAGNETIC STA              31.995 METERS 25346     |
 CU0167| CU0958 SWEETWATER SW BELL TEL TOWER        APPROX. 1.0 KM 3200527.7 |
 CU0167|---------------------------------------------------------------------|
 CU0167
 CU0167                          SUPERSEDED SURVEY CONTROL
 CU0167
 CU0167  NAD 83(1986)-  32 27 58.46446(N)    100 24 04.35110(W) AD(       ) 2
 CU0167  NAD 27      -  32 27 58.03600(N)    100 24 02.98000(W) AD(       ) 2
 CU0167  NGVD 29 (??/??/92)  647.619  (m)         2124.73   (f) ADJ UNCH    1 2
 CU0167
 CU0167.Superseded values are not recommended for survey control.
 CU0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0167.See file dsdata.txt to determine how the superseded data were derived.
 CU0167
 CU0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6831792981(NAD 83)
 CU0167_MARKER: DS = TRIANGULATION STATION DISK
 CU0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0167_STAMPING: SWEETWATER 1935
 CU0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0167+STABILITY: SURFACE MOTION
 CU0167
 CU0167  HISTORY     - Date     Condition        Report By
 CU0167  HISTORY     - 1935     MONUMENTED       CGS
 CU0167  HISTORY     - 1938     GOOD             TXHD
 CU0167  HISTORY     - 1956     GOOD             CGS
 CU0167  HISTORY     - 1956     GOOD             NGS
 CU0167  HISTORY     - 1958     GOOD             CGS
 CU0167  HISTORY     - 1965     GOOD             CGS
 CU0167  HISTORY     - 1968     GOOD             CGS
 CU0167  HISTORY     - 1969     GOOD             CGS
 CU0167  HISTORY     - 1974     GOOD             TXHD
 CU0167  HISTORY     - 1978     GOOD             DMA
 CU0167  HISTORY     - 1982     GOOD             NGS
 CU0167
 CU0167                          STATION DESCRIPTION
 CU0167
 CU0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0167'STATION IS LOCATED ON PROPERTY OF GROGAN MINERAL WELLS IN
 CU0167'THE S PART OF THE CITY OF SWEETWATER.  IT IS 105 FEET W
 CU0167'OF CENTER LINE OF N-S STREET AND 20 FEET E OF N-S FENCE.
 CU0167'
 CU0167'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CU0167'STANDARD BRONZE DISKS SET IN CONCRETE.
 CU0167'
 CU0167'REFERENCE MARK NO. 1 IS 93.41 FEET ENE OF STATION AND 21
 CU0167'FEET W OF CENTER LINE OF N-S STREET.
 CU0167'
 CU0167'REFERENCE MARK NO. 2 IS 119.85 FEET SE OF STATION AND 24
 CU0167'FEET W OF CENTER LINE OF N-S STREET.
 CU0167'
 CU0167'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE E OF STATION AND
 CU0167'22 FEET W OF CENTER LINE OF N-S STREET.
 CU0167'
 CU0167'SWEETWATER MAGNETIC STATION IS 104.97 FEET (31.995 METERS)
 CU0167'WSW OF STATION, 90 FEET W OF N-S FENCE AND 80 FEET N OF E-W
 CU0167'FENCE.
 CU0167'
 CU0167'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CU0167
 CU0167                          STATION RECOVERY (1938)
 CU0167
 CU0167'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0167'DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE MARKS
 CU0167'WERE FOUND IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER
 CU0167'THE AZIMUTH MARK.
 CU0167
 CU0167                          STATION RECOVERY (1956)
 CU0167
 CU0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CU0167'AT SWEETWATER, 0.4 MI. E OF THE TEXAS AND PACIFIC RAILWAY
 CU0167'STATION, ON A LARGE VACANT LOT, ON THE NW SLOPE OF A HILL,
 CU0167'107 FT. SW OF THE CENTERLINE OF PATTERSON STREET, 107.3 FT.
 CU0167'NW OF THE W CORNER OF A SMALL GREENHOUSE WHICH IS AT 500 PATTERSON
 CU0167'STREET, 2 FT. SE OF A WITNESS POST, A TRIANGULATION-STATION
 CU0167'DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 CU0167'THE GROUND, AND STAMPED SWEETWATER 1935.
 CU0167'
 CU0167'REFERENCE MARK 1 IS 93.4 FT. N OF TRIANGULATION STATION
 CU0167'SWEETWATER 1935, 23 FT. SW OF THE CENTERLINE OF PATTERSON
 CU0167'STREET, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 CU0167'POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND, AND STAMPED
 CU0167'SWEETWATER NO 1 1935.
 CU0167'
 CU0167'REFERENCE MARK 2 IS 119.9 FT. E OF TRIANGULATION STATION
 CU0167'SWEETWATER 1935, 18.7 FT. N OF THE N CORNER OF A SMALL GREENHOUSE
 CU0167'WHICH IS AT 500 PATTERSON STREET, 29 FT. SW OF THE CENTERLINE
 CU0167'OF PATTERSON STREET, A REFERENCE-MARK DISK, SET IN THE TOP
 CU0167'OF A CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND
 CU0167'AND STAMPED SWEETWATER NO 2 1935.
 CU0167
 CU0167                          STATION RECOVERY (1956)
 CU0167
 CU0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CU0167'IN SWEETWATER.
 CU0167'AT SWEETWATER, 0.4 MILE EAST OF THE TEXAS AND PACIFIC RAILROAD
 CU0167'STATION, ON A LARGE VACANT LOT, ON THE NORTHWEST SLOPE OF A HILL, 107
 CU0167'FEET SOUTHWEST OF THE CENTER LINE OF PATTERSON STREET, 107.3 FEET
 CU0167'NORTHWEST OF THE WEST CORNER OF A SMALL GREENHOUSE WHICH IS AT 500
 CU0167'PATTERSON STREET, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 CU0167'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CU0167
 CU0167                          STATION RECOVERY (1958)
 CU0167
 CU0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0167'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0167'CONDITION.  THE STATION IS ON THE WEST SIDE OF HILL STREET
 CU0167'AND IS IN THE 400 BLOCK, SOUTHWEST OF A TAN STUCCO HOUSE
 CU0167'AND ABOUT 105 FEET WEST OF THE CENTERLINE OF HILL STREET.
 CU0167'
 CU0167'R.M. NO. 1 IS AT THE SOUTHEAST CORNER OF THE YARD OF THE TAN
 CU0167'STUCCO HOUSE.
 CU0167'
 CU0167'R.M. NO. 2 IS AT THE NORTHEAST CORNER OF THE YARD AT 500 HILL
 CU0167'STREET.
 CU0167'
 CU0167'THE AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF THE STATION AND
 CU0167'IS IN THE FRONT YARD AT 516 NEFF STREET.
 CU0167'
 CU0167'HILL STREET IS LOCATED IN THE SOUTH PART OF SWEETWATER, TO
 CU0167'THE SOUTH OF THE RAILROAD AND TO THE EAST OF STATE HIGHWAY 70.
 CU0167
 CU0167                          STATION RECOVERY (1965)
 CU0167
 CU0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FAK)
 CU0167'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 CU0167'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  STATION
 CU0167'MARK IS FLUSH WITH SURFACE OF GROUND AND IS 18 PACES SOUTH
 CU0167'AND 11 PACES WEST OF SOUTHWEST CORNER OF HOUSE AT 416, HILL
 CU0167'STREET.
 CU0167
 CU0167                          STATION RECOVERY (1968)
 CU0167
 CU0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0167'REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 CU0167'AND FOUND IN GOOD CONDITION.  THE STATION MARK WAS FOUND
 CU0167'LAYING ON THE GROUND BUT THE SUB-SURFACE MARK WAS FOUND
 CU0167'IN PLACE.  THE SUB-SURFACE MARK WAS LOWERED AND A NEW SURFACE
 CU0167'MARK WAS SET OVER THE POINT.  REFERENCE MARK 1 WILL NOT SEE
 CU0167'THE STATION DUE TO A HOUSE ON LINE OF SIGHT AND A NEW REFERENCE
 CU0167'MARK 3 WAS ESTABLISHED.  THE AZIMUTH MARK WAS NOT OBSERVED
 CU0167'DUE TO TREES AND HOUSES ON LINE OF SIGHT.  FOLLOWING IS A
 CU0167'NEW AND COMPLETE DESCRIPTION.
 CU0167'
 CU0167'STATION IS LOCATED IN THE SOUTHERN SECTION OF SWEETWATER,
 CU0167'ABOUT 0.1 MILE SOUTH-SOUTHWEST OF THE INTERSECTION OF CANFIL
 CU0167'STREET AND HILL STREET.
 CU0167'
 CU0167'TO REACH FROM THE JUNCTION OF INTERSTATE 20 AND STATE HIGHWAY
 CU0167'70 IN THE SOUTH SECTION OF SWEETWATER, GO NORTH ON STATE
 CU0167'HIGHWAY 70 FOR 1.2 MILES TO A TRAFFIC LIGHT AND AVENUE D,
 CU0167'TURN RIGHT AND GO EAST ON AVENUE D WHICH CHANGES TO CANFIL
 CU0167'STREET FOR 0.15 MILE TO HILL STREET.  (TO REACH THE AZIMUTH
 CU0167'MARK CONTINUE EAST ON CANFIL STREET FOR 0.15 MILE TO NEFF
 CU0167'STREET, TURN RIGHT AND GO SOUTH ON NEFF STREET FOR 0.1 MILE
 CU0167'TO THE MARK ON THE RIGHT.) TURN RIGHT AND GO SOUTH ON HILL
 CU0167'STREET FOR 0.1 MILE TO HOUSE 418 ON THE RIGHT AND THE STATION
 CU0167'AS DESCRIBED.
 CU0167'
 CU0167'STATION MARK IS A STANDARD DISK, STAMPED SWEETWATER 1935
 CU0167'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 CU0167'FLUSH WITH THE SURFACE.  IT IS 110 FEET WEST OF THE CENTER
 CU0167'OF HILL STREET, 82 FEET NORTH OF A WITNESS POST, 64 FEET
 CU0167'SOUTHWEST OF THE SOUTHWEST CORNER OF A BROWN STUCCO HOUSE,
 CU0167'40 FEET NORTH-NORTHEAST OF A POWERLINE POLE AND 33.7 FEET
 CU0167'WEST OF THE SOUTHWEST CORNER OF A WHITE, WOODEN HOUSE.
 CU0167'
 CU0167'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SWEETWATER
 CU0167'NO 1 1935, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 CU0167'PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE.  IT IS 29.8 FEET
 CU0167'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE, WOODEN HOUSE
 CU0167'AND 21 FEET WEST OF THE CENTER OF HILL STREET.
 CU0167'
 CU0167'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SWEETWATER
 CU0167'NO 2 1935, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 CU0167'PROJECTS ABOUT 6 INCHES.  IT IS 32.5 FEET WEST OF THE CENTER
 CU0167'OF HILL STREET, 19.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 CU0167'OF A GREEN HOUSE AND ABOUT 2-1/2 FEET HIGHER THAN THE STATION
 CU0167'MARK.
 CU0167'
 CU0167'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SWEETWATER
 CU0167'NO 3 1935 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 CU0167'FLUSH WITH THE SURFACE.  IT IS 88 FEET SOUTH-SOUTHWEST OF
 CU0167'THE SOUTHWEST CORNER OF THE WHITE HOUSE, 47.8 FEET SOUTH-SOUTHEAST
 CU0167'OF THE POWERLINE POLE, 1.8 FEET NORTHWEST OF A WITNESS POST
 CU0167'AND ABOUT 2-1/2 FEET HIGHER THAN THE STATION.
 CU0167'
 CU0167'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 CU0167'SWEETWATER AZI 1935, SET IN THE TOP OF A 12-INCH SQUARE
 CU0167'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1-1/2 FEET ABOVE
 CU0167'THE SURFACE.  IT IS IN THE FRONT YARD AT 516 NEFF STREET,
 CU0167'HOUSE NO. 602, 21 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE
 CU0167'AND 6 FEET WEST OF THE CURB ALONG THE WEST SIDE OF NEFF STREET.
 CU0167'
 CU0167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 CU0167'SOUTH SECTION OF SWEETWATER.
 CU0167
 CU0167                          STATION RECOVERY (1969)
 CU0167
 CU0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (TET)
 CU0167'ALL MARKS (INCLUDING STATION) WERE FOUND IN GOOD CONDITION EXCEPT
 CU0167'THE AZIMUTH MARK.
 CU0167'
 CU0167'THERE HAS BEEN ANOTHER REFERENCE MARK SET ABOUT 94 FT SES FROM THE
 CU0167'STATION IN THE PROPERTY FENCE LINE STAMPED SWEETWATER 1935 RM
 CU0167'NO. 3.  WE HAVE NO OTHER NOTES ON THIS NEW MARK.  THE REFERENCE
 CU0167'STREET IN THE DESCRIPTION IS NOW HILL STREET.  THE MARK IS IN THE
 CU0167'REAR YARD OF A HOUSE UNDER THE CLOTHESLINE.  IT IS 5 FT. S AND 34
 CU0167'FT W. FROM THE SW CORNER OF A SMALL HOUSE.  DISTANCES AND
 CU0167'DIRECTIONS ARE NORMAL AND IN SAME DIRECTION AS HOUSE AND
 CU0167'STREET.
 CU0167
 CU0167                          STATION RECOVERY (1974)
 CU0167
 CU0167'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 CU0167'SWEETWATER 1935, 1968-GOOD
 CU0167'
 CU0167'SWEETWATER R.M. 1 AND 3-GOOD
 CU0167'
 CU0167'AZ. MK.-NOT SEARCHED FOR
 CU0167'
 CU0167'DESCRIPTION FOR LOCATING STATION IS ADEQUATE.  LINE OF SIGHT
 CU0167'NO LONGER EXISTS BETWEEN STATION AND AZIMUTH MARK.
 CU0167
 CU0167                          STATION RECOVERY (1978)
 CU0167
 CU0167'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (P)
 CU0167'SWEETWATER RECOVERED GOOD.
 CU0167'
 CU0167'NO 1, NO 2 NEITHER V.G. TO STATION.
 CU0167'
 CU0167'NO. 3 NOT SEARCHED FOR.
 CU0167'
 CU0167'STATION LOCATED IN BACKYARD, INSIDE FENCE, OF 418 HILL ST.
 CU0167'
 CU0167'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SWEETWATER.
 CU0167
 CU0167                          STATION RECOVERY (1982)
 CU0167
 CU0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CU0167'THE STATION, REFERENCE MARKS NO 1, NO 2, NO 3 AND THE AZIMUTH MARK
 CU0167'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2018 ***********************************************************************
 FL2018  DESIGNATION -  SWEETWATER
 FL2018  PID         -  FL2018
 FL2018  STATE/COUNTY-  TX/GRAY
 FL2018  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL2018
 FL2018                         *CURRENT SURVEY CONTROL
 FL2018  ___________________________________________________________________
 FL2018* NAD 83(1993)-  35 33 37.07216(N)    100 34 46.66649(W)     ADJUSTED  
 FL2018* NAVD 88     -       915.     (meters)    3002.     (feet)  SCALED    
 FL2018  ___________________________________________________________________
 FL2018  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 FL2018  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 FL2018
 FL2018  HORZ ORDER  -  THIRD
 FL2018
 FL2018.The horizontal coordinates were established by classical geodetic methods
 FL2018.and adjusted by the National Geodetic Survey in February 1996..
 FL2018
 FL2018.The orthometric height was scaled from a topographic map.
 FL2018
 FL2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2018
 FL2018.The geoid height was determined by GEOID03.
 FL2018
 FL2018;                    North         East     Units Scale Factor Converg.
 FL2018;SPC TX N     - 1,173,482.966   283,433.811   MT  0.99991395   +0 32 00.2
 FL2018;SPC TX N     - 3,850,002.03    929,899.09   sFT  0.99991395   +0 32 00.2
 FL2018;UTM  14      - 3,936,328.689   356,839.719   MT  0.99985256   -0 55 07.7
 FL2018
 FL2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2018!SPC TX N     -   0.99986053  x   0.99991395  =   0.99977450
 FL2018!UTM  14      -   0.99986053  x   0.99985256  =   0.99971311
 FL2018
 FL2018|---------------------------------------------------------------------|
 FL2018| PID    Reference Object                     Distance      Geod. Az  |
 FL2018|                                                           dddmmss.s |
 FL2018| CL3361 SWEETWATER RM 1                      11.587 METERS 17734     |
 FL2018| FL2021 LAKETON WHEAT GROWERS ELEV          APPROX. 4.8 KM 2480319.8 |
 FL2018| FL2024 LAKETON SANTA FE RR STANDPIPE       APPROX. 5.0 KM 2495719.8 |
 FL2018| CL3362 SWEETWATER RM 2                      10.863 METERS 26836     |
 FL2018| CL3360 SWEETWATER AZ MK                                   3040305.6 |
 FL2018|---------------------------------------------------------------------|
 FL2018
 FL2018                          SUPERSEDED SURVEY CONTROL
 FL2018
 FL2018  NAD 83(1993)-  35 33 37.07323(N)    100 34 46.66585(W) AD(       ) 3
 FL2018  NAD 83(1986)-  35 33 37.07708(N)    100 34 46.65560(W) AD(       ) 3
 FL2018  NAD 27      -  35 33 36.91100(N)    100 34 45.17200(W) AD(       ) 3
 FL2018
 FL2018.Superseded values are not recommended for survey control.
 FL2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2018.See file dsdata.txt to determine how the superseded data were derived.
 FL2018
 FL2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5684036329(NAD 83)
 FL2018_MARKER: DS = TRIANGULATION STATION DISK
 FL2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2018
 FL2018  HISTORY     - Date     Condition        Report By
 FL2018  HISTORY     - 1951     MONUMENTED       CGS
 FL2018  HISTORY     - 1956     GOOD             CGS
 FL2018  HISTORY     - 1961     GOOD             CGS
 FL2018
 FL2018                          STATION DESCRIPTION
 FL2018
 FL2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2018'THE STATION IS LOCATED ON THE EAST RIGHT-OF-WAY OF A COUNTY
 FL2018'ROAD, ABOUT 3.3 MILES EAST-NORTHEAST OF LAKETON POST OFFICE,
 FL2018'AT THE HEAD OF SWEETWATER CREEK, 6 FEET EAST OF A DIRT ROAD,
 FL2018'5.5 FEET NORTH OF A WITNESS POST AND 2 FEET WEST OF A NORTH-SOUTH
 FL2018'FENCE.  THE MARK IS A BRONZE DISK STAMPED SWEETWATER 1951 AND
 FL2018'IS SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL2018'
 FL2018'REFERENCE MARK NO. 1 IS 6 FEET EAST OF THE ROAD AND 1 FOOT
 FL2018'WEST OF THE FENCE.  THE MARK IS A BRONZE DISK STAMPED SWEETWATER
 FL2018'NO 1 1951 AND IS SET IN A SQUARE CONCRETE POST THAT PROJECTS
 FL2018'4 INCHES.
 FL2018'
 FL2018'REFERENCE MARK NO. 2 IS 4 FEET WEST OF THE ROAD AND 1.5 FEET
 FL2018'EAST OF A NORTH-SOUTH FENCE.  THE MARK IS A BRONZE DISK STAMPED
 FL2018'SWEETWATER NO 2 1951 AND IS SET IN A SQUARE CONCRETE POST THAT
 FL2018'PROJECTS 4 INCHES.
 FL2018'
 FL2018'THE AZIMUTH MARK IS 0.5 MILE NORTHWEST OF THE STATION, 5 FEET
 FL2018'SOUTH OF A DIRT ROAD AND 2 FEET EAST OF A WITNESS POST.  THE
 FL2018'MARK IS A BRONZE DISK STAMPED SWEETWATER 1951 AND IS SET IN
 FL2018'A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL2018'
 FL2018'TO REACH FROM THE LAKETON POST OFFICE, GO NORTH ON PAVED
 FL2018'ROAD TOWARDS MIAMI FOR 1.4 MILES TO CROSSROAD.  THENCE EAST
 FL2018'FOR 3 MILES TO T-INTERSECTION.  TURN RIGHT, SOUTH FOR 0.3
 FL2018'MILE TO THE STATION ON THE LEFT AS DESCRIBED.  TO REACH THE
 FL2018'AZIMUTH MARK FROM THE STATION GO NORTH FOR 0.3 MILE, AND
 FL2018'THEN WEST FOR 0.3 MILE TO THE AZIMUTH ON THE LEFT AS DESCRIBED.
 FL2018
 FL2018                          STATION RECOVERY (1956)
 FL2018
 FL2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2018'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL2018'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL2018'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL2018
 FL2018                          STATION RECOVERY (1961)
 FL2018
 FL2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CB)
 FL2018'STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE ALL
 FL2018'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK
 FL2018'NO. 2 IS GONE.  THE ROAD HAS BEEN BLADED ALL THE WAY TO THE
 FL2018'FENCE LINE.  DIRECTIONS FOR PROCEEDING TO THE STATION SITE
 FL2018'ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0962 ***********************************************************************
 CU0962  DESIGNATION -  SWEETWATER AF STA RADAR DOME
 CU0962  PID         -  CU0962
 CU0962  STATE/COUNTY-  TX/NOLAN
 CU0962  USGS QUAD   -  SWEETWATER (1987)
 CU0962
 CU0962                         *CURRENT SURVEY CONTROL
 CU0962  ___________________________________________________________________
 CU0962* NAD 83(1993)-  32 27 45.37193(N)    100 28 24.17496(W)     ADJUSTED  
 CU0962* NAVD 88     -                                                        
 CU0962  ___________________________________________________________________
 CU0962  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CU0962  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CU0962
 CU0962  HORZ ORDER  -  THIRD
 CU0962
 CU0962.The horizontal coordinates were established by classical geodetic methods
 CU0962.and adjusted by the National Geodetic Survey in February 1996..
 CU0962
 CU0962
 CU0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0962
 CU0962.The geoid height was determined by GEOID03.
 CU0962
 CU0962;                    North         East     Units Scale Factor Converg.
 CU0962;SPC TXNC     - 2,090,004.572   414,496.061   MT  0.99992509   -1 04 34.6
 CU0962;SPC TXNC     - 6,856,956.67  1,359,892.49   sFT  0.99992509   -1 04 34.6
 CU0962;UTM  14      - 3,592,669.430   361,527.958   MT  0.99983645   -0 47 27.5
 CU0962
 CU0962                          SUPERSEDED SURVEY CONTROL
 CU0962
 CU0962  NAD 83(1986)-  32 27 45.37831(N)    100 28 24.16519(W) AD(       ) 4
 CU0962  NAD 27      -  32 27 44.95322(N)    100 28 22.78512(W) AD(       ) 3
 CU0962
 CU0962.Superseded values are not recommended for survey control.
 CU0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0962.See file dsdata.txt to determine how the superseded data were derived.
 CU0962
 CU0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6152892669(NAD 83)
 CU0962_MARKER: 87 = DOME
 CU0962
 CU0962  HISTORY     - Date     Condition        Report By
 CU0962  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0962
 CU0962                          STATION DESCRIPTION
 CU0962
 CU0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0962'IT IS A ROUND DOME SET ON THE TOP OF A SQUARE CONCRETE
 CU0962'BLOCK BUILDING, THE BUILDING IS RED AND THE DOME IS
 CU0962'WHITE.  IT IS ABOUT 75 FEET HIGH.  THE POINT INTERSECTED
 CU0962'IS THE TOP-CENTER OF THE DOME.
 CU0962'
 CU0962'IT IS LOCATED ABOUT 300 FEET NORTHWEST OF THE SWEETWATER
 CU0962'MUNICIPAL AIRPORT, OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0897 ***********************************************************************
 CU0897  DESIGNATION -  SWEETWATER ATT MICROWAVE
 CU0897  PID         -  CU0897
 CU0897  STATE/COUNTY-  TX/NOLAN
 CU0897  USGS QUAD   -  BUSBY (1969)
 CU0897
 CU0897                         *CURRENT SURVEY CONTROL
 CU0897  ___________________________________________________________________
 CU0897* NAD 83(1993)-  32 30 35.35811(N)    100 22 44.99804(W)     ADJUSTED  
 CU0897* NAVD 88     -                                                        
 CU0897  ___________________________________________________________________
 CU0897  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CU0897  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CU0897
 CU0897  HORZ ORDER  -  THIRD
 CU0897
 CU0897.The horizontal coordinates were established by classical geodetic methods
 CU0897.and adjusted by the National Geodetic Survey in February 1996..
 CU0897
 CU0897
 CU0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0897
 CU0897.The geoid height was determined by GEOID03.
 CU0897
 CU0897;                    North         East     Units Scale Factor Converg.
 CU0897;SPC TXNC     - 2,095,077.225   423,445.319   MT  0.99991702   -1 01 29.6
 CU0897;SPC TXNC     - 6,873,599.20  1,389,253.52   sFT  0.99991702   -1 01 29.6
 CU0897;UTM  14      - 3,597,785.936   370,451.038   MT  0.99980695   -0 44 28.8
 CU0897
 CU0897                          SUPERSEDED SURVEY CONTROL
 CU0897
 CU0897  NAD 83(1986)-  32 30 35.36394(N)    100 22 44.98704(W) AD(       ) 4
 CU0897  NAD 27      -  32 30 34.94122(N)    100 22 43.60875(W) AD(       ) 3
 CU0897
 CU0897.Superseded values are not recommended for survey control.
 CU0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0897.See file dsdata.txt to determine how the superseded data were derived.
 CU0897
 CU0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA7045197786(NAD 83)
 CU0897_MARKER: 45 = MICROWAVE TOWER
 CU0897
 CU0897  HISTORY     - Date     Condition        Report By
 CU0897  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0897
 CU0897                          STATION DESCRIPTION
 CU0897
 CU0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0897'IT IS A FOUR-LEGGED STEEL TOWER, PAINTED RED AND WHITE
 CU0897'AND IS ABOUT 200 FEET HIGH.  THE POINT INTERSECTED WAS
 CU0897'THE TOP-CENTER OF THE STRUCTURE.
 CU0897'
 CU0897'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80, 84 AND STATE
 CU0897'HIGHWAY 70 IN SWEETWATER, GO NORTH ON STATE HIGHWAY 70
 CU0897'FOR 3.0 MILES TO THE MICROWAVE TOWER ABOUT 300 FEET WEST
 CU0897'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0959 ***********************************************************************
 CU0959  DESIGNATION -  SWEETWATER COOP COMPRESS TANK
 CU0959  PID         -  CU0959
 CU0959  STATE/COUNTY-  TX/NOLAN
 CU0959  USGS QUAD   -  SWEETWATER (1987)
 CU0959
 CU0959                         *CURRENT SURVEY CONTROL
 CU0959  ___________________________________________________________________
 CU0959* NAD 83(1993)-  32 27 17.56106(N)    100 25 30.39941(W)     ADJUSTED  
 CU0959* NAVD 88     -                                                        
 CU0959  ___________________________________________________________________
 CU0959  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CU0959  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CU0959
 CU0959  HORZ ORDER  -  THIRD
 CU0959
 CU0959.The horizontal coordinates were established by classical geodetic methods
 CU0959.and adjusted by the National Geodetic Survey in February 1996..
 CU0959
 CU0959
 CU0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0959
 CU0959.The geoid height was determined by GEOID03.
 CU0959
 CU0959;                    North         East     Units Scale Factor Converg.
 CU0959;SPC TXNC     - 2,089,063.895   419,017.470   MT  0.99992648   -1 02 59.8
 CU0959;SPC TXNC     - 6,853,870.46  1,374,726.48   sFT  0.99992648   -1 02 59.8
 CU0959;UTM  14      - 3,591,751.359   366,053.554   MT  0.99982125   -0 45 53.6
 CU0959
 CU0959                          SUPERSEDED SURVEY CONTROL
 CU0959
 CU0959  NAD 83(1986)-  32 27 17.56619(N)    100 25 30.38887(W) AD(       ) 4
 CU0959  NAD 27      -  32 27 17.13705(N)    100 25 29.01337(W) AD(       ) 3
 CU0959
 CU0959.Superseded values are not recommended for survey control.
 CU0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0959.See file dsdata.txt to determine how the superseded data were derived.
 CU0959
 CU0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6605491751(NAD 83)
 CU0959_MARKER: 53 = ELEVATED TANK
 CU0959
 CU0959  HISTORY     - Date     Condition        Report By
 CU0959  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0959
 CU0959                          STATION DESCRIPTION
 CU0959
 CU0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0959'IT IS A STEEL TANK SUPPORTED BY FOUR STEEL LEGS AND
 CU0959'IS PAINTED SILVER.  IT IS ABOUT 150 FEET HIGH.  THE POINT
 CU0959'INTERSECTED IS THE TOP-CENTER OF THE TANK.
 CU0959'
 CU0959'TO REACH FROM THE INTERSECTION OF WEST ALABAMA STREET
 CU0959'AND ROBERT LEE STREET IN SWEETWATER, GO WEST ON WEST ALABAMA
 CU0959'STREET FOR 0.35 MILE TO THE TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0948 ***********************************************************************
 CU0948  DESIGNATION -  SWEETWATER FLINKOTE CO TANK
 CU0948  PID         -  CU0948
 CU0948  STATE/COUNTY-  TX/NOLAN
 CU0948  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0948
 CU0948                         *CURRENT SURVEY CONTROL
 CU0948  ___________________________________________________________________
 CU0948* NAD 83(1993)-  32 28 57.68287(N)    100 20 15.58894(W)     ADJUSTED  
 CU0948* NAVD 88     -                                                        
 CU0948  ___________________________________________________________________
 CU0948  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CU0948  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CU0948
 CU0948  HORZ ORDER  -  THIRD
 CU0948
 CU0948.The horizontal coordinates were established by classical geodetic methods
 CU0948.and adjusted by the National Geodetic Survey in February 1996..
 CU0948
 CU0948
 CU0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0948
 CU0948.The geoid height was determined by GEOID03.
 CU0948
 CU0948;                    North         East     Units Scale Factor Converg.
 CU0948;SPC TXNC     - 2,092,000.129   427,291.610   MT  0.99992158   -1 00 08.1
 CU0948;SPC TXNC     - 6,863,503.76  1,401,872.56   sFT  0.99992158   -1 00 08.1
 CU0948;UTM  14      - 3,594,728.283   374,312.058   MT  0.99979480   -0 43 06.5
 CU0948
 CU0948                          SUPERSEDED SURVEY CONTROL
 CU0948
 CU0948  NAD 83(1986)-  32 28 57.68905(N)    100 20 15.57806(W) AD(       ) 4
 CU0948  NAD 27      -  32 28 57.26177(N)    100 20 14.20495(W) AD(       ) 3
 CU0948
 CU0948.Superseded values are not recommended for survey control.
 CU0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0948.See file dsdata.txt to determine how the superseded data were derived.
 CU0948
 CU0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA7431294728(NAD 83)
 CU0948_MARKER: 51 = TANK
 CU0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU0948+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 CU0948
 CU0948  HISTORY     - Date     Condition        Report By
 CU0948  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0948  HISTORY     - 20030719 GOOD             USPSQD
 CU0948
 CU0948                          STATION DESCRIPTION
 CU0948
 CU0948'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0954 ***********************************************************************
 CU0954  DESIGNATION -  SWEETWATER MAGNETIC STA
 CU0954  PID         -  CU0954
 CU0954  STATE/COUNTY-  TX/NOLAN
 CU0954  USGS QUAD   -  SWEETWATER (1987)
 CU0954
 CU0954                         *CURRENT SURVEY CONTROL
 CU0954  ___________________________________________________________________
 CU0954* NAD 83(1993)-  32 27 58.16938(N)    100 24 05.53755(W)     ADJUSTED  
 CU0954* NAVD 88     -       648.     (meters)    2126.     (feet)  SCALED    
 CU0954  ___________________________________________________________________
 CU0954  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CU0954  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CU0954
 CU0954  HORZ ORDER  -  SECOND
 CU0954
 CU0954.The horizontal coordinates were established by classical geodetic methods
 CU0954.and adjusted by the National Geodetic Survey in February 1996..
 CU0954
 CU0954.The orthometric height was scaled from a topographic map.
 CU0954
 CU0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0954
 CU0954.The geoid height was determined by GEOID03.
 CU0954
 CU0954;                    North         East     Units Scale Factor Converg.
 CU0954;SPC TXNC     - 2,090,274.140   421,255.974   MT  0.99992446   -1 02 13.5
 CU0954;SPC TXNC     - 6,857,841.07  1,382,070.64   sFT  0.99992446   -1 02 13.5
 CU0954;UTM  14      - 3,592,972.585   368,285.773   MT  0.99981393   -0 45 08.8
 CU0954
 CU0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0954!SPC TXNC     -   0.99990250  x   0.99992446  =   0.99982696
 CU0954!UTM  14      -   0.99990250  x   0.99981393  =   0.99971645
 CU0954
 CU0954                          SUPERSEDED SURVEY CONTROL
 CU0954
 CU0954  NAD 83(1986)-  32 27 58.17400(N)    100 24 05.52741(W) AD(       ) 2
 CU0954  NAD 27      -  32 27 57.74600(N)    100 24 04.15600(W) AD(       ) 2
 CU0954
 CU0954.Superseded values are not recommended for survey control.
 CU0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0954.See file dsdata.txt to determine how the superseded data were derived.
 CU0954
 CU0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6828692973(NAD 83)
 CU0954_MARKER: Z = SEE DESCRIPTION
 CU0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0954
 CU0954  HISTORY     - Date     Condition        Report By
 CU0954  HISTORY     - 1910     MONUMENTED       CGS
 CU0954  HISTORY     - 1935     SEE DESCRIPTION  CGS
 CU0954  HISTORY     - 1938     GOOD             TXHD
 CU0954  HISTORY     - 1968     MARK NOT FOUND   CGS
 CU0954  HISTORY     - 1969     MARK NOT FOUND   CGS
 CU0954
 CU0954                          STATION DESCRIPTION
 CU0954
 CU0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0954'STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 CU0954'A CONCRETE POST 6 BY 6 INCHES SQUARE, FLUSH WITH THE GROUND,
 CU0954'WITH A BRONZE SCREW IN THE TOP MARKED THE STATION.
 CU0954'
 CU0954'A NEW STATION WAS ESTABLISHED 104.97 FEET (31.995 METERS)
 CU0954'ENE OF THIS STATION AND A TIE WAS MADE.
 CU0954
 CU0954                          STATION RECOVERY (1938)
 CU0954
 CU0954'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0954'DESCRIPTION IS SATISFACTORY.  STATION IS FLUSH WITH THE GROUND
 CU0954'AND IN GOOD CONDITION.
 CU0954
 CU0954                          STATION RECOVERY (1968)
 CU0954
 CU0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0954'THIS STATION WAS NOT RECOVERED, THERE HAS BEEN CONSIDERABLE
 CU0954'EARTH REMOVED IN THIS AREA, AND THE STATION IS ASSUMED TO
 CU0954'BE LOST.
 CU0954'
 CU0954'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST
 CU0954'EDGE OF SWEETWATER.
 CU0954
 CU0954                          STATION RECOVERY (1969)
 CU0954
 CU0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (TET)
 CU0954'THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0960 ***********************************************************************
 CU0960  DESIGNATION -  SWEETWATER MUN APT BEACON
 CU0960  PID         -  CU0960
 CU0960  STATE/COUNTY-  TX/NOLAN
 CU0960  USGS QUAD   -  SWEETWATER (1987)
 CU0960
 CU0960                         *CURRENT SURVEY CONTROL
 CU0960  ___________________________________________________________________
 CU0960* NAD 83(1993)-  32 27 52.49234(N)    100 28 19.58545(W)     ADJUSTED  
 CU0960* NAVD 88     -                                                        
 CU0960  ___________________________________________________________________
 CU0960  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 CU0960  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CU0960
 CU0960  HORZ ORDER  -  THIRD
 CU0960
 CU0960.This mark is at Avenger Fld (SWW) Airport (SWW)
 CU0960
 CU0960.The horizontal coordinates were established by classical geodetic methods
 CU0960.and adjusted by the National Geodetic Survey in February 1996..
 CU0960
 CU0960
 CU0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0960
 CU0960.The geoid height was determined by GEOID03.
 CU0960
 CU0960;                    North         East     Units Scale Factor Converg.
 CU0960;SPC TXNC     - 2,090,221.604   414,620.005   MT  0.99992474   -1 04 32.1
 CU0960;SPC TXNC     - 6,857,668.71  1,360,299.13   sFT  0.99992474   -1 04 32.1
 CU0960;UTM  14      - 3,592,887.057   361,650.809   MT  0.99983603   -0 47 25.2
 CU0960
 CU0960                          SUPERSEDED SURVEY CONTROL
 CU0960
 CU0960  NAD 83(1986)-  32 27 52.49709(N)    100 28 19.57460(W) AD(       ) 4
 CU0960  NAD 27      -  32 27 52.07202(N)    100 28 18.19462(W) AD(       ) 3
 CU0960
 CU0960.Superseded values are not recommended for survey control.
 CU0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0960.See file dsdata.txt to determine how the superseded data were derived.
 CU0960
 CU0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6165192887(NAD 83)
 CU0960_MARKER: 21 = AIRPORT BEACON
 CU0960
 CU0960  HISTORY     - Date     Condition        Report By
 CU0960  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0960
 CU0960                          STATION DESCRIPTION
 CU0960
 CU0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0960'IT IS A FOUR-LEGGED STRUCTURE WITH A ROTATING, GREEN AND
 CU0960'WHITE LIGHT ON THE TOP.  IT IS ABOUT 50 FEET HIGH AND
 CU0960'IS NOT PAINTED.  THE POINT INTERSECTED IS THE TOP-CENTER
 CU0960'OF THE LIGHT.
 CU0960'
 CU0960'IT IS ABOUT 200 FEET NORTHEAST OF THE HANGER AT THE
 CU0960'SWEETWATER MUNICIPAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0955 ***********************************************************************
 CU0955  DESIGNATION -  SWEETWATER MUNICIPAL APT BCN
 CU0955  PID         -  CU0955
 CU0955  STATE/COUNTY-  TX/NOLAN
 CU0955  USGS QUAD   -  SWEETWATER (1987)
 CU0955
 CU0955                         *CURRENT SURVEY CONTROL
 CU0955  ___________________________________________________________________
 CU0955* NAD 83(1993)-  32 27 30.07093(N)    100 27 52.93416(W)     ADJUSTED  
 CU0955* NAVD 88     -                                                        
 CU0955  ___________________________________________________________________
 CU0955  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CU0955  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CU0955
 CU0955  HORZ ORDER  -  THIRD
 CU0955
 CU0955.This mark is at Avenger Fld (SWW) Airport (SWW)
 CU0955
 CU0955.The horizontal coordinates were established by classical geodetic methods
 CU0955.and adjusted by the National Geodetic Survey in February 1996..
 CU0955
 CU0955
 CU0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0955
 CU0955.The geoid height was determined by GEOID03.
 CU0955
 CU0955;                    North         East     Units Scale Factor Converg.
 CU0955;SPC TXNC     - 2,089,518.065   415,302.910   MT  0.99992585   -1 04 17.5
 CU0955;SPC TXNC     - 6,855,360.52  1,362,539.63   sFT  0.99992585   -1 04 17.5
 CU0955;UTM  14      - 3,592,186.991   362,337.147   MT  0.99983369   -0 47 10.4
 CU0955
 CU0955                          SUPERSEDED SURVEY CONTROL
 CU0955
 CU0955  NAD 83(1986)-  32 27 30.07646(N)    100 27 52.92380(W) AD(       ) 4
 CU0955  NAD 27      -  32 27 29.64900(N)    100 27 51.54300(W) AD(       ) 3
 CU0955
 CU0955.Superseded values are not recommended for survey control.
 CU0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0955.See file dsdata.txt to determine how the superseded data were derived.
 CU0955
 CU0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6233792187(NAD 83)
 CU0955_MARKER: 22 = AIRWAY BEACON
 CU0955
 CU0955  HISTORY     - Date     Condition        Report By
 CU0955  HISTORY     - 1935     FIRST OBSERVED   CGS
 CU0955
 CU0955                          STATION DESCRIPTION
 CU0955
 CU0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0955'POINT OBSERVED UPON WAS LIGHT ON AIR BEACON APPROXIMATELY 50 FEET
 CU0955'HIGH, ON SWEETWATER MUNICIPAL AIRPORT, LOCATED 4 MILES W OF
 CU0955'SWEETWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0166 ***********************************************************************
 CU0166  DESIGNATION -  SWEETWATER RM 1
 CU0166  PID         -  CU0166
 CU0166  STATE/COUNTY-  TX/NOLAN
 CU0166  USGS QUAD   -  SWEETWATER (1987)
 CU0166
 CU0166                         *CURRENT SURVEY CONTROL
 CU0166  ___________________________________________________________________
 CU0166* NAD 83(1986)-  32 27 58.     (N)    100 24 03.     (W)     SCALED    
 CU0166* NAVD 88     -       647.155  (meters)    2123.21   (feet)  ADJUSTED  
 CU0166  ___________________________________________________________________
 CU0166  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CU0166  DYNAMIC HT  -         646.295 (meters)    2120.39  (feet)  COMP
 CU0166  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 CU0166
 CU0166  VERT ORDER  -  FIRST     CLASS II
 CU0166
 CU0166.The horizontal coordinates were scaled from a topographic map and have
 CU0166.an estimated accuracy of +/- 6 seconds.
 CU0166
 CU0166.The orthometric height was determined by differential leveling
 CU0166.and adjusted by the National Geodetic Survey in June 1991..
 CU0166
 CU0166.The geoid height was determined by GEOID03.
 CU0166
 CU0166.The dynamic height is computed by dividing the NAVD 88
 CU0166.geopotential number by the normal gravity value computed on the
 CU0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0166.degrees latitude (g = 980.6199 gals.).
 CU0166
 CU0166.The modeled gravity was interpolated from observed gravity values.
 CU0166
 CU0166;                    North         East    Units  Estimated Accuracy
 CU0166;SPC TXNC     - 2,090,270.      421,320.      MT  (+/- 180 meters Scaled)
 CU0166
 CU0166                          SUPERSEDED SURVEY CONTROL
 CU0166
 CU0166  NGVD 29 (??/??/92)  646.940  (m)         2122.50   (f) ADJ UNCH    1 2
 CU0166
 CU0166.Superseded values are not recommended for survey control.
 CU0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0166.See file dsdata.txt to determine how the superseded data were derived.
 CU0166
 CU0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA683929(NAD 83)
 CU0166_MARKER: DR = REFERENCE MARK DISK
 CU0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0166_STAMPING: SWEETWATER NO 1 1935
 CU0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0166+STABILITY: SURFACE MOTION
 CU0166
 CU0166  HISTORY     - Date     Condition        Report By
 CU0166  HISTORY     - 1935     MONUMENTED       CGS
 CU0166  HISTORY     - 1956     GOOD             NGS
 CU0166
 CU0166                          STATION DESCRIPTION
 CU0166
 CU0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0166'IN SWEETWATER.
 CU0166'AT SWEETWATER, 0.4 MILE EAST OF THE TEXAS AND PACIFIC RAILROAD
 CU0166'STATION, 93.4 FEET NORTH OF TRIANGULATION STATION SWEETWATER 1935, 23
 CU0166'FEET SOUTHWEST OF THE CENTER LINE OF PATTERSON STREET, SET IN THE TOP
 CU0166'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0168 ***********************************************************************
 CU0168  DESIGNATION -  SWEETWATER RM 2
 CU0168  PID         -  CU0168
 CU0168  STATE/COUNTY-  TX/NOLAN
 CU0168  USGS QUAD   -  SWEETWATER (1987)
 CU0168
 CU0168                         *CURRENT SURVEY CONTROL
 CU0168  ___________________________________________________________________
 CU0168* NAD 83(1986)-  32 27 58.     (N)    100 24 03.     (W)     SCALED    
 CU0168* NAVD 88     -       648.331  (meters)    2127.07   (feet)  ADJUSTED  
 CU0168  ___________________________________________________________________
 CU0168  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CU0168  DYNAMIC HT  -         647.469 (meters)    2124.24  (feet)  COMP
 CU0168  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 CU0168
 CU0168  VERT ORDER  -  FIRST     CLASS II
 CU0168
 CU0168.The horizontal coordinates were scaled from a topographic map and have
 CU0168.an estimated accuracy of +/- 6 seconds.
 CU0168
 CU0168.The orthometric height was determined by differential leveling
 CU0168.and adjusted by the National Geodetic Survey in June 1991..
 CU0168
 CU0168.The geoid height was determined by GEOID03.
 CU0168
 CU0168.The dynamic height is computed by dividing the NAVD 88
 CU0168.geopotential number by the normal gravity value computed on the
 CU0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0168.degrees latitude (g = 980.6199 gals.).
 CU0168
 CU0168.The modeled gravity was interpolated from observed gravity values.
 CU0168
 CU0168;                    North         East    Units  Estimated Accuracy
 CU0168;SPC TXNC     - 2,090,270.      421,320.      MT  (+/- 180 meters Scaled)
 CU0168
 CU0168                          SUPERSEDED SURVEY CONTROL
 CU0168
 CU0168  NGVD 29 (??/??/92)  648.116  (m)         2126.36   (f) ADJ UNCH    1 2
 CU0168
 CU0168.Superseded values are not recommended for survey control.
 CU0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0168.See file dsdata.txt to determine how the superseded data were derived.
 CU0168
 CU0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA683929(NAD 83)
 CU0168_MARKER: DR = REFERENCE MARK DISK
 CU0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0168_STAMPING: SWEETWATER NO 2 1935
 CU0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0168+STABILITY: SURFACE MOTION
 CU0168
 CU0168  HISTORY     - Date     Condition        Report By
 CU0168  HISTORY     - 1935     MONUMENTED       CGS
 CU0168  HISTORY     - 1956     GOOD             NGS
 CU0168
 CU0168                          STATION DESCRIPTION
 CU0168
 CU0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0168'IN SWEETWATER.
 CU0168'AT SWEETWATER, 0.4 MILE EAST OF THE TEXAS AND PACIFIC RAILROAD
 CU0168'STATION, 119.9 FEET EAST OF TRIANGULATION STATION SWEETWATER 1935,
 CU0168'18.7 FEET NORTH OF THE NORTH CORNER OF A SMALL GREENHOUSE WHICH IS AT
 CU0168'500 PATTERSON STREET, 29 FEET SOUTHWEST OF THE CENTER LINE OF
 CU0168'PATTERSON STREET, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CU0168'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0957 ***********************************************************************
 CU0957  DESIGNATION -  SWEETWATER SCHOOLHOUSE CUPOLA
 CU0957  PID         -  CU0957
 CU0957  STATE/COUNTY-  TX/NOLAN
 CU0957  USGS QUAD   -  SWEETWATER (1987)
 CU0957
 CU0957                         *CURRENT SURVEY CONTROL
 CU0957  ___________________________________________________________________
 CU0957* NAD 83(1993)-  32 28 30.38136(N)    100 24 04.11977(W)     ADJUSTED  
 CU0957* NAVD 88     -                                                        
 CU0957  ___________________________________________________________________
 CU0957  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CU0957  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CU0957
 CU0957  HORZ ORDER  -  THIRD
 CU0957
 CU0957.The horizontal coordinates were established by classical geodetic methods
 CU0957.and adjusted by the National Geodetic Survey in February 1996..
 CU0957
 CU0957
 CU0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0957
 CU0957.The geoid height was determined by GEOID03.
 CU0957
 CU0957;                    North         East     Units Scale Factor Converg.
 CU0957;SPC TXNC     - 2,091,265.495   421,310.944   MT  0.99992289   -1 02 12.7
 CU0957;SPC TXNC     - 6,861,093.54  1,382,250.99   sFT  0.99992289   -1 02 12.7
 CU0957;UTM  14      - 3,593,964.093   368,335.814   MT  0.99981377   -0 45 08.7
 CU0957
 CU0957                          SUPERSEDED SURVEY CONTROL
 CU0957
 CU0957  NAD 83(1986)-  32 28 30.38741(N)    100 24 04.10858(W) AD(       ) 4
 CU0957  NAD 27      -  32 28 29.96000(N)    100 24 02.73000(W) AD(       ) 3
 CU0957
 CU0957.Superseded values are not recommended for survey control.
 CU0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0957.See file dsdata.txt to determine how the superseded data were derived.
 CU0957
 CU0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6833693964(NAD 83)
 CU0957_MARKER: 86 = CUPOLA
 CU0957
 CU0957  HISTORY     - Date     Condition        Report By
 CU0957  HISTORY     - 1908     FIRST OBSERVED   CGS
 CU0957
 CU0957                          STATION DESCRIPTION
 CU0957
 CU0957'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0956 ***********************************************************************
 CU0956  DESIGNATION -  SWEETWATER STANDPIPE
 CU0956  PID         -  CU0956
 CU0956  STATE/COUNTY-  TX/NOLAN
 CU0956  USGS QUAD   -  SWEETWATER (1987)
 CU0956
 CU0956                         *CURRENT SURVEY CONTROL
 CU0956  ___________________________________________________________________
 CU0956* NAD 83(1993)-  32 27 41.72250(N)    100 25 06.93947(W)     ADJUSTED  
 CU0956* NAVD 88     -                                                        
 CU0956  ___________________________________________________________________
 CU0956  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CU0956  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CU0956
 CU0956  HORZ ORDER  -  THIRD
 CU0956
 CU0956.The horizontal coordinates were established by classical geodetic methods
 CU0956.and adjusted by the National Geodetic Survey in February 1996..
 CU0956
 CU0956
 CU0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0956
 CU0956.The geoid height was determined by GEOID03.
 CU0956
 CU0956;                    North         East     Units Scale Factor Converg.
 CU0956;SPC TXNC     - 2,089,796.780   419,643.632   MT  0.99992527   -1 02 47.0
 CU0956;SPC TXNC     - 6,856,274.94  1,376,780.82   sFT  0.99992527   -1 02 47.0
 CU0956;UTM  14      - 3,592,487.271   366,675.998   MT  0.99981919   -0 45 41.5
 CU0956
 CU0956                          SUPERSEDED SURVEY CONTROL
 CU0956
 CU0956  NAD 83(1986)-  32 27 41.72758(N)    100 25 06.92940(W) AD(       ) 4
 CU0956  NAD 27      -  32 27 41.29800(N)    100 25 05.56000(W) AD(       ) 3
 CU0956
 CU0956.Superseded values are not recommended for survey control.
 CU0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0956.See file dsdata.txt to determine how the superseded data were derived.
 CU0956
 CU0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6667692487(NAD 83)
 CU0956_MARKER: 52 = STANDPIPE TANK
 CU0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU0956+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 CU0956
 CU0956  HISTORY     - Date     Condition        Report By
 CU0956  HISTORY     - 1935     FIRST OBSERVED   CGS
 CU0956  HISTORY     - 1949     GOOD             CGS
 CU0956  HISTORY     - 1968     GOOD             CGS
 CU0956  HISTORY     - 20030719 GOOD             USPSQD
 CU0956
 CU0956                          STATION DESCRIPTION
 CU0956
 CU0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0956'OBJECT OBSERVED UPON WAS FINIAL OF STANDPIPE IN SOUTHWESTERN
 CU0956'PART OF SWEETWATER ON HIGHEST POINT IN VICINITY.  IT IS
 CU0956'ABOUT 120 FEET TALL, THE SOURCE OF MUNICIPAL WATER SUPPLY,
 CU0956'AND WAS BUILT IN 1920.
 CU0956
 CU0956                          STATION RECOVERY (1949)
 CU0956
 CU0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CU0956'RECOVERED AS DESCRIBED.  THE ONLY STANDPIPE IN THAT AREA.
 CU0956'VERIFIED CORRECT BY THE CITY WATER COMMISSIONER.
 CU0956
 CU0956                          STATION RECOVERY (1968)
 CU0956
 CU0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0956'IT IS A STEEL STANDPIPE, PAINTED SILVER AND IS 60 FEET HIGH.  THE
 CU0956'POINT INTERSECTED IS THE TOP-CENTER.
 CU0956'
 CU0956'IT IS ABOUT 200 FEET NORTHEAST OF THE INTERSECTION OF ALAMO AVENUE
 CU0956'AND ROBERT LEE STREET IN THE SOUTHWEST SECTION OF SWEETWATER AND IS
 CU0956'ACROSS THE STREET FROM THE BOOKER T. WASHINGTON SCHOOL.
 CU0956
 CU0956                          STATION RECOVERY (2003)
 CU0956
 CU0956'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CU0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0958 ***********************************************************************
 CU0958  DESIGNATION -  SWEETWATER SW BELL TEL TOWER
 CU0958  PID         -  CU0958
 CU0958  STATE/COUNTY-  TX/NOLAN
 CU0958  USGS QUAD   -  SWEETWATER (1987)
 CU0958
 CU0958                         *CURRENT SURVEY CONTROL
 CU0958  ___________________________________________________________________
 CU0958* NAD 83(1993)-  32 28 23.89658(N)    100 24 29.45980(W)     ADJUSTED  
 CU0958* NAVD 88     -                                                        
 CU0958  ___________________________________________________________________
 CU0958  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CU0958  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CU0958
 CU0958  HORZ ORDER  -  THIRD
 CU0958
 CU0958.The horizontal coordinates were established by classical geodetic methods
 CU0958.and adjusted by the National Geodetic Survey in February 1996..
 CU0958
 CU0958
 CU0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0958
 CU0958.The geoid height was determined by GEOID03.
 CU0958
 CU0958;                    North         East     Units Scale Factor Converg.
 CU0958;SPC TXNC     - 2,091,077.780   420,645.801   MT  0.99992321   -1 02 26.6
 CU0958;SPC TXNC     - 6,860,477.68  1,380,068.77   sFT  0.99992321   -1 02 26.6
 CU0958;UTM  14      - 3,593,773.098   367,671.683   MT  0.99981593   -0 45 22.2
 CU0958
 CU0958                          SUPERSEDED SURVEY CONTROL
 CU0958
 CU0958  NAD 83(1986)-  32 28 23.90267(N)    100 24 29.45018(W) AD(       ) 4
 CU0958  NAD 27      -  32 28 23.47421(N)    100 24 28.08573(W) AD(       ) 3
 CU0958
 CU0958.Superseded values are not recommended for survey control.
 CU0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0958.See file dsdata.txt to determine how the superseded data were derived.
 CU0958
 CU0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6767293773(NAD 83)
 CU0958_MARKER: 55 = TOWER
 CU0958
 CU0958  HISTORY     - Date     Condition        Report By
 CU0958  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0958
 CU0958                          STATION DESCRIPTION
 CU0958
 CU0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0958'IT IS A CONCRETE AND STEEL STRUCTURE, PAINTED GREY AND
 CU0958'BLACK AND IS 138 FEET HIGH.  THE POINT INTERSECTED IS THE
 CU0958'LIGHTNING ROD WHICH IS THE CENTER OF THE STRUCTURE.
 CU0958'
 CU0958'IT IS LOCATED ABOUT 150 FEET SOUTHWEST OF THE INTERSECTION
 CU0958'OF EAST 5 TH STREET AND ELM STREET IN SWEETWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0949 ***********************************************************************
 CU0949  DESIGNATION -  SWEETWATER TV STA KTXS MAST
 CU0949  PID         -  CU0949
 CU0949  STATE/COUNTY-  TX/NOLAN
 CU0949  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0949
 CU0949                         *CURRENT SURVEY CONTROL
 CU0949  ___________________________________________________________________
 CU0949* NAD 83(1993)-  32 29 10.55472(N)    100 22 05.96691(W)     ADJUSTED  
 CU0949* NAVD 88     -                                                        
 CU0949  ___________________________________________________________________
 CU0949  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CU0949  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CU0949
 CU0949  HORZ ORDER  -  THIRD
 CU0949
 CU0949.The horizontal coordinates were established by classical geodetic methods
 CU0949.and adjusted by the National Geodetic Survey in February 1996..
 CU0949
 CU0949
 CU0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0949
 CU0949.The geoid height was determined by GEOID03.
 CU0949
 CU0949;                    North         East     Units Scale Factor Converg.
 CU0949;SPC TXNC     - 2,092,447.370   424,417.404   MT  0.99992097   -1 01 08.3
 CU0949;SPC TXNC     - 6,864,971.08  1,392,442.77   sFT  0.99992097   -1 01 08.3
 CU0949;UTM  14      - 3,595,161.226   371,436.023   MT  0.99980382   -0 44 06.1
 CU0949
 CU0949                          SUPERSEDED SURVEY CONTROL
 CU0949
 CU0949  NAD 83(1986)-  32 29 10.56077(N)    100 22 05.95570(W) AD(       ) 4
 CU0949  NAD 27      -  32 29 10.13452(N)    100 22 04.58017(W) AD(       ) 3
 CU0949
 CU0949.Superseded values are not recommended for survey control.
 CU0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0949.See file dsdata.txt to determine how the superseded data were derived.
 CU0949
 CU0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA7143695161(NAD 83)
 CU0949_MARKER: 42 = RADIO/TV MAST
 CU0949
 CU0949  HISTORY     - Date     Condition        Report By
 CU0949  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0949
 CU0949                          STATION DESCRIPTION
 CU0949
 CU0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0949'A LACED STEEL MAST, PAINTED RED AND WHITE AND IS 650 FEET
 CU0949'HIGH.  THE POINT INTERSECTED IS THE TOP-CENTER OF THE MAST.
 CU0949'
 CU0949'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CU0949'(BUSINESS) AND STATE HIGHWAY 70 IN SWEETWATER, GO EAST
 CU0949'ON U.S. HIGHWAY 80 (BUSINESS) FOR 2.0 MILES TO THE
 CU0949'TELEVISION STATION AND MAST ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0953 ***********************************************************************
 CU0953  DESIGNATION -  SWEETWATER WATER TANK
 CU0953  PID         -  CU0953
 CU0953  STATE/COUNTY-  TX/NOLAN
 CU0953  USGS QUAD   -  SWEETWATER (1987)
 CU0953
 CU0953                         *CURRENT SURVEY CONTROL
 CU0953  ___________________________________________________________________
 CU0953* NAD 83(1993)-  32 27 09.18830(N)    100 24 29.45593(W)     ADJUSTED  
 CU0953* NAVD 88     -                                                        
 CU0953  ___________________________________________________________________
 CU0953  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CU0953  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CU0953
 CU0953  HORZ ORDER  -  THIRD
 CU0953
 CU0953.The horizontal coordinates were established by classical geodetic methods
 CU0953.and adjusted by the National Geodetic Survey in February 1996..
 CU0953
 CU0953
 CU0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0953
 CU0953.The geoid height was determined by GEOID03.
 CU0953
 CU0953;                    North         East     Units Scale Factor Converg.
 CU0953;SPC TXNC     - 2,088,777.005   420,604.106   MT  0.99992690   -1 02 26.6
 CU0953;SPC TXNC     - 6,852,929.22  1,379,931.97   sFT  0.99992690   -1 02 26.6
 CU0953;UTM  14      - 3,591,472.395   367,641.427   MT  0.99981603   -0 45 20.7
 CU0953
 CU0953                          SUPERSEDED SURVEY CONTROL
 CU0953
 CU0953  NAD 83(1986)-  32 27 09.19393(N)    100 24 29.44531(W) AD(       ) 4
 CU0953  NAD 27      -  32 27 08.76000(N)    100 24 28.07400(W) AD(       ) 3
 CU0953
 CU0953.Superseded values are not recommended for survey control.
 CU0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0953.See file dsdata.txt to determine how the superseded data were derived.
 CU0953
 CU0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6764191472(NAD 83)
 CU0953_MARKER: 51 = TANK
 CU0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU0953+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 CU0953
 CU0953  HISTORY     - Date     Condition        Report By
 CU0953  HISTORY     - 1935     FIRST OBSERVED   CGS
 CU0953  HISTORY     - 1935     GOOD             CGS
 CU0953  HISTORY     - 1968     GOOD             CGS
 CU0953  HISTORY     - 20030719 GOOD             USPSQD
 CU0953
 CU0953                          STATION DESCRIPTION
 CU0953
 CU0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0953'OBJECT OBSERVED UPON WAS FINIAL OF WATER TANK ON PROMINENT
 CU0953'HILL IN SOUTHERN PART OF SWEETWATER.  IT IS ABOUT 110 FEET
 CU0953'TALL AND WAS BUILT IN 1932.
 CU0953
 CU0953                          STATION RECOVERY (1935)
 CU0953
 CU0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WIB)
 CU0953'RECOVERED AS DESCRIBED.  THE ONLY TANK IN THAT AREA.  VERIFIED
 CU0953'CORRECT BY THE CIT WATER COMMISSIONER.
 CU0953
 CU0953                          STATION RECOVERY (1968)
 CU0953
 CU0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0953'IT IS A STEEL TANK SUPPORTED BY 12 STEEL LEGS PAINTED SILVER AND
 CU0953'IS ABOUT 125 FEET HIGH.  THE POINT INTERSECTED IS THE TOP-CENTER
 CU0953'OF THE TANK.
 CU0953'
 CU0953'IT IS ABOUT 200 FEET NORTHWEST OF THE INTERSECTION OF ARIZONA STREET
 CU0953'AND MOODY STREET IN THE SOUTHWEST SECTION OF SWEETWATER.
 CU0953
 CU0953                          STATION RECOVERY (2003)
 CU0953
 CU0953'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CU0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0866 ***********************************************************************
 DO0866  DESIGNATION -  SWENSON ET
 DO0866  PID         -  DO0866
 DO0866  STATE/COUNTY-  TX/THROCKMORTON
 DO0866  USGS QUAD   -  ANTELOPE CREEK SW (1962)
 DO0866
 DO0866                         *CURRENT SURVEY CONTROL
 DO0866  ___________________________________________________________________
 DO0866* NAD 83(1993)-  33 17 10.90338(N)    099 24 02.26685(W)     ADJUSTED  
 DO0866* NAVD 88     -       458.9    (meters)    1506.     (feet)  VERTCON   
 DO0866  ___________________________________________________________________
 DO0866  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DO0866  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DO0866
 DO0866  HORZ ORDER  -  SECOND
 DO0866
 DO0866.The horizontal coordinates were established by classical geodetic methods
 DO0866.and adjusted by the National Geodetic Survey in February 1996..
 DO0866
 DO0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0866
 DO0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0866
 DO0866.The geoid height was determined by GEOID03.
 DO0866
 DO0866;                    North         East     Units Scale Factor Converg.
 DO0866;SPC TXNC     - 2,179,968.053   516,117.217   MT  0.99988098   -0 29 28.3
 DO0866;SPC TXNC     - 7,152,111.85  1,693,294.57   sFT  0.99988098   -0 29 28.3
 DO0866;UTM  14      - 3,683,105.377   462,696.088   MT  0.99961716   -0 13 11.6
 DO0866
 DO0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0866!SPC TXNC     -   0.99993247  x   0.99988098  =   0.99981346
 DO0866!UTM  14      -   0.99993247  x   0.99961716  =   0.99954966
 DO0866
 DO0866:                Primary Azimuth Mark                     Grid Az
 DO0866:SPC TXNC     -  FIELD ET                                 108 56 52.8
 DO0866:UTM  14      -  FIELD ET                                 108 40 36.1
 DO0866
 DO0866|---------------------------------------------------------------------|
 DO0866| PID    Reference Object                     Distance      Geod. Az  |
 DO0866|                                                           dddmmss.s |
 DO0866| DO0865 FIELD ET                            APPROX. 3.8 KM 1082724.5 |
 DO0866| CX8766 SWENSON ET RM 2                       8.408 METERS 12136     |
 DO0866| CX8765 SWENSON ET RM 1                       8.314 METERS 31733     |
 DO0866|---------------------------------------------------------------------|
 DO0866
 DO0866                          SUPERSEDED SURVEY CONTROL
 DO0866
 DO0866  NAD 83(1993)-  33 17 10.90605(N)    099 24 02.26593(W) AD(       ) 2
 DO0866  NAD 83(1986)-  33 17 10.91084(N)    099 24 02.25830(W) AD(       ) 2
 DO0866  NAD 27      -  33 17 10.54993(N)    099 24 00.96709(W) AD(       ) 2
 DO0866  NGVD 29 (07/19/86)  458.8    (m)         1505.     (f) VERT ANG       
 DO0866
 DO0866.Superseded values are not recommended for survey control.
 DO0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0866.See file dsdata.txt to determine how the superseded data were derived.
 DO0866
 DO0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB6269683105(NAD 83)
 DO0866_MARKER: DD = SURVEY DISK
 DO0866_SETTING: 0 = UNSPECIFIED SETTING
 DO0866
 DO0866  HISTORY     - Date     Condition        Report By
 DO0866  HISTORY     - 1966     MONUMENTED       USGS
 DO0866
 DO0866                          STATION DESCRIPTION
 DO0866
 DO0866'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DO0866'THE STATION IS LOCATED NORTH 65 DEG EAST ABOUT 21 MILES
 DO0866'(AIRLINE) FROM HASKELL, TEXAS.  NORTH 60 DEG WEST ABOUT
 DO0866'15 MILES (AIRLINE) FROM THROCKMORTON, TEXAS.  46.05 FEET
 DO0866'NE OF THE CENTER OF FARM ROAD NO. 1720, 4.4 FEET SW OF
 DO0866'THE RIGHT-OF-WAY FENCE.  0.25 MILE NW OF WHERE POWER LINE
 DO0866'CROSSES FARM ROAD NO. 1720.  2.7 FEET NE OF A USGS WITNESS
 DO0866'SIGN MOUNTED ON A METAL POST.  THE STATION CAN BE LOCATED
 DO0866'FROM THE WICHITA FALLS (NI 14-8) 1--250,000 SERIES MAP.
 DO0866'
 DO0866'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0866'
 DO0866'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0866'ROD DRIVEN TO REFUSAL (5 FEET) CENTERED IN 6-INCH TILE,
 DO0866'12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH
 DO0866'WITH THE GROUND AND IS STAMPED SWENSON ET 1966.
 DO0866'
 DO0866'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO
 DO0866'A COPPER-COATED ROD DRIVEN TO REFUSAL (5 FEET) FLUSH WITH
 DO0866'THE GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG,
 DO0866'FILLED WITH GRAVEL.  RM NO. 1 IS LOCATED 27.275 FEET
 DO0866'(8.314 METERS) NW OF THE STATION MARK AND IS STAMPED
 DO0866'SWENSON ET NO. 1 1966.
 DO0866'
 DO0866'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0866'COPPER-COATED ROD DRIVEN TO REFUSAL (5 FEET) FLUSH WITH THE
 DO0866'GROUND, CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0866'GRAVEL.  RM NO. 2 IS LOCATED 27.59 FEET (8.408 METERS) SE OF THE
 DO0866'STATION MARK, AND IS STAMPED SWENSON ET NO. 2 1966.
 DO0866'
 DO0866'STATION FIELD ET IS VISIBLE FROM THE GROUND, AT THIS STATION
 DO0866'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9249 ***********************************************************************
 AF9249  DESIGNATION -  SWENSON ET
 AF9249  PID         -  AF9249
 AF9249  STATE/COUNTY-  TX/KENT
 AF9249  USGS QUAD   -  SPUR (1967)
 AF9249
 AF9249                         *CURRENT SURVEY CONTROL
 AF9249  ___________________________________________________________________
 AF9249* NAD 83(1993)-  33 22 54.92000(N)    100 51 20.23690(W)     ADJUSTED  
 AF9249* NAVD 88     -       708.0    (meters)    2323.     (feet)  VERTCON   
 AF9249  ___________________________________________________________________
 AF9249  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 AF9249  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AF9249
 AF9249  HORZ ORDER  -  THIRD
 AF9249
 AF9249.The horizontal coordinates were established by classical geodetic methods
 AF9249.and adjusted by the National Geodetic Survey in July 1998..
 AF9249
 AF9249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9249
 AF9249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9249
 AF9249.The geoid height was determined by GEOID03.
 AF9249
 AF9249;                    North         East     Units Scale Factor Converg.
 AF9249;SPC TXNC     - 2,192,662.923   380,855.609   MT  0.99988918   -1 17 05.1
 AF9249;SPC TXNC     - 7,193,761.61  1,249,523.78   sFT  0.99988918   -1 17 05.1
 AF9249;UTM  14      - 3,695,166.396   327,394.271   MT  0.99996732   -1 01 16.5
 AF9249
 AF9249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9249!SPC TXNC     -   0.99989293  x   0.99988918  =   0.99978212
 AF9249!UTM  14      -   0.99989293  x   0.99996732  =   0.99986026
 AF9249
 AF9249                          SUPERSEDED SURVEY CONTROL
 AF9249
 AF9249  NGVD 29 (07/17/98)  707.7    (m)         2322.     (f) VERT ANG       
 AF9249
 AF9249.Superseded values are not recommended for survey control.
 AF9249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9249.See file dsdata.txt to determine how the superseded data were derived.
 AF9249
 AF9249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2739495166(NAD 83)
 AF9249_MARKER: DS = TRIANGULATION STATION DISK
 AF9249
 AF9249  HISTORY     - Date     Condition        Report By
 AF9249  HISTORY     - 1960     MONUMENTED       USGS
 AF9249
 AF9249                          STATION DESCRIPTION
 AF9249
 AF9249'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AF9249'STATION IS LOCATED ABOUT 7.0 MI. S. OF SPUR, TEXAS, ON THE HIGH POINT
 AF9249'OF A SMALL BARE HILL, SURROUNDED BY MESQUITE.
 AF9249'STATION WAS REACHED FROM SPUR BY GOING S. ON FARM ROAD 261 FOR 3.5 MI.
 AF9249'TO A CROSSROAD, THENCE S. ON GRAVEL RD. FOR 3.6 MI. TO A WIRE GATE AND
 AF9249'FIELD RD. TO THE LEFT, THENCE E. ON FIELD RD. FOR 0.2 MI. TO TOP OF
 AF9249'SMALL HILL.
 AF9249'STATION MARK--A STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.2
 AF9249'FT. ABOVE GROUND, STAMPED---SWENSON - ET 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0510 ***********************************************************************
 DP0510  DESIGNATION -  SWENSON RESET
 DP0510  PID         -  DP0510
 DP0510  STATE/COUNTY-  TX/COTTLE
 DP0510  USGS QUAD   -  GROW NW (1981)
 DP0510
 DP0510                         *CURRENT SURVEY CONTROL
 DP0510  ___________________________________________________________________
 DP0510* NAD 83(1993)-  33 53 38.53402(N)    100 26 52.76415(W)     ADJUSTED  
 DP0510* NAVD 88     -       687.     (meters)    2254.     (feet)  SCALED    
 DP0510  ___________________________________________________________________
 DP0510  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DP0510  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DP0510
 DP0510  HORZ ORDER  -  FIRST
 DP0510
 DP0510.The horizontal coordinates were established by classical geodetic methods
 DP0510.and adjusted by the National Geodetic Survey in February 1996..
 DP0510
 DP0510.The orthometric height was scaled from a topographic map.
 DP0510
 DP0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0510
 DP0510.The geoid height was determined by GEOID03.
 DP0510
 DP0510;                    North         East     Units Scale Factor Converg.
 DP0510;SPC TXNC     - 2,248,673.996   419,826.036   MT  0.99998055   -1 03 44.7
 DP0510;SPC TXNC     - 7,377,524.60  1,377,379.25   sFT  0.99998055   -1 03 44.7
 DP0510;UTM  14      - 3,751,350.730   366,110.019   MT  0.99982099   -0 48 27.4
 DP0510
 DP0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0510!SPC TXNC     -   0.99989644  x   0.99998055  =   0.99987699
 DP0510!UTM  14      -   0.99989644  x   0.99982099  =   0.99971745
 DP0510
 DP0510:                Primary Azimuth Mark                     Grid Az
 DP0510:SPC TXNC     -  SWENSON AZ MK 2                          006 05 36.5
 DP0510:UTM  14      -  SWENSON AZ MK 2                          005 50 19.2
 DP0510
 DP0510|---------------------------------------------------------------------|
 DP0510| PID    Reference Object                     Distance      Geod. Az  |
 DP0510|                                                           dddmmss.s |
 DP0510| CX8761 SWENSON AZ MK 2                                    0050151.8 |
 DP0510| EN0705 PADUCAH MUNICIPAL TANK              APPROX.18.4 KM 0431001.7 |
 DP0510| EN0709 PADUCAH PANHANDLE CO TANK           APPROX.19.7 KM 0432925.9 |
 DP0510| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX.17.8 KM 0445834.2 |
 DP0510| CX8764 SWENSON RM 3                         28.540 METERS 09325     |
 DP0510| CX8762 SWENSON RM 1                         28.560 METERS 09345     |
 DP0510| DP0508 VOR GUTHRIE GTH                     APPROX.16.5 KM 1410559.4 |
 DP0510| CX8763 SWENSON RM 2                         28.282 METERS 20740     |
 DP0510| CX8760 SWENSON AZ MK                                      3292225.0 |
 DP0510|---------------------------------------------------------------------|
 DP0510
 DP0510                          SUPERSEDED SURVEY CONTROL
 DP0510
 DP0510  NAD 83(1993)-  33 53 38.53595(N)    100 26 52.76378(W) AD(       ) 1
 DP0510  NAD 83(1986)-  33 53 38.53981(N)    100 26 52.75703(W) AD(       ) 1
 DP0510  NAD 27      -  33 53 38.25200(N)    100 26 51.33000(W) AD(       ) 1
 DP0510
 DP0510.Superseded values are not recommended for survey control.
 DP0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0510.See file dsdata.txt to determine how the superseded data were derived.
 DP0510
 DP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC6611051351(NAD 83)
 DP0510_MARKER: DS = TRIANGULATION STATION DISK
 DP0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0510_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0510
 DP0510  HISTORY     - Date     Condition        Report By
 DP0510  HISTORY     - 1935     MONUMENTED       CGS
 DP0510  HISTORY     - 1938     GOOD             TXHD
 DP0510  HISTORY     - 1958     POOR             CGS
 DP0510  HISTORY     - 1963     GOOD             CGS
 DP0510  HISTORY     - 1967     GOOD             CGS
 DP0510
 DP0510                          STATION DESCRIPTION
 DP0510
 DP0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0510'STATION IS 4 MILES E AND 4 MILES N OF SW CORNER OF COTTLE COUNTY,
 DP0510'12 MILES SW OF PADUCAH, AND IN THE SW PORTION OF SECTION 27,
 DP0510'JOHN H. STEPHENS, BLOCK B, ON LAND OWNED BY THE SWENSON LAND
 DP0510'AND CATTLE COMPANY, AND IN SWENSONS N PASTURE, ABOUT 4 MILES
 DP0510'E OF RANCH HEADQUARTERS, WHICH IS NEAR THE COUNTY LINE.
 DP0510'MARK IS SET ON A HIGH SANDY, CHINERY-COVERED KNOLL, ON A N-S
 DP0510'RIDGE.  FROM THE STATION A WINDMILL CAN BE SEEN 24 DEGREES
 DP0510'E OF N AND ABOUT 3/4 MILE DISTANT.
 DP0510'
 DP0510'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0510'BRONZE DISKS SET IN CONCRETE.
 DP0510'
 DP0510'REFERENCE MARK NO. 1 IS E OF STATION, AND PROJECTS ABOUT
 DP0510'8 INCHES ABOVE THE GROUND.
 DP0510'
 DP0510'REFERENCE MARK NO. 2 IS SW OF STATION, AND PROJECTS ABOUT
 DP0510'8 INCHES ABOVE THE GROUND.
 DP0510'
 DP0510'AZIMUTH MARK IS 0.2 MILE NW OF STATION, SET AT E EDGE OF
 DP0510'ROAD LEADING PAST STATION.  IT PROJECTS ABOUT 8 INCHES ABOVE
 DP0510'THE GROUND.
 DP0510'
 DP0510'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DP0510'83 AND 70, ONE BLOCK S OF COURTHOUSE IN PADUCAH, GO 10.25
 DP0510'MILES W ON PAVED U.S. HIGHWAY 70 AND TURN LEFT, (S) AT CROSS
 DP0510'ROAD SWINGING SHARP LEFT ACROSS CATTLE GUARD.  FOLLOW MAIN
 DP0510'ROAD S JUST W OF N-S FENCE AND E OF TELEPHONE LINE 1.1 MILES
 DP0510'AND ACROSS CATTLE GUARD AT FENCE CORNER, CONTINUE S ON MAIN
 DP0510'ROAD ALONG E SIDE OF FENCE 1.05 MILES TO FENCE CORNER AND PENS
 DP0510'ON LEFT, CONTINUE STRAIGHT AHEAD SOUTHERLY FOLLOWING MAIN
 DP0510'ROAD 3.9 MILES AND TAKE MAIN LEFT FORK, GO 0.3 MILE AND
 DP0510'ACROSS CATTLE GUARD, CONTINUE STRAIGHT AHEAD FOR 0.75 MILE
 DP0510'AND TAKE LEFT FORK FOR 0.15 MILE TO SWENSON RANCH
 DP0510'HEADQUARTERS, TAKE MAIN RANCH ROAD NE STARTING AT NE
 DP0510'CORNER OF LARGE RED BARN AND GO 0.75 MILE THROUGH A
 DP0510'WOODEN GATE, CONTINUE ON MAIN ROAD 0.6 MILE PASSING TO
 DP0510'RIGHT OF WINDMILL AND CONCRETE TANK, CONTINUE ON MAIN PLAIN
 DP0510'ROAD 1.3 MILES TO CROSS ROAD JUST BEFORE REACHING WINDMILL AND
 DP0510'TANK ON RIGHT, TAKE LEFT FORK NE AND FOLLOW MAIN SAND ROAD 1.1
 DP0510'MILES TO ROAD FORK, LEAVE ROAD TURNING TO RIGHT AND GO S
 DP0510'ACROSS PASTURE, DRIVING PARALLEL TO TOP OF RIDGE FOR 0.2
 DP0510'MILE TO CHINERY CLUMP AND STATION.
 DP0510'
 DP0510'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0510
 DP0510                          STATION RECOVERY (1938)
 DP0510
 DP0510'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0510'STATION WAS RECOVERED.  DESCRIPTION IS SATISFACTORY.  STATION
 DP0510'AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO ATTEMPT
 DP0510'MADE TO RECOVER THE AZIMUTH MARK.
 DP0510
 DP0510                          STATION RECOVERY (1958)
 DP0510
 DP0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DP0510'THE STATION AND REFERENCE MARKS WERE FOUND TO BE TILTED.  THE
 DP0510'LAND HAD BEEN CLEARED BY DRAGGING A CABLE BETWEEN TWO TRACTORS
 DP0510'AND THE MARKS WERE DISTURBED WHEN THIS WAS DONE.
 DP0510'
 DP0510'THE SURFACE STATION MARK WAS DUG UP AND PLUMBED OVER THE
 DP0510'UNDERGROUND MARK.  THE MARK WAS RESTAMPED SWENSON 1935-1958.
 DP0510'THE UNDERGROUND MARK APPEARED TO BE SLIGHTLY TILTED BUT THE
 DP0510'ANGLE BETWEEN THE PADUCAH TANK AND THE AZIMUTH MARK CHECKED
 DP0510'TO WITHIN 02.1.
 DP0510'
 DP0510'R.M. NO. 1 WAS DUG UP AND RESET NEAR ITS ORIGINAL LOCATION.
 DP0510'THE NUMBER ON THE REFERENCE DISK WAS CHANGED TO NO. 3.
 DP0510'
 DP0510'R.M. NO. 2 WAS SLIGHTLY TILTED BUT IT WAS LEFT AS IT WAS
 DP0510'SINCE THE MARK WAS SOLID.
 DP0510'
 DP0510'TO REACH THE STATION FROM PADUCAH, FROM THE JUNCTION OF U.S.
 DP0510'HIGHWAYS 83, 70 AND 62, GO WEST ON U.S. 70 AND 62 FOR 10.4
 DP0510'MILES TO CROSSROADS, TURN LEFT AND GO SOUTH ON A BLADED SAND
 DP0510'ROAD FOR 4.3 MILES TO FORKS, TAKE LEFT FORK AND FOLLOW BLADED
 DP0510'AND SAND ROAD SOUTHEAST AND EAST FOR 1.75 MILES TO FORKS,
 DP0510'TAKE RIGHT FORK ON TRACK ROAD AND CONTINUE EASTERLY FOR 0.9
 DP0510'MILE TO A WINDMILL, TURN RIGHT AND FOLLOW A VERY DIM SANDY
 DP0510'ROAD SOUTH-SOUTHWEST FOR 0.95 MILE TO TOP OF RIDGE AND AZIMUTH
 DP0510'MARK IN CENTER OF DIM FORKS, TURN LEFT OFF SAND ROAD AND GO
 DP0510'SOUTHEAST ALONG RIDGE FOR 0.2 MILE TO THE STATION.
 DP0510
 DP0510                          STATION RECOVERY (1963)
 DP0510
 DP0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 DP0510'THE STATION MARK, REFERENCE MARKS 3, 2 AND THE AZIMUTH MARK
 DP0510'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN THE DISTANCE
 DP0510'AND DIRECTION WAS NOTED TO THE REFERENCE MARKS.  FOLLOWING
 DP0510'IS A NEW COMPLETE DESCRIPTION.
 DP0510'
 DP0510'THE STATION IS ABOUT 12 MILES SOUTHWEST OF PADUCAH, 7 MILES
 DP0510'NORTHEAST OF THE VILLAGE OF DUMONT AND 4 MILES NORTHEAST OF
 DP0510'THE SWENSON LAND AND CATTLE COMPANY HEADQUARTERS, ON TOP OF
 DP0510'A BRUSH COVERED, SANDY KNOLL.
 DP0510'
 DP0510'TO REACH THE STATION FROM THE CROSSROAD IN DUMONT, GO NORTH
 DP0510'ON FARM ROAD 2569 FOR 1.8 MILES TO THE END OF PAVEMENT.  CONTINUE
 DP0510'NORTH ON GRAVELED ROAD FOR 1.15 MILES TO A FORK.  TAKE THE
 DP0510'LEFT FORK AND GO NORTH AND WEST FOR 0.4 MILE TO A SIDE ROAD
 DP0510'RIGHT AND A SIGN SWENSON LAND AND CATTLE CO.  TURN RIGHT AND
 DP0510'GO NORTH ON GRADED ROAD FOR 2.3 MILES TO A FORK JUST AFTER
 DP0510'CROSSING A CATTLE GUARD.  TAKE THE RIGHT FORK AND GO 0.15 MILE
 DP0510'TO THE RANCH HEADQUARTERS.  CONTINUE NORTHEAST ON TRACK ROAD,
 DP0510'PASSING TO THE LEFT OF CORRALS AND TIN SHED FOR 0.7 MILE
 DP0510'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 DP0510'NORTHEASTERLY FOR 0.65 MILE TO A FORK AT A WINDMILL.  TAKE
 DP0510'THE RIGHT FORK AND GO EASTERLY ON TRACK ROAD FOR 1.05
 DP0510'MILES TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 DP0510'EASTERLY FOR 0.25 MILE TO A FORK AT A WINDMILL.  BEAR
 DP0510'LEFT AND GO NORTHEAST ON OLD TRACK ROAD FOR 1.1 MILES TO A
 DP0510'FORK AND THE AZIMUTH MARK BETWEEN THE TWO ROADS.  TURN RIGHT
 DP0510'AND GO SOUTH, UPHILL FOR 0.2 MILE TO THE TOP OF HILL
 DP0510'AND STATION.
 DP0510'
 DP0510'STATION MARK IS A STANDARD DISK, STAMPED SWENSON 1934 1958,
 DP0510'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DP0510'THAT PROJECTS 14 INCHES.
 DP0510'
 DP0510'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SWENSON NO 2 1934,
 DP0510'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DP0510'THAT PROJECTS 10 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE
 DP0510'STATION.
 DP0510'
 DP0510'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SWENSON NO 3 1934,
 DP0510'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DP0510'THAT PROJECTS 12 INCHES.  IT IS ABOUT 2 FEET LOWER THAN
 DP0510'THE STATION.
 DP0510'
 DP0510'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED SWENSON AZI 1934,
 DP0510'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DP0510'THAT PROJECTS 4 INCHES.
 DP0510'
 DP0510'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 DP0510
 DP0510                          STATION RECOVERY (1967)
 DP0510
 DP0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DP0510'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED.  THE
 DP0510'REMAINS OF THE 1935 AZIMUTH MARK WAS RECOVERED.  A NEW AZIMUTH MARK
 DP0510'WAS ESTABLISHED.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 DP0510'DID NOT AGREE WITH THE 1935 OR THE 1965 RESULTS.  REFERENCE MARK 2
 DP0510'APPEARED TO HAVE BEEN DISTURBED FROM ITS ORIGINAL POSITION.
 DP0510'REFERENCE MARK 3 APPEARS TO BE IN ITS ORIGINAL CONDITION.
 DP0510'FOLLOWING IS A COMPLETE NEW DESCRIPTION.  THE STATION MARK APPEARS
 DP0510'TO BE IN ITS ORIGINAL CONDITION.
 DP0510'
 DP0510'THE STATION IS ABOUT 12 MILES SOUTHWEST OF PADUCAH, 7 MILES NORTHEAST
 DP0510'OF THE VILLAGE OF DUMONT AND 4 MILES NORTHEAST OF THE SWENSON LAND
 DP0510'AND CATTLE COMPANY HEADQUARTERS.  ON THE TOP OF A BRUSH COVERED
 DP0510'SANDY KNOLL.
 DP0510'
 DP0510'TO REACH THE STATION FROM THE CROSSROAD IN DUMONT, GO NORTH ON FARM
 DP0510'ROAD 2569 FOR 1.8 MILES TO THE END OF THE PAVEMENT.  CONTINUE NORTH
 DP0510'ON A GRAVELED ROAD FOR 1.15 MILES TO A FORK.  TAKE THE LEFT FORK
 DP0510'AND GO NORTH AND WEST FOR 0.4 MILE TO A SIDE ROAD RIGHT AND SIGN
 DP0510'SWENSON LAND AND CATTLE CO.  TURN RIGHT AND GO NORTH ON A
 DP0510'GRADED ROAD FOR 2.3 MILES TO A FORK JUST AFTER CROSSING A CATTLE
 DP0510'GUARD.  TAKE THE LEFT FORK AND GO 0.15 MILE TO THE RANCH
 DP0510'HEADQUARTERS.  CONTINUE NORTHEAST ON A TRACK ROAD PASSING TO
 DP0510'THE LEFT OF CORRALS AND A TIN SHED FOR 0.7 MILE TO A WIRE GATE.
 DP0510'PASS THROUGH THE GATE AND CONTINUE NORTHEASTERLY FOR 0.65 MILE TO A
 DP0510'FORK AT A WINDMILL.  TAKE THE RIGHT FORK AND GO EASTERLY ON THE
 DP0510'TRACK ROAD FOR 1.05 MILES TO A WIRE GATE.  PASS THROUGH THE
 DP0510'GATE AND CONTINUE EASTERLY FOR 0.25 MILE TO A FORK AT A WINDMILL,
 DP0510'BEAR LEFT AND GO NORTHEAST ON AN OLD TRACK ROAD FOR 1.1 MILES TO A
 DP0510'DIM FORK, WHICH WAS THE LOCATION OF THE OLD AZIMUTH MARK.  (TO REACH
 DP0510'THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHERLY FOR 0.25 MILE
 DP0510'TO THE AZIMUTH MARK ON THE LEFT).  TURN LEFT AND GO EAST AND
 DP0510'SOUTHERLY, UPHILL FOR 0.2 MILE TO THE TOP OF THE HILL AND THE
 DP0510'STATION.
 DP0510'
 DP0510'THE STATION MARK IS A STANDARD DISK, STAMPED SWENSON 1934 1958, SET
 DP0510'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0510'PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS 6.2 FEET EAST OF A
 DP0510'WITNESS POST.
 DP0510'
 DP0510'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SWENSON NO 2 1934, SET
 DP0510'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0510'PROJECTS 12 INCHES ABOVE THEGROUND.  IT IS 92.5 FEET NORTH OF THE
 DP0510'WITNESS POST AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 DP0510'
 DP0510'REFERENCE MARK 3 IS A STANDRD DISK, STAMPED SWENSON NO 3 1934, SET IN
 DP0510'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0510'PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS 101.1 FEET EAST OF A
 DP0510'WITNESS POST AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 DP0510'
 DP0510'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SWENSON 1935 AZ 2 1967,
 DP0510'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0510'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 18.0 FEET
 DP0510'WEST-NORTHWEST OF A TRACK ROAD AND 3.0 FEET SOUTH OF A WITNESS
 DP0510'POST.
 DP0510'
 DP0510'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO AN
 DP0510'EXTREME DIFFERENCE IN ELEVATION.
 DP0510'
 DP0510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTHEAST
 DP0510'OF DUMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2817 ***********************************************************************
 AB2817  PACS        -  This is a Primary Airport Control Station.
 AB2817  DESIGNATION -  SWI A
 AB2817  PID         -  AB2817
 AB2817  STATE/COUNTY-  TX/GRAYSON
 AB2817  USGS QUAD   -  SHERMAN (1974)
 AB2817
 AB2817                         *CURRENT SURVEY CONTROL
 AB2817  ___________________________________________________________________
 AB2817* NAD 83(1993)-  33 37 34.54618(N)    096 35 18.53463(W)     ADJUSTED  
 AB2817* NAVD 88     -       221.88   (meters)     728.0    (feet)  GPS OBS   
 AB2817  ___________________________________________________________________
 AB2817  X           -    -610,000.548 (meters)                     COMP
 AB2817  Y           -  -5,281,379.448 (meters)                     COMP
 AB2817  Z           -   3,512,112.328 (meters)                     COMP
 AB2817  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AB2817  ELLIP HEIGHT-         195.95  (meters)          (10/24/00) GPS OBS
 AB2817  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AB2817
 AB2817  HORZ ORDER  -  B
 AB2817  ELLP ORDER  -  FOURTH    CLASS II
 AB2817
 AB2817.This mark is at Sherman Muni (SWI) Airport (SWI)
 AB2817
 AB2817.The horizontal coordinates were established by GPS observations
 AB2817.and adjusted by the National Geodetic Survey in February 1996..
 AB2817
 AB2817.The orthometric height was determined by GPS observations and a
 AB2817.high-resolution geoid model.
 AB2817
 AB2817.GPS derived orthometric heights for airport stations designated as
 AB2817.PACS or SACS are published to 2 decimal places.  This maintains
 AB2817.centimeter relative accuracy between the PACS and SACS.  It does
 AB2817.not indicate centimeter accuracy relative to other marks which are
 AB2817.part of the NAVD 88 network.
 AB2817
 AB2817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2817
 AB2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2817
 AB2817.The ellipsoidal height was determined by GPS observations
 AB2817.and is referenced to NAD 83.
 AB2817
 AB2817.The geoid height was determined by GEOID03.
 AB2817
 AB2817;                    North         East     Units Scale Factor Converg.
 AB2817;SPC TXNC     - 2,218,917.419   777,341.345   MT  0.99992279   +1 02 33.1
 AB2817;SPC TXNC     - 7,279,898.23  2,550,327.40   sFT  0.99992279   +1 02 33.1
 AB2817;UTM  14      - 3,723,325.835   723,694.770   MT  1.00021694   +1 20 09.6
 AB2817
 AB2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2817!SPC TXNC     -   0.99996924  x   0.99992279  =   0.99989203
 AB2817!UTM  14      -   0.99996924  x   1.00021694  =   1.00018617
 AB2817
 AB2817:                Primary Azimuth Mark                     Grid Az
 AB2817:SPC TXNC     -  SHERPORT                                 039 01 34.0
 AB2817:UTM  14      -  SHERPORT                                 038 43 57.5
 AB2817
 AB2817|---------------------------------------------------------------------|
 AB2817| PID    Reference Object                     Distance      Geod. Az  |
 AB2817|                                                           dddmmss.s |
 AB2817| DN1221 SHERPORT                            404.792 METERS 0400407.1 |
 AB2817| DN1457 SHERPORT AZ MK                      313.060 METERS 12929     |
 AB2817|---------------------------------------------------------------------|
 AB2817
 AB2817                          SUPERSEDED SURVEY CONTROL
 AB2817
 AB2817  ELLIP H (02/20/96)  196.01   (m)                       GP(       ) 1 1
 AB2817
 AB2817.Superseded values are not recommended for survey control.
 AB2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2817.See file dsdata.txt to determine how the superseded data were derived.
 AB2817
 AB2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2369523326(NAD 83)
 AB2817_MARKER: I = METAL ROD
 AB2817_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2817_STAMPING: SWI A 1994
 AB2817_MARK LOGO: NGS   
 AB2817_PROJECTION: FLUSH
 AB2817_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2817+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2817_ROD/PIPE-DEPTH: 3.35 meters
 AB2817_SLEEVE-DEPTH  : 0.90 meters
 AB2817
 AB2817  HISTORY     - Date     Condition        Report By
 AB2817  HISTORY     - 1994     MONUMENTED       NGS
 AB2817
 AB2817                          STATION DESCRIPTION
 AB2817
 AB2817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2817'THE STATION IS LOCATED AT THE SHERMAN MUNICIPAL AIRPORT, AT THE
 AB2817'SOUTHEAST SIDE OF SHERMAN, ON THE EAST SIDE OF THE SYMMETRICAL CIRCLE
 AB2817'AND WINDSOCK.  PARALLEL TAXI, AND ON THE NORTH SIDE OF THE MIDFIELD
 AB2817'CONNECTOR.  OWNERSHIP--CITY OF SHERMAN.  AIRPORT MANAGER IS DOYLE
 AB2817'DOBBINS, P.O.  BOX 1106, SHERMAN, TX 75090.  PHONE 214-786-2904. FOUR
 AB2817'WHEEL DRIVE NEEDED IF WET.  IF TOO WET, PACK ACROSS FIELD.  TO REACH
 AB2817'FROM THE JUNCTION OF STATE HIGHWAYS 11 (DEWEY AVEUNE) AND 56 (LAMAR)
 AB2817'IN SHERMAN, GO SOUTH ON STATE HIGHWAY 11 FOR 1.1 KM (0.70 MI) TO A
 AB2817'FIRE STATION ON THE RIGHT.  CONTINUE AHEAD FOR 0.4 KM (0.25 MI) TO THE
 AB2817'AIRPORT ENTRANCE AND A GATE ON THE RIGHT, ON THE SOUTH SIDE OF THE
 AB2817'AIRPORT OFFICE.  TURN RIGHT, WEST, PASSING THROUGH THE GATE FOR 0.1 KM
 AB2817'(0.05 MI) TO A TAXI.  CONTINUE AHEAD, WEST, ON CONNECTOR TAXI FOR 0.08
 AB2817'KM (0.05 MI) TO THE RUNWAY.  TURN LEFT, SOUTH, ALONG RUNWAY FOR 0.08
 AB2817'KM (0.05 MI) TO A TRACK ROAD RIGHT.  TURN RIGHT, WEST, ON TRACK ROAD
 AB2817'FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT AT THE WINDSOCK.
 AB2817'THE IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM
 AB2817'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 AB2817'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 13.0
 AB2817'M (42.7 FT) NORTH OF THE CENTER OF THE TRACK ROAD, 11.0 M (36.1 FT)
 AB2817'NORTHEAST OF THE SOUTHEAST END OF A CONCRETE SLAB IN THE SYMMETRICAL
 AB2817'CIRCLE, 10.6 M (34.8 FT) SOUTHEAST OF THE NORTHEAST END OF A CONCRETE
 AB2817'SLAB IN THE SYMMETRICAL, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.
 AB2817'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1453 ***********************************************************************
 AB1453  DESIGNATION -  SWIM
 AB1453  PID         -  AB1453
 AB1453  STATE/COUNTY-  TX/KENEDY
 AB1453  USGS QUAD   -  POTRERO LOPENO SE (1975)
 AB1453
 AB1453                         *CURRENT SURVEY CONTROL
 AB1453  ___________________________________________________________________
 AB1453* NAD 83(1993)-  26 50 26.16973(N)    097 21 40.71165(W)     ADJUSTED  
 AB1453* NAVD 88     -                                                        
 AB1453  ___________________________________________________________________
 AB1453  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AB1453  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AB1453
 AB1453  HORZ ORDER  -  THIRD
 AB1453
 AB1453.The horizontal coordinates were established by classical geodetic methods
 AB1453.and adjusted by the National Geodetic Survey in February 1996..
 AB1453
 AB1453
 AB1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1453
 AB1453.The geoid height was determined by GEOID03.
 AB1453
 AB1453;                    North         East     Units Scale Factor Converg.
 AB1453;SPC TX S     - 5,130,572.718   413,166.587   MT  0.99989869   +0 31 01.1
 AB1453;SPC TX S     -16,832,553.99  1,355,530.71   sFT  0.99989869   +0 31 01.1
 AB1453;UTM  14      - 2,969,832.228   662,824.905   MT  0.99992730   +0 44 24.2
 AB1453
 AB1453                          SUPERSEDED SURVEY CONTROL
 AB1453
 AB1453  NAD 83(1986)-  26 50 26.18783(N)    097 21 40.68127(W) AD(       ) 4
 AB1453  NAD 27      -  26 50 24.97900(N)    097 21 39.75000(W) AD(       ) 3
 AB1453
 AB1453.Superseded values are not recommended for survey control.
 AB1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1453.See file dsdata.txt to determine how the superseded data were derived.
 AB1453
 AB1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6282569832(NAD 83)
 AB1453_MARKER: Z = SEE DESCRIPTION
 AB1453_SETTING: 0 = UNSPECIFIED SETTING
 AB1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1453
 AB1453  HISTORY     - Date     Condition        Report By
 AB1453  HISTORY     - 1939     MONUMENTED       CGS
 AB1453  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1453
 AB1453                          STATION DESCRIPTION
 AB1453
 AB1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AB1453'THIS IS A HYDROGRAPHIC-STATION SIGNAL WHICH WAS NOT MARKED
 AB1453'OR DESCRIBED.
 AB1453
 AB1453                          STATION RECOVERY (1949)
 AB1453
 AB1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1453'STATION LOST.  NO MARK ORIGINALLY SET.  NO REMAINS OF SIGNAL
 AB1453'TOWER COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0718 ***********************************************************************
 DO0718  DESIGNATION -  SWINEY
 DO0718  PID         -  DO0718
 DO0718  STATE/COUNTY-  TX/JACK
 DO0718  USGS QUAD   -  CUNDIFF (1964)
 DO0718
 DO0718                         *CURRENT SURVEY CONTROL
 DO0718  ___________________________________________________________________
 DO0718* NAD 83(1993)-  33 19 22.19662(N)    098 06 00.85421(W)     ADJUSTED  
 DO0718* NAVD 88     -       316.1    (meters)    1037.     (feet)  VERTCON   
 DO0718  ___________________________________________________________________
 DO0718  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 DO0718  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DO0718
 DO0718  HORZ ORDER  -  FIRST
 DO0718
 DO0718.The horizontal coordinates were established by classical geodetic methods
 DO0718.and adjusted by the National Geodetic Survey in February 1996..
 DO0718
 DO0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0718
 DO0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0718
 DO0718.The geoid height was determined by GEOID03.
 DO0718
 DO0718;                    North         East     Units Scale Factor Converg.
 DO0718;SPC TXNC     - 2,183,723.745   637,218.048   MT  0.99988378   +0 13 04.9
 DO0718;SPC TXNC     - 7,164,433.65  2,090,606.21   sFT  0.99988378   +0 13 04.9
 DO0718;UTM  14      - 3,687,438.358   583,746.024   MT  0.99968647   +0 29 39.5
 DO0718
 DO0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0718!SPC TXNC     -   0.99995471  x   0.99988378  =   0.99983849
 DO0718!UTM  14      -   0.99995471  x   0.99968647  =   0.99964119
 DO0718
 DO0718:                Primary Azimuth Mark                     Grid Az
 DO0718:SPC TXNC     -  SWINEY AZ MK                             044 33 04.7
 DO0718:UTM  14      -  SWINEY AZ MK                             044 16 30.1
 DO0718
 DO0718|---------------------------------------------------------------------|
 DO0718| PID    Reference Object                     Distance      Geod. Az  |
 DO0718|                                                           dddmmss.s |
 DO0718| CX8767 SWINEY AZ MK                                       0444609.6 |
 DO0718| CX8768 SWINEY RM 1                          16.940 METERS 09116     |
 DO0718| CX8769 SWINEY RM 2                          17.227 METERS 17455     |
 DO0718|---------------------------------------------------------------------|
 DO0718
 DO0718                          SUPERSEDED SURVEY CONTROL
 DO0718
 DO0718  NAD 83(1993)-  33 19 22.19850(N)    098 06 00.85048(W) AD(       ) 1
 DO0718  NAD 83(1986)-  33 19 22.19979(N)    098 06 00.83999(W) AD(       ) 1
 DO0718  NAD 27      -  33 19 21.79948(N)    098 05 59.68929(W) AD(       ) 1
 DO0718  NGVD 29 (07/19/86)  316.2    (m)         1037.     (f) VERT ANG       
 DO0718
 DO0718.Superseded values are not recommended for survey control.
 DO0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0718.See file dsdata.txt to determine how the superseded data were derived.
 DO0718
 DO0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8374687438(NAD 83)
 DO0718_MARKER: DS = TRIANGULATION STATION DISK
 DO0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0718
 DO0718  HISTORY     - Date     Condition        Report By
 DO0718  HISTORY     - 1967     MONUMENTED       CGS
 DO0718
 DO0718                          STATION DESCRIPTION
 DO0718
 DO0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0718'STATION IS LOCATED NEAR THE NORTHWEST END OF A HIGH WOODED
 DO0718'RIDGE, IN PASTURE LAND, ON LAND WHICH IS OWNED BY A MR. J.L. SWINEY,
 DO0718'ABOUT 11 MILES SOUTH-SOUTHWEST OF NEWPORT, 8 MILES NORTHEAST OF
 DO0718'JACKSBORO AND ABOUT 6 MILES WEST OF CUNDIFF.
 DO0718'
 DO0718'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0718'STATE HIGHWAYS 199 AND 24 IN JACKSBORO.  GO NORTHEASTERLY ON
 DO0718'HIGHWAY 24 FOR 7.8 MILES TO A ROAD LEFT WHICH IS AT A SMALL STORE
 DO0718'AND GAS STATION ON LEFT, IN THE SMALL SETTLEMENT OF MARYETTA.
 DO0718'TURN LEFT AND GO NORTHERLY ON A MAIN TRAVELED GRAVELED ROAD FOR
 DO0718'2.5 MILES TO A STOCK PEN, CATTLE GUARD AND GATE ON THE LEFT.
 DO0718'TURN LEFT, PASS THROUGH THE GATE AND FOLLOW UPHILL FOR 0.3
 DO0718'MILE TO A BOARD GATE.  (AZIMUTH MARK IS 18 FEET SOUTH OF
 DO0718'GATE).  PASS THROUGH THE GATE AND CONTINUE ON A TRACK ROAD
 DO0718'WHICH WINDS AROUND FOR 0.15 MILE TO A GAS WELL.  TURN LEFT AND
 DO0718'CONTINUE ON THE TRACK ROAD FOR 0.3 MILE.  TURN LEFT AND GO
 DO0718'SOUTHERLY, ACROSS PASTURE FOR 0.1 MILE TO STATION MARK, AS
 DO0718'DESCRIBED BELOW.
 DO0718'
 DO0718'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 DO0718'MONUMENTS.
 DO0718'
 DO0718'STATION MARK DISK IS STAMPED SWINEY 1967 AND THE MARK PROJECTS
 DO0718'ABOUT 6 INCHES.  MARK IS 23.4 FEET WEST OF A FENCE CORNER AND 3.4
 DO0718'FEET EAST OF A METAL WITNESS POST.
 DO0718'
 DO0718'REFERENCE MARK NUMBER 1 DISK IS STAMPED SWINEY NO 1 1967 AND THE
 DO0718'MARK PROJECTS ABOUT 6 INCHES.  MARK IS 32.3 FEET EAST OF THE
 DO0718'FENCE CORNER AND 8 INCHES NORTH OF AN EAST-WEST FENCELINE.
 DO0718'
 DO0718'REFERENCE MARK NUMBER 2 DISK IS STAMPED SWINEY NO 2 1967 AND THE
 DO0718'MARK PROJECTS ABOUT 6 INCHES.  MARK IS 56.4 FEET SOUTH OF THE
 DO0718'FENCE CORNER AND 1.0 FEET WEST OF A NORTH-SOUTH FENCELINE.
 DO0718'
 DO0718'AZIMUTH MARK DISK IS STAMPED SWINEY 1967 AND THE MARK PROJECTS
 DO0718'ABOUT 4 INCHES.  MARK IS 18 FEET SOUTH OF THE APPROXIMATE CENTER
 DO0718'OF A BOARD GATE, 2.8 FEET SOUTH OF A METAL WITNESS POST AND 1.0
 DO0718'FEET EAST OF A NORTH-SOUTH FENCELINE.
 DO0718'
 DO0718'HEIGHT OF LIGHT ABOVE STATION MARK 14.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1389 ***********************************************************************
 BZ1389  DESIGNATION -  SWINK
 BZ1389  PID         -  BZ1389
 BZ1389  STATE/COUNTY-  TX/NAVARRO
 BZ1389  USGS QUAD   -  RICHLAND (1978)
 BZ1389
 BZ1389                         *CURRENT SURVEY CONTROL
 BZ1389  ___________________________________________________________________
 BZ1389* NAD 83(1993)-  31 54 20.37811(N)    096 23 12.18370(W)     ADJUSTED  
 BZ1389* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 BZ1389  ___________________________________________________________________
 BZ1389  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BZ1389  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ1389
 BZ1389  HORZ ORDER  -  SECOND
 BZ1389
 BZ1389.The horizontal coordinates were established by classical geodetic methods
 BZ1389.and adjusted by the National Geodetic Survey in February 1996..
 BZ1389
 BZ1389.The orthometric height was scaled from a topographic map.
 BZ1389
 BZ1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1389
 BZ1389.The geoid height was determined by GEOID03.
 BZ1389
 BZ1389;                    North         East     Units Scale Factor Converg.
 BZ1389;SPC TXNC     - 2,028,514.062   799,895.555   MT  1.00007083   +1 09 09.3
 BZ1389;SPC TXNC     - 6,655,216.55  2,624,324.00   sFT  1.00007083   +1 09 09.3
 BZ1389;SPC TX C     - 3,254,837.545 1,073,233.407   MT  1.00000607   +2 01 57.9
 BZ1389;SPC TX C     -10,678,579.51  3,521,099.94   sFT  1.00000607   +2 01 57.9
 BZ1389;UTM  14      - 3,532,958.891   747,128.985   MT  1.00035327   +1 22 54.8
 BZ1389
 BZ1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1389!SPC TXNC     -   0.99998467  x   1.00007083  =   1.00005550
 BZ1389!SPC TX C     -   0.99998467  x   1.00000607  =   0.99999074
 BZ1389!UTM  14      -   0.99998467  x   1.00035327  =   1.00033793
 BZ1389
 BZ1389|---------------------------------------------------------------------|
 BZ1389| PID    Reference Object                     Distance      Geod. Az  |
 BZ1389|                                                           dddmmss.s |
 BZ1389| CV8463 SWINK RM 1                           28.343 METERS 09237     |
 BZ1389| CV8462 SWINK AZ MK 2                                      1155947.0 |
 BZ1389| CV8461 SWINK AZ MK                                        3082534.0 |
 BZ1389| CV8464 SWINK RM 2                           27.722 METERS 33902     |
 BZ1389|---------------------------------------------------------------------|
 BZ1389
 BZ1389                          SUPERSEDED SURVEY CONTROL
 BZ1389
 BZ1389  NAD 83(1986)-  31 54 20.38651(N)    096 23 12.16538(W) AD(       ) 2
 BZ1389  NAD 27      -  31 54 19.80700(N)    096 23 11.24300(W) AD(       ) 2
 BZ1389
 BZ1389.Superseded values are not recommended for survey control.
 BZ1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1389.See file dsdata.txt to determine how the superseded data were derived.
 BZ1389
 BZ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA4712932959(NAD 83)
 BZ1389_MARKER: DS = TRIANGULATION STATION DISK
 BZ1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BZ1389
 BZ1389  HISTORY     - Date     Condition        Report By
 BZ1389  HISTORY     - 1949     MONUMENTED       CGS
 BZ1389  HISTORY     - 1969     GOOD             CGS
 BZ1389
 BZ1389                          STATION DESCRIPTION
 BZ1389
 BZ1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 BZ1389'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF STREETMAN,
 BZ1389'3 MILES SOUTHEAST OF RICHLAND AND ON A SMALL HILL, ABOUT 104
 BZ1389'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 75, AND 51 FEET
 BZ1389'SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 BZ1389'ABOUT 3 INCHES AND THE DISC IS STAMPED, SWINK 1949.
 BZ1389'
 BZ1389'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT NORTH OF THE RIGHT-OF-WAY
 BZ1389'FENCE LINE AND 53 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 BZ1389'THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED,
 BZ1389'SWINK NO 1 1949.
 BZ1389'
 BZ1389'REFERENCE MARK NO. 2 IS NEAR THE RIGHT-OF-WAY FENCE LINE
 BZ1389'AND 53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  THE
 BZ1389'MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED, SWINK
 BZ1389'NO 2 1949.
 BZ1389'
 BZ1389'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 75, NEAR
 BZ1389'THE RIGHT-OF-WAY FENCE LINE AND 46 FEET NORTH OF THE CENTER LINE
 BZ1389'OF THE HIGHWAY.  AND AT THE TOP OF THE FIRST GRADE NORTHWEST
 BZ1389'OF THE STATION.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 BZ1389'DISC IS STAMPED, SWINK 1949.
 BZ1389'
 BZ1389'STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAY 14
 BZ1389'AND U.S. HIGHWAY 75, JUST NORTH OF RICHLAND (NORTH CORNER OF THE
 BZ1389'LARGE INTERSECTION), BY GOING SOUTHEAST ON U.S. HIGHWAY 75
 BZ1389'FOR 2.4 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 BZ1389'ABOVE.  CONTINUE ON HIGHWAY 75 FOR 0.6 MILE TO THE STATION
 BZ1389'SITE ON THE RIGHT AS DESCRIBED ABOVE.
 BZ1389'
 BZ1389'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BZ1389
 BZ1389                          STATION RECOVERY (1969)
 BZ1389
 BZ1389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BZ1389'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE
 BZ1389'MARKS SEEM TO HAVE BEEN DISTURBED BY PIPE LINE CONSTRUCTION
 BZ1389'BUT SEEM SOLID AND WERE USED.  THE AZIMUTH MARK WAS DESTROYED
 BZ1389'BY CONSTRUCTION TO A REST AREA.  A NEW AZIMUTH MARK WAS SET.
 BZ1389'HIGHWAY 75 HAS BEEN CHANGED AND A NEW DESCRIPTION IS NEEDED.
 BZ1389'
 BZ1389'LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF RICHLAND, 4 MILES
 BZ1389'NORTHWEST OF STREETMAN, 0.2 MILE NORTHWEST OF A CONCRETE
 BZ1389'OVERPASS AND IN THE NORTH EDGE OF A PASTURE.  IT IS 103
 BZ1389'FEET SOUTH OF THE CENTER LINE OF A FRONTAGE ROAD, 69 FEET
 BZ1389'SOUTHEAST OF A TELEPHONE POLE, 52 FEET SOUTH OF A FENCE, 3
 BZ1389'FEET NORTHEAST OF A TWIN TRUNK 6 INCH OAK TREE.  THE DISK
 BZ1389'IS SET IN THE TOP OF A CONCRETE FILLED STOVE PIPE SURROUNDED
 BZ1389'BY CEMENT AND STAMPED SWINK 1949.
 BZ1389'
 BZ1389'REFERENCE MARK 1 IS 38 FEET WEST OF A PIPE LINE WARNING
 BZ1389'SIGN AND 2 FEET SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH
 BZ1389'AND THE DISK IS STAMPED SWINK NO 1 1949.
 BZ1389'
 BZ1389'REFERENCE MARK 2 IS 30 FEET WEST OF THE TELEPHONE POLE, 53
 BZ1389'FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 2 FEET SOUTH
 BZ1389'OF THE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND IS STAMPED
 BZ1389'SWINK NO 2 1949.
 BZ1389'
 BZ1389'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SWINK 1949 1969
 BZ1389'SET IN A DRILL HOLE IN THE CONCRETE SOUTHWEST GUARD RAIL OF
 BZ1389'AN OVERPASS OF INTERSTATE HIGHWAY 45, ABOUT 2 FEET ABOVE
 BZ1389'THE FLOOR OF THE OVERPASS, 100 FEET SOUTH OF THE CENTER LINE
 BZ1389'OF EAST BOUND LANE OF THE HIGHWAY, 27 FEET NORTH OF THE
 BZ1389'CENTER LINE OF THE FRONTAGE ROAD AND 12 FEET WEST OF THE
 BZ1389'CENTER LINE OF THE OVERPASS.
 BZ1389'
 BZ1389'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 BZ1389'45 AND FARM ROAD 1394 AT THE SOUTHEAST EDGE OF RICHLAND,
 BZ1389'GO SOUTHEASTERLY ON HIGHWAY 45 FOR 2.4 MILES TO THE STATION
 BZ1389'ON THE RIGHT (ABOUT 0.6 MILE AFTER PASSING A REST AREA).
 BZ1389'CONTINUE SOUTH ON THE HIGHWAY FOR 0.2 MILE TO AN OVERPASS
 BZ1389'AND THE AZIMUTH MARK.
 BZ1389'
 BZ1389'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BZ1389'
 BZ1389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 BZ1389'SOUTHEAST OF RICHLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2166 ***********************************************************************
 AN2166  DESIGNATION -  SWINNEY
 AN2166  PID         -  AN2166
 AN2166  STATE/COUNTY-  TX/LIVE OAK
 AN2166  USGS QUAD   -  DINERO (1979)
 AN2166
 AN2166                         *CURRENT SURVEY CONTROL
 AN2166  ___________________________________________________________________
 AN2166* NAD 83(1993)-  28 14 43.90943(N)    097 55 21.04342(W)     ADJUSTED  
 AN2166* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 AN2166  ___________________________________________________________________
 AN2166  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AN2166  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AN2166
 AN2166  HORZ ORDER  -  THIRD
 AN2166
 AN2166.The horizontal coordinates were established by classical geodetic methods
 AN2166.and adjusted by the National Geodetic Survey in February 1996..
 AN2166
 AN2166.The orthometric height was scaled from a topographic map.
 AN2166
 AN2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2166
 AN2166.The geoid height was determined by GEOID03.
 AN2166
 AN2166;                    North         East     Units Scale Factor Converg.
 AN2166;SPC TXSC     - 4,046,172.261   705,745.517   MT  1.00004241   +0 31 40.3
 AN2166;SPC TXSC     -13,274,816.83  2,315,433.42   sFT  1.00004241   +0 31 40.3
 AN2166;SPC TX S     - 5,285,869.381   356,680.709   MT  1.00013034   +0 15 43.9
 AN2166;SPC TX S     -17,342,056.46  1,170,209.96   sFT  1.00013034   +0 15 43.9
 AN2166;UTM  14      - 3,124,871.925   605,703.696   MT  0.99973790   +0 30 35.9
 AN2166
 AN2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2166!SPC TXSC     -   0.99999445  x   1.00004241  =   1.00003686
 AN2166!SPC TX S     -   0.99999445  x   1.00013034  =   1.00012479
 AN2166!UTM  14      -   0.99999445  x   0.99973790  =   0.99973235
 AN2166
 AN2166|---------------------------------------------------------------------|
 AN2166| PID    Reference Object                     Distance      Geod. Az  |
 AN2166|                                                           dddmmss.s |
 AN2166| CV6455 SWINNEY RM 1                          9.929 METERS 06115     |
 AN2166| CV6456 SWINNEY RM 2                          7.111 METERS 15330     |
 AN2166| CV6454 SWINNEY AZ MK                                      3424610.2 |
 AN2166|---------------------------------------------------------------------|
 AN2166
 AN2166                          SUPERSEDED SURVEY CONTROL
 AN2166
 AN2166  NAD 83(1986)-  28 14 43.91616(N)    097 55 21.02314(W) AD(       ) 3
 AN2166  NAD 27      -  28 14 42.90000(N)    097 55 20.01600(W) AD(       ) 3
 AN2166
 AN2166.Superseded values are not recommended for survey control.
 AN2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2166.See file dsdata.txt to determine how the superseded data were derived.
 AN2166
 AN2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS0570424872(NAD 83)
 AN2166_MARKER: DS = TRIANGULATION STATION DISK
 AN2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2166+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 AN2166
 AN2166  HISTORY     - Date     Condition        Report By
 AN2166  HISTORY     - 1953     MONUMENTED       CGS
 AN2166  HISTORY     - 20051022 GOOD             INDIV
 AN2166
 AN2166                          STATION DESCRIPTION
 AN2166
 AN2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2166'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF GEORGE
 AN2166'WEST, ABOUT 12 MILES NORTHWEST OF MATHIS, AND ON THE GROUNDS
 AN2166'OF THE SWINNEY SWIFT BAPTIST CHURCH.
 AN2166'
 AN2166'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 202 BETWEEN
 AN2166'BEEVILLE AND GEORGE WEST, GO SOUTH ON STATE HIGHWAY 9 FOR
 AN2166'8.75 MILES TO THE AZIMUTH MARK ON THE RIGHT, WEST SIDE OF
 AN2166'THE ROAD IN THE UPPER LEVEL OF A ROADSIDE PARK, CONTINUE
 AN2166'STRAIGHT AHEAD FOR 0.4 MILE TO THE SWINNEY SWIFT BAPTIST CHURCH
 AN2166'ON THE RIGHT, WEST SIDE OF THE ROAD AND THE STATION SITE.
 AN2166'
 AN2166'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2166'POSTS.
 AN2166'
 AN2166'THE STATION MARK IS STAMPED SWINNEY 1953 AND IS SET FLUSH
 AN2166'WITH THE GROUND.  THE MARK IS 26 FEET NORTH OF THE NORTH
 AN2166'CENTER OF THE CHURCH, 5 FEET NORTHWEST OF THE WEST END OF
 AN2166'A SMALL BUTANE TANK, 3 FEET SOUTH OF AN EAST-WEST FENCE,
 AN2166'AND ON THE HIGHEST POINT OF THE HILL.
 AN2166'
 AN2166'REFERENCE MARK NO. 1 IS STAMPED SWINNEY NO 1 1953 AND IS
 AN2166'SET FLUSH WITH THE GROUND.  THE MARK IS 33 FEET NORTHEAST
 AN2166'OF THE NORTHEAST CORNER OF THE CHURCH AND 1 FOOT SOUTH OF
 AN2166'AN EAST-WEST FENCE.
 AN2166'
 AN2166'REFERENCE MARK NO. 2 IS STAMPED SWINNEY NO 2 1953 AND IS SET
 AN2166'FLUSH WITH THE GROUND.  THE MARK IS 3 FEET NORTH OF THE
 AN2166'NORTH CENTER OF THE CHURCH, 11 FEET EAST OF THE NORTHEAST
 AN2166'CORNER OF THE CONCRETE STEPS LEADING INTO THE REAR OF THE
 AN2166'CHURCH.
 AN2166'
 AN2166'THE AZIMUTH MARK IS STAMPED SWINNEY 1953 AND PROJECTS 4
 AN2166'INCHES.  THE MARK IS APPROXIMATELY 0.4 MILE NORTH OF THE
 AN2166'STATION IN THE UPPER LEVEL OF A ROADSIDE PARK.  THE MARK
 AN2166'IS 3 FEET NORTH OF THE NORTHWEST CORNER OF THE PARKING AREA
 AN2166'AND 5 FEET WEST OF A WHITE WITNESS POST.
 AN2166
 AN2166                          STATION RECOVERY (2005)
 AN2166
 AN2166'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLM)
 AN2166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9250 ***********************************************************************
 AF9250  DESIGNATION -  SWINSON
 AF9250  PID         -  AF9250
 AF9250  STATE/COUNTY-  TX/STONEWALL
 AF9250  USGS QUAD   -  SAGERTON (1964)
 AF9250
 AF9250                         *CURRENT SURVEY CONTROL
 AF9250  ___________________________________________________________________
 AF9250* NAD 83(1993)-  33 00 50.01256(N)    099 59 39.81644(W)     ADJUSTED  
 AF9250* NAVD 88     -       552.5    (meters)    1813.     (feet)  VERTCON   
 AF9250  ___________________________________________________________________
 AF9250  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AF9250  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AF9250
 AF9250  HORZ ORDER  -  THIRD
 AF9250
 AF9250.The horizontal coordinates were established by classical geodetic methods
 AF9250.and adjusted by the National Geodetic Survey in July 1998..
 AF9250
 AF9250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9250
 AF9250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9250
 AF9250.The geoid height was determined by GEOID03.
 AF9250
 AF9250;                    North         East     Units Scale Factor Converg.
 AF9250;SPC TXNC     - 2,150,386.438   460,388.483   MT  0.99987284   -0 48 54.1
 AF9250;SPC TXNC     - 7,055,059.51  1,510,457.88   sFT  0.99987284   -0 48 54.1
 AF9250;UTM  14      - 3,653,266.216   407,120.557   MT  0.99970636   -0 32 30.6
 AF9250
 AF9250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9250!SPC TXNC     -   0.99991781  x   0.99987284  =   0.99979066
 AF9250!UTM  14      -   0.99991781  x   0.99970636  =   0.99962420
 AF9250
 AF9250                          SUPERSEDED SURVEY CONTROL
 AF9250
 AF9250  NGVD 29 (07/17/98)  552.3    (m)         1812.     (f) VERT ANG       
 AF9250
 AF9250.Superseded values are not recommended for survey control.
 AF9250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9250.See file dsdata.txt to determine how the superseded data were derived.
 AF9250
 AF9250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0712153266(NAD 83)
 AF9250_MARKER: DB = BENCH MARK DISK
 AF9250
 AF9250  HISTORY     - Date     Condition        Report By
 AF9250  HISTORY     - 1925     MONUMENTED       USGS
 AF9250
 AF9250                          STATION DESCRIPTION
 AF9250
 AF9250'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 AF9250'LOCATED 7 MI. BY RD. SW. OF THE TOWN OF SAGERTON, 2 MI. FROM EXTREME
 AF9250'NE. POINT OF MOUNTAIN, ON HIGHEST POINT NEAR SE. POINT OF MOUNTAIN.
 AF9250'RECOVERED BY USGS IN 1962 AND REDESCRIBED AS FOLLOWS
 AF9250'STATION LOCATED ON FLAT TOP MOUNTAIN, APPROXIMATELY 0.3 MI. N. OF SE.
 AF9250'POINT OF MOUNTAIN, ON HIGHEST POINT IN IMMEDIATE AREA, APPROXIMATELY 9
 AF9250'MI. (AIRLINE) SE. OF OLD GLORY AND APPROXIMATELY 5 MI. (AIRLINE) SSW.
 AF9250'OF SAGERTON.
 AF9250'TO REACH STATION FROM POST OFFICE IN OLD GLORY, GO E. ON FARM ROAD
 AF9250'1835 0.9 MI. TO U.S. HIGHWAY 380, CROSS HIGHWAY AND CONTINUE ON S.
 AF9250'ALONG FARM ROAD 1835 7.7 MI., THENCE LEFT OFF FARM RD. 0.55 MI. TO
 AF9250'GATE JUST SE. OF RANCH BUILDINGS (A SWENSON LAND AND CATTLE CO. CAMP).
 AF9250'GO THROUGH GATE AND TAKE LEFT FORK 0.3 MI. TO GATE, PASS THROUGH GATE,
 AF9250'GO E. 0.4 MI. TO RD. FORK NEAR FENCE CORNER, TAKE RIGHT FORK 0.3 MI.
 AF9250'TO PIPELINE.  FOLLOW RD. E. ALONG PIPELINE 3.9 MI. TO RD. FORK, THENCE
 AF9250'RIGHT (S.) 1.9 MI. TO RD. FORK NEAR GATE, THENCE LEFT 0.3 MI. TO DIM
 AF9250'SEISMOGRAPH RD. E., FOLLOW SEISMOGRAPH RD. E. 0.9 MI., THENCE E.
 AF9250'ACROSS COUNTRY 0.25 MI. TO HIGHEST POINT AND STATION.
 AF9250'STATION MARK--IRON BENCH MARK POST ENCASED IN CONCRETE AND---STAMPED
 AF9250'---TRIANG. STA. SWINSON 1925--- AND SET IN GROUND.
 AF9250'REFERENCE MARK NO. 1--CROSS ON ROCK, 100.00 FT. FROM STATION IN
 AF9250'AZIMUTH 49 DEGREES 12 MINUTES.  (NOT RECOVERED, 1962.)
 AF9250'REFERENCE MARK NO. 2--CROSS ON ROCK, 100.00 FT. FROM STATION IN
 AF9250'AZIMUTH 134 DEGREES 00 MINUTES.  (NOT RECOVERED, 1962.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0906 ***********************************************************************
 EN0906  DESIGNATION -  SWISHER
 EN0906  PID         -  EN0906
 EN0906  STATE/COUNTY-  TX/SWISHER
 EN0906  USGS QUAD   -  TULIA (1981)
 EN0906
 EN0906                         *CURRENT SURVEY CONTROL
 EN0906  ___________________________________________________________________
 EN0906* NAD 83(1993)-  34 32 10.42235(N)    101 45 47.94815(W)     ADJUSTED  
 EN0906* NAVD 88     -      1062.     (meters)    3484.     (feet)  SCALED    
 EN0906  ___________________________________________________________________
 EN0906  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 EN0906  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EN0906
 EN0906  HORZ ORDER  -  SECOND
 EN0906
 EN0906.The horizontal coordinates were established by classical geodetic methods
 EN0906.and adjusted by the National Geodetic Survey in February 1996..
 EN0906
 EN0906.The orthometric height was scaled from a topographic map.
 EN0906
 EN0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0906
 EN0906.The geoid height was determined by GEOID03.
 EN0906
 EN0906;                    North         East     Units Scale Factor Converg.
 EN0906;SPC TX N     - 1,059,521.312   175,826.605   MT  1.00002831   -0 09 09.4
 EN0906;SPC TX N     - 3,476,112.84    576,857.79   sFT  1.00002831   -0 09 09.4
 EN0906;UTM  14      - 3,825,083.233   246,392.745   MT  1.00039283   -1 34 02.8
 EN0906
 EN0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0906!SPC TX N     -   0.99983738  x   1.00002831  =   0.99986568
 EN0906!UTM  14      -   0.99983738  x   1.00039283  =   1.00023014
 EN0906
 EN0906:                Primary Azimuth Mark                     Grid Az
 EN0906:SPC TX N     -  TULIA NORTH MUNICIPAL TANK               014 16 47.8
 EN0906:UTM  14      -  TULIA NORTH MUNICIPAL TANK               015 41 41.2
 EN0906
 EN0906|---------------------------------------------------------------------|
 EN0906| PID    Reference Object                     Distance      Geod. Az  |
 EN0906|                                                           dddmmss.s |
 EN0906| EN0904 TULIA NORTH MUNICIPAL TANK          APPROX. 0.8 KM 0140738.4 |
 EN0906| EN0905 TULIA MAG STATION 1964               11.282 METERS 14708     |
 EN0906| EN0907 TULIA RAD STA KTUE MST              APPROX. 2.0 KM 2375046.5 |
 EN0906| CJ8582 SWISHER RM 1                         34.851 METERS 25619     |
 EN0906| CJ8581 SWISHER AZ MK                                      2594645.4 |
 EN0906| EN0903 TULIA MUNICIPAL TANK                328.218 METERS 33402     |
 EN0906|---------------------------------------------------------------------|
 EN0906
 EN0906                          SUPERSEDED SURVEY CONTROL
 EN0906
 EN0906  NAD 83(1986)-  34 32 10.42883(N)    101 45 47.94218(W) AD(       ) 2
 EN0906  NAD 27      -  34 32 10.21342(N)    101 45 46.28305(W) AD(       ) 2
 EN0906
 EN0906.Superseded values are not recommended for survey control.
 EN0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0906.See file dsdata.txt to determine how the superseded data were derived.
 EN0906
 EN0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4639325083(NAD 83)
 EN0906_MARKER: DS = TRIANGULATION STATION DISK
 EN0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0906_STAMPING: SWISHER 1964
 EN0906_PROJECTION: FLUSH
 EN0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0906
 EN0906  HISTORY     - Date     Condition        Report By
 EN0906  HISTORY     - 1964     MONUMENTED       CGS
 EN0906  HISTORY     - 19990520 GOOD             TXDOT
 EN0906
 EN0906                          STATION DESCRIPTION
 EN0906
 EN0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0906'THE STATION IS IN THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 EN0906'TULIA.
 EN0906'
 EN0906'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON S.W. 2ND
 EN0906'STREET FOR 0.15 MILE TO THE MARK ON THE LEFT.
 EN0906'
 EN0906'THE STATION MARK IS A STANDARD DISK, STAMPED SWISHER 1964, SET IN THE
 EN0906'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 EN0906'108.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 71
 EN0906'FEET WEST OF THE CENTERLINE OF S. AUSTIN AVENUE, 67 FEET NORTH OF
 EN0906'THE CENTERLINE OF THE WEST BOUND LANE OF S.W. 2ND STREET AND 47.3
 EN0906'FEET NORTHWEST OF A FIRE HYDRANT.
 EN0906'
 EN0906'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SWISHER NO 1 1964,
 EN0906'CEMENTED IN A DRILL HOLE IN THE SOUTH END OF THE WEST CURB OF THE
 EN0906'COURTHOUSE PARKING LOT.  IT IS 64.3 FEET SOUTH OF THE SOUTHEAST
 EN0906'CORNER OF THE COURTHOUSE AND ABOUT THE SAME ELEVATION AS THE
 EN0906'STATION.
 EN0906'
 EN0906'MAGNETIC STATION IS A STANDARD DISK, NOT STAMPED, SET IN THE TOP OF A
 EN0906'CONCRETE POST 10 INCHES IN DIAMETER AND PROJECTING 3 INCHES.  IT IS
 EN0906'51 FEET WEST OF THE CENTERLINE OF S. AUSTIN AVENUE, 40.4 FEET NORTH
 EN0906'OF THE CENTERLINE OF THE WEST BOUND LANE OF S.W. 2ND STREET, 10.8
 EN0906'FEET NORTHWEST OF THE FIRE HYDRANT AND ABOUT THE SAME ELEVATION AS
 EN0906'THE STATION.
 EN0906'
 EN0906'AZIMUTH MARK IS A STANDARD DISK, STAMPED SWISHER 1964, SET IN THE TOP
 EN0906'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 38
 EN0906'FEET SOUTH OF THE CENTERLINE OF S.W. 2ND STREET, 33 FEET EAST OF THE
 EN0906'CENTERLINE S. ARMSTRONG AVENUE, 8.8 FEET NORTHWEST OF THE
 EN0906'NORTHWEST CORNER OF THE ROCKWELL BROTHERS LUMBER COMPANY BUILDING
 EN0906'AND 3 FEET SOUTHEAST OF A POWERLINE POLE.
 EN0906'
 EN0906'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EN0906
 EN0906                          STATION RECOVERY (1999)
 EN0906
 EN0906'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 EN0906'STATION AND RM 1 RECOVERED, MAGNETIC STATION SEARCHED FOR, NOT
 EN0906'RECOVERED, AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1052 ***********************************************************************
 CS1052  DESIGNATION -  SWISS
 CS1052  PID         -  CS1052
 CS1052  STATE/COUNTY-  TX/DALLAS
 CS1052  USGS QUAD   -  DALLAS (1981)
 CS1052
 CS1052                         *CURRENT SURVEY CONTROL
 CS1052  ___________________________________________________________________
 CS1052* NAD 83(1993)-  32 48 44.98903(N)    096 45 26.50928(W)     ADJUSTED  
 CS1052* NAVD 88     -       170.198  (meters)     558.39   (feet)  ADJUSTED  
 CS1052  ___________________________________________________________________
 CS1052  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 CS1052  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CS1052  DYNAMIC HT  -         170.006 (meters)     557.76  (feet)  COMP
 CS1052  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 CS1052
 CS1052  HORZ ORDER  -  FIRST
 CS1052  VERT ORDER  -  FIRST     CLASS II
 CS1052
 CS1052.The horizontal coordinates were established by classical geodetic methods
 CS1052.and adjusted by the National Geodetic Survey in February 1996..
 CS1052
 CS1052.The orthometric height was determined by differential leveling
 CS1052.and adjusted by the National Geodetic Survey in June 1991..
 CS1052
 CS1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1052
 CS1052.The geoid height was determined by GEOID03.
 CS1052
 CS1052.The dynamic height is computed by dividing the NAVD 88
 CS1052.geopotential number by the normal gravity value computed on the
 CS1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1052.degrees latitude (g = 980.6199 gals.).
 CS1052
 CS1052.The modeled gravity was interpolated from observed gravity values.
 CS1052
 CS1052;                    North         East     Units Scale Factor Converg.
 CS1052;SPC TXNC     - 2,128,414.241   763,171.703   MT  0.99988128   +0 57 01.5
 CS1052;SPC TXNC     - 6,982,972.39  2,503,839.16   sFT  0.99988128   +0 57 01.5
 CS1052;UTM  14      - 3,632,728.031   709,962.043   MT  1.00014361   +1 12 56.6
 CS1052
 CS1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1052!SPC TXNC     -   0.99997741  x   0.99988128  =   0.99985870
 CS1052!UTM  14      -   0.99997741  x   1.00014361  =   1.00012102
 CS1052
 CS1052|---------------------------------------------------------------------|
 CS1052| PID    Reference Object                     Distance      Geod. Az  |
 CS1052|                                                           dddmmss.s |
 CS1052| CS1053 SWISS RM 1                           50.765 METERS 05448     |
 CS1052| CS1055 SWISS AZ MK                                        2232648.9 |
 CS1052| CS1054 SWISS RM 2                           40.831 METERS 31602     |
 CS1052|---------------------------------------------------------------------|
 CS1052
 CS1052                          SUPERSEDED SURVEY CONTROL
 CS1052
 CS1052  NAD 83(1993)-  32 48 44.98777(N)    096 45 26.50106(W) AD(       ) 1
 CS1052  NAD 83(1986)-  32 48 44.99592(N)    096 45 26.49185(W) AD(       ) 1
 CS1052  NAD 27      -  32 48 44.53800(N)    096 45 25.49700(W) AD(       ) 1
 CS1052  NGVD 29 (??/??/92)  170.206  (m)          558.42   (f) ADJ UNCH    1 2
 CS1052
 CS1052.Superseded values are not recommended for survey control.
 CS1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1052.See file dsdata.txt to determine how the superseded data were derived.
 CS1052
 CS1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0996232728(NAD 83)
 CS1052_MARKER: DS = TRIANGULATION STATION DISK
 CS1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1052_STAMPING: SWISS 1947
 CS1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1052+STABILITY: SURFACE MOTION
 CS1052
 CS1052  HISTORY     - Date     Condition        Report By
 CS1052  HISTORY     - 1947     MONUMENTED       CGS
 CS1052  HISTORY     - 1947     GOOD             CGS
 CS1052  HISTORY     - 1958     GOOD             CGS
 CS1052  HISTORY     - 1959     GOOD             CGS
 CS1052  HISTORY     - 1968     GOOD             NGS
 CS1052  HISTORY     - 1984     GOOD             USPSQD
 CS1052  HISTORY     - 1984     GOOD             USPSQD
 CS1052  HISTORY     - 1984     GOOD             USPSQD
 CS1052  HISTORY     - 1985     GOOD             USPSQD
 CS1052  HISTORY     - 1986     GOOD             USPSQD
 CS1052  HISTORY     - 1987     GOOD             USPSQD
 CS1052
 CS1052                          STATION DESCRIPTION
 CS1052
 CS1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1052'LOCATED ABOUT 4 MILES NORTHEAST FROM THE CENTER OF DALLAS AT
 CS1052'THE INTERSECTION OF LA VISTA DRIVE AND SWISS AVE AND IN THE
 CS1052'WIDE PARKWAY OF SWISS AVE.  IT IS 82 FEET SOUTH OF THE NORTHEAST
 CS1052'END OF THE PARKWAY, 20.7 FEET WEST OF THE EAST CURB OF THE
 CS1052'PARKWAY AND 19.5 FEET EAST OF THE WEST CURB.  THE MARK IS
 CS1052'FLUSH WITH THE GROUND AND THE DISC IS STAMPED SWISS 1947.
 CS1052'
 CS1052'REFERENCE MARK NO. 1 166.55 FEET NORTHEAST OF STATION, ON THE
 CS1052'NORTH SIDE OF LA VISTA DRIVE, 34 FEET EAST OF A TREE, 10.8
 CS1052'FEET EAST OF THE CENTER OF A DOUBLE DRIVEWAY.  THE MARK IS
 CS1052'SET IN THE CURB OF THE DRIVEWAY AND IS FLUSH WITH THE SURFACE.
 CS1052'THE DISC IS STAMPED SWISS NO 1 1947.
 CS1052'
 CS1052'REFERENCE MARK NO. 2 IS 133.96 FEET NORTHWEST OF STATION, 6.3
 CS1052'FEET SOUTHEAST OF A TREE 3.8 FEET SOUTH OF A CONCRETE SIGN
 CS1052'POST AND SIGNS, LA VISTA DRIVE (5200 BLOCK) AND EMPIRE DRIVE.
 CS1052'THE MARK IS SET IN THE CONCRETE CURB ON THE NORTH SIDE OF LA
 CS1052'VISTA DRIVE AND IS FLUSH WITH THE SURFACE.  THE DISC IS STAMPED
 CS1052'SWISS NO 2 1947.
 CS1052'
 CS1052'AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF STATION, IN THE EAST
 CS1052'CURB OF SWISS AVE. AND IN THE 5800 BLOCK.  IT IS 15.4 FEET
 CS1052'SOUTH OF THE CENTERLINE OF A CONCRETE DRIVEWAY.  THE DISC
 CS1052'IS FLUSH WITH THE SURFACE OF THE STREET CURB AND THE DISC
 CS1052'IS STAMPED SWISS 1947.
 CS1052'
 CS1052'STATION WAS REACHED FROM THE JUNCTION OF LA VISTA AVE. AND
 CS1052'KEASTON AVE.  (STATE ROUTE 67) WHICH IS 0.1 MILE SOUTHWEST OF
 CS1052'THE MAIN INTERSECTION OF LAKEWOOD BUSINESS DISTRICT, BY
 CS1052'GOING WESTERLY ON LA VISTA AVE. 0.15 MILE TO ITS JUNCTION WITH
 CS1052'SWISS AVE. AND THE STATION SITE IN THE PARKWAY OF SWISS AVE.
 CS1052'
 CS1052'AZIMUTH MARK IS REACHED BY GOING SOUTHERLY ON SWISS AVE. FOR
 CS1052'0.3 MILE AND THE MARK ON THE LEFT OR EAST SIDE OF THE AVENUE.
 CS1052'
 CS1052'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS1052
 CS1052                          STATION RECOVERY (1947)
 CS1052
 CS1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS1052'IN DALLAS.
 CS1052'ABOUT 3.6 MILES NORTHEAST OF THE DALLAS COUNTY COURTHOUSE AT DALLAS,
 CS1052'NEAR THE INTERSECTION OF SWISS AVENUE AND LAVISTA DRIVE, 84.0 FEET
 CS1052'WEST OF THE EAST END OF THE PARKWAY ALONG SWISS AVENUE AND IN THE
 CS1052'CENTER LINE OF THE PARKWAY, 78.0 FEET SOUTH OF THE CENTER LINE OF
 CS1052'LAVISTA DRIVE.  A BRONZE TRIANGULATION DISK SET IN THE TOP OF A
 CS1052'CONCRETE POST AND FLUSH WITH THE GROUND.
 CS1052
 CS1052                          STATION RECOVERY (1958)
 CS1052
 CS1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS1052'THIS STATION, THE AZIMUTH MARK AND REFERENCE MARK NO. 2
 CS1052'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK
 CS1052'NO. 1 HAS BEEN DESTROYED.
 CS1052
 CS1052                          STATION RECOVERY (1959)
 CS1052
 CS1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS1052'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CS1052'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 COULD NOT BE
 CS1052'LOCATED.  DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE
 CS1052'CORRECT.
 CS1052
 CS1052                          STATION RECOVERY (1968)
 CS1052
 CS1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CS1052'RECOVERED IN GOOD CONDITION.
 CS1052
 CS1052                          STATION RECOVERY (1984)
 CS1052
 CS1052'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWT)
 CS1052'SWISS 1947 MARK WAS RECOVERED IN GOOD CONDITION.  LA VISTA DRIVE
 CS1052'HAS BEEN WIDENED.  STATION IS NOW 50 FEET WEST OF NEW SWISS PARKWAY
 CS1052'CURB.  MARK LOCATED BY METAL DETECTOR.
 CS1052'
 CS1052'SWISS 1947 THIS AZIMUTH MARK WAS RECOVERED AS DESCRIBED IN GOOD
 CS1052'CONDITION.
 CS1052'
 CS1052'SWISS NO. 2 1947 LA VISTA DRIVE HAS BEEN WIDENED AND CURBS RE-WORKED,
 CS1052'MARK IS LOST.
 CS1052
 CS1052                          STATION RECOVERY (1984)
 CS1052
 CS1052'RECOVERY NOTE BY US POWER SQUADRON 1984 (CES)
 CS1052'SWISS 1947 FOUND GOOD - STATION IS NOW 50 FEET WEST OF NEW SWISS
 CS1052'PARKWAY CURB.  LA VISTA DRIVE HAS BEEN WIDENED.  MARKER IS IN SHRUB
 CS1052'AREA WHICH IS COVERED BY WOOD CHIPS.
 CS1052'
 CS1052'SWISS 1947 AZIMUTH MARK FOUND GOOD.
 CS1052'
 CS1052'SWISS RM 2 NOT FOUND - LA VISTA WIDENED, AND CURBS REDONE.
 CS1052
 CS1052                          STATION RECOVERY (1984)
 CS1052
 CS1052'RECOVERY NOTE BY US POWER SQUADRON 1984 (CES)
 CS1052'RECOVERED IN GOOD CONDITION.
 CS1052
 CS1052                          STATION RECOVERY (1985)
 CS1052
 CS1052'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS1052'RECOVERED IN GOOD CONDITION.
 CS1052
 CS1052                          STATION RECOVERY (1986)
 CS1052
 CS1052'RECOVERY NOTE BY US POWER SQUADRON 1986 (RWT)
 CS1052'RECOVERED IN GOOD CONDITION.
 CS1052
 CS1052                          STATION RECOVERY (1987)
 CS1052
 CS1052'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1055 ***********************************************************************
 CS1055  DESIGNATION -  SWISS AZ MK
 CS1055  PID         -  CS1055
 CS1055  STATE/COUNTY-  TX/DALLAS
 CS1055  USGS QUAD   -  DALLAS (1981)
 CS1055
 CS1055                         *CURRENT SURVEY CONTROL
 CS1055  ___________________________________________________________________
 CS1055* NAD 83(1986)-  32 48 35.     (N)    096 45 36.     (W)     SCALED    
 CS1055* NAVD 88     -       159.600  (meters)     523.62   (feet)  ADJUSTED  
 CS1055  ___________________________________________________________________
 CS1055  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CS1055  DYNAMIC HT  -         159.419 (meters)     523.03  (feet)  COMP
 CS1055  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 CS1055
 CS1055  VERT ORDER  -  FIRST     CLASS II
 CS1055
 CS1055.The horizontal coordinates were scaled from a topographic map and have
 CS1055.an estimated accuracy of +/- 6 seconds.
 CS1055
 CS1055.The orthometric height was determined by differential leveling
 CS1055.and adjusted by the National Geodetic Survey in June 1991..
 CS1055
 CS1055.The geoid height was determined by GEOID03.
 CS1055
 CS1055.The dynamic height is computed by dividing the NAVD 88
 CS1055.geopotential number by the normal gravity value computed on the
 CS1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1055.degrees latitude (g = 980.6199 gals.).
 CS1055
 CS1055.The modeled gravity was interpolated from observed gravity values.
 CS1055
 CS1055;                    North         East    Units  Estimated Accuracy
 CS1055;SPC TXNC     - 2,128,100.      762,930.      MT  (+/- 180 meters Scaled)
 CS1055
 CS1055                          SUPERSEDED SURVEY CONTROL
 CS1055
 CS1055  NGVD 29 (??/??/92)  159.607  (m)          523.64   (f) ADJ UNCH    1 2
 CS1055
 CS1055.Superseded values are not recommended for survey control.
 CS1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1055.See file dsdata.txt to determine how the superseded data were derived.
 CS1055
 CS1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB097324(NAD 83)
 CS1055_MARKER: DZ = AZIMUTH MARK DISK
 CS1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1055_SP_SET: CURBING
 CS1055_STAMPING: SWISS 1947
 CS1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1055
 CS1055  HISTORY     - Date     Condition        Report By
 CS1055  HISTORY     - 1947     MONUMENTED       CGS
 CS1055  HISTORY     - 1958     GOOD             NGS
 CS1055  HISTORY     - 1984     GOOD             USPSQD
 CS1055  HISTORY     - 1984     GOOD             USPSQD
 CS1055  HISTORY     - 1985     GOOD             USPSQD
 CS1055  HISTORY     - 1986     GOOD             USPSQD
 CS1055  HISTORY     - 1987     GOOD             USPSQD
 CS1055
 CS1055                          STATION DESCRIPTION
 CS1055
 CS1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1055'IN DALLAS.
 CS1055'ABOUT 3.3 MILES NORTHEAST OF THE DALLAS COUNTY COURTHOUSE AT DALLAS,
 CS1055'NEAR THE INTERSECTION OF SWISS AVENUE AND SKILLMAN STREET, 210.0 FEET
 CS1055'SOUTHWEST OF THE CENTER LINE OF SKILLMAN STREET, 16.0 FEET SOUTHEAST
 CS1055'OF THE CENTER LINE OF SWISS AVENUE, 16.0 FEET SOUTHWEST OF THE CENTER
 CS1055'LINE OF THE PRIVATE DRIVE TO HOUSE NUMBER 5736.  A BRONZE AZIMUTH DISK
 CS1055'SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURBING.
 CS1055
 CS1055                          STATION RECOVERY (1958)
 CS1055
 CS1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1055'RECOVERED IN GOOD CONDITION.
 CS1055
 CS1055                          STATION RECOVERY (1984)
 CS1055
 CS1055'RECOVERY NOTE BY US POWER SQUADRON 1984 (CES)
 CS1055'RECOVERED IN GOOD CONDITION.
 CS1055
 CS1055                          STATION RECOVERY (1984)
 CS1055
 CS1055'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWT)
 CS1055'RECOVERED IN GOOD CONDITION.
 CS1055
 CS1055                          STATION RECOVERY (1985)
 CS1055
 CS1055'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS1055'RECOVERED IN GOOD CONDITION.
 CS1055
 CS1055                          STATION RECOVERY (1986)
 CS1055
 CS1055'RECOVERY NOTE BY US POWER SQUADRON 1986 (RWT)
 CS1055'RECOVERED IN GOOD CONDITION.
 CS1055
 CS1055                          STATION RECOVERY (1987)
 CS1055
 CS1055'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6952 ***********************************************************************
 AJ6952  DESIGNATION -  SWT1
 AJ6952  PID         -  AJ6952
 AJ6952  STATE/COUNTY-  TX/HAYS
 AJ6952  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AJ6952
 AJ6952                         *CURRENT SURVEY CONTROL
 AJ6952  ___________________________________________________________________
 AJ6952* NAD 83(1993)-  29 53 17.25042(N)    097 56 56.84501(W)     ADJUSTED  
 AJ6952* NAVD 88     -       234.1    (meters)     768.     (feet)  GPS OBS   
 AJ6952  ___________________________________________________________________
 AJ6952  X           -    -765,404.242 (meters)                     COMP
 AJ6952  Y           -  -5,481,446.519 (meters)                     COMP
 AJ6952  Z           -   3,159,731.373 (meters)                     COMP
 AJ6952  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 AJ6952  ELLIP HEIGHT-         208.10  (meters)          (01/07/02) GPS OBS
 AJ6952  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AJ6952
 AJ6952  HORZ ORDER  -  B
 AJ6952  ELLP ORDER  -  FOURTH    CLASS I
 AJ6952
 AJ6952.The horizontal coordinates were established by GPS observations
 AJ6952.and adjusted by the LOWER COLORADO RIVER AUTHORITY in January 2002..
 AJ6952
 AJ6952.The orthometric height was determined by GPS observations and a
 AJ6952.high-resolution geoid model.
 AJ6952
 AJ6952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6952
 AJ6952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6952
 AJ6952.The ellipsoidal height was determined by GPS observations
 AJ6952.and is referenced to NAD 83.
 AJ6952
 AJ6952.The geoid height was determined by GEOID03.
 AJ6952
 AJ6952;                    North         East     Units Scale Factor Converg.
 AJ6952;SPC TXSC     - 4,228,184.535   701,498.160   MT  0.99990971   +0 30 53.4
 AJ6952;SPC TXSC     -13,871,968.76  2,301,498.55   sFT  0.99990971   +0 30 53.4
 AJ6952;UTM  14      - 3,306,852.549   601,470.972   MT  0.99972703   +0 31 25.3
 AJ6952
 AJ6952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6952!SPC TXSC     -   0.99996732  x   0.99990971  =   0.99987703
 AJ6952!UTM  14      -   0.99996732  x   0.99972703  =   0.99969436
 AJ6952
 AJ6952                          SUPERSEDED SURVEY CONTROL
 AJ6952
 AJ6952.No superseded survey control is available for this station.
 AJ6952
 AJ6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0147106853(NAD 83)
 AJ6952_MARKER: DD = SURVEY DISK
 AJ6952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6952_STAMPING: SWT1 SURVEY MARKER
 AJ6952_MARK LOGO: SWTXSU
 AJ6952_PROJECTION: FLUSH
 AJ6952_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6952+STABILITY: POSITION/ELEVATION WELL
 AJ6952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6952+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2002
 AJ6952
 AJ6952  HISTORY     - Date     Condition        Report By
 AJ6952  HISTORY     - 19991111 MONUMENTED       SWTXSU
 AJ6952  HISTORY     - 20020928 GOOD             USPSQD
 AJ6952
 AJ6952                          STATION DESCRIPTION
 AJ6952
 AJ6952'DESCRIBED BY SOUTHWEST TEXAS STATE UNIVERSITY 1999 (TLN)
 AJ6952'DESCRIBED BY LON R. SHELL PROFESSOR - SOUTHWEST TEXAS STATE
 AJ6952'UNIVERSITY STATION (GPS MONUMENT) IS LOCATED ON THE WEST CAMPUS
 AJ6952'OF SOUTHWEST TEXAS STATE UNIVERSITY.  MONUMENT IS A 2 AND 1/2 INCH
 AJ6952'BRASS MONUMENT IDENTIFIED AS SWT1 SURVEY MARKER, GPS PRIMARY
 AJ6952'CONTROL.  SOUTHWEST TEXAS STATE UNIVERSITY, 1899 CENTENNIAL
 AJ6952'MONUMENT 1999.  MONUMENT IS 10 FEET DEEP CONCRETE FOOTING FLUSH
 AJ6952'WITH THE SURROUNDING GROUND AND CONTAINS NO IRON OR REBAR.
 AJ6952' 
 AJ6952'STARTING AT NW CORNER OF HAYS COUNTY COURTHOUSE ON SQUARE OF
 AJ6952'SAN MARCOS GO WEST ON HOPKINS STREET FOR 0.3 MILES TO
 AJ6952'INTERSECTION OF MOORE STREET. TURN RIGHT ON MOORE STREET.
 AJ6952'CONTINUE ON MOORE FOR 0.73 MILES TO WHERE IT DEAD ENDS AT
 AJ6952'ACADEMY STREET. TURN RIGHT ON ACADEMY, GO SOUTHEAST, FOR 0.13
 AJ6952'MILES.  MONUMENT IS LOCATED APPROXIMATELY 90 FT SOUTHEAST OF A
 AJ6952'LARGE LIVE OAK TREE AT THE SOUTHEAST CORNER OF THE FAMILY AND
 AJ6952'CONSUMER SCIENCE BUILDING. THE MONUMENT IS APPROXIMATELY 20
 AJ6952'FEET NORTHEAST OF SIDEWALK AND ACROSS THE STREET FROM THE
 AJ6952'LAVACA HALL (CHILD DEVELOPMENT CENTER) IN THE 900 BLOCK. MONUMENT
 AJ6952'IS LOCATED SLIGHTLY OFF OF A LINE MIDWAY BETWEEN TWO BRASS
 AJ6952'REFERENCE MONUMENTS.
 AJ6952' 
 AJ6952'REFERENCE MARKER 1 IS 6.081 METERS NORTHWEST OF GPS MONUMENT.
 AJ6952'REFERENCE MARKER 2 IS 6.128 METERS SOUTHEAST OF GPS MONUMENT.
 AJ6952' 
 AJ6952' 
 AJ6952' 
 AJ6952'
 AJ6952
 AJ6952                          STATION RECOVERY (2002)
 AJ6952
 AJ6952'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 AJ6952'RM1 AND RM2 ALSO RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9111 ***********************************************************************
 AD9111  SACS        -  This is a Secondary Airport Control Station.
 AD9111  DESIGNATION -  SWW A
 AD9111  PID         -  AD9111
 AD9111  STATE/COUNTY-  TX/NOLAN
 AD9111  USGS QUAD   -  SWEETWATER (1987)
 AD9111
 AD9111                         *CURRENT SURVEY CONTROL
 AD9111  ___________________________________________________________________
 AD9111* NAD 83(1993)-  32 28 18.44748(N)    100 27 28.23050(W)     ADJUSTED  
 AD9111* NAVD 88     -       711.49   (meters)    2334.3    (feet)  GPS OBS   
 AD9111  ___________________________________________________________________
 AD9111  X           -    -977,755.990 (meters)                     COMP
 AD9111  Y           -  -5,297,248.844 (meters)                     COMP
 AD9111  Z           -   3,405,051.837 (meters)                     COMP
 AD9111  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AD9111  ELLIP HEIGHT-         684.36  (meters)          (02/14/01) GPS OBS
 AD9111  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AD9111
 AD9111  HORZ ORDER  -  FIRST
 AD9111  ELLP ORDER  -  FIFTH     CLASS I
 AD9111
 AD9111.This mark is at Avenger Fld (SWW) Airport (SWW)
 AD9111
 AD9111.The horizontal coordinates were established by GPS observations
 AD9111.and adjusted by the National Geodetic Survey in July 1997..
 AD9111
 AD9111.The orthometric height was determined by GPS observations and a
 AD9111.high-resolution geoid model.
 AD9111
 AD9111.GPS derived orthometric heights for airport stations designated as
 AD9111.PACS or SACS are published to 2 decimal places.  This maintains
 AD9111.centimeter relative accuracy between the PACS and SACS.  It does
 AD9111.not indicate centimeter accuracy relative to other marks which are
 AD9111.part of the NAVD 88 network.
 AD9111
 AD9111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9111
 AD9111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9111
 AD9111.The ellipsoidal height was determined by GPS observations
 AD9111.and is referenced to NAD 83.
 AD9111
 AD9111.The geoid height was determined by GEOID03.
 AD9111
 AD9111;                    North         East     Units Scale Factor Converg.
 AD9111;SPC TXNC     - 2,090,995.850   415,975.696   MT  0.99992347   -1 04 04.1
 AD9111;SPC TXNC     - 6,860,208.88  1,364,746.93   sFT  0.99992347   -1 04 04.1
 AD9111;UTM  14      - 3,593,667.969   363,002.508   MT  0.99983144   -0 46 58.1
 AD9111
 AD9111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9111!SPC TXNC     -   0.99989256  x   0.99992347  =   0.99981604
 AD9111!UTM  14      -   0.99989256  x   0.99983144  =   0.99972402
 AD9111
 AD9111                          SUPERSEDED SURVEY CONTROL
 AD9111
 AD9111  ELLIP H (07/08/97)  684.37   (m)                       GP(       ) 5 1
 AD9111
 AD9111.Superseded values are not recommended for survey control.
 AD9111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9111.See file dsdata.txt to determine how the superseded data were derived.
 AD9111
 AD9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6300393668(NAD 83)
 AD9111_MARKER: DD = SURVEY DISK
 AD9111_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9111_STAMPING: SWWA 1995
 AD9111_MARK LOGO: NGS   
 AD9111_PROJECTION: RECESSED 1 CENTIMETERS
 AD9111_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9111+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AD9111_ROD/PIPE-DEPTH: 1    meters
 AD9111
 AD9111  HISTORY     - Date     Condition        Report By
 AD9111  HISTORY     - 1988     MONUMENTED       NGS
 AD9111
 AD9111                          STATION DESCRIPTION
 AD9111
 AD9111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 AD9111'THE STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) WEST OF SWEETWATER, 0.6
 AD9111'KM (0.35 MI) NORTH OF THE INTERSTATE HIGHWAY 20, ON THE SWEETWATER
 AD9111'MUNICIPAL AIRPORT, ALONG THE SOUTH EDGE AND NEAR THE EAST END OF
 AD9111'RUNWAY 09-27.  OWNERSHIP--CITY OF SWEETWATER, BOX 450, SWEETWATER TX
 AD9111'79556.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF INTERSTATE
 AD9111'HIGHWAY 20 AND LOOP 170 (EXIT 240) GO NORTHEAST ON LOOP 170 FOR 0.7
 AD9111'KM, (0.45 MI) TO AIRPORT ROAD (COLLEGE DRIVE) .  TURN LEFT AND GO
 AD9111'NORTHERLY FOR 0.7 KM (0.45 MI) ON THE DRIVE TO THE AIRPORT ENTRANCE ON
 AD9111'THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM (0.05 MI) ALONG THE
 AD9111'DRIVE AND A PARKING AREA TO THE APRON.  TURN LEFT AND GO NORTH FOR 0.3
 AD9111'KM (0.20 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO
 AD9111'EAST FOR 0.9 KM (0.55 MI) ALONG THE TAXIWAY TO A TAXIWAY RIGHT AT THE
 AD9111'EAST END OF RUNWAY 09-27.  TURN RIGHT AND GO SOUTH ALONG THE TAXIWAY
 AD9111'AND ACROSS THE RUNWAY FOR 0.15 KM (0.10 MI) TO THE STATION ON THE
 AD9111'RIGHT.  THE STATION IS 72.3 M (237.2 FT) SOUTH-SOUTHWEST OF THE CENTER
 AD9111'OF RUNWAY END 27, 72.0 M (236.2 FT) SOUTH OF THE CENTER OF THE RUNWAY,
 AD9111'29.3 M (96.1 FT) EAST-NORTHEAST OF THE CENTER OF A 1-METER ROUND
 AD9111'CONCRETE UTILITY BOX, AND 19.9 M (65.3 FT) NORTH OF THE CENTER OF A
 AD9111'GRAVELED ROAD.  THE DISK IS ATATCHED TO A FENOL ROD AND IS ENCASED IN
 AD9111'A 6-INCH PVC PIPE WITH A NGS LOGO CAP.  THIS IS A SECONDARY AIRPORT
 AD9111'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1351 ***********************************************************************
 DN1351  DESIGNATION -  SYCAMORE
 DN1351  PID         -  DN1351
 DN1351  STATE/COUNTY-  TX/WISE
 DN1351  USGS QUAD   -  PECAN CREEK (1978)
 DN1351
 DN1351                         *CURRENT SURVEY CONTROL
 DN1351  ___________________________________________________________________
 DN1351* NAD 83(1993)-  33 17 52.86579(N)    097 30 43.26907(W)     ADJUSTED  
 DN1351* NAVD 88     -       297.51   (+/-2cm)     976.1    (feet)  VERTCON   
 DN1351  ___________________________________________________________________
 DN1351  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 DN1351  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DN1351
 DN1351  HORZ ORDER  -  THIRD
 DN1351  VERT ORDER  -  THIRD ? (See Below)
 DN1351
 DN1351.The horizontal coordinates were established by classical geodetic methods
 DN1351.and adjusted by the National Geodetic Survey in February 1996..
 DN1351
 DN1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1351.The vertical order pertains to the NGVD 29 superseded value.
 DN1351
 DN1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1351
 DN1351.The geoid height was determined by GEOID03.
 DN1351
 DN1351;                    North         East     Units Scale Factor Converg.
 DN1351;SPC TXNC     - 2,181,333.760   692,006.101   MT  0.99988183   +0 32 19.8
 DN1351;SPC TXNC     - 7,156,592.51  2,270,356.68   sFT  0.99988183   +0 32 19.8
 DN1351;UTM  14      - 3,685,313.804   638,538.017   MT  0.99983663   +0 49 01.3
 DN1351
 DN1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1351!SPC TXNC     -   0.99995754  x   0.99988183  =   0.99983938
 DN1351!UTM  14      -   0.99995754  x   0.99983663  =   0.99979418
 DN1351
 DN1351|---------------------------------------------------------------------|
 DN1351| PID    Reference Object                     Distance      Geod. Az  |
 DN1351|                                                           dddmmss.s |
 DN1351| CY2403 SYCAMORE RM 2                         7.419 METERS 03929     |
 DN1351| CY2401 SYCAMORE AZ MK                                     2230615.0 |
 DN1351| DN1359 DECATUR MUNICIPAL TANK              APPROX. 9.9 KM 2251535.5 |
 DN1351| CY2402 SYCAMORE RM 1                         7.208 METERS 23227     |
 DN1351|---------------------------------------------------------------------|
 DN1351
 DN1351                          SUPERSEDED SURVEY CONTROL
 DN1351
 DN1351  NAD 83(1993)-  33 17 52.86725(N)    097 30 43.26246(W) AD(       ) 3
 DN1351  NAD 83(1986)-  33 17 52.87064(N)    097 30 43.25451(W) AD(       ) 3
 DN1351  NAD 27      -  33 17 52.45510(N)    097 30 42.17070(W) AD(       ) 3
 DN1351  NGVD 29 (07/19/86)  297.44   (m)          975.9    (f) LEVELING    3  
 DN1351
 DN1351.Superseded values are not recommended for survey control.
 DN1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1351.See file dsdata.txt to determine how the superseded data were derived.
 DN1351
 DN1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3853885314(NAD 83)
 DN1351_MARKER: DS = TRIANGULATION STATION DISK
 DN1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1351
 DN1351  HISTORY     - Date     Condition        Report By
 DN1351  HISTORY     - 1956     MONUMENTED       CGS
 DN1351  HISTORY     - 1960     GOOD             CGS
 DN1351
 DN1351                          STATION DESCRIPTION
 DN1351
 DN1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1351'THE STATION IS ABOUT 6 MILES NORTHEAST OF DECATUR ON THE
 DN1351'RIGHT-OF-WAY OF FARM ROAD 51, 115 FEET EAST OF A WINDMILL, 56
 DN1351'FEET NORTHWEST OF THE CENTER OF FARM ROAD 51 AND 4 FEET
 DN1351'SOUTHEAST OF A FENCE LINE.  IT IS SET FLUSH WITH THE SURFACE
 DN1351'OF THE GROUND AND IS STAMPED SYCAMORE 1956.
 DN1351'
 DN1351'REFERENCE MARK NO. 1 IS 58 FEET NORTHWEST OF THE CENTER OF
 DN1351'FARM ROAD 51 AND 1 FOOT SOUTHEAST OF A FENCE LINE.  IT IS
 DN1351'SET FLUSH AND IS STAMPED SYCAMORE NO 1 1956.
 DN1351'
 DN1351'REFERENCE MARK NO. 2 IS 58 FEET NORTHWEST OF THE CENTER
 DN1351'OF FARM ROAD 51 AND 1 FOOT SOUTHEAST OF A FENCE LINE.  IT IS
 DN1351'SET FLUSH AND IS STAMPED SYCAMORE NO 2 1956.
 DN1351'
 DN1351'THE AZIMUTH MARK IS 150 FEET NORTHEAST OF THE CENTER OF A
 DN1351'DRIVEWAY, 58 FEET SOUTHEAST OF THE CENTER OF FARM ROAD 51,
 DN1351'7 FEET SOUTHWEST OF THE CENTER OF A GATE AND 2 FEET NORTHEAST
 DN1351'OF A WITNESS POST.  IT IS SET FLUSH AND IS STAMPED SYCAMORE 1956.
 DN1351'
 DN1351'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE IN
 DN1351'DECATUR GO EAST ON U.S. HIGHWAYS 81 AND 287 FOR 0.2 MILE
 DN1351'TO THE JUNCTION WITH STATE ROAD 24 AND FARM ROAD 51, TURN
 DN1351'LEFT AND FOLLOW STATE ROAD 24 AND FARM ROAD 51 NORTHEAST
 DN1351'FOR 0.4 MILE TO A FORK.  TAKE LEFT FORK FOLLOWING FARM ROAD
 DN1351'51 NORTHEAST FOR 5.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DN1351'CONTINUE NORTHEAST ON FARM ROAD 51 FOR 0.5 MILE TO THE STATION
 DN1351'AND REFERENCE MARKS ON THE LEFT.
 DN1351
 DN1351                          STATION RECOVERY (1960)
 DN1351
 DN1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1351'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1351'
 DN1351'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1563 ***********************************************************************
 AW1563  DESIGNATION -  SYLVAN RM 1
 AW1563  PID         -  AW1563
 AW1563  STATE/COUNTY-  TX/HARRIS
 AW1563  USGS QUAD   -  LA PORTE (1982)
 AW1563
 AW1563                         *CURRENT SURVEY CONTROL
 AW1563  ___________________________________________________________________
 AW1563* NAD 83(1986)-  29 38 39.     (N)    095 00 51.     (W)     SCALED    
 AW1563* NAVD 88     -         3.528  (meters)      11.57   (feet)  ADJUSTED  
 AW1563  ___________________________________________________________________
 AW1563  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1563  DYNAMIC HT  -           3.523 (meters)      11.56  (feet)  COMP
 AW1563  MODELED GRAV-     979,278.0   (mgal)                       NAVD 88
 AW1563
 AW1563  VERT ORDER  -  FIRST     CLASS II
 AW1563
 AW1563.The horizontal coordinates were scaled from a topographic map and have
 AW1563.an estimated accuracy of +/- 6 seconds.
 AW1563
 AW1563.The orthometric height was determined by differential leveling
 AW1563.and adjusted by the National Geodetic Survey in June 1991..
 AW1563
 AW1563.The geoid height was determined by GEOID03.
 AW1563
 AW1563.The dynamic height is computed by dividing the NAVD 88
 AW1563.geopotential number by the normal gravity value computed on the
 AW1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1563.degrees latitude (g = 980.6199 gals.).
 AW1563
 AW1563.The modeled gravity was interpolated from observed gravity values.
 AW1563
 AW1563;                    North         East    Units  Estimated Accuracy
 AW1563;SPC TXSC     - 4,207,260.      985,820.      MT  (+/- 180 meters Scaled)
 AW1563
 AW1563                          SUPERSEDED SURVEY CONTROL
 AW1563
 AW1563  NGVD 29 (12/23/87)    3.525  (m)           11.56   (f) ADJUSTED    1 2
 AW1563
 AW1563.Superseded values are not recommended for survey control.
 AW1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1563.See file dsdata.txt to determine how the superseded data were derived.
 AW1563
 AW1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN050810(NAD 83)
 AW1563_MARKER: DR = REFERENCE MARK DISK
 AW1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1563_SP_SET: CONCRETE POST
 AW1563_STAMPING: SYLVAN NO 1 1932
 AW1563_MARK LOGO: CGS   
 AW1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1563+STABILITY: SURFACE MOTION
 AW1563
 AW1563  HISTORY     - Date     Condition        Report By
 AW1563  HISTORY     - 1932     MONUMENTED       CGS
 AW1563  HISTORY     - 1973     GOOD             NGS
 AW1563  HISTORY     - 1974     GOOD
 AW1563  HISTORY     - 1978     GOOD             NGS
 AW1563  HISTORY     - 1987     GOOD             USPSQD
 AW1563  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1563  HISTORY     - 1987     GOOD             USPSQD
 AW1563  HISTORY     - 1987     GOOD             USPSQD
 AW1563  HISTORY     - 1987     GOOD             USPSQD
 AW1563  HISTORY     - 1987     GOOD             NGS
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1988     GOOD             USPSQD
 AW1563  HISTORY     - 1989     GOOD             USPSQD
 AW1563  HISTORY     - 1989     GOOD             USPSQD
 AW1563  HISTORY     - 1989     GOOD             USPSQD
 AW1563  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1563  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1563  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1563  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW1563
 AW1563                          STATION DESCRIPTION
 AW1563
 AW1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1563'1.7 MI SSE FROM LA PORTE.
 AW1563'ABOUT 1.25 MILES SOUTH ALONG STATE HWY. 146 BUSINESS FROM THE
 AW1563'INTERSECTION OF E. MAIN ST. - BROADWAY AND SAN JACINTO AVE. AT LA
 AW1563'PORTE, THENCE 0.35 MILE EAST ALONG GARFIELD ST., THENCE 0.1 MILE OR
 AW1563'158 YARDS SOUTH ALONG THE WEST SHORE OF OYSTER BAY, 38 FEET SOUTH OF
 AW1563'THE CENTER LINE OF HAZEL ST. WHICH ENDS AT THIS POINT, ABOUT 29 FEET
 AW1563'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 1.2 FEET EAST OF A
 AW1563'CONCRETE CURB FORMING A CIRCLE AROUND 2 LARGE PALM TREES, 5 1/2 FEET
 AW1563'EAST OF A WATER METER, SET IN THE TOP OF A CONCRETE POST IN THE WEST
 AW1563'SIDE OF THE EAST PORTION OF A GRAVEL CIRCULAR-SHAPED DRIVE, 2 INCHES
 AW1563'BELOW THE LEVEL OF THE GROUND, AND SET IN THE TOP OF A CONCRETE POST
 AW1563'PROJECTING 2 INCHES BELOW THE LEVEL OF THE GROUND.
 AW1563
 AW1563                          STATION RECOVERY (1974)
 AW1563
 AW1563'RECOVERED 1974
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1978)
 AW1563
 AW1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1987)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1987 (MB)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1987)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1563'MARK NOT FOUND.
 AW1563
 AW1563                          STATION RECOVERY (1987)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1987 (LB)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1987)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1987)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1987)
 AW1563
 AW1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (AHB)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1988)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1989)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1989)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1989)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1563'RECOVERED IN GOOD CONDITION.
 AW1563
 AW1563                          STATION RECOVERY (1993)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1563'MARK NOT FOUND.
 AW1563
 AW1563                          STATION RECOVERY (2000)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1563'MARK NOT FOUND.
 AW1563
 AW1563                          STATION RECOVERY (2001)
 AW1563
 AW1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1563'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1563
 AW1563                          STATION RECOVERY (2005)
 AW1563
 AW1563'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1562 ***********************************************************************
 AW1562  DESIGNATION -  SYLVAN RM 2
 AW1562  PID         -  AW1562
 AW1562  STATE/COUNTY-  TX/HARRIS
 AW1562  USGS QUAD   -  LA PORTE (1982)
 AW1562
 AW1562                         *CURRENT SURVEY CONTROL
 AW1562  ___________________________________________________________________
 AW1562* NAD 83(1993)-  29 38 39.71187(N)    095 00 51.08388(W)     ADJUSTED  
 AW1562* NAVD 88     -         3.608  (meters)      11.84   (feet)  ADJUSTED  
 AW1562  ___________________________________________________________________
 AW1562  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AW1562  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1562  DYNAMIC HT  -           3.603 (meters)      11.82  (feet)  COMP
 AW1562  MODELED GRAV-     979,278.0   (mgal)                       NAVD 88
 AW1562
 AW1562  HORZ ORDER  -  SECOND
 AW1562  VERT ORDER  -  FIRST     CLASS II
 AW1562
 AW1562.The horizontal coordinates were established by classical geodetic methods
 AW1562.and adjusted by the National Geodetic Survey in February 1996..
 AW1562
 AW1562.The orthometric height was determined by differential leveling
 AW1562.and adjusted by the National Geodetic Survey in June 1991..
 AW1562
 AW1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1562
 AW1562.The geoid height was determined by GEOID03.
 AW1562
 AW1562.The dynamic height is computed by dividing the NAVD 88
 AW1562.geopotential number by the normal gravity value computed on the
 AW1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1562.degrees latitude (g = 980.6199 gals.).
 AW1562
 AW1562.The modeled gravity was interpolated from observed gravity values.
 AW1562
 AW1562;                    North         East     Units Scale Factor Converg.
 AW1562;SPC TXSC     - 4,207,286.092   985,817.940   MT  0.99987777   +1 57 09.7
 AW1562;SPC TXSC     -13,803,404.45  3,234,304.36   sFT  0.99987777   +1 57 09.7
 AW1562;UTM  15      - 3,281,074.636   305,026.458   MT  1.00006907   -0 59 47.6
 AW1562
 AW1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1562!SPC TXSC     -   1.00000369  x   0.99987777  =   0.99988146
 AW1562!UTM  15      -   1.00000369  x   1.00006907  =   1.00007276
 AW1562
 AW1562:                Primary Azimuth Mark                     Grid Az
 AW1562:SPC TXSC     -  HOUSTON SHIP CHAN LT 89                  046 01 22.9
 AW1562:UTM  15      -  HOUSTON SHIP CHAN LT 89                  048 58 20.2
 AW1562
 AW1562|---------------------------------------------------------------------|
 AW1562| PID    Reference Object                     Distance      Geod. Az  |
 AW1562|                                                           dddmmss.s |
 AW1562| AW6205 HOUSTON SHIP CHAN LT 89             APPROX. 4.6 KM 0475832.6 |
 AW1562| AW6204 HOUSTON SHIP CHAN LT 90             APPROX. 4.8 KM 0485132.5 |
 AW1562| AW6202 HOUSTON SHIP CHAN LT 85             APPROX. 4.3 KM 0781848.5 |
 AW1562| AW3000 ATKINSON                            APPROX. 4.9 KM 0915259.5 |
 AW1562| AW6198 HOUSTON SHIP CHAN LT 80             APPROX. 5.4 KM 1065153.5 |
 AW1562| AW6141 GALVESTON BAY UPPER RNG B R LT      APPROX. 4.6 KM 1104152.3 |
 AW1562| AW6089 GALVESTON BAY UPPER RG B F LT       APPROX. 5.8 KM 1190445.4 |
 AW1562|---------------------------------------------------------------------|
 AW1562
 AW1562                          SUPERSEDED SURVEY CONTROL
 AW1562
 AW1562  NAD 83(1986)-  29 38 39.72830(N)    095 00 51.06465(W) AD(       ) 2
 AW1562  NAD 27      -  29 38 38.91380(N)    095 00 50.32793(W) AD(       ) 2
 AW1562  NGVD 29 (12/23/87)    3.605  (m)           11.83   (f) ADJUSTED    1 2
 AW1562
 AW1562.Superseded values are not recommended for survey control.
 AW1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1562.See file dsdata.txt to determine how the superseded data were derived.
 AW1562
 AW1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0502681075(NAD 83)
 AW1562_MARKER: DR = REFERENCE MARK DISK
 AW1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1562_SP_SET: CONCRETE POST
 AW1562_STAMPING: SYLVAN NO 2 1932
 AW1562_MARK LOGO: CGS   
 AW1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1562+STABILITY: SURFACE MOTION
 AW1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1562+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW1562
 AW1562  HISTORY     - Date     Condition        Report By
 AW1562  HISTORY     - 1933     MONUMENTED       CGS
 AW1562  HISTORY     - 1973     GOOD             NGS
 AW1562  HISTORY     - 1974     GOOD             LOCSUR
 AW1562  HISTORY     - 1978     GOOD             NGS
 AW1562  HISTORY     - 1987     GOOD             USPSQD
 AW1562  HISTORY     - 1987     GOOD             USPSQD
 AW1562  HISTORY     - 1987     GOOD             USPSQD
 AW1562  HISTORY     - 1987     GOOD             USPSQD
 AW1562  HISTORY     - 1987     GOOD             USPSQD
 AW1562  HISTORY     - 1987     GOOD             USPSQD
 AW1562  HISTORY     - 1987     GOOD             USPSQD
 AW1562  HISTORY     - 1987     GOOD             USPSQD
 AW1562  HISTORY     - 1987     GOOD             NGS
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1988     GOOD             USPSQD
 AW1562  HISTORY     - 1989     GOOD             USPSQD
 AW1562  HISTORY     - 1989     GOOD             USPSQD
 AW1562  HISTORY     - 1989     GOOD             USPSQD
 AW1562  HISTORY     - 1989     GOOD             USPSQD
 AW1562  HISTORY     - 1989     GOOD             USPSQD
 AW1562  HISTORY     - 1989     GOOD             USPSQD
 AW1562  HISTORY     - 1990     GOOD             USPSQD
 AW1562  HISTORY     - 19931122 GOOD             USPSQD
 AW1562  HISTORY     - 20000311 GOOD             USPSQD
 AW1562  HISTORY     - 20010331 GOOD             NGS
 AW1562  HISTORY     - 20050117 GOOD             USPSQD
 AW1562
 AW1562                          STATION DESCRIPTION
 AW1562
 AW1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AW1562'STATION IS ABOUT 1 MILE S OF LA PORTE, AT THE EXTREME S END
 AW1562'OF SYLVAN BEACH.  IT IS LOCATED 1 METER S OF S PROPERTY
 AW1562'LINE OF SAUTER PROPERTY, 28 METERS W OF HIGH-WATER LINE OF
 AW1562'BAY, 10 METERS N OF CENTER LINE OF DIRT ROAD LEADING TO
 AW1562'SHORE, AND 14.95 METERS SE OF SE CORNER OF THE SAUTER COTTAGE.
 AW1562'
 AW1562'REFERENCE MARK 2 IS 46.5 FT. W OF THE TRIANGULATION STATION,
 AW1562'69 FT. W OF THE EDGE OF THE BEACH, 28 FT. N OF THE CENTERLINE
 AW1562'OF THE ROAD, 15 FT. S OF THE SE CORNER OF A HOUSE, A REFERENCE-MARK
 AW1562'DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AW1562'GROUND, AND STAMPED SYLVAN NO 2 1932.
 AW1562
 AW1562                          STATION RECOVERY (1973)
 AW1562
 AW1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1562'1.7 MI SSE FROM LA PORTE.
 AW1562'ABOUT 1.25 MILES SOUTH ALONG STATE HWY. 146 BUSINESS FROM THE
 AW1562'INTERSECTION OF E. MAIN - BROADWAY AND SAN JACINTO AVE. AT LA PORTE,
 AW1562'THENCE 0.35 MILE EAST ALONG GARFIELD ST., 0.1 MILE OR THENCE 130 YARDS
 AW1562'SOUTH ALONG THE WEST SHORE OF OYSTER BAY, ABOUT 100 FEET WEST OF THE
 AW1562'WATER LINE ON THE WEST SHORE OF THE BAY, ABOUT 31 FEET NORTH OF THE
 AW1562'CENTER LINE OF HAZEL ST. WHICH ENDS AT THIS POINT, 16.2 FEET SOUTHEAST
 AW1562'OF THE SOUTHEAST CORNER OF THE CHIMNEY OF BRICK HOUSE 233, 3.4 FEET
 AW1562'NORTH OF A ARCHED CURB LOCATED IN THE CENTER OF A SIDEWALK WHICH HAS
 AW1562'BEEN BUILT AROUND THIS MARK, AND IS A DISK SET IN THE TOP OF A
 AW1562'CONCRETE POST FLUSH WITH THE WALK.
 AW1562
 AW1562                          STATION RECOVERY (1974)
 AW1562
 AW1562'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1978)
 AW1562
 AW1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1987)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1987)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1987)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1987)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1987)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1987)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1987)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1987)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1987)
 AW1562
 AW1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (AHB)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1988)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1989)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1989)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1989)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1989)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1989)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1989)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1990)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (1993)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (2000)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1562'RECOVERED IN GOOD CONDITION.
 AW1562
 AW1562                          STATION RECOVERY (2001)
 AW1562
 AW1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1562'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1562
 AW1562                          STATION RECOVERY (2005)
 AW1562
 AW1562'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0930 ***********************************************************************
 FM0930  DESIGNATION -  SYNDICATE
 FM0930  PID         -  FM0930
 FM0930  STATE/COUNTY-  TX/HARTLEY
 FM0930  USGS QUAD   -  SYNDICATE HILLS (1971)
 FM0930
 FM0930                         *CURRENT SURVEY CONTROL
 FM0930  ___________________________________________________________________
 FM0930* NAD 83(1993)-  35 58 40.79542(N)    102 48 41.62662(W)     ADJUSTED  
 FM0930* NAVD 88     -      1292.4    (meters)    4240.     (feet)  VERTCON   
 FM0930  ___________________________________________________________________
 FM0930  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 FM0930  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 FM0930
 FM0930  HORZ ORDER  -  FIRST
 FM0930
 FM0930.The horizontal coordinates were established by classical geodetic methods
 FM0930.and adjusted by the National Geodetic Survey in February 1996..
 FM0930
 FM0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0930
 FM0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0930
 FM0930.The geoid height was determined by GEOID03.
 FM0930
 FM0930;                    North         East     Units Scale Factor Converg.
 FM0930;SPC TX N     - 1,220,221.910    81,720.181   MT  0.99995855   -0 45 36.4
 FM0930;SPC TX N     - 4,003,344.72    268,110.29   sFT  0.99995855   -0 45 36.4
 FM0930;UTM  13      - 3,983,722.508   697,308.390   MT  1.00007972   +1 17 09.8
 FM0930
 FM0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0930!SPC TX N     -   0.99980098  x   0.99995855  =   0.99975953
 FM0930!UTM  13      -   0.99980098  x   1.00007972  =   0.99988068
 FM0930
 FM0930:                Primary Azimuth Mark                     Grid Az
 FM0930:SPC TX N     -  SYNDICATE AZ MK                          016 23 53.9
 FM0930:UTM  13      -  SYNDICATE AZ MK                          014 21 07.7
 FM0930
 FM0930|---------------------------------------------------------------------|
 FM0930| PID    Reference Object                     Distance      Geod. Az  |
 FM0930|                                                           dddmmss.s |
 FM0930| CJ8585 SYNDICATE AZ MK                                    0153817.5 |
 FM0930| GL1394 DALHART MUNICIPAL TANK              APPROX.27.9 KM 0724615.1 |
 FM0930| CJ8586 SYNDICATE RM 1                       24.422 METERS 09921     |
 FM0930| CJ8587 SYNDICATE RM 2                       17.471 METERS 25957     |
 FM0930|---------------------------------------------------------------------|
 FM0930
 FM0930                          SUPERSEDED SURVEY CONTROL
 FM0930
 FM0930  NAD 83(1993)-  35 58 40.79506(N)    102 48 41.62689(W) AD(       ) 1
 FM0930  NAD 83(1993)-  35 58 40.80118(N)    102 48 41.61775(W) AD(       ) 1
 FM0930  NAD 83(1986)-  35 58 40.80400(N)    102 48 41.61894(W) AD(       ) 1
 FM0930  NAD 27      -  35 58 40.66800(N)    102 48 39.88300(W) AD(       ) 1
 FM0930  NGVD 29 (07/19/86) 1291.8    (m)         4238.     (f) VERT ANG       
 FM0930
 FM0930.Superseded values are not recommended for survey control.
 FM0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0930.See file dsdata.txt to determine how the superseded data were derived.
 FM0930
 FM0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV9730883723(NAD 83)
 FM0930_MARKER: DS = TRIANGULATION STATION DISK
 FM0930_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FM0930_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FM0930
 FM0930  HISTORY     - Date     Condition        Report By
 FM0930  HISTORY     - 1934     MONUMENTED       CGS
 FM0930  HISTORY     - 1960     GOOD             CGS
 FM0930
 FM0930                          STATION DESCRIPTION
 FM0930
 FM0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0930'THIS STATION IS ABOUT 16 MILES W OF DALHART, TEXAS ON THE
 FM0930'CENTRAL AND HIGHEST OF A GROUP OF BRUSH-COVERED SAND HILLS,
 FM0930'THE HIGHEST POINT FOR SEVERAL MILES IN ANY DIRECTION.  ABOUT
 FM0930'1 MILE AND 229 DEGREES MAGNETIC FROM A LONE WINDMILL.  2-1/4
 FM0930'MILES AND 171 DEGREES MAGNETIC FROM A LONE SHACK.  ABOUT
 FM0930'3 MILES AND 215 DEGREES MAGNETIC FROM A DESERTED 2-STORY
 FM0930'WHITE HOUSE AND A GROUP OF RED RANCH BUILDINGS.  0.8 MILE SW
 FM0930'OF A LONE SE FENCE CORNER, IN (APPROX.) SEC. 5, BLOCK 12,
 FM0930'CAPITAL SYNDICATE.  THE MARK PROJECTS 4 INCHES.
 FM0930'
 FM0930'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FM0930'CONCRETE IN THE CENTERS OF THE TOPS OF THE TILES.
 FM0930'
 FM0930'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 FM0930'SET IN CONCRETE.
 FM0930'
 FM0930'REFERENCE MARK NO. 1 IS ON THE FIRST KNOLL ESE OF THE
 FM0930'STATION AND PROJECTS 6 INCHES.
 FM0930'
 FM0930'REFERENCE MARK NO. 2 IS W OF THE STATION, ON THE W SLOPE OF
 FM0930'THE SAME KNOLL THAT THE STATION IS ON AND PROJECTS 6 INCHES.
 FM0930'
 FM0930'AZIMUTH MARK IS NNE OF THE STATION, 8-1/2 FEET W OF A N-S
 FM0930'FENCE, 0.15 MILE N OF A LONE SE FENCE CORNER AND PROJECTS 10
 FM0930'INCHES.
 FM0930'
 FM0930'THE STATION IS REACHED FROM THE POST OFFICE IN DALHART BY
 FM0930'GOING SW ON U.S. HIGHWAY 54 FOR 4.4 MILES TO THE WAGNER SIDING
 FM0930'ON THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.  CONTINUE
 FM0930'SW ON U.S. HIGHWAY 54 FOR 1.9 MILES.  TURN RIGHT ON A GRADED CROSS
 FM0930'ROAD AT A STUCCO SCHOOLHOUSE, WITH A GREEN ROOF, ON THE S SIDE
 FM0930'OF THE HIGHWAY AND GO 0.3 MILE.  THEN LEFT, OR W, ON A GRADED
 FM0930'ROAD AND GO 4.00 MILES.  PASS A YELLOW STUCCO SCHOOLHOUSE ON
 FM0930'THE N SIDE OF THE ROAD AND CONTINUE W FOR 1.0 MILE (THE GRADED
 FM0930'ROAD ENDS).  CONTINUE W THROUGH A CATTLE GUARD ON A TRACK
 FM0930'ROAD FOR 2.2 MILES.  PASS OVER A CATTLE GUARD AND CONTINUE W
 FM0930'ON THE S SIDE OF THE FENCE FOR 1.2 MILES.  AT A NE AND SW
 FM0930'ANGLING FENCE CORNER WITH A GATE BETWEEN AND A GATE IN EACH
 FM0930'CORNER, GO STRAIGHT AHEAD THROUGH THE MIDDLE GATE AND
 FM0930'CONTINUE W ALONG THE N SIDE OF THE FENCE ON A TRACK ROAD FOR
 FM0930'0.8 MILE.  AT A LONE NW FENCE CORNER CONTINUE STRAIGHT FOR
 FM0930'1.1 MILES PASS A LONE NE FENCE CORNER AND CONTINUE W ALONG
 FM0930'THE N SIDE OF THE FENCE FOR 0.5 MILE.  AT A T-FENCE
 FM0930'INTERSECTION, WITH THE STEM TO THE N, PASS OVER A CATTLE GUARD
 FM0930'AND CONTINUE W 0.5 MILE.  AT A T-FENCE INTERSECTION, WITH THE
 FM0930'STEM TO THE S, WHICH IS 100 YARDS W OF AN UNPAINTED, LOW,
 FM0930'FRAME SHACK, LEAVE THE TRACK ROAD, TURN S OF LEFT
 FM0930'THROUGH A GATE IN AN E-W FENCE AND DRIVE S ACROSS
 FM0930'COUNTRY, ON THE W SIDE OF THE FENCE, FOR 1.5 MILES.  AT A
 FM0930'LONE SE FENCE CORNER TURN AND GO W ALONG THE N SIDE OF
 FM0930'THE FENCE FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 FM0930'AND GO S ON A DIM TRACK ROAD FOR 0.3 MILE.  THE STATION IS ON
 FM0930'THE HIGHEST SAND KNOLL VISIBLE TO THE S FROM THE GATE.  AT A
 FM0930'LARGE SAND PIT LEAVE THE ROAD AND DRIVE SSW ACROSS COUNTRY TO THE
 FM0930'BASE OF THE FIRST LOW KNOLL NE OF THE STATION AND THE END OF
 FM0930'THE TRUCK TRAVEL.  KEEP AS NEAR TO THE TOP OF THE RIDGES
 FM0930'AS POSSIBLE, AS THE DRAWS ARE IMPASSABLE.  THE STATION IS
 FM0930'ABOUT 100 YARDS SW OF THE END OF THE TRUCK TRAVEL.
 FM0930'
 FM0930'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
 FM0930
 FM0930                          STATION RECOVERY (1960)
 FM0930
 FM0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0930'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH
 FM0930'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE TO
 FM0930'CHANGES IN THE AREA OF THE ROADS, PROPERTY OWNER AND FENCES.
 FM0930'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--
 FM0930'
 FM0930'THE STATION IS ABOUT 16 MILES WEST OF DALHART, 3 MILES SOUTH OF
 FM0930'AN ABANDONED HOUSE AND CORRAL PENS, AND 1/2 MILE SOUTHEAST OF A
 FM0930'LONE WINDMILL, ON THE CENTRAL AND HIGHEST OF A GROUP OF
 FM0930'BRUSHED-COVERED SAND HILLS, ON LAND OWNED BY MR. H.L.
 FM0930'MC CLESKEY.
 FM0930'
 FM0930'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DALHART, GO
 FM0930'SOUTH ON U.S. HIGHWAY 54 WHICH IS DENVER AVENUE FOR 0.35 MILE
 FM0930'TO THE INTERSECTION OF DENVER AVENUE AND E. SEVENTH STREET.
 FM0930'TURN RIGHT, GO SOUTH AND WEST ON U.S. HIGHWAY 54 FOR 5.65
 FM0930'MILES TO THE JUNCTION OF FARM ROAD 694.  TURN RIGHT, GO WEST
 FM0930'ON THE SURFACED ROAD 4. MILES TO WHERE THE SURFACED ROAD TURNS
 FM0930'RIGHT.  KEEP STRAIGHT AHEAD, WEST, ON THE DIRT ROAD 3.2
 FM0930'MILES TO A CATTLE GUARD AND AN ARCHWAY SIGN WHARTON RANCH.
 FM0930'CROSS CATTLE GUARD, CONTINUE WEST 1.8 MILES TO A ROAD FORK.
 FM0930'TAKE RIGHT FORK, GO WESTERLY ON THE TRACK ROAD 0.25 MILE TO
 FM0930'A CATTLE GUARD.  CROSS CATTLE GUARD, GO 0.05 MILE TO A ROAD
 FM0930'FORK.  TAKE LEFT FORK, WEST, ON THE TRACK ROAD, GO 1.1
 FM0930'MILES TO A FENCE CORNER AND A DIM TRACK ROAD ON THE RIGHT.
 FM0930'CONTINUE WEST ON THE TRACK ROAD 1.75 MILES TO AN ABANDONED
 FM0930'HOUSE AND CORRALS.  TURN LEFT, THROUGH GATE AND CORRALS TO
 FM0930'ANOTHER GATE ON THE SOUTH SIDE OF CORRALS.  PASS
 FM0930'THROUGH GATE, GO SOUTHEASTERLY ON THE TRACK ROAD 1.15
 FM0930'MILES TO A ROAD FORK.  TAKE RIGHT FORK, GO 0.65 MILE TO A
 FM0930'GATE.* (TURN LEFT ALONG THE LEFT SIDE OF FENCE AND GO
 FM0930'EAST AND SOUTH 0.25 MILE TO THE AZIMUTH MARK.) *PASS
 FM0930'THROUGH GATE, GO SOUTHWESTERLY ON THE TRACK ROAD 0.45 MILE TO
 FM0930'A WINDMILL AND FEED BANKS.  (A 4-WHEEL DRIVE TRUCK IS NEEDED
 FM0930'TO REACH THE STATION FROM WINDMILL).  GO SOUTHEASTERLY,
 FM0930'KEEPING ON TOP OF THE SAND RIDGES, ABOUT 1/2 MILE TO
 FM0930'HIGHEST KNOLL AND THE STATION.
 FM0930'
 FM0930'STATION MARK, A STANDARD DISK STAMPED SYNDICATE 1934, IS
 FM0930'CEMENTED IN THE TOP OF A 6-INCH TILE WHICH IS SET ON THE
 FM0930'HIGHEST PART OF THE KNOLL.  IT IS 6.6 FEET EAST OF A METAL
 FM0930'WITNESS POST.  THE TILE PROJECTS 2 INCHES.  NO INSPECTION
 FM0930'WAS MADE OF THE UNDERGROUND STATION MARK.
 FM0930'
 FM0930'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SYNDICATE NO
 FM0930'1 1934, IS CEMENTED IN THE TOP OF A 6-INCH TILE WHICH IS SET
 FM0930'ON THE FIRST KNOLL EAST OF THE STATION.  THE TILE PROJECTS
 FM0930'18 INCHES.
 FM0930'
 FM0930'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SYNDICATE NO
 FM0930'2 1934, IS CEMENTED IN THE TOP OF A 6-INCH TILE WHICH IS SET
 FM0930'ON THE WEST SLOPE OF THE KNOLL THE STATION IS ON.  THE TILE
 FM0930'PROJECTS 18 INCHES.
 FM0930'
 FM0930'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED SYNDICATE
 FM0930'AZIMUTH 1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FM0930'12 INCHES.  IT IS 8.5 FEET WEST OF THE FENCE.
 FM0930'
 FM0930'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2314 ***********************************************************************
 CS2314  DESIGNATION -  T 10
 CS2314  PID         -  CS2314
 CS2314  STATE/COUNTY-  TX/PARKER
 CS2314  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2314
 CS2314                         *CURRENT SURVEY CONTROL
 CS2314  ___________________________________________________________________
 CS2314* NAD 83(1986)-  32 45 49.     (N)    097 47 55.     (W)     SCALED    
 CS2314* NAVD 88     -       308.210  (meters)    1011.19   (feet)  ADJUSTED  
 CS2314  ___________________________________________________________________
 CS2314  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CS2314  DYNAMIC HT  -         307.833 (meters)    1009.95  (feet)  COMP
 CS2314  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 CS2314
 CS2314  VERT ORDER  -  FIRST     CLASS II
 CS2314
 CS2314.The horizontal coordinates were scaled from a topographic map and have
 CS2314.an estimated accuracy of +/- 6 seconds.
 CS2314
 CS2314.The orthometric height was determined by differential leveling
 CS2314.and adjusted by the National Geodetic Survey in June 1991..
 CS2314.WARNING-Repeat measurements at this control monument indicate possible
 CS2314.vertical movement.
 CS2314
 CS2314.The geoid height was determined by GEOID03.
 CS2314
 CS2314.The dynamic height is computed by dividing the NAVD 88
 CS2314.geopotential number by the normal gravity value computed on the
 CS2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2314.degrees latitude (g = 980.6199 gals.).
 CS2314
 CS2314.The modeled gravity was interpolated from observed gravity values.
 CS2314
 CS2314;                    North         East    Units  Estimated Accuracy
 CS2314;SPC TXNC     - 2,121,860.      665,710.      MT  (+/- 180 meters Scaled)
 CS2314
 CS2314                          SUPERSEDED SURVEY CONTROL
 CS2314
 CS2314  NGVD 29 (??/??/92)  308.124  (m)         1010.90   (f) ADJ UNCH    1 2
 CS2314
 CS2314.Superseded values are not recommended for survey control.
 CS2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2314.See file dsdata.txt to determine how the superseded data were derived.
 CS2314
 CS2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB125257(NAD 83)
 CS2314_MARKER: Q = CHISELED SQUARE
 CS2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2314_SP_SET: STONE POST
 CS2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2314+STABILITY: SURFACE MOTION
 CS2314
 CS2314  HISTORY     - Date     Condition        Report By
 CS2314  HISTORY     - UNK      MONUMENTED       CGS
 CS2314  HISTORY     - 1964     GOOD             NGS
 CS2314  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2314  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2314  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2314  HISTORY     - 20040327 POOR             USPSQD
 CS2314
 CS2314                          STATION DESCRIPTION
 CS2314
 CS2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2314'IN WEATHERFORD.
 CS2314'THE BENCH MARK IS AT THE TEXAS AND PACIFIC RAILROAD STATION IN
 CS2314'WEATHERFORD, 49 FEET EAST OF THE NORTHEAST CORNER OF THE RAILROAD
 CS2314'STATION, 36 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 42
 CS2314'FEET WEST OF A TELEPHONE BOOTH, 40 FEET NORTH OF THE MOST WESTERLY
 CS2314'TREE IN THE PARKING AREA, AND 4 FEET SOUTH OF THE LINE OF WOODEN
 CS2314'POSTS.  A 6 X 6 IN. STONE POST WHICH HAS A SQUARE CHISELED HOLE AND
 CS2314'LETTERS U S B M ENGRAVED IN THE TOP.  THE POST IS FLUSH WITH THE
 CS2314'SURFACE OF THE GROUND.
 CS2314
 CS2314                          STATION RECOVERY (1983)
 CS2314
 CS2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2314'MARK NOT FOUND.
 CS2314
 CS2314                          STATION RECOVERY (1997)
 CS2314
 CS2314'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2314'MARK NOT FOUND.
 CS2314
 CS2314                          STATION RECOVERY (2002)
 CS2314
 CS2314'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2314'MARK NOT FOUND.
 CS2314
 CS2314                          STATION RECOVERY (2004)
 CS2314
 CS2314'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2314'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0522 ***********************************************************************
 BY0522  DESIGNATION -  T 100
 BY0522  PID         -  BY0522
 BY0522  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0522  USGS QUAD   -  VEACH (1984)
 BY0522
 BY0522                         *CURRENT SURVEY CONTROL
 BY0522  ___________________________________________________________________
 BY0522* NAD 83(1986)-  31 10 00.     (N)    094 11 58.     (W)     SCALED    
 BY0522* NAVD 88     -        51.42   (+/-2cm)     168.7    (feet)  VERTCON   
 BY0522  ___________________________________________________________________
 BY0522  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0522
 BY0522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0522
 BY0522.The horizontal coordinates were scaled from a topographic map and have
 BY0522.an estimated accuracy of +/- 6 seconds.
 BY0522
 BY0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0522.The vertical order pertains to the NGVD 29 superseded value.
 BY0522
 BY0522.The geoid height was determined by GEOID03.
 BY0522
 BY0522;                    North         East    Units  Estimated Accuracy
 BY0522;SPC TX C     - 3,182,400.    1,284,430.      MT  (+/- 180 meters Scaled)
 BY0522
 BY0522                          SUPERSEDED SURVEY CONTROL
 BY0522
 BY0522  NGVD 29 (??/??/92)   51.435  (m)          168.75   (f) ADJ UNCH    2 0
 BY0522
 BY0522.Superseded values are not recommended for survey control.
 BY0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0522.See file dsdata.txt to determine how the superseded data were derived.
 BY0522
 BY0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ856486(NAD 83)
 BY0522_MARKER: DB = BENCH MARK DISK
 BY0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0522_STAMPING: T 100 1952
 BY0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0522+STABILITY: SURFACE MOTION
 BY0522
 BY0522  HISTORY     - Date     Condition        Report By
 BY0522  HISTORY     - 1952     MONUMENTED       CGS
 BY0522
 BY0522                          STATION DESCRIPTION
 BY0522
 BY0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0522'17.7 MI NW FROM BROOKELAND.
 BY0522'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0522'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0522'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 4.7 MILES
 BY0522'NORTHWEST ALONG FOREST ROAD 304, THENCE 3.65 MILES SOUTHWEST ALONG
 BY0522'FOREST ROAD 318, THENCE 0.7 MILE NORTHWEST ALONG FOREST ROAD 318,
 BY0522'THENCE 1.5 MILES NORTHWEST ALONG A WINDING WOODS ROAD, THENCE 0.3 MILE
 BY0522'NORTHWEST ALONG A WINDING WOODS ROAD, THENCE 0.25 MILE WEST ACROSS A
 BY0522'CLEARING, ON THE WEST EDGE OF THE CLEARING, 83 FEET SOUTHWEST OF A
 BY0522'LONE 9 INCH OAK TREE, 71 FEET NORTH OF THE CENTER LINE OF AN ABANDONED
 BY0522'ROAD LEADING WEST TO HORNSBY CREEK, 350 FEET WEST OF A WOVEN WIRE
 BY0522'FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0522'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0972 ***********************************************************************
 AY0972  DESIGNATION -  T 1000
 AY0972  PID         -  AY0972
 AY0972  STATE/COUNTY-  TX/BEXAR
 AY0972  USGS QUAD   -  CASTLE HILLS (1992)
 AY0972
 AY0972                         *CURRENT SURVEY CONTROL
 AY0972  ___________________________________________________________________
 AY0972* NAD 83(1986)-  29 34 48.     (N)    098 35 48.     (W)     SCALED    
 AY0972* NAVD 88     -       300.664  (meters)     986.43   (feet)  POSTED    
 AY0972  ___________________________________________________________________
 AY0972  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AY0972  DYNAMIC HT  -         300.220 (meters)     984.97  (feet)  COMP
 AY0972  MODELED GRAV-     979,168.4   (mgal)                       NAVD 88
 AY0972
 AY0972  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0972
 AY0972.The horizontal coordinates were scaled from a topographic map and have
 AY0972.an estimated accuracy of +/- 6 seconds.
 AY0972
 AY0972.The orthometric height was determined by differential leveling
 AY0972.and adjusted by the National Geodetic Survey in 1992..
 AY0972.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0972.rate of 0.0 thru 1.0 mm/km.
 AY0972
 AY0972.The geoid height was determined by GEOID03.
 AY0972
 AY0972.The dynamic height is computed by dividing the NAVD 88
 AY0972.geopotential number by the normal gravity value computed on the
 AY0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0972.degrees latitude (g = 980.6199 gals.).
 AY0972
 AY0972.The modeled gravity was interpolated from observed gravity values.
 AY0972
 AY0972;                    North         East    Units  Estimated Accuracy
 AY0972;SPC TXSC     - 4,193,650.      639,070.      MT  (+/- 180 meters Scaled)
 AY0972
 AY0972                          SUPERSEDED SURVEY CONTROL
 AY0972
 AY0972  NGVD 29 (??/??/92)  300.540  (m)          986.02   (f) ADJ UNCH    1 2
 AY0972
 AY0972.Superseded values are not recommended for survey control.
 AY0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0972.See file dsdata.txt to determine how the superseded data were derived.
 AY0972
 AY0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT390723(NAD 83)
 AY0972_MARKER: DB = BENCH MARK DISK
 AY0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0972_STAMPING: T 1000 1953
 AY0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0972+STABILITY: SURFACE MOTION
 AY0972
 AY0972  HISTORY     - Date     Condition        Report By
 AY0972  HISTORY     - 1953     MONUMENTED       CGS
 AY0972  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0972  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0972
 AY0972                          STATION DESCRIPTION
 AY0972
 AY0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0972'2.8 MI NW FROM SAN ANTONIO.
 AY0972'2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH
 AY0972'HUEBNER ROAD AT SAN ANTONIO, 57 FEET SOUTHWEST OF THE CENTER LINE OF
 AY0972'THE HIGHWAY.  39 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 AY0972'DRIVEWAY, 2 FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS
 AY0972'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY0972'THE GROUND.
 AY0972
 AY0972                          STATION RECOVERY (1967)
 AY0972
 AY0972'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0972'MARK NOT FOUND.
 AY0972
 AY0972                          STATION RECOVERY (1995)
 AY0972
 AY0972'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0127 ***********************************************************************
 AY0127  DESIGNATION -  T 1001
 AY0127  PID         -  AY0127
 AY0127  STATE/COUNTY-  TX/BEXAR
 AY0127  USGS QUAD   -  SCHERTZ (1992)
 AY0127
 AY0127                         *CURRENT SURVEY CONTROL
 AY0127  ___________________________________________________________________
 AY0127* NAD 83(1986)-  29 31 30.     (N)    098 20 41.     (W)     SCALED    
 AY0127* NAVD 88     -       252.075  (meters)     827.02   (feet)  POSTED    
 AY0127  ___________________________________________________________________
 AY0127  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY0127  DYNAMIC HT  -         251.710 (meters)     825.82  (feet)  COMP
 AY0127  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AY0127
 AY0127  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0127
 AY0127.The horizontal coordinates were scaled from a topographic map and have
 AY0127.an estimated accuracy of +/- 6 seconds.
 AY0127
 AY0127.The orthometric height was determined by differential leveling
 AY0127.and adjusted by the National Geodetic Survey in 1992..
 AY0127.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0127.rate of 0.0 thru 1.0 mm/km.
 AY0127
 AY0127.The geoid height was determined by GEOID03.
 AY0127
 AY0127.The dynamic height is computed by dividing the NAVD 88
 AY0127.geopotential number by the normal gravity value computed on the
 AY0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0127.degrees latitude (g = 980.6199 gals.).
 AY0127
 AY0127.The modeled gravity was interpolated from observed gravity values.
 AY0127
 AY0127;                    North         East    Units  Estimated Accuracy
 AY0127;SPC TXSC     - 4,187,660.      663,520.      MT  (+/- 180 meters Scaled)
 AY0127
 AY0127                          SUPERSEDED SURVEY CONTROL
 AY0127
 AY0127  NGVD 29 (??/??/92)  251.961  (m)          826.64   (f) ADJ UNCH    1 2
 AY0127
 AY0127.Superseded values are not recommended for survey control.
 AY0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0127.See file dsdata.txt to determine how the superseded data were derived.
 AY0127
 AY0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT635663(NAD 83)
 AY0127_MARKER: DB = BENCH MARK DISK
 AY0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0127_STAMPING: T 1001 1953
 AY0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0127+STABILITY: SURFACE MOTION
 AY0127
 AY0127  HISTORY     - Date     Condition        Report By
 AY0127  HISTORY     - 1953     MONUMENTED       CGS
 AY0127  HISTORY     - 19870304 MARK NOT FOUND   USGS
 AY0127  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0127  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0127  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0127
 AY0127                          STATION DESCRIPTION
 AY0127
 AY0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0127'5.8 MI NE FROM KIRBY.
 AY0127'4.2 MILES NORTHEAST ALONG GIBBS SPRAWL ROAD FROM ITS JUNCTION WITH
 AY0127'FARM ROAD 78 AND ACKERMAN ROAD AT KIRBY, THENCE 1.6 MILES NORTHWEST
 AY0127'ALONG MILLER ROAD, AT AN UNDERGROUND CABLE CROSSING, 28 FEET NORTHEAST
 AY0127'OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHEAST OF THE CABLE
 AY0127'CROSSING, 3 FEET SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS
 AY0127'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY0127'THE GROUND.
 AY0127
 AY0127                          STATION RECOVERY (1987)
 AY0127
 AY0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0127'MARK NOT FOUND.
 AY0127
 AY0127                          STATION RECOVERY (1988)
 AY0127
 AY0127'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0127'MARK NOT FOUND.
 AY0127
 AY0127                          STATION RECOVERY (1989)
 AY0127
 AY0127'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0127'MARK NOT FOUND.
 AY0127
 AY0127                          STATION RECOVERY (1999)
 AY0127
 AY0127'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0364 ***********************************************************************
 AY0364  DESIGNATION -  T 1002
 AY0364  PID         -  AY0364
 AY0364  STATE/COUNTY-  TX/BEXAR
 AY0364  USGS QUAD   -  ELMENDORF (1992)
 AY0364
 AY0364                         *CURRENT SURVEY CONTROL
 AY0364  ___________________________________________________________________
 AY0364* NAD 83(1986)-  29 20 45.     (N)    098 21 40.     (W)     SCALED    
 AY0364* NAVD 88     -       161.544  (meters)     530.00   (feet)  POSTED    
 AY0364  ___________________________________________________________________
 AY0364  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0364  DYNAMIC HT  -         161.310 (meters)     529.23  (feet)  COMP
 AY0364  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 AY0364
 AY0364  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0364
 AY0364.The horizontal coordinates were scaled from a topographic map and have
 AY0364.an estimated accuracy of +/- 6 seconds.
 AY0364
 AY0364.The orthometric height was determined by differential leveling
 AY0364.and adjusted by the National Geodetic Survey in 1992..
 AY0364.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0364.rate of 2.1 thru 3.0 mm/km.
 AY0364
 AY0364.The geoid height was determined by GEOID03.
 AY0364
 AY0364.The dynamic height is computed by dividing the NAVD 88
 AY0364.geopotential number by the normal gravity value computed on the
 AY0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0364.degrees latitude (g = 980.6199 gals.).
 AY0364
 AY0364.The modeled gravity was interpolated from observed gravity values.
 AY0364
 AY0364;                    North         East    Units  Estimated Accuracy
 AY0364;SPC TXSC     - 4,167,790.      662,040.      MT  (+/- 180 meters Scaled)
 AY0364
 AY0364                          SUPERSEDED SURVEY CONTROL
 AY0364
 AY0364  NGVD 29 (??/??/92)  161.442  (m)          529.66   (f) ADJ UNCH    1 2
 AY0364
 AY0364.Superseded values are not recommended for survey control.
 AY0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0364.See file dsdata.txt to determine how the superseded data were derived.
 AY0364
 AY0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT620464(NAD 83)
 AY0364_MARKER: DB = BENCH MARK DISK
 AY0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0364_STAMPING: T 1002 1953
 AY0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0364+STABILITY: SURFACE MOTION
 AY0364
 AY0364  HISTORY     - Date     Condition        Report By
 AY0364  HISTORY     - 1953     MONUMENTED       CGS
 AY0364  HISTORY     - 19991110 MARK NOT FOUND   USPSQD
 AY0364
 AY0364                          STATION DESCRIPTION
 AY0364
 AY0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0364'3.9 MI NE FROM SAN ANTONIO.
 AY0364'2.0 MILES NORTHEAST ALONG W.W. WHITE ROAD FROM THE HIGHLAND SCHOOL AT
 AY0364'SAN ANTONIO, THENCE 1.9 MILE EAST ALONG CACIAS ROAD, AT A JUNCTION
 AY0364'WITH FOSTER ROAD, 30 FEET SOUTHEAST OF THE CENTER LINE OF CACIAS ROAD,
 AY0364'27 FEET SOUTHWEST OF THE CENTER LINE OF FOSTER ROAD, 5 FEET WEST OF A
 AY0364'POWER POLE, 2 FEET NORTHEAST OF A FENCE, 5 FEET WEST OF A WITNESS
 AY0364'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AY0364'THE GROUND.
 AY0364
 AY0364                          STATION RECOVERY (1999)
 AY0364
 AY0364'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1065 ***********************************************************************
 AY1065  DESIGNATION -  T 1003
 AY1065  PID         -  AY1065
 AY1065  STATE/COUNTY-  TX/KENDALL
 AY1065  USGS QUAD   -  BERGHEIM (1973)
 AY1065
 AY1065                         *CURRENT SURVEY CONTROL
 AY1065  ___________________________________________________________________
 AY1065* NAD 83(1986)-  29 48 54.     (N)    098 37 20.     (W)     SCALED    
 AY1065* NAVD 88     -       449.245  (meters)    1473.90   (feet)  ADJUSTED  
 AY1065  ___________________________________________________________________
 AY1065  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AY1065  DYNAMIC HT  -         448.594 (meters)    1471.76  (feet)  COMP
 AY1065  MODELED GRAV-     979,177.8   (mgal)                       NAVD 88
 AY1065
 AY1065  VERT ORDER  -  SECOND    CLASS 0
 AY1065
 AY1065.The horizontal coordinates were scaled from a topographic map and have
 AY1065.an estimated accuracy of +/- 6 seconds.
 AY1065
 AY1065.The orthometric height was determined by differential leveling
 AY1065.and adjusted by the National Geodetic Survey in June 1991..
 AY1065
 AY1065.The geoid height was determined by GEOID03.
 AY1065
 AY1065.The dynamic height is computed by dividing the NAVD 88
 AY1065.geopotential number by the normal gravity value computed on the
 AY1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1065.degrees latitude (g = 980.6199 gals.).
 AY1065
 AY1065.The modeled gravity was interpolated from observed gravity values.
 AY1065
 AY1065;                    North         East    Units  Estimated Accuracy
 AY1065;SPC TXSC     - 4,219,680.      636,510.      MT  (+/- 180 meters Scaled)
 AY1065
 AY1065                          SUPERSEDED SURVEY CONTROL
 AY1065
 AY1065  NGVD 29 (??/??/92)  449.142  (m)         1473.56   (f) ADJ UNCH    2 0
 AY1065
 AY1065.Superseded values are not recommended for survey control.
 AY1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1065.See file dsdata.txt to determine how the superseded data were derived.
 AY1065
 AY1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT365983(NAD 83)
 AY1065_MARKER: DB = BENCH MARK DISK
 AY1065_SETTING: 66 = SET IN ROCK OUTCROP
 AY1065_SP_SET: ROCK LEDGE
 AY1065_STAMPING: T 1003 1953
 AY1065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1065+STABILITY: POSITION/ELEVATION WELL
 AY1065
 AY1065  HISTORY     - Date     Condition        Report By
 AY1065  HISTORY     - 1953     MONUMENTED       CGS
 AY1065  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY1065  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY1065
 AY1065                          STATION DESCRIPTION
 AY1065
 AY1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1065'3.1 MI W FROM BERGHEIM.
 AY1065'3.1 MILES WEST ALONG FARM ROAD 475 FROM THE POST OFFICE AT BERGHEIM,
 AY1065'50 YARDS WEST OF THE TOP OF A HILL, 29 FEET NORTH OF THE CENTER LINE
 AY1065'OF THE FARM ROAD, 4 FEET ABOVE THE LEVEL OF THE FARM ROAD, SET
 AY1065'VERTICALLY IN THE SOUTH FACE OF A ROCK LEDGE.
 AY1065
 AY1065                          STATION RECOVERY (1964)
 AY1065
 AY1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1065'MARK NOT FOUND.
 AY1065
 AY1065                          STATION RECOVERY (1994)
 AY1065
 AY1065'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1084 ***********************************************************************
 AY1084  DESIGNATION -  T 1004
 AY1084  PID         -  AY1084
 AY1084  STATE/COUNTY-  TX/KENDALL
 AY1084  USGS QUAD   -  RANGER CREEK (1982)
 AY1084
 AY1084                         *CURRENT SURVEY CONTROL
 AY1084  ___________________________________________________________________
 AY1084* NAD 83(1986)-  29 45 17.     (N)    098 48 09.     (W)     SCALED    
 AY1084* NAVD 88     -       508.526  (meters)    1668.39   (feet)  ADJUSTED  
 AY1084  ___________________________________________________________________
 AY1084  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AY1084  DYNAMIC HT  -         507.781 (meters)    1665.94  (feet)  COMP
 AY1084  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 AY1084
 AY1084  VERT ORDER  -  SECOND    CLASS 0
 AY1084
 AY1084.The horizontal coordinates were scaled from a topographic map and have
 AY1084.an estimated accuracy of +/- 6 seconds.
 AY1084
 AY1084.The orthometric height was determined by differential leveling
 AY1084.and adjusted by the National Geodetic Survey in June 1991..
 AY1084
 AY1084.The geoid height was determined by GEOID03.
 AY1084
 AY1084.The dynamic height is computed by dividing the NAVD 88
 AY1084.geopotential number by the normal gravity value computed on the
 AY1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1084.degrees latitude (g = 980.6199 gals.).
 AY1084
 AY1084.The modeled gravity was interpolated from observed gravity values.
 AY1084
 AY1084;                    North         East    Units  Estimated Accuracy
 AY1084;SPC TXSC     - 4,212,960.      619,100.      MT  (+/- 180 meters Scaled)
 AY1084
 AY1084                          SUPERSEDED SURVEY CONTROL
 AY1084
 AY1084  NGVD 29 (??/??/92)  508.420  (m)         1668.04   (f) ADJ UNCH    2 0
 AY1084
 AY1084.Superseded values are not recommended for survey control.
 AY1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1084.See file dsdata.txt to determine how the superseded data were derived.
 AY1084
 AY1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT190916(NAD 83)
 AY1084_MARKER: DB = BENCH MARK DISK
 AY1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1084_STAMPING: T 1004 1953
 AY1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1084+STABILITY: SURFACE MOTION
 AY1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1084+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1084
 AY1084  HISTORY     - Date     Condition        Report By
 AY1084  HISTORY     - 1953     MONUMENTED       CGS
 AY1084  HISTORY     - 1990     GOOD             USPSQD
 AY1084  HISTORY     - 19940302 GOOD             USPSQD
 AY1084  HISTORY     - 20050521 GOOD             USPSQD
 AY1084
 AY1084                          STATION DESCRIPTION
 AY1084
 AY1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1084'6.25 MI SW FROM BOERNE.
 AY1084'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1084'THENCE 5.35 MILES SOUTHWEST ALONG A FARM ROAD WHICH IS NOW UNDER
 AY1084'CONSTRUCTION, 106 FEET SOUTHWEST OF THE SOUTH END OF A 48 INCH PIPE
 AY1084'CULVERT, 27 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE,
 AY1084'2.6 FEET EAST OF A WITNESS POST, 37 FEET SOUTH OF THE CENTER LINE OF
 AY1084'THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 AY1084'ABOVE THE GROUND.
 AY1084
 AY1084                          STATION RECOVERY (1990)
 AY1084
 AY1084'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1084'RECOVERED IN GOOD CONDITION.
 AY1084
 AY1084                          STATION RECOVERY (1994)
 AY1084
 AY1084'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1084'RECOVERED IN GOOD CONDITION.
 AY1084
 AY1084                          STATION RECOVERY (2005)
 AY1084
 AY1084'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AY1084'THE FARM ROAD THAT THIS MARKER IS LOCATED ADJACENT TO IS NOW CALLED
 AY1084'STATE HIGHWAY 46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3298 ***********************************************************************
 AW3298  DESIGNATION -  T 1006
 AW3298  PID         -  AW3298
 AW3298  STATE/COUNTY-  TX/HARRIS
 AW3298  USGS QUAD   -  PARK PLACE (1995)
 AW3298
 AW3298                         *CURRENT SURVEY CONTROL
 AW3298  ___________________________________________________________________
 AW3298* NAD 83(1986)-  29 43 50.     (N)    095 16 43.     (W)     SCALED    
 AW3298* NAVD 88     -         6.58   (+/-2cm)      21.6    (feet)  VERTCON   
 AW3298  ___________________________________________________________________
 AW3298  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW3298
 AW3298  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3298
 AW3298.The horizontal coordinates were scaled from a topographic map and have
 AW3298.an estimated accuracy of +/- 6 seconds.
 AW3298
 AW3298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3298.The vertical order pertains to the NGVD 29 superseded value.
 AW3298
 AW3298.The geoid height was determined by GEOID03.
 AW3298
 AW3298;                    North         East    Units  Estimated Accuracy
 AW3298;SPC TXSC     - 4,215,990.      959,930.      MT  (+/- 180 meters Scaled)
 AW3298
 AW3298                          SUPERSEDED SURVEY CONTROL
 AW3298
 AW3298  NGVD 29 (??/??/92)    6.581  (m)           21.59   (f) ADJ UNCH    1 2
 AW3298
 AW3298.Superseded values are not recommended for survey control.
 AW3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3298.See file dsdata.txt to determine how the superseded data were derived.
 AW3298
 AW3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN796911(NAD 83)
 AW3298_MARKER: DB = BENCH MARK DISK
 AW3298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3298_SP_SET: CONCRETE BASE
 AW3298_STAMPING: T 1006 1953
 AW3298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3298+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 AW3298
 AW3298  HISTORY     - Date     Condition        Report By
 AW3298  HISTORY     - 1953     MONUMENTED       CGS
 AW3298  HISTORY     - 1973     GOOD             NGS
 AW3298  HISTORY     - 1987     GOOD             USPSQD
 AW3298  HISTORY     - 1987     GOOD             USPSQD
 AW3298  HISTORY     - 1987     GOOD             USPSQD
 AW3298  HISTORY     - 1987     GOOD             USPSQD
 AW3298  HISTORY     - 1987     GOOD             USPSQD
 AW3298  HISTORY     - 1987     GOOD             USPSQD
 AW3298  HISTORY     - 1988     GOOD             USPSQD
 AW3298  HISTORY     - 1988     GOOD             USPSQD
 AW3298  HISTORY     - 1988     GOOD             USPSQD
 AW3298  HISTORY     - 1988     GOOD             USPSQD
 AW3298  HISTORY     - 1988     GOOD             USPSQD
 AW3298  HISTORY     - 1988     GOOD             USPSQD
 AW3298  HISTORY     - 1988     GOOD             USPSQD
 AW3298  HISTORY     - 1989     GOOD             USPSQD
 AW3298  HISTORY     - 1989     GOOD             USPSQD
 AW3298  HISTORY     - 1990     GOOD             USPSQD
 AW3298  HISTORY     - 20040707 GOOD             USPSQD
 AW3298  HISTORY     - 20050721 GOOD             USPSQD
 AW3298
 AW3298                          STATION DESCRIPTION
 AW3298
 AW3298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3298'5.5 MI NW FROM SOUTH HOUSTON.
 AW3298'4.0 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW3298'RAILROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, THENCE
 AW3298'1.35 MILES NORTH ALONG BROADWAY BOULEVARD, THENCE 0.15 MILE NORTH
 AW3298'ALONG A PRIVATE ROAD THROUGH A PARKING AREA, AT THE TERMINAL WAREHOUSE
 AW3298'AND DOCKS, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE OF A
 AW3298'STEEL LEG OF THE SOUTHWEST ONE OF TWO ELEVATED WATER TOWERS, 70 FEET
 AW3298'EAST OF THE CENTER LINE OF THE ROAD, ABOUT 300 FEET NORTH OF THE
 AW3298'NORTHEAST CORNER OF A LARGE BRICK WAREHOUSE BUILDING, 41 FEET EAST OF
 AW3298'A CYLCLONE FENCE, AND ABOUT 6 FEET LOWER THAN THE ROAD.
 AW3298
 AW3298                          STATION RECOVERY (1987)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1987)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1987)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1987)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1987)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1987)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1988)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1988)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1988)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1988)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1988)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1988)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1988)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1989)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1989)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (1990)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (2004)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3298'RECOVERED IN GOOD CONDITION.
 AW3298
 AW3298                          STATION RECOVERY (2005)
 AW3298
 AW3298'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4595 ***********************************************************************
 AW4595  DESIGNATION -  T 1007
 AW4595  PID         -  AW4595
 AW4595  STATE/COUNTY-  TX/HARRIS
 AW4595  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4595
 AW4595                         *CURRENT SURVEY CONTROL
 AW4595  ___________________________________________________________________
 AW4595* NAD 83(1986)-  29 51 55.     (N)    095 31 25.     (W)     SCALED    
 AW4595* NAVD 88     -        29.13   (+/-2cm)      95.6    (feet)  VERTCON   
 AW4595  ___________________________________________________________________
 AW4595  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW4595
 AW4595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4595
 AW4595.The horizontal coordinates were scaled from a topographic map and have
 AW4595.an estimated accuracy of +/- 6 seconds.
 AW4595
 AW4595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4595.The vertical order pertains to the NGVD 29 superseded value.
 AW4595
 AW4595.The geoid height was determined by GEOID03.
 AW4595
 AW4595;                    North         East    Units  Estimated Accuracy
 AW4595;SPC TXSC     - 4,230,190.      935,800.      MT  (+/- 180 meters Scaled)
 AW4595
 AW4595                          SUPERSEDED SURVEY CONTROL
 AW4595
 AW4595  NGVD 29 (??/??/92)   29.125  (m)           95.55   (f) ADJ UNCH    2 0
 AW4595
 AW4595.Superseded values are not recommended for survey control.
 AW4595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4595.See file dsdata.txt to determine how the superseded data were derived.
 AW4595
 AW4595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP562065(NAD 83)
 AW4595_MARKER: DB = BENCH MARK DISK
 AW4595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4595_STAMPING: T 1007 1954
 AW4595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4595+STABILITY: SURFACE MOTION
 AW4595
 AW4595  HISTORY     - Date     Condition        Report By
 AW4595  HISTORY     - 1954     MONUMENTED       CGS
 AW4595  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4595  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 AW4595
 AW4595                          STATION DESCRIPTION
 AW4595
 AW4595'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW4595'1.45 MI N FROM BAIRBANKS.
 AW4595'0.35 MILE NORTHWEST ALONG U.S HIGHWAY 290 FROM THE POST OFFICE AT
 AW4595'FAIRBANKS, THENCE 0.4 MILES NORTHEAST ALONG THOMAS AVENUE, THENCE 0.7
 AW4595'MILE NORTH ALONG LITTLE YORK ROAD, AT A JUNCTION WITH A ROAD LEADING
 AW4595'EAST, AT THE EAST POINT OF A TRIANGLE FORMED BY THE ROAD JUNCTION, 43
 AW4595'FEET NORTHWEST OF THE CENTER LINE OF A ROAD, 41 FEET SOUTHEAST OF THE
 AW4595'CENTER LINE OF A ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 AW4595'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW4595
 AW4595                          STATION RECOVERY (1973)
 AW4595
 AW4595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4595'MARK NOT FOUND.
 AW4595
 AW4595                          STATION RECOVERY (1996)
 AW4595
 AW4595'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1853 ***********************************************************************
 AW1853  DESIGNATION -  T 1008 RESET 1963
 AW1853  PID         -  AW1853
 AW1853  STATE/COUNTY-  TX/HARRIS
 AW1853  USGS QUAD   -  SATSUMA (1982)
 AW1853
 AW1853                         *CURRENT SURVEY CONTROL
 AW1853  ___________________________________________________________________
 AW1853* NAD 83(1986)-  29 54 21.     (N)    095 36 25.     (W)     SCALED    
 AW1853* NAVD 88     -        37.21   (+/-2cm)     122.1    (feet)  VERTCON   
 AW1853  ___________________________________________________________________
 AW1853  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW1853
 AW1853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1853
 AW1853.The horizontal coordinates were scaled from a topographic map and have
 AW1853.an estimated accuracy of +/- 6 seconds.
 AW1853
 AW1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1853.The vertical order pertains to the NGVD 29 superseded value.
 AW1853
 AW1853.The geoid height was determined by GEOID03.
 AW1853
 AW1853;                    North         East    Units  Estimated Accuracy
 AW1853;SPC TXSC     - 4,234,440.      927,620.      MT  (+/- 180 meters Scaled)
 AW1853
 AW1853                          SUPERSEDED SURVEY CONTROL
 AW1853
 AW1853  NGVD 29 (??/??/92)   37.202  (m)          122.05   (f) ADJ UNCH    2 0
 AW1853
 AW1853.Superseded values are not recommended for survey control.
 AW1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1853.See file dsdata.txt to determine how the superseded data were derived.
 AW1853
 AW1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP482112(NAD 83)
 AW1853_MARKER: DB = BENCH MARK DISK
 AW1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1853_STAMPING: T 1008 RESET 1963
 AW1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1853+STABILITY: SURFACE MOTION
 AW1853
 AW1853  HISTORY     - Date     Condition        Report By
 AW1853  HISTORY     - 1963     MONUMENTED       CGS
 AW1853  HISTORY     - 1973     POOR             NGS
 AW1853  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1853  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1853  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 AW1853
 AW1853                          STATION DESCRIPTION
 AW1853
 AW1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1853'5.2 MI NW FROM FAIRBANKS.
 AW1853'ABOUT 5.2 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1853'FAIRBANKS, 0.1 MILE SOUTHEAST OF A PAVED ROAD CROSSING WITH THE ROAD
 AW1853'LEADING TO A LARGE INDUSTRIAL COMPLEX - M AND J VALVE CO., 143 FEET
 AW1853'SOUTHWEST OF AND ACROSS FROM THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW1853'SOUTHWEST LANE OF THE HIGHWAY, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 AW1853'OF THE TRACK, 44 FEET NORTHWEST OF MILEPOST 19, AND SET IN THE TOP OF
 AW1853'A CONCRETE POST PROJECTING 7 INCHES.
 AW1853
 AW1853                          STATION RECOVERY (1978)
 AW1853
 AW1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1853'NOT RECOVERED.
 AW1853
 AW1853                          STATION RECOVERY (1994)
 AW1853
 AW1853'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1853'MARK NOT FOUND.
 AW1853
 AW1853                          STATION RECOVERY (2004)
 AW1853
 AW1853'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1905 ***********************************************************************
 AW1905  DESIGNATION -  T 1009
 AW1905  PID         -  AW1905
 AW1905  STATE/COUNTY-  TX/HARRIS
 AW1905  USGS QUAD   -  WARREN LAKE (1980)
 AW1905
 AW1905                         *CURRENT SURVEY CONTROL
 AW1905  ___________________________________________________________________
 AW1905* NAD 83(1986)-  29 56 12.     (N)    095 48 29.     (W)     SCALED    
 AW1905* NAVD 88     -        49.543  (meters)     162.54   (feet)  ADJUSTED  
 AW1905  ___________________________________________________________________
 AW1905  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW1905  DYNAMIC HT  -          49.476 (meters)     162.32  (feet)  COMP
 AW1905  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 AW1905
 AW1905  VERT ORDER  -  FIRST     CLASS II
 AW1905
 AW1905.The horizontal coordinates were scaled from a topographic map and have
 AW1905.an estimated accuracy of +/- 6 seconds.
 AW1905
 AW1905.The orthometric height was determined by differential leveling
 AW1905.and adjusted by the National Geodetic Survey in June 1991..
 AW1905
 AW1905.The geoid height was determined by GEOID03.
 AW1905
 AW1905.The dynamic height is computed by dividing the NAVD 88
 AW1905.geopotential number by the normal gravity value computed on the
 AW1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1905.degrees latitude (g = 980.6199 gals.).
 AW1905
 AW1905.The modeled gravity was interpolated from observed gravity values.
 AW1905
 AW1905;                    North         East    Units  Estimated Accuracy
 AW1905;SPC TXSC     - 4,237,310.      908,110.      MT  (+/- 180 meters Scaled)
 AW1905
 AW1905                          SUPERSEDED SURVEY CONTROL
 AW1905
 AW1905  NGVD 29 (12/23/87)   49.534  (m)          162.51   (f) ADJUSTED    1 2
 AW1905
 AW1905.Superseded values are not recommended for survey control.
 AW1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1905.See file dsdata.txt to determine how the superseded data were derived.
 AW1905
 AW1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289150(NAD 83)
 AW1905_MARKER: DB = BENCH MARK DISK
 AW1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1905_SP_SET: CONCRETE POST
 AW1905_STAMPING: T 1009 1954
 AW1905_MARK LOGO: CGS   
 AW1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1905+STABILITY: SURFACE MOTION
 AW1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1905+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW1905
 AW1905  HISTORY     - Date     Condition        Report By
 AW1905  HISTORY     - 1954     MONUMENTED       CGS
 AW1905  HISTORY     - 1973     GOOD             NGS
 AW1905  HISTORY     - 1978     GOOD             NGS
 AW1905  HISTORY     - 1986     GOOD             NGS
 AW1905  HISTORY     - 1987     GOOD             USPSQD
 AW1905  HISTORY     - 1987     GOOD             USPSQD
 AW1905  HISTORY     - 19931106 GOOD             USPSQD
 AW1905  HISTORY     - 20041013 GOOD             USPSQD
 AW1905  HISTORY     - 20051026 GOOD             USPSQD
 AW1905
 AW1905                          STATION DESCRIPTION
 AW1905
 AW1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1905'7.75 MI SE FROM HOCKLEY.
 AW1905'ABOUT 2 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF US
 AW1905'HIGHWAY 290 AND HEGAR RD., THENCE 5.75 MILES SOUTH ALONG KATY-HOCKLEY
 AW1905'RD., AT A PETROLEUM PIPELINE CROSSING, 29 1/2 FEET WEST OF THE CENTER
 AW1905'LINE OF KATY-HOCKLEY RD., 23.4 FEET NORTH OF THE CENTER LINE OF A WIRE
 AW1905'GATE, 3 FEET SOUTHWEST OF A POWER POLE, 0.6 FOOT WEST OF A FENCE,
 AW1905'1/2-FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AW1905'POST FLUSH WITH THE GROUND.
 AW1905
 AW1905                          STATION RECOVERY (1978)
 AW1905
 AW1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1905'RECOVERED IN GOOD CONDITION.
 AW1905
 AW1905                          STATION RECOVERY (1986)
 AW1905
 AW1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1905'RECOVERED IN GOOD CONDITION.
 AW1905
 AW1905                          STATION RECOVERY (1987)
 AW1905
 AW1905'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1905'RECOVERED IN GOOD CONDITION.
 AW1905
 AW1905                          STATION RECOVERY (1987)
 AW1905
 AW1905'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1905'RECOVERED IN GOOD CONDITION.
 AW1905
 AW1905                          STATION RECOVERY (1993)
 AW1905
 AW1905'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1905'RECOVERED IN GOOD CONDITION.
 AW1905
 AW1905                          STATION RECOVERY (2004)
 AW1905
 AW1905'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1905'RECOVERED IN GOOD CONDITION.
 AW1905
 AW1905                          STATION RECOVERY (2005)
 AW1905
 AW1905'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1905'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1630 ***********************************************************************
 BL1630  DESIGNATION -  T 1010
 BL1630  PID         -  BL1630
 BL1630  STATE/COUNTY-  TX/HARRIS
 BL1630  USGS QUAD   -  ROSE HILL (1980)
 BL1630
 BL1630                         *CURRENT SURVEY CONTROL
 BL1630  ___________________________________________________________________
 BL1630* NAD 83(1986)-  30 00 06.     (N)    095 41 52.     (W)     SCALED    
 BL1630* NAVD 88     -        49.14   (+/-2cm)     161.2    (feet)  VERTCON   
 BL1630  ___________________________________________________________________
 BL1630  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL1630
 BL1630  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1630
 BL1630.The horizontal coordinates were scaled from a topographic map and have
 BL1630.an estimated accuracy of +/- 6 seconds.
 BL1630
 BL1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1630.The vertical order pertains to the NGVD 29 superseded value.
 BL1630
 BL1630.The geoid height was determined by GEOID03.
 BL1630
 BL1630;                    North         East    Units  Estimated Accuracy
 BL1630;SPC TXSC     - 4,244,810.      918,550.      MT  (+/- 180 meters Scaled)
 BL1630
 BL1630                          SUPERSEDED SURVEY CONTROL
 BL1630
 BL1630  NGVD 29 (??/??/92)   49.135  (m)          161.20   (f) ADJ UNCH    1 2
 BL1630
 BL1630.Superseded values are not recommended for survey control.
 BL1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1630.See file dsdata.txt to determine how the superseded data were derived.
 BL1630
 BL1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP397220(NAD 83)
 BL1630_MARKER: DB = BENCH MARK DISK
 BL1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1630_STAMPING: T 1010 1954
 BL1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1630+STABILITY: SURFACE MOTION
 BL1630
 BL1630  HISTORY     - Date     Condition        Report By
 BL1630  HISTORY     - 1954     MONUMENTED       CGS
 BL1630  HISTORY     - 1978     GOOD             NGS
 BL1630  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1630  HISTORY     - 19931106 GOOD             USPSQD
 BL1630  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1630
 BL1630                          STATION DESCRIPTION
 BL1630
 BL1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1630'2.4 MI N FROM CYPRESS.
 BL1630'0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BL1630'CYPRESS, THENCE 2.2 MILES NORTH ALONG THE CYPRESS AND ROSE HILL ROAD,
 BL1630'32 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 FEET NORTH OF THE
 BL1630'CENTER LINE OF A PRIVATE DRIVEWAY LEADING WEST, 2 FEET WEST OF A
 BL1630'FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BL1630'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL1630
 BL1630                          STATION RECOVERY (1978)
 BL1630
 BL1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1630'2.2 MILES NORTH ALONG CYPRESS-ROSE HILL ROAD FROM ITS JUNCTION WITH
 BL1630'U.S. HIGHWAY 290 IN CYPRESS, 32 FEET WEST OF THE CENTERLINE OF THE
 BL1630'ROAD, 24 FEET NORTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY LEADING
 BL1630'WEST, 2 FEET WEST OF A FENCE, AND 3 FEET NORTHWEST OF A WITNESS POST.
 BL1630
 BL1630                          STATION RECOVERY (1986)
 BL1630
 BL1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1630'MARK NOT FOUND.
 BL1630
 BL1630                          STATION RECOVERY (1993)
 BL1630
 BL1630'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1630'RECOVERED IN GOOD CONDITION.
 BL1630
 BL1630                          STATION RECOVERY (2005)
 BL1630
 BL1630'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1402 ***********************************************************************
 AW1402  DESIGNATION -  T 1011
 AW1402  PID         -  AW1402
 AW1402  STATE/COUNTY-  TX/CHAMBERS
 AW1402  USGS QUAD   -  WHITES RANCH (1993)
 AW1402
 AW1402                         *CURRENT SURVEY CONTROL
 AW1402  ___________________________________________________________________
 AW1402* NAD 83(1986)-  29 40 35.     (N)    094 22 28.     (W)     SCALED    
 AW1402* NAVD 88     -         1.48   (+/-2cm)       4.9    (feet)  VERTCON   
 AW1402  ___________________________________________________________________
 AW1402  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW1402
 AW1402  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1402
 AW1402.The horizontal coordinates were scaled from a topographic map and have
 AW1402.an estimated accuracy of +/- 6 seconds.
 AW1402
 AW1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1402.The vertical order pertains to the NGVD 29 superseded value.
 AW1402
 AW1402.The geoid height was determined by GEOID03.
 AW1402
 AW1402;                    North         East    Units  Estimated Accuracy
 AW1402;SPC TXSC     - 4,213,110.    1,047,570.      MT  (+/- 180 meters Scaled)
 AW1402
 AW1402                          SUPERSEDED SURVEY CONTROL
 AW1402
 AW1402  NGVD 29 (??/??/92)    1.480  (m)            4.86   (f) ADJ UNCH    1 2
 AW1402
 AW1402.Superseded values are not recommended for survey control.
 AW1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1402.See file dsdata.txt to determine how the superseded data were derived.
 AW1402
 AW1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN670837(NAD 83)
 AW1402_MARKER: DB = BENCH MARK DISK
 AW1402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1402_SP_SET: CULVERT
 AW1402_STAMPING: T 1011 1953
 AW1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1402
 AW1402  HISTORY     - Date     Condition        Report By
 AW1402  HISTORY     - 1953     MONUMENTED       CGS
 AW1402  HISTORY     - 1958     GOOD             NGS
 AW1402  HISTORY     - 1971     GOOD             NGS
 AW1402  HISTORY     - 1978     GOOD             NGS
 AW1402  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 AW1402  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW1402  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1402  HISTORY     - 20031022 MARK NOT FOUND   USPSQD
 AW1402  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW1402
 AW1402                          STATION DESCRIPTION
 AW1402
 AW1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1402'8.2 MI N FROM HIGH ISLAND.
 AW1402'ABOUT 8.2 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW1402'HIGH ISLAND, 77 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 AW1402'TOP OF THE SOUTH HEAD WALL 6 FEET EAST OF THE WEST END OF A 4-CHANNEL
 AW1402'BOX CULVERT UNDER FARM ROAD 1985, ACROSS THE HIGHWAY FROM THE STOCK
 AW1402'YARD AT WHITES RANCH SIDING, 22 FEET SOUTH OF THE CENTER LINE OF AN
 AW1402'OILED ROAD LEADING WEST, FARM ROAD 1985, AND ABOUT 1 FOOT BELOW THE
 AW1402'LEVEL OF THE ROAD.
 AW1402
 AW1402                          STATION RECOVERY (1971)
 AW1402
 AW1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1402'RECOVERED IN GOOD CONDITION.
 AW1402
 AW1402                          STATION RECOVERY (1978)
 AW1402
 AW1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1402'RECOVERED IN GOOD CONDITION.
 AW1402
 AW1402                          STATION RECOVERY (1995)
 AW1402
 AW1402'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1402'MARK NOT FOUND.
 AW1402
 AW1402                          STATION RECOVERY (1996)
 AW1402
 AW1402'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1402'MARK NOT FOUND.
 AW1402
 AW1402                          STATION RECOVERY (2001)
 AW1402
 AW1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1402'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1402
 AW1402                          STATION RECOVERY (2003)
 AW1402
 AW1402'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW1402'MARK NOT FOUND.
 AW1402
 AW1402                          STATION RECOVERY (2005)
 AW1402
 AW1402'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2790 ***********************************************************************
 AW2790  DESIGNATION -  T 1012
 AW2790  PID         -  AW2790
 AW2790  STATE/COUNTY-  TX/CHAMBERS
 AW2790  USGS QUAD   -  ANAHUAC (1993)
 AW2790
 AW2790                         *CURRENT SURVEY CONTROL
 AW2790  ___________________________________________________________________
 AW2790* NAD 83(1986)-  29 46 37.     (N)    094 39 18.     (W)     SCALED    
 AW2790* NAVD 88     -         7.14   (+/-2cm)      23.4    (feet)  VERTCON   
 AW2790  ___________________________________________________________________
 AW2790  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2790
 AW2790  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2790
 AW2790.The horizontal coordinates were scaled from a topographic map and have
 AW2790.an estimated accuracy of +/- 6 seconds.
 AW2790
 AW2790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2790.The vertical order pertains to the NGVD 29 superseded value.
 AW2790
 AW2790.The geoid height was determined by GEOID03.
 AW2790
 AW2790;                    North         East    Units  Estimated Accuracy
 AW2790;SPC TXSC     - 4,223,210.    1,020,030.      MT  (+/- 180 meters Scaled)
 AW2790
 AW2790                          SUPERSEDED SURVEY CONTROL
 AW2790
 AW2790  NGVD 29 (??/??/92)    7.145  (m)           23.44   (f) ADJ UNCH    1 2
 AW2790
 AW2790.Superseded values are not recommended for survey control.
 AW2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2790.See file dsdata.txt to determine how the superseded data were derived.
 AW2790
 AW2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN400952(NAD 83)
 AW2790_MARKER: DB = BENCH MARK DISK
 AW2790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2790_SP_SET: CULVERT
 AW2790_STAMPING: T 1012 1953
 AW2790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2790
 AW2790  HISTORY     - Date     Condition        Report By
 AW2790  HISTORY     - 1953     MONUMENTED       CGS
 AW2790  HISTORY     - 1959     GOOD             NGS
 AW2790  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW2790  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2790  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2790
 AW2790                          STATION DESCRIPTION
 AW2790
 AW2790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2790'1.95 MI E FROM ANAHUAC.
 AW2790'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COUNTY
 AW2790'COURTHOUSE AT ANAHUAC, THENCE ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY
 AW2790'61, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 17 FEET SOUTHEAST OF THE
 AW2790'CENTER LINE OF THE HIGHWAY, 57 FEET SOUTHWEST OF THE CENTER LINE OF A
 AW2790'PRIVATE DRIVEWAY LEADING SOUTH, AND IN THE TOP OF THE NORTHEAST END OF
 AW2790'THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT.
 AW2790
 AW2790                          STATION RECOVERY (1996)
 AW2790
 AW2790'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2790'MARK NOT FOUND.
 AW2790
 AW2790                          STATION RECOVERY (2001)
 AW2790
 AW2790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2790'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2790
 AW2790                          STATION RECOVERY (2005)
 AW2790
 AW2790'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2863 ***********************************************************************
 AW2863  DESIGNATION -  T 1013
 AW2863  PID         -  AW2863
 AW2863  STATE/COUNTY-  TX/HARRIS
 AW2863  USGS QUAD   -  MORGANS POINT (1993)
 AW2863
 AW2863                         *CURRENT SURVEY CONTROL
 AW2863  ___________________________________________________________________
 AW2863* NAD 83(1986)-  29 43 46.     (N)    094 57 29.     (W)     SCALED    
 AW2863* NAVD 88     -         9.12   (+/-2cm)      29.9    (feet)  VERTCON   
 AW2863  ___________________________________________________________________
 AW2863  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW2863
 AW2863  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2863
 AW2863.The horizontal coordinates were scaled from a topographic map and have
 AW2863.an estimated accuracy of +/- 6 seconds.
 AW2863
 AW2863.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2863.The vertical order pertains to the NGVD 29 superseded value.
 AW2863
 AW2863.The geoid height was determined by GEOID03.
 AW2863
 AW2863;                    North         East    Units  Estimated Accuracy
 AW2863;SPC TXSC     - 4,216,900.      990,920.      MT  (+/- 180 meters Scaled)
 AW2863
 AW2863                          SUPERSEDED SURVEY CONTROL
 AW2863
 AW2863  NGVD 29 (??/??/92)    9.119  (m)           29.92   (f) ADJ UNCH    1 2
 AW2863
 AW2863.Superseded values are not recommended for survey control.
 AW2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2863.See file dsdata.txt to determine how the superseded data were derived.
 AW2863
 AW2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN106904(NAD 83)
 AW2863_MARKER: DB = BENCH MARK DISK
 AW2863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2863_SP_SET: CULVERT
 AW2863_STAMPING: T 1013 1953
 AW2863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2863
 AW2863  HISTORY     - Date     Condition        Report By
 AW2863  HISTORY     - 1953     MONUMENTED       CGS
 AW2863  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2863  HISTORY     - 19981113 MARK NOT FOUND   USPSQD
 AW2863  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 AW2863
 AW2863                          STATION DESCRIPTION
 AW2863
 AW2863'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2863'0.75 MI E FROM BAYTOWN.
 AW2863'1 BLOCK SOUTH ALONG SOUTH GAILLARD STREET FROM THE POST OFFICE AT
 AW2863'BAYTOWN, THENCE 0.75 MILE EAST ALONG EAST TEXAS AVENUE, ACROSS STATE
 AW2863'HIGHWAY 146 FROM A HUMBLE OIL COMPANY SERVICE STATION, 45 FEET NORTH
 AW2863'OF THE CENTER LINE OF EAST TEXAS AVENUE, 22 FEET EAST OF THE CENTER
 AW2863'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST
 AW2863'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 AW2863
 AW2863                          STATION RECOVERY (1973)
 AW2863
 AW2863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2863'MARK NOT FOUND.
 AW2863
 AW2863                          STATION RECOVERY (1998)
 AW2863
 AW2863'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2863'MARK NOT FOUND.
 AW2863
 AW2863                          STATION RECOVERY (2004)
 AW2863
 AW2863'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW2863'HIGHWAY HAS BEEN WIDENED. DITCHES AND CULVERTS HAVE BEEN REPLACED WITH
 AW2863'STORM DRAINS AND BOXES. MARK MUST HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2451 ***********************************************************************
 AW2451  DESIGNATION -  T 1014
 AW2451  PID         -  AW2451
 AW2451  STATE/COUNTY-  TX/JEFFERSON
 AW2451  USGS QUAD   -  STAR LAKE (1994)
 AW2451
 AW2451                         *CURRENT SURVEY CONTROL
 AW2451  ___________________________________________________________________
 AW2451* NAD 83(1986)-  29 38 30.     (N)    094 08 46.     (W)     SCALED    
 AW2451* NAVD 88     -         1.83   (+/-2cm)       6.0    (feet)  VERTCON   
 AW2451  ___________________________________________________________________
 AW2451  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW2451
 AW2451  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2451
 AW2451.The horizontal coordinates were scaled from a topographic map and have
 AW2451.an estimated accuracy of +/- 6 seconds.
 AW2451
 AW2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2451.The vertical order pertains to the NGVD 29 superseded value.
 AW2451
 AW2451.The geoid height was determined by GEOID03.
 AW2451
 AW2451;                    North         East    Units  Estimated Accuracy
 AW2451;SPC TXSC     - 4,210,160.    1,069,820.      MT  (+/- 180 meters Scaled)
 AW2451
 AW2451                          SUPERSEDED SURVEY CONTROL
 AW2451
 AW2451  NGVD 29 (??/??/92)    1.825  (m)            5.99   (f) ADJ UNCH    1 2
 AW2451
 AW2451.Superseded values are not recommended for survey control.
 AW2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2451.See file dsdata.txt to determine how the superseded data were derived.
 AW2451
 AW2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN890796(NAD 83)
 AW2451_MARKER: DB = BENCH MARK DISK
 AW2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2451_STAMPING: T 1014 1953
 AW2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2451+STABILITY: SURFACE MOTION
 AW2451
 AW2451  HISTORY     - Date     Condition        Report By
 AW2451  HISTORY     - 1953     MONUMENTED       CGS
 AW2451  HISTORY     - 1958     GOOD             NGS
 AW2451  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2451
 AW2451                          STATION DESCRIPTION
 AW2451
 AW2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2451'17.15 MI NE FROM HIGH ISLAND.
 AW2451'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2451'AT HIGH ISLAND, THENCE ABOUT 16.25 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2451'87, OR ABOUT 16.65 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE
 AW2451'DICK DOWLING MONUMENT AT SABINE PASS, 45 FEET NORTHWEST OF THE CENTER
 AW2451'LINE OF THE HIGHWAY 20 FEET NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF
 AW2451'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF
 AW2451'A CONCRETE POST PROJECTING 2 INCHES.
 AW2451
 AW2451                          STATION RECOVERY (2002)
 AW2451
 AW2451'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0453 ***********************************************************************
 AV0453  DESIGNATION -  T 1015
 AV0453  PID         -  AV0453
 AV0453  STATE/COUNTY-  TX/JEFFERSON
 AV0453  USGS QUAD   -  TEXAS POINT (1993)
 AV0453
 AV0453                         *CURRENT SURVEY CONTROL
 AV0453  ___________________________________________________________________
 AV0453* NAD 83(1986)-  29 42 55.     (N)    093 51 48.     (W)     SCALED    
 AV0453* NAVD 88     -         1.79   (+/-2cm)       5.9    (feet)  VERTCON   
 AV0453  ___________________________________________________________________
 AV0453  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AV0453
 AV0453  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0453
 AV0453.The horizontal coordinates were scaled from a topographic map and have
 AV0453.an estimated accuracy of +/- 6 seconds.
 AV0453
 AV0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0453.The vertical order pertains to the NGVD 29 superseded value.
 AV0453
 AV0453.The geoid height was determined by GEOID03.
 AV0453
 AV0453;                    North         East    Units  Estimated Accuracy
 AV0453;SPC TXSC     - 4,219,480.    1,096,810.      MT  (+/- 180 meters Scaled)
 AV0453
 AV0453                          SUPERSEDED SURVEY CONTROL
 AV0453
 AV0453  NGVD 29 (??/??/??)    1.783  (m)            5.85   (f) ADJUSTED    1 2
 AV0453
 AV0453.Superseded values are not recommended for survey control.
 AV0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0453.See file dsdata.txt to determine how the superseded data were derived.
 AV0453
 AV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN164875(NAD 83)
 AV0453_MARKER: DB = BENCH MARK DISK
 AV0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0453_SP_SET: FOUNDATION
 AV0453_STAMPING: T 1015 1953
 AV0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0453
 AV0453  HISTORY     - Date     Condition        Report By
 AV0453  HISTORY     - 1953     MONUMENTED       CGS
 AV0453  HISTORY     - 1958     GOOD             CGS
 AV0453  HISTORY     - 1960     GOOD             CGS
 AV0453  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0453  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0453  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0453  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 AV0453  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0453  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0453  HISTORY     - 20010331 GOOD             NGS
 AV0453  HISTORY     - 20050316 MARK NOT FOUND   USPSQD
 AV0453
 AV0453                          STATION DESCRIPTION
 AV0453
 AV0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0453'3.05 MI SE FROM SABINE PASS.
 AV0453'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0453'MONUMENT AT SABINE PASS, THENCE ABOUT 2.5 MILES SOUTHEAST ALONG AN
 AV0453'OILED ROAD, ABOUT 0.8 MILE SOUTHEAST OF THE SETTLEMENT OF SABINE, AT
 AV0453'THE JUNCTION OF A ROAD LEADING NORTHEAST TO THE PASS CANAL, 54 FEET
 AV0453'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 29 FEET SOUTHWEST OF A
 AV0453'FENCE, IN LINE WITH THE EXTENDED CENTER LINE OF THE ROAD LEADING
 AV0453'NORTHEAST, AND IN THE TOP OF THE NORTHEAST END OF A 2 X 8 FEET
 AV0453'CONCRETE FOUNDATION OF THE MOST NORTHWESTERLY ONE OF A GROUP OF
 AV0453'CONCRETE FOUNDATIONS.
 AV0453
 AV0453                          STATION RECOVERY (1960)
 AV0453
 AV0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 AV0453'RECOVERED IN GOOD CONDITION.
 AV0453
 AV0453                          STATION RECOVERY (1984)
 AV0453
 AV0453'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0453'MARK NOT FOUND.
 AV0453
 AV0453                          STATION RECOVERY (1987)
 AV0453
 AV0453'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0453'MARK NOT FOUND.
 AV0453
 AV0453                          STATION RECOVERY (1989)
 AV0453
 AV0453'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0453'MARK NOT FOUND.
 AV0453
 AV0453                          STATION RECOVERY (1994)
 AV0453
 AV0453'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0453'MARK NOT FOUND.
 AV0453
 AV0453                          STATION RECOVERY (2001)
 AV0453
 AV0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0453'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0453
 AV0453                          STATION RECOVERY (2001)
 AV0453
 AV0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0453'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0453
 AV0453                          STATION RECOVERY (2001)
 AV0453
 AV0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0453'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0453
 AV0453                          STATION RECOVERY (2005)
 AV0453
 AV0453'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0269 ***********************************************************************
 BL0269  DESIGNATION -  T 1016
 BL0269  PID         -  BL0269
 BL0269  STATE/COUNTY-  TX/JEFFERSON
 BL0269  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0269
 BL0269                         *CURRENT SURVEY CONTROL
 BL0269  ___________________________________________________________________
 BL0269* NAD 83(1986)-  30 00 46.     (N)    094 04 43.     (W)     SCALED    
 BL0269* NAVD 88     -         4.97   (+/-2cm)      16.3    (feet)  VERTCON   
 BL0269  ___________________________________________________________________
 BL0269  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0269
 BL0269  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0269
 BL0269.The horizontal coordinates were scaled from a topographic map and have
 BL0269.an estimated accuracy of +/- 6 seconds.
 BL0269
 BL0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0269.The vertical order pertains to the NGVD 29 superseded value.
 BL0269
 BL0269.The geoid height was determined by GEOID03.
 BL0269
 BL0269;                    North         East    Units  Estimated Accuracy
 BL0269;SPC TXSC     - 4,251,530.    1,074,610.      MT  (+/- 180 meters Scaled)
 BL0269
 BL0269                          SUPERSEDED SURVEY CONTROL
 BL0269
 BL0269  NGVD 29 (??/??/92)    4.967  (m)           16.30   (f) ADJ UNCH    1 2
 BL0269
 BL0269.Superseded values are not recommended for survey control.
 BL0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0269.See file dsdata.txt to determine how the superseded data were derived.
 BL0269
 BL0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP959206(NAD 83)
 BL0269_MARKER: DB = BENCH MARK DISK
 BL0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0269_SP_SET: FOOTINGS
 BL0269_STAMPING: T 1016 1954
 BL0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0269
 BL0269  HISTORY     - Date     Condition        Report By
 BL0269  HISTORY     - 1954     MONUMENTED       CGS
 BL0269  HISTORY     - 1972     GOOD             NGS
 BL0269  HISTORY     - 1988     GOOD             USPSQD
 BL0269  HISTORY     - 19890506 GOOD             USPSQD
 BL0269  HISTORY     - 19940817 GOOD             USPSQD
 BL0269  HISTORY     - 20010119 GOOD             USPSQD
 BL0269  HISTORY     - 20010331 GOOD             NGS
 BL0269  HISTORY     - 20010331 GOOD             NGS
 BL0269  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 BL0269  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 BL0269
 BL0269                          STATION DESCRIPTION
 BL0269
 BL0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0269'4.45 MI SE FROM BEAUMONT.
 BL0269'4.45 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BL0269'CROSSING OF COLLEGE STREET AT BEAUMONT, 70.0 FEET SOUTHWEST OF THE
 BL0269'SOUTHWEST RAIL, 84 YARDS (P) SOUTHEAST OF EXTENDED CENTER LINE OF
 BL0269'LLEBRANDT DRIVE, 47.0 FEET NORTHEAST OF CENTER LINE OF A PAVED ROAD,
 BL0269'SET IN TOP AND CENTER OF MOST NORTH WESTERLY ONE OF A GROUP OF OIL
 BL0269'WELL DERRICK FOOTINGS.  0.9 MILE SOUTHEAST OF B 1201.  0.95 MILES
 BL0269'NORTHWEST OF BM R 1016.  ABOUT 3 FEET ABOVE GROUND LEVEL.
 BL0269
 BL0269                          STATION RECOVERY (1988)
 BL0269
 BL0269'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 BL0269'RECOVERED IN GOOD CONDITION.
 BL0269
 BL0269                          STATION RECOVERY (1989)
 BL0269
 BL0269'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0269'RECOVERED IN GOOD CONDITION.
 BL0269
 BL0269                          STATION RECOVERY (1994)
 BL0269
 BL0269'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0269'RECOVERED IN GOOD CONDITION.
 BL0269
 BL0269                          STATION RECOVERY (2001)
 BL0269
 BL0269'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL0269'RECOVERED IN GOOD CONDITION.
 BL0269
 BL0269                          STATION RECOVERY (2001)
 BL0269
 BL0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0269'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0269
 BL0269                          STATION RECOVERY (2001)
 BL0269
 BL0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0269'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0269
 BL0269                          STATION RECOVERY (2003)
 BL0269
 BL0269'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0269'MARK NOT FOUND.
 BL0269
 BL0269                          STATION RECOVERY (2004)
 BL0269
 BL0269'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2386 ***********************************************************************
 AW2386  DESIGNATION -  T 1017
 AW2386  PID         -  AW2386
 AW2386  STATE/COUNTY-  TX/JEFFERSON
 AW2386  USGS QUAD   -  FANNETT EAST (1964)
 AW2386
 AW2386                         *CURRENT SURVEY CONTROL
 AW2386  ___________________________________________________________________
 AW2386* NAD 83(1986)-  29 57 58.     (N)    094 13 13.     (W)     SCALED    
 AW2386* NAVD 88     -         5.64   (+/-2cm)      18.5    (feet)  VERTCON   
 AW2386  ___________________________________________________________________
 AW2386  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW2386
 AW2386  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2386
 AW2386.The horizontal coordinates were scaled from a topographic map and have
 AW2386.an estimated accuracy of +/- 6 seconds.
 AW2386
 AW2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2386.The vertical order pertains to the NGVD 29 superseded value.
 AW2386
 AW2386.The geoid height was determined by GEOID03.
 AW2386
 AW2386;                    North         East    Units  Estimated Accuracy
 AW2386;SPC TXSC     - 4,245,800.    1,061,170.      MT  (+/- 180 meters Scaled)
 AW2386
 AW2386                          SUPERSEDED SURVEY CONTROL
 AW2386
 AW2386  NGVD 29 (??/??/92)    5.650  (m)           18.54   (f) ADJ UNCH    1 2
 AW2386
 AW2386.Superseded values are not recommended for survey control.
 AW2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2386.See file dsdata.txt to determine how the superseded data were derived.
 AW2386
 AW2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP822156(NAD 83)
 AW2386_MARKER: DB = BENCH MARK DISK
 AW2386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2386_SP_SET: CONCRETE BASE
 AW2386_STAMPING: T 1017 1954
 AW2386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2386+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW2386
 AW2386  HISTORY     - Date     Condition        Report By
 AW2386  HISTORY     - 1954     MONUMENTED       CGS
 AW2386  HISTORY     - 1958     GOOD             NGS
 AW2386  HISTORY     - 1987     GOOD             USPSQD
 AW2386  HISTORY     - 19870421 GOOD             USPSQD
 AW2386  HISTORY     - 1988     GOOD             USPSQD
 AW2386  HISTORY     - 19930127 GOOD             USPSQD
 AW2386  HISTORY     - 20010331 GOOD             NGS
 AW2386  HISTORY     - 20040322 GOOD             USPSQD
 AW2386  HISTORY     - 20060305 GOOD             USPSQD
 AW2386
 AW2386                          STATION DESCRIPTION
 AW2386
 AW2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2386'1.8 MI SW FROM CHEEK.
 AW2386'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE SCHOOLHOUSE
 AW2386'AT CHEEK, 22 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN
 AW2386'THE TOP OF THE CONCRETE BASE OF THE NORTHWEST GUARD RAIL, AND ABOUT 1
 AW2386'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AW2386
 AW2386                          STATION RECOVERY (1987)
 AW2386
 AW2386'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2386'RECOVERED IN GOOD CONDITION.
 AW2386
 AW2386                          STATION RECOVERY (1987)
 AW2386
 AW2386'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 AW2386'RECOVERED IN GOOD CONDITION.
 AW2386
 AW2386                          STATION RECOVERY (1988)
 AW2386
 AW2386'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW2386'RECOVERED IN GOOD CONDITION.
 AW2386
 AW2386                          STATION RECOVERY (1993)
 AW2386
 AW2386'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 AW2386'RECOVERED IN GOOD CONDITION.
 AW2386
 AW2386                          STATION RECOVERY (2001)
 AW2386
 AW2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2386'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2386
 AW2386                          STATION RECOVERY (2004)
 AW2386
 AW2386'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2386'RECOVERED IN GOOD CONDITION.
 AW2386
 AW2386                          STATION RECOVERY (2006)
 AW2386
 AW2386'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2386'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3089 ***********************************************************************
 AW3089  DESIGNATION -  T 1018
 AW3089  PID         -  AW3089
 AW3089  STATE/COUNTY-  TX/LIBERTY
 AW3089  USGS QUAD   -  SHILOH (1993)
 AW3089
 AW3089                         *CURRENT SURVEY CONTROL
 AW3089  ___________________________________________________________________
 AW3089* NAD 83(1986)-  29 54 43.     (N)    094 41 53.     (W)     SCALED    
 AW3089* NAVD 88     -        12.15   (+/-2cm)      39.9    (feet)  VERTCON   
 AW3089  ___________________________________________________________________
 AW3089  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW3089
 AW3089  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3089
 AW3089.The horizontal coordinates were scaled from a topographic map and have
 AW3089.an estimated accuracy of +/- 6 seconds.
 AW3089
 AW3089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3089.The vertical order pertains to the NGVD 29 superseded value.
 AW3089
 AW3089.The geoid height was determined by GEOID03.
 AW3089
 AW3089;                    North         East    Units  Estimated Accuracy
 AW3089;SPC TX C     - 3,040,970.    1,244,010.      MT  (+/- 180 meters Scaled)
 AW3089
 AW3089                          SUPERSEDED SURVEY CONTROL
 AW3089
 AW3089  NGVD 29 (??/??/92)   12.149  (m)           39.86   (f) ADJ UNCH    1 2
 AW3089
 AW3089.Superseded values are not recommended for survey control.
 AW3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3089.See file dsdata.txt to determine how the superseded data were derived.
 AW3089
 AW3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP360102(NAD 83)
 AW3089_MARKER: DB = BENCH MARK DISK
 AW3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3089_STAMPING: T 1018 1954
 AW3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3089+STABILITY: SURFACE MOTION
 AW3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3089+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3089
 AW3089  HISTORY     - Date     Condition        Report By
 AW3089  HISTORY     - 1954     MONUMENTED       CGS
 AW3089  HISTORY     - 1959     GOOD             NGS
 AW3089  HISTORY     - 20040407 GOOD             USPSQD
 AW3089  HISTORY     - 20050515 GOOD             USPSQD
 AW3089
 AW3089                          STATION DESCRIPTION
 AW3089
 AW3089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3089'13.2 MI SE FROM LIBERTY.
 AW3089'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3089'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 12.6 MILES SOUTHEAST
 AW3089'ALONG FARM ROAD 563, ABOUT 350 FEET NORTH OF A SMALL FARMHOUSE, AT A
 AW3089'PIPE LINE CROSSING, 71 FEET EAST OF THE CENTER LINE OF THE ROAD, 31
 AW3089'FEET EAST OF A FENCE, 14 FEET NORTHEAST OF A 27-INCH OAK TREE, 6 1/2
 AW3089'FEET SOUTHEAST OF A 26-INCH GUM TREE, 1 1/2 FEET SOUTH OF A FENCE, 31
 AW3089'1/2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 AW3089'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW3089
 AW3089                          STATION RECOVERY (2004)
 AW3089
 AW3089'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3089'RECOVERED IN GOOD CONDITION.
 AW3089
 AW3089                          STATION RECOVERY (2005)
 AW3089
 AW3089'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0424 ***********************************************************************
 AW0424  DESIGNATION -  T 1019
 AW0424  PID         -  AW0424
 AW0424  STATE/COUNTY-  TX/HARRIS
 AW0424  USGS QUAD   -  JACINTO CITY (1982)
 AW0424
 AW0424                         *CURRENT SURVEY CONTROL
 AW0424  ___________________________________________________________________
 AW0424* NAD 83(1986)-  29 48 22.     (N)    095 10 38.     (W)     SCALED    
 AW0424* NAVD 88     -        11.01   (+/-2cm)      36.1    (feet)  VERTCON   
 AW0424  ___________________________________________________________________
 AW0424  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0424
 AW0424  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0424
 AW0424.The horizontal coordinates were scaled from a topographic map and have
 AW0424.an estimated accuracy of +/- 6 seconds.
 AW0424
 AW0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0424.The vertical order pertains to the NGVD 29 superseded value.
 AW0424
 AW0424.The geoid height was determined by GEOID03.
 AW0424
 AW0424;                    North         East    Units  Estimated Accuracy
 AW0424;SPC TXSC     - 4,224,680.      969,460.      MT  (+/- 180 meters Scaled)
 AW0424
 AW0424                          SUPERSEDED SURVEY CONTROL
 AW0424
 AW0424  NGVD 29 (??/??/92)   11.002  (m)           36.10   (f) ADJ UNCH    1 2
 AW0424
 AW0424.Superseded values are not recommended for survey control.
 AW0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0424.See file dsdata.txt to determine how the superseded data were derived.
 AW0424
 AW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN895992(NAD 83)
 AW0424_MARKER: DB = BENCH MARK DISK
 AW0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0424_STAMPING: T 1019 1954
 AW0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0424+STABILITY: SURFACE MOTION
 AW0424
 AW0424  HISTORY     - Date     Condition        Report By
 AW0424  HISTORY     - 1954     MONUMENTED       CGS
 AW0424  HISTORY     - 1964     GOOD             NGS
 AW0424  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0424  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW0424
 AW0424                          STATION DESCRIPTION
 AW0424
 AW0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0424'6.15 MI N FROM GREENS BAYOU.
 AW0424'ABOUT 1.15 MILES WEST ALONG MARKET STREET FROM THE MARKET STREET
 AW0424'BAPTIST CHURCH AT GREENS BAYOU, THENCE 2.55 MILES NORTH ALONG MAXEY
 AW0424'ROAD, THENCE 2.45 MILES EAST ALONG WALLISVILLE ROAD, ABOUT 0.2 MILE
 AW0424'EAST OF THE INTERSECTION OF UVALDE ROAD, 69 FEET SOUTH OF THE CENTER
 AW0424'LINE OF THE ROAD, 98 FEET EAST OF THE CENTER OF THE INDUSTRIAL WATER
 AW0424'SUPPLY CANAL, 27 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 17 1/2 FEET
 AW0424'SOUTHWEST OF A 20-INCH PINE TREE, AND SET IN THE TOP OF A CONCRETE
 AW0424'POST PROJECTING 6 INCHES.
 AW0424
 AW0424                          STATION RECOVERY (1978)
 AW0424
 AW0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0424'NOT RECOVERED.
 AW0424
 AW0424                          STATION RECOVERY (1998)
 AW0424
 AW0424'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2132 ***********************************************************************
 BX2132  DESIGNATION -  T 102
 BX2132  PID         -  BX2132
 BX2132  STATE/COUNTY-  TX/JASPER
 BX2132  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2132
 BX2132                         *CURRENT SURVEY CONTROL
 BX2132  ___________________________________________________________________
 BX2132* NAD 83(1986)-  31 08 41.     (N)    093 59 02.     (W)     SCALED    
 BX2132* NAVD 88     -        62.88   (+/-2cm)     206.3    (feet)  VERTCON   
 BX2132  ___________________________________________________________________
 BX2132  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BX2132
 BX2132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2132
 BX2132.The horizontal coordinates were scaled from a topographic map and have
 BX2132.an estimated accuracy of +/- 6 seconds.
 BX2132
 BX2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2132.The vertical order pertains to the NGVD 29 superseded value.
 BX2132
 BX2132.The geoid height was determined by GEOID03.
 BX2132
 BX2132;                    North         East    Units  Estimated Accuracy
 BX2132;SPC TX C     - 3,181,120.    1,305,080.      MT  (+/- 180 meters Scaled)
 BX2132
 BX2132                          SUPERSEDED SURVEY CONTROL
 BX2132
 BX2132  NGVD 29 (??/??/??)   62.888  (m)          206.32   (f) ADJUSTED    2 0
 BX2132
 BX2132.Superseded values are not recommended for survey control.
 BX2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2132.See file dsdata.txt to determine how the superseded data were derived.
 BX2132
 BX2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ062460(NAD 83)
 BX2132_MARKER: DB = BENCH MARK DISK
 BX2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2132_STAMPING: T 102 1952
 BX2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2132+STABILITY: SURFACE MOTION
 BX2132
 BX2132  HISTORY     - Date     Condition        Report By
 BX2132  HISTORY     - 1952     MONUMENTED       CGS
 BX2132  HISTORY     - 1979     GOOD             USGS
 BX2132  HISTORY     - 20020712 MARK NOT FOUND   USPSQD
 BX2132
 BX2132                          STATION DESCRIPTION
 BX2132
 BX2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2132'0.75 MI SE FROM BROOKELAND.
 BX2132'0.75 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BX2132'FROM THE STATION AT BROOKELAND, AT A ROAD CROSSING, 58 FEET NORTHEAST
 BX2132'OF THE NORTHEAST RAIL, 54 FEET NORTH OF THE CENTER LINE OF A GRADED
 BX2132'DIRT ROAD, 38 FEET NORTHEAST OF A WARNING LIGHT, 32.6 FEET SOUTHWEST
 BX2132'OF A FENCE, 17.6 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST
 BX2132'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BX2132'0.5 FOOT ABOVE THE GROUND.
 BX2132
 BX2132                          STATION RECOVERY (1979)
 BX2132
 BX2132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX2132'IN JASPER COUNTY, 0.8 MILE NE AND SE ALONG FARM ROAD 149 FROM THE
 BX2132'POST OFFICE AT BROOKELAND TO INTERSECTION WITH US HWY. 96, THENCE
 BX2132'0.25 MILE SOUTH ALONG HWY. 96 TO A GRAVEL CROSSROAD, 193 FEET SE
 BX2132'ALONG GRAVEL ROAD AND 54 FEET NE OF GRAVEL ROAD, SET IN THE TOP OF A
 BX2132'CONCRETE POST WHICH PROJECTS 3.5 FEET ABOVE THE GROUND.
 BX2132
 BX2132                          STATION RECOVERY (2002)
 BX2132
 BX2132'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BX2132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0039 ***********************************************************************
 CR0039  DESIGNATION -  T 1021
 CR0039  PID         -  CR0039
 CR0039  STATE/COUNTY-  TX/HARRISON
 CR0039  USGS QUAD   -  LATEX (1978)
 CR0039
 CR0039                         *CURRENT SURVEY CONTROL
 CR0039  ___________________________________________________________________
 CR0039* NAD 83(1986)-  32 34 39.     (N)    094 06 15.     (W)     SCALED    
 CR0039* NAVD 88     -        95.736  (meters)     314.09   (feet)  ADJUSTED  
 CR0039  ___________________________________________________________________
 CR0039  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CR0039  DYNAMIC HT  -          95.628 (meters)     313.74  (feet)  COMP
 CR0039  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 CR0039
 CR0039  VERT ORDER  -  FIRST     CLASS II
 CR0039
 CR0039.The horizontal coordinates were scaled from a topographic map and have
 CR0039.an estimated accuracy of +/- 6 seconds.
 CR0039
 CR0039.The orthometric height was determined by differential leveling
 CR0039.and adjusted by the National Geodetic Survey in June 1991..
 CR0039
 CR0039.The geoid height was determined by GEOID03.
 CR0039
 CR0039.The dynamic height is computed by dividing the NAVD 88
 CR0039.geopotential number by the normal gravity value computed on the
 CR0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0039.degrees latitude (g = 980.6199 gals.).
 CR0039
 CR0039.The modeled gravity was interpolated from observed gravity values.
 CR0039
 CR0039;                    North         East    Units  Estimated Accuracy
 CR0039;SPC TXNC     - 2,109,640.    1,012,590.      MT  (+/- 180 meters Scaled)
 CR0039
 CR0039                          SUPERSEDED SURVEY CONTROL
 CR0039
 CR0039  NGVD 29 (??/??/92)   95.800  (m)          314.30   (f) ADJ UNCH    1 2
 CR0039
 CR0039.Superseded values are not recommended for survey control.
 CR0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0039.See file dsdata.txt to determine how the superseded data were derived.
 CR0039
 CR0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS963049(NAD 83)
 CR0039_MARKER: DB = BENCH MARK DISK
 CR0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0039_STAMPING: T 1021 1954
 CR0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0039+STABILITY: SURFACE MOTION
 CR0039
 CR0039  HISTORY     - Date     Condition        Report By
 CR0039  HISTORY     - 1954     MONUMENTED       CGS
 CR0039  HISTORY     - 1961     GOOD             NGS
 CR0039  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0039
 CR0039                          STATION DESCRIPTION
 CR0039
 CR0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0039'7.0 MI NW FROM WASKOM.
 CR0039'7.0 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0039'STATION AT WASKOM, 4 POLES NORTHWEST OF THE STATION SIGN AT LOTTA, 184
 CR0039'FEET NORTHWEST OF THE NORTHWEST CORNER OF A COTTON GIN, 83 FEET
 CR0039'NORTHEAST OF THE NORTHEAST RAIL, 61 FEET EAST OF THE CENTER LINE OF A
 CR0039'DIRT ROAD, 31 FEET NORTH OF A POWER POLE, 10 FEET ABOVE THE LEVEL OF
 CR0039'THE ROAD, 2.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CR0039'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE
 CR0039'RAILROAD TRACK HAS BEEN DESTROYED, BUT THE OLD RAILROAD BED CAN STILL
 CR0039'BE SEEN.  MARK CAN ALSO BE REACHED FROM WASKOM, TEXAS BY GOING NORTH
 CR0039'ON N. LAKE STREET PAST LIONS PARK, TURN LEFT (WEST) ON HEARNE STREET
 CR0039'AND FOLLOW TO CROSS OF OLD RAILROAD BED, CONTINUE NORTH FOR 0.65 MILE,
 CR0039'THEN RIGHT ON DIRT ROAD FOR 1.8 MILES, THEN RIGHT ON DIRT ROAD FOR 1.9
 CR0039'MILES, THEN LEFT ON BLACK TOP ROAD FOR 0.1 MILE TO OLD RAILROAD
 CR0039'CROSSING AND MARK.
 CR0039
 CR0039                          STATION RECOVERY (1961)
 CR0039
 CR0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CR0039'RECOVERED IN GOOD CONDITION.
 CR0039
 CR0039                          STATION RECOVERY (1998)
 CR0039
 CR0039'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0022 ***********************************************************************
 CR0022  DESIGNATION -  T 1022
 CR0022  PID         -  CR0022
 CR0022  STATE/COUNTY-  TX/HARRISON
 CR0022  USGS QUAD   -  WOODLAWN (1978)
 CR0022
 CR0022                         *CURRENT SURVEY CONTROL
 CR0022  ___________________________________________________________________
 CR0022* NAD 83(1986)-  32 43 51.     (N)    094 15 55.     (W)     SCALED    
 CR0022* NAVD 88     -        56.994  (meters)     186.99   (feet)  ADJUSTED  
 CR0022  ___________________________________________________________________
 CR0022  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR0022  DYNAMIC HT  -          56.930 (meters)     186.78  (feet)  COMP
 CR0022  MODELED GRAV-     979,519.3   (mgal)                       NAVD 88
 CR0022
 CR0022  VERT ORDER  -  FIRST     CLASS II
 CR0022
 CR0022.The horizontal coordinates were scaled from a topographic map and have
 CR0022.an estimated accuracy of +/- 6 seconds.
 CR0022
 CR0022.The orthometric height was determined by differential leveling
 CR0022.and adjusted by the National Geodetic Survey in June 1991..
 CR0022
 CR0022.The geoid height was determined by GEOID03.
 CR0022
 CR0022.The dynamic height is computed by dividing the NAVD 88
 CR0022.geopotential number by the normal gravity value computed on the
 CR0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0022.degrees latitude (g = 980.6199 gals.).
 CR0022
 CR0022.The modeled gravity was interpolated from observed gravity values.
 CR0022
 CR0022;                    North         East    Units  Estimated Accuracy
 CR0022;SPC TXNC     - 2,126,000.      996,790.      MT  (+/- 180 meters Scaled)
 CR0022
 CR0022                          SUPERSEDED SURVEY CONTROL
 CR0022
 CR0022  NGVD 29 (??/??/92)   57.055  (m)          187.19   (f) ADJ UNCH    1 2
 CR0022
 CR0022.Superseded values are not recommended for survey control.
 CR0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0022.See file dsdata.txt to determine how the superseded data were derived.
 CR0022
 CR0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS814221(NAD 83)
 CR0022_MARKER: DB = BENCH MARK DISK
 CR0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0022_STAMPING: T 1022 1954
 CR0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0022+STABILITY: SURFACE MOTION
 CR0022
 CR0022  HISTORY     - Date     Condition        Report By
 CR0022  HISTORY     - 1954     MONUMENTED       CGS
 CR0022  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0022
 CR0022                          STATION DESCRIPTION
 CR0022
 CR0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0022'5.2 MI SE FROM JEFFERSON.
 CR0022'5.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0022'STATION AT JEFFERSON, 4 1/2 POLES WEST OF MILEPOST T - 44, 46 FEET
 CR0022'SOUTH OF THE SOUTH RAIL, 4.3 FEET NORTHEAST OF A 12 INCH TREE, 1 FOOT
 CR0022'NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CR0022'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CR0022
 CR0022                          STATION RECOVERY (1998)
 CR0022
 CR0022'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0412 ***********************************************************************
 DM0412  DESIGNATION -  T 1024
 DM0412  PID         -  DM0412
 DM0412  STATE/COUNTY-  TX/HOPKINS
 DM0412  USGS QUAD   -  COMO (1964)
 DM0412
 DM0412                         *CURRENT SURVEY CONTROL
 DM0412  ___________________________________________________________________
 DM0412* NAD 83(1986)-  33 04 08.     (N)    095 29 09.     (W)     SCALED    
 DM0412* NAVD 88     -       161.406  (meters)     529.55   (feet)  ADJUSTED  
 DM0412  ___________________________________________________________________
 DM0412  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DM0412  DYNAMIC HT  -         161.228 (meters)     528.96  (feet)  COMP
 DM0412  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DM0412
 DM0412  VERT ORDER  -  FIRST     CLASS II
 DM0412
 DM0412.The horizontal coordinates were scaled from a topographic map and have
 DM0412.an estimated accuracy of +/- 6 seconds.
 DM0412
 DM0412.The orthometric height was determined by differential leveling
 DM0412.and adjusted by the National Geodetic Survey in June 1991..
 DM0412
 DM0412.The geoid height was determined by GEOID03.
 DM0412
 DM0412.The dynamic height is computed by dividing the NAVD 88
 DM0412.geopotential number by the normal gravity value computed on the
 DM0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0412.degrees latitude (g = 980.6199 gals.).
 DM0412
 DM0412.The modeled gravity was interpolated from observed gravity values.
 DM0412
 DM0412;                    North         East    Units  Estimated Accuracy
 DM0412;SPC TXNC     - 2,159,530.      881,390.      MT  (+/- 180 meters Scaled)
 DM0412
 DM0412                          SUPERSEDED SURVEY CONTROL
 DM0412
 DM0412  NGVD 29 (??/??/92)  161.405  (m)          529.54   (f) ADJ UNCH    1 2
 DM0412
 DM0412.Superseded values are not recommended for survey control.
 DM0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0412.See file dsdata.txt to determine how the superseded data were derived.
 DM0412
 DM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS679616(NAD 83)
 DM0412_MARKER: DB = BENCH MARK DISK
 DM0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0412_STAMPING: T 1024 1954
 DM0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0412+STABILITY: SURFACE MOTION
 DM0412
 DM0412  HISTORY     - Date     Condition        Report By
 DM0412  HISTORY     - 1954     MONUMENTED       CGS
 DM0412  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 DM0412
 DM0412                          STATION DESCRIPTION
 DM0412
 DM0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0412'8.3 MI SE FROM SULPHUR SPRINGS.
 DM0412'8.3 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0412'STATION AT SULPHUR SPRINGS, 2 POLES NORTHWEST OF A PRIVATE ROAD
 DM0412'CROSSING, 44.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 17 FEET NORTHEAST
 DM0412'OF MILEPOST T - 132, 2.4 FEET SOUTHWEST OF A FENCE, 2.3 FEET NORTHWEST
 DM0412'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DM0412'0.4 FOOT ABOVE THE GROUND.
 DM0412
 DM0412                          STATION RECOVERY (1995)
 DM0412
 DM0412'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0291 ***********************************************************************
 CR0291  DESIGNATION -  T 1025
 CR0291  PID         -  CR0291
 CR0291  STATE/COUNTY-  TX/FRANKLIN
 CR0291  USGS QUAD   -  NEWSOME (1980)
 CR0291
 CR0291                         *CURRENT SURVEY CONTROL
 CR0291  ___________________________________________________________________
 CR0291* NAD 83(1986)-  32 58 26.     (N)    095 10 47.     (W)     SCALED    
 CR0291* NAVD 88     -       110.386  (meters)     362.16   (feet)  ADJUSTED  
 CR0291  ___________________________________________________________________
 CR0291  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CR0291  DYNAMIC HT  -         110.262 (meters)     361.75  (feet)  COMP
 CR0291  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 CR0291
 CR0291  VERT ORDER  -  FIRST     CLASS II
 CR0291
 CR0291.The horizontal coordinates were scaled from a topographic map and have
 CR0291.an estimated accuracy of +/- 6 seconds.
 CR0291
 CR0291.The orthometric height was determined by differential leveling
 CR0291.and adjusted by the National Geodetic Survey in June 1991..
 CR0291
 CR0291.The geoid height was determined by GEOID03.
 CR0291
 CR0291.The dynamic height is computed by dividing the NAVD 88
 CR0291.geopotential number by the normal gravity value computed on the
 CR0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0291.degrees latitude (g = 980.6199 gals.).
 CR0291
 CR0291.The modeled gravity was interpolated from observed gravity values.
 CR0291
 CR0291;                    North         East    Units  Estimated Accuracy
 CR0291;SPC TXNC     - 2,149,860.      910,290.      MT  (+/- 180 meters Scaled)
 CR0291
 CR0291                          SUPERSEDED SURVEY CONTROL
 CR0291
 CR0291  NGVD 29 (??/??/92)  110.398  (m)          362.20   (f) ADJ UNCH    1 2
 CR0291
 CR0291.Superseded values are not recommended for survey control.
 CR0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0291.See file dsdata.txt to determine how the superseded data were derived.
 CR0291
 CR0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS962505(NAD 83)
 CR0291_MARKER: DB = BENCH MARK DISK
 CR0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0291_STAMPING: T 1025 1954
 CR0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0291+STABILITY: SURFACE MOTION
 CR0291
 CR0291  HISTORY     - Date     Condition        Report By
 CR0291  HISTORY     - 1954     MONUMENTED       CGS
 CR0291
 CR0291                          STATION DESCRIPTION
 CR0291
 CR0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0291'6.7 MI E FROM WINNSBORO.
 CR0291'6.7 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0291'STATION AT WINNSBORO, 9 POLES EAST OF THE CROSSING OF FARM ROAD 115,
 CR0291'1/2 POLE EAST OF MILEPOST T - 111, 25 FEET SOUTH OF THE SOUTH RAIL, 17
 CR0291'FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 CR0291'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0177 ***********************************************************************
 BM0177  DESIGNATION -  T 1027
 BM0177  PID         -  BM0177
 BM0177  STATE/COUNTY-  TX/AUSTIN
 BM0177  USGS QUAD   -  BUCKHORN (1989)
 BM0177
 BM0177                         *CURRENT SURVEY CONTROL
 BM0177  ___________________________________________________________________
 BM0177* NAD 83(1986)-  30 01 00.     (N)    096 07 48.     (W)     SCALED    
 BM0177* NAVD 88     -        54.56   (+/-2cm)     179.0    (feet)  VERTCON   
 BM0177  ___________________________________________________________________
 BM0177  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BM0177
 BM0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0177
 BM0177.The horizontal coordinates were scaled from a topographic map and have
 BM0177.an estimated accuracy of +/- 6 seconds.
 BM0177
 BM0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0177.The vertical order pertains to the NGVD 29 superseded value.
 BM0177
 BM0177.The geoid height was determined by GEOID03.
 BM0177
 BM0177;                    North         East    Units  Estimated Accuracy
 BM0177;SPC TXSC     - 4,245,370.      876,820.      MT  (+/- 180 meters Scaled)
 BM0177
 BM0177                          SUPERSEDED SURVEY CONTROL
 BM0177
 BM0177  NGVD 29 (??/??/92)   54.540  (m)          178.94   (f) ADJ UNCH    2 0
 BM0177
 BM0177.Superseded values are not recommended for survey control.
 BM0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0177.See file dsdata.txt to determine how the superseded data were derived.
 BM0177
 BM0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU768241(NAD 83)
 BM0177_MARKER: DB = BENCH MARK DISK
 BM0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0177_STAMPING: T 1027 1954
 BM0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0177+STABILITY: SURFACE MOTION
 BM0177
 BM0177  HISTORY     - Date     Condition        Report By
 BM0177  HISTORY     - 1954     MONUMENTED       CGS
 BM0177  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0177
 BM0177                          STATION DESCRIPTION
 BM0177
 BM0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0177'0.3 MI S FROM COCHRAN.
 BM0177'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE ELEMENTARY SCHOOL AT
 BM0177'COCHRAN, 30 FEET WEST OF THE CENTER LINE OF A PAVED ROAD, 250 FEET
 BM0177'NORTH OF THE CENTER LINE OF A PAVED STREET LEADING EAST, 6 FEET NORTH
 BM0177'OF A POWER POLE, 2.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BM0177'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0177
 BM0177                          STATION RECOVERY (1999)
 BM0177
 BM0177'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1617 ***********************************************************************
 BL1617  DESIGNATION -  T 1028
 BL1617  PID         -  BL1617
 BL1617  STATE/COUNTY-  TX/HARRIS
 BL1617  USGS QUAD   -  HOCKLEY (1980)
 BL1617
 BL1617                         *CURRENT SURVEY CONTROL
 BL1617  ___________________________________________________________________
 BL1617* NAD 83(1986)-  30 02 00.     (N)    095 51 44.     (W)     SCALED    
 BL1617* NAVD 88     -        69.86   (+/-2cm)     229.2    (feet)  VERTCON   
 BL1617  ___________________________________________________________________
 BL1617  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1617
 BL1617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1617
 BL1617.The horizontal coordinates were scaled from a topographic map and have
 BL1617.an estimated accuracy of +/- 6 seconds.
 BL1617
 BL1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1617.The vertical order pertains to the NGVD 29 superseded value.
 BL1617
 BL1617.The geoid height was determined by GEOID03.
 BL1617
 BL1617;                    North         East    Units  Estimated Accuracy
 BL1617;SPC TXSC     - 4,247,880.      902,600.      MT  (+/- 180 meters Scaled)
 BL1617
 BL1617                          SUPERSEDED SURVEY CONTROL
 BL1617
 BL1617  NGVD 29 (??/??/92)   69.856  (m)          229.19   (f) ADJ UNCH    2 0
 BL1617
 BL1617.Superseded values are not recommended for survey control.
 BL1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1617.See file dsdata.txt to determine how the superseded data were derived.
 BL1617
 BL1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP239259(NAD 83)
 BL1617_MARKER: DB = BENCH MARK DISK
 BL1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1617_STAMPING: T 1028 1954
 BL1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1617+STABILITY: SURFACE MOTION
 BL1617
 BL1617  HISTORY     - Date     Condition        Report By
 BL1617  HISTORY     - 1954     MONUMENTED       CGS
 BL1617  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1617  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1617
 BL1617                          STATION DESCRIPTION
 BL1617
 BL1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1617'1.1 MI W FROM HOCKLEY.
 BL1617'1.1 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 BL1617'RAILROAD STATION AT HOCKLEY, 59 FEET SOUTH OF THE CENTER LINE OF THE
 BL1617'HIGHWAY, 35 FEET NORTH OF THE NORTH RAIL OF THE TEXAS AND NEW ORLEANS
 BL1617'RAILROAD, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1617'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1617
 BL1617                          STATION RECOVERY (1978)
 BL1617
 BL1617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1617'NOT RECOVERED.
 BL1617
 BL1617                          STATION RECOVERY (1994)
 BL1617
 BL1617'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0172 ***********************************************************************
 BM0172  DESIGNATION -  T 1029 RESET 1957
 BM0172  PID         -  BM0172
 BM0172  STATE/COUNTY-  TX/AUSTIN
 BM0172  USGS QUAD   -  BUCKHORN (1989)
 BM0172
 BM0172                         *CURRENT SURVEY CONTROL
 BM0172  ___________________________________________________________________
 BM0172* NAD 83(1986)-  30 00 48.     (N)    096 09 50.     (W)     SCALED    
 BM0172* NAVD 88     -        53.41   (+/-2cm)     175.2    (feet)  VERTCON   
 BM0172  ___________________________________________________________________
 BM0172  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BM0172
 BM0172  VERT ORDER  -  THIRD (See Below)
 BM0172
 BM0172.The horizontal coordinates were scaled from a topographic map and have
 BM0172.an estimated accuracy of +/- 6 seconds.
 BM0172
 BM0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0172.The vertical order pertains to the NGVD 29 superseded value.
 BM0172
 BM0172.The geoid height was determined by GEOID03.
 BM0172
 BM0172;                    North         East    Units  Estimated Accuracy
 BM0172;SPC TXSC     - 4,244,920.      873,560.      MT  (+/- 180 meters Scaled)
 BM0172
 BM0172                          SUPERSEDED SURVEY CONTROL
 BM0172
 BM0172  NGVD 29 (01/29/03)   53.40   (m)          175.2    (f) RESET       3  
 BM0172
 BM0172.Superseded values are not recommended for survey control.
 BM0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0172.See file dsdata.txt to determine how the superseded data were derived.
 BM0172
 BM0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU735236(NAD 83)
 BM0172_MARKER: DB = BENCH MARK DISK
 BM0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0172_STAMPING: T 1029 RESET 1957
 BM0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0172+STABILITY: SURFACE MOTION
 BM0172
 BM0172  HISTORY     - Date     Condition        Report By
 BM0172  HISTORY     - 1957     MONUMENTED       CGS
 BM0172  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 BM0172
 BM0172                          STATION DESCRIPTION
 BM0172
 BM0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BM0172'7.0 MI NE FROM BELLVILLE.
 BM0172'ABOUT 7.0 MILES NORTHEAST ALONG STATE HIGHWAY NO. 159 FROM THE
 BM0172'JUNCTION WITH HIGHWAY NO. 36 IN BELLVILLE.  IT IS ABOUT 25 YARDS
 BM0172'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF A
 BM0172'FENCELINE ALONG THE SOUTHWEST SIDE OF A FARM ROAD LEADING TO A FARM
 BM0172'HOUSE ABOUT 1/4 MILE FROM THE HIGHWAY.  IT IS ABOUT 5 YARDS SOUTHEAST
 BM0172'OF THE RIGHT-OF-WAY FENCE AND 2 FEET SOUTHEAST OF A 4 X 4 POST.  A
 BM0172'STANDARD DISK STAMPED T 1029 RESET 1957 IN A CONCRETE POST WHICH IS
 BM0172'FLUSH WITH THE SURFACE OF THE GROUND.
 BM0172
 BM0172                          STATION RECOVERY (1999)
 BM0172
 BM0172'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0002 ***********************************************************************
 BO0002  DESIGNATION -  T 103 RESET 1947
 BO0002  PID         -  BO0002
 BO0002  STATE/COUNTY-  TX/SUTTON
 BO0002  USGS QUAD   -  BUFFALO WELL SW (1982)
 BO0002
 BO0002                         *CURRENT SURVEY CONTROL
 BO0002  ___________________________________________________________________
 BO0002* NAD 83(1986)-  30 30 36.     (N)    100 25 00.     (W)     SCALED    
 BO0002* NAVD 88     -       696.40   (+/-2cm)    2284.8    (feet)  VERTCON   
 BO0002  ___________________________________________________________________
 BO0002  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 BO0002
 BO0002  VERT ORDER  -  THIRD (See Below)
 BO0002
 BO0002.The horizontal coordinates were scaled from a topographic map and have
 BO0002.an estimated accuracy of +/- 6 seconds.
 BO0002
 BO0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0002.The vertical order pertains to the NGVD 29 superseded value.
 BO0002
 BO0002.The geoid height was determined by GEOID03.
 BO0002
 BO0002;                    North         East    Units  Estimated Accuracy
 BO0002;SPC TX C     - 3,093,490.      692,000.      MT  (+/- 180 meters Scaled)
 BO0002
 BO0002                          SUPERSEDED SURVEY CONTROL
 BO0002
 BO0002  NGVD 29 (01/29/03)  696.25   (m)         2284.3    (f) RESET       3  
 BO0002
 BO0002.Superseded values are not recommended for survey control.
 BO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0002.See file dsdata.txt to determine how the superseded data were derived.
 BO0002
 BO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU640761(NAD 83)
 BO0002_MARKER: DB = BENCH MARK DISK
 BO0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0002_STAMPING: T 103 RESET 1947
 BO0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0002+STABILITY: SURFACE MOTION
 BO0002
 BO0002  HISTORY     - Date     Condition        Report By
 BO0002  HISTORY     - 1947     MONUMENTED       CGS
 BO0002  HISTORY     - 1958     GOOD             NGS
 BO0002
 BO0002                          STATION DESCRIPTION
 BO0002
 BO0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0002'15.1 MI E FROM SONORA.
 BO0002'ABOUT 15.1 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0002'OF 3RD STREET AND CROCKETT AVENUE AND SONORA, 53 FEET NORTH OF THE
 BO0002'CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE EAST OF A CULVERT, 3 FEET
 BO0002'NORTH OF A FENCE, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT
 BO0002'LOWER THAN THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BO0002'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0182 ***********************************************************************
 BM0182  DESIGNATION -  T 1030
 BM0182  PID         -  BM0182
 BM0182  STATE/COUNTY-  TX/AUSTIN
 BM0182  USGS QUAD   -  KENNEY (1989)
 BM0182
 BM0182                         *CURRENT SURVEY CONTROL
 BM0182  ___________________________________________________________________
 BM0182* NAD 83(1986)-  30 03 20.     (N)    096 15 03.     (W)     SCALED    
 BM0182* NAVD 88     -        77.50   (+/-2cm)     254.3    (feet)  VERTCON   
 BM0182  ___________________________________________________________________
 BM0182  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BM0182
 BM0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0182
 BM0182.The horizontal coordinates were scaled from a topographic map and have
 BM0182.an estimated accuracy of +/- 6 seconds.
 BM0182
 BM0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0182.The vertical order pertains to the NGVD 29 superseded value.
 BM0182
 BM0182.The geoid height was determined by GEOID03.
 BM0182
 BM0182;                    North         East    Units  Estimated Accuracy
 BM0182;SPC TXSC     - 4,249,400.      865,070.      MT  (+/- 180 meters Scaled)
 BM0182
 BM0182                          SUPERSEDED SURVEY CONTROL
 BM0182
 BM0182  NGVD 29 (??/??/92)   77.478  (m)          254.19   (f) ADJ UNCH    2 0
 BM0182
 BM0182.Superseded values are not recommended for survey control.
 BM0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0182.See file dsdata.txt to determine how the superseded data were derived.
 BM0182
 BM0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU650281(NAD 83)
 BM0182_MARKER: DB = BENCH MARK DISK
 BM0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0182_STAMPING: T 1030 1954
 BM0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0182+STABILITY: SURFACE MOTION
 BM0182
 BM0182  HISTORY     - Date     Condition        Report By
 BM0182  HISTORY     - 1954     MONUMENTED       CGS
 BM0182  HISTORY     - 19910726 POOR             USPSQD
 BM0182  HISTORY     - 19991021 POOR             USPSQD
 BM0182
 BM0182                          STATION DESCRIPTION
 BM0182
 BM0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0182'4.6 MI NE FROM KENNEY.
 BM0182'0.6 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BM0182'THE STATION AT KENNEY, THENCE 4.0 MILES NORTHEAST ALONG A GRADED DIRT
 BM0182'ROAD, 0.05 MILE NORTHEAST OF A DIRT ROAD LEADING SOUTH AND A PRIVATE
 BM0182'DRIVEWAY LEADING NORTH TO A SMALL WHITE FARMHOUSE, 16 FEET NORTH OF
 BM0182'THE CENTER LINE OF A ROAD, 1.2 FEET SOUTH OF A HOUSE, 2.4 FEET EAST OF
 BM0182'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BM0182'FOOT ABOVE THE GROUND.
 BM0182
 BM0182                          STATION RECOVERY (1991)
 BM0182
 BM0182'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0182'MARK RECOVERED IN POOR CONDITION.
 BM0182
 BM0182                          STATION RECOVERY (1999)
 BM0182
 BM0182'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0182'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1488 ***********************************************************************
 BL1488  DESIGNATION -  T 1031 RESET 1966
 BL1488  PID         -  BL1488
 BL1488  STATE/COUNTY-  TX/GRIMES
 BL1488  USGS QUAD   -  STONEHAM (1961)
 BL1488
 BL1488                         *CURRENT SURVEY CONTROL
 BL1488  ___________________________________________________________________
 BL1488* NAD 83(1986)-  30 20 36.     (N)    095 58 46.     (W)     SCALED    
 BL1488* NAVD 88     -        89.33   (+/-2cm)     293.1    (feet)  VERTCON   
 BL1488  ___________________________________________________________________
 BL1488  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BL1488
 BL1488  VERT ORDER  -  THIRD (See Below)
 BL1488
 BL1488.The horizontal coordinates were scaled from a topographic map and have
 BL1488.an estimated accuracy of +/- 6 seconds.
 BL1488
 BL1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1488.The vertical order pertains to the NGVD 29 superseded value.
 BL1488
 BL1488.The geoid height was determined by GEOID03.
 BL1488
 BL1488;                    North         East    Units  Estimated Accuracy
 BL1488;SPC TX C     - 3,083,200.    1,118,510.      MT  (+/- 180 meters Scaled)
 BL1488
 BL1488                          SUPERSEDED SURVEY CONTROL
 BL1488
 BL1488  NGVD 29 (??/??/??)   89.31   (m)          293.0    (f) RESET       3  
 BL1488
 BL1488.Superseded values are not recommended for survey control.
 BL1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1488.See file dsdata.txt to determine how the superseded data were derived.
 BL1488
 BL1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP135605(NAD 83)
 BL1488_MARKER: DB = BENCH MARK DISK
 BL1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1488_STAMPING: T 1031 RESET 1966
 BL1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1488+STABILITY: SURFACE MOTION
 BL1488
 BL1488  HISTORY     - Date     Condition        Report By
 BL1488  HISTORY     - 1966     MONUMENTED       CGS
 BL1488  HISTORY     - 19940820 GOOD             USPSQD
 BL1488  HISTORY     - 19991107 GOOD             USPSQD
 BL1488
 BL1488                          STATION DESCRIPTION
 BL1488
 BL1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BL1488'7.6 MI SE FROM NAVASOTA.
 BL1488'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAYS 6 AND 105 FROM THE
 BL1488'JUNCTION OF STATE HIGHWAYS 6, 105 AND 90 IN NAVASOTA, THENCE 5.7 MILES
 BL1488'EAST ALONG STATE HIGHWAY 105, THENCE 1.0 MILE SOUTH ALONG F.M. HIGHWAY
 BL1488'2988 TO SITE OF BENCH MARK, 49 FEET EAST OF THE CENTER LINE OF
 BL1488'HIGHWAY, 115 FEET NORTH OF A GATE IN THE EAST RIGHT-OF-WAY FENCE LINE,
 BL1488'285 FEET NORTH OF A DRIVEWAY ON THE WEST SIDE OF ROAD AT THE TOP OF
 BL1488'HILL, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD DISK SET
 BL1488'IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 BL1488'SURFACE OF THE GROUND.  IT IS AT HIGHWAY STATION 53 + 83.
 BL1488
 BL1488                          STATION RECOVERY (1994)
 BL1488
 BL1488'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1488'RECOVERED IN GOOD CONDITION.
 BL1488
 BL1488                          STATION RECOVERY (1999)
 BL1488
 BL1488'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0135 ***********************************************************************
 BM0135  DESIGNATION -  T 1032
 BM0135  PID         -  BM0135
 BM0135  STATE/COUNTY-  TX/GRIMES
 BM0135  USGS QUAD   -  COURTNEY (1989)
 BM0135
 BM0135                         *CURRENT SURVEY CONTROL
 BM0135  ___________________________________________________________________
 BM0135* NAD 83(1986)-  30 16 19.     (N)    096 03 30.     (W)     SCALED    
 BM0135* NAVD 88     -        71.03   (+/-2cm)     233.0    (feet)  VERTCON   
 BM0135  ___________________________________________________________________
 BM0135  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BM0135
 BM0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0135
 BM0135.The horizontal coordinates were scaled from a topographic map and have
 BM0135.an estimated accuracy of +/- 6 seconds.
 BM0135
 BM0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0135.The vertical order pertains to the NGVD 29 superseded value.
 BM0135
 BM0135.The geoid height was determined by GEOID03.
 BM0135
 BM0135;                    North         East    Units  Estimated Accuracy
 BM0135;SPC TX C     - 3,075,000.    1,111,230.      MT  (+/- 180 meters Scaled)
 BM0135
 BM0135                          SUPERSEDED SURVEY CONTROL
 BM0135
 BM0135  NGVD 29 (??/??/92)   71.009  (m)          232.97   (f) ADJ UNCH    2 0
 BM0135
 BM0135.Superseded values are not recommended for survey control.
 BM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0135.See file dsdata.txt to determine how the superseded data were derived.
 BM0135
 BM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU830525(NAD 83)
 BM0135_MARKER: DB = BENCH MARK DISK
 BM0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0135_STAMPING: T 1032 1954
 BM0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0135+STABILITY: SURFACE MOTION
 BM0135
 BM0135  HISTORY     - Date     Condition        Report By
 BM0135  HISTORY     - 1954     MONUMENTED       CGS
 BM0135  HISTORY     - 19910714 GOOD             USPSQD
 BM0135
 BM0135                          STATION DESCRIPTION
 BM0135
 BM0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0135'1.0 MI E FROM COURTNEY.
 BM0135'1.0 MILE EAST ALONG FARM ROAD 2 FROM THE TEXAS AND NEW ORLEANS
 BM0135'RAILROAD STATION SIGN AT COURTNEY, 50 FEET SOUTHEAST OF THE CENTER
 BM0135'LINE OF THE FARM ROAD, 9 FEET NORTHEAST OF A TELEPHONE POLE, 1.4 FEET
 BM0135'NORTHWEST OF A FENCE, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 BM0135'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0135
 BM0135                          STATION RECOVERY (1991)
 BM0135
 BM0135'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1449 ***********************************************************************
 BL1449  DESIGNATION -  T 1033
 BL1449  PID         -  BL1449
 BL1449  STATE/COUNTY-  TX/GRIMES
 BL1449  USGS QUAD   -  STONEHAM (1961)
 BL1449
 BL1449                         *CURRENT SURVEY CONTROL
 BL1449  ___________________________________________________________________
 BL1449* NAD 83(1986)-  30 21 18.     (N)    095 58 07.     (W)     SCALED    
 BL1449* NAVD 88     -        90.99   (+/-2cm)     298.5    (feet)  VERTCON   
 BL1449  ___________________________________________________________________
 BL1449  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BL1449
 BL1449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1449
 BL1449.The horizontal coordinates were scaled from a topographic map and have
 BL1449.an estimated accuracy of +/- 6 seconds.
 BL1449
 BL1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1449.The vertical order pertains to the NGVD 29 superseded value.
 BL1449
 BL1449.The geoid height was determined by GEOID03.
 BL1449
 BL1449;                    North         East    Units  Estimated Accuracy
 BL1449;SPC TX C     - 3,084,540.    1,119,500.      MT  (+/- 180 meters Scaled)
 BL1449
 BL1449                          SUPERSEDED SURVEY CONTROL
 BL1449
 BL1449  NGVD 29 (??/??/92)   90.974  (m)          298.47   (f) ADJ UNCH    2 0
 BL1449
 BL1449.Superseded values are not recommended for survey control.
 BL1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1449.See file dsdata.txt to determine how the superseded data were derived.
 BL1449
 BL1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP146618(NAD 83)
 BL1449_MARKER: DB = BENCH MARK DISK
 BL1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1449_STAMPING: T 1033 1954
 BL1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1449+STABILITY: SURFACE MOTION
 BL1449
 BL1449  HISTORY     - Date     Condition        Report By
 BL1449  HISTORY     - 1954     MONUMENTED       CGS
 BL1449  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BL1449
 BL1449                          STATION DESCRIPTION
 BL1449
 BL1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1449'3.8 MI NW FROM STONEHAM.
 BL1449'3.8 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1449'RAILROAD FROM THE STATION AT STONEHAM, 145 FEET NORTH OF THE NORTH
 BL1449'RAIL, 220 FEET NORTHWEST OF MILEPOST 40/1C, 1.2 FEET SOUTH OF A FENCE,
 BL1449'130 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 105, 2 FEET EAST OF
 BL1449'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BL1449'FOOT ABOVE THE GROUND.  NOTE-- THE INTERNATIONAL-GREAT NORTHERN
 BL1449'RAILROAD IS NOW THE MISSOURI PACIFIC.
 BL1449
 BL1449                          STATION RECOVERY (1999)
 BL1449
 BL1449'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0391 ***********************************************************************
 DN0391  DESIGNATION -  T 1035
 DN0391  PID         -  DN0391
 DN0391  STATE/COUNTY-  TX/COLLIN
 DN0391  USGS QUAD   -  MC KINNEY EAST (1973)
 DN0391
 DN0391                         *CURRENT SURVEY CONTROL
 DN0391  ___________________________________________________________________
 DN0391* NAD 83(1986)-  33 10 38.     (N)    096 33 44.     (W)     SCALED    
 DN0391* NAVD 88     -       155.844  (meters)     511.30   (feet)  ADJUSTED  
 DN0391  ___________________________________________________________________
 DN0391  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DN0391  DYNAMIC HT  -         155.675 (meters)     510.74  (feet)  COMP
 DN0391  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 DN0391
 DN0391  VERT ORDER  -  SECOND    CLASS 0
 DN0391
 DN0391.The horizontal coordinates were scaled from a topographic map and have
 DN0391.an estimated accuracy of +/- 6 seconds.
 DN0391
 DN0391.The orthometric height was determined by differential leveling
 DN0391.and adjusted by the National Geodetic Survey in June 1991..
 DN0391
 DN0391.The geoid height was determined by GEOID03.
 DN0391
 DN0391.The dynamic height is computed by dividing the NAVD 88
 DN0391.geopotential number by the normal gravity value computed on the
 DN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0391.degrees latitude (g = 980.6199 gals.).
 DN0391
 DN0391.The modeled gravity was interpolated from observed gravity values.
 DN0391
 DN0391;                    North         East    Units  Estimated Accuracy
 DN0391;SPC TXNC     - 2,169,170.      780,700.      MT  (+/- 180 meters Scaled)
 DN0391
 DN0391                          SUPERSEDED SURVEY CONTROL
 DN0391
 DN0391  NGVD 29 (??/??/92)  155.859  (m)          511.35   (f) ADJ UNCH    2 0
 DN0391
 DN0391.Superseded values are not recommended for survey control.
 DN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0391.See file dsdata.txt to determine how the superseded data were derived.
 DN0391
 DN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB272735(NAD 83)
 DN0391_MARKER: DB = BENCH MARK DISK
 DN0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0391_STAMPING: T 1035 1954
 DN0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0391+STABILITY: SURFACE MOTION
 DN0391
 DN0391  HISTORY     - Date     Condition        Report By
 DN0391  HISTORY     - 1954     MONUMENTED       CGS
 DN0391  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0391  HISTORY     - 19910716 MARK NOT FOUND   USPSQD
 DN0391  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0391
 DN0391                          STATION DESCRIPTION
 DN0391
 DN0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0391'3.85 MI E FROM MCKINNEY.
 DN0391'0.25 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 DN0391'MCKINNEY, THENCE, 0.75 MILE EAST ALONG ANTHONY STREET, THENCE 0.2 MILE
 DN0391'NORTHEAST ALONG A GRAVELED STREET, THENCE 0.95 MILE SOUTHEAST ALONG A
 DN0391'GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.2
 DN0391'MILES EAST ALONG THE ABANDONED LOUISIANA, ARKANSAS AND TEXAS RAILROAD
 DN0391'GRADE.  35 FEET EAST OF THE EAST BANK OF A SMALL STREAM, 47 FEET SOUTH
 DN0391'OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 18 FEET SOUTHEAST OF A
 DN0391'TELEPHONE POLE, 10 FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS
 DN0391'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE
 DN0391'THE GROUND.
 DN0391
 DN0391                          STATION RECOVERY (1991)
 DN0391
 DN0391'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0391'MARK NOT FOUND.
 DN0391
 DN0391                          STATION RECOVERY (1991)
 DN0391
 DN0391'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0391'MARK NOT FOUND.
 DN0391
 DN0391                          STATION RECOVERY (2005)
 DN0391
 DN0391'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1774 ***********************************************************************
 BK1774  DESIGNATION -  T 1036
 BK1774  PID         -  BK1774
 BK1774  STATE/COUNTY-  TX/ORANGE
 BK1774  USGS QUAD   -  TERRY (1974)
 BK1774
 BK1774                         *CURRENT SURVEY CONTROL
 BK1774  ___________________________________________________________________
 BK1774* NAD 83(1986)-  30 06 00.     (N)    093 57 01.     (W)     SCALED    
 BK1774* NAVD 88     -         5.797  (meters)      19.02   (feet)  ADJUSTED  
 BK1774  ___________________________________________________________________
 BK1774  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1774  DYNAMIC HT  -           5.790 (meters)      19.00  (feet)  COMP
 BK1774  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 BK1774
 BK1774  VERT ORDER  -  FIRST     CLASS I
 BK1774
 BK1774.The horizontal coordinates were scaled from a topographic map and have
 BK1774.an estimated accuracy of +/- 6 seconds.
 BK1774
 BK1774.The orthometric height was determined by differential leveling
 BK1774.and adjusted by the National Geodetic Survey in June 1991..
 BK1774
 BK1774.The geoid height was determined by GEOID03.
 BK1774
 BK1774.The dynamic height is computed by dividing the NAVD 88
 BK1774.geopotential number by the normal gravity value computed on the
 BK1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1774.degrees latitude (g = 980.6199 gals.).
 BK1774
 BK1774.The modeled gravity was interpolated from observed gravity values.
 BK1774
 BK1774;                    North         East    Units  Estimated Accuracy
 BK1774;SPC TX C     - 3,065,690.    1,314,920.      MT  (+/- 180 meters Scaled)
 BK1774
 BK1774                          SUPERSEDED SURVEY CONTROL
 BK1774
 BK1774  NGVD 29 (??/??/??)    5.778  (m)           18.96   (f) ADJUSTED    1 1
 BK1774
 BK1774.Superseded values are not recommended for survey control.
 BK1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1774.See file dsdata.txt to determine how the superseded data were derived.
 BK1774
 BK1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP084302(NAD 83)
 BK1774_MARKER: DB = BENCH MARK DISK
 BK1774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK1774_SP_SET: HEADWALL OF CULVERT
 BK1774_STAMPING: T 1036 1955
 BK1774_MARK LOGO: CGS   
 BK1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1774+STABILITY: SURFACE MOTION
 BK1774
 BK1774  HISTORY     - Date     Condition        Report By
 BK1774  HISTORY     - 1955     MONUMENTED       CGS
 BK1774  HISTORY     - 1972     GOOD             NGS
 BK1774  HISTORY     - 1986     GOOD             NGS
 BK1774  HISTORY     - 20010331 GOOD             USPSQD
 BK1774
 BK1774                          STATION DESCRIPTION
 BK1774
 BK1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1774'9.2 MI E FROM BEAUMONT.
 BK1774'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BK1774'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BK1774'BEAUMONT, THENCE 8.1 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BK1774'32 FEET WEST OF THE 9TH POLE WEST OF MILEPOST 269, 28.8 FEET SOUTH OF
 BK1774'THE SOUTH RAIL, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 BK1774'HEADWALL FOR A BOX TYPE CULVERT OVER AN IRRIGATION DITCH, ABOUT 3 FEET
 BK1774'BELOW THE LEVEL OF THE TRACK.
 BK1774
 BK1774                          STATION RECOVERY (1986)
 BK1774
 BK1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1774'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BK1774'THE TELEPHONE POLE HAS BEEN REMOVED.
 BK1774
 BK1774                          STATION RECOVERY (2001)
 BK1774
 BK1774'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRM)
 BK1774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0127 ***********************************************************************
 EO0127  DESIGNATION -  T 1037
 EO0127  PID         -  EO0127
 EO0127  STATE/COUNTY-  TX/PARMER
 EO0127  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0127
 EO0127                         *CURRENT SURVEY CONTROL
 EO0127  ___________________________________________________________________
 EO0127* NAD 83(1986)-  34 27 27.     (N)    102 56 47.     (W)     SCALED    
 EO0127* NAVD 88     -      1264.658  (meters)    4149.13   (feet)  ADJUSTED  
 EO0127  ___________________________________________________________________
 EO0127  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 EO0127  DYNAMIC HT  -        1263.007 (meters)    4143.72  (feet)  COMP
 EO0127  MODELED GRAV-     979,286.1   (mgal)                       NAVD 88
 EO0127
 EO0127  VERT ORDER  -  FIRST     CLASS II
 EO0127
 EO0127.The horizontal coordinates were scaled from a topographic map and have
 EO0127.an estimated accuracy of +/- 6 seconds.
 EO0127
 EO0127.The orthometric height was determined by differential leveling
 EO0127.and adjusted by the National Geodetic Survey in June 1991..
 EO0127
 EO0127.The geoid height was determined by GEOID03.
 EO0127
 EO0127.The dynamic height is computed by dividing the NAVD 88
 EO0127.geopotential number by the normal gravity value computed on the
 EO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0127.degrees latitude (g = 980.6199 gals.).
 EO0127
 EO0127.The modeled gravity was interpolated from observed gravity values.
 EO0127
 EO0127;                    North         East    Units  Estimated Accuracy
 EO0127;SPC TX N     - 1,051,730.       67,090.      MT  (+/- 180 meters Scaled)
 EO0127
 EO0127                          SUPERSEDED SURVEY CONTROL
 EO0127
 EO0127  NGVD 29 (??/??/92) 1264.090  (m)         4147.27   (f) ADJ UNCH    1 2
 EO0127
 EO0127.Superseded values are not recommended for survey control.
 EO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0127.See file dsdata.txt to determine how the superseded data were derived.
 EO0127
 EO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU886147(NAD 83)
 EO0127_MARKER: DB = BENCH MARK DISK
 EO0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0127_STAMPING: T 1037 1958
 EO0127_MARK LOGO: CGS   
 EO0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0127+STABILITY: SURFACE MOTION
 EO0127
 EO0127  HISTORY     - Date     Condition        Report By
 EO0127  HISTORY     - 1958     MONUMENTED       CGS
 EO0127  HISTORY     - 1984     GOOD             NGS
 EO0127
 EO0127                          STATION DESCRIPTION
 EO0127
 EO0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0127'5.8 MI SW FROM BOVINA.
 EO0127'ABOUT 5.8 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0127'FROM THE STATION AT BOVINA, 79 FEET EAST OF MILE POST 640, 45 FEET
 EO0127'SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, 6 FEET SOUTHEAST OF A
 EO0127'TELEPHONE POLE, 35 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 2
 EO0127'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE
 EO0127'TRACK, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 EO0127'CONCRETE POST PROJECTING 6 INCHES.
 EO0127
 EO0127                          STATION RECOVERY (1984)
 EO0127
 EO0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0127'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.9 KM
 EO0127'(7.4 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0127'RAILROAD FROM THE STATION IN TEXICO, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0197 ***********************************************************************
 EO0197  DESIGNATION -  T 1038
 EO0197  PID         -  EO0197
 EO0197  STATE/COUNTY-  TX/PARMER
 EO0197  USGS QUAD   -  FRIONA (1980)
 EO0197
 EO0197                         *CURRENT SURVEY CONTROL
 EO0197  ___________________________________________________________________
 EO0197* NAD 83(1986)-  34 38 43.     (N)    102 41 31.     (W)     SCALED    
 EO0197* NAVD 88     -      1216.190  (meters)    3990.12   (feet)  ADJUSTED  
 EO0197  ___________________________________________________________________
 EO0197  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 EO0197  DYNAMIC HT  -        1214.622 (meters)    3984.97  (feet)  COMP
 EO0197  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 EO0197
 EO0197  VERT ORDER  -  FIRST     CLASS II
 EO0197
 EO0197.The horizontal coordinates were scaled from a topographic map and have
 EO0197.an estimated accuracy of +/- 6 seconds.
 EO0197
 EO0197.The orthometric height was determined by differential leveling
 EO0197.and adjusted by the National Geodetic Survey in June 1991..
 EO0197
 EO0197.The geoid height was determined by GEOID03.
 EO0197
 EO0197.The dynamic height is computed by dividing the NAVD 88
 EO0197.geopotential number by the normal gravity value computed on the
 EO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0197.degrees latitude (g = 980.6199 gals.).
 EO0197
 EO0197.The modeled gravity was interpolated from observed gravity values.
 EO0197
 EO0197;                    North         East    Units  Estimated Accuracy
 EO0197;SPC TX N     - 1,072,250.       90,730.      MT  (+/- 180 meters Scaled)
 EO0197
 EO0197                          SUPERSEDED SURVEY CONTROL
 EO0197
 EO0197  NGVD 29 (??/??/92) 1215.631  (m)         3988.28   (f) ADJ UNCH    1 2
 EO0197
 EO0197.Superseded values are not recommended for survey control.
 EO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0197.See file dsdata.txt to determine how the superseded data were derived.
 EO0197
 EO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU115361(NAD 83)
 EO0197_MARKER: DB = BENCH MARK DISK
 EO0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0197_STAMPING: T 1038 1958
 EO0197_MARK LOGO: CGS   
 EO0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0197+STABILITY: SURFACE MOTION
 EO0197
 EO0197  HISTORY     - Date     Condition        Report By
 EO0197  HISTORY     - 1958     MONUMENTED       CGS
 EO0197  HISTORY     - 1984     GOOD             NGS
 EO0197
 EO0197                          STATION DESCRIPTION
 EO0197
 EO0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0197'1.75 MI NE FROM FRIONA.
 EO0197'ABOUT 1.75 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0197'FROM THE STATION AT FRIONA, 4 TELEPHONE POLES SOUTHWEST OF MILE POST
 EO0197'620, 38 FEET NORTHWEST OF THE NEAR RAIL, 72 FEET NORTH OF THE CENTER
 EO0197'LINE OF A ROAD CROSSING, 79 FEET EAST OF THE CENTER LINE OF THE
 EO0197'JUNCTION OF U. S. HIGHWAY 60 AND THE ENTRANCE ROAD TO BENGER AIRPORT,
 EO0197'59 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 60, 21 FEET
 EO0197'NORTHEAST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A METAL WITNESS
 EO0197'POST, ABOUT 3 FEET BELOW THE TRACK, ABOUT 2 FEET ABOVE THE LEVEL OF
 EO0197'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0197
 EO0197                          STATION RECOVERY (1984)
 EO0197
 EO0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0051 ***********************************************************************
 EO0051  DESIGNATION -  T 1039
 EO0051  PID         -  EO0051
 EO0051  STATE/COUNTY-  TX/DEAF SMITH
 EO0051  USGS QUAD   -  HEREFORD (1970)
 EO0051
 EO0051                         *CURRENT SURVEY CONTROL
 EO0051  ___________________________________________________________________
 EO0051* NAD 83(1986)-  34 48 25.     (N)    102 22 36.     (W)     SCALED    
 EO0051* NAVD 88     -      1161.703  (meters)    3811.35   (feet)  POSTED    
 EO0051  ___________________________________________________________________
 EO0051  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 EO0051  DYNAMIC HT  -        1160.230 (meters)    3806.52  (feet)  COMP
 EO0051  MODELED GRAV-     979,331.8   (mgal)                       NAVD 88
 EO0051
 EO0051  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EO0051
 EO0051.The horizontal coordinates were scaled from a topographic map and have
 EO0051.an estimated accuracy of +/- 6 seconds.
 EO0051
 EO0051.The orthometric height was determined by differential leveling
 EO0051.and adjusted by the National Geodetic Survey in 1992..
 EO0051.No vertical observational check was made to the station.
 EO0051.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EO0051.was located on a no-check spur therefore a value was not computed.
 EO0051
 EO0051.The geoid height was determined by GEOID03.
 EO0051
 EO0051.The dynamic height is computed by dividing the NAVD 88
 EO0051.geopotential number by the normal gravity value computed on the
 EO0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0051.degrees latitude (g = 980.6199 gals.).
 EO0051
 EO0051.The modeled gravity was interpolated from observed gravity values.
 EO0051
 EO0051;                    North         East    Units  Estimated Accuracy
 EO0051;SPC TX N     - 1,089,880.      119,790.      MT  (+/- 180 meters Scaled)
 EO0051
 EO0051                          SUPERSEDED SURVEY CONTROL
 EO0051
 EO0051  NGVD 29 (??/??/92) 1161.203  (m)         3809.71   (f) ADJ UNCH    1 2
 EO0051
 EO0051.Superseded values are not recommended for survey control.
 EO0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0051.See file dsdata.txt to determine how the superseded data were derived.
 EO0051
 EO0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU399547(NAD 83)
 EO0051_MARKER: DB = BENCH MARK DISK
 EO0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0051_STAMPING: T 1039 1958
 EO0051_MARK LOGO: CGS   
 EO0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0051+STABILITY: SURFACE MOTION
 EO0051
 EO0051  HISTORY     - Date     Condition        Report By
 EO0051  HISTORY     - 1958     MONUMENTED       CGS
 EO0051  HISTORY     - 1984     GOOD             NGS
 EO0051
 EO0051                          STATION DESCRIPTION
 EO0051
 EO0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0051'1.6 MI SE FROM HEREFORD.
 EO0051'ABOUT 0.1 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0051'THE STATION AT HEREFORD, THENCE ABOUT 1.5 MILES SOUTHEAST AND EAST
 EO0051'ALONG FARM ROAD 1259, AT THE FARMHOUSE AND AIRPORT, 82 FEET SOUTH OF
 EO0051'THE CENTER LINE OF THE ROAD, 72 FEET EAST-SOUTHEAST OF THE NORTHEAST
 EO0051'CORNER OF THE FARMHOUSE, 61 FEET EAST-NORTHEAST OF THE SOUTHEAST
 EO0051'CORNER OF THE FARMHOUSE, ABOUT MIDWAY BETWEEN TWO SMALL ELM TREES AT
 EO0051'THE SOUTH EDGE OF THE LAWN BETWEEN TWO PRIVATE DRIVEWAYS, AND IN THE
 EO0051'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EO0051
 EO0051                          STATION RECOVERY (1984)
 EO0051
 EO0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0155 ***********************************************************************
 BO0155  DESIGNATION -  T 104
 BO0155  PID         -  BO0155
 BO0155  STATE/COUNTY-  TX/CROCKETT
 BO0155  USGS QUAD   -  OZONA (1979)
 BO0155
 BO0155                         *CURRENT SURVEY CONTROL
 BO0155  ___________________________________________________________________
 BO0155* NAD 83(1986)-  30 42 16.     (N)    101 07 47.     (W)     SCALED    
 BO0155* NAVD 88     -       751.484  (meters)    2465.49   (feet)  ADJUSTED  
 BO0155  ___________________________________________________________________
 BO0155  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 BO0155  DYNAMIC HT  -         750.382 (meters)    2461.88  (feet)  COMP
 BO0155  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 BO0155
 BO0155  VERT ORDER  -  FIRST     CLASS II
 BO0155
 BO0155.The horizontal coordinates were scaled from a topographic map and have
 BO0155.an estimated accuracy of +/- 6 seconds.
 BO0155
 BO0155.The orthometric height was determined by differential leveling
 BO0155.and adjusted by the National Geodetic Survey in June 1991..
 BO0155
 BO0155.The geoid height was determined by GEOID03.
 BO0155
 BO0155.The dynamic height is computed by dividing the NAVD 88
 BO0155.geopotential number by the normal gravity value computed on the
 BO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0155.degrees latitude (g = 980.6199 gals.).
 BO0155
 BO0155.The modeled gravity was interpolated from observed gravity values.
 BO0155
 BO0155;                    North         East    Units  Estimated Accuracy
 BO0155;SPC TX C     - 3,115,320.      623,720.      MT  (+/- 180 meters Scaled)
 BO0155
 BO0155                          SUPERSEDED SURVEY CONTROL
 BO0155
 BO0155  NGVD 29 (??/??/92)  751.275  (m)         2464.81   (f) ADJ UNCH    1 2
 BO0155
 BO0155.Superseded values are not recommended for survey control.
 BO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0155.See file dsdata.txt to determine how the superseded data were derived.
 BO0155
 BO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU960987(NAD 83)
 BO0155_MARKER: DB = BENCH MARK DISK
 BO0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0155_SP_SET: CULVERT
 BO0155_STAMPING: T 104 1933 2464.808
 BO0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0155
 BO0155  HISTORY     - Date     Condition        Report By
 BO0155  HISTORY     - 1933     MONUMENTED       CGS
 BO0155  HISTORY     - 1958     GOOD             NGS
 BO0155
 BO0155                          STATION DESCRIPTION
 BO0155
 BO0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0155'4.4 MI E FROM OZONA.
 BO0155'ABOUT 4.4 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0155'OZONA, IN THE TOP OF A FLAT LIMESTONE ROCK AND SURROUNDED BY A CIRCLE
 BO0155'OF LOOSE ROCK, 76 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BO0155'0.1 MILE EAST OF A CULVERT, 78 FEET SOUTH OF A TELEPHONE POLE, 24 FEET
 BO0155'NORTH OF A FENCE LINE, AND ABOUT LEVEL WITH THE SURFACE OF THE
 BO0155'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0244 ***********************************************************************
 DM0244  DESIGNATION -  T 1041
 DM0244  PID         -  DM0244
 DM0244  STATE/COUNTY-  TX/MORRIS
 DM0244  USGS QUAD   -  CASON (1980)
 DM0244
 DM0244                         *CURRENT SURVEY CONTROL
 DM0244  ___________________________________________________________________
 DM0244* NAD 83(1986)-  33 02 18.     (N)    094 47 54.     (W)     SCALED    
 DM0244* NAVD 88     -        88.881  (meters)     291.60   (feet)  ADJUSTED  
 DM0244  ___________________________________________________________________
 DM0244  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM0244  DYNAMIC HT  -          88.783 (meters)     291.28  (feet)  COMP
 DM0244  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 DM0244
 DM0244  VERT ORDER  -  FIRST     CLASS II
 DM0244
 DM0244.The horizontal coordinates were scaled from a topographic map and have
 DM0244.an estimated accuracy of +/- 6 seconds.
 DM0244
 DM0244.The orthometric height was determined by differential leveling
 DM0244.and adjusted by the National Geodetic Survey in June 1991..
 DM0244
 DM0244.The geoid height was determined by GEOID03.
 DM0244
 DM0244.The dynamic height is computed by dividing the NAVD 88
 DM0244.geopotential number by the normal gravity value computed on the
 DM0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0244.degrees latitude (g = 980.6199 gals.).
 DM0244
 DM0244.The modeled gravity was interpolated from observed gravity values.
 DM0244
 DM0244;                    North         East    Units  Estimated Accuracy
 DM0244;SPC TXNC     - 2,158,190.      945,670.      MT  (+/- 180 meters Scaled)
 DM0244
 DM0244                          SUPERSEDED SURVEY CONTROL
 DM0244
 DM0244  NGVD 29 (??/??/92)   88.914  (m)          291.71   (f) ADJ UNCH    1 2
 DM0244
 DM0244.Superseded values are not recommended for survey control.
 DM0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0244.See file dsdata.txt to determine how the superseded data were derived.
 DM0244
 DM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS320569(NAD 83)
 DM0244_MARKER: DB = BENCH MARK DISK
 DM0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0244_STAMPING: T 1041 1954
 DM0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0244+STABILITY: SURFACE MOTION
 DM0244
 DM0244  HISTORY     - Date     Condition        Report By
 DM0244  HISTORY     - 1954     MONUMENTED       CGS
 DM0244  HISTORY     - 1961     GOOD             NGS
 DM0244
 DM0244                          STATION DESCRIPTION
 DM0244
 DM0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DM0244'5.0 MI W FROM DAINGERFIELD.
 DM0244'5.0 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILWAY FROM
 DM0244'DAINGERFIELD, MORRIS COUNTY, 0.4 MILE EAST OF MILEPOST T-88, AT A
 DM0244'CURVE IN THE TRACKS, 34 FEET NORTH OF THE NORTH RAIL, 120 FEET SOUTH
 DM0244'OF THE CENTER LINE OF STATE HIGHWAY 11, 18 FEET EAST OF A POLE, AND 3
 DM0244'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK STAMPED T
 DM0244'1041 1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET
 DM0244'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0229 ***********************************************************************
 CR0229  DESIGNATION -  T 1042
 CR0229  PID         -  CR0229
 CR0229  STATE/COUNTY-  TX/CASS
 CR0229  USGS QUAD   -  AVINGER (1962)
 CR0229
 CR0229                         *CURRENT SURVEY CONTROL
 CR0229  ___________________________________________________________________
 CR0229* NAD 83(1986)-  32 53 04.     (N)    094 32 30.     (W)     SCALED    
 CR0229* NAVD 88     -       120.194  (meters)     394.34   (feet)  ADJUSTED  
 CR0229  ___________________________________________________________________
 CR0229  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CR0229  DYNAMIC HT  -         120.060 (meters)     393.90  (feet)  COMP
 CR0229  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 CR0229
 CR0229  VERT ORDER  -  FIRST     CLASS II
 CR0229
 CR0229.The horizontal coordinates were scaled from a topographic map and have
 CR0229.an estimated accuracy of +/- 6 seconds.
 CR0229
 CR0229.The orthometric height was determined by differential leveling
 CR0229.and adjusted by the National Geodetic Survey in June 1991..
 CR0229
 CR0229.The geoid height was determined by GEOID03.
 CR0229
 CR0229.The dynamic height is computed by dividing the NAVD 88
 CR0229.geopotential number by the normal gravity value computed on the
 CR0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0229.degrees latitude (g = 980.6199 gals.).
 CR0229
 CR0229.The modeled gravity was interpolated from observed gravity values.
 CR0229
 CR0229;                    North         East    Units  Estimated Accuracy
 CR0229;SPC TXNC     - 2,142,020.      970,270.      MT  (+/- 180 meters Scaled)
 CR0229
 CR0229                          SUPERSEDED SURVEY CONTROL
 CR0229
 CR0229  NGVD 29 (??/??/92)  120.238  (m)          394.48   (f) ADJ UNCH    1 2
 CR0229
 CR0229.Superseded values are not recommended for survey control.
 CR0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0229.See file dsdata.txt to determine how the superseded data were derived.
 CR0229
 CR0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS557395(NAD 83)
 CR0229_MARKER: DB = BENCH MARK DISK
 CR0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0229_SP_SET: CULVERT
 CR0229_STAMPING: T 1042 1954
 CR0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0229
 CR0229  HISTORY     - Date     Condition        Report By
 CR0229  HISTORY     - 1954     MONUMENTED       CGS
 CR0229
 CR0229                          STATION DESCRIPTION
 CR0229
 CR0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0229'1.5 MI SE FROM AVINGER.
 CR0229'1.5 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0229'STATION AT AVINGER, 2 POLES SOUTHEAST OF MILEPOST T - 66, 8 FEET
 CR0229'NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF THE SOUTHEAST END
 CR0229'OF THE NORTHEAST HEADWALL OF A CONCRETE ARCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1154 ***********************************************************************
 FL1154  DESIGNATION -  T 1043
 FL1154  PID         -  FL1154
 FL1154  STATE/COUNTY-  TX/POTTER
 FL1154  USGS QUAD   -  PULLMAN (1973)
 FL1154
 FL1154                         *CURRENT SURVEY CONTROL
 FL1154  ___________________________________________________________________
 FL1154* NAD 83(1986)-  35 13 52.     (N)    101 42 22.     (W)     SCALED    
 FL1154* NAVD 88     -      1095.996  (meters)    3595.78   (feet)  ADJUSTED  
 FL1154  ___________________________________________________________________
 FL1154  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FL1154  DYNAMIC HT  -        1094.694 (meters)    3591.51  (feet)  COMP
 FL1154  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 FL1154
 FL1154  VERT ORDER  -  FIRST     CLASS II
 FL1154
 FL1154.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1154
 FL1154.The horizontal coordinates were scaled from a topographic map and have
 FL1154.an estimated accuracy of +/- 6 seconds.
 FL1154
 FL1154.The orthometric height was determined by differential leveling
 FL1154.and adjusted by the National Geodetic Survey in June 1991..
 FL1154
 FL1154.The geoid height was determined by GEOID03.
 FL1154
 FL1154.The dynamic height is computed by dividing the NAVD 88
 FL1154.geopotential number by the normal gravity value computed on the
 FL1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1154.degrees latitude (g = 980.6199 gals.).
 FL1154
 FL1154.The modeled gravity was interpolated from observed gravity values.
 FL1154
 FL1154;                    North         East    Units  Estimated Accuracy
 FL1154;SPC TX N     - 1,136,600.      181,240.      MT  (+/- 180 meters Scaled)
 FL1154
 FL1154                          SUPERSEDED SURVEY CONTROL
 FL1154
 FL1154  NGVD 29 (??/??/92) 1095.493  (m)         3594.13   (f) ADJ UNCH    1 2
 FL1154
 FL1154.Superseded values are not recommended for survey control.
 FL1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1154.See file dsdata.txt to determine how the superseded data were derived.
 FL1154
 FL1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE537020(NAD 83)
 FL1154_MARKER: DB = BENCH MARK DISK
 FL1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1154_STAMPING: T 1043 1957
 FL1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1154+STABILITY: SURFACE MOTION
 FL1154
 FL1154  HISTORY     - Date     Condition        Report By
 FL1154  HISTORY     - 1957     MONUMENTED       CGS
 FL1154  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1154
 FL1154                          STATION DESCRIPTION
 FL1154
 FL1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FL1154'9 MI NE FROM AMARILLO.
 FL1154'ABOUT 9 MILES NORTHEAST OF AMARILLO, AT AMARILLO AIR FORCE BASE, 1250
 FL1154'FEET SOUTHWEST OF THE NORTHEAST END OF A PROPOSED RUNWAY, 1445 FEET
 FL1154'NORTHWEST OF THE CENTER LINE OF THE PROPOSED RUNWAY, 0.2 MILE
 FL1154'SOUTHWEST OF THE AMARILLO AIR TERMINAL BUILDING AT ENGLISH FIELD, 5
 FL1154'FEET SOUTHEAST OF THE BOUNDARY LINE OF THE AIR BASE, AT RUNWAY STATION
 FL1154'122 + 50, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 FL1154'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FL1154
 FL1154                          STATION RECOVERY (1984)
 FL1154
 FL1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0018 ***********************************************************************
 CT0018  DESIGNATION -  T 1048
 CT0018  PID         -  CT0018
 CT0018  STATE/COUNTY-  TX/PALO PINTO
 CT0018  USGS QUAD   -  BRAZOS WEST (1984)
 CT0018
 CT0018                         *CURRENT SURVEY CONTROL
 CT0018  ___________________________________________________________________
 CT0018* NAD 83(1986)-  32 38 32.     (N)    098 09 03.     (W)     SCALED    
 CT0018* NAVD 88     -       246.123  (meters)     807.49   (feet)  ADJUSTED  
 CT0018  ___________________________________________________________________
 CT0018  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CT0018  DYNAMIC HT  -         245.819 (meters)     806.49  (feet)  COMP
 CT0018  MODELED GRAV-     979,398.0   (mgal)                       NAVD 88
 CT0018
 CT0018  VERT ORDER  -  FIRST     CLASS II
 CT0018
 CT0018.The horizontal coordinates were scaled from a topographic map and have
 CT0018.an estimated accuracy of +/- 6 seconds.
 CT0018
 CT0018.The orthometric height was determined by differential leveling
 CT0018.and adjusted by the National Geodetic Survey in June 1991..
 CT0018
 CT0018.The geoid height was determined by GEOID03.
 CT0018
 CT0018.The dynamic height is computed by dividing the NAVD 88
 CT0018.geopotential number by the normal gravity value computed on the
 CT0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0018.degrees latitude (g = 980.6199 gals.).
 CT0018
 CT0018.The modeled gravity was interpolated from observed gravity values.
 CT0018
 CT0018;                    North         East    Units  Estimated Accuracy
 CT0018;SPC TXNC     - 2,108,230.      632,760.      MT  (+/- 180 meters Scaled)
 CT0018
 CT0018                          SUPERSEDED SURVEY CONTROL
 CT0018
 CT0018  NGVD 29 (??/??/92)  246.037  (m)          807.21   (f) ADJ UNCH    1 2
 CT0018
 CT0018.Superseded values are not recommended for survey control.
 CT0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0018.See file dsdata.txt to determine how the superseded data were derived.
 CT0018
 CT0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB796119(NAD 83)
 CT0018_MARKER: DB = BENCH MARK DISK
 CT0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0018_SP_SET: CULVERT
 CT0018_STAMPING: T 1048 1955
 CT0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0018
 CT0018  HISTORY     - Date     Condition        Report By
 CT0018  HISTORY     - 1955     MONUMENTED       CGS
 CT0018
 CT0018                          STATION DESCRIPTION
 CT0018
 CT0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0018'2.1 MI SW FROM BRAZOS.
 CT0018'2.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0018'STATION SIGN AT BRAZOS, 1 POLE EAST OF MILEPOST 303, 7.4 FEET NORTH OF
 CT0018'THE NORTH RAIL, 3 FEET BELOW THE TOP OF THE RAILS, 0.9 MILE NORTHEAST
 CT0018'OF BENCH MARK U 1048, SET IN THE TOP OF THE WEST END OF THE NORTH
 CT0018'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0182 ***********************************************************************
 CT0182  DESIGNATION -  T 1049
 CT0182  PID         -  CT0182
 CT0182  STATE/COUNTY-  TX/EASTLAND
 CT0182  USGS QUAD   -  EASTLAND (1987)
 CT0182
 CT0182                         *CURRENT SURVEY CONTROL
 CT0182  ___________________________________________________________________
 CT0182* NAD 83(1986)-  32 24 49.     (N)    098 48 42.     (W)     SCALED    
 CT0182* NAVD 88     -       444.329  (meters)    1457.77   (feet)  ADJUSTED  
 CT0182  ___________________________________________________________________
 CT0182  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CT0182  DYNAMIC HT  -         443.761 (meters)    1455.91  (feet)  COMP
 CT0182  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 CT0182
 CT0182  VERT ORDER  -  FIRST     CLASS II
 CT0182
 CT0182.This mark is at Eastland Muni (ETN) Airport (ETN)
 CT0182
 CT0182.The horizontal coordinates were scaled from a topographic map and have
 CT0182.an estimated accuracy of +/- 6 seconds.
 CT0182
 CT0182.The orthometric height was determined by differential leveling
 CT0182.and adjusted by the National Geodetic Survey in June 1991..
 CT0182
 CT0182.The geoid height was determined by GEOID03.
 CT0182
 CT0182.The dynamic height is computed by dividing the NAVD 88
 CT0182.geopotential number by the normal gravity value computed on the
 CT0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0182.degrees latitude (g = 980.6199 gals.).
 CT0182
 CT0182.The modeled gravity was interpolated from observed gravity values.
 CT0182
 CT0182;                    North         East    Units  Estimated Accuracy
 CT0182;SPC TXNC     - 2,082,870.      570,690.      MT  (+/- 180 meters Scaled)
 CT0182
 CT0182                          SUPERSEDED SURVEY CONTROL
 CT0182
 CT0182  NGVD 29 (??/??/92)  444.191  (m)         1457.32   (f) ADJ UNCH    1 2
 CT0182
 CT0182.Superseded values are not recommended for survey control.
 CT0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0182.See file dsdata.txt to determine how the superseded data were derived.
 CT0182
 CT0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA177862(NAD 83)
 CT0182_MARKER: DB = BENCH MARK DISK
 CT0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0182_STAMPING: T 1049 1956
 CT0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0182+STABILITY: SURFACE MOTION
 CT0182
 CT0182  HISTORY     - Date     Condition        Report By
 CT0182  HISTORY     - 1956     MONUMENTED       CGS
 CT0182  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0182
 CT0182                          STATION DESCRIPTION
 CT0182
 CT0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0182'0.7 MI NE FROM EASTLAND.
 CT0182'0.25 MILE NORTH ALONG STATE HIGHWAY 6 FROM THE TEXAS AND PACIFIC
 CT0182'RAILROAD STATION AT EASTLAND, THENCE 0.25 MILE EAST ALONG A GRAVELED
 CT0182'ROAD, THENCE 0.2 MILE NORTH ALONG A ROAD LEADING TO THE EASTLAND
 CT0182'AIRPORT, 291 FEET NORTHEAST OF THE EAST CORNER OF THE HANGAR AT THE
 CT0182'AIRPORT, 346 FEET NORTH OF THE INTERSECTION OF THE CENTER LINES OF THE
 CT0182'NORTHWEST AND SOUTHEAST RUNWAY AND THE NORTHEAST AND SOUTHWEST RUNWAY,
 CT0182'11 FEET NORTH OF A WIND SOCK, 2.5 FEET SOUTH OF A WITNESS POST, SET IN
 CT0182'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CT0182
 CT0182                          STATION RECOVERY (2002)
 CT0182
 CT0182'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0347 ***********************************************************************
 BO0347  DESIGNATION -  T 105
 BO0347  PID         -  BO0347
 BO0347  STATE/COUNTY-  TX/PECOS
 BO0347  USGS QUAD   -  SHEFFIELD (1967)
 BO0347
 BO0347                         *CURRENT SURVEY CONTROL
 BO0347  ___________________________________________________________________
 BO0347* NAD 83(1986)-  30 41 26.     (N)    101 49 44.     (W)     SCALED    
 BO0347* NAVD 88     -       665.368  (meters)    2182.96   (feet)  ADJUSTED  
 BO0347  ___________________________________________________________________
 BO0347  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BO0347  DYNAMIC HT  -         664.395 (meters)    2179.77  (feet)  COMP
 BO0347  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 BO0347
 BO0347  VERT ORDER  -  FIRST     CLASS II
 BO0347
 BO0347.The horizontal coordinates were scaled from a topographic map and have
 BO0347.an estimated accuracy of +/- 6 seconds.
 BO0347
 BO0347.The orthometric height was determined by differential leveling
 BO0347.and adjusted by the National Geodetic Survey in June 1991..
 BO0347
 BO0347.The geoid height was determined by GEOID03.
 BO0347
 BO0347.The dynamic height is computed by dividing the NAVD 88
 BO0347.geopotential number by the normal gravity value computed on the
 BO0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0347.degrees latitude (g = 980.6199 gals.).
 BO0347
 BO0347.The modeled gravity was interpolated from observed gravity values.
 BO0347
 BO0347;                    North         East    Units  Estimated Accuracy
 BO0347;SPC TX C     - 3,114,470.      556,730.      MT  (+/- 180 meters Scaled)
 BO0347
 BO0347                          SUPERSEDED SURVEY CONTROL
 BO0347
 BO0347  NGVD 29 (??/??/92)  665.148  (m)         2182.24   (f) ADJ UNCH    1 2
 BO0347
 BO0347.Superseded values are not recommended for survey control.
 BO0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0347.See file dsdata.txt to determine how the superseded data were derived.
 BO0347
 BO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU290987(NAD 83)
 BO0347_MARKER: DB = BENCH MARK DISK
 BO0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0347_SP_SET: STEP
 BO0347_STAMPING: T 105 1933 2182.240
 BO0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0347
 BO0347  HISTORY     - Date     Condition        Report By
 BO0347  HISTORY     - 1933     MONUMENTED       CGS
 BO0347  HISTORY     - 1958     GOOD             NGS
 BO0347
 BO0347                          STATION DESCRIPTION
 BO0347
 BO0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0347'0.3 MI W FROM SHEFFIELD.
 BO0347'ABOUT 0.3 MILE WEST ALONG A STREET FROM THE POST OFFICE AT SHEFFIELD,
 BO0347'IN THE TOP OF THE NORTH END OF THE TOP CONCRETE STEP AT THE EAST
 BO0347'ENTRANCE TO A YELLOW STUCCO SCHOOL BUILDING, ABOUT 0.15 MILE SOUTHWEST
 BO0347'OF U. S. HIGHWAY 290, 7 FEET EAST OF THE EAST FACE OF THE BUILDING, 7
 BO0347'FEET NORTH OF THE CENTER LINE OF THE ENTRANCE, AND 2 1/2 FEET ABOVE
 BO0347'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0049 ***********************************************************************
 CT0049  DESIGNATION -  T 1050
 CT0049  PID         -  CT0049
 CT0049  STATE/COUNTY-  TX/PALO PINTO
 CT0049  USGS QUAD   -  STRAWN EAST (1984)
 CT0049
 CT0049                         *CURRENT SURVEY CONTROL
 CT0049  ___________________________________________________________________
 CT0049* NAD 83(1986)-  32 31 48.     (N)    098 25 18.     (W)     SCALED    
 CT0049* NAVD 88     -       295.406  (meters)     969.18   (feet)  ADJUSTED  
 CT0049  ___________________________________________________________________
 CT0049  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CT0049  DYNAMIC HT  -         295.038 (meters)     967.97  (feet)  COMP
 CT0049  MODELED GRAV-     979,385.3   (mgal)                       NAVD 88
 CT0049
 CT0049  VERT ORDER  -  FIRST     CLASS II
 CT0049
 CT0049.The horizontal coordinates were scaled from a topographic map and have
 CT0049.an estimated accuracy of +/- 6 seconds.
 CT0049
 CT0049.The orthometric height was determined by differential leveling
 CT0049.and adjusted by the National Geodetic Survey in June 1991..
 CT0049
 CT0049.The geoid height was determined by GEOID03.
 CT0049
 CT0049.The dynamic height is computed by dividing the NAVD 88
 CT0049.geopotential number by the normal gravity value computed on the
 CT0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0049.degrees latitude (g = 980.6199 gals.).
 CT0049
 CT0049.The modeled gravity was interpolated from observed gravity values.
 CT0049
 CT0049;                    North         East    Units  Estimated Accuracy
 CT0049;SPC TXNC     - 2,095,740.      607,360.      MT  (+/- 180 meters Scaled)
 CT0049
 CT0049                          SUPERSEDED SURVEY CONTROL
 CT0049
 CT0049  NGVD 29 (??/??/92)  295.30   (m)          968.8    (f) COMPUTED    1 2
 CT0049
 CT0049.Superseded values are not recommended for survey control.
 CT0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0049.See file dsdata.txt to determine how the superseded data were derived.
 CT0049
 CT0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA543993(NAD 83)
 CT0049_MARKER: DB = BENCH MARK DISK
 CT0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0049_STAMPING: T 1050 1956
 CT0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0049+STABILITY: SURFACE MOTION
 CT0049
 CT0049  HISTORY     - Date     Condition        Report By
 CT0049  HISTORY     - 1956     MONUMENTED       CGS
 CT0049  HISTORY     - 19980627 GOOD             USPSQD
 CT0049  HISTORY     - 20020316 GOOD             USPSQD
 CT0049  HISTORY     - 20040327 GOOD             USPSQD
 CT0049
 CT0049                          STATION DESCRIPTION
 CT0049
 CT0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0049'0.9 MI S FROM MINGUS.
 CT0049'0.9 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE TEXAS AND PACIFIC
 CT0049'RAILROAD STATION AT MINGUS, 139.5 FEET SOUTHWEST OF THE SOUTHWEST
 CT0049'CORNER OF A BRICK HOUSE, 51 FEET EAST OF THE CENTER LINE OF THE
 CT0049'HIGHWAY, 36 FEET SOUTH OF THE CENTER OF A CATTLE GUARD ACROSS A
 CT0049'PRIVATE DRIVEWAY, 4 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET WEST OF
 CT0049'A FENCE, 2.3 FEET NORTH OF A WITNESS POST, 0.7 MILE NORTH OF BENCH
 CT0049'MARK S 1050, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 CT0049'ABOVE THE GROUND.
 CT0049
 CT0049                          STATION RECOVERY (1998)
 CT0049
 CT0049'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0049'RECOVERED IN GOOD CONDITION.
 CT0049
 CT0049                          STATION RECOVERY (2002)
 CT0049
 CT0049'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CT0049'RECOVERED IN GOOD CONDITION.
 CT0049
 CT0049                          STATION RECOVERY (2004)
 CT0049
 CT0049'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0506 ***********************************************************************
 CT0506  DESIGNATION -  T 1051
 CT0506  PID         -  CT0506
 CT0506  STATE/COUNTY-  TX/TAYLOR
 CT0506  USGS QUAD   -  ABILENE EAST (1987)
 CT0506
 CT0506                         *CURRENT SURVEY CONTROL
 CT0506  ___________________________________________________________________
 CT0506* NAD 83(1986)-  32 26 22.     (N)    099 40 10.     (W)     SCALED    
 CT0506* NAVD 88     -       525.828  (meters)    1725.15   (feet)  ADJUSTED  
 CT0506  ___________________________________________________________________
 CT0506  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CT0506  DYNAMIC HT  -         525.145 (meters)    1722.91  (feet)  COMP
 CT0506  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 CT0506
 CT0506  VERT ORDER  -  FIRST     CLASS II
 CT0506
 CT0506.The horizontal coordinates were scaled from a topographic map and have
 CT0506.an estimated accuracy of +/- 6 seconds.
 CT0506
 CT0506.The orthometric height was determined by differential leveling
 CT0506.and adjusted by the National Geodetic Survey in June 1991..
 CT0506
 CT0506.The geoid height was determined by GEOID03.
 CT0506
 CT0506.The dynamic height is computed by dividing the NAVD 88
 CT0506.geopotential number by the normal gravity value computed on the
 CT0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0506.degrees latitude (g = 980.6199 gals.).
 CT0506
 CT0506.The modeled gravity was interpolated from observed gravity values.
 CT0506
 CT0506;                    North         East    Units  Estimated Accuracy
 CT0506;SPC TXNC     - 2,086,310.      490,040.      MT  (+/- 180 meters Scaled)
 CT0506
 CT0506                          SUPERSEDED SURVEY CONTROL
 CT0506
 CT0506  NGVD 29 (??/??/92)  525.674  (m)         1724.65   (f) ADJ UNCH    1 2
 CT0506
 CT0506.Superseded values are not recommended for survey control.
 CT0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0506.See file dsdata.txt to determine how the superseded data were derived.
 CT0506
 CT0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA370893(NAD 83)
 CT0506_MARKER: DB = BENCH MARK DISK
 CT0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0506_STAMPING: T 1051 1956
 CT0506_MARK LOGO: CGS   
 CT0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0506+STABILITY: SURFACE MOTION
 CT0506
 CT0506  HISTORY     - Date     Condition        Report By
 CT0506  HISTORY     - 1956     MONUMENTED       CGS
 CT0506  HISTORY     - 1961     GOOD             NGS
 CT0506  HISTORY     - 1983     GOOD             NGS
 CT0506  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 CT0506  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0506
 CT0506                          STATION DESCRIPTION
 CT0506
 CT0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0506'3.9 MI E FROM ABILENE.
 CT0506'3.9 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0506'AT ABILENE, 10 POLES EAST OF MILEPOST 403, 6 RAILS EAST OF A TELEPHONE
 CT0506'BOX, 46 FEET NORTH OF THE NORTH RAIL, 38 FEET NORTHEAST OF A TELEPHONE
 CT0506'POLE, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, 0.2 MILE
 CT0506'WEST OF A PRIVATE ROAD CROSSING, SET IN THE TOP OF A CONCRETE POST
 CT0506'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CT0506
 CT0506                          STATION RECOVERY (1961)
 CT0506
 CT0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0506'RECOVERED IN GOOD CONDITION.
 CT0506
 CT0506                          STATION RECOVERY (1983)
 CT0506
 CT0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0506'RECOVERED IN GOOD CONDITION.
 CT0506
 CT0506                          STATION RECOVERY (1994)
 CT0506
 CT0506'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0506'MARK NOT FOUND.
 CT0506
 CT0506                          STATION RECOVERY (2001)
 CT0506
 CT0506'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0403 ***********************************************************************
 CT0403  DESIGNATION -  T 1052
 CT0403  PID         -  CT0403
 CT0403  STATE/COUNTY-  TX/CALLAHAN
 CT0403  USGS QUAD   -  JAYELL (1966)
 CT0403
 CT0403                         *CURRENT SURVEY CONTROL
 CT0403  ___________________________________________________________________
 CT0403* NAD 83(1986)-  32 22 57.     (N)    099 18 50.     (W)     SCALED    
 CT0403* NAVD 88     -       469.451  (meters)    1540.19   (feet)  ADJUSTED  
 CT0403  ___________________________________________________________________
 CT0403  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CT0403  DYNAMIC HT  -         468.843 (meters)    1538.20  (feet)  COMP
 CT0403  MODELED GRAV-     979,330.8   (mgal)                       NAVD 88
 CT0403
 CT0403  VERT ORDER  -  FIRST     CLASS II
 CT0403
 CT0403.The horizontal coordinates were scaled from a topographic map and have
 CT0403.an estimated accuracy of +/- 6 seconds.
 CT0403
 CT0403.The orthometric height was determined by differential leveling
 CT0403.and adjusted by the National Geodetic Survey in June 1991..
 CT0403
 CT0403.The geoid height was determined by GEOID03.
 CT0403
 CT0403.The dynamic height is computed by dividing the NAVD 88
 CT0403.geopotential number by the normal gravity value computed on the
 CT0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0403.degrees latitude (g = 980.6199 gals.).
 CT0403
 CT0403.The modeled gravity was interpolated from observed gravity values.
 CT0403
 CT0403;                    North         East    Units  Estimated Accuracy
 CT0403;SPC TXNC     - 2,079,680.      523,420.      MT  (+/- 180 meters Scaled)
 CT0403
 CT0403                          SUPERSEDED SURVEY CONTROL
 CT0403
 CT0403  NGVD 29 (??/??/92)  469.282  (m)         1539.64   (f) ADJ UNCH    1 2
 CT0403
 CT0403.Superseded values are not recommended for survey control.
 CT0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0403.See file dsdata.txt to determine how the superseded data were derived.
 CT0403
 CT0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA704828(NAD 83)
 CT0403_MARKER: DB = BENCH MARK DISK
 CT0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0403_SP_SET: BRIDGE ABUTMENT
 CT0403_STAMPING: T 1052 1956
 CT0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0403
 CT0403  HISTORY     - Date     Condition        Report By
 CT0403  HISTORY     - 1956     MONUMENTED       CGS
 CT0403
 CT0403                          STATION DESCRIPTION
 CT0403
 CT0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0403'4.85 MI E FROM BAIRD.
 CT0403'4.85 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0403'AT BAIRD, 6.3 FEET NORTH OF THE NORTH RAIL, 1.6 FEET BELOW THE TOP OF
 CT0403'THE RAILS, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 CT0403'ABUTMENT OF BRIDGE 380.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0060 ***********************************************************************
 CT0060  DESIGNATION -  T 1053
 CT0060  PID         -  CT0060
 CT0060  STATE/COUNTY-  TX/PARKER
 CT0060  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0060
 CT0060                         *CURRENT SURVEY CONTROL
 CT0060  ___________________________________________________________________
 CT0060* NAD 83(1986)-  32 48 21.     (N)    098 02 42.     (W)     SCALED    
 CT0060* NAVD 88     -       254.462  (meters)     834.85   (feet)  ADJUSTED  
 CT0060  ___________________________________________________________________
 CT0060  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CT0060  DYNAMIC HT  -         254.151 (meters)     833.83  (feet)  COMP
 CT0060  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 CT0060
 CT0060  VERT ORDER  -  SECOND    CLASS 0
 CT0060
 CT0060.The horizontal coordinates were scaled from a topographic map and have
 CT0060.an estimated accuracy of +/- 6 seconds.
 CT0060
 CT0060.The orthometric height was determined by differential leveling
 CT0060.and adjusted by the National Geodetic Survey in June 1991..
 CT0060
 CT0060.The geoid height was determined by GEOID03.
 CT0060
 CT0060.The dynamic height is computed by dividing the NAVD 88
 CT0060.geopotential number by the normal gravity value computed on the
 CT0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0060.degrees latitude (g = 980.6199 gals.).
 CT0060
 CT0060.The modeled gravity was interpolated from observed gravity values.
 CT0060
 CT0060;                    North         East    Units  Estimated Accuracy
 CT0060;SPC TXNC     - 2,126,410.      642,610.      MT  (+/- 180 meters Scaled)
 CT0060
 CT0060                          SUPERSEDED SURVEY CONTROL
 CT0060
 CT0060  NGVD 29 (??/??/92)  254.362  (m)          834.52   (f) ADJ UNCH    2 0
 CT0060
 CT0060.Superseded values are not recommended for survey control.
 CT0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0060.See file dsdata.txt to determine how the superseded data were derived.
 CT0060
 CT0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB894301(NAD 83)
 CT0060_MARKER: DB = BENCH MARK DISK
 CT0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0060_SP_SET: BRIDGE ABUTMENT
 CT0060_STAMPING: T 1053 1956
 CT0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0060
 CT0060  HISTORY     - Date     Condition        Report By
 CT0060  HISTORY     - 1956     MONUMENTED       CGS
 CT0060  HISTORY     - 19971128 MARK NOT FOUND   USPSQD
 CT0060  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0060
 CT0060                          STATION DESCRIPTION
 CT0060
 CT0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0060'3.9 MI E FROM MINERAL WELLS.
 CT0060'3.9 MILES EAST ALONG THE WEATHERFORD, MINERAL WELLS AND NORTHWESTERN
 CT0060'RAILROAD FROM THE STATION AT MINERAL WELLS, 3.1 FEET SOUTH OF THE
 CT0060'SOUTH RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CT0060'SOUTH END OF THE WEST ABUTMENT OF BRIDGE 18.0.
 CT0060
 CT0060                          STATION RECOVERY (1997)
 CT0060
 CT0060'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0060'MARK NOT FOUND.
 CT0060
 CT0060                          STATION RECOVERY (2004)
 CT0060
 CT0060'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0615 ***********************************************************************
 CU0615  DESIGNATION -  T 1054
 CU0615  PID         -  CU0615
 CU0615  STATE/COUNTY-  TX/MARTIN
 CU0615  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0615
 CU0615                         *CURRENT SURVEY CONTROL
 CU0615  ___________________________________________________________________
 CU0615* NAD 83(1986)-  32 08 51.     (N)    101 44 16.     (W)     SCALED    
 CU0615* NAVD 88     -       785.683  (meters)    2577.70   (feet)  ADJUSTED  
 CU0615  ___________________________________________________________________
 CU0615  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CU0615  DYNAMIC HT  -         784.598 (meters)    2574.14  (feet)  COMP
 CU0615  MODELED GRAV-     979,232.9   (mgal)                       NAVD 88
 CU0615
 CU0615  VERT ORDER  -  FIRST     CLASS II
 CU0615
 CU0615.The horizontal coordinates were scaled from a topographic map and have
 CU0615.an estimated accuracy of +/- 6 seconds.
 CU0615
 CU0615.The orthometric height was determined by differential leveling
 CU0615.and adjusted by the National Geodetic Survey in June 1991..
 CU0615
 CU0615.The geoid height was determined by GEOID03.
 CU0615
 CU0615.The dynamic height is computed by dividing the NAVD 88
 CU0615.geopotential number by the normal gravity value computed on the
 CU0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0615.degrees latitude (g = 980.6199 gals.).
 CU0615
 CU0615.The modeled gravity was interpolated from observed gravity values.
 CU0615
 CU0615;                    North         East    Units  Estimated Accuracy
 CU0615;SPC TXNC     - 2,058,030.      294,590.      MT  (+/- 180 meters Scaled)
 CU0615
 CU0615                          SUPERSEDED SURVEY CONTROL
 CU0615
 CU0615  NGVD 29 (??/??/92)  785.384  (m)         2576.71   (f) ADJ UNCH    1 2
 CU0615
 CU0615.Superseded values are not recommended for survey control.
 CU0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0615.See file dsdata.txt to determine how the superseded data were derived.
 CU0615
 CU0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA417600(NAD 83)
 CU0615_MARKER: DB = BENCH MARK DISK
 CU0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0615_STAMPING: T 1054 1956
 CU0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0615+STABILITY: SURFACE MOTION
 CU0615
 CU0615  HISTORY     - Date     Condition        Report By
 CU0615  HISTORY     - 1956     MONUMENTED       CGS
 CU0615  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0615
 CU0615                          STATION DESCRIPTION
 CU0615
 CU0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0615'3.25 MI NE FROM STANTON.
 CU0615'3.25 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0615'STATION AT STANTON, 2 POLES NORTHEAST OF MILEPOST 531, 93 YARDS
 CU0615'NORTHWEST OF THE NORTHWEST RAIL, 134 FEET NORTHWEST OF THE CENTER LINE
 CU0615'OF THE NORTHWEST TRAFFIC LANE OF U.S. HIGHWAY 80, IN LINE WITH A FENCE
 CU0615'LEADING NORTHWEST, 2.9 FEET SOUTHEAST OF A FENCE, 2.7 FEET NORTHEAST
 CU0615'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CU0615'0.6 FOOT ABOVE THE GROUND.
 CU0615
 CU0615                          STATION RECOVERY (1982)
 CU0615
 CU0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0143 ***********************************************************************
 CU0143  DESIGNATION -  T 1055
 CU0143  PID         -  CU0143
 CU0143  STATE/COUNTY-  TX/TAYLOR
 CU0143  USGS QUAD   -  MERKEL WEST (1984)
 CU0143
 CU0143                         *CURRENT SURVEY CONTROL
 CU0143  ___________________________________________________________________
 CU0143* NAD 83(1986)-  32 28 16.     (N)    100 00 33.     (W)     SCALED    
 CU0143* NAVD 88     -       570.300  (meters)    1871.06   (feet)  ADJUSTED  
 CU0143  ___________________________________________________________________
 CU0143  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CU0143  DYNAMIC HT  -         569.559 (meters)    1868.63  (feet)  COMP
 CU0143  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 CU0143
 CU0143  VERT ORDER  -  FIRST     CLASS II
 CU0143
 CU0143.The horizontal coordinates were scaled from a topographic map and have
 CU0143.an estimated accuracy of +/- 6 seconds.
 CU0143
 CU0143.The orthometric height was determined by differential leveling
 CU0143.and adjusted by the National Geodetic Survey in June 1991..
 CU0143.WARNING-Repeat measurements at this control monument indicate possible
 CU0143.vertical movement.
 CU0143
 CU0143.The geoid height was determined by GEOID03.
 CU0143
 CU0143.The dynamic height is computed by dividing the NAVD 88
 CU0143.geopotential number by the normal gravity value computed on the
 CU0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0143.degrees latitude (g = 980.6199 gals.).
 CU0143
 CU0143.The modeled gravity was interpolated from observed gravity values.
 CU0143
 CU0143;                    North         East    Units  Estimated Accuracy
 CU0143;SPC TXNC     - 2,090,230.      458,140.      MT  (+/- 180 meters Scaled)
 CU0143
 CU0143                          SUPERSEDED SURVEY CONTROL
 CU0143
 CU0143  NGVD 29 (??/??/92)  570.110  (m)         1870.44   (f) ADJ UNCH    1 2
 CU0143
 CU0143.Superseded values are not recommended for survey control.
 CU0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0143.See file dsdata.txt to determine how the superseded data were derived.
 CU0143
 CU0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA051931(NAD 83)
 CU0143_MARKER: DB = BENCH MARK DISK
 CU0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0143_SP_SET: CONCRETE BASE
 CU0143_STAMPING: T 1055 1956
 CU0143_MARK LOGO: CGS   
 CU0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0143
 CU0143  HISTORY     - Date     Condition        Report By
 CU0143  HISTORY     - 1956     MONUMENTED       CGS
 CU0143  HISTORY     - 1961     GOOD             NGS
 CU0143  HISTORY     - 1982     GOOD             NGS
 CU0143  HISTORY     - 19940804 GOOD             USPSQD
 CU0143  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0143
 CU0143                          STATION DESCRIPTION
 CU0143
 CU0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0143'IN MERKEL.
 CU0143'AT MERKEL, 0.1 MILE EAST OF THE TEXAS AND PACIFIC RAILROAD STATION, 14
 CU0143'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 53 FEET NORTHEAST OF
 CU0143'THE CENTER OF A ROAD CROSSING, 58.4 FEET SOUTHWEST OF THE SOUTHWEST
 CU0143'CORNER OF A WAREHOUSE, FLUSH WITH THE GROUND, SET IN THE TOP OF THE
 CU0143'ROUND CONCRETE BASE OF AN OLD WATER TANK WHICH HAS BEEN REMOVED, 3
 CU0143'FEET NORTH OF THE SOUTH EDGE OF THE BASE.
 CU0143
 CU0143                          STATION RECOVERY (1961)
 CU0143
 CU0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0143'RECOVERED IN GOOD CONDITION.
 CU0143
 CU0143                          STATION RECOVERY (1982)
 CU0143
 CU0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0143'21.4 KM (13.3 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CU0143'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CU0143'ABILENE, AT THE FIRST PAVED STREET CROSSING AT THE WEST EDGE OF
 CU0143'MERKEL, IN TOP OF A ROUND CONCRETE FOUNDATION OF AN OLD RAILROAD WATER
 CU0143'TANK, 16.3 METERS (53.5 FT) EAST OF THE CENTER OF THE PAVED STREET,
 CU0143'7.7 METERS (25.3 FT) SOUTH OF THE NEAR RAIL OF THE NORTH TRACK, 4.2
 CU0143'METERS (13.8 FT) NORTH OF THE NEAR RAIL OF THE SOUTH TRACK AND 0.9
 CU0143'METER (3.0 FT) NORTH OF THE SOUTH EDGE OF THE FOUNDATION.  NOTE=THE
 CU0143'WATER TANK HAS BEEN REMOVED.
 CU0143'THE MARK IS 2.1 METERS  W FROM A WITNESS POST.
 CU0143'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CU0143
 CU0143                          STATION RECOVERY (1994)
 CU0143
 CU0143'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0143'RECOVERED IN GOOD CONDITION.
 CU0143
 CU0143                          STATION RECOVERY (2001)
 CU0143
 CU0143'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0169 ***********************************************************************
 CU0169  DESIGNATION -  T 1056
 CU0169  PID         -  CU0169
 CU0169  STATE/COUNTY-  TX/NOLAN
 CU0169  USGS QUAD   -  SWEETWATER (1987)
 CU0169
 CU0169                         *CURRENT SURVEY CONTROL
 CU0169  ___________________________________________________________________
 CU0169* NAD 83(1986)-  32 28 11.     (N)    100 24 21.     (W)     SCALED    
 CU0169* NAVD 88     -       660.012  (meters)    2165.39   (feet)  ADJUSTED  
 CU0169  ___________________________________________________________________
 CU0169  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CU0169  DYNAMIC HT  -         659.135 (meters)    2162.51  (feet)  COMP
 CU0169  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 CU0169
 CU0169  VERT ORDER  -  FIRST     CLASS II
 CU0169
 CU0169.The horizontal coordinates were scaled from a topographic map and have
 CU0169.an estimated accuracy of +/- 6 seconds.
 CU0169
 CU0169.The orthometric height was determined by differential leveling
 CU0169.and adjusted by the National Geodetic Survey in June 1991..
 CU0169
 CU0169.The geoid height was determined by GEOID03.
 CU0169
 CU0169.The dynamic height is computed by dividing the NAVD 88
 CU0169.geopotential number by the normal gravity value computed on the
 CU0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0169.degrees latitude (g = 980.6199 gals.).
 CU0169
 CU0169.The modeled gravity was interpolated from observed gravity values.
 CU0169
 CU0169;                    North         East    Units  Estimated Accuracy
 CU0169;SPC TXNC     - 2,090,680.      420,860.      MT  (+/- 180 meters Scaled)
 CU0169
 CU0169                          SUPERSEDED SURVEY CONTROL
 CU0169
 CU0169  NGVD 29 (??/??/92)  659.798  (m)         2164.69   (f) ADJ UNCH    1 2
 CU0169
 CU0169.Superseded values are not recommended for survey control.
 CU0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0169.See file dsdata.txt to determine how the superseded data were derived.
 CU0169
 CU0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA678933(NAD 83)
 CU0169_MARKER: DB = BENCH MARK DISK
 CU0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0169_SP_SET: ABUTMENT
 CU0169_STAMPING: T 1056 1956
 CU0169_MARK LOGO: CGS   
 CU0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0169
 CU0169  HISTORY     - Date     Condition        Report By
 CU0169  HISTORY     - 1956     MONUMENTED       CGS
 CU0169  HISTORY     - 1982     GOOD             NGS
 CU0169
 CU0169                          STATION DESCRIPTION
 CU0169
 CU0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0169'0.1 MI NE FROM SWEETWATER.
 CU0169'0.1 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0169'STATION AT SWEETWATER, 47.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 CU0169'THE MAIN TRACK, FLUSH WITH THE GROUND, SET IN THE TOP OF THE NORTHWEST
 CU0169'END OF THE NORTHEAST ABUTMENT OF THE UNDERPASS OF STATE HIGHWAY 70.
 CU0169
 CU0169                          STATION RECOVERY (1982)
 CU0169
 CU0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0169'IN SWEETWATER, IN TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT
 CU0169'OF THE TEXAS AND PACIFIC RAILROAD OVERPASS OF STATE HIGHWAY 70, 0.1 KM
 CU0169'(0.05 MI) NORTHEAST OF THE RAILROAD FREIGHT OFFICE IN SWEETWATER, 3.2
 CU0169'METERS (10.5 FT) NORTHWEST OF THE NEAR RAIL AND 0.4 METER (1.3 FT)
 CU0169'NORTHEAST OF THE SOUTHEAST END OF A STEEL GUARD RAIL.
 CU0169'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0285 ***********************************************************************
 CU0285  DESIGNATION -  T 1057
 CU0285  PID         -  CU0285
 CU0285  STATE/COUNTY-  TX/MITCHELL
 CU0285  USGS QUAD   -  LORAINE (1969)
 CU0285
 CU0285                         *CURRENT SURVEY CONTROL
 CU0285  ___________________________________________________________________
 CU0285* NAD 83(1986)-  32 25 37.     (N)    100 40 25.     (W)     SCALED    
 CU0285* NAVD 88     -       726.183  (meters)    2382.49   (feet)  ADJUSTED  
 CU0285  ___________________________________________________________________
 CU0285  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CU0285  DYNAMIC HT  -         725.205 (meters)    2379.28  (feet)  COMP
 CU0285  MODELED GRAV-     979,267.9   (mgal)                       NAVD 88
 CU0285
 CU0285  VERT ORDER  -  FIRST     CLASS II
 CU0285
 CU0285.The horizontal coordinates were scaled from a topographic map and have
 CU0285.an estimated accuracy of +/- 6 seconds.
 CU0285
 CU0285.The orthometric height was determined by differential leveling
 CU0285.and adjusted by the National Geodetic Survey in June 1991..
 CU0285.WARNING-Repeat measurements at this control monument indicate possible
 CU0285.vertical movement.
 CU0285
 CU0285.The geoid height was determined by GEOID03.
 CU0285
 CU0285.The dynamic height is computed by dividing the NAVD 88
 CU0285.geopotential number by the normal gravity value computed on the
 CU0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0285.degrees latitude (g = 980.6199 gals.).
 CU0285
 CU0285.The modeled gravity was interpolated from observed gravity values.
 CU0285
 CU0285;                    North         East    Units  Estimated Accuracy
 CU0285;SPC TXNC     - 2,086,420.      395,600.      MT  (+/- 180 meters Scaled)
 CU0285
 CU0285                          SUPERSEDED SURVEY CONTROL
 CU0285
 CU0285  NGVD 29 (??/??/92)  725.946  (m)         2381.71   (f) ADJ UNCH    1 2
 CU0285
 CU0285.Superseded values are not recommended for survey control.
 CU0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0285.See file dsdata.txt to determine how the superseded data were derived.
 CU0285
 CU0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA426889(NAD 83)
 CU0285_MARKER: DB = BENCH MARK DISK
 CU0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0285_SP_SET: CULVERT
 CU0285_STAMPING: T 1057 1956
 CU0285_MARK LOGO: CGS   
 CU0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0285
 CU0285  HISTORY     - Date     Condition        Report By
 CU0285  HISTORY     - 1956     MONUMENTED       CGS
 CU0285  HISTORY     - 1982     GOOD             NGS
 CU0285
 CU0285                          STATION DESCRIPTION
 CU0285
 CU0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0285'2.6 MI NE FROM LORAINE.
 CU0285'2.6 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0285'STATION AT LORAINE, 1/2 POLE SOUTHWEST OF MILEPOST 464, 15.6 FEET
 CU0285'NORTHWEST OF THE NORTHWEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS,
 CU0285'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A 30
 CU0285'INCH CONCRETE PIPE CULVERT.
 CU0285
 CU0285                          STATION RECOVERY (1982)
 CU0285
 CU0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0285'12.9 KM (8.0 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0285'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, IN TOP OF THE EAST
 CU0285'END OF THE NORTH HEADWALL OF AN 8 BY 8 FT CONCRETE PIPE CULVERT, 23.8
 CU0285'METERS (78.1 FT) WEST OF MILEPOST 464 AND 4.8 METERS (15.7 FT) NORTH
 CU0285'OF THE NEAR RAIL.
 CU0285'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0350 ***********************************************************************
 CC0350  DESIGNATION -  T 1058
 CC0350  PID         -  CC0350
 CC0350  STATE/COUNTY-  TX/REEVES
 CC0350  USGS QUAD   -  HERMOSA SW (1970)
 CC0350
 CC0350                         *CURRENT SURVEY CONTROL
 CC0350  ___________________________________________________________________
 CC0350* NAD 83(1986)-  31 21 00.     (N)    103 43 14.     (W)     SCALED    
 CC0350* NAVD 88     -       858.523  (meters)    2816.67   (feet)  ADJUSTED  
 CC0350  ___________________________________________________________________
 CC0350  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CC0350  DYNAMIC HT  -         857.254 (meters)    2812.51  (feet)  COMP
 CC0350  MODELED GRAV-     979,134.1   (mgal)                       NAVD 88
 CC0350
 CC0350  VERT ORDER  -  FIRST     CLASS II
 CC0350
 CC0350.The horizontal coordinates were scaled from a topographic map and have
 CC0350.an estimated accuracy of +/- 6 seconds.
 CC0350
 CC0350.The orthometric height was determined by differential leveling
 CC0350.and adjusted by the National Geodetic Survey in June 1991..
 CC0350
 CC0350.The geoid height was determined by GEOID03.
 CC0350
 CC0350.The dynamic height is computed by dividing the NAVD 88
 CC0350.geopotential number by the normal gravity value computed on the
 CC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0350.degrees latitude (g = 980.6199 gals.).
 CC0350
 CC0350.The modeled gravity was interpolated from observed gravity values.
 CC0350
 CC0350;                    North         East    Units  Estimated Accuracy
 CC0350;SPC TX C     - 3,191,510.      377,780.      MT  (+/- 180 meters Scaled)
 CC0350
 CC0350                          SUPERSEDED SURVEY CONTROL
 CC0350
 CC0350  NGVD 29 (??/??/92)  858.174  (m)         2815.53   (f) ADJ UNCH    1 2
 CC0350
 CC0350.Superseded values are not recommended for survey control.
 CC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0350.See file dsdata.txt to determine how the superseded data were derived.
 CC0350
 CC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ217690(NAD 83)
 CC0350_MARKER: DB = BENCH MARK DISK
 CC0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0350_STAMPING: T 1058 1956
 CC0350_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0350+STABILITY: SURFACE MOTION
 CC0350
 CC0350  HISTORY     - Date     Condition        Report By
 CC0350  HISTORY     - 1956     MONUMENTED       CGS
 CC0350  HISTORY     - 1981     GOOD             NGS
 CC0350
 CC0350                          STATION DESCRIPTION
 CC0350
 CC0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0350'4.9 MI NE FROM TOYAH.
 CC0350'4.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0350'STATION AT TOYAH, 35.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 8 FEET
 CC0350'SOUTHWEST OF THE 4TH POLE SOUTHWEST OF MILEPOST 661, 2.3 FEET
 CC0350'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0350'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0350
 CC0350                          STATION RECOVERY (1981)
 CC0350
 CC0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0350'7.9 KM (4.9 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0350'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.7 KM (0.45 MI) NORTHEAST
 CC0350'OF MILE POST 27, 0.2 KM (0.15 MI) SOUTHWEST OF MISSOURI PACIFIC
 CC0350'RAILROAD MILE POST 661, AT A POWERLINE CROSSING, 137.2 METERS
 CC0350'(450.0 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF
 CC0350'THE HIGHWAY, 34.7 METERS (114.0 FT) NORTHWEST OF THE CENTER OF A
 CC0350'GRAVELED ROAD, 10.9 METERS (35.7 FT) SOUTHEAST OF THE NEAR RAIL,
 CC0350'2.1 METERS (7.0 FT) NORTHEAST OF A UTILITY POLE, AND 0.7 METER
 CC0350'(2.3 FT) EAST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0350'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CC0350'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0187 ***********************************************************************
 BP0187  DESIGNATION -  T 106
 BP0187  PID         -  BP0187
 BP0187  STATE/COUNTY-  TX/PECOS
 BP0187  USGS QUAD   -  PANTHER BLUFF (1970)
 BP0187
 BP0187                         *CURRENT SURVEY CONTROL
 BP0187  ___________________________________________________________________
 BP0187* NAD 83(1986)-  30 51 51.     (N)    102 31 32.     (W)     SCALED    
 BP0187* NAVD 88     -       843.834  (meters)    2768.48   (feet)  ADJUSTED  
 BP0187  ___________________________________________________________________
 BP0187  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 BP0187  DYNAMIC HT  -         842.574 (meters)    2764.34  (feet)  COMP
 BP0187  MODELED GRAV-     979,120.7   (mgal)                       NAVD 88
 BP0187
 BP0187  VERT ORDER  -  FIRST     CLASS II
 BP0187
 BP0187.The horizontal coordinates were scaled from a topographic map and have
 BP0187.an estimated accuracy of +/- 6 seconds.
 BP0187
 BP0187.The orthometric height was determined by differential leveling
 BP0187.and adjusted by the National Geodetic Survey in June 1991..
 BP0187
 BP0187.The geoid height was determined by GEOID03.
 BP0187
 BP0187.The dynamic height is computed by dividing the NAVD 88
 BP0187.geopotential number by the normal gravity value computed on the
 BP0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0187.degrees latitude (g = 980.6199 gals.).
 BP0187
 BP0187.The modeled gravity was interpolated from observed gravity values.
 BP0187
 BP0187;                    North         East    Units  Estimated Accuracy
 BP0187;SPC TX C     - 3,134,810.      490,380.      MT  (+/- 180 meters Scaled)
 BP0187
 BP0187                          SUPERSEDED SURVEY CONTROL
 BP0187
 BP0187  NGVD 29 (??/??/92)  843.517  (m)         2767.44   (f) ADJ UNCH    1 2
 BP0187
 BP0187.Superseded values are not recommended for survey control.
 BP0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0187.See file dsdata.txt to determine how the superseded data were derived.
 BP0187
 BP0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ365171(NAD 83)
 BP0187_MARKER: DB = BENCH MARK DISK
 BP0187_SETTING: 66 = SET IN ROCK OUTCROP
 BP0187_SP_SET: ROCK OUTCROP
 BP0187_STAMPING: T 106 1933 2767.439
 BP0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0187+STABILITY: POSITION/ELEVATION WELL
 BP0187
 BP0187  HISTORY     - Date     Condition        Report By
 BP0187  HISTORY     - 1933     MONUMENTED       CGS
 BP0187  HISTORY     - 1958     GOOD             NGS
 BP0187
 BP0187                          STATION DESCRIPTION
 BP0187
 BP0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0187'21.05 MI E FROM FORT STOCKTON.
 BP0187'ABOUT 21.05 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0187'SANTA FE RAILWAY STATION AT FORT STOCKTON, IN THE TOP OF A FLAT ROCK
 BP0187'OUTCROP PROJECTING 9 INCHES ON THE SOUTH SIDE, 193 FEET NORTH OF THE
 BP0187'CENTER LINE OF THE HIGHWAY, ABOUT 0.25 MILE WEST OF THE WEST END OF A
 BP0187'CUT ON THE CREST OF A HILL, ABOUT 0.15 MILE WEST OF A SMALL CONCRETE
 BP0187'CULVERT, 137 FEET NORTH OF THE NORTH HIGHWAY RIGHT OF WAY FENCE, AND
 BP0187'ABOUT 0.5 MILE EAST OF A CONCRETE HIGHWAY BRIDGE AND ROAD LEADING
 BP0187'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0314 ***********************************************************************
 CU0314  DESIGNATION -  T 1060
 CU0314  PID         -  CU0314
 CU0314  STATE/COUNTY-  TX/MITCHELL
 CU0314  USGS QUAD   -  CEDAR BEND (1979)
 CU0314
 CU0314                         *CURRENT SURVEY CONTROL
 CU0314  ___________________________________________________________________
 CU0314* NAD 83(1986)-  32 23 06.     (N)    100 54 09.     (W)     SCALED    
 CU0314* NAVD 88     -       658.041  (meters)    2158.92   (feet)  ADJUSTED  
 CU0314  ___________________________________________________________________
 CU0314  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CU0314  DYNAMIC HT  -         657.164 (meters)    2156.05  (feet)  COMP
 CU0314  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 CU0314
 CU0314  VERT ORDER  -  FIRST     CLASS II
 CU0314
 CU0314.The horizontal coordinates were scaled from a topographic map and have
 CU0314.an estimated accuracy of +/- 6 seconds.
 CU0314
 CU0314.The orthometric height was determined by differential leveling
 CU0314.and adjusted by the National Geodetic Survey in June 1991..
 CU0314
 CU0314.The geoid height was determined by GEOID03.
 CU0314
 CU0314.The dynamic height is computed by dividing the NAVD 88
 CU0314.geopotential number by the normal gravity value computed on the
 CU0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0314.degrees latitude (g = 980.6199 gals.).
 CU0314
 CU0314.The modeled gravity was interpolated from observed gravity values.
 CU0314
 CU0314;                    North         East    Units  Estimated Accuracy
 CU0314;SPC TXNC     - 2,082,240.      373,970.      MT  (+/- 180 meters Scaled)
 CU0314
 CU0314                          SUPERSEDED SURVEY CONTROL
 CU0314
 CU0314  NGVD 29 (??/??/92)  657.828  (m)         2158.22   (f) ADJ UNCH    1 2
 CU0314
 CU0314.Superseded values are not recommended for survey control.
 CU0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0314.See file dsdata.txt to determine how the superseded data were derived.
 CU0314
 CU0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA210847(NAD 83)
 CU0314_MARKER: DB = BENCH MARK DISK
 CU0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0314_STAMPING: T 1060 1956
 CU0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0314+STABILITY: SURFACE MOTION
 CU0314
 CU0314  HISTORY     - Date     Condition        Report By
 CU0314  HISTORY     - 1956     MONUMENTED       CGS
 CU0314
 CU0314                          STATION DESCRIPTION
 CU0314
 CU0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0314'2.05 MI W FROM COLORADO CITY.
 CU0314'2.05 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0314'AT COLORADO CITY, AT THE EAST END OF A CUT, 25.5 FEET WEST OF THE 3RD
 CU0314'POLE EAST OF MILEPOST 478, 55 FEET SOUTH OF THE SOUTH RAIL, 6 FEET
 CU0314'NORTH OF A FENCE, 3.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 CU0314'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0037 ***********************************************************************
 CC0037  DESIGNATION -  T 1061
 CC0037  PID         -  CC0037
 CC0037  STATE/COUNTY-  TX/MIDLAND
 CC0037  USGS QUAD   -  ODESSA NE (1981)
 CC0037
 CC0037                         *CURRENT SURVEY CONTROL
 CC0037  ___________________________________________________________________
 CC0037* NAD 83(1986)-  31 53 28.     (N)    102 16 33.     (W)     SCALED    
 CC0037* NAVD 88     -       874.786  (meters)    2870.03   (feet)  ADJUSTED  
 CC0037  ___________________________________________________________________
 CC0037  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CC0037  DYNAMIC HT  -         873.545 (meters)    2865.96  (feet)  COMP
 CC0037  MODELED GRAV-     979,191.6   (mgal)                       NAVD 88
 CC0037
 CC0037  VERT ORDER  -  FIRST     CLASS II
 CC0037
 CC0037.The horizontal coordinates were scaled from a topographic map and have
 CC0037.an estimated accuracy of +/- 6 seconds.
 CC0037
 CC0037.The orthometric height was determined by differential leveling
 CC0037.and adjusted by the National Geodetic Survey in June 1991..
 CC0037
 CC0037.The geoid height was determined by GEOID03.
 CC0037
 CC0037.The dynamic height is computed by dividing the NAVD 88
 CC0037.geopotential number by the normal gravity value computed on the
 CC0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0037.degrees latitude (g = 980.6199 gals.).
 CC0037
 CC0037.The modeled gravity was interpolated from observed gravity values.
 CC0037
 CC0037;                    North         East    Units  Estimated Accuracy
 CC0037;SPC TX C     - 3,248,210.      516,240.      MT  (+/- 180 meters Scaled)
 CC0037
 CC0037                          SUPERSEDED SURVEY CONTROL
 CC0037
 CC0037  NGVD 29 (??/??/92)  874.389  (m)         2868.72   (f) ADJ UNCH    1 2
 CC0037
 CC0037.Superseded values are not recommended for survey control.
 CC0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0037.See file dsdata.txt to determine how the superseded data were derived.
 CC0037
 CC0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR576316(NAD 83)
 CC0037_MARKER: DB = BENCH MARK DISK
 CC0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0037_STAMPING: T 1061 1956
 CC0037_MARK LOGO: CGS   
 CC0037_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0037+STABILITY: SURFACE MOTION
 CC0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0037+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2001
 CC0037
 CC0037  HISTORY     - Date     Condition        Report By
 CC0037  HISTORY     - 1956     MONUMENTED       CGS
 CC0037  HISTORY     - 1982     GOOD             NGS
 CC0037  HISTORY     - 20010413 GOOD             TXDOT
 CC0037
 CC0037                          STATION DESCRIPTION
 CC0037
 CC0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0037'6.3 MI NE FROM ODESSA.
 CC0037'6.3 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0037'STATION AT ODESSA, 7 POLES SOUTHWEST OF MILEPOST 567, 84 FEET
 CC0037'NORTHEAST OF THE CENTER OF A GATE, 44.5 FEET SOUTHEAST OF THE
 CC0037'SOUTHEAST RAIL, 4.4 FEET SOUTHEAST OF A TELEPHONE POLE, 2.7 FEET
 CC0037'NORTHWEST OF A FENCE, 2.2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 CC0037'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0037
 CC0037                          STATION RECOVERY (1982)
 CC0037
 CC0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0037'10.1 KM (6.3 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0037'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 25.9 METERS (85.0
 CC0037'FT) NORTHEAST OF THE CENTER OF A GATE, 13.6 METERS (44.6 FT) SOUTHEAST
 CC0037'OF THE NEAR RAIL AND 0.6 METER (2.0 FT) NORTHWEST OF A FENCE.
 CC0037'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CC0037'THE MARK IS 0.5 M BELOW THE TRACKS.
 CC0037
 CC0037                          STATION RECOVERY (2001)
 CC0037
 CC0037'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 CC0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0200 ***********************************************************************
 CC0200  DESIGNATION -  T 1062
 CC0200  PID         -  CC0200
 CC0200  STATE/COUNTY-  TX/ECTOR
 CC0200  USGS QUAD   -  DOURO (1981)
 CC0200
 CC0200                         *CURRENT SURVEY CONTROL
 CC0200  ___________________________________________________________________
 CC0200* NAD 83(1986)-  31 45 04.     (N)    102 34 31.     (W)     SCALED    
 CC0200* NAVD 88     -       919.515  (meters)    3016.78   (feet)  ADJUSTED  
 CC0200  ___________________________________________________________________
 CC0200  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CC0200  DYNAMIC HT  -         918.221 (meters)    3012.53  (feet)  COMP
 CC0200  MODELED GRAV-     979,200.9   (mgal)                       NAVD 88
 CC0200
 CC0200  VERT ORDER  -  FIRST     CLASS II
 CC0200
 CC0200.The horizontal coordinates were scaled from a topographic map and have
 CC0200.an estimated accuracy of +/- 6 seconds.
 CC0200
 CC0200.The orthometric height was determined by differential leveling
 CC0200.and adjusted by the National Geodetic Survey in June 1991..
 CC0200
 CC0200.The geoid height was determined by GEOID03.
 CC0200
 CC0200.The dynamic height is computed by dividing the NAVD 88
 CC0200.geopotential number by the normal gravity value computed on the
 CC0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0200.degrees latitude (g = 980.6199 gals.).
 CC0200
 CC0200.The modeled gravity was interpolated from observed gravity values.
 CC0200
 CC0200;                    North         East    Units  Estimated Accuracy
 CC0200;SPC TX C     - 3,233,220.      487,600.      MT  (+/- 180 meters Scaled)
 CC0200
 CC0200                          SUPERSEDED SURVEY CONTROL
 CC0200
 CC0200  NGVD 29 (??/??/92)  919.148  (m)         3015.57   (f) ADJ UNCH    1 2
 CC0200
 CC0200.Superseded values are not recommended for survey control.
 CC0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0200.See file dsdata.txt to determine how the superseded data were derived.
 CC0200
 CC0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR296154(NAD 83)
 CC0200_MARKER: DB = BENCH MARK DISK
 CC0200_SETTING: 66 = SET IN ROCK OUTCROP
 CC0200_SP_SET: LEDGE
 CC0200_STAMPING: T 1062 1956
 CC0200_MARK LOGO: CGS   
 CC0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0200+STABILITY: POSITION/ELEVATION WELL
 CC0200
 CC0200  HISTORY     - Date     Condition        Report By
 CC0200  HISTORY     - 1956     MONUMENTED       CGS
 CC0200  HISTORY     - 1982     GOOD             NGS
 CC0200
 CC0200                          STATION DESCRIPTION
 CC0200
 CC0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0200'14.1 MI SW FROM ODESSA.
 CC0200'14.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0200'STATION AT ODESSA, 8.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 1/2
 CC0200'RAILS NORTHEAST OF THE SOUTHWEST END OF A CUT, 56 FEET WEST OF THE
 CC0200'13TH POLE NORTHEAST OF MILEPOST 588, SET IN THE TOP OF A SANDSTONE
 CC0200'LEDGE.
 CC0200
 CC0200                          STATION RECOVERY (1982)
 CC0200
 CC0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0200'23.2 KM (14.4 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0200'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, IN THE CENTER OF A
 CC0200'2 BY 2 FT ROCK LEDGE OF A RAILROAD CUT, 1.3 KM (0.8 MI) SOUTHWEST OF
 CC0200'THE JUNCTION OF THE RAILROAD AND U.S. HIGHWAY 80, 0.6 KM (0.35 MI)
 CC0200'EAST OF MILEPOST 688, 6.5 RAILS EAST OF THE WEST EDGE OF THE CUT AND
 CC0200'2.5 METERS (8.2 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0200'THE MARK IS 4.0 METERS  NNW FROM A WITNESS POST.
 CC0200'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0375 ***********************************************************************
 CC0375  DESIGNATION -  T 1063
 CC0375  PID         -  CC0375
 CC0375  STATE/COUNTY-  TX/REEVES
 CC0375  USGS QUAD   -  PECOS WEST (1981)
 CC0375
 CC0375                         *CURRENT SURVEY CONTROL
 CC0375  ___________________________________________________________________
 CC0375* NAD 83(1986)-  31 29 07.     (N)    103 31 24.     (W)     SCALED    
 CC0375* NAVD 88     -       798.649  (meters)    2620.23   (feet)  POSTED    
 CC0375  ___________________________________________________________________
 CC0375  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CC0375  DYNAMIC HT  -         797.480 (meters)    2616.40  (feet)  COMP
 CC0375  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 CC0375
 CC0375  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CC0375
 CC0375.The horizontal coordinates were scaled from a topographic map and have
 CC0375.an estimated accuracy of +/- 6 seconds.
 CC0375
 CC0375.The orthometric height was determined by differential leveling
 CC0375.and adjusted by the National Geodetic Survey in 1992..
 CC0375.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CC0375.rate greater than 8.0 mm/km.
 CC0375
 CC0375.The geoid height was determined by GEOID03.
 CC0375
 CC0375.The dynamic height is computed by dividing the NAVD 88
 CC0375.geopotential number by the normal gravity value computed on the
 CC0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0375.degrees latitude (g = 980.6199 gals.).
 CC0375
 CC0375.The modeled gravity was interpolated from observed gravity values.
 CC0375
 CC0375;                    North         East    Units  Estimated Accuracy
 CC0375;SPC TX C     - 3,205,950.      396,960.      MT  (+/- 180 meters Scaled)
 CC0375
 CC0375                          SUPERSEDED SURVEY CONTROL
 CC0375
 CC0375  NGVD 29 (??/??/92)  798.385  (m)         2619.37   (f) ADJ UNCH    1 2
 CC0375
 CC0375.Superseded values are not recommended for survey control.
 CC0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0375.See file dsdata.txt to determine how the superseded data were derived.
 CC0375
 CC0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ402843(NAD 83)
 CC0375_MARKER: DB = BENCH MARK DISK
 CC0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0375_STAMPING: T 1063 1956
 CC0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0375+STABILITY: SURFACE MOTION
 CC0375
 CC0375  HISTORY     - Date     Condition        Report By
 CC0375  HISTORY     - 1956     MONUMENTED       CGS
 CC0375  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0375
 CC0375                          STATION DESCRIPTION
 CC0375
 CC0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0375'4.5 MI N FROM PECOS.
 CC0375'4.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0375'STATION AT PECOS, 19.4 FEET EAST OF THE EAST RAIL, 86.4 FEET SOUTHEAST
 CC0375'OF THE 1ST POLE SOUTH OF MILEPOST 267, 52 FEET WEST OF THE CENTER LINE
 CC0375'OF A GRAVELED ROAD, 2.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 CC0375'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CC0375
 CC0375                          STATION RECOVERY (1981)
 CC0375
 CC0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0375'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0048 ***********************************************************************
 CC0048  DESIGNATION -  T 1064
 CC0048  PID         -  CC0048
 CC0048  STATE/COUNTY-  TX/ECTOR
 CC0048  USGS QUAD   -  ODESSA NW (1981)
 CC0048
 CC0048                         *CURRENT SURVEY CONTROL
 CC0048  ___________________________________________________________________
 CC0048* NAD 83(1986)-  31 53 59.     (N)    102 23 27.     (W)     SCALED    
 CC0048* NAVD 88     -       899.416  (meters)    2950.83   (feet)  ADJUSTED  
 CC0048  ___________________________________________________________________
 CC0048  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CC0048  DYNAMIC HT  -         898.143 (meters)    2946.66  (feet)  COMP
 CC0048  MODELED GRAV-     979,193.9   (mgal)                       NAVD 88
 CC0048
 CC0048  VERT ORDER  -  FIRST     CLASS II
 CC0048
 CC0048.The horizontal coordinates were scaled from a topographic map and have
 CC0048.an estimated accuracy of +/- 6 seconds.
 CC0048
 CC0048.The orthometric height was determined by differential leveling
 CC0048.and adjusted by the National Geodetic Survey in June 1991..
 CC0048
 CC0048.The geoid height was determined by GEOID03.
 CC0048
 CC0048.The dynamic height is computed by dividing the NAVD 88
 CC0048.geopotential number by the normal gravity value computed on the
 CC0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0048.degrees latitude (g = 980.6199 gals.).
 CC0048
 CC0048.The modeled gravity was interpolated from observed gravity values.
 CC0048
 CC0048;                    North         East    Units  Estimated Accuracy
 CC0048;SPC TX C     - 3,249,360.      505,380.      MT  (+/- 180 meters Scaled)
 CC0048
 CC0048                          SUPERSEDED SURVEY CONTROL
 CC0048
 CC0048  NGVD 29 (??/??/92)  899.021  (m)         2949.54   (f) ADJ UNCH    1 2
 CC0048
 CC0048.Superseded values are not recommended for survey control.
 CC0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0048.See file dsdata.txt to determine how the superseded data were derived.
 CC0048
 CC0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR467322(NAD 83)
 CC0048_MARKER: DB = BENCH MARK DISK
 CC0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0048_STAMPING: T 1064 1956
 CC0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0048+STABILITY: SURFACE MOTION
 CC0048
 CC0048  HISTORY     - Date     Condition        Report By
 CC0048  HISTORY     - 1956     MONUMENTED       CGS
 CC0048  HISTORY     - 1978     GOOD             DOD
 CC0048
 CC0048                          STATION DESCRIPTION
 CC0048
 CC0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0048'3.9 MI N FROM ODESSA.
 CC0048'3.9 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COURTHOUSE AT ODESSA,
 CC0048'143 YARDS SOUTH OF THE CENTER LINE OF 61ST STREET, 75 FEET WEST OF THE
 CC0048'CENTER LINE OF THE HIGHWAY, ON THE PROPERTY OF THE ROWAN DRILLING
 CC0048'COMPANY, 75.3 FEET EAST OF THE NORTHEAST CORNER OF THE SUPERINTENDENTS
 CC0048'HOUSE, 6.6 FEET SOUTH OF THE 2ND ELM TREE SOUTH OF THE NORTH END OF A
 CC0048'ROW OF 4 ELM TREES, 35.5 FEET EAST OF THE CENTER OF A YARD GATE, 3
 CC0048'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0048'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0048
 CC0048                          STATION RECOVERY (1978)
 CC0048
 CC0048'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CC0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0523 ***********************************************************************
 CC0523  DESIGNATION -  T 1065
 CC0523  PID         -  CC0523
 CC0523  STATE/COUNTY-  TX/REEVES
 CC0523  USGS QUAD   -  SAND LAKE (1981)
 CC0523
 CC0523                         *CURRENT SURVEY CONTROL
 CC0523  ___________________________________________________________________
 CC0523* NAD 83(1986)-  31 32 35.     (N)    103 31 33.     (W)     SCALED    
 CC0523* NAVD 88     -       794.375  (meters)    2606.21   (feet)  ADJUSTED  
 CC0523  ___________________________________________________________________
 CC0523  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CC0523  DYNAMIC HT  -         793.212 (meters)    2602.40  (feet)  COMP
 CC0523  MODELED GRAV-     979,151.3   (mgal)                       NAVD 88
 CC0523
 CC0523  VERT ORDER  -  FIRST     CLASS II
 CC0523
 CC0523.The horizontal coordinates were scaled from a topographic map and have
 CC0523.an estimated accuracy of +/- 6 seconds.
 CC0523
 CC0523.The orthometric height was determined by differential leveling
 CC0523.and adjusted by the National Geodetic Survey in June 1991..
 CC0523
 CC0523.The geoid height was determined by GEOID03.
 CC0523
 CC0523.The dynamic height is computed by dividing the NAVD 88
 CC0523.geopotential number by the normal gravity value computed on the
 CC0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0523.degrees latitude (g = 980.6199 gals.).
 CC0523
 CC0523.The modeled gravity was interpolated from observed gravity values.
 CC0523
 CC0523;                    North         East    Units  Estimated Accuracy
 CC0523;SPC TX C     - 3,212,360.      396,910.      MT  (+/- 180 meters Scaled)
 CC0523
 CC0523                          SUPERSEDED SURVEY CONTROL
 CC0523
 CC0523  NGVD 29 (??/??/92)  794.029  (m)         2605.08   (f) ADJ UNCH    1 2
 CC0523
 CC0523.Superseded values are not recommended for survey control.
 CC0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0523.See file dsdata.txt to determine how the superseded data were derived.
 CC0523
 CC0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ399907(NAD 83)
 CC0523_MARKER: DB = BENCH MARK DISK
 CC0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0523_STAMPING: T 1065 1956
 CC0523_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0523+STABILITY: SURFACE MOTION
 CC0523
 CC0523  HISTORY     - Date     Condition        Report By
 CC0523  HISTORY     - 1956     MONUMENTED       CGS
 CC0523  HISTORY     - 1981     GOOD             NGS
 CC0523
 CC0523                          STATION DESCRIPTION
 CC0523
 CC0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0523'8.5 MI N FROM PECOS.
 CC0523'8.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0523'STATION AT PECOS, 158.5 FEET SOUTHEAST OF MILEPOST 263, 101.5 FEET
 CC0523'EAST OF THE EAST RAIL, 132.1 FEET SOUTH OF BENCH MARK E 22, 21 FEET
 CC0523'EAST OF THE CENTER LINE OF A GRAVELED ROAD, 13.9 FEET SOUTH OF A POWER
 CC0523'POLE, IN LINE WITH A ROW OF POWER POLES, 6 FEET EAST OF A FENCE, 2.3
 CC0523'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0523'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CC0523
 CC0523                          STATION RECOVERY (1981)
 CC0523
 CC0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0523'13.4 KM (8.3 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0523'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0523'PECOS, 0.2 KM (0.15 MI) NORTH OF A GRAVELED ROAD CROSSING, 48.2
 CC0523'METERS (148.0 FT) SOUTHEAST OF MILE POST 263, 31.1 METERS (102.0 FT)
 CC0523'EAST OF THE NEAR RAIL, 6.4 METERS (21.0 FT) EAST OF THE CENTER OF
 CC0523'A TRACK ROAD, AND 4.2 METERS (13.9 FT) SOUTH OF UTILITY POLE NUMBER
 CC0523'36.15.
 CC0523'THE MARK IS 1.8 METERS  E FROM  A WITNESS POST AND FENCE
 CC0523'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0603 ***********************************************************************
 CD0603  DESIGNATION -  T 1066
 CD0603  PID         -  CD0603
 CD0603  STATE/COUNTY-  TX/HUDSPETH
 CD0603  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0603
 CD0603                         *CURRENT SURVEY CONTROL
 CD0603  ___________________________________________________________________
 CD0603* NAD 83(1986)-  31 14 04.     (N)    105 30 14.     (W)     SCALED    
 CD0603* NAVD 88     -      1336.949  (meters)    4386.31   (feet)  ADJUSTED  
 CD0603  ___________________________________________________________________
 CD0603  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CD0603  DYNAMIC HT  -        1334.827 (meters)    4379.34  (feet)  COMP
 CD0603  MODELED GRAV-     979,006.7   (mgal)                       NAVD 88
 CD0603
 CD0603  VERT ORDER  -  FIRST     CLASS II
 CD0603
 CD0603.The horizontal coordinates were scaled from a topographic map and have
 CD0603.an estimated accuracy of +/- 6 seconds.
 CD0603
 CD0603.The orthometric height was determined by differential leveling
 CD0603.and adjusted by the National Geodetic Survey in June 1991..
 CD0603
 CD0603.The geoid height was determined by GEOID03.
 CD0603
 CD0603.The dynamic height is computed by dividing the NAVD 88
 CD0603.geopotential number by the normal gravity value computed on the
 CD0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0603.degrees latitude (g = 980.6199 gals.).
 CD0603
 CD0603.The modeled gravity was interpolated from observed gravity values.
 CD0603
 CD0603;                    North         East    Units  Estimated Accuracy
 CD0603;SPC TX C     - 3,185,240.      207,630.      MT  (+/- 180 meters Scaled)
 CD0603
 CD0603                          SUPERSEDED SURVEY CONTROL
 CD0603
 CD0603  NGVD 29 (??/??/92) 1336.364  (m)         4384.39   (f) ADJ UNCH    1 2
 CD0603
 CD0603.Superseded values are not recommended for survey control.
 CD0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0603.See file dsdata.txt to determine how the superseded data were derived.
 CD0603
 CD0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ520556(NAD 83)
 CD0603_MARKER: DB = BENCH MARK DISK
 CD0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0603_STAMPING: T 1066 1956
 CD0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0603+STABILITY: SURFACE MOTION
 CD0603
 CD0603  HISTORY     - Date     Condition        Report By
 CD0603  HISTORY     - 1956     MONUMENTED       CGS
 CD0603
 CD0603                          STATION DESCRIPTION
 CD0603
 CD0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0603'10.2 MI W FROM SIERRA BLANCA.
 CD0603'10.2 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0603'STATION AT SIERRA BLANCA, 114.1 FEET NORTHWEST OF THE 10TH POLE WEST
 CD0603'OF MILEPOST 747, 44 FEET NORTH OF THE NORTH RAIL, 121.6 FEET EAST OF
 CD0603'THE NORTH END OF A STEEL PIPE CULVERT, 3 FEET SOUTH OF A FENCE, 2 FEET
 CD0603'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CD0603'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1130 ***********************************************************************
 CS1130  DESIGNATION -  T 1067
 CS1130  PID         -  CS1130
 CS1130  STATE/COUNTY-  TX/DALLAS
 CS1130  USGS QUAD   -  DUNCANVILLE (1981)
 CS1130
 CS1130                         *CURRENT SURVEY CONTROL
 CS1130  ___________________________________________________________________
 CS1130* NAD 83(1986)-  32 43 28.     (N)    096 59 08.     (W)     SCALED    
 CS1130* NAVD 88     -       152.76   (+/-2cm)     501.2    (feet)  VERTCON   
 CS1130  ___________________________________________________________________
 CS1130  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CS1130
 CS1130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS1130
 CS1130.The horizontal coordinates were scaled from a topographic map and have
 CS1130.an estimated accuracy of +/- 6 seconds.
 CS1130
 CS1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1130.The vertical order pertains to the NGVD 29 superseded value.
 CS1130
 CS1130.The geoid height was determined by GEOID03.
 CS1130
 CS1130;                    North         East    Units  Estimated Accuracy
 CS1130;SPC TXNC     - 2,118,320.      741,950.      MT  (+/- 180 meters Scaled)
 CS1130
 CS1130                          SUPERSEDED SURVEY CONTROL
 CS1130
 CS1130  NGVD 29 (??/??/92)  152.779  (m)          501.24   (f) ADJ UNCH    2 0
 CS1130
 CS1130.Superseded values are not recommended for survey control.
 CS1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1130.See file dsdata.txt to determine how the superseded data were derived.
 CS1130
 CS1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB887225(NAD 83)
 CS1130_MARKER: DB = BENCH MARK DISK
 CS1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1130_STAMPING: T 1067 1966
 CS1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1130+STABILITY: SURFACE MOTION
 CS1130
 CS1130  HISTORY     - Date     Condition        Report By
 CS1130  HISTORY     - 1966     MONUMENTED       CGS
 CS1130  HISTORY     - 20030217 GOOD             GEOCAC
 CS1130  HISTORY     - 20030414 POOR             TX1730
 CS1130
 CS1130                          STATION DESCRIPTION
 CS1130
 CS1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1130'1.95 MI SSE FROM GRAND PRAIRIE.
 CS1130'1.2 MILES EAST ALONG MAIN STREET FROM THE CITY HALL IN GRAND PRAIRIE,
 CS1130'THENCE 1.65 MILES SOUTH ALONG SE 14TH STREET, 52 FEET WEST OF THE
 CS1130'CENTERLINE OF SE 14TH STREET, 16 FEET NORTH OF EXTENDED CENTERLINE OF
 CS1130'SAMPSELL DRIVE, 2.8 FEET NORTH OF METAL WITNESS POST, 1 FOOT EAST OF
 CS1130'THE NORTH-SOUTH WIRE FENCE AND SET IN THE TOP OF 12-INCH CONCRETE
 CS1130'CYLINDER, PROJECTS 10-INCHES.
 CS1130
 CS1130                          STATION RECOVERY (2003)
 CS1130
 CS1130'RECOVERY NOTE BY GEOCACHING 2003
 CS1130'RECOVERED IN GOOD CONDITION.
 CS1130
 CS1130                          STATION RECOVERY (2003)
 CS1130
 CS1130'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS1130'MARK HAS BEEN DISTURBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0096 ***********************************************************************
 CD0096  DESIGNATION -  T 1068
 CD0096  PID         -  CD0096
 CD0096  STATE/COUNTY-  TX/JEFF DAVIS
 CD0096  USGS QUAD   -  KENT (1970)
 CD0096
 CD0096                         *CURRENT SURVEY CONTROL
 CD0096  ___________________________________________________________________
 CD0096* NAD 83(1986)-  31 03 47.     (N)    104 09 36.     (W)     SCALED    
 CD0096* NAVD 88     -      1259.697  (meters)    4132.86   (feet)  ADJUSTED  
 CD0096  ___________________________________________________________________
 CD0096  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 CD0096  DYNAMIC HT  -        1257.746 (meters)    4126.45  (feet)  COMP
 CD0096  MODELED GRAV-     979,047.8   (mgal)                       NAVD 88
 CD0096
 CD0096  VERT ORDER  -  FIRST     CLASS II
 CD0096
 CD0096.The horizontal coordinates were scaled from a topographic map and have
 CD0096.an estimated accuracy of +/- 6 seconds.
 CD0096
 CD0096.The orthometric height was determined by differential leveling
 CD0096.and adjusted by the National Geodetic Survey in June 1991..
 CD0096
 CD0096.The geoid height was determined by GEOID03.
 CD0096
 CD0096.The dynamic height is computed by dividing the NAVD 88
 CD0096.geopotential number by the normal gravity value computed on the
 CD0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0096.degrees latitude (g = 980.6199 gals.).
 CD0096
 CD0096.The modeled gravity was interpolated from observed gravity values.
 CD0096
 CD0096;                    North         East    Units  Estimated Accuracy
 CD0096;SPC TX C     - 3,161,080.      334,890.      MT  (+/- 180 meters Scaled)
 CD0096
 CD0096                          SUPERSEDED SURVEY CONTROL
 CD0096
 CD0096  NGVD 29 (??/??/92) 1259.213  (m)         4131.27   (f) ADJ UNCH    1 2
 CD0096
 CD0096.Superseded values are not recommended for survey control.
 CD0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0096.See file dsdata.txt to determine how the superseded data were derived.
 CD0096
 CD0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ801368(NAD 83)
 CD0096_MARKER: DB = BENCH MARK DISK
 CD0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0096_SP_SET: CULVERT
 CD0096_STAMPING: T 1068 1956
 CD0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0096
 CD0096  HISTORY     - Date     Condition        Report By
 CD0096  HISTORY     - 1956     MONUMENTED       CGS
 CD0096
 CD0096                          STATION DESCRIPTION
 CD0096
 CD0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0096'3.45 MI E FROM KENT.
 CD0096'3.45 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0096'AT KENT, 1 POLE WEST OF MILEPOST 695, 11 FEET SOUTH OF THE SOUTH RAIL,
 CD0096'4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF
 CD0096'THE SOUTH HEADWALL OF A CONCRETE CULVERT, 264 FEET EAST OF BENCH MARK
 CD0096'B 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0182 ***********************************************************************
 CD0182  DESIGNATION -  T 1069
 CD0182  PID         -  CD0182
 CD0182  STATE/COUNTY-  TX/CULBERSON
 CD0182  USGS QUAD   -  PLATEAU (1979)
 CD0182
 CD0182                         *CURRENT SURVEY CONTROL
 CD0182  ___________________________________________________________________
 CD0182* NAD 83(1986)-  31 03 32.     (N)    104 35 35.     (W)     SCALED    
 CD0182* NAVD 88     -      1181.833  (meters)    3877.40   (feet)  POSTED    
 CD0182  ___________________________________________________________________
 CD0182  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 CD0182  DYNAMIC HT  -        1179.990 (meters)    3871.35  (feet)  COMP
 CD0182  MODELED GRAV-     979,042.7   (mgal)                       NAVD 88
 CD0182
 CD0182  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0182
 CD0182.The horizontal coordinates were scaled from a topographic map and have
 CD0182.an estimated accuracy of +/- 6 seconds.
 CD0182
 CD0182.The orthometric height was determined by differential leveling
 CD0182.and adjusted by the National Geodetic Survey in 1992..
 CD0182.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0182.rate of 0.0 thru 1.0 mm/km.
 CD0182
 CD0182.The geoid height was determined by GEOID03.
 CD0182
 CD0182.The dynamic height is computed by dividing the NAVD 88
 CD0182.geopotential number by the normal gravity value computed on the
 CD0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0182.degrees latitude (g = 980.6199 gals.).
 CD0182
 CD0182.The modeled gravity was interpolated from observed gravity values.
 CD0182
 CD0182;                    North         East    Units  Estimated Accuracy
 CD0182;SPC TX C     - 3,162,120.      293,580.      MT  (+/- 180 meters Scaled)
 CD0182
 CD0182                          SUPERSEDED SURVEY CONTROL
 CD0182
 CD0182  NGVD 29 (??/??/92) 1181.344  (m)         3875.79   (f) ADJ UNCH    1 2
 CD0182
 CD0182.Superseded values are not recommended for survey control.
 CD0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0182.See file dsdata.txt to determine how the superseded data were derived.
 CD0182
 CD0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ388361(NAD 83)
 CD0182_MARKER: DB = BENCH MARK DISK
 CD0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0182_STAMPING: T 1069 1956
 CD0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0182+STABILITY: SURFACE MOTION
 CD0182
 CD0182  HISTORY     - Date     Condition        Report By
 CD0182  HISTORY     - 1956     MONUMENTED       CGS
 CD0182
 CD0182                          STATION DESCRIPTION
 CD0182
 CD0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0182'2.2 MI W FROM PLATEAU.
 CD0182'2.2 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0182'FOREMANS HOUSE AT PLATEAU, 504            FEET SOUTH OF THE SOUTH
 CD0182'RAIL, 463 FEET SOUTH OF THE 6TH POLE WEST OF MILEPOST 721, 455 FEET
 CD0182'SOUTH OF A FENCE, 41 FEET NORTH OF THE CENTER LINE OF AN OLD ROAD, 23
 CD0182'FEET SOUTH OF A MOUND OF DIRT, 2.3 FEET NORTH OF A WITNESS POST, SET
 CD0182'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CD0182'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0170 ***********************************************************************
 CC0170  DESIGNATION -  T 107
 CC0170  PID         -  CC0170
 CC0170  STATE/COUNTY-  TX/WARD
 CC0170  USGS QUAD   -  OZARK LAKE (1981)
 CC0170
 CC0170                         *CURRENT SURVEY CONTROL
 CC0170  ___________________________________________________________________
 CC0170* NAD 83(1993)-  31 25 39.27250(N)    102 52 25.62702(W)     ADJUSTED  
 CC0170* NAVD 88     -       774.027  (meters)    2539.45   (feet)  ADJUSTED  
 CC0170  ___________________________________________________________________
 CC0170  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 CC0170  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CC0170  DYNAMIC HT  -         772.943 (meters)    2535.90  (feet)  COMP
 CC0170  MODELED GRAV-     979,214.2   (mgal)                       NAVD 88
 CC0170
 CC0170  HORZ ORDER  -  FIRST
 CC0170  VERT ORDER  -  FIRST     CLASS II
 CC0170
 CC0170.The horizontal coordinates were established by classical geodetic methods
 CC0170.and adjusted by the National Geodetic Survey in February 1996..
 CC0170
 CC0170.The orthometric height was determined by differential leveling
 CC0170.and adjusted by the National Geodetic Survey in June 1991..
 CC0170
 CC0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0170
 CC0170.The geoid height was determined by GEOID03.
 CC0170
 CC0170.The dynamic height is computed by dividing the NAVD 88
 CC0170.geopotential number by the normal gravity value computed on the
 CC0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0170.degrees latitude (g = 980.6199 gals.).
 CC0170
 CC0170.The modeled gravity was interpolated from observed gravity values.
 CC0170
 CC0170;                    North         East     Units Scale Factor Converg.
 CC0170;SPC TX C     - 3,197,965.720   458,508.218   MT  0.99990931   -1 18 30.5
 CC0170;SPC TX C     -10,491,992.53  1,504,289.05   sFT  0.99990931   -1 18 30.5
 CC0170;UTM  13      - 3,478,945.387   702,091.339   MT  1.00010376   +1 06 32.5
 CC0170
 CC0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0170!SPC TX C     -   0.99988213  x   0.99990931  =   0.99979145
 CC0170!UTM  13      -   0.99988213  x   1.00010376  =   0.99998588
 CC0170
 CC0170|---------------------------------------------------------------------|
 CC0170| PID    Reference Object                     Distance      Geod. Az  |
 CC0170|                                                           dddmmss.s |
 CC0170| CC0172 T 107 RM 1                           35.326 METERS 07246     |
 CC0170| CH7956 T 107 AZ MK                                        1761356.7 |
 CC0170| CC0768 ESTES                               APPROX.11.5 KM 3123324.6 |
 CC0170| CH7957 T 107 RM 2                           35.125 METERS 34447     |
 CC0170|---------------------------------------------------------------------|
 CC0170
 CC0170                          SUPERSEDED SURVEY CONTROL
 CC0170
 CC0170  NAD 83(1986)-  31 25 39.27455(N)    102 52 25.61910(W) AD(       ) 1
 CC0170  NAD 27      -  31 25 38.77800(N)    102 52 24.06500(W) AD(       ) 1
 CC0170  NGVD 29 (??/??/92)  773.74   (m)         2538.5    (f) COMPUTED    1 2
 CC0170
 CC0170.Superseded values are not recommended for survey control.
 CC0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0170.See file dsdata.txt to determine how the superseded data were derived.
 CC0170
 CC0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0209178945(NAD 83)
 CC0170_MARKER: DB = BENCH MARK DISK
 CC0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0170_SP_SET: MONUMENT
 CC0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0170
 CC0170  HISTORY     - Date     Condition        Report By
 CC0170  HISTORY     - 1935     MONUMENTED       CGS
 CC0170  HISTORY     - 1933     GOOD             NGS
 CC0170  HISTORY     - 1937     GOOD             TXGS
 CC0170  HISTORY     - 1938     GOOD             TXHD
 CC0170  HISTORY     - 1945     GOOD             CGS
 CC0170  HISTORY     - 1958     MARK NOT FOUND   NGS
 CC0170  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0170
 CC0170                          STATION DESCRIPTION
 CC0170
 CC0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0170'STATION IS 12 MILES AIRLINE S OF MONAHANS, TEXAS ON HIGH
 CC0170'GROUND WHICH SLOPES TO THE N.  IT IS A STANDARD BENCH MARK OF THE
 CC0170'U.S.C. AND G.S. SURVEY.
 CC0170'THE STATION IS 74 FEET E OF THE CENTER LINE OF STATE
 CC0170'HIGHWAY 82.  123 FEET E OF SW BELL TELEPHONE POLE NO. 4331/2
 CC0170'WHICH IS A T-INTERSECTION POLE AND MARK PROJECTS 10 INCHES.
 CC0170'
 CC0170'STATION, REFERENCE AND AZIMUTH MARKS ARE STNDARD DISKS SET
 CC0170'IN CONCRETE.
 CC0170'
 CC0170'REFERENCE MARK NO. 1 IS ENE OF STATION, 7 FEET E OF A TELEPHONE
 CC0170'POLE AND PROJECTS 9 INCHES.
 CC0170'
 CC0170'REFERENCE MARK NO. 2 IS NNW OF STATION, 54 FEET E OF CENTER
 CC0170'LINE OF STATE HIGHWAY 82, AND MARK PROJECTS 9 INCHES.
 CC0170'
 CC0170'AZIMUTH MARK IS S OF STATION, 3 FEET N OF A PIPE LINE, 50
 CC0170'FEET W OF CENTER LINE OF STATE HIGHWAY 82, AND PROJECTS 4
 CC0170'INCHES.
 CC0170'
 CC0170'STATION IS REACHED FROM MONAHANS, TEXAS, BY DRIVING FROM THE
 CC0170'MAIN CORNER ON MAIN STREET S ON STATE HIGHWAY 82 FOR 12.2 MILES
 CC0170'TO TOP OF RIDGE, INTERSECTION OF TELEPHONE LINES AND STATION.
 CC0170'
 CC0170'A 10-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CC0170
 CC0170                          STATION RECOVERY (1933)
 CC0170
 CC0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 CC0170'6.3 MI N FROM GRAND FALLS.
 CC0170'AT CROWN OF HILL, APPROXIMATELY 1.0 MILE WEST AND SOUTH OF A LAKE, 74
 CC0170'FEET N.E. OF CENTER LINE OF HIGHWAY.
 CC0170
 CC0170                          STATION RECOVERY (1937)
 CC0170
 CC0170'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1937
 CC0170'STATION, REFERENCE AND AZIMUTH RECOVERED AS DESCRIBED.
 CC0170
 CC0170                          STATION RECOVERY (1938)
 CC0170
 CC0170'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0170'DESCRIPTION AS GIVEN IS SATISFACTORY IN REACHING STATION.
 CC0170'REFERENCE MARKS AND STATION WERE FOUND IN GOOD CONDITION.  NO
 CC0170'ATTEMPT WAS MADE TO RECOVER AZIMUTH MARK.
 CC0170
 CC0170                          STATION RECOVERY (1945)
 CC0170
 CC0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0170'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CC0170'DESCRIPTION ADEQUATE.  DISTANCES TO REFERENCE MARKS WERE NOT
 CC0170'CHECKED.
 CC0170
 CC0170                          STATION RECOVERY (1958)
 CC0170
 CC0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CC0170'MARK NOT FOUND.
 CC0170
 CC0170                          STATION RECOVERY (1981)
 CC0170
 CC0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CC0170'REFERENCE MARK NO 1 RECOVERED IN GOOD CONDITION.
 CC0170'
 CC0170'REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0171 ***********************************************************************
 CC0171  DESIGNATION -  T 107 RESET
 CC0171  PID         -  CC0171
 CC0171  STATE/COUNTY-  TX/WARD
 CC0171  USGS QUAD   -  OZARK LAKE (1981)
 CC0171
 CC0171                         *CURRENT SURVEY CONTROL
 CC0171  ___________________________________________________________________
 CC0171* NAD 83(1986)-  31 25 39.     (N)    102 52 25.     (W)     SCALED    
 CC0171* NAVD 88     -       773.932  (meters)    2539.14   (feet)  ADJUSTED  
 CC0171  ___________________________________________________________________
 CC0171  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CC0171  DYNAMIC HT  -         772.849 (meters)    2535.59  (feet)  COMP
 CC0171  MODELED GRAV-     979,214.3   (mgal)                       NAVD 88
 CC0171
 CC0171  VERT ORDER  -  FIRST     CLASS II
 CC0171
 CC0171.The horizontal coordinates were scaled from a topographic map and have
 CC0171.an estimated accuracy of +/- 6 seconds.
 CC0171
 CC0171.The orthometric height was determined by differential leveling
 CC0171.and adjusted by the National Geodetic Survey in June 1991..
 CC0171
 CC0171.The geoid height was determined by GEOID03.
 CC0171
 CC0171.The dynamic height is computed by dividing the NAVD 88
 CC0171.geopotential number by the normal gravity value computed on the
 CC0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0171.degrees latitude (g = 980.6199 gals.).
 CC0171
 CC0171.The modeled gravity was interpolated from observed gravity values.
 CC0171
 CC0171;                    North         East    Units  Estimated Accuracy
 CC0171;SPC TX C     - 3,197,960.      458,530.      MT  (+/- 180 meters Scaled)
 CC0171
 CC0171                          SUPERSEDED SURVEY CONTROL
 CC0171
 CC0171.No superseded survey control is available for this station.
 CC0171
 CC0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ021789(NAD 83)
 CC0171_MARKER: DD = SURVEY DISK
 CC0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0171_STAMPING: T 107 RESET 2538.156 1953
 CC0171_MARK LOGO: CGS   
 CC0171_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0171+STABILITY: SURFACE MOTION
 CC0171
 CC0171  HISTORY     - Date     Condition        Report By
 CC0171  HISTORY     - 1953     MONUMENTED       TXHD
 CC0171  HISTORY     - 1953     GOOD             NGS
 CC0171  HISTORY     - 1968     GOOD             USGS
 CC0171  HISTORY     - 1981     GOOD             NGS
 CC0171
 CC0171                          STATION DESCRIPTION
 CC0171
 CC0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CC0171'6.35 MI N FROM GRANDFALLS.
 CC0171'ABOUT 6.35 MILES NORTH ALONG STATE HIGHWAY 82 FROM THE FIRST BAPTIST
 CC0171'CHURCH AT GRANDFALLS, 121 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CC0171'ON THE CREST OF A HILL, 188 FEET NORTH OF THE NORTHEAST LEG OF A
 CC0171'WINDMILL, 70 FEET EST OF THE EAST RIGHT OF WAY FENCE, 9 FEET SOUTHEAST
 CC0171'OF A TELEPHONE POLE, 4.4 FEET SOUTH OF T 107 R.M. 1, IN THE TOP OF A
 CC0171'CONCRETE POST ENCASED IN A TIN FORM AND PROJECTING 8 INCHES.
 CC0171
 CC0171                          STATION RECOVERY (1968)
 CC0171
 CC0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CC0171'RECOVERED IN GOOD CONDITION.
 CC0171
 CC0171                          STATION RECOVERY (1981)
 CC0171
 CC0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0171'10.2 KM (6.35 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0171'WITH STATE HIGHWAY 329 IN GRANDFALLS, 71.3 METERS (234.0 FT)
 CC0171'NORTHWEST OF UTILITY POLE NUMBER 13 7, 68.3 METERS (224.0 FT)
 CC0171'SOUTH-SOUTHEAST OF A FENCE CORNER, 57.3 METERS (188.0 FT) NORTH
 CC0171'OF THE NORTHEAST LEG OF A WINDMILL, 55.2 METERS (181.0 FT) EAST
 CC0171'OF THE CENTERLINE OF THE HIGHWAY, 28.0 METERS (91.9 FT) WEST OF A
 CC0171'FENCE AND 1.3 METERS (4.4 FT) SOUTH OF BENCE MARK T 107 RM 1.
 CC0171'THE MARK IS 21.7 METERS  E FROM  A WITNESS POST AND FENCE
 CC0171'THE MARK IS 4.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0172 ***********************************************************************
 CC0172  DESIGNATION -  T 107 RM 1
 CC0172  PID         -  CC0172
 CC0172  STATE/COUNTY-  TX/WARD
 CC0172  USGS QUAD   -  OZARK LAKE (1981)
 CC0172
 CC0172                         *CURRENT SURVEY CONTROL
 CC0172  ___________________________________________________________________
 CC0172* NAD 83(1986)-  31 25 39.     (N)    102 52 25.     (W)     SCALED    
 CC0172* NAVD 88     -       773.926  (meters)    2539.12   (feet)  ADJUSTED  
 CC0172  ___________________________________________________________________
 CC0172  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CC0172  DYNAMIC HT  -         772.842 (meters)    2535.57  (feet)  COMP
 CC0172  MODELED GRAV-     979,214.3   (mgal)                       NAVD 88
 CC0172
 CC0172  VERT ORDER  -  FIRST     CLASS II
 CC0172
 CC0172.The horizontal coordinates were scaled from a topographic map and have
 CC0172.an estimated accuracy of +/- 6 seconds.
 CC0172
 CC0172.The orthometric height was determined by differential leveling
 CC0172.and adjusted by the National Geodetic Survey in June 1991..
 CC0172
 CC0172.The geoid height was determined by GEOID03.
 CC0172
 CC0172.The dynamic height is computed by dividing the NAVD 88
 CC0172.geopotential number by the normal gravity value computed on the
 CC0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0172.degrees latitude (g = 980.6199 gals.).
 CC0172
 CC0172.The modeled gravity was interpolated from observed gravity values.
 CC0172
 CC0172;                    North         East    Units  Estimated Accuracy
 CC0172;SPC TX C     - 3,197,960.      458,530.      MT  (+/- 180 meters Scaled)
 CC0172
 CC0172                          SUPERSEDED SURVEY CONTROL
 CC0172
 CC0172.No superseded survey control is available for this station.
 CC0172
 CC0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ021789(NAD 83)
 CC0172_MARKER: DB = BENCH MARK DISK
 CC0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0172_STAMPING: T 107 R M 1 1935
 CC0172_MARK LOGO: CGS   
 CC0172_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0172+STABILITY: SURFACE MOTION
 CC0172
 CC0172  HISTORY     - Date     Condition        Report By
 CC0172  HISTORY     - 1935     MONUMENTED       CGS
 CC0172  HISTORY     - 1958     GOOD             NGS
 CC0172  HISTORY     - 1981     GOOD             NGS
 CC0172
 CC0172                          STATION DESCRIPTION
 CC0172
 CC0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0172'6.35 MI N FROM GRANDFALLS.
 CC0172'ABOUT 6.35 MILES NORTH ALONG STATE HIGHWAY 82 FROM THE FIRST BAPTIST
 CC0172'CHURCH AT GRANDFALLS, 122 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CC0172'ON THE CREST OF A HILL, 192 1/2 FEET NORTH OF THE NORTHEAST LEG OF A
 CC0172'WINDMILL, 71 FEET EAST OF THE EAST RIGHT OF WAY FENCE, 6 1/2 FEET
 CC0172'EAST-SOUTHEAST OF A TELEPHONE POLE, 4.4 FEET NORTH OF B. M. T 107
 CC0172'RESET, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CC0172
 CC0172                          STATION RECOVERY (1981)
 CC0172
 CC0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0172'10.2 KM (6.35 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0172'WITH STATE HIGHWAY 329 IN GRANDFALLS, 72.5 METERS (238.0 FT)
 CC0172'NORTHWEST OF UTILITY POLE NUMBER 13 7, 70.1 METERS (230.0 FT)
 CC0172'SOUTH-SOUTHEAST OF A FENCE CORNER, 58.5 METERS (192.0 FT) NORTH
 CC0172'OF THE NORTHEAST LEG OF A WINDMILL, 55.2 METERS (181.0 FT) EAST
 CC0172'OF THE CENTERLINE OF THE HIGHWAY, 28.0 METERS (91.9 FT) WEST OF A
 CC0172'FENCE AND 1.3 METERS (4.4 FT) NORTH OF BENCH MARK T 107 RESET 1953.
 CC0172'THE MARK IS 21.7 METERS  E FROM  A WITNESS POST AND FENCE
 CC0172'THE MARK IS 4.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0218 ***********************************************************************
 CD0218  DESIGNATION -  T 1070
 CD0218  PID         -  CD0218
 CD0218  STATE/COUNTY-  TX/HUDSPETH
 CD0218  USGS QUAD   -  HACKETT PEAK (1964)
 CD0218
 CD0218                         *CURRENT SURVEY CONTROL
 CD0218  ___________________________________________________________________
 CD0218* NAD 83(1986)-  31 03 30.     (N)    104 56 03.     (W)     SCALED    
 CD0218* NAVD 88     -      1362.828  (meters)    4471.21   (feet)  ADJUSTED  
 CD0218  ___________________________________________________________________
 CD0218  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0218  DYNAMIC HT  -        1360.654 (meters)    4464.08  (feet)  COMP
 CD0218  MODELED GRAV-     978,998.1   (mgal)                       NAVD 88
 CD0218
 CD0218  VERT ORDER  -  FIRST     CLASS II
 CD0218
 CD0218.The horizontal coordinates were scaled from a topographic map and have
 CD0218.an estimated accuracy of +/- 6 seconds.
 CD0218
 CD0218.The orthometric height was determined by differential leveling
 CD0218.and adjusted by the National Geodetic Survey in June 1991..
 CD0218
 CD0218.The geoid height was determined by GEOID03.
 CD0218
 CD0218.The dynamic height is computed by dividing the NAVD 88
 CD0218.geopotential number by the normal gravity value computed on the
 CD0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0218.degrees latitude (g = 980.6199 gals.).
 CD0218
 CD0218.The modeled gravity was interpolated from observed gravity values.
 CD0218
 CD0218;                    North         East    Units  Estimated Accuracy
 CD0218;SPC TX C     - 3,163,350.      261,050.      MT  (+/- 180 meters Scaled)
 CD0218
 CD0218                          SUPERSEDED SURVEY CONTROL
 CD0218
 CD0218  NGVD 29 (??/??/92) 1362.267  (m)         4469.37   (f) ADJ UNCH    1 2
 CD0218
 CD0218.Superseded values are not recommended for survey control.
 CD0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0218.See file dsdata.txt to determine how the superseded data were derived.
 CD0218
 CD0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ062360(NAD 83)
 CD0218_MARKER: DB = BENCH MARK DISK
 CD0218_SETTING: 66 = SET IN ROCK OUTCROP
 CD0218_SP_SET: OUTCROP
 CD0218_STAMPING: T 1070 1956
 CD0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0218+STABILITY: POSITION/ELEVATION WELL
 CD0218
 CD0218  HISTORY     - Date     Condition        Report By
 CD0218  HISTORY     - 1956     MONUMENTED       CGS
 CD0218
 CD0218                          STATION DESCRIPTION
 CD0218
 CD0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0218'6.6 MI W FROM VAN HORN.
 CD0218'6.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0218'AT VAN HORN, 52 FEET NORTHWEST OF THE 4TH POLE EAST OF MILEPOST 742,
 CD0218'13 RAILS WEST OF THE WEST END OF TRESTLE 741.8, 10 FEET WEST OF THE
 CD0218'EAST END OF A CUT, 9.4 FEET NORTH OF THE NORTH RAIL, 3.0 FEET ABOVE
 CD0218'THE GROUND, 2.5 FEET ABOVE THE TOP OF THE RAILS, 0.95 MILE EAST OF
 CD0218'BENCH MARK W 1070, SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0552 ***********************************************************************
 CD0552  DESIGNATION -  T 1071
 CD0552  PID         -  CD0552
 CD0552  STATE/COUNTY-  TX/HUDSPETH
 CD0552  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0552
 CD0552                         *CURRENT SURVEY CONTROL
 CD0552  ___________________________________________________________________
 CD0552* NAD 83(1986)-  31 09 17.     (N)    105 17 10.     (W)     SCALED    
 CD0552* NAVD 88     -      1334.897  (meters)    4379.57   (feet)  ADJUSTED  
 CD0552  ___________________________________________________________________
 CD0552  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CD0552  DYNAMIC HT  -        1332.764 (meters)    4372.58  (feet)  COMP
 CD0552  MODELED GRAV-     978,996.2   (mgal)                       NAVD 88
 CD0552
 CD0552  VERT ORDER  -  FIRST     CLASS II
 CD0552
 CD0552.The horizontal coordinates were scaled from a topographic map and have
 CD0552.an estimated accuracy of +/- 6 seconds.
 CD0552
 CD0552.The orthometric height was determined by differential leveling
 CD0552.and adjusted by the National Geodetic Survey in June 1991..
 CD0552
 CD0552.The geoid height was determined by GEOID03.
 CD0552
 CD0552.The dynamic height is computed by dividing the NAVD 88
 CD0552.geopotential number by the normal gravity value computed on the
 CD0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0552.degrees latitude (g = 980.6199 gals.).
 CD0552
 CD0552.The modeled gravity was interpolated from observed gravity values.
 CD0552
 CD0552;                    North         East    Units  Estimated Accuracy
 CD0552;SPC TX C     - 3,175,470.      227,960.      MT  (+/- 180 meters Scaled)
 CD0552
 CD0552                          SUPERSEDED SURVEY CONTROL
 CD0552
 CD0552  NGVD 29 (??/??/92) 1334.307  (m)         4377.64   (f) ADJ UNCH    1 2
 CD0552
 CD0552.Superseded values are not recommended for survey control.
 CD0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0552.See file dsdata.txt to determine how the superseded data were derived.
 CD0552
 CD0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ727467(NAD 83)
 CD0552_MARKER: DB = BENCH MARK DISK
 CD0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0552_STAMPING: T 1071 1956
 CD0552_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0552+STABILITY: SURFACE MOTION
 CD0552
 CD0552  HISTORY     - Date     Condition        Report By
 CD0552  HISTORY     - 1956     MONUMENTED       CGS
 CD0552  HISTORY     - 1981     GOOD             NGS
 CD0552
 CD0552                          STATION DESCRIPTION
 CD0552
 CD0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0552'4.4 MI E FROM SIERRA BLANCA.
 CD0552'4.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0552'AT SIERRA BLANCA, 26.5 FEET WEST OF MILEPOST 764, IN LINE WITH A ROW
 CD0552'OF TELEPHONE POLES, 40 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 CD0552'78 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 1.9 FEET EAST OF
 CD0552'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CD0552'FOOT ABOVE THE GROUND.
 CD0552
 CD0552                          STATION RECOVERY (1981)
 CD0552
 CD0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0552'7.2 KM (4.45 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0552'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.2 KM (0.1 MI) SOUTHEAST
 CD0552'OF RAILROAD SIGNAL NUMBER 764.0, 23.8 METERS (78.0 FT)
 CD0552'NORTH-NORTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD, 23.3 METERS
 CD0552'(76.6 FT) SOUTHEAST OF MILEPOST 764, 8.2 METERS (26.9 FT)
 CD0552'SOUTH-SOUTHWEST OF THE NEAR RAIL AND 0.6 METER (1.9 FT) EAST OF A
 CD0552'4 BY 4 INCH WOODEN WITNESS POST.
 CD0552'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0552'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0029 ***********************************************************************
 CE0029  DESIGNATION -  T 1072
 CE0029  PID         -  CE0029
 CE0029  STATE/COUNTY-  TX/EL PASO
 CE0029  USGS QUAD   -  YSLETA (1994)
 CE0029
 CE0029                         *CURRENT SURVEY CONTROL
 CE0029  ___________________________________________________________________
 CE0029* NAD 83(1986)-  31 40 52.     (N)    106 18 26.     (W)     SCALED    
 CE0029* NAVD 88     -      1117.942  (meters)    3667.78   (feet)  ADJUSTED  
 CE0029  ___________________________________________________________________
 CE0029  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0029  DYNAMIC HT  -        1116.243 (meters)    3662.21  (feet)  COMP
 CE0029  MODELED GRAV-     979,082.2   (mgal)                       NAVD 88
 CE0029
 CE0029  VERT ORDER  -  FIRST     CLASS II
 CE0029
 CE0029.The horizontal coordinates were scaled from a topographic map and have
 CE0029.an estimated accuracy of +/- 6 seconds.
 CE0029
 CE0029.The orthometric height was determined by differential leveling
 CE0029.and adjusted by the National Geodetic Survey in June 1991..
 CE0029
 CE0029.The geoid height was determined by GEOID03.
 CE0029
 CE0029.The dynamic height is computed by dividing the NAVD 88
 CE0029.geopotential number by the normal gravity value computed on the
 CE0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0029.degrees latitude (g = 980.6199 gals.).
 CE0029
 CE0029.The modeled gravity was interpolated from observed gravity values.
 CE0029
 CE0029;                    North         East    Units  Estimated Accuracy
 CE0029;SPC TX C     - 3,238,520.      133,860.      MT  (+/- 180 meters Scaled)
 CE0029
 CE0029                          SUPERSEDED SURVEY CONTROL
 CE0029
 CE0029  NGVD 29 (??/??/92) 1117.395  (m)         3665.99   (f) ADJ UNCH    1 2
 CE0029
 CE0029.Superseded values are not recommended for survey control.
 CE0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0029.See file dsdata.txt to determine how the superseded data were derived.
 CE0029
 CE0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR760058(NAD 83)
 CE0029_MARKER: DB = BENCH MARK DISK
 CE0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0029_STAMPING: T 1072 1956
 CE0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0029+STABILITY: SURFACE MOTION
 CE0029
 CE0029  HISTORY     - Date     Condition        Report By
 CE0029  HISTORY     - 1956     MONUMENTED       CGS
 CE0029  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0029  HISTORY     - 19920429 MARK NOT FOUND   USGS
 CE0029
 CE0029                          STATION DESCRIPTION
 CE0029
 CE0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0029'1.5 MI SE FROM YSLETA.
 CE0029'1.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0029'STATION AT YSLETA, 52 FEET NORTHWEST OF THE 7TH POLE NORTHWEST OF
 CE0029'MILEPOST 815, AT A ROAD CROSSING, 51 FEET SOUTHWEST OF THE SOUTHWEST
 CE0029'RAIL OF THE MAIN TRACK, 28 FEET NORTHWEST OF THE CENTER LINE OF AN
 CE0029'OILED ROAD, IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET EAST OF A
 CE0029'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 CE0029'FOOT ABOVE THE GROUND.
 CE0029
 CE0029                          STATION RECOVERY (1981)
 CE0029
 CE0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0029'MARK NOT FOUND.
 CE0029
 CE0029                          STATION RECOVERY (1992)
 CE0029
 CE0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0178 ***********************************************************************
 CE0178  DESIGNATION -  T 1073
 CE0178  PID         -  CE0178
 CE0178  STATE/COUNTY-  TX/EL PASO
 CE0178  USGS QUAD   -  TORNILLO (1972)
 CE0178
 CE0178                         *CURRENT SURVEY CONTROL
 CE0178  ___________________________________________________________________
 CE0178* NAD 83(1986)-  31 24 45.     (N)    106 00 30.     (W)     SCALED    
 CE0178* NAVD 88     -      1121.261  (meters)    3678.67   (feet)  ADJUSTED  
 CE0178  ___________________________________________________________________
 CE0178  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0178  DYNAMIC HT  -        1119.509 (meters)    3672.92  (feet)  COMP
 CE0178  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 CE0178
 CE0178  VERT ORDER  -  FIRST     CLASS II
 CE0178
 CE0178.The horizontal coordinates were scaled from a topographic map and have
 CE0178.an estimated accuracy of +/- 6 seconds.
 CE0178
 CE0178.The orthometric height was determined by differential leveling
 CE0178.and adjusted by the National Geodetic Survey in June 1991..
 CE0178
 CE0178.The geoid height was determined by GEOID03.
 CE0178
 CE0178.The dynamic height is computed by dividing the NAVD 88
 CE0178.geopotential number by the normal gravity value computed on the
 CE0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0178.degrees latitude (g = 980.6199 gals.).
 CE0178
 CE0178.The modeled gravity was interpolated from observed gravity values.
 CE0178
 CE0178;                    North         East    Units  Estimated Accuracy
 CE0178;SPC TX C     - 3,207,300.      160,640.      MT  (+/- 180 meters Scaled)
 CE0178
 CE0178                          SUPERSEDED SURVEY CONTROL
 CE0178
 CE0178  NGVD 29 (??/??/92) 1120.676  (m)         3676.75   (f) ADJ UNCH    1 2
 CE0178
 CE0178.Superseded values are not recommended for survey control.
 CE0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0178.See file dsdata.txt to determine how the superseded data were derived.
 CE0178
 CE0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ041757(NAD 83)
 CE0178_MARKER: DB = BENCH MARK DISK
 CE0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0178_STAMPING: T 1073 1956
 CE0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0178+STABILITY: SURFACE MOTION
 CE0178
 CE0178  HISTORY     - Date     Condition        Report By
 CE0178  HISTORY     - 1956     MONUMENTED       CGS
 CE0178  HISTORY     - 1972     MARK NOT FOUND   USGS
 CE0178
 CE0178                          STATION DESCRIPTION
 CE0178
 CE0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0178'5.2 MI E FROM TORNILLO.
 CE0178'5.2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0178'STATION AT TORNILLO, AT THE WEST END OF A CUT, 12 FEET SOUTHEAST OF
 CE0178'THE 2ND POLE WEST OF MILEPOST 789, 45 FEET SOUTH OF THE SOUTH RAIL, 4
 CE0178'FEET NORTH OF A FENCE, 1 FOOT EAST OF A WITNESS POST, SET IN THE TOP
 CE0178'OF A 4 INCH CONCRETE PIPE WHICH IS FILLED WITH CONCRETE AND PROJECTS
 CE0178'0.6 FOOT ABOVE THE GROUND.
 CE0178
 CE0178                          STATION RECOVERY (1972)
 CE0178
 CE0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CE0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0632 ***********************************************************************
 CD0632  DESIGNATION -  T 1074
 CD0632  PID         -  CD0632
 CD0632  STATE/COUNTY-  TX/HUDSPETH
 CD0632  USGS QUAD   -  MC NARY (1972)
 CD0632
 CD0632                         *CURRENT SURVEY CONTROL
 CD0632  ___________________________________________________________________
 CD0632* NAD 83(1986)-  31 14 04.     (N)    105 45 07.     (W)     SCALED    
 CD0632* NAVD 88     -      1099.017  (meters)    3605.69   (feet)  ADJUSTED  
 CD0632  ___________________________________________________________________
 CD0632  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CD0632  DYNAMIC HT  -        1097.293 (meters)    3600.04  (feet)  COMP
 CD0632  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 CD0632
 CD0632  VERT ORDER  -  FIRST     CLASS II
 CD0632
 CD0632.The horizontal coordinates were scaled from a topographic map and have
 CD0632.an estimated accuracy of +/- 6 seconds.
 CD0632
 CD0632.The orthometric height was determined by differential leveling
 CD0632.and adjusted by the National Geodetic Survey in June 1991..
 CD0632
 CD0632.The geoid height was determined by GEOID03.
 CD0632
 CD0632.The dynamic height is computed by dividing the NAVD 88
 CD0632.geopotential number by the normal gravity value computed on the
 CD0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0632.degrees latitude (g = 980.6199 gals.).
 CD0632
 CD0632.The modeled gravity was interpolated from observed gravity values.
 CD0632
 CD0632;                    North         East    Units  Estimated Accuracy
 CD0632;SPC TX C     - 3,186,370.      184,030.      MT  (+/- 180 meters Scaled)
 CD0632
 CD0632                          SUPERSEDED SURVEY CONTROL
 CD0632
 CD0632  NGVD 29 (??/??/92) 1098.447  (m)         3603.82   (f) ADJ UNCH    1 2
 CD0632
 CD0632.Superseded values are not recommended for survey control.
 CD0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0632.See file dsdata.txt to determine how the superseded data were derived.
 CD0632
 CD0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ283558(NAD 83)
 CD0632_MARKER: DB = BENCH MARK DISK
 CD0632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0632_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0632_STAMPING: T 1074 1956
 CD0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0632
 CD0632  HISTORY     - Date     Condition        Report By
 CD0632  HISTORY     - 1956     MONUMENTED       CGS
 CD0632
 CD0632                          STATION DESCRIPTION
 CD0632
 CD0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0632'3.15 MI E FROM MCNARY.
 CD0632'3.15 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0632'STATION AT MCNARY, 26.9 FEET SOUTHWEST OF MILEPOST 768, 45 FEET
 CD0632'SOUTHEAST OF THE SOUTHEAST RAIL, 29 FEET NORTHWEST OF A FENCE, 2 FEET
 CD0632'SOUTH OF A WITNESS POST, SET IN THE TOP OF A 4 INCH CONCRETE PIPE
 CD0632'WHICH IS FILLED WITH CONCRETE, 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1205 ***********************************************************************
 AY1205  DESIGNATION -  T 1075
 AY1205  PID         -  AY1205
 AY1205  STATE/COUNTY-  TX/FRIO
 AY1205  USGS QUAD   -  MOORE (1982)
 AY1205
 AY1205                         *CURRENT SURVEY CONTROL
 AY1205  ___________________________________________________________________
 AY1205* NAD 83(1986)-  29 03 12.     (N)    099 00 30.     (W)     SCALED    
 AY1205* NAVD 88     -       198.856  (meters)     652.41   (feet)  ADJUSTED  
 AY1205  ___________________________________________________________________
 AY1205  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AY1205  DYNAMIC HT  -         198.571 (meters)     651.48  (feet)  COMP
 AY1205  MODELED GRAV-     979,205.3   (mgal)                       NAVD 88
 AY1205
 AY1205  VERT ORDER  -  FIRST     CLASS II
 AY1205
 AY1205.The horizontal coordinates were scaled from a topographic map and have
 AY1205.an estimated accuracy of +/- 6 seconds.
 AY1205
 AY1205.The orthometric height was determined by differential leveling
 AY1205.and adjusted by the National Geodetic Survey in June 1991..
 AY1205
 AY1205.The geoid height was determined by GEOID03.
 AY1205
 AY1205.The dynamic height is computed by dividing the NAVD 88
 AY1205.geopotential number by the normal gravity value computed on the
 AY1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1205.degrees latitude (g = 980.6199 gals.).
 AY1205
 AY1205.The modeled gravity was interpolated from observed gravity values.
 AY1205
 AY1205;                    North         East    Units  Estimated Accuracy
 AY1205;SPC TXSC     - 4,135,210.      599,190.      MT  (+/- 180 meters Scaled)
 AY1205
 AY1205                          SUPERSEDED SURVEY CONTROL
 AY1205
 AY1205  NGVD 29 (??/??/92)  198.740  (m)          652.03   (f) ADJ UNCH    1 2
 AY1205
 AY1205.Superseded values are not recommended for survey control.
 AY1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1205.See file dsdata.txt to determine how the superseded data were derived.
 AY1205
 AY1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT991138(NAD 83)
 AY1205_MARKER: DB = BENCH MARK DISK
 AY1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1205_STAMPING: T 1075 1956
 AY1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1205+STABILITY: SURFACE MOTION
 AY1205
 AY1205  HISTORY     - Date     Condition        Report By
 AY1205  HISTORY     - 1956     MONUMENTED       CGS
 AY1205  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AY1205
 AY1205                          STATION DESCRIPTION
 AY1205
 AY1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY1205'IN MOORE.
 AY1205'AT MOORE, 10 RAILS SOUTHWEST OF THE INTERNATIONAL AND GREAT NORTHERN
 AY1205'RAILROAD STATION SIGN, 243 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 AY1205'POST OFFICE, 114 FEET NORTHEAST OF THE 3RD POLE SOUTHWEST OF MILEPOST
 AY1205'300, 72 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 72
 AY1205'FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 15 FEET SOUTHEAST OF A
 AY1205'TELEPHONE POLE, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 AY1205'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1205
 AY1205                          STATION RECOVERY (1996)
 AY1205
 AY1205'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0191 ***********************************************************************
 AO0191  DESIGNATION -  T 1076
 AO0191  PID         -  AO0191
 AO0191  STATE/COUNTY-  TX/FRIO
 AO0191  USGS QUAD   -  DERBY (1982)
 AO0191
 AO0191                         *CURRENT SURVEY CONTROL
 AO0191  ___________________________________________________________________
 AO0191* NAD 83(1986)-  28 46 17.     (N)    099 07 54.     (W)     SCALED    
 AO0191* NAVD 88     -       157.943  (meters)     518.18   (feet)  ADJUSTED  
 AO0191  ___________________________________________________________________
 AO0191  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AO0191  DYNAMIC HT  -         157.711 (meters)     517.42  (feet)  COMP
 AO0191  MODELED GRAV-     979,174.6   (mgal)                       NAVD 88
 AO0191
 AO0191  VERT ORDER  -  FIRST     CLASS II
 AO0191
 AO0191.The horizontal coordinates were scaled from a topographic map and have
 AO0191.an estimated accuracy of +/- 6 seconds.
 AO0191
 AO0191.The orthometric height was determined by differential leveling
 AO0191.and adjusted by the National Geodetic Survey in June 1991..
 AO0191
 AO0191.The geoid height was determined by GEOID03.
 AO0191
 AO0191.The dynamic height is computed by dividing the NAVD 88
 AO0191.geopotential number by the normal gravity value computed on the
 AO0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0191.degrees latitude (g = 980.6199 gals.).
 AO0191
 AO0191.The modeled gravity was interpolated from observed gravity values.
 AO0191
 AO0191;                    North         East    Units  Estimated Accuracy
 AO0191;SPC TXSC     - 4,103,970.      587,140.      MT  (+/- 180 meters Scaled)
 AO0191
 AO0191                          SUPERSEDED SURVEY CONTROL
 AO0191
 AO0191  NGVD 29 (??/??/92)  157.820  (m)          517.78   (f) ADJ UNCH    1 2
 AO0191
 AO0191.Superseded values are not recommended for survey control.
 AO0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0191.See file dsdata.txt to determine how the superseded data were derived.
 AO0191
 AO0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS871826(NAD 83)
 AO0191_MARKER: DB = BENCH MARK DISK
 AO0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0191+STABILITY: SURFACE MOTION
 AO0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0191+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 AO0191
 AO0191  HISTORY     - Date     Condition        Report By
 AO0191  HISTORY     - UNK      MONUMENTED       CGS
 AO0191  HISTORY     - 1956     GOOD             NGS
 AO0191  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AO0191  HISTORY     - 19980204 GOOD             USPSQD
 AO0191  HISTORY     - 20030524 GOOD             USPSQD
 AO0191
 AO0191                          STATION DESCRIPTION
 AO0191
 AO0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0191'7.35 MI N FROM DILLEY.
 AO0191'7.35 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0191'FROM THE STATION AT DILLEY, 8 1/2 RAILS SOUTH OF THE STATION SIGN AT
 AO0191'DERBY, 267 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 35 FEET EAST
 AO0191'OF THE EAST RAIL OF THE MAIN TRACK, 15 FEET NORTH OF TELEPHONE POLE
 AO0191'321.10, IN LINE WITH A ROW OF TELEPHONE POLES, 1.4 FEET EAST OF A
 AO0191'WITNESS POST, 1.0 MILE SOUTH OF BENCH MARK S 1076, SET IN THE TOP OF A
 AO0191'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AO0191
 AO0191                          STATION RECOVERY (1996)
 AO0191
 AO0191'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0191'MARK NOT FOUND.
 AO0191
 AO0191                          STATION RECOVERY (1998)
 AO0191
 AO0191'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0191'RECOVERED IN GOOD CONDITION.
 AO0191
 AO0191                          STATION RECOVERY (2003)
 AO0191
 AO0191'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0251 ***********************************************************************
 AO0251  DESIGNATION -  T 1077
 AO0251  PID         -  AO0251
 AO0251  STATE/COUNTY-  TX/LA SALLE
 AO0251  USGS QUAD   -  COTULLA (1974)
 AO0251
 AO0251                         *CURRENT SURVEY CONTROL
 AO0251  ___________________________________________________________________
 AO0251* NAD 83(1986)-  28 26 26.     (N)    099 14 03.     (W)     SCALED    
 AO0251* NAVD 88     -       127.176  (meters)     417.24   (feet)  ADJUSTED  
 AO0251  ___________________________________________________________________
 AO0251  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AO0251  DYNAMIC HT  -         126.984 (meters)     416.61  (feet)  COMP
 AO0251  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 AO0251
 AO0251  VERT ORDER  -  FIRST     CLASS II
 AO0251
 AO0251.The horizontal coordinates were scaled from a topographic map and have
 AO0251.an estimated accuracy of +/- 6 seconds.
 AO0251
 AO0251.The orthometric height was determined by differential leveling
 AO0251.and adjusted by the National Geodetic Survey in June 1991..
 AO0251.WARNING-Repeat measurements at this control monument indicate possible
 AO0251.vertical movement.
 AO0251
 AO0251.The geoid height was determined by GEOID03.
 AO0251
 AO0251.The dynamic height is computed by dividing the NAVD 88
 AO0251.geopotential number by the normal gravity value computed on the
 AO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0251.degrees latitude (g = 980.6199 gals.).
 AO0251
 AO0251.The modeled gravity was interpolated from observed gravity values.
 AO0251
 AO0251;                    North         East    Units  Estimated Accuracy
 AO0251;SPC TXSC     - 4,067,320.      577,060.      MT  (+/- 180 meters Scaled)
 AO0251
 AO0251                          SUPERSEDED SURVEY CONTROL
 AO0251
 AO0251  NGVD 29 (??/??/92)  127.052  (m)          416.84   (f) ADJ UNCH    1 2
 AO0251
 AO0251.Superseded values are not recommended for survey control.
 AO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0251.See file dsdata.txt to determine how the superseded data were derived.
 AO0251
 AO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS770460(NAD 83)
 AO0251_MARKER: DB = BENCH MARK DISK
 AO0251_SETTING: 80 = SET IN A BOULDER
 AO0251_STAMPING: T 1077 1956
 AO0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0251+STABILITY: SURFACE MOTION
 AO0251
 AO0251  HISTORY     - Date     Condition        Report By
 AO0251  HISTORY     - 1956     MONUMENTED       CGS
 AO0251  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0251  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0251
 AO0251                          STATION DESCRIPTION
 AO0251
 AO0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0251'0.3 MI N FROM COTULLA.
 AO0251'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0251'FROM THE STATION AT COTULLA, 88 FEET WEST OF THE 1ST POLE NORTH OF
 AO0251'MILEPOST 345, 39.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 3
 AO0251'FEET ABOVE THE TOP OF THE RAILS, 2.0 FEET ABOVE THE GROUND, SET IN THE
 AO0251'TOP OF A BOULDER.
 AO0251
 AO0251                          STATION RECOVERY (1974)
 AO0251
 AO0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0251'MARK NOT FOUND.
 AO0251
 AO0251                          STATION RECOVERY (1997)
 AO0251
 AO0251'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0031 ***********************************************************************
 BP0031  DESIGNATION -  T 108
 BP0031  PID         -  BP0031
 BP0031  STATE/COUNTY-  TX/TERRELL
 BP0031  USGS QUAD   -  SANDERSON (1969)
 BP0031
 BP0031                         *CURRENT SURVEY CONTROL
 BP0031  ___________________________________________________________________
 BP0031* NAD 83(1986)-  30 14 57.     (N)    102 26 42.     (W)     SCALED    
 BP0031* NAVD 88     -      1002.248  (meters)    3288.21   (feet)  POSTED    
 BP0031  ___________________________________________________________________
 BP0031  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BP0031  DYNAMIC HT  -        1000.690 (meters)    3283.10  (feet)  COMP
 BP0031  MODELED GRAV-     979,051.3   (mgal)                       NAVD 88
 BP0031
 BP0031  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0031
 BP0031.The horizontal coordinates were scaled from a topographic map and have
 BP0031.an estimated accuracy of +/- 6 seconds.
 BP0031
 BP0031.The orthometric height was determined by differential leveling
 BP0031.and adjusted by the National Geodetic Survey in 1992..
 BP0031.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0031.rate of 1.1 thru 2.0 mm/km.
 BP0031
 BP0031.The geoid height was determined by GEOID03.
 BP0031
 BP0031.The dynamic height is computed by dividing the NAVD 88
 BP0031.geopotential number by the normal gravity value computed on the
 BP0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0031.degrees latitude (g = 980.6199 gals.).
 BP0031
 BP0031.The modeled gravity was interpolated from observed gravity values.
 BP0031
 BP0031;                    North         East    Units  Estimated Accuracy
 BP0031;SPC TXSC     - 4,272,630.      268,490.      MT  (+/- 180 meters Scaled)
 BP0031
 BP0031                          SUPERSEDED SURVEY CONTROL
 BP0031
 BP0031  NGVD 29 (??/??/92) 1001.961  (m)         3287.27   (f) ADJ UNCH    1 2
 BP0031
 BP0031.Superseded values are not recommended for survey control.
 BP0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0031.See file dsdata.txt to determine how the superseded data were derived.
 BP0031
 BP0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP458491(NAD 83)
 BP0031_MARKER: DB = BENCH MARK DISK
 BP0031_SETTING: 66 = SET IN ROCK OUTCROP
 BP0031_SP_SET: ROCK LEDGE
 BP0031_STAMPING: T 108 1933 3287.392
 BP0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0031+STABILITY: POSITION/ELEVATION WELL
 BP0031
 BP0031  HISTORY     - Date     Condition        Report By
 BP0031  HISTORY     - 1933     MONUMENTED       CGS
 BP0031  HISTORY     - 1958     GOOD             NGS
 BP0031  HISTORY     - 1968     MARK NOT FOUND   NGS
 BP0031  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0031
 BP0031                          STATION DESCRIPTION
 BP0031
 BP0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0031'7.95 MI N FROM SANDERSON.
 BP0031'ABOUT 7.95 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE JUNCTION WITH
 BP0031'U. S. HIGHWAY 90 AT SANDERSON, IN THE TOP OF A FLAT ROCK LEDGE FORMED
 BP0031'BY THE CUT ON THE INSIDE OF A CURVE WITH TANGENTS SOUTHWEST AND
 BP0031'NORTH-NORTHWEST, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BP0031'ABOUT 82 YARDS SOUTHEAST OF THE SOUTHEAST END OF THE HEAD WALL OF A
 BP0031'LARGE BOX CULVERT, 29 FEET NORTHEAST OF THE SOUTHWEST RIGHT OF WAY
 BP0031'FENCE, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE
 BP0031'ROCK LEDGE HAS BEEN DISTURBED IN THE CONSTRUCTION OF THE HIGHWAY.
 BP0031
 BP0031                          STATION RECOVERY (1968)
 BP0031
 BP0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BP0031'MARK NOT FOUND.
 BP0031
 BP0031                          STATION RECOVERY (1981)
 BP0031
 BP0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1099 ***********************************************************************
 AE1099  DESIGNATION -  T 1080
 AE1099  PID         -  AE1099
 AE1099  STATE/COUNTY-  TX/ZAPATA
 AE1099  USGS QUAD   -  ZAPATA SE (1979)
 AE1099
 AE1099                         *CURRENT SURVEY CONTROL
 AE1099  ___________________________________________________________________
 AE1099* NAD 83(1986)-  26 51 48.     (N)    099 16 48.     (W)     SCALED    
 AE1099* NAVD 88     -        85.997  (meters)     282.14   (feet)  POSTED    
 AE1099  ___________________________________________________________________
 AE1099  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AE1099  DYNAMIC HT  -          85.860 (meters)     281.69  (feet)  COMP
 AE1099  MODELED GRAV-     979,032.8   (mgal)                       NAVD 88
 AE1099
 AE1099  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE1099
 AE1099.The horizontal coordinates were scaled from a topographic map and have
 AE1099.an estimated accuracy of +/- 6 seconds.
 AE1099
 AE1099.The orthometric height was determined by differential leveling
 AE1099.and adjusted by the National Geodetic Survey in 1992..
 AE1099.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE1099.rate of 0.0 thru 1.0 mm/km.
 AE1099
 AE1099.The geoid height was determined by GEOID03.
 AE1099
 AE1099.The dynamic height is computed by dividing the NAVD 88
 AE1099.geopotential number by the normal gravity value computed on the
 AE1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1099.degrees latitude (g = 980.6199 gals.).
 AE1099
 AE1099.The modeled gravity was interpolated from observed gravity values.
 AE1099
 AE1099;                    North         East    Units  Estimated Accuracy
 AE1099;SPC TX S     - 5,132,820.      222,500.      MT  (+/- 180 meters Scaled)
 AE1099
 AE1099                          SUPERSEDED SURVEY CONTROL
 AE1099
 AE1099  NGVD 29 (??/??/92)   86.054  (m)          282.33   (f) ADJ UNCH    1 2
 AE1099
 AE1099.Superseded values are not recommended for survey control.
 AE1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1099.See file dsdata.txt to determine how the superseded data were derived.
 AE1099
 AE1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ721713(NAD 83)
 AE1099_MARKER: DB = BENCH MARK DISK
 AE1099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1099_SP_SET: CULVERT
 AE1099_STAMPING: T 1080 1956
 AE1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1099
 AE1099  HISTORY     - Date     Condition        Report By
 AE1099  HISTORY     - 1956     MONUMENTED       CGS
 AE1099
 AE1099                          STATION DESCRIPTION
 AE1099
 AE1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1099'5.7 MI S FROM ZAPATA.
 AE1099'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1099'ZAPATA, THENCE 2.3 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 25 FEET
 AE1099'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE
 AE1099'SOUTHEAST END OF THE NORTHEAST HEADWALL OF AN 18 INCH CONCRETE PIPE
 AE1099'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0765 ***********************************************************************
 AJ0765  DESIGNATION -  T 1083
 AJ0765  PID         -  AJ0765
 AJ0765  STATE/COUNTY-  TX/WEBB
 AJ0765  USGS QUAD   -  LAREDO WEST (1980)
 AJ0765
 AJ0765                         *CURRENT SURVEY CONTROL
 AJ0765  ___________________________________________________________________
 AJ0765* NAD 83(1986)-  27 36 27.     (N)    099 31 08.     (W)     SCALED    
 AJ0765* NAVD 88     -       148.271  (meters)     486.45   (feet)  POSTED    
 AJ0765  ___________________________________________________________________
 AJ0765  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ0765  DYNAMIC HT  -         148.040 (meters)     485.69  (feet)  COMP
 AJ0765  MODELED GRAV-     979,077.6   (mgal)                       NAVD 88
 AJ0765
 AJ0765  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ0765
 AJ0765.The horizontal coordinates were scaled from a topographic map and have
 AJ0765.an estimated accuracy of +/- 6 seconds.
 AJ0765
 AJ0765.The orthometric height was determined by differential leveling
 AJ0765.and adjusted by the National Geodetic Survey in 1992..
 AJ0765.No vertical observational check was made to the station.
 AJ0765.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ0765.was located on a no-check spur therefore a value was not computed.
 AJ0765
 AJ0765.The geoid height was determined by GEOID03.
 AJ0765
 AJ0765.The dynamic height is computed by dividing the NAVD 88
 AJ0765.geopotential number by the normal gravity value computed on the
 AJ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0765.degrees latitude (g = 980.6199 gals.).
 AJ0765
 AJ0765.The modeled gravity was interpolated from observed gravity values.
 AJ0765
 AJ0765;                    North         East    Units  Estimated Accuracy
 AJ0765;SPC TX S     - 5,215,440.      199,430.      MT  (+/- 180 meters Scaled)
 AJ0765
 AJ0765                          SUPERSEDED SURVEY CONTROL
 AJ0765
 AJ0765  NGVD 29 (??/??/92)  148.260  (m)          486.42   (f) ADJ UNCH    1 2
 AJ0765
 AJ0765.Superseded values are not recommended for survey control.
 AJ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0765.See file dsdata.txt to determine how the superseded data were derived.
 AJ0765
 AJ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR487538(NAD 83)
 AJ0765_MARKER: DB = BENCH MARK DISK
 AJ0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0765_STAMPING: T 1083 1957
 AJ0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0765+STABILITY: SURFACE MOTION
 AJ0765
 AJ0765  HISTORY     - Date     Condition        Report By
 AJ0765  HISTORY     - 1957     MONUMENTED       CGS
 AJ0765  HISTORY     - 1964     MARK NOT FOUND   USGS
 AJ0765  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ0765
 AJ0765                          STATION DESCRIPTION
 AJ0765
 AJ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0765'7.3 MI N FROM LAREDO.
 AJ0765'4.6 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0765'FROM THE STATION AT LAREDO, THENCE 2.7 MILES NORTHWEST ALONG AN OILED
 AJ0765'ROAD, AT THE LAREDO MUNICIPAL AIRPORT, 3 FEET SOUTHEAST OF THE WEST
 AJ0765'CORNER OF THE SOUTHEAST HANGAR, SET IN THE TOP OF A CONCRETE POST
 AJ0765'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- THE HANGAR WAS
 AJ0765'DESTROYED BY FIRE AND THE ENTIRE AREA LEVELED BY MACHINERY.
 AJ0765
 AJ0765                          STATION RECOVERY (1964)
 AJ0765
 AJ0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AJ0765'MARK NOT FOUND.
 AJ0765
 AJ0765                          STATION RECOVERY (2002)
 AJ0765
 AJ0765'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0331 ***********************************************************************
 AO0331  DESIGNATION -  T 1084
 AO0331  PID         -  AO0331
 AO0331  STATE/COUNTY-  TX/WEBB
 AO0331  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0331
 AO0331                         *CURRENT SURVEY CONTROL
 AO0331  ___________________________________________________________________
 AO0331* NAD 83(1986)-  28 01 12.     (N)    099 32 24.     (W)     SCALED    
 AO0331* NAVD 88     -       258.337  (meters)     847.56   (feet)  POSTED    
 AO0331  ___________________________________________________________________
 AO0331  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AO0331  DYNAMIC HT  -         257.940 (meters)     846.26  (feet)  COMP
 AO0331  MODELED GRAV-     979,092.7   (mgal)                       NAVD 88
 AO0331
 AO0331  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AO0331
 AO0331.The horizontal coordinates were scaled from a topographic map and have
 AO0331.an estimated accuracy of +/- 6 seconds.
 AO0331
 AO0331.The orthometric height was determined by differential leveling
 AO0331.and adjusted by the National Geodetic Survey in 1992..
 AO0331.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AO0331.rate of 3.1 thru 4.0 mm/km.
 AO0331
 AO0331.The geoid height was determined by GEOID03.
 AO0331
 AO0331.The dynamic height is computed by dividing the NAVD 88
 AO0331.geopotential number by the normal gravity value computed on the
 AO0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0331.degrees latitude (g = 980.6199 gals.).
 AO0331
 AO0331.The modeled gravity was interpolated from observed gravity values.
 AO0331
 AO0331;                    North         East    Units  Estimated Accuracy
 AO0331;SPC TX S     - 5,261,170.      197,720.      MT  (+/- 180 meters Scaled)
 AO0331
 AO0331                          SUPERSEDED SURVEY CONTROL
 AO0331
 AO0331  NGVD 29 (??/??/92)  258.355  (m)          847.62   (f) ADJ UNCH    1 2
 AO0331
 AO0331.Superseded values are not recommended for survey control.
 AO0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0331.See file dsdata.txt to determine how the superseded data were derived.
 AO0331
 AO0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR469995(NAD 83)
 AO0331_MARKER: DB = BENCH MARK DISK
 AO0331_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AO0331_SP_SET: 11 FT.
 AO0331_STAMPING: T 1084 1957
 AO0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0331
 AO0331  HISTORY     - Date     Condition        Report By
 AO0331  HISTORY     - 1957     MONUMENTED       CGS
 AO0331  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0331  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0331
 AO0331                          STATION DESCRIPTION
 AO0331
 AO0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0331'18.9 MI NW FROM WEBB.
 AO0331'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0331'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AO0331'GRADED DIRT ROAD, THENCE 15.9 MILES NORTHWEST ALONG U.S. HIGHWAY 83,
 AO0331'127 FEET SOUTHWEST OF THE WEST CORNER OF A SMALL HOUSE, 49 FEET
 AO0331'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHEAST OF A
 AO0331'FENCE, 2.7 FEET SOUTHEAST OF A WITNESS POST, CLAMPED ON THE TOP OF A
 AO0331'5/8 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 11 FEET IN THE
 AO0331'GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.2 FOOT ABOVE
 AO0331'THE GROUND.
 AO0331
 AO0331                          STATION RECOVERY (1976)
 AO0331
 AO0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0331'MARK NOT FOUND.
 AO0331
 AO0331                          STATION RECOVERY (1982)
 AO0331
 AO0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0331'MARK NOT RECOVERED THIS DATE, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0401 ***********************************************************************
 AO0401  DESIGNATION -  T 1085
 AO0401  PID         -  AO0401
 AO0401  STATE/COUNTY-  TX/DIMMIT
 AO0401  USGS QUAD   -  ASHERTON (1982)
 AO0401
 AO0401                         *CURRENT SURVEY CONTROL
 AO0401  ___________________________________________________________________
 AO0401* NAD 83(1986)-  28 29 37.     (N)    099 49 06.     (W)     SCALED    
 AO0401* NAVD 88     -       181.784  (meters)     596.40   (feet)  ADJUSTED  
 AO0401  ___________________________________________________________________
 AO0401  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AO0401  DYNAMIC HT  -         181.511 (meters)     595.51  (feet)  COMP
 AO0401  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 AO0401
 AO0401  VERT ORDER  -  FIRST     CLASS II
 AO0401
 AO0401.The horizontal coordinates were scaled from a topographic map and have
 AO0401.an estimated accuracy of +/- 6 seconds.
 AO0401
 AO0401.The orthometric height was determined by differential leveling
 AO0401.and adjusted by the National Geodetic Survey in June 1991..
 AO0401
 AO0401.The geoid height was determined by GEOID03.
 AO0401
 AO0401.The dynamic height is computed by dividing the NAVD 88
 AO0401.geopotential number by the normal gravity value computed on the
 AO0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0401.degrees latitude (g = 980.6199 gals.).
 AO0401
 AO0401.The modeled gravity was interpolated from observed gravity values.
 AO0401
 AO0401;                    North         East    Units  Estimated Accuracy
 AO0401;SPC TXSC     - 4,073,460.      519,880.      MT  (+/- 180 meters Scaled)
 AO0401
 AO0401                          SUPERSEDED SURVEY CONTROL
 AO0401
 AO0401  NGVD 29 (??/??/92)  181.715  (m)          596.18   (f) ADJ UNCH    1 2
 AO0401
 AO0401.Superseded values are not recommended for survey control.
 AO0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0401.See file dsdata.txt to determine how the superseded data were derived.
 AO0401
 AO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS199521(NAD 83)
 AO0401_MARKER: DB = BENCH MARK DISK
 AO0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0401_STAMPING: T 1085 1957
 AO0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0401+STABILITY: SURFACE MOTION
 AO0401
 AO0401  HISTORY     - Date     Condition        Report By
 AO0401  HISTORY     - 1957     MONUMENTED       CGS
 AO0401  HISTORY     - 1975     MARK NOT FOUND   USGS
 AO0401  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0401  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 AO0401
 AO0401                          STATION DESCRIPTION
 AO0401
 AO0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0401'3.25 MI SE FROM CARRIZO SPRINGS.
 AO0401'3.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE SAN ANTONIO,
 AO0401'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, AT A JUNCTION
 AO0401'WITH FARM ROAD 1556, 228 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM
 AO0401'ROAD, 48 FEET NORTHEAST OF THE CENTER LINE OF PROPOSED U.S. HIGHWAY
 AO0401'83, 1.6 FEET SOUTHEAST OF A FENCE, 2.2 FEET SOUTHWEST OF A WITNESS
 AO0401'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AO0401'THE GROUND.
 AO0401
 AO0401                          STATION RECOVERY (1975)
 AO0401
 AO0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AO0401'MARK NOT FOUND.
 AO0401
 AO0401                          STATION RECOVERY (1982)
 AO0401
 AO0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0401'MARK NOT RECOVERED.
 AO0401
 AO0401                          STATION RECOVERY (1997)
 AO0401
 AO0401'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0005 ***********************************************************************
 AP0005  DESIGNATION -  T 1086 RESET 1964
 AP0005  PID         -  AP0005
 AP0005  STATE/COUNTY-  TX/DIMMIT
 AP0005  USGS QUAD   -  COMETA (1974)
 AP0005
 AP0005                         *CURRENT SURVEY CONTROL
 AP0005  ___________________________________________________________________
 AP0005* NAD 83(1986)-  28 37 31.     (N)    100 03 13.     (W)     SCALED    
 AP0005* NAVD 88     -       194.888  (meters)     639.39   (feet)  ADJUSTED  
 AP0005  ___________________________________________________________________
 AP0005  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AP0005  DYNAMIC HT  -         194.598 (meters)     638.44  (feet)  COMP
 AP0005  MODELED GRAV-     979,152.4   (mgal)                       NAVD 88
 AP0005
 AP0005  VERT ORDER  -  FIRST     CLASS II
 AP0005
 AP0005.The horizontal coordinates were scaled from a topographic map and have
 AP0005.an estimated accuracy of +/- 6 seconds.
 AP0005
 AP0005.The orthometric height was determined by differential leveling
 AP0005.and adjusted by the National Geodetic Survey in June 1991..
 AP0005
 AP0005.The geoid height was determined by GEOID03.
 AP0005
 AP0005.The dynamic height is computed by dividing the NAVD 88
 AP0005.geopotential number by the normal gravity value computed on the
 AP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0005.degrees latitude (g = 980.6199 gals.).
 AP0005
 AP0005.The modeled gravity was interpolated from observed gravity values.
 AP0005
 AP0005;                    North         East    Units  Estimated Accuracy
 AP0005;SPC TXSC     - 4,088,240.      496,980.      MT  (+/- 180 meters Scaled)
 AP0005
 AP0005                          SUPERSEDED SURVEY CONTROL
 AP0005
 AP0005  NGVD 29 (??/??/??)  194.77   (m)          639.0    (f) RESET       3  
 AP0005
 AP0005.Superseded values are not recommended for survey control.
 AP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0005.See file dsdata.txt to determine how the superseded data were derived.
 AP0005
 AP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS970669(NAD 83)
 AP0005_MARKER: DB = BENCH MARK DISK
 AP0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0005_STAMPING: T 1086 RESET 1964
 AP0005_MARK LOGO: CGS   
 AP0005_PROJECTION: PROJECTING 10 CENTIMETERS
 AP0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0005+STABILITY: SURFACE MOTION
 AP0005
 AP0005  HISTORY     - Date     Condition        Report By
 AP0005  HISTORY     - 1964     MONUMENTED       CGS
 AP0005  HISTORY     - 1982     GOOD             NGS
 AP0005
 AP0005                          STATION DESCRIPTION
 AP0005
 AP0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AP0005'15.3 MI NW FROM CARRIZO SPRINGS.
 AP0005'ABOUT 15.3 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN
 AP0005'ANTONIO, UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 177 FEET
 AP0005'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 75 FEET SOUTHEAST OF
 AP0005'THE BANK OF KAYATONA CREEK, 3 FEET EAST OF A METAL WITNESS POST, AND
 AP0005'AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 198 + 02.  A STANDARD
 AP0005'DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 AP0005'THE SURFACE OF THE GROUND.
 AP0005
 AP0005                          STATION RECOVERY (1982)
 AP0005
 AP0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0005'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0005'SPRINGS, THENCE 25.0 KM (15.55 MI) NORTHWEST ALONG U.S. HIGHWAY 277 AT
 AP0005'KAYATONA CREEK AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION
 AP0005'198+02, 53.9 METERS (177.0 FT) SOUTH OF CENTERLINE OF THE HIGHWAY,
 AP0005'22.8 METERS (75.0 FT) SOUTHEAST OF THE BANK OF KAYATONA CREEK, AND
 AP0005'0.3 METER (1.0 FT) SOUTH OF A FENCE.
 AP0005'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 AP0005'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0040 ***********************************************************************
 AP0040  DESIGNATION -  T 1087 RESET 1961
 AP0040  PID         -  AP0040
 AP0040  STATE/COUNTY-  TX/MAVERICK
 AP0040  USGS QUAD   -  SACATOSA TANK (1974)
 AP0040
 AP0040                         *CURRENT SURVEY CONTROL
 AP0040  ___________________________________________________________________
 AP0040* NAD 83(1986)-  28 39 17.     (N)    100 13 54.     (W)     SCALED    
 AP0040* NAVD 88     -       246.175  (meters)     807.66   (feet)  ADJUSTED  
 AP0040  ___________________________________________________________________
 AP0040  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AP0040  DYNAMIC HT  -         245.808 (meters)     806.46  (feet)  COMP
 AP0040  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 AP0040
 AP0040  VERT ORDER  -  FIRST     CLASS II
 AP0040
 AP0040.The horizontal coordinates were scaled from a topographic map and have
 AP0040.an estimated accuracy of +/- 6 seconds.
 AP0040
 AP0040.The orthometric height was determined by differential leveling
 AP0040.and adjusted by the National Geodetic Survey in June 1991..
 AP0040
 AP0040.The geoid height was determined by GEOID03.
 AP0040
 AP0040.The dynamic height is computed by dividing the NAVD 88
 AP0040.geopotential number by the normal gravity value computed on the
 AP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0040.degrees latitude (g = 980.6199 gals.).
 AP0040
 AP0040.The modeled gravity was interpolated from observed gravity values.
 AP0040
 AP0040;                    North         East    Units  Estimated Accuracy
 AP0040;SPC TXSC     - 4,091,670.      479,600.      MT  (+/- 180 meters Scaled)
 AP0040
 AP0040                          SUPERSEDED SURVEY CONTROL
 AP0040
 AP0040  NGVD 29 (??/??/??)  246.02   (m)          807.2    (f) RESET       3  
 AP0040
 AP0040.Superseded values are not recommended for survey control.
 AP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0040.See file dsdata.txt to determine how the superseded data were derived.
 AP0040
 AP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS796703(NAD 83)
 AP0040_MARKER: DB = BENCH MARK DISK
 AP0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0040_STAMPING: T 1087 RESET 1961
 AP0040_MARK LOGO: CGS   
 AP0040_PROJECTION: RECESSED 15 CENTIMETERS
 AP0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0040+STABILITY: SURFACE MOTION
 AP0040
 AP0040  HISTORY     - Date     Condition        Report By
 AP0040  HISTORY     - 1961     MONUMENTED       CGS
 AP0040  HISTORY     - 1982     GOOD             NGS
 AP0040
 AP0040                          STATION DESCRIPTION
 AP0040
 AP0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0040'16.9 MI E FROM EAGLE PASS.
 AP0040'ABOUT 16.9 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE RAILROAD
 AP0040'CROSSING IN EAGLE PASS, UNDER THE NORTH RIGHT-OF-WAY FRNCE LINE AND 2
 AP0040'FEET EAST OF A 4 X 4 WITNESS POST.  IT IS ABOUT 50 FEET EAST OF A
 AP0040'METAL GATE.  A STANDARD DISK STAMPED T 1087 RESET 1961 IN A CONCRETE
 AP0040'POST PROJECTING ABOUT 2 INCHES.
 AP0040
 AP0040                          STATION RECOVERY (1982)
 AP0040
 AP0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0040'30.5 KM (17.2 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0040'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0040'STREET AND MADISON STREET UNDER THE NORTH RIGHT OF WAY FENCE,
 AP0040'22.3 METERS (75.0 FT) NORTH OF CENTERLINE OF THE HIGHWAY, 17.3 METERS
 AP0040'(57.0 FT) EAST OF A WIRE GATE, 19.9 METERS (65.5 FT) EAST OF A POWER
 AP0040'POLE, 19.2 METERS (63.0 FT) EAST OF TELEPHONE JUNCTION BOX, AND
 AP0040'0.2 METER (0.8 FT) SOUTH OF A RIGHT OF WAY FENCE.
 AP0040'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AP0040'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0076 ***********************************************************************
 AP0076  DESIGNATION -  T 1089
 AP0076  PID         -  AP0076
 AP0076  STATE/COUNTY-  TX/MAVERICK
 AP0076  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0076
 AP0076                         *CURRENT SURVEY CONTROL
 AP0076  ___________________________________________________________________
 AP0076* NAD 83(1986)-  28 42 25.     (N)    100 29 05.     (W)     SCALED    
 AP0076* NAVD 88     -       249.151  (meters)     817.42   (feet)  ADJUSTED  
 AP0076  ___________________________________________________________________
 AP0076  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0076  DYNAMIC HT  -         248.779 (meters)     816.20  (feet)  COMP
 AP0076  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 AP0076
 AP0076  VERT ORDER  -  FIRST     CLASS II
 AP0076
 AP0076.This mark is at Eagle Pass Municipal Airport (EGP)
 AP0076
 AP0076.The horizontal coordinates were scaled from a topographic map and have
 AP0076.an estimated accuracy of +/- 6 seconds.
 AP0076
 AP0076.The orthometric height was determined by differential leveling
 AP0076.and adjusted by the National Geodetic Survey in June 1991..
 AP0076
 AP0076.The geoid height was determined by GEOID03.
 AP0076
 AP0076.The dynamic height is computed by dividing the NAVD 88
 AP0076.geopotential number by the normal gravity value computed on the
 AP0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0076.degrees latitude (g = 980.6199 gals.).
 AP0076
 AP0076.The modeled gravity was interpolated from observed gravity values.
 AP0076
 AP0076;                    North         East    Units  Estimated Accuracy
 AP0076;SPC TXSC     - 4,097,740.      454,940.      MT  (+/- 180 meters Scaled)
 AP0076
 AP0076                          SUPERSEDED SURVEY CONTROL
 AP0076
 AP0076  NGVD 29 (??/??/92)  249.018  (m)          816.99   (f) ADJ UNCH    1 2
 AP0076
 AP0076.Superseded values are not recommended for survey control.
 AP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0076.See file dsdata.txt to determine how the superseded data were derived.
 AP0076
 AP0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS549764(NAD 83)
 AP0076_MARKER: DB = BENCH MARK DISK
 AP0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0076_STAMPING: T 1089 1957
 AP0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0076+STABILITY: SURFACE MOTION
 AP0076
 AP0076  HISTORY     - Date     Condition        Report By
 AP0076  HISTORY     - 1957     MONUMENTED       CGS
 AP0076  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0076
 AP0076                          STATION DESCRIPTION
 AP0076
 AP0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0076'1.1 MI E FROM EAGLE PASS.
 AP0076'0.9 MILE EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0076'RAILROAD STATION AT EAGLE PASS, THENCE 0.2 MILE SOUTH ALONG AN OILED
 AP0076'ROAD, 3 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE NORTH HANGAR AT
 AP0076'THE EAGLE PASS AIRPORT, 104 FEET EAST OF THE CENTER LINE OF AN OILED
 AP0076'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AP0076'THE GROUND.
 AP0076
 AP0076                          STATION RECOVERY (1982)
 AP0076
 AP0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0076'NOT RECOVERED, CONCRETE POST FOUND WITH BROKEN STEM, DISK NOT
 AP0076'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8640 ***********************************************************************
 AF8640  DESIGNATION -  T 109 RESET
 AF8640  PID         -  AF8640
 AF8640  STATE/COUNTY-  TX/TOM GREEN
 AF8640  USGS QUAD   -  VANCOURT (1984)
 AF8640
 AF8640                         *CURRENT SURVEY CONTROL
 AF8640  ___________________________________________________________________
 AF8640* NAD 83(1986)-  31 22 23.     (N)    100 13 42.     (W)     SCALED    
 AF8640* NAVD 88     -       566.85   (meters)    1859.7    (feet)  RESET     
 AF8640  ___________________________________________________________________
 AF8640  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AF8640
 AF8640  VERT ORDER  -  THIRD
 AF8640
 AF8640.The horizontal coordinates were scaled from a topographic map and have
 AF8640.an estimated accuracy of +/- 6 seconds.
 AF8640
 AF8640.The orthometric height was computed from unverified reset data.
 AF8640
 AF8640.The geoid height was determined by GEOID03.
 AF8640
 AF8640;                    North         East    Units  Estimated Accuracy
 AF8640;SPC TX C     - 3,189,170.      709,990.      MT  (+/- 180 meters Scaled)
 AF8640
 AF8640                          SUPERSEDED SURVEY CONTROL
 AF8640
 AF8640.No superseded survey control is available for this station.
 AF8640
 AF8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV831715(NAD 83)
 AF8640_MARKER: DB = BENCH MARK DISK
 AF8640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8640_STAMPING: T 109 RESET 1937
 AF8640_MARK LOGO: CGS   
 AF8640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8640+STABILITY: SURFACE MOTION
 AF8640
 AF8640  HISTORY     - Date     Condition        Report By
 AF8640  HISTORY     - 1937     MONUMENTED       TXHD
 AF8640
 AF8640                          STATION DESCRIPTION
 AF8640
 AF8640'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1937
 AF8640'4.7 MILES (7.6 KM) SOUTHEAST ALONG US HIGHWAY NO 87 (FORMERLY NO 385)
 AF8640'FROM WALL, AT THE WEST END OF A CURVE TO THE SOUTHEAST, ABOUT 330 FEET
 AF8640'(100.6 M) WEST OF A ROAD RUNNING ALONG A SECTION LNE, AND 50 FEET
 AF8640'(15.2 M) NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK SET
 AF8640'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0086 ***********************************************************************
 AZ0086  DESIGNATION -  T 1090
 AZ0086  PID         -  AZ0086
 AZ0086  STATE/COUNTY-  TX/UVALDE
 AZ0086  USGS QUAD   -  CLINE (1974)
 AZ0086
 AZ0086                         *CURRENT SURVEY CONTROL
 AZ0086  ___________________________________________________________________
 AZ0086* NAD 83(1986)-  29 14 26.     (N)    100 05 37.     (W)     SCALED    
 AZ0086* NAVD 88     -       302.657  (meters)     992.97   (feet)  ADJUSTED  
 AZ0086  ___________________________________________________________________
 AZ0086  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AZ0086  DYNAMIC HT  -         302.216 (meters)     991.52  (feet)  COMP
 AZ0086  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 AZ0086
 AZ0086  VERT ORDER  -  FIRST     CLASS II
 AZ0086
 AZ0086.The horizontal coordinates were scaled from a topographic map and have
 AZ0086.an estimated accuracy of +/- 6 seconds.
 AZ0086
 AZ0086.The orthometric height was determined by differential leveling
 AZ0086.and adjusted by the National Geodetic Survey in June 1991..
 AZ0086
 AZ0086.The geoid height was determined by GEOID03.
 AZ0086
 AZ0086.The dynamic height is computed by dividing the NAVD 88
 AZ0086.geopotential number by the normal gravity value computed on the
 AZ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0086.degrees latitude (g = 980.6199 gals.).
 AZ0086
 AZ0086.The modeled gravity was interpolated from observed gravity values.
 AZ0086
 AZ0086;                    North         East    Units  Estimated Accuracy
 AZ0086;SPC TXSC     - 4,156,450.      493,700.      MT  (+/- 180 meters Scaled)
 AZ0086
 AZ0086                          SUPERSEDED SURVEY CONTROL
 AZ0086
 AZ0086  NGVD 29 (??/??/92)  302.552  (m)          992.62   (f) ADJ UNCH    1 2
 AZ0086
 AZ0086.Superseded values are not recommended for survey control.
 AZ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0086.See file dsdata.txt to determine how the superseded data were derived.
 AZ0086
 AZ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT937351(NAD 83)
 AZ0086_MARKER: DB = BENCH MARK DISK
 AZ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0086_STAMPING: T 1090 1957
 AZ0086_MARK LOGO: CGS   
 AZ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0086+STABILITY: SURFACE MOTION
 AZ0086
 AZ0086  HISTORY     - Date     Condition        Report By
 AZ0086  HISTORY     - 1957     MONUMENTED       CGS
 AZ0086  HISTORY     - 1982     GOOD             NGS
 AZ0086  HISTORY     - 1988     GOOD             USPSQD
 AZ0086
 AZ0086                          STATION DESCRIPTION
 AZ0086
 AZ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0086'0.65 MI W FROM CLINE.
 AZ0086'0.65 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0086'STATION AT CLINE, 150 FEET SOUTHEAST OF MILEPOST 320, 169.7 FEET SOUTH
 AZ0086'OF THE SOUTH RAIL, 68.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 AZ0086'90, 1.6 FEET NORTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, 5 FEET
 AZ0086'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 AZ0086'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AZ0086
 AZ0086                          STATION RECOVERY (1982)
 AZ0086
 AZ0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0086'RECOVERED THIS DATE, NOTE, RAILROAD STATION AT CLINE HAS BEEN REMOVED,
 AZ0086'30.5 (18.9 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 AZ0086'SERVICE ROAD FROM THE STATION AT UVALDE, THENCE 1.1 KM (0.7 MI) WEST
 AZ0086'SOUTHWEST ALONG U.S. HIGHWAY 90, ALSO 1.9 KM (1.2 MI) EAST NORTHEAST
 AZ0086'OF THE KINNEY-UVALDE COUNTY LINE.
 AZ0086
 AZ0086                          STATION RECOVERY (1988)
 AZ0086
 AZ0086'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AZ0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1329 ***********************************************************************
 AY1329  DESIGNATION -  T 1091
 AY1329  PID         -  AY1329
 AY1329  STATE/COUNTY-  TX/UVALDE
 AY1329  USGS QUAD   -  BLANCO LAKE (1971)
 AY1329
 AY1329                         *CURRENT SURVEY CONTROL
 AY1329  ___________________________________________________________________
 AY1329* NAD 83(1986)-  29 18 14.     (N)    099 36 32.     (W)     SCALED    
 AY1329* NAVD 88     -       298.334  (meters)     978.78   (feet)  ADJUSTED  
 AY1329  ___________________________________________________________________
 AY1329  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AY1329  DYNAMIC HT  -         297.900 (meters)     977.36  (feet)  COMP
 AY1329  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY1329
 AY1329  VERT ORDER  -  FIRST     CLASS II
 AY1329
 AY1329.The horizontal coordinates were scaled from a topographic map and have
 AY1329.an estimated accuracy of +/- 6 seconds.
 AY1329
 AY1329.The orthometric height was determined by differential leveling
 AY1329.and adjusted by the National Geodetic Survey in June 1991..
 AY1329
 AY1329.The geoid height was determined by GEOID03.
 AY1329
 AY1329.The dynamic height is computed by dividing the NAVD 88
 AY1329.geopotential number by the normal gravity value computed on the
 AY1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1329.degrees latitude (g = 980.6199 gals.).
 AY1329
 AY1329.The modeled gravity was interpolated from observed gravity values.
 AY1329
 AY1329;                    North         East    Units  Estimated Accuracy
 AY1329;SPC TXSC     - 4,163,130.      540,850.      MT  (+/- 180 meters Scaled)
 AY1329
 AY1329                          SUPERSEDED SURVEY CONTROL
 AY1329
 AY1329  NGVD 29 (??/??/92)  298.206  (m)          978.36   (f) ADJ UNCH    1 2
 AY1329
 AY1329.Superseded values are not recommended for survey control.
 AY1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1329.See file dsdata.txt to determine how the superseded data were derived.
 AY1329
 AY1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT408418(NAD 83)
 AY1329_MARKER: DB = BENCH MARK DISK
 AY1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1329_SP_SET: CULVERT
 AY1329_STAMPING: T 1091 1957
 AY1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1329
 AY1329  HISTORY     - Date     Condition        Report By
 AY1329  HISTORY     - 1957     MONUMENTED       CGS
 AY1329  HISTORY     - 1971     MARK NOT FOUND   USGS
 AY1329  HISTORY     - 19810821 MARK NOT FOUND   USPSQD
 AY1329  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1329  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY1329  HISTORY     - 1988     GOOD             USPSQD
 AY1329
 AY1329                          STATION DESCRIPTION
 AY1329
 AY1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1329'1.8 MI NE FROM KNIPPA.
 AY1329'1.8 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1329'STATION AT KNIPPA, 108 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 19 FEET
 AY1329'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 90, SET IN THE TOP OF THE
 AY1329'CENTER OF THE NORTHWEST HEADWALL OF A 5 CHANNEL CULVERT UNDER THE
 AY1329'HIGHWAY.
 AY1329
 AY1329                          STATION RECOVERY (1971)
 AY1329
 AY1329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AY1329'MARK NOT FOUND.
 AY1329
 AY1329                          STATION RECOVERY (1981)
 AY1329
 AY1329'RECOVERY NOTE BY US POWER SQUADRON 1981 (SMW)
 AY1329'MARK NOT FOUND.
 AY1329
 AY1329                          STATION RECOVERY (1982)
 AY1329
 AY1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1329'MARK NOT RECOVERED, NEW HEADWALL FOUND IN AREA.
 AY1329
 AY1329                          STATION RECOVERY (1987)
 AY1329
 AY1329'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1329'MARK NOT FOUND.
 AY1329
 AY1329                          STATION RECOVERY (1988)
 AY1329
 AY1329'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0050 ***********************************************************************
 AZ0050  DESIGNATION -  T 1092
 AZ0050  PID         -  AZ0050
 AZ0050  STATE/COUNTY-  TX/KINNEY
 AZ0050  USGS QUAD   -  SPOFFORD (1974)
 AZ0050
 AZ0050                         *CURRENT SURVEY CONTROL
 AZ0050  ___________________________________________________________________
 AZ0050* NAD 83(1986)-  29 13 36.     (N)    100 29 52.     (W)     SCALED    
 AZ0050* NAVD 88     -       310.432  (meters)    1018.48   (feet)  POSTED    
 AZ0050  ___________________________________________________________________
 AZ0050  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0050  DYNAMIC HT  -         309.980 (meters)    1016.99  (feet)  COMP
 AZ0050  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 AZ0050
 AZ0050  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0050
 AZ0050.The horizontal coordinates were scaled from a topographic map and have
 AZ0050.an estimated accuracy of +/- 6 seconds.
 AZ0050
 AZ0050.The orthometric height was determined by differential leveling
 AZ0050.and adjusted by the National Geodetic Survey in 1992..
 AZ0050.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0050.rate of 0.0 thru 1.0 mm/km.
 AZ0050
 AZ0050.The geoid height was determined by GEOID03.
 AZ0050
 AZ0050.The dynamic height is computed by dividing the NAVD 88
 AZ0050.geopotential number by the normal gravity value computed on the
 AZ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0050.degrees latitude (g = 980.6199 gals.).
 AZ0050
 AZ0050.The modeled gravity was interpolated from observed gravity values.
 AZ0050
 AZ0050;                    North         East    Units  Estimated Accuracy
 AZ0050;SPC TXSC     - 4,155,350.      454,400.      MT  (+/- 180 meters Scaled)
 AZ0050
 AZ0050                          SUPERSEDED SURVEY CONTROL
 AZ0050
 AZ0050  NGVD 29 (??/??/92)  310.352  (m)         1018.21   (f) ADJ UNCH    1 2
 AZ0050
 AZ0050.Superseded values are not recommended for survey control.
 AZ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0050.See file dsdata.txt to determine how the superseded data were derived.
 AZ0050
 AZ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT544340(NAD 83)
 AZ0050_MARKER: DB = BENCH MARK DISK
 AZ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0050_STAMPING: T 1092 1957
 AZ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0050+STABILITY: SURFACE MOTION
 AZ0050
 AZ0050  HISTORY     - Date     Condition        Report By
 AZ0050  HISTORY     - 1957     MONUMENTED       CGS
 AZ0050  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0050  HISTORY     - 19960109 MARK NOT FOUND   USPSQD
 AZ0050
 AZ0050                          STATION DESCRIPTION
 AZ0050
 AZ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0050'6.3 MI NW FROM SPOFFORD.
 AZ0050'6.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0050'STATION AT SPOFFORD, 7 1/2 RAILS NORTHWEST OF THE CENTER OF A ROAD
 AZ0050'CROSSING, 98 FEET NORTH OF MILEPOST 348, 55.6 FEET WEST OF A 26 INCH
 AZ0050'MESQUITE TREE, 44 FEET NORTHEAST OF THE NORTHEAST RAIL, 18.6 FEET EAST
 AZ0050'OF A TELEPHONE POLE, 7.4 FEET SOUTHEAST OF A POWER POLE, 4.6 FEET
 AZ0050'SOUTH OF A FENCE CORNER, 1.8 FEET NORTHWEST OF A WITNESS POST, SET IN
 AZ0050'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AZ0050
 AZ0050                          STATION RECOVERY (1982)
 AZ0050
 AZ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0050'SEARCHED FOR AND NOT RECOVERED THIS DATE, KNOCKED OUT WHEN FIRE BREAK
 AZ0050'WAS BLADED.
 AZ0050
 AZ0050                          STATION RECOVERY (1996)
 AZ0050
 AZ0050'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0100 ***********************************************************************
 AZ0100  DESIGNATION -  T 1093
 AZ0100  PID         -  AZ0100
 AZ0100  STATE/COUNTY-  TX/MAVERICK
 AZ0100  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0100
 AZ0100                         *CURRENT SURVEY CONTROL
 AZ0100  ___________________________________________________________________
 AZ0100* NAD 83(1986)-  29 03 55.     (N)    100 23 58.     (W)     SCALED    
 AZ0100* NAVD 88     -       286.374  (meters)     939.55   (feet)  ADJUSTED  
 AZ0100  ___________________________________________________________________
 AZ0100  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0100  DYNAMIC HT  -         285.954 (meters)     938.17  (feet)  COMP
 AZ0100  MODELED GRAV-     979,171.8   (mgal)                       NAVD 88
 AZ0100
 AZ0100  VERT ORDER  -  FIRST     CLASS II
 AZ0100
 AZ0100.The horizontal coordinates were scaled from a topographic map and have
 AZ0100.an estimated accuracy of +/- 6 seconds.
 AZ0100
 AZ0100.The orthometric height was determined by differential leveling
 AZ0100.and adjusted by the National Geodetic Survey in June 1991..
 AZ0100
 AZ0100.The geoid height was determined by GEOID03.
 AZ0100
 AZ0100.The dynamic height is computed by dividing the NAVD 88
 AZ0100.geopotential number by the normal gravity value computed on the
 AZ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0100.degrees latitude (g = 980.6199 gals.).
 AZ0100
 AZ0100.The modeled gravity was interpolated from observed gravity values.
 AZ0100
 AZ0100;                    North         East    Units  Estimated Accuracy
 AZ0100;SPC TXSC     - 4,137,350.      463,750.      MT  (+/- 180 meters Scaled)
 AZ0100
 AZ0100                          SUPERSEDED SURVEY CONTROL
 AZ0100
 AZ0100  NGVD 29 (??/??/92)  286.216  (m)          939.03   (f) ADJ UNCH    1 2
 AZ0100
 AZ0100.Superseded values are not recommended for survey control.
 AZ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0100.See file dsdata.txt to determine how the superseded data were derived.
 AZ0100
 AZ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT637160(NAD 83)
 AZ0100_MARKER: DB = BENCH MARK DISK
 AZ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0100_STAMPING: T 1093 1957
 AZ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0100+STABILITY: SURFACE MOTION
 AZ0100
 AZ0100  HISTORY     - Date     Condition        Report By
 AZ0100  HISTORY     - 1957     MONUMENTED       CGS
 AZ0100
 AZ0100                          STATION DESCRIPTION
 AZ0100
 AZ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0100'7.7 MI S FROM SPOFFORD.
 AZ0100'7.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0100'STATION AT SPOFFORD, 40.7 FEET SOUTH OF MILEPOST 7, 24.4 FEET EAST OF
 AZ0100'THE EAST RAIL, 1.4 FEET SOUTH OF A WITNESS POST, 4 FEET BELOW THE TOP
 AZ0100'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AZ0100'FOOT ABOVE THE GROUND, 22 FEET WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0884 ***********************************************************************
 AY0884  DESIGNATION -  T 1094
 AY0884  PID         -  AY0884
 AY0884  STATE/COUNTY-  TX/MEDINA
 AY0884  USGS QUAD   -  LA COSTE (1982)
 AY0884
 AY0884                         *CURRENT SURVEY CONTROL
 AY0884  ___________________________________________________________________
 AY0884* NAD 83(1986)-  29 20 36.     (N)    098 49 55.     (W)     SCALED    
 AY0884* NAVD 88     -       229.441  (meters)     752.76   (feet)  ADJUSTED  
 AY0884  ___________________________________________________________________
 AY0884  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AY0884  DYNAMIC HT  -         229.110 (meters)     751.67  (feet)  COMP
 AY0884  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 AY0884
 AY0884  VERT ORDER  -  FIRST     CLASS II
 AY0884
 AY0884.The horizontal coordinates were scaled from a topographic map and have
 AY0884.an estimated accuracy of +/- 6 seconds.
 AY0884
 AY0884.The orthometric height was determined by differential leveling
 AY0884.and adjusted by the National Geodetic Survey in June 1991..
 AY0884
 AY0884.The geoid height was determined by GEOID03.
 AY0884
 AY0884.The dynamic height is computed by dividing the NAVD 88
 AY0884.geopotential number by the normal gravity value computed on the
 AY0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0884.degrees latitude (g = 980.6199 gals.).
 AY0884
 AY0884.The modeled gravity was interpolated from observed gravity values.
 AY0884
 AY0884;                    North         East    Units  Estimated Accuracy
 AY0884;SPC TXSC     - 4,167,360.      616,320.      MT  (+/- 180 meters Scaled)
 AY0884
 AY0884                          SUPERSEDED SURVEY CONTROL
 AY0884
 AY0884  NGVD 29 (??/??/92)  229.307  (m)          752.32   (f) ADJ UNCH    1 2
 AY0884
 AY0884.Superseded values are not recommended for survey control.
 AY0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0884.See file dsdata.txt to determine how the superseded data were derived.
 AY0884
 AY0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT163460(NAD 83)
 AY0884_MARKER: DB = BENCH MARK DISK
 AY0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0884_STAMPING: T 1094 1957
 AY0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0884+STABILITY: SURFACE MOTION
 AY0884
 AY0884  HISTORY     - Date     Condition        Report By
 AY0884  HISTORY     - 1957     MONUMENTED       CGS
 AY0884  HISTORY     - 19970210 GOOD             USPSQD
 AY0884  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0884
 AY0884                          STATION DESCRIPTION
 AY0884
 AY0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0884'3.1 MI NW FROM LACOSTE.
 AY0884'3.1 MILES NORTHWEST ALONG FARM ROAD 471 FROM THE TEXAS AND NEW ORLEANS
 AY0884'RAILROAD STATION AT LACOSTE, 39 FEET SOUTHWEST OF THE CENTER LINE OF
 AY0884'THE FARM ROAD, 5.2 FEET WEST OF A FENCE CORNER, 2.2 FEET NORTHEAST OF
 AY0884'A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AY0884'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0884
 AY0884                          STATION RECOVERY (1997)
 AY0884
 AY0884'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0884'RECOVERED IN GOOD CONDITION.
 AY0884
 AY0884                          STATION RECOVERY (2002)
 AY0884
 AY0884'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0044 ***********************************************************************
 BB0044  DESIGNATION -  T 1095
 BB0044  PID         -  BB0044
 BB0044  STATE/COUNTY-  TX/PRESIDIO
 BB0044  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0044
 BB0044                         *CURRENT SURVEY CONTROL
 BB0044  ___________________________________________________________________
 BB0044* NAD 83(1986)-  29 32 39.     (N)    104 22 17.     (W)     SCALED    
 BB0044* NAVD 88     -       781.387  (meters)    2563.60   (feet)  ADJUSTED  
 BB0044  ___________________________________________________________________
 BB0044  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BB0044  DYNAMIC HT  -         780.120 (meters)    2559.44  (feet)  COMP
 BB0044  MODELED GRAV-     978,996.8   (mgal)                       NAVD 88
 BB0044
 BB0044  VERT ORDER  -  SECOND    CLASS 0
 BB0044
 BB0044.The horizontal coordinates were scaled from a topographic map and have
 BB0044.an estimated accuracy of +/- 6 seconds.
 BB0044
 BB0044.The orthometric height was determined by differential leveling
 BB0044.and adjusted by the National Geodetic Survey in June 1991..
 BB0044
 BB0044.The geoid height was determined by GEOID03.
 BB0044
 BB0044.The dynamic height is computed by dividing the NAVD 88
 BB0044.geopotential number by the normal gravity value computed on the
 BB0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0044.degrees latitude (g = 980.6199 gals.).
 BB0044
 BB0044.The modeled gravity was interpolated from observed gravity values.
 BB0044
 BB0044;                    North         East    Units  Estimated Accuracy
 BB0044;SPC TXSC     - 4,201,560.       79,630.      MT  (+/- 180 meters Scaled)
 BB0044
 BB0044                          SUPERSEDED SURVEY CONTROL
 BB0044
 BB0044  NGVD 29 (??/??/92)  780.993  (m)         2562.31   (f) ADJ UNCH    2 0
 BB0044
 BB0044.Superseded values are not recommended for survey control.
 BB0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0044.See file dsdata.txt to determine how the superseded data were derived.
 BB0044
 BB0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN609684(NAD 83)
 BB0044_MARKER: DB = BENCH MARK DISK
 BB0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0044_SP_SET: MONUMENT
 BB0044_STAMPING: T 1095 1974
 BB0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0044
 BB0044  HISTORY     - Date     Condition        Report By
 BB0044  HISTORY     - 1974     MONUMENTED       NGS
 BB0044
 BB0044                          STATION DESCRIPTION
 BB0044
 BB0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BB0044'1.0 MI S FROM PRESIDIO.
 BB0044'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0044'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, BEAR LEFT AND CONTINUE SOUTH
 BB0044'ON A DIRT ROAD, CROSSING OVER A RAILROAD TRACK, FOR 0.8 MILE TO A FARM
 BB0044'HOUSE ON THE RIGHT, BEAR RIGHT AND CONTINUE SOUTH ALONG THE WEST SIDE
 BB0044'OF THE FENCE LINE FOR 0.4 MILE TO A DIKE JUST NORTH OF THE RIO GRANDE
 BB0044'RIVER.  IT IS 169 FEET SOUTH OF A 48-INCH DIAMETER TREE, 33 FEET NORTH
 BB0044'OF THE CENTER OF THE DIKE, 13.2 FEET WEST OF THE CENTER OF THE CANAL,
 BB0044'AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT
 BB0044'PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0555 ***********************************************************************
 BP0555  DESIGNATION -  T 1096
 BP0555  PID         -  BP0555
 BP0555  STATE/COUNTY-  TX/JEFF DAVIS
 BP0555  USGS QUAD   -  ALPINE NORTH (1972)
 BP0555
 BP0555                         *CURRENT SURVEY CONTROL
 BP0555  ___________________________________________________________________
 BP0555* NAD 83(1986)-  30 29 19.     (N)    103 44 50.     (W)     SCALED    
 BP0555* NAVD 88     -      1344.204  (meters)    4410.11   (feet)  ADJUSTED  
 BP0555  ___________________________________________________________________
 BP0555  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 BP0555  DYNAMIC HT  -        1342.057 (meters)    4403.07  (feet)  COMP
 BP0555  MODELED GRAV-     978,996.7   (mgal)                       NAVD 88
 BP0555  OBS GRAVITY -     978,996.7   (mgal)                       GRAV_OBS
 BP0555
 BP0555  VERT ORDER  -  FIRST     CLASS I
 BP0555
 BP0555.The horizontal coordinates were scaled from a topographic map and have
 BP0555.an estimated accuracy of +/- 6 seconds.
 BP0555
 BP0555.The orthometric height was determined by differential leveling
 BP0555.and adjusted by the National Geodetic Survey in June 1991..
 BP0555
 BP0555.The geoid height was determined by GEOID03.
 BP0555
 BP0555.The dynamic height is computed by dividing the NAVD 88
 BP0555.geopotential number by the normal gravity value computed on the
 BP0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0555.degrees latitude (g = 980.6199 gals.).
 BP0555
 BP0555.The modeled gravity was interpolated from observed gravity values.
 BP0555.The observed gravity was obtained from relative gravimeter ties
 BP0555.to the IGSN71 gravity network.
 BP0555
 BP0555;                    North         East    Units  Estimated Accuracy
 BP0555;SPC TX C     - 3,096,150.      372,310.      MT  (+/- 180 meters Scaled)
 BP0555
 BP0555                          SUPERSEDED SURVEY CONTROL
 BP0555
 BP0555  NGVD 29 (??/??/92) 1343.747  (m)         4408.61   (f) ADJ UNCH    1 1
 BP0555
 BP0555.Superseded values are not recommended for survey control.
 BP0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0555.See file dsdata.txt to determine how the superseded data were derived.
 BP0555
 BP0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP202735(NAD 83)
 BP0555_MARKER: DB = BENCH MARK DISK
 BP0555_SETTING: 66 = SET IN ROCK OUTCROP
 BP0555_SP_SET: ROCK OUTCROP
 BP0555_STAMPING: T 1096 1977
 BP0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0555+STABILITY: POSITION/ELEVATION WELL
 BP0555
 BP0555  HISTORY     - Date     Condition        Report By
 BP0555  HISTORY     - 1977     MONUMENTED       NGS
 BP0555  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0555
 BP0555                          STATION DESCRIPTION
 BP0555
 BP0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0555'13.3 MI SE FROM FORT DAVIS.
 BP0555'ABOUT 13.3 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0555'COURTHOUSE AT FORT DAVIS, 0.65 MILES NORTHWEST OF THE JUNCTION OF
 BP0555'HIGHWAY 1837, ON TOP OF BEDROCK, 63 FT. SOUTHWEST OF THE CENTER
 BP0555'LINE OF THE HIGHWAY, 12.9 FT. SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 BP0555'176.5 FT. SOUTHEAST OF A TELEPHONE POLE.
 BP0555
 BP0555                          STATION RECOVERY (1996)
 BP0555
 BP0555'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0579 ***********************************************************************
 BP0579  DESIGNATION -  T 1097
 BP0579  PID         -  BP0579
 BP0579  STATE/COUNTY-  TX/JEFF DAVIS
 BP0579  USGS QUAD   -  FORT DAVIS (1972)
 BP0579
 BP0579                         *CURRENT SURVEY CONTROL
 BP0579  ___________________________________________________________________
 BP0579* NAD 83(1986)-  30 36 26.     (N)    103 58 17.     (W)     SCALED    
 BP0579* NAVD 88     -      1570.294  (meters)    5151.87   (feet)  ADJUSTED  
 BP0579  ___________________________________________________________________
 BP0579  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0579  DYNAMIC HT  -        1567.692 (meters)    5143.34  (feet)  COMP
 BP0579  MODELED GRAV-     978,928.5   (mgal)                       NAVD 88
 BP0579  OBS GRAVITY -     978,928.9   (mgal)                       GRAV_OBS
 BP0579
 BP0579  VERT ORDER  -  FIRST     CLASS I
 BP0579
 BP0579.The horizontal coordinates were scaled from a topographic map and have
 BP0579.an estimated accuracy of +/- 6 seconds.
 BP0579
 BP0579.The orthometric height was determined by differential leveling
 BP0579.and adjusted by the National Geodetic Survey in June 1991..
 BP0579
 BP0579.The geoid height was determined by GEOID03.
 BP0579
 BP0579.The dynamic height is computed by dividing the NAVD 88
 BP0579.geopotential number by the normal gravity value computed on the
 BP0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0579.degrees latitude (g = 980.6199 gals.).
 BP0579
 BP0579.The modeled gravity was interpolated from observed gravity values.
 BP0579.The observed gravity was obtained from relative gravimeter ties
 BP0579.to the IGSN71 gravity network.
 BP0579
 BP0579;                    North         East    Units  Estimated Accuracy
 BP0579;SPC TX C     - 3,109,970.      351,230.      MT  (+/- 180 meters Scaled)
 BP0579
 BP0579                          SUPERSEDED SURVEY CONTROL
 BP0579
 BP0579  NGVD 29 (??/??/92) 1569.708  (m)         5149.95   (f) ADJ UNCH    1 1
 BP0579
 BP0579.Superseded values are not recommended for survey control.
 BP0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0579.See file dsdata.txt to determine how the superseded data were derived.
 BP0579
 BP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP986865(NAD 83)
 BP0579_MARKER: DB = BENCH MARK DISK
 BP0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0579_SP_SET: CULVERT
 BP0579_STAMPING: T 1097 1977
 BP0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0579
 BP0579  HISTORY     - Date     Condition        Report By
 BP0579  HISTORY     - 1977     MONUMENTED       NGS
 BP0579  HISTORY     - 1988     GOOD             USPSQD
 BP0579  HISTORY     - 1989     GOOD             USPSQD
 BP0579  HISTORY     - 19961007 GOOD             USPSQD
 BP0579  HISTORY     - 20030322 GOOD             USPSQD
 BP0579
 BP0579                          STATION DESCRIPTION
 BP0579
 BP0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0579'7.05 MI NW FROM FORT DAVIS.
 BP0579'ABOUT 7.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0579'COURTHOUSE AT FORT DAVIS, SET ON THE NORTHEAST OF THE NORTHWEST
 BP0579'CULVERT HEADWALL OVER A DRY CREEK BED, 48.2 FT. SOUTHEAST OF THE
 BP0579'RIGHT-OF-WAY FENCE, 32.7 FT. NORTHWEST OF THE CENTER LINE OF THE
 BP0579'HIGHWAY.
 BP0579
 BP0579                          STATION RECOVERY (1988)
 BP0579
 BP0579'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0579'RECOVERED IN GOOD CONDITION.
 BP0579
 BP0579                          STATION RECOVERY (1989)
 BP0579
 BP0579'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0579'RECOVERED IN GOOD CONDITION.
 BP0579
 BP0579                          STATION RECOVERY (1996)
 BP0579
 BP0579'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0579'RECOVERED IN GOOD CONDITION.
 BP0579
 BP0579                          STATION RECOVERY (2003)
 BP0579
 BP0579'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0289 ***********************************************************************
 BQ0289  DESIGNATION -  T 1098
 BQ0289  PID         -  BQ0289
 BQ0289  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0289  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0289
 BQ0289                         *CURRENT SURVEY CONTROL
 BQ0289  ___________________________________________________________________
 BQ0289* NAD 83(1986)-  30 40 18.     (N)    104 01 26.     (W)     SCALED    
 BQ0289* NAVD 88     -      2051.562  (meters)    6730.83   (feet)  ADJUSTED  
 BQ0289  ___________________________________________________________________
 BQ0289  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0289  DYNAMIC HT  -        2047.986 (meters)    6719.10  (feet)  COMP
 BQ0289  MODELED GRAV-     978,823.4   (mgal)                       NAVD 88
 BQ0289  OBS GRAVITY -     978,823.4   (mgal)                       GRAV_OBS
 BQ0289
 BQ0289  VERT ORDER  -  FIRST     CLASS I
 BQ0289
 BQ0289.The horizontal coordinates were scaled from a topographic map and have
 BQ0289.an estimated accuracy of +/- 6 seconds.
 BQ0289
 BQ0289.The orthometric height was determined by differential leveling
 BQ0289.and adjusted by the National Geodetic Survey in June 1991..
 BQ0289
 BQ0289.The geoid height was determined by GEOID03.
 BQ0289
 BQ0289.The dynamic height is computed by dividing the NAVD 88
 BQ0289.geopotential number by the normal gravity value computed on the
 BQ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0289.degrees latitude (g = 980.6199 gals.).
 BQ0289
 BQ0289.The modeled gravity was interpolated from observed gravity values.
 BQ0289.The observed gravity was obtained from relative gravimeter ties
 BQ0289.to the IGSN71 gravity network.
 BQ0289
 BQ0289;                    North         East    Units  Estimated Accuracy
 BQ0289;SPC TX C     - 3,117,280.      346,440.      MT  (+/- 180 meters Scaled)
 BQ0289
 BQ0289                          SUPERSEDED SURVEY CONTROL
 BQ0289
 BQ0289  NGVD 29 (??/??/92) 2050.829  (m)         6728.43   (f) ADJ UNCH    1 1
 BQ0289
 BQ0289.Superseded values are not recommended for survey control.
 BQ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0289.See file dsdata.txt to determine how the superseded data were derived.
 BQ0289
 BQ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP935936(NAD 83)
 BQ0289_MARKER: DB = BENCH MARK DISK
 BQ0289_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0289_SP_SET: ROCK OUTCROP
 BQ0289_STAMPING: T 1098 1977
 BQ0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0289+STABILITY: POSITION/ELEVATION WELL
 BQ0289
 BQ0289  HISTORY     - Date     Condition        Report By
 BQ0289  HISTORY     - 1977     MONUMENTED       NGS
 BQ0289  HISTORY     - 1980     GOOD             NGS
 BQ0289  HISTORY     - 1988     GOOD             USPSQD
 BQ0289  HISTORY     - 1989     GOOD             USPSQD
 BQ0289  HISTORY     - 19961007 GOOD             USPSQD
 BQ0289  HISTORY     - 20030322 GOOD             USPSQD
 BQ0289
 BQ0289                          STATION DESCRIPTION
 BQ0289
 BQ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0289'16.85 MI NW FROM FORT DAVIS.
 BQ0289'ABOUT 15.05 MILES NORTHWAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0289'COURTHOUSE AT FORT DAVIS, THENCE 1.80 MILES SOUTHEAST ALONG SPUR
 BQ0289'78 FROM ITS JUNCTION WITH 118, 0.10 MILES BELOW THE 82 INCH
 BQ0289'TELESCOPE AT MCDONALDS OBSERVATORY, 72 FT. WEST OF THE ROAD LEADING
 BQ0289'TO THE TELESCOPE, 18 FT. EAST OF THE ROAD FORKING TO THE RIGHT
 BQ0289'77 FT. SOUTHWEST OF THE INTERSECTION OF THE 3 ROADS, 56 FT. SOUTHEAST
 BQ0289'OF THE SOUTHWEST CORNER OF A METAL 2-CAR GARAGE
 BQ0289
 BQ0289                          STATION RECOVERY (1980)
 BQ0289
 BQ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0289'RECOVERED IN GOOD CONDITION.
 BQ0289
 BQ0289                          STATION RECOVERY (1988)
 BQ0289
 BQ0289'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0289'RECOVERED IN GOOD CONDITION.
 BQ0289
 BQ0289                          STATION RECOVERY (1989)
 BQ0289
 BQ0289'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0289'RECOVERED IN GOOD CONDITION.
 BQ0289
 BQ0289                          STATION RECOVERY (1996)
 BQ0289
 BQ0289'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0289'RECOVERED IN GOOD CONDITION.
 BQ0289
 BQ0289                          STATION RECOVERY (2003)
 BQ0289
 BQ0289'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0142 ***********************************************************************
 AZ0142  DESIGNATION -  T 1099
 AZ0142  PID         -  AZ0142
 AZ0142  STATE/COUNTY-  TX/VAL VERDE
 AZ0142  USGS QUAD   -  MUD CREEK NORTH (1978)
 AZ0142
 AZ0142                         *CURRENT SURVEY CONTROL
 AZ0142  ___________________________________________________________________
 AZ0142* NAD 83(1986)-  29 23 19.     (N)    100 44 22.     (W)     SCALED    
 AZ0142* NAVD 88     -       327.558  (meters)    1074.66   (feet)  ADJUSTED  
 AZ0142  ___________________________________________________________________
 AZ0142  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0142  DYNAMIC HT  -         327.077 (meters)    1073.09  (feet)  COMP
 AZ0142  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 AZ0142
 AZ0142  VERT ORDER  -  FIRST     CLASS II
 AZ0142
 AZ0142.The horizontal coordinates were scaled from a topographic map and have
 AZ0142.an estimated accuracy of +/- 6 seconds.
 AZ0142
 AZ0142.The orthometric height was determined by differential leveling
 AZ0142.and adjusted by the National Geodetic Survey in June 1991..
 AZ0142
 AZ0142.The geoid height was determined by GEOID03.
 AZ0142
 AZ0142.The dynamic height is computed by dividing the NAVD 88
 AZ0142.geopotential number by the normal gravity value computed on the
 AZ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0142.degrees latitude (g = 980.6199 gals.).
 AZ0142
 AZ0142.The modeled gravity was interpolated from observed gravity values.
 AZ0142
 AZ0142;                    North         East    Units  Estimated Accuracy
 AZ0142;SPC TXSC     - 4,173,620.      431,180.      MT  (+/- 180 meters Scaled)
 AZ0142
 AZ0142                          SUPERSEDED SURVEY CONTROL
 AZ0142
 AZ0142  NGVD 29 (??/??/92)  327.492  (m)         1074.45   (f) ADJ UNCH    1 2
 AZ0142
 AZ0142.Superseded values are not recommended for survey control.
 AZ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0142.See file dsdata.txt to determine how the superseded data were derived.
 AZ0142
 AZ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT312522(NAD 83)
 AZ0142_MARKER: DB = BENCH MARK DISK
 AZ0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0142_SP_SET: CULVERT
 AZ0142_STAMPING: T 1099 1957
 AZ0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0142
 AZ0142  HISTORY     - Date     Condition        Report By
 AZ0142  HISTORY     - 1957     MONUMENTED       CGS
 AZ0142  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0142
 AZ0142                          STATION DESCRIPTION
 AZ0142
 AZ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0142'10.5 MI E FROM DEL RIO.
 AZ0142'ABOUT 10.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0142'THE STATION AT DEL RIO, 4 POLES WEST OF MILE POST 368, 90 FEET NORTH
 AZ0142'OF THE NORTH RAIL, IN THE CENTER OF THE TOP OF THE SOUTH HEAD WALL OF
 AZ0142'A 4-CHANNEL CONCRETE CULVERT UNDER U.S. HIGHWAY 90, 18 FEET SOUTH OF
 AZ0142'THE CENTER LINE OF THE HIGHWAY AND ABOUT A FOOT HIGHER THAN THE
 AZ0142'HIGHWAY.
 AZ0142
 AZ0142                          STATION RECOVERY (1998)
 AZ0142
 AZ0142'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0258 ***********************************************************************
 CT0258  DESIGNATION -  T 11
 CT0258  PID         -  CT0258
 CT0258  STATE/COUNTY-  TX/STEPHENS
 CT0258  USGS QUAD   -  STRAWN WEST (1967)
 CT0258
 CT0258                         *CURRENT SURVEY CONTROL
 CT0258  ___________________________________________________________________
 CT0258* NAD 83(1986)-  32 32 28.     (N)    098 36 30.     (W)     SCALED    
 CT0258* NAVD 88     -       354.425  (meters)    1162.81   (feet)  ADJUSTED  
 CT0258  ___________________________________________________________________
 CT0258  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0258  DYNAMIC HT  -         353.978 (meters)    1161.34  (feet)  COMP
 CT0258  MODELED GRAV-     979,367.7   (mgal)                       NAVD 88
 CT0258
 CT0258  VERT ORDER  -  FIRST     CLASS II
 CT0258
 CT0258.The horizontal coordinates were scaled from a topographic map and have
 CT0258.an estimated accuracy of +/- 6 seconds.
 CT0258
 CT0258.The orthometric height was determined by differential leveling
 CT0258.and adjusted by the National Geodetic Survey in June 1991..
 CT0258
 CT0258.The geoid height was determined by GEOID03.
 CT0258
 CT0258.The dynamic height is computed by dividing the NAVD 88
 CT0258.geopotential number by the normal gravity value computed on the
 CT0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0258.degrees latitude (g = 980.6199 gals.).
 CT0258
 CT0258.The modeled gravity was interpolated from observed gravity values.
 CT0258
 CT0258;                    North         East    Units  Estimated Accuracy
 CT0258;SPC TXNC     - 2,096,970.      589,830.      MT  (+/- 180 meters Scaled)
 CT0258
 CT0258                          SUPERSEDED SURVEY CONTROL
 CT0258
 CT0258  NGVD 29 (??/??/92)  354.306  (m)         1162.42   (f) ADJ UNCH    1 2
 CT0258
 CT0258.Superseded values are not recommended for survey control.
 CT0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0258.See file dsdata.txt to determine how the superseded data were derived.
 CT0258
 CT0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB367004(NAD 83)
 CT0258_MARKER: P = PIPE CAP
 CT0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0258_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0258_STAMPING: T 11 ELEV 1162.370 FT
 CT0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0258
 CT0258  HISTORY     - Date     Condition        Report By
 CT0258  HISTORY     - UNK      MONUMENTED       CGS
 CT0258  HISTORY     - 1956     GOOD             NGS
 CT0258
 CT0258                          STATION DESCRIPTION
 CT0258
 CT0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0258'7.3 MI W FROM STRAWN.
 CT0258'7.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0258'AT STRAWN, 37.5 FEET NORTH OF THE NORTH RAIL, 51.5 FEET NORTHEAST OF A
 CT0258'SIGNAL BOX, 14 POLES EAST OF MILEPOST 334, 1.2 FEET WEST OF A WITNESS
 CT0258'POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH IS FLUSH WITH
 CT0258'THE GROUND, 0.8 MILE EAST OF BENCH MARK L 1051.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0209 ***********************************************************************
 CB0209  DESIGNATION -  T 110
 CB0209  PID         -  CB0209
 CB0209  STATE/COUNTY-  TX/TOM GREEN
 CB0209  USGS QUAD   -  WATER VALLEY (1984)
 CB0209
 CB0209                         *CURRENT SURVEY CONTROL
 CB0209  ___________________________________________________________________
 CB0209* NAD 83(1986)-  31 38 49.     (N)    100 41 32.     (W)     SCALED    
 CB0209* NAVD 88     -       632.803  (meters)    2076.12   (feet)  ADJUSTED  
 CB0209  ___________________________________________________________________
 CB0209  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CB0209  DYNAMIC HT  -         631.943 (meters)    2073.30  (feet)  COMP
 CB0209  MODELED GRAV-     979,261.0   (mgal)                       NAVD 88
 CB0209
 CB0209  VERT ORDER  -  FIRST     CLASS II
 CB0209
 CB0209.The horizontal coordinates were scaled from a topographic map and have
 CB0209.an estimated accuracy of +/- 6 seconds.
 CB0209
 CB0209.The orthometric height was determined by differential leveling
 CB0209.and adjusted by the National Geodetic Survey in June 1991..
 CB0209
 CB0209.The geoid height was determined by GEOID03.
 CB0209
 CB0209.The dynamic height is computed by dividing the NAVD 88
 CB0209.geopotential number by the normal gravity value computed on the
 CB0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0209.degrees latitude (g = 980.6199 gals.).
 CB0209
 CB0209.The modeled gravity was interpolated from observed gravity values.
 CB0209
 CB0209;                    North         East    Units  Estimated Accuracy
 CB0209;SPC TX C     - 3,219,590.      665,960.      MT  (+/- 180 meters Scaled)
 CB0209
 CB0209                          SUPERSEDED SURVEY CONTROL
 CB0209
 CB0209  NGVD 29 (??/??/92)  632.620  (m)         2075.52   (f) ADJ UNCH    1 2
 CB0209
 CB0209.Superseded values are not recommended for survey control.
 CB0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0209.See file dsdata.txt to determine how the superseded data were derived.
 CB0209
 CB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA395025(NAD 83)
 CB0209_MARKER: DB = BENCH MARK DISK
 CB0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0209_SP_SET: MONUMENT
 CB0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0209
 CB0209  HISTORY     - Date     Condition        Report By
 CB0209  HISTORY     - UNK      MONUMENTED       CGS
 CB0209  HISTORY     - 1933     GOOD             NGS
 CB0209  HISTORY     - 1935     GOOD             NGS
 CB0209
 CB0209                          STATION DESCRIPTION
 CB0209
 CB0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0209'2.4 MI SE FROM WATER VALLEY.
 CB0209'NORTH OF CONCRETE BRIDGE ON HIGHWAY 385, 0.3 MILES NORTHWEST OF
 CB0209'CROSSING OF RAILROAD AND HIGHWAY.  NORTHWEST OF MILEPOST 92, 46 FEET
 CB0209'SOUTHWEST OF CENTER OF TRACK.
 CB0209
 CB0209                          STATION RECOVERY (1935)
 CB0209
 CB0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0501 ***********************************************************************
 CC0501  DESIGNATION -  T 1100
 CC0501  PID         -  CC0501
 CC0501  STATE/COUNTY-  TX/REEVES
 CC0501  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0501
 CC0501                         *CURRENT SURVEY CONTROL
 CC0501  ___________________________________________________________________
 CC0501* NAD 83(1986)-  31 41 02.     (N)    103 40 03.     (W)     SCALED    
 CC0501* NAVD 88     -       814.978  (meters)    2673.81   (feet)  ADJUSTED  
 CC0501  ___________________________________________________________________
 CC0501  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CC0501  DYNAMIC HT  -         813.779 (meters)    2669.87  (feet)  COMP
 CC0501  MODELED GRAV-     979,142.7   (mgal)                       NAVD 88
 CC0501
 CC0501  VERT ORDER  -  FIRST     CLASS II
 CC0501
 CC0501.The horizontal coordinates were scaled from a topographic map and have
 CC0501.an estimated accuracy of +/- 6 seconds.
 CC0501
 CC0501.The orthometric height was determined by differential leveling
 CC0501.and adjusted by the National Geodetic Survey in June 1991..
 CC0501
 CC0501.The geoid height was determined by GEOID03.
 CC0501
 CC0501.The dynamic height is computed by dividing the NAVD 88
 CC0501.geopotential number by the normal gravity value computed on the
 CC0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0501.degrees latitude (g = 980.6199 gals.).
 CC0501
 CC0501.The modeled gravity was interpolated from observed gravity values.
 CC0501
 CC0501;                    North         East    Units  Estimated Accuracy
 CC0501;SPC TX C     - 3,228,360.      383,930.      MT  (+/- 180 meters Scaled)
 CC0501
 CC0501                          SUPERSEDED SURVEY CONTROL
 CC0501
 CC0501  NGVD 29 (??/??/92)  814.566  (m)         2672.46   (f) ADJ UNCH    1 2
 CC0501
 CC0501.Superseded values are not recommended for survey control.
 CC0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0501.See file dsdata.txt to determine how the superseded data were derived.
 CC0501
 CC0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR262061(NAD 83)
 CC0501_MARKER: DB = BENCH MARK DISK
 CC0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0501_STAMPING: T 1100 1957
 CC0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0501+STABILITY: SURFACE MOTION
 CC0501
 CC0501  HISTORY     - Date     Condition        Report By
 CC0501  HISTORY     - 1957     MONUMENTED       CGS
 CC0501
 CC0501                          STATION DESCRIPTION
 CC0501
 CC0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0501'2.2 MI NW FROM ARNO.
 CC0501'ABOUT 2.2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0501'FROM THE SECTION FOREMANS HOUSE AT ARNO, 78 1/2 FEET NORTHEAST AND
 CC0501'ACROSS THE TRACK FROM MILEPOST 249, 43 FEET NORTHEAST OF THE NORTHEAST
 CC0501'RAIL, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2
 CC0501'FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST
 CC0501'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0464 ***********************************************************************
 CC0464  DESIGNATION -  T 1101
 CC0464  PID         -  CC0464
 CC0464  STATE/COUNTY-  TX/REEVES
 CC0464  USGS QUAD   -  RED BLUFF (1968)
 CC0464
 CC0464                         *CURRENT SURVEY CONTROL
 CC0464  ___________________________________________________________________
 CC0464* NAD 83(1986)-  31 55 16.     (N)    103 58 35.     (W)     SCALED    
 CC0464* NAVD 88     -       881.579  (meters)    2892.31   (feet)  ADJUSTED  
 CC0464  ___________________________________________________________________
 CC0464  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CC0464  DYNAMIC HT  -         880.280 (meters)    2888.05  (feet)  COMP
 CC0464  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 CC0464
 CC0464  VERT ORDER  -  FIRST     CLASS II
 CC0464
 CC0464.The horizontal coordinates were scaled from a topographic map and have
 CC0464.an estimated accuracy of +/- 6 seconds.
 CC0464
 CC0464.The orthometric height was determined by differential leveling
 CC0464.and adjusted by the National Geodetic Survey in June 1991..
 CC0464
 CC0464.The geoid height was determined by GEOID03.
 CC0464
 CC0464.The dynamic height is computed by dividing the NAVD 88
 CC0464.geopotential number by the normal gravity value computed on the
 CC0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0464.degrees latitude (g = 980.6199 gals.).
 CC0464
 CC0464.The modeled gravity was interpolated from observed gravity values.
 CC0464
 CC0464;                    North         East    Units  Estimated Accuracy
 CC0464;SPC TX C     - 3,255,570.      355,520.      MT  (+/- 180 meters Scaled)
 CC0464
 CC0464                          SUPERSEDED SURVEY CONTROL
 CC0464
 CC0464  NGVD 29 (??/??/92)  881.126  (m)         2890.83   (f) ADJ UNCH    1 2
 CC0464
 CC0464.Superseded values are not recommended for survey control.
 CC0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0464.See file dsdata.txt to determine how the superseded data were derived.
 CC0464
 CC0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER967321(NAD 83)
 CC0464_MARKER: DB = BENCH MARK DISK
 CC0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0464_STAMPING: T 1101 1957
 CC0464_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0464+STABILITY: SURFACE MOTION
 CC0464
 CC0464  HISTORY     - Date     Condition        Report By
 CC0464  HISTORY     - 1957     MONUMENTED       CGS
 CC0464  HISTORY     - 1981     GOOD             NGS
 CC0464
 CC0464                          STATION DESCRIPTION
 CC0464
 CC0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0464'7.8 MI NW FROM ORLA.
 CC0464'ABOUT 7.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0464'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 25 1/2 FEET SOUTHWEST
 CC0464'OF MILEPOST 223, 55 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 92 FEET
 CC0464'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 285, 3 FEET SOUTHEAST OF
 CC0464'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CC0464'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 11 INCHES.
 CC0464
 CC0464                          STATION RECOVERY (1981)
 CC0464
 CC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0464'12.4 KM (7.7 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0464'WITH FARM ROAD 652 IN ORLA, 28.0 METERS (92.0 FT) NORTHEAST OF THE
 CC0464'CENTERLINE OF THE HIGHWAY, 23.8 METERS (78.0 FT) WEST OF RAILROAD
 CC0464'MILE POST 223, 16.8 METERS (55.0 FT) SOUTHWEST OF THE NEAR RAIL OF
 CC0464'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 0.9 METER (3.0 FT)
 CC0464'SOUTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0464'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CC0464'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0358 ***********************************************************************
 BP0358  DESIGNATION -  T 1103
 BP0358  PID         -  BP0358
 BP0358  STATE/COUNTY-  TX/BREWSTER
 BP0358  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0358
 BP0358                         *CURRENT SURVEY CONTROL
 BP0358  ___________________________________________________________________
 BP0358* NAD 83(1986)-  30 21 08.     (N)    103 41 23.     (W)     SCALED    
 BP0358* NAVD 88     -      1393.546  (meters)    4571.99   (feet)  ADJUSTED  
 BP0358  ___________________________________________________________________
 BP0358  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 BP0358  DYNAMIC HT  -        1391.280 (meters)    4564.56  (feet)  COMP
 BP0358  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 BP0358
 BP0358  VERT ORDER  -  FIRST     CLASS I
 BP0358
 BP0358.The horizontal coordinates were scaled from a topographic map and have
 BP0358.an estimated accuracy of +/- 6 seconds.
 BP0358
 BP0358.The orthometric height was determined by differential leveling
 BP0358.and adjusted by the National Geodetic Survey in June 1991..
 BP0358
 BP0358.The geoid height was determined by GEOID03.
 BP0358
 BP0358.The dynamic height is computed by dividing the NAVD 88
 BP0358.geopotential number by the normal gravity value computed on the
 BP0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0358.degrees latitude (g = 980.6199 gals.).
 BP0358
 BP0358.The modeled gravity was interpolated from observed gravity values.
 BP0358
 BP0358;                    North         East    Units  Estimated Accuracy
 BP0358;SPC TXSC     - 4,288,210.      149,220.      MT  (+/- 180 meters Scaled)
 BP0358
 BP0358                          SUPERSEDED SURVEY CONTROL
 BP0358
 BP0358  NGVD 29 (??/??/92) 1393.085  (m)         4570.48   (f) ADJ UNCH    1 1
 BP0358
 BP0358.Superseded values are not recommended for survey control.
 BP0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0358.See file dsdata.txt to determine how the superseded data were derived.
 BP0358
 BP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP259585(NAD 83)
 BP0358_MARKER: DB = BENCH MARK DISK
 BP0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0358_SP_SET: CULVERT
 BP0358_STAMPING: T 1103 1957
 BP0358_MARK LOGO: CGS   
 BP0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0358
 BP0358  HISTORY     - Date     Condition        Report By
 BP0358  HISTORY     - 1957     MONUMENTED       CGS
 BP0358  HISTORY     - 1977     GOOD             NGS
 BP0358  HISTORY     - 1981     GOOD             NGS
 BP0358
 BP0358                          STATION DESCRIPTION
 BP0358
 BP0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0358'1.8 MI SW FROM ALPINE.
 BP0358'ABOUT 1.8 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0358'FROM THE STATION AT ALPINE, 53 FEET EAST OF THE 1ST POLE SOUTHEAST OF
 BP0358'MILEPOST 609, IN THE TOP OF THE NORTHWEST CONCRETE WING WALL OF THE U.
 BP0358'S. HIGHWAY 90 UNDERPASS NUMBER 608.94, 6 FEET SOUTHWEST OF THE
 BP0358'SOUTHWEST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BP0358
 BP0358                          STATION RECOVERY (1977)
 BP0358
 BP0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0358'RECOVERED IN GOOD CONDITION.
 BP0358
 BP0358                          STATION RECOVERY (1981)
 BP0358
 BP0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0358'RECOVERED IN GOOD CONDITION.  NOTE=THE RAILROAD IS NOW THE
 BP0358'SOUTHERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0091 ***********************************************************************
 BQ0091  DESIGNATION -  T 1104
 BQ0091  PID         -  BQ0091
 BQ0091  STATE/COUNTY-  TX/PRESIDIO
 BQ0091  USGS QUAD   -  RYAN (1983)
 BQ0091
 BQ0091                         *CURRENT SURVEY CONTROL
 BQ0091  ___________________________________________________________________
 BQ0091* NAD 83(1986)-  30 24 05.     (N)    104 15 44.     (W)     SCALED    
 BQ0091* NAVD 88     -      1483.649  (meters)    4867.61   (feet)  ADJUSTED  
 BQ0091  ___________________________________________________________________
 BQ0091  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 BQ0091  DYNAMIC HT  -        1481.162 (meters)    4859.45  (feet)  COMP
 BQ0091  MODELED GRAV-     978,913.4   (mgal)                       NAVD 88
 BQ0091
 BQ0091  VERT ORDER  -  FIRST     CLASS II
 BQ0091
 BQ0091.The horizontal coordinates were scaled from a topographic map and have
 BQ0091.an estimated accuracy of +/- 6 seconds.
 BQ0091
 BQ0091.The orthometric height was determined by differential leveling
 BQ0091.and adjusted by the National Geodetic Survey in June 1991..
 BQ0091
 BQ0091.The geoid height was determined by GEOID03.
 BQ0091
 BQ0091.The dynamic height is computed by dividing the NAVD 88
 BQ0091.geopotential number by the normal gravity value computed on the
 BQ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0091.degrees latitude (g = 980.6199 gals.).
 BQ0091
 BQ0091.The modeled gravity was interpolated from observed gravity values.
 BQ0091
 BQ0091;                    North         East    Units  Estimated Accuracy
 BQ0091;SPC TXSC     - 4,296,000.       94,480.      MT  (+/- 180 meters Scaled)
 BQ0091
 BQ0091                          SUPERSEDED SURVEY CONTROL
 BQ0091
 BQ0091  NGVD 29 (??/??/92) 1483.021  (m)         4865.54   (f) ADJ UNCH    1 2
 BQ0091
 BQ0091.Superseded values are not recommended for survey control.
 BQ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0091.See file dsdata.txt to determine how the superseded data were derived.
 BQ0091
 BQ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP708634(NAD 83)
 BQ0091_MARKER: DB = BENCH MARK DISK
 BQ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0091_STAMPING: T 1104 1957
 BQ0091_MARK LOGO: CGS   
 BQ0091_PROJECTION: PROJECTING 15 CENTIMETERS
 BQ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0091+STABILITY: SURFACE MOTION
 BQ0091
 BQ0091  HISTORY     - Date     Condition        Report By
 BQ0091  HISTORY     - 1957     MONUMENTED       CGS
 BQ0091  HISTORY     - 1981     GOOD             NGS
 BQ0091  HISTORY     - 1990     GOOD             USPSQD
 BQ0091  HISTORY     - 19961009 GOOD             USPSQD
 BQ0091
 BQ0091                          STATION DESCRIPTION
 BQ0091
 BQ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0091'16.3 MI NW FROM MARFA.
 BQ0091'ABOUT 16.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0091'FROM THE STATION AT MARFA, 66 FEET NORTHWEST OF MILEPOST 649, 42 1/2
 BQ0091'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 115 FEET NORTHEAST OF THE CENTER
 BQ0091'LINE OF U.S. HIGHWAY 90, IN LINE WITH A ROW OF TELEPHONE POLES, 2 1/2
 BQ0091'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW
 BQ0091'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BQ0091'INCHES.
 BQ0091
 BQ0091                          STATION RECOVERY (1981)
 BQ0091
 BQ0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0091'26.2 KM (16.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0091'JUNCTION WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 35.1
 BQ0091'METERS (115.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.2
 BQ0091'METERS (86.0 FT) NORTHWEST OF RAILROAD MILE POST 649, AND 13.0 METERS
 BQ0091'(42.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 BQ0091'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0091'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0091
 BQ0091                          STATION RECOVERY (1990)
 BQ0091
 BQ0091'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0091'RECOVERED IN GOOD CONDITION.
 BQ0091
 BQ0091                          STATION RECOVERY (1996)
 BQ0091
 BQ0091'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0139 ***********************************************************************
 BP0139  DESIGNATION -  T 1105
 BP0139  PID         -  BP0139
 BP0139  STATE/COUNTY-  TX/PECOS
 BP0139  USGS QUAD   -  LONGFELLOW (1968)
 BP0139
 BP0139                         *CURRENT SURVEY CONTROL
 BP0139  ___________________________________________________________________
 BP0139* NAD 83(1986)-  30 09 37.     (N)    102 38 03.     (W)     SCALED    
 BP0139* NAVD 88     -      1024.768  (meters)    3362.09   (feet)  ADJUSTED  
 BP0139  ___________________________________________________________________
 BP0139  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BP0139  DYNAMIC HT  -        1023.147 (meters)    3356.77  (feet)  COMP
 BP0139  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 BP0139  OBS GRAVITY -     979,027.9   (mgal)                       GRAV_OBS
 BP0139
 BP0139  VERT ORDER  -  FIRST     CLASS II
 BP0139
 BP0139.The horizontal coordinates were scaled from a topographic map and have
 BP0139.an estimated accuracy of +/- 6 seconds.
 BP0139
 BP0139.The orthometric height was determined by differential leveling
 BP0139.and adjusted by the National Geodetic Survey in June 1991..
 BP0139
 BP0139.The geoid height was determined by GEOID03.
 BP0139
 BP0139.The dynamic height is computed by dividing the NAVD 88
 BP0139.geopotential number by the normal gravity value computed on the
 BP0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0139.degrees latitude (g = 980.6199 gals.).
 BP0139
 BP0139.The modeled gravity was interpolated from observed gravity values.
 BP0139.The observed gravity was obtained from relative gravimeter ties
 BP0139.to the IGSN71 gravity network.
 BP0139
 BP0139;                    North         East    Units  Estimated Accuracy
 BP0139;SPC TX C     - 3,057,010.      478,380.      MT  (+/- 180 meters Scaled)
 BP0139
 BP0139                          SUPERSEDED SURVEY CONTROL
 BP0139
 BP0139  NGVD 29 (??/??/92) 1024.453  (m)         3361.06   (f) ADJ UNCH    1 2
 BP0139
 BP0139.Superseded values are not recommended for survey control.
 BP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0139.See file dsdata.txt to determine how the superseded data were derived.
 BP0139
 BP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP278389(NAD 83)
 BP0139_MARKER: DB = BENCH MARK DISK
 BP0139_SETTING: 66 = SET IN ROCK OUTCROP
 BP0139_SP_SET: ROCK OUTCROP
 BP0139_STAMPING: T 1105 1957
 BP0139_MARK LOGO: CGS   
 BP0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0139+STABILITY: POSITION/ELEVATION WELL
 BP0139
 BP0139  HISTORY     - Date     Condition        Report By
 BP0139  HISTORY     - 1957     MONUMENTED       CGS
 BP0139  HISTORY     - 1981     GOOD             NGS
 BP0139
 BP0139                          STATION DESCRIPTION
 BP0139
 BP0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0139'0.2 MI E FROM LONGFELLOW.
 BP0139'ABOUT 0.2 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0139'SECTION FOREMANS HOUSE AT LONGFELLOW, 1 1/2 POLES EAST OF MILEPOST
 BP0139'532, IN THE TOP OF A LARGE FLAT ROCK OUTCROP WHICH PROJECTS 1 1/2 FEET
 BP0139'ON THE NORTH SIDE, 9 FEET SOUTH OF THE SOUTH RAIL, AT THE FOOT OF A
 BP0139'ROCKY BLUFF, 4 1/2 FEET EAST OF THE EAST END OF THE CONCRETE ABUTMENT
 BP0139'OF A STEEL GIRDER BRIDGE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BP0139'TRACK.
 BP0139
 BP0139                          STATION RECOVERY (1981)
 BP0139
 BP0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0139'24.5 KM (15.2 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0139'THE RAILROAD STATION IN SANDERSON, AT A RAILROAD BRIDGE OVER DRY
 BP0139'CREEK, IN THE CENTER OF THE NORTH END OF A 5 BY 10 FT EXPOSEDED AREA
 BP0139'OF OUTCROPPING BEDROCK, 144.9 METERS (475.0 FT) EAST OF BENCHMARK V
 BP0139'26, 119.2 METERS (391.0 FT) EAST OF MILEPOST 532, 60.4 METERS (198.2
 BP0139'FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 90, 1.8 METERS (5.9 FT)
 BP0139'SOUTH OF THE NEAR RAIL AND 1.4 METERS (4.6 FT) EAST OF THE SOUTHEAST
 BP0139'CORNER OF THE EAST ABUTMENT OF THE BRIDGE.
 BP0139'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0058 ***********************************************************************
 BP0058  DESIGNATION -  T 1106
 BP0058  PID         -  BP0058
 BP0058  STATE/COUNTY-  TX/TERRELL
 BP0058  USGS QUAD   -  SANDERSON SE (1969)
 BP0058
 BP0058                         *CURRENT SURVEY CONTROL
 BP0058  ___________________________________________________________________
 BP0058* NAD 83(1986)-  30 05 34.     (N)    102 17 14.     (W)     SCALED    
 BP0058* NAVD 88     -       726.677  (meters)    2384.11   (feet)  ADJUSTED  
 BP0058  ___________________________________________________________________
 BP0058  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 BP0058  DYNAMIC HT  -         725.574 (meters)    2380.49  (feet)  COMP
 BP0058  MODELED GRAV-     979,101.2   (mgal)                       NAVD 88
 BP0058
 BP0058  VERT ORDER  -  FIRST     CLASS II
 BP0058
 BP0058.The horizontal coordinates were scaled from a topographic map and have
 BP0058.an estimated accuracy of +/- 6 seconds.
 BP0058
 BP0058.The orthometric height was determined by differential leveling
 BP0058.and adjusted by the National Geodetic Survey in June 1991..
 BP0058
 BP0058.The geoid height was determined by GEOID03.
 BP0058
 BP0058.The dynamic height is computed by dividing the NAVD 88
 BP0058.geopotential number by the normal gravity value computed on the
 BP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0058.degrees latitude (g = 980.6199 gals.).
 BP0058
 BP0058.The modeled gravity was interpolated from observed gravity values.
 BP0058
 BP0058;                    North         East    Units  Estimated Accuracy
 BP0058;SPC TXSC     - 4,254,870.      283,180.      MT  (+/- 180 meters Scaled)
 BP0058
 BP0058                          SUPERSEDED SURVEY CONTROL
 BP0058
 BP0058  NGVD 29 (??/??/92)  726.457  (m)         2383.38   (f) ADJ UNCH    1 2
 BP0058
 BP0058.Superseded values are not recommended for survey control.
 BP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0058.See file dsdata.txt to determine how the superseded data were derived.
 BP0058
 BP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP614321(NAD 83)
 BP0058_MARKER: DB = BENCH MARK DISK
 BP0058_SETTING: 66 = SET IN ROCK OUTCROP
 BP0058_SP_SET: ROCK OUTCROP
 BP0058_STAMPING: T 1106 1957
 BP0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0058+STABILITY: POSITION/ELEVATION WELL
 BP0058
 BP0058  HISTORY     - Date     Condition        Report By
 BP0058  HISTORY     - 1957     MONUMENTED       CGS
 BP0058  HISTORY     - 1958     GOOD             NGS
 BP0058  HISTORY     - 1967     MARK NOT FOUND   NGS
 BP0058
 BP0058                          STATION DESCRIPTION
 BP0058
 BP0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0058'10.3 MI SE FROM SANDERSON.
 BP0058'ABOUT 10.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0058'FROM THE STATION AT SANDERSON, 10 1/2 POLES SOUTHEAST OF MILEPOST 497,
 BP0058'IN THE TOP OF A FLAT ROCK OUTCROP PROJECTING 10 FEET ON THE SOUTHWEST
 BP0058'SIDE, 33 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 RAILS SOUTHEAST OF A
 BP0058'PIPE CULVERT, 3 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP,
 BP0058'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 BP0058
 BP0058                          STATION RECOVERY (1967)
 BP0058
 BP0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BP0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0316 ***********************************************************************
 AZ0316  DESIGNATION -  T 1107
 AZ0316  PID         -  AZ0316
 AZ0316  STATE/COUNTY-  TX/TERRELL
 AZ0316  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0316
 AZ0316                         *CURRENT SURVEY CONTROL
 AZ0316  ___________________________________________________________________
 AZ0316* NAD 83(1986)-  29 59 49.     (N)    101 57 29.     (W)     SCALED    
 AZ0316* NAVD 88     -       540.962  (meters)    1774.81   (feet)  ADJUSTED  
 AZ0316  ___________________________________________________________________
 AZ0316  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AZ0316  DYNAMIC HT  -         540.157 (meters)    1772.17  (feet)  COMP
 AZ0316  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 AZ0316
 AZ0316  VERT ORDER  -  FIRST     CLASS II
 AZ0316
 AZ0316.The horizontal coordinates were scaled from a topographic map and have
 AZ0316.an estimated accuracy of +/- 6 seconds.
 AZ0316
 AZ0316.The orthometric height was determined by differential leveling
 AZ0316.and adjusted by the National Geodetic Survey in June 1991..
 AZ0316
 AZ0316.The geoid height was determined by GEOID03.
 AZ0316
 AZ0316.The dynamic height is computed by dividing the NAVD 88
 AZ0316.geopotential number by the normal gravity value computed on the
 AZ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0316.degrees latitude (g = 980.6199 gals.).
 AZ0316
 AZ0316.The modeled gravity was interpolated from observed gravity values.
 AZ0316
 AZ0316;                    North         East    Units  Estimated Accuracy
 AZ0316;SPC TXSC     - 4,243,400.      314,630.      MT  (+/- 180 meters Scaled)
 AZ0316
 AZ0316                          SUPERSEDED SURVEY CONTROL
 AZ0316
 AZ0316  NGVD 29 (??/??/92)  540.794  (m)         1774.26   (f) ADJ UNCH    1 2
 AZ0316
 AZ0316.Superseded values are not recommended for survey control.
 AZ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0316.See file dsdata.txt to determine how the superseded data were derived.
 AZ0316
 AZ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU146221(NAD 83)
 AZ0316_MARKER: DB = BENCH MARK DISK
 AZ0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0316_SP_SET: PIER
 AZ0316_STAMPING: T 1107 1957
 AZ0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0316
 AZ0316  HISTORY     - Date     Condition        Report By
 AZ0316  HISTORY     - 1957     MONUMENTED       CGS
 AZ0316  HISTORY     - 1958     GOOD             NGS
 AZ0316
 AZ0316                          STATION DESCRIPTION
 AZ0316
 AZ0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0316'11.8 MI SE FROM DRYDEN.
 AZ0316'ABOUT 11.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0316'FROM THE STATION AT DRYDEN, ABOUT 0.35 MILE WEST OF MILEPOST 473, IN
 AZ0316'THE TOP OF THE SOUTH END OF THE CONCRETE PIER IN THE CENTER OF BRIDGE
 AZ0316'NUMBER 473.34 OVER THURSTON CANYON NO. 2, 11 FEET SOUTH OF THE SOUTH
 AZ0316'RAIL, AND ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0229 ***********************************************************************
 BQ0229  DESIGNATION -  T 1108
 BQ0229  PID         -  BQ0229
 BQ0229  STATE/COUNTY-  TX/CULBERSON
 BQ0229  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0229
 BQ0229                         *CURRENT SURVEY CONTROL
 BQ0229  ___________________________________________________________________
 BQ0229* NAD 83(1986)-  30 56 36.     (N)    104 50 31.     (W)     SCALED    
 BQ0229* NAVD 88     -      1220.103  (meters)    4002.95   (feet)  ADJUSTED  
 BQ0229  ___________________________________________________________________
 BQ0229  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0229  DYNAMIC HT  -        1218.174 (meters)    3996.63  (feet)  COMP
 BQ0229  MODELED GRAV-     979,017.8   (mgal)                       NAVD 88
 BQ0229
 BQ0229  VERT ORDER  -  FIRST     CLASS II
 BQ0229
 BQ0229.The horizontal coordinates were scaled from a topographic map and have
 BQ0229.an estimated accuracy of +/- 6 seconds.
 BQ0229
 BQ0229.The orthometric height was determined by differential leveling
 BQ0229.and adjusted by the National Geodetic Survey in June 1991..
 BQ0229
 BQ0229.The geoid height was determined by GEOID03.
 BQ0229
 BQ0229.The dynamic height is computed by dividing the NAVD 88
 BQ0229.geopotential number by the normal gravity value computed on the
 BQ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0229.degrees latitude (g = 980.6199 gals.).
 BQ0229
 BQ0229.The modeled gravity was interpolated from observed gravity values.
 BQ0229
 BQ0229;                    North         East    Units  Estimated Accuracy
 BQ0229;SPC TX C     - 3,150,250.      269,320.      MT  (+/- 180 meters Scaled)
 BQ0229
 BQ0229                          SUPERSEDED SURVEY CONTROL
 BQ0229
 BQ0229  NGVD 29 (??/??/92) 1219.586  (m)         4001.26   (f) ADJ UNCH    1 2
 BQ0229
 BQ0229.Superseded values are not recommended for survey control.
 BQ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0229.See file dsdata.txt to determine how the superseded data were derived.
 BQ0229
 BQ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ150233(NAD 83)
 BQ0229_MARKER: DB = BENCH MARK DISK
 BQ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0229_STAMPING: T 1108 1957
 BQ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0229+STABILITY: SURFACE MOTION
 BQ0229
 BQ0229  HISTORY     - Date     Condition        Report By
 BQ0229  HISTORY     - 1957     MONUMENTED       CGS
 BQ0229
 BQ0229                          STATION DESCRIPTION
 BQ0229
 BQ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0229'5.3 MI NW FROM LOBO.
 BQ0229'ABOUT 5.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0229'FROM THE COUNTY ROAD CROSSING AT LOBO, 3 POLES EAST OF MILEPOST 701,
 BQ0229'74 FEET NORTH OF THE NORTH RAIL, 4 1/2 RAILS WEST OF A WOODEN TRESTLE,
 BQ0229'42 FEET NORTH OF A TELEPHONE POLE, 3 FEET NORTH OF A FENCE, 2 FEET
 BQ0229'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF
 BQ0229'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0069 ***********************************************************************
 BQ0069  DESIGNATION -  T 1109 RESET 1958
 BQ0069  PID         -  BQ0069
 BQ0069  STATE/COUNTY-  TX/PRESIDIO
 BQ0069  USGS QUAD   -  DEER PEAK (1983)
 BQ0069
 BQ0069                         *CURRENT SURVEY CONTROL
 BQ0069  ___________________________________________________________________
 BQ0069* NAD 83(1986)-  30 30 00.     (N)    104 23 13.     (W)     SCALED    
 BQ0069* NAVD 88     -      1414.491  (meters)    4640.71   (feet)  ADJUSTED  
 BQ0069  ___________________________________________________________________
 BQ0069  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BQ0069  DYNAMIC HT  -        1412.133 (meters)    4632.97  (feet)  COMP
 BQ0069  MODELED GRAV-     978,925.8   (mgal)                       NAVD 88
 BQ0069
 BQ0069  VERT ORDER  -  FIRST     CLASS II
 BQ0069
 BQ0069.The horizontal coordinates were scaled from a topographic map and have
 BQ0069.an estimated accuracy of +/- 6 seconds.
 BQ0069
 BQ0069.The orthometric height was determined by differential leveling
 BQ0069.and adjusted by the National Geodetic Survey in June 1991..
 BQ0069
 BQ0069.The geoid height was determined by GEOID03.
 BQ0069
 BQ0069.The dynamic height is computed by dividing the NAVD 88
 BQ0069.geopotential number by the normal gravity value computed on the
 BQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0069.degrees latitude (g = 980.6199 gals.).
 BQ0069
 BQ0069.The modeled gravity was interpolated from observed gravity values.
 BQ0069
 BQ0069;                    North         East    Units  Estimated Accuracy
 BQ0069;SPC TXSC     - 4,307,470.       83,010.      MT  (+/- 180 meters Scaled)
 BQ0069
 BQ0069                          SUPERSEDED SURVEY CONTROL
 BQ0069
 BQ0069.No superseded survey control is available for this station.
 BQ0069
 BQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP588743(NAD 83)
 BQ0069_MARKER: DB = BENCH MARK DISK
 BQ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0069_STAMPING: T 1109 RESET 1958
 BQ0069_MARK LOGO: CGS   
 BQ0069_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0069+STABILITY: SURFACE MOTION
 BQ0069
 BQ0069  HISTORY     - Date     Condition        Report By
 BQ0069  HISTORY     - 1958     MONUMENTED       CGS
 BQ0069  HISTORY     - 1981     GOOD             NGS
 BQ0069  HISTORY     - 19961009 GOOD             USPSQD
 BQ0069
 BQ0069                          STATION DESCRIPTION
 BQ0069
 BQ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0069'8.7 MI SE FROM VALENTINE.
 BQ0069'ABOUT 8.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0069'FROM THE STATION AT VALENTINE, 6 1/2 FEET SOUTHEAST OF THE 3RD POLE
 BQ0069'NORTHWEST OF MILEPOST 659, 142 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 BQ0069'115 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90, 4 1/2 RAILS
 BQ0069'NORTHWEST OF A SMALL WOODEN BRIDGE, 2 FEET NORTHWEST OF A WHITE WOODEN
 BQ0069'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BQ0069'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0069
 BQ0069                          STATION RECOVERY (1981)
 BQ0069
 BQ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0069'14.6 KM (9.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0069'IN VALENTINE, 0.2 KM (0.1 MI) NORTHWEST OF RAILROAD MILE POST 659,
 BQ0069'35.1 METERS (115.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BQ0069'19.7 METERS (64.5 FT) SOUTHWEST AND ACROSS THE SOUTHERN PACIFIC
 BQ0069'RAILROAD FROM SEMAPHORE NUMBER A, 12.8 METERS (42.0 FT) SOUTHWEST OF
 BQ0069'THE NEAR RAIL, AND 9.6 METERS (31.5 FT) SOUTHEAST OF THE SOUTHWEST
 BQ0069'CORNER OF A SMALL METAL BUILDING WITH A SIGN (QUEBEC).
 BQ0069'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0069'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0069
 BQ0069                          STATION RECOVERY (1996)
 BQ0069
 BQ0069'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0522 ***********************************************************************
 CU0522  DESIGNATION -  T 111
 CU0522  PID         -  CU0522
 CU0522  STATE/COUNTY-  TX/HOWARD
 CU0522  USGS QUAD   -  FORSAN (1971)
 CU0522
 CU0522                         *CURRENT SURVEY CONTROL
 CU0522  ___________________________________________________________________
 CU0522* NAD 83(1986)-  32 02 47.     (N)    101 19 50.     (W)     SCALED    
 CU0522* NAVD 88     -       799.796  (meters)    2624.00   (feet)  ADJUSTED  
 CU0522  ___________________________________________________________________
 CU0522  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 CU0522  DYNAMIC HT  -         798.697 (meters)    2620.39  (feet)  COMP
 CU0522  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 CU0522
 CU0522  VERT ORDER  -  FIRST     CLASS II
 CU0522
 CU0522.The horizontal coordinates were scaled from a topographic map and have
 CU0522.an estimated accuracy of +/- 6 seconds.
 CU0522
 CU0522.The orthometric height was determined by differential leveling
 CU0522.and adjusted by the National Geodetic Survey in June 1991..
 CU0522
 CU0522.The geoid height was determined by GEOID03.
 CU0522
 CU0522.The dynamic height is computed by dividing the NAVD 88
 CU0522.geopotential number by the normal gravity value computed on the
 CU0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0522.degrees latitude (g = 980.6199 gals.).
 CU0522
 CU0522.The modeled gravity was interpolated from observed gravity values.
 CU0522
 CU0522;                    North         East    Units  Estimated Accuracy
 CU0522;SPC TXNC     - 2,045,710.      332,690.      MT  (+/- 180 meters Scaled)
 CU0522
 CU0522                          SUPERSEDED SURVEY CONTROL
 CU0522
 CU0522  NGVD 29 (??/??/92)  799.544  (m)         2623.17   (f) ADJ UNCH    1 2
 CU0522
 CU0522.Superseded values are not recommended for survey control.
 CU0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0522.See file dsdata.txt to determine how the superseded data were derived.
 CU0522
 CU0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA799479(NAD 83)
 CU0522_MARKER: DB = BENCH MARK DISK
 CU0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0522_STAMPING: 2623.171 T 111 1933
 CU0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0522+STABILITY: SURFACE MOTION
 CU0522
 CU0522  HISTORY     - Date     Condition        Report By
 CU0522  HISTORY     - 1933     MONUMENTED       CGS
 CU0522
 CU0522                          STATION DESCRIPTION
 CU0522
 CU0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CU0522'22.1 MI SE FROM BIG SPRING.
 CU0522'22.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM BIG SPRING, HOWARD
 CU0522'COUNTY, ON THE OLD HIGHWAY, 0.5 MILE WEST OF A SMALL RISE, 42 FEET
 CU0522'SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 5 FEET INSIDE THE FENCE
 CU0522'LINE, AND EAST OF A GATE.  A STANDARD DISK, STAMPED 2623.171 T 111
 CU0522'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CU0522'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0181 ***********************************************************************
 AZ0181  DESIGNATION -  T 1110
 AZ0181  PID         -  AZ0181
 AZ0181  STATE/COUNTY-  TX/VAL VERDE
 AZ0181  USGS QUAD   -  DEL RIO SW (1972)
 AZ0181
 AZ0181                         *CURRENT SURVEY CONTROL
 AZ0181  ___________________________________________________________________
 AZ0181* NAD 83(1986)-  29 21 43.     (N)    100 58 24.     (W)     SCALED    
 AZ0181* NAVD 88     -       279.240  (meters)     916.14   (feet)  POSTED    
 AZ0181  ___________________________________________________________________
 AZ0181  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AZ0181  DYNAMIC HT  -         278.830 (meters)     914.79  (feet)  COMP
 AZ0181  MODELED GRAV-     979,176.1   (mgal)                       NAVD 88
 AZ0181
 AZ0181  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0181
 AZ0181.The horizontal coordinates were scaled from a topographic map and have
 AZ0181.an estimated accuracy of +/- 6 seconds.
 AZ0181
 AZ0181.The orthometric height was determined by differential leveling
 AZ0181.and adjusted by the National Geodetic Survey in 1992..
 AZ0181.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0181.rate of 0.0 thru 1.0 mm/km.
 AZ0181
 AZ0181.The geoid height was determined by GEOID03.
 AZ0181
 AZ0181.The dynamic height is computed by dividing the NAVD 88
 AZ0181.geopotential number by the normal gravity value computed on the
 AZ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0181.degrees latitude (g = 980.6199 gals.).
 AZ0181
 AZ0181.The modeled gravity was interpolated from observed gravity values.
 AZ0181
 AZ0181;                    North         East    Units  Estimated Accuracy
 AZ0181;SPC TXSC     - 4,171,030.      408,430.      MT  (+/- 180 meters Scaled)
 AZ0181
 AZ0181                          SUPERSEDED SURVEY CONTROL
 AZ0181
 AZ0181  NGVD 29 (??/??/92)  279.188  (m)          915.97   (f) ADJ UNCH    1 2
 AZ0181
 AZ0181.Superseded values are not recommended for survey control.
 AZ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0181.See file dsdata.txt to determine how the superseded data were derived.
 AZ0181
 AZ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT084497(NAD 83)
 AZ0181_MARKER: DB = BENCH MARK DISK
 AZ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0181_STAMPING: T 1110 1957
 AZ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0181+STABILITY: SURFACE MOTION
 AZ0181
 AZ0181  HISTORY     - Date     Condition        Report By
 AZ0181  HISTORY     - 1957     MONUMENTED       CGS
 AZ0181  HISTORY     - 1958     GOOD             NGS
 AZ0181
 AZ0181                          STATION DESCRIPTION
 AZ0181
 AZ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0181'4.4 MI W FROM DEL RIO.
 AZ0181'ABOUT 4.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0181'STATION AT DEL RIO, 81 FEET NORTH-NORTHWEST OF AND ACROSS THE TRACK
 AZ0181'FROM MILEPOST 383, 38 1/2 FEET NORTH OF THE NORTH RAIL, 2 1/2 FEET
 AZ0181'SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 AZ0181'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 AZ0181'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0254 ***********************************************************************
 AZ0254  DESIGNATION -  T 1111
 AZ0254  PID         -  AZ0254
 AZ0254  STATE/COUNTY-  TX/VAL VERDE
 AZ0254  USGS QUAD   -  COMSTOCK (1972)
 AZ0254
 AZ0254                         *CURRENT SURVEY CONTROL
 AZ0254  ___________________________________________________________________
 AZ0254* NAD 83(1986)-  29 42 15.     (N)    101 13 24.     (W)     SCALED    
 AZ0254* NAVD 88     -       484.898  (meters)    1590.87   (feet)  ADJUSTED  
 AZ0254  ___________________________________________________________________
 AZ0254  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0254  DYNAMIC HT  -         484.189 (meters)    1588.54  (feet)  COMP
 AZ0254  MODELED GRAV-     979,164.6   (mgal)                       NAVD 88
 AZ0254
 AZ0254  VERT ORDER  -  FIRST     CLASS II
 AZ0254
 AZ0254.The horizontal coordinates were scaled from a topographic map and have
 AZ0254.an estimated accuracy of +/- 6 seconds.
 AZ0254
 AZ0254.The orthometric height was determined by differential leveling
 AZ0254.and adjusted by the National Geodetic Survey in June 1991..
 AZ0254
 AZ0254.The geoid height was determined by GEOID03.
 AZ0254
 AZ0254.The dynamic height is computed by dividing the NAVD 88
 AZ0254.geopotential number by the normal gravity value computed on the
 AZ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0254.degrees latitude (g = 980.6199 gals.).
 AZ0254
 AZ0254.The modeled gravity was interpolated from observed gravity values.
 AZ0254
 AZ0254;                    North         East    Units  Estimated Accuracy
 AZ0254;SPC TXSC     - 4,209,380.      384,880.      MT  (+/- 180 meters Scaled)
 AZ0254
 AZ0254                          SUPERSEDED SURVEY CONTROL
 AZ0254
 AZ0254  NGVD 29 (??/??/92)  484.783  (m)         1590.49   (f) ADJ UNCH    1 2
 AZ0254
 AZ0254.Superseded values are not recommended for survey control.
 AZ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0254.See file dsdata.txt to determine how the superseded data were derived.
 AZ0254
 AZ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT849880(NAD 83)
 AZ0254_MARKER: DB = BENCH MARK DISK
 AZ0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0254_SP_SET: CULVERT
 AZ0254_STAMPING: T 1111 1957
 AZ0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0254
 AZ0254  HISTORY     - Date     Condition        Report By
 AZ0254  HISTORY     - 1957     MONUMENTED       CGS
 AZ0254  HISTORY     - 1958     GOOD             NGS
 AZ0254  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0254
 AZ0254                          STATION DESCRIPTION
 AZ0254
 AZ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0254'3.7 MI W FROM COMSTOCK.
 AZ0254'ABOUT 3.7 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0254'STATION AT COMSTOCK, 10 POLES NORTHWEST OF MILEPOST 417, IN THE TOP OF
 AZ0254'THE CENTER OF THE NORTHEST CONCRETE HEAD WALL OF A 2X3-FOOT CULVERT,
 AZ0254'17 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 6 FEET BELOW THE
 AZ0254'LEVEL OF THE TRACK.
 AZ0254
 AZ0254                          STATION RECOVERY (1981)
 AZ0254
 AZ0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0254'THE CULVERT IS NO LONGER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0185 ***********************************************************************
 AZ0185  DESIGNATION -  T 1112
 AZ0185  PID         -  AZ0185
 AZ0185  STATE/COUNTY-  TX/VAL VERDE
 AZ0185  USGS QUAD   -  DEL RIO SW (1972)
 AZ0185
 AZ0185                         *CURRENT SURVEY CONTROL
 AZ0185  ___________________________________________________________________
 AZ0185* NAD 83(1986)-  29 21 19.     (N)    100 55 25.     (W)     SCALED    
 AZ0185* NAVD 88     -       288.772  (meters)     947.41   (feet)  POSTED    
 AZ0185  ___________________________________________________________________
 AZ0185  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0185  DYNAMIC HT  -         288.350 (meters)     946.03  (feet)  COMP
 AZ0185  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AZ0185
 AZ0185  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0185
 AZ0185.The horizontal coordinates were scaled from a topographic map and have
 AZ0185.an estimated accuracy of +/- 6 seconds.
 AZ0185
 AZ0185.The orthometric height was determined by differential leveling
 AZ0185.and adjusted by the National Geodetic Survey in 1992..
 AZ0185.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0185.rate of 0.0 thru 1.0 mm/km.
 AZ0185
 AZ0185.The geoid height was determined by GEOID03.
 AZ0185
 AZ0185.The dynamic height is computed by dividing the NAVD 88
 AZ0185.geopotential number by the normal gravity value computed on the
 AZ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0185.degrees latitude (g = 980.6199 gals.).
 AZ0185
 AZ0185.The modeled gravity was interpolated from observed gravity values.
 AZ0185
 AZ0185;                    North         East    Units  Estimated Accuracy
 AZ0185;SPC TXSC     - 4,170,210.      413,240.      MT  (+/- 180 meters Scaled)
 AZ0185
 AZ0185                          SUPERSEDED SURVEY CONTROL
 AZ0185
 AZ0185  NGVD 29 (??/??/92)  288.726  (m)          947.26   (f) ADJ UNCH    1 2
 AZ0185
 AZ0185.Superseded values are not recommended for survey control.
 AZ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0185.See file dsdata.txt to determine how the superseded data were derived.
 AZ0185
 AZ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT132488(NAD 83)
 AZ0185_MARKER: DB = BENCH MARK DISK
 AZ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0185_STAMPING: T 1112 1957
 AZ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0185+STABILITY: SURFACE MOTION
 AZ0185
 AZ0185  HISTORY     - Date     Condition        Report By
 AZ0185  HISTORY     - 1957     MONUMENTED       CGS
 AZ0185  HISTORY     - 1958     GOOD             NGS
 AZ0185  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0185
 AZ0185                          STATION DESCRIPTION
 AZ0185
 AZ0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0185'1.4 MI W FROM DEL RIO.
 AZ0185'ABOUT 1.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0185'STATION AT DEL RIO, 7 1/2 FEET WEST OF MILEPOST 380, 29 1/2 FEET SOUTH
 AZ0185'OF THE SOUTH RAIL, 4 POLES WEST OF A ROAD CROSSING, 6 1/2 FEET NORTH
 AZ0185'OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP
 AZ0185'OF A CONCRETE POST PROJECTING 8 INCHES.
 AZ0185
 AZ0185                          STATION RECOVERY (1998)
 AZ0185
 AZ0185'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0352 ***********************************************************************
 AZ0352  DESIGNATION -  T 1113
 AZ0352  PID         -  AZ0352
 AZ0352  STATE/COUNTY-  TX/VAL VERDE
 AZ0352  USGS QUAD   -  PUMPVILLE (1980)
 AZ0352
 AZ0352                         *CURRENT SURVEY CONTROL
 AZ0352  ___________________________________________________________________
 AZ0352* NAD 83(1986)-  29 53 59.     (N)    101 40 26.     (W)     SCALED    
 AZ0352* NAVD 88     -       505.410  (meters)    1658.17   (feet)  ADJUSTED  
 AZ0352  ___________________________________________________________________
 AZ0352  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AZ0352  DYNAMIC HT  -         504.650 (meters)    1655.67  (feet)  COMP
 AZ0352  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 AZ0352
 AZ0352  VERT ORDER  -  FIRST     CLASS II
 AZ0352
 AZ0352.The horizontal coordinates were scaled from a topographic map and have
 AZ0352.an estimated accuracy of +/- 6 seconds.
 AZ0352
 AZ0352.The orthometric height was determined by differential leveling
 AZ0352.and adjusted by the National Geodetic Survey in June 1991..
 AZ0352
 AZ0352.The geoid height was determined by GEOID03.
 AZ0352
 AZ0352.The dynamic height is computed by dividing the NAVD 88
 AZ0352.geopotential number by the normal gravity value computed on the
 AZ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0352.degrees latitude (g = 980.6199 gals.).
 AZ0352
 AZ0352.The modeled gravity was interpolated from observed gravity values.
 AZ0352
 AZ0352;                    North         East    Units  Estimated Accuracy
 AZ0352;SPC TXSC     - 4,231,970.      341,790.      MT  (+/- 180 meters Scaled)
 AZ0352
 AZ0352                          SUPERSEDED SURVEY CONTROL
 AZ0352
 AZ0352  NGVD 29 (??/??/92)  505.262  (m)         1657.68   (f) ADJ UNCH    1 2
 AZ0352
 AZ0352.Superseded values are not recommended for survey control.
 AZ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0352.See file dsdata.txt to determine how the superseded data were derived.
 AZ0352
 AZ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU418106(NAD 83)
 AZ0352_MARKER: DB = BENCH MARK DISK
 AZ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0352_STAMPING: T 1113 1957
 AZ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0352+STABILITY: SURFACE MOTION
 AZ0352
 AZ0352  HISTORY     - Date     Condition        Report By
 AZ0352  HISTORY     - 1957     MONUMENTED       CGS
 AZ0352  HISTORY     - 1958     GOOD             NGS
 AZ0352
 AZ0352                          STATION DESCRIPTION
 AZ0352
 AZ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0352'9.0 MI NW FROM LANGTRY.
 AZ0352'ABOUT 9.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0352'FROM THE STATION AT LANGTRY, 97 FEET SOUTHEAST OF THE 5TH POLE
 AZ0352'SOUTHEAST OF MILEPOST 452, 95 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 AZ0352'RAIL, 13 RAILS NORTHWEST OF SEMAPHORE 451.6, 87 FEET SOUTHEAST OF THE
 AZ0352'CENTER LINE OF A WIRE GATE, 2 1/2 FEET NORTHEAST OF A FENCE, 3 FEET
 AZ0352'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 1/2 FEET BELOW THE
 AZ0352'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 AZ0352'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0439 ***********************************************************************
 BP0439  DESIGNATION -  T 1114
 BP0439  PID         -  BP0439
 BP0439  STATE/COUNTY-  TX/JEFF DAVIS
 BP0439  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0439
 BP0439                         *CURRENT SURVEY CONTROL
 BP0439  ___________________________________________________________________
 BP0439* NAD 83(1986)-  30 31 38.     (N)    103 49 03.     (W)     SCALED    
 BP0439* NAVD 88     -      1427.443  (meters)    4683.20   (feet)  ADJUSTED  
 BP0439  ___________________________________________________________________
 BP0439  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 BP0439  DYNAMIC HT  -        1425.131 (meters)    4675.62  (feet)  COMP
 BP0439  MODELED GRAV-     978,971.4   (mgal)                       NAVD 88
 BP0439  OBS GRAVITY -     978,973.3   (mgal)                       GRAV_OBS
 BP0439
 BP0439  VERT ORDER  -  FIRST     CLASS I
 BP0439
 BP0439.The horizontal coordinates were scaled from a topographic map and have
 BP0439.an estimated accuracy of +/- 6 seconds.
 BP0439
 BP0439.The orthometric height was determined by differential leveling
 BP0439.and adjusted by the National Geodetic Survey in June 1991..
 BP0439
 BP0439.The geoid height was determined by GEOID03.
 BP0439
 BP0439.The dynamic height is computed by dividing the NAVD 88
 BP0439.geopotential number by the normal gravity value computed on the
 BP0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0439.degrees latitude (g = 980.6199 gals.).
 BP0439
 BP0439.The modeled gravity was interpolated from observed gravity values.
 BP0439.The observed gravity was obtained from relative gravimeter ties
 BP0439.to the IGSN71 gravity network.
 BP0439
 BP0439;                    North         East    Units  Estimated Accuracy
 BP0439;SPC TX C     - 3,100,630.      365,700.      MT  (+/- 180 meters Scaled)
 BP0439
 BP0439                          SUPERSEDED SURVEY CONTROL
 BP0439
 BP0439  NGVD 29 (??/??/92) 1426.942  (m)         4681.56   (f) ADJ UNCH    1 1
 BP0439
 BP0439.Superseded values are not recommended for survey control.
 BP0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0439.See file dsdata.txt to determine how the superseded data were derived.
 BP0439
 BP0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP134778(NAD 83)
 BP0439_MARKER: DB = BENCH MARK DISK
 BP0439_SETTING: 66 = SET IN ROCK OUTCROP
 BP0439_SP_SET: ROCK OUTCROP
 BP0439_STAMPING: T 1114 1958
 BP0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0439+STABILITY: POSITION/ELEVATION WELL
 BP0439
 BP0439  HISTORY     - Date     Condition        Report By
 BP0439  HISTORY     - 1958     MONUMENTED       CGS
 BP0439  HISTORY     - 1977     GOOD             NGS
 BP0439  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BP0439  HISTORY     - 1989     GOOD             USPSQD
 BP0439  HISTORY     - 19961007 GOOD             USPSQD
 BP0439  HISTORY     - 20030322 GOOD             USPSQD
 BP0439
 BP0439                          STATION DESCRIPTION
 BP0439
 BP0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0439'6.95 MI SE FROM FORT DAVIS.
 BP0439'ABOUT 6.95 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0439'COURTHOUSE AT FORT DAVIS, IN THE TOP OF A 3X6-FOOT ROCK OUTCROP, 112
 BP0439'FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.2 MILE
 BP0439'WEST-SOUTHWEST OF A CONCRETE HIGHWAY BRIDGE, 62 FEET SOUTH-SOUTHEAST
 BP0439'OF A FENCE, 74 FEET SOUTHWEST OF A TEE-FENCE, 2 1/2 FEET ABOVE THE
 BP0439'GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 BP0439
 BP0439                          STATION RECOVERY (1977)
 BP0439
 BP0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0439'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY COURTHOUSE
 BP0439'AT FORT DAVIS, IN TOP OF A 3 BY 6 FT. BOULDER PROJECTING 2.5 FT.
 BP0439'ABOVE THE GROUND, 0.2 MILES WEST OF A CONCRETE HIGHWAY BRIDGE,
 BP0439'112 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 74 FT. SOUTHWEST
 BP0439'OF A TEE FENCE, 62 FT. SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 BP0439
 BP0439                          STATION RECOVERY (1988)
 BP0439
 BP0439'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0439'MARK NOT FOUND.
 BP0439
 BP0439                          STATION RECOVERY (1989)
 BP0439
 BP0439'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0439'RECOVERED IN GOOD CONDITION.
 BP0439
 BP0439                          STATION RECOVERY (1996)
 BP0439
 BP0439'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0439'RECOVERED IN GOOD CONDITION.
 BP0439
 BP0439                          STATION RECOVERY (2003)
 BP0439
 BP0439'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0507 ***********************************************************************
 BP0507  DESIGNATION -  T 1115
 BP0507  PID         -  BP0507
 BP0507  STATE/COUNTY-  TX/REEVES
 BP0507  USGS QUAD   -  TOYAHVALE (1972)
 BP0507
 BP0507                         *CURRENT SURVEY CONTROL
 BP0507  ___________________________________________________________________
 BP0507* NAD 83(1986)-  30 56 16.     (N)    103 48 33.     (W)     SCALED    
 BP0507* NAVD 88     -      1027.143  (meters)    3369.89   (feet)  POSTED    
 BP0507  ___________________________________________________________________
 BP0507  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 BP0507  DYNAMIC HT  -        1025.570 (meters)    3364.72  (feet)  COMP
 BP0507  MODELED GRAV-     979,077.3   (mgal)                       NAVD 88
 BP0507
 BP0507  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0507
 BP0507.The horizontal coordinates were scaled from a topographic map and have
 BP0507.an estimated accuracy of +/- 6 seconds.
 BP0507
 BP0507.The orthometric height was determined by differential leveling
 BP0507.and adjusted by the National Geodetic Survey in 1992..
 BP0507.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0507.rate of 2.1 thru 3.0 mm/km.
 BP0507
 BP0507.The geoid height was determined by GEOID03.
 BP0507
 BP0507.The dynamic height is computed by dividing the NAVD 88
 BP0507.geopotential number by the normal gravity value computed on the
 BP0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0507.degrees latitude (g = 980.6199 gals.).
 BP0507
 BP0507.The modeled gravity was interpolated from observed gravity values.
 BP0507
 BP0507;                    North         East    Units  Estimated Accuracy
 BP0507;SPC TX C     - 3,146,100.      367,920.      MT  (+/- 180 meters Scaled)
 BP0507
 BP0507                          SUPERSEDED SURVEY CONTROL
 BP0507
 BP0507  NGVD 29 (??/??/92) 1026.797  (m)         3368.75   (f) ADJ UNCH    2 0
 BP0507
 BP0507.Superseded values are not recommended for survey control.
 BP0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0507.See file dsdata.txt to determine how the superseded data were derived.
 BP0507
 BP0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ137233(NAD 83)
 BP0507_MARKER: DB = BENCH MARK DISK
 BP0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0507_SP_SET: ABUTMENT
 BP0507_STAMPING: T 1115 1958
 BP0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0507
 BP0507  HISTORY     - Date     Condition        Report By
 BP0507  HISTORY     - 1958     MONUMENTED       CGS
 BP0507  HISTORY     - 19961011 GOOD             USPSQD
 BP0507  HISTORY     - 20050729 GOOD             USPSQD
 BP0507
 BP0507                          STATION DESCRIPTION
 BP0507
 BP0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0507'1.35 MI W FROM TOYAHVALE.
 BP0507'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0507'TOYAHVALE, IN THE TOP OF THE SOUTH END OF A LEDGE ON THE EAST ABUTMENT
 BP0507'OF A CONCRETE BRIDGE OVER TOYAH CREEK, 18 FEET SOUTH OF THE CENTER
 BP0507'LINE OF THE HIGHWAY, 5 1/2 FEET SOUTH OF THE SOUTHEAST GUARD RAIL, 2
 BP0507'FEET BELOW THE TOP OF THE ABUTMENT AND ABOUT 2 FEET BELOW THE LEVEL OF
 BP0507'THE HIGHWAY.
 BP0507
 BP0507                          STATION RECOVERY (1996)
 BP0507
 BP0507'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0507'RECOVERED IN GOOD CONDITION.
 BP0507
 BP0507                          STATION RECOVERY (2005)
 BP0507
 BP0507'RECOVERY NOTE BY US POWER SQUADRON 2005 (BEL)
 BP0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0375 ***********************************************************************
 BO0375  DESIGNATION -  T 1116
 BO0375  PID         -  BO0375
 BO0375  STATE/COUNTY-  TX/TERRELL
 BO0375  USGS QUAD   -  HORSEHEAD CANYON (1967)
 BO0375
 BO0375                         *CURRENT SURVEY CONTROL
 BO0375  ___________________________________________________________________
 BO0375* NAD 83(1986)-  30 35 41.     (N)    101 55 16.     (W)     SCALED    
 BO0375* NAVD 88     -       810.185  (meters)    2658.08   (feet)  ADJUSTED  
 BO0375  ___________________________________________________________________
 BO0375  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BO0375  DYNAMIC HT  -         808.978 (meters)    2654.12  (feet)  COMP
 BO0375  MODELED GRAV-     979,124.9   (mgal)                       NAVD 88
 BO0375
 BO0375  VERT ORDER  -  SECOND    CLASS 0
 BO0375
 BO0375.The horizontal coordinates were scaled from a topographic map and have
 BO0375.an estimated accuracy of +/- 6 seconds.
 BO0375
 BO0375.The orthometric height was determined by differential leveling
 BO0375.and adjusted by the National Geodetic Survey in June 1991..
 BO0375
 BO0375.The geoid height was determined by GEOID03.
 BO0375
 BO0375.The dynamic height is computed by dividing the NAVD 88
 BO0375.geopotential number by the normal gravity value computed on the
 BO0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0375.degrees latitude (g = 980.6199 gals.).
 BO0375
 BO0375.The modeled gravity was interpolated from observed gravity values.
 BO0375
 BO0375;                    North         East    Units  Estimated Accuracy
 BO0375;SPC TXSC     - 4,309,560.      319,850.      MT  (+/- 180 meters Scaled)
 BO0375
 BO0375                          SUPERSEDED SURVEY CONTROL
 BO0375
 BO0375  NGVD 29 (??/??/92)  809.942  (m)         2657.28   (f) ADJ UNCH    2 0
 BO0375
 BO0375.Superseded values are not recommended for survey control.
 BO0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0375.See file dsdata.txt to determine how the superseded data were derived.
 BO0375
 BO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU199883(NAD 83)
 BO0375_MARKER: DB = BENCH MARK DISK
 BO0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0375_STAMPING: T 1116 1958
 BO0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0375+STABILITY: SURFACE MOTION
 BO0375
 BO0375  HISTORY     - Date     Condition        Report By
 BO0375  HISTORY     - 1958     MONUMENTED       CGS
 BO0375
 BO0375                          STATION DESCRIPTION
 BO0375
 BO0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0375'10.95 MI S FROM SHEFFIELD.
 BO0375'ABOUT 10.95 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0375'AT SHEFFIELD, 75 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BO0375'0.4 MILE NORTH OF A CATTLE GUARD ACROSS THE HIGHWAY, 2 FEET SOUTH OF A
 BO0375'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BO0375'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0437 ***********************************************************************
 CD0437  DESIGNATION -  T 1117
 CD0437  PID         -  CD0437
 CD0437  STATE/COUNTY-  TX/HUDSPETH
 CD0437  USGS QUAD   -  LINDA LAKE SOUTH (1984)
 CD0437
 CD0437                         *CURRENT SURVEY CONTROL
 CD0437  ___________________________________________________________________
 CD0437* NAD 83(1986)-  31 45 10.     (N)    105 00 04.     (W)     SCALED    
 CD0437* NAVD 88     -      1103.411  (meters)    3620.11   (feet)  ADJUSTED  
 CD0437  ___________________________________________________________________
 CD0437  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CD0437  DYNAMIC HT  -        1101.757 (meters)    3614.68  (feet)  COMP
 CD0437  MODELED GRAV-     979,102.9   (mgal)                       NAVD 88
 CD0437
 CD0437  VERT ORDER  -  FIRST     CLASS I
 CD0437
 CD0437.The horizontal coordinates were scaled from a topographic map and have
 CD0437.an estimated accuracy of +/- 6 seconds.
 CD0437
 CD0437.The orthometric height was determined by differential leveling
 CD0437.and adjusted by the National Geodetic Survey in June 1991..
 CD0437
 CD0437.The geoid height was determined by GEOID03.
 CD0437
 CD0437.The dynamic height is computed by dividing the NAVD 88
 CD0437.geopotential number by the normal gravity value computed on the
 CD0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0437.degrees latitude (g = 980.6199 gals.).
 CD0437
 CD0437.The modeled gravity was interpolated from observed gravity values.
 CD0437
 CD0437;                    North         East    Units  Estimated Accuracy
 CD0437;SPC TX C     - 3,240,540.      257,890.      MT  (+/- 180 meters Scaled)
 CD0437
 CD0437                          SUPERSEDED SURVEY CONTROL
 CD0437
 CD0437  NGVD 29 (??/??/92) 1102.881  (m)         3618.37   (f) ADJ UNCH    1 1
 CD0437
 CD0437.Superseded values are not recommended for survey control.
 CD0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0437.See file dsdata.txt to determine how the superseded data were derived.
 CD0437
 CD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR998130(NAD 83)
 CD0437_MARKER: DB = BENCH MARK DISK
 CD0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0437_STAMPING: T 1117 1958
 CD0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0437+STABILITY: SURFACE MOTION
 CD0437
 CD0437  HISTORY     - Date     Condition        Report By
 CD0437  HISTORY     - 1958     MONUMENTED       CGS
 CD0437  HISTORY     - 1976     GOOD             NGS
 CD0437  HISTORY     - 1977     GOOD             NGS
 CD0437
 CD0437                          STATION DESCRIPTION
 CD0437
 CD0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0437'84.25 MI E FROM EL PASO.
 CD0437'ABOUT 84.25 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0437'JUNCTION OF LOOP 16 AT EL PASO, 164 FEET NORTH OF THE CENTER LINE OF
 CD0437'THE HIGHWAY, ABOUT 0.3 MILE WEST OF THE WEST EDGE OF THE DRY SALT FLAT
 CD0437'LAKE BED, 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD,
 CD0437'28 FEET NORTH-NORTHEAST OF THE NORTH ONE OF TWO PIPE LINE VALVES, 4
 CD0437'FEET SOUTHWEST OF A POWER POLE, 36 FEET NORTH OF A FENCE, 2 FEET EAST
 CD0437'OF A CONCRETE WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CD0437'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CD0437
 CD0437                          STATION RECOVERY (1976)
 CD0437
 CD0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0437'RECOVERED IN GOOD CONDITION.
 CD0437
 CD0437                          STATION RECOVERY (1977)
 CD0437
 CD0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0437'18.65 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0437'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 164 FT. NORTH OF THE
 CD0437'CENTER LINE OF THE HIGHWAY, 0.35 MILE WEST OF THE WEST EDGE OF THE
 CD0437'DRY SALT FLAT LAKE BED, 65 FT. NORTHEAST OF THE NORTHEAST CORNER
 CD0437'OF A STEEL CATTLE GUARD, 4 FT. SOUTHWEST OF A TELEPHONE POLE,
 CD0437'47 FT. NORTH OF A RIGHT OF WAY FENCE, WITNESS POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0174 ***********************************************************************
 CE0174  DESIGNATION -  T 1118
 CE0174  PID         -  CE0174
 CE0174  STATE/COUNTY-  TX/EL PASO
 CE0174  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0174
 CE0174                         *CURRENT SURVEY CONTROL
 CE0174  ___________________________________________________________________
 CE0174* NAD 83(1986)-  31 50 19.     (N)    106 02 27.     (W)     SCALED    
 CE0174* NAVD 88     -      1376.015  (meters)    4514.48   (feet)  ADJUSTED  
 CE0174  ___________________________________________________________________
 CE0174  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CE0174  DYNAMIC HT  -        1373.919 (meters)    4507.60  (feet)  COMP
 CE0174  MODELED GRAV-     979,067.9   (mgal)                       NAVD 88
 CE0174
 CE0174  VERT ORDER  -  FIRST     CLASS II
 CE0174
 CE0174.The horizontal coordinates were scaled from a topographic map and have
 CE0174.an estimated accuracy of +/- 6 seconds.
 CE0174
 CE0174.The orthometric height was determined by differential leveling
 CE0174.and adjusted by the National Geodetic Survey in June 1991..
 CE0174
 CE0174.The geoid height was determined by GEOID03.
 CE0174
 CE0174.The dynamic height is computed by dividing the NAVD 88
 CE0174.geopotential number by the normal gravity value computed on the
 CE0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0174.degrees latitude (g = 980.6199 gals.).
 CE0174
 CE0174.The modeled gravity was interpolated from observed gravity values.
 CE0174
 CE0174;                    North         East    Units  Estimated Accuracy
 CE0174;SPC TX C     - 3,254,640.      159,980.      MT  (+/- 180 meters Scaled)
 CE0174
 CE0174                          SUPERSEDED SURVEY CONTROL
 CE0174
 CE0174  NGVD 29 (??/??/92) 1375.340  (m)         4512.26   (f) ADJ UNCH    1 2
 CE0174
 CE0174.Superseded values are not recommended for survey control.
 CE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0174.See file dsdata.txt to determine how the superseded data were derived.
 CE0174
 CE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR015230(NAD 83)
 CE0174_MARKER: DB = BENCH MARK DISK
 CE0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0174_SP_SET: CULVERT
 CE0174_STAMPING: T 1118 1958
 CE0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0174
 CE0174  HISTORY     - Date     Condition        Report By
 CE0174  HISTORY     - 1958     MONUMENTED       CGS
 CE0174  HISTORY     - 1981     GOOD             NGS
 CE0174
 CE0174                          STATION DESCRIPTION
 CE0174
 CE0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0174'22.85 MI E FROM EL PASO.
 CE0174'ABOUT 22.85 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0174'JUNCTION OF LOOP 16 AT EL PASO, IN THE TOP OF A ROCK ON THE NORTH
 CE0174'SLOPE OF A ROCKY HILL, 122 FEET SOUTH OF THE CENTER LINE OF THE
 CE0174'HIGHWAY, NEAR THE MIDDLE OF A CURVE IN THE HIGHWAY, 90 YARDS
 CE0174'EAST-SOUTHEAST OF THE SOUTH END OF 2 30-INCH STEEL TUBE CULVERTS, 4
 CE0174'1/2 FEET NORTH OF A FENCE, AND ABOUT 25 FEET ABOVE THE LEVEL OF THE
 CE0174'HIGHWAY.
 CE0174
 CE0174                          STATION RECOVERY (1981)
 CE0174
 CE0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0174'37.2 KM (23.1 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0174'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0174'2.3 KM (1.45 MI) EAST OF RANCH ROAD 2775, NEAR THE CENTER OF A
 CE0174'CURVE IN THE HIGHWAY, IN TOP OF THE WEST END OF A 9 BY 25 FT EXPOSED
 CE0174'AREA OF OUTCROPPING BEDROCK ON THE NORTH SLOPE OF A ROCKY HILL,
 CE0174'88.4 METERS (290.0 FT) EAST-SOUTHEAST OF TWO 36-INCH STEEL PIPE
 CE0174'CULVERTS, 37.2 METERS (122.0 FT) SOUTH OF THE CENTERLINE OF THE
 CE0174'HIGHWAY AND 1.4 METERS (4.5 FT) NORTH OF A FENCE.
 CE0174'THE MARK IS 7.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0472 ***********************************************************************
 CD0472  DESIGNATION -  T 1119
 CD0472  PID         -  CD0472
 CD0472  STATE/COUNTY-  TX/HUDSPETH
 CD0472  USGS QUAD   -  DELL CITY (1984)
 CD0472
 CD0472                         *CURRENT SURVEY CONTROL
 CD0472  ___________________________________________________________________
 CD0472* NAD 83(1986)-  31 52 50.     (N)    105 14 06.     (W)     SCALED    
 CD0472* NAVD 88     -      1152.820  (meters)    3782.21   (feet)  POSTED    
 CD0472  ___________________________________________________________________
 CD0472  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0472  DYNAMIC HT  -        1151.120 (meters)    3776.63  (feet)  COMP
 CD0472  MODELED GRAV-     979,122.6   (mgal)                       NAVD 88
 CD0472
 CD0472  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CD0472
 CD0472.The horizontal coordinates were scaled from a topographic map and have
 CD0472.an estimated accuracy of +/- 6 seconds.
 CD0472
 CD0472.The orthometric height was determined by differential leveling
 CD0472.and adjusted by the National Geodetic Survey in 1992..
 CD0472.No vertical observational check was made to the station.
 CD0472.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CD0472.was located on a no-check spur therefore a value was not computed.
 CD0472
 CD0472.The geoid height was determined by GEOID03.
 CD0472
 CD0472.The dynamic height is computed by dividing the NAVD 88
 CD0472.geopotential number by the normal gravity value computed on the
 CD0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0472.degrees latitude (g = 980.6199 gals.).
 CD0472
 CD0472.The modeled gravity was interpolated from observed gravity values.
 CD0472
 CD0472;                    North         East    Units  Estimated Accuracy
 CD0472;SPC TX C     - 3,255,650.      236,380.      MT  (+/- 180 meters Scaled)
 CD0472
 CD0472                          SUPERSEDED SURVEY CONTROL
 CD0472
 CD0472  NGVD 29 (??/??/92) 1152.315  (m)         3780.55   (f) ADJ UNCH    2 0
 CD0472
 CD0472.Superseded values are not recommended for survey control.
 CD0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0472.See file dsdata.txt to determine how the superseded data were derived.
 CD0472
 CD0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR777272(NAD 83)
 CD0472_MARKER: DB = BENCH MARK DISK
 CD0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0472_STAMPING: T 1119 1958
 CD0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0472+STABILITY: SURFACE MOTION
 CD0472
 CD0472  HISTORY     - Date     Condition        Report By
 CD0472  HISTORY     - 1958     MONUMENTED       CGS
 CD0472  HISTORY     - 1980     GOOD             USGS
 CD0472
 CD0472                          STATION DESCRIPTION
 CD0472
 CD0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0472'6.6 MI SW FROM DELL CITY.
 CD0472'ABOUT 4.35 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0472'DELL CITY, THENCE 2.0 MILES WEST ALONG A DIRT ROAD, THENCE 0.25 MILE
 CD0472'NORTH ALONG A DIRT ROAD TO THE LYNCH RANCH HEADQUARTERS, AT THE WEST
 CD0472'END OF THE LYNCH RANCH AIRPORT RUNWAY, 51 FEET SOUTH OF THE EXTENDED
 CD0472'CENTER LINE OF THE RUNWAY, 145 FEET EAST OF THE NORTHEAST LEG OF A
 CD0472'STEEL WINDMILL, 107 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 CD0472'CONCRETE BLOCK HOUSE, 4 1/2 FEET EAST OF A STEEL WINDSOCK POLE, AND IN
 CD0472'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CD0472
 CD0472                          STATION RECOVERY (1980)
 CD0472
 CD0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CD0472'ABOUT 4.35 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0472'DELL CITY, THENCE 2.0 MILES WEST ALONG A DIRT ROAD, THENCE 0.25 MILE
 CD0472'NORTH ALONG A DIRT ROAD TO THE LYNCH RANCH HEADQUARTERS, SOUTH OF OLD
 CD0472'MAIN RANCH HOUSE AND EAST OF OLD WINDMILL TOWER. 100 FEET N.E. OF
 CD0472'N.E. CORNER OF BLDG., 120 FT. N.W. OF N.W. CORNER BLDG., ABOUT 40
 CD0472'FEET WEST OF LONE TREE, IN SMALL AREA WHICH HAS NOT BEEN DRIVEN OVER,
 CD0472'IN TOP OF CONCRETE POST, A STD. DISK STAMPED 'T 1119 1958'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0077 ***********************************************************************
 CU0077  DESIGNATION -  T 112
 CU0077  PID         -  CU0077
 CU0077  STATE/COUNTY-  TX/STONEWALL
 CU0077  USGS QUAD   -  HAMLIN NE (1965)
 CU0077
 CU0077                         *CURRENT SURVEY CONTROL
 CU0077  ___________________________________________________________________
 CU0077* NAD 83(1986)-  32 58 46.     (N)    100 00 23.     (W)     SCALED    
 CU0077* NAVD 88     -       500.705  (meters)    1642.73   (feet)  ADJUSTED  
 CU0077  ___________________________________________________________________
 CU0077  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CU0077  DYNAMIC HT  -         500.067 (meters)    1640.64  (feet)  COMP
 CU0077  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 CU0077
 CU0077  VERT ORDER  -  FIRST     CLASS II
 CU0077
 CU0077.The horizontal coordinates were scaled from a topographic map and have
 CU0077.an estimated accuracy of +/- 6 seconds.
 CU0077
 CU0077.The orthometric height was determined by differential leveling
 CU0077.and adjusted by the National Geodetic Survey in June 1991..
 CU0077
 CU0077.The geoid height was determined by GEOID03.
 CU0077
 CU0077.The dynamic height is computed by dividing the NAVD 88
 CU0077.geopotential number by the normal gravity value computed on the
 CU0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0077.degrees latitude (g = 980.6199 gals.).
 CU0077
 CU0077.The modeled gravity was interpolated from observed gravity values.
 CU0077
 CU0077;                    North         East    Units  Estimated Accuracy
 CU0077;SPC TXNC     - 2,146,580.      459,210.      MT  (+/- 180 meters Scaled)
 CU0077
 CU0077                          SUPERSEDED SURVEY CONTROL
 CU0077
 CU0077  NGVD 29 (??/??/92)  500.523  (m)         1642.13   (f) ADJ UNCH    1 2
 CU0077
 CU0077.Superseded values are not recommended for survey control.
 CU0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0077.See file dsdata.txt to determine how the superseded data were derived.
 CU0077
 CU0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB059494(NAD 83)
 CU0077_MARKER: DB = BENCH MARK DISK
 CU0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0077_STAMPING: 1642.113 T 112 1933
 CU0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0077+STABILITY: SURFACE MOTION
 CU0077
 CU0077  HISTORY     - Date     Condition        Report By
 CU0077  HISTORY     - 1933     MONUMENTED       CGS
 CU0077  HISTORY     - 1958     GOOD             NGS
 CU0077
 CU0077                          STATION DESCRIPTION
 CU0077
 CU0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0077'6.7 MI S FROM SAGERTON.
 CU0077'IN STONEWALL COUNTY, 6.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE
 CU0077'RAILWAY FROM SAGERTON, HASKELL COUNTY, AT MILEAGE 595.6, 0.35 MILE
 CU0077'SOUTH OF A ROAD CROSSING, AND 45 FEET EAST OF THE CENTERLINE OF THE
 CU0077'TRACK.  A STANDARD DISK, STAMPED 1642.133 T 112 1933 AND SET IN THE
 CU0077'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0151 ***********************************************************************
 CV0151  DESIGNATION -  T 1120
 CV0151  PID         -  CV0151
 CV0151  STATE/COUNTY-  TX/ANDREWS
 CV0151  USGS QUAD   -  SAND RANCH (1971)
 CV0151
 CV0151                         *CURRENT SURVEY CONTROL
 CV0151  ___________________________________________________________________
 CV0151* NAD 83(1986)-  32 10 05.     (N)    102 46 51.     (W)     SCALED    
 CV0151* NAVD 88     -      1009.963  (meters)    3313.52   (feet)  ADJUSTED  
 CV0151  ___________________________________________________________________
 CV0151  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CV0151  DYNAMIC HT  -        1008.561 (meters)    3308.92  (feet)  COMP
 CV0151  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 CV0151
 CV0151  VERT ORDER  -  SECOND    CLASS 0
 CV0151
 CV0151.The horizontal coordinates were scaled from a topographic map and have
 CV0151.an estimated accuracy of +/- 6 seconds.
 CV0151
 CV0151.The orthometric height was determined by differential leveling
 CV0151.and adjusted by the National Geodetic Survey in June 1991..
 CV0151
 CV0151.The geoid height was determined by GEOID03.
 CV0151
 CV0151.The dynamic height is computed by dividing the NAVD 88
 CV0151.geopotential number by the normal gravity value computed on the
 CV0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0151.degrees latitude (g = 980.6199 gals.).
 CV0151
 CV0151.The modeled gravity was interpolated from observed gravity values.
 CV0151
 CV0151;                    North         East    Units  Estimated Accuracy
 CV0151;SPC TXNC     - 2,063,830.      196,350.      MT  (+/- 180 meters Scaled)
 CV0151
 CV0151                          SUPERSEDED SURVEY CONTROL
 CV0151
 CV0151  NGVD 29 (??/??/92) 1009.549  (m)         3312.16   (f) ADJ UNCH    2 0
 CV0151
 CV0151.Superseded values are not recommended for survey control.
 CV0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0151.See file dsdata.txt to determine how the superseded data were derived.
 CV0151
 CV0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR092612(NAD 83)
 CV0151_MARKER: DB = BENCH MARK DISK
 CV0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0151_STAMPING: T 1120 1958
 CV0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0151+STABILITY: SURFACE MOTION
 CV0151
 CV0151  HISTORY     - Date     Condition        Report By
 CV0151  HISTORY     - 1958     MONUMENTED       CGS
 CV0151
 CV0151                          STATION DESCRIPTION
 CV0151
 CV0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0151'17.5 MI SW FROM ANDREWS.
 CV0151'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0151'COURTHOUSE AT ANDREWS, THENCE 17.4 MILES SOUTHWEST ALONG STATE HIGHWAY
 CV0151'115, 58 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.15
 CV0151'MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 2
 CV0151'FEET NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 2 FEET SOUTHWEST
 CV0151'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP
 CV0151'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0072 ***********************************************************************
 CV0072  DESIGNATION -  T 1125
 CV0072  PID         -  CV0072
 CV0072  STATE/COUNTY-  TX/ANDREWS
 CV0072  USGS QUAD   -  FIVE WELLS RANCH SW (1971)
 CV0072
 CV0072                         *CURRENT SURVEY CONTROL
 CV0072  ___________________________________________________________________
 CV0072* NAD 83(1986)-  32 19 29.     (N)    102 22 47.     (W)     SCALED    
 CV0072* NAVD 88     -       931.722  (meters)    3056.82   (feet)  POSTED    
 CV0072  ___________________________________________________________________
 CV0072  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CV0072  DYNAMIC HT  -         930.420 (meters)    3052.55  (feet)  COMP
 CV0072  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 CV0072
 CV0072  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0072
 CV0072.The horizontal coordinates were scaled from a topographic map and have
 CV0072.an estimated accuracy of +/- 6 seconds.
 CV0072
 CV0072.The orthometric height was determined by differential leveling
 CV0072.and adjusted by the National Geodetic Survey in 1992..
 CV0072.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0072.rate of 3.1 thru 4.0 mm/km.
 CV0072
 CV0072.The geoid height was determined by GEOID03.
 CV0072
 CV0072.The dynamic height is computed by dividing the NAVD 88
 CV0072.geopotential number by the normal gravity value computed on the
 CV0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0072.degrees latitude (g = 980.6199 gals.).
 CV0072
 CV0072.The modeled gravity was interpolated from observed gravity values.
 CV0072
 CV0072;                    North         East    Units  Estimated Accuracy
 CV0072;SPC TXNC     - 2,079,720.      234,790.      MT  (+/- 180 meters Scaled)
 CV0072
 CV0072                          SUPERSEDED SURVEY CONTROL
 CV0072
 CV0072  NGVD 29 (??/??/92)  931.322  (m)         3055.51   (f) ADJ UNCH    2 0
 CV0072
 CV0072.Superseded values are not recommended for survey control.
 CV0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0072.See file dsdata.txt to determine how the superseded data were derived.
 CV0072
 CV0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR466794(NAD 83)
 CV0072_MARKER: DB = BENCH MARK DISK
 CV0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0072_STAMPING: T 1125 1958
 CV0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0072+STABILITY: SURFACE MOTION
 CV0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0072+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 CV0072
 CV0072  HISTORY     - Date     Condition        Report By
 CV0072  HISTORY     - 1958     MONUMENTED       CGS
 CV0072  HISTORY     - 20030801 GOOD             TXDOT
 CV0072
 CV0072                          STATION DESCRIPTION
 CV0072
 CV0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0072'9.85 MI E FROM ANDREWS.
 CV0072'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0072'COURTHOUSE AT ANDREWS, THENCE 9.75 MILES EAST ALONG STATE HIGHWAY 176,
 CV0072'58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE
 CV0072'SOUTH RIGHT OF WAY FENCE, ABOUT 0.2 MILE EAST OF A GATE IN THE SOUTH
 CV0072'RIGHT OF WAY FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CV0072'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 CV0072'POST PROJECTING 9 INCHES.
 CV0072
 CV0072                          STATION RECOVERY (2003)
 CV0072
 CV0072'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0072'FIBERGLASS WITNESS POST WITH NGS DECAL FOUND 0.85 FEET WEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0084 ***********************************************************************
 CV0084  DESIGNATION -  T 1126
 CV0084  PID         -  CV0084
 CV0084  STATE/COUNTY-  TX/MARTIN
 CV0084  USGS QUAD   -  NORTH CURTIS RANCH (1966)
 CV0084
 CV0084                         *CURRENT SURVEY CONTROL
 CV0084  ___________________________________________________________________
 CV0084* NAD 83(1986)-  32 07 45.     (N)    102 06 24.     (W)     SCALED    
 CV0084* NAVD 88     -       878.288  (meters)    2881.52   (feet)  ADJUSTED  
 CV0084  ___________________________________________________________________
 CV0084  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0084  DYNAMIC HT  -         877.054 (meters)    2877.47  (feet)  COMP
 CV0084  MODELED GRAV-     979,204.9   (mgal)                       NAVD 88
 CV0084
 CV0084  VERT ORDER  -  SECOND    CLASS 0
 CV0084
 CV0084.The horizontal coordinates were scaled from a topographic map and have
 CV0084.an estimated accuracy of +/- 6 seconds.
 CV0084
 CV0084.The orthometric height was determined by differential leveling
 CV0084.and adjusted by the National Geodetic Survey in June 1991..
 CV0084
 CV0084.The geoid height was determined by GEOID03.
 CV0084
 CV0084.The dynamic height is computed by dividing the NAVD 88
 CV0084.geopotential number by the normal gravity value computed on the
 CV0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0084.degrees latitude (g = 980.6199 gals.).
 CV0084
 CV0084.The modeled gravity was interpolated from observed gravity values.
 CV0084
 CV0084;                    North         East    Units  Estimated Accuracy
 CV0084;SPC TXNC     - 2,057,130.      259,740.      MT  (+/- 180 meters Scaled)
 CV0084
 CV0084                          SUPERSEDED SURVEY CONTROL
 CV0084
 CV0084  NGVD 29 (??/??/92)  877.921  (m)         2880.31   (f) ADJ UNCH    2 0
 CV0084
 CV0084.Superseded values are not recommended for survey control.
 CV0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0084.See file dsdata.txt to determine how the superseded data were derived.
 CV0084
 CV0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR729584(NAD 83)
 CV0084_MARKER: DB = BENCH MARK DISK
 CV0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0084_STAMPING: T 1126 1958
 CV0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0084+STABILITY: SURFACE MOTION
 CV0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0084+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2001
 CV0084
 CV0084  HISTORY     - Date     Condition        Report By
 CV0084  HISTORY     - 1958     MONUMENTED       CGS
 CV0084  HISTORY     - 20010222 GOOD             TXDOT
 CV0084
 CV0084                          STATION DESCRIPTION
 CV0084
 CV0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0084'9.3 MI NW FROM MIDLAND.
 CV0084'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0084'MIDLAND, THENCE 9.2 MILES NORTHWEST ALONG STATE HIGHWAY 349, 120 FEET
 CV0084'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHEAST OF THE
 CV0084'CENTER LINE OF A ROAD LEADING NORTHEAST TO THE GEORGE GLASS RANCH, 28
 CV0084'FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 14
 CV0084'FEET NORTHEAST OF THE NORTHEAST RIGHT OF WAY FENCE, 1 1/2 FEET
 CV0084'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CV0084'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CV0084
 CV0084                          STATION RECOVERY (2001)
 CV0084
 CV0084'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 CV0084'TELEPHONE POLES HAVE BEEN REMOVED. WHITE WITNESS POST NOT EVIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0710 ***********************************************************************
 CU0710  DESIGNATION -  T 1128
 CU0710  PID         -  CU0710
 CU0710  STATE/COUNTY-  TX/DAWSON
 CU0710  USGS QUAD   -  TENMILE (1970)
 CU0710
 CU0710                         *CURRENT SURVEY CONTROL
 CU0710  ___________________________________________________________________
 CU0710* NAD 83(1986)-  32 36 38.     (N)    101 59 43.     (W)     SCALED    
 CU0710* NAVD 88     -       898.088  (meters)    2946.48   (feet)  ADJUSTED  
 CU0710  ___________________________________________________________________
 CU0710  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CU0710  DYNAMIC HT  -         896.885 (meters)    2942.53  (feet)  COMP
 CU0710  MODELED GRAV-     979,268.4   (mgal)                       NAVD 88
 CU0710
 CU0710  VERT ORDER  -  SECOND    CLASS 0
 CU0710
 CU0710.The horizontal coordinates were scaled from a topographic map and have
 CU0710.an estimated accuracy of +/- 6 seconds.
 CU0710
 CU0710.The orthometric height was determined by differential leveling
 CU0710.and adjusted by the National Geodetic Survey in June 1991..
 CU0710
 CU0710.The geoid height was determined by GEOID03.
 CU0710
 CU0710.The dynamic height is computed by dividing the NAVD 88
 CU0710.geopotential number by the normal gravity value computed on the
 CU0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0710.degrees latitude (g = 980.6199 gals.).
 CU0710
 CU0710.The modeled gravity was interpolated from observed gravity values.
 CU0710
 CU0710;                    North         East    Units  Estimated Accuracy
 CU0710;SPC TXNC     - 2,110,130.      272,020.      MT  (+/- 180 meters Scaled)
 CU0710
 CU0710                          SUPERSEDED SURVEY CONTROL
 CU0710
 CU0710  NGVD 29 (??/??/92)  897.764  (m)         2945.41   (f) ADJ UNCH    2 0
 CU0710
 CU0710.Superseded values are not recommended for survey control.
 CU0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0710.See file dsdata.txt to determine how the superseded data were derived.
 CU0710
 CU0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB189120(NAD 83)
 CU0710_MARKER: DB = BENCH MARK DISK
 CU0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0710_STAMPING: T 1128 1958
 CU0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0710+STABILITY: SURFACE MOTION
 CU0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0710+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 CU0710
 CU0710  HISTORY     - Date     Condition        Report By
 CU0710  HISTORY     - 1958     MONUMENTED       CGS
 CU0710  HISTORY     - 20030207 GOOD             TXDOT
 CU0710
 CU0710                          STATION DESCRIPTION
 CU0710
 CU0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CU0710'9.35 MI SW FROM LAMESA.
 CU0710'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CU0710'AT LAMESA, THENCE 8.85 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 36
 CU0710'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTHEAST OF
 CU0710'THE CENTER LINE OF A DIRT ROAD, 38 FEET NORTHWEST OF THE CENTER OF THE
 CU0710'CROSSING OF THE DIRT ROAD, 13 FEET NORTH OF A POWER POLE, 2 FEET SOUTH
 CU0710'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN
 CU0710'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CU0710
 CU0710                          STATION RECOVERY (2003)
 CU0710
 CU0710'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CU0710'BENCHMARK IS AT THE NORTH WEST CORNER OF INTERSECTION OF DAWSON COUNTY
 CU0710'ROAD 26 AND STATE HIGHWAY 349
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1318 ***********************************************************************
 FL1318  DESIGNATION -  T 1129
 FL1318  PID         -  FL1318
 FL1318  STATE/COUNTY-  TX/CARSON
 FL1318  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1318
 FL1318                         *CURRENT SURVEY CONTROL
 FL1318  ___________________________________________________________________
 FL1318* NAD 83(1986)-  35 18 40.     (N)    101 33 07.     (W)     SCALED    
 FL1318* NAVD 88     -      1079.694  (meters)    3542.30   (feet)  ADJUSTED  
 FL1318  ___________________________________________________________________
 FL1318  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1318  DYNAMIC HT  -        1078.413 (meters)    3538.09  (feet)  COMP
 FL1318  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 FL1318
 FL1318  VERT ORDER  -  SECOND    CLASS II
 FL1318
 FL1318.The horizontal coordinates were scaled from a topographic map and have
 FL1318.an estimated accuracy of +/- 6 seconds.
 FL1318
 FL1318.The orthometric height was determined by differential leveling
 FL1318.and adjusted by the National Geodetic Survey in June 1991..
 FL1318
 FL1318.The geoid height was determined by GEOID03.
 FL1318
 FL1318.The dynamic height is computed by dividing the NAVD 88
 FL1318.geopotential number by the normal gravity value computed on the
 FL1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1318.degrees latitude (g = 980.6199 gals.).
 FL1318
 FL1318.The modeled gravity was interpolated from observed gravity values.
 FL1318
 FL1318;                    North         East    Units  Estimated Accuracy
 FL1318;SPC TX N     - 1,145,450.      195,280.      MT  (+/- 180 meters Scaled)
 FL1318
 FL1318                          SUPERSEDED SURVEY CONTROL
 FL1318
 FL1318  NGVD 29 (??/??/92) 1079.191  (m)         3540.65   (f) ADJ UNCH    2 2
 FL1318
 FL1318.Superseded values are not recommended for survey control.
 FL1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1318.See file dsdata.txt to determine how the superseded data were derived.
 FL1318
 FL1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE679105(NAD 83)
 FL1318_MARKER: DB = BENCH MARK DISK
 FL1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1318_STAMPING: T 1129 1974
 FL1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1318+STABILITY: SURFACE MOTION
 FL1318
 FL1318  HISTORY     - Date     Condition        Report By
 FL1318  HISTORY     - 1974     MONUMENTED       NGS
 FL1318
 FL1318                          STATION DESCRIPTION
 FL1318
 FL1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1318'10.5 MI WNW FROM PANHANDLE.
 FL1318'FROM THE ATOMIC ENERGY COMMISSION PAN-TEX PLANT ADMINISTRATION
 FL1318'BUILDING NO. 1236, GO SOUTH ON WASHINGTON DR. FOR 0.25 MILE TO THE T
 FL1318'INTERSECTION OF LAFAYETTE DR., TURN RIGHT AND GO WEST ON LAFAYETTE DR.
 FL1318'FOR 0.45 MILE TO THE T INTERSECTION OF S. 13 TH STREET.  TURN LEFT AND
 FL1318'GO SOUTH ON S. 13TH STREET FOR 0.5 MILE TO THE T INTERSECTION OF
 FL1318'PERSHING DR., TURN LEFT AND GO EASTERLY ON PERSHING DR. FOR 0.3 MILE
 FL1318'TO GUARD-GATE, AFTER PASSING THROUGH GUARD-GATE, BEAR RIGHT AND FOLLOW
 FL1318'MAIN TRAVEL ROAD EASTERLY AND THEN NORTHERLY ALONG THE EAST SIDE OF
 FL1318'PLANT BUILDINGS FOR 0.8 MILE TO MARK ON THE LEFT, AT FIRE-HYDRANT.
 FL1318'STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 FL1318'THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED T 1129 1974. IT IS 43 FEET
 FL1318'WEST OF THE CENTER OF ROAD, 8.3 FEET EAST OF THE FIRE-HYDRANT, ABOUT
 FL1318'50 PACES EAST OF VALVE-BOX 12-10-V-1 AND ABOUT 150 FEET EAST OF RAMP
 FL1318'12-R-10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0401 ***********************************************************************
 EM0401  DESIGNATION -  T 113
 EM0401  PID         -  EM0401
 EM0401  STATE/COUNTY-  TX/HARDEMAN
 EM0401  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0401
 EM0401                         *CURRENT SURVEY CONTROL
 EM0401  ___________________________________________________________________
 EM0401* NAD 83(1986)-  34 09 23.     (N)    099 36 17.     (W)     SCALED    
 EM0401* NAVD 88     -       458.680  (meters)    1504.85   (feet)  ADJUSTED  
 EM0401  ___________________________________________________________________
 EM0401  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 EM0401  DYNAMIC HT  -         458.159 (meters)    1503.14  (feet)  COMP
 EM0401  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 EM0401
 EM0401  VERT ORDER  -  FIRST     CLASS II
 EM0401
 EM0401.The horizontal coordinates were scaled from a topographic map and have
 EM0401.an estimated accuracy of +/- 6 seconds.
 EM0401
 EM0401.The orthometric height was determined by differential leveling
 EM0401.and adjusted by the National Geodetic Survey in June 1991..
 EM0401
 EM0401.The geoid height was determined by GEOID03.
 EM0401
 EM0401.The dynamic height is computed by dividing the NAVD 88
 EM0401.geopotential number by the normal gravity value computed on the
 EM0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0401.degrees latitude (g = 980.6199 gals.).
 EM0401
 EM0401.The modeled gravity was interpolated from observed gravity values.
 EM0401
 EM0401;                    North         East    Units  Estimated Accuracy
 EM0401;SPC TXNC     - 2,276,640.      498,120.      MT  (+/- 180 meters Scaled)
 EM0401
 EM0401                          SUPERSEDED SURVEY CONTROL
 EM0401
 EM0401  NGVD 29 (??/??/92)  458.511  (m)         1504.30   (f) ADJ UNCH    1 2
 EM0401
 EM0401.Superseded values are not recommended for survey control.
 EM0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0401.See file dsdata.txt to determine how the superseded data were derived.
 EM0401
 EM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC442796(NAD 83)
 EM0401_MARKER: DB = BENCH MARK DISK
 EM0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0401_STAMPING: 1504.298 T 113 1933
 EM0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0401+STABILITY: SURFACE MOTION
 EM0401
 EM0401  HISTORY     - Date     Condition        Report By
 EM0401  HISTORY     - 1933     MONUMENTED       CGS
 EM0401  HISTORY     - 1958     GOOD             NGS
 EM0401  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0401
 EM0401                          STATION DESCRIPTION
 EM0401
 EM0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0401'2.2 MI S FROM MEDICINE MOUND.
 EM0401'2.2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0401'MOUND, HARDEMAN COUNTY, AT MILEAGE 506.6, 0.3 MILE NORTH OF A ROAD
 EM0401'CROSSING, AND 42 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A
 EM0401'STANDARD DISK, STAMPED 1504.298 T 133 1933 AND SET IN THE TOP OF A
 EM0401'CONCRETE POST.
 EM0401
 EM0401                          STATION RECOVERY (1979)
 EM0401
 EM0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1109 ***********************************************************************
 FL1109  DESIGNATION -  T 1131
 FL1109  PID         -  FL1109
 FL1109  STATE/COUNTY-  TX/RANDALL
 FL1109  USGS QUAD   -  THE PALISADES (1973)
 FL1109
 FL1109                         *CURRENT SURVEY CONTROL
 FL1109  ___________________________________________________________________
 FL1109* NAD 83(1986)-  35 06 02.     (N)    101 51 56.     (W)     SCALED    
 FL1109* NAVD 88     -      1110.118  (meters)    3642.11   (feet)  ADJUSTED  
 FL1109  ___________________________________________________________________
 FL1109  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FL1109  DYNAMIC HT  -        1108.785 (meters)    3637.74  (feet)  COMP
 FL1109  MODELED GRAV-     979,395.7   (mgal)                       NAVD 88
 FL1109
 FL1109  VERT ORDER  -  FIRST     CLASS II
 FL1109
 FL1109.The horizontal coordinates were scaled from a topographic map and have
 FL1109.an estimated accuracy of +/- 6 seconds.
 FL1109
 FL1109.The orthometric height was determined by differential leveling
 FL1109.and adjusted by the National Geodetic Survey in June 1991..
 FL1109
 FL1109.The geoid height was determined by GEOID03.
 FL1109
 FL1109.The dynamic height is computed by dividing the NAVD 88
 FL1109.geopotential number by the normal gravity value computed on the
 FL1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1109.degrees latitude (g = 980.6199 gals.).
 FL1109
 FL1109.The modeled gravity was interpolated from observed gravity values.
 FL1109
 FL1109;                    North         East    Units  Estimated Accuracy
 FL1109;SPC TX N     - 1,122,150.      166,670.      MT  (+/- 180 meters Scaled)
 FL1109
 FL1109                          SUPERSEDED SURVEY CONTROL
 FL1109
 FL1109  NGVD 29 (??/??/92) 1109.618  (m)         3640.47   (f) ADJ UNCH    1 2
 FL1109
 FL1109.Superseded values are not recommended for survey control.
 FL1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1109.See file dsdata.txt to determine how the superseded data were derived.
 FL1109
 FL1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD387879(NAD 83)
 FL1109_MARKER: DB = BENCH MARK DISK
 FL1109_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FL1109_SP_SET: 24 FT.
 FL1109_STAMPING: T 1131 1958
 FL1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1109
 FL1109  HISTORY     - Date     Condition        Report By
 FL1109  HISTORY     - 1958     MONUMENTED       CGS
 FL1109  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1109
 FL1109                          STATION DESCRIPTION
 FL1109
 FL1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1109'7.8 MI S FROM AMARILLO.
 FL1109'ABOUT 7.8 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1109'THE STATION AT AMARILLO, 6 TELEPHONE POLES NORTH OF MILE POST 561, 1
 FL1109'TELEPHONE POLE NORTH OF A ROAD CROSSING, 89 1/2 FEET EAST OF THE NEAR
 FL1109'RAIL OF THE MAIN TRACK, 7 FEET WEST OF A FENCE, 2 FEET WEST OF A METAL
 FL1109'WITNESS POST, ABOUT 3 FEET BELOW THE TRACK, AND ON THE TOP OF A
 FL1109'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 24 FEET AND
 FL1109'IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 FL1109
 FL1109                          STATION RECOVERY (1984)
 FL1109
 FL1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1368 ***********************************************************************
 AW1368  DESIGNATION -  T 1134
 AW1368  PID         -  AW1368
 AW1368  STATE/COUNTY-  TX/GALVESTON
 AW1368  USGS QUAD   -  CAPLEN (1994)
 AW1368
 AW1368                         *CURRENT SURVEY CONTROL
 AW1368  ___________________________________________________________________
 AW1368* NAD 83(1986)-  29 29 19.     (N)    094 33 11.     (W)     SCALED    
 AW1368* NAVD 88     -         2.30   (+/-2cm)       7.5    (feet)  VERTCON   
 AW1368  ___________________________________________________________________
 AW1368  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1368
 AW1368  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1368
 AW1368.The horizontal coordinates were scaled from a topographic map and have
 AW1368.an estimated accuracy of +/- 6 seconds.
 AW1368
 AW1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1368.The vertical order pertains to the NGVD 29 superseded value.
 AW1368
 AW1368.The geoid height was determined by GEOID03.
 AW1368
 AW1368;                    North         East    Units  Estimated Accuracy
 AW1368;SPC TXSC     - 4,191,650.    1,031,090.      MT  (+/- 180 meters Scaled)
 AW1368
 AW1368                          SUPERSEDED SURVEY CONTROL
 AW1368
 AW1368  NGVD 29 (??/??/92)    2.302  (m)            7.55   (f) ADJ UNCH    1 2
 AW1368
 AW1368.Superseded values are not recommended for survey control.
 AW1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1368.See file dsdata.txt to determine how the superseded data were derived.
 AW1368
 AW1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN494631(NAD 83)
 AW1368_MARKER: DB = BENCH MARK DISK
 AW1368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1368_SP_SET: 40 FT.
 AW1368_STAMPING: T 1134 1958
 AW1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1368
 AW1368  HISTORY     - Date     Condition        Report By
 AW1368  HISTORY     - 1958     MONUMENTED       CGS
 AW1368  HISTORY     - 1978     GOOD             NGS
 AW1368  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1368  HISTORY     - 1990     GOOD             USPSQD
 AW1368  HISTORY     - 19990902 MARK NOT FOUND   USPSQD
 AW1368  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1368  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1368
 AW1368                          STATION DESCRIPTION
 AW1368
 AW1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1368'4.35 MI SW FROM GILCHRIST.
 AW1368'ABOUT 4.35 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1368'AT GILCHRIST, 76 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4
 AW1368'1/2 FEET NORTHEAST OF THE WEST CORNER OF A FENCE AROUND 5 OIL TANKS, 1
 AW1368'FOOT NORTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A CONCRETE WITNESS
 AW1368'POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 AW1368'COPPER COATED ROD DRIVEN TO A DEPTH OF 40 FEET AND ENCASED IN A 6-INCH
 AW1368'TILE PROJECTING 4 INCHES.
 AW1368
 AW1368                          STATION RECOVERY (1978)
 AW1368
 AW1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1368'ADD=171 FEET SOUTH OF POWER POLE NUMBER 175 245, 84 FEET NORTH OF
 AW1368'POWER POLE NUMBER  175 246.
 AW1368'DELETE=4.5 FEET NORTHEAST OF WEST CORNER OF A FENCE AROUND 5 OIL
 AW1368'TANKS, 1.0 FOOT NORTHWEST OF A FENCE.
 AW1368
 AW1368                          STATION RECOVERY (1987)
 AW1368
 AW1368'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1368'MARK NOT FOUND.
 AW1368
 AW1368                          STATION RECOVERY (1990)
 AW1368
 AW1368'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1368'RECOVERED IN GOOD CONDITION.
 AW1368
 AW1368                          STATION RECOVERY (1999)
 AW1368
 AW1368'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1368'MARK NOT FOUND.
 AW1368
 AW1368                          STATION RECOVERY (2001)
 AW1368
 AW1368'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1368'MARK NOT FOUND.
 AW1368
 AW1368                          STATION RECOVERY (2002)
 AW1368
 AW1368'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2385 ***********************************************************************
 AW2385  DESIGNATION -  T 1135
 AW2385  PID         -  AW2385
 AW2385  STATE/COUNTY-  TX/JEFFERSON
 AW2385  USGS QUAD   -  FANNETT EAST (1964)
 AW2385
 AW2385                         *CURRENT SURVEY CONTROL
 AW2385  ___________________________________________________________________
 AW2385* NAD 83(1986)-  29 58 22.     (N)    094 12 47.     (W)     SCALED    
 AW2385* NAVD 88     -         5.86   (+/-2cm)      19.2    (feet)  VERTCON   
 AW2385  ___________________________________________________________________
 AW2385  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW2385
 AW2385  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2385
 AW2385.The horizontal coordinates were scaled from a topographic map and have
 AW2385.an estimated accuracy of +/- 6 seconds.
 AW2385
 AW2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2385.The vertical order pertains to the NGVD 29 superseded value.
 AW2385
 AW2385.The geoid height was determined by GEOID03.
 AW2385
 AW2385;                    North         East    Units  Estimated Accuracy
 AW2385;SPC TXSC     - 4,246,570.    1,061,840.      MT  (+/- 180 meters Scaled)
 AW2385
 AW2385                          SUPERSEDED SURVEY CONTROL
 AW2385
 AW2385  NGVD 29 (??/??/92)    5.871  (m)           19.26   (f) ADJ UNCH    1 2
 AW2385
 AW2385.Superseded values are not recommended for survey control.
 AW2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2385.See file dsdata.txt to determine how the superseded data were derived.
 AW2385
 AW2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP829163(NAD 83)
 AW2385_MARKER: DB = BENCH MARK DISK
 AW2385_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2385_SP_SET: 48 FT.
 AW2385_STAMPING: T 1135 1958
 AW2385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2385
 AW2385  HISTORY     - Date     Condition        Report By
 AW2385  HISTORY     - 1958     MONUMENTED       CGS
 AW2385  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2385  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AW2385  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2385  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2385
 AW2385                          STATION DESCRIPTION
 AW2385
 AW2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2385'1.2 MI SW FROM CHEEK.
 AW2385'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE SCHOOLHOUSE
 AW2385'AT CHEEK, 48 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 68
 AW2385'FEET NORTHEAST OF A POWER POLE, 9 FEET NORTHEAST OF THE CENTER LINE OF
 AW2385'A GATE AND PRIVATE DRIVEWAY LEADING INTO A FIELD, 1 FOOT NORTHWEST OF
 AW2385'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF
 AW2385'A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND IS
 AW2385'ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 AW2385
 AW2385                          STATION RECOVERY (1987)
 AW2385
 AW2385'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2385'MARK NOT FOUND.
 AW2385
 AW2385                          STATION RECOVERY (1993)
 AW2385
 AW2385'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 AW2385'MARK NOT FOUND.
 AW2385
 AW2385                          STATION RECOVERY (2001)
 AW2385
 AW2385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2385'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2385
 AW2385                          STATION RECOVERY (2004)
 AW2385
 AW2385'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1426 ***********************************************************************
 AW1426  DESIGNATION -  T 1136
 AW1426  PID         -  AW1426
 AW1426  STATE/COUNTY-  TX/CHAMBERS
 AW1426  USGS QUAD   -  OAK ISLAND (1994)
 AW1426
 AW1426                         *CURRENT SURVEY CONTROL
 AW1426  ___________________________________________________________________
 AW1426* NAD 83(1986)-  29 38 51.     (N)    094 38 25.     (W)     SCALED    
 AW1426* NAVD 88     -         3.94   (+/-2cm)      12.9    (feet)  VERTCON   
 AW1426  ___________________________________________________________________
 AW1426  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1426
 AW1426  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1426
 AW1426.The horizontal coordinates were scaled from a topographic map and have
 AW1426.an estimated accuracy of +/- 6 seconds.
 AW1426
 AW1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1426.The vertical order pertains to the NGVD 29 superseded value.
 AW1426
 AW1426.The geoid height was determined by GEOID03.
 AW1426
 AW1426;                    North         East    Units  Estimated Accuracy
 AW1426;SPC TXSC     - 4,208,930.    1,021,980.      MT  (+/- 180 meters Scaled)
 AW1426
 AW1426                          SUPERSEDED SURVEY CONTROL
 AW1426
 AW1426  NGVD 29 (??/??/92)    3.946  (m)           12.95   (f) ADJ UNCH    1 2
 AW1426
 AW1426.Superseded values are not recommended for survey control.
 AW1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1426.See file dsdata.txt to determine how the superseded data were derived.
 AW1426
 AW1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN412808(NAD 83)
 AW1426_MARKER: DB = BENCH MARK DISK
 AW1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1426_STAMPING: T 1136 1959
 AW1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1426+STABILITY: SURFACE MOTION
 AW1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1426+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1426
 AW1426  HISTORY     - Date     Condition        Report By
 AW1426  HISTORY     - 1959     MONUMENTED       CGS
 AW1426  HISTORY     - 1973     GOOD             NGS
 AW1426  HISTORY     - 1978     GOOD             NGS
 AW1426  HISTORY     - 1990     GOOD             USPSQD
 AW1426  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW1426  HISTORY     - 19960923 GOOD             USPSQD
 AW1426  HISTORY     - 20010331 GOOD             NGS
 AW1426  HISTORY     - 20040308 GOOD             USPSQD
 AW1426  HISTORY     - 20050314 GOOD             USPSQD
 AW1426
 AW1426                          STATION DESCRIPTION
 AW1426
 AW1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1426'11.8 MI NE FROM SMITH POINT.
 AW1426'ABOUT 11.8 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1426'GROCERY STORE AT SMITH POINT, ABOUT 13.55 MILES SOUTHWEST OF THE
 AW1426'JUNCTION OF STATE HIGHWAY 61 AND FARM ROAD 563 AT ANAHUAC, AT THE
 AW1426'ENTRANCE TO THE ROY DAWSON RANCH, 49 FEET SOUTHEAST OF THE CENTER LINE
 AW1426'OF THE ROAD, 17 FEET NORTHEAST OF THE CENTER OF AN IRON GUARD, 0.3
 AW1426'FOOT NORTHWEST OF A BOARD FENCE, UNDER A THORNY TREE, 1.2 FEET
 AW1426'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 AW1426'IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 AW1426
 AW1426                          STATION RECOVERY (1978)
 AW1426
 AW1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1426'RECOVERED IN GOOD CONDITION.
 AW1426
 AW1426                          STATION RECOVERY (1990)
 AW1426
 AW1426'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AW1426'RECOVERED IN GOOD CONDITION.
 AW1426
 AW1426                          STATION RECOVERY (1991)
 AW1426
 AW1426'RECOVERY NOTE BY US POWER SQUADRON 1991 (GB)
 AW1426'MARK NOT FOUND.
 AW1426
 AW1426                          STATION RECOVERY (1996)
 AW1426
 AW1426'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1426'RECOVERED IN GOOD CONDITION.
 AW1426
 AW1426                          STATION RECOVERY (2001)
 AW1426
 AW1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1426'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1426
 AW1426                          STATION RECOVERY (2004)
 AW1426
 AW1426'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1426'GO TO N29 38 51.2 W094 38 23.6
 AW1426
 AW1426                          STATION RECOVERY (2005)
 AW1426
 AW1426'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0514 ***********************************************************************
 AW0514  DESIGNATION -  T 1137
 AW0514  PID         -  AW0514
 AW0514  STATE/COUNTY-  TX/GALVESTON
 AW0514  USGS QUAD   -  GALVESTON (1994)
 AW0514
 AW0514                         *CURRENT SURVEY CONTROL
 AW0514  ___________________________________________________________________
 AW0514* NAD 83(1986)-  29 18 47.     (N)    094 48 59.     (W)     SCALED    
 AW0514* NAVD 88     -         3.75   (+/-2cm)      12.3    (feet)  VERTCON   
 AW0514  ___________________________________________________________________
 AW0514  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0514
 AW0514  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0514
 AW0514.The horizontal coordinates were scaled from a topographic map and have
 AW0514.an estimated accuracy of +/- 6 seconds.
 AW0514
 AW0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0514.The vertical order pertains to the NGVD 29 superseded value.
 AW0514
 AW0514.The geoid height was determined by GEOID03.
 AW0514
 AW0514;                    North         East    Units  Estimated Accuracy
 AW0514;SPC TXSC     - 4,171,260.    1,006,270.      MT  (+/- 180 meters Scaled)
 AW0514
 AW0514                          SUPERSEDED SURVEY CONTROL
 AW0514
 AW0514  NGVD 29 (??/??/92)    3.745  (m)           12.29   (f) ADJ UNCH    1 2
 AW0514
 AW0514.Superseded values are not recommended for survey control.
 AW0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0514.See file dsdata.txt to determine how the superseded data were derived.
 AW0514
 AW0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN236440(NAD 83)
 AW0514_MARKER: DB = BENCH MARK DISK
 AW0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0514_STAMPING: T 1137 1958
 AW0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0514+STABILITY: SURFACE MOTION
 AW0514
 AW0514  HISTORY     - Date     Condition        Report By
 AW0514  HISTORY     - 1958     MONUMENTED       CGS
 AW0514  HISTORY     - 1964     GOOD             NGS
 AW0514  HISTORY     - 1971     POOR             LOCENG
 AW0514  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0514  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0514  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW0514  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW0514
 AW0514                          STATION DESCRIPTION
 AW0514
 AW0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0514'3.6 MI W FROM GALVESTON.
 AW0514'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0514'RAILWAY FROM UNION STATION AT GALVESTON, THENCE 1.3 MILES NORTHEAST
 AW0514'ALONG 51ST STREET AND THE PELICAN ISLAND CAUSEWAY, THENCE 0.4 MILE
 AW0514'EAST ALONG A SHELL ROAD LEADING TO THE TODD SHIPYARD, 260 FEET SOUTH
 AW0514'OF THE CENTER LINE OF THE ROAD, 264 FEET NORTHWEST OF A HOPPER FOR
 AW0514'READY-MIX CONCRETE, 225 FEET NORTH OF THE SOUTH SHORE OF PELICAN
 AW0514'ISLAND, 139 1/2 FEET NORTHEAST OF A FIRE HYDRANT, 1.7 FEET EAST OF A
 AW0514'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 AW0514'A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- MONUMENT WAS HIT
 AW0514'RECENTLY BY A CONTRACTORS MACHINE.  CONCRETE WAS CHIPPED OFF THE TOP
 AW0514'OF THE MONUMENT AND THE BRONZE CAP IS LOOSE IN THE MONUMENT.
 AW0514
 AW0514                          STATION RECOVERY (1971)
 AW0514
 AW0514'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 AW0514'MARK RECOVERED IN POOR CONDITION.
 AW0514
 AW0514                          STATION RECOVERY (1978)
 AW0514
 AW0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0514'NOT RECOVERED.
 AW0514
 AW0514                          STATION RECOVERY (1999)
 AW0514
 AW0514'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0514'MARK NOT FOUND.
 AW0514
 AW0514                          STATION RECOVERY (2003)
 AW0514
 AW0514'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0514'MARK NOT FOUND.
 AW0514
 AW0514                          STATION RECOVERY (2004)
 AW0514
 AW0514'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1286 ***********************************************************************
 AW1286  DESIGNATION -  T 1138
 AW1286  PID         -  AW1286
 AW1286  STATE/COUNTY-  TX/HARRIS
 AW1286  USGS QUAD   -  PASADENA (1995)
 AW1286
 AW1286                         *CURRENT SURVEY CONTROL
 AW1286  ___________________________________________________________________
 AW1286* NAD 83(1986)-  29 39 48.     (N)    095 07 58.     (W)     SCALED    
 AW1286* NAVD 88     -         9.15   (+/-2cm)      30.0    (feet)  VERTCON   
 AW1286  ___________________________________________________________________
 AW1286  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1286
 AW1286  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1286
 AW1286.The horizontal coordinates were scaled from a topographic map and have
 AW1286.an estimated accuracy of +/- 6 seconds.
 AW1286
 AW1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1286.The vertical order pertains to the NGVD 29 superseded value.
 AW1286
 AW1286.The geoid height was determined by GEOID03.
 AW1286
 AW1286;                    North         East    Units  Estimated Accuracy
 AW1286;SPC TXSC     - 4,209,000.      974,270.      MT  (+/- 180 meters Scaled)
 AW1286
 AW1286                          SUPERSEDED SURVEY CONTROL
 AW1286
 AW1286  NGVD 29 (??/??/92)    9.152  (m)           30.03   (f) ADJ UNCH    1 2
 AW1286
 AW1286.Superseded values are not recommended for survey control.
 AW1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1286.See file dsdata.txt to determine how the superseded data were derived.
 AW1286
 AW1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN935833(NAD 83)
 AW1286_MARKER: DB = BENCH MARK DISK
 AW1286_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1286_SP_SET: 40 FT.
 AW1286_STAMPING: T 1138 1958
 AW1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1286
 AW1286  HISTORY     - Date     Condition        Report By
 AW1286  HISTORY     - 1958     MONUMENTED       CGS
 AW1286  HISTORY     - 1964     GOOD             NGS
 AW1286  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1286  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1988     GOOD             USPSQD
 AW1286  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 19910202 MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1286  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1286
 AW1286                          STATION DESCRIPTION
 AW1286
 AW1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1286'6.1 MI E FROM DUMONT (SOUTH HOUSTON).
 AW1286'ABOUT 6.1 MILES EAST ALONG SPENCER HIGHWAY FROM THE GALVESTON, HOUSTON
 AW1286'AND HENDERSON RAILROAD STATION AT DUMONT, AT THE INTERSECTION OF THE
 AW1286'RED BLUFF ROAD, 50 FEET SOUTH OF THE CENTER LINE OF SPENCER HIGHWAY,
 AW1286'47 FEET WEST OF THE CENTER LINE OF RED BLUFF ROAD, 16 FEET NORTHWEST
 AW1286'OF A STEEL POLE SUPPORTING A SIGNAL LIGHT, 4 FEET WEST OF A TELEPHONE
 AW1286'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND ON THE TOP OF A
 AW1286'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 40 FEET AND
 AW1286'IS ENCASED IN A 4-INCH TILE PROJECTING 5 INCHES.
 AW1286
 AW1286                          STATION RECOVERY (1964)
 AW1286
 AW1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1286'RECOVERED IN GOOD CONDITION.
 AW1286
 AW1286                          STATION RECOVERY (1978)
 AW1286
 AW1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1286'NOT RECOVERED.
 AW1286
 AW1286                          STATION RECOVERY (1987)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1987)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1987)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1987)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1988)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1988)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1988)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1988)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBG)
 AW1286'RECOVERED IN GOOD CONDITION.
 AW1286
 AW1286                          STATION RECOVERY (1988)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1988)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1988)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1988)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1989)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1989)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1989)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1989)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1991)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (1998)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (2002)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 AW1286'MARK NOT FOUND.
 AW1286
 AW1286                          STATION RECOVERY (2002)
 AW1286
 AW1286'RECOVERY NOTE BY US POWER SQUADRON 2002 (PM)
 AW1286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0412 ***********************************************************************
 BL0412  DESIGNATION -  T 1139
 BL0412  PID         -  BL0412
 BL0412  STATE/COUNTY-  TX/LIBERTY
 BL0412  USGS QUAD   -  DAISETTA (1984)
 BL0412
 BL0412                         *CURRENT SURVEY CONTROL
 BL0412  ___________________________________________________________________
 BL0412* NAD 83(1986)-  30 02 25.     (N)    094 39 25.     (W)     SCALED    
 BL0412* NAVD 88     -        18.63   (+/-2cm)      61.1    (feet)  VERTCON   
 BL0412  ___________________________________________________________________
 BL0412  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0412
 BL0412  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0412
 BL0412.The horizontal coordinates were scaled from a topographic map and have
 BL0412.an estimated accuracy of +/- 6 seconds.
 BL0412
 BL0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0412.The vertical order pertains to the NGVD 29 superseded value.
 BL0412
 BL0412.The geoid height was determined by GEOID03.
 BL0412
 BL0412;                    North         East    Units  Estimated Accuracy
 BL0412;SPC TX C     - 3,055,380.    1,247,250.      MT  (+/- 180 meters Scaled)
 BL0412
 BL0412                          SUPERSEDED SURVEY CONTROL
 BL0412
 BL0412  NGVD 29 (??/??/92)   18.637  (m)           61.14   (f) ADJ UNCH    1 1
 BL0412
 BL0412.Superseded values are not recommended for survey control.
 BL0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0412.See file dsdata.txt to determine how the superseded data were derived.
 BL0412
 BL0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP402244(NAD 83)
 BL0412_MARKER: DB = BENCH MARK DISK
 BL0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0412_SP_SET: 48 FT.
 BL0412_STAMPING: T 1139 1959
 BL0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0412
 BL0412  HISTORY     - Date     Condition        Report By
 BL0412  HISTORY     - 1959     MONUMENTED       CGS
 BL0412  HISTORY     - 1972     GOOD             NGS
 BL0412  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0412  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0412  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0412
 BL0412                          STATION DESCRIPTION
 BL0412
 BL0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0412'0.95 MI E FROM RAYWOOD.
 BL0412'ABOUT 0.95 MILE EAST ALONG US HIGHWAY 90 FROM THE POST OFFICE THENCE
 BL0412'ABOUT 0.15 MILE EAST OF A 15-FOOT CONCRETE BRIDGE OVER A DITCH ABOUT
 BL0412'0.15 MILE WEST OF THE JUNCTION OF A BLACKTOP ROAD LEADING TO THE
 BL0412'NORTH, 188.5 FEET WEST OF A LONE 10-INCH ELM TREE THAT IS ON THE
 BL0412'HIGHWAY RIGHT OF WAY, 67.3 FEET NORTH OF THE CENTER LINE OF THE
 BL0412'HIGHWAY, 80.2 FEET NORTHEAST OF A 2-INCH METAL PIPE WHICH SUPPORTS A
 BL0412'US HIGHWAY 90 SIGN, 1.5 FEET NORTH OF A METAL WITNESS POST, AND IS A
 BL0412'DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD FLUSH WITH THE
 BL0412'GROUND AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.4 FOOT.
 BL0412'THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 BL0412
 BL0412                          STATION RECOVERY (1987)
 BL0412
 BL0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0412'NOT RECOVERED.
 BL0412
 BL0412                          STATION RECOVERY (1988)
 BL0412
 BL0412'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0412'MARK NOT FOUND.
 BL0412
 BL0412                          STATION RECOVERY (1995)
 BL0412
 BL0412'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3120 ***********************************************************************
 AW3120  DESIGNATION -  T 1140
 AW3120  PID         -  AW3120
 AW3120  STATE/COUNTY-  TX/LIBERTY
 AW3120  USGS QUAD   -  WHITES BAYOU (1994)
 AW3120
 AW3120                         *CURRENT SURVEY CONTROL
 AW3120  ___________________________________________________________________
 AW3120* NAD 83(1986)-  29 58 00.     (N)    094 35 44.     (W)     SCALED    
 AW3120* NAVD 88     -        15.58   (+/-2cm)      51.1    (feet)  VERTCON   
 AW3120  ___________________________________________________________________
 AW3120  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW3120
 AW3120  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3120
 AW3120.The horizontal coordinates were scaled from a topographic map and have
 AW3120.an estimated accuracy of +/- 6 seconds.
 AW3120
 AW3120.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3120.The vertical order pertains to the NGVD 29 superseded value.
 AW3120
 AW3120.The geoid height was determined by GEOID03.
 AW3120
 AW3120;                    North         East    Units  Estimated Accuracy
 AW3120;SPC TX C     - 3,047,540.    1,253,580.      MT  (+/- 180 meters Scaled)
 AW3120
 AW3120                          SUPERSEDED SURVEY CONTROL
 AW3120
 AW3120  NGVD 29 (??/??/92)   15.586  (m)           51.14   (f) ADJ UNCH    1 2
 AW3120
 AW3120.Superseded values are not recommended for survey control.
 AW3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3120.See file dsdata.txt to determine how the superseded data were derived.
 AW3120
 AW3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP460161(NAD 83)
 AW3120_MARKER: DB = BENCH MARK DISK
 AW3120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3120_SP_SET: BRIDGE
 AW3120_STAMPING: T 1140 1959
 AW3120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3120+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3120
 AW3120  HISTORY     - Date     Condition        Report By
 AW3120  HISTORY     - 1959     MONUMENTED       CGS
 AW3120  HISTORY     - 1973     GOOD             NGS
 AW3120  HISTORY     - 20060121 GOOD             USPSQD
 AW3120
 AW3120                          STATION DESCRIPTION
 AW3120
 AW3120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3120'4.4 MI S FROM DEVERS.
 AW3120'ABOUT 4.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE JUNCTION OF US
 AW3120'HIGHWAY 90 AT DEVERS, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AW3120'SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 7-CHANNEL
 AW3120'CONCRETE BRIDGE OVER AN IRRIGATION CANAL, 27 FEET SOUTH OF THE CENTER
 AW3120'LINE OF A DIRT ROAD LEADING EAST, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 AW3120'OF THE HIGHWAY.
 AW3120
 AW3120                          STATION RECOVERY (2006)
 AW3120
 AW3120'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3120'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0204 ***********************************************************************
 AH0204  DESIGNATION -  T 1141
 AH0204  PID         -  AH0204
 AH0204  STATE/COUNTY-  TX/SAN PATRICIO
 AH0204  USGS QUAD   -  GREGORY (1975)
 AH0204
 AH0204                         *CURRENT SURVEY CONTROL
 AH0204  ___________________________________________________________________
 AH0204* NAD 83(1986)-  27 57 27.     (N)    097 21 27.     (W)     SCALED    
 AH0204* NAVD 88     -        12.341  (meters)      40.49   (feet)  ADJUSTED  
 AH0204  ___________________________________________________________________
 AH0204  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AH0204  DYNAMIC HT  -          12.323 (meters)      40.43  (feet)  COMP
 AH0204  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 AH0204
 AH0204  VERT ORDER  -  FIRST     CLASS II
 AH0204
 AH0204.The horizontal coordinates were scaled from a topographic map and have
 AH0204.an estimated accuracy of +/- 6 seconds.
 AH0204
 AH0204.The orthometric height was determined by differential leveling
 AH0204.and adjusted by the National Geodetic Survey in June 1991..
 AH0204
 AH0204.The geoid height was determined by GEOID03.
 AH0204
 AH0204.The dynamic height is computed by dividing the NAVD 88
 AH0204.geopotential number by the normal gravity value computed on the
 AH0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0204.degrees latitude (g = 980.6199 gals.).
 AH0204
 AH0204.The modeled gravity was interpolated from observed gravity values.
 AH0204
 AH0204;                    North         East    Units  Estimated Accuracy
 AH0204;SPC TX S     - 5,254,330.      412,430.      MT  (+/- 180 meters Scaled)
 AH0204
 AH0204                          SUPERSEDED SURVEY CONTROL
 AH0204
 AH0204  NGVD 29 (??/??/92)   12.522  (m)           41.08   (f) ADJ UNCH    1 2
 AH0204
 AH0204.Superseded values are not recommended for survey control.
 AH0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0204.See file dsdata.txt to determine how the superseded data were derived.
 AH0204
 AH0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR615935(NAD 83)
 AH0204_MARKER: DB = BENCH MARK DISK
 AH0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0204_SP_SET: BLOCK
 AH0204_STAMPING: T 1141 1959
 AH0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0204
 AH0204  HISTORY     - Date     Condition        Report By
 AH0204  HISTORY     - 1959     MONUMENTED       CGS
 AH0204  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0204  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0204
 AH0204                          STATION DESCRIPTION
 AH0204
 AH0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0204'2.9 MI SE FROM TAFT.
 AH0204'ABOUT 2.9 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0204'FROM THE STATION AT TAFT, 30 FEET NORTHEAST OF THE NORTHEAST RAIL, 83
 AH0204'FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 181, IN THE TOP OF
 AH0204'A 2 FOOT SQUARE CONCRETE BLOCK AT THE EDGE OF AN ABANDONED CONCRETE
 AH0204'MOTOR MOUNT, 74 FEET EAST OF THE MOST SOUTHEASTERLY ONE OF A GROUP OF
 AH0204'6 OIL TANKS, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND ABOUT 2
 AH0204'FEET ABOVE THE GROUND.
 AH0204
 AH0204                          STATION RECOVERY (1978)
 AH0204
 AH0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0204'SEARCHED FOR NOT RECOVERED THIS DATE.
 AH0204
 AH0204                          STATION RECOVERY (1995)
 AH0204
 AH0204'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0302 ***********************************************************************
 DO0302  DESIGNATION -  T 114=1036 USGS
 DO0302  PID         -  DO0302
 DO0302  STATE/COUNTY-  TX/WICHITA
 DO0302  USGS QUAD   -  IOWA PARK (1972)
 DO0302
 DO0302                         *CURRENT SURVEY CONTROL
 DO0302  ___________________________________________________________________
 DO0302* NAD 83(1986)-  33 57 00.     (N)    098 40 07.     (W)     SCALED    
 DO0302* NAVD 88     -       316.035  (meters)    1036.86   (feet)  ADJUSTED  
 DO0302  ___________________________________________________________________
 DO0302  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DO0302  DYNAMIC HT  -         315.687 (meters)    1035.72  (feet)  COMP
 DO0302  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 DO0302
 DO0302  VERT ORDER  -  FIRST     CLASS II
 DO0302
 DO0302.The horizontal coordinates were scaled from a topographic map and have
 DO0302.an estimated accuracy of +/- 6 seconds.
 DO0302
 DO0302.The orthometric height was determined by differential leveling
 DO0302.and adjusted by the National Geodetic Survey in June 1991..
 DO0302
 DO0302.The geoid height was determined by GEOID03.
 DO0302
 DO0302.The dynamic height is computed by dividing the NAVD 88
 DO0302.geopotential number by the normal gravity value computed on the
 DO0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0302.degrees latitude (g = 980.6199 gals.).
 DO0302
 DO0302.The modeled gravity was interpolated from observed gravity values.
 DO0302
 DO0302;                    North         East    Units  Estimated Accuracy
 DO0302;SPC TXNC     - 2,253,220.      584,410.      MT  (+/- 180 meters Scaled)
 DO0302
 DO0302                          SUPERSEDED SURVEY CONTROL
 DO0302
 DO0302  NGVD 29 (??/??/92)  315.948  (m)         1036.57   (f) ADJ UNCH    1 2
 DO0302
 DO0302.Superseded values are not recommended for survey control.
 DO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0302.See file dsdata.txt to determine how the superseded data were derived.
 DO0302
 DO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC306566(NAD 83)
 DO0302_MARKER: DD = SURVEY DISK
 DO0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0302_SP_SET: WALL
 DO0302_STAMPING: 1036.573 T 114 1933
 DO0302_MARK LOGO: USGS  
 DO0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0302
 DO0302  HISTORY     - Date     Condition        Report By
 DO0302  HISTORY     - 1933     MONUMENTED       USGS
 DO0302  HISTORY     - 1957     GOOD             NGS
 DO0302  HISTORY     - 1984     GOOD             NGS
 DO0302  HISTORY     - 20010525 GOOD             USPSQD
 DO0302
 DO0302                          STATION DESCRIPTION
 DO0302
 DO0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0302'IN IOWA PARK.
 DO0302'AT IOWA PARK, WICHITA COUNTY, AT THE OVERBAY TROUTMAN STORE, 25 FEET
 DO0302'EAST OF THE SOUTHWEST CORNER OF THE STORE, IN THE SIDEWALK, AND 10
 DO0302'INCHES SOUTH OF THE SOUTH WALL.  A U.S. GEOLOGICAL SURVEY STANDARD
 DO0302'DISK, STAMPED 1036.573 T 114 1933.  NOTE-- THE STORE IS NOW KNOWN AS
 DO0302'PARK GROCERY AND VARIETY STORE.
 DO0302
 DO0302                          STATION RECOVERY (1984)
 DO0302
 DO0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0302'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN IOWA PARK,
 DO0302'AT 124 W. CASH STREET, IN THE SIDEWALK IN FRONT OF THE MCCLENDONS FEED
 DO0302'AND SEED COMPANY, 9.6 METERS (31.5 FT) EAST OF THE EAST CURB OF NORTH
 DO0302'YOSEMITE STREET, 7.7 METERS (25.3 FT) EAST OF THE SOUTHWEST CORNER OF
 DO0302'THE BUILDING, 2.9 METERS (9.5 FT) NORTH OF THE NORTH CURB OF THE
 DO0302'STREET, AND 0.2 METER (0.7 FT) SOUTH OF THE SOUTH FACE OF THE
 DO0302'BUILDING.
 DO0302'THE MARK IS 0.9 M ABOVE THE STREET.
 DO0302
 DO0302                          STATION RECOVERY (2001)
 DO0302
 DO0302'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3703 ***********************************************************************
 AW3703  DESIGNATION -  T 1142
 AW3703  PID         -  AW3703
 AW3703  STATE/COUNTY-  TX/HARRIS
 AW3703  USGS QUAD   -  PASADENA (1995)
 AW3703
 AW3703                         *CURRENT SURVEY CONTROL
 AW3703  ___________________________________________________________________
 AW3703* NAD 83(1986)-  29 43 15.     (N)    095 14 25.     (W)     SCALED    
 AW3703* NAVD 88     -         2.71   (+/-2cm)       8.9    (feet)  VERTCON   
 AW3703  ___________________________________________________________________
 AW3703  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3703
 AW3703  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3703
 AW3703.The horizontal coordinates were scaled from a topographic map and have
 AW3703.an estimated accuracy of +/- 6 seconds.
 AW3703
 AW3703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3703.The vertical order pertains to the NGVD 29 superseded value.
 AW3703
 AW3703.The geoid height was determined by GEOID03.
 AW3703
 AW3703;                    North         East    Units  Estimated Accuracy
 AW3703;SPC TXSC     - 4,215,030.      963,670.      MT  (+/- 180 meters Scaled)
 AW3703
 AW3703                          SUPERSEDED SURVEY CONTROL
 AW3703
 AW3703  NGVD 29 (??/??/92)    2.702  (m)            8.86   (f) ADJ UNCH    1 2
 AW3703
 AW3703.Superseded values are not recommended for survey control.
 AW3703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3703.See file dsdata.txt to determine how the superseded data were derived.
 AW3703
 AW3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN833899(NAD 83)
 AW3703_MARKER: DB = BENCH MARK DISK
 AW3703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3703_SP_SET: FOUNDATION
 AW3703_STAMPING: T 1142 1959
 AW3703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3703
 AW3703  HISTORY     - Date     Condition        Report By
 AW3703  HISTORY     - 1959     MONUMENTED       CGS
 AW3703  HISTORY     - 1964     GOOD             NGS
 AW3703
 AW3703                          STATION DESCRIPTION
 AW3703
 AW3703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3703'2.3 MI W FROM PASADENA.
 AW3703'ABOUT 2.3 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH END
 AW3703'OF THE WASHBURN TUNNEL AT PASADENA, ON PROPERTY BELONGING TO THE U.S.
 AW3703'GYPSUM COMPANY, 195 FEET SOUTHWEST OF THE PROPERTY LINE FENCE BETWEEN
 AW3703'THE GYPSUM COMPANY AND THE GOODPASTURE GRAIN COMPANY, 32 1/2 FEET
 AW3703'NORTH OF THE NORTHWEST CORNER OF A METAL BUILDING, 4 FEET WEST OF AN
 AW3703'ENCLOSED OVERHEAD CONVEYOR, 3 1/2 FEET SOUTH OF THE SOUTHEAST CORNER
 AW3703'OF A SMALL WIRE MESH FENCE AROUND A UNIT SUB-STATION, SET IN THE TOP
 AW3703'OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE MORE
 AW3703'WESTERLY OF TWO STEEL LEGS SUPPORTING AN OVERHEAD ROCKBELT TUBE, AND
 AW3703'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1000 ***********************************************************************
 AW1000  DESIGNATION -  T 1144
 AW1000  PID         -  AW1000
 AW1000  STATE/COUNTY-  TX/GALVESTON
 AW1000  USGS QUAD   -  ALGOA (1974)
 AW1000
 AW1000                         *CURRENT SURVEY CONTROL
 AW1000  ___________________________________________________________________
 AW1000* NAD 83(1986)-  29 29 22.     (N)    095 12 46.     (W)     SCALED    
 AW1000* NAVD 88     -         9.722  (meters)      31.90   (feet)  ADJUSTED  
 AW1000  ___________________________________________________________________
 AW1000  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1000  DYNAMIC HT  -           9.709 (meters)      31.85  (feet)  COMP
 AW1000  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 AW1000  OBS GRAVITY -     979,268.3   (mgal)                       GRAV_OBS
 AW1000
 AW1000  VERT ORDER  -  FIRST     CLASS II
 AW1000
 AW1000.The horizontal coordinates were scaled from a topographic map and have
 AW1000.an estimated accuracy of +/- 6 seconds.
 AW1000
 AW1000.The orthometric height was determined by differential leveling
 AW1000.and adjusted by the National Geodetic Survey in June 1991..
 AW1000
 AW1000.The geoid height was determined by GEOID03.
 AW1000
 AW1000.The dynamic height is computed by dividing the NAVD 88
 AW1000.geopotential number by the normal gravity value computed on the
 AW1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1000.degrees latitude (g = 980.6199 gals.).
 AW1000
 AW1000.The modeled gravity was interpolated from observed gravity values.
 AW1000.The observed gravity was obtained from relative gravimeter ties
 AW1000.to the IGSN71 gravity network.
 AW1000
 AW1000;                    North         East    Units  Estimated Accuracy
 AW1000;SPC TXSC     - 4,189,490.      967,160.      MT  (+/- 180 meters Scaled)
 AW1000
 AW1000                          SUPERSEDED SURVEY CONTROL
 AW1000
 AW1000  NGVD 29 (12/23/87)    9.719  (m)           31.89   (f) ADJUSTED    1 2
 AW1000
 AW1000.Superseded values are not recommended for survey control.
 AW1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1000.See file dsdata.txt to determine how the superseded data were derived.
 AW1000
 AW1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN854642(NAD 83)
 AW1000_MARKER: DB = BENCH MARK DISK
 AW1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1000_SP_SET: CONCRETE POST
 AW1000_STAMPING: T 1144 1959
 AW1000_MARK LOGO: CGS   
 AW1000_PROJECTION: FLUSH
 AW1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1000+STABILITY: SURFACE MOTION
 AW1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1000+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 AW1000
 AW1000  HISTORY     - Date     Condition        Report By
 AW1000  HISTORY     - 1959     MONUMENTED       CGS
 AW1000  HISTORY     - 1973     GOOD             NGS
 AW1000  HISTORY     - 1978     GOOD             NGS
 AW1000  HISTORY     - 1978     GOOD             DOD
 AW1000  HISTORY     - 1987     GOOD             USPSQD
 AW1000  HISTORY     - 1987     GOOD             NGS
 AW1000  HISTORY     - 19990306 GOOD             USPSQD
 AW1000  HISTORY     - 20040124 GOOD             USPSQD
 AW1000
 AW1000                          STATION DESCRIPTION
 AW1000
 AW1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1000'4.0 MI NE FROM ALVIN.
 AW1000'4.0 MILES NORTHEAST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE
 AW1000'HIGHWAY 35 (BUSINESS ROUTE) AT ALVIN, 47.5 FEET NORTHWEST OF THE
 AW1000'CENTER LINE OF THE ROAD, 278 FEET NORTHEAST OF THE CENTER LINE OF
 AW1000'WINDSONG STREET, 4.0 FEET EAST OF THE NORTHEAST CORNER OF A CHAIN LINK
 AW1000'FENCE AROUND A PIPELINE VALVE STATION, 2.4 FEET EAST OF A POWER LINE
 AW1000'POLE WITH TRANSFORMER, 0.7 FOOT NORTHEAST OF A WITNESS POST, SET IN
 AW1000'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND, AND ABOUT
 AW1000'1.0 FOOT LOWER THAN THE ROAD.
 AW1000
 AW1000                          STATION RECOVERY (1978)
 AW1000
 AW1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1000'RECOVERED IN GOOD CONDITION.
 AW1000
 AW1000                          STATION RECOVERY (1978)
 AW1000
 AW1000'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1000'RECOVERED IN GOOD CONDITION.
 AW1000
 AW1000                          STATION RECOVERY (1987)
 AW1000
 AW1000'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1000'RECOVERED IN GOOD CONDITION.
 AW1000
 AW1000                          STATION RECOVERY (1987)
 AW1000
 AW1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1000'RECOVERED IN GOOD CONDITION, TO REACH SHOULD BE CHANGED TO READ--5.3
 AW1000'KM (3.3 MI) NORTHEAST ALONG FARM ROAD 528 FROM THE INTERSECTION OF
 AW1000'STATE HIGHWAY 35 IN ALVIN TO THE MARK ON THE LEFT AT THE NORTHEAST
 AW1000'CORNER OF A CHAIN LINK FENCE AROUND A PHILLIPS PETROLEUM COMPANY WITH
 AW1000'HIGH PRESSURE GAS LINE.
 AW1000'THE MARK IS 0.60 METERS  E FROM  A WITNESS POST
 AW1000
 AW1000                          STATION RECOVERY (1999)
 AW1000
 AW1000'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1000'RECOVERED IN GOOD CONDITION.
 AW1000
 AW1000                          STATION RECOVERY (2004)
 AW1000
 AW1000'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1474 ***********************************************************************
 AW1474  DESIGNATION -  T 1145
 AW1474  PID         -  AW1474
 AW1474  STATE/COUNTY-  TX/CHAMBERS
 AW1474  USGS QUAD   -  ANAHUAC (1993)
 AW1474
 AW1474                         *CURRENT SURVEY CONTROL
 AW1474  ___________________________________________________________________
 AW1474* NAD 83(1986)-  29 50 24.     (N)    094 41 43.     (W)     SCALED    
 AW1474* NAVD 88     -        10.67   (+/-2cm)      35.0    (feet)  VERTCON   
 AW1474  ___________________________________________________________________
 AW1474  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW1474  OBS GRAVITY -     979,291.4   (mgal)                       GRAV_OBS
 AW1474
 AW1474  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1474
 AW1474.The horizontal coordinates were scaled from a topographic map and have
 AW1474.an estimated accuracy of +/- 6 seconds.
 AW1474
 AW1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1474.The vertical order pertains to the NGVD 29 superseded value.
 AW1474
 AW1474.The geoid height was determined by GEOID03.
 AW1474.The observed gravity was obtained from relative gravimeter ties
 AW1474.to the IGSN71 gravity network.
 AW1474
 AW1474;                    North         East    Units  Estimated Accuracy
 AW1474;SPC TXSC     - 4,230,050.    1,015,880.      MT  (+/- 180 meters Scaled)
 AW1474
 AW1474                          SUPERSEDED SURVEY CONTROL
 AW1474
 AW1474  NGVD 29 (??/??/92)   10.672  (m)           35.01   (f) ADJ UNCH    1 2
 AW1474
 AW1474.Superseded values are not recommended for survey control.
 AW1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1474.See file dsdata.txt to determine how the superseded data were derived.
 AW1474
 AW1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP362022(NAD 83)
 AW1474_MARKER: DB = BENCH MARK DISK
 AW1474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1474_SP_SET: OVERPASS
 AW1474_STAMPING: T 1145 1959
 AW1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1474
 AW1474  HISTORY     - Date     Condition        Report By
 AW1474  HISTORY     - 1959     MONUMENTED       CGS
 AW1474  HISTORY     - 1973     GOOD             NGS
 AW1474  HISTORY     - 1975     GOOD             NGS
 AW1474  HISTORY     - 1978     GOOD             NGS
 AW1474  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW1474  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1474  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW1474  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1474
 AW1474                          STATION DESCRIPTION
 AW1474
 AW1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1474'IN WALLISVILLE.
 AW1474'AT THE OVERPASS OF I-10 OVER FARM ROAD 563, SET IN THE WEST END OF A
 AW1474'CONCRETE OVERPASS, ABOUT 15 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 AW1474'EASTBOUND TRAFFIC LANES OF THE INTERSTATE HIGHWAY, 75 FEET WEST OF THE
 AW1474'CENTER LINE OF FARM ROAD 563, SET IN THE TOP OF THE SOUTH END OF THE
 AW1474'WEST CONCRETE ABUTMENT OF THE OVERPASS, AND ABOUT 15 FEET ABOVE THE
 AW1474'LEVEL OF THE ROAD.
 AW1474
 AW1474                          STATION RECOVERY (1975)
 AW1474
 AW1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AW1474'RECOVERED IN GOOD CONDITION.
 AW1474
 AW1474                          STATION RECOVERY (1978)
 AW1474
 AW1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1474'RECOVERED IN GOOD CONDITION.
 AW1474
 AW1474                          STATION RECOVERY (1996)
 AW1474
 AW1474'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1474'MARK NOT FOUND.
 AW1474
 AW1474                          STATION RECOVERY (2001)
 AW1474
 AW1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1474'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1474
 AW1474                          STATION RECOVERY (2004)
 AW1474
 AW1474'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1474'MARK NOT FOUND.
 AW1474
 AW1474                          STATION RECOVERY (2005)
 AW1474
 AW1474'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3799 ***********************************************************************
 AW3799  DESIGNATION -  T 1146
 AW3799  PID         -  AW3799
 AW3799  STATE/COUNTY-  TX/HARRIS
 AW3799  USGS QUAD   -  LA PORTE (1982)
 AW3799
 AW3799                         *CURRENT SURVEY CONTROL
 AW3799  ___________________________________________________________________
 AW3799* NAD 83(1986)-  29 42 16.     (N)    095 05 41.     (W)     SCALED    
 AW3799* NAVD 88     -        10.61   (+/-2cm)      34.8    (feet)  VERTCON   
 AW3799  ___________________________________________________________________
 AW3799  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW3799
 AW3799  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3799
 AW3799.The horizontal coordinates were scaled from a topographic map and have
 AW3799.an estimated accuracy of +/- 6 seconds.
 AW3799
 AW3799.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3799.The vertical order pertains to the NGVD 29 superseded value.
 AW3799
 AW3799.The geoid height was determined by GEOID03.
 AW3799
 AW3799;                    North         East    Units  Estimated Accuracy
 AW3799;SPC TXSC     - 4,213,680.      977,800.      MT  (+/- 180 meters Scaled)
 AW3799
 AW3799                          SUPERSEDED SURVEY CONTROL
 AW3799
 AW3799  NGVD 29 (??/??/92)   10.611  (m)           34.81   (f) ADJ UNCH    1 2
 AW3799
 AW3799.Superseded values are not recommended for survey control.
 AW3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3799.See file dsdata.txt to determine how the superseded data were derived.
 AW3799
 AW3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN973878(NAD 83)
 AW3799_MARKER: DB = BENCH MARK DISK
 AW3799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3799_STAMPING: T 1146 1959
 AW3799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3799+STABILITY: SURFACE MOTION
 AW3799
 AW3799  HISTORY     - Date     Condition        Report By
 AW3799  HISTORY     - 1959     MONUMENTED       CGS
 AW3799  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 AW3799
 AW3799                          STATION DESCRIPTION
 AW3799
 AW3799'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3799'6.95 MI NW FROM LA PORTE.
 AW3799'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW3799'SCHOOL AT LA PORTE, THENCE ABOUT 4.25 MILES WEST ALONG STATE HIGHWAY
 AW3799'225, ABOUT 0.15 MILE WEST OF THE JUNCTION WITH STATE HIGHWAY 134, 144
 AW3799'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 126 FEET SOUTHEAST OF A
 AW3799'CONCRETE TELEPHONE BOOTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD, 45
 AW3799'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 14 FEET EAST OF THE
 AW3799'CENTER LINE OF A WIRE GATE, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET EAST
 AW3799'OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING
 AW3799'5 INCHES.
 AW3799
 AW3799                          STATION RECOVERY (1972)
 AW3799
 AW3799'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 AW3799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1734 ***********************************************************************
 AW1734  DESIGNATION -  T 1146 RESET
 AW1734  PID         -  AW1734
 AW1734  STATE/COUNTY-  TX/HARRIS
 AW1734  USGS QUAD   -  LA PORTE (1982)
 AW1734
 AW1734                         *CURRENT SURVEY CONTROL
 AW1734  ___________________________________________________________________
 AW1734* NAD 83(1986)-  29 42 15.     (N)    095 05 41.     (W)     SCALED    
 AW1734* NAVD 88     -         8.707  (meters)      28.57   (feet)  ADJUSTED  
 AW1734  ___________________________________________________________________
 AW1734  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1734  DYNAMIC HT  -           8.695 (meters)      28.53  (feet)  COMP
 AW1734  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 AW1734  OBS GRAVITY -     979,283.0   (mgal)                       GRAV_OBS
 AW1734
 AW1734  VERT ORDER  -  FIRST     CLASS I
 AW1734
 AW1734.The horizontal coordinates were scaled from a topographic map and have
 AW1734.an estimated accuracy of +/- 6 seconds.
 AW1734
 AW1734.The orthometric height was determined by differential leveling
 AW1734.and adjusted by the National Geodetic Survey in June 1991..
 AW1734
 AW1734.The geoid height was determined by GEOID03.
 AW1734
 AW1734.The dynamic height is computed by dividing the NAVD 88
 AW1734.geopotential number by the normal gravity value computed on the
 AW1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1734.degrees latitude (g = 980.6199 gals.).
 AW1734
 AW1734.The modeled gravity was interpolated from observed gravity values.
 AW1734.The observed gravity was obtained from relative gravimeter ties
 AW1734.to the IGSN71 gravity network.
 AW1734
 AW1734;                    North         East    Units  Estimated Accuracy
 AW1734;SPC TXSC     - 4,213,650.      977,800.      MT  (+/- 180 meters Scaled)
 AW1734
 AW1734                          SUPERSEDED SURVEY CONTROL
 AW1734
 AW1734  NGVD 29 (12/23/87)    8.704  (m)           28.56   (f) ADJUSTED    1 1
 AW1734
 AW1734.Superseded values are not recommended for survey control.
 AW1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1734.See file dsdata.txt to determine how the superseded data were derived.
 AW1734
 AW1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN973878(NAD 83)
 AW1734_MARKER: DB = BENCH MARK DISK
 AW1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1734_SP_SET: CONCRETE POST
 AW1734_STAMPING: T 1146 RESET 1972
 AW1734_MARK LOGO: NGS   
 AW1734_PROJECTION: PROJECTING 5 CENTIMETERS
 AW1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1734+STABILITY: SURFACE MOTION
 AW1734
 AW1734  HISTORY     - Date     Condition        Report By
 AW1734  HISTORY     - 1972     MONUMENTED       LOCENG
 AW1734  HISTORY     - 1973     GOOD             NGS
 AW1734  HISTORY     - 1976     GOOD             NGS
 AW1734  HISTORY     - 1976     GOOD             NGS
 AW1734  HISTORY     - 1978     GOOD             NGS
 AW1734  HISTORY     - 1983     GOOD             NGS
 AW1734  HISTORY     - 1986     GOOD             NGS
 AW1734  HISTORY     - 1987     GOOD             USPSQD
 AW1734  HISTORY     - 1989     GOOD             USPSQD
 AW1734  HISTORY     - 1989     GOOD             USPSQD
 AW1734  HISTORY     - 19970927 GOOD             USPSQD
 AW1734  HISTORY     - 19970929 GOOD             USPSQD
 AW1734  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1734  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 AW1734  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW1734
 AW1734                          STATION DESCRIPTION
 AW1734
 AW1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1734'2.75 MI E FROM DEER PARK.
 AW1734'ABOUT 0.85 MILE NORTH ALONG CENTER ST. FROM CITY HALL AT DEER PARK,
 AW1734'THENCE 1.9 MILES EAST ALONG STATE HIGHWAY 225, ABOUT 0.1 MILE WEST OF
 AW1734'THE JUNCTION WITH STATE HWY. 134, 65 FEET EAST OF A SWITCH STAND, 27
 AW1734'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE SOUTHERN PACIFIC
 AW1734'RAILROAD, 12.4 FEET SOUTH OF THE SOUTH RAIL OF THE SIDE TRACK, 17.8
 AW1734'FEET NORTH OF A FENCE, 4 FEET WEST OF A METAL WITNESS POST, ABOUT 3
 AW1734'FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 AW1734'POST PROJECTING 2 INCHES.
 AW1734
 AW1734                          STATION RECOVERY (1976)
 AW1734
 AW1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1734'RECOVERED IN GOOD CONDITION.
 AW1734
 AW1734                          STATION RECOVERY (1976)
 AW1734
 AW1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1734'RECOVERED IN GOOD CONDITION.
 AW1734
 AW1734                          STATION RECOVERY (1978)
 AW1734
 AW1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1734'RECOVERED IN GOOD CONDITION.
 AW1734
 AW1734                          STATION RECOVERY (1983)
 AW1734
 AW1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1734'RECOVERED IN GOOD CONDITION.
 AW1734
 AW1734                          STATION RECOVERY (1986)
 AW1734
 AW1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1734'RECOVERED IN GOOD CONDITION, THE TO REACH IS ADEQUATE FOR RECOVERY,
 AW1734'NEW MEASUREMENTS FOLLOW, 8.5 METERS (27.9 FT) SOUTH OF THE SOUTH RAIL
 AW1734'OF THE MAIN TRACK OF THE SOUTHERN PACIFIC RAILROAD, 3.93 METERS (12.9
 AW1734'FT) SOUTH OF THE SOUTH RAIL OF A SIDE TRACK.
 AW1734'THE MARK IS 0.36 METERS  W FROM  A WITNESS POST
 AW1734'THE MARK IS 1.0 M BELOW TRACKS.
 AW1734
 AW1734                          STATION RECOVERY (1987)
 AW1734
 AW1734'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1734'RECOVERED IN GOOD CONDITION.
 AW1734
 AW1734                          STATION RECOVERY (1989)
 AW1734
 AW1734'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1734'RECOVERED IN GOOD CONDITION.
 AW1734
 AW1734                          STATION RECOVERY (1989)
 AW1734
 AW1734'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1734'RECOVERED IN GOOD CONDITION.
 AW1734
 AW1734                          STATION RECOVERY (1997)
 AW1734
 AW1734'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1734'RECOVERED IN GOOD CONDITION.
 AW1734
 AW1734                          STATION RECOVERY (1997)
 AW1734
 AW1734'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1734'RECOVERED IN GOOD CONDITION.
 AW1734
 AW1734                          STATION RECOVERY (2001)
 AW1734
 AW1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1734'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1734
 AW1734                          STATION RECOVERY (2003)
 AW1734
 AW1734'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1734'CONSTRUCTION IN THE AREA.
 AW1734
 AW1734                          STATION RECOVERY (2005)
 AW1734
 AW1734'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1734'RAIL ROAD CONSTRUCTION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1968 ***********************************************************************
 AW1968  DESIGNATION -  T 1147
 AW1968  PID         -  AW1968
 AW1968  STATE/COUNTY-  TX/HARRIS
 AW1968  USGS QUAD   -  LA PORTE (1982)
 AW1968
 AW1968                         *CURRENT SURVEY CONTROL
 AW1968  ___________________________________________________________________
 AW1968* NAD 83(1986)-  29 42 27.     (N)    095 03 59.     (W)     SCALED    
 AW1968* NAVD 88     -         8.35   (+/-2cm)      27.4    (feet)  VERTCON   
 AW1968  ___________________________________________________________________
 AW1968  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1968
 AW1968  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1968
 AW1968.The horizontal coordinates were scaled from a topographic map and have
 AW1968.an estimated accuracy of +/- 6 seconds.
 AW1968
 AW1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1968.The vertical order pertains to the NGVD 29 superseded value.
 AW1968
 AW1968.The geoid height was determined by GEOID03.
 AW1968
 AW1968;                    North         East    Units  Estimated Accuracy
 AW1968;SPC TXSC     - 4,214,110.      980,530.      MT  (+/- 180 meters Scaled)
 AW1968
 AW1968                          SUPERSEDED SURVEY CONTROL
 AW1968
 AW1968  NGVD 29 (??/??/92)    8.348  (m)           27.39   (f) ADJ UNCH    1 2
 AW1968
 AW1968.Superseded values are not recommended for survey control.
 AW1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1968.See file dsdata.txt to determine how the superseded data were derived.
 AW1968
 AW1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN000881(NAD 83)
 AW1968_MARKER: DB = BENCH MARK DISK
 AW1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1968_STAMPING: T 1147 1959
 AW1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1968+STABILITY: SURFACE MOTION
 AW1968
 AW1968  HISTORY     - Date     Condition        Report By
 AW1968  HISTORY     - 1959     MONUMENTED       CGS
 AW1968  HISTORY     - 1964     GOOD             NGS
 AW1968  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1968  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW1968  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW1968  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1968  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 AW1968
 AW1968                          STATION DESCRIPTION
 AW1968
 AW1968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1968'4.8 MI SE FROM LYNCHBURG.
 AW1968'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 134 FROM THE SOUTH LANDING
 AW1968'OF THE LYNCHBURG FERRY, THENCE ABOUT 2.15 MILES SOUTHEAST ALONG MILLER
 AW1968'CUT-OFF ROAD, AT THE ENTRANCE TO THE JAPHET RANCH, 67 FEET EAST OF THE
 AW1968'CENTER LINE OF THE ROAD, 36 FEET EAST OF POWER POLE NO. 14, 33 FEET
 AW1968'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 34 FEET EAST
 AW1968'OF A FENCE, 17 1/2 FEET SOUTHWEST OF A 10-INCH CEDAR TREE, 1 1/2 FEET
 AW1968'NORTH OF A T FENCE CORNER, AND IN THE TOP OF A CONCRETE POST
 AW1968'PROJECTING 4 INCHES.
 AW1968
 AW1968                          STATION RECOVERY (1978)
 AW1968
 AW1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1968'NOT RECOVERED.  NOTE=NEW FENCE HAD BEEN BUILT AND AREA LEVELED OFF,
 AW1968'MARK BELIEVED TO HAVE BEEN DESTROYED.
 AW1968
 AW1968                          STATION RECOVERY (1997)
 AW1968
 AW1968'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1968'MARK NOT FOUND.
 AW1968
 AW1968                          STATION RECOVERY (1997)
 AW1968
 AW1968'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1968'MARK NOT FOUND.
 AW1968
 AW1968                          STATION RECOVERY (2001)
 AW1968
 AW1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1968'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1968
 AW1968                          STATION RECOVERY (2003)
 AW1968
 AW1968'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1968' 
 AW1968' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0277 ***********************************************************************
 AX0277  DESIGNATION -  T 1148
 AX0277  PID         -  AX0277
 AX0277  STATE/COUNTY-  TX/WALLER
 AX0277  USGS QUAD   -  SAN FELIPE (1980)
 AX0277
 AX0277                         *CURRENT SURVEY CONTROL
 AX0277  ___________________________________________________________________
 AX0277* NAD 83(1986)-  29 45 16.     (N)    096 00 43.     (W)     SCALED    
 AX0277* NAVD 88     -        36.057  (meters)     118.30   (feet)  ADJUSTED  
 AX0277  ___________________________________________________________________
 AX0277  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0277  DYNAMIC HT  -          36.008 (meters)     118.14  (feet)  COMP
 AX0277  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AX0277
 AX0277  VERT ORDER  -  FIRST     CLASS I
 AX0277
 AX0277.The horizontal coordinates were scaled from a topographic map and have
 AX0277.an estimated accuracy of +/- 6 seconds.
 AX0277
 AX0277.The orthometric height was determined by differential leveling
 AX0277.and adjusted by the National Geodetic Survey in June 1991..
 AX0277
 AX0277.The geoid height was determined by GEOID03.
 AX0277
 AX0277.The dynamic height is computed by dividing the NAVD 88
 AX0277.geopotential number by the normal gravity value computed on the
 AX0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0277.degrees latitude (g = 980.6199 gals.).
 AX0277
 AX0277.The modeled gravity was interpolated from observed gravity values.
 AX0277
 AX0277;                    North         East    Units  Estimated Accuracy
 AX0277;SPC TXSC     - 4,216,600.      888,950.      MT  (+/- 180 meters Scaled)
 AX0277
 AX0277                          SUPERSEDED SURVEY CONTROL
 AX0277
 AX0277  NGVD 29 (12/23/87)   36.040  (m)          118.24   (f) ADJUSTED    1 1
 AX0277
 AX0277.Superseded values are not recommended for survey control.
 AX0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0277.See file dsdata.txt to determine how the superseded data were derived.
 AX0277
 AX0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT889953(NAD 83)
 AX0277_MARKER: DB = BENCH MARK DISK
 AX0277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AX0277_SP_SET: BRIDGE GUARDRAIL
 AX0277_STAMPING: T 1148 1959
 AX0277_MARK LOGO: CGS   
 AX0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0277
 AX0277  HISTORY     - Date     Condition        Report By
 AX0277  HISTORY     - 1959     MONUMENTED       CGS
 AX0277  HISTORY     - 1973     GOOD             NGS
 AX0277  HISTORY     - 1978     GOOD             NGS
 AX0277  HISTORY     - 1986     GOOD             NGS
 AX0277  HISTORY     - 19990718 GOOD             USPSQD
 AX0277
 AX0277                          STATION DESCRIPTION
 AX0277
 AX0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0277'4.9 MI SW FROM BROOKSHIRE.
 AX0277'ABOUT 3.05 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0277'THE STATION AT BROOKSHIRE, THENCE 1.85 MILES SOUTH ALONG A PAVED ROAD
 AX0277'AT THE JUNCTION OF A PRIVATE ROAD LEADING EAST, ABOUT 12.2 FEET EAST
 AX0277'OF THE CENTER LINE OF THE ROAD 61 FEET NORTH OF THE CENTER LINE OF A
 AX0277'PRIVATE T-ROAD LEADING EAST, 30 FEET WEST OF A FENCE, SET IN THE TOP
 AX0277'OF THE CENTER OF THE EAST CONCRETE GUARD RAIL OF A BRIDGE, ABOUT 1.6
 AX0277'FEET ABOVE THE LEVEL OF THE ROAD.
 AX0277
 AX0277                          STATION RECOVERY (1978)
 AX0277
 AX0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0277'RECOVERED IN GOOD CONDITION.
 AX0277
 AX0277                          STATION RECOVERY (1986)
 AX0277
 AX0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0277'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0277'ADD--ALSO 5.5 KM (3.4 MI) WEST ALONG OLD US HIGHWAY 90 FROM THE
 AX0277'JUNCTION OF FM ROAD 359 SOUTH IN BROOKSHIRE, THENCE 3.1 KM (1.9 MI)
 AX0277'SOUTHWEST ALONG PEACH RIDGE ROAD.
 AX0277
 AX0277                          STATION RECOVERY (1999)
 AX0277
 AX0277'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1182 ***********************************************************************
 BL1182  DESIGNATION -  T 1149
 BL1182  PID         -  BL1182
 BL1182  STATE/COUNTY-  TX/HARRIS
 BL1182  USGS QUAD   -  SPRING (1982)
 BL1182
 BL1182                         *CURRENT SURVEY CONTROL
 BL1182  ___________________________________________________________________
 BL1182* NAD 83(1986)-  30 05 03.     (N)    095 25 05.     (W)     SCALED    
 BL1182* NAVD 88     -        37.056  (meters)     121.57   (feet)  ADJUSTED  
 BL1182  ___________________________________________________________________
 BL1182  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1182  DYNAMIC HT  -          37.006 (meters)     121.41  (feet)  COMP
 BL1182  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 BL1182
 BL1182  VERT ORDER  -  FIRST     CLASS I
 BL1182
 BL1182.The horizontal coordinates were scaled from a topographic map and have
 BL1182.an estimated accuracy of +/- 6 seconds.
 BL1182
 BL1182.The orthometric height was determined by differential leveling
 BL1182.and adjusted by the National Geodetic Survey in June 1991..
 BL1182
 BL1182.The geoid height was determined by GEOID03.
 BL1182
 BL1182.The dynamic height is computed by dividing the NAVD 88
 BL1182.geopotential number by the normal gravity value computed on the
 BL1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1182.degrees latitude (g = 980.6199 gals.).
 BL1182
 BL1182.The modeled gravity was interpolated from observed gravity values.
 BL1182
 BL1182;                    North         East    Units  Estimated Accuracy
 BL1182;SPC TXSC     - 4,254,750.      945,250.      MT  (+/- 180 meters Scaled)
 BL1182
 BL1182                          SUPERSEDED SURVEY CONTROL
 BL1182
 BL1182  NGVD 29 (12/23/87)   37.056  (m)          121.57   (f) ADJUSTED    1 1
 BL1182
 BL1182.Superseded values are not recommended for survey control.
 BL1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1182.See file dsdata.txt to determine how the superseded data were derived.
 BL1182
 BL1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP669305(NAD 83)
 BL1182_MARKER: DB = BENCH MARK DISK
 BL1182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1182_SP_SET: COPPER-CLAD STEEL ROD
 BL1182_STAMPING: T 1149 1959
 BL1182_MARK LOGO: CGS   
 BL1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1182
 BL1182  HISTORY     - Date     Condition        Report By
 BL1182  HISTORY     - 1959     MONUMENTED       CGS
 BL1182  HISTORY     - 1973     GOOD             NGS
 BL1182  HISTORY     - 1978     GOOD             NGS
 BL1182  HISTORY     - 1986     GOOD             NGS
 BL1182  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1182  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1182
 BL1182                          STATION DESCRIPTION
 BL1182
 BL1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1182'0.45 MI N FROM SPRING.
 BL1182'ABOUT 0.45 MILE NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1182'CROSSING OF SPRING SCHOOL ROAD, AT THE CAROLINE ST. CROSSING, 53 1/2
 BL1182'FEET NORTH OF THE CENTER LINE OF CAROLINE ST., 47 FEET EAST OF THE
 BL1182'EAST RAIL, 18 FEET NORTHEAST OF A TELEGRAPH POLE, 7 1/2 FEET NORTH OF
 BL1182'A TELEPHONE POLE, 1.2 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 2
 BL1182'FEET BELOW THE LEVEL OF THE RAIL, SET ON TOP OF A 5/8-INCH COPPER
 BL1182'COATED STEEL ROD AND PROTECTED BY A 6-INCH CEMENT TILE WHICH PROJECTS
 BL1182'0.2 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 BL1182
 BL1182                          STATION RECOVERY (1978)
 BL1182
 BL1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1182'RECOVERED IN GOOD CONDITION.
 BL1182
 BL1182                          STATION RECOVERY (1986)
 BL1182
 BL1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1182'RECOVERED IN GOOD CONDITION.
 BL1182
 BL1182                          STATION RECOVERY (1995)
 BL1182
 BL1182'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1182'MARK NOT FOUND.
 BL1182
 BL1182                          STATION RECOVERY (2004)
 BL1182
 BL1182'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2185 ***********************************************************************
 CS2185  DESIGNATION -  T 115
 CS2185  PID         -  CS2185
 CS2185  STATE/COUNTY-  TX/HOOD
 CS2185  USGS QUAD   -  HILL CITY (1979)
 CS2185
 CS2185                         *CURRENT SURVEY CONTROL
 CS2185  ___________________________________________________________________
 CS2185* NAD 83(1986)-  32 20 42.     (N)    097 46 08.     (W)     SCALED    
 CS2185* NAVD 88     -       266.555  (meters)     874.52   (feet)  ADJUSTED  
 CS2185  ___________________________________________________________________
 CS2185  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CS2185  DYNAMIC HT  -         266.230 (meters)     873.46  (feet)  COMP
 CS2185  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 CS2185
 CS2185  VERT ORDER  -  SECOND    CLASS 0
 CS2185
 CS2185.The horizontal coordinates were scaled from a topographic map and have
 CS2185.an estimated accuracy of +/- 6 seconds.
 CS2185
 CS2185.The orthometric height was determined by differential leveling
 CS2185.and adjusted by the National Geodetic Survey in June 1991..
 CS2185
 CS2185.The geoid height was determined by GEOID03.
 CS2185
 CS2185.The dynamic height is computed by dividing the NAVD 88
 CS2185.geopotential number by the normal gravity value computed on the
 CS2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2185.degrees latitude (g = 980.6199 gals.).
 CS2185
 CS2185.The modeled gravity was interpolated from observed gravity values.
 CS2185
 CS2185;                    North         East    Units  Estimated Accuracy
 CS2185;SPC TXNC     - 2,075,460.      668,820.      MT  (+/- 180 meters Scaled)
 CS2185
 CS2185                          SUPERSEDED SURVEY CONTROL
 CS2185
 CS2185  NGVD 29 (??/??/92)  266.524  (m)          874.42   (f) ADJ UNCH    2 0
 CS2185
 CS2185.Superseded values are not recommended for survey control.
 CS2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2185.See file dsdata.txt to determine how the superseded data were derived.
 CS2185
 CS2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA158793(NAD 83)
 CS2185_MARKER: DB = BENCH MARK DISK
 CS2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2185_STAMPING: T115 1933 874.421
 CS2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2185+STABILITY: SURFACE MOTION
 CS2185
 CS2185  HISTORY     - Date     Condition        Report By
 CS2185  HISTORY     - 1933     MONUMENTED       CGS
 CS2185  HISTORY     - 1952     GOOD             NGS
 CS2185
 CS2185                          STATION DESCRIPTION
 CS2185
 CS2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2185'7.7 MI S FROM GRANBURY.
 CS2185'ABOUT 7.7 MILES SOUTH OF GRANBURY ALONG THE WEST SIDE OF AN OLD
 CS2185'ABANDONED ROADWAY, ABOUT 0.3 MILE WEST OF HIGHWAY NO. 144, 0.5 MILE
 CS2185'NORTH OF AN EAST-WEST ROAD AND 0.3 MILE NORTH OF THE D.J. UMPRESS
 CS2185'BARN.  MARK IS 13 YARDS SOUTHEAST OF AN OLD STONE CHIMNEY BASE AND 3
 CS2185'YARDS NORTH OF A LARGE LIVE OAK TREE.  A STANDARD DISK SET IN THE TOP
 CS2185'OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.  NOTE-- TO REACH
 CS2185'FROM GRANBURY, GO WEST ON THE HIGHWAY FROM THE COURT HOUSE, 0.4 MILE.
 CS2185'THEN TURN LEFT AND GO SOUTH ON HIGHWAY NO. 144, 07.6 MILES.  TURN
 CS2185'RIGHT AT THE CROSS ROAD AND GO WEST 0.3 MILE TO THE D.J. UMPRESS MAIL
 CS2185'BOX ON THE RIGHT.  TURN RIGHT AND GO NORTH THROUGH THE FARM YARD 0.2
 CS2185'MILE TO THE BARN.  THEN FOLLOW THE FARM ROAD WEST AND NORTH 0.3 MILE
 CS2185'TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3356 ***********************************************************************
 AW3356  DESIGNATION -  T 1150
 AW3356  PID         -  AW3356
 AW3356  STATE/COUNTY-  TX/HARRIS
 AW3356  USGS QUAD   -  BELLAIRE (1995)
 AW3356
 AW3356                         *CURRENT SURVEY CONTROL
 AW3356  ___________________________________________________________________
 AW3356* NAD 83(1986)-  29 42 44.     (N)    095 27 29.     (W)     SCALED    
 AW3356* NAVD 88     -        17.81   (+/-2cm)      58.4    (feet)  VERTCON   
 AW3356  ___________________________________________________________________
 AW3356  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW3356
 AW3356  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3356
 AW3356.The horizontal coordinates were scaled from a topographic map and have
 AW3356.an estimated accuracy of +/- 6 seconds.
 AW3356
 AW3356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3356.The vertical order pertains to the NGVD 29 superseded value.
 AW3356
 AW3356.The geoid height was determined by GEOID03.
 AW3356
 AW3356;                    North         East    Units  Estimated Accuracy
 AW3356;SPC TXSC     - 4,213,420.      942,640.      MT  (+/- 180 meters Scaled)
 AW3356
 AW3356                          SUPERSEDED SURVEY CONTROL
 AW3356
 AW3356  NGVD 29 (??/??/92)   17.802  (m)           58.41   (f) ADJ UNCH    1 2
 AW3356
 AW3356.Superseded values are not recommended for survey control.
 AW3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3356.See file dsdata.txt to determine how the superseded data were derived.
 AW3356
 AW3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN622894(NAD 83)
 AW3356_MARKER: DB = BENCH MARK DISK
 AW3356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3356_SP_SET: CULVERT
 AW3356_STAMPING: T 1150 1959
 AW3356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3356
 AW3356  HISTORY     - Date     Condition        Report By
 AW3356  HISTORY     - 1959     MONUMENTED       CGS
 AW3356  HISTORY     - 1964     GOOD             NGS
 AW3356  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW3356
 AW3356                          STATION DESCRIPTION
 AW3356
 AW3356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3356'0.85 MI NE FROM BELLAIRE.
 AW3356'ABOUT 0.15 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW3356'BELLAIRE, THENCE 0.7 MILE NORTHEAST ALONG RICHMOND ROAD, AT THE
 AW3356'INTERSECTION OF POST OAK ROAD, 39 FEET NORTHWEST OF THE CENTER OF THE
 AW3356'INTERSECTION, 28 FEET WEST OF THE CENTER LINE OF POST OAK ROAD, SET IN
 AW3356'THE TOP OF THE SOUTH END OF THE EAST WING WALL OF THE NORTH HEAD WALL
 AW3356'OF A CONCRETE CULVERT UNDER RICHMOND ROAD, AND ABOUT LEVEL WITH THE
 AW3356'ROAD.  NOTE-- POST OAK ROAD IS NOW UNDER CONSTRUCTION AND THIS MARK
 AW3356'WILL PROBABLY BE DESTROYED IN THE NEAR FUTURE.  BENCH MARK U 1182 1963
 AW3356'WAS SET TO REPLACE THIS MARK.
 AW3356
 AW3356                          STATION RECOVERY (1993)
 AW3356
 AW3356'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0685 ***********************************************************************
 CT0685  DESIGNATION -  T 1152
 CT0685  PID         -  CT0685
 CT0685  STATE/COUNTY-  TX/TAYLOR
 CT0685  USGS QUAD   -  VIEW (1984)
 CT0685
 CT0685                         *CURRENT SURVEY CONTROL
 CT0685  ___________________________________________________________________
 CT0685* NAD 83(1986)-  32 15 30.     (N)    099 58 36.     (W)     SCALED    
 CT0685* NAVD 88     -       683.370  (meters)    2242.02   (feet)  ADJUSTED  
 CT0685  ___________________________________________________________________
 CT0685  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CT0685  DYNAMIC HT  -         682.464 (meters)    2239.05  (feet)  COMP
 CT0685  MODELED GRAV-     979,289.8   (mgal)                       NAVD 88
 CT0685
 CT0685  VERT ORDER  -  SECOND    CLASS 0
 CT0685
 CT0685.The horizontal coordinates were scaled from a topographic map and have
 CT0685.an estimated accuracy of +/- 6 seconds.
 CT0685
 CT0685.The orthometric height was determined by differential leveling
 CT0685.and adjusted by the National Geodetic Survey in June 1991..
 CT0685
 CT0685.The geoid height was determined by GEOID03.
 CT0685
 CT0685.The dynamic height is computed by dividing the NAVD 88
 CT0685.geopotential number by the normal gravity value computed on the
 CT0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0685.degrees latitude (g = 980.6199 gals.).
 CT0685
 CT0685.The modeled gravity was interpolated from observed gravity values.
 CT0685
 CT0685;                    North         East    Units  Estimated Accuracy
 CT0685;SPC TXNC     - 2,066,590.      460,870.      MT  (+/- 180 meters Scaled)
 CT0685
 CT0685                          SUPERSEDED SURVEY CONTROL
 CT0685
 CT0685  NGVD 29 (??/??/92)  683.189  (m)         2241.43   (f) ADJ UNCH    2 0
 CT0685
 CT0685.Superseded values are not recommended for survey control.
 CT0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0685.See file dsdata.txt to determine how the superseded data were derived.
 CT0685
 CT0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA080694(NAD 83)
 CT0685_MARKER: DB = BENCH MARK DISK
 CT0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0685_STAMPING: T 1152 1961
 CT0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0685+STABILITY: SURFACE MOTION
 CT0685
 CT0685  HISTORY     - Date     Condition        Report By
 CT0685  HISTORY     - 1961     MONUMENTED       CGS
 CT0685  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 CT0685
 CT0685                          STATION DESCRIPTION
 CT0685
 CT0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0685'11.95 MI SW FROM BUFFALO GAP.
 CT0685'0.4 MILES SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0685'GAP, THENCE 4.45 MILES WEST ALONG FARM ROAD 89, THENCE 7.1 MILES WEST
 CT0685'ALONG A GRAVEL ROAD, 180 FEET SOUTH OF A Y-INTERSECTION, 84 FEET EAST
 CT0685'OF THE CENTER LINE OF U.S. HIGHWAY 277, 84 FEET WEST OF THE CENTER
 CT0685'LINE OF A GRAVEL ROAD, 6 FEET NORTH OF A FENCE, 3 FEET ABOVE THE LEVEL
 CT0685'OF U.S. HIGHWAY 277, LEVEL WITH THE GRAVEL ROAD, 2 FEET NORTHEAST OF A
 CT0685'METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE
 CT0685'POST 4 FEET IN THE GROUND AND PROJECTING 7 INCHES ABOVE THE GROUND.
 CT0685
 CT0685                          STATION RECOVERY (1994)
 CT0685
 CT0685'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0225 ***********************************************************************
 CU0225  DESIGNATION -  T 1157
 CU0225  PID         -  CU0225
 CU0225  STATE/COUNTY-  TX/TAYLOR
 CU0225  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0225
 CU0225                         *CURRENT SURVEY CONTROL
 CU0225  ___________________________________________________________________
 CU0225* NAD 83(1986)-  32 21 02.     (N)    100 05 39.     (W)     SCALED    
 CU0225* NAVD 88     -       624.188  (meters)    2047.86   (feet)  ADJUSTED  
 CU0225  ___________________________________________________________________
 CU0225  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CU0225  DYNAMIC HT  -         623.364 (meters)    2045.15  (feet)  COMP
 CU0225  MODELED GRAV-     979,298.9   (mgal)                       NAVD 88
 CU0225
 CU0225  VERT ORDER  -  SECOND    CLASS 0
 CU0225
 CU0225.The horizontal coordinates were scaled from a topographic map and have
 CU0225.an estimated accuracy of +/- 6 seconds.
 CU0225
 CU0225.The orthometric height was determined by differential leveling
 CU0225.and adjusted by the National Geodetic Survey in June 1991..
 CU0225
 CU0225.The geoid height was determined by GEOID03.
 CU0225
 CU0225.The dynamic height is computed by dividing the NAVD 88
 CU0225.geopotential number by the normal gravity value computed on the
 CU0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0225.degrees latitude (g = 980.6199 gals.).
 CU0225
 CU0225.The modeled gravity was interpolated from observed gravity values.
 CU0225
 CU0225;                    North         East    Units  Estimated Accuracy
 CU0225;SPC TXNC     - 2,076,980.      449,950.      MT  (+/- 180 meters Scaled)
 CU0225
 CU0225                          SUPERSEDED SURVEY CONTROL
 CU0225
 CU0225  NGVD 29 (??/??/92)  623.999  (m)         2047.24   (f) ADJ UNCH    2 0
 CU0225
 CU0225.Superseded values are not recommended for survey control.
 CU0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0225.See file dsdata.txt to determine how the superseded data were derived.
 CU0225
 CU0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA970798(NAD 83)
 CU0225_MARKER: DB = BENCH MARK DISK
 CU0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0225_STAMPING: T 1157 1961
 CU0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0225+STABILITY: SURFACE MOTION
 CU0225
 CU0225  HISTORY     - Date     Condition        Report By
 CU0225  HISTORY     - 1961     MONUMENTED       CGS
 CU0225  HISTORY     - 19940805 GOOD             USPSQD
 CU0225
 CU0225                          STATION DESCRIPTION
 CU0225
 CU0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0225'12.7 MI S FROM MERKEL.
 CU0225'12.7 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0225'40 FEET NORTH OF THE CENTER LINE OF FARM ROAD 126, 4 FEET WEST OF A
 CU0225'POWER POLE, 1 FOOT SOUTH OF A FENCE, LEVEL WITH THE ROAD, 6 FEET EAST
 CU0225'OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND
 CU0225'CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE GROUND.
 CU0225
 CU0225                          STATION RECOVERY (1994)
 CU0225
 CU0225'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0484 ***********************************************************************
 CT0484  DESIGNATION -  T 1158
 CT0484  PID         -  CT0484
 CT0484  STATE/COUNTY-  TX/TAYLOR
 CT0484  USGS QUAD   -  LAWN (1967)
 CT0484
 CT0484                         *CURRENT SURVEY CONTROL
 CT0484  ___________________________________________________________________
 CT0484* NAD 83(1986)-  32 08 06.     (N)    099 44 36.     (W)     SCALED    
 CT0484* NAVD 88     -       582.227  (meters)    1910.19   (feet)  ADJUSTED  
 CT0484  ___________________________________________________________________
 CT0484  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CT0484  DYNAMIC HT  -         581.467 (meters)    1907.70  (feet)  COMP
 CT0484  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 CT0484
 CT0484  VERT ORDER  -  FIRST     CLASS II
 CT0484
 CT0484.The horizontal coordinates were scaled from a topographic map and have
 CT0484.an estimated accuracy of +/- 6 seconds.
 CT0484
 CT0484.The orthometric height was determined by differential leveling
 CT0484.and adjusted by the National Geodetic Survey in June 1991..
 CT0484
 CT0484.The geoid height was determined by GEOID03.
 CT0484
 CT0484.The dynamic height is computed by dividing the NAVD 88
 CT0484.geopotential number by the normal gravity value computed on the
 CT0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0484.degrees latitude (g = 980.6199 gals.).
 CT0484
 CT0484.The modeled gravity was interpolated from observed gravity values.
 CT0484
 CT0484;                    North         East    Units  Estimated Accuracy
 CT0484;SPC TXNC     - 2,052,630.      482,690.      MT  (+/- 180 meters Scaled)
 CT0484
 CT0484                          SUPERSEDED SURVEY CONTROL
 CT0484
 CT0484  NGVD 29 (??/??/92)  582.100  (m)         1909.77   (f) ADJ UNCH    1 2
 CT0484
 CT0484.Superseded values are not recommended for survey control.
 CT0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0484.See file dsdata.txt to determine how the superseded data were derived.
 CT0484
 CT0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA298556(NAD 83)
 CT0484_MARKER: DB = BENCH MARK DISK
 CT0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0484_SP_SET: FOUNDATION
 CT0484_STAMPING: T 1158 1961
 CT0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0484
 CT0484  HISTORY     - Date     Condition        Report By
 CT0484  HISTORY     - 1961     MONUMENTED       CGS
 CT0484  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0484  HISTORY     - 19940618 MARK NOT FOUND   USPSQD
 CT0484
 CT0484                          STATION DESCRIPTION
 CT0484
 CT0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0484'IN LAWN.
 CT0484'54 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE RAILROAD STATION AT
 CT0484'LAWN, 33 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 27 FEET NORTH
 CT0484'OF THE CENTER LINE OF FARM ROAD 604, 1 FOOT ABOVE THE LEVEL OF THE
 CT0484'RAILROAD, SET IN TOP OF THE CONCRETE FOUNDATION OF A RAILROAD
 CT0484'SEMAPHORE.
 CT0484
 CT0484                          STATION RECOVERY (1982)
 CT0484
 CT0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0484'THE RAILROAD SEMAPHORE IS NO LONGER AT THIS LOCATION.
 CT0484
 CT0484                          STATION RECOVERY (1994)
 CT0484
 CT0484'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0635 ***********************************************************************
 CT0635  DESIGNATION -  T 1159
 CT0635  PID         -  CT0635
 CT0635  STATE/COUNTY-  TX/TAYLOR
 CT0635  USGS QUAD   -  LAWN (1967)
 CT0635
 CT0635                         *CURRENT SURVEY CONTROL
 CT0635  ___________________________________________________________________
 CT0635* NAD 83(1986)-  32 08 05.     (N)    099 44 09.     (W)     SCALED    
 CT0635* NAVD 88     -       585.158  (meters)    1919.81   (feet)  POSTED    
 CT0635  ___________________________________________________________________
 CT0635  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CT0635  DYNAMIC HT  -         584.390 (meters)    1917.29  (feet)  COMP
 CT0635  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 CT0635
 CT0635  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0635
 CT0635.The horizontal coordinates were scaled from a topographic map and have
 CT0635.an estimated accuracy of +/- 6 seconds.
 CT0635
 CT0635.The orthometric height was determined by differential leveling
 CT0635.and adjusted by the National Geodetic Survey in 1992..
 CT0635.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0635.rate of 1.1 thru 2.0 mm/km.
 CT0635
 CT0635.The geoid height was determined by GEOID03.
 CT0635
 CT0635.The dynamic height is computed by dividing the NAVD 88
 CT0635.geopotential number by the normal gravity value computed on the
 CT0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0635.degrees latitude (g = 980.6199 gals.).
 CT0635
 CT0635.The modeled gravity was interpolated from observed gravity values.
 CT0635
 CT0635;                    North         East    Units  Estimated Accuracy
 CT0635;SPC TXNC     - 2,052,590.      483,400.      MT  (+/- 180 meters Scaled)
 CT0635
 CT0635                          SUPERSEDED SURVEY CONTROL
 CT0635
 CT0635  NGVD 29 (??/??/92)  585.030  (m)         1919.39   (f) ADJ UNCH    1 2
 CT0635
 CT0635.Superseded values are not recommended for survey control.
 CT0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0635.See file dsdata.txt to determine how the superseded data were derived.
 CT0635
 CT0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA305556(NAD 83)
 CT0635_MARKER: DB = BENCH MARK DISK
 CT0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0635_STAMPING: T 1159 1961
 CT0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0635+STABILITY: SURFACE MOTION
 CT0635
 CT0635  HISTORY     - Date     Condition        Report By
 CT0635  HISTORY     - 1961     MONUMENTED       CGS
 CT0635  HISTORY     - 1982     GOOD             NGS
 CT0635  HISTORY     - 19940618 GOOD             USPSQD
 CT0635
 CT0635                          STATION DESCRIPTION
 CT0635
 CT0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0635'0.4 MI E FROM LAWN.
 CT0635'0.4 MILE EAST ALONG FARM ROAD 604 FROM THE STATION AT LAWN, 40 FEET
 CT0635'SOUTH OF CENTERLINE OF THE HIGHWAY, 6 FEET EAST OF A CONCRETE RIGHT OF
 CT0635'WAY POST, 3.6 FEET EAST OF A POWER POLE, 3 FEET WEST OF A METAL
 CT0635'WITNESS POST WITH SIGN, 0.8 FOOT NORTH OF A FENCE, LEVEL WITH THE
 CT0635'HIGHWAY, SET IN TOP OF A CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CT0635'GROUND.
 CT0635
 CT0635                          STATION RECOVERY (1982)
 CT0635
 CT0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0635'0.6 KM (0.35 MI) EAST ALONG FARM ROAD 604 FROM ITS JUNCTION WITH U.S.
 CT0635'HIGHWAY 84, IN LAWN, 12.1 M (39.7 FT) S OF THE CENTERLINE OF THE
 CT0635'HIGHWAY. 1.1 M (3.6 FT) E OF A UTILITY POLE 0.2 M (0.7 FT) N OF A
 CT0635'FENCE.
 CT0635
 CT0635                          STATION RECOVERY (1994)
 CT0635
 CT0635'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0021 ***********************************************************************
 CA0021  DESIGNATION -  T 116
 CA0021  PID         -  CA0021
 CA0021  STATE/COUNTY-  TX/HAMILTON
 CA0021  USGS QUAD   -  HICO (1979)
 CA0021
 CA0021                         *CURRENT SURVEY CONTROL
 CA0021  ___________________________________________________________________
 CA0021* NAD 83(1986)-  31 59 02.     (N)    098 00 54.     (W)     SCALED    
 CA0021* NAVD 88     -       331.521  (meters)    1087.67   (feet)  ADJUSTED  
 CA0021  ___________________________________________________________________
 CA0021  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CA0021  DYNAMIC HT  -         331.103 (meters)    1086.29  (feet)  COMP
 CA0021  MODELED GRAV-     979,370.6   (mgal)                       NAVD 88
 CA0021
 CA0021  VERT ORDER  -  SECOND    CLASS 0
 CA0021
 CA0021.The horizontal coordinates were scaled from a topographic map and have
 CA0021.an estimated accuracy of +/- 6 seconds.
 CA0021
 CA0021.The orthometric height was determined by differential leveling
 CA0021.and adjusted by the National Geodetic Survey in June 1991..
 CA0021
 CA0021.The geoid height was determined by GEOID03.
 CA0021
 CA0021.The dynamic height is computed by dividing the NAVD 88
 CA0021.geopotential number by the normal gravity value computed on the
 CA0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0021.degrees latitude (g = 980.6199 gals.).
 CA0021
 CA0021.The modeled gravity was interpolated from observed gravity values.
 CA0021
 CA0021;                    North         East    Units  Estimated Accuracy
 CA0021;SPC TX C     - 3,259,170.      919,100.      MT  (+/- 180 meters Scaled)
 CA0021
 CA0021                          SUPERSEDED SURVEY CONTROL
 CA0021
 CA0021  NGVD 29 (??/??/92)  331.456  (m)         1087.45   (f) ADJ UNCH    2 0
 CA0021
 CA0021.Superseded values are not recommended for survey control.
 CA0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0021.See file dsdata.txt to determine how the superseded data were derived.
 CA0021
 CA0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA930390(NAD 83)
 CA0021_MARKER: DB = BENCH MARK DISK
 CA0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0021_SP_SET: SIDEWALK
 CA0021_STAMPING: 1087.606 T 116 1933
 CA0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0021
 CA0021  HISTORY     - Date     Condition        Report By
 CA0021  HISTORY     - 1933     MONUMENTED       CGS
 CA0021  HISTORY     - 1935     GOOD             NGS
 CA0021
 CA0021                          STATION DESCRIPTION
 CA0021
 CA0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0021'2.2 MI E FROM HICO.
 CA0021'2.2 MILES EAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT HICO,
 CA0021'HAMILTON COUNTY, AT THE HICO CEMETERY, AT THE NORTHWEST GATE, 6 INCHES
 CA0021'FROM THE NORTH POST AND IN THE CONCRETE WALK.
 CA0021
 CA0021                          STATION RECOVERY (1935)
 CA0021
 CA0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0768 ***********************************************************************
 CT0768  DESIGNATION -  T 1160
 CT0768  PID         -  CT0768
 CT0768  STATE/COUNTY-  TX/JONES
 CT0768  USGS QUAD   -  HAMBY (1987)
 CT0768
 CT0768                         *CURRENT SURVEY CONTROL
 CT0768  ___________________________________________________________________
 CT0768* NAD 83(1986)-  32 35 23.     (N)    099 39 16.     (W)     SCALED    
 CT0768* NAVD 88     -       518.923  (meters)    1702.50   (feet)  ADJUSTED  
 CT0768  ___________________________________________________________________
 CT0768  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CT0768  DYNAMIC HT  -         518.255 (meters)    1700.31  (feet)  COMP
 CT0768  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 CT0768
 CT0768  VERT ORDER  -  SECOND    CLASS 0
 CT0768
 CT0768.The horizontal coordinates were scaled from a topographic map and have
 CT0768.an estimated accuracy of +/- 6 seconds.
 CT0768
 CT0768.The orthometric height was determined by differential leveling
 CT0768.and adjusted by the National Geodetic Survey in June 1991..
 CT0768
 CT0768.The geoid height was determined by GEOID03.
 CT0768
 CT0768.The dynamic height is computed by dividing the NAVD 88
 CT0768.geopotential number by the normal gravity value computed on the
 CT0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0768.degrees latitude (g = 980.6199 gals.).
 CT0768
 CT0768.The modeled gravity was interpolated from observed gravity values.
 CT0768
 CT0768;                    North         East    Units  Estimated Accuracy
 CT0768;SPC TXNC     - 2,102,950.      491,630.      MT  (+/- 180 meters Scaled)
 CT0768
 CT0768                          SUPERSEDED SURVEY CONTROL
 CT0768
 CT0768  NGVD 29 (??/??/92)  518.785  (m)         1702.05   (f) ADJ UNCH    2 0
 CT0768
 CT0768.Superseded values are not recommended for survey control.
 CT0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0768.See file dsdata.txt to determine how the superseded data were derived.
 CT0768
 CT0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB385059(NAD 83)
 CT0768_MARKER: DB = BENCH MARK DISK
 CT0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0768_STAMPING: T 1160 1961
 CT0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0768+STABILITY: SURFACE MOTION
 CT0768
 CT0768  HISTORY     - Date     Condition        Report By
 CT0768  HISTORY     - 1961     MONUMENTED       CGS
 CT0768  HISTORY     - 20011013 GOOD             USPSQD
 CT0768
 CT0768                          STATION DESCRIPTION
 CT0768
 CT0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0768'12.2 MI NW FROM ELMDALE.
 CT0768'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL IN DISTRICT
 CT0768'NUMBER 29 AT ELMDALE, THENCE 1.45 MILES WEST ALONG A PAVED ROAD,
 CT0768'THENCE 4.85 MILES NORTH ALONG ROAD 1082, 40.6 FEET EAST OF THE CENTER
 CT0768'LINE OF ROAD 1082, 15.7 FEET SOUTH OF A CONCRETE R.O.W. POST, 1 FOOT
 CT0768'BELOW THE LEVEL OF THE RAILROAD, 6 INCHES EAST OF A FENCE, 5 FEET
 CT0768'NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND
 CT0768'CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 4 INCHES ABOVE THE
 CT0768'GROUND.
 CT0768
 CT0768                          STATION RECOVERY (2001)
 CT0768
 CT0768'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0402 ***********************************************************************
 CR0402  DESIGNATION -  T 1161
 CR0402  PID         -  CR0402
 CR0402  STATE/COUNTY-  TX/SMITH
 CR0402  USGS QUAD   -  BULLARD (1973)
 CR0402
 CR0402                         *CURRENT SURVEY CONTROL
 CR0402  ___________________________________________________________________
 CR0402* NAD 83(1986)-  32 13 21.     (N)    095 21 04.     (W)     SCALED    
 CR0402* NAVD 88     -       147.925  (meters)     485.32   (feet)  ADJUSTED  
 CR0402  ___________________________________________________________________
 CR0402  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0402  DYNAMIC HT  -         147.751 (meters)     484.75  (feet)  COMP
 CR0402  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 CR0402
 CR0402  VERT ORDER  -  FIRST     CLASS II
 CR0402
 CR0402.The horizontal coordinates were scaled from a topographic map and have
 CR0402.an estimated accuracy of +/- 6 seconds.
 CR0402
 CR0402.The orthometric height was determined by differential leveling
 CR0402.and adjusted by the National Geodetic Survey in June 1991..
 CR0402
 CR0402.The geoid height was determined by GEOID03.
 CR0402
 CR0402.The dynamic height is computed by dividing the NAVD 88
 CR0402.geopotential number by the normal gravity value computed on the
 CR0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0402.degrees latitude (g = 980.6199 gals.).
 CR0402
 CR0402.The modeled gravity was interpolated from observed gravity values.
 CR0402
 CR0402;                    North         East    Units  Estimated Accuracy
 CR0402;SPC TXNC     - 2,066,090.      896,780.      MT  (+/- 180 meters Scaled)
 CR0402
 CR0402                          SUPERSEDED SURVEY CONTROL
 CR0402
 CR0402  NGVD 29 (??/??/92)  147.955  (m)          485.42   (f) ADJ UNCH    1 2
 CR0402
 CR0402.Superseded values are not recommended for survey control.
 CR0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0402.See file dsdata.txt to determine how the superseded data were derived.
 CR0402
 CR0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR784675(NAD 83)
 CR0402_MARKER: DB = BENCH MARK DISK
 CR0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0402_STAMPING: T 1161 1959
 CR0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0402+STABILITY: SURFACE MOTION
 CR0402
 CR0402  HISTORY     - Date     Condition        Report By
 CR0402  HISTORY     - 1959     MONUMENTED       CGS
 CR0402  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0402
 CR0402                          STATION DESCRIPTION
 CR0402
 CR0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0402'6.25 MI NW FROM BULLARD.
 CR0402'ABOUT 6.25 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0402'FROM THE POST OFFICE AT BULLARD, 34 1/2 FEET SOUTHEAST OF THE 1ST POLE
 CR0402'SOUTHEAST OF MILEPOST 557, 19 1/2 FEET NORTHEAST OF THE NORTH EAST
 CR0402'RAIL, 80 FEET SOUTHWEST OF THE CENTER LINE OF FARM ROAD 2493, IN LINE
 CR0402'WITH THE TELEPHONE POLES, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 CR0402'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 CR0402'CONCRETE POST PROJECTING 7 INCHES.
 CR0402
 CR0402                          STATION RECOVERY (1996)
 CR0402
 CR0402'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0842 ***********************************************************************
 CR0842  DESIGNATION -  T 1162
 CR0842  PID         -  CR0842
 CR0842  STATE/COUNTY-  TX/RAINS
 CR0842  USGS QUAD   -  EMORY NORTH (1980)
 CR0842
 CR0842                         *CURRENT SURVEY CONTROL
 CR0842  ___________________________________________________________________
 CR0842* NAD 83(1986)-  32 53 36.     (N)    095 47 54.     (W)     SCALED    
 CR0842* NAVD 88     -       149.396  (meters)     490.14   (feet)  ADJUSTED  
 CR0842  ___________________________________________________________________
 CR0842  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CR0842  DYNAMIC HT  -         149.230 (meters)     489.60  (feet)  COMP
 CR0842  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 CR0842
 CR0842  VERT ORDER  -  FIRST     CLASS II
 CR0842
 CR0842.The horizontal coordinates were scaled from a topographic map and have
 CR0842.an estimated accuracy of +/- 6 seconds.
 CR0842
 CR0842.The orthometric height was determined by differential leveling
 CR0842.and adjusted by the National Geodetic Survey in June 1991..
 CR0842
 CR0842.The geoid height was determined by GEOID03.
 CR0842
 CR0842.The dynamic height is computed by dividing the NAVD 88
 CR0842.geopotential number by the normal gravity value computed on the
 CR0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0842.degrees latitude (g = 980.6199 gals.).
 CR0842
 CR0842.The modeled gravity was interpolated from observed gravity values.
 CR0842
 CR0842;                    North         East    Units  Estimated Accuracy
 CR0842;SPC TXNC     - 2,139,280.      852,720.      MT  (+/- 180 meters Scaled)
 CR0842
 CR0842                          SUPERSEDED SURVEY CONTROL
 CR0842
 CR0842  NGVD 29 (??/??/92)  149.408  (m)          490.18   (f) ADJ UNCH    1 2
 CR0842
 CR0842.Superseded values are not recommended for survey control.
 CR0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0842.See file dsdata.txt to determine how the superseded data were derived.
 CR0842
 CR0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS382429(NAD 83)
 CR0842_MARKER: DB = BENCH MARK DISK
 CR0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0842_STAMPING: T 1162 1959
 CR0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0842+STABILITY: SURFACE MOTION
 CR0842
 CR0842  HISTORY     - Date     Condition        Report By
 CR0842  HISTORY     - 1959     MONUMENTED       CGS
 CR0842  HISTORY     - 19950807 GOOD             USPSQD
 CR0842
 CR0842                          STATION DESCRIPTION
 CR0842
 CR0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0842'2.55 MI NW FROM EMORY.
 CR0842'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 CR0842'COURTHOUSE AT EMORY, THENCE ABOUT 2.45 MILES NORTHWEST ALONG THE NEW
 CR0842'U. S. HIGHWAY 69, 67 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CR0842'HIGHWAY, 106 YARDS NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 CR0842'DIRT ROAD, 17 1/2 FEET EAST OF A 24-INCH OAK TREE, 7 1/2 FEET
 CR0842'SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 1.0 FOOT WEST OF A METAL
 CR0842'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CR0842'NOTE-- TREE MARK AFA IS IN THE WEST ROOT OF A 24-INCH OAK TREE 19 1/2
 CR0842'FEET WEST OF THIS BENCH MARK.
 CR0842
 CR0842                          STATION RECOVERY (1995)
 CR0842
 CR0842'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0488 ***********************************************************************
 DM0488  DESIGNATION -  T 1163
 DM0488  PID         -  DM0488
 DM0488  STATE/COUNTY-  TX/HUNT
 DM0488  USGS QUAD   -  LONE OAK NORTH (1962)
 DM0488
 DM0488                         *CURRENT SURVEY CONTROL
 DM0488  ___________________________________________________________________
 DM0488* NAD 83(1986)-  33 00 28.     (N)    095 56 43.     (W)     SCALED    
 DM0488* NAVD 88     -       171.963  (meters)     564.18   (feet)  ADJUSTED  
 DM0488  ___________________________________________________________________
 DM0488  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DM0488  DYNAMIC HT  -         171.774 (meters)     563.56  (feet)  COMP
 DM0488  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 DM0488
 DM0488  VERT ORDER  -  FIRST     CLASS II
 DM0488
 DM0488.The horizontal coordinates were scaled from a topographic map and have
 DM0488.an estimated accuracy of +/- 6 seconds.
 DM0488
 DM0488.The orthometric height was determined by differential leveling
 DM0488.and adjusted by the National Geodetic Survey in June 1991..
 DM0488
 DM0488.The geoid height was determined by GEOID03.
 DM0488
 DM0488.The dynamic height is computed by dividing the NAVD 88
 DM0488.geopotential number by the normal gravity value computed on the
 DM0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0488.degrees latitude (g = 980.6199 gals.).
 DM0488
 DM0488.The modeled gravity was interpolated from observed gravity values.
 DM0488
 DM0488;                    North         East    Units  Estimated Accuracy
 DM0488;SPC TXNC     - 2,151,620.      838,670.      MT  (+/- 180 meters Scaled)
 DM0488
 DM0488                          SUPERSEDED SURVEY CONTROL
 DM0488
 DM0488  NGVD 29 (??/??/92)  171.960  (m)          564.17   (f) ADJ UNCH    1 2
 DM0488
 DM0488.Superseded values are not recommended for survey control.
 DM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0488.See file dsdata.txt to determine how the superseded data were derived.
 DM0488
 DM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS248560(NAD 83)
 DM0488_MARKER: DB = BENCH MARK DISK
 DM0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0488_STAMPING: T 1163 1959
 DM0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0488+STABILITY: SURFACE MOTION
 DM0488
 DM0488  HISTORY     - Date     Condition        Report By
 DM0488  HISTORY     - 1959     MONUMENTED       CGS
 DM0488  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 DM0488
 DM0488                          STATION DESCRIPTION
 DM0488
 DM0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DM0488'0.75 MI NW FROM LONE OAK.
 DM0488'ABOUT 0.75 MILE NORTHWEST ALONG THE NEW U. S. HIGHWAY 69 FROM THE
 DM0488'JUNCTION OF FARM ROAD 1567 AT LONE OAK, ON THE OUTSIDE OF A LONG CURVE
 DM0488'IN THE HIGHWAY, 182 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DM0488'12 1/2 FEET EAST-NORTHEAST OF A BRACED TELEPHONE POLE, 8 1/2 FEET
 DM0488'WEST-SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, 1 FOOT
 DM0488'SOUTH OF A FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN
 DM0488'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DM0488
 DM0488                          STATION RECOVERY (1994)
 DM0488
 DM0488'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0825 ***********************************************************************
 BL0825  DESIGNATION -  T 1164
 BL0825  PID         -  BL0825
 BL0825  STATE/COUNTY-  TX/WALKER
 BL0825  USGS QUAD   -  PHELPS (1976)
 BL0825
 BL0825                         *CURRENT SURVEY CONTROL
 BL0825  ___________________________________________________________________
 BL0825* NAD 83(1986)-  30 38 59.     (N)    095 27 34.     (W)     SCALED    
 BL0825* NAVD 88     -       106.73   (+/-2cm)     350.2    (feet)  VERTCON   
 BL0825  ___________________________________________________________________
 BL0825  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL0825
 BL0825  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0825
 BL0825.The horizontal coordinates were scaled from a topographic map and have
 BL0825.an estimated accuracy of +/- 6 seconds.
 BL0825
 BL0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0825.The vertical order pertains to the NGVD 29 superseded value.
 BL0825
 BL0825.The geoid height was determined by GEOID03.
 BL0825
 BL0825;                    North         East    Units  Estimated Accuracy
 BL0825;SPC TX C     - 3,119,210.    1,166,970.      MT  (+/- 180 meters Scaled)
 BL0825
 BL0825                          SUPERSEDED SURVEY CONTROL
 BL0825
 BL0825  NGVD 29 (??/??/92)  106.734  (m)          350.18   (f) ADJ UNCH    1 1
 BL0825
 BL0825.Superseded values are not recommended for survey control.
 BL0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0825.See file dsdata.txt to determine how the superseded data were derived.
 BL0825
 BL0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP643933(NAD 83)
 BL0825_MARKER: DB = BENCH MARK DISK
 BL0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0825_STAMPING: T 1164 1959
 BL0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0825+STABILITY: SURFACE MOTION
 BL0825
 BL0825  HISTORY     - Date     Condition        Report By
 BL0825  HISTORY     - 1959     MONUMENTED       CGS
 BL0825  HISTORY     - 1973     GOOD             NGS
 BL0825  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0825
 BL0825                          STATION DESCRIPTION
 BL0825
 BL0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0825'3.45 MI S FROM PHELPS.
 BL0825'ABOUT 3.45 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0825'CROSSING OF SPUR 2296, ABOUT 88.3 FEET EAST OF THE CENTER LINE OF FARM
 BL0825'ROAD 2296, 48.3 FEET WEST OF THE WEST RAIL, 18.9 FEET NORTHWEST OF A
 BL0825'TELEPHONE POLE, 1.4 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE
 BL0825'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BL0825
 BL0825                          STATION RECOVERY (1978)
 BL0825
 BL0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0825'NOT RECOVERED, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1229 ***********************************************************************
 BY1229  DESIGNATION -  T 1165
 BY1229  PID         -  BY1229
 BY1229  STATE/COUNTY-  TX/HOUSTON
 BY1229  USGS QUAD   -  PERCILLA (1982)
 BY1229
 BY1229                         *CURRENT SURVEY CONTROL
 BY1229  ___________________________________________________________________
 BY1229* NAD 83(1986)-  31 33 03.     (N)    095 29 13.     (W)     SCALED    
 BY1229* NAVD 88     -       148.500  (meters)     487.20   (feet)  ADJUSTED  
 BY1229  ___________________________________________________________________
 BY1229  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY1229  DYNAMIC HT  -         148.316 (meters)     486.60  (feet)  COMP
 BY1229  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 BY1229
 BY1229  VERT ORDER  -  FIRST     CLASS II
 BY1229
 BY1229.The horizontal coordinates were scaled from a topographic map and have
 BY1229.an estimated accuracy of +/- 6 seconds.
 BY1229
 BY1229.The orthometric height was determined by differential leveling
 BY1229.and adjusted by the National Geodetic Survey in June 1991..
 BY1229
 BY1229.The geoid height was determined by GEOID03.
 BY1229
 BY1229.The dynamic height is computed by dividing the NAVD 88
 BY1229.geopotential number by the normal gravity value computed on the
 BY1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1229.degrees latitude (g = 980.6199 gals.).
 BY1229
 BY1229.The modeled gravity was interpolated from observed gravity values.
 BY1229
 BY1229;                    North         East    Units  Estimated Accuracy
 BY1229;SPC TX C     - 3,218,900.    1,159,990.      MT  (+/- 180 meters Scaled)
 BY1229
 BY1229                          SUPERSEDED SURVEY CONTROL
 BY1229
 BY1229  NGVD 29 (??/??/92)  148.501  (m)          487.21   (f) ADJ UNCH    1 2
 BY1229
 BY1229.Superseded values are not recommended for survey control.
 BY1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1229.See file dsdata.txt to determine how the superseded data were derived.
 BY1229
 BY1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ639933(NAD 83)
 BY1229_MARKER: DB = BENCH MARK DISK
 BY1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1229_STAMPING: T 1165 1960
 BY1229_PROJECTION: PROJECTING 3 CENTIMETERS
 BY1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1229+STABILITY: SURFACE MOTION
 BY1229
 BY1229  HISTORY     - Date     Condition        Report By
 BY1229  HISTORY     - 1960     MONUMENTED       CGS
 BY1229  HISTORY     - 1980     GOOD             NGS
 BY1229
 BY1229                          STATION DESCRIPTION
 BY1229
 BY1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1229'4.4 MI NW FROM GRAPELAND.
 BY1229'ABOUT 4.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1229'STATION AT GRAPELAND, 95 FEET NORTHEAST OF AND ACROSS THE TRACK FROM
 BY1229'THE THIRD TELEPHONE POLE SOUTH OF MILEPOST 20, 33 FEET EAST OF THE
 BY1229'EAST RAIL, 109 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 287, 83
 BY1229'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, IN LINE WITH A ROW OF
 BY1229'TELEPHONE POLES, 18 FEET SOUTH OF TELEPHONE POLE NO. 1818, 1.5 FEET
 BY1229'WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 BY1229'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BY1229
 BY1229                          STATION RECOVERY (1980)
 BY1229
 BY1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1229'7.5 KM. (4.65 MI.) NORTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY1229'FROM THE JUNCTION OF FARM ROAD 2423 IN GRAPELAND, 33.2 M. (109 FT.)
 BY1229'WEST OF THE CENTERLINE OF THE HIGHWAY, 10.1 M. (33.0 FT.) EAST OF THE
 BY1229'EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 25.2 M. (83.0 FT.) NORTH
 BY1229'OF THE CENTERLINE OF A DIRT ROAD, 12.1 M. 12.1 M. (52.7 FT.)
 BY1229'NORTH-NORTHEAST OF RAILROAD SIGNAL LIGHT NUMBER 2.
 BY1229'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BY1229'THE MARK IS 1.2 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1356 ***********************************************************************
 BY1356  DESIGNATION -  T 1166
 BY1356  PID         -  BY1356
 BY1356  STATE/COUNTY-  TX/HOUSTON
 BY1356  USGS QUAD   -  GRAPELAND (1951)
 BY1356
 BY1356                         *CURRENT SURVEY CONTROL
 BY1356  ___________________________________________________________________
 BY1356* NAD 83(1986)-  31 25 58.     (N)    095 29 15.     (W)     SCALED    
 BY1356* NAVD 88     -        91.40   (+/-2cm)     299.9    (feet)  VERTCON   
 BY1356  ___________________________________________________________________
 BY1356  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY1356
 BY1356  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1356
 BY1356.The horizontal coordinates were scaled from a topographic map and have
 BY1356.an estimated accuracy of +/- 6 seconds.
 BY1356
 BY1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1356.The vertical order pertains to the NGVD 29 superseded value.
 BY1356
 BY1356.The geoid height was determined by GEOID03.
 BY1356
 BY1356;                    North         East    Units  Estimated Accuracy
 BY1356;SPC TX C     - 3,205,820.    1,160,510.      MT  (+/- 180 meters Scaled)
 BY1356
 BY1356                          SUPERSEDED SURVEY CONTROL
 BY1356
 BY1356  NGVD 29 (??/??/92)   91.397  (m)          299.86   (f) ADJ UNCH    1 2
 BY1356
 BY1356.Superseded values are not recommended for survey control.
 BY1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1356.See file dsdata.txt to determine how the superseded data were derived.
 BY1356
 BY1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ635802(NAD 83)
 BY1356_MARKER: DB = BENCH MARK DISK
 BY1356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY1356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY1356_STAMPING: T 1166 1960
 BY1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1356
 BY1356  HISTORY     - Date     Condition        Report By
 BY1356  HISTORY     - 1960     MONUMENTED       CGS
 BY1356
 BY1356                          STATION DESCRIPTION
 BY1356
 BY1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1356'4.4 MI S FROM GRAPELAND.
 BY1356'ABOUT 4.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1356'STATION AT GRAPELAND, 6 1/2 FEET SOUTHEAST OF THE THIRD TELEPHONE POLE
 BY1356'NORTH OF MILEPOST 29, 26 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK,
 BY1356'22 FEET EAST OF A FENCE, 24 FEET WEST OF THE NORTHWEST CORNER OF
 BY1356'TRESTLE NO. 28.8, 31 1/2 FEET NORTHEAST OF A FENCE CORNER, ABOUT 8
 BY1356'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 3 1/2-INCH IRON
 BY1356'PIPE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0086 ***********************************************************************
 DO0086  DESIGNATION -  T 1167
 DO0086  PID         -  DO0086
 DO0086  STATE/COUNTY-  TX/CLAY
 DO0086  USGS QUAD   -  JOY (1964)
 DO0086
 DO0086                         *CURRENT SURVEY CONTROL
 DO0086  ___________________________________________________________________
 DO0086* NAD 83(1986)-  33 30 04.     (N)    098 11 47.     (W)     SCALED    
 DO0086* NAVD 88     -       325.939  (meters)    1069.35   (feet)  ADJUSTED  
 DO0086  ___________________________________________________________________
 DO0086  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DO0086  DYNAMIC HT  -         325.572 (meters)    1068.15  (feet)  COMP
 DO0086  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 DO0086
 DO0086  VERT ORDER  -  SECOND    CLASS 0
 DO0086
 DO0086.The horizontal coordinates were scaled from a topographic map and have
 DO0086.an estimated accuracy of +/- 6 seconds.
 DO0086
 DO0086.The orthometric height was determined by differential leveling
 DO0086.and adjusted by the National Geodetic Survey in June 1991..
 DO0086
 DO0086.The geoid height was determined by GEOID03.
 DO0086
 DO0086.The dynamic height is computed by dividing the NAVD 88
 DO0086.geopotential number by the normal gravity value computed on the
 DO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0086.degrees latitude (g = 980.6199 gals.).
 DO0086
 DO0086.The modeled gravity was interpolated from observed gravity values.
 DO0086
 DO0086;                    North         East    Units  Estimated Accuracy
 DO0086;SPC TXNC     - 2,203,470.      628,210.      MT  (+/- 180 meters Scaled)
 DO0086
 DO0086                          SUPERSEDED SURVEY CONTROL
 DO0086
 DO0086  NGVD 29 (??/??/92)  326.014  (m)         1069.60   (f) ADJ UNCH    2 0
 DO0086
 DO0086.Superseded values are not recommended for survey control.
 DO0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0086.See file dsdata.txt to determine how the superseded data were derived.
 DO0086
 DO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC746071(NAD 83)
 DO0086_MARKER: DB = BENCH MARK DISK
 DO0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0086_SP_SET: CULVERT
 DO0086_STAMPING: T 1167 1961
 DO0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0086
 DO0086  HISTORY     - Date     Condition        Report By
 DO0086  HISTORY     - 1961     MONUMENTED       CGS
 DO0086
 DO0086                          STATION DESCRIPTION
 DO0086
 DO0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0086'7.6 MI SW FROM BUFFALO SPINGS.
 DO0086'ABOUT 3.5 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0086'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, THENCE 4.1
 DO0086'MILES SOUTH ALONG STATE HIGHWAY 148, 0.15 MILE SOUTH OF A ROADSIDE
 DO0086'PARK, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 DO0086'OF THE CENTER OF THE HEAD WALL OF A CONCRETE CULVERT, AND ABOUT 7 FEET
 DO0086'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0156 ***********************************************************************
 DO0156  DESIGNATION -  T 1168
 DO0156  PID         -  DO0156
 DO0156  STATE/COUNTY-  TX/JACK
 DO0156  USGS QUAD   -  JACKSBORO (1982)
 DO0156
 DO0156                         *CURRENT SURVEY CONTROL
 DO0156  ___________________________________________________________________
 DO0156* NAD 83(1986)-  33 14 27.     (N)    098 13 10.     (W)     SCALED    
 DO0156* NAVD 88     -       308.446  (meters)    1011.96   (feet)  ADJUSTED  
 DO0156  ___________________________________________________________________
 DO0156  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DO0156  DYNAMIC HT  -         308.094 (meters)    1010.81  (feet)  COMP
 DO0156  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 DO0156
 DO0156  VERT ORDER  -  SECOND    CLASS 0
 DO0156
 DO0156.The horizontal coordinates were scaled from a topographic map and have
 DO0156.an estimated accuracy of +/- 6 seconds.
 DO0156
 DO0156.The orthometric height was determined by differential leveling
 DO0156.and adjusted by the National Geodetic Survey in June 1991..
 DO0156
 DO0156.The geoid height was determined by GEOID03.
 DO0156
 DO0156.The dynamic height is computed by dividing the NAVD 88
 DO0156.geopotential number by the normal gravity value computed on the
 DO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0156.degrees latitude (g = 980.6199 gals.).
 DO0156
 DO0156.The modeled gravity was interpolated from observed gravity values.
 DO0156
 DO0156;                    North         East    Units  Estimated Accuracy
 DO0156;SPC TXNC     - 2,174,590.      626,140.      MT  (+/- 180 meters Scaled)
 DO0156
 DO0156                          SUPERSEDED SURVEY CONTROL
 DO0156
 DO0156  NGVD 29 (??/??/92)  308.376  (m)         1011.73   (f) ADJ UNCH    2 0
 DO0156
 DO0156.Superseded values are not recommended for survey control.
 DO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0156.See file dsdata.txt to determine how the superseded data were derived.
 DO0156
 DO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB727782(NAD 83)
 DO0156_MARKER: DB = BENCH MARK DISK
 DO0156_SETTING: 66 = SET IN ROCK OUTCROP
 DO0156_SP_SET: OUTCROP
 DO0156_STAMPING: T 1168 1961
 DO0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0156+STABILITY: POSITION/ELEVATION WELL
 DO0156
 DO0156  HISTORY     - Date     Condition        Report By
 DO0156  HISTORY     - 1961     MONUMENTED       CGS
 DO0156  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0156  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0156
 DO0156                          STATION DESCRIPTION
 DO0156
 DO0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0156'4.2 MI NW FROM JACKSBORO.
 DO0156'ABOUT 4.2 MILES NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0156'199 FROM THE COURTHOUSE AT JACKSBORO, ABOUT 0.1 MILE NORTHWEST OF THE
 DO0156'BRIDGE OVER BIG CLEVELAND CREEK, 64 FEET SOUTHWEST OF THE CENTER LINE
 DO0156'OF THE HIGHWAY, SET IN THE TOP OF A LARGE ROCK OUTCROP, 65 FEET
 DO0156'NORTHWEST OF A FENCE LEADING SOUTH, 2 FEET SOUTHWEST OF A FENCE, ABOUT
 DO0156'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND PROJECTING 24 INCHES.
 DO0156
 DO0156                          STATION RECOVERY (2001)
 DO0156
 DO0156'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0156'MARK NOT FOUND.
 DO0156
 DO0156                          STATION RECOVERY (2005)
 DO0156
 DO0156'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0157 ***********************************************************************
 DO0157  DESIGNATION -  T 1168 RESET 1972
 DO0157  PID         -  DO0157
 DO0157  STATE/COUNTY-  TX/JACK
 DO0157  USGS QUAD   -  JACKSBORO (1982)
 DO0157
 DO0157                         *CURRENT SURVEY CONTROL
 DO0157  ___________________________________________________________________
 DO0157* NAD 83(1986)-  33 14 25.     (N)    098 13 04.     (W)     SCALED    
 DO0157* NAVD 88     -       310.37   (+/-2cm)    1018.3    (feet)  VERTCON   
 DO0157  ___________________________________________________________________
 DO0157  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DO0157
 DO0157  VERT ORDER  -  THIRD (See Below)
 DO0157
 DO0157.The horizontal coordinates were scaled from a topographic map and have
 DO0157.an estimated accuracy of +/- 6 seconds.
 DO0157
 DO0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0157.The vertical order pertains to the NGVD 29 superseded value.
 DO0157
 DO0157.The geoid height was determined by GEOID03.
 DO0157
 DO0157;                    North         East    Units  Estimated Accuracy
 DO0157;SPC TXNC     - 2,174,530.      626,300.      MT  (+/- 180 meters Scaled)
 DO0157
 DO0157                          SUPERSEDED SURVEY CONTROL
 DO0157
 DO0157  NGVD 29 (01/29/03)  310.31   (m)         1018.1    (f) RESET       3  
 DO0157
 DO0157.Superseded values are not recommended for survey control.
 DO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0157.See file dsdata.txt to determine how the superseded data were derived.
 DO0157
 DO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB728781(NAD 83)
 DO0157_MARKER: DB = BENCH MARK DISK
 DO0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0157_SP_SET: BRIDGE
 DO0157_STAMPING: T 1168 RESET 1972
 DO0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0157
 DO0157  HISTORY     - Date     Condition        Report By
 DO0157  HISTORY     - 1972     MONUMENTED       TXHD
 DO0157  HISTORY     - 20010325 GOOD             USPSQD
 DO0157  HISTORY     - 20050416 GOOD             USPSQD
 DO0157
 DO0157                          STATION DESCRIPTION
 DO0157
 DO0157'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 DO0157'4.2 MI SW FROM JACKSBORO.
 DO0157'ABOUT 4.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0157'199 FROM THE COURTHOUSE AT JACKSBORO, SET IN THE TOP OF THE NORTHEAST
 DO0157'WING OF EAST BOUND LANE BRIDGE OVER CLEVELAND CREEK.
 DO0157
 DO0157                          STATION RECOVERY (2001)
 DO0157
 DO0157'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0157'RECOVERED IN GOOD CONDITION.
 DO0157
 DO0157                          STATION RECOVERY (2005)
 DO0157
 DO0157'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0120 ***********************************************************************
 DO0120  DESIGNATION -  T 1169
 DO0120  PID         -  DO0120
 DO0120  STATE/COUNTY-  TX/ARCHER
 DO0120  USGS QUAD   -  DARNELL BRANCH (1964)
 DO0120
 DO0120                         *CURRENT SURVEY CONTROL
 DO0120  ___________________________________________________________________
 DO0120* NAD 83(1986)-  33 27 37.     (N)    098 25 17.     (W)     SCALED    
 DO0120* NAVD 88     -       311.428  (meters)    1021.74   (feet)  ADJUSTED  
 DO0120  ___________________________________________________________________
 DO0120  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DO0120  DYNAMIC HT  -         311.073 (meters)    1020.58  (feet)  COMP
 DO0120  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 DO0120
 DO0120  VERT ORDER  -  SECOND    CLASS 0
 DO0120
 DO0120.The horizontal coordinates were scaled from a topographic map and have
 DO0120.an estimated accuracy of +/- 6 seconds.
 DO0120
 DO0120.The orthometric height was determined by differential leveling
 DO0120.and adjusted by the National Geodetic Survey in June 1991..
 DO0120
 DO0120.The geoid height was determined by GEOID03.
 DO0120
 DO0120.The dynamic height is computed by dividing the NAVD 88
 DO0120.geopotential number by the normal gravity value computed on the
 DO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0120.degrees latitude (g = 980.6199 gals.).
 DO0120
 DO0120.The modeled gravity was interpolated from observed gravity values.
 DO0120
 DO0120;                    North         East    Units  Estimated Accuracy
 DO0120;SPC TXNC     - 2,198,900.      607,310.      MT  (+/- 180 meters Scaled)
 DO0120
 DO0120                          SUPERSEDED SURVEY CONTROL
 DO0120
 DO0120  NGVD 29 (??/??/92)  311.359  (m)         1021.52   (f) ADJ UNCH    2 0
 DO0120
 DO0120.Superseded values are not recommended for survey control.
 DO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0120.See file dsdata.txt to determine how the superseded data were derived.
 DO0120
 DO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC537024(NAD 83)
 DO0120_MARKER: DB = BENCH MARK DISK
 DO0120_SETTING: 66 = SET IN ROCK OUTCROP
 DO0120_SP_SET: OUTCROP
 DO0120_STAMPING: T 1169 1961
 DO0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0120+STABILITY: POSITION/ELEVATION WELL
 DO0120
 DO0120  HISTORY     - Date     Condition        Report By
 DO0120  HISTORY     - 1961     MONUMENTED       CGS
 DO0120
 DO0120                          STATION DESCRIPTION
 DO0120
 DO0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0120'3.6 MI NW FROM ANTELOPE.
 DO0120'ABOUT 1.8 MILES NORTHWEST ALONG BUSINESS LOOP 187 FROM THE POST OFFICE
 DO0120'AT ANTELOPE, THENCE 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 281, 98
 DO0120'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET WEST OF THE
 DO0120'JACK-ARCHER COUNTY LINE, SET IN THE TOP OF A SANDSTONE OUTCROP, 34 1/2
 DO0120'FEET NORTHEAST OF A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DO0120'HIGHWAY, AND PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0050 ***********************************************************************
 CA0050  DESIGNATION -  T 117
 CA0050  PID         -  CA0050
 CA0050  STATE/COUNTY-  TX/HAMILTON
 CA0050  USGS QUAD   -  POTTSVILLE (1956)
 CA0050
 CA0050                         *CURRENT SURVEY CONTROL
 CA0050  ___________________________________________________________________
 CA0050* NAD 83(1986)-  31 40 16.     (N)    098 19 31.     (W)     SCALED    
 CA0050* NAVD 88     -       399.197  (meters)    1309.70   (feet)  ADJUSTED  
 CA0050  ___________________________________________________________________
 CA0050  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CA0050  DYNAMIC HT  -         398.677 (meters)    1307.99  (feet)  COMP
 CA0050  MODELED GRAV-     979,323.3   (mgal)                       NAVD 88
 CA0050
 CA0050  VERT ORDER  -  SECOND    CLASS 0
 CA0050
 CA0050.The horizontal coordinates were scaled from a topographic map and have
 CA0050.an estimated accuracy of +/- 6 seconds.
 CA0050
 CA0050.The orthometric height was determined by differential leveling
 CA0050.and adjusted by the National Geodetic Survey in June 1991..
 CA0050
 CA0050.The geoid height was determined by GEOID03.
 CA0050
 CA0050.The dynamic height is computed by dividing the NAVD 88
 CA0050.geopotential number by the normal gravity value computed on the
 CA0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0050.degrees latitude (g = 980.6199 gals.).
 CA0050
 CA0050.The modeled gravity was interpolated from observed gravity values.
 CA0050
 CA0050;                    North         East    Units  Estimated Accuracy
 CA0050;SPC TX C     - 3,223,930.      890,400.      MT  (+/- 180 meters Scaled)
 CA0050
 CA0050                          SUPERSEDED SURVEY CONTROL
 CA0050
 CA0050  NGVD 29 (??/??/92)  399.110  (m)         1309.41   (f) ADJ UNCH    2 0
 CA0050
 CA0050.Superseded values are not recommended for survey control.
 CA0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0050.See file dsdata.txt to determine how the superseded data were derived.
 CA0050
 CA0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA639041(NAD 83)
 CA0050_MARKER: DB = BENCH MARK DISK
 CA0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0050_SP_SET: PIER
 CA0050_STAMPING: 1309.558 T 117 1933
 CA0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0050
 CA0050  HISTORY     - Date     Condition        Report By
 CA0050  HISTORY     - 1933     MONUMENTED       CGS
 CA0050  HISTORY     - 1935     GOOD             NGS
 CA0050
 CA0050                          STATION DESCRIPTION
 CA0050
 CA0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0050'IN POTTSVILLE.
 CA0050'AT POTTSVILLE, HAMILTON COUNTY, AT THE BRIDGE OVER COWHOUSE CREEK, IN
 CA0050'THE TOP OF THE WEST END OF THE NORTH PIER, AND 8 INCHES FROM THE
 CA0050'ADJACENT SIDES.
 CA0050
 CA0050                          STATION RECOVERY (1935)
 CA0050
 CA0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0070 ***********************************************************************
 CT0070  DESIGNATION -  T 1170
 CT0070  PID         -  CT0070
 CT0070  STATE/COUNTY-  TX/PALO PINTO
 CT0070  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0070
 CT0070                         *CURRENT SURVEY CONTROL
 CT0070  ___________________________________________________________________
 CT0070* NAD 83(1986)-  32 48 33.     (N)    098 05 22.     (W)     SCALED    
 CT0070* NAVD 88     -       269.833  (meters)     885.28   (feet)  ADJUSTED  
 CT0070  ___________________________________________________________________
 CT0070  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CT0070  DYNAMIC HT  -         269.503 (meters)     884.19  (feet)  COMP
 CT0070  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 CT0070
 CT0070  VERT ORDER  -  SECOND    CLASS 0
 CT0070
 CT0070.The horizontal coordinates were scaled from a topographic map and have
 CT0070.an estimated accuracy of +/- 6 seconds.
 CT0070
 CT0070.The orthometric height was determined by differential leveling
 CT0070.and adjusted by the National Geodetic Survey in June 1991..
 CT0070
 CT0070.The geoid height was determined by GEOID03.
 CT0070
 CT0070.The dynamic height is computed by dividing the NAVD 88
 CT0070.geopotential number by the normal gravity value computed on the
 CT0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0070.degrees latitude (g = 980.6199 gals.).
 CT0070
 CT0070.The modeled gravity was interpolated from observed gravity values.
 CT0070
 CT0070;                    North         East    Units  Estimated Accuracy
 CT0070;SPC TXNC     - 2,126,770.      638,450.      MT  (+/- 180 meters Scaled)
 CT0070
 CT0070                          SUPERSEDED SURVEY CONTROL
 CT0070
 CT0070  NGVD 29 (??/??/92)  269.731  (m)          884.94   (f) ADJ UNCH    2 0
 CT0070
 CT0070.Superseded values are not recommended for survey control.
 CT0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0070.See file dsdata.txt to determine how the superseded data were derived.
 CT0070
 CT0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB852304(NAD 83)
 CT0070_MARKER: DB = BENCH MARK DISK
 CT0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0070_SP_SET: CULVERT
 CT0070_STAMPING: T 1170 1961
 CT0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0070
 CT0070  HISTORY     - Date     Condition        Report By
 CT0070  HISTORY     - 1961     MONUMENTED       CGS
 CT0070  HISTORY     - 19980627 GOOD             USPSQD
 CT0070  HISTORY     - 20030513 MARK NOT FOUND   INDIV
 CT0070  HISTORY     - 20040327 GOOD             USPSQD
 CT0070
 CT0070                          STATION DESCRIPTION
 CT0070
 CT0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0070'1.3 MI E FROM MINERAL WELLS.
 CT0070'ABOUT 1.3 MILES EAST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0070'MINERAL WELLS, 41 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CT0070'THE TOP OF THE EAST END OF A CONCRETE RETAINING WALL OF A CONCRETE
 CT0070'CULVERT UNDER THE HIGHWAY, 134 FEET SOUTH OF THE LOUNGE ENTRANCE TO
 CT0070'THE MOUNTAINEER BOWLING LANES, 34 FEET SOUTH OF THE SOUTH STEEL POST
 CT0070'UPHOLDING THE SIGN THAT INDICATES THE NAME OF THE BOWLING LANES, 9 1/2
 CT0070'FEET NORTHEAST OF THE EAST END OF THE NORTH HEAD WALL OF A CONCRETE
 CT0070'CULVERT UNDER THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 CT0070
 CT0070                          STATION RECOVERY (1998)
 CT0070
 CT0070'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0070'RECOVERED IN GOOD CONDITION.
 CT0070
 CT0070                          STATION RECOVERY (2003)
 CT0070
 CT0070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 CT0070'MARK HAS BEEN RESET. RECOVERED DISK STAMPED T1170 RESET 1994 ON CENTER
 CT0070'OF INLET, IN THE VICINITY OF THE OLD MARK
 CT0070
 CT0070                          STATION RECOVERY (2004)
 CT0070
 CT0070'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0372 ***********************************************************************
 CU0372  DESIGNATION -  T 1171 RESET 1974
 CU0372  PID         -  CU0372
 CU0372  STATE/COUNTY-  TX/MITCHELL
 CU0372  USGS QUAD   -  DAM DRAW (1987)
 CU0372
 CU0372                         *CURRENT SURVEY CONTROL
 CU0372  ___________________________________________________________________
 CU0372* NAD 83(1986)-  32 07 43.     (N)    100 44 04.     (W)     SCALED    
 CU0372* NAVD 88     -       633.18   (+/-2cm)    2077.4    (feet)  VERTCON   
 CU0372  ___________________________________________________________________
 CU0372  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CU0372
 CU0372  VERT ORDER  -  THIRD (See Below)
 CU0372
 CU0372.The horizontal coordinates were scaled from a topographic map and have
 CU0372.an estimated accuracy of +/- 6 seconds.
 CU0372
 CU0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0372.The vertical order pertains to the NGVD 29 superseded value.
 CU0372
 CU0372.The geoid height was determined by GEOID03.
 CU0372
 CU0372;                    North         East    Units  Estimated Accuracy
 CU0372;SPC TXNC     - 2,053,470.      389,170.      MT  (+/- 180 meters Scaled)
 CU0372
 CU0372                          SUPERSEDED SURVEY CONTROL
 CU0372
 CU0372  NGVD 29 (01/29/03)  632.99   (m)         2076.7    (f) RESET       3  
 CU0372
 CU0372.Superseded values are not recommended for survey control.
 CU0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0372.See file dsdata.txt to determine how the superseded data were derived.
 CU0372
 CU0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA363560(NAD 83)
 CU0372_MARKER: DB = BENCH MARK DISK
 CU0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0372_SP_SET: CULVERT
 CU0372_STAMPING: T 1171 RESET 1974
 CU0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0372
 CU0372  HISTORY     - Date     Condition        Report By
 CU0372  HISTORY     - 1974     MONUMENTED       TXHD
 CU0372  HISTORY     - 1975     GOOD             TXHD
 CU0372
 CU0372                          STATION DESCRIPTION
 CU0372
 CU0372'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1975
 CU0372'5.0 MI NNW FROM SILVER.
 CU0372'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0372'AT SILVER, THENCE 4.45 MILES NORTHWEST ALONG STATE HIGHWAY 208, SET 25
 CU0372'FEET LEFT OF THE CENTERLINE OF STATION 1017+16 IN THE END OF THE NEW
 CU0372'CONCRETE WING IN THE NORTHEAST CORNER OF THE CULVERT AT WALNUT CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0009 ***********************************************************************
 CB0009  DESIGNATION -  T 1172
 CB0009  PID         -  CB0009
 CB0009  STATE/COUNTY-  TX/COKE
 CB0009  USGS QUAD   -  BRONTE (1987)
 CB0009
 CB0009                         *CURRENT SURVEY CONTROL
 CB0009  ___________________________________________________________________
 CB0009* NAD 83(1986)-  31 53 16.     (N)    100 17 42.     (W)     SCALED    
 CB0009* NAVD 88     -       549.440  (meters)    1802.62   (feet)  ADJUSTED  
 CB0009  ___________________________________________________________________
 CB0009  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 CB0009  DYNAMIC HT  -         548.720 (meters)    1800.26  (feet)  COMP
 CB0009  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 CB0009
 CB0009  VERT ORDER  -  SECOND    CLASS 0
 CB0009
 CB0009.The horizontal coordinates were scaled from a topographic map and have
 CB0009.an estimated accuracy of +/- 6 seconds.
 CB0009
 CB0009.The orthometric height was determined by differential leveling
 CB0009.and adjusted by the National Geodetic Survey in June 1991..
 CB0009
 CB0009.The geoid height was determined by GEOID03.
 CB0009
 CB0009.The dynamic height is computed by dividing the NAVD 88
 CB0009.geopotential number by the normal gravity value computed on the
 CB0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0009.degrees latitude (g = 980.6199 gals.).
 CB0009
 CB0009.The modeled gravity was interpolated from observed gravity values.
 CB0009
 CB0009;                    North         East    Units  Estimated Accuracy
 CB0009;SPC TX C     - 3,246,230.      703,630.      MT  (+/- 180 meters Scaled)
 CB0009
 CB0009                          SUPERSEDED SURVEY CONTROL
 CB0009
 CB0009  NGVD 29 (??/??/92)  549.252  (m)         1802.00   (f) ADJ UNCH    2 0
 CB0009
 CB0009.Superseded values are not recommended for survey control.
 CB0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0009.See file dsdata.txt to determine how the superseded data were derived.
 CB0009
 CB0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA775287(NAD 83)
 CB0009_MARKER: DB = BENCH MARK DISK
 CB0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0009_SP_SET: CULVERT
 CB0009_STAMPING: T 1172 1961
 CB0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0009
 CB0009  HISTORY     - Date     Condition        Report By
 CB0009  HISTORY     - 1961     MONUMENTED       CGS
 CB0009
 CB0009                          STATION DESCRIPTION
 CB0009
 CB0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0009'IN BRONTE.
 CB0009'AT BRONTE, 196 FEET NORTH AND ACROSS STATE HIGHWAY 158 FROM THE
 CB0009'NORTHWEST CORNER OF THE PANHANDLE AND SANTA FE RAILROAD STATION, 44
 CB0009'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 30 FEET NORTH OF THE
 CB0009'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 CB0009'NORTH CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, AND
 CB0009'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0126 ***********************************************************************
 CU0126  DESIGNATION -  T 1173
 CU0126  PID         -  CU0126
 CU0126  STATE/COUNTY-  TX/FISHER
 CU0126  USGS QUAD   -  ROTAN (1981)
 CU0126
 CU0126                         *CURRENT SURVEY CONTROL
 CU0126  ___________________________________________________________________
 CU0126* NAD 83(1986)-  32 49 33.     (N)    100 25 25.     (W)     SCALED    
 CU0126* NAVD 88     -       590.966  (meters)    1938.86   (feet)  ADJUSTED  
 CU0126  ___________________________________________________________________
 CU0126  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CU0126  DYNAMIC HT  -         590.194 (meters)    1936.33  (feet)  COMP
 CU0126  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 CU0126
 CU0126  VERT ORDER  -  SECOND    CLASS 0
 CU0126
 CU0126.The horizontal coordinates were scaled from a topographic map and have
 CU0126.an estimated accuracy of +/- 6 seconds.
 CU0126
 CU0126.The orthometric height was determined by differential leveling
 CU0126.and adjusted by the National Geodetic Survey in June 1991..
 CU0126
 CU0126.The geoid height was determined by GEOID03.
 CU0126
 CU0126.The dynamic height is computed by dividing the NAVD 88
 CU0126.geopotential number by the normal gravity value computed on the
 CU0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0126.degrees latitude (g = 980.6199 gals.).
 CU0126
 CU0126.The modeled gravity was interpolated from observed gravity values.
 CU0126
 CU0126;                    North         East    Units  Estimated Accuracy
 CU0126;SPC TXNC     - 2,130,190.      419,910.      MT  (+/- 180 meters Scaled)
 CU0126
 CU0126                          SUPERSEDED SURVEY CONTROL
 CU0126
 CU0126  NGVD 29 (??/??/92)  590.722  (m)         1938.06   (f) ADJ UNCH    2 0
 CU0126
 CU0126.Superseded values are not recommended for survey control.
 CU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0126.See file dsdata.txt to determine how the superseded data were derived.
 CU0126
 CU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB667328(NAD 83)
 CU0126_MARKER: DB = BENCH MARK DISK
 CU0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0126_STAMPING: T 1173 1961
 CU0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0126+STABILITY: SURFACE MOTION
 CU0126
 CU0126  HISTORY     - Date     Condition        Report By
 CU0126  HISTORY     - 1961     MONUMENTED       CGS
 CU0126
 CU0126                          STATION DESCRIPTION
 CU0126
 CU0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0126'3.25 MI SE FROM ROTAN.
 CU0126'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0126'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 3.15 MILES SOUTHEAST
 CU0126'ALONG STATE HIGHWAY 70, 57 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 CU0126'THE HIGHWAY, 197 FEET NORTH OF AND ACROSS THE HIGHWAY FROM A 14-INCH
 CU0126'MESQUITE TREE, 45 1/2 FEET WEST OF A POWER POLE, IN LINE WITH A ROW OF
 CU0126'POWER POLES WITH LINES CROSSING OVER THE HIGHWAY, 1.8 FEET NORTH OF A
 CU0126'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 CU0126'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0139 ***********************************************************************
 DP0139  DESIGNATION -  T 1174
 DP0139  PID         -  DP0139
 DP0139  STATE/COUNTY-  TX/KENT
 DP0139  USGS QUAD   -  GANT HILLS (1969)
 DP0139
 DP0139                         *CURRENT SURVEY CONTROL
 DP0139  ___________________________________________________________________
 DP0139* NAD 83(1986)-  33 06 42.     (N)    100 37 31.     (W)     SCALED    
 DP0139* NAVD 88     -       627.920  (meters)    2060.10   (feet)  ADJUSTED  
 DP0139  ___________________________________________________________________
 DP0139  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DP0139  DYNAMIC HT  -         627.133 (meters)    2057.52  (feet)  COMP
 DP0139  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 DP0139
 DP0139  VERT ORDER  -  SECOND    CLASS 0
 DP0139
 DP0139.The horizontal coordinates were scaled from a topographic map and have
 DP0139.an estimated accuracy of +/- 6 seconds.
 DP0139
 DP0139.The orthometric height was determined by differential leveling
 DP0139.and adjusted by the National Geodetic Survey in June 1991..
 DP0139
 DP0139.The geoid height was determined by GEOID03.
 DP0139
 DP0139.The dynamic height is computed by dividing the NAVD 88
 DP0139.geopotential number by the normal gravity value computed on the
 DP0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0139.degrees latitude (g = 980.6199 gals.).
 DP0139
 DP0139.The modeled gravity was interpolated from observed gravity values.
 DP0139
 DP0139;                    North         East    Units  Estimated Accuracy
 DP0139;SPC TXNC     - 2,162,240.      401,680.      MT  (+/- 180 meters Scaled)
 DP0139
 DP0139                          SUPERSEDED SURVEY CONTROL
 DP0139
 DP0139  NGVD 29 (??/??/92)  627.671  (m)         2059.28   (f) ADJ UNCH    2 0
 DP0139
 DP0139.Superseded values are not recommended for survey control.
 DP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0139.See file dsdata.txt to determine how the superseded data were derived.
 DP0139
 DP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB483648(NAD 83)
 DP0139_MARKER: DB = BENCH MARK DISK
 DP0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0139_STAMPING: T 1174 1961
 DP0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0139+STABILITY: SURFACE MOTION
 DP0139
 DP0139  HISTORY     - Date     Condition        Report By
 DP0139  HISTORY     - 1961     MONUMENTED       CGS
 DP0139  HISTORY     - 1969     GOOD             USGS
 DP0139
 DP0139                          STATION DESCRIPTION
 DP0139
 DP0139'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0139'9.4 MI SE FROM CLAIREMONT.
 DP0139'ABOUT 5.65 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE  JUNCTION OF
 DP0139'THE HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, THENCE 3.8 MILES
 DP0139'SOUTHEAST ALONG STATE HIGHWAY 70, 49 FEET SOUTHWEST OF THE CENTERLINE
 DP0139'OF THE HIGHWAY, 87 FEET NORTHWEST OF A T-FENCE CORNER, 22.5 FEET
 DP0139'NORTHWEST OF THE CENTERLINE OF A TRACK ROAD, 26.3 FEET NORTHEAST OF
 DP0139'R.O.W. FENCE, 1.6 FEET SOUTH EAST OF A METAL WITNESS POST, ABOUT 1.2
 DP0139'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 DP0139'POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0085 ***********************************************************************
 CB0085  DESIGNATION -  T 1175 RESET 1968
 CB0085  PID         -  CB0085
 CB0085  STATE/COUNTY-  TX/COKE
 CB0085  USGS QUAD   -  ROBERT LEE (1987)
 CB0085
 CB0085                         *CURRENT SURVEY CONTROL
 CB0085  ___________________________________________________________________
 CB0085* NAD 83(1986)-  31 54 28.     (N)    100 25 49.     (W)     SCALED    
 CB0085* NAVD 88     -       588.48   (+/-2cm)    1930.7    (feet)  VERTCON   
 CB0085  ___________________________________________________________________
 CB0085  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CB0085
 CB0085  VERT ORDER  -  THIRD (See Below)
 CB0085
 CB0085.The horizontal coordinates were scaled from a topographic map and have
 CB0085.an estimated accuracy of +/- 6 seconds.
 CB0085
 CB0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0085.The vertical order pertains to the NGVD 29 superseded value.
 CB0085
 CB0085.The geoid height was determined by GEOID03.
 CB0085
 CB0085;                    North         East    Units  Estimated Accuracy
 CB0085;SPC TX C     - 3,248,460.      690,830.      MT  (+/- 180 meters Scaled)
 CB0085
 CB0085                          SUPERSEDED SURVEY CONTROL
 CB0085
 CB0085  NGVD 29 (01/29/03)  588.29   (m)         1930.1    (f) RESET       3  
 CB0085
 CB0085.Superseded values are not recommended for survey control.
 CB0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0085.See file dsdata.txt to determine how the superseded data were derived.
 CB0085
 CB0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA647311(NAD 83)
 CB0085_MARKER: DB = BENCH MARK DISK
 CB0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0085_SP_SET: CURB
 CB0085_STAMPING: T 1175 RESET 1968
 CB0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0085
 CB0085  HISTORY     - Date     Condition        Report By
 CB0085  HISTORY     - 1968     MONUMENTED       TXHD
 CB0085
 CB0085                          STATION DESCRIPTION
 CB0085
 CB0085'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CB0085'3.7 MI E FROM ROBERT LEE.
 CB0085'ABOUT 0.25 MILES NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0085'LEE, THENCE 3.45 MILES EAST ALONG STATE HIGHWAY 158, SET IN THE TOP OF
 CB0085'THE WEST END OF THE NORTH CURB OF A CONCRETE BRIDGE OVER MACHAE CREEK,
 CB0085'43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW
 CB0085'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0044 ***********************************************************************
 CU0044  DESIGNATION -  T 1176
 CU0044  PID         -  CU0044
 CU0044  STATE/COUNTY-  TX/FISHER
 CU0044  USGS QUAD   -  MC CAULLEY (1981)
 CU0044
 CU0044                         *CURRENT SURVEY CONTROL
 CU0044  ___________________________________________________________________
 CU0044* NAD 83(1986)-  32 45 19.     (N)    100 13 20.     (W)     SCALED    
 CU0044* NAVD 88     -       574.818  (meters)    1885.88   (feet)  ADJUSTED  
 CU0044  ___________________________________________________________________
 CU0044  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CU0044  DYNAMIC HT  -         574.066 (meters)    1883.41  (feet)  COMP
 CU0044  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 CU0044
 CU0044  VERT ORDER  -  SECOND    CLASS 0
 CU0044
 CU0044.The horizontal coordinates were scaled from a topographic map and have
 CU0044.an estimated accuracy of +/- 6 seconds.
 CU0044
 CU0044.The orthometric height was determined by differential leveling
 CU0044.and adjusted by the National Geodetic Survey in June 1991..
 CU0044
 CU0044.The geoid height was determined by GEOID03.
 CU0044
 CU0044.The dynamic height is computed by dividing the NAVD 88
 CU0044.geopotential number by the normal gravity value computed on the
 CU0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0044.degrees latitude (g = 980.6199 gals.).
 CU0044
 CU0044.The modeled gravity was interpolated from observed gravity values.
 CU0044
 CU0044;                    North         East    Units  Estimated Accuracy
 CU0044;SPC TXNC     - 2,122,040.      438,640.      MT  (+/- 180 meters Scaled)
 CU0044
 CU0044                          SUPERSEDED SURVEY CONTROL
 CU0044
 CU0044  NGVD 29 (??/??/92)  574.590  (m)         1885.13   (f) ADJ UNCH    2 0
 CU0044
 CU0044.Superseded values are not recommended for survey control.
 CU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0044.See file dsdata.txt to determine how the superseded data were derived.
 CU0044
 CU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB855248(NAD 83)
 CU0044_MARKER: DB = BENCH MARK DISK
 CU0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0044_SP_SET: PILLAR
 CU0044_STAMPING: T 1176 1961
 CU0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0044
 CU0044  HISTORY     - Date     Condition        Report By
 CU0044  HISTORY     - 1961     MONUMENTED       CGS
 CU0044
 CU0044                          STATION DESCRIPTION
 CU0044
 CU0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0044'3.05 MI NE FROM SYLVESTER.
 CU0044'ABOUT 3.05 MILES NORTHEAST ALONG FARM ROAD 57 FROM THE INTERSECTION OF
 CU0044'THE ROAD AND FARM ROAD 1085 AT SYLVESTER, AT U.S. HIGHWAY 180 OVERPASS
 CU0044'OVER THE FARM ROAD AND THE PANHANDLE AND SANTA FE RAILWAY, 50 FEET
 CU0044'NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, 24 FEET SOUTHEAST OF
 CU0044'THE SOUTHEAST RAIL OF THE MAIN TRACK, SET VERTICALLY IN THE SOUTHEAST
 CU0044'FACE OF A CONCRETE PILLAR, 11 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CU0044'OVERPASS, AND ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0249 ***********************************************************************
 CB0249  DESIGNATION -  T 1177
 CB0249  PID         -  CB0249
 CB0249  STATE/COUNTY-  TX/COKE
 CB0249  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0249
 CB0249                         *CURRENT SURVEY CONTROL
 CB0249  ___________________________________________________________________
 CB0249* NAD 83(1986)-  31 54 04.     (N)    100 46 41.     (W)     SCALED    
 CB0249* NAVD 88     -       780.914  (meters)    2562.05   (feet)  ADJUSTED  
 CB0249  ___________________________________________________________________
 CB0249  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0249  DYNAMIC HT  -         779.853 (meters)    2558.57  (feet)  COMP
 CB0249  MODELED GRAV-     979,254.4   (mgal)                       NAVD 88
 CB0249
 CB0249  VERT ORDER  -  SECOND    CLASS 0
 CB0249
 CB0249.The horizontal coordinates were scaled from a topographic map and have
 CB0249.an estimated accuracy of +/- 6 seconds.
 CB0249
 CB0249.The orthometric height was determined by differential leveling
 CB0249.and adjusted by the National Geodetic Survey in June 1991..
 CB0249
 CB0249.The geoid height was determined by GEOID03.
 CB0249
 CB0249.The dynamic height is computed by dividing the NAVD 88
 CB0249.geopotential number by the normal gravity value computed on the
 CB0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0249.degrees latitude (g = 980.6199 gals.).
 CB0249
 CB0249.The modeled gravity was interpolated from observed gravity values.
 CB0249
 CB0249;                    North         East    Units  Estimated Accuracy
 CB0249;SPC TX C     - 3,247,800.      657,930.      MT  (+/- 180 meters Scaled)
 CB0249
 CB0249                          SUPERSEDED SURVEY CONTROL
 CB0249
 CB0249  NGVD 29 (??/??/92)  780.691  (m)         2561.32   (f) ADJ UNCH    2 0
 CB0249
 CB0249.Superseded values are not recommended for survey control.
 CB0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0249.See file dsdata.txt to determine how the superseded data were derived.
 CB0249
 CB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA318308(NAD 83)
 CB0249_MARKER: DB = BENCH MARK DISK
 CB0249_SETTING: 66 = SET IN ROCK OUTCROP
 CB0249_SP_SET: FLAT ROCK
 CB0249_STAMPING: T 1177 1961
 CB0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0249+STABILITY: POSITION/ELEVATION WELL
 CB0249
 CB0249  HISTORY     - Date     Condition        Report By
 CB0249  HISTORY     - 1961     MONUMENTED       CGS
 CB0249
 CB0249                          STATION DESCRIPTION
 CB0249
 CB0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0249'16.5 MI NE FROM STERLING CITY.
 CB0249'ABOUT 0.75 MILES EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY
 CB0249'COURTHOUSE AT STERLING CITY, THENCE 15.75 MILES NORTHEAST ALONG STATE
 CB0249'HIGHWAY 158 AND FARM ROAD 387, 0.4 MILE WEST OF A ROADSIDE PARK, 0.25
 CB0249'MILE EAST OF A STEEL WINDMILL, 130 FEET SOUTH OF THE CENTER LINE OF
 CB0249'THE HIGHWAY, SET IN THE TOP OF A LARGE FLAT ROCK, ABOUT 100 YARDS EAST
 CB0249'OF A CULVERT, 140 FEET SOUTHWEST OF THE FIRST POWER POLE WEST OF A
 CB0249'POWER POLE BEARING A TRANSFORMER, 80 FEET SOUTH OF A FENCE, ABOUT 3
 CB0249'FEET BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0101 ***********************************************************************
 CU0101  DESIGNATION -  T 1178
 CU0101  PID         -  CU0101
 CU0101  STATE/COUNTY-  TX/FISHER
 CU0101  USGS QUAD   -  ROTAN (1981)
 CU0101
 CU0101                         *CURRENT SURVEY CONTROL
 CU0101  ___________________________________________________________________
 CU0101* NAD 83(1986)-  32 48 36.     (N)    100 27 19.     (W)     SCALED    
 CU0101* NAVD 88     -       595.230  (meters)    1952.85   (feet)  ADJUSTED  
 CU0101  ___________________________________________________________________
 CU0101  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CU0101  DYNAMIC HT  -         594.450 (meters)    1950.29  (feet)  COMP
 CU0101  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 CU0101
 CU0101  VERT ORDER  -  SECOND    CLASS 0
 CU0101
 CU0101.The horizontal coordinates were scaled from a topographic map and have
 CU0101.an estimated accuracy of +/- 6 seconds.
 CU0101
 CU0101.The orthometric height was determined by differential leveling
 CU0101.and adjusted by the National Geodetic Survey in June 1991..
 CU0101
 CU0101.The geoid height was determined by GEOID03.
 CU0101
 CU0101.The dynamic height is computed by dividing the NAVD 88
 CU0101.geopotential number by the normal gravity value computed on the
 CU0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0101.degrees latitude (g = 980.6199 gals.).
 CU0101
 CU0101.The modeled gravity was interpolated from observed gravity values.
 CU0101
 CU0101;                    North         East    Units  Estimated Accuracy
 CU0101;SPC TXNC     - 2,128,490.      416,920.      MT  (+/- 180 meters Scaled)
 CU0101
 CU0101                          SUPERSEDED SURVEY CONTROL
 CU0101
 CU0101  NGVD 29 (??/??/92)  594.979  (m)         1952.03   (f) ADJ UNCH    2 0
 CU0101
 CU0101.Superseded values are not recommended for survey control.
 CU0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0101.See file dsdata.txt to determine how the superseded data were derived.
 CU0101
 CU0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB637311(NAD 83)
 CU0101_MARKER: DB = BENCH MARK DISK
 CU0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0101_STAMPING: T 1178 1961
 CU0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0101+STABILITY: SURFACE MOTION
 CU0101
 CU0101  HISTORY     - Date     Condition        Report By
 CU0101  HISTORY     - 1961     MONUMENTED       CGS
 CU0101
 CU0101                          STATION DESCRIPTION
 CU0101
 CU0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0101'3.55 MI S FROM ROTAN.
 CU0101'ABOUT 0.35 MILE WEST ALONG FARM ROAD 611 FROM THE MOST SOUTHERLY OF A
 CU0101'GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 2.9 MILES SOUTH ALONG A
 CU0101'GRADED DIRT ROAD, THENCE 0.3 MILE EAST ALONG A GRADED DIRT ROAD TO THE
 CU0101'WHITEFIELD AIRPORT, 26 FEET NORTH OF THE CENTER LINE OF THE GRADED
 CU0101'DIRT ROAD, 202 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STONE
 CU0101'FARMHOUSE, 63 FEET WEST OF A POWER POLE, 2 1/2 FEET NORTHEAST OF A
 CU0101'CORNER FENCE POST, 1 1/2 FEET EAST OF A FENCE, ABOUT 2 FEET ABOVE THE
 CU0101'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CU0101'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0467 ***********************************************************************
 CU0467  DESIGNATION -  T 1179
 CU0467  PID         -  CU0467
 CU0467  STATE/COUNTY-  TX/SCURRY
 CU0467  USGS QUAD   -  SNYDER (1979)
 CU0467
 CU0467                         *CURRENT SURVEY CONTROL
 CU0467  ___________________________________________________________________
 CU0467* NAD 83(1986)-  32 42 50.     (N)    100 55 05.     (W)     SCALED    
 CU0467* NAVD 88     -       705.869  (meters)    2315.84   (feet)  ADJUSTED  
 CU0467  ___________________________________________________________________
 CU0467  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CU0467  DYNAMIC HT  -         704.937 (meters)    2312.78  (feet)  COMP
 CU0467  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 CU0467
 CU0467  VERT ORDER  -  FIRST     CLASS II
 CU0467
 CU0467.The horizontal coordinates were scaled from a topographic map and have
 CU0467.an estimated accuracy of +/- 6 seconds.
 CU0467
 CU0467.The orthometric height was determined by differential leveling
 CU0467.and adjusted by the National Geodetic Survey in June 1991..
 CU0467
 CU0467.The geoid height was determined by GEOID03.
 CU0467
 CU0467.The dynamic height is computed by dividing the NAVD 88
 CU0467.geopotential number by the normal gravity value computed on the
 CU0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0467.degrees latitude (g = 980.6199 gals.).
 CU0467
 CU0467.The modeled gravity was interpolated from observed gravity values.
 CU0467
 CU0467;                    North         East    Units  Estimated Accuracy
 CU0467;SPC TXNC     - 2,118,740.      373,340.      MT  (+/- 180 meters Scaled)
 CU0467
 CU0467                          SUPERSEDED SURVEY CONTROL
 CU0467
 CU0467  NGVD 29 (??/??/92)  705.591  (m)         2314.93   (f) ADJ UNCH    1 2
 CU0467
 CU0467.Superseded values are not recommended for survey control.
 CU0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0467.See file dsdata.txt to determine how the superseded data were derived.
 CU0467
 CU0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB202211(NAD 83)
 CU0467_MARKER: DB = BENCH MARK DISK
 CU0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0467_SP_SET: BRIDGE
 CU0467_STAMPING: T 1179 1961
 CU0467_MARK LOGO: CGS   
 CU0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0467
 CU0467  HISTORY     - Date     Condition        Report By
 CU0467  HISTORY     - 1961     MONUMENTED       CGS
 CU0467  HISTORY     - 1982     GOOD             NGS
 CU0467
 CU0467                          STATION DESCRIPTION
 CU0467
 CU0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0467'1.25 MI S FROM SNYDER.
 CU0467'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0467'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0467'0.15 MILE SOUTH ALONG STATE HIGHWAY 350, 27 FEET EAST OF THE CENTER
 CU0467'LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST SIDE OF A CONCRETE
 CU0467'WALK AT THE NORTH END OF A CONCRETE HIGHWAY BRIDGE OVER DEEP CREEK AND
 CU0467'A STREET, 5 INCHES WEST OF A STEEL GUARD RAIL POST, AND ABOUT 1 FOOT
 CU0467'ABOVE THE LEVEL OF THE HIGHWAY.
 CU0467
 CU0467                          STATION RECOVERY (1982)
 CU0467
 CU0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0467'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN SNYDER, IN
 CU0467'TOP OF THE NORTH END OF THE EAST WALKWAY OF THE AVENUE S BRIDGE OVER
 CU0467'28TH STREET AND DEEP CREEK, 8.2 METERS (26.9 FT) EAST OF THE
 CU0467'CENTERLINE OF THE AVENUE AND 0.2 METER (0.7 FT) WEST OF A GUARD RAIL
 CU0467'POST.
 CU0467'THE MARK IS 0.3 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0011 ***********************************************************************
 BN0011  DESIGNATION -  T 118
 BN0011  PID         -  BN0011
 BN0011  STATE/COUNTY-  TX/BURNET
 BN0011  USGS QUAD   -  LAKE VICTOR (1967)
 BN0011
 BN0011                         *CURRENT SURVEY CONTROL
 BN0011  ___________________________________________________________________
 BN0011* NAD 83(1986)-  30 53 13.     (N)    098 11 49.     (W)     SCALED    
 BN0011* NAVD 88     -       420.790  (meters)    1380.54   (feet)  ADJUSTED  
 BN0011  ___________________________________________________________________
 BN0011  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 BN0011  DYNAMIC HT  -         420.222 (meters)    1378.68  (feet)  COMP
 BN0011  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 BN0011
 BN0011  VERT ORDER  -  SECOND    CLASS 0
 BN0011
 BN0011.The horizontal coordinates were scaled from a topographic map and have
 BN0011.an estimated accuracy of +/- 6 seconds.
 BN0011
 BN0011.The orthometric height was determined by differential leveling
 BN0011.and adjusted by the National Geodetic Survey in June 1991..
 BN0011
 BN0011.The geoid height was determined by GEOID03.
 BN0011
 BN0011.The dynamic height is computed by dividing the NAVD 88
 BN0011.geopotential number by the normal gravity value computed on the
 BN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0011.degrees latitude (g = 980.6199 gals.).
 BN0011
 BN0011.The modeled gravity was interpolated from observed gravity values.
 BN0011
 BN0011;                    North         East    Units  Estimated Accuracy
 BN0011;SPC TX C     - 3,137,240.      904,240.      MT  (+/- 180 meters Scaled)
 BN0011
 BN0011                          SUPERSEDED SURVEY CONTROL
 BN0011
 BN0011  NGVD 29 (??/??/92)  420.689  (m)         1380.21   (f) ADJ UNCH    2 0
 BN0011
 BN0011.Superseded values are not recommended for survey control.
 BN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0011.See file dsdata.txt to determine how the superseded data were derived.
 BN0011
 BN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV767173(NAD 83)
 BN0011_MARKER: DB = BENCH MARK DISK
 BN0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0011_STAMPING: T 118 1933
 BN0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0011+STABILITY: SURFACE MOTION
 BN0011
 BN0011  HISTORY     - Date     Condition        Report By
 BN0011  HISTORY     - 1933     MONUMENTED       CGS
 BN0011  HISTORY     - 1967     GOOD             USGS
 BN0011  HISTORY     - 20020223 GOOD             USPSQD
 BN0011
 BN0011                          STATION DESCRIPTION
 BN0011
 BN0011'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0011'1.4 MI S FROM LAKE VICTOR.
 BN0011'BURNET.  JUNC. OF US HWY. 282 AND ST. HWY 29.  THENCE N. ON U.S. HWY.
 BN0011'281 0.7 MI. TO JUNC. OF F.M. RD.  RD. 963 7.1 MI. TO JUNC. WITH FM RD.
 BN0011'2340.  THENCE N. ON FM RD. 2340 2.5 MI. TO PRIVATE RD. W.  THENCE W.
 BN0011'0.8 MI. TO FARM HOUSE.  AND TRUCK TRAVEL.  THENCE W. 0.2 MI. TO RR
 BN0011'GRADE.  THENCE N. ALONG RR GRADE 0.15 MI. TO B. M. IS ABOUT 1550 FT.
 BN0011'NW OF HOUSE, 135 FT. S. OF A FENCE ACROSS RR GRADE, 35 FT. W. OF
 BN0011'CENTER OF GRADE AND 12 FT. E. OF ROW FENCE.  A STANDARD TABLET STAMPED
 BN0011'T 118 1933 AND SET IN THE TOP OF A CONCRETE POST 0.3 FT. ABOVE GROUND.
 BN0011
 BN0011                          STATION RECOVERY (2002)
 BN0011
 BN0011'RECOVERY NOTE BY US POWER SQUADRON 2002 (TSC)
 BN0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0340 ***********************************************************************
 CU0340  DESIGNATION -  T 1180
 CU0340  PID         -  CU0340
 CU0340  STATE/COUNTY-  TX/MITCHELL
 CU0340  USGS QUAD   -  CEDAR BEND (1979)
 CU0340
 CU0340                         *CURRENT SURVEY CONTROL
 CU0340  ___________________________________________________________________
 CU0340* NAD 83(1986)-  32 28 43.     (N)    100 58 02.     (W)     SCALED    
 CU0340* NAVD 88     -       677.229  (meters)    2221.88   (feet)  ADJUSTED  
 CU0340  ___________________________________________________________________
 CU0340  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0340  DYNAMIC HT  -         676.326 (meters)    2218.91  (feet)  COMP
 CU0340  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 CU0340
 CU0340  VERT ORDER  -  SECOND    CLASS 0
 CU0340
 CU0340.The horizontal coordinates were scaled from a topographic map and have
 CU0340.an estimated accuracy of +/- 6 seconds.
 CU0340
 CU0340.The orthometric height was determined by differential leveling
 CU0340.and adjusted by the National Geodetic Survey in June 1991..
 CU0340
 CU0340.The geoid height was determined by GEOID03.
 CU0340
 CU0340.The dynamic height is computed by dividing the NAVD 88
 CU0340.geopotential number by the normal gravity value computed on the
 CU0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0340.degrees latitude (g = 980.6199 gals.).
 CU0340
 CU0340.The modeled gravity was interpolated from observed gravity values.
 CU0340
 CU0340;                    North         East    Units  Estimated Accuracy
 CU0340;SPC TXNC     - 2,092,760.      368,120.      MT  (+/- 180 meters Scaled)
 CU0340
 CU0340                          SUPERSEDED SURVEY CONTROL
 CU0340
 CU0340  NGVD 29 (??/??/92)  676.983  (m)         2221.07   (f) ADJ UNCH    2 0
 CU0340
 CU0340.Superseded values are not recommended for survey control.
 CU0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0340.See file dsdata.txt to determine how the superseded data were derived.
 CU0340
 CU0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA151951(NAD 83)
 CU0340_MARKER: DB = BENCH MARK DISK
 CU0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0340_STAMPING: T 1180 1961
 CU0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0340+STABILITY: SURFACE MOTION
 CU0340
 CU0340  HISTORY     - Date     Condition        Report By
 CU0340  HISTORY     - 1961     MONUMENTED       CGS
 CU0340
 CU0340                          STATION DESCRIPTION
 CU0340
 CU0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0340'13.9 MI SE FROM IRA.
 CU0340'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0340'CHURCH AT IRA, THENCE 5.9 MILES SOUTHEAST ALONG FARM ROAD 1229, THENCE
 CU0340'2.25 MILES EAST ALONG FARM ROAD 1808, 1.1 MILES WEST OF A CONCRETE
 CU0340'HIGHWAY BRIDGE OVER THE COLORADO RIVER, 0.2 MILE EAST OF THE JUNCTION
 CU0340'OF THE FARM ROAD AND A DIRT ROAD LEADING NORTH, ABOUT 133 YARDS WEST
 CU0340'OF THE CREST OF A HILL, 54 FEET SOUTH OF THE CENTER LINE OF THE FARM
 CU0340'ROAD, 58 FEET NORTH OF THE NORTHWEST CORNER OF A WOODEN BUILDING, 33
 CU0340'1/2 FEET EAST OF A POWER POLE, 11 1/2 FEET EAST OF A FENCE LEADING
 CU0340'SOUTH, 2.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CU0340'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4475 ***********************************************************************
 AW4475  DESIGNATION -  T 1181
 AW4475  PID         -  AW4475
 AW4475  STATE/COUNTY-  TX/WALLER
 AW4475  USGS QUAD   -  BROOKSHIRE (1980)
 AW4475
 AW4475                         *CURRENT SURVEY CONTROL
 AW4475  ___________________________________________________________________
 AW4475* NAD 83(1986)-  29 48 06.     (N)    095 54 23.     (W)     SCALED    
 AW4475* NAVD 88     -        49.04   (+/-2cm)     160.9    (feet)  VERTCON   
 AW4475  ___________________________________________________________________
 AW4475  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW4475
 AW4475  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4475
 AW4475.The horizontal coordinates were scaled from a topographic map and have
 AW4475.an estimated accuracy of +/- 6 seconds.
 AW4475
 AW4475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4475.The vertical order pertains to the NGVD 29 superseded value.
 AW4475
 AW4475.The geoid height was determined by GEOID03.
 AW4475
 AW4475;                    North         East    Units  Estimated Accuracy
 AW4475;SPC TXSC     - 4,222,100.      899,020.      MT  (+/- 180 meters Scaled)
 AW4475
 AW4475                          SUPERSEDED SURVEY CONTROL
 AW4475
 AW4475  NGVD 29 (??/??/92)   49.027  (m)          160.85   (f) ADJ UNCH    1 2
 AW4475
 AW4475.Superseded values are not recommended for survey control.
 AW4475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4475.See file dsdata.txt to determine how the superseded data were derived.
 AW4475
 AW4475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP190003(NAD 83)
 AW4475_MARKER: DB = BENCH MARK DISK
 AW4475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4475_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4475_STAMPING: T 1181 1963
 AW4475_MARK LOGO: CGS   
 AW4475_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4475
 AW4475  HISTORY     - Date     Condition        Report By
 AW4475  HISTORY     - 1963     MONUMENTED       CGS
 AW4475  HISTORY     - 19921107 GOOD             USPSQD
 AW4475
 AW4475                          STATION DESCRIPTION
 AW4475
 AW4475'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW4475'3.9 MI E FROM BROOKSHIRE.
 AW4475'ABOUT 2.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4475'STATION AT BROOKSHIRE, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 28
 AW4475'FEET EAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTH OF A POWER
 AW4475'POLE, 1 1/2 FEET WEST OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS
 AW4475'POST, ABOUT LEVEL WITH THE ROAD, A DISK WELDED ON THE TOP OF AN IRON
 AW4475'PIPE WHICH PROJECTS 6 INCHES.
 AW4475
 AW4475                          STATION RECOVERY (1992)
 AW4475
 AW4475'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW4475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3329 ***********************************************************************
 AW3329  DESIGNATION -  T 1182
 AW3329  PID         -  AW3329
 AW3329  STATE/COUNTY-  TX/HARRIS
 AW3329  USGS QUAD   -  BELLAIRE (1995)
 AW3329
 AW3329                         *CURRENT SURVEY CONTROL
 AW3329  ___________________________________________________________________
 AW3329* NAD 83(1986)-  29 44 17.     (N)    095 28 24.     (W)     SCALED    
 AW3329* NAVD 88     -        19.52   (+/-2cm)      64.0    (feet)  VERTCON   
 AW3329  ___________________________________________________________________
 AW3329  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3329
 AW3329  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3329
 AW3329.The horizontal coordinates were scaled from a topographic map and have
 AW3329.an estimated accuracy of +/- 6 seconds.
 AW3329
 AW3329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3329.The vertical order pertains to the NGVD 29 superseded value.
 AW3329
 AW3329.The geoid height was determined by GEOID03.
 AW3329
 AW3329;                    North         East    Units  Estimated Accuracy
 AW3329;SPC TXSC     - 4,216,240.      941,080.      MT  (+/- 180 meters Scaled)
 AW3329
 AW3329                          SUPERSEDED SURVEY CONTROL
 AW3329
 AW3329  NGVD 29 (??/??/92)   19.518  (m)           64.04   (f) ADJ UNCH    1 2
 AW3329
 AW3329.Superseded values are not recommended for survey control.
 AW3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3329.See file dsdata.txt to determine how the superseded data were derived.
 AW3329
 AW3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN607923(NAD 83)
 AW3329_MARKER: DB = BENCH MARK DISK
 AW3329_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3329_SP_SET: 24 FT.
 AW3329_STAMPING: T 1182 1963
 AW3329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3329
 AW3329  HISTORY     - Date     Condition        Report By
 AW3329  HISTORY     - 1963     MONUMENTED       CGS
 AW3329  HISTORY     - 1964     GOOD             NGS
 AW3329  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3329  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW3329
 AW3329                          STATION DESCRIPTION
 AW3329
 AW3329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3329'2.75 MI N FROM BELLAIRE.
 AW3329'ABOUT 0.25 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW3329'BELLAIRE, THENCE 2.1 MILES NORTH ALONG RICE AVENUE, THENCE 0.35 MILE
 AW3329'WEST ALONG WEST ALABAMA STREET, THENCE 0.05 MILE WEST ALONG WESTHEIMER
 AW3329'ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF
 AW3329'THE ROAD, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE SOUTH TRAFFIC
 AW3329'LANE OF THE ROAD, 121 FEET SOUTH OF THE SOUTHEAST CORNER OF THE LEWIS
 AW3329'AND COKER SUPER MARKET, 1.7 FEET WEST OF THE EAST CURB AND THE EAST
 AW3329'END OF THE DIVISION BETWEEN THE 2 TRAFFIC LANES, ABOUT 6 INCHES ABOVE
 AW3329'THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 AW3329'ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH
 AW3329'TILE THAT PROJECTS 5 INCHES.
 AW3329
 AW3329                          STATION RECOVERY (1973)
 AW3329
 AW3329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3329'MARK NOT FOUND.
 AW3329
 AW3329                          STATION RECOVERY (1993)
 AW3329
 AW3329'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0980 ***********************************************************************
 AW0980  DESIGNATION -  T 1183
 AW0980  PID         -  AW0980
 AW0980  STATE/COUNTY-  TX/HARRIS
 AW0980  USGS QUAD   -  HIGHLANDS (1995)
 AW0980
 AW0980                         *CURRENT SURVEY CONTROL
 AW0980  ___________________________________________________________________
 AW0980* NAD 83(1986)-  29 47 04.     (N)    095 01 01.     (W)     SCALED    
 AW0980* NAVD 88     -         8.59   (+/-2cm)      28.2    (feet)  VERTCON   
 AW0980  ___________________________________________________________________
 AW0980  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0980
 AW0980  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0980
 AW0980.The horizontal coordinates were scaled from a topographic map and have
 AW0980.an estimated accuracy of +/- 6 seconds.
 AW0980
 AW0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0980.The vertical order pertains to the NGVD 29 superseded value.
 AW0980
 AW0980.The geoid height was determined by GEOID03.
 AW0980
 AW0980;                    North         East    Units  Estimated Accuracy
 AW0980;SPC TXSC     - 4,222,790.      985,020.      MT  (+/- 180 meters Scaled)
 AW0980
 AW0980                          SUPERSEDED SURVEY CONTROL
 AW0980
 AW0980  NGVD 29 (??/??/92)    8.590  (m)           28.18   (f) ADJ UNCH    1 2
 AW0980
 AW0980.Superseded values are not recommended for survey control.
 AW0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0980.See file dsdata.txt to determine how the superseded data were derived.
 AW0980
 AW0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN050966(NAD 83)
 AW0980_MARKER: DB = BENCH MARK DISK
 AW0980_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0980_SP_SET: 32 FT.
 AW0980_STAMPING: T 1183 1963
 AW0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0980
 AW0980  HISTORY     - Date     Condition        Report By
 AW0980  HISTORY     - 1963     MONUMENTED       CGS
 AW0980  HISTORY     - 1964     GOOD             NGS
 AW0980  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0980  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW0980
 AW0980                          STATION DESCRIPTION
 AW0980
 AW0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0980'4.45 MI SE FROM HIGHLANDS.
 AW0980'ABOUT 1.9 MILES SOUTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST
 AW0980'OFFICE AT HIGHLANDS, THENCE 1.05 MILES EAST ALONG MARKET STREET,
 AW0980'THENCE 1.5 MILES EAST ALONG THE LYNCHBURG-CEDAR BAYOU ROAD, 118 FEET
 AW0980'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF WADE ROAD, 62 FEET
 AW0980'SOUTHWEST OF THE CENTER OF A RAILROAD CROSSING, 54 FEET SOUTH OF THE
 AW0980'CENTER LINE OF THE ROAD, 34 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN
 AW0980'TRACK, 13 1/2 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT EAST OF A FENCE,
 AW0980'0.8 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 AW0980'LEVEL OF THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AW0980'THAT IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 6-INCH
 AW0980'CONCRETE TILE THAT PROJECTS 2 INCHES.
 AW0980
 AW0980                          STATION RECOVERY (1978)
 AW0980
 AW0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0980'NOT RECOVERED.
 AW0980
 AW0980                          STATION RECOVERY (1994)
 AW0980
 AW0980'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3625 ***********************************************************************
 AW3625  DESIGNATION -  T 1185
 AW3625  PID         -  AW3625
 AW3625  STATE/COUNTY-  TX/HARRIS
 AW3625  USGS QUAD   -  PASADENA (1995)
 AW3625
 AW3625                         *CURRENT SURVEY CONTROL
 AW3625  ___________________________________________________________________
 AW3625* NAD 83(1986)-  29 44 49.     (N)    095 10 43.     (W)     SCALED    
 AW3625* NAVD 88     -         3.61   (+/-2cm)      11.8    (feet)  VERTCON   
 AW3625  ___________________________________________________________________
 AW3625  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3625
 AW3625  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3625
 AW3625.The horizontal coordinates were scaled from a topographic map and have
 AW3625.an estimated accuracy of +/- 6 seconds.
 AW3625
 AW3625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3625.The vertical order pertains to the NGVD 29 superseded value.
 AW3625
 AW3625.The geoid height was determined by GEOID03.
 AW3625
 AW3625;                    North         East    Units  Estimated Accuracy
 AW3625;SPC TXSC     - 4,218,120.      969,540.      MT  (+/- 180 meters Scaled)
 AW3625
 AW3625                          SUPERSEDED SURVEY CONTROL
 AW3625
 AW3625  NGVD 29 (??/??/92)    3.611  (m)           11.85   (f) ADJ UNCH    1 2
 AW3625
 AW3625.Superseded values are not recommended for survey control.
 AW3625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3625.See file dsdata.txt to determine how the superseded data were derived.
 AW3625
 AW3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN893927(NAD 83)
 AW3625_MARKER: DB = BENCH MARK DISK
 AW3625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3625_SP_SET: FOUNDATION
 AW3625_STAMPING: T 1185 1964
 AW3625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3625
 AW3625  HISTORY     - Date     Condition        Report By
 AW3625  HISTORY     - 1964     MONUMENTED       CGS
 AW3625
 AW3625                          STATION DESCRIPTION
 AW3625
 AW3625'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3625'2.8 MI NE FROM PASADENA.
 AW3625'ABOUT 0.7 MILE NORTH ALONG FEDERAL ROAD FROM THE NORTH END OF THE
 AW3625'WASHBURN TUNNEL AT PASADENA, THENCE 1.1 MILES NORTHEAST ALONG A
 AW3625'PRIVATE PAVED ROAD THROUGH THE WARREN PETROLEUM COMPANY AND THE HESS
 AW3625'TERMINAL COMPANY PROPERTY, THENCE 1.0 MILE NORTHEAST ALONG THE
 AW3625'NORTHWEST SIDE OF THE HOUSTON SHIP CHANNEL, AT THE SOUTHEAST CORNER OF
 AW3625'PROPERTY BELONGING TO THE SHEFFIELD STEEL COMPANY, 57 FEET SOUTHWEST
 AW3625'OF THE NORTHEAST PROPERTY LINE FENCE, 49 FEET NORTH OF THE NORTH EDGE
 AW3625'OF A STEEL BULKHEAD, 37 FEET SOUTHEAST OF THE CENTER LINE OF A CINDER
 AW3625'ROAD, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 AW3625'FOUNDATION OF A MANHOLE, AND PROJECTING 1 FOOT ABOVE THE LEVEL OF THE
 AW3625'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1619 ***********************************************************************
 AW1619  DESIGNATION -  T 1186
 AW1619  PID         -  AW1619
 AW1619  STATE/COUNTY-  TX/GALVESTON
 AW1619  USGS QUAD   -  TEXAS CITY (1994)
 AW1619
 AW1619                         *CURRENT SURVEY CONTROL
 AW1619  ___________________________________________________________________
 AW1619* NAD 83(1986)-  29 27 24.     (N)    094 58 19.     (W)     SCALED    
 AW1619* NAVD 88     -         2.46   (+/-2cm)       8.1    (feet)  VERTCON   
 AW1619  ___________________________________________________________________
 AW1619  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW1619
 AW1619  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1619
 AW1619.The horizontal coordinates were scaled from a topographic map and have
 AW1619.an estimated accuracy of +/- 6 seconds.
 AW1619
 AW1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1619.The vertical order pertains to the NGVD 29 superseded value.
 AW1619
 AW1619.The geoid height was determined by GEOID03.
 AW1619
 AW1619;                    North         East    Units  Estimated Accuracy
 AW1619;SPC TXSC     - 4,186,640.      990,620.      MT  (+/- 180 meters Scaled)
 AW1619
 AW1619                          SUPERSEDED SURVEY CONTROL
 AW1619
 AW1619  NGVD 29 (??/??/92)    2.454  (m)            8.05   (f) ADJ UNCH    1 2
 AW1619
 AW1619.Superseded values are not recommended for survey control.
 AW1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1619.See file dsdata.txt to determine how the superseded data were derived.
 AW1619
 AW1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN087602(NAD 83)
 AW1619_MARKER: DB = BENCH MARK DISK
 AW1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1619_STAMPING: T 1186 1964
 AW1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1619+STABILITY: SURFACE MOTION
 AW1619
 AW1619  HISTORY     - Date     Condition        Report By
 AW1619  HISTORY     - 1964     MONUMENTED       CGS
 AW1619  HISTORY     - 1973     GOOD             NGS
 AW1619  HISTORY     - 1978     GOOD             NGS
 AW1619  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW1619  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1619  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1619  HISTORY     - 1988     GOOD             USPSQD
 AW1619  HISTORY     - 1990     GOOD             USPSQD
 AW1619  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1619
 AW1619                          STATION DESCRIPTION
 AW1619
 AW1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1619'6.6 MI S FROM KEMAH.
 AW1619'ABOUT 6.6 MILES SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1619'KEMAH, ABOUT 0.2 MILE SOUTH OF THE SOUTH END OF THE HIGHWAY BRIDGE
 AW1619'OVER DICKINSON BAYOU, 52 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AW1619'38 FEET NORTH OF THE CENTER LINE OF THE GATE, 9 FEET SOUTHEAST OF A
 AW1619'POWER POLE, 2 1/2 FEET EAST OF THE FENCE, ABOUT 2 1/2 FEET NORTH OF A
 AW1619'WOODEN WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 AW1619'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW1619
 AW1619                          STATION RECOVERY (1978)
 AW1619
 AW1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1619'ADD=360 FEET WEST OF HIGHWAY 146, 52 FEET EAST OF OLD HIGHWAY
 AW1619'146, 38 FEET NORTH OF CENTERLINE OF A SMALL TRACK ROAD, DELETE 9
 AW1619'FEET SOUTHWEST OF POWER POLE, 38 FEET NORTH OF CENTERLINE
 AW1619'OF GATE.
 AW1619
 AW1619                          STATION RECOVERY (1983)
 AW1619
 AW1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1619'NOT RECOVERED, POSSIBLY TAKEN OUT BY HIGHWAY EQUIPMENT.
 AW1619
 AW1619                          STATION RECOVERY (1986)
 AW1619
 AW1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1619'NOT RECOVERED, ALSO REPORTED NOT RECOVERED IN 1983. CONSIDER DESTROYED
 AW1619'BY CONSTRUCTION OF STATE HIGHWAY 146.
 AW1619
 AW1619                          STATION RECOVERY (1987)
 AW1619
 AW1619'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLA)
 AW1619'MARK NOT FOUND.
 AW1619
 AW1619                          STATION RECOVERY (1988)
 AW1619
 AW1619'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1619'RECOVERED IN GOOD CONDITION.
 AW1619
 AW1619                          STATION RECOVERY (1990)
 AW1619
 AW1619'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1619'RECOVERED IN GOOD CONDITION.
 AW1619
 AW1619                          STATION RECOVERY (1994)
 AW1619
 AW1619'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3499 ***********************************************************************
 AW3499  DESIGNATION -  T 1188
 AW3499  PID         -  AW3499
 AW3499  STATE/COUNTY-  TX/HARRIS
 AW3499  USGS QUAD   -  LA PORTE (1982)
 AW3499
 AW3499                         *CURRENT SURVEY CONTROL
 AW3499  ___________________________________________________________________
 AW3499* NAD 83(1986)-  29 43 28.     (N)    095 01 24.     (W)     SCALED    
 AW3499* NAVD 88     -         5.19   (+/-2cm)      17.0    (feet)  VERTCON   
 AW3499  ___________________________________________________________________
 AW3499  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3499
 AW3499  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3499
 AW3499.The horizontal coordinates were scaled from a topographic map and have
 AW3499.an estimated accuracy of +/- 6 seconds.
 AW3499
 AW3499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3499.The vertical order pertains to the NGVD 29 superseded value.
 AW3499
 AW3499.The geoid height was determined by GEOID03.
 AW3499
 AW3499;                    North         East    Units  Estimated Accuracy
 AW3499;SPC TXSC     - 4,216,130.      984,630.      MT  (+/- 180 meters Scaled)
 AW3499
 AW3499                          SUPERSEDED SURVEY CONTROL
 AW3499
 AW3499  NGVD 29 (??/??/92)    5.187  (m)           17.02   (f) ADJ UNCH    1 2
 AW3499
 AW3499.Superseded values are not recommended for survey control.
 AW3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3499.See file dsdata.txt to determine how the superseded data were derived.
 AW3499
 AW3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN042899(NAD 83)
 AW3499_MARKER: DB = BENCH MARK DISK
 AW3499_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3499_SP_SET: 64 FT.
 AW3499_STAMPING: T 1188 1964
 AW3499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3499
 AW3499  HISTORY     - Date     Condition        Report By
 AW3499  HISTORY     - 1964     MONUMENTED       CGS
 AW3499  HISTORY     - 19971030 MARK NOT FOUND   USPSQD
 AW3499
 AW3499                          STATION DESCRIPTION
 AW3499
 AW3499'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3499'4.9 MI SE FROM LYNCHBURG.
 AW3499'ABOUT 4.9 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3499'SOUTH FERRY LANDING AT LYNCHBURG, ON ALEXANDER ISLAND, ABOUT 250 FEET
 AW3499'NORTHEAST OF THE CREST OF A SPOIL BANK, 105 YARDS SOUTHEAST OF A
 AW3499'10-FOOT X 10-INCH STEEL POT, 90 YARDS SOUTHWEST OF THE CENTER LINE OF
 AW3499'A CLAY ROAD, 2.0 FEET NORTHWEST OF A 4 X 6-INCH POST, A DISK ON THE
 AW3499'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 64
 AW3499'FEET AND IS ENCASED IN A 6-INCH CONCRETE TILE PROJECTING 6 INCHES.
 AW3499
 AW3499                          STATION RECOVERY (1997)
 AW3499
 AW3499'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0110 ***********************************************************************
 CC0110  DESIGNATION -  T 1189
 CC0110  PID         -  CC0110
 CC0110  STATE/COUNTY-  TX/MIDLAND
 CC0110  USGS QUAD   -  BRYANT RANCH (1974)
 CC0110
 CC0110                         *CURRENT SURVEY CONTROL
 CC0110  ___________________________________________________________________
 CC0110* NAD 83(1986)-  31 52 23.     (N)    102 02 33.     (W)     SCALED    
 CC0110* NAVD 88     -       842.935  (meters)    2765.53   (feet)  ADJUSTED  
 CC0110  ___________________________________________________________________
 CC0110  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CC0110  DYNAMIC HT  -         841.749 (meters)    2761.64  (feet)  COMP
 CC0110  MODELED GRAV-     979,204.1   (mgal)                       NAVD 88
 CC0110
 CC0110  VERT ORDER  -  SECOND    CLASS 0
 CC0110
 CC0110.The horizontal coordinates were scaled from a topographic map and have
 CC0110.an estimated accuracy of +/- 6 seconds.
 CC0110
 CC0110.The orthometric height was determined by differential leveling
 CC0110.and adjusted by the National Geodetic Survey in June 1991..
 CC0110
 CC0110.The geoid height was determined by GEOID03.
 CC0110
 CC0110.The dynamic height is computed by dividing the NAVD 88
 CC0110.geopotential number by the normal gravity value computed on the
 CC0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0110.degrees latitude (g = 980.6199 gals.).
 CC0110
 CC0110.The modeled gravity was interpolated from observed gravity values.
 CC0110
 CC0110;                    North         East    Units  Estimated Accuracy
 CC0110;SPC TX C     - 3,245,840.      538,280.      MT  (+/- 180 meters Scaled)
 CC0110
 CC0110                          SUPERSEDED SURVEY CONTROL
 CC0110
 CC0110  NGVD 29 (??/??/92)  842.578  (m)         2764.36   (f) ADJ UNCH    2 0
 CC0110
 CC0110.Superseded values are not recommended for survey control.
 CC0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0110.See file dsdata.txt to determine how the superseded data were derived.
 CC0110
 CC0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR797301(NAD 83)
 CC0110_MARKER: DB = BENCH MARK DISK
 CC0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0110_STAMPING: T 1189 1967
 CC0110_MARK LOGO: CGS   
 CC0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0110+STABILITY: SURFACE MOTION
 CC0110
 CC0110  HISTORY     - Date     Condition        Report By
 CC0110  HISTORY     - 1967     MONUMENTED       CGS
 CC0110  HISTORY     - 20000402 GOOD             LOCSUR
 CC0110
 CC0110                          STATION DESCRIPTION
 CC0110
 CC0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0110'8.75 MI S FROM MIDLAND.
 CC0110'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0110'THE STATION AT MIDLAND, THENCE 8.6 MILES SOUTH ALONG STATE HIGHWAY
 CC0110'349, 152 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 120 FEET
 CC0110'NORTHWEST AND ACROSS A PAVED ROAD FROM A POWER POLE, 38 FEET NORTH OF
 CC0110'THE CENTER LINE OF A PAVED ROAD, 91 FEET WEST OF A FENCE CORNER POST,
 CC0110'2 FEET SOUTH OF A FENCE, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT
 CC0110'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CC0110'CONCRETE POST WHICH PROJECTS 8 INCHES.
 CC0110
 CC0110                          STATION RECOVERY (2000)
 CC0110
 CC0110'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CC0110'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE--MARK IS ON WIND-BLOWN
 CC0110'SAND BERM BETWEEN NORTH BORROW DITCH OF EAST-COUNTY ROAD 180 AND NORTH
 CC0110'RIGHT-OF-WAY FENCE.  TOP OF MARK WAS FOUND UNDER 0.3 METERS (1.0 FT)
 CC0110'OF SAND WHICH ACCUMULATES FROM SURROUNDING COTTON FIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0192 ***********************************************************************
 BN0192  DESIGNATION -  T 119 RESET 1953
 BN0192  PID         -  BN0192
 BN0192  STATE/COUNTY-  TX/LLANO
 BN0192  USGS QUAD   -  LONE GROVE (1956)
 BN0192
 BN0192                         *CURRENT SURVEY CONTROL
 BN0192  ___________________________________________________________________
 BN0192* NAD 83(1986)-  30 45 53.     (N)    098 32 25.     (W)     SCALED    
 BN0192* NAVD 88     -       288.96   (meters)     948.0    (feet)  RESET     
 BN0192  ___________________________________________________________________
 BN0192  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 BN0192
 BN0192  VERT ORDER  -  THIRD
 BN0192
 BN0192.The horizontal coordinates were scaled from a topographic map and have
 BN0192.an estimated accuracy of +/- 6 seconds.
 BN0192
 BN0192.The orthometric height was computed from unverified reset data.
 BN0192
 BN0192.The geoid height was determined by GEOID03.
 BN0192
 BN0192;                    North         East    Units  Estimated Accuracy
 BN0192;SPC TX C     - 3,123,110.      871,640.      MT  (+/- 180 meters Scaled)
 BN0192
 BN0192                          SUPERSEDED SURVEY CONTROL
 BN0192
 BN0192.No superseded survey control is available for this station.
 BN0192
 BN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV439036(NAD 83)
 BN0192_MARKER: DB = BENCH MARK DISK
 BN0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0192_SP_SET: ABUTMENT
 BN0192_STAMPING: J 119 RESET 1953
 BN0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0192
 BN0192  HISTORY     - Date     Condition        Report By
 BN0192  HISTORY     - 1953     MONUMENTED       TXHD
 BN0192  HISTORY     - 1956     GOOD             USGS
 BN0192
 BN0192                          STATION DESCRIPTION
 BN0192
 BN0192'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 BN0192'9.5 MI E FROM LLANO.
 BN0192'9.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM LLANO,
 BN0192'LLANO COUNTY, 100 FEET NORTHWEST OF MILEPOST 90, AT BRIDGE 89.31 OVER
 BN0192'MILLERS CREEK, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHEAST
 BN0192'GRAINTE-BLOCK ABUTMENT.  A STANDARD DISK, ERRONEOUSLY STAMPED J 119
 BN0192'RESET 1953.
 BN0192
 BN0192                          STATION RECOVERY (1956)
 BN0192
 BN0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BN0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0405 ***********************************************************************
 CB0405  DESIGNATION -  T 1190
 CB0405  PID         -  CB0405
 CB0405  STATE/COUNTY-  TX/UPTON
 CB0405  USGS QUAD   -  LINDSEY RANCH (1970)
 CB0405
 CB0405                         *CURRENT SURVEY CONTROL
 CB0405  ___________________________________________________________________
 CB0405* NAD 83(1986)-  31 27 30.     (N)    101 56 12.     (W)     SCALED    
 CB0405* NAVD 88     -       837.000  (meters)    2746.06   (feet)  ADJUSTED  
 CB0405  ___________________________________________________________________
 CB0405  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0405  DYNAMIC HT  -         835.793 (meters)    2742.10  (feet)  COMP
 CB0405  MODELED GRAV-     979,170.5   (mgal)                       NAVD 88
 CB0405
 CB0405  VERT ORDER  -  SECOND    CLASS 0
 CB0405
 CB0405.The horizontal coordinates were scaled from a topographic map and have
 CB0405.an estimated accuracy of +/- 6 seconds.
 CB0405
 CB0405.The orthometric height was determined by differential leveling
 CB0405.and adjusted by the National Geodetic Survey in June 1991..
 CB0405
 CB0405.The geoid height was determined by GEOID03.
 CB0405
 CB0405.The dynamic height is computed by dividing the NAVD 88
 CB0405.geopotential number by the normal gravity value computed on the
 CB0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0405.degrees latitude (g = 980.6199 gals.).
 CB0405
 CB0405.The modeled gravity was interpolated from observed gravity values.
 CB0405
 CB0405;                    North         East    Units  Estimated Accuracy
 CB0405;SPC TX C     - 3,199,720.      547,630.      MT  (+/- 180 meters Scaled)
 CB0405
 CB0405                          SUPERSEDED SURVEY CONTROL
 CB0405
 CB0405  NGVD 29 (??/??/92)  836.666  (m)         2744.96   (f) ADJ UNCH    2 0
 CB0405
 CB0405.Superseded values are not recommended for survey control.
 CB0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0405.See file dsdata.txt to determine how the superseded data were derived.
 CB0405
 CB0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV209841(NAD 83)
 CB0405_MARKER: DB = BENCH MARK DISK
 CB0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0405_STAMPING: T 1190 1967
 CB0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0405+STABILITY: SURFACE MOTION
 CB0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0405+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2002
 CB0405
 CB0405  HISTORY     - Date     Condition        Report By
 CB0405  HISTORY     - 1967     MONUMENTED       CGS
 CB0405  HISTORY     - 20020118 GOOD             JCLS
 CB0405  HISTORY     - 20020118 GOOD             JCLS
 CB0405
 CB0405                          STATION DESCRIPTION
 CB0405
 CB0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0405'16.2 MI N FROM RANKIN.
 CB0405'ABOUT 16.2 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0405'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 58 FEET EAST OF
 CB0405'THE CENTER LINE OF THE HIGHWAY, 80 FEET SOUTH OF THE CENTER LINE OF A
 CB0405'DRIVEWAY WHICH LEADS TO THE J.T. CREIGHTON FARMHOUSE, 121 FEET NORTH
 CB0405'OF A POWER POLE, 2 1/2 FEET WEST OF A FENCE, 2.0 FEET NORTHEAST OF A
 CB0405'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 CB0405'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 CB0405
 CB0405                          STATION RECOVERY (2002)
 CB0405
 CB0405'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 CB0405'RECOVERED IN GOOD CONDITION.
 CB0405
 CB0405                          STATION RECOVERY (2002)
 CB0405
 CB0405'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CB0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0563 ***********************************************************************
 AN0563  DESIGNATION -  T 1192
 AN0563  PID         -  AN0563
 AN0563  STATE/COUNTY-  TX/JACKSON
 AN0563  USGS QUAD   -  MANSON (1995)
 AN0563
 AN0563                         *CURRENT SURVEY CONTROL
 AN0563  ___________________________________________________________________
 AN0563* NAD 83(1986)-  28 56 07.     (N)    096 36 19.     (W)     SCALED    
 AN0563* NAVD 88     -        17.190  (meters)      56.40   (feet)  ADJUSTED  
 AN0563  ___________________________________________________________________
 AN0563  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0563  DYNAMIC HT  -          17.165 (meters)      56.32  (feet)  COMP
 AN0563  MODELED GRAV-     979,213.2   (mgal)                       NAVD 88
 AN0563
 AN0563  VERT ORDER  -  FIRST     CLASS I
 AN0563
 AN0563.The horizontal coordinates were scaled from a topographic map and have
 AN0563.an estimated accuracy of +/- 6 seconds.
 AN0563
 AN0563.The orthometric height was determined by differential leveling
 AN0563.and adjusted by the National Geodetic Survey in June 1991..
 AN0563
 AN0563.The geoid height was determined by GEOID03.
 AN0563
 AN0563.The dynamic height is computed by dividing the NAVD 88
 AN0563.geopotential number by the normal gravity value computed on the
 AN0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0563.degrees latitude (g = 980.6199 gals.).
 AN0563
 AN0563.The modeled gravity was interpolated from observed gravity values.
 AN0563
 AN0563;                    North         East    Units  Estimated Accuracy
 AN0563;SPC TXSC     - 4,124,520.      833,440.      MT  (+/- 180 meters Scaled)
 AN0563
 AN0563                          SUPERSEDED SURVEY CONTROL
 AN0563
 AN0563  NGVD 29 (??/??/92)   17.202  (m)           56.44   (f) ADJ UNCH    1 1
 AN0563
 AN0563.Superseded values are not recommended for survey control.
 AN0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0563.See file dsdata.txt to determine how the superseded data were derived.
 AN0563
 AN0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT334031(NAD 83)
 AN0563_MARKER: DB = BENCH MARK DISK
 AN0563_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0563_SP_SET: 51 FEET
 AN0563_STAMPING: T 1192 1972
 AN0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0563
 AN0563  HISTORY     - Date     Condition        Report By
 AN0563  HISTORY     - 1972     MONUMENTED       NGS
 AN0563
 AN0563                          STATION DESCRIPTION
 AN0563
 AN0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0563'4.05 MI SE FROM EDNA.
 AN0563'ABOUT 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0563'AT EDNA, THENCE 1.85 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO.
 AN0563'1822, AT THE JUNCTION OF A FARM LANE LEADING EAST, 48.7 FEET NORTHEAST
 AN0563'OF THE CENTER LINE OF THE FARM TO MARKET ROAD, 44 FEET SOUTH OF THE
 AN0563'CENTER LINE OF THE FARM LANE LEADING EAST, 14 1/2 FEET SOUTHEAST OF A
 AN0563'FENCE CORNER, 2 1/2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 2 1/2
 AN0563'FEET SOUTHEAST OF A POWER LINE POLE, 1 FOOT NORTHWEST OF A METAL
 AN0563'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK ON THE TOP OF A
 AN0563'COPPER COATED ROD THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND
 AN0563'AND ENCASED IN A 6-INCH METAL PIPE THAT PROJECTS 2 INCHES ABOVE THE
 AN0563'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 51
 AN0563'FEET TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0638 ***********************************************************************
 AX0638  DESIGNATION -  T 1193
 AX0638  PID         -  AX0638
 AX0638  STATE/COUNTY-  TX/JACKSON
 AX0638  USGS QUAD   -  MORALES (1981)
 AX0638
 AX0638                         *CURRENT SURVEY CONTROL
 AX0638  ___________________________________________________________________
 AX0638* NAD 83(1986)-  29 07 49.     (N)    096 45 20.     (W)     SCALED    
 AX0638* NAVD 88     -        35.467  (meters)     116.36   (feet)  ADJUSTED  
 AX0638  ___________________________________________________________________
 AX0638  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0638  DYNAMIC HT  -          35.416 (meters)     116.19  (feet)  COMP
 AX0638  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 AX0638
 AX0638  VERT ORDER  -  FIRST     CLASS I
 AX0638
 AX0638.The horizontal coordinates were scaled from a topographic map and have
 AX0638.an estimated accuracy of +/- 6 seconds.
 AX0638
 AX0638.The orthometric height was determined by differential leveling
 AX0638.and adjusted by the National Geodetic Survey in June 1991..
 AX0638
 AX0638.The geoid height was determined by GEOID03.
 AX0638
 AX0638.The dynamic height is computed by dividing the NAVD 88
 AX0638.geopotential number by the normal gravity value computed on the
 AX0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0638.degrees latitude (g = 980.6199 gals.).
 AX0638
 AX0638.The modeled gravity was interpolated from observed gravity values.
 AX0638
 AX0638;                    North         East    Units  Estimated Accuracy
 AX0638;SPC TXSC     - 4,145,830.      818,380.      MT  (+/- 180 meters Scaled)
 AX0638
 AX0638                          SUPERSEDED SURVEY CONTROL
 AX0638
 AX0638  NGVD 29 (??/??/92)   35.480  (m)          116.40   (f) ADJ UNCH    1 1
 AX0638
 AX0638.Superseded values are not recommended for survey control.
 AX0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0638.See file dsdata.txt to determine how the superseded data were derived.
 AX0638
 AX0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT183245(NAD 83)
 AX0638_MARKER: DB = BENCH MARK DISK
 AX0638_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0638+WITH SETTING: INTO GROUND
 AX0638_STAMPING: T 1193 1972
 AX0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0638+STABILITY: SURFACE MOTION
 AX0638
 AX0638  HISTORY     - Date     Condition        Report By
 AX0638  HISTORY     - 1972     MONUMENTED       NGS
 AX0638
 AX0638                          STATION DESCRIPTION
 AX0638
 AX0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0638'0.55 MI NE FROM MORALES.
 AX0638'ABOUT 0.25 MILE EAST ALONG OLD MORALES ROAD FROM THE MORALES BAPTIST
 AX0638'CHURCH AT MORALES, THENCE 0.3 MILE NORTH ALONG A BLACK TOP ROAD, 0.2
 AX0638'MILE SOUTHEAST OF THE JUNCTION OF UPPER CORDELE ROAD, 162 FEET
 AX0638'SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BUILDING, 50 FEET
 AX0638'NORTHEAST OF THE CENTER LINE OF THE ROAD, 63 1/2 FEET NORTHWEST OF THE
 AX0638'CENTER OF AN 18-INCH OAK TREE, 0.6 FOOT SOUTHWEST OF A FENCE LINE,
 AX0638'13.7 FEET NORTHWEST OF THE NORTHWEST GATE POST, 1 FOOT SOUTHWEST OF A
 AX0638'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A
 AX0638'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AX0638'THE DISK PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND ENCASED IN
 AX0638'A 6-INCH METAL PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 AX0638'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0672 ***********************************************************************
 AX0672  DESIGNATION -  T 1194
 AX0672  PID         -  AX0672
 AX0672  STATE/COUNTY-  TX/JACKSON
 AX0672  USGS QUAD   -  GANADO (1981)
 AX0672
 AX0672                         *CURRENT SURVEY CONTROL
 AX0672  ___________________________________________________________________
 AX0672* NAD 83(1986)-  29 00 11.     (N)    096 35 04.     (W)     SCALED    
 AX0672* NAVD 88     -        18.689  (meters)      61.32   (feet)  ADJUSTED  
 AX0672  ___________________________________________________________________
 AX0672  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0672  DYNAMIC HT  -          18.662 (meters)      61.23  (feet)  COMP
 AX0672  MODELED GRAV-     979,217.6   (mgal)                       NAVD 88
 AX0672
 AX0672  VERT ORDER  -  FIRST     CLASS I
 AX0672
 AX0672.This mark is at Jackson Co (26R) Airport (26R)
 AX0672
 AX0672.The horizontal coordinates were scaled from a topographic map and have
 AX0672.an estimated accuracy of +/- 6 seconds.
 AX0672
 AX0672.The orthometric height was determined by differential leveling
 AX0672.and adjusted by the National Geodetic Survey in June 1991..
 AX0672
 AX0672.The geoid height was determined by GEOID03.
 AX0672
 AX0672.The dynamic height is computed by dividing the NAVD 88
 AX0672.geopotential number by the normal gravity value computed on the
 AX0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0672.degrees latitude (g = 980.6199 gals.).
 AX0672
 AX0672.The modeled gravity was interpolated from observed gravity values.
 AX0672
 AX0672;                    North         East    Units  Estimated Accuracy
 AX0672;SPC TXSC     - 4,132,070.      835,320.      MT  (+/- 180 meters Scaled)
 AX0672
 AX0672                          SUPERSEDED SURVEY CONTROL
 AX0672
 AX0672  NGVD 29 (12/23/87)   18.699  (m)           61.35   (f) ADJUSTED    1 1
 AX0672
 AX0672.Superseded values are not recommended for survey control.
 AX0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0672.See file dsdata.txt to determine how the superseded data were derived.
 AX0672
 AX0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT353107(NAD 83)
 AX0672_MARKER: DB = BENCH MARK DISK
 AX0672_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AX0672_SP_SET: DOOR FOUNDATION
 AX0672_STAMPING: T 1194 1972
 AX0672_MARK LOGO: NGS   
 AX0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX0672+STABILITY: POSITION/ELEVATION WELL
 AX0672
 AX0672  HISTORY     - Date     Condition        Report By
 AX0672  HISTORY     - 1972     MONUMENTED       NGS
 AX0672  HISTORY     - 1987     GOOD             NGS
 AX0672  HISTORY     - 19980725 GOOD             USPSQD
 AX0672
 AX0672                          STATION DESCRIPTION
 AX0672
 AX0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0672'4.45 MI NE FROM EDNA.
 AX0672'ABOUT 4.05 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD AND US
 AX0672'HIGHWAY 59 FROM THE COURTHOUSE AT EDNA, THENCE 0.4 MILE SOUTHEAST
 AX0672'ALONG A PAVED ROAD TO THE JACKSON COUNTY AIRPORT, 183 FEET NORTHEAST
 AX0672'OF THE CENTER LINE OF THE ROAD, AT THE LARGE METAL HANGAR AND OFFICE
 AX0672'BUILDING, 40 FEET SOUTHEAST OF THE NORTH CORNER OF THE HANGAR, SET IN
 AX0672'THE TOP OF THE CONCRETE FOUNDATION OF THE ROLLING DOORS OF THE
 AX0672'NORTHEAST ENTRANCE TO HANGAR, NEAR THE CENTER OF THE DOORWAY AND LEVEL
 AX0672'WITH THE FLOOR OF THE HANGAR.
 AX0672
 AX0672                          STATION RECOVERY (1987)
 AX0672
 AX0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0672'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.65 KM (1.64
 AX0672'MI) NORTHEAST ALONG HIGHWAY LOOP 521 FROM THE JUNCTION OF STATE
 AX0672'HIGHWAY 111 IN EDNA, THENCE 3.8 KM (2.37 MI) NORTHEAST ALONG US
 AX0672'HIGHWAY 59, THENCE 0.58 KM (0.36 MI) SOUTHEAST ALONG A PAVED ROAD TO
 AX0672'THE JACKSON COUNTY AIRPORT, AT A LARGE BUILDING FOR THE AIRPORT OFFICE
 AX0672'AND A HANGAR, 12.2 METERS (40.0 FT) SOUTHEAST OF THE NORTH CORNER OF
 AX0672'THE BUILDING, IN TOP AND CENTER OF THE CONCRETE FOUNDATION OF THE
 AX0672'ROLLING DOORS FOR THE NORTHEAST ENTRANCE OF THE HANGAR PORTION OF THE
 AX0672'BUILDING.
 AX0672'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 AX0672
 AX0672                          STATION RECOVERY (1998)
 AX0672
 AX0672'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0653 ***********************************************************************
 AN0653  DESIGNATION -  T 1195
 AN0653  PID         -  AN0653
 AN0653  STATE/COUNTY-  TX/JACKSON
 AN0653  USGS QUAD   -  EDNA (1995)
 AN0653
 AN0653                         *CURRENT SURVEY CONTROL
 AN0653  ___________________________________________________________________
 AN0653* NAD 83(1986)-  28 54 41.     (N)    096 40 15.     (W)     SCALED    
 AN0653* NAVD 88     -        16.93   (+/-2cm)      55.5    (feet)  VERTCON   
 AN0653  ___________________________________________________________________
 AN0653  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0653
 AN0653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0653
 AN0653.The horizontal coordinates were scaled from a topographic map and have
 AN0653.an estimated accuracy of +/- 6 seconds.
 AN0653
 AN0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0653.The vertical order pertains to the NGVD 29 superseded value.
 AN0653
 AN0653.The geoid height was determined by GEOID03.
 AN0653
 AN0653;                    North         East    Units  Estimated Accuracy
 AN0653;SPC TXSC     - 4,121,740.      827,110.      MT  (+/- 180 meters Scaled)
 AN0653
 AN0653                          SUPERSEDED SURVEY CONTROL
 AN0653
 AN0653  NGVD 29 (??/??/92)   16.978  (m)           55.70   (f) ADJ UNCH    2 0
 AN0653
 AN0653.Superseded values are not recommended for survey control.
 AN0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0653.See file dsdata.txt to determine how the superseded data were derived.
 AN0653
 AN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT270004(NAD 83)
 AN0653_MARKER: DB = BENCH MARK DISK
 AN0653_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0653+WITH SETTING: INTO GROUND
 AN0653_STAMPING: T 1195 1972
 AN0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0653+STABILITY: SURFACE MOTION
 AN0653
 AN0653  HISTORY     - Date     Condition        Report By
 AN0653  HISTORY     - 1972     MONUMENTED       NGS
 AN0653
 AN0653                          STATION DESCRIPTION
 AN0653
 AN0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0653'3.2 MI SE FROM EL TORO.
 AN0653'ABOUT 3.2 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO. 234 FROM THE
 AN0653'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT EL TORO, 159 FEET
 AN0653'NORTHWEST OF A HIGH PRESSURE GAS LINE FOR THE COSTAL GAS CO., 175 FEET
 AN0653'NORTHWEST OF THE CENTER LINE OF A SHELL ROAD LEADING NORTHEAST, 129
 AN0653'FEET NORTH OF AND ACROSS THE FARM ROAD FROM A POWER LINE POLE, 110
 AN0653'FEET NORTHWEST OF THE CENTER OF A NARROW DITCH WITH 2 CONCRETE PIPE
 AN0653'CULVERTS UNDER THE HIGHWAY, 59 FEET NORTHEAST OF THE CENTER LINE OF
 AN0653'THE FARM ROAD, 23 FEET NORTHWEST OF THE CENTER OF A WIRE GATE, 1 FOOT
 AN0653'SOUTHWEST OF A FENCE LINE, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST,
 AN0653'1 FOOT BELOW THE LEVEL OF THE ROAD AND ON THE TOP OF A 4 FOOT COPPER
 AN0653'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 AN0653'LEVEL WITH THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS
 AN0653'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0650 ***********************************************************************
 AN0650  DESIGNATION -  T 1196
 AN0650  PID         -  AN0650
 AN0650  STATE/COUNTY-  TX/JACKSON
 AN0650  USGS QUAD   -  EDNA (1995)
 AN0650
 AN0650                         *CURRENT SURVEY CONTROL
 AN0650  ___________________________________________________________________
 AN0650* NAD 83(1986)-  28 54 27.     (N)    096 40 00.     (W)     SCALED    
 AN0650* NAVD 88     -        16.51   (+/-2cm)      54.2    (feet)  VERTCON   
 AN0650  ___________________________________________________________________
 AN0650  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0650
 AN0650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0650
 AN0650.The horizontal coordinates were scaled from a topographic map and have
 AN0650.an estimated accuracy of +/- 6 seconds.
 AN0650
 AN0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0650.The vertical order pertains to the NGVD 29 superseded value.
 AN0650
 AN0650.The geoid height was determined by GEOID03.
 AN0650
 AN0650;                    North         East    Units  Estimated Accuracy
 AN0650;SPC TXSC     - 4,121,320.      827,520.      MT  (+/- 180 meters Scaled)
 AN0650
 AN0650                          SUPERSEDED SURVEY CONTROL
 AN0650
 AN0650  NGVD 29 (??/??/92)   16.555  (m)           54.31   (f) ADJ UNCH    2 0
 AN0650
 AN0650.Superseded values are not recommended for survey control.
 AN0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0650.See file dsdata.txt to determine how the superseded data were derived.
 AN0650
 AN0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS275999(NAD 83)
 AN0650_MARKER: DB = BENCH MARK DISK
 AN0650_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0650+WITH SETTING: INTO GROUND
 AN0650_STAMPING: T 1196 1972
 AN0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0650+STABILITY: SURFACE MOTION
 AN0650
 AN0650  HISTORY     - Date     Condition        Report By
 AN0650  HISTORY     - 1972     MONUMENTED       NGS
 AN0650
 AN0650                          STATION DESCRIPTION
 AN0650
 AN0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0650'3.65 MI SE FROM EL TORO.
 AN0650'ABOUT 3.65 MILES SOUTHEAST ALONG FARM-TO-MARKET ROAD 234 FROM THE
 AN0650'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT EL TORO, ABOUT 0.1 MILE
 AN0650'SOUTHEAST OF A DRIVEWAY WHICH LEADS NORTHEAST TO THE RICHARD COSPER
 AN0650'BRICK HOUSE, 104 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 73 1/2
 AN0650'FEET EAST OF AN UNDERGROUND TELEPHONE CABLE MARKER, 42 1/2 FEET
 AN0650'NORTHEAST OF A CORNER FENCE POST, 14 FEET NORTHWEST OF THE CENTER LINE
 AN0650'OF A TRAIL ROAD, 1 1/2 FEET NORTHWEST OF A FENCE, 324.0 FEET EAST AND
 AN0650'ACROSS THE FARM-TO-MARKET ROAD FROM BENCH MARK Z 1196, 1.8 FEET
 AN0650'NORTHWEST OF A METAL WITNESS POST, AND ON THE TOP OF A 5 1/2-FOOT
 AN0650'SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AN0650'THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A
 AN0650'6-INCH METAL PIPE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0801 ***********************************************************************
 AN0801  DESIGNATION -  T 1197 RESET 1972
 AN0801  PID         -  AN0801
 AN0801  STATE/COUNTY-  TX/JACKSON
 AN0801  USGS QUAD   -  MANSON (1995)
 AN0801
 AN0801                         *CURRENT SURVEY CONTROL
 AN0801  ___________________________________________________________________
 AN0801* NAD 83(1986)-  28 57 07.     (N)    096 31 13.     (W)     SCALED    
 AN0801* NAVD 88     -        16.07   (+/-2cm)      52.7    (feet)  VERTCON   
 AN0801  ___________________________________________________________________
 AN0801  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0801
 AN0801  VERT ORDER  -  THIRD (See Below)
 AN0801
 AN0801.The horizontal coordinates were scaled from a topographic map and have
 AN0801.an estimated accuracy of +/- 6 seconds.
 AN0801
 AN0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0801.The vertical order pertains to the NGVD 29 superseded value.
 AN0801
 AN0801.The geoid height was determined by GEOID03.
 AN0801
 AN0801;                    North         East    Units  Estimated Accuracy
 AN0801;SPC TXSC     - 4,126,540.      841,690.      MT  (+/- 180 meters Scaled)
 AN0801
 AN0801                          SUPERSEDED SURVEY CONTROL
 AN0801
 AN0801  NGVD 29 (??/??/??)   16.08   (m)           52.8    (f) RESET       3  
 AN0801
 AN0801.Superseded values are not recommended for survey control.
 AN0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0801.See file dsdata.txt to determine how the superseded data were derived.
 AN0801
 AN0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT416051(NAD 83)
 AN0801_MARKER: DB = BENCH MARK DISK
 AN0801_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0801+WITH SETTING: INTO GROUND
 AN0801_STAMPING: T 1197 RESET 1972
 AN0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0801+STABILITY: SURFACE MOTION
 AN0801
 AN0801  HISTORY     - Date     Condition        Report By
 AN0801  HISTORY     - 1972     MONUMENTED       NGS
 AN0801
 AN0801                          STATION DESCRIPTION
 AN0801
 AN0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0801'8.3 MI SE FROM EDNA.
 AN0801'8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE AT
 AN0801'EDNA, 84.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 111, 289.0
 AN0801'FEET WEST OF THE CENTERLINE OF ROAD 1593, 87.0 FEET WEST OF A FENCE
 AN0801'CORNER, 3.2 FEET NORTHWEST OF A POWER POLE, 1.1 FEET NORTH OF A FENCE
 AN0801'LINE, 1.2 FEET SOUTH OF A WITNESS POST, AND ON THE TOP OF A 4-FOOT
 AN0801'SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AN0801'THE DISK IS PROJECTING 0.4 OF A FOOT ABOVE THE GROUND AND IS PROTECTED
 AN0801'BY A PIPE WHICH IS ABOUT LEVEL WITH STATE HIGHWAY 111.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0951 ***********************************************************************
 AX0951  DESIGNATION -  T 1198
 AX0951  PID         -  AX0951
 AX0951  STATE/COUNTY-  TX/LAVACA
 AX0951  USGS QUAD   -  MORAVIA (1981)
 AX0951
 AX0951                         *CURRENT SURVEY CONTROL
 AX0951  ___________________________________________________________________
 AX0951* NAD 83(1986)-  29 36 26.     (N)    096 54 47.     (W)     SCALED    
 AX0951* NAVD 88     -        98.844  (meters)     324.29   (feet)  ADJUSTED  
 AX0951  ___________________________________________________________________
 AX0951  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0951  DYNAMIC HT  -          98.705 (meters)     323.83  (feet)  COMP
 AX0951  MODELED GRAV-     979,241.0   (mgal)                       NAVD 88
 AX0951
 AX0951  VERT ORDER  -  FIRST     CLASS I
 AX0951
 AX0951.The horizontal coordinates were scaled from a topographic map and have
 AX0951.an estimated accuracy of +/- 6 seconds.
 AX0951
 AX0951.The orthometric height was determined by differential leveling
 AX0951.and adjusted by the National Geodetic Survey in June 1991..
 AX0951
 AX0951.The geoid height was determined by GEOID03.
 AX0951
 AX0951.The dynamic height is computed by dividing the NAVD 88
 AX0951.geopotential number by the normal gravity value computed on the
 AX0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0951.degrees latitude (g = 980.6199 gals.).
 AX0951
 AX0951.The modeled gravity was interpolated from observed gravity values.
 AX0951
 AX0951;                    North         East    Units  Estimated Accuracy
 AX0951;SPC TXSC     - 4,198,400.      802,110.      MT  (+/- 180 meters Scaled)
 AX0951
 AX0951                          SUPERSEDED SURVEY CONTROL
 AX0951
 AX0951  NGVD 29 (??/??/92)   98.819  (m)          324.21   (f) ADJ UNCH    1 1
 AX0951
 AX0951.Superseded values are not recommended for survey control.
 AX0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0951.See file dsdata.txt to determine how the superseded data were derived.
 AX0951
 AX0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT020770(NAD 83)
 AX0951_MARKER: DB = BENCH MARK DISK
 AX0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0951_SP_SET: ROD
 AX0951_STAMPING: T 1198 1972
 AX0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0951
 AX0951  HISTORY     - Date     Condition        Report By
 AX0951  HISTORY     - 1972     MONUMENTED       NGS
 AX0951  HISTORY     - 1990     GOOD             USPSQD
 AX0951  HISTORY     - 19970607 GOOD             USPSQD
 AX0951
 AX0951                          STATION DESCRIPTION
 AX0951
 AX0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0951'5.35 MI S FROM SCHULENBURG.
 AX0951'ABOUT 5.35 MILES SOUTH ALONG U. S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0951'U. S. HIGHWAY 90 AT SCHULENBURG, 163 YARDS (PACED) NORTH OF A DIRT
 AX0951'ROAD INTERSECTION, 125 YARDS NORTH-NORTHEAST OF AND ACROSS THE HIGHWAY
 AX0951'FROM THE NORTHEAST CORNER OF THE MULHSTEIN STORE AND SERVICE STATION,
 AX0951'119 FEET NORTH OF POWER LINE POLE 10-1 BEARING A TRANSFORMER, 65 FEET
 AX0951'EAST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF A T FENCE
 AX0951'CORNER, 1 FOOT WEST OF A FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS
 AX0951'POST, 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4
 AX0951'FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AX0951'THE DISK PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED
 AX0951'IN A 6 INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 AX0951'GROUND.  NOTE-- THE METAL BASE PLATE IS SET ON SOLID ROCK THAT WAS
 AX0951'FOUND AT THE ABOVE DEPTH.  UNABLE TO ESTABLISH A DEEP ROD MARK IN THIS
 AX0951'VICINITY.
 AX0951
 AX0951                          STATION RECOVERY (1990)
 AX0951
 AX0951'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0951'RECOVERED IN GOOD CONDITION.
 AX0951
 AX0951                          STATION RECOVERY (1997)
 AX0951
 AX0951'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1753 ***********************************************************************
 BK1753  DESIGNATION -  T 1199
 BK1753  PID         -  BK1753
 BK1753  STATE/COUNTY-  TX/ORANGE
 BK1753  USGS QUAD   -  ORANGE (1996)
 BK1753
 BK1753                         *CURRENT SURVEY CONTROL
 BK1753  ___________________________________________________________________
 BK1753* NAD 83(1986)-  30 05 32.     (N)    093 44 56.     (W)     SCALED    
 BK1753* NAVD 88     -         2.033  (meters)       6.67   (feet)  ADJUSTED  
 BK1753  ___________________________________________________________________
 BK1753  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK1753  DYNAMIC HT  -           2.031 (meters)       6.66  (feet)  COMP
 BK1753  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BK1753
 BK1753  VERT ORDER  -  FIRST     CLASS I
 BK1753
 BK1753.The horizontal coordinates were scaled from a topographic map and have
 BK1753.an estimated accuracy of +/- 6 seconds.
 BK1753
 BK1753.The orthometric height was determined by differential leveling
 BK1753.and adjusted by the National Geodetic Survey in June 1991..
 BK1753
 BK1753.The geoid height was determined by GEOID03.
 BK1753
 BK1753.The dynamic height is computed by dividing the NAVD 88
 BK1753.geopotential number by the normal gravity value computed on the
 BK1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1753.degrees latitude (g = 980.6199 gals.).
 BK1753
 BK1753.The modeled gravity was interpolated from observed gravity values.
 BK1753
 BK1753;                    North         East    Units  Estimated Accuracy
 BK1753;SPC TX C     - 3,065,960.    1,334,350.      MT  (+/- 180 meters Scaled)
 BK1753
 BK1753                          SUPERSEDED SURVEY CONTROL
 BK1753
 BK1753  NGVD 29 (??/??/??)    1.981  (m)            6.50   (f) ADJUSTED    1 1
 BK1753
 BK1753.Superseded values are not recommended for survey control.
 BK1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1753.See file dsdata.txt to determine how the superseded data were derived.
 BK1753
 BK1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP278292(NAD 83)
 BK1753_MARKER: DB = BENCH MARK DISK
 BK1753_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1753_SP_SET: COPPER-CLAD STEEL ROD
 BK1753_STAMPING: T 1199 1972
 BK1753_MARK LOGO: NGS   
 BK1753_PROJECTION: FLUSH
 BK1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1753+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 BK1753_ROD/PIPE-DEPTH: 26.8 meters
 BK1753
 BK1753  HISTORY     - Date     Condition        Report By
 BK1753  HISTORY     - 1972     MONUMENTED       NGS
 BK1753  HISTORY     - 1979     GOOD             NGS
 BK1753  HISTORY     - 1981     GOOD             NGS
 BK1753  HISTORY     - 1986     GOOD             NGS
 BK1753  HISTORY     - 1987     GOOD             USPSQD
 BK1753  HISTORY     - 1988     GOOD             USPSQD
 BK1753  HISTORY     - 1988     GOOD             USPSQD
 BK1753  HISTORY     - 1989     GOOD             USPSQD
 BK1753  HISTORY     - 1989     GOOD             USPSQD
 BK1753  HISTORY     - 1990     GOOD             USPSQD
 BK1753  HISTORY     - 1990     GOOD             USPSQD
 BK1753  HISTORY     - 1990     GOOD             USPSQD
 BK1753  HISTORY     - 19960427 GOOD             USPSQD
 BK1753  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1753  HISTORY     - 20020727 GOOD             USPSQD
 BK1753  HISTORY     - 20040317 GOOD             USPSQD
 BK1753  HISTORY     - 20060118 GOOD             JCLS
 BK1753
 BK1753                          STATION DESCRIPTION
 BK1753
 BK1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1753'0.55 MI W FROM ORANGE.
 BK1753'ABOUT 0.15 MILE WEST ALONG WEST GREEN AVENUE (U.S. HIGHWAY 90 BUSINESS
 BK1753'ROUTE) THENCE 0.1 MILE SOUTH ALONG 13TH. STREET, THENCE 0.3 MILE WEST
 BK1753'ALONG WEST MAIN STREET AT THE SOUTHWEST CORNER OF WEST MAIN STREET
 BK1753'PARK, 165 FEET WEST OF THE WEST SIDE OF A SEWER LIFT STATION WHICH
 BK1753'PROJECTS 4 FEET HIGH, 115 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 BK1753'BRICK RECREATION BUILDING, 65 FEET WEST OF THE WEST EDGE OF A CONCRETE
 BK1753'SIDEWALK 43 FEET NORTH OF THE CENTER LINE OF WEST MAIN STREET, 8.8
 BK1753'FEET NORTHWEST OF A 30-INCH OAK TREE, 2.8 FEET EAST OF A PIPE FENCE
 BK1753'POST AT THE WEST END OF A CHAIN LINK FENCE, 0.4 FOOT NORTH OF A CHAIN
 BK1753'LINK FENCE, 0.5 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 BK1753'WEST MAIN STREET, A DISK ON THE TOP OF A 5/8 COPPER COATED ROD THAT IS
 BK1753'DRIVEN TO A DEPTH OF 88 FEET, THE DISK IS LEVEL WITH THE SURFACE OF
 BK1753'THE GROUND AND ENCASED IN A 6-INCH IRON PIPE PROJECTING 1 INCH. NOTE--
 BK1753'THIS BM IS 1.3 MILES EAST OF BM W 1036 WHICH IS DESCRIBED ALONG THE
 BK1753'RAILROAD.
 BK1753
 BK1753                          STATION RECOVERY (1979)
 BK1753
 BK1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1753'NOT LEVELED TO AT THIS DATE.
 BK1753
 BK1753                          STATION RECOVERY (1981)
 BK1753
 BK1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1753'IN ORANGE, 1.1 KILOMETERS (0.7 MILE) WEST ALONG WEST MAIN STREET FROM
 BK1753'CITY HALL, AT THE SOUTHWEST CORNER OF WEST MAIN STREET CITY PARK,
 BK1753'35.05 METERS (115.0 FEET) SOUTH OF THE SOUTHWEST CORNER OF A BRICK
 BK1753'RECREATION BUILDING, 19.81 METERS (65.0 FEET) WEST OF THE WEST EDGE OF
 BK1753'THE SIDEWALK LEADING FROM WEST MAIN INTO THE RECREATION BUILDING,
 BK1753'13.10 METERS (43.0 FEET) NORTH OF THE CENTERLINE OF MAIN STREET,
 BK1753'0.85 METER (2.8 FEET) EAST OF THE WEST END POST OF A CHAIN LINK FENCE,
 BK1753'0.15 METER (0.5 FOOT) NORTH OF THE CHAIN LINK FENCE.
 BK1753'THE MARK IS 0.18 METERS  N FROM A WITNESS POST.
 BK1753'THE MARK IS ABOVE LEVEL WITH GROUND.
 BK1753
 BK1753                          STATION RECOVERY (1986)
 BK1753
 BK1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1753'RECOVERED IN GOOD CONDITION.
 BK1753
 BK1753                          STATION RECOVERY (1987)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 BK1753'RECOVERED IN GOOD CONDITION.
 BK1753
 BK1753                          STATION RECOVERY (1988)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BK1753'RECOVERED IN GOOD CONDITION.
 BK1753
 BK1753                          STATION RECOVERY (1988)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1753'RECOVERED IN GOOD CONDITION.
 BK1753
 BK1753                          STATION RECOVERY (1989)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1753'RECOVERED IN GOOD CONDITION.
 BK1753
 BK1753                          STATION RECOVERY (1989)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BK1753'RECOVERED IN GOOD CONDITION.
 BK1753
 BK1753                          STATION RECOVERY (1990)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 1990 (JG)
 BK1753'RECOVERED IN GOOD CONDITION.
 BK1753
 BK1753                          STATION RECOVERY (1990)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BK1753'RECOVERED IN GOOD CONDITION.
 BK1753
 BK1753                          STATION RECOVERY (1990)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHB)
 BK1753'RECOVERED IN GOOD CONDITION.
 BK1753
 BK1753                          STATION RECOVERY (1996)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1753'RECOVERED IN GOOD CONDITION.
 BK1753
 BK1753                          STATION RECOVERY (2001)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1753'MARK NOT FOUND.
 BK1753
 BK1753                          STATION RECOVERY (2002)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1753'PARK IMPROVEMENT REQUIRE A REVISED DESCRIPTION.  MARKER IS 2.5 FEET
 BK1753'SOUTHWEST OF THE SOUTHWEST CORNER OF A WROUGHT IRON FENCE, AND 49 FEET
 BK1753'EAST OF THE LION STATUE'S BRICK BASE WHICH MARKS THE ENTRANCE TO
 BK1753'ORANGE LIONS CITY PARK.
 BK1753
 BK1753                          STATION RECOVERY (2004)
 BK1753
 BK1753'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BK1753'RECOVERED IN GOOD CONDITION.
 BK1753
 BK1753                          STATION RECOVERY (2006)
 BK1753
 BK1753'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BK1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0259 ***********************************************************************
 BN0259  DESIGNATION -  T 120
 BN0259  PID         -  BN0259
 BN0259  STATE/COUNTY-  TX/MASON
 BN0259  USGS QUAD   -  MASON (1979)
 BN0259
 BN0259                         *CURRENT SURVEY CONTROL
 BN0259  ___________________________________________________________________
 BN0259* NAD 83(1986)-  30 44 21.     (N)    099 08 37.     (W)     SCALED    
 BN0259* NAVD 88     -       443.264  (meters)    1454.28   (feet)  ADJUSTED  
 BN0259  ___________________________________________________________________
 BN0259  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BN0259  DYNAMIC HT  -         442.668 (meters)    1452.32  (feet)  COMP
 BN0259  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 BN0259
 BN0259  VERT ORDER  -  SECOND    CLASS 0
 BN0259
 BN0259.The horizontal coordinates were scaled from a topographic map and have
 BN0259.an estimated accuracy of +/- 6 seconds.
 BN0259
 BN0259.The orthometric height was determined by differential leveling
 BN0259.and adjusted by the National Geodetic Survey in June 1991..
 BN0259
 BN0259.The geoid height was determined by GEOID03.
 BN0259
 BN0259.The dynamic height is computed by dividing the NAVD 88
 BN0259.geopotential number by the normal gravity value computed on the
 BN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0259.degrees latitude (g = 980.6199 gals.).
 BN0259
 BN0259.The modeled gravity was interpolated from observed gravity values.
 BN0259
 BN0259;                    North         East    Units  Estimated Accuracy
 BN0259;SPC TX C     - 3,119,500.      813,920.      MT  (+/- 180 meters Scaled)
 BN0259
 BN0259                          SUPERSEDED SURVEY CONTROL
 BN0259
 BN0259  NGVD 29 (??/??/92)  443.216  (m)         1454.12   (f) ADJ UNCH    2 0
 BN0259
 BN0259.Superseded values are not recommended for survey control.
 BN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0259.See file dsdata.txt to determine how the superseded data were derived.
 BN0259
 BN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV862007(NAD 83)
 BN0259_MARKER: DB = BENCH MARK DISK
 BN0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0259_STAMPING: T 120 1933
 BN0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0259+STABILITY: SURFACE MOTION
 BN0259
 BN0259  HISTORY     - Date     Condition        Report By
 BN0259  HISTORY     - 1933     MONUMENTED       CGS
 BN0259  HISTORY     - 1967     GOOD             USGS
 BN0259
 BN0259                          STATION DESCRIPTION
 BN0259
 BN0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0259'5.2 MI E FROM MASON.
 BN0259'5.2 MILES EAST OF MASON ALONG LLANO-MASON ROAD, 1.5 MILES WEST OF
 BN0259'STONE CHURCH AT ART.  380 FEET WEST OF PRIVATE ROAD TO D A JORDAN
 BN0259'PLACE.  12 FEET NORTHWEST OF AN 18 INCH OAK TREE, ON TOP OF A SMALL
 BN0259'RISE AND IN THE NORTH RIGHT OF WAY FENCELINE.
 BN0259
 BN0259                          STATION RECOVERY (1967)
 BN0259
 BN0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0424 ***********************************************************************
 BL0424  DESIGNATION -  T 1200
 BL0424  PID         -  BL0424
 BL0424  STATE/COUNTY-  TX/LIBERTY
 BL0424  USGS QUAD   -  DEVERS (1984)
 BL0424
 BL0424                         *CURRENT SURVEY CONTROL
 BL0424  ___________________________________________________________________
 BL0424* NAD 83(1986)-  30 01 41.     (N)    094 35 37.     (W)     SCALED    
 BL0424* NAVD 88     -        18.371  (meters)      60.27   (feet)  ADJUSTED  
 BL0424  ___________________________________________________________________
 BL0424  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0424  DYNAMIC HT  -          18.347 (meters)      60.19  (feet)  COMP
 BL0424  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 BL0424
 BL0424  VERT ORDER  -  FIRST     CLASS II
 BL0424
 BL0424.The horizontal coordinates were scaled from a topographic map and have
 BL0424.an estimated accuracy of +/- 6 seconds.
 BL0424
 BL0424.The orthometric height was determined by differential leveling
 BL0424.and adjusted by the National Geodetic Survey in June 1991..
 BL0424
 BL0424.The geoid height was determined by GEOID03.
 BL0424
 BL0424.The dynamic height is computed by dividing the NAVD 88
 BL0424.geopotential number by the normal gravity value computed on the
 BL0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0424.degrees latitude (g = 980.6199 gals.).
 BL0424
 BL0424.The modeled gravity was interpolated from observed gravity values.
 BL0424
 BL0424;                    North         East    Units  Estimated Accuracy
 BL0424;SPC TX C     - 3,054,340.    1,253,420.      MT  (+/- 180 meters Scaled)
 BL0424
 BL0424                          SUPERSEDED SURVEY CONTROL
 BL0424
 BL0424  NGVD 29 (12/23/87)   18.376  (m)           60.29   (f) ADJUSTED    1 2
 BL0424
 BL0424.Superseded values are not recommended for survey control.
 BL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0424.See file dsdata.txt to determine how the superseded data were derived.
 BL0424
 BL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP463229(NAD 83)
 BL0424_MARKER: DB = BENCH MARK DISK
 BL0424_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BL0424_SP_SET: BRIDGE GUARDRAIL
 BL0424_STAMPING: T 1200 1972
 BL0424_MARK LOGO: NGS   
 BL0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0424
 BL0424  HISTORY     - Date     Condition        Report By
 BL0424  HISTORY     - 1972     MONUMENTED       NGS
 BL0424  HISTORY     - 1987     GOOD             NGS
 BL0424  HISTORY     - 19880312 GOOD             USPSQD
 BL0424  HISTORY     - 19950817 GOOD             USPSQD
 BL0424
 BL0424                          STATION DESCRIPTION
 BL0424
 BL0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0424'IN DEVERS.
 BL0424'ABOUT 0.2 MILES WEST ALONG US HIGHWAY 90 AT DEVERS FROM THE SCHOOL
 BL0424'THENCE ABOUT 0.35 MILE EAST OF THE JUNCTION OF THE EAST LEG OF STATE
 BL0424'HIGHWAY 61, SET IN THE TOP OF THE GUARD RAIL BASE DIRECTLY OVER THE
 BL0424'NORTH END OF THE EAST ABUTMENT TO A 105-FOOT CONCRETE BRIDGE OVER BLAU
 BL0424'GULLY BAYOU, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 BL0424'LEVEL WITH THE HIGHWAY.
 BL0424
 BL0424                          STATION RECOVERY (1987)
 BL0424
 BL0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0424'RECOVERED IN GOOD CONDITION.
 BL0424
 BL0424                          STATION RECOVERY (1988)
 BL0424
 BL0424'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0424'RECOVERED IN GOOD CONDITION.
 BL0424
 BL0424                          STATION RECOVERY (1995)
 BL0424
 BL0424'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1569 ***********************************************************************
 AW1569  DESIGNATION -  T 1201
 AW1569  PID         -  AW1569
 AW1569  STATE/COUNTY-  TX/HARRIS
 AW1569  USGS QUAD   -  LEAGUE CITY (1995)
 AW1569
 AW1569                         *CURRENT SURVEY CONTROL
 AW1569  ___________________________________________________________________
 AW1569* NAD 83(1986)-  29 37 05.     (N)    095 02 02.     (W)     SCALED    
 AW1569* NAVD 88     -         1.770  (meters)       5.81   (feet)  ADJUSTED  
 AW1569  ___________________________________________________________________
 AW1569  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW1569  DYNAMIC HT  -           1.768 (meters)       5.80  (feet)  COMP
 AW1569  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 AW1569
 AW1569  VERT ORDER  -  FIRST     CLASS II
 AW1569
 AW1569.The horizontal coordinates were scaled from a topographic map and have
 AW1569.an estimated accuracy of +/- 6 seconds.
 AW1569
 AW1569.The orthometric height was determined by differential leveling
 AW1569.and adjusted by the National Geodetic Survey in June 1991..
 AW1569
 AW1569.The geoid height was determined by GEOID03.
 AW1569
 AW1569.The dynamic height is computed by dividing the NAVD 88
 AW1569.geopotential number by the normal gravity value computed on the
 AW1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1569.degrees latitude (g = 980.6199 gals.).
 AW1569
 AW1569.The modeled gravity was interpolated from observed gravity values.
 AW1569
 AW1569;                    North         East    Units  Estimated Accuracy
 AW1569;SPC TXSC     - 4,204,310.      984,010.      MT  (+/- 180 meters Scaled)
 AW1569
 AW1569                          SUPERSEDED SURVEY CONTROL
 AW1569
 AW1569  NGVD 29 (12/23/87)    1.767  (m)            5.80   (f) ADJUSTED    1 2
 AW1569
 AW1569.Superseded values are not recommended for survey control.
 AW1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1569.See file dsdata.txt to determine how the superseded data were derived.
 AW1569
 AW1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN030781(NAD 83)
 AW1569_MARKER: DB = BENCH MARK DISK
 AW1569_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1569_SP_SET: HEADWALL
 AW1569_STAMPING: T 1201 1973
 AW1569_MARK LOGO: NGS   
 AW1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1569+STABILITY: SURFACE MOTION
 AW1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1569+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW1569
 AW1569  HISTORY     - Date     Condition        Report By
 AW1569  HISTORY     - 1973     MONUMENTED       NGS
 AW1569  HISTORY     - 1978     GOOD             NGS
 AW1569  HISTORY     - 1983     GOOD             NGS
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             USPSQD
 AW1569  HISTORY     - 1987     GOOD             NGS
 AW1569  HISTORY     - 19870120 GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1988     GOOD             USPSQD
 AW1569  HISTORY     - 1989     GOOD             USPSQD
 AW1569  HISTORY     - 1989     GOOD             USPSQD
 AW1569  HISTORY     - 1989     GOOD             USPSQD
 AW1569  HISTORY     - 1989     GOOD             USPSQD
 AW1569  HISTORY     - 1989     GOOD             USPSQD
 AW1569  HISTORY     - 1989     GOOD             USPSQD
 AW1569  HISTORY     - 1990     GOOD             USPSQD
 AW1569  HISTORY     - 1990     GOOD             USPSQD
 AW1569  HISTORY     - 19931122 GOOD             USPSQD
 AW1569  HISTORY     - 20010131 GOOD             USPSQD
 AW1569  HISTORY     - 20010331 GOOD             NGS
 AW1569  HISTORY     - 20030423 GOOD             USPSQD
 AW1569  HISTORY     - 20050117 GOOD             USPSQD
 AW1569
 AW1569                          STATION DESCRIPTION
 AW1569
 AW1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1569'4.3 MI S FROM LA PORTE.
 AW1569'ABOUT 3.1 MILES SOUTH ALONG STATE HWY. 146 BUSINESS FROM THE
 AW1569'INTERSECTION OF BROADWAY AND SAN JACINTO AVE. AT LA PORTE, THENCE 1.1
 AW1569'MILES WEST ALONG SHORE ACRES BLVD., THENCE 0.1 MILE SOUTH ALONG ST.
 AW1569'HWY. 146, ABOUT 224 FEET NORTHWEST OF THE NORTH END OF THE STEEL GUARD
 AW1569'RAILING LOCATED IN THE CENTER OF THE MEDIAN, 55 FEET WEST OF THE
 AW1569'CENTER LANE OF THE WESTBOUND LANE OF THE HWY., SET IN THE TOP CENTER
 AW1569'OF THE WEST CONCRETE HEADWALL OF 4 X 3 FT. BOX CULVERT, AND ABOUT 3
 AW1569'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AW1569
 AW1569                          STATION RECOVERY (1978)
 AW1569
 AW1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1983)
 AW1569
 AW1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1569'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 55 FEET WEST OF THE CENTER
 AW1569'LANE OF THE WESTBOUND LANE OF THE HWY, ADD 16.8 METERS (55 FT) WEST OF
 AW1569'THE CENTERLINE OF STATE HIGHWAY 146 SOUTHBOUND.  DELETE, AND ABOUT 3
 AW1569'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AW1569'THE MARK IS 1.2 M BELOW HIGHWAY.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (MJO)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1987)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1988)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1989)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1989)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1989 (PT)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1989)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1989)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1989)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1989)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1990)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1990)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (1993)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (2001)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDL)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (2001)
 AW1569
 AW1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1569'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1569
 AW1569                          STATION RECOVERY (2003)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AW1569'RECOVERED IN GOOD CONDITION.
 AW1569
 AW1569                          STATION RECOVERY (2005)
 AW1569
 AW1569'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0842 ***********************************************************************
 BL0842  DESIGNATION -  T 1203
 BL0842  PID         -  BL0842
 BL0842  STATE/COUNTY-  TX/WALKER
 BL0842  USGS QUAD   -  NEW WAVERLY (1976)
 BL0842
 BL0842                         *CURRENT SURVEY CONTROL
 BL0842  ___________________________________________________________________
 BL0842* NAD 83(1986)-  30 32 07.     (N)    095 28 57.     (W)     SCALED    
 BL0842* NAVD 88     -       108.252  (meters)     355.16   (feet)  ADJUSTED  
 BL0842  ___________________________________________________________________
 BL0842  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL0842  DYNAMIC HT  -         108.109 (meters)     354.69  (feet)  COMP
 BL0842  MODELED GRAV-     979,319.5   (mgal)                       NAVD 88
 BL0842
 BL0842  VERT ORDER  -  FIRST     CLASS I
 BL0842
 BL0842.The horizontal coordinates were scaled from a topographic map and have
 BL0842.an estimated accuracy of +/- 6 seconds.
 BL0842
 BL0842.The orthometric height was determined by differential leveling
 BL0842.and adjusted by the National Geodetic Survey in June 1991..
 BL0842
 BL0842.The geoid height was determined by GEOID03.
 BL0842
 BL0842.The dynamic height is computed by dividing the NAVD 88
 BL0842.geopotential number by the normal gravity value computed on the
 BL0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0842.degrees latitude (g = 980.6199 gals.).
 BL0842
 BL0842.The modeled gravity was interpolated from observed gravity values.
 BL0842
 BL0842;                    North         East    Units  Estimated Accuracy
 BL0842;SPC TX C     - 3,106,440.    1,165,320.      MT  (+/- 180 meters Scaled)
 BL0842
 BL0842                          SUPERSEDED SURVEY CONTROL
 BL0842
 BL0842  NGVD 29 (12/23/87)  108.258  (m)          355.18   (f) ADJUSTED    1 1
 BL0842
 BL0842.Superseded values are not recommended for survey control.
 BL0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0842.See file dsdata.txt to determine how the superseded data were derived.
 BL0842
 BL0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP618807(NAD 83)
 BL0842_MARKER: DB = BENCH MARK DISK
 BL0842_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0842_SP_SET: COPPER-CLAD STEEL ROD
 BL0842_STAMPING: T 1203 1973
 BL0842_MARK LOGO: NGS   
 BL0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0842
 BL0842  HISTORY     - Date     Condition        Report By
 BL0842  HISTORY     - 1973     MONUMENTED       NGS
 BL0842  HISTORY     - 1978     GOOD             NGS
 BL0842  HISTORY     - 1987     GOOD             NGS
 BL0842  HISTORY     - 20020218 GOOD             USPSQD
 BL0842
 BL0842                          STATION DESCRIPTION
 BL0842
 BL0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0842'0.1 MI S FROM NEW WAVERLY.
 BL0842'ABOUT 0.1 MILE SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL0842'OF FARM ROAD 150, NEAR THE SOUTHWEST CORNER OF ST. JOSEPH HALL, 81.1
 BL0842'FEET SOUTHWEST OF A POWER POLE SUPPORTING 3 TRANSFORMERS, 51.9 FEET
 BL0842'EAST OF THE EAST RAIL OF THE MAIN TRACK, 52 1/2 FEET WEST OF THE
 BL0842'SOUTHWEST CORNER OF THE ST. JOSEPH HALL, 1.3 FEET WEST OF A FENCE, 1.4
 BL0842'FEET NORTH OF A METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF THE
 BL0842'RAIL, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD,
 BL0842'AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.2 FOOT. THE ROD
 BL0842'WAS DRIVEN TO A DEPTH OF 24 FEET.
 BL0842
 BL0842                          STATION RECOVERY (1978)
 BL0842
 BL0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0842'RECOVERED IN GOOD CONDITION.
 BL0842
 BL0842                          STATION RECOVERY (1987)
 BL0842
 BL0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0842'RECOVERED IN GOOD CONDITION.
 BL0842
 BL0842                          STATION RECOVERY (2002)
 BL0842
 BL0842'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BL0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1580 ***********************************************************************
 AW1580  DESIGNATION -  T 1204
 AW1580  PID         -  AW1580
 AW1580  STATE/COUNTY-  TX/HARRIS
 AW1580  USGS QUAD   -  LEAGUE CITY (1995)
 AW1580
 AW1580                         *CURRENT SURVEY CONTROL
 AW1580  ___________________________________________________________________
 AW1580* NAD 83(1986)-  29 33 24.     (N)    095 01 02.     (W)     SCALED    
 AW1580* NAVD 88     -         0.448  (meters)       1.47   (feet)  ADJUSTED  
 AW1580  ___________________________________________________________________
 AW1580  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1580  DYNAMIC HT  -           0.447 (meters)       1.47  (feet)  COMP
 AW1580  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AW1580
 AW1580  VERT ORDER  -  FIRST     CLASS II
 AW1580
 AW1580.The horizontal coordinates were scaled from a topographic map and have
 AW1580.an estimated accuracy of +/- 6 seconds.
 AW1580
 AW1580.The orthometric height was determined by differential leveling
 AW1580.and adjusted by the National Geodetic Survey in June 1991..
 AW1580
 AW1580.The geoid height was determined by GEOID03.
 AW1580
 AW1580.The dynamic height is computed by dividing the NAVD 88
 AW1580.geopotential number by the normal gravity value computed on the
 AW1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1580.degrees latitude (g = 980.6199 gals.).
 AW1580
 AW1580.The modeled gravity was interpolated from observed gravity values.
 AW1580
 AW1580;                    North         East    Units  Estimated Accuracy
 AW1580;SPC TXSC     - 4,197,560.      985,860.      MT  (+/- 180 meters Scaled)
 AW1580
 AW1580                          SUPERSEDED SURVEY CONTROL
 AW1580
 AW1580  NGVD 29 (12/23/87)    0.444  (m)            1.46   (f) ADJUSTED    1 2
 AW1580
 AW1580.Superseded values are not recommended for survey control.
 AW1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1580.See file dsdata.txt to determine how the superseded data were derived.
 AW1580
 AW1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN045713(NAD 83)
 AW1580_MARKER: DB = BENCH MARK DISK
 AW1580_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1580_SP_SET: BULKHEAD
 AW1580_STAMPING: T 1204 1973
 AW1580_MARK LOGO: NGS   
 AW1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1580+STABILITY: SURFACE MOTION
 AW1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1580+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW1580
 AW1580  HISTORY     - Date     Condition        Report By
 AW1580  HISTORY     - 1973     MONUMENTED       NGS
 AW1580  HISTORY     - 1974     GOOD
 AW1580  HISTORY     - 1978     GOOD             NGS
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             USPSQD
 AW1580  HISTORY     - 1987     GOOD             NGS
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1988     GOOD             USPSQD
 AW1580  HISTORY     - 1989     GOOD             USPSQD
 AW1580  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1580  HISTORY     - 1989     GOOD             USPSQD
 AW1580  HISTORY     - 1989     GOOD             USPSQD
 AW1580  HISTORY     - 1989     GOOD             USPSQD
 AW1580  HISTORY     - 1989     GOOD             USPSQD
 AW1580  HISTORY     - 19890120 GOOD             USPSQD
 AW1580  HISTORY     - 1990     GOOD             USPSQD
 AW1580  HISTORY     - 1990     GOOD             USPSQD
 AW1580  HISTORY     - 1991     GOOD             USPSQD
 AW1580  HISTORY     - 19931122 GOOD             USPSQD
 AW1580  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1580  HISTORY     - 20020308 GOOD             USPSQD
 AW1580  HISTORY     - 20020309 GOOD             USPSQD
 AW1580  HISTORY     - 20031107 GOOD             USPSQD
 AW1580  HISTORY     - 20050114 GOOD             USPSQD
 AW1580
 AW1580                          STATION DESCRIPTION
 AW1580
 AW1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1580'0.75 MI SE FROM SEABROOK.
 AW1580'ABOUT 0.7 MILE SOUTHEAST ALONG SECOND ST. FROM THE INTERSECTION OF
 AW1580'STATE HWY. 146 AND NASA RD. 1 AT SEABROOK, THENCE 0.05 MILE SOUTHWEST
 AW1580'ALONG TODVILLE RD., ABOUT 320 FEET SOUTHEAST OF THE CENTER LINE OF
 AW1580'TODVILLE RD., 209 FEET SOUTHEAST OF THE EAST CORNER OF THE PARKS AND
 AW1580'WILDLIFE DEPT., A 2-STORY CONCRETE BUILDING, AT THE NORTHWEST SIDE OF
 AW1580'A BOAT SHED, 17 1/2 FEET SOUTHWEST SIDE OF A CHAIN LINK FENCE AT THE
 AW1580'NORTHEAST END OF A CONCRETE BULKHEAD, SET IN THE TOP OF A CONCRETE
 AW1580'BULKHEAD, ABOUT 1 1/2 FEET NORTHWEST OF A TIDE STAFF.
 AW1580
 AW1580                          STATION RECOVERY (1974)
 AW1580
 AW1580'RECOVERED 1974
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1978)
 AW1580
 AW1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (LB)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1580'MARK NOT FOUND.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (HDM)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1987)
 AW1580
 AW1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1988)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1989)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1989 (JC)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1989)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1580'MARK NOT FOUND.
 AW1580
 AW1580                          STATION RECOVERY (1989)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1989)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1989)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1989)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1989)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1990)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1990)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1991)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAC)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (1993)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (2001)
 AW1580
 AW1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1580'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1580
 AW1580                          STATION RECOVERY (2002)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (2002)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (2003)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1580'RECOVERED IN GOOD CONDITION.
 AW1580
 AW1580                          STATION RECOVERY (2005)
 AW1580
 AW1580'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1113 ***********************************************************************
 AW1113  DESIGNATION -  T 1205
 AW1113  PID         -  AW1113
 AW1113  STATE/COUNTY-  TX/HARRIS
 AW1113  USGS QUAD   -  PASADENA (1995)
 AW1113
 AW1113                         *CURRENT SURVEY CONTROL
 AW1113  ___________________________________________________________________
 AW1113* NAD 83(1986)-  29 39 47.     (N)    095 14 07.     (W)     SCALED    
 AW1113* NAVD 88     -         9.035  (meters)      29.64   (feet)  ADJUSTED  
 AW1113  ___________________________________________________________________
 AW1113  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1113  DYNAMIC HT  -           9.023 (meters)      29.60  (feet)  COMP
 AW1113  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 AW1113  OBS GRAVITY -     979,280.9   (mgal)                       GRAV_OBS
 AW1113
 AW1113  VERT ORDER  -  FIRST     CLASS I
 AW1113
 AW1113.The horizontal coordinates were scaled from a topographic map and have
 AW1113.an estimated accuracy of +/- 6 seconds.
 AW1113
 AW1113.The orthometric height was determined by differential leveling
 AW1113.and adjusted by the National Geodetic Survey in June 1991..
 AW1113
 AW1113.The geoid height was determined by GEOID03.
 AW1113
 AW1113.The dynamic height is computed by dividing the NAVD 88
 AW1113.geopotential number by the normal gravity value computed on the
 AW1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1113.degrees latitude (g = 980.6199 gals.).
 AW1113
 AW1113.The modeled gravity was interpolated from observed gravity values.
 AW1113.The observed gravity was obtained from relative gravimeter ties
 AW1113.to the IGSN71 gravity network.
 AW1113
 AW1113;                    North         East    Units  Estimated Accuracy
 AW1113;SPC TXSC     - 4,208,650.      964,360.      MT  (+/- 180 meters Scaled)
 AW1113
 AW1113                          SUPERSEDED SURVEY CONTROL
 AW1113
 AW1113  NGVD 29 (12/23/87)    9.032  (m)           29.63   (f) ADJUSTED    1 1
 AW1113
 AW1113.Superseded values are not recommended for survey control.
 AW1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1113.See file dsdata.txt to determine how the superseded data were derived.
 AW1113
 AW1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN836835(NAD 83)
 AW1113_MARKER: DB = BENCH MARK DISK
 AW1113_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1113_SP_SET: COPPER-CLAD STEEL ROD
 AW1113_STAMPING: T 1205 1973
 AW1113_MARK LOGO: NGS   
 AW1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1113+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2004
 AW1113
 AW1113  HISTORY     - Date     Condition        Report By
 AW1113  HISTORY     - 1973     MONUMENTED       NGS
 AW1113  HISTORY     - 1976     GOOD             NGS
 AW1113  HISTORY     - 1976     GOOD             NGS
 AW1113  HISTORY     - 1978     GOOD             DOD
 AW1113  HISTORY     - 1978     GOOD             NGS
 AW1113  HISTORY     - 1983     GOOD             NGS
 AW1113  HISTORY     - 1987     GOOD             USPSQD
 AW1113  HISTORY     - 1987     GOOD             USPSQD
 AW1113  HISTORY     - 1987     GOOD             USPSQD
 AW1113  HISTORY     - 1987     GOOD             USPSQD
 AW1113  HISTORY     - 1987     GOOD             USPSQD
 AW1113  HISTORY     - 1987     GOOD             USPSQD
 AW1113  HISTORY     - 1987     GOOD             USPSQD
 AW1113  HISTORY     - 1987     GOOD             USPSQD
 AW1113  HISTORY     - 1987     GOOD             USPSQD
 AW1113  HISTORY     - 1987     GOOD             NGS
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1988     GOOD             USPSQD
 AW1113  HISTORY     - 1989     GOOD             USPSQD
 AW1113  HISTORY     - 1989     GOOD             USPSQD
 AW1113  HISTORY     - 1989     GOOD             USPSQD
 AW1113  HISTORY     - 1989     GOOD             USPSQD
 AW1113  HISTORY     - 1989     GOOD             USPSQD
 AW1113  HISTORY     - 1989     GOOD             USPSQD
 AW1113  HISTORY     - 1989     GOOD             USPSQD
 AW1113  HISTORY     - 1990     GOOD             USPSQD
 AW1113  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1113  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1113  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1113  HISTORY     - 20031012 GOOD             USPSQD
 AW1113  HISTORY     - 20041125 GOOD             USPSQD
 AW1113
 AW1113                          STATION DESCRIPTION
 AW1113
 AW1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1113'IN SOUTH HOUSTON.
 AW1113'AT SOUTH HOUSTON, AT THE INTERSECTION OF STATE HIGHWAY 3 AND COLLEGE
 AW1113'AVE., ABOUT 210 FEET SOUTHEAST OF THE CENTER LINE OF COLLEGE AVE., 82
 AW1113'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 3 (GALVESTON RD.),
 AW1113'48.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK OF
 AW1113'GALVESTON-HOUSTON-HENDERSON RAILROAD, 21 FEET NORTHEAST OF A BRACE
 AW1113'POLE, 3 FEET NORTHWEST OF A TELEPHONE POLE AND IN LINE WITH A ROW OF
 AW1113'TELEPHONE POLES, ABOUT 0.6 FOOT SOUTHEAST OF A METAL WITNESS POST, AND
 AW1113'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK SET ON
 AW1113'TOP OF A 5/8-INCH COPPER COATED STEEL ROD PROJECTING 3 INCHES ABOVE
 AW1113'THE LEVEL OF THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE WHICH
 AW1113'PROJECTS 5 INCHES.
 AW1113
 AW1113                          STATION RECOVERY (1976)
 AW1113
 AW1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1976)
 AW1113
 AW1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1978)
 AW1113
 AW1113'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1978)
 AW1113
 AW1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1983)
 AW1113
 AW1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1987)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1987)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1987)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1987)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1987)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (KFT)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1987)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1987)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1987)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1987)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1987)
 AW1113
 AW1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1988)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1989)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1989)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1989)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1989)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1989)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1989)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1989)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1990)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (1998)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1113'MARK NOT FOUND.
 AW1113
 AW1113                          STATION RECOVERY (2000)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1113'MARK NOT FOUND.
 AW1113
 AW1113                          STATION RECOVERY (2001)
 AW1113
 AW1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1113'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1113
 AW1113                          STATION RECOVERY (2003)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1113'RECOVERED IN GOOD CONDITION.
 AW1113
 AW1113                          STATION RECOVERY (2004)
 AW1113
 AW1113'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1113'SET A WITNESS POST AT THE MARK SHOWING AW1113. THERE ARE NO TELEPHONE
 AW1113'POLES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0093 ***********************************************************************
 AW0093  DESIGNATION -  T 1206
 AW0093  PID         -  AW0093
 AW0093  STATE/COUNTY-  TX/BRAZORIA
 AW0093  USGS QUAD   -  LAKE JACKSON (1974)
 AW0093
 AW0093                         *CURRENT SURVEY CONTROL
 AW0093  ___________________________________________________________________
 AW0093* NAD 83(1986)-  29 01 07.     (N)    095 23 39.     (W)     SCALED    
 AW0093* NAVD 88     -         2.98   (+/-2cm)       9.8    (feet)  VERTCON   
 AW0093  ___________________________________________________________________
 AW0093  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AW0093
 AW0093  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0093
 AW0093.The horizontal coordinates were scaled from a topographic map and have
 AW0093.an estimated accuracy of +/- 6 seconds.
 AW0093
 AW0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0093.The vertical order pertains to the NGVD 29 superseded value.
 AW0093
 AW0093.The geoid height was determined by GEOID03.
 AW0093
 AW0093;                    North         East    Units  Estimated Accuracy
 AW0093;SPC TXSC     - 4,136,780.      951,190.      MT  (+/- 180 meters Scaled)
 AW0093
 AW0093                          SUPERSEDED SURVEY CONTROL
 AW0093
 AW0093  NGVD 29 (??/??/92)    3.002  (m)            9.85   (f) ADJ UNCH    1 1
 AW0093
 AW0093.Superseded values are not recommended for survey control.
 AW0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0093.See file dsdata.txt to determine how the superseded data were derived.
 AW0093
 AW0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN668124(NAD 83)
 AW0093_MARKER: DB = BENCH MARK DISK
 AW0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0093_SP_SET: CULVERT
 AW0093_STAMPING: T 1206 1973
 AW0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0093
 AW0093  HISTORY     - Date     Condition        Report By
 AW0093  HISTORY     - 1973     MONUMENTED       NGS
 AW0093  HISTORY     - 1978     GOOD             NGS
 AW0093  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0093  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0093  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW0093  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0093
 AW0093                          STATION DESCRIPTION
 AW0093
 AW0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0093'IN CLUTE.
 AW0093'AT CLUTE, 0.45 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AW0093'THE CROSSING OF MAIN STREET AND BENCH MARK N 753 RESET 1959, AT THE
 AW0093'CROSSING OF STATE HIGHWAY 288, IN THE TOP AND 1.2 FEET NORTH OF THE
 AW0093'SOUTH END OF THE EAST CONCRETE HEAD WALL OF DOUBLE CONCRETE PIPE
 AW0093'CULVERTS, 73.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26 FEET EAST OF
 AW0093'THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH
 AW0093'THE HIGHWAY.
 AW0093
 AW0093                          STATION RECOVERY (1978)
 AW0093
 AW0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0093'RECOVERED IN GOOD CONDITION.
 AW0093
 AW0093                          STATION RECOVERY (1989)
 AW0093
 AW0093'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0093'MARK NOT FOUND.
 AW0093
 AW0093                          STATION RECOVERY (1990)
 AW0093
 AW0093'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0093'MARK NOT FOUND.
 AW0093
 AW0093                          STATION RECOVERY (1998)
 AW0093
 AW0093'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0093'MARK NOT FOUND.
 AW0093
 AW0093                          STATION RECOVERY (2004)
 AW0093
 AW0093'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1241 ***********************************************************************
 AW1241  DESIGNATION -  T 1207
 AW1241  PID         -  AW1241
 AW1241  STATE/COUNTY-  TX/BRAZORIA
 AW1241  USGS QUAD   -  BRAZORIA (1952)
 AW1241
 AW1241                         *CURRENT SURVEY CONTROL
 AW1241  ___________________________________________________________________
 AW1241* NAD 83(1986)-  29 04 11.     (N)    095 32 41.     (W)     SCALED    
 AW1241* NAVD 88     -         7.47   (+/-2cm)      24.5    (feet)  VERTCON   
 AW1241  ___________________________________________________________________
 AW1241  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW1241  OBS GRAVITY -     979,249.1   (mgal)                       GRAV_OBS
 AW1241
 AW1241  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1241
 AW1241.The horizontal coordinates were scaled from a topographic map and have
 AW1241.an estimated accuracy of +/- 6 seconds.
 AW1241
 AW1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1241.The vertical order pertains to the NGVD 29 superseded value.
 AW1241
 AW1241.The geoid height was determined by GEOID03.
 AW1241.The observed gravity was obtained from relative gravimeter ties
 AW1241.to the IGSN71 gravity network.
 AW1241
 AW1241;                    North         East    Units  Estimated Accuracy
 AW1241;SPC TXSC     - 4,141,990.      936,360.      MT  (+/- 180 meters Scaled)
 AW1241
 AW1241                          SUPERSEDED SURVEY CONTROL
 AW1241
 AW1241  NGVD 29 (??/??/92)    7.484  (m)           24.55   (f) ADJ UNCH    1 1
 AW1241
 AW1241.Superseded values are not recommended for survey control.
 AW1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1241.See file dsdata.txt to determine how the superseded data were derived.
 AW1241
 AW1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN522183(NAD 83)
 AW1241_MARKER: DB = BENCH MARK DISK
 AW1241_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1241_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1241_STAMPING: T 1207 1972
 AW1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1241
 AW1241  HISTORY     - Date     Condition        Report By
 AW1241  HISTORY     - 1972     MONUMENTED       NGS
 AW1241  HISTORY     - 1973     GOOD             NGS
 AW1241  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1241
 AW1241                          STATION DESCRIPTION
 AW1241
 AW1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1241'2.1 MI NE FROM BRAZORIA.
 AW1241'2.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FIRE
 AW1241'STATION AT BRAZORIA, ON THE SOUTHEAST SIDE OF A LAKE, 42.7 FEET
 AW1241'NORTHWEST OF THE NORTHWEST RAIL, 11.0 FEET SOUTHEAST OF THE CENTER
 AW1241'LINE OF LEVEE ROAD, 1.9 FEET SOUTHWEST OF MILE POLE 311, 2.0 FEET
 AW1241'NORTHEAST OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW1241'COATED ROD 4 FOOT LONG THAT IS ATTACHED TO A METAL BASE PLATE, THE
 AW1241'UPPER PORTION WHICH IS PROTECTED BY A PIPE PROJECTING 0.4 FOOT ABOVE
 AW1241'THE GROUND, AND ABOUT 0.5 FOOT BELOW THE TRACK.
 AW1241
 AW1241                          STATION RECOVERY (1978)
 AW1241
 AW1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1241'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0995 ***********************************************************************
 AW0995  DESIGNATION -  T 1208
 AW0995  PID         -  AW0995
 AW0995  STATE/COUNTY-  TX/BRAZORIA
 AW0995  USGS QUAD   -  ALGOA (1974)
 AW0995
 AW0995                         *CURRENT SURVEY CONTROL
 AW0995  ___________________________________________________________________
 AW0995* NAD 83(1986)-  29 27 03.     (N)    095 14 11.     (W)     SCALED    
 AW0995* NAVD 88     -        10.994  (meters)      36.07   (feet)  ADJUSTED  
 AW0995  ___________________________________________________________________
 AW0995  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW0995  DYNAMIC HT  -          10.979 (meters)      36.02  (feet)  COMP
 AW0995  MODELED GRAV-     979,267.0   (mgal)                       NAVD 88
 AW0995
 AW0995  VERT ORDER  -  FIRST     CLASS II
 AW0995
 AW0995.The horizontal coordinates were scaled from a topographic map and have
 AW0995.an estimated accuracy of +/- 6 seconds.
 AW0995
 AW0995.The orthometric height was determined by differential leveling
 AW0995.and adjusted by the National Geodetic Survey in June 1991..
 AW0995
 AW0995.The geoid height was determined by GEOID03.
 AW0995
 AW0995.The dynamic height is computed by dividing the NAVD 88
 AW0995.geopotential number by the normal gravity value computed on the
 AW0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0995.degrees latitude (g = 980.6199 gals.).
 AW0995
 AW0995.The modeled gravity was interpolated from observed gravity values.
 AW0995
 AW0995;                    North         East    Units  Estimated Accuracy
 AW0995;SPC TXSC     - 4,185,140.      965,010.      MT  (+/- 180 meters Scaled)
 AW0995
 AW0995                          SUPERSEDED SURVEY CONTROL
 AW0995
 AW0995  NGVD 29 (12/23/87)   10.991  (m)           36.06   (f) ADJUSTED    1 2
 AW0995
 AW0995.Superseded values are not recommended for survey control.
 AW0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0995.See file dsdata.txt to determine how the superseded data were derived.
 AW0995
 AW0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN830600(NAD 83)
 AW0995_MARKER: DB = BENCH MARK DISK
 AW0995_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0995+WITH SETTING: INTO GROUND
 AW0995_SP_SET: METAL ROD WITH BASE PLATE
 AW0995_STAMPING: T 1208 1973
 AW0995_MARK LOGO: NGS   
 AW0995_PROJECTION: RECESSED 24 CENTIMETERS
 AW0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0995+STABILITY: SURFACE MOTION
 AW0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0995+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 AW0995_ROD/PIPE-DEPTH: 1.22 meters
 AW0995
 AW0995  HISTORY     - Date     Condition        Report By
 AW0995  HISTORY     - 1973     MONUMENTED       NGS
 AW0995  HISTORY     - 1978     GOOD             NGS
 AW0995  HISTORY     - 1987     GOOD             NGS
 AW0995  HISTORY     - 19971122 POOR             USPSQD
 AW0995  HISTORY     - 20020109 POOR             USPSQD
 AW0995  HISTORY     - 20041021 GOOD             USPSQD
 AW0995  HISTORY     - 20060405 GOOD             JCLS
 AW0995
 AW0995                          STATION DESCRIPTION
 AW0995
 AW0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0995'1.0 MI NE FROM ALVIN.
 AW0995'1.0 MILE NORTHEAST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE
 AW0995'HIGHWAY 35 (BUSINESS ROUTE) AT ALVIN, ABOUT 0.05 MILE SOUTHWEST OF THE
 AW0995'INTERSECTION OF COUNTY ROAD 135, 48 FEET SOUTHEAST OF THE CENTERLINE
 AW0995'OF THE FARM ROAD, 35.3 FEET SOUTHWEST OF A FENCE CORNER, 40.5 FEET
 AW0995'NORTHWEST OF THE SOUTHWEST CORNER OF A METAL BARN, 1.9 FEET NORTHWEST
 AW0995'OF A FENCE, 1.5 FEET NORTHEAST OF A POWER POLE WITH TRANSFORMER, 1.0
 AW0995'FOOT SOUTHWEST OF A METAL WITNESS POST, A DISK ON THE TOP OF A
 AW0995'5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE
 AW0995'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 4-INCH IRON
 AW0995'PIPE, AND ABOUT FLUSH WITH THE GROUND.
 AW0995
 AW0995                          STATION RECOVERY (1978)
 AW0995
 AW0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0995'RECOVERED IN GOOD CONDITION.
 AW0995
 AW0995                          STATION RECOVERY (1987)
 AW0995
 AW0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0995'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3 MI)
 AW0995'NORTHEAST ALONG FARM ROAD 528 FROM THE INTERSECTION OF STATE HIGHWAY
 AW0995'35 IN ALVIN TO THE MARK ON THE RIGHT, 0.08 KM (0.05 MI) SOUTHWEST OF
 AW0995'THE INTERSECTION OF VICTORY LANE AND ACROSS THE HIGHWAY FROM A MICRO
 AW0995'TOWER, 14.63 METERS (48.0 FT) SOUTHEAST OF THE CENTERLINE OF THE FARM
 AW0995'ROAD, 26.46 METERS (86.8 FT) SOUTH-SOUTHWEST OF AN OPENING IN A WOODEN
 AW0995'FENCE, 3.72 METERS (12.2 FT) NORTHWEST OF A WOODEN FENCE, 0.46 METER
 AW0995'(1.5 FT) NORTHEAST OF A UTILITY POLE.
 AW0995'THE MARK IS 0.15 METERS  SSW FROM  A WITNESS POST
 AW0995'THE MARK IS 0.24 M BELOW ROAD.
 AW0995
 AW0995                          STATION RECOVERY (1997)
 AW0995
 AW0995'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0995'MARK RECOVERED IN POOR CONDITION.
 AW0995
 AW0995                          STATION RECOVERY (2002)
 AW0995
 AW0995'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0995'MARK RECOVERED IN POOR CONDITION.
 AW0995
 AW0995                          STATION RECOVERY (2004)
 AW0995
 AW0995'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0995'RECOVERED IN GOOD CONDITION.
 AW0995
 AW0995                          STATION RECOVERY (2006)
 AW0995
 AW0995'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AW0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0048 ***********************************************************************
 AW0048  DESIGNATION -  T 1209
 AW0048  PID         -  AW0048
 AW0048  STATE/COUNTY-  TX/BRAZORIA
 AW0048  USGS QUAD   -  OYSTER CREEK (1974)
 AW0048
 AW0048                         *CURRENT SURVEY CONTROL
 AW0048  ___________________________________________________________________
 AW0048* NAD 83(1986)-  29 04 01.     (N)    095 19 03.     (W)     SCALED    
 AW0048* NAVD 88     -         1.40   (+/-2cm)       4.6    (feet)  VERTCON   
 AW0048  ___________________________________________________________________
 AW0048  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0048
 AW0048  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0048
 AW0048.The horizontal coordinates were scaled from a topographic map and have
 AW0048.an estimated accuracy of +/- 6 seconds.
 AW0048
 AW0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0048.The vertical order pertains to the NGVD 29 superseded value.
 AW0048
 AW0048.The geoid height was determined by GEOID03.
 AW0048
 AW0048;                    North         East    Units  Estimated Accuracy
 AW0048;SPC TXSC     - 4,142,360.      958,480.      MT  (+/- 180 meters Scaled)
 AW0048
 AW0048                          SUPERSEDED SURVEY CONTROL
 AW0048
 AW0048  NGVD 29 (??/??/92)    1.410  (m)            4.63   (f) ADJ UNCH    1 1
 AW0048
 AW0048.Superseded values are not recommended for survey control.
 AW0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0048.See file dsdata.txt to determine how the superseded data were derived.
 AW0048
 AW0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN743176(NAD 83)
 AW0048_MARKER: DB = BENCH MARK DISK
 AW0048_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0048+WITH SETTING: INTO GROUND
 AW0048_STAMPING: T 1209 1973
 AW0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0048+STABILITY: SURFACE MOTION
 AW0048
 AW0048  HISTORY     - Date     Condition        Report By
 AW0048  HISTORY     - 1973     MONUMENTED       NGS
 AW0048  HISTORY     - 1978     GOOD             NGS
 AW0048  HISTORY     - 1990     GOOD             USPSQD
 AW0048  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0048
 AW0048                          STATION DESCRIPTION
 AW0048
 AW0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0048'8.65 MI N FROM FREEPORT.
 AW0048'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0048'BOULEVARD AT FREEPORT, THENCE 1.85 MILES NORTHEAST ALONG COUNTY ROAD
 AW0048'227, 0.1 MILE NORTHEAST OF THE JUNCTION OF A SHELL ROAD WHICH CROSSES
 AW0048'AN ABANDONED RAILROAD AND A FIELD ENTRANCE ROAD, 36 1/2 FEET NORTHWEST
 AW0048'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A POWER POLE
 AW0048'BEARING A TRANSFORMER, 1.1 FEET SOUTHEAST OF A FENCE, 1.2 FEET
 AW0048'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, A DISK
 AW0048'ON THE TOP OF A 5/8-INCH COPPER COATED ROD 4-FOOT LONG WITH A BASE
 AW0048'PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN IRON
 AW0048'PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW0048
 AW0048                          STATION RECOVERY (1978)
 AW0048
 AW0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0048'RECOVERED IN GOOD CONDITION.
 AW0048
 AW0048                          STATION RECOVERY (1990)
 AW0048
 AW0048'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0048'RECOVERED IN GOOD CONDITION.
 AW0048
 AW0048                          STATION RECOVERY (2003)
 AW0048
 AW0048'RECOVERY NOTE BY US POWER SQUADRON 2003 (AB)
 AW0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1294 ***********************************************************************
 AX1294  DESIGNATION -  T 121
 AX1294  PID         -  AX1294
 AX1294  STATE/COUNTY-  TX/LAVACA
 AX1294  USGS QUAD   -  MOULTON (1981)
 AX1294
 AX1294                         *CURRENT SURVEY CONTROL
 AX1294  ___________________________________________________________________
 AX1294* NAD 83(1986)-  29 34 25.     (N)    097 08 44.     (W)     SCALED    
 AX1294* NAVD 88     -       121.84   (+/-2cm)     399.7    (feet)  VERTCON   
 AX1294  ___________________________________________________________________
 AX1294  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX1294
 AX1294  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1294
 AX1294.The horizontal coordinates were scaled from a topographic map and have
 AX1294.an estimated accuracy of +/- 6 seconds.
 AX1294
 AX1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1294.The vertical order pertains to the NGVD 29 superseded value.
 AX1294
 AX1294.The geoid height was determined by GEOID03.
 AX1294
 AX1294;                    North         East    Units  Estimated Accuracy
 AX1294;SPC TXSC     - 4,194,290.      779,660.      MT  (+/- 180 meters Scaled)
 AX1294
 AX1294                          SUPERSEDED SURVEY CONTROL
 AX1294
 AX1294  NGVD 29 (??/??/92)  121.808  (m)          399.63   (f) ADJ UNCH    2 0
 AX1294
 AX1294.Superseded values are not recommended for survey control.
 AX1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1294.See file dsdata.txt to determine how the superseded data were derived.
 AX1294
 AX1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT796729(NAD 83)
 AX1294_MARKER: DB = BENCH MARK DISK
 AX1294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1294_SP_SET: CURB
 AX1294_STAMPING: T 121 1933
 AX1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1294
 AX1294  HISTORY     - Date     Condition        Report By
 AX1294  HISTORY     - 1933     MONUMENTED       CGS
 AX1294  HISTORY     - 1943     GOOD             NGS
 AX1294  HISTORY     - 1987     GOOD             USPSQD
 AX1294  HISTORY     - 1989     GOOD             USPSQD
 AX1294  HISTORY     - 19970607 GOOD             USPSQD
 AX1294
 AX1294                          STATION DESCRIPTION
 AX1294
 AX1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1294'IN MOULTON.
 AX1294'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTHEAST CORNER OF A
 AX1294'HEAVY CONCRETE CURB. IT IS ONE BLOCK SOUTH OF THE FARMERS AND
 AX1294'MERCHANTS STATE BANK AT MOULTON, 2.0 FEET EAST OF THE SOUTHEAST CORNER
 AX1294'OF THE BOTTOM STEP OF A HIGH CONCRETE WALK AND 1.1 FOOT NORTHWEST OF
 AX1294'THE SOUTHEAST CORNER OF THE CONCRETE CURB, 1.0 FOOT ABOVE THE TOP OF
 AX1294'THE CONCRETE STREETS.  A DISK SET IN A DRILL HOLE.
 AX1294
 AX1294                          STATION RECOVERY (1987)
 AX1294
 AX1294'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1294'RECOVERED IN GOOD CONDITION.
 AX1294
 AX1294                          STATION RECOVERY (1989)
 AX1294
 AX1294'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1294'RECOVERED IN GOOD CONDITION.
 AX1294
 AX1294                          STATION RECOVERY (1997)
 AX1294
 AX1294'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2047 ***********************************************************************
 AW2047  DESIGNATION -  T 1210
 AW2047  PID         -  AW2047
 AW2047  STATE/COUNTY-  TX/HARRIS
 AW2047  USGS QUAD   -  ALMEDA (1995)
 AW2047
 AW2047                         *CURRENT SURVEY CONTROL
 AW2047  ___________________________________________________________________
 AW2047* NAD 83(1986)-  29 36 50.     (N)    095 25 10.     (W)     SCALED    
 AW2047* NAVD 88     -        16.499  (meters)      54.13   (feet)  ADJUSTED  
 AW2047  ___________________________________________________________________
 AW2047  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2047  DYNAMIC HT  -          16.476 (meters)      54.05  (feet)  COMP
 AW2047  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 AW2047  OBS GRAVITY -     979,276.6   (mgal)                       GRAV_OBS
 AW2047
 AW2047  VERT ORDER  -  FIRST     CLASS II
 AW2047
 AW2047.The horizontal coordinates were scaled from a topographic map and have
 AW2047.an estimated accuracy of +/- 6 seconds.
 AW2047
 AW2047.The orthometric height was determined by differential leveling
 AW2047.and adjusted by the National Geodetic Survey in June 1991..
 AW2047
 AW2047.The geoid height was determined by GEOID03.
 AW2047
 AW2047.The dynamic height is computed by dividing the NAVD 88
 AW2047.geopotential number by the normal gravity value computed on the
 AW2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2047.degrees latitude (g = 980.6199 gals.).
 AW2047
 AW2047.The modeled gravity was interpolated from observed gravity values.
 AW2047.The observed gravity was obtained from relative gravimeter ties
 AW2047.to the IGSN71 gravity network.
 AW2047
 AW2047;                    North         East    Units  Estimated Accuracy
 AW2047;SPC TXSC     - 4,202,640.      946,710.      MT  (+/- 180 meters Scaled)
 AW2047
 AW2047                          SUPERSEDED SURVEY CONTROL
 AW2047
 AW2047  NGVD 29 (12/23/87)   16.495  (m)           54.12   (f) ADJUSTED    1 2
 AW2047
 AW2047.Superseded values are not recommended for survey control.
 AW2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2047.See file dsdata.txt to determine how the superseded data were derived.
 AW2047
 AW2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN657784(NAD 83)
 AW2047_MARKER: DB = BENCH MARK DISK
 AW2047_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2047_SP_SET: COPPER CLAD STEEL ROD
 AW2047_STAMPING: T 1210 1973
 AW2047_MARK LOGO: NGS   
 AW2047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2047+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2047
 AW2047  HISTORY     - Date     Condition        Report By
 AW2047  HISTORY     - 1973     MONUMENTED       NGS
 AW2047  HISTORY     - 1978     GOOD             NGS
 AW2047  HISTORY     - 1987     GOOD             NGS
 AW2047  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2047  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2047  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2047  HISTORY     - 19900805 MARK NOT FOUND   USPSQD
 AW2047  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW2047  HISTORY     - 20050217 GOOD             USPSQD
 AW2047
 AW2047                          STATION DESCRIPTION
 AW2047
 AW2047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2047'0.55 MI N FROM ALMEDA.
 AW2047'0.55 MILE NORTH ALONG STATE HIGHWAY 288 (ALMEDA ROAD) FROM THE
 AW2047'JUNCTION OF ANDERSON ROAD AT ALMEDA, AT THE NORTHEAST CORNER OF THE
 AW2047'JUNCTION OF ALMEDA-GENOA ROAD, 58 FEET EAST OF THE CENTER LINE OF THE
 AW2047'EAST LANES OF THE HIGHWAY, 57 FEET NORTH OF THE CENTER LINE OF THE
 AW2047'ROAD, 15.0 FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC
 AW2047'RAILROAD, 45.5 FEET NORTHEAST OF THE EAST END OF THE NORTH HEADWALL OF
 AW2047'A 36-INCH PIPE CULVERT, 1 1/2 FEET SOUTH OF A POWER POLE BEARING A
 AW2047'METER, 1.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 AW2047'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 AW2047'REFUSAL AT A DEPTH OF 30 FEET.  THE UPPER PORTION OF THE ROD IS
 AW2047'ENCASED IN A CONCRETE POST FLUSH WITH THE GROUND.
 AW2047
 AW2047                          STATION RECOVERY (1978)
 AW2047
 AW2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2047'RECOVERED IN GOOD CONDITION.
 AW2047
 AW2047                          STATION RECOVERY (1987)
 AW2047
 AW2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2047'RECOVERED IN GOOD CONDITION.
 AW2047
 AW2047                          STATION RECOVERY (1989)
 AW2047
 AW2047'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2047'MARK NOT FOUND.
 AW2047
 AW2047                          STATION RECOVERY (1989)
 AW2047
 AW2047'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2047'MARK NOT FOUND.
 AW2047
 AW2047                          STATION RECOVERY (1989)
 AW2047
 AW2047'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2047'MARK NOT FOUND.
 AW2047
 AW2047                          STATION RECOVERY (1990)
 AW2047
 AW2047'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2047'MARK NOT FOUND.
 AW2047
 AW2047                          STATION RECOVERY (1994)
 AW2047
 AW2047'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2047'MARK NOT FOUND.
 AW2047
 AW2047                          STATION RECOVERY (2005)
 AW2047
 AW2047'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2118 ***********************************************************************
 AW2118  DESIGNATION -  T 1211
 AW2118  PID         -  AW2118
 AW2118  STATE/COUNTY-  TX/HARRIS
 AW2118  USGS QUAD   -  BELLAIRE (1995)
 AW2118
 AW2118                         *CURRENT SURVEY CONTROL
 AW2118  ___________________________________________________________________
 AW2118* NAD 83(1986)-  29 38 12.     (N)    095 29 37.     (W)     SCALED    
 AW2118* NAVD 88     -        19.482  (meters)      63.92   (feet)  ADJUSTED  
 AW2118  ___________________________________________________________________
 AW2118  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2118  DYNAMIC HT  -          19.455 (meters)      63.83  (feet)  COMP
 AW2118  MODELED GRAV-     979,274.7   (mgal)                       NAVD 88
 AW2118
 AW2118  VERT ORDER  -  FIRST     CLASS II
 AW2118
 AW2118.The horizontal coordinates were scaled from a topographic map and have
 AW2118.an estimated accuracy of +/- 6 seconds.
 AW2118
 AW2118.The orthometric height was determined by differential leveling
 AW2118.and adjusted by the National Geodetic Survey in September 1996..
 AW2118
 AW2118.The geoid height was determined by GEOID03.
 AW2118
 AW2118.The dynamic height is computed by dividing the NAVD 88
 AW2118.geopotential number by the normal gravity value computed on the
 AW2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2118.degrees latitude (g = 980.6199 gals.).
 AW2118
 AW2118.The modeled gravity was interpolated from observed gravity values.
 AW2118
 AW2118;                    North         East    Units  Estimated Accuracy
 AW2118;SPC TXSC     - 4,204,950.      939,450.      MT  (+/- 180 meters Scaled)
 AW2118
 AW2118                          SUPERSEDED SURVEY CONTROL
 AW2118
 AW2118  NAVD 88 (06/15/91)   19.688  (m)           64.59   (f) UNKNOWN     1 2
 AW2118  NGVD 29 (12/23/87)   19.684  (m)           64.58   (f) ADJUSTED    1 2
 AW2118
 AW2118.Superseded values are not recommended for survey control.
 AW2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2118.See file dsdata.txt to determine how the superseded data were derived.
 AW2118
 AW2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN585811(NAD 83)
 AW2118_MARKER: DV = VERTICAL CONTROL DISK
 AW2118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2118_SP_SET: CATCH BASIN
 AW2118_STAMPING: T 1211 1973
 AW2118_MARK LOGO: NGS   
 AW2118_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2118
 AW2118  HISTORY     - Date     Condition        Report By
 AW2118  HISTORY     - 1973     MONUMENTED       NGS
 AW2118  HISTORY     - 1978     GOOD             NGS
 AW2118  HISTORY     - 1986     GOOD             NGS
 AW2118  HISTORY     - 19940814 GOOD             USPSQD
 AW2118  HISTORY     - 19951009 GOOD             CHANCE
 AW2118
 AW2118                          STATION DESCRIPTION
 AW2118
 AW2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2118'4.2 MI NE FROM STAFFORD.
 AW2118'0.65 MILE EAST ALONG NORTH MAIN STREET FROM THE JUNCTION OF STAFFORD
 AW2118'ROAD AT STAFFORD, THENCE 3.55 MILES NORTHEAST ALONG U.S. HIGHWAY 90
 AW2118'ALT. AT THE JUNCTION OF HILLCROFT AVENUE, IN THE TOP OF THE SOUTH
 AW2118'CORNER OF A 4- BY 4-FOOT CONCRETE FOUNDATION OF A CATCH BASIN, 29.3
 AW2118'FEET WEST OF THE WEST CURB OF THE WESTBOUND LANES OF THE AVENUE, 118
 AW2118'FEET NORTHWEST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE
 AW2118'WESTBOUND LANES OF THE HIGHWAY, 30.6 FEET NORTHWEST OF THE NORTHWEST
 AW2118'RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND ABOUT 1 1/2 FEET LOWER THAN
 AW2118'THE TRACK.
 AW2118
 AW2118                          STATION RECOVERY (1978)
 AW2118
 AW2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2118'RECOVERED IN GOOD CONDITION.
 AW2118
 AW2118                          STATION RECOVERY (1986)
 AW2118
 AW2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2118'RECOVERED IN GOOD CONDITION.
 AW2118
 AW2118                          STATION RECOVERY (1994)
 AW2118
 AW2118'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2118'RECOVERED IN GOOD CONDITION.
 AW2118
 AW2118                          STATION RECOVERY (1995)
 AW2118
 AW2118'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2118'RECOVERED BY JEC 1995 RECOVERED AS DESCRIBED EXCEPT TIE TO WEST CURB
 AW2118'OF AVENUE SHOULD READ 29.3 FT (8.9 M) WEST OF THE WEST CURB OF THE
 AW2118'SOUTHBOUND LANES OF THE AVENUE.  ADDITIONAL TIES FOLLOW.  90.5 FT
 AW2118'(27.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE TU MOVIDA NIGHTCLUB
 AW2118'AT 12620 HILLCROFT AVENUE.  21.5 FT (6.6 M) WEST OF RAILROAD SIGNAL
 AW2118'WITH BARRICADE.  36 FT (11.0 M) SOUTHWEST OF UTILITY POLE WITH STREET
 AW2118'LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2249 ***********************************************************************
 AW2249  DESIGNATION -  T 1212
 AW2249  PID         -  AW2249
 AW2249  STATE/COUNTY-  TX/FORT BEND
 AW2249  USGS QUAD   -  RICHMOND NE (1980)
 AW2249
 AW2249                         *CURRENT SURVEY CONTROL
 AW2249  ___________________________________________________________________
 AW2249* NAD 83(1986)-  29 44 25.     (N)    095 50 12.     (W)     SCALED    
 AW2249* NAVD 88     -        41.58   (+/-2cm)     136.4    (feet)  VERTCON   
 AW2249  ___________________________________________________________________
 AW2249  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2249
 AW2249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2249
 AW2249.The horizontal coordinates were scaled from a topographic map and have
 AW2249.an estimated accuracy of +/- 6 seconds.
 AW2249
 AW2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2249.The vertical order pertains to the NGVD 29 superseded value.
 AW2249
 AW2249.The geoid height was determined by GEOID03.
 AW2249
 AW2249;                    North         East    Units  Estimated Accuracy
 AW2249;SPC TXSC     - 4,215,480.      905,940.      MT  (+/- 180 meters Scaled)
 AW2249
 AW2249                          SUPERSEDED SURVEY CONTROL
 AW2249
 AW2249  NGVD 29 (??/??/92)   41.567  (m)          136.37   (f) ADJ UNCH    2 0
 AW2249
 AW2249.Superseded values are not recommended for survey control.
 AW2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2249.See file dsdata.txt to determine how the superseded data were derived.
 AW2249
 AW2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN256933(NAD 83)
 AW2249_MARKER: DB = BENCH MARK DISK
 AW2249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2249_STAMPING: T 1212 1973
 AW2249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2249
 AW2249  HISTORY     - Date     Condition        Report By
 AW2249  HISTORY     - 1973     MONUMENTED       NGS
 AW2249  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2249  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW2249
 AW2249                          STATION DESCRIPTION
 AW2249
 AW2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2249'3.7 MI S FROM KATY.
 AW2249'3.7 MILES SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI, KANSAS-TEXAS
 AW2249'RAILROAD STATION AT KATY, 0.35 MILE NORTH OF A POINT WHERE THE ROAD
 AW2249'MAKES A RIGHT-ANGLE TURN WEST, AT THE JUNCTION OF A FIELD ENTRANCE
 AW2249'ROAD, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET NORTH OF
 AW2249'THE CENTER LINE OF THE FIELD ROAD, 82 FEET SOUTHEAST AND ACROSS THE
 AW2249'ROAD FROM POWER POLE 317, 5 1/2 FEET NORTH OF THE NORTH END OF A GATE,
 AW2249'1.5 FEET WEST OF A FENCE, 1.0 FOOT WEST OF THE NORTH ONE OF TWO BRACE
 AW2249'POST IN THE FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 AW2249'HIGHER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 AW2249'ROD WHICH IS 4-FOOT-LONG WITH A BASE PLATE ATTACHED.  THE UPPER
 AW2249'PORTION OF THE ROD IS ENCASED IN AN IRON PIPE PROJECTING 0.1 FOOT
 AW2249'ABOVE THE GROUND.
 AW2249
 AW2249                          STATION RECOVERY (1978)
 AW2249
 AW2249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2249'NOT RECOVERED.
 AW2249
 AW2249                          STATION RECOVERY (1995)
 AW2249
 AW2249'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4229 ***********************************************************************
 AW4229  DESIGNATION -  T 1213
 AW4229  PID         -  AW4229
 AW4229  STATE/COUNTY-  TX/FORT BEND
 AW4229  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4229
 AW4229                         *CURRENT SURVEY CONTROL
 AW4229  ___________________________________________________________________
 AW4229* NAD 83(1986)-  29 25 35.     (N)    095 41 36.     (W)     SCALED    
 AW4229* NAVD 88     -        20.686  (meters)      67.87   (feet)  ADJUSTED  
 AW4229  ___________________________________________________________________
 AW4229  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW4229  DYNAMIC HT  -          20.658 (meters)      67.78  (feet)  COMP
 AW4229  MODELED GRAV-     979,259.8   (mgal)                       NAVD 88
 AW4229
 AW4229  VERT ORDER  -  FIRST     CLASS II
 AW4229
 AW4229.The horizontal coordinates were scaled from a topographic map and have
 AW4229.an estimated accuracy of +/- 6 seconds.
 AW4229
 AW4229.The orthometric height was determined by differential leveling
 AW4229.and adjusted by the National Geodetic Survey in June 1991..
 AW4229
 AW4229.The geoid height was determined by GEOID03.
 AW4229
 AW4229.The dynamic height is computed by dividing the NAVD 88
 AW4229.geopotential number by the normal gravity value computed on the
 AW4229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4229.degrees latitude (g = 980.6199 gals.).
 AW4229
 AW4229.The modeled gravity was interpolated from observed gravity values.
 AW4229
 AW4229;                    North         East    Units  Estimated Accuracy
 AW4229;SPC TXSC     - 4,181,090.      920,780.      MT  (+/- 180 meters Scaled)
 AW4229
 AW4229                          SUPERSEDED SURVEY CONTROL
 AW4229
 AW4229  NGVD 29 (12/23/87)   20.683  (m)           67.86   (f) ADJUSTED    1 2
 AW4229
 AW4229.Superseded values are not recommended for survey control.
 AW4229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4229.See file dsdata.txt to determine how the superseded data were derived.
 AW4229
 AW4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN387582(NAD 83)
 AW4229_MARKER: DB = BENCH MARK DISK
 AW4229_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4229_SP_SET: CULVERT HEADWALL
 AW4229_STAMPING: T 1213 1973
 AW4229_MARK LOGO: NGS   
 AW4229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4229+STABILITY: SURFACE MOTION
 AW4229
 AW4229  HISTORY     - Date     Condition        Report By
 AW4229  HISTORY     - 1973     MONUMENTED       NGS
 AW4229  HISTORY     - 1986     GOOD             NGS
 AW4229  HISTORY     - 1988     GOOD             USPSQD
 AW4229  HISTORY     - 1989     GOOD             USPSQD
 AW4229  HISTORY     - 19960622 GOOD             USPSQD
 AW4229  HISTORY     - 19980103 GOOD             USPSQD
 AW4229  HISTORY     - 19981121 GOOD             USPSQD
 AW4229
 AW4229                          STATION DESCRIPTION
 AW4229
 AW4229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4229'7.3 MI NE FROM GUY.
 AW4229'7.3 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4229'HIGHWAY 36 AT GUY, 0.35 MILE SOUTHWEST OF THE JUNCTION OF FARM ROAD
 AW4229'762 SOUTHEAST, IN THE TOP AND 1.2 FEET SOUTHWEST OF THE NORTHEAST END
 AW4229'OF THE SOUTHEAST CONCRETE HEADWALL OF TRIPLE CONCRETE BOX CULVERTS, 19
 AW4229'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT
 AW4229'LOWER THAN THE ROAD.
 AW4229
 AW4229                          STATION RECOVERY (1986)
 AW4229
 AW4229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4229'RECOVERED IN GOOD CONDITION.
 AW4229
 AW4229                          STATION RECOVERY (1988)
 AW4229
 AW4229'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4229'RECOVERED IN GOOD CONDITION.
 AW4229
 AW4229                          STATION RECOVERY (1989)
 AW4229
 AW4229'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4229'RECOVERED IN GOOD CONDITION.
 AW4229
 AW4229                          STATION RECOVERY (1996)
 AW4229
 AW4229'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4229'RECOVERED IN GOOD CONDITION.
 AW4229
 AW4229                          STATION RECOVERY (1998)
 AW4229
 AW4229'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4229'RECOVERED IN GOOD CONDITION.
 AW4229
 AW4229                          STATION RECOVERY (1998)
 AW4229
 AW4229'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4252 ***********************************************************************
 AW4252  HT_MOD      -  This is a Height Modernization Survey Station.
 AW4252  DESIGNATION -  T 1214
 AW4252  PID         -  AW4252
 AW4252  STATE/COUNTY-  TX/FORT BEND
 AW4252  USGS QUAD   -  THOMPSONS (1980)
 AW4252
 AW4252                         *CURRENT SURVEY CONTROL
 AW4252  ___________________________________________________________________
 AW4252* NAD 83(1993)-  29 29 17.98912(N)    095 36 25.83537(W)     ADJUSTED  
 AW4252* NAVD 88     -        18.65   (meters)      61.2    (feet)  GPS OBS   
 AW4252  ___________________________________________________________________
 AW4252  X           -    -542,901.122 (meters)                     COMP
 AW4252  Y           -  -5,529,802.012 (meters)                     COMP
 AW4252  Z           -   3,121,124.681 (meters)                     COMP
 AW4252  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW4252  ELLIP HEIGHT-          -8.47  (meters)          (12/03/01) GPS OBS
 AW4252  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4252  DYNAMIC HT  -          18.63  (meters)      61.1   (feet)  COMP
 AW4252  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 AW4252
 AW4252  HORZ ORDER  -  FIRST
 AW4252  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4252  ELLP ORDER  -  FOURTH    CLASS II
 AW4252
 AW4252.The horizontal coordinates were established by GPS observations
 AW4252.and adjusted by the National Geodetic Survey in December 2001..
 AW4252
 AW4252.The orthometric height was determined by GPS observations and a
 AW4252.high-resolution geoid model using precise GPS observation and
 AW4252.processing techniques. It supersedes the leveled height previously
 AW4252.determined for this station.
 AW4252.The vertical order pertains to the first NAVD 88 superseded value.
 AW4252
 AW4252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW4252
 AW4252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4252
 AW4252.The ellipsoidal height was determined by GPS observations
 AW4252.and is referenced to NAD 83.
 AW4252
 AW4252.The geoid height was determined by GEOID03.
 AW4252
 AW4252.The dynamic height is computed by dividing the NAVD 88
 AW4252.geopotential number by the normal gravity value computed on the
 AW4252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4252.degrees latitude (g = 980.6199 gals.).
 AW4252
 AW4252.The modeled gravity was interpolated from observed gravity values.
 AW4252
 AW4252;                    North         East     Units Scale Factor Converg.
 AW4252;SPC TXSC     - 4,188,189.188   928,937.239   MT  0.99986681   +1 39 43.9
 AW4252;SPC TXSC     -13,740,750.69  3,047,688.26   sFT  0.99986681   +1 39 43.9
 AW4252;UTM  15      - 3,264,922.681   247,218.650   MT  1.00038851   -1 17 02.6
 AW4252
 AW4252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4252!SPC TXSC     -   1.00000133  x   0.99986681  =   0.99986814
 AW4252!UTM  15      -   1.00000133  x   1.00038851  =   1.00038984
 AW4252
 AW4252                          SUPERSEDED SURVEY CONTROL
 AW4252
 AW4252  ELLIP H (10/25/00)   -8.45   (m)                       GP(       ) 4 1
 AW4252  NAD 83(1993)-  29 29 17.98907(N)    095 36 25.83325(W) AD(       ) 1
 AW4252  ELLIP H (10/17/96)   -8.32   (m)                       GP(       ) 3 1
 AW4252  NAVD 88 (06/15/91)   18.708  (m)           61.38   (f) ADJUSTED    1 2
 AW4252  NGVD 29 (12/23/87)   18.704  (m)           61.36   (f) ADJUSTED    1 2
 AW4252
 AW4252.Superseded values are not recommended for survey control.
 AW4252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4252.See file dsdata.txt to determine how the superseded data were derived.
 AW4252
 AW4252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4721964923(NAD 83)
 AW4252_MARKER: DB = BENCH MARK DISK
 AW4252_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW4252+WITH SETTING: INTO GROUND
 AW4252_SP_SET: METAL ROD WITH BASE PLATE
 AW4252_STAMPING: T 1214 1973
 AW4252_MARK LOGO: NGS   
 AW4252_MAGNETIC: I = MARKER IS A STEEL ROD
 AW4252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4252+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1995
 AW4252
 AW4252  HISTORY     - Date     Condition        Report By
 AW4252  HISTORY     - 1973     MONUMENTED       NGS
 AW4252  HISTORY     - 1986     GOOD             NGS
 AW4252  HISTORY     - 1988     GOOD             USPSQD
 AW4252  HISTORY     - 19950421 GOOD             HGCSD
 AW4252  HISTORY     - 19960622 GOOD             USPSQD
 AW4252
 AW4252                          STATION DESCRIPTION
 AW4252
 AW4252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4252'1.55 MI SW FROM THOMPSONS.
 AW4252'0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 AW4252'STATION AT THOMPSONS, THENCE 1.15 MILES SOUTHWEST ALONG Y. U. JONES
 AW4252'ROAD, 0.35 MILE SOUTHWEST OF A WOODEN BRIDGE OVER A BAYOU, 0.15 MILE
 AW4252'NORTHEAST OF A WOODEN BRIDGE OVER RABBS BAYOU, 0.05 MILE NORTHEAST OF
 AW4252'THE CROSSING OF A TRACK ROAD LEADING NORTHWEST, 74.8 FEET SOUTHEAST OF
 AW4252'THE SOUTHEAST RAIL OF THE SANTA FE RAILWAY, 32 FEET NORTHWEST OF THE
 AW4252'CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHEAST OF THE SOUTHWEST ONE OF
 AW4252'3 POWER POLES SUPPORTING THREE TRANSFORMERS, 1.4 FEET SOUTHWEST OF A
 AW4252'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, A DISK ON THE TOP OF
 AW4252'A 5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE
 AW4252'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 5-INCH IRON
 AW4252'PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW4252
 AW4252                          STATION RECOVERY (1986)
 AW4252
 AW4252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4252'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4252'OMIT THE PRIOR REFERENCE TO THE RAILWAY STATION, ADD--0.6 KM (0.4 MI)
 AW4252'WEST ALONG THE ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE POST OFFICE
 AW4252'IN THOMPSONS, 0.42 METERS (1.4 FT) EAST OF A POWER POLE AND 0.3 METER
 AW4252'(1.0 FT) WEST OF A WITNESS POST.
 AW4252
 AW4252                          STATION RECOVERY (1988)
 AW4252
 AW4252'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4252'RECOVERED IN GOOD CONDITION.
 AW4252
 AW4252                          STATION RECOVERY (1995)
 AW4252
 AW4252'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW4252'RECOVERED AS DESCRIBED.
 AW4252
 AW4252                          STATION RECOVERY (1996)
 AW4252
 AW4252'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1796 ***********************************************************************
 AW1796  DESIGNATION -  T 1215
 AW1796  PID         -  AW1796
 AW1796  STATE/COUNTY-  TX/HARRIS
 AW1796  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1796
 AW1796                         *CURRENT SURVEY CONTROL
 AW1796  ___________________________________________________________________
 AW1796* NAD 83(1986)-  29 49 29.     (N)    095 31 35.     (W)     SCALED    
 AW1796* NAVD 88     -        26.754  (meters)      87.78   (feet)  ADJUSTED  
 AW1796  ___________________________________________________________________
 AW1796  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW1796  DYNAMIC HT  -          26.718 (meters)      87.66  (feet)  COMP
 AW1796  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 AW1796
 AW1796  VERT ORDER  -  FIRST     CLASS II
 AW1796
 AW1796.The horizontal coordinates were scaled from a topographic map and have
 AW1796.an estimated accuracy of +/- 6 seconds.
 AW1796
 AW1796.The orthometric height was determined by differential leveling
 AW1796.and adjusted by the National Geodetic Survey in June 1991..
 AW1796
 AW1796.The geoid height was determined by GEOID03.
 AW1796
 AW1796.The dynamic height is computed by dividing the NAVD 88
 AW1796.geopotential number by the normal gravity value computed on the
 AW1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1796.degrees latitude (g = 980.6199 gals.).
 AW1796
 AW1796.The modeled gravity was interpolated from observed gravity values.
 AW1796
 AW1796;                    North         East    Units  Estimated Accuracy
 AW1796;SPC TXSC     - 4,225,690.      935,660.      MT  (+/- 180 meters Scaled)
 AW1796
 AW1796                          SUPERSEDED SURVEY CONTROL
 AW1796
 AW1796  NGVD 29 (12/23/87)   26.749  (m)           87.76   (f) ADJUSTED    1 2
 AW1796
 AW1796.Superseded values are not recommended for survey control.
 AW1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1796.See file dsdata.txt to determine how the superseded data were derived.
 AW1796
 AW1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP558020(NAD 83)
 AW1796_MARKER: DB = BENCH MARK DISK
 AW1796_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1796_SP_SET: SIDEWALK
 AW1796_STAMPING: T 1215 1973
 AW1796_MARK LOGO: NGS   
 AW1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1796
 AW1796  HISTORY     - Date     Condition        Report By
 AW1796  HISTORY     - 1973     MONUMENTED       NGS
 AW1796  HISTORY     - 1978     GOOD             NGS
 AW1796  HISTORY     - 1986     GOOD             NGS
 AW1796  HISTORY     - 1987     GOOD             USPSQD
 AW1796  HISTORY     - 1990     GOOD             USPSQD
 AW1796  HISTORY     - 19941022 GOOD             USPSQD
 AW1796
 AW1796                          STATION DESCRIPTION
 AW1796
 AW1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1796'2.75 MI SE FROM FAIRBANKS.
 AW1796'ABOUT 0.6 MILE SOUTHEAST ALONG US HIGHWAY 290 (HEMPSTEAD RD.), FROM
 AW1796'THE POST OFFICE AT FAIRBANKS, THENCE 2.15 MILES SOUTH ALONG CAMPBELL
 AW1796'RD., 0.2 MILE NORTH OF THE INTERSECTION OF KEMPWOOD DR. AND CAMPBELL
 AW1796'RD., 28.2 FEET WEST OF THE CENTER LINE OF CAMPBELL RD., 13 FEET SOUTH
 AW1796'OF A TELEPHONE AND POWER POLE, 28 1/2 FEET SOUTH OF THE CENTER LINE OF
 AW1796'A PAVED ROAD LEADING WEST TO A TRAILER PARK, 0.3 FOOT EAST OF THE WEST
 AW1796'BANNISTER GUARD RAIL OF A BRIDGE, SET IN THE TOP OF THE NORTHWEST
 AW1796'CONCRETE CORNER OF A SIDEWALK OVER A BRIDGE FOUNDATION OF A CONCRETE
 AW1796'BRIDGE OVER A CREEK, AND ABOUT 0.4 FOOT ABOVE THE LEVEL OF THE ROAD.
 AW1796
 AW1796                          STATION RECOVERY (1978)
 AW1796
 AW1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1796'RECOVERED IN GOOD CONDITION.
 AW1796
 AW1796                          STATION RECOVERY (1986)
 AW1796
 AW1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1796'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.0 KM (0.6 MI)
 AW1796'SOUTHEASTERLY ALONG HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1796'FAIRBANKS, THENCE 3.5 KM (2.15 MI) SOUTHERLY ALONG CAMPBELL ROAD, OR
 AW1796'5.6 KM (3.5 MI) NORTHERLY ALONG CAMPBELL ROAD FROM ITS JUNCTION WITH
 AW1796'INTERSTATE HIGHWAY 10 IN SPRING BRANCH.
 AW1796
 AW1796                          STATION RECOVERY (1987)
 AW1796
 AW1796'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1796'RECOVERED IN GOOD CONDITION.
 AW1796
 AW1796                          STATION RECOVERY (1990)
 AW1796
 AW1796'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1796'RECOVERED IN GOOD CONDITION.
 AW1796
 AW1796                          STATION RECOVERY (1994)
 AW1796
 AW1796'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1285 ***********************************************************************
 BL1285  DESIGNATION -  T 1216
 BL1285  PID         -  BL1285
 BL1285  STATE/COUNTY-  TX/HARRIS
 BL1285  USGS QUAD   -  SPRING (1982)
 BL1285
 BL1285                         *CURRENT SURVEY CONTROL
 BL1285  ___________________________________________________________________
 BL1285* NAD 83(1986)-  30 05 29.     (N)    095 28 40.     (W)     SCALED    
 BL1285* NAVD 88     -        41.66   (+/-2cm)     136.7    (feet)  VERTCON   
 BL1285  ___________________________________________________________________
 BL1285  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1285
 BL1285  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1285
 BL1285.The horizontal coordinates were scaled from a topographic map and have
 BL1285.an estimated accuracy of +/- 6 seconds.
 BL1285
 BL1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1285.The vertical order pertains to the NGVD 29 superseded value.
 BL1285
 BL1285.The geoid height was determined by GEOID03.
 BL1285
 BL1285;                    North         East    Units  Estimated Accuracy
 BL1285;SPC TXSC     - 4,255,370.      939,470.      MT  (+/- 180 meters Scaled)
 BL1285
 BL1285                          SUPERSEDED SURVEY CONTROL
 BL1285
 BL1285  NGVD 29 (04/06/79)   41.661  (m)          136.68   (f) ADJUSTED    1 2
 BL1285
 BL1285.Superseded values are not recommended for survey control.
 BL1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1285.See file dsdata.txt to determine how the superseded data were derived.
 BL1285
 BL1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP612315(NAD 83)
 BL1285_MARKER: DB = BENCH MARK DISK
 BL1285_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BL1285+WITH SETTING: INTO GROUND
 BL1285_STAMPING: T 1216 1973
 BL1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1285+STABILITY: SURFACE MOTION
 BL1285
 BL1285  HISTORY     - Date     Condition        Report By
 BL1285  HISTORY     - 1973     MONUMENTED       NGS
 BL1285  HISTORY     - 1978     GOOD             NGS
 BL1285  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1285  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1285
 BL1285                          STATION DESCRIPTION
 BL1285
 BL1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1285'3.8 MI W FROM SPRING.
 BL1285'ABOUT 3.8 MILES WEST ALONG MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL1285'OF HARDY ST., AT THE CROSSING OF MOSSY OAKS DR., 5 1/2 POLES EAST OF
 BL1285'MILE POST 4, 68 FEET SOUTHEAST OF THE CENTER OF THE CROSSING 43.4 FEET
 BL1285'SOUTH OF THE SOUTH RAIL, 40.6 FEET EAST OF THE CENTER LINE OF THE
 BL1285'ROAD, 1.3 FEET NORTH OF A FENCE, 0.9 FOOT WEST OF A METAL WITNESS
 BL1285'POST, 2 FEET BELOW THE LEVEL OF THE RAIL, AND IS A DISK SET ON TOP OF
 BL1285'A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY
 BL1285'A 6-INCH METAL PIPE FLUSH WITH THE GROUND.
 BL1285
 BL1285                          STATION RECOVERY (1978)
 BL1285
 BL1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1285'RECOVERED IN GOOD CONDITION.
 BL1285
 BL1285                          STATION RECOVERY (1986)
 BL1285
 BL1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1285'THE ROD WAS FOUND WITH THE DISK MISSING.
 BL1285
 BL1285                          STATION RECOVERY (1995)
 BL1285
 BL1285'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0336 ***********************************************************************
 AW0336  DESIGNATION -  T 1217
 AW0336  PID         -  AW0336
 AW0336  STATE/COUNTY-  TX/HARRIS
 AW0336  USGS QUAD   -  ADDICKS (1995)
 AW0336
 AW0336                         *CURRENT SURVEY CONTROL
 AW0336  ___________________________________________________________________
 AW0336* NAD 83(1986)-  29 47 07.     (N)    095 39 46.     (W)     SCALED    
 AW0336* NAVD 88     -        29.65   (+/-2cm)      97.3    (feet)  VERTCON   
 AW0336  ___________________________________________________________________
 AW0336  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0336
 AW0336  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0336
 AW0336.The horizontal coordinates were scaled from a topographic map and have
 AW0336.an estimated accuracy of +/- 6 seconds.
 AW0336
 AW0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0336.The vertical order pertains to the NGVD 29 superseded value.
 AW0336
 AW0336.The geoid height was determined by GEOID03.
 AW0336
 AW0336;                    North         East    Units  Estimated Accuracy
 AW0336;SPC TXSC     - 4,220,930.      922,610.      MT  (+/- 180 meters Scaled)
 AW0336
 AW0336                          SUPERSEDED SURVEY CONTROL
 AW0336
 AW0336  NGVD 29 (??/??/92)   29.646  (m)           97.26   (f) ADJ UNCH    1 1
 AW0336
 AW0336.Superseded values are not recommended for survey control.
 AW0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0336.See file dsdata.txt to determine how the superseded data were derived.
 AW0336
 AW0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN425979(NAD 83)
 AW0336_MARKER: DB = BENCH MARK DISK
 AW0336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0336_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0336_STAMPING: T 1217 1973
 AW0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0336
 AW0336  HISTORY     - Date     Condition        Report By
 AW0336  HISTORY     - 1973     MONUMENTED       NGS
 AW0336  HISTORY     - 1976     MARK NOT FOUND   NGS
 AW0336  HISTORY     - 1976     MARK NOT FOUND   NGS
 AW0336  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0336  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0336  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW0336  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0336
 AW0336                          STATION DESCRIPTION
 AW0336
 AW0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0336'1.1 MI W FROM ADDICKS.
 AW0336'ABOUT 1.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0336'RAILROAD OVERPASS OVER STATE HWY. 6, ABOUT 135 FEET NORTH OF THE
 AW0336'CENTER LINE OF THE ACCESS ROAD, 36 1/2 FEET NORTHEAST OF THE NORTHEAST
 AW0336'CORNER OF A CONCRETE CULVERT UNDER THE TRACKS, 46 FEET NORTH OF THE
 AW0336'NORTH RAIL OF THE MAIN TRACK, 1 FOOT SOUTH OF THE EAST-WEST FENCE,
 AW0336'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IS A DISK SET ON
 AW0336'TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD AND
 AW0336'PROTECTED BY A 6-INCH STEEL PIPE WHICH PROJECTS 0.1 FOOT ABOVE THE
 AW0336'LEVEL OF THE GROUND.
 AW0336
 AW0336                          STATION RECOVERY (1976)
 AW0336
 AW0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0336'SEARCHED FOR BUT NOT RECOVERED.
 AW0336
 AW0336                          STATION RECOVERY (1976)
 AW0336
 AW0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0336'MARK NOT FOUND.
 AW0336
 AW0336                          STATION RECOVERY (1978)
 AW0336
 AW0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0336'NOT RECOVERED.
 AW0336
 AW0336                          STATION RECOVERY (1989)
 AW0336
 AW0336'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0336'MARK NOT FOUND.
 AW0336
 AW0336                          STATION RECOVERY (1995)
 AW0336
 AW0336'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0336'MARK NOT FOUND.
 AW0336
 AW0336                          STATION RECOVERY (2004)
 AW0336
 AW0336'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0015 ***********************************************************************
 AX0015  DESIGNATION -  T 1218
 AX0015  PID         -  AX0015
 AX0015  STATE/COUNTY-  TX/AUSTIN
 AX0015  USGS QUAD   -  SEALY (1981)
 AX0015
 AX0015                         *CURRENT SURVEY CONTROL
 AX0015  ___________________________________________________________________
 AX0015* NAD 83(1986)-  29 47 00.     (N)    096 08 56.     (W)     SCALED    
 AX0015* NAVD 88     -        58.556  (meters)     192.11   (feet)  ADJUSTED  
 AX0015  ___________________________________________________________________
 AX0015  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0015  DYNAMIC HT  -          58.476 (meters)     191.85  (feet)  COMP
 AX0015  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 AX0015
 AX0015  VERT ORDER  -  FIRST     CLASS I
 AX0015
 AX0015.The horizontal coordinates were scaled from a topographic map and have
 AX0015.an estimated accuracy of +/- 6 seconds.
 AX0015
 AX0015.The orthometric height was determined by differential leveling
 AX0015.and adjusted by the National Geodetic Survey in June 1991..
 AX0015
 AX0015.The geoid height was determined by GEOID03.
 AX0015
 AX0015.The dynamic height is computed by dividing the NAVD 88
 AX0015.geopotential number by the normal gravity value computed on the
 AX0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0015.degrees latitude (g = 980.6199 gals.).
 AX0015
 AX0015.The modeled gravity was interpolated from observed gravity values.
 AX0015
 AX0015;                    North         East    Units  Estimated Accuracy
 AX0015;SPC TXSC     - 4,219,470.      875,630.      MT  (+/- 180 meters Scaled)
 AX0015
 AX0015                          SUPERSEDED SURVEY CONTROL
 AX0015
 AX0015  NGVD 29 (12/23/87)   58.534  (m)          192.04   (f) ADJUSTED    1 1
 AX0015
 AX0015.Superseded values are not recommended for survey control.
 AX0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0015.See file dsdata.txt to determine how the superseded data were derived.
 AX0015
 AX0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT756981(NAD 83)
 AX0015_MARKER: DB = BENCH MARK DISK
 AX0015_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0015_SP_SET: COPPER-CLAD STEEL ROD
 AX0015_STAMPING: T 1218 1973
 AX0015_MARK LOGO: NGS   
 AX0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0015
 AX0015  HISTORY     - Date     Condition        Report By
 AX0015  HISTORY     - 1973     MONUMENTED       NGS
 AX0015  HISTORY     - 1976     GOOD             NGS
 AX0015  HISTORY     - 1976     GOOD             NGS
 AX0015  HISTORY     - 1978     GOOD             NGS
 AX0015  HISTORY     - 1986     GOOD             NGS
 AX0015  HISTORY     - 19910607 GOOD             USPSQD
 AX0015  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0015
 AX0015                          STATION DESCRIPTION
 AX0015
 AX0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0015'0.35 MI E FROM SEALY.
 AX0015'ABOUT 0.65 MILE EAST ALONG THE MISSOURI - KANSAS AND TEXAS RAILROAD
 AX0015'FROM THE CROSSING OF STATE HIGHWAY 36 AT SEALY, 0.35 MILE EAST OF THE
 AX0015'CROSSING OF THE GULF COLORADO AND SANTA FE RAILROAD, 27.5 FEET NORTH
 AX0015'OF THE NORTH RAIL OF THE MAIN TRACK, 174 FEET WEST OF THE CENTER OF
 AX0015'THE CROSSING OF A DIRT ROAD, 20 FEET SOUTH OF A CHAIN LINK FENCE, 4
 AX0015'FEET WEST OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 0.8
 AX0015'FOOT EAST OF A METAL WITNESS POST, AND IS A DISK ON TOP OF A COPPER
 AX0015'COATED STEEL ROD PROJECTING 0.3 FOOT WHICH IS PROTECTED BY A 6-INCH
 AX0015'METAL PIPE THAT PROJECTS 0.6 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A
 AX0015'DEPTH OF 32.0 FEET.
 AX0015
 AX0015                          STATION RECOVERY (1976)
 AX0015
 AX0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0015'RECOVERED IN GOOD CONDITION.
 AX0015
 AX0015                          STATION RECOVERY (1976)
 AX0015
 AX0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0015'RECOVERED IN GOOD CONDITION.
 AX0015
 AX0015                          STATION RECOVERY (1978)
 AX0015
 AX0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0015'ERROR IN MILEAGE, SHOULD BE 0.6 MILE INSTEAD OF 0.7 MILE.
 AX0015
 AX0015                          STATION RECOVERY (1986)
 AX0015
 AX0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0015'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0015'ADD--53.0 METERS (174 FT) WEST OF THE CENTERLINE OF ANDERSON STREET.
 AX0015
 AX0015                          STATION RECOVERY (1991)
 AX0015
 AX0015'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0015'RECOVERED IN GOOD CONDITION.
 AX0015
 AX0015                          STATION RECOVERY (1999)
 AX0015
 AX0015'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1047 ***********************************************************************
 AW1047  DESIGNATION -  T 1219
 AW1047  PID         -  AW1047
 AW1047  STATE/COUNTY-  TX/GALVESTON
 AW1047  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1047
 AW1047                         *CURRENT SURVEY CONTROL
 AW1047  ___________________________________________________________________
 AW1047* NAD 83(1986)-  29 20 56.     (N)    094 56 31.     (W)     SCALED    
 AW1047* NAVD 88     -         2.508  (meters)       8.23   (feet)  ADJUSTED  
 AW1047  ___________________________________________________________________
 AW1047  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1047  DYNAMIC HT  -           2.504 (meters)       8.22  (feet)  COMP
 AW1047  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AW1047
 AW1047  VERT ORDER  -  FIRST     CLASS II
 AW1047
 AW1047.The horizontal coordinates were scaled from a topographic map and have
 AW1047.an estimated accuracy of +/- 6 seconds.
 AW1047
 AW1047.The orthometric height was determined by differential leveling
 AW1047.and adjusted by the National Geodetic Survey in March 1997..
 AW1047
 AW1047.The geoid height was determined by GEOID03.
 AW1047
 AW1047.The dynamic height is computed by dividing the NAVD 88
 AW1047.geopotential number by the normal gravity value computed on the
 AW1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1047.degrees latitude (g = 980.6199 gals.).
 AW1047
 AW1047.The modeled gravity was interpolated from observed gravity values.
 AW1047
 AW1047;                    North         East    Units  Estimated Accuracy
 AW1047;SPC TXSC     - 4,174,800.      993,940.      MT  (+/- 180 meters Scaled)
 AW1047
 AW1047                          SUPERSEDED SURVEY CONTROL
 AW1047
 AW1047  NAVD 88 (06/15/91)    2.499  (m)            8.20   (f) UNKNOWN     1 1
 AW1047  NGVD 29 (12/23/87)    2.496  (m)            8.19   (f) ADJUSTED    1 1
 AW1047
 AW1047.Superseded values are not recommended for survey control.
 AW1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1047.See file dsdata.txt to determine how the superseded data were derived.
 AW1047
 AW1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN114482(NAD 83)
 AW1047_MARKER: DV = VERTICAL CONTROL DISK
 AW1047_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1047_SP_SET: PIER
 AW1047_STAMPING: T 1219 1973
 AW1047_MARK LOGO: NGS   
 AW1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1047+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1047
 AW1047  HISTORY     - Date     Condition        Report By
 AW1047  HISTORY     - 1973     MONUMENTED       NGS
 AW1047  HISTORY     - 1976     GOOD             NGS
 AW1047  HISTORY     - 1976     GOOD             NGS
 AW1047  HISTORY     - 1978     GOOD             NGS
 AW1047  HISTORY     - 1983     GOOD             NGS
 AW1047  HISTORY     - 1987     GOOD             USPSQD
 AW1047  HISTORY     - 1987     GOOD             NGS
 AW1047  HISTORY     - 1988     GOOD             USPSQD
 AW1047  HISTORY     - 1988     GOOD             USPSQD
 AW1047  HISTORY     - 1988     GOOD             USPSQD
 AW1047  HISTORY     - 1988     GOOD             USPSQD
 AW1047  HISTORY     - 1990     GOOD             USPSQD
 AW1047  HISTORY     - 1991     GOOD             USPSQD
 AW1047  HISTORY     - 19950624 GOOD             USPSQD
 AW1047  HISTORY     - 19961204 GOOD             NGS
 AW1047  HISTORY     - 20050607 GOOD             USPSQD
 AW1047
 AW1047                          STATION DESCRIPTION
 AW1047
 AW1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1047'3.8 MI SW FROM TEXAS CITY.
 AW1047'2.1 MILES SOUTHWEST ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE
 AW1047'AT TEXAS CITY, THENCE 1.7 MILES SOUTHWEST ALONG THE TEXAS CITY
 AW1047'TERMINAL RAILROAD, AT TEXAS CITY JUNCTION, AT THE CROSSING OF STATE
 AW1047'HIGHWAY 3, SET VERTICALLY IN THE EAST FACE OF THE FIRST CONCRETE PIER
 AW1047'NORTHWEST OF THE TRACK OF THE HIGHWAY OVERPASS, 41.5 FEET NORTHWEST OF
 AW1047'THE NORTHWEST RAIL, 26 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW1047'NORTHEAST LANES OF THE HIGHWAY, 47.9 FEET SOUTHWEST OF THE SOUTHWEST
 AW1047'RAIL OF THE GALVESTON, HOUSTON AND HENDERSON RAILROAD, 68 FEET WEST OF
 AW1047'THE CROSSING OF THE TWO TRACKS, ABOUT 2 1/2 FEET HIGHER THAN THE TRACK
 AW1047'AND 3.0 FEET ABOVE THE GROUND.
 AW1047
 AW1047                          STATION RECOVERY (1976)
 AW1047
 AW1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1976)
 AW1047
 AW1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1978)
 AW1047
 AW1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1983)
 AW1047
 AW1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1987)
 AW1047
 AW1047'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1987)
 AW1047
 AW1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1047'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.3 KM (2.7 MI)
 AW1047'SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM ROAD 1765 IN
 AW1047'LA MARQUE TO THE MARK ON THE LEFT, SET VERTICALLY IN THE EAST FACE OF
 AW1047'THE FIRST PIER NORTHWEST OF THE TRACKS, 7.9 METERS (26.0 FT) NORTHEAST
 AW1047'OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 20.7 METERS
 AW1047'(68.0 FT) WEST OF THE CROSSING OF TWO RAILROAD TRACKS, 14.5 METERS
 AW1047'(47.9 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE GALVESTON HENDSON
 AW1047'RAILROAD.
 AW1047'THE MARK IS 0.91 M ABOVE GROUND.
 AW1047
 AW1047                          STATION RECOVERY (1988)
 AW1047
 AW1047'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1988)
 AW1047
 AW1047'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1988)
 AW1047
 AW1047'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1988)
 AW1047
 AW1047'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1990)
 AW1047
 AW1047'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1991)
 AW1047
 AW1047'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1995)
 AW1047
 AW1047'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1047'RECOVERED IN GOOD CONDITION.
 AW1047
 AW1047                          STATION RECOVERY (1996)
 AW1047
 AW1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1047'IN LA MARQUE, AT THE INTERSECTION OF STATE HIGHWAYS 3 AND 146, SET
 AW1047'VERTICALLY IN THE EAST FACE OF THE 1ST CONCRETE PIER NORTH OF THE
 AW1047'WESTBOUND LANES OF THE HIGHWAY 146 OVERPASS OF HIGHWAY 3, 7.6 M (24.9
 AW1047'FT) NORTHEAST OF THE CENTER OF THE WESTBOUND LANES OF HIGHWAY 3, 1.3 M
 AW1047'(4.3 FT) EAST OF THE CENTER OF HIGHWAY 146, AND 0.9 M (3.0 FT) ABOVE
 AW1047'THE GROUND SURFACE.
 AW1047
 AW1047                          STATION RECOVERY (2005)
 AW1047
 AW1047'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1047'MARK FOUND AT N29 20 55.5  W094 56 31.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1622 ***********************************************************************
 AX1622  DESIGNATION -  T 122
 AX1622  PID         -  AX1622
 AX1622  STATE/COUNTY-  TX/DE WITT
 AX1622  USGS QUAD   -  CUERO (1987)
 AX1622
 AX1622                         *CURRENT SURVEY CONTROL
 AX1622  ___________________________________________________________________
 AX1622* NAD 83(1986)-  29 06 45.     (N)    097 17 29.     (W)     SCALED    
 AX1622* NAVD 88     -        56.32   (+/-2cm)     184.8    (feet)  VERTCON   
 AX1622  ___________________________________________________________________
 AX1622  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1622
 AX1622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1622
 AX1622.The horizontal coordinates were scaled from a topographic map and have
 AX1622.an estimated accuracy of +/- 6 seconds.
 AX1622
 AX1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1622.The vertical order pertains to the NGVD 29 superseded value.
 AX1622
 AX1622.The geoid height was determined by GEOID03.
 AX1622
 AX1622;                    North         East    Units  Estimated Accuracy
 AX1622;SPC TXSC     - 4,142,980.      766,280.      MT  (+/- 180 meters Scaled)
 AX1622
 AX1622                          SUPERSEDED SURVEY CONTROL
 AX1622
 AX1622  NGVD 29 (??/??/92)   56.336  (m)          184.83   (f) ADJ UNCH    2 0
 AX1622
 AX1622.Superseded values are not recommended for survey control.
 AX1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1622.See file dsdata.txt to determine how the superseded data were derived.
 AX1622
 AX1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT662216(NAD 83)
 AX1622_MARKER: DB = BENCH MARK DISK
 AX1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1622_STAMPING: T-122 1933
 AX1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1622+STABILITY: SURFACE MOTION
 AX1622
 AX1622  HISTORY     - Date     Condition        Report By
 AX1622  HISTORY     - 1933     MONUMENTED       CGS
 AX1622  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1622
 AX1622                          STATION DESCRIPTION
 AX1622
 AX1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1622'1.7 MI N FROM CUERO.
 AX1622'ALONG THE TEXAS AND NEW ORLEANS R.R. ONE POLE NORTH OF M.P. 134 AND
 AX1622'OPPOSITE CULVERT NO. 133 B IN THE FENCE CORNER SOUTH OF THE ROAD
 AX1622'CROSSING AND 55 FT. WEST OF THE CENTERLINE OF THE TRACKS.
 AX1622
 AX1622                          STATION RECOVERY (2001)
 AX1622
 AX1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1622'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4155 ***********************************************************************
 AW4155  DESIGNATION -  T 1220
 AW4155  PID         -  AW4155
 AW4155  STATE/COUNTY-  TX/BRAZORIA
 AW4155  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4155
 AW4155                         *CURRENT SURVEY CONTROL
 AW4155  ___________________________________________________________________
 AW4155* NAD 83(1986)-  29 14 40.     (N)    095 42 22.     (W)     SCALED    
 AW4155* NAVD 88     -        16.39   (+/-2cm)      53.8    (feet)  VERTCON   
 AW4155  ___________________________________________________________________
 AW4155  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW4155
 AW4155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4155
 AW4155.The horizontal coordinates were scaled from a topographic map and have
 AW4155.an estimated accuracy of +/- 6 seconds.
 AW4155
 AW4155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4155.The vertical order pertains to the NGVD 29 superseded value.
 AW4155
 AW4155.The geoid height was determined by GEOID03.
 AW4155
 AW4155;                    North         East    Units  Estimated Accuracy
 AW4155;SPC TXSC     - 4,160,900.      920,110.      MT  (+/- 180 meters Scaled)
 AW4155
 AW4155                          SUPERSEDED SURVEY CONTROL
 AW4155
 AW4155  NGVD 29 (??/??/92)   16.394  (m)           53.79   (f) ADJ UNCH    2 0
 AW4155
 AW4155.Superseded values are not recommended for survey control.
 AW4155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4155.See file dsdata.txt to determine how the superseded data were derived.
 AW4155
 AW4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN369381(NAD 83)
 AW4155_MARKER: DB = BENCH MARK DISK
 AW4155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4155_SP_SET: CULVERT
 AW4155_STAMPING: T 1220 1973
 AW4155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4155
 AW4155  HISTORY     - Date     Condition        Report By
 AW4155  HISTORY     - 1973     MONUMENTED       NGS
 AW4155  HISTORY     - 1987     GOOD             USPSQD
 AW4155  HISTORY     - 1987     GOOD             USPSQD
 AW4155  HISTORY     - 1988     GOOD             USPSQD
 AW4155  HISTORY     - 1989     GOOD             USPSQD
 AW4155  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4155
 AW4155                          STATION DESCRIPTION
 AW4155
 AW4155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4155'3.55 MI SE FROM DAMON.
 AW4155'3.55 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 AW4155'MULCAHY STREET AT DAMON, AT THE JUNCTION OF COUNTY ROAD 19, 24.5 FEET
 AW4155'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP AND 1.1 FEET
 AW4155'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A
 AW4155'BOX CULVERT, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 AW4155'LEVEL WITH THE HIGHWAY.
 AW4155
 AW4155                          STATION RECOVERY (1987)
 AW4155
 AW4155'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4155'RECOVERED IN GOOD CONDITION.
 AW4155
 AW4155                          STATION RECOVERY (1987)
 AW4155
 AW4155'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4155'RECOVERED IN GOOD CONDITION.
 AW4155
 AW4155                          STATION RECOVERY (1988)
 AW4155
 AW4155'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4155'RECOVERED IN GOOD CONDITION.
 AW4155
 AW4155                          STATION RECOVERY (1989)
 AW4155
 AW4155'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4155'RECOVERED IN GOOD CONDITION.
 AW4155
 AW4155                          STATION RECOVERY (1994)
 AW4155
 AW4155'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0676 ***********************************************************************
 BM0676  DESIGNATION -  T 1221
 BM0676  PID         -  BM0676
 BM0676  STATE/COUNTY-  TX/TRAVIS
 BM0676  USGS QUAD   -  MONTOPOLIS (1988)
 BM0676
 BM0676                         *CURRENT SURVEY CONTROL
 BM0676  ___________________________________________________________________
 BM0676* NAD 83(1986)-  30 13 10.     (N)    097 40 17.     (W)     SCALED    
 BM0676* NAVD 88     -       149.862  (meters)     491.67   (feet)  ADJUSTED  
 BM0676  ___________________________________________________________________
 BM0676  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BM0676  DYNAMIC HT  -         149.658 (meters)     491.00  (feet)  COMP
 BM0676  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 BM0676  OBS GRAVITY -     979,276.6   (mgal)                       GRAV_OBS
 BM0676
 BM0676  VERT ORDER  -  FIRST     CLASS I
 BM0676
 BM0676.The horizontal coordinates were scaled from a topographic map and have
 BM0676.an estimated accuracy of +/- 6 seconds.
 BM0676
 BM0676.The orthometric height was determined by differential leveling
 BM0676.and adjusted by the National Geodetic Survey in June 1991..
 BM0676
 BM0676.The geoid height was determined by GEOID03.
 BM0676
 BM0676.The dynamic height is computed by dividing the NAVD 88
 BM0676.geopotential number by the normal gravity value computed on the
 BM0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0676.degrees latitude (g = 980.6199 gals.).
 BM0676
 BM0676.The modeled gravity was interpolated from observed gravity values.
 BM0676.The observed gravity was obtained from relative gravimeter ties
 BM0676.to the IGSN71 gravity network.
 BM0676
 BM0676;                    North         East    Units  Estimated Accuracy
 BM0676;SPC TX C     - 3,064,350.      956,240.      MT  (+/- 180 meters Scaled)
 BM0676
 BM0676                          SUPERSEDED SURVEY CONTROL
 BM0676
 BM0676  NGVD 29 (??/??/92)  149.779  (m)          491.40   (f) ADJ UNCH    1 1
 BM0676
 BM0676.Superseded values are not recommended for survey control.
 BM0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0676.See file dsdata.txt to determine how the superseded data were derived.
 BM0676
 BM0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU278438(NAD 83)
 BM0676_MARKER: DB = BENCH MARK DISK
 BM0676_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BM0676+WITH SETTING: INTO GROUND
 BM0676_STAMPING: T 1221 1973
 BM0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0676+STABILITY: SURFACE MOTION
 BM0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0676+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 BM0676
 BM0676  HISTORY     - Date     Condition        Report By
 BM0676  HISTORY     - 1973     MONUMENTED       NGS
 BM0676  HISTORY     - 1978     GOOD             NGS
 BM0676  HISTORY     - 1990     GOOD             USPSQD
 BM0676  HISTORY     - 19910401 GOOD             USPSQD
 BM0676  HISTORY     - 19980725 GOOD             USPSQD
 BM0676  HISTORY     - 20010224 GOOD             USPSQD
 BM0676  HISTORY     - 20030308 GOOD             USPSQD
 BM0676
 BM0676                          STATION DESCRIPTION
 BM0676
 BM0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0676'0.95 MI NW FROM DEL VALLE.
 BM0676'ABOUT 0.95 MILES NORTHWEST ALONG STATE HIGHWAY 71 FROM THE MAIN
 BM0676'ENTRANCE AND PRESIDENTIAL BLVD. UNDERPASS TO BERGSTROM AIRFORCE BASE
 BM0676'AT DEL VALLE, 59.0 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 BM0676'LANE OF THE HIGHWAY, 43.0 FEET NORTHWEST OF THE CENTER LINE OF CHAIN
 BM0676'LINK GATE AND THE ENTRANCE TO A SUB. STATION, 57.5 FEET SOUTHEAST OF
 BM0676'THE NORTH PIPE CORNER IN THE CHAIN LINK FENCE, 33.5 FEET SOUTHEAST OF
 BM0676'A POWER POLE BRACED BY 5-GUY WIRES, 2.0 FEET NORTHEAST OF A CHAIN LINK
 BM0676'FENCE, 0.7 MILES SOUTHEAST OF THE BENCH MARK S 1221, 0.7 FEET
 BM0676'SOUTHWEST OF A METAL WITNESS POST, ABOUT 4.0 FEET ABOVE THE HIGHWAY
 BM0676'AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD
 BM0676'FLUSH WITH THE GROUND FASTENED TO A BASE PLATE.  THE MARK IS PROTECTED
 BM0676'BY A 6-INCH IRON PIPE WHICH PROJECTS 1-INCH BELOW THE GROUND.
 BM0676
 BM0676                          STATION RECOVERY (1978)
 BM0676
 BM0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0676'RECOVERED IN GOOD CONDITION.
 BM0676
 BM0676                          STATION RECOVERY (1990)
 BM0676
 BM0676'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0676'RECOVERED IN GOOD CONDITION.
 BM0676
 BM0676                          STATION RECOVERY (1991)
 BM0676
 BM0676'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0676'RECOVERED IN GOOD CONDITION.
 BM0676
 BM0676                          STATION RECOVERY (1998)
 BM0676
 BM0676'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0676'RECOVERED IN GOOD CONDITION.
 BM0676
 BM0676                          STATION RECOVERY (2001)
 BM0676
 BM0676'RECOVERY NOTE BY US POWER SQUADRON 2001 (MJW)
 BM0676'RECOVERED IN GOOD CONDITION.
 BM0676
 BM0676                          STATION RECOVERY (2003)
 BM0676
 BM0676'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0637 ***********************************************************************
 BM0637  DESIGNATION -  T 1222
 BM0637  PID         -  BM0637
 BM0637  STATE/COUNTY-  TX/TRAVIS
 BM0637  USGS QUAD   -  OAK HILL (1988)
 BM0637
 BM0637                         *CURRENT SURVEY CONTROL
 BM0637  ___________________________________________________________________
 BM0637* NAD 83(1986)-  30 14 41.     (N)    097 46 49.     (W)     SCALED    
 BM0637* NAVD 88     -       201.491  (meters)     661.06   (feet)  ADJUSTED  
 BM0637  ___________________________________________________________________
 BM0637  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BM0637  DYNAMIC HT  -         201.215 (meters)     660.15  (feet)  COMP
 BM0637  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 BM0637
 BM0637  VERT ORDER  -  FIRST     CLASS I
 BM0637
 BM0637.The horizontal coordinates were scaled from a topographic map and have
 BM0637.an estimated accuracy of +/- 6 seconds.
 BM0637
 BM0637.The orthometric height was determined by differential leveling
 BM0637.and adjusted by the National Geodetic Survey in June 1991..
 BM0637.WARNING-Repeat measurements at this control monument indicate possible
 BM0637.vertical movement.
 BM0637
 BM0637.The geoid height was determined by GEOID03.
 BM0637
 BM0637.The dynamic height is computed by dividing the NAVD 88
 BM0637.geopotential number by the normal gravity value computed on the
 BM0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0637.degrees latitude (g = 980.6199 gals.).
 BM0637
 BM0637.The modeled gravity was interpolated from observed gravity values.
 BM0637
 BM0637;                    North         East    Units  Estimated Accuracy
 BM0637;SPC TX C     - 3,066,900.      945,700.      MT  (+/- 180 meters Scaled)
 BM0637
 BM0637                          SUPERSEDED SURVEY CONTROL
 BM0637
 BM0637  NGVD 29 (??/??/92)  201.420  (m)          660.83   (f) ADJ UNCH    1 1
 BM0637
 BM0637.Superseded values are not recommended for survey control.
 BM0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0637.See file dsdata.txt to determine how the superseded data were derived.
 BM0637
 BM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU173465(NAD 83)
 BM0637_MARKER: DB = BENCH MARK DISK
 BM0637_SETTING: 66 = SET IN ROCK OUTCROP
 BM0637_SP_SET: OUTCROP
 BM0637_STAMPING: T 1222 1973
 BM0637_MARK LOGO: NGS   
 BM0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0637+STABILITY: POSITION/ELEVATION WELL
 BM0637
 BM0637  HISTORY     - Date     Condition        Report By
 BM0637  HISTORY     - 1973     MONUMENTED       NGS
 BM0637  HISTORY     - 1980     GOOD             NGS
 BM0637  HISTORY     - 1983     GOOD             LOCSUR
 BM0637  HISTORY     - 1989     GOOD             USPSQD
 BM0637  HISTORY     - 1989     GOOD             USPSQD
 BM0637  HISTORY     - 1989     GOOD             USPSQD
 BM0637  HISTORY     - 1990     GOOD             USPSQD
 BM0637  HISTORY     - 1990     GOOD             USPSQD
 BM0637  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0637  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 BM0637
 BM0637                          STATION DESCRIPTION
 BM0637
 BM0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0637'2.1 MI SW FROM AUSTIN.
 BM0637'ABOUT 2.1 MILES SOUTHWEST ALONG SOUTH LAMAR BLVD. AND THE U.S. HIGHWAY
 BM0637'290-LOOP ROAD 343 FROM THE SOUTH END OF A CONCRETE BRIDGE OVER THE
 BM0637'COLORADO RIVER AT AUSTIN, ON THE PROPERTY OF THE FAITH UNITED
 BM0637'METHODIST CHURCH, 152.0 FEET NORTH NORTHWEST OF THE NORTH CORNER OF
 BM0637'THE OFFICE AND LIBRARY PORTION OF THE CHURCH, 74.0 FEET EAST OF A
 BM0637'POWER POLE, 87.0 FEET SOUTHEAST OF THE SOUTHEAST CONCRETE CURB OF THE
 BM0637'BLVD., 62.5 FEET SOUTH OF THE MOST SOUTHEAST PIPE POST SUPPORTING THE
 BM0637'CHURCH SIGN, SET IN TOP OF 2 X 4 FT. LIMESTONE OUTCROP AND PROJECTING
 BM0637'2-INCHES ABOVE GROUND, ABOUT 5.0 FEET ABOVE THE BLVD.
 BM0637
 BM0637                          STATION RECOVERY (1980)
 BM0637
 BM0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0637'IN AUSTIN, 3.4 KM (2.1 MI) SOUTHWEST ALONG SOUTH LAMAR BOULEVARD (U.S.
 BM0637'HIGHWAY 290 BUSINESS) FROM THE SOUTH END OF THE BRIDGE OVER THE
 BM0637'COLORADO RIVER, 46.3 METERS (152 FT) NORTH-NORTHWEST OF THE NORTH
 BM0637'CORNER OF THE OFFICE AND LIBRARY PORTION OF THE FAITH UNITED METHODIST
 BM0637'CHURCH, 26.5 METERS (87.0 FT) SOUTHEAST OF THE SOUTHEAST CONCRETE CURB
 BM0637'OF THE BOULEVARD, 22.6 METERS (74.0 FT) EAST OF A POWERLINE POLE,
 BM0637'15.2 METERS (50.0 FT) SOUTH OF THE SOUTHEASTERNMOST PIPE POST
 BM0637'SUPPORTING THE CHURCH SIGN, IN TOP OF A 0.6-METER X 1.2-METER
 BM0637'LIMESTONE OUTCROP.
 BM0637'THE MARK IS 0.1 M ABOVE THE GROUND.
 BM0637
 BM0637                          STATION RECOVERY (1983)
 BM0637
 BM0637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 BM0637'NOTE: DISTANCE FROM THE MOST SOUTHEAST PIPE POST SUPPORTING THE
 BM0637'CHURCH SIGN IS 49.0 FEET SOUTH, NOT 62.5 FEET. ALL OTHER DISTANCES
 BM0637'APPEAR TO BE CORRECT.
 BM0637
 BM0637                          STATION RECOVERY (1989)
 BM0637
 BM0637'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0637'RECOVERED IN GOOD CONDITION.
 BM0637
 BM0637                          STATION RECOVERY (1989)
 BM0637
 BM0637'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0637'RECOVERED IN GOOD CONDITION.
 BM0637
 BM0637                          STATION RECOVERY (1989)
 BM0637
 BM0637'RECOVERY NOTE BY US POWER SQUADRON 1989 (HWB)
 BM0637'RECOVERED IN GOOD CONDITION.
 BM0637
 BM0637                          STATION RECOVERY (1990)
 BM0637
 BM0637'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0637'RECOVERED IN GOOD CONDITION.
 BM0637
 BM0637                          STATION RECOVERY (1990)
 BM0637
 BM0637'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0637'RECOVERED IN GOOD CONDITION.
 BM0637
 BM0637                          STATION RECOVERY (1995)
 BM0637
 BM0637'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0637'MARK NOT FOUND.
 BM0637
 BM0637                          STATION RECOVERY (2003)
 BM0637
 BM0637'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1012 ***********************************************************************
 AX1012  DESIGNATION -  T 1223
 AX1012  PID         -  AX1012
 AX1012  STATE/COUNTY-  TX/FAYETTE
 AX1012  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1012
 AX1012                         *CURRENT SURVEY CONTROL
 AX1012  ___________________________________________________________________
 AX1012* NAD 83(1986)-  29 54 06.     (N)    096 49 18.     (W)     SCALED    
 AX1012* NAVD 88     -        81.827  (meters)     268.46   (feet)  ADJUSTED  
 AX1012  ___________________________________________________________________
 AX1012  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX1012  DYNAMIC HT  -          81.714 (meters)     268.09  (feet)  COMP
 AX1012  MODELED GRAV-     979,262.6   (mgal)                       NAVD 88
 AX1012  OBS GRAVITY -     979,269.2   (mgal)                       GRAV_OBS
 AX1012
 AX1012  VERT ORDER  -  FIRST     CLASS I
 AX1012
 AX1012.The horizontal coordinates were scaled from a topographic map and have
 AX1012.an estimated accuracy of +/- 6 seconds.
 AX1012
 AX1012.The orthometric height was determined by differential leveling
 AX1012.and adjusted by the National Geodetic Survey in June 1991..
 AX1012
 AX1012.The geoid height was determined by GEOID03.
 AX1012
 AX1012.The dynamic height is computed by dividing the NAVD 88
 AX1012.geopotential number by the normal gravity value computed on the
 AX1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1012.degrees latitude (g = 980.6199 gals.).
 AX1012
 AX1012.The modeled gravity was interpolated from observed gravity values.
 AX1012.The observed gravity was obtained from relative gravimeter ties
 AX1012.to the IGSN71 gravity network.
 AX1012
 AX1012;                    North         East    Units  Estimated Accuracy
 AX1012;SPC TXSC     - 4,231,190.      810,360.      MT  (+/- 180 meters Scaled)
 AX1012
 AX1012                          SUPERSEDED SURVEY CONTROL
 AX1012
 AX1012  NGVD 29 (12/23/87)   81.780  (m)          268.31   (f) ADJUSTED    1 1
 AX1012
 AX1012.Superseded values are not recommended for survey control.
 AX1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1012.See file dsdata.txt to determine how the superseded data were derived.
 AX1012
 AX1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU103098(NAD 83)
 AX1012_MARKER: DB = BENCH MARK DISK
 AX1012_SETTING: 66 = SET IN ROCK OUTCROP
 AX1012_SP_SET: ROCK OUTCROP
 AX1012_STAMPING: T 1223 1973
 AX1012_MARK LOGO: NGS   
 AX1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX1012+STABILITY: POSITION/ELEVATION WELL
 AX1012
 AX1012  HISTORY     - Date     Condition        Report By
 AX1012  HISTORY     - 1973     MONUMENTED       NGS
 AX1012  HISTORY     - 1976     GOOD             NGS
 AX1012  HISTORY     - 1976     GOOD             NGS
 AX1012  HISTORY     - 1978     GOOD             NGS
 AX1012  HISTORY     - 1986     GOOD             NGS
 AX1012  HISTORY     - 1987     GOOD             USPSQD
 AX1012
 AX1012                          STATION DESCRIPTION
 AX1012
 AX1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1012'3.65 MI E FROM LA GRANGE.
 AX1012'2.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1012'STATION AT LA GRANGE, THENCE 0.85 MILE SOUTHEAST ALONG STATE HIGHWAY
 AX1012'71, 0.35 MILE SOUTHEAST OF THE JUNCTION OF AN ASPHALT ROAD NORTHEAST
 AX1012'TO A STORE, 0.1 MILE NORTHWEST OF HIGHWAY BRIDGE OVER ROCKY CREEK, IN
 AX1012'THE TOP OF A SAND STONE OUTCROP. 45 FEET NORTHEAST OF THE CENTER LINE
 AX1012'OF THE HIGHWAY, 39 FEET NORTHWEST OF THE CENTER LINE OF A DRIVE
 AX1012'NORTHEAST TO WHEATS WELDING AND MACHIENE SHOP, 21.3 FEET NORTHWEST OF
 AX1012'THE CENTER OF THE NORTHWEST END OF A 36-INCH CONCRETE PIPE CULVERT,
 AX1012'1.9 FEET NORTHEAST OF A WITNESS POST THAT IS DRILLED IN THE OUTCROP,
 AX1012'AND ABOUT LEVEL WITH THE HIGHWAY.
 AX1012
 AX1012                          STATION RECOVERY (1976)
 AX1012
 AX1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1012'RECOVERED IN GOOD CONDITION.
 AX1012
 AX1012                          STATION RECOVERY (1976)
 AX1012
 AX1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1012'RECOVERED IN GOOD CONDITION.
 AX1012
 AX1012                          STATION RECOVERY (1978)
 AX1012
 AX1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1012'RECOVERED IN GOOD CONDITION.
 AX1012
 AX1012                          STATION RECOVERY (1986)
 AX1012
 AX1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1012'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX1012'THAT THE WELDING SHOP REFERRED TO THEREIN IS NOW EMPIRE AUTO SALES.
 AX1012'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AX1012
 AX1012                          STATION RECOVERY (1987)
 AX1012
 AX1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0522 ***********************************************************************
 BM0522  DESIGNATION -  T 1225
 BM0522  PID         -  BM0522
 BM0522  STATE/COUNTY-  TX/BASTROP
 BM0522  USGS QUAD   -  BASTROP (1982)
 BM0522
 BM0522                         *CURRENT SURVEY CONTROL
 BM0522  ___________________________________________________________________
 BM0522* NAD 83(1986)-  30 06 38.     (N)    097 20 31.     (W)     SCALED    
 BM0522* NAVD 88     -       109.612  (meters)     359.62   (feet)  ADJUSTED  
 BM0522  ___________________________________________________________________
 BM0522  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0522  DYNAMIC HT  -         109.464 (meters)     359.13  (feet)  COMP
 BM0522  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 BM0522
 BM0522  VERT ORDER  -  FIRST     CLASS I
 BM0522
 BM0522.The horizontal coordinates were scaled from a topographic map and have
 BM0522.an estimated accuracy of +/- 6 seconds.
 BM0522
 BM0522.The orthometric height was determined by differential leveling
 BM0522.and adjusted by the National Geodetic Survey in June 1991..
 BM0522.WARNING-Repeat measurements at this control monument indicate possible
 BM0522.vertical movement.
 BM0522
 BM0522.The geoid height was determined by GEOID03.
 BM0522
 BM0522.The dynamic height is computed by dividing the NAVD 88
 BM0522.geopotential number by the normal gravity value computed on the
 BM0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0522.degrees latitude (g = 980.6199 gals.).
 BM0522
 BM0522.The modeled gravity was interpolated from observed gravity values.
 BM0522
 BM0522;                    North         East    Units  Estimated Accuracy
 BM0522;SPC TX C     - 3,053,090.      988,270.      MT  (+/- 180 meters Scaled)
 BM0522
 BM0522                          SUPERSEDED SURVEY CONTROL
 BM0522
 BM0522  NGVD 29 (??/??/92)  109.549  (m)          359.41   (f) ADJ UNCH    1 1
 BM0522
 BM0522.Superseded values are not recommended for survey control.
 BM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0522.See file dsdata.txt to determine how the superseded data were derived.
 BM0522
 BM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU597321(NAD 83)
 BM0522_MARKER: DB = BENCH MARK DISK
 BM0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0522_SP_SET: ROD
 BM0522_STAMPING: T 1225-1973
 BM0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0522
 BM0522  HISTORY     - Date     Condition        Report By
 BM0522  HISTORY     - 1973     MONUMENTED       NGS
 BM0522  HISTORY     - 1978     GOOD             NGS
 BM0522  HISTORY     - 1989     GOOD             USPSQD
 BM0522  HISTORY     - 1990     GOOD             USPSQD
 BM0522  HISTORY     - 1991     GOOD             USPSQD
 BM0522  HISTORY     - 19951226 GOOD             USPSQD
 BM0522  HISTORY     - 19990522 GOOD             USPSQD
 BM0522  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 BM0522
 BM0522                          STATION DESCRIPTION
 BM0522
 BM0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0522'1.6 MI W FROM BASTROP.
 BM0522'ABOUT 0.3 MILES SOUTH ALONG PECAN STREET FROM THE COUNTY COURTHOUSE AT
 BM0522'BASTROP, THENCE 1.3 MILES WEST ALONG STATE HIGHWAY 71, 085 MILES EAST
 BM0522'OF THE JUNCTION OF STATE HIGHWAY 304 LEADING SOUTH, 195.0 SOUTHEAST OF
 BM0522'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A TRIPLE CANNEL
 BM0522'CULVERT, 113.0 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF THE
 BM0522'HIGHWAY, 61.0 FEET WEST OF A POWER POLE WITH THE LINE CROSSING OVER
 BM0522'THE HIGHWAY, 2.0 FEET NORTH OF A FENCE, 1.0 MILES WEST OF U 1225, 0.8
 BM0522'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 BM0522'OF THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER
 BM0522'COATED STEEL ROD FLUSH WITH THE GROUND AND FASTENED TO A BASE PLATE.
 BM0522'THE MARK IS PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 1-INCH.
 BM0522
 BM0522                          STATION RECOVERY (1978)
 BM0522
 BM0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0522'RECOVERED IN GOOD CONDITION.
 BM0522
 BM0522                          STATION RECOVERY (1989)
 BM0522
 BM0522'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0522'RECOVERED IN GOOD CONDITION.
 BM0522
 BM0522                          STATION RECOVERY (1990)
 BM0522
 BM0522'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0522'RECOVERED IN GOOD CONDITION.
 BM0522
 BM0522                          STATION RECOVERY (1991)
 BM0522
 BM0522'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0522'RECOVERED IN GOOD CONDITION.
 BM0522
 BM0522                          STATION RECOVERY (1995)
 BM0522
 BM0522'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0522'RECOVERED IN GOOD CONDITION.
 BM0522
 BM0522                          STATION RECOVERY (1999)
 BM0522
 BM0522'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0522'RECOVERED IN GOOD CONDITION.
 BM0522
 BM0522                          STATION RECOVERY (2004)
 BM0522
 BM0522'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVS)
 BM0522'MAJOR CONSTRUCTION HAS PROBABLY DESTROYED THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1016 ***********************************************************************
 AW1016  DESIGNATION -  T 1226
 AW1016  PID         -  AW1016
 AW1016  STATE/COUNTY-  TX/HARRIS
 AW1016  USGS QUAD   -  LEAGUE CITY (1995)
 AW1016
 AW1016                         *CURRENT SURVEY CONTROL
 AW1016  ___________________________________________________________________
 AW1016* NAD 83(1986)-  29 33 09.     (N)    095 05 48.     (W)     SCALED    
 AW1016* NAVD 88     -         4.775  (meters)      15.67   (feet)  ADJUSTED  
 AW1016  ___________________________________________________________________
 AW1016  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1016  DYNAMIC HT  -           4.768 (meters)      15.64  (feet)  COMP
 AW1016  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 AW1016
 AW1016  VERT ORDER  -  FIRST     CLASS I
 AW1016
 AW1016.The horizontal coordinates were scaled from a topographic map and have
 AW1016.an estimated accuracy of +/- 6 seconds.
 AW1016
 AW1016.The orthometric height was determined by differential leveling
 AW1016.and adjusted by the National Geodetic Survey in June 1991..
 AW1016
 AW1016.The geoid height was determined by GEOID03.
 AW1016
 AW1016.The dynamic height is computed by dividing the NAVD 88
 AW1016.geopotential number by the normal gravity value computed on the
 AW1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1016.degrees latitude (g = 980.6199 gals.).
 AW1016
 AW1016.The modeled gravity was interpolated from observed gravity values.
 AW1016
 AW1016;                    North         East    Units  Estimated Accuracy
 AW1016;SPC TXSC     - 4,196,840.      978,180.      MT  (+/- 180 meters Scaled)
 AW1016
 AW1016                          SUPERSEDED SURVEY CONTROL
 AW1016
 AW1016  NGVD 29 (12/23/87)    4.771  (m)           15.65   (f) ADJUSTED    1 1
 AW1016
 AW1016.Superseded values are not recommended for survey control.
 AW1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1016.See file dsdata.txt to determine how the superseded data were derived.
 AW1016
 AW1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN968710(NAD 83)
 AW1016_MARKER: DB = BENCH MARK DISK
 AW1016_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1016_SP_SET: COPPER-CLAD STEEL ROD
 AW1016_STAMPING: T 1226 1976
 AW1016_MARK LOGO: NGS   
 AW1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1016
 AW1016  HISTORY     - Date     Condition        Report By
 AW1016  HISTORY     - 1976     MONUMENTED       NGS
 AW1016  HISTORY     - 1978     GOOD             NGS
 AW1016  HISTORY     - 1983     GOOD             NGS
 AW1016  HISTORY     - 1987     GOOD             NGS
 AW1016  HISTORY     - 1988     GOOD             USPSQD
 AW1016  HISTORY     - 1989     GOOD             USPSQD
 AW1016  HISTORY     - 1989     GOOD             USPSQD
 AW1016  HISTORY     - 19910216 GOOD             USPSQD
 AW1016  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1016
 AW1016                          STATION DESCRIPTION
 AW1016
 AW1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1016'IN JMC.
 AW1016'ABOUT 0.15 MI NE ALONG SECOND STREET (MAIN ENTRANCE) FROM THE JUNCTION
 AW1016'OF NASA 1, THENCE 0.05 MI WEST ALONG A TRAIL ROAD NEXT TO AND NORTH
 AW1016'OF A CHAIN LINK FENCE, 100 FT EAST OF COMPACTION SITE BUILDING, 36 FT
 AW1016'SOUTH OF THE CENTER LINE OF A TRACK ROAD, 2 FEET NORTH OF A CHAIN LINK
 AW1016'FENCE.  ROD WAS DRIVEN TO GRADUAL REFUSAL.
 AW1016
 AW1016                          STATION RECOVERY (1978)
 AW1016
 AW1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1016'RECOVERED IN GOOD CONDITION.
 AW1016
 AW1016                          STATION RECOVERY (1983)
 AW1016
 AW1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1016'RECOVERED IN GOOD CONDITION.
 AW1016
 AW1016                          STATION RECOVERY (1987)
 AW1016
 AW1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1016'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1016'EXCEPT ADD
 AW1016'THE MARK IS 0.45 METERS  NNE FROM  A WITNESS POST
 AW1016
 AW1016                          STATION RECOVERY (1988)
 AW1016
 AW1016'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1016'RECOVERED IN GOOD CONDITION.
 AW1016
 AW1016                          STATION RECOVERY (1989)
 AW1016
 AW1016'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1016'RECOVERED IN GOOD CONDITION.
 AW1016
 AW1016                          STATION RECOVERY (1989)
 AW1016
 AW1016'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1016'RECOVERED IN GOOD CONDITION.
 AW1016
 AW1016                          STATION RECOVERY (1991)
 AW1016
 AW1016'RECOVERY NOTE BY US POWER SQUADRON 1991 (ER)
 AW1016'RECOVERED IN GOOD CONDITION.
 AW1016
 AW1016                          STATION RECOVERY (1993)
 AW1016
 AW1016'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0668 ***********************************************************************
 AN0668  DESIGNATION -  T 123
 AN0668  PID         -  AN0668
 AN0668  STATE/COUNTY-  TX/VICTORIA
 AN0668  USGS QUAD   -  VICTORIA EAST (1995)
 AN0668
 AN0668                         *CURRENT SURVEY CONTROL
 AN0668  ___________________________________________________________________
 AN0668* NAD 83(1993)-  28 45 48.04791(N)    096 56 29.50239(W)     ADJUSTED  
 AN0668* NAVD 88     -        25.11   (+/-2cm)      82.4    (feet)  VERTCON   
 AN0668  ___________________________________________________________________
 AN0668  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AN0668  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0668
 AN0668  HORZ ORDER  -  SECOND
 AN0668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0668
 AN0668.The horizontal coordinates were established by classical geodetic methods
 AN0668.and adjusted by the National Geodetic Survey in February 1996..
 AN0668
 AN0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0668.The vertical order pertains to the NGVD 29 superseded value.
 AN0668
 AN0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0668
 AN0668.The geoid height was determined by GEOID03.
 AN0668
 AN0668;                    North         East     Units Scale Factor Converg.
 AN0668;SPC TXSC     - 4,104,840.789   801,002.431   MT  0.99991264   +1 00 30.5
 AN0668;SPC TXSC     -13,467,298.49  2,627,955.48   sFT  0.99991264   +1 00 30.5
 AN0668;UTM  14      - 3,183,504.593   700,973.342   MT  1.00009847   +0 59 27.1
 AN0668
 AN0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0668!SPC TXSC     -   1.00000035  x   0.99991264  =   0.99991299
 AN0668!UTM  14      -   1.00000035  x   1.00009847  =   1.00009882
 AN0668
 AN0668                          SUPERSEDED SURVEY CONTROL
 AN0668
 AN0668  NAD 83(1986)-  28 45 48.05725(N)    096 56 29.48691(W) AD(       ) 2
 AN0668  NAD 27      -  28 45 47.08800(N)    096 56 28.53700(W) AD(       ) 2
 AN0668  NGVD 29 (??/??/92)   25.21   (m)           82.7    (f) COMPUTED    2 0
 AN0668
 AN0668.Superseded values are not recommended for survey control.
 AN0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0668.See file dsdata.txt to determine how the superseded data were derived.
 AN0668
 AN0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0097383505(NAD 83)
 AN0668_MARKER: DB = BENCH MARK DISK
 AN0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0668_SP_SET: CULVERT
 AN0668_STAMPING: T-123 1933
 AN0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0668
 AN0668  HISTORY     - Date     Condition        Report By
 AN0668  HISTORY     - 1933     MONUMENTED       CGS
 AN0668  HISTORY     - 1943     GOOD             CGS
 AN0668
 AN0668                          STATION DESCRIPTION
 AN0668
 AN0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN0668'4.7 MI SE FROM VICTORIA.
 AN0668'ALONG THE TEXAS AND NEW ORLEANS R.R. 1.5 MILES NORTHWEST OF GUADALUPE
 AN0668'AND 9 POLES SOUTHEAST OF M.P. 23 AND ABOUT 100 FT. WEST OF THE
 AN0668'CENTERLINE OF THE TRACKS ON THE SOUTH END OF THE EAST HEADWALL OF
 AN0668'TRIPLE 4 X 4 FT. BOX HIGHWAY CULVERT ON THE NORTH SIDE OF THE ROAD
 AN0668'CROSSING AND OPPOSITE R.R. CULVERT 22 C.
 AN0668
 AN0668                          STATION RECOVERY (1943)
 AN0668
 AN0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN0668'THIS TRAVERSE STATION IS A BENCH MARK OF THE U.S.C. AND G.S.
 AN0668'STAMPED T123 1933.  THE MARK IS LOCATED ON THE N SIDE OF U.S.
 AN0668'HIGHWAY 87, ON THE E END OF THE CURBING OF A LARGE CULVERT,
 AN0668'16 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 87, 27 FEET W
 AN0668'OF THE CENTER LINE OF THE GRAVEL ROAD LEADING N.  THE MARK
 AN0668'WAS TIED INTO STATION GUAD BY DISTANCE AND DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0317 ***********************************************************************
 EM0317  DESIGNATION -  T 123
 EM0317  PID         -  EM0317
 EM0317  STATE/COUNTY-  TX/WILBARGER
 EM0317  USGS QUAD   -  ODELL (1985)
 EM0317
 EM0317                         *CURRENT SURVEY CONTROL
 EM0317  ___________________________________________________________________
 EM0317* NAD 83(1986)-  34 18 12.     (N)    099 28 43.     (W)     SCALED    
 EM0317* NAVD 88     -       416.115  (meters)    1365.20   (feet)  ADJUSTED  
 EM0317  ___________________________________________________________________
 EM0317  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 EM0317  DYNAMIC HT  -         415.648 (meters)    1363.67  (feet)  COMP
 EM0317  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 EM0317
 EM0317  VERT ORDER  -  SECOND    CLASS 0
 EM0317
 EM0317.The horizontal coordinates were scaled from a topographic map and have
 EM0317.an estimated accuracy of +/- 6 seconds.
 EM0317
 EM0317.The orthometric height was determined by differential leveling
 EM0317.and adjusted by the National Geodetic Survey in June 1991..
 EM0317
 EM0317.The geoid height was determined by GEOID03.
 EM0317
 EM0317.The dynamic height is computed by dividing the NAVD 88
 EM0317.geopotential number by the normal gravity value computed on the
 EM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0317.degrees latitude (g = 980.6199 gals.).
 EM0317
 EM0317.The modeled gravity was interpolated from observed gravity values.
 EM0317
 EM0317;                    North         East    Units  Estimated Accuracy
 EM0317;SPC TXNC     - 2,292,830.      509,910.      MT  (+/- 180 meters Scaled)
 EM0317
 EM0317                          SUPERSEDED SURVEY CONTROL
 EM0317
 EM0317  NGVD 29 (??/??/92)  415.965  (m)         1364.71   (f) ADJ UNCH    2 0
 EM0317
 EM0317.Superseded values are not recommended for survey control.
 EM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0317.See file dsdata.txt to determine how the superseded data were derived.
 EM0317
 EM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC559958(NAD 83)
 EM0317_MARKER: DB = BENCH MARK DISK
 EM0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0317_STAMPING: T 123 1961
 EM0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0317+STABILITY: SURFACE MOTION
 EM0317
 EM0317  HISTORY     - Date     Condition        Report By
 EM0317  HISTORY     - 1961     MONUMENTED       CGS
 EM0317  HISTORY     - 1982     GOOD             LOCSUR
 EM0317
 EM0317                          STATION DESCRIPTION
 EM0317
 EM0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0317'5.0 MI NE FROM CHILLICOTHE.
 EM0317'5.0 MILES NORTH AND EAST ALONG FARM ROAD 91 FROM THE JUNCTION OF U.S.
 EM0317'HIGHWAY 287 AND FARM ROAD 91 IN CHILLICOTHE, 40 FEET NORTH OF THE
 EM0317'CENTER OF THE FARM ROAD, 1.5 FEET SOUTHEAST OF A FENCE CORNER, 1.5
 EM0317'FEET EAST OF THE WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT
 EM0317'IS FLUSH AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 EM0317
 EM0317                          STATION RECOVERY (1982)
 EM0317
 EM0317'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 EM0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0669 ***********************************************************************
 AN0669  DESIGNATION -  T 123 RESET 1959
 AN0669  PID         -  AN0669
 AN0669  STATE/COUNTY-  TX/VICTORIA
 AN0669  USGS QUAD   -  VICTORIA EAST (1995)
 AN0669
 AN0669                         *CURRENT SURVEY CONTROL
 AN0669  ___________________________________________________________________
 AN0669* NAD 83(1986)-  28 45 48.     (N)    096 56 23.     (W)     SCALED    
 AN0669* NAVD 88     -        24.32   (+/-2cm)      79.8    (feet)  VERTCON   
 AN0669  ___________________________________________________________________
 AN0669  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0669
 AN0669  VERT ORDER  -  THIRD (See Below)
 AN0669
 AN0669.The horizontal coordinates were scaled from a topographic map and have
 AN0669.an estimated accuracy of +/- 6 seconds.
 AN0669
 AN0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0669.The vertical order pertains to the NGVD 29 superseded value.
 AN0669
 AN0669.The geoid height was determined by GEOID03.
 AN0669
 AN0669;                    North         East    Units  Estimated Accuracy
 AN0669;SPC TXSC     - 4,104,840.      801,180.      MT  (+/- 180 meters Scaled)
 AN0669
 AN0669                          SUPERSEDED SURVEY CONTROL
 AN0669
 AN0669  NGVD 29 (??/??/??)   24.42   (m)           80.1    (f) RESET       3  
 AN0669
 AN0669.Superseded values are not recommended for survey control.
 AN0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0669.See file dsdata.txt to determine how the superseded data were derived.
 AN0669
 AN0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS011835(NAD 83)
 AN0669_MARKER: DB = BENCH MARK DISK
 AN0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0669_STAMPING: T 123 RESET 1959
 AN0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0669+STABILITY: SURFACE MOTION
 AN0669
 AN0669  HISTORY     - Date     Condition        Report By
 AN0669  HISTORY     - 1959     MONUMENTED       CGS
 AN0669  HISTORY     - 1990     GOOD             USPSQD
 AN0669  HISTORY     - 19910428 GOOD             USPSQD
 AN0669
 AN0669                          STATION DESCRIPTION
 AN0669
 AN0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN0669'4.8 MI SE FROM VICTORIA.
 AN0669'ABOUT 4.8 MILES SOUTHEAST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY
 AN0669'NO.87 AT THE JUNCTION OF A T ROAD TO THE NORTHEAST.  IT IS ABOUT 22
 AN0669'YARDS NORTH EAST OF THE CENTERLINE OF THE TRACKS, AND CULVERT NO.2270,
 AN0669'10 YARDS NORTH WEST OF THE CENTERLINE OF THE ROAD TO THE NORTHEAST AND
 AN0669'4 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE CORNER. IT IS 9
 AN0669'POLES SOUTHEAST OF MP NO. 23.  A STANDARD DISK STAMPED T 123 RESET
 AN0669'1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 AN0669
 AN0669                          STATION RECOVERY (1990)
 AN0669
 AN0669'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0669'RECOVERED IN GOOD CONDITION.
 AN0669
 AN0669                          STATION RECOVERY (1991)
 AN0669
 AN0669'RECOVERY NOTE BY US POWER SQUADRON 1991 (JSC)
 AN0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0636 ***********************************************************************
 AW0636  DESIGNATION -  T 1237
 AW0636  PID         -  AW0636
 AW0636  STATE/COUNTY-  TX/GALVESTON
 AW0636  USGS QUAD   -  SEA ISLE (1974)
 AW0636
 AW0636                         *CURRENT SURVEY CONTROL
 AW0636  ___________________________________________________________________
 AW0636* NAD 83(1986)-  29 08 55.     (N)    095 01 47.     (W)     SCALED    
 AW0636* NAVD 88     -         2.821  (meters)       9.26   (feet)  ADJUSTED  
 AW0636  ___________________________________________________________________
 AW0636  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AW0636  DYNAMIC HT  -           2.817 (meters)       9.24  (feet)  COMP
 AW0636  MODELED GRAV-     979,249.6   (mgal)                       NAVD 88
 AW0636
 AW0636  VERT ORDER  -  FIRST     CLASS I
 AW0636
 AW0636.The horizontal coordinates were scaled from a topographic map and have
 AW0636.an estimated accuracy of +/- 6 seconds.
 AW0636
 AW0636.The orthometric height was determined by differential leveling
 AW0636.and adjusted by the National Geodetic Survey in June 1991..
 AW0636
 AW0636.The geoid height was determined by GEOID03.
 AW0636
 AW0636.The dynamic height is computed by dividing the NAVD 88
 AW0636.geopotential number by the normal gravity value computed on the
 AW0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0636.degrees latitude (g = 980.6199 gals.).
 AW0636
 AW0636.The modeled gravity was interpolated from observed gravity values.
 AW0636
 AW0636;                    North         East    Units  Estimated Accuracy
 AW0636;SPC TXSC     - 4,152,320.      986,180.      MT  (+/- 180 meters Scaled)
 AW0636
 AW0636                          SUPERSEDED SURVEY CONTROL
 AW0636
 AW0636  NGVD 29 (12/23/87)    2.818  (m)            9.25   (f) ADJUSTED    1 1
 AW0636
 AW0636.Superseded values are not recommended for survey control.
 AW0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0636.See file dsdata.txt to determine how the superseded data were derived.
 AW0636
 AW0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN025261(NAD 83)
 AW0636_MARKER: DB = BENCH MARK DISK
 AW0636_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0636_SP_SET: GALVANIZED STEEL ROD
 AW0636_STAMPING: T 1237 1978
 AW0636_MARK LOGO: NGS   
 AW0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0636+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 AW0636
 AW0636  HISTORY     - Date     Condition        Report By
 AW0636  HISTORY     - 1978     MONUMENTED       NGS
 AW0636  HISTORY     - 1987     GOOD             USPSQD
 AW0636  HISTORY     - 1987     GOOD             NGS
 AW0636  HISTORY     - 1988     GOOD             USPSQD
 AW0636  HISTORY     - 1989     GOOD             USPSQD
 AW0636  HISTORY     - 1990     GOOD             USPSQD
 AW0636  HISTORY     - 19910518 GOOD             USPSQD
 AW0636  HISTORY     - 19940915 GOOD             USPSQD
 AW0636  HISTORY     - 20040403 GOOD             USPSQD
 AW0636  HISTORY     - 20051218 GOOD             USPSQD
 AW0636
 AW0636                          STATION DESCRIPTION
 AW0636
 AW0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0636'4.3 MI SW FROM JAMAICA BEACH.
 AW0636'4.2 MILES SOUTHWEST ALONG FM 3005 (SAN LUIS PASS ROAD) FROM THE
 AW0636'JUNCTION OF BUCCANEER DRIVE IN THE SMALL VILLAGE OF JAMAICA BEACH,
 AW0636'AT THE JUNCTION OF A ROAD LEADING NORTHWEST, 6.6 MILES NORTHEAST
 AW0636'ALONG FM 3005 FROM THE TOLL BOOTH AT SAN LUIS PASS BRIDGE (NORTH END),
 AW0636'60 FT. NORTHWEST OF FM 3005, 36 FT. SOUTH OF THE SOUTH CORNER OF A
 AW0636'CATTLE GUARD, 13 FT. WEST OF A POWERLINE POLE, 1 FT. SOUTHEAST OF A
 AW0636'FENCELINE.
 AW0636
 AW0636                          STATION RECOVERY (1987)
 AW0636
 AW0636'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0636'RECOVERED IN GOOD CONDITION.
 AW0636
 AW0636                          STATION RECOVERY (1987)
 AW0636
 AW0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0636'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--4.6 M
 AW0636'(15.1 FT) SOUTHWEST OF UTILITY POLE NUMBER 175, AND
 AW0636'THE MARK IS 0.6 METERS  NE FROM  WITNESS POST
 AW0636
 AW0636                          STATION RECOVERY (1988)
 AW0636
 AW0636'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0636'RECOVERED IN GOOD CONDITION.
 AW0636
 AW0636                          STATION RECOVERY (1989)
 AW0636
 AW0636'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0636'RECOVERED IN GOOD CONDITION.
 AW0636
 AW0636                          STATION RECOVERY (1990)
 AW0636
 AW0636'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0636'RECOVERED IN GOOD CONDITION.
 AW0636
 AW0636                          STATION RECOVERY (1991)
 AW0636
 AW0636'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0636'RECOVERED IN GOOD CONDITION.
 AW0636
 AW0636                          STATION RECOVERY (1994)
 AW0636
 AW0636'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0636'RECOVERED IN GOOD CONDITION.
 AW0636
 AW0636                          STATION RECOVERY (2004)
 AW0636
 AW0636'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0636'WITNESS IS THERE BUT SIGN IS MISSING, POWER POLE NUBER IS 19713.
 AW0636
 AW0636                          STATION RECOVERY (2005)
 AW0636
 AW0636'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0636'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1486 ***********************************************************************
 AW1486  DESIGNATION -  T 1241
 AW1486  PID         -  AW1486
 AW1486  STATE/COUNTY-  TX/CHAMBERS
 AW1486  USGS QUAD   -  COVE (1993)
 AW1486
 AW1486                         *CURRENT SURVEY CONTROL
 AW1486  ___________________________________________________________________
 AW1486* NAD 83(1986)-  29 49 21.     (N)    094 48 46.     (W)     SCALED    
 AW1486* NAVD 88     -         9.52   (+/-2cm)      31.2    (feet)  VERTCON   
 AW1486  ___________________________________________________________________
 AW1486  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW1486
 AW1486  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1486
 AW1486.The horizontal coordinates were scaled from a topographic map and have
 AW1486.an estimated accuracy of +/- 6 seconds.
 AW1486
 AW1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1486.The vertical order pertains to the NGVD 29 superseded value.
 AW1486
 AW1486.The geoid height was determined by GEOID03.
 AW1486
 AW1486;                    North         East    Units  Estimated Accuracy
 AW1486;SPC TXSC     - 4,227,700.    1,004,600.      MT  (+/- 180 meters Scaled)
 AW1486
 AW1486                          SUPERSEDED SURVEY CONTROL
 AW1486
 AW1486  NGVD 29 (??/??/92)    9.525  (m)           31.25   (f) ADJ UNCH    1 2
 AW1486
 AW1486.Superseded values are not recommended for survey control.
 AW1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1486.See file dsdata.txt to determine how the superseded data were derived.
 AW1486
 AW1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP248004(NAD 83)
 AW1486_MARKER: DB = BENCH MARK DISK
 AW1486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1486_SP_SET: CULVERT HEADWALL
 AW1486_STAMPING: T 1241 1978
 AW1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1486
 AW1486  HISTORY     - Date     Condition        Report By
 AW1486  HISTORY     - 1978     MONUMENTED       NGS
 AW1486  HISTORY     - 19891115 MARK NOT FOUND   USPSQD
 AW1486  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1486  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW1486  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1486
 AW1486                          STATION DESCRIPTION
 AW1486
 AW1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1486'1.8 MI SW FROM COVE.
 AW1486'ABOUT 1.8 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE-
 AW1486'10 OVERPASS AT COVE, IN THE SOUTH END OF THE SOUTHWEST 4X9 BOX
 AW1486'CULVERT IN THE HEADWALL, 162 FEET SOUTHWEST OF A POWER POLE WITH
 AW1486'A TRANSFORMER, 72 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 20 FEET
 AW1486'SOUTHWEST OF THE CENTERLINE OF ROAD, AND 9 FEET SOUTH OF HIGHWAY
 AW1486'REFLECTOR POST FOR THE CULVERT.
 AW1486
 AW1486                          STATION RECOVERY (1989)
 AW1486
 AW1486'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 AW1486'MARK NOT FOUND.
 AW1486
 AW1486                          STATION RECOVERY (1990)
 AW1486
 AW1486'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1486'MARK NOT FOUND.
 AW1486
 AW1486                          STATION RECOVERY (1996)
 AW1486
 AW1486'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1486'MARK NOT FOUND.
 AW1486
 AW1486                          STATION RECOVERY (2001)
 AW1486
 AW1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1385 ***********************************************************************
 AW1385  DESIGNATION -  T 1242
 AW1385  PID         -  AW1385
 AW1385  STATE/COUNTY-  TX/GALVESTON
 AW1385  USGS QUAD   -  HIGH ISLAND (1994)
 AW1385
 AW1385                         *CURRENT SURVEY CONTROL
 AW1385  ___________________________________________________________________
 AW1385* NAD 83(1986)-  29 32 08.     (N)    094 25 25.     (W)     SCALED    
 AW1385* NAVD 88     -         1.27   (+/-2cm)       4.2    (feet)  VERTCON   
 AW1385  ___________________________________________________________________
 AW1385  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1385
 AW1385  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1385
 AW1385.The horizontal coordinates were scaled from a topographic map and have
 AW1385.an estimated accuracy of +/- 6 seconds.
 AW1385
 AW1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1385.The vertical order pertains to the NGVD 29 superseded value.
 AW1385
 AW1385.The geoid height was determined by GEOID03.
 AW1385
 AW1385;                    North         East    Units  Estimated Accuracy
 AW1385;SPC TXSC     - 4,197,330.    1,043,430.      MT  (+/- 180 meters Scaled)
 AW1385
 AW1385                          SUPERSEDED SURVEY CONTROL
 AW1385
 AW1385  NGVD 29 (??/??/92)    1.275  (m)            4.18   (f) ADJ UNCH    1 2
 AW1385
 AW1385.Superseded values are not recommended for survey control.
 AW1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1385.See file dsdata.txt to determine how the superseded data were derived.
 AW1385
 AW1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN620681(NAD 83)
 AW1385_MARKER: DB = BENCH MARK DISK
 AW1385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1385_SP_SET: CULVERT
 AW1385_STAMPING: T 1242 1978
 AW1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1385
 AW1385  HISTORY     - Date     Condition        Report By
 AW1385  HISTORY     - 1978     MONUMENTED       NGS
 AW1385  HISTORY     - 19890307 MARK NOT FOUND   USPSQD
 AW1385  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1385  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1385
 AW1385                          STATION DESCRIPTION
 AW1385
 AW1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1385'4.1 MI NE FROM GILCHRIST.
 AW1385'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1385'OFFICE AT GILCHRIST, SET IN THE NORTHEAST END OF A 3X12 FOOT
 AW1385'CONCRETE BOX CULVERT HEADWALL, 156 FEET SOUTH OF POWER POLE
 AW1385'NUMBER 175 69, 111 FEET NORTH OF POWER POLE NUMBER 175 70, AND 33
 AW1385'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY.
 AW1385
 AW1385                          STATION RECOVERY (1989)
 AW1385
 AW1385'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1385'MARK NOT FOUND.
 AW1385
 AW1385                          STATION RECOVERY (1994)
 AW1385
 AW1385'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1385'MARK NOT FOUND.
 AW1385
 AW1385                          STATION RECOVERY (1995)
 AW1385
 AW1385'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1397 ***********************************************************************
 AW1397  DESIGNATION -  T 1243
 AW1397  PID         -  AW1397
 AW1397  STATE/COUNTY-  TX/CHAMBERS
 AW1397  USGS QUAD   -  WHITES RANCH (1993)
 AW1397
 AW1397                         *CURRENT SURVEY CONTROL
 AW1397  ___________________________________________________________________
 AW1397* NAD 83(1986)-  29 38 18.     (N)    094 22 20.     (W)     SCALED    
 AW1397* NAVD 88     -         0.76   (+/-2cm)       2.5    (feet)  VERTCON   
 AW1397  ___________________________________________________________________
 AW1397  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1397
 AW1397  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1397
 AW1397.The horizontal coordinates were scaled from a topographic map and have
 AW1397.an estimated accuracy of +/- 6 seconds.
 AW1397
 AW1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1397.The vertical order pertains to the NGVD 29 superseded value.
 AW1397
 AW1397.The geoid height was determined by GEOID03.
 AW1397
 AW1397;                    North         East    Units  Estimated Accuracy
 AW1397;SPC TXSC     - 4,208,910.    1,047,960.      MT  (+/- 180 meters Scaled)
 AW1397
 AW1397                          SUPERSEDED SURVEY CONTROL
 AW1397
 AW1397  NGVD 29 (??/??/92)    0.756  (m)            2.48   (f) ADJ UNCH    1 2
 AW1397
 AW1397.Superseded values are not recommended for survey control.
 AW1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1397.See file dsdata.txt to determine how the superseded data were derived.
 AW1397
 AW1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN671794(NAD 83)
 AW1397_MARKER: DB = BENCH MARK DISK
 AW1397_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1397_SP_SET: GALVANIZED STEEL ROD
 AW1397_STAMPING: T 1243 1978
 AW1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1397+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW1397
 AW1397  HISTORY     - Date     Condition        Report By
 AW1397  HISTORY     - 1978     MONUMENTED       NGS
 AW1397  HISTORY     - 19961125 GOOD             USPSQD
 AW1397  HISTORY     - 19980202 GOOD             USPSQD
 AW1397  HISTORY     - 20010331 GOOD             NGS
 AW1397  HISTORY     - 20031022 GOOD             USPSQD
 AW1397  HISTORY     - 20050310 GOOD             USPSQD
 AW1397
 AW1397                          STATION DESCRIPTION
 AW1397
 AW1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1397'5.6 MI NORTH FROM HIGH ISLAND.
 AW1397'ABOUT 5.6 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST
 AW1397'OFFICE AT HIGH ISLAND, 69 FEET WEST OF CENTERLINE OF HIGHWAY,
 AW1397'45 FEET NORTHEAST OF THE NORTHEAST EDGE OF A SMALL SQUARE LAKE,
 AW1397'4 FEET EAST OF A FENCE, AND 2 FEET SOUTH OF A POLE.
 AW1397
 AW1397                          STATION RECOVERY (1996)
 AW1397
 AW1397'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1397'RECOVERED IN GOOD CONDITION.
 AW1397
 AW1397                          STATION RECOVERY (1998)
 AW1397
 AW1397'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1397'RECOVERED IN GOOD CONDITION.
 AW1397
 AW1397                          STATION RECOVERY (2001)
 AW1397
 AW1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1397'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1397
 AW1397                          STATION RECOVERY (2003)
 AW1397
 AW1397'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW1397'RECOVERED IN GOOD CONDITION.
 AW1397
 AW1397                          STATION RECOVERY (2005)
 AW1397
 AW1397'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1716 ***********************************************************************
 AW1716  DESIGNATION -  T 1244
 AW1716  PID         -  AW1716
 AW1716  STATE/COUNTY-  TX/HARRIS
 AW1716  USGS QUAD   -  PASADENA (1995)
 AW1716
 AW1716                         *CURRENT SURVEY CONTROL
 AW1716  ___________________________________________________________________
 AW1716* NAD 83(1986)-  29 42 46.     (N)    095 10 15.     (W)     SCALED    
 AW1716* NAVD 88     -         8.641  (meters)      28.35   (feet)  ADJUSTED  
 AW1716  ___________________________________________________________________
 AW1716  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1716  DYNAMIC HT  -           8.629 (meters)      28.31  (feet)  COMP
 AW1716  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 AW1716
 AW1716  VERT ORDER  -  FIRST     CLASS II
 AW1716
 AW1716.The horizontal coordinates were scaled from a topographic map and have
 AW1716.an estimated accuracy of +/- 6 seconds.
 AW1716
 AW1716.The orthometric height was determined by differential leveling
 AW1716.and adjusted by the National Geodetic Survey in June 1991..
 AW1716
 AW1716.The geoid height was determined by GEOID03.
 AW1716
 AW1716.The dynamic height is computed by dividing the NAVD 88
 AW1716.geopotential number by the normal gravity value computed on the
 AW1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1716.degrees latitude (g = 980.6199 gals.).
 AW1716
 AW1716.The modeled gravity was interpolated from observed gravity values.
 AW1716
 AW1716;                    North         East    Units  Estimated Accuracy
 AW1716;SPC TXSC     - 4,214,360.      970,410.      MT  (+/- 180 meters Scaled)
 AW1716
 AW1716                          SUPERSEDED SURVEY CONTROL
 AW1716
 AW1716  NGVD 29 (12/23/87)    8.638  (m)           28.34   (f) ADJUSTED    1 2
 AW1716
 AW1716.Superseded values are not recommended for survey control.
 AW1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1716.See file dsdata.txt to determine how the superseded data were derived.
 AW1716
 AW1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN900889(NAD 83)
 AW1716_MARKER: DB = BENCH MARK DISK
 AW1716_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1716_SP_SET: UNSPECIFIED DEEP
 AW1716_STAMPING: T 1244 1978
 AW1716_MARK LOGO: NGS   
 AW1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1716+STABILITY: SURFACE MOTION
 AW1716
 AW1716  HISTORY     - Date     Condition        Report By
 AW1716  HISTORY     - 1978     MONUMENTED       NGS
 AW1716  HISTORY     - 1983     GOOD             NGS
 AW1716  HISTORY     - 1986     GOOD             NGS
 AW1716  HISTORY     - 1987     GOOD             USPSQD
 AW1716  HISTORY     - 1987     GOOD             USPSQD
 AW1716  HISTORY     - 1989     GOOD             USPSQD
 AW1716  HISTORY     - 1989     GOOD             USPSQD
 AW1716  HISTORY     - 1989     GOOD             USPSQD
 AW1716  HISTORY     - 1990     GOOD             USPSQD
 AW1716  HISTORY     - 1990     GOOD             USPSQD
 AW1716  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW1716  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1716  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1716  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW1716
 AW1716                          STATION DESCRIPTION
 AW1716
 AW1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1716'3.0 MI EAST FROM PASADENA.
 AW1716'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 225 FROM THE RICHEY STREET
 AW1716'OVERPASS IN PASADENA ON THE NORTH SIDE OF THE PASADENA FREEWAY.
 AW1716'90 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 AW1716'FREEWAY, 51 FEET WEST OF THE CENTERLINE OF SOUTH STREET, 5 FEET
 AW1716'WEST OF A POWER POLE, 1 FOOT NORTH OF A CATCH BASIN, AND 0.5 FEET
 AW1716'WEST OF THE WEST CURB OF SOUTH STREET.
 AW1716
 AW1716                          STATION RECOVERY (1983)
 AW1716
 AW1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1716'RECOVERED IN GOOD CONDITION.  NOTE, SHOULD READ 15.5 METERS (51.0 FT)
 AW1716'EAST OF THE CENTERLINE OF SOUTH STREET, AND 0.3 METER (0.5 FT) EAST OF
 AW1716'THE EAST CURB OF STREET, AND 1.8 METERS (6.0 FT) WEST OF A FENCE LINE.
 AW1716
 AW1716                          STATION RECOVERY (1986)
 AW1716
 AW1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1716'RECOVERED IN GOOD CONDITION.
 AW1716
 AW1716                          STATION RECOVERY (1987)
 AW1716
 AW1716'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1716'RECOVERED IN GOOD CONDITION.
 AW1716
 AW1716                          STATION RECOVERY (1987)
 AW1716
 AW1716'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1716'RECOVERED IN GOOD CONDITION.
 AW1716
 AW1716                          STATION RECOVERY (1989)
 AW1716
 AW1716'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1716'RECOVERED IN GOOD CONDITION.
 AW1716
 AW1716                          STATION RECOVERY (1989)
 AW1716
 AW1716'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1716'RECOVERED IN GOOD CONDITION.
 AW1716
 AW1716                          STATION RECOVERY (1989)
 AW1716
 AW1716'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1716'RECOVERED IN GOOD CONDITION.
 AW1716
 AW1716                          STATION RECOVERY (1990)
 AW1716
 AW1716'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1716'RECOVERED IN GOOD CONDITION.
 AW1716
 AW1716                          STATION RECOVERY (1990)
 AW1716
 AW1716'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1716'RECOVERED IN GOOD CONDITION.
 AW1716
 AW1716                          STATION RECOVERY (1998)
 AW1716
 AW1716'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1716'MARK NOT FOUND.
 AW1716
 AW1716                          STATION RECOVERY (2002)
 AW1716
 AW1716'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 AW1716'MARK NOT FOUND.
 AW1716
 AW1716                          STATION RECOVERY (2002)
 AW1716
 AW1716'RECOVERY NOTE BY US POWER SQUADRON 2002 (PM)
 AW1716'MARK NOT FOUND.
 AW1716
 AW1716                          STATION RECOVERY (2004)
 AW1716
 AW1716'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1267 ***********************************************************************
 AW1267  DESIGNATION -  T 1245
 AW1267  PID         -  AW1267
 AW1267  STATE/COUNTY-  TX/HARRIS
 AW1267  USGS QUAD   -  LA PORTE (1982)
 AW1267
 AW1267                         *CURRENT SURVEY CONTROL
 AW1267  ___________________________________________________________________
 AW1267* NAD 83(1986)-  29 38 31.     (N)    095 06 51.     (W)     SCALED    
 AW1267* NAVD 88     -         7.107  (meters)      23.32   (feet)  ADJUSTED  
 AW1267  ___________________________________________________________________
 AW1267  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW1267  DYNAMIC HT  -           7.097 (meters)      23.28  (feet)  COMP
 AW1267  MODELED GRAV-     979,278.2   (mgal)                       NAVD 88
 AW1267
 AW1267  VERT ORDER  -  FIRST     CLASS II
 AW1267
 AW1267.The horizontal coordinates were scaled from a topographic map and have
 AW1267.an estimated accuracy of +/- 6 seconds.
 AW1267
 AW1267.The orthometric height was determined by differential leveling
 AW1267.and adjusted by the National Geodetic Survey in June 1991..
 AW1267
 AW1267.The geoid height was determined by GEOID03.
 AW1267
 AW1267.The dynamic height is computed by dividing the NAVD 88
 AW1267.geopotential number by the normal gravity value computed on the
 AW1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1267.degrees latitude (g = 980.6199 gals.).
 AW1267
 AW1267.The modeled gravity was interpolated from observed gravity values.
 AW1267
 AW1267;                    North         East    Units  Estimated Accuracy
 AW1267;SPC TXSC     - 4,206,690.      976,150.      MT  (+/- 180 meters Scaled)
 AW1267
 AW1267                          SUPERSEDED SURVEY CONTROL
 AW1267
 AW1267  NGVD 29 (12/23/87)    7.104  (m)           23.31   (f) ADJUSTED    1 2
 AW1267
 AW1267.Superseded values are not recommended for survey control.
 AW1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1267.See file dsdata.txt to determine how the superseded data were derived.
 AW1267
 AW1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN953809(NAD 83)
 AW1267_MARKER: DB = BENCH MARK DISK
 AW1267_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1267+WITH SETTING: PAVEMENT
 AW1267_SP_SET: GUARDRAIL OF BRIDGE
 AW1267_STAMPING: T 1245 1978
 AW1267_MARK LOGO: NGS   
 AW1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1267+STABILITY: SURFACE MOTION
 AW1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1267+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1267
 AW1267  HISTORY     - Date     Condition        Report By
 AW1267  HISTORY     - 1978     MONUMENTED       NGS
 AW1267  HISTORY     - 1986     GOOD             NGS
 AW1267  HISTORY     - 1987     GOOD             USPSQD
 AW1267  HISTORY     - 1989     GOOD             USPSQD
 AW1267  HISTORY     - 1989     GOOD             USPSQD
 AW1267  HISTORY     - 1989     GOOD             USPSQD
 AW1267  HISTORY     - 1989     GOOD             USPSQD
 AW1267  HISTORY     - 1990     GOOD             USPSQD
 AW1267  HISTORY     - 1990     GOOD             USPSQD
 AW1267  HISTORY     - 19970927 GOOD             USPSQD
 AW1267  HISTORY     - 19991113 GOOD             USPSQD
 AW1267  HISTORY     - 20010331 GOOD             NGS
 AW1267  HISTORY     - 20020308 GOOD             USPSQD
 AW1267  HISTORY     - 20020311 GOOD             USPSQD
 AW1267  HISTORY     - 20040505 GOOD             USPSQD
 AW1267  HISTORY     - 20050705 GOOD             USPSQD
 AW1267
 AW1267                          STATION DESCRIPTION
 AW1267
 AW1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1267'6.2 MI NE FROM GENOA.
 AW1267'ABOUT 5.7 MILES EAST ALONG GENOA-RED BLUFF ROAD, FROM THE GALVESTON,
 AW1267'HOUSTON AND HENDERSON RAILROAD STATION IN GENOA, AND THENCE 0.5
 AW1267'MILE NORTHWEST ALONG RED BLUFF ROAD.  SET IN THE TOP OF THE NORTHEAST
 AW1267'END EAST OF ONE OF TWO BRIDGES OVER WILLOW SPRINGS BAYOU.  18 FEET
 AW1267'NORTHEAST OF THE CENTER OF RED BLUFF ROAD, 17 FEET SOUTHWEST OF A
 AW1267'FENCE CORNER, 15 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER, AND
 AW1267'1 FOOT SOUTH OF THE NORTH END.
 AW1267
 AW1267                          STATION RECOVERY (1986)
 AW1267
 AW1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (1987)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (1989)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (1989)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (1989)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (1989)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (1990)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (1990)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (1997)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (1999)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (2001)
 AW1267
 AW1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1267'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1267
 AW1267                          STATION RECOVERY (2002)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (2002)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (2004)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1267'RECOVERED IN GOOD CONDITION.
 AW1267
 AW1267                          STATION RECOVERY (2005)
 AW1267
 AW1267'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0887 ***********************************************************************
 AW0887  DESIGNATION -  T 1246
 AW0887  PID         -  AW0887
 AW0887  STATE/COUNTY-  TX/HARRIS
 AW0887  USGS QUAD   -  PARK PLACE (1995)
 AW0887
 AW0887                         *CURRENT SURVEY CONTROL
 AW0887  ___________________________________________________________________
 AW0887* NAD 83(1986)-  29 44 20.     (N)    095 16 39.     (W)     SCALED    
 AW0887* NAVD 88     -         4.369  (meters)      14.33   (feet)  ADJUSTED  
 AW0887  ___________________________________________________________________
 AW0887  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0887  DYNAMIC HT  -           4.363 (meters)      14.31  (feet)  COMP
 AW0887  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW0887
 AW0887  VERT ORDER  -  FIRST     CLASS II
 AW0887
 AW0887.The horizontal coordinates were scaled from a topographic map and have
 AW0887.an estimated accuracy of +/- 6 seconds.
 AW0887
 AW0887.The orthometric height was determined by differential leveling
 AW0887.and adjusted by the National Geodetic Survey in June 1991..
 AW0887
 AW0887.The geoid height was determined by GEOID03.
 AW0887
 AW0887.The dynamic height is computed by dividing the NAVD 88
 AW0887.geopotential number by the normal gravity value computed on the
 AW0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0887.degrees latitude (g = 980.6199 gals.).
 AW0887
 AW0887.The modeled gravity was interpolated from observed gravity values.
 AW0887
 AW0887;                    North         East    Units  Estimated Accuracy
 AW0887;SPC TXSC     - 4,216,920.      960,010.      MT  (+/- 180 meters Scaled)
 AW0887
 AW0887                          SUPERSEDED SURVEY CONTROL
 AW0887
 AW0887  NGVD 29 (12/23/87)    4.366  (m)           14.32   (f) ADJUSTED    1 2
 AW0887
 AW0887.Superseded values are not recommended for survey control.
 AW0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0887.See file dsdata.txt to determine how the superseded data were derived.
 AW0887
 AW0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN797920(NAD 83)
 AW0887_MARKER: DB = BENCH MARK DISK
 AW0887_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0887+WITH SETTING: PAVEMENT
 AW0887_SP_SET: LOADING DOCK
 AW0887_STAMPING: T 1246 1978
 AW0887_MARK LOGO: NGS   
 AW0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0887+STABILITY: SURFACE MOTION
 AW0887
 AW0887  HISTORY     - Date     Condition        Report By
 AW0887  HISTORY     - 1978     MONUMENTED       NGS
 AW0887  HISTORY     - 1986     GOOD             NGS
 AW0887  HISTORY     - 1989     GOOD             USPSQD
 AW0887  HISTORY     - 19910902 GOOD             USPSQD
 AW0887  HISTORY     - 19950624 GOOD             USPSQD
 AW0887
 AW0887                          STATION DESCRIPTION
 AW0887
 AW0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0887'0.8 MI SE FROM HOUSTON.
 AW0887'ABOUT 0.8 MILE SOUTH-SOUTHEAST ALONG A PAVED ROAD (LOWER DOCK ROAD)
 AW0887'FROM THE PORT TERMINAL BUILDING IN HOUSTON, ON THE NORTHEAST SIDE OF
 AW0887'THE HOUSTON TURNING BASIN, SET IN THE NORTHWEST CORNER OF THE SOUTH
 AW0887'LOADING DOCK OF WAREHOUSE 21-A WEST, 45 FEET WEST OF THE CENTER OF THE
 AW0887'WEST DOOR, 36 FEET NORTH OF THE NORTH RAIL, AND 1 FOOT SOUTH OF THE
 AW0887'SOUTHWEST CORNER OF THE WAREHOUSE WALL.
 AW0887
 AW0887                          STATION RECOVERY (1986)
 AW0887
 AW0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0887'RECOVERED IN GOOD CONDITION.
 AW0887
 AW0887                          STATION RECOVERY (1989)
 AW0887
 AW0887'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0887'RECOVERED IN GOOD CONDITION.
 AW0887
 AW0887                          STATION RECOVERY (1991)
 AW0887
 AW0887'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW0887'RECOVERED IN GOOD CONDITION.
 AW0887
 AW0887                          STATION RECOVERY (1995)
 AW0887
 AW0887'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0723 ***********************************************************************
 AW0723  DESIGNATION -  T 1247
 AW0723  PID         -  AW0723
 AW0723  STATE/COUNTY-  TX/LIBERTY
 AW0723  USGS QUAD   -  SHEEKS (1993)
 AW0723
 AW0723                         *CURRENT SURVEY CONTROL
 AW0723  ___________________________________________________________________
 AW0723* NAD 83(1986)-  29 55 34.     (N)    094 57 01.     (W)     SCALED    
 AW0723* NAVD 88     -        15.31   (+/-2cm)      50.2    (feet)  VERTCON   
 AW0723  ___________________________________________________________________
 AW0723  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW0723
 AW0723  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0723
 AW0723.The horizontal coordinates were scaled from a topographic map and have
 AW0723.an estimated accuracy of +/- 6 seconds.
 AW0723
 AW0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0723.The vertical order pertains to the NGVD 29 superseded value.
 AW0723
 AW0723.The geoid height was determined by GEOID03.
 AW0723
 AW0723;                    North         East    Units  Estimated Accuracy
 AW0723;SPC TX C     - 3,041,340.    1,219,600.      MT  (+/- 180 meters Scaled)
 AW0723
 AW0723                          SUPERSEDED SURVEY CONTROL
 AW0723
 AW0723  NGVD 29 (??/??/92)   15.313  (m)           50.24   (f) ADJ UNCH    1 2
 AW0723
 AW0723.Superseded values are not recommended for survey control.
 AW0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0723.See file dsdata.txt to determine how the superseded data were derived.
 AW0723
 AW0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP117121(NAD 83)
 AW0723_MARKER: DB = BENCH MARK DISK
 AW0723_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0723_SP_SET: DEEP ROD TO A DEPTH OF 32 FEET
 AW0723_STAMPING: T 1247 1978
 AW0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0723+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0723
 AW0723  HISTORY     - Date     Condition        Report By
 AW0723  HISTORY     - 1978     MONUMENTED       NGS
 AW0723  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0723  HISTORY     - 20040317 GOOD             USPSQD
 AW0723
 AW0723                          STATION DESCRIPTION
 AW0723
 AW0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0723'10.4 MI SW FROM DAYTON.
 AW0723'6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE WILSON
 AW0723'JUNIOR HIGH SCHOOL AT DAYTON, THENCE 2.3 MILES SOUTH ALONG
 AW0723'FARM ROAD 1413, THENCE 2.1 MILES SOUTH ALONG HATCHERVILLE ROAD
 AW0723'AT A DRIVEWAY LEADING WEST, 28 FEET WEST OF CENTERLINE OF
 AW0723'HATCHERVILLE ROAD, 4.6 FEET SOUTHEAST OF SOUTH END OF A METAL
 AW0723'GATE, 6 FEET WEST OF A CULVERT UNDER DRIVEWAY AND 1 FOOT NORTH
 AW0723'OF A FENCE POST.
 AW0723'DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 AW0723'A FOUR INCH PLASTIC SCREW PLUG.
 AW0723
 AW0723                          STATION RECOVERY (1989)
 AW0723
 AW0723'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0723'MARK NOT FOUND.
 AW0723
 AW0723                          STATION RECOVERY (2004)
 AW0723
 AW0723'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0723'GO TO N29 55 34.2 W094 57 00.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1827 ***********************************************************************
 BL1827  DESIGNATION -  T 1248
 BL1827  PID         -  BL1827
 BL1827  STATE/COUNTY-  TX/LIBERTY
 BL1827  USGS QUAD   -  DAYTON (1984)
 BL1827
 BL1827                         *CURRENT SURVEY CONTROL
 BL1827  ___________________________________________________________________
 BL1827* NAD 83(1986)-  30 02 47.     (N)    094 55 09.     (W)     SCALED    
 BL1827* NAVD 88     -        24.61   (+/-2cm)      80.7    (feet)  VERTCON   
 BL1827  ___________________________________________________________________
 BL1827  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1827
 BL1827  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1827
 BL1827.The horizontal coordinates were scaled from a topographic map and have
 BL1827.an estimated accuracy of +/- 6 seconds.
 BL1827
 BL1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1827.The vertical order pertains to the NGVD 29 superseded value.
 BL1827
 BL1827.The geoid height was determined by GEOID03.
 BL1827
 BL1827;                    North         East    Units  Estimated Accuracy
 BL1827;SPC TX C     - 3,054,800.    1,221,950.      MT  (+/- 180 meters Scaled)
 BL1827
 BL1827                          SUPERSEDED SURVEY CONTROL
 BL1827
 BL1827  NGVD 29 (??/??/92)   24.612  (m)           80.75   (f) ADJ UNCH    1 2
 BL1827
 BL1827.Superseded values are not recommended for survey control.
 BL1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1827.See file dsdata.txt to determine how the superseded data were derived.
 BL1827
 BL1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP149254(NAD 83)
 BL1827_MARKER: DB = BENCH MARK DISK
 BL1827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1827_SP_SET: BOX CULVERT
 BL1827_STAMPING: T 1248 1978
 BL1827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1827+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL1827
 BL1827  HISTORY     - Date     Condition        Report By
 BL1827  HISTORY     - 1978     MONUMENTED       NGS
 BL1827  HISTORY     - 19960413 GOOD             USPSQD
 BL1827  HISTORY     - 20040316 GOOD             USPSQD
 BL1827
 BL1827                          STATION DESCRIPTION
 BL1827
 BL1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1827'1.8 MI WEST FROM DAYTON.
 BL1827'1.8 MILES WEST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1827'HIGHWAY 321 AT DAYTON AND SET IN TOP OF THE NORTHEAST CORNER OF
 BL1827'A DOUBLE 6X8 BOX CULVERT, 0.05 MILE EAST OF A ONE STORY BRICK
 BL1827'HOUSE AND PINE TREES. 39.6 FEET NORTH OF THE CENTERLINE OF
 BL1827'FARM ROAD 1960 AND 12 FEET WEST OF THE EAST END OF THE HEADWALL.
 BL1827
 BL1827                          STATION RECOVERY (1996)
 BL1827
 BL1827'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1827'RECOVERED IN GOOD CONDITION.
 BL1827
 BL1827                          STATION RECOVERY (2004)
 BL1827
 BL1827'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1871 ***********************************************************************
 BL1871  DESIGNATION -  T 1250
 BL1871  PID         -  BL1871
 BL1871  STATE/COUNTY-  TX/MONTGOMERY
 BL1871  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1871
 BL1871                         *CURRENT SURVEY CONTROL
 BL1871  ___________________________________________________________________
 BL1871* NAD 83(1986)-  30 11 09.     (N)    095 42 33.     (W)     SCALED    
 BL1871* NAVD 88     -        78.15   (+/-2cm)     256.4    (feet)  VERTCON   
 BL1871  ___________________________________________________________________
 BL1871  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1871
 BL1871  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1871
 BL1871.The horizontal coordinates were scaled from a topographic map and have
 BL1871.an estimated accuracy of +/- 6 seconds.
 BL1871
 BL1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1871.The vertical order pertains to the NGVD 29 superseded value.
 BL1871
 BL1871.The geoid height was determined by GEOID03.
 BL1871
 BL1871;                    North         East    Units  Estimated Accuracy
 BL1871;SPC TX C     - 3,066,810.    1,145,200.      MT  (+/- 180 meters Scaled)
 BL1871
 BL1871                          SUPERSEDED SURVEY CONTROL
 BL1871
 BL1871  NGVD 29 (04/06/79)   78.146  (m)          256.38   (f) ADJUSTED    1 2
 BL1871
 BL1871.Superseded values are not recommended for survey control.
 BL1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1871.See file dsdata.txt to determine how the superseded data were derived.
 BL1871
 BL1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP391424(NAD 83)
 BL1871_MARKER: DB = BENCH MARK DISK
 BL1871_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1871_SP_SET: STAINLESS STEEL ROD
 BL1871_STAMPING: T 1250 1978
 BL1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1871
 BL1871  HISTORY     - Date     Condition        Report By
 BL1871  HISTORY     - 1978     MONUMENTED       NGS
 BL1871
 BL1871                          STATION DESCRIPTION
 BL1871
 BL1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1871'2.9 MI SE FROM MAGNOLIA.
 BL1871'ABOUT 2.9 MILES SOUTHEAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM
 BL1871'THE CROSSING OF MAGNOLIA CONROE ROAD IN MAGNOLIA.  SET ON THE NORTH
 BL1871'CORNER OF THE INTERSECTION OF FARM ROAD 1774 AND A PAVED ROAD LEADING
 BL1871'NORTHEAST AT A POWER LINE CROSSING, 58 FEET NORTHWEST OF THE
 BL1871'CENTERLINE OF THE PAVED ROAD LEADING NORTHEAST, 43 FEET NORTHEAST OF
 BL1871'THE CENTERLINE OF FARM ROAD 1774, 33.5 FEET SOUTHWEST OF THE
 BL1871'SOUTHWEST RAIL, AND 2.5 FEET NORTHWEST OF A TELEPHONE POLE.  DISK IS
 BL1871'SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 BL1871'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2181 ***********************************************************************
 AW2181  DESIGNATION -  T 1251
 AW2181  PID         -  AW2181
 AW2181  STATE/COUNTY-  TX/HARRIS
 AW2181  USGS QUAD   -  KATY (1980)
 AW2181
 AW2181                         *CURRENT SURVEY CONTROL
 AW2181  ___________________________________________________________________
 AW2181* NAD 83(1986)-  29 52 29.     (N)    095 51 27.     (W)     SCALED    
 AW2181* NAVD 88     -        52.03   (+/-2cm)     170.7    (feet)  VERTCON   
 AW2181  ___________________________________________________________________
 AW2181  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW2181
 AW2181  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2181
 AW2181.The horizontal coordinates were scaled from a topographic map and have
 AW2181.an estimated accuracy of +/- 6 seconds.
 AW2181
 AW2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2181.The vertical order pertains to the NGVD 29 superseded value.
 AW2181
 AW2181.The geoid height was determined by GEOID03.
 AW2181
 AW2181;                    North         East    Units  Estimated Accuracy
 AW2181;SPC TXSC     - 4,230,320.      903,520.      MT  (+/- 180 meters Scaled)
 AW2181
 AW2181                          SUPERSEDED SURVEY CONTROL
 AW2181
 AW2181  NGVD 29 (04/06/79)   52.020  (m)          170.67   (f) ADJUSTED    1 2
 AW2181
 AW2181.Superseded values are not recommended for survey control.
 AW2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2181.See file dsdata.txt to determine how the superseded data were derived.
 AW2181
 AW2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP239083(NAD 83)
 AW2181_MARKER: DB = BENCH MARK DISK
 AW2181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2181_SP_SET: HEADWALL
 AW2181_STAMPING: T 1251 1978
 AW2181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2181+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2181
 AW2181  HISTORY     - Date     Condition        Report By
 AW2181  HISTORY     - 1978     MONUMENTED       NGS
 AW2181  HISTORY     - 1987     GOOD             USPSQD
 AW2181  HISTORY     - 20041014 GOOD             USPSQD
 AW2181
 AW2181                          STATION DESCRIPTION
 AW2181
 AW2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2181'8.1 MI NW FROM KATY.
 AW2181'6.1 MILES SOUTH ALONG KATY HOCKLEY ROAD FROM THE JUNCTION OF U.S.
 AW2181'HIGHWAY 90 AND AVENUE D IN KATY, AND THENCE 2.0 MILES WEST ALONG
 AW2181'FARM ROAD (FM) 529.  SET IN THE EAST END OF THE NORTH HEADWALL TO
 AW2181'A DOUBLE 36 INCH PIPE CULVERT, 23 FEET NORTH OF THE CENTERLINE OF
 AW2181'FARM ROAD 529, 14 FEET WEST OF THE CENTER OF A DIRT ROAD LEADING
 AW2181'NORTH, AND 0.6 FOOT WEST OF THE EAST END OF THE HEADWALL.
 AW2181
 AW2181                          STATION RECOVERY (1987)
 AW2181
 AW2181'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2181'RECOVERED IN GOOD CONDITION.
 AW2181
 AW2181                          STATION RECOVERY (2004)
 AW2181
 AW2181'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2181'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1847 ***********************************************************************
 BL1847  DESIGNATION -  T 1252
 BL1847  PID         -  BL1847
 BL1847  STATE/COUNTY-  TX/WALLER
 BL1847  USGS QUAD   -  WALLER (1980)
 BL1847
 BL1847                         *CURRENT SURVEY CONTROL
 BL1847  ___________________________________________________________________
 BL1847* NAD 83(1986)-  30 02 11.     (N)    095 54 29.     (W)     SCALED    
 BL1847* NAVD 88     -        77.86   (+/-2cm)     255.4    (feet)  VERTCON   
 BL1847  ___________________________________________________________________
 BL1847  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL1847
 BL1847  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1847
 BL1847.The horizontal coordinates were scaled from a topographic map and have
 BL1847.an estimated accuracy of +/- 6 seconds.
 BL1847
 BL1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1847.The vertical order pertains to the NGVD 29 superseded value.
 BL1847
 BL1847.The geoid height was determined by GEOID03.
 BL1847
 BL1847;                    North         East    Units  Estimated Accuracy
 BL1847;SPC TXSC     - 4,248,100.      898,170.      MT  (+/- 180 meters Scaled)
 BL1847
 BL1847                          SUPERSEDED SURVEY CONTROL
 BL1847
 BL1847  NGVD 29 (04/06/79)   77.851  (m)          255.42   (f) ADJUSTED    1 2
 BL1847
 BL1847.Superseded values are not recommended for survey control.
 BL1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1847.See file dsdata.txt to determine how the superseded data were derived.
 BL1847
 BL1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP195263(NAD 83)
 BL1847_MARKER: DB = BENCH MARK DISK
 BL1847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1847_SP_SET: STAINLESS STEEL ROD
 BL1847_STAMPING: T 1252 1978
 BL1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1847+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 BL1847
 BL1847  HISTORY     - Date     Condition        Report By
 BL1847  HISTORY     - 1978     MONUMENTED       NGS
 BL1847  HISTORY     - 19990715 GOOD             USPSQD
 BL1847  HISTORY     - 20050813 GOOD             GEOCAC
 BL1847
 BL1847                          STATION DESCRIPTION
 BL1847
 BL1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1847'2.2 MI SE FROM WALLER.
 BL1847'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS INTERSECTION
 BL1847'WITH ALLIANCE STREET IN WALLER, AND THENCE 1.0 MILE SOUTH ALONG MATHIS
 BL1847'ROAD, AT THE NORTHWEST CORNER OF THE MATHIS CEMETERY, 79.5 FEET SOUTH
 BL1847'OF THE CENTERLINE OF BURTON CEMETERY ROAD, 32 FEET EAST OF THE
 BL1847'CENTERLINE OF MATHIS ROAD, 8.5 FEET NORTH OF A 20 FOOT CYPRESS TREE,
 BL1847'AND 1.2 FEET WEST OF THE WEST FENCE OF THE CEMETERY.  DISK IS LEVEL
 BL1847'WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC
 BL1847'SCREW PLUG.
 BL1847
 BL1847                          STATION RECOVERY (1999)
 BL1847
 BL1847'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1847'RECOVERED IN GOOD CONDITION.
 BL1847
 BL1847                          STATION RECOVERY (2005)
 BL1847
 BL1847'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1847'DISK APPEARS TO BE STAMPED L 1252
 BL1847'LAT/LON BY HANDHELD GPS(NAD83) N30 02 10.3 W095 54 29.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0089 ***********************************************************************
 AM0089  DESIGNATION -  T 1255
 AM0089  PID         -  AM0089
 AM0089  STATE/COUNTY-  TX/BRAZORIA
 AM0089  USGS QUAD   -  FREEPORT (1974)
 AM0089
 AM0089                         *CURRENT SURVEY CONTROL
 AM0089  ___________________________________________________________________
 AM0089* NAD 83(1986)-  28 58 06.     (N)    095 18 32.     (W)     SCALED    
 AM0089* NAVD 88     -         2.67   (+/-2cm)       8.8    (feet)  VERTCON   
 AM0089  ___________________________________________________________________
 AM0089  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AM0089
 AM0089  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0089
 AM0089.The horizontal coordinates were scaled from a topographic map and have
 AM0089.an estimated accuracy of +/- 6 seconds.
 AM0089
 AM0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0089.The vertical order pertains to the NGVD 29 superseded value.
 AM0089
 AM0089.The geoid height was determined by GEOID03.
 AM0089
 AM0089;                    North         East    Units  Estimated Accuracy
 AM0089;SPC TXSC     - 4,131,470.      959,670.      MT  (+/- 180 meters Scaled)
 AM0089
 AM0089                          SUPERSEDED SURVEY CONTROL
 AM0089
 AM0089  NGVD 29 (??/??/92)    2.686  (m)            8.81   (f) ADJ UNCH    1 1
 AM0089
 AM0089.Superseded values are not recommended for survey control.
 AM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0089.See file dsdata.txt to determine how the superseded data were derived.
 AM0089
 AM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN750066(NAD 83)
 AM0089_MARKER: DB = BENCH MARK DISK
 AM0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0089_SP_SET: MANHOLE
 AM0089_STAMPING: T 1255 1978
 AM0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0089+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0089
 AM0089  HISTORY     - Date     Condition        Report By
 AM0089  HISTORY     - 1978     MONUMENTED       NGS
 AM0089  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AM0089  HISTORY     - 1990     GOOD             USPSQD
 AM0089  HISTORY     - 19950501 GOOD             USPSQD
 AM0089  HISTORY     - 20050218 GOOD             USPSQD
 AM0089
 AM0089                          STATION DESCRIPTION
 AM0089
 AM0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0089'1.7 MI NW FROM SURFSIDE.
 AM0089'1.75 MILES NORTHWEST ALONG STATE HIGHWAY 332 FROM ITS JUNCTION
 AM0089'OF COUNTY ROAD 257 AT SURFSIDE, 62 FT NORTHEAST OF THE CENTERLINE
 AM0089'OF STATE HIGHWAY 332, 19 FT NORTHEAST OF A GUARD RAIL, 42 FT
 AM0089'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 106 FT SOUTHWEST
 AM0089'OF THE SOUTHWEST CORNER OF THE EVANS BROTHERS BAIT STAND, SET
 AM0089'IN THE TOP OF THE NORTHEAST END OF A 4 FT DIAMETER MANHOLE.
 AM0089
 AM0089                          STATION RECOVERY (1989)
 AM0089
 AM0089'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0089'MARK NOT FOUND.
 AM0089
 AM0089                          STATION RECOVERY (1990)
 AM0089
 AM0089'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AM0089'RECOVERED IN GOOD CONDITION.
 AM0089
 AM0089                          STATION RECOVERY (1995)
 AM0089
 AM0089'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0089'RECOVERED IN GOOD CONDITION.
 AM0089
 AM0089                          STATION RECOVERY (2005)
 AM0089
 AM0089'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0089'GO TO N29 58 03.1 W095 18 29.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0136 ***********************************************************************
 AM0136  DESIGNATION -  T 1256
 AM0136  PID         -  AM0136
 AM0136  STATE/COUNTY-  TX/MATAGORDA
 AM0136  USGS QUAD   -  WADSWORTH (1972)
 AM0136
 AM0136                         *CURRENT SURVEY CONTROL
 AM0136  ___________________________________________________________________
 AM0136* NAD 83(1986)-  28 45 27.     (N)    095 55 55.     (W)     SCALED    
 AM0136* NAVD 88     -         2.46   (+/-2cm)       8.1    (feet)  VERTCON   
 AM0136  ___________________________________________________________________
 AM0136  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AM0136
 AM0136  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0136
 AM0136.The horizontal coordinates were scaled from a topographic map and have
 AM0136.an estimated accuracy of +/- 6 seconds.
 AM0136
 AM0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0136.The vertical order pertains to the NGVD 29 superseded value.
 AM0136
 AM0136.The geoid height was determined by GEOID03.
 AM0136
 AM0136;                    North         East    Units  Estimated Accuracy
 AM0136;SPC TXSC     - 4,106,350.      899,580.      MT  (+/- 180 meters Scaled)
 AM0136
 AM0136                          SUPERSEDED SURVEY CONTROL
 AM0136
 AM0136  NGVD 29 (??/??/92)    2.507  (m)            8.22   (f) ADJ UNCH    1 1
 AM0136
 AM0136.Superseded values are not recommended for survey control.
 AM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0136.See file dsdata.txt to determine how the superseded data were derived.
 AM0136
 AM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM136846(NAD 83)
 AM0136_MARKER: DB = BENCH MARK DISK
 AM0136_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0136_SP_SET: STAINLESS STEEL ROD
 AM0136_STAMPING: T 1256 1978
 AM0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0136+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0136
 AM0136  HISTORY     - Date     Condition        Report By
 AM0136  HISTORY     - 1978     MONUMENTED       NGS
 AM0136  HISTORY     - 20060316 GOOD             USPSQD
 AM0136
 AM0136                          STATION DESCRIPTION
 AM0136
 AM0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0136'5.75 MI NE FROM MATAGORDA.
 AM0136'4.95 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AM0136'MATAGRDA, THENCE 0.8 MILE EAST ALONG OLD GULF ROAD, 40 FT. NORTH
 AM0136'OF THE CENTER LINE OF THE ROAD, 1 FT. EAST OF A TELEPHONE POLE.
 AM0136
 AM0136                          STATION RECOVERY (2006)
 AM0136
 AM0136'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0136'FOUND AS DESCRIBED.  METAL WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0178 ***********************************************************************
 AH0178  DESIGNATION -  T 1257
 AH0178  PID         -  AH0178
 AH0178  STATE/COUNTY-  TX/NUECES
 AH0178  USGS QUAD   -  PORT ARANSAS (1975)
 AH0178
 AH0178                         *CURRENT SURVEY CONTROL
 AH0178  ___________________________________________________________________
 AH0178* NAD 83(1986)-  27 50 54.     (N)    097 04 26.     (W)     SCALED    
 AH0178* NAVD 88     -         3.509  (meters)      11.51   (feet)  ADJUSTED  
 AH0178  ___________________________________________________________________
 AH0178  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH0178  DYNAMIC HT  -           3.504 (meters)      11.50  (feet)  COMP
 AH0178  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 AH0178
 AH0178  VERT ORDER  -  FIRST     CLASS I
 AH0178
 AH0178.The horizontal coordinates were scaled from a topographic map and have
 AH0178.an estimated accuracy of +/- 6 seconds.
 AH0178
 AH0178.The orthometric height was determined by differential leveling
 AH0178.and adjusted by the National Geodetic Survey in December 1997..
 AH0178
 AH0178.The geoid height was determined by GEOID03.
 AH0178
 AH0178.The dynamic height is computed by dividing the NAVD 88
 AH0178.geopotential number by the normal gravity value computed on the
 AH0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0178.degrees latitude (g = 980.6199 gals.).
 AH0178
 AH0178.The modeled gravity was interpolated from observed gravity values.
 AH0178
 AH0178;                    North         East    Units  Estimated Accuracy
 AH0178;SPC TX S     - 5,242,510.      440,470.      MT  (+/- 180 meters Scaled)
 AH0178
 AH0178                          SUPERSEDED SURVEY CONTROL
 AH0178
 AH0178  NAVD 88 (06/15/91)    3.522  (m)           11.56   (f) UNKNOWN     1 1
 AH0178
 AH0178.Superseded values are not recommended for survey control.
 AH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0178.See file dsdata.txt to determine how the superseded data were derived.
 AH0178
 AH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR896818(NAD 83)
 AH0178_MARKER: DV = VERTICAL CONTROL DISK
 AH0178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0178_SP_SET: STAINLESS STEEL ROD
 AH0178_STAMPING: T 1257 1978
 AH0178_MARK LOGO: NGS   
 AH0178_MAGNETIC: I = MARKER IS A STEEL ROD
 AH0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0178+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0178
 AH0178  HISTORY     - Date     Condition        Report By
 AH0178  HISTORY     - 1978     MONUMENTED       NGS
 AH0178  HISTORY     - 1989     GOOD             USPSQD
 AH0178  HISTORY     - 19970203 GOOD             NGS
 AH0178
 AH0178                          STATION DESCRIPTION
 AH0178
 AH0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0178'5.5 MI SE FROM ARANSAS PASS.
 AH0178'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 361 FROM THE JUNCTION WITH
 AH0178'STATE HIGHWAY 35 BUSINESS IN ARANSAS PASS TO TWO LARGE STORAGE TANKS
 AH0178'BELONGING TO THE HUMBLE OIL COMPANY, AND SITE OF BENCH MARK. ALSO
 AH0178'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 361 FROM THE FERRY LANDING
 AH0178'LOCATED AT THE NORTHWEST EDGE OF CORPUS CHRISTI CHANNEL AT PORT
 AH0178'ARANSAS. 60 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 AH0178'SOUTHWEST OF A CYCLONE FNECE AND 2 FEET SOUTHEAST OF A POWERLINE
 AH0178'POLE.
 AH0178
 AH0178                          STATION RECOVERY (1989)
 AH0178
 AH0178'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0178'RECOVERED IN GOOD CONDITION.
 AH0178
 AH0178                          STATION RECOVERY (1997)
 AH0178
 AH0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0178'9.1 KM (5.65 MI) EASTERLY ALONG STATE HIGHWAY 361 FROM THE POST OFFICE
 AH0178'IN ARANSAS PASS, 18.0 M (59.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 AH0178'0.9 M (3.0 FT) SOUTHWEST OF A CHAIN-LINK FENCE, 0.6 M (2.0 FT)
 AH0178'NORTHWEST OF A WITNESS POST, 0.5 M (1.6 FT) SOUTHEAST OF A UTILITY
 AH0178'POLE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE
 AH0178'DISK IS ENCLOSED IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT)
 AH0178'BELOW THE GROUND SURFACE.  ACCESS TO THE DISK IS THROUGH A PVC SCREW
 AH0178'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0091 ***********************************************************************
 AO0091  DESIGNATION -  T 126
 AO0091  PID         -  AO0091
 AO0091  STATE/COUNTY-  TX/LIVE OAK
 AO0091  USGS QUAD   -  CALLIHAM (1967)
 AO0091
 AO0091                         *CURRENT SURVEY CONTROL
 AO0091  ___________________________________________________________________
 AO0091* NAD 83(1986)-  28 28 38.     (N)    098 19 41.     (W)     SCALED    
 AO0091* NAVD 88     -        62.395  (meters)     204.71   (feet)  ADJUSTED  
 AO0091  ___________________________________________________________________
 AO0091  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AO0091  DYNAMIC HT  -          62.302 (meters)     204.40  (feet)  COMP
 AO0091  MODELED GRAV-     979,166.3   (mgal)                       NAVD 88
 AO0091
 AO0091  VERT ORDER  -  SECOND    CLASS 0
 AO0091
 AO0091.The horizontal coordinates were scaled from a topographic map and have
 AO0091.an estimated accuracy of +/- 6 seconds.
 AO0091
 AO0091.The orthometric height was determined by differential leveling
 AO0091.and adjusted by the National Geodetic Survey in June 1991..
 AO0091
 AO0091.The geoid height was determined by GEOID03.
 AO0091
 AO0091.The dynamic height is computed by dividing the NAVD 88
 AO0091.geopotential number by the normal gravity value computed on the
 AO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0091.degrees latitude (g = 980.6199 gals.).
 AO0091
 AO0091.The modeled gravity was interpolated from observed gravity values.
 AO0091
 AO0091;                    North         East    Units  Estimated Accuracy
 AO0091;SPC TXSC     - 4,071,550.      665,800.      MT  (+/- 180 meters Scaled)
 AO0091
 AO0091                          SUPERSEDED SURVEY CONTROL
 AO0091
 AO0091  NGVD 29 (??/??/92)   62.367  (m)          204.62   (f) ADJ UNCH    2 0
 AO0091
 AO0091.Superseded values are not recommended for survey control.
 AO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0091.See file dsdata.txt to determine how the superseded data were derived.
 AO0091
 AO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS657502(NAD 83)
 AO0091_MARKER: DB = BENCH MARK DISK
 AO0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0091_STAMPING: 204.626 T 126 1933
 AO0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0091+STABILITY: SURFACE MOTION
 AO0091
 AO0091  HISTORY     - Date     Condition        Report By
 AO0091  HISTORY     - 1933     MONUMENTED       CGS
 AO0091  HISTORY     - 1952     GOOD             USGS
 AO0091
 AO0091                          STATION DESCRIPTION
 AO0091
 AO0091'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0091'1.3 MI E FROM CALLIHAM.
 AO0091'1.3 MILES EAST ALONG STATE HIGHWAY 63 FROM CALLIHAM, MCMULLEN COUNTY,
 AO0091'66 FEET SOUTH OF T-JUNCTION OF THE HIGHWAY AND A ROAD SOUTH, AND 36
 AO0091'FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED 204.626 T 126 1933
 AO0091'AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1860 ***********************************************************************
 AN1860  DESIGNATION -  T 1272
 AN1860  PID         -  AN1860
 AN1860  STATE/COUNTY-  TX/REFUGIO
 AN1860  USGS QUAD   -  CRANELL (1978)
 AN1860
 AN1860                         *CURRENT SURVEY CONTROL
 AN1860  ___________________________________________________________________
 AN1860* NAD 83(1986)-  28 08 47.     (N)    097 24 39.     (W)     SCALED    
 AN1860* NAVD 88     -        14.417  (meters)      47.30   (feet)  ADJUSTED  
 AN1860  ___________________________________________________________________
 AN1860  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN1860  DYNAMIC HT  -          14.395 (meters)      47.23  (feet)  COMP
 AN1860  MODELED GRAV-     979,143.4   (mgal)                       NAVD 88
 AN1860
 AN1860  VERT ORDER  -  FIRST     CLASS I
 AN1860
 AN1860.The horizontal coordinates were scaled from a topographic map and have
 AN1860.an estimated accuracy of +/- 6 seconds.
 AN1860
 AN1860.The orthometric height was determined by differential leveling
 AN1860.and adjusted by the National Geodetic Survey in June 1991..
 AN1860
 AN1860.The geoid height was determined by GEOID03.
 AN1860
 AN1860.The dynamic height is computed by dividing the NAVD 88
 AN1860.geopotential number by the normal gravity value computed on the
 AN1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1860.degrees latitude (g = 980.6199 gals.).
 AN1860
 AN1860.The modeled gravity was interpolated from observed gravity values.
 AN1860
 AN1860;                    North         East    Units  Estimated Accuracy
 AN1860;SPC TXSC     - 4,035,760.      756,110.      MT  (+/- 180 meters Scaled)
 AN1860
 AN1860                          SUPERSEDED SURVEY CONTROL
 AN1860
 AN1860  NGVD 29 (??/??/92)   14.587  (m)           47.86   (f) ADJ UNCH    1 1
 AN1860
 AN1860.Superseded values are not recommended for survey control.
 AN1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1860.See file dsdata.txt to determine how the superseded data were derived.
 AN1860
 AN1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS560144(NAD 83)
 AN1860_MARKER: DB = BENCH MARK DISK
 AN1860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1860_SP_SET: STAINLESS STEEL ROD
 AN1860_STAMPING: T 1272 1978
 AN1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1860
 AN1860  HISTORY     - Date     Condition        Report By
 AN1860  HISTORY     - 1978     MONUMENTED       NGS
 AN1860  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1860  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1860
 AN1860                          STATION DESCRIPTION
 AN1860
 AN1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1860'8.0 MI SW FROM WOODSBORO.
 AN1860'8.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 FROM ITS JUNCTION WITH FARM
 AN1860'ROAD 136 IN WOODSBORO, 40 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 AN1860'23 FEET NORTHWEST OF THE CENTER OF THE MISSOURI PACIFIC RAILROAD TRACK
 AN1860'AND 1 FOOT SOUTHWEST OF MILE POST 172.
 AN1860
 AN1860                          STATION RECOVERY (1990)
 AN1860
 AN1860'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1860'MARK NOT FOUND.
 AN1860
 AN1860                          STATION RECOVERY (1999)
 AN1860
 AN1860'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1854 ***********************************************************************
 AN1854  DESIGNATION -  T 1273
 AN1854  PID         -  AN1854
 AN1854  STATE/COUNTY-  TX/REFUGIO
 AN1854  USGS QUAD   -  WOODSBORO (1978)
 AN1854
 AN1854                         *CURRENT SURVEY CONTROL
 AN1854  ___________________________________________________________________
 AN1854* NAD 83(1986)-  28 14 47.     (N)    097 19 34.     (W)     SCALED    
 AN1854* NAVD 88     -        14.679  (meters)      48.16   (feet)  ADJUSTED  
 AN1854  ___________________________________________________________________
 AN1854  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1854  DYNAMIC HT  -          14.657 (meters)      48.09  (feet)  COMP
 AN1854  MODELED GRAV-     979,152.1   (mgal)                       NAVD 88
 AN1854
 AN1854  VERT ORDER  -  FIRST     CLASS I
 AN1854
 AN1854.The horizontal coordinates were scaled from a topographic map and have
 AN1854.an estimated accuracy of +/- 6 seconds.
 AN1854
 AN1854.The orthometric height was determined by differential leveling
 AN1854.and adjusted by the National Geodetic Survey in June 1991..
 AN1854
 AN1854.The geoid height was determined by GEOID03.
 AN1854
 AN1854.The dynamic height is computed by dividing the NAVD 88
 AN1854.geopotential number by the normal gravity value computed on the
 AN1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1854.degrees latitude (g = 980.6199 gals.).
 AN1854
 AN1854.The modeled gravity was interpolated from observed gravity values.
 AN1854
 AN1854;                    North         East    Units  Estimated Accuracy
 AN1854;SPC TXSC     - 4,046,960.      764,270.      MT  (+/- 180 meters Scaled)
 AN1854
 AN1854                          SUPERSEDED SURVEY CONTROL
 AN1854
 AN1854  NGVD 29 (??/??/92)   14.842  (m)           48.69   (f) ADJ UNCH    1 1
 AN1854
 AN1854.Superseded values are not recommended for survey control.
 AN1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1854.See file dsdata.txt to determine how the superseded data were derived.
 AN1854
 AN1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS642256(NAD 83)
 AN1854_MARKER: DB = BENCH MARK DISK
 AN1854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1854_SP_SET: STAINLESS STEEL ROD
 AN1854_STAMPING: T 1273 1978
 AN1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1854
 AN1854  HISTORY     - Date     Condition        Report By
 AN1854  HISTORY     - 1978     MONUMENTED       NGS
 AN1854  HISTORY     - 19990724 GOOD             USPSQD
 AN1854
 AN1854                          STATION DESCRIPTION
 AN1854
 AN1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1854'0.5 MI NE FROM WOODSBORO.
 AN1854'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF FARM
 AN1854'ROAD 136 AT WOODSBORO, ACROSS THE HIGHWAY FROM A SHAMROCK GAS STATION,
 AN1854'62 FT NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FT SOUTHWEST
 AN1854'OF A UTILITY POLE, 1 FT SOUTHEAST OF A FENCE.
 AN1854
 AN1854                          STATION RECOVERY (1999)
 AN1854
 AN1854'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0043 ***********************************************************************
 AW0043  DESIGNATION -  T 1274
 AW0043  PID         -  AW0043
 AW0043  STATE/COUNTY-  TX/BRAZORIA
 AW0043  USGS QUAD   -  OYSTER CREEK (1974)
 AW0043
 AW0043                         *CURRENT SURVEY CONTROL
 AW0043  ___________________________________________________________________
 AW0043* NAD 83(1986)-  29 06 34.     (N)    095 15 55.     (W)     SCALED    
 AW0043* NAVD 88     -         1.84   (+/-2cm)       6.0    (feet)  VERTCON   
 AW0043  ___________________________________________________________________
 AW0043  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0043
 AW0043  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0043
 AW0043.The horizontal coordinates were scaled from a topographic map and have
 AW0043.an estimated accuracy of +/- 6 seconds.
 AW0043
 AW0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0043.The vertical order pertains to the NGVD 29 superseded value.
 AW0043
 AW0043.The geoid height was determined by GEOID03.
 AW0043
 AW0043;                    North         East    Units  Estimated Accuracy
 AW0043;SPC TXSC     - 4,147,230.      963,420.      MT  (+/- 180 meters Scaled)
 AW0043
 AW0043                          SUPERSEDED SURVEY CONTROL
 AW0043
 AW0043  NGVD 29 (??/??/92)    1.850  (m)            6.07   (f) ADJ UNCH    1 1
 AW0043
 AW0043.Superseded values are not recommended for survey control.
 AW0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0043.See file dsdata.txt to determine how the superseded data were derived.
 AW0043
 AW0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN795222(NAD 83)
 AW0043_MARKER: DB = BENCH MARK DISK
 AW0043_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0043_SP_SET: GALVANIZED STEEL ROD
 AW0043_STAMPING: T 1274 1978
 AW0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0043+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0043
 AW0043  HISTORY     - Date     Condition        Report By
 AW0043  HISTORY     - 1978     MONUMENTED       NGS
 AW0043  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0043  HISTORY     - 20040319 GOOD             USPSQD
 AW0043
 AW0043                          STATION DESCRIPTION
 AW0043
 AW0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0043'13.1 MI NE FROM FREEPORT.
 AW0043'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0043'BOULEVARD AT FREEPORT, THENCE 6.3 MILES NORTHEAST ALONG COUNTY ROAD
 AW0043'227, 32 FT NORTHWEST OF THE CENTER LINE OF THE ROAD, 13 FT NORTHEAST
 AW0043'OF THE CENTER LINE OF A FIELD ENTRANCE ROAD, 1 FOOT SOUTHEAST OF A
 AW0043'FENCE.
 AW0043
 AW0043                          STATION RECOVERY (2003)
 AW0043
 AW0043'RECOVERY NOTE BY US POWER SQUADRON 2003 (AB)
 AW0043'MARK NOT FOUND.
 AW0043
 AW0043                          STATION RECOVERY (2004)
 AW0043
 AW0043'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1933 ***********************************************************************
 AW1933  DESIGNATION -  T 1276
 AW1933  PID         -  AW1933
 AW1933  STATE/COUNTY-  TX/HARRIS
 AW1933  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1933
 AW1933                         *CURRENT SURVEY CONTROL
 AW1933  ___________________________________________________________________
 AW1933* NAD 83(1986)-  29 34 44.     (N)    095 09 25.     (W)     SCALED    
 AW1933* NAVD 88     -         6.990  (meters)      22.93   (feet)  ADJUSTED  
 AW1933  ___________________________________________________________________
 AW1933  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW1933  DYNAMIC HT  -           6.981 (meters)      22.90  (feet)  COMP
 AW1933  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AW1933
 AW1933  VERT ORDER  -  FIRST     CLASS II
 AW1933
 AW1933.The horizontal coordinates were scaled from a topographic map and have
 AW1933.an estimated accuracy of +/- 6 seconds.
 AW1933
 AW1933.The orthometric height was determined by differential leveling
 AW1933.and adjusted by the National Geodetic Survey in June 1991..
 AW1933
 AW1933.The geoid height was determined by GEOID03.
 AW1933
 AW1933.The dynamic height is computed by dividing the NAVD 88
 AW1933.geopotential number by the normal gravity value computed on the
 AW1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1933.degrees latitude (g = 980.6199 gals.).
 AW1933
 AW1933.The modeled gravity was interpolated from observed gravity values.
 AW1933
 AW1933;                    North         East    Units  Estimated Accuracy
 AW1933;SPC TXSC     - 4,199,570.      972,240.      MT  (+/- 180 meters Scaled)
 AW1933
 AW1933                          SUPERSEDED SURVEY CONTROL
 AW1933
 AW1933  NGVD 29 (12/23/87)    6.987  (m)           22.92   (f) ADJUSTED    1 2
 AW1933
 AW1933.Superseded values are not recommended for survey control.
 AW1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1933.See file dsdata.txt to determine how the superseded data were derived.
 AW1933
 AW1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN910740(NAD 83)
 AW1933_MARKER: I = METAL ROD
 AW1933_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1933_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1933_STAMPING: T 1276 1978
 AW1933_MARK LOGO: NGS   
 AW1933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1933+STABILITY: POSITION/ELEVATION WELL
 AW1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1933+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AW1933
 AW1933  HISTORY     - Date     Condition        Report By
 AW1933  HISTORY     - 1978     MONUMENTED       NGS
 AW1933  HISTORY     - 1981     GOOD             NGS
 AW1933  HISTORY     - 1985     GOOD             USPSQD
 AW1933  HISTORY     - 1986     GOOD             NGS
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1987     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1988     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1989     GOOD             USPSQD
 AW1933  HISTORY     - 1990     GOOD             USPSQD
 AW1933  HISTORY     - 1990     GOOD             USPSQD
 AW1933  HISTORY     - 19940219 GOOD             USPSQD
 AW1933  HISTORY     - 20000124 MARK NOT FOUND   USPSQD
 AW1933  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1933  HISTORY     - 20050829 GOOD             USPSQD
 AW1933
 AW1933                          STATION DESCRIPTION
 AW1933
 AW1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1933'3.6 MI NW FROM WEBSTER.
 AW1933'ABOUT 3.6 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1933'NASA 1 HIGHWAY IN WEBSTER, 98 FEET NORTHWEST OF U 1276, 82.5 FEET
 AW1933'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 11 FEET SOUTHWEST OF
 AW1933'THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND HENDERSON RAILROAD.
 AW1933'THE SLEEVE IS 20 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1933
 AW1933                          STATION RECOVERY (1981)
 AW1933
 AW1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1985)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1986)
 AW1933
 AW1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1987)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1988)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (NS)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1989)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1990)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1990)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (1994)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1933'RECOVERED IN GOOD CONDITION.
 AW1933
 AW1933                          STATION RECOVERY (2000)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1933'MARK NOT FOUND.
 AW1933
 AW1933                          STATION RECOVERY (2001)
 AW1933
 AW1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1933'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1933
 AW1933                          STATION RECOVERY (2005)
 AW1933
 AW1933'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1933'GOOD CONDITION. FOUND AS DESCRIBED. N29 34 45.9 W095 09 23.2. LEFT A
 AW1933'12 INCH WIDE HOLE 10 INCHES DEEP IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2075 ***********************************************************************
 AW2075  DESIGNATION -  T 1277
 AW2075  PID         -  AW2075
 AW2075  STATE/COUNTY-  TX/HARRIS
 AW2075  USGS QUAD   -  LEAGUE CITY (1995)
 AW2075
 AW2075                         *CURRENT SURVEY CONTROL
 AW2075  ___________________________________________________________________
 AW2075* NAD 83(1986)-  29 36 45.     (N)    095 05 01.     (W)     SCALED    
 AW2075* NAVD 88     -         4.420  (meters)      14.50   (feet)  ADJUSTED  
 AW2075  ___________________________________________________________________
 AW2075  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW2075  DYNAMIC HT  -           4.413 (meters)      14.48  (feet)  COMP
 AW2075  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 AW2075
 AW2075  VERT ORDER  -  FIRST     CLASS II
 AW2075
 AW2075.The horizontal coordinates were scaled from a topographic map and have
 AW2075.an estimated accuracy of +/- 6 seconds.
 AW2075
 AW2075.The orthometric height was determined by differential leveling
 AW2075.and adjusted by the National Geodetic Survey in June 1991..
 AW2075
 AW2075.The geoid height was determined by GEOID03.
 AW2075
 AW2075.The dynamic height is computed by dividing the NAVD 88
 AW2075.geopotential number by the normal gravity value computed on the
 AW2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2075.degrees latitude (g = 980.6199 gals.).
 AW2075
 AW2075.The modeled gravity was interpolated from observed gravity values.
 AW2075
 AW2075;                    North         East    Units  Estimated Accuracy
 AW2075;SPC TXSC     - 4,203,530.      979,220.      MT  (+/- 180 meters Scaled)
 AW2075
 AW2075                          SUPERSEDED SURVEY CONTROL
 AW2075
 AW2075  NGVD 29 (12/23/87)    4.416  (m)           14.49   (f) ADJUSTED    1 2
 AW2075
 AW2075.Superseded values are not recommended for survey control.
 AW2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2075.See file dsdata.txt to determine how the superseded data were derived.
 AW2075
 AW2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN982776(NAD 83)
 AW2075_MARKER: DB = BENCH MARK DISK
 AW2075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2075_SP_SET: GUARDRAIL OF BRIDGE
 AW2075_STAMPING: T 1277 1978
 AW2075_MARK LOGO: NGS   
 AW2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2075+STABILITY: SURFACE MOTION
 AW2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2075+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW2075
 AW2075  HISTORY     - Date     Condition        Report By
 AW2075  HISTORY     - 1978     MONUMENTED       NGS
 AW2075  HISTORY     - 1987     GOOD             USPSQD
 AW2075  HISTORY     - 1987     GOOD             NGS
 AW2075  HISTORY     - 1989     GOOD             USPSQD
 AW2075  HISTORY     - 1990     GOOD             USPSQD
 AW2075  HISTORY     - 1990     GOOD             USPSQD
 AW2075  HISTORY     - 19931122 GOOD             USPSQD
 AW2075  HISTORY     - 20050116 GOOD             USPSQD
 AW2075
 AW2075                          STATION DESCRIPTION
 AW2075
 AW2075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2075'7.8 MI SE FROM GENOA.
 AW2075'ABOUT 5.7 MILES EAST ALONG GENOA-RED BLUFF ROAD FROM ITS JUNCTION WITH
 AW2075'STATE HIGHWAY 3 IN GENOA, AND THENCE 2.1 MILES SOUTHEAST ALONG RED
 AW2075'BLUFF ROAD.  SET IN TOP OF THE SOUTHWEST BRIDGE ABUTMENT OF A BRIDGE
 AW2075'OVER BIG ISLAND SLOUG, 19.7 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AW2075'SOUTH LANES OF RED BLUFF ROAD, 9.7 FEET SOUTHEAST OF A STEEL GUARD
 AW2075'RAIL, AND 1 FOOT NORTHWEST OF THE SOUTH END OF THE BRIDGE ABUTMENT.
 AW2075
 AW2075                          STATION RECOVERY (1987)
 AW2075
 AW2075'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2075'RECOVERED IN GOOD CONDITION.
 AW2075
 AW2075                          STATION RECOVERY (1987)
 AW2075
 AW2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2075'RECOVERED IN GOOD CONDITION.
 AW2075
 AW2075                          STATION RECOVERY (1989)
 AW2075
 AW2075'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW2075'RECOVERED IN GOOD CONDITION.
 AW2075
 AW2075                          STATION RECOVERY (1990)
 AW2075
 AW2075'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW2075'RECOVERED IN GOOD CONDITION.
 AW2075
 AW2075                          STATION RECOVERY (1990)
 AW2075
 AW2075'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW2075'RECOVERED IN GOOD CONDITION.
 AW2075
 AW2075                          STATION RECOVERY (1993)
 AW2075
 AW2075'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2075'RECOVERED IN GOOD CONDITION.
 AW2075
 AW2075                          STATION RECOVERY (2005)
 AW2075
 AW2075'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0218 ***********************************************************************
 AW0218  DESIGNATION -  T 1278
 AW0218  PID         -  AW0218
 AW0218  STATE/COUNTY-  TX/HARRIS
 AW0218  USGS QUAD   -  SETTEGAST (1995)
 AW0218
 AW0218                         *CURRENT SURVEY CONTROL
 AW0218  ___________________________________________________________________
 AW0218* NAD 83(1986)-  29 47 38.     (N)    095 20 25.     (W)     SCALED    
 AW0218* NAVD 88     -        14.498  (meters)      47.57   (feet)  ADJUSTED  
 AW0218  ___________________________________________________________________
 AW0218  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW0218  DYNAMIC HT  -          14.479 (meters)      47.50  (feet)  COMP
 AW0218  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 AW0218
 AW0218  VERT ORDER  -  FIRST     CLASS II
 AW0218
 AW0218.The horizontal coordinates were scaled from a topographic map and have
 AW0218.an estimated accuracy of +/- 6 seconds.
 AW0218
 AW0218.The orthometric height was determined by differential leveling
 AW0218.and adjusted by the National Geodetic Survey in September 1996..
 AW0218
 AW0218.The geoid height was determined by GEOID03.
 AW0218
 AW0218.The dynamic height is computed by dividing the NAVD 88
 AW0218.geopotential number by the normal gravity value computed on the
 AW0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0218.degrees latitude (g = 980.6199 gals.).
 AW0218
 AW0218.The modeled gravity was interpolated from observed gravity values.
 AW0218
 AW0218;                    North         East    Units  Estimated Accuracy
 AW0218;SPC TXSC     - 4,222,820.      953,750.      MT  (+/- 180 meters Scaled)
 AW0218
 AW0218                          SUPERSEDED SURVEY CONTROL
 AW0218
 AW0218  NAVD 88 (06/15/91)   14.582  (m)           47.84   (f) UNKNOWN     1 2
 AW0218  NGVD 29 (12/23/87)   14.579  (m)           47.83   (f) ADJUSTED    1 2
 AW0218
 AW0218.Superseded values are not recommended for survey control.
 AW0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0218.See file dsdata.txt to determine how the superseded data were derived.
 AW0218
 AW0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN737982(NAD 83)
 AW0218_MARKER: DV = VERTICAL CONTROL DISK
 AW0218_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0218_SP_SET: PIER
 AW0218_STAMPING: T 1278 1978
 AW0218_MARK LOGO: NGS   
 AW0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0218
 AW0218  HISTORY     - Date     Condition        Report By
 AW0218  HISTORY     - 1978     MONUMENTED       NGS
 AW0218  HISTORY     - 1986     GOOD             NGS
 AW0218  HISTORY     - 19951007 GOOD             CHANCE
 AW0218  HISTORY     - 19960204 MARK NOT FOUND   NGS
 AW0218  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW0218
 AW0218                          STATION DESCRIPTION
 AW0218
 AW0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0218'3.2 MI NW FROM HOUSTON.
 AW0218'ABOUT 2.8 MILES NORTHWEST AND NORTH ALONG THE SOUTHERN PACIFIC
 AW0218'RAILROAD FROM THE STATION IN HOUSTON, AND THENCE 0.4 MILES EAST
 AW0218'ALONG CULLINGSWORTH STREET TO THE U.S. HIGHWAY 59 OVERPASS.  SET
 AW0218'VERTICALLY IN THE WEST FACE OF THE EAST ONE OF SIX CONCRETE PILLARS,
 AW0218'141 FEET EAST OF THE EAST CURB OF EASTEX FREEWAY SOUTH, 61 FEET
 AW0218'WEST OF THE WEST CURB OF EASTEX FREEWAY NORTH, 3.5 FEET NORTH OF
 AW0218'THE NORTH CURB OF CULLINGSWORTH STREET, AND 2.5 FEET NORTH OF THE
 AW0218'NORTH GUARD RAIL.
 AW0218
 AW0218                          STATION RECOVERY (1986)
 AW0218
 AW0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0218'RECOVERED IN GOOD CONDITION.
 AW0218
 AW0218                          STATION RECOVERY (1995)
 AW0218
 AW0218'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0218'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT CHANGE NAME OF STREET
 AW0218'FROM CULLINGSWORTH TO COLLINGSWORTH.  NOTE= AREA IS CURRENTLY UNDER
 AW0218'HEAVY CONSTRUCTION.  ADDITONAL TIES AS FOLLOW.  55 FT (16.8 M) WEST OF
 AW0218'TRAFFIC SIGNAL SUPPORT POLE.  141 FT (43.0 M) EAST OF THE EAST CURB OF
 AW0218'THE EASTEX FREEWAY (SOUTHBOUND SERVICE ROAD OF HWY 59) .
 AW0218
 AW0218                          STATION RECOVERY (1996)
 AW0218
 AW0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0218'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 AW0218'DESTROYED.
 AW0218
 AW0218                          STATION RECOVERY (1996)
 AW0218
 AW0218'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2253 ***********************************************************************
 AW2253  DESIGNATION -  T 1279
 AW2253  PID         -  AW2253
 AW2253  STATE/COUNTY-  TX/HARRIS
 AW2253  USGS QUAD   -  CLODINE (1995)
 AW2253
 AW2253                         *CURRENT SURVEY CONTROL
 AW2253  ___________________________________________________________________
 AW2253* NAD 83(1986)-  29 44 43.     (N)    095 38 39.     (W)     SCALED    
 AW2253* NAVD 88     -        26.843  (meters)      88.07   (feet)  ADJUSTED  
 AW2253  ___________________________________________________________________
 AW2253  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW2253  DYNAMIC HT  -          26.807 (meters)      87.95  (feet)  COMP
 AW2253  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 AW2253
 AW2253  VERT ORDER  -  FIRST     CLASS II
 AW2253
 AW2253.The horizontal coordinates were scaled from a topographic map and have
 AW2253.an estimated accuracy of +/- 6 seconds.
 AW2253
 AW2253.The orthometric height was determined by differential leveling
 AW2253.and adjusted by the National Geodetic Survey in June 1991..
 AW2253
 AW2253.The geoid height was determined by GEOID03.
 AW2253
 AW2253.The dynamic height is computed by dividing the NAVD 88
 AW2253.geopotential number by the normal gravity value computed on the
 AW2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2253.degrees latitude (g = 980.6199 gals.).
 AW2253
 AW2253.The modeled gravity was interpolated from observed gravity values.
 AW2253
 AW2253;                    North         East    Units  Estimated Accuracy
 AW2253;SPC TXSC     - 4,216,550.      924,540.      MT  (+/- 180 meters Scaled)
 AW2253
 AW2253                          SUPERSEDED SURVEY CONTROL
 AW2253
 AW2253  NGVD 29 (12/23/87)   26.837  (m)           88.05   (f) ADJUSTED    1 2
 AW2253
 AW2253.Superseded values are not recommended for survey control.
 AW2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2253.See file dsdata.txt to determine how the superseded data were derived.
 AW2253
 AW2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN442934(NAD 83)
 AW2253_MARKER: DB = BENCH MARK DISK
 AW2253_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2253_SP_SET: STAINLESS STEEL ROD
 AW2253_STAMPING: T 1279 1978
 AW2253_MARK LOGO: NGS   
 AW2253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2253
 AW2253  HISTORY     - Date     Condition        Report By
 AW2253  HISTORY     - 1978     MONUMENTED       NGS
 AW2253  HISTORY     - 1980     GOOD             NGS
 AW2253  HISTORY     - 1980     GOOD             NGS
 AW2253  HISTORY     - 1983     POOR             NGS
 AW2253  HISTORY     - 1986     POOR             NGS
 AW2253  HISTORY     - 19940625 POOR             USPSQD
 AW2253  HISTORY     - 20040713 POOR             USPSQD
 AW2253
 AW2253                          STATION DESCRIPTION
 AW2253
 AW2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2253'2.7 MI SOUTH FROM ADDICKS.
 AW2253'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE INTERSTATE
 AW2253'HIGHWAY 10 OVERPASS IN ADDICKS, 0.3 MILE NORTH OF THE JUNCTION
 AW2253'OF PIPING ROCK LANE EAST, SET AT THE MAGEE CHAPEL BAPTIST CHURCH.
 AW2253'102 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 43.5 FEET NORTH
 AW2253'OF THE CENTERLINE OF THE DRIVEWAY AND GATE TO THE CHURCH, 41 FEET
 AW2253'SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, 1 FOOT NORTH OF
 AW2253'A POWER POLE, AND 1 FOOT WEST OF A FENCE.
 AW2253
 AW2253                          STATION RECOVERY (1980)
 AW2253
 AW2253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW2253'RECOVERED IN GOOD CONDITION.
 AW2253
 AW2253                          STATION RECOVERY (1980)
 AW2253
 AW2253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW2253'RECOVERED IN GOOD CONDITION.
 AW2253
 AW2253                          STATION RECOVERY (1983)
 AW2253
 AW2253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2253'RECOVERED IN POOR CONDITION, MARK HAS BEEN HIT AND THE DISK IS BENT ON
 AW2253'ONE SIDE BUT IS STILL INTACT, HIGH POINT HELD WAS (TOR) IN THE WORD
 AW2253'DIRECTOR.  NOTE, DELETE SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AW2253'CHURCH, ADD SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, DELETE 1
 AW2253'FOOT NORTH OF A POWER POLE, ADD 3 FEET NORTH OF A POWER POLE.
 AW2253'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AW2253
 AW2253                          STATION RECOVERY (1986)
 AW2253
 AW2253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2253'RECOVERED IN POOR CONDITION.  THE 1978 DESCRIPTION AND 1983 RECOVERY
 AW2253'NOTES ARE ADEQUATE.
 AW2253
 AW2253                          STATION RECOVERY (1994)
 AW2253
 AW2253'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2253'MARK RECOVERED IN POOR CONDITION.
 AW2253
 AW2253                          STATION RECOVERY (2004)
 AW2253
 AW2253'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2253'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0538 ***********************************************************************
 AJ0538  DESIGNATION -  T 128
 AJ0538  PID         -  AJ0538
 AJ0538  STATE/COUNTY-  TX/JIM HOGG
 AJ0538  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0538
 AJ0538                         *CURRENT SURVEY CONTROL
 AJ0538  ___________________________________________________________________
 AJ0538* NAD 83(1986)-  27 03 07.     (N)    098 32 43.     (W)     SCALED    
 AJ0538* NAVD 88     -       124.772  (meters)     409.36   (feet)  ADJUSTED  
 AJ0538  ___________________________________________________________________
 AJ0538  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AJ0538  DYNAMIC HT  -         124.571 (meters)     408.70  (feet)  COMP
 AJ0538  MODELED GRAV-     979,035.0   (mgal)                       NAVD 88
 AJ0538
 AJ0538  VERT ORDER  -  SECOND    CLASS 0
 AJ0538
 AJ0538.The horizontal coordinates were scaled from a topographic map and have
 AJ0538.an estimated accuracy of +/- 6 seconds.
 AJ0538
 AJ0538.The orthometric height was determined by differential leveling
 AJ0538.and adjusted by the National Geodetic Survey in June 1991..
 AJ0538
 AJ0538.The geoid height was determined by GEOID03.
 AJ0538
 AJ0538.The dynamic height is computed by dividing the NAVD 88
 AJ0538.geopotential number by the normal gravity value computed on the
 AJ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0538.degrees latitude (g = 980.6199 gals.).
 AJ0538
 AJ0538.The modeled gravity was interpolated from observed gravity values.
 AJ0538
 AJ0538;                    North         East    Units  Estimated Accuracy
 AJ0538;SPC TX S     - 5,153,480.      295,510.      MT  (+/- 180 meters Scaled)
 AJ0538
 AJ0538                          SUPERSEDED SURVEY CONTROL
 AJ0538
 AJ0538  NGVD 29 (??/??/92)  124.812  (m)          409.49   (f) ADJ UNCH    2 0
 AJ0538
 AJ0538.Superseded values are not recommended for survey control.
 AJ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0538.See file dsdata.txt to determine how the superseded data were derived.
 AJ0538
 AJ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ450922(NAD 83)
 AJ0538_MARKER: DB = BENCH MARK DISK
 AJ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0538_STAMPING: T 128 1933
 AJ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0538+STABILITY: SURFACE MOTION
 AJ0538
 AJ0538  HISTORY     - Date     Condition        Report By
 AJ0538  HISTORY     - 1933     MONUMENTED       CGS
 AJ0538  HISTORY     - 1972     GOOD             USGS
 AJ0538
 AJ0538                          STATION DESCRIPTION
 AJ0538
 AJ0538'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AJ0538'1.3 MI NW FROM HEBBRONVILLE.
 AJ0538'FROM THE RANCH HOUSE AT THE ALTA VISTA RANCH, 0.5 MILE NORTHWEST ALONG
 AJ0538'THE MAIN ROAD TO THE RANCH, TO A TRACK ROAD LEADING NORTH, 0.2 MILE
 AJ0538'NORTH ALONG THIS ROAD TO A NORTHEAST SOUTHWEST ALIGNED FENCE AND A
 AJ0538'GATE, 80 FT. SOUTHWEST ALONG THIS FENCE TO THE MARKER.  A STANDARD
 AJ0538'DISK STAMPED 409.437 T 128 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1895 ***********************************************************************
 AW1895  DESIGNATION -  T 1281
 AW1895  PID         -  AW1895
 AW1895  STATE/COUNTY-  TX/HARRIS
 AW1895  USGS QUAD   -  KATY (1980)
 AW1895
 AW1895                         *CURRENT SURVEY CONTROL
 AW1895  ___________________________________________________________________
 AW1895* NAD 83(1986)-  29 52 30.     (N)    095 46 25.     (W)     SCALED    
 AW1895* NAVD 88     -        45.840  (meters)     150.39   (feet)  ADJUSTED  
 AW1895  ___________________________________________________________________
 AW1895  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW1895  DYNAMIC HT  -          45.777 (meters)     150.19  (feet)  COMP
 AW1895  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 AW1895
 AW1895  VERT ORDER  -  FIRST     CLASS II
 AW1895
 AW1895.The horizontal coordinates were scaled from a topographic map and have
 AW1895.an estimated accuracy of +/- 6 seconds.
 AW1895
 AW1895.The orthometric height was determined by differential leveling
 AW1895.and adjusted by the National Geodetic Survey in June 1991..
 AW1895
 AW1895.The geoid height was determined by GEOID03.
 AW1895
 AW1895.The dynamic height is computed by dividing the NAVD 88
 AW1895.geopotential number by the normal gravity value computed on the
 AW1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1895.degrees latitude (g = 980.6199 gals.).
 AW1895
 AW1895.The modeled gravity was interpolated from observed gravity values.
 AW1895
 AW1895;                    North         East    Units  Estimated Accuracy
 AW1895;SPC TXSC     - 4,230,570.      911,620.      MT  (+/- 180 meters Scaled)
 AW1895
 AW1895                          SUPERSEDED SURVEY CONTROL
 AW1895
 AW1895  NGVD 29 (12/23/87)   45.831  (m)          150.36   (f) ADJUSTED    1 2
 AW1895
 AW1895.Superseded values are not recommended for survey control.
 AW1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1895.See file dsdata.txt to determine how the superseded data were derived.
 AW1895
 AW1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP321081(NAD 83)
 AW1895_MARKER: DB = BENCH MARK DISK
 AW1895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1895_SP_SET: STAINLESS STEEL ROD
 AW1895_STAMPING: T 1281 1978
 AW1895_MARK LOGO: NGS   
 AW1895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1895
 AW1895  HISTORY     - Date     Condition        Report By
 AW1895  HISTORY     - 1978     MONUMENTED       NGS
 AW1895  HISTORY     - 1986     GOOD             NGS
 AW1895  HISTORY     - 19940625 GOOD             USPSQD
 AW1895
 AW1895                          STATION DESCRIPTION
 AW1895
 AW1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1895'9.1 MI NE FROM KATY.
 AW1895'6.1 MILES NORTH ALONG KATY HOCKLEY ROAD FROM THE JUNCTION OF U.S.
 AW1895'HIGHWAY 90 AND AVENUE D IN KATY, AND THENCE 3.0 MILES EAST ALONG
 AW1895'FARM ROAD (FM) 529.  MARK IS SET ON A NORTHEAST AND SOUTHWEST FENCE
 AW1895'LINE ON THE SOUTHEAST CORNER OF THE INTERSECTION OF FARM ROAD 529
 AW1895'AND PEEK ROAD, 100.6 FEET EAST OF THE CENTERLINE OF PEEK ROAD, 78
 AW1895'FEET SOUTH OF THE CENTERLINE OF FARM ROAD 529, 35.6 FEET SOUTHWEST
 AW1895'OF A FENCE CORNER POST, 0.6 FOOT NORTHWEST OF THE FENCE.  DISK IS
 AW1895'SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 AW1895'PLASTIC SCREW PLUG.
 AW1895
 AW1895                          STATION RECOVERY (1986)
 AW1895
 AW1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1895'RECOVERED IN GOOD CONDITION.
 AW1895
 AW1895                          STATION RECOVERY (1994)
 AW1895
 AW1895'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1816 ***********************************************************************
 AW1816  DESIGNATION -  T 1282
 AW1816  PID         -  AW1816
 AW1816  STATE/COUNTY-  TX/HARRIS
 AW1816  USGS QUAD   -  CYPRESS (1995)
 AW1816
 AW1816                         *CURRENT SURVEY CONTROL
 AW1816  ___________________________________________________________________
 AW1816* NAD 83(1986)-  29 56 24.     (N)    095 39 21.     (W)     SCALED    
 AW1816* NAVD 88     -        42.499  (meters)     139.43   (feet)  ADJUSTED  
 AW1816  ___________________________________________________________________
 AW1816  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW1816  DYNAMIC HT  -          42.442 (meters)     139.25  (feet)  COMP
 AW1816  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AW1816
 AW1816  VERT ORDER  -  FIRST     CLASS II
 AW1816
 AW1816.The horizontal coordinates were scaled from a topographic map and have
 AW1816.an estimated accuracy of +/- 6 seconds.
 AW1816
 AW1816.The orthometric height was determined by differential leveling
 AW1816.and adjusted by the National Geodetic Survey in June 1991..
 AW1816
 AW1816.The geoid height was determined by GEOID03.
 AW1816
 AW1816.The dynamic height is computed by dividing the NAVD 88
 AW1816.geopotential number by the normal gravity value computed on the
 AW1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1816.degrees latitude (g = 980.6199 gals.).
 AW1816
 AW1816.The modeled gravity was interpolated from observed gravity values.
 AW1816
 AW1816;                    North         East    Units  Estimated Accuracy
 AW1816;SPC TXSC     - 4,238,090.      922,790.      MT  (+/- 180 meters Scaled)
 AW1816
 AW1816                          SUPERSEDED SURVEY CONTROL
 AW1816
 AW1816  NGVD 29 (12/23/87)   42.493  (m)          139.41   (f) ADJUSTED    1 2
 AW1816
 AW1816.Superseded values are not recommended for survey control.
 AW1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1816.See file dsdata.txt to determine how the superseded data were derived.
 AW1816
 AW1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP436151(NAD 83)
 AW1816_MARKER: DB = BENCH MARK DISK
 AW1816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1816_SP_SET: STAINLESS STEEL ROD
 AW1816_STAMPING: T 1282 1978
 AW1816_MARK LOGO: NGS   
 AW1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1816
 AW1816  HISTORY     - Date     Condition        Report By
 AW1816  HISTORY     - 1978     MONUMENTED       NGS
 AW1816  HISTORY     - 1986     GOOD             NGS
 AW1816  HISTORY     - 1987     GOOD             USPSQD
 AW1816
 AW1816                          STATION DESCRIPTION
 AW1816
 AW1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1816'3.3 MI SE FROM CYPRESS.
 AW1816'3.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1816'CYPRESS SPRING ROAD IN CYPRESS.  0.05 MILE SOUTHWEST AND ACROSS THE
 AW1816'HIGHWAY FROM THE CYPRESS-FAIRBANKS MEMORIAL AUDITORIUM FOR CY-FAIR
 AW1816'HIGH SCHOOL, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, 48.2 FEET SOUTH-
 AW1816'WEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, AND
 AW1816'4.5 FEET SOUTHEAST OF A TRANSPOLE, NUMBER 22715, FOR A LINE CROSSING
 AW1816'OVER THE HIGHWAY.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH
 AW1816'IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW1816
 AW1816                          STATION RECOVERY (1986)
 AW1816
 AW1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1816'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.3 KM (3.3 MI)
 AW1816'SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 AW1816'SPRING-CYPRESS ROAD IN CYPRESS.
 AW1816
 AW1816                          STATION RECOVERY (1987)
 AW1816
 AW1816'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2388 ***********************************************************************
 BY2388  DESIGNATION -  T 1283
 BY2388  PID         -  BY2388
 BY2388  STATE/COUNTY-  TX/SHELBY
 BY2388  USGS QUAD   -  CENTER (1984)
 BY2388
 BY2388                         *CURRENT SURVEY CONTROL
 BY2388  ___________________________________________________________________
 BY2388* NAD 83(1986)-  31 46 29.     (N)    094 11 03.     (W)     SCALED    
 BY2388* NAVD 88     -       101.268  (meters)     332.24   (feet)  ADJUSTED  
 BY2388  ___________________________________________________________________
 BY2388  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY2388  DYNAMIC HT  -         101.148 (meters)     331.85  (feet)  COMP
 BY2388  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 BY2388
 BY2388  VERT ORDER  -  FIRST     CLASS II
 BY2388
 BY2388.The horizontal coordinates were scaled from a topographic map and have
 BY2388.an estimated accuracy of +/- 6 seconds.
 BY2388
 BY2388.The orthometric height was determined by differential leveling
 BY2388.and adjusted by the National Geodetic Survey in June 1991..
 BY2388
 BY2388.The geoid height was determined by GEOID03.
 BY2388
 BY2388.The dynamic height is computed by dividing the NAVD 88
 BY2388.geopotential number by the normal gravity value computed on the
 BY2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2388.degrees latitude (g = 980.6199 gals.).
 BY2388
 BY2388.The modeled gravity was interpolated from observed gravity values.
 BY2388
 BY2388;                    North         East    Units  Estimated Accuracy
 BY2388;SPC TX C     - 3,249,790.    1,282,160.      MT  (+/- 180 meters Scaled)
 BY2388
 BY2388                          SUPERSEDED SURVEY CONTROL
 BY2388
 BY2388  NGVD 29 (??/??/??)  101.308  (m)          332.37   (f) ADJUSTED    1 2
 BY2388
 BY2388.Superseded values are not recommended for survey control.
 BY2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2388.See file dsdata.txt to determine how the superseded data were derived.
 BY2388
 BY2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR878160(NAD 83)
 BY2388_MARKER: DB = BENCH MARK DISK
 BY2388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2388_SP_SET: STAINLESS STEEL ROD
 BY2388_STAMPING: T 1283 1979
 BY2388_PROJECTION: RECESSED 3 CENTIMETERS
 BY2388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2388_ROD/PIPE-DEPTH: 3.51 meters
 BY2388
 BY2388  HISTORY     - Date     Condition        Report By
 BY2388  HISTORY     - 1979     MONUMENTED       NGS
 BY2388
 BY2388                          STATION DESCRIPTION
 BY2388
 BY2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2388'2.55 MI SOUTH FROM CENTER.
 BY2388'2.55 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2388'HIGHWAY 87 IN CENTER, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST,
 BY2388'135.0 FT. NORTH OF THE NORTHEAST CORNER OF A LARGE RED METAL BUILDING,
 BY2388'61.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 32.0 FT. NORTH OF
 BY2388'THE CENTERLINE OF THE GRAVEL ROAD, 2.0 FT. NORTH OF A POWERLINE GUY
 BY2388'POLE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2388'A 4-INCH PLASTIC SCREW PLUG.
 BY2388'THE MARK IS 2 FT  S FROM A WITNESS POST.
 BY2388'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1964 ***********************************************************************
 BK1964  DESIGNATION -  T 1284
 BK1964  PID         -  BK1964
 BK1964  STATE/COUNTY-  TX/JASPER
 BK1964  USGS QUAD   -  BUNA (1984)
 BK1964
 BK1964                         *CURRENT SURVEY CONTROL
 BK1964  ___________________________________________________________________
 BK1964* NAD 83(1986)-  30 25 45.     (N)    093 57 29.     (W)     SCALED    
 BK1964* NAVD 88     -        22.773  (meters)      74.71   (feet)  ADJUSTED  
 BK1964  ___________________________________________________________________
 BK1964  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BK1964  DYNAMIC HT  -          22.743 (meters)      74.62  (feet)  COMP
 BK1964  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 BK1964  OBS GRAVITY -     979,335.6   (mgal)                       GRAV_OBS
 BK1964
 BK1964  VERT ORDER  -  FIRST     CLASS II
 BK1964
 BK1964.The horizontal coordinates were scaled from a topographic map and have
 BK1964.an estimated accuracy of +/- 6 seconds.
 BK1964
 BK1964.The orthometric height was determined by differential leveling
 BK1964.and adjusted by the National Geodetic Survey in June 1991..
 BK1964
 BK1964.The geoid height was determined by GEOID03.
 BK1964
 BK1964.The dynamic height is computed by dividing the NAVD 88
 BK1964.geopotential number by the normal gravity value computed on the
 BK1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1964.degrees latitude (g = 980.6199 gals.).
 BK1964
 BK1964.The modeled gravity was interpolated from observed gravity values.
 BK1964.The observed gravity was obtained from relative gravimeter ties
 BK1964.to the IGSN71 gravity network.
 BK1964
 BK1964;                    North         East    Units  Estimated Accuracy
 BK1964;SPC TX C     - 3,102,070.    1,312,090.      MT  (+/- 180 meters Scaled)
 BK1964
 BK1964                          SUPERSEDED SURVEY CONTROL
 BK1964
 BK1964  NGVD 29 (??/??/??)   22.746  (m)           74.63   (f) ADJUSTED    1 2
 BK1964
 BK1964.Superseded values are not recommended for survey control.
 BK1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1964.See file dsdata.txt to determine how the superseded data were derived.
 BK1964
 BK1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP079667(NAD 83)
 BK1964_MARKER: I = METAL ROD
 BK1964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1964_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK1964_STAMPING: T 1284 1979
 BK1964_PROJECTION: FLUSH
 BK1964_MAGNETIC: I = MARKER IS A STEEL ROD
 BK1964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1964+STABILITY: POSITION/ELEVATION WELL
 BK1964_ROD/PIPE-DEPTH: 16.8 meters
 BK1964_SLEEVE-DEPTH  : 12.2 meters
 BK1964
 BK1964  HISTORY     - Date     Condition        Report By
 BK1964  HISTORY     - 1979     MONUMENTED       NGS
 BK1964  HISTORY     - 19980905 GOOD             TXDOT
 BK1964  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1964
 BK1964                          STATION DESCRIPTION
 BK1964
 BK1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1964'1.05 MI SE FROM BUNA.
 BK1964'1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 BK1964'HIGHWAY 96 IN BUNA, AT THE FIRST BAPTIST CHURCH, 77.9 FT. NORTHEAST OF
 BK1964'THE CENTERLINE OF THE HIGHWAY, 14.1 FT. SOUTHEAST OF THE SOUTH CORNER
 BK1964'OF THE AUDITORIUM OF THE CHURCH, 13.7 FT. WEST-SOUTHWEST OF THE
 BK1964'SOUTHWEST CORNER OF THE EDUCATIONAL SECTION OF THE CHURCH, 86.0 FT.
 BK1964'EAST OF A FIRST BAPTIST CHURCH SIGN, 60.6 FT. NORTHEAST OF A 40-INCH
 BK1964'OAK TREE, 69.0 FT. NORTHEAST OF POWERLINE POLE NUMBER 19, 11.2 FT.
 BK1964'SOUTH OF THE SOUTHERNMOST ONE OF FOUR AIR CONDITIONING UNITS.  DATUM
 BK1964'POINT IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BK1964'5-INCH LOGO CAP.
 BK1964'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 BK1964
 BK1964                          STATION RECOVERY (1998)
 BK1964
 BK1964'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (JCS)
 BK1964'HAS ACCESS COVER THAT HAS NOT BEEN OPENED.  ON BEHALF OF FIRST BAPTIST
 BK1964'CHURCH, BUNA, TEXAS, I AM NOTIFYING YOU THAT WE FOUND VERTICAL CONTROL
 BK1964'MARK NO -T1284 LOCATED ON CHURCH PROPERTY -THE NUMBER IS PARTIALLY
 BK1964'OBLITERATED-.  WE ARE EXPANDING OUR SANCTUARY BUILDING AND THE MARKER
 BK1964'WILL BE UNDER THE NEW FOUNDATION.  FOUNDATION WORK WILL START IN
 BK1964'APPROXIMATELY TWO WEEKS.
 BK1964
 BK1964                          STATION RECOVERY (2002)
 BK1964
 BK1964'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1964'MARK WAS DESTROYED IN 1998 WITH THE EXPANSION OF THE CHURCH BUILDING.
 BK1964'MEASUREMENTS SHOW THE POINT TO HAVE BEEN LOCATED UNDER THE PRESENT
 BK1964'CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1966 ***********************************************************************
 BK1966  DESIGNATION -  T 1285
 BK1966  PID         -  BK1966
 BK1966  STATE/COUNTY-  TX/JASPER
 BK1966  USGS QUAD   -  BUNA (1984)
 BK1966
 BK1966                         *CURRENT SURVEY CONTROL
 BK1966  ___________________________________________________________________
 BK1966* NAD 83(1986)-  30 23 23.     (N)    093 56 29.     (W)     SCALED    
 BK1966* NAVD 88     -        18.160  (meters)      59.58   (feet)  ADJUSTED  
 BK1966  ___________________________________________________________________
 BK1966  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BK1966  DYNAMIC HT  -          18.136 (meters)      59.50  (feet)  COMP
 BK1966  MODELED GRAV-     979,333.6   (mgal)                       NAVD 88
 BK1966
 BK1966  VERT ORDER  -  FIRST     CLASS II
 BK1966
 BK1966.The horizontal coordinates were scaled from a topographic map and have
 BK1966.an estimated accuracy of +/- 6 seconds.
 BK1966
 BK1966.The orthometric height was determined by differential leveling
 BK1966.and adjusted by the National Geodetic Survey in June 1991..
 BK1966
 BK1966.The geoid height was determined by GEOID03.
 BK1966
 BK1966.The dynamic height is computed by dividing the NAVD 88
 BK1966.geopotential number by the normal gravity value computed on the
 BK1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1966.degrees latitude (g = 980.6199 gals.).
 BK1966
 BK1966.The modeled gravity was interpolated from observed gravity values.
 BK1966
 BK1966;                    North         East    Units  Estimated Accuracy
 BK1966;SPC TX C     - 3,097,800.    1,313,940.      MT  (+/- 180 meters Scaled)
 BK1966
 BK1966                          SUPERSEDED SURVEY CONTROL
 BK1966
 BK1966  NGVD 29 (??/??/??)   18.132  (m)           59.49   (f) ADJUSTED    1 2
 BK1966
 BK1966.Superseded values are not recommended for survey control.
 BK1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1966.See file dsdata.txt to determine how the superseded data were derived.
 BK1966
 BK1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP095623(NAD 83)
 BK1966_MARKER: I = METAL ROD
 BK1966_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1966_SP_SET: STAINLESS STEEL ROD
 BK1966_STAMPING: T 1285 1979
 BK1966_PROJECTION: FLUSH
 BK1966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1966+STABILITY: POSITION/ELEVATION WELL
 BK1966_ROD/PIPE-DEPTH: 6.10 meters
 BK1966
 BK1966  HISTORY     - Date     Condition        Report By
 BK1966  HISTORY     - 1979     MONUMENTED       NGS
 BK1966  HISTORY     - 20020727 GOOD             USPSQD
 BK1966
 BK1966                          STATION DESCRIPTION
 BK1966
 BK1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1966'4.3 MI SE FROM BUNA.
 BK1966'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 BK1966'HIGHWAY 96 IN BUNA, 60.6 FT. WEST OF THE CENTERLINE OF THE HIGHWAY,
 BK1966'206.0 FT. NORTHWEST OF THE CENTERLINE OF A PRIVATE DRIVE LEADING WEST,
 BK1966'37.0 FT. NORTHWEST OF A 30-INCH PINE TREE, 7.0 FT. SOUTHEAST OF A
 BK1966'30-INCH PINE TREE, 300 FT. NORTHWEST OF THE EXTENDED CENTERLINE OF
 BK1966'FARM ROAD 2938, 1.0 FT. EAST OF A FENCE LINE.  DISK IS 4 INCHES BELOW
 BK1966'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1966'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BK1966'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BK1966
 BK1966                          STATION RECOVERY (2002)
 BK1966
 BK1966'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2415 ***********************************************************************
 BY2415  DESIGNATION -  T 1286
 BY2415  PID         -  BY2415
 BY2415  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2415  USGS QUAD   -  CHINQUAPIN (1984)
 BY2415
 BY2415                         *CURRENT SURVEY CONTROL
 BY2415  ___________________________________________________________________
 BY2415* NAD 83(1986)-  31 22 58.     (N)    094 02 29.     (W)     SCALED    
 BY2415* NAVD 88     -        91.901  (meters)     301.51   (feet)  ADJUSTED  
 BY2415  ___________________________________________________________________
 BY2415  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY2415  DYNAMIC HT  -          91.786 (meters)     301.13  (feet)  COMP
 BY2415  MODELED GRAV-     979,389.3   (mgal)                       NAVD 88
 BY2415
 BY2415  VERT ORDER  -  FIRST     CLASS II
 BY2415
 BY2415.The horizontal coordinates were scaled from a topographic map and have
 BY2415.an estimated accuracy of +/- 6 seconds.
 BY2415
 BY2415.The orthometric height was determined by differential leveling
 BY2415.and adjusted by the National Geodetic Survey in June 1991..
 BY2415
 BY2415.The geoid height was determined by GEOID03.
 BY2415
 BY2415.The dynamic height is computed by dividing the NAVD 88
 BY2415.geopotential number by the normal gravity value computed on the
 BY2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2415.degrees latitude (g = 980.6199 gals.).
 BY2415
 BY2415.The modeled gravity was interpolated from observed gravity values.
 BY2415
 BY2415;                    North         East    Units  Estimated Accuracy
 BY2415;SPC TX C     - 3,207,160.    1,298,120.      MT  (+/- 180 meters Scaled)
 BY2415
 BY2415                          SUPERSEDED SURVEY CONTROL
 BY2415
 BY2415  NGVD 29 (??/??/??)   91.922  (m)          301.58   (f) ADJUSTED    1 2
 BY2415
 BY2415.Superseded values are not recommended for survey control.
 BY2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2415.See file dsdata.txt to determine how the superseded data were derived.
 BY2415
 BY2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ009724(NAD 83)
 BY2415_MARKER: DB = BENCH MARK DISK
 BY2415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2415_SP_SET: STAINLESS STEEL ROD
 BY2415_STAMPING: T 1286 1979
 BY2415_PROJECTION: RECESSED 3 CENTIMETERS
 BY2415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2415_ROD/PIPE-DEPTH: 4.57 meters
 BY2415
 BY2415  HISTORY     - Date     Condition        Report By
 BY2415  HISTORY     - 1979     MONUMENTED       NGS
 BY2415
 BY2415                          STATION DESCRIPTION
 BY2415
 BY2415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2415'3.2 MI NW FROM BRONSON.
 BY2415'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2415'HIGHWAY 184 IN BRONSON, AT A PRIVATE DRIVE LEADING WEST, 63.3 FT.
 BY2415'SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF A SMALL METAL WELL HOUSE,
 BY2415'93.5 FT. SOUTHEAST OF THE NORTHEAST CORNER OF A 4-FT. CHAIN LINK
 BY2415'YARD FENCE, 63.5 FT. WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BY2415'29.0 FT. SOUTH-SOUTHEAST OF THE CENTER OF A METAL GATE, 2.5 FT. EAST
 BY2415'OF A THREE WAY CORNER FENCE POST.  DISK IS 4 INCHES BELOW GROUND,
 BY2415'ACCESS TO  WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2415'THE MARK IS 2 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2527 ***********************************************************************
 BY2527  DESIGNATION -  T 1287
 BY2527  PID         -  BY2527
 BY2527  STATE/COUNTY-  TX/NACOGDOCHES
 BY2527  USGS QUAD   -  GARRISON WEST (1984)
 BY2527
 BY2527                         *CURRENT SURVEY CONTROL
 BY2527  ___________________________________________________________________
 BY2527* NAD 83(1986)-  31 45 57.     (N)    094 33 59.     (W)     SCALED    
 BY2527* NAVD 88     -        97.027  (meters)     318.33   (feet)  ADJUSTED  
 BY2527  ___________________________________________________________________
 BY2527  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BY2527  DYNAMIC HT  -          96.908 (meters)     317.94  (feet)  COMP
 BY2527  MODELED GRAV-     979,410.9   (mgal)                       NAVD 88
 BY2527
 BY2527  VERT ORDER  -  FIRST     CLASS II
 BY2527
 BY2527.The horizontal coordinates were scaled from a topographic map and have
 BY2527.an estimated accuracy of +/- 6 seconds.
 BY2527
 BY2527.The orthometric height was determined by differential leveling
 BY2527.and adjusted by the National Geodetic Survey in June 1991..
 BY2527
 BY2527.The geoid height was determined by GEOID03.
 BY2527
 BY2527.The dynamic height is computed by dividing the NAVD 88
 BY2527.geopotential number by the normal gravity value computed on the
 BY2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2527.degrees latitude (g = 980.6199 gals.).
 BY2527
 BY2527.The modeled gravity was interpolated from observed gravity values.
 BY2527
 BY2527;                    North         East    Units  Estimated Accuracy
 BY2527;SPC TX C     - 3,246,870.    1,246,060.      MT  (+/- 180 meters Scaled)
 BY2527
 BY2527                          SUPERSEDED SURVEY CONTROL
 BY2527
 BY2527.No superseded survey control is available for this station.
 BY2527
 BY2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR516155(NAD 83)
 BY2527_MARKER: DB = BENCH MARK DISK
 BY2527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2527_SP_SET: STAINLESS STEEL ROD
 BY2527_STAMPING: T 1287 1979
 BY2527_PROJECTION: PROJECTING 3 CENTIMETERS
 BY2527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2527_ROD/PIPE-DEPTH: 4.11 meters
 BY2527
 BY2527  HISTORY     - Date     Condition        Report By
 BY2527  HISTORY     - 1979     MONUMENTED       NGS
 BY2527  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2527
 BY2527                          STATION DESCRIPTION
 BY2527
 BY2527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2527'6.25 MI SW FROM GARRISON.
 BY2527'6.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY2527'ROAD 95 NORTH IN GARRISON, ALSO 3.85 MILES NORTHEAST ALONG U.S.
 BY2527'HIGHWAY 59 FROM THE JUNCTION OF FARM ROAD 941 IN APPLEBY, AT A PRIVATE
 BY2527'DRIVE LEADING SOUTH TO THE JOHNNIE KEY RESIDENCE, 158 FT. SOUTHEAST OF
 BY2527'THE CENTERLINE OF THE HIGHWAY, 52.0 FT. SOUTHEAST OF THE CENTERLINE OF
 BY2527'THE ASPHALT DRIVE, 13.5 FT. EAST-NORTHEAST OF A CORNER FENCE POST,
 BY2527'1.0 FT. SOUTHEAST OF A FENCE.  DISK IS 2 INCHES BELOW GROUND, ACCESS
 BY2527'TO WHICH IS USED THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2527'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BY2527'THE MARK IS 4 FT BELOW THE HIGHWAY.
 BY2527
 BY2527                          STATION RECOVERY (1998)
 BY2527
 BY2527'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1939 ***********************************************************************
 BK1939  DESIGNATION -  T 1288
 BK1939  PID         -  BK1939
 BK1939  STATE/COUNTY-  TX/JASPER
 BK1939  USGS QUAD   -  ROGANVILLE (1984)
 BK1939
 BK1939                         *CURRENT SURVEY CONTROL
 BK1939  ___________________________________________________________________
 BK1939* NAD 83(1986)-  30 46 11.     (N)    093 56 49.     (W)     SCALED    
 BK1939* NAVD 88     -        77.611  (meters)     254.63   (feet)  ADJUSTED  
 BK1939  ___________________________________________________________________
 BK1939  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BK1939  DYNAMIC HT  -          77.510 (meters)     254.30  (feet)  COMP
 BK1939  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BK1939
 BK1939  VERT ORDER  -  FIRST     CLASS II
 BK1939
 BK1939.The horizontal coordinates were scaled from a topographic map and have
 BK1939.an estimated accuracy of +/- 6 seconds.
 BK1939
 BK1939.The orthometric height was determined by differential leveling
 BK1939.and adjusted by the National Geodetic Survey in June 1991..
 BK1939
 BK1939.The geoid height was determined by GEOID03.
 BK1939
 BK1939.The dynamic height is computed by dividing the NAVD 88
 BK1939.geopotential number by the normal gravity value computed on the
 BK1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1939.degrees latitude (g = 980.6199 gals.).
 BK1939
 BK1939.The modeled gravity was interpolated from observed gravity values.
 BK1939
 BK1939;                    North         East    Units  Estimated Accuracy
 BK1939;SPC TX C     - 3,139,820.    1,310,990.      MT  (+/- 180 meters Scaled)
 BK1939
 BK1939                          SUPERSEDED SURVEY CONTROL
 BK1939
 BK1939  NGVD 29 (??/??/??)   77.601  (m)          254.60   (f) ADJUSTED    1 2
 BK1939
 BK1939.Superseded values are not recommended for survey control.
 BK1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1939.See file dsdata.txt to determine how the superseded data were derived.
 BK1939
 BK1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ093044(NAD 83)
 BK1939_MARKER: I = METAL ROD
 BK1939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1939_SP_SET: STAINLESS STEEL ROD
 BK1939_STAMPING: T 1288 1979
 BK1939_PROJECTION: FLUSH
 BK1939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1939+STABILITY: POSITION/ELEVATION WELL
 BK1939_ROD/PIPE-DEPTH: 4.27 meters
 BK1939
 BK1939  HISTORY     - Date     Condition        Report By
 BK1939  HISTORY     - 1979     MONUMENTED       NGS
 BK1939
 BK1939                          STATION DESCRIPTION
 BK1939
 BK1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1939'7.95 MI NW FROM KIRBYVILLE.
 BK1939'7.95 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BK1939'ROAD 1013 IN KIRBYVILLE, AT THE JUNCTION OF FARM ROAD 2245 LEADING
 BK1939'EAST, 66.3 FT. EAST OF THE CENTERLINE OF HIGHWAY 96 NORTHBOUND, 122.6
 BK1939'FT. NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.9 FT. SOUTHEAST OF A
 BK1939'6-INCH PINE TREE, 11.7 FT. WEST-NORTHWEST OF A 16-INCH PINE TREE.
 BK1939'DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BK1939'PLASTIC SCREW PLUG.
 BK1939'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 BK1939'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2391 ***********************************************************************
 BX2391  DESIGNATION -  T 1289
 BX2391  PID         -  BX2391
 BX2391  STATE/COUNTY-  TX/SABINE
 BX2391  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2391
 BX2391                         *CURRENT SURVEY CONTROL
 BX2391  ___________________________________________________________________
 BX2391* NAD 83(1986)-  31 09 43.     (N)    093 58 19.     (W)     SCALED    
 BX2391* NAVD 88     -        54.402  (meters)     178.48   (feet)  ADJUSTED  
 BX2391  ___________________________________________________________________
 BX2391  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BX2391  DYNAMIC HT  -          54.332 (meters)     178.25  (feet)  COMP
 BX2391  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 BX2391
 BX2391  VERT ORDER  -  FIRST     CLASS II
 BX2391
 BX2391.The horizontal coordinates were scaled from a topographic map and have
 BX2391.an estimated accuracy of +/- 6 seconds.
 BX2391
 BX2391.The orthometric height was determined by differential leveling
 BX2391.and adjusted by the National Geodetic Survey in June 1991..
 BX2391
 BX2391.The geoid height was determined by GEOID03.
 BX2391
 BX2391.The dynamic height is computed by dividing the NAVD 88
 BX2391.geopotential number by the normal gravity value computed on the
 BX2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2391.degrees latitude (g = 980.6199 gals.).
 BX2391
 BX2391.The modeled gravity was interpolated from observed gravity values.
 BX2391
 BX2391;                    North         East    Units  Estimated Accuracy
 BX2391;SPC TX C     - 3,183,100.    1,306,110.      MT  (+/- 180 meters Scaled)
 BX2391
 BX2391                          SUPERSEDED SURVEY CONTROL
 BX2391
 BX2391  NGVD 29 (??/??/??)   54.410  (m)          178.51   (f) ADJUSTED    1 2
 BX2391
 BX2391.Superseded values are not recommended for survey control.
 BX2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2391.See file dsdata.txt to determine how the superseded data were derived.
 BX2391
 BX2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ073479(NAD 83)
 BX2391_MARKER: DB = BENCH MARK DISK
 BX2391_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2391_SP_SET: STAINLESS STEEL ROD
 BX2391_STAMPING: T 1289 1979
 BX2391_PROJECTION: FLUSH
 BX2391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2391+STABILITY: POSITION/ELEVATION WELL
 BX2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2391+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 BX2391_ROD/PIPE-DEPTH: 7.62 meters
 BX2391
 BX2391  HISTORY     - Date     Condition        Report By
 BX2391  HISTORY     - 1979     MONUMENTED       NGS
 BX2391  HISTORY     - 20020712 GOOD             USPSQD
 BX2391
 BX2391                          STATION DESCRIPTION
 BX2391
 BX2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2391'5.95 MI SOUTH FROM PINELAND.
 BX2391'5.95 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2391'ROAD 83 IN PINELAND, 82.1 FT. EAST OF THE CENTERLINE OF THE HIGHWAY,
 BX2391'24.0 FT. SOUTH-SOUTHWEST OF THE SOUTHERNMOST ONE OF TWO 30-INCH
 BX2391'PINE TREES, 28.3 FT. SOUTHEAST OF THE SOUTH END OF A 24-INCH PIPE
 BX2391'CULVERT, 16.0 FT. NORTH-NORTHWEST OF A 20-INCH PINE TREE, 15.0
 BX2391'FT. WEST OF THE CENTER OF OVERHEAD POWERLINES.  DISK IS 4 INCHES
 BX2391'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BX2391'SCREW PLUG.
 BX2391'THE MARK IS 1 FT  NNE FROM A WITNESS POST.
 BX2391'THE MARK IS 4 FT BELOW THE HIGHWAY.
 BX2391
 BX2391                          STATION RECOVERY (2002)
 BX2391
 BX2391'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BX2391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2499 ***********************************************************************
 BY2499  DESIGNATION -  T 1289 A
 BY2499  PID         -  BY2499
 BY2499  STATE/COUNTY-  TX/RUSK
 BY2499  USGS QUAD   -  REKLAW (1973)
 BY2499
 BY2499                         *CURRENT SURVEY CONTROL
 BY2499  ___________________________________________________________________
 BY2499* NAD 83(1986)-  31 51 26.     (N)    094 58 39.     (W)     SCALED    
 BY2499* NAVD 88     -        92.665  (meters)     304.02   (feet)  ADJUSTED  
 BY2499  ___________________________________________________________________
 BY2499  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BY2499  DYNAMIC HT  -          92.555 (meters)     303.66  (feet)  COMP
 BY2499  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 BY2499
 BY2499  VERT ORDER  -  FIRST     CLASS II
 BY2499
 BY2499.The horizontal coordinates were scaled from a topographic map and have
 BY2499.an estimated accuracy of +/- 6 seconds.
 BY2499
 BY2499.The orthometric height was determined by differential leveling
 BY2499.and adjusted by the National Geodetic Survey in June 1991..
 BY2499
 BY2499.The geoid height was determined by GEOID03.
 BY2499
 BY2499.The dynamic height is computed by dividing the NAVD 88
 BY2499.geopotential number by the normal gravity value computed on the
 BY2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2499.degrees latitude (g = 980.6199 gals.).
 BY2499
 BY2499.The modeled gravity was interpolated from observed gravity values.
 BY2499
 BY2499;                    North         East    Units  Estimated Accuracy
 BY2499;SPC TXNC     - 2,026,720.      933,330.      MT  (+/- 180 meters Scaled)
 BY2499
 BY2499                          SUPERSEDED SURVEY CONTROL
 BY2499
 BY2499.No superseded survey control is available for this station.
 BY2499
 BY2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR129263(NAD 83)
 BY2499_MARKER: DB = BENCH MARK DISK
 BY2499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2499_SP_SET: STAINLESS STEEL ROD
 BY2499_STAMPING: T 1289 A 1979
 BY2499_PROJECTION: FLUSH
 BY2499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2499_ROD/PIPE-DEPTH: 2.93 meters
 BY2499
 BY2499  HISTORY     - Date     Condition        Report By
 BY2499  HISTORY     - 1979     MONUMENTED       NGS
 BY2499
 BY2499                          STATION DESCRIPTION
 BY2499
 BY2499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2499'0.45 MI SE FROM REKLAW.
 BY2499'0.45 MILE SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF U.S.
 BY2499'HIGHWAY 84 IN REKLAW, AT THE JUNCTION OF A PRIVATE DRIVE LEADING
 BY2499'NORTHEAST ACROSS A CATTLE GUARD TO THE IRWIN RESIDENCE, 82.5 FT.
 BY2499'SOUTHEAST OF THE CENTER OF THE CATTLE GUARD, 67.5 FT. NORTH-NORTHEAST
 BY2499'OF THE CENTERLINE OF THE HIGHWAY, 36.5 FT. SOUTH OF THE NORTHEAST END
 BY2499'OF A 2-FT. CONCRETE CULVERT, 0.7 FT. SOUTHWEST OF A 4-FT. CHAIN LINK
 BY2499'FENCE.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2499'A 4-INCH PLASTIC SCREW PLUG.
 BY2499'THE MARK IS 1.2 FT  SSW FROM A WITNESS POST.
 BY2499'THE MARK IS 5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2472 ***********************************************************************
 BY2472  DESIGNATION -  T 1290
 BY2472  PID         -  BY2472
 BY2472  STATE/COUNTY-  TX/ANDERSON
 BY2472  USGS QUAD   -  TODD CITY (1982)
 BY2472
 BY2472                         *CURRENT SURVEY CONTROL
 BY2472  ___________________________________________________________________
 BY2472* NAD 83(1986)-  31 52 49.     (N)    095 27 27.     (W)     SCALED    
 BY2472* NAVD 88     -       106.736  (meters)     350.18   (feet)  ADJUSTED  
 BY2472  ___________________________________________________________________
 BY2472  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY2472  DYNAMIC HT  -         106.608 (meters)     349.76  (feet)  COMP
 BY2472  MODELED GRAV-     979,433.9   (mgal)                       NAVD 88
 BY2472
 BY2472  VERT ORDER  -  FIRST     CLASS II
 BY2472
 BY2472.The horizontal coordinates were scaled from a topographic map and have
 BY2472.an estimated accuracy of +/- 6 seconds.
 BY2472
 BY2472.The orthometric height was determined by differential leveling
 BY2472.and adjusted by the National Geodetic Survey in June 1991..
 BY2472
 BY2472.The geoid height was determined by GEOID03.
 BY2472
 BY2472.The dynamic height is computed by dividing the NAVD 88
 BY2472.geopotential number by the normal gravity value computed on the
 BY2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2472.degrees latitude (g = 980.6199 gals.).
 BY2472
 BY2472.The modeled gravity was interpolated from observed gravity values.
 BY2472
 BY2472;                    North         East    Units  Estimated Accuracy
 BY2472;SPC TX C     - 3,255,510.    1,161,180.      MT  (+/- 180 meters Scaled)
 BY2472
 BY2472                          SUPERSEDED SURVEY CONTROL
 BY2472
 BY2472.No superseded survey control is available for this station.
 BY2472
 BY2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR675297(NAD 83)
 BY2472_MARKER: DB = BENCH MARK DISK
 BY2472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2472_SP_SET: STAINLESS STEEL ROD
 BY2472_STAMPING: T 1290 1980
 BY2472_PROJECTION: FLUSH
 BY2472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2472+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 BY2472_ROD/PIPE-DEPTH: 4.6  meters
 BY2472
 BY2472  HISTORY     - Date     Condition        Report By
 BY2472  HISTORY     - 1980     MONUMENTED       NGS
 BY2472  HISTORY     - 20040610 GOOD             USPSQD
 BY2472
 BY2472                          STATION DESCRIPTION
 BY2472
 BY2472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2472'4.4 KM NE FROM NECHES.
 BY2472'3.9 KM. (2.45 MI.) NORTHEAST ALONG FARM ROAD 2574 FROM THE POST OFFICE
 BY2472'IN NECHES, THENCE 0.5 KM. (0.3 MI.) NORTHEAST ALONG U.S. HIGHWAY 79,
 BY2472'AT A MOBILE HOME PARK, 27.4 M. (90.0 FT.) NORTH OF THE CENTERLINE OF
 BY2472'THE HIGHWAY, 42.1 M. (138 FT.) EAST OF THE CENTERLINE OF THE ENTRANCE
 BY2472'ROAD TO THE PARK, 7.0 M. (23.0 FT.) EAST OF A POWERLINE POLE WITH A
 BY2472'TRANSFORMER, 3.4 M. (11.0 FT.) EAST OF A FENCE CORNER, 0.2 M.
 BY2472'(0.5 FT.) SOUTH OF A FENCE.  DISK IS 9 CM. BELOW GROUND, ACCESS TO
 BY2472'WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2472'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 BY2472'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BY2472
 BY2472                          STATION RECOVERY (2004)
 BY2472
 BY2472'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY2472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2556 ***********************************************************************
 BY2556  DESIGNATION -  T 1291
 BY2556  PID         -  BY2556
 BY2556  STATE/COUNTY-  TX/LEON
 BY2556  USGS QUAD   -  KEECHI (1964)
 BY2556
 BY2556                         *CURRENT SURVEY CONTROL
 BY2556  ___________________________________________________________________
 BY2556* NAD 83(1986)-  31 31 17.     (N)    095 58 21.     (W)     SCALED    
 BY2556* NAVD 88     -       129.384  (meters)     424.49   (feet)  ADJUSTED  
 BY2556  ___________________________________________________________________
 BY2556  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BY2556  DYNAMIC HT  -         129.225 (meters)     423.97  (feet)  COMP
 BY2556  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 BY2556  OBS GRAVITY -     979,406.4   (mgal)                       GRAV_OBS
 BY2556
 BY2556  VERT ORDER  -  FIRST     CLASS II
 BY2556
 BY2556.The horizontal coordinates were scaled from a topographic map and have
 BY2556.an estimated accuracy of +/- 6 seconds.
 BY2556
 BY2556.The orthometric height was determined by differential leveling
 BY2556.and adjusted by the National Geodetic Survey in June 1991..
 BY2556
 BY2556.The geoid height was determined by GEOID03.
 BY2556
 BY2556.The dynamic height is computed by dividing the NAVD 88
 BY2556.geopotential number by the normal gravity value computed on the
 BY2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2556.degrees latitude (g = 980.6199 gals.).
 BY2556
 BY2556.The modeled gravity was interpolated from observed gravity values.
 BY2556.The observed gravity was obtained from relative gravimeter ties
 BY2556.to the IGSN71 gravity network.
 BY2556
 BY2556;                    North         East    Units  Estimated Accuracy
 BY2556;SPC TX C     - 3,213,730.    1,114,060.      MT  (+/- 180 meters Scaled)
 BY2556
 BY2556                          SUPERSEDED SURVEY CONTROL
 BY2556
 BY2556.No superseded survey control is available for this station.
 BY2556
 BY2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ177912(NAD 83)
 BY2556_MARKER: I = METAL ROD
 BY2556_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2556_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2556_STAMPING: T 1291 1980
 BY2556_PROJECTION: FLUSH
 BY2556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2556+STABILITY: POSITION/ELEVATION WELL
 BY2556_ROD/PIPE-DEPTH: 12.2 meters
 BY2556_SLEEVE-DEPTH  : 11.6 meters
 BY2556
 BY2556  HISTORY     - Date     Condition        Report By
 BY2556  HISTORY     - 1980     MONUMENTED       NGS
 BY2556  HISTORY     - 1990     GOOD             USPSQD
 BY2556
 BY2556                          STATION DESCRIPTION
 BY2556
 BY2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2556'14.5 KM SW FROM OAKWOOD.
 BY2556'14.5 KM. (8.3 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BY2556'OF FARM ROAD 542 IN OAKWOOD, ALSO 11.5 KM. (7.15 MI.) NORTHEAST ALONG
 BY2556'U.S. HIGHWAY 79 FROM THE JUNCTION OF U.S. HIGHWAY 75 IN BUFFALO,
 BY2556'1.3 KM. (0.8 MI.) SOUTHWEST OF THE JUNCTION OF FARM ROAD 832, ABOUT
 BY2556'90 M. (300 FT.) SOUTHWEST OF A HIGH PRESSURE GAS LINE CROSSING, IN
 BY2556'LINE WITH THE EAST FACE OF A LARGE BRICK HOUSE OWNED BY LESTER C.
 BY2556'DANFORD, 40.5 M. (133 FT.) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BY2556'20.7 M. (68.0 FT.) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BY2556'HOUSE, 21.6 M. (71.0 FT.) SOUTH OF THE CENTER ONE OF THREE PINE TREES,
 BY2556'0.8 M. (2.6 FT.) NORTHEAST OF A WHITE WOOD FENCE.  DATUM POINT IS
 BY2556'9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BY2556'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 BY2556'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2556
 BY2556                          STATION RECOVERY (1990)
 BY2556
 BY2556'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1140 ***********************************************************************
 BZ1140  DESIGNATION -  T 1294
 BZ1140  PID         -  BZ1140
 BZ1140  STATE/COUNTY-  TX/LEON
 BZ1140  USGS QUAD   -  JEWETT (1982)
 BZ1140
 BZ1140                         *CURRENT SURVEY CONTROL
 BZ1140  ___________________________________________________________________
 BZ1140* NAD 83(1986)-  31 21 35.     (N)    096 09 48.     (W)     SCALED    
 BZ1140* NAVD 88     -       141.122  (meters)     463.00   (feet)  ADJUSTED  
 BZ1140  ___________________________________________________________________
 BZ1140  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BZ1140  DYNAMIC HT  -         140.947 (meters)     462.42  (feet)  COMP
 BZ1140  MODELED GRAV-     979,399.9   (mgal)                       NAVD 88
 BZ1140
 BZ1140  VERT ORDER  -  FIRST     CLASS II
 BZ1140
 BZ1140.The horizontal coordinates were scaled from a topographic map and have
 BZ1140.an estimated accuracy of +/- 6 seconds.
 BZ1140
 BZ1140.The orthometric height was determined by differential leveling
 BZ1140.and adjusted by the National Geodetic Survey in June 1991..
 BZ1140
 BZ1140.The geoid height was determined by GEOID03.
 BZ1140
 BZ1140.The dynamic height is computed by dividing the NAVD 88
 BZ1140.geopotential number by the normal gravity value computed on the
 BZ1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1140.degrees latitude (g = 980.6199 gals.).
 BZ1140
 BZ1140.The modeled gravity was interpolated from observed gravity values.
 BZ1140
 BZ1140;                    North         East    Units  Estimated Accuracy
 BZ1140;SPC TX C     - 3,195,120.    1,096,620.      MT  (+/- 180 meters Scaled)
 BZ1140
 BZ1140                          SUPERSEDED SURVEY CONTROL
 BZ1140
 BZ1140.No superseded survey control is available for this station.
 BZ1140
 BZ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV698729(NAD 83)
 BZ1140_MARKER: DB = BENCH MARK DISK
 BZ1140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1140_SP_SET: STAINLESS STEEL ROD
 BZ1140_STAMPING: T 1294 1980
 BZ1140_PROJECTION: RECESSED 2 CENTIMETERS
 BZ1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1140_ROD/PIPE-DEPTH: 6.4  meters
 BZ1140
 BZ1140  HISTORY     - Date     Condition        Report By
 BZ1140  HISTORY     - 1980     MONUMENTED       NGS
 BZ1140
 BZ1140                          STATION DESCRIPTION
 BZ1140
 BZ1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1140'1.6 KM NW FROM JEWETT.
 BZ1140'1.6 KM. (1.0 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1140'U.S. HIGHWAY 79 IN JEWETT, AT THE JUNCTION OF A CROSS ROAD, 22.7 M.
 BZ1140'(74.5 FT.) NORTH-NORTHEAST OF THE CENTERLINE OF THE FARM ROAD, 45.7 M.
 BZ1140'(150 FT.) NORTHWEST OF THE CENTERLINE OF THE CROSS ROAD, 13.7 M.
 BZ1140'(45.0 FT.) SOUTHEAST OF A FENCE CORNER, 37.8 M. (124 FT.) NORTHWEST
 BZ1140'OF POWERLINE POLE NUMBER 5000, 0.3 M. (1.0 FT.) SOUTHWEST OF A FENCE.
 BZ1140'DISK IS 12 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BZ1140'PLASTIC SCREW PLUG.
 BZ1140'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 BZ1140'THE MARK IS 1.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1176 ***********************************************************************
 BZ1176  DESIGNATION -  T 1295
 BZ1176  PID         -  BZ1176
 BZ1176  STATE/COUNTY-  TX/HILL
 BZ1176  USGS QUAD   -  MALONE (1978)
 BZ1176
 BZ1176                         *CURRENT SURVEY CONTROL
 BZ1176  ___________________________________________________________________
 BZ1176* NAD 83(1986)-  31 55 28.     (N)    096 54 38.     (W)     SCALED    
 BZ1176* NAVD 88     -       154.544  (meters)     507.03   (feet)  ADJUSTED  
 BZ1176  ___________________________________________________________________
 BZ1176  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BZ1176  DYNAMIC HT  -         154.357 (meters)     506.42  (feet)  COMP
 BZ1176  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 BZ1176
 BZ1176  VERT ORDER  -  FIRST     CLASS II
 BZ1176
 BZ1176.The horizontal coordinates were scaled from a topographic map and have
 BZ1176.an estimated accuracy of +/- 6 seconds.
 BZ1176
 BZ1176.The orthometric height was determined by differential leveling
 BZ1176.and adjusted by the National Geodetic Survey in June 1991..
 BZ1176
 BZ1176.The geoid height was determined by GEOID03.
 BZ1176
 BZ1176.The dynamic height is computed by dividing the NAVD 88
 BZ1176.geopotential number by the normal gravity value computed on the
 BZ1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1176.degrees latitude (g = 980.6199 gals.).
 BZ1176
 BZ1176.The modeled gravity was interpolated from observed gravity values.
 BZ1176
 BZ1176;                    North         East    Units  Estimated Accuracy
 BZ1176;SPC TXNC     - 2,029,720.      750,320.      MT  (+/- 180 meters Scaled)
 BZ1176
 BZ1176                          SUPERSEDED SURVEY CONTROL
 BZ1176
 BZ1176.No superseded survey control is available for this station.
 BZ1176
 BZ1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA975339(NAD 83)
 BZ1176_MARKER: DB = BENCH MARK DISK
 BZ1176_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BZ1176_SP_SET: HEADWALL
 BZ1176_STAMPING: T 1295 1980
 BZ1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1176+STABILITY: SURFACE MOTION
 BZ1176
 BZ1176  HISTORY     - Date     Condition        Report By
 BZ1176  HISTORY     - 1980     MONUMENTED       NGS
 BZ1176  HISTORY     - 19950408 GOOD             USPSQD
 BZ1176  HISTORY     - 20031011 GOOD             USPSQD
 BZ1176
 BZ1176                          STATION DESCRIPTION
 BZ1176
 BZ1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1176'1.7 KM NW FROM MALONE.
 BZ1176'1.7 KM. (1.05 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1176'OF FARM ROAD 308 IN MALONE, 0.15 KM. (0.1 MI.) SOUTHEAST OF A CROSS
 BZ1176'ROAD LEADING NORTHEAST AND SOUTHWEST, IN THE CENTER OF THE NORTHEAST
 BZ1176'END OF A BOX CULVERT UNDER THE HIGHWAY, 8.5 M. (28.0 FT.) NORTHEAST
 BZ1176'OF THE CENTERLINE OF THE HIGHWAY.
 BZ1176'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BZ1176
 BZ1176                          STATION RECOVERY (1995)
 BZ1176
 BZ1176'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1176'RECOVERED IN GOOD CONDITION.
 BZ1176
 BZ1176                          STATION RECOVERY (2003)
 BZ1176
 BZ1176'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2429 ***********************************************************************
 BY2429  DESIGNATION -  T 1296
 BY2429  PID         -  BY2429
 BY2429  STATE/COUNTY-  TX/HOUSTON
 BY2429  USGS QUAD   -  LOVELADY NORTH (1963)
 BY2429
 BY2429                         *CURRENT SURVEY CONTROL
 BY2429  ___________________________________________________________________
 BY2429* NAD 83(1986)-  31 11 18.     (N)    095 28 44.     (W)     SCALED    
 BY2429* NAVD 88     -        99.976  (meters)     328.00   (feet)  ADJUSTED  
 BY2429  ___________________________________________________________________
 BY2429  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BY2429  DYNAMIC HT  -          99.850 (meters)     327.59  (feet)  COMP
 BY2429  MODELED GRAV-     979,378.8   (mgal)                       NAVD 88
 BY2429
 BY2429  VERT ORDER  -  FIRST     CLASS II
 BY2429
 BY2429.The horizontal coordinates were scaled from a topographic map and have
 BY2429.an estimated accuracy of +/- 6 seconds.
 BY2429
 BY2429.The orthometric height was determined by differential leveling
 BY2429.and adjusted by the National Geodetic Survey in June 1991..
 BY2429
 BY2429.The geoid height was determined by GEOID03.
 BY2429
 BY2429.The dynamic height is computed by dividing the NAVD 88
 BY2429.geopotential number by the normal gravity value computed on the
 BY2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2429.degrees latitude (g = 980.6199 gals.).
 BY2429
 BY2429.The modeled gravity was interpolated from observed gravity values.
 BY2429
 BY2429;                    North         East    Units  Estimated Accuracy
 BY2429;SPC TX C     - 3,178,780.    1,162,510.      MT  (+/- 180 meters Scaled)
 BY2429
 BY2429                          SUPERSEDED SURVEY CONTROL
 BY2429
 BY2429.No superseded survey control is available for this station.
 BY2429
 BY2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ637531(NAD 83)
 BY2429_MARKER: DB = BENCH MARK DISK
 BY2429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2429_SP_SET: STAINLESS STEEL ROD
 BY2429_STAMPING: T 1296 1980
 BY2429_PROJECTION: FLUSH
 BY2429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2429_ROD/PIPE-DEPTH: 7.6  meters
 BY2429
 BY2429  HISTORY     - Date     Condition        Report By
 BY2429  HISTORY     - 1980     MONUMENTED       NGS
 BY2429
 BY2429                          STATION DESCRIPTION
 BY2429
 BY2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2429'7.2 KM NORTH FROM LOVELADY.
 BY2429'7.2 KM. (4.5 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY2429'FARM ROADS 230 AND 1280 IN LOVELADY, AT A METAL GATE WHICH LEADS WEST
 BY2429'TO A PASTURE AREA, 45.1 M. (148 FT.) WEST OF THE CENTERLINE OF THE
 BY2429'HIGHWAY, 10.2 M. (33.4 FT.) WEST OF THE WEST RAIL OF THE MISSOURI
 BY2429'PACIFIC RAILROAD, 6.7 M. (22.0 FT.) SOUTH OF THE CENTER OF THE METAL
 BY2429'GATE, 4.1 M. (13.4 FT.) WEST OF A POWERLINE POLE.  DISK IS 12 CM.
 BY2429'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW
 BY2429'PLUG.
 BY2429'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BY2429'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2440 ***********************************************************************
 BY2440  DESIGNATION -  T 1297
 BY2440  PID         -  BY2440
 BY2440  STATE/COUNTY-  TX/HOUSTON
 BY2440  USGS QUAD   -  GRAPELAND (1951)
 BY2440
 BY2440                         *CURRENT SURVEY CONTROL
 BY2440  ___________________________________________________________________
 BY2440* NAD 83(1986)-  31 24 47.     (N)    095 28 27.     (W)     SCALED    
 BY2440* NAVD 88     -       135.052  (meters)     443.08   (feet)  ADJUSTED  
 BY2440  ___________________________________________________________________
 BY2440  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY2440  DYNAMIC HT  -         134.884 (meters)     442.53  (feet)  COMP
 BY2440  MODELED GRAV-     979,391.9   (mgal)                       NAVD 88
 BY2440
 BY2440  VERT ORDER  -  FIRST     CLASS II
 BY2440
 BY2440.The horizontal coordinates were scaled from a topographic map and have
 BY2440.an estimated accuracy of +/- 6 seconds.
 BY2440
 BY2440.The orthometric height was determined by differential leveling
 BY2440.and adjusted by the National Geodetic Survey in June 1991..
 BY2440
 BY2440.The geoid height was determined by GEOID03.
 BY2440
 BY2440.The dynamic height is computed by dividing the NAVD 88
 BY2440.geopotential number by the normal gravity value computed on the
 BY2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2440.degrees latitude (g = 980.6199 gals.).
 BY2440
 BY2440.The modeled gravity was interpolated from observed gravity values.
 BY2440
 BY2440;                    North         East    Units  Estimated Accuracy
 BY2440;SPC TX C     - 3,203,690.    1,161,870.      MT  (+/- 180 meters Scaled)
 BY2440
 BY2440                          SUPERSEDED SURVEY CONTROL
 BY2440
 BY2440.No superseded survey control is available for this station.
 BY2440
 BY2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ647780(NAD 83)
 BY2440_MARKER: DB = BENCH MARK DISK
 BY2440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2440_SP_SET: STAINLESS STEEL ROD
 BY2440_STAMPING: T 1297 1980
 BY2440_PROJECTION: FLUSH
 BY2440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2440_ROD/PIPE-DEPTH: 6.4  meters
 BY2440
 BY2440  HISTORY     - Date     Condition        Report By
 BY2440  HISTORY     - 1980     MONUMENTED       NGS
 BY2440
 BY2440                          STATION DESCRIPTION
 BY2440
 BY2440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2440'9.0 KM SOUTH FROM GRAPELAND.
 BY2440'9.0 KM. (5.6 MI.) SOUTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY2440'FROM JUNCTION OF FARM ROAD 22423 IN GRAPELAND, AT A DIRT ROAD AND
 BY2440'CATTLE GUARD LEADING NORTHEAST THROUGH A WOODEN ARCHWAY, 14.6 M.
 BY2440'(47.8 FT.) EAST OF THE CENTERLINE OF U.S. HIGHWAY 287 NORTHBOUND,
 BY2440'24.4 M. (80.0 FT.) NORTH OF THE CENTERLINE OF THE DIRT ROAD, 18.4 M.
 BY2440'(60.5 FT.) NORTH OF A CORNER FENCE POST, 8.5 M. (28.0 FT.) NORTH OF A
 BY2440'60-CM. PINE TREE, 15.8 M. (52.0 FT.) SOUTH OF A POWERLINE POLE, 0.3 M.
 BY2440'(1.0 FT.) WEST OF A FENCE, 2.4 M. (8.0 FT.) SOUTH OF A 7-CM. PINE
 BY2440'TREE.  DISK IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BY2440'10-CM. PLASTIC SCREW PLUG.
 BY2440'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BY2440'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0276 ***********************************************************************
 CU0276  DESIGNATION -  T 13
 CU0276  PID         -  CU0276
 CU0276  STATE/COUNTY-  TX/NOLAN
 CU0276  USGS QUAD   -  ROSCOE (1987)
 CU0276
 CU0276                         *CURRENT SURVEY CONTROL
 CU0276  ___________________________________________________________________
 CU0276* NAD 83(1986)-  32 26 45.     (N)    100 32 19.     (W)     SCALED    
 CU0276* NAVD 88     -       727.683  (meters)    2387.41   (feet)  POSTED    
 CU0276  ___________________________________________________________________
 CU0276  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CU0276  DYNAMIC HT  -         726.710 (meters)    2384.21  (feet)  COMP
 CU0276  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 CU0276
 CU0276  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CU0276
 CU0276.The horizontal coordinates were scaled from a topographic map and have
 CU0276.an estimated accuracy of +/- 6 seconds.
 CU0276
 CU0276.The orthometric height was determined by differential leveling
 CU0276.and adjusted by the National Geodetic Survey in 1992..
 CU0276.No vertical observational check was made to the station.
 CU0276.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CU0276.was located on a no-check spur therefore a value was not computed.
 CU0276
 CU0276.The geoid height was determined by GEOID03.
 CU0276
 CU0276.The dynamic height is computed by dividing the NAVD 88
 CU0276.geopotential number by the normal gravity value computed on the
 CU0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0276.degrees latitude (g = 980.6199 gals.).
 CU0276
 CU0276.The modeled gravity was interpolated from observed gravity values.
 CU0276
 CU0276;                    North         East    Units  Estimated Accuracy
 CU0276;SPC TXNC     - 2,088,260.      408,330.      MT  (+/- 180 meters Scaled)
 CU0276
 CU0276                          SUPERSEDED SURVEY CONTROL
 CU0276
 CU0276  NGVD 29 (??/??/92)  727.395  (m)         2386.46   (f) ADJ UNCH    1 2
 CU0276
 CU0276.Superseded values are not recommended for survey control.
 CU0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0276.See file dsdata.txt to determine how the superseded data were derived.
 CU0276
 CU0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA553908(NAD 83)
 CU0276_MARKER: B = BOLT
 CU0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0276_SP_SET: BUILDING
 CU0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0276
 CU0276  HISTORY     - Date     Condition        Report By
 CU0276  HISTORY     - UNK      MONUMENTED       CGS
 CU0276  HISTORY     - 1956     GOOD             NGS
 CU0276  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0276
 CU0276                          STATION DESCRIPTION
 CU0276
 CU0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0276'IN ROSCOE.
 CU0276'AT ROSCOE, 2 BLOCKS WEST AND 1 BLOCK SOUTH OF THE TEXAS AND PACIFIC
 CU0276'RAILROAD STATION, AT THE NORTHEAST CORNER OF THE INTERSECTION OF 1ST
 CU0276'AND CYPRESS STREETS, SET VERTICALLY IN THE WEST SIDE OF A STONE
 CU0276'BUILDING OCCUPIED BY THE EDD DODDS GROCERY, 5.9 FEET NORTH OF THE
 CU0276'SOUTHWEST CORNER OF THE BUILDING, 1.6 FEET ABOVE THE SIDEWALK.
 CU0276
 CU0276                          STATION RECOVERY (1982)
 CU0276
 CU0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2315 ***********************************************************************
 CS2315  DESIGNATION -  T 130
 CS2315  PID         -  CS2315
 CS2315  STATE/COUNTY-  TX/PARKER
 CS2315  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2315
 CS2315                         *CURRENT SURVEY CONTROL
 CS2315  ___________________________________________________________________
 CS2315* NAD 83(1986)-  32 45 54.     (N)    097 48 01.     (W)     SCALED    
 CS2315* NAVD 88     -       309.800  (meters)    1016.40   (feet)  ADJUSTED  
 CS2315  ___________________________________________________________________
 CS2315  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CS2315  DYNAMIC HT  -         309.421 (meters)    1015.16  (feet)  COMP
 CS2315  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 CS2315
 CS2315  VERT ORDER  -  FIRST     CLASS II
 CS2315
 CS2315.The horizontal coordinates were scaled from a topographic map and have
 CS2315.an estimated accuracy of +/- 6 seconds.
 CS2315
 CS2315.The orthometric height was determined by differential leveling
 CS2315.and adjusted by the National Geodetic Survey in June 1991..
 CS2315
 CS2315.The geoid height was determined by GEOID03.
 CS2315
 CS2315.The dynamic height is computed by dividing the NAVD 88
 CS2315.geopotential number by the normal gravity value computed on the
 CS2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2315.degrees latitude (g = 980.6199 gals.).
 CS2315
 CS2315.The modeled gravity was interpolated from observed gravity values.
 CS2315
 CS2315;                    North         East    Units  Estimated Accuracy
 CS2315;SPC TXNC     - 2,122,010.      665,560.      MT  (+/- 180 meters Scaled)
 CS2315
 CS2315                          SUPERSEDED SURVEY CONTROL
 CS2315
 CS2315  NGVD 29 (??/??/92)  309.713  (m)         1016.12   (f) ADJ UNCH    1 2
 CS2315
 CS2315.Superseded values are not recommended for survey control.
 CS2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2315.See file dsdata.txt to determine how the superseded data were derived.
 CS2315
 CS2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB123258(NAD 83)
 CS2315_MARKER: DB = BENCH MARK DISK
 CS2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2315_STAMPING: T 130 1952
 CS2315_MARK LOGO: CGS   
 CS2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2315+STABILITY: SURFACE MOTION
 CS2315
 CS2315  HISTORY     - Date     Condition        Report By
 CS2315  HISTORY     - 1952     MONUMENTED       CGS
 CS2315  HISTORY     - 1964     GOOD             NGS
 CS2315  HISTORY     - 1983     GOOD             NGS
 CS2315  HISTORY     - 19970524 GOOD             USPSQD
 CS2315  HISTORY     - 20020317 POOR             USPSQD
 CS2315  HISTORY     - 20040327 POOR             USPSQD
 CS2315
 CS2315                          STATION DESCRIPTION
 CS2315
 CS2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2315'0.2 MI W FROM WEATHERFORD.
 CS2315'0.2 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS2315'WEATHERFORD, 48 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 CS2315'CROSSING, 28.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 10 FEET
 CS2315'WEST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST, SET IN THE
 CS2315'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CS2315
 CS2315                          STATION RECOVERY (1983)
 CS2315
 CS2315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2315'RECOVERED IN GOOD CONDITION.
 CS2315
 CS2315                          STATION RECOVERY (1997)
 CS2315
 CS2315'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2315'RECOVERED IN GOOD CONDITION.
 CS2315
 CS2315                          STATION RECOVERY (2002)
 CS2315
 CS2315'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2315'MARK RECOVERED IN POOR CONDITION.
 CS2315
 CS2315                          STATION RECOVERY (2004)
 CS2315
 CS2315'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2315'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1116 ***********************************************************************
 BZ1116  DESIGNATION -  T 1300
 BZ1116  PID         -  BZ1116
 BZ1116  STATE/COUNTY-  TX/BELL
 BZ1116  USGS QUAD   -  TROY (1993)
 BZ1116
 BZ1116                         *CURRENT SURVEY CONTROL
 BZ1116  ___________________________________________________________________
 BZ1116* NAD 83(1986)-  31 12 25.     (N)    097 18 10.     (W)     SCALED    
 BZ1116* NAVD 88     -       207.711  (meters)     681.47   (feet)  ADJUSTED  
 BZ1116  ___________________________________________________________________
 BZ1116  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ1116  DYNAMIC HT  -         207.438 (meters)     680.57  (feet)  COMP
 BZ1116  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 BZ1116  OBS GRAVITY -     979,322.3   (mgal)                       GRAV_OBS
 BZ1116
 BZ1116  VERT ORDER  -  FIRST     CLASS II
 BZ1116
 BZ1116.The horizontal coordinates were scaled from a topographic map and have
 BZ1116.an estimated accuracy of +/- 6 seconds.
 BZ1116
 BZ1116.The orthometric height was determined by differential leveling
 BZ1116.and adjusted by the National Geodetic Survey in June 1991..
 BZ1116
 BZ1116.The geoid height was determined by GEOID03.
 BZ1116
 BZ1116.The dynamic height is computed by dividing the NAVD 88
 BZ1116.geopotential number by the normal gravity value computed on the
 BZ1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1116.degrees latitude (g = 980.6199 gals.).
 BZ1116
 BZ1116.The modeled gravity was interpolated from observed gravity values.
 BZ1116.The observed gravity was obtained from relative gravimeter ties
 BZ1116.to the IGSN71 gravity network.
 BZ1116
 BZ1116;                    North         East    Units  Estimated Accuracy
 BZ1116;SPC TX C     - 3,174,680.      988,740.      MT  (+/- 180 meters Scaled)
 BZ1116
 BZ1116                          SUPERSEDED SURVEY CONTROL
 BZ1116
 BZ1116.No superseded survey control is available for this station.
 BZ1116
 BZ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV616537(NAD 83)
 BZ1116_MARKER: DB = BENCH MARK DISK
 BZ1116_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1116_SP_SET: OVERPASS
 BZ1116_STAMPING: T 1300 1980
 BZ1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1116+STABILITY: POSITION/ELEVATION WELL
 BZ1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1116+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1116
 BZ1116  HISTORY     - Date     Condition        Report By
 BZ1116  HISTORY     - 1980     MONUMENTED       NGS
 BZ1116  HISTORY     - 19910511 GOOD             USPSQD
 BZ1116  HISTORY     - 19950715 GOOD             USPSQD
 BZ1116  HISTORY     - 20010317 GOOD             USPSQD
 BZ1116  HISTORY     - 20031011 GOOD             USPSQD
 BZ1116  HISTORY     - 20050726 GOOD             USPSQD
 BZ1116
 BZ1116                          STATION DESCRIPTION
 BZ1116
 BZ1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1116'IN TROY.
 BZ1116'IN TROY, AT THE JUNCTION OF INTERSTATE 35 AND FARM ROAD 935, IN TOP OF
 BZ1116'THE SOUTHEAST BRIDGE SUPPORT THAT IS USED AS A WALKWAY, ALONG THE FARM
 BZ1116'ROAD 935 OVERPASS, 8.1 M. (26.7 FT.) WEST OF THE CENTERLINE OF THE
 BZ1116'EAST FRONTAGE ROAD OF I-35, 5.9 M. (19.4 FT.) SOUTH OF THE CENTERLINE
 BZ1116'OF THE FARM ROAD, 0.8 M. (2.6 FT.) NORTHWEST OF THE EAST END OF THE
 BZ1116'SOUTH GUARDRAIL OF THE WALKWAY.  NOTE-THE TEXAS HIGHWAY DEPARTMENT
 BZ1116'ENGINEERS STATE THAT THIS OVERPASS IS SETTING ON SOLID ROCK.
 BZ1116'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 BZ1116
 BZ1116                          STATION RECOVERY (1991)
 BZ1116
 BZ1116'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1116'RECOVERED IN GOOD CONDITION.
 BZ1116
 BZ1116                          STATION RECOVERY (1995)
 BZ1116
 BZ1116'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1116'RECOVERED IN GOOD CONDITION.
 BZ1116
 BZ1116                          STATION RECOVERY (2001)
 BZ1116
 BZ1116'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ1116'RECOVERED IN GOOD CONDITION.
 BZ1116
 BZ1116                          STATION RECOVERY (2003)
 BZ1116
 BZ1116'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ1116'RECOVERED IN GOOD CONDITION.
 BZ1116
 BZ1116                          STATION RECOVERY (2005)
 BZ1116
 BZ1116'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1070 ***********************************************************************
 BZ1070  DESIGNATION -  T 1301
 BZ1070  PID         -  BZ1070
 BZ1070  STATE/COUNTY-  TX/MCLENNAN
 BZ1070  USGS QUAD   -  WEST (1979)
 BZ1070
 BZ1070                         *CURRENT SURVEY CONTROL
 BZ1070  ___________________________________________________________________
 BZ1070* NAD 83(1986)-  31 45 13.     (N)    097 06 16.     (W)     SCALED    
 BZ1070* NAVD 88     -       174.096  (meters)     571.18   (feet)  ADJUSTED  
 BZ1070  ___________________________________________________________________
 BZ1070  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BZ1070  DYNAMIC HT  -         173.879 (meters)     570.47  (feet)  COMP
 BZ1070  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 BZ1070
 BZ1070  VERT ORDER  -  FIRST     CLASS II
 BZ1070
 BZ1070.The horizontal coordinates were scaled from a topographic map and have
 BZ1070.an estimated accuracy of +/- 6 seconds.
 BZ1070
 BZ1070.The orthometric height was determined by differential leveling
 BZ1070.and adjusted by the National Geodetic Survey in June 1991..
 BZ1070
 BZ1070.The geoid height was determined by GEOID03.
 BZ1070
 BZ1070.The dynamic height is computed by dividing the NAVD 88
 BZ1070.geopotential number by the normal gravity value computed on the
 BZ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1070.degrees latitude (g = 980.6199 gals.).
 BZ1070
 BZ1070.The modeled gravity was interpolated from observed gravity values.
 BZ1070
 BZ1070;                    North         East    Units  Estimated Accuracy
 BZ1070;SPC TX C     - 3,235,800.    1,005,870.      MT  (+/- 180 meters Scaled)
 BZ1070
 BZ1070                          SUPERSEDED SURVEY CONTROL
 BZ1070
 BZ1070.No superseded survey control is available for this station.
 BZ1070
 BZ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA795146(NAD 83)
 BZ1070_MARKER: DB = BENCH MARK DISK
 BZ1070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1070_SP_SET: OVERPASS PIER
 BZ1070_STAMPING: T 1301 1980
 BZ1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1070
 BZ1070  HISTORY     - Date     Condition        Report By
 BZ1070  HISTORY     - 1980     MONUMENTED       NGS
 BZ1070  HISTORY     - 19910511 GOOD             USPSQD
 BZ1070  HISTORY     - 19950715 GOOD             USPSQD
 BZ1070  HISTORY     - 20010317 GOOD             USPSQD
 BZ1070  HISTORY     - 20040110 GOOD             USPSQD
 BZ1070
 BZ1070                          STATION DESCRIPTION
 BZ1070
 BZ1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1070'6.0 KM SOUTH FROM WEST.
 BZ1070'6.0 KM. (3.7 MI.) SOUTH ALONG THE FRONTAGE ROAD, WHICH PARALLELS
 BZ1070'INTERSTATE 35 ON THE WEST SIDE FROM THE JUNCTION OF FARM ROAD 2114 IN
 BZ1070'WEST, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWESTERNMOST
 BZ1070'CONCRETE PIER OF THE WIGGINS ROAD OVERPASS, 7.4 M. (24.4 FT.) WEST OF
 BZ1070'THE CENTERLINE OF THE FRONTAGE ROAD, 30.5 M. (100 FT.) SOUTHEAST OF A
 BZ1070'POWERLINE POLE.  NOTE-THE PIER IS 6.4 M. (21.0 FT.) TALL AND WAS SET
 BZ1070'INTO HARD LIMESTONE WITH A PRESSURE EXCEEDING 90 TONS.
 BZ1070'THE MARK IS 1.3 M ABOVE THE GROUND.
 BZ1070
 BZ1070                          STATION RECOVERY (1991)
 BZ1070
 BZ1070'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1070'RECOVERED IN GOOD CONDITION.
 BZ1070
 BZ1070                          STATION RECOVERY (1995)
 BZ1070
 BZ1070'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1070'RECOVERED IN GOOD CONDITION.
 BZ1070
 BZ1070                          STATION RECOVERY (2001)
 BZ1070
 BZ1070'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1070'RECOVERED IN GOOD CONDITION.
 BZ1070
 BZ1070                          STATION RECOVERY (2004)
 BZ1070
 BZ1070'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1097 ***********************************************************************
 BZ1097  DESIGNATION -  T 1302
 BZ1097  PID         -  BZ1097
 BZ1097  STATE/COUNTY-  TX/MCLENNAN
 BZ1097  USGS QUAD   -  LORENA (1993)
 BZ1097
 BZ1097                         *CURRENT SURVEY CONTROL
 BZ1097  ___________________________________________________________________
 BZ1097* NAD 83(1986)-  31 26 34.     (N)    097 10 56.     (W)     SCALED    
 BZ1097* NAVD 88     -       186.559  (meters)     612.07   (feet)  ADJUSTED  
 BZ1097  ___________________________________________________________________
 BZ1097  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BZ1097  DYNAMIC HT  -         186.321 (meters)     611.29  (feet)  COMP
 BZ1097  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 BZ1097
 BZ1097  VERT ORDER  -  FIRST     CLASS II
 BZ1097
 BZ1097.The horizontal coordinates were scaled from a topographic map and have
 BZ1097.an estimated accuracy of +/- 6 seconds.
 BZ1097
 BZ1097.The orthometric height was determined by differential leveling
 BZ1097.and adjusted by the National Geodetic Survey in June 1991..
 BZ1097
 BZ1097.The geoid height was determined by GEOID03.
 BZ1097
 BZ1097.The dynamic height is computed by dividing the NAVD 88
 BZ1097.geopotential number by the normal gravity value computed on the
 BZ1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1097.degrees latitude (g = 980.6199 gals.).
 BZ1097
 BZ1097.The modeled gravity was interpolated from observed gravity values.
 BZ1097
 BZ1097;                    North         East    Units  Estimated Accuracy
 BZ1097;SPC TX C     - 3,201,140.      999,480.      MT  (+/- 180 meters Scaled)
 BZ1097
 BZ1097                          SUPERSEDED SURVEY CONTROL
 BZ1097
 BZ1097.No superseded survey control is available for this station.
 BZ1097
 BZ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV727801(NAD 83)
 BZ1097_MARKER: I = METAL ROD
 BZ1097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1097_SP_SET: STAINLESS STEEL ROD
 BZ1097_STAMPING: T 1302 1980
 BZ1097_PROJECTION: FLUSH
 BZ1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1097+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1097_ROD/PIPE-DEPTH: 4.2  meters
 BZ1097
 BZ1097  HISTORY     - Date     Condition        Report By
 BZ1097  HISTORY     - 1980     MONUMENTED       NGS
 BZ1097  HISTORY     - 19950715 GOOD             USPSQD
 BZ1097  HISTORY     - 20010317 GOOD             USPSQD
 BZ1097  HISTORY     - 20031011 GOOD             USPSQD
 BZ1097  HISTORY     - 20050727 GOOD             USPSQD
 BZ1097
 BZ1097                          STATION DESCRIPTION
 BZ1097
 BZ1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1097'10.5 KM SOUTH FROM WACO.
 BZ1097'10.5 KM. (6.5 MI.) SOUTH ALONG THE J.H. KULTGEN EXPRESSWAY WHICH
 BZ1097'PARALLELS THE WEST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF VALLEY
 BZ1097'MILLS DRIVE AT THE SOUTH EDGE OF WACO, AT A DRIVEWAY LEADING
 BZ1097'NORTHWEST, ALSO 7.5 KM. (4.65 MI.) NORTH ALONG THE FRONTAGE ROAD FROM
 BZ1097'THE JUNCTION OF FARM ROAD 283 IN LORENA, 14.3 M. (46.8 FT.)
 BZ1097'WEST-SOUTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD (J.H. KULTGEN
 BZ1097'EXPRESSWAY), 21.3 M. (70.0 FT.) NORTHEAST OF THE CENTER OF THE
 BZ1097'DRIVEWAY ENTRANCE, 1.5 M. (5.0 FT.) NORTHEAST OF A POWERLINE POLE WITH
 BZ1097'TRANSFORMER, 8.3 M. (27.3 FT.) NORTHEAST OF THE NORTHEASTERNMOST
 BZ1097'GATEPOST.  NOTE-ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD LIMESTONE.
 BZ1097'DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THEOUGH A
 BZ1097'13-CM. LOGO CAP.
 BZ1097'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BZ1097'THE MARK IS 0.6 M BELOW THE ROAD.
 BZ1097
 BZ1097                          STATION RECOVERY (1995)
 BZ1097
 BZ1097'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1097'RECOVERED IN GOOD CONDITION.
 BZ1097
 BZ1097                          STATION RECOVERY (2001)
 BZ1097
 BZ1097'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1097'RECOVERED IN GOOD CONDITION.
 BZ1097
 BZ1097                          STATION RECOVERY (2003)
 BZ1097
 BZ1097'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1097'RECOVERED IN GOOD CONDITION.
 BZ1097
 BZ1097                          STATION RECOVERY (2005)
 BZ1097
 BZ1097'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0778 ***********************************************************************
 BM0778  DESIGNATION -  T 1303
 BM0778  PID         -  BM0778
 BM0778  STATE/COUNTY-  TX/BELL
 BM0778  USGS QUAD   -  BARTLETT (1989)
 BM0778
 BM0778                         *CURRENT SURVEY CONTROL
 BM0778  ___________________________________________________________________
 BM0778* NAD 83(1986)-  30 48 21.     (N)    097 25 20.     (W)     SCALED    
 BM0778* NAVD 88     -       181.637  (meters)     595.92   (feet)  ADJUSTED  
 BM0778  ___________________________________________________________________
 BM0778  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BM0778  DYNAMIC HT  -         181.396 (meters)     595.13  (feet)  COMP
 BM0778  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BM0778
 BM0778  VERT ORDER  -  FIRST     CLASS II
 BM0778
 BM0778.The horizontal coordinates were scaled from a topographic map and have
 BM0778.an estimated accuracy of +/- 6 seconds.
 BM0778
 BM0778.The orthometric height was determined by differential leveling
 BM0778.and adjusted by the National Geodetic Survey in June 1991..
 BM0778
 BM0778.The geoid height was determined by GEOID03.
 BM0778
 BM0778.The dynamic height is computed by dividing the NAVD 88
 BM0778.geopotential number by the normal gravity value computed on the
 BM0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0778.degrees latitude (g = 980.6199 gals.).
 BM0778
 BM0778.The modeled gravity was interpolated from observed gravity values.
 BM0778
 BM0778;                    North         East    Units  Estimated Accuracy
 BM0778;SPC TX C     - 3,129,930.      978,520.      MT  (+/- 180 meters Scaled)
 BM0778
 BM0778                          SUPERSEDED SURVEY CONTROL
 BM0778
 BM0778.No superseded survey control is available for this station.
 BM0778
 BM0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV509091(NAD 83)
 BM0778_MARKER: I = METAL ROD
 BM0778_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0778_SP_SET: STAINLESS STEEL ROD
 BM0778_STAMPING: T 1303 1980
 BM0778_MARK LOGO: NGS   
 BM0778_PROJECTION: RECESSED 4 CENTIMETERS
 BM0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0778+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0778_ROD/PIPE-DEPTH: 7.6  meters
 BM0778
 BM0778  HISTORY     - Date     Condition        Report By
 BM0778  HISTORY     - 1980     MONUMENTED       NGS
 BM0778  HISTORY     - 1990     GOOD             USPSQD
 BM0778  HISTORY     - 20010317 GOOD             USPSQD
 BM0778  HISTORY     - 20050725 GOOD             USPSQD
 BM0778
 BM0778                          STATION DESCRIPTION
 BM0778
 BM0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0778'1.2 KM (0.75 MI) NORTH FROM BARTLETT.
 BM0778'1.2 KM (0.75 MI) NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0778'FARM ROAD 487 IN BARTLETT, AT THE JUNCTION OF A DIRT ROAD LEADING TO
 BM0778'THE MASON HEREFORD RANCH, 18.0 METERS (59.0 FT) WEST-NORTHWEST OF THE
 BM0778'CENTERLINE OF THE HIGHWAY, 40.0 METERS (131 FT) SOUTH-SOUTHWEST OF THE
 BM0778'CENTERLINE OF THE ROAD, 49.4 METERS (162 FT) SOUTHEAST OF THE
 BM0778'NORTHEAST CORNER OF THE MAIN METAL RANCH BUILDING, 21.6 METERS
 BM0778'(71.0 FT) NORTH OF A POWERLINE POLE, 0.9 METER (3.0 FT) SOUTH OF A
 BM0778'CORNER FENCE POST, 0.3 METER (1.0 FT) EAST-SOUTHEAST OF A FENCE.
 BM0778'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 BM0778'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BM0778
 BM0778                          STATION RECOVERY (1990)
 BM0778
 BM0778'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0778'RECOVERED IN GOOD CONDITION.
 BM0778
 BM0778                          STATION RECOVERY (2001)
 BM0778
 BM0778'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0778'RECOVERED IN GOOD CONDITION.
 BM0778
 BM0778                          STATION RECOVERY (2005)
 BM0778
 BM0778'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0778'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0802 ***********************************************************************
 BM0802  DESIGNATION -  T 1304
 BM0802  PID         -  BM0802
 BM0802  STATE/COUNTY-  TX/WILLIAMSON
 BM0802  USGS QUAD   -  ROUND ROCK (1987)
 BM0802
 BM0802                         *CURRENT SURVEY CONTROL
 BM0802  ___________________________________________________________________
 BM0802* NAD 83(1986)-  30 31 20.     (N)    097 41 05.     (W)     SCALED    
 BM0802* NAVD 88     -       220.084  (meters)     722.06   (feet)  ADJUSTED  
 BM0802  ___________________________________________________________________
 BM0802  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM0802  DYNAMIC HT  -         219.785 (meters)     721.08  (feet)  COMP
 BM0802  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 BM0802
 BM0802  VERT ORDER  -  FIRST     CLASS II
 BM0802
 BM0802.The horizontal coordinates were scaled from a topographic map and have
 BM0802.an estimated accuracy of +/- 6 seconds.
 BM0802
 BM0802.The orthometric height was determined by differential leveling
 BM0802.and adjusted by the National Geodetic Survey in June 1991..
 BM0802
 BM0802.The geoid height was determined by GEOID03.
 BM0802
 BM0802.The dynamic height is computed by dividing the NAVD 88
 BM0802.geopotential number by the normal gravity value computed on the
 BM0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0802.degrees latitude (g = 980.6199 gals.).
 BM0802
 BM0802.The modeled gravity was interpolated from observed gravity values.
 BM0802
 BM0802;                    North         East    Units  Estimated Accuracy
 BM0802;SPC TX C     - 3,097,870.      954,160.      MT  (+/- 180 meters Scaled)
 BM0802
 BM0802                          SUPERSEDED SURVEY CONTROL
 BM0802
 BM0802.No superseded survey control is available for this station.
 BM0802
 BM0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU261773(NAD 83)
 BM0802_MARKER: I = METAL ROD
 BM0802_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0802_SP_SET: STAINLESS STEEL ROD
 BM0802_STAMPING: T 1304 1980
 BM0802_MARK LOGO: NGS   
 BM0802_PROJECTION: FLUSH
 BM0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0802+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0802_ROD/PIPE-DEPTH: 3.1  meters
 BM0802
 BM0802  HISTORY     - Date     Condition        Report By
 BM0802  HISTORY     - 1980     MONUMENTED       NGS
 BM0802  HISTORY     - 1990     GOOD             USPSQD
 BM0802  HISTORY     - 19990602 MARK NOT FOUND   USPSQD
 BM0802  HISTORY     - 20050724 GOOD             USPSQD
 BM0802
 BM0802                          STATION DESCRIPTION
 BM0802
 BM0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0802'1.8 KM (1.1 MI) NORTH FROM ROUND ROCK.
 BM0802'1.8 KM (1.1 MI) NORTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE JUNCTION
 BM0802'OF RANCH ROAD 620 IN ROUND ROCK, APPROXIMATELY 90 METERS NORTH OF
 BM0802'ONION BRANCH CREEK, 17.0 METERS (56.0 FT) EAST OF THE CENTERLINE OF
 BM0802'THE HIGHWAY, 3.9 METERS (13.0 FT) EAST-NORTHEAST OF THE EXTENDED
 BM0802'CENTERLINE OF NORTH MAYS STREET, 35.6 METERS (117 FT) EAST AND ACROSS
 BM0802'THE HIGHWAY FROM A FIRE HYDRANT, 8.8 METERS (29.0 FT) NORTH-NORTHEAST
 BM0802'OF A 45-CM GUM TREE, 0.3 METER (1.0 FT) WEST OF A FENCE.
 BM0802'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BM0802'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BM0802
 BM0802                          STATION RECOVERY (1990)
 BM0802
 BM0802'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0802'RECOVERED IN GOOD CONDITION.
 BM0802
 BM0802                          STATION RECOVERY (1999)
 BM0802
 BM0802'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0802'MARK NOT FOUND.
 BM0802
 BM0802                          STATION RECOVERY (2005)
 BM0802
 BM0802'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0802'DESCRIPTION IS GOOD.  NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0751 ***********************************************************************
 BM0751  DESIGNATION -  T 1305
 BM0751  PID         -  BM0751
 BM0751  STATE/COUNTY-  TX/HAYS
 BM0751  USGS QUAD   -  BUDA (1994)
 BM0751
 BM0751                         *CURRENT SURVEY CONTROL
 BM0751  ___________________________________________________________________
 BM0751* NAD 83(1986)-  30 05 20.     (N)    097 49 07.     (W)     SCALED    
 BM0751* NAVD 88     -       213.853  (meters)     701.62   (feet)  ADJUSTED  
 BM0751  ___________________________________________________________________
 BM0751  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0751  DYNAMIC HT  -         213.555 (meters)     700.64  (feet)  COMP
 BM0751  MODELED GRAV-     979,242.4   (mgal)                       NAVD 88
 BM0751
 BM0751  VERT ORDER  -  FIRST     CLASS II
 BM0751
 BM0751.The horizontal coordinates were scaled from a topographic map and have
 BM0751.an estimated accuracy of +/- 6 seconds.
 BM0751
 BM0751.The orthometric height was determined by differential leveling
 BM0751.and adjusted by the National Geodetic Survey in June 1991..
 BM0751
 BM0751.The geoid height was determined by GEOID03.
 BM0751
 BM0751.The dynamic height is computed by dividing the NAVD 88
 BM0751.geopotential number by the normal gravity value computed on the
 BM0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0751.degrees latitude (g = 980.6199 gals.).
 BM0751
 BM0751.The modeled gravity was interpolated from observed gravity values.
 BM0751
 BM0751;                    North         East    Units  Estimated Accuracy
 BM0751;SPC TXSC     - 4,250,560.      713,880.      MT  (+/- 180 meters Scaled)
 BM0751
 BM0751                          SUPERSEDED SURVEY CONTROL
 BM0751
 BM0751.No superseded survey control is available for this station.
 BM0751
 BM0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU138292(NAD 83)
 BM0751_MARKER: DB = BENCH MARK DISK
 BM0751_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0751_SP_SET: OVERPASS PIER
 BM0751_STAMPING: T 1305 1980
 BM0751_MARK LOGO: NGS   
 BM0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0751
 BM0751  HISTORY     - Date     Condition        Report By
 BM0751  HISTORY     - 1980     MONUMENTED       NGS
 BM0751  HISTORY     - 1990     GOOD             USPSQD
 BM0751  HISTORY     - 19910116 GOOD             USPSQD
 BM0751  HISTORY     - 19930808 GOOD             USPSQD
 BM0751  HISTORY     - 19950726 GOOD             USPSQD
 BM0751  HISTORY     - 19990925 GOOD             USPSQD
 BM0751
 BM0751                          STATION DESCRIPTION
 BM0751
 BM0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0751'12.7 KM (7.9 MI) NE FROM KYLE.
 BM0751'12.7 KM (7.9 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BM0751'35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE, AT THE LOOP 4
 BM0751'UNDERPASS, SET VERTICALLY IN THE EASTERNMOST ONE OF THE ONLY GROUP OF
 BM0751'THREE PIERS ON THE NORTH SIDE OF LOOP 4 SUPPORTING THE NORTHBOUND
 BM0751'LANES OF THE INTERSTATE, 7.6 METERS (25.0 FT) NORTH OF THE CENTERLINE
 BM0751'OF LOOP 4.
 BM0751'THE MARK IS 1.2 M ABOVE THE SIDEWALK.
 BM0751
 BM0751                          STATION RECOVERY (1990)
 BM0751
 BM0751'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0751'RECOVERED IN GOOD CONDITION.
 BM0751
 BM0751                          STATION RECOVERY (1991)
 BM0751
 BM0751'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0751'RECOVERED IN GOOD CONDITION.
 BM0751
 BM0751                          STATION RECOVERY (1993)
 BM0751
 BM0751'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BM0751'RECOVERED IN GOOD CONDITION.
 BM0751
 BM0751                          STATION RECOVERY (1995)
 BM0751
 BM0751'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0751'RECOVERED IN GOOD CONDITION.
 BM0751
 BM0751                          STATION RECOVERY (1999)
 BM0751
 BM0751'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2443 ***********************************************************************
 AX2443  DESIGNATION -  T 1306
 AX2443  PID         -  AX2443
 AX2443  STATE/COUNTY-  TX/HAYS
 AX2443  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2443
 AX2443                         *CURRENT SURVEY CONTROL
 AX2443  ___________________________________________________________________
 AX2443* NAD 83(1986)-  29 51 36.     (N)    097 57 03.     (W)     SCALED    
 AX2443* NAVD 88     -       183.632  (meters)     602.47   (feet)  ADJUSTED  
 AX2443  ___________________________________________________________________
 AX2443  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AX2443  DYNAMIC HT  -         183.373 (meters)     601.62  (feet)  COMP
 AX2443  MODELED GRAV-     979,225.7   (mgal)                       NAVD 88
 AX2443
 AX2443  VERT ORDER  -  FIRST     CLASS II
 AX2443
 AX2443.The horizontal coordinates were scaled from a topographic map and have
 AX2443.an estimated accuracy of +/- 6 seconds.
 AX2443
 AX2443.The orthometric height was determined by differential leveling
 AX2443.and adjusted by the National Geodetic Survey in June 1991..
 AX2443
 AX2443.The geoid height was determined by GEOID03.
 AX2443
 AX2443.The dynamic height is computed by dividing the NAVD 88
 AX2443.geopotential number by the normal gravity value computed on the
 AX2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2443.degrees latitude (g = 980.6199 gals.).
 AX2443
 AX2443.The modeled gravity was interpolated from observed gravity values.
 AX2443
 AX2443;                    North         East    Units  Estimated Accuracy
 AX2443;SPC TXSC     - 4,225,070.      701,360.      MT  (+/- 180 meters Scaled)
 AX2443
 AX2443                          SUPERSEDED SURVEY CONTROL
 AX2443
 AX2443.No superseded survey control is available for this station.
 AX2443
 AX2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU013037(NAD 83)
 AX2443_MARKER: DB = BENCH MARK DISK
 AX2443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2443_SP_SET: HEADWALL
 AX2443_STAMPING: T 1306 1980
 AX2443_MARK LOGO: NGS   
 AX2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2443
 AX2443  HISTORY     - Date     Condition        Report By
 AX2443  HISTORY     - 1980     MONUMENTED       NGS
 AX2443  HISTORY     - 1990     GOOD             USPSQD
 AX2443  HISTORY     - 19930808 GOOD             USPSQD
 AX2443  HISTORY     - 19990925 GOOD             USPSQD
 AX2443  HISTORY     - 20020928 GOOD             USPSQD
 AX2443
 AX2443                          STATION DESCRIPTION
 AX2443
 AX2443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2443'1.8 KM (1.1 MI) SW FROM SAN MARCOS.
 AX2443'1.8 KM (1.1 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AX2443'35 FROM THE JUNCTION OF LOOP 82 AND STATE HIGHWAY 123 IN SAN MARCOS,
 AX2443'IN TOP AND 1.0 METER (3.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 AX2443'WEST HEADWALL OF A FOUR CHANNEL BOX CULVERT UNDER THE FRONTAGE ROAD,
 AX2443'6.7 METERS (22.9 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 AX2443'4.6 METERS (15.0 FT) EAST OF A GUYED POWERLINE POLE.  NOTE-THIS
 AX2443'CULVERT IS SET IN HARD LIMESTONE AND AUSTIN CHALK.
 AX2443'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AX2443
 AX2443                          STATION RECOVERY (1990)
 AX2443
 AX2443'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AX2443'RECOVERED IN GOOD CONDITION.
 AX2443
 AX2443                          STATION RECOVERY (1993)
 AX2443
 AX2443'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2443'RECOVERED IN GOOD CONDITION.
 AX2443
 AX2443                          STATION RECOVERY (1999)
 AX2443
 AX2443'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2443'RECOVERED IN GOOD CONDITION.
 AX2443
 AX2443                          STATION RECOVERY (2002)
 AX2443
 AX2443'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 AX2443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1577 ***********************************************************************
 AY1577  DESIGNATION -  T 1307
 AY1577  PID         -  AY1577
 AY1577  STATE/COUNTY-  TX/COMAL
 AY1577  USGS QUAD   -  HUNTER (1994)
 AY1577
 AY1577                         *CURRENT SURVEY CONTROL
 AY1577  ___________________________________________________________________
 AY1577* NAD 83(1986)-  29 47 38.     (N)    098 01 21.     (W)     SCALED    
 AY1577* NAVD 88     -       186.249  (meters)     611.05   (feet)  ADJUSTED  
 AY1577  ___________________________________________________________________
 AY1577  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY1577  DYNAMIC HT  -         185.985 (meters)     610.19  (feet)  COMP
 AY1577  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 AY1577
 AY1577  VERT ORDER  -  FIRST     CLASS II
 AY1577
 AY1577.The horizontal coordinates were scaled from a topographic map and have
 AY1577.an estimated accuracy of +/- 6 seconds.
 AY1577
 AY1577.The orthometric height was determined by differential leveling
 AY1577.and adjusted by the National Geodetic Survey in June 1991..
 AY1577
 AY1577.The geoid height was determined by GEOID03.
 AY1577
 AY1577.The dynamic height is computed by dividing the NAVD 88
 AY1577.geopotential number by the normal gravity value computed on the
 AY1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1577.degrees latitude (g = 980.6199 gals.).
 AY1577
 AY1577.The modeled gravity was interpolated from observed gravity values.
 AY1577
 AY1577;                    North         East    Units  Estimated Accuracy
 AY1577;SPC TXSC     - 4,217,680.      694,500.      MT  (+/- 180 meters Scaled)
 AY1577
 AY1577                          SUPERSEDED SURVEY CONTROL
 AY1577
 AY1577.No superseded survey control is available for this station.
 AY1577
 AY1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT944963(NAD 83)
 AY1577_MARKER: DB = BENCH MARK DISK
 AY1577_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1577_SP_SET: OVERPASS PIER
 AY1577_STAMPING: T 1307 1980
 AY1577_MARK LOGO: NGS   
 AY1577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1577+STABILITY: POSITION/ELEVATION WELL
 AY1577
 AY1577  HISTORY     - Date     Condition        Report By
 AY1577  HISTORY     - 1980     MONUMENTED       NGS
 AY1577  HISTORY     - 1989     GOOD             USPSQD
 AY1577  HISTORY     - 1989     GOOD             USPSQD
 AY1577  HISTORY     - 1990     GOOD             USPSQD
 AY1577  HISTORY     - 19930808 GOOD             USPSQD
 AY1577  HISTORY     - 19990925 GOOD             USPSQD
 AY1577  HISTORY     - 20060719 GOOD             USPSQD
 AY1577
 AY1577                          STATION DESCRIPTION
 AY1577
 AY1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1577'12.9 KM (8.0 MI) SW FROM SAN MARCOS.
 AY1577'12.9 KM (8.0 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1577'35 FROM THE JUNCTION OF LOOP 82 AND STATE HIGHWAY 123 IN SAN MARCOS,
 AY1577'AT THE YORK CREEK ROAD (FARM ROAD 1102) OVERPASS, SET VERTICALLY IN
 AY1577'THE SOUTH FACE OF THE SOUTHERNMOST ONE OF TWO PIERS IN THE CENTER SET
 AY1577'OF SEVEN SETS OF PIERS SUPPORTING THE OVERPASS, 29.0 METERS (95.0 FT)
 AY1577'WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE INTERSTATE,
 AY1577'25.0 METERS (82.0 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 AY1577'OF THE INTERSTATE.  NOTE-THE PIER IN WHICH THE BENCH MARK IS SET IS
 AY1577'RESTING ON SOLID ROCK.
 AY1577'THE MARK IS 1.4 M ABOVE THE GROUND.
 AY1577
 AY1577                          STATION RECOVERY (1989)
 AY1577
 AY1577'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1577'RECOVERED IN GOOD CONDITION.
 AY1577
 AY1577                          STATION RECOVERY (1989)
 AY1577
 AY1577'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1577'RECOVERED IN GOOD CONDITION.
 AY1577
 AY1577                          STATION RECOVERY (1990)
 AY1577
 AY1577'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY1577'RECOVERED IN GOOD CONDITION.
 AY1577
 AY1577                          STATION RECOVERY (1993)
 AY1577
 AY1577'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1577'RECOVERED IN GOOD CONDITION.
 AY1577
 AY1577                          STATION RECOVERY (1999)
 AY1577
 AY1577'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1577'RECOVERED IN GOOD CONDITION.
 AY1577
 AY1577                          STATION RECOVERY (2006)
 AY1577
 AY1577'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2322 ***********************************************************************
 CS2322  DESIGNATION -  T 131
 CS2322  PID         -  CS2322
 CS2322  STATE/COUNTY-  TX/PARKER
 CS2322  USGS QUAD   -  GARNER (1979)
 CS2322
 CS2322                         *CURRENT SURVEY CONTROL
 CS2322  ___________________________________________________________________
 CS2322* NAD 83(1986)-  32 47 11.     (N)    097 54 59.     (W)     SCALED    
 CS2322* NAVD 88     -       330.293  (meters)    1083.64   (feet)  ADJUSTED  
 CS2322  ___________________________________________________________________
 CS2322  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CS2322  DYNAMIC HT  -         329.887 (meters)    1082.30  (feet)  COMP
 CS2322  MODELED GRAV-     979,400.4   (mgal)                       NAVD 88
 CS2322
 CS2322  VERT ORDER  -  FIRST     CLASS II
 CS2322
 CS2322.The horizontal coordinates were scaled from a topographic map and have
 CS2322.an estimated accuracy of +/- 6 seconds.
 CS2322
 CS2322.The orthometric height was determined by differential leveling
 CS2322.and adjusted by the National Geodetic Survey in June 1991..
 CS2322
 CS2322.The geoid height was determined by GEOID03.
 CS2322
 CS2322.The dynamic height is computed by dividing the NAVD 88
 CS2322.geopotential number by the normal gravity value computed on the
 CS2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2322.degrees latitude (g = 980.6199 gals.).
 CS2322
 CS2322.The modeled gravity was interpolated from observed gravity values.
 CS2322
 CS2322;                    North         East    Units  Estimated Accuracy
 CS2322;SPC TXNC     - 2,124,320.      654,670.      MT  (+/- 180 meters Scaled)
 CS2322
 CS2322                          SUPERSEDED SURVEY CONTROL
 CS2322
 CS2322  NGVD 29 (??/??/92)  330.202  (m)         1083.34   (f) ADJ UNCH    1 2
 CS2322
 CS2322.Superseded values are not recommended for survey control.
 CS2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2322.See file dsdata.txt to determine how the superseded data were derived.
 CS2322
 CS2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB014281(NAD 83)
 CS2322_MARKER: DB = BENCH MARK DISK
 CS2322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2322_SP_SET: CULVERT
 CS2322_STAMPING: T 131 1952
 CS2322_MARK LOGO: CGS   
 CS2322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2322
 CS2322  HISTORY     - Date     Condition        Report By
 CS2322  HISTORY     - 1952     MONUMENTED       CGS
 CS2322  HISTORY     - 1956     GOOD             NGS
 CS2322  HISTORY     - 1983     GOOD             NGS
 CS2322  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2322
 CS2322                          STATION DESCRIPTION
 CS2322
 CS2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS2322'6.2 MI NE FROM MILLSAP.
 CS2322'6.2 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CS2322'STATION AT MILLSAP, PARKER COUNTY, 7.4 MILES WEST OF THE STATION AT
 CS2322'WEATHERFORD, 4-1/2 POLES EAST OF A ROAD CROSSING, AT A CONCRETE
 CS2322'CULVERT UNDER THE TRACK, IN THE TOP OF THE WEST END OF THE SOUTH
 CS2322'HEADWALL, 18.3 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 6 FEET LOWER
 CS2322'THAN THE RAIL.
 CS2322
 CS2322                          STATION RECOVERY (1983)
 CS2322
 CS2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2322'RECOVERED IN GOOD CONDITION.
 CS2322
 CS2322                          STATION RECOVERY (2004)
 CS2322
 CS2322'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0758 ***********************************************************************
 DN0758  DESIGNATION -  T 132
 DN0758  PID         -  DN0758
 DN0758  STATE/COUNTY-  TX/WISE
 DN0758  USGS QUAD   -  PECAN CREEK (1978)
 DN0758
 DN0758                         *CURRENT SURVEY CONTROL
 DN0758  ___________________________________________________________________
 DN0758* NAD 83(1986)-  33 15 44.     (N)    097 36 28.     (W)     SCALED    
 DN0758* NAVD 88     -       287.847  (meters)     944.38   (feet)  ADJUSTED  
 DN0758  ___________________________________________________________________
 DN0758  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DN0758  DYNAMIC HT  -         287.515 (meters)     943.29  (feet)  COMP
 DN0758  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 DN0758
 DN0758  VERT ORDER  -  FIRST     CLASS II
 DN0758
 DN0758.The horizontal coordinates were scaled from a topographic map and have
 DN0758.an estimated accuracy of +/- 6 seconds.
 DN0758
 DN0758.The orthometric height was determined by differential leveling
 DN0758.and adjusted by the National Geodetic Survey in June 1991..
 DN0758
 DN0758.The geoid height was determined by GEOID03.
 DN0758
 DN0758.The dynamic height is computed by dividing the NAVD 88
 DN0758.geopotential number by the normal gravity value computed on the
 DN0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0758.degrees latitude (g = 980.6199 gals.).
 DN0758
 DN0758.The modeled gravity was interpolated from observed gravity values.
 DN0758
 DN0758;                    North         East    Units  Estimated Accuracy
 DN0758;SPC TXNC     - 2,177,280.      683,120.      MT  (+/- 180 meters Scaled)
 DN0758
 DN0758                          SUPERSEDED SURVEY CONTROL
 DN0758
 DN0758  NGVD 29 (??/??/92)  287.774  (m)          944.14   (f) ADJ UNCH    1 2
 DN0758
 DN0758.Superseded values are not recommended for survey control.
 DN0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0758.See file dsdata.txt to determine how the superseded data were derived.
 DN0758
 DN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB296812(NAD 83)
 DN0758_MARKER: DB = BENCH MARK DISK
 DN0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0758_STAMPING: T 132 1952
 DN0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0758+STABILITY: SURFACE MOTION
 DN0758
 DN0758  HISTORY     - Date     Condition        Report By
 DN0758  HISTORY     - 1952     MONUMENTED       CGS
 DN0758  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0758
 DN0758                          STATION DESCRIPTION
 DN0758
 DN0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0758'2.65 MI NW FROM DECATUR.
 DN0758'2.65 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD
 DN0758'FROM THE STATION AT DECATUR, 6 POLES SOUTHEAST OF MILEPOST 43, 33.8
 DN0758'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5.9 FEET NORTHEAST OF A FENCE,
 DN0758'3.3 FEET SOUTH OF A TELEGRAPH POLE, 2.5 FEET NORTHWEST OF A WITNESS
 DN0758'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 DN0758'THE GROUND.
 DN0758
 DN0758                          STATION RECOVERY (1997)
 DN0758
 DN0758'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0061 ***********************************************************************
 DO0061  DESIGNATION -  T 133
 DO0061  PID         -  DO0061
 DO0061  STATE/COUNTY-  TX/CLAY
 DO0061  USGS QUAD   -  BELLEVUE (1968)
 DO0061
 DO0061                         *CURRENT SURVEY CONTROL
 DO0061  ___________________________________________________________________
 DO0061* NAD 83(1986)-  33 39 04.     (N)    098 02 30.     (W)     SCALED    
 DO0061* NAVD 88     -       307.265  (meters)    1008.09   (feet)  ADJUSTED  
 DO0061  ___________________________________________________________________
 DO0061  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DO0061  DYNAMIC HT  -         306.923 (meters)    1006.96  (feet)  COMP
 DO0061  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 DO0061
 DO0061  VERT ORDER  -  FIRST     CLASS II
 DO0061
 DO0061.The horizontal coordinates were scaled from a topographic map and have
 DO0061.an estimated accuracy of +/- 6 seconds.
 DO0061
 DO0061.The orthometric height was determined by differential leveling
 DO0061.and adjusted by the National Geodetic Survey in June 1991..
 DO0061.WARNING-Repeat measurements at this control monument indicate possible
 DO0061.vertical movement.
 DO0061
 DO0061.The geoid height was determined by GEOID03.
 DO0061
 DO0061.The dynamic height is computed by dividing the NAVD 88
 DO0061.geopotential number by the normal gravity value computed on the
 DO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0061.degrees latitude (g = 980.6199 gals.).
 DO0061
 DO0061.The modeled gravity was interpolated from observed gravity values.
 DO0061
 DO0061;                    North         East    Units  Estimated Accuracy
 DO0061;SPC TXNC     - 2,220,150.      642,510.      MT  (+/- 180 meters Scaled)
 DO0061
 DO0061                          SUPERSEDED SURVEY CONTROL
 DO0061
 DO0061  NGVD 29 (??/??/92)  307.176  (m)         1007.79   (f) ADJ UNCH    1 2
 DO0061
 DO0061.Superseded values are not recommended for survey control.
 DO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0061.See file dsdata.txt to determine how the superseded data were derived.
 DO0061
 DO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC888238(NAD 83)
 DO0061_MARKER: DB = BENCH MARK DISK
 DO0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0061_SP_SET: CULVERT
 DO0061_STAMPING: T 133 1933 1007.793
 DO0061_MARK LOGO: CGS   
 DO0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0061
 DO0061  HISTORY     - Date     Condition        Report By
 DO0061  HISTORY     - 1933     MONUMENTED       CGS
 DO0061  HISTORY     - 1961     GOOD             NGS
 DO0061  HISTORY     - 1984     GOOD             NGS
 DO0061
 DO0061                          STATION DESCRIPTION
 DO0061
 DO0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0061'2.0 MI NW FROM BELLEVUE.
 DO0061'ABOUT 0.1 MILE NORTH ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DO0061'BELLEVUE, THENCE 1.9 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER
 DO0061'RAILWAY, 0.3 MILE NORTHWEST OF MILEPOST 81, 10 FEET SOUTHWEST OF THE
 DO0061'SOUTHWEST RAIL, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 DO0061'CONCRETE HEAD WALL OF A 20-INCH STEEL CULVERT UNDER THE RAILROAD, 77
 DO0061'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANE OF U. S.
 DO0061'HIGHWAY 287, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND 3 FEET
 DO0061'BELOW THE LEVEL OF THE TRACK.
 DO0061
 DO0061                          STATION RECOVERY (1984)
 DO0061
 DO0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0061'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DO0061'TO REACH FOLLOWS.  20.7 KM (12.85 MI) NORTHWESTERLY ALONG THE
 DO0061'BURLINGTON NORTHERN RAILROAD FROM THE STATION IN BOWIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0070 ***********************************************************************
 EN0070  DESIGNATION -  T 134
 EN0070  PID         -  EN0070
 EN0070  STATE/COUNTY-  TX/CHILDRESS
 EN0070  USGS QUAD   -  CHILDRESS (1981)
 EN0070
 EN0070                         *CURRENT SURVEY CONTROL
 EN0070  ___________________________________________________________________
 EN0070* NAD 83(1986)-  34 24 13.     (N)    100 08 23.     (W)     SCALED    
 EN0070* NAVD 88     -       520.921  (meters)    1709.06   (feet)  POSTED    
 EN0070  ___________________________________________________________________
 EN0070  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EN0070  DYNAMIC HT  -         520.330 (meters)    1707.12  (feet)  COMP
 EN0070  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 EN0070
 EN0070  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EN0070
 EN0070.The horizontal coordinates were scaled from a topographic map and have
 EN0070.an estimated accuracy of +/- 6 seconds.
 EN0070
 EN0070.The orthometric height was determined by differential leveling
 EN0070.and adjusted by the National Geodetic Survey in 1992..
 EN0070.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EN0070.rate of 2.1 thru 3.0 mm/km.
 EN0070
 EN0070.The geoid height was determined by GEOID03.
 EN0070
 EN0070.The dynamic height is computed by dividing the NAVD 88
 EN0070.geopotential number by the normal gravity value computed on the
 EN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0070.degrees latitude (g = 980.6199 gals.).
 EN0070
 EN0070.The modeled gravity was interpolated from observed gravity values.
 EN0070
 EN0070;                    North         East    Units  Estimated Accuracy
 EN0070;SPC TX N     - 1,045,640.      325,080.      MT  (+/- 180 meters Scaled)
 EN0070
 EN0070                          SUPERSEDED SURVEY CONTROL
 EN0070
 EN0070  NGVD 29 (??/??/92)  520.672  (m)         1708.24   (f) ADJ UNCH    1 2
 EN0070
 EN0070.Superseded values are not recommended for survey control.
 EN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0070.See file dsdata.txt to determine how the superseded data were derived.
 EN0070
 EN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD952074(NAD 83)
 EN0070_MARKER: DB = BENCH MARK DISK
 EN0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0070_SP_SET: BRIDGE
 EN0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0070
 EN0070  HISTORY     - Date     Condition        Report By
 EN0070  HISTORY     - UNK      MONUMENTED       CGS
 EN0070  HISTORY     - 1933     GOOD             NGS
 EN0070  HISTORY     - 1966     MARK NOT FOUND   USGS
 EN0070  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0070
 EN0070                          STATION DESCRIPTION
 EN0070
 EN0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0070'4.6 MI NW FROM KIRKLAND.
 EN0070'AT MILEAGE 216.04, SET IN NORTHEAST END OF SOUTHEAST ABUTMENT OF
 EN0070'CONCRETE BRIDGE.
 EN0070
 EN0070                          STATION RECOVERY (1966)
 EN0070
 EN0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EN0070'MARK NOT FOUND.
 EN0070
 EN0070                          STATION RECOVERY (1984)
 EN0070
 EN0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0070'THE MARK MAY STILL BE IN PLACE UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0179 ***********************************************************************
 EN0179  DESIGNATION -  T 135
 EN0179  PID         -  EN0179
 EN0179  STATE/COUNTY-  TX/DONLEY
 EN0179  USGS QUAD   -  LELIA LAKE CREEK (1982)
 EN0179
 EN0179                         *CURRENT SURVEY CONTROL
 EN0179  ___________________________________________________________________
 EN0179* NAD 83(1986)-  34 52 46.     (N)    100 43 44.     (W)     SCALED    
 EN0179* NAVD 88     -       790.314  (meters)    2592.89   (feet)  ADJUSTED  
 EN0179  ___________________________________________________________________
 EN0179  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EN0179  DYNAMIC HT  -         789.412 (meters)    2589.93  (feet)  COMP
 EN0179  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 EN0179
 EN0179  VERT ORDER  -  FIRST     CLASS II
 EN0179
 EN0179.The horizontal coordinates were scaled from a topographic map and have
 EN0179.an estimated accuracy of +/- 6 seconds.
 EN0179
 EN0179.The orthometric height was determined by differential leveling
 EN0179.and adjusted by the National Geodetic Survey in June 1991..
 EN0179
 EN0179.The geoid height was determined by GEOID03.
 EN0179
 EN0179.The dynamic height is computed by dividing the NAVD 88
 EN0179.geopotential number by the normal gravity value computed on the
 EN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0179.degrees latitude (g = 980.6199 gals.).
 EN0179
 EN0179.The modeled gravity was interpolated from observed gravity values.
 EN0179
 EN0179;                    North         East    Units  Estimated Accuracy
 EN0179;SPC TX N     - 1,097,840.      270,490.      MT  (+/- 180 meters Scaled)
 EN0179
 EN0179                          SUPERSEDED SURVEY CONTROL
 EN0179
 EN0179  NGVD 29 (??/??/92)  789.953  (m)         2591.70   (f) ADJ UNCH    1 2
 EN0179
 EN0179.Superseded values are not recommended for survey control.
 EN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0179.See file dsdata.txt to determine how the superseded data were derived.
 EN0179
 EN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD419610(NAD 83)
 EN0179_MARKER: DB = BENCH MARK DISK
 EN0179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EN0179_STAMPING: T 135 1933 2591.704
 EN0179_MARK LOGO: CGS   
 EN0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0179+STABILITY: SURFACE MOTION
 EN0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0179+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0179
 EN0179  HISTORY     - Date     Condition        Report By
 EN0179  HISTORY     - 1933     MONUMENTED       CGS
 EN0179  HISTORY     - 1933     GOOD             NGS
 EN0179  HISTORY     - 1934     GOOD             NGS
 EN0179  HISTORY     - 1984     GOOD             NGS
 EN0179  HISTORY     - 20050804 GOOD             USPSQD
 EN0179
 EN0179                          STATION DESCRIPTION
 EN0179
 EN0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0179'3.8 MI NW FROM HEDLEY.
 EN0179'SET IN EAST END OF NORTH HEADWALL OF RAILROAD DRAIN STRUCTURE AT
 EN0179'MILEAGE 267.85.
 EN0179
 EN0179                          STATION RECOVERY (1934)
 EN0179
 EN0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0179'RECOVERED IN GOOD CONDITION.
 EN0179
 EN0179                          STATION RECOVERY (1984)
 EN0179
 EN0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0179'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  17.3 KM
 EN0179'(10.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EN0179'STATE HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, 0.2 KM (0.1 MI)
 EN0179'SOUTHEAST OF RAILROAD MILEPOST 268, IN THE SOUTHEAST END OF THE
 EN0179'NORTHEAST CONCRETE HEADWALL OF AN 18- BY 24-FOOT ARCHED CULVERT UNDER
 EN0179'THE BURLINGTON NORTHERN RAILROAD, 58.2 M (190.9 FT) NORTHEAST OF THE
 EN0179'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 29.0 M
 EN0179'(95.1 FT) NORTHEAST OF THE NEAR RAIL, AND 0.5 M (1.6 FT) NORTHWEST OF
 EN0179'THE SOUTHEAST END OF THE HEADWALL.
 EN0179'THE MARK IS 3.1 M BELOW THE TRACKS.
 EN0179
 EN0179                          STATION RECOVERY (2005)
 EN0179
 EN0179'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0179'FOUND AS DESCRIBED.  GRAVEL WAS COVERING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0078 ***********************************************************************
 GK0078  DESIGNATION -  T 136
 GK0078  PID         -  GK0078
 GK0078  STATE/COUNTY-  TX/OCHILTREE
 GK0078  USGS QUAD   -  PERRYTON SE (1973)
 GK0078
 GK0078                         *CURRENT SURVEY CONTROL
 GK0078  ___________________________________________________________________
 GK0078* NAD 83(1986)-  36 17 23.     (N)    100 47 30.     (W)     SCALED    
 GK0078* NAVD 88     -       899.182  (meters)    2950.07   (feet)  ADJUSTED  
 GK0078  ___________________________________________________________________
 GK0078  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GK0078  DYNAMIC HT  -         898.237 (meters)    2946.97  (feet)  COMP
 GK0078  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 GK0078
 GK0078  VERT ORDER  -  FIRST     CLASS II
 GK0078
 GK0078.The horizontal coordinates were scaled from a topographic map and have
 GK0078.an estimated accuracy of +/- 6 seconds.
 GK0078
 GK0078.The orthometric height was determined by differential leveling
 GK0078.and adjusted by the National Geodetic Survey in June 1991..
 GK0078
 GK0078.The geoid height was determined by GEOID03.
 GK0078
 GK0078.The dynamic height is computed by dividing the NAVD 88
 GK0078.geopotential number by the normal gravity value computed on the
 GK0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0078.degrees latitude (g = 980.6199 gals.).
 GK0078
 GK0078.The modeled gravity was interpolated from observed gravity values.
 GK0078
 GK0078;                    North         East    Units  Estimated Accuracy
 GK0078;SPC TX N     - 1,254,250.      263,630.      MT  (+/- 180 meters Scaled)
 GK0078
 GK0078                          SUPERSEDED SURVEY CONTROL
 GK0078
 GK0078  NGVD 29 (??/??/92)  898.809  (m)         2948.84   (f) ADJ UNCH    1 2
 GK0078
 GK0078.Superseded values are not recommended for survey control.
 GK0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0078.See file dsdata.txt to determine how the superseded data were derived.
 GK0078
 GK0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF391175(NAD 83)
 GK0078_MARKER: DB = BENCH MARK DISK
 GK0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0078_STAMPING: T-136 1934
 GK0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0078+STABILITY: SURFACE MOTION
 GK0078
 GK0078  HISTORY     - Date     Condition        Report By
 GK0078  HISTORY     - 1934     MONUMENTED       CGS
 GK0078  HISTORY     - 1941     GOOD             NGS
 GK0078
 GK0078                          STATION DESCRIPTION
 GK0078
 GK0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0078'7.4 MI SE FROM PERRYTON.
 GK0078'7.4 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 50 FEET WEST OF
 GK0078'THE CENTERLINE OF U.S. HIGHWAY 83 UNDER CONSTRUCTION 90 FEET NORTHWEST
 GK0078'OF THE JUNCTION OF THE HIGHWAY AND EAST AND WEST COUNTY ROAD. 7 FEET
 GK0078'NORTH OF THE FENCE CORNER AND ONE FOOT EAST OF THE RIGHT-OF-WAY FENCE
 GK0078'LINE.
 GK0078
 GK0078                          STATION RECOVERY (1941)
 GK0078
 GK0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 GK0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0006 ***********************************************************************
 FL0006  DESIGNATION -  T 137
 FL0006  PID         -  FL0006
 FL0006  STATE/COUNTY-  TX/HEMPHILL
 FL0006  USGS QUAD   -  CANADIAN EAST (1972)
 FL0006
 FL0006                         *CURRENT SURVEY CONTROL
 FL0006  ___________________________________________________________________
 FL0006* NAD 83(1986)-  35 56 28.     (N)    100 22 11.     (W)     SCALED    
 FL0006* NAVD 88     -       709.788  (meters)    2328.70   (feet)  ADJUSTED  
 FL0006  ___________________________________________________________________
 FL0006  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FL0006  DYNAMIC HT  -         709.031 (meters)    2326.21  (feet)  COMP
 FL0006  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 FL0006
 FL0006  VERT ORDER  -  FIRST     CLASS II
 FL0006
 FL0006.The horizontal coordinates were scaled from a topographic map and have
 FL0006.an estimated accuracy of +/- 6 seconds.
 FL0006
 FL0006.The orthometric height was determined by differential leveling
 FL0006.and adjusted by the National Geodetic Survey in June 1991..
 FL0006
 FL0006.The geoid height was determined by GEOID03.
 FL0006
 FL0006.The dynamic height is computed by dividing the NAVD 88
 FL0006.geopotential number by the normal gravity value computed on the
 FL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0006.degrees latitude (g = 980.6199 gals.).
 FL0006
 FL0006.The modeled gravity was interpolated from observed gravity values.
 FL0006
 FL0006;                    North         East    Units  Estimated Accuracy
 FL0006;SPC TX N     - 1,215,930.      301,980.      MT  (+/- 180 meters Scaled)
 FL0006
 FL0006                          SUPERSEDED SURVEY CONTROL
 FL0006
 FL0006  NGVD 29 (??/??/92)  709.444  (m)         2327.57   (f) ADJ UNCH    1 2
 FL0006
 FL0006.Superseded values are not recommended for survey control.
 FL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0006.See file dsdata.txt to determine how the superseded data were derived.
 FL0006
 FL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE764782(NAD 83)
 FL0006_MARKER: DB = BENCH MARK DISK
 FL0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0006_STAMPING: T-137 1934
 FL0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0006+STABILITY: SURFACE MOTION
 FL0006
 FL0006  HISTORY     - Date     Condition        Report By
 FL0006  HISTORY     - 1934     MONUMENTED       CGS
 FL0006  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0006
 FL0006                          STATION DESCRIPTION
 FL0006
 FL0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0006'2.0 MI NW FROM CANADIAN.
 FL0006'2.0 MILES NORTHWEST OF AT AND SF DEPOT, AT CANADIAN 250 FEET NORTHWEST
 FL0006'OF JUNCTION OF U.S.HIGHWAYS 83 AND 60.  150 FEET NORTH OF CENTERLINE
 FL0006'OF U.S.HIGHWAY 83.  500 FEET NORTHWEST OF THE CENTERLINE OF ATCHISON
 FL0006'TOPEKA AND SANTA FE RAILROAD.  48 FEET WEST OF THE CENTERLINE OF
 FL0006'U.S.HIGHWAY 60.  NOTE-- RD. CONSTR. IN AREA.
 FL0006
 FL0006                          STATION RECOVERY (1972)
 FL0006
 FL0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1494 ***********************************************************************
 AY1494  DESIGNATION -  T 1377
 AY1494  PID         -  AY1494
 AY1494  STATE/COUNTY-  TX/WILSON
 AY1494  USGS QUAD   -  FLORESVILLE (1973)
 AY1494
 AY1494                         *CURRENT SURVEY CONTROL
 AY1494  ___________________________________________________________________
 AY1494* NAD 83(1986)-  29 12 24.     (N)    098 13 06.     (W)     SCALED    
 AY1494* NAVD 88     -       141.579  (meters)     464.50   (feet)  ADJUSTED  
 AY1494  ___________________________________________________________________
 AY1494  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY1494  DYNAMIC HT  -         141.377 (meters)     463.83  (feet)  COMP
 AY1494  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 AY1494
 AY1494  VERT ORDER  -  FIRST     CLASS II
 AY1494
 AY1494.The horizontal coordinates were scaled from a topographic map and have
 AY1494.an estimated accuracy of +/- 6 seconds.
 AY1494
 AY1494.The orthometric height was determined by differential leveling
 AY1494.and adjusted by the National Geodetic Survey in June 1991..
 AY1494
 AY1494.The geoid height was determined by GEOID03.
 AY1494
 AY1494.The dynamic height is computed by dividing the NAVD 88
 AY1494.geopotential number by the normal gravity value computed on the
 AY1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1494.degrees latitude (g = 980.6199 gals.).
 AY1494
 AY1494.The modeled gravity was interpolated from observed gravity values.
 AY1494
 AY1494;                    North         East    Units  Estimated Accuracy
 AY1494;SPC TXSC     - 4,152,460.      676,000.      MT  (+/- 180 meters Scaled)
 AY1494
 AY1494                          SUPERSEDED SURVEY CONTROL
 AY1494
 AY1494.No superseded survey control is available for this station.
 AY1494
 AY1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT759311(NAD 83)
 AY1494_MARKER: I = METAL ROD
 AY1494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1494_SP_SET: STAINLESS STEEL ROD
 AY1494_STAMPING: T 1377 1981
 AY1494_MARK LOGO: NGS   
 AY1494_PROJECTION: FLUSH
 AY1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1494_ROD/PIPE-DEPTH: 13.4 meters
 AY1494
 AY1494  HISTORY     - Date     Condition        Report By
 AY1494  HISTORY     - 1980     MONUMENTED       NGS
 AY1494  HISTORY     - 19951021 GOOD             USPSQD
 AY1494
 AY1494                          STATION DESCRIPTION
 AY1494
 AY1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1494'13.3 KM (8.25 MI) SE FROM ELMENDORF.
 AY1494'13.3 KM (8.25 MI) SOUTHEAST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1494'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT THE JUNCTION OF U.S.
 AY1494'HIGHWAY 181, ALSO 7.3 KM (4.55 MI) NORTHWEST ALONG U.S. HIGHWAY 181
 AY1494'LOOP FROM THE COURTHOUSE IN FLORESVILLE, THENCE 3.0 KM (1.9 MI)
 AY1494'NORTHWEST ALONG U.S. HIGHWAY 181, 19.2 METERS (63.0 FT) SOUTHWEST OF
 AY1494'THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 42.0 METERS
 AY1494'(138 FT) NORTHEAST OF THE CENTER OF OLD CORPUS CHRISTI ROAD,
 AY1494'26.8 METERS (88.0 FT) NORTHWEST OF THE CENTER OF THE SOUTHWEST END OF
 AY1494'A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 19.8 METERS (65.0 FT)
 AY1494'SOUTHEAST OF A POWERLINE POLE WITH A TRANSFORMER, 0.8 METER (2.7 FT)
 AY1494'NORTHWEST OF TELEPHONE POLE NUMBER 14-23-1, 0.9 METER (3.0 FT)
 AY1494'NORTHWEST OF A TELEPHONE JUNCTION BOX.
 AY1494'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 AY1494'THE MARK IS 0.9 M ABOVE U.S. HIGHWAY 181.
 AY1494
 AY1494                          STATION RECOVERY (1995)
 AY1494
 AY1494'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1957 ***********************************************************************
 AN1957  DESIGNATION -  T 1378
 AN1957  PID         -  AN1957
 AN1957  STATE/COUNTY-  TX/KARNES
 AN1957  USGS QUAD   -  KARNES CITY (1987)
 AN1957
 AN1957                         *CURRENT SURVEY CONTROL
 AN1957  ___________________________________________________________________
 AN1957* NAD 83(1986)-  28 53 40.     (N)    097 55 09.     (W)     SCALED    
 AN1957* NAVD 88     -       111.847  (meters)     366.95   (feet)  ADJUSTED  
 AN1957  ___________________________________________________________________
 AN1957  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AN1957  DYNAMIC HT  -         111.684 (meters)     366.42  (feet)  COMP
 AN1957  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 AN1957
 AN1957  VERT ORDER  -  FIRST     CLASS II
 AN1957
 AN1957.The horizontal coordinates were scaled from a topographic map and have
 AN1957.an estimated accuracy of +/- 6 seconds.
 AN1957
 AN1957.The orthometric height was determined by differential leveling
 AN1957.and adjusted by the National Geodetic Survey in June 1991..
 AN1957
 AN1957.The geoid height was determined by GEOID03.
 AN1957
 AN1957.The dynamic height is computed by dividing the NAVD 88
 AN1957.geopotential number by the normal gravity value computed on the
 AN1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1957.degrees latitude (g = 980.6199 gals.).
 AN1957
 AN1957.The modeled gravity was interpolated from observed gravity values.
 AN1957
 AN1957;                    North         East    Units  Estimated Accuracy
 AN1957;SPC TXSC     - 4,118,090.      705,410.      MT  (+/- 180 meters Scaled)
 AN1957
 AN1957                          SUPERSEDED SURVEY CONTROL
 AN1957
 AN1957.No superseded survey control is available for this station.
 AN1957
 AN1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS053967(NAD 83)
 AN1957_MARKER: I = METAL ROD
 AN1957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1957_SP_SET: STAINLESS STEEL ROD
 AN1957_STAMPING: T 1378 1981
 AN1957_MARK LOGO: NGS   
 AN1957_PROJECTION: RECESSED 6 CENTIMETERS
 AN1957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1957_ROD/PIPE-DEPTH: 4.3  meters
 AN1957
 AN1957  HISTORY     - Date     Condition        Report By
 AN1957  HISTORY     - 1981     MONUMENTED       NGS
 AN1957
 AN1957                          STATION DESCRIPTION
 AN1957
 AN1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1957'2.2 KM (1.4 MI) NW FROM KARNES CITY.
 AN1957'1.0 KM (0.6 MI) WEST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1957'COURTHOUSE IN KARNES CITY, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG U.S.
 AN1957'HIGHWAY 181, AT THE SUPERIOR FUELS PROPANE GAS STORAGE TANKS,
 AN1957'17.9 METERS (59.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AN1957'27.1 METERS (89.0 FT) WEST-SOUTHWEST OF A POWERLINE POLE WITH THREE
 AN1957'TRANSFORMERS, 37.0 METERS (121 FT) SOUTHWEST OF THE WEST CORNER OF A
 AN1957'CHAIN LINK FENCE AROUND THE TANKS, 7.6 METERS (25.0 FT) NORTHWEST OF
 AN1957'THE CENTER OF A DRIVE LEADING TO THE TANKS, 0.9 METER (3.0 FT)
 AN1957'NORTH-NORTHWEST OF A TELEPHONE JUNCTION BOX, 3.9 METERS (13.5 FT)
 AN1957'SOUTHEAST OF A FENCE JUNCTION POST, 0.3 METER (1.0 FT) SOUTHWEST OF
 AN1957'THE FENCE.  ROD WAS DRIVEN TO REFUSAL.
 AN1957'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 AN1957'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1521 ***********************************************************************
 AY1521  DESIGNATION -  T 1379
 AY1521  PID         -  AY1521
 AY1521  STATE/COUNTY-  TX/BEXAR
 AY1521  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1521
 AY1521                         *CURRENT SURVEY CONTROL
 AY1521  ___________________________________________________________________
 AY1521* NAD 83(1986)-  29 26 16.     (N)    098 28 11.     (W)     SCALED    
 AY1521* NAVD 88     -       212.439  (meters)     696.98   (feet)  ADJUSTED  
 AY1521  ___________________________________________________________________
 AY1521  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AY1521  DYNAMIC HT  -         212.130 (meters)     695.96  (feet)  COMP
 AY1521  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 AY1521
 AY1521  VERT ORDER  -  FIRST     CLASS II
 AY1521
 AY1521.The horizontal coordinates were scaled from a topographic map and have
 AY1521.an estimated accuracy of +/- 6 seconds.
 AY1521
 AY1521.The orthometric height was determined by differential leveling
 AY1521.and adjusted by the National Geodetic Survey in June 1991..
 AY1521
 AY1521.The geoid height was determined by GEOID03.
 AY1521
 AY1521.The dynamic height is computed by dividing the NAVD 88
 AY1521.geopotential number by the normal gravity value computed on the
 AY1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1521.degrees latitude (g = 980.6199 gals.).
 AY1521
 AY1521.The modeled gravity was interpolated from observed gravity values.
 AY1521
 AY1521;                    North         East    Units  Estimated Accuracy
 AY1521;SPC TXSC     - 4,177,930.      651,440.      MT  (+/- 180 meters Scaled)
 AY1521
 AY1521                          SUPERSEDED SURVEY CONTROL
 AY1521
 AY1521.No superseded survey control is available for this station.
 AY1521
 AY1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT514566(NAD 83)
 AY1521_MARKER: DB = BENCH MARK DISK
 AY1521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1521_SP_SET: OVERPASS WINGWALL
 AY1521_STAMPING: T 1379 1980
 AY1521_MARK LOGO: NGS   
 AY1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1521
 AY1521  HISTORY     - Date     Condition        Report By
 AY1521  HISTORY     - 1980     MONUMENTED       NGS
 AY1521  HISTORY     - 19870114 MARK NOT FOUND   USGS
 AY1521  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 AY1521
 AY1521                          STATION DESCRIPTION
 AY1521
 AY1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1521'IN SAN ANTONIO.
 AY1521'IN SAN ANTONIO, AT THE JUNCTION OF THE NORTH FRONTAGE ROAD OF
 AY1521'INTERSTATE 35 SOUTHBOUND AND NORTH PINE STREET, IN TOP OF THE
 AY1521'NORTHEAST END OF THE NORTHEAST WINGWALL OF AN OVERPASS OVER INTERSTATE
 AY1521'35, 6.4 METERS (21.0 FT) SOUTH OF THE CENTERLINE OF THE FRONTAGE ROAD,
 AY1521'9.1 METERS (30.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AY1521'THE STREET.
 AY1521'THE MARK IS ABOVE LEVEL WITH THE STREET.
 AY1521
 AY1521                          STATION RECOVERY (1987)
 AY1521
 AY1521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY1521'MARK NOT FOUND.
 AY1521
 AY1521                          STATION RECOVERY (1995)
 AY1521
 AY1521'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0407 ***********************************************************************
 FM0407  DESIGNATION -  T 138
 FM0407  PID         -  FM0407
 FM0407  STATE/COUNTY-  TX/OLDHAM
 FM0407  USGS QUAD   -  BOISE (1966)
 FM0407
 FM0407                         *CURRENT SURVEY CONTROL
 FM0407  ___________________________________________________________________
 FM0407* NAD 83(1986)-  35 14 23.     (N)    102 47 29.     (W)     SCALED    
 FM0407* NAVD 88     -      1246.805  (meters)    4090.56   (feet)  ADJUSTED  
 FM0407  ___________________________________________________________________
 FM0407  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 FM0407  DYNAMIC HT  -        1245.282 (meters)    4085.56  (feet)  COMP
 FM0407  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 FM0407
 FM0407  VERT ORDER  -  SECOND    CLASS 0
 FM0407
 FM0407.The horizontal coordinates were scaled from a topographic map and have
 FM0407.an estimated accuracy of +/- 6 seconds.
 FM0407
 FM0407.The orthometric height was determined by differential leveling
 FM0407.and adjusted by the National Geodetic Survey in June 1991..
 FM0407
 FM0407.The geoid height was determined by GEOID03.
 FM0407
 FM0407.The dynamic height is computed by dividing the NAVD 88
 FM0407.geopotential number by the normal gravity value computed on the
 FM0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0407.degrees latitude (g = 980.6199 gals.).
 FM0407
 FM0407.The modeled gravity was interpolated from observed gravity values.
 FM0407
 FM0407;                    North         East    Units  Estimated Accuracy
 FM0407;SPC TX N     - 1,138,300.       82,470.      MT  (+/- 180 meters Scaled)
 FM0407
 FM0407                          SUPERSEDED SURVEY CONTROL
 FM0407
 FM0407  NGVD 29 (??/??/92) 1246.238  (m)         4088.70   (f) ADJ UNCH    2 0
 FM0407
 FM0407.Superseded values are not recommended for survey control.
 FM0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0407.See file dsdata.txt to determine how the superseded data were derived.
 FM0407
 FM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV009018(NAD 83)
 FM0407_MARKER: DB = BENCH MARK DISK
 FM0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0407_STAMPING: T 138 1934
 FM0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0407+STABILITY: SURFACE MOTION
 FM0407
 FM0407  HISTORY     - Date     Condition        Report By
 FM0407  HISTORY     - 1934     MONUMENTED       CGS
 FM0407
 FM0407                          STATION DESCRIPTION
 FM0407
 FM0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0407'8.3 MI W FROM ADRIAN.
 FM0407'8.3 MILES WEST OF ROCK ISLAND RR DEPOT AT ADRIAN 300 FEET SOUTH OF
 FM0407'MILE POST 817.  3 FEET BELOW LEVEL OF RAILS.  47 FEET WEST OF
 FM0407'CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1072 ***********************************************************************
 AH1072  DESIGNATION -  T 1380
 AH1072  PID         -  AH1072
 AH1072  STATE/COUNTY-  TX/KLEBERG
 AH1072  USGS QUAD   -  RIVIERA (1979)
 AH1072
 AH1072                         *CURRENT SURVEY CONTROL
 AH1072  ___________________________________________________________________
 AH1072* NAD 83(1986)-  27 19 13.     (N)    097 49 15.     (W)     SCALED    
 AH1072* NAVD 88     -        13.171  (meters)      43.21   (feet)  ADJUSTED  
 AH1072  ___________________________________________________________________
 AH1072  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AH1072  DYNAMIC HT  -          13.150 (meters)      43.14  (feet)  COMP
 AH1072  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 AH1072
 AH1072  VERT ORDER  -  FIRST     CLASS II
 AH1072
 AH1072.The horizontal coordinates were scaled from a topographic map and have
 AH1072.an estimated accuracy of +/- 6 seconds.
 AH1072
 AH1072.The orthometric height was determined by differential leveling
 AH1072.and adjusted by the National Geodetic Survey in June 1991..
 AH1072
 AH1072.The geoid height was determined by GEOID03.
 AH1072
 AH1072.The dynamic height is computed by dividing the NAVD 88
 AH1072.geopotential number by the normal gravity value computed on the
 AH1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1072.degrees latitude (g = 980.6199 gals.).
 AH1072
 AH1072.The modeled gravity was interpolated from observed gravity values.
 AH1072
 AH1072;                    North         East    Units  Estimated Accuracy
 AH1072;SPC TX S     - 5,183,390.      367,210.      MT  (+/- 180 meters Scaled)
 AH1072
 AH1072                          SUPERSEDED SURVEY CONTROL
 AH1072
 AH1072.No superseded survey control is available for this station.
 AH1072
 AH1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR166224(NAD 83)
 AH1072_MARKER: I = METAL ROD
 AH1072_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1072_SP_SET: STAINLESS STEEL ROD
 AH1072_STAMPING: T 1380 1981
 AH1072_MARK LOGO: NGS   
 AH1072_PROJECTION: RECESSED 5 CENTIMETERS
 AH1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1072_ROD/PIPE-DEPTH: 12.2 meters
 AH1072
 AH1072  HISTORY     - Date     Condition        Report By
 AH1072  HISTORY     - 1981     MONUMENTED       NGS
 AH1072  HISTORY     - 19901007 GOOD             USPSQD
 AH1072
 AH1072                          STATION DESCRIPTION
 AH1072
 AH1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1072'2.4 KM (1.5 MI) NNW FROM RIVIERA.
 AH1072'2.4 KM (1.5 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND FROM
 AH1072'THE JUNCTION OF STATE ROUTE 285 IN RIVIERA, ALSO, 0.24 KM (0.15 MI)
 AH1072'NORTH-NORTHWEST OF COUNTY ROAD 2220 LEADING EAST, AT THE JUNCTION OF
 AH1072'AN EAST-WEST NORTH-SOUTH FENCE LINE AND 3 POWERLINE POLES
 AH1072'SOUTH-SOUTHEAST OF A SMALL BUILDING WITH THE SOUTH FACE PAINTED
 AH1072'CRAFTS, SEA SHELLS ETC. (ABANDONED), 31.4 METERS (103 FT) EAST OF THE
 AH1072'CENTERLINE OF HIGHWAY 77 NORTHBOUND, 3.8 METERS (12.4 FT)
 AH1072'NORTH-NORTHWEST OF A POWERLINE POLE, 0.3 METER (1.0 FT) WEST OF A
 AH1072'FENCE, 1.1 METERS (3.7 FT) SOUTHEAST OF A 25-CM (10-INCH) WOODEN FENCE
 AH1072'POST.
 AH1072'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 AH1072'THE MARK IS 0.61 M ABOVE THE HIGHWAY.
 AH1072
 AH1072                          STATION RECOVERY (1990)
 AH1072
 AH1072'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AH1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1937 ***********************************************************************
 AN1937  DESIGNATION -  T 1381
 AN1937  PID         -  AN1937
 AN1937  STATE/COUNTY-  TX/BEE
 AN1937  USGS QUAD   -  TULSITA (1987)
 AN1937
 AN1937                         *CURRENT SURVEY CONTROL
 AN1937  ___________________________________________________________________
 AN1937* NAD 83(1986)-  28 37 48.     (N)    097 48 27.     (W)     SCALED    
 AN1937* NAVD 88     -        94.479  (meters)     309.97   (feet)  ADJUSTED  
 AN1937  ___________________________________________________________________
 AN1937  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN1937  DYNAMIC HT  -          94.339 (meters)     309.51  (feet)  COMP
 AN1937  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 AN1937
 AN1937  VERT ORDER  -  FIRST     CLASS II
 AN1937
 AN1937.The horizontal coordinates were scaled from a topographic map and have
 AN1937.an estimated accuracy of +/- 6 seconds.
 AN1937
 AN1937.The orthometric height was determined by differential leveling
 AN1937.and adjusted by the National Geodetic Survey in June 1991..
 AN1937
 AN1937.The geoid height was determined by GEOID03.
 AN1937
 AN1937.The dynamic height is computed by dividing the NAVD 88
 AN1937.geopotential number by the normal gravity value computed on the
 AN1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1937.degrees latitude (g = 980.6199 gals.).
 AN1937
 AN1937.The modeled gravity was interpolated from observed gravity values.
 AN1937
 AN1937;                    North         East    Units  Estimated Accuracy
 AN1937;SPC TXSC     - 4,088,890.      716,600.      MT  (+/- 180 meters Scaled)
 AN1937
 AN1937                          SUPERSEDED SURVEY CONTROL
 AN1937
 AN1937.No superseded survey control is available for this station.
 AN1937
 AN1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS165675(NAD 83)
 AN1937_MARKER: I = METAL ROD
 AN1937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1937_SP_SET: STAINLESS STEEL ROD
 AN1937_STAMPING: T 1381 1981
 AN1937_MARK LOGO: NGS   
 AN1937_PROJECTION: FLUSH
 AN1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1937_ROD/PIPE-DEPTH: 8.5  meters
 AN1937
 AN1937  HISTORY     - Date     Condition        Report By
 AN1937  HISTORY     - 1981     MONUMENTED       NGS
 AN1937
 AN1937                          STATION DESCRIPTION
 AN1937
 AN1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1937'1.3 KM (0.8) NNW FROM PETTUS.
 AN1937'1.3 KM (0.8 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE
 AN1937'JUNCTION OF FARM ROAD 623 IN PETTUS, AT A GAS LINE CROSSING,
 AN1937'14.3 METERS (47.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AN1937'75.6 METERS (248 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF THE WEST
 AN1937'HEADWALL OF A FIVE CHANNEL BOX CULVERT, 5.4 METERS (18.0 FT)
 AN1937'SOUTH-SOUTHWEST OF A POLE WITH AN ELECTRIC METER, 1.5 METERS (5.0 FT)
 AN1937'SOUTH OF A POWERLINE POLE WITH A TRANSFORMER, 0.3 METER (1.0 FT) EAST
 AN1937'OF A FENCE.
 AN1937'THE MARK IS 0.75 METERS  N FROM A WITNESS POST.
 AN1937'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1905 ***********************************************************************
 AN1905  DESIGNATION -  T 1382
 AN1905  PID         -  AN1905
 AN1905  STATE/COUNTY-  TX/BEE
 AN1905  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1905
 AN1905                         *CURRENT SURVEY CONTROL
 AN1905  ___________________________________________________________________
 AN1905* NAD 83(1993)-  28 14 21.97467(N)    097 40 09.51109(W)     ADJUSTED  
 AN1905* NAVD 88     -        44.372  (meters)     145.58   (feet)  ADJUSTED  
 AN1905  ___________________________________________________________________
 AN1905  X           -    -750,449.866 (meters)                     COMP
 AN1905  Y           -  -5,572,928.101 (meters)                     COMP
 AN1905  Z           -   2,999,916.161 (meters)                     COMP
 AN1905  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AN1905  ELLIP HEIGHT-          17.24  (meters)          (02/16/96) GPS OBS
 AN1905  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1905  DYNAMIC HT  -          44.305 (meters)     145.36  (feet)  COMP
 AN1905  MODELED GRAV-     979,141.2   (mgal)                       NAVD 88
 AN1905
 AN1905  HORZ ORDER  -  THIRD
 AN1905  VERT ORDER  -  FIRST     CLASS II
 AN1905  ELLP ORDER  -  FIFTH     CLASS I
 AN1905
 AN1905.The horizontal coordinates were established by GPS observations
 AN1905.and adjusted by the National Geodetic Survey in February 1996..
 AN1905
 AN1905.The orthometric height was determined by differential leveling
 AN1905.and adjusted by the National Geodetic Survey in June 1991..
 AN1905
 AN1905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN1905
 AN1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1905
 AN1905.The ellipsoidal height was determined by GPS observations
 AN1905.and is referenced to NAD 83.
 AN1905
 AN1905.The geoid height was determined by GEOID03.
 AN1905
 AN1905.The dynamic height is computed by dividing the NAVD 88
 AN1905.geopotential number by the normal gravity value computed on the
 AN1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1905.degrees latitude (g = 980.6199 gals.).
 AN1905
 AN1905.The modeled gravity was interpolated from observed gravity values.
 AN1905
 AN1905;                    North         East     Units Scale Factor Converg.
 AN1905;SPC TXSC     - 4,045,752.872   730,601.813   MT  1.00004441   +0 39 06.9
 AN1905;SPC TXSC     -13,273,440.88  2,396,982.78   sFT  1.00004441   +0 39 06.9
 AN1905;UTM  14      - 3,124,443.953   630,553.121   MT  0.99981036   +0 37 47.0
 AN1905
 AN1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1905!SPC TXSC     -   0.99999729  x   1.00004441  =   1.00004170
 AN1905!UTM  14      -   0.99999729  x   0.99981036  =   0.99980765
 AN1905
 AN1905                          SUPERSEDED SURVEY CONTROL
 AN1905
 AN1905  NAD 83(1986)-  28 14 21.98173(N)    097 40 09.49437(W) AD(       ) 3
 AN1905  NAD 27      -  28 14 21.00969(N)    097 40 08.50228(W) AD(       ) 3
 AN1905  NGVD 29 (12/08/88)   44.38   (m)          145.6    (f) LEVELING    3  
 AN1905
 AN1905.Superseded values are not recommended for survey control.
 AN1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1905.See file dsdata.txt to determine how the superseded data were derived.
 AN1905
 AN1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3055324444(NAD 83)
 AN1905_MARKER: I = METAL ROD
 AN1905_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1905_SP_SET: STAINLESS STEEL ROD
 AN1905_STAMPING: T 1382 1981
 AN1905_MARK LOGO: NGS   
 AN1905_PROJECTION: RECESSED 6 CENTIMETERS
 AN1905_MAGNETIC: I = MARKER IS A STEEL ROD
 AN1905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1905+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1988
 AN1905_ROD/PIPE-DEPTH: 8.5  meters
 AN1905
 AN1905  HISTORY     - Date     Condition        Report By
 AN1905  HISTORY     - 1981     MONUMENTED       NGS
 AN1905  HISTORY     - 19880322 GOOD             NGS
 AN1905  HISTORY     - 1990     GOOD             USPSQD
 AN1905
 AN1905                          STATION DESCRIPTION
 AN1905
 AN1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1905'2.15 KM (1.35 MI) SE FROM SKIDMORE.
 AN1905'2.15 KM (1.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION
 AN1905'OF STATE HIGHWAY 359 IN SKIDMORE, AT THE JUNCTION OF AN ASPHALT ROAD
 AN1905'LEADING SOUTH, 20.1 METERS (66.0 FT) SOUTHWEST OF THE CENTERLINE OF
 AN1905'THE HIGHWAY, 20.7 METERS (68.0 FT) SOUTHEAST OF THE CENTER OF THE
 AN1905'ROAD, 8.8 METERS (29.0 FT) EAST-NORTHEAST OF A POWERLINE POLE WITH A
 AN1905'TRANSFORMER, 1.7 METERS (5.5 FT) NORTHWEST OF A POWERLINE POLE,
 AN1905'3.0 METERS (10.0 FT) SOUTHEAST OF A CORNER FENCE POST, 0.3 METER
 AN1905'(1.0 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 AN1905'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 AN1905'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1905
 AN1905                          STATION RECOVERY (1988)
 AN1905
 AN1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AN1905'RECOVERED IN GOOD CONDITION.
 AN1905
 AN1905                          STATION RECOVERY (1990)
 AN1905
 AN1905'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0447 ***********************************************************************
 CE0447  DESIGNATION -  T 1383
 CE0447  PID         -  CE0447
 CE0447  STATE/COUNTY-  TX/EL PASO
 CE0447  USGS QUAD   -  CANUTILLO (1995)
 CE0447
 CE0447                         *CURRENT SURVEY CONTROL
 CE0447  ___________________________________________________________________
 CE0447* NAD 83(1986)-  31 54 55.     (N)    106 36 05.     (W)     SCALED    
 CE0447* NAVD 88     -      1148.874  (meters)    3769.26   (feet)  ADJUSTED  
 CE0447  ___________________________________________________________________
 CE0447  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0447  DYNAMIC HT  -        1147.166 (meters)    3763.66  (feet)  COMP
 CE0447  MODELED GRAV-     979,112.6   (mgal)                       NAVD 88
 CE0447
 CE0447  VERT ORDER  -  FIRST     CLASS II
 CE0447
 CE0447.The horizontal coordinates were scaled from a topographic map and have
 CE0447.an estimated accuracy of +/- 6 seconds.
 CE0447
 CE0447.The orthometric height was determined by differential leveling
 CE0447.and adjusted by the National Geodetic Survey in November 1996..
 CE0447
 CE0447.The geoid height was determined by GEOID03.
 CE0447
 CE0447.The dynamic height is computed by dividing the NAVD 88
 CE0447.geopotential number by the normal gravity value computed on the
 CE0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0447.degrees latitude (g = 980.6199 gals.).
 CE0447
 CE0447.The modeled gravity was interpolated from observed gravity values.
 CE0447
 CE0447;                    North         East    Units  Estimated Accuracy
 CE0447;SPC TX C     - 3,265,980.      107,480.      MT  (+/- 180 meters Scaled)
 CE0447
 CE0447                          SUPERSEDED SURVEY CONTROL
 CE0447
 CE0447  NAVD 88 (06/15/91) 1148.868  (m)         3769.24   (f) UNKNOWN     1 2
 CE0447
 CE0447.Superseded values are not recommended for survey control.
 CE0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0447.See file dsdata.txt to determine how the superseded data were derived.
 CE0447
 CE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR485321(NAD 83)
 CE0447_MARKER: DV = VERTICAL CONTROL DISK
 CE0447_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0447_SP_SET: ABUTMENT
 CE0447_STAMPING: T 1383 1981
 CE0447_MARK LOGO: NGS   
 CE0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0447+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0447
 CE0447  HISTORY     - Date     Condition        Report By
 CE0447  HISTORY     - 1981     MONUMENTED       NGS
 CE0447  HISTORY     - 19940418 GOOD             NGS
 CE0447
 CE0447                          STATION DESCRIPTION
 CE0447
 CE0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0447'IN CANUTILLO.
 CE0447'IN CANUTILLO, IN THE NORTH END OF THE WEST ABUTMENT OF FARM ROAD
 CE0447'259 BRIDGE OVER THE RIO GRANDE RIVER, 14.9 METERS (49.0 FT) WEST
 CE0447'OF THE NEAR RAIL OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD AND
 CE0447'4.7 METERS (15.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CE0447
 CE0447                          STATION RECOVERY (1994)
 CE0447
 CE0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0447'0.2 KM (0.10 MI) NORTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0447'THE POST OFFICE IN CANUTILLO, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG
 CE0447'FARM ROAD 259, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF
 CE0447'THE EAST CONCRETE ABUTMENT OF THE ROAD BRIDGE SPANNING THE RIO GRANDE
 CE0447'RIVER, 14.9 M (48.9 FT) WEST OF THE NEAR RAIL OF THE SANTA FE
 CE0447'RAILROAD, 4.6 M (15.1 FT) NORTH OF THE ROAD CENTERLINE, 2.6 M
 CE0447'(8.5 FT) WEST OF THE EAST END OF A GUARD RAIL, AND 0.4 M (1.3 FT)
 CE0447'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0370 ***********************************************************************
 CE0370  DESIGNATION -  T 1384
 CE0370  PID         -  CE0370
 CE0370  STATE/COUNTY-  TX/EL PASO
 CE0370  USGS QUAD   -  YSLETA (1994)
 CE0370
 CE0370                         *CURRENT SURVEY CONTROL
 CE0370  ___________________________________________________________________
 CE0370* NAD 83(1986)-  31 41 33.     (N)    106 19 03.     (W)     SCALED    
 CE0370* NAVD 88     -      1117.873  (meters)    3667.55   (feet)  ADJUSTED  
 CE0370  ___________________________________________________________________
 CE0370  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0370  DYNAMIC HT  -        1116.175 (meters)    3661.98  (feet)  COMP
 CE0370  MODELED GRAV-     979,082.5   (mgal)                       NAVD 88
 CE0370
 CE0370  VERT ORDER  -  FIRST     CLASS I
 CE0370
 CE0370.The horizontal coordinates were scaled from a topographic map and have
 CE0370.an estimated accuracy of +/- 6 seconds.
 CE0370
 CE0370.The orthometric height was determined by differential leveling
 CE0370.and adjusted by the National Geodetic Survey in November 1996..
 CE0370
 CE0370.The geoid height was determined by GEOID03.
 CE0370
 CE0370.The dynamic height is computed by dividing the NAVD 88
 CE0370.geopotential number by the normal gravity value computed on the
 CE0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0370.degrees latitude (g = 980.6199 gals.).
 CE0370
 CE0370.The modeled gravity was interpolated from observed gravity values.
 CE0370
 CE0370;                    North         East    Units  Estimated Accuracy
 CE0370;SPC TX C     - 3,239,840.      132,960.      MT  (+/- 180 meters Scaled)
 CE0370
 CE0370                          SUPERSEDED SURVEY CONTROL
 CE0370
 CE0370  NAVD 88 (06/15/91) 1117.913  (m)         3667.69   (f) UNKNOWN     1 1
 CE0370
 CE0370.Superseded values are not recommended for survey control.
 CE0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0370.See file dsdata.txt to determine how the superseded data were derived.
 CE0370
 CE0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR751071(NAD 83)
 CE0370_MARKER: I = METAL ROD
 CE0370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0370_SP_SET: STAINLESS STEEL ROD
 CE0370_STAMPING: T 1384 1981
 CE0370_MARK LOGO: NGS   
 CE0370_PROJECTION: FLUSH
 CE0370_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0370+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1993
 CE0370_ROD/PIPE-DEPTH: 18.3 meters
 CE0370
 CE0370  HISTORY     - Date     Condition        Report By
 CE0370  HISTORY     - 1981     MONUMENTED       NGS
 CE0370  HISTORY     - 19930114 GOOD             NGS
 CE0370
 CE0370                          STATION DESCRIPTION
 CE0370
 CE0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0370'IN EL PASO.
 CE0370'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0370'IN EL PASO, AT THE JUNCTION OF ROSEWAY DRIVE AND PRESA PLACE, 0.3 KM
 CE0370'(0.2 MI) NORTHWEST OF RAILROAD MILEPOST 816, 11.3 METERS (37.0 FT)
 CE0370'NORTHEAST OF THE CENTER OF THE DRIVE, 6.4 METERS (21.0 FT) SOUTHWEST
 CE0370'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD AND 1.5 METERS
 CE0370'(4.8 FT) EAST OF UTILITY POLE NUMBER 27M.  NOTE=ACCESS TO THE
 CE0370'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0370'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CE0370
 CE0370                          STATION RECOVERY (1993)
 CE0370
 CE0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0370'IN EL PASO, AT THE INTERSECTION OF PRESA PLACE AND ROSEWAY DRIVE, 10.8
 CE0370'M (35.4 FT) NORTH OF THE CENTER OF THE DRIVE, 6.3 M (20.7 FT) SOUTH
 CE0370'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 3.1 M (10.2 FT)
 CE0370'EAST OF THE EXTENDED CENTER OF THE PLACE, 1.0 M (3.3 FT) NORTH OF
 CE0370'UNDERGROUND CABLE WARNING SIGN NUMBER 81610, AND 0.3 M (1.0 FT) BELOW
 CE0370'THE LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 CE0370'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1045 ***********************************************************************
 AH1045  DESIGNATION -  T 1385
 AH1045  PID         -  AH1045
 AH1045  STATE/COUNTY-  TX/NUECES
 AH1045  USGS QUAD   -  ROBSTOWN (1975)
 AH1045
 AH1045                         *CURRENT SURVEY CONTROL
 AH1045  ___________________________________________________________________
 AH1045* NAD 83(1986)-  27 47 46.     (N)    097 40 06.     (W)     SCALED    
 AH1045* NAVD 88     -        22.818  (meters)      74.86   (feet)  ADJUSTED  
 AH1045  ___________________________________________________________________
 AH1045  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1045  DYNAMIC HT  -          22.783 (meters)      74.75  (feet)  COMP
 AH1045  MODELED GRAV-     979,119.0   (mgal)                       NAVD 88
 AH1045
 AH1045  VERT ORDER  -  FIRST     CLASS II
 AH1045
 AH1045.The horizontal coordinates were scaled from a topographic map and have
 AH1045.an estimated accuracy of +/- 6 seconds.
 AH1045
 AH1045.The orthometric height was determined by differential leveling
 AH1045.and adjusted by the National Geodetic Survey in June 1991..
 AH1045
 AH1045.The geoid height was determined by GEOID03.
 AH1045
 AH1045.The dynamic height is computed by dividing the NAVD 88
 AH1045.geopotential number by the normal gravity value computed on the
 AH1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1045.degrees latitude (g = 980.6199 gals.).
 AH1045
 AH1045.The modeled gravity was interpolated from observed gravity values.
 AH1045
 AH1045;                    North         East    Units  Estimated Accuracy
 AH1045;SPC TX S     - 5,236,200.      381,960.      MT  (+/- 180 meters Scaled)
 AH1045
 AH1045                          SUPERSEDED SURVEY CONTROL
 AH1045
 AH1045.No superseded survey control is available for this station.
 AH1045
 AH1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR311753(NAD 83)
 AH1045_MARKER: I = METAL ROD
 AH1045_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH1045_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AH1045_STAMPING: T 1385 1981
 AH1045_MARK LOGO: NGS   
 AH1045_PROJECTION: RECESSED 3 CENTIMETERS
 AH1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1045+STABILITY: POSITION/ELEVATION WELL
 AH1045_ROD/PIPE-DEPTH: 21.9 meters
 AH1045_SLEEVE-DEPTH  : 14.0 meters
 AH1045
 AH1045  HISTORY     - Date     Condition        Report By
 AH1045  HISTORY     - 1981     MONUMENTED       NGS
 AH1045  HISTORY     - 20010331 GOOD             NGS
 AH1045
 AH1045                          STATION DESCRIPTION
 AH1045
 AH1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1045'IN ROBSTOWN.
 AH1045'SET IN THE LAWN AT THE NORTHEAST CORNER OF THE ST. JOHN CATHOLIC
 AH1045'CHURCH AND BEHIND THE CHURCH SIGN, AT THE JUNCTION OF NORTH FIRST
 AH1045'STREET AND EAST AVENUE G, 17.6 KM (58.0 FT) WEST-NORTHWEST OF THE
 AH1045'CENTER OF FIRST STREET, 17.0 METERS (56.0 FT) SOUTH-SOUTHWEST OF THE
 AH1045'CENTER OF EAST AVENUE G, 7.0 METERS (23.0 FT) NORTHEAST OF THE
 AH1045'NORTHEAST CORNER OF THE CHURCH, 30.1 METERS (99.0 FT) NORTH OF THE
 AH1045'CATHOLIC SCHOOL FLAGPOLE, 10.9 METERS (36.0 FT) NORTH OF THE EXTENDED
 AH1045'CENTER OF THE TWO DOORS AT THE MAIN ENTRANCE TO THE CHURCH, 2.4 METERS
 AH1045'(8.0 FT) EAST OF THE EAST EDGE OF A NORTH-SOUTH SIDEWALK LEADING TO
 AH1045'THE CHURCH, 2.1 METERS (7.0 FT) WEST OF THE NORTHWEST CORNER OF THE
 AH1045'CHURCH SIGN FOUNDATION.
 AH1045'THE MARK IS 0.30 M ABOVE THE STREETS.
 AH1045
 AH1045                          STATION RECOVERY (2001)
 AH1045
 AH1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1045'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0805 ***********************************************************************
 CD0805  DESIGNATION -  T 1389
 CD0805  PID         -  CD0805
 CD0805  STATE/COUNTY-  TX/HUDSPETH
 CD0805  USGS QUAD   -  ALLAMOORE (1964)
 CD0805
 CD0805                         *CURRENT SURVEY CONTROL
 CD0805  ___________________________________________________________________
 CD0805* NAD 83(1986)-  31 06 16.     (N)    105 06 49.     (W)     SCALED    
 CD0805* NAVD 88     -      1356.637  (meters)    4450.90   (feet)  ADJUSTED  
 CD0805  ___________________________________________________________________
 CD0805  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CD0805  DYNAMIC HT  -        1354.477 (meters)    4443.81  (feet)  COMP
 CD0805  MODELED GRAV-     979,001.1   (mgal)                       NAVD 88
 CD0805
 CD0805  VERT ORDER  -  FIRST     CLASS II
 CD0805
 CD0805.The horizontal coordinates were scaled from a topographic map and have
 CD0805.an estimated accuracy of +/- 6 seconds.
 CD0805
 CD0805.The orthometric height was determined by differential leveling
 CD0805.and adjusted by the National Geodetic Survey in June 1991..
 CD0805
 CD0805.The geoid height was determined by GEOID03.
 CD0805
 CD0805.The dynamic height is computed by dividing the NAVD 88
 CD0805.geopotential number by the normal gravity value computed on the
 CD0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0805.degrees latitude (g = 980.6199 gals.).
 CD0805
 CD0805.The modeled gravity was interpolated from observed gravity values.
 CD0805
 CD0805;                    North         East    Units  Estimated Accuracy
 CD0805;SPC TX C     - 3,169,180.      244,160.      MT  (+/- 180 meters Scaled)
 CD0805
 CD0805                          SUPERSEDED SURVEY CONTROL
 CD0805
 CD0805.No superseded survey control is available for this station.
 CD0805
 CD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ891411(NAD 83)
 CD0805_MARKER: DB = BENCH MARK DISK
 CD0805_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0805_SP_SET: PIER
 CD0805_STAMPING: T 1389 1981
 CD0805_MARK LOGO: NGS   
 CD0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0805+STABILITY: POSITION/ELEVATION WELL
 CD0805
 CD0805  HISTORY     - Date     Condition        Report By
 CD0805  HISTORY     - 1981     MONUMENTED       NGS
 CD0805
 CD0805                          STATION DESCRIPTION
 CD0805
 CD0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0805'24.7 KM (15.35 MI) SE FROM SIERRA BLANCA.
 CD0805'24.7 KM (15.35 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0805'FROM THE RAILROAD STATION IN SIERRA BLANCA, SET VERTICALLY IN THE
 CD0805'NORTH-NORTHEAST FACE OF THE MOST NORTHERLY ONE OF FIVE CONCRETE PIERS
 CD0805'OF THE WEST BOUND LANES OF THE INTERSTATE HIGHWAY 10 OVERPASS, 1.0
 CD0805'KM (0.6 MI) EAST-SOUTHEAST OF MILE POST 123, 0.6 KM (0.4 MI)
 CD0805'WEST-SOUTHWEST OF MILEPOST 122, 20.7 METERS (68.0 FT) SOUTH-SOUTHWEST
 CD0805'OF THE CENTERLINE OF A FRONTAGE ROAD, 7.7 METERS (25.3 FT) EAST
 CD0805'OF THE WEST END OF THE BRIDGE AND 5.2 METERS (17.2 FT) NORTH OF THE
 CD0805'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CD0805'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0332 ***********************************************************************
 BQ0332  DESIGNATION -  T 1390
 BQ0332  PID         -  BQ0332
 BQ0332  STATE/COUNTY-  TX/CULBERSON
 BQ0332  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0332
 BQ0332                         *CURRENT SURVEY CONTROL
 BQ0332  ___________________________________________________________________
 BQ0332* NAD 83(1986)-  30 53 36.     (N)    104 47 38.     (W)     SCALED    
 BQ0332* NAVD 88     -      1212.967  (meters)    3979.54   (feet)  ADJUSTED  
 BQ0332  ___________________________________________________________________
 BQ0332  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BQ0332  DYNAMIC HT  -        1211.035 (meters)    3973.20  (feet)  COMP
 BQ0332  MODELED GRAV-     979,006.4   (mgal)                       NAVD 88
 BQ0332
 BQ0332  VERT ORDER  -  FIRST     CLASS II
 BQ0332
 BQ0332.The horizontal coordinates were scaled from a topographic map and have
 BQ0332.an estimated accuracy of +/- 6 seconds.
 BQ0332
 BQ0332.The orthometric height was determined by differential leveling
 BQ0332.and adjusted by the National Geodetic Survey in June 1991..
 BQ0332
 BQ0332.The geoid height was determined by GEOID03.
 BQ0332
 BQ0332.The dynamic height is computed by dividing the NAVD 88
 BQ0332.geopotential number by the normal gravity value computed on the
 BQ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0332.degrees latitude (g = 980.6199 gals.).
 BQ0332
 BQ0332.The modeled gravity was interpolated from observed gravity values.
 BQ0332
 BQ0332;                    North         East    Units  Estimated Accuracy
 BQ0332;SPC TX C     - 3,144,530.      273,690.      MT  (+/- 180 meters Scaled)
 BQ0332
 BQ0332                          SUPERSEDED SURVEY CONTROL
 BQ0332
 BQ0332.No superseded survey control is available for this station.
 BQ0332
 BQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ196177(NAD 83)
 BQ0332_MARKER: I = METAL ROD
 BQ0332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0332_SP_SET: STAINLESS STEEL ROD
 BQ0332_STAMPING: T 1390 1981
 BQ0332_MARK LOGO: NGS   
 BQ0332_PROJECTION: FLUSH
 BQ0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0332+STABILITY: POSITION/ELEVATION WELL
 BQ0332_ROD/PIPE-DEPTH: 7.3  meters
 BQ0332
 BQ0332  HISTORY     - Date     Condition        Report By
 BQ0332  HISTORY     - 1981     MONUMENTED       NGS
 BQ0332
 BQ0332                          STATION DESCRIPTION
 BQ0332
 BQ0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0332'16.3 KM (10.15 MI) SE FROM VAN HORN.
 BQ0332'16.3 KM (10.15 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0332'JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 22.4 METERS (73.5 FT)
 BQ0332'WEST OF THE NORTHWEST CORNER OF A CHAINLINK FENCE AROUND A GAS VALVE,
 BQ0332'19.2 METERS (63.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BQ0332'18.1 METERS (59.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVELED ROAD
 BQ0332'LEADING EAST WITH A CATTLE GUARD.  NOTE=ACCESS TO THE DATUM POINT IS
 BQ0332'THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 24.0 FT.
 BQ0332'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 BQ0332'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0542 ***********************************************************************
 CC0542  DESIGNATION -  T 1391
 CC0542  PID         -  CC0542
 CC0542  STATE/COUNTY-  TX/REEVES
 CC0542  USGS QUAD   -  ORLA (1968)
 CC0542
 CC0542                         *CURRENT SURVEY CONTROL
 CC0542  ___________________________________________________________________
 CC0542* NAD 83(1986)-  31 47 30.     (N)    103 52 47.     (W)     SCALED    
 CC0542* NAVD 88     -       870.006  (meters)    2854.34   (feet)  ADJUSTED  
 CC0542  ___________________________________________________________________
 CC0542  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CC0542  DYNAMIC HT  -         868.713 (meters)    2850.10  (feet)  COMP
 CC0542  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 CC0542
 CC0542  VERT ORDER  -  FIRST     CLASS II
 CC0542
 CC0542.The horizontal coordinates were scaled from a topographic map and have
 CC0542.an estimated accuracy of +/- 6 seconds.
 CC0542
 CC0542.The orthometric height was determined by differential leveling
 CC0542.and adjusted by the National Geodetic Survey in June 1991..
 CC0542
 CC0542.The geoid height was determined by GEOID03.
 CC0542
 CC0542.The dynamic height is computed by dividing the NAVD 88
 CC0542.geopotential number by the normal gravity value computed on the
 CC0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0542.degrees latitude (g = 980.6199 gals.).
 CC0542
 CC0542.The modeled gravity was interpolated from observed gravity values.
 CC0542
 CC0542;                    North         East    Units  Estimated Accuracy
 CC0542;SPC TX C     - 3,240,930.      364,200.      MT  (+/- 180 meters Scaled)
 CC0542
 CC0542                          SUPERSEDED SURVEY CONTROL
 CC0542
 CC0542.No superseded survey control is available for this station.
 CC0542
 CC0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR060178(NAD 83)
 CC0542_MARKER: I = METAL ROD
 CC0542_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0542+WITH SETTING: INFORMATION.
 CC0542_SP_SET: SHALLOW SET METAL ROD
 CC0542_STAMPING: T 1391 1981
 CC0542_MARK LOGO: NGS   
 CC0542_PROJECTION: FLUSH
 CC0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0542_ROD/PIPE-DEPTH: 2.1  meters
 CC0542
 CC0542  HISTORY     - Date     Condition        Report By
 CC0542  HISTORY     - 1981     MONUMENTED       NGS
 CC0542
 CC0542                          STATION DESCRIPTION
 CC0542
 CC0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0542'4.6 KM (2.85 MI) SE FROM ORLA.
 CC0542'4.6 KM (2.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0542'WITH FARM ROAD 652 IN ORLA, 0.3 KM (0.2 MI) NORTHWEST OF A SMALL
 CC0542'ROADSIDE REST AREA AND A GRAVELED ROAD LEADING SOUTHWEST, AND 19.1
 CC0542'METERS (62.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CC0542'NOTE=REFUSAL WAS REACHED AT 2.1 METERS (7.0 FT).  ACCESS TO THE DATUM
 CC0542'POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0542'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 CC0542'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0379 ***********************************************************************
 CE0379  DESIGNATION -  T 1392
 CE0379  PID         -  CE0379
 CE0379  STATE/COUNTY-  TX/EL PASO
 CE0379  USGS QUAD   -  CLINT (1995)
 CE0379
 CE0379                         *CURRENT SURVEY CONTROL
 CE0379  ___________________________________________________________________
 CE0379* NAD 83(1986)-  31 31 42.     (N)    106 10 57.     (W)     SCALED    
 CE0379* NAVD 88     -      1102.402  (meters)    3616.80   (feet)  ADJUSTED  
 CE0379  ___________________________________________________________________
 CE0379  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0379  DYNAMIC HT  -        1100.710 (meters)    3611.25  (feet)  COMP
 CE0379  MODELED GRAV-     979,067.2   (mgal)                       NAVD 88
 CE0379
 CE0379  VERT ORDER  -  FIRST     CLASS II
 CE0379
 CE0379.The horizontal coordinates were scaled from a topographic map and have
 CE0379.an estimated accuracy of +/- 6 seconds.
 CE0379
 CE0379.The orthometric height was determined by differential leveling
 CE0379.and adjusted by the National Geodetic Survey in June 1991..
 CE0379
 CE0379.The geoid height was determined by GEOID03.
 CE0379
 CE0379.The dynamic height is computed by dividing the NAVD 88
 CE0379.geopotential number by the normal gravity value computed on the
 CE0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0379.degrees latitude (g = 980.6199 gals.).
 CE0379
 CE0379.The modeled gravity was interpolated from observed gravity values.
 CE0379
 CE0379;                    North         East    Units  Estimated Accuracy
 CE0379;SPC TX C     - 3,220,980.      144,780.      MT  (+/- 180 meters Scaled)
 CE0379
 CE0379                          SUPERSEDED SURVEY CONTROL
 CE0379
 CE0379.No superseded survey control is available for this station.
 CE0379
 CE0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ877887(NAD 83)
 CE0379_MARKER: I = METAL ROD
 CE0379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0379_SP_SET: STAINLESS STEEL ROD
 CE0379_STAMPING: T 1392 1981
 CE0379_MARK LOGO: NGS   
 CE0379_PROJECTION: FLUSH
 CE0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0379_ROD/PIPE-DEPTH: 18.3 meters
 CE0379
 CE0379  HISTORY     - Date     Condition        Report By
 CE0379  HISTORY     - 1981     MONUMENTED       NGS
 CE0379
 CE0379                          STATION DESCRIPTION
 CE0379
 CE0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0379'4.1 KM (2.55 MI) NW FROM FABENS.
 CE0379'4.1 KM (2.55 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0379'OFFICE IN FABENS, 26.4 METERS (86.5 FT) SOUTHWEST OF THE CENTERLINE
 CE0379'OF THE HIGHWAY, 7.2 METERS (23.6 FT) NORTHWEST OF A UTILITY POLE
 CE0379'WITH TWO GUY WIRES AND A TRANSFORMER, 6.0 METERS (19.7 FT) NORTH OF
 CE0379'THE NORTH EDGE OF THE FRANKLIN CANAL AND 0.5 METERS (1.6 FT)
 CE0379'SOUTH-SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 CE0379'IS THROUGH A 5-INCH LOGO CAP.
 CE0379'THE MARK IS 0.4 METERS  SSE FROM  A WITNESS POST AND FENCE
 CE0379'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0763 ***********************************************************************
 CD0763  DESIGNATION -  T 1393
 CD0763  PID         -  CD0763
 CD0763  STATE/COUNTY-  TX/HUDSPETH
 CD0763  USGS QUAD   -  FORT HANCOCK (1972)
 CD0763
 CD0763                         *CURRENT SURVEY CONTROL
 CD0763  ___________________________________________________________________
 CD0763* NAD 83(1986)-  31 17 27.     (N)    105 51 25.     (W)     SCALED    
 CD0763* NAVD 88     -      1074.996  (meters)    3526.88   (feet)  ADJUSTED  
 CD0763  ___________________________________________________________________
 CD0763  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CD0763  DYNAMIC HT  -        1073.314 (meters)    3521.36  (feet)  COMP
 CD0763  MODELED GRAV-     979,040.3   (mgal)                       NAVD 88
 CD0763
 CD0763  VERT ORDER  -  FIRST     CLASS II
 CD0763
 CD0763.The horizontal coordinates were scaled from a topographic map and have
 CD0763.an estimated accuracy of +/- 6 seconds.
 CD0763
 CD0763.The orthometric height was determined by differential leveling
 CD0763.and adjusted by the National Geodetic Survey in June 1991..
 CD0763
 CD0763.The geoid height was determined by GEOID03.
 CD0763
 CD0763.The dynamic height is computed by dividing the NAVD 88
 CD0763.geopotential number by the normal gravity value computed on the
 CD0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0763.degrees latitude (g = 980.6199 gals.).
 CD0763
 CD0763.The modeled gravity was interpolated from observed gravity values.
 CD0763
 CD0763;                    North         East    Units  Estimated Accuracy
 CD0763;SPC TX C     - 3,193,100.      174,350.      MT  (+/- 180 meters Scaled)
 CD0763
 CD0763                          SUPERSEDED SURVEY CONTROL
 CD0763
 CD0763.No superseded survey control is available for this station.
 CD0763
 CD0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ184621(NAD 83)
 CD0763_MARKER: I = METAL ROD
 CD0763_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0763_SP_SET: STAINLESS STEEL ROD
 CD0763_STAMPING: T 1393 1981
 CD0763_MARK LOGO: NGS   
 CD0763_PROJECTION: FLUSH
 CD0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0763_ROD/PIPE-DEPTH: 10.1 meters
 CD0763
 CD0763  HISTORY     - Date     Condition        Report By
 CD0763  HISTORY     - 1981     MONUMENTED       NGS
 CD0763
 CD0763                          STATION DESCRIPTION
 CD0763
 CD0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0763'37.1 KM (23.05 MI) SE FROM FABENS.
 CD0763'37.1 KM (23.05 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CD0763'OFFICE IN FABENS, 0.3 KM (0.2 MI) NORTHWEST OF STATE HIGHWAY SPUR
 CD0763'148, 16.5 METERS (54.0 FT) SOUTHEAST OF THE CENTER OF A DRAINAGE
 CD0763'DITCH, 11.8 METERS (38.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 CD0763'HIGHWAY AND 5.0 METERS (16.4 FT) SOUTHEAST OF A TRACK ROAD LEADING
 CD0763'NORTHEAST ALONG A CANAL.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CD0763'A 5-INCH LOGO CAP.
 CD0763'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CD0763'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0792 ***********************************************************************
 CD0792  DESIGNATION -  T 1394
 CD0792  PID         -  CD0792
 CD0792  STATE/COUNTY-  TX/HUDSPETH
 CD0792  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0792
 CD0792                         *CURRENT SURVEY CONTROL
 CD0792  ___________________________________________________________________
 CD0792* NAD 83(1986)-  31 12 29.     (N)    105 30 09.     (W)     SCALED    
 CD0792* NAVD 88     -      1401.383  (meters)    4597.70   (feet)  ADJUSTED  
 CD0792  ___________________________________________________________________
 CD0792  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CD0792  DYNAMIC HT  -        1399.153 (meters)    4590.39  (feet)  COMP
 CD0792  MODELED GRAV-     978,999.9   (mgal)                       NAVD 88
 CD0792
 CD0792  VERT ORDER  -  FIRST     CLASS II
 CD0792
 CD0792.The horizontal coordinates were scaled from a topographic map and have
 CD0792.an estimated accuracy of +/- 6 seconds.
 CD0792
 CD0792.The orthometric height was determined by differential leveling
 CD0792.and adjusted by the National Geodetic Survey in June 1991..
 CD0792
 CD0792.The geoid height was determined by GEOID03.
 CD0792
 CD0792.The dynamic height is computed by dividing the NAVD 88
 CD0792.geopotential number by the normal gravity value computed on the
 CD0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0792.degrees latitude (g = 980.6199 gals.).
 CD0792
 CD0792.The modeled gravity was interpolated from observed gravity values.
 CD0792
 CD0792;                    North         East    Units  Estimated Accuracy
 CD0792;SPC TX C     - 3,182,310.      207,630.      MT  (+/- 180 meters Scaled)
 CD0792
 CD0792                          SUPERSEDED SURVEY CONTROL
 CD0792
 CD0792.No superseded survey control is available for this station.
 CD0792
 CD0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ521527(NAD 83)
 CD0792_MARKER: I = METAL ROD
 CD0792_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0792_SP_SET: STAINLESS STEEL ROD
 CD0792_STAMPING: T 1394 1981
 CD0792_MARK LOGO: NGS   
 CD0792_PROJECTION: FLUSH
 CD0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0792_ROD/PIPE-DEPTH: 3.7  meters
 CD0792
 CD0792  HISTORY     - Date     Condition        Report By
 CD0792  HISTORY     - 1981     MONUMENTED       NGS
 CD0792  HISTORY     - 1990     GOOD             USPSQD
 CD0792
 CD0792                          STATION DESCRIPTION
 CD0792
 CD0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0792'15.7 KM (9.75 MI) NW FROM SIERRA BLANCA.
 CD0792'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0792'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0792'SOUTH ALONG A GRAVELED ROAD, THENCE 9.3 KM (5.75 MI) NORTHWESTERLY
 CD0792'ALONG INTERSTATE HIGHWAY 10, 0.6 KM (0.4 MI) SOUTHWEST OF A SIDE ROAD
 CD0792'LEADING SOUTH, 30.6 METERS (100.5 FT) SOUTHEAST OF THE CENTERLINE
 CD0792'OF A FRONTAGE ROAD AND 4.4 METERS (14.5 FT) SOUTHWEST OF A UTILITY
 CD0792'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0792'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST AND FENCE
 CD0792'THE MARK IS 1.0 M ABOVE THE ROAD.
 CD0792
 CD0792                          STATION RECOVERY (1990)
 CD0792
 CD0792'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0874 ***********************************************************************
 CD0874  DESIGNATION -  T 1395
 CD0874  PID         -  CD0874
 CD0874  STATE/COUNTY-  TX/CULBERSON
 CD0874  USGS QUAD   -  BORACHO (1970)
 CD0874
 CD0874                         *CURRENT SURVEY CONTROL
 CD0874  ___________________________________________________________________
 CD0874* NAD 83(1986)-  31 04 18.     (N)    104 26 09.     (W)     SCALED    
 CD0874* NAVD 88     -      1330.236  (meters)    4364.28   (feet)  ADJUSTED  
 CD0874  ___________________________________________________________________
 CD0874  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 CD0874  DYNAMIC HT  -        1328.159 (meters)    4357.47  (feet)  COMP
 CD0874  MODELED GRAV-     979,032.2   (mgal)                       NAVD 88
 CD0874
 CD0874  VERT ORDER  -  FIRST     CLASS II
 CD0874
 CD0874.The horizontal coordinates were scaled from a topographic map and have
 CD0874.an estimated accuracy of +/- 6 seconds.
 CD0874
 CD0874.The orthometric height was determined by differential leveling
 CD0874.and adjusted by the National Geodetic Survey in June 1991..
 CD0874
 CD0874.The geoid height was determined by GEOID03.
 CD0874
 CD0874.The dynamic height is computed by dividing the NAVD 88
 CD0874.geopotential number by the normal gravity value computed on the
 CD0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0874.degrees latitude (g = 980.6199 gals.).
 CD0874
 CD0874.The modeled gravity was interpolated from observed gravity values.
 CD0874
 CD0874;                    North         East    Units  Estimated Accuracy
 CD0874;SPC TX C     - 3,162,970.      308,620.      MT  (+/- 180 meters Scaled)
 CD0874
 CD0874                          SUPERSEDED SURVEY CONTROL
 CD0874
 CD0874.No superseded survey control is available for this station.
 CD0874
 CD0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ538376(NAD 83)
 CD0874_MARKER: I = METAL ROD
 CD0874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0874_SP_SET: STAINLESS STEEL ROD
 CD0874_STAMPING: T 1395 1981
 CD0874_MARK LOGO: NGS   
 CD0874_PROJECTION: FLUSH
 CD0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0874_ROD/PIPE-DEPTH: 3.7  meters
 CD0874
 CD0874  HISTORY     - Date     Condition        Report By
 CD0874  HISTORY     - 1981     MONUMENTED       NGS
 CD0874
 CD0874                          STATION DESCRIPTION
 CD0874
 CD0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0874'20.9 KM (13.0 MI) WEST FROM KENT.
 CD0874'20.9 KM (13.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0874'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 1.0 KM
 CD0874'(0.65 MI) EAST OF MILE POST 163, 0.6 KM (0.35 MI) WEST OF MILE POST
 CD0874'164, AND 46.9 METERS (154.0 FT) NORTH OF THE CENTERLINE OF THE WEST
 CD0874'BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 CD0874'THROUGH A 5-INCH LOGO CAP.
 CD0874'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 CD0874'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0898 ***********************************************************************
 CD0898  DESIGNATION -  T 1396
 CD0898  PID         -  CD0898
 CD0898  STATE/COUNTY-  TX/REEVES
 CD0898  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0898
 CD0898                         *CURRENT SURVEY CONTROL
 CD0898  ___________________________________________________________________
 CD0898* NAD 83(1986)-  31 07 20.     (N)    104 01 51.     (W)     SCALED    
 CD0898* NAVD 88     -      1154.292  (meters)    3787.04   (feet)  ADJUSTED  
 CD0898  ___________________________________________________________________
 CD0898  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 CD0898  DYNAMIC HT  -        1152.538 (meters)    3781.29  (feet)  COMP
 CD0898  MODELED GRAV-     979,080.9   (mgal)                       NAVD 88
 CD0898
 CD0898  VERT ORDER  -  FIRST     CLASS II
 CD0898
 CD0898.The horizontal coordinates were scaled from a topographic map and have
 CD0898.an estimated accuracy of +/- 6 seconds.
 CD0898
 CD0898.The orthometric height was determined by differential leveling
 CD0898.and adjusted by the National Geodetic Survey in June 1991..
 CD0898
 CD0898.The geoid height was determined by GEOID03.
 CD0898
 CD0898.The dynamic height is computed by dividing the NAVD 88
 CD0898.geopotential number by the normal gravity value computed on the
 CD0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0898.degrees latitude (g = 980.6199 gals.).
 CD0898
 CD0898.The modeled gravity was interpolated from observed gravity values.
 CD0898
 CD0898;                    North         East    Units  Estimated Accuracy
 CD0898;SPC TX C     - 3,167,220.      347,430.      MT  (+/- 180 meters Scaled)
 CD0898
 CD0898                          SUPERSEDED SURVEY CONTROL
 CD0898
 CD0898.No superseded survey control is available for this station.
 CD0898
 CD0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ924435(NAD 83)
 CD0898_MARKER: DB = BENCH MARK DISK
 CD0898_SETTING: 66 = SET IN ROCK OUTCROP
 CD0898_SP_SET: ROCK OUTCROP
 CD0898_STAMPING: T 1396 1981
 CD0898_MARK LOGO: NGS   
 CD0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0898+STABILITY: POSITION/ELEVATION WELL
 CD0898
 CD0898  HISTORY     - Date     Condition        Report By
 CD0898  HISTORY     - 1981     MONUMENTED       NGS
 CD0898
 CD0898                          STATION DESCRIPTION
 CD0898
 CD0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0898'20.6 KM (12.8 MI) EAST FROM KENT.
 CD0898'16.1 KM (10.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0898'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, THENCE
 CD0898'4.5 KM (2.8 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20, IN TOP
 CD0898'OF A 3X12 FT EXPOSED AREA OF BEDROCK, 0.3 KM (0.2 MI) SOUTHWEST OF
 CD0898'EXIT 3 (STOCKS ROAD), 54.3 METERS (178.0 FT) SOUTHEAST OF MILE POST
 CD0898'3, 12.8 METERS (42.0 FT) NORTHWEST OF THE CENTER OF A FRONTAGE ROAD,
 CD0898'AND 0.9 METER (2.8 FT) NORTHWEST OF THE NORTHWEST LEG OF A HIGHWAY
 CD0898'INFORMATION SIGN.
 CD0898'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CD0898'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0601 ***********************************************************************
 CC0601  DESIGNATION -  T 1397
 CC0601  PID         -  CC0601
 CC0601  STATE/COUNTY-  TX/REEVES
 CC0601  USGS QUAD   -  PECOS WEST (1981)
 CC0601
 CC0601                         *CURRENT SURVEY CONTROL
 CC0601  ___________________________________________________________________
 CC0601* NAD 83(1986)-  31 24 19.     (N)    103 33 24.     (W)     SCALED    
 CC0601* NAVD 88     -       804.883  (meters)    2640.69   (feet)  ADJUSTED  
 CC0601  ___________________________________________________________________
 CC0601  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CC0601  DYNAMIC HT  -         803.706 (meters)    2636.83  (feet)  COMP
 CC0601  MODELED GRAV-     979,152.1   (mgal)                       NAVD 88
 CC0601
 CC0601  VERT ORDER  -  FIRST     CLASS II
 CC0601
 CC0601.The horizontal coordinates were scaled from a topographic map and have
 CC0601.an estimated accuracy of +/- 6 seconds.
 CC0601
 CC0601.The orthometric height was determined by differential leveling
 CC0601.and adjusted by the National Geodetic Survey in June 1991..
 CC0601
 CC0601.The geoid height was determined by GEOID03.
 CC0601
 CC0601.The dynamic height is computed by dividing the NAVD 88
 CC0601.geopotential number by the normal gravity value computed on the
 CC0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0601.degrees latitude (g = 980.6199 gals.).
 CC0601
 CC0601.The modeled gravity was interpolated from observed gravity values.
 CC0601
 CC0601;                    North         East    Units  Estimated Accuracy
 CC0601;SPC TX C     - 3,197,180.      393,540.      MT  (+/- 180 meters Scaled)
 CC0601
 CC0601                          SUPERSEDED SURVEY CONTROL
 CC0601
 CC0601.No superseded survey control is available for this station.
 CC0601
 CC0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ372754(NAD 83)
 CC0601_MARKER: DB = BENCH MARK DISK
 CC0601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0601_SP_SET: STAINLESS STEEL ROD
 CC0601_STAMPING: T 1397 1981
 CC0601_MARK LOGO: NGS   
 CC0601_PROJECTION: FLUSH
 CC0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0601_ROD/PIPE-DEPTH: 4.3  meters
 CC0601
 CC0601  HISTORY     - Date     Condition        Report By
 CC0601  HISTORY     - 1981     MONUMENTED       NGS
 CC0601
 CC0601                          STATION DESCRIPTION
 CC0601
 CC0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0601'3.5 KM (2.2 MI) WEST FROM PECOS.
 CC0601'3.5 KM (2.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0601'JUNCTION WITH STATE HIGHWAY 17 IN PECOS, 0.3 KM (0.2 MI) SOUTHWEST
 CC0601'OF THE U.S. HIGHWAY 80 OVERPASS, 14.3 METERS (47.0 FT) SOUTH OF
 CC0601'THE CENTERLINE OF A FRONTAGE ROAD, AND 1.2 METERS (4.0 FT) WEST
 CC0601'OF A UTILITY POLE.  NOTE=ROD WAS DRIVEN TO REFUSAL AT 14.0 FT.
 CC0601'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0601'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CC0601'THE MARK IS 0.5 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0352 ***********************************************************************
 BQ0352  DESIGNATION -  T 1398
 BQ0352  PID         -  BQ0352
 BQ0352  STATE/COUNTY-  TX/PRESIDIO
 BQ0352  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0352
 BQ0352                         *CURRENT SURVEY CONTROL
 BQ0352  ___________________________________________________________________
 BQ0352* NAD 83(1986)-  30 30 34.     (N)    104 23 56.     (W)     SCALED    
 BQ0352* NAVD 88     -      1409.505  (meters)    4624.35   (feet)  ADJUSTED  
 BQ0352  ___________________________________________________________________
 BQ0352  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BQ0352  DYNAMIC HT  -        1407.160 (meters)    4616.66  (feet)  COMP
 BQ0352  MODELED GRAV-     978,928.7   (mgal)                       NAVD 88
 BQ0352
 BQ0352  VERT ORDER  -  FIRST     CLASS II
 BQ0352
 BQ0352.The horizontal coordinates were scaled from a topographic map and have
 BQ0352.an estimated accuracy of +/- 6 seconds.
 BQ0352
 BQ0352.The orthometric height was determined by differential leveling
 BQ0352.and adjusted by the National Geodetic Survey in June 1991..
 BQ0352
 BQ0352.The geoid height was determined by GEOID03.
 BQ0352
 BQ0352.The dynamic height is computed by dividing the NAVD 88
 BQ0352.geopotential number by the normal gravity value computed on the
 BQ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0352.degrees latitude (g = 980.6199 gals.).
 BQ0352
 BQ0352.The modeled gravity was interpolated from observed gravity values.
 BQ0352
 BQ0352;                    North         East    Units  Estimated Accuracy
 BQ0352;SPC TXSC     - 4,308,570.       81,910.      MT  (+/- 180 meters Scaled)
 BQ0352
 BQ0352                          SUPERSEDED SURVEY CONTROL
 BQ0352
 BQ0352.No superseded survey control is available for this station.
 BQ0352
 BQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP576753(NAD 83)
 BQ0352_MARKER: I = METAL ROD
 BQ0352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0352_SP_SET: STAINLESS STEEL ROD
 BQ0352_STAMPING: T 1398 1981
 BQ0352_MARK LOGO: NGS   
 BQ0352_PROJECTION: FLUSH
 BQ0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0352+STABILITY: POSITION/ELEVATION WELL
 BQ0352_ROD/PIPE-DEPTH: 5.5  meters
 BQ0352
 BQ0352  HISTORY     - Date     Condition        Report By
 BQ0352  HISTORY     - 1981     MONUMENTED       NGS
 BQ0352
 BQ0352                          STATION DESCRIPTION
 BQ0352
 BQ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0352'13.2 KM (8.2 MI) SE FROM VALENTINE.
 BQ0352'13.2 KM (8.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0352'IN VALENTINE, 0.3 KM (0.2 MI) NORTHWEST OF A GRAVELED ROAD LEADING
 BQ0352'WEST, 37.5 METERS (123.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BQ0352'HIGHWAY, 12.2 METERS (40.0 FT) NORTHEAST OF THE NEAR RAIL OF THE
 BQ0352'SOUTHERN PACIFIC RAILROAD, AND 2.1 METERS (7.0 FT) SOUTHEAST OF
 BQ0352'RAILROAD MILE POST 660.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BQ0352'5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 18.0 FT.
 BQ0352'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 BQ0352'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0390 ***********************************************************************
 BQ0390  DESIGNATION -  T 1399
 BQ0390  PID         -  BQ0390
 BQ0390  STATE/COUNTY-  TX/PRESIDIO
 BQ0390  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0390
 BQ0390                         *CURRENT SURVEY CONTROL
 BQ0390  ___________________________________________________________________
 BQ0390* NAD 83(1986)-  30 04 35.     (N)    104 10 06.     (W)     SCALED    
 BQ0390* NAVD 88     -      1510.652  (meters)    4956.20   (feet)  ADJUSTED  
 BQ0390  ___________________________________________________________________
 BQ0390  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BQ0390  DYNAMIC HT  -        1508.098 (meters)    4947.82  (feet)  COMP
 BQ0390  MODELED GRAV-     978,898.3   (mgal)                       NAVD 88
 BQ0390
 BQ0390  VERT ORDER  -  FIRST     CLASS II
 BQ0390
 BQ0390.The horizontal coordinates were scaled from a topographic map and have
 BQ0390.an estimated accuracy of +/- 6 seconds.
 BQ0390
 BQ0390.The orthometric height was determined by differential leveling
 BQ0390.and adjusted by the National Geodetic Survey in June 1991..
 BQ0390
 BQ0390.The geoid height was determined by GEOID03.
 BQ0390
 BQ0390.The dynamic height is computed by dividing the NAVD 88
 BQ0390.geopotential number by the normal gravity value computed on the
 BQ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0390.degrees latitude (g = 980.6199 gals.).
 BQ0390
 BQ0390.The modeled gravity was interpolated from observed gravity values.
 BQ0390
 BQ0390;                    North         East    Units  Estimated Accuracy
 BQ0390;SPC TXSC     - 4,259,600.      101,900.      MT  (+/- 180 meters Scaled)
 BQ0390
 BQ0390                          SUPERSEDED SURVEY CONTROL
 BQ0390
 BQ0390.No superseded survey control is available for this station.
 BQ0390
 BQ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP801275(NAD 83)
 BQ0390_MARKER: DB = BENCH MARK DISK
 BQ0390_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0390_SP_SET: ROCK OUTCROP
 BQ0390_STAMPING: T 1399 1981
 BQ0390_MARK LOGO: NGS   
 BQ0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0390+STABILITY: POSITION/ELEVATION WELL
 BQ0390
 BQ0390  HISTORY     - Date     Condition        Report By
 BQ0390  HISTORY     - 1981     MONUMENTED       NGS
 BQ0390  HISTORY     - 1989     GOOD             USPSQD
 BQ0390  HISTORY     - 19961010 GOOD             USPSQD
 BQ0390
 BQ0390                          STATION DESCRIPTION
 BQ0390
 BQ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0390'30.0 KM (18.65 MI) SOUT FROM MARFA.
 BQ0390'30.0 KM (18.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0390'WITH U.S. HIGHWAY 90 IN MARFA, IN THE TOP CENTER OF A 4X4 FOOT
 BQ0390'EXPOSED AREA OF ROCK OUTCROPPING, 25.6 METERS (84.0 FT) SOUTH OF
 BQ0390'THE SOUTH EDGE OF A DRY WASH, 17.5 METERS (57.5 FT) WEST OF A FENCE,
 BQ0390'AND 13.2 METERS (43.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 BQ0390'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 BQ0390'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0390
 BQ0390                          STATION RECOVERY (1989)
 BQ0390
 BQ0390'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0390'RECOVERED IN GOOD CONDITION.
 BQ0390
 BQ0390                          STATION RECOVERY (1996)
 BQ0390
 BQ0390'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0621 ***********************************************************************
 CU0621  DESIGNATION -  T 14
 CU0621  PID         -  CU0621
 CU0621  STATE/COUNTY-  TX/MARTIN
 CU0621  USGS QUAD   -  STANTON (1966)
 CU0621
 CU0621                         *CURRENT SURVEY CONTROL
 CU0621  ___________________________________________________________________
 CU0621* NAD 83(1986)-  32 07 40.     (N)    101 47 30.     (W)     SCALED    
 CU0621* NAVD 88     -       811.975  (meters)    2663.95   (feet)  ADJUSTED  
 CU0621  ___________________________________________________________________
 CU0621  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 CU0621  DYNAMIC HT  -         810.850 (meters)    2660.26  (feet)  COMP
 CU0621  MODELED GRAV-     979,227.4   (mgal)                       NAVD 88
 CU0621
 CU0621  VERT ORDER  -  FIRST     CLASS II
 CU0621
 CU0621.The horizontal coordinates were scaled from a topographic map and have
 CU0621.an estimated accuracy of +/- 6 seconds.
 CU0621
 CU0621.The orthometric height was determined by differential leveling
 CU0621.and adjusted by the National Geodetic Survey in June 1991..
 CU0621
 CU0621.The geoid height was determined by GEOID03.
 CU0621
 CU0621.The dynamic height is computed by dividing the NAVD 88
 CU0621.geopotential number by the normal gravity value computed on the
 CU0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0621.degrees latitude (g = 980.6199 gals.).
 CU0621
 CU0621.The modeled gravity was interpolated from observed gravity values.
 CU0621
 CU0621;                    North         East    Units  Estimated Accuracy
 CU0621;SPC TXNC     - 2,056,000.      289,440.      MT  (+/- 180 meters Scaled)
 CU0621
 CU0621                          SUPERSEDED SURVEY CONTROL
 CU0621
 CU0621  NGVD 29 (??/??/92)  811.664  (m)         2662.93   (f) ADJ UNCH    1 2
 CU0621
 CU0621.Superseded values are not recommended for survey control.
 CU0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0621.See file dsdata.txt to determine how the superseded data were derived.
 CU0621
 CU0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA366580(NAD 83)
 CU0621_MARKER: B = BOLT
 CU0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0621_SP_SET: FOUNDATION
 CU0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0621
 CU0621  HISTORY     - Date     Condition        Report By
 CU0621  HISTORY     - UNK      MONUMENTED       CGS
 CU0621  HISTORY     - 1956     GOOD             NGS
 CU0621  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0621
 CU0621                          STATION DESCRIPTION
 CU0621
 CU0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0621'0.15 MI SW FROM STANTON.
 CU0621'0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0621'STATION AT STANTON, 33 FEET SOUTHEAST OF THE SOUTHEAST CURB OF U.S.
 CU0621'HIGHWAY 80, 14.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SIGNAL
 CU0621'MAINTENANCE BUILDING, 12.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 CU0621'MAIN TRACK, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF THE
 CU0621'SOUTH SIDE OF THE CIRCULAR CONCRETE FOUNDATION OF A WATER PURIFICATION
 CU0621'TOWER WHICH HAS BEEN REMOVED, 2 FEET BELOW THE TOP OF THE RAILS. THE
 CU0621'FOUNDATION IS NOW COVERED WITH ABOUT 1 FOOT OF DIRT.
 CU0621
 CU0621                          STATION RECOVERY (1982)
 CU0621
 CU0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0264 ***********************************************************************
 EN0264  DESIGNATION -  T 140
 EN0264  PID         -  EN0264
 EN0264  STATE/COUNTY-  TX/BRISCOE
 EN0264  USGS QUAD   -  QUITAQUE (1967)
 EN0264
 EN0264                         *CURRENT SURVEY CONTROL
 EN0264  ___________________________________________________________________
 EN0264* NAD 83(1986)-  34 20 11.     (N)    101 04 38.     (W)     SCALED    
 EN0264* NAVD 88     -       783.339  (meters)    2570.00   (feet)  ADJUSTED  
 EN0264  ___________________________________________________________________
 EN0264  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EN0264  DYNAMIC HT  -         782.382 (meters)    2566.86  (feet)  COMP
 EN0264  MODELED GRAV-     979,388.0   (mgal)                       NAVD 88
 EN0264
 EN0264  VERT ORDER  -  FIRST     CLASS II
 EN0264
 EN0264.The horizontal coordinates were scaled from a topographic map and have
 EN0264.an estimated accuracy of +/- 6 seconds.
 EN0264
 EN0264.The orthometric height was determined by differential leveling
 EN0264.and adjusted by the National Geodetic Survey in June 1991..
 EN0264
 EN0264.The geoid height was determined by GEOID03.
 EN0264
 EN0264.The dynamic height is computed by dividing the NAVD 88
 EN0264.geopotential number by the normal gravity value computed on the
 EN0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0264.degrees latitude (g = 980.6199 gals.).
 EN0264
 EN0264.The modeled gravity was interpolated from observed gravity values.
 EN0264
 EN0264;                    North         East    Units  Estimated Accuracy
 EN0264;SPC TX N     - 1,037,400.      238,910.      MT  (+/- 180 meters Scaled)
 EN0264
 EN0264                          SUPERSEDED SURVEY CONTROL
 EN0264
 EN0264  NGVD 29 (??/??/92)  783.008  (m)         2568.92   (f) ADJ UNCH    1 2
 EN0264
 EN0264.Superseded values are not recommended for survey control.
 EN0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0264.See file dsdata.txt to determine how the superseded data were derived.
 EN0264
 EN0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD089014(NAD 83)
 EN0264_MARKER: DB = BENCH MARK DISK
 EN0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0264_STAMPING: 2568.919 T 140 1933
 EN0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0264+STABILITY: SURFACE MOTION
 EN0264
 EN0264  HISTORY     - Date     Condition        Report By
 EN0264  HISTORY     - 1933     MONUMENTED       CGS
 EN0264  HISTORY     - 1958     GOOD             NGS
 EN0264
 EN0264                          STATION DESCRIPTION
 EN0264
 EN0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0264'2.1 MI SW FROM QUITAQUE.
 EN0264'2.1 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0264'THE STATION AT QUITAQUE, BRISCOE COUNTY, AT STATION 2340+00 (MILEAGE
 EN0264'281.36), ABOUT 8-1/2 RAILS SOUTHWEST OF A PUBLIC-ROAD CROSSING, ABOUT
 EN0264'65 FEET NORTHEAST OF WOODEN TRESTLE P 281.38, 39 FEET EAST OF THE
 EN0264'TRACK, AND AT THE EDGE OF A FIELD.  A STANDARD DISK, STAMPED 2568.919
 EN0264'T 140 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 EN0264'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0238 ***********************************************************************
 BB0238  DESIGNATION -  T 1400
 BB0238  PID         -  BB0238
 BB0238  STATE/COUNTY-  TX/PRESIDIO
 BB0238  USGS QUAD   -  SHAFTER (1983)
 BB0238
 BB0238                         *CURRENT SURVEY CONTROL
 BB0238  ___________________________________________________________________
 BB0238* NAD 83(1986)-  29 48 15.     (N)    104 19 54.     (W)     SCALED    
 BB0238* NAVD 88     -      1244.696  (meters)    4083.64   (feet)  ADJUSTED  
 BB0238  ___________________________________________________________________
 BB0238  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 BB0238  DYNAMIC HT  -        1242.631 (meters)    4076.87  (feet)  COMP
 BB0238  MODELED GRAV-     978,940.3   (mgal)                       NAVD 88
 BB0238
 BB0238  VERT ORDER  -  FIRST     CLASS II
 BB0238
 BB0238.The horizontal coordinates were scaled from a topographic map and have
 BB0238.an estimated accuracy of +/- 6 seconds.
 BB0238
 BB0238.The orthometric height was determined by differential leveling
 BB0238.and adjusted by the National Geodetic Survey in June 1991..
 BB0238
 BB0238.The geoid height was determined by GEOID03.
 BB0238
 BB0238.The dynamic height is computed by dividing the NAVD 88
 BB0238.geopotential number by the normal gravity value computed on the
 BB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0238.degrees latitude (g = 980.6199 gals.).
 BB0238
 BB0238.The modeled gravity was interpolated from observed gravity values.
 BB0238
 BB0238;                    North         East    Units  Estimated Accuracy
 BB0238;SPC TXSC     - 4,230,170.       84,790.      MT  (+/- 180 meters Scaled)
 BB0238
 BB0238                          SUPERSEDED SURVEY CONTROL
 BB0238
 BB0238.No superseded survey control is available for this station.
 BB0238
 BB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN645972(NAD 83)
 BB0238_MARKER: DB = BENCH MARK DISK
 BB0238_SETTING: 66 = SET IN ROCK OUTCROP
 BB0238_SP_SET: ROCK OUTCROP
 BB0238_STAMPING: T 1400 1981
 BB0238_MARK LOGO: NGS   
 BB0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0238+STABILITY: POSITION/ELEVATION WELL
 BB0238
 BB0238  HISTORY     - Date     Condition        Report By
 BB0238  HISTORY     - 1981     MONUMENTED       NGS
 BB0238  HISTORY     - 19961010 GOOD             USPSQD
 BB0238
 BB0238                          STATION DESCRIPTION
 BB0238
 BB0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0238'3.2 KM (2.0 MI) SW FROM SHAFTER.
 BB0238'3.2 KM (2.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0238'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, IN THE TOP CENTER OF
 BB0238'A 30X40 FOOT EXPOSED AREA OF ROCK OUTCROPPING WHICH IS FLUSH WITH
 BB0238'THE GROUND, 52.1 METERS (171.0 FT) WEST-NORTHWEST OF THE CENTERLINE
 BB0238'OF THE HIGHWAY, 33.8 METERS (111.0 FT) WEST-NORTHWEST OF A FENCE,
 BB0238'33.8 METERS (111.0 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD
 BB0238'LEADING WEST TO THE GOLDFIELDS OPERATING COMPANY, 25.0 METERS
 BB0238'(82.0 FT) SOUTHWEST OF A FENCE, AND 18.3 METERS (60.0 FT)
 BB0238'NORTH-NORTHWEST OF UTILITY POLE NUMBER 42 1.
 BB0238'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 BB0238'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BB0238
 BB0238                          STATION RECOVERY (1996)
 BB0238
 BB0238'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0701 ***********************************************************************
 BP0701  DESIGNATION -  T 1401
 BP0701  PID         -  BP0701
 BP0701  STATE/COUNTY-  TX/BREWSTER
 BP0701  USGS QUAD   -  PAISANO (1972)
 BP0701
 BP0701                         *CURRENT SURVEY CONTROL
 BP0701  ___________________________________________________________________
 BP0701* NAD 83(1986)-  30 19 05.     (N)    103 46 02.     (W)     SCALED    
 BP0701* NAVD 88     -      1500.366  (meters)    4922.45   (feet)  ADJUSTED  
 BP0701  ___________________________________________________________________
 BP0701  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 BP0701  DYNAMIC HT  -        1497.891 (meters)    4914.33  (feet)  COMP
 BP0701  MODELED GRAV-     978,938.9   (mgal)                       NAVD 88
 BP0701
 BP0701  VERT ORDER  -  FIRST     CLASS II
 BP0701
 BP0701.The horizontal coordinates were scaled from a topographic map and have
 BP0701.an estimated accuracy of +/- 6 seconds.
 BP0701
 BP0701.The orthometric height was determined by differential leveling
 BP0701.and adjusted by the National Geodetic Survey in June 1991..
 BP0701
 BP0701.The geoid height was determined by GEOID03.
 BP0701
 BP0701.The dynamic height is computed by dividing the NAVD 88
 BP0701.geopotential number by the normal gravity value computed on the
 BP0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0701.degrees latitude (g = 980.6199 gals.).
 BP0701
 BP0701.The modeled gravity was interpolated from observed gravity values.
 BP0701
 BP0701;                    North         East    Units  Estimated Accuracy
 BP0701;SPC TXSC     - 4,284,730.      141,630.      MT  (+/- 180 meters Scaled)
 BP0701
 BP0701                          SUPERSEDED SURVEY CONTROL
 BP0701
 BP0701.No superseded survey control is available for this station.
 BP0701
 BP0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP185546(NAD 83)
 BP0701_MARKER: DB = BENCH MARK DISK
 BP0701_SETTING: 66 = SET IN ROCK OUTCROP
 BP0701_SP_SET: ROCK OUTCROP
 BP0701_STAMPING: T 1401 1981
 BP0701_MARK LOGO: NGS   
 BP0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0701+STABILITY: POSITION/ELEVATION WELL
 BP0701
 BP0701  HISTORY     - Date     Condition        Report By
 BP0701  HISTORY     - 1981     MONUMENTED       NGS
 BP0701
 BP0701                          STATION DESCRIPTION
 BP0701
 BP0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0701'11.8 KM (7.35 MI) SW FROM ALPINE.
 BP0701'2.9 KM (1.8 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0701'RAILROAD STATION IN ALPINE, THENCE 8.9 KM (5.55 MI) WESTERLY ALONG
 BP0701'U.S. HIGHWAYS 67 AND 90, IN A 3 BY 9 FT EXPOSED AREA OF OUTCROPPING
 BP0701'BEDROCK AT A HIGHWAY CUT, 25.0 METERS (82.0 FT) WEST OF THE EAST END
 BP0701'OF THE CUT, 14.0 METERS (45.9 FT) NORTH OF THE CENTERLINE OF THE
 BP0701'HIGHWAY AND 4.7 METERS (15.4 FT) SOUTH OF A FENCE.
 BP0701'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BP0701'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0725 ***********************************************************************
 BP0725  DESIGNATION -  T 1402
 BP0725  PID         -  BP0725
 BP0725  STATE/COUNTY-  TX/BREWSTER
 BP0725  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0725
 BP0725                         *CURRENT SURVEY CONTROL
 BP0725  ___________________________________________________________________
 BP0725* NAD 83(1986)-  30 13 20.     (N)    103 20 09.     (W)     SCALED    
 BP0725* NAVD 88     -      1276.544  (meters)    4188.13   (feet)  ADJUSTED  
 BP0725  ___________________________________________________________________
 BP0725  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 BP0725  DYNAMIC HT  -        1274.447 (meters)    4181.25  (feet)  COMP
 BP0725  MODELED GRAV-     978,954.6   (mgal)                       NAVD 88
 BP0725
 BP0725  VERT ORDER  -  FIRST     CLASS II
 BP0725
 BP0725.The horizontal coordinates were scaled from a topographic map and have
 BP0725.an estimated accuracy of +/- 6 seconds.
 BP0725
 BP0725.The orthometric height was determined by differential leveling
 BP0725.and adjusted by the National Geodetic Survey in June 1991..
 BP0725
 BP0725.The geoid height was determined by GEOID03.
 BP0725
 BP0725.The dynamic height is computed by dividing the NAVD 88
 BP0725.geopotential number by the normal gravity value computed on the
 BP0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0725.degrees latitude (g = 980.6199 gals.).
 BP0725
 BP0725.The modeled gravity was interpolated from observed gravity values.
 BP0725
 BP0725;                    North         East    Units  Estimated Accuracy
 BP0725;SPC TXSC     - 4,272,500.      182,690.      MT  (+/- 180 meters Scaled)
 BP0725
 BP0725                          SUPERSEDED SURVEY CONTROL
 BP0725
 BP0725.No superseded survey control is available for this station.
 BP0725
 BP0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP601445(NAD 83)
 BP0725_MARKER: I = METAL ROD
 BP0725_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0725+WITH SETTING: INFORMATION.
 BP0725_SP_SET: SHALLOW SET METAL ROD
 BP0725_STAMPING: T 1402 1981
 BP0725_MARK LOGO: NGS   
 BP0725_PROJECTION: FLUSH
 BP0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0725_ROD/PIPE-DEPTH: 2.1  meters
 BP0725
 BP0725  HISTORY     - Date     Condition        Report By
 BP0725  HISTORY     - 1981     MONUMENTED       NGS
 BP0725  HISTORY     - 20030214 GOOD             USPSQD
 BP0725
 BP0725                          STATION DESCRIPTION
 BP0725
 BP0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0725'9.2 KM (5.7 MI) NW FROM MARATHON.
 BP0725'9.2 KM (5.7 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0725'MARATHON, 0.2 KM (0.15 MI) WEST OF THE WEST END OF A MULTI-BOX
 BP0725'CULVERT, 23.8 METERS (78.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 BP0725'THE HIGHWAY, 4.7 METERS (15.4 FT) WEST-NORTHWEST OF UTILITY POLE
 BP0725'NUMBER 3145 AND 0.3 METERS (1.0 FT) NORTH-NORTHEAST OF A FENCE.
 BP0725'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0725'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 BP0725'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0725
 BP0725                          STATION RECOVERY (2003)
 BP0725
 BP0725'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BP0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0749 ***********************************************************************
 BP0749  DESIGNATION -  T 1403
 BP0749  PID         -  BP0749
 BP0749  STATE/COUNTY-  TX/BREWSTER
 BP0749  USGS QUAD   -  HOUSETOP MOUNTAINS (1968)
 BP0749
 BP0749                         *CURRENT SURVEY CONTROL
 BP0749  ___________________________________________________________________
 BP0749* NAD 83(1986)-  30 11 27.     (N)    102 52 53.     (W)     SCALED    
 BP0749* NAVD 88     -      1275.575  (meters)    4184.95   (feet)  ADJUSTED  
 BP0749  ___________________________________________________________________
 BP0749  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BP0749  DYNAMIC HT  -        1273.495 (meters)    4178.12  (feet)  COMP
 BP0749  MODELED GRAV-     978,966.1   (mgal)                       NAVD 88
 BP0749
 BP0749  VERT ORDER  -  FIRST     CLASS II
 BP0749
 BP0749.The horizontal coordinates were scaled from a topographic map and have
 BP0749.an estimated accuracy of +/- 6 seconds.
 BP0749
 BP0749.The orthometric height was determined by differential leveling
 BP0749.and adjusted by the National Geodetic Survey in June 1991..
 BP0749
 BP0749.The geoid height was determined by GEOID03.
 BP0749
 BP0749.The dynamic height is computed by dividing the NAVD 88
 BP0749.geopotential number by the normal gravity value computed on the
 BP0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0749.degrees latitude (g = 980.6199 gals.).
 BP0749
 BP0749.The modeled gravity was interpolated from observed gravity values.
 BP0749
 BP0749;                    North         East    Units  Estimated Accuracy
 BP0749;SPC TXSC     - 4,267,480.      226,300.      MT  (+/- 180 meters Scaled)
 BP0749
 BP0749                          SUPERSEDED SURVEY CONTROL
 BP0749
 BP0749.No superseded survey control is available for this station.
 BP0749
 BP0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP039418(NAD 83)
 BP0749_MARKER: I = METAL ROD
 BP0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0749_SP_SET: STAINLESS STEEL ROD
 BP0749_STAMPING: T 1403 1981
 BP0749_MARK LOGO: NGS   
 BP0749_PROJECTION: FLUSH
 BP0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0749_ROD/PIPE-DEPTH: 7.3  meters
 BP0749
 BP0749  HISTORY     - Date     Condition        Report By
 BP0749  HISTORY     - 1981     MONUMENTED       NGS
 BP0749  HISTORY     - 20010331 GOOD             NGS
 BP0749
 BP0749                          STATION DESCRIPTION
 BP0749
 BP0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0749'36.4 KM (22.6 MI) EAST FROM MARATHON.
 BP0749'36.4 KM (22.6 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0749'IN MARATHON, 0.3 KM (0.2 MI) EAST OF A TRACK ROAD LEADING SOUTH AND
 BP0749'39.3 METERS (128.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 BP0749'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0749'THE MARK IS 0.3 METERS  NNE FROM  A FENCE AND WITNESS POST
 BP0749'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 BP0749
 BP0749                          STATION RECOVERY (2001)
 BP0749
 BP0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0749'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1337 ***********************************************************************
 AE1337  DESIGNATION -  T 1404
 AE1337  PID         -  AE1337
 AE1337  STATE/COUNTY-  TX/ZAPATA
 AE1337  USGS QUAD   -  ZAPATA (1979)
 AE1337
 AE1337                         *CURRENT SURVEY CONTROL
 AE1337  ___________________________________________________________________
 AE1337* NAD 83(1986)-  26 59 19.     (N)    099 22 06.     (W)     SCALED    
 AE1337* NAVD 88     -       121.038  (meters)     397.11   (feet)  ADJUSTED  
 AE1337  ___________________________________________________________________
 AE1337  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AE1337  DYNAMIC HT  -         120.844 (meters)     396.47  (feet)  COMP
 AE1337  MODELED GRAV-     979,042.5   (mgal)                       NAVD 88
 AE1337
 AE1337  VERT ORDER  -  FIRST     CLASS II
 AE1337
 AE1337.The horizontal coordinates were scaled from a topographic map and have
 AE1337.an estimated accuracy of +/- 6 seconds.
 AE1337
 AE1337.The orthometric height was determined by differential leveling
 AE1337.and adjusted by the National Geodetic Survey in June 1991..
 AE1337
 AE1337.The geoid height was determined by GEOID03.
 AE1337
 AE1337.The dynamic height is computed by dividing the NAVD 88
 AE1337.geopotential number by the normal gravity value computed on the
 AE1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1337.degrees latitude (g = 980.6199 gals.).
 AE1337
 AE1337.The modeled gravity was interpolated from observed gravity values.
 AE1337
 AE1337;                    North         East    Units  Estimated Accuracy
 AE1337;SPC TX S     - 5,146,760.      213,820.      MT  (+/- 180 meters Scaled)
 AE1337
 AE1337                          SUPERSEDED SURVEY CONTROL
 AE1337
 AE1337.No superseded survey control is available for this station.
 AE1337
 AE1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ634852(NAD 83)
 AE1337_MARKER: I = METAL ROD
 AE1337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1337_SP_SET: STAINLESS STEEL ROD
 AE1337_STAMPING: T 1404 1981
 AE1337_MARK LOGO: NGS   
 AE1337_PROJECTION: FLUSH
 AE1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1337_ROD/PIPE-DEPTH: 5.3  meters
 AE1337
 AE1337  HISTORY     - Date     Condition        Report By
 AE1337  HISTORY     - 1981     MONUMENTED       NGS
 AE1337  HISTORY     - 1988     GOOD             USPSQD
 AE1337
 AE1337                          STATION DESCRIPTION
 AE1337
 AE1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1337'9.7 KM (6.0 MI) SE FROM SAN YGNACIO.
 AE1337'9.7 KM (6.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1337'FARM ROAD 3169 IN SAN YGNACIO, 0.24 KM (0.15 MI) SOUTHEAST OF A METAL
 AE1337'GATE AND PRIVATE DIRT ROAD LEADING NORTHEAST TO A WINDMILL AND CORRAL,
 AE1337'ALSO ACROSS HIGHWAY AND ABOUT 36.6 KM (130.0 FT) SOUTH OF A POWERLINE
 AE1337'POLE WITH TRANSFORMER, 21.3 METERS (70.0 FT) NORTHEAST OF CENTERLINE
 AE1337'OF HIGHWAY, 0.30 METERS (1.0 FT) SOUTHWEST OF A FENCE LINE, AND
 AE1337'1.1 METERS (3.7 FT) NORTHWEST OF A 1.2 KM (4.0 FT) HIGH WOODEN
 AE1337'RIGHT-OF-WAY POST.
 AE1337'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AE1337'THE MARK IS 0.91 M ABOVE HIGHWAY.
 AE1337
 AE1337                          STATION RECOVERY (1988)
 AE1337
 AE1337'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AE1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1067 ***********************************************************************
 AJ1067  DESIGNATION -  T 1405
 AJ1067  PID         -  AJ1067
 AJ1067  STATE/COUNTY-  TX/ZAPATA
 AJ1067  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1067
 AJ1067                         *CURRENT SURVEY CONTROL
 AJ1067  ___________________________________________________________________
 AJ1067* NAD 83(1986)-  27 04 06.     (N)    099 25 56.     (W)     SCALED    
 AJ1067* NAVD 88     -       100.267  (meters)     328.96   (feet)  ADJUSTED  
 AJ1067  ___________________________________________________________________
 AJ1067  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AJ1067  DYNAMIC HT  -         100.106 (meters)     328.43  (feet)  COMP
 AJ1067  MODELED GRAV-     979,041.9   (mgal)                       NAVD 88
 AJ1067
 AJ1067  VERT ORDER  -  FIRST     CLASS II
 AJ1067
 AJ1067.The horizontal coordinates were scaled from a topographic map and have
 AJ1067.an estimated accuracy of +/- 6 seconds.
 AJ1067
 AJ1067.The orthometric height was determined by differential leveling
 AJ1067.and adjusted by the National Geodetic Survey in June 1991..
 AJ1067
 AJ1067.The geoid height was determined by GEOID03.
 AJ1067
 AJ1067.The dynamic height is computed by dividing the NAVD 88
 AJ1067.geopotential number by the normal gravity value computed on the
 AJ1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1067.degrees latitude (g = 980.6199 gals.).
 AJ1067
 AJ1067.The modeled gravity was interpolated from observed gravity values.
 AJ1067
 AJ1067;                    North         East    Units  Estimated Accuracy
 AJ1067;SPC TX S     - 5,155,630.      207,540.      MT  (+/- 180 meters Scaled)
 AJ1067
 AJ1067                          SUPERSEDED SURVEY CONTROL
 AJ1067
 AJ1067.No superseded survey control is available for this station.
 AJ1067
 AJ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ571940(NAD 83)
 AJ1067_MARKER: I = METAL ROD
 AJ1067_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1067_SP_SET: STAINLESS STEEL ROD
 AJ1067_STAMPING: T 1405 1981
 AJ1067_MARK LOGO: NGS   
 AJ1067_PROJECTION: FLUSH
 AJ1067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1067_ROD/PIPE-DEPTH: 8.53 meters
 AJ1067
 AJ1067  HISTORY     - Date     Condition        Report By
 AJ1067  HISTORY     - 1981     MONUMENTED       NGS
 AJ1067
 AJ1067                          STATION DESCRIPTION
 AJ1067
 AJ1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1067'3.1 KM (1.9 MI) NORTH FROM SAN YGNACIO.
 AJ1067'3.1 KM (1.9 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AJ1067'ROAD 3169 AT SAN YGNACIO, AT A FIELD ROAD LEADING EAST TO A CORRAL,
 AJ1067'15.5 METERS (51.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 AJ1067'6.4 METERS (21.0 FT) NORTH OF THE CENTER OF THE ROAD, 3.0 METERS
 AJ1067'(9.8 FT) NORTH OF A LARGE METAL T-INTERSECTION FENCE POLE, AND
 AJ1067'0.3 METER (1.0 FT) WEST OF A FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1067'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 AJ1067'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1246 ***********************************************************************
 AB1246  DESIGNATION -  T 1406
 AB1246  PID         -  AB1246
 AB1246  STATE/COUNTY-  TX/CAMERON
 AB1246  USGS QUAD   -  PORT ISABEL (1983)
 AB1246
 AB1246                         *CURRENT SURVEY CONTROL
 AB1246  ___________________________________________________________________
 AB1246* NAD 83(1986)-  26 05 06.     (N)    097 10 05.     (W)     SCALED    
 AB1246* NAVD 88     -         1.225  (meters)       4.02   (feet)  ADJUSTED  
 AB1246  ___________________________________________________________________
 AB1246  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 AB1246  DYNAMIC HT  -           1.223 (meters)       4.01  (feet)  COMP
 AB1246  MODELED GRAV-     979,069.9   (mgal)                       NAVD 88
 AB1246
 AB1246  VERT ORDER  -  FIRST     CLASS II
 AB1246
 AB1246.The horizontal coordinates were scaled from a topographic map and have
 AB1246.an estimated accuracy of +/- 6 seconds.
 AB1246
 AB1246.The orthometric height was determined by differential leveling
 AB1246.and adjusted by the National Geodetic Survey in June 1991..
 AB1246
 AB1246.The geoid height was determined by GEOID03.
 AB1246
 AB1246.The dynamic height is computed by dividing the NAVD 88
 AB1246.geopotential number by the normal gravity value computed on the
 AB1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1246.degrees latitude (g = 980.6199 gals.).
 AB1246
 AB1246.The modeled gravity was interpolated from observed gravity values.
 AB1246
 AB1246;                    North         East    Units  Estimated Accuracy
 AB1246;SPC TX S     - 5,047,050.      433,260.      MT  (+/- 180 meters Scaled)
 AB1246
 AB1246                          SUPERSEDED SURVEY CONTROL
 AB1246
 AB1246.No superseded survey control is available for this station.
 AB1246
 AB1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP832863(NAD 83)
 AB1246_MARKER: I = METAL ROD
 AB1246_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1246_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1246_STAMPING: T 1406 1982
 AB1246_MARK LOGO: NGS   
 AB1246_PROJECTION: FLUSH
 AB1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1246+STABILITY: POSITION/ELEVATION WELL
 AB1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1246+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2006
 AB1246_ROD/PIPE-DEPTH: 17.0 meters
 AB1246_SLEEVE-DEPTH  : 9.1 meters
 AB1246
 AB1246  HISTORY     - Date     Condition        Report By
 AB1246  HISTORY     - 1982     MONUMENTED       NGS
 AB1246  HISTORY     - 19910411 GOOD             USPSQD
 AB1246  HISTORY     - 20040223 GOOD             USPSQD
 AB1246  HISTORY     - 20060101 GOOD             USPSQD
 AB1246
 AB1246                          STATION DESCRIPTION
 AB1246
 AB1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1246'4.3 KM (2.7 MI) EAST FROM PORT ISABEL.
 AB1246'4.3 KM (2.7 MI) EAST ALONG TEXAS PARK ROAD 100 AND ACROSS THE NEW
 AB1246'QUEEN ISABEL CAUSEWAY BRIDGE IN PORT ISABEL, SET IN THE LAWN AND AT
 AB1246'THE EAST END OF THE FIRST MEDIAN BETWEEN THE DIVIDED HIGHWAYS AT THE
 AB1246'EAST END OF THE BRIDGE IN SOUTH PADRE ISLAND AT A CROSSOVER AND ON
 AB1246'THE SOUTH SIDE OF THE QUEEN ISABEL MONUMENT AND ABOUT 0.25 KM
 AB1246'(0.15 MI) EAST OF THE EAST END OF THE BRIDGE, 32.6 METERS (107.0 FT)
 AB1246'NORTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 39.9 METERS
 AB1246'(131.0 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE,
 AB1246'15.2 METERS (50.0 FT) WEST OF THE CENTER OF THE CROSSOVER, 4.1 METERS
 AB1246'(13.5 FT) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE MONUMENT,
 AB1246'2.1 METERS (7.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE
 AB1246'CURB AROUND THE MONUMENT, 2.0 METERS (6.5 FT) SOUTHEAST OF THE
 AB1246'SOUTHWEST CORNER OF THE CURB, AND 1.4 METERS (4.5 FT) SOUTH OF THE
 AB1246'SOUTH FACE OF THE CURB.
 AB1246'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AB1246'THE MARK IS ABOVE LEVEL WITH CROSSOVER.
 AB1246
 AB1246                          STATION RECOVERY (1991)
 AB1246
 AB1246'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1246'RECOVERED IN GOOD CONDITION.
 AB1246
 AB1246                          STATION RECOVERY (2004)
 AB1246
 AB1246'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1246'RECOVERED IN GOOD CONDITION.
 AB1246
 AB1246                          STATION RECOVERY (2006)
 AB1246
 AB1246'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AB1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1275 ***********************************************************************
 AB1275  DESIGNATION -  T 1407
 AB1275  PID         -  AB1275
 AB1275  STATE/COUNTY-  TX/KENEDY
 AB1275  USGS QUAD   -  RUDOLPH (1982)
 AB1275
 AB1275                         *CURRENT SURVEY CONTROL
 AB1275  ___________________________________________________________________
 AB1275* NAD 83(1993)-  26 39 33.74376(N)    097 46 07.10530(W)     ADJUSTED  
 AB1275* NAVD 88     -         7.927  (meters)      26.01   (feet)  ADJUSTED  
 AB1275  ___________________________________________________________________
 AB1275  X           -    -771,015.776 (meters)                     COMP
 AB1275  Y           -  -5,651,555.781 (meters)                     COMP
 AB1275  Z           -   2,844,529.562 (meters)                     COMP
 AB1275  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AB1275  ELLIP HEIGHT-         -15.94  (meters)          (06/20/03) GPS OBS
 AB1275  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AB1275  DYNAMIC HT  -           7.914 (meters)      25.96  (feet)  COMP
 AB1275  MODELED GRAV-     979,059.3   (mgal)                       NAVD 88
 AB1275
 AB1275  HORZ ORDER  -  FIRST
 AB1275  VERT ORDER  -  FIRST     CLASS II
 AB1275  ELLP ORDER  -  FIRST     CLASS II
 AB1275
 AB1275.The horizontal coordinates were established by GPS observations
 AB1275.and adjusted by the National Geodetic Survey in June 2003..
 AB1275
 AB1275.The orthometric height was determined by differential leveling
 AB1275.and adjusted by the National Geodetic Survey in June 1991..
 AB1275
 AB1275.Photographs are available for this station.
 AB1275
 AB1275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1275
 AB1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1275
 AB1275.The ellipsoidal height was determined by GPS observations
 AB1275.and is referenced to NAD 83.
 AB1275
 AB1275.The geoid height was determined by GEOID03.
 AB1275
 AB1275.The dynamic height is computed by dividing the NAVD 88
 AB1275.geopotential number by the normal gravity value computed on the
 AB1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1275.degrees latitude (g = 980.6199 gals.).
 AB1275
 AB1275.The modeled gravity was interpolated from observed gravity values.
 AB1275
 AB1275;                    North         East     Units Scale Factor Converg.
 AB1275;SPC TX S     - 5,110,194.885   372,801.677   MT  0.99991246   +0 19 55.4
 AB1275;SPC TX S     -16,765,697.72  1,223,100.17   sFT  0.99991246   +0 19 55.4
 AB1275;UTM  14      - 2,949,299.489   622,541.197   MT  0.99978539   +0 33 09.2
 AB1275
 AB1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1275!SPC TX S     -   1.00000250  x   0.99991246  =   0.99991496
 AB1275!UTM  14      -   1.00000250  x   0.99978539  =   0.99978789
 AB1275
 AB1275                          SUPERSEDED SURVEY CONTROL
 AB1275
 AB1275  NAVD 88 (06/20/03)    7.93   (m)           26.0    (f) LEVELING    3  
 AB1275
 AB1275.Superseded values are not recommended for survey control.
 AB1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1275.See file dsdata.txt to determine how the superseded data were derived.
 AB1275
 AB1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2254149299(NAD 83)
 AB1275_MARKER: F = FLANGE-ENCASED ROD
 AB1275_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1275_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1275_STAMPING: T 1407 1981
 AB1275_MARK LOGO: NGS   
 AB1275_PROJECTION: RECESSED 10 CENTIMETERS
 AB1275_MAGNETIC: I = MARKER IS A STEEL ROD
 AB1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1275+STABILITY: POSITION/ELEVATION WELL
 AB1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1275+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 AB1275_ROD/PIPE-DEPTH: 14.6 meters
 AB1275_SLEEVE-DEPTH  : 9.1 meters
 AB1275
 AB1275  HISTORY     - Date     Condition        Report By
 AB1275  HISTORY     - 1981     MONUMENTED       NGS
 AB1275  HISTORY     - 1987     GOOD             USPSQD
 AB1275  HISTORY     - 1990     GOOD             USPSQD
 AB1275  HISTORY     - 20030414 GOOD             NGS
 AB1275
 AB1275                          STATION DESCRIPTION
 AB1275
 AB1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1275'20.3 KM (12.6 MI) NORTH FROM RAYMONDVILLE.
 AB1275'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1275'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 15.1 KM (9.4 MI) NORTH
 AB1275'ALONG U.S. HIGHWAY 77, AT A ROAD LEADING WEST CROSSING THE MISSOURI
 AB1275'PACIFIC RAILROAD TO SIX METAL GATES LEADING TO THREE DIFFERENT
 AB1275'RANCHES, SET JUST INSIDE OF THE NORTHEAST FENCE CORNER OF THE CANELLO
 AB1275'RANCH BELONGING TO STELLA ZARATE AND SURROUNDED BY THREE METAL WITNESS
 AB1275'POST, 17.2 METERS (56.5 FT) WEST OF THE WEST RAIL OF THE MISSOURI
 AB1275'PACIFIC RAILROAD, 13.8 METERS (45.5 FT) SOUTHEAST OF THE CENTER POST
 AB1275'OF FOUR GATES ACROSS ROAD LEADING WEST, 10.5 METERS (34.5 FT) NORTH OF
 AB1275'THE CENTER OF A METAL GATE IN THE FENCE ON THE SOUTH SIDE OF ROAD
 AB1275'RUNNING NORTH AND SOUTH, 2.6 METERS (8.5 FT) SOUTHWEST OF THE FENCE
 AB1275'CORNER ON SOUTH SIDE OF ROAD, 1.5 METERS (5.0 FT) SOUTH OF THE SOUTH
 AB1275'FENCE, AND 2.4 METERS (8.0 FT) WEST OF THE EAST FENCE.
 AB1275'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AB1275'THE MARK IS 0.9 M BELOW TRACKS.
 AB1275
 AB1275                          STATION RECOVERY (1987)
 AB1275
 AB1275'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB1275'RECOVERED IN GOOD CONDITION.
 AB1275
 AB1275                          STATION RECOVERY (1990)
 AB1275
 AB1275'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB1275'RECOVERED IN GOOD CONDITION.
 AB1275
 AB1275                          STATION RECOVERY (2003)
 AB1275
 AB1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 AB1275'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AB1275'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1299 ***********************************************************************
 AB1299  DESIGNATION -  T 1408
 AB1299  PID         -  AB1299
 AB1299  STATE/COUNTY-  TX/CAMERON
 AB1299  USGS QUAD   -  WILLAMAR SW (1983)
 AB1299
 AB1299                         *CURRENT SURVEY CONTROL
 AB1299  ___________________________________________________________________
 AB1299* NAD 83(1986)-  26 15 34.     (N)    097 44 27.     (W)     SCALED    
 AB1299* NAVD 88     -        12.422  (meters)      40.75   (feet)  ADJUSTED  
 AB1299  ___________________________________________________________________
 AB1299  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AB1299  DYNAMIC HT  -          12.402 (meters)      40.69  (feet)  COMP
 AB1299  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 AB1299
 AB1299  VERT ORDER  -  FIRST     CLASS II
 AB1299
 AB1299.The horizontal coordinates were scaled from a topographic map and have
 AB1299.an estimated accuracy of +/- 6 seconds.
 AB1299
 AB1299.The orthometric height was determined by differential leveling
 AB1299.and adjusted by the National Geodetic Survey in June 1991..
 AB1299
 AB1299.The geoid height was determined by GEOID03.
 AB1299
 AB1299.The dynamic height is computed by dividing the NAVD 88
 AB1299.geopotential number by the normal gravity value computed on the
 AB1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1299.degrees latitude (g = 980.6199 gals.).
 AB1299
 AB1299.The modeled gravity was interpolated from observed gravity values.
 AB1299
 AB1299;                    North         East    Units  Estimated Accuracy
 AB1299;SPC TX S     - 5,065,900.      375,840.      MT  (+/- 180 meters Scaled)
 AB1299
 AB1299                          SUPERSEDED SURVEY CONTROL
 AB1299
 AB1299.No superseded survey control is available for this station.
 AB1299
 AB1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ257050(NAD 83)
 AB1299_MARKER: I = METAL ROD
 AB1299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1299_SP_SET: STAINLESS STEEL ROD
 AB1299_STAMPING: T 1408 1981
 AB1299_MARK LOGO: NGS   
 AB1299_PROJECTION: FLUSH
 AB1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1299_ROD/PIPE-DEPTH: 9.7  meters
 AB1299
 AB1299  HISTORY     - Date     Condition        Report By
 AB1299  HISTORY     - 1981     MONUMENTED       NGS
 AB1299  HISTORY     - 19910416 GOOD             USPSQD
 AB1299  HISTORY     - 19930123 GOOD             USPSQD
 AB1299  HISTORY     - 20040128 MARK NOT FOUND   GEOCAC
 AB1299
 AB1299                          STATION DESCRIPTION
 AB1299
 AB1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1299'1.3 KM (0.85 MI) NNW FROM COMBES.
 AB1299'1.3 KM (0.85 MI) NORTH NORTHWEST ALONG BUSINESS U.S. HIGHWAY 77 FROM
 AB1299'THE JUNCTION OF STATE HIGHWAY 107 IN COMBES AT A POWERLINE POLE AND A
 AB1299'TELEPHONE JUNCTION BOX NUMBER 37 ON THE NORTHEAST SIDE OF THE HIGHWAY,
 AB1299'12.8 METERS (42.0 FT) EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 AB1299'77, 1.0 METER (3.5 FT) SOUTHEAST OF THE POWERLINE POLE AND 1.8 METERS
 AB1299'(6.0 FT) EAST OF THE TELEPHONE JUNCTION BOX.
 AB1299'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 AB1299'THE MARK IS 0.4 M BELOW HIGHWAY 77.
 AB1299
 AB1299                          STATION RECOVERY (1991)
 AB1299
 AB1299'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1299'RECOVERED IN GOOD CONDITION.
 AB1299
 AB1299                          STATION RECOVERY (1993)
 AB1299
 AB1299'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1299'RECOVERED IN GOOD CONDITION.
 AB1299
 AB1299                          STATION RECOVERY (2004)
 AB1299
 AB1299'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1299'MAYBE BURIED SINCE DITCH BETWEEN ROAD AND TELEPHONE JUNCTION BOX HAS
 AB1299'BEEN DUG OUT SEVERAL TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1253 ***********************************************************************
 AE1253  DESIGNATION -  T 1409
 AE1253  PID         -  AE1253
 AE1253  STATE/COUNTY-  TX/HIDALGO
 AE1253  USGS QUAD   -  LA JOYA (1982)
 AE1253
 AE1253                         *CURRENT SURVEY CONTROL
 AE1253  ___________________________________________________________________
 AE1253* NAD 83(1986)-  26 13 30.     (N)    098 25 05.     (W)     SCALED    
 AE1253* NAVD 88     -        36.297  (meters)     119.08   (feet)  ADJUSTED  
 AE1253  ___________________________________________________________________
 AE1253  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE1253  DYNAMIC HT  -          36.236 (meters)     118.88  (feet)  COMP
 AE1253  MODELED GRAV-     978,991.2   (mgal)                       NAVD 88
 AE1253
 AE1253  VERT ORDER  -  FIRST     CLASS II
 AE1253
 AE1253.The horizontal coordinates were scaled from a topographic map and have
 AE1253.an estimated accuracy of +/- 6 seconds.
 AE1253
 AE1253.The orthometric height was determined by differential leveling
 AE1253.and adjusted by the National Geodetic Survey in June 1991..
 AE1253
 AE1253.The geoid height was determined by GEOID03.
 AE1253
 AE1253.The dynamic height is computed by dividing the NAVD 88
 AE1253.geopotential number by the normal gravity value computed on the
 AE1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1253.degrees latitude (g = 980.6199 gals.).
 AE1253
 AE1253.The modeled gravity was interpolated from observed gravity values.
 AE1253
 AE1253;                    North         East    Units  Estimated Accuracy
 AE1253;SPC TX S     - 5,061,860.      308,190.      MT  (+/- 180 meters Scaled)
 AE1253
 AE1253                          SUPERSEDED SURVEY CONTROL
 AE1253
 AE1253.No superseded survey control is available for this station.
 AE1253
 AE1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ581007(NAD 83)
 AE1253_MARKER: I = METAL ROD
 AE1253_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1253_SP_SET: STAINLESS STEEL ROD
 AE1253_STAMPING: T 1409 1981
 AE1253_MARK LOGO: NGS   
 AE1253_PROJECTION: FLUSH
 AE1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1253_ROD/PIPE-DEPTH: 8.23 meters
 AE1253
 AE1253  HISTORY     - Date     Condition        Report By
 AE1253  HISTORY     - 1981     MONUMENTED       NGS
 AE1253  HISTORY     - 1987     GOOD             USPSQD
 AE1253  HISTORY     - 19920409 GOOD             USPSQD
 AE1253
 AE1253                          STATION DESCRIPTION
 AE1253
 AE1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1253'1.8 KM (1.1 MI) WEST FROM PEREZVILLE.
 AE1253'0.6 KM (0.35 MI) WEST ALONG LOOP 374 FROM THE JUNCTION OF FARM ROAD
 AE1253'1427 AT PEREZVILLE, THENCE 1.2 KM (0.75 MI) WEST ALONG A DIRT ROAD AT
 AE1253'THE CROSSING OF A MAJOR POWERLINE, 22.1 METERS (72.4 FT) SOUTH OF THE
 AE1253'CENTER OF THE DIRT ROAD.  31.1 METERS (102.0 FT) EAST OF THE CENTER OF
 AE1253'A DIRT ROAD LEADING NORTH, 9.4 METERS (31.0 FT) WEST OF WESTMOST OF 2
 AE1253'POWER POLE LEGS OF POWERLINE, 27.4 METERS (90.0 FT) EAST OF NORTH,
 AE1253'SOUTH FENCE LINE, 26.5 METERS (87.0 FT) SOUTHEAST OF AN UNDERGROUND
 AE1253'GASLINE CONCRETE MARKER, AND 0.46 METERS (1.5 FT) NORTH OF A FENCE
 AE1253'LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AE1253'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 AE1253'THE MARK IS 031 M BELOW ROAD.
 AE1253
 AE1253                          STATION RECOVERY (1987)
 AE1253
 AE1253'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AE1253'RECOVERED IN GOOD CONDITION.
 AE1253
 AE1253                          STATION RECOVERY (1992)
 AE1253
 AE1253'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0348 ***********************************************************************
 DP0348  DESIGNATION -  T 141
 DP0348  PID         -  DP0348
 DP0348  STATE/COUNTY-  TX/LUBBOCK
 DP0348  USGS QUAD   -  HECKVILLE (1965)
 DP0348
 DP0348                         *CURRENT SURVEY CONTROL
 DP0348  ___________________________________________________________________
 DP0348* NAD 83(1986)-  33 48 42.     (N)    101 38 07.     (W)     SCALED    
 DP0348* NAVD 88     -       992.641  (meters)    3256.69   (feet)  POSTED    
 DP0348  ___________________________________________________________________
 DP0348  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DP0348  DYNAMIC HT  -         991.370 (meters)    3252.52  (feet)  COMP
 DP0348  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 DP0348
 DP0348  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0348
 DP0348.The horizontal coordinates were scaled from a topographic map and have
 DP0348.an estimated accuracy of +/- 6 seconds.
 DP0348
 DP0348.The orthometric height was determined by differential leveling
 DP0348.and adjusted by the National Geodetic Survey in 1992..
 DP0348.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0348.rate of 1.1 thru 2.0 mm/km.
 DP0348
 DP0348.The geoid height was determined by GEOID03.
 DP0348
 DP0348.The dynamic height is computed by dividing the NAVD 88
 DP0348.geopotential number by the normal gravity value computed on the
 DP0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0348.degrees latitude (g = 980.6199 gals.).
 DP0348
 DP0348.The modeled gravity was interpolated from observed gravity values.
 DP0348
 DP0348;                    North         East    Units  Estimated Accuracy
 DP0348;SPC TXNC     - 2,242,200.      309,770.      MT  (+/- 180 meters Scaled)
 DP0348
 DP0348                          SUPERSEDED SURVEY CONTROL
 DP0348
 DP0348  NGVD 29 (??/??/92)  992.263  (m)         3255.45   (f) ADJ UNCH    1 2
 DP0348
 DP0348.Superseded values are not recommended for survey control.
 DP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0348.See file dsdata.txt to determine how the superseded data were derived.
 DP0348
 DP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC560443(NAD 83)
 DP0348_MARKER: DB = BENCH MARK DISK
 DP0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0348_STAMPING: 3255.449 T 141 1933
 DP0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0348+STABILITY: SURFACE MOTION
 DP0348
 DP0348  HISTORY     - Date     Condition        Report By
 DP0348  HISTORY     - 1933     MONUMENTED       CGS
 DP0348  HISTORY     - 1955     GOOD             NGS
 DP0348
 DP0348                          STATION DESCRIPTION
 DP0348
 DP0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DP0348'5.0 MI SW FROM PETERSBURG.
 DP0348'5.0 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0348'THE STATION AT PETERSBURG, HALE COUNTY, ABOUT 0.3 MILE NORTH OF
 DP0348'MILEPOST L 338, AT STATION 5311+78, ABOUT 10 RAILS SOUTH OF A
 DP0348'PUBLIC-ROAD CROSSING, 46 FEET EAST OF THE TRACK, AND 2 FEET WEST OF
 DP0348'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3255.449 T 141 1933
 DP0348'AND SET IN THE TOP OF A CONCRETE POST PROJCETING ABOUT 3 INCHES ABOVE
 DP0348'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0633 ***********************************************************************
 CC0633  DESIGNATION -  T 1410
 CC0633  PID         -  CC0633
 CC0633  STATE/COUNTY-  TX/PECOS
 CC0633  USGS QUAD   -  DIAMOND Y SPRING (1974)
 CC0633
 CC0633                         *CURRENT SURVEY CONTROL
 CC0633  ___________________________________________________________________
 CC0633* NAD 83(1986)-  31 07 25.     (N)    102 53 32.     (W)     SCALED    
 CC0633* NAVD 88     -       799.410  (meters)    2622.73   (feet)  ADJUSTED  
 CC0633  ___________________________________________________________________
 CC0633  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CC0633  DYNAMIC HT  -         798.251 (meters)    2618.93  (feet)  COMP
 CC0633  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 CC0633
 CC0633  VERT ORDER  -  FIRST     CLASS II
 CC0633
 CC0633.The horizontal coordinates were scaled from a topographic map and have
 CC0633.an estimated accuracy of +/- 6 seconds.
 CC0633
 CC0633.The orthometric height was determined by differential leveling
 CC0633.and adjusted by the National Geodetic Survey in June 1991..
 CC0633
 CC0633.The geoid height was determined by GEOID03.
 CC0633
 CC0633.The dynamic height is computed by dividing the NAVD 88
 CC0633.geopotential number by the normal gravity value computed on the
 CC0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0633.degrees latitude (g = 980.6199 gals.).
 CC0633
 CC0633.The modeled gravity was interpolated from observed gravity values.
 CC0633
 CC0633;                    North         East    Units  Estimated Accuracy
 CC0633;SPC TX C     - 3,164,320.      455,980.      MT  (+/- 180 meters Scaled)
 CC0633
 CC0633                          SUPERSEDED SURVEY CONTROL
 CC0633
 CC0633.No superseded survey control is available for this station.
 CC0633
 CC0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ009452(NAD 83)
 CC0633_MARKER: I = METAL ROD
 CC0633_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0633+WITH SETTING: INFORMATION.
 CC0633_SP_SET: SHALLOW SET METAL ROD
 CC0633_STAMPING: T 1410 1981
 CC0633_MARK LOGO: NGS   
 CC0633_PROJECTION: FLUSH
 CC0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0633_ROD/PIPE-DEPTH: 3.0  meters
 CC0633
 CC0633  HISTORY     - Date     Condition        Report By
 CC0633  HISTORY     - 1981     MONUMENTED       NGS
 CC0633
 CC0633                          STATION DESCRIPTION
 CC0633
 CC0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0633'25.6 KM (15.9 MI) SOUTH FROM GRANDFALLS.
 CC0633'25.5 KM (15.9 MI SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0633'WITH STATE HIGHWAY 329 IN GRANDFALLS, OR 25.4 KM (15.8 MILES)
 CC0633'NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION WITH U. S. HIGHWAYS
 CC0633'290, 285 AND 67 IN FORT STOCKTON, 0.6 KM (0.4 MI) SOUTH OF A FIELD
 CC0633'ROAD LEADING EAST AND 17.7 METERS (58.1 FT) WEST OF THE CENTERLINE
 CC0633'OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0633'LOGO CAP.
 CC0633'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CC0633'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0604 ***********************************************************************
 BP0604  DESIGNATION -  T 1411
 BP0604  PID         -  BP0604
 BP0604  STATE/COUNTY-  TX/PECOS
 BP0604  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0604
 BP0604                         *CURRENT SURVEY CONTROL
 BP0604  ___________________________________________________________________
 BP0604* NAD 83(1986)-  30 45 04.     (N)    102 46 16.     (W)     SCALED    
 BP0604* NAVD 88     -       966.530  (meters)    3171.02   (feet)  ADJUSTED  
 BP0604  ___________________________________________________________________
 BP0604  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BP0604  DYNAMIC HT  -         965.028 (meters)    3166.10  (feet)  COMP
 BP0604  MODELED GRAV-     979,055.0   (mgal)                       NAVD 88
 BP0604
 BP0604  VERT ORDER  -  FIRST     CLASS II
 BP0604
 BP0604.The horizontal coordinates were scaled from a topographic map and have
 BP0604.an estimated accuracy of +/- 6 seconds.
 BP0604
 BP0604.The orthometric height was determined by differential leveling
 BP0604.and adjusted by the National Geodetic Survey in June 1991..
 BP0604
 BP0604.The geoid height was determined by GEOID03.
 BP0604
 BP0604.The dynamic height is computed by dividing the NAVD 88
 BP0604.geopotential number by the normal gravity value computed on the
 BP0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0604.degrees latitude (g = 980.6199 gals.).
 BP0604
 BP0604.The modeled gravity was interpolated from observed gravity values.
 BP0604
 BP0604;                    North         East    Units  Estimated Accuracy
 BP0604;SPC TX C     - 3,122,770.      466,620.      MT  (+/- 180 meters Scaled)
 BP0604
 BP0604                          SUPERSEDED SURVEY CONTROL
 BP0604
 BP0604.No superseded survey control is available for this station.
 BP0604
 BP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ133041(NAD 83)
 BP0604_MARKER: I = METAL ROD
 BP0604_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0604_SP_SET: STAINLESS STEEL ROD
 BP0604_STAMPING: T 1411 1981
 BP0604_MARK LOGO: NGS   
 BP0604_PROJECTION: FLUSH
 BP0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0604_ROD/PIPE-DEPTH: 7.6  meters
 BP0604
 BP0604  HISTORY     - Date     Condition        Report By
 BP0604  HISTORY     - 1981     MONUMENTED       NGS
 BP0604
 BP0604                          STATION DESCRIPTION
 BP0604
 BP0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0604'19.2 KM (11.95 MI) SE FROM FORT STOCKTON.
 BP0604'19.2 KM (11.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0604'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 0.2 KM (0.1 MI)
 BP0604'SOUTHEAST OF A SIDE ROAD LEADING EAST AND 18.4 METERS (60.4 FT)
 BP0604'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 BP0604'POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0604'THE MARK IS 0.4 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0604'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0384 ***********************************************************************
 BA0384  DESIGNATION -  T 1412
 BA0384  PID         -  BA0384
 BA0384  STATE/COUNTY-  TX/TERRELL
 BA0384  USGS QUAD   -  BALCON CREEK (1983)
 BA0384
 BA0384                         *CURRENT SURVEY CONTROL
 BA0384  ___________________________________________________________________
 BA0384* NAD 83(1986)-  29 59 36.     (N)    102 01 41.     (W)     SCALED    
 BA0384* NAVD 88     -       579.116  (meters)    1899.98   (feet)  ADJUSTED  
 BA0384  ___________________________________________________________________
 BA0384  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 BA0384  DYNAMIC HT  -         578.247 (meters)    1897.13  (feet)  COMP
 BA0384  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 BA0384
 BA0384  VERT ORDER  -  FIRST     CLASS II
 BA0384
 BA0384.The horizontal coordinates were scaled from a topographic map and have
 BA0384.an estimated accuracy of +/- 6 seconds.
 BA0384
 BA0384.The orthometric height was determined by differential leveling
 BA0384.and adjusted by the National Geodetic Survey in June 1991..
 BA0384
 BA0384.The geoid height was determined by GEOID03.
 BA0384
 BA0384.The dynamic height is computed by dividing the NAVD 88
 BA0384.geopotential number by the normal gravity value computed on the
 BA0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0384.degrees latitude (g = 980.6199 gals.).
 BA0384
 BA0384.The modeled gravity was interpolated from observed gravity values.
 BA0384
 BA0384;                    North         East    Units  Estimated Accuracy
 BA0384;SPC TXSC     - 4,243,170.      307,870.      MT  (+/- 180 meters Scaled)
 BA0384
 BA0384                          SUPERSEDED SURVEY CONTROL
 BA0384
 BA0384.No superseded survey control is available for this station.
 BA0384
 BA0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP867217(NAD 83)
 BA0384_MARKER: DB = BENCH MARK DISK
 BA0384_SETTING: 66 = SET IN ROCK OUTCROP
 BA0384_SP_SET: ROCK OUTCROP
 BA0384_STAMPING: T 1412 1981
 BA0384_MARK LOGO: NGS   
 BA0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0384+STABILITY: POSITION/ELEVATION WELL
 BA0384
 BA0384  HISTORY     - Date     Condition        Report By
 BA0384  HISTORY     - 1981     MONUMENTED       NGS
 BA0384
 BA0384                          STATION DESCRIPTION
 BA0384
 BA0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BA0384'10.5 KM (6.5 MI) SE FROM DRYDEN.
 BA0384'10.5 KM (6.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BA0384'IN DRYDEN, IN A 5 BY 100 FT ROCK LEDGE, 59.1 METERS (193.9 FT)
 BA0384'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE OVER MAGOY CREEK,
 BA0384'35.0 METERS (114.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 3.9
 BA0384'METERS (12.8 FT) WEST OF A FENCE.
 BA0384'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 BA0384'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0449 ***********************************************************************
 AZ0449  DESIGNATION -  T 1414
 AZ0449  PID         -  AZ0449
 AZ0449  STATE/COUNTY-  TX/VAL VERDE
 AZ0449  USGS QUAD   -  DEL RIO NW (1972)
 AZ0449
 AZ0449                         *CURRENT SURVEY CONTROL
 AZ0449  ___________________________________________________________________
 AZ0449* NAD 83(1986)-  29 25 27.     (N)    100 54 25.     (W)     SCALED    
 AZ0449* NAVD 88     -       329.688  (meters)    1081.65   (feet)  ADJUSTED  
 AZ0449  ___________________________________________________________________
 AZ0449  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0449  DYNAMIC HT  -         329.208 (meters)    1080.08  (feet)  COMP
 AZ0449  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0449
 AZ0449  VERT ORDER  -  FIRST     CLASS II
 AZ0449
 AZ0449.The horizontal coordinates were scaled from a topographic map and have
 AZ0449.an estimated accuracy of +/- 6 seconds.
 AZ0449
 AZ0449.The orthometric height was determined by differential leveling
 AZ0449.and adjusted by the National Geodetic Survey in June 1991..
 AZ0449
 AZ0449.The geoid height was determined by GEOID03.
 AZ0449
 AZ0449.The dynamic height is computed by dividing the NAVD 88
 AZ0449.geopotential number by the normal gravity value computed on the
 AZ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0449.degrees latitude (g = 980.6199 gals.).
 AZ0449
 AZ0449.The modeled gravity was interpolated from observed gravity values.
 AZ0449
 AZ0449;                    North         East    Units  Estimated Accuracy
 AZ0449;SPC TXSC     - 4,177,820.      414,990.      MT  (+/- 180 meters Scaled)
 AZ0449
 AZ0449                          SUPERSEDED SURVEY CONTROL
 AZ0449
 AZ0449.No superseded survey control is available for this station.
 AZ0449
 AZ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT150564(NAD 83)
 AZ0449_MARKER: DB = BENCH MARK DISK
 AZ0449_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0449_SP_SET: ROCK OUTCROP
 AZ0449_STAMPING: T 1414 1981
 AZ0449_MARK LOGO: NGS   
 AZ0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0449+STABILITY: POSITION/ELEVATION WELL
 AZ0449
 AZ0449  HISTORY     - Date     Condition        Report By
 AZ0449  HISTORY     - 1981     MONUMENTED       NGS
 AZ0449  HISTORY     - 1981     GOOD             NGS
 AZ0449  HISTORY     - 1982     GOOD             NGS
 AZ0449  HISTORY     - 19990525 GOOD             USPSQD
 AZ0449
 AZ0449                          STATION DESCRIPTION
 AZ0449
 AZ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0449'0.6 KM (0.35 MI) NORTH FROM DEL RIO.
 AZ0449'0.6 KM (0.35 MI) SOUTH ALONG U.S. HIGHWAY 90 FROM ITS
 AZ0449'JUNCTION WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN A 3 BY 7 FT
 AZ0449'EXPOSED AREA OF OUTCROPPING BEDROCK, 52.4 METERS (191.9 FT) SOUTH
 AZ0449'OF THE SOUTHEAST BRICK PILLAR OF A SHELTER AT A ROADSIDE PARK,
 AZ0449'53.5 METERS (175.5 FT) WEST OF A FENCE, 25.8 METERS (84.6 FT) WEST
 AZ0449'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.
 AZ0449'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 AZ0449'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0449
 AZ0449                          STATION RECOVERY (1981)
 AZ0449
 AZ0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0449'RECOVERED IN GOOD CONDITION.
 AZ0449
 AZ0449                          STATION RECOVERY (1982)
 AZ0449
 AZ0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0449'RECOVERED IN GOOD CONDITION.
 AZ0449
 AZ0449                          STATION RECOVERY (1999)
 AZ0449
 AZ0449'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0425 ***********************************************************************
 AZ0425  DESIGNATION -  T 1415
 AZ0425  PID         -  AZ0425
 AZ0425  STATE/COUNTY-  TX/VAL VERDE
 AZ0425  USGS QUAD   -  COMSTOCK (1972)
 AZ0425
 AZ0425                         *CURRENT SURVEY CONTROL
 AZ0425  ___________________________________________________________________
 AZ0425* NAD 83(1986)-  29 39 31.     (N)    101 08 53.     (W)     SCALED    
 AZ0425* NAVD 88     -       450.522  (meters)    1478.09   (feet)  ADJUSTED  
 AZ0425  ___________________________________________________________________
 AZ0425  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0425  DYNAMIC HT  -         449.864 (meters)    1475.93  (feet)  COMP
 AZ0425  MODELED GRAV-     979,169.1   (mgal)                       NAVD 88
 AZ0425
 AZ0425  VERT ORDER  -  FIRST     CLASS II
 AZ0425
 AZ0425.The horizontal coordinates were scaled from a topographic map and have
 AZ0425.an estimated accuracy of +/- 6 seconds.
 AZ0425
 AZ0425.The orthometric height was determined by differential leveling
 AZ0425.and adjusted by the National Geodetic Survey in June 1991..
 AZ0425
 AZ0425.The geoid height was determined by GEOID03.
 AZ0425
 AZ0425.The dynamic height is computed by dividing the NAVD 88
 AZ0425.geopotential number by the normal gravity value computed on the
 AZ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0425.degrees latitude (g = 980.6199 gals.).
 AZ0425
 AZ0425.The modeled gravity was interpolated from observed gravity values.
 AZ0425
 AZ0425;                    North         East    Units  Estimated Accuracy
 AZ0425;SPC TXSC     - 4,204,200.      392,070.      MT  (+/- 180 meters Scaled)
 AZ0425
 AZ0425                          SUPERSEDED SURVEY CONTROL
 AZ0425
 AZ0425.No superseded survey control is available for this station.
 AZ0425
 AZ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT920828(NAD 83)
 AZ0425_MARKER: DB = BENCH MARK DISK
 AZ0425_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0425_SP_SET: ROCK OUTCROP
 AZ0425_STAMPING: T 1415 1981
 AZ0425_MARK LOGO: NGS   
 AZ0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0425+STABILITY: POSITION/ELEVATION WELL
 AZ0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0425+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0425
 AZ0425  HISTORY     - Date     Condition        Report By
 AZ0425  HISTORY     - 1981     MONUMENTED       NGS
 AZ0425  HISTORY     - 19990119 GOOD             USPSQD
 AZ0425  HISTORY     - 20030425 GOOD             USPSQD
 AZ0425
 AZ0425                          STATION DESCRIPTION
 AZ0425
 AZ0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0425'4.2 KM (2.6 MI) SE FROM COMSTOCK.
 AZ0425'4.2 KM (2.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH
 AZ0425'STATE HIGHWAY 163 IN COMSTOCK, IN A 3 BY 3 FT EXPOSED AREA OF
 AZ0425'OUTCROPPING BEDROCK, 44.5 METERS (146.0 FT) EAST-NORTHEAST OF A
 AZ0425'UTILITY POLE, 22.9 METERS (75.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 AZ0425'HIGHWAY AND 4.4 METERS (14.5 FT) SOUTHWEST OF A FENCE.
 AZ0425'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 AZ0425'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 AZ0425
 AZ0425                          STATION RECOVERY (1999)
 AZ0425
 AZ0425'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0425'RECOVERED IN GOOD CONDITION.
 AZ0425
 AZ0425                          STATION RECOVERY (2003)
 AZ0425
 AZ0425'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0402 ***********************************************************************
 AZ0402  DESIGNATION -  T 1416
 AZ0402  PID         -  AZ0402
 AZ0402  STATE/COUNTY-  TX/VAL VERDE
 AZ0402  USGS QUAD   -  LANGTRY (1973)
 AZ0402
 AZ0402                         *CURRENT SURVEY CONTROL
 AZ0402  ___________________________________________________________________
 AZ0402* NAD 83(1986)-  29 48 48.     (N)    101 34 49.     (W)     SCALED    
 AZ0402* NAVD 88     -       417.686  (meters)    1370.36   (feet)  ADJUSTED  
 AZ0402  ___________________________________________________________________
 AZ0402  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AZ0402  DYNAMIC HT  -         417.073 (meters)    1368.35  (feet)  COMP
 AZ0402  MODELED GRAV-     979,162.2   (mgal)                       NAVD 88
 AZ0402
 AZ0402  VERT ORDER  -  FIRST     CLASS II
 AZ0402
 AZ0402.The horizontal coordinates were scaled from a topographic map and have
 AZ0402.an estimated accuracy of +/- 6 seconds.
 AZ0402
 AZ0402.The orthometric height was determined by differential leveling
 AZ0402.and adjusted by the National Geodetic Survey in June 1991..
 AZ0402
 AZ0402.The geoid height was determined by GEOID03.
 AZ0402
 AZ0402.The dynamic height is computed by dividing the NAVD 88
 AZ0402.geopotential number by the normal gravity value computed on the
 AZ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0402.degrees latitude (g = 980.6199 gals.).
 AZ0402
 AZ0402.The modeled gravity was interpolated from observed gravity values.
 AZ0402
 AZ0402;                    North         East    Units  Estimated Accuracy
 AZ0402;SPC TXSC     - 4,222,190.      350,620.      MT  (+/- 180 meters Scaled)
 AZ0402
 AZ0402                          SUPERSEDED SURVEY CONTROL
 AZ0402
 AZ0402.No superseded survey control is available for this station.
 AZ0402
 AZ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU506008(NAD 83)
 AZ0402_MARKER: DB = BENCH MARK DISK
 AZ0402_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0402_SP_SET: ROCK OUTCROP
 AZ0402_STAMPING: T 1416 1981
 AZ0402_MARK LOGO: NGS   
 AZ0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0402+STABILITY: POSITION/ELEVATION WELL
 AZ0402
 AZ0402  HISTORY     - Date     Condition        Report By
 AZ0402  HISTORY     - 1981     MONUMENTED       NGS
 AZ0402  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0402
 AZ0402                          STATION DESCRIPTION
 AZ0402
 AZ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0402'2.4 KM (1.5 MI) NW FROM LANGTRY.
 AZ0402'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0402'OFFICE IN LANGTRY, THENCE 1.1 KM (0.7 MI) NORTHWEST ALONG U.S.
 AZ0402'HIGHWAY 90, IN A 6 BY 12 FT EXPOSED AREA OF BEDROCK AT THE CENTER OF A
 AZ0402'HIGHWAY CUT, 19.0 METERS (62.3 FT) NORTH OF THE CENTERLINE OF THE
 AZ0402'HIGHWAY AND 5.8 METERS (19.0 FT) SOUTH OF THE SOUTH FACE OF THE CUT.
 AZ0402'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 AZ0402'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AZ0402
 AZ0402                          STATION RECOVERY (1999)
 AZ0402
 AZ0402'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0630 ***********************************************************************
 BP0630  DESIGNATION -  T 1417
 BP0630  PID         -  BP0630
 BP0630  STATE/COUNTY-  TX/PECOS
 BP0630  USGS QUAD   -  BIG CANYON RANCH NW (1969)
 BP0630
 BP0630                         *CURRENT SURVEY CONTROL
 BP0630  ___________________________________________________________________
 BP0630* NAD 83(1986)-  30 23 47.     (N)    102 26 19.     (W)     SCALED    
 BP0630* NAVD 88     -       955.586  (meters)    3135.12   (feet)  ADJUSTED  
 BP0630  ___________________________________________________________________
 BP0630  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BP0630  DYNAMIC HT  -         954.102 (meters)    3130.25  (feet)  COMP
 BP0630  MODELED GRAV-     979,056.8   (mgal)                       NAVD 88
 BP0630
 BP0630  VERT ORDER  -  FIRST     CLASS II
 BP0630
 BP0630.The horizontal coordinates were scaled from a topographic map and have
 BP0630.an estimated accuracy of +/- 6 seconds.
 BP0630
 BP0630.The orthometric height was determined by differential leveling
 BP0630.and adjusted by the National Geodetic Survey in June 1991..
 BP0630
 BP0630.The geoid height was determined by GEOID03.
 BP0630
 BP0630.The dynamic height is computed by dividing the NAVD 88
 BP0630.geopotential number by the normal gravity value computed on the
 BP0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0630.degrees latitude (g = 980.6199 gals.).
 BP0630
 BP0630.The modeled gravity was interpolated from observed gravity values.
 BP0630
 BP0630;                    North         East    Units  Estimated Accuracy
 BP0630;SPC TX C     - 3,082,810.      497,710.      MT  (+/- 180 meters Scaled)
 BP0630
 BP0630                          SUPERSEDED SURVEY CONTROL
 BP0630
 BP0630.No superseded survey control is available for this station.
 BP0630
 BP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP460654(NAD 83)
 BP0630_MARKER: I = METAL ROD
 BP0630_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0630+WITH SETTING: INFORMATION.
 BP0630_SP_SET: SHALLOW SET METAL ROD
 BP0630_STAMPING: T 1417 1981
 BP0630_MARK LOGO: NGS   
 BP0630_PROJECTION: FLUSH
 BP0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0630_ROD/PIPE-DEPTH: 2.4  meters
 BP0630
 BP0630  HISTORY     - Date     Condition        Report By
 BP0630  HISTORY     - 1981     MONUMENTED       NGS
 BP0630
 BP0630                          STATION DESCRIPTION
 BP0630
 BP0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0630'30.9 KM (19.2 MI) NORTH FROM SANDERSON.
 BP0630'30.9 KM (19.2 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0630'WITH U.S. HIGHWAY 90 IN SANDERSON AND 18.0 METERS (59.1 FT)
 BP0630'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 BP0630'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0630'THE MARK IS 0.3 METERS  WNW FROM  A FENCE AND WITNESS POST
 BP0630'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0391 ***********************************************************************
 AZ0391  DESIGNATION -  T 1418
 AZ0391  PID         -  AZ0391
 AZ0391  STATE/COUNTY-  TX/VAL VERDE
 AZ0391  USGS QUAD   -  PUMPVILLE (1980)
 AZ0391
 AZ0391                         *CURRENT SURVEY CONTROL
 AZ0391  ___________________________________________________________________
 AZ0391* NAD 83(1986)-  29 53 00.     (N)    101 43 26.     (W)     SCALED    
 AZ0391* NAVD 88     -       561.202  (meters)    1841.21   (feet)  ADJUSTED  
 AZ0391  ___________________________________________________________________
 AZ0391  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AZ0391  DYNAMIC HT  -         560.359 (meters)    1838.44  (feet)  COMP
 AZ0391  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 AZ0391
 AZ0391  VERT ORDER  -  FIRST     CLASS II
 AZ0391
 AZ0391.The horizontal coordinates were scaled from a topographic map and have
 AZ0391.an estimated accuracy of +/- 6 seconds.
 AZ0391
 AZ0391.The orthometric height was determined by differential leveling
 AZ0391.and adjusted by the National Geodetic Survey in June 1991..
 AZ0391
 AZ0391.The geoid height was determined by GEOID03.
 AZ0391
 AZ0391.The dynamic height is computed by dividing the NAVD 88
 AZ0391.geopotential number by the normal gravity value computed on the
 AZ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0391.degrees latitude (g = 980.6199 gals.).
 AZ0391
 AZ0391.The modeled gravity was interpolated from observed gravity values.
 AZ0391
 AZ0391;                    North         East    Units  Estimated Accuracy
 AZ0391;SPC TXSC     - 4,230,260.      336,920.      MT  (+/- 180 meters Scaled)
 AZ0391
 AZ0391                          SUPERSEDED SURVEY CONTROL
 AZ0391
 AZ0391.No superseded survey control is available for this station.
 AZ0391
 AZ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU369089(NAD 83)
 AZ0391_MARKER: DB = BENCH MARK DISK
 AZ0391_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0391_SP_SET: ROCK OUTCROP
 AZ0391_STAMPING: T 1418 1981
 AZ0391_MARK LOGO: NGS   
 AZ0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0391
 AZ0391  HISTORY     - Date     Condition        Report By
 AZ0391  HISTORY     - 1981     MONUMENTED       NGS
 AZ0391  HISTORY     - 19990120 GOOD             USPSQD
 AZ0391
 AZ0391                          STATION DESCRIPTION
 AZ0391
 AZ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0391'20.2 KM (12.55 MI) NW FROM LANGTRY.
 AZ0391'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0391'OFFICE IN LANGTRY, THENCE 18.9 KM (11.75 MI) WESTERLY ALONG U.S.
 AZ0391'HIGHWAY 90, 0.3 KM (0.2 MI) SOUTHEAST OF A REST AREA, IN A 6 BY 12 FT
 AZ0391'EXPOSED AREA OF OUTCROPPING BEDROCK, 16.5 METERS (54.1 FT) SOUTHWEST
 AZ0391'OF THE CENTERLINE OF THE HIGHWAY AND 14.3 METERS (46.9 FT) NORTHEAST
 AZ0391'OF A FENCE.
 AZ0391'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AZ0391'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0391
 AZ0391                          STATION RECOVERY (1999)
 AZ0391
 AZ0391'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0755 ***********************************************************************
 BP0755  DESIGNATION -  T 1419
 BP0755  PID         -  BP0755
 BP0755  STATE/COUNTY-  TX/BREWSTER
 BP0755  USGS QUAD   -  TESNUS NE (1968)
 BP0755
 BP0755                         *CURRENT SURVEY CONTROL
 BP0755  ___________________________________________________________________
 BP0755* NAD 83(1986)-  30 10 36.     (N)    102 46 19.     (W)     SCALED    
 BP0755* NAVD 88     -      1154.090  (meters)    3786.38   (feet)  ADJUSTED  
 BP0755  ___________________________________________________________________
 BP0755  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 BP0755  DYNAMIC HT  -        1152.229 (meters)    3780.27  (feet)  COMP
 BP0755  MODELED GRAV-     978,989.8   (mgal)                       NAVD 88
 BP0755
 BP0755  VERT ORDER  -  FIRST     CLASS II
 BP0755
 BP0755.The horizontal coordinates were scaled from a topographic map and have
 BP0755.an estimated accuracy of +/- 6 seconds.
 BP0755
 BP0755.The orthometric height was determined by differential leveling
 BP0755.and adjusted by the National Geodetic Survey in June 1991..
 BP0755
 BP0755.The geoid height was determined by GEOID03.
 BP0755
 BP0755.The dynamic height is computed by dividing the NAVD 88
 BP0755.geopotential number by the normal gravity value computed on the
 BP0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0755.degrees latitude (g = 980.6199 gals.).
 BP0755
 BP0755.The modeled gravity was interpolated from observed gravity values.
 BP0755
 BP0755;                    North         East    Units  Estimated Accuracy
 BP0755;SPC TXSC     - 4,265,570.      236,780.      MT  (+/- 180 meters Scaled)
 BP0755
 BP0755                          SUPERSEDED SURVEY CONTROL
 BP0755
 BP0755.No superseded survey control is available for this station.
 BP0755
 BP0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP145404(NAD 83)
 BP0755_MARKER: I = METAL ROD
 BP0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0755_SP_SET: STAINLESS STEEL ROD
 BP0755_STAMPING: T 1419 1981
 BP0755_MARK LOGO: NGS   
 BP0755_PROJECTION: FLUSH
 BP0755_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BP0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0755_ROD/PIPE-DEPTH: 10.7 meters
 BP0755
 BP0755  HISTORY     - Date     Condition        Report By
 BP0755  HISTORY     - 1981     MONUMENTED       NGS
 BP0755  HISTORY     - 19990629 GOOD             NGS
 BP0755  HISTORY     - 20010331 GOOD             NGS
 BP0755
 BP0755                          STATION DESCRIPTION
 BP0755
 BP0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0755'39.7 KM (24.65 MI) WEST FROM SANDERSON.
 BP0755'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0755'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 39.5 KM (24.55 MI)
 BP0755'WESTERLY ALONG U.S. HIGHWAY 90, 0.5 KM (0.3 MI) WEST OF A BRIDGE OVER
 BP0755'DRY CREEK, AT A FIELD ENTRANCE, 20.3 METERS (66.6 FT) SOUTH-SOUTHWEST
 BP0755'OF THE CENTERLINE OF THE HIGHWAY AND 5.1 METERS (16.7 FT)
 BP0755'EAST-SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE
 BP0755'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0755'THE MARK IS 0.3 METERS  NNE FROM  A FENCE AND WITNESS POST
 BP0755'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BP0755
 BP0755                          STATION RECOVERY (1999)
 BP0755
 BP0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 BP0755'RECOVERED AS DESCRIBED.
 BP0755
 BP0755                          STATION RECOVERY (2001)
 BP0755
 BP0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0755'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0075 ***********************************************************************
 DQ0075  DESIGNATION -  T 142
 DQ0075  PID         -  DQ0075
 DQ0075  STATE/COUNTY-  TX/TERRY
 DQ0075  USGS QUAD   -  MEADOW (1985)
 DQ0075
 DQ0075                         *CURRENT SURVEY CONTROL
 DQ0075  ___________________________________________________________________
 DQ0075* NAD 83(1986)-  33 15 00.     (N)    102 14 57.     (W)     SCALED    
 DQ0075* NAVD 88     -      1012.557  (meters)    3322.03   (feet)  ADJUSTED  
 DQ0075  ___________________________________________________________________
 DQ0075  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 DQ0075  DYNAMIC HT  -        1011.214 (meters)    3317.62  (feet)  COMP
 DQ0075  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 DQ0075
 DQ0075  VERT ORDER  -  FIRST     CLASS II
 DQ0075
 DQ0075.The horizontal coordinates were scaled from a topographic map and have
 DQ0075.an estimated accuracy of +/- 6 seconds.
 DQ0075
 DQ0075.The orthometric height was determined by differential leveling
 DQ0075.and adjusted by the National Geodetic Survey in June 1991..
 DQ0075
 DQ0075.The geoid height was determined by GEOID03.
 DQ0075
 DQ0075.The dynamic height is computed by dividing the NAVD 88
 DQ0075.geopotential number by the normal gravity value computed on the
 DQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0075.degrees latitude (g = 980.6199 gals.).
 DQ0075
 DQ0075.The modeled gravity was interpolated from observed gravity values.
 DQ0075
 DQ0075;                    North         East    Units  Estimated Accuracy
 DQ0075;SPC TXNC     - 2,181,810.      250,740.      MT  (+/- 180 meters Scaled)
 DQ0075
 DQ0075                          SUPERSEDED SURVEY CONTROL
 DQ0075
 DQ0075  NGVD 29 (??/??/92) 1012.194  (m)         3320.84   (f) ADJ UNCH    1 2
 DQ0075
 DQ0075.Superseded values are not recommended for survey control.
 DQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0075.See file dsdata.txt to determine how the superseded data were derived.
 DQ0075
 DQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS562823(NAD 83)
 DQ0075_MARKER: DB = BENCH MARK DISK
 DQ0075_SETTING: 0 = UNSPECIFIED SETTING
 DQ0075_STAMPING: T 142 1934
 DQ0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0075
 DQ0075  HISTORY     - Date     Condition        Report By
 DQ0075  HISTORY     - 1934     MONUMENTED       CGS
 DQ0075  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0075
 DQ0075                          STATION DESCRIPTION
 DQ0075
 DQ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0075'5.2 MI N FROM BROWNFIELD.
 DQ0075'5.2 MI. NORTH ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0075'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0075'RAILROAD, 0.9 MILE SOUTH OF THE RAILROAD SIGNBOARD CHALLIS, 0.5 MILE
 DQ0075'SOUTH OF MILE POLE 34, 47 FEET EAST OF THE TRACK, 1 FOOT WEST OF RIGHT
 DQ0075'OF WAY FENCE.
 DQ0075
 DQ0075                          STATION RECOVERY (1963)
 DQ0075
 DQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1284 ***********************************************************************
 AE1284  DESIGNATION -  T 1420
 AE1284  PID         -  AE1284
 AE1284  STATE/COUNTY-  TX/STARR
 AE1284  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1284
 AE1284                         *CURRENT SURVEY CONTROL
 AE1284  ___________________________________________________________________
 AE1284* NAD 83(1986)-  26 23 51.     (N)    098 55 33.     (W)     SCALED    
 AE1284* NAVD 88     -        54.792  (meters)     179.76   (feet)  ADJUSTED  
 AE1284  ___________________________________________________________________
 AE1284  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AE1284  DYNAMIC HT  -          54.702 (meters)     179.47  (feet)  COMP
 AE1284  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 AE1284
 AE1284  VERT ORDER  -  FIRST     CLASS II
 AE1284
 AE1284.The horizontal coordinates were scaled from a topographic map and have
 AE1284.an estimated accuracy of +/- 6 seconds.
 AE1284
 AE1284.The orthometric height was determined by differential leveling
 AE1284.and adjusted by the National Geodetic Survey in June 1991..
 AE1284
 AE1284.The geoid height was determined by GEOID03.
 AE1284
 AE1284.The dynamic height is computed by dividing the NAVD 88
 AE1284.geopotential number by the normal gravity value computed on the
 AE1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1284.degrees latitude (g = 980.6199 gals.).
 AE1284
 AE1284.The modeled gravity was interpolated from observed gravity values.
 AE1284
 AE1284;                    North         East    Units  Estimated Accuracy
 AE1284;SPC TX S     - 5,081,040.      257,510.      MT  (+/- 180 meters Scaled)
 AE1284
 AE1284                          SUPERSEDED SURVEY CONTROL
 AE1284
 AE1284.No superseded survey control is available for this station.
 AE1284
 AE1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ073197(NAD 83)
 AE1284_MARKER: I = METAL ROD
 AE1284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1284_SP_SET: STAINLESS STEEL ROD
 AE1284_STAMPING: T 1420 1981
 AE1284_MARK LOGO: NGS   
 AE1284_PROJECTION: FLUSH
 AE1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1284_ROD/PIPE-DEPTH: 9.8  meters
 AE1284
 AE1284  HISTORY     - Date     Condition        Report By
 AE1284  HISTORY     - 1981     MONUMENTED       NGS
 AE1284
 AE1284                          STATION DESCRIPTION
 AE1284
 AE1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1284'12.3 KM (7.6 MI) WNW FROM RIO GRANDE CITY.
 AE1284'12.3 KM (7.6 MI) WEST NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE
 AE1284'JUNCTION OF STATE ROUTE 755 NORTH IN RIO GRANDE CITY, ALSO 11.1 KM
 AE1284'(6.9 MI) EASTELY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN ROMA,
 AE1284'AT THE SOUTHEAST ENTRANCE TO THE LALOMA-RIO RECREATION VEHICLE PARK,
 AE1284'AT THE PARK ENTRANCE SIGN, 14.6 METERS (48.0 FT) NORTHEAST OF CENTER
 AE1284'OF NORTHWESTBOUND LANE OF HIGHWAY, 0.6 METER (2.0 FT) WEST SOUTHWEST
 AE1284'OF MOST SOUTHWEST LEG OF RECREATION VEHICLE PARK SIGN, 5.7 METERS
 AE1284'(18.6 FT) NORTH OF THE NORTHWEST END OF A 61-CM (24-INCH) ROUND
 AE1284'CONCRETE PIPE CULVERT, 9.8 METERS (32.0 FT) WEST NORTHWEST OF CENTER
 AE1284'OF THE MOST SOUTHEAST ENTRANCE DRIVE TO RECREATION VEHICLE PARK, AND
 AE1284'4.6 METERS (15.0 FT) SOUTH OF A 5-CM (2 INCH) PALM TREE.
 AE1284'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AE1284'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1232 ***********************************************************************
 AE1232  DESIGNATION -  T 1421
 AE1232  PID         -  AE1232
 AE1232  STATE/COUNTY-  TX/HIDALGO
 AE1232  USGS QUAD   -  LAS MILPAS (1983)
 AE1232
 AE1232                         *CURRENT SURVEY CONTROL
 AE1232  ___________________________________________________________________
 AE1232* NAD 83(1986)-  26 06 07.     (N)    098 14 37.     (W)     SCALED    
 AE1232* NAVD 88     -        30.380  (meters)      99.67   (feet)  ADJUSTED  
 AE1232  ___________________________________________________________________
 AE1232  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE1232  DYNAMIC HT  -          30.329 (meters)      99.50  (feet)  COMP
 AE1232  MODELED GRAV-     978,976.6   (mgal)                       NAVD 88
 AE1232
 AE1232  VERT ORDER  -  FIRST     CLASS II
 AE1232
 AE1232.The horizontal coordinates were scaled from a topographic map and have
 AE1232.an estimated accuracy of +/- 6 seconds.
 AE1232
 AE1232.The orthometric height was determined by differential leveling
 AE1232.and adjusted by the National Geodetic Survey in June 1991..
 AE1232
 AE1232.The geoid height was determined by GEOID03.
 AE1232
 AE1232.The dynamic height is computed by dividing the NAVD 88
 AE1232.geopotential number by the normal gravity value computed on the
 AE1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1232.degrees latitude (g = 980.6199 gals.).
 AE1232
 AE1232.The modeled gravity was interpolated from observed gravity values.
 AE1232
 AE1232;                    North         East    Units  Estimated Accuracy
 AE1232;SPC TX S     - 5,048,250.      325,650.      MT  (+/- 180 meters Scaled)
 AE1232
 AE1232                          SUPERSEDED SURVEY CONTROL
 AE1232
 AE1232.No superseded survey control is available for this station.
 AE1232
 AE1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP756871(NAD 83)
 AE1232_MARKER: I = METAL ROD
 AE1232_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1232_SP_SET: STAINLESS STEEL ROD
 AE1232_STAMPING: T 1421 1981
 AE1232_MARK LOGO: NGS   
 AE1232_PROJECTION: RECESSED 2 CENTIMETERS
 AE1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1232_ROD/PIPE-DEPTH: 9.75 meters
 AE1232
 AE1232  HISTORY     - Date     Condition        Report By
 AE1232  HISTORY     - 1981     MONUMENTED       NGS
 AE1232
 AE1232                          STATION DESCRIPTION
 AE1232
 AE1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1232'1.9 KM (1.15 MI) EAST FROM HIDALGO.
 AE1232'1.9 KM (1.15 MI) EAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF FARM
 AE1232'ROAD 1926 (SPUR 115) AT HIDALGO, ALSO 1.9 KM (1.15 MI) EAST ALONG
 AE1232'TEXANO DRIVE FROM THE JUNCTION OF BRIDGE STREET AT HIDALGO, AT THE
 AE1232'JUNCTION OF TEXANO DRIVE AND U.S. HIGHWAY 281 EAST, 21.0 METERS
 AE1232'(69.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AE1232'HIGHWAY, 34.3 METERS (112.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 AE1232'ROAD, 23.2 METERS (76.0 FT) SOUTHEAST OF THE CENTER OF A PRIVATE
 AE1232'DRIVE TO THE HIDALGO BUILDING AND LUMBER COMPANY, 1.2 METERS (4.0 FT)
 AE1232'NORTH OF A CHAIN LINK CORNER FENCE POST, 1.3 METERS (4.2 FT) NORTHWEST
 AE1232'OF A ONE METER HIGH WOODEN POLE, 0.79 METERS (2.6 FT) NORTHWEST OF A
 AE1232'POWERLINE POLE, 0.79 METERS (2.6 FT) NORTHEAST OF A CHAIN LINK FENCE.
 AE1232'THE MARK IS 0.79 METERS  NE FROM A WITNESS POST.
 AE1232'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1108 ***********************************************************************
 AJ1108  DESIGNATION -  T 1422
 AJ1108  PID         -  AJ1108
 AJ1108  STATE/COUNTY-  TX/WEBB
 AJ1108  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ1108
 AJ1108                         *CURRENT SURVEY CONTROL
 AJ1108  ___________________________________________________________________
 AJ1108* NAD 83(1986)-  27 45 29.     (N)    099 26 18.     (W)     SCALED    
 AJ1108* NAVD 88     -       214.227  (meters)     702.84   (feet)  ADJUSTED  
 AJ1108  ___________________________________________________________________
 AJ1108  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ1108  DYNAMIC HT  -         213.891 (meters)     701.74  (feet)  COMP
 AJ1108  MODELED GRAV-     979,073.0   (mgal)                       NAVD 88
 AJ1108
 AJ1108  VERT ORDER  -  FIRST     CLASS II
 AJ1108
 AJ1108.The horizontal coordinates were scaled from a topographic map and have
 AJ1108.an estimated accuracy of +/- 6 seconds.
 AJ1108
 AJ1108.The orthometric height was determined by differential leveling
 AJ1108.and adjusted by the National Geodetic Survey in June 1991..
 AJ1108
 AJ1108.The geoid height was determined by GEOID03.
 AJ1108
 AJ1108.The dynamic height is computed by dividing the NAVD 88
 AJ1108.geopotential number by the normal gravity value computed on the
 AJ1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1108.degrees latitude (g = 980.6199 gals.).
 AJ1108
 AJ1108.The modeled gravity was interpolated from observed gravity values.
 AJ1108
 AJ1108;                    North         East    Units  Estimated Accuracy
 AJ1108;SPC TX S     - 5,232,060.      207,500.      MT  (+/- 180 meters Scaled)
 AJ1108
 AJ1108                          SUPERSEDED SURVEY CONTROL
 AJ1108
 AJ1108.No superseded survey control is available for this station.
 AJ1108
 AJ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR568704(NAD 83)
 AJ1108_MARKER: DB = BENCH MARK DISK
 AJ1108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1108_SP_SET: OVERPASS BRIDGE PIER
 AJ1108_STAMPING: T 1422 1982
 AJ1108_MARK LOGO: NGS   
 AJ1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1108+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1108
 AJ1108  HISTORY     - Date     Condition        Report By
 AJ1108  HISTORY     - 1982     MONUMENTED       NGS
 AJ1108  HISTORY     - 20020409 GOOD             USPSQD
 AJ1108
 AJ1108                          STATION DESCRIPTION
 AJ1108
 AJ1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1108'IN WEBB.
 AJ1108'AT THE JUNCTION OF INTERSTATE 35 AND U.S. HIGHWAY 83 AT WEBB, SET
 AJ1108'VERTICALLY IN THE EAST FACE OF THE NORTHEAST CONCRETE PIER OF
 AJ1108'INTERSTATE 35 NORTHBOUND OVERPASS BRIDGE, 6.3 METERS (20.7 FT) NORTH
 AJ1108'OF CENTERLINE OF THE HIGHWAY, 5.5 METERS (18.0 FT) BELOW I 35 HIGHWAY
 AJ1108'SURFACE, NOTE, A 24 INCH CONCRETE PIER DRILLED TO (30.0 FT) WITH A 4
 AJ1108'FOOT BELL.  PIER DRILLED INTO HARD CLAY.
 AJ1108'THE MARK IS 1.2 M ABOVE GROUND.
 AJ1108
 AJ1108                          STATION RECOVERY (2002)
 AJ1108
 AJ1108'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0640 ***********************************************************************
 CC0640  DESIGNATION -  T 1426
 CC0640  PID         -  CC0640
 CC0640  STATE/COUNTY-  TX/PECOS
 CC0640  USGS QUAD   -  GIRVIN (1972)
 CC0640
 CC0640                         *CURRENT SURVEY CONTROL
 CC0640  ___________________________________________________________________
 CC0640* NAD 83(1986)-  31 00 43.     (N)    102 28 59.     (W)     SCALED    
 CC0640* NAVD 88     -       749.088  (meters)    2457.63   (feet)  ADJUSTED  
 CC0640  ___________________________________________________________________
 CC0640  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CC0640  DYNAMIC HT  -         748.021 (meters)    2454.13  (feet)  COMP
 CC0640  MODELED GRAV-     979,192.1   (mgal)                       NAVD 88
 CC0640
 CC0640  VERT ORDER  -  FIRST     CLASS II
 CC0640
 CC0640.The horizontal coordinates were scaled from a topographic map and have
 CC0640.an estimated accuracy of +/- 6 seconds.
 CC0640
 CC0640.The orthometric height was determined by differential leveling
 CC0640.and adjusted by the National Geodetic Survey in June 1991..
 CC0640
 CC0640.The geoid height was determined by GEOID03.
 CC0640
 CC0640.The dynamic height is computed by dividing the NAVD 88
 CC0640.geopotential number by the normal gravity value computed on the
 CC0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0640.degrees latitude (g = 980.6199 gals.).
 CC0640
 CC0640.The modeled gravity was interpolated from observed gravity values.
 CC0640
 CC0640;                    North         East    Units  Estimated Accuracy
 CC0640;SPC TX C     - 3,151,110.      494,760.      MT  (+/- 180 meters Scaled)
 CC0640
 CC0640                          SUPERSEDED SURVEY CONTROL
 CC0640
 CC0640.No superseded survey control is available for this station.
 CC0640
 CC0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ402336(NAD 83)
 CC0640_MARKER: I = METAL ROD
 CC0640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0640_SP_SET: STAINLESS STEEL ROD
 CC0640_STAMPING: T 1426 1981
 CC0640_MARK LOGO: NGS   
 CC0640_PROJECTION: FLUSH
 CC0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0640_ROD/PIPE-DEPTH: 4.9  meters
 CC0640
 CC0640  HISTORY     - Date     Condition        Report By
 CC0640  HISTORY     - 1981     MONUMENTED       NGS
 CC0640
 CC0640                          STATION DESCRIPTION
 CC0640
 CC0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0640'10.7 KM (6.65 MI) SW FROM GIRVIN.
 CC0640'10.7 KM (6.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 AND 385 FROM ITS
 CC0640'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, 1.0 KM (0.6 MI) NORTHEAST OF
 CC0640'A PAVED ROAD LEADING NORTH AND 22.9 METERS (75.0 FT) NORTHWEST OF THE
 CC0640'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CC0640'A 5-INCH LOGO CAP.
 CC0640'THE MARK IS 0.4 METERS  SE FROM  A FENCE AND WITNESS POST
 CC0640'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0670 ***********************************************************************
 CC0670  DESIGNATION -  T 1427
 CC0670  PID         -  CC0670
 CC0670  STATE/COUNTY-  TX/UPTON
 CC0670  USGS QUAD   -  SQUARE TOP MOUNTAIN (1972)
 CC0670
 CC0670                         *CURRENT SURVEY CONTROL
 CC0670  ___________________________________________________________________
 CC0670* NAD 83(1986)-  31 09 18.     (N)    102 03 45.     (W)     SCALED    
 CC0670* NAVD 88     -       751.470  (meters)    2465.45   (feet)  ADJUSTED  
 CC0670  ___________________________________________________________________
 CC0670  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CC0670  DYNAMIC HT  -         750.387 (meters)    2461.89  (feet)  COMP
 CC0670  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 CC0670
 CC0670  VERT ORDER  -  FIRST     CLASS II
 CC0670
 CC0670.The horizontal coordinates were scaled from a topographic map and have
 CC0670.an estimated accuracy of +/- 6 seconds.
 CC0670
 CC0670.The orthometric height was determined by differential leveling
 CC0670.and adjusted by the National Geodetic Survey in June 1991..
 CC0670
 CC0670.The geoid height was determined by GEOID03.
 CC0670
 CC0670.The dynamic height is computed by dividing the NAVD 88
 CC0670.geopotential number by the normal gravity value computed on the
 CC0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0670.degrees latitude (g = 980.6199 gals.).
 CC0670
 CC0670.The modeled gravity was interpolated from observed gravity values.
 CC0670
 CC0670;                    North         East    Units  Estimated Accuracy
 CC0670;SPC TX C     - 3,166,270.      535,150.      MT  (+/- 180 meters Scaled)
 CC0670
 CC0670                          SUPERSEDED SURVEY CONTROL
 CC0670
 CC0670.No superseded survey control is available for this station.
 CC0670
 CC0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ800504(NAD 83)
 CC0670_MARKER: I = METAL ROD
 CC0670_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0670+WITH SETTING: INFORMATION.
 CC0670_SP_SET: SHALLOW SET METAL ROD
 CC0670_STAMPING: T 1427 1981
 CC0670_MARK LOGO: NGS   
 CC0670_PROJECTION: FLUSH
 CC0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0670_ROD/PIPE-DEPTH: 2.1  meters
 CC0670
 CC0670  HISTORY     - Date     Condition        Report By
 CC0670  HISTORY     - 1981     MONUMENTED       NGS
 CC0670
 CC0670                          STATION DESCRIPTION
 CC0670
 CC0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0670'13.9 KM (8.65 MI) SW FROM RANKIN.
 CC0670'13.9 KM (8.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CC0670'WITH STATE HIGHWAY 349 IN RANKIN, 0.4 KM (0.25 MI) NORTHEAST OF A SIDE
 CC0670'ROAD LEADING SOUTHEAST AND 22.6 METERS (74.1 FT) NORTH-NORTHWEST OF
 CC0670'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 CC0670'THROUGH A 5-INCH LOGO CAP.
 CC0670'THE MARK IS 0.4 METERS  SSE FROM  A FENCE AND WITNESS POST
 CC0670'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0688 ***********************************************************************
 CB0688  DESIGNATION -  T 1428
 CB0688  PID         -  CB0688
 CB0688  STATE/COUNTY-  TX/REAGAN
 CB0688  USGS QUAD   -  BEST (1970)
 CB0688
 CB0688                         *CURRENT SURVEY CONTROL
 CB0688  ___________________________________________________________________
 CB0688* NAD 83(1986)-  31 12 21.     (N)    101 32 01.     (W)     SCALED    
 CB0688* NAVD 88     -       824.110  (meters)    2703.77   (feet)  ADJUSTED  
 CB0688  ___________________________________________________________________
 CB0688  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0688  DYNAMIC HT  -         822.907 (meters)    2699.82  (feet)  COMP
 CB0688  MODELED GRAV-     979,153.8   (mgal)                       NAVD 88
 CB0688
 CB0688  VERT ORDER  -  FIRST     CLASS II
 CB0688
 CB0688.The horizontal coordinates were scaled from a topographic map and have
 CB0688.an estimated accuracy of +/- 6 seconds.
 CB0688
 CB0688.The orthometric height was determined by differential leveling
 CB0688.and adjusted by the National Geodetic Survey in June 1991..
 CB0688
 CB0688.The geoid height was determined by GEOID03.
 CB0688
 CB0688.The dynamic height is computed by dividing the NAVD 88
 CB0688.geopotential number by the normal gravity value computed on the
 CB0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0688.degrees latitude (g = 980.6199 gals.).
 CB0688
 CB0688.The modeled gravity was interpolated from observed gravity values.
 CB0688
 CB0688;                    North         East    Units  Estimated Accuracy
 CB0688;SPC TX C     - 3,171,240.      585,630.      MT  (+/- 180 meters Scaled)
 CB0688
 CB0688                          SUPERSEDED SURVEY CONTROL
 CB0688
 CB0688.No superseded survey control is available for this station.
 CB0688
 CB0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV586551(NAD 83)
 CB0688_MARKER: I = METAL ROD
 CB0688_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0688+WITH SETTING: INFORMATION.
 CB0688_SP_SET: SHALLOW SET METAL ROD
 CB0688_STAMPING: T 1428 1981
 CB0688_MARK LOGO: NGS   
 CB0688_PROJECTION: FLUSH
 CB0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0688_ROD/PIPE-DEPTH: 1.8  meters
 CB0688
 CB0688  HISTORY     - Date     Condition        Report By
 CB0688  HISTORY     - 1981     MONUMENTED       NGS
 CB0688
 CB0688                          STATION DESCRIPTION
 CB0688
 CB0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0688'6.5 KM (4.05 MI) WEST FROM BIG LAKE.
 CB0688'6.5 KM (4.05 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0688'STATE HIGHWAY 137 IN BIG LAKE, 39.6 METERS (129.9 FT) NORTHEAST OF THE
 CB0688'CENTER OF FARM ROAD 1676, 27.4 METERS (89.9 FT) NORTH-NORTHEAST OF THE
 CB0688'CENTERLINE OF THE HIGHWAY AND 11.6 METERS (38.1 FT) EAST-SOUTHEAST OF
 CB0688'THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS
 CB0688'THROUGH A 5-INCH LOGO CAP.
 CB0688'THE MARK IS 0.4 METERS  SSW FROM  A FENCE AND WITNESS POST
 CB0688'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0744 ***********************************************************************
 CA0744  DESIGNATION -  T 1429
 CA0744  PID         -  CA0744
 CA0744  STATE/COUNTY-  TX/CONCHO
 CA0744  USGS QUAD   -  PASCHE (1970)
 CA0744
 CA0744                         *CURRENT SURVEY CONTROL
 CA0744  ___________________________________________________________________
 CA0744* NAD 83(1986)-  31 13 56.     (N)    099 40 23.     (W)     SCALED    
 CA0744* NAVD 88     -       580.858  (meters)    1905.70   (feet)  ADJUSTED  
 CA0744  ___________________________________________________________________
 CA0744  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CA0744  DYNAMIC HT  -         580.061 (meters)    1903.08  (feet)  COMP
 CA0744  MODELED GRAV-     979,249.8   (mgal)                       NAVD 88
 CA0744
 CA0744  VERT ORDER  -  FIRST     CLASS II
 CA0744
 CA0744.The horizontal coordinates were scaled from a topographic map and have
 CA0744.an estimated accuracy of +/- 6 seconds.
 CA0744
 CA0744.The orthometric height was determined by differential leveling
 CA0744.and adjusted by the National Geodetic Survey in June 1991..
 CA0744
 CA0744.The geoid height was determined by GEOID03.
 CA0744
 CA0744.The dynamic height is computed by dividing the NAVD 88
 CA0744.geopotential number by the normal gravity value computed on the
 CA0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0744.degrees latitude (g = 980.6199 gals.).
 CA0744
 CA0744.The modeled gravity was interpolated from observed gravity values.
 CA0744
 CA0744;                    North         East    Units  Estimated Accuracy
 CA0744;SPC TX C     - 3,173,740.      762,900.      MT  (+/- 180 meters Scaled)
 CA0744
 CA0744                          SUPERSEDED SURVEY CONTROL
 CA0744
 CA0744.No superseded survey control is available for this station.
 CA0744
 CA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV359555(NAD 83)
 CA0744_MARKER: I = METAL ROD
 CA0744_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0744_SP_SET: STAINLESS STEEL ROD
 CA0744_STAMPING: T 1429 1981
 CA0744_MARK LOGO: NGS   
 CA0744_PROJECTION: FLUSH
 CA0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0744_ROD/PIPE-DEPTH: 3.7  meters
 CA0744
 CA0744  HISTORY     - Date     Condition        Report By
 CA0744  HISTORY     - 1981     MONUMENTED       NGS
 CA0744  HISTORY     - 19990219 GOOD             USPSQD
 CA0744  HISTORY     - 19991231 GOOD             USPSQD
 CA0744
 CA0744                          STATION DESCRIPTION
 CA0744
 CA0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0744'16.8 KM (10.45 MI) EAST FROM EDEN.
 CA0744'16.8 KM (10.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CA0744'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 60.0 METERS (196.8 FT)
 CA0744'WEST-NORTHWEST OF THE NORTHWEST END OF A MULTI-BOX CULVERT, 14.3
 CA0744'METERS (46.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.5 METER
 CA0744'(1.6 FT) SOUTH OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CA0744'A 5-INCH LOGO CAP.
 CA0744'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CA0744'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0744
 CA0744                          STATION RECOVERY (1999)
 CA0744
 CA0744'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0744'RECOVERED IN GOOD CONDITION.
 CA0744
 CA0744                          STATION RECOVERY (1999)
 CA0744
 CA0744'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0790 ***********************************************************************
 CB0790  DESIGNATION -  T 1430
 CB0790  PID         -  CB0790
 CB0790  STATE/COUNTY-  TX/CONCHO
 CB0790  USGS QUAD   -  VICK (1984)
 CB0790
 CB0790                         *CURRENT SURVEY CONTROL
 CB0790  ___________________________________________________________________
 CB0790* NAD 83(1986)-  31 17 31.     (N)    100 02 40.     (W)     SCALED    
 CB0790* NAVD 88     -       582.221  (meters)    1910.17   (feet)  ADJUSTED  
 CB0790  ___________________________________________________________________
 CB0790  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CB0790  DYNAMIC HT  -         581.421 (meters)    1907.55  (feet)  COMP
 CB0790  MODELED GRAV-     979,249.3   (mgal)                       NAVD 88
 CB0790
 CB0790  VERT ORDER  -  FIRST     CLASS II
 CB0790
 CB0790.The horizontal coordinates were scaled from a topographic map and have
 CB0790.an estimated accuracy of +/- 6 seconds.
 CB0790
 CB0790.The orthometric height was determined by differential leveling
 CB0790.and adjusted by the National Geodetic Survey in June 1991..
 CB0790
 CB0790.The geoid height was determined by GEOID03.
 CB0790
 CB0790.The dynamic height is computed by dividing the NAVD 88
 CB0790.geopotential number by the normal gravity value computed on the
 CB0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0790.degrees latitude (g = 980.6199 gals.).
 CB0790
 CB0790.The modeled gravity was interpolated from observed gravity values.
 CB0790
 CB0790;                    North         East    Units  Estimated Accuracy
 CB0790;SPC TX C     - 3,180,210.      727,500.      MT  (+/- 180 meters Scaled)
 CB0790
 CB0790                          SUPERSEDED SURVEY CONTROL
 CB0790
 CB0790.No superseded survey control is available for this station.
 CB0790
 CB0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV005624(NAD 83)
 CB0790_MARKER: I = METAL ROD
 CB0790_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0790_SP_SET: STAINLESS STEEL ROD
 CB0790_STAMPING: T 1430 1981
 CB0790_MARK LOGO: NGS   
 CB0790_PROJECTION: FLUSH
 CB0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0790_ROD/PIPE-DEPTH: 3.7  meters
 CB0790
 CB0790  HISTORY     - Date     Condition        Report By
 CB0790  HISTORY     - 1981     MONUMENTED       NGS
 CB0790  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CB0790
 CB0790                          STATION DESCRIPTION
 CB0790
 CB0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0790'23.1 KM (14.3 MI) NW FROM EDEN.
 CB0790'23.1 KM (14.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CB0790'JUNCTION WITH U. S. HIGHWAY 83 IN EDEN, 15.5 METERS (50.9 FT)
 CB0790'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.3 METER (1.0 FT)
 CB0790'SOUTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CB0790'5-INCH LOGO CAP.
 CB0790'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CB0790'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 CB0790
 CB0790                          STATION RECOVERY (1999)
 CB0790
 CB0790'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0763 ***********************************************************************
 CB0763  DESIGNATION -  T 1431
 CB0763  PID         -  CB0763
 CB0763  STATE/COUNTY-  TX/TOM GREEN
 CB0763  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0763
 CB0763                         *CURRENT SURVEY CONTROL
 CB0763  ___________________________________________________________________
 CB0763* NAD 83(1986)-  31 26 00.     (N)    100 27 01.     (W)     SCALED    
 CB0763* NAVD 88     -       569.191  (meters)    1867.42   (feet)  ADJUSTED  
 CB0763  ___________________________________________________________________
 CB0763  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CB0763  DYNAMIC HT  -         568.412 (meters)    1864.87  (feet)  COMP
 CB0763  MODELED GRAV-     979,253.4   (mgal)                       NAVD 88
 CB0763
 CB0763  VERT ORDER  -  FIRST     CLASS II
 CB0763
 CB0763.The horizontal coordinates were scaled from a topographic map and have
 CB0763.an estimated accuracy of +/- 6 seconds.
 CB0763
 CB0763.The orthometric height was determined by differential leveling
 CB0763.and adjusted by the National Geodetic Survey in June 1991..
 CB0763
 CB0763.The geoid height was determined by GEOID03.
 CB0763
 CB0763.The dynamic height is computed by dividing the NAVD 88
 CB0763.geopotential number by the normal gravity value computed on the
 CB0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0763.degrees latitude (g = 980.6199 gals.).
 CB0763
 CB0763.The modeled gravity was interpolated from observed gravity values.
 CB0763
 CB0763;                    North         East    Units  Estimated Accuracy
 CB0763;SPC TX C     - 3,195,850.      688,880.      MT  (+/- 180 meters Scaled)
 CB0763
 CB0763                          SUPERSEDED SURVEY CONTROL
 CB0763
 CB0763.No superseded survey control is available for this station.
 CB0763
 CB0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV621785(NAD 83)
 CB0763_MARKER: I = METAL ROD
 CB0763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0763+WITH SETTING: INFORMATION.
 CB0763_SP_SET: SHALLOW SET METAL ROD
 CB0763_STAMPING: T 1431 1981
 CB0763_MARK LOGO: NGS   
 CB0763_PROJECTION: FLUSH
 CB0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0763_ROD/PIPE-DEPTH: 0.9  meters
 CB0763
 CB0763  HISTORY     - Date     Condition        Report By
 CB0763  HISTORY     - 1981     MONUMENTED       NGS
 CB0763
 CB0763                          STATION DESCRIPTION
 CB0763
 CB0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0763'2.75 KM (1.7 MI) SW FROM SAN ANGELO.
 CB0763'2.75 KM (1.7 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CB0763'RAILROAD FROM THE RAILROAD STATION IN SAN ANGELO, 0.4 KM (0.25 MI)
 CB0763'SOUTHWEST OF CURRIER STREET, 0.15 KM (0.1 MI) SOUTHWEST OF MILE MARKER
 CB0763'719, 9.8 METERS (32.2 FT) NORTHWEST OF THE NEAR RAIL AND 1.8 METERS
 CB0763'(5.9 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 CB0763'IS THROUGH A 5-INCH LOGO CAP.
 CB0763'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CB0763'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0506 ***********************************************************************
 AZ0506  DESIGNATION -  T 1432
 AZ0506  PID         -  AZ0506
 AZ0506  STATE/COUNTY-  TX/KINNEY
 AZ0506  USGS QUAD   -  ODLAW (1974)
 AZ0506
 AZ0506                         *CURRENT SURVEY CONTROL
 AZ0506  ___________________________________________________________________
 AZ0506* NAD 83(1986)-  29 14 24.     (N)    100 10 20.     (W)     SCALED    
 AZ0506* NAVD 88     -       329.756  (meters)    1081.87   (feet)  ADJUSTED  
 AZ0506  ___________________________________________________________________
 AZ0506  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0506  DYNAMIC HT  -         329.276 (meters)    1080.30  (feet)  COMP
 AZ0506  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AZ0506
 AZ0506  VERT ORDER  -  FIRST     CLASS II
 AZ0506
 AZ0506.The horizontal coordinates were scaled from a topographic map and have
 AZ0506.an estimated accuracy of +/- 6 seconds.
 AZ0506
 AZ0506.The orthometric height was determined by differential leveling
 AZ0506.and adjusted by the National Geodetic Survey in June 1991..
 AZ0506
 AZ0506.The geoid height was determined by GEOID03.
 AZ0506
 AZ0506.The dynamic height is computed by dividing the NAVD 88
 AZ0506.geopotential number by the normal gravity value computed on the
 AZ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0506.degrees latitude (g = 980.6199 gals.).
 AZ0506
 AZ0506.The modeled gravity was interpolated from observed gravity values.
 AZ0506
 AZ0506;                    North         East    Units  Estimated Accuracy
 AZ0506;SPC TXSC     - 4,156,470.      486,060.      MT  (+/- 180 meters Scaled)
 AZ0506
 AZ0506                          SUPERSEDED SURVEY CONTROL
 AZ0506
 AZ0506.No superseded survey control is available for this station.
 AZ0506
 AZ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT860351(NAD 83)
 AZ0506_MARKER: DB = BENCH MARK DISK
 AZ0506_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AZ0506_SP_SET: CULVERT
 AZ0506_STAMPING: T 1432 1982
 AZ0506_MARK LOGO: NGS   
 AZ0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0506
 AZ0506  HISTORY     - Date     Condition        Report By
 AZ0506  HISTORY     - 1982     MONUMENTED       NGS
 AZ0506
 AZ0506                          STATION DESCRIPTION
 AZ0506
 AZ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0506'29.4 KM (18.2 MI) ENE FROM SPOFFORD.
 AZ0506'26.3 KM (16.3 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM THE
 AZ0506'JUNCTION OF STATE ROUTE 131 IN SPOFFORD, THENCE 3.0 KM (1.85 METERS)
 AZ0506'EASTERLY ALONG U.S. HIGHWAY 90, SET IN TOP OF THE EAST END OF THE
 AZ0506'SOUTH CONCRETE CURB OF AN ELEVEN CHANNEL BOX CULVERT UNDER HIGHWAY,
 AZ0506'AND 8.4 METERS (27.6 FT) SOUTH OF CENTERLINE OF HIGHWAY.  NOTE, MULTI
 AZ0506'CHANNEL BOX CULVERT IS SET IN ROCK.
 AZ0506'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0519 ***********************************************************************
 AZ0519  DESIGNATION -  T 1433
 AZ0519  PID         -  AZ0519
 AZ0519  STATE/COUNTY-  TX/MAVERICK
 AZ0519  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0519
 AZ0519                         *CURRENT SURVEY CONTROL
 AZ0519  ___________________________________________________________________
 AZ0519* NAD 83(1986)-  29 05 55.     (N)    100 27 54.     (W)     SCALED    
 AZ0519* NAVD 88     -       290.120  (meters)     951.84   (feet)  ADJUSTED  
 AZ0519  ___________________________________________________________________
 AZ0519  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0519  DYNAMIC HT  -         289.694 (meters)     950.44  (feet)  COMP
 AZ0519  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 AZ0519
 AZ0519  VERT ORDER  -  FIRST     CLASS II
 AZ0519
 AZ0519.The horizontal coordinates were scaled from a topographic map and have
 AZ0519.an estimated accuracy of +/- 6 seconds.
 AZ0519
 AZ0519.The orthometric height was determined by differential leveling
 AZ0519.and adjusted by the National Geodetic Survey in June 1991..
 AZ0519
 AZ0519.The geoid height was determined by GEOID03.
 AZ0519
 AZ0519.The dynamic height is computed by dividing the NAVD 88
 AZ0519.geopotential number by the normal gravity value computed on the
 AZ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0519.degrees latitude (g = 980.6199 gals.).
 AZ0519
 AZ0519.The modeled gravity was interpolated from observed gravity values.
 AZ0519
 AZ0519;                    North         East    Units  Estimated Accuracy
 AZ0519;SPC TXSC     - 4,141,120.      457,410.      MT  (+/- 180 meters Scaled)
 AZ0519
 AZ0519                          SUPERSEDED SURVEY CONTROL
 AZ0519
 AZ0519.No superseded survey control is available for this station.
 AZ0519
 AZ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT574197(NAD 83)
 AZ0519_MARKER: I = METAL ROD
 AZ0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0519_SP_SET: STAINLESS STEEL ROD
 AZ0519_STAMPING: T 1433 1982
 AZ0519_MARK LOGO: NGS   
 AZ0519_PROJECTION: FLUSH
 AZ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0519_ROD/PIPE-DEPTH: 7.3  meters
 AZ0519
 AZ0519  HISTORY     - Date     Condition        Report By
 AZ0519  HISTORY     - 1982     MONUMENTED       NGS
 AZ0519
 AZ0519                          STATION DESCRIPTION
 AZ0519
 AZ0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0519'10.2 KM (6.3 MI) SSW FROM SPOFFORD.
 AZ0519'10.2 KM (6.3 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AZ0519'JUNCTION OF FARM ROAD 1572 IN SPOFFORD, AT A TELEPHONE CABLE WARNING
 AZ0519'POST, 17.7 METERS (58.1 FT) SOUTHEAST OF CENTERLINE OF THE HIGHWAY,
 AZ0519'0.73 METERS (2.4 FT) NORTH OF A TELEPHONE CABLE WARNING POST, AND
 AZ0519'0.3 METER (1.0 FT) WEST NORTHWEST OF A FENCE LINE.
 AZ0519'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AZ0519'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1623 ***********************************************************************
 AY1623  DESIGNATION -  T 1434
 AY1623  PID         -  AY1623
 AY1623  STATE/COUNTY-  TX/MEDINA
 AY1623  USGS QUAD   -  CASTROVILLE (1982)
 AY1623
 AY1623                         *CURRENT SURVEY CONTROL
 AY1623  ___________________________________________________________________
 AY1623* NAD 83(1986)-  29 20 56.     (N)    098 55 59.     (W)     SCALED    
 AY1623* NAVD 88     -       284.064  (meters)     931.97   (feet)  ADJUSTED  
 AY1623  ___________________________________________________________________
 AY1623  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AY1623  DYNAMIC HT  -         283.653 (meters)     930.62  (feet)  COMP
 AY1623  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AY1623
 AY1623  VERT ORDER  -  FIRST     CLASS II
 AY1623
 AY1623.The horizontal coordinates were scaled from a topographic map and have
 AY1623.an estimated accuracy of +/- 6 seconds.
 AY1623
 AY1623.The orthometric height was determined by differential leveling
 AY1623.and adjusted by the National Geodetic Survey in June 1991..
 AY1623
 AY1623.The geoid height was determined by GEOID03.
 AY1623
 AY1623.The dynamic height is computed by dividing the NAVD 88
 AY1623.geopotential number by the normal gravity value computed on the
 AY1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1623.degrees latitude (g = 980.6199 gals.).
 AY1623
 AY1623.The modeled gravity was interpolated from observed gravity values.
 AY1623
 AY1623;                    North         East    Units  Estimated Accuracy
 AY1623;SPC TXSC     - 4,167,970.      606,500.      MT  (+/- 180 meters Scaled)
 AY1623
 AY1623                          SUPERSEDED SURVEY CONTROL
 AY1623
 AY1623.No superseded survey control is available for this station.
 AY1623
 AY1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT064466(NAD 83)
 AY1623_MARKER: I = METAL ROD
 AY1623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1623_SP_SET: STAINLESS STEEL ROD
 AY1623_STAMPING: T 1434 1982
 AY1623_MARK LOGO: NGS   
 AY1623_PROJECTION: FLUSH
 AY1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1623_ROD/PIPE-DEPTH: 6.1  meters
 AY1623
 AY1623  HISTORY     - Date     Condition        Report By
 AY1623  HISTORY     - 1982     MONUMENTED       NGS
 AY1623  HISTORY     - 19970211 GOOD             USPSQD
 AY1623  HISTORY     - 20020913 GOOD             USPSQD
 AY1623  HISTORY     - 20050521 GOOD             USPSQD
 AY1623
 AY1623                          STATION DESCRIPTION
 AY1623
 AY1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1623'6.5 KM (4.0 MI) WEST FROM CASTROVILLE.
 AY1623'6.5 KM (4.0 MI) WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1623'ROAD 471 NORTH IN CASTROVILLE, AT A CATTLE GUARD AND PRIVATE ENTRANCE
 AY1623'ROAD LEADING NORTH TO A RANCH, 22.6 METERS (74.0 FT) NORTH OF
 AY1623'CENTERLINE OF HIGHWAY, 0.30 METERS (1.0 FT) SOUTH OF A FENCE LINE,
 AY1623'14.6 METERS (48.0 FT) WEST OF CENTER OF AN IRON GATE AND CATTLE GUARD,
 AY1623'AND 7.0 METERS (23.0 FT) NORTHWEST OF A METAL TELEPHONE CABLE WARNING
 AY1623'POST.
 AY1623'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AY1623'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1623
 AY1623                          STATION RECOVERY (1997)
 AY1623
 AY1623'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1623'RECOVERED IN GOOD CONDITION.
 AY1623
 AY1623                          STATION RECOVERY (2002)
 AY1623
 AY1623'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1623'RECOVERED IN GOOD CONDITION.
 AY1623
 AY1623                          STATION RECOVERY (2005)
 AY1623
 AY1623'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY1623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1212 ***********************************************************************
 AB1212  DESIGNATION -  T 1435
 AB1212  PID         -  AB1212
 AB1212  STATE/COUNTY-  TX/CAMERON
 AB1212  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1212
 AB1212                         *CURRENT SURVEY CONTROL
 AB1212  ___________________________________________________________________
 AB1212* NAD 83(1986)-  26 04 30.     (N)    097 22 21.     (W)     SCALED    
 AB1212* NAVD 88     -         3.436  (meters)      11.27   (feet)  ADJUSTED  
 AB1212  ___________________________________________________________________
 AB1212  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AB1212  DYNAMIC HT  -           3.431 (meters)      11.26  (feet)  COMP
 AB1212  MODELED GRAV-     979,053.5   (mgal)                       NAVD 88
 AB1212
 AB1212  VERT ORDER  -  FIRST     CLASS II
 AB1212
 AB1212.The horizontal coordinates were scaled from a topographic map and have
 AB1212.an estimated accuracy of +/- 6 seconds.
 AB1212
 AB1212.The orthometric height was determined by differential leveling
 AB1212.and adjusted by the National Geodetic Survey in June 1991..
 AB1212
 AB1212.The geoid height was determined by GEOID03.
 AB1212
 AB1212.The dynamic height is computed by dividing the NAVD 88
 AB1212.geopotential number by the normal gravity value computed on the
 AB1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1212.degrees latitude (g = 980.6199 gals.).
 AB1212
 AB1212.The modeled gravity was interpolated from observed gravity values.
 AB1212
 AB1212;                    North         East    Units  Estimated Accuracy
 AB1212;SPC TX S     - 5,045,750.      412,810.      MT  (+/- 180 meters Scaled)
 AB1212
 AB1212                          SUPERSEDED SURVEY CONTROL
 AB1212
 AB1212.No superseded survey control is available for this station.
 AB1212
 AB1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP627850(NAD 83)
 AB1212_MARKER: I = METAL ROD
 AB1212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1212_SP_SET: STAINLESS STEEL ROD
 AB1212_STAMPING: T 1435 1982
 AB1212_MARK LOGO: NGS   
 AB1212_PROJECTION: FLUSH
 AB1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1212_ROD/PIPE-DEPTH: 10.9 meters
 AB1212
 AB1212  HISTORY     - Date     Condition        Report By
 AB1212  HISTORY     - 1982     MONUMENTED       NGS
 AB1212  HISTORY     - 19910424 GOOD             USPSQD
 AB1212  HISTORY     - 19930210 GOOD             USPSQD
 AB1212
 AB1212                          STATION DESCRIPTION
 AB1212
 AB1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1212'18.5 KM (11.5 MI) WEST FROM PORT ISABEL.
 AB1212'18.5 KM (11.5 MI) WEST ALONG STATE HIGHWAY 100 FROM THE OLD PORT
 AB1212'ISABEL LIGHTHOUSE IN PORT ISABEL AT A POINT JUST PAST A CURVE IN THE
 AB1212'HIGHWAY TO THE RIGHT BY A POWERLINE POLE ON THE SOUTHEAST SIDE OF THE
 AB1212'HIGHWAY, THE POWERLINE CROSSES THE HIGHWAY AT THIS POINT,
 AB1212'15.4 METERS (51.0 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 100,
 AB1212'1.9 METERS (6.5 FT) NORTHEAST OF A POWERLINE POLE, 0.76 METERS
 AB1212'(2.5 FT) NORTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, AND
 AB1212'0.3 METER (1.0 FT) NORTHWEST OF A FENCE LINE.
 AB1212'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 AB1212'THE MARK IS ABOVE LEVEL WITH HIGHWAY 100.
 AB1212
 AB1212                          STATION RECOVERY (1991)
 AB1212
 AB1212'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1212'RECOVERED IN GOOD CONDITION.
 AB1212
 AB1212                          STATION RECOVERY (1993)
 AB1212
 AB1212'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0537 ***********************************************************************
 AZ0537  DESIGNATION -  T 1436
 AZ0537  PID         -  AZ0537
 AZ0537  STATE/COUNTY-  TX/KINNEY
 AZ0537  USGS QUAD   -  STANDART (1979)
 AZ0537
 AZ0537                         *CURRENT SURVEY CONTROL
 AZ0537  ___________________________________________________________________
 AZ0537* NAD 83(1986)-  29 20 49.     (N)    100 37 19.     (W)     SCALED    
 AZ0537* NAVD 88     -       328.999  (meters)    1079.39   (feet)  ADJUSTED  
 AZ0537  ___________________________________________________________________
 AZ0537  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AZ0537  DYNAMIC HT  -         328.515 (meters)    1077.80  (feet)  COMP
 AZ0537  MODELED GRAV-     979,163.6   (mgal)                       NAVD 88
 AZ0537
 AZ0537  VERT ORDER  -  FIRST     CLASS II
 AZ0537
 AZ0537.The horizontal coordinates were scaled from a topographic map and have
 AZ0537.an estimated accuracy of +/- 6 seconds.
 AZ0537
 AZ0537.The orthometric height was determined by differential leveling
 AZ0537.and adjusted by the National Geodetic Survey in June 1991..
 AZ0537
 AZ0537.The geoid height was determined by GEOID03.
 AZ0537
 AZ0537.The dynamic height is computed by dividing the NAVD 88
 AZ0537.geopotential number by the normal gravity value computed on the
 AZ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0537.degrees latitude (g = 980.6199 gals.).
 AZ0537
 AZ0537.The modeled gravity was interpolated from observed gravity values.
 AZ0537
 AZ0537;                    North         East    Units  Estimated Accuracy
 AZ0537;SPC TXSC     - 4,168,840.      442,520.      MT  (+/- 180 meters Scaled)
 AZ0537
 AZ0537                          SUPERSEDED SURVEY CONTROL
 AZ0537
 AZ0537.No superseded survey control is available for this station.
 AZ0537
 AZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT425475(NAD 83)
 AZ0537_MARKER: I = METAL ROD
 AZ0537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0537_SP_SET: STAINLESS STEEL ROD
 AZ0537_STAMPING: T 1436 1982
 AZ0537_MARK LOGO: NGS   
 AZ0537_PROJECTION: FLUSH
 AZ0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0537_ROD/PIPE-DEPTH: 1.5  meters
 AZ0537
 AZ0537  HISTORY     - Date     Condition        Report By
 AZ0537  HISTORY     - 1982     MONUMENTED       NGS
 AZ0537  HISTORY     - 19960223 GOOD             USPSQD
 AZ0537
 AZ0537                          STATION DESCRIPTION
 AZ0537
 AZ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0537'30.4 KM (19.0 MI) NW FROM SPOFFORD.
 AZ0537'O.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0537'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 11.8 KM (7.35 MI) NORTHWEST
 AZ0537'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0537'RAILROAD TRACKS TO A RAILROAD CROSSING, THENCE 17.8 KM (11.15 MI)
 AZ0537'NORTHWEST ALONG THE GRAVELED ROAD ON THE NORTHEAST SIDE OF THE
 AZ0537'RAILROAD TRACKS, THENCE 0.1 KM (0.05 MI) SOUTHWEST CROSSING THE
 AZ0537'RAILROAD TRACKS, THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG A TRACK ROAD
 AZ0537'ON THE SOUTHWEST SIDE OF THE RAILROAD TRACKS, 121.9 KM (400.0 FT)
 AZ0537'NORTH NORTHWEST OF A RAILROAD SIGNAL NUMBER 3598, 0.2 KM (0.1 MI)
 AZ0537'SOUTH SOUTHEAST OF A RAILROAD TRESTLE NUMBER 359.99 AND MILEPOST
 AZ0537'NUMBER 360, 14.6 METERS (48.0 FT) WEST SOUTHWEST OF THE WEST SOUTHWEST
 AZ0537'RAIL, 6.0 METERS (20.0 FT) WEST SOUTHWEST OF THE CENTER OF THE TRACK
 AZ0537'ROAD, 0.6 METER (2.0 FT) NORTHWEST OF A STEEL T-BAR FENCEPOST, AND
 AZ0537'0.15 METERS (0.5 FT) EAST NORTHEAST OF A FENCE LINE.  NOTE, ROD WAS
 AZ0537'ANCHORED AT THIS DEPTH.
 AZ0537'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 AZ0537'THE MARK IS 2.1 M BELOW THE RAIL.
 AZ0537
 AZ0537                          STATION RECOVERY (1996)
 AZ0537
 AZ0537'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1671 ***********************************************************************
 AY1671  DESIGNATION -  T 1437
 AY1671  PID         -  AY1671
 AY1671  STATE/COUNTY-  TX/BEXAR
 AY1671  USGS QUAD   -  VAN RAUB (1991)
 AY1671
 AY1671                         *CURRENT SURVEY CONTROL
 AY1671  ___________________________________________________________________
 AY1671* NAD 83(1986)-  29 42 21.     (N)    098 39 20.     (W)     SCALED    
 AY1671* NAVD 88     -       386.474  (meters)    1267.96   (feet)  ADJUSTED  
 AY1671  ___________________________________________________________________
 AY1671  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AY1671  DYNAMIC HT  -         385.910 (meters)    1266.11  (feet)  COMP
 AY1671  MODELED GRAV-     979,172.7   (mgal)                       NAVD 88
 AY1671
 AY1671  VERT ORDER  -  FIRST     CLASS II
 AY1671
 AY1671.The horizontal coordinates were scaled from a topographic map and have
 AY1671.an estimated accuracy of +/- 6 seconds.
 AY1671
 AY1671.The orthometric height was determined by differential leveling
 AY1671.and adjusted by the National Geodetic Survey in June 1991..
 AY1671
 AY1671.The geoid height was determined by GEOID03.
 AY1671
 AY1671.The dynamic height is computed by dividing the NAVD 88
 AY1671.geopotential number by the normal gravity value computed on the
 AY1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1671.degrees latitude (g = 980.6199 gals.).
 AY1671
 AY1671.The modeled gravity was interpolated from observed gravity values.
 AY1671
 AY1671;                    North         East    Units  Estimated Accuracy
 AY1671;SPC TXSC     - 4,207,570.      633,330.      MT  (+/- 180 meters Scaled)
 AY1671
 AY1671                          SUPERSEDED SURVEY CONTROL
 AY1671
 AY1671.No superseded survey control is available for this station.
 AY1671
 AY1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT333862(NAD 83)
 AY1671_MARKER: I = METAL ROD
 AY1671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1671_SP_SET: STAINLESS STEEL ROD
 AY1671_STAMPING: T 1437 1982
 AY1671_MARK LOGO: NGS   
 AY1671_PROJECTION: FLUSH
 AY1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1671_ROD/PIPE-DEPTH: 2.9  meters
 AY1671
 AY1671  HISTORY     - Date     Condition        Report By
 AY1671  HISTORY     - 1982     MONUMENTED       NGS
 AY1671  HISTORY     - 1990     GOOD             USPSQD
 AY1671
 AY1671                          STATION DESCRIPTION
 AY1671
 AY1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1671'12.2 KM (7.60 MI) SE FROM BOERNE.
 AY1671'2.6 KM (1.65 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1671'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 9.6 KM
 AY1671'(5.95 MI) SOUTHEAST ALONG THE EAST FRONTAGE ROAD, AT A POWERLINE
 AY1671'POLE.  14.9 METERS (49.0 FT) EAST NORTHEAST OF THE CENTER OF THE EAST
 AY1671'FRONTAGE ROAD, 0.6 METER (2.0 FT) NORTH NORTHWEST OF A POWERLINE POLE,
 AY1671'20.7 METERS (68.0 FT) SOUTH SOUTHEAST OF A 3.0 METERS (10.0 FT) HIGH
 AY1671'TELEPHONE POLE NUMBER 73 WITH UNDERGROUND CABLE WARNING SIGNS NEAR THE
 AY1671'TOP OF THE POLE, 0.15 METERS (0.5 FT) WEST SOUTHWEST OF THE EAST RIGHT
 AY1671'OF WAY FENCE, AND 0.36 METERS (1.2 FT) SOUTH SOUTHEAST OF A GALVANIZED
 AY1671'STEEL HIGHWAY RIGHT OF WAY POST.
 AY1671'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 AY1671'THE MARK IS 1.5 M BELOW FRONTAGE ROAD.
 AY1671
 AY1671                          STATION RECOVERY (1990)
 AY1671
 AY1671'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0518 ***********************************************************************
 AO0518  DESIGNATION -  T 1438
 AO0518  PID         -  AO0518
 AO0518  STATE/COUNTY-  TX/DIMMIT
 AO0518  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0518
 AO0518                         *CURRENT SURVEY CONTROL
 AO0518  ___________________________________________________________________
 AO0518* NAD 83(1986)-  28 30 08.     (N)    099 50 00.     (W)     SCALED    
 AO0518* NAVD 88     -       191.173  (meters)     627.21   (feet)  ADJUSTED  
 AO0518  ___________________________________________________________________
 AO0518  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AO0518  DYNAMIC HT  -         190.885 (meters)     626.26  (feet)  COMP
 AO0518  MODELED GRAV-     979,138.0   (mgal)                       NAVD 88
 AO0518
 AO0518  VERT ORDER  -  FIRST     CLASS II
 AO0518
 AO0518.The horizontal coordinates were scaled from a topographic map and have
 AO0518.an estimated accuracy of +/- 6 seconds.
 AO0518
 AO0518.The orthometric height was determined by differential leveling
 AO0518.and adjusted by the National Geodetic Survey in June 1991..
 AO0518
 AO0518.The geoid height was determined by GEOID03.
 AO0518
 AO0518.The dynamic height is computed by dividing the NAVD 88
 AO0518.geopotential number by the normal gravity value computed on the
 AO0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0518.degrees latitude (g = 980.6199 gals.).
 AO0518
 AO0518.The modeled gravity was interpolated from observed gravity values.
 AO0518
 AO0518;                    North         East    Units  Estimated Accuracy
 AO0518;SPC TXSC     - 4,074,420.      518,420.      MT  (+/- 180 meters Scaled)
 AO0518
 AO0518                          SUPERSEDED SURVEY CONTROL
 AO0518
 AO0518.No superseded survey control is available for this station.
 AO0518
 AO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS184531(NAD 83)
 AO0518_MARKER: I = METAL ROD
 AO0518_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0518+WITH SETTING: INFORMATION.
 AO0518_SP_SET: SHALLOW SET METAL ROD
 AO0518_STAMPING: T 1438 1982
 AO0518_MARK LOGO: NGS   
 AO0518_PROJECTION: FLUSH
 AO0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0518_ROD/PIPE-DEPTH: 2.7  meters
 AO0518
 AO0518  HISTORY     - Date     Condition        Report By
 AO0518  HISTORY     - 1982     MONUMENTED       NGS
 AO0518  HISTORY     - 19970531 GOOD             USPSQD
 AO0518
 AO0518                          STATION DESCRIPTION
 AO0518
 AO0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0518'3.95 KM (2.45 MI) SE FROM CARRIZO SPRINGS.
 AO0518'ONE BLOCK SOUTH ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0518'SPRINGS, THENCE 0.5 KM (0.3 MI) EAST SOUTHEAST ALONG US HIGHWAY 277 TO
 AO0518'THE JUNCTION OF US HIGHWAY 277 AND US HIGHWAY 83, THENCE 3.45 KM
 AO0518'(2.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 83, 27.7 METERS (91.0 FT) EAST
 AO0518'OF THE CENTER OF A GRAVEL ROAD, 22.6 METERS (74.5 FT) NORTH OF THE
 AO0518'CENTERLINE OF THE HIGHWAY 83, 20.7 METERS (68.0 FT) EAST OF TELEPHONE
 AO0518'JUNCTION BOX, AND 1.0 METER (3.6 FT) EAST OF A TELEPHONE POLE.
 AO0518'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 AO0518'THE MARK IS 1.8 M ABOVE HIGHWAY.
 AO0518
 AO0518                          STATION RECOVERY (1997)
 AO0518
 AO0518'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0141 ***********************************************************************
 AP0141  DESIGNATION -  T 1439
 AP0141  PID         -  AP0141
 AP0141  STATE/COUNTY-  TX/MAVERICK
 AP0141  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0141
 AP0141                         *CURRENT SURVEY CONTROL
 AP0141  ___________________________________________________________________
 AP0141* NAD 83(1986)-  28 42 02.     (N)    100 24 32.     (W)     SCALED    
 AP0141* NAVD 88     -       256.241  (meters)     840.68   (feet)  ADJUSTED  
 AP0141  ___________________________________________________________________
 AP0141  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AP0141  DYNAMIC HT  -         255.859 (meters)     839.43  (feet)  COMP
 AP0141  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 AP0141
 AP0141  VERT ORDER  -  FIRST     CLASS II
 AP0141
 AP0141.The horizontal coordinates were scaled from a topographic map and have
 AP0141.an estimated accuracy of +/- 6 seconds.
 AP0141
 AP0141.The orthometric height was determined by differential leveling
 AP0141.and adjusted by the National Geodetic Survey in June 1991..
 AP0141
 AP0141.The geoid height was determined by GEOID03.
 AP0141
 AP0141.The dynamic height is computed by dividing the NAVD 88
 AP0141.geopotential number by the normal gravity value computed on the
 AP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0141.degrees latitude (g = 980.6199 gals.).
 AP0141
 AP0141.The modeled gravity was interpolated from observed gravity values.
 AP0141
 AP0141;                    North         East    Units  Estimated Accuracy
 AP0141;SPC TXSC     - 4,096,940.      462,340.      MT  (+/- 180 meters Scaled)
 AP0141
 AP0141                          SUPERSEDED SURVEY CONTROL
 AP0141
 AP0141.No superseded survey control is available for this station.
 AP0141
 AP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS623756(NAD 83)
 AP0141_MARKER: I = METAL ROD
 AP0141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0141_SP_SET: STAINLESS STEEL ROD
 AP0141_STAMPING: T 1439 1982
 AP0141_MARK LOGO: NGS   
 AP0141_PROJECTION: FLUSH
 AP0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0141_ROD/PIPE-DEPTH: 1.8  meters
 AP0141
 AP0141  HISTORY     - Date     Condition        Report By
 AP0141  HISTORY     - 1982     MONUMENTED       NGS
 AP0141
 AP0141                          STATION DESCRIPTION
 AP0141
 AP0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0141'9.55 KM (5.95 MI) EAST FROM EAGLE PASS.
 AP0141'9.55 KM (5.95 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0141'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0141'STREET AND MADISON STREET, SET AT TOP OF SMALL HILL ACROSS HIGHWAY
 AP0141'FROM TWO TELEPHONE JUNCTION BOXES, 0.25 KM (0.15 MI) EAST OF UNDER
 AP0141'GROUND HIGH PRESSURE PIPE LINE, 45.7 METERS (150.0 FT) SOUTH OF A
 AP0141'TELEPHONE JUNCTION BOX, NUMBER 15 1/2, THE LARGER OF THE TWO,
 AP0141'50.3 METERS (165.0 FT) SOUTH OF A TELEPHONE JUNCTION BOX NUMBER 16,
 AP0141'22.8 METERS (75.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 AP0141'0.2 METER (0.8 FT) NORTH OF RIGHT OF WAY FENCE.
 AP0141'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 AP0141'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1619 ***********************************************************************
 AY1619  DESIGNATION -  T 1440
 AY1619  PID         -  AY1619
 AY1619  STATE/COUNTY-  TX/MEDINA
 AY1619  USGS QUAD   -  CASTROVILLE (1982)
 AY1619
 AY1619                         *CURRENT SURVEY CONTROL
 AY1619  ___________________________________________________________________
 AY1619* NAD 83(1986)-  29 21 11.     (N)    098 59 58.     (W)     SCALED    
 AY1619* NAVD 88     -       301.188  (meters)     988.15   (feet)  ADJUSTED  
 AY1619  ___________________________________________________________________
 AY1619  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AY1619  DYNAMIC HT  -         300.750 (meters)     986.71  (feet)  COMP
 AY1619  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AY1619
 AY1619  VERT ORDER  -  FIRST     CLASS II
 AY1619
 AY1619.The horizontal coordinates were scaled from a topographic map and have
 AY1619.an estimated accuracy of +/- 6 seconds.
 AY1619
 AY1619.The orthometric height was determined by differential leveling
 AY1619.and adjusted by the National Geodetic Survey in June 1991..
 AY1619
 AY1619.The geoid height was determined by GEOID03.
 AY1619
 AY1619.The dynamic height is computed by dividing the NAVD 88
 AY1619.geopotential number by the normal gravity value computed on the
 AY1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1619.degrees latitude (g = 980.6199 gals.).
 AY1619
 AY1619.The modeled gravity was interpolated from observed gravity values.
 AY1619
 AY1619;                    North         East    Units  Estimated Accuracy
 AY1619;SPC TXSC     - 4,168,430.      600,050.      MT  (+/- 180 meters Scaled)
 AY1619
 AY1619                          SUPERSEDED SURVEY CONTROL
 AY1619
 AY1619.No superseded survey control is available for this station.
 AY1619
 AY1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT000471(NAD 83)
 AY1619_MARKER: I = METAL ROD
 AY1619_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1619_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1619_STAMPING: T 1440 1982
 AY1619_MARK LOGO: NGS   
 AY1619_PROJECTION: RECESSED 10 CENTIMETERS
 AY1619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1619+STABILITY: POSITION/ELEVATION WELL
 AY1619_ROD/PIPE-DEPTH: 7.9  meters
 AY1619_SLEEVE-DEPTH  : 7.6 meters
 AY1619
 AY1619  HISTORY     - Date     Condition        Report By
 AY1619  HISTORY     - 1982     MONUMENTED       NGS
 AY1619  HISTORY     - 19910614 GOOD             USPSQD
 AY1619  HISTORY     - 19950427 GOOD             USPSQD
 AY1619  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AY1619  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AY1619
 AY1619                          STATION DESCRIPTION
 AY1619
 AY1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1619'14.5 KM (9.0 MI) EAST FROM HONDO.
 AY1619'14.5 KM (9.0 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF STATE
 AY1619'FARM ROAD 462 NORTH IN HONDO, AND ABOUT 0.2 KM (0.1 MI) EAST OF THE
 AY1619'EAST END OF THE HIGHWAY BRIDGE OVER THE SOUTHERN PACIFIC RAILROAD
 AY1619'TRACKS, AND ALSO CAN BE REACHED 13.2 KM (8.2 MI) WEST ALONG U.S.
 AY1619'HIGHWAY 90 FROM THE JUNCTION OF STATE FARM ROAD 471 NORTH IN
 AY1619'CASTROVILLE, 92.9 METERS (305.0 FT) SOUTHEAST OF THE CENTERLINE OF
 AY1619'U.S. HIGHWAY 90 AND OLD HIGHWAY 90 LEADS TO DUNLEY, 24.3 METERS
 AY1619'(80.0 FT) NORTHEAST OF OLD HIGHWAY 90, 17.6 METERS (58.0 FT) NORTH
 AY1619'NORTHEAST OF A FENCE CORNER, 42.0 METERS (138.0 FT) SOUTH SOUTHEAST OF
 AY1619'THE CENTER OF A WIRE GATE, 0.7 METER (2.5 FT) NORTHWEST OF A FENCE,
 AY1619'AND 17.6 METERS (58.0 FT) NORTH NORTHEAST OF A CONCRETE RIGHT OF WAY
 AY1619'MARKER.
 AY1619'THE MARK IS 0.79 METERS  N FROM A WITNESS POST.
 AY1619'THE MARK IS 0.6 M BELOW HIGHWAY.
 AY1619
 AY1619                          STATION RECOVERY (1991)
 AY1619
 AY1619'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1619'RECOVERED IN GOOD CONDITION.
 AY1619
 AY1619                          STATION RECOVERY (1995)
 AY1619
 AY1619'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1619'RECOVERED IN GOOD CONDITION.
 AY1619
 AY1619                          STATION RECOVERY (1997)
 AY1619
 AY1619'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1619'MARK NOT FOUND.
 AY1619
 AY1619                          STATION RECOVERY (2002)
 AY1619
 AY1619'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0564 ***********************************************************************
 BN0564  DESIGNATION -  T 1441
 BN0564  PID         -  BN0564
 BN0564  STATE/COUNTY-  TX/MASON
 BN0564  USGS QUAD   -  GRIT (1970)
 BN0564
 BN0564                         *CURRENT SURVEY CONTROL
 BN0564  ___________________________________________________________________
 BN0564* NAD 83(1986)-  30 47 48.     (N)    099 15 18.     (W)     SCALED    
 BN0564* NAVD 88     -       511.122  (meters)    1676.91   (feet)  ADJUSTED  
 BN0564  ___________________________________________________________________
 BN0564  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 BN0564  DYNAMIC HT  -         510.421 (meters)    1674.61  (feet)  COMP
 BN0564  MODELED GRAV-     979,253.8   (mgal)                       NAVD 88
 BN0564
 BN0564  VERT ORDER  -  FIRST     CLASS II
 BN0564
 BN0564.The horizontal coordinates were scaled from a topographic map and have
 BN0564.an estimated accuracy of +/- 6 seconds.
 BN0564
 BN0564.The orthometric height was determined by differential leveling
 BN0564.and adjusted by the National Geodetic Survey in June 1991..
 BN0564
 BN0564.The geoid height was determined by GEOID03.
 BN0564
 BN0564.The dynamic height is computed by dividing the NAVD 88
 BN0564.geopotential number by the normal gravity value computed on the
 BN0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0564.degrees latitude (g = 980.6199 gals.).
 BN0564
 BN0564.The modeled gravity was interpolated from observed gravity values.
 BN0564
 BN0564;                    North         East    Units  Estimated Accuracy
 BN0564;SPC TX C     - 3,125,770.      803,190.      MT  (+/- 180 meters Scaled)
 BN0564
 BN0564                          SUPERSEDED SURVEY CONTROL
 BN0564
 BN0564.No superseded survey control is available for this station.
 BN0564
 BN0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV756070(NAD 83)
 BN0564_MARKER: I = METAL ROD
 BN0564_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0564+WITH SETTING: INFORMATION.
 BN0564_SP_SET: SHALLOW SET METAL ROD
 BN0564_STAMPING: T 1441 1982
 BN0564_MARK LOGO: NGS   
 BN0564_PROJECTION: FLUSH
 BN0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0564+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0564_ROD/PIPE-DEPTH: 1.8  meters
 BN0564
 BN0564  HISTORY     - Date     Condition        Report By
 BN0564  HISTORY     - 1982     MONUMENTED       NGS
 BN0564  HISTORY     - 19960213 GOOD             USPSQD
 BN0564  HISTORY     - 20060318 GOOD             USPSQD
 BN0564
 BN0564                          STATION DESCRIPTION
 BN0564
 BN0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0564'6.4 KM (4.0 MI) NORTH FROM MASON.
 BN0564'6.4 KM (4.0 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 BN0564'MASON, SET AT THE OUTSIDE OF A CURVE, 17.9 METERS (59.0 FT) NORTHEAST
 BN0564'OF THE CENTERLINE OF THE HIGHWAY, 0.7 METER (2.5 FT) SOUTHEAST OF A
 BN0564'TELEPHONE POLE, AND 0.4 METER (1.5 FT) SOUTHWEST OF THE RIGHT-OF-WAY
 BN0564'FENCE, NOTE ROD DRIVEN TO REFUSAL.
 BN0564'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 BN0564'THE MARK IS 0.6 M BELOW HIGHWAY.
 BN0564
 BN0564                          STATION RECOVERY (1996)
 BN0564
 BN0564'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0564'RECOVERED IN GOOD CONDITION.
 BN0564
 BN0564                          STATION RECOVERY (2006)
 BN0564
 BN0564'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0564'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0716 ***********************************************************************
 CB0716  DESIGNATION -  T 1442
 CB0716  PID         -  CB0716
 CB0716  STATE/COUNTY-  TX/IRION
 CB0716  USGS QUAD   -  BARNHART NE (1971)
 CB0716
 CB0716                         *CURRENT SURVEY CONTROL
 CB0716  ___________________________________________________________________
 CB0716* NAD 83(1986)-  31 07 49.     (N)    101 07 25.     (W)     SCALED    
 CB0716* NAVD 88     -       767.129  (meters)    2516.82   (feet)  ADJUSTED  
 CB0716  ___________________________________________________________________
 CB0716  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CB0716  DYNAMIC HT  -         766.025 (meters)    2513.20  (feet)  COMP
 CB0716  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 CB0716
 CB0716  VERT ORDER  -  FIRST     CLASS II
 CB0716
 CB0716.The horizontal coordinates were scaled from a topographic map and have
 CB0716.an estimated accuracy of +/- 6 seconds.
 CB0716
 CB0716.The orthometric height was determined by differential leveling
 CB0716.and adjusted by the National Geodetic Survey in June 1991..
 CB0716
 CB0716.The geoid height was determined by GEOID03.
 CB0716
 CB0716.The dynamic height is computed by dividing the NAVD 88
 CB0716.geopotential number by the normal gravity value computed on the
 CB0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0716.degrees latitude (g = 980.6199 gals.).
 CB0716
 CB0716.The modeled gravity was interpolated from observed gravity values.
 CB0716
 CB0716;                    North         East    Units  Estimated Accuracy
 CB0716;SPC TX C     - 3,162,520.      624,640.      MT  (+/- 180 meters Scaled)
 CB0716
 CB0716                          SUPERSEDED SURVEY CONTROL
 CB0716
 CB0716.No superseded survey control is available for this station.
 CB0716
 CB0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV975459(NAD 83)
 CB0716_MARKER: I = METAL ROD
 CB0716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0716_SP_SET: STAINLESS STEEL ROD
 CB0716_STAMPING: T 1442 1981
 CB0716_MARK LOGO: NGS   
 CB0716_PROJECTION: FLUSH
 CB0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0716_ROD/PIPE-DEPTH: 4.0  meters
 CB0716
 CB0716  HISTORY     - Date     Condition        Report By
 CB0716  HISTORY     - 1981     MONUMENTED       NGS
 CB0716
 CB0716                          STATION DESCRIPTION
 CB0716
 CB0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0716'34.4 KM (21.35 MI) EAST FROM BIG LAKE.
 CB0716'30.2 KM (18.75 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0716'WITH STATE HIGHWAY 137 IN BIG LAKE, THENCE 4.2 KM (2.6 MI) EASTERLY
 CB0716'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 14.1 METERS (46.3
 CB0716'FT) NORTH-NORTHEAST OF THE NEAR RAIL AND 2.6 METERS (8.5 FT) NORTHWEST
 CB0716'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CB0716'LOGO CAP.
 CB0716'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CB0716'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0462 ***********************************************************************
 AZ0462  DESIGNATION -  T 1443
 AZ0462  PID         -  AZ0462
 AZ0462  STATE/COUNTY-  TX/VAL VERDE
 AZ0462  USGS QUAD   -  MIERS RANCH (1972)
 AZ0462
 AZ0462                         *CURRENT SURVEY CONTROL
 AZ0462  ___________________________________________________________________
 AZ0462* NAD 83(1986)-  29 39 31.     (N)    100 51 41.     (W)     SCALED    
 AZ0462* NAVD 88     -       492.589  (meters)    1616.10   (feet)  ADJUSTED  
 AZ0462  ___________________________________________________________________
 AZ0462  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0462  DYNAMIC HT  -         491.865 (meters)    1613.73  (feet)  COMP
 AZ0462  MODELED GRAV-     979,155.9   (mgal)                       NAVD 88
 AZ0462
 AZ0462  VERT ORDER  -  FIRST     CLASS II
 AZ0462
 AZ0462.The horizontal coordinates were scaled from a topographic map and have
 AZ0462.an estimated accuracy of +/- 6 seconds.
 AZ0462
 AZ0462.The orthometric height was determined by differential leveling
 AZ0462.and adjusted by the National Geodetic Survey in June 1991..
 AZ0462
 AZ0462.The geoid height was determined by GEOID03.
 AZ0462
 AZ0462.The dynamic height is computed by dividing the NAVD 88
 AZ0462.geopotential number by the normal gravity value computed on the
 AZ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0462.degrees latitude (g = 980.6199 gals.).
 AZ0462
 AZ0462.The modeled gravity was interpolated from observed gravity values.
 AZ0462
 AZ0462;                    North         East    Units  Estimated Accuracy
 AZ0462;SPC TXSC     - 4,203,720.      419,820.      MT  (+/- 180 meters Scaled)
 AZ0462
 AZ0462                          SUPERSEDED SURVEY CONTROL
 AZ0462
 AZ0462.No superseded survey control is available for this station.
 AZ0462
 AZ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT198824(NAD 83)
 AZ0462_MARKER: DB = BENCH MARK DISK
 AZ0462_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0462_SP_SET: ROCK OUTCROP
 AZ0462_STAMPING: T 1443 1981
 AZ0462_MARK LOGO: NGS   
 AZ0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0462+STABILITY: POSITION/ELEVATION WELL
 AZ0462
 AZ0462  HISTORY     - Date     Condition        Report By
 AZ0462  HISTORY     - 1981     MONUMENTED       NGS
 AZ0462  HISTORY     - 19990525 GOOD             USPSQD
 AZ0462
 AZ0462                          STATION DESCRIPTION
 AZ0462
 AZ0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0462'27.0 KM (16.8 MI) NORTH FROM DEL RIO.
 AZ0462'27.0 KM (16.8 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0462'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN THE TOP
 AZ0462'OF A 4 BY 15 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 12.0 METERS (39.4
 AZ0462'FT) NORTHWEST OF A FENCE AND 10.7 METERS (35.1 FT) SOUTHEAST OF THE
 AZ0462'CENTERLINE OF THE HIGHWAY.
 AZ0462'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 AZ0462'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0462
 AZ0462                          STATION RECOVERY (1999)
 AZ0462
 AZ0462'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0489 ***********************************************************************
 AZ0489  DESIGNATION -  T 1444
 AZ0489  PID         -  AZ0489
 AZ0489  STATE/COUNTY-  TX/EDWARDS
 AZ0489  USGS QUAD   -  BLACK WATERHOLE (1971)
 AZ0489
 AZ0489                         *CURRENT SURVEY CONTROL
 AZ0489  ___________________________________________________________________
 AZ0489* NAD 83(1986)-  29 59 35.     (N)    100 29 27.     (W)     SCALED    
 AZ0489* NAVD 88     -       677.353  (meters)    2222.28   (feet)  ADJUSTED  
 AZ0489  ___________________________________________________________________
 AZ0489  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 AZ0489  DYNAMIC HT  -         676.349 (meters)    2218.99  (feet)  COMP
 AZ0489  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 AZ0489
 AZ0489  VERT ORDER  -  FIRST     CLASS II
 AZ0489
 AZ0489.The horizontal coordinates were scaled from a topographic map and have
 AZ0489.an estimated accuracy of +/- 6 seconds.
 AZ0489
 AZ0489.The orthometric height was determined by differential leveling
 AZ0489.and adjusted by the National Geodetic Survey in June 1991..
 AZ0489
 AZ0489.The geoid height was determined by GEOID03.
 AZ0489
 AZ0489.The dynamic height is computed by dividing the NAVD 88
 AZ0489.geopotential number by the normal gravity value computed on the
 AZ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0489.degrees latitude (g = 980.6199 gals.).
 AZ0489
 AZ0489.The modeled gravity was interpolated from observed gravity values.
 AZ0489
 AZ0489;                    North         East    Units  Estimated Accuracy
 AZ0489;SPC TXSC     - 4,240,280.      456,160.      MT  (+/- 180 meters Scaled)
 AZ0489
 AZ0489                          SUPERSEDED SURVEY CONTROL
 AZ0489
 AZ0489.No superseded survey control is available for this station.
 AZ0489
 AZ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU561189(NAD 83)
 AZ0489_MARKER: DB = BENCH MARK DISK
 AZ0489_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0489_SP_SET: ROCK OUTCROP
 AZ0489_STAMPING: T 1444 1981
 AZ0489_MARK LOGO: NGS   
 AZ0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0489+STABILITY: POSITION/ELEVATION WELL
 AZ0489
 AZ0489  HISTORY     - Date     Condition        Report By
 AZ0489  HISTORY     - 1981     MONUMENTED       NGS
 AZ0489
 AZ0489                          STATION DESCRIPTION
 AZ0489
 AZ0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0489'28.8 KM (17.9 MI) SW FROM ROCKSPRINGS.
 AZ0489'28.8 KM (17.9 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0489'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 2 BY 5 FT EXPOSED
 AZ0489'AREA OF OUTCROPPING BEDROCK, 14.4 METERS (47.2 FT) NORTH-NORTHWEST OF
 AZ0489'THE CENTERLINE OF THE HIGHWAY, 10.7 METERS (35.1 FT) NORTH-NORTHEAST
 AZ0489'OF THE NORTHWEST END OF A DRAINAGE PIPE AND 4.4 METERS (14.4 FT)
 AZ0489'SOUTH-SOUTHEAST OF A FENCE.
 AZ0489'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AZ0489'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0428 ***********************************************************************
 BO0428  DESIGNATION -  T 1445
 BO0428  PID         -  BO0428
 BO0428  STATE/COUNTY-  TX/EDWARDS
 BO0428  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0428
 BO0428                         *CURRENT SURVEY CONTROL
 BO0428  ___________________________________________________________________
 BO0428* NAD 83(1986)-  30 13 31.     (N)    100 00 49.     (W)     SCALED    
 BO0428* NAVD 88     -       618.901  (meters)    2030.51   (feet)  ADJUSTED  
 BO0428  ___________________________________________________________________
 BO0428  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0428  DYNAMIC HT  -         617.999 (meters)    2027.55  (feet)  COMP
 BO0428  MODELED GRAV-     979,164.4   (mgal)                       NAVD 88
 BO0428
 BO0428  VERT ORDER  -  FIRST     CLASS II
 BO0428
 BO0428.The horizontal coordinates were scaled from a topographic map and have
 BO0428.an estimated accuracy of +/- 6 seconds.
 BO0428
 BO0428.The orthometric height was determined by differential leveling
 BO0428.and adjusted by the National Geodetic Survey in June 1991..
 BO0428
 BO0428.The geoid height was determined by GEOID03.
 BO0428
 BO0428.The dynamic height is computed by dividing the NAVD 88
 BO0428.geopotential number by the normal gravity value computed on the
 BO0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0428.degrees latitude (g = 980.6199 gals.).
 BO0428
 BO0428.The modeled gravity was interpolated from observed gravity values.
 BO0428
 BO0428;                    North         East    Units  Estimated Accuracy
 BO0428;SPC TXSC     - 4,265,520.      502,430.      MT  (+/- 180 meters Scaled)
 BO0428
 BO0428                          SUPERSEDED SURVEY CONTROL
 BO0428
 BO0428.No superseded survey control is available for this station.
 BO0428
 BO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU024441(NAD 83)
 BO0428_MARKER: DB = BENCH MARK DISK
 BO0428_SETTING: 66 = SET IN ROCK OUTCROP
 BO0428_SP_SET: ROCK OUTCROP
 BO0428_STAMPING: T 1445 1981
 BO0428_MARK LOGO: NGS   
 BO0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0428+STABILITY: POSITION/ELEVATION WELL
 BO0428
 BO0428  HISTORY     - Date     Condition        Report By
 BO0428  HISTORY     - 1981     MONUMENTED       NGS
 BO0428
 BO0428                          STATION DESCRIPTION
 BO0428
 BO0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0428'31.9 KM (19.85 MI) NE FROM ROCKSPRINGS.
 BO0428'31.9 KM (19.85 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0428'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 2 BY 3 FT EXPOSED
 BO0428'AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) WEST OF A SIDE ROAD
 BO0428'LEADING SOUTH-SOUTHEAST, 9.8 METERS (32.2 FT) SOUTH-SOUTHEAST OF THE
 BO0428'CENTERLINE OF THE HIGHWAY AND 8.3 METERS (27.2 FT) NORTH-NORTHWEST OF
 BO0428'A FENCE.
 BO0428'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 BO0428'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0741 ***********************************************************************
 CB0741  DESIGNATION -  T 1446
 CB0741  PID         -  CB0741
 CB0741  STATE/COUNTY-  TX/TOM GREEN
 CB0741  USGS QUAD   -  TANKERSLEY (1984)
 CB0741
 CB0741                         *CURRENT SURVEY CONTROL
 CB0741  ___________________________________________________________________
 CB0741* NAD 83(1986)-  31 20 55.     (N)    100 40 09.     (W)     SCALED    
 CB0741* NAVD 88     -       620.315  (meters)    2035.15   (feet)  ADJUSTED  
 CB0741  ___________________________________________________________________
 CB0741  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CB0741  DYNAMIC HT  -         619.462 (meters)    2032.35  (feet)  COMP
 CB0741  MODELED GRAV-     979,245.1   (mgal)                       NAVD 88
 CB0741
 CB0741  VERT ORDER  -  FIRST     CLASS II
 CB0741
 CB0741.The horizontal coordinates were scaled from a topographic map and have
 CB0741.an estimated accuracy of +/- 6 seconds.
 CB0741
 CB0741.The orthometric height was determined by differential leveling
 CB0741.and adjusted by the National Geodetic Survey in June 1991..
 CB0741
 CB0741.The geoid height was determined by GEOID03.
 CB0741
 CB0741.The dynamic height is computed by dividing the NAVD 88
 CB0741.geopotential number by the normal gravity value computed on the
 CB0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0741.degrees latitude (g = 980.6199 gals.).
 CB0741
 CB0741.The modeled gravity was interpolated from observed gravity values.
 CB0741
 CB0741;                    North         East    Units  Estimated Accuracy
 CB0741;SPC TX C     - 3,186,500.      668,050.      MT  (+/- 180 meters Scaled)
 CB0741
 CB0741                          SUPERSEDED SURVEY CONTROL
 CB0741
 CB0741.No superseded survey control is available for this station.
 CB0741
 CB0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV412694(NAD 83)
 CB0741_MARKER: I = METAL ROD
 CB0741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0741_SP_SET: STAINLESS STEEL ROD
 CB0741_STAMPING: T 1446 1981
 CB0741_MARK LOGO: NGS   
 CB0741_PROJECTION: FLUSH
 CB0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0741_ROD/PIPE-DEPTH: 4.2  meters
 CB0741
 CB0741  HISTORY     - Date     Condition        Report By
 CB0741  HISTORY     - 1981     MONUMENTED       NGS
 CB0741
 CB0741                          STATION DESCRIPTION
 CB0741
 CB0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0741'19.2 KM (11.9 MI) NE FROM MERTZON.
 CB0741'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0741'MERTZON, THENCE 19.1 KM (11.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY
 CB0741'67, 0.2 KM (0.15 MI) EAST OF RAILROAD MILEPOST 734, 13.5 METERS (44.3
 CB0741'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.1 METERS (39.7 FT)
 CB0741'NORTH OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CB0741'AND 0.6 METER (2.0 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CB0741'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0741'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0773 ***********************************************************************
 CA0773  DESIGNATION -  T 1447
 CA0773  PID         -  CA0773
 CA0773  STATE/COUNTY-  TX/MCCULLOCH
 CA0773  USGS QUAD   -  NEEDLE CREEK (1970)
 CA0773
 CA0773                         *CURRENT SURVEY CONTROL
 CA0773  ___________________________________________________________________
 CA0773* NAD 83(1986)-  31 00 38.     (N)    099 30 37.     (W)     SCALED    
 CA0773* NAVD 88     -       578.450  (meters)    1897.80   (feet)  ADJUSTED  
 CA0773  ___________________________________________________________________
 CA0773  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 CA0773  DYNAMIC HT  -         577.661 (meters)    1895.21  (feet)  COMP
 CA0773  MODELED GRAV-     979,257.9   (mgal)                       NAVD 88
 CA0773
 CA0773  VERT ORDER  -  FIRST     CLASS II
 CA0773
 CA0773.The horizontal coordinates were scaled from a topographic map and have
 CA0773.an estimated accuracy of +/- 6 seconds.
 CA0773
 CA0773.The orthometric height was determined by differential leveling
 CA0773.and adjusted by the National Geodetic Survey in June 1991..
 CA0773
 CA0773.The geoid height was determined by GEOID03.
 CA0773
 CA0773.The dynamic height is computed by dividing the NAVD 88
 CA0773.geopotential number by the normal gravity value computed on the
 CA0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0773.degrees latitude (g = 980.6199 gals.).
 CA0773
 CA0773.The modeled gravity was interpolated from observed gravity values.
 CA0773
 CA0773;                    North         East    Units  Estimated Accuracy
 CA0773;SPC TX C     - 3,149,270.      778,590.      MT  (+/- 180 meters Scaled)
 CA0773
 CA0773                          SUPERSEDED SURVEY CONTROL
 CA0773
 CA0773.No superseded survey control is available for this station.
 CA0773
 CA0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV512308(NAD 83)
 CA0773_MARKER: DB = BENCH MARK DISK
 CA0773_SETTING: 66 = SET IN ROCK OUTCROP
 CA0773_SP_SET: ROCK OUTCROP
 CA0773_STAMPING: T 1447 1981
 CA0773_MARK LOGO: NGS   
 CA0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0773
 CA0773  HISTORY     - Date     Condition        Report By
 CA0773  HISTORY     - 1981     MONUMENTED       NGS
 CA0773  HISTORY     - 19990108 GOOD             USPSQD
 CA0773
 CA0773                          STATION DESCRIPTION
 CA0773
 CA0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0773'24.4 KM (15.2 MI) SW FROM BRADY.
 CA0773'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0773'THE COURTHOUSE IN BRADY, THENCE 22.1 KM (13.75 MI) SOUTHWESTERLY ALONG
 CA0773'U.S. HIGHWAY 190, IN A 3 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK
 CA0773'AT THE SOUTHWEST END OF A HIGHWAY CUT, IN A 3 BY 6 FT EXPOSED AREA OF
 CA0773'OUTCROPPING BEDROCK, 18.3 METERS (60.0 FT) SOUTH-SOUTHEAST OF THE
 CA0773'CENTERLINE OF THE HIGHWAY AND 0.2 METER (0.7 FT) NORTH-NORTHWEST OF A
 CA0773'FENCE.
 CA0773'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CA0773'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0773
 CA0773                          STATION RECOVERY (1999)
 CA0773
 CA0773'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0474 ***********************************************************************
 BN0474  DESIGNATION -  T 1448
 BN0474  PID         -  BN0474
 BN0474  STATE/COUNTY-  TX/MENARD
 BN0474  USGS QUAD   -  MENARD (1987)
 BN0474
 BN0474                         *CURRENT SURVEY CONTROL
 BN0474  ___________________________________________________________________
 BN0474* NAD 83(1986)-  30 54 09.     (N)    099 47 09.     (W)     SCALED    
 BN0474* NAVD 88     -       598.048  (meters)    1962.10   (feet)  ADJUSTED  
 BN0474  ___________________________________________________________________
 BN0474  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 BN0474  DYNAMIC HT  -         597.212 (meters)    1959.35  (feet)  COMP
 BN0474  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 BN0474
 BN0474  VERT ORDER  -  FIRST     CLASS II
 BN0474
 BN0474.The horizontal coordinates were scaled from a topographic map and have
 BN0474.an estimated accuracy of +/- 6 seconds.
 BN0474
 BN0474.The orthometric height was determined by differential leveling
 BN0474.and adjusted by the National Geodetic Survey in June 1991..
 BN0474
 BN0474.The geoid height was determined by GEOID03.
 BN0474
 BN0474.The dynamic height is computed by dividing the NAVD 88
 BN0474.geopotential number by the normal gravity value computed on the
 BN0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0474.degrees latitude (g = 980.6199 gals.).
 BN0474
 BN0474.The modeled gravity was interpolated from observed gravity values.
 BN0474
 BN0474;                    North         East    Units  Estimated Accuracy
 BN0474;SPC TX C     - 3,137,130.      752,340.      MT  (+/- 180 meters Scaled)
 BN0474
 BN0474                          SUPERSEDED SURVEY CONTROL
 BN0474
 BN0474.No superseded survey control is available for this station.
 BN0474
 BN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV249190(NAD 83)
 BN0474_MARKER: DB = BENCH MARK DISK
 BN0474_SETTING: 66 = SET IN ROCK OUTCROP
 BN0474_SP_SET: ROCK OUTCROP
 BN0474_STAMPING: T 1448 1981
 BN0474_MARK LOGO: NGS   
 BN0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0474+STABILITY: POSITION/ELEVATION WELL
 BN0474
 BN0474  HISTORY     - Date     Condition        Report By
 BN0474  HISTORY     - 1981     MONUMENTED       NGS
 BN0474  HISTORY     - 19951104 GOOD             USPSQD
 BN0474
 BN0474                          STATION DESCRIPTION
 BN0474
 BN0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0474'4.2 KM (2.6 MI) SOUTH FROM MENARD.
 BN0474'4.2 KM (2.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH
 BN0474'U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, IN A 20 BY 40 FT ROCK
 BN0474'LEDGE, 0.1 KM (0.05 MI) NORTHWEST OF A ROADSIDE PARK, 20.0 METERS
 BN0474'(65.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.1 METERS
 BN0474'(6.9 FT) SOUTH OF THE EDGE OF THE ROCK LEDGE.
 BN0474'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 BN0474'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 BN0474
 BN0474                          STATION RECOVERY (1995)
 BN0474
 BN0474'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0449 ***********************************************************************
 BN0449  DESIGNATION -  T 1449
 BN0449  PID         -  BN0449
 BN0449  STATE/COUNTY-  TX/KIMBLE
 BN0449  USGS QUAD   -  ELM SLOUGH (1987)
 BN0449
 BN0449                         *CURRENT SURVEY CONTROL
 BN0449  ___________________________________________________________________
 BN0449* NAD 83(1986)-  30 34 24.     (N)    099 46 43.     (W)     SCALED    
 BN0449* NAVD 88     -       633.138  (meters)    2077.22   (feet)  ADJUSTED  
 BN0449  ___________________________________________________________________
 BN0449  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 BN0449  DYNAMIC HT  -         632.244 (meters)    2074.29  (feet)  COMP
 BN0449  MODELED GRAV-     979,207.3   (mgal)                       NAVD 88
 BN0449
 BN0449  VERT ORDER  -  FIRST     CLASS II
 BN0449
 BN0449.The horizontal coordinates were scaled from a topographic map and have
 BN0449.an estimated accuracy of +/- 6 seconds.
 BN0449
 BN0449.The orthometric height was determined by differential leveling
 BN0449.and adjusted by the National Geodetic Survey in June 1991..
 BN0449
 BN0449.The geoid height was determined by GEOID03.
 BN0449
 BN0449.The dynamic height is computed by dividing the NAVD 88
 BN0449.geopotential number by the normal gravity value computed on the
 BN0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0449.degrees latitude (g = 980.6199 gals.).
 BN0449
 BN0449.The modeled gravity was interpolated from observed gravity values.
 BN0449
 BN0449;                    North         East    Units  Estimated Accuracy
 BN0449;SPC TX C     - 3,100,640.      753,210.      MT  (+/- 180 meters Scaled)
 BN0449
 BN0449                          SUPERSEDED SURVEY CONTROL
 BN0449
 BN0449.No superseded survey control is available for this station.
 BN0449
 BN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU253825(NAD 83)
 BN0449_MARKER: DB = BENCH MARK DISK
 BN0449_SETTING: 66 = SET IN ROCK OUTCROP
 BN0449_SP_SET: ROCK OUTCROP
 BN0449_STAMPING: T 1449 1982
 BN0449_MARK LOGO: NGS   
 BN0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0449
 BN0449  HISTORY     - Date     Condition        Report By
 BN0449  HISTORY     - 1982     MONUMENTED       NGS
 BN0449  HISTORY     - 1990     GOOD             USPSQD
 BN0449  HISTORY     - 1991     GOOD             USPSQD
 BN0449  HISTORY     - 19950731 GOOD             USPSQD
 BN0449
 BN0449                          STATION DESCRIPTION
 BN0449
 BN0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0449'10.2 KM (6.35 MI) NORTH FROM JUNCTION.
 BN0449'10.2 KM (6.35 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0449'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 0.2 KM (0.1
 BN0449'MI) SOUTH OF A GRAVELED ROAD LEADING WEST, IN A 2 BY 3 FT EXPOSED AREA
 BN0449'OF OUTCROPPING BEDROCK, 14.3 METERS (46.9 FT) EAST-NORTHEAST OF A
 BN0449'UTILITY POLE AND 10.6 METERS (34.8 FT) WEST-SOUTHWEST OF THE
 BN0449'CENTERLINE OF THE HIGHWAY.
 BN0449'THE MARK IS 7.9 METERS  ENE FROM  A WITNESS POST AND FENCE
 BN0449'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BN0449
 BN0449                          STATION RECOVERY (1990)
 BN0449
 BN0449'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0449'RECOVERED IN GOOD CONDITION.
 BN0449
 BN0449                          STATION RECOVERY (1991)
 BN0449
 BN0449'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0449'RECOVERED IN GOOD CONDITION.
 BN0449
 BN0449                          STATION RECOVERY (1995)
 BN0449
 BN0449'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0016 ***********************************************************************
 CV0016  DESIGNATION -  T 145 RESET 1957
 CV0016  PID         -  CV0016
 CV0016  STATE/COUNTY-  TX/DAWSON
 CV0016  USGS QUAD   -  PATRICIA NE (1970)
 CV0016
 CV0016                         *CURRENT SURVEY CONTROL
 CV0016  ___________________________________________________________________
 CV0016* NAD 83(1986)-  32 42 27.     (N)    102 05 57.     (W)     SCALED    
 CV0016* NAVD 88     -       909.99   (meters)    2985.5    (feet)  RESET     
 CV0016  ___________________________________________________________________
 CV0016  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CV0016
 CV0016  VERT ORDER  -  THIRD
 CV0016
 CV0016.The horizontal coordinates were scaled from a topographic map and have
 CV0016.an estimated accuracy of +/- 6 seconds.
 CV0016
 CV0016.The orthometric height was computed from unverified reset data.
 CV0016
 CV0016.The geoid height was determined by GEOID03.
 CV0016
 CV0016;                    North         East    Units  Estimated Accuracy
 CV0016;SPC TXNC     - 2,121,200.      262,640.      MT  (+/- 180 meters Scaled)
 CV0016
 CV0016                          SUPERSEDED SURVEY CONTROL
 CV0016
 CV0016.No superseded survey control is available for this station.
 CV0016
 CV0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS719225(NAD 83)
 CV0016_MARKER: DB = BENCH MARK DISK
 CV0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0016_SP_SET: CULVERT
 CV0016_STAMPING: T 145 RESET 1957
 CV0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0016
 CV0016  HISTORY     - Date     Condition        Report By
 CV0016  HISTORY     - 1957     MONUMENTED       TXHD
 CV0016
 CV0016                          STATION DESCRIPTION
 CV0016
 CV0016'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 CV0016'9.1 MI W FROM LAMESA.
 CV0016'9.1 MILES WEST ALONG U.S. HIGHWAY 180 FROM THE COURT HOUSE AT LAMESA,
 CV0016'AT THE EAST EDGE OF WEAVER MEMORIAL PARK, AT A ROAD INTERSECTION, 75
 CV0016'FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 33 FEET WEST OF
 CV0016'THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, AT A 4-GANG CONCRETE
 CV0016'CULVERT, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 CV0016'TOP OF THE NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0819 ***********************************************************************
 CT0819  DESIGNATION -  T 1450
 CT0819  PID         -  CT0819
 CT0819  STATE/COUNTY-  TX/TAYLOR
 CT0819  USGS QUAD   -  GOLDSBORO (1967)
 CT0819
 CT0819                         *CURRENT SURVEY CONTROL
 CT0819  ___________________________________________________________________
 CT0819* NAD 83(1986)-  32 06 01.     (N)    099 42 39.     (W)     SCALED    
 CT0819* NAVD 88     -       576.859  (meters)    1892.58   (feet)  ADJUSTED  
 CT0819  ___________________________________________________________________
 CT0819  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CT0819  DYNAMIC HT  -         576.102 (meters)    1890.09  (feet)  COMP
 CT0819  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 CT0819
 CT0819  VERT ORDER  -  FIRST     CLASS II
 CT0819
 CT0819.The horizontal coordinates were scaled from a topographic map and have
 CT0819.an estimated accuracy of +/- 6 seconds.
 CT0819
 CT0819.The orthometric height was determined by differential leveling
 CT0819.and adjusted by the National Geodetic Survey in June 1991..
 CT0819
 CT0819.The geoid height was determined by GEOID03.
 CT0819
 CT0819.The dynamic height is computed by dividing the NAVD 88
 CT0819.geopotential number by the normal gravity value computed on the
 CT0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0819.degrees latitude (g = 980.6199 gals.).
 CT0819
 CT0819.The modeled gravity was interpolated from observed gravity values.
 CT0819
 CT0819;                    North         East    Units  Estimated Accuracy
 CT0819;SPC TXNC     - 2,048,740.      485,710.      MT  (+/- 180 meters Scaled)
 CT0819
 CT0819                          SUPERSEDED SURVEY CONTROL
 CT0819
 CT0819.No superseded survey control is available for this station.
 CT0819
 CT0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA329517(NAD 83)
 CT0819_MARKER: DB = BENCH MARK DISK
 CT0819_SETTING: 66 = SET IN ROCK OUTCROP
 CT0819_SP_SET: ROCK OUTCROP
 CT0819_STAMPING: T 1450 1982
 CT0819_MARK LOGO: NGS   
 CT0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0819+STABILITY: POSITION/ELEVATION WELL
 CT0819
 CT0819  HISTORY     - Date     Condition        Report By
 CT0819  HISTORY     - 1982     MONUMENTED       NGS
 CT0819
 CT0819                          STATION DESCRIPTION
 CT0819
 CT0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0819'4.8 KM (3.0 MI) SE FROM LAWN.
 CT0819'4.8 KM (3.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0819'WITH FARM ROAD 604 IN LAWN, 0.4 KM (0.25 MI) NORTHWEST OF A CROSSROAD,
 CT0819'IN THE CENTER OF A 3 BY 16 FT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 CT0819'DITCH, 37.8 METERS (124.0 FT) SOUTH-SOUTHEAST OF A UTILITY POLE, 13.0
 CT0819'METERS (42.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 11.4
 CT0819'METERS (37.4 FT) SOUTH OF A Y-FENCE CORNER.
 CT0819'THE MARK IS 5.1 METERS  SW FROM  A WITNESS POST AND FENCE
 CT0819'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0684 ***********************************************************************
 CC0684  DESIGNATION -  T 1451
 CC0684  PID         -  CC0684
 CC0684  STATE/COUNTY-  TX/ECTOR
 CC0684  USGS QUAD   -  ODESSA SW (1981)
 CC0684
 CC0684                         *CURRENT SURVEY CONTROL
 CC0684  ___________________________________________________________________
 CC0684* NAD 83(1986)-  31 49 21.     (N)    102 24 31.     (W)     SCALED    
 CC0684* NAVD 88     -       891.346  (meters)    2924.36   (feet)  ADJUSTED  
 CC0684  ___________________________________________________________________
 CC0684  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CC0684  DYNAMIC HT  -         890.088 (meters)    2920.23  (feet)  COMP
 CC0684  MODELED GRAV-     979,198.0   (mgal)                       NAVD 88
 CC0684
 CC0684  VERT ORDER  -  FIRST     CLASS II
 CC0684
 CC0684.The horizontal coordinates were scaled from a topographic map and have
 CC0684.an estimated accuracy of +/- 6 seconds.
 CC0684
 CC0684.The orthometric height was determined by differential leveling
 CC0684.and adjusted by the National Geodetic Survey in June 1991..
 CC0684
 CC0684.The geoid height was determined by GEOID03.
 CC0684
 CC0684.The dynamic height is computed by dividing the NAVD 88
 CC0684.geopotential number by the normal gravity value computed on the
 CC0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0684.degrees latitude (g = 980.6199 gals.).
 CC0684
 CC0684.The modeled gravity was interpolated from observed gravity values.
 CC0684
 CC0684;                    North         East    Units  Estimated Accuracy
 CC0684;SPC TX C     - 3,240,830.      503,540.      MT  (+/- 180 meters Scaled)
 CC0684
 CC0684                          SUPERSEDED SURVEY CONTROL
 CC0684
 CC0684.No superseded survey control is available for this station.
 CC0684
 CC0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR452236(NAD 83)
 CC0684_MARKER: DV = VERTICAL CONTROL DISK
 CC0684_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0684_SP_SET: RAILROAD BRIDGE PIER
 CC0684_STAMPING: T 1451 1982
 CC0684_MARK LOGO: NGS   
 CC0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CC0684+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 CC0684
 CC0684  HISTORY     - Date     Condition        Report By
 CC0684  HISTORY     - 1982     MONUMENTED       NGS
 CC0684  HISTORY     - 19961120 GOOD             NGS
 CC0684
 CC0684                          STATION DESCRIPTION
 CC0684
 CC0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0684'4.7 KM (2.9 MI) SW FROM ODESSA.
 CC0684'4.7 KM (2.9 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0684'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, SET VERTICALLY IN
 CC0684'THE SOUTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 6 PIERS OF THE NORTH
 CC0684'BOUND LOOP 338 OVERPASS, 14.1 METERS (46.3 FT) SOUTHEAST OF THE NEAR
 CC0684'RAIL AND 9.7 METERS (31.8 FT) NORTHWEST OF THE CENTERLINE OF A PAVED
 CC0684'ROAD.
 CC0684'THE MARK IS 1.4 M ABOVE THE GROUND.
 CC0684
 CC0684                          STATION RECOVERY (1996)
 CC0684
 CC0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CC0684'4.7 KM (2.90 MI) SOUTHWESTERLY ALONG THE TEXAS PACIFIC RAILROAD FROM
 CC0684'THE JUNCTION OF U.S.  HIGHWAY 385 (GRANT AVENUE) IN ODESSA, SET
 CC0684'VERTICALLY IN THE SOUTHEAST FACE OF THE MOST NORTHEASTERLY OF 3
 CC0684'CONCRETE COLUMNS OF THE 2ND PIER NORTH OF THE SOUTH ABUTMENT OF THE
 CC0684'LOOP 338 NORTHBOUND OVERPASS OF THE RAILROAD, 14.1 M (46.3 FT)
 CC0684'SOUTHEAST OF THE NEAR RAIL, 9.7 M (31.8 FT) NORTHWEST OF THE
 CC0684'CENTERLINE OF MURPHY STREET, 5.5 M (18.0 FT) NORTHEAST OF THE CENTER
 CC0684'OF THE NORTHBOUND LANES OF THE LOOP, AND 1.4 M (4.6 FT) ABOVE THE
 CC0684'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0815 ***********************************************************************
 CU0815  DESIGNATION -  T 1452
 CU0815  PID         -  CU0815
 CU0815  STATE/COUNTY-  TX/MARTIN
 CU0815  USGS QUAD   -  STANTON (1966)
 CU0815
 CU0815                         *CURRENT SURVEY CONTROL
 CU0815  ___________________________________________________________________
 CU0815* NAD 83(1986)-  32 08 09.     (N)    101 46 12.     (W)     SCALED    
 CU0815* NAVD 88     -       820.930  (meters)    2693.33   (feet)  ADJUSTED  
 CU0815  ___________________________________________________________________
 CU0815  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 CU0815  DYNAMIC HT  -         819.796 (meters)    2689.61  (feet)  COMP
 CU0815  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 CU0815
 CU0815  VERT ORDER  -  FIRST     CLASS II
 CU0815
 CU0815.The horizontal coordinates were scaled from a topographic map and have
 CU0815.an estimated accuracy of +/- 6 seconds.
 CU0815
 CU0815.The orthometric height was determined by differential leveling
 CU0815.and adjusted by the National Geodetic Survey in June 1991..
 CU0815
 CU0815.The geoid height was determined by GEOID03.
 CU0815
 CU0815.The dynamic height is computed by dividing the NAVD 88
 CU0815.geopotential number by the normal gravity value computed on the
 CU0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0815.degrees latitude (g = 980.6199 gals.).
 CU0815
 CU0815.The modeled gravity was interpolated from observed gravity values.
 CU0815
 CU0815;                    North         East    Units  Estimated Accuracy
 CU0815;SPC TXNC     - 2,056,830.      291,510.      MT  (+/- 180 meters Scaled)
 CU0815
 CU0815                          SUPERSEDED SURVEY CONTROL
 CU0815
 CU0815.No superseded survey control is available for this station.
 CU0815
 CU0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA387588(NAD 83)
 CU0815_MARKER: I = METAL ROD
 CU0815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0815_SP_SET: STAINLESS STEEL ROD
 CU0815_STAMPING: T 1452 1982
 CU0815_MARK LOGO: NGS   
 CU0815_PROJECTION: FLUSH
 CU0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0815_ROD/PIPE-DEPTH: 4.6  meters
 CU0815
 CU0815  HISTORY     - Date     Condition        Report By
 CU0815  HISTORY     - 1982     MONUMENTED       NGS
 CU0815
 CU0815                          STATION DESCRIPTION
 CU0815
 CU0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0815'31.9 KM (19.8 MI) NE FROM MIDLAND.
 CU0815'31.9 KM (19.8 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0815'FROM THE POST OFFICE IN MIDLAND, OR 18.0 KM (11.2 MI) SOUTHWESTERLY
 CU0815'ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH U.S. HIGHWAY 87 IN
 CU0815'BIG SPRING, THENCE 13.9 KM (8.65 MI) SOUTHWESTERLY ALONG THE TEXAS AND
 CU0815'PACIFIC RAILROAD, 23.8 METERS (78.1 FT) SOUTHWEST OF THE CENTER OF A
 CU0815'SIDE ROAD LEADING SOUTHEAST, 18.7 METERS (61.4 FT) SOUTHEAST OF THE
 CU0815'CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 80, 15.8 METERS
 CU0815'(51.8 FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER 13525, 7.8 METERS
 CU0815'(25.6 FT) NORTH-NORTHWEST OF THE NEAR RAIL AND 1.4 METERS (4.6 FT)
 CU0815'SOUTHWEST OF RAILROAD MILEPOST 533.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0815'THROUGH A 5-INCH LOGO CAP.
 CU0815'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CU0815'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0788 ***********************************************************************
 CU0788  DESIGNATION -  T 1453
 CU0788  PID         -  CU0788
 CU0788  STATE/COUNTY-  TX/HOWARD
 CU0788  USGS QUAD   -  COAHOMA (1971)
 CU0788
 CU0788                         *CURRENT SURVEY CONTROL
 CU0788  ___________________________________________________________________
 CU0788* NAD 83(1986)-  32 17 26.     (N)    101 18 59.     (W)     SCALED    
 CU0788* NAVD 88     -       744.247  (meters)    2441.75   (feet)  ADJUSTED  
 CU0788  ___________________________________________________________________
 CU0788  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CU0788  DYNAMIC HT  -         743.237 (meters)    2438.44  (feet)  COMP
 CU0788  MODELED GRAV-     979,257.3   (mgal)                       NAVD 88
 CU0788
 CU0788  VERT ORDER  -  FIRST     CLASS II
 CU0788
 CU0788.The horizontal coordinates were scaled from a topographic map and have
 CU0788.an estimated accuracy of +/- 6 seconds.
 CU0788
 CU0788.The orthometric height was determined by differential leveling
 CU0788.and adjusted by the National Geodetic Survey in June 1991..
 CU0788
 CU0788.The geoid height was determined by GEOID03.
 CU0788
 CU0788.The dynamic height is computed by dividing the NAVD 88
 CU0788.geopotential number by the normal gravity value computed on the
 CU0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0788.degrees latitude (g = 980.6199 gals.).
 CU0788
 CU0788.The modeled gravity was interpolated from observed gravity values.
 CU0788
 CU0788;                    North         East    Units  Estimated Accuracy
 CU0788;SPC TXNC     - 2,072,740.      334,760.      MT  (+/- 180 meters Scaled)
 CU0788
 CU0788                          SUPERSEDED SURVEY CONTROL
 CU0788
 CU0788.No superseded survey control is available for this station.
 CU0788
 CU0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA818749(NAD 83)
 CU0788_MARKER: I = METAL ROD
 CU0788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0788_SP_SET: STAINLESS STEEL ROD
 CU0788_STAMPING: T 1453 1982
 CU0788_MARK LOGO: NGS   
 CU0788_PROJECTION: FLUSH
 CU0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0788_ROD/PIPE-DEPTH: 11.6 meters
 CU0788
 CU0788  HISTORY     - Date     Condition        Report By
 CU0788  HISTORY     - 1982     MONUMENTED       NGS
 CU0788
 CU0788                          STATION DESCRIPTION
 CU0788
 CU0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0788'17.2 KM (10.7 MI) NE FROM BIG SPRING.
 CU0788'17.2 KM (10.7 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0788'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, 0.2 KM (0.1 MI) NORTHEAST
 CU0788'OF MILEPOST 188, 36.6 METERS (120.1 FT) NORTH-NORTHWEST OF THE
 CU0788'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 16.5 METERS (54.1
 CU0788'FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 13.2 METERS (43.3 FT)
 CU0788'NORTH-NORTHWEST OF THE CENTER OF A FRONTAGE ROAD, 1.8 METERS (5.9 FT)
 CU0788'SOUTHWEST OF A UTILITY POLE AND 1.2 METERS (3.9 FT) NORTHEAST OF A
 CU0788'UTILITY POLE WITH TWO GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0788'THROUGH A 5-INCH LOGO CAP.
 CU0788'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CU0788'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0422 ***********************************************************************
 BN0422  DESIGNATION -  T 1454
 BN0422  PID         -  BN0422
 BN0422  STATE/COUNTY-  TX/EDWARDS
 BN0422  USGS QUAD   -  TELEGRAPH (1974)
 BN0422
 BN0422                         *CURRENT SURVEY CONTROL
 BN0422  ___________________________________________________________________
 BN0422* NAD 83(1986)-  30 15 51.     (N)    099 56 21.     (W)     SCALED    
 BN0422* NAVD 88     -       605.330  (meters)    1985.99   (feet)  ADJUSTED  
 BN0422  ___________________________________________________________________
 BN0422  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0422  DYNAMIC HT  -         604.447 (meters)    1983.09  (feet)  COMP
 BN0422  MODELED GRAV-     979,164.9   (mgal)                       NAVD 88
 BN0422
 BN0422  VERT ORDER  -  FIRST     CLASS II
 BN0422
 BN0422.The horizontal coordinates were scaled from a topographic map and have
 BN0422.an estimated accuracy of +/- 6 seconds.
 BN0422
 BN0422.The orthometric height was determined by differential leveling
 BN0422.and adjusted by the National Geodetic Survey in June 1991..
 BN0422
 BN0422.The geoid height was determined by GEOID03.
 BN0422
 BN0422.The dynamic height is computed by dividing the NAVD 88
 BN0422.geopotential number by the normal gravity value computed on the
 BN0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0422.degrees latitude (g = 980.6199 gals.).
 BN0422
 BN0422.The modeled gravity was interpolated from observed gravity values.
 BN0422
 BN0422;                    North         East    Units  Estimated Accuracy
 BN0422;SPC TXSC     - 4,269,780.      509,630.      MT  (+/- 180 meters Scaled)
 BN0422
 BN0422                          SUPERSEDED SURVEY CONTROL
 BN0422
 BN0422.No superseded survey control is available for this station.
 BN0422
 BN0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU096484(NAD 83)
 BN0422_MARKER: I = METAL ROD
 BN0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0422_SP_SET: STAINLESS STEEL ROD
 BN0422_STAMPING: T 1454 1982
 BN0422_MARK LOGO: NGS   
 BN0422_PROJECTION: FLUSH
 BN0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0422_ROD/PIPE-DEPTH: 3.7  meters
 BN0422
 BN0422  HISTORY     - Date     Condition        Report By
 BN0422  HISTORY     - 1982     MONUMENTED       NGS
 BN0422
 BN0422                          STATION DESCRIPTION
 BN0422
 BN0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0422'34.4 KM (21.4 MI) SW FROM JUNCTION.
 BN0422'34.4 KM (21.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0422'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT A FIELD
 BN0422'ENTRANCE, 18.0 METERS (59.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 BN0422'HIGHWAY AND 4.5 METERS (14.8 FT) SOUTHWEST OF THE CENTER OF THE
 BN0422'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BN0422'CAP.
 BN0422'THE MARK IS 1.0 METERS  SE FROM  A WITNESS POST AND FENCE
 BN0422'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0831 ***********************************************************************
 CA0831  DESIGNATION -  T 1455
 CA0831  PID         -  CA0831
 CA0831  STATE/COUNTY-  TX/BROWN
 CA0831  USGS QUAD   -  MERCURY (1987)
 CA0831
 CA0831                         *CURRENT SURVEY CONTROL
 CA0831  ___________________________________________________________________
 CA0831* NAD 83(1986)-  31 28 07.     (N)    099 09 42.     (W)     SCALED    
 CA0831* NAVD 88     -       407.875  (meters)    1338.17   (feet)  ADJUSTED  
 CA0831  ___________________________________________________________________
 CA0831  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 CA0831  DYNAMIC HT  -         407.333 (meters)    1336.39  (feet)  COMP
 CA0831  MODELED GRAV-     979,300.3   (mgal)                       NAVD 88
 CA0831
 CA0831  VERT ORDER  -  FIRST     CLASS II
 CA0831
 CA0831.The horizontal coordinates were scaled from a topographic map and have
 CA0831.an estimated accuracy of +/- 6 seconds.
 CA0831
 CA0831.The orthometric height was determined by differential leveling
 CA0831.and adjusted by the National Geodetic Survey in June 1991..
 CA0831
 CA0831.The geoid height was determined by GEOID03.
 CA0831
 CA0831.The dynamic height is computed by dividing the NAVD 88
 CA0831.geopotential number by the normal gravity value computed on the
 CA0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0831.degrees latitude (g = 980.6199 gals.).
 CA0831
 CA0831.The modeled gravity was interpolated from observed gravity values.
 CA0831
 CA0831;                    North         East    Units  Estimated Accuracy
 CA0831;SPC TX C     - 3,200,340.      811,340.      MT  (+/- 180 meters Scaled)
 CA0831
 CA0831                          SUPERSEDED SURVEY CONTROL
 CA0831
 CA0831.No superseded survey control is available for this station.
 CA0831
 CA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV846815(NAD 83)
 CA0831_MARKER: DB = BENCH MARK DISK
 CA0831_SETTING: 66 = SET IN ROCK OUTCROP
 CA0831_SP_SET: ROCK OUTCROP
 CA0831_STAMPING: T 1455 1982
 CA0831_MARK LOGO: NGS   
 CA0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0831+STABILITY: POSITION/ELEVATION WELL
 CA0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0831+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0831
 CA0831  HISTORY     - Date     Condition        Report By
 CA0831  HISTORY     - 1982     MONUMENTED       NGS
 CA0831  HISTORY     - 20060319 GOOD             USPSQD
 CA0831
 CA0831                          STATION DESCRIPTION
 CA0831
 CA0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0831'34.2 KM (21.25 MI) SW FROM BROWNWOOD.
 CA0831'34.2 KM (21.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0831'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, IN A LARGE ROCK
 CA0831'LEDGE ALONG THE COLORADO RIVER, 57.9 METERS (190.0 FT) EAST OF THE
 CA0831'CENTERLINE OF THE HIGHWAY, 38.4 METERS (126.0 FT) EAST OF A FENCE,
 CA0831'37.5 METERS (123.0 FT) EAST OF A UTILITY POLE AND 0.3 METER (1.0 FT)
 CA0831'NORTH OF THE SOUTH EDGE OF THE LEDGE.
 CA0831'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 CA0831'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 CA0831
 CA0831                          STATION RECOVERY (2006)
 CA0831
 CA0831'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0831'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0855 ***********************************************************************
 CA0855  DESIGNATION -  T 1456
 CA0855  PID         -  CA0855
 CA0855  STATE/COUNTY-  TX/BROWN
 CA0855  USGS QUAD   -  BANGS EAST (1987)
 CA0855
 CA0855                         *CURRENT SURVEY CONTROL
 CA0855  ___________________________________________________________________
 CA0855* NAD 83(1986)-  31 43 26.     (N)    099 02 13.     (W)     SCALED    
 CA0855* NAVD 88     -       458.734  (meters)    1505.03   (feet)  ADJUSTED  
 CA0855  ___________________________________________________________________
 CA0855  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CA0855  DYNAMIC HT  -         458.134 (meters)    1503.06  (feet)  COMP
 CA0855  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 CA0855
 CA0855  VERT ORDER  -  FIRST     CLASS II
 CA0855
 CA0855.The horizontal coordinates were scaled from a topographic map and have
 CA0855.an estimated accuracy of +/- 6 seconds.
 CA0855
 CA0855.The orthometric height was determined by differential leveling
 CA0855.and adjusted by the National Geodetic Survey in June 1991..
 CA0855.WARNING-Repeat measurements at this control monument indicate possible
 CA0855.vertical movement.
 CA0855
 CA0855.The geoid height was determined by GEOID03.
 CA0855
 CA0855.The dynamic height is computed by dividing the NAVD 88
 CA0855.geopotential number by the normal gravity value computed on the
 CA0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0855.degrees latitude (g = 980.6199 gals.).
 CA0855
 CA0855.The modeled gravity was interpolated from observed gravity values.
 CA0855
 CA0855;                    North         East    Units  Estimated Accuracy
 CA0855;SPC TX C     - 3,228,780.      822,860.      MT  (+/- 180 meters Scaled)
 CA0855
 CA0855                          SUPERSEDED SURVEY CONTROL
 CA0855
 CA0855.No superseded survey control is available for this station.
 CA0855
 CA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA965098(NAD 83)
 CA0855_MARKER: DB = BENCH MARK DISK
 CA0855_SETTING: 66 = SET IN ROCK OUTCROP
 CA0855_SP_SET: ROCK OUTCROP
 CA0855_STAMPING: T 1456 1982
 CA0855_MARK LOGO: NGS   
 CA0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0855+STABILITY: POSITION/ELEVATION WELL
 CA0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0855+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0855
 CA0855  HISTORY     - Date     Condition        Report By
 CA0855  HISTORY     - 1982     MONUMENTED       NGS
 CA0855  HISTORY     - 1982     GOOD             NGS
 CA0855  HISTORY     - 1983     GOOD             NGS
 CA0855  HISTORY     - 20060320 GOOD             USPSQD
 CA0855
 CA0855                          STATION DESCRIPTION
 CA0855
 CA0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0855'5.9 KM (3.65 MI) WEST FROM BROWNWOOD.
 CA0855'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0855'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, IN THE CENTER OF A 4 BY 4
 CA0855'FT EXPOSED AREA OF OUTCROPPING BEDROCK ON THE TOP OF A HIGHWAY CUT,
 CA0855'20.3 METERS (66.6 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 CA0855'OF THE HIGHWAY, 16.0 METERS (52.5 FT) SOUTH OF A FENCE AND 16.0 METERS
 CA0855'(52.5 FT) SOUTH-SOUTHWEST OF A UTILITY POLE.
 CA0855'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CA0855'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 CA0855
 CA0855                          STATION RECOVERY (1982)
 CA0855
 CA0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0855'RECOVERED IN GOOD CONDITION.
 CA0855
 CA0855                          STATION RECOVERY (1983)
 CA0855
 CA0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0855'RECOVERED IN GOOD CONDITION.
 CA0855
 CA0855                          STATION RECOVERY (2006)
 CA0855
 CA0855'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0855'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0831 ***********************************************************************
 CT0831  DESIGNATION -  T 1457
 CT0831  PID         -  CT0831
 CT0831  STATE/COUNTY-  TX/TAYLOR
 CT0831  USGS QUAD   -  TUSCOLA (1967)
 CT0831
 CT0831                         *CURRENT SURVEY CONTROL
 CT0831  ___________________________________________________________________
 CT0831* NAD 83(1986)-  32 13 08.     (N)    099 46 49.     (W)     SCALED    
 CT0831* NAVD 88     -       603.687  (meters)    1980.60   (feet)  ADJUSTED  
 CT0831  ___________________________________________________________________
 CT0831  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CT0831  DYNAMIC HT  -         602.897 (meters)    1978.00  (feet)  COMP
 CT0831  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 CT0831
 CT0831  VERT ORDER  -  FIRST     CLASS II
 CT0831
 CT0831.The horizontal coordinates were scaled from a topographic map and have
 CT0831.an estimated accuracy of +/- 6 seconds.
 CT0831
 CT0831.The orthometric height was determined by differential leveling
 CT0831.and adjusted by the National Geodetic Survey in June 1991..
 CT0831
 CT0831.The geoid height was determined by GEOID03.
 CT0831
 CT0831.The dynamic height is computed by dividing the NAVD 88
 CT0831.geopotential number by the normal gravity value computed on the
 CT0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0831.degrees latitude (g = 980.6199 gals.).
 CT0831
 CT0831.The modeled gravity was interpolated from observed gravity values.
 CT0831
 CT0831;                    North         East    Units  Estimated Accuracy
 CT0831;SPC TXNC     - 2,061,970.      479,320.      MT  (+/- 180 meters Scaled)
 CT0831
 CT0831                          SUPERSEDED SURVEY CONTROL
 CT0831
 CT0831.No superseded survey control is available for this station.
 CT0831
 CT0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA264649(NAD 83)
 CT0831_MARKER: I = METAL ROD
 CT0831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0831_SP_SET: STAINLESS STEEL ROD
 CT0831_STAMPING: T 1457 1982
 CT0831_MARK LOGO: NGS   
 CT0831_PROJECTION: FLUSH
 CT0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0831_ROD/PIPE-DEPTH: 4.3  meters
 CT0831
 CT0831  HISTORY     - Date     Condition        Report By
 CT0831  HISTORY     - 1982     MONUMENTED       NGS
 CT0831  HISTORY     - 19940706 GOOD             USPSQD
 CT0831
 CT0831                          STATION DESCRIPTION
 CT0831
 CT0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0831'12.8 KM (7.95 MI) NW FROM LAWN.
 CT0831'10.6 KM (6.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0831'WITH FARM ROAD 604 IN LAWN, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY
 CT0831'ALONG U.S. HIGHWAY 83, 0.3 KM (0.2 MI) SOUTHWEST OF A PRIVATE DRIVEWAY
 CT0831'LEADING SOUTH AND 15.2 METERS (49.9 FT) SOUTH-SOUTHEAST OF THE
 CT0831'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CT0831'A 5-INCH LOGO CAP.
 CT0831'THE MARK IS 0.2 METERS  NNW FROM  A WITNESS POST AND FENCE
 CT0831'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CT0831
 CT0831                          STATION RECOVERY (1994)
 CT0831
 CT0831'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0743 ***********************************************************************
 CU0743  DESIGNATION -  T 1458
 CU0743  PID         -  CU0743
 CU0743  STATE/COUNTY-  TX/NOLAN
 CU0743  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0743
 CU0743                         *CURRENT SURVEY CONTROL
 CU0743  ___________________________________________________________________
 CU0743* NAD 83(1986)-  32 29 31.     (N)    100 19 08.     (W)     SCALED    
 CU0743* NAVD 88     -       637.891  (meters)    2092.81   (feet)  ADJUSTED  
 CU0743  ___________________________________________________________________
 CU0743  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CU0743  DYNAMIC HT  -         637.046 (meters)    2090.04  (feet)  COMP
 CU0743  MODELED GRAV-     979,293.8   (mgal)                       NAVD 88
 CU0743
 CU0743  VERT ORDER  -  FIRST     CLASS II
 CU0743
 CU0743.The horizontal coordinates were scaled from a topographic map and have
 CU0743.an estimated accuracy of +/- 6 seconds.
 CU0743
 CU0743.The orthometric height was determined by differential leveling
 CU0743.and adjusted by the National Geodetic Survey in June 1991..
 CU0743
 CU0743.The geoid height was determined by GEOID03.
 CU0743
 CU0743.The dynamic height is computed by dividing the NAVD 88
 CU0743.geopotential number by the normal gravity value computed on the
 CU0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0743.degrees latitude (g = 980.6199 gals.).
 CU0743
 CU0743.The modeled gravity was interpolated from observed gravity values.
 CU0743
 CU0743;                    North         East    Units  Estimated Accuracy
 CU0743;SPC TXNC     - 2,093,000.      429,070.      MT  (+/- 180 meters Scaled)
 CU0743
 CU0743                          SUPERSEDED SURVEY CONTROL
 CU0743
 CU0743.No superseded survey control is available for this station.
 CU0743
 CU0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA760957(NAD 83)
 CU0743_MARKER: I = METAL ROD
 CU0743_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0743+WITH SETTING: INFORMATION.
 CU0743_SP_SET: SHALLOW SET METAL ROD
 CU0743_STAMPING: T 1458 1982
 CU0743_MARK LOGO: NGS   
 CU0743_PROJECTION: FLUSH
 CU0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0743_ROD/PIPE-DEPTH: 1.2  meters
 CU0743
 CU0743  HISTORY     - Date     Condition        Report By
 CU0743  HISTORY     - 1982     MONUMENTED       NGS
 CU0743
 CU0743                          STATION DESCRIPTION
 CU0743
 CU0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0743'8.9 KM (5.55 MI) EAST FROM SWEETWATER.
 CU0743'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0743'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0743'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0743'4.5 KM (2.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.4 KM (0.25 MI)
 CU0743'WEST OF MILEPOST 251, 57.6 METERS (189.0 FT) WEST OF THE NORTH LEG OF
 CU0743'A HIGHWAY INFORMATION SIGN (EXIT 249 F.M. 1856 1 MILE), 29.5 METERS
 CU0743'(96.8 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF
 CU0743'THE HIGHWAY, 11.2 METERS (36.7 FT) NORTH-NORTHWEST OF THE CENTER OF A
 CU0743'FRONTAGE ROAD AND 1.0 METER (3.3 FT) WEST-SOUTHWEST OF A T-FENCE
 CU0743'CORNER.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM
 CU0743'POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0743'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST AND FENCE
 CU0743'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0769 ***********************************************************************
 CU0769  DESIGNATION -  T 1459
 CU0769  PID         -  CU0769
 CU0769  STATE/COUNTY-  TX/MITCHELL
 CU0769  USGS QUAD   -  CEDAR BEND (1979)
 CU0769
 CU0769                         *CURRENT SURVEY CONTROL
 CU0769  ___________________________________________________________________
 CU0769* NAD 83(1986)-  32 23 20.     (N)    100 56 55.     (W)     SCALED    
 CU0769* NAVD 88     -       637.355  (meters)    2091.06   (feet)  ADJUSTED  
 CU0769  ___________________________________________________________________
 CU0769  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CU0769  DYNAMIC HT  -         636.503 (meters)    2088.26  (feet)  COMP
 CU0769  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 CU0769
 CU0769  VERT ORDER  -  FIRST     CLASS II
 CU0769
 CU0769.The horizontal coordinates were scaled from a topographic map and have
 CU0769.an estimated accuracy of +/- 6 seconds.
 CU0769
 CU0769.The orthometric height was determined by differential leveling
 CU0769.and adjusted by the National Geodetic Survey in June 1991..
 CU0769
 CU0769.The geoid height was determined by GEOID03.
 CU0769
 CU0769.The dynamic height is computed by dividing the NAVD 88
 CU0769.geopotential number by the normal gravity value computed on the
 CU0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0769.degrees latitude (g = 980.6199 gals.).
 CU0769
 CU0769.The modeled gravity was interpolated from observed gravity values.
 CU0769
 CU0769;                    North         East    Units  Estimated Accuracy
 CU0769;SPC TXNC     - 2,082,770.      369,640.      MT  (+/- 180 meters Scaled)
 CU0769
 CU0769                          SUPERSEDED SURVEY CONTROL
 CU0769
 CU0769.No superseded survey control is available for this station.
 CU0769
 CU0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA167852(NAD 83)
 CU0769_MARKER: DB = BENCH MARK DISK
 CU0769_SETTING: 66 = SET IN ROCK OUTCROP
 CU0769_SP_SET: ROCK OUTCROP
 CU0769_STAMPING: T 1459 1982
 CU0769_MARK LOGO: NGS   
 CU0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0769+STABILITY: POSITION/ELEVATION WELL
 CU0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0769+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2001
 CU0769
 CU0769  HISTORY     - Date     Condition        Report By
 CU0769  HISTORY     - 1982     MONUMENTED       NGS
 CU0769  HISTORY     - 20010517 GOOD             JCLS
 CU0769
 CU0769                          STATION DESCRIPTION
 CU0769
 CU0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0769'8.7 KM (5.4 MI) SW FROM COLORADO CITY.
 CU0769'8.7 KM (5.4 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0769'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, IN THE CENTER OF THE
 CU0769'EASTERN THIRD OF A 4 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.1
 CU0769'KM (0.05 MI) EAST OF THE EAST END OF A BRIDGE OVER MORGAN CREEK, 30.0
 CU0769'METERS (98.4 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 CU0769'THE HIGHWAY, 9.7 METERS (31.8 FT) NORTH OF THE CENTER OF A FRONTAGE
 CU0769'ROAD, 2.3 METERS (7.5 FT) EAST OF A FENCE CORNER AND 0.6 METER (2.0
 CU0769'FT) SOUTH OF A FENCE.
 CU0769'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0769'THE MARK IS 1.0 M ABOVE THE FRONTAGE ROAD.
 CU0769
 CU0769                          STATION RECOVERY (2001)
 CU0769
 CU0769'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 CU0769' 
 CU0769' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0097 ***********************************************************************
 CE0097  DESIGNATION -  T 146
 CE0097  PID         -  CE0097
 CE0097  STATE/COUNTY-  TX/EL PASO
 CE0097  USGS QUAD   -  FORT BLISS SE (1994)
 CE0097
 CE0097                         *CURRENT SURVEY CONTROL
 CE0097  ___________________________________________________________________
 CE0097* NAD 83(1986)-  31 50 48.     (N)    106 22 18.     (W)     SCALED    
 CE0097* NAVD 88     -      1199.309  (meters)    3934.73   (feet)  POSTED    
 CE0097  ___________________________________________________________________
 CE0097  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CE0097  DYNAMIC HT  -        1197.480 (meters)    3928.73  (feet)  COMP
 CE0097  MODELED GRAV-     979,072.8   (mgal)                       NAVD 88
 CE0097
 CE0097  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0097
 CE0097.The horizontal coordinates were scaled from a topographic map and have
 CE0097.an estimated accuracy of +/- 6 seconds.
 CE0097
 CE0097.The orthometric height was determined by differential leveling
 CE0097.and adjusted by the National Geodetic Survey in 1992..
 CE0097.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0097.rate of 0.0 thru 1.0 mm/km.
 CE0097
 CE0097.The geoid height was determined by GEOID03.
 CE0097
 CE0097.The dynamic height is computed by dividing the NAVD 88
 CE0097.geopotential number by the normal gravity value computed on the
 CE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0097.degrees latitude (g = 980.6199 gals.).
 CE0097
 CE0097.The modeled gravity was interpolated from observed gravity values.
 CE0097
 CE0097;                    North         East    Units  Estimated Accuracy
 CE0097;SPC TX C     - 3,257,180.      128,760.      MT  (+/- 180 meters Scaled)
 CE0097
 CE0097                          SUPERSEDED SURVEY CONTROL
 CE0097
 CE0097  NGVD 29 (??/??/92) 1198.768  (m)         3932.96   (f) ADJ UNCH    1 2
 CE0097
 CE0097.Superseded values are not recommended for survey control.
 CE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0097.See file dsdata.txt to determine how the superseded data were derived.
 CE0097
 CE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR702242(NAD 83)
 CE0097_MARKER: DB = BENCH MARK DISK
 CE0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0097_STAMPING: T 146 1954
 CE0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0097+STABILITY: SURFACE MOTION
 CE0097
 CE0097  HISTORY     - Date     Condition        Report By
 CE0097  HISTORY     - 1954     MONUMENTED       CGS
 CE0097  HISTORY     - 19920428 MARK NOT FOUND   USGS
 CE0097
 CE0097                          STATION DESCRIPTION
 CE0097
 CE0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0097'9.15 MI E FROM EL PASO.
 CE0097'6.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0097'UNION STATION AT EL PASO, THENCE 2.8 MILES EAST ALONG THE BIGGS FIELD
 CE0097'ROAD, 1.9 MILES NORTHEAST OF THE CONTROL TOWER AT BIGGS FIELD, 44 FEET
 CE0097'EAST OF THE EAST EDGE OF THE NORTH AND SOUTH RUNWAY, 0.15 MILE WEST OF
 CE0097'A LOOKOUT TOWER, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CE0097'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CE0097
 CE0097                          STATION RECOVERY (1992)
 CE0097
 CE0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0857 ***********************************************************************
 CU0857  DESIGNATION -  T 1460
 CU0857  PID         -  CU0857
 CU0857  STATE/COUNTY-  TX/SCURRY
 CU0857  USGS QUAD   -  HERMLEIGH (1979)
 CU0857
 CU0857                         *CURRENT SURVEY CONTROL
 CU0857  ___________________________________________________________________
 CU0857* NAD 83(1986)-  32 38 26.     (N)    100 46 09.     (W)     SCALED    
 CU0857* NAVD 88     -       744.653  (meters)    2443.08   (feet)  ADJUSTED  
 CU0857  ___________________________________________________________________
 CU0857  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CU0857  DYNAMIC HT  -         743.656 (meters)    2439.81  (feet)  COMP
 CU0857  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 CU0857
 CU0857  VERT ORDER  -  FIRST     CLASS II
 CU0857
 CU0857.The horizontal coordinates were scaled from a topographic map and have
 CU0857.an estimated accuracy of +/- 6 seconds.
 CU0857
 CU0857.The orthometric height was determined by differential leveling
 CU0857.and adjusted by the National Geodetic Survey in June 1991..
 CU0857
 CU0857.The geoid height was determined by GEOID03.
 CU0857
 CU0857.The dynamic height is computed by dividing the NAVD 88
 CU0857.geopotential number by the normal gravity value computed on the
 CU0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0857.degrees latitude (g = 980.6199 gals.).
 CU0857
 CU0857.The modeled gravity was interpolated from observed gravity values.
 CU0857
 CU0857;                    North         East    Units  Estimated Accuracy
 CU0857;SPC TXNC     - 2,110,290.      387,120.      MT  (+/- 180 meters Scaled)
 CU0857
 CU0857                          SUPERSEDED SURVEY CONTROL
 CU0857
 CU0857.No superseded survey control is available for this station.
 CU0857
 CU0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB340128(NAD 83)
 CU0857_MARKER: I = METAL ROD
 CU0857_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0857_SP_SET: STAINLESS STEEL ROD
 CU0857_STAMPING: T 1460 1982
 CU0857_MARK LOGO: NGS   
 CU0857_PROJECTION: FLUSH
 CU0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0857_ROD/PIPE-DEPTH: 6.1  meters
 CU0857
 CU0857  HISTORY     - Date     Condition        Report By
 CU0857  HISTORY     - 1982     MONUMENTED       NGS
 CU0857
 CU0857                          STATION DESCRIPTION
 CU0857
 CU0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0857'12.2 KM (7.6 MI) SE FROM SNYDER.
 CU0857'12.2 KM (7.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0857'JUNCTION WITH U.S. HIGHWAY 180 IN SNYDER, 0.4 KM (0.25 MI) NORTHWEST
 CU0857'OF A GRAVELED CROSSROAD, AT A POWERLINE CROSSING, 32.3 METERS (106.0
 CU0857'FT) EAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND A 25 BY
 CU0857'25 FT RED BRICK BUILDING, 22.1 METERS (72.5 FT) SOUTH OF THE SOUTHWEST
 CU0857'END OF A BOX CULVERT, 20.8 METERS (68.2 FT) SOUTHEAST OF THE CENTER OF
 CU0857'THE EAST END OF A PIPE CULVERT, 20.5 METERS (67.3 FT) SOUTHWEST OF THE
 CU0857'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 14.1 METERS
 CU0857'(46.3 FT) NORTHEAST OF THE NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC
 CU0857'RAILROAD AND 1.4 METERS (4.6 FT) NORTH-NORTHWEST OF A UTILITY POLE.
 CU0857'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0857'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CU0857'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0840 ***********************************************************************
 CU0840  DESIGNATION -  T 1461
 CU0840  PID         -  CU0840
 CU0840  STATE/COUNTY-  TX/SCURRY
 CU0840  USGS QUAD   -  DERMOTT (1954)
 CU0840
 CU0840                         *CURRENT SURVEY CONTROL
 CU0840  ___________________________________________________________________
 CU0840* NAD 83(1986)-  32 50 38.     (N)    101 00 06.     (W)     SCALED    
 CU0840* NAVD 88     -       750.276  (meters)    2461.53   (feet)  ADJUSTED  
 CU0840  ___________________________________________________________________
 CU0840  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CU0840  DYNAMIC HT  -         749.298 (meters)    2458.32  (feet)  COMP
 CU0840  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 CU0840
 CU0840  VERT ORDER  -  FIRST     CLASS II
 CU0840
 CU0840.The horizontal coordinates were scaled from a topographic map and have
 CU0840.an estimated accuracy of +/- 6 seconds.
 CU0840
 CU0840.The orthometric height was determined by differential leveling
 CU0840.and adjusted by the National Geodetic Survey in June 1991..
 CU0840
 CU0840.The geoid height was determined by GEOID03.
 CU0840
 CU0840.The dynamic height is computed by dividing the NAVD 88
 CU0840.geopotential number by the normal gravity value computed on the
 CU0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0840.degrees latitude (g = 980.6199 gals.).
 CU0840
 CU0840.The modeled gravity was interpolated from observed gravity values.
 CU0840
 CU0840;                    North         East    Units  Estimated Accuracy
 CU0840;SPC TXNC     - 2,133,330.      365,850.      MT  (+/- 180 meters Scaled)
 CU0840
 CU0840                          SUPERSEDED SURVEY CONTROL
 CU0840
 CU0840.No superseded survey control is available for this station.
 CU0840
 CU0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB126357(NAD 83)
 CU0840_MARKER: I = METAL ROD
 CU0840_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0840_SP_SET: STAINLESS STEEL ROD
 CU0840_STAMPING: T 1461 1982
 CU0840_MARK LOGO: NGS   
 CU0840_PROJECTION: FLUSH
 CU0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0840_ROD/PIPE-DEPTH: 6.1  meters
 CU0840
 CU0840  HISTORY     - Date     Condition        Report By
 CU0840  HISTORY     - 1982     MONUMENTED       NGS
 CU0840
 CU0840                          STATION DESCRIPTION
 CU0840
 CU0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0840'20.8 KM (12.85 MI) NW FROM SNYDER.
 CU0840'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0840'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0840'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0840'NORTH ALONG FARM ROAD 1611, THENCE 7.0 KM (4.35 MI) NORTHWESTERLY
 CU0840'ALONG U.S. HIGHWAY 84, 0.6 KM (0.35 MI) SOUTHEAST OF A WHITE FARM
 CU0840'HOUSE, 87.2 METERS (286.1 FT) NORTHWEST OF THE NORTH END OF A
 CU0840'MULTI-BOX CULVERT, 19.7 METERS (64.6 FT) NORTHEAST OF THE CENTERLINE
 CU0840'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 1.1 METERS (3.6 FT)
 CU0840'NORTHWEST OF A T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0840'THROUGH A 5-INCH LOGO CAP.
 CU0840'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CU0840'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0480 ***********************************************************************
 DP0480  DESIGNATION -  T 1462
 DP0480  PID         -  DP0480
 DP0480  STATE/COUNTY-  TX/GARZA
 DP0480  USGS QUAD   -  JUSTICEBURG (1969)
 DP0480
 DP0480                         *CURRENT SURVEY CONTROL
 DP0480  ___________________________________________________________________
 DP0480* NAD 83(1986)-  33 03 33.     (N)    101 12 57.     (W)     SCALED    
 DP0480* NAVD 88     -       694.827  (meters)    2279.61   (feet)  ADJUSTED  
 DP0480  ___________________________________________________________________
 DP0480  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DP0480  DYNAMIC HT  -         693.951 (meters)    2276.74  (feet)  COMP
 DP0480  MODELED GRAV-     979,354.3   (mgal)                       NAVD 88
 DP0480
 DP0480  VERT ORDER  -  FIRST     CLASS II
 DP0480
 DP0480.The horizontal coordinates were scaled from a topographic map and have
 DP0480.an estimated accuracy of +/- 6 seconds.
 DP0480
 DP0480.The orthometric height was determined by differential leveling
 DP0480.and adjusted by the National Geodetic Survey in June 1991..
 DP0480
 DP0480.The geoid height was determined by GEOID03.
 DP0480
 DP0480.The dynamic height is computed by dividing the NAVD 88
 DP0480.geopotential number by the normal gravity value computed on the
 DP0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0480.degrees latitude (g = 980.6199 gals.).
 DP0480
 DP0480.The modeled gravity was interpolated from observed gravity values.
 DP0480
 DP0480;                    North         East    Units  Estimated Accuracy
 DP0480;SPC TXNC     - 2,157,690.      346,430.      MT  (+/- 180 meters Scaled)
 DP0480
 DP0480                          SUPERSEDED SURVEY CONTROL
 DP0480
 DP0480.No superseded survey control is available for this station.
 DP0480
 DP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB931600(NAD 83)
 DP0480_MARKER: I = METAL ROD
 DP0480_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP0480+WITH SETTING: INFORMATION.
 DP0480_SP_SET: SHALLOW SET METAL ROD
 DP0480_STAMPING: T 1462 1982
 DP0480_MARK LOGO: NGS   
 DP0480_PROJECTION: FLUSH
 DP0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0480_ROD/PIPE-DEPTH: 0.9  meters
 DP0480
 DP0480  HISTORY     - Date     Condition        Report By
 DP0480  HISTORY     - 1982     MONUMENTED       NGS
 DP0480
 DP0480                          STATION DESCRIPTION
 DP0480
 DP0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0480'21.7 KM (13.5 MI) SE FROM POST.
 DP0480'21.7 KM (13.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0480'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 18.9 METERS
 DP0480'(62.0 FT) SOUTHEAST OF A UTILITY POLE AND 14.0 METERS (45.9 FT)
 DP0480'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DP0480'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM
 DP0480'POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0480'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DP0480'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0452 ***********************************************************************
 DP0452  DESIGNATION -  T 1463
 DP0452  PID         -  DP0452
 DP0452  STATE/COUNTY-  TX/GARZA
 DP0452  USGS QUAD   -  POST WEST (1969)
 DP0452
 DP0452                         *CURRENT SURVEY CONTROL
 DP0452  ___________________________________________________________________
 DP0452* NAD 83(1986)-  33 12 55.     (N)    101 25 37.     (W)     SCALED    
 DP0452* NAVD 88     -       892.142  (meters)    2926.97   (feet)  ADJUSTED  
 DP0452  ___________________________________________________________________
 DP0452  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 DP0452  DYNAMIC HT  -         890.986 (meters)    2923.18  (feet)  COMP
 DP0452  MODELED GRAV-     979,311.3   (mgal)                       NAVD 88
 DP0452
 DP0452  VERT ORDER  -  FIRST     CLASS II
 DP0452
 DP0452.The horizontal coordinates were scaled from a topographic map and have
 DP0452.an estimated accuracy of +/- 6 seconds.
 DP0452
 DP0452.The orthometric height was determined by differential leveling
 DP0452.and adjusted by the National Geodetic Survey in June 1991..
 DP0452
 DP0452.The geoid height was determined by GEOID03.
 DP0452
 DP0452.The dynamic height is computed by dividing the NAVD 88
 DP0452.geopotential number by the normal gravity value computed on the
 DP0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0452.degrees latitude (g = 980.6199 gals.).
 DP0452
 DP0452.The modeled gravity was interpolated from observed gravity values.
 DP0452
 DP0452;                    North         East    Units  Estimated Accuracy
 DP0452;SPC TXNC     - 2,175,530.      327,200.      MT  (+/- 180 meters Scaled)
 DP0452
 DP0452                          SUPERSEDED SURVEY CONTROL
 DP0452
 DP0452.No superseded survey control is available for this station.
 DP0452
 DP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB738777(NAD 83)
 DP0452_MARKER: I = METAL ROD
 DP0452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0452_SP_SET: STAINLESS STEEL ROD
 DP0452_STAMPING: T 1463 1982
 DP0452_MARK LOGO: NGS   
 DP0452_PROJECTION: FLUSH
 DP0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0452+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0452_ROD/PIPE-DEPTH: 4.6  meters
 DP0452
 DP0452  HISTORY     - Date     Condition        Report By
 DP0452  HISTORY     - 1982     MONUMENTED       NGS
 DP0452  HISTORY     - 19890630 GOOD             NGS
 DP0452
 DP0452                          STATION DESCRIPTION
 DP0452
 DP0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0452'5.8 KM (3.6 MI) NW FROM POST.
 DP0452'5.8 KM (3.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 DP0452'WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 54.6 METERS (179.1 FT)
 DP0452'NORTHWEST OF THE CENTER OF A FIELD ENTRANCE, 38.7 METERS (127.0 FT)
 DP0452'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DP0452'HIGHWAY AND 35.7 METERS (117.1 FT) NORTHEAST OF THE EAST END OF A
 DP0452'GUARD RAIL.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DP0452'CAP.
 DP0452'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 DP0452'THE MARK IS 1.7 M BELOW THE HIGHWAY.
 DP0452
 DP0452                          STATION RECOVERY (1989)
 DP0452
 DP0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1649 ***********************************************************************
 AY1649  DESIGNATION -  T 1464
 AY1649  PID         -  AY1649
 AY1649  STATE/COUNTY-  TX/BEXAR
 AY1649  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1649
 AY1649                         *CURRENT SURVEY CONTROL
 AY1649  ___________________________________________________________________
 AY1649* NAD 83(1986)-  29 25 39.     (N)    098 31 58.     (W)     SCALED    
 AY1649* NAVD 88     -       207.768  (meters)     681.65   (feet)  ADJUSTED  
 AY1649  ___________________________________________________________________
 AY1649  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AY1649  DYNAMIC HT  -         207.465 (meters)     680.66  (feet)  COMP
 AY1649  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 AY1649
 AY1649  VERT ORDER  -  FIRST     CLASS II
 AY1649
 AY1649.The horizontal coordinates were scaled from a topographic map and have
 AY1649.an estimated accuracy of +/- 6 seconds.
 AY1649
 AY1649.The orthometric height was determined by differential leveling
 AY1649.and adjusted by the National Geodetic Survey in June 1991..
 AY1649
 AY1649.The geoid height was determined by GEOID03.
 AY1649
 AY1649.The dynamic height is computed by dividing the NAVD 88
 AY1649.geopotential number by the normal gravity value computed on the
 AY1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1649.degrees latitude (g = 980.6199 gals.).
 AY1649
 AY1649.The modeled gravity was interpolated from observed gravity values.
 AY1649
 AY1649;                    North         East    Units  Estimated Accuracy
 AY1649;SPC TXSC     - 4,176,770.      645,330.      MT  (+/- 180 meters Scaled)
 AY1649
 AY1649                          SUPERSEDED SURVEY CONTROL
 AY1649
 AY1649.No superseded survey control is available for this station.
 AY1649
 AY1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT453554(NAD 83)
 AY1649_MARKER: I = METAL ROD
 AY1649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1649_SP_SET: STAINLESS STEEL ROD
 AY1649_STAMPING: T 1464 1982
 AY1649_MARK LOGO: NGS   
 AY1649_PROJECTION: FLUSH
 AY1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1649_ROD/PIPE-DEPTH: 6.1  meters
 AY1649
 AY1649  HISTORY     - Date     Condition        Report By
 AY1649  HISTORY     - 1982     MONUMENTED       NGS
 AY1649  HISTORY     - 19950510 GOOD             USPSQD
 AY1649
 AY1649                          STATION DESCRIPTION
 AY1649
 AY1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1649'IN SAN ANTONIO.
 AY1649'IN SAN ANTONIO, AT THE JUNCTION OF BUENA VISTA AND SOUTH PICOSO
 AY1649'STREET, AT THE NORTHEAST CORNER OF PROPERTY OF THE TRINIDAD LUTHERAN
 AY1649'CHURCH, 10.7 METERS (35.0 FT) SOUTH OF CENTERLINE OF BUENA VISTA
 AY1649'EASTBOUND, 11.6 METERS (38.0 FT) WEST OF A STREET, 5.2 METERS
 AY1649'(17.0 FT) SOUTHWEST OF POWERLINE POLE, 5.2 METERS (17.11 FT) NORTH OF
 AY1649'THE NORTHEAST CORNER OF SMALL CHURCH BUILDING, 2.2 METERS (7.3 FT)
 AY1649'EAST OF THE EAST EDGE OF CONCRETE ENTRANCE WALK, 3.0 METERS (9.9 FT)
 AY1649'NORTH OF THE NORTHEAST CORNER OF CONCRETE CHURCH STEPS, AND 2.7 METERS
 AY1649'(9.0 FT) SOUTH SOUTHWEST OF A METAL WATER METER COVER.
 AY1649'THE MARK IS 0.30 M ABOVE STREET.
 AY1649
 AY1649                          STATION RECOVERY (1995)
 AY1649
 AY1649'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1693 ***********************************************************************
 AY1693  DESIGNATION -  T 1465
 AY1693  PID         -  AY1693
 AY1693  STATE/COUNTY-  TX/KENDALL
 AY1693  USGS QUAD   -  COMFORT (1982)
 AY1693
 AY1693                         *CURRENT SURVEY CONTROL
 AY1693  ___________________________________________________________________
 AY1693* NAD 83(1986)-  29 56 55.     (N)    098 52 48.     (W)     SCALED    
 AY1693* NAVD 88     -       446.372  (meters)    1464.47   (feet)  ADJUSTED  
 AY1693  ___________________________________________________________________
 AY1693  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AY1693  DYNAMIC HT  -         445.736 (meters)    1462.39  (feet)  COMP
 AY1693  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 AY1693
 AY1693  VERT ORDER  -  FIRST     CLASS II
 AY1693
 AY1693.The horizontal coordinates were scaled from a topographic map and have
 AY1693.an estimated accuracy of +/- 6 seconds.
 AY1693
 AY1693.The orthometric height was determined by differential leveling
 AY1693.and adjusted by the National Geodetic Survey in June 1991..
 AY1693
 AY1693.The geoid height was determined by GEOID03.
 AY1693
 AY1693.The dynamic height is computed by dividing the NAVD 88
 AY1693.geopotential number by the normal gravity value computed on the
 AY1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1693.degrees latitude (g = 980.6199 gals.).
 AY1693
 AY1693.The modeled gravity was interpolated from observed gravity values.
 AY1693
 AY1693;                    North         East    Units  Estimated Accuracy
 AY1693;SPC TXSC     - 4,234,440.      611,580.      MT  (+/- 180 meters Scaled)
 AY1693
 AY1693                          SUPERSEDED SURVEY CONTROL
 AY1693
 AY1693.No superseded survey control is available for this station.
 AY1693
 AY1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU115130(NAD 83)
 AY1693_MARKER: I = METAL ROD
 AY1693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1693_SP_SET: STAINLESS STEEL ROD
 AY1693_STAMPING: T 1465 1982
 AY1693_MARK LOGO: NGS   
 AY1693_PROJECTION: FLUSH
 AY1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1693_ROD/PIPE-DEPTH: 2.0  meters
 AY1693
 AY1693  HISTORY     - Date     Condition        Report By
 AY1693  HISTORY     - 1982     MONUMENTED       NGS
 AY1693  HISTORY     - 1990     GOOD             USPSQD
 AY1693  HISTORY     - 19940330 GOOD             USPSQD
 AY1693  HISTORY     - 20050521 GOOD             USPSQD
 AY1693
 AY1693                          STATION DESCRIPTION
 AY1693
 AY1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1693'4.5 KM (2.8 MI) SE FROM COMFORT.
 AY1693'2.7 KM (1.7 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1693'JUNCTION OF INTERSTATE HIGHWAY 10 AT THE NORTH EDGE OF COMFORT, THENCE
 AY1693'1.8 KM (1.1 MI) SOUTHEAST ALONG THE SOUTHWEST FRONTAGE ROAD, AT A
 AY1693'PRIVATE DRIVEWAY LEADING SOUTHWEST TO MR. A MARTINEZ RESIDENCE,
 AY1693'15.2 METERS (50.0 FT) SOUTHWEST OF THE CENTERLINE OF FRONTAGE ROAD,
 AY1693'16.3 METERS (53.5 FT) SOUTHEAST OF THE CENTER OF THE PRIVATE DRIVEWAY,
 AY1693'6.8 METERS (22.5 FT) EAST SOUTHEAST OF A POWERLINE POLE, 0.6 METER
 AY1693'(2.0 FT) NORTH NORTHWEST OF A CONCRETE RIGHT OF WAY POST, AND
 AY1693'0.15 METER (0.5 FT) NORTHEAST OF A FENCELINE.  NOTE, ROD WAS DRIVEN
 AY1693'TO REFUSAL AND ANCHORED AT THIS DEPTH.
 AY1693'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AY1693'THE MARK IS 1.0 M BELOW FRONTAGE ROAD.
 AY1693
 AY1693                          STATION RECOVERY (1990)
 AY1693
 AY1693'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1693'RECOVERED IN GOOD CONDITION.
 AY1693
 AY1693                          STATION RECOVERY (1994)
 AY1693
 AY1693'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1693'RECOVERED IN GOOD CONDITION.
 AY1693
 AY1693                          STATION RECOVERY (2005)
 AY1693
 AY1693'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0519 ***********************************************************************
 BN0519  DESIGNATION -  T 1466
 BN0519  PID         -  BN0519
 BN0519  STATE/COUNTY-  TX/GILLESPIE
 BN0519  USGS QUAD   -  CAIN CITY (1963)
 BN0519
 BN0519                         *CURRENT SURVEY CONTROL
 BN0519  ___________________________________________________________________
 BN0519* NAD 83(1986)-  30 14 25.     (N)    098 52 11.     (W)     SCALED    
 BN0519* NAVD 88     -       511.788  (meters)    1679.09   (feet)  ADJUSTED  
 BN0519  ___________________________________________________________________
 BN0519  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 BN0519  DYNAMIC HT  -         511.073 (meters)    1676.75  (feet)  COMP
 BN0519  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 BN0519
 BN0519  VERT ORDER  -  FIRST     CLASS II
 BN0519
 BN0519.The horizontal coordinates were scaled from a topographic map and have
 BN0519.an estimated accuracy of +/- 6 seconds.
 BN0519
 BN0519.The orthometric height was determined by differential leveling
 BN0519.and adjusted by the National Geodetic Survey in June 1991..
 BN0519
 BN0519.The geoid height was determined by GEOID03.
 BN0519
 BN0519.The dynamic height is computed by dividing the NAVD 88
 BN0519.geopotential number by the normal gravity value computed on the
 BN0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0519.degrees latitude (g = 980.6199 gals.).
 BN0519
 BN0519.The modeled gravity was interpolated from observed gravity values.
 BN0519
 BN0519;                    North         East    Units  Estimated Accuracy
 BN0519;SPC TX C     - 3,064,520.      840,870.      MT  (+/- 180 meters Scaled)
 BN0519
 BN0519                          SUPERSEDED SURVEY CONTROL
 BN0519
 BN0519.No superseded survey control is available for this station.
 BN0519
 BN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU125454(NAD 83)
 BN0519_MARKER: I = METAL ROD
 BN0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0519_SP_SET: STAINLESS STEEL ROD
 BN0519_STAMPING: T 1466 1982
 BN0519_MARK LOGO: NGS   
 BN0519_PROJECTION: FLUSH
 BN0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0519+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0519_ROD/PIPE-DEPTH: 4.8  meters
 BN0519
 BN0519  HISTORY     - Date     Condition        Report By
 BN0519  HISTORY     - 1982     MONUMENTED       NGS
 BN0519  HISTORY     - 19930721 GOOD             USPSQD
 BN0519  HISTORY     - 19960309 GOOD             USPSQD
 BN0519  HISTORY     - 20040325 GOOD             USPSQD
 BN0519  HISTORY     - 20051102 GOOD             USPSQD
 BN0519
 BN0519                          STATION DESCRIPTION
 BN0519
 BN0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0519'3.8 KM (2.35 MI) SOUTH FROM FREDERICKSBURG.
 BN0519'3.8 KM (2.35 MI) SOUTH ALONG U.S. HIGHWAY 87 (WASHINGTON STREET) FROM
 BN0519'THE JUNCTION OF U.S. HIGHWAY 290 IN FREDERICKSBURG, AT A GRAVELED SIDE
 BN0519'ROAD LEADING EAST ACROSS A PIPE CATTLE GUARD, 17.9 METERS (59.0 FT)
 BN0519'EAST OF THE CENTERLINE OF HIGHWAY 87, 12.8 METERS (42.5 FT) NORTH OF
 BN0519'THE CENTER OF THE GRAVELED ROAD AND CATTLE GUARD, 9.4 METERS (31.0 FT)
 BN0519'NORTHEAST OF THE NORTH END OF A ROUND METAL CULVERT, 6.7 METERS
 BN0519'(22.0 FT) NORTH NORTHWEST OF A TELEPHONE POLE WITH A GUY WIRE TO THE
 BN0519'EAST, 35.9 METERS (118.0 FT) EAST NORTHEAST OF A POWERLINE POLE WHERE
 BN0519'THE POWER CROSSES THE HIGHWAY, 0.15 METERS (0.5 FT) WEST OF THE
 BN0519'RIGHT-OF-WAY FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL AT THIS DEPTH.
 BN0519'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BN0519'THE MARK IS 0.3 M ABOVE HIGHWAY 87.
 BN0519
 BN0519                          STATION RECOVERY (1993)
 BN0519
 BN0519'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0519'RECOVERED IN GOOD CONDITION.
 BN0519
 BN0519                          STATION RECOVERY (1996)
 BN0519
 BN0519'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0519'RECOVERED IN GOOD CONDITION.
 BN0519
 BN0519                          STATION RECOVERY (2004)
 BN0519
 BN0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0519'RECOVERED IN GOOD CONDITION.
 BN0519
 BN0519                          STATION RECOVERY (2005)
 BN0519
 BN0519'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0548 ***********************************************************************
 BN0548  DESIGNATION -  T 1467
 BN0548  PID         -  BN0548
 BN0548  STATE/COUNTY-  TX/MASON
 BN0548  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0548
 BN0548                         *CURRENT SURVEY CONTROL
 BN0548  ___________________________________________________________________
 BN0548* NAD 83(1986)-  30 36 07.     (N)    099 02 38.     (W)     SCALED    
 BN0548* NAVD 88     -       443.331  (meters)    1454.50   (feet)  ADJUSTED  
 BN0548  ___________________________________________________________________
 BN0548  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 BN0548  DYNAMIC HT  -         442.730 (meters)    1452.52  (feet)  COMP
 BN0548  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 BN0548
 BN0548  VERT ORDER  -  FIRST     CLASS II
 BN0548
 BN0548.The horizontal coordinates were scaled from a topographic map and have
 BN0548.an estimated accuracy of +/- 6 seconds.
 BN0548
 BN0548.The orthometric height was determined by differential leveling
 BN0548.and adjusted by the National Geodetic Survey in June 1991..
 BN0548
 BN0548.The geoid height was determined by GEOID03.
 BN0548
 BN0548.The dynamic height is computed by dividing the NAVD 88
 BN0548.geopotential number by the normal gravity value computed on the
 BN0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0548.degrees latitude (g = 980.6199 gals.).
 BN0548
 BN0548.The modeled gravity was interpolated from observed gravity values.
 BN0548
 BN0548;                    North         East    Units  Estimated Accuracy
 BN0548;SPC TX C     - 3,104,400.      823,640.      MT  (+/- 180 meters Scaled)
 BN0548
 BN0548                          SUPERSEDED SURVEY CONTROL
 BN0548
 BN0548.No superseded survey control is available for this station.
 BN0548
 BN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU957854(NAD 83)
 BN0548_MARKER: I = METAL ROD
 BN0548_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0548+WITH SETTING: INFORMATION.
 BN0548_SP_SET: SHALLOW SET METAL ROD
 BN0548_STAMPING: T 1467 1982
 BN0548_MARK LOGO: NGS   
 BN0548_PROJECTION: FLUSH
 BN0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0548+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0548_ROD/PIPE-DEPTH: 1.2  meters
 BN0548
 BN0548  HISTORY     - Date     Condition        Report By
 BN0548  HISTORY     - 1982     MONUMENTED       NGS
 BN0548  HISTORY     - 19910618 GOOD             USPSQD
 BN0548  HISTORY     - 19960212 GOOD             USPSQD
 BN0548  HISTORY     - 20051123 GOOD             USPSQD
 BN0548
 BN0548                          STATION DESCRIPTION
 BN0548
 BN0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0548'5.4 KM (3.35 MI) NW FROM LOYAL VALLEY.
 BN0548'5.4 KM (3.35 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE SOUTH
 BN0548'JUNCTION OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, SET
 BN0548'NEAR A HIGHWAY PICNIC AREA, 33.8 METERS (111.0 FT) SOUTH SOUTHWEST OF
 BN0548'THE CENTERLINE OF THE HIGHWAY, 53.6 METERS (176.0 FT) WEST OF A
 BN0548'CONCRETE PICNIC TABLE, 40.2 METERS (132.0 FT) WEST NORTHWEST OF A 30
 BN0548'INCH OAK TREE IN THE RIGHT-OF-WAY, 0.7 METER (2.5 FT) NORTHEAST OF A
 BN0548'STEEL PIPE BRACED FENCE POST, AND 0.3 METER (1.0 FT) NORTH OF
 BN0548'RIGHT-0F-WAY FENCE, NOTE, ROD DRIVEN TO REFUSAL.
 BN0548'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BN0548'THE MARK IS 0.6 M ABOVE HIGHWAY.
 BN0548
 BN0548                          STATION RECOVERY (1991)
 BN0548
 BN0548'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0548'RECOVERED IN GOOD CONDITION.
 BN0548
 BN0548                          STATION RECOVERY (1996)
 BN0548
 BN0548'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0548'RECOVERED IN GOOD CONDITION.
 BN0548
 BN0548                          STATION RECOVERY (2005)
 BN0548
 BN0548'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0548'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0420 ***********************************************************************
 DP0420  DESIGNATION -  T 1468
 DP0420  PID         -  DP0420
 DP0420  STATE/COUNTY-  TX/LUBBOCK
 DP0420  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0420
 DP0420                         *CURRENT SURVEY CONTROL
 DP0420  ___________________________________________________________________
 DP0420* NAD 83(1986)-  33 34 40.     (N)    101 49 56.     (W)     SCALED    
 DP0420* NAVD 88     -       971.616  (meters)    3187.71   (feet)  ADJUSTED  
 DP0420  ___________________________________________________________________
 DP0420  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DP0420  DYNAMIC HT  -         970.360 (meters)    3183.59  (feet)  COMP
 DP0420  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 DP0420
 DP0420  VERT ORDER  -  FIRST     CLASS II
 DP0420
 DP0420.The horizontal coordinates were scaled from a topographic map and have
 DP0420.an estimated accuracy of +/- 6 seconds.
 DP0420
 DP0420.The orthometric height was determined by differential leveling
 DP0420.and adjusted by the National Geodetic Survey in June 1991..
 DP0420
 DP0420.The geoid height was determined by GEOID03.
 DP0420
 DP0420.The dynamic height is computed by dividing the NAVD 88
 DP0420.geopotential number by the normal gravity value computed on the
 DP0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0420.degrees latitude (g = 980.6199 gals.).
 DP0420
 DP0420.The modeled gravity was interpolated from observed gravity values.
 DP0420
 DP0420;                    North         East    Units  Estimated Accuracy
 DP0420;SPC TXNC     - 2,216,830.      290,720.      MT  (+/- 180 meters Scaled)
 DP0420
 DP0420                          SUPERSEDED SURVEY CONTROL
 DP0420
 DP0420.No superseded survey control is available for this station.
 DP0420
 DP0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC371189(NAD 83)
 DP0420_MARKER: DB = BENCH MARK DISK
 DP0420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP0420_SP_SET: ABUTMENT
 DP0420_STAMPING: T 1468 1982
 DP0420_MARK LOGO: NGS   
 DP0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0420
 DP0420  HISTORY     - Date     Condition        Report By
 DP0420  HISTORY     - 1982     MONUMENTED       NGS
 DP0420
 DP0420                          STATION DESCRIPTION
 DP0420
 DP0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0420'IN LUBBOCK.
 DP0420'IN LUBBOCK, AT THE JUNCTION OF 19TH STREET AND THE SANTA FE RAILROAD,
 DP0420'IN TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE 19TH
 DP0420'STREET UNDERPASS OF THE RAILROAD AND 2.5 METERS (8.2 FT) WEST OF THE
 DP0420'NEAR RAIL.
 DP0420'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0660 ***********************************************************************
 DQ0660  DESIGNATION -  T 1469
 DQ0660  PID         -  DQ0660
 DQ0660  STATE/COUNTY-  TX/LAMB
 DQ0660  USGS QUAD   -  ANTON (1985)
 DQ0660
 DQ0660                         *CURRENT SURVEY CONTROL
 DQ0660  ___________________________________________________________________
 DQ0660* NAD 83(1986)-  33 51 44.     (N)    102 14 37.     (W)     SCALED    
 DQ0660* NAVD 88     -      1050.545  (meters)    3446.66   (feet)  ADJUSTED  
 DQ0660  ___________________________________________________________________
 DQ0660  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 DQ0660  DYNAMIC HT  -        1049.187 (meters)    3442.21  (feet)  COMP
 DQ0660  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 DQ0660
 DQ0660  VERT ORDER  -  FIRST     CLASS II
 DQ0660
 DQ0660.The horizontal coordinates were scaled from a topographic map and have
 DQ0660.an estimated accuracy of +/- 6 seconds.
 DQ0660
 DQ0660.The orthometric height was determined by differential leveling
 DQ0660.and adjusted by the National Geodetic Survey in June 1991..
 DQ0660
 DQ0660.The geoid height was determined by GEOID03.
 DQ0660
 DQ0660.The dynamic height is computed by dividing the NAVD 88
 DQ0660.geopotential number by the normal gravity value computed on the
 DQ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0660.degrees latitude (g = 980.6199 gals.).
 DQ0660
 DQ0660.The modeled gravity was interpolated from observed gravity values.
 DQ0660
 DQ0660;                    North         East    Units  Estimated Accuracy
 DQ0660;SPC TXNC     - 2,249,650.      253,670.      MT  (+/- 180 meters Scaled)
 DQ0660
 DQ0660                          SUPERSEDED SURVEY CONTROL
 DQ0660
 DQ0660.No superseded survey control is available for this station.
 DQ0660
 DQ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT549502(NAD 83)
 DQ0660_MARKER: I = METAL ROD
 DQ0660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0660_SP_SET: STAINLESS STEEL ROD
 DQ0660_STAMPING: T 1469 1982
 DQ0660_MARK LOGO: NGS   
 DQ0660_PROJECTION: FLUSH
 DQ0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0660_ROD/PIPE-DEPTH: 4.9  meters
 DQ0660
 DQ0660  HISTORY     - Date     Condition        Report By
 DQ0660  HISTORY     - 1982     MONUMENTED       NGS
 DQ0660
 DQ0660                          STATION DESCRIPTION
 DQ0660
 DQ0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0660'9.6 KM (5.95 MI) SE FROM LITTLEFIELD.
 DQ0660'9.6 KM (5.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0660'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 21.8 METERS (71.5 FT)
 DQ0660'EAST OF THE CENTER OF A PAVED ROAD, 19.5 METERS (64.0 FT) SOUTHWEST OF
 DQ0660'THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 1.1
 DQ0660'METERS (3.6 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 DQ0660'POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0660'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DQ0660'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1275 ***********************************************************************
 BY1275  DESIGNATION -  T 147 RESET 1959
 BY1275  PID         -  BY1275
 BY1275  STATE/COUNTY-  TX/CHEROKEE
 BY1275  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1275
 BY1275                         *CURRENT SURVEY CONTROL
 BY1275  ___________________________________________________________________
 BY1275* NAD 83(1986)-  31 56 41.     (N)    095 15 30.     (W)     SCALED    
 BY1275* NAVD 88     -       153.577  (meters)     503.86   (feet)  ADJUSTED  
 BY1275  ___________________________________________________________________
 BY1275  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BY1275  DYNAMIC HT  -         153.392 (meters)     503.25  (feet)  COMP
 BY1275  MODELED GRAV-     979,429.5   (mgal)                       NAVD 88
 BY1275
 BY1275  VERT ORDER  -  FIRST     CLASS II
 BY1275
 BY1275.The horizontal coordinates were scaled from a topographic map and have
 BY1275.an estimated accuracy of +/- 6 seconds.
 BY1275
 BY1275.The orthometric height was determined by differential leveling
 BY1275.and adjusted by the National Geodetic Survey in June 1991..
 BY1275
 BY1275.The geoid height was determined by GEOID03.
 BY1275
 BY1275.The dynamic height is computed by dividing the NAVD 88
 BY1275.geopotential number by the normal gravity value computed on the
 BY1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1275.degrees latitude (g = 980.6199 gals.).
 BY1275
 BY1275.The modeled gravity was interpolated from observed gravity values.
 BY1275
 BY1275;                    North         East    Units  Estimated Accuracy
 BY1275;SPC TX C     - 3,263,490.    1,179,680.      MT  (+/- 180 meters Scaled)
 BY1275
 BY1275                          SUPERSEDED SURVEY CONTROL
 BY1275
 BY1275  NGVD 29 (??/??/??)  153.51   (m)          503.6    (f) RESET       3  
 BY1275
 BY1275.Superseded values are not recommended for survey control.
 BY1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1275.See file dsdata.txt to determine how the superseded data were derived.
 BY1275
 BY1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR865365(NAD 83)
 BY1275_MARKER: DB = BENCH MARK DISK
 BY1275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1275_SP_SET: ABUTMENT
 BY1275_STAMPING: T 147 RESET 1959
 BY1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1275
 BY1275  HISTORY     - Date     Condition        Report By
 BY1275  HISTORY     - 1959     MONUMENTED       TXHD
 BY1275  HISTORY     - 1962     GOOD             TXHD
 BY1275  HISTORY     - 1980     GOOD             NGS
 BY1275  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY1275
 BY1275                          STATION DESCRIPTION
 BY1275
 BY1275'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 BY1275'1.3 MI SE FROM JACKSONVILLE.
 BY1275'1.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1275'STATION AT JACKSONVILLE, AT THE U.S. HIGHWAY 69 UNDERPASS, AND SET IN
 BY1275'THE TOP OF NORTHWEST ABUTMENT WALL T AND NO RR-UNDERPASS ON NORTH SIDE
 BY1275'OF RR TRACKS.
 BY1275
 BY1275                          STATION RECOVERY (1980)
 BY1275
 BY1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1275'RECOVERED IN GOOD CONDITION.
 BY1275
 BY1275                          STATION RECOVERY (2004)
 BY1275
 BY1275'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0542 ***********************************************************************
 EO0542  DESIGNATION -  T 1470
 EO0542  PID         -  EO0542
 EO0542  STATE/COUNTY-  TX/BAILEY
 EO0542  USGS QUAD   -  MULESHOE (1980)
 EO0542
 EO0542                         *CURRENT SURVEY CONTROL
 EO0542  ___________________________________________________________________
 EO0542* NAD 83(1986)-  34 11 25.     (N)    102 40 20.     (W)     SCALED    
 EO0542* NAVD 88     -      1152.882  (meters)    3782.41   (feet)  ADJUSTED  
 EO0542  ___________________________________________________________________
 EO0542  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 EO0542  DYNAMIC HT  -        1151.387 (meters)    3777.51  (feet)  COMP
 EO0542  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 EO0542
 EO0542  VERT ORDER  -  FIRST     CLASS II
 EO0542
 EO0542.The horizontal coordinates were scaled from a topographic map and have
 EO0542.an estimated accuracy of +/- 6 seconds.
 EO0542
 EO0542.The orthometric height was determined by differential leveling
 EO0542.and adjusted by the National Geodetic Survey in June 1991..
 EO0542
 EO0542.The geoid height was determined by GEOID03.
 EO0542
 EO0542.The dynamic height is computed by dividing the NAVD 88
 EO0542.geopotential number by the normal gravity value computed on the
 EO0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0542.degrees latitude (g = 980.6199 gals.).
 EO0542
 EO0542.The modeled gravity was interpolated from observed gravity values.
 EO0542
 EO0542;                    North         East    Units  Estimated Accuracy
 EO0542;SPC TXNC     - 2,287,500.      215,490.      MT  (+/- 180 meters Scaled)
 EO0542
 EO0542                          SUPERSEDED SURVEY CONTROL
 EO0542
 EO0542.No superseded survey control is available for this station.
 EO0542
 EO0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT145857(NAD 83)
 EO0542_MARKER: I = METAL ROD
 EO0542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0542_SP_SET: STAINLESS STEEL ROD
 EO0542_STAMPING: T 1470 1982
 EO0542_MARK LOGO: NGS   
 EO0542_PROJECTION: FLUSH
 EO0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0542_ROD/PIPE-DEPTH: 8.5  meters
 EO0542
 EO0542  HISTORY     - Date     Condition        Report By
 EO0542  HISTORY     - 1982     MONUMENTED       NGS
 EO0542
 EO0542                          STATION DESCRIPTION
 EO0542
 EO0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0542'6.1 KM (3.8 MI) SE FROM MULESHOE.
 EO0542'6.1 KM (3.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 EO0542'WITH U.S. HIGHWAY 70 IN MULESHOE, 66.8 METERS (219.2 FT) SOUTHEAST OF
 EO0542'THE CENTER OF A DRIVEWAY LEADING NORTH AND SOUTH TO A FEEDER LOT, 34.4
 EO0542'METERS (112.9 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND
 EO0542'LANES OF THE HIGHWAY AND 1.3 METERS (4.3 FT) NORTHWEST OF UTILITY POLE
 EO0542'NUMBER 510.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EO0542'CAP.
 EO0542'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EO0542'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6321 ***********************************************************************
 AC6321  DESIGNATION -  T 1471
 AC6321  PID         -  AC6321
 AC6321  STATE/COUNTY-  TX/JEFFERSON
 AC6321  USGS QUAD   -  BEAUMONT EAST (1994)
 AC6321
 AC6321                         *CURRENT SURVEY CONTROL
 AC6321  ___________________________________________________________________
 AC6321* NAD 83(1986)-  30 05 49.     (N)    094 06 12.     (W)     SCALED    
 AC6321* NAVD 88     -         7.475  (meters)      24.52   (feet)  ADJUSTED  
 AC6321  ___________________________________________________________________
 AC6321  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AC6321  DYNAMIC HT  -           7.465 (meters)      24.49  (feet)  COMP
 AC6321  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 AC6321
 AC6321  VERT ORDER  -  FIRST     CLASS II
 AC6321
 AC6321.The horizontal coordinates were scaled from a topographic map and have
 AC6321.an estimated accuracy of +/- 6 seconds.
 AC6321
 AC6321.The orthometric height was determined by differential leveling
 AC6321.and adjusted by the National Geodetic Survey in July 2002..
 AC6321
 AC6321.The geoid height was determined by GEOID03.
 AC6321
 AC6321.The dynamic height is computed by dividing the NAVD 88
 AC6321.geopotential number by the normal gravity value computed on the
 AC6321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6321.degrees latitude (g = 980.6199 gals.).
 AC6321
 AC6321.The modeled gravity was interpolated from observed gravity values.
 AC6321
 AC6321;                    North         East    Units  Estimated Accuracy
 AC6321;SPC TXSC     - 4,260,750.    1,071,840.      MT  (+/- 180 meters Scaled)
 AC6321
 AC6321                          SUPERSEDED SURVEY CONTROL
 AC6321
 AC6321.No superseded survey control is available for this station.
 AC6321
 AC6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP936300(NAD 83)
 AC6321_MARKER: DV = VERTICAL CONTROL DISK
 AC6321_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC6321_SP_SET: PIER
 AC6321_STAMPING: T 1471 1996
 AC6321_MARK LOGO: NGS   
 AC6321_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6321+STABILITY: POSITION/ELEVATION WELL
 AC6321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6321+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AC6321
 AC6321  HISTORY     - Date     Condition        Report By
 AC6321  HISTORY     - 1996     MONUMENTED       NGS
 AC6321  HISTORY     - 20040401 GOOD             USPSQD
 AC6321  HISTORY     - 20050501 GOOD             USPSQD
 AC6321
 AC6321                          STATION DESCRIPTION
 AC6321
 AC6321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6321'IN BEAUMONT, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND GRAND
 AC6321'AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY OF 10
 AC6321'CONCRETE COLUMNS OF THE 1ST PIER EAST OF THE WEST ABUTMENT OF THE
 AC6321'HIGHWAY OVERPASS OF THE AVENUE, 26.6 M (87.3 FT) SOUTH OF THE CENTER
 AC6321'OF A FRONTAGE ROAD, 22.0 M (72.2 FT) NORTH OF THE HIGHWAY CENTER, 10.3
 AC6321'M (33.8 FT) WEST OF THE AVENUE CENTER, AND 1.5 M (4.9 FT) ABOVE THE
 AC6321'LEVEL OF THE AVENUE.
 AC6321
 AC6321                          STATION RECOVERY (2004)
 AC6321
 AC6321'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AC6321'RECOVERED IN GOOD CONDITION.
 AC6321
 AC6321                          STATION RECOVERY (2005)
 AC6321
 AC6321'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AC6321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4851 ***********************************************************************
 AW4851  DESIGNATION -  T 1472
 AW4851  PID         -  AW4851
 AW4851  STATE/COUNTY-  TX/GALVESTON
 AW4851  USGS QUAD   -  GALVESTON (1994)
 AW4851
 AW4851                         *CURRENT SURVEY CONTROL
 AW4851  ___________________________________________________________________
 AW4851* NAD 83(1986)-  29 17 42.     (N)    094 47 35.     (W)     SCALED    
 AW4851* NAVD 88     -         2.65   (+/-2cm)       8.7    (feet)  VERTCON   
 AW4851  ___________________________________________________________________
 AW4851  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW4851
 AW4851  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4851
 AW4851.The horizontal coordinates were scaled from a topographic map and have
 AW4851.an estimated accuracy of +/- 6 seconds.
 AW4851
 AW4851.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4851.The vertical order pertains to the NGVD 29 superseded value.
 AW4851
 AW4851.The geoid height was determined by GEOID03.
 AW4851
 AW4851;                    North         East    Units  Estimated Accuracy
 AW4851;SPC TXSC     - 4,169,340.    1,008,610.      MT  (+/- 180 meters Scaled)
 AW4851
 AW4851                          SUPERSEDED SURVEY CONTROL
 AW4851
 AW4851  NGVD 29 (??/??/??)    2.645  (m)            8.68   (f) ADJUSTED    1 2
 AW4851
 AW4851.Superseded values are not recommended for survey control.
 AW4851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4851.See file dsdata.txt to determine how the superseded data were derived.
 AW4851
 AW4851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN258420(NAD 83)
 AW4851_MARKER: I = METAL ROD
 AW4851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4851_SP_SET: STAINLESS STEEL ROD
 AW4851_STAMPING: T 1472 1983
 AW4851_MARK LOGO: NGS   
 AW4851_PROJECTION: FLUSH
 AW4851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4851+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW4851_ROD/PIPE-DEPTH: 15.9 meters
 AW4851
 AW4851  HISTORY     - Date     Condition        Report By
 AW4851  HISTORY     - 1983     MONUMENTED       NGS
 AW4851  HISTORY     - 1987     GOOD             USPSQD
 AW4851  HISTORY     - 1987     GOOD             NGS
 AW4851  HISTORY     - 1990     GOOD             USPSQD
 AW4851  HISTORY     - 19910407 GOOD             USPSQD
 AW4851  HISTORY     - 19940917 GOOD             USPSQD
 AW4851  HISTORY     - 19950722 GOOD             USPSQD
 AW4851  HISTORY     - 20010730 GOOD             NGS
 AW4851  HISTORY     - 20031211 GOOD             USPSQD
 AW4851  HISTORY     - 20040130 GOOD             USPSQD
 AW4851  HISTORY     - 20051214 GOOD             USPSQD
 AW4851
 AW4851                          STATION DESCRIPTION
 AW4851
 AW4851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4851'IN GALVESTON.
 AW4851'IN GALVESTON, AT THE JUNCTION OF ROSENBERG AVENUE AND URSULINE
 AW4851'AVENUE, AT THE NORTHEAST CORNER OF THE PROPERTY OF THE O. CONWELL JR
 AW4851'HIGH CATHOLIC SCHOOL, 13.4 METERS (43.8 FT) WEST-SOUTHWEST OF THE
 AW4851'CENTERLINE OF ROSENBERG AVENUE SOUTHBOUND, 10.9 METERS (35.6 FT)
 AW4851'SOUTH-SOUTHEAST OF THE CENTERLINE OF URSULINE AVENUE, 2.2 METERS
 AW4851'(7.3 FT) WEST-SOUTHWEST OF A CORNER FENCE POST, 0.3 METER (1.1 FT)
 AW4851'NORTH-NORTHWEST OF A CYCLONE FENCE, 4.9 METERS (16.0 FT)
 AW4851'SOUTH-SOUTHEAST OF THE SOUTHEAST CURB OF URSULINE AVENUE, AND
 AW4851'4.9 METERS (16.0 FT) SOUTH-SOUTHEAST OF A TRAFFIC STOP SIGN.
 AW4851'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AW4851'THE MARK IS 0.3 M ABOVE AVENUES.
 AW4851
 AW4851                          STATION RECOVERY (1987)
 AW4851
 AW4851'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4851'RECOVERED IN GOOD CONDITION.
 AW4851
 AW4851                          STATION RECOVERY (1987)
 AW4851
 AW4851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4851'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 AW4851
 AW4851                          STATION RECOVERY (1990)
 AW4851
 AW4851'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW4851'RECOVERED IN GOOD CONDITION.
 AW4851
 AW4851                          STATION RECOVERY (1991)
 AW4851
 AW4851'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW4851'RECOVERED IN GOOD CONDITION.
 AW4851
 AW4851                          STATION RECOVERY (1994)
 AW4851
 AW4851'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4851'RECOVERED IN GOOD CONDITION.
 AW4851
 AW4851                          STATION RECOVERY (1995)
 AW4851
 AW4851'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4851'RECOVERED IN GOOD CONDITION.
 AW4851
 AW4851                          STATION RECOVERY (2001)
 AW4851
 AW4851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW4851'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW4851
 AW4851                          STATION RECOVERY (2003)
 AW4851
 AW4851'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW4851'RECOVERED IN GOOD CONDITION.
 AW4851
 AW4851                          STATION RECOVERY (2004)
 AW4851
 AW4851'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4851'RECOVERED IN GOOD CONDITION.
 AW4851
 AW4851                          STATION RECOVERY (2005)
 AW4851
 AW4851'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW4851'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0928 ***********************************************************************
 CA0928  DESIGNATION -  T 1473
 CA0928  PID         -  CA0928
 CA0928  STATE/COUNTY-  TX/MILLS
 CA0928  USGS QUAD   -  MULLIN (1980)
 CA0928
 CA0928                         *CURRENT SURVEY CONTROL
 CA0928  ___________________________________________________________________
 CA0928* NAD 83(1986)-  31 35 54.     (N)    098 41 30.     (W)     SCALED    
 CA0928* NAVD 88     -       460.728  (meters)    1511.57   (feet)  ADJUSTED  
 CA0928  ___________________________________________________________________
 CA0928  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CA0928  DYNAMIC HT  -         460.127 (meters)    1509.60  (feet)  COMP
 CA0928  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 CA0928
 CA0928  VERT ORDER  -  FIRST     CLASS II
 CA0928
 CA0928.The horizontal coordinates were scaled from a topographic map and have
 CA0928.an estimated accuracy of +/- 6 seconds.
 CA0928
 CA0928.The orthometric height was determined by differential leveling
 CA0928.and adjusted by the National Geodetic Survey in June 1991..
 CA0928
 CA0928.The geoid height was determined by GEOID03.
 CA0928
 CA0928.The dynamic height is computed by dividing the NAVD 88
 CA0928.geopotential number by the normal gravity value computed on the
 CA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0928.degrees latitude (g = 980.6199 gals.).
 CA0928
 CA0928.The modeled gravity was interpolated from observed gravity values.
 CA0928
 CA0928;                    North         East    Units  Estimated Accuracy
 CA0928;SPC TX C     - 3,215,290.      855,780.      MT  (+/- 180 meters Scaled)
 CA0928
 CA0928                          SUPERSEDED SURVEY CONTROL
 CA0928
 CA0928.No superseded survey control is available for this station.
 CA0928
 CA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV292959(NAD 83)
 CA0928_MARKER: I = METAL ROD
 CA0928_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0928+WITH SETTING: INFORMATION.
 CA0928_SP_SET: SHALLOW SET METAL ROD
 CA0928_STAMPING: T 1473 1983
 CA0928_MARK LOGO: NGS   
 CA0928_PROJECTION: FLUSH
 CA0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0928_ROD/PIPE-DEPTH: 2.1  meters
 CA0928
 CA0928  HISTORY     - Date     Condition        Report By
 CA0928  HISTORY     - 1983     MONUMENTED       NGS
 CA0928
 CA0928                          STATION DESCRIPTION
 CA0928
 CA0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0928'21.8 KM (13.55 MI) NW FROM GOLDTHWAITE.
 CA0928'21.8 KM (13.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0928'COURTHOUSE IN GOLDTHWAITE, 19.8 METERS (65.0 FT) NORTHEAST OF THE
 CA0928'CENTERLINE OF THE HIGHWAY AND 6.1 METERS (20.0 FT) NORTHWEST OF THE
 CA0928'CENTER OF A FIELD ENTRANCE.  NOTE, REFUSAL WAS REACHED AT 7.0 FT.
 CA0928'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0928'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0928'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0953 ***********************************************************************
 CA0953  DESIGNATION -  T 1474
 CA0953  PID         -  CA0953
 CA0953  STATE/COUNTY-  TX/LAMPASAS
 CA0953  USGS QUAD   -  FLAT TOP PEAK (1979)
 CA0953
 CA0953                         *CURRENT SURVEY CONTROL
 CA0953  ___________________________________________________________________
 CA0953* NAD 83(1986)-  31 07 40.     (N)    098 13 08.     (W)     SCALED    
 CA0953* NAVD 88     -       378.020  (meters)    1240.22   (feet)  ADJUSTED  
 CA0953  ___________________________________________________________________
 CA0953  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CA0953  DYNAMIC HT  -         377.514 (meters)    1238.56  (feet)  COMP
 CA0953  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 CA0953
 CA0953  VERT ORDER  -  FIRST     CLASS II
 CA0953
 CA0953.The horizontal coordinates were scaled from a topographic map and have
 CA0953.an estimated accuracy of +/- 6 seconds.
 CA0953
 CA0953.The orthometric height was determined by differential leveling
 CA0953.and adjusted by the National Geodetic Survey in June 1991..
 CA0953
 CA0953.The geoid height was determined by GEOID03.
 CA0953
 CA0953.The dynamic height is computed by dividing the NAVD 88
 CA0953.geopotential number by the normal gravity value computed on the
 CA0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0953.degrees latitude (g = 980.6199 gals.).
 CA0953
 CA0953.The modeled gravity was interpolated from observed gravity values.
 CA0953
 CA0953;                    North         East    Units  Estimated Accuracy
 CA0953;SPC TX C     - 3,163,890.      901,630.      MT  (+/- 180 meters Scaled)
 CA0953
 CA0953                          SUPERSEDED SURVEY CONTROL
 CA0953
 CA0953.No superseded survey control is available for this station.
 CA0953
 CA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV744440(NAD 83)
 CA0953_MARKER: I = METAL ROD
 CA0953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0953_SP_SET: STAINLESS STEEL ROD
 CA0953_STAMPING: T 1474 1983
 CA0953_MARK LOGO: NGS   
 CA0953_PROJECTION: FLUSH
 CA0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0953+STABILITY: POSITION/ELEVATION WELL
 CA0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0953+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 CA0953_ROD/PIPE-DEPTH: 4.3  meters
 CA0953
 CA0953  HISTORY     - Date     Condition        Report By
 CA0953  HISTORY     - 1983     MONUMENTED       NGS
 CA0953  HISTORY     - 20051113 GOOD             USPSQD
 CA0953
 CA0953                          STATION DESCRIPTION
 CA0953
 CA0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0953'9.6 KM (5.95 MI) NW FROM LAMPASAS.
 CA0953'9.6 KM (5.95 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0953'RAILROAD STATION IN LAMPASAS, 14.1 METERS (46.3 FT) NORTH OF THE NEAR
 CA0953'RAIL, 11.0 METERS (36.1 FT) SOUTHWEST OF THE CENTERLINE OF A PAVED
 CA0953'ROAD AND 2.6 METERS (8.5 FT) WEST OF A FENCE CORNER.  NOTE, ACCESS TO
 CA0953'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0953'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CA0953'THE MARK IS 0.5 M BELOW THE TRACKS.
 CA0953
 CA0953                          STATION RECOVERY (2005)
 CA0953
 CA0953'RECOVERY NOTE BY US POWER SQUADRON 2005 (AR)
 CA0953'FOUND AS DESCRIBED.  ORANGE WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0934 ***********************************************************************
 CT0934  DESIGNATION -  T 1475
 CT0934  PID         -  CT0934
 CT0934  STATE/COUNTY-  TX/EASTLAND
 CT0934  USGS QUAD   -  RANGER (1987)
 CT0934
 CT0934                         *CURRENT SURVEY CONTROL
 CT0934  ___________________________________________________________________
 CT0934* NAD 83(1986)-  32 25 42.     (N)    098 43 13.     (W)     SCALED    
 CT0934* NAVD 88     -       453.867  (meters)    1489.06   (feet)  ADJUSTED  
 CT0934  ___________________________________________________________________
 CT0934  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CT0934  DYNAMIC HT  -         453.284 (meters)    1487.15  (feet)  COMP
 CT0934  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 CT0934
 CT0934  VERT ORDER  -  FIRST     CLASS II
 CT0934
 CT0934.The horizontal coordinates were scaled from a topographic map and have
 CT0934.an estimated accuracy of +/- 6 seconds.
 CT0934
 CT0934.The orthometric height was determined by differential leveling
 CT0934.and adjusted by the National Geodetic Survey in June 1991..
 CT0934
 CT0934.The geoid height was determined by GEOID03.
 CT0934
 CT0934.The dynamic height is computed by dividing the NAVD 88
 CT0934.geopotential number by the normal gravity value computed on the
 CT0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0934.degrees latitude (g = 980.6199 gals.).
 CT0934
 CT0934.The modeled gravity was interpolated from observed gravity values.
 CT0934
 CT0934;                    North         East    Units  Estimated Accuracy
 CT0934;SPC TXNC     - 2,084,480.      579,280.      MT  (+/- 180 meters Scaled)
 CT0934
 CT0934                          SUPERSEDED SURVEY CONTROL
 CT0934
 CT0934.No superseded survey control is available for this station.
 CT0934
 CT0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA262879(NAD 83)
 CT0934_MARKER: DB = BENCH MARK DISK
 CT0934_SETTING: 66 = SET IN ROCK OUTCROP
 CT0934_SP_SET: ROCK OUTCROP
 CT0934_STAMPING: T 1475 1983
 CT0934_MARK LOGO: NGS   
 CT0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0934
 CT0934  HISTORY     - Date     Condition        Report By
 CT0934  HISTORY     - 1983     MONUMENTED       NGS
 CT0934  HISTORY     - 20020316 GOOD             USPSQD
 CT0934
 CT0934                          STATION DESCRIPTION
 CT0934
 CT0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0934'2.5 KM (1.55 MI) WEST FROM RANGER.
 CT0934'2.5 KM (1.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0934'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE CENTER OF A 8- BY 8-FT
 CT0934'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.2 MI) SOUTHWEST OF
 CT0934'THE NORTHEAST END OF THE CUT, (0.5 KM (0.3 MI) NORTHEAST OF MILEPOST
 CT0934'346, 64.0 METERS (210.0 FT) NORTHEAST OF THE EXTENDED CENTER OF A
 CT0934'PRIVATE ROAD LEADING SOUTHEAST, 53.6 METERS (175.9 FT) NORTHWEST OF A
 CT0934'FENCE AND WITNESS POST, 29.0 METERS (95.1 FT) NORTHWEST OF THE
 CT0934'CENTERLINE OF A FRONTAGE ROAD AND 20.2 METERS (66.3 FT) SOUTHEAST OF
 CT0934'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CT0934'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CT0934'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 CT0934
 CT0934                          STATION RECOVERY (2002)
 CT0934
 CT0934'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2469 ***********************************************************************
 CS2469  DESIGNATION -  T 1476
 CS2469  PID         -  CS2469
 CS2469  STATE/COUNTY-  TX/JOHNSON
 CS2469  USGS QUAD   -  ALVARADO (1978)
 CS2469
 CS2469                         *CURRENT SURVEY CONTROL
 CS2469  ___________________________________________________________________
 CS2469* NAD 83(1986)-  32 24 09.     (N)    097 13 19.     (W)     SCALED    
 CS2469* NAVD 88     -       223.059  (meters)     731.82   (feet)  ADJUSTED  
 CS2469  ___________________________________________________________________
 CS2469  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CS2469  DYNAMIC HT  -         222.792 (meters)     730.94  (feet)  COMP
 CS2469  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 CS2469
 CS2469  VERT ORDER  -  FIRST     CLASS II
 CS2469
 CS2469.The horizontal coordinates were scaled from a topographic map and have
 CS2469.an estimated accuracy of +/- 6 seconds.
 CS2469
 CS2469.The orthometric height was determined by differential leveling
 CS2469.and adjusted by the National Geodetic Survey in June 1991..
 CS2469
 CS2469.The geoid height was determined by GEOID03.
 CS2469
 CS2469.The dynamic height is computed by dividing the NAVD 88
 CS2469.geopotential number by the normal gravity value computed on the
 CS2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2469.degrees latitude (g = 980.6199 gals.).
 CS2469
 CS2469.The modeled gravity was interpolated from observed gravity values.
 CS2469
 CS2469;                    North         East    Units  Estimated Accuracy
 CS2469;SPC TXNC     - 2,082,330.      720,230.      MT  (+/- 180 meters Scaled)
 CS2469
 CS2469                          SUPERSEDED SURVEY CONTROL
 CS2469
 CS2469.No superseded survey control is available for this station.
 CS2469
 CS2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA672864(NAD 83)
 CS2469_MARKER: DB = BENCH MARK DISK
 CS2469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2469_SP_SET: ABUTMENT
 CS2469_STAMPING: T 1476 1983
 CS2469_MARK LOGO: NGS   
 CS2469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2469+STABILITY: POSITION/ELEVATION WELL
 CS2469
 CS2469  HISTORY     - Date     Condition        Report By
 CS2469  HISTORY     - 1983     MONUMENTED       NGS
 CS2469  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2469  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2469
 CS2469                          STATION DESCRIPTION
 CS2469
 CS2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2469'15.8 KM (9.8 MI) NORTH FROM GRANDVIEW.
 CS2469'0.2 KM (0.1 MI) EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE
 CS2469'MISSOURI, KANSAS AND TEXAS RAILROAD IN GRANDVIEW, THENCE 15.6 KM (9.7
 CS2469'MI) NORTHERLY ALONG U.S. HIGHWAY 81, IN TOP OF AND 0.2 METER (0.7 FT)
 CS2469'WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE NORTH BOUND
 CS2469'OVERPASS OVER THE SANTA FE RAILROAD AND 4.8 METERS (15.7 FT) EAST OF
 CS2469'THE CENTERLINE OF THE HIGHWAY.
 CS2469'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CS2469
 CS2469                          STATION RECOVERY (1991)
 CS2469
 CS2469'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2469'MARK NOT FOUND.
 CS2469
 CS2469                          STATION RECOVERY (1994)
 CS2469
 CS2469'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2435 ***********************************************************************
 CS2435  DESIGNATION -  T 1477
 CS2435  PID         -  CS2435
 CS2435  STATE/COUNTY-  TX/PARKER
 CS2435  USGS QUAD   -  LAKE WEATHERFORD (1979)
 CS2435
 CS2435                         *CURRENT SURVEY CONTROL
 CS2435  ___________________________________________________________________
 CS2435* NAD 83(1986)-  32 45 16.     (N)    097 41 44.     (W)     SCALED    
 CS2435* NAVD 88     -       310.590  (meters)    1018.99   (feet)  ADJUSTED  
 CS2435  ___________________________________________________________________
 CS2435  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CS2435  DYNAMIC HT  -         310.215 (meters)    1017.76  (feet)  COMP
 CS2435  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 CS2435
 CS2435  VERT ORDER  -  FIRST     CLASS II
 CS2435
 CS2435.The horizontal coordinates were scaled from a topographic map and have
 CS2435.an estimated accuracy of +/- 6 seconds.
 CS2435
 CS2435.The orthometric height was determined by differential leveling
 CS2435.and adjusted by the National Geodetic Survey in June 1991..
 CS2435
 CS2435.The geoid height was determined by GEOID03.
 CS2435
 CS2435.The dynamic height is computed by dividing the NAVD 88
 CS2435.geopotential number by the normal gravity value computed on the
 CS2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2435.degrees latitude (g = 980.6199 gals.).
 CS2435
 CS2435.The modeled gravity was interpolated from observed gravity values.
 CS2435
 CS2435;                    North         East    Units  Estimated Accuracy
 CS2435;SPC TXNC     - 2,120,910.      675,380.      MT  (+/- 180 meters Scaled)
 CS2435
 CS2435                          SUPERSEDED SURVEY CONTROL
 CS2435
 CS2435.No superseded survey control is available for this station.
 CS2435
 CS2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB221248(NAD 83)
 CS2435_MARKER: DB = BENCH MARK DISK
 CS2435_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2435_SP_SET: PIER
 CS2435_STAMPING: T 1477 1983
 CS2435_MARK LOGO: NGS   
 CS2435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2435+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CS2435
 CS2435  HISTORY     - Date     Condition        Report By
 CS2435  HISTORY     - 1983     MONUMENTED       NGS
 CS2435  HISTORY     - 19910522 GOOD             USPSQD
 CS2435  HISTORY     - 19950820 GOOD             USPSQD
 CS2435  HISTORY     - 19970524 GOOD             USPSQD
 CS2435  HISTORY     - 20051029 GOOD             USPSQD
 CS2435
 CS2435                          STATION DESCRIPTION
 CS2435
 CS2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2435'9.3 KM (5.8 MI) EAST FROM WEATHERFORD.
 CS2435'9.3 KM (5.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION
 CS2435'WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE EAST FACE
 CS2435'OF THE MOST EASTERLY 1 OF 4 PIERS OF THE EAST BOUND U.S. HIGHWAYS 80
 CS2435'AND 180 OVERPASS, 9.3 METERS (30.5 FT) EAST OF THE CENTER OF THE
 CS2435'OVERPASS AND 7.3 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF THE EAST
 CS2435'BOUND LANES OF THE HIGHWAY.
 CS2435'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2435
 CS2435                          STATION RECOVERY (1991)
 CS2435
 CS2435'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2435'RECOVERED IN GOOD CONDITION.
 CS2435
 CS2435                          STATION RECOVERY (1995)
 CS2435
 CS2435'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2435'RECOVERED IN GOOD CONDITION.
 CS2435
 CS2435                          STATION RECOVERY (1997)
 CS2435
 CS2435'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2435'RECOVERED IN GOOD CONDITION.
 CS2435
 CS2435                          STATION RECOVERY (2005)
 CS2435
 CS2435'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0899 ***********************************************************************
 CT0899  DESIGNATION -  T 1478
 CT0899  PID         -  CT0899
 CT0899  STATE/COUNTY-  TX/PALO PINTO
 CT0899  USGS QUAD   -  LIPAN (1984)
 CT0899
 CT0899                         *CURRENT SURVEY CONTROL
 CT0899  ___________________________________________________________________
 CT0899* NAD 83(1986)-  32 36 57.     (N)    098 05 53.     (W)     SCALED    
 CT0899* NAVD 88     -       252.735  (meters)     829.18   (feet)  ADJUSTED  
 CT0899  ___________________________________________________________________
 CT0899  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CT0899  DYNAMIC HT  -         252.424 (meters)     828.16  (feet)  COMP
 CT0899  MODELED GRAV-     979,402.6   (mgal)                       NAVD 88
 CT0899
 CT0899  VERT ORDER  -  FIRST     CLASS II
 CT0899
 CT0899.The horizontal coordinates were scaled from a topographic map and have
 CT0899.an estimated accuracy of +/- 6 seconds.
 CT0899
 CT0899.The orthometric height was determined by differential leveling
 CT0899.and adjusted by the National Geodetic Survey in June 1991..
 CT0899
 CT0899.The geoid height was determined by GEOID03.
 CT0899
 CT0899.The dynamic height is computed by dividing the NAVD 88
 CT0899.geopotential number by the normal gravity value computed on the
 CT0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0899.degrees latitude (g = 980.6199 gals.).
 CT0899
 CT0899.The modeled gravity was interpolated from observed gravity values.
 CT0899
 CT0899;                    North         East    Units  Estimated Accuracy
 CT0899;SPC TXNC     - 2,105,330.      637,720.      MT  (+/- 180 meters Scaled)
 CT0899
 CT0899                          SUPERSEDED SURVEY CONTROL
 CT0899
 CT0899.No superseded survey control is available for this station.
 CT0899
 CT0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB846090(NAD 83)
 CT0899_MARKER: DB = BENCH MARK DISK
 CT0899_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0899_SP_SET: PIER
 CT0899_STAMPING: T 1478 1983
 CT0899_MARK LOGO: NGS   
 CT0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0899
 CT0899  HISTORY     - Date     Condition        Report By
 CT0899  HISTORY     - 1983     MONUMENTED       NGS
 CT0899  HISTORY     - 19980822 GOOD             USPSQD
 CT0899  HISTORY     - 20020320 GOOD             USPSQD
 CT0899  HISTORY     - 20040327 GOOD             USPSQD
 CT0899
 CT0899                          STATION DESCRIPTION
 CT0899
 CT0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0899'33.0 KM (20.5 MI) WEST FROM WEATHERFORD.
 CT0899'33.0 KM (20.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0899'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE
 CT0899'SOUTH FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF THE EAST BOUND LANES
 CT0899'OF THE HIGHWAY OVERPASS OVER A PAVED ROAD, 9.7 METERS (31.8 FT) WEST
 CT0899'OF THE CENTERLINE OF A PAVED ROAD AND 6.7 METERS (22.0 FT) SOUTHEAST
 CT0899'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CT0899'THE MARK IS 1.3 M ABOVE THE GROUND.
 CT0899
 CT0899                          STATION RECOVERY (1998)
 CT0899
 CT0899'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0899'RECOVERED IN GOOD CONDITION.
 CT0899
 CT0899                          STATION RECOVERY (2002)
 CT0899
 CT0899'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CT0899'RECOVERED IN GOOD CONDITION.
 CT0899
 CT0899                          STATION RECOVERY (2004)
 CT0899
 CT0899'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2484 ***********************************************************************
 CS2484  DESIGNATION -  T 1479
 CS2484  PID         -  CS2484
 CS2484  STATE/COUNTY-  TX/TARRANT
 CS2484  USGS QUAD   -  BURLESON (1981)
 CS2484
 CS2484                         *CURRENT SURVEY CONTROL
 CS2484  ___________________________________________________________________
 CS2484* NAD 83(1986)-  32 36 50.     (N)    097 19 18.     (W)     SCALED    
 CS2484* NAVD 88     -       220.336  (meters)     722.89   (feet)  ADJUSTED  
 CS2484  ___________________________________________________________________
 CS2484  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS2484  DYNAMIC HT  -         220.074 (meters)     722.03  (feet)  COMP
 CS2484  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 CS2484
 CS2484  VERT ORDER  -  FIRST     CLASS II
 CS2484
 CS2484.The horizontal coordinates were scaled from a topographic map and have
 CS2484.an estimated accuracy of +/- 6 seconds.
 CS2484
 CS2484.The orthometric height was determined by differential leveling
 CS2484.and adjusted by the National Geodetic Survey in June 1991..
 CS2484
 CS2484.The geoid height was determined by GEOID03.
 CS2484
 CS2484.The dynamic height is computed by dividing the NAVD 88
 CS2484.geopotential number by the normal gravity value computed on the
 CS2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2484.degrees latitude (g = 980.6199 gals.).
 CS2484
 CS2484.The modeled gravity was interpolated from observed gravity values.
 CS2484
 CS2484;                    North         East    Units  Estimated Accuracy
 CS2484;SPC TXNC     - 2,105,660.      710,580.      MT  (+/- 180 meters Scaled)
 CS2484
 CS2484                          SUPERSEDED SURVEY CONTROL
 CS2484
 CS2484.No superseded survey control is available for this station.
 CS2484
 CS2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB574097(NAD 83)
 CS2484_MARKER: DV = VERTICAL CONTROL DISK
 CS2484_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2484_SP_SET: PIER
 CS2484_STAMPING: T 1479 1983
 CS2484_MARK LOGO: NGS   
 CS2484_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS2484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2484
 CS2484  HISTORY     - Date     Condition        Report By
 CS2484  HISTORY     - 1983     MONUMENTED       NGS
 CS2484  HISTORY     - 19860423 GOOD             NGS
 CS2484  HISTORY     - 1990     GOOD             USPSQD
 CS2484  HISTORY     - 19960301 GOOD             USPSQD
 CS2484  HISTORY     - 20041023 GOOD             USPSQD
 CS2484
 CS2484                          STATION DESCRIPTION
 CS2484
 CS2484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2484'5.8 KM (3.6 MI) SOUTH FROM FORT WORTH.
 CS2484'5.8 KM (3.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH
 CS2484'INTERSTATE HIGHWAY 20 IN FORT WORTH, SET VERTICALLY IN THE SOUTH FACE
 CS2484'OF THE MOST WESTERLY 1 OF 7 PIERS OF THE HIGHWAY OVERPASS OVER
 CS2484'RISINGER ROAD, 16.2 METERS (53.1 FT) WEST OF THE CENTER OF THE HIGHWAY
 CS2484'AND 9.4 METERS (30.8 FT) NORTH OF THE CENTERLINE OF THE ROAD.
 CS2484'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2484
 CS2484                          STATION RECOVERY (1986)
 CS2484
 CS2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RHK)
 CS2484'RECOVERED AS DESCRIBED.
 CS2484
 CS2484                          STATION RECOVERY (1990)
 CS2484
 CS2484'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS2484'RECOVERED IN GOOD CONDITION.
 CS2484
 CS2484                          STATION RECOVERY (1996)
 CS2484
 CS2484'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2484'RECOVERED IN GOOD CONDITION.
 CS2484
 CS2484                          STATION RECOVERY (2004)
 CS2484
 CS2484'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS2484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0941 ***********************************************************************
 CT0941  DESIGNATION -  T 1480
 CT0941  PID         -  CT0941
 CT0941  STATE/COUNTY-  TX/EASTLAND
 CT0941  USGS QUAD   -  EASTLAND (1987)
 CT0941
 CT0941                         *CURRENT SURVEY CONTROL
 CT0941  ___________________________________________________________________
 CT0941* NAD 83(1986)-  32 22 34.     (N)    098 49 51.     (W)     SCALED    
 CT0941* NAVD 88     -       439.094  (meters)    1440.59   (feet)  ADJUSTED  
 CT0941  ___________________________________________________________________
 CT0941  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CT0941  DYNAMIC HT  -         438.531 (meters)    1438.75  (feet)  COMP
 CT0941  MODELED GRAV-     979,342.0   (mgal)                       NAVD 88
 CT0941
 CT0941  VERT ORDER  -  FIRST     CLASS II
 CT0941
 CT0941.The horizontal coordinates were scaled from a topographic map and have
 CT0941.an estimated accuracy of +/- 6 seconds.
 CT0941
 CT0941.The orthometric height was determined by differential leveling
 CT0941.and adjusted by the National Geodetic Survey in June 1991..
 CT0941
 CT0941.The geoid height was determined by GEOID03.
 CT0941
 CT0941.The dynamic height is computed by dividing the NAVD 88
 CT0941.geopotential number by the normal gravity value computed on the
 CT0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0941.degrees latitude (g = 980.6199 gals.).
 CT0941
 CT0941.The modeled gravity was interpolated from observed gravity values.
 CT0941
 CT0941;                    North         East    Units  Estimated Accuracy
 CT0941;SPC TXNC     - 2,078,720.      568,870.      MT  (+/- 180 meters Scaled)
 CT0941
 CT0941                          SUPERSEDED SURVEY CONTROL
 CT0941
 CT0941.No superseded survey control is available for this station.
 CT0941
 CT0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA159821(NAD 83)
 CT0941_MARKER: DB = BENCH MARK DISK
 CT0941_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0941_SP_SET: PIER
 CT0941_STAMPING: T 1480 1983
 CT0941_MARK LOGO: NGS   
 CT0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0941
 CT0941  HISTORY     - Date     Condition        Report By
 CT0941  HISTORY     - 1983     MONUMENTED       NGS
 CT0941  HISTORY     - 20020316 GOOD             USPSQD
 CT0941
 CT0941                          STATION DESCRIPTION
 CT0941
 CT0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0941'14.9 KM (9.25 MI) WEST FROM RANGER.
 CT0941'14.9 KM (9.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0941'JUNCTION WITH FARM ROAD 2461 IN RANGER, SET VERTICALLY IN THE SOUTH
 CT0941'FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF THE EAST BOUND OVERPASS
 CT0941'OVER STATE HIGHWAY 6 (EXIT 340), 10.7 METERS (35.1 FT) WEST OF THE
 CT0941'CENTERLINE OF HIGHWAY 6 AND 5.2 METERS (17.1 FT) SOUTH OF THE
 CT0941'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CT0941'THE MARK IS 1.3 M ABOVE THE GROUND.
 CT0941
 CT0941                          STATION RECOVERY (2002)
 CT0941
 CT0941'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0901 ***********************************************************************
 CT0901  DESIGNATION -  T 1481
 CT0901  PID         -  CT0901
 CT0901  STATE/COUNTY-  TX/PALO PINTO
 CT0901  USGS QUAD   -  LIPAN (1984)
 CT0901
 CT0901                         *CURRENT SURVEY CONTROL
 CT0901  ___________________________________________________________________
 CT0901* NAD 83(1986)-  32 36 01.     (N)    098 07 20.     (W)     SCALED    
 CT0901* NAVD 88     -       254.439  (meters)     834.77   (feet)  ADJUSTED  
 CT0901  ___________________________________________________________________
 CT0901  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CT0901  DYNAMIC HT  -         254.125 (meters)     833.74  (feet)  COMP
 CT0901  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 CT0901
 CT0901  VERT ORDER  -  FIRST     CLASS II
 CT0901
 CT0901.The horizontal coordinates were scaled from a topographic map and have
 CT0901.an estimated accuracy of +/- 6 seconds.
 CT0901
 CT0901.The orthometric height was determined by differential leveling
 CT0901.and adjusted by the National Geodetic Survey in June 1991..
 CT0901
 CT0901.The geoid height was determined by GEOID03.
 CT0901
 CT0901.The dynamic height is computed by dividing the NAVD 88
 CT0901.geopotential number by the normal gravity value computed on the
 CT0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0901.degrees latitude (g = 980.6199 gals.).
 CT0901
 CT0901.The modeled gravity was interpolated from observed gravity values.
 CT0901
 CT0901;                    North         East    Units  Estimated Accuracy
 CT0901;SPC TXNC     - 2,103,590.      635,460.      MT  (+/- 180 meters Scaled)
 CT0901
 CT0901                          SUPERSEDED SURVEY CONTROL
 CT0901
 CT0901.No superseded survey control is available for this station.
 CT0901
 CT0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB823073(NAD 83)
 CT0901_MARKER: I = METAL ROD
 CT0901_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0901_SP_SET: STAINLESS STEEL ROD
 CT0901_STAMPING: T 1481 1983
 CT0901_MARK LOGO: NGS   
 CT0901_PROJECTION: FLUSH
 CT0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0901_ROD/PIPE-DEPTH: 4.0  meters
 CT0901
 CT0901  HISTORY     - Date     Condition        Report By
 CT0901  HISTORY     - 1983     MONUMENTED       NGS
 CT0901  HISTORY     - 19980822 GOOD             USPSQD
 CT0901  HISTORY     - 20040327 GOOD             USPSQD
 CT0901
 CT0901                          STATION DESCRIPTION
 CT0901
 CT0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0901'35.7 KM (22.15 MI) WEST FROM WEATHERFORD.
 CT0901'35.7 KM (22.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0901'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 53.3 METERS (174.9 FT)
 CT0901'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 CT0901'45.1 METERS (148.0 FT) SOUTHEAST OF MILEPOST 386, 14.8 METERS (48.6
 CT0901'FT) SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD AND 7.0 METERS
 CT0901'(23.0 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO
 CT0901'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0901'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CT0901'THE MARK IS 0.6 M ABOVE THE ROAD.
 CT0901
 CT0901                          STATION RECOVERY (1998)
 CT0901
 CT0901'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0901'RECOVERED IN GOOD CONDITION.
 CT0901
 CT0901                          STATION RECOVERY (2004)
 CT0901
 CT0901'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0644 ***********************************************************************
 DO0644  DESIGNATION -  T 1482
 DO0644  PID         -  DO0644
 DO0644  STATE/COUNTY-  TX/WICHITA
 DO0644  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0644
 DO0644                         *CURRENT SURVEY CONTROL
 DO0644  ___________________________________________________________________
 DO0644* NAD 83(1986)-  33 55 49.     (N)    098 32 11.     (W)     SCALED    
 DO0644* NAVD 88     -       291.500  (meters)     956.36   (feet)  ADJUSTED  
 DO0644  ___________________________________________________________________
 DO0644  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DO0644  DYNAMIC HT  -         291.180 (meters)     955.31  (feet)  COMP
 DO0644  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 DO0644
 DO0644  VERT ORDER  -  FIRST     CLASS II
 DO0644
 DO0644.The horizontal coordinates were scaled from a topographic map and have
 DO0644.an estimated accuracy of +/- 6 seconds.
 DO0644
 DO0644.The orthometric height was determined by differential leveling
 DO0644.and adjusted by the National Geodetic Survey in June 1991..
 DO0644
 DO0644.The geoid height was determined by GEOID03.
 DO0644
 DO0644.The dynamic height is computed by dividing the NAVD 88
 DO0644.geopotential number by the normal gravity value computed on the
 DO0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0644.degrees latitude (g = 980.6199 gals.).
 DO0644
 DO0644.The modeled gravity was interpolated from observed gravity values.
 DO0644
 DO0644;                    North         East    Units  Estimated Accuracy
 DO0644;SPC TXNC     - 2,251,020.      596,640.      MT  (+/- 180 meters Scaled)
 DO0644
 DO0644                          SUPERSEDED SURVEY CONTROL
 DO0644
 DO0644.No superseded survey control is available for this station.
 DO0644
 DO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC428545(NAD 83)
 DO0644_MARKER: DB = BENCH MARK DISK
 DO0644_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0644_SP_SET: PIER
 DO0644_STAMPING: T 1482 1984
 DO0644_MARK LOGO: NGS   
 DO0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0644+STABILITY: POSITION/ELEVATION WELL
 DO0644
 DO0644  HISTORY     - Date     Condition        Report By
 DO0644  HISTORY     - 1984     MONUMENTED       NGS
 DO0644  HISTORY     - 20010525 GOOD             USPSQD
 DO0644
 DO0644                          STATION DESCRIPTION
 DO0644
 DO0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0644'IN WICHITA FALLS.
 DO0644'IN WICHITA FALLS, AT THE INTERSECTION OF THE BURLINGTON NORTHERN
 DO0644'RAILROAD AND STATE HIGHWAY LOOP 11, SET VERTICALLY IN THE SOUTH FACE
 DO0644'OF THE MOST WESTERLY 1 OF 3 COLUMNS OF THE 1ST PIER NORTH OF THE
 DO0644'TRACKS OF THE SOUTH BOUND LANES OF THE HIGHWAY OVERPASS OVER THE
 DO0644'TRACKS, 5.0 METERS (16.4 FT) WEST OF THE CENTER OF THE HIGHWAY, AND
 DO0644'4.1 METERS (13.5 FT) NORTH OF THE NEAR RAIL.
 DO0644'THE MARK IS 1.3 M ABOVE THE GROUND.
 DO0644
 DO0644                          STATION RECOVERY (2001)
 DO0644
 DO0644'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0535 ***********************************************************************
 EM0535  DESIGNATION -  T 1483
 EM0535  PID         -  EM0535
 EM0535  STATE/COUNTY-  TX/WILBARGER
 EM0535  USGS QUAD   -  OKLAUNION (1985)
 EM0535
 EM0535                         *CURRENT SURVEY CONTROL
 EM0535  ___________________________________________________________________
 EM0535* NAD 83(1986)-  34 07 52.     (N)    099 09 15.     (W)     SCALED    
 EM0535* NAVD 88     -       374.024  (meters)    1227.11   (feet)  ADJUSTED  
 EM0535  ___________________________________________________________________
 EM0535  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 EM0535  DYNAMIC HT  -         373.605 (meters)    1225.74  (feet)  COMP
 EM0535  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 EM0535
 EM0535  VERT ORDER  -  FIRST     CLASS II
 EM0535
 EM0535.The horizontal coordinates were scaled from a topographic map and have
 EM0535.an estimated accuracy of +/- 6 seconds.
 EM0535
 EM0535.The orthometric height was determined by differential leveling
 EM0535.and adjusted by the National Geodetic Survey in June 1991..
 EM0535
 EM0535.The geoid height was determined by GEOID03.
 EM0535
 EM0535.The dynamic height is computed by dividing the NAVD 88
 EM0535.geopotential number by the normal gravity value computed on the
 EM0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0535.degrees latitude (g = 980.6199 gals.).
 EM0535
 EM0535.The modeled gravity was interpolated from observed gravity values.
 EM0535
 EM0535;                    North         East    Units  Estimated Accuracy
 EM0535;SPC TXNC     - 2,273,490.      539,660.      MT  (+/- 180 meters Scaled)
 EM0535
 EM0535                          SUPERSEDED SURVEY CONTROL
 EM0535
 EM0535.No superseded survey control is available for this station.
 EM0535
 EM0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC857767(NAD 83)
 EM0535_MARKER: DB = BENCH MARK DISK
 EM0535_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0535_SP_SET: ABUTMENT
 EM0535_STAMPING: T 1483 1984
 EM0535_MARK LOGO: NGS   
 EM0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0535+STABILITY: POSITION/ELEVATION WELL
 EM0535
 EM0535  HISTORY     - Date     Condition        Report By
 EM0535  HISTORY     - 1984     MONUMENTED       NGS
 EM0535
 EM0535                          STATION DESCRIPTION
 EM0535
 EM0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0535'12.5 KM (7.75 MI) SE FROM VERNON.
 EM0535'12.5 KM (7.75 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0535'FROM THE STATION IN VERNON, IN TOP OF AND 0.1 METER (0.3 FT) NORTHWEST
 EM0535'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF U.S.
 EM0535'HIGHWAY 287 OVERPASS OVER THE TRACKS, 45.7 METERS (149.9 FT) NORTH OF
 EM0535'THE NEAR RAIL, AND 7.8 METERS (25.6 FT) SOUTHEAST OF THE CENTERLINE OF
 EM0535'THE SOUTHEAST BOUND LANES OF THE HIGHWAY.
 EM0535'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0594 ***********************************************************************
 EN0594  DESIGNATION -  T 1484
 EN0594  PID         -  EN0594
 EN0594  STATE/COUNTY-  TX/HALL
 EN0594  USGS QUAD   -  ESTELLINE (1985)
 EN0594
 EN0594                         *CURRENT SURVEY CONTROL
 EN0594  ___________________________________________________________________
 EN0594* NAD 83(1986)-  34 32 46.     (N)    100 26 21.     (W)     SCALED    
 EN0594* NAVD 88     -       559.415  (meters)    1835.35   (feet)  ADJUSTED  
 EN0594  ___________________________________________________________________
 EN0594  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EN0594  DYNAMIC HT  -         558.781 (meters)    1833.27  (feet)  COMP
 EN0594  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 EN0594
 EN0594  VERT ORDER  -  FIRST     CLASS II
 EN0594
 EN0594.The horizontal coordinates were scaled from a topographic map and have
 EN0594.an estimated accuracy of +/- 6 seconds.
 EN0594
 EN0594.The orthometric height was determined by differential leveling
 EN0594.and adjusted by the National Geodetic Survey in June 1991..
 EN0594
 EN0594.The geoid height was determined by GEOID03.
 EN0594
 EN0594.The dynamic height is computed by dividing the NAVD 88
 EN0594.geopotential number by the normal gravity value computed on the
 EN0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0594.degrees latitude (g = 980.6199 gals.).
 EN0594
 EN0594.The modeled gravity was interpolated from observed gravity values.
 EN0594
 EN0594;                    North         East    Units  Estimated Accuracy
 EN0594;SPC TX N     - 1,061,110.      297,370.      MT  (+/- 180 meters Scaled)
 EN0594
 EN0594                          SUPERSEDED SURVEY CONTROL
 EN0594
 EN0594.No superseded survey control is available for this station.
 EN0594
 EN0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD679236(NAD 83)
 EN0594_MARKER: I = METAL ROD
 EN0594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0594_SP_SET: STAINLESS STEEL ROD
 EN0594_STAMPING: T 1484 1984
 EN0594_MARK LOGO: NGS   
 EN0594_PROJECTION: FLUSH
 EN0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0594_ROD/PIPE-DEPTH: 19.5 meters
 EN0594
 EN0594  HISTORY     - Date     Condition        Report By
 EN0594  HISTORY     - 1984     MONUMENTED       NGS
 EN0594
 EN0594                          STATION DESCRIPTION
 EN0594
 EN0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0594'23.5 KM (14.6 MI) NW FROM CHILDRESS.
 EN0594'23.5 KM (14.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0594'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, OR 23.1 KM (14.35 MI)
 EN0594'SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH STATE
 EN0594'HIGHWAY 256 IN MEMPHIS, NEAR THE CENTER OF THE SOUTH EDGE OF A SMALL
 EN0594'PARK IN ESTELLINE, 30.1 M (98.8 FT) WEST OF THE CENTERLINE OF THE
 EN0594'SOUTHEAST BOUND LANES OF U.S. HIGHWAY 287, 20.8 M (68.2 FT) NORTH OF
 EN0594'THE CENTERLINE OF STATE HIGHWAY 86, 0.9 M (3.0 FT) EAST OF A UTILITY
 EN0594'POLE WITH A STREET LIGHT, AND 0.8 M (2.6 FT) NORTH OF THE NORTH CURB
 EN0594'OF THE STATE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 EN0594'5-INCH LOGO CAP.
 EN0594'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EN0594'THE MARK IS ABOVE LEVEL WITH THE STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0928 ***********************************************************************
 DN0928  DESIGNATION -  T 1485
 DN0928  PID         -  DN0928
 DN0928  STATE/COUNTY-  TX/WISE
 DN0928  USGS QUAD   -  PECAN CREEK (1978)
 DN0928
 DN0928                         *CURRENT SURVEY CONTROL
 DN0928  ___________________________________________________________________
 DN0928* NAD 83(1986)-  33 15 26.     (N)    097 36 38.     (W)     SCALED    
 DN0928* NAVD 88     -       280.307  (meters)     919.64   (feet)  ADJUSTED  
 DN0928  ___________________________________________________________________
 DN0928  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DN0928  DYNAMIC HT  -         279.984 (meters)     918.58  (feet)  COMP
 DN0928  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 DN0928
 DN0928  VERT ORDER  -  FIRST     CLASS II
 DN0928
 DN0928.The horizontal coordinates were scaled from a topographic map and have
 DN0928.an estimated accuracy of +/- 6 seconds.
 DN0928
 DN0928.The orthometric height was determined by differential leveling
 DN0928.and adjusted by the National Geodetic Survey in June 1991..
 DN0928
 DN0928.The geoid height was determined by GEOID03.
 DN0928
 DN0928.The dynamic height is computed by dividing the NAVD 88
 DN0928.geopotential number by the normal gravity value computed on the
 DN0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0928.degrees latitude (g = 980.6199 gals.).
 DN0928
 DN0928.The modeled gravity was interpolated from observed gravity values.
 DN0928
 DN0928;                    North         East    Units  Estimated Accuracy
 DN0928;SPC TXNC     - 2,176,730.      682,870.      MT  (+/- 180 meters Scaled)
 DN0928
 DN0928                          SUPERSEDED SURVEY CONTROL
 DN0928
 DN0928.No superseded survey control is available for this station.
 DN0928
 DN0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB294806(NAD 83)
 DN0928_MARKER: I = METAL ROD
 DN0928_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0928_SP_SET: STAINLESS STEEL ROD
 DN0928_STAMPING: T 1485 1984
 DN0928_MARK LOGO: NGS   
 DN0928_PROJECTION: FLUSH
 DN0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0928_ROD/PIPE-DEPTH: 4.9  meters
 DN0928
 DN0928  HISTORY     - Date     Condition        Report By
 DN0928  HISTORY     - 1984     MONUMENTED       NGS
 DN0928  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0928
 DN0928                          STATION DESCRIPTION
 DN0928
 DN0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0928'3.8 KM (2.4 MI) NW FROM DECATUR.
 DN0928'1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE BURLINGTON NORTHERN
 DN0928'RAILROAD STATION IN DECATUR, THENCE 2.3 KM (1.45 MI) NORTHWESTERLY
 DN0928'ALONG U.S. HIGHWAYS 287 AND 81, 19.0 M (62.3 FT) SOUTHWEST OF THE
 DN0928'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 6.0 M
 DN0928'(19.7 FT) N OF THE CENTER OF A GRAVELED ROAD, 2.1 METERS (6.9 FT) WEST
 DN0928'OF A FENCE CORNER, AND 0.3 METER (1.0 FT) SOUTH OF A FENCE.
 DN0928'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0928'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DN0928'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DN0928
 DN0928                          STATION RECOVERY (1997)
 DN0928
 DN0928'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0946 ***********************************************************************
 DN0946  DESIGNATION -  T 1486
 DN0946  PID         -  DN0946
 DN0946  STATE/COUNTY-  TX/MONTAGUE
 DN0946  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0946
 DN0946                         *CURRENT SURVEY CONTROL
 DN0946  ___________________________________________________________________
 DN0946* NAD 83(1986)-  33 35 21.     (N)    097 55 05.     (W)     SCALED    
 DN0946* NAVD 88     -       320.268  (meters)    1050.75   (feet)  ADJUSTED  
 DN0946  ___________________________________________________________________
 DN0946  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DN0946  DYNAMIC HT  -         319.914 (meters)    1049.58  (feet)  COMP
 DN0946  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 DN0946
 DN0946  VERT ORDER  -  FIRST     CLASS II
 DN0946
 DN0946.The horizontal coordinates were scaled from a topographic map and have
 DN0946.an estimated accuracy of +/- 6 seconds.
 DN0946
 DN0946.The orthometric height was determined by differential leveling
 DN0946.and adjusted by the National Geodetic Survey in June 1991..
 DN0946
 DN0946.The geoid height was determined by GEOID03.
 DN0946
 DN0946.The dynamic height is computed by dividing the NAVD 88
 DN0946.geopotential number by the normal gravity value computed on the
 DN0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0946.degrees latitude (g = 980.6199 gals.).
 DN0946
 DN0946.The modeled gravity was interpolated from observed gravity values.
 DN0946
 DN0946;                    North         East    Units  Estimated Accuracy
 DN0946;SPC TXNC     - 2,213,340.      654,020.      MT  (+/- 180 meters Scaled)
 DN0946
 DN0946                          SUPERSEDED SURVEY CONTROL
 DN0946
 DN0946.No superseded survey control is available for this station.
 DN0946
 DN0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC003171(NAD 83)
 DN0946_MARKER: I = METAL ROD
 DN0946_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0946_SP_SET: STAINLESS STEEL ROD
 DN0946_STAMPING: T 1486 1984
 DN0946_MARK LOGO: NGS   
 DN0946_PROJECTION: FLUSH
 DN0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0946_ROD/PIPE-DEPTH: 3.7  meters
 DN0946
 DN0946  HISTORY     - Date     Condition        Report By
 DN0946  HISTORY     - 1984     MONUMENTED       NGS
 DN0946  HISTORY     - 19961116 GOOD             USPSQD
 DN0946
 DN0946                          STATION DESCRIPTION
 DN0946
 DN0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0946'7.4 KM (4.6 MI) NW FROM BOWIE.
 DN0946'7.4 KM (4.6 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0946'FROM THE STATION IN BOWIE, 146.3 METERS (480.0 FT) SOUTHWEST OF
 DN0946'MILEPOST 73, 142.6 METERS (467.8 FT) SOUTHWEST OF THE NEAR RAIL,
 DN0946'47.9 METERS (157.2 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 DN0946'47.2 METERS (154.9 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 DN0946'BOUND LANES OF U.S. HIGHWAY 287, AND 0.9 M (3.0 FT) NORTHWEST OF A
 DN0946'FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DN0946'CAP.
 DN0946'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 DN0946'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 DN0946
 DN0946                          STATION RECOVERY (1996)
 DN0946
 DN0946'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0567 ***********************************************************************
 EM0567  DESIGNATION -  T 1487
 EM0567  PID         -  EM0567
 EM0567  STATE/COUNTY-  TX/HARDEMAN
 EM0567  USGS QUAD   -  QUANAH WEST (1990)
 EM0567
 EM0567                         *CURRENT SURVEY CONTROL
 EM0567  ___________________________________________________________________
 EM0567* NAD 83(1986)-  34 19 02.     (N)    099 49 29.     (W)     SCALED    
 EM0567* NAVD 88     -       463.240  (meters)    1519.81   (feet)  ADJUSTED  
 EM0567  ___________________________________________________________________
 EM0567  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EM0567  DYNAMIC HT  -         462.717 (meters)    1518.10  (feet)  COMP
 EM0567  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 EM0567
 EM0567  VERT ORDER  -  FIRST     CLASS II
 EM0567
 EM0567.The horizontal coordinates were scaled from a topographic map and have
 EM0567.an estimated accuracy of +/- 6 seconds.
 EM0567
 EM0567.The orthometric height was determined by differential leveling
 EM0567.and adjusted by the National Geodetic Survey in June 1991..
 EM0567
 EM0567.The geoid height was determined by GEOID03.
 EM0567
 EM0567.The dynamic height is computed by dividing the NAVD 88
 EM0567.geopotential number by the normal gravity value computed on the
 EM0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0567.degrees latitude (g = 980.6199 gals.).
 EM0567
 EM0567.The modeled gravity was interpolated from observed gravity values.
 EM0567
 EM0567;                    North         East    Units  Estimated Accuracy
 EM0567;SPC TXNC     - 2,294,720.      478,060.      MT  (+/- 180 meters Scaled)
 EM0567
 EM0567                          SUPERSEDED SURVEY CONTROL
 EM0567
 EM0567.No superseded survey control is available for this station.
 EM0567
 EM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC241976(NAD 83)
 EM0567_MARKER: DB = BENCH MARK DISK
 EM0567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0567_SP_SET: PIER
 EM0567_STAMPING: T 1487 1984
 EM0567_MARK LOGO: NGS   
 EM0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0567+STABILITY: POSITION/ELEVATION WELL
 EM0567
 EM0567  HISTORY     - Date     Condition        Report By
 EM0567  HISTORY     - 1984     MONUMENTED       NGS
 EM0567
 EM0567                          STATION DESCRIPTION
 EM0567
 EM0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0567'8.5 KM (5.3 MI) NW FROM QUANAH.
 EM0567'8.5 KM (5.3 MI) NORTHWEST ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 EM0567'WITH STATE HIGHWAY 6 IN QUANAH, SET VERTICALLY IN THE EAST FACE OF THE
 EM0567'MOST EASTERLY 1 OF 3 COLUMNS OF THE FIRST PIER SOUTHEAST OF THE
 EM0567'NORTHWEST ABUTMENT OF THE NORTHWEST BOUND LANE HIGHWAY OVERPASS OVER
 EM0567'THE BURINGTON NORTHERN RAILROAD AND A PAVED ROAD, 9.2 M (30.2 FT)
 EM0567'NORTH OF THE CENTERLINE OF THE PAVED ROAD, AND 6.1 M (20.0 FT)
 EM0567'NORTHEAST OF THE CENTER OF THE HIGHWAY.
 EM0567'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1298 ***********************************************************************
 GL1298  DESIGNATION -  T 1488
 GL1298  PID         -  GL1298
 GL1298  STATE/COUNTY-  TX/DALLAM
 GL1298  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL1298
 GL1298                         *CURRENT SURVEY CONTROL
 GL1298  ___________________________________________________________________
 GL1298* NAD 83(1986)-  36 20 09.     (N)    102 32 14.     (W)     SCALED    
 GL1298* NAVD 88     -      1261.664  (meters)    4139.31   (feet)  ADJUSTED  
 GL1298  ___________________________________________________________________
 GL1298  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 GL1298  DYNAMIC HT  -        1260.230 (meters)    4134.60  (feet)  COMP
 GL1298  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 GL1298
 GL1298  VERT ORDER  -  FIRST     CLASS II
 GL1298
 GL1298.The horizontal coordinates were scaled from a topographic map and have
 GL1298.an estimated accuracy of +/- 6 seconds.
 GL1298
 GL1298.The orthometric height was determined by differential leveling
 GL1298.and adjusted by the National Geodetic Survey in June 1991..
 GL1298
 GL1298.The geoid height was determined by GEOID03.
 GL1298
 GL1298.The dynamic height is computed by dividing the NAVD 88
 GL1298.geopotential number by the normal gravity value computed on the
 GL1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1298.degrees latitude (g = 980.6199 gals.).
 GL1298
 GL1298.The modeled gravity was interpolated from observed gravity values.
 GL1298
 GL1298;                    North         East    Units  Estimated Accuracy
 GL1298;SPC TX N     - 1,259,630.      106,880.      MT  (+/- 180 meters Scaled)
 GL1298
 GL1298                          SUPERSEDED SURVEY CONTROL
 GL1298
 GL1298.No superseded survey control is available for this station.
 GL1298
 GL1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA210240(NAD 83)
 GL1298_MARKER: I = METAL ROD
 GL1298_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GL1298+WITH SETTING: INFORMATION.
 GL1298_SP_SET: SHALLOW-SET METAL ROD
 GL1298_STAMPING: T 1488 1985
 GL1298_MARK LOGO: NGS   
 GL1298_PROJECTION: FLUSH
 GL1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1298_ROD/PIPE-DEPTH: 0.9  meters
 GL1298
 GL1298  HISTORY     - Date     Condition        Report By
 GL1298  HISTORY     - 1985     MONUMENTED       NGS
 GL1298
 GL1298                          STATION DESCRIPTION
 GL1298
 GL1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1298'31.0 KM (19.25 MI) NORT FROM DALHART.
 GL1298'31.0 KM (19.25 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1298'WITH U.S. HIGHWAY 54 IN DALHART, 22.7 M (74.5 FT) WEST OF THE
 GL1298'CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT) NORTH OF A UTILITY POLE.
 GL1298'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1298'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GL1298'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0610 ***********************************************************************
 EN0610  DESIGNATION -  T 1489
 EN0610  PID         -  EN0610
 EN0610  STATE/COUNTY-  TX/DONLEY
 EN0610  USGS QUAD   -  GILES (1982)
 EN0610
 EN0610                         *CURRENT SURVEY CONTROL
 EN0610  ___________________________________________________________________
 EN0610* NAD 83(1986)-  34 47 03.     (N)    100 34 49.     (W)     SCALED    
 EN0610* NAVD 88     -       693.374  (meters)    2274.84   (feet)  ADJUSTED  
 EN0610  ___________________________________________________________________
 EN0610  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EN0610  DYNAMIC HT  -         692.596 (meters)    2272.29  (feet)  COMP
 EN0610  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 EN0610
 EN0610  VERT ORDER  -  FIRST     CLASS II
 EN0610
 EN0610.The horizontal coordinates were scaled from a topographic map and have
 EN0610.an estimated accuracy of +/- 6 seconds.
 EN0610
 EN0610.The orthometric height was determined by differential leveling
 EN0610.and adjusted by the National Geodetic Survey in June 1991..
 EN0610
 EN0610.The geoid height was determined by GEOID03.
 EN0610
 EN0610.The dynamic height is computed by dividing the NAVD 88
 EN0610.geopotential number by the normal gravity value computed on the
 EN0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0610.degrees latitude (g = 980.6199 gals.).
 EN0610
 EN0610.The modeled gravity was interpolated from observed gravity values.
 EN0610
 EN0610;                    North         East    Units  Estimated Accuracy
 EN0610;SPC TX N     - 1,087,390.      284,180.      MT  (+/- 180 meters Scaled)
 EN0610
 EN0610                          SUPERSEDED SURVEY CONTROL
 EN0610
 EN0610.No superseded survey control is available for this station.
 EN0610
 EN0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD554502(NAD 83)
 EN0610_MARKER: I = METAL ROD
 EN0610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0610_SP_SET: STAINLESS STEEL ROD
 EN0610_STAMPING: T 1489 1984
 EN0610_MARK LOGO: NGS   
 EN0610_PROJECTION: FLUSH
 EN0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0610_ROD/PIPE-DEPTH: 7.7  meters
 EN0610
 EN0610  HISTORY     - Date     Condition        Report By
 EN0610  HISTORY     - 1984     MONUMENTED       NGS
 EN0610
 EN0610                          STATION DESCRIPTION
 EN0610
 EN0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0610'7.8 KM (4.85 MI) NW FROM MEMPHIS.
 EN0610'7.8 KM (4.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0610'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 31.7 M (104.0 FT) NORTH OF
 EN0610'THE CENTER OF A DIRT ROAD LEADING EAST, 20.0 M (65.6 FT) EAST OF THE
 EN0610'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 12.4 M
 EN0610'(40.7 FT) WEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 EN0610'AND 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 EN0610'POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0610'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EN0610'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1124 ***********************************************************************
 CS1124  DESIGNATION -  T 149
 CS1124  PID         -  CS1124
 CS1124  STATE/COUNTY-  TX/DALLAS
 CS1124  USGS QUAD   -  ROWLETT (1973)
 CS1124
 CS1124                         *CURRENT SURVEY CONTROL
 CS1124  ___________________________________________________________________
 CS1124* NAD 83(1986)-  32 54 12.     (N)    096 32 50.     (W)     SCALED    
 CS1124* NAVD 88     -       139.087  (meters)     456.32   (feet)  ADJUSTED  
 CS1124  ___________________________________________________________________
 CS1124  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CS1124  DYNAMIC HT  -         138.935 (meters)     455.82  (feet)  COMP
 CS1124  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 CS1124
 CS1124  VERT ORDER  -  FIRST     CLASS II
 CS1124
 CS1124.The horizontal coordinates were scaled from a topographic map and have
 CS1124.an estimated accuracy of +/- 6 seconds.
 CS1124
 CS1124.The orthometric height was determined by differential leveling
 CS1124.and adjusted by the National Geodetic Survey in June 1991..
 CS1124
 CS1124.The geoid height was determined by GEOID03.
 CS1124
 CS1124.The dynamic height is computed by dividing the NAVD 88
 CS1124.geopotential number by the normal gravity value computed on the
 CS1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1124.degrees latitude (g = 980.6199 gals.).
 CS1124
 CS1124.The modeled gravity was interpolated from observed gravity values.
 CS1124
 CS1124;                    North         East    Units  Estimated Accuracy
 CS1124;SPC TXNC     - 2,138,830.      782,660.      MT  (+/- 180 meters Scaled)
 CS1124
 CS1124                          SUPERSEDED SURVEY CONTROL
 CS1124
 CS1124  NGVD 29 (??/??/92)  139.109  (m)          456.39   (f) ADJ UNCH    1 2
 CS1124
 CS1124.Superseded values are not recommended for survey control.
 CS1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1124.See file dsdata.txt to determine how the superseded data were derived.
 CS1124
 CS1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB294432(NAD 83)
 CS1124_MARKER: DB = BENCH MARK DISK
 CS1124_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1124_SP_SET: ABUTMENT
 CS1124_STAMPING: T 149 1939
 CS1124_MARK LOGO: CGS   
 CS1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1124
 CS1124  HISTORY     - Date     Condition        Report By
 CS1124  HISTORY     - 1939     MONUMENTED       CGS
 CS1124  HISTORY     - 1986     GOOD             NGS
 CS1124
 CS1124                          STATION DESCRIPTION
 CS1124
 CS1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CS1124'1.1 MI SE FROM ROWLETT.
 CS1124'ON THE KATY RAILROAD 1.1 MILES SOUTHEAST OF DEPOT.  ON TOP OF THE
 CS1124'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE CONCRETE
 CS1124'RAILROAD OVERPASS OVER U.S. HIGHWAY NO. 67.  11.0 FT. NORTHEAST OF THE
 CS1124'CENTERLINE OF TRACK.  2.0 FT. BELOW THE TOP OF RAIL.
 CS1124
 CS1124                          STATION RECOVERY (1986)
 CS1124
 CS1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1124'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.1 KM (5.65
 CS1124'MI) EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD FROM THE STATION
 CS1124'IN GARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1610 ***********************************************************************
 FL1610  DESIGNATION -  T 1490
 FL1610  PID         -  FL1610
 FL1610  STATE/COUNTY-  TX/CARSON
 FL1610  USGS QUAD   -  GROOM (1983)
 FL1610
 FL1610                         *CURRENT SURVEY CONTROL
 FL1610  ___________________________________________________________________
 FL1610* NAD 83(1986)-  35 12 00.     (N)    101 06 26.     (W)     SCALED    
 FL1610* NAVD 88     -       994.995  (meters)    3264.41   (feet)  ADJUSTED  
 FL1610  ___________________________________________________________________
 FL1610  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1610  DYNAMIC HT  -         993.839 (meters)    3260.62  (feet)  COMP
 FL1610  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 FL1610
 FL1610  VERT ORDER  -  FIRST     CLASS II
 FL1610
 FL1610.The horizontal coordinates were scaled from a topographic map and have
 FL1610.an estimated accuracy of +/- 6 seconds.
 FL1610
 FL1610.The orthometric height was determined by differential leveling
 FL1610.and adjusted by the National Geodetic Survey in June 1991..
 FL1610
 FL1610.The geoid height was determined by GEOID03.
 FL1610
 FL1610.The dynamic height is computed by dividing the NAVD 88
 FL1610.geopotential number by the normal gravity value computed on the
 FL1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1610.degrees latitude (g = 980.6199 gals.).
 FL1610
 FL1610.The modeled gravity was interpolated from observed gravity values.
 FL1610
 FL1610;                    North         East    Units  Estimated Accuracy
 FL1610;SPC TX N     - 1,133,200.      235,770.      MT  (+/- 180 meters Scaled)
 FL1610
 FL1610                          SUPERSEDED SURVEY CONTROL
 FL1610
 FL1610.No superseded survey control is available for this station.
 FL1610
 FL1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD081972(NAD 83)
 FL1610_MARKER: I = METAL ROD
 FL1610_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FL1610+WITH SETTING: INFORMATION.
 FL1610_SP_SET: SHALLOW-SET METAL ROD
 FL1610_STAMPING: T 1490 1984
 FL1610_MARK LOGO: NGS   
 FL1610_PROJECTION: FLUSH
 FL1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1610_ROD/PIPE-DEPTH: 2.1  meters
 FL1610
 FL1610  HISTORY     - Date     Condition        Report By
 FL1610  HISTORY     - 1984     MONUMENTED       NGS
 FL1610
 FL1610                          STATION DESCRIPTION
 FL1610
 FL1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1610'17.5 KM (10.85 MI) WEST FROM JERICHO.
 FL1610'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1610'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 18.3 KM (11.35
 FL1610'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD, 20.4
 FL1610'M (66.9 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF FRONT
 FL1610'STREET, 13.4 M (44.0 FT) NORTH OF THE NEAR RAIL, 12.9 M (42.3 FT)
 FL1610'WEST OF THE CENTERLINE OF A PAVED ROAD LEADING SOUTH, AND 6.5 M (21.3
 FL1610'FT) WEST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.
 FL1610'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1610'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FL1610'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1575 ***********************************************************************
 FL1575  DESIGNATION -  T 1491
 FL1575  PID         -  FL1575
 FL1575  STATE/COUNTY-  TX/POTTER
 FL1575  USGS QUAD   -  AMARILLO EAST (1973)
 FL1575
 FL1575                         *CURRENT SURVEY CONTROL
 FL1575  ___________________________________________________________________
 FL1575* NAD 83(1986)-  35 11 32.     (N)    101 49 57.     (W)     SCALED    
 FL1575* NAVD 88     -      1117.437  (meters)    3666.12   (feet)  ADJUSTED  
 FL1575  ___________________________________________________________________
 FL1575  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1575  DYNAMIC HT  -        1116.109 (meters)    3661.77  (feet)  COMP
 FL1575  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 FL1575
 FL1575  VERT ORDER  -  FIRST     CLASS II
 FL1575
 FL1575.The horizontal coordinates were scaled from a topographic map and have
 FL1575.an estimated accuracy of +/- 6 seconds.
 FL1575
 FL1575.The orthometric height was determined by differential leveling
 FL1575.and adjusted by the National Geodetic Survey in June 1991..
 FL1575
 FL1575.The geoid height was determined by GEOID03.
 FL1575
 FL1575.The dynamic height is computed by dividing the NAVD 88
 FL1575.geopotential number by the normal gravity value computed on the
 FL1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1575.degrees latitude (g = 980.6199 gals.).
 FL1575
 FL1575.The modeled gravity was interpolated from observed gravity values.
 FL1575
 FL1575;                    North         East    Units  Estimated Accuracy
 FL1575;SPC TX N     - 1,132,310.      169,720.      MT  (+/- 180 meters Scaled)
 FL1575
 FL1575                          SUPERSEDED SURVEY CONTROL
 FL1575
 FL1575.No superseded survey control is available for this station.
 FL1575
 FL1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD421980(NAD 83)
 FL1575_MARKER: DV = VERTICAL CONTROL DISK
 FL1575_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1575_SP_SET: BRIDGE COLUMN
 FL1575_STAMPING: T 1491 1984
 FL1575_MARK LOGO: NGS   
 FL1575_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FL1575+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1996
 FL1575
 FL1575  HISTORY     - Date     Condition        Report By
 FL1575  HISTORY     - 1984     MONUMENTED       NGS
 FL1575  HISTORY     - 19960929 GOOD             NGS
 FL1575  HISTORY     - 20030414 MARK NOT FOUND   GEOCAC
 FL1575  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL1575
 FL1575                          STATION DESCRIPTION
 FL1575
 FL1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1575'IN AMARILLO.
 FL1575'IN AMARILLO, AT THE JUNCTION OF THE ATCHISON, TOPEKA AND SANTA FE
 FL1575'RAILROAD AND INTERSTATE HIGHWAY 40, SET VERTICALLY IN THE EAST FACE OF
 FL1575'THE MOST SOUTHERLY 1 OF 10 COLUMNS OF THE FIRST SET OF PIERS WEST OF
 FL1575'THE NEAR RAIL, 10.6 METERS (34.8 FT) WEST OF THE NEAR RAIL, AND
 FL1575'7.7 METERS (25.3 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF
 FL1575'THE HIGHWAY.
 FL1575'THE MARK IS 1.3 M ABOVE THE GROUND.
 FL1575
 FL1575                          STATION RECOVERY (1996)
 FL1575
 FL1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 FL1575'IN AMARILLO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 40 AND THE
 FL1575'SANTA FE RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE MOST
 FL1575'SOUTHERLY OF 10 CONCRETE COLUMNS OF THE 1ST PIER WEST OF THE RAILROAD
 FL1575'OF THE HIGHWAY OVERPASS OF THE RAILROAD, 25.7 M (84.3 FT) EAST OF THE
 FL1575'CENTERLINE OF JOHNSON STREET, 20.5 M (67.3 FT) SOUTH OF THE CENTER OF
 FL1575'THE HIGHWAY, 10.2 M (33.5 FT) WEST OF THE NEAR RAIL, AND 1.3 M (4.3
 FL1575'FT) ABOVE THE GROUND SURFACE.
 FL1575
 FL1575                          STATION RECOVERY (2003)
 FL1575
 FL1575'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 FL1575'THE INTERSTATE 40 BRIDGES OVER THE TRACKS WERE COMPLETELY REBUILT BY
 FL1575'THE TEXAS DEPARTMENT OF TRANSPORTATION IN 2002.  THERE IS NO MARK IN
 FL1575'THE NEW, MOST SOUTHERLY COLUMN IN THE FIRST PIER WEST OF THE TRACKS.
 FL1575'THERE ARE NOW ELEVEN COLUMNS IN THIS PIER.
 FL1575
 FL1575                          STATION RECOVERY (2004)
 FL1575
 FL1575'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1575'ALL NEW OVERPASS HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0819 ***********************************************************************
 FM0819  DESIGNATION -  T 1492
 FM0819  PID         -  FM0819
 FM0819  STATE/COUNTY-  TX/POTTER
 FM0819  USGS QUAD   -  ADY (1966)
 FM0819
 FM0819                         *CURRENT SURVEY CONTROL
 FM0819  ___________________________________________________________________
 FM0819* NAD 83(1986)-  35 28 56.     (N)    102 08 04.     (W)     SCALED    
 FM0819* NAVD 88     -       967.312  (meters)    3173.59   (feet)  ADJUSTED  
 FM0819  ___________________________________________________________________
 FM0819  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FM0819  DYNAMIC HT  -         966.186 (meters)    3169.90  (feet)  COMP
 FM0819  MODELED GRAV-     979,437.2   (mgal)                       NAVD 88
 FM0819
 FM0819  VERT ORDER  -  FIRST     CLASS II
 FM0819
 FM0819.The horizontal coordinates were scaled from a topographic map and have
 FM0819.an estimated accuracy of +/- 6 seconds.
 FM0819
 FM0819.The orthometric height was determined by differential leveling
 FM0819.and adjusted by the National Geodetic Survey in June 1991..
 FM0819
 FM0819.The geoid height was determined by GEOID03.
 FM0819
 FM0819.The dynamic height is computed by dividing the NAVD 88
 FM0819.geopotential number by the normal gravity value computed on the
 FM0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0819.degrees latitude (g = 980.6199 gals.).
 FM0819
 FM0819.The modeled gravity was interpolated from observed gravity values.
 FM0819
 FM0819;                    North         East    Units  Estimated Accuracy
 FM0819;SPC TX N     - 1,164,620.      142,430.      MT  (+/- 180 meters Scaled)
 FM0819
 FM0819                          SUPERSEDED SURVEY CONTROL
 FM0819
 FM0819.No superseded survey control is available for this station.
 FM0819
 FM0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV599302(NAD 83)
 FM0819_MARKER: I = METAL ROD
 FM0819_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FM0819+WITH SETTING: INFORMATION.
 FM0819_SP_SET: SHALLOW-SET METAL ROD
 FM0819_STAMPING: T 1492 1985
 FM0819_MARK LOGO: NGS   
 FM0819_PROJECTION: FLUSH
 FM0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0819_ROD/PIPE-DEPTH: 2.4  meters
 FM0819
 FM0819  HISTORY     - Date     Condition        Report By
 FM0819  HISTORY     - 1985     MONUMENTED       NGS
 FM0819
 FM0819                          STATION DESCRIPTION
 FM0819
 FM0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0819'41.5 KM (25.8 MI) NW FROM AMARILLO.
 FM0819'41.5 KM (25.8 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0819'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, AT THE NORTHEAST ANGLE OF A
 FM0819'GRAVEL ROAD CROSSING, 16.4 M (53.8 FT ) NORTHEAST OF THE CENTERLINE OF
 FM0819'THE ROAD, AND 9.5 M (31.2 FT) NORTHWEST OF THE CENTER OF A Y-ROAD
 FM0819'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0819'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0819'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1546 ***********************************************************************
 FL1546  DESIGNATION -  T 1493
 FL1546  PID         -  FL1546
 FL1546  STATE/COUNTY-  TX/POTTER
 FL1546  USGS QUAD   -  AMARILLO EAST (1973)
 FL1546
 FL1546                         *CURRENT SURVEY CONTROL
 FL1546  ___________________________________________________________________
 FL1546* NAD 83(1986)-  35 13 21.     (N)    101 51 13.     (W)     SCALED    
 FL1546* NAVD 88     -      1106.898  (meters)    3631.55   (feet)  ADJUSTED  
 FL1546  ___________________________________________________________________
 FL1546  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL1546  DYNAMIC HT  -        1105.587 (meters)    3627.25  (feet)  COMP
 FL1546  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 FL1546
 FL1546  VERT ORDER  -  FIRST     CLASS II
 FL1546
 FL1546.The horizontal coordinates were scaled from a topographic map and have
 FL1546.an estimated accuracy of +/- 6 seconds.
 FL1546
 FL1546.The orthometric height was determined by differential leveling
 FL1546.and adjusted by the National Geodetic Survey in June 1991..
 FL1546
 FL1546.The geoid height was determined by GEOID03.
 FL1546
 FL1546.The dynamic height is computed by dividing the NAVD 88
 FL1546.geopotential number by the normal gravity value computed on the
 FL1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1546.degrees latitude (g = 980.6199 gals.).
 FL1546
 FL1546.The modeled gravity was interpolated from observed gravity values.
 FL1546
 FL1546;                    North         East    Units  Estimated Accuracy
 FL1546;SPC TX N     - 1,135,680.      167,810.      MT  (+/- 180 meters Scaled)
 FL1546
 FL1546                          SUPERSEDED SURVEY CONTROL
 FL1546
 FL1546.No superseded survey control is available for this station.
 FL1546
 FL1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE402014(NAD 83)
 FL1546_MARKER: I = METAL ROD
 FL1546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1546_SP_SET: STAINLESS STEEL ROD
 FL1546_STAMPING: T 1493 1985
 FL1546_MARK LOGO: NGS   
 FL1546_PROJECTION: FLUSH
 FL1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1546_ROD/PIPE-DEPTH: 10.4 meters
 FL1546
 FL1546  HISTORY     - Date     Condition        Report By
 FL1546  HISTORY     - 1985     MONUMENTED       NGS
 FL1546
 FL1546                          STATION DESCRIPTION
 FL1546
 FL1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1546'IN AMARILLO.
 FL1546'IN AMARILLO, AT THE INTERSECTION OF AMARILLO BOULEVARD AND TRAVIS
 FL1546'STREET, 24.5 M (80.4 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 FL1546'LANES OF THE BOULEVARD, 6.7 M (22.0 FT) WEST OF THE CENTER OF THE
 FL1546'STREET, 5.6 M (18.4 FT) NORTH OF THE CENTER OF A FRONTAGE ROAD, AND
 FL1546'0.7 M (2.3 FT) WEST OF THE WEST CURB OF THE STREET. NOTE--ACCESS TO
 FL1546'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FL1546'THE MARK IS 0.6 M ABOVE THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0846 ***********************************************************************
 FM0846  DESIGNATION -  T 1494
 FM0846  PID         -  FM0846
 FM0846  STATE/COUNTY-  TX/HARTLEY
 FM0846  USGS QUAD   -  HARTLEY SE (1963)
 FM0846
 FM0846                         *CURRENT SURVEY CONTROL
 FM0846  ___________________________________________________________________
 FM0846* NAD 83(1986)-  35 49 35.     (N)    102 21 44.     (W)     SCALED    
 FM0846* NAVD 88     -      1193.134  (meters)    3914.47   (feet)  ADJUSTED  
 FM0846  ___________________________________________________________________
 FM0846  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 FM0846  DYNAMIC HT  -        1191.728 (meters)    3909.86  (feet)  COMP
 FM0846  MODELED GRAV-     979,413.8   (mgal)                       NAVD 88
 FM0846
 FM0846  VERT ORDER  -  FIRST     CLASS II
 FM0846
 FM0846.The horizontal coordinates were scaled from a topographic map and have
 FM0846.an estimated accuracy of +/- 6 seconds.
 FM0846
 FM0846.The orthometric height was determined by differential leveling
 FM0846.and adjusted by the National Geodetic Survey in June 1991..
 FM0846
 FM0846.The geoid height was determined by GEOID03.
 FM0846
 FM0846.The dynamic height is computed by dividing the NAVD 88
 FM0846.geopotential number by the normal gravity value computed on the
 FM0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0846.degrees latitude (g = 980.6199 gals.).
 FM0846
 FM0846.The modeled gravity was interpolated from observed gravity values.
 FM0846
 FM0846;                    North         East    Units  Estimated Accuracy
 FM0846;SPC TX N     - 1,202,960.      122,100.      MT  (+/- 180 meters Scaled)
 FM0846
 FM0846                          SUPERSEDED SURVEY CONTROL
 FM0846
 FM0846.No superseded survey control is available for this station.
 FM0846
 FM0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV382679(NAD 83)
 FM0846_MARKER: I = METAL ROD
 FM0846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0846_SP_SET: STAINLESS STEEL ROD
 FM0846_STAMPING: T 1494 1985
 FM0846_MARK LOGO: NGS   
 FM0846_PROJECTION: FLUSH
 FM0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0846_ROD/PIPE-DEPTH: 11.1 meters
 FM0846
 FM0846  HISTORY     - Date     Condition        Report By
 FM0846  HISTORY     - 1985     MONUMENTED       NGS
 FM0846
 FM0846                          STATION DESCRIPTION
 FM0846
 FM0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0846'30.2 KM (18.75 MI) SOUT FROM DALHART.
 FM0846'30.2 KM (18.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0846'WITH U.S. HIGHWAY 54 IN DALHART, 21.7 M (71.2 FT) SOUTHEAST OF A
 FM0846'UTILITY POLE, 18.0 M (59.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 FM0846'HIGHWAY, AND 2.6 M (8.5 FT) EAST OF A FENCE CORNER.  NOTE--ACCESS TO
 FM0846'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0846'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 FM0846'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2535 ***********************************************************************
 CS2535  DESIGNATION -  T 1495
 CS2535  PID         -  CS2535
 CS2535  STATE/COUNTY-  TX/DALLAS
 CS2535  USGS QUAD   -  DALLAS (1981)
 CS2535
 CS2535                         *CURRENT SURVEY CONTROL
 CS2535  ___________________________________________________________________
 CS2535* NAD 83(1986)-  32 49 15.     (N)    096 47 37.     (W)     SCALED    
 CS2535* NAVD 88     -       159.341  (meters)     522.77   (feet)  ADJUSTED  
 CS2535  ___________________________________________________________________
 CS2535  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CS2535  DYNAMIC HT  -         159.160 (meters)     522.18  (feet)  COMP
 CS2535  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 CS2535
 CS2535  VERT ORDER  -  FIRST     CLASS II
 CS2535
 CS2535.The horizontal coordinates were scaled from a topographic map and have
 CS2535.an estimated accuracy of +/- 6 seconds.
 CS2535
 CS2535.The orthometric height was determined by differential leveling
 CS2535.and adjusted by the National Geodetic Survey in June 1991..
 CS2535
 CS2535.The geoid height was determined by GEOID03.
 CS2535
 CS2535.The dynamic height is computed by dividing the NAVD 88
 CS2535.geopotential number by the normal gravity value computed on the
 CS2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2535.degrees latitude (g = 980.6199 gals.).
 CS2535
 CS2535.The modeled gravity was interpolated from observed gravity values.
 CS2535
 CS2535;                    North         East    Units  Estimated Accuracy
 CS2535;SPC TXNC     - 2,129,280.      759,760.      MT  (+/- 180 meters Scaled)
 CS2535
 CS2535                          SUPERSEDED SURVEY CONTROL
 CS2535
 CS2535.No superseded survey control is available for this station.
 CS2535
 CS2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB065335(NAD 83)
 CS2535_MARKER: DB = BENCH MARK DISK
 CS2535_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CS2535_SP_SET: TOWER FOUNDATION
 CS2535_STAMPING: T 1495 1986
 CS2535_MARK LOGO: NGS   
 CS2535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2535
 CS2535  HISTORY     - Date     Condition        Report By
 CS2535  HISTORY     - 1986     MONUMENTED       NGS
 CS2535
 CS2535                          STATION DESCRIPTION
 CS2535
 CS2535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2535'IN DALLAS.
 CS2535'IN DALLAS, AT THE INTERSECTION OF BUENA VISTA AND OLIVER STREETS, IN
 CS2535'THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A HIGHLINE TOWER, 54.6 M
 CS2535'(179.1 FT) NORTHWEST OF THE CENTER OF BUENA VISTA STREET, 8.3 M (27.2
 CS2535'FT) SOUTHEAST OF THE NEAR RAIL OF THE MISSOURI KANSAS TEXAS RAILROAD,
 CS2535'5.7 M (18.7 FT) SOUTHWEST OF THE EXTENDED CENTER OF OLIVER STREET, AND
 CS2535'0.3 M (1.0 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
 CS2535'THE MARK IS 0.4 M ABOVE THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2557 ***********************************************************************
 CS2557  DESIGNATION -  T 1496
 CS2557  PID         -  CS2557
 CS2557  STATE/COUNTY-  TX/TARRANT
 CS2557  USGS QUAD   -  ARLINGTON (1981)
 CS2557
 CS2557                         *CURRENT SURVEY CONTROL
 CS2557  ___________________________________________________________________
 CS2557* NAD 83(1986)-  32 44 15.     (N)    097 06 24.     (W)     SCALED    
 CS2557* NAVD 88     -       188.040  (meters)     616.93   (feet)  ADJUSTED  
 CS2557  ___________________________________________________________________
 CS2557  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CS2557  DYNAMIC HT  -         187.821 (meters)     616.21  (feet)  COMP
 CS2557  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 CS2557
 CS2557  VERT ORDER  -  FIRST     CLASS II
 CS2557
 CS2557.The horizontal coordinates were scaled from a topographic map and have
 CS2557.an estimated accuracy of +/- 6 seconds.
 CS2557
 CS2557.The orthometric height was determined by differential leveling
 CS2557.and adjusted by the National Geodetic Survey in June 1991..
 CS2557
 CS2557.The geoid height was determined by GEOID03.
 CS2557
 CS2557.The dynamic height is computed by dividing the NAVD 88
 CS2557.geopotential number by the normal gravity value computed on the
 CS2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2557.degrees latitude (g = 980.6199 gals.).
 CS2557
 CS2557.The modeled gravity was interpolated from observed gravity values.
 CS2557
 CS2557;                    North         East    Units  Estimated Accuracy
 CS2557;SPC TXNC     - 2,119,610.      730,580.      MT  (+/- 180 meters Scaled)
 CS2557
 CS2557                          SUPERSEDED SURVEY CONTROL
 CS2557
 CS2557.No superseded survey control is available for this station.
 CS2557
 CS2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB774237(NAD 83)
 CS2557_MARKER: I = METAL ROD
 CS2557_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2557+WITH SETTING: INFORMATION.
 CS2557_SP_SET: SHALLOW-SET METAL ROD
 CS2557_STAMPING: T 1496 1986
 CS2557_MARK LOGO: NGS   
 CS2557_PROJECTION: RECESSED 1 CENTIMETERS
 CS2557_MAGNETIC: I = MARKER IS A STEEL ROD
 CS2557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2557+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 CS2557_ROD/PIPE-DEPTH: 1.2  meters
 CS2557
 CS2557  HISTORY     - Date     Condition        Report By
 CS2557  HISTORY     - 1986     MONUMENTED       NGS
 CS2557  HISTORY     - 19941003 GOOD             NGS
 CS2557  HISTORY     - 19960921 GOOD             USPSQD
 CS2557  HISTORY     - 20060324 GOOD             GEOCAC
 CS2557
 CS2557                          STATION DESCRIPTION
 CS2557
 CS2557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2557'IN ARLINGTON.
 CS2557'IN ARLINGTON, AT THE INTERSECTION OF CENTER AND FRONT STREETS, 27.7 M
 CS2557'(90.9 FT) NORTH OF THE NEAR RAIL OF THE MISSOURI PACIFIC RAILROAD, 8.5
 CS2557'M (27.9 FT) SOUTH OF THE CENTER OF FRONT STREET, 6.9 M (22.6 FT) EAST
 CS2557'OF THE CENTERLINE OF THE NORTH BOUND LANES OF CENTER STREET, 0.9 M
 CS2557'(3.0 FT) SOUTH OF A UTILITY POLE WITH A GUY WIRE, AND 0.8 M (2.6 FT)
 CS2557'WEST OF THE WEST EDGE OF A SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS
 CS2557'HAD THROUGH A 5-INCH LOGO CAP.
 CS2557'THE MARK IS 0.2 M ABOVE THE STREET.
 CS2557
 CS2557                          STATION RECOVERY (1994)
 CS2557
 CS2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS2557'IN ARLINGTON, AT THE INTERSECTION OF NORTH CENTER AND EAST FRONT
 CS2557'STREETS, 45.6 M (149.6 FT) NORTH OF THE NEAR RAIL OF THE MAIN TRACKS
 CS2557'OF THE MISSOURI PACIFIC RAILROAD, A METAL ROD DRIVEN 1.2 METERS AND
 CS2557'FLUSH WITH THE GROUND, 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF EAST
 CS2557'FRONT STREET, 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 CS2557'LANES OF NORTH CENTER STREET, 0.8 M (2.6 FT) SOUTH OF UTILITY POLE
 CS2557'NUMBER 117 WITH 1 GUY CABLE AND A STREET LIGHT, AND 0.3 M (1.0 FT)
 CS2557'ABOVE THE LEVEL OF THE STREETS. NOTE--ACCESS TO THE DATUM POINT IS
 CS2557'THROUGH A 5-INCH LOGO CAP.
 CS2557
 CS2557                          STATION RECOVERY (1996)
 CS2557
 CS2557'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2557'RECOVERED IN GOOD CONDITION.
 CS2557
 CS2557                          STATION RECOVERY (2006)
 CS2557
 CS2557'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 CS2557'HANDHELD COORDINATES ARE
 CS2557'32 44 15.7N
 CS2557'97 06 24.8W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1010 ***********************************************************************
 DN1010  DESIGNATION -  T 1497
 DN1010  PID         -  DN1010
 DN1010  STATE/COUNTY-  TX/HUNT
 DN1010  USGS QUAD   -  GREENVILLE NW (1962)
 DN1010
 DN1010                         *CURRENT SURVEY CONTROL
 DN1010  ___________________________________________________________________
 DN1010* NAD 83(1986)-  33 10 19.     (N)    096 07 51.     (W)     SCALED    
 DN1010* NAVD 88     -       168.818  (meters)     553.86   (feet)  ADJUSTED  
 DN1010  ___________________________________________________________________
 DN1010  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN1010  DYNAMIC HT  -         168.635 (meters)     553.26  (feet)  COMP
 DN1010  MODELED GRAV-     979,548.7   (mgal)                       NAVD 88
 DN1010
 DN1010  VERT ORDER  -  FIRST     CLASS II
 DN1010
 DN1010.The horizontal coordinates were scaled from a topographic map and have
 DN1010.an estimated accuracy of +/- 6 seconds.
 DN1010
 DN1010.The orthometric height was determined by differential leveling
 DN1010.and adjusted by the National Geodetic Survey in June 1991..
 DN1010
 DN1010.The geoid height was determined by GEOID03.
 DN1010
 DN1010.The dynamic height is computed by dividing the NAVD 88
 DN1010.geopotential number by the normal gravity value computed on the
 DN1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1010.degrees latitude (g = 980.6199 gals.).
 DN1010
 DN1010.The modeled gravity was interpolated from observed gravity values.
 DN1010
 DN1010;                    North         East    Units  Estimated Accuracy
 DN1010;SPC TXNC     - 2,169,410.      820,930.      MT  (+/- 180 meters Scaled)
 DN1010
 DN1010                          SUPERSEDED SURVEY CONTROL
 DN1010
 DN1010.No superseded survey control is available for this station.
 DN1010
 DN1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB675740(NAD 83)
 DN1010_MARKER: DB = BENCH MARK DISK
 DN1010_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN1010_SP_SET: PIER
 DN1010_STAMPING: T 1497 1986
 DN1010_MARK LOGO: NGS   
 DN1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1010+STABILITY: POSITION/ELEVATION WELL
 DN1010
 DN1010  HISTORY     - Date     Condition        Report By
 DN1010  HISTORY     - 1986     MONUMENTED       NGS
 DN1010  HISTORY     - 19940418 GOOD             USPSQD
 DN1010
 DN1010                          STATION DESCRIPTION
 DN1010
 DN1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1010'5.1 KM (3.15 MI) NW FROM GREENVILLE.
 DN1010'5.1 KM (3.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE
 DN1010'COURTHOUSE IN GREENVILLE, SET VERTICALLY IN THE WEST FACE OF THE MOST
 DN1010'WESTERLY 1 OF 3 COLUMNS OF THE FIRST PIER SOUTH OF THE NORTH ABUTMENT
 DN1010'OF THE HIGHWAY OVERPASS OF THE MISSOURI KANSAS TEXAS RAILROAD, AND
 DN1010'8.9 M (29.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 DN1010'THE MARK IS 1.3 M ABOVE THE GROUND.
 DN1010
 DN1010                          STATION RECOVERY (1994)
 DN1010
 DN1010'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2529 ***********************************************************************
 CS2529  DESIGNATION -  T 1498
 CS2529  PID         -  CS2529
 CS2529  STATE/COUNTY-  TX/DALLAS
 CS2529  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS2529
 CS2529                         *CURRENT SURVEY CONTROL
 CS2529  ___________________________________________________________________
 CS2529* NAD 83(1986)-  32 52 22.     (N)    096 43 43.     (W)     SCALED    
 CS2529* NAVD 88     -       144.948  (meters)     475.55   (feet)  ADJUSTED  
 CS2529  ___________________________________________________________________
 CS2529  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CS2529  DYNAMIC HT  -         144.785 (meters)     475.02  (feet)  COMP
 CS2529  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 CS2529
 CS2529  VERT ORDER  -  FIRST     CLASS II
 CS2529
 CS2529.The horizontal coordinates were scaled from a topographic map and have
 CS2529.an estimated accuracy of +/- 6 seconds.
 CS2529
 CS2529.The orthometric height was determined by differential leveling
 CS2529.and adjusted by the National Geodetic Survey in June 1991..
 CS2529
 CS2529.The geoid height was determined by GEOID03.
 CS2529
 CS2529.The dynamic height is computed by dividing the NAVD 88
 CS2529.geopotential number by the normal gravity value computed on the
 CS2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2529.degrees latitude (g = 980.6199 gals.).
 CS2529
 CS2529.The modeled gravity was interpolated from observed gravity values.
 CS2529
 CS2529;                    North         East    Units  Estimated Accuracy
 CS2529;SPC TXNC     - 2,135,140.      765,750.      MT  (+/- 180 meters Scaled)
 CS2529
 CS2529                          SUPERSEDED SURVEY CONTROL
 CS2529
 CS2529.No superseded survey control is available for this station.
 CS2529
 CS2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB125394(NAD 83)
 CS2529_MARKER: I = METAL ROD
 CS2529_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2529+WITH SETTING: INFORMATION.
 CS2529_SP_SET: SHALLOW-SET METAL ROD
 CS2529_STAMPING: T 1498 1986
 CS2529_MARK LOGO: NGS   
 CS2529_PROJECTION: RECESSED 1 CENTIMETERS
 CS2529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2529_ROD/PIPE-DEPTH: 2.3  meters
 CS2529
 CS2529  HISTORY     - Date     Condition        Report By
 CS2529  HISTORY     - 1986     MONUMENTED       NGS
 CS2529
 CS2529                          STATION DESCRIPTION
 CS2529
 CS2529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2529'IN DALLAS.
 CS2529'IN DALLAS, AT THE INTERSECTION OF SPRING BRANCH DRIVE AND WHITEROCK
 CS2529'TRAIL, 17.2 M (56.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE
 CS2529'AT 9407 SPRING BRANCH DRIVE, 9.7 M (31.8 FT) NORTH OF THE CENTER OF
 CS2529'THE DRIVE, 8.5 M (27.9 FT) EAST OF THE CENTERLINE OF THE TRAIL, AND
 CS2529'0.7 M (2.3 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 CS2529'IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2529'THE MARK IS 0.3 M BELOW THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5444 ***********************************************************************
 AW5444  DESIGNATION -  T 1499
 AW5444  PID         -  AW5444
 AW5444  STATE/COUNTY-  TX/HARRIS
 AW5444  USGS QUAD   -  WARREN LAKE (1980)
 AW5444
 AW5444                         *CURRENT SURVEY CONTROL
 AW5444  ___________________________________________________________________
 AW5444* NAD 83(1986)-  29 58 01.     (N)    095 48 33.     (W)     SCALED    
 AW5444* NAVD 88     -        50.727  (meters)     166.43   (feet)  ADJUSTED  
 AW5444  ___________________________________________________________________
 AW5444  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW5444  DYNAMIC HT  -          50.658 (meters)     166.20  (feet)  COMP
 AW5444  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 AW5444
 AW5444  VERT ORDER  -  FIRST     CLASS II
 AW5444
 AW5444.The horizontal coordinates were scaled from a topographic map and have
 AW5444.an estimated accuracy of +/- 6 seconds.
 AW5444
 AW5444.The orthometric height was determined by differential leveling
 AW5444.and adjusted by the National Geodetic Survey in June 1991..
 AW5444
 AW5444.The geoid height was determined by GEOID03.
 AW5444
 AW5444.The dynamic height is computed by dividing the NAVD 88
 AW5444.geopotential number by the normal gravity value computed on the
 AW5444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5444.degrees latitude (g = 980.6199 gals.).
 AW5444
 AW5444.The modeled gravity was interpolated from observed gravity values.
 AW5444
 AW5444;                    North         East    Units  Estimated Accuracy
 AW5444;SPC TXSC     - 4,240,670.      907,910.      MT  (+/- 180 meters Scaled)
 AW5444
 AW5444                          SUPERSEDED SURVEY CONTROL
 AW5444
 AW5444  NGVD 29 (12/23/87)   50.718  (m)          166.40   (f) ADJUSTED    1 2
 AW5444
 AW5444.Superseded values are not recommended for survey control.
 AW5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5444.See file dsdata.txt to determine how the superseded data were derived.
 AW5444
 AW5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289184(NAD 83)
 AW5444_MARKER: I = METAL ROD
 AW5444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5444_SP_SET: STAINLESS STEEL ROD
 AW5444_STAMPING: T 1499 1986
 AW5444_MARK LOGO: NGS   
 AW5444_PROJECTION: FLUSH
 AW5444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5444+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW5444_ROD/PIPE-DEPTH: 7.0  meters
 AW5444
 AW5444  HISTORY     - Date     Condition        Report By
 AW5444  HISTORY     - 1986     MONUMENTED       NGS
 AW5444  HISTORY     - 19931106 GOOD             USPSQD
 AW5444  HISTORY     - 20041013 GOOD             USPSQD
 AW5444  HISTORY     - 20051026 GOOD             USPSQD
 AW5444
 AW5444                          STATION DESCRIPTION
 AW5444
 AW5444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5444'9.2 KM (5.7 MI) SOUTH FROM KATY.
 AW5444'3.2 KM (2.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION
 AW5444'WITH HEGAR ROAD IN HOCKLEY, THENCE 6.0 KM (3.7 MI) SOUTHERLY ALONG
 AW5444'KATY-HOCKLEY ROAD, 25.9 M (85.0 FT) WEST OF THE CENTERLINE OF THE
 AW5444'ROAD, AND 9.2 M (30.2 FT) SOUTH OF THE CENTERLINE OF JACK ROAD.
 AW5444'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5444'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 AW5444'THE MARK IS ABOVE LEVEL WITH JACK ROAD.
 AW5444
 AW5444                          STATION RECOVERY (1993)
 AW5444
 AW5444'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5444'RECOVERED IN GOOD CONDITION.
 AW5444
 AW5444                          STATION RECOVERY (2004)
 AW5444
 AW5444'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5444'RECOVERED IN GOOD CONDITION.
 AW5444
 AW5444                          STATION RECOVERY (2005)
 AW5444
 AW5444'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW5444'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0573 ***********************************************************************
 CS0573  DESIGNATION -  T 150
 CS0573  PID         -  CS0573
 CS0573  STATE/COUNTY-  TX/NAVARRO
 CS0573  USGS QUAD   -  EMHOUSE (1978)
 CS0573
 CS0573                         *CURRENT SURVEY CONTROL
 CS0573  ___________________________________________________________________
 CS0573* NAD 83(1986)-  32 14 36.     (N)    096 30 02.     (W)     SCALED    
 CS0573* NAVD 88     -       142.349  (meters)     467.02   (feet)  ADJUSTED  
 CS0573  ___________________________________________________________________
 CS0573  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CS0573  DYNAMIC HT  -         142.186 (meters)     466.49  (feet)  COMP
 CS0573  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 CS0573
 CS0573  VERT ORDER  -  SECOND    CLASS 0
 CS0573
 CS0573.The horizontal coordinates were scaled from a topographic map and have
 CS0573.an estimated accuracy of +/- 6 seconds.
 CS0573
 CS0573.The orthometric height was determined by differential leveling
 CS0573.and adjusted by the National Geodetic Survey in June 1991..
 CS0573.WARNING-Repeat measurements at this control monument indicate possible
 CS0573.vertical movement.
 CS0573
 CS0573.The geoid height was determined by GEOID03.
 CS0573
 CS0573.The dynamic height is computed by dividing the NAVD 88
 CS0573.geopotential number by the normal gravity value computed on the
 CS0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0573.degrees latitude (g = 980.6199 gals.).
 CS0573
 CS0573.The modeled gravity was interpolated from observed gravity values.
 CS0573
 CS0573;                    North         East    Units  Estimated Accuracy
 CS0573;SPC TXNC     - 2,065,740.      788,420.      MT  (+/- 180 meters Scaled)
 CS0573
 CS0573                          SUPERSEDED SURVEY CONTROL
 CS0573
 CS0573  NGVD 29 (??/??/92)  142.346  (m)          467.01   (f) ADJ UNCH    2 0
 CS0573
 CS0573.Superseded values are not recommended for survey control.
 CS0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0573.See file dsdata.txt to determine how the superseded data were derived.
 CS0573
 CS0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA354701(NAD 83)
 CS0573_MARKER: DB = BENCH MARK DISK
 CS0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0573_STAMPING: T 150 1933
 CS0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0573+STABILITY: SURFACE MOTION
 CS0573
 CS0573  HISTORY     - Date     Condition        Report By
 CS0573  HISTORY     - 1933     MONUMENTED       CGS
 CS0573  HISTORY     - 1946     GOOD             NGS
 CS0573
 CS0573                          STATION DESCRIPTION
 CS0573
 CS0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0573'9.8 MI S FROM ENNIS.
 CS0573'9.8 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RR IN TOWN OF RICE. AT
 CS0573'SOUTH WEST CORNER OF RAILROAD STATION ON NORTH SIDE OF CALHOUN STREET.
 CS0573'3 TELEGRAPH POLES NORTH OF MILEPOST 221.  28 FEET EAST OF TRACK C.L.
 CS0573'TABLET SET IN TOP OF CONCRETE POST.
 CS0573
 CS0573                          STATION RECOVERY (1946)
 CS0573
 CS0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5509 ***********************************************************************
 AW5509  DESIGNATION -  T 1500
 AW5509  PID         -  AW5509
 AW5509  STATE/COUNTY-  TX/HARRIS
 AW5509  USGS QUAD   -  ALDINE (1995)
 AW5509
 AW5509                         *CURRENT SURVEY CONTROL
 AW5509  ___________________________________________________________________
 AW5509* NAD 83(1986)-  29 53 04.     (N)    095 29 31.     (W)     SCALED    
 AW5509* NAVD 88     -        27.496  (meters)      90.21   (feet)  ADJUSTED  
 AW5509  ___________________________________________________________________
 AW5509  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW5509  DYNAMIC HT  -          27.459 (meters)      90.09  (feet)  COMP
 AW5509  MODELED GRAV-     979,289.9   (mgal)                       NAVD 88
 AW5509
 AW5509  VERT ORDER  -  FIRST     CLASS II
 AW5509
 AW5509.The horizontal coordinates were scaled from a topographic map and have
 AW5509.an estimated accuracy of +/- 6 seconds.
 AW5509
 AW5509.The orthometric height was determined by differential leveling
 AW5509.and adjusted by the National Geodetic Survey in June 1991..
 AW5509
 AW5509.The geoid height was determined by GEOID03.
 AW5509
 AW5509.The dynamic height is computed by dividing the NAVD 88
 AW5509.geopotential number by the normal gravity value computed on the
 AW5509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5509.degrees latitude (g = 980.6199 gals.).
 AW5509
 AW5509.The modeled gravity was interpolated from observed gravity values.
 AW5509
 AW5509;                    North         East    Units  Estimated Accuracy
 AW5509;SPC TXSC     - 4,232,400.      938,790.      MT  (+/- 180 meters Scaled)
 AW5509
 AW5509                          SUPERSEDED SURVEY CONTROL
 AW5509
 AW5509  NGVD 29 (12/23/87)   27.491  (m)           90.19   (f) ADJUSTED    1 2
 AW5509
 AW5509.Superseded values are not recommended for survey control.
 AW5509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5509.See file dsdata.txt to determine how the superseded data were derived.
 AW5509
 AW5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP593085(NAD 83)
 AW5509_MARKER: DB = BENCH MARK DISK
 AW5509_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW5509+WITH SETTING: PAVEMENT
 AW5509_SP_SET: TOWER FOUNDATION
 AW5509_STAMPING: T 1500 1986
 AW5509_MARK LOGO: NGS   
 AW5509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5509+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW5509
 AW5509  HISTORY     - Date     Condition        Report By
 AW5509  HISTORY     - 1986     MONUMENTED       NGS
 AW5509  HISTORY     - 20040712 GOOD             USPSQD
 AW5509  HISTORY     - 20051014 GOOD             USPSQD
 AW5509
 AW5509                          STATION DESCRIPTION
 AW5509
 AW5509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5509'IN HOUSTON.
 AW5509'IN HOUSTON, AT THE INTERSECTION OF ALABONSON STREET AND THE BURLINGTON
 AW5509'NORTHERN RAILROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 AW5509'CONCRETE FOUNDATION OF A LARGE UTILITY TOWER, 39.0 M (128.0 FT) SOUTH
 AW5509'OF THE CENTERLINE OF THE STREET, 12.2 M (40.0 FT) NORTHEAST OF THE
 AW5509'NEAR RAIL, 0.7 M (2.3 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE
 AW5509'FOUNDATION, AND 0.3 M (1.0 FT) BELOW THE TOP OF THE FOUNDATION.
 AW5509'THE MARK IS 0.7 M ABOVE THE GROUND.
 AW5509
 AW5509                          STATION RECOVERY (2004)
 AW5509
 AW5509'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5509'RECOVERED IN GOOD CONDITION.
 AW5509
 AW5509                          STATION RECOVERY (2005)
 AW5509
 AW5509'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5509'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0991 ***********************************************************************
 DN0991  DESIGNATION -  T 1501
 DN0991  PID         -  DN0991
 DN0991  STATE/COUNTY-  TX/GRAYSON
 DN0991  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0991
 DN0991                         *CURRENT SURVEY CONTROL
 DN0991  ___________________________________________________________________
 DN0991* NAD 83(1986)-  33 31 02.     (N)    096 24 07.     (W)     SCALED    
 DN0991* NAVD 88     -       228.590  (meters)     749.97   (feet)  ADJUSTED  
 DN0991  ___________________________________________________________________
 DN0991  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DN0991  DYNAMIC HT  -         228.344 (meters)     749.16  (feet)  COMP
 DN0991  MODELED GRAV-     979,554.1   (mgal)                       NAVD 88
 DN0991
 DN0991  VERT ORDER  -  FIRST     CLASS II
 DN0991
 DN0991.The horizontal coordinates were scaled from a topographic map and have
 DN0991.an estimated accuracy of +/- 6 seconds.
 DN0991
 DN0991.The orthometric height was determined by differential leveling
 DN0991.and adjusted by the National Geodetic Survey in June 1991..
 DN0991
 DN0991.The geoid height was determined by GEOID03.
 DN0991
 DN0991.The dynamic height is computed by dividing the NAVD 88
 DN0991.geopotential number by the normal gravity value computed on the
 DN0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0991.degrees latitude (g = 980.6199 gals.).
 DN0991
 DN0991.The modeled gravity was interpolated from observed gravity values.
 DN0991
 DN0991;                    North         East    Units  Estimated Accuracy
 DN0991;SPC TXNC     - 2,207,160.      794,890.      MT  (+/- 180 meters Scaled)
 DN0991
 DN0991                          SUPERSEDED SURVEY CONTROL
 DN0991
 DN0991.No superseded survey control is available for this station.
 DN0991
 DN0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC413116(NAD 83)
 DN0991_MARKER: I = METAL ROD
 DN0991_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0991+WITH SETTING: INFORMATION.
 DN0991_SP_SET: SHALLOW-SET METAL ROD
 DN0991_STAMPING: T 1501 1986
 DN0991_MARK LOGO: NGS   
 DN0991_PROJECTION: FLUSH
 DN0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0991_ROD/PIPE-DEPTH: 2.7  meters
 DN0991
 DN0991  HISTORY     - Date     Condition        Report By
 DN0991  HISTORY     - 1986     MONUMENTED       NGS
 DN0991  HISTORY     - 20060520 GOOD             USPSQD
 DN0991
 DN0991                          STATION DESCRIPTION
 DN0991
 DN0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0991'IN WHITEWRIGHT.
 DN0991'IN WHITEWRIGHT, AT THE INTERSECTION OF U.S. HIGHWAY 69 AND BOIS DARC
 DN0991'STREET, 27.3 M (89.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.0 M
 DN0991'(36.1 FT) EAST OF A CHAIN LINK FENCE CORNER, AND 5.8 M (19.0 FT) NORTH
 DN0991'OF THE CENTER OF THE STREET.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN0991'THROUGH A 5-INCH LOGO CAP.
 DN0991'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST AND FENCE
 DN0991'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DN0991
 DN0991                          STATION RECOVERY (2006)
 DN0991
 DN0991'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBM)
 DN0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5433 ***********************************************************************
 AW5433  DESIGNATION -  T 1502
 AW5433  PID         -  AW5433
 AW5433  STATE/COUNTY-  TX/HARRIS
 AW5433  USGS QUAD   -  ADDICKS (1995)
 AW5433
 AW5433                         *CURRENT SURVEY CONTROL
 AW5433  ___________________________________________________________________
 AW5433* NAD 83(1986)-  29 49 14.     (N)    095 42 13.     (W)     SCALED    
 AW5433* NAVD 88     -        37.712  (meters)     123.73   (feet)  ADJUSTED  
 AW5433  ___________________________________________________________________
 AW5433  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW5433  DYNAMIC HT  -          37.660 (meters)     123.56  (feet)  COMP
 AW5433  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 AW5433
 AW5433  VERT ORDER  -  FIRST     CLASS II
 AW5433
 AW5433.The horizontal coordinates were scaled from a topographic map and have
 AW5433.an estimated accuracy of +/- 6 seconds.
 AW5433
 AW5433.The orthometric height was determined by differential leveling
 AW5433.and adjusted by the National Geodetic Survey in June 1991..
 AW5433
 AW5433.The geoid height was determined by GEOID03.
 AW5433
 AW5433.The dynamic height is computed by dividing the NAVD 88
 AW5433.geopotential number by the normal gravity value computed on the
 AW5433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5433.degrees latitude (g = 980.6199 gals.).
 AW5433
 AW5433.The modeled gravity was interpolated from observed gravity values.
 AW5433
 AW5433;                    North         East    Units  Estimated Accuracy
 AW5433;SPC TXSC     - 4,224,730.      918,550.      MT  (+/- 180 meters Scaled)
 AW5433
 AW5433                          SUPERSEDED SURVEY CONTROL
 AW5433
 AW5433  NGVD 29 (12/23/87)   37.703  (m)          123.70   (f) ADJUSTED    1 2
 AW5433
 AW5433.Superseded values are not recommended for survey control.
 AW5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5433.See file dsdata.txt to determine how the superseded data were derived.
 AW5433
 AW5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP387019(NAD 83)
 AW5433_MARKER: I = METAL ROD
 AW5433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5433_SP_SET: STAINLESS STEEL ROD
 AW5433_STAMPING: T 1502 1986
 AW5433_MARK LOGO: NGS   
 AW5433_PROJECTION: FLUSH
 AW5433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5433_ROD/PIPE-DEPTH: 14.3 meters
 AW5433
 AW5433  HISTORY     - Date     Condition        Report By
 AW5433  HISTORY     - 1986     MONUMENTED       NGS
 AW5433  HISTORY     - 19950905 GOOD             USPSQD
 AW5433  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW5433
 AW5433                          STATION DESCRIPTION
 AW5433
 AW5433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5433'5.5 KM (3.4 MI) NW FROM BARKER.
 AW5433'1.6 KM (1.0 MI) NORTHERLY ALONG BARKER-CYPRESS ROAD FROM ITS JUNCTION
 AW5433'WITH INTERSTATE HIGHWAY 10 IN BARKER, THENCE 1.5 KM (0.95 MI) WEST
 AW5433'ALONG SAUMS ROAD, THENCE 2.4 KM (1.5 MI) NORTHERLY ALONG GREENHOUSE
 AW5433'ROAD, 31.1 M (102.1 FT) NORTH OF THE EXTENDED CENTER OF A DRIVEWAY AT
 AW5433'3506 GREENHOUSE ROAD, 18.7 M (61.4 FT) WEST OF THE CENTERLINE OF THE
 AW5433'ROAD, 11.4 M (37.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 AW5433'ELECTRIC BOX, AND 7.4 M (24.3 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 AW5433'NORTH END OF THE MOST WESTERLY 1 OF 2 CONCRETE DRAINAGE PIPES.
 AW5433'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5433'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5433'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5433
 AW5433                          STATION RECOVERY (1995)
 AW5433
 AW5433'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5433'RECOVERED IN GOOD CONDITION.
 AW5433
 AW5433                          STATION RECOVERY (2004)
 AW5433
 AW5433'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5531 ***********************************************************************
 AW5531  DESIGNATION -  T 1503
 AW5531  PID         -  AW5531
 AW5531  STATE/COUNTY-  TX/HARRIS
 AW5531  USGS QUAD   -  JACINTO CITY (1982)
 AW5531
 AW5531                         *CURRENT SURVEY CONTROL
 AW5531  ___________________________________________________________________
 AW5531* NAD 83(1986)-  29 46 15.     (N)    095 09 10.     (W)     SCALED    
 AW5531* NAVD 88     -         7.220  (meters)      23.69   (feet)  ADJUSTED  
 AW5531  ___________________________________________________________________
 AW5531  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW5531  DYNAMIC HT  -           7.211 (meters)      23.66  (feet)  COMP
 AW5531  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 AW5531
 AW5531  VERT ORDER  -  FIRST     CLASS II
 AW5531
 AW5531.The horizontal coordinates were scaled from a topographic map and have
 AW5531.an estimated accuracy of +/- 6 seconds.
 AW5531
 AW5531.The orthometric height was determined by differential leveling
 AW5531.and adjusted by the National Geodetic Survey in June 1991..
 AW5531
 AW5531.The geoid height was determined by GEOID03.
 AW5531
 AW5531.The dynamic height is computed by dividing the NAVD 88
 AW5531.geopotential number by the normal gravity value computed on the
 AW5531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5531.degrees latitude (g = 980.6199 gals.).
 AW5531
 AW5531.The modeled gravity was interpolated from observed gravity values.
 AW5531
 AW5531;                    North         East    Units  Estimated Accuracy
 AW5531;SPC TXSC     - 4,220,850.      971,950.      MT  (+/- 180 meters Scaled)
 AW5531
 AW5531                          SUPERSEDED SURVEY CONTROL
 AW5531
 AW5531  NGVD 29 (12/23/87)    7.218  (m)           23.68   (f) ADJUSTED    1 2
 AW5531
 AW5531.Superseded values are not recommended for survey control.
 AW5531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5531.See file dsdata.txt to determine how the superseded data were derived.
 AW5531
 AW5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN918953(NAD 83)
 AW5531_MARKER: DB = BENCH MARK DISK
 AW5531_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5531_SP_SET: BRIDGE PIER
 AW5531_STAMPING: T 1503 1987
 AW5531_MARK LOGO: NGS   
 AW5531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5531
 AW5531  HISTORY     - Date     Condition        Report By
 AW5531  HISTORY     - 1987     MONUMENTED       NGS
 AW5531  HISTORY     - 19981017 GOOD             USPSQD
 AW5531
 AW5531                          STATION DESCRIPTION
 AW5531
 AW5531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5531'6.0 KM (3.7 MI) EAST FROM GREENS BAYOU.
 AW5531'6.0 KM (3.7 MI) EAST ALONG MARKET STREET FROM THE INTERSECTION OF
 AW5531'FEDERAL ROAD IN GREENS BAYOU TO THE MARK ON THE LEFT, SET VERTICALLY
 AW5531'IN THE SOUTHEAST SIDE OF THE MOST SOUTHERLY PIER OF THE WEST ROW OF
 AW5531'PIERS OF AN INTERSTATE 10 OVERPASS, 9.14 METERS (30.0 FT) SOUTHWEST OF
 AW5531'THE CENTER OF THE TURN AROUND LANE.
 AW5531'THE MARK IS 1.2 M ABOVE ROAD.
 AW5531
 AW5531                          STATION RECOVERY (1998)
 AW5531
 AW5531'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5421 ***********************************************************************
 AW5421  DESIGNATION -  T 1504
 AW5421  PID         -  AW5421
 AW5421  STATE/COUNTY-  TX/HARRIS
 AW5421  USGS QUAD   -  ALIEF (1995)
 AW5421
 AW5421                         *CURRENT SURVEY CONTROL
 AW5421  ___________________________________________________________________
 AW5421* NAD 83(1986)-  29 43 14.     (N)    095 31 54.     (W)     SCALED    
 AW5421* NAVD 88     -        21.244  (meters)      69.70   (feet)  ADJUSTED  
 AW5421  ___________________________________________________________________
 AW5421  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW5421  DYNAMIC HT  -          21.215 (meters)      69.60  (feet)  COMP
 AW5421  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 AW5421
 AW5421  VERT ORDER  -  FIRST     CLASS II
 AW5421
 AW5421.The horizontal coordinates were scaled from a topographic map and have
 AW5421.an estimated accuracy of +/- 6 seconds.
 AW5421
 AW5421.The orthometric height was determined by differential leveling
 AW5421.and adjusted by the National Geodetic Survey in June 1991..
 AW5421
 AW5421.The geoid height was determined by GEOID03.
 AW5421
 AW5421.The dynamic height is computed by dividing the NAVD 88
 AW5421.geopotential number by the normal gravity value computed on the
 AW5421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5421.degrees latitude (g = 980.6199 gals.).
 AW5421
 AW5421.The modeled gravity was interpolated from observed gravity values.
 AW5421
 AW5421;                    North         East    Units  Estimated Accuracy
 AW5421;SPC TXSC     - 4,214,130.      935,490.      MT  (+/- 180 meters Scaled)
 AW5421
 AW5421                          SUPERSEDED SURVEY CONTROL
 AW5421
 AW5421  NGVD 29 (12/23/87)   21.238  (m)           69.68   (f) ADJUSTED    1 2
 AW5421
 AW5421.Superseded values are not recommended for survey control.
 AW5421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5421.See file dsdata.txt to determine how the superseded data were derived.
 AW5421
 AW5421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN551905(NAD 83)
 AW5421_MARKER: I = METAL ROD
 AW5421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5421_SP_SET: STAINLESS STEEL ROD
 AW5421_STAMPING: T 1504 1986
 AW5421_MARK LOGO: NGS   
 AW5421_PROJECTION: FLUSH
 AW5421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5421+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW5421_ROD/PIPE-DEPTH: 7.3  meters
 AW5421
 AW5421  HISTORY     - Date     Condition        Report By
 AW5421  HISTORY     - 1986     MONUMENTED       NGS
 AW5421  HISTORY     - 19931123 GOOD             USPSQD
 AW5421  HISTORY     - 20040507 GOOD             USPSQD
 AW5421  HISTORY     - 20051006 GOOD             USPSQD
 AW5421
 AW5421                          STATION DESCRIPTION
 AW5421
 AW5421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5421'0.6 KM (0.4 MI) WEST FROM JEANETTA.
 AW5421'0.64 KM (0.40 MI) WEST ALONG WESTPARK DRIVE FROM THE JUNCTION OF
 AW5421'JEANETTA DRIVE IN JEANETTA, 7.6 METERS (25.0 FT) NORTH OF THE NORTH
 AW5421'CURB OF WESTPARK DRIVE, 18.3 METERS (60.0 FT) EAST OF THE CENTERLINE
 AW5421'OF ARCO STREET, 12.1 METERS (39.7 FT) EAST OF THE EAST CURB OF ARCO
 AW5421'STREET, 9.1 METERS (29.7 FT) EAST OF A SECURITY FENCE CORNER, 8.8
 AW5421'METERS (29.0 FT) WEST OF THE CENTER OF A METAL GATE, 0.3 METER (1.0
 AW5421'FT) SOUTH OF A SECURITY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5421'THROUGH A 5-INCH LOGO CAP.
 AW5421'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW5421'THE MARK IS 0.15 M ABOVE THE ROADS.
 AW5421
 AW5421                          STATION RECOVERY (1993)
 AW5421
 AW5421'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5421'RECOVERED IN GOOD CONDITION.
 AW5421
 AW5421                          STATION RECOVERY (2004)
 AW5421
 AW5421'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5421'CAP OR LID IS MISSING.
 AW5421
 AW5421                          STATION RECOVERY (2005)
 AW5421
 AW5421'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5421'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5489 ***********************************************************************
 AW5489  DESIGNATION -  T 1505
 AW5489  PID         -  AW5489
 AW5489  STATE/COUNTY-  TX/FORT BEND
 AW5489  USGS QUAD   -  ORCHARD (1980)
 AW5489
 AW5489                         *CURRENT SURVEY CONTROL
 AW5489  ___________________________________________________________________
 AW5489* NAD 83(1986)-  29 35 56.     (N)    095 59 07.     (W)     SCALED    
 AW5489* NAVD 88     -        37.018  (meters)     121.45   (feet)  ADJUSTED  
 AW5489  ___________________________________________________________________
 AW5489  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW5489  DYNAMIC HT  -          36.967 (meters)     121.28  (feet)  COMP
 AW5489  MODELED GRAV-     979,265.5   (mgal)                       NAVD 88
 AW5489
 AW5489  VERT ORDER  -  FIRST     CLASS II
 AW5489
 AW5489.The horizontal coordinates were scaled from a topographic map and have
 AW5489.an estimated accuracy of +/- 6 seconds.
 AW5489
 AW5489.The orthometric height was determined by differential leveling
 AW5489.and adjusted by the National Geodetic Survey in June 1991..
 AW5489
 AW5489.The geoid height was determined by GEOID03.
 AW5489
 AW5489.The dynamic height is computed by dividing the NAVD 88
 AW5489.geopotential number by the normal gravity value computed on the
 AW5489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5489.degrees latitude (g = 980.6199 gals.).
 AW5489
 AW5489.The modeled gravity was interpolated from observed gravity values.
 AW5489
 AW5489;                    North         East    Units  Estimated Accuracy
 AW5489;SPC TXSC     - 4,199,430.      891,970.      MT  (+/- 180 meters Scaled)
 AW5489
 AW5489                          SUPERSEDED SURVEY CONTROL
 AW5489
 AW5489  NGVD 29 (12/23/87)   37.014  (m)          121.44   (f) ADJUSTED    1 2
 AW5489
 AW5489.Superseded values are not recommended for survey control.
 AW5489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5489.See file dsdata.txt to determine how the superseded data were derived.
 AW5489
 AW5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN108780(NAD 83)
 AW5489_MARKER: I = METAL ROD
 AW5489_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5489_SP_SET: STAINLESS STEEL ROD
 AW5489_STAMPING: T 1505 1987
 AW5489_MARK LOGO: NGS   
 AW5489_PROJECTION: FLUSH
 AW5489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5489_ROD/PIPE-DEPTH: 20.7 meters
 AW5489
 AW5489  HISTORY     - Date     Condition        Report By
 AW5489  HISTORY     - 1987     MONUMENTED       NGS
 AW5489  HISTORY     - 19971122 GOOD             USPSQD
 AW5489
 AW5489                          STATION DESCRIPTION
 AW5489
 AW5489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5489'1.0 KM (0.6 MI) SOUTH FROM ORCHARD.
 AW5489'0.96 KM (0.6 MI) SOUTH ALONG FM ROAD 1489 FROM THE JUNCTION OF STATE
 AW5489'HIGHWAY 36 AND THE CROSSING OF THE ATCHISON TOPEKA AND SANTA FE
 AW5489'RAILROAD IN ORCHARD, 21.3 METERS (70.0 FT) SOUTHEAST OF THE CENTERLINE
 AW5489'OF FM ROAD 1489, 10.7 METERS (35.0 FT) NORTH OF THE CENTER OF A GRAVEL
 AW5489'ROAD LEADING EAST, 3.7 METERS (12.0 FT) EAST OF A POWER POLE, 2.7
 AW5489'METERS (9.0 FT) EAST OF A FENCE CORNER, 0.5 METER (1.7 FT) SOUTH OF A
 AW5489'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5489'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW5489'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
 AW5489
 AW5489                          STATION RECOVERY (1997)
 AW5489
 AW5489'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2554 ***********************************************************************
 AX2554  DESIGNATION -  T 1506
 AX2554  PID         -  AX2554
 AX2554  STATE/COUNTY-  TX/WHARTON
 AX2554  USGS QUAD   -  GLEN FLORA (1980)
 AX2554
 AX2554                         *CURRENT SURVEY CONTROL
 AX2554  ___________________________________________________________________
 AX2554* NAD 83(1986)-  29 15 11.     (N)    096 10 35.     (W)     SCALED    
 AX2554* NAVD 88     -        30.447  (meters)      99.89   (feet)  ADJUSTED  
 AX2554  ___________________________________________________________________
 AX2554  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX2554  DYNAMIC HT  -          30.404 (meters)      99.75  (feet)  COMP
 AX2554  MODELED GRAV-     979,240.4   (mgal)                       NAVD 88
 AX2554
 AX2554  VERT ORDER  -  FIRST     CLASS I
 AX2554
 AX2554.The horizontal coordinates were scaled from a topographic map and have
 AX2554.an estimated accuracy of +/- 6 seconds.
 AX2554
 AX2554.The orthometric height was determined by differential leveling
 AX2554.and adjusted by the National Geodetic Survey in June 1991..
 AX2554
 AX2554.The geoid height was determined by GEOID03.
 AX2554
 AX2554.The dynamic height is computed by dividing the NAVD 88
 AX2554.geopotential number by the normal gravity value computed on the
 AX2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2554.degrees latitude (g = 980.6199 gals.).
 AX2554
 AX2554.The modeled gravity was interpolated from observed gravity values.
 AX2554
 AX2554;                    North         East    Units  Estimated Accuracy
 AX2554;SPC TXSC     - 4,160,660.      874,390.      MT  (+/- 180 meters Scaled)
 AX2554
 AX2554                          SUPERSEDED SURVEY CONTROL
 AX2554
 AX2554  NGVD 29 (12/23/87)   30.451  (m)           99.90   (f) ADJUSTED    1 1
 AX2554
 AX2554.Superseded values are not recommended for survey control.
 AX2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2554.See file dsdata.txt to determine how the superseded data were derived.
 AX2554
 AX2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT744393(NAD 83)
 AX2554_MARKER: I = METAL ROD
 AX2554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2554_SP_SET: STAINLESS STEEL ROD
 AX2554_STAMPING: T 1506 1987
 AX2554_MARK LOGO: NGS   
 AX2554_PROJECTION: FLUSH
 AX2554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2554_ROD/PIPE-DEPTH: 6.1  meters
 AX2554
 AX2554  HISTORY     - Date     Condition        Report By
 AX2554  HISTORY     - 1987     MONUMENTED       NGS
 AX2554  HISTORY     - 1990     GOOD             USPSQD
 AX2554
 AX2554                          STATION DESCRIPTION
 AX2554
 AX2554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2554'9.7 KM (6.0 MI) SW FROM WHARTON.
 AX2554'4.78 KM (2.97 MI) SOUTHWEST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION
 AX2554'OF STATE HIGHWAY 60 IN WHARTON, THENCE 4.95 KM (3.07 MI) SOUTHWEST
 AX2554'ALONG US HIGHWAY 59, 0.15 KM (0.10 MI) NORTHEAST OF THE T-JUNCTION OF
 AX2554'COUNTY ROAD 458, 23.3 METERS (76.5 FT) SOUTHEAST OF THE CENTERLINE OF
 AX2554'THE NORTHBOUND LANES OF THE HIGHWAY, 8.2 METERS (27.0 FT) SOUTHWEST OF
 AX2554'THE CENTER OF A PRIVATE DIRT ROAD, 6.4 METERS (21.0 FT) NORTHWEST OF
 AX2554'THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 6.4 METERS
 AX2554'(21.0 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST POST OF AN IRON GATE.
 AX2554'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2554'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 AX2554'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AX2554
 AX2554                          STATION RECOVERY (1990)
 AX2554
 AX2554'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX2554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5563 ***********************************************************************
 AW5563  DESIGNATION -  T 1509
 AW5563  PID         -  AW5563
 AW5563  STATE/COUNTY-  TX/HARRIS
 AW5563  USGS QUAD   -  SETTEGAST (1995)
 AW5563
 AW5563                         *CURRENT SURVEY CONTROL
 AW5563  ___________________________________________________________________
 AW5563* NAD 83(1986)-  29 49 16.     (N)    095 21 04.     (W)     SCALED    
 AW5563* NAVD 88     -        18.121  (meters)      59.45   (feet)  ADJUSTED  
 AW5563  ___________________________________________________________________
 AW5563  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW5563  DYNAMIC HT  -          18.096 (meters)      59.37  (feet)  COMP
 AW5563  MODELED GRAV-     979,289.8   (mgal)                       NAVD 88
 AW5563
 AW5563  VERT ORDER  -  FIRST     CLASS II
 AW5563
 AW5563.The horizontal coordinates were scaled from a topographic map and have
 AW5563.an estimated accuracy of +/- 6 seconds.
 AW5563
 AW5563.The orthometric height was determined by differential leveling
 AW5563.and adjusted by the National Geodetic Survey in July 2002..
 AW5563
 AW5563.The geoid height was determined by GEOID03.
 AW5563
 AW5563.The dynamic height is computed by dividing the NAVD 88
 AW5563.geopotential number by the normal gravity value computed on the
 AW5563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5563.degrees latitude (g = 980.6199 gals.).
 AW5563
 AW5563.The modeled gravity was interpolated from observed gravity values.
 AW5563
 AW5563;                    North         East    Units  Estimated Accuracy
 AW5563;SPC TXSC     - 4,225,800.      952,610.      MT  (+/- 180 meters Scaled)
 AW5563
 AW5563                          SUPERSEDED SURVEY CONTROL
 AW5563
 AW5563  NAVD 88 (09/11/96)   18.130  (m)           59.48   (f) UNKNOWN     1 2
 AW5563  NAVD 88 (06/15/91)   18.267  (m)           59.93   (f) UNKNOWN     1 2
 AW5563  NGVD 29 (12/23/87)   18.264  (m)           59.92   (f) ADJUSTED    1 2
 AW5563
 AW5563.Superseded values are not recommended for survey control.
 AW5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5563.See file dsdata.txt to determine how the superseded data were derived.
 AW5563
 AW5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP728012(NAD 83)
 AW5563_MARKER: DV = VERTICAL CONTROL DISK
 AW5563_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW5563+WITH SETTING: PAVEMENT
 AW5563_SP_SET: UTILITY POLE BASE
 AW5563_STAMPING: T 1509 1987
 AW5563_MARK LOGO: NGS   
 AW5563_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5563+STABILITY: SURFACE MOTION
 AW5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5563+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW5563
 AW5563  HISTORY     - Date     Condition        Report By
 AW5563  HISTORY     - 1987     MONUMENTED       NGS
 AW5563  HISTORY     - 19951007 GOOD             CHANCE
 AW5563  HISTORY     - 19960204 GOOD             NGS
 AW5563  HISTORY     - 20040927 GOOD             USPSQD
 AW5563
 AW5563                          STATION DESCRIPTION
 AW5563
 AW5563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5563'IN HOUSTON.
 AW5563'IN HOUSTON, AT THE INTERSECTION OF BENNINGTON STREET AND WEST HARDY
 AW5563'ROAD, NEAR THE CENTER OF A CONCRETE FOUNDATION OF A STEEL UTILITY
 AW5563'POLE, 140.1 M (459.6 FT) SOUTH OF THE CENTERLINE OF THE STREET, 78.6 M
 AW5563'(257.9 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 AW5563'ROAD, 7.1 M (23.3 FT) NORTHEAST OF THE NEAR RAIL OF THE MISSOURI
 AW5563'PACIFIC RAILROAD, AND 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF THE
 AW5563'FOUNDATION.
 AW5563'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 AW5563
 AW5563                          STATION RECOVERY (1995)
 AW5563
 AW5563'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5563'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AW5563'ADD-- FROM THE INTERSECTION OF BENNINGTON STREET AND WEST HARDY ROAD,
 AW5563'PROCEED EAST ON BENNINGTON STREET FOR 0.05 MI (0.08 KM) TO A FIELD ON
 AW5563'THE RIGHT, PROCEED SOUTH THROUGH THE FIELD FOR 0.1 MI (0.2 KM) TO THE
 AW5563'CONCRETE FOUNDATION OF A STEEL UTILITY POLE AND THE MARK IN THE TOP OF
 AW5563'THE FOUNDATION.  ADDITIONAL TIE FOLLOWS.  60 FT (18.3 M) NORTH OF THE
 AW5563'NORTHEAST LEG OF A TOWER SUPPORTING SIX POWER LINES.
 AW5563
 AW5563                          STATION RECOVERY (1996)
 AW5563
 AW5563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5563'IN HOUSTON, AT THE INTERSECTION OF WEST HARDY ROAD AND BENNINGTON
 AW5563'STREET, NEAR THE CENTER OF THE WEST EDGE OF A CONCRETE FOOTING FOR A
 AW5563'STEEL UTILITY POLE NEAR THE SOUTH END OF A TRIANGULAR GRASSY AREA
 AW5563'BOUNDED ON THE SOUTHWEST BY THE HOUSTON BELT TERMINAL RAILROAD AND ON
 AW5563'THE EAST BY A CHAIN-LINK FENCE, 140.0 M (459.3 FT) SOUTH OF THE STREET
 AW5563'CENTER, 79.0 M (259.2 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES
 AW5563'OF THE ROAD, 18.3 M (60.0 FT) NORTH OF THE NORTHEAST LEG OF A HIGH
 AW5563'LINE TOWER, 7.1 M (23.3 FT) NORTHEAST OF THE NEAR RAIL, 1.1 M (3.6 FT)
 AW5563'ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF
 AW5563'THE FOOTING.
 AW5563
 AW5563                          STATION RECOVERY (2004)
 AW5563
 AW5563'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5639 ***********************************************************************
 AW5639  DESIGNATION -  T 1510
 AW5639  PID         -  AW5639
 AW5639  STATE/COUNTY-  TX/HARRIS
 AW5639  USGS QUAD   -  HUMBLE (1995)
 AW5639
 AW5639                         *CURRENT SURVEY CONTROL
 AW5639  ___________________________________________________________________
 AW5639* NAD 83(1986)-  29 58 56.     (N)    095 15 36.     (W)     SCALED    
 AW5639* NAVD 88     -        25.147  (meters)      82.50   (feet)  ADJUSTED  
 AW5639  ___________________________________________________________________
 AW5639  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW5639  DYNAMIC HT  -          25.113 (meters)      82.39  (feet)  COMP
 AW5639  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 AW5639
 AW5639  VERT ORDER  -  FIRST     CLASS II
 AW5639
 AW5639.The horizontal coordinates were scaled from a topographic map and have
 AW5639.an estimated accuracy of +/- 6 seconds.
 AW5639
 AW5639.The orthometric height was determined by differential leveling
 AW5639.and adjusted by the National Geodetic Survey in June 1991..
 AW5639
 AW5639.The geoid height was determined by GEOID03.
 AW5639
 AW5639.The dynamic height is computed by dividing the NAVD 88
 AW5639.geopotential number by the normal gravity value computed on the
 AW5639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5639.degrees latitude (g = 980.6199 gals.).
 AW5639
 AW5639.The modeled gravity was interpolated from observed gravity values.
 AW5639
 AW5639;                    North         East    Units  Estimated Accuracy
 AW5639;SPC TXSC     - 4,243,930.      960,840.      MT  (+/- 180 meters Scaled)
 AW5639
 AW5639                          SUPERSEDED SURVEY CONTROL
 AW5639
 AW5639  NGVD 29 (12/23/87)   25.145  (m)           82.50   (f) ADJUSTED    1 2
 AW5639
 AW5639.Superseded values are not recommended for survey control.
 AW5639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5639.See file dsdata.txt to determine how the superseded data were derived.
 AW5639
 AW5639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP819189(NAD 83)
 AW5639_MARKER: I = METAL ROD
 AW5639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5639_SP_SET: STAINLESS STEEL ROD
 AW5639_STAMPING: T 1510 1987
 AW5639_MARK LOGO: NGS   
 AW5639_PROJECTION: FLUSH
 AW5639_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW5639+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1994
 AW5639_ROD/PIPE-DEPTH: 8.5  meters
 AW5639
 AW5639  HISTORY     - Date     Condition        Report By
 AW5639  HISTORY     - 1987     MONUMENTED       NGS
 AW5639  HISTORY     - 19941009 GOOD             NGS
 AW5639
 AW5639                          STATION DESCRIPTION
 AW5639
 AW5639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5639'2.1 KM (1.3 MI) SOUTH FROM HUMBLE.
 AW5639'0.6 KM (0.35 MI) EAST ALONG BARRETT STREET FROM THE POST OFFICE IN
 AW5639'HUMBLE, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG OLD HUMBLE ROAD, 36.2
 AW5639'M (118.8 FT) WEST OF THE WEST FACE OF AN ASSEMBLY OF GOD CHURCH, 30.1
 AW5639'M (98.8 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTH WING
 AW5639'OF THE CHURCH, 18.4 M (60.4 FT) EAST OF THE CENTERLINE OF THE ROAD,
 AW5639'AND 11.3 M (37.1 FT) SOUTH OF THE CENTER OF THE CENTER 1 OF 3
 AW5639'DRIVEWAYS LEADING TO THE CHURCH.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5639'THROUGH A 5-INCH LOGO CAP.
 AW5639'THE MARK IS ABOVE LEVEL WITH A DRIVEWAY.
 AW5639
 AW5639                          STATION RECOVERY (1994)
 AW5639
 AW5639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW5639'0.2 KM (0.10 MI) WESTERLY ALONG FIRST STREET FROM THE POST OFFICE IN
 AW5639'HUMBLE, THENCE 1.9 KM (1.20 MI) SOUTHERLY ALONG HOUSTON AVENUE, 36.2 M
 AW5639'(118.8 FT) WEST OF THE WEST FACE OF THE FIRST ASSEMBLY OF GOD CHURCH,
 AW5639'30.1 M (98.8 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTH
 AW5639'WING OF THE CHURCH, 18.4 M (60.4 FT) EAST OF THE AVENUE CENTERLINE,
 AW5639'11.6 M (38.1 FT) NORTH OF THE WEST LEG OF A SIGN (FIRST ASSEMBLY OF
 AW5639'GOD) , 11.3 M (37.1 FT) SOUTH OF THE CENTER 1 OF 3 ENTRANCE ROADS
 AW5639'LEADING TO THE CHURCH, 10.0 M (32.8 FT) SOUTHEAST OF UTILITY LIGHT
 AW5639'POLE NUMBER 320955, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 AW5639'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5621 ***********************************************************************
 AW5621  DESIGNATION -  T 1511
 AW5621  PID         -  AW5621
 AW5621  STATE/COUNTY-  TX/HARRIS
 AW5621  USGS QUAD   -  ALDINE (1995)
 AW5621
 AW5621                         *CURRENT SURVEY CONTROL
 AW5621  ___________________________________________________________________
 AW5621* NAD 83(1986)-  29 57 47.     (N)    095 29 55.     (W)     SCALED    
 AW5621* NAVD 88     -        35.175  (meters)     115.40   (feet)  ADJUSTED  
 AW5621  ___________________________________________________________________
 AW5621  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW5621  DYNAMIC HT  -          35.128 (meters)     115.25  (feet)  COMP
 AW5621  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 AW5621
 AW5621  VERT ORDER  -  FIRST     CLASS II
 AW5621
 AW5621.The horizontal coordinates were scaled from a topographic map and have
 AW5621.an estimated accuracy of +/- 6 seconds.
 AW5621
 AW5621.The orthometric height was determined by differential leveling
 AW5621.and adjusted by the National Geodetic Survey in June 1991..
 AW5621
 AW5621.The geoid height was determined by GEOID03.
 AW5621
 AW5621.The dynamic height is computed by dividing the NAVD 88
 AW5621.geopotential number by the normal gravity value computed on the
 AW5621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5621.degrees latitude (g = 980.6199 gals.).
 AW5621
 AW5621.The modeled gravity was interpolated from observed gravity values.
 AW5621
 AW5621;                    North         East    Units  Estimated Accuracy
 AW5621;SPC TXSC     - 4,241,090.      937,890.      MT  (+/- 180 meters Scaled)
 AW5621
 AW5621                          SUPERSEDED SURVEY CONTROL
 AW5621
 AW5621  NGVD 29 (12/23/87)   35.171  (m)          115.39   (f) ADJUSTED    1 2
 AW5621
 AW5621.Superseded values are not recommended for survey control.
 AW5621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5621.See file dsdata.txt to determine how the superseded data were derived.
 AW5621
 AW5621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP588173(NAD 83)
 AW5621_MARKER: I = METAL ROD
 AW5621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5621_SP_SET: STAINLESS STEEL ROD
 AW5621_STAMPING: T 1511 1987
 AW5621_MARK LOGO: NGS   
 AW5621_PROJECTION: FLUSH
 AW5621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5621+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5621_ROD/PIPE-DEPTH: 7.3  meters
 AW5621
 AW5621  HISTORY     - Date     Condition        Report By
 AW5621  HISTORY     - 1987     MONUMENTED       NGS
 AW5621  HISTORY     - 20051012 GOOD             USPSQD
 AW5621
 AW5621                          STATION DESCRIPTION
 AW5621
 AW5621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5621'4.9 KM (3.05 MI) NORTH FROM NORTH HOUSTON.
 AW5621'0.4 KM (0.25 MI) SOUTHEAST ALONG STATE HIGHWAY 149 FROM ITS JUNCTION
 AW5621'WITH FAIRBANKS-NORTH HOUSTON ROAD IN NORTH HOUSTON, THENCE 4.5 KM (2.8
 AW5621'MI) NORTHERLY ALONG BAMMEL-NORTH HOUSTON ROAD, 13.1 M (43.0 FT)
 AW5621'NORTH-NORTHEAST OF THE CENTER OF A DRIVEWAY (EAGLE CROSSING) LEADING
 AW5621'TO KLEIN FOREST HIGH SCHOOL, 12.0 M (39.4 FT) NORTHWEST OF THE
 AW5621'CENTERLINE OF THE ROAD, 0.7 M (2.3 FT) SOUTHWEST OF THE SOUTH CORNER
 AW5621'OF A PARKING LOT CURB, AND 0.6 M (2.0 FT) SOUTH-SOUTHWEST OF A PARKING
 AW5621'LOT CURB.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5621'CAP.
 AW5621'THE MARK IS 0.3 M ABOVE THE ROAD.
 AW5621
 AW5621                          STATION RECOVERY (2005)
 AW5621
 AW5621'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5621'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5690 ***********************************************************************
 AW5690  DESIGNATION -  T 1512
 AW5690  PID         -  AW5690
 AW5690  STATE/COUNTY-  TX/HARRIS
 AW5690  USGS QUAD   -  PARK PLACE (1995)
 AW5690
 AW5690                         *CURRENT SURVEY CONTROL
 AW5690  ___________________________________________________________________
 AW5690* NAD 83(1986)-  29 37 36.     (N)    095 15 37.     (W)     SCALED    
 AW5690* NAVD 88     -        13.603  (meters)      44.63   (feet)  ADJUSTED  
 AW5690  ___________________________________________________________________
 AW5690  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW5690  DYNAMIC HT  -          13.584 (meters)      44.57  (feet)  COMP
 AW5690  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 AW5690
 AW5690  VERT ORDER  -  FIRST     CLASS II
 AW5690
 AW5690.The horizontal coordinates were scaled from a topographic map and have
 AW5690.an estimated accuracy of +/- 6 seconds.
 AW5690
 AW5690.The orthometric height was determined by differential leveling
 AW5690.and adjusted by the National Geodetic Survey in June 1991..
 AW5690
 AW5690.The geoid height was determined by GEOID03.
 AW5690
 AW5690.The dynamic height is computed by dividing the NAVD 88
 AW5690.geopotential number by the normal gravity value computed on the
 AW5690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5690.degrees latitude (g = 980.6199 gals.).
 AW5690
 AW5690.The modeled gravity was interpolated from observed gravity values.
 AW5690
 AW5690;                    North         East    Units  Estimated Accuracy
 AW5690;SPC TXSC     - 4,204,540.      962,070.      MT  (+/- 180 meters Scaled)
 AW5690
 AW5690                          SUPERSEDED SURVEY CONTROL
 AW5690
 AW5690  NGVD 29 (12/23/87)   13.599  (m)           44.62   (f) ADJUSTED    1 2
 AW5690
 AW5690.Superseded values are not recommended for survey control.
 AW5690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5690.See file dsdata.txt to determine how the superseded data were derived.
 AW5690
 AW5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN811795(NAD 83)
 AW5690_MARKER: I = METAL ROD
 AW5690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5690_SP_SET: STAINLESS STEEL ROD
 AW5690_STAMPING: T 1512 1987
 AW5690_MARK LOGO: NGS   
 AW5690_PROJECTION: RECESSED 2 CENTIMETERS
 AW5690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5690+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW5690_ROD/PIPE-DEPTH: 12.5 meters
 AW5690
 AW5690  HISTORY     - Date     Condition        Report By
 AW5690  HISTORY     - 1987     MONUMENTED       NGS
 AW5690  HISTORY     - 19950624 GOOD             USPSQD
 AW5690  HISTORY     - 20030824 GOOD             USPSQD
 AW5690  HISTORY     - 20050116 GOOD             USPSQD
 AW5690  HISTORY     - 20060715 MARK NOT FOUND   GEOCAC
 AW5690
 AW5690                          STATION DESCRIPTION
 AW5690
 AW5690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5690'4.7 KM (2.95 MI) EAST FROM MYKAWA.
 AW5690'1.8 KM (1.1 MI) EAST ALONG ALMEDA GENOA ROAD FROM THE CROSSING OF THE
 AW5690'ATCHISON, TOPEKA AND SANTA FE RAILROAD IN MYKAWA, THENCE 0.6 KM (0.35
 AW5690'MI) NORTH ALONG STATE HIGHWAY 35 (TELEPHONE ROAD), THENCE 2.4 KM (1.5
 AW5690'MI) EAST ALONG ALMEDA GENOA ROAD, ALSO 5.0 KM (3.1 MI) WEST ALONG
 AW5690'ALMEDA GENOA ROAD FROM THE POST OFFICE IN GENOA, 11.3 METERS (37.1 FT)
 AW5690'WEST OF UTILITY POLE NUMBER 8701, 8.5 METERS (27.9 FT) EAST OF THE
 AW5690'CENTER OF THE EAST ENTRANCE ROAD TO FOREST LAWN CEMETARY, 6.5 METERS
 AW5690'(21.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD,
 AW5690'5.6 METERS (18.4 FT) SOUTHEAST OF A UTILITY POLE WITH FOUR LIGHTS.
 AW5690'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5690'THE MARK IS 0.3 M ABOVE ROAD.
 AW5690
 AW5690                          STATION RECOVERY (1995)
 AW5690
 AW5690'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5690'RECOVERED IN GOOD CONDITION.
 AW5690
 AW5690                          STATION RECOVERY (2003)
 AW5690
 AW5690'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5690'RECOVERED IN GOOD CONDITION.
 AW5690
 AW5690                          STATION RECOVERY (2005)
 AW5690
 AW5690'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5690'RECOVERED IN GOOD CONDITION.
 AW5690
 AW5690                          STATION RECOVERY (2006)
 AW5690
 AW5690'RECOVERY NOTE BY GEOCACHING 2006 (GGM)
 AW5690'STATION APPEARS OVERGROWN OR COVERED OVER WITH DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2028 ***********************************************************************
 BL2028  DESIGNATION -  T 1515
 BL2028  PID         -  BL2028
 BL2028  STATE/COUNTY-  TX/LIBERTY
 BL2028  USGS QUAD   -  DAISETTA (1984)
 BL2028
 BL2028                         *CURRENT SURVEY CONTROL
 BL2028  ___________________________________________________________________
 BL2028* NAD 83(1986)-  30 02 51.     (N)    094 42 14.     (W)     SCALED    
 BL2028* NAVD 88     -        20.149  (meters)      66.11   (feet)  ADJUSTED  
 BL2028  ___________________________________________________________________
 BL2028  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL2028  DYNAMIC HT  -          20.122 (meters)      66.02  (feet)  COMP
 BL2028  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 BL2028
 BL2028  VERT ORDER  -  FIRST     CLASS II
 BL2028
 BL2028.The horizontal coordinates were scaled from a topographic map and have
 BL2028.an estimated accuracy of +/- 6 seconds.
 BL2028
 BL2028.The orthometric height was determined by differential leveling
 BL2028.and adjusted by the National Geodetic Survey in June 1991..
 BL2028
 BL2028.The geoid height was determined by GEOID03.
 BL2028
 BL2028.The dynamic height is computed by dividing the NAVD 88
 BL2028.geopotential number by the normal gravity value computed on the
 BL2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2028.degrees latitude (g = 980.6199 gals.).
 BL2028
 BL2028.The modeled gravity was interpolated from observed gravity values.
 BL2028
 BL2028;                    North         East    Units  Estimated Accuracy
 BL2028;SPC TX C     - 3,055,950.    1,242,680.      MT  (+/- 180 meters Scaled)
 BL2028
 BL2028                          SUPERSEDED SURVEY CONTROL
 BL2028
 BL2028  NGVD 29 (12/23/87)   20.153  (m)           66.12   (f) ADJUSTED    1 2
 BL2028
 BL2028.Superseded values are not recommended for survey control.
 BL2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2028.See file dsdata.txt to determine how the superseded data were derived.
 BL2028
 BL2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP357252(NAD 83)
 BL2028_MARKER: I = METAL ROD
 BL2028_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2028_SP_SET: STAINLESS STEEL ROD
 BL2028_STAMPING: T 1515 1987
 BL2028_MARK LOGO: NGS   
 BL2028_PROJECTION: FLUSH
 BL2028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2028_ROD/PIPE-DEPTH: 8.5  meters
 BL2028
 BL2028  HISTORY     - Date     Condition        Report By
 BL2028  HISTORY     - 1987     MONUMENTED       NGS
 BL2028  HISTORY     - 19960413 GOOD             USPSQD
 BL2028
 BL2028                          STATION DESCRIPTION
 BL2028
 BL2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2028'3.0 KM (1.85 MI) WEST FROM RAYWOOD.
 BL2028'3.2 KM (2.0 MI) WEST ALONG U S HIGHWAY 90 FROM THE POST OFFICE IN
 BL2028'RAYWOOD,0.08 KM (0.05 MI) EAST OF THE EAST ENTRANCE TO A FARM
 BL2028'IMPLEMENT DEALER SOUTH OF THE HIGHWAY, AT A POWERLINE CROSSING,
 BL2028'16.9 METERS (55.5 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BL2028'16.6 METERS (54.6 FEET) EAST OF THE CENTER OF A TRACK ROAD LEADING
 BL2028'NORTH AND ACROSS THE RAILROAD TRACK, 3.4 METERS (11.3 FEET) EAST OF
 BL2028'THE EASTERNMOST POWER LINE POLE ON THE NORTH SIDE OF THE HIGHWAY,
 BL2028'3.1 METERS (10.1 FEET) WEST OF THE BASE OF A GUY WIRE FOR THE POWER
 BL2028'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2028'THE MARK IS 0.6 METERS  S FROM  WITNESS POST
 BL2028'THE MARK IS 1.0 M BELOW HIGHWAY.
 BL2028
 BL2028                          STATION RECOVERY (1996)
 BL2028
 BL2028'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6265 ***********************************************************************
 AC6265  DESIGNATION -  T 1516
 AC6265  PID         -  AC6265
 AC6265  STATE/COUNTY-  TX/GALVESTON
 AC6265  USGS QUAD   -  GALVESTON (1994)
 AC6265
 AC6265                         *CURRENT SURVEY CONTROL
 AC6265  ___________________________________________________________________
 AC6265* NAD 83(1986)-  29 16 50.     (N)    094 50 02.     (W)     SCALED    
 AC6265* NAVD 88     -         2.060  (meters)       6.76   (feet)  ADJUSTED  
 AC6265  ___________________________________________________________________
 AC6265  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AC6265  DYNAMIC HT  -           2.057 (meters)       6.75  (feet)  COMP
 AC6265  MODELED GRAV-     979,260.3   (mgal)                       NAVD 88
 AC6265
 AC6265  VERT ORDER  -  FIRST     CLASS II
 AC6265
 AC6265.The horizontal coordinates were scaled from a topographic map and have
 AC6265.an estimated accuracy of +/- 6 seconds.
 AC6265
 AC6265.The orthometric height was determined by differential leveling
 AC6265.and adjusted by the National Geodetic Survey in March 1997..
 AC6265
 AC6265.The geoid height was determined by GEOID03.
 AC6265
 AC6265.The dynamic height is computed by dividing the NAVD 88
 AC6265.geopotential number by the normal gravity value computed on the
 AC6265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6265.degrees latitude (g = 980.6199 gals.).
 AC6265
 AC6265.The modeled gravity was interpolated from observed gravity values.
 AC6265
 AC6265;                    North         East    Units  Estimated Accuracy
 AC6265;SPC TXSC     - 4,167,600.    1,004,700.      MT  (+/- 180 meters Scaled)
 AC6265
 AC6265                          SUPERSEDED SURVEY CONTROL
 AC6265
 AC6265.No superseded survey control is available for this station.
 AC6265
 AC6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN218404(NAD 83)
 AC6265_MARKER: I = METAL ROD
 AC6265_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6265_STAMPING: T 1516 1996
 AC6265_MARK LOGO: NGS   
 AC6265_PROJECTION: FLUSH
 AC6265_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6265+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6265_ROD/PIPE-DEPTH: 17.4 meters
 AC6265_SLEEVE-DEPTH  : 0.9 meters
 AC6265
 AC6265  HISTORY     - Date     Condition        Report By
 AC6265  HISTORY     - 1996     MONUMENTED       NGS
 AC6265  HISTORY     - 20031206 MARK NOT FOUND   USPSQD
 AC6265  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 AC6265  HISTORY     - 20051209 POOR             USPSQD
 AC6265
 AC6265                          STATION DESCRIPTION
 AC6265
 AC6265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6265'IN GALVESTON, AT THE INTERSECTION OF 61TH STREET AND HEARDS LANE, 48.1
 AC6265'M (157.8 FT) NORTHWEST OF THE LANE CENTER, 7.2 M (23.6 FT) SOUTH OF
 AC6265'THE WEST END OF A SEAWALL, 7.0 M (23.0 FT) NORTHEAST OF AND LEVEL WITH
 AC6265'THE CENTER OF THE NORTHBOUND LANES OF THE STREET, 2.7 M (8.9 FT)
 AC6265'SOUTHEAST OF THE CENTER OF A MANHOLE COVER, 1.6 M (5.2 FT) WEST OF THE
 AC6265'NORTHWEST CORNER OF A CURB FOR A SHONEYS PARKING LOT, 0.3 M (1.0 FT)
 AC6265'SOUTHEAST OF A WITNESS POST, AND 0.2 M (0.7 FT) NORTHEAST OF A
 AC6265'GUARDRAIL.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC6265'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AC6265'MARK.
 AC6265
 AC6265                          STATION RECOVERY (2003)
 AC6265
 AC6265'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AC6265'MARK NOT FOUND.
 AC6265
 AC6265                          STATION RECOVERY (2004)
 AC6265
 AC6265'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AC6265'AT THIS LOCATION SHONEY'S RESTAURANT DOES NOT EXIST. IT IS NOW A
 AC6265'SHAMROCK SERVICE STATION. IT APPEARS THAT THE MARK HAS BEEN COVERED
 AC6265'OVER WITH CONCRETE OR DESTROYED.
 AC6265
 AC6265                          STATION RECOVERY (2005)
 AC6265
 AC6265'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AC6265'RECOVERED AS DESCRIBED. THE DISK IS THERE AND THE NUMBERS ARE EASY TO
 AC6265'READ BUT THE TUBE HAS BEEN FILLED WITH CONCRETE FROM THE NEW SIDEWALK
 AC6265'WHEN IT WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0778 ***********************************************************************
 CE0778  DESIGNATION -  T 1517
 CE0778  PID         -  CE0778
 CE0778  STATE/COUNTY-  TX/EL PASO
 CE0778  USGS QUAD   -  EL PASO (1997)
 CE0778
 CE0778                         *CURRENT SURVEY CONTROL
 CE0778  ___________________________________________________________________
 CE0778* NAD 83(1986)-  31 47 08.     (N)    106 25 33.     (W)     SCALED    
 CE0778* NAVD 88     -      1168.347  (meters)    3833.15   (feet)  ADJUSTED  
 CE0778  ___________________________________________________________________
 CE0778  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CE0778  DYNAMIC HT  -        1166.564 (meters)    3827.30  (feet)  COMP
 CE0778  MODELED GRAV-     979,073.6   (mgal)                       NAVD 88
 CE0778
 CE0778  VERT ORDER  -  FIRST     CLASS I
 CE0778
 CE0778.The horizontal coordinates were scaled from a topographic map and have
 CE0778.an estimated accuracy of +/- 6 seconds.
 CE0778
 CE0778.The orthometric height was determined by differential leveling
 CE0778.and adjusted by the National Geodetic Survey in November 1996..
 CE0778
 CE0778.The geoid height was determined by GEOID03.
 CE0778
 CE0778.The dynamic height is computed by dividing the NAVD 88
 CE0778.geopotential number by the normal gravity value computed on the
 CE0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0778.degrees latitude (g = 980.6199 gals.).
 CE0778
 CE0778.The modeled gravity was interpolated from observed gravity values.
 CE0778
 CE0778;                    North         East    Units  Estimated Accuracy
 CE0778;SPC TX C     - 3,250,700.      123,270.      MT  (+/- 180 meters Scaled)
 CE0778
 CE0778                          SUPERSEDED SURVEY CONTROL
 CE0778
 CE0778.No superseded survey control is available for this station.
 CE0778
 CE0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR650175(NAD 83)
 CE0778_MARKER: I = METAL ROD
 CE0778_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0778_SP_SET: STAINLESS STEEL ROD
 CE0778_STAMPING: T 1517 1993
 CE0778_MARK LOGO: NGS   
 CE0778_PROJECTION: RECESSED 3 CENTIMETERS
 CE0778_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0778+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0778_ROD/PIPE-DEPTH: 8.5  meters
 CE0778
 CE0778  HISTORY     - Date     Condition        Report By
 CE0778  HISTORY     - 1993     MONUMENTED       NGS
 CE0778
 CE0778                          STATION DESCRIPTION
 CE0778
 CE0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0778'IN EL PASO, AT THE INTERSECTION OF CHELSEA STREET AND TROWBRIDGE
 CE0778'DRIVE, 26.1 M (85.6 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND
 CE0778'LANES OF THE DRIVE, 11.1 M (36.4 FT) WEST OF AND LEVEL WITH THE
 CE0778'STREET CENTER, 0.6 M (2.0 FT) WEST OF THE WEST EDGE OF A SIDEWALK,
 CE0778'AND 0.6 M (2.0 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 CE0778'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8469 ***********************************************************************
 AC8469  DESIGNATION -  T 1518
 AC8469  PID         -  AC8469
 AC8469  STATE/COUNTY-  TX/NUECES
 AC8469  USGS QUAD   -  OSO CREEK NE (1975)
 AC8469
 AC8469                         *CURRENT SURVEY CONTROL
 AC8469  ___________________________________________________________________
 AC8469* NAD 83(1986)-  27 40 08.     (N)    097 16 55.     (W)     SCALED    
 AC8469* NAVD 88     -        11.001  (meters)      36.09   (feet)  ADJUSTED  
 AC8469  ___________________________________________________________________
 AC8469  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AC8469  DYNAMIC HT  -          10.984 (meters)      36.04  (feet)  COMP
 AC8469  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AC8469
 AC8469  VERT ORDER  -  FIRST     CLASS II
 AC8469
 AC8469.The horizontal coordinates were scaled from a topographic map and have
 AC8469.an estimated accuracy of +/- 6 seconds.
 AC8469
 AC8469.The orthometric height was determined by differential leveling
 AC8469.and adjusted by the National Geodetic Survey in December 1997..
 AC8469
 AC8469.The geoid height was determined by GEOID03.
 AC8469
 AC8469.The dynamic height is computed by dividing the NAVD 88
 AC8469.geopotential number by the normal gravity value computed on the
 AC8469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8469.degrees latitude (g = 980.6199 gals.).
 AC8469
 AC8469.The modeled gravity was interpolated from observed gravity values.
 AC8469
 AC8469;                    North         East    Units  Estimated Accuracy
 AC8469;SPC TX S     - 5,222,410.      420,170.      MT  (+/- 180 meters Scaled)
 AC8469
 AC8469                          SUPERSEDED SURVEY CONTROL
 AC8469
 AC8469.No superseded survey control is available for this station.
 AC8469
 AC8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR694617(NAD 83)
 AC8469_MARKER: DD = SURVEY DISK
 AC8469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8469_SP_SET: OVERPASS ABUTMENT
 AC8469_STAMPING: T 1518
 AC8469_MARK LOGO: TXHD  
 AC8469_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8469+STABILITY: POSITION/ELEVATION WELL
 AC8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8469+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8469
 AC8469  HISTORY     - Date     Condition        Report By
 AC8469  HISTORY     - UNK      MONUMENTED       TXHD
 AC8469  HISTORY     - 19970205 GOOD             NGS
 AC8469
 AC8469                          STATION DESCRIPTION
 AC8469
 AC8469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8469'IN CORPUS CHRISTI, AT THE INTERSECTION OF SOUTH PADRE ISLAND DRIVE AND
 AC8469'WALDRON ROAD, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST
 AC8469'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE DRIVE OVERPASS OF THE
 AC8469'ROAD, 39.7 M (130.2 FT) SOUTHEAST OF THE ROAD CENTER, AND 6.5 M (21.3
 AC8469'FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES
 AC8469'OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8421 ***********************************************************************
 AC8421  DESIGNATION -  T 1519
 AC8421  PID         -  AC8421
 AC8421  STATE/COUNTY-  TX/NUECES
 AC8421  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8421
 AC8421                         *CURRENT SURVEY CONTROL
 AC8421  ___________________________________________________________________
 AC8421* NAD 83(1986)-  27 50 10.     (N)    097 22 53.     (W)     SCALED    
 AC8421* NAVD 88     -         4.753  (meters)      15.59   (feet)  ADJUSTED  
 AC8421  ___________________________________________________________________
 AC8421  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AC8421  DYNAMIC HT  -           4.746 (meters)      15.57  (feet)  COMP
 AC8421  MODELED GRAV-     979,131.0   (mgal)                       NAVD 88
 AC8421
 AC8421  VERT ORDER  -  FIRST     CLASS II
 AC8421
 AC8421.The horizontal coordinates were scaled from a topographic map and have
 AC8421.an estimated accuracy of +/- 6 seconds.
 AC8421
 AC8421.The orthometric height was determined by differential leveling
 AC8421.and adjusted by the National Geodetic Survey in December 1997..
 AC8421
 AC8421.The geoid height was determined by GEOID03.
 AC8421
 AC8421.The dynamic height is computed by dividing the NAVD 88
 AC8421.geopotential number by the normal gravity value computed on the
 AC8421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8421.degrees latitude (g = 980.6199 gals.).
 AC8421
 AC8421.The modeled gravity was interpolated from observed gravity values.
 AC8421
 AC8421;                    North         East    Units  Estimated Accuracy
 AC8421;SPC TX S     - 5,240,850.      410,190.      MT  (+/- 180 meters Scaled)
 AC8421
 AC8421                          SUPERSEDED SURVEY CONTROL
 AC8421
 AC8421.No superseded survey control is available for this station.
 AC8421
 AC8421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR593800(NAD 83)
 AC8421_MARKER: DV = VERTICAL CONTROL DISK
 AC8421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8421_SP_SET: ABUTMENT
 AC8421_STAMPING: T 1519
 AC8421_MARK LOGO: TXHD  
 AC8421_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8421+STABILITY: POSITION/ELEVATION WELL
 AC8421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8421+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1997
 AC8421
 AC8421  HISTORY     - Date     Condition        Report By
 AC8421  HISTORY     - UNK      MONUMENTED       TXHD
 AC8421  HISTORY     - 19970201 GOOD             NGS
 AC8421
 AC8421                          STATION DESCRIPTION
 AC8421
 AC8421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8421'13.3 KM (8.25 MI) SOUTHWESTERLY ALONG GREGORY STREET AND U.S.  HIGHWAY
 AC8421'181 FROM THE POST OFFICE IN GREGORY, IN TOP OF AND 0.1 M (0.3 FT)
 AC8421'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 AC8421'GUARDRAIL OF THE HIGHWAY SPANNING NUECES BAY, 9.5 M (31.2 FT)
 AC8421'SOUTHEAST OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.7 M (2.3 FT)
 AC8421'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0118 ***********************************************************************
 CS0118  DESIGNATION -  T 152
 CS0118  PID         -  CS0118
 CS0118  STATE/COUNTY-  TX/KAUFMAN
 CS0118  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0118
 CS0118                         *CURRENT SURVEY CONTROL
 CS0118  ___________________________________________________________________
 CS0118* NAD 83(1986)-  32 39 33.     (N)    096 16 17.     (W)     SCALED    
 CS0118* NAVD 88     -       131.121  (meters)     430.19   (feet)  ADJUSTED  
 CS0118  ___________________________________________________________________
 CS0118  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 CS0118  DYNAMIC HT  -         130.976 (meters)     429.71  (feet)  COMP
 CS0118  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CS0118
 CS0118  VERT ORDER  -  SECOND    CLASS 0
 CS0118
 CS0118.The horizontal coordinates were scaled from a topographic map and have
 CS0118.an estimated accuracy of +/- 6 seconds.
 CS0118
 CS0118.The orthometric height was determined by differential leveling
 CS0118.and adjusted by the National Geodetic Survey in June 1991..
 CS0118
 CS0118.The geoid height was determined by GEOID03.
 CS0118
 CS0118.The dynamic height is computed by dividing the NAVD 88
 CS0118.geopotential number by the normal gravity value computed on the
 CS0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0118.degrees latitude (g = 980.6199 gals.).
 CS0118
 CS0118.The modeled gravity was interpolated from observed gravity values.
 CS0118
 CS0118;                    North         East    Units  Estimated Accuracy
 CS0118;SPC TXNC     - 2,112,280.      809,030.      MT  (+/- 180 meters Scaled)
 CS0118
 CS0118                          SUPERSEDED SURVEY CONTROL
 CS0118
 CS0118  NGVD 29 (??/??/92)  131.128  (m)          430.21   (f) ADJ UNCH    2 0
 CS0118
 CS0118.Superseded values are not recommended for survey control.
 CS0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0118.See file dsdata.txt to determine how the superseded data were derived.
 CS0118
 CS0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB559167(NAD 83)
 CS0118_MARKER: DB = BENCH MARK DISK
 CS0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0118_STAMPING: T 152 1933
 CS0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0118+STABILITY: SURFACE MOTION
 CS0118
 CS0118  HISTORY     - Date     Condition        Report By
 CS0118  HISTORY     - 1933     MONUMENTED       CGS
 CS0118  HISTORY     - 1946     GOOD             NGS
 CS0118
 CS0118                          STATION DESCRIPTION
 CS0118
 CS0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0118'5.4 MI N FROM KAUFMAN.
 CS0118'5.4 MILES NORTH OF, ALONG TEXAS AND NEW ORLEANS RR. 2 TELEGRAPH POLE
 CS0118'INTERVALS NORTH OF CARTWRIGHT SWITCH.  2 FEET INSIDE RAILROAD RIGHT OF
 CS0118'WAY FENCE AT SOUTHWEST CORNER OF COTTON GIN PROPERTY.  33 FEET SOUTH
 CS0118'OF RR CULVERT NO. 35 C.  ABOUT 1 MILE WEST OF STATE HIGHWAY NO. 34,
 CS0118'ALONG POST OAK BEND ROAD TO TRACK CROSSING.  47 FEET EAST OF TRACK
 CS0118'C.L.  TABLET SET IN TOP OF CONCRETE POST.
 CS0118
 CS0118                          STATION RECOVERY (1946)
 CS0118
 CS0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6872 ***********************************************************************
 AE6872  DESIGNATION -  T 1520
 AE6872  PID         -  AE6872
 AE6872  STATE/COUNTY-  TX/GARZA
 AE6872  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 AE6872
 AE6872                         *CURRENT SURVEY CONTROL
 AE6872  ___________________________________________________________________
 AE6872* NAD 83(1986)-  32 59 21.     (N)    101 04 49.     (W)     SCALED    
 AE6872* NAVD 88     -       717.322  (meters)    2353.41   (feet)  ADJUSTED  
 AE6872  ___________________________________________________________________
 AE6872  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AE6872  DYNAMIC HT  -         716.412 (meters)    2350.43  (feet)  COMP
 AE6872  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 AE6872
 AE6872  VERT ORDER  -  FIRST     CLASS II
 AE6872
 AE6872.The horizontal coordinates were scaled from a topographic map and have
 AE6872.an estimated accuracy of +/- 6 seconds.
 AE6872
 AE6872.The orthometric height was determined by differential leveling
 AE6872.and adjusted by the National Geodetic Survey in July 2002..
 AE6872
 AE6872.The geoid height was determined by GEOID03.
 AE6872
 AE6872.The dynamic height is computed by dividing the NAVD 88
 AE6872.geopotential number by the normal gravity value computed on the
 AE6872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6872.degrees latitude (g = 980.6199 gals.).
 AE6872
 AE6872.The modeled gravity was interpolated from observed gravity values.
 AE6872
 AE6872;                    North         East    Units  Estimated Accuracy
 AE6872;SPC TXNC     - 2,149,610.      358,890.      MT  (+/- 180 meters Scaled)
 AE6872
 AE6872                          SUPERSEDED SURVEY CONTROL
 AE6872
 AE6872.No superseded survey control is available for this station.
 AE6872
 AE6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB056520(NAD 83)
 AE6872_MARKER: I = METAL ROD
 AE6872_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6872_STAMPING: T 1520 1997
 AE6872_MARK LOGO: NGS   
 AE6872_PROJECTION: FLUSH
 AE6872_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6872+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6872_ROD/PIPE-DEPTH: 3.7  meters
 AE6872_SLEEVE-DEPTH  : 0.9 meters
 AE6872
 AE6872  HISTORY     - Date     Condition        Report By
 AE6872  HISTORY     - 1997     MONUMENTED       NGS
 AE6872
 AE6872                          STATION DESCRIPTION
 AE6872
 AE6872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6872'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6872'OF STATE HIGHWAY 208 IN SNYDER, THENCE 2.8 KM (1.75 MI) EASTERLY ALONG
 AE6872'A GRAVELED ROAD, 19.6 M (64.3 FT) NORTH OF THE ROAD CENTER, 5.6 M
 AE6872'(18.4 FT) WEST OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) ABOVE THE
 AE6872'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 AE6872'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE6872'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE6872'THE MARK IS ON PROPERTY OWNED BY JOHN WARD, P.O.  BOX 77, SNYDER, TX
 AE6872'79550, TELEPHONE NUMBER (915) 573-7937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ9023 ***********************************************************************
 AJ9023  DESIGNATION -  T 1520
 AJ9023  PID         -  AJ9023
 AJ9023  STATE/COUNTY-  TX/DEAF SMITH
 AJ9023  USGS QUAD   -  HEREFORD (1970)
 AJ9023
 AJ9023                         *CURRENT SURVEY CONTROL
 AJ9023  ___________________________________________________________________
 AJ9023* NAD 83(1986)-  34 48 28.     (N)    102 26 29.     (W)     SCALED    
 AJ9023* NAVD 88     -      1174.403  (meters)    3853.02   (feet)  ADJUSTED  
 AJ9023  ___________________________________________________________________
 AJ9023  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AJ9023  DYNAMIC HT  -        1172.921 (meters)    3848.16  (feet)  COMP
 AJ9023  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 AJ9023
 AJ9023  VERT ORDER  -  FIRST     CLASS II
 AJ9023
 AJ9023.The horizontal coordinates were scaled from a topographic map and have
 AJ9023.an estimated accuracy of +/- 6 seconds.
 AJ9023
 AJ9023.The orthometric height was determined by differential leveling
 AJ9023.and adjusted by the National Geodetic Survey in May 2002..
 AJ9023.No vertical observational check was made to the station.
 AJ9023
 AJ9023.The geoid height was determined by GEOID03.
 AJ9023
 AJ9023.The dynamic height is computed by dividing the NAVD 88
 AJ9023.geopotential number by the normal gravity value computed on the
 AJ9023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9023.degrees latitude (g = 980.6199 gals.).
 AJ9023
 AJ9023.The modeled gravity was interpolated from observed gravity values.
 AJ9023
 AJ9023;                    North         East    Units  Estimated Accuracy
 AJ9023;SPC TX N     - 1,090,020.      113,870.      MT  (+/- 180 meters Scaled)
 AJ9023
 AJ9023                          SUPERSEDED SURVEY CONTROL
 AJ9023
 AJ9023.No superseded survey control is available for this station.
 AJ9023
 AJ9023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU340547(NAD 83)
 AJ9023_MARKER: F = FLANGE-ENCASED ROD
 AJ9023_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ9023_STAMPING: T 1520 2002
 AJ9023_MARK LOGO: NGS   
 AJ9023_PROJECTION: RECESSED 0 CENTIMETERS
 AJ9023_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ9023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9023+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 AJ9023_ROD/PIPE-DEPTH: 6.4  meters
 AJ9023_SLEEVE-DEPTH  : 0.9 meters
 AJ9023
 AJ9023  HISTORY     - Date     Condition        Report By
 AJ9023  HISTORY     - 20020320 MONUMENTED       NGS
 AJ9023
 AJ9023                          STATION DESCRIPTION
 AJ9023
 AJ9023'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ9023'0.8 KM SOUTHWESTERLY  ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION OF
 AJ9023'U.S. HIGHWAY 385 IN
 AJ9023'HEREFORD,  THENCE 2.6 KM WESTERLY ALONG FARM ROAD 2856,  AT THE
 AJ9023'SOUHTHEAST CORNER OF
 AJ9023'AN ENTRANCE ROAD LEADING TO THE HOLLY SUGAR CORPORATION, 25.2 M EAST
 AJ9023'OF THE CENTER OF
 AJ9023'ENTRANCE ROAD, 15.8 M SOUTH OF THE CENTERLINE OF THE ROAD, 1.6 M WEST
 AJ9023'OF THE SOUTHWEST
 AJ9023'CORNER OF A CONCRETE TELEPHONE JUNCTION BOX, AND 0.30 M NORTH OF A
 AJ9023'WITNESS POST AND
 AJ9023'CHAIN-LINK FENCE.   NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AJ9023'5-INCH LOGO CAP.  THE
 AJ9023'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AJ9023'MARK IS ON THE
 AJ9023'HIGHWAY RIGHT-OF-WAY.
 AJ9023' 
 AJ9023' 
 AJ9023' 
 AJ9023'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0511 ***********************************************************************
 DM0511  DESIGNATION -  T 153
 DM0511  PID         -  DM0511
 DM0511  STATE/COUNTY-  TX/HUNT
 DM0511  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM0511
 DM0511                         *CURRENT SURVEY CONTROL
 DM0511  ___________________________________________________________________
 DM0511* NAD 83(1986)-  33 12 54.     (N)    095 58 16.     (W)     SCALED    
 DM0511* NAVD 88     -       160.622  (meters)     526.97   (feet)  ADJUSTED  
 DM0511  ___________________________________________________________________
 DM0511  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DM0511  DYNAMIC HT  -         160.448 (meters)     526.40  (feet)  COMP
 DM0511  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 DM0511
 DM0511  VERT ORDER  -  SECOND    CLASS 0
 DM0511
 DM0511.The horizontal coordinates were scaled from a topographic map and have
 DM0511.an estimated accuracy of +/- 6 seconds.
 DM0511
 DM0511.The orthometric height was determined by differential leveling
 DM0511.and adjusted by the National Geodetic Survey in June 1991..
 DM0511
 DM0511.The geoid height was determined by GEOID03.
 DM0511
 DM0511.The dynamic height is computed by dividing the NAVD 88
 DM0511.geopotential number by the normal gravity value computed on the
 DM0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0511.degrees latitude (g = 980.6199 gals.).
 DM0511
 DM0511.The modeled gravity was interpolated from observed gravity values.
 DM0511
 DM0511;                    North         East    Units  Estimated Accuracy
 DM0511;SPC TXNC     - 2,174,530.      835,710.      MT  (+/- 180 meters Scaled)
 DM0511
 DM0511                          SUPERSEDED SURVEY CONTROL
 DM0511
 DM0511  NGVD 29 (??/??/92)  160.608  (m)          526.93   (f) ADJ UNCH    2 0
 DM0511
 DM0511.Superseded values are not recommended for survey control.
 DM0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0511.See file dsdata.txt to determine how the superseded data were derived.
 DM0511
 DM0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS230790(NAD 83)
 DM0511_MARKER: DB = BENCH MARK DISK
 DM0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0511_STAMPING: T 153 1933
 DM0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0511+STABILITY: SURFACE MOTION
 DM0511
 DM0511  HISTORY     - Date     Condition        Report By
 DM0511  HISTORY     - 1933     MONUMENTED       CGS
 DM0511  HISTORY     - 1935     GOOD             NGS
 DM0511  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DM0511
 DM0511                          STATION DESCRIPTION
 DM0511
 DM0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0511'5.2 MI SW FROM COMMERCE.
 DM0511'5.2 MILES SOUTHWEST OF, ALONG ST. L.S.W. RY.  CONCRETE POST, AT GRANBY
 DM0511'SIDING, MILE 542 PLUS 6 POLES, 130 FEET EAST OF SOUTHWESTERLY SWITCH,
 DM0511'50 FEET SOUTHEAST OF LANE CROSSING, 45 FEET SOUTHEAST OF MAIN TRACK
 DM0511'CENTER-LINE, 8 FEET NORTH OF NORTHEAST END OF GATE.  TABLET ON TOP OF
 DM0511'CONCRETE POST.
 DM0511
 DM0511                          STATION RECOVERY (1935)
 DM0511
 DM0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0511'RECOVERED IN GOOD CONDITION.
 DM0511
 DM0511                          STATION RECOVERY (1994)
 DM0511
 DM0511'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0573 ***********************************************************************
 DM0573  DESIGNATION -  T 154
 DM0573  PID         -  DM0573
 DM0573  STATE/COUNTY-  TX/LAMAR
 DM0573  USGS QUAD   -  PARIS (1984)
 DM0573
 DM0573                         *CURRENT SURVEY CONTROL
 DM0573  ___________________________________________________________________
 DM0573* NAD 83(1986)-  33 43 07.     (N)    095 33 13.     (W)     SCALED    
 DM0573* NAVD 88     -       150.325  (meters)     493.19   (feet)  ADJUSTED  
 DM0573  ___________________________________________________________________
 DM0573  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DM0573  DYNAMIC HT  -         150.167 (meters)     492.67  (feet)  COMP
 DM0573  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 DM0573
 DM0573  VERT ORDER  -  SECOND    CLASS 0
 DM0573
 DM0573.The horizontal coordinates were scaled from a topographic map and have
 DM0573.an estimated accuracy of +/- 6 seconds.
 DM0573
 DM0573.The orthometric height was determined by differential leveling
 DM0573.and adjusted by the National Geodetic Survey in June 1991..
 DM0573
 DM0573.The geoid height was determined by GEOID03.
 DM0573
 DM0573.The dynamic height is computed by dividing the NAVD 88
 DM0573.geopotential number by the normal gravity value computed on the
 DM0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0573.degrees latitude (g = 980.6199 gals.).
 DM0573
 DM0573.The modeled gravity was interpolated from observed gravity values.
 DM0573
 DM0573;                    North         East    Units  Estimated Accuracy
 DM0573;SPC TXNC     - 2,231,380.      873,040.      MT  (+/- 180 meters Scaled)
 DM0573
 DM0573                          SUPERSEDED SURVEY CONTROL
 DM0573
 DM0573  NGVD 29 (??/??/92)  150.298  (m)          493.10   (f) ADJ UNCH    2 0
 DM0573
 DM0573.Superseded values are not recommended for survey control.
 DM0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0573.See file dsdata.txt to determine how the superseded data were derived.
 DM0573
 DM0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT633338(NAD 83)
 DM0573_MARKER: DB = BENCH MARK DISK
 DM0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0573_STAMPING: T 154 1933
 DM0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0573+STABILITY: SURFACE MOTION
 DM0573
 DM0573  HISTORY     - Date     Condition        Report By
 DM0573  HISTORY     - 1933     MONUMENTED       CGS
 DM0573  HISTORY     - 1952     GOOD             NGS
 DM0573  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0573
 DM0573                          STATION DESCRIPTION
 DM0573
 DM0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0573'6.0 MI N FROM PARIS.
 DM0573'6.0 MILES NORTH OF, ALONG ST. LOUIS-SAN FRANCISCO RAILWAY.  BETWEEN
 DM0573'1ST AND 2ND TELEGRAPH POSTS NORTH OF MILEPOST 580.  60 FEET SOUTH OF
 DM0573'CROOKS LAKE DIRT ROAD CROSSING TRACK 0.3 MILES WEST OF STATE HIGHWAY
 DM0573'NO. 24.  4.5 FEET INSIDE OF R.R. RIGHT OF WAY FENCE.  45 FEET EAST OF
 DM0573'TRACK C.L.  TABLET IN TOP OF CONCRETE POST.  NOTE-- THE MILEPOST
 DM0573'SHOULD BE MP 579+33 INSTEAD OF 580.
 DM0573
 DM0573                          STATION RECOVERY (1952)
 DM0573
 DM0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DM0573'RECOVERED IN GOOD CONDITION.
 DM0573
 DM0573                          STATION RECOVERY (1995)
 DM0573
 DM0573'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0455 ***********************************************************************
 DM0455  DESIGNATION -  T 155
 DM0455  PID         -  DM0455
 DM0455  STATE/COUNTY-  TX/RED RIVER
 DM0455  USGS QUAD   -  BOGATA (1964)
 DM0455
 DM0455                         *CURRENT SURVEY CONTROL
 DM0455  ___________________________________________________________________
 DM0455* NAD 83(1986)-  33 23 43.     (N)    095 08 45.     (W)     SCALED    
 DM0455* NAVD 88     -        99.440  (meters)     326.25   (feet)  ADJUSTED  
 DM0455  ___________________________________________________________________
 DM0455  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0455  DYNAMIC HT  -          99.334 (meters)     325.90  (feet)  COMP
 DM0455  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 DM0455
 DM0455  VERT ORDER  -  SECOND    CLASS 0
 DM0455
 DM0455.The horizontal coordinates were scaled from a topographic map and have
 DM0455.an estimated accuracy of +/- 6 seconds.
 DM0455
 DM0455.The orthometric height was determined by differential leveling
 DM0455.and adjusted by the National Geodetic Survey in June 1991..
 DM0455
 DM0455.The geoid height was determined by GEOID03.
 DM0455
 DM0455.The dynamic height is computed by dividing the NAVD 88
 DM0455.geopotential number by the normal gravity value computed on the
 DM0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0455.degrees latitude (g = 980.6199 gals.).
 DM0455
 DM0455.The modeled gravity was interpolated from observed gravity values.
 DM0455
 DM0455;                    North         East    Units  Estimated Accuracy
 DM0455;SPC TXNC     - 2,196,670.      911,970.      MT  (+/- 180 meters Scaled)
 DM0455
 DM0455                          SUPERSEDED SURVEY CONTROL
 DM0455
 DM0455  NGVD 29 (??/??/92)   99.445  (m)          326.26   (f) ADJ UNCH    2 0
 DM0455
 DM0455.Superseded values are not recommended for survey control.
 DM0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0455.See file dsdata.txt to determine how the superseded data were derived.
 DM0455
 DM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS004971(NAD 83)
 DM0455_MARKER: DB = BENCH MARK DISK
 DM0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0455_STAMPING: T 155 1933
 DM0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0455+STABILITY: SURFACE MOTION
 DM0455
 DM0455  HISTORY     - Date     Condition        Report By
 DM0455  HISTORY     - 1933     MONUMENTED       CGS
 DM0455  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0455
 DM0455                          STATION DESCRIPTION
 DM0455
 DM0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0455'6.7 MI SE FROM BOGATA.
 DM0455'6.7 MILES SOUTH EAST OF, ALONG PARIS AND MT. PLEASANT RY.  11
 DM0455'TELEGRAPH POSTS WEST OF TRENT LAKE BRIDGE OF STATE HIGHWAY NO. 49. 40
 DM0455'FEET SOUTH OF HIGHWAY C.L.  48 FEET NORTH OF TRACK C.L.  IN RAILROAD
 DM0455'RIGHT-OF-WAY JUST EAST OF DIRT ROAD.  TABLET SET IN TOP OF CONCRETE
 DM0455'POST.  NOTE-- SOME HIGHWAY WORK HAS BEEN DONE IN THE VICINITY, MAY
 DM0455'HAVE BEEN COVERED UP.
 DM0455
 DM0455                          STATION RECOVERY (1964)
 DM0455
 DM0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0285 ***********************************************************************
 DM0285  DESIGNATION -  T 156
 DM0285  PID         -  DM0285
 DM0285  STATE/COUNTY-  TX/TITUS
 DM0285  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0285
 DM0285                         *CURRENT SURVEY CONTROL
 DM0285  ___________________________________________________________________
 DM0285* NAD 83(1986)-  33 10 06.     (N)    094 56 21.     (W)     SCALED    
 DM0285* NAVD 88     -       100.858  (meters)     330.90   (feet)  ADJUSTED  
 DM0285  ___________________________________________________________________
 DM0285  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DM0285  DYNAMIC HT  -         100.747 (meters)     330.53  (feet)  COMP
 DM0285  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 DM0285
 DM0285  VERT ORDER  -  SECOND    CLASS 0
 DM0285
 DM0285.The horizontal coordinates were scaled from a topographic map and have
 DM0285.an estimated accuracy of +/- 6 seconds.
 DM0285
 DM0285.The orthometric height was determined by differential leveling
 DM0285.and adjusted by the National Geodetic Survey in June 1991..
 DM0285
 DM0285.The geoid height was determined by GEOID03.
 DM0285
 DM0285.The dynamic height is computed by dividing the NAVD 88
 DM0285.geopotential number by the normal gravity value computed on the
 DM0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0285.degrees latitude (g = 980.6199 gals.).
 DM0285
 DM0285.The modeled gravity was interpolated from observed gravity values.
 DM0285
 DM0285;                    North         East    Units  Estimated Accuracy
 DM0285;SPC TXNC     - 2,172,150.      932,030.      MT  (+/- 180 meters Scaled)
 DM0285
 DM0285                          SUPERSEDED SURVEY CONTROL
 DM0285
 DM0285  NGVD 29 (??/??/92)  100.866  (m)          330.92   (f) ADJ UNCH    2 0
 DM0285
 DM0285.Superseded values are not recommended for survey control.
 DM0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0285.See file dsdata.txt to determine how the superseded data were derived.
 DM0285
 DM0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS191716(NAD 83)
 DM0285_MARKER: DB = BENCH MARK DISK
 DM0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0285_STAMPING: T 156 1933
 DM0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0285+STABILITY: SURFACE MOTION
 DM0285
 DM0285  HISTORY     - Date     Condition        Report By
 DM0285  HISTORY     - 1933     MONUMENTED       CGS
 DM0285  HISTORY     - 1965     MARK NOT FOUND   USGS
 DM0285
 DM0285                          STATION DESCRIPTION
 DM0285
 DM0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0285'2.2 MI E FROM MT PLEASANT.
 DM0285'2.2 MILES EAST OF, ALONG ST.L.S.W.RY.  CONCRETE POST, MILEPOST 477
 DM0285'PLUS 22 POLE INTERVALS, 100 FEET NORTHWEST OF RAILROAD TRESTLE NO.
 DM0285'154, 0.4 MILE WEST OF PURTLE CREEK, 60 FEET NORTH OF RAILROAD
 DM0285'CENTER-LINE.  TABLET ON TOP OF CONCRETE POST.
 DM0285
 DM0285                          STATION RECOVERY (1965)
 DM0285
 DM0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DM0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0046 ***********************************************************************
 CR0046  DESIGNATION -  T 158
 CR0046  PID         -  CR0046
 CR0046  STATE/COUNTY-  TX/CASS
 CR0046  USGS QUAD   -  KILDARE (1962)
 CR0046
 CR0046                         *CURRENT SURVEY CONTROL
 CR0046  ___________________________________________________________________
 CR0046* NAD 83(1986)-  32 58 03.     (N)    094 13 50.     (W)     SCALED    
 CR0046* NAVD 88     -        78.078  (meters)     256.16   (feet)  ADJUSTED  
 CR0046  ___________________________________________________________________
 CR0046  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CR0046  DYNAMIC HT  -          77.993 (meters)     255.88  (feet)  COMP
 CR0046  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 CR0046
 CR0046  VERT ORDER  -  SECOND    CLASS 0
 CR0046
 CR0046.The horizontal coordinates were scaled from a topographic map and have
 CR0046.an estimated accuracy of +/- 6 seconds.
 CR0046
 CR0046.The orthometric height was determined by differential leveling
 CR0046.and adjusted by the National Geodetic Survey in June 1991..
 CR0046
 CR0046.The geoid height was determined by GEOID03.
 CR0046
 CR0046.The dynamic height is computed by dividing the NAVD 88
 CR0046.geopotential number by the normal gravity value computed on the
 CR0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0046.degrees latitude (g = 980.6199 gals.).
 CR0046
 CR0046.The modeled gravity was interpolated from observed gravity values.
 CR0046
 CR0046;                    North         East    Units  Estimated Accuracy
 CR0046;SPC TXNC     - 2,152,360.      998,980.      MT  (+/- 180 meters Scaled)
 CR0046
 CR0046                          SUPERSEDED SURVEY CONTROL
 CR0046
 CR0046  NGVD 29 (??/??/92)   78.118  (m)          256.29   (f) ADJ UNCH    2 0
 CR0046
 CR0046.Superseded values are not recommended for survey control.
 CR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0046.See file dsdata.txt to determine how the superseded data were derived.
 CR0046
 CR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS850483(NAD 83)
 CR0046_MARKER: DB = BENCH MARK DISK
 CR0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0046_STAMPING: 256.292 T 158 1934
 CR0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0046+STABILITY: SURFACE MOTION
 CR0046
 CR0046  HISTORY     - Date     Condition        Report By
 CR0046  HISTORY     - 1934     MONUMENTED       CGS
 CR0046  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0046
 CR0046                          STATION DESCRIPTION
 CR0046
 CR0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0046'2.0 MI N FROM KILDARE.
 CR0046'ABOUT 2.0 MILES NORTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CR0046'STATION AT KILDARE, CASS COUNTY, BETWEEN THE THIRD AND FOURTH POLES
 CR0046'NORTH OF MILEPOST 35, ABOUT 45 FEET WEST OF THE CENTER LINE OF THE
 CR0046'TRACK, 7 FEET WEST OF A POLE, AND 2 FEET EAST OF THE RIGHT-OF-WAY
 CR0046'FENCE.  A STANDARD DISK, STAMPED 256.292 T 158 1934 AND SET IN THE TOP
 CR0046'OF A CONCRETE POST.
 CR0046
 CR0046                          STATION RECOVERY (1990)
 CR0046
 CR0046'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFA)
 CR0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0073 ***********************************************************************
 CR0073  DESIGNATION -  T 159
 CR0073  PID         -  CR0073
 CR0073  STATE/COUNTY-  TX/HARRISON
 CR0073  USGS QUAD   -  MARSHALL WEST (1978)
 CR0073
 CR0073                         *CURRENT SURVEY CONTROL
 CR0073  ___________________________________________________________________
 CR0073* NAD 83(1986)-  32 30 28.     (N)    094 27 11.     (W)     SCALED    
 CR0073* NAVD 88     -        87.305  (meters)     286.43   (feet)  ADJUSTED  
 CR0073  ___________________________________________________________________
 CR0073  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0073  DYNAMIC HT  -          87.205 (meters)     286.11  (feet)  COMP
 CR0073  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CR0073
 CR0073  VERT ORDER  -  SECOND    CLASS 0
 CR0073
 CR0073.The horizontal coordinates were scaled from a topographic map and have
 CR0073.an estimated accuracy of +/- 6 seconds.
 CR0073
 CR0073.The orthometric height was determined by differential leveling
 CR0073.and adjusted by the National Geodetic Survey in June 1991..
 CR0073
 CR0073.The geoid height was determined by GEOID03.
 CR0073
 CR0073.The dynamic height is computed by dividing the NAVD 88
 CR0073.geopotential number by the normal gravity value computed on the
 CR0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0073.degrees latitude (g = 980.6199 gals.).
 CR0073
 CR0073.The modeled gravity was interpolated from observed gravity values.
 CR0073
 CR0073;                    North         East    Units  Estimated Accuracy
 CR0073;SPC TXNC     - 2,100,600.      980,160.      MT  (+/- 180 meters Scaled)
 CR0073
 CR0073                          SUPERSEDED SURVEY CONTROL
 CR0073
 CR0073  NGVD 29 (??/??/92)   87.344  (m)          286.56   (f) ADJ UNCH    2 0
 CR0073
 CR0073.Superseded values are not recommended for survey control.
 CR0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0073.See file dsdata.txt to determine how the superseded data were derived.
 CR0073
 CR0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR635976(NAD 83)
 CR0073_MARKER: DB = BENCH MARK DISK
 CR0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0073_STAMPING: T 159 1934
 CR0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0073+STABILITY: SURFACE MOTION
 CR0073
 CR0073  HISTORY     - Date     Condition        Report By
 CR0073  HISTORY     - 1934     MONUMENTED       CGS
 CR0073  HISTORY     - 1972     GOOD             LOCENG
 CR0073  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0073
 CR0073                          STATION DESCRIPTION
 CR0073
 CR0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0073'6.3 MI W FROM MARSHALL.
 CR0073'6.3 MILES WEST OF, ALONG TEXAS AND PACIFIC R.R. COLD WATER CROSSING. 2
 CR0073'TELEGRAPH POSTS EAST OF MILEPOST 73.  IN NORTHEAST CORNER OF CROSSING
 CR0073'JUST NORTH OF BRIDGE 73.0.  33 YARDS EAST OF ROAD C.L.  45 FEET NORTH
 CR0073'OF TRACK C.L.  4 FEET SOUTH EAST OF FENCE CORNER, IN RAILROAD RIGHT OF
 CR0073'WAY.  TABLET SET IN TOP OF CONCRETE POST.
 CR0073
 CR0073                          STATION RECOVERY (1972)
 CR0073
 CR0073'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CR0073'RECOVERED IN GOOD CONDITION.
 CR0073
 CR0073                          STATION RECOVERY (1990)
 CR0073
 CR0073'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFA)
 CR0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0364 ***********************************************************************
 CC0364  DESIGNATION -  T 16
 CC0364  PID         -  CC0364
 CC0364  STATE/COUNTY-  TX/REEVES
 CC0364  USGS QUAD   -  GOZAR (1970)
 CC0364
 CC0364                         *CURRENT SURVEY CONTROL
 CC0364  ___________________________________________________________________
 CC0364* NAD 83(1986)-  31 14 56.     (N)    103 52 53.     (W)     SCALED    
 CC0364* NAVD 88     -       956.055  (meters)    3136.66   (feet)  ADJUSTED  
 CC0364  ___________________________________________________________________
 CC0364  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 CC0364  DYNAMIC HT  -         954.639 (meters)    3132.01  (feet)  COMP
 CC0364  MODELED GRAV-     979,126.7   (mgal)                       NAVD 88
 CC0364
 CC0364  VERT ORDER  -  FIRST     CLASS II
 CC0364
 CC0364.The horizontal coordinates were scaled from a topographic map and have
 CC0364.an estimated accuracy of +/- 6 seconds.
 CC0364
 CC0364.The orthometric height was determined by differential leveling
 CC0364.and adjusted by the National Geodetic Survey in June 1991..
 CC0364
 CC0364.The geoid height was determined by GEOID03.
 CC0364
 CC0364.The dynamic height is computed by dividing the NAVD 88
 CC0364.geopotential number by the normal gravity value computed on the
 CC0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0364.degrees latitude (g = 980.6199 gals.).
 CC0364
 CC0364.The modeled gravity was interpolated from observed gravity values.
 CC0364
 CC0364;                    North         East    Units  Estimated Accuracy
 CC0364;SPC TX C     - 3,180,790.      362,120.      MT  (+/- 180 meters Scaled)
 CC0364
 CC0364                          SUPERSEDED SURVEY CONTROL
 CC0364
 CC0364  NGVD 29 (??/??/92)  955.687  (m)         3135.45   (f) ADJ UNCH    1 2
 CC0364
 CC0364.Superseded values are not recommended for survey control.
 CC0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0364.See file dsdata.txt to determine how the superseded data were derived.
 CC0364
 CC0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ065577(NAD 83)
 CC0364_MARKER: P = PIPE CAP
 CC0364_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0364_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0364_STAMPING: T 16 ELEV 3135.450 FT
 CC0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0364
 CC0364  HISTORY     - Date     Condition        Report By
 CC0364  HISTORY     - UNK      MONUMENTED       CGS
 CC0364  HISTORY     - 1956     GOOD             NGS
 CC0364
 CC0364                          STATION DESCRIPTION
 CC0364
 CC0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0364'3.5 MI NE FROM GOZAR.
 CC0364'3.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0364'STATION SIGN AT GOZAR, 43.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10.3
 CC0364'FEET SOUTHWEST OF MILEPOST 673, 4.6 FEET NORTHWEST OF A FENCE, 1.4
 CC0364'FEET NORTHEAST OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH
 CC0364'IRON PIPE WHICH PROJECTS 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0179 ***********************************************************************
 CR0179  DESIGNATION -  T 160
 CR0179  PID         -  CR0179
 CR0179  STATE/COUNTY-  TX/RUSK
 CR0179  USGS QUAD   -  KILGORE SW (1971)
 CR0179
 CR0179                         *CURRENT SURVEY CONTROL
 CR0179  ___________________________________________________________________
 CR0179* NAD 83(1986)-  32 19 07.     (N)    094 57 21.     (W)     SCALED    
 CR0179* NAVD 88     -       114.913  (meters)     377.01   (feet)  ADJUSTED  
 CR0179  ___________________________________________________________________
 CR0179  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0179  DYNAMIC HT  -         114.779 (meters)     376.57  (feet)  COMP
 CR0179  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 CR0179
 CR0179  VERT ORDER  -  SECOND    CLASS 0
 CR0179
 CR0179.The horizontal coordinates were scaled from a topographic map and have
 CR0179.an estimated accuracy of +/- 6 seconds.
 CR0179
 CR0179.The orthometric height was determined by differential leveling
 CR0179.and adjusted by the National Geodetic Survey in June 1991..
 CR0179
 CR0179.The geoid height was determined by GEOID03.
 CR0179
 CR0179.The dynamic height is computed by dividing the NAVD 88
 CR0179.geopotential number by the normal gravity value computed on the
 CR0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0179.degrees latitude (g = 980.6199 gals.).
 CR0179
 CR0179.The modeled gravity was interpolated from observed gravity values.
 CR0179
 CR0179;                    North         East    Units  Estimated Accuracy
 CR0179;SPC TXNC     - 2,077,920.      933,660.      MT  (+/- 180 meters Scaled)
 CR0179
 CR0179                          SUPERSEDED SURVEY CONTROL
 CR0179
 CR0179  NGVD 29 (??/??/92)  114.936  (m)          377.09   (f) ADJ UNCH    2 0
 CR0179
 CR0179.Superseded values are not recommended for survey control.
 CR0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0179.See file dsdata.txt to determine how the superseded data were derived.
 CR0179
 CR0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR158774(NAD 83)
 CR0179_MARKER: DB = BENCH MARK DISK
 CR0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0179_STAMPING: T-160 1934
 CR0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0179+STABILITY: SURFACE MOTION
 CR0179
 CR0179  HISTORY     - Date     Condition        Report By
 CR0179  HISTORY     - 1934     MONUMENTED       CGS
 CR0179  HISTORY     - 1971     MARK NOT FOUND   USGS
 CR0179  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0179
 CR0179                          STATION DESCRIPTION
 CR0179
 CR0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0179'16.8 MI NE FROM TROUP.
 CR0179'16.8 MILES NORTHEAST OF, ALONG I. AND G.N.R.R.  600 FEET NORTHEAST OF
 CR0179'LIGHT SIGNAL MARKED 621, 42 FEET NORTHWEST OF TRACK, 55 FEET SOUTHEAST
 CR0179'OF FARM ROAD PARALLELING TRACKS, AND 45 FEET SOUTHEAST OF RIGHT OF WAY
 CR0179'FENCE.  TABLET SET IN A PRECAST POST STAMPED, T-160, 1934. NOTE-- RR
 CR0179'CONSTR. IN AREA.
 CR0179
 CR0179                          STATION RECOVERY (1971)
 CR0179
 CR0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CR0179'MARK NOT FOUND.
 CR0179
 CR0179                          STATION RECOVERY (2004)
 CR0179
 CR0179'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1223 ***********************************************************************
 BY1223  DESIGNATION -  T 161
 BY1223  PID         -  BY1223
 BY1223  STATE/COUNTY-  TX/NACOGDOCHES
 BY1223  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1223
 BY1223                         *CURRENT SURVEY CONTROL
 BY1223  ___________________________________________________________________
 BY1223* NAD 83(1986)-  31 30 47.     (N)    094 40 36.     (W)     SCALED    
 BY1223* NAVD 88     -        71.40   (+/-2cm)     234.3    (feet)  VERTCON   
 BY1223  ___________________________________________________________________
 BY1223  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1223
 BY1223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1223
 BY1223.The horizontal coordinates were scaled from a topographic map and have
 BY1223.an estimated accuracy of +/- 6 seconds.
 BY1223
 BY1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1223.The vertical order pertains to the NGVD 29 superseded value.
 BY1223
 BY1223.The geoid height was determined by GEOID03.
 BY1223
 BY1223;                    North         East    Units  Estimated Accuracy
 BY1223;SPC TX C     - 3,218,340.    1,237,050.      MT  (+/- 180 meters Scaled)
 BY1223
 BY1223                          SUPERSEDED SURVEY CONTROL
 BY1223
 BY1223  NGVD 29 (??/??/92)   71.484  (m)          234.53   (f) ADJ UNCH    2 0
 BY1223
 BY1223.Superseded values are not recommended for survey control.
 BY1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1223.See file dsdata.txt to determine how the superseded data were derived.
 BY1223
 BY1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ407876(NAD 83)
 BY1223_MARKER: DB = BENCH MARK DISK
 BY1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1223_STAMPING: T 161 1934
 BY1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1223+STABILITY: SURFACE MOTION
 BY1223
 BY1223  HISTORY     - Date     Condition        Report By
 BY1223  HISTORY     - 1934     MONUMENTED       CGS
 BY1223  HISTORY     - 1949     GOOD             NGS
 BY1223  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1223
 BY1223                          STATION DESCRIPTION
 BY1223
 BY1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1223'6.7 MI S FROM NACOGDOCHES.
 BY1223'6.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1223'STATION AT NACOGDOCHES, 0.35 MILE SOUTH OF MILEPOST 132, 119.0 FEET
 BY1223'SOUTH OF THE CENTER OF A ROAD CROSSING, 40.0 FEET SOUTHEAST OF THE
 BY1223'SOUTHEAST RAIL OF THE TRACK, 21.0 FEET NORTHWEST OF THE CENTER LINE OF
 BY1223'A ROAD PARALLELING THE RAILWAY, 33.2 FEET NORTHEAST OF A TELEPHONE
 BY1223'POLE (SECOND POLE SOUTHWEST OF THE CROSSING IN THE MOST SOUTHEASTERLY
 BY1223'ROW OF POLES), 2.0 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE
 BY1223'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1223
 BY1223                          STATION RECOVERY (1998)
 BY1223
 BY1223'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0518 ***********************************************************************
 CR0518  DESIGNATION -  T 162
 CR0518  PID         -  CR0518
 CR0518  STATE/COUNTY-  TX/HENDERSON
 CR0518  USGS QUAD   -  LEAGUEVILLE (1984)
 CR0518
 CR0518                         *CURRENT SURVEY CONTROL
 CR0518  ___________________________________________________________________
 CR0518* NAD 83(1986)-  32 08 30.     (N)    095 41 39.     (W)     SCALED    
 CR0518* NAVD 88     -       160.787  (meters)     527.52   (feet)  ADJUSTED  
 CR0518  ___________________________________________________________________
 CR0518  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CR0518  DYNAMIC HT  -         160.598 (meters)     526.90  (feet)  COMP
 CR0518  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 CR0518
 CR0518  VERT ORDER  -  SECOND    CLASS 0
 CR0518
 CR0518.The horizontal coordinates were scaled from a topographic map and have
 CR0518.an estimated accuracy of +/- 6 seconds.
 CR0518
 CR0518.The orthometric height was determined by differential leveling
 CR0518.and adjusted by the National Geodetic Survey in June 1991..
 CR0518
 CR0518.The geoid height was determined by GEOID03.
 CR0518
 CR0518.The dynamic height is computed by dividing the NAVD 88
 CR0518.geopotential number by the normal gravity value computed on the
 CR0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0518.degrees latitude (g = 980.6199 gals.).
 CR0518
 CR0518.The modeled gravity was interpolated from observed gravity values.
 CR0518
 CR0518;                    North         East    Units  Estimated Accuracy
 CR0518;SPC TXNC     - 2,056,210.      864,690.      MT  (+/- 180 meters Scaled)
 CR0518
 CR0518                          SUPERSEDED SURVEY CONTROL
 CR0518
 CR0518  NGVD 29 (??/??/92)  160.798  (m)          527.55   (f) ADJ UNCH    2 0
 CR0518
 CR0518.Superseded values are not recommended for survey control.
 CR0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0518.See file dsdata.txt to determine how the superseded data were derived.
 CR0518
 CR0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR458593(NAD 83)
 CR0518_MARKER: DB = BENCH MARK DISK
 CR0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0518_STAMPING: T-162 1934
 CR0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0518+STABILITY: SURFACE MOTION
 CR0518
 CR0518  HISTORY     - Date     Condition        Report By
 CR0518  HISTORY     - 1934     MONUMENTED       CGS
 CR0518
 CR0518                          STATION DESCRIPTION
 CR0518
 CR0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0518'11.1 MI SE FROM ATHENS.
 CR0518'11.1 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  675 FEET SOUTHEAST OF
 CR0518'MILE POLE 232, 45 FEET SOUTHWEST OF TRACK, 27 FEET NORTHWEST OF ROAD
 CR0518'CROSSING R.R. TRACKS AND 6 FEET NORTHWEST OF CORNER POST OF THE RIGHT
 CR0518'OF WAY FENCE AND FENCE RUNNING TO CATTLE GUARD 231 D. TABLET SET IN
 CR0518'PRECASTED POST STAMPED, T-162, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0533 ***********************************************************************
 BL0533  DESIGNATION -  T 163
 BL0533  PID         -  BL0533
 BL0533  STATE/COUNTY-  TX/POLK
 BL0533  USGS QUAD   -  CORRIGAN (1984)
 BL0533
 BL0533                         *CURRENT SURVEY CONTROL
 BL0533  ___________________________________________________________________
 BL0533* NAD 83(1986)-  30 54 07.     (N)    094 51 28.     (W)     SCALED    
 BL0533* NAVD 88     -        78.95   (+/-2cm)     259.0    (feet)  VERTCON   
 BL0533  ___________________________________________________________________
 BL0533  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0533
 BL0533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0533
 BL0533.The horizontal coordinates were scaled from a topographic map and have
 BL0533.an estimated accuracy of +/- 6 seconds.
 BL0533
 BL0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0533.The vertical order pertains to the NGVD 29 superseded value.
 BL0533
 BL0533.The geoid height was determined by GEOID03.
 BL0533
 BL0533;                    North         East    Units  Estimated Accuracy
 BL0533;SPC TX C     - 3,149,820.    1,223,200.      MT  (+/- 180 meters Scaled)
 BL0533
 BL0533                          SUPERSEDED SURVEY CONTROL
 BL0533
 BL0533  NGVD 29 (??/??/92)   78.960  (m)          259.05   (f) ADJ UNCH    2 0
 BL0533
 BL0533.Superseded values are not recommended for survey control.
 BL0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0533.See file dsdata.txt to determine how the superseded data were derived.
 BL0533
 BL0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ224202(NAD 83)
 BL0533_MARKER: DB = BENCH MARK DISK
 BL0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0533_STAMPING: T 163 1934
 BL0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0533+STABILITY: SURFACE MOTION
 BL0533
 BL0533  HISTORY     - Date     Condition        Report By
 BL0533  HISTORY     - 1934     MONUMENTED       CGS
 BL0533  HISTORY     - 1977     GOOD             USGS
 BL0533
 BL0533                          STATION DESCRIPTION
 BL0533
 BL0533'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BL0533'1.9 MI S FROM MOSCOW.
 BL0533'1.9 MI. S. ALONG THE SOUTHERN PACIFIC R.R. FROM THE OLD STATION SITE
 BL0533'AT MOSCOW.  AT MILEAGE 85.6, AT A CURVE.  76 FEET S.E. ALONG THE ROAD
 BL0533'FROM THE R.R. CROSSING AND 28 FEET N.E. OF CENTER LINE OF ROAD.  2
 BL0533'FEET N.W. OF R.R. R.O.W. FENCE.  A STANDARD DISK, STAMPED T 163 1934
 BL0533'AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0564 ***********************************************************************
 BL0564  DESIGNATION -  T 164
 BL0564  PID         -  BL0564
 BL0564  STATE/COUNTY-  TX/POLK
 BL0564  USGS QUAD   -  SODA (1984)
 BL0564
 BL0564                         *CURRENT SURVEY CONTROL
 BL0564  ___________________________________________________________________
 BL0564* NAD 83(1986)-  30 42 27.     (N)    094 51 55.     (W)     SCALED    
 BL0564* NAVD 88     -       105.46   (+/-2cm)     346.0    (feet)  VERTCON   
 BL0564  ___________________________________________________________________
 BL0564  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL0564
 BL0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0564
 BL0564.The horizontal coordinates were scaled from a topographic map and have
 BL0564.an estimated accuracy of +/- 6 seconds.
 BL0564
 BL0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0564.The vertical order pertains to the NGVD 29 superseded value.
 BL0564
 BL0564.The geoid height was determined by GEOID03.
 BL0564
 BL0564;                    North         East    Units  Estimated Accuracy
 BL0564;SPC TX C     - 3,128,250.    1,223,540.      MT  (+/- 180 meters Scaled)
 BL0564
 BL0564                          SUPERSEDED SURVEY CONTROL
 BL0564
 BL0564  NGVD 29 (??/??/92)  105.461  (m)          346.00   (f) ADJ UNCH    2 0
 BL0564
 BL0564.Superseded values are not recommended for survey control.
 BL0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0564.See file dsdata.txt to determine how the superseded data were derived.
 BL0564
 BL0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP213986(NAD 83)
 BL0564_MARKER: DB = BENCH MARK DISK
 BL0564_SETTING: 0 = UNSPECIFIED SETTING
 BL0564_STAMPING: 346.092 T 164 1934
 BL0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0564
 BL0564  HISTORY     - Date     Condition        Report By
 BL0564  HISTORY     - 1934     MONUMENTED       CGS
 BL0564  HISTORY     - 1977     GOOD             USGS
 BL0564
 BL0564                          STATION DESCRIPTION
 BL0564
 BL0564'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BL0564'4.0 MI E FROM LIVINGSTON.
 BL0564'4.0 MILES EAST ALONG U.S. HWY. 190 FROM THE JCT. OF U.S. HWY. 59.  AT
 BL0564'A ROAD JUNCTION SOUTH APPROX. 0.7 MI. WEST OF THE BEECH CREEK ASSEMBLY
 BL0564'OF GOD, AND 0.2 MI. EAST OF A ROAD LEADING TO THE TURNER CEM. 142 FEET
 BL0564'N.W. ALONG OLD ROAD SCAR. AND 32 FEET S.W. APPROX. 300 FEET S.W. OF
 BL0564'HWY. AT ROAD JCT. SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1324 ***********************************************************************
 BL1324  DESIGNATION -  T 166
 BL1324  PID         -  BL1324
 BL1324  STATE/COUNTY-  TX/LIBERTY
 BL1324  USGS QUAD   -  CLEVELAND (1997)
 BL1324
 BL1324                         *CURRENT SURVEY CONTROL
 BL1324  ___________________________________________________________________
 BL1324* NAD 83(1986)-  30 20 53.     (N)    095 05 06.     (W)     SCALED    
 BL1324* NAVD 88     -        48.20   (+/-2cm)     158.1    (feet)  VERTCON   
 BL1324  ___________________________________________________________________
 BL1324  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1324
 BL1324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1324
 BL1324.The horizontal coordinates were scaled from a topographic map and have
 BL1324.an estimated accuracy of +/- 6 seconds.
 BL1324
 BL1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1324.The vertical order pertains to the NGVD 29 superseded value.
 BL1324
 BL1324.The geoid height was determined by GEOID03.
 BL1324
 BL1324;                    North         East    Units  Estimated Accuracy
 BL1324;SPC TX C     - 3,087,440.    1,204,400.      MT  (+/- 180 meters Scaled)
 BL1324
 BL1324                          SUPERSEDED SURVEY CONTROL
 BL1324
 BL1324  NGVD 29 (??/??/92)   48.204  (m)          158.15   (f) ADJ UNCH    2 0
 BL1324
 BL1324.Superseded values are not recommended for survey control.
 BL1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1324.See file dsdata.txt to determine how the superseded data were derived.
 BL1324
 BL1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP995591(NAD 83)
 BL1324_MARKER: DB = BENCH MARK DISK
 BL1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1324_STAMPING: 158.287 T 166 1934
 BL1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1324+STABILITY: SURFACE MOTION
 BL1324
 BL1324  HISTORY     - Date     Condition        Report By
 BL1324  HISTORY     - 1934     MONUMENTED       CGS
 BL1324  HISTORY     - 1943     GOOD             NGS
 BL1324  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 BL1324  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 BL1324
 BL1324                          STATION DESCRIPTION
 BL1324
 BL1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BL1324'0.5 MI N FROM CLEVELAND.
 BL1324'0.5 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL1324'STATION AT CLEVELAND, LIBERTY COUNTY, 68 FEET NORTH OF THE JUNCTION OF
 BL1324'THE GULF, COLORADO AND SANTA FE RAILWAY, 60 FEET NORTHWEST OF THE G.C.
 BL1324'AND S.F. RY. STATION, 30 FEET NORTHWEST OF THE G.C. AND S.F. RY.
 BL1324'TRACK, AND 20 FEET EAST OF THE T. AND N.O.R.R. TRACK.  A STANDARD
 BL1324'DISK, STAMPED 158.287 T 166 1934 AND SET IN THE TOP OF A CONCRETE
 BL1324'POST.
 BL1324
 BL1324                          STATION RECOVERY (2004)
 BL1324
 BL1324'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1324'MARK NOT FOUND.
 BL1324
 BL1324                          STATION RECOVERY (2005)
 BL1324
 BL1324'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1324'TOO MANY CHANGES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0470 ***********************************************************************
 BL0470  DESIGNATION -  T 167
 BL0470  PID         -  BL0470
 BL0470  STATE/COUNTY-  TX/LIBERTY
 BL0470  USGS QUAD   -  DAISETTA (1984)
 BL0470
 BL0470                         *CURRENT SURVEY CONTROL
 BL0470  ___________________________________________________________________
 BL0470* NAD 83(1986)-  30 05 59.     (N)    094 44 58.     (W)     SCALED    
 BL0470* NAVD 88     -        21.48   (+/-2cm)      70.5    (feet)  VERTCON   
 BL0470  ___________________________________________________________________
 BL0470  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL0470
 BL0470  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0470
 BL0470.The horizontal coordinates were scaled from a topographic map and have
 BL0470.an estimated accuracy of +/- 6 seconds.
 BL0470
 BL0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0470.The vertical order pertains to the NGVD 29 superseded value.
 BL0470
 BL0470.The geoid height was determined by GEOID03.
 BL0470
 BL0470;                    North         East    Units  Estimated Accuracy
 BL0470;SPC TX C     - 3,061,510.    1,238,010.      MT  (+/- 180 meters Scaled)
 BL0470
 BL0470                          SUPERSEDED SURVEY CONTROL
 BL0470
 BL0470  NGVD 29 (??/??/92)   21.488  (m)           70.50   (f) ADJ UNCH    1 2
 BL0470
 BL0470.Superseded values are not recommended for survey control.
 BL0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0470.See file dsdata.txt to determine how the superseded data were derived.
 BL0470
 BL0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP314311(NAD 83)
 BL0470_MARKER: DB = BENCH MARK DISK
 BL0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0470_STAMPING: T 167 1934 70.630
 BL0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0470+STABILITY: SURFACE MOTION
 BL0470
 BL0470  HISTORY     - Date     Condition        Report By
 BL0470  HISTORY     - 1934     MONUMENTED       CGS
 BL0470  HISTORY     - 1954     GOOD             NGS
 BL0470  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL0470
 BL0470                          STATION DESCRIPTION
 BL0470
 BL0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0470'4.25 MI N FROM LIBERTY.
 BL0470'4.25 MILES NORTH ALONG STATE HIGHWAY 146 FROM THE TEXAS AND NEW
 BL0470'ORLEANS RAILROAD STATION AT LIBERTY, 44.4 FEET SOUTH OF A POWER POLE,
 BL0470'51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET WEST OF A 14
 BL0470'INCH PECAN TREE, 1 FOOT EAST OF A FENCE, 1 FOOT WEST OF A WITNESS
 BL0470'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BL0470'THE GROUND.
 BL0470
 BL0470                          STATION RECOVERY (2005)
 BL0470
 BL0470'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1624 ***********************************************************************
 AW1624  DESIGNATION -  T 169 RESET
 AW1624  PID         -  AW1624
 AW1624  STATE/COUNTY-  TX/GALVESTON
 AW1624  USGS QUAD   -  TEXAS CITY (1994)
 AW1624
 AW1624                         *CURRENT SURVEY CONTROL
 AW1624  ___________________________________________________________________
 AW1624* NAD 83(1986)-  29 25 00.     (N)    094 57 31.     (W)     SCALED    
 AW1624* NAVD 88     -         1.66   (+/-2cm)       5.4    (feet)  VERTCON   
 AW1624  ___________________________________________________________________
 AW1624  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW1624
 AW1624  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1624
 AW1624.The horizontal coordinates were scaled from a topographic map and have
 AW1624.an estimated accuracy of +/- 6 seconds.
 AW1624
 AW1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1624.The vertical order pertains to the NGVD 29 superseded value.
 AW1624
 AW1624.The geoid height was determined by GEOID03.
 AW1624
 AW1624;                    North         East    Units  Estimated Accuracy
 AW1624;SPC TXSC     - 4,182,250.      992,070.      MT  (+/- 180 meters Scaled)
 AW1624
 AW1624                          SUPERSEDED SURVEY CONTROL
 AW1624
 AW1624  NGVD 29 (??/??/??)    1.653  (m)            5.42   (f) ADJUSTED    1 2
 AW1624
 AW1624.Superseded values are not recommended for survey control.
 AW1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1624.See file dsdata.txt to determine how the superseded data were derived.
 AW1624
 AW1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN099557(NAD 83)
 AW1624_MARKER: DB = BENCH MARK DISK
 AW1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1624_STAMPING: T 169 RESET 1945
 AW1624_MARK LOGO: CGS   
 AW1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1624+STABILITY: SURFACE MOTION
 AW1624
 AW1624  HISTORY     - Date     Condition        Report By
 AW1624  HISTORY     - 1945     MONUMENTED       CGS
 AW1624  HISTORY     - 1973     GOOD             NGS
 AW1624  HISTORY     - 1978     GOOD             NGS
 AW1624  HISTORY     - 1983     GOOD             NGS
 AW1624  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1624  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1624
 AW1624                          STATION DESCRIPTION
 AW1624
 AW1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1624'5.15 MI NW FROM TEXAS CITY.
 AW1624'ABOUT 4.5 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW1624'CITY, THENCE 0.65 MILE NORTH ALONG STATE HWY. 146, ABOUT 50 FEET EAST
 AW1624'OF THE CENTER LINE OF THE HIGHWAY, 223 FEET NORTH OF A PIPE CORNER
 AW1624'POST IN A CHAIN LINK FENCE, SURROUNDING CUT-OFF VALVES OF A GAS LINE,
 AW1624'145 FEET EAST OF AND ACROSS FROM THE HIGHWAY FROM THE EAST RAIL OF THE
 AW1624'SOUTHERN PACIFIC RAILROAD, 36 FEET NORTH OF A POWER POLE, 1 FOOT WEST
 AW1624'OF A FENCE, ABOUT 2 FEET NORTH OF A WOODEN WITNESS POST, AND ABOUT
 AW1624'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AW1624'PROJECTING 6 INCHES.
 AW1624
 AW1624                          STATION RECOVERY (1978)
 AW1624
 AW1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1624'DELETE=223 FEET NORTH OF PIPE CORNER POST IN A CHAIN LINK FENCE
 AW1624'SURROUNDING CUT-OFF VALVES OF A GAS LINE, 1 FOOT WEST OF A FENCE.
 AW1624
 AW1624                          STATION RECOVERY (1983)
 AW1624
 AW1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1624'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1624'WHITNEY BUILDING.
 AW1624
 AW1624                          STATION RECOVERY (1987)
 AW1624
 AW1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1624'NOT RECOVERED, CONSIDER DESTROYED BY HIGHWAY CONSTRUCTION.
 AW1624
 AW1624                          STATION RECOVERY (1994)
 AW1624
 AW1624'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1362 ***********************************************************************
 AW1362  DESIGNATION -  T 171 RESET 1956
 AW1362  PID         -  AW1362
 AW1362  STATE/COUNTY-  TX/GALVESTON
 AW1362  USGS QUAD   -  CAPLEN (1994)
 AW1362
 AW1362                         *CURRENT SURVEY CONTROL
 AW1362  ___________________________________________________________________
 AW1362* NAD 83(1986)-  29 28 19.     (N)    094 36 00.     (W)     SCALED    
 AW1362* NAVD 88     -         2.08   (+/-2cm)       6.8    (feet)  VERTCON   
 AW1362  ___________________________________________________________________
 AW1362  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1362
 AW1362  VERT ORDER  -  THIRD (See Below)
 AW1362
 AW1362.The horizontal coordinates were scaled from a topographic map and have
 AW1362.an estimated accuracy of +/- 6 seconds.
 AW1362
 AW1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1362.The vertical order pertains to the NGVD 29 superseded value.
 AW1362
 AW1362.The geoid height was determined by GEOID03.
 AW1362
 AW1362;                    North         East    Units  Estimated Accuracy
 AW1362;SPC TXSC     - 4,189,630.    1,026,610.      MT  (+/- 180 meters Scaled)
 AW1362
 AW1362                          SUPERSEDED SURVEY CONTROL
 AW1362
 AW1362  NGVD 29 (??/??/??)    2.08   (m)            6.8    (f) RESET       3  
 AW1362
 AW1362.Superseded values are not recommended for survey control.
 AW1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1362.See file dsdata.txt to determine how the superseded data were derived.
 AW1362
 AW1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN448613(NAD 83)
 AW1362_MARKER: DB = BENCH MARK DISK
 AW1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1362_STAMPING: T 171 RESET 1956 6.624
 AW1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1362+STABILITY: SURFACE MOTION
 AW1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1362+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1362
 AW1362  HISTORY     - Date     Condition        Report By
 AW1362  HISTORY     - 1956     MONUMENTED       CGS
 AW1362  HISTORY     - 1958     GOOD             NGS
 AW1362  HISTORY     - 1977     GOOD             NGS
 AW1362  HISTORY     - 1978     GOOD             NGS
 AW1362  HISTORY     - 1990     GOOD             USPSQD
 AW1362  HISTORY     - 19990902 GOOD             USPSQD
 AW1362  HISTORY     - 20010514 GOOD             USPSQD
 AW1362  HISTORY     - 20020723 GOOD             USPSQD
 AW1362  HISTORY     - 20041023 GOOD             USPSQD
 AW1362
 AW1362                          STATION DESCRIPTION
 AW1362
 AW1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1362'7.45 MI SW FROM GILCHRIST.
 AW1362'ABOUT 7.45 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1362'AT GILCHRIST, 77 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 139
 AW1362'1/2 FEET NORTHWEST OF POWER POLE 175-332, 17 FEET NORTHWEST OF A
 AW1362'FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW1362'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW1362
 AW1362                          STATION RECOVERY (1977)
 AW1362
 AW1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1362'RECOVERED IN GOOD CONDITION.
 AW1362
 AW1362                          STATION RECOVERY (1978)
 AW1362
 AW1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1362'ADD=140 FEET NORTHWEST AND ACROSS HIGHWAY FROM POWER POLE NUMBER
 AW1362'175 300.
 AW1362
 AW1362                          STATION RECOVERY (1990)
 AW1362
 AW1362'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1362'RECOVERED IN GOOD CONDITION.
 AW1362
 AW1362                          STATION RECOVERY (1999)
 AW1362
 AW1362'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1362'RECOVERED IN GOOD CONDITION.
 AW1362
 AW1362                          STATION RECOVERY (2001)
 AW1362
 AW1362'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1362'RECOVERED IN GOOD CONDITION.
 AW1362
 AW1362                          STATION RECOVERY (2002)
 AW1362
 AW1362'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1362'RECOVERED IN GOOD CONDITION.
 AW1362
 AW1362                          STATION RECOVERY (2004)
 AW1362
 AW1362'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1362'LOCATED BETWEEN TIDELAND RD AND RAMADA BLVD ON S.H. 87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2842 ***********************************************************************
 AW2842  DESIGNATION -  T 173
 AW2842  PID         -  AW2842
 AW2842  STATE/COUNTY-  TX/CHAMBERS
 AW2842  USGS QUAD   -  COVE (1993)
 AW2842
 AW2842                         *CURRENT SURVEY CONTROL
 AW2842  ___________________________________________________________________
 AW2842* NAD 83(1986)-  29 49 54.     (N)    094 48 05.     (W)     SCALED    
 AW2842* NAVD 88     -         8.71   (+/-2cm)      28.6    (feet)  VERTCON   
 AW2842  ___________________________________________________________________
 AW2842  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW2842
 AW2842  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2842
 AW2842.The horizontal coordinates were scaled from a topographic map and have
 AW2842.an estimated accuracy of +/- 6 seconds.
 AW2842
 AW2842.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2842.The vertical order pertains to the NGVD 29 superseded value.
 AW2842
 AW2842.The geoid height was determined by GEOID03.
 AW2842
 AW2842;                    North         East    Units  Estimated Accuracy
 AW2842;SPC TXSC     - 4,228,750.    1,005,660.      MT  (+/- 180 meters Scaled)
 AW2842
 AW2842                          SUPERSEDED SURVEY CONTROL
 AW2842
 AW2842  NGVD 29 (??/??/92)    8.707  (m)           28.57   (f) ADJ UNCH    1 2
 AW2842
 AW2842.Superseded values are not recommended for survey control.
 AW2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2842.See file dsdata.txt to determine how the superseded data were derived.
 AW2842
 AW2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP259014(NAD 83)
 AW2842_MARKER: DB = BENCH MARK DISK
 AW2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2842_STAMPING: T 173 1936 28.448
 AW2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2842+STABILITY: SURFACE MOTION
 AW2842
 AW2842  HISTORY     - Date     Condition        Report By
 AW2842  HISTORY     - 1936     MONUMENTED       CGS
 AW2842  HISTORY     - 1959     GOOD             NGS
 AW2842  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2842  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2842  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2842  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2842  HISTORY     - 20031231 MARK NOT FOUND   USPSQD
 AW2842  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW2842
 AW2842                          STATION DESCRIPTION
 AW2842
 AW2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2842'0.15 MI NE FROM COVE.
 AW2842'ABOUT 0.15 MILE NORTHEAST OF THE STATE HIGHWAY OVERPASS AT COVE, 62
 AW2842'1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE TWO STORIED
 AW2842'HOUSE ON THE WEST BANK OF OLD LOST RIVER, 86 FEET NORTHEAST OF A
 AW2842'12-INCH PECAN TREE, 46 FEET SOUTH-SOUTHWEST OF A 12-INCH HACKBERRY
 AW2842'TREE, 31 FEET SOUTH OF A FENCE, AND IN THE TOP OF A CONCRETE POST
 AW2842'PROJECTING 5 INCHES.
 AW2842
 AW2842                          STATION RECOVERY (1973)
 AW2842
 AW2842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2842'MARK NOT FOUND.
 AW2842
 AW2842                          STATION RECOVERY (1990)
 AW2842
 AW2842'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2842'MARK NOT FOUND.
 AW2842
 AW2842                          STATION RECOVERY (1997)
 AW2842
 AW2842'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2842'MARK NOT FOUND.
 AW2842
 AW2842                          STATION RECOVERY (2001)
 AW2842
 AW2842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2842'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2842
 AW2842                          STATION RECOVERY (2003)
 AW2842
 AW2842'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2842'MARK NOT FOUND.
 AW2842
 AW2842                          STATION RECOVERY (2005)
 AW2842
 AW2842'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW2842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0718 ***********************************************************************
 AH0718  DESIGNATION -  T 175
 AH0718  PID         -  AH0718
 AH0718  STATE/COUNTY-  TX/SAN PATRICIO
 AH0718  USGS QUAD   -  ODEM (1975)
 AH0718
 AH0718                         *CURRENT SURVEY CONTROL
 AH0718  ___________________________________________________________________
 AH0718* NAD 83(1986)-  27 53 48.     (N)    097 37 13.     (W)     SCALED    
 AH0718* NAVD 88     -         3.906  (meters)      12.81   (feet)  ADJUSTED  
 AH0718  ___________________________________________________________________
 AH0718  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH0718  DYNAMIC HT  -           3.900 (meters)      12.80  (feet)  COMP
 AH0718  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 AH0718
 AH0718  VERT ORDER  -  FIRST     CLASS II
 AH0718
 AH0718.The horizontal coordinates were scaled from a topographic map and have
 AH0718.an estimated accuracy of +/- 6 seconds.
 AH0718
 AH0718.The orthometric height was determined by differential leveling
 AH0718.and adjusted by the National Geodetic Survey in June 1991..
 AH0718
 AH0718.The geoid height was determined by GEOID03.
 AH0718
 AH0718.The dynamic height is computed by dividing the NAVD 88
 AH0718.geopotential number by the normal gravity value computed on the
 AH0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0718.degrees latitude (g = 980.6199 gals.).
 AH0718
 AH0718.The modeled gravity was interpolated from observed gravity values.
 AH0718
 AH0718;                    North         East    Units  Estimated Accuracy
 AH0718;SPC TX S     - 5,247,380.      386,610.      MT  (+/- 180 meters Scaled)
 AH0718
 AH0718                          SUPERSEDED SURVEY CONTROL
 AH0718
 AH0718  NGVD 29 (??/??/92)    4.054  (m)           13.30   (f) ADJ UNCH    1 2
 AH0718
 AH0718.Superseded values are not recommended for survey control.
 AH0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0718.See file dsdata.txt to determine how the superseded data were derived.
 AH0718
 AH0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR357865(NAD 83)
 AH0718_MARKER: DB = BENCH MARK DISK
 AH0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0718_SP_SET: PIER
 AH0718_STAMPING: T 175 1950
 AH0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0718
 AH0718  HISTORY     - Date     Condition        Report By
 AH0718  HISTORY     - 1950     MONUMENTED       CGS
 AH0718  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0718  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0718
 AH0718                          STATION DESCRIPTION
 AH0718
 AH0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0718'1.9 MI N FROM CALALLEN.
 AH0718'1.9 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0718'FROM THE STATION AT CALALLEN, 38 FEET NORTHEAST OF MILEPOST 150, 3
 AH0718'FEET WEST OF THE WEST RAIL, 0.6 FOOT BELOW THE TOP OF THE RAILS, SET
 AH0718'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE PIER OF TRESTLE
 AH0718'150.0.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0718
 AH0718                          STATION RECOVERY (1968)
 AH0718
 AH0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0718'MARK NOT FOUND.
 AH0718
 AH0718                          STATION RECOVERY (1978)
 AH0718
 AH0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0718'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0036 ***********************************************************************
 AH0036  DESIGNATION -  T 176
 AH0036  PID         -  AH0036
 AH0036  STATE/COUNTY-  TX/NUECES
 AH0036  USGS QUAD   -  ANNAVILLE (1975)
 AH0036
 AH0036                         *CURRENT SURVEY CONTROL
 AH0036  ___________________________________________________________________
 AH0036* NAD 83(1986)-  27 50 14.     (N)    097 37 18.     (W)     SCALED    
 AH0036* NAVD 88     -        23.241  (meters)      76.25   (feet)  ADJUSTED  
 AH0036  ___________________________________________________________________
 AH0036  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AH0036  DYNAMIC HT  -          23.206 (meters)      76.14  (feet)  COMP
 AH0036  MODELED GRAV-     979,123.3   (mgal)                       NAVD 88
 AH0036
 AH0036  VERT ORDER  -  FIRST     CLASS II
 AH0036
 AH0036.The horizontal coordinates were scaled from a topographic map and have
 AH0036.an estimated accuracy of +/- 6 seconds.
 AH0036
 AH0036.The orthometric height was determined by differential leveling
 AH0036.and adjusted by the National Geodetic Survey in June 1991..
 AH0036
 AH0036.The geoid height was determined by GEOID03.
 AH0036
 AH0036.The dynamic height is computed by dividing the NAVD 88
 AH0036.geopotential number by the normal gravity value computed on the
 AH0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0036.degrees latitude (g = 980.6199 gals.).
 AH0036
 AH0036.The modeled gravity was interpolated from observed gravity values.
 AH0036
 AH0036;                    North         East    Units  Estimated Accuracy
 AH0036;SPC TX S     - 5,240,790.      386,520.      MT  (+/- 180 meters Scaled)
 AH0036
 AH0036                          SUPERSEDED SURVEY CONTROL
 AH0036
 AH0036  NGVD 29 (??/??/92)   23.381  (m)           76.71   (f) ADJ UNCH    1 2
 AH0036
 AH0036.Superseded values are not recommended for survey control.
 AH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0036.See file dsdata.txt to determine how the superseded data were derived.
 AH0036
 AH0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR357799(NAD 83)
 AH0036_MARKER: DB = BENCH MARK DISK
 AH0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0036_STAMPING: T 176 1950
 AH0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0036+STABILITY: SURFACE MOTION
 AH0036
 AH0036  HISTORY     - Date     Condition        Report By
 AH0036  HISTORY     - 1950     MONUMENTED       CGS
 AH0036  HISTORY     - 1966     GOOD             BOR
 AH0036  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0036  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0036
 AH0036                          STATION DESCRIPTION
 AH0036
 AH0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0036'2.3 MI S FROM CALALLEN.
 AH0036'2.3 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0036'FROM THE STATION AT CALALLEN, 3 1/2 POLES SOUTH OF MILEPOST 145-30, 39
 AH0036'FEET EAST OF THE EAST RAIL, 1.7 FEET NORTH OF A WITNESS POST, SET IN
 AH0036'THE TOP OF A CONCRETE POST WHICH RPOJECTS 0.4 FOOT ABOVE THE GROUND.
 AH0036'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0036
 AH0036                          STATION RECOVERY (1966)
 AH0036
 AH0036'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0036'RECOVERED IN GOOD CONDITION.
 AH0036
 AH0036                          STATION RECOVERY (1978)
 AH0036
 AH0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0036'NOT RECOVERED THIS DATE.
 AH0036
 AH0036                          STATION RECOVERY (2001)
 AH0036
 AH0036'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0386 ***********************************************************************
 AB0386  DESIGNATION -  T 177
 AB0386  PID         -  AB0386
 AB0386  STATE/COUNTY-  TX/WILLACY
 AB0386  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0386
 AB0386                         *CURRENT SURVEY CONTROL
 AB0386  ___________________________________________________________________
 AB0386* NAD 83(1986)-  26 28 10.     (N)    097 47 06.     (W)     SCALED    
 AB0386* NAVD 88     -         9.340  (meters)      30.64   (feet)  ADJUSTED  
 AB0386  ___________________________________________________________________
 AB0386  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AB0386  DYNAMIC HT  -           9.325 (meters)      30.59  (feet)  COMP
 AB0386  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 AB0386
 AB0386  VERT ORDER  -  FIRST     CLASS II
 AB0386
 AB0386.The horizontal coordinates were scaled from a topographic map and have
 AB0386.an estimated accuracy of +/- 6 seconds.
 AB0386
 AB0386.The orthometric height was determined by differential leveling
 AB0386.and adjusted by the National Geodetic Survey in June 1991..
 AB0386.WARNING-Repeat measurements at this control monument indicate possible
 AB0386.vertical movement.
 AB0386
 AB0386.The geoid height was determined by GEOID03.
 AB0386
 AB0386.The dynamic height is computed by dividing the NAVD 88
 AB0386.geopotential number by the normal gravity value computed on the
 AB0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0386.degrees latitude (g = 980.6199 gals.).
 AB0386
 AB0386.The modeled gravity was interpolated from observed gravity values.
 AB0386
 AB0386;                    North         East    Units  Estimated Accuracy
 AB0386;SPC TX S     - 5,089,140.      371,290.      MT  (+/- 180 meters Scaled)
 AB0386
 AB0386                          SUPERSEDED SURVEY CONTROL
 AB0386
 AB0386.No superseded survey control is available for this station.
 AB0386
 AB0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ211282(NAD 83)
 AB0386_MARKER: DB = BENCH MARK DISK
 AB0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0386_STAMPING: T 177 1951
 AB0386_MARK LOGO: CGS   
 AB0386_PROJECTION: RECESSED 6 CENTIMETERS
 AB0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0386+STABILITY: SURFACE MOTION
 AB0386
 AB0386  HISTORY     - Date     Condition        Report By
 AB0386  HISTORY     - 1951     MONUMENTED       CGS
 AB0386  HISTORY     - 1981     GOOD             NGS
 AB0386  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0386
 AB0386                          STATION DESCRIPTION
 AB0386
 AB0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0386'0.8 MI S FROM RAYMONDVILLE.
 AB0386'0.8 MILE SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0386'FROM THE STATION AT RAYMONDVILLE, 3 1/4 RAILS SOUTH OF A ROAD
 AB0386'CROSSING, 38 FEET EAST OF THE EAST RAIL, 52 FEET WEST OF THE CENTER
 AB0386'LINE OF U.S. HIGHWAY 77, 13 FEET SOUTH OF A TELEPHONE POLE, 2.5 FEET
 AB0386'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0386'PROJECTS 0.1 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC
 AB0386'LINES.
 AB0386
 AB0386                          STATION RECOVERY (1981)
 AB0386
 AB0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0386'1.3 KM (0.85 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0386'JUNCTION OF STATE HIGHWAY 186 IN RAYMONDVILLE, 42.6 METERS (140.0 FT)
 AB0386'SOUTH OF THE CENTERPOINT OF A GRAVELED ROAD LEADING WEST TO A COTTON
 AB0386'COMPRESS, 15.8 METERS (52.0 FT) WEST OF THE CENTERLINE OF U.S.
 AB0386'HIGHWAY 77 BUSINESS, 11.5 METERS (38.0 FT) EAST OF THE EAST RAIL OF
 AB0386'THE MISSOURI PACIFIC RAILROAD, AND 3.6 METERS (12.0 FT) SOUTH OF A
 AB0386'TELEPHONE POLE.
 AB0386'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 AB0386'THE MARK IS 0.3 M ABOVE HIGHWAY.
 AB0386
 AB0386                          STATION RECOVERY (1988)
 AB0386
 AB0386'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0021 ***********************************************************************
 AJ0021  DESIGNATION -  T 178
 AJ0021  PID         -  AJ0021
 AJ0021  STATE/COUNTY-  TX/JIM WELLS
 AJ0021  USGS QUAD   -  SAN DIEGO (1963)
 AJ0021
 AJ0021                         *CURRENT SURVEY CONTROL
 AJ0021  ___________________________________________________________________
 AJ0021* NAD 83(1986)-  27 45 01.     (N)    098 07 48.     (W)     SCALED    
 AJ0021* NAVD 88     -        73.783  (meters)     242.07   (feet)  ADJUSTED  
 AJ0021  ___________________________________________________________________
 AJ0021  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AJ0021  DYNAMIC HT  -          73.669 (meters)     241.70  (feet)  COMP
 AJ0021  MODELED GRAV-     979,096.6   (mgal)                       NAVD 88
 AJ0021
 AJ0021  VERT ORDER  -  FIRST     CLASS II
 AJ0021
 AJ0021.The horizontal coordinates were scaled from a topographic map and have
 AJ0021.an estimated accuracy of +/- 6 seconds.
 AJ0021
 AJ0021.The orthometric height was determined by differential leveling
 AJ0021.and adjusted by the National Geodetic Survey in June 1991..
 AJ0021
 AJ0021.The geoid height was determined by GEOID03.
 AJ0021
 AJ0021.The dynamic height is computed by dividing the NAVD 88
 AJ0021.geopotential number by the normal gravity value computed on the
 AJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0021.degrees latitude (g = 980.6199 gals.).
 AJ0021
 AJ0021.The modeled gravity was interpolated from observed gravity values.
 AJ0021
 AJ0021;                    North         East    Units  Estimated Accuracy
 AJ0021;SPC TX S     - 5,230,910.      336,480.      MT  (+/- 180 meters Scaled)
 AJ0021
 AJ0021                          SUPERSEDED SURVEY CONTROL
 AJ0021
 AJ0021  NGVD 29 (??/??/92)   73.867  (m)          242.35   (f) ADJ UNCH    1 2
 AJ0021
 AJ0021.Superseded values are not recommended for survey control.
 AJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0021.See file dsdata.txt to determine how the superseded data were derived.
 AJ0021
 AJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR857698(NAD 83)
 AJ0021_MARKER: DB = BENCH MARK DISK
 AJ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0021_STAMPING: T 178 1951
 AJ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0021+STABILITY: SURFACE MOTION
 AJ0021
 AJ0021  HISTORY     - Date     Condition        Report By
 AJ0021  HISTORY     - 1951     MONUMENTED       CGS
 AJ0021
 AJ0021                          STATION DESCRIPTION
 AJ0021
 AJ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AJ0021'3.35 MI W FROM ALICE.
 AJ0021'3.35 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0021'ALICE, 87 FEET SOUTHEAST OF MILEPOST 116, 57 FEET NORTH OF THE CENTER
 AJ0021'LINE OF U.S. HIGHWAY 59, 37 FEET SOUTH OF THE SOUTH RAIL, 7 FEET EAST
 AJ0021'OF A TELEGRAPH POLE, 2.3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 AJ0021'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0661 ***********************************************************************
 AH0661  DESIGNATION -  T 179
 AH0661  PID         -  AH0661
 AH0661  STATE/COUNTY-  TX/KLEBERG
 AH0661  USGS QUAD   -  RIVIERA (1979)
 AH0661
 AH0661                         *CURRENT SURVEY CONTROL
 AH0661  ___________________________________________________________________
 AH0661* NAD 83(1986)-  27 17 26.     (N)    097 49 29.     (W)     SCALED    
 AH0661* NAVD 88     -        17.553  (meters)      57.59   (feet)  ADJUSTED  
 AH0661  ___________________________________________________________________
 AH0661  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH0661  DYNAMIC HT  -          17.525 (meters)      57.50  (feet)  COMP
 AH0661  MODELED GRAV-     979,092.4   (mgal)                       NAVD 88
 AH0661
 AH0661  VERT ORDER  -  FIRST     CLASS II
 AH0661
 AH0661.The horizontal coordinates were scaled from a topographic map and have
 AH0661.an estimated accuracy of +/- 6 seconds.
 AH0661
 AH0661.The orthometric height was determined by differential leveling
 AH0661.and adjusted by the National Geodetic Survey in June 1991..
 AH0661
 AH0661.The geoid height was determined by GEOID03.
 AH0661
 AH0661.The dynamic height is computed by dividing the NAVD 88
 AH0661.geopotential number by the normal gravity value computed on the
 AH0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0661.degrees latitude (g = 980.6199 gals.).
 AH0661
 AH0661.The modeled gravity was interpolated from observed gravity values.
 AH0661
 AH0661;                    North         East    Units  Estimated Accuracy
 AH0661;SPC TX S     - 5,180,090.      366,850.      MT  (+/- 180 meters Scaled)
 AH0661
 AH0661                          SUPERSEDED SURVEY CONTROL
 AH0661
 AH0661  NGVD 29 (??/??/92)   17.644  (m)           57.89   (f) ADJ UNCH    1 2
 AH0661
 AH0661.Superseded values are not recommended for survey control.
 AH0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0661.See file dsdata.txt to determine how the superseded data were derived.
 AH0661
 AH0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR163191(NAD 83)
 AH0661_MARKER: DB = BENCH MARK DISK
 AH0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0661_STAMPING: T 179 1951
 AH0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0661+STABILITY: SURFACE MOTION
 AH0661
 AH0661  HISTORY     - Date     Condition        Report By
 AH0661  HISTORY     - 1951     MONUMENTED       CGS
 AH0661  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0661  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0661
 AH0661                          STATION DESCRIPTION
 AH0661
 AH0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0661'1.0 MI SW FROM RIVIERA.
 AH0661'1.0 MILE SW ALONG STATE HIGHWAY 285 FROM ITS JUNCTION WITH U.S.
 AH0661'HIGHWAY 77 AT RIVIERA, 0.5 MI S OF A SHARP CURVE IN THE HIGHWAY, 0.4
 AH0661'MILE N OF A BRIDGE OVER LOS OLMOS CREEK, AT THE CREST OF A SMALL RISE
 AH0661'IN THE HIGHWAY, 40 FEET E OF THE CENTERLINE OF THE HIGHWAY, 1.2 FT. W
 AH0661'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AH0661'ABOVE THE GROUND.
 AH0661
 AH0661                          STATION RECOVERY (1975)
 AH0661
 AH0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0661'MARK NOT FOUND.
 AH0661
 AH0661                          STATION RECOVERY (1981)
 AH0661
 AH0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0661'SEARCHED FOR, NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0190 ***********************************************************************
 CE0190  DESIGNATION -  T 18
 CE0190  PID         -  CE0190
 CE0190  STATE/COUNTY-  TX/EL PASO
 CE0190  USGS QUAD   -  ISLA (1972)
 CE0190
 CE0190                         *CURRENT SURVEY CONTROL
 CE0190  ___________________________________________________________________
 CE0190* NAD 83(1986)-  31 28 55.     (N)    106 07 55.     (W)     SCALED    
 CE0190* NAVD 88     -      1096.798  (meters)    3598.41   (feet)  POSTED    
 CE0190  ___________________________________________________________________
 CE0190  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0190  DYNAMIC HT  -        1095.100 (meters)    3592.84  (feet)  COMP
 CE0190  MODELED GRAV-     979,053.8   (mgal)                       NAVD 88
 CE0190
 CE0190  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0190
 CE0190.The horizontal coordinates were scaled from a topographic map and have
 CE0190.an estimated accuracy of +/- 6 seconds.
 CE0190
 CE0190.The orthometric height was determined by differential leveling
 CE0190.and adjusted by the National Geodetic Survey in 1992..
 CE0190.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0190.rate of 0.0 thru 1.0 mm/km.
 CE0190
 CE0190.The geoid height was determined by GEOID03.
 CE0190
 CE0190.The dynamic height is computed by dividing the NAVD 88
 CE0190.geopotential number by the normal gravity value computed on the
 CE0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0190.degrees latitude (g = 980.6199 gals.).
 CE0190
 CE0190.The modeled gravity was interpolated from observed gravity values.
 CE0190
 CE0190;                    North         East    Units  Estimated Accuracy
 CE0190;SPC TX C     - 3,215,590.      149,310.      MT  (+/- 180 meters Scaled)
 CE0190
 CE0190                          SUPERSEDED SURVEY CONTROL
 CE0190
 CE0190.No superseded survey control is available for this station.
 CE0190
 CE0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ924835(NAD 83)
 CE0190_MARKER: P = PIPE CAP
 CE0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0190_SP_SET: IRON PIPE
 CE0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0190
 CE0190  HISTORY     - Date     Condition        Report By
 CE0190  HISTORY     - UNK      MONUMENTED       CGS
 CE0190  HISTORY     - 1956     MARK NOT FOUND   NGS
 CE0190
 CE0190                          STATION DESCRIPTION
 CE0190
 CE0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0190'1.9 MI E FROM FABENS.
 CE0190'1.9 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM FABENS,
 CE0190'EL PASO COUNTY, 7 FEET EAST OF MILEPOST 798, 47 FEET SOUTH OF THE
 CE0190'CENTER LINE OF THE TRACK, AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY
 CE0190'FENCE.  A STANDARD CAP, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0673 ***********************************************************************
 CD0673  DESIGNATION -  T 180 RESET 1956
 CD0673  PID         -  CD0673
 CD0673  STATE/COUNTY-  TX/HUDSPETH
 CD0673  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0673
 CD0673                         *CURRENT SURVEY CONTROL
 CD0673  ___________________________________________________________________
 CD0673* NAD 83(1986)-  31 49 38.     (N)    105 53 56.     (W)     SCALED    
 CD0673* NAVD 88     -      1586.541  (meters)    5205.18   (feet)  ADJUSTED  
 CD0673  ___________________________________________________________________
 CD0673  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0673  DYNAMIC HT  -        1584.045 (meters)    5196.99  (feet)  COMP
 CD0673  MODELED GRAV-     979,010.0   (mgal)                       NAVD 88
 CD0673
 CD0673  VERT ORDER  -  FIRST     CLASS II
 CD0673
 CD0673.The horizontal coordinates were scaled from a topographic map and have
 CD0673.an estimated accuracy of +/- 6 seconds.
 CD0673
 CD0673.The orthometric height was determined by differential leveling
 CD0673.and adjusted by the National Geodetic Survey in June 1991..
 CD0673
 CD0673.The geoid height was determined by GEOID03.
 CD0673
 CD0673.The dynamic height is computed by dividing the NAVD 88
 CD0673.geopotential number by the normal gravity value computed on the
 CD0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0673.degrees latitude (g = 980.6199 gals.).
 CD0673
 CD0673.The modeled gravity was interpolated from observed gravity values.
 CD0673
 CD0673;                    North         East    Units  Estimated Accuracy
 CD0673;SPC TX C     - 3,252,700.      173,340.      MT  (+/- 180 meters Scaled)
 CD0673
 CD0673                          SUPERSEDED SURVEY CONTROL
 CD0673
 CD0673.No superseded survey control is available for this station.
 CD0673
 CD0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR149216(NAD 83)
 CD0673_MARKER: DB = BENCH MARK DISK
 CD0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0673_STAMPING: T 180 RESET 1956
 CD0673_PROJECTION: FLUSH
 CD0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0673+STABILITY: SURFACE MOTION
 CD0673
 CD0673  HISTORY     - Date     Condition        Report By
 CD0673  HISTORY     - 1956     MONUMENTED       CGS
 CD0673  HISTORY     - 1958     GOOD             NGS
 CD0673  HISTORY     - 1981     GOOD             NGS
 CD0673
 CD0673                          STATION DESCRIPTION
 CD0673
 CD0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0673'32.3 MI E FROM EL PASO.
 CD0673'ABOUT 32.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0673'OF LOOP 16 AT EL PASO, 0.85 MILE WEST OF THE CREST OF A HILL AND IN
 CD0673'THE BOTTOM OF A DITCH, 79 FEET NORTH OF THE CENTER LINE OF THE
 CD0673'HIGHWAY, 6 FEET SOUTH OF A FENCE, 1 1/2 FEET EAST OF A CONCRETE
 CD0673'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 CD0673'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CD0673
 CD0673                          STATION RECOVERY (1981)
 CD0673
 CD0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0673'52.0 KM (32.3 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0673'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0673'1.1 KM (0.7 MI) WEST OF A POWER LINE CROSSING, 0.3 KM (0.2 MI) EAST
 CD0673'OF THE B. J. HENSLEY EXXON STATION, 24.2 METERS (79.5 FT) NORTH
 CD0673'OF THE CENTERLINE OF THE HIGHWAY, 2.0 METERS (6.5 FT) SOUTH OF A
 CD0673'FENCE AND 0.5 METER (1.5 FT) EAST OF A CONCRETE WITNESS POST.
 CD0673'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0673'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0421 ***********************************************************************
 CD0421  DESIGNATION -  T 181 RESET 1976
 CD0421  PID         -  CD0421
 CD0421  STATE/COUNTY-  TX/HUDSPETH
 CD0421  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0421
 CD0421                         *CURRENT SURVEY CONTROL
 CD0421  ___________________________________________________________________
 CD0421* NAD 83(1986)-  31 44 30.     (N)    105 09 14.     (W)     SCALED    
 CD0421* NAVD 88     -      1155.598  (meters)    3791.32   (feet)  ADJUSTED  
 CD0421  ___________________________________________________________________
 CD0421  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 CD0421  DYNAMIC HT  -        1153.884 (meters)    3785.70  (feet)  COMP
 CD0421  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 CD0421
 CD0421  VERT ORDER  -  FIRST     CLASS I
 CD0421
 CD0421.The horizontal coordinates were scaled from a topographic map and have
 CD0421.an estimated accuracy of +/- 6 seconds.
 CD0421
 CD0421.The orthometric height was determined by differential leveling
 CD0421.and adjusted by the National Geodetic Survey in June 1991..
 CD0421
 CD0421.The geoid height was determined by GEOID03.
 CD0421
 CD0421.The dynamic height is computed by dividing the NAVD 88
 CD0421.geopotential number by the normal gravity value computed on the
 CD0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0421.degrees latitude (g = 980.6199 gals.).
 CD0421
 CD0421.The modeled gravity was interpolated from observed gravity values.
 CD0421
 CD0421;                    North         East    Units  Estimated Accuracy
 CD0421;SPC TX C     - 3,239,930.      243,380.      MT  (+/- 180 meters Scaled)
 CD0421
 CD0421                          SUPERSEDED SURVEY CONTROL
 CD0421
 CD0421  NGVD 29 (??/??/92) 1155.092  (m)         3789.66   (f) ADJ UNCH    1 1
 CD0421
 CD0421.Superseded values are not recommended for survey control.
 CD0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0421.See file dsdata.txt to determine how the superseded data were derived.
 CD0421
 CD0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR854118(NAD 83)
 CD0421_MARKER: Z = SEE DESCRIPTION
 CD0421_SETTING: 0 = UNSPECIFIED SETTING
 CD0421_STAMPING: T 181 RESET 1976
 CD0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0421
 CD0421  HISTORY     - Date     Condition        Report By
 CD0421  HISTORY     - 1976     MONUMENTED       NGS
 CD0421  HISTORY     - 1977     GOOD             NGS
 CD0421
 CD0421                          STATION DESCRIPTION
 CD0421
 CD0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 CD0421'16.0 MI SE FROM DELL CITY.
 CD0421'FROM DELL CITY, GO SOUTH ON FARM ROAD 1437 FOR 13 MILES TO THE
 CD0421'JUNCTION OF U.S. HIGHWAYS 62 AND 180.  TURN LEFT AND GO EAST ON U.S.
 CD0421'HIGHWAY 62 AND 180 FOR 3.0 MILES TO MARK ON THE LEFT.  THE MARK IS A
 CD0421'CAST ALUMINUM MONUMENT, THAT PROJECTS 4-INCHES.  ITS 149 FEET NORTH OF
 CD0421'THE CENTER-LINE OF HIGHWAY, 4 FEET NORTH OF A TELEPHONE POLE, 2 FEET
 CD0421'SOUTH OF A CONCRETE RIGHT-OF-WAY ROAD MARKER AND 1.6 FEET EAST OF A
 CD0421'METAL WITNESS POST.
 CD0421
 CD0421                          STATION RECOVERY (1977)
 CD0421
 CD0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0421'27.9 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0421'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 2.8 MILES EAST OF THE
 CD0421'JUNCTION OF FARM ROAD 1437, 148.5 FT. NORTH OF THE CENTER LINE
 CD0421'OF THE HIGHWAY, 4 FT. NORTHWEST OF A TELEPHONE POLE, 0.1 MILE
 CD0421'EAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO A
 CD0421'SMALL BUILDING, 2 FT. SOUTH OF A CONCRETE RIGHT OF WAY MARKER,
 CD0421'0.6 FT. SOUTH OF THE RIGHT OF WAY FENCE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0194 ***********************************************************************
 CV0194  DESIGNATION -  T 182
 CV0194  PID         -  CV0194
 CV0194  STATE/COUNTY-  TX/GAINES
 CV0194  USGS QUAD   -  PAYNES CORNER (1971)
 CV0194
 CV0194                         *CURRENT SURVEY CONTROL
 CV0194  ___________________________________________________________________
 CV0194* NAD 83(1986)-  32 43 32.     (N)    102 49 17.     (W)     SCALED    
 CV0194* NAVD 88     -      1040.739  (meters)    3414.49   (feet)  ADJUSTED  
 CV0194  ___________________________________________________________________
 CV0194  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 CV0194  DYNAMIC HT  -        1039.338 (meters)    3409.89  (feet)  COMP
 CV0194  MODELED GRAV-     979,255.8   (mgal)                       NAVD 88
 CV0194
 CV0194  VERT ORDER  -  FIRST     CLASS II
 CV0194
 CV0194.The horizontal coordinates were scaled from a topographic map and have
 CV0194.an estimated accuracy of +/- 6 seconds.
 CV0194
 CV0194.The orthometric height was determined by differential leveling
 CV0194.and adjusted by the National Geodetic Survey in June 1991..
 CV0194
 CV0194.The geoid height was determined by GEOID03.
 CV0194
 CV0194.The dynamic height is computed by dividing the NAVD 88
 CV0194.geopotential number by the normal gravity value computed on the
 CV0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0194.degrees latitude (g = 980.6199 gals.).
 CV0194
 CV0194.The modeled gravity was interpolated from observed gravity values.
 CV0194
 CV0194;                    North         East    Units  Estimated Accuracy
 CV0194;SPC TXNC     - 2,125,750.      195,070.      MT  (+/- 180 meters Scaled)
 CV0194
 CV0194                          SUPERSEDED SURVEY CONTROL
 CV0194
 CV0194  NGVD 29 (??/??/92) 1040.425  (m)         3413.46   (f) ADJ UNCH    1 2
 CV0194
 CV0194.Superseded values are not recommended for survey control.
 CV0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0194.See file dsdata.txt to determine how the superseded data were derived.
 CV0194
 CV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS041229(NAD 83)
 CV0194_MARKER: DB = BENCH MARK DISK
 CV0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0194_STAMPING: T-182 1933
 CV0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0194+STABILITY: SURFACE MOTION
 CV0194
 CV0194  HISTORY     - Date     Condition        Report By
 CV0194  HISTORY     - 1933     MONUMENTED       CGS
 CV0194  HISTORY     - 1934     GOOD             NGS
 CV0194
 CV0194                          STATION DESCRIPTION
 CV0194
 CV0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0194'10.7 MI W FROM SEMINOLE.
 CV0194'10.7 MILES WEST OF SEMINOLE COURTHOUSE ON STATE HIGHWAY NO. 83.  13.8
 CV0194'MILES EAST OF THE NEW MEXICO STATE LINE ON HIGHWAY NO. 83, 35 FEET
 CV0194'SOUTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 0.3 MILES EAST OF A
 CV0194'PRIVATE ROAD TO A RANCH IN A SMALL CUT WHERE THE ROAD LEAVES THE
 CV0194'HIGHWAY, AND 10 FEET NORTH OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1994 ***********************************************************************
 CS1994  DESIGNATION -  T 183
 CS1994  PID         -  CS1994
 CS1994  STATE/COUNTY-  TX/TARRANT
 CS1994  USGS QUAD   -  EULESS (1981)
 CS1994
 CS1994                         *CURRENT SURVEY CONTROL
 CS1994  ___________________________________________________________________
 CS1994* NAD 83(1986)-  32 49 45.     (N)    097 03 06.     (W)     SCALED    
 CS1994* NAVD 88     -       164.921  (meters)     541.08   (feet)  ADJUSTED  
 CS1994  ___________________________________________________________________
 CS1994  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CS1994  DYNAMIC HT  -         164.731 (meters)     540.46  (feet)  COMP
 CS1994  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CS1994
 CS1994  VERT ORDER  -  SECOND    CLASS 0
 CS1994
 CS1994.The horizontal coordinates were scaled from a topographic map and have
 CS1994.an estimated accuracy of +/- 6 seconds.
 CS1994
 CS1994.The orthometric height was determined by differential leveling
 CS1994.and adjusted by the National Geodetic Survey in June 1991..
 CS1994
 CS1994.The geoid height was determined by GEOID03.
 CS1994
 CS1994.The dynamic height is computed by dividing the NAVD 88
 CS1994.geopotential number by the normal gravity value computed on the
 CS1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1994.degrees latitude (g = 980.6199 gals.).
 CS1994
 CS1994.The modeled gravity was interpolated from observed gravity values.
 CS1994
 CS1994;                    North         East    Units  Estimated Accuracy
 CS1994;SPC TXNC     - 2,129,840.      735,590.      MT  (+/- 180 meters Scaled)
 CS1994
 CS1994                          SUPERSEDED SURVEY CONTROL
 CS1994
 CS1994  NGVD 29 (??/??/92)  164.930  (m)          541.11   (f) ADJ UNCH    2 0
 CS1994
 CS1994.Superseded values are not recommended for survey control.
 CS1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1994.See file dsdata.txt to determine how the superseded data were derived.
 CS1994
 CS1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB823340(NAD 83)
 CS1994_MARKER: DB = BENCH MARK DISK
 CS1994_SETTING: 0 = UNSPECIFIED SETTING
 CS1994_STAMPING: T 183 1952
 CS1994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1994
 CS1994  HISTORY     - Date     Condition        Report By
 CS1994  HISTORY     - 1952     MONUMENTED       CGS
 CS1994  HISTORY     - 1958     GOOD             NGS
 CS1994
 CS1994                          STATION DESCRIPTION
 CS1994
 CS1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1994'1.15 MI E FROM EULESS.
 CS1994'AT GREATER FORT WORTH INTERNATIONAL AIRPORT, TARRANT COUNTY, 200 YARDS
 CS1994'EAST OF THE CONTROL TOWER, 320 FEET SOUTH OF THE EAST END OF THE NORTH
 CS1994'CONCOURSE AND 350 FEET EAST OF THE EAST EDGE OF THE CONCRETE APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0894 ***********************************************************************
 CR0894  DESIGNATION -  T 184
 CR0894  PID         -  CR0894
 CR0894  STATE/COUNTY-  TX/VAN ZANDT
 CR0894  USGS QUAD   -  EDGEWOOD (1981)
 CR0894
 CR0894                         *CURRENT SURVEY CONTROL
 CR0894  ___________________________________________________________________
 CR0894* NAD 83(1986)-  32 41 57.     (N)    095 53 47.     (W)     SCALED    
 CR0894* NAVD 88     -       134.652  (meters)     441.77   (feet)  ADJUSTED  
 CR0894  ___________________________________________________________________
 CR0894  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CR0894  DYNAMIC HT  -         134.500 (meters)     441.27  (feet)  COMP
 CR0894  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CR0894
 CR0894  VERT ORDER  -  SECOND    CLASS 0
 CR0894
 CR0894.The horizontal coordinates were scaled from a topographic map and have
 CR0894.an estimated accuracy of +/- 6 seconds.
 CR0894
 CR0894.The orthometric height was determined by differential leveling
 CR0894.and adjusted by the National Geodetic Survey in June 1991..
 CR0894
 CR0894.The geoid height was determined by GEOID03.
 CR0894
 CR0894.The dynamic height is computed by dividing the NAVD 88
 CR0894.geopotential number by the normal gravity value computed on the
 CR0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0894.degrees latitude (g = 980.6199 gals.).
 CR0894
 CR0894.The modeled gravity was interpolated from observed gravity values.
 CR0894
 CR0894;                    North         East    Units  Estimated Accuracy
 CR0894;SPC TXNC     - 2,117,520.      844,090.      MT  (+/- 180 meters Scaled)
 CR0894
 CR0894                          SUPERSEDED SURVEY CONTROL
 CR0894
 CR0894  NGVD 29 (??/??/92)  134.665  (m)          441.81   (f) ADJ UNCH    2 0
 CR0894
 CR0894.Superseded values are not recommended for survey control.
 CR0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0894.See file dsdata.txt to determine how the superseded data were derived.
 CR0894
 CR0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS284216(NAD 83)
 CR0894_MARKER: DB = BENCH MARK DISK
 CR0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0894_SP_SET: CULVERT
 CR0894_STAMPING: T 184 1952
 CR0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0894
 CR0894  HISTORY     - Date     Condition        Report By
 CR0894  HISTORY     - 1952     MONUMENTED       CGS
 CR0894  HISTORY     - 1988     GOOD             USPSQD
 CR0894  HISTORY     - 19930614 GOOD             USPSQD
 CR0894  HISTORY     - 19950831 GOOD             USPSQD
 CR0894
 CR0894                          STATION DESCRIPTION
 CR0894
 CR0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CR0894'0.6 MI W FROM EDGEWOOD.
 CR0894'0.6 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CR0894'EDGEWOOD, 62 FEET NORTH OF THE CENTER LINE OF AN OILED ROAD, 23 FEET
 CR0894'NORTHWEST OF TELEPHONE POLE E-25, 12 FEET SOUTH OF THE SOUTH RAIL, 5
 CR0894'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 CR0894'SOUTH HEADWALL OF A 5 FOOT CONCRETE CULVERT.
 CR0894
 CR0894                          STATION RECOVERY (1988)
 CR0894
 CR0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR0894'RECOVERED IN GOOD CONDITION.
 CR0894
 CR0894                          STATION RECOVERY (1993)
 CR0894
 CR0894'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0894'RECOVERED IN GOOD CONDITION.
 CR0894
 CR0894                          STATION RECOVERY (1995)
 CR0894
 CR0894'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0292 ***********************************************************************
 DN0292  DESIGNATION -  T 185
 DN0292  PID         -  DN0292
 DN0292  STATE/COUNTY-  TX/COLLIN
 DN0292  USGS QUAD   -  CELINA (1960)
 DN0292
 DN0292                         *CURRENT SURVEY CONTROL
 DN0292  ___________________________________________________________________
 DN0292* NAD 83(1986)-  33 20 53.     (N)    096 46 37.     (W)     SCALED    
 DN0292* NAVD 88     -       213.651  (meters)     700.95   (feet)  ADJUSTED  
 DN0292  ___________________________________________________________________
 DN0292  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DN0292  DYNAMIC HT  -         213.424 (meters)     700.21  (feet)  COMP
 DN0292  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 DN0292
 DN0292  VERT ORDER  -  SECOND    CLASS 0
 DN0292
 DN0292.The horizontal coordinates were scaled from a topographic map and have
 DN0292.an estimated accuracy of +/- 6 seconds.
 DN0292
 DN0292.The orthometric height was determined by differential leveling
 DN0292.and adjusted by the National Geodetic Survey in June 1991..
 DN0292
 DN0292.The geoid height was determined by GEOID03.
 DN0292
 DN0292.The dynamic height is computed by dividing the NAVD 88
 DN0292.geopotential number by the normal gravity value computed on the
 DN0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0292.degrees latitude (g = 980.6199 gals.).
 DN0292
 DN0292.The modeled gravity was interpolated from observed gravity values.
 DN0292
 DN0292;                    North         East    Units  Estimated Accuracy
 DN0292;SPC TXNC     - 2,187,770.      760,360.      MT  (+/- 180 meters Scaled)
 DN0292
 DN0292                          SUPERSEDED SURVEY CONTROL
 DN0292
 DN0292  NGVD 29 (??/??/92)  213.656  (m)          700.97   (f) ADJ UNCH    2 0
 DN0292
 DN0292.Superseded values are not recommended for survey control.
 DN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0292.See file dsdata.txt to determine how the superseded data were derived.
 DN0292
 DN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB068920(NAD 83)
 DN0292_MARKER: DB = BENCH MARK DISK
 DN0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0292_STAMPING: T 185 1952
 DN0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0292+STABILITY: SURFACE MOTION
 DN0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0292+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0292
 DN0292  HISTORY     - Date     Condition        Report By
 DN0292  HISTORY     - 1952     MONUMENTED       CGS
 DN0292  HISTORY     - 19940707 GOOD             USPSQD
 DN0292  HISTORY     - 20051031 GOOD             BOHAN
 DN0292
 DN0292                          STATION DESCRIPTION
 DN0292
 DN0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0292'1.65 MI N FROM CELINA.
 DN0292'1.65 MILES NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0292'FROM THE STATION AT CELINA, 0.1 MILE SOUTH OF A DIRT ROAD CROSSING, 52
 DN0292'FEET SOUTHEAST OF THE CENTER OF AN ABANDONED ROAD CROSSING, 45.8 FEET
 DN0292'EAST OF THE EAST RAIL, 23.4 FEET SOUTH OF THE CENTER OF A STEEL GATE,
 DN0292'9 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A FENCE, 3 FEET
 DN0292'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0292'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DN0292
 DN0292                          STATION RECOVERY (1994)
 DN0292
 DN0292'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0292'RECOVERED IN GOOD CONDITION.
 DN0292
 DN0292                          STATION RECOVERY (2005)
 DN0292
 DN0292'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0422 ***********************************************************************
 DO0422  DESIGNATION -  T 187
 DO0422  PID         -  DO0422
 DO0422  STATE/COUNTY-  TX/BAYLOR
 DO0422  USGS QUAD   -  BOMARTON (1966)
 DO0422
 DO0422                         *CURRENT SURVEY CONTROL
 DO0422  ___________________________________________________________________
 DO0422* NAD 83(1986)-  33 37 00.     (N)    099 26 24.     (W)     SCALED    
 DO0422* NAVD 88     -       426.800  (meters)    1400.26   (feet)  ADJUSTED  
 DO0422  ___________________________________________________________________
 DO0422  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DO0422  DYNAMIC HT  -         426.310 (meters)    1398.65  (feet)  COMP
 DO0422  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 DO0422
 DO0422  VERT ORDER  -  SECOND    CLASS 0
 DO0422
 DO0422.The horizontal coordinates were scaled from a topographic map and have
 DO0422.an estimated accuracy of +/- 6 seconds.
 DO0422
 DO0422.The orthometric height was determined by differential leveling
 DO0422.and adjusted by the National Geodetic Survey in June 1991..
 DO0422
 DO0422.The geoid height was determined by GEOID03.
 DO0422
 DO0422.The dynamic height is computed by dividing the NAVD 88
 DO0422.geopotential number by the normal gravity value computed on the
 DO0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0422.degrees latitude (g = 980.6199 gals.).
 DO0422
 DO0422.The modeled gravity was interpolated from observed gravity values.
 DO0422
 DO0422;                    North         East    Units  Estimated Accuracy
 DO0422;SPC TXNC     - 2,216,630.      512,780.      MT  (+/- 180 meters Scaled)
 DO0422
 DO0422                          SUPERSEDED SURVEY CONTROL
 DO0422
 DO0422  NGVD 29 (??/??/92)  426.672  (m)         1399.84   (f) ADJ UNCH    2 0
 DO0422
 DO0422.Superseded values are not recommended for survey control.
 DO0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0422.See file dsdata.txt to determine how the superseded data were derived.
 DO0422
 DO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC591197(NAD 83)
 DO0422_MARKER: DB = BENCH MARK DISK
 DO0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0422_STAMPING: T-187 1933
 DO0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0422+STABILITY: SURFACE MOTION
 DO0422
 DO0422  HISTORY     - Date     Condition        Report By
 DO0422  HISTORY     - 1933     MONUMENTED       CGS
 DO0422  HISTORY     - 1966     MARK NOT FOUND   USGS
 DO0422
 DO0422                          STATION DESCRIPTION
 DO0422
 DO0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0422'1.7 MI W FROM RED SPRINGS.
 DO0422'1.7 MILES WEST OF, ALONG HIGHWAY NO. 24, 54 FEET SOUTH OF CENTER OF
 DO0422'HIGHWAY, 18 FEET WEST OF CENTER OF CROSSROAD.  50 FEET NORTHWEST OF
 DO0422'OLD BUILDING.  NOTE-- HWY AND FENCES HAVE BEEN RELOCATED SINCE BM WAS
 DO0422'SET.
 DO0422
 DO0422                          STATION RECOVERY (1966)
 DO0422
 DO0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0438 ***********************************************************************
 CT0438  DESIGNATION -  T 188
 CT0438  PID         -  CT0438
 CT0438  STATE/COUNTY-  TX/EASTLAND
 CT0438  USGS QUAD   -  BERNIE LAKE (1966)
 CT0438
 CT0438                         *CURRENT SURVEY CONTROL
 CT0438  ___________________________________________________________________
 CT0438* NAD 83(1986)-  32 25 21.     (N)    099 01 03.     (W)     SCALED    
 CT0438* NAVD 88     -       464.837  (meters)    1525.05   (feet)  ADJUSTED  
 CT0438  ___________________________________________________________________
 CT0438  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CT0438  DYNAMIC HT  -         464.240 (meters)    1523.09  (feet)  COMP
 CT0438  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 CT0438
 CT0438  VERT ORDER  -  SECOND    CLASS 0
 CT0438
 CT0438.The horizontal coordinates were scaled from a topographic map and have
 CT0438.an estimated accuracy of +/- 6 seconds.
 CT0438
 CT0438.The orthometric height was determined by differential leveling
 CT0438.and adjusted by the National Geodetic Survey in June 1991..
 CT0438
 CT0438.The geoid height was determined by GEOID03.
 CT0438
 CT0438.The dynamic height is computed by dividing the NAVD 88
 CT0438.geopotential number by the normal gravity value computed on the
 CT0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0438.degrees latitude (g = 980.6199 gals.).
 CT0438
 CT0438.The modeled gravity was interpolated from observed gravity values.
 CT0438
 CT0438;                    North         East    Units  Estimated Accuracy
 CT0438;SPC TXNC     - 2,083,940.      551,330.      MT  (+/- 180 meters Scaled)
 CT0438
 CT0438                          SUPERSEDED SURVEY CONTROL
 CT0438
 CT0438  NGVD 29 (??/??/92)  464.699  (m)         1524.60   (f) ADJ UNCH    2 0
 CT0438
 CT0438.Superseded values are not recommended for survey control.
 CT0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0438.See file dsdata.txt to determine how the superseded data were derived.
 CT0438
 CT0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA983872(NAD 83)
 CT0438_MARKER: DB = BENCH MARK DISK
 CT0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0438_SP_SET: ABUTMENT
 CT0438_STAMPING: T 188 1933
 CT0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0438
 CT0438  HISTORY     - Date     Condition        Report By
 CT0438  HISTORY     - 1933     MONUMENTED       CGS
 CT0438  HISTORY     - 1957     GOOD             NGS
 CT0438
 CT0438                          STATION DESCRIPTION
 CT0438
 CT0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0438'4.1 MI NW FROM CISCO.
 CT0438'4.1 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0438'FROM CISCO, EASTLAND COUNTY, AT BRIDGE 158.4, AND IN THE TOP OF THE
 CT0438'NORTHEAST CONCRETE ABUTMENT.  NOTE-- RECOVERED IN THE TOP OF THE
 CT0438'SOUTHEAST ABUTMENT INSTEAD OF THE NORTHEAST AS DESCRIBED.  IT IS AT
 CT0438'BRIDGE 158.4 OVER SOUTH SANDY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0202 ***********************************************************************
 DO0202  DESIGNATION -  T 189
 DO0202  PID         -  DO0202
 DO0202  STATE/COUNTY-  TX/JACK
 DO0202  USGS QUAD   -  SENATE (1981)
 DO0202
 DO0202                         *CURRENT SURVEY CONTROL
 DO0202  ___________________________________________________________________
 DO0202* NAD 83(1986)-  33 09 52.     (N)    098 20 10.     (W)     SCALED    
 DO0202* NAVD 88     -       375.837  (meters)    1233.06   (feet)  ADJUSTED  
 DO0202  ___________________________________________________________________
 DO0202  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DO0202  DYNAMIC HT  -         375.395 (meters)    1231.61  (feet)  COMP
 DO0202  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 DO0202
 DO0202  VERT ORDER  -  SECOND    CLASS 0
 DO0202
 DO0202.The horizontal coordinates were scaled from a topographic map and have
 DO0202.an estimated accuracy of +/- 6 seconds.
 DO0202
 DO0202.The orthometric height was determined by differential leveling
 DO0202.and adjusted by the National Geodetic Survey in June 1991..
 DO0202
 DO0202.The geoid height was determined by GEOID03.
 DO0202
 DO0202.The dynamic height is computed by dividing the NAVD 88
 DO0202.geopotential number by the normal gravity value computed on the
 DO0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0202.degrees latitude (g = 980.6199 gals.).
 DO0202
 DO0202.The modeled gravity was interpolated from observed gravity values.
 DO0202
 DO0202;                    North         East    Units  Estimated Accuracy
 DO0202;SPC TXNC     - 2,166,100.      615,290.      MT  (+/- 180 meters Scaled)
 DO0202
 DO0202                          SUPERSEDED SURVEY CONTROL
 DO0202
 DO0202  NGVD 29 (??/??/92)  375.749  (m)         1232.77   (f) ADJ UNCH    2 0
 DO0202
 DO0202.Superseded values are not recommended for survey control.
 DO0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0202.See file dsdata.txt to determine how the superseded data were derived.
 DO0202
 DO0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB619697(NAD 83)
 DO0202_MARKER: DB = BENCH MARK DISK
 DO0202_SETTING: 66 = SET IN ROCK OUTCROP
 DO0202_SP_SET: BEDROCK
 DO0202_STAMPING: 1232.770 T189 1933
 DO0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0202+STABILITY: POSITION/ELEVATION WELL
 DO0202
 DO0202  HISTORY     - Date     Condition        Report By
 DO0202  HISTORY     - 1933     MONUMENTED       CGS
 DO0202  HISTORY     - 1950     GOOD             NGS
 DO0202  HISTORY     - 1964     MARK NOT FOUND   USGS
 DO0202  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0202
 DO0202                          STATION DESCRIPTION
 DO0202
 DO0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0202'02.8 MI E FROM BRYSON.
 DO0202'ABOUT 02.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND GULF RAILWAY
 DO0202'FROM BRYSON, JACK COUNTY, 150 YARDS NORTH OF THE CENTERLINE OF THE
 DO0202'TRACKS, 500 YARDS EAST OF A NORTH-SOUTH ROAD WHICH LEADS SOUTH FROM
 DO0202'STATE HIGHWAY NO. 24 AND CROSSES THE TRACKS, 500 YARDS SOUTH OF THE
 DO0202'HIGHWAY AND 500 YARDS SOUTH EAST OF A LARGE FARMHOUSE, IN A SMALL
 DO0202'PASTURE, 125 YARDS EAST OF THE WEST FENCE OF THE PASTURE AND THE FENCE
 DO0202'CORNER WHICH IS THE NORTHEAST CORNER OF A SMALL FIELD.  THE MARK IS
 DO0202'NEAR THE CENTER OF THE SMALL PASTURE, ALONG THE SLOPE, A STANDARD DISK
 DO0202'SET IN AN OUTCROP WHICH IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 DO0202
 DO0202                          STATION RECOVERY (1964)
 DO0202
 DO0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DO0202'MARK NOT FOUND.
 DO0202
 DO0202                          STATION RECOVERY (2001)
 DO0202
 DO0202'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1062 ***********************************************************************
 FL1062  DESIGNATION -  T 19 RESET
 FL1062  PID         -  FL1062
 FL1062  STATE/COUNTY-  TX/POTTER
 FL1062  USGS QUAD   -  PULLMAN (1973)
 FL1062
 FL1062                         *CURRENT SURVEY CONTROL
 FL1062  ___________________________________________________________________
 FL1062* NAD 83(1986)-  35 12 59.     (N)    101 41 11.     (W)     SCALED    
 FL1062* NAVD 88     -      1097.25   (+/-2cm)    3599.9    (feet)  VERTCON   
 FL1062  ___________________________________________________________________
 FL1062  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL1062
 FL1062  VERT ORDER  -  ? (See Below)
 FL1062
 FL1062.The horizontal coordinates were scaled from a topographic map and have
 FL1062.an estimated accuracy of +/- 6 seconds.
 FL1062
 FL1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1062.The vertical order pertains to the NGVD 29 superseded value.
 FL1062
 FL1062.The geoid height was determined by GEOID03.
 FL1062
 FL1062;                    North         East    Units  Estimated Accuracy
 FL1062;SPC TX N     - 1,134,960.      183,030.      MT  (+/- 180 meters Scaled)
 FL1062
 FL1062                          SUPERSEDED SURVEY CONTROL
 FL1062
 FL1062  NGVD 29 (??/??/92) 1096.749  (m)         3598.25   (f) ADJ UNCH    ?  
 FL1062
 FL1062.Superseded values are not recommended for survey control.
 FL1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1062.See file dsdata.txt to determine how the superseded data were derived.
 FL1062
 FL1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE554003(NAD 83)
 FL1062_MARKER: P = PIPE CAP
 FL1062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL1062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL1062_STAMPING: ELEV 3598.244 FT T 19 RESET 1943
 FL1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1062
 FL1062  HISTORY     - Date     Condition        Report By
 FL1062  HISTORY     - 1943     MONUMENTED       CGS
 FL1062  HISTORY     - 1957     GOOD             NGS
 FL1062  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1062
 FL1062                          STATION DESCRIPTION
 FL1062
 FL1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FL1062'8.5 MI W FROM YARNALL.
 FL1062'IN POTTER COUNTY, 8.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 FL1062'PACIFIC RAILROAD FROM THE STATION AT YARNALL, CARSON COUNTY, AT ROYAL
 FL1062'SIDING, 0.2 MILE EAST OF A DIRT-ROAD CROSSING, 7 POLES WEST OF
 FL1062'MILEPOST 752, 80.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 FL1062'15.5 FEET NORTH OF A FENCE LINE, AND 3 FEET EAST OF A WHITE WOODEN
 FL1062'WITNESS POST.  A STANDARD CAP, STAMPED ELEV 3598.244 FT T 19 RESET
 FL1062'1943 AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 10
 FL1062'INCHES ABOVE GROUND.
 FL1062
 FL1062                          STATION RECOVERY (1984)
 FL1062
 FL1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0799 ***********************************************************************
 DN0799  DESIGNATION -  T 190
 DN0799  PID         -  DN0799
 DN0799  STATE/COUNTY-  TX/WISE
 DN0799  USGS QUAD   -  BRIDGEPORT EAST (1978)
 DN0799
 DN0799                         *CURRENT SURVEY CONTROL
 DN0799  ___________________________________________________________________
 DN0799* NAD 83(1986)-  33 13 52.     (N)    097 40 06.     (W)     SCALED    
 DN0799* NAVD 88     -       250.664  (meters)     822.39   (feet)  ADJUSTED  
 DN0799  ___________________________________________________________________
 DN0799  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DN0799  DYNAMIC HT  -         250.377 (meters)     821.45  (feet)  COMP
 DN0799  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 DN0799
 DN0799  VERT ORDER  -  SECOND    CLASS 0
 DN0799
 DN0799.The horizontal coordinates were scaled from a topographic map and have
 DN0799.an estimated accuracy of +/- 6 seconds.
 DN0799
 DN0799.The orthometric height was determined by differential leveling
 DN0799.and adjusted by the National Geodetic Survey in June 1991..
 DN0799
 DN0799.The geoid height was determined by GEOID03.
 DN0799
 DN0799.The dynamic height is computed by dividing the NAVD 88
 DN0799.geopotential number by the normal gravity value computed on the
 DN0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0799.degrees latitude (g = 980.6199 gals.).
 DN0799
 DN0799.The modeled gravity was interpolated from observed gravity values.
 DN0799
 DN0799;                    North         East    Units  Estimated Accuracy
 DN0799;SPC TXNC     - 2,173,790.      677,510.      MT  (+/- 180 meters Scaled)
 DN0799
 DN0799                          SUPERSEDED SURVEY CONTROL
 DN0799
 DN0799  NGVD 29 (??/??/92)  250.561  (m)          822.05   (f) ADJ UNCH    2 0
 DN0799
 DN0799.Superseded values are not recommended for survey control.
 DN0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0799.See file dsdata.txt to determine how the superseded data were derived.
 DN0799
 DN0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB240776(NAD 83)
 DN0799_MARKER: DB = BENCH MARK DISK
 DN0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0799_STAMPING: T 190 822.167 1933
 DN0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0799+STABILITY: SURFACE MOTION
 DN0799
 DN0799  HISTORY     - Date     Condition        Report By
 DN0799  HISTORY     - 1933     MONUMENTED       CGS
 DN0799  HISTORY     - 1949     GOOD             NGS
 DN0799  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0799
 DN0799                          STATION DESCRIPTION
 DN0799
 DN0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DN0799'4.8 MI W FROM DECATUR.
 DN0799'ABOUT 4.8 MILES WEST ALONG HIGHWAY 24 FROM DECATUR, WISE COUNTY, ABOUT
 DN0799'40 YARDS EAST OF A HOUSE ON THE TOP OF THE DIVIDE, 30 YARDS SOUTH OF
 DN0799'THE CENTERLINE OF THE OLD ROAD, NOW IN THE FARM YARD, AND 17 YARDS
 DN0799'NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 4
 DN0799'INCHES, AND IS APPROXIMATELY ON THE SAME LEVEL AS THE HIGHWAY.
 DN0799
 DN0799                          STATION RECOVERY (1997)
 DN0799
 DN0799'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0304 ***********************************************************************
 CT0304  DESIGNATION -  T 191
 CT0304  PID         -  CT0304
 CT0304  STATE/COUNTY-  TX/STEPHENS
 CT0304  USGS QUAD   -  BRECKENRIDGE (1958)
 CT0304
 CT0304                         *CURRENT SURVEY CONTROL
 CT0304  ___________________________________________________________________
 CT0304* NAD 83(1986)-  32 48 13.     (N)    098 53 42.     (W)     SCALED    
 CT0304* NAVD 88     -       350.102  (meters)    1148.63   (feet)  ADJUSTED  
 CT0304  ___________________________________________________________________
 CT0304  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CT0304  DYNAMIC HT  -         349.668 (meters)    1147.20  (feet)  COMP
 CT0304  MODELED GRAV-     979,389.5   (mgal)                       NAVD 88
 CT0304
 CT0304  VERT ORDER  -  SECOND    CLASS 0
 CT0304
 CT0304.The horizontal coordinates were scaled from a topographic map and have
 CT0304.an estimated accuracy of +/- 6 seconds.
 CT0304
 CT0304.The orthometric height was determined by differential leveling
 CT0304.and adjusted by the National Geodetic Survey in June 1991..
 CT0304
 CT0304.The geoid height was determined by GEOID03.
 CT0304
 CT0304.The dynamic height is computed by dividing the NAVD 88
 CT0304.geopotential number by the normal gravity value computed on the
 CT0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0304.degrees latitude (g = 980.6199 gals.).
 CT0304
 CT0304.The modeled gravity was interpolated from observed gravity values.
 CT0304
 CT0304;                    North         East    Units  Estimated Accuracy
 CT0304;SPC TXNC     - 2,126,150.      563,010.      MT  (+/- 180 meters Scaled)
 CT0304
 CT0304                          SUPERSEDED SURVEY CONTROL
 CT0304
 CT0304  NGVD 29 (??/??/92)  350.005  (m)         1148.31   (f) ADJ UNCH    2 0
 CT0304
 CT0304.Superseded values are not recommended for survey control.
 CT0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0304.See file dsdata.txt to determine how the superseded data were derived.
 CT0304
 CT0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB098295(NAD 83)
 CT0304_MARKER: DB = BENCH MARK DISK
 CT0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0304_STAMPING: T 191 1933
 CT0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0304+STABILITY: SURFACE MOTION
 CT0304
 CT0304  HISTORY     - Date     Condition        Report By
 CT0304  HISTORY     - 1933     MONUMENTED       CGS
 CT0304  HISTORY     - 1957     GOOD             NGS
 CT0304  HISTORY     - 1984     MARK NOT FOUND   NGS
 CT0304
 CT0304                          STATION DESCRIPTION
 CT0304
 CT0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0304'3.8 MI N FROM BRECKENRIDGE.
 CT0304'3.8 MILES NORTH ALONG THE WICHITA FALLS AND SOUTHERN RAILROAD FROM
 CT0304'BRECKENRIDGE, STEPHENS COUNTY, 200 FEET SOUTH OF MILEPOST 100, AND 52
 CT0304'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED T
 CT0304'191 1933 AND SET IN THE TOP OF A CONCRETE POST.
 CT0304
 CT0304                          STATION RECOVERY (1984)
 CT0304
 CT0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0787 ***********************************************************************
 CT0787  DESIGNATION -  T 192
 CT0787  PID         -  CT0787
 CT0787  STATE/COUNTY-  TX/SHACKELFORD
 CT0787  USGS QUAD   -  LUEDERS EAST (1987)
 CT0787
 CT0787                         *CURRENT SURVEY CONTROL
 CT0787  ___________________________________________________________________
 CT0787* NAD 83(1986)-  32 46 14.     (N)    099 36 54.     (W)     SCALED    
 CT0787* NAVD 88     -       475.502  (meters)    1560.04   (feet)  ADJUSTED  
 CT0787  ___________________________________________________________________
 CT0787  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CT0787  DYNAMIC HT  -         474.892 (meters)    1558.04  (feet)  COMP
 CT0787  MODELED GRAV-     979,342.0   (mgal)                       NAVD 88
 CT0787
 CT0787  VERT ORDER  -  SECOND    CLASS 0
 CT0787
 CT0787.The horizontal coordinates were scaled from a topographic map and have
 CT0787.an estimated accuracy of +/- 6 seconds.
 CT0787
 CT0787.The orthometric height was determined by differential leveling
 CT0787.and adjusted by the National Geodetic Survey in June 1991..
 CT0787
 CT0787.The geoid height was determined by GEOID03.
 CT0787
 CT0787.The dynamic height is computed by dividing the NAVD 88
 CT0787.geopotential number by the normal gravity value computed on the
 CT0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0787.degrees latitude (g = 980.6199 gals.).
 CT0787
 CT0787.The modeled gravity was interpolated from observed gravity values.
 CT0787
 CT0787;                    North         East    Units  Estimated Accuracy
 CT0787;SPC TXNC     - 2,122,960.      495,550.      MT  (+/- 180 meters Scaled)
 CT0787
 CT0787                          SUPERSEDED SURVEY CONTROL
 CT0787
 CT0787  NGVD 29 (??/??/92)  475.361  (m)         1559.58   (f) ADJ UNCH    2 0
 CT0787
 CT0787.Superseded values are not recommended for survey control.
 CT0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0787.See file dsdata.txt to determine how the superseded data were derived.
 CT0787
 CT0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB424260(NAD 83)
 CT0787_MARKER: DB = BENCH MARK DISK
 CT0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0787_STAMPING: T 192 1933
 CT0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0787+STABILITY: SURFACE MOTION
 CT0787
 CT0787  HISTORY     - Date     Condition        Report By
 CT0787  HISTORY     - 1933     MONUMENTED       CGS
 CT0787  HISTORY     - 1957     GOOD             NGS
 CT0787
 CT0787                          STATION DESCRIPTION
 CT0787
 CT0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0787'2.2 MI E FROM LUEDERS.
 CT0787'IN SHACKELFORD COUNTY, 2.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS
 CT0787'RAILROAD OF TEXAS FROM LUEDERS, JONES COUNTY, 115 FEET EAST OF
 CT0787'MILEPOST 210, 50 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 12 FEET
 CT0787'EAST OF A DRIVEWAY INTO LUEDERS CEMETERY, AND 3 FEET NORTH OF A FENCE.
 CT0787'A STANDARD DISK, STAMPED T 192 1933 AND SET IN THE TOP OF A CONCRETE
 CT0787'POST.  NOTE-- THE MARK IS 8 FEET SOUTH OF THE SOUTH STONE POST AT
 CT0787'ENTRANCE TO LUEDERS CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0223 ***********************************************************************
 CT0223  DESIGNATION -  T 193
 CT0223  PID         -  CT0223
 CT0223  STATE/COUNTY-  TX/EASTLAND
 CT0223  USGS QUAD   -  GORMAN (1968)
 CT0223
 CT0223                         *CURRENT SURVEY CONTROL
 CT0223  ___________________________________________________________________
 CT0223* NAD 83(1986)-  32 12 39.     (N)    098 40 13.     (W)     SCALED    
 CT0223* NAVD 88     -       440.073  (meters)    1443.81   (feet)  ADJUSTED  
 CT0223  ___________________________________________________________________
 CT0223  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CT0223  DYNAMIC HT  -         439.512 (meters)    1441.97  (feet)  COMP
 CT0223  MODELED GRAV-     979,350.6   (mgal)                       NAVD 88
 CT0223
 CT0223  VERT ORDER  -  SECOND    CLASS 0
 CT0223
 CT0223.The horizontal coordinates were scaled from a topographic map and have
 CT0223.an estimated accuracy of +/- 6 seconds.
 CT0223
 CT0223.The orthometric height was determined by differential leveling
 CT0223.and adjusted by the National Geodetic Survey in June 1991..
 CT0223
 CT0223.The geoid height was determined by GEOID03.
 CT0223
 CT0223.The dynamic height is computed by dividing the NAVD 88
 CT0223.geopotential number by the normal gravity value computed on the
 CT0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0223.degrees latitude (g = 980.6199 gals.).
 CT0223
 CT0223.The modeled gravity was interpolated from observed gravity values.
 CT0223
 CT0223;                    North         East    Units  Estimated Accuracy
 CT0223;SPC TXNC     - 2,060,360.      583,950.      MT  (+/- 180 meters Scaled)
 CT0223
 CT0223                          SUPERSEDED SURVEY CONTROL
 CT0223
 CT0223  NGVD 29 (??/??/92)  439.972  (m)         1443.47   (f) ADJ UNCH    2 0
 CT0223
 CT0223.Superseded values are not recommended for survey control.
 CT0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0223.See file dsdata.txt to determine how the superseded data were derived.
 CT0223
 CT0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA310638(NAD 83)
 CT0223_MARKER: DB = BENCH MARK DISK
 CT0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0223_SP_SET: FOUNDATION
 CT0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0223
 CT0223  HISTORY     - Date     Condition        Report By
 CT0223  HISTORY     - UNK      MONUMENTED       CGS
 CT0223  HISTORY     - 1933     GOOD             NGS
 CT0223  HISTORY     - 1957     GOOD             NGS
 CT0223
 CT0223                          STATION DESCRIPTION
 CT0223
 CT0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0223'IN GORMAN.
 CT0223'IN SOUTHWEST FOUNDATION OF TOWN WATER TANK.
 CT0223
 CT0223                          STATION RECOVERY (1957)
 CT0223
 CT0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CT0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0145 ***********************************************************************
 CT0145  DESIGNATION -  T 194
 CT0145  PID         -  CT0145
 CT0145  STATE/COUNTY-  TX/ERATH
 CT0145  USGS QUAD   -  CLAIRETTE (1979)
 CT0145
 CT0145                         *CURRENT SURVEY CONTROL
 CT0145  ___________________________________________________________________
 CT0145* NAD 83(1986)-  32 02 22.     (N)    098 07 17.     (W)     SCALED    
 CT0145* NAVD 88     -       333.620  (meters)    1094.55   (feet)  ADJUSTED  
 CT0145  ___________________________________________________________________
 CT0145  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CT0145  DYNAMIC HT  -         333.197 (meters)    1093.16  (feet)  COMP
 CT0145  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 CT0145
 CT0145  VERT ORDER  -  SECOND    CLASS 0
 CT0145
 CT0145.The horizontal coordinates were scaled from a topographic map and have
 CT0145.an estimated accuracy of +/- 6 seconds.
 CT0145
 CT0145.The orthometric height was determined by differential leveling
 CT0145.and adjusted by the National Geodetic Survey in June 1991..
 CT0145
 CT0145.The geoid height was determined by GEOID03.
 CT0145
 CT0145.The dynamic height is computed by dividing the NAVD 88
 CT0145.geopotential number by the normal gravity value computed on the
 CT0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0145.degrees latitude (g = 980.6199 gals.).
 CT0145
 CT0145.The modeled gravity was interpolated from observed gravity values.
 CT0145
 CT0145;                    North         East    Units  Estimated Accuracy
 CT0145;SPC TXNC     - 2,041,400.      635,760.      MT  (+/- 180 meters Scaled)
 CT0145
 CT0145                          SUPERSEDED SURVEY CONTROL
 CT0145
 CT0145  NGVD 29 (??/??/92)  333.543  (m)         1094.30   (f) ADJ UNCH    2 0
 CT0145
 CT0145.Superseded values are not recommended for survey control.
 CT0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0145.See file dsdata.txt to determine how the superseded data were derived.
 CT0145
 CT0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA829451(NAD 83)
 CT0145_MARKER: DB = BENCH MARK DISK
 CT0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0145_STAMPING: T 195 1933 1094.299
 CT0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0145+STABILITY: SURFACE MOTION
 CT0145
 CT0145  HISTORY     - Date     Condition        Report By
 CT0145  HISTORY     - 1933     MONUMENTED       CGS
 CT0145  HISTORY     - 1954     GOOD             NGS
 CT0145  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0145
 CT0145                          STATION DESCRIPTION
 CT0145
 CT0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0145'IN CLAIRETTE.
 CT0145'AT CLAIRETTE, ERATH COUNTY, ABOUT 6 1/2 POLES EAST OF MILEPOST 92, 63
 CT0145'FEET EAST OF A ROAD CROSSING THE TRACKS, 45 FEET SOUTH OF THE
 CT0145'CENTERLINE OF THE TRACKS AND 2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 CT0145'FENCE, ACROSS THE TRACKS AND HIGHWAY NO. 6 FROM THE STORES AND
 CT0145'OPPOSITE OR SOUTH OF A WELL AND TANK.  A STANDARD DISK STAMPED AS
 CT0145'ABOVE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 8
 CT0145'INCHES.  THERE IS NO DEPOT AT CLAIRETTE.
 CT0145
 CT0145                          STATION RECOVERY (1995)
 CT0145
 CT0145'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0391 ***********************************************************************
 BM0391  DESIGNATION -  T 196
 BM0391  PID         -  BM0391
 BM0391  STATE/COUNTY-  TX/MILAM
 BM0391  USGS QUAD   -  ROCKDALE WEST (1989)
 BM0391
 BM0391                         *CURRENT SURVEY CONTROL
 BM0391  ___________________________________________________________________
 BM0391* NAD 83(1986)-  30 38 08.     (N)    097 04 50.     (W)     SCALED    
 BM0391* NAVD 88     -       141.68   (+/-2cm)     464.8    (feet)  VERTCON   
 BM0391  ___________________________________________________________________
 BM0391  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BM0391
 BM0391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0391
 BM0391.The horizontal coordinates were scaled from a topographic map and have
 BM0391.an estimated accuracy of +/- 6 seconds.
 BM0391
 BM0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0391.The vertical order pertains to the NGVD 29 superseded value.
 BM0391
 BM0391.The geoid height was determined by GEOID03.
 BM0391
 BM0391;                    North         East    Units  Estimated Accuracy
 BM0391;SPC TX C     - 3,111,970.    1,011,750.      MT  (+/- 180 meters Scaled)
 BM0391
 BM0391                          SUPERSEDED SURVEY CONTROL
 BM0391
 BM0391  NGVD 29 (??/??/92)  141.618  (m)          464.63   (f) ADJ UNCH    2 0
 BM0391
 BM0391.Superseded values are not recommended for survey control.
 BM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0391.See file dsdata.txt to determine how the superseded data were derived.
 BM0391
 BM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU839907(NAD 83)
 BM0391_MARKER: DB = BENCH MARK DISK
 BM0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0391_STAMPING: 464.723 T 196 1933
 BM0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0391+STABILITY: SURFACE MOTION
 BM0391
 BM0391  HISTORY     - Date     Condition        Report By
 BM0391  HISTORY     - 1933     MONUMENTED       CGS
 BM0391  HISTORY     - 1962     MARK NOT FOUND   USGS
 BM0391  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0391
 BM0391                          STATION DESCRIPTION
 BM0391
 BM0391'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BM0391'5.4 MI SW FROM ROCKDALE.
 BM0391'5.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0391'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM ROCKDALE, MILAM COUNTY, 82
 BM0391'FEET NORTHWEST OF POLE 124/10, 42 YARDS EAST OF A ROAD CROSSING, 47
 BM0391'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A
 BM0391'CONCRETE POST.  NOTE-- MEASURED DISTANCES GIVEN AND DUG IN THE AREA -
 BM0391'UNABLE TO LOCATE.
 BM0391
 BM0391                          STATION RECOVERY (1999)
 BM0391
 BM0391'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0395 ***********************************************************************
 BZ0395  DESIGNATION -  T 197
 BZ0395  PID         -  BZ0395
 BZ0395  STATE/COUNTY-  TX/ROBERTSON
 BZ0395  USGS QUAD   -  FRANKLIN (1982)
 BZ0395
 BZ0395                         *CURRENT SURVEY CONTROL
 BZ0395  ___________________________________________________________________
 BZ0395* NAD 83(1986)-  31 02 19.     (N)    096 27 37.     (W)     SCALED    
 BZ0395* NAVD 88     -       126.35   (+/-2cm)     414.5    (feet)  VERTCON   
 BZ0395  ___________________________________________________________________
 BZ0395  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BZ0395
 BZ0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0395
 BZ0395.The horizontal coordinates were scaled from a topographic map and have
 BZ0395.an estimated accuracy of +/- 6 seconds.
 BZ0395
 BZ0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0395.The vertical order pertains to the NGVD 29 superseded value.
 BZ0395
 BZ0395.The geoid height was determined by GEOID03.
 BZ0395
 BZ0395;                    North         East    Units  Estimated Accuracy
 BZ0395;SPC TX C     - 3,158,520.    1,069,630.      MT  (+/- 180 meters Scaled)
 BZ0395
 BZ0395                          SUPERSEDED SURVEY CONTROL
 BZ0395
 BZ0395  NGVD 29 (??/??/92)  126.314  (m)          414.42   (f) ADJ UNCH    2 0
 BZ0395
 BZ0395.Superseded values are not recommended for survey control.
 BZ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0395.See file dsdata.txt to determine how the superseded data were derived.
 BZ0395
 BZ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV423366(NAD 83)
 BZ0395_MARKER: DB = BENCH MARK DISK
 BZ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0395_STAMPING: 414.412 T 197 1933
 BZ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0395+STABILITY: SURFACE MOTION
 BZ0395
 BZ0395  HISTORY     - Date     Condition        Report By
 BZ0395  HISTORY     - 1933     MONUMENTED       CGS
 BZ0395  HISTORY     - 19940820 GOOD             USPSQD
 BZ0395
 BZ0395                          STATION DESCRIPTION
 BZ0395
 BZ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0395'1.6 MI NE FROM FRANKLIN.
 BZ0395'1.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0395'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM FRANKLIN, ROBERTSON
 BZ0395'COUNTY, 250 FEET SOUTHWEST OF MILEPOST 75, AT THE SOUTHEAST CORNER OF
 BZ0395'A ROAD CROSSING, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 BZ0395'3 FEET FROM EACH FENCE.  A STANDARD DISK, STAMPED 414.412 T 197 1933
 BZ0395'AND SET IN THE TOP A CONCRETE POST.
 BZ0395
 BZ0395                          STATION RECOVERY (1994)
 BZ0395
 BZ0395'RECOVERY NOTE BY US POWER SQUADRON 1994
 BZ0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0992 ***********************************************************************
 BZ0992  DESIGNATION -  T 198
 BZ0992  PID         -  BZ0992
 BZ0992  STATE/COUNTY-  TX/CORYELL
 BZ0992  USGS QUAD   -  GATESVILLE EAST (1994)
 BZ0992
 BZ0992                         *CURRENT SURVEY CONTROL
 BZ0992  ___________________________________________________________________
 BZ0992* NAD 83(1986)-  31 23 40.     (N)    097 41 06.     (W)     SCALED    
 BZ0992* NAVD 88     -       234.163  (meters)     768.25   (feet)  ADJUSTED  
 BZ0992  ___________________________________________________________________
 BZ0992  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BZ0992  DYNAMIC HT  -         233.855 (meters)     767.24  (feet)  COMP
 BZ0992  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 BZ0992
 BZ0992  VERT ORDER  -  SECOND    CLASS 0
 BZ0992
 BZ0992.The horizontal coordinates were scaled from a topographic map and have
 BZ0992.an estimated accuracy of +/- 6 seconds.
 BZ0992
 BZ0992.The orthometric height was determined by differential leveling
 BZ0992.and adjusted by the National Geodetic Survey in June 1991..
 BZ0992
 BZ0992.The geoid height was determined by GEOID03.
 BZ0992
 BZ0992.The dynamic height is computed by dividing the NAVD 88
 BZ0992.geopotential number by the normal gravity value computed on the
 BZ0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0992.degrees latitude (g = 980.6199 gals.).
 BZ0992
 BZ0992.The modeled gravity was interpolated from observed gravity values.
 BZ0992
 BZ0992;                    North         East    Units  Estimated Accuracy
 BZ0992;SPC TX C     - 3,194,530.      951,830.      MT  (+/- 180 meters Scaled)
 BZ0992
 BZ0992                          SUPERSEDED SURVEY CONTROL
 BZ0992
 BZ0992  NGVD 29 (??/??/92)  234.106  (m)          768.06   (f) ADJ UNCH    2 0
 BZ0992
 BZ0992.Superseded values are not recommended for survey control.
 BZ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0992.See file dsdata.txt to determine how the superseded data were derived.
 BZ0992
 BZ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV250740(NAD 83)
 BZ0992_MARKER: DB = BENCH MARK DISK
 BZ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0992_STAMPING: T 198 1933
 BZ0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0992+STABILITY: SURFACE MOTION
 BZ0992
 BZ0992  HISTORY     - Date     Condition        Report By
 BZ0992  HISTORY     - 1933     MONUMENTED       CGS
 BZ0992  HISTORY     - 1957     MARK NOT FOUND   DOD
 BZ0992
 BZ0992                          STATION DESCRIPTION
 BZ0992
 BZ0992'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0992'4.0 MI SE FROM GATESVILLE.
 BZ0992'4.0 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0992'GATESVILLE, CORYELL COUNTY, 110 FEET NORTHWEST OF POLE 718+23, 45 FEET
 BZ0992'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 10 FEET SOUTHWEST OF THE
 BZ0992'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0795 ***********************************************************************
 BZ0795  DESIGNATION -  T 199
 BZ0795  PID         -  BZ0795
 BZ0795  STATE/COUNTY-  TX/BELL
 BZ0795  USGS QUAD   -  TEMPLE (1993)
 BZ0795
 BZ0795                         *CURRENT SURVEY CONTROL
 BZ0795  ___________________________________________________________________
 BZ0795* NAD 83(1986)-  31 05 52.     (N)    097 20 26.     (W)     SCALED    
 BZ0795* NAVD 88     -       224.419  (meters)     736.28   (feet)  ADJUSTED  
 BZ0795  ___________________________________________________________________
 BZ0795  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ0795  DYNAMIC HT  -         224.124 (meters)     735.31  (feet)  COMP
 BZ0795  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 BZ0795
 BZ0795  VERT ORDER  -  FIRST     CLASS II
 BZ0795
 BZ0795.The horizontal coordinates were scaled from a topographic map and have
 BZ0795.an estimated accuracy of +/- 6 seconds.
 BZ0795
 BZ0795.The orthometric height was determined by differential leveling
 BZ0795.and adjusted by the National Geodetic Survey in June 1991..
 BZ0795
 BZ0795.The geoid height was determined by GEOID03.
 BZ0795
 BZ0795.The dynamic height is computed by dividing the NAVD 88
 BZ0795.geopotential number by the normal gravity value computed on the
 BZ0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0795.degrees latitude (g = 980.6199 gals.).
 BZ0795
 BZ0795.The modeled gravity was interpolated from observed gravity values.
 BZ0795
 BZ0795;                    North         East    Units  Estimated Accuracy
 BZ0795;SPC TX C     - 3,162,490.      985,460.      MT  (+/- 180 meters Scaled)
 BZ0795
 BZ0795                          SUPERSEDED SURVEY CONTROL
 BZ0795
 BZ0795  NGVD 29 (??/??/92)  224.349  (m)          736.05   (f) ADJ UNCH    1 2
 BZ0795
 BZ0795.Superseded values are not recommended for survey control.
 BZ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0795.See file dsdata.txt to determine how the superseded data were derived.
 BZ0795
 BZ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV582416(NAD 83)
 BZ0795_MARKER: DB = BENCH MARK DISK
 BZ0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0795_SP_SET: STEP
 BZ0795_STAMPING: T-199 1933
 BZ0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0795
 BZ0795  HISTORY     - Date     Condition        Report By
 BZ0795  HISTORY     - 1933     MONUMENTED       CGS
 BZ0795  HISTORY     - 1954     GOOD             NGS
 BZ0795  HISTORY     - 1980     GOOD             NGS
 BZ0795  HISTORY     - 19950716 GOOD             USPSQD
 BZ0795  HISTORY     - 20010317 GOOD             USPSQD
 BZ0795  HISTORY     - 20031011 GOOD             USPSQD
 BZ0795
 BZ0795                          STATION DESCRIPTION
 BZ0795
 BZ0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0795'IN TEMPLE.
 BZ0795'IN TEMPLE POST OFFICE BUILDING, CORNER OF MAIN AND ADAMS STREETS, IN
 BZ0795'WEST STONE BANNISTER OF STEPS TO MAIN ENTRANCE.
 BZ0795
 BZ0795                          STATION RECOVERY (1954)
 BZ0795
 BZ0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BZ0795'RECOVERED IN GOOD CONDITION.
 BZ0795
 BZ0795                          STATION RECOVERY (1980)
 BZ0795
 BZ0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0795'IN TEMPLE, AT THE INTERSECTION OF NORTH MAIN STREET AND EAST ADAMS
 BZ0795'AVENUE, SET VERTICALLY AT THE TEMPLE PUBLIC LIBRARY, IN THE WEST FACE
 BZ0795'OF THE WEST STONE BANNISTER OF THE STEPS AT THE SOUTH ENTRANCE TO THE
 BZ0795'BUILDING, 10.2 M. (33.5 FT.) EAST OF THE EAST CURB OF THE STREET,
 BZ0795'5.0 M. (16.5 FT.) NORTH OF THE NORTH CURB OF THE AVENUE, 4.3 M.
 BZ0795'(14.0 FT.) SOUTH OF THE SOUTHWEST CORNER OF THE LIBRARY, 1.8 M.
 BZ0795'(6.0 FT.) WEST OF THE EXTENDED CENTER OF THE DOORS AT THE SOUTH
 BZ0795'ENTRANCE TO THE LIBRARY.
 BZ0795'THE MARK IS 0.7 M ABOVE THE SIDEWALK.
 BZ0795
 BZ0795                          STATION RECOVERY (1995)
 BZ0795
 BZ0795'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0795'RECOVERED IN GOOD CONDITION.
 BZ0795
 BZ0795                          STATION RECOVERY (2001)
 BZ0795
 BZ0795'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ0795'RECOVERED IN GOOD CONDITION.
 BZ0795
 BZ0795                          STATION RECOVERY (2003)
 BZ0795
 BZ0795'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0179 ***********************************************************************
 EO0179  DESIGNATION -  T 20
 EO0179  PID         -  EO0179
 EO0179  STATE/COUNTY-  TX/PARMER
 EO0179  USGS QUAD   -  SUMMERFIELD (1966)
 EO0179
 EO0179                         *CURRENT SURVEY CONTROL
 EO0179  ___________________________________________________________________
 EO0179* NAD 83(1986)-  34 43 23.     (N)    102 32 05.     (W)     SCALED    
 EO0179* NAVD 88     -      1198.053  (meters)    3930.61   (feet)  ADJUSTED  
 EO0179  ___________________________________________________________________
 EO0179  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 EO0179  DYNAMIC HT  -        1196.527 (meters)    3925.61  (feet)  COMP
 EO0179  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 EO0179
 EO0179  VERT ORDER  -  FIRST     CLASS II
 EO0179
 EO0179.The horizontal coordinates were scaled from a topographic map and have
 EO0179.an estimated accuracy of +/- 6 seconds.
 EO0179
 EO0179.The orthometric height was determined by differential leveling
 EO0179.and adjusted by the National Geodetic Survey in June 1991..
 EO0179
 EO0179.The geoid height was determined by GEOID03.
 EO0179
 EO0179.The dynamic height is computed by dividing the NAVD 88
 EO0179.geopotential number by the normal gravity value computed on the
 EO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0179.degrees latitude (g = 980.6199 gals.).
 EO0179
 EO0179.The modeled gravity was interpolated from observed gravity values.
 EO0179
 EO0179;                    North         East    Units  Estimated Accuracy
 EO0179;SPC TX N     - 1,080,710.      105,230.      MT  (+/- 180 meters Scaled)
 EO0179
 EO0179                          SUPERSEDED SURVEY CONTROL
 EO0179
 EO0179  NGVD 29 (??/??/92) 1197.504  (m)         3928.81   (f) ADJ UNCH    1 2
 EO0179
 EO0179.Superseded values are not recommended for survey control.
 EO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0179.See file dsdata.txt to determine how the superseded data were derived.
 EO0179
 EO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU257450(NAD 83)
 EO0179_MARKER: DB = BENCH MARK DISK
 EO0179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EO0179_STAMPING: T 20 1911 ELEV. 3928.811 FT.
 EO0179_MARK LOGO: CGS   
 EO0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0179+STABILITY: SURFACE MOTION
 EO0179
 EO0179  HISTORY     - Date     Condition        Report By
 EO0179  HISTORY     - 1911     MONUMENTED       CGS
 EO0179  HISTORY     - 1958     GOOD             NGS
 EO0179  HISTORY     - 1984     GOOD             NGS
 EO0179
 EO0179                          STATION DESCRIPTION
 EO0179
 EO0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0179'5.0 MI NE FROM BLACK.
 EO0179'ABOUT 5.0 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0179'FROM THE STATION AT BLACK, 11 TELEPHONE POLES NORTHEAST OF MILE POST
 EO0179'610, 9 1/2 FEET SOUTHEAST OF THE NEAR RAIL, IN THE TOP OF THE
 EO0179'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CULVERT, AND ABOUT 3 FEET
 EO0179'BELOW THE LEVEL OF THE TRACK.  NOTE-- 1911 WAS STAMPED ON THE MARK BY
 EO0179'THIS PARTY.
 EO0179
 EO0179                          STATION RECOVERY (1984)
 EO0179
 EO0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0179'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.3 KM
 EO0179'(10.1 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0179'RAILROAD FROM THE STATION IN HEREFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0696 ***********************************************************************
 BM0696  DESIGNATION -  T 200
 BM0696  PID         -  BM0696
 BM0696  STATE/COUNTY-  TX/WILLIAMSON
 BM0696  USGS QUAD   -  LEANDER (1987)
 BM0696
 BM0696                         *CURRENT SURVEY CONTROL
 BM0696  ___________________________________________________________________
 BM0696* NAD 83(1986)-  30 35 09.     (N)    097 51 18.     (W)     SCALED    
 BM0696* NAVD 88     -       294.756  (meters)     967.05   (feet)  ADJUSTED  
 BM0696  ___________________________________________________________________
 BM0696  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BM0696  DYNAMIC HT  -         294.355 (meters)     965.73  (feet)  COMP
 BM0696  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 BM0696
 BM0696  VERT ORDER  -  SECOND    CLASS 0
 BM0696
 BM0696.The horizontal coordinates were scaled from a topographic map and have
 BM0696.an estimated accuracy of +/- 6 seconds.
 BM0696
 BM0696.The orthometric height was determined by differential leveling
 BM0696.and adjusted by the National Geodetic Survey in June 1991..
 BM0696
 BM0696.The geoid height was determined by GEOID03.
 BM0696
 BM0696.The dynamic height is computed by dividing the NAVD 88
 BM0696.geopotential number by the normal gravity value computed on the
 BM0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0696.degrees latitude (g = 980.6199 gals.).
 BM0696
 BM0696.The modeled gravity was interpolated from observed gravity values.
 BM0696
 BM0696;                    North         East    Units  Estimated Accuracy
 BM0696;SPC TX C     - 3,104,540.      937,670.      MT  (+/- 180 meters Scaled)
 BM0696
 BM0696                          SUPERSEDED SURVEY CONTROL
 BM0696
 BM0696  NGVD 29 (??/??/92)  294.682  (m)          966.80   (f) ADJ UNCH    2 0
 BM0696
 BM0696.Superseded values are not recommended for survey control.
 BM0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0696.See file dsdata.txt to determine how the superseded data were derived.
 BM0696
 BM0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU097842(NAD 83)
 BM0696_MARKER: DB = BENCH MARK DISK
 BM0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0696_STAMPING: T-200 1933
 BM0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0696+STABILITY: SURFACE MOTION
 BM0696
 BM0696  HISTORY     - Date     Condition        Report By
 BM0696  HISTORY     - 1933     MONUMENTED       CGS
 BM0696  HISTORY     - 1990     GOOD             USPSQD
 BM0696  HISTORY     - 19991231 GOOD             USPSQD
 BM0696
 BM0696                          STATION DESCRIPTION
 BM0696
 BM0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0696'0.5 MI NW FROM LEANDER.
 BM0696'ALONG TEXAS AND NEW ORLEANS RAILROAD, 175 FEET SOUTHEAST OF MILEPOST
 BM0696'32, 46 FEET SOUTHWEST FROM CENTER OF TRACK, 26 FEET SOUTHEAST OF
 BM0696'PRIVATE ROAD, 75 FEET NORTHEAST OF STATE HIGHWAY NO. 29.
 BM0696
 BM0696                          STATION RECOVERY (1990)
 BM0696
 BM0696'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0696'RECOVERED IN GOOD CONDITION.
 BM0696
 BM0696                          STATION RECOVERY (1999)
 BM0696
 BM0696'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0097 ***********************************************************************
 BN0097  DESIGNATION -  T 202
 BN0097  PID         -  BN0097
 BN0097  STATE/COUNTY-  TX/BLANCO
 BN0097  USGS QUAD   -  JOHNSON CITY (1982)
 BN0097
 BN0097                         *CURRENT SURVEY CONTROL
 BN0097  ___________________________________________________________________
 BN0097* NAD 83(1986)-  30 16 41.     (N)    098 24 40.     (W)     SCALED    
 BN0097* NAVD 88     -       363.761  (meters)    1193.44   (feet)  ADJUSTED  
 BN0097  ___________________________________________________________________
 BN0097  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BN0097  DYNAMIC HT  -         363.262 (meters)    1191.80  (feet)  COMP
 BN0097  MODELED GRAV-     979,258.5   (mgal)                       NAVD 88
 BN0097
 BN0097  VERT ORDER  -  SECOND    CLASS 0
 BN0097
 BN0097.The horizontal coordinates were scaled from a topographic map and have
 BN0097.an estimated accuracy of +/- 6 seconds.
 BN0097
 BN0097.The orthometric height was determined by differential leveling
 BN0097.and adjusted by the National Geodetic Survey in June 1991..
 BN0097
 BN0097.The geoid height was determined by GEOID03.
 BN0097
 BN0097.The dynamic height is computed by dividing the NAVD 88
 BN0097.geopotential number by the normal gravity value computed on the
 BN0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0097.degrees latitude (g = 980.6199 gals.).
 BN0097
 BN0097.The modeled gravity was interpolated from observed gravity values.
 BN0097
 BN0097;                    North         East    Units  Estimated Accuracy
 BN0097;SPC TX C     - 3,069,380.      884,930.      MT  (+/- 180 meters Scaled)
 BN0097
 BN0097                          SUPERSEDED SURVEY CONTROL
 BN0097
 BN0097  NGVD 29 (??/??/92)  363.682  (m)         1193.18   (f) ADJ UNCH    2 0
 BN0097
 BN0097.Superseded values are not recommended for survey control.
 BN0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0097.See file dsdata.txt to determine how the superseded data were derived.
 BN0097
 BN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU566497(NAD 83)
 BN0097_MARKER: DB = BENCH MARK DISK
 BN0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0097_SP_SET: STEP
 BN0097_STAMPING: T 202 1933
 BN0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0097
 BN0097  HISTORY     - Date     Condition        Report By
 BN0097  HISTORY     - 1933     MONUMENTED       CGS
 BN0097  HISTORY     - 1953     GOOD             NGS
 BN0097  HISTORY     - 1983     GOOD             USPSQD
 BN0097  HISTORY     - 1990     GOOD             USPSQD
 BN0097  HISTORY     - 1991     GOOD             USPSQD
 BN0097  HISTORY     - 20060130 GOOD             USPSQD
 BN0097
 BN0097                          STATION DESCRIPTION
 BN0097
 BN0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0097'IN JOHNSON CITY.
 BN0097'AT JOHNSON CITY, AT THE SOUTH MAIN ENTRANCE TO THE COURTHOUSE, 3 FEET
 BN0097'WEST OF THE CENTER OF THE ENTRANCE, 0.6 FOOT SOUTH OF THE SOUTH WALL
 BN0097'OF THE BUILDING, SET IN THE TOP OF THE WEST END OF THE TOP STEP.
 BN0097
 BN0097                          STATION RECOVERY (1983)
 BN0097
 BN0097'RECOVERY NOTE BY US POWER SQUADRON 1983
 BN0097'LOCATED BENCH MARK AT THE BLANCO COUNTY COURTHOUSE, AT THE SOUTH MAIN
 BN0097'ENTRANCE, 3 FEET WEST OF THE CENTER OF THE ENTRANCE, 0.6 FOOT SOUTH
 BN0097'OF THE SOUTH WALL OF THE BUILDING, AND IN THE TOP OF THE WEST END OF
 BN0097'THE TOP STEP.
 BN0097
 BN0097                          STATION RECOVERY (1990)
 BN0097
 BN0097'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0097'RECOVERED IN GOOD CONDITION.
 BN0097
 BN0097                          STATION RECOVERY (1991)
 BN0097
 BN0097'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0097'RECOVERED IN GOOD CONDITION.
 BN0097
 BN0097                          STATION RECOVERY (2006)
 BN0097
 BN0097'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BN0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0282 ***********************************************************************
 AJ0282  DESIGNATION -  T 203
 AJ0282  PID         -  AJ0282
 AJ0282  STATE/COUNTY-  TX/BROOKS
 AJ0282  USGS QUAD   -  FLOWELLA (1963)
 AJ0282
 AJ0282                         *CURRENT SURVEY CONTROL
 AJ0282  ___________________________________________________________________
 AJ0282* NAD 83(1986)-  27 13 38.     (N)    098 05 41.     (W)     SCALED    
 AJ0282* NAVD 88     -        31.160  (meters)     102.23   (feet)  ADJUSTED  
 AJ0282  ___________________________________________________________________
 AJ0282  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AJ0282  DYNAMIC HT  -          31.111 (meters)     102.07  (feet)  COMP
 AJ0282  MODELED GRAV-     979,072.1   (mgal)                       NAVD 88
 AJ0282
 AJ0282  VERT ORDER  -  SECOND    CLASS 0
 AJ0282
 AJ0282.The horizontal coordinates were scaled from a topographic map and have
 AJ0282.an estimated accuracy of +/- 6 seconds.
 AJ0282
 AJ0282.The orthometric height was determined by differential leveling
 AJ0282.and adjusted by the National Geodetic Survey in June 1991..
 AJ0282
 AJ0282.The geoid height was determined by GEOID03.
 AJ0282
 AJ0282.The dynamic height is computed by dividing the NAVD 88
 AJ0282.geopotential number by the normal gravity value computed on the
 AJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0282.degrees latitude (g = 980.6199 gals.).
 AJ0282
 AJ0282.The modeled gravity was interpolated from observed gravity values.
 AJ0282
 AJ0282;                    North         East    Units  Estimated Accuracy
 AJ0282;SPC TX S     - 5,172,960.      340,140.      MT  (+/- 180 meters Scaled)
 AJ0282
 AJ0282                          SUPERSEDED SURVEY CONTROL
 AJ0282
 AJ0282  NGVD 29 (??/??/92)   31.263  (m)          102.57   (f) ADJ UNCH    2 0
 AJ0282
 AJ0282.Superseded values are not recommended for survey control.
 AJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0282.See file dsdata.txt to determine how the superseded data were derived.
 AJ0282
 AJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR896119(NAD 83)
 AJ0282_MARKER: DB = BENCH MARK DISK
 AJ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0282_STAMPING: T-203 1934
 AJ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0282+STABILITY: SURFACE MOTION
 AJ0282
 AJ0282  HISTORY     - Date     Condition        Report By
 AJ0282  HISTORY     - 1934     MONUMENTED       CGS
 AJ0282  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0282
 AJ0282                          STATION DESCRIPTION
 AJ0282
 AJ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AJ0282'3.0 MI E FROM FALFURRIAS.
 AJ0282'ABOUT 3.0 MILES E OF, AND ALONG STATE HWY NO. 16 ABOUT 0.6 MILES W OF
 AJ0282'CONCRETE BRIDGE OVER SNALL CREEK.  0.3 MILES E OF PRIVATE ENTRANCE TO
 AJ0282'RANCH HOUSE.  45 FT. N OF CENTER-LINE OF HWY, AND 2.5 FT. N OF R/W
 AJ0282'FENCE.
 AJ0282
 AJ0282                          STATION RECOVERY (1957)
 AJ0282
 AJ0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AJ0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0431 ***********************************************************************
 BZ0431  DESIGNATION -  T 204
 BZ0431  PID         -  BZ0431
 BZ0431  STATE/COUNTY-  TX/LEON
 BZ0431  USGS QUAD   -  NORMANGEE (1982)
 BZ0431
 BZ0431                         *CURRENT SURVEY CONTROL
 BZ0431  ___________________________________________________________________
 BZ0431* NAD 83(1986)-  31 03 27.     (N)    096 06 14.     (W)     SCALED    
 BZ0431* NAVD 88     -       129.00   (+/-2cm)     423.2    (feet)  VERTCON   
 BZ0431  ___________________________________________________________________
 BZ0431  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BZ0431
 BZ0431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0431
 BZ0431.The horizontal coordinates were scaled from a topographic map and have
 BZ0431.an estimated accuracy of +/- 6 seconds.
 BZ0431
 BZ0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0431.The vertical order pertains to the NGVD 29 superseded value.
 BZ0431
 BZ0431.The geoid height was determined by GEOID03.
 BZ0431
 BZ0431;                    North         East    Units  Estimated Accuracy
 BZ0431;SPC TX C     - 3,161,850.    1,103,540.      MT  (+/- 180 meters Scaled)
 BZ0431
 BZ0431                          SUPERSEDED SURVEY CONTROL
 BZ0431
 BZ0431  NGVD 29 (??/??/92)  128.980  (m)          423.16   (f) ADJ UNCH    2 0
 BZ0431
 BZ0431.Superseded values are not recommended for survey control.
 BZ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0431.See file dsdata.txt to determine how the superseded data were derived.
 BZ0431
 BZ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV763395(NAD 83)
 BZ0431_MARKER: DB = BENCH MARK DISK
 BZ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0431_STAMPING: T 204 1933
 BZ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0431+STABILITY: SURFACE MOTION
 BZ0431
 BZ0431  HISTORY     - Date     Condition        Report By
 BZ0431  HISTORY     - 1933     MONUMENTED       CGS
 BZ0431  HISTORY     - 1947     GOOD             NGS
 BZ0431
 BZ0431                          STATION DESCRIPTION
 BZ0431
 BZ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0431'2.0 MI N FROM NORMANGEE.
 BZ0431'ABOUT 2.0 MILES NORTH ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM
 BZ0431'THE STATION AT NORMANGEE.  ABOUT 21 POLES NORTH OF MILEPOST 161, 46
 BZ0431'FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE TRACK, 42 FEET
 BZ0431'NORTH OF THE NORTH END OF A STEEL GATE, 14 FEET NORTHEAST OF A 30 INCH
 BZ0431'OAK TREE, 14 FEET SOUTHWEST OF A POLE, 3 FEET EAST OF A RIGHT-OF-WAY
 BZ0431'FENCE, AND 3 FEET SOUTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET
 BZ0431'IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE SURFACE
 BZ0431'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1689 ***********************************************************************
 BL1689  DESIGNATION -  T 205
 BL1689  PID         -  BL1689
 BL1689  STATE/COUNTY-  TX/WALKER
 BL1689  USGS QUAD   -  HUNTSVILLE (1976)
 BL1689
 BL1689                         *CURRENT SURVEY CONTROL
 BL1689  ___________________________________________________________________
 BL1689* NAD 83(1986)-  30 42 21.     (N)    095 30 59.     (W)     SCALED    
 BL1689* NAVD 88     -       124.67   (+/-2cm)     409.0    (feet)  VERTCON   
 BL1689  ___________________________________________________________________
 BL1689  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1689
 BL1689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1689
 BL1689.The horizontal coordinates were scaled from a topographic map and have
 BL1689.an estimated accuracy of +/- 6 seconds.
 BL1689
 BL1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1689.The vertical order pertains to the NGVD 29 superseded value.
 BL1689
 BL1689.The geoid height was determined by GEOID03.
 BL1689
 BL1689;                    North         East    Units  Estimated Accuracy
 BL1689;SPC TX C     - 3,125,190.    1,161,250.      MT  (+/- 180 meters Scaled)
 BL1689
 BL1689                          SUPERSEDED SURVEY CONTROL
 BL1689
 BL1689  NGVD 29 (??/??/92)  124.668  (m)          409.01   (f) ADJ UNCH    2 0
 BL1689
 BL1689.Superseded values are not recommended for survey control.
 BL1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1689.See file dsdata.txt to determine how the superseded data were derived.
 BL1689
 BL1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP589997(NAD 83)
 BL1689_MARKER: DB = BENCH MARK DISK
 BL1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1689_STAMPING: T 205 1933 408.700
 BL1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1689+STABILITY: SURFACE MOTION
 BL1689
 BL1689  HISTORY     - Date     Condition        Report By
 BL1689  HISTORY     - 1933     MONUMENTED       CGS
 BL1689  HISTORY     - 1947     GOOD             NGS
 BL1689
 BL1689                          STATION DESCRIPTION
 BL1689
 BL1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1689'2.4 MI E FROM HUNTSVILLE.
 BL1689'2.4 MILES EAST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD WHICH
 BL1689'LEADS TO PHELPS FROM THE STATION AT HUNTSVILLE, 233.0 FEET WEST OF THE
 BL1689'SWITCH STAND FOR A SPUR LINE WHICH LEAD TO GULF OIL COMPANY WAREHOUSE,
 BL1689'63.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 63.0 FEET EAST OF
 BL1689'THE NORTHEAST CORNER OF THE GULF OIL COMPANY WAREHOUSE, 56.0 FEET
 BL1689'SOUTHEAST OF THE SECOND TELEPHONE POLE EAST OF POLE NO.4/20, 2.5 FEET
 BL1689'SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE
 BL1689'THE TRACK AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0068 ***********************************************************************
 BM0068  DESIGNATION -  T 206
 BM0068  PID         -  BM0068
 BM0068  STATE/COUNTY-  TX/GRIMES
 BM0068  USGS QUAD   -  COURTNEY (1989)
 BM0068
 BM0068                         *CURRENT SURVEY CONTROL
 BM0068  ___________________________________________________________________
 BM0068* NAD 83(1986)-  30 22 29.     (N)    096 04 59.     (W)     SCALED    
 BM0068* NAVD 88     -        66.56   (+/-2cm)     218.4    (feet)  VERTCON   
 BM0068  ___________________________________________________________________
 BM0068  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BM0068
 BM0068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0068
 BM0068.The horizontal coordinates were scaled from a topographic map and have
 BM0068.an estimated accuracy of +/- 6 seconds.
 BM0068
 BM0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0068.The vertical order pertains to the NGVD 29 superseded value.
 BM0068
 BM0068.The geoid height was determined by GEOID03.
 BM0068
 BM0068;                    North         East    Units  Estimated Accuracy
 BM0068;SPC TX C     - 3,086,300.    1,108,420.      MT  (+/- 180 meters Scaled)
 BM0068
 BM0068                          SUPERSEDED SURVEY CONTROL
 BM0068
 BM0068  NGVD 29 (??/??/92)   66.538  (m)          218.30   (f) ADJ UNCH    2 0
 BM0068
 BM0068.Superseded values are not recommended for survey control.
 BM0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0068.See file dsdata.txt to determine how the superseded data were derived.
 BM0068
 BM0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU803639(NAD 83)
 BM0068_MARKER: DB = BENCH MARK DISK
 BM0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0068_SP_SET: CONCRETE BASE
 BM0068_STAMPING: T-206 1933
 BM0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0068
 BM0068  HISTORY     - Date     Condition        Report By
 BM0068  HISTORY     - 1933     MONUMENTED       CGS
 BM0068  HISTORY     - 1954     GOOD             NGS
 BM0068  HISTORY     - 19910622 GOOD             USPSQD
 BM0068  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BM0068
 BM0068                          STATION DESCRIPTION
 BM0068
 BM0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0068'1.0 MI S FROM NAVASOTA.
 BM0068'1.0 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RAILROAD ABOUT 300
 BM0068'YARDS NORTH OF MILEPOST 70, AT A WATER TOWER SET HORIZONTAL IN
 BM0068'CONCRETE BASE OF WEST LEG OF TOWER.
 BM0068
 BM0068                          STATION RECOVERY (1954)
 BM0068
 BM0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0068'RECOVERED IN GOOD CONDITION.
 BM0068
 BM0068                          STATION RECOVERY (1991)
 BM0068
 BM0068'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0068'RECOVERED IN GOOD CONDITION.
 BM0068
 BM0068                          STATION RECOVERY (1999)
 BM0068
 BM0068'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0119 ***********************************************************************
 BM0119  DESIGNATION -  T 207
 BM0119  PID         -  BM0119
 BM0119  STATE/COUNTY-  TX/WASHINGTON
 BM0119  USGS QUAD   -  GAY HILL (1988)
 BM0119
 BM0119                         *CURRENT SURVEY CONTROL
 BM0119  ___________________________________________________________________
 BM0119* NAD 83(1986)-  30 15 02.     (N)    096 28 15.     (W)     SCALED    
 BM0119* NAVD 88     -       116.29   (+/-2cm)     381.5    (feet)  VERTCON   
 BM0119  ___________________________________________________________________
 BM0119  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BM0119
 BM0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0119
 BM0119.The horizontal coordinates were scaled from a topographic map and have
 BM0119.an estimated accuracy of +/- 6 seconds.
 BM0119
 BM0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0119.The vertical order pertains to the NGVD 29 superseded value.
 BM0119
 BM0119.The geoid height was determined by GEOID03.
 BM0119
 BM0119;                    North         East    Units  Estimated Accuracy
 BM0119;SPC TX C     - 3,071,180.    1,071,650.      MT  (+/- 180 meters Scaled)
 BM0119
 BM0119                          SUPERSEDED SURVEY CONTROL
 BM0119
 BM0119  NGVD 29 (??/??/92)  116.251  (m)          381.40   (f) ADJ UNCH    2 0
 BM0119
 BM0119.Superseded values are not recommended for survey control.
 BM0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0119.See file dsdata.txt to determine how the superseded data were derived.
 BM0119
 BM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU433492(NAD 83)
 BM0119_MARKER: DB = BENCH MARK DISK
 BM0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0119_SP_SET: CULVERT
 BM0119_STAMPING: T 207 1933 381.482
 BM0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0119
 BM0119  HISTORY     - Date     Condition        Report By
 BM0119  HISTORY     - 1933     MONUMENTED       CGS
 BM0119  HISTORY     - 1954     GOOD             NGS
 BM0119  HISTORY     - 19910624 MARK NOT FOUND   USPSQD
 BM0119  HISTORY     - 19940820 GOOD             USPSQD
 BM0119  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0119
 BM0119                          STATION DESCRIPTION
 BM0119
 BM0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0119'2.0 MI SE FROM GAY HILL.
 BM0119'2.0 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BM0119'FROM THE STATION AT GAY HILL, 0.15 MILE SOUTHEAST OF A GRAVELED ROAD
 BM0119'CROSSING, 18 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET BELOW THE
 BM0119'TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 BM0119'HEADWALL OF A CONCRETE CULVERT.
 BM0119
 BM0119                          STATION RECOVERY (1991)
 BM0119
 BM0119'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0119'MARK NOT FOUND.
 BM0119
 BM0119                          STATION RECOVERY (1994)
 BM0119
 BM0119'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0119'RECOVERED IN GOOD CONDITION.
 BM0119
 BM0119                          STATION RECOVERY (1999)
 BM0119
 BM0119'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0199 ***********************************************************************
 BM0199  DESIGNATION -  T 208
 BM0199  PID         -  BM0199
 BM0199  STATE/COUNTY-  TX/AUSTIN
 BM0199  USGS QUAD   -  KENNEY (1989)
 BM0199
 BM0199                         *CURRENT SURVEY CONTROL
 BM0199  ___________________________________________________________________
 BM0199* NAD 83(1986)-  30 03 27.     (N)    096 20 11.     (W)     SCALED    
 BM0199* NAVD 88     -       116.46   (+/-2cm)     382.1    (feet)  VERTCON   
 BM0199  ___________________________________________________________________
 BM0199  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BM0199
 BM0199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0199
 BM0199.The horizontal coordinates were scaled from a topographic map and have
 BM0199.an estimated accuracy of +/- 6 seconds.
 BM0199
 BM0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0199.The vertical order pertains to the NGVD 29 superseded value.
 BM0199
 BM0199.The geoid height was determined by GEOID03.
 BM0199
 BM0199;                    North         East    Units  Estimated Accuracy
 BM0199;SPC TXSC     - 4,249,430.      856,820.      MT  (+/- 180 meters Scaled)
 BM0199
 BM0199                          SUPERSEDED SURVEY CONTROL
 BM0199
 BM0199  NGVD 29 (??/??/92)  116.424  (m)          381.97   (f) ADJ UNCH    2 0
 BM0199
 BM0199.Superseded values are not recommended for survey control.
 BM0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0199.See file dsdata.txt to determine how the superseded data were derived.
 BM0199
 BM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU567281(NAD 83)
 BM0199_MARKER: DB = BENCH MARK DISK
 BM0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0199_SP_SET: ABUTMENT
 BM0199_STAMPING: T 208 1933 382.014
 BM0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0199
 BM0199  HISTORY     - Date     Condition        Report By
 BM0199  HISTORY     - 1933     MONUMENTED       CGS
 BM0199  HISTORY     - 1954     GOOD             NGS
 BM0199  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0199
 BM0199                          STATION DESCRIPTION
 BM0199
 BM0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0199'1.0 MI NW FROM KENNEY.
 BM0199'1.0 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BM0199'THE STATION AT KENNEY, 2 1/2 POLES NORTHWEST OF MILEPOST 117, 7 FEET
 BM0199'SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET BELOW THE TOP OF THE RAILS,
 BM0199'SET IN THE TOP OF SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 BM0199'THE UNDERPASS OF STATE HIGHWAY 36.
 BM0199
 BM0199                          STATION RECOVERY (1991)
 BM0199
 BM0199'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1639 ***********************************************************************
 AX1639  DESIGNATION -  T 209
 AX1639  PID         -  AX1639
 AX1639  STATE/COUNTY-  TX/LAVACA
 AX1639  USGS QUAD   -  YOAKUM (1987)
 AX1639
 AX1639                         *CURRENT SURVEY CONTROL
 AX1639  ___________________________________________________________________
 AX1639* NAD 83(1986)-  29 17 28.     (N)    097 08 58.     (W)     SCALED    
 AX1639* NAVD 88     -       100.38   (+/-2cm)     329.3    (feet)  VERTCON   
 AX1639  ___________________________________________________________________
 AX1639  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX1639
 AX1639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1639
 AX1639.The horizontal coordinates were scaled from a topographic map and have
 AX1639.an estimated accuracy of +/- 6 seconds.
 AX1639
 AX1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1639.The vertical order pertains to the NGVD 29 superseded value.
 AX1639
 AX1639.The geoid height was determined by GEOID03.
 AX1639
 AX1639;                    North         East    Units  Estimated Accuracy
 AX1639;SPC TXSC     - 4,162,980.      779,780.      MT  (+/- 180 meters Scaled)
 AX1639
 AX1639                          SUPERSEDED SURVEY CONTROL
 AX1639
 AX1639  NGVD 29 (??/??/92)  100.369  (m)          329.29   (f) ADJ UNCH    2 0
 AX1639
 AX1639.Superseded values are not recommended for survey control.
 AX1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1639.See file dsdata.txt to determine how the superseded data were derived.
 AX1639
 AX1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT797416(NAD 83)
 AX1639_MARKER: DB = BENCH MARK DISK
 AX1639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1639_STAMPING: T 209 1934 329.432
 AX1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX1639+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX1639
 AX1639  HISTORY     - Date     Condition        Report By
 AX1639  HISTORY     - 1934     MONUMENTED       CGS
 AX1639  HISTORY     - 1943     GOOD             NGS
 AX1639  HISTORY     - 20030517 GOOD             USPSQD
 AX1639
 AX1639                          STATION DESCRIPTION
 AX1639
 AX1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1639'IN YOAKUM.
 AX1639'BENCH MARK IS NEAR THE INTERSECTION OF LOTT AND NELSON STREETS, AT THE
 AX1639'POST OFFICE, IN THE TOP OF THE WEST PARAPET OF THE CONCRETE STEPS. IT
 AX1639'IS 25.0 FEET WEST OF THE CENTERLINE OF THE NORTH ENTRANCE TO THE POST
 AX1639'OFFICE.  A DISK SET IN A DRILL HOLE.
 AX1639
 AX1639                          STATION RECOVERY (2003)
 AX1639
 AX1639'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0493 ***********************************************************************
 CC0493  DESIGNATION -  T 21
 CC0493  PID         -  CC0493
 CC0493  STATE/COUNTY-  TX/REEVES
 CC0493  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0493
 CC0493                         *CURRENT SURVEY CONTROL
 CC0493  ___________________________________________________________________
 CC0493* NAD 83(1986)-  31 44 17.     (N)    103 45 00.     (W)     SCALED    
 CC0493* NAVD 88     -       827.992  (meters)    2716.50   (feet)  POSTED    
 CC0493  ___________________________________________________________________
 CC0493  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CC0493  DYNAMIC HT  -         826.770 (meters)    2712.49  (feet)  COMP
 CC0493  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 CC0493
 CC0493  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0493
 CC0493.The horizontal coordinates were scaled from a topographic map and have
 CC0493.an estimated accuracy of +/- 6 seconds.
 CC0493
 CC0493.The orthometric height was determined by differential leveling
 CC0493.and adjusted by the National Geodetic Survey in 1992..
 CC0493.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0493.rate of 4.1 thru 8.0 mm/km.
 CC0493
 CC0493.The geoid height was determined by GEOID03.
 CC0493
 CC0493.The dynamic height is computed by dividing the NAVD 88
 CC0493.geopotential number by the normal gravity value computed on the
 CC0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0493.degrees latitude (g = 980.6199 gals.).
 CC0493
 CC0493.The modeled gravity was interpolated from observed gravity values.
 CC0493
 CC0493;                    North         East    Units  Estimated Accuracy
 CC0493;SPC TX C     - 3,234,600.      376,300.      MT  (+/- 180 meters Scaled)
 CC0493
 CC0493                          SUPERSEDED SURVEY CONTROL
 CC0493
 CC0493.No superseded survey control is available for this station.
 CC0493
 CC0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR184120(NAD 83)
 CC0493_MARKER: X = CHISELED CROSS
 CC0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0493_SP_SET: MILEPOST
 CC0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0493
 CC0493  HISTORY     - Date     Condition        Report By
 CC0493  HISTORY     - UNK      MONUMENTED       CGS
 CC0493  HISTORY     - 1957     MARK NOT FOUND   NGS
 CC0493
 CC0493                          STATION DESCRIPTION
 CC0493
 CC0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0493'8.2 MI NW FROM ARNO.
 CC0493'ABOUT 1.8 MILES SOUTH OF RIVERTON, REEVES COUNTY, A CROSS CUT ON THE
 CC0493'TOP OF MILEPOST 243 OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY.
 CC0493'NOTE-- THE OLD MILEPOST WAS FOUND, BUT THERE WERE WAS NO CHISELED
 CC0493'CROSS ON THE TOP.  THE TOP WAS BADLY BATTERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0126 ***********************************************************************
 AX0126  DESIGNATION -  T 210 RESET 1969
 AX0126  PID         -  AX0126
 AX0126  STATE/COUNTY-  TX/COLORADO
 AX0126  USGS QUAD   -  ALTAIR (1981)
 AX0126
 AX0126                         *CURRENT SURVEY CONTROL
 AX0126  ___________________________________________________________________
 AX0126* NAD 83(1986)-  29 34 11.     (N)    096 28 00.     (W)     SCALED    
 AX0126* NAVD 88     -        61.77   (+/-2cm)     202.7    (feet)  VERTCON   
 AX0126  ___________________________________________________________________
 AX0126  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0126
 AX0126  VERT ORDER  -  THIRD (See Below)
 AX0126
 AX0126.The horizontal coordinates were scaled from a topographic map and have
 AX0126.an estimated accuracy of +/- 6 seconds.
 AX0126
 AX0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0126.The vertical order pertains to the NGVD 29 superseded value.
 AX0126
 AX0126.The geoid height was determined by GEOID03.
 AX0126
 AX0126;                    North         East    Units  Estimated Accuracy
 AX0126;SPC TXSC     - 4,195,100.      845,430.      MT  (+/- 180 meters Scaled)
 AX0126
 AX0126                          SUPERSEDED SURVEY CONTROL
 AX0126
 AX0126  NGVD 29 (??/??/??)   61.75   (m)          202.6    (f) RESET       3  
 AX0126
 AX0126.Superseded values are not recommended for survey control.
 AX0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0126.See file dsdata.txt to determine how the superseded data were derived.
 AX0126
 AX0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT454737(NAD 83)
 AX0126_MARKER: DB = BENCH MARK DISK
 AX0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0126_SP_SET: CULVERT
 AX0126_STAMPING: T 210 RESET 1969
 AX0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0126
 AX0126  HISTORY     - Date     Condition        Report By
 AX0126  HISTORY     - 1969     MONUMENTED       TXHD
 AX0126
 AX0126                          STATION DESCRIPTION
 AX0126
 AX0126'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1969
 AX0126'7 MI NE FROM ROCK ISLAND.
 AX0126'ABOUT 7 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEAN RAILWAY FROM
 AX0126'THE STATION AT ROCK ISLAND, ABOUT 0.2 MILE WEST OF THE STATION AT
 AX0126'ALTAIR, ABOUT 500 FEET WEST OF MILE POST 70, SET IN THE TOP OF THE
 AX0126'EAST HEADWALL OF A CONCRETE CULVERT UNDER STATE HIGHWAY 71, 50 FEET
 AX0126'RIGHT OF CENTER LINE OF STATE HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0036 ***********************************************************************
 CB0036  DESIGNATION -  T 211
 CB0036  PID         -  CB0036
 CB0036  STATE/COUNTY-  TX/TOM GREEN
 CB0036  USGS QUAD   -  HARRIET (1984)
 CB0036
 CB0036                         *CURRENT SURVEY CONTROL
 CB0036  ___________________________________________________________________
 CB0036* NAD 83(1986)-  31 32 27.     (N)    100 19 37.     (W)     SCALED    
 CB0036* NAVD 88     -       558.420  (meters)    1832.08   (feet)  ADJUSTED  
 CB0036  ___________________________________________________________________
 CB0036  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CB0036  DYNAMIC HT  -         557.660 (meters)    1829.59  (feet)  COMP
 CB0036  MODELED GRAV-     979,262.2   (mgal)                       NAVD 88
 CB0036
 CB0036  VERT ORDER  -  SECOND    CLASS 0
 CB0036
 CB0036.The horizontal coordinates were scaled from a topographic map and have
 CB0036.an estimated accuracy of +/- 6 seconds.
 CB0036
 CB0036.The orthometric height was determined by differential leveling
 CB0036.and adjusted by the National Geodetic Survey in June 1991..
 CB0036
 CB0036.The geoid height was determined by GEOID03.
 CB0036
 CB0036.The dynamic height is computed by dividing the NAVD 88
 CB0036.geopotential number by the normal gravity value computed on the
 CB0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0036.degrees latitude (g = 980.6199 gals.).
 CB0036
 CB0036.The modeled gravity was interpolated from observed gravity values.
 CB0036
 CB0036;                    North         East    Units  Estimated Accuracy
 CB0036;SPC TX C     - 3,207,770.      700,610.      MT  (+/- 180 meters Scaled)
 CB0036
 CB0036                          SUPERSEDED SURVEY CONTROL
 CB0036
 CB0036  NGVD 29 (??/??/92)  558.270  (m)         1831.59   (f) ADJ UNCH    2 0
 CB0036
 CB0036.Superseded values are not recommended for survey control.
 CB0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0036.See file dsdata.txt to determine how the superseded data were derived.
 CB0036
 CB0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV740903(NAD 83)
 CB0036_MARKER: DB = BENCH MARK DISK
 CB0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0036_STAMPING: 1831.561 T 211 1934
 CB0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0036+STABILITY: SURFACE MOTION
 CB0036
 CB0036  HISTORY     - Date     Condition        Report By
 CB0036  HISTORY     - 1934     MONUMENTED       CGS
 CB0036  HISTORY     - 1940     GOOD             NGS
 CB0036
 CB0036                          STATION DESCRIPTION
 CB0036
 CB0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0036'8.1 MI NE FROM SAN ANGELO.
 CB0036'8.1 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0036'SAN ANGELO, TOM GREEN COUNTY, 600 FEET NORTH OF MILEPOST 64, 105 FEET
 CB0036'WEST OF THE CENTERLINE OF THE TRACK, 6 FEET SOUTHWEST OF A FENCE
 CB0036'INTERSECTING THE RIGHT-OF-WAY FENCE, AND 30 FEET SOUTHEAST OF THE
 CB0036'INTERSECTION OF THE FENCES.  A STANDARD DISK, STAMPED 1831.561 T 211
 CB0036'1934 AND SET IN THE TOP OF A CONCRETE POST.
 CB0036
 CB0036                          STATION RECOVERY (1940)
 CB0036
 CB0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0080 ***********************************************************************
 AX0080  DESIGNATION -  T 212
 AX0080  PID         -  AX0080
 AX0080  STATE/COUNTY-  TX/COLORADO
 AX0080  USGS QUAD   -  EAGLE LAKE (1981)
 AX0080
 AX0080                         *CURRENT SURVEY CONTROL
 AX0080  ___________________________________________________________________
 AX0080* NAD 83(1986)-  29 33 33.     (N)    096 19 44.     (W)     SCALED    
 AX0080* NAVD 88     -        52.19   (+/-2cm)     171.2    (feet)  VERTCON   
 AX0080  ___________________________________________________________________
 AX0080  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0080
 AX0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0080
 AX0080.The horizontal coordinates were scaled from a topographic map and have
 AX0080.an estimated accuracy of +/- 6 seconds.
 AX0080
 AX0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0080.The vertical order pertains to the NGVD 29 superseded value.
 AX0080
 AX0080.The geoid height was determined by GEOID03.
 AX0080
 AX0080;                    North         East    Units  Estimated Accuracy
 AX0080;SPC TXSC     - 4,194,220.      858,800.      MT  (+/- 180 meters Scaled)
 AX0080
 AX0080                          SUPERSEDED SURVEY CONTROL
 AX0080
 AX0080  NGVD 29 (??/??/92)   52.181  (m)          171.20   (f) ADJ UNCH    2 0
 AX0080
 AX0080.Superseded values are not recommended for survey control.
 AX0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0080.See file dsdata.txt to determine how the superseded data were derived.
 AX0080
 AX0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT588729(NAD 83)
 AX0080_MARKER: DB = BENCH MARK DISK
 AX0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0080_STAMPING: 171.095 T 212 1934
 AX0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0080+STABILITY: SURFACE MOTION
 AX0080
 AX0080  HISTORY     - Date     Condition        Report By
 AX0080  HISTORY     - 1934     MONUMENTED       CGS
 AX0080  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0080
 AX0080                          STATION DESCRIPTION
 AX0080
 AX0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0080'1.8 MI S FROM EAGLE LAKE.
 AX0080'ABOUT 1.8 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AX0080'FROM THE CROSSING OF U. S. HIGHWAY 90 A AT THE SOUTHEAST PART OF EAGLE
 AX0080'LAKE, COLORADO COUNTY, AT A GRAVEL-ROAD CROSSING, 98 FEET NORTH OF THE
 AX0080'CENTER LINE OF THE ROAD, 46.5 FEET WEST OF THE CENTER LINE OF THE
 AX0080'TRACK, 20 FEET SOUTH OF A POLE, 2.6 FEET SOUTH OF A WHITE WOODEN
 AX0080'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 AX0080'STAMPED 171.095 T 212 1934 AND SET IN THE TOP OF A CONCRETE POST
 AX0080'PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AX0080
 AX0080                          STATION RECOVERY (1991)
 AX0080
 AX0080'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0645 ***********************************************************************
 CT0645  DESIGNATION -  T 212
 CT0645  PID         -  CT0645
 CT0645  STATE/COUNTY-  TX/RUNNELS
 CT0645  USGS QUAD   -  BRADSHAW (1967)
 CT0645
 CT0645                         *CURRENT SURVEY CONTROL
 CT0645  ___________________________________________________________________
 CT0645* NAD 83(1986)-  32 02 50.     (N)    099 56 35.     (W)     SCALED    
 CT0645* NAVD 88     -       585.566  (meters)    1921.14   (feet)  ADJUSTED  
 CT0645  ___________________________________________________________________
 CT0645  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CT0645  DYNAMIC HT  -         584.801 (meters)    1918.63  (feet)  COMP
 CT0645  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 CT0645
 CT0645  VERT ORDER  -  SECOND    CLASS 0
 CT0645
 CT0645.The horizontal coordinates were scaled from a topographic map and have
 CT0645.an estimated accuracy of +/- 6 seconds.
 CT0645
 CT0645.The orthometric height was determined by differential leveling
 CT0645.and adjusted by the National Geodetic Survey in June 1991..
 CT0645
 CT0645.The geoid height was determined by GEOID03.
 CT0645
 CT0645.The dynamic height is computed by dividing the NAVD 88
 CT0645.geopotential number by the normal gravity value computed on the
 CT0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0645.degrees latitude (g = 980.6199 gals.).
 CT0645
 CT0645.The modeled gravity was interpolated from observed gravity values.
 CT0645
 CT0645;                    North         East    Units  Estimated Accuracy
 CT0645;SPC TX C     - 3,263,980.      736,860.      MT  (+/- 180 meters Scaled)
 CT0645
 CT0645                          SUPERSEDED SURVEY CONTROL
 CT0645
 CT0645  NGVD 29 (??/??/92)  585.451  (m)         1920.77   (f) ADJ UNCH    2 0
 CT0645
 CT0645.Superseded values are not recommended for survey control.
 CT0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0645.See file dsdata.txt to determine how the superseded data were derived.
 CT0645
 CT0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA109460(NAD 83)
 CT0645_MARKER: DB = BENCH MARK DISK
 CT0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0645_STAMPING: 1920.570 T 212 1934
 CT0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0645+STABILITY: SURFACE MOTION
 CT0645
 CT0645  HISTORY     - Date     Condition        Report By
 CT0645  HISTORY     - 1934     MONUMENTED       CGS
 CT0645  HISTORY     - 1961     MARK NOT FOUND   NGS
 CT0645
 CT0645                          STATION DESCRIPTION
 CT0645
 CT0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0645'4.2 MI S FROM BRADSHAW.
 CT0645'IN RUNNELS COUNTY, 4.2 MILES SOUTH ALONG THE ABILENE AND SOUTHERN
 CT0645'RAILWAY FROM BRADSHAW, TAYLOR COUNTY, 125 YARDS NORTH OF MILEPOST 22,
 CT0645'42 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 7 FEET EAST OF THE
 CT0645'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1920.570 T 212 1934 AND
 CT0645'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4455 ***********************************************************************
 AW4455  DESIGNATION -  T 213
 AW4455  PID         -  AW4455
 AW4455  STATE/COUNTY-  TX/MATAGORDA
 AW4455  USGS QUAD   -  VAN VLECK (1980)
 AW4455
 AW4455                         *CURRENT SURVEY CONTROL
 AW4455  ___________________________________________________________________
 AW4455* NAD 83(1986)-  29 01 12.     (N)    095 57 53.     (W)     SCALED    
 AW4455* NAVD 88     -        16.56   (+/-2cm)      54.3    (feet)  VERTCON   
 AW4455  ___________________________________________________________________
 AW4455  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW4455
 AW4455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4455
 AW4455.The horizontal coordinates were scaled from a topographic map and have
 AW4455.an estimated accuracy of +/- 6 seconds.
 AW4455
 AW4455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4455.The vertical order pertains to the NGVD 29 superseded value.
 AW4455
 AW4455.The geoid height was determined by GEOID03.
 AW4455
 AW4455;                    North         East    Units  Estimated Accuracy
 AW4455;SPC TXSC     - 4,135,350.      895,630.      MT  (+/- 180 meters Scaled)
 AW4455
 AW4455                          SUPERSEDED SURVEY CONTROL
 AW4455
 AW4455  NGVD 29 (??/??/92)   16.59   (m)           54.4    (f) COMPUTED    2 0
 AW4455
 AW4455.Superseded values are not recommended for survey control.
 AW4455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4455.See file dsdata.txt to determine how the superseded data were derived.
 AW4455
 AW4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN112138(NAD 83)
 AW4455_MARKER: DB = BENCH MARK DISK
 AW4455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4455_STAMPING: T 213 1934
 AW4455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4455+STABILITY: SURFACE MOTION
 AW4455
 AW4455  HISTORY     - Date     Condition        Report By
 AW4455  HISTORY     - 1934     MONUMENTED       CGS
 AW4455  HISTORY     - 1942     GOOD             NGS
 AW4455
 AW4455                          STATION DESCRIPTION
 AW4455
 AW4455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW4455'2.8 MI NW FROM BAY CITY.
 AW4455'TO REACH FROM BAY CITY.  PROCEED 2.8 MILES NORTHWESTERLY ALONG SANTA
 AW4455'FE RAILROAD TRACKS TO SITE OF BENCH MARK.  BENCH MARK IS OPPOSITE MILE
 AW4455'POST 66, IN THE SOUTHWEST CORNER OF A ROAD CROSSING, ABOUT 55 FEET
 AW4455'WEST OF THE CENTERLINE OF THE TRACK, AND 6 FEET EAST OF A CORNER POST.
 AW4455'A STD. DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1445 ***********************************************************************
 AY1445  DESIGNATION -  T 214
 AY1445  PID         -  AY1445
 AY1445  STATE/COUNTY-  TX/REAL
 AY1445  USGS QUAD   -  BEE CAVE HOLLOW (1971)
 AY1445
 AY1445                         *CURRENT SURVEY CONTROL
 AY1445  ___________________________________________________________________
 AY1445* NAD 83(1986)-  29 52 59.     (N)    099 45 49.     (W)     SCALED    
 AY1445* NAVD 88     -       568.989  (meters)    1866.76   (feet)  ADJUSTED  
 AY1445  ___________________________________________________________________
 AY1445  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 AY1445  DYNAMIC HT  -         568.141 (meters)    1863.98  (feet)  COMP
 AY1445  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 AY1445
 AY1445  VERT ORDER  -  SECOND    CLASS 0
 AY1445
 AY1445.The horizontal coordinates were scaled from a topographic map and have
 AY1445.an estimated accuracy of +/- 6 seconds.
 AY1445
 AY1445.The orthometric height was determined by differential leveling
 AY1445.and adjusted by the National Geodetic Survey in June 1991..
 AY1445
 AY1445.The geoid height was determined by GEOID03.
 AY1445
 AY1445.The dynamic height is computed by dividing the NAVD 88
 AY1445.geopotential number by the normal gravity value computed on the
 AY1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1445.degrees latitude (g = 980.6199 gals.).
 AY1445
 AY1445.The modeled gravity was interpolated from observed gravity values.
 AY1445
 AY1445;                    North         East    Units  Estimated Accuracy
 AY1445;SPC TXSC     - 4,227,410.      526,240.      MT  (+/- 180 meters Scaled)
 AY1445
 AY1445                          SUPERSEDED SURVEY CONTROL
 AY1445
 AY1445  NGVD 29 (??/??/92)  568.880  (m)         1866.40   (f) ADJ UNCH    2 0
 AY1445
 AY1445.Superseded values are not recommended for survey control.
 AY1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1445.See file dsdata.txt to determine how the superseded data were derived.
 AY1445
 AY1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU262060(NAD 83)
 AY1445_MARKER: DB = BENCH MARK DISK
 AY1445_SETTING: 66 = SET IN ROCK OUTCROP
 AY1445_SP_SET: LIMESTONE OUTCROP
 AY1445_STAMPING: T 214 1934
 AY1445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1445+STABILITY: POSITION/ELEVATION WELL
 AY1445
 AY1445  HISTORY     - Date     Condition        Report By
 AY1445  HISTORY     - 1934     MONUMENTED       CGS
 AY1445  HISTORY     - 1953     GOOD             NGS
 AY1445  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1445  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1445
 AY1445                          STATION DESCRIPTION
 AY1445
 AY1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1445'12.8 MI N FROM LEAKEY.
 AY1445'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1445'COURTHOUSE AT LEAKEY, THENCE 7.8 MILES NORTH ALONG RANCH ROAD 336,
 AY1445'THENCE 4.2 MILES NORTH ALONG A WINDING ROCKY ROAD, ACROSS THE ROAD
 AY1445'FROM LANOOKS CAMP, 63 FEET SOUTHWEST OF A FENCE, 50 FEET SOUTHWEST OF
 AY1445'THE CENTER LINE OF THE ROAD, 11.8 FEET SOUTHWEST OF A WITNESS POST,
 AY1445'2.6 FEET ABOVE THE GROUND, SET IN THE TOP OF A LIMESTONE OUTCROP.
 AY1445
 AY1445                          STATION RECOVERY (2001)
 AY1445
 AY1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1445'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1445
 AY1445                          STATION RECOVERY (2001)
 AY1445
 AY1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1445'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0233 ***********************************************************************
 AO0233  DESIGNATION -  T 215
 AO0233  PID         -  AO0233
 AO0233  STATE/COUNTY-  TX/LA SALLE
 AO0233  USGS QUAD   -  WOODWARD (1974)
 AO0233
 AO0233                         *CURRENT SURVEY CONTROL
 AO0233  ___________________________________________________________________
 AO0233* NAD 83(1986)-  28 31 42.     (N)    099 15 45.     (W)     SCALED    
 AO0233* NAVD 88     -       157.636  (meters)     517.18   (feet)  ADJUSTED  
 AO0233  ___________________________________________________________________
 AO0233  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AO0233  DYNAMIC HT  -         157.400 (meters)     516.40  (feet)  COMP
 AO0233  MODELED GRAV-     979,147.5   (mgal)                       NAVD 88
 AO0233
 AO0233  VERT ORDER  -  FIRST     CLASS II
 AO0233
 AO0233.The horizontal coordinates were scaled from a topographic map and have
 AO0233.an estimated accuracy of +/- 6 seconds.
 AO0233
 AO0233.The orthometric height was determined by differential leveling
 AO0233.and adjusted by the National Geodetic Survey in June 1991..
 AO0233
 AO0233.The geoid height was determined by GEOID03.
 AO0233
 AO0233.The dynamic height is computed by dividing the NAVD 88
 AO0233.geopotential number by the normal gravity value computed on the
 AO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0233.degrees latitude (g = 980.6199 gals.).
 AO0233
 AO0233.The modeled gravity was interpolated from observed gravity values.
 AO0233
 AO0233;                    North         East    Units  Estimated Accuracy
 AO0233;SPC TXSC     - 4,077,060.      574,310.      MT  (+/- 180 meters Scaled)
 AO0233
 AO0233                          SUPERSEDED SURVEY CONTROL
 AO0233
 AO0233  NGVD 29 (??/??/92)  157.556  (m)          516.91   (f) ADJ UNCH    1 2
 AO0233
 AO0233.Superseded values are not recommended for survey control.
 AO0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0233.See file dsdata.txt to determine how the superseded data were derived.
 AO0233
 AO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS743557(NAD 83)
 AO0233_MARKER: DB = BENCH MARK DISK
 AO0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0233_STAMPING: T 215 1934 516.915
 AO0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0233+STABILITY: SURFACE MOTION
 AO0233
 AO0233  HISTORY     - Date     Condition        Report By
 AO0233  HISTORY     - 1934     MONUMENTED       CGS
 AO0233  HISTORY     - 1956     GOOD             NGS
 AO0233
 AO0233                          STATION DESCRIPTION
 AO0233
 AO0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0233'3.0 MI W FROM GARDENDALE.
 AO0233'3.0 MILES WEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0233'THE STATION AT GARDENDALE, AT A PRIVATE ROAD CROSSING, 9.7 FEET WEST
 AO0233'OF MILEPOST 108, 29.4 FEET NORTH OF THE NORTH RAIL, 31 FEET EAST OF
 AO0233'THE CENTER LINE OF A DIM PRIVATE ROAD, 17.6 FEET SOUTH OF A FENCE, 1
 AO0233'FOOT EAST OF A WITNESS POST, IN LINE WITH A ROW OF TELEPHONE POLES, 3
 AO0233'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 AO0233'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0490 ***********************************************************************
 AO0490  DESIGNATION -  T 216
 AO0490  PID         -  AO0490
 AO0490  STATE/COUNTY-  TX/DIMMIT
 AO0490  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0490
 AO0490                         *CURRENT SURVEY CONTROL
 AO0490  ___________________________________________________________________
 AO0490* NAD 83(1986)-  28 35 43.     (N)    099 51 17.     (W)     SCALED    
 AO0490* NAVD 88     -       180.224  (meters)     591.28   (feet)  POSTED    
 AO0490  ___________________________________________________________________
 AO0490  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AO0490  DYNAMIC HT  -         179.960 (meters)     590.42  (feet)  COMP
 AO0490  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AO0490
 AO0490  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AO0490
 AO0490.The horizontal coordinates were scaled from a topographic map and have
 AO0490.an estimated accuracy of +/- 6 seconds.
 AO0490
 AO0490.The orthometric height was determined by differential leveling
 AO0490.and adjusted by the National Geodetic Survey in 1992..
 AO0490.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AO0490.rate of 4.1 thru 8.0 mm/km.
 AO0490
 AO0490.The geoid height was determined by GEOID03.
 AO0490
 AO0490.The dynamic height is computed by dividing the NAVD 88
 AO0490.geopotential number by the normal gravity value computed on the
 AO0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0490.degrees latitude (g = 980.6199 gals.).
 AO0490
 AO0490.The modeled gravity was interpolated from observed gravity values.
 AO0490
 AO0490;                    North         East    Units  Estimated Accuracy
 AO0490;SPC TXSC     - 4,084,750.      516,400.      MT  (+/- 180 meters Scaled)
 AO0490
 AO0490                          SUPERSEDED SURVEY CONTROL
 AO0490
 AO0490  NGVD 29 (??/??/92)  180.184  (m)          591.15   (f) ADJ UNCH    2 0
 AO0490
 AO0490.Superseded values are not recommended for survey control.
 AO0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0490.See file dsdata.txt to determine how the superseded data were derived.
 AO0490
 AO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS164634(NAD 83)
 AO0490_MARKER: DB = BENCH MARK DISK
 AO0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0490_STAMPING: T-216 1934
 AO0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0490+STABILITY: SURFACE MOTION
 AO0490
 AO0490  HISTORY     - Date     Condition        Report By
 AO0490  HISTORY     - 1934     MONUMENTED       CGS
 AO0490  HISTORY     - 1940     GOOD             NGS
 AO0490  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 AO0490
 AO0490                          STATION DESCRIPTION
 AO0490
 AO0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0490'1.8 MI S FROM WINTER HAVEN.
 AO0490'1.8 MILES SOUTH E OF, AND ALONG THE S. A. U. AND G. R. R. AT MILE POST
 AO0490'A-151.  35 FT. E OF CENTER-LINE OF TRACK.  29 FT. E OF PUBLIC ROAD AND
 AO0490'17 FT. E OF LINE OF POLES.
 AO0490
 AO0490                          STATION RECOVERY (1940)
 AO0490
 AO0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0490'RECOVERED IN GOOD CONDITION.
 AO0490
 AO0490                          STATION RECOVERY (1997)
 AO0490
 AO0490'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0218 ***********************************************************************
 AZ0218  DESIGNATION -  T 217
 AZ0218  PID         -  AZ0218
 AZ0218  STATE/COUNTY-  TX/VAL VERDE
 AZ0218  USGS QUAD   -  CARRUTHERS DRAW (1979)
 AZ0218
 AZ0218                         *CURRENT SURVEY CONTROL
 AZ0218  ___________________________________________________________________
 AZ0218* NAD 83(1986)-  29 49 15.     (N)    100 48 09.     (W)     SCALED    
 AZ0218* NAVD 88     -       500.326  (meters)    1641.49   (feet)  ADJUSTED  
 AZ0218  ___________________________________________________________________
 AZ0218  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0218  DYNAMIC HT  -         499.590 (meters)    1639.07  (feet)  COMP
 AZ0218  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 AZ0218
 AZ0218  VERT ORDER  -  SECOND    CLASS 0
 AZ0218
 AZ0218.The horizontal coordinates were scaled from a topographic map and have
 AZ0218.an estimated accuracy of +/- 6 seconds.
 AZ0218
 AZ0218.The orthometric height was determined by differential leveling
 AZ0218.and adjusted by the National Geodetic Survey in June 1991..
 AZ0218
 AZ0218.The geoid height was determined by GEOID03.
 AZ0218
 AZ0218.The dynamic height is computed by dividing the NAVD 88
 AZ0218.geopotential number by the normal gravity value computed on the
 AZ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0218.degrees latitude (g = 980.6199 gals.).
 AZ0218
 AZ0218.The modeled gravity was interpolated from observed gravity values.
 AZ0218
 AZ0218;                    North         East    Units  Estimated Accuracy
 AZ0218;SPC TXSC     - 4,221,610.      425,800.      MT  (+/- 180 meters Scaled)
 AZ0218
 AZ0218                          SUPERSEDED SURVEY CONTROL
 AZ0218
 AZ0218  NGVD 29 (??/??/92)  500.252  (m)         1641.24   (f) ADJ UNCH    2 0
 AZ0218
 AZ0218.Superseded values are not recommended for survey control.
 AZ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0218.See file dsdata.txt to determine how the superseded data were derived.
 AZ0218
 AZ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU258002(NAD 83)
 AZ0218_MARKER: DB = BENCH MARK DISK
 AZ0218_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0218_SP_SET: OUTCROP
 AZ0218_STAMPING: T 217 1934 1641.243
 AZ0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0218+STABILITY: POSITION/ELEVATION WELL
 AZ0218
 AZ0218  HISTORY     - Date     Condition        Report By
 AZ0218  HISTORY     - 1934     MONUMENTED       CGS
 AZ0218  HISTORY     - 1958     GOOD             NGS
 AZ0218
 AZ0218                          STATION DESCRIPTION
 AZ0218
 AZ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0218'18.0 MI NW FROM CARTA VALLEY.
 AZ0218'ABOUT 10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE POST OFFICE
 AZ0218'AT CARTA VALLEY, THENCE ABOUT 7.3 MILES NORTH ALONG U.S. HIGHWAY 277,
 AZ0218'THENCE ABOUT 0.4 MILE SOUTH ALONG A PRIVATE ROAD TO THE OLD HIGHWAY.
 AZ0218'IN THE TOP OF A LIMESTONE OUTCROP, 93 FEET EAST OF THE CENTER LINE OF
 AZ0218'THE OLD HIGHWAY, ABOUT 0.3 MILE NORTHEAST OF A RANCH HOUSE, ABOUT 0.1
 AZ0218'MILE NORTHEAST OF A STEEL WINDMILL, ABOUT 0.2 MILE WEST OF THE NEW
 AZ0218'HIGHWAY, 121 FEET EAST OF A FENCE, 68 FEET NORTH OF A TELEPHONE POLE,
 AZ0218'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0301 ***********************************************************************
 BN0301  DESIGNATION -  T 219
 BN0301  PID         -  BN0301
 BN0301  STATE/COUNTY-  TX/KERR
 BN0301  USGS QUAD   -  KERRVILLE (1982)
 BN0301
 BN0301                         *CURRENT SURVEY CONTROL
 BN0301  ___________________________________________________________________
 BN0301* NAD 83(1986)-  30 03 24.     (N)    099 09 57.     (W)     SCALED    
 BN0301* NAVD 88     -       503.139  (meters)    1650.72   (feet)  ADJUSTED  
 BN0301  ___________________________________________________________________
 BN0301  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BN0301  DYNAMIC HT  -         502.423 (meters)    1648.37  (feet)  COMP
 BN0301  MODELED GRAV-     979,204.0   (mgal)                       NAVD 88
 BN0301
 BN0301  VERT ORDER  -  SECOND    CLASS 0
 BN0301
 BN0301.The horizontal coordinates were scaled from a topographic map and have
 BN0301.an estimated accuracy of +/- 6 seconds.
 BN0301
 BN0301.The orthometric height was determined by differential leveling
 BN0301.and adjusted by the National Geodetic Survey in June 1991..
 BN0301
 BN0301.The geoid height was determined by GEOID03.
 BN0301
 BN0301.The dynamic height is computed by dividing the NAVD 88
 BN0301.geopotential number by the normal gravity value computed on the
 BN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0301.degrees latitude (g = 980.6199 gals.).
 BN0301
 BN0301.The modeled gravity was interpolated from observed gravity values.
 BN0301
 BN0301;                    North         East    Units  Estimated Accuracy
 BN0301;SPC TXSC     - 4,246,420.      584,010.      MT  (+/- 180 meters Scaled)
 BN0301
 BN0301                          SUPERSEDED SURVEY CONTROL
 BN0301
 BN0301  NGVD 29 (??/??/92)  503.071  (m)         1650.49   (f) ADJ UNCH    2 0
 BN0301
 BN0301.Superseded values are not recommended for survey control.
 BN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0301.See file dsdata.txt to determine how the superseded data were derived.
 BN0301
 BN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU840250(NAD 83)
 BN0301_MARKER: DB = BENCH MARK DISK
 BN0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0301_STAMPING: T 219 1934
 BN0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0301+STABILITY: SURFACE MOTION
 BN0301
 BN0301  HISTORY     - Date     Condition        Report By
 BN0301  HISTORY     - 1934     MONUMENTED       CGS
 BN0301  HISTORY     - 1953     GOOD             NGS
 BN0301  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 BN0301
 BN0301                          STATION DESCRIPTION
 BN0301
 BN0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0301'2.0 MI W FROM KERRVILLE.
 BN0301'1.8 MILES WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 BN0301'KERRVILLE, THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.1
 BN0301'MILE SOUTH ALONG A GRAVELED ROAD, 0.1 MILE SOUTH OF THE OFFICE OF THE
 BN0301'A.W. SCHWARTZ AND SONS GRAVEL COMPANY, 125 FEET NORTH OF A POWER POLE,
 BN0301'83 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 28 FEET
 BN0301'EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A FENCE, 0.8
 BN0301'FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BN0301'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BN0301
 BN0301                          STATION RECOVERY (2004)
 BN0301
 BN0301'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0580 ***********************************************************************
 CD0580  DESIGNATION -  T 22
 CD0580  PID         -  CD0580
 CD0580  STATE/COUNTY-  TX/HUDSPETH
 CD0580  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0580
 CD0580                         *CURRENT SURVEY CONTROL
 CD0580  ___________________________________________________________________
 CD0580* NAD 83(1986)-  31 08 31.     (N)    105 17 01.     (W)     SCALED    
 CD0580* NAVD 88     -      1329.593  (meters)    4362.17   (feet)  ADJUSTED  
 CD0580  ___________________________________________________________________
 CD0580  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CD0580  DYNAMIC HT  -        1327.467 (meters)    4355.20  (feet)  COMP
 CD0580  MODELED GRAV-     978,995.9   (mgal)                       NAVD 88
 CD0580
 CD0580  VERT ORDER  -  FIRST     CLASS II
 CD0580
 CD0580.The horizontal coordinates were scaled from a topographic map and have
 CD0580.an estimated accuracy of +/- 6 seconds.
 CD0580
 CD0580.The orthometric height was determined by differential leveling
 CD0580.and adjusted by the National Geodetic Survey in June 1991..
 CD0580
 CD0580.The geoid height was determined by GEOID03.
 CD0580
 CD0580.The dynamic height is computed by dividing the NAVD 88
 CD0580.geopotential number by the normal gravity value computed on the
 CD0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0580.degrees latitude (g = 980.6199 gals.).
 CD0580
 CD0580.The modeled gravity was interpolated from observed gravity values.
 CD0580
 CD0580;                    North         East    Units  Estimated Accuracy
 CD0580;SPC TX C     - 3,174,040.      228,140.      MT  (+/- 180 meters Scaled)
 CD0580
 CD0580                          SUPERSEDED SURVEY CONTROL
 CD0580
 CD0580  NGVD 29 (??/??/92) 1329.007  (m)         4360.25   (f) ADJ UNCH    1 2
 CD0580
 CD0580.Superseded values are not recommended for survey control.
 CD0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0580.See file dsdata.txt to determine how the superseded data were derived.
 CD0580
 CD0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ729453(NAD 83)
 CD0580_MARKER: DB = BENCH MARK DISK
 CD0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0580_STAMPING: T 22 1917 ELEV. 4360.250 FT.
 CD0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0580+STABILITY: SURFACE MOTION
 CD0580
 CD0580  HISTORY     - Date     Condition        Report By
 CD0580  HISTORY     - 1917     MONUMENTED       CGS
 CD0580  HISTORY     - 1957     GOOD             NGS
 CD0580
 CD0580                          STATION DESCRIPTION
 CD0580
 CD0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CD0580'4.95 MI SE FROM SIERRA BLANCA.
 CD0580'ABOUT 4.95 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0580'FROM THE STATION AT SIERRA BLANCA, 156 FEET NORTH OF AND ACROSS THE
 CD0580'TRACK FROM MILEPOST 732, 90 FEET NORTH-NORTHEAST OF THE NEAR RAIL OF
 CD0580'THE MAIN TRACK, 4 1/2 POLES EAST-SOUTHEAST OF A PHONE BOOTH AT THE
 CD0580'MALLIE SIDING, 7 FEET SOUTH-SOUTHWEST OF A FENCE, 1 1/2 FEET EAST OF A
 CD0580'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 CD0580'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0350 ***********************************************************************
 BN0350  DESIGNATION -  T 220
 BN0350  PID         -  BN0350
 BN0350  STATE/COUNTY-  TX/KERR
 BN0350  USGS QUAD   -  GARVEN STORE (1963)
 BN0350
 BN0350                         *CURRENT SURVEY CONTROL
 BN0350  ___________________________________________________________________
 BN0350* NAD 83(1986)-  30 05 08.     (N)    099 40 08.     (W)     SCALED    
 BN0350* NAVD 88     -       716.046  (meters)    2349.23   (feet)  ADJUSTED  
 BN0350  ___________________________________________________________________
 BN0350  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BN0350  DYNAMIC HT  -         714.992 (meters)    2345.77  (feet)  COMP
 BN0350  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 BN0350
 BN0350  VERT ORDER  -  SECOND    CLASS 0
 BN0350
 BN0350.The horizontal coordinates were scaled from a topographic map and have
 BN0350.an estimated accuracy of +/- 6 seconds.
 BN0350
 BN0350.The orthometric height was determined by differential leveling
 BN0350.and adjusted by the National Geodetic Survey in June 1991..
 BN0350
 BN0350.The geoid height was determined by GEOID03.
 BN0350
 BN0350.The dynamic height is computed by dividing the NAVD 88
 BN0350.geopotential number by the normal gravity value computed on the
 BN0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0350.degrees latitude (g = 980.6199 gals.).
 BN0350
 BN0350.The modeled gravity was interpolated from observed gravity values.
 BN0350
 BN0350;                    North         East    Units  Estimated Accuracy
 BN0350;SPC TXSC     - 4,249,800.      535,520.      MT  (+/- 180 meters Scaled)
 BN0350
 BN0350                          SUPERSEDED SURVEY CONTROL
 BN0350
 BN0350  NGVD 29 (??/??/92)  715.964  (m)         2348.96   (f) ADJ UNCH    2 0
 BN0350
 BN0350.Superseded values are not recommended for survey control.
 BN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0350.See file dsdata.txt to determine how the superseded data were derived.
 BN0350
 BN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU355284(NAD 83)
 BN0350_MARKER: DB = BENCH MARK DISK
 BN0350_SETTING: 66 = SET IN ROCK OUTCROP
 BN0350_SP_SET: ROCK OUTCROP
 BN0350_STAMPING: T 220 1934
 BN0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0350+STABILITY: POSITION/ELEVATION WELL
 BN0350
 BN0350  HISTORY     - Date     Condition        Report By
 BN0350  HISTORY     - 1934     MONUMENTED       CGS
 BN0350  HISTORY     - 1964     GOOD             USGS
 BN0350
 BN0350                          STATION DESCRIPTION
 BN0350
 BN0350'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BN0350'19.4 MI SW FROM MT HOME.
 BN0350'IN KERR COUNTY, ABOUT 19.4 MILES SW ALONG STATE HIGHWAY 41 FROM
 BN0350'MOUNTAIN HOME, 2.1 MILES E OF THE JUNCTION OF US HWY. 83 AND TEXAS
 BN0350'STATE HWY. 41.  454 FT. SE OF THE CENTER LINE OF HIGHWAY, 36 FT. NW OF
 BN0350'ABAND. HWY.  CEMENTED IN TOP OF A ROCK OUTCROP.  STANDARD TABLET
 BN0350'STAMPED T220 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0176 ***********************************************************************
 CB0176  DESIGNATION -  T 222
 CB0176  PID         -  CB0176
 CB0176  STATE/COUNTY-  TX/TOM GREEN
 CB0176  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0176
 CB0176                         *CURRENT SURVEY CONTROL
 CB0176  ___________________________________________________________________
 CB0176* NAD 83(1986)-  31 21 48.     (N)    100 33 11.     (W)     SCALED    
 CB0176* NAVD 88     -       584.909  (meters)    1918.99   (feet)  ADJUSTED  
 CB0176  ___________________________________________________________________
 CB0176  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CB0176  DYNAMIC HT  -         584.104 (meters)    1916.35  (feet)  COMP
 CB0176  MODELED GRAV-     979,246.2   (mgal)                       NAVD 88
 CB0176
 CB0176  VERT ORDER  -  SECOND    CLASS 0
 CB0176
 CB0176.The horizontal coordinates were scaled from a topographic map and have
 CB0176.an estimated accuracy of +/- 6 seconds.
 CB0176
 CB0176.The orthometric height was determined by differential leveling
 CB0176.and adjusted by the National Geodetic Survey in June 1991..
 CB0176
 CB0176.The geoid height was determined by GEOID03.
 CB0176
 CB0176.The dynamic height is computed by dividing the NAVD 88
 CB0176.geopotential number by the normal gravity value computed on the
 CB0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0176.degrees latitude (g = 980.6199 gals.).
 CB0176
 CB0176.The modeled gravity was interpolated from observed gravity values.
 CB0176
 CB0176;                    North         East    Units  Estimated Accuracy
 CB0176;SPC TX C     - 3,188,110.      679,100.      MT  (+/- 180 meters Scaled)
 CB0176
 CB0176                          SUPERSEDED SURVEY CONTROL
 CB0176
 CB0176  NGVD 29 (??/??/92)  584.739  (m)         1918.43   (f) ADJ UNCH    2 0
 CB0176
 CB0176.Superseded values are not recommended for survey control.
 CB0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0176.See file dsdata.txt to determine how the superseded data were derived.
 CB0176
 CB0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV522709(NAD 83)
 CB0176_MARKER: DB = BENCH MARK DISK
 CB0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0176_STAMPING: T-222 1934
 CB0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0176+STABILITY: SURFACE MOTION
 CB0176
 CB0176  HISTORY     - Date     Condition        Report By
 CB0176  HISTORY     - 1934     MONUMENTED       CGS
 CB0176  HISTORY     - 1940     GOOD             NGS
 CB0176
 CB0176                          STATION DESCRIPTION
 CB0176
 CB0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0176'5.5 MI NE FROM TANKERSLY.
 CB0176'5.5 MILES NE OF AND ALONG THE PANHANDLE AND S. F. R. R. 170 YARDS NE
 CB0176'OF E SWITHCH AT SIDING.  78 YARDS NE AND ACROSS TRACK FROM MILE POST
 CB0176'727.  42 FT. SE OF CENTER OF TRACK AND 9 FT. NW OF R/W FENCE.
 CB0176
 CB0176                          STATION RECOVERY (1940)
 CB0176
 CB0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0368 ***********************************************************************
 CB0368  DESIGNATION -  T 223
 CB0368  PID         -  CB0368
 CB0368  STATE/COUNTY-  TX/REAGAN
 CB0368  USGS QUAD   -  BIG LAKE (1971)
 CB0368
 CB0368                         *CURRENT SURVEY CONTROL
 CB0368  ___________________________________________________________________
 CB0368* NAD 83(1986)-  31 11 35.     (N)    101 27 38.     (W)     SCALED    
 CB0368* NAVD 88     -       820.578  (meters)    2692.18   (feet)  ADJUSTED  
 CB0368  ___________________________________________________________________
 CB0368  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0368  DYNAMIC HT  -         819.382 (meters)    2688.26  (feet)  COMP
 CB0368  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 CB0368
 CB0368  VERT ORDER  -  FIRST     CLASS II
 CB0368
 CB0368.The horizontal coordinates were scaled from a topographic map and have
 CB0368.an estimated accuracy of +/- 6 seconds.
 CB0368
 CB0368.The orthometric height was determined by differential leveling
 CB0368.and adjusted by the National Geodetic Survey in June 1991..
 CB0368
 CB0368.The geoid height was determined by GEOID03.
 CB0368
 CB0368.The dynamic height is computed by dividing the NAVD 88
 CB0368.geopotential number by the normal gravity value computed on the
 CB0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0368.degrees latitude (g = 980.6199 gals.).
 CB0368
 CB0368.The modeled gravity was interpolated from observed gravity values.
 CB0368
 CB0368;                    North         East    Units  Estimated Accuracy
 CB0368;SPC TX C     - 3,169,750.      592,580.      MT  (+/- 180 meters Scaled)
 CB0368
 CB0368                          SUPERSEDED SURVEY CONTROL
 CB0368
 CB0368  NGVD 29 (??/??/92)  820.245  (m)         2691.09   (f) ADJ UNCH    1 2
 CB0368
 CB0368.Superseded values are not recommended for survey control.
 CB0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0368.See file dsdata.txt to determine how the superseded data were derived.
 CB0368
 CB0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV655536(NAD 83)
 CB0368_MARKER: DB = BENCH MARK DISK
 CB0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0368_SP_SET: STEP
 CB0368_STAMPING: T-223 1934
 CB0368_MARK LOGO: CGS   
 CB0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0368
 CB0368  HISTORY     - Date     Condition        Report By
 CB0368  HISTORY     - 1934     MONUMENTED       CGS
 CB0368  HISTORY     - 1940     GOOD             NGS
 CB0368  HISTORY     - 1981     GOOD             NGS
 CB0368
 CB0368                          STATION DESCRIPTION
 CB0368
 CB0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0368'IN BIG LAKE.
 CB0368'AT BIG LAKE DISK IS SET IN N END OF SECOND STEP AT W ENTRANCE OF COURT
 CB0368'HOUSE.
 CB0368
 CB0368                          STATION RECOVERY (1940)
 CB0368
 CB0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0368'RECOVERED IN GOOD CONDITION.
 CB0368
 CB0368                          STATION RECOVERY (1981)
 CB0368
 CB0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0368'IN BIG LAKE, AT THE INTERSECTION OF PLAZA AVENUE AND 3RD STREET, AT
 CB0368'BOTTOM OF A 5-INCH, 1 FT DEEP, ROUND HOLE IN THE CONCRETE RAMP AT THE
 CB0368'WEST ENTRANCE TO THE COUNTY COURTHOUSE, 2.4 METERS (7.9 FT) NORTHWEST
 CB0368'OF THE CENTER OF THE ENTRANCE, 0.3 METERS (1.0 FT) SOUTHEAST OF THE
 CB0368'SOUTHWEST CORNER OF THE NORTH CONCRETE AND BRICK BANNISTER AND 0.1
 CB0368'METER (0.3 FT) SOUTH OF THE SOUTH FACE OF THE BANNISTER.
 CB0368'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0022 ***********************************************************************
 BP0022  DESIGNATION -  T 224
 BP0022  PID         -  BP0022
 BP0022  STATE/COUNTY-  TX/PECOS
 BP0022  USGS QUAD   -  INDIAN MESA NE (1969)
 BP0022
 BP0022                         *CURRENT SURVEY CONTROL
 BP0022  ___________________________________________________________________
 BP0022* NAD 83(1986)-  30 56 26.     (N)    102 04 13.     (W)     SCALED    
 BP0022* NAVD 88     -       758.494  (meters)    2488.49   (feet)  ADJUSTED  
 BP0022  ___________________________________________________________________
 BP0022  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 BP0022  DYNAMIC HT  -         757.399 (meters)    2484.90  (feet)  COMP
 BP0022  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 BP0022
 BP0022  VERT ORDER  -  SECOND    CLASS 0
 BP0022
 BP0022.The horizontal coordinates were scaled from a topographic map and have
 BP0022.an estimated accuracy of +/- 6 seconds.
 BP0022
 BP0022.The orthometric height was determined by differential leveling
 BP0022.and adjusted by the National Geodetic Survey in June 1991..
 BP0022
 BP0022.The geoid height was determined by GEOID03.
 BP0022
 BP0022.The dynamic height is computed by dividing the NAVD 88
 BP0022.geopotential number by the normal gravity value computed on the
 BP0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0022.degrees latitude (g = 980.6199 gals.).
 BP0022
 BP0022.The modeled gravity was interpolated from observed gravity values.
 BP0022
 BP0022;                    North         East    Units  Estimated Accuracy
 BP0022;SPC TX C     - 3,142,510.      534,040.      MT  (+/- 180 meters Scaled)
 BP0022
 BP0022                          SUPERSEDED SURVEY CONTROL
 BP0022
 BP0022  NGVD 29 (??/??/92)  758.242  (m)         2487.67   (f) ADJ UNCH    2 0
 BP0022
 BP0022.Superseded values are not recommended for survey control.
 BP0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0022.See file dsdata.txt to determine how the superseded data were derived.
 BP0022
 BP0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ799266(NAD 83)
 BP0022_MARKER: DB = BENCH MARK DISK
 BP0022_SETTING: 66 = SET IN ROCK OUTCROP
 BP0022_SP_SET: BEDROCK
 BP0022_STAMPING: T-224 1934
 BP0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0022+STABILITY: POSITION/ELEVATION WELL
 BP0022
 BP0022  HISTORY     - Date     Condition        Report By
 BP0022  HISTORY     - 1934     MONUMENTED       CGS
 BP0022  HISTORY     - 1969     MARK NOT FOUND   USGS
 BP0022
 BP0022                          STATION DESCRIPTION
 BP0022
 BP0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BP0022'13.0 MI W FROM IRAAN.
 BP0022'13.0 MILES W OF AND ALONG THE MCCAMEY-IRAAN HWY.  60 FT. SW OF CENTER
 BP0022'OF HIGHWAY AND IS SET IN OUTCROP OF  BED ROCK.  15 FT. SW OF FENCE
 BP0022'LINE.  MARKED WITH A CIRCLE OF ROCKS.
 BP0022
 BP0022                          STATION RECOVERY (1969)
 BP0022
 BP0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BP0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0165 ***********************************************************************
 FM0165  DESIGNATION -  T 225
 FM0165  PID         -  FM0165
 FM0165  STATE/COUNTY-  TX/MOORE
 FM0165  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0165
 FM0165                         *CURRENT SURVEY CONTROL
 FM0165  ___________________________________________________________________
 FM0165* NAD 83(1986)-  35 49 50.     (N)    102 00 35.     (W)     SCALED    
 FM0165* NAVD 88     -      1124.803  (meters)    3690.29   (feet)  ADJUSTED  
 FM0165  ___________________________________________________________________
 FM0165  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FM0165  DYNAMIC HT  -        1123.494 (meters)    3686.00  (feet)  COMP
 FM0165  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 FM0165
 FM0165  VERT ORDER  -  SECOND    CLASS 0
 FM0165
 FM0165.The horizontal coordinates were scaled from a topographic map and have
 FM0165.an estimated accuracy of +/- 6 seconds.
 FM0165
 FM0165.The orthometric height was determined by differential leveling
 FM0165.and adjusted by the National Geodetic Survey in June 1991..
 FM0165
 FM0165.The geoid height was determined by GEOID03.
 FM0165
 FM0165.The dynamic height is computed by dividing the NAVD 88
 FM0165.geopotential number by the normal gravity value computed on the
 FM0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0165.degrees latitude (g = 980.6199 gals.).
 FM0165
 FM0165.The modeled gravity was interpolated from observed gravity values.
 FM0165
 FM0165;                    North         East    Units  Estimated Accuracy
 FM0165;SPC TX N     - 1,203,200.      153,950.      MT  (+/- 180 meters Scaled)
 FM0165
 FM0165                          SUPERSEDED SURVEY CONTROL
 FM0165
 FM0165  NGVD 29 (??/??/92) 1124.253  (m)         3688.49   (f) ADJ UNCH    2 0
 FM0165
 FM0165.Superseded values are not recommended for survey control.
 FM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0165.See file dsdata.txt to determine how the superseded data were derived.
 FM0165
 FM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV701692(NAD 83)
 FM0165_MARKER: DB = BENCH MARK DISK
 FM0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0165_STAMPING: T-225 1934
 FM0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0165+STABILITY: SURFACE MOTION
 FM0165
 FM0165  HISTORY     - Date     Condition        Report By
 FM0165  HISTORY     - 1934     MONUMENTED       CGS
 FM0165  HISTORY     - 1962     MARK NOT FOUND   USGS
 FM0165
 FM0165                          STATION DESCRIPTION
 FM0165
 FM0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0165'2.5 MI S FROM DUMAS.
 FM0165'2.5 MILES S OF AND ALONG THE S.F.R.R. 0.5 MILE S OF MILE POST 50.  52
 FM0165'FT. W OF CENTER OF TRACK.  6 FT. SW OF CORNER OF R/W FENCE WHERE THERE
 FM0165'IS A JOG IN THE FENCE LINE.
 FM0165
 FM0165                          STATION RECOVERY (1962)
 FM0165
 FM0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FM0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0083 ***********************************************************************
 CC0083  DESIGNATION -  T 226 RESET 1941 TXHD
 CC0083  PID         -  CC0083
 CC0083  STATE/COUNTY-  TX/ECTOR
 CC0083  USGS QUAD   -  SOUTH COWDEN RANCH (1981)
 CC0083
 CC0083                         *CURRENT SURVEY CONTROL
 CC0083  ___________________________________________________________________
 CC0083* NAD 83(1986)-  31 43 33.     (N)    102 21 11.     (W)     SCALED    
 CC0083* NAVD 88     -       891.00   (meters)    2923.2    (feet)  RESET     
 CC0083  ___________________________________________________________________
 CC0083  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CC0083
 CC0083  VERT ORDER  -  THIRD
 CC0083
 CC0083.The horizontal coordinates were scaled from a topographic map and have
 CC0083.an estimated accuracy of +/- 6 seconds.
 CC0083
 CC0083.The orthometric height was computed from unverified reset data.
 CC0083
 CC0083.The geoid height was determined by GEOID03.
 CC0083
 CC0083;                    North         East    Units  Estimated Accuracy
 CC0083;SPC TX C     - 3,230,010.      508,600.      MT  (+/- 180 meters Scaled)
 CC0083
 CC0083                          SUPERSEDED SURVEY CONTROL
 CC0083
 CC0083.No superseded survey control is available for this station.
 CC0083
 CC0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR507130(NAD 83)
 CC0083_MARKER: DB = BENCH MARK DISK
 CC0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0083_STAMPING: T 226 RESET 1941
 CC0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0083+STABILITY: SURFACE MOTION
 CC0083
 CC0083  HISTORY     - Date     Condition        Report By
 CC0083  HISTORY     - 1941     MONUMENTED       TXHD
 CC0083
 CC0083                          STATION DESCRIPTION
 CC0083
 CC0083'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1941
 CC0083'8.9 MI S FROM ODESSA.
 CC0083'8.9 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE INTERSECTION OF US
 CC0083'HIGHWAY 80 AT ODESSA, ECTOR COUNTY, 190 FEET NORTH OF A CONCRETE-BOX
 CC0083'CULVERT UNDER THE HIGHWAY, 72 FEET WEST OF THE CENTER LINE OF THE
 CC0083'HIGHWAY, AND 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.  A STANDARD
 CC0083'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0640 ***********************************************************************
 FL0640  DESIGNATION -  T 227
 FL0640  PID         -  FL0640
 FL0640  STATE/COUNTY-  TX/GRAY
 FL0640  USGS QUAD   -  PAMPA (1963)
 FL0640
 FL0640                         *CURRENT SURVEY CONTROL
 FL0640  ___________________________________________________________________
 FL0640* NAD 83(1986)-  35 31 18.     (N)    100 57 13.     (W)     SCALED    
 FL0640* NAVD 88     -       986.935  (meters)    3237.97   (feet)  ADJUSTED  
 FL0640  ___________________________________________________________________
 FL0640  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0640  DYNAMIC HT  -         985.840 (meters)    3234.38  (feet)  COMP
 FL0640  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 FL0640
 FL0640  VERT ORDER  -  SECOND    CLASS 0
 FL0640
 FL0640.The horizontal coordinates were scaled from a topographic map and have
 FL0640.an estimated accuracy of +/- 6 seconds.
 FL0640
 FL0640.The orthometric height was determined by differential leveling
 FL0640.and adjusted by the National Geodetic Survey in June 1991..
 FL0640
 FL0640.The geoid height was determined by GEOID03.
 FL0640
 FL0640.The dynamic height is computed by dividing the NAVD 88
 FL0640.geopotential number by the normal gravity value computed on the
 FL0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0640.degrees latitude (g = 980.6199 gals.).
 FL0640
 FL0640.The modeled gravity was interpolated from observed gravity values.
 FL0640
 FL0640;                    North         East    Units  Estimated Accuracy
 FL0640;SPC TX N     - 1,168,950.      249,560.      MT  (+/- 180 meters Scaled)
 FL0640
 FL0640                          SUPERSEDED SURVEY CONTROL
 FL0640
 FL0640  NGVD 29 (??/??/92)  986.52   (m)         3236.6    (f) COMPUTED    2 0
 FL0640
 FL0640.Superseded values are not recommended for survey control.
 FL0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0640.See file dsdata.txt to determine how the superseded data were derived.
 FL0640
 FL0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE228326(NAD 83)
 FL0640_MARKER: DB = BENCH MARK DISK
 FL0640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0640_SP_SET: ABUTMENT
 FL0640_STAMPING: T-227 1934
 FL0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0640
 FL0640  HISTORY     - Date     Condition        Report By
 FL0640  HISTORY     - 1934     MONUMENTED       CGS
 FL0640  HISTORY     - 1945     GOOD             NGS
 FL0640
 FL0640                          STATION DESCRIPTION
 FL0640
 FL0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0640'IN PAMPA.
 FL0640'IN PAMPA AND ALONG THE F.W. AND D.R.R. ON THE RAILROAD OVERHEAD
 FL0640'CROSSING ON LEFORS-PAMPA ABOUT MILE POST 330.6.  SET IN N END OF SE OF
 FL0640'SE ABUTMENT.
 FL0640
 FL0640                          STATION RECOVERY (1945)
 FL0640
 FL0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 FL0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0800 ***********************************************************************
 FL0800  DESIGNATION -  T 228
 FL0800  PID         -  FL0800
 FL0800  STATE/COUNTY-  TX/HUTCHINSON
 FL0800  USGS QUAD   -  BORGER (1978)
 FL0800
 FL0800                         *CURRENT SURVEY CONTROL
 FL0800  ___________________________________________________________________
 FL0800* NAD 83(1986)-  35 39 50.     (N)    101 23 12.     (W)     SCALED    
 FL0800* NAVD 88     -       949.072  (meters)    3113.75   (feet)  ADJUSTED  
 FL0800  ___________________________________________________________________
 FL0800  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 FL0800  DYNAMIC HT  -         948.000 (meters)    3110.23  (feet)  COMP
 FL0800  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 FL0800
 FL0800  VERT ORDER  -  SECOND    CLASS 0
 FL0800
 FL0800.The horizontal coordinates were scaled from a topographic map and have
 FL0800.an estimated accuracy of +/- 6 seconds.
 FL0800
 FL0800.The orthometric height was determined by differential leveling
 FL0800.and adjusted by the National Geodetic Survey in June 1991..
 FL0800
 FL0800.The geoid height was determined by GEOID03.
 FL0800
 FL0800.The dynamic height is computed by dividing the NAVD 88
 FL0800.geopotential number by the normal gravity value computed on the
 FL0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0800.degrees latitude (g = 980.6199 gals.).
 FL0800
 FL0800.The modeled gravity was interpolated from observed gravity values.
 FL0800
 FL0800;                    North         East    Units  Estimated Accuracy
 FL0800;SPC TX N     - 1,184,590.      210,260.      MT  (+/- 180 meters Scaled)
 FL0800
 FL0800                          SUPERSEDED SURVEY CONTROL
 FL0800
 FL0800  NGVD 29 (??/??/92)  948.612  (m)         3112.24   (f) ADJ UNCH    2 0
 FL0800
 FL0800.Superseded values are not recommended for survey control.
 FL0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0800.See file dsdata.txt to determine how the superseded data were derived.
 FL0800
 FL0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE839492(NAD 83)
 FL0800_MARKER: DB = BENCH MARK DISK
 FL0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0800_STAMPING: T 228 1934
 FL0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0800+STABILITY: SURFACE MOTION
 FL0800
 FL0800  HISTORY     - Date     Condition        Report By
 FL0800  HISTORY     - 1934     MONUMENTED       CGS
 FL0800  HISTORY     - 1971     GOOD             USGS
 FL0800
 FL0800                          STATION DESCRIPTION
 FL0800
 FL0800'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL0800'IN BORGER.
 FL0800'AT BORGER, HUTCHINSON COUNTY, ABOUT 112 YARDS NORTH OF THE NORTH END
 FL0800'OF THE RAILROAD STATION, ABOUT 30 YARDS WEST OF THE MAIN LINE, 42 FT
 FL0800'WNW OF THE NW CORNER OF A LOADING RAMP, IN THE SE CORNER OF A LAWN, 6
 FL0800'FT W AND 3 FT N OF THE SE CORNER POST.  FROM THE INTERSECTION OF
 FL0800'JEFFERSON AND HARVEY STREETS, BM IS 250 FT E AND 33 FT N.  A STANDARD
 FL0800'DISK, STAMPED T 228 1934 AND SET IN THE TOP OF A CONCRETE POST
 FL0800'PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0262 ***********************************************************************
 BQ0262  DESIGNATION -  T 23
 BQ0262  PID         -  BQ0262
 BQ0262  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0262  USGS QUAD   -  CHISPA (1972)
 BQ0262
 BQ0262                         *CURRENT SURVEY CONTROL
 BQ0262  ___________________________________________________________________
 BQ0262* NAD 83(1986)-  30 43 25.     (N)    104 40 11.     (W)     SCALED    
 BQ0262* NAVD 88     -      1256.788  (meters)    4123.31   (feet)  ADJUSTED  
 BQ0262  ___________________________________________________________________
 BQ0262  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 BQ0262  DYNAMIC HT  -        1254.763 (meters)    4116.67  (feet)  COMP
 BQ0262  MODELED GRAV-     978,986.2   (mgal)                       NAVD 88
 BQ0262
 BQ0262  VERT ORDER  -  FIRST     CLASS II
 BQ0262
 BQ0262.The horizontal coordinates were scaled from a topographic map and have
 BQ0262.an estimated accuracy of +/- 6 seconds.
 BQ0262
 BQ0262.The orthometric height was determined by differential leveling
 BQ0262.and adjusted by the National Geodetic Survey in June 1991..
 BQ0262
 BQ0262.The geoid height was determined by GEOID03.
 BQ0262
 BQ0262.The dynamic height is computed by dividing the NAVD 88
 BQ0262.geopotential number by the normal gravity value computed on the
 BQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0262.degrees latitude (g = 980.6199 gals.).
 BQ0262
 BQ0262.The modeled gravity was interpolated from observed gravity values.
 BQ0262
 BQ0262;                    North         East    Units  Estimated Accuracy
 BQ0262;SPC TX C     - 3,125,260.      284,820.      MT  (+/- 180 meters Scaled)
 BQ0262
 BQ0262                          SUPERSEDED SURVEY CONTROL
 BQ0262
 BQ0262  NGVD 29 (??/??/92) 1256.247  (m)         4121.54   (f) ADJ UNCH    1 2
 BQ0262
 BQ0262.Superseded values are not recommended for survey control.
 BQ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0262.See file dsdata.txt to determine how the superseded data were derived.
 BQ0262
 BQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP316990(NAD 83)
 BQ0262_MARKER: DB = BENCH MARK DISK
 BQ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0262_STAMPING: T 23 1917 ELEV. 4121.829 FT.
 BQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0262+STABILITY: SURFACE MOTION
 BQ0262
 BQ0262  HISTORY     - Date     Condition        Report By
 BQ0262  HISTORY     - 1917     MONUMENTED       CGS
 BQ0262  HISTORY     - 1957     GOOD             NGS
 BQ0262  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0262  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0262
 BQ0262                          STATION DESCRIPTION
 BQ0262
 BQ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0262'13.6 MI SE FROM LOBO.
 BQ0262'ABOUT 13.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0262'FROM THE COUNTY ROAD CROSSING AT LOBO, ABOUT 14.2 MILES NORTHWEST OF
 BQ0262'THE STATION AT VALENTINE, 23 FEET SOUTHEAST OF MILEPOST 682, 39 FEET
 BQ0262'SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTHWEST OF A WHITE WOODEN
 BQ0262'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BQ0262'TOP OF A CONCRETE POST PROJECTING 1 1/2 FEET.
 BQ0262
 BQ0262                          STATION RECOVERY (1981)
 BQ0262
 BQ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0262'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 BQ0262
 BQ0262                          STATION RECOVERY (1996)
 BQ0262
 BQ0262'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0377 ***********************************************************************
 FL0377  DESIGNATION -  T 230
 FL0377  PID         -  FL0377
 FL0377  STATE/COUNTY-  TX/DONLEY
 FL0377  USGS QUAD   -  JERICHO (1964)
 FL0377
 FL0377                         *CURRENT SURVEY CONTROL
 FL0377  ___________________________________________________________________
 FL0377* NAD 83(1986)-  35 10 24.     (N)    100 54 54.     (W)     SCALED    
 FL0377* NAVD 88     -       973.890  (meters)    3195.17   (feet)  ADJUSTED  
 FL0377  ___________________________________________________________________
 FL0377  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0377  DYNAMIC HT  -         972.771 (meters)    3191.50  (feet)  COMP
 FL0377  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 FL0377
 FL0377  VERT ORDER  -  FIRST     CLASS II
 FL0377
 FL0377.The horizontal coordinates were scaled from a topographic map and have
 FL0377.an estimated accuracy of +/- 6 seconds.
 FL0377
 FL0377.The orthometric height was determined by differential leveling
 FL0377.and adjusted by the National Geodetic Survey in June 1991..
 FL0377.WARNING-Repeat measurements at this control monument indicate possible
 FL0377.vertical movement.
 FL0377
 FL0377.The geoid height was determined by GEOID03.
 FL0377
 FL0377.The dynamic height is computed by dividing the NAVD 88
 FL0377.geopotential number by the normal gravity value computed on the
 FL0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0377.degrees latitude (g = 980.6199 gals.).
 FL0377
 FL0377.The modeled gravity was interpolated from observed gravity values.
 FL0377
 FL0377;                    North         East    Units  Estimated Accuracy
 FL0377;SPC TX N     - 1,130,320.      253,290.      MT  (+/- 180 meters Scaled)
 FL0377
 FL0377                          SUPERSEDED SURVEY CONTROL
 FL0377
 FL0377  NGVD 29 (??/??/92)  973.469  (m)         3193.79   (f) ADJ UNCH    1 2
 FL0377
 FL0377.Superseded values are not recommended for survey control.
 FL0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0377.See file dsdata.txt to determine how the superseded data were derived.
 FL0377
 FL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD256939(NAD 83)
 FL0377_MARKER: DB = BENCH MARK DISK
 FL0377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FL0377_SP_SET: HEADWALL
 FL0377_STAMPING: T 230 1934
 FL0377_MARK LOGO: CGS   
 FL0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0377+STABILITY: SURFACE MOTION
 FL0377
 FL0377  HISTORY     - Date     Condition        Report By
 FL0377  HISTORY     - 1934     MONUMENTED       CGS
 FL0377  HISTORY     - 1953     GOOD             NGS
 FL0377  HISTORY     - 1984     GOOD             NGS
 FL0377
 FL0377                          STATION DESCRIPTION
 FL0377
 FL0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0377'0.35 MI W FROM JERICHO.
 FL0377'0.35 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0377'FROM THE STATION AT JERICHO, 13 FEET SOUTH OF THE SOUTH RAIL, 3 FEET
 FL0377'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 FL0377'SOUTH HEADWALL OF A CONCRETE CULVERT.
 FL0377
 FL0377                          STATION RECOVERY (1984)
 FL0377
 FL0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0377'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0377'KM) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0377'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 1.1 KM (0.7 KM)
 FL0377'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0811 ***********************************************************************
 DN0811  DESIGNATION -  T 231
 DN0811  PID         -  DN0811
 DN0811  STATE/COUNTY-  TX/MONTAGUE
 DN0811  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0811
 DN0811                         *CURRENT SURVEY CONTROL
 DN0811  ___________________________________________________________________
 DN0811* NAD 83(1986)-  33 36 58.     (N)    097 53 17.     (W)     SCALED    
 DN0811* NAVD 88     -       292.026  (meters)     958.09   (feet)  ADJUSTED  
 DN0811  ___________________________________________________________________
 DN0811  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0811  DYNAMIC HT  -         291.704 (meters)     957.03  (feet)  COMP
 DN0811  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 DN0811
 DN0811  VERT ORDER  -  FIRST     CLASS II
 DN0811
 DN0811.The horizontal coordinates were scaled from a topographic map and have
 DN0811.an estimated accuracy of +/- 6 seconds.
 DN0811
 DN0811.The orthometric height was determined by differential leveling
 DN0811.and adjusted by the National Geodetic Survey in June 1991..
 DN0811
 DN0811.The geoid height was determined by GEOID03.
 DN0811
 DN0811.The dynamic height is computed by dividing the NAVD 88
 DN0811.geopotential number by the normal gravity value computed on the
 DN0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0811.degrees latitude (g = 980.6199 gals.).
 DN0811
 DN0811.The modeled gravity was interpolated from observed gravity values.
 DN0811
 DN0811;                    North         East    Units  Estimated Accuracy
 DN0811;SPC TXNC     - 2,216,340.      656,780.      MT  (+/- 180 meters Scaled)
 DN0811
 DN0811                          SUPERSEDED SURVEY CONTROL
 DN0811
 DN0811  NGVD 29 (??/??/92)  291.921  (m)          957.74   (f) ADJ UNCH    1 2
 DN0811
 DN0811.Superseded values are not recommended for survey control.
 DN0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0811.See file dsdata.txt to determine how the superseded data were derived.
 DN0811
 DN0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC031201(NAD 83)
 DN0811_MARKER: DB = BENCH MARK DISK
 DN0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0811_SP_SET: CONCRETE POST
 DN0811_STAMPING: T 231 1952
 DN0811_MARK LOGO: CGS   
 DN0811_PROJECTION: FLUSH
 DN0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0811+STABILITY: SURFACE MOTION
 DN0811
 DN0811  HISTORY     - Date     Condition        Report By
 DN0811  HISTORY     - 1952     MONUMENTED       CGS
 DN0811  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0811  HISTORY     - 1986     GOOD             NGS
 DN0811
 DN0811                          STATION DESCRIPTION
 DN0811
 DN0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0811'4.5 MI N FROM BOWIE.
 DN0811'4.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0811'FROM THE STATION AT BOWIE, 12 POLES SOUTH OF MILEPOST 539, 2 POLES
 DN0811'SOUTH OF A ROAD CROSSING, 38 FEET WEST OF THE WEST RAIL, 24 FEET SOUTH
 DN0811'OF A TELEGRAPH POLE, 8.4 FEET EAST OF A FENCE, 3 FEET NORTH OF A
 DN0811'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 DN0811'FOOT ABOVE THE GROUND.
 DN0811
 DN0811                          STATION RECOVERY (1984)
 DN0811
 DN0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0811'MARK NOT FOUND.
 DN0811
 DN0811                          STATION RECOVERY (1986)
 DN0811
 DN0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0811'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.6 KM (4.1
 DN0811'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0811'HIGHWAY 287 IN BOWIE, THENCE 0.7 KM (0.45 MI) WEST ALONG A GRAVELED
 DN0811'ROAD, 78.6 M (257.9 FT) SOUTH OF THE CENTER OF THE ROAD, 11.6 M (38.1
 DN0811'FT) WEST OF THE NEAR RAIL OF THE OKLAHOMA KANSAS TEXAS RAILROAD, AND
 DN0811'7.3 M (24.0 FT) SOUTH OF A UTILITY POLE.  NOTE--NOT LEVELED TO.
 DN0811'THE MARK IS 2.6 METERS  E FROM  A WITNESS POST AND FENCE
 DN0811'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1076 ***********************************************************************
 BY1076  DESIGNATION -  T 232
 BY1076  PID         -  BY1076
 BY1076  STATE/COUNTY-  TX/NACOGDOCHES
 BY1076  USGS QUAD   -  CUSHING (1973)
 BY1076
 BY1076                         *CURRENT SURVEY CONTROL
 BY1076  ___________________________________________________________________
 BY1076* NAD 83(1986)-  31 48 23.     (N)    094 48 13.     (W)     SCALED    
 BY1076* NAVD 88     -       125.029  (meters)     410.20   (feet)  ADJUSTED  
 BY1076  ___________________________________________________________________
 BY1076  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY1076  DYNAMIC HT  -         124.877 (meters)     409.70  (feet)  COMP
 BY1076  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 BY1076
 BY1076  VERT ORDER  -  FIRST     CLASS II
 BY1076
 BY1076.The horizontal coordinates were scaled from a topographic map and have
 BY1076.an estimated accuracy of +/- 6 seconds.
 BY1076
 BY1076.The orthometric height was determined by differential leveling
 BY1076.and adjusted by the National Geodetic Survey in June 1991..
 BY1076.WARNING-Repeat measurements at this control monument indicate possible
 BY1076.vertical movement.
 BY1076
 BY1076.The geoid height was determined by GEOID03.
 BY1076
 BY1076.The dynamic height is computed by dividing the NAVD 88
 BY1076.geopotential number by the normal gravity value computed on the
 BY1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1076.degrees latitude (g = 980.6199 gals.).
 BY1076
 BY1076.The modeled gravity was interpolated from observed gravity values.
 BY1076
 BY1076;                    North         East    Units  Estimated Accuracy
 BY1076;SPC TX C     - 3,250,220.    1,223,390.      MT  (+/- 180 meters Scaled)
 BY1076
 BY1076                          SUPERSEDED SURVEY CONTROL
 BY1076
 BY1076  NGVD 29 (??/??/92)  125.028  (m)          410.20   (f) ADJ UNCH    1 2
 BY1076
 BY1076.Superseded values are not recommended for survey control.
 BY1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1076.See file dsdata.txt to determine how the superseded data were derived.
 BY1076
 BY1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR292203(NAD 83)
 BY1076_MARKER: DB = BENCH MARK DISK
 BY1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1076_STAMPING: T 232 1952
 BY1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1076+STABILITY: SURFACE MOTION
 BY1076
 BY1076  HISTORY     - Date     Condition        Report By
 BY1076  HISTORY     - 1952     MONUMENTED       CGS
 BY1076  HISTORY     - 1979     GOOD             NGS
 BY1076  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1076
 BY1076                          STATION DESCRIPTION
 BY1076
 BY1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1076'2.2 MI E FROM CUSHING.
 BY1076'2.2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1076'STATION AT CUSHING, 7 1/2 POLES EAST OF MILEPOST 170, 115 FEET SOUTH
 BY1076'OF THE CENTER LINE OF FARM ROAD 204, 71 FEET NORTH OF THE NORTH RAIL,
 BY1076'29 FEET NORTHWEST OF A TELEGRAPH POLE, 26 FEET SOUTH OF A FENCE, 31
 BY1076'FEET SOUTH OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 1.8 FEET WEST OF
 BY1076'A WITNESS POST, 15 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF
 BY1076'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY1076
 BY1076                          STATION RECOVERY (1979)
 BY1076
 BY1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1076'RECOVERED IN GOOD CONDITION.
 BY1076
 BY1076                          STATION RECOVERY (1998)
 BY1076
 BY1076'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0448 ***********************************************************************
 DN0448  DESIGNATION -  T 233 RESET
 DN0448  PID         -  DN0448
 DN0448  STATE/COUNTY-  TX/GRAYSON
 DN0448  USGS QUAD   -  DENISON DAM (1973)
 DN0448
 DN0448                         *CURRENT SURVEY CONTROL
 DN0448  ___________________________________________________________________
 DN0448* NAD 83(1986)-  33 46 49.     (N)    096 31 55.     (W)     SCALED    
 DN0448* NAVD 88     -       179.85   (meters)     590.1    (feet)  RESET     
 DN0448  ___________________________________________________________________
 DN0448  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DN0448
 DN0448  VERT ORDER  -  THIRD
 DN0448
 DN0448.The horizontal coordinates were scaled from a topographic map and have
 DN0448.an estimated accuracy of +/- 6 seconds.
 DN0448
 DN0448.The orthometric height was computed from unverified reset data.
 DN0448
 DN0448.The geoid height was determined by GEOID03.
 DN0448
 DN0448;                    North         East    Units  Estimated Accuracy
 DN0448;SPC TXNC     - 2,236,090.      782,270.      MT  (+/- 180 meters Scaled)
 DN0448
 DN0448                          SUPERSEDED SURVEY CONTROL
 DN0448
 DN0448.No superseded survey control is available for this station.
 DN0448
 DN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC285405(NAD 83)
 DN0448_MARKER: DB = BENCH MARK DISK
 DN0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0448_STAMPING: T 233 RESET 1960
 DN0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0448+STABILITY: SURFACE MOTION
 DN0448
 DN0448  HISTORY     - Date     Condition        Report By
 DN0448  HISTORY     - 1960     MONUMENTED       TXHD
 DN0448  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0448
 DN0448                          STATION DESCRIPTION
 DN0448
 DN0448'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 DN0448'1.8 MI N FROM DENISON.
 DN0448'THIS MARK IS LOCATED 1.8 MILES NORTH ALONG THE MISSOURI, KANSAS, TEXAS
 DN0448'RAILROAD FROM THE UNION STATION AT DENISON, 3-1/2 POLES SOUTH OF
 DN0448'MILEPOST 659, 420 FEET WEST OF THE WEST RAIL, 100 FEET WEST OF THE
 DN0448'CENTERLINE OF THE WEST LANE OF U.S. HIGHWAY 75, 570 FEET SOUTH OF THE
 DN0448'SPILLWAY OF A SMALL LAKE, 3 FEET SOUTH OF A WITNESS POST, AND SET IN
 DN0448'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DN0448
 DN0448                          STATION RECOVERY (1986)
 DN0448
 DN0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0429 ***********************************************************************
 FM0429  DESIGNATION -  T 234
 FM0429  PID         -  FM0429
 FM0429  STATE/COUNTY-  TX/HARTLEY
 FM0429  USGS QUAD   -  KING (1973)
 FM0429
 FM0429                         *CURRENT SURVEY CONTROL
 FM0429  ___________________________________________________________________
 FM0429* NAD 83(1986)-  35 56 09.     (N)    102 40 56.     (W)     SCALED    
 FM0429* NAVD 88     -      1231.764  (meters)    4041.21   (feet)  ADJUSTED  
 FM0429  ___________________________________________________________________
 FM0429  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 FM0429  DYNAMIC HT  -        1230.316 (meters)    4036.46  (feet)  COMP
 FM0429  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 FM0429
 FM0429  VERT ORDER  -  FIRST     CLASS II
 FM0429
 FM0429.The horizontal coordinates were scaled from a topographic map and have
 FM0429.an estimated accuracy of +/- 6 seconds.
 FM0429
 FM0429.The orthometric height was determined by differential leveling
 FM0429.and adjusted by the National Geodetic Survey in June 1991..
 FM0429
 FM0429.The geoid height was determined by GEOID03.
 FM0429
 FM0429.The dynamic height is computed by dividing the NAVD 88
 FM0429.geopotential number by the normal gravity value computed on the
 FM0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0429.degrees latitude (g = 980.6199 gals.).
 FM0429
 FM0429.The modeled gravity was interpolated from observed gravity values.
 FM0429
 FM0429;                    North         East    Units  Estimated Accuracy
 FM0429;SPC TX N     - 1,215,400.       93,330.      MT  (+/- 180 meters Scaled)
 FM0429
 FM0429                          SUPERSEDED SURVEY CONTROL
 FM0429
 FM0429  NGVD 29 (??/??/92) 1231.207  (m)         4039.39   (f) ADJ UNCH    1 2
 FM0429
 FM0429.Superseded values are not recommended for survey control.
 FM0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0429.See file dsdata.txt to determine how the superseded data were derived.
 FM0429
 FM0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV090793(NAD 83)
 FM0429_MARKER: DB = BENCH MARK DISK
 FM0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0429_STAMPING: T-234 1933
 FM0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0429+STABILITY: SURFACE MOTION
 FM0429
 FM0429  HISTORY     - Date     Condition        Report By
 FM0429  HISTORY     - 1933     MONUMENTED       CGS
 FM0429  HISTORY     - 1973     MARK NOT FOUND   USGS
 FM0429
 FM0429                          STATION DESCRIPTION
 FM0429
 FM0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0429'8.5 MI NE FROM MIDDLEWATER.
 FM0429'8.5 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. 10
 FM0429'POLES SOUTH WEST OF MILE POLE NO. 558.  2.6 MILES NORTH EAST OF KING.
 FM0429'SET IN POST, 100 FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS AND 2
 FM0429'FEET NORTH WEST OF THE RIGHT-OF-WAY FENCE.
 FM0429
 FM0429                          STATION RECOVERY (1973)
 FM0429
 FM0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0014 ***********************************************************************
 FM0014  DESIGNATION -  T 235
 FM0014  PID         -  FM0014
 FM0014  STATE/COUNTY-  TX/HARTLEY
 FM0014  USGS QUAD   -  HARTLEY SE (1963)
 FM0014
 FM0014                         *CURRENT SURVEY CONTROL
 FM0014  ___________________________________________________________________
 FM0014* NAD 83(1986)-  35 47 32.     (N)    102 20 37.     (W)     SCALED    
 FM0014* NAVD 88     -      1192.370  (meters)    3911.97   (feet)  ADJUSTED  
 FM0014  ___________________________________________________________________
 FM0014  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 FM0014  DYNAMIC HT  -        1190.962 (meters)    3907.35  (feet)  COMP
 FM0014  MODELED GRAV-     979,411.4   (mgal)                       NAVD 88
 FM0014
 FM0014  VERT ORDER  -  FIRST     CLASS II
 FM0014
 FM0014.The horizontal coordinates were scaled from a topographic map and have
 FM0014.an estimated accuracy of +/- 6 seconds.
 FM0014
 FM0014.The orthometric height was determined by differential leveling
 FM0014.and adjusted by the National Geodetic Survey in June 1991..
 FM0014
 FM0014.The geoid height was determined by GEOID03.
 FM0014
 FM0014.The dynamic height is computed by dividing the NAVD 88
 FM0014.geopotential number by the normal gravity value computed on the
 FM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0014.degrees latitude (g = 980.6199 gals.).
 FM0014
 FM0014.The modeled gravity was interpolated from observed gravity values.
 FM0014
 FM0014;                    North         East    Units  Estimated Accuracy
 FM0014;SPC TX N     - 1,199,150.      123,740.      MT  (+/- 180 meters Scaled)
 FM0014
 FM0014                          SUPERSEDED SURVEY CONTROL
 FM0014
 FM0014  NGVD 29 (??/??/92) 1191.787  (m)         3910.05   (f) ADJ UNCH    1 2
 FM0014
 FM0014.Superseded values are not recommended for survey control.
 FM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0014.See file dsdata.txt to determine how the superseded data were derived.
 FM0014
 FM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV400641(NAD 83)
 FM0014_MARKER: DB = BENCH MARK DISK
 FM0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0014_STAMPING: T-235 1933
 FM0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0014+STABILITY: SURFACE MOTION
 FM0014
 FM0014  HISTORY     - Date     Condition        Report By
 FM0014  HISTORY     - 1933     MONUMENTED       CGS
 FM0014  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0014
 FM0014                          STATION DESCRIPTION
 FM0014
 FM0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0014'8.0 MI NW FROM CHANNING.
 FM0014'8.0 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0014'CITY RAILROAD.  AT DUNCAN, 3 POLES SOUTH EAST OF MILE POLE NO. 396.
 FM0014'SET IN POST, 15 FEET SOUTH WEST OF THE CENTERLINE OF THE TRACKS AND 6
 FM0014'FEET NORTH WEST OF CONCRETE TELEPHONE BOOTH.
 FM0014
 FM0014                          STATION RECOVERY (1985)
 FM0014
 FM0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0014'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0238 ***********************************************************************
 FM0238  DESIGNATION -  T 236
 FM0238  PID         -  FM0238
 FM0238  STATE/COUNTY-  TX/POTTER
 FM0238  USGS QUAD   -  BODEN (1966)
 FM0238
 FM0238                         *CURRENT SURVEY CONTROL
 FM0238  ___________________________________________________________________
 FM0238* NAD 83(1986)-  35 25 28.     (N)    102 04 42.     (W)     SCALED    
 FM0238* NAVD 88     -       971.808  (meters)    3188.34   (feet)  ADJUSTED  
 FM0238  ___________________________________________________________________
 FM0238  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FM0238  DYNAMIC HT  -         970.667 (meters)    3184.60  (feet)  COMP
 FM0238  MODELED GRAV-     979,427.3   (mgal)                       NAVD 88
 FM0238
 FM0238  VERT ORDER  -  FIRST     CLASS II
 FM0238
 FM0238.The horizontal coordinates were scaled from a topographic map and have
 FM0238.an estimated accuracy of +/- 6 seconds.
 FM0238
 FM0238.The orthometric height was determined by differential leveling
 FM0238.and adjusted by the National Geodetic Survey in June 1991..
 FM0238
 FM0238.The geoid height was determined by GEOID03.
 FM0238
 FM0238.The dynamic height is computed by dividing the NAVD 88
 FM0238.geopotential number by the normal gravity value computed on the
 FM0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0238.degrees latitude (g = 980.6199 gals.).
 FM0238
 FM0238.The modeled gravity was interpolated from observed gravity values.
 FM0238
 FM0238;                    North         East    Units  Estimated Accuracy
 FM0238;SPC TX N     - 1,158,180.      147,480.      MT  (+/- 180 meters Scaled)
 FM0238
 FM0238                          SUPERSEDED SURVEY CONTROL
 FM0238
 FM0238  NGVD 29 (??/??/92)  971.342  (m)         3186.81   (f) ADJ UNCH    1 2
 FM0238
 FM0238.Superseded values are not recommended for survey control.
 FM0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0238.See file dsdata.txt to determine how the superseded data were derived.
 FM0238
 FM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV652240(NAD 83)
 FM0238_MARKER: DB = BENCH MARK DISK
 FM0238_SETTING: 66 = SET IN ROCK OUTCROP
 FM0238_SP_SET: OUTCROP
 FM0238_STAMPING: T-236 1933
 FM0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0238+STABILITY: POSITION/ELEVATION WELL
 FM0238
 FM0238  HISTORY     - Date     Condition        Report By
 FM0238  HISTORY     - 1933     MONUMENTED       CGS
 FM0238  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0238  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0238
 FM0238                          STATION DESCRIPTION
 FM0238
 FM0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0238'2.0 MI NW FROM BODEN.
 FM0238'2.0 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0238'CITY RAILROAD.  AT SANDSTONE OUTCROP ON INSIDE OF CURVE, 7 1/2 POLES
 FM0238'SOUTH EAST OF MILE POLE NO. 360.  280 FEET NORTH WEST OF THE
 FM0238'CENTERLINE OF CONCRETE CULVERT NO. 359-78.  160 FEET NORTH WEST OF
 FM0238'HANDCAR SET-OFF, 20 FEET NORTH EAST OF THE CENTERLINE OF THE TRACKS.
 FM0238
 FM0238                          STATION RECOVERY (1966)
 FM0238
 FM0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0238'MARK NOT FOUND.
 FM0238
 FM0238                          STATION RECOVERY (1985)
 FM0238
 FM0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0238'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0030 ***********************************************************************
 GL0030  DESIGNATION -  T 237
 GL0030  PID         -  GL0030
 GL0030  STATE/COUNTY-  TX/DALLAM
 GL0030  USGS QUAD   -  WILCO NE (1965)
 GL0030
 GL0030                         *CURRENT SURVEY CONTROL
 GL0030  ___________________________________________________________________
 GL0030* NAD 83(1986)-  36 12 04.     (N)    102 17 41.     (W)     SCALED    
 GL0030* NAVD 88     -      1178.420  (meters)    3866.20   (feet)  ADJUSTED  
 GL0030  ___________________________________________________________________
 GL0030  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 GL0030  DYNAMIC HT  -        1177.085 (meters)    3861.82  (feet)  COMP
 GL0030  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 GL0030
 GL0030  VERT ORDER  -  FIRST     CLASS II
 GL0030
 GL0030.The horizontal coordinates were scaled from a topographic map and have
 GL0030.an estimated accuracy of +/- 6 seconds.
 GL0030
 GL0030.The orthometric height was determined by differential leveling
 GL0030.and adjusted by the National Geodetic Survey in June 1991..
 GL0030
 GL0030.The geoid height was determined by GEOID03.
 GL0030
 GL0030.The dynamic height is computed by dividing the NAVD 88
 GL0030.geopotential number by the normal gravity value computed on the
 GL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0030.degrees latitude (g = 980.6199 gals.).
 GL0030
 GL0030.The modeled gravity was interpolated from observed gravity values.
 GL0030
 GL0030;                    North         East    Units  Estimated Accuracy
 GL0030;SPC TX N     - 1,244,480.      128,530.      MT  (+/- 180 meters Scaled)
 GL0030
 GL0030                          SUPERSEDED SURVEY CONTROL
 GL0030
 GL0030.No superseded survey control is available for this station.
 GL0030
 GL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA432096(NAD 83)
 GL0030_MARKER: DB = BENCH MARK DISK
 GL0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0030_STAMPING: T-237, 1933
 GL0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0030+STABILITY: SURFACE MOTION
 GL0030
 GL0030  HISTORY     - Date     Condition        Report By
 GL0030  HISTORY     - 1933     MONUMENTED       CGS
 GL0030
 GL0030                          STATION DESCRIPTION
 GL0030
 GL0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0030'3.7 MI SW FROM CONLEN.
 GL0030'3.7 MILES SOUTH WEST OF CONLEN DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0030'30 POLES SOUTH WEST OF MILE POLE NO. 529.  AT HANDCAR SETOFF.  SET IN
 GL0030'POST, 103 FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS AND 3 FEET
 GL0030'NORTH WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0925 ***********************************************************************
 BZ0925  DESIGNATION -  T 238
 BZ0925  PID         -  BZ0925
 BZ0925  STATE/COUNTY-  TX/BELL
 BZ0925  USGS QUAD   -  KILLEEN (1995)
 BZ0925
 BZ0925                         *CURRENT SURVEY CONTROL
 BZ0925  ___________________________________________________________________
 BZ0925* NAD 83(1986)-  31 05 22.     (N)    097 41 01.     (W)     SCALED    
 BZ0925* NAVD 88     -       251.973  (meters)     826.68   (feet)  ADJUSTED  
 BZ0925  ___________________________________________________________________
 BZ0925  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BZ0925  DYNAMIC HT  -         251.635 (meters)     825.57  (feet)  COMP
 BZ0925  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 BZ0925
 BZ0925  VERT ORDER  -  FIRST     CLASS II
 BZ0925
 BZ0925.This mark is at Killeen Muni (ILE) Airport (ILE)
 BZ0925
 BZ0925.The horizontal coordinates were scaled from a topographic map and have
 BZ0925.an estimated accuracy of +/- 6 seconds.
 BZ0925
 BZ0925.The orthometric height was determined by differential leveling
 BZ0925.and adjusted by the National Geodetic Survey in June 1991..
 BZ0925
 BZ0925.The geoid height was determined by GEOID03.
 BZ0925
 BZ0925.The dynamic height is computed by dividing the NAVD 88
 BZ0925.geopotential number by the normal gravity value computed on the
 BZ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0925.degrees latitude (g = 980.6199 gals.).
 BZ0925
 BZ0925.The modeled gravity was interpolated from observed gravity values.
 BZ0925
 BZ0925;                    North         East    Units  Estimated Accuracy
 BZ0925;SPC TX C     - 3,160,730.      952,770.      MT  (+/- 180 meters Scaled)
 BZ0925
 BZ0925                          SUPERSEDED SURVEY CONTROL
 BZ0925
 BZ0925  NGVD 29 (??/??/92)  251.897  (m)          826.43   (f) ADJ UNCH    1 2
 BZ0925
 BZ0925.Superseded values are not recommended for survey control.
 BZ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0925.See file dsdata.txt to determine how the superseded data were derived.
 BZ0925
 BZ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV255402(NAD 83)
 BZ0925_MARKER: DB = BENCH MARK DISK
 BZ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0925_STAMPING: T 238 1953
 BZ0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0925+STABILITY: SURFACE MOTION
 BZ0925
 BZ0925  HISTORY     - Date     Condition        Report By
 BZ0925  HISTORY     - 1953     MONUMENTED       CGS
 BZ0925  HISTORY     - 1964     GOOD             NGS
 BZ0925  HISTORY     - 1983     GOOD             NGS
 BZ0925  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0925  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0925
 BZ0925                          STATION DESCRIPTION
 BZ0925
 BZ0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BZ0925'3.0 MI E FROM KILLEEN.
 BZ0925'AT MOYER AIRPORT, BELL COUNTY, 63 FEET SOUTH OF THE CENTER OF THE WEST
 BZ0925'END OF THE EAST-AND-WEST RUNWAY, 1 FOOT EAST OF A FENCE, AND 2 FEET
 BZ0925'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T 238
 BZ0925'1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 BZ0925'GROUND.  NOTE-- THE AIRPORT NAME HAS BEEN CHANGED.  IT IS NOW THE
 BZ0925'KILLEEN SKYLARK FIELD.  TO REACH THE BENCH MARK FROM THE JUNCTION OF
 BZ0925'FARM ROAD 439 AND U. S. HIGHWAY 190 AT KILLEEN, GO EASTERLY ON U. S.
 BZ0925'HIGHWAY 190 FOR 3.1 MILES TO THE AIRPORT ON THE RIGHT AND BENCH MARK
 BZ0925'AS DESCRIBED.
 BZ0925
 BZ0925                          STATION RECOVERY (1983)
 BZ0925
 BZ0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0925'RECOVERED IN GOOD CONDITION.
 BZ0925
 BZ0925                          STATION RECOVERY (1995)
 BZ0925
 BZ0925'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0925'MARK NOT FOUND.
 BZ0925
 BZ0925                          STATION RECOVERY (2001)
 BZ0925
 BZ0925'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0940 ***********************************************************************
 BZ0940  DESIGNATION -  T 239
 BZ0940  PID         -  BZ0940
 BZ0940  STATE/COUNTY-  TX/BELL
 BZ0940  USGS QUAD   -  POST OAK MOUNTAIN (1994)
 BZ0940
 BZ0940                         *CURRENT SURVEY CONTROL
 BZ0940  ___________________________________________________________________
 BZ0940* NAD 83(1986)-  31 08 15.     (N)    097 44 55.     (W)     SCALED    
 BZ0940* NAVD 88     -       281.372  (meters)     923.13   (feet)  ADJUSTED  
 BZ0940  ___________________________________________________________________
 BZ0940  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BZ0940  DYNAMIC HT  -         280.995 (meters)     921.90  (feet)  COMP
 BZ0940  MODELED GRAV-     979,296.7   (mgal)                       NAVD 88
 BZ0940
 BZ0940  VERT ORDER  -  FIRST     CLASS II
 BZ0940
 BZ0940.The horizontal coordinates were scaled from a topographic map and have
 BZ0940.an estimated accuracy of +/- 6 seconds.
 BZ0940
 BZ0940.The orthometric height was determined by differential leveling
 BZ0940.and adjusted by the National Geodetic Survey in June 1991..
 BZ0940
 BZ0940.The geoid height was determined by GEOID03.
 BZ0940
 BZ0940.The dynamic height is computed by dividing the NAVD 88
 BZ0940.geopotential number by the normal gravity value computed on the
 BZ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0940.degrees latitude (g = 980.6199 gals.).
 BZ0940
 BZ0940.The modeled gravity was interpolated from observed gravity values.
 BZ0940
 BZ0940;                    North         East    Units  Estimated Accuracy
 BZ0940;SPC TX C     - 3,165,910.      946,450.      MT  (+/- 180 meters Scaled)
 BZ0940
 BZ0940                          SUPERSEDED SURVEY CONTROL
 BZ0940
 BZ0940  NGVD 29 (??/??/92)  281.290  (m)          922.87   (f) ADJ UNCH    1 2
 BZ0940
 BZ0940.Superseded values are not recommended for survey control.
 BZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0940.See file dsdata.txt to determine how the superseded data were derived.
 BZ0940
 BZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV192455(NAD 83)
 BZ0940_MARKER: DB = BENCH MARK DISK
 BZ0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0940_SP_SET: CULVERT
 BZ0940_STAMPING: T 239 1953
 BZ0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0940
 BZ0940  HISTORY     - Date     Condition        Report By
 BZ0940  HISTORY     - 1953     MONUMENTED       CGS
 BZ0940  HISTORY     - 1957     GOOD             DOD
 BZ0940  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0940
 BZ0940                          STATION DESCRIPTION
 BZ0940
 BZ0940'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0940'4.1 MI NW FROM KILLEEN.
 BZ0940'4.1 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 0.3 MILE WEST ALONG THE
 BZ0940'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.7 MILE NORTH
 BZ0940'ALONG COLLEGE STREET, 0.1 MILE WEST ALONG DEAN STREET, 0.3 MILE NORTH
 BZ0940'ALONG GARTH STREET, 0.8 MILE NORTH ALONG THE AIRPORT ROAD, 1.1 MILES
 BZ0940'SOUTHWEST ALONG PARK AVENUE, 0.25 MILE SOUTH ALONG TWENTIETH STREET,
 BZ0940'0.6 MILE WEST ALONG BATTALION AVENUE.  IT IS ON THE FORT HOOD MILITARY
 BZ0940'RESERVATION, 67 FEET SOUTHWEST OF THE CENTER OF AN INTERSECTION OF
 BZ0940'ACADEMIC DRIVE, AT A 24-INCH CONCRETE CULVERT UNDER ACADEMIC DRIVE, IN
 BZ0940'THE TOP OF THE NORTH END OF THE WEST HEADWALL, AND 27 FEET WEST OF THE
 BZ0940'CENTERLINE OF ACADEMIC DRIVE.
 BZ0940
 BZ0940                          STATION RECOVERY (2001)
 BZ0940
 BZ0940'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0122 ***********************************************************************
 BQ0122  DESIGNATION -  T 24 USGS
 BQ0122  PID         -  BQ0122
 BQ0122  STATE/COUNTY-  TX/PRESIDIO
 BQ0122  USGS QUAD   -  MARFA (1983)
 BQ0122
 BQ0122                         *CURRENT SURVEY CONTROL
 BQ0122  ___________________________________________________________________
 BQ0122* NAD 83(1986)-  30 18 48.     (N)    104 01 20.     (W)     SCALED    
 BQ0122* NAVD 88     -      1432.512  (meters)    4699.83   (feet)  ADJUSTED  
 BQ0122  ___________________________________________________________________
 BQ0122  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 BQ0122  DYNAMIC HT  -        1430.119 (meters)    4691.98  (feet)  COMP
 BQ0122  MODELED GRAV-     978,921.0   (mgal)                       NAVD 88
 BQ0122
 BQ0122  VERT ORDER  -  FIRST     CLASS II
 BQ0122
 BQ0122.The horizontal coordinates were scaled from a topographic map and have
 BQ0122.an estimated accuracy of +/- 6 seconds.
 BQ0122
 BQ0122.The orthometric height was determined by differential leveling
 BQ0122.and adjusted by the National Geodetic Survey in June 1991..
 BQ0122
 BQ0122.The geoid height was determined by GEOID03.
 BQ0122
 BQ0122.The dynamic height is computed by dividing the NAVD 88
 BQ0122.geopotential number by the normal gravity value computed on the
 BQ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0122.degrees latitude (g = 980.6199 gals.).
 BQ0122
 BQ0122.The modeled gravity was interpolated from observed gravity values.
 BQ0122
 BQ0122;                    North         East    Units  Estimated Accuracy
 BQ0122;SPC TXSC     - 4,285,230.      117,100.      MT  (+/- 180 meters Scaled)
 BQ0122
 BQ0122                          SUPERSEDED SURVEY CONTROL
 BQ0122
 BQ0122  NGVD 29 (??/??/92) 1431.921  (m)         4697.89   (f) ADJ UNCH    1 2
 BQ0122
 BQ0122.Superseded values are not recommended for survey control.
 BQ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0122.See file dsdata.txt to determine how the superseded data were derived.
 BQ0122
 BQ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP940539(NAD 83)
 BQ0122_MARKER: DB = BENCH MARK DISK
 BQ0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BQ0122_SP_SET: BUILDING
 BQ0122_STAMPING: ELEV. 4698.029 FT. MARFA
 BQ0122_MARK LOGO: USGS  
 BQ0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0122
 BQ0122  HISTORY     - Date     Condition        Report By
 BQ0122  HISTORY     - UNK      MONUMENTED       USGS
 BQ0122  HISTORY     - 1957     GOOD             NGS
 BQ0122  HISTORY     - 1981     GOOD             NGS
 BQ0122  HISTORY     - 1990     GOOD             USPSQD
 BQ0122  HISTORY     - 19961009 GOOD             USPSQD
 BQ0122
 BQ0122                          STATION DESCRIPTION
 BQ0122
 BQ0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0122'0.2 MI N FROM MARFA.
 BQ0122'0.2 MILE NORTH ALONG HIGHLAND STREET, WHICH IS STATE HIGHWAY 17, FROM
 BQ0122'THE TEXAS AND NEW ORLEANS RAILROAD STATION, SET VERTICALLY IN SOUTH
 BQ0122'FACE OF THE SOUTHEAST CORNERSTONE OF THE PRESIDIO COUNTY COURTHOUSE, 2
 BQ0122'FEET WEST OF THE SOUTHEAST CORNER, AND 1 FOOT ABOVE THE GROUND.
 BQ0122
 BQ0122                          STATION RECOVERY (1981)
 BQ0122
 BQ0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0122'IN MARFA, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST CORNER
 BQ0122'STONE OF THE COUNTY COURTHOUSE, 0.6 METER (2.0 FT) WEST OF THE
 BQ0122'SOUTHEAST CORNER OF THE BUILDING.
 BQ0122'THE MARK IS 0.3 M ABOVE THE GROUND.
 BQ0122
 BQ0122                          STATION RECOVERY (1990)
 BQ0122
 BQ0122'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0122'RECOVERED IN GOOD CONDITION.
 BQ0122
 BQ0122                          STATION RECOVERY (1996)
 BQ0122
 BQ0122'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0473 ***********************************************************************
 BM0473  DESIGNATION -  T 240
 BM0473  PID         -  BM0473
 BM0473  STATE/COUNTY-  TX/BASTROP
 BM0473  USGS QUAD   -  ELGIN EAST (1982)
 BM0473
 BM0473                         *CURRENT SURVEY CONTROL
 BM0473  ___________________________________________________________________
 BM0473* NAD 83(1986)-  30 20 51.     (N)    097 22 05.     (W)     SCALED    
 BM0473* NAVD 88     -       174.67   (+/-2cm)     573.1    (feet)  VERTCON   
 BM0473  ___________________________________________________________________
 BM0473  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0473
 BM0473  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0473
 BM0473.The horizontal coordinates were scaled from a topographic map and have
 BM0473.an estimated accuracy of +/- 6 seconds.
 BM0473
 BM0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0473.The vertical order pertains to the NGVD 29 superseded value.
 BM0473
 BM0473.The geoid height was determined by GEOID03.
 BM0473
 BM0473;                    North         East    Units  Estimated Accuracy
 BM0473;SPC TX C     - 3,079,270.      985,060.      MT  (+/- 180 meters Scaled)
 BM0473
 BM0473                          SUPERSEDED SURVEY CONTROL
 BM0473
 BM0473  NGVD 29 (??/??/92)  174.596  (m)          572.82   (f) ADJ UNCH    1 2
 BM0473
 BM0473.Superseded values are not recommended for survey control.
 BM0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0473.See file dsdata.txt to determine how the superseded data were derived.
 BM0473
 BM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU568584(NAD 83)
 BM0473_MARKER: DB = BENCH MARK DISK
 BM0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0473_SP_SET: STATION
 BM0473_STAMPING: T 240 1953
 BM0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0473+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BM0473
 BM0473  HISTORY     - Date     Condition        Report By
 BM0473  HISTORY     - 1953     MONUMENTED       CGS
 BM0473  HISTORY     - 1990     GOOD             USPSQD
 BM0473  HISTORY     - 19910710 GOOD             USPSQD
 BM0473  HISTORY     - 19990522 GOOD             USPSQD
 BM0473  HISTORY     - 20040306 GOOD             USPSQD
 BM0473
 BM0473                          STATION DESCRIPTION
 BM0473
 BM0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0473'IN ELGIN.
 BM0473'AT ELGIN, 69 FEET WEST OF THE CENTER OF THE CROSSING OF THE MISSOURI,
 BM0473'KANSAS AND TEXAS RAILROAD OF TEXAS AND THE TEXAS AND NEW ORLEANS
 BM0473'RAILROAD, 21.6 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE WHITE
 BM0473'WAITING ROOM OF THE RAILROAD STATION, 2.3 FEET ABOVE THE GROUND, SET
 BM0473'VERTICALLY IN THE EAST BRICK WALL OF THE RAILROAD STATION.
 BM0473
 BM0473                          STATION RECOVERY (1990)
 BM0473
 BM0473'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0473'RECOVERED IN GOOD CONDITION.
 BM0473
 BM0473                          STATION RECOVERY (1991)
 BM0473
 BM0473'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0473'RECOVERED IN GOOD CONDITION.
 BM0473
 BM0473                          STATION RECOVERY (1999)
 BM0473
 BM0473'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0473'RECOVERED IN GOOD CONDITION.
 BM0473
 BM0473                          STATION RECOVERY (2004)
 BM0473
 BM0473'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0249 ***********************************************************************
 GL0249  DESIGNATION -  T 241
 GL0249  PID         -  GL0249
 GL0249  STATE/COUNTY-  TX/DALLAM
 GL0249  USGS QUAD   -  BOLIN NE (1973)
 GL0249
 GL0249                         *CURRENT SURVEY CONTROL
 GL0249  ___________________________________________________________________
 GL0249* NAD 83(1986)-  36 07 48.     (N)    102 37 16.     (W)     SCALED    
 GL0249* NAVD 88     -      1240.299  (meters)    4069.21   (feet)  ADJUSTED  
 GL0249  ___________________________________________________________________
 GL0249  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 GL0249  DYNAMIC HT  -        1238.861 (meters)    4064.50  (feet)  COMP
 GL0249  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 GL0249
 GL0249  VERT ORDER  -  FIRST     CLASS II
 GL0249
 GL0249.The horizontal coordinates were scaled from a topographic map and have
 GL0249.an estimated accuracy of +/- 6 seconds.
 GL0249
 GL0249.The orthometric height was determined by differential leveling
 GL0249.and adjusted by the National Geodetic Survey in June 1991..
 GL0249
 GL0249.The geoid height was determined by GEOID03.
 GL0249
 GL0249.The dynamic height is computed by dividing the NAVD 88
 GL0249.geopotential number by the normal gravity value computed on the
 GL0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0249.degrees latitude (g = 980.6199 gals.).
 GL0249
 GL0249.The modeled gravity was interpolated from observed gravity values.
 GL0249
 GL0249;                    North         East    Units  Estimated Accuracy
 GL0249;SPC TX N     - 1,236,880.       99,090.      MT  (+/- 180 meters Scaled)
 GL0249
 GL0249                          SUPERSEDED SURVEY CONTROL
 GL0249
 GL0249.No superseded survey control is available for this station.
 GL0249
 GL0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA140009(NAD 83)
 GL0249_MARKER: DB = BENCH MARK DISK
 GL0249_SETTING: 0 = UNSPECIFIED SETTING
 GL0249_STAMPING: T-241-1934
 GL0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0249
 GL0249  HISTORY     - Date     Condition        Report By
 GL0249  HISTORY     - 1934     MONUMENTED       CGS
 GL0249  HISTORY     - 1960     GOOD             NGS
 GL0249
 GL0249                          STATION DESCRIPTION
 GL0249
 GL0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GL0249'7.42 MI NW FROM DALHART.
 GL0249'7.42 MILES NW BY RAIL.  THE MARK IS 2.15 MILES NORTH OF TRIANGULATION
 GL0249'STATION LOCKHART 1934, 206 FEET SOUTH OF THE PAINTED CENTERLINE OF
 GL0249'U.S. HIGHWAY 87, 51 FEET SOUTH OF THE SOUTHWEST RAIL OF RAILROAD
 GL0249'TRACKS, 51 FEET WEST OF THE CENTER OF A DIRT ROAD, 19 FEET WEST OF A
 GL0249'FENCE CORNER AND 4 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0343 ***********************************************************************
 FM0343  DESIGNATION -  T 243
 FM0343  PID         -  FM0343
 FM0343  STATE/COUNTY-  TX/OLDHAM
 FM0343  USGS QUAD   -  VEGA SOUTH (1966)
 FM0343
 FM0343                         *CURRENT SURVEY CONTROL
 FM0343  ___________________________________________________________________
 FM0343* NAD 83(1986)-  35 14 18.     (N)    102 23 34.     (W)     SCALED    
 FM0343* NAVD 88     -      1220.275  (meters)    4003.52   (feet)  ADJUSTED  
 FM0343  ___________________________________________________________________
 FM0343  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 FM0343  DYNAMIC HT  -        1218.799 (meters)    3998.68  (feet)  COMP
 FM0343  MODELED GRAV-     979,382.3   (mgal)                       NAVD 88
 FM0343
 FM0343  VERT ORDER  -  SECOND    CLASS 0
 FM0343
 FM0343.The horizontal coordinates were scaled from a topographic map and have
 FM0343.an estimated accuracy of +/- 6 seconds.
 FM0343
 FM0343.The orthometric height was determined by differential leveling
 FM0343.and adjusted by the National Geodetic Survey in June 1991..
 FM0343
 FM0343.The geoid height was determined by GEOID03.
 FM0343
 FM0343.The dynamic height is computed by dividing the NAVD 88
 FM0343.geopotential number by the normal gravity value computed on the
 FM0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0343.degrees latitude (g = 980.6199 gals.).
 FM0343
 FM0343.The modeled gravity was interpolated from observed gravity values.
 FM0343
 FM0343;                    North         East    Units  Estimated Accuracy
 FM0343;SPC TX N     - 1,137,740.      118,750.      MT  (+/- 180 meters Scaled)
 FM0343
 FM0343                          SUPERSEDED SURVEY CONTROL
 FM0343
 FM0343  NGVD 29 (??/??/92) 1219.747  (m)         4001.79   (f) ADJ UNCH    2 0
 FM0343
 FM0343.Superseded values are not recommended for survey control.
 FM0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0343.See file dsdata.txt to determine how the superseded data were derived.
 FM0343
 FM0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV372025(NAD 83)
 FM0343_MARKER: DB = BENCH MARK DISK
 FM0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0343_STAMPING: T-243 1934
 FM0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0343+STABILITY: SURFACE MOTION
 FM0343
 FM0343  HISTORY     - Date     Condition        Report By
 FM0343  HISTORY     - 1934     MONUMENTED       CGS
 FM0343
 FM0343                          STATION DESCRIPTION
 FM0343
 FM0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0343'2.0 MI E FROM VEGA.
 FM0343'2.0 MILES EAST OF ROCK ISLAND RR DEPOT AT VEGA 42 FEET EAST OF MILE
 FM0343'POST 793.  45 FEET SOUTH OF CENTERLINE OF ROCK ISLAND RAILROAD.  9
 FM0343'FEET NORTH OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0874 ***********************************************************************
 DN0874  DESIGNATION -  T 244
 DN0874  PID         -  DN0874
 DN0874  STATE/COUNTY-  TX/MONTAGUE
 DN0874  USGS QUAD   -  RINGGOLD (1968)
 DN0874
 DN0874                         *CURRENT SURVEY CONTROL
 DN0874  ___________________________________________________________________
 DN0874* NAD 83(1986)-  33 49 01.     (N)    097 54 17.     (W)     SCALED    
 DN0874* NAVD 88     -       257.885  (meters)     846.08   (feet)  ADJUSTED  
 DN0874  ___________________________________________________________________
 DN0874  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DN0874  DYNAMIC HT  -         257.605 (meters)     845.16  (feet)  COMP
 DN0874  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 DN0874
 DN0874  VERT ORDER  -  FIRST     CLASS II
 DN0874
 DN0874.The horizontal coordinates were scaled from a topographic map and have
 DN0874.an estimated accuracy of +/- 6 seconds.
 DN0874
 DN0874.The orthometric height was determined by differential leveling
 DN0874.and adjusted by the National Geodetic Survey in June 1991..
 DN0874.WARNING-Repeat measurements at this control monument indicate possible
 DN0874.vertical movement.
 DN0874
 DN0874.The geoid height was determined by GEOID03.
 DN0874
 DN0874.The dynamic height is computed by dividing the NAVD 88
 DN0874.geopotential number by the normal gravity value computed on the
 DN0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0874.degrees latitude (g = 980.6199 gals.).
 DN0874
 DN0874.The modeled gravity was interpolated from observed gravity values.
 DN0874
 DN0874;                    North         East    Units  Estimated Accuracy
 DN0874;SPC TXNC     - 2,238,610.      655,110.      MT  (+/- 180 meters Scaled)
 DN0874
 DN0874                          SUPERSEDED SURVEY CONTROL
 DN0874
 DN0874  NGVD 29 (??/??/92)  257.78   (m)          845.7    (f) COMPUTED    1 2
 DN0874
 DN0874.Superseded values are not recommended for survey control.
 DN0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0874.See file dsdata.txt to determine how the superseded data were derived.
 DN0874
 DN0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC013423(NAD 83)
 DN0874_MARKER: DB = BENCH MARK DISK
 DN0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0874_STAMPING: T 244 1934 845.687
 DN0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0874+STABILITY: SURFACE MOTION
 DN0874
 DN0874  HISTORY     - Date     Condition        Report By
 DN0874  HISTORY     - 1934     MONUMENTED       CGS
 DN0874  HISTORY     - 1952     GOOD             NGS
 DN0874  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0874
 DN0874                          STATION DESCRIPTION
 DN0874
 DN0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0874'2.25 MI E FROM RINGOLD.
 DN0874'2.25 MILES EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 DN0874'FROM THE STATION AT RINGOLD, AT A ROAD CROSSING, 6 1/2 POLES SOUTHEAST
 DN0874'OF MILEPOST 754, 28 FEET NORTH OF THE CENTER LINE OF A ROAD, 46 FEET
 DN0874'SOUTHWEST OF THE SOUTHWEST RAIL, 16.5 FEET SOUTH OF A TELEGRAPH POLE,
 DN0874'1.6 FEET NORTH OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE, 2 FEET
 DN0874'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0874'PROJECTS 1.2 FEET ABOVE THE GROUND.
 DN0874
 DN0874                          STATION RECOVERY (1996)
 DN0874
 DN0874'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0591 ***********************************************************************
 DN0591  DESIGNATION -  T 245
 DN0591  PID         -  DN0591
 DN0591  STATE/COUNTY-  TX/COOKE
 DN0591  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN0591
 DN0591                         *CURRENT SURVEY CONTROL
 DN0591  ___________________________________________________________________
 DN0591* NAD 83(1986)-  33 38 14.     (N)    097 10 43.     (W)     SCALED    
 DN0591* NAVD 88     -       225.859  (meters)     741.01   (feet)  ADJUSTED  
 DN0591  ___________________________________________________________________
 DN0591  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DN0591  DYNAMIC HT  -         225.623 (meters)     740.23  (feet)  COMP
 DN0591  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DN0591
 DN0591  VERT ORDER  -  SECOND    CLASS 0
 DN0591
 DN0591.The horizontal coordinates were scaled from a topographic map and have
 DN0591.an estimated accuracy of +/- 6 seconds.
 DN0591
 DN0591.The orthometric height was determined by differential leveling
 DN0591.and adjusted by the National Geodetic Survey in June 1991..
 DN0591
 DN0591.The geoid height was determined by GEOID03.
 DN0591
 DN0591.The dynamic height is computed by dividing the NAVD 88
 DN0591.geopotential number by the normal gravity value computed on the
 DN0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0591.degrees latitude (g = 980.6199 gals.).
 DN0591
 DN0591.The modeled gravity was interpolated from observed gravity values.
 DN0591
 DN0591;                    North         East    Units  Estimated Accuracy
 DN0591;SPC TXNC     - 2,219,290.      722,580.      MT  (+/- 180 meters Scaled)
 DN0591
 DN0591                          SUPERSEDED SURVEY CONTROL
 DN0591
 DN0591  NGVD 29 (??/??/92)  225.820  (m)          740.88   (f) ADJ UNCH    2 0
 DN0591
 DN0591.Superseded values are not recommended for survey control.
 DN0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0591.See file dsdata.txt to determine how the superseded data were derived.
 DN0591
 DN0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC689234(NAD 83)
 DN0591_MARKER: DB = BENCH MARK DISK
 DN0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0591_SP_SET: CULVERT
 DN0591_STAMPING: T 245 1934
 DN0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0591
 DN0591  HISTORY     - Date     Condition        Report By
 DN0591  HISTORY     - 1934     MONUMENTED       CGS
 DN0591  HISTORY     - 19950601 GOOD             USPSQD
 DN0591
 DN0591                          STATION DESCRIPTION
 DN0591
 DN0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0591'2.9 MI W FROM GAINESVILLE.
 DN0591'ABOUT 2.9 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0591'FROM THE STATION AT GAINESVILLE, COOKE COUNTY, ABOUT 300 FEET EAST OF
 DN0591'MILEPOST 704, ABOUT 1/2 MILE SOUTH OF A FARMHOUSE ON U.S. HIGHWAY 82,
 DN0591'SOUTH OF THE TRACK, AND IN THE TOP OF A CULVERT HEAD WALL. A STANDRD
 DN0591'DISK, STAMPED T 245 1934.
 DN0591
 DN0591                          STATION RECOVERY (1995)
 DN0591
 DN0591'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1862 ***********************************************************************
 CS1862  DESIGNATION -  T 246
 CS1862  PID         -  CS1862
 CS1862  STATE/COUNTY-  TX/TARRANT
 CS1862  USGS QUAD   -  KELLER (1981)
 CS1862
 CS1862                         *CURRENT SURVEY CONTROL
 CS1862  ___________________________________________________________________
 CS1862* NAD 83(1986)-  32 55 27.     (N)    097 21 40.     (W)     SCALED    
 CS1862* NAVD 88     -       224.377  (meters)     736.14   (feet)  ADJUSTED  
 CS1862  ___________________________________________________________________
 CS1862  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS1862  DYNAMIC HT  -         224.113 (meters)     735.28  (feet)  COMP
 CS1862  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 CS1862
 CS1862  VERT ORDER  -  SECOND    CLASS 0
 CS1862
 CS1862.The horizontal coordinates were scaled from a topographic map and have
 CS1862.an estimated accuracy of +/- 6 seconds.
 CS1862
 CS1862.The orthometric height was determined by differential leveling
 CS1862.and adjusted by the National Geodetic Survey in June 1991..
 CS1862
 CS1862.The geoid height was determined by GEOID03.
 CS1862
 CS1862.The dynamic height is computed by dividing the NAVD 88
 CS1862.geopotential number by the normal gravity value computed on the
 CS1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1862.degrees latitude (g = 980.6199 gals.).
 CS1862
 CS1862.The modeled gravity was interpolated from observed gravity values.
 CS1862
 CS1862;                    North         East    Units  Estimated Accuracy
 CS1862;SPC TXNC     - 2,140,020.      706,510.      MT  (+/- 180 meters Scaled)
 CS1862
 CS1862                          SUPERSEDED SURVEY CONTROL
 CS1862
 CS1862  NGVD 29 (??/??/92)  224.360  (m)          736.09   (f) ADJ UNCH    2 0
 CS1862
 CS1862.Superseded values are not recommended for survey control.
 CS1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1862.See file dsdata.txt to determine how the superseded data were derived.
 CS1862
 CS1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB532440(NAD 83)
 CS1862_MARKER: DB = BENCH MARK DISK
 CS1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1862_SP_SET: CULVERT
 CS1862_STAMPING: T 246 1934
 CS1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1862
 CS1862  HISTORY     - Date     Condition        Report By
 CS1862  HISTORY     - 1934     MONUMENTED       CGS
 CS1862  HISTORY     - 1962     GOOD             NGS
 CS1862  HISTORY     - 20020808 GOOD             GEOCAC
 CS1862
 CS1862                          STATION DESCRIPTION
 CS1862
 CS1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1862'3.6 MI S FROM HASLET.
 CS1862'3.6 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS1862'STATION AT HASLET, TARRANT COUNTY, 7 POLES NORTH OF MILEPOST 358, 50
 CS1862'FEET SOUTH OF A ROAD CROSSING, AT CULVERT 358 B UNDER THE TRACK, AND
 CS1862'IN THE TOP OF THE EAST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED T
 CS1862'246 1934.  NOTE-- TO REACH FROM THE VILLAGE OF HASLET, GO SOUTH ON
 CS1862'FARM ROAD 156 FOR 3.5 MILES TO A CROSSROAD, THENCE WEST ALONG A BLACK
 CS1862'TOP ROAD 0.7 MILE TO RAILROAD CROSSING AND SITE OF BENCH MARK.
 CS1862
 CS1862                          STATION RECOVERY (2002)
 CS1862
 CS1862'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0549 ***********************************************************************
 DN0549  DESIGNATION -  T 247
 DN0549  PID         -  DN0549
 DN0549  STATE/COUNTY-  TX/COOKE
 DN0549  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN0549
 DN0549                         *CURRENT SURVEY CONTROL
 DN0549  ___________________________________________________________________
 DN0549* NAD 83(1986)-  33 37 30.     (N)    097 08 26.     (W)     SCALED    
 DN0549* NAVD 88     -       224.980  (meters)     738.12   (feet)  ADJUSTED  
 DN0549  ___________________________________________________________________
 DN0549  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0549  DYNAMIC HT  -         224.746 (meters)     737.35  (feet)  COMP
 DN0549  MODELED GRAV-     979,593.3   (mgal)                       NAVD 88
 DN0549
 DN0549  VERT ORDER  -  SECOND    CLASS 0
 DN0549
 DN0549.The horizontal coordinates were scaled from a topographic map and have
 DN0549.an estimated accuracy of +/- 6 seconds.
 DN0549
 DN0549.The orthometric height was determined by differential leveling
 DN0549.and adjusted by the National Geodetic Survey in June 1991..
 DN0549
 DN0549.The geoid height was determined by GEOID03.
 DN0549
 DN0549.The dynamic height is computed by dividing the NAVD 88
 DN0549.geopotential number by the normal gravity value computed on the
 DN0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0549.degrees latitude (g = 980.6199 gals.).
 DN0549
 DN0549.The modeled gravity was interpolated from observed gravity values.
 DN0549
 DN0549;                    North         East    Units  Estimated Accuracy
 DN0549;SPC TXNC     - 2,217,980.      726,130.      MT  (+/- 180 meters Scaled)
 DN0549
 DN0549                          SUPERSEDED SURVEY CONTROL
 DN0549
 DN0549  NGVD 29 (??/??/92)  224.946  (m)          738.01   (f) ADJ UNCH    2 0
 DN0549
 DN0549.Superseded values are not recommended for survey control.
 DN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0549.See file dsdata.txt to determine how the superseded data were derived.
 DN0549
 DN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC724221(NAD 83)
 DN0549_MARKER: DB = BENCH MARK DISK
 DN0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0549_SP_SET: BUILDING
 DN0549_STAMPING: T-247 1934
 DN0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0549+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2003
 DN0549
 DN0549  HISTORY     - Date     Condition        Report By
 DN0549  HISTORY     - 1934     MONUMENTED       CGS
 DN0549  HISTORY     - 1955     GOOD             NGS
 DN0549  HISTORY     - 19950602 GOOD             USPSQD
 DN0549  HISTORY     - 20030907 GOOD             USPSQD
 DN0549
 DN0549                          STATION DESCRIPTION
 DN0549
 DN0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0549'IN GAINESVILLE.
 DN0549'AT GAINESVILLE G. C. AND S.F. DEPOT.  IN THE EAST WALL OF THE GULF
 DN0549'COLORADO AND SANTA FE DEPOT TO THE LEFT OF WHITE ENTRANCE FACING EAST.
 DN0549'5 FEET ABOVE THE WALK.
 DN0549
 DN0549                          STATION RECOVERY (1955)
 DN0549
 DN0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DN0549'RECOVERED IN GOOD CONDITION.
 DN0549
 DN0549                          STATION RECOVERY (1995)
 DN0549
 DN0549'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0549'RECOVERED IN GOOD CONDITION.
 DN0549
 DN0549                          STATION RECOVERY (2003)
 DN0549
 DN0549'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 DN0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1243 ***********************************************************************
 BY1243  DESIGNATION -  T 248 RESET 1957
 BY1243  PID         -  BY1243
 BY1243  STATE/COUNTY-  TX/ANDERSON
 BY1243  USGS QUAD   -  TODD CITY (1982)
 BY1243
 BY1243                         *CURRENT SURVEY CONTROL
 BY1243  ___________________________________________________________________
 BY1243* NAD 83(1986)-  31 53 11.     (N)    095 26 27.     (W)     SCALED    
 BY1243* NAVD 88     -       112.15   (+/-2cm)     367.9    (feet)  VERTCON   
 BY1243  ___________________________________________________________________
 BY1243  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1243
 BY1243  VERT ORDER  -  THIRD (See Below)
 BY1243
 BY1243.The horizontal coordinates were scaled from a topographic map and have
 BY1243.an estimated accuracy of +/- 6 seconds.
 BY1243
 BY1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1243.The vertical order pertains to the NGVD 29 superseded value.
 BY1243
 BY1243.The geoid height was determined by GEOID03.
 BY1243
 BY1243;                    North         East    Units  Estimated Accuracy
 BY1243;SPC TX C     - 3,256,260.    1,162,730.      MT  (+/- 180 meters Scaled)
 BY1243
 BY1243                          SUPERSEDED SURVEY CONTROL
 BY1243
 BY1243  NGVD 29 (??/??/??)  112.17   (m)          368.0    (f) RESET       3  
 BY1243
 BY1243.Superseded values are not recommended for survey control.
 BY1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1243.See file dsdata.txt to determine how the superseded data were derived.
 BY1243
 BY1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR691304(NAD 83)
 BY1243_MARKER: DB = BENCH MARK DISK
 BY1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1243_STAMPING: T 248 RESET 1957
 BY1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1243+STABILITY: SURFACE MOTION
 BY1243
 BY1243  HISTORY     - Date     Condition        Report By
 BY1243  HISTORY     - 1957     MONUMENTED       CGS
 BY1243  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1243  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1243
 BY1243                          STATION DESCRIPTION
 BY1243
 BY1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BY1243'3.4 MI SW FROM NECHES.
 BY1243'ABOUT 3.4 MILES NORTHEAST ALONG U.S. HIGHWAY NO.79 FROM THE POST
 BY1243'OFFICE IN NECHES, ANDERSON COUNTY, IN THE SOUTHEAST RIGHT-OF-WAY FENCE
 BY1243'AND 1 FOOT EAST OF A T FENCE LEADING SOUTHEAST.  IT IS ABOUT 135 FEET
 BY1243'SOUTHWEST OF THE EDGE OF THE TIMBER AND A GATE IN THE RIGHT-OF-WAY
 BY1243'FENCE.  A STANDARD DISK STAMPED T 248 RESET 1957 IN A CONCRETE POST
 BY1243'WHICH PROJECTS ABOUT 3 INCHES.
 BY1243
 BY1243                          STATION RECOVERY (1977)
 BY1243
 BY1243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1243'MARK NOT FOUND.
 BY1243
 BY1243                          STATION RECOVERY (1980)
 BY1243
 BY1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2027 ***********************************************************************
 BY2027  DESIGNATION -  T 249
 BY2027  PID         -  BY2027
 BY2027  STATE/COUNTY-  TX/FREESTONE
 BY2027  USGS QUAD   -  OAKWOOD (1964)
 BY2027
 BY2027                         *CURRENT SURVEY CONTROL
 BY2027  ___________________________________________________________________
 BY2027* NAD 83(1986)-  31 36 47.     (N)    095 49 46.     (W)     SCALED    
 BY2027* NAVD 88     -        83.694  (meters)     274.59   (feet)  ADJUSTED  
 BY2027  ___________________________________________________________________
 BY2027  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2027  DYNAMIC HT  -          83.592 (meters)     274.25  (feet)  COMP
 BY2027  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 BY2027
 BY2027  VERT ORDER  -  FIRST     CLASS II
 BY2027
 BY2027.The horizontal coordinates were scaled from a topographic map and have
 BY2027.an estimated accuracy of +/- 6 seconds.
 BY2027
 BY2027.The orthometric height was determined by differential leveling
 BY2027.and adjusted by the National Geodetic Survey in June 1991..
 BY2027.WARNING-Repeat measurements at this control monument indicate possible
 BY2027.vertical movement.
 BY2027
 BY2027.The geoid height was determined by GEOID03.
 BY2027
 BY2027.The dynamic height is computed by dividing the NAVD 88
 BY2027.geopotential number by the normal gravity value computed on the
 BY2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2027.degrees latitude (g = 980.6199 gals.).
 BY2027
 BY2027.The modeled gravity was interpolated from observed gravity values.
 BY2027
 BY2027;                    North         East    Units  Estimated Accuracy
 BY2027;SPC TX C     - 3,224,420.    1,127,220.      MT  (+/- 180 meters Scaled)
 BY2027
 BY2027                          SUPERSEDED SURVEY CONTROL
 BY2027
 BY2027  NGVD 29 (??/??/92)   83.638  (m)          274.40   (f) ADJ UNCH    1 2
 BY2027
 BY2027.Superseded values are not recommended for survey control.
 BY2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2027.See file dsdata.txt to determine how the superseded data were derived.
 BY2027
 BY2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR315010(NAD 83)
 BY2027_MARKER: DB = BENCH MARK DISK
 BY2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2027_STAMPING: T 249 1952
 BY2027_PROJECTION: PROJECTING 20 CENTIMETERS
 BY2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2027+STABILITY: SURFACE MOTION
 BY2027
 BY2027  HISTORY     - Date     Condition        Report By
 BY2027  HISTORY     - 1952     MONUMENTED       CGS
 BY2027  HISTORY     - 1980     GOOD             NGS
 BY2027
 BY2027                          STATION DESCRIPTION
 BY2027
 BY2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2027'2.2 MI NE FROM OAKWOOD.
 BY2027'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD STATE BANK
 BY2027'AT OAKWOOD, 51 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38
 BY2027'FEET NORTHEAST OF A 14 INCH OAK TREE, 36 FEET SOUTHWEST OF AN 18 INCH
 BY2027'OAK TREE, UNDER A TELEPHONE LINE, 1 FOOT NORTHWEST OF A FENCE, 2.6
 BY2027'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY2027'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY2027
 BY2027                          STATION RECOVERY (1980)
 BY2027
 BY2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2027'3.55 KM. (2.2 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD
 BY2027'STATE BANK IN OAKWOOD, 77 M. (252 FT.) SOUTHWEST OF THE EXTENDED
 BY2027'CENTERLINE OF A TRACK ROAD WITH A METAL GATE LEADING EAST INTO A
 BY2027'FIELD, 15.5 M. (51.0 FT.) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BY2027'11.6 M. (38.0 FT.) NORTHEAST OF A 60-CM. OAK TREE, 11.0 M. (36.0 FT.)
 BY2027'SOUTHWEST OF A 60-CM. OAK TREE, 0.3 M. (1.0 FT.) NORTHWEST OF A FENCE,
 BY2027'40.2 M. (132 FT.) NORTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER.
 BY2027'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 BY2027'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0270 ***********************************************************************
 BP0270  DESIGNATION -  T 25
 BP0270  PID         -  BP0270
 BP0270  STATE/COUNTY-  TX/BREWSTER
 BP0270  USGS QUAD   -  ALTUDA (1983)
 BP0270
 BP0270                         *CURRENT SURVEY CONTROL
 BP0270  ___________________________________________________________________
 BP0270* NAD 83(1986)-  30 15 59.     (N)    103 25 28.     (W)     SCALED    
 BP0270* NAVD 88     -      1366.450  (meters)    4483.09   (feet)  ADJUSTED  
 BP0270  ___________________________________________________________________
 BP0270  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 BP0270  DYNAMIC HT  -        1364.203 (meters)    4475.72  (feet)  COMP
 BP0270  MODELED GRAV-     978,949.3   (mgal)                       NAVD 88
 BP0270
 BP0270  VERT ORDER  -  FIRST     CLASS II
 BP0270
 BP0270.The horizontal coordinates were scaled from a topographic map and have
 BP0270.an estimated accuracy of +/- 6 seconds.
 BP0270
 BP0270.The orthometric height was determined by differential leveling
 BP0270.and adjusted by the National Geodetic Survey in June 1991..
 BP0270
 BP0270.The geoid height was determined by GEOID03.
 BP0270
 BP0270.The dynamic height is computed by dividing the NAVD 88
 BP0270.geopotential number by the normal gravity value computed on the
 BP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0270.degrees latitude (g = 980.6199 gals.).
 BP0270
 BP0270.The modeled gravity was interpolated from observed gravity values.
 BP0270
 BP0270;                    North         East    Units  Estimated Accuracy
 BP0270;SPC TXSC     - 4,277,710.      174,350.      MT  (+/- 180 meters Scaled)
 BP0270
 BP0270                          SUPERSEDED SURVEY CONTROL
 BP0270
 BP0270  NGVD 29 (??/??/92) 1366.00   (m)         4481.6    (f) COMPUTED    1 2
 BP0270
 BP0270.Superseded values are not recommended for survey control.
 BP0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0270.See file dsdata.txt to determine how the superseded data were derived.
 BP0270
 BP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP515493(NAD 83)
 BP0270_MARKER: DB = BENCH MARK DISK
 BP0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0270_STAMPING: T 25 1917 4481.65
 BP0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0270+STABILITY: SURFACE MOTION
 BP0270
 BP0270  HISTORY     - Date     Condition        Report By
 BP0270  HISTORY     - 1917     MONUMENTED       CGS
 BP0270  HISTORY     - 1957     MARK NOT FOUND   NGS
 BP0270
 BP0270                          STATION DESCRIPTION
 BP0270
 BP0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0270'3.4 MI W FROM LENOX.
 BP0270'ABOUT 3.4 MILES WEST OF LENOX, BREWSTER COL, ON THE SOUTHERN PACIFIC
 BP0270'RR, AT MILEPOST 588, AND ABOUT 50 FEET SOUTH OF THE TRACK.  A STANDARD
 BP0270'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0064 ***********************************************************************
 BY0064  DESIGNATION -  T 250
 BY0064  PID         -  BY0064
 BY0064  STATE/COUNTY-  TX/SHELBY
 BY0064  USGS QUAD   -  TENAHA EAST (1984)
 BY0064
 BY0064                         *CURRENT SURVEY CONTROL
 BY0064  ___________________________________________________________________
 BY0064* NAD 83(1986)-  31 57 29.     (N)    094 11 08.     (W)     SCALED    
 BY0064* NAVD 88     -        94.831  (meters)     311.12   (feet)  ADJUSTED  
 BY0064  ___________________________________________________________________
 BY0064  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BY0064  DYNAMIC HT  -          94.720 (meters)     310.76  (feet)  COMP
 BY0064  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 BY0064
 BY0064  VERT ORDER  -  FIRST     CLASS II
 BY0064
 BY0064.The horizontal coordinates were scaled from a topographic map and have
 BY0064.an estimated accuracy of +/- 6 seconds.
 BY0064
 BY0064.The orthometric height was determined by differential leveling
 BY0064.and adjusted by the National Geodetic Survey in June 1991..
 BY0064
 BY0064.The geoid height was determined by GEOID03.
 BY0064
 BY0064.The dynamic height is computed by dividing the NAVD 88
 BY0064.geopotential number by the normal gravity value computed on the
 BY0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0064.degrees latitude (g = 980.6199 gals.).
 BY0064
 BY0064.The modeled gravity was interpolated from observed gravity values.
 BY0064
 BY0064;                    North         East    Units  Estimated Accuracy
 BY0064;SPC TX C     - 3,270,080.    1,280,900.      MT  (+/- 180 meters Scaled)
 BY0064
 BY0064                          SUPERSEDED SURVEY CONTROL
 BY0064
 BY0064  NGVD 29 (??/??/??)   94.876  (m)          311.27   (f) ADJUSTED    1 2
 BY0064
 BY0064.Superseded values are not recommended for survey control.
 BY0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0064.See file dsdata.txt to determine how the superseded data were derived.
 BY0064
 BY0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR879364(NAD 83)
 BY0064_MARKER: DB = BENCH MARK DISK
 BY0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0064_STAMPING: T 250 1952
 BY0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0064+STABILITY: SURFACE MOTION
 BY0064
 BY0064  HISTORY     - Date     Condition        Report By
 BY0064  HISTORY     - 1952     MONUMENTED       CGS
 BY0064  HISTORY     - 1958     GOOD             NGS
 BY0064  HISTORY     - 1979     GOOD             NGS
 BY0064
 BY0064                          STATION DESCRIPTION
 BY0064
 BY0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0064'3.65 MI NE FROM TENAHA.
 BY0064'1.85 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0064'STATION AT TENAHA, THENCE 1.8 MILES EAST ALONG U.S. HIGHWAY 84, 0.8
 BY0064'MILE WEST OF THE POST OFFICE AT PAXTON, 0.35 MILE WEST OF THE
 BY0064'EDGEFIELD SCHOOL, 117 FEET NORTH OF THE CENTER OF A JUNCTION WITH A
 BY0064'DIRT ROAD LEADING NORTH, 100 FEET EAST OF A SMALL POND, 20 FEET WEST
 BY0064'OF THE CENTER LINE OF THE DIRT ROAD LEADING NORTH, 2 FEET EAST OF A
 BY0064'FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0064'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- IT IS A FLUSH
 BY0064'MARK, IN THE WEST RIGHT-OF-WAY FENCE OF THE DIRT ROAD NORTH, 57 FEET
 BY0064'NORTH OF THE FENCE CORNER AND A METAL GATE.
 BY0064
 BY0064                          STATION RECOVERY (1958)
 BY0064
 BY0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BY0064'RECOVERED IN GOOD CONDITION.
 BY0064
 BY0064                          STATION RECOVERY (1979)
 BY0064
 BY0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0064'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BY0064'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1305 ***********************************************************************
 BY1305  DESIGNATION -  T 252
 BY1305  PID         -  BY1305
 BY1305  STATE/COUNTY-  TX/CHEROKEE
 BY1305  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1305
 BY1305                         *CURRENT SURVEY CONTROL
 BY1305  ___________________________________________________________________
 BY1305* NAD 83(1986)-  31 52 34.     (N)    095 08 47.     (W)     SCALED    
 BY1305* NAVD 88     -       128.929  (meters)     422.99   (feet)  ADJUSTED  
 BY1305  ___________________________________________________________________
 BY1305  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY1305  DYNAMIC HT  -         128.774 (meters)     422.49  (feet)  COMP
 BY1305  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 BY1305
 BY1305  VERT ORDER  -  FIRST     CLASS II
 BY1305
 BY1305.The horizontal coordinates were scaled from a topographic map and have
 BY1305.an estimated accuracy of +/- 6 seconds.
 BY1305
 BY1305.The orthometric height was determined by differential leveling
 BY1305.and adjusted by the National Geodetic Survey in June 1991..
 BY1305
 BY1305.The geoid height was determined by GEOID03.
 BY1305
 BY1305.The dynamic height is computed by dividing the NAVD 88
 BY1305.geopotential number by the normal gravity value computed on the
 BY1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1305.degrees latitude (g = 980.6199 gals.).
 BY1305
 BY1305.The modeled gravity was interpolated from observed gravity values.
 BY1305
 BY1305;                    North         East    Units  Estimated Accuracy
 BY1305;SPC TX C     - 3,256,380.    1,190,610.      MT  (+/- 180 meters Scaled)
 BY1305
 BY1305                          SUPERSEDED SURVEY CONTROL
 BY1305
 BY1305  NGVD 29 (??/??/92)  128.934  (m)          423.01   (f) ADJ UNCH    1 2
 BY1305
 BY1305.Superseded values are not recommended for survey control.
 BY1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1305.See file dsdata.txt to determine how the superseded data were derived.
 BY1305
 BY1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR969287(NAD 83)
 BY1305_MARKER: DB = BENCH MARK DISK
 BY1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1305_STAMPING: T 252 1952
 BY1305_PROJECTION: FLUSH
 BY1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1305+STABILITY: SURFACE MOTION
 BY1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1305+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY1305
 BY1305  HISTORY     - Date     Condition        Report By
 BY1305  HISTORY     - 1952     MONUMENTED       CGS
 BY1305  HISTORY     - 1980     GOOD             NGS
 BY1305  HISTORY     - 19960420 GOOD             USPSQD
 BY1305  HISTORY     - 20040605 GOOD             USPSQD
 BY1305  HISTORY     - 20050710 GOOD             USPSQD
 BY1305
 BY1305                          STATION DESCRIPTION
 BY1305
 BY1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1305'1.35 MI S FROM GALLATIN.
 BY1305'1.35 MILES SOUTH ALONG FARM ROAD 854 FROM THE POST OFFICE AT GALLATIN,
 BY1305'AT THE NORTHWEST CORNER OF A SMALL CEMETERY, 169 FEET NORTHEAST OF THE
 BY1305'CENTER LINE OF THE FARM ROAD, 23.6 FEET SOUTHWEST OF A 16 INCH PINE
 BY1305'TREE, 26 FEET WEST OF THE CENTER OF A GATE TO THE CEMETERY, 1 FOOT
 BY1305'SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BY1305'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY1305
 BY1305                          STATION RECOVERY (1980)
 BY1305
 BY1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1305'1.4 MILES SOUTH ALONG FARM ROAD 768 FROM THE POST OFFICE IN GALLATIN,
 BY1305'AT THE TAYLOR CEMETERY, 169 FT. NORTH-NORTHEAST OF THE CENTERLINE OF
 BY1305'THE HIGHWAY, 20.0 FT. NORTHWEST OF THE CENTER OF THE NORTHERNMOST GATE
 BY1305'OF THE CEMETERY, 15.0 FT. NORTH OF THE CENTERLINE OF THE NORTHERNMOST
 BY1305'ACCESS ROAD TO THE CEMETERY, 12.5 FT. WEST OF A CHAIN LINK FENCE
 BY1305'CORNER POST, 2.0 FT. SOUTHEAST OF A 10-INCH PINE TREE, 0.8 FT. NORTH
 BY1305'OF A FENCE.
 BY1305'THE MARK IS 1.0 FT  NW FROM A WITNESS POST.
 BY1305'THE MARK IS 2 FT BELOW THE ROAD.
 BY1305
 BY1305                          STATION RECOVERY (1996)
 BY1305
 BY1305'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1305'RECOVERED IN GOOD CONDITION.
 BY1305
 BY1305                          STATION RECOVERY (2004)
 BY1305
 BY1305'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY1305'RECOVERED IN GOOD CONDITION.
 BY1305
 BY1305                          STATION RECOVERY (2005)
 BY1305
 BY1305'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0290 ***********************************************************************
 GK0290  DESIGNATION -  T 253
 GK0290  PID         -  GK0290
 GK0290  STATE/COUNTY-  TX/HANSFORD
 GK0290  USGS QUAD   -  GRUVER (1973)
 GK0290
 GK0290                         *CURRENT SURVEY CONTROL
 GK0290  ___________________________________________________________________
 GK0290* NAD 83(1986)-  36 15 46.     (N)    101 24 35.     (W)     SCALED    
 GK0290* NAVD 88     -       966.347  (meters)    3170.42   (feet)  ADJUSTED  
 GK0290  ___________________________________________________________________
 GK0290  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GK0290  DYNAMIC HT  -         965.302 (meters)    3166.99  (feet)  COMP
 GK0290  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 GK0290
 GK0290  VERT ORDER  -  SECOND    CLASS 0
 GK0290
 GK0290.The horizontal coordinates were scaled from a topographic map and have
 GK0290.an estimated accuracy of +/- 6 seconds.
 GK0290
 GK0290.The orthometric height was determined by differential leveling
 GK0290.and adjusted by the National Geodetic Survey in June 1991..
 GK0290.WARNING-Repeat measurements at this control monument indicate possible
 GK0290.vertical movement.
 GK0290
 GK0290.The geoid height was determined by GEOID03.
 GK0290
 GK0290.The dynamic height is computed by dividing the NAVD 88
 GK0290.geopotential number by the normal gravity value computed on the
 GK0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0290.degrees latitude (g = 980.6199 gals.).
 GK0290
 GK0290.The modeled gravity was interpolated from observed gravity values.
 GK0290
 GK0290;                    North         East    Units  Estimated Accuracy
 GK0290;SPC TX N     - 1,251,040.      208,110.      MT  (+/- 180 meters Scaled)
 GK0290
 GK0290                          SUPERSEDED SURVEY CONTROL
 GK0290
 GK0290  NGVD 29 (??/??/92)  965.892  (m)         3168.93   (f) ADJ UNCH    2 0
 GK0290
 GK0290.Superseded values are not recommended for survey control.
 GK0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0290.See file dsdata.txt to determine how the superseded data were derived.
 GK0290
 GK0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF835157(NAD 83)
 GK0290_MARKER: DB = BENCH MARK DISK
 GK0290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0290_SP_SET: FOUNDATION
 GK0290_STAMPING: T-253 1934
 GK0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0290
 GK0290  HISTORY     - Date     Condition        Report By
 GK0290  HISTORY     - 1934     MONUMENTED       CGS
 GK0290
 GK0290                          STATION DESCRIPTION
 GK0290
 GK0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0290'IN GRUVER.
 GK0290'200 FEET SOUTH OF CHICAGO ROCK ISLAND AND GULF RAILWAY STATION. 27
 GK0290'FEET EAST OF NEAREST RAIL OF MAIN TRACK. SET IN NORTH ONE OF TWO EAST
 GK0290'CONCRETE FOUNDATIONS OF RAILWAY WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0482 ***********************************************************************
 GK0482  DESIGNATION -  T 254
 GK0482  PID         -  GK0482
 GK0482  STATE/COUNTY-  TX/HANSFORD
 GK0482  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0482
 GK0482                         *CURRENT SURVEY CONTROL
 GK0482  ___________________________________________________________________
 GK0482* NAD 83(1986)-  36 17 04.     (N)    101 30 54.     (W)     SCALED    
 GK0482* NAVD 88     -      1001.182  (meters)    3284.71   (feet)  ADJUSTED  
 GK0482  ___________________________________________________________________
 GK0482  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 GK0482  DYNAMIC HT  -        1000.093 (meters)    3281.14  (feet)  COMP
 GK0482  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 GK0482
 GK0482  VERT ORDER  -  SECOND    CLASS 0
 GK0482
 GK0482.The horizontal coordinates were scaled from a topographic map and have
 GK0482.an estimated accuracy of +/- 6 seconds.
 GK0482
 GK0482.The orthometric height was determined by differential leveling
 GK0482.and adjusted by the National Geodetic Survey in June 1991..
 GK0482
 GK0482.The geoid height was determined by GEOID03.
 GK0482
 GK0482.The dynamic height is computed by dividing the NAVD 88
 GK0482.geopotential number by the normal gravity value computed on the
 GK0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0482.degrees latitude (g = 980.6199 gals.).
 GK0482
 GK0482.The modeled gravity was interpolated from observed gravity values.
 GK0482
 GK0482;                    North         East    Units  Estimated Accuracy
 GK0482;SPC TX N     - 1,253,440.      198,650.      MT  (+/- 180 meters Scaled)
 GK0482
 GK0482                          SUPERSEDED SURVEY CONTROL
 GK0482
 GK0482  NGVD 29 (??/??/92) 1000.722  (m)         3283.20   (f) ADJ UNCH    2 0
 GK0482
 GK0482.Superseded values are not recommended for survey control.
 GK0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0482.See file dsdata.txt to determine how the superseded data were derived.
 GK0482
 GK0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF741184(NAD 83)
 GK0482_MARKER: DB = BENCH MARK DISK
 GK0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0482_STAMPING: T 254 1934
 GK0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0482+STABILITY: SURFACE MOTION
 GK0482
 GK0482  HISTORY     - Date     Condition        Report By
 GK0482  HISTORY     - 1934     MONUMENTED       CGS
 GK0482  HISTORY     - 1952     GOOD             NGS
 GK0482
 GK0482                          STATION DESCRIPTION
 GK0482
 GK0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0482'7.35 MI NW FROM GRUVER.
 GK0482'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0482'THENCE 6.0 MILES WEST ALONG FARM ROAD 289, THENCE 1.0 MILE NORTH ALONG
 GK0482'FARM ROAD 1262, 66 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 GK0482'ROAD, 30 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, 15 FEET
 GK0482'SOUTHWEST OF A POWER POLE, 8 FEET SOUTHWEST OF A FENCE CORNER, 4 FEET
 GK0482'SOUTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 GK0482'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0126 ***********************************************************************
 GK0126  DESIGNATION -  T 255
 GK0126  PID         -  GK0126
 GK0126  STATE/COUNTY-  TX/OCHILTREE
 GK0126  USGS QUAD   -  BOOKER (1973)
 GK0126
 GK0126                         *CURRENT SURVEY CONTROL
 GK0126  ___________________________________________________________________
 GK0126* NAD 83(1986)-  36 27 23.     (N)    100 36 16.     (W)     SCALED    
 GK0126* NAVD 88     -       870.151  (meters)    2854.82   (feet)  ADJUSTED  
 GK0126  ___________________________________________________________________
 GK0126  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 GK0126  DYNAMIC HT  -         869.250 (meters)    2851.86  (feet)  COMP
 GK0126  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 GK0126
 GK0126  VERT ORDER  -  SECOND    CLASS 0
 GK0126
 GK0126.The horizontal coordinates were scaled from a topographic map and have
 GK0126.an estimated accuracy of +/- 6 seconds.
 GK0126
 GK0126.The orthometric height was determined by differential leveling
 GK0126.and adjusted by the National Geodetic Survey in June 1991..
 GK0126
 GK0126.The geoid height was determined by GEOID03.
 GK0126
 GK0126.The dynamic height is computed by dividing the NAVD 88
 GK0126.geopotential number by the normal gravity value computed on the
 GK0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0126.degrees latitude (g = 980.6199 gals.).
 GK0126
 GK0126.The modeled gravity was interpolated from observed gravity values.
 GK0126
 GK0126;                    North         East    Units  Estimated Accuracy
 GK0126;SPC TX N     - 1,272,890.      280,280.      MT  (+/- 180 meters Scaled)
 GK0126
 GK0126                          SUPERSEDED SURVEY CONTROL
 GK0126
 GK0126  NGVD 29 (??/??/92)  869.784  (m)         2853.62   (f) ADJ UNCH    2 0
 GK0126
 GK0126.Superseded values are not recommended for survey control.
 GK0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0126.See file dsdata.txt to determine how the superseded data were derived.
 GK0126
 GK0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF562357(NAD 83)
 GK0126_MARKER: DB = BENCH MARK DISK
 GK0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0126_STAMPING: T-255 1934
 GK0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0126+STABILITY: SURFACE MOTION
 GK0126
 GK0126  HISTORY     - Date     Condition        Report By
 GK0126  HISTORY     - 1934     MONUMENTED       CGS
 GK0126
 GK0126                          STATION DESCRIPTION
 GK0126
 GK0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0126'3.1 MI W FROM BOOKER.
 GK0126'3.1 MILES WEST OF BOOKER P. AND SF. RR. STATION 0.1 MILE EAST OF
 GK0126'MILEPOST 46, 72 FEET NORTH OF CENTER-LINE OF STATE HWY. 117, 52 FEET
 GK0126'WEST OF SECTION LINE ROAD CROSSING TRACK 48 FEET SOUTH OF NEAREST RAIL
 GK0126'OF PANHANDLE AND SANTA FE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0618 ***********************************************************************
 FL0618  DESIGNATION -  T 256
 FL0618  PID         -  FL0618
 FL0618  STATE/COUNTY-  TX/ROBERTS
 FL0618  USGS QUAD   -  MIAMI (1972)
 FL0618
 FL0618                         *CURRENT SURVEY CONTROL
 FL0618  ___________________________________________________________________
 FL0618* NAD 83(1986)-  35 40 13.     (N)    100 40 07.     (W)     SCALED    
 FL0618* NAVD 88     -       856.880  (meters)    2811.28   (feet)  ADJUSTED  
 FL0618  ___________________________________________________________________
 FL0618  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FL0618  DYNAMIC HT  -         855.933 (meters)    2808.17  (feet)  COMP
 FL0618  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 FL0618
 FL0618  VERT ORDER  -  SECOND    CLASS 0
 FL0618
 FL0618.The horizontal coordinates were scaled from a topographic map and have
 FL0618.an estimated accuracy of +/- 6 seconds.
 FL0618
 FL0618.The orthometric height was determined by differential leveling
 FL0618.and adjusted by the National Geodetic Survey in June 1991..
 FL0618
 FL0618.The geoid height was determined by GEOID03.
 FL0618
 FL0618.The dynamic height is computed by dividing the NAVD 88
 FL0618.geopotential number by the normal gravity value computed on the
 FL0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0618.degrees latitude (g = 980.6199 gals.).
 FL0618
 FL0618.The modeled gravity was interpolated from observed gravity values.
 FL0618
 FL0618;                    North         East    Units  Estimated Accuracy
 FL0618;SPC TX N     - 1,185,610.      275,270.      MT  (+/- 180 meters Scaled)
 FL0618
 FL0618                          SUPERSEDED SURVEY CONTROL
 FL0618
 FL0618  NGVD 29 (??/??/92)  856.485  (m)         2809.98   (f) ADJ UNCH    2 0
 FL0618
 FL0618.Superseded values are not recommended for survey control.
 FL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0618.See file dsdata.txt to determine how the superseded data were derived.
 FL0618
 FL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE489486(NAD 83)
 FL0618_MARKER: DB = BENCH MARK DISK
 FL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0618_STAMPING: T 256 1934
 FL0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0618+STABILITY: SURFACE MOTION
 FL0618
 FL0618  HISTORY     - Date     Condition        Report By
 FL0618  HISTORY     - 1934     MONUMENTED       CGS
 FL0618  HISTORY     - 1972     GOOD             USGS
 FL0618
 FL0618                          STATION DESCRIPTION
 FL0618
 FL0618'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0618'2.2 MI SW FROM MIAMI.
 FL0618'2.2 MI. SW ALONG THE A. T. AND S. F. RR FROM THE STATION AT MIAMI,
 FL0618'ROBERTS CO., 1120 FT. NE OF SIGNAL BLOCK NO. 4791, 60 FT. NW OF THE
 FL0618'CENTERLINE OF U.S. HWY. 60, 90 FT. SE OF THE SE RAIL, 41 FT. ENE OF A
 FL0618'TELEPHONE POLE AND 89 FT. SSW OF ANOTHER TELEPHONE POLE.  A STANDARD
 FL0618'DISK, STAMPED T 256 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0013 ***********************************************************************
 BZ0013  DESIGNATION -  T 257
 BZ0013  PID         -  BZ0013
 BZ0013  STATE/COUNTY-  TX/LIMESTONE
 BZ0013  USGS QUAD   -  FALLON (1982)
 BZ0013
 BZ0013                         *CURRENT SURVEY CONTROL
 BZ0013  ___________________________________________________________________
 BZ0013* NAD 83(1986)-  31 35 58.     (N)    096 25 28.     (W)     SCALED    
 BZ0013* NAVD 88     -       153.171  (meters)     502.53   (feet)  ADJUSTED  
 BZ0013  ___________________________________________________________________
 BZ0013  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 BZ0013  DYNAMIC HT  -         152.987 (meters)     501.92  (feet)  COMP
 BZ0013  MODELED GRAV-     979,437.2   (mgal)                       NAVD 88
 BZ0013
 BZ0013  VERT ORDER  -  FIRST     CLASS II
 BZ0013
 BZ0013.The horizontal coordinates were scaled from a topographic map and have
 BZ0013.an estimated accuracy of +/- 6 seconds.
 BZ0013
 BZ0013.The orthometric height was determined by differential leveling
 BZ0013.and adjusted by the National Geodetic Survey in June 1991..
 BZ0013.WARNING-Repeat measurements at this control monument indicate possible
 BZ0013.vertical movement.
 BZ0013
 BZ0013.The geoid height was determined by GEOID03.
 BZ0013
 BZ0013.The dynamic height is computed by dividing the NAVD 88
 BZ0013.geopotential number by the normal gravity value computed on the
 BZ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0013.degrees latitude (g = 980.6199 gals.).
 BZ0013
 BZ0013.The modeled gravity was interpolated from observed gravity values.
 BZ0013
 BZ0013;                    North         East    Units  Estimated Accuracy
 BZ0013;SPC TX C     - 3,220,780.    1,070,860.      MT  (+/- 180 meters Scaled)
 BZ0013
 BZ0013                          SUPERSEDED SURVEY CONTROL
 BZ0013
 BZ0013  NGVD 29 (??/??/92)  153.142  (m)          502.43   (f) ADJ UNCH    1 2
 BZ0013
 BZ0013.Superseded values are not recommended for survey control.
 BZ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0013.See file dsdata.txt to determine how the superseded data were derived.
 BZ0013
 BZ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV443989(NAD 83)
 BZ0013_MARKER: DB = BENCH MARK DISK
 BZ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0013_STAMPING: T 257 1952
 BZ0013_PROJECTION: PROJECTING 12 CENTIMETERS
 BZ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0013+STABILITY: SURFACE MOTION
 BZ0013
 BZ0013  HISTORY     - Date     Condition        Report By
 BZ0013  HISTORY     - 1952     MONUMENTED       CGS
 BZ0013  HISTORY     - 1980     GOOD             NGS
 BZ0013
 BZ0013                          STATION DESCRIPTION
 BZ0013
 BZ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0013'1.9 MI SE FROM SHILOH.
 BZ0013'1.9 MILES SOUTHEAST ALONG FARM ROAD 39 FROM ITS JUNCTION WITH A
 BZ0013'GRAVELED ROAD AT SHILOH, 0.2 MILE SOUTHEAST OF THE CROSSING OF AN EAST
 BZ0013'AND WEST DIRT ROAD, 74 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM
 BZ0013'ROAD, 65 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 BZ0013'TO A FIELD, 51 FEET SOUTHEAST OF A 24 INCH OAK TREE, 2 FEET NORTHEAST
 BZ0013'OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BZ0013'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0013
 BZ0013                          STATION RECOVERY (1980)
 BZ0013
 BZ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0013'12.0 KM. (7.45 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0013'U.S. HIGHWAY 84 IN MEXIA, AT THE SOUTHEAST END OF A ROW OF CEDAR
 BZ0013'TREES, 22.6 M. (74.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE FARM
 BZ0013'ROAD, 15.5 M. (51.0 FT.) SOUTHEAST OF A 70-CM. OAK TREE, 4.3 M.
 BZ0013'(14.0 FT.) EAST OF THE CENTER OF A FIELD ROAD LEADING SOUTH.
 BZ0013'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 BZ0013'THE MARK IS 0.3 M BELOW FARM ROAD 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0548 ***********************************************************************
 BZ0548  DESIGNATION -  T 258
 BZ0548  PID         -  BZ0548
 BZ0548  STATE/COUNTY-  TX/HILL
 BZ0548  USGS QUAD   -  MALONE (1978)
 BZ0548
 BZ0548                         *CURRENT SURVEY CONTROL
 BZ0548  ___________________________________________________________________
 BZ0548* NAD 83(1986)-  31 56 58.     (N)    096 58 24.     (W)     SCALED    
 BZ0548* NAVD 88     -       172.411  (meters)     565.65   (feet)  ADJUSTED  
 BZ0548  ___________________________________________________________________
 BZ0548  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BZ0548  DYNAMIC HT  -         172.199 (meters)     564.96  (feet)  COMP
 BZ0548  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 BZ0548
 BZ0548  VERT ORDER  -  FIRST     CLASS II
 BZ0548
 BZ0548.The horizontal coordinates were scaled from a topographic map and have
 BZ0548.an estimated accuracy of +/- 6 seconds.
 BZ0548
 BZ0548.The orthometric height was determined by differential leveling
 BZ0548.and adjusted by the National Geodetic Survey in June 1991..
 BZ0548
 BZ0548.The geoid height was determined by GEOID03.
 BZ0548
 BZ0548.The dynamic height is computed by dividing the NAVD 88
 BZ0548.geopotential number by the normal gravity value computed on the
 BZ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0548.degrees latitude (g = 980.6199 gals.).
 BZ0548
 BZ0548.The modeled gravity was interpolated from observed gravity values.
 BZ0548
 BZ0548;                    North         East    Units  Estimated Accuracy
 BZ0548;SPC TXNC     - 2,032,410.      744,340.      MT  (+/- 180 meters Scaled)
 BZ0548
 BZ0548                          SUPERSEDED SURVEY CONTROL
 BZ0548
 BZ0548  NGVD 29 (??/??/92)  172.385  (m)          565.57   (f) ADJ UNCH    1 2
 BZ0548
 BZ0548.Superseded values are not recommended for survey control.
 BZ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0548.See file dsdata.txt to determine how the superseded data were derived.
 BZ0548
 BZ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA915366(NAD 83)
 BZ0548_MARKER: DB = BENCH MARK DISK
 BZ0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0548_SP_SET: CULVERT
 BZ0548_STAMPING: T 258 1952
 BZ0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0548
 BZ0548  HISTORY     - Date     Condition        Report By
 BZ0548  HISTORY     - 1952     MONUMENTED       CGS
 BZ0548  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0548  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0548  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0548
 BZ0548                          STATION DESCRIPTION
 BZ0548
 BZ0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0548'2.05 MI SE FROM BYNUM.
 BZ0548'2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 BZ0548'BYNUM, 300 FEET NORTHWEST OF A FARMHOUSE, 21 FEET SOUTH OF THE CENTER
 BZ0548'LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH
 BZ0548'HEADWALL OF A CONCRETE CULVERT.
 BZ0548
 BZ0548                          STATION RECOVERY (1980)
 BZ0548
 BZ0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0548'MARK NOT FOUND.
 BZ0548
 BZ0548                          STATION RECOVERY (1999)
 BZ0548
 BZ0548'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0548'MARK NOT FOUND.
 BZ0548
 BZ0548                          STATION RECOVERY (2003)
 BZ0548
 BZ0548'RECOVERY NOTE BY US POWER SQUADRON 2003 (KW)
 BZ0548'STATE HIGHWAY DEPARTMENT HAS WIDEND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0557 ***********************************************************************
 GK0557  DESIGNATION -  T 259
 GK0557  PID         -  GK0557
 GK0557  STATE/COUNTY-  TX/SHERMAN
 GK0557  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0557
 GK0557                         *CURRENT SURVEY CONTROL
 GK0557  ___________________________________________________________________
 GK0557* NAD 83(1986)-  36 08 24.     (N)    101 57 14.     (W)     SCALED    
 GK0557* NAVD 88     -      1089.062  (meters)    3573.03   (feet)  ADJUSTED  
 GK0557  ___________________________________________________________________
 GK0557  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 GK0557  DYNAMIC HT  -        1087.838 (meters)    3569.02  (feet)  COMP
 GK0557  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 GK0557
 GK0557  VERT ORDER  -  SECOND    CLASS 0
 GK0557
 GK0557.The horizontal coordinates were scaled from a topographic map and have
 GK0557.an estimated accuracy of +/- 6 seconds.
 GK0557
 GK0557.The orthometric height was determined by differential leveling
 GK0557.and adjusted by the National Geodetic Survey in June 1991..
 GK0557
 GK0557.The geoid height was determined by GEOID03.
 GK0557
 GK0557.The dynamic height is computed by dividing the NAVD 88
 GK0557.geopotential number by the normal gravity value computed on the
 GK0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0557.degrees latitude (g = 980.6199 gals.).
 GK0557
 GK0557.The modeled gravity was interpolated from observed gravity values.
 GK0557
 GK0557;                    North         East    Units  Estimated Accuracy
 GK0557;SPC TX N     - 1,237,510.      159,150.      MT  (+/- 180 meters Scaled)
 GK0557
 GK0557                          SUPERSEDED SURVEY CONTROL
 GK0557
 GK0557  NGVD 29 (??/??/92) 1088.550  (m)         3571.35   (f) ADJ UNCH    2 0
 GK0557
 GK0557.Superseded values are not recommended for survey control.
 GK0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0557.See file dsdata.txt to determine how the superseded data were derived.
 GK0557
 GK0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF342035(NAD 83)
 GK0557_MARKER: DB = BENCH MARK DISK
 GK0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0557_STAMPING: T 259 1952
 GK0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0557+STABILITY: SURFACE MOTION
 GK0557
 GK0557  HISTORY     - Date     Condition        Report By
 GK0557  HISTORY     - 1952     MONUMENTED       CGS
 GK0557
 GK0557                          STATION DESCRIPTION
 GK0557
 GK0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0557'11.8 MI NE FROM ETTER.
 GK0557'7.8 MILES NORTH ALONG STATE HIGHWAY 287 FROM THE POST OFFICE AT ETTER,
 GK0557'THENCE 4.0 MILES EAST ALONG A NEW FARM TO MARKET ROAD, 141 FEET EAST
 GK0557'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 49 FEET NORTH OF THE
 GK0557'CENTER LINE OF AN EAST AND WEST ROAD, 97 FEET EAST OF A FENCE CORNER,
 GK0557'1.4 FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE
 GK0557'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0453 ***********************************************************************
 GK0453  DESIGNATION -  T 260
 GK0453  PID         -  GK0453
 GK0453  STATE/COUNTY-  TX/SHERMAN
 GK0453  USGS QUAD   -  STEVENS SE (1974)
 GK0453
 GK0453                         *CURRENT SURVEY CONTROL
 GK0453  ___________________________________________________________________
 GK0453* NAD 83(1986)-  36 19 41.     (N)    101 46 11.     (W)     SCALED    
 GK0453* NAVD 88     -      1057.793  (meters)    3470.44   (feet)  ADJUSTED  
 GK0453  ___________________________________________________________________
 GK0453  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 GK0453  DYNAMIC HT  -        1056.635 (meters)    3466.64  (feet)  COMP
 GK0453  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 GK0453
 GK0453  VERT ORDER  -  SECOND    CLASS 0
 GK0453
 GK0453.The horizontal coordinates were scaled from a topographic map and have
 GK0453.an estimated accuracy of +/- 6 seconds.
 GK0453
 GK0453.The orthometric height was determined by differential leveling
 GK0453.and adjusted by the National Geodetic Survey in June 1991..
 GK0453
 GK0453.The geoid height was determined by GEOID03.
 GK0453
 GK0453.The dynamic height is computed by dividing the NAVD 88
 GK0453.geopotential number by the normal gravity value computed on the
 GK0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0453.degrees latitude (g = 980.6199 gals.).
 GK0453
 GK0453.The modeled gravity was interpolated from observed gravity values.
 GK0453
 GK0453;                    North         East    Units  Estimated Accuracy
 GK0453;SPC TX N     - 1,258,310.      175,780.      MT  (+/- 180 meters Scaled)
 GK0453
 GK0453                          SUPERSEDED SURVEY CONTROL
 GK0453
 GK0453  NGVD 29 (??/??/92) 1057.326  (m)         3468.91   (f) ADJ UNCH    2 0
 GK0453
 GK0453.Superseded values are not recommended for survey control.
 GK0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0453.See file dsdata.txt to determine how the superseded data were derived.
 GK0453
 GK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF513238(NAD 83)
 GK0453_MARKER: DB = BENCH MARK DISK
 GK0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0453_STAMPING: T 260 1952
 GK0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0453+STABILITY: SURFACE MOTION
 GK0453
 GK0453  HISTORY     - Date     Condition        Report By
 GK0453  HISTORY     - 1952     MONUMENTED       CGS
 GK0453  HISTORY     - 1973     POOR             USGS
 GK0453
 GK0453                          STATION DESCRIPTION
 GK0453
 GK0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0453'17.1 MI E FROM STRATFORD.
 GK0453'17.1 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0453'PACIFIC RAILROAD STATION AT STRATFORD, 92 FEET WEST OF THE SOUTHWEST
 GK0453'CORNER OF A SMALL FARMHOUSE, 49 FEET NORTH OF TH CENTER LINE OF THE
 GK0453'FARM ROAD, 1 FOOT SOUTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST,
 GK0453'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 GK0453'GROUND.
 GK0453
 GK0453                          STATION RECOVERY (1973)
 GK0453
 GK0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0453'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0708 ***********************************************************************
 CT0708  DESIGNATION -  T 261
 CT0708  PID         -  CT0708
 CT0708  STATE/COUNTY-  TX/TAYLOR
 CT0708  USGS QUAD   -  HAMBY (1987)
 CT0708
 CT0708                         *CURRENT SURVEY CONTROL
 CT0708  ___________________________________________________________________
 CT0708* NAD 83(1986)-  32 30 08.     (N)    099 43 47.     (W)     SCALED    
 CT0708* NAVD 88     -       506.354  (meters)    1661.26   (feet)  ADJUSTED  
 CT0708  ___________________________________________________________________
 CT0708  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CT0708  DYNAMIC HT  -         505.702 (meters)    1659.12  (feet)  COMP
 CT0708  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 CT0708
 CT0708  VERT ORDER  -  SECOND    CLASS 0
 CT0708
 CT0708.The horizontal coordinates were scaled from a topographic map and have
 CT0708.an estimated accuracy of +/- 6 seconds.
 CT0708
 CT0708.The orthometric height was determined by differential leveling
 CT0708.and adjusted by the National Geodetic Survey in June 1991..
 CT0708
 CT0708.The geoid height was determined by GEOID03.
 CT0708
 CT0708.The dynamic height is computed by dividing the NAVD 88
 CT0708.geopotential number by the normal gravity value computed on the
 CT0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0708.degrees latitude (g = 980.6199 gals.).
 CT0708
 CT0708.The modeled gravity was interpolated from observed gravity values.
 CT0708
 CT0708;                    North         East    Units  Estimated Accuracy
 CT0708;SPC TXNC     - 2,093,330.      484,450.      MT  (+/- 180 meters Scaled)
 CT0708
 CT0708                          SUPERSEDED SURVEY CONTROL
 CT0708
 CT0708  NGVD 29 (??/??/92)  506.202  (m)         1660.76   (f) ADJ UNCH    2 0
 CT0708
 CT0708.Superseded values are not recommended for survey control.
 CT0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0708.See file dsdata.txt to determine how the superseded data were derived.
 CT0708
 CT0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA314963(NAD 83)
 CT0708_MARKER: DB = BENCH MARK DISK
 CT0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0708_STAMPING: T 261 1934
 CT0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0708+STABILITY: SURFACE MOTION
 CT0708
 CT0708  HISTORY     - Date     Condition        Report By
 CT0708  HISTORY     - 1934     MONUMENTED       CGS
 CT0708  HISTORY     - 1958     GOOD             NGS
 CT0708  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0708
 CT0708                          STATION DESCRIPTION
 CT0708
 CT0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0708'4.5 MI NE FROM ABILENE.
 CT0708'4.5 MILES NORTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION
 CT0708'AT ABILENE, TAYLOR COUNTY, 330 YARDS NORTH OF MILEPOST 147, 81 FEET
 CT0708'NORTHEAST OF BRIDGE 146+80, 42 FEET EAST OF THE CENTERLINE OF THE
 CT0708'TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED T
 CT0708'261 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK
 CT0708'RECOVERED 6 FEET NORTHEAST OF THE FIRST POLE NORTHEAST OF BRIDGE NO.
 CT0708'146-80.
 CT0708
 CT0708                          STATION RECOVERY (2001)
 CT0708
 CT0708'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1300 ***********************************************************************
 CS1300  DESIGNATION -  T 262
 CS1300  PID         -  CS1300
 CS1300  STATE/COUNTY-  TX/DALLAS
 CS1300  USGS QUAD   -  CARROLLTON (1981)
 CS1300
 CS1300                         *CURRENT SURVEY CONTROL
 CS1300  ___________________________________________________________________
 CS1300* NAD 83(1986)-  32 57 17.     (N)    096 54 30.     (W)     SCALED    
 CS1300* NAVD 88     -       137.429  (meters)     450.88   (feet)  ADJUSTED  
 CS1300  ___________________________________________________________________
 CS1300  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CS1300  DYNAMIC HT  -         137.273 (meters)     450.37  (feet)  COMP
 CS1300  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CS1300
 CS1300  VERT ORDER  -  SECOND    CLASS 0
 CS1300
 CS1300.The horizontal coordinates were scaled from a topographic map and have
 CS1300.an estimated accuracy of +/- 6 seconds.
 CS1300
 CS1300.The orthometric height was determined by differential leveling
 CS1300.and adjusted by the National Geodetic Survey in June 1991..
 CS1300
 CS1300.The geoid height was determined by GEOID03.
 CS1300
 CS1300.The dynamic height is computed by dividing the NAVD 88
 CS1300.geopotential number by the normal gravity value computed on the
 CS1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1300.degrees latitude (g = 980.6199 gals.).
 CS1300
 CS1300.The modeled gravity was interpolated from observed gravity values.
 CS1300
 CS1300;                    North         East    Units  Estimated Accuracy
 CS1300;SPC TXNC     - 2,143,960.      748,800.      MT  (+/- 180 meters Scaled)
 CS1300
 CS1300                          SUPERSEDED SURVEY CONTROL
 CS1300
 CS1300  NGVD 29 (??/??/92)  137.431  (m)          450.89   (f) ADJ UNCH    2 0
 CS1300
 CS1300.Superseded values are not recommended for survey control.
 CS1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1300.See file dsdata.txt to determine how the superseded data were derived.
 CS1300
 CS1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB955482(NAD 83)
 CS1300_MARKER: DB = BENCH MARK DISK
 CS1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1300_SP_SET: CONCRETE POST
 CS1300_STAMPING: T 262 1934
 CS1300_MARK LOGO: CGS   
 CS1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1300+STABILITY: SURFACE MOTION
 CS1300
 CS1300  HISTORY     - Date     Condition        Report By
 CS1300  HISTORY     - 1934     MONUMENTED       CGS
 CS1300  HISTORY     - 1978     GOOD             LOCENG
 CS1300  HISTORY     - 19910316 GOOD             LOCENG
 CS1300
 CS1300                          STATION DESCRIPTION
 CS1300
 CS1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS1300'IN CARROLLTON.
 CS1300'AT CARROLLTON AND ALONG THE M.K.T. R. R. AT THE CROSSINGS OF THREE R.
 CS1300'RS.  19 FEET N OF THE CENTER OF THE ST. LOUIS AND SOUTH WESTERN R. R.
 CS1300'18 FEET S OF THE CENTER OF THE ST. LOUIS AND SAN FRANCISCO R. R.  17
 CS1300'FEET E OF THE CENTER OF THE M. K. T. R. R.  AT THE CAROLLTON DEPOT.
 CS1300
 CS1300                          STATION RECOVERY (1978)
 CS1300
 CS1300'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 CS1300'RECOVERED IN GOOD CONDITION.
 CS1300
 CS1300                          STATION RECOVERY (1991)
 CS1300
 CS1300'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 CS1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0490 ***********************************************************************
 DN0490  DESIGNATION -  T 263
 DN0490  PID         -  DN0490
 DN0490  STATE/COUNTY-  TX/GRAYSON
 DN0490  USGS QUAD   -  DORCHESTER (1974)
 DN0490
 DN0490                         *CURRENT SURVEY CONTROL
 DN0490  ___________________________________________________________________
 DN0490* NAD 83(1986)-  33 31 14.     (N)    096 41 43.     (W)     SCALED    
 DN0490* NAVD 88     -       254.842  (meters)     836.09   (feet)  ADJUSTED  
 DN0490  ___________________________________________________________________
 DN0490  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DN0490  DYNAMIC HT  -         254.572 (meters)     835.21  (feet)  COMP
 DN0490  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 DN0490
 DN0490  VERT ORDER  -  SECOND    CLASS 0
 DN0490
 DN0490.The horizontal coordinates were scaled from a topographic map and have
 DN0490.an estimated accuracy of +/- 6 seconds.
 DN0490
 DN0490.The orthometric height was determined by differential leveling
 DN0490.and adjusted by the National Geodetic Survey in June 1991..
 DN0490
 DN0490.The geoid height was determined by GEOID03.
 DN0490
 DN0490.The dynamic height is computed by dividing the NAVD 88
 DN0490.geopotential number by the normal gravity value computed on the
 DN0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0490.degrees latitude (g = 980.6199 gals.).
 DN0490
 DN0490.The modeled gravity was interpolated from observed gravity values.
 DN0490
 DN0490;                    North         East    Units  Estimated Accuracy
 DN0490;SPC TXNC     - 2,207,020.      767,640.      MT  (+/- 180 meters Scaled)
 DN0490
 DN0490                          SUPERSEDED SURVEY CONTROL
 DN0490
 DN0490  NGVD 29 (??/??/92)  254.828  (m)          836.05   (f) ADJ UNCH    2 0
 DN0490
 DN0490.Superseded values are not recommended for survey control.
 DN0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0490.See file dsdata.txt to determine how the superseded data were derived.
 DN0490
 DN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC140113(NAD 83)
 DN0490_MARKER: DB = BENCH MARK DISK
 DN0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0490_STAMPING: T 263 1934
 DN0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0490+STABILITY: SURFACE MOTION
 DN0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0490+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 DN0490
 DN0490  HISTORY     - Date     Condition        Report By
 DN0490  HISTORY     - 1934     MONUMENTED       CGS
 DN0490  HISTORY     - 1952     GOOD             NGS
 DN0490  HISTORY     - 20060518 GOOD             USPSQD
 DN0490
 DN0490                          STATION DESCRIPTION
 DN0490
 DN0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0490'0.9 MI SW FROM DORCHESTER.
 DN0490'0.9 MILE SOUTHWEST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0490'RAILROAD FROM THE STATION SIGN AT DORCHESTER, 9 RAILS SOUTHWEST OF THE
 DN0490'SOUTHWEST END OF A SIDE TRACK, 2 POLES SOUTHWEST OF MILEPOST 658-10,
 DN0490'45 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 23 FEET SOUTHWEST OF A
 DN0490'TELEPHONE POLE, 3 FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A
 DN0490'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 DN0490'FOOT ABOVE THE GROUND.
 DN0490
 DN0490                          STATION RECOVERY (2006)
 DN0490
 DN0490'RECOVERY NOTE BY US POWER SQUADRON 2006 (WL)
 DN0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0392 ***********************************************************************
 DN0392  DESIGNATION -  T 264
 DN0392  PID         -  DN0392
 DN0392  STATE/COUNTY-  TX/COLLIN
 DN0392  USGS QUAD   -  MC KINNEY EAST (1973)
 DN0392
 DN0392                         *CURRENT SURVEY CONTROL
 DN0392  ___________________________________________________________________
 DN0392* NAD 83(1986)-  33 10 29.     (N)    096 33 18.     (W)     SCALED    
 DN0392* NAVD 88     -       158.720  (meters)     520.73   (feet)  ADJUSTED  
 DN0392  ___________________________________________________________________
 DN0392  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DN0392  DYNAMIC HT  -         158.548 (meters)     520.17  (feet)  COMP
 DN0392  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 DN0392
 DN0392  VERT ORDER  -  SECOND    CLASS 0
 DN0392
 DN0392.The horizontal coordinates were scaled from a topographic map and have
 DN0392.an estimated accuracy of +/- 6 seconds.
 DN0392
 DN0392.The orthometric height was determined by differential leveling
 DN0392.and adjusted by the National Geodetic Survey in June 1991..
 DN0392
 DN0392.The geoid height was determined by GEOID03.
 DN0392
 DN0392.The dynamic height is computed by dividing the NAVD 88
 DN0392.geopotential number by the normal gravity value computed on the
 DN0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0392.degrees latitude (g = 980.6199 gals.).
 DN0392
 DN0392.The modeled gravity was interpolated from observed gravity values.
 DN0392
 DN0392;                    North         East    Units  Estimated Accuracy
 DN0392;SPC TXNC     - 2,168,910.      781,370.      MT  (+/- 180 meters Scaled)
 DN0392
 DN0392                          SUPERSEDED SURVEY CONTROL
 DN0392
 DN0392  NGVD 29 (??/??/92)  158.734  (m)          520.78   (f) ADJ UNCH    2 0
 DN0392
 DN0392.Superseded values are not recommended for survey control.
 DN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0392.See file dsdata.txt to determine how the superseded data were derived.
 DN0392
 DN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB279733(NAD 83)
 DN0392_MARKER: DB = BENCH MARK DISK
 DN0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0392_STAMPING: T 264 1934
 DN0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0392+STABILITY: SURFACE MOTION
 DN0392
 DN0392  HISTORY     - Date     Condition        Report By
 DN0392  HISTORY     - 1934     MONUMENTED       CGS
 DN0392  HISTORY     - 1954     GOOD             NGS
 DN0392  HISTORY     - 1958     MARK NOT FOUND   NGS
 DN0392  HISTORY     - 19910716 MARK NOT FOUND   USPSQD
 DN0392  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0392
 DN0392                          STATION DESCRIPTION
 DN0392
 DN0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0392'4.35 MI E FROM MCKINNEY.
 DN0392'0.25 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 DN0392'MCKINNEY, THENCE 0.75 MILE EAST ALONG ANTHONY STREET, THENCE 0.2 MILE
 DN0392'NORTHEAST ALONG A GRAVELED STREET, THENCE 0.95 MILE SOUTHEAST ALONG A
 DN0392'GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.7
 DN0392'MILES EAST ALONG THE ABANDONED LOUISIANA, ARKANSAS AND TEXAS RAILROAD
 DN0392'GRADE.  0.15 MILE SOUTH OF A LARGE HAY BARN, 145 YARDS WEST OF AN
 DN0392'ABANDONED TRESTLE, 46 FEET SOUTH OF THE CENTER LINE OF THE OLD
 DN0392'RAILROAD GRADE, 29 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET EAST OF
 DN0392'A WITNESS POST, 1.0 MILE WEST OF BENCH MARK K 927, SET IN THE TOP OF A
 DN0392'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DN0392
 DN0392                          STATION RECOVERY (1958)
 DN0392
 DN0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DN0392'MARK NOT FOUND.
 DN0392
 DN0392                          STATION RECOVERY (1991)
 DN0392
 DN0392'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0392'MARK NOT FOUND.
 DN0392
 DN0392                          STATION RECOVERY (2005)
 DN0392
 DN0392'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1157 ***********************************************************************
 CS1157  DESIGNATION -  T 265
 CS1157  PID         -  CS1157
 CS1157  STATE/COUNTY-  TX/ELLIS
 CS1157  USGS QUAD   -  LANCASTER (1981)
 CS1157
 CS1157                         *CURRENT SURVEY CONTROL
 CS1157  ___________________________________________________________________
 CS1157* NAD 83(1986)-  32 30 02.     (N)    096 48 52.     (W)     SCALED    
 CS1157* NAVD 88     -       164.449  (meters)     539.53   (feet)  ADJUSTED  
 CS1157  ___________________________________________________________________
 CS1157  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS1157  DYNAMIC HT  -         164.256 (meters)     538.90  (feet)  COMP
 CS1157  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CS1157
 CS1157  VERT ORDER  -  SECOND    CLASS 0
 CS1157
 CS1157.The horizontal coordinates were scaled from a topographic map and have
 CS1157.an estimated accuracy of +/- 6 seconds.
 CS1157
 CS1157.The orthometric height was determined by differential leveling
 CS1157.and adjusted by the National Geodetic Survey in June 1991..
 CS1157
 CS1157.The geoid height was determined by GEOID03.
 CS1157
 CS1157.The dynamic height is computed by dividing the NAVD 88
 CS1157.geopotential number by the normal gravity value computed on the
 CS1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1157.degrees latitude (g = 980.6199 gals.).
 CS1157
 CS1157.The modeled gravity was interpolated from observed gravity values.
 CS1157
 CS1157;                    North         East    Units  Estimated Accuracy
 CS1157;SPC TXNC     - 2,093,740.      758,380.      MT  (+/- 180 meters Scaled)
 CS1157
 CS1157                          SUPERSEDED SURVEY CONTROL
 CS1157
 CS1157  NGVD 29 (??/??/92)  164.447  (m)          539.52   (f) ADJ UNCH    2 0
 CS1157
 CS1157.Superseded values are not recommended for survey control.
 CS1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1157.See file dsdata.txt to determine how the superseded data were derived.
 CS1157
 CS1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA053980(NAD 83)
 CS1157_MARKER: DB = BENCH MARK DISK
 CS1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1157_SP_SET: ABUTMENT
 CS1157_STAMPING: T 265 1934
 CS1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1157
 CS1157  HISTORY     - Date     Condition        Report By
 CS1157  HISTORY     - 1934     MONUMENTED       CGS
 CS1157  HISTORY     - 1946     GOOD             NGS
 CS1157  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 CS1157
 CS1157                          STATION DESCRIPTION
 CS1157
 CS1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1157'1.1 MI S FROM LANCASTER.
 CS1157'1.1 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS1157'THE STATION AT RED OAK, ELLIS COUNTY, AT THE NORTH END OF BRIDGE
 CS1157'789.1, IN THE TOP OF THE CONCRETE ABUTMENT, AND 10.2 FEET EAST OF THE
 CS1157'TRACK.  A STANDARD DISK, STAMPED T 265 1934.
 CS1157
 CS1157                          STATION RECOVERY (2004)
 CS1157
 CS1157'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CS1157'TRACKS HAVE BEEN PULLED UP, BRIDGE TAKEN DOWN, ABUTMENT STILL STANDS
 CS1157'BUT NO SIGN OF MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2146 ***********************************************************************
 BY2146  DESIGNATION -  T 266
 BY2146  PID         -  BY2146
 BY2146  STATE/COUNTY-  TX/ANDERSON
 BY2146  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2146
 BY2146                         *CURRENT SURVEY CONTROL
 BY2146  ___________________________________________________________________
 BY2146* NAD 83(1986)-  31 50 47.     (N)    095 42 30.     (W)     SCALED    
 BY2146* NAVD 88     -       123.789  (meters)     406.13   (feet)  ADJUSTED  
 BY2146  ___________________________________________________________________
 BY2146  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BY2146  DYNAMIC HT  -         123.639 (meters)     405.64  (feet)  COMP
 BY2146  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 BY2146
 BY2146  VERT ORDER  -  SECOND    CLASS 0
 BY2146
 BY2146.The horizontal coordinates were scaled from a topographic map and have
 BY2146.an estimated accuracy of +/- 6 seconds.
 BY2146
 BY2146.The orthometric height was determined by differential leveling
 BY2146.and adjusted by the National Geodetic Survey in June 1991..
 BY2146
 BY2146.The geoid height was determined by GEOID03.
 BY2146
 BY2146.The dynamic height is computed by dividing the NAVD 88
 BY2146.geopotential number by the normal gravity value computed on the
 BY2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2146.degrees latitude (g = 980.6199 gals.).
 BY2146
 BY2146.The modeled gravity was interpolated from observed gravity values.
 BY2146
 BY2146;                    North         East    Units  Estimated Accuracy
 BY2146;SPC TX C     - 3,250,740.    1,137,630.      MT  (+/- 180 meters Scaled)
 BY2146
 BY2146                          SUPERSEDED SURVEY CONTROL
 BY2146
 BY2146  NGVD 29 (??/??/92)  123.771  (m)          406.07   (f) ADJ UNCH    2 0
 BY2146
 BY2146.Superseded values are not recommended for survey control.
 BY2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2146.See file dsdata.txt to determine how the superseded data were derived.
 BY2146
 BY2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR437266(NAD 83)
 BY2146_MARKER: DB = BENCH MARK DISK
 BY2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2146_STAMPING: T 266 1934
 BY2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2146+STABILITY: SURFACE MOTION
 BY2146
 BY2146  HISTORY     - Date     Condition        Report By
 BY2146  HISTORY     - 1934     MONUMENTED       CGS
 BY2146  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2146
 BY2146                          STATION DESCRIPTION
 BY2146
 BY2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY2146'2.3 MI NW FROM PALESTINE.
 BY2146'2.3 MILES NW OF AND ALONG STATE HIGHWAY NO. 19 15 YARDS E OF THE
 BY2146'CENTER OF THE HIGHWAY AT A CURVE.  2 FEET W OF FENCE.  IN LINE WITH A
 BY2146'ROW OF TELEGRAPH POLES.
 BY2146
 BY2146                          STATION RECOVERY (1977)
 BY2146
 BY2146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0344 ***********************************************************************
 CS0344  DESIGNATION -  T 267
 CS0344  PID         -  CS0344
 CS0344  STATE/COUNTY-  TX/KAUFMAN
 CS0344  USGS QUAD   -  KEMP (1981)
 CS0344
 CS0344                         *CURRENT SURVEY CONTROL
 CS0344  ___________________________________________________________________
 CS0344* NAD 83(1986)-  32 23 04.     (N)    096 09 37.     (W)     SCALED    
 CS0344* NAVD 88     -       104.242  (meters)     342.00   (feet)  ADJUSTED  
 CS0344  ___________________________________________________________________
 CS0344  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0344  DYNAMIC HT  -         104.123 (meters)     341.61  (feet)  COMP
 CS0344  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 CS0344
 CS0344  VERT ORDER  -  SECOND    CLASS 0
 CS0344
 CS0344.The horizontal coordinates were scaled from a topographic map and have
 CS0344.an estimated accuracy of +/- 6 seconds.
 CS0344
 CS0344.The orthometric height was determined by differential leveling
 CS0344.and adjusted by the National Geodetic Survey in June 1991..
 CS0344
 CS0344.The geoid height was determined by GEOID03.
 CS0344
 CS0344.The dynamic height is computed by dividing the NAVD 88
 CS0344.geopotential number by the normal gravity value computed on the
 CS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0344.degrees latitude (g = 980.6199 gals.).
 CS0344
 CS0344.The modeled gravity was interpolated from observed gravity values.
 CS0344
 CS0344;                    North         East    Units  Estimated Accuracy
 CS0344;SPC TXNC     - 2,082,050.      820,130.      MT  (+/- 180 meters Scaled)
 CS0344
 CS0344                          SUPERSEDED SURVEY CONTROL
 CS0344
 CS0344  NGVD 29 (??/??/92)  104.256  (m)          342.05   (f) ADJ UNCH    2 0
 CS0344
 CS0344.Superseded values are not recommended for survey control.
 CS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0344.See file dsdata.txt to determine how the superseded data were derived.
 CS0344
 CS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA671865(NAD 83)
 CS0344_MARKER: DB = BENCH MARK DISK
 CS0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0344_STAMPING: T 267 1934
 CS0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0344+STABILITY: SURFACE MOTION
 CS0344
 CS0344  HISTORY     - Date     Condition        Report By
 CS0344  HISTORY     - 1934     MONUMENTED       CGS
 CS0344  HISTORY     - 1958     GOOD             USGS
 CS0344  HISTORY     - 19930503 MARK NOT FOUND   USPSQD
 CS0344
 CS0344                          STATION DESCRIPTION
 CS0344
 CS0344'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0344'3.8 MI NW FROM MABANK.
 CS0344'3.8 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0344'STATION AT MABANK, KAUFMAN COUNTY, 180 YARDS SOUTHEAST OF MILEPOST
 CS0344'266, 48 FEET NORTHEAST OF THE TRACK AND 4 FEET SOUTHWEST OF THE R/W
 CS0344'FENCE, A STANDARD DISK, STAMPED T 267 1934 AND SET IN THE TOP OF A
 CS0344'CONCRETE POST PROJECTING ABOUT 0.8 FEET.  ABOVE THE GROUND.
 CS0344
 CS0344                          STATION RECOVERY (1993)
 CS0344
 CS0344'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0482 ***********************************************************************
 CR0482  DESIGNATION -  T 268
 CR0482  PID         -  CR0482
 CR0482  STATE/COUNTY-  TX/SMITH
 CR0482  USGS QUAD   -  TYLER SOUTH (1973)
 CR0482
 CR0482                         *CURRENT SURVEY CONTROL
 CR0482  ___________________________________________________________________
 CR0482* NAD 83(1986)-  32 20 13.     (N)    095 21 53.     (W)     SCALED    
 CR0482* NAVD 88     -       138.860  (meters)     455.58   (feet)  ADJUSTED  
 CR0482  ___________________________________________________________________
 CR0482  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CR0482  DYNAMIC HT  -         138.697 (meters)     455.04  (feet)  COMP
 CR0482  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 CR0482
 CR0482  VERT ORDER  -  SECOND    CLASS 0
 CR0482
 CR0482.The horizontal coordinates were scaled from a topographic map and have
 CR0482.an estimated accuracy of +/- 6 seconds.
 CR0482
 CR0482.The orthometric height was determined by differential leveling
 CR0482.and adjusted by the National Geodetic Survey in June 1991..
 CR0482
 CR0482.The geoid height was determined by GEOID03.
 CR0482
 CR0482.The dynamic height is computed by dividing the NAVD 88
 CR0482.geopotential number by the normal gravity value computed on the
 CR0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0482.degrees latitude (g = 980.6199 gals.).
 CR0482
 CR0482.The modeled gravity was interpolated from observed gravity values.
 CR0482
 CR0482;                    North         East    Units  Estimated Accuracy
 CR0482;SPC TXNC     - 2,078,730.      895,120.      MT  (+/- 180 meters Scaled)
 CR0482
 CR0482                          SUPERSEDED SURVEY CONTROL
 CR0482
 CR0482  NGVD 29 (??/??/92)  138.884  (m)          455.66   (f) ADJ UNCH    2 0
 CR0482
 CR0482.Superseded values are not recommended for survey control.
 CR0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0482.See file dsdata.txt to determine how the superseded data were derived.
 CR0482
 CR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR774802(NAD 83)
 CR0482_MARKER: DB = BENCH MARK DISK
 CR0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0482_STAMPING: T 268 1934
 CR0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0482+STABILITY: SURFACE MOTION
 CR0482
 CR0482  HISTORY     - Date     Condition        Report By
 CR0482  HISTORY     - 1934     MONUMENTED       CGS
 CR0482  HISTORY     - 19960420 GOOD             USPSQD
 CR0482
 CR0482                          STATION DESCRIPTION
 CR0482
 CR0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0482'3.8 MI W FROM TYLER.
 CR0482'3.8 MILES W OF AND ALONG THE ST. LOUIS AND SOUTHWESTERN R R 16 YARDS S
 CR0482'OF TRACK.  33 YARDS SE OF SMALL RAILROAD BRIDGE.  8 FEET N OF FENCE.
 CR0482'37 YARDS E OF A ROAD.  OPPOSITE MILE POST 551.
 CR0482
 CR0482                          STATION RECOVERY (1996)
 CR0482
 CR0482'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0187 ***********************************************************************
 BZ0187  DESIGNATION -  T 269
 BZ0187  PID         -  BZ0187
 BZ0187  STATE/COUNTY-  TX/NAVARRO
 BZ0187  USGS QUAD   -  STREETMAN (1982)
 BZ0187
 BZ0187                         *CURRENT SURVEY CONTROL
 BZ0187  ___________________________________________________________________
 BZ0187* NAD 83(1986)-  31 57 07.     (N)    096 21 37.     (W)     SCALED    
 BZ0187* NAVD 88     -       105.287  (meters)     345.43   (feet)  ADJUSTED  
 BZ0187  ___________________________________________________________________
 BZ0187  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 BZ0187  DYNAMIC HT  -         105.164 (meters)     345.03  (feet)  COMP
 BZ0187  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 BZ0187
 BZ0187  VERT ORDER  -  SECOND    CLASS 0
 BZ0187
 BZ0187.The horizontal coordinates were scaled from a topographic map and have
 BZ0187.an estimated accuracy of +/- 6 seconds.
 BZ0187
 BZ0187.The orthometric height was determined by differential leveling
 BZ0187.and adjusted by the National Geodetic Survey in June 1991..
 BZ0187
 BZ0187.The geoid height was determined by GEOID03.
 BZ0187
 BZ0187.The dynamic height is computed by dividing the NAVD 88
 BZ0187.geopotential number by the normal gravity value computed on the
 BZ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0187.degrees latitude (g = 980.6199 gals.).
 BZ0187
 BZ0187.The modeled gravity was interpolated from observed gravity values.
 BZ0187
 BZ0187;                    North         East    Units  Estimated Accuracy
 BZ0187;SPC TXNC     - 2,033,700.      802,290.      MT  (+/- 180 meters Scaled)
 BZ0187
 BZ0187                          SUPERSEDED SURVEY CONTROL
 BZ0187
 BZ0187  NGVD 29 (??/??/92)  105.282  (m)          345.41   (f) ADJ UNCH    2 0
 BZ0187
 BZ0187.Superseded values are not recommended for survey control.
 BZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0187.See file dsdata.txt to determine how the superseded data were derived.
 BZ0187
 BZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA495381(NAD 83)
 BZ0187_MARKER: DB = BENCH MARK DISK
 BZ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0187_STAMPING: T 269 1934
 BZ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0187+STABILITY: SURFACE MOTION
 BZ0187
 BZ0187  HISTORY     - Date     Condition        Report By
 BZ0187  HISTORY     - 1934     MONUMENTED       CGS
 BZ0187  HISTORY     - 1958     MARK NOT FOUND   USGS
 BZ0187
 BZ0187                          STATION DESCRIPTION
 BZ0187
 BZ0187'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BZ0187'3.5 MI SE FROM NAVARRO.
 BZ0187'3.5 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 BZ0187'NAVARRO, 60 FEET SOUTH OF MILEPOST 228, AT A ROAD CROSSING, 14 YARDS
 BZ0187'EAST OF THE TRACK, AND 30 FEET NORTH OF THE ROAD.  A STANDARD DISK,
 BZ0187'STAMPED T 269 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0198 ***********************************************************************
 CE0198  DESIGNATION -  T 27 RESET
 CE0198  PID         -  CE0198
 CE0198  STATE/COUNTY-  TX/EL PASO
 CE0198  USGS QUAD   -  CANUTILLO (1995)
 CE0198
 CE0198                         *CURRENT SURVEY CONTROL
 CE0198  ___________________________________________________________________
 CE0198* NAD 83(1986)-  31 59 25.     (N)    106 36 21.     (W)     SCALED    
 CE0198* NAVD 88     -      1158.797  (meters)    3801.82   (feet)  ADJUSTED  
 CE0198  ___________________________________________________________________
 CE0198  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CE0198  DYNAMIC HT  -        1157.077 (meters)    3796.18  (feet)  COMP
 CE0198  MODELED GRAV-     979,115.4   (mgal)                       NAVD 88
 CE0198
 CE0198  VERT ORDER  -  FIRST     CLASS II
 CE0198
 CE0198.The horizontal coordinates were scaled from a topographic map and have
 CE0198.an estimated accuracy of +/- 6 seconds.
 CE0198
 CE0198.The orthometric height was determined by differential leveling
 CE0198.and adjusted by the National Geodetic Survey in November 1996..
 CE0198
 CE0198.The geoid height was determined by GEOID03.
 CE0198
 CE0198.The dynamic height is computed by dividing the NAVD 88
 CE0198.geopotential number by the normal gravity value computed on the
 CE0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0198.degrees latitude (g = 980.6199 gals.).
 CE0198
 CE0198.The modeled gravity was interpolated from observed gravity values.
 CE0198
 CE0198;                    North         East    Units  Estimated Accuracy
 CE0198;SPC TX C     - 3,274,310.      107,530.      MT  (+/- 180 meters Scaled)
 CE0198
 CE0198                          SUPERSEDED SURVEY CONTROL
 CE0198
 CE0198  NAVD 88 (06/15/91) 1158.794  (m)         3801.81   (f) UNKNOWN     1 2
 CE0198  NGVD 29 (??/??/92) 1158.281  (m)         3800.13   (f) ADJ UNCH    1 2
 CE0198
 CE0198.Superseded values are not recommended for survey control.
 CE0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0198.See file dsdata.txt to determine how the superseded data were derived.
 CE0198
 CE0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR482404(NAD 83)
 CE0198_MARKER: DB = BENCH MARK DISK
 CE0198_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0198_SP_SET: CULVERT HEADWALL
 CE0198_STAMPING: T 27 RESET 1954
 CE0198_MARK LOGO: CGS   
 CE0198_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0198+STABILITY: SURFACE MOTION
 CE0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0198+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CE0198
 CE0198  HISTORY     - Date     Condition        Report By
 CE0198  HISTORY     - 1954     MONUMENTED       CGS
 CE0198  HISTORY     - 1981     GOOD             NGS
 CE0198  HISTORY     - 19940418 GOOD             NGS
 CE0198  HISTORY     - 20050402 GOOD             GEOCAC
 CE0198
 CE0198                          STATION DESCRIPTION
 CE0198
 CE0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0198'0.8 MI S FROM LA TUNA.
 CE0198'0.8 MILE SOUTH ALONG U.S. HIGHWAYS 80 AND 85 FROM THE ATCHISON, TOPEKA
 CE0198'AND SANTA FE RAILROAD STATION AT LA TUNA, 4 POLES SOUTH OF MILEPOST
 CE0198'1137, 48 FEET EAST OF THE EAST RAIL OF THE ATCHISON, TOPEKA AND SANTA
 CE0198'FE RAILROAD,30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CE0198'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 12 CHANNEL CONCRETE
 CE0198'CULVERT.
 CE0198
 CE0198                          STATION RECOVERY (1981)
 CE0198
 CE0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0198'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0198'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 20 FROM THE CITY HALL
 CE0198'IN ANTHONY, 4 POLES SOUTH OF RAILROAD MILE POST 1137, 0.1 KM (0.05 MI)
 CE0198'NORTH OF A DIRT ROAD LEADING WEST, AT A WOODEN RAILROAD BRIDGE, IN TOP
 CE0198'OF THE SOUTH END OF THE WEST HEADWALL OF A 12 CHANNEL CONCRETE
 CE0198'CULVERT, 14.6 METERS (48.0 FT) EAST OF THE NEAR RAIL OF THE ATCHISON,
 CE0198'TOPEKA AND SANTA FE RAILROAD, 9.1 METERS (30.0 FT) WEST OF THE
 CE0198'CENTERLINE OF THE HIGHWAY, 0.3 METER (1.0 FT) NORTH OF THE SOUTH
 CE0198'END OF THE HEADWALL AND 0.1 METER (0.2 FT) WEST OF A GUARD RAIL.
 CE0198
 CE0198                          STATION RECOVERY (1994)
 CE0198
 CE0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0198'8.4 KM (5.20 MI) NORTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0198'THE POST OFFICE IN CANUTILLO, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF
 CE0198'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A BOX CULVERT UNDER
 CE0198'THE HIGHWAY, 80.0 M (262.5 FT) NORTH OF THE CENTER OF THE NORTH
 CE0198'ENTRANCE ROAD LEADING TO AN OLD EL PASO PLANT, 14.6 M (47.9 FT) EAST
 CE0198'OF THE NEAR RAIL OF THE MAIN TRACK OF THE SANTA FE RAILROAD, AND 10.2
 CE0198'M (33.5 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE.
 CE0198
 CE0198                          STATION RECOVERY (2005)
 CE0198
 CE0198'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 CE0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0400 ***********************************************************************
 DO0400  DESIGNATION -  T 270
 DO0400  PID         -  DO0400
 DO0400  STATE/COUNTY-  TX/BAYLOR
 DO0400  USGS QUAD   -  SOUTHEAST LAKE KEMP (1966)
 DO0400
 DO0400                         *CURRENT SURVEY CONTROL
 DO0400  ___________________________________________________________________
 DO0400* NAD 83(1986)-  33 39 10.     (N)    099 09 42.     (W)     SCALED    
 DO0400* NAVD 88     -       392.552  (meters)    1287.90   (feet)  ADJUSTED  
 DO0400  ___________________________________________________________________
 DO0400  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DO0400  DYNAMIC HT  -         392.103 (meters)    1286.42  (feet)  COMP
 DO0400  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DO0400
 DO0400  VERT ORDER  -  SECOND    CLASS 0
 DO0400
 DO0400.The horizontal coordinates were scaled from a topographic map and have
 DO0400.an estimated accuracy of +/- 6 seconds.
 DO0400
 DO0400.The orthometric height was determined by differential leveling
 DO0400.and adjusted by the National Geodetic Survey in June 1991..
 DO0400
 DO0400.The geoid height was determined by GEOID03.
 DO0400
 DO0400.The dynamic height is computed by dividing the NAVD 88
 DO0400.geopotential number by the normal gravity value computed on the
 DO0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0400.degrees latitude (g = 980.6199 gals.).
 DO0400
 DO0400.The modeled gravity was interpolated from observed gravity values.
 DO0400
 DO0400;                    North         East    Units  Estimated Accuracy
 DO0400;SPC TXNC     - 2,220,440.      538,630.      MT  (+/- 180 meters Scaled)
 DO0400
 DO0400                          SUPERSEDED SURVEY CONTROL
 DO0400
 DO0400  NGVD 29 (??/??/92)  392.431  (m)         1287.50   (f) ADJ UNCH    2 0
 DO0400
 DO0400.Superseded values are not recommended for survey control.
 DO0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0400.See file dsdata.txt to determine how the superseded data were derived.
 DO0400
 DO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC850236(NAD 83)
 DO0400_MARKER: DB = BENCH MARK DISK
 DO0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0400_SP_SET: CULVERT
 DO0400_STAMPING: T 270 1934
 DO0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0400
 DO0400  HISTORY     - Date     Condition        Report By
 DO0400  HISTORY     - 1934     MONUMENTED       CGS
 DO0400  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0400
 DO0400                          STATION DESCRIPTION
 DO0400
 DO0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0400'2.0 MI SW FROM MABELLE.
 DO0400'2.0 MILES SOUTHWEST ALONG WICHITA VALLEY RAILWAY FROM MABELLE, BAYLOR
 DO0400'COUNTY, 0.7 MILE WEST OF MILEPOST 44, 27 FEET WEST OF A CATTLE GUARD
 DO0400'ACROSS THE TRACK, AT CULVERT 44.7, IN THE WEST END OF THE SOUTH STONE
 DO0400'HEADWALL, AND 16 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 DO0400'STANDARD DISK, STAMPED T 270 1934.  NOTE -- A BRIDGE WITH STONE HEAD
 DO0400'WALLS WAS FOUND AT CORRECT MILEAGE BUT NO DISK COULD BE FOUND.  THIS
 DO0400'MARK WAS THOUGHT TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0359 ***********************************************************************
 CT0359  DESIGNATION -  T 271
 CT0359  PID         -  CT0359
 CT0359  STATE/COUNTY-  TX/THROCKMORTON
 CT0359  USGS QUAD   -  FORT GRIFFIN (1981)
 CT0359
 CT0359                         *CURRENT SURVEY CONTROL
 CT0359  ___________________________________________________________________
 CT0359* NAD 83(1986)-  32 59 44.     (N)    099 10 53.     (W)     SCALED    
 CT0359* NAVD 88     -       428.517  (meters)    1405.89   (feet)  ADJUSTED  
 CT0359  ___________________________________________________________________
 CT0359  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT0359  DYNAMIC HT  -         427.987 (meters)    1404.15  (feet)  COMP
 CT0359  MODELED GRAV-     979,389.2   (mgal)                       NAVD 88
 CT0359
 CT0359  VERT ORDER  -  SECOND    CLASS 0
 CT0359
 CT0359.The horizontal coordinates were scaled from a topographic map and have
 CT0359.an estimated accuracy of +/- 6 seconds.
 CT0359
 CT0359.The orthometric height was determined by differential leveling
 CT0359.and adjusted by the National Geodetic Survey in June 1991..
 CT0359
 CT0359.The geoid height was determined by GEOID03.
 CT0359
 CT0359.The dynamic height is computed by dividing the NAVD 88
 CT0359.geopotential number by the normal gravity value computed on the
 CT0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0359.degrees latitude (g = 980.6199 gals.).
 CT0359
 CT0359.The modeled gravity was interpolated from observed gravity values.
 CT0359
 CT0359;                    North         East    Units  Estimated Accuracy
 CT0359;SPC TXNC     - 2,147,570.      536,330.      MT  (+/- 180 meters Scaled)
 CT0359
 CT0359                          SUPERSEDED SURVEY CONTROL
 CT0359
 CT0359  NGVD 29 (??/??/92)  428.394  (m)         1405.49   (f) ADJ UNCH    2 0
 CT0359
 CT0359.Superseded values are not recommended for survey control.
 CT0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0359.See file dsdata.txt to determine how the superseded data were derived.
 CT0359
 CT0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB830508(NAD 83)
 CT0359_MARKER: DB = BENCH MARK DISK
 CT0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0359_STAMPING: T 271 1934
 CT0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0359+STABILITY: SURFACE MOTION
 CT0359
 CT0359  HISTORY     - Date     Condition        Report By
 CT0359  HISTORY     - 1934     MONUMENTED       CGS
 CT0359  HISTORY     - 1957     GOOD             NGS
 CT0359
 CT0359                          STATION DESCRIPTION
 CT0359
 CT0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0359'12.9 MI S FROM THROCKMORTON.
 CT0359'12.9 MILES SOUTH ALONG U. S. HIGHWAY 283 FROM THROCKMORTON,
 CT0359'THROCKMORTON COUNTY, AT A T-ANGLE IN THE FENCE, 48 FEET WEST OF THE
 CT0359'CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF A GATE IN THE FENCE, 6
 CT0359'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE
 CT0359'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0274 ***********************************************************************
 CT0274  DESIGNATION -  T 273
 CT0274  PID         -  CT0274
 CT0274  STATE/COUNTY-  TX/STEPHENS
 CT0274  USGS QUAD   -  LA CASA (1967)
 CT0274
 CT0274                         *CURRENT SURVEY CONTROL
 CT0274  ___________________________________________________________________
 CT0274* NAD 83(1986)-  32 33 59.     (N)    098 42 20.     (W)     SCALED    
 CT0274* NAVD 88     -       455.571  (meters)    1494.65   (feet)  ADJUSTED  
 CT0274  ___________________________________________________________________
 CT0274  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0274  DYNAMIC HT  -         454.989 (meters)    1492.74  (feet)  COMP
 CT0274  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 CT0274
 CT0274  VERT ORDER  -  FIRST     CLASS II
 CT0274
 CT0274.The horizontal coordinates were scaled from a topographic map and have
 CT0274.an estimated accuracy of +/- 6 seconds.
 CT0274
 CT0274.The orthometric height was determined by differential leveling
 CT0274.and adjusted by the National Geodetic Survey in June 1991..
 CT0274
 CT0274.The geoid height was determined by GEOID03.
 CT0274
 CT0274.The dynamic height is computed by dividing the NAVD 88
 CT0274.geopotential number by the normal gravity value computed on the
 CT0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0274.degrees latitude (g = 980.6199 gals.).
 CT0274
 CT0274.The modeled gravity was interpolated from observed gravity values.
 CT0274
 CT0274;                    North         East    Units  Estimated Accuracy
 CT0274;SPC TXNC     - 2,099,790.      580,700.      MT  (+/- 180 meters Scaled)
 CT0274
 CT0274                          SUPERSEDED SURVEY CONTROL
 CT0274
 CT0274  NGVD 29 (??/??/92)  455.426  (m)         1494.18   (f) ADJ UNCH    1 2
 CT0274
 CT0274.Superseded values are not recommended for survey control.
 CT0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0274.See file dsdata.txt to determine how the superseded data were derived.
 CT0274
 CT0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB276032(NAD 83)
 CT0274_MARKER: DB = BENCH MARK DISK
 CT0274_SETTING: 66 = SET IN ROCK OUTCROP
 CT0274_SP_SET: ROCK OUTCROP
 CT0274_STAMPING: T 273 1934
 CT0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0274+STABILITY: POSITION/ELEVATION WELL
 CT0274
 CT0274  HISTORY     - Date     Condition        Report By
 CT0274  HISTORY     - 1934     MONUMENTED       CGS
 CT0274  HISTORY     - 1956     GOOD             NGS
 CT0274  HISTORY     - 1967     MARK NOT FOUND   USGS
 CT0274
 CT0274                          STATION DESCRIPTION
 CT0274
 CT0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0274'7.35 MI N FROM RANGER.
 CT0274'1.0 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0274'STATION AT RANGER, THENCE 6.35 MILES NORTHWEST ALONG AN ABANDONED
 CT0274'GRADE OF THE WICHITA FALLS AND SOUTHERN RAILROAD, 18 POLES NORTHWEST
 CT0274'OF A ROAD CROSSING, 140 YARDS WEST OF THE CENTER LINE OF A NORTH AND
 CT0274'SOUTH ROAD, 123 YARDS NORTH OF AN EAST AND WEST FENCE, 194 FEET
 CT0274'NORTHEAST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, FLUSH WITH THE
 CT0274'GROUND, IN THE BOTTOM OF A SMALL DRAW, SET IN THE TOP OF A ROCK
 CT0274'OUTCROP.
 CT0274
 CT0274                          STATION RECOVERY (1967)
 CT0274
 CT0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CT0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0447 ***********************************************************************
 CT0447  DESIGNATION -  T 274
 CT0447  PID         -  CT0447
 CT0447  STATE/COUNTY-  TX/CALLAHAN
 CT0447  USGS QUAD   -  CROSS CUT (1987)
 CT0447
 CT0447                         *CURRENT SURVEY CONTROL
 CT0447  ___________________________________________________________________
 CT0447* NAD 83(1986)-  32 06 58.     (N)    099 10 45.     (W)     SCALED    
 CT0447* NAVD 88     -       517.426  (meters)    1697.59   (feet)  ADJUSTED  
 CT0447  ___________________________________________________________________
 CT0447  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CT0447  DYNAMIC HT  -         516.750 (meters)    1695.37  (feet)  COMP
 CT0447  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 CT0447
 CT0447  VERT ORDER  -  SECOND    CLASS 0
 CT0447
 CT0447.The horizontal coordinates were scaled from a topographic map and have
 CT0447.an estimated accuracy of +/- 6 seconds.
 CT0447
 CT0447.The orthometric height was determined by differential leveling
 CT0447.and adjusted by the National Geodetic Survey in June 1991..
 CT0447
 CT0447.The geoid height was determined by GEOID03.
 CT0447
 CT0447.The dynamic height is computed by dividing the NAVD 88
 CT0447.geopotential number by the normal gravity value computed on the
 CT0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0447.degrees latitude (g = 980.6199 gals.).
 CT0447
 CT0447.The modeled gravity was interpolated from observed gravity values.
 CT0447
 CT0447;                    North         East    Units  Estimated Accuracy
 CT0447;SPC TXNC     - 2,050,050.      535,910.      MT  (+/- 180 meters Scaled)
 CT0447
 CT0447                          SUPERSEDED SURVEY CONTROL
 CT0447
 CT0447  NGVD 29 (??/??/92)  517.288  (m)         1697.14   (f) ADJ UNCH    2 0
 CT0447
 CT0447.Superseded values are not recommended for survey control.
 CT0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0447.See file dsdata.txt to determine how the superseded data were derived.
 CT0447
 CT0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA830533(NAD 83)
 CT0447_MARKER: DB = BENCH MARK DISK
 CT0447_SETTING: 66 = SET IN ROCK OUTCROP
 CT0447_SP_SET: ROCK OUTCROP
 CT0447_STAMPING: T 274 1934
 CT0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0447+STABILITY: POSITION/ELEVATION WELL
 CT0447
 CT0447  HISTORY     - Date     Condition        Report By
 CT0447  HISTORY     - 1934     MONUMENTED       CGS
 CT0447  HISTORY     - 1957     GOOD             NGS
 CT0447
 CT0447                          STATION DESCRIPTION
 CT0447
 CT0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0447'1.2 MI SW FROM CROSS PLAINS.
 CT0447'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 206 FROM THE HIGH SCHOOL AT
 CT0447'CROSS PLAINS, CALLAHAN COUNTY, 67 FEET WEST OF THE CENTERLINE OF THE
 CT0447'HIGHWAY, 40 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A
 CT0447'ROCK OUTCROP.  A STANDARD DISK, STAMPED T 274 1934.  NOTE-- THE MARK
 CT0447'IS JUST NORTHWEST OF A SMALL POND NEAR HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0421 ***********************************************************************
 DM0421  DESIGNATION -  T 275
 DM0421  PID         -  DM0421
 DM0421  STATE/COUNTY-  TX/TITUS
 DM0421  USGS QUAD   -  WINFIELD (1965)
 DM0421
 DM0421                         *CURRENT SURVEY CONTROL
 DM0421  ___________________________________________________________________
 DM0421* NAD 83(1986)-  33 09 10.     (N)    095 00 24.     (W)     SCALED    
 DM0421* NAVD 88     -       103.725  (meters)     340.30   (feet)  ADJUSTED  
 DM0421  ___________________________________________________________________
 DM0421  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0421  DYNAMIC HT  -         103.611 (meters)     339.93  (feet)  COMP
 DM0421  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 DM0421
 DM0421  VERT ORDER  -  SECOND    CLASS 0
 DM0421
 DM0421.The horizontal coordinates were scaled from a topographic map and have
 DM0421.an estimated accuracy of +/- 6 seconds.
 DM0421
 DM0421.The orthometric height was determined by differential leveling
 DM0421.and adjusted by the National Geodetic Survey in June 1991..
 DM0421
 DM0421.The geoid height was determined by GEOID03.
 DM0421
 DM0421.The dynamic height is computed by dividing the NAVD 88
 DM0421.geopotential number by the normal gravity value computed on the
 DM0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0421.degrees latitude (g = 980.6199 gals.).
 DM0421
 DM0421.The modeled gravity was interpolated from observed gravity values.
 DM0421
 DM0421;                    North         East    Units  Estimated Accuracy
 DM0421;SPC TXNC     - 2,170,210.      925,800.      MT  (+/- 180 meters Scaled)
 DM0421
 DM0421                          SUPERSEDED SURVEY CONTROL
 DM0421
 DM0421  NGVD 29 (??/??/92)  103.735  (m)          340.34   (f) ADJ UNCH    2 0
 DM0421
 DM0421.Superseded values are not recommended for survey control.
 DM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0421.See file dsdata.txt to determine how the superseded data were derived.
 DM0421
 DM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS128700(NAD 83)
 DM0421_MARKER: DB = BENCH MARK DISK
 DM0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0421_SP_SET: ABUTMENT
 DM0421_STAMPING: T 275 1934
 DM0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0421
 DM0421  HISTORY     - Date     Condition        Report By
 DM0421  HISTORY     - 1934     MONUMENTED       CGS
 DM0421
 DM0421                          STATION DESCRIPTION
 DM0421
 DM0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0421'2.7 MI W FROM MOUNT PLEASANT.
 DM0421'2.7 MILES W OF AND ALONG THE ST. L AND SW R R.  100 YARDS W OF MILE
 DM0421'POST 482/10.  24 FEET S OF CENTER OF TRACK.  DISK IS SET HORIZONTALLY
 DM0421'ON W END OF ABUTMENT OF A CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0253 ***********************************************************************
 CR0253  DESIGNATION -  T 276
 CR0253  PID         -  CR0253
 CR0253  STATE/COUNTY-  TX/UPSHUR
 CR0253  USGS QUAD   -  GILMER (1978)
 CR0253
 CR0253                         *CURRENT SURVEY CONTROL
 CR0253  ___________________________________________________________________
 CR0253* NAD 83(1986)-  32 43 45.     (N)    094 56 40.     (W)     SCALED    
 CR0253* NAVD 88     -       118.559  (meters)     388.97   (feet)  ADJUSTED  
 CR0253  ___________________________________________________________________
 CR0253  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CR0253  DYNAMIC HT  -         118.424 (meters)     388.53  (feet)  COMP
 CR0253  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 CR0253
 CR0253  VERT ORDER  -  SECOND    CLASS 0
 CR0253
 CR0253.The horizontal coordinates were scaled from a topographic map and have
 CR0253.an estimated accuracy of +/- 6 seconds.
 CR0253
 CR0253.The orthometric height was determined by differential leveling
 CR0253.and adjusted by the National Geodetic Survey in June 1991..
 CR0253
 CR0253.The geoid height was determined by GEOID03.
 CR0253
 CR0253.The dynamic height is computed by dividing the NAVD 88
 CR0253.geopotential number by the normal gravity value computed on the
 CR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0253.degrees latitude (g = 980.6199 gals.).
 CR0253
 CR0253.The modeled gravity was interpolated from observed gravity values.
 CR0253
 CR0253;                    North         East    Units  Estimated Accuracy
 CR0253;SPC TXNC     - 2,123,460.      933,190.      MT  (+/- 180 meters Scaled)
 CR0253
 CR0253                          SUPERSEDED SURVEY CONTROL
 CR0253
 CR0253  NGVD 29 (??/??/92)  118.58   (m)          389.0    (f) COMPUTED    2 0
 CR0253
 CR0253.Superseded values are not recommended for survey control.
 CR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0253.See file dsdata.txt to determine how the superseded data were derived.
 CR0253
 CR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS177229(NAD 83)
 CR0253_MARKER: DB = BENCH MARK DISK
 CR0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0253_SP_SET: FOUNDATION
 CR0253_STAMPING: T 276 1934
 CR0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0253
 CR0253  HISTORY     - Date     Condition        Report By
 CR0253  HISTORY     - 1934     MONUMENTED       CGS
 CR0253  HISTORY     - 1944     MARK NOT FOUND   LOCENG
 CR0253  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0253
 CR0253                          STATION DESCRIPTION
 CR0253
 CR0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0253'IN GILMER.
 CR0253'DISK IS SET VERTICALLY IN CONCRETE FOUNDATION OF A LONG SQUARE COLUMN
 CR0253'OF THE COUNTY COURTHOUSE BUILDING.  21 FEET E OF CENTER OF N ENTRANCE.
 CR0253'16 FEET W OF NE COPNER.  15 INCHES ABOVE THE LEVEL OF THE SIDEWALK.
 CR0253
 CR0253                          STATION RECOVERY (1944)
 CR0253
 CR0253'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 CR0253'MARK NOT FOUND.
 CR0253
 CR0253                          STATION RECOVERY (2004)
 CR0253
 CR0253'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CR0253'NOTE - COURTHOUSE REBUILT IN 1936
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0337 ***********************************************************************
 CR0337  DESIGNATION -  T 278
 CR0337  PID         -  CR0337
 CR0337  STATE/COUNTY-  TX/UPSHUR
 CR0337  USGS QUAD   -  BIG SANDY (1981)
 CR0337
 CR0337                         *CURRENT SURVEY CONTROL
 CR0337  ___________________________________________________________________
 CR0337* NAD 83(1986)-  32 34 41.     (N)    095 04 56.     (W)     SCALED    
 CR0337* NAVD 88     -        94.032  (meters)     308.50   (feet)  ADJUSTED  
 CR0337  ___________________________________________________________________
 CR0337  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR0337  DYNAMIC HT  -          93.924 (meters)     308.15  (feet)  COMP
 CR0337  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CR0337
 CR0337  VERT ORDER  -  SECOND    CLASS 0
 CR0337
 CR0337.The horizontal coordinates were scaled from a topographic map and have
 CR0337.an estimated accuracy of +/- 6 seconds.
 CR0337
 CR0337.The orthometric height was determined by differential leveling
 CR0337.and adjusted by the National Geodetic Survey in June 1991..
 CR0337
 CR0337.The geoid height was determined by GEOID03.
 CR0337
 CR0337.The dynamic height is computed by dividing the NAVD 88
 CR0337.geopotential number by the normal gravity value computed on the
 CR0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0337.degrees latitude (g = 980.6199 gals.).
 CR0337
 CR0337.The modeled gravity was interpolated from observed gravity values.
 CR0337
 CR0337;                    North         East    Units  Estimated Accuracy
 CR0337;SPC TXNC     - 2,106,280.      920,830.      MT  (+/- 180 meters Scaled)
 CR0337
 CR0337                          SUPERSEDED SURVEY CONTROL
 CR0337
 CR0337  NGVD 29 (??/??/92)   94.06   (m)          308.6    (f) COMPUTED    2 0
 CR0337
 CR0337.Superseded values are not recommended for survey control.
 CR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0337.See file dsdata.txt to determine how the superseded data were derived.
 CR0337
 CR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS045064(NAD 83)
 CR0337_MARKER: DB = BENCH MARK DISK
 CR0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0337_SP_SET: ABUTMENT
 CR0337_STAMPING: T 278 1934
 CR0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0337
 CR0337  HISTORY     - Date     Condition        Report By
 CR0337  HISTORY     - 1934     MONUMENTED       CGS
 CR0337  HISTORY     - 1946     MARK NOT FOUND   LOCENG
 CR0337
 CR0337                          STATION DESCRIPTION
 CR0337
 CR0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0337'1.5 MI SE FROM BIG SANDY.
 CR0337'1.5 MI SE OF AND ALONG THE T P R R 0.3 MILE NW OF MILE POST 111.  ON
 CR0337'THE NW END OF RAILROAD TRESTLE 111.3.  DISK SET IN HORIZONTALLY IN
 CR0337'CONCRETE ABUTMENT.  11 FEET NE OF CENTER OF TRACK.
 CR0337
 CR0337                          STATION RECOVERY (1946)
 CR0337
 CR0337'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946
 CR0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0338 ***********************************************************************
 CR0338  DESIGNATION -  T 278 RESET 1946
 CR0338  PID         -  CR0338
 CR0338  STATE/COUNTY-  TX/UPSHUR
 CR0338  USGS QUAD   -  BIG SANDY (1981)
 CR0338
 CR0338                         *CURRENT SURVEY CONTROL
 CR0338  ___________________________________________________________________
 CR0338* NAD 83(1986)-  32 34 40.     (N)    095 04 52.     (W)     SCALED    
 CR0338* NAVD 88     -        94.57   (meters)     310.3    (feet)  RESET     
 CR0338  ___________________________________________________________________
 CR0338  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR0338
 CR0338  VERT ORDER  -  THIRD
 CR0338
 CR0338.The horizontal coordinates were scaled from a topographic map and have
 CR0338.an estimated accuracy of +/- 6 seconds.
 CR0338
 CR0338.The orthometric height was computed from unverified reset data.
 CR0338
 CR0338.The geoid height was determined by GEOID03.
 CR0338
 CR0338;                    North         East    Units  Estimated Accuracy
 CR0338;SPC TXNC     - 2,106,260.      920,930.      MT  (+/- 180 meters Scaled)
 CR0338
 CR0338                          SUPERSEDED SURVEY CONTROL
 CR0338
 CR0338.No superseded survey control is available for this station.
 CR0338
 CR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS046063(NAD 83)
 CR0338_MARKER: DB = BENCH MARK DISK
 CR0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0338_SP_SET: ABUTMENT
 CR0338_STAMPING: T 278 RESET 1946
 CR0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0338
 CR0338  HISTORY     - Date     Condition        Report By
 CR0338  HISTORY     - 1946     MONUMENTED       LOCENG
 CR0338  HISTORY     - 1970     GOOD             LOCENG
 CR0338  HISTORY     - 20040606 GOOD             USPSQD
 CR0338
 CR0338                          STATION DESCRIPTION
 CR0338
 CR0338'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946
 CR0338'1.5 MI SE FROM BIG SANDY.
 CR0338'ABOUT 1.5 MILES SOUTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM BIG
 CR0338'SANDY, UPSHUR COUNTY, ABOUT 0.3 MILE NORTHWEST OF MILEPOST 111, AT
 CR0338'BRIDGE 111.3, IN THE TOP OF THE BACK WALL OF THE SOUTHEAST ABUTMENT,
 CR0338'AND 11 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 CR0338'STAMPED T 278 RESET 1946.  NOTE-- USE WITH CAUTION.
 CR0338
 CR0338                          STATION RECOVERY (1970)
 CR0338
 CR0338'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 CR0338'RECOVERED IN GOOD CONDITION.
 CR0338
 CR0338                          STATION RECOVERY (2004)
 CR0338
 CR0338'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0445 ***********************************************************************
 DO0445  DESIGNATION -  T 280
 DO0445  PID         -  DO0445
 DO0445  STATE/COUNTY-  TX/THROCKMORTON
 DO0445  USGS QUAD   -  TONK CREEK (1981)
 DO0445
 DO0445                         *CURRENT SURVEY CONTROL
 DO0445  ___________________________________________________________________
 DO0445* NAD 83(1986)-  33 10 54.     (N)    099 21 44.     (W)     SCALED    
 DO0445* NAVD 88     -       501.777  (meters)    1646.25   (feet)  ADJUSTED  
 DO0445  ___________________________________________________________________
 DO0445  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DO0445  DYNAMIC HT  -         501.159 (meters)    1644.22  (feet)  COMP
 DO0445  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 DO0445
 DO0445  VERT ORDER  -  SECOND    CLASS 0
 DO0445
 DO0445.The horizontal coordinates were scaled from a topographic map and have
 DO0445.an estimated accuracy of +/- 6 seconds.
 DO0445
 DO0445.The orthometric height was determined by differential leveling
 DO0445.and adjusted by the National Geodetic Survey in June 1991..
 DO0445
 DO0445.The geoid height was determined by GEOID03.
 DO0445
 DO0445.The dynamic height is computed by dividing the NAVD 88
 DO0445.geopotential number by the normal gravity value computed on the
 DO0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0445.degrees latitude (g = 980.6199 gals.).
 DO0445
 DO0445.The modeled gravity was interpolated from observed gravity values.
 DO0445
 DO0445;                    North         East    Units  Estimated Accuracy
 DO0445;SPC TXNC     - 2,168,330.      519,600.      MT  (+/- 180 meters Scaled)
 DO0445
 DO0445                          SUPERSEDED SURVEY CONTROL
 DO0445
 DO0445  NGVD 29 (??/??/92)  501.626  (m)         1645.75   (f) ADJ UNCH    2 0
 DO0445
 DO0445.Superseded values are not recommended for survey control.
 DO0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0445.See file dsdata.txt to determine how the superseded data were derived.
 DO0445
 DO0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB662714(NAD 83)
 DO0445_MARKER: DB = BENCH MARK DISK
 DO0445_SETTING: 66 = SET IN ROCK OUTCROP
 DO0445_SP_SET: OUTCROP
 DO0445_STAMPING: T 280 1934
 DO0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0445+STABILITY: POSITION/ELEVATION WELL
 DO0445
 DO0445  HISTORY     - Date     Condition        Report By
 DO0445  HISTORY     - 1934     MONUMENTED       CGS
 DO0445  HISTORY     - 1965     GOOD             USGS
 DO0445
 DO0445                          STATION DESCRIPTION
 DO0445
 DO0445'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0445'11.08 MI W FROM THROCKMORTON.
 DO0445'11.08 MILES WEST ALONG STATE HWY NO. 24 FROM THE JUNCTION OF U.S. HWY
 DO0445'NO.283 AND STATE HWY NO. 24 IN THROCKMORTON, TEXAS. 114 NORTH OF
 DO0445'CENTER LINE OF HIGHWAY, 228 FEET NORTHEAST OF A SMALL CONCRETE
 DO0445'CULVERT, 62 FEET NORTH OF R.O.W. FENCE A STANDARD DISK STAMPED T-280
 DO0445'1934 SET IN A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0297 ***********************************************************************
 CA0297  DESIGNATION -  T 281
 CA0297  PID         -  CA0297
 CA0297  STATE/COUNTY-  TX/BROWN
 CA0297  USGS QUAD   -  BLANKET (1978)
 CA0297
 CA0297                         *CURRENT SURVEY CONTROL
 CA0297  ___________________________________________________________________
 CA0297* NAD 83(1986)-  31 47 30.     (N)    098 51 47.     (W)     SCALED    
 CA0297* NAVD 88     -       488.107  (meters)    1601.40   (feet)  ADJUSTED  
 CA0297  ___________________________________________________________________
 CA0297  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CA0297  DYNAMIC HT  -         487.469 (meters)    1599.30  (feet)  COMP
 CA0297  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 CA0297
 CA0297  VERT ORDER  -  SECOND    CLASS 0
 CA0297
 CA0297.The horizontal coordinates were scaled from a topographic map and have
 CA0297.an estimated accuracy of +/- 6 seconds.
 CA0297
 CA0297.The orthometric height was determined by differential leveling
 CA0297.and adjusted by the National Geodetic Survey in June 1991..
 CA0297
 CA0297.The geoid height was determined by GEOID03.
 CA0297
 CA0297.The dynamic height is computed by dividing the NAVD 88
 CA0297.geopotential number by the normal gravity value computed on the
 CA0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0297.degrees latitude (g = 980.6199 gals.).
 CA0297
 CA0297.The modeled gravity was interpolated from observed gravity values.
 CA0297
 CA0297;                    North         East    Units  Estimated Accuracy
 CA0297;SPC TX C     - 3,236,500.      839,240.      MT  (+/- 180 meters Scaled)
 CA0297
 CA0297                          SUPERSEDED SURVEY CONTROL
 CA0297
 CA0297  NGVD 29 (??/??/92)  488.007  (m)         1601.07   (f) ADJ UNCH    2 0
 CA0297
 CA0297.Superseded values are not recommended for survey control.
 CA0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0297.See file dsdata.txt to determine how the superseded data were derived.
 CA0297
 CA0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA129173(NAD 83)
 CA0297_MARKER: DB = BENCH MARK DISK
 CA0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0297_STAMPING: T 281 1934
 CA0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0297+STABILITY: SURFACE MOTION
 CA0297
 CA0297  HISTORY     - Date     Condition        Report By
 CA0297  HISTORY     - 1934     MONUMENTED       CGS
 CA0297  HISTORY     - 1967     MARK NOT FOUND   NGS
 CA0297
 CA0297                          STATION DESCRIPTION
 CA0297
 CA0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CA0297'6.0 MI SW FROM BLANKET.
 CA0297'ABOUT 6.0 MILES SOUTHWEST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CA0297'FROM THE STATION AT BLANKET, BROWN COUNTY, ABOUT 0.1 MILE EAST OF
 CA0297'MILEPOST 866, AT A COUNTY ROAD CROSSING, 62 FEET WEST OF THE CENTER
 CA0297'LINE OF THE ROAD, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 5
 CA0297'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 281
 CA0297'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE COUNTY ROAD
 CA0297'CROSSING HAS BEEN WIDENED AND CONSIDERABLE BLADING WITH A CATERPILLAR
 CA0297'TRACTOR TO CLEAR A FIRE BREAK HAS BEEN DONE AT THE SITE. IT IS
 CA0297'BELIEVED THE MARK IS COVERED WITH DIRT OR HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0112 ***********************************************************************
 CT0112  DESIGNATION -  T 282
 CT0112  PID         -  CT0112
 CT0112  STATE/COUNTY-  TX/ERATH
 CT0112  USGS QUAD   -  DUBLIN (1965)
 CT0112
 CT0112                         *CURRENT SURVEY CONTROL
 CT0112  ___________________________________________________________________
 CT0112* NAD 83(1986)-  32 06 31.     (N)    098 16 40.     (W)     SCALED    
 CT0112* NAVD 88     -       398.418  (meters)    1307.14   (feet)  ADJUSTED  
 CT0112  ___________________________________________________________________
 CT0112  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CT0112  DYNAMIC HT  -         397.909 (meters)    1305.47  (feet)  COMP
 CT0112  MODELED GRAV-     979,350.5   (mgal)                       NAVD 88
 CT0112
 CT0112  VERT ORDER  -  SECOND    CLASS 0
 CT0112
 CT0112.The horizontal coordinates were scaled from a topographic map and have
 CT0112.an estimated accuracy of +/- 6 seconds.
 CT0112
 CT0112.The orthometric height was determined by differential leveling
 CT0112.and adjusted by the National Geodetic Survey in June 1991..
 CT0112
 CT0112.The geoid height was determined by GEOID03.
 CT0112
 CT0112.The dynamic height is computed by dividing the NAVD 88
 CT0112.geopotential number by the normal gravity value computed on the
 CT0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0112.degrees latitude (g = 980.6199 gals.).
 CT0112
 CT0112.The modeled gravity was interpolated from observed gravity values.
 CT0112
 CT0112;                    North         East    Units  Estimated Accuracy
 CT0112;SPC TXNC     - 2,049,030.      620,970.      MT  (+/- 180 meters Scaled)
 CT0112
 CT0112                          SUPERSEDED SURVEY CONTROL
 CT0112
 CT0112  NGVD 29 (??/??/92)  398.330  (m)         1306.85   (f) ADJ UNCH    2 0
 CT0112
 CT0112.Superseded values are not recommended for survey control.
 CT0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0112.See file dsdata.txt to determine how the superseded data were derived.
 CT0112
 CT0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA681527(NAD 83)
 CT0112_MARKER: DB = BENCH MARK DISK
 CT0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0112_STAMPING: T 282 1934
 CT0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0112+STABILITY: SURFACE MOTION
 CT0112
 CT0112  HISTORY     - Date     Condition        Report By
 CT0112  HISTORY     - 1934     MONUMENTED       CGS
 CT0112  HISTORY     - 1966     GOOD             NGS
 CT0112  HISTORY     - 19950408 POOR             USPSQD
 CT0112  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0112
 CT0112                          STATION DESCRIPTION
 CT0112
 CT0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0112'4.4 MI E FROM DUBLIN.
 CT0112'ABOUT 4.4 MILES EAST ALONG THE A.T. AND SANTA FE RAILWAY FROM THE
 CT0112'STATION IN DUBLIN.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 377 AND
 CT0112'F. M. HIGHWAY 847 IN DUBLIN, GO EAST ALONG F.M. HIGHWAY 847 FOR 4.2
 CT0112'MILES TO A CROSSROAD AT TOP OF HILL, TURN RIGHT, SOUTH, GO 0.4 MILE TO
 CT0112'A RAILROAD OVERPASS AND SITE OF BENCH MARK, ABOUT 80 YARDS WEST OF THE
 CT0112'OVERPASS, 62 FEET SOUTH OF THE CENTER OF RAILROAD TRACKS, AND 3 FEET
 CT0112'NORTH OF THE RIGHT-OF-WAY FENCE.  A C AND GS DISK SET IN A 10 X 10 IN.
 CT0112'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF
 CT0112'GROUND.
 CT0112
 CT0112                          STATION RECOVERY (1995)
 CT0112
 CT0112'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0112'MARK RECOVERED IN POOR CONDITION.
 CT0112
 CT0112                          STATION RECOVERY (1999)
 CT0112
 CT0112'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2173 ***********************************************************************
 CS2173  DESIGNATION -  T 283
 CS2173  PID         -  CS2173
 CS2173  STATE/COUNTY-  TX/HOOD
 CS2173  USGS QUAD   -  GRANBURY (1979)
 CS2173
 CS2173                         *CURRENT SURVEY CONTROL
 CS2173  ___________________________________________________________________
 CS2173* NAD 83(1986)-  32 26 56.     (N)    097 48 43.     (W)     SCALED    
 CS2173* NAVD 88     -       229.894  (meters)     754.24   (feet)  ADJUSTED  
 CS2173  ___________________________________________________________________
 CS2173  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CS2173  DYNAMIC HT  -         229.615 (meters)     753.33  (feet)  COMP
 CS2173  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 CS2173
 CS2173  VERT ORDER  -  SECOND    CLASS 0
 CS2173
 CS2173.The horizontal coordinates were scaled from a topographic map and have
 CS2173.an estimated accuracy of +/- 6 seconds.
 CS2173
 CS2173.The orthometric height was determined by differential leveling
 CS2173.and adjusted by the National Geodetic Survey in June 1991..
 CS2173
 CS2173.The geoid height was determined by GEOID03.
 CS2173
 CS2173.The dynamic height is computed by dividing the NAVD 88
 CS2173.geopotential number by the normal gravity value computed on the
 CS2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2173.degrees latitude (g = 980.6199 gals.).
 CS2173
 CS2173.The modeled gravity was interpolated from observed gravity values.
 CS2173
 CS2173;                    North         East    Units  Estimated Accuracy
 CS2173;SPC TXNC     - 2,086,950.      664,690.      MT  (+/- 180 meters Scaled)
 CS2173
 CS2173                          SUPERSEDED SURVEY CONTROL
 CS2173
 CS2173  NGVD 29 (??/??/92)  229.864  (m)          754.15   (f) ADJ UNCH    2 0
 CS2173
 CS2173.Superseded values are not recommended for survey control.
 CS2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2173.See file dsdata.txt to determine how the superseded data were derived.
 CS2173
 CS2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA116908(NAD 83)
 CS2173_MARKER: DB = BENCH MARK DISK
 CS2173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2173_SP_SET: MONUMENT
 CS2173_STAMPING: T 283 1934 754.145
 CS2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2173
 CS2173  HISTORY     - Date     Condition        Report By
 CS2173  HISTORY     - 1934     MONUMENTED       CGS
 CS2173  HISTORY     - 1954     GOOD             NGS
 CS2173
 CS2173                          STATION DESCRIPTION
 CS2173
 CS2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CS2173'1.5 MI W FROM GRANBURY.
 CS2173'1.5 MILES WEST ALONG THE A.T. AND S.F.R.R. FROM THE STATION AT
 CS2173'GRANBURY HOOD COUNTY, 29 YARDS WEST OF THE TELEGRAPH POLE DIRECTLY
 CS2173'OPPOSITE OR SOUTH OF MILEPOST 38, 6 FEET NORTH OF THE SOUTH
 CS2173'RIGHT-OF-WAY FENCE, 43 FEET SOUTH OF THE CENTERLINE OF THE TRACKS AND
 CS2173'6 FEET NORTH OF AN INVERTED SLAB OF CONCRETE IN THE FENCE LINE WHICH
 CS2173'PROJECTS ABOUT 1 FOOT.  IT IS A STANDARD DISK SET IN THE TOP OF A
 CS2173'CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  THIS MARK WAS
 CS2173'COVERED WITH DIRT AND WAS UNCOVERED LEAVING IT IN A DEPRESSION
 CS2173'SURROUNDING THE MARK.  IT IS REACHED FROM GRANBURY BY GOING WEST ON
 CS2173'THE HIGHWAY ABOUT 1.5 MILES.  THEN NORTH THROUGH A FARM YARD AND ALONG
 CS2173'A FIELD ROAD ABOUT 1/2 MILE TO THE TRACKS, THEN EAST ABOUT 0.1 MILE TO
 CS2173'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0014 ***********************************************************************
 CA0014  DESIGNATION -  T 284
 CA0014  PID         -  CA0014
 CA0014  STATE/COUNTY-  TX/COMANCHE
 CA0014  USGS QUAD   -  LAMKIN (1976)
 CA0014
 CA0014                         *CURRENT SURVEY CONTROL
 CA0014  ___________________________________________________________________
 CA0014* NAD 83(1986)-  31 45 08.     (N)    098 19 59.     (W)     SCALED    
 CA0014* NAVD 88     -       399.188  (meters)    1309.67   (feet)  ADJUSTED  
 CA0014  ___________________________________________________________________
 CA0014  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CA0014  DYNAMIC HT  -         398.673 (meters)    1307.98  (feet)  COMP
 CA0014  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 CA0014
 CA0014  VERT ORDER  -  SECOND    CLASS 0
 CA0014
 CA0014.The horizontal coordinates were scaled from a topographic map and have
 CA0014.an estimated accuracy of +/- 6 seconds.
 CA0014
 CA0014.The orthometric height was determined by differential leveling
 CA0014.and adjusted by the National Geodetic Survey in June 1991..
 CA0014
 CA0014.The geoid height was determined by GEOID03.
 CA0014
 CA0014.The dynamic height is computed by dividing the NAVD 88
 CA0014.geopotential number by the normal gravity value computed on the
 CA0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0014.degrees latitude (g = 980.6199 gals.).
 CA0014
 CA0014.The modeled gravity was interpolated from observed gravity values.
 CA0014
 CA0014;                    North         East    Units  Estimated Accuracy
 CA0014;SPC TX C     - 3,232,910.      889,500.      MT  (+/- 180 meters Scaled)
 CA0014
 CA0014                          SUPERSEDED SURVEY CONTROL
 CA0014
 CA0014  NGVD 29 (??/??/92)  399.108  (m)         1309.41   (f) ADJ UNCH    2 0
 CA0014
 CA0014.Superseded values are not recommended for survey control.
 CA0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0014.See file dsdata.txt to determine how the superseded data were derived.
 CA0014
 CA0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA631131(NAD 83)
 CA0014_MARKER: DB = BENCH MARK DISK
 CA0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0014_STAMPING: T-284 1934
 CA0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0014+STABILITY: SURFACE MOTION
 CA0014
 CA0014  HISTORY     - Date     Condition        Report By
 CA0014  HISTORY     - 1934     MONUMENTED       CGS
 CA0014  HISTORY     - 1955     GOOD             USGS
 CA0014
 CA0014                          STATION DESCRIPTION
 CA0014
 CA0014'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0014'13.7 MI W FROM HAMILTON.
 CA0014'HAMILTON COURTHOUSE, 0.4 MI. W. FROM ALONG STATE HWY. 36 TO JCT. WITH
 CA0014'STATE FARM ROAD 218, THENCE 4.7 MI. ALONG STATE FARM ROAD 218 TO JCT.
 CA0014'WITH RD. NW., THENCE 8.6 MI. ALONG RD. NW., ABOUT 0.3 MI. W. OF
 CA0014'COMANCHE-HAMILTON COUNTY LINE.  16 FT. E. OF THE CENTERLINE OF A T-RD.
 CA0014'N.  50 FT. N. OF CENTER LINE OF RD. NW., AT THE RIGHT-OF-WAY FENCE
 CA0014'CORNER.  IN CONCRETE POST, A STANDARD DISK STAMPED T-284 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0139 ***********************************************************************
 CA0139  DESIGNATION -  T 285
 CA0139  PID         -  CA0139
 CA0139  STATE/COUNTY-  TX/LAMPASAS
 CA0139  USGS QUAD   -  FLAT TOP PEAK (1979)
 CA0139
 CA0139                         *CURRENT SURVEY CONTROL
 CA0139  ___________________________________________________________________
 CA0139* NAD 83(1986)-  31 11 06.     (N)    098 10 19.     (W)     SCALED    
 CA0139* NAVD 88     -       368.024  (meters)    1207.43   (feet)  ADJUSTED  
 CA0139  ___________________________________________________________________
 CA0139  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CA0139  DYNAMIC HT  -         367.534 (meters)    1205.82  (feet)  COMP
 CA0139  MODELED GRAV-     979,298.2   (mgal)                       NAVD 88
 CA0139
 CA0139  VERT ORDER  -  SECOND    CLASS 0
 CA0139
 CA0139.The horizontal coordinates were scaled from a topographic map and have
 CA0139.an estimated accuracy of +/- 6 seconds.
 CA0139
 CA0139.The orthometric height was determined by differential leveling
 CA0139.and adjusted by the National Geodetic Survey in June 1991..
 CA0139
 CA0139.The geoid height was determined by GEOID03.
 CA0139
 CA0139.The dynamic height is computed by dividing the NAVD 88
 CA0139.geopotential number by the normal gravity value computed on the
 CA0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0139.degrees latitude (g = 980.6199 gals.).
 CA0139
 CA0139.The modeled gravity was interpolated from observed gravity values.
 CA0139
 CA0139;                    North         East    Units  Estimated Accuracy
 CA0139;SPC TX C     - 3,170,320.      905,990.      MT  (+/- 180 meters Scaled)
 CA0139
 CA0139                          SUPERSEDED SURVEY CONTROL
 CA0139
 CA0139  NGVD 29 (??/??/92)  367.925  (m)         1207.10   (f) ADJ UNCH    2 0
 CA0139
 CA0139.Superseded values are not recommended for survey control.
 CA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0139.See file dsdata.txt to determine how the superseded data were derived.
 CA0139
 CA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV788504(NAD 83)
 CA0139_MARKER: DB = BENCH MARK DISK
 CA0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0139_STAMPING: T 285 1934
 CA0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0139+STABILITY: SURFACE MOTION
 CA0139
 CA0139  HISTORY     - Date     Condition        Report By
 CA0139  HISTORY     - 1934     MONUMENTED       CGS
 CA0139  HISTORY     - 1962     GOOD             NGS
 CA0139  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0139
 CA0139                          STATION DESCRIPTION
 CA0139
 CA0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CA0139'8.6 MI N FROM LAMPASAS.
 CA0139'ABOUT 8.8 MILES NORTH ALONG U.S. HIGHWAY 281 FROM LAMPASAS, LAMPASAS
 CA0139'COUNTY, ABOUT 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, OPPOSITE
 CA0139'A POLE PAINTED WHITE, AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE. A
 CA0139'STANDARD DISK, STAMPED T 285 1934 AND SET IN THE TOP OF A CONCRETE
 CA0139'POST.  NOTE-- THE POLE PAINTED WHITE HAS BEEN REPLACED.  THE MARK IS
 CA0139'IN PASTURE.  IT IS A 10 X 10 IN. CONCRETE POST WHICH PROJECTS ABOUT 4
 CA0139'INCHES ABOVE GROUND.  THE BENCH MARK MAY BE REACHED BY GOING SOUTH
 CA0139'ALONG U.S. HIGHWAY 281 FOR 8.0 MILES FROM THE POST OFFICE IN
 CA0139'ADAMSVILLE.
 CA0139
 CA0139                          STATION RECOVERY (2002)
 CA0139
 CA0139'RECOVERY NOTE BY US POWER SQUADRON 2002 (HY)
 CA0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0140 ***********************************************************************
 CA0140  DESIGNATION -  T 285 RESET 1968
 CA0140  PID         -  CA0140
 CA0140  STATE/COUNTY-  TX/LAMPASAS
 CA0140  USGS QUAD   -  FLAT TOP PEAK (1979)
 CA0140
 CA0140                         *CURRENT SURVEY CONTROL
 CA0140  ___________________________________________________________________
 CA0140* NAD 83(1986)-  31 11 06.     (N)    098 10 19.     (W)     SCALED    
 CA0140* NAVD 88     -       367.46   (meters)    1205.6    (feet)  RESET     
 CA0140  ___________________________________________________________________
 CA0140  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CA0140
 CA0140  VERT ORDER  -  THIRD
 CA0140
 CA0140.The horizontal coordinates were scaled from a topographic map and have
 CA0140.an estimated accuracy of +/- 6 seconds.
 CA0140
 CA0140.The orthometric height was computed from unverified reset data.
 CA0140
 CA0140.The geoid height was determined by GEOID03.
 CA0140
 CA0140;                    North         East    Units  Estimated Accuracy
 CA0140;SPC TX C     - 3,170,320.      905,990.      MT  (+/- 180 meters Scaled)
 CA0140
 CA0140                          SUPERSEDED SURVEY CONTROL
 CA0140
 CA0140.No superseded survey control is available for this station.
 CA0140
 CA0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV788504(NAD 83)
 CA0140_MARKER: DB = BENCH MARK DISK
 CA0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0140_STAMPING: T 285 RESET 1968
 CA0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0140+STABILITY: SURFACE MOTION
 CA0140
 CA0140  HISTORY     - Date     Condition        Report By
 CA0140  HISTORY     - 1968     MONUMENTED       TXHD
 CA0140  HISTORY     - 1969     GOOD             NGS
 CA0140  HISTORY     - 20020420 GOOD             USPSQD
 CA0140
 CA0140                          STATION DESCRIPTION
 CA0140
 CA0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CA0140'8.8 MI N FROM LAMPASAS.
 CA0140'7.15 MILES NORTH ALONG U.S. HIGHWAY 281 FROM ITS JUNCTION WITH U.S.
 CA0140'HIGHWAY 283 AND 190 AT THE NORTH EDGE OF LAMPASAS.  75 FEET EAST OF
 CA0140'THE CENTERLINE OF THE HIGHWAY, 5 FEET EAST OF A FENCE, 1 FOOT NORTH OF
 CA0140'A METAL WITNESS POST AND AT HIGHWAY STATION NO. 583+00.
 CA0140
 CA0140                          STATION RECOVERY (2002)
 CA0140
 CA0140'RECOVERY NOTE BY US POWER SQUADRON 2002 (HY)
 CA0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0164 ***********************************************************************
 CS0164  DESIGNATION -  T 288 RESET 1952
 CS0164  PID         -  CS0164
 CS0164  STATE/COUNTY-  TX/KAUFMAN
 CS0164  USGS QUAD   -  WILLS POINT (1981)
 CS0164
 CS0164                         *CURRENT SURVEY CONTROL
 CS0164  ___________________________________________________________________
 CS0164* NAD 83(1986)-  32 42 56.     (N)    096 06 56.     (W)     SCALED    
 CS0164* NAVD 88     -       160.201  (meters)     525.59   (feet)  ADJUSTED  
 CS0164  ___________________________________________________________________
 CS0164  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0164  DYNAMIC HT  -         160.022 (meters)     525.01  (feet)  COMP
 CS0164  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CS0164
 CS0164  VERT ORDER  -  SECOND    CLASS 0
 CS0164
 CS0164.The horizontal coordinates were scaled from a topographic map and have
 CS0164.an estimated accuracy of +/- 6 seconds.
 CS0164
 CS0164.The orthometric height was determined by differential leveling
 CS0164.and adjusted by the National Geodetic Survey in June 1991..
 CS0164
 CS0164.The geoid height was determined by GEOID03.
 CS0164
 CS0164.The dynamic height is computed by dividing the NAVD 88
 CS0164.geopotential number by the normal gravity value computed on the
 CS0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0164.degrees latitude (g = 980.6199 gals.).
 CS0164
 CS0164.The modeled gravity was interpolated from observed gravity values.
 CS0164
 CS0164;                    North         East    Units  Estimated Accuracy
 CS0164;SPC TXNC     - 2,118,850.      823,500.      MT  (+/- 180 meters Scaled)
 CS0164
 CS0164                          SUPERSEDED SURVEY CONTROL
 CS0164
 CS0164  NGVD 29 (??/??/92)  160.206  (m)          525.61   (f) ADJ UNCH    2 0
 CS0164
 CS0164.Superseded values are not recommended for survey control.
 CS0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0164.See file dsdata.txt to determine how the superseded data were derived.
 CS0164
 CS0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB703234(NAD 83)
 CS0164_MARKER: DB = BENCH MARK DISK
 CS0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0164_STAMPING: T 288 1934 RESET 1952
 CS0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0164+STABILITY: SURFACE MOTION
 CS0164
 CS0164  HISTORY     - Date     Condition        Report By
 CS0164  HISTORY     - 1952     MONUMENTED       CGS
 CS0164  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0164  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0164
 CS0164                          STATION DESCRIPTION
 CS0164
 CS0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0164'6.0 MI W FROM WILLS POINT.
 CS0164'6.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0164'AT WILLS POINT, 5.8 FEET WEST OF MILEPOST 173, 46.5 FEET NORTH OF THE
 CS0164'CENTER LINE OF U.S. HIGHWAY 80, 34.9 FEET SOUTH OF THE SOUTH RAIL, 3
 CS0164'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CS0164'IS FLUSH WITH THE GROUND.
 CS0164
 CS0164                          STATION RECOVERY (1988)
 CS0164
 CS0164'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0164'MARK NOT FOUND.
 CS0164
 CS0164                          STATION RECOVERY (1991)
 CS0164
 CS0164'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1801 ***********************************************************************
 CS1801  DESIGNATION -  T 289
 CS1801  PID         -  CS1801
 CS1801  STATE/COUNTY-  TX/TARRANT
 CS1801  USGS QUAD   -  BURLESON (1981)
 CS1801
 CS1801                         *CURRENT SURVEY CONTROL
 CS1801  ___________________________________________________________________
 CS1801* NAD 83(1993)-  32 34 18.37697(N)    097 19 26.75828(W)     ADJUSTED  
 CS1801* NAVD 88     -       221.701  (meters)     727.36   (feet)  ADJUSTED  
 CS1801  ___________________________________________________________________
 CS1801  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CS1801  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS1801  DYNAMIC HT  -         221.436 (meters)     726.49  (feet)  COMP
 CS1801  MODELED GRAV-     979,440.1   (mgal)                       NAVD 88
 CS1801
 CS1801  HORZ ORDER  -  THIRD
 CS1801  VERT ORDER  -  FIRST     CLASS II
 CS1801
 CS1801.The horizontal coordinates were established by classical geodetic methods
 CS1801.and adjusted by the National Geodetic Survey in February 1996..
 CS1801.No horizontal observational check was made to the station.
 CS1801
 CS1801.The orthometric height was determined by differential leveling
 CS1801.and adjusted by the National Geodetic Survey in June 1991..
 CS1801.WARNING-Repeat measurements at this control monument indicate possible
 CS1801.vertical movement.
 CS1801
 CS1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1801
 CS1801.The geoid height was determined by GEOID03.
 CS1801
 CS1801.The dynamic height is computed by dividing the NAVD 88
 CS1801.geopotential number by the normal gravity value computed on the
 CS1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1801.degrees latitude (g = 980.6199 gals.).
 CS1801
 CS1801.The modeled gravity was interpolated from observed gravity values.
 CS1801
 CS1801;                    North         East     Units Scale Factor Converg.
 CS1801;SPC TXNC     - 2,100,985.413   710,406.940   MT  0.99990746   +0 38 28.8
 CS1801;SPC TXNC     - 6,892,982.98  2,330,726.77   sFT  0.99990746   +0 38 28.8
 CS1801;UTM  14      - 3,605,053.949   657,317.044   MT  0.99990518   +0 54 08.7
 CS1801
 CS1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1801!SPC TXNC     -   0.99996953  x   0.99990746  =   0.99987699
 CS1801!UTM  14      -   0.99996953  x   0.99990518  =   0.99987471
 CS1801
 CS1801:                Primary Azimuth Mark                     Grid Az
 CS1801:SPC TXNC     -  BURLESON                                 083 50 54.1
 CS1801:UTM  14      -  BURLESON                                 083 35 14.2
 CS1801
 CS1801|---------------------------------------------------------------------|
 CS1801| PID    Reference Object                     Distance      Geod. Az  |
 CS1801|                                                           dddmmss.s |
 CS1801| CS2969 BURLESON                            APPROX. 0.6 KM 0842922.9 |
 CS1801|---------------------------------------------------------------------|
 CS1801
 CS1801                          SUPERSEDED SURVEY CONTROL
 CS1801
 CS1801  NAD 83(1986)-  32 34 18.38113(N)    097 19 26.73973(W) AD(       ) 3
 CS1801  NAD 27      -  32 34 17.89116(N)    097 19 25.68289(W) AD(       ) 3
 CS1801  NGVD 29 (??/??/92)  221.597  (m)          727.02   (f) ADJ UNCH    1 2
 CS1801
 CS1801.Superseded values are not recommended for survey control.
 CS1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1801.See file dsdata.txt to determine how the superseded data were derived.
 CS1801
 CS1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5731705054(NAD 83)
 CS1801_MARKER: DV = VERTICAL CONTROL DISK
 CS1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1801_SP_SET: CONCRETE POST
 CS1801_STAMPING: T 289 1934
 CS1801_MARK LOGO: CGS   
 CS1801_PROJECTION: PROJECTING 15 CENTIMETERS
 CS1801_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1801+STABILITY: SURFACE MOTION
 CS1801
 CS1801  HISTORY     - Date     Condition        Report By
 CS1801  HISTORY     - 1972     MONUMENTED       NGS
 CS1801  HISTORY     - 1964     GOOD             NGS
 CS1801  HISTORY     - 1983     GOOD             NGS
 CS1801  HISTORY     - 19860423 GOOD             NGS
 CS1801  HISTORY     - 1990     GOOD             USPSQD
 CS1801  HISTORY     - 19960301 MARK NOT FOUND   USPSQD
 CS1801  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1801
 CS1801                          STATION DESCRIPTION
 CS1801
 CS1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CS1801'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF FORT WORTH, 3
 CS1801'MILES EAST OF CROWLEY, 2 MILES NORTH OF BURLESON AND ON THE EAST
 CS1801'RIGHT-OF-WAY OF U.S. HWY. 81 (I.S. 35W).
 CS1801'
 CS1801'TO REACH STA BURLESON 2 FROM THE INTERSECTION OF U.S. HWY. 81 (I.S.
 CS1801'35W) AND STATE HWY. 174, WHICH IS LOCATED ON THE EAST EDGE OF
 CS1801'BURLESON, GO NORTH ON U.S. HWY. 81 (I.S. 35W) FOR 1.6 MILES TO
 CS1801'THE FORT WORTH CITY LIMITS.  CONTINUE NORTH ON U.S. HWY 81 FOR
 CS1801'0.6 MILE TO THE TOP OF A SMALL RISE, JUNCTION OF MCALLISTER ROAD
 CS1801'ON THE LEFT AND THE STATION ON THE RIGHT, SOUTH OF DRIVE-WAY
 CS1801'LEADING TO VACANT BUILDINGS.
 CS1801'
 CS1801'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, SET IN THE TOP OF
 CS1801'A SQUARE CONCRETE POST, THAT PROJECTS 8-INCHES AND IS STAMPED
 CS1801'T 289 1934.  IT IS 44 FEET EAST OF THE EAST RAIL OF RAIL-ROAD
 CS1801'TRACKS, 25 FEET SOUTH OF THE CENTER OF MCALLISTER ROAD, 9 FEET
 CS1801'EAST OF A TELEPHONE POLE, 4 FEET SOUTH OF A WARNING SIGN POST
 CS1801'READING BELL TELEPHONE SYSTEM UNDERGROUND CABLE, AND 1-FOOT
 CS1801'EAST OF A METAL WITNESS POST.
 CS1801'
 CS1801'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST CROSSING
 CS1801'U.S. HWY. 81 (I.S. 35W) ON MCALLISTER ROAD FOR 0.3 MILE TO AZIMUTH
 CS1801'MARK ON THE LEFT, JUST BEFORE REACHING RAIL-ROAD CROSSING.
 CS1801'
 CS1801'NEAREST TOWN--BURLESON.
 CS1801
 CS1801                          STATION RECOVERY (1964)
 CS1801
 CS1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CS1801'2.0 MI N FROM BURLESON.
 CS1801'2.0 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS1801'THE STATION AT BURLESON, JOHNSON COUNTY, 350 YARDS SOUTH OF MILEPOST
 CS1801'769, AT A ROAD CROSSING, 45 FEET EAST OF THE CENTER LINE OF THE TRACK,
 CS1801'31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND IN THE RIGHT-OF-WAY
 CS1801'FENCE CORNER.  A STANDARD DISK, STAMPED T 289 1934 AND SET IN THE TOP
 CS1801'OF A CONCRETE POST.  NOTE-- THE BENCH MARK IS 0.3 MILE WEST ALONG
 CS1801'PRECINCT 1 COUNTY ROAD 1017 FROM ITS JUNCTION WITH U. S. HIGHWAY 81,
 CS1801'44 FEET EAST OF THE EAST RAIL OF THE MISSOURI-KANSAS-TEXAS RAILROAD
 CS1801'TRACKS, 23 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, AND 4
 CS1801'FEET SOUTHWEST OF A CORNER FENCE POST. A STANDARD DISK SET IN A 6 X 6
 CS1801'IN. CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES.
 CS1801
 CS1801                          STATION RECOVERY (1983)
 CS1801
 CS1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1801'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  10.5 KM (6.5
 CS1801'MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH INTERSTATE
 CS1801'HIGHWAY 20 IN FORT WORTH, THENCE 0.6 KM (0.35 MI) WEST ALONG MCALISTER
 CS1801'ROAD, 0.3 KM (0.2 MI) SOUTH OF THE MISSOURI, KANSAS AND TEXAS RAILROAD
 CS1801'MILEPOST 769, 13.8 METERS (45.3 FT) EAST OF THE NEAR RAIL AND 9.5
 CS1801'METERS (31.2 FT) SOUTH OF THE CENTER OF THE HIGHWAY.
 CS1801'THE MARK IS 0.1 METERS  E FROM A WITNESS POST.
 CS1801'THE MARK IS 0.6 M BELOW THE TRACKS.
 CS1801
 CS1801                          STATION RECOVERY (1986)
 CS1801
 CS1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RHK)
 CS1801'RECOVERED AS DESCRIBED.
 CS1801
 CS1801                          STATION RECOVERY (1990)
 CS1801
 CS1801'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS1801'RECOVERED IN GOOD CONDITION.
 CS1801
 CS1801                          STATION RECOVERY (1996)
 CS1801
 CS1801'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1801'MARK NOT FOUND.
 CS1801
 CS1801                          STATION RECOVERY (2004)
 CS1801
 CS1801'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS1801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0142 ***********************************************************************
 DO0142  DESIGNATION -  T 290
 DO0142  PID         -  DO0142
 DO0142  STATE/COUNTY-  TX/JACK
 DO0142  USGS QUAD   -  LYNN CREEK (1981)
 DO0142
 DO0142                         *CURRENT SURVEY CONTROL
 DO0142  ___________________________________________________________________
 DO0142* NAD 83(1986)-  33 17 47.     (N)    098 18 56.     (W)     SCALED    
 DO0142* NAVD 88     -       347.900  (meters)    1141.40   (feet)  ADJUSTED  
 DO0142  ___________________________________________________________________
 DO0142  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DO0142  DYNAMIC HT  -         347.502 (meters)    1140.10  (feet)  COMP
 DO0142  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 DO0142
 DO0142  VERT ORDER  -  SECOND    CLASS 0
 DO0142
 DO0142.The horizontal coordinates were scaled from a topographic map and have
 DO0142.an estimated accuracy of +/- 6 seconds.
 DO0142
 DO0142.The orthometric height was determined by differential leveling
 DO0142.and adjusted by the National Geodetic Survey in June 1991..
 DO0142
 DO0142.The geoid height was determined by GEOID03.
 DO0142
 DO0142.The dynamic height is computed by dividing the NAVD 88
 DO0142.geopotential number by the normal gravity value computed on the
 DO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0142.degrees latitude (g = 980.6199 gals.).
 DO0142
 DO0142.The modeled gravity was interpolated from observed gravity values.
 DO0142
 DO0142;                    North         East    Units  Estimated Accuracy
 DO0142;SPC TXNC     - 2,180,740.      617,180.      MT  (+/- 180 meters Scaled)
 DO0142
 DO0142                          SUPERSEDED SURVEY CONTROL
 DO0142
 DO0142  NGVD 29 (??/??/92)  347.82   (m)         1141.1    (f) COMPUTED    2 0
 DO0142
 DO0142.Superseded values are not recommended for survey control.
 DO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0142.See file dsdata.txt to determine how the superseded data were derived.
 DO0142
 DO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB637843(NAD 83)
 DO0142_MARKER: DB = BENCH MARK DISK
 DO0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0142_STAMPING: T 290 1934
 DO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0142+STABILITY: SURFACE MOTION
 DO0142
 DO0142  HISTORY     - Date     Condition        Report By
 DO0142  HISTORY     - 1934     MONUMENTED       CGS
 DO0142  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0142  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0142
 DO0142                          STATION DESCRIPTION
 DO0142
 DO0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0142'11.1 MI NW FROM JACKSBORO.
 DO0142'11.1 MI NW OF AND ALONG STATE HWY 66 39 FEET S OF CENTER OF ROAD.  2
 DO0142'FEET SE OF INTERSECTION OF CROSS ROAD FENCE LINE WITH R/W FENCE. 32
 DO0142'FEET E OF CENTER OF CROSS ROAD.
 DO0142
 DO0142                          STATION RECOVERY (2001)
 DO0142
 DO0142'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0142'MARK NOT FOUND.
 DO0142
 DO0142                          STATION RECOVERY (2005)
 DO0142
 DO0142'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0143 ***********************************************************************
 DO0143  DESIGNATION -  T 290 RESET 1938
 DO0143  PID         -  DO0143
 DO0143  STATE/COUNTY-  TX/JACK
 DO0143  USGS QUAD   -  LYNN CREEK (1981)
 DO0143
 DO0143                         *CURRENT SURVEY CONTROL
 DO0143  ___________________________________________________________________
 DO0143* NAD 83(1986)-  33 17 47.     (N)    098 18 56.     (W)     SCALED    
 DO0143* NAVD 88     -       348.119  (meters)    1142.12   (feet)  ADJUSTED  
 DO0143  ___________________________________________________________________
 DO0143  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DO0143  DYNAMIC HT  -         347.721 (meters)    1140.81  (feet)  COMP
 DO0143  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 DO0143
 DO0143  VERT ORDER  -  SECOND    CLASS 0
 DO0143
 DO0143.The horizontal coordinates were scaled from a topographic map and have
 DO0143.an estimated accuracy of +/- 6 seconds.
 DO0143
 DO0143.The orthometric height was determined by differential leveling
 DO0143.and adjusted by the National Geodetic Survey in June 1991..
 DO0143
 DO0143.The geoid height was determined by GEOID03.
 DO0143
 DO0143.The dynamic height is computed by dividing the NAVD 88
 DO0143.geopotential number by the normal gravity value computed on the
 DO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0143.degrees latitude (g = 980.6199 gals.).
 DO0143
 DO0143.The modeled gravity was interpolated from observed gravity values.
 DO0143
 DO0143;                    North         East    Units  Estimated Accuracy
 DO0143;SPC TXNC     - 2,180,740.      617,180.      MT  (+/- 180 meters Scaled)
 DO0143
 DO0143                          SUPERSEDED SURVEY CONTROL
 DO0143
 DO0143  NGVD 29 (??/??/92)  348.043  (m)         1141.87   (f) ADJ UNCH    2 0
 DO0143
 DO0143.Superseded values are not recommended for survey control.
 DO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0143.See file dsdata.txt to determine how the superseded data were derived.
 DO0143
 DO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB637843(NAD 83)
 DO0143_MARKER: DB = BENCH MARK DISK
 DO0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0143_STAMPING: T 290 1938 RESET 1141.717
 DO0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0143+STABILITY: SURFACE MOTION
 DO0143
 DO0143  HISTORY     - Date     Condition        Report By
 DO0143  HISTORY     - 1938     MONUMENTED       CGS
 DO0143  HISTORY     - 1961     GOOD             NGS
 DO0143  HISTORY     - 20010325 GOOD             USPSQD
 DO0143  HISTORY     - 20050416 GOOD             USPSQD
 DO0143
 DO0143                          STATION DESCRIPTION
 DO0143
 DO0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0143'11.25 MI S FROM ANTELOPE.
 DO0143'ABOUT 1.95 MILES SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0143'ANTELOPE, THENCE 9.3 MILES SOUTH ALONG U.S. HIGHWAY 281, OR 7.55 MILES
 DO0143'NORTHWEST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 199 FROM THE
 DO0143'COURTHOUSE AT JACKSBORO, THENCE 3.6 MILES NORTHWEST ALONG U.S. HIGHWAY
 DO0143'281, 91 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY
 DO0143'AND AN EAST-WEST DIRT ROAD, 61 FEET SOUTHWEST OF THE CENTER LINE OF
 DO0143'THE HIGHWAY, 4 1/2 FEET SOUTHWEST OF A FENCE, 5.1 FEET SOUTHWEST OF A
 DO0143'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 DO0143'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DO0143
 DO0143                          STATION RECOVERY (2001)
 DO0143
 DO0143'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0143'RECOVERED IN GOOD CONDITION.
 DO0143
 DO0143                          STATION RECOVERY (2005)
 DO0143
 DO0143'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0907 ***********************************************************************
 BZ0907  DESIGNATION -  T 291
 BZ0907  PID         -  BZ0907
 BZ0907  STATE/COUNTY-  TX/MCLENNAN
 BZ0907  USGS QUAD   -  MC GREGOR (1993)
 BZ0907
 BZ0907                         *CURRENT SURVEY CONTROL
 BZ0907  ___________________________________________________________________
 BZ0907* NAD 83(1986)-  31 26 46.     (N)    097 24 22.     (W)     SCALED    
 BZ0907* NAVD 88     -       214.090  (meters)     702.39   (feet)  ADJUSTED  
 BZ0907  ___________________________________________________________________
 BZ0907  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BZ0907  DYNAMIC HT  -         213.811 (meters)     701.48  (feet)  COMP
 BZ0907  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 BZ0907
 BZ0907  VERT ORDER  -  SECOND    CLASS 0
 BZ0907
 BZ0907.The horizontal coordinates were scaled from a topographic map and have
 BZ0907.an estimated accuracy of +/- 6 seconds.
 BZ0907
 BZ0907.The orthometric height was determined by differential leveling
 BZ0907.and adjusted by the National Geodetic Survey in June 1991..
 BZ0907
 BZ0907.The geoid height was determined by GEOID03.
 BZ0907
 BZ0907.The dynamic height is computed by dividing the NAVD 88
 BZ0907.geopotential number by the normal gravity value computed on the
 BZ0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0907.degrees latitude (g = 980.6199 gals.).
 BZ0907
 BZ0907.The modeled gravity was interpolated from observed gravity values.
 BZ0907
 BZ0907;                    North         East    Units  Estimated Accuracy
 BZ0907;SPC TX C     - 3,200,920.      978,200.      MT  (+/- 180 meters Scaled)
 BZ0907
 BZ0907                          SUPERSEDED SURVEY CONTROL
 BZ0907
 BZ0907  NGVD 29 (??/??/92)  214.046  (m)          702.25   (f) ADJ UNCH    2 0
 BZ0907
 BZ0907.Superseded values are not recommended for survey control.
 BZ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0907.See file dsdata.txt to determine how the superseded data were derived.
 BZ0907
 BZ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV514801(NAD 83)
 BZ0907_MARKER: DB = BENCH MARK DISK
 BZ0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0907_SP_SET: BRIDGE ABUTMENT
 BZ0907_STAMPING: T 291 1934
 BZ0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0907
 BZ0907  HISTORY     - Date     Condition        Report By
 BZ0907  HISTORY     - 1934     MONUMENTED       CGS
 BZ0907  HISTORY     - 1966     GOOD             NGS
 BZ0907  HISTORY     - 19910527 GOOD             USPSQD
 BZ0907  HISTORY     - 19950715 POOR             USPSQD
 BZ0907  HISTORY     - 20010317 POOR             USPSQD
 BZ0907  HISTORY     - 20031011 GOOD             USPSQD
 BZ0907
 BZ0907                          STATION DESCRIPTION
 BZ0907
 BZ0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0907'0.3 MI N FROM MCGREGOR.
 BZ0907'ABOUT 0.3 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ0907'FROM THE STATION AT MCGREGOR, MCLENNAN COUNTY, ABOUT 400 YARDS NORTH
 BZ0907'OF THE CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILWAY, AT BRIDGE 143
 BZ0907'B, IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT, 15 FEET WEST OF THE
 BZ0907'CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 BZ0907'STANDARD DISK, STAMPED T 291 1934. NOTE-- THE MARK IS ABOUT 100 YARDS
 BZ0907'NORTH OF U.S. HIGHWAY 84.
 BZ0907
 BZ0907                          STATION RECOVERY (1991)
 BZ0907
 BZ0907'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0907'RECOVERED IN GOOD CONDITION.
 BZ0907
 BZ0907                          STATION RECOVERY (1995)
 BZ0907
 BZ0907'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0907'MARK RECOVERED IN POOR CONDITION.
 BZ0907
 BZ0907                          STATION RECOVERY (2001)
 BZ0907
 BZ0907'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0907'MARK RECOVERED IN POOR CONDITION.
 BZ0907
 BZ0907                          STATION RECOVERY (2003)
 BZ0907
 BZ0907'RECOVERY NOTE BY US POWER SQUADRON 2003
 BZ0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2243 ***********************************************************************
 CS2243  DESIGNATION -  T 292 RESET 1959
 CS2243  PID         -  CS2243
 CS2243  STATE/COUNTY-  TX/BOSQUE
 CS2243  USGS QUAD   -  MORGAN (1977)
 CS2243
 CS2243                         *CURRENT SURVEY CONTROL
 CS2243  ___________________________________________________________________
 CS2243* NAD 83(1986)-  32 00 49.     (N)    097 35 51.     (W)     SCALED    
 CS2243* NAVD 88     -       217.34   (meters)     713.1    (feet)  RESET     
 CS2243  ___________________________________________________________________
 CS2243  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS2243
 CS2243  VERT ORDER  -  THIRD
 CS2243
 CS2243.The horizontal coordinates were scaled from a topographic map and have
 CS2243.an estimated accuracy of +/- 6 seconds.
 CS2243
 CS2243.The orthometric height was computed from unverified reset data.
 CS2243
 CS2243.The geoid height was determined by GEOID03.
 CS2243
 CS2243;                    North         East    Units  Estimated Accuracy
 CS2243;SPC TX C     - 3,263,370.      958,460.      MT  (+/- 180 meters Scaled)
 CS2243
 CS2243                          SUPERSEDED SURVEY CONTROL
 CS2243
 CS2243.No superseded survey control is available for this station.
 CS2243
 CS2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA324428(NAD 83)
 CS2243_MARKER: DB = BENCH MARK DISK
 CS2243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2243_SP_SET: ABUTMENT
 CS2243_STAMPING: T 292 RESET 1959
 CS2243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2243
 CS2243  HISTORY     - Date     Condition        Report By
 CS2243  HISTORY     - 1959     MONUMENTED       CGS
 CS2243  HISTORY     - 1966     GOOD             NGS
 CS2243  HISTORY     - 20010317 GOOD             USPSQD
 CS2243
 CS2243                          STATION DESCRIPTION
 CS2243
 CS2243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2243'0.3 MI NE FROM MORGAN.
 CS2243'TO REACH FROM THE POST OFFICE IN MORGAN, GO EAST AND NORTH ON A
 CS2243'BLACKTOP STREET FOR 0.5 MILE TO THE JUNCTION OF F.M. HIGHWAY 927,
 CS2243'THENCE 0.5 MILE EAST ALONG F.M. HIGHWAY 927 TO THE FIRST RAILROAD
 CS2243'CROSSING AND SITE OF BENCH MARK, ABOUT 160 YARDS SOUTH OF THE HIGHWAY,
 CS2243'ABOUT 200 FEET NORTH OF MILEPOST 288, AND IN THE SOUTHWEST ABUTMENT OF
 CS2243'A CULVERT WHICH IS UNDER THE MAIN RAILROAD TRACK.
 CS2243
 CS2243                          STATION RECOVERY (2001)
 CS2243
 CS2243'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0170 ***********************************************************************
 DN0170  DESIGNATION -  T 294
 DN0170  PID         -  DN0170
 DN0170  STATE/COUNTY-  TX/HUNT
 DN0170  USGS QUAD   -  CELESTE (1964)
 DN0170
 DN0170                         *CURRENT SURVEY CONTROL
 DN0170  ___________________________________________________________________
 DN0170* NAD 83(1986)-  33 18 32.     (N)    096 10 18.     (W)     SCALED    
 DN0170* NAVD 88     -       204.440  (meters)     670.73   (feet)  ADJUSTED  
 DN0170  ___________________________________________________________________
 DN0170  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DN0170  DYNAMIC HT  -         204.220 (meters)     670.01  (feet)  COMP
 DN0170  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 DN0170
 DN0170  VERT ORDER  -  SECOND    CLASS 0
 DN0170
 DN0170.The horizontal coordinates were scaled from a topographic map and have
 DN0170.an estimated accuracy of +/- 6 seconds.
 DN0170
 DN0170.The orthometric height was determined by differential leveling
 DN0170.and adjusted by the National Geodetic Survey in June 1991..
 DN0170
 DN0170.The geoid height was determined by GEOID03.
 DN0170
 DN0170.The dynamic height is computed by dividing the NAVD 88
 DN0170.geopotential number by the normal gravity value computed on the
 DN0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0170.degrees latitude (g = 980.6199 gals.).
 DN0170
 DN0170.The modeled gravity was interpolated from observed gravity values.
 DN0170
 DN0170;                    North         East    Units  Estimated Accuracy
 DN0170;SPC TXNC     - 2,184,510.      816,790.      MT  (+/- 180 meters Scaled)
 DN0170
 DN0170                          SUPERSEDED SURVEY CONTROL
 DN0170
 DN0170  NGVD 29 (??/??/92)  204.43   (m)          670.7    (f) COMPUTED    2 0
 DN0170
 DN0170.Superseded values are not recommended for survey control.
 DN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0170.See file dsdata.txt to determine how the superseded data were derived.
 DN0170
 DN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB633891(NAD 83)
 DN0170_MARKER: DB = BENCH MARK DISK
 DN0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0170_STAMPING: T 294 1934
 DN0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0170+STABILITY: SURFACE MOTION
 DN0170
 DN0170  HISTORY     - Date     Condition        Report By
 DN0170  HISTORY     - 1934     MONUMENTED       CGS
 DN0170  HISTORY     - 1964     MARK NOT FOUND   USGS
 DN0170  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0170
 DN0170                          STATION DESCRIPTION
 DN0170
 DN0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0170'1.4 MI N FROM CELESTE.
 DN0170'1.4 MI N OF AND ALONG THE S F R R 48 FEET E OF THE TRACK.  2 FEET W OF
 DN0170'THE R/W FENCE.  100 FEET SE OF MILE POST 106.
 DN0170
 DN0170                          STATION RECOVERY (1964)
 DN0170
 DN0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DN0170'MARK NOT FOUND.
 DN0170
 DN0170                          STATION RECOVERY (1994)
 DN0170
 DN0170'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0067 ***********************************************************************
 DN0067  DESIGNATION -  T 295
 DN0067  PID         -  DN0067
 DN0067  STATE/COUNTY-  TX/FANNIN
 DN0067  USGS QUAD   -  DODD CITY (1984)
 DN0067
 DN0067                         *CURRENT SURVEY CONTROL
 DN0067  ___________________________________________________________________
 DN0067* NAD 83(1986)-  33 34 22.     (N)    096 06 39.     (W)     SCALED    
 DN0067* NAVD 88     -       180.524  (meters)     592.27   (feet)  ADJUSTED  
 DN0067  ___________________________________________________________________
 DN0067  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DN0067  DYNAMIC HT  -         180.331 (meters)     591.64  (feet)  COMP
 DN0067  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DN0067
 DN0067  VERT ORDER  -  SECOND    CLASS 0
 DN0067
 DN0067.The horizontal coordinates were scaled from a topographic map and have
 DN0067.an estimated accuracy of +/- 6 seconds.
 DN0067
 DN0067.The orthometric height was determined by differential leveling
 DN0067.and adjusted by the National Geodetic Survey in June 1991..
 DN0067
 DN0067.The geoid height was determined by GEOID03.
 DN0067
 DN0067.The dynamic height is computed by dividing the NAVD 88
 DN0067.geopotential number by the normal gravity value computed on the
 DN0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0067.degrees latitude (g = 980.6199 gals.).
 DN0067
 DN0067.The modeled gravity was interpolated from observed gravity values.
 DN0067
 DN0067;                    North         East    Units  Estimated Accuracy
 DN0067;SPC TXNC     - 2,213,890.      821,780.      MT  (+/- 180 meters Scaled)
 DN0067
 DN0067                          SUPERSEDED SURVEY CONTROL
 DN0067
 DN0067  NGVD 29 (??/??/92)  180.517  (m)          592.25   (f) ADJ UNCH    2 0
 DN0067
 DN0067.Superseded values are not recommended for survey control.
 DN0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0067.See file dsdata.txt to determine how the superseded data were derived.
 DN0067
 DN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC681185(NAD 83)
 DN0067_MARKER: DB = BENCH MARK DISK
 DN0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0067_STAMPING: T 295 1934
 DN0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0067+STABILITY: SURFACE MOTION
 DN0067
 DN0067  HISTORY     - Date     Condition        Report By
 DN0067  HISTORY     - 1934     MONUMENTED       CGS
 DN0067  HISTORY     - 1977     MARK NOT FOUND   USGS
 DN0067  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DN0067
 DN0067                          STATION DESCRIPTION
 DN0067
 DN0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0067'2.2 MI W FROM DODD CITY.
 DN0067'2.2 MI W OF AND ALONG THE T P R R 40 FEET N OF THE CENTER OF THE
 DN0067'TRACK.  90 FEET NE OF MILE POST 124.  CLOSE TO GATE IN R/W FENCE.
 DN0067
 DN0067                          STATION RECOVERY (1977)
 DN0067
 DN0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DN0067'MARK NOT FOUND.
 DN0067
 DN0067                          STATION RECOVERY (1994)
 DN0067
 DN0067'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0146 ***********************************************************************
 CR0146  DESIGNATION -  T 296
 CR0146  PID         -  CR0146
 CR0146  STATE/COUNTY-  TX/RUSK
 CR0146  USGS QUAD   -  BERRYHILL CREEK (1973)
 CR0146
 CR0146                         *CURRENT SURVEY CONTROL
 CR0146  ___________________________________________________________________
 CR0146* NAD 83(1986)-  32 07 11.     (N)    094 46 55.     (W)     SCALED    
 CR0146* NAVD 88     -       124.960  (meters)     409.97   (feet)  ADJUSTED  
 CR0146  ___________________________________________________________________
 CR0146  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CR0146  DYNAMIC HT  -         124.812 (meters)     409.49  (feet)  COMP
 CR0146  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 CR0146
 CR0146  VERT ORDER  -  SECOND    CLASS 0
 CR0146
 CR0146.The horizontal coordinates were scaled from a topographic map and have
 CR0146.an estimated accuracy of +/- 6 seconds.
 CR0146
 CR0146.The orthometric height was determined by differential leveling
 CR0146.and adjusted by the National Geodetic Survey in June 1991..
 CR0146
 CR0146.The geoid height was determined by GEOID03.
 CR0146
 CR0146.The dynamic height is computed by dividing the NAVD 88
 CR0146.geopotential number by the normal gravity value computed on the
 CR0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0146.degrees latitude (g = 980.6199 gals.).
 CR0146
 CR0146.The modeled gravity was interpolated from observed gravity values.
 CR0146
 CR0146;                    North         East    Units  Estimated Accuracy
 CR0146;SPC TXNC     - 2,056,450.      950,800.      MT  (+/- 180 meters Scaled)
 CR0146
 CR0146                          SUPERSEDED SURVEY CONTROL
 CR0146
 CR0146  NGVD 29 (??/??/92)  124.976  (m)          410.03   (f) ADJ UNCH    2 0
 CR0146
 CR0146.Superseded values are not recommended for survey control.
 CR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0146.See file dsdata.txt to determine how the superseded data were derived.
 CR0146
 CR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR318550(NAD 83)
 CR0146_MARKER: DB = BENCH MARK DISK
 CR0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0146_STAMPING: T 296 1934
 CR0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0146+STABILITY: SURFACE MOTION
 CR0146
 CR0146  HISTORY     - Date     Condition        Report By
 CR0146  HISTORY     - 1934     MONUMENTED       CGS
 CR0146  HISTORY     - 1938     GOOD             NGS
 CR0146  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0146
 CR0146                          STATION DESCRIPTION
 CR0146
 CR0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0146'2.9 MI SE FROM HENDERSON.
 CR0146'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 26 FROM THE COUNTY COURTHOUSE
 CR0146'AT HENDERSON, RUSK COUNTY, AT THE POINT WHERE THE HIGHWAY MAKES A
 CR0146'SLIGHT TURN TO THE SOUTHWEST, 70 FEET NORTH OF A CULVERT, 46 FEET EAST
 CR0146'OF THE CENTERLINE OF THE HIGHWAY, AND JUST INSIDE THE RIGHT-OF-WAY
 CR0146'FENCE.  A STANDARD DISK, STAMPED T 296 1934 AND SET IN THE TOP OF A
 CR0146'CONCRETE POST.
 CR0146
 CR0146                          STATION RECOVERY (1973)
 CR0146
 CR0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1323 ***********************************************************************
 BY1323  DESIGNATION -  T 297
 BY1323  PID         -  BY1323
 BY1323  STATE/COUNTY-  TX/CHEROKEE
 BY1323  USGS QUAD   -  ATOY (1973)
 BY1323
 BY1323                         *CURRENT SURVEY CONTROL
 BY1323  ___________________________________________________________________
 BY1323* NAD 83(1986)-  31 46 31.     (N)    095 07 09.     (W)     SCALED    
 BY1323* NAVD 88     -       170.03   (+/-2cm)     557.8    (feet)  VERTCON   
 BY1323  ___________________________________________________________________
 BY1323  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY1323
 BY1323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1323
 BY1323.The horizontal coordinates were scaled from a topographic map and have
 BY1323.an estimated accuracy of +/- 6 seconds.
 BY1323
 BY1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1323.The vertical order pertains to the NGVD 29 superseded value.
 BY1323
 BY1323.The geoid height was determined by GEOID03.
 BY1323
 BY1323;                    North         East    Units  Estimated Accuracy
 BY1323;SPC TX C     - 3,245,330.    1,193,710.      MT  (+/- 180 meters Scaled)
 BY1323
 BY1323                          SUPERSEDED SURVEY CONTROL
 BY1323
 BY1323  NGVD 29 (??/??/92)  170.041  (m)          557.88   (f) ADJ UNCH    2 0
 BY1323
 BY1323.Superseded values are not recommended for survey control.
 BY1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1323.See file dsdata.txt to determine how the superseded data were derived.
 BY1323
 BY1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR993174(NAD 83)
 BY1323_MARKER: DB = BENCH MARK DISK
 BY1323_SETTING: 0 = UNSPECIFIED SETTING
 BY1323_STAMPING: T 297 1934
 BY1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1323+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY1323
 BY1323  HISTORY     - Date     Condition        Report By
 BY1323  HISTORY     - 1934     MONUMENTED       CGS
 BY1323  HISTORY     - 1938     GOOD             NGS
 BY1323  HISTORY     - 20050710 GOOD             USPSQD
 BY1323
 BY1323                          STATION DESCRIPTION
 BY1323
 BY1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1323'2.6 MI S FROM RUSK.
 BY1323'2.6 MILES SOUTH OF RUSK FROM COURT HOUSE BY RAIL AND HWY. ON THE ST.
 BY1323'L. AND S.W. R.R. 33.0 FT. NORTHWEST OF THE POLE NUMBERED 594/20. 33.0
 BY1323'FT. NORTHEAST OF THE CENTER OF TRACK.  AT A R.R. CUT.  3.0 FT.
 BY1323'SOUTHWEST OF A WIRE R.O.W. FENCE.  5.0 FT. ABOVE THE TOP OF RAIL.
 BY1323
 BY1323                          STATION RECOVERY (2005)
 BY1323
 BY1323'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1007 ***********************************************************************
 BY1007  DESIGNATION -  T 298
 BY1007  PID         -  BY1007
 BY1007  STATE/COUNTY-  TX/ANGELINA
 BY1007  USGS QUAD   -  LUFKIN (1980)
 BY1007
 BY1007                         *CURRENT SURVEY CONTROL
 BY1007  ___________________________________________________________________
 BY1007* NAD 83(1986)-  31 21 09.     (N)    094 39 44.     (W)     SCALED    
 BY1007* NAVD 88     -        92.66   (+/-2cm)     304.0    (feet)  VERTCON   
 BY1007  ___________________________________________________________________
 BY1007  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BY1007
 BY1007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1007
 BY1007.The horizontal coordinates were scaled from a topographic map and have
 BY1007.an estimated accuracy of +/- 6 seconds.
 BY1007
 BY1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1007.The vertical order pertains to the NGVD 29 superseded value.
 BY1007
 BY1007.The geoid height was determined by GEOID03.
 BY1007
 BY1007;                    North         East    Units  Estimated Accuracy
 BY1007;SPC TX C     - 3,200,640.    1,239,330.      MT  (+/- 180 meters Scaled)
 BY1007
 BY1007                          SUPERSEDED SURVEY CONTROL
 BY1007
 BY1007  NGVD 29 (??/??/92)   92.705  (m)          304.15   (f) ADJ UNCH    2 0
 BY1007
 BY1007.Superseded values are not recommended for survey control.
 BY1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1007.See file dsdata.txt to determine how the superseded data were derived.
 BY1007
 BY1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ418698(NAD 83)
 BY1007_MARKER: DB = BENCH MARK DISK
 BY1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1007_STAMPING: T 298 1934
 BY1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1007+STABILITY: SURFACE MOTION
 BY1007
 BY1007  HISTORY     - Date     Condition        Report By
 BY1007  HISTORY     - 1934     MONUMENTED       CGS
 BY1007
 BY1007                          STATION DESCRIPTION
 BY1007
 BY1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1007'4.0 MI E FROM PROSSER.
 BY1007'4.0 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1007'STATION AT PROSSER, ANGELINA COUNTY, 200 YARDS WEST OF MILEPOST 6, AT
 BY1007'A ROAD CROSSING, 35 FEET NORTH OF THE CENTERLINE OF THE TRACK, 29 FEET
 BY1007'EAST OF THE CENTERLINE OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 BY1007'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0416 ***********************************************************************
 BN0416  DESIGNATION -  T 3
 BN0416  PID         -  BN0416
 BN0416  STATE/COUNTY-  TX/KIMBLE
 BN0416  USGS QUAD   -  STARK CREEK (1987)
 BN0416
 BN0416                         *CURRENT SURVEY CONTROL
 BN0416  ___________________________________________________________________
 BN0416* NAD 83(1986)-  30 30 03.     (N)    099 58 24.     (W)     SCALED    
 BN0416* NAVD 88     -       576.38   (+/-2cm)    1891.0    (feet)  VERTCON   
 BN0416  ___________________________________________________________________
 BN0416  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BN0416
 BN0416  VERT ORDER  -  ? (See Below)
 BN0416
 BN0416.The horizontal coordinates were scaled from a topographic map and have
 BN0416.an estimated accuracy of +/- 6 seconds.
 BN0416
 BN0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0416.The vertical order pertains to the NGVD 29 superseded value.
 BN0416
 BN0416.The geoid height was determined by GEOID03.
 BN0416
 BN0416;                    North         East    Units  Estimated Accuracy
 BN0416;SPC TX C     - 3,092,530.      734,560.      MT  (+/- 180 meters Scaled)
 BN0416
 BN0416                          SUPERSEDED SURVEY CONTROL
 BN0416
 BN0416  NGVD 29 (??/??/92)  576.330  (m)         1890.84   (f) ADJ UNCH    ?  
 BN0416
 BN0416.Superseded values are not recommended for survey control.
 BN0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0416.See file dsdata.txt to determine how the superseded data were derived.
 BN0416
 BN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU065746(NAD 83)
 BN0416_MARKER: DD = SURVEY DISK
 BN0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0416_SP_SET: CULVERT
 BN0416_STAMPING: T-3 1925
 BN0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0416
 BN0416  HISTORY     - Date     Condition        Report By
 BN0416  HISTORY     - 1925     MONUMENTED       USGS
 BN0416  HISTORY     - 1932     GOOD             NGS
 BN0416  HISTORY     - 1958     MARK NOT FOUND   NGS
 BN0416
 BN0416                          STATION DESCRIPTION
 BN0416
 BN0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BN0416'14.1 MI W FROM JUNCTION.
 BN0416'SET IN NORTH HEADWALL OF CONCRETE CULVERT JUST EAST OF LARGE TREE
 BN0416'GROWING IN CENTER OF HIGHWAY RIGHT OF WAY AND 300 FEET EAST OF SMALL
 BN0416'GROCERY STORE AND FILLING STATION.  IN TOP OF WEST END OF HEADWALL.
 BN0416
 BN0416                          STATION RECOVERY (1958)
 BN0416
 BN0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BN0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0285 ***********************************************************************
 AZ0285  DESIGNATION -  T 30
 AZ0285  PID         -  AZ0285
 AZ0285  STATE/COUNTY-  TX/VAL VERDE
 AZ0285  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0285
 AZ0285                         *CURRENT SURVEY CONTROL
 AZ0285  ___________________________________________________________________
 AZ0285* NAD 83(1986)-  29 27 31.     (N)    101 03 22.     (W)     SCALED    
 AZ0285* NAVD 88     -       290.561  (meters)     953.28   (feet)  POSTED    
 AZ0285  ___________________________________________________________________
 AZ0285  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0285  DYNAMIC HT  -         290.140 (meters)     951.90  (feet)  COMP
 AZ0285  MODELED GRAV-     979,176.2   (mgal)                       NAVD 88
 AZ0285
 AZ0285  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0285
 AZ0285.The horizontal coordinates were scaled from a topographic map and have
 AZ0285.an estimated accuracy of +/- 6 seconds.
 AZ0285
 AZ0285.The orthometric height was determined by differential leveling
 AZ0285.and adjusted by the National Geodetic Survey in 1992..
 AZ0285.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0285.rate of 0.0 thru 1.0 mm/km.
 AZ0285
 AZ0285.The geoid height was determined by GEOID03.
 AZ0285
 AZ0285.The dynamic height is computed by dividing the NAVD 88
 AZ0285.geopotential number by the normal gravity value computed on the
 AZ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0285.degrees latitude (g = 980.6199 gals.).
 AZ0285
 AZ0285.The modeled gravity was interpolated from observed gravity values.
 AZ0285
 AZ0285;                    North         East    Units  Estimated Accuracy
 AZ0285;SPC TXSC     - 4,181,880.      400,580.      MT  (+/- 180 meters Scaled)
 AZ0285
 AZ0285                          SUPERSEDED SURVEY CONTROL
 AZ0285
 AZ0285.No superseded survey control is available for this station.
 AZ0285
 AZ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT006605(NAD 83)
 AZ0285_MARKER: DB = BENCH MARK DISK
 AZ0285_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0285_SP_SET: LEDGE
 AZ0285_STAMPING: T 30 1917
 AZ0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0285+STABILITY: POSITION/ELEVATION WELL
 AZ0285
 AZ0285  HISTORY     - Date     Condition        Report By
 AZ0285  HISTORY     - 1917     MONUMENTED       CGS
 AZ0285  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0285  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0285
 AZ0285                          STATION DESCRIPTION
 AZ0285
 AZ0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0285'1.3 MI E FROM DEVILS RIVER.
 AZ0285'ABOUT 1.3 MILES EAST OF DEVILS RIVER, VAL VERDE COUNTY, ON THE
 AZ0285'SOUTHERN PACIFIC RAILROAD, AT MILEPOST 392, AND ABOUT 25 FEET NORTH OF
 AZ0285'THE TRACK, A STANDARD DISK, STAMPED T 30 1917, AND SET IN A ROCK
 AZ0285'LEDGE.  NOTE-- IT IS BELIEVED TO BE UNDER 2 FEET OF DIRT WHICH HAS
 AZ0285'WASHED DOWN OVER THE ROCK.  NOTE-- AREA UNDER WATER.
 AZ0285
 AZ0285                          STATION RECOVERY (1972)
 AZ0285
 AZ0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2028 ***********************************************************************
 BY2028  DESIGNATION -  T 300
 BY2028  PID         -  BY2028
 BY2028  STATE/COUNTY-  TX/FREESTONE
 BY2028  USGS QUAD   -  OAKWOOD (1964)
 BY2028
 BY2028                         *CURRENT SURVEY CONTROL
 BY2028  ___________________________________________________________________
 BY2028* NAD 83(1986)-  31 37 26.     (N)    095 49 16.     (W)     SCALED    
 BY2028* NAVD 88     -        75.191  (meters)     246.69   (feet)  ADJUSTED  
 BY2028  ___________________________________________________________________
 BY2028  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2028  DYNAMIC HT  -          75.099 (meters)     246.39  (feet)  COMP
 BY2028  MODELED GRAV-     979,423.6   (mgal)                       NAVD 88
 BY2028
 BY2028  VERT ORDER  -  FIRST     CLASS II
 BY2028
 BY2028.The horizontal coordinates were scaled from a topographic map and have
 BY2028.an estimated accuracy of +/- 6 seconds.
 BY2028
 BY2028.The orthometric height was determined by differential leveling
 BY2028.and adjusted by the National Geodetic Survey in June 1991..
 BY2028
 BY2028.The geoid height was determined by GEOID03.
 BY2028
 BY2028.The dynamic height is computed by dividing the NAVD 88
 BY2028.geopotential number by the normal gravity value computed on the
 BY2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2028.degrees latitude (g = 980.6199 gals.).
 BY2028
 BY2028.The modeled gravity was interpolated from observed gravity values.
 BY2028
 BY2028;                    North         East    Units  Estimated Accuracy
 BY2028;SPC TX C     - 3,225,650.    1,127,960.      MT  (+/- 180 meters Scaled)
 BY2028
 BY2028                          SUPERSEDED SURVEY CONTROL
 BY2028
 BY2028  NGVD 29 (??/??/92)   75.169  (m)          246.62   (f) ADJ UNCH    1 2
 BY2028
 BY2028.Superseded values are not recommended for survey control.
 BY2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2028.See file dsdata.txt to determine how the superseded data were derived.
 BY2028
 BY2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR324022(NAD 83)
 BY2028_MARKER: DB = BENCH MARK DISK
 BY2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2028_STAMPING: T 300 1934
 BY2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2028+STABILITY: SURFACE MOTION
 BY2028
 BY2028  HISTORY     - Date     Condition        Report By
 BY2028  HISTORY     - 1934     MONUMENTED       CGS
 BY2028  HISTORY     - 1952     GOOD             NGS
 BY2028  HISTORY     - 1980     GOOD             NGS
 BY2028  HISTORY     - 1990     GOOD             USPSQD
 BY2028
 BY2028                          STATION DESCRIPTION
 BY2028
 BY2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2028'3.1 MI NE FROM OAKWOOD.
 BY2028'3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD STATE BANK
 BY2028'AT OAKWOOD, 200 FEET NORTH OF THE NORTHWEST CORNER OF A 30 FOOT
 BY2028'CONCRETE CULVERT UNDER THE HIGHWAY, 53 FEET NORTHWEST OF THE CENTER
 BY2028'LINE OF THE HIGHWAY, 29 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET
 BY2028'NORTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 BY2028'TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 BY2028
 BY2028                          STATION RECOVERY (1980)
 BY2028
 BY2028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2028'RECOVERED IN GOOD CONDITION.
 BY2028
 BY2028                          STATION RECOVERY (1990)
 BY2028
 BY2028'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1419 ***********************************************************************
 BY1419  DESIGNATION -  T 301
 BY1419  PID         -  BY1419
 BY1419  STATE/COUNTY-  TX/CHEROKEE
 BY1419  USGS QUAD   -  KENNARD NE (1950)
 BY1419
 BY1419                         *CURRENT SURVEY CONTROL
 BY1419  ___________________________________________________________________
 BY1419* NAD 83(1986)-  31 28 49.     (N)    095 00 56.     (W)     SCALED    
 BY1419* NAVD 88     -        88.43   (+/-2cm)     290.1    (feet)  VERTCON   
 BY1419  ___________________________________________________________________
 BY1419  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1419
 BY1419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1419
 BY1419.The horizontal coordinates were scaled from a topographic map and have
 BY1419.an estimated accuracy of +/- 6 seconds.
 BY1419
 BY1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1419.The vertical order pertains to the NGVD 29 superseded value.
 BY1419
 BY1419.The geoid height was determined by GEOID03.
 BY1419
 BY1419;                    North         East    Units  Estimated Accuracy
 BY1419;SPC TX C     - 3,213,130.    1,205,070.      MT  (+/- 180 meters Scaled)
 BY1419
 BY1419                          SUPERSEDED SURVEY CONTROL
 BY1419
 BY1419  NGVD 29 (??/??/92)   88.478  (m)          290.28   (f) ADJ UNCH    2 0
 BY1419
 BY1419.Superseded values are not recommended for survey control.
 BY1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1419.See file dsdata.txt to determine how the superseded data were derived.
 BY1419
 BY1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ085845(NAD 83)
 BY1419_MARKER: DB = BENCH MARK DISK
 BY1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1419_STAMPING: T 301 1935
 BY1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1419+STABILITY: SURFACE MOTION
 BY1419
 BY1419  HISTORY     - Date     Condition        Report By
 BY1419  HISTORY     - 1935     MONUMENTED       CGS
 BY1419  HISTORY     - 1942     GOOD             NGS
 BY1419
 BY1419                          STATION DESCRIPTION
 BY1419
 BY1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY1419'5.3 MI W FROM WELLS.
 BY1419'5.3 MILES WEST ALONG THE WELLS-RATCLIFF ROAD FROM WELLS, CHEROKEE
 BY1419'COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTH, 52 FEET NORTH OF THE
 BY1419'CENTERLINE OF THE WELLS-RATCLIFF ROAD, 28 FEET WEST OF THE CENTERLINE
 BY1419'OF THE SIDE ROAD, 9 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, AND 2
 BY1419'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 301
 BY1419'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0624 ***********************************************************************
 BY0624  DESIGNATION -  T 303
 BY0624  PID         -  BY0624
 BY0624  STATE/COUNTY-  TX/ANGELINA
 BY0624  USGS QUAD   -  ZAVALLA (1984)
 BY0624
 BY0624                         *CURRENT SURVEY CONTROL
 BY0624  ___________________________________________________________________
 BY0624* NAD 83(1986)-  31 07 44.     (N)    094 25 42.     (W)     SCALED    
 BY0624* NAVD 88     -        77.64   (+/-2cm)     254.7    (feet)  VERTCON   
 BY0624  ___________________________________________________________________
 BY0624  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BY0624
 BY0624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0624
 BY0624.The horizontal coordinates were scaled from a topographic map and have
 BY0624.an estimated accuracy of +/- 6 seconds.
 BY0624
 BY0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0624.The vertical order pertains to the NGVD 29 superseded value.
 BY0624
 BY0624.The geoid height was determined by GEOID03.
 BY0624
 BY0624;                    North         East    Units  Estimated Accuracy
 BY0624;SPC TX C     - 3,177,040.    1,262,860.      MT  (+/- 180 meters Scaled)
 BY0624
 BY0624                          SUPERSEDED SURVEY CONTROL
 BY0624
 BY0624  NGVD 29 (??/??/92)   77.659  (m)          254.79   (f) ADJ UNCH    2 0
 BY0624
 BY0624.Superseded values are not recommended for survey control.
 BY0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0624.See file dsdata.txt to determine how the superseded data were derived.
 BY0624
 BY0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ638447(NAD 83)
 BY0624_MARKER: DB = BENCH MARK DISK
 BY0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0624_STAMPING: T 303 1934
 BY0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0624+STABILITY: SURFACE MOTION
 BY0624
 BY0624  HISTORY     - Date     Condition        Report By
 BY0624  HISTORY     - 1934     MONUMENTED       CGS
 BY0624  HISTORY     - 1949     GOOD             NGS
 BY0624
 BY0624                          STATION DESCRIPTION
 BY0624
 BY0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0624'2.05 MI S FROM ZAVALLA.
 BY0624'2.05 MILES SOUTH ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF U. S.
 BY0624'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, 4.5 POLES NORTH OF
 BY0624'MILEPOST NO. 112, 53.0 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 BY0624'69, 45.8 FEET WEST OF THE WEST RAIL OF TEXAS AND NEW ORLEANS RAILROAD,
 BY0624'1.0 FOOT WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY0624'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0288 ***********************************************************************
 BL0288  DESIGNATION -  T 304
 BL0288  PID         -  BL0288
 BL0288  STATE/COUNTY-  TX/HARDIN
 BL0288  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0288
 BL0288                         *CURRENT SURVEY CONTROL
 BL0288  ___________________________________________________________________
 BL0288* NAD 83(1986)-  30 24 32.     (N)    094 20 56.     (W)     SCALED    
 BL0288* NAVD 88     -        31.55   (+/-2cm)     103.5    (feet)  VERTCON   
 BL0288  ___________________________________________________________________
 BL0288  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BL0288
 BL0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0288
 BL0288.The horizontal coordinates were scaled from a topographic map and have
 BL0288.an estimated accuracy of +/- 6 seconds.
 BL0288
 BL0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0288.The vertical order pertains to the NGVD 29 superseded value.
 BL0288
 BL0288.The geoid height was determined by GEOID03.
 BL0288
 BL0288;                    North         East    Units  Estimated Accuracy
 BL0288;SPC TX C     - 3,097,740.    1,274,720.      MT  (+/- 180 meters Scaled)
 BL0288
 BL0288                          SUPERSEDED SURVEY CONTROL
 BL0288
 BL0288  NGVD 29 (??/??/92)   31.554  (m)          103.52   (f) ADJ UNCH    2 0
 BL0288
 BL0288.Superseded values are not recommended for survey control.
 BL0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0288.See file dsdata.txt to determine how the superseded data were derived.
 BL0288
 BL0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP704648(NAD 83)
 BL0288_MARKER: DB = BENCH MARK DISK
 BL0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0288_STAMPING: R 304 1934
 BL0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0288+STABILITY: SURFACE MOTION
 BL0288
 BL0288  HISTORY     - Date     Condition        Report By
 BL0288  HISTORY     - 1934     MONUMENTED       CGS
 BL0288  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 BL0288  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL0288
 BL0288                          STATION DESCRIPTION
 BL0288
 BL0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0288'3.1 MI N FROM KOUNTZE.
 BL0288'3.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM KOUNTZE,
 BL0288'HARDIN COUNTY, 0.5 MILE SOUTH OF MILEPOST 58, 0.1 MILE NORTHWEST OF A
 BL0288'ROAD CROSSING, 225 FEET NORTHEAST OF A FARMHOUSE, AND 24 FEET
 BL0288'SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED R
 BL0288'304 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BL0288
 BL0288                          STATION RECOVERY (1998)
 BL0288
 BL0288'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0288'MARK NOT FOUND.
 BL0288
 BL0288                          STATION RECOVERY (2004)
 BL0288
 BL0288'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3986 ***********************************************************************
 AW3986  DESIGNATION -  T 305 RESET 1954
 AW3986  PID         -  AW3986
 AW3986  STATE/COUNTY-  TX/GALVESTON
 AW3986  USGS QUAD   -  HITCHCOCK (1974)
 AW3986
 AW3986                         *CURRENT SURVEY CONTROL
 AW3986  ___________________________________________________________________
 AW3986* NAD 83(1986)-  29 22 01.     (N)    095 04 22.     (W)     SCALED    
 AW3986* NAVD 88     -         6.66   (+/-2cm)      21.9    (feet)  VERTCON   
 AW3986  ___________________________________________________________________
 AW3986  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW3986
 AW3986  VERT ORDER  -  THIRD (See Below)
 AW3986
 AW3986.The horizontal coordinates were scaled from a topographic map and have
 AW3986.an estimated accuracy of +/- 6 seconds.
 AW3986
 AW3986.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3986.The vertical order pertains to the NGVD 29 superseded value.
 AW3986
 AW3986.The geoid height was determined by GEOID03.
 AW3986
 AW3986;                    North         East    Units  Estimated Accuracy
 AW3986;SPC TXSC     - 4,176,370.      981,180.      MT  (+/- 180 meters Scaled)
 AW3986
 AW3986                          SUPERSEDED SURVEY CONTROL
 AW3986
 AW3986  NGVD 29 (??/??/??)    6.66   (m)           21.9    (f) RESET       3  
 AW3986
 AW3986.Superseded values are not recommended for survey control.
 AW3986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3986.See file dsdata.txt to determine how the superseded data were derived.
 AW3986
 AW3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN988504(NAD 83)
 AW3986_MARKER: DB = BENCH MARK DISK
 AW3986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3986_SP_SET: BRIDGE
 AW3986_STAMPING: T 305 1935 RESET 1954
 AW3986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3986+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW3986
 AW3986  HISTORY     - Date     Condition        Report By
 AW3986  HISTORY     - 1954     MONUMENTED       CGS
 AW3986  HISTORY     - 1959     GOOD             NGS
 AW3986  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3986  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW3986  HISTORY     - 20030719 MARK NOT FOUND   USPSQD
 AW3986  HISTORY     - 20040126 GOOD             USPSQD
 AW3986  HISTORY     - 20050202 GOOD             USPSQD
 AW3986  HISTORY     - 20060523 GOOD             USPSQD
 AW3986
 AW3986                          STATION DESCRIPTION
 AW3986
 AW3986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3986'0.5 MI E FROM ALTA LOMA.
 AW3986'0.5 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 AW3986'STATION AT ALTA LOMA, AT A CONCRETE HIGHWAY BRIDGE UNDER STATE HIGHWAY
 AW3986'6, ABOUT 200 FEET NORTH OF THE NORTH RAIL, 17 FEET SOUTH OF THE CENTER
 AW3986'LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL OF
 AW3986'THE BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW3986
 AW3986                          STATION RECOVERY (1973)
 AW3986
 AW3986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3986'MARK NOT FOUND.
 AW3986
 AW3986                          STATION RECOVERY (1994)
 AW3986
 AW3986'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3986'MARK NOT FOUND.
 AW3986
 AW3986                          STATION RECOVERY (2003)
 AW3986
 AW3986'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW3986'MARK NOT FOUND.
 AW3986
 AW3986                          STATION RECOVERY (2004)
 AW3986
 AW3986'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3986'RECOVERED IN GOOD CONDITION.
 AW3986
 AW3986                          STATION RECOVERY (2005)
 AW3986
 AW3986'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3986'RECOVERED IN GOOD CONDITION.
 AW3986
 AW3986                          STATION RECOVERY (2006)
 AW3986
 AW3986'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3986'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4769 ***********************************************************************
 AW4769  DESIGNATION -  T 306
 AW4769  PID         -  AW4769
 AW4769  STATE/COUNTY-  TX/FORT BEND
 AW4769  USGS QUAD   -  RICHMOND (1980)
 AW4769
 AW4769                         *CURRENT SURVEY CONTROL
 AW4769  ___________________________________________________________________
 AW4769* NAD 83(1986)-  29 33 41.     (N)    095 48 16.     (W)     SCALED    
 AW4769* NAVD 88     -        31.318  (meters)     102.75   (feet)  ADJUSTED  
 AW4769  ___________________________________________________________________
 AW4769  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW4769  DYNAMIC HT  -          31.275 (meters)     102.61  (feet)  COMP
 AW4769  MODELED GRAV-     979,264.8   (mgal)                       NAVD 88
 AW4769
 AW4769  VERT ORDER  -  FIRST     CLASS II
 AW4769
 AW4769.The horizontal coordinates were scaled from a topographic map and have
 AW4769.an estimated accuracy of +/- 6 seconds.
 AW4769
 AW4769.The orthometric height was determined by differential leveling
 AW4769.and adjusted by the National Geodetic Survey in June 1991..
 AW4769
 AW4769.The geoid height was determined by GEOID03.
 AW4769
 AW4769.The dynamic height is computed by dividing the NAVD 88
 AW4769.geopotential number by the normal gravity value computed on the
 AW4769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4769.degrees latitude (g = 980.6199 gals.).
 AW4769
 AW4769.The modeled gravity was interpolated from observed gravity values.
 AW4769
 AW4769;                    North         East    Units  Estimated Accuracy
 AW4769;SPC TXSC     - 4,195,750.      909,600.      MT  (+/- 180 meters Scaled)
 AW4769
 AW4769                          SUPERSEDED SURVEY CONTROL
 AW4769
 AW4769  NGVD 29 (12/23/87)   31.315  (m)          102.74   (f) ADJUSTED    1 2
 AW4769
 AW4769.Superseded values are not recommended for survey control.
 AW4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4769.See file dsdata.txt to determine how the superseded data were derived.
 AW4769
 AW4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN282734(NAD 83)
 AW4769_MARKER: DB = BENCH MARK DISK
 AW4769_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW4769+WITH SETTING: PAVEMENT
 AW4769_SP_SET: WATER SPOUT BASE
 AW4769_STAMPING: T 306 1935
 AW4769_MARK LOGO: CGS   
 AW4769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4769+STABILITY: SURFACE MOTION
 AW4769
 AW4769  HISTORY     - Date     Condition        Report By
 AW4769  HISTORY     - 1935     MONUMENTED       CGS
 AW4769  HISTORY     - 1973     GOOD             NGS
 AW4769  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW4769  HISTORY     - 1987     GOOD             NGS
 AW4769  HISTORY     - 19931204 GOOD             USPSQD
 AW4769  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4769
 AW4769                          STATION DESCRIPTION
 AW4769
 AW4769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4769'IN ROSENBERG.
 AW4769'AT ROSENBERG, 0.07 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY
 AW4769'RAILROAD FROM THE CROSSING OF 3RD STREET, IN THE TOP OF THE SOUTHEAST
 AW4769'CORNER OF A 7- BY 9-FOOT CONCRETE BASE OF A FORMER WATER SPOUT WITH
 AW4769'TWO STEEL LIDS PROJECTING 0.2 FOOT ABOVE THE GROUND. 196.3 FEET
 AW4769'EAST-NORTHEAST AND ACROSS THE TRACKS FROM THE NORTHEAST CORNER OF THE
 AW4769'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 53.5 FEET NORTHEAST OF
 AW4769'THE NORTHWEST CORNER OF R.E.A. BUILDING, 3.9 FEET NORTH OF THE NORTH
 AW4769'RAIL OF MAIN TRACK, 10.4 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH
 AW4769'MOST SIDE TRACK, 42.5 FEET NORTH OF THE NORTH WALL OF THE R.E.A.
 AW4769'BUILDING, AND ABOUT LEVEL WITH THE TRACK.
 AW4769
 AW4769                          STATION RECOVERY (1987)
 AW4769
 AW4769'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW4769'MARK NOT FOUND.
 AW4769
 AW4769                          STATION RECOVERY (1987)
 AW4769
 AW4769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4769'RECOVERED IN GOOD CONDITION.
 AW4769
 AW4769                          STATION RECOVERY (1993)
 AW4769
 AW4769'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4769'RECOVERED IN GOOD CONDITION.
 AW4769
 AW4769                          STATION RECOVERY (1999)
 AW4769
 AW4769'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0351 ***********************************************************************
 AX0351  DESIGNATION -  T 307 RESET
 AX0351  PID         -  AX0351
 AX0351  STATE/COUNTY-  TX/WHARTON
 AX0351  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0351
 AX0351                         *CURRENT SURVEY CONTROL
 AX0351  ___________________________________________________________________
 AX0351* NAD 83(1986)-  29 07 36.     (N)    096 22 43.     (W)     SCALED    
 AX0351* NAVD 88     -        26.96   (+/-2cm)      88.5    (feet)  VERTCON   
 AX0351  ___________________________________________________________________
 AX0351  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0351
 AX0351  VERT ORDER  -  THIRD (See Below)
 AX0351
 AX0351.The horizontal coordinates were scaled from a topographic map and have
 AX0351.an estimated accuracy of +/- 6 seconds.
 AX0351
 AX0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0351.The vertical order pertains to the NGVD 29 superseded value.
 AX0351
 AX0351.The geoid height was determined by GEOID03.
 AX0351
 AX0351;                    North         East    Units  Estimated Accuracy
 AX0351;SPC TXSC     - 4,146,190.      855,060.      MT  (+/- 180 meters Scaled)
 AX0351
 AX0351                          SUPERSEDED SURVEY CONTROL
 AX0351
 AX0351  NGVD 29 (01/29/03)   26.97   (m)           88.5    (f) RESET       3  
 AX0351
 AX0351.Superseded values are not recommended for survey control.
 AX0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0351.See file dsdata.txt to determine how the superseded data were derived.
 AX0351
 AX0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT550248(NAD 83)
 AX0351_MARKER: DB = BENCH MARK DISK
 AX0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0351_STAMPING: T 307 1935 RESET 1947
 AX0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0351+STABILITY: SURFACE MOTION
 AX0351
 AX0351  HISTORY     - Date     Condition        Report By
 AX0351  HISTORY     - 1947     MONUMENTED       CGS
 AX0351  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0351
 AX0351                          STATION DESCRIPTION
 AX0351
 AX0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0351'2.2 MI NE FROM LOUISE.
 AX0351'2.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0351'STATION AT LOUISE, WHARTON COUNTY, 137.2 FEET EAST OF THE EAST CORNER
 AX0351'OF BRIDGE NO. 47.03, 38.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 8.4
 AX0351'FEET SOUTHWEST OF MILEPOST 47, IN LINE WITH A ROW OF POLES, 7.8 FEET
 AX0351'NORTHWEST OF A FENCE, 2.4 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AX0351'POST, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 AX0351'T 307 1935 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX0351'0.4 FOOT ABOVE GROUND.
 AX0351
 AX0351                          STATION RECOVERY (1987)
 AX0351
 AX0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0351'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0292 ***********************************************************************
 BL0292  DESIGNATION -  T 308
 BL0292  PID         -  BL0292
 BL0292  STATE/COUNTY-  TX/HARDIN
 BL0292  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0292
 BL0292                         *CURRENT SURVEY CONTROL
 BL0292  ___________________________________________________________________
 BL0292* NAD 83(1986)-  30 22 34.     (N)    094 18 52.     (W)     SCALED    
 BL0292* NAVD 88     -        24.23   (+/-2cm)      79.5    (feet)  VERTCON   
 BL0292  ___________________________________________________________________
 BL0292  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0292
 BL0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0292
 BL0292.The horizontal coordinates were scaled from a topographic map and have
 BL0292.an estimated accuracy of +/- 6 seconds.
 BL0292
 BL0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0292.The vertical order pertains to the NGVD 29 superseded value.
 BL0292
 BL0292.The geoid height was determined by GEOID03.
 BL0292
 BL0292;                    North         East    Units  Estimated Accuracy
 BL0292;SPC TX C     - 3,094,290.    1,278,220.      MT  (+/- 180 meters Scaled)
 BL0292
 BL0292                          SUPERSEDED SURVEY CONTROL
 BL0292
 BL0292  NGVD 29 (??/??/92)   24.233  (m)           79.50   (f) ADJ UNCH    2 0
 BL0292
 BL0292.Superseded values are not recommended for survey control.
 BL0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0292.See file dsdata.txt to determine how the superseded data were derived.
 BL0292
 BL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP737611(NAD 83)
 BL0292_MARKER: DB = BENCH MARK DISK
 BL0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0292_STAMPING: T 308
 BL0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0292+STABILITY: SURFACE MOTION
 BL0292
 BL0292  HISTORY     - Date     Condition        Report By
 BL0292  HISTORY     - UNK      MONUMENTED       TXGS
 BL0292  HISTORY     - 1934     GOOD             NGS
 BL0292  HISTORY     - 1955     MARK NOT FOUND   USGS
 BL0292  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 BL0292
 BL0292                          STATION DESCRIPTION
 BL0292
 BL0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0292'IN KOUNTZE.
 BL0292'AT KOUNTZE, HARDIN COUNTY, ON THE GULF, COLORADO AND SANTA FE RAILWAY,
 BL0292'AT THE CROSSING OF U.S. HIGHWAY 69, 39 FEET NORTH OF THE CENTERLINE OF
 BL0292'THE TRACK, AND 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. A STATE
 BL0292'SURVEY STANDARD DISK, STAMPED T 308 AND SET IN THE TOP OF A CONCRETE
 BL0292'POST.
 BL0292
 BL0292                          STATION RECOVERY (1955)
 BL0292
 BL0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BL0292'MARK NOT FOUND.
 BL0292
 BL0292                          STATION RECOVERY (1998)
 BL0292
 BL0292'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2471 ***********************************************************************
 AW2471  DESIGNATION -  T 310
 AW2471  PID         -  AW2471
 AW2471  STATE/COUNTY-  TX/JEFFERSON
 AW2471  USGS QUAD   -  CLAM LAKE (1993)
 AW2471
 AW2471                         *CURRENT SURVEY CONTROL
 AW2471  ___________________________________________________________________
 AW2471* NAD 83(1986)-  29 41 07.     (N)    094 00 14.     (W)     SCALED    
 AW2471* NAVD 88     -         1.36   (+/-2cm)       4.5    (feet)  VERTCON   
 AW2471  ___________________________________________________________________
 AW2471  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW2471
 AW2471  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2471
 AW2471.The horizontal coordinates were scaled from a topographic map and have
 AW2471.an estimated accuracy of +/- 6 seconds.
 AW2471
 AW2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2471.The vertical order pertains to the NGVD 29 superseded value.
 AW2471
 AW2471.The geoid height was determined by GEOID03.
 AW2471
 AW2471;                    North         East    Units  Estimated Accuracy
 AW2471;SPC TXSC     - 4,215,570.    1,083,370.      MT  (+/- 180 meters Scaled)
 AW2471
 AW2471                          SUPERSEDED SURVEY CONTROL
 AW2471
 AW2471  NGVD 29 (??/??/92)    1.353  (m)            4.44   (f) ADJ UNCH    1 2
 AW2471
 AW2471.Superseded values are not recommended for survey control.
 AW2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2471.See file dsdata.txt to determine how the superseded data were derived.
 AW2471
 AW2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN028843(NAD 83)
 AW2471_MARKER: DB = BENCH MARK DISK
 AW2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2471_STAMPING: T 310 1935
 AW2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2471+STABILITY: SURFACE MOTION
 AW2471
 AW2471  HISTORY     - Date     Condition        Report By
 AW2471  HISTORY     - 1935     MONUMENTED       CGS
 AW2471  HISTORY     - 1958     GOOD             NGS
 AW2471  HISTORY     - 1977     GOOD             NGS
 AW2471  HISTORY     - 1989     GOOD             USPSQD
 AW2471  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2471
 AW2471                          STATION DESCRIPTION
 AW2471
 AW2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2471'7.6 MI SW FROM SABINE PASS.
 AW2471'ABOUT 7.6 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AW2471'MONUMENT AT SABINE PASS, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW2471'HIGHWAY, ABOUT 0.45 MILE SOUTHWEST OF A SHELL ROAD LEADING NORTHWEST,
 AW2471'1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 AW2471'OF THE HIGHWAY, AND ON THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW2471
 AW2471                          STATION RECOVERY (1977)
 AW2471
 AW2471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW2471'RECOVERED IN GOOD CONDITION.
 AW2471
 AW2471                          STATION RECOVERY (1989)
 AW2471
 AW2471'RECOVERY NOTE BY US POWER SQUADRON 1989 (UNK)
 AW2471'RECOVERED IN GOOD CONDITION.
 AW2471
 AW2471                          STATION RECOVERY (2002)
 AW2471
 AW2471'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0262 ***********************************************************************
 BM0262  DESIGNATION -  T 311
 BM0262  PID         -  BM0262
 BM0262  STATE/COUNTY-  TX/LEE
 BM0262  USGS QUAD   -  TANGLEWOOD (1989)
 BM0262
 BM0262                         *CURRENT SURVEY CONTROL
 BM0262  ___________________________________________________________________
 BM0262* NAD 83(1986)-  30 28 08.     (N)    096 59 29.     (W)     SCALED    
 BM0262* NAVD 88     -       120.86   (+/-2cm)     396.5    (feet)  VERTCON   
 BM0262  ___________________________________________________________________
 BM0262  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0262
 BM0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0262
 BM0262.The horizontal coordinates were scaled from a topographic map and have
 BM0262.an estimated accuracy of +/- 6 seconds.
 BM0262
 BM0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0262.The vertical order pertains to the NGVD 29 superseded value.
 BM0262
 BM0262.The geoid height was determined by GEOID03.
 BM0262
 BM0262;                    North         East    Units  Estimated Accuracy
 BM0262;SPC TX C     - 3,093,750.    1,020,850.      MT  (+/- 180 meters Scaled)
 BM0262
 BM0262                          SUPERSEDED SURVEY CONTROL
 BM0262
 BM0262  NGVD 29 (??/??/92)  120.804  (m)          396.34   (f) ADJ UNCH    2 0
 BM0262
 BM0262.Superseded values are not recommended for survey control.
 BM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0262.See file dsdata.txt to determine how the superseded data were derived.
 BM0262
 BM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU928724(NAD 83)
 BM0262_MARKER: DB = BENCH MARK DISK
 BM0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0262_STAMPING: T 311 1935
 BM0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0262+STABILITY: SURFACE MOTION
 BM0262
 BM0262  HISTORY     - Date     Condition        Report By
 BM0262  HISTORY     - 1935     MONUMENTED       CGS
 BM0262  HISTORY     - 1960     GOOD             USGS
 BM0262
 BM0262                          STATION DESCRIPTION
 BM0262
 BM0262'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BM0262'2.0 MI S FROM TANGLEWOOD.
 BM0262'2.0 MILES SOUTH OF TANGLEWOOD, ALONG U.S. HIGHWAY 77, THENCE 0.2 MILE
 BM0262'EAST ALONG A BLACK TOP ROAD, 34 FEET SOUTH AND 44 FEET EAST OF THE
 BM0262'ROAD AND ABANDONED RAILROAD, 3 FEET SOUTHEAST OF A FENCE CORNER.  A
 BM0262'STANDARD DISK, STAMPED T 311 1935 AND SET FLUSH IN TOP OF A CONCRETE
 BM0262'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1294 ***********************************************************************
 BL1294  DESIGNATION -  T 312 RESET 1964
 BL1294  PID         -  BL1294
 BL1294  STATE/COUNTY-  TX/MONTGOMERY
 BL1294  USGS QUAD   -  CONROE (1976)
 BL1294
 BL1294                         *CURRENT SURVEY CONTROL
 BL1294  ___________________________________________________________________
 BL1294* NAD 83(1986)-  30 18 34.     (N)    095 29 22.     (W)     SCALED    
 BL1294* NAVD 88     -        56.77   (+/-2cm)     186.3    (feet)  VERTCON   
 BL1294  ___________________________________________________________________
 BL1294  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1294
 BL1294  VERT ORDER  -  THIRD (See Below)
 BL1294
 BL1294.The horizontal coordinates were scaled from a topographic map and have
 BL1294.an estimated accuracy of +/- 6 seconds.
 BL1294
 BL1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1294.The vertical order pertains to the NGVD 29 superseded value.
 BL1294
 BL1294.The geoid height was determined by GEOID03.
 BL1294
 BL1294;                    North         East    Units  Estimated Accuracy
 BL1294;SPC TX C     - 3,081,400.    1,165,740.      MT  (+/- 180 meters Scaled)
 BL1294
 BL1294                          SUPERSEDED SURVEY CONTROL
 BL1294
 BL1294  NGVD 29 (??/??/??)   56.77   (m)          186.3    (f) RESET       3  
 BL1294
 BL1294.Superseded values are not recommended for survey control.
 BL1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1294.See file dsdata.txt to determine how the superseded data were derived.
 BL1294
 BL1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP606557(NAD 83)
 BL1294_MARKER: DB = BENCH MARK DISK
 BL1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1294_STAMPING: T 312 RESET 1964
 BL1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1294+STABILITY: SURFACE MOTION
 BL1294
 BL1294  HISTORY     - Date     Condition        Report By
 BL1294  HISTORY     - 1964     MONUMENTED       CGS
 BL1294
 BL1294                          STATION DESCRIPTION
 BL1294
 BL1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL1294'2.0 MI W FROM CONROE.
 BL1294'ABOUT 0.6 MILE WEST ALONG COLLINS STREET FROM THE GULF, COLORADO AND
 BL1294'SANTA FE RAILROAD STATION AT CONROE, THENCE 0.2 MILE WEST ALONG
 BL1294'MONTGOMERY ROAD TO THE OVERPASS OF INTER STATE HIGHWAY 45, THENCE 1.2
 BL1294'MILES WEST ALONG FARM ROAD 2854 TO BENCH MARK.  63 FEET SOUTH OF THE
 BL1294'CENTER LINE OF ROAD, 33 FEET NORTH OF THE NORTH RAIL OF THE GULF,
 BL1294'COLORADO AND SANTA FE RAILROAD TRACKS, 4 FEET WEST OF THE 2ND POLE
 BL1294'EAST OF MILE POST 70, AND 1 FOOT EAST OF A METAL WITNESS POST.  A
 BL1294'STANDARD DISK SET IN A 12FT. X 12FT. CONCRETE POST WHICH PROJECTS 6
 BL1294'INCHES ABOVE GROUND.  IT IS AT TEXAS HIGHWAY DEPARTMENT BASE STATION
 BL1294'203 + 87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0023 ***********************************************************************
 BM0023  DESIGNATION -  T 313
 BM0023  PID         -  BM0023
 BM0023  STATE/COUNTY-  TX/BRAZOS
 BM0023  USGS QUAD   -  WELLBORN (1980)
 BM0023
 BM0023                         *CURRENT SURVEY CONTROL
 BM0023  ___________________________________________________________________
 BM0023* NAD 83(1986)-  30 30 09.     (N)    096 17 04.     (W)     SCALED    
 BM0023* NAVD 88     -        93.16   (+/-2cm)     305.6    (feet)  VERTCON   
 BM0023  ___________________________________________________________________
 BM0023  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BM0023
 BM0023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0023
 BM0023.The horizontal coordinates were scaled from a topographic map and have
 BM0023.an estimated accuracy of +/- 6 seconds.
 BM0023
 BM0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0023.The vertical order pertains to the NGVD 29 superseded value.
 BM0023
 BM0023.The geoid height was determined by GEOID03.
 BM0023
 BM0023;                    North         East    Units  Estimated Accuracy
 BM0023;SPC TX C     - 3,099,730.    1,088,560.      MT  (+/- 180 meters Scaled)
 BM0023
 BM0023                          SUPERSEDED SURVEY CONTROL
 BM0023
 BM0023  NGVD 29 (??/??/92)   93.136  (m)          305.56   (f) ADJ UNCH    2 0
 BM0023
 BM0023.Superseded values are not recommended for survey control.
 BM0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0023.See file dsdata.txt to determine how the superseded data were derived.
 BM0023
 BM0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU606776(NAD 83)
 BM0023_MARKER: DB = BENCH MARK DISK
 BM0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0023_STAMPING: T 313 1935
 BM0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0023+STABILITY: SURFACE MOTION
 BM0023
 BM0023  HISTORY     - Date     Condition        Report By
 BM0023  HISTORY     - 1935     MONUMENTED       CGS
 BM0023  HISTORY     - 1944     GOOD             NGS
 BM0023  HISTORY     - 1961     MARK NOT FOUND   USGS
 BM0023
 BM0023                          STATION DESCRIPTION
 BM0023
 BM0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BM0023'2.6 MI SE FROM WELLBORN.
 BM0023'2.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0023'STATION AT WELLBORN, BRAZOS COUNTY, 21 YARDS NORTHEAST OF MILEPOST 86,
 BM0023'13 YARDS NORTHEAST OF THE CENTERLINE OF THE TRACK, 10 YARDS SOUTHWEST
 BM0023'OF THE CENTERLINE OF MILLICAN ROAD, AND 5 FEET SOUTHWEST OF THE
 BM0023'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 313 1935 AND SET IN
 BM0023'THE TOP OF A CONCRETE POST.
 BM0023
 BM0023                          STATION RECOVERY (1961)
 BM0023
 BM0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BM0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0544 ***********************************************************************
 AY0544  DESIGNATION -  T 314
 AY0544  PID         -  AY0544
 AY0544  STATE/COUNTY-  TX/BEXAR
 AY0544  USGS QUAD   -  SAINT HEDWIG (1992)
 AY0544
 AY0544                         *CURRENT SURVEY CONTROL
 AY0544  ___________________________________________________________________
 AY0544* NAD 83(1986)-  29 22 59.     (N)    098 12 10.     (W)     SCALED    
 AY0544* NAVD 88     -       154.88   (+/-2cm)     508.1    (feet)  VERTCON   
 AY0544  ___________________________________________________________________
 AY0544  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AY0544
 AY0544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0544
 AY0544.The horizontal coordinates were scaled from a topographic map and have
 AY0544.an estimated accuracy of +/- 6 seconds.
 AY0544
 AY0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0544.The vertical order pertains to the NGVD 29 superseded value.
 AY0544
 AY0544.The geoid height was determined by GEOID03.
 AY0544
 AY0544;                    North         East    Units  Estimated Accuracy
 AY0544;SPC TXSC     - 4,172,010.      677,380.      MT  (+/- 180 meters Scaled)
 AY0544
 AY0544                          SUPERSEDED SURVEY CONTROL
 AY0544
 AY0544  NGVD 29 (??/??/92)  154.786  (m)          507.83   (f) ADJ UNCH    2 0
 AY0544
 AY0544.Superseded values are not recommended for survey control.
 AY0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0544.See file dsdata.txt to determine how the superseded data were derived.
 AY0544
 AY0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT773506(NAD 83)
 AY0544_MARKER: DB = BENCH MARK DISK
 AY0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0544_STAMPING: T-314 1935
 AY0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0544+STABILITY: SURFACE MOTION
 AY0544
 AY0544  HISTORY     - Date     Condition        Report By
 AY0544  HISTORY     - 1935     MONUMENTED       CGS
 AY0544  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0544
 AY0544                          STATION DESCRIPTION
 AY0544
 AY0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY0544'1.1 MI W FROM CARPENTER.
 AY0544'1.1 MILES WEST OF AND ALONG S. P. R. R. 420 YDS. WEST OF MILE POLE
 AY0544'121.  14 YDS. EAST OF CENTER LINE OF PRIVATE CROSS ROAD.  16 YDS.
 AY0544'SOUTH OF CENTER LINE OF TRACK.
 AY0544
 AY0544                          STATION RECOVERY (2003)
 AY0544
 AY0544'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2013 ***********************************************************************
 AX2013  DESIGNATION -  T 315
 AX2013  PID         -  AX2013
 AX2013  STATE/COUNTY-  TX/GONZALES
 AX2013  USGS QUAD   -  SAMPLE (1987)
 AX2013
 AX2013                         *CURRENT SURVEY CONTROL
 AX2013  ___________________________________________________________________
 AX2013* NAD 83(1986)-  29 14 29.     (N)    097 32 26.     (W)     SCALED    
 AX2013* NAVD 88     -        71.28   (+/-2cm)     233.9    (feet)  VERTCON   
 AX2013  ___________________________________________________________________
 AX2013  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AX2013
 AX2013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2013
 AX2013.The horizontal coordinates were scaled from a topographic map and have
 AX2013.an estimated accuracy of +/- 6 seconds.
 AX2013
 AX2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2013.The vertical order pertains to the NGVD 29 superseded value.
 AX2013
 AX2013.The geoid height was determined by GEOID03.
 AX2013
 AX2013;                    North         East    Units  Estimated Accuracy
 AX2013;SPC TXSC     - 4,156,940.      741,850.      MT  (+/- 180 meters Scaled)
 AX2013
 AX2013                          SUPERSEDED SURVEY CONTROL
 AX2013
 AX2013  NGVD 29 (??/??/92)   71.262  (m)          233.80   (f) ADJ UNCH    2 0
 AX2013
 AX2013.Superseded values are not recommended for survey control.
 AX2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2013.See file dsdata.txt to determine how the superseded data were derived.
 AX2013
 AX2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT418356(NAD 83)
 AX2013_MARKER: DB = BENCH MARK DISK
 AX2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2013_STAMPING: T-315 1935
 AX2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2013+STABILITY: SURFACE MOTION
 AX2013
 AX2013  HISTORY     - Date     Condition        Report By
 AX2013  HISTORY     - 1935     MONUMENTED       CGS
 AX2013
 AX2013                          STATION DESCRIPTION
 AX2013
 AX2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX2013'6.4 MI E FROM SMILEY.
 AX2013'6.4 MILES EAST OF AND ALONG S. P. R. R. 19 YDS. SOUTHWEST OF CENTER
 AX2013'LINE OF TRACK.  95 YDS. SOUTHEAST OF EAST END OF TRESTLE 75 C.  NEAR
 AX2013'TOP OF A RIDGE THROUGH WHICH TRACK CUTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1866 ***********************************************************************
 AX1866  DESIGNATION -  T 316
 AX1866  PID         -  AX1866
 AX1866  STATE/COUNTY-  TX/WILSON
 AX1866  USGS QUAD   -  ALUM (1987)
 AX1866
 AX1866                         *CURRENT SURVEY CONTROL
 AX1866  ___________________________________________________________________
 AX1866* NAD 83(1986)-  29 16 25.     (N)    097 58 01.     (W)     SCALED    
 AX1866* NAVD 88     -       143.86   (+/-2cm)     472.0    (feet)  VERTCON   
 AX1866  ___________________________________________________________________
 AX1866  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AX1866
 AX1866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1866
 AX1866.The horizontal coordinates were scaled from a topographic map and have
 AX1866.an estimated accuracy of +/- 6 seconds.
 AX1866
 AX1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1866.The vertical order pertains to the NGVD 29 superseded value.
 AX1866
 AX1866.The geoid height was determined by GEOID03.
 AX1866
 AX1866;                    North         East    Units  Estimated Accuracy
 AX1866;SPC TXSC     - 4,160,060.      700,380.      MT  (+/- 180 meters Scaled)
 AX1866
 AX1866                          SUPERSEDED SURVEY CONTROL
 AX1866
 AX1866  NGVD 29 (??/??/92)  143.796  (m)          471.77   (f) ADJ UNCH    2 0
 AX1866
 AX1866.Superseded values are not recommended for survey control.
 AX1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1866.See file dsdata.txt to determine how the superseded data were derived.
 AX1866
 AX1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT003387(NAD 83)
 AX1866_MARKER: DB = BENCH MARK DISK
 AX1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1866_STAMPING: T 316 1935
 AX1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1866+STABILITY: SURFACE MOTION
 AX1866
 AX1866  HISTORY     - Date     Condition        Report By
 AX1866  HISTORY     - 1935     MONUMENTED       CGS
 AX1866  HISTORY     - 1943     GOOD             NGS
 AX1866  HISTORY     - 19960914 GOOD             USPSQD
 AX1866  HISTORY     - 20030517 GOOD             USPSQD
 AX1866
 AX1866                          STATION DESCRIPTION
 AX1866
 AX1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1866'2.6 MI NW FROM STOCKDALE.
 AX1866'TO REACH FROM THE CROSSING OF STATE HIGHWAY NO. 123 AND U.S. HIGHWAY
 AX1866'NO. 87 AT STOCKDALE, PROCEED 2.6 MILES NORTHWESTERLY ALONG STATE
 AX1866'HIGHWAY NO. 123 TO THE TOP OF A SMALL HILL AND SITE OF BENCH MARK.
 AX1866'BENCH MARK IS ABOUT MIDWAY BETWEEN TWO CONCRETE HIGHWAY CULVERTS AND
 AX1866'AT THE TOP OF A SMALL HILL.  IT IS 0.25 MILE NORTH OF THE INTERSECTION
 AX1866'OF A DIRT CROSS ROAD, 47.0 YARDS NORTH OF A T FENCE RUNNING SOUTHWEST,
 AX1866'50.9 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1866'THE HIGHWAY, 2.8 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1866'MONUMENT PROJECTS 0.3 FOOT.  A DISK SET IN A CONCRETE POST.
 AX1866
 AX1866                          STATION RECOVERY (1996)
 AX1866
 AX1866'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1866'RECOVERED IN GOOD CONDITION.
 AX1866
 AX1866                          STATION RECOVERY (2003)
 AX1866
 AX1866'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0516 ***********************************************************************
 BZ0516  DESIGNATION -  T 319
 BZ0516  PID         -  BZ0516
 BZ0516  STATE/COUNTY-  TX/FALLS
 BZ0516  USGS QUAD   -  REAGAN (1978)
 BZ0516
 BZ0516                         *CURRENT SURVEY CONTROL
 BZ0516  ___________________________________________________________________
 BZ0516* NAD 83(1986)-  31 13 46.     (N)    096 48 15.     (W)     SCALED    
 BZ0516* NAVD 88     -       112.86   (+/-2cm)     370.3    (feet)  VERTCON   
 BZ0516  ___________________________________________________________________
 BZ0516  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BZ0516
 BZ0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0516
 BZ0516.The horizontal coordinates were scaled from a topographic map and have
 BZ0516.an estimated accuracy of +/- 6 seconds.
 BZ0516
 BZ0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0516.The vertical order pertains to the NGVD 29 superseded value.
 BZ0516
 BZ0516.The geoid height was determined by GEOID03.
 BZ0516
 BZ0516;                    North         East    Units  Estimated Accuracy
 BZ0516;SPC TX C     - 3,178,580.    1,036,150.      MT  (+/- 180 meters Scaled)
 BZ0516
 BZ0516                          SUPERSEDED SURVEY CONTROL
 BZ0516
 BZ0516  NGVD 29 (??/??/92)  112.817  (m)          370.13   (f) ADJ UNCH    2 0
 BZ0516
 BZ0516.Superseded values are not recommended for survey control.
 BZ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0516.See file dsdata.txt to determine how the superseded data were derived.
 BZ0516
 BZ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV091571(NAD 83)
 BZ0516_MARKER: DB = BENCH MARK DISK
 BZ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0516_STAMPING: T 319 1935
 BZ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0516+STABILITY: SURFACE MOTION
 BZ0516
 BZ0516  HISTORY     - Date     Condition        Report By
 BZ0516  HISTORY     - 1935     MONUMENTED       CGS
 BZ0516  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ0516  HISTORY     - 20031010 GOOD             USPSQD
 BZ0516
 BZ0516                          STATION DESCRIPTION
 BZ0516
 BZ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0516'1.4 MI N FROM REAGAN.
 BZ0516'1.4 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0516'STATION AT REAGAN, FALLS COUNTY, AT MILEPOST 10, AT A ROAD CROSSING,
 BZ0516'43 FEET EAST OF THE CENTERLINE OF THE TRACK, 32 FEET SOUTH OF THE
 BZ0516'CENTERLINE OF THE ROAD, AND 8 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 BZ0516'CORNER.  A STANDARD DISK, STAMPED T 319 1935 AND SET IN THE TOP OF A
 BZ0516'CONCRETE POST.
 BZ0516
 BZ0516                          STATION RECOVERY (2001)
 BZ0516
 BZ0516'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0516'MARK NOT FOUND.
 BZ0516
 BZ0516                          STATION RECOVERY (2003)
 BZ0516
 BZ0516'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0535 ***********************************************************************
 BZ0535  DESIGNATION -  T 320
 BZ0535  PID         -  BZ0535
 BZ0535  STATE/COUNTY-  TX/LIMESTONE
 BZ0535  USGS QUAD   -  KOSSE EAST (1978)
 BZ0535
 BZ0535                         *CURRENT SURVEY CONTROL
 BZ0535  ___________________________________________________________________
 BZ0535* NAD 83(1986)-  31 20 01.     (N)    096 36 50.     (W)     SCALED    
 BZ0535* NAVD 88     -       144.77   (+/-2cm)     475.0    (feet)  VERTCON   
 BZ0535  ___________________________________________________________________
 BZ0535  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BZ0535
 BZ0535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0535
 BZ0535.The horizontal coordinates were scaled from a topographic map and have
 BZ0535.an estimated accuracy of +/- 6 seconds.
 BZ0535
 BZ0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0535.The vertical order pertains to the NGVD 29 superseded value.
 BZ0535
 BZ0535.The geoid height was determined by GEOID03.
 BZ0535
 BZ0535;                    North         East    Units  Estimated Accuracy
 BZ0535;SPC TX C     - 3,190,710.    1,053,880.      MT  (+/- 180 meters Scaled)
 BZ0535
 BZ0535                          SUPERSEDED SURVEY CONTROL
 BZ0535
 BZ0535  NGVD 29 (??/??/92)  144.726  (m)          474.82   (f) ADJ UNCH    2 0
 BZ0535
 BZ0535.Superseded values are not recommended for survey control.
 BZ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0535.See file dsdata.txt to determine how the superseded data were derived.
 BZ0535
 BZ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV270690(NAD 83)
 BZ0535_MARKER: DB = BENCH MARK DISK
 BZ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0535_STAMPING: T 320 1935
 BZ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0535+STABILITY: SURFACE MOTION
 BZ0535
 BZ0535  HISTORY     - Date     Condition        Report By
 BZ0535  HISTORY     - 1935     MONUMENTED       CGS
 BZ0535
 BZ0535                          STATION DESCRIPTION
 BZ0535
 BZ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0535'2.1 MI S FROM KOSSE.
 BZ0535'2.1 MI N OF AND ALONG THE SOUTHERN PACIFIC RR AT A JOG IN THE R/W
 BZ0535'FENCE.  37 FEET E OF CENTER OF TRACK AND AT THE CORNER OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0716 ***********************************************************************
 BZ0716  DESIGNATION -  T 321
 BZ0716  PID         -  BZ0716
 BZ0716  STATE/COUNTY-  TX/MCLENNAN
 BZ0716  USGS QUAD   -  WACO EAST (1975)
 BZ0716
 BZ0716                         *CURRENT SURVEY CONTROL
 BZ0716  ___________________________________________________________________
 BZ0716* NAD 83(1986)-  31 36 34.     (N)    097 05 37.     (W)     SCALED    
 BZ0716* NAVD 88     -       142.841  (meters)     468.64   (feet)  ADJUSTED  
 BZ0716  ___________________________________________________________________
 BZ0716  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BZ0716  DYNAMIC HT  -         142.663 (meters)     468.05  (feet)  COMP
 BZ0716  MODELED GRAV-     979,393.3   (mgal)                       NAVD 88
 BZ0716
 BZ0716  VERT ORDER  -  FIRST     CLASS II
 BZ0716
 BZ0716.The horizontal coordinates were scaled from a topographic map and have
 BZ0716.an estimated accuracy of +/- 6 seconds.
 BZ0716
 BZ0716.The orthometric height was determined by differential leveling
 BZ0716.and adjusted by the National Geodetic Survey in June 1991..
 BZ0716
 BZ0716.The geoid height was determined by GEOID03.
 BZ0716
 BZ0716.The dynamic height is computed by dividing the NAVD 88
 BZ0716.geopotential number by the normal gravity value computed on the
 BZ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0716.degrees latitude (g = 980.6199 gals.).
 BZ0716
 BZ0716.The modeled gravity was interpolated from observed gravity values.
 BZ0716
 BZ0716;                    North         East    Units  Estimated Accuracy
 BZ0716;SPC TX C     - 3,219,850.    1,007,360.      MT  (+/- 180 meters Scaled)
 BZ0716
 BZ0716                          SUPERSEDED SURVEY CONTROL
 BZ0716
 BZ0716  NGVD 29 (??/??/92)  142.778  (m)          468.43   (f) ADJ UNCH    1 2
 BZ0716
 BZ0716.Superseded values are not recommended for survey control.
 BZ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0716.See file dsdata.txt to determine how the superseded data were derived.
 BZ0716
 BZ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV808987(NAD 83)
 BZ0716_MARKER: DB = BENCH MARK DISK
 BZ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0716_STAMPING: T 321 1935
 BZ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0716+STABILITY: SURFACE MOTION
 BZ0716
 BZ0716  HISTORY     - Date     Condition        Report By
 BZ0716  HISTORY     - 1935     MONUMENTED       CGS
 BZ0716  HISTORY     - 1944     GOOD             NGS
 BZ0716  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0716  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0716  HISTORY     - 20010317 GOOD             USPSQD
 BZ0716
 BZ0716                          STATION DESCRIPTION
 BZ0716
 BZ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0716'4.0 MI S FROM ELM MOTT.
 BZ0716'4.0 MILES SOUTH OF AND ALONG THE M.K.T.R.R. AT A PRIVATE ROAD
 BZ0716'CROSSING.  8 FEET NORTH OF THE WEST GATE TO THE CROSSING.  49 FEET
 BZ0716'WEST OF CENTER OF THE TRACK.  1 FOOT EAST OF THE RIGHT OF WAY FENCE.
 BZ0716
 BZ0716                          STATION RECOVERY (1944)
 BZ0716
 BZ0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BZ0716'RECOVERED IN GOOD CONDITION.
 BZ0716
 BZ0716                          STATION RECOVERY (1980)
 BZ0716
 BZ0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0716'MARK NOT FOUND.
 BZ0716
 BZ0716                          STATION RECOVERY (1995)
 BZ0716
 BZ0716'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0716'MARK NOT FOUND.
 BZ0716
 BZ0716                          STATION RECOVERY (2001)
 BZ0716
 BZ0716'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ0716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0070 ***********************************************************************
 BN0070  DESIGNATION -  T 322
 BN0070  PID         -  BN0070
 BN0070  STATE/COUNTY-  TX/BLANCO
 BN0070  USGS QUAD   -  ROUND MOUNTAIN (1986)
 BN0070
 BN0070                         *CURRENT SURVEY CONTROL
 BN0070  ___________________________________________________________________
 BN0070* NAD 83(1986)-  30 28 03.     (N)    098 19 37.     (W)     SCALED    
 BN0070* NAVD 88     -       368.582  (meters)    1209.26   (feet)  ADJUSTED  
 BN0070  ___________________________________________________________________
 BN0070  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 BN0070  DYNAMIC HT  -         368.083 (meters)    1207.62  (feet)  COMP
 BN0070  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 BN0070
 BN0070  VERT ORDER  -  SECOND    CLASS 0
 BN0070
 BN0070.The horizontal coordinates were scaled from a topographic map and have
 BN0070.an estimated accuracy of +/- 6 seconds.
 BN0070
 BN0070.The orthometric height was determined by differential leveling
 BN0070.and adjusted by the National Geodetic Survey in June 1991..
 BN0070
 BN0070.The geoid height was determined by GEOID03.
 BN0070
 BN0070.The dynamic height is computed by dividing the NAVD 88
 BN0070.geopotential number by the normal gravity value computed on the
 BN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0070.degrees latitude (g = 980.6199 gals.).
 BN0070
 BN0070.The modeled gravity was interpolated from observed gravity values.
 BN0070
 BN0070;                    North         East    Units  Estimated Accuracy
 BN0070;SPC TX C     - 3,090,520.      892,650.      MT  (+/- 180 meters Scaled)
 BN0070
 BN0070                          SUPERSEDED SURVEY CONTROL
 BN0070
 BN0070  NGVD 29 (??/??/92)  368.511  (m)         1209.02   (f) ADJ UNCH    2 0
 BN0070
 BN0070.Superseded values are not recommended for survey control.
 BN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0070.See file dsdata.txt to determine how the superseded data were derived.
 BN0070
 BN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU646707(NAD 83)
 BN0070_MARKER: DB = BENCH MARK DISK
 BN0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0070_STAMPING: T-322 1935
 BN0070_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0070+STABILITY: SURFACE MOTION
 BN0070
 BN0070  HISTORY     - Date     Condition        Report By
 BN0070  HISTORY     - 1935     MONUMENTED       CGS
 BN0070  HISTORY     - 1967     GOOD             USGS
 BN0070  HISTORY     - 19910318 GOOD             USPSQD
 BN0070  HISTORY     - 19990916 GOOD             TXDOT
 BN0070
 BN0070                          STATION DESCRIPTION
 BN0070
 BN0070'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0070'8.0 MI S FROM MARBLE FALLS.
 BN0070'IN BLANCO COUNTY, 8.0 MILES SOUTH OF MARBLE FALLS, BURNET COUNTY. THIS
 BN0070'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.1 MILES EAST
 BN0070'ALONG AN OILED STREET, THENCE 7.9 MILES SOUTH ALONG U. S. HIGHWAY 281.
 BN0070'IT IS 95 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 BN0070'SOUTHEAST OF A STEEL CATTLEGUARD AND A ROAD LEADING TO THE T.P. RANCH,
 BN0070'4 FEET WEST OF A FENCE, AND 3 FEET NORTH OF A WHITE WOODEN POST. A
 BN0070'STANDARD DISK, STAMPED T-322 1935 AND SET IN THE TOP OF A CONCRETE
 BN0070'POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 BN0070
 BN0070                          STATION RECOVERY (1991)
 BN0070
 BN0070'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0070'RECOVERED IN GOOD CONDITION.
 BN0070
 BN0070                          STATION RECOVERY (1999)
 BN0070
 BN0070'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0070'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0212 ***********************************************************************
 AY0212  DESIGNATION -  T 323
 AY0212  PID         -  AY0212
 AY0212  STATE/COUNTY-  TX/COMAL
 AY0212  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0212
 AY0212                         *CURRENT SURVEY CONTROL
 AY0212  ___________________________________________________________________
 AY0212* NAD 83(1986)-  29 42 52.     (N)    098 09 31.     (W)     SCALED    
 AY0212* NAVD 88     -       259.768  (meters)     852.26   (feet)  ADJUSTED  
 AY0212  ___________________________________________________________________
 AY0212  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY0212  DYNAMIC HT  -         259.395 (meters)     851.03  (feet)  COMP
 AY0212  MODELED GRAV-     979,201.6   (mgal)                       NAVD 88
 AY0212
 AY0212  VERT ORDER  -  FIRST     CLASS II
 AY0212
 AY0212.The horizontal coordinates were scaled from a topographic map and have
 AY0212.an estimated accuracy of +/- 6 seconds.
 AY0212
 AY0212.The orthometric height was determined by differential leveling
 AY0212.and adjusted by the National Geodetic Survey in June 1991..
 AY0212
 AY0212.The geoid height was determined by GEOID03.
 AY0212
 AY0212.The dynamic height is computed by dividing the NAVD 88
 AY0212.geopotential number by the normal gravity value computed on the
 AY0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0212.degrees latitude (g = 980.6199 gals.).
 AY0212
 AY0212.The modeled gravity was interpolated from observed gravity values.
 AY0212
 AY0212;                    North         East    Units  Estimated Accuracy
 AY0212;SPC TXSC     - 4,208,770.      681,400.      MT  (+/- 180 meters Scaled)
 AY0212
 AY0212                          SUPERSEDED SURVEY CONTROL
 AY0212
 AY0212  NGVD 29 (??/??/92)  259.658  (m)          851.89   (f) ADJ UNCH    1 2
 AY0212
 AY0212.Superseded values are not recommended for survey control.
 AY0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0212.See file dsdata.txt to determine how the superseded data were derived.
 AY0212
 AY0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT813874(NAD 83)
 AY0212_MARKER: DB = BENCH MARK DISK
 AY0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0212_STAMPING: T 323 1935
 AY0212_MARK LOGO: CGS   
 AY0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0212+STABILITY: SURFACE MOTION
 AY0212
 AY0212  HISTORY     - Date     Condition        Report By
 AY0212  HISTORY     - 1935     MONUMENTED       CGS
 AY0212  HISTORY     - 1953     GOOD             NGS
 AY0212  HISTORY     - 1980     GOOD             NGS
 AY0212  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY0212  HISTORY     - 1988     GOOD             USPSQD
 AY0212  HISTORY     - 1989     GOOD             USPSQD
 AY0212  HISTORY     - 1989     GOOD             USPSQD
 AY0212  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0212  HISTORY     - 19990925 GOOD             USPSQD
 AY0212
 AY0212                          STATION DESCRIPTION
 AY0212
 AY0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0212'2.3 MI NW FROM NEW BRAUNFELS.
 AY0212'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT NEW
 AY0212'BRAUNFELS, 69 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16
 AY0212'FEET NORTHWEST OF THE CENTER LINE OF AN OILED ROAD LEADING SOUTHWEST,
 AY0212'3.6 FEET WEST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A WITNESS POST,
 AY0212'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AY0212'GROUND.
 AY0212
 AY0212                          STATION RECOVERY (1980)
 AY0212
 AY0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0212'IN NEW BRAUNFELS, AT THE JUNCTION OF LOOP 337 AND STATE HIGHWAY 46 AT
 AY0212'THE NORTHWEST EDGE OF NEW BRAUNFELS, AT THE JUNCTION OF A PAVED DRIVE
 AY0212'LEADING WEST AND UPHILL TO TRIANGULATION STATION MISSION ECC,
 AY0212'19.5 METERS (64.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AY0212'4.9 METERS (16.0 FT) NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD,
 AY0212'0.8 METER (2.5 FT) SOUTHWEST OF A CORNER FENCE POST, 5.5 METERS
 AY0212'(18.0 FT) SOUTH OF A POWERLINE POLE.
 AY0212'THE MARK IS 0.6 METERS  SSW FROM A WITNESS POST.
 AY0212'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AY0212
 AY0212                          STATION RECOVERY (1987)
 AY0212
 AY0212'RECOVERY NOTE BY US POWER SQUADRON 1987 (RB)
 AY0212'MARK NOT FOUND.
 AY0212
 AY0212                          STATION RECOVERY (1988)
 AY0212
 AY0212'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0212'RECOVERED IN GOOD CONDITION.
 AY0212
 AY0212                          STATION RECOVERY (1989)
 AY0212
 AY0212'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0212'RECOVERED IN GOOD CONDITION.
 AY0212
 AY0212                          STATION RECOVERY (1989)
 AY0212
 AY0212'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY0212'RECOVERED IN GOOD CONDITION.
 AY0212
 AY0212                          STATION RECOVERY (1993)
 AY0212
 AY0212'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0212'MARK NOT FOUND.
 AY0212
 AY0212                          STATION RECOVERY (1999)
 AY0212
 AY0212'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0162 ***********************************************************************
 AO0162  DESIGNATION -  T 324
 AO0162  PID         -  AO0162
 AO0162  STATE/COUNTY-  TX/ATASCOSA
 AO0162  USGS QUAD   -  JOURDANTON (1968)
 AO0162
 AO0162                         *CURRENT SURVEY CONTROL
 AO0162  ___________________________________________________________________
 AO0162* NAD 83(1986)-  28 58 23.     (N)    098 34 25.     (W)     SCALED    
 AO0162* NAVD 88     -       132.042  (meters)     433.21   (feet)  ADJUSTED  
 AO0162  ___________________________________________________________________
 AO0162  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AO0162  DYNAMIC HT  -         131.851 (meters)     432.58  (feet)  COMP
 AO0162  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 AO0162
 AO0162  VERT ORDER  -  SECOND    CLASS 0
 AO0162
 AO0162.The horizontal coordinates were scaled from a topographic map and have
 AO0162.an estimated accuracy of +/- 6 seconds.
 AO0162
 AO0162.The orthometric height was determined by differential leveling
 AO0162.and adjusted by the National Geodetic Survey in June 1991..
 AO0162
 AO0162.The geoid height was determined by GEOID03.
 AO0162
 AO0162.The dynamic height is computed by dividing the NAVD 88
 AO0162.geopotential number by the normal gravity value computed on the
 AO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0162.degrees latitude (g = 980.6199 gals.).
 AO0162
 AO0162.The modeled gravity was interpolated from observed gravity values.
 AO0162
 AO0162;                    North         East    Units  Estimated Accuracy
 AO0162;SPC TXSC     - 4,126,390.      641,550.      MT  (+/- 180 meters Scaled)
 AO0162
 AO0162                          SUPERSEDED SURVEY CONTROL
 AO0162
 AO0162  NGVD 29 (??/??/92)  131.986  (m)          433.02   (f) ADJ UNCH    2 0
 AO0162
 AO0162.Superseded values are not recommended for survey control.
 AO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0162.See file dsdata.txt to determine how the superseded data were derived.
 AO0162
 AO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT415050(NAD 83)
 AO0162_MARKER: DB = BENCH MARK DISK
 AO0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0162_SP_SET: BRIDGE ABUTMENT
 AO0162_STAMPING: T 324 1935
 AO0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0162
 AO0162  HISTORY     - Date     Condition        Report By
 AO0162  HISTORY     - 1935     MONUMENTED       CGS
 AO0162  HISTORY     - 1968     GOOD             USGS
 AO0162  HISTORY     - 19970418 GOOD             USPSQD
 AO0162  HISTORY     - 20050521 GOOD             USPSQD
 AO0162
 AO0162                          STATION DESCRIPTION
 AO0162
 AO0162'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0162'2.8 MI NW FROM JOURDANTON JUNCTION.
 AO0162'JOURDANTON, JUNCTION OF HIGHWAYS 16 AND 97, 4.15 MILES NORTH ALONG
 AO0162'STATE HIGHWAY 16, 300 FEET NORTH ALONG HIGHWAY AND 150 FEET EAST
 AO0162'NORMAL TO HIGHWAY FROM CROSS ROADS.  A STANDARD BRONZE DISK, STAMPED T
 AO0162'324 1935, SET IN THE TOP EAST END OF THE SOUTH OLD CONCRETE RAILROAD
 AO0162'BRIDGE ABUTMENT.  6.0 FEET ABOVE THE GROUND.
 AO0162
 AO0162                          STATION RECOVERY (1997)
 AO0162
 AO0162'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0162'RECOVERED IN GOOD CONDITION.
 AO0162
 AO0162                          STATION RECOVERY (2005)
 AO0162
 AO0162'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AO0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0228 ***********************************************************************
 BM0228  DESIGNATION -  T 325
 BM0228  PID         -  BM0228
 BM0228  STATE/COUNTY-  TX/WASHINGTON
 BM0228  USGS QUAD   -  BURTON (1989)
 BM0228
 BM0228                         *CURRENT SURVEY CONTROL
 BM0228  ___________________________________________________________________
 BM0228* NAD 83(1986)-  30 09 40.     (N)    096 31 39.     (W)     SCALED    
 BM0228* NAVD 88     -        94.87   (+/-2cm)     311.3    (feet)  VERTCON   
 BM0228  ___________________________________________________________________
 BM0228  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BM0228
 BM0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0228
 BM0228.The horizontal coordinates were scaled from a topographic map and have
 BM0228.an estimated accuracy of +/- 6 seconds.
 BM0228
 BM0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0228.The vertical order pertains to the NGVD 29 superseded value.
 BM0228
 BM0228.The geoid height was determined by GEOID03.
 BM0228
 BM0228;                    North         East    Units  Estimated Accuracy
 BM0228;SPC TX C     - 3,061,080.    1,066,540.      MT  (+/- 180 meters Scaled)
 BM0228
 BM0228                          SUPERSEDED SURVEY CONTROL
 BM0228
 BM0228  NGVD 29 (??/??/92)   94.829  (m)          311.12   (f) ADJ UNCH    2 0
 BM0228
 BM0228.Superseded values are not recommended for survey control.
 BM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0228.See file dsdata.txt to determine how the superseded data were derived.
 BM0228
 BM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU381392(NAD 83)
 BM0228_MARKER: DB = BENCH MARK DISK
 BM0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0228_SP_SET: WALL
 BM0228_STAMPING: T 325 1935
 BM0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0228
 BM0228  HISTORY     - Date     Condition        Report By
 BM0228  HISTORY     - 1935     MONUMENTED       CGS
 BM0228  HISTORY     - 1954     GOOD             NGS
 BM0228  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0228  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0228
 BM0228                          STATION DESCRIPTION
 BM0228
 BM0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0228'1.8 MI W FROM MILL CREEK.
 BM0228'1.8 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0228'STATION SIGN AT MILL CREEK, 0.2 MILE WEST OF MILEPOST 29, 5 FEET NORTH
 BM0228'OF THE NORTH RAIL, SET IN THE TOP OF THE WEST END OF THE NORTH
 BM0228'RETAINING WALL OF CONCRETE BRIDGE 29 B.
 BM0228
 BM0228                          STATION RECOVERY (1994)
 BM0228
 BM0228'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0228'MARK NOT FOUND.
 BM0228
 BM0228                          STATION RECOVERY (1999)
 BM0228
 BM0228'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0242 ***********************************************************************
 BM0242  DESIGNATION -  T 326
 BM0242  PID         -  BM0242
 BM0242  STATE/COUNTY-  TX/LEE
 BM0242  USGS QUAD   -  GIDDINGS (1988)
 BM0242
 BM0242                         *CURRENT SURVEY CONTROL
 BM0242  ___________________________________________________________________
 BM0242* NAD 83(1986)-  30 11 07.     (N)    096 57 54.     (W)     SCALED    
 BM0242* NAVD 88     -       146.16   (+/-2cm)     479.5    (feet)  VERTCON   
 BM0242  ___________________________________________________________________
 BM0242  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BM0242
 BM0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0242
 BM0242.The horizontal coordinates were scaled from a topographic map and have
 BM0242.an estimated accuracy of +/- 6 seconds.
 BM0242
 BM0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0242.The vertical order pertains to the NGVD 29 superseded value.
 BM0242
 BM0242.The geoid height was determined by GEOID03.
 BM0242
 BM0242;                    North         East    Units  Estimated Accuracy
 BM0242;SPC TX C     - 3,062,400.    1,024,340.      MT  (+/- 180 meters Scaled)
 BM0242
 BM0242                          SUPERSEDED SURVEY CONTROL
 BM0242
 BM0242  NGVD 29 (??/??/92)  146.097  (m)          479.32   (f) ADJ UNCH    2 0
 BM0242
 BM0242.Superseded values are not recommended for survey control.
 BM0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0242.See file dsdata.txt to determine how the superseded data were derived.
 BM0242
 BM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU959410(NAD 83)
 BM0242_MARKER: DB = BENCH MARK DISK
 BM0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0242_SP_SET: FOUNDATION
 BM0242_STAMPING: T 326 1935
 BM0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0242
 BM0242  HISTORY     - Date     Condition        Report By
 BM0242  HISTORY     - 1935     MONUMENTED       CGS
 BM0242  HISTORY     - 1938     GOOD             NGS
 BM0242
 BM0242                          STATION DESCRIPTION
 BM0242
 BM0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0242'1.5 MI W FROM GIDDINGS.
 BM0242'1.5 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0242'GIDDINGS, LEE COUNTY, 420 YARDS WEST OF MILEPOST 57, 23 YARDS NORTH OF
 BM0242'THE CENTERLINE OF STATE HIGHWAY 20, AT CULVERT 57 B, IN THE TOP OF THE
 BM0242'WEST END OF THE SOUTH CONCRETE FOUNDATION, AND 12 FEET SOUTH OF THE
 BM0242'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED T 326 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0652 ***********************************************************************
 BM0652  DESIGNATION -  T 328
 BM0652  PID         -  BM0652
 BM0652  STATE/COUNTY-  TX/TRAVIS
 BM0652  USGS QUAD   -  AUSTIN WEST (1988)
 BM0652
 BM0652                         *CURRENT SURVEY CONTROL
 BM0652  ___________________________________________________________________
 BM0652* NAD 83(1986)-  30 15 38.     (N)    097 45 17.     (W)     SCALED    
 BM0652* NAVD 88     -       143.12   (+/-2cm)     469.6    (feet)  VERTCON   
 BM0652  ___________________________________________________________________
 BM0652  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BM0652
 BM0652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0652
 BM0652.The horizontal coordinates were scaled from a topographic map and have
 BM0652.an estimated accuracy of +/- 6 seconds.
 BM0652
 BM0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0652.The vertical order pertains to the NGVD 29 superseded value.
 BM0652
 BM0652.The geoid height was determined by GEOID03.
 BM0652
 BM0652;                    North         East    Units  Estimated Accuracy
 BM0652;SPC TX C     - 3,068,710.      948,120.      MT  (+/- 180 meters Scaled)
 BM0652
 BM0652                          SUPERSEDED SURVEY CONTROL
 BM0652
 BM0652  NGVD 29 (??/??/92)  143.04   (m)          469.3    (f) COMPUTED    2 0
 BM0652
 BM0652.Superseded values are not recommended for survey control.
 BM0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0652.See file dsdata.txt to determine how the superseded data were derived.
 BM0652
 BM0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU197483(NAD 83)
 BM0652_MARKER: DB = BENCH MARK DISK
 BM0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0652_SP_SET: FOUNDATION
 BM0652_STAMPING: T 328 1935
 BM0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0652
 BM0652  HISTORY     - Date     Condition        Report By
 BM0652  HISTORY     - 1935     MONUMENTED       CGS
 BM0652  HISTORY     - 1990     POOR             USPSQD
 BM0652  HISTORY     - 19950624 POOR             USPSQD
 BM0652  HISTORY     - 20030308 POOR             USPSQD
 BM0652
 BM0652                          STATION DESCRIPTION
 BM0652
 BM0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0652'IN AUSTIN.
 BM0652'AT AUSTIN AND ALONG THE MISSOURI PACIFIC R R ON THE BARTON SPRINGS
 BM0652'OVERPASS.  1 MILE S OF THE DEPOT.  DISK IS SET HORIZONTALLY IN THE W
 BM0652'END OF S FOUNDATION OF RAILWAY OVER PASS OVER THE STATE HIGHWAY.
 BM0652'BRIDGE NO. 180.20.
 BM0652
 BM0652                          STATION RECOVERY (1990)
 BM0652
 BM0652'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0652'MARK RECOVERED IN POOR CONDITION.
 BM0652
 BM0652                          STATION RECOVERY (1995)
 BM0652
 BM0652'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0652'MARK RECOVERED IN POOR CONDITION.
 BM0652
 BM0652                          STATION RECOVERY (2003)
 BM0652
 BM0652'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0652'DISC HAS BEEN DEFACED BUT IS STILL HOLDING VERTICAL POSITION WELL.
 BM0652'IT IS USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0653 ***********************************************************************
 BM0653  DESIGNATION -  T 328 RESET 1935
 BM0653  PID         -  BM0653
 BM0653  STATE/COUNTY-  TX/TRAVIS
 BM0653  USGS QUAD   -  AUSTIN WEST (1988)
 BM0653
 BM0653                         *CURRENT SURVEY CONTROL
 BM0653  ___________________________________________________________________
 BM0653* NAD 83(1986)-  30 15 37.     (N)    097 45 27.     (W)     SCALED    
 BM0653* NAVD 88     -       143.495  (meters)     470.78   (feet)  ADJUSTED  
 BM0653  ___________________________________________________________________
 BM0653  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM0653  DYNAMIC HT  -         143.299 (meters)     470.14  (feet)  COMP
 BM0653  MODELED GRAV-     979,272.0   (mgal)                       NAVD 88
 BM0653
 BM0653  VERT ORDER  -  FIRST     CLASS I
 BM0653
 BM0653.The horizontal coordinates were scaled from a topographic map and have
 BM0653.an estimated accuracy of +/- 6 seconds.
 BM0653
 BM0653.The orthometric height was determined by differential leveling
 BM0653.and adjusted by the National Geodetic Survey in June 1991..
 BM0653
 BM0653.The geoid height was determined by GEOID03.
 BM0653
 BM0653.The dynamic height is computed by dividing the NAVD 88
 BM0653.geopotential number by the normal gravity value computed on the
 BM0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0653.degrees latitude (g = 980.6199 gals.).
 BM0653
 BM0653.The modeled gravity was interpolated from observed gravity values.
 BM0653
 BM0653;                    North         East    Units  Estimated Accuracy
 BM0653;SPC TX C     - 3,068,680.      947,850.      MT  (+/- 180 meters Scaled)
 BM0653
 BM0653                          SUPERSEDED SURVEY CONTROL
 BM0653
 BM0653  NGVD 29 (??/??/92)  143.414  (m)          470.52   (f) ADJ UNCH    1 1
 BM0653
 BM0653.Superseded values are not recommended for survey control.
 BM0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0653.See file dsdata.txt to determine how the superseded data were derived.
 BM0653
 BM0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU195482(NAD 83)
 BM0653_MARKER: DB = BENCH MARK DISK
 BM0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0653_SP_SET: ABUTMENT
 BM0653_STAMPING: T 328 RESET 1935
 BM0653_MARK LOGO: CGS   
 BM0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0653
 BM0653  HISTORY     - Date     Condition        Report By
 BM0653  HISTORY     - 1935     MONUMENTED       CGS
 BM0653  HISTORY     - 1973     GOOD             NGS
 BM0653  HISTORY     - 1978     GOOD             NGS
 BM0653  HISTORY     - 1980     GOOD             NGS
 BM0653  HISTORY     - 1989     GOOD             USPSQD
 BM0653  HISTORY     - 1989     GOOD             USPSQD
 BM0653  HISTORY     - 1989     GOOD             USPSQD
 BM0653  HISTORY     - 1990     GOOD             USPSQD
 BM0653  HISTORY     - 20010224 GOOD             USPSQD
 BM0653  HISTORY     - 20050226 POOR             USPSQD
 BM0653
 BM0653                          STATION DESCRIPTION
 BM0653
 BM0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0653'IN AUSTIN.
 BM0653'ABOUT 0.3 MILES SOUTH ALONG SOUTH LAMAR BLVD FROM THE SOUTH END OF THE
 BM0653'CONCRETE BRIDGE OVER THE COLORADO RIVER THENCE 0.1 MILES EAST ALONG
 BM0653'BARTON SPRINGS ROAD, AT THE MISSOURI PACIFIC RAILROAD OVERPASS SET IN
 BM0653'TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT, 6.5 FEET WEST OF
 BM0653'THE WEST RAIL, 1.0 FEET BELOW THE TOP OF RAILS, 0.1 MILES EAST OF THE
 BM0653'INTERSECTION OF BARTON SPRINGS ROAD AND SOUTH LAMAR BLVD. NOTE-- 1.0
 BM0653'MILES EAST SOUTHEAST OF THE BENCH MARK N 804 AT ZILKER PARK.
 BM0653
 BM0653                          STATION RECOVERY (1978)
 BM0653
 BM0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0653'RECOVERED IN GOOD CONDITION.
 BM0653
 BM0653                          STATION RECOVERY (1980)
 BM0653
 BM0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0653'IN AUSTIN, AT THE MISSOURI PACIFIC RAILROAD BRIDGE OVER BARTON SPRINGS
 BM0653'ROAD, APPROXIMATELY 150 METERS EAST ALONG BARTON SPRINGS ROAD FROM THE
 BM0653'JUNCTION OF LAMAR BOULEVARD, IN TOP AND 0.3 METER (1.0 FT) EAST OF THE
 BM0653'WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE, 2.0 METERS
 BM0653'(6.6 FT) WEST OF THE WEST RAIL.
 BM0653'THE MARK IS 0.2 M BELOW THE TRACKS.
 BM0653
 BM0653                          STATION RECOVERY (1989)
 BM0653
 BM0653'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0653'RECOVERED IN GOOD CONDITION.
 BM0653
 BM0653                          STATION RECOVERY (1989)
 BM0653
 BM0653'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0653'RECOVERED IN GOOD CONDITION.
 BM0653
 BM0653                          STATION RECOVERY (1989)
 BM0653
 BM0653'RECOVERY NOTE BY US POWER SQUADRON 1989 (HWB)
 BM0653'RECOVERED IN GOOD CONDITION.
 BM0653
 BM0653                          STATION RECOVERY (1990)
 BM0653
 BM0653'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0653'RECOVERED IN GOOD CONDITION.
 BM0653
 BM0653                          STATION RECOVERY (2001)
 BM0653
 BM0653'RECOVERY NOTE BY US POWER SQUADRON 2001 (REC)
 BM0653'RECOVERED IN GOOD CONDITION.
 BM0653
 BM0653                          STATION RECOVERY (2005)
 BM0653
 BM0653'RECOVERY NOTE BY US POWER SQUADRON 2005 (REC)
 BM0653'THE DISK REMAINS FIRMLY SEATED IN THE HEADWALL BUT HAS BEEN VANDALIZED
 BM0653'TO THE POINT WHERE THE STAMPING IS HARDLY READABLE.  WEATHERING MAKES
 BM0653'IT APPEAR THAT THIS WAS DONE QUITE A FEW YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2324 ***********************************************************************
 AX2324  DESIGNATION -  T 329
 AX2324  PID         -  AX2324
 AX2324  STATE/COUNTY-  TX/GUADALUPE
 AX2324  USGS QUAD   -  SEGUIN (1994)
 AX2324
 AX2324                         *CURRENT SURVEY CONTROL
 AX2324  ___________________________________________________________________
 AX2324* NAD 83(1986)-  29 36 10.     (N)    097 55 12.     (W)     SCALED    
 AX2324* NAVD 88     -       162.67   (+/-2cm)     533.7    (feet)  VERTCON   
 AX2324  ___________________________________________________________________
 AX2324  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AX2324
 AX2324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2324
 AX2324.The horizontal coordinates were scaled from a topographic map and have
 AX2324.an estimated accuracy of +/- 6 seconds.
 AX2324
 AX2324.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2324.The vertical order pertains to the NGVD 29 superseded value.
 AX2324
 AX2324.The geoid height was determined by GEOID03.
 AX2324
 AX2324;                    North         East    Units  Estimated Accuracy
 AX2324;SPC TXSC     - 4,196,590.      704,600.      MT  (+/- 180 meters Scaled)
 AX2324
 AX2324                          SUPERSEDED SURVEY CONTROL
 AX2324
 AX2324  NGVD 29 (??/??/92)  162.60   (m)          533.5    (f) COMPUTED    2 0
 AX2324
 AX2324.Superseded values are not recommended for survey control.
 AX2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2324.See file dsdata.txt to determine how the superseded data were derived.
 AX2324
 AX2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT045752(NAD 83)
 AX2324_MARKER: DB = BENCH MARK DISK
 AX2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2324_STAMPING: T 329 1935
 AX2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2324+STABILITY: SURFACE MOTION
 AX2324
 AX2324  HISTORY     - Date     Condition        Report By
 AX2324  HISTORY     - 1935     MONUMENTED       CGS
 AX2324  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2324  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2324
 AX2324                          STATION DESCRIPTION
 AX2324
 AX2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX2324'4.1 MI E FROM SEGUIN.
 AX2324'4.1 MILES E OF THE PUBLIC SCHOOL AND ALONG THE S P R R 105 YARDS W OF
 AX2324'MILEPOST 171.  55 FEET N OF CENTER OF HIGHWAY.  90 YARDS NW OF HIGHWAY
 AX2324'GUARD RAIL AT THE RAILWAY FENCE LINE.
 AX2324
 AX2324                          STATION RECOVERY (1993)
 AX2324
 AX2324'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2324'MARK NOT FOUND.
 AX2324
 AX2324                          STATION RECOVERY (1999)
 AX2324
 AX2324'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2325 ***********************************************************************
 AX2325  DESIGNATION -  T 329 RESET 1949
 AX2325  PID         -  AX2325
 AX2325  STATE/COUNTY-  TX/GUADALUPE
 AX2325  USGS QUAD   -  SEGUIN (1994)
 AX2325
 AX2325                         *CURRENT SURVEY CONTROL
 AX2325  ___________________________________________________________________
 AX2325* NAD 83(1986)-  29 36 10.     (N)    097 55 12.     (W)     SCALED    
 AX2325* NAVD 88     -       161.76   (+/-2cm)     530.7    (feet)  VERTCON   
 AX2325  ___________________________________________________________________
 AX2325  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AX2325
 AX2325  VERT ORDER  -  THIRD (See Below)
 AX2325
 AX2325.The horizontal coordinates were scaled from a topographic map and have
 AX2325.an estimated accuracy of +/- 6 seconds.
 AX2325
 AX2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2325.The vertical order pertains to the NGVD 29 superseded value.
 AX2325
 AX2325.The geoid height was determined by GEOID03.
 AX2325
 AX2325;                    North         East    Units  Estimated Accuracy
 AX2325;SPC TXSC     - 4,196,590.      704,600.      MT  (+/- 180 meters Scaled)
 AX2325
 AX2325                          SUPERSEDED SURVEY CONTROL
 AX2325
 AX2325  NGVD 29 (??/??/??)  161.69   (m)          530.5    (f) RESET       3  
 AX2325
 AX2325.Superseded values are not recommended for survey control.
 AX2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2325.See file dsdata.txt to determine how the superseded data were derived.
 AX2325
 AX2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT045752(NAD 83)
 AX2325_MARKER: DD = SURVEY DISK
 AX2325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2325_SP_SET: CULVERT
 AX2325_STAMPING: T 329 RESET 1949
 AX2325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2325+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX2325
 AX2325  HISTORY     - Date     Condition        Report By
 AX2325  HISTORY     - 1949     MONUMENTED       TXHD
 AX2325  HISTORY     - 1959     GOOD             DOD
 AX2325  HISTORY     - 1988     GOOD             USPSQD
 AX2325  HISTORY     - 19930808 GOOD             USPSQD
 AX2325  HISTORY     - 19990925 GOOD             USPSQD
 AX2325  HISTORY     - 20050318 GOOD             USPSQD
 AX2325
 AX2325                          STATION DESCRIPTION
 AX2325
 AX2325'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2325'3 MI E FROM SEGUIN.
 AX2325'185 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 170 FEET SOUTHEAST
 AX2325'OF THE WEST CORNER OF A TRIANGULAR SHAPED GROUP OF TREES, 25 FEET
 AX2325'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 AX2325'HIGHWAY.  THE MARK IS SET FLUSH WITH THE CONCRETE HEADWALL.  NOTE--
 AX2325'1949 DESCRIPTION-- ABOUT 3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS
 AX2325'RAILROAD FROM THE STATION AT SEGUIN, GUADALUPE COUNTY, 105 YARDS WEST
 AX2325'OF MILEPOST 171, AT A CULVERT UNDER U.S. HIGHWAY 90, AND IN THE TOP OF
 AX2325'THE WEST END OF THE SOUTH HEADWALL.
 AX2325
 AX2325                          STATION RECOVERY (1988)
 AX2325
 AX2325'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2325'RECOVERED IN GOOD CONDITION.
 AX2325
 AX2325                          STATION RECOVERY (1993)
 AX2325
 AX2325'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2325'RECOVERED IN GOOD CONDITION.
 AX2325
 AX2325                          STATION RECOVERY (1999)
 AX2325
 AX2325'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2325'RECOVERED IN GOOD CONDITION.
 AX2325
 AX2325                          STATION RECOVERY (2005)
 AX2325
 AX2325'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0647 ***********************************************************************
 AX0647  DESIGNATION -  T 330
 AX0647  PID         -  AX0647
 AX0647  STATE/COUNTY-  TX/JACKSON
 AX0647  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0647
 AX0647                         *CURRENT SURVEY CONTROL
 AX0647  ___________________________________________________________________
 AX0647* NAD 83(1986)-  29 04 21.     (N)    096 42 17.     (W)     SCALED    
 AX0647* NAVD 88     -        27.899  (meters)      91.53   (feet)  ADJUSTED  
 AX0647  ___________________________________________________________________
 AX0647  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0647  DYNAMIC HT  -          27.860 (meters)      91.40  (feet)  COMP
 AX0647  MODELED GRAV-     979,219.8   (mgal)                       NAVD 88
 AX0647
 AX0647  VERT ORDER  -  FIRST     CLASS I
 AX0647
 AX0647.The horizontal coordinates were scaled from a topographic map and have
 AX0647.an estimated accuracy of +/- 6 seconds.
 AX0647
 AX0647.The orthometric height was determined by differential leveling
 AX0647.and adjusted by the National Geodetic Survey in June 1991..
 AX0647
 AX0647.The geoid height was determined by GEOID03.
 AX0647
 AX0647.The dynamic height is computed by dividing the NAVD 88
 AX0647.geopotential number by the normal gravity value computed on the
 AX0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0647.degrees latitude (g = 980.6199 gals.).
 AX0647
 AX0647.The modeled gravity was interpolated from observed gravity values.
 AX0647
 AX0647;                    North         East    Units  Estimated Accuracy
 AX0647;SPC TXSC     - 4,139,530.      823,450.      MT  (+/- 180 meters Scaled)
 AX0647
 AX0647                          SUPERSEDED SURVEY CONTROL
 AX0647
 AX0647  NGVD 29 (??/??/92)   27.912  (m)           91.57   (f) ADJ UNCH    1 1
 AX0647
 AX0647.Superseded values are not recommended for survey control.
 AX0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0647.See file dsdata.txt to determine how the superseded data were derived.
 AX0647
 AX0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT234181(NAD 83)
 AX0647_MARKER: DB = BENCH MARK DISK
 AX0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0647_STAMPING: T 330 1935
 AX0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0647+STABILITY: SURFACE MOTION
 AX0647
 AX0647  HISTORY     - Date     Condition        Report By
 AX0647  HISTORY     - 1935     MONUMENTED       CGS
 AX0647  HISTORY     - 1972     GOOD             NGS
 AX0647
 AX0647                          STATION DESCRIPTION
 AX0647
 AX0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0647'7.7 MI NW FROM EDNA.
 AX0647'ABOUT 7.7 MILES NORTHWEST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AX0647'AT EDNA, AT THE JUNCTION OF A LANE LEADING SOUTHWEST TO MOUNT OLIVE
 AX0647'CEMETERY, 69.8 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50.6
 AX0647'FEET WEST OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT UNDER LANE
 AX0647'TO CEMETERY, 57 FEET NORTHWEST OF THE CENTER LINE OF THE LANE, 10.4
 AX0647'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND WITNESS POST, 4 FEET
 AX0647'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AX0647'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1801 ***********************************************************************
 AN1801  DESIGNATION -  T 332
 AN1801  PID         -  AN1801
 AN1801  STATE/COUNTY-  TX/GOLIAD
 AN1801  USGS QUAD   -  BERCLAIR (1987)
 AN1801
 AN1801                         *CURRENT SURVEY CONTROL
 AN1801  ___________________________________________________________________
 AN1801* NAD 83(1986)-  28 33 47.     (N)    097 30 35.     (W)     SCALED    
 AN1801* NAVD 88     -        60.23   (+/-2cm)     197.6    (feet)  VERTCON   
 AN1801  ___________________________________________________________________
 AN1801  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN1801
 AN1801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1801
 AN1801.The horizontal coordinates were scaled from a topographic map and have
 AN1801.an estimated accuracy of +/- 6 seconds.
 AN1801
 AN1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1801.The vertical order pertains to the NGVD 29 superseded value.
 AN1801
 AN1801.The geoid height was determined by GEOID03.
 AN1801
 AN1801;                    North         East    Units  Estimated Accuracy
 AN1801;SPC TXSC     - 4,081,800.      745,810.      MT  (+/- 180 meters Scaled)
 AN1801
 AN1801                          SUPERSEDED SURVEY CONTROL
 AN1801
 AN1801  NGVD 29 (??/??/92)   60.276  (m)          197.76   (f) ADJ UNCH    2 0
 AN1801
 AN1801.Superseded values are not recommended for survey control.
 AN1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1801.See file dsdata.txt to determine how the superseded data were derived.
 AN1801
 AN1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS457604(NAD 83)
 AN1801_MARKER: DB = BENCH MARK DISK
 AN1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1801_STAMPING: T 332 1935
 AN1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1801+STABILITY: SURFACE MOTION
 AN1801
 AN1801  HISTORY     - Date     Condition        Report By
 AN1801  HISTORY     - 1935     MONUMENTED       CGS
 AN1801
 AN1801                          STATION DESCRIPTION
 AN1801
 AN1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1801'5.6 MI NE FROM BERCLAIR.
 AN1801'5.6 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1801'STATION AT BERCLAIR, GOLIAD COUNTY, 700 FEET SOUTHWEST OF MILEPOST
 AN1801'127, AT THE BEGINNING OF A CUT, 42 FEET SOUTHEAST OF THE CENTER LINE
 AN1801'OF THE TRACK, AND NEAR THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A
 AN1801'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1058 ***********************************************************************
 AX1058  DESIGNATION -  T 333
 AX1058  PID         -  AX1058
 AX1058  STATE/COUNTY-  TX/FAYETTE
 AX1058  USGS QUAD   -  ELLINGER (1981)
 AX1058
 AX1058                         *CURRENT SURVEY CONTROL
 AX1058  ___________________________________________________________________
 AX1058* NAD 83(1986)-  29 50 07.     (N)    096 42 05.     (W)     SCALED    
 AX1058* NAVD 88     -        87.90   (+/-2cm)     288.4    (feet)  VERTCON   
 AX1058  ___________________________________________________________________
 AX1058  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1058
 AX1058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1058
 AX1058.The horizontal coordinates were scaled from a topographic map and have
 AX1058.an estimated accuracy of +/- 6 seconds.
 AX1058
 AX1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1058.The vertical order pertains to the NGVD 29 superseded value.
 AX1058
 AX1058.The geoid height was determined by GEOID03.
 AX1058
 AX1058;                    North         East    Units  Estimated Accuracy
 AX1058;SPC TXSC     - 4,224,050.      822,110.      MT  (+/- 180 meters Scaled)
 AX1058
 AX1058                          SUPERSEDED SURVEY CONTROL
 AX1058
 AX1058  NGVD 29 (??/??/92)   87.865  (m)          288.27   (f) ADJ UNCH    2 0
 AX1058
 AX1058.Superseded values are not recommended for survey control.
 AX1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1058.See file dsdata.txt to determine how the superseded data were derived.
 AX1058
 AX1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU220027(NAD 83)
 AX1058_MARKER: DB = BENCH MARK DISK
 AX1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1058_STAMPING: T 333 1935
 AX1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1058+STABILITY: SURFACE MOTION
 AX1058
 AX1058  HISTORY     - Date     Condition        Report By
 AX1058  HISTORY     - 1935     MONUMENTED       CGS
 AX1058  HISTORY     - 1943     GOOD             NGS
 AX1058  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1058
 AX1058                          STATION DESCRIPTION
 AX1058
 AX1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1058'0.2 MI E FROM ELLINGER.
 AX1058'0.2 MILE SOUTHEAST ALONG THE ABANDONED LA GRANGE BRANCH OF THE
 AX1058'SOUTHERN PACIFIC RAILROAD FROM THE OLD STATION AT ELLINGER, FAYETTE
 AX1058'COUNTY, 0.2 MILE SOUTHEAST OF THE POST OFFICE, AT A CROSS FENCE, 92
 AX1058'FEET NORTHEAST OF A 2-FOOT OAK TREE, 45 FEET NORTHEAST OF THE
 AX1058'CENTERLINE OF THE RAILROAD BED, 6.1 FEET SOUTH OF AN OLD FENCE CORNER,
 AX1058'2 FEET SOUTHEAST OF A NORTH-AND-SOUTH FENCE LINE, 1.6 FEET SOUTHWEST
 AX1058'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 AX1058'RAILROAD BED.  A STANDARD DISK, STAMPED T 333 1935 AND SET IN THE TOP
 AX1058'OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 AX1058
 AX1058                          STATION RECOVERY (1997)
 AX1058
 AX1058'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1566 ***********************************************************************
 AN1566  DESIGNATION -  T 334
 AN1566  PID         -  AN1566
 AN1566  STATE/COUNTY-  TX/BEE
 AN1566  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1566
 AN1566                         *CURRENT SURVEY CONTROL
 AN1566  ___________________________________________________________________
 AN1566* NAD 83(1986)-  28 12 36.     (N)    097 43 04.     (W)     SCALED    
 AN1566* NAVD 88     -        48.511  (meters)     159.16   (feet)  POSTED    
 AN1566  ___________________________________________________________________
 AN1566  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN1566  DYNAMIC HT  -          48.440 (meters)     158.92  (feet)  COMP
 AN1566  MODELED GRAV-     979,138.7   (mgal)                       NAVD 88
 AN1566
 AN1566  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AN1566
 AN1566.The horizontal coordinates were scaled from a topographic map and have
 AN1566.an estimated accuracy of +/- 6 seconds.
 AN1566
 AN1566.The orthometric height was determined by differential leveling
 AN1566.and adjusted by the National Geodetic Survey in 1992..
 AN1566.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AN1566.rate of 1.1 thru 2.0 mm/km.
 AN1566
 AN1566.The geoid height was determined by GEOID03.
 AN1566
 AN1566.The dynamic height is computed by dividing the NAVD 88
 AN1566.geopotential number by the normal gravity value computed on the
 AN1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1566.degrees latitude (g = 980.6199 gals.).
 AN1566
 AN1566.The modeled gravity was interpolated from observed gravity values.
 AN1566
 AN1566;                    North         East    Units  Estimated Accuracy
 AN1566;SPC TXSC     - 4,042,440.      725,880.      MT  (+/- 180 meters Scaled)
 AN1566
 AN1566                          SUPERSEDED SURVEY CONTROL
 AN1566
 AN1566  NGVD 29 (??/??/92)   48.536  (m)          159.24   (f) ADJ UNCH    2 0
 AN1566
 AN1566.Superseded values are not recommended for survey control.
 AN1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1566.See file dsdata.txt to determine how the superseded data were derived.
 AN1566
 AN1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS258211(NAD 83)
 AN1566_MARKER: DB = BENCH MARK DISK
 AN1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1566_STAMPING: T-334 1935
 AN1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1566+STABILITY: SURFACE MOTION
 AN1566
 AN1566  HISTORY     - Date     Condition        Report By
 AN1566  HISTORY     - 1935     MONUMENTED       CGS
 AN1566  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1566  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1566
 AN1566                          STATION DESCRIPTION
 AN1566
 AN1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1566'3.7 MI SW FROM SKIDMORE.
 AN1566'3.7 MILES SOUTHWEST OF AND ALONG S.P.R.R 46 FEET EAST OF TRACK. CLOSE
 AN1566'TO NORTHEAST RIGHT OF WAY FENCE CORNER.  AT SIDE ROAD CROSSING. 0.2
 AN1566'MILE NORTH OF MILE POST 4.  THIS ROAD CROSSING LEADING TO HUMBLE PIPE
 AN1566'LINE CO. PUMPING STATION.
 AN1566
 AN1566                          STATION RECOVERY (1975)
 AN1566
 AN1566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1566'MARK NOT FOUND.
 AN1566
 AN1566                          STATION RECOVERY (1981)
 AN1566
 AN1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1566'SEARCHED FOR, NOT RECOVERED.  PROBABLY DESTROYED BY HIGHWAY
 AN1566'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0091 ***********************************************************************
 BL0091  DESIGNATION -  T 335
 BL0091  PID         -  BL0091
 BL0091  STATE/COUNTY-  TX/JASPER
 BL0091  USGS QUAD   -  JASPER WEST (1984)
 BL0091
 BL0091                         *CURRENT SURVEY CONTROL
 BL0091  ___________________________________________________________________
 BL0091* NAD 83(1986)-  30 53 36.     (N)    094 02 10.     (W)     SCALED    
 BL0091* NAVD 88     -        64.66   (+/-2cm)     212.1    (feet)  VERTCON   
 BL0091  ___________________________________________________________________
 BL0091  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BL0091
 BL0091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0091
 BL0091.This mark is at Jasper Co-Bell Fld (JAS) Airport (JAS)
 BL0091
 BL0091.The horizontal coordinates were scaled from a topographic map and have
 BL0091.an estimated accuracy of +/- 6 seconds.
 BL0091
 BL0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0091.The vertical order pertains to the NGVD 29 superseded value.
 BL0091
 BL0091.The geoid height was determined by GEOID03.
 BL0091
 BL0091;                    North         East    Units  Estimated Accuracy
 BL0091;SPC TX C     - 3,153,020.    1,301,690.      MT  (+/- 180 meters Scaled)
 BL0091
 BL0091                          SUPERSEDED SURVEY CONTROL
 BL0091
 BL0091  NGVD 29 (??/??/92)   64.658  (m)          212.13   (f) ADJ UNCH    2 0
 BL0091
 BL0091.Superseded values are not recommended for survey control.
 BL0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0091.See file dsdata.txt to determine how the superseded data were derived.
 BL0091
 BL0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ009182(NAD 83)
 BL0091_MARKER: DB = BENCH MARK DISK
 BL0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0091_STAMPING: T 335 1952
 BL0091_MARK LOGO: CGS   
 BL0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0091+STABILITY: SURFACE MOTION
 BL0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0091+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1997
 BL0091
 BL0091  HISTORY     - Date     Condition        Report By
 BL0091  HISTORY     - 1952     MONUMENTED       CGS
 BL0091  HISTORY     - 19970326 POOR             NGS
 BL0091
 BL0091                          STATION DESCRIPTION
 BL0091
 BL0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0091'2.95 MI SW FROM JASPER.
 BL0091'1.5 MILES WEST ALONG U.S. HIGHWAY 190 AND STATE HIGHWAY 63 FROM THE
 BL0091'COURTHOUSE AT JASPER, THENCE 1.45 MILES SOUTH ALONG FARM ROAD 777. AT
 BL0091'THE JASPER COUNTY AIRPORT, 52 FEET EAST OF THE CENTER LINE OF AN OILED
 BL0091'DRIVEWAY, 11 FEET EAST OF A FENCE, 4.4 FEET WEST OF THE SOUTHWEST
 BL0091'CORNER OF THE HANGAR, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 BL0091'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0091
 BL0091                          STATION RECOVERY (1997)
 BL0091
 BL0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BL0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 26 MAR 1997 (WCW) .
 BL0091'RECOVERED IN MUTILATED CONDITION WITH DISK MISSING AND ONLY STEM IN
 BL0091'CHIPPED ROUND CONCRETE MONUMENT WITH NEW DESCRIPTION AS FOLLOWS.  THE
 BL0091'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF JASPER AT THE
 BL0091'JASPER COUNTY AIRPORT-BELL FIELD.  OWNERSHIP--JASPER COUNTY, JASPER
 BL0091'COURTHOUSE ROOM 101, JASPER TX 75951, PHONE 409-384-2612.  AIRPORT
 BL0091'MANAGER IS KEVIN COTTLE, ROUTE 4 BOX 363, JASPER TX 75951, PHONE
 BL0091'409-384-2032.  TO REACH THE STATION FROM THE JUNCTION OF COMBINED U.S.
 BL0091'HIGHWAY 190 AND STATE HIGHWAY 63 (GIBSON STREET) WITH U.S. HIGHWAY 96
 BL0091'IN JASPER, GO SOUTHWESTERLY ON U.S.  HIGHWAY 190 FOR A TOTAL OF 4.2 KM
 BL0091'(2.60 MI) , PASSING THE JUNCTION FOR STATE ROUTE 63 WEST AT 2.6 KM
 BL0091'(1.60 MI) , TO FARM ROAD 777.  TURN LEFT AND GO 0.3 KM (0.20 MI) SOUTH
 BL0091'TO CARNES B MANNING DRIVE ON LEFT.  TURN LEFT AND GO EAST, THEN CURVE
 BL0091'RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 91.5 M (300.2 FT)
 BL0091'TO THE END OF THE CURVE AND THE STATION ON LEFT. THE CGS BENCHMARK
 BL0091'DISK IS GONE-THE STEM REMAINS IN A CHIPPED ROUND CONCRETE MONUMENT.
 BL0091'THE MARK IS ABOUT 91.5 M (300.2 FT) SOUTHEASTERLY FROM STATION S 335,
 BL0091'ABOUT 61.1 M (200.5 FT) NORTH FROM STATION U 335, 16.0 M (52.5 FT)
 BL0091'EAST FROM THE AIRPORT ROAD CENTER, 14.5 M (47.6 FT) NORTH FROM AN
 BL0091'ASPHALT DRIVE CENTER LEADING BETWEEN TWO HANGERS, 11.4 M (37.4 FT)
 BL0091'SOUTH FROM A CONCRETE DRIVE CENTER LEADING INTO A HANGER, AND 2.5 M
 BL0091'(8.2 FT) WEST FROM A 6.2 M (20.3 FT) TALL METAL HANGER. THE MARK
 BL0091'PROJECTS 10 CM (4 IN) ABOVE GRADE, AND ABOUT 0.7 M (2.3 FT) ABOVE THE
 BL0091'ROAD.  DESC 26MAR97 WC WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0411 ***********************************************************************
 BY0411  DESIGNATION -  T 336
 BY0411  PID         -  BY0411
 BY0411  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0411  USGS QUAD   -  CHINQUAPIN (1984)
 BY0411
 BY0411                         *CURRENT SURVEY CONTROL
 BY0411  ___________________________________________________________________
 BY0411* NAD 83(1986)-  31 23 48.     (N)    094 07 27.     (W)     SCALED    
 BY0411* NAVD 88     -        84.48   (+/-2cm)     277.2    (feet)  VERTCON   
 BY0411  ___________________________________________________________________
 BY0411  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0411
 BY0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0411
 BY0411.The horizontal coordinates were scaled from a topographic map and have
 BY0411.an estimated accuracy of +/- 6 seconds.
 BY0411
 BY0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0411.The vertical order pertains to the NGVD 29 superseded value.
 BY0411
 BY0411.The geoid height was determined by GEOID03.
 BY0411
 BY0411;                    North         East    Units  Estimated Accuracy
 BY0411;SPC TX C     - 3,208,260.    1,290,170.      MT  (+/- 180 meters Scaled)
 BY0411
 BY0411                          SUPERSEDED SURVEY CONTROL
 BY0411
 BY0411  NGVD 29 (??/??/92)   84.505  (m)          277.25   (f) ADJ UNCH    2 0
 BY0411
 BY0411.Superseded values are not recommended for survey control.
 BY0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0411.See file dsdata.txt to determine how the superseded data were derived.
 BY0411
 BY0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ931741(NAD 83)
 BY0411_MARKER: DB = BENCH MARK DISK
 BY0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0411_STAMPING: T 336 1952
 BY0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0411+STABILITY: SURFACE MOTION
 BY0411
 BY0411  HISTORY     - Date     Condition        Report By
 BY0411  HISTORY     - 1952     MONUMENTED       CGS
 BY0411
 BY0411                          STATION DESCRIPTION
 BY0411
 BY0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0411'10.2 MI NW FROM BRONSON.
 BY0411'2.8 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0411'HIGHWAY 96 AT BRONSON, THENCE 0.4 MILE SOUTHWEST ALONG A CLAY ROAD,
 BY0411'THENCE 1.35 MILES NORTHWEST ALONG A CLAY ROAD, THENCE 0.75 MILE WEST
 BY0411'ALONG A DIRT ROAD, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 BY0411'THENCE 0.75 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.35 MILES
 BY0411'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 BY0411'DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A GRADED DIRT ROAD, AT THE E.
 BY0411'HARVEY FARM HOME, 113.5 FEET SOUTH OF A 13 INCH PECAN TREE, 44 FEET
 BY0411'EAST OF THE CENTER LINE OF THE ROAD, 19 FEET NORTHEAST OF A FENCE
 BY0411'CORNER, 9 FEET NORTHEAST OF A POWER POLE, 3 FEET NORTHWEST OF A FENCE,
 BY0411'2.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0411'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0136 ***********************************************************************
 GL0136  DESIGNATION -  T 339
 GL0136  PID         -  GL0136
 GL0136  STATE/COUNTY-  TX/SHERMAN
 GL0136  USGS QUAD   -  LAUTZ (1965)
 GL0136
 GL0136                         *CURRENT SURVEY CONTROL
 GL0136  ___________________________________________________________________
 GL0136* NAD 83(1986)-  36 09 16.     (N)    102 02 37.     (W)     SCALED    
 GL0136* NAVD 88     -      1103.373  (meters)    3619.98   (feet)  ADJUSTED  
 GL0136  ___________________________________________________________________
 GL0136  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 GL0136  DYNAMIC HT  -        1102.136 (meters)    3615.92  (feet)  COMP
 GL0136  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 GL0136
 GL0136  VERT ORDER  -  SECOND    CLASS 0
 GL0136
 GL0136.The horizontal coordinates were scaled from a topographic map and have
 GL0136.an estimated accuracy of +/- 6 seconds.
 GL0136
 GL0136.The orthometric height was determined by differential leveling
 GL0136.and adjusted by the National Geodetic Survey in June 1991..
 GL0136
 GL0136.The geoid height was determined by GEOID03.
 GL0136
 GL0136.The dynamic height is computed by dividing the NAVD 88
 GL0136.geopotential number by the normal gravity value computed on the
 GL0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0136.degrees latitude (g = 980.6199 gals.).
 GL0136
 GL0136.The modeled gravity was interpolated from observed gravity values.
 GL0136
 GL0136;                    North         East    Units  Estimated Accuracy
 GL0136;SPC TX N     - 1,239,150.      151,080.      MT  (+/- 180 meters Scaled)
 GL0136
 GL0136                          SUPERSEDED SURVEY CONTROL
 GL0136
 GL0136.No superseded survey control is available for this station.
 GL0136
 GL0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA659051(NAD 83)
 GL0136_MARKER: DB = BENCH MARK DISK
 GL0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0136_STAMPING: T 339 1952
 GL0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0136+STABILITY: SURFACE MOTION
 GL0136
 GL0136  HISTORY     - Date     Condition        Report By
 GL0136  HISTORY     - 1952     MONUMENTED       CGS
 GL0136
 GL0136                          STATION DESCRIPTION
 GL0136
 GL0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0136'16.5 MI SE FROM CONLEN.
 GL0136'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0136'HIGHWAY 54 AT CONLEN, THENCE 11.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0136'1.0 MILE WEST OF THE PANHANDLE AND SANTA FE RAILROAD, 0.3 MILE
 GL0136'SOUTHEAST OF A FARMHOUSE, 92 FEET NORTH OF THE CENTER LINE OF AN EAST
 GL0136'AND WEST ROAD, 65 FEET NORTH OF A FENCE, 50 FEET NORTH OF THE
 GL0136'NORTHEAST CORNER OF A CATTLE GUARD, 75 FEET NORTHEAST OF A CATTLE
 GL0136'GUARD, 31 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1
 GL0136'FOOT WEST OF A NORTH AND SOUTH FENCE, 2.4 FEET SOUTH OF A WITNESS
 GL0136'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0136'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0204 ***********************************************************************
 CA0204  DESIGNATION -  T 340
 CA0204  PID         -  CA0204
 CA0204  STATE/COUNTY-  TX/SAN SABA
 CA0204  USGS QUAD   -  ALGERITA (1982)
 CA0204
 CA0204                         *CURRENT SURVEY CONTROL
 CA0204  ___________________________________________________________________
 CA0204* NAD 83(1986)-  31 12 26.     (N)    098 46 38.     (W)     SCALED    
 CA0204* NAVD 88     -       374.780  (meters)    1229.59   (feet)  ADJUSTED  
 CA0204  ___________________________________________________________________
 CA0204  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CA0204  DYNAMIC HT  -         374.285 (meters)    1227.97  (feet)  COMP
 CA0204  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 CA0204
 CA0204  VERT ORDER  -  SECOND    CLASS 0
 CA0204
 CA0204.The horizontal coordinates were scaled from a topographic map and have
 CA0204.an estimated accuracy of +/- 6 seconds.
 CA0204
 CA0204.The orthometric height was determined by differential leveling
 CA0204.and adjusted by the National Geodetic Survey in June 1991..
 CA0204
 CA0204.The geoid height was determined by GEOID03.
 CA0204
 CA0204.The dynamic height is computed by dividing the NAVD 88
 CA0204.geopotential number by the normal gravity value computed on the
 CA0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0204.degrees latitude (g = 980.6199 gals.).
 CA0204
 CA0204.The modeled gravity was interpolated from observed gravity values.
 CA0204
 CA0204;                    North         East    Units  Estimated Accuracy
 CA0204;SPC TX C     - 3,171,820.      848,270.      MT  (+/- 180 meters Scaled)
 CA0204
 CA0204                          SUPERSEDED SURVEY CONTROL
 CA0204
 CA0204  NGVD 29 (??/??/92)  374.728  (m)         1229.42   (f) ADJ UNCH    2 0
 CA0204
 CA0204.Superseded values are not recommended for survey control.
 CA0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0204.See file dsdata.txt to determine how the superseded data were derived.
 CA0204
 CA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV212525(NAD 83)
 CA0204_MARKER: DB = BENCH MARK DISK
 CA0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0204_STAMPING: T 340 1935
 CA0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0204+STABILITY: SURFACE MOTION
 CA0204
 CA0204  HISTORY     - Date     Condition        Report By
 CA0204  HISTORY     - 1935     MONUMENTED       CGS
 CA0204
 CA0204                          STATION DESCRIPTION
 CA0204
 CA0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0204'3.6 MI W FROM SAN SABA.
 CA0204'3.6 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. ABOUT 80 YARDS WEST
 CA0204'OF A GRADE CROSSING.  15 YARDS NORTH OF CENTER OF THE TRACK.  12 YARDS
 CA0204'SOUTH OF CENTER OF THE ROAD.  1 YARD SOUTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0227 ***********************************************************************
 AY0227  DESIGNATION -  T 341
 AY0227  PID         -  AY0227
 AY0227  STATE/COUNTY-  TX/WILSON
 AY0227  USGS QUAD   -  FLORESVILLE (1973)
 AY0227
 AY0227                         *CURRENT SURVEY CONTROL
 AY0227  ___________________________________________________________________
 AY0227* NAD 83(1986)-  29 11 07.     (N)    098 12 08.     (W)     SCALED    
 AY0227* NAVD 88     -       123.211  (meters)     404.23   (feet)  ADJUSTED  
 AY0227  ___________________________________________________________________
 AY0227  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY0227  DYNAMIC HT  -         123.035 (meters)     403.66  (feet)  COMP
 AY0227  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 AY0227
 AY0227  VERT ORDER  -  FIRST     CLASS II
 AY0227
 AY0227.The horizontal coordinates were scaled from a topographic map and have
 AY0227.an estimated accuracy of +/- 6 seconds.
 AY0227
 AY0227.The orthometric height was determined by differential leveling
 AY0227.and adjusted by the National Geodetic Survey in June 1991..
 AY0227
 AY0227.The geoid height was determined by GEOID03.
 AY0227
 AY0227.The dynamic height is computed by dividing the NAVD 88
 AY0227.geopotential number by the normal gravity value computed on the
 AY0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0227.degrees latitude (g = 980.6199 gals.).
 AY0227
 AY0227.The modeled gravity was interpolated from observed gravity values.
 AY0227
 AY0227;                    North         East    Units  Estimated Accuracy
 AY0227;SPC TXSC     - 4,150,100.      677,590.      MT  (+/- 180 meters Scaled)
 AY0227
 AY0227                          SUPERSEDED SURVEY CONTROL
 AY0227
 AY0227.No superseded survey control is available for this station.
 AY0227
 AY0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT775287(NAD 83)
 AY0227_MARKER: DB = BENCH MARK DISK
 AY0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0227_SP_SET: CULVERT
 AY0227_STAMPING: T 341 1935
 AY0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0227
 AY0227  HISTORY     - Date     Condition        Report By
 AY0227  HISTORY     - 1935     MONUMENTED       CGS
 AY0227  HISTORY     - 1943     GOOD             NGS
 AY0227  HISTORY     - 1957     GOOD             DOD
 AY0227  HISTORY     - 1980     GOOD             NGS
 AY0227
 AY0227                          STATION DESCRIPTION
 AY0227
 AY0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0227'4.5 MI NW FROM FLORESVILLE.
 AY0227'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0227'STATION AT FLORESVILLE-- PROCEED 4.5 MILES NORTHWESTERLY ALONG THE
 AY0227'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 420.0 FEET
 AY0227'NORTHWEST OF A FARM ROAD CROSSING, AND 34.5 FEET SOUTHEAST OF THE
 AY0227'FOURTH POLE (ABOUT 0.15 MILE) SOUTHEAST OF MILEPOST 25.  IT IS 23.0
 AY0227'FEET SOUTHWEST OF AND ABOUT 9.5 FEET BELOW THE CENTERLINE OF TRACK,
 AY0227'AND SET HORIZONTALLY IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF
 AY0227'CONCRETE RAILROAD CULVERT NO. 25.14.  A DISK SET IN A DRILL HOLE.
 AY0227
 AY0227                          STATION RECOVERY (1957)
 AY0227
 AY0227'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0227'RECOVERED IN GOOD CONDITION.
 AY0227
 AY0227                          STATION RECOVERY (1980)
 AY0227
 AY0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0227'4.2 KM (4.45 MI) NORTHWEST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY0227'COURTHOUSE IN FLORESVILLE, THENCE 0.4 KM (0.25 MI) SOUTHWEST ALONG A
 AY0227'DIRT ROAD LEADING TO THE ALFRED E NEWMAN FARM AND THE SOUTHERN PACIFIC
 AY0227'RAILROAD, APPROXIMATELY 130 METERS NORTHWEST OF THE DIRT ROAD
 AY0227'CROSSING, IN TOP OF SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL
 AY0227'OF CULVERT NUMBER 25.14 UNDER THE RAILROAD, 6.7 METERS (22.0 FT)
 AY0227'SOUTHWEST OF THE WEST RAIL.  NOTE-LITHO LIST DATED AUGUST 1963 LISTED
 AY0227'STAMPING AS T 431 1934.
 AY0227'THE MARK IS 3.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0021 ***********************************************************************
 AO0021  DESIGNATION -  T 342
 AO0021  PID         -  AO0021
 AO0021  STATE/COUNTY-  TX/ATASCOSA
 AO0021  USGS QUAD   -  WHITSETT (1984)
 AO0021
 AO0021                         *CURRENT SURVEY CONTROL
 AO0021  ___________________________________________________________________
 AO0021* NAD 83(1986)-  28 44 04.     (N)    098 17 52.     (W)     SCALED    
 AO0021* NAVD 88     -        70.524  (meters)     231.38   (feet)  ADJUSTED  
 AO0021  ___________________________________________________________________
 AO0021  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AO0021  DYNAMIC HT  -          70.421 (meters)     231.04  (feet)  COMP
 AO0021  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 AO0021
 AO0021  VERT ORDER  -  SECOND    CLASS 0
 AO0021
 AO0021.The horizontal coordinates were scaled from a topographic map and have
 AO0021.an estimated accuracy of +/- 6 seconds.
 AO0021
 AO0021.The orthometric height was determined by differential leveling
 AO0021.and adjusted by the National Geodetic Survey in June 1991..
 AO0021
 AO0021.The geoid height was determined by GEOID03.
 AO0021
 AO0021.The dynamic height is computed by dividing the NAVD 88
 AO0021.geopotential number by the normal gravity value computed on the
 AO0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0021.degrees latitude (g = 980.6199 gals.).
 AO0021
 AO0021.The modeled gravity was interpolated from observed gravity values.
 AO0021
 AO0021;                    North         East    Units  Estimated Accuracy
 AO0021;SPC TXSC     - 4,100,080.      668,590.      MT  (+/- 180 meters Scaled)
 AO0021
 AO0021                          SUPERSEDED SURVEY CONTROL
 AO0021
 AO0021  NGVD 29 (??/??/92)   70.492  (m)          231.27   (f) ADJ UNCH    2 0
 AO0021
 AO0021.Superseded values are not recommended for survey control.
 AO0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0021.See file dsdata.txt to determine how the superseded data were derived.
 AO0021
 AO0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS685787(NAD 83)
 AO0021_MARKER: DB = BENCH MARK DISK
 AO0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0021_STAMPING: T 342 1935
 AO0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0021+STABILITY: SURFACE MOTION
 AO0021
 AO0021  HISTORY     - Date     Condition        Report By
 AO0021  HISTORY     - 1935     MONUMENTED       CGS
 AO0021
 AO0021                          STATION DESCRIPTION
 AO0021
 AO0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0021'0.5 MI S FROM CAMPBELLTON.
 AO0021'0.5 MILE S OF AND ALONG THE M P R R AT A ROAD CROSSING.  17 YARDS NE
 AO0021'OF CENTER OF TRACK.  13 YARDS SE OF CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0163 ***********************************************************************
 AO0163  DESIGNATION -  T 343
 AO0163  PID         -  AO0163
 AO0163  STATE/COUNTY-  TX/ATASCOSA
 AO0163  USGS QUAD   -  JOURDANTON (1968)
 AO0163
 AO0163                         *CURRENT SURVEY CONTROL
 AO0163  ___________________________________________________________________
 AO0163* NAD 83(1986)-  28 57 35.     (N)    098 32 12.     (W)     SCALED    
 AO0163* NAVD 88     -       135.842  (meters)     445.68   (feet)  ADJUSTED  
 AO0163  ___________________________________________________________________
 AO0163  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AO0163  DYNAMIC HT  -         135.646 (meters)     445.03  (feet)  COMP
 AO0163  MODELED GRAV-     979,198.7   (mgal)                       NAVD 88
 AO0163
 AO0163  VERT ORDER  -  SECOND    CLASS 0
 AO0163
 AO0163.The horizontal coordinates were scaled from a topographic map and have
 AO0163.an estimated accuracy of +/- 6 seconds.
 AO0163
 AO0163.The orthometric height was determined by differential leveling
 AO0163.and adjusted by the National Geodetic Survey in June 1991..
 AO0163
 AO0163.The geoid height was determined by GEOID03.
 AO0163
 AO0163.The dynamic height is computed by dividing the NAVD 88
 AO0163.geopotential number by the normal gravity value computed on the
 AO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0163.degrees latitude (g = 980.6199 gals.).
 AO0163
 AO0163.The modeled gravity was interpolated from observed gravity values.
 AO0163
 AO0163;                    North         East    Units  Estimated Accuracy
 AO0163;SPC TXSC     - 4,124,920.      645,160.      MT  (+/- 180 meters Scaled)
 AO0163
 AO0163                          SUPERSEDED SURVEY CONTROL
 AO0163
 AO0163  NGVD 29 (??/??/92)  135.791  (m)          445.51   (f) ADJ UNCH    2 0
 AO0163
 AO0163.Superseded values are not recommended for survey control.
 AO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0163.See file dsdata.txt to determine how the superseded data were derived.
 AO0163
 AO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT451036(NAD 83)
 AO0163_MARKER: DB = BENCH MARK DISK
 AO0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0163_STAMPING: T 343 1935
 AO0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0163+STABILITY: SURFACE MOTION
 AO0163
 AO0163  HISTORY     - Date     Condition        Report By
 AO0163  HISTORY     - 1935     MONUMENTED       CGS
 AO0163  HISTORY     - 1968     MARK NOT FOUND   USGS
 AO0163  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AO0163
 AO0163                          STATION DESCRIPTION
 AO0163
 AO0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0163'2.3 MI NE FROM JOURDANTON JUNCTION.
 AO0163'2.3 MILES NE OF AND ALONG THE M P R R AT A ROAD CROSSING.  17 YARDS SE
 AO0163'OF CENTER OF TRACK.  2 YARDS NW OF R/W FENCE.  16 YARDS S OF CENTER OF
 AO0163'ROAD.
 AO0163
 AO0163                          STATION RECOVERY (1968)
 AO0163
 AO0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AO0163'MARK NOT FOUND.
 AO0163
 AO0163                          STATION RECOVERY (1997)
 AO0163
 AO0163'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1463 ***********************************************************************
 FL1463  DESIGNATION -  T 345
 FL1463  PID         -  FL1463
 FL1463  STATE/COUNTY-  TX/MOORE
 FL1463  USGS QUAD   -  DUMAS NE (1972)
 FL1463
 FL1463                         *CURRENT SURVEY CONTROL
 FL1463  ___________________________________________________________________
 FL1463* NAD 83(1986)-  35 54 28.     (N)    101 45 34.     (W)     SCALED    
 FL1463* NAVD 88     -      1056.735  (meters)    3466.97   (feet)  ADJUSTED  
 FL1463  ___________________________________________________________________
 FL1463  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FL1463  DYNAMIC HT  -        1055.531 (meters)    3463.02  (feet)  COMP
 FL1463  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 FL1463
 FL1463  VERT ORDER  -  SECOND    CLASS 0
 FL1463
 FL1463.The horizontal coordinates were scaled from a topographic map and have
 FL1463.an estimated accuracy of +/- 6 seconds.
 FL1463
 FL1463.The orthometric height was determined by differential leveling
 FL1463.and adjusted by the National Geodetic Survey in June 1991..
 FL1463
 FL1463.The geoid height was determined by GEOID03.
 FL1463
 FL1463.The dynamic height is computed by dividing the NAVD 88
 FL1463.geopotential number by the normal gravity value computed on the
 FL1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1463.degrees latitude (g = 980.6199 gals.).
 FL1463
 FL1463.The modeled gravity was interpolated from observed gravity values.
 FL1463
 FL1463;                    North         East    Units  Estimated Accuracy
 FL1463;SPC TX N     - 1,211,680.      176,580.      MT  (+/- 180 meters Scaled)
 FL1463
 FL1463                          SUPERSEDED SURVEY CONTROL
 FL1463
 FL1463  NGVD 29 (??/??/92) 1056.224  (m)         3465.29   (f) ADJ UNCH    2 0
 FL1463
 FL1463.Superseded values are not recommended for survey control.
 FL1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1463.See file dsdata.txt to determine how the superseded data were derived.
 FL1463
 FL1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE509772(NAD 83)
 FL1463_MARKER: DB = BENCH MARK DISK
 FL1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1463_STAMPING: T 345 1952
 FL1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1463+STABILITY: SURFACE MOTION
 FL1463
 FL1463  HISTORY     - Date     Condition        Report By
 FL1463  HISTORY     - 1952     MONUMENTED       CGS
 FL1463  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1463
 FL1463                          STATION DESCRIPTION
 FL1463
 FL1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1463'15.2 MI NE FROM DUMAS.
 FL1463'9.2 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1463'HIGHWAY 287 AT DUMAS, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 FL1463'THENCE 3.0 MILES EAST ALONG A GRADED DIRT ROAD, 113 FEET WEST OF THE
 FL1463'CENTER LINE OF A PRIVATE ROAD LEADING NORTH TO A FARMHOUSE, 67 FEET
 FL1463'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 37 FEET NORTH OF A
 FL1463'FENCE, 1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL1463'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FL1463
 FL1463                          STATION RECOVERY (1971)
 FL1463
 FL1463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1472 ***********************************************************************
 FL1472  DESIGNATION -  T 346
 FL1472  PID         -  FL1472
 FL1472  STATE/COUNTY-  TX/MOORE
 FL1472  USGS QUAD   -  DUMAS NORTH (1965)
 FL1472
 FL1472                         *CURRENT SURVEY CONTROL
 FL1472  ___________________________________________________________________
 FL1472* NAD 83(1986)-  35 54 30.     (N)    101 53 30.     (W)     SCALED    
 FL1472* NAVD 88     -      1090.637  (meters)    3578.20   (feet)  ADJUSTED  
 FL1472  ___________________________________________________________________
 FL1472  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1472  DYNAMIC HT  -        1089.385 (meters)    3574.09  (feet)  COMP
 FL1472  MODELED GRAV-     979,447.9   (mgal)                       NAVD 88
 FL1472
 FL1472  VERT ORDER  -  SECOND    CLASS 0
 FL1472
 FL1472.The horizontal coordinates were scaled from a topographic map and have
 FL1472.an estimated accuracy of +/- 6 seconds.
 FL1472
 FL1472.The orthometric height was determined by differential leveling
 FL1472.and adjusted by the National Geodetic Survey in June 1991..
 FL1472
 FL1472.The geoid height was determined by GEOID03.
 FL1472
 FL1472.The dynamic height is computed by dividing the NAVD 88
 FL1472.geopotential number by the normal gravity value computed on the
 FL1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1472.degrees latitude (g = 980.6199 gals.).
 FL1472
 FL1472.The modeled gravity was interpolated from observed gravity values.
 FL1472
 FL1472;                    North         East    Units  Estimated Accuracy
 FL1472;SPC TX N     - 1,211,780.      164,650.      MT  (+/- 180 meters Scaled)
 FL1472
 FL1472                          SUPERSEDED SURVEY CONTROL
 FL1472
 FL1472  NGVD 29 (??/??/92) 1090.107  (m)         3576.46   (f) ADJ UNCH    2 0
 FL1472
 FL1472.Superseded values are not recommended for survey control.
 FL1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1472.See file dsdata.txt to determine how the superseded data were derived.
 FL1472
 FL1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE390776(NAD 83)
 FL1472_MARKER: DB = BENCH MARK DISK
 FL1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1472_STAMPING: T 346 1952
 FL1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1472+STABILITY: SURFACE MOTION
 FL1472
 FL1472  HISTORY     - Date     Condition        Report By
 FL1472  HISTORY     - 1952     MONUMENTED       CGS
 FL1472
 FL1472                          STATION DESCRIPTION
 FL1472
 FL1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1472'8.3 MI NE FROM DUMAS.
 FL1472'2.5 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE COURTHOUSE AT DUMAS,
 FL1472'THENCE 3.7 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 FL1472'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 FL1472'ROAD, 69 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 32 FEET SOUTH OF
 FL1472'THE SOUTHEAST CORNER OF A CATTLE GUARD, 9 FEET EAST OF THE CENTER LINE
 FL1472'OF A TRAIL LEADING SOUTH, 35 FEET SOUTH OF A FENCE, 2 FEET WEST OF A
 FL1472'FENCE LEADING SOUTH, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 FL1472'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0035 ***********************************************************************
 FM0035  DESIGNATION -  T 347
 FM0035  PID         -  FM0035
 FM0035  STATE/COUNTY-  TX/HARTLEY
 FM0035  USGS QUAD   -  MORAN RANCH (1963)
 FM0035
 FM0035                         *CURRENT SURVEY CONTROL
 FM0035  ___________________________________________________________________
 FM0035* NAD 83(1986)-  35 54 36.     (N)    102 14 54.     (W)     SCALED    
 FM0035* NAVD 88     -      1178.028  (meters)    3864.91   (feet)  ADJUSTED  
 FM0035  ___________________________________________________________________
 FM0035  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 FM0035  DYNAMIC HT  -        1176.651 (meters)    3860.40  (feet)  COMP
 FM0035  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 FM0035
 FM0035  VERT ORDER  -  SECOND    CLASS 0
 FM0035
 FM0035.The horizontal coordinates were scaled from a topographic map and have
 FM0035.an estimated accuracy of +/- 6 seconds.
 FM0035
 FM0035.The orthometric height was determined by differential leveling
 FM0035.and adjusted by the National Geodetic Survey in June 1991..
 FM0035
 FM0035.The geoid height was determined by GEOID03.
 FM0035
 FM0035.The dynamic height is computed by dividing the NAVD 88
 FM0035.geopotential number by the normal gravity value computed on the
 FM0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0035.degrees latitude (g = 980.6199 gals.).
 FM0035
 FM0035.The modeled gravity was interpolated from observed gravity values.
 FM0035
 FM0035;                    North         East    Units  Estimated Accuracy
 FM0035;SPC TX N     - 1,212,150.      132,460.      MT  (+/- 180 meters Scaled)
 FM0035
 FM0035                          SUPERSEDED SURVEY CONTROL
 FM0035
 FM0035  NGVD 29 (??/??/92) 1177.468  (m)         3863.08   (f) ADJ UNCH    2 0
 FM0035
 FM0035.Superseded values are not recommended for survey control.
 FM0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0035.See file dsdata.txt to determine how the superseded data were derived.
 FM0035
 FM0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV483774(NAD 83)
 FM0035_MARKER: DB = BENCH MARK DISK
 FM0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0035_STAMPING: T-347 1952
 FM0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0035+STABILITY: SURFACE MOTION
 FM0035
 FM0035  HISTORY     - Date     Condition        Report By
 FM0035  HISTORY     - 1952     MONUMENTED       CGS
 FM0035  HISTORY     - 1963     GOOD             USGS
 FM0035
 FM0035                          STATION DESCRIPTION
 FM0035
 FM0035'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0035'11.5 MI NE FROM HARTLEY.
 FM0035'8.5 MILES EAST ALONG U S HIGHWAY FROM THE P.O. AT HARTLEY, HARTLEY
 FM0035'CO., THENCE 3.0 MILES NORTH ALONG A GRADED ROAD TO A T-ROAD EAST.  21
 FM0035'FT NORTH AND 48 FT EAST OF THE T-ROAD.  2 FT WEST OF THE NS ROW FENCE.
 FM0035'A STANDARD DISK, STAMPED T-347 1952 AND SET IN THE TOP OF A CONCRETE
 FM0035'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0147 ***********************************************************************
 GL0147  DESIGNATION -  T 348
 GL0147  PID         -  GL0147
 GL0147  STATE/COUNTY-  TX/DALLAM
 GL0147  USGS QUAD   -  WILCO (1965)
 GL0147
 GL0147                         *CURRENT SURVEY CONTROL
 GL0147  ___________________________________________________________________
 GL0147* NAD 83(1986)-  36 04 44.     (N)    102 15 10.     (W)     SCALED    
 GL0147* NAVD 88     -      1169.335  (meters)    3836.39   (feet)  ADJUSTED  
 GL0147  ___________________________________________________________________
 GL0147  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 GL0147  DYNAMIC HT  -        1167.994 (meters)    3831.99  (feet)  COMP
 GL0147  MODELED GRAV-     979,445.5   (mgal)                       NAVD 88
 GL0147
 GL0147  VERT ORDER  -  SECOND    CLASS 0
 GL0147
 GL0147.The horizontal coordinates were scaled from a topographic map and have
 GL0147.an estimated accuracy of +/- 6 seconds.
 GL0147
 GL0147.The orthometric height was determined by differential leveling
 GL0147.and adjusted by the National Geodetic Survey in June 1991..
 GL0147
 GL0147.The geoid height was determined by GEOID03.
 GL0147
 GL0147.The dynamic height is computed by dividing the NAVD 88
 GL0147.geopotential number by the normal gravity value computed on the
 GL0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0147.degrees latitude (g = 980.6199 gals.).
 GL0147
 GL0147.The modeled gravity was interpolated from observed gravity values.
 GL0147
 GL0147;                    North         East    Units  Estimated Accuracy
 GL0147;SPC TX N     - 1,230,890.      132,200.      MT  (+/- 180 meters Scaled)
 GL0147
 GL0147                          SUPERSEDED SURVEY CONTROL
 GL0147
 GL0147  NGVD 29 (??/??/92) 1168.78   (m)         3834.6    (f) COMPUTED    2 0
 GL0147
 GL0147.Superseded values are not recommended for survey control.
 GL0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0147.See file dsdata.txt to determine how the superseded data were derived.
 GL0147
 GL0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV473961(NAD 83)
 GL0147_MARKER: DB = BENCH MARK DISK
 GL0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0147_STAMPING: T 348 1952
 GL0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0147+STABILITY: SURFACE MOTION
 GL0147
 GL0147  HISTORY     - Date     Condition        Report By
 GL0147  HISTORY     - 1952     MONUMENTED       CGS
 GL0147
 GL0147                          STATION DESCRIPTION
 GL0147
 GL0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0147'11.2 MI S FROM CONLEN.
 GL0147'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0147'HIGHWAY 54 AT CONLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GL0147'THENCE 0.6 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.1 MILES SOUTH
 GL0147'ALONG A GRADED DIRT ROAD, 0.25 MILE NORTH OF A PRIVATE DRIVEWAY
 GL0147'LEADING WEST TO A WINDMILL, 70 FEET WEST OF A POWER POLE, 42 FEET WEST
 GL0147'OF THE CENTER LINE OF THE ROAD, 0.6 FOOT WEST OF A FENCE, 2 FEET NORTH
 GL0147'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0147'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1800 ***********************************************************************
 AX1800  DESIGNATION -  T 350 RESET 1958
 AX1800  PID         -  AX1800
 AX1800  STATE/COUNTY-  TX/GONZALES
 AX1800  USGS QUAD   -  HAMON (1987)
 AX1800
 AX1800                         *CURRENT SURVEY CONTROL
 AX1800  ___________________________________________________________________
 AX1800* NAD 83(1986)-  29 22 50.     (N)    097 21 31.     (W)     SCALED    
 AX1800* NAVD 88     -        92.25   (+/-2cm)     302.7    (feet)  VERTCON   
 AX1800  ___________________________________________________________________
 AX1800  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AX1800
 AX1800  VERT ORDER  -  THIRD (See Below)
 AX1800
 AX1800.The horizontal coordinates were scaled from a topographic map and have
 AX1800.an estimated accuracy of +/- 6 seconds.
 AX1800
 AX1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1800.The vertical order pertains to the NGVD 29 superseded value.
 AX1800
 AX1800.The geoid height was determined by GEOID03.
 AX1800
 AX1800;                    North         East    Units  Estimated Accuracy
 AX1800;SPC TXSC     - 4,172,590.      759,320.      MT  (+/- 180 meters Scaled)
 AX1800
 AX1800                          SUPERSEDED SURVEY CONTROL
 AX1800
 AX1800  NGVD 29 (??/??/??)   92.22   (m)          302.6    (f) RESET       3  
 AX1800
 AX1800.Superseded values are not recommended for survey control.
 AX1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1800.See file dsdata.txt to determine how the superseded data were derived.
 AX1800
 AX1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT592512(NAD 83)
 AX1800_MARKER: DB = BENCH MARK DISK
 AX1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1800_STAMPING: T 350 RESET 1958
 AX1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1800+STABILITY: SURFACE MOTION
 AX1800
 AX1800  HISTORY     - Date     Condition        Report By
 AX1800  HISTORY     - 1958     MONUMENTED       TXHD
 AX1800  HISTORY     - 1959     GOOD             TXHD
 AX1800  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1800
 AX1800                          STATION DESCRIPTION
 AX1800
 AX1800'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX1800'10.4 MI SE FROM GONZALES.
 AX1800'IN GONZALES COUNTY, ABOUT 10.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 183
 AX1800'FROM THE COUNTY COURTHOUSE AT GONZALES, GONZALES COUNTY, ABOUT 6.3
 AX1800'MILES NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 111 AT HOCHHEIM, DE
 AX1800'WITT COUNTY, ABOUT 0.4 MILE SOUTHEAST OF A COUNTRY STORE, 58.5 FEET
 AX1800'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF A FENCE
 AX1800'CORNER AND ABOUT LEVEL WITH THE HIGHWAY. A STANDARD DISK, STAMPED T
 AX1800'350 RESET 1958 AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.5 FOOT
 AX1800'ABOVE THE NATURAL GROUND LEVEL.  NOTE-- THE MILEAGE FROM HOCHHEIM WAS
 AX1800'CHANGED DUE TO THE RELOCATION OF U.S. HIGHWAY 183 AND STATE HIGHWAY
 AX1800'111 AT HOCHHEIM.
 AX1800
 AX1800                          STATION RECOVERY (1988)
 AX1800
 AX1800'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0116 ***********************************************************************
 FL0116  DESIGNATION -  T 352
 FL0116  PID         -  FL0116
 FL0116  STATE/COUNTY-  TX/WHEELER
 FL0116  USGS QUAD   -  FULLER (1963)
 FL0116
 FL0116                         *CURRENT SURVEY CONTROL
 FL0116  ___________________________________________________________________
 FL0116* NAD 83(1986)-  35 13 54.     (N)    100 01 55.     (W)     SCALED    
 FL0116* NAVD 88     -       655.845  (meters)    2151.72   (feet)  ADJUSTED  
 FL0116  ___________________________________________________________________
 FL0116  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL0116  DYNAMIC HT  -         655.173 (meters)    2149.51  (feet)  COMP
 FL0116  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 FL0116
 FL0116  VERT ORDER  -  FIRST     CLASS II
 FL0116
 FL0116.The horizontal coordinates were scaled from a topographic map and have
 FL0116.an estimated accuracy of +/- 6 seconds.
 FL0116
 FL0116.The orthometric height was determined by differential leveling
 FL0116.and adjusted by the National Geodetic Survey in June 1991..
 FL0116
 FL0116.The geoid height was determined by GEOID03.
 FL0116
 FL0116.The dynamic height is computed by dividing the NAVD 88
 FL0116.geopotential number by the normal gravity value computed on the
 FL0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0116.degrees latitude (g = 980.6199 gals.).
 FL0116
 FL0116.The modeled gravity was interpolated from observed gravity values.
 FL0116
 FL0116;                    North         East    Units  Estimated Accuracy
 FL0116;SPC TX N     - 1,137,630.      333,620.      MT  (+/- 180 meters Scaled)
 FL0116
 FL0116                          SUPERSEDED SURVEY CONTROL
 FL0116
 FL0116  NGVD 29 (??/??/92)  655.60   (m)         2150.9    (f) COMPUTED    1 2
 FL0116
 FL0116.Superseded values are not recommended for survey control.
 FL0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0116.See file dsdata.txt to determine how the superseded data were derived.
 FL0116
 FL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD060992(NAD 83)
 FL0116_MARKER: DB = BENCH MARK DISK
 FL0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0116_STAMPING: T 352 1953
 FL0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0116+STABILITY: SURFACE MOTION
 FL0116
 FL0116  HISTORY     - Date     Condition        Report By
 FL0116  HISTORY     - 1953     MONUMENTED       CGS
 FL0116
 FL0116                          STATION DESCRIPTION
 FL0116
 FL0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0116'0.8 MI W FROM BENONINE.
 FL0116'0.8 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0116'THE STATION SIGN AT BENONINE, 2 POLES EAST OF MILEPOST 651, 44 FEET
 FL0116'SOUTH OF THE SOUTH RAIL, 3.6 FEET NORTH OF A FENCE, 2.6 FEET SOUTHEAST
 FL0116'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FL0116'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0155 ***********************************************************************
 FL0155  DESIGNATION -  T 353
 FL0155  PID         -  FL0155
 FL0155  STATE/COUNTY-  TX/WHEELER
 FL0155  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0155
 FL0155                         *CURRENT SURVEY CONTROL
 FL0155  ___________________________________________________________________
 FL0155* NAD 83(1986)-  35 13 09.     (N)    100 15 10.     (W)     SCALED    
 FL0155* NAVD 88     -       709.154  (meters)    2326.62   (feet)  ADJUSTED  
 FL0155  ___________________________________________________________________
 FL0155  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0155  DYNAMIC HT  -         708.417 (meters)    2324.20  (feet)  COMP
 FL0155  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 FL0155
 FL0155  VERT ORDER  -  FIRST     CLASS II
 FL0155
 FL0155.The horizontal coordinates were scaled from a topographic map and have
 FL0155.an estimated accuracy of +/- 6 seconds.
 FL0155
 FL0155.The orthometric height was determined by differential leveling
 FL0155.and adjusted by the National Geodetic Survey in June 1991..
 FL0155
 FL0155.The geoid height was determined by GEOID03.
 FL0155
 FL0155.The dynamic height is computed by dividing the NAVD 88
 FL0155.geopotential number by the normal gravity value computed on the
 FL0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0155.degrees latitude (g = 980.6199 gals.).
 FL0155
 FL0155.The modeled gravity was interpolated from observed gravity values.
 FL0155
 FL0155;                    North         East    Units  Estimated Accuracy
 FL0155;SPC TX N     - 1,135,970.      313,540.      MT  (+/- 180 meters Scaled)
 FL0155
 FL0155                          SUPERSEDED SURVEY CONTROL
 FL0155
 FL0155  NGVD 29 (??/??/92)  708.86   (m)         2325.7    (f) COMPUTED    1 2
 FL0155
 FL0155.Superseded values are not recommended for survey control.
 FL0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0155.See file dsdata.txt to determine how the superseded data were derived.
 FL0155
 FL0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD859980(NAD 83)
 FL0155_MARKER: DB = BENCH MARK DISK
 FL0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0155_STAMPING: T 353 1953
 FL0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0155+STABILITY: SURFACE MOTION
 FL0155
 FL0155  HISTORY     - Date     Condition        Report By
 FL0155  HISTORY     - 1953     MONUMENTED       CGS
 FL0155
 FL0155                          STATION DESCRIPTION
 FL0155
 FL0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0155'IN SHAMROCK.
 FL0155'AT SHAMROCK, 84 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FORT
 FL0155'WORTH AND DENVER RAILROAD STATION, 88.7 FEET EAST OF THE EAST RAIL OF
 FL0155'THE MAIN TRACK, 21 FEET EAST OF A SWITCH STAND, 60 FEET WEST OF THE
 FL0155'CENTER LINE OF A NORTH AND SOUTH STREET, 27 FEET WEST OF A POWER POLE,
 FL0155'2.7 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL0155'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0303 ***********************************************************************
 FL0303  DESIGNATION -  T 354
 FL0303  PID         -  FL0303
 FL0303  STATE/COUNTY-  TX/GRAY
 FL0303  USGS QUAD   -  MC LEAN (1978)
 FL0303
 FL0303                         *CURRENT SURVEY CONTROL
 FL0303  ___________________________________________________________________
 FL0303* NAD 83(1986)-  35 13 59.     (N)    100 36 34.     (W)     SCALED    
 FL0303* NAVD 88     -       876.253  (meters)    2874.84   (feet)  ADJUSTED  
 FL0303  ___________________________________________________________________
 FL0303  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL0303  DYNAMIC HT  -         875.296 (meters)    2871.70  (feet)  COMP
 FL0303  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 FL0303
 FL0303  VERT ORDER  -  FIRST     CLASS II
 FL0303
 FL0303.The horizontal coordinates were scaled from a topographic map and have
 FL0303.an estimated accuracy of +/- 6 seconds.
 FL0303
 FL0303.The orthometric height was determined by differential leveling
 FL0303.and adjusted by the National Geodetic Survey in June 1991..
 FL0303
 FL0303.The geoid height was determined by GEOID03.
 FL0303
 FL0303.The dynamic height is computed by dividing the NAVD 88
 FL0303.geopotential number by the normal gravity value computed on the
 FL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0303.degrees latitude (g = 980.6199 gals.).
 FL0303
 FL0303.The modeled gravity was interpolated from observed gravity values.
 FL0303
 FL0303;                    North         East    Units  Estimated Accuracy
 FL0303;SPC TX N     - 1,137,160.      281,060.      MT  (+/- 180 meters Scaled)
 FL0303
 FL0303                          SUPERSEDED SURVEY CONTROL
 FL0303
 FL0303  NGVD 29 (??/??/92)  875.899  (m)         2873.68   (f) ADJ UNCH    1 2
 FL0303
 FL0303.Superseded values are not recommended for survey control.
 FL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0303.See file dsdata.txt to determine how the superseded data were derived.
 FL0303
 FL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE535000(NAD 83)
 FL0303_MARKER: DB = BENCH MARK DISK
 FL0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0303_STAMPING: T 354 1953
 FL0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0303+STABILITY: SURFACE MOTION
 FL0303
 FL0303  HISTORY     - Date     Condition        Report By
 FL0303  HISTORY     - 1953     MONUMENTED       CGS
 FL0303
 FL0303                          STATION DESCRIPTION
 FL0303
 FL0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0303'0.5 MI W FROM MCLEAN.
 FL0303'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0303'THE STATION AT MCLEAN, 240 FEET SOUTH OF THE JUNCTION OF THE CENTER
 FL0303'LINES OF U.S. HIGHWAY 66 AND STATE HIGHWAY 273, 55 FEET SOUTHWEST OF
 FL0303'THE CENTER OF AN OILED ROAD CROSSING, 45.3 FEET SOUTH OF THE SOUTH
 FL0303'RAIL, 27 FEET WEST OF A FENCE CORNER, 1.3 FEET NORTH OF A FENCE, 2.7
 FL0303'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0303'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0131 ***********************************************************************
 AO0131  DESIGNATION -  T 356
 AO0131  PID         -  AO0131
 AO0131  STATE/COUNTY-  TX/LA SALLE
 AO0131  USGS QUAD   -  PIEDRA CREEK SW (1974)
 AO0131
 AO0131                         *CURRENT SURVEY CONTROL
 AO0131  ___________________________________________________________________
 AO0131* NAD 83(1986)-  28 03 01.     (N)    098 58 02.     (W)     SCALED    
 AO0131* NAVD 88     -       108.138  (meters)     354.78   (feet)  POSTED    
 AO0131  ___________________________________________________________________
 AO0131  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AO0131  DYNAMIC HT  -         107.970 (meters)     354.23  (feet)  COMP
 AO0131  MODELED GRAV-     979,120.5   (mgal)                       NAVD 88
 AO0131
 AO0131  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0131
 AO0131.The horizontal coordinates were scaled from a topographic map and have
 AO0131.an estimated accuracy of +/- 6 seconds.
 AO0131
 AO0131.The orthometric height was determined by differential leveling
 AO0131.and adjusted by the National Geodetic Survey in 1992..
 AO0131.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0131.rate of 1.1 thru 2.0 mm/km.
 AO0131
 AO0131.The geoid height was determined by GEOID03.
 AO0131
 AO0131.The dynamic height is computed by dividing the NAVD 88
 AO0131.geopotential number by the normal gravity value computed on the
 AO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0131.degrees latitude (g = 980.6199 gals.).
 AO0131
 AO0131.The modeled gravity was interpolated from observed gravity values.
 AO0131
 AO0131;                    North         East    Units  Estimated Accuracy
 AO0131;SPC TXSC     - 4,024,050.      603,220.      MT  (+/- 180 meters Scaled)
 AO0131
 AO0131                          SUPERSEDED SURVEY CONTROL
 AO0131
 AO0131  NGVD 29 (??/??/92)  108.102  (m)          354.66   (f) ADJ UNCH    2 0
 AO0131
 AO0131.Superseded values are not recommended for survey control.
 AO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0131.See file dsdata.txt to determine how the superseded data were derived.
 AO0131
 AO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS032027(NAD 83)
 AO0131_MARKER: DB = BENCH MARK DISK
 AO0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0131_STAMPING: T 356 1935
 AO0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0131+STABILITY: SURFACE MOTION
 AO0131
 AO0131  HISTORY     - Date     Condition        Report By
 AO0131  HISTORY     - 1935     MONUMENTED       CGS
 AO0131  HISTORY     - 1973     GOOD             USGS
 AO0131
 AO0131                          STATION DESCRIPTION
 AO0131
 AO0131'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AO0131'35.5 MI NW FROM FREER.
 AO0131'COTULLA.  0.8 MI. E. OF ALONG U.S. HWY. 97 TO JCT. OF STATE HWY. 468.
 AO0131'THENCE 22.0 MI. SE ALONG STATE HWYS. 468 AND 624 TO JCT. OF A COUNTY
 AO0131'ROAD S.  THENCE 5.7 MI. S. ALONG MAIN TRAVELED ROAD TO A LOCKED GATE.
 AO0131'GO THROUGH GATE INTO A RANCH CONTROLLED BY PAT WELDER OF VICTORIA,
 AO0131'TEX. CONTINUE S. ON MAIN TRAVELED ROAD 7.0 MI. CROSSING THE NUECES
 AO0131'RIVER.  TO A SHARP CURVE E. ABOUT 0.2 MI. S. OF A T-ROAD W.  NEAR THE
 AO0131'LA SALLE - WEBB COUNTY LINE.  135 FEET SE OF THE CORNER OF A T-FENCE
 AO0131'E.  46 FEET E. OF THE N-S FENCE.  IN TOP OF CONCRETE POST PROJECTING
 AO0131'0.6 FT.  A STANDARD US C AND GS BRONZE DISK STAMPED T 356 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0097 ***********************************************************************
 AJ0097  DESIGNATION -  T 357
 AJ0097  PID         -  AJ0097
 AJ0097  STATE/COUNTY-  TX/DUVAL
 AJ0097  USGS QUAD   -  ROSITA SE (1969)
 AJ0097
 AJ0097                         *CURRENT SURVEY CONTROL
 AJ0097  ___________________________________________________________________
 AJ0097* NAD 83(1986)-  27 46 02.     (N)    098 19 42.     (W)     SCALED    
 AJ0097* NAVD 88     -       126.899  (meters)     416.33   (feet)  POSTED    
 AJ0097  ___________________________________________________________________
 AJ0097  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AJ0097  DYNAMIC HT  -         126.700 (meters)     415.68  (feet)  COMP
 AJ0097  MODELED GRAV-     979,090.9   (mgal)                       NAVD 88
 AJ0097
 AJ0097  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0097
 AJ0097.The horizontal coordinates were scaled from a topographic map and have
 AJ0097.an estimated accuracy of +/- 6 seconds.
 AJ0097
 AJ0097.The orthometric height was determined by differential leveling
 AJ0097.and adjusted by the National Geodetic Survey in 1992..
 AJ0097.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0097.rate of 1.1 thru 2.0 mm/km.
 AJ0097
 AJ0097.The geoid height was determined by GEOID03.
 AJ0097
 AJ0097.The dynamic height is computed by dividing the NAVD 88
 AJ0097.geopotential number by the normal gravity value computed on the
 AJ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0097.degrees latitude (g = 980.6199 gals.).
 AJ0097
 AJ0097.The modeled gravity was interpolated from observed gravity values.
 AJ0097
 AJ0097;                    North         East    Units  Estimated Accuracy
 AJ0097;SPC TX S     - 5,232,740.      316,920.      MT  (+/- 180 meters Scaled)
 AJ0097
 AJ0097                          SUPERSEDED SURVEY CONTROL
 AJ0097
 AJ0097  NGVD 29 (??/??/92)  126.964  (m)          416.55   (f) ADJ UNCH    2 0
 AJ0097
 AJ0097.Superseded values are not recommended for survey control.
 AJ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0097.See file dsdata.txt to determine how the superseded data were derived.
 AJ0097
 AJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR661715(NAD 83)
 AJ0097_MARKER: DB = BENCH MARK DISK
 AJ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0097_STAMPING: T-357 1935
 AJ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0097+STABILITY: SURFACE MOTION
 AJ0097
 AJ0097  HISTORY     - Date     Condition        Report By
 AJ0097  HISTORY     - 1935     MONUMENTED       CGS
 AJ0097  HISTORY     - 1969     MARK NOT FOUND   USGS
 AJ0097
 AJ0097                          STATION DESCRIPTION
 AJ0097
 AJ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0097'6.0 MI W FROM SAN DIEGO.
 AJ0097'6.0 MILES W. OF AND ALONG STATE HIGHWAY 55.  45 FT. S. OF CENTERLINE
 AJ0097'OF HY.  72 YDS. W. OF A CATTLE GUARD ACROSS HY.  SET IN TOP OF A
 AJ0097'CONCRETE POST.
 AJ0097
 AJ0097                          STATION RECOVERY (1969)
 AJ0097
 AJ0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0645 ***********************************************************************
 GK0645  DESIGNATION -  T 358
 GK0645  PID         -  GK0645
 GK0645  STATE/COUNTY-  TX/MOORE
 GK0645  USGS QUAD   -  SUNRAY (1972)
 GK0645
 GK0645                         *CURRENT SURVEY CONTROL
 GK0645  ___________________________________________________________________
 GK0645* NAD 83(1986)-  36 01 26.     (N)    101 51 20.     (W)     SCALED    
 GK0645* NAVD 88     -      1068.553  (meters)    3505.74   (feet)  ADJUSTED  
 GK0645  ___________________________________________________________________
 GK0645  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 GK0645  DYNAMIC HT  -        1067.342 (meters)    3501.77  (feet)  COMP
 GK0645  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 GK0645
 GK0645  VERT ORDER  -  SECOND    CLASS 0
 GK0645
 GK0645.The horizontal coordinates were scaled from a topographic map and have
 GK0645.an estimated accuracy of +/- 6 seconds.
 GK0645
 GK0645.The orthometric height was determined by differential leveling
 GK0645.and adjusted by the National Geodetic Survey in June 1991..
 GK0645
 GK0645.The geoid height was determined by GEOID03.
 GK0645
 GK0645.The dynamic height is computed by dividing the NAVD 88
 GK0645.geopotential number by the normal gravity value computed on the
 GK0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0645.degrees latitude (g = 980.6199 gals.).
 GK0645
 GK0645.The modeled gravity was interpolated from observed gravity values.
 GK0645
 GK0645;                    North         East    Units  Estimated Accuracy
 GK0645;SPC TX N     - 1,224,590.      167,950.      MT  (+/- 180 meters Scaled)
 GK0645
 GK0645                          SUPERSEDED SURVEY CONTROL
 GK0645
 GK0645  NGVD 29 (??/??/92) 1068.047  (m)         3504.08   (f) ADJ UNCH    2 0
 GK0645
 GK0645.Superseded values are not recommended for survey control.
 GK0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0645.See file dsdata.txt to determine how the superseded data were derived.
 GK0645
 GK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE426903(NAD 83)
 GK0645_MARKER: DB = BENCH MARK DISK
 GK0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0645_STAMPING: T 358 1943
 GK0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0645+STABILITY: SURFACE MOTION
 GK0645
 GK0645  HISTORY     - Date     Condition        Report By
 GK0645  HISTORY     - 1943     MONUMENTED       CGS
 GK0645
 GK0645                          STATION DESCRIPTION
 GK0645
 GK0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0645'1.55 MI W FROM SUNRAY.
 GK0645'THIS MARK IS ABOUT 1.55 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0645'GULF RAILWAY FROM THE STATION AT SUNRAY, MOORE COUNTY, ABOUT 4 POLES
 GK0645'WEST OF MILEPOST 21-20, 3.0 FEET WEST OF POWER POLE NUMBER 6-12, SET
 GK0645'ON THE WEST SIDE OF A DRY LAKE BED, 29.0 FEET NORTH OF THE NORTH RAIL,
 GK0645'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0430 ***********************************************************************
 EN0430  DESIGNATION -  T 360
 EN0430  PID         -  EN0430
 EN0430  STATE/COUNTY-  TX/RANDALL
 EN0430  USGS QUAD   -  CANYON (1984)
 EN0430
 EN0430                         *CURRENT SURVEY CONTROL
 EN0430  ___________________________________________________________________
 EN0430* NAD 83(1986)-  34 54 43.     (N)    101 55 04.     (W)     SCALED    
 EN0430* NAVD 88     -      1099.767  (meters)    3608.15   (feet)  ADJUSTED  
 EN0430  ___________________________________________________________________
 EN0430  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 EN0430  DYNAMIC HT  -        1098.425 (meters)    3603.75  (feet)  COMP
 EN0430  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 EN0430
 EN0430  VERT ORDER  -  SECOND    CLASS 0
 EN0430
 EN0430.The horizontal coordinates were scaled from a topographic map and have
 EN0430.an estimated accuracy of +/- 6 seconds.
 EN0430
 EN0430.The orthometric height was determined by differential leveling
 EN0430.and adjusted by the National Geodetic Survey in June 1991..
 EN0430
 EN0430.The geoid height was determined by GEOID03.
 EN0430
 EN0430.The dynamic height is computed by dividing the NAVD 88
 EN0430.geopotential number by the normal gravity value computed on the
 EN0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0430.degrees latitude (g = 980.6199 gals.).
 EN0430
 EN0430.The modeled gravity was interpolated from observed gravity values.
 EN0430
 EN0430;                    North         East    Units  Estimated Accuracy
 EN0430;SPC TX N     - 1,101,250.      161,820.      MT  (+/- 180 meters Scaled)
 EN0430
 EN0430                          SUPERSEDED SURVEY CONTROL
 EN0430
 EN0430  NGVD 29 (??/??/92) 1099.290  (m)         3606.59   (f) ADJ UNCH    2 0
 EN0430
 EN0430.Superseded values are not recommended for survey control.
 EN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0430.See file dsdata.txt to determine how the superseded data were derived.
 EN0430
 EN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD334671(NAD 83)
 EN0430_MARKER: DB = BENCH MARK DISK
 EN0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0430_STAMPING: T 360 1943
 EN0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0430+STABILITY: SURFACE MOTION
 EN0430
 EN0430  HISTORY     - Date     Condition        Report By
 EN0430  HISTORY     - 1943     MONUMENTED       CGS
 EN0430  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0430  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0430
 EN0430                          STATION DESCRIPTION
 EN0430
 EN0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0430'5.5 MI S FROM CANYON.
 EN0430'ABOUT 5.5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM
 EN0430'THE STATION AT CANYON, IN THE SOUTHWEST ANGLE OF A DIRT ROAD CROSSING,
 EN0430'ABOUT 2 POLES SOUTH OF MILE POST NUMBER 576, 45 FEET SOUTHWEST OF THE
 EN0430'CENTER OF THE CROSSING, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 EN0430'9 FEET NORTHWEST OF POLE NUMBER 208, 59 FEET SOUTHWEST OF THE CROSSING
 EN0430'WARNING SIGN, 2 FEET NORTH OF A WHITE REFERENCE POST AND IS A BENCH
 EN0430'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 EN0430
 EN0430                          STATION RECOVERY (1954)
 EN0430
 EN0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0430'MARK NOT FOUND.
 EN0430
 EN0430                          STATION RECOVERY (1980)
 EN0430
 EN0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0459 ***********************************************************************
 EN0459  DESIGNATION -  T 361
 EN0459  PID         -  EN0459
 EN0459  STATE/COUNTY-  TX/RANDALL
 EN0459  USGS QUAD   -  NANCE RANCH (1984)
 EN0459
 EN0459                         *CURRENT SURVEY CONTROL
 EN0459  ___________________________________________________________________
 EN0459* NAD 83(1986)-  34 59 08.     (N)    101 47 27.     (W)     SCALED    
 EN0459* NAVD 88     -      1092.604  (meters)    3584.65   (feet)  ADJUSTED  
 EN0459  ___________________________________________________________________
 EN0459  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EN0459  DYNAMIC HT  -        1091.283 (meters)    3580.32  (feet)  COMP
 EN0459  MODELED GRAV-     979,387.8   (mgal)                       NAVD 88
 EN0459
 EN0459  VERT ORDER  -  SECOND    CLASS 0
 EN0459
 EN0459.The horizontal coordinates were scaled from a topographic map and have
 EN0459.an estimated accuracy of +/- 6 seconds.
 EN0459
 EN0459.The orthometric height was determined by differential leveling
 EN0459.and adjusted by the National Geodetic Survey in June 1991..
 EN0459
 EN0459.The geoid height was determined by GEOID03.
 EN0459
 EN0459.The dynamic height is computed by dividing the NAVD 88
 EN0459.geopotential number by the normal gravity value computed on the
 EN0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0459.degrees latitude (g = 980.6199 gals.).
 EN0459
 EN0459.The modeled gravity was interpolated from observed gravity values.
 EN0459
 EN0459;                    North         East    Units  Estimated Accuracy
 EN0459;SPC TX N     - 1,109,370.      173,450.      MT  (+/- 180 meters Scaled)
 EN0459
 EN0459                          SUPERSEDED SURVEY CONTROL
 EN0459
 EN0459  NGVD 29 (??/??/92) 1092.130  (m)         3583.10   (f) ADJ UNCH    2 0
 EN0459
 EN0459.Superseded values are not recommended for survey control.
 EN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0459.See file dsdata.txt to determine how the superseded data were derived.
 EN0459
 EN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD452750(NAD 83)
 EN0459_MARKER: DB = BENCH MARK DISK
 EN0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0459_STAMPING: T 361 1943
 EN0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0459+STABILITY: SURFACE MOTION
 EN0459
 EN0459  HISTORY     - Date     Condition        Report By
 EN0459  HISTORY     - 1943     MONUMENTED       CGS
 EN0459
 EN0459                          STATION DESCRIPTION
 EN0459
 EN0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0459'7.9 MI E FROM CANYON.
 EN0459'7.9 MILES EAST ALONG PALO DURO DRIVE (STATE HIGHWAY 217) FROM THE
 EN0459'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, 0.2 MILE EAST OF THE
 EN0459'JUNCTION OF A ROAD LEADING NORTH, 75 YARDS NORTH OF A WINDMILL AND A
 EN0459'WATER RESERVOIR, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2
 EN0459'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T
 EN0459'361 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0495 ***********************************************************************
 EN0495  DESIGNATION -  T 362
 EN0495  PID         -  EN0495
 EN0495  STATE/COUNTY-  TX/ARMSTRONG
 EN0495  USGS QUAD   -  WAYSIDE (1984)
 EN0495
 EN0495                         *CURRENT SURVEY CONTROL
 EN0495  ___________________________________________________________________
 EN0495* NAD 83(1986)-  34 51 40.     (N)    101 30 22.     (W)     SCALED    
 EN0495* NAVD 88     -       783.916  (meters)    2571.90   (feet)  ADJUSTED  
 EN0495  ___________________________________________________________________
 EN0495  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EN0495  DYNAMIC HT  -         782.973 (meters)    2568.80  (feet)  COMP
 EN0495  MODELED GRAV-     979,407.7   (mgal)                       NAVD 88
 EN0495
 EN0495  VERT ORDER  -  SECOND    CLASS 0
 EN0495
 EN0495.The horizontal coordinates were scaled from a topographic map and have
 EN0495.an estimated accuracy of +/- 6 seconds.
 EN0495
 EN0495.The orthometric height was determined by differential leveling
 EN0495.and adjusted by the National Geodetic Survey in June 1991..
 EN0495
 EN0495.The geoid height was determined by GEOID03.
 EN0495
 EN0495.The dynamic height is computed by dividing the NAVD 88
 EN0495.geopotential number by the normal gravity value computed on the
 EN0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0495.degrees latitude (g = 980.6199 gals.).
 EN0495
 EN0495.The modeled gravity was interpolated from observed gravity values.
 EN0495
 EN0495;                    North         East    Units  Estimated Accuracy
 EN0495;SPC TX N     - 1,095,530.      199,440.      MT  (+/- 180 meters Scaled)
 EN0495
 EN0495                          SUPERSEDED SURVEY CONTROL
 EN0495
 EN0495  NGVD 29 (??/??/92)  783.468  (m)         2570.43   (f) ADJ UNCH    2 0
 EN0495
 EN0495.Superseded values are not recommended for survey control.
 EN0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0495.See file dsdata.txt to determine how the superseded data were derived.
 EN0495
 EN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD709605(NAD 83)
 EN0495_MARKER: DB = BENCH MARK DISK
 EN0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0495_SP_SET: TREE
 EN0495_STAMPING: T 362 1943
 EN0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0495
 EN0495  HISTORY     - Date     Condition        Report By
 EN0495  HISTORY     - 1943     MONUMENTED       CGS
 EN0495
 EN0495                          STATION DESCRIPTION
 EN0495
 EN0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0495'31.9 MI SE FROM CANYON.
 EN0495'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0495'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 11.9 MILES EAST
 EN0495'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  2.9 MILES
 EN0495'EAST OF OLD HOME RANCH CAMP, 0.5 MILE EAST OF A 40-FOOT BLUFF ON THE
 EN0495'SOUTH SIDE OF THE RIVER, ABOUT 250 FEET EAST OF BENCH MARK S 362
 EN0495'DESCRIBED ABOVE, 140 FEET SOUTHWEST OF THE SOUTHWEST BANK OF THE
 EN0495'RIVER, IN THE NORTH SIDE OF THE TRUNK OF A 14-INCH COTTONWOOD TREE,
 EN0495'AND 1.8 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED T 362 1943
 EN0495'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0384 ***********************************************************************
 FL0384  DESIGNATION -  T 363
 FL0384  PID         -  FL0384
 FL0384  STATE/COUNTY-  TX/GRAY
 FL0384  USGS QUAD   -  BACK (1962)
 FL0384
 FL0384                         *CURRENT SURVEY CONTROL
 FL0384  ___________________________________________________________________
 FL0384* NAD 83(1986)-  35 16 12.     (N)    100 34 25.     (W)     SCALED    
 FL0384* NAVD 88     -       863.943  (meters)    2834.45   (feet)  ADJUSTED  
 FL0384  ___________________________________________________________________
 FL0384  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FL0384  DYNAMIC HT  -         863.015 (meters)    2831.41  (feet)  COMP
 FL0384  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 FL0384
 FL0384  VERT ORDER  -  SECOND    CLASS 0
 FL0384
 FL0384.The horizontal coordinates were scaled from a topographic map and have
 FL0384.an estimated accuracy of +/- 6 seconds.
 FL0384
 FL0384.The orthometric height was determined by differential leveling
 FL0384.and adjusted by the National Geodetic Survey in June 1991..
 FL0384
 FL0384.The geoid height was determined by GEOID03.
 FL0384
 FL0384.The dynamic height is computed by dividing the NAVD 88
 FL0384.geopotential number by the normal gravity value computed on the
 FL0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0384.degrees latitude (g = 980.6199 gals.).
 FL0384
 FL0384.The modeled gravity was interpolated from observed gravity values.
 FL0384
 FL0384;                    North         East    Units  Estimated Accuracy
 FL0384;SPC TX N     - 1,141,280.      284,280.      MT  (+/- 180 meters Scaled)
 FL0384
 FL0384                          SUPERSEDED SURVEY CONTROL
 FL0384
 FL0384  NGVD 29 (??/??/92)  863.614  (m)         2833.37   (f) ADJ UNCH    2 0
 FL0384
 FL0384.Superseded values are not recommended for survey control.
 FL0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0384.See file dsdata.txt to determine how the superseded data were derived.
 FL0384
 FL0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE568041(NAD 83)
 FL0384_MARKER: DB = BENCH MARK DISK
 FL0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0384_STAMPING: T 363 1943
 FL0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0384+STABILITY: SURFACE MOTION
 FL0384
 FL0384  HISTORY     - Date     Condition        Report By
 FL0384  HISTORY     - 1943     MONUMENTED       CGS
 FL0384
 FL0384                          STATION DESCRIPTION
 FL0384
 FL0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0384'3.8 MI NE FROM MCLEAN.
 FL0384'2.8 MILES NORTH AND 1.0 MILE EAST ALONG GRADED DIRT ROADS FROM THE
 FL0384'POST OFFICE AT MCLEAN, IN A SMALL VALLEY, AT A ROAD JUNCTION, 32 FEET
 FL0384'EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 25 FEET NORTH OF THE
 FL0384'CENTERLINE OF THE EAST-AND-WEST ROAD, 8 FEET EAST OF A POWER-POLE
 FL0384'WHICH SERVES AS A CORNER FENCE POST, 2 FEET NORTH OF THE EAST-AND-WEST
 FL0384'FENCE LINE, AND 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST. A
 FL0384'STANDARD DISK, STAMPED T 363 1943 AND SET IN THE TOP OF A CONCRETE
 FL0384'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0242 ***********************************************************************
 CV0242  DESIGNATION -  T 364
 CV0242  PID         -  CV0242
 CV0242  STATE/COUNTY-  TX/YOAKUM
 CV0242  USGS QUAD   -  DENVER CITY (1971)
 CV0242
 CV0242                         *CURRENT SURVEY CONTROL
 CV0242  ___________________________________________________________________
 CV0242* NAD 83(1986)-  32 57 52.     (N)    102 51 52.     (W)     SCALED    
 CV0242* NAVD 88     -      1093.796  (meters)    3588.56   (feet)  ADJUSTED  
 CV0242  ___________________________________________________________________
 CV0242  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 CV0242  DYNAMIC HT  -        1092.342 (meters)    3583.79  (feet)  COMP
 CV0242  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 CV0242
 CV0242  VERT ORDER  -  SECOND    CLASS 0
 CV0242
 CV0242.The horizontal coordinates were scaled from a topographic map and have
 CV0242.an estimated accuracy of +/- 6 seconds.
 CV0242
 CV0242.The orthometric height was determined by differential leveling
 CV0242.and adjusted by the National Geodetic Survey in June 1991..
 CV0242
 CV0242.The geoid height was determined by GEOID03.
 CV0242
 CV0242.The dynamic height is computed by dividing the NAVD 88
 CV0242.geopotential number by the normal gravity value computed on the
 CV0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0242.degrees latitude (g = 980.6199 gals.).
 CV0242
 CV0242.The modeled gravity was interpolated from observed gravity values.
 CV0242
 CV0242;                    North         East    Units  Estimated Accuracy
 CV0242;SPC TXNC     - 2,152,380.      192,130.      MT  (+/- 180 meters Scaled)
 CV0242
 CV0242                          SUPERSEDED SURVEY CONTROL
 CV0242
 CV0242  NGVD 29 (??/??/92) 1093.42   (m)         3587.3    (f) COMPUTED    2 0
 CV0242
 CV0242.Superseded values are not recommended for survey control.
 CV0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0242.See file dsdata.txt to determine how the superseded data were derived.
 CV0242
 CV0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS995493(NAD 83)
 CV0242_MARKER: DB = BENCH MARK DISK
 CV0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0242_STAMPING: T 364 1943
 CV0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0242+STABILITY: SURFACE MOTION
 CV0242
 CV0242  HISTORY     - Date     Condition        Report By
 CV0242  HISTORY     - 1943     MONUMENTED       CGS
 CV0242  HISTORY     - 1971     MARK NOT FOUND   USGS
 CV0242
 CV0242                          STATION DESCRIPTION
 CV0242
 CV0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0242'2.1 MI W FROM DENVER CITY.
 CV0242'2.1 MILES WEST ALONG THE ROAD LEADING TO ALLRED FROM THE POST OFFICE
 CV0242'AT DENVER CITY, YOAKUM COUNTY, 105 FEET SOUTH OF A WHITE BUNGALOW, 54
 CV0242'FEET WEST OF THE CENTERLINE OF THE DRIVEWAY LEADING NORTH TO THE
 CV0242'BUNGALOW, 50 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD, 42 FEET
 CV0242'NORTHEAST OF A POWER POLE, 2 FEET SOUTH OF A FENCE PARALLEL TO THE
 CV0242'ROAD, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 CV0242'DISK, STAMPED T 364 1943 AND SET IN THE TOP OF A CONCRETE POST
 CV0242'PROJECTING 4 INCHES ABOVE GROUND.
 CV0242
 CV0242                          STATION RECOVERY (1971)
 CV0242
 CV0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CV0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0122 ***********************************************************************
 DQ0122  DESIGNATION -  T 365
 DQ0122  PID         -  DQ0122
 DQ0122  STATE/COUNTY-  TX/YOAKUM
 DQ0122  USGS QUAD   -  TOKIO (1970)
 DQ0122
 DQ0122                         *CURRENT SURVEY CONTROL
 DQ0122  ___________________________________________________________________
 DQ0122* NAD 83(1986)-  33 10 54.     (N)    102 36 41.     (W)     SCALED    
 DQ0122* NAVD 88     -      1073.265  (meters)    3521.20   (feet)  ADJUSTED  
 DQ0122  ___________________________________________________________________
 DQ0122  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 DQ0122  DYNAMIC HT  -        1071.837 (meters)    3516.52  (feet)  COMP
 DQ0122  MODELED GRAV-     979,269.1   (mgal)                       NAVD 88
 DQ0122
 DQ0122  VERT ORDER  -  SECOND    CLASS 0
 DQ0122
 DQ0122.The horizontal coordinates were scaled from a topographic map and have
 DQ0122.an estimated accuracy of +/- 6 seconds.
 DQ0122
 DQ0122.The orthometric height was determined by differential leveling
 DQ0122.and adjusted by the National Geodetic Survey in June 1991..
 DQ0122
 DQ0122.The geoid height was determined by GEOID03.
 DQ0122
 DQ0122.The dynamic height is computed by dividing the NAVD 88
 DQ0122.geopotential number by the normal gravity value computed on the
 DQ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0122.degrees latitude (g = 980.6199 gals.).
 DQ0122
 DQ0122.The modeled gravity was interpolated from observed gravity values.
 DQ0122
 DQ0122;                    North         East    Units  Estimated Accuracy
 DQ0122;SPC TXNC     - 2,175,500.      216,710.      MT  (+/- 180 meters Scaled)
 DQ0122
 DQ0122                          SUPERSEDED SURVEY CONTROL
 DQ0122
 DQ0122  NGVD 29 (??/??/92) 1072.866  (m)         3519.89   (f) ADJ UNCH    2 0
 DQ0122
 DQ0122.Superseded values are not recommended for survey control.
 DQ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0122.See file dsdata.txt to determine how the superseded data were derived.
 DQ0122
 DQ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS227739(NAD 83)
 DQ0122_MARKER: DB = BENCH MARK DISK
 DQ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0122_STAMPING: T 365 1943
 DQ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0122+STABILITY: SURFACE MOTION
 DQ0122
 DQ0122  HISTORY     - Date     Condition        Report By
 DQ0122  HISTORY     - 1943     MONUMENTED       CGS
 DQ0122  HISTORY     - 1971     MARK NOT FOUND   NGS
 DQ0122
 DQ0122                          STATION DESCRIPTION
 DQ0122
 DQ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0122'1.9 MI W FROM TOKIO.
 DQ0122'THIS MARK IS ABOUT 1.9 MILE WEST ALONG U.S. HIGHWAY 380 AND 62 FROM
 DQ0122'TOKIO, SET AT A CROSS ROAD, ABOUT 200.0 FEET EAST OF AN UNPAINTED
 DQ0122'BUNGALOW, 50.0 FEET EAST OF THE CENTER LINE OF A DIRT ROAD RUNNING
 DQ0122'NORTH-SOUTH, 4.0 FEET NORTH OF A POWER POLE, 54.0 FEET NORTH OF THE
 DQ0122'CENTER LINE OF THE HIGHWAY, PROJECTING ABOUT 3-INCHES ABOVE THE
 DQ0122'GROUND, 2.0 FEET WEST OF A WHITE REFERENCE POST.
 DQ0122
 DQ0122                          STATION RECOVERY (1971)
 DQ0122
 DQ0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DQ0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0229 ***********************************************************************
 DQ0229  DESIGNATION -  T 366
 DQ0229  PID         -  DQ0229
 DQ0229  STATE/COUNTY-  TX/COCHRAN
 DQ0229  USGS QUAD   -  WHITEFACE (1965)
 DQ0229
 DQ0229                         *CURRENT SURVEY CONTROL
 DQ0229  ___________________________________________________________________
 DQ0229* NAD 83(1986)-  33 30 34.     (N)    102 36 39.     (W)     SCALED    
 DQ0229* NAVD 88     -      1110.731  (meters)    3644.12   (feet)  ADJUSTED  
 DQ0229  ___________________________________________________________________
 DQ0229  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DQ0229  DYNAMIC HT  -        1109.272 (meters)    3639.34  (feet)  COMP
 DQ0229  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 DQ0229
 DQ0229  VERT ORDER  -  SECOND    CLASS 0
 DQ0229
 DQ0229.The horizontal coordinates were scaled from a topographic map and have
 DQ0229.an estimated accuracy of +/- 6 seconds.
 DQ0229
 DQ0229.The orthometric height was determined by differential leveling
 DQ0229.and adjusted by the National Geodetic Survey in June 1991..
 DQ0229
 DQ0229.The geoid height was determined by GEOID03.
 DQ0229
 DQ0229.The dynamic height is computed by dividing the NAVD 88
 DQ0229.geopotential number by the normal gravity value computed on the
 DQ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0229.degrees latitude (g = 980.6199 gals.).
 DQ0229
 DQ0229.The modeled gravity was interpolated from observed gravity values.
 DQ0229
 DQ0229;                    North         East    Units  Estimated Accuracy
 DQ0229;SPC TXNC     - 2,211,820.      218,190.      MT  (+/- 180 meters Scaled)
 DQ0229
 DQ0229                          SUPERSEDED SURVEY CONTROL
 DQ0229
 DQ0229  NGVD 29 (??/??/92) 1110.330  (m)         3642.81   (f) ADJ UNCH    2 0
 DQ0229
 DQ0229.Superseded values are not recommended for survey control.
 DQ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0229.See file dsdata.txt to determine how the superseded data were derived.
 DQ0229
 DQ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT219103(NAD 83)
 DQ0229_MARKER: DB = BENCH MARK DISK
 DQ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0229_STAMPING: T 366 1943
 DQ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0229+STABILITY: SURFACE MOTION
 DQ0229
 DQ0229  HISTORY     - Date     Condition        Report By
 DQ0229  HISTORY     - 1943     MONUMENTED       CGS
 DQ0229  HISTORY     - 1965     MARK NOT FOUND   USGS
 DQ0229
 DQ0229                          STATION DESCRIPTION
 DQ0229
 DQ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0229'6.2 MI S FROM WHITEFACE.
 DQ0229'THIS MARK IS ABOUT 6.2 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0229'RAILROAD STATION AT WHITEFACE, COCHRAN COUNTY, 0.5 MILE SOUTH OF FOUR
 DQ0229'GREY BUNGALOWS WEST OF THE ROAD, 7.0 FEET WEST OF A FENCE RUNNING
 DQ0229'PARALLEL WITH THE ROAD, 49.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DQ0229'PROJECTING ABOUT 8-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE
 DQ0229'REFERENCE POST.
 DQ0229
 DQ0229                          STATION RECOVERY (1965)
 DQ0229
 DQ0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DQ0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0081 ***********************************************************************
 GL0081  DESIGNATION -  T 369
 GL0081  PID         -  GL0081
 GL0081  STATE/COUNTY-  TX/MOORE
 GL0081  USGS QUAD   -  CACTUS WEST (1965)
 GL0081
 GL0081                         *CURRENT SURVEY CONTROL
 GL0081  ___________________________________________________________________
 GL0081* NAD 83(1986)-  36 01 24.     (N)    102 03 22.     (W)     SCALED    
 GL0081* NAVD 88     -      1121.363  (meters)    3679.01   (feet)  ADJUSTED  
 GL0081  ___________________________________________________________________
 GL0081  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 GL0081  DYNAMIC HT  -        1120.079 (meters)    3674.79  (feet)  COMP
 GL0081  MODELED GRAV-     979,449.5   (mgal)                       NAVD 88
 GL0081
 GL0081  VERT ORDER  -  SECOND    CLASS 0
 GL0081
 GL0081.The horizontal coordinates were scaled from a topographic map and have
 GL0081.an estimated accuracy of +/- 6 seconds.
 GL0081
 GL0081.The orthometric height was determined by differential leveling
 GL0081.and adjusted by the National Geodetic Survey in June 1991..
 GL0081
 GL0081.The geoid height was determined by GEOID03.
 GL0081
 GL0081.The dynamic height is computed by dividing the NAVD 88
 GL0081.geopotential number by the normal gravity value computed on the
 GL0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0081.degrees latitude (g = 980.6199 gals.).
 GL0081
 GL0081.The modeled gravity was interpolated from observed gravity values.
 GL0081
 GL0081;                    North         East    Units  Estimated Accuracy
 GL0081;SPC TX N     - 1,224,610.      149,880.      MT  (+/- 180 meters Scaled)
 GL0081
 GL0081                          SUPERSEDED SURVEY CONTROL
 GL0081
 GL0081  NGVD 29 (??/??/92) 1120.83   (m)         3677.3    (f) COMPUTED    2 0
 GL0081
 GL0081.Superseded values are not recommended for survey control.
 GL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0081.See file dsdata.txt to determine how the superseded data were derived.
 GL0081
 GL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV652905(NAD 83)
 GL0081_MARKER: DB = BENCH MARK DISK
 GL0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0081_STAMPING: T 369 1943
 GL0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0081+STABILITY: SURFACE MOTION
 GL0081
 GL0081  HISTORY     - Date     Condition        Report By
 GL0081  HISTORY     - 1943     MONUMENTED       CGS
 GL0081  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0081
 GL0081                          STATION DESCRIPTION
 GL0081
 GL0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0081'3.4 MI W FROM ETTER.
 GL0081'3.4 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0081'ETTER.  SET BY MILE POST NUMBER 33.  31.8 FEET SOUTH OF THE SOUTH RAIL
 GL0081'OF THE MAIN TRACK, 5.8 FEET NORTH OF THE MILE POST, 2.5 FEET NORTH OF
 GL0081'THE REFERENCE POST.
 GL0081
 GL0081                          STATION RECOVERY (1965)
 GL0081
 GL0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0208 ***********************************************************************
 AO0208  DESIGNATION -  T 37
 AO0208  PID         -  AO0208
 AO0208  STATE/COUNTY-  TX/FRIO
 AO0208  USGS QUAD   -  DILLEY (1974)
 AO0208
 AO0208                         *CURRENT SURVEY CONTROL
 AO0208  ___________________________________________________________________
 AO0208* NAD 83(1986)-  28 40 09.     (N)    099 10 07.     (W)     SCALED    
 AO0208* NAVD 88     -       170.731  (meters)     560.14   (feet)  ADJUSTED  
 AO0208  ___________________________________________________________________
 AO0208  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AO0208  DYNAMIC HT  -         170.478 (meters)     559.31  (feet)  COMP
 AO0208  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 AO0208
 AO0208  VERT ORDER  -  FIRST     CLASS II
 AO0208
 AO0208.The horizontal coordinates were scaled from a topographic map and have
 AO0208.an estimated accuracy of +/- 6 seconds.
 AO0208
 AO0208.The orthometric height was determined by differential leveling
 AO0208.and adjusted by the National Geodetic Survey in June 1991..
 AO0208
 AO0208.The geoid height was determined by GEOID03.
 AO0208
 AO0208.The dynamic height is computed by dividing the NAVD 88
 AO0208.geopotential number by the normal gravity value computed on the
 AO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0208.degrees latitude (g = 980.6199 gals.).
 AO0208
 AO0208.The modeled gravity was interpolated from observed gravity values.
 AO0208
 AO0208;                    North         East    Units  Estimated Accuracy
 AO0208;SPC TXSC     - 4,092,650.      583,520.      MT  (+/- 180 meters Scaled)
 AO0208
 AO0208                          SUPERSEDED SURVEY CONTROL
 AO0208
 AO0208  NGVD 29 (??/??/92)  170.602  (m)          559.72   (f) ADJ UNCH    1 2
 AO0208
 AO0208.Superseded values are not recommended for survey control.
 AO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0208.See file dsdata.txt to determine how the superseded data were derived.
 AO0208
 AO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS835713(NAD 83)
 AO0208_MARKER: DB = BENCH MARK DISK
 AO0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0208_SP_SET: SIDEWALK
 AO0208_STAMPING: T 37 1917 ELEV 559.868 FT
 AO0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0208
 AO0208  HISTORY     - Date     Condition        Report By
 AO0208  HISTORY     - 1917     MONUMENTED       CGS
 AO0208  HISTORY     - 1956     GOOD             NGS
 AO0208  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AO0208  HISTORY     - 19941027 MARK NOT FOUND   USPSQD
 AO0208  HISTORY     - 19961017 MARK NOT FOUND   USPSQD
 AO0208  HISTORY     - 20050223 MARK NOT FOUND   USPSQD
 AO0208
 AO0208                          STATION DESCRIPTION
 AO0208
 AO0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0208'IN DILLEY.
 AO0208'AT DILLEY, 6 RAILS SOUTH OF THE INTERNATIONAL AND GREAT NORTHERN
 AO0208'RAILROAD STATION, 127.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 AO0208'78 FEET NORTH OF THE CENTER LINE OF EAST MILLER STREET, 10 FEET EAST
 AO0208'OF THE EAST CURB OF SOUTH COMMERCE STREET, AT THE WEST SIDE OF THE
 AO0208'R.F. AVANT BUILDING WHICH IS NOW A THEATRE AND DRUG STORE, 13 FEET
 AO0208'NORTH OF THE CENTER OF THE WEST ENTRANCE OF THE THEATRE, 0.4 FOOT WEST
 AO0208'OF A BRICK PILLAR IN THE WEST WALL OF THE BUILDING, SET IN THE TOP OF
 AO0208'THE SIDEWALK.
 AO0208
 AO0208                          STATION RECOVERY (1988)
 AO0208
 AO0208'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0208'MARK NOT FOUND.
 AO0208
 AO0208                          STATION RECOVERY (1994)
 AO0208
 AO0208'RECOVERY NOTE BY US POWER SQUADRON 1994
 AO0208'MARK NOT FOUND.
 AO0208
 AO0208                          STATION RECOVERY (1996)
 AO0208
 AO0208'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0208'MARK NOT FOUND.
 AO0208
 AO0208                          STATION RECOVERY (2005)
 AO0208
 AO0208'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AO0208'SIDEWALK HAS BEEN REBUILT. THERE IS NO SIGN OF ANY DISK AT THE
 AO0208'LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0048 ***********************************************************************
 FM0048  DESIGNATION -  T 370 RESET 1949
 FM0048  PID         -  FM0048
 FM0048  STATE/COUNTY-  TX/HARTLEY
 FM0048  USGS QUAD   -  MORAN RANCH (1963)
 FM0048
 FM0048                         *CURRENT SURVEY CONTROL
 FM0048  ___________________________________________________________________
 FM0048* NAD 83(1986)-  35 58 13.     (N)    102 14 55.     (W)     SCALED    
 FM0048* NAVD 88     -      1179.871  (meters)    3870.96   (feet)  ADJUSTED  
 FM0048  ___________________________________________________________________
 FM0048  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 FM0048  DYNAMIC HT  -        1178.500 (meters)    3866.46  (feet)  COMP
 FM0048  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 FM0048
 FM0048  VERT ORDER  -  SECOND    CLASS 0
 FM0048
 FM0048.The horizontal coordinates were scaled from a topographic map and have
 FM0048.an estimated accuracy of +/- 6 seconds.
 FM0048
 FM0048.The orthometric height was determined by differential leveling
 FM0048.and adjusted by the National Geodetic Survey in June 1991..
 FM0048
 FM0048.The geoid height was determined by GEOID03.
 FM0048
 FM0048.The dynamic height is computed by dividing the NAVD 88
 FM0048.geopotential number by the normal gravity value computed on the
 FM0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0048.degrees latitude (g = 980.6199 gals.).
 FM0048
 FM0048.The modeled gravity was interpolated from observed gravity values.
 FM0048
 FM0048;                    North         East    Units  Estimated Accuracy
 FM0048;SPC TX N     - 1,218,840.      132,480.      MT  (+/- 180 meters Scaled)
 FM0048
 FM0048                          SUPERSEDED SURVEY CONTROL
 FM0048
 FM0048  NGVD 29 (??/??/92) 1179.31   (m)         3869.1    (f) COMPUTED    2 0
 FM0048
 FM0048.Superseded values are not recommended for survey control.
 FM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0048.See file dsdata.txt to determine how the superseded data were derived.
 FM0048
 FM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV480841(NAD 83)
 FM0048_MARKER: DB = BENCH MARK DISK
 FM0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0048_STAMPING: T-370 RESET 1949
 FM0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0048+STABILITY: SURFACE MOTION
 FM0048
 FM0048  HISTORY     - Date     Condition        Report By
 FM0048  HISTORY     - 1949     MONUMENTED       CGS
 FM0048  HISTORY     - 1963     GOOD             USGS
 FM0048
 FM0048                          STATION DESCRIPTION
 FM0048
 FM0048'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0048'15.8 MI NE FROM HARTLEY.
 FM0048'POST OFFICE.  8.5 MILES EAST ALONG U S HIGHWAY 87 FROM HARTLEY,
 FM0048'HARTLEY CO., THENCE NE 7.3 MILES NORTH ALONG A GRADED ROAD TO A FENCE
 FM0048'WEST.  50 FEET WEST OF THE CENTER LINE OF THE ROAD.  1 FOOT SOUTH OF
 FM0048'THE EW FENCE.  A STANDARD DISK STAMPED T-370 RESET 1949 AND SET IN THE
 FM0048'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1509 ***********************************************************************
 FL1509  DESIGNATION -  T 371
 FL1509  PID         -  FL1509
 FL1509  STATE/COUNTY-  TX/MOORE
 FL1509  USGS QUAD   -  DUMAS NORTH (1965)
 FL1509
 FL1509                         *CURRENT SURVEY CONTROL
 FL1509  ___________________________________________________________________
 FL1509* NAD 83(1986)-  35 59 10.     (N)    101 59 40.     (W)     SCALED    
 FL1509* NAVD 88     -      1109.836  (meters)    3641.19   (feet)  ADJUSTED  
 FL1509  ___________________________________________________________________
 FL1509  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL1509  DYNAMIC HT  -        1108.564 (meters)    3637.01  (feet)  COMP
 FL1509  MODELED GRAV-     979,448.9   (mgal)                       NAVD 88
 FL1509
 FL1509  VERT ORDER  -  SECOND    CLASS 0
 FL1509
 FL1509.The horizontal coordinates were scaled from a topographic map and have
 FL1509.an estimated accuracy of +/- 6 seconds.
 FL1509
 FL1509.The orthometric height was determined by differential leveling
 FL1509.and adjusted by the National Geodetic Survey in June 1991..
 FL1509
 FL1509.The geoid height was determined by GEOID03.
 FL1509
 FL1509.The dynamic height is computed by dividing the NAVD 88
 FL1509.geopotential number by the normal gravity value computed on the
 FL1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1509.degrees latitude (g = 980.6199 gals.).
 FL1509
 FL1509.The modeled gravity was interpolated from observed gravity values.
 FL1509
 FL1509;                    North         East    Units  Estimated Accuracy
 FL1509;SPC TX N     - 1,220,450.      155,410.      MT  (+/- 180 meters Scaled)
 FL1509
 FL1509                          SUPERSEDED SURVEY CONTROL
 FL1509
 FL1509  NGVD 29 (??/??/92) 1109.302  (m)         3639.43   (f) ADJ UNCH    2 0
 FL1509
 FL1509.Superseded values are not recommended for survey control.
 FL1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1509.See file dsdata.txt to determine how the superseded data were derived.
 FL1509
 FL1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE300865(NAD 83)
 FL1509_MARKER: DB = BENCH MARK DISK
 FL1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1509_STAMPING: T 371 1943
 FL1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1509+STABILITY: SURFACE MOTION
 FL1509
 FL1509  HISTORY     - Date     Condition        Report By
 FL1509  HISTORY     - 1943     MONUMENTED       CGS
 FL1509  HISTORY     - 1965     MARK NOT FOUND   USGS
 FL1509
 FL1509                          STATION DESCRIPTION
 FL1509
 FL1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1509'2.5 MI S FROM ETTER.
 FL1509'2.5 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM THE JUNCTION AT
 FL1509'ETTER.  SET BY MILE POST NUMBER 61.  41.6 FEET WEST OF THE WEST RAIL
 FL1509'OF THE MAIN TRACK, 7.0 FEET NORTH OF THE MILE POST, 6.4 FEET EAST OF
 FL1509'THE RIGHT-OF-WAY FENCE, 3.0 FEET EAST OF THE REFERENCE POST.
 FL1509
 FL1509                          STATION RECOVERY (1965)
 FL1509
 FL1509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL1509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0584 ***********************************************************************
 GK0584  DESIGNATION -  T 372 RESET 1951
 GK0584  PID         -  GK0584
 GK0584  STATE/COUNTY-  TX/SHERMAN
 GK0584  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK0584
 GK0584                         *CURRENT SURVEY CONTROL
 GK0584  ___________________________________________________________________
 GK0584* NAD 83(1986)-  36 08 20.     (N)    101 44 23.     (W)     SCALED    
 GK0584* NAVD 88     -      1052.196  (meters)    3452.08   (feet)  ADJUSTED  
 GK0584  ___________________________________________________________________
 GK0584  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 GK0584  DYNAMIC HT  -        1051.023 (meters)    3448.23  (feet)  COMP
 GK0584  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 GK0584
 GK0584  VERT ORDER  -  SECOND    CLASS 0
 GK0584
 GK0584.The horizontal coordinates were scaled from a topographic map and have
 GK0584.an estimated accuracy of +/- 6 seconds.
 GK0584
 GK0584.The orthometric height was determined by differential leveling
 GK0584.and adjusted by the National Geodetic Survey in June 1991..
 GK0584
 GK0584.The geoid height was determined by GEOID03.
 GK0584
 GK0584.The dynamic height is computed by dividing the NAVD 88
 GK0584.geopotential number by the normal gravity value computed on the
 GK0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0584.degrees latitude (g = 980.6199 gals.).
 GK0584
 GK0584.The modeled gravity was interpolated from observed gravity values.
 GK0584
 GK0584;                    North         East    Units  Estimated Accuracy
 GK0584;SPC TX N     - 1,237,320.      178,420.      MT  (+/- 180 meters Scaled)
 GK0584
 GK0584                          SUPERSEDED SURVEY CONTROL
 GK0584
 GK0584  NGVD 29 (??/??/92) 1051.704  (m)         3450.47   (f) ADJ UNCH    2 0
 GK0584
 GK0584.Superseded values are not recommended for survey control.
 GK0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0584.See file dsdata.txt to determine how the superseded data were derived.
 GK0584
 GK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF534028(NAD 83)
 GK0584_MARKER: DB = BENCH MARK DISK
 GK0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0584_STAMPING: T 372 1943 RESET 1951
 GK0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0584+STABILITY: SURFACE MOTION
 GK0584
 GK0584  HISTORY     - Date     Condition        Report By
 GK0584  HISTORY     - 1951     MONUMENTED       CGS
 GK0584  HISTORY     - 1952     GOOD             NGS
 GK0584
 GK0584                          STATION DESCRIPTION
 GK0584
 GK0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0584'13.0 MI NE FROM SUNRAY.
 GK0584'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0584'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 5.0 MILES EAST ALONG FARM
 GK0584'ROAD 1573, 49 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 69 FEET
 GK0584'NORTHWEST OF A WINDMILL, 14 FEET EAST OF THE CENTER LINE OF A PRIVATE
 GK0584'ROAD LEADING SOUTH TO A FARMHOUSE, 2.6 FEET EAST OF A FENCE CORNER,
 GK0584'1.2 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE
 GK0584'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE  THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0445 ***********************************************************************
 FM0445  DESIGNATION -  T 374
 FM0445  PID         -  FM0445
 FM0445  STATE/COUNTY-  TX/HARTLEY
 FM0445  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0445
 FM0445                         *CURRENT SURVEY CONTROL
 FM0445  ___________________________________________________________________
 FM0445* NAD 83(1986)-  35 39 48.     (N)    102 40 00.     (W)     SCALED    
 FM0445* NAVD 88     -      1141.460  (meters)    3744.94   (feet)  ADJUSTED  
 FM0445  ___________________________________________________________________
 FM0445  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 FM0445  DYNAMIC HT  -        1140.123 (meters)    3740.55  (feet)  COMP
 FM0445  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 FM0445
 FM0445  VERT ORDER  -  SECOND    CLASS 0
 FM0445
 FM0445.The horizontal coordinates were scaled from a topographic map and have
 FM0445.an estimated accuracy of +/- 6 seconds.
 FM0445
 FM0445.The orthometric height was determined by differential leveling
 FM0445.and adjusted by the National Geodetic Survey in June 1991..
 FM0445
 FM0445.The geoid height was determined by GEOID03.
 FM0445
 FM0445.The dynamic height is computed by dividing the NAVD 88
 FM0445.geopotential number by the normal gravity value computed on the
 FM0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0445.degrees latitude (g = 980.6199 gals.).
 FM0445
 FM0445.The modeled gravity was interpolated from observed gravity values.
 FM0445
 FM0445;                    North         East    Units  Estimated Accuracy
 FM0445;SPC TX N     - 1,185,150.       94,380.      MT  (+/- 180 meters Scaled)
 FM0445
 FM0445                          SUPERSEDED SURVEY CONTROL
 FM0445
 FM0445  NGVD 29 (??/??/92) 1140.941  (m)         3743.24   (f) ADJ UNCH    2 0
 FM0445
 FM0445.Superseded values are not recommended for survey control.
 FM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0445.See file dsdata.txt to determine how the superseded data were derived.
 FM0445
 FM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV112491(NAD 83)
 FM0445_MARKER: DB = BENCH MARK DISK
 FM0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0445_SP_SET: CULVERT
 FM0445_STAMPING: T 374 1943
 FM0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0445
 FM0445  HISTORY     - Date     Condition        Report By
 FM0445  HISTORY     - 1943     MONUMENTED       CGS
 FM0445  HISTORY     - 1970     GOOD             NGS
 FM0445
 FM0445                          STATION DESCRIPTION
 FM0445
 FM0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FM0445'21.2 MI W FROM CHANNING.
 FM0445'TO REACH MARK FROM CHANNING, HARTLEY COUNTY, GO WEST ON TEXAS FARM
 FM0445'ROAD 767 FOR 20.3 MILES TO SMALL DRAIN CROSSING HWY. MARK IS AT A 12
 FM0445'FEET CORRUGATED PIPE CULVERT, IN TOP OF NORTH HEADWALL, 1 FOOT EAST OF
 FM0445'WEST END, AND 14 FEET NORTH OF CENTER LINE OF HIGHWAY.  A STANDARD
 FM0445'DISK, STAMPED T 374 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0182 ***********************************************************************
 FM0182  DESIGNATION -  T 375
 FM0182  PID         -  FM0182
 FM0182  STATE/COUNTY-  TX/HARTLEY
 FM0182  USGS QUAD   -  CHANNING (1971)
 FM0182
 FM0182                         *CURRENT SURVEY CONTROL
 FM0182  ___________________________________________________________________
 FM0182* NAD 83(1986)-  35 40 42.     (N)    102 19 00.     (W)     SCALED    
 FM0182* NAVD 88     -      1150.255  (meters)    3773.79   (feet)  ADJUSTED  
 FM0182  ___________________________________________________________________
 FM0182  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 FM0182  DYNAMIC HT  -        1148.908 (meters)    3769.38  (feet)  COMP
 FM0182  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 FM0182
 FM0182  VERT ORDER  -  SECOND    CLASS 0
 FM0182
 FM0182.The horizontal coordinates were scaled from a topographic map and have
 FM0182.an estimated accuracy of +/- 6 seconds.
 FM0182
 FM0182.The orthometric height was determined by differential leveling
 FM0182.and adjusted by the National Geodetic Survey in June 1991..
 FM0182
 FM0182.The geoid height was determined by GEOID03.
 FM0182
 FM0182.The dynamic height is computed by dividing the NAVD 88
 FM0182.geopotential number by the normal gravity value computed on the
 FM0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0182.degrees latitude (g = 980.6199 gals.).
 FM0182
 FM0182.The modeled gravity was interpolated from observed gravity values.
 FM0182
 FM0182;                    North         East    Units  Estimated Accuracy
 FM0182;SPC TX N     - 1,186,500.      126,080.      MT  (+/- 180 meters Scaled)
 FM0182
 FM0182                          SUPERSEDED SURVEY CONTROL
 FM0182
 FM0182  NGVD 29 (??/??/92) 1149.713  (m)         3772.02   (f) ADJ UNCH    2 0
 FM0182
 FM0182.Superseded values are not recommended for survey control.
 FM0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0182.See file dsdata.txt to determine how the superseded data were derived.
 FM0182
 FM0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV428515(NAD 83)
 FM0182_MARKER: DB = BENCH MARK DISK
 FM0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0182_STAMPING: T 375 1943
 FM0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0182+STABILITY: SURFACE MOTION
 FM0182
 FM0182  HISTORY     - Date     Condition        Report By
 FM0182  HISTORY     - 1943     MONUMENTED       CGS
 FM0182  HISTORY     - 1971     GOOD             USGS
 FM0182
 FM0182                          STATION DESCRIPTION
 FM0182
 FM0182'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0182'1.0 MI SE FROM CHANNING.
 FM0182'0.6 MILE SOUTHEAST ALONG STATE HWY. 354 FROM POST OFFICE IN CHANNING,
 FM0182'506 FEET EAST ALONG FENCE FROM FENCE CORNER, THENCE 106 FEET NORTH.
 FM0182'RECOVERED IN CENTER OF LARGE YACOS BUSH, 40 FEET NORTHEAST OF OLD HWY.
 FM0182'CENTERLINE.  STANDARD DISK STAMPED T 375 1943 SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0446 ***********************************************************************
 FM0446  DESIGNATION -  T 376
 FM0446  PID         -  FM0446
 FM0446  STATE/COUNTY-  TX/HARTLEY
 FM0446  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0446
 FM0446                         *CURRENT SURVEY CONTROL
 FM0446  ___________________________________________________________________
 FM0446* NAD 83(1986)-  35 39 47.     (N)    102 40 33.     (W)     SCALED    
 FM0446* NAVD 88     -      1162.879  (meters)    3815.21   (feet)  ADJUSTED  
 FM0446  ___________________________________________________________________
 FM0446  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 FM0446  DYNAMIC HT  -        1161.518 (meters)    3810.75  (feet)  COMP
 FM0446  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 FM0446
 FM0446  VERT ORDER  -  SECOND    CLASS 0
 FM0446
 FM0446.The horizontal coordinates were scaled from a topographic map and have
 FM0446.an estimated accuracy of +/- 6 seconds.
 FM0446
 FM0446.The orthometric height was determined by differential leveling
 FM0446.and adjusted by the National Geodetic Survey in June 1991..
 FM0446
 FM0446.The geoid height was determined by GEOID03.
 FM0446
 FM0446.The dynamic height is computed by dividing the NAVD 88
 FM0446.geopotential number by the normal gravity value computed on the
 FM0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0446.degrees latitude (g = 980.6199 gals.).
 FM0446
 FM0446.The modeled gravity was interpolated from observed gravity values.
 FM0446
 FM0446;                    North         East    Units  Estimated Accuracy
 FM0446;SPC TX N     - 1,185,130.       93,540.      MT  (+/- 180 meters Scaled)
 FM0446
 FM0446                          SUPERSEDED SURVEY CONTROL
 FM0446
 FM0446  NGVD 29 (??/??/92) 1162.362  (m)         3813.52   (f) ADJ UNCH    2 0
 FM0446
 FM0446.Superseded values are not recommended for survey control.
 FM0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0446.See file dsdata.txt to determine how the superseded data were derived.
 FM0446
 FM0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV103490(NAD 83)
 FM0446_MARKER: DB = BENCH MARK DISK
 FM0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0446_STAMPING: T 376 1943
 FM0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0446+STABILITY: SURFACE MOTION
 FM0446
 FM0446  HISTORY     - Date     Condition        Report By
 FM0446  HISTORY     - 1943     MONUMENTED       CGS
 FM0446  HISTORY     - 1971     GOOD             USGS
 FM0446
 FM0446                          STATION DESCRIPTION
 FM0446
 FM0446'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0446'20.2 MI E FROM ROMERO.
 FM0446'TO REACH MARK FROM ROMERO, HARTLEY COUNTY, GO NE FOR 1.2 MI. ON US HWY
 FM0446'54 TO JUNCTION OF TEXAS FM 767.  THENCE SE ALONG FM 767 FOR 5.1 MI. TO
 FM0446'JUNCTION OF FM 767 AND OLD ABANDONED GRADED ROAD.  CONTINUE ON FM 767
 FM0446'FOR 9.9 MI. TO OLD ABANDONED GRADED ROAD CROSSING.  MARK IS 283 FEET
 FM0446'SOUTH OF HWY ON OUTSIDE OF SHARP LEFT TURN IN OLD ROAD AND 15 FEET
 FM0446'EAST OF N/S ROAD.  A STANDARD DISK, STAMPED T 376 1943 SET IN TOP OF A
 FM0446'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1356 ***********************************************************************
 FL1356  DESIGNATION -  T 377 RESET 1952
 FL1356  PID         -  FL1356
 FL1356  STATE/COUNTY-  TX/MOORE
 FL1356  USGS QUAD   -  MASTERSON (1953)
 FL1356
 FL1356                         *CURRENT SURVEY CONTROL
 FL1356  ___________________________________________________________________
 FL1356* NAD 83(1986)-  35 41 25.     (N)    101 56 02.     (W)     SCALED    
 FL1356* NAVD 88     -      1104.57   (meters)    3623.9    (feet)  RESET     
 FL1356  ___________________________________________________________________
 FL1356  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1356
 FL1356  VERT ORDER  -  THIRD
 FL1356
 FL1356.The horizontal coordinates were scaled from a topographic map and have
 FL1356.an estimated accuracy of +/- 6 seconds.
 FL1356
 FL1356.The orthometric height was computed from unverified reset data.
 FL1356
 FL1356.The geoid height was determined by GEOID03.
 FL1356
 FL1356;                    North         East    Units  Estimated Accuracy
 FL1356;SPC TX N     - 1,187,600.      160,730.      MT  (+/- 180 meters Scaled)
 FL1356
 FL1356                          SUPERSEDED SURVEY CONTROL
 FL1356
 FL1356.No superseded survey control is available for this station.
 FL1356
 FL1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE345535(NAD 83)
 FL1356_MARKER: DB = BENCH MARK DISK
 FL1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1356_STAMPING: T 377 1943 RESET 1952
 FL1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1356+STABILITY: SURFACE MOTION
 FL1356
 FL1356  HISTORY     - Date     Condition        Report By
 FL1356  HISTORY     - 1952     MONUMENTED       CGS
 FL1356
 FL1356                          STATION DESCRIPTION
 FL1356
 FL1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1356'13.7 MI S FROM DUMAS.
 FL1356'12.0 MILES SOUTH ALONG U.S. HIGHWAYS 287 AND 87 FROM THE COURTHOUSE AT
 FL1356'DUMAS, THENCE 1.7 MILES EAST ALONG AN OILED ROAD, 51 FEET SOUTH OF THE
 FL1356'CENTER LINE OF THE OILED ROAD, 42 FEET WEST OF THE CENTER OF A STEEL
 FL1356'CATTLE GUARD, 0.15 MILE NORTHEAST OF A WINDMILL, 2 FEET SOUTH OF A
 FL1356'FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL1356'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0294 ***********************************************************************
 FL0294  DESIGNATION -  T 378
 FL0294  PID         -  FL0294
 FL0294  STATE/COUNTY-  TX/WHEELER
 FL0294  USGS QUAD   -  MC LEAN (1978)
 FL0294
 FL0294                         *CURRENT SURVEY CONTROL
 FL0294  ___________________________________________________________________
 FL0294* NAD 83(1986)-  35 12 09.     (N)    100 31 38.     (W)     SCALED    
 FL0294* NAVD 88     -       826.572  (meters)    2711.84   (feet)  ADJUSTED  
 FL0294  ___________________________________________________________________
 FL0294  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL0294  DYNAMIC HT  -         825.676 (meters)    2708.91  (feet)  COMP
 FL0294  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 FL0294
 FL0294  VERT ORDER  -  FIRST     CLASS II
 FL0294
 FL0294.The horizontal coordinates were scaled from a topographic map and have
 FL0294.an estimated accuracy of +/- 6 seconds.
 FL0294
 FL0294.The orthometric height was determined by differential leveling
 FL0294.and adjusted by the National Geodetic Survey in June 1991..
 FL0294
 FL0294.The geoid height was determined by GEOID03.
 FL0294
 FL0294.The dynamic height is computed by dividing the NAVD 88
 FL0294.geopotential number by the normal gravity value computed on the
 FL0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0294.degrees latitude (g = 980.6199 gals.).
 FL0294
 FL0294.The modeled gravity was interpolated from observed gravity values.
 FL0294
 FL0294;                    North         East    Units  Estimated Accuracy
 FL0294;SPC TX N     - 1,133,840.      288,580.      MT  (+/- 180 meters Scaled)
 FL0294
 FL0294                          SUPERSEDED SURVEY CONTROL
 FL0294
 FL0294  NGVD 29 (??/??/92)  826.244  (m)         2710.77   (f) ADJ UNCH    1 2
 FL0294
 FL0294.Superseded values are not recommended for survey control.
 FL0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0294.See file dsdata.txt to determine how the superseded data were derived.
 FL0294
 FL0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD609965(NAD 83)
 FL0294_MARKER: DB = BENCH MARK DISK
 FL0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0294_STAMPING: T 378 1943
 FL0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0294+STABILITY: SURFACE MOTION
 FL0294
 FL0294  HISTORY     - Date     Condition        Report By
 FL0294  HISTORY     - 1943     MONUMENTED       CGS
 FL0294  HISTORY     - 1953     GOOD             NGS
 FL0294
 FL0294                          STATION DESCRIPTION
 FL0294
 FL0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0294'5.15 MI E FROM MCLEAN.
 FL0294'5.15 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0294'FROM THE STATION AT MCLEAN, 13 FEET EAST OF THE 5TH POLE WEST OF
 FL0294'MILEPOST 682, 98 FEET NORTHEAST OF THE EAST END OF A SIDE TRACK, 41.2
 FL0294'FEET NORTH OF THE NORTH RAIL, 6 FEET SOUTH OF A FENCE, 2 FEET
 FL0294'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0294'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0490 ***********************************************************************
 FL0490  DESIGNATION -  T 379
 FL0490  PID         -  FL0490
 FL0490  STATE/COUNTY-  TX/GRAY
 FL0490  USGS QUAD   -  BOWERS CITY (1976)
 FL0490
 FL0490                         *CURRENT SURVEY CONTROL
 FL0490  ___________________________________________________________________
 FL0490* NAD 83(1986)-  35 25 16.     (N)    100 58 29.     (W)     SCALED    
 FL0490* NAVD 88     -       941.962  (meters)    3090.42   (feet)  ADJUSTED  
 FL0490  ___________________________________________________________________
 FL0490  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL0490  DYNAMIC HT  -         940.924 (meters)    3087.01  (feet)  COMP
 FL0490  MODELED GRAV-     979,499.0   (mgal)                       NAVD 88
 FL0490
 FL0490  VERT ORDER  -  SECOND    CLASS 0
 FL0490
 FL0490.The horizontal coordinates were scaled from a topographic map and have
 FL0490.an estimated accuracy of +/- 6 seconds.
 FL0490
 FL0490.The orthometric height was determined by differential leveling
 FL0490.and adjusted by the National Geodetic Survey in June 1991..
 FL0490
 FL0490.The geoid height was determined by GEOID03.
 FL0490
 FL0490.The dynamic height is computed by dividing the NAVD 88
 FL0490.geopotential number by the normal gravity value computed on the
 FL0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0490.degrees latitude (g = 980.6199 gals.).
 FL0490
 FL0490.The modeled gravity was interpolated from observed gravity values.
 FL0490
 FL0490;                    North         East    Units  Estimated Accuracy
 FL0490;SPC TX N     - 1,157,780.      247,700.      MT  (+/- 180 meters Scaled)
 FL0490
 FL0490                          SUPERSEDED SURVEY CONTROL
 FL0490
 FL0490  NGVD 29 (??/??/92)  941.546  (m)         3089.06   (f) ADJ UNCH    2 0
 FL0490
 FL0490.Superseded values are not recommended for survey control.
 FL0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0490.See file dsdata.txt to determine how the superseded data were derived.
 FL0490
 FL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE207215(NAD 83)
 FL0490_MARKER: DB = BENCH MARK DISK
 FL0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0490_SP_SET: BRIDGE
 FL0490_STAMPING: T 379 1943
 FL0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0490
 FL0490  HISTORY     - Date     Condition        Report By
 FL0490  HISTORY     - 1943     MONUMENTED       CGS
 FL0490  HISTORY     - 1966     GOOD             USGS
 FL0490
 FL0490                          STATION DESCRIPTION
 FL0490
 FL0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0490'8.0 MI S FROM PAMPA.
 FL0490'THIS MARK IS ABOUT 8.0 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE
 FL0490'POST OFFICE AT PAMPA, GRAY COUNTY, SET IN THE TOP OF THE NORTH END OF
 FL0490'THE WEST WING WALL OF A BRIDGE, 16.0 FEET WEST OF THE CENTER LINE OF
 FL0490'THE HIGHWAY.  STAMPED T 379 1943.  NOTE-- SHOULD BE THE W. END OF THE
 FL0490'N. WINGWALL.
 FL0490
 FL0490                          STATION RECOVERY (1966)
 FL0490
 FL0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1222 ***********************************************************************
 CA1222  DESIGNATION -  T 381 RESET
 CA1222  PID         -  CA1222
 CA1222  STATE/COUNTY-  TX/BROWN
 CA1222  USGS QUAD   -  OWENS (1978)
 CA1222
 CA1222                         *CURRENT SURVEY CONTROL
 CA1222  ___________________________________________________________________
 CA1222* NAD 83(1986)-  31 49 43.     (N)    098 59 54.     (W)     SCALED    
 CA1222* NAVD 88     -       431.60   (meters)    1416.0    (feet)  RESET     
 CA1222  ___________________________________________________________________
 CA1222  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CA1222
 CA1222  VERT ORDER  -  THIRD
 CA1222
 CA1222.The horizontal coordinates were scaled from a topographic map and have
 CA1222.an estimated accuracy of +/- 6 seconds.
 CA1222
 CA1222.The orthometric height was computed from unverified reset data.
 CA1222
 CA1222.The geoid height was determined by GEOID03.
 CA1222
 CA1222;                    North         East    Units  Estimated Accuracy
 CA1222;SPC TX C     - 3,240,430.      826,380.      MT  (+/- 180 meters Scaled)
 CA1222
 CA1222                          SUPERSEDED SURVEY CONTROL
 CA1222
 CA1222  NGVD 29 (01/29/03)  431.51   (m)         1415.7    (f) RESET       3  
 CA1222
 CA1222.Superseded values are not recommended for survey control.
 CA1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1222.See file dsdata.txt to determine how the superseded data were derived.
 CA1222
 CA1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA001214(NAD 83)
 CA1222_MARKER: DV = VERTICAL CONTROL DISK
 CA1222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CA1222_SP_SET: HEADWALL
 CA1222_STAMPING: T 381 RESET 1984
 CA1222_MARK LOGO: NGS   
 CA1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1222+STABILITY: SURFACE MOTION
 CA1222
 CA1222  HISTORY     - Date     Condition        Report By
 CA1222  HISTORY     - 1984     MONUMENTED       TXHD
 CA1222
 CA1222                          STATION DESCRIPTION
 CA1222
 CA1222'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1984
 CA1222'FROM THE JUNCTION OF US HIGHWAYS 67 AND 84 AND STATE HIGHWAY 279, GO
 CA1222'NORTHWEST ON STATE HIGHWAY 279 FOR 0.96 KM (0.60 MI) TO THE FARM
 CA1222'MARKET ROAD 2125 ON THE RIGHT, TURN RIGHT AND GO NORTH ON FM 2125 FOR
 CA1222'10.72 KM (6.65 MI) TO A BRIDGE AND THE MARK ON THE LEFT, SET IN THE
 CA1222'SOUTHEAST END OF THE OF THE BRIDGE, 3.66 METERS (12.01 FT) SOUTHWEST
 CA1222'OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2157 ***********************************************************************
 CS2157  DESIGNATION -  T 383
 CS2157  PID         -  CS2157
 CS2157  STATE/COUNTY-  TX/BOSQUE
 CS2157  USGS QUAD   -  LAKESIDE VILLAGE (1976)
 CS2157
 CS2157                         *CURRENT SURVEY CONTROL
 CS2157  ___________________________________________________________________
 CS2157* NAD 83(1986)-  32 05 17.     (N)    097 29 46.     (W)     SCALED    
 CS2157* NAVD 88     -       183.265  (meters)     601.26   (feet)  ADJUSTED  
 CS2157  ___________________________________________________________________
 CS2157  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS2157  DYNAMIC HT  -         183.040 (meters)     600.52  (feet)  COMP
 CS2157  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 CS2157
 CS2157  VERT ORDER  -  SECOND    CLASS 0
 CS2157
 CS2157.The horizontal coordinates were scaled from a topographic map and have
 CS2157.an estimated accuracy of +/- 6 seconds.
 CS2157
 CS2157.The orthometric height was determined by differential leveling
 CS2157.and adjusted by the National Geodetic Survey in June 1991..
 CS2157
 CS2157.The geoid height was determined by GEOID03.
 CS2157
 CS2157.The dynamic height is computed by dividing the NAVD 88
 CS2157.geopotential number by the normal gravity value computed on the
 CS2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2157.degrees latitude (g = 980.6199 gals.).
 CS2157
 CS2157.The modeled gravity was interpolated from observed gravity values.
 CS2157
 CS2157;                    North         East    Units  Estimated Accuracy
 CS2157;SPC TX C     - 3,271,860.      967,830.      MT  (+/- 180 meters Scaled)
 CS2157
 CS2157                          SUPERSEDED SURVEY CONTROL
 CS2157
 CS2157  NGVD 29 (??/??/92)  183.244  (m)          601.19   (f) ADJ UNCH    2 0
 CS2157
 CS2157.Superseded values are not recommended for survey control.
 CS2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2157.See file dsdata.txt to determine how the superseded data were derived.
 CS2157
 CS2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA419511(NAD 83)
 CS2157_MARKER: DB = BENCH MARK DISK
 CS2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2157_STAMPING: T 383 1943
 CS2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2157+STABILITY: SURFACE MOTION
 CS2157
 CS2157  HISTORY     - Date     Condition        Report By
 CS2157  HISTORY     - 1943     MONUMENTED       CGS
 CS2157
 CS2157                          STATION DESCRIPTION
 CS2157
 CS2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2157'1.7 MI N FROM KOPPERL.
 CS2157'1.0 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE BANK AT KOPPERL, 0.7
 CS2157'MILE NORTHWEST ALONG A GRAVEL ROAD, AT A T INTERSECTION, 50 FEET
 CS2157'NORTHWEST OF THE CENTERLINE OF THE T ROAD, 30 FEET NORTHEAST OF THE
 CS2157'NORTHWEST-SOUTHEAST ROAD, 1.5 FEET NORTHWEST OF A FENCE, AND 3 FEET
 CS2157'NORTH-EAST OF A WHITE REFERENCE POST.  A DISK SET IN THE TOP OF A
 CS2157'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2238 ***********************************************************************
 CS2238  DESIGNATION -  T 384
 CS2238  PID         -  CS2238
 CS2238  STATE/COUNTY-  TX/SOMERVELL
 CS2238  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2238
 CS2238                         *CURRENT SURVEY CONTROL
 CS2238  ___________________________________________________________________
 CS2238* NAD 83(1986)-  32 14 39.     (N)    097 44 29.     (W)     SCALED    
 CS2238* NAVD 88     -       185.075  (meters)     607.20   (feet)  ADJUSTED  
 CS2238  ___________________________________________________________________
 CS2238  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS2238  DYNAMIC HT  -         184.847 (meters)     606.45  (feet)  COMP
 CS2238  MODELED GRAV-     979,402.1   (mgal)                       NAVD 88
 CS2238
 CS2238  VERT ORDER  -  SECOND    CLASS 0
 CS2238
 CS2238.The horizontal coordinates were scaled from a topographic map and have
 CS2238.an estimated accuracy of +/- 6 seconds.
 CS2238
 CS2238.The orthometric height was determined by differential leveling
 CS2238.and adjusted by the National Geodetic Survey in June 1991..
 CS2238
 CS2238.The geoid height was determined by GEOID03.
 CS2238
 CS2238.The dynamic height is computed by dividing the NAVD 88
 CS2238.geopotential number by the normal gravity value computed on the
 CS2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2238.degrees latitude (g = 980.6199 gals.).
 CS2238
 CS2238.The modeled gravity was interpolated from observed gravity values.
 CS2238
 CS2238;                    North         East    Units  Estimated Accuracy
 CS2238;SPC TXNC     - 2,064,300.      671,490.      MT  (+/- 180 meters Scaled)
 CS2238
 CS2238                          SUPERSEDED SURVEY CONTROL
 CS2238
 CS2238  NGVD 29 (??/??/92)  185.034  (m)          607.07   (f) ADJ UNCH    2 0
 CS2238
 CS2238.Superseded values are not recommended for survey control.
 CS2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2238.See file dsdata.txt to determine how the superseded data were derived.
 CS2238
 CS2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA185681(NAD 83)
 CS2238_MARKER: DB = BENCH MARK DISK
 CS2238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2238_SP_SET: BRIDGE
 CS2238_STAMPING: T 384 1943 607.066
 CS2238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2238
 CS2238  HISTORY     - Date     Condition        Report By
 CS2238  HISTORY     - 1943     MONUMENTED       CGS
 CS2238  HISTORY     - 1952     GOOD             NGS
 CS2238  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2238  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 CS2238  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2238
 CS2238                          STATION DESCRIPTION
 CS2238
 CS2238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2238'1.2 MI NE FROM GLEN ROSE.
 CS2238'01.2 MILES NORTHEAST ALONG HIGHWAY NO. 67 FROM THE COURT HOUSE IN GLEN
 CS2238'ROSE.  AT A CONCRETE BRIDGE.  A RUSTED IRON DISK SET IN THE TOP OF THE
 CS2238'SOUTH END OF THE WEST WING WALL OF A CONCRETE BRIDGE.  IT IS ABOUT 0.1
 CS2238'MILE EAST OF THE JUNCTION OF THE OLD AND THE NEW ROUTES OF HIGHWAY 67,
 CS2238'ON THE OLD ROUTE.
 CS2238
 CS2238                          STATION RECOVERY (1999)
 CS2238
 CS2238'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2238'MARK NOT FOUND.
 CS2238
 CS2238                          STATION RECOVERY (2001)
 CS2238
 CS2238'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS2238'MARK NOT FOUND.
 CS2238
 CS2238                          STATION RECOVERY (2004)
 CS2238
 CS2238'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS2238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0318 ***********************************************************************
 AY0318  DESIGNATION -  T 385
 AY0318  PID         -  AY0318
 AY0318  STATE/COUNTY-  TX/BEXAR
 AY0318  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0318
 AY0318                         *CURRENT SURVEY CONTROL
 AY0318  ___________________________________________________________________
 AY0318* NAD 83(1986)-  29 24 09.     (N)    098 27 01.     (W)     SCALED    
 AY0318* NAVD 88     -       221.802  (meters)     727.70   (feet)  ADJUSTED  
 AY0318  ___________________________________________________________________
 AY0318  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AY0318  DYNAMIC HT  -         221.478 (meters)     726.63  (feet)  COMP
 AY0318  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 AY0318
 AY0318  VERT ORDER  -  FIRST     CLASS II
 AY0318
 AY0318.The horizontal coordinates were scaled from a topographic map and have
 AY0318.an estimated accuracy of +/- 6 seconds.
 AY0318
 AY0318.The orthometric height was determined by differential leveling
 AY0318.and adjusted by the National Geodetic Survey in June 1991..
 AY0318
 AY0318.The geoid height was determined by GEOID03.
 AY0318
 AY0318.The dynamic height is computed by dividing the NAVD 88
 AY0318.geopotential number by the normal gravity value computed on the
 AY0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0318.degrees latitude (g = 980.6199 gals.).
 AY0318
 AY0318.The modeled gravity was interpolated from observed gravity values.
 AY0318
 AY0318;                    North         East    Units  Estimated Accuracy
 AY0318;SPC TXSC     - 4,174,030.      653,350.      MT  (+/- 180 meters Scaled)
 AY0318
 AY0318                          SUPERSEDED SURVEY CONTROL
 AY0318
 AY0318  NGVD 29 (??/??/92)  221.676  (m)          727.28   (f) ADJ UNCH    1 2
 AY0318
 AY0318.Superseded values are not recommended for survey control.
 AY0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0318.See file dsdata.txt to determine how the superseded data were derived.
 AY0318
 AY0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT533527(NAD 83)
 AY0318_MARKER: DB = BENCH MARK DISK
 AY0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0318_SP_SET: SIDEWALK
 AY0318_STAMPING: T 385 1946
 AY0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0318
 AY0318  HISTORY     - Date     Condition        Report By
 AY0318  HISTORY     - 1946     MONUMENTED       CGS
 AY0318  HISTORY     - 1988     GOOD             USPSQD
 AY0318  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0318
 AY0318                          STATION DESCRIPTION
 AY0318
 AY0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0318'IN SAN ANTONIO.
 AY0318'AT SAN ANTONIO, AT THE ADELLE STREET BRIDGE OVER THE MISSOURI, KANSAS
 AY0318'AND TEXAS RAILWAY, APPROXIMATELY 100.0 FEET SOUTH OF WESTFALL AVENUE,
 AY0318'33.7 FEET SOUTH OF THE NORTH END OF THE WEST BANNISTER OF THE BRIDGE,
 AY0318'DIRECTLY OVER THE NORTH ABUTMENT OF THE BRIDGE, 0.5 FOOT EAST OF THE
 AY0318'EAST FACE OF THE WEST BRIDGE BANNISTER, 0.4 FOOT SOUTH OF THE NORTH
 AY0318'END OF THE CONCRETE SIDEWALK OF THE BRIDGE, SET IN THE TOP OF THE
 AY0318'SIDEWALK.
 AY0318
 AY0318                          STATION RECOVERY (1988)
 AY0318
 AY0318'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0318'RECOVERED IN GOOD CONDITION.
 AY0318
 AY0318                          STATION RECOVERY (1995)
 AY0318
 AY0318'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0522 ***********************************************************************
 CS0522  DESIGNATION -  T 386
 CS0522  PID         -  CS0522
 CS0522  STATE/COUNTY-  TX/NAVARRO
 CS0522  USGS QUAD   -  BAZETTE (1976)
 CS0522
 CS0522                         *CURRENT SURVEY CONTROL
 CS0522  ___________________________________________________________________
 CS0522* NAD 83(1986)-  32 12 08.     (N)    096 22 11.     (W)     SCALED    
 CS0522* NAVD 88     -       141.262  (meters)     463.46   (feet)  ADJUSTED  
 CS0522  ___________________________________________________________________
 CS0522  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0522  DYNAMIC HT  -         141.099 (meters)     462.92  (feet)  COMP
 CS0522  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 CS0522
 CS0522  VERT ORDER  -  SECOND    CLASS 0
 CS0522
 CS0522.The horizontal coordinates were scaled from a topographic map and have
 CS0522.an estimated accuracy of +/- 6 seconds.
 CS0522
 CS0522.The orthometric height was determined by differential leveling
 CS0522.and adjusted by the National Geodetic Survey in June 1991..
 CS0522
 CS0522.The geoid height was determined by GEOID03.
 CS0522
 CS0522.The dynamic height is computed by dividing the NAVD 88
 CS0522.geopotential number by the normal gravity value computed on the
 CS0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0522.degrees latitude (g = 980.6199 gals.).
 CS0522
 CS0522.The modeled gravity was interpolated from observed gravity values.
 CS0522
 CS0522;                    North         East    Units  Estimated Accuracy
 CS0522;SPC TXNC     - 2,061,430.      800,840.      MT  (+/- 180 meters Scaled)
 CS0522
 CS0522                          SUPERSEDED SURVEY CONTROL
 CS0522
 CS0522  NGVD 29 (??/??/92)  141.26   (m)          463.5    (f) COMPUTED    2 0
 CS0522
 CS0522.Superseded values are not recommended for survey control.
 CS0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0522.See file dsdata.txt to determine how the superseded data were derived.
 CS0522
 CS0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA479658(NAD 83)
 CS0522_MARKER: DB = BENCH MARK DISK
 CS0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0522_STAMPING: T 386 1946
 CS0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0522+STABILITY: SURFACE MOTION
 CS0522
 CS0522  HISTORY     - Date     Condition        Report By
 CS0522  HISTORY     - 1946     MONUMENTED       CGS
 CS0522  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0522
 CS0522                          STATION DESCRIPTION
 CS0522
 CS0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0522'4.55 MI SE FROM CHATFIELD.
 CS0522'TO REACH FROM THE CHATFIELD METHODIST CHURCH AT CHATFIELD, PROCEED 1.7
 CS0522'MILE EAST, THENCE 2.4 MILES SOUTHEAST AND 0.45 MILE SOUTHWEST ALONG
 CS0522'COUTY DIRT ROADS, BENCH MARK IS AT THE SOUTHWEST POINT OF A GRASS
 CS0522'PASTURE WHICH IS AT THE TOP OF A PROMINENT HILL, 165.0 FEET NORTHEAST
 CS0522'OF A SHARP CURVE IN THE ROAD AND DIRECTLY ACROSS THE ROAD FROM A LARGE
 CS0522'WOODEN GATE WHICH IS IN THE NORTHWEST RIGHT-OF-WAY FENCE, 28.0 FEET
 CS0522'SOUTHEAST OF THE CENTER OF THE ROAD, ABOUT MIDWAY BETWEEN TWO FENCE
 CS0522'CORNER POSTS WHICH ARE ABOUT 12.5 FEET APART, 2.0 FEET EAST OF A
 CS0522'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 CS0522'ROAD AND PROJECTING 0.1 FOOT.
 CS0522
 CS0522                          STATION RECOVERY (1961)
 CS0522
 CS0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0493 ***********************************************************************
 BZ0493  DESIGNATION -  T 388
 BZ0493  PID         -  BZ0493
 BZ0493  STATE/COUNTY-  TX/LEON
 BZ0493  USGS QUAD   -  NORMANGEE (1982)
 BZ0493
 BZ0493                         *CURRENT SURVEY CONTROL
 BZ0493  ___________________________________________________________________
 BZ0493* NAD 83(1986)-  31 04 13.     (N)    096 00 59.     (W)     SCALED    
 BZ0493* NAVD 88     -        95.67   (+/-2cm)     313.9    (feet)  VERTCON   
 BZ0493  ___________________________________________________________________
 BZ0493  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BZ0493
 BZ0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0493
 BZ0493.The horizontal coordinates were scaled from a topographic map and have
 BZ0493.an estimated accuracy of +/- 6 seconds.
 BZ0493
 BZ0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0493.The vertical order pertains to the NGVD 29 superseded value.
 BZ0493
 BZ0493.The geoid height was determined by GEOID03.
 BZ0493
 BZ0493;                    North         East    Units  Estimated Accuracy
 BZ0493;SPC TX C     - 3,163,590.    1,111,830.      MT  (+/- 180 meters Scaled)
 BZ0493
 BZ0493                          SUPERSEDED SURVEY CONTROL
 BZ0493
 BZ0493  NGVD 29 (??/??/92)   95.648  (m)          313.81   (f) ADJ UNCH    2 0
 BZ0493
 BZ0493.Superseded values are not recommended for survey control.
 BZ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0493.See file dsdata.txt to determine how the superseded data were derived.
 BZ0493
 BZ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV846412(NAD 83)
 BZ0493_MARKER: DB = BENCH MARK DISK
 BZ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0493_STAMPING: T 388 1947
 BZ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0493+STABILITY: SURFACE MOTION
 BZ0493
 BZ0493  HISTORY     - Date     Condition        Report By
 BZ0493  HISTORY     - 1947     MONUMENTED       CGS
 BZ0493
 BZ0493                          STATION DESCRIPTION
 BZ0493
 BZ0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0493'7.1 MI NE FROM NORMANGEE.
 BZ0493'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BZ0493'GO EAST 0.3 MILE ALONG A GRAVELED ROAD, THENCE NORTHEAST 6.8 MILES
 BZ0493'ALONG STATE OSR HIGHWAY TO SITE OF MARK, BENCH MARK IS ABOUT 92 YARDS
 BZ0493'NORTHEAST OF THE NORTHEAST END OF A WOODEN BRIDGE, 69.0 FEET NORTHEAST
 BZ0493'OF AN EIGHTEEN INCH OAK TREE, 48.0 FEET NORTHWEST OF AND ABOUT LEVEL
 BZ0493'WITH THE CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTHEAST OF A FENCE AND
 BZ0493'1.5 FEET SOUTHWEST OF A 4 X 4 IN. MARKER POST. A BRONZE BENCH MARK
 BZ0493'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 BZ0493'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1209 ***********************************************************************
 AN1209  DESIGNATION -  T 39
 AN1209  PID         -  AN1209
 AN1209  STATE/COUNTY-  TX/REFUGIO
 AN1209  USGS QUAD   -  CRANELL (1978)
 AN1209
 AN1209                         *CURRENT SURVEY CONTROL
 AN1209  ___________________________________________________________________
 AN1209* NAD 83(1986)-  28 07 37.     (N)    097 25 38.     (W)     SCALED    
 AN1209* NAVD 88     -        10.274  (meters)      33.71   (feet)  ADJUSTED  
 AN1209  ___________________________________________________________________
 AN1209  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN1209  DYNAMIC HT  -          10.258 (meters)      33.65  (feet)  COMP
 AN1209  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 AN1209
 AN1209  VERT ORDER  -  FIRST     CLASS I
 AN1209
 AN1209.The horizontal coordinates were scaled from a topographic map and have
 AN1209.an estimated accuracy of +/- 6 seconds.
 AN1209
 AN1209.The orthometric height was determined by differential leveling
 AN1209.and adjusted by the National Geodetic Survey in June 1991..
 AN1209.WARNING-Repeat measurements at this control monument indicate possible
 AN1209.vertical movement.
 AN1209
 AN1209.The geoid height was determined by GEOID03.
 AN1209
 AN1209.The dynamic height is computed by dividing the NAVD 88
 AN1209.geopotential number by the normal gravity value computed on the
 AN1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1209.degrees latitude (g = 980.6199 gals.).
 AN1209
 AN1209.The modeled gravity was interpolated from observed gravity values.
 AN1209
 AN1209;                    North         East    Units  Estimated Accuracy
 AN1209;SPC TXSC     - 4,033,580.      754,530.      MT  (+/- 180 meters Scaled)
 AN1209
 AN1209                          SUPERSEDED SURVEY CONTROL
 AN1209
 AN1209  NGVD 29 (??/??/92)   10.446  (m)           34.27   (f) ADJ UNCH    1 1
 AN1209
 AN1209.Superseded values are not recommended for survey control.
 AN1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1209.See file dsdata.txt to determine how the superseded data were derived.
 AN1209
 AN1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS544122(NAD 83)
 AN1209_MARKER: DB = BENCH MARK DISK
 AN1209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1209_SP_SET: PIER
 AN1209_STAMPING: T 39 1918 ELEV. 34.426 FT.
 AN1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1209
 AN1209  HISTORY     - Date     Condition        Report By
 AN1209  HISTORY     - 1918     MONUMENTED       CGS
 AN1209  HISTORY     - 1942     GOOD             NGS
 AN1209  HISTORY     - 1978     GOOD             NGS
 AN1209  HISTORY     - 1990     GOOD             USPSQD
 AN1209  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1209
 AN1209                          STATION DESCRIPTION
 AN1209
 AN1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1209'8.1 MI NE FROM SINTON.
 AN1209'TO REACH FROM THE RAILROAD STATION AT SINTON, PROCEED 8.1 MILES
 AN1209'NORTHEAST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO A
 AN1209'RAILROAD BRIDGE OVER ARANSAS RIVER AND SITE OF BENCH MARK.  BENCH MARK
 AN1209'IS 1.2 MILES NORTHEAST OF THE SIGN POST EWELDER AND SET HORIZONTALLY
 AN1209'IN THE NORTH END OF THE EAST CONCRETE PIER OF RAILROAD BRIDGE. IT IS
 AN1209'115.0 FEET WEST OF THE EAST END OF TRESTLE, ABOUT 9.0 FEET NORTH OF
 AN1209'AND 6.0 FEET BELOW THE CENTERLINE OF TRACK.  A DISK SET IN DRILL HOLE.
 AN1209'NOTE-- THIS BENCH MARK IS ALSO 9.8 MILES SOUTHWEST OF WOODSBORO
 AN1209'RAILROAD STATION.
 AN1209
 AN1209                          STATION RECOVERY (1978)
 AN1209
 AN1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1209'RECOVERED IN GOOD CONDITION.
 AN1209
 AN1209                          STATION RECOVERY (1990)
 AN1209
 AN1209'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1209'RECOVERED IN GOOD CONDITION.
 AN1209
 AN1209                          STATION RECOVERY (1999)
 AN1209
 AN1209'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0449 ***********************************************************************
 CS0449  DESIGNATION -  T 390
 CS0449  PID         -  CS0449
 CS0449  STATE/COUNTY-  TX/HENDERSON
 CS0449  USGS QUAD   -  TOOL (1981)
 CS0449
 CS0449                         *CURRENT SURVEY CONTROL
 CS0449  ___________________________________________________________________
 CS0449* NAD 83(1986)-  32 15 46.     (N)    096 09 55.     (W)     SCALED    
 CS0449* NAVD 88     -       107.024  (meters)     351.13   (feet)  ADJUSTED  
 CS0449  ___________________________________________________________________
 CS0449  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0449  DYNAMIC HT  -         106.901 (meters)     350.72  (feet)  COMP
 CS0449  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CS0449
 CS0449  VERT ORDER  -  SECOND    CLASS 0
 CS0449
 CS0449.The horizontal coordinates were scaled from a topographic map and have
 CS0449.an estimated accuracy of +/- 6 seconds.
 CS0449
 CS0449.The orthometric height was determined by differential leveling
 CS0449.and adjusted by the National Geodetic Survey in June 1991..
 CS0449
 CS0449.The geoid height was determined by GEOID03.
 CS0449
 CS0449.The dynamic height is computed by dividing the NAVD 88
 CS0449.geopotential number by the normal gravity value computed on the
 CS0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0449.degrees latitude (g = 980.6199 gals.).
 CS0449
 CS0449.The modeled gravity was interpolated from observed gravity values.
 CS0449
 CS0449;                    North         East    Units  Estimated Accuracy
 CS0449;SPC TXNC     - 2,068,550.      819,960.      MT  (+/- 180 meters Scaled)
 CS0449
 CS0449                          SUPERSEDED SURVEY CONTROL
 CS0449
 CS0449  NGVD 29 (??/??/92)  107.029  (m)          351.14   (f) ADJ UNCH    2 0
 CS0449
 CS0449.Superseded values are not recommended for survey control.
 CS0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0449.See file dsdata.txt to determine how the superseded data were derived.
 CS0449
 CS0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA670730(NAD 83)
 CS0449_MARKER: DB = BENCH MARK DISK
 CS0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0449_STAMPING: T 390 1947
 CS0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0449+STABILITY: SURFACE MOTION
 CS0449
 CS0449  HISTORY     - Date     Condition        Report By
 CS0449  HISTORY     - 1947     MONUMENTED       CGS
 CS0449  HISTORY     - 1972     GOOD             LOCENG
 CS0449
 CS0449                          STATION DESCRIPTION
 CS0449
 CS0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0449'9.55 MI NW FROM TRINIDAD.
 CS0449'9.55 MILES NORTHWEST ALONG STATE HIGHWAY 274 FROM THE ST. LOUIS
 CS0449'SOUTHWESTERN RAILROAD STATION AT TRINIDAD, 150 FEET SOUTHEAST OF THE
 CS0449'END OF THE PAVEMENT, 125 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT
 CS0449'ROAD LEADING WEST, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CS0449'HIGHWAY, 2 FEET SOUTHEAST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN
 CS0449'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0449'NOTE-- THE MARK IS 0.5 MILE SOUTH OF STEWARTS STORE AT TOOL, IN THE
 CS0449'YARD OF A WHITE FRAME HOUSE, 34 FEET NORTHWEST OF A FENCE CORNER, AND
 CS0449'30 FEET NORTHWEST OF A POWERLINE POLE.
 CS0449
 CS0449                          STATION RECOVERY (1972)
 CS0449
 CS0449'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1553 ***********************************************************************
 CS1553  DESIGNATION -  T 391
 CS1553  PID         -  CS1553
 CS1553  STATE/COUNTY-  TX/TARRANT
 CS1553  USGS QUAD   -  AVONDALE (1982)
 CS1553
 CS1553                         *CURRENT SURVEY CONTROL
 CS1553  ___________________________________________________________________
 CS1553* NAD 83(1986)-  32 58 45.     (N)    097 24 31.     (W)     SCALED    
 CS1553* NAVD 88     -       258.127  (meters)     846.87   (feet)  ADJUSTED  
 CS1553  ___________________________________________________________________
 CS1553  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS1553  DYNAMIC HT  -         257.822 (meters)     845.87  (feet)  COMP
 CS1553  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 CS1553
 CS1553  VERT ORDER  -  FIRST     CLASS II
 CS1553
 CS1553.The horizontal coordinates were scaled from a topographic map and have
 CS1553.an estimated accuracy of +/- 6 seconds.
 CS1553
 CS1553.The orthometric height was determined by differential leveling
 CS1553.and adjusted by the National Geodetic Survey in June 1991..
 CS1553
 CS1553.The geoid height was determined by GEOID03.
 CS1553
 CS1553.The dynamic height is computed by dividing the NAVD 88
 CS1553.geopotential number by the normal gravity value computed on the
 CS1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1553.degrees latitude (g = 980.6199 gals.).
 CS1553
 CS1553.The modeled gravity was interpolated from observed gravity values.
 CS1553
 CS1553;                    North         East    Units  Estimated Accuracy
 CS1553;SPC TXNC     - 2,146,070.      702,000.      MT  (+/- 180 meters Scaled)
 CS1553
 CS1553                          SUPERSEDED SURVEY CONTROL
 CS1553
 CS1553  NGVD 29 (??/??/92)  258.084  (m)          846.73   (f) ADJ UNCH    1 2
 CS1553
 CS1553.Superseded values are not recommended for survey control.
 CS1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1553.See file dsdata.txt to determine how the superseded data were derived.
 CS1553
 CS1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB487501(NAD 83)
 CS1553_MARKER: DB = BENCH MARK DISK
 CS1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1553_STAMPING: T 391 1947
 CS1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1553+STABILITY: SURFACE MOTION
 CS1553
 CS1553  HISTORY     - Date     Condition        Report By
 CS1553  HISTORY     - 1947     MONUMENTED       CGS
 CS1553  HISTORY     - 1957     GOOD             NGS
 CS1553  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1553  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1553
 CS1553                          STATION DESCRIPTION
 CS1553
 CS1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1553'6.7 MI SE FROM RHOME.
 CS1553'ABOUT 6.7 MILES SOUTHEAST ALONG THE F.W. AND D.C.R.R. FROM THE STATION
 CS1553'IN RHOME, ABOUT 1.3 MILES AIRLINE NORTHEAST OF AVONDALE AND ALONG A
 CS1553'SECTION OF THE RAILROAD AT WHICH THE OLD ROAD HAS BEEN ABANDONED AND
 CS1553'FENCED OUT.  BEST REACHED FROM AVONDALE, A STORE AND RESIDENCE AT THE
 CS1553'JUNCTION OF U.S. HIGHWAY NOS.81 AND 287 AND F.M.718 TO NEWARK, BY
 CS1553'GOING EAST ON A HARD SURFACED ROAD TOWARD HASLET, 1.0 MILE TO THE
 CS1553'RAILROAD CROSSING.  TURN LEFT HERE AND GO NORTHWEST ALONG THE WEST
 CS1553'SIDE OF THE TRACKS ABOUT 0.7 MILE TO A FENCE CORNER AND THE MARK. THE
 CS1553'MARK IS A STANDARD DISK STAMPED T 391 1947 IN A CONCRETE POST
 CS1553'PROJECTING ABOUT 3 INCHES, 27 FEET SOUTHEAST OF THE FENCE CORNER, 6
 CS1553'FEET SOUTHEAST OF A TELEGRAPH POLE AND IN THE WEST RIGHT-OF-WAY FENCE.
 CS1553'IT IS ACROSS THE TRACKS WEST FROM MILE POST 19 AND IS 42.3 FEET
 CS1553'SOUTHWEST OF AND ABOUT 3 FEET LOWER THAN THE SOUTHWEST RAIL OF THE
 CS1553'TRACKS.
 CS1553
 CS1553                          STATION RECOVERY (1984)
 CS1553
 CS1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1553'MARK NOT FOUND.
 CS1553
 CS1553                          STATION RECOVERY (1997)
 CS1553
 CS1553'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0471 ***********************************************************************
 CS0471  DESIGNATION -  T 392
 CS0471  PID         -  CS0471
 CS0471  STATE/COUNTY-  TX/HENDERSON
 CS0471  USGS QUAD   -  MABANK (1981)
 CS0471
 CS0471                         *CURRENT SURVEY CONTROL
 CS0471  ___________________________________________________________________
 CS0471* NAD 83(1986)-  32 16 51.     (N)    096 03 13.     (W)     SCALED    
 CS0471* NAVD 88     -       113.981  (meters)     373.95   (feet)  ADJUSTED  
 CS0471  ___________________________________________________________________
 CS0471  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0471  DYNAMIC HT  -         113.850 (meters)     373.52  (feet)  COMP
 CS0471  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CS0471
 CS0471  VERT ORDER  -  SECOND    CLASS 0
 CS0471
 CS0471.The horizontal coordinates were scaled from a topographic map and have
 CS0471.an estimated accuracy of +/- 6 seconds.
 CS0471
 CS0471.The orthometric height was determined by differential leveling
 CS0471.and adjusted by the National Geodetic Survey in June 1991..
 CS0471
 CS0471.The geoid height was determined by GEOID03.
 CS0471
 CS0471.The dynamic height is computed by dividing the NAVD 88
 CS0471.geopotential number by the normal gravity value computed on the
 CS0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0471.degrees latitude (g = 980.6199 gals.).
 CS0471
 CS0471.The modeled gravity was interpolated from observed gravity values.
 CS0471
 CS0471;                    North         East    Units  Estimated Accuracy
 CS0471;SPC TXNC     - 2,070,790.      830,430.      MT  (+/- 180 meters Scaled)
 CS0471
 CS0471                          SUPERSEDED SURVEY CONTROL
 CS0471
 CS0471  NGVD 29 (??/??/92)  113.988  (m)          373.98   (f) ADJ UNCH    2 0
 CS0471
 CS0471.Superseded values are not recommended for survey control.
 CS0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0471.See file dsdata.txt to determine how the superseded data were derived.
 CS0471
 CS0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA775753(NAD 83)
 CS0471_MARKER: DB = BENCH MARK DISK
 CS0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0471_STAMPING: T 392 1947
 CS0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0471+STABILITY: SURFACE MOTION
 CS0471
 CS0471  HISTORY     - Date     Condition        Report By
 CS0471  HISTORY     - 1947     MONUMENTED       CGS
 CS0471
 CS0471                          STATION DESCRIPTION
 CS0471
 CS0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0471'4.6 MI SW FROM EUSTACE.
 CS0471'1.0 MILE SOUTH ALONG THE EUSTACE - PAYNE SPRING ROAD FROM THE HIGH
 CS0471'SCHOOL AT EUSTACE, THENCE 2.8 MILES WEST ALONG THE EUSTACE - PAYNE
 CS0471'SPRING ROAD, THENCE 0.8 MILE SOUTH ALONG A DIRT ROAD TO A JUNCTION
 CS0471'WITH A ROAD LEADING WEST AND THE SITE OF THE MARK, 1.1 MILES EAST OF
 CS0471'PAYNE SPRING SCHOOL, 37 FEET NORTH OF AND ACROSS A NORTH AND SOUTH
 CS0471'ROAD FROM THE CENTER LINE OF A ROAD LEADING WEST, 43 FEET EAST OF A 36
 CS0471'INCH OAK TREE, 24 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 CS0471'ROAD, 8 FEET EAST OF THE RIGHT OF WAY FENCE, 3 FEET NORTH OF A 4X4
 CS0471'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS0471'PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0683 ***********************************************************************
 CS0683  DESIGNATION -  T 393
 CS0683  PID         -  CS0683
 CS0683  STATE/COUNTY-  TX/NAVARRO
 CS0683  USGS QUAD   -  POWELL (1959)
 CS0683
 CS0683                         *CURRENT SURVEY CONTROL
 CS0683  ___________________________________________________________________
 CS0683* NAD 83(1986)-  32 02 18.     (N)    096 16 51.     (W)     SCALED    
 CS0683* NAVD 88     -       105.384  (meters)     345.75   (feet)  ADJUSTED  
 CS0683  ___________________________________________________________________
 CS0683  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0683  DYNAMIC HT  -         105.261 (meters)     345.34  (feet)  COMP
 CS0683  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 CS0683
 CS0683  VERT ORDER  -  SECOND    CLASS 0
 CS0683
 CS0683.The horizontal coordinates were scaled from a topographic map and have
 CS0683.an estimated accuracy of +/- 6 seconds.
 CS0683
 CS0683.The orthometric height was determined by differential leveling
 CS0683.and adjusted by the National Geodetic Survey in June 1991..
 CS0683
 CS0683.The geoid height was determined by GEOID03.
 CS0683
 CS0683.The dynamic height is computed by dividing the NAVD 88
 CS0683.geopotential number by the normal gravity value computed on the
 CS0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0683.degrees latitude (g = 980.6199 gals.).
 CS0683
 CS0683.The modeled gravity was interpolated from observed gravity values.
 CS0683
 CS0683;                    North         East    Units  Estimated Accuracy
 CS0683;SPC TXNC     - 2,043,430.      809,600.      MT  (+/- 180 meters Scaled)
 CS0683
 CS0683                          SUPERSEDED SURVEY CONTROL
 CS0683
 CS0683  NGVD 29 (??/??/92)  105.380  (m)          345.73   (f) ADJ UNCH    2 0
 CS0683
 CS0683.Superseded values are not recommended for survey control.
 CS0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0683.See file dsdata.txt to determine how the superseded data were derived.
 CS0683
 CS0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA567479(NAD 83)
 CS0683_MARKER: DB = BENCH MARK DISK
 CS0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0683_STAMPING: T 393 1947
 CS0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0683+STABILITY: SURFACE MOTION
 CS0683
 CS0683  HISTORY     - Date     Condition        Report By
 CS0683  HISTORY     - 1947     MONUMENTED       CGS
 CS0683  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0683
 CS0683                          STATION DESCRIPTION
 CS0683
 CS0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0683'2.8 MI NE FROM EUREKA.
 CS0683'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 CS0683'EUREKA, THENCE 1.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD TO AN
 CS0683'INTERSECTION WITH A NORTH AND SOUTH ROAD, THENCE 1.0 MILE NORTH ALONG
 CS0683'A GRADED DIRT ROAD TO A ROAD JUNCTION AND THE SITE OF THE MARK, 500
 CS0683'FEET NORTHEAST OF A HOUSE OWNED BY EARL PHINNIE, ABOUT 200 FEET SOUTH
 CS0683'OF A POWER LINE, 105 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 CS0683'ROAD, 27 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 5
 CS0683'FEET EAST OF THE EAST END OF A GATE, 2 FEET SOUTH OF A WIRE FENCE, 2
 CS0683'FEET WEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0683'CONCRETE POST.
 CS0683
 CS0683                          STATION RECOVERY (2002)
 CS0683
 CS0683'RECOVERY NOTE BY US POWER SQUADRON 2002
 CS0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1075 ***********************************************************************
 CS1075  DESIGNATION -  T 395
 CS1075  PID         -  CS1075
 CS1075  STATE/COUNTY-  TX/DALLAS
 CS1075  USGS QUAD   -  HUTCHINS (1973)
 CS1075
 CS1075                         *CURRENT SURVEY CONTROL
 CS1075  ___________________________________________________________________
 CS1075* NAD 83(1986)-  32 42 20.     (N)    096 44 56.     (W)     SCALED    
 CS1075* NAVD 88     -       125.162  (meters)     410.64   (feet)  ADJUSTED  
 CS1075  ___________________________________________________________________
 CS1075  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS1075  DYNAMIC HT  -         125.018 (meters)     410.16  (feet)  COMP
 CS1075  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CS1075
 CS1075  VERT ORDER  -  FIRST     CLASS II
 CS1075
 CS1075.The horizontal coordinates were scaled from a topographic map and have
 CS1075.an estimated accuracy of +/- 6 seconds.
 CS1075
 CS1075.The orthometric height was determined by differential leveling
 CS1075.and adjusted by the National Geodetic Survey in June 1991..
 CS1075
 CS1075.The geoid height was determined by GEOID03.
 CS1075
 CS1075.The dynamic height is computed by dividing the NAVD 88
 CS1075.geopotential number by the normal gravity value computed on the
 CS1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1075.degrees latitude (g = 980.6199 gals.).
 CS1075
 CS1075.The modeled gravity was interpolated from observed gravity values.
 CS1075
 CS1075;                    North         East    Units  Estimated Accuracy
 CS1075;SPC TXNC     - 2,116,570.      764,160.      MT  (+/- 180 meters Scaled)
 CS1075
 CS1075                          SUPERSEDED SURVEY CONTROL
 CS1075
 CS1075  NGVD 29 (??/??/92)  125.17   (m)          410.7    (f) COMPUTED    1 2
 CS1075
 CS1075.Superseded values are not recommended for survey control.
 CS1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1075.See file dsdata.txt to determine how the superseded data were derived.
 CS1075
 CS1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB110208(NAD 83)
 CS1075_MARKER: DD = SURVEY DISK
 CS1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1075_STAMPING: T 395 1947 1 Y
 CS1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1075+STABILITY: SURFACE MOTION
 CS1075
 CS1075  HISTORY     - Date     Condition        Report By
 CS1075  HISTORY     - 1947     MONUMENTED       TX1730
 CS1075  HISTORY     - 1947     GOOD             NGS
 CS1075  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1075
 CS1075                          STATION DESCRIPTION
 CS1075
 CS1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1075'IN DALLAS.
 CS1075'AT DALLAS, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF HOLMES
 CS1075'STREET (U.S. HIGHWAY NO.75) AND LEDBETTER DRIVE, 57.1 FEET EAST OF AND
 CS1075'ABOUT LEVEL WITH THE CENTER LINE OF HOLMES STREET, 48.4 FEET SOUTH OF
 CS1075'THE EXTENDED CENTER LINE OF LEDBETTER DRIVE, 9.6 FEET WEST OF THE
 CS1075'SOUTHWEST CORNER OF A 9 X 9 FT. CONCRETE MANHOLE COVER AND 1.8 FEET
 CS1075'NORTHWEST OF A FIFTEEN INCH OAK TREE.  A BRONZE DISK SET IN THE TOP OF
 CS1075'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 CS1075
 CS1075                          STATION RECOVERY (1958)
 CS1075
 CS1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0576 ***********************************************************************
 CR0576  DESIGNATION -  T 396
 CR0576  PID         -  CR0576
 CR0576  STATE/COUNTY-  TX/HENDERSON
 CR0576  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0576
 CR0576                         *CURRENT SURVEY CONTROL
 CR0576  ___________________________________________________________________
 CR0576* NAD 83(1986)-  32 04 54.     (N)    095 48 18.     (W)     SCALED    
 CR0576* NAVD 88     -       102.077  (meters)     334.90   (feet)  ADJUSTED  
 CR0576  ___________________________________________________________________
 CR0576  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CR0576  DYNAMIC HT  -         101.958 (meters)     334.51  (feet)  COMP
 CR0576  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 CR0576
 CR0576  VERT ORDER  -  SECOND    CLASS 0
 CR0576
 CR0576.The horizontal coordinates were scaled from a topographic map and have
 CR0576.an estimated accuracy of +/- 6 seconds.
 CR0576
 CR0576.The orthometric height was determined by differential leveling
 CR0576.and adjusted by the National Geodetic Survey in June 1991..
 CR0576
 CR0576.The geoid height was determined by GEOID03.
 CR0576
 CR0576.The dynamic height is computed by dividing the NAVD 88
 CR0576.geopotential number by the normal gravity value computed on the
 CR0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0576.degrees latitude (g = 980.6199 gals.).
 CR0576
 CR0576.The modeled gravity was interpolated from observed gravity values.
 CR0576
 CR0576;                    North         East    Units  Estimated Accuracy
 CR0576;SPC TXNC     - 2,049,280.      854,410.      MT  (+/- 180 meters Scaled)
 CR0576
 CR0576                          SUPERSEDED SURVEY CONTROL
 CR0576
 CR0576  NGVD 29 (??/??/92)  102.078  (m)          334.90   (f) ADJ UNCH    2 0
 CR0576
 CR0576.Superseded values are not recommended for survey control.
 CR0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0576.See file dsdata.txt to determine how the superseded data were derived.
 CR0576
 CR0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR352529(NAD 83)
 CR0576_MARKER: DB = BENCH MARK DISK
 CR0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0576_SP_SET: ABUTMENT
 CR0576_STAMPING: T 396 1947
 CR0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0576
 CR0576  HISTORY     - Date     Condition        Report By
 CR0576  HISTORY     - 1947     MONUMENTED       CGS
 CR0576  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0576
 CR0576                          STATION DESCRIPTION
 CR0576
 CR0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0576'8.7 MI S FROM ATHENS.
 CR0576'8.7 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT ATHENS,
 CR0576'15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A BRONZE DISK SET IN
 CR0576'THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF CONCRETE BRIDGE S 16-
 CR0576'T 50.
 CR0576
 CR0576                          STATION RECOVERY (1977)
 CR0576
 CR0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0513 ***********************************************************************
 CS0513  DESIGNATION -  T 397
 CS0513  PID         -  CS0513
 CS0513  STATE/COUNTY-  TX/NAVARRO
 CS0513  USGS QUAD   -  BAZETTE (1976)
 CS0513
 CS0513                         *CURRENT SURVEY CONTROL
 CS0513  ___________________________________________________________________
 CS0513* NAD 83(1986)-  32 13 28.     (N)    096 19 12.     (W)     SCALED    
 CS0513* NAVD 88     -        96.895  (meters)     317.90   (feet)  ADJUSTED  
 CS0513  ___________________________________________________________________
 CS0513  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0513  DYNAMIC HT  -          96.783 (meters)     317.53  (feet)  COMP
 CS0513  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CS0513
 CS0513  VERT ORDER  -  SECOND    CLASS 0
 CS0513
 CS0513.The horizontal coordinates were scaled from a topographic map and have
 CS0513.an estimated accuracy of +/- 6 seconds.
 CS0513
 CS0513.The orthometric height was determined by differential leveling
 CS0513.and adjusted by the National Geodetic Survey in June 1991..
 CS0513
 CS0513.The geoid height was determined by GEOID03.
 CS0513
 CS0513.The dynamic height is computed by dividing the NAVD 88
 CS0513.geopotential number by the normal gravity value computed on the
 CS0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0513.degrees latitude (g = 980.6199 gals.).
 CS0513
 CS0513.The modeled gravity was interpolated from observed gravity values.
 CS0513
 CS0513;                    North         East    Units  Estimated Accuracy
 CS0513;SPC TXNC     - 2,063,990.      805,470.      MT  (+/- 180 meters Scaled)
 CS0513
 CS0513                          SUPERSEDED SURVEY CONTROL
 CS0513
 CS0513  NGVD 29 (??/??/92)   96.900  (m)          317.91   (f) ADJ UNCH    2 0
 CS0513
 CS0513.Superseded values are not recommended for survey control.
 CS0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0513.See file dsdata.txt to determine how the superseded data were derived.
 CS0513
 CS0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA525684(NAD 83)
 CS0513_MARKER: DB = BENCH MARK DISK
 CS0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0513_STAMPING: T 397 1947
 CS0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0513+STABILITY: SURFACE MOTION
 CS0513
 CS0513  HISTORY     - Date     Condition        Report By
 CS0513  HISTORY     - 1947     MONUMENTED       CGS
 CS0513  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 CS0513
 CS0513                          STATION DESCRIPTION
 CS0513
 CS0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0513'2.9 MI E FROM MONTFORT.
 CS0513'0.2 MILE NORTHWEST, THENCE 1.7 MILE NORTHEAST AND 1.0 MILE SOUTHEAST
 CS0513'ALONG THE MONTFORT-BAZETTE ROAD FROM THE GENERAL STORE AT MONTFORT, AT
 CS0513'THE NORTH CORNER OF A YARD FENCE IN FRONT OF A WHITE FRAME FARM HOUSE,
 CS0513'0.05 MILE NORTHWEST OF A DIRT ROAD LEADING SOUTHWEST, 32.0 FEET NORTH
 CS0513'OF THE NORTH CORNER OF A WHITE FRAME FARM HOUSE, 31.0 FEET SOUTHWEST
 CS0513'OF THE CENTER OF THE ROAD, 25.5 FEET EAST OF A 2-FOOT ELM TREE, 4.0
 CS0513'FEET SOUTHWEST OF A YARD FENCE CORNER POST, 2.5 FEET SOUTHWEST OF A
 CS0513'REFERENCE POST, SET IN A CONCRETE POST ABOUT 1 FOOT BELOW THE ROAD AND
 CS0513'PROJECTING 0.2 FOOT.
 CS0513
 CS0513                          STATION RECOVERY (1972)
 CS0513
 CS0513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2289 ***********************************************************************
 BY2289  DESIGNATION -  T 398 RESET 1957
 BY2289  PID         -  BY2289
 BY2289  STATE/COUNTY-  TX/ANDERSON
 BY2289  USGS QUAD   -  BLACKFOOT (1982)
 BY2289
 BY2289                         *CURRENT SURVEY CONTROL
 BY2289  ___________________________________________________________________
 BY2289* NAD 83(1986)-  31 54 04.     (N)    095 45 08.     (W)     SCALED    
 BY2289* NAVD 88     -       122.30   (+/-2cm)     401.2    (feet)  VERTCON   
 BY2289  ___________________________________________________________________
 BY2289  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BY2289
 BY2289  VERT ORDER  -  THIRD (See Below)
 BY2289
 BY2289.The horizontal coordinates were scaled from a topographic map and have
 BY2289.an estimated accuracy of +/- 6 seconds.
 BY2289
 BY2289.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2289.The vertical order pertains to the NGVD 29 superseded value.
 BY2289
 BY2289.The geoid height was determined by GEOID03.
 BY2289
 BY2289;                    North         East    Units  Estimated Accuracy
 BY2289;SPC TX C     - 3,256,630.    1,133,230.      MT  (+/- 180 meters Scaled)
 BY2289
 BY2289                          SUPERSEDED SURVEY CONTROL
 BY2289
 BY2289  NGVD 29 (??/??/??)  122.29   (m)          401.2    (f) RESET       3  
 BY2289
 BY2289.Superseded values are not recommended for survey control.
 BY2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2289.See file dsdata.txt to determine how the superseded data were derived.
 BY2289
 BY2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR397327(NAD 83)
 BY2289_MARKER: DB = BENCH MARK DISK
 BY2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2289_STAMPING: T 398 RESET 1957
 BY2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2289+STABILITY: SURFACE MOTION
 BY2289
 BY2289  HISTORY     - Date     Condition        Report By
 BY2289  HISTORY     - 1957     MONUMENTED       CGS
 BY2289  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2289
 BY2289                          STATION DESCRIPTION
 BY2289
 BY2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BY2289'2.6 MI NW FROM MONTALBA.
 BY2289'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY NO.19 FROM MONTALBA SCHOOL
 BY2289'AND THEN WEST ON F.M. HIGHWAY 2330 0.9 MILE TO THE MARK ON THE RIGHT
 BY2289'IN THE NORTH RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY.  IT IS ABOUT 100
 BY2289'YARDS EAST OF A DIRT TANK AND 2 FEET EAST OF A 4 X 4 POST.  A STANDARD
 BY2289'DISK STAMPED T 398 RESET 1957 IN A CONCRETE POST PROJECTING ABOUT 4
 BY2289'INCHES.
 BY2289
 BY2289                          STATION RECOVERY (1977)
 BY2289
 BY2289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2267 ***********************************************************************
 BY2267  DESIGNATION -  T 399
 BY2267  PID         -  BY2267
 BY2267  STATE/COUNTY-  TX/ANDERSON
 BY2267  USGS QUAD   -  CAYUGA (1982)
 BY2267
 BY2267                         *CURRENT SURVEY CONTROL
 BY2267  ___________________________________________________________________
 BY2267* NAD 83(1986)-  31 57 35.     (N)    095 59 33.     (W)     SCALED    
 BY2267* NAVD 88     -        93.805  (meters)     307.76   (feet)  ADJUSTED  
 BY2267  ___________________________________________________________________
 BY2267  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BY2267  DYNAMIC HT  -          93.695 (meters)     307.40  (feet)  COMP
 BY2267  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 BY2267
 BY2267  VERT ORDER  -  SECOND    CLASS 0
 BY2267
 BY2267.The horizontal coordinates were scaled from a topographic map and have
 BY2267.an estimated accuracy of +/- 6 seconds.
 BY2267
 BY2267.The orthometric height was determined by differential leveling
 BY2267.and adjusted by the National Geodetic Survey in June 1991..
 BY2267
 BY2267.The geoid height was determined by GEOID03.
 BY2267
 BY2267.The dynamic height is computed by dividing the NAVD 88
 BY2267.geopotential number by the normal gravity value computed on the
 BY2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2267.degrees latitude (g = 980.6199 gals.).
 BY2267
 BY2267.The modeled gravity was interpolated from observed gravity values.
 BY2267
 BY2267;                    North         East    Units  Estimated Accuracy
 BY2267;SPC TX C     - 3,262,220.    1,110,260.      MT  (+/- 180 meters Scaled)
 BY2267
 BY2267                          SUPERSEDED SURVEY CONTROL
 BY2267
 BY2267  NGVD 29 (??/??/92)   93.802  (m)          307.75   (f) ADJ UNCH    2 0
 BY2267
 BY2267.Superseded values are not recommended for survey control.
 BY2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2267.See file dsdata.txt to determine how the superseded data were derived.
 BY2267
 BY2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR171398(NAD 83)
 BY2267_MARKER: DB = BENCH MARK DISK
 BY2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2267_STAMPING: T 399 1947
 BY2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2267+STABILITY: SURFACE MOTION
 BY2267
 BY2267  HISTORY     - Date     Condition        Report By
 BY2267  HISTORY     - 1947     MONUMENTED       CGS
 BY2267  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2267
 BY2267                          STATION DESCRIPTION
 BY2267
 BY2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2267'1.0 MI W FROM CAYUGA.
 BY2267'ALONG U. S. HIGHWAY NO. 287.  1.0 MILE WEST OF CAYUGA POST OFFICE. 52
 BY2267'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL CATTLE GUARD. 45
 BY2267'FEET NORTH OF THE CENTER OF THE HIGHWAY.  9 FEET WEST OF A STEEL FENCE
 BY2267'POST.  10 FEET EAST OF A TELEPHONE POLE.  2 FEET SOUTH OF A WIRE
 BY2267'FENCE.  2 FEET EAST OF WITNESS POST.
 BY2267
 BY2267                          STATION RECOVERY (1977)
 BY2267
 BY2267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0471 ***********************************************************************
 AN0471  DESIGNATION -  T 40
 AN0471  PID         -  AN0471
 AN0471  STATE/COUNTY-  TX/VICTORIA
 AN0471  USGS QUAD   -  BLOOMINGTON (1995)
 AN0471
 AN0471                         *CURRENT SURVEY CONTROL
 AN0471  ___________________________________________________________________
 AN0471* NAD 83(1986)-  28 39 02.     (N)    096 53 13.     (W)     SCALED    
 AN0471* NAVD 88     -        18.43   (+/-2cm)      60.5    (feet)  VERTCON   
 AN0471  ___________________________________________________________________
 AN0471  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0471
 AN0471  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0471
 AN0471.The horizontal coordinates were scaled from a topographic map and have
 AN0471.an estimated accuracy of +/- 6 seconds.
 AN0471
 AN0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0471.The vertical order pertains to the NGVD 29 superseded value.
 AN0471
 AN0471.The geoid height was determined by GEOID03.
 AN0471
 AN0471;                    North         East    Units  Estimated Accuracy
 AN0471;SPC TXSC     - 4,092,440.      806,560.      MT  (+/- 180 meters Scaled)
 AN0471
 AN0471                          SUPERSEDED SURVEY CONTROL
 AN0471
 AN0471  NGVD 29 (??/??/92)   18.562  (m)           60.90   (f) ADJ UNCH    1 2
 AN0471
 AN0471.Superseded values are not recommended for survey control.
 AN0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0471.See file dsdata.txt to determine how the superseded data were derived.
 AN0471
 AN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS065710(NAD 83)
 AN0471_MARKER: DB = BENCH MARK DISK
 AN0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0471_STAMPING: T 40 1918 ELEV 60.768 FT
 AN0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0471+STABILITY: SURFACE MOTION
 AN0471
 AN0471  HISTORY     - Date     Condition        Report By
 AN0471  HISTORY     - 1918     MONUMENTED       CGS
 AN0471  HISTORY     - 1967     POOR             NGS
 AN0471  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0471
 AN0471                          STATION DESCRIPTION
 AN0471
 AN0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AN0471'IN BLOOMINGTON.
 AN0471'AT BLOOMINGTON, 500 FEET NORTHEAST OF THE MISSOURI PACIFIC RAILROAD
 AN0471'STATION IN BLOOMINGTON, 36.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 AN0471'THE MAIN TRACK, 10.3 FEET SOUTHWEST OF A TELEGRAPH POLE, 3 FEET NORTH
 AN0471'OF A WITNESS POST.  A C AND GS BENCH MARK DISK SET IN AN 8-INCH SQUARE
 AN0471'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND. NOTE-- USE
 AN0471'THIS MARK WITH CAUTION, POST IS LOOSE IN GROUND.
 AN0471
 AN0471                          STATION RECOVERY (1978)
 AN0471
 AN0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0471'SEARCHED FOR BUT NOT RECOVERED. THE REMAINS OF A CONCRETE MONUMENT
 AN0471'WERE FOUND IN THE AREA BUT THE DISK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1764 ***********************************************************************
 BL1764  DESIGNATION -  T 400
 BL1764  PID         -  BL1764
 BL1764  STATE/COUNTY-  TX/WALKER
 BL1764  USGS QUAD   -  BAKER LAKE (1972)
 BL1764
 BL1764                         *CURRENT SURVEY CONTROL
 BL1764  ___________________________________________________________________
 BL1764* NAD 83(1986)-  30 53 40.     (N)    095 40 29.     (W)     SCALED    
 BL1764* NAVD 88     -        56.06   (+/-2cm)     183.9    (feet)  VERTCON   
 BL1764  ___________________________________________________________________
 BL1764  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BL1764
 BL1764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1764
 BL1764.The horizontal coordinates were scaled from a topographic map and have
 BL1764.an estimated accuracy of +/- 6 seconds.
 BL1764
 BL1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1764.The vertical order pertains to the NGVD 29 superseded value.
 BL1764
 BL1764.The geoid height was determined by GEOID03.
 BL1764
 BL1764;                    North         East    Units  Estimated Accuracy
 BL1764;SPC TX C     - 3,145,430.    1,145,220.      MT  (+/- 180 meters Scaled)
 BL1764
 BL1764                          SUPERSEDED SURVEY CONTROL
 BL1764
 BL1764  NGVD 29 (??/??/92)   56.063  (m)          183.93   (f) ADJ UNCH    2 0
 BL1764
 BL1764.Superseded values are not recommended for survey control.
 BL1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1764.See file dsdata.txt to determine how the superseded data were derived.
 BL1764
 BL1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ443209(NAD 83)
 BL1764_MARKER: DB = BENCH MARK DISK
 BL1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1764_STAMPING: T 400 1947
 BL1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1764+STABILITY: SURFACE MOTION
 BL1764
 BL1764  HISTORY     - Date     Condition        Report By
 BL1764  HISTORY     - 1947     MONUMENTED       CGS
 BL1764
 BL1764                          STATION DESCRIPTION
 BL1764
 BL1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1764'10.7 MI SE FROM MIDWAY.
 BL1764'10.7 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1764'AT MIDWAY, 0.9 MILE SOUTHEAST OF THE SOUTH END OF A CONCRETE BRIDGE
 BL1764'OVER BEDIAS CREEK, 0.4 MILE NORTHWEST OF A WOODEN BRIDGE OVER A SMALL
 BL1764'CREEK, AT THE TOP OF A HILL, 49.0 FEET NORTHEAST OF THE CENTER OF THE
 BL1764'ROAD, 2.3 FEET SOUTHEAST OF A REFERENCE POST, 0.7 FOOT SOUTHWEST OF
 BL1764'THE NORTHEAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE
 BL1764'SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1862 ***********************************************************************
 BY1862  DESIGNATION -  T 402
 BY1862  PID         -  BY1862
 BY1862  STATE/COUNTY-  TX/HOUSTON
 BY1862  USGS QUAD   -  HALLS BLUFF (1972)
 BY1862
 BY1862                         *CURRENT SURVEY CONTROL
 BY1862  ___________________________________________________________________
 BY1862* NAD 83(1986)-  31 15 08.     (N)    095 37 51.     (W)     SCALED    
 BY1862* NAVD 88     -        90.44   (+/-2cm)     296.7    (feet)  VERTCON   
 BY1862  ___________________________________________________________________
 BY1862  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY1862
 BY1862  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1862
 BY1862.The horizontal coordinates were scaled from a topographic map and have
 BY1862.an estimated accuracy of +/- 6 seconds.
 BY1862
 BY1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1862.The vertical order pertains to the NGVD 29 superseded value.
 BY1862
 BY1862.The geoid height was determined by GEOID03.
 BY1862
 BY1862;                    North         East    Units  Estimated Accuracy
 BY1862;SPC TX C     - 3,185,230.    1,147,740.      MT  (+/- 180 meters Scaled)
 BY1862
 BY1862                          SUPERSEDED SURVEY CONTROL
 BY1862
 BY1862  NGVD 29 (??/??/92)   90.441  (m)          296.72   (f) ADJ UNCH    2 0
 BY1862
 BY1862.Superseded values are not recommended for survey control.
 BY1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1862.See file dsdata.txt to determine how the superseded data were derived.
 BY1862
 BY1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ494605(NAD 83)
 BY1862_MARKER: DB = BENCH MARK DISK
 BY1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1862_STAMPING: T 402 1947
 BY1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1862+STABILITY: SURFACE MOTION
 BY1862
 BY1862  HISTORY     - Date     Condition        Report By
 BY1862  HISTORY     - 1947     MONUMENTED       CGS
 BY1862  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1862
 BY1862                          STATION DESCRIPTION
 BY1862
 BY1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1862'1.9 MI SW FROM PORTER SPRINGS.
 BY1862'TO REACH FROM THE PORTER SPRINGS SCHOOL AT PORTER SPRINGS GO SOUTHWEST
 BY1862'1.9 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A
 BY1862'CURVE IN THE ROAD, 32.9 FEET SOUTHWEST OF A FENCE CORNER, 34.5 FEET
 BY1862'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 20.2
 BY1862'FEET SOUTH OF A TWENTY INCH OAK TREE, 18.3 FEET NORTH OF A TWENTY INCH
 BY1862'OAK TREE, 1.5 FEET EAST OF A FENCE AND 1.5 FEET SOUTH OF A 4 X 4 IN.
 BY1862'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1862'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND. NOTE-- SITE OF MARK
 BY1862'IS AT OUTSIDE OF CURVE OF ABANDONED ROAD, 140 FEET NORTHWEST OF FM
 BY1862'ROAD NO. 132.  SITE OF MARK DOES NOT APPEAR TO HAVE BEEN DISTURBED,
 BY1862'BUT NO EVIDENCE OF POST COULD BE FOUND.
 BY1862
 BY1862                          STATION RECOVERY (1964)
 BY1862
 BY1862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1853 ***********************************************************************
 BY1853  DESIGNATION -  T 403
 BY1853  PID         -  BY1853
 BY1853  STATE/COUNTY-  TX/LEON
 BY1853  USGS QUAD   -  CENTERVILLE (1964)
 BY1853
 BY1853                         *CURRENT SURVEY CONTROL
 BY1853  ___________________________________________________________________
 BY1853* NAD 83(1986)-  31 15 55.     (N)    095 56 47.     (W)     SCALED    
 BY1853* NAVD 88     -        99.11   (+/-2cm)     325.2    (feet)  VERTCON   
 BY1853  ___________________________________________________________________
 BY1853  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BY1853
 BY1853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1853
 BY1853.The horizontal coordinates were scaled from a topographic map and have
 BY1853.an estimated accuracy of +/- 6 seconds.
 BY1853
 BY1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1853.The vertical order pertains to the NGVD 29 superseded value.
 BY1853
 BY1853.The geoid height was determined by GEOID03.
 BY1853
 BY1853;                    North         East    Units  Estimated Accuracy
 BY1853;SPC TX C     - 3,185,450.    1,117,650.      MT  (+/- 180 meters Scaled)
 BY1853
 BY1853                          SUPERSEDED SURVEY CONTROL
 BY1853
 BY1853  NGVD 29 (??/??/92)   99.091  (m)          325.10   (f) ADJ UNCH    2 0
 BY1853
 BY1853.Superseded values are not recommended for survey control.
 BY1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1853.See file dsdata.txt to determine how the superseded data were derived.
 BY1853
 BY1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ194627(NAD 83)
 BY1853_MARKER: DB = BENCH MARK DISK
 BY1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1853_STAMPING: T 403 1947
 BY1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1853+STABILITY: SURFACE MOTION
 BY1853
 BY1853  HISTORY     - Date     Condition        Report By
 BY1853  HISTORY     - 1947     MONUMENTED       CGS
 BY1853
 BY1853                          STATION DESCRIPTION
 BY1853
 BY1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1853'2.0 MI E FROM CENTERVILLE.
 BY1853'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1853'CENTERVILLE, 114.0 FEET NORTHEAST OF THE NORTH END OF A CORRUGATED
 BY1853'IRON CULVERT, 53.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY1853'OF THE HIGHWAY, 16.1 FEET NORTHEAST OF AN EIGHT INCH OAK TREE, 1.5
 BY1853'FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER POST. A
 BY1853'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1853'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1240 ***********************************************************************
 CS1240  DESIGNATION -  T 404
 CS1240  PID         -  CS1240
 CS1240  STATE/COUNTY-  TX/DALLAS
 CS1240  USGS QUAD   -  DALLAS (1981)
 CS1240
 CS1240                         *CURRENT SURVEY CONTROL
 CS1240  ___________________________________________________________________
 CS1240* NAD 83(1986)-  32 47 01.     (N)    096 45 56.     (W)     SCALED    
 CS1240* NAVD 88     -       139.476  (meters)     457.60   (feet)  ADJUSTED  
 CS1240  ___________________________________________________________________
 CS1240  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS1240  DYNAMIC HT  -         139.317 (meters)     457.08  (feet)  COMP
 CS1240  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 CS1240
 CS1240  VERT ORDER  -  FIRST     CLASS II
 CS1240
 CS1240.The horizontal coordinates were scaled from a topographic map and have
 CS1240.an estimated accuracy of +/- 6 seconds.
 CS1240
 CS1240.The orthometric height was determined by differential leveling
 CS1240.and adjusted by the National Geodetic Survey in June 1991..
 CS1240
 CS1240.The geoid height was determined by GEOID03.
 CS1240
 CS1240.The dynamic height is computed by dividing the NAVD 88
 CS1240.geopotential number by the normal gravity value computed on the
 CS1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1240.degrees latitude (g = 980.6199 gals.).
 CS1240
 CS1240.The modeled gravity was interpolated from observed gravity values.
 CS1240
 CS1240;                    North         East    Units  Estimated Accuracy
 CS1240;SPC TXNC     - 2,125,200.      762,460.      MT  (+/- 180 meters Scaled)
 CS1240
 CS1240                          SUPERSEDED SURVEY CONTROL
 CS1240
 CS1240  NGVD 29 (??/??/92)  139.481  (m)          457.61   (f) ADJ UNCH    1 2
 CS1240
 CS1240.Superseded values are not recommended for survey control.
 CS1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1240.See file dsdata.txt to determine how the superseded data were derived.
 CS1240
 CS1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB092295(NAD 83)
 CS1240_MARKER: DB = BENCH MARK DISK
 CS1240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1240_SP_SET: FOUNDATION
 CS1240_STAMPING: T 404 1947
 CS1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1240
 CS1240  HISTORY     - Date     Condition        Report By
 CS1240  HISTORY     - 1947     MONUMENTED       CGS
 CS1240  HISTORY     - 1963     GOOD             NGS
 CS1240  HISTORY     - 1981     GOOD             LOCSUR
 CS1240
 CS1240                          STATION DESCRIPTION
 CS1240
 CS1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1240'IN DALLAS.
 CS1240'AT DALLAS, ON THE TEXAS AND PACIFIC RAILROAD ABOUT 2.9 MILES EAST OF
 CS1240'UNION STATION, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 CS1240'WASHINGTON AVENUE AND PARRY AVENUE, 41.0 FEET SOUTH OF AND ABOUT LEVEL
 CS1240'WITH THE CENTER LINE OF THE SOUTH TRACK, ON THE NORTH FACE OF THE
 CS1240'GOODYEAR TIRE COMPANY BUILDING, 11.0 FEET WEST OF THE NORTHEAST CORNER
 CS1240'OF THE BUILDING AND ABOUT 2.5 FEET ABOVE GROUND.  A BRONZE DISK SET
 CS1240'VERTICALLY IN A DRILL HOLE IN CONCRETE FOUNDATION.
 CS1240
 CS1240                          STATION RECOVERY (1963)
 CS1240
 CS1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CS1240'RECOVERED IN GOOD CONDITION.
 CS1240
 CS1240                          STATION RECOVERY (1981)
 CS1240
 CS1240'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CS1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1779 ***********************************************************************
 BY1779  DESIGNATION -  T 405
 BY1779  PID         -  BY1779
 BY1779  STATE/COUNTY-  TX/HOUSTON
 BY1779  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1779
 BY1779                         *CURRENT SURVEY CONTROL
 BY1779  ___________________________________________________________________
 BY1779* NAD 83(1986)-  31 25 41.     (N)    095 37 39.     (W)     SCALED    
 BY1779* NAVD 88     -        98.96   (+/-2cm)     324.7    (feet)  VERTCON   
 BY1779  ___________________________________________________________________
 BY1779  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1779
 BY1779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1779
 BY1779.The horizontal coordinates were scaled from a topographic map and have
 BY1779.an estimated accuracy of +/- 6 seconds.
 BY1779
 BY1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1779.The vertical order pertains to the NGVD 29 superseded value.
 BY1779
 BY1779.The geoid height was determined by GEOID03.
 BY1779
 BY1779;                    North         East    Units  Estimated Accuracy
 BY1779;SPC TX C     - 3,204,720.    1,147,230.      MT  (+/- 180 meters Scaled)
 BY1779
 BY1779                          SUPERSEDED SURVEY CONTROL
 BY1779
 BY1779  NGVD 29 (??/??/92)   98.944  (m)          324.62   (f) ADJ UNCH    2 0
 BY1779
 BY1779.Superseded values are not recommended for survey control.
 BY1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1779.See file dsdata.txt to determine how the superseded data were derived.
 BY1779
 BY1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ502800(NAD 83)
 BY1779_MARKER: DB = BENCH MARK DISK
 BY1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1779_STAMPING: T 405 1947
 BY1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1779+STABILITY: SURFACE MOTION
 BY1779
 BY1779  HISTORY     - Date     Condition        Report By
 BY1779  HISTORY     - 1947     MONUMENTED       CGS
 BY1779
 BY1779                          STATION DESCRIPTION
 BY1779
 BY1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1779'11.0 MI SW FROM GRAPELAND.
 BY1779'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1779'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY
 BY1779'11.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK IS ABOUT 0.1 MILE
 BY1779'SOUTHWEST OF A WOODEN BRIDGE, 43.0 FEET SOUTHWEST OF THE CENTER LINE
 BY1779'OF A ROAD LEADING EAST, 32.5 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT
 BY1779'HIGHER THAN THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 31.4 FEET
 BY1779'WEST OF A FENCE CORNER, 15.0 FEET SOUTH OF A FOURTEEN INCH HICKORY
 BY1779'TREE AND 1.0 FOOT SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 BY1779'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1779'1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1233 ***********************************************************************
 BY1233  DESIGNATION -  T 406
 BY1233  PID         -  BY1233
 BY1233  STATE/COUNTY-  TX/HOUSTON
 BY1233  USGS QUAD   -  PERCILLA (1982)
 BY1233
 BY1233                         *CURRENT SURVEY CONTROL
 BY1233  ___________________________________________________________________
 BY1233* NAD 83(1986)-  31 30 13.     (N)    095 29 30.     (W)     SCALED    
 BY1233* NAVD 88     -       147.31   (+/-2cm)     483.3    (feet)  VERTCON   
 BY1233  ___________________________________________________________________
 BY1233  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1233
 BY1233  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1233
 BY1233.The horizontal coordinates were scaled from a topographic map and have
 BY1233.an estimated accuracy of +/- 6 seconds.
 BY1233
 BY1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1233.The vertical order pertains to the NGVD 29 superseded value.
 BY1233
 BY1233.The geoid height was determined by GEOID03.
 BY1233
 BY1233;                    North         East    Units  Estimated Accuracy
 BY1233;SPC TX C     - 3,213,650.    1,159,770.      MT  (+/- 180 meters Scaled)
 BY1233
 BY1233                          SUPERSEDED SURVEY CONTROL
 BY1233
 BY1233  NGVD 29 (??/??/92)  147.312  (m)          483.31   (f) ADJ UNCH    1 2
 BY1233
 BY1233.Superseded values are not recommended for survey control.
 BY1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1233.See file dsdata.txt to determine how the superseded data were derived.
 BY1233
 BY1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ633881(NAD 83)
 BY1233_MARKER: DB = BENCH MARK DISK
 BY1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1233_STAMPING: T 406 1947
 BY1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1233+STABILITY: SURFACE MOTION
 BY1233
 BY1233  HISTORY     - Date     Condition        Report By
 BY1233  HISTORY     - 1947     MONUMENTED       CGS
 BY1233  HISTORY     - 1960     GOOD             NGS
 BY1233  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1233  HISTORY     - 20030101 GOOD             INDIV
 BY1233
 BY1233                          STATION DESCRIPTION
 BY1233
 BY1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1233'1.5 MI NW FROM GREPALAND.
 BY1233'ABOUT 0.25 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1233'STATION AT GRAPELAND TO A STONE RECREATION HALL, THENCE 0.15 MILE
 BY1233'SOUTHWEST ALONG A PAVED STREET, THENCE 1.1 MILES NORTHWEST ALONG FARM
 BY1233'ROAD 1272, 49 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 329 FEET
 BY1233'NORTHWEST OF THE CENTER OF A JUNCTION WITH A DIRT ROAD LEADING NORTH,
 BY1233'132 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 104 FEET NORTH OF
 BY1233'AND ACROSS THE FARM ROAD FROM A DOUBLE BRACED POWER POLE, 14 1/2 FEET
 BY1233'WEST OF A TELEPHONE POLE, 1.2 FEET NORTH OF A METAL WITNESS POST,
 BY1233'ABOUT LEVEL WITH THE FARM ROAD, AND IN THE TOP OF A CONCRETE POST THAT
 BY1233'IS FLUSH WITH THE GROUND.
 BY1233
 BY1233                          STATION RECOVERY (1980)
 BY1233
 BY1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1233'MARK NOT FOUND.
 BY1233
 BY1233                          STATION RECOVERY (2003)
 BY1233
 BY1233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JVR)
 BY1233'FOUND BURIED DEEP IN THE SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1810 ***********************************************************************
 BY1810  DESIGNATION -  T 407
 BY1810  PID         -  BY1810
 BY1810  STATE/COUNTY-  TX/HOUSTON
 BY1810  USGS QUAD   -  HAYS SPRING (1964)
 BY1810
 BY1810                         *CURRENT SURVEY CONTROL
 BY1810  ___________________________________________________________________
 BY1810* NAD 83(1986)-  31 23 55.     (N)    095 36 31.     (W)     SCALED    
 BY1810* NAVD 88     -        97.42   (+/-2cm)     319.6    (feet)  VERTCON   
 BY1810  ___________________________________________________________________
 BY1810  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY1810
 BY1810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1810
 BY1810.The horizontal coordinates were scaled from a topographic map and have
 BY1810.an estimated accuracy of +/- 6 seconds.
 BY1810
 BY1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1810.The vertical order pertains to the NGVD 29 superseded value.
 BY1810
 BY1810.The geoid height was determined by GEOID03.
 BY1810
 BY1810;                    North         East    Units  Estimated Accuracy
 BY1810;SPC TX C     - 3,201,540.    1,149,170.      MT  (+/- 180 meters Scaled)
 BY1810
 BY1810                          SUPERSEDED SURVEY CONTROL
 BY1810
 BY1810  NGVD 29 (??/??/92)   97.412  (m)          319.59   (f) ADJ UNCH    2 0
 BY1810
 BY1810.Superseded values are not recommended for survey control.
 BY1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1810.See file dsdata.txt to determine how the superseded data were derived.
 BY1810
 BY1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ519767(NAD 83)
 BY1810_MARKER: DB = BENCH MARK DISK
 BY1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1810_STAMPING: T 407 1947
 BY1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1810+STABILITY: SURFACE MOTION
 BY1810
 BY1810  HISTORY     - Date     Condition        Report By
 BY1810  HISTORY     - 1947     MONUMENTED       CGS
 BY1810
 BY1810                          STATION DESCRIPTION
 BY1810
 BY1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1810'11.7 MI NW FROM CROCKETT.
 BY1810'0.2 MILE NORTH ALONG U.S. HIGHWAY 287 FROM THE COURTHOUSE AT CROCKETT,
 BY1810'THENCE 0.5 MILE WEST ALONG PEASE STREET, THENCE 11.0 MILES NORTHWEST
 BY1810'ALONG A GRADED DIRT ROAD TO THE SITE OF THE MARK, AT THE TOP OF A
 BY1810'SMALL HILL, 31 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BY1810'THE ROAD, 19 FEET NORTHEAST OF A 12 INCH OAK TREE, 1 FOOT SOUTH OF A
 BY1810'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 BY1810'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0261 ***********************************************************************
 BZ0261  DESIGNATION -  T 408
 BZ0261  PID         -  BZ0261
 BZ0261  STATE/COUNTY-  TX/NAVARRO
 BZ0261  USGS QUAD   -  WINKLER (1982)
 BZ0261
 BZ0261                         *CURRENT SURVEY CONTROL
 BZ0261  ___________________________________________________________________
 BZ0261* NAD 83(1986)-  31 58 06.     (N)    096 14 27.     (W)     SCALED    
 BZ0261* NAVD 88     -        83.872  (meters)     275.17   (feet)  ADJUSTED  
 BZ0261  ___________________________________________________________________
 BZ0261  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 BZ0261  DYNAMIC HT  -          83.774 (meters)     274.85  (feet)  COMP
 BZ0261  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 BZ0261
 BZ0261  VERT ORDER  -  SECOND    CLASS 0
 BZ0261
 BZ0261.The horizontal coordinates were scaled from a topographic map and have
 BZ0261.an estimated accuracy of +/- 6 seconds.
 BZ0261
 BZ0261.The orthometric height was determined by differential leveling
 BZ0261.and adjusted by the National Geodetic Survey in June 1991..
 BZ0261
 BZ0261.The geoid height was determined by GEOID03.
 BZ0261
 BZ0261.The dynamic height is computed by dividing the NAVD 88
 BZ0261.geopotential number by the normal gravity value computed on the
 BZ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0261.degrees latitude (g = 980.6199 gals.).
 BZ0261
 BZ0261.The modeled gravity was interpolated from observed gravity values.
 BZ0261
 BZ0261;                    North         East    Units  Estimated Accuracy
 BZ0261;SPC TXNC     - 2,035,750.      813,540.      MT  (+/- 180 meters Scaled)
 BZ0261
 BZ0261                          SUPERSEDED SURVEY CONTROL
 BZ0261
 BZ0261  NGVD 29 (??/??/92)   83.869  (m)          275.16   (f) ADJ UNCH    2 0
 BZ0261
 BZ0261.Superseded values are not recommended for survey control.
 BZ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0261.See file dsdata.txt to determine how the superseded data were derived.
 BZ0261
 BZ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA607402(NAD 83)
 BZ0261_MARKER: DB = BENCH MARK DISK
 BZ0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0261_SP_SET: CULVERT
 BZ0261_STAMPING: T 408 1947
 BZ0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0261
 BZ0261  HISTORY     - Date     Condition        Report By
 BZ0261  HISTORY     - 1947     MONUMENTED       CGS
 BZ0261
 BZ0261                          STATION DESCRIPTION
 BZ0261
 BZ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0261'3.6 MI NW FROM WINKLER.
 BZ0261'0.7 MILE WEST AND 2.9 MILES NORTHWEST ALONG A DIRT ROAD FROM THE POST
 BZ0261'OFFICE AT WINKLER, 0.45 MILE SOUTH OF A STEEL BRIDGE OVER RICHLAND
 BZ0261'CREEK, 11.5 FEET NORTH OF THE CENTER OF THE ROAD, SET IN THE TOP OF
 BZ0261'AND 2.0 FEET NORTH OF THE SOUTH END OF THE WEST HEAD-WALL OF A 4-FOOT
 BZ0261'CONCRETE CULVERT UNDER THE ROAD, ABOUT 1 FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2335 ***********************************************************************
 BY2335  DESIGNATION -  T 409
 BY2335  PID         -  BY2335
 BY2335  STATE/COUNTY-  TX/FREESTONE
 BY2335  USGS QUAD   -  BUTLER (1964)
 BY2335
 BY2335                         *CURRENT SURVEY CONTROL
 BY2335  ___________________________________________________________________
 BY2335* NAD 83(1986)-  31 43 28.     (N)    095 55 56.     (W)     SCALED    
 BY2335* NAVD 88     -       106.212  (meters)     348.46   (feet)  ADJUSTED  
 BY2335  ___________________________________________________________________
 BY2335  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BY2335  DYNAMIC HT  -         106.084 (meters)     348.04  (feet)  COMP
 BY2335  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 BY2335
 BY2335  VERT ORDER  -  SECOND    CLASS 0
 BY2335
 BY2335.The horizontal coordinates were scaled from a topographic map and have
 BY2335.an estimated accuracy of +/- 6 seconds.
 BY2335
 BY2335.The orthometric height was determined by differential leveling
 BY2335.and adjusted by the National Geodetic Survey in June 1991..
 BY2335
 BY2335.The geoid height was determined by GEOID03.
 BY2335
 BY2335.The dynamic height is computed by dividing the NAVD 88
 BY2335.geopotential number by the normal gravity value computed on the
 BY2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2335.degrees latitude (g = 980.6199 gals.).
 BY2335
 BY2335.The modeled gravity was interpolated from observed gravity values.
 BY2335
 BY2335;                    North         East    Units  Estimated Accuracy
 BY2335;SPC TX C     - 3,236,370.    1,116,990.      MT  (+/- 180 meters Scaled)
 BY2335
 BY2335                          SUPERSEDED SURVEY CONTROL
 BY2335
 BY2335  NGVD 29 (??/??/92)  106.196  (m)          348.41   (f) ADJ UNCH    2 0
 BY2335
 BY2335.Superseded values are not recommended for survey control.
 BY2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2335.See file dsdata.txt to determine how the superseded data were derived.
 BY2335
 BY2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR221136(NAD 83)
 BY2335_MARKER: DB = BENCH MARK DISK
 BY2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2335_STAMPING: T 409 1947
 BY2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2335+STABILITY: SURFACE MOTION
 BY2335
 BY2335  HISTORY     - Date     Condition        Report By
 BY2335  HISTORY     - 1947     MONUMENTED       CGS
 BY2335
 BY2335                          STATION DESCRIPTION
 BY2335
 BY2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2335'10.5 MI N FROM BUTLER.
 BY2335'2.8 MILES EAST ALONG U.S. HIGHWAY NO.84 AND 7.7 MILES NORTHWEST ALONG
 BY2335'A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER, 0.55
 BY2335'MILE NORTHWEST OF A CROSS ROAD, ON THE INSIDE OF A SHARP TURN IN THE
 BY2335'ROAD AND 136.0 FEET EAST OF AND ACROSS THE ROAD FROM THE CENTER OF THE
 BY2335'EAST WALL OF THE SAND HILL COUNTRY SCHOOL, 22.0 FEET NORTHEAST OF A 2
 BY2335'FOOT LOCUST TREE WHICH IS BEING USED FOR A FENCE CORNER POST, 19.0
 BY2335'FEET SOUTHEAST OF THE CENTER OF THE ROAD, 5.5 FEET SOUTHEAST OF THE
 BY2335'SOUTHEAST RIGHT-OF-WAY FENCE, 2.5 FEET SOUTHWEST OF A REFERENCE POST,
 BY2335'SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2
 BY2335'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0344 ***********************************************************************
 BZ0344  DESIGNATION -  T 410
 BZ0344  PID         -  BZ0344
 BZ0344  STATE/COUNTY-  TX/FREESTONE
 BZ0344  USGS QUAD   -  YOUNG (1982)
 BZ0344
 BZ0344                         *CURRENT SURVEY CONTROL
 BZ0344  ___________________________________________________________________
 BZ0344* NAD 83(1986)-  31 46 28.     (N)    096 01 59.     (W)     SCALED    
 BZ0344* NAVD 88     -       134.650  (meters)     441.76   (feet)  ADJUSTED  
 BZ0344  ___________________________________________________________________
 BZ0344  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BZ0344  DYNAMIC HT  -         134.489 (meters)     441.24  (feet)  COMP
 BZ0344  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 BZ0344
 BZ0344  VERT ORDER  -  SECOND    CLASS 0
 BZ0344
 BZ0344.The horizontal coordinates were scaled from a topographic map and have
 BZ0344.an estimated accuracy of +/- 6 seconds.
 BZ0344
 BZ0344.The orthometric height was determined by differential leveling
 BZ0344.and adjusted by the National Geodetic Survey in June 1991..
 BZ0344
 BZ0344.The geoid height was determined by GEOID03.
 BZ0344
 BZ0344.The dynamic height is computed by dividing the NAVD 88
 BZ0344.geopotential number by the normal gravity value computed on the
 BZ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0344.degrees latitude (g = 980.6199 gals.).
 BZ0344
 BZ0344.The modeled gravity was interpolated from observed gravity values.
 BZ0344
 BZ0344;                    North         East    Units  Estimated Accuracy
 BZ0344;SPC TX C     - 3,241,540.    1,107,230.      MT  (+/- 180 meters Scaled)
 BZ0344
 BZ0344                          SUPERSEDED SURVEY CONTROL
 BZ0344
 BZ0344  NGVD 29 (??/??/92)  134.637  (m)          441.72   (f) ADJ UNCH    2 0
 BZ0344
 BZ0344.Superseded values are not recommended for survey control.
 BZ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0344.See file dsdata.txt to determine how the superseded data were derived.
 BZ0344
 BZ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA809192(NAD 83)
 BZ0344_MARKER: DB = BENCH MARK DISK
 BZ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0344_STAMPING: T 410 1947
 BZ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0344+STABILITY: SURFACE MOTION
 BZ0344
 BZ0344  HISTORY     - Date     Condition        Report By
 BZ0344  HISTORY     - 1947     MONUMENTED       CGS
 BZ0344
 BZ0344                          STATION DESCRIPTION
 BZ0344
 BZ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0344'7.1 MI NE FROM TURLINGTON.
 BZ0344'TO REACH FROM THE TURLINGTON GROCERY STORE AT TURLINGTON, PROCEED 0.2
 BZ0344'MILE EAST ALONG U.S. HIGHWAY NO 84, THENCE 5.0 MILES NORTHEAST AND 1.9
 BZ0344'MILE NORTH ALONG A DIRT ROAD, BENCH MARK IS AT THE JUNCTION OF A ONE
 BZ0344'TRACK DIRT ROAD LEADING EAST THROUGH A PASTURE, 44.0 WEST OF THE
 BZ0344'CENTER OF A CATTLE GUARD ACROSS THE ROAD LEADING CAST, 32.0 FEET EAST
 BZ0344'OF THE CENTER OF THE NORTH-SOUTH ROAD, 27.0 FEET SOUTH OF A 2-FOOT
 BZ0344'HICKORY TREE, 15.0 FEET EAST OF A 1-FOOT HICKORY TREE WHICH IS BEING
 BZ0344'USED FOR A FENCE CORNER POST, 2.0 FEET EAST OF A REFERENCE POST, 1.0
 BZ0344'FOOT NORTH OF AN EAST-WEST FENCE LINE, SET IN A CONCRETE POST ABOUT 2
 BZ0344'FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0263 ***********************************************************************
 BZ0263  DESIGNATION -  T 411
 BZ0263  PID         -  BZ0263
 BZ0263  STATE/COUNTY-  TX/NAVARRO
 BZ0263  USGS QUAD   -  WINKLER (1982)
 BZ0263
 BZ0263                         *CURRENT SURVEY CONTROL
 BZ0263  ___________________________________________________________________
 BZ0263* NAD 83(1986)-  31 56 24.     (N)    096 13 53.     (W)     SCALED    
 BZ0263* NAVD 88     -       116.633  (meters)     382.65   (feet)  ADJUSTED  
 BZ0263  ___________________________________________________________________
 BZ0263  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 BZ0263  DYNAMIC HT  -         116.496 (meters)     382.20  (feet)  COMP
 BZ0263  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 BZ0263
 BZ0263  VERT ORDER  -  SECOND    CLASS 0
 BZ0263
 BZ0263.The horizontal coordinates were scaled from a topographic map and have
 BZ0263.an estimated accuracy of +/- 6 seconds.
 BZ0263
 BZ0263.The orthometric height was determined by differential leveling
 BZ0263.and adjusted by the National Geodetic Survey in June 1991..
 BZ0263
 BZ0263.The geoid height was determined by GEOID03.
 BZ0263
 BZ0263.The dynamic height is computed by dividing the NAVD 88
 BZ0263.geopotential number by the normal gravity value computed on the
 BZ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0263.degrees latitude (g = 980.6199 gals.).
 BZ0263
 BZ0263.The modeled gravity was interpolated from observed gravity values.
 BZ0263
 BZ0263;                    North         East    Units  Estimated Accuracy
 BZ0263;SPC TXNC     - 2,032,630.      814,500.      MT  (+/- 180 meters Scaled)
 BZ0263
 BZ0263                          SUPERSEDED SURVEY CONTROL
 BZ0263
 BZ0263  NGVD 29 (??/??/92)  116.625  (m)          382.63   (f) ADJ UNCH    2 0
 BZ0263
 BZ0263.Superseded values are not recommended for survey control.
 BZ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0263.See file dsdata.txt to determine how the superseded data were derived.
 BZ0263
 BZ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA617371(NAD 83)
 BZ0263_MARKER: DB = BENCH MARK DISK
 BZ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0263_STAMPING: T 411 1947
 BZ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0263+STABILITY: SURFACE MOTION
 BZ0263
 BZ0263  HISTORY     - Date     Condition        Report By
 BZ0263  HISTORY     - 1947     MONUMENTED       CGS
 BZ0263  HISTORY     - 20020824 POOR             USPSQD
 BZ0263
 BZ0263                          STATION DESCRIPTION
 BZ0263
 BZ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0263'1.5 MI NW FROM WINKLER.
 BZ0263'0.7 MILE WEST AND 0.8 MILE NORTHWEST ALONG A DIRT ROAD FROM THE POST
 BZ0263'OFFICE AT WINKLER, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST,
 BZ0263'33.0 FEET NORTHWEST OF THE INTERSECTION OF THE CENTER-LINES OF THE
 BZ0263'MAIN ROAD AND A ROAD LEADING SOUTHWEST, 31.0 FEET WEST OF THE CENTER
 BZ0263'OF THE MAIN ROAD, 16.0 FEET WEST OF A FENCE CORNER POST, 3.0 FEET EAST
 BZ0263'OF A REFERENCE POST, 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE, SET IN
 BZ0263'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 BZ0263'0.3 FOOT.
 BZ0263
 BZ0263                          STATION RECOVERY (2002)
 BZ0263
 BZ0263'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0263'MONUMENT HAS BEEN KNOCKED OFF CENTER - PERHAPS 2 INCHES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1138 ***********************************************************************
 BL1138  DESIGNATION -  T 412
 BL1138  PID         -  BL1138
 BL1138  STATE/COUNTY-  TX/SAN JACINTO
 BL1138  USGS QUAD   -  OAKHURST (1972)
 BL1138
 BL1138                         *CURRENT SURVEY CONTROL
 BL1138  ___________________________________________________________________
 BL1138* NAD 83(1986)-  30 41 57.     (N)    095 18 49.     (W)     SCALED    
 BL1138* NAVD 88     -       103.85   (+/-2cm)     340.7    (feet)  VERTCON   
 BL1138  ___________________________________________________________________
 BL1138  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1138
 BL1138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1138
 BL1138.The horizontal coordinates were scaled from a topographic map and have
 BL1138.an estimated accuracy of +/- 6 seconds.
 BL1138
 BL1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1138.The vertical order pertains to the NGVD 29 superseded value.
 BL1138
 BL1138.The geoid height was determined by GEOID03.
 BL1138
 BL1138;                    North         East    Units  Estimated Accuracy
 BL1138;SPC TX C     - 3,125,310.    1,180,690.      MT  (+/- 180 meters Scaled)
 BL1138
 BL1138                          SUPERSEDED SURVEY CONTROL
 BL1138
 BL1138  NGVD 29 (??/??/92)  103.854  (m)          340.73   (f) ADJ UNCH    2 0
 BL1138
 BL1138.Superseded values are not recommended for survey control.
 BL1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1138.See file dsdata.txt to determine how the superseded data were derived.
 BL1138
 BL1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP784985(NAD 83)
 BL1138_MARKER: DB = BENCH MARK DISK
 BL1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1138_STAMPING: T 412 1947
 BL1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1138+STABILITY: SURFACE MOTION
 BL1138
 BL1138  HISTORY     - Date     Condition        Report By
 BL1138  HISTORY     - 1947     MONUMENTED       CGS
 BL1138  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL1138
 BL1138                          STATION DESCRIPTION
 BL1138
 BL1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1138'3.9 MI SE FROM OAKHURST.
 BL1138'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL1138'OAKHURST, THENCE 1.0 MILE SOUTHEAST, 207.0 FEET SOUTH OF AND ACROSS
 BL1138'THE ROAD FROM A FARMHOUSE, 52.4 FEET SOUTHWEST OF AND 3.0 FEET HIGHER
 BL1138'THAN THE CENTER LINE OF THE ROAD, 52.2 FEET SOUTH OF THE SOUTH EDGE OF
 BL1138'A WELL CURB, 43.6 FEET NORTHWEST OF AN 18 INCH GUM TREE, 15.1 FEET
 BL1138'SOUTHWEST OF A 12 INCH GUM TREE, 3.0 FEET NORTHEAST OF A FENCE, 1.5
 BL1138'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1138'IS FLUSH WITH THE GROUND.
 BL1138
 BL1138                          STATION RECOVERY (1960)
 BL1138
 BL1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0237 ***********************************************************************
 BZ0237  DESIGNATION -  T 413
 BZ0237  PID         -  BZ0237
 BZ0237  STATE/COUNTY-  TX/NAVARRO
 BZ0237  USGS QUAD   -  STREETMAN (1982)
 BZ0237
 BZ0237                         *CURRENT SURVEY CONTROL
 BZ0237  ___________________________________________________________________
 BZ0237* NAD 83(1986)-  31 54 34.     (N)    096 18 21.     (W)     SCALED    
 BZ0237* NAVD 88     -       124.585  (meters)     408.74   (feet)  ADJUSTED  
 BZ0237  ___________________________________________________________________
 BZ0237  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ0237  DYNAMIC HT  -         124.440 (meters)     408.27  (feet)  COMP
 BZ0237  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 BZ0237
 BZ0237  VERT ORDER  -  SECOND    CLASS 0
 BZ0237
 BZ0237.The horizontal coordinates were scaled from a topographic map and have
 BZ0237.an estimated accuracy of +/- 6 seconds.
 BZ0237
 BZ0237.The orthometric height was determined by differential leveling
 BZ0237.and adjusted by the National Geodetic Survey in June 1991..
 BZ0237
 BZ0237.The geoid height was determined by GEOID03.
 BZ0237
 BZ0237.The dynamic height is computed by dividing the NAVD 88
 BZ0237.geopotential number by the normal gravity value computed on the
 BZ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0237.degrees latitude (g = 980.6199 gals.).
 BZ0237
 BZ0237.The modeled gravity was interpolated from observed gravity values.
 BZ0237
 BZ0237;                    North         East    Units  Estimated Accuracy
 BZ0237;SPC TXNC     - 2,029,090.      807,540.      MT  (+/- 180 meters Scaled)
 BZ0237
 BZ0237                          SUPERSEDED SURVEY CONTROL
 BZ0237
 BZ0237  NGVD 29 (??/??/92)  124.573  (m)          408.70   (f) ADJ UNCH    2 0
 BZ0237
 BZ0237.Superseded values are not recommended for survey control.
 BZ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0237.See file dsdata.txt to determine how the superseded data were derived.
 BZ0237
 BZ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA547335(NAD 83)
 BZ0237_MARKER: DB = BENCH MARK DISK
 BZ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0237_STAMPING: T 413 1947
 BZ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0237+STABILITY: SURFACE MOTION
 BZ0237
 BZ0237  HISTORY     - Date     Condition        Report By
 BZ0237  HISTORY     - 1947     MONUMENTED       CGS
 BZ0237
 BZ0237                          STATION DESCRIPTION
 BZ0237
 BZ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0237'3.5 MI NE FROM STREETMAN.
 BZ0237'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD OVERPASS OVER U.S.
 BZ0237'HIGHWAY NO.75 AT STREETMAN, PROCEED 0.4 MILE EAST ALONG U.S. HIGHWAY
 BZ0237'NO.75, THENCE 1.3 MILE NORTH, 1.6 MILE NORTHEAST AND 0.2 MILE
 BZ0237'NORTHWEST ALONG DIRT ROADS.  BENCH MARK IS AT THE MAIN ENTRANCE TO THE
 BZ0237'BIRDSTON CEMETERY, 131.0 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD
 BZ0237'LEADING NORTHEAST, 36.0 FEET NORTHEAST OF THE CENTER OF A
 BZ0237'NORTHWEST-SOUTHEAST DIRT ROAD, 16.0 FEET SOUTHEAST OF THE CENTER OF
 BZ0237'THE MAIN ENTRANCE TO THE CEMETERY, 8.3 FEET SOUTHEAST OF THE SOUTHEAST
 BZ0237'EDGE OF A 2-FOOT SQUARE BRICK GATE POST, 2.0 FEET NORTHWEST OF A
 BZ0237'REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND
 BZ0237'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1685 ***********************************************************************
 BY1685  DESIGNATION -  T 416
 BY1685  PID         -  BY1685
 BY1685  STATE/COUNTY-  TX/LEON
 BY1685  USGS QUAD   -  FLO (1964)
 BY1685
 BY1685                         *CURRENT SURVEY CONTROL
 BY1685  ___________________________________________________________________
 BY1685* NAD 83(1986)-  31 22 35.     (N)    095 55 55.     (W)     SCALED    
 BY1685* NAVD 88     -       139.24   (+/-2cm)     456.8    (feet)  VERTCON   
 BY1685  ___________________________________________________________________
 BY1685  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1685
 BY1685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1685
 BY1685.The horizontal coordinates were scaled from a topographic map and have
 BY1685.an estimated accuracy of +/- 6 seconds.
 BY1685
 BY1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1685.The vertical order pertains to the NGVD 29 superseded value.
 BY1685
 BY1685.The geoid height was determined by GEOID03.
 BY1685
 BY1685;                    North         East    Units  Estimated Accuracy
 BY1685;SPC TX C     - 3,197,810.    1,118,540.      MT  (+/- 180 meters Scaled)
 BY1685
 BY1685                          SUPERSEDED SURVEY CONTROL
 BY1685
 BY1685  NGVD 29 (??/??/92)  139.213  (m)          456.73   (f) ADJ UNCH    2 0
 BY1685
 BY1685.Superseded values are not recommended for survey control.
 BY1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1685.See file dsdata.txt to determine how the superseded data were derived.
 BY1685
 BY1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ211750(NAD 83)
 BY1685_MARKER: DB = BENCH MARK DISK
 BY1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1685_STAMPING: T 416 1947
 BY1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1685+STABILITY: SURFACE MOTION
 BY1685
 BY1685  HISTORY     - Date     Condition        Report By
 BY1685  HISTORY     - 1947     MONUMENTED       CGS
 BY1685
 BY1685                          STATION DESCRIPTION
 BY1685
 BY1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1685'1.9 MI NE FROM MIDWAY.
 BY1685'0.9 MILE EAST ALONG A GRADED DIRT ROAD FROM THE MIDWAY SCHOOL AT
 BY1685'MIDWAY, THENCE 1.0 MILE NORTHEAST ALONG A DIRT ROAD TO THE SITE OF THE
 BY1685'MARK, ABOUT 4.5 MILES SOUTHWEST OF FLO, 40 FEET NORTHEAST OF A 36 INCH
 BY1685'OAK TREE, 31 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY1685'ROAD, 13 FEET WEST OF A 12 INCH OAK TREE, 13 FEET WEST OF A FENCE
 BY1685'CORNER, 1 FOOT SOUTH OF A FENCE, 1 FOOT EAST OF A 4X4 MARKER POST. A
 BY1685'BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 BY1685'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1694 ***********************************************************************
 BY1694  DESIGNATION -  T 418
 BY1694  PID         -  BY1694
 BY1694  STATE/COUNTY-  TX/LEON
 BY1694  USGS QUAD   -  CENTERVILLE (1964)
 BY1694
 BY1694                         *CURRENT SURVEY CONTROL
 BY1694  ___________________________________________________________________
 BY1694* NAD 83(1986)-  31 20 24.     (N)    095 59 42.     (W)     SCALED    
 BY1694* NAVD 88     -       112.19   (+/-2cm)     368.1    (feet)  VERTCON   
 BY1694  ___________________________________________________________________
 BY1694  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BY1694
 BY1694  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1694
 BY1694.The horizontal coordinates were scaled from a topographic map and have
 BY1694.an estimated accuracy of +/- 6 seconds.
 BY1694
 BY1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1694.The vertical order pertains to the NGVD 29 superseded value.
 BY1694
 BY1694.The geoid height was determined by GEOID03.
 BY1694
 BY1694;                    North         East    Units  Estimated Accuracy
 BY1694;SPC TX C     - 3,193,550.    1,112,710.      MT  (+/- 180 meters Scaled)
 BY1694
 BY1694                          SUPERSEDED SURVEY CONTROL
 BY1694
 BY1694  NGVD 29 (??/??/92)  112.157  (m)          367.97   (f) ADJ UNCH    2 0
 BY1694
 BY1694.Superseded values are not recommended for survey control.
 BY1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1694.See file dsdata.txt to determine how the superseded data were derived.
 BY1694
 BY1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ150711(NAD 83)
 BY1694_MARKER: DB = BENCH MARK DISK
 BY1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1694_STAMPING: T 418 1947
 BY1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1694+STABILITY: SURFACE MOTION
 BY1694
 BY1694  HISTORY     - Date     Condition        Report By
 BY1694  HISTORY     - 1947     MONUMENTED       CGS
 BY1694
 BY1694                          STATION DESCRIPTION
 BY1694
 BY1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1694'6.1 MI N FROM CENTERVILLE.
 BY1694'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE
 BY1694'AT CENTERVILLE, 104.5 FEET NORTHWEST OF THE NORTH END OF THE WEST
 BY1694'CONCRETE HEADWALL OF A CULVERT, 49.0 FEET WEST OF AND ABOUT 1.0 FOOT
 BY1694'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 17.8 FEET SOUTHEAST OF A
 BY1694'SMALL OAK TREE, 3.0 FEET EAST OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4
 BY1694'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1694'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1750 ***********************************************************************
 BY1750  DESIGNATION -  T 419 RESET 1952
 BY1750  PID         -  BY1750
 BY1750  STATE/COUNTY-  TX/LEON
 BY1750  USGS QUAD   -  EUNICE (1964)
 BY1750
 BY1750                         *CURRENT SURVEY CONTROL
 BY1750  ___________________________________________________________________
 BY1750* NAD 83(1986)-  31 15 10.     (N)    095 48 28.     (W)     SCALED    
 BY1750* NAVD 88     -        85.67   (+/-2cm)     281.1    (feet)  VERTCON   
 BY1750  ___________________________________________________________________
 BY1750  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY1750
 BY1750  VERT ORDER  -  THIRD (See Below)
 BY1750
 BY1750.The horizontal coordinates were scaled from a topographic map and have
 BY1750.an estimated accuracy of +/- 6 seconds.
 BY1750
 BY1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1750.The vertical order pertains to the NGVD 29 superseded value.
 BY1750
 BY1750.The geoid height was determined by GEOID03.
 BY1750
 BY1750;                    North         East    Units  Estimated Accuracy
 BY1750;SPC TX C     - 3,184,600.    1,130,900.      MT  (+/- 180 meters Scaled)
 BY1750
 BY1750                          SUPERSEDED SURVEY CONTROL
 BY1750
 BY1750  NGVD 29 (??/??/??)   85.66   (m)          281.0    (f) RESET       3  
 BY1750
 BY1750.Superseded values are not recommended for survey control.
 BY1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1750.See file dsdata.txt to determine how the superseded data were derived.
 BY1750
 BY1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ326610(NAD 83)
 BY1750_MARKER: DB = BENCH MARK DISK
 BY1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1750_STAMPING: T 419 RESET 1952
 BY1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1750+STABILITY: SURFACE MOTION
 BY1750
 BY1750  HISTORY     - Date     Condition        Report By
 BY1750  HISTORY     - 1952     MONUMENTED       CGS
 BY1750
 BY1750                          STATION DESCRIPTION
 BY1750
 BY1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1750'12 MI SE FROM CENTERVILLE.
 BY1750'AT THE SITE OF OLD CENTERVILLE WHICH NO LONGER EXISTS, A STANDARD DISK
 BY1750'STAMPED T 419 RESET 1952, SET IN A CONCRETE MONUMENT FLUSH WITH THE
 BY1750'GROUND, 20 YARDS EAST OF THE CENTERLINE OF F.M. ROAD 811, 3 YARDS
 BY1750'NORTH OF A 30 INCH OAK TREE, 17 YARDS NORTHWEST OF THE CONCRETE STEPS
 BY1750'TO A SMALL WHITE HOUSE AND ABOUT 75 YARDS NORTH OF A Y ROAD JUNCTION.
 BY1750'TO REACH FROM CENTERVILLE.  GO EAST ON HIGHWAY NO. 7, 06.6 MILES. THEN
 BY1750'TURN RIGHT AND GO SOUTH ON F.M.811, 05.5 MILES TO THE MARK ON THE LEFT
 BY1750'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1889 ***********************************************************************
 BY1889  DESIGNATION -  T 420
 BY1889  PID         -  BY1889
 BY1889  STATE/COUNTY-  TX/LEON
 BY1889  USGS QUAD   -  LEONA (1964)
 BY1889
 BY1889                         *CURRENT SURVEY CONTROL
 BY1889  ___________________________________________________________________
 BY1889* NAD 83(1986)-  31 09 13.     (N)    095 56 20.     (W)     SCALED    
 BY1889* NAVD 88     -       102.11   (+/-2cm)     335.0    (feet)  VERTCON   
 BY1889  ___________________________________________________________________
 BY1889  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY1889
 BY1889  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1889
 BY1889.The horizontal coordinates were scaled from a topographic map and have
 BY1889.an estimated accuracy of +/- 6 seconds.
 BY1889
 BY1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1889.The vertical order pertains to the NGVD 29 superseded value.
 BY1889
 BY1889.The geoid height was determined by GEOID03.
 BY1889
 BY1889;                    North         East    Units  Estimated Accuracy
 BY1889;SPC TX C     - 3,173,110.    1,118,860.      MT  (+/- 180 meters Scaled)
 BY1889
 BY1889                          SUPERSEDED SURVEY CONTROL
 BY1889
 BY1889  NGVD 29 (??/??/92)  102.098  (m)          334.97   (f) ADJ UNCH    2 0
 BY1889
 BY1889.Superseded values are not recommended for survey control.
 BY1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1889.See file dsdata.txt to determine how the superseded data were derived.
 BY1889
 BY1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ198503(NAD 83)
 BY1889_MARKER: DB = BENCH MARK DISK
 BY1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1889_STAMPING: T 420 1947
 BY1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1889+STABILITY: SURFACE MOTION
 BY1889
 BY1889  HISTORY     - Date     Condition        Report By
 BY1889  HISTORY     - 1947     MONUMENTED       CGS
 BY1889
 BY1889                          STATION DESCRIPTION
 BY1889
 BY1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1889'2.0 MI E FROM LEONA.
 BY1889'TO REACH FROM THE POST OFFICE AT LEONA GO EAST 2.0 MILES ALONG A
 BY1889'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 115.0 FEET NORTH OF
 BY1889'AND ACROSS THE ROAD FROM THE EAST END OF A BOARD GATE, 109.5 FEET WEST
 BY1889'OF A THIRTY INCH OAK TREE, 82.3 FEET SOUTH OF A THIRTY INCH OAK TREE,
 BY1889'51.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD
 BY1889'AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY1889'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 BY1889'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0693 ***********************************************************************
 CS0693  DESIGNATION -  T 422
 CS0693  PID         -  CS0693
 CS0693  STATE/COUNTY-  TX/NAVARRO
 CS0693  USGS QUAD   -  GOODLOW PARK (1978)
 CS0693
 CS0693                         *CURRENT SURVEY CONTROL
 CS0693  ___________________________________________________________________
 CS0693* NAD 83(1986)-  32 06 42.     (N)    096 10 16.     (W)     SCALED    
 CS0693* NAVD 88     -        92.940  (meters)     304.92   (feet)  ADJUSTED  
 CS0693  ___________________________________________________________________
 CS0693  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0693  DYNAMIC HT  -          92.832 (meters)     304.57  (feet)  COMP
 CS0693  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 CS0693
 CS0693  VERT ORDER  -  SECOND    CLASS 0
 CS0693
 CS0693.The horizontal coordinates were scaled from a topographic map and have
 CS0693.an estimated accuracy of +/- 6 seconds.
 CS0693
 CS0693.The orthometric height was determined by differential leveling
 CS0693.and adjusted by the National Geodetic Survey in June 1991..
 CS0693
 CS0693.The geoid height was determined by GEOID03.
 CS0693
 CS0693.The dynamic height is computed by dividing the NAVD 88
 CS0693.geopotential number by the normal gravity value computed on the
 CS0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0693.degrees latitude (g = 980.6199 gals.).
 CS0693
 CS0693.The modeled gravity was interpolated from observed gravity values.
 CS0693
 CS0693;                    North         East    Units  Estimated Accuracy
 CS0693;SPC TXNC     - 2,051,780.      819,780.      MT  (+/- 180 meters Scaled)
 CS0693
 CS0693                          SUPERSEDED SURVEY CONTROL
 CS0693
 CS0693  NGVD 29 (??/??/92)   92.944  (m)          304.93   (f) ADJ UNCH    2 0
 CS0693
 CS0693.Superseded values are not recommended for survey control.
 CS0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0693.See file dsdata.txt to determine how the superseded data were derived.
 CS0693
 CS0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA669563(NAD 83)
 CS0693_MARKER: DB = BENCH MARK DISK
 CS0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0693_STAMPING: T 422 1947
 CS0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0693+STABILITY: SURFACE MOTION
 CS0693
 CS0693  HISTORY     - Date     Condition        Report By
 CS0693  HISTORY     - 1947     MONUMENTED       CGS
 CS0693
 CS0693                          STATION DESCRIPTION
 CS0693
 CS0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0693'5.0 MI SE FROM KERENS.
 CS0693'TO REACH FROM THE RAILWAY STATION AT KERENS, GO 1 BLOCK NORTH TO TEXAS
 CS0693'STATE HIGHWAY 31, THENCE 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 31,
 CS0693'THENCE 1.3 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.8 OF A MILE
 CS0693'EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTHEAST ALONG A GRADED
 CS0693'DIRT ROAD, THENCE 0.4 OF A MILE SOUTH ALONG A GRADED DIRT ROAD TO THE
 CS0693'SITE OF THE BENCH MARK.  THE BENCH MARK IS AT A ROAD JUNCTION, 38 FEET
 CS0693'SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING TO THE SOUTHWEST, 32
 CS0693'FEET SOUTHWEST OF AND 1 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD
 CS0693'LEADING TO THE SOUTHEAST, 28 FEET WEST OF THE WEST END OF A WOODEN
 CS0693'CULVERT, 16 FEET NORTHWEST OF A FENCE CORNER, 13 FEET SOUTHEAST OF A
 CS0693'FENCE CORNER, 3 FEET SOUTH OF A FENCE, AND 2 FEET WEST OF A 4X4 MARKER
 CS0693'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND SET FLUSH
 CS0693'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0273 ***********************************************************************
 GL0273  DESIGNATION -  T 423
 GL0273  PID         -  GL0273
 GL0273  STATE/COUNTY-  TX/DALLAM
 GL0273  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0273
 GL0273                         *CURRENT SURVEY CONTROL
 GL0273  ___________________________________________________________________
 GL0273* NAD 83(1986)-  36 21 26.     (N)    103 00 05.     (W)     SCALED    
 GL0273* NAVD 88     -      1408.006  (meters)    4619.43   (feet)  ADJUSTED  
 GL0273  ___________________________________________________________________
 GL0273  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 GL0273  DYNAMIC HT  -        1406.358 (meters)    4614.03  (feet)  COMP
 GL0273  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 GL0273
 GL0273  VERT ORDER  -  FIRST     CLASS II
 GL0273
 GL0273.The horizontal coordinates were scaled from a topographic map and have
 GL0273.an estimated accuracy of +/- 6 seconds.
 GL0273
 GL0273.The orthometric height was determined by differential leveling
 GL0273.and adjusted by the National Geodetic Survey in June 1991..
 GL0273
 GL0273.The geoid height was determined by GEOID03.
 GL0273
 GL0273.The dynamic height is computed by dividing the NAVD 88
 GL0273.geopotential number by the normal gravity value computed on the
 GL0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0273.degrees latitude (g = 980.6199 gals.).
 GL0273
 GL0273.The modeled gravity was interpolated from observed gravity values.
 GL0273
 GL0273;                    North         East    Units  Estimated Accuracy
 GL0273;SPC TX N     - 1,262,540.       65,240.      MT  (+/- 180 meters Scaled)
 GL0273
 GL0273                          SUPERSEDED SURVEY CONTROL
 GL0273
 GL0273  NGVD 29 (??/??/92) 1407.34   (m)         4617.2    (f) COMPUTED    1 2
 GL0273
 GL0273.Superseded values are not recommended for survey control.
 GL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0273.See file dsdata.txt to determine how the superseded data were derived.
 GL0273
 GL0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA793254(NAD 83)
 GL0273_MARKER: DB = BENCH MARK DISK
 GL0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0273_STAMPING: T 423 1955
 GL0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0273+STABILITY: SURFACE MOTION
 GL0273
 GL0273  HISTORY     - Date     Condition        Report By
 GL0273  HISTORY     - 1955     MONUMENTED       CGS
 GL0273  HISTORY     - 1956     GOOD             NGS
 GL0273
 GL0273                          STATION DESCRIPTION
 GL0273
 GL0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0273'1.9 MI SE FROM TEXLINE.
 GL0273'1.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0273'THE STATION AT TEXLINE, 2 POLES NORTHWEST OF MILEPOST 451, 42.7 FEET
 GL0273'NORTHEAST OF THE NORTHEAST RAIL, 94 FEET SOUTHWEST OF THE CENTER LINE
 GL0273'OF U.S. HIGHWAY 87, 6 FEET SOUTHWEST OF A TELEPHONE POLE, 2.3 FEET
 GL0273'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0273'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL0273
 GL0273                          STATION RECOVERY (1956)
 GL0273
 GL0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GL0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0213 ***********************************************************************
 FL0213  DESIGNATION -  T 426
 FL0213  PID         -  FL0213
 FL0213  STATE/COUNTY-  TX/COLLINGSWORTH
 FL0213  USGS QUAD   -  LUTIE (1964)
 FL0213
 FL0213                         *CURRENT SURVEY CONTROL
 FL0213  ___________________________________________________________________
 FL0213* NAD 83(1986)-  35 01 26.     (N)    100 13 22.     (W)     SCALED    
 FL0213* NAVD 88     -       680.872  (meters)    2233.83   (feet)  ADJUSTED  
 FL0213  ___________________________________________________________________
 FL0213  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 FL0213  DYNAMIC HT  -         680.142 (meters)    2231.43  (feet)  COMP
 FL0213  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 FL0213
 FL0213  VERT ORDER  -  SECOND    CLASS 0
 FL0213
 FL0213.The horizontal coordinates were scaled from a topographic map and have
 FL0213.an estimated accuracy of +/- 6 seconds.
 FL0213
 FL0213.The orthometric height was determined by differential leveling
 FL0213.and adjusted by the National Geodetic Survey in June 1991..
 FL0213
 FL0213.The geoid height was determined by GEOID03.
 FL0213
 FL0213.The dynamic height is computed by dividing the NAVD 88
 FL0213.geopotential number by the normal gravity value computed on the
 FL0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0213.degrees latitude (g = 980.6199 gals.).
 FL0213
 FL0213.The modeled gravity was interpolated from observed gravity values.
 FL0213
 FL0213;                    North         East    Units  Estimated Accuracy
 FL0213;SPC TX N     - 1,114,340.      316,550.      MT  (+/- 180 meters Scaled)
 FL0213
 FL0213                          SUPERSEDED SURVEY CONTROL
 FL0213
 FL0213  NGVD 29 (??/??/92)  680.577  (m)         2232.86   (f) ADJ UNCH    2 0
 FL0213
 FL0213.Superseded values are not recommended for survey control.
 FL0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0213.See file dsdata.txt to determine how the superseded data were derived.
 FL0213
 FL0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD884763(NAD 83)
 FL0213_MARKER: DB = BENCH MARK DISK
 FL0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0213_SP_SET: CULVERT
 FL0213_STAMPING: T-426 1934
 FL0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0213
 FL0213  HISTORY     - Date     Condition        Report By
 FL0213  HISTORY     - 1934     MONUMENTED       CGS
 FL0213
 FL0213                          STATION DESCRIPTION
 FL0213
 FL0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0213'IN LUTIE.
 FL0213'100 YDS. N. OF JUNCTION OF NO. 83 AND ROAD EAST TO ABERDEEN, 100 YDS.
 FL0213'N. OF MARATHON FILLING STATION, 15 FT. W. CENTER LINE OF HWY., AND SET
 FL0213'IN 4 X 4 CONC. CULVERT IN THE CENTER OF W. ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0890 ***********************************************************************
 FL0890  DESIGNATION -  T 427
 FL0890  PID         -  FL0890
 FL0890  STATE/COUNTY-  TX/ARMSTRONG
 FL0890  USGS QUAD   -  CLAUDE NE (1983)
 FL0890
 FL0890                         *CURRENT SURVEY CONTROL
 FL0890  ___________________________________________________________________
 FL0890* NAD 83(1986)-  35 09 12.     (N)    101 21 43.     (W)     SCALED    
 FL0890* NAVD 88     -      1040.793  (meters)    3414.67   (feet)  ADJUSTED  
 FL0890  ___________________________________________________________________
 FL0890  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL0890  DYNAMIC HT  -        1039.564 (meters)    3410.64  (feet)  COMP
 FL0890  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 FL0890
 FL0890  VERT ORDER  -  SECOND    CLASS 0
 FL0890
 FL0890.The horizontal coordinates were scaled from a topographic map and have
 FL0890.an estimated accuracy of +/- 6 seconds.
 FL0890
 FL0890.The orthometric height was determined by differential leveling
 FL0890.and adjusted by the National Geodetic Survey in June 1991..
 FL0890
 FL0890.The geoid height was determined by GEOID03.
 FL0890
 FL0890.The dynamic height is computed by dividing the NAVD 88
 FL0890.geopotential number by the normal gravity value computed on the
 FL0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0890.degrees latitude (g = 980.6199 gals.).
 FL0890
 FL0890.The modeled gravity was interpolated from observed gravity values.
 FL0890
 FL0890;                    North         East    Units  Estimated Accuracy
 FL0890;SPC TX N     - 1,127,960.      212,580.      MT  (+/- 180 meters Scaled)
 FL0890
 FL0890                          SUPERSEDED SURVEY CONTROL
 FL0890
 FL0890  NGVD 29 (??/??/92) 1040.299  (m)         3413.05   (f) ADJ UNCH    2 0
 FL0890
 FL0890.Superseded values are not recommended for survey control.
 FL0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0890.See file dsdata.txt to determine how the superseded data were derived.
 FL0890
 FL0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD848926(NAD 83)
 FL0890_MARKER: DB = BENCH MARK DISK
 FL0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0890_STAMPING: T-427 1934
 FL0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0890+STABILITY: SURFACE MOTION
 FL0890
 FL0890  HISTORY     - Date     Condition        Report By
 FL0890  HISTORY     - 1934     MONUMENTED       CGS
 FL0890  HISTORY     - 1984     GOOD             NGS
 FL0890
 FL0890                          STATION DESCRIPTION
 FL0890
 FL0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0890'3.1 MI N FROM CLAUDE.
 FL0890'3.1 MI. N. ALONG STATE NO. 117 (4.4 S. OF CONWAY ALONG STATE NO. 117)
 FL0890'ABOUT 0.2 MI. N. OF A LARGE FARM HOUSE, 3 FT. S. OF POWER POLE NO.
 FL0890'261, 49 FT. E. OF THE CENTER LINE OF HWY., AND 1 FT. W. OF THE FENCE
 FL0890'LINE.
 FL0890
 FL0890                          STATION RECOVERY (1984)
 FL0890
 FL0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0214 ***********************************************************************
 EN0214  DESIGNATION -  T 428
 EN0214  PID         -  EN0214
 EN0214  STATE/COUNTY-  TX/DONLEY
 EN0214  USGS QUAD   -  CLARENDON SW (1963)
 EN0214
 EN0214                         *CURRENT SURVEY CONTROL
 EN0214  ___________________________________________________________________
 EN0214* NAD 83(1986)-  34 46 06.     (N)    100 54 16.     (W)     SCALED    
 EN0214* NAVD 88     -       731.455  (meters)    2399.78   (feet)  ADJUSTED  
 EN0214  ___________________________________________________________________
 EN0214  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EN0214  DYNAMIC HT  -         730.606 (meters)    2397.00  (feet)  COMP
 EN0214  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 EN0214
 EN0214  VERT ORDER  -  SECOND    CLASS 0
 EN0214
 EN0214.The horizontal coordinates were scaled from a topographic map and have
 EN0214.an estimated accuracy of +/- 6 seconds.
 EN0214
 EN0214.The orthometric height was determined by differential leveling
 EN0214.and adjusted by the National Geodetic Survey in June 1991..
 EN0214
 EN0214.The geoid height was determined by GEOID03.
 EN0214
 EN0214.The dynamic height is computed by dividing the NAVD 88
 EN0214.geopotential number by the normal gravity value computed on the
 EN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0214.degrees latitude (g = 980.6199 gals.).
 EN0214
 EN0214.The modeled gravity was interpolated from observed gravity values.
 EN0214
 EN0214;                    North         East    Units  Estimated Accuracy
 EN0214;SPC TX N     - 1,085,400.      254,520.      MT  (+/- 180 meters Scaled)
 EN0214
 EN0214                          SUPERSEDED SURVEY CONTROL
 EN0214
 EN0214  NGVD 29 (??/??/92)  731.070  (m)         2398.52   (f) ADJ UNCH    2 0
 EN0214
 EN0214.Superseded values are not recommended for survey control.
 EN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0214.See file dsdata.txt to determine how the superseded data were derived.
 EN0214
 EN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD257490(NAD 83)
 EN0214_MARKER: DB = BENCH MARK DISK
 EN0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0214_STAMPING: T 428 1934
 EN0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0214+STABILITY: SURFACE MOTION
 EN0214
 EN0214  HISTORY     - Date     Condition        Report By
 EN0214  HISTORY     - 1934     MONUMENTED       CGS
 EN0214
 EN0214                          STATION DESCRIPTION
 EN0214
 EN0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0214'3.7 MI N FROM BRICE.
 EN0214'IN DONLEY COUNTY, 3.7 MILES NORTH ALONG THE CLARENDON-QUITAQUE ROAD
 EN0214'FROM BRICE, HALL COUNTY, 250 YARDS NORTH OF A CURVE AROUND A HILL, 48
 EN0214'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND SET IN THE TOP OF A
 EN0214'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0235 ***********************************************************************
 EO0235  DESIGNATION -  T 429
 EO0235  PID         -  EO0235
 EO0235  STATE/COUNTY-  TX/PARMER
 EO0235  USGS QUAD   -  HUB (1965)
 EO0235
 EO0235                         *CURRENT SURVEY CONTROL
 EO0235  ___________________________________________________________________
 EO0235* NAD 83(1986)-  34 31 33.     (N)    102 40 47.     (W)     SCALED    
 EO0235* NAVD 88     -      1225.820  (meters)    4021.71   (feet)  ADJUSTED  
 EO0235  ___________________________________________________________________
 EO0235  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 EO0235  DYNAMIC HT  -        1224.228 (meters)    4016.49  (feet)  COMP
 EO0235  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 EO0235
 EO0235  VERT ORDER  -  SECOND    CLASS 0
 EO0235
 EO0235.The horizontal coordinates were scaled from a topographic map and have
 EO0235.an estimated accuracy of +/- 6 seconds.
 EO0235
 EO0235.The orthometric height was determined by differential leveling
 EO0235.and adjusted by the National Geodetic Survey in June 1991..
 EO0235
 EO0235.The geoid height was determined by GEOID03.
 EO0235
 EO0235.The dynamic height is computed by dividing the NAVD 88
 EO0235.geopotential number by the normal gravity value computed on the
 EO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0235.degrees latitude (g = 980.6199 gals.).
 EO0235
 EO0235.The modeled gravity was interpolated from observed gravity values.
 EO0235
 EO0235;                    North         East    Units  Estimated Accuracy
 EO0235;SPC TX N     - 1,058,980.       91,690.      MT  (+/- 180 meters Scaled)
 EO0235
 EO0235                          SUPERSEDED SURVEY CONTROL
 EO0235
 EO0235  NGVD 29 (??/??/92) 1225.274  (m)         4019.92   (f) ADJ UNCH    2 0
 EO0235
 EO0235.Superseded values are not recommended for survey control.
 EO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0235.See file dsdata.txt to determine how the superseded data were derived.
 EO0235
 EO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU129229(NAD 83)
 EO0235_MARKER: DB = BENCH MARK DISK
 EO0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0235_STAMPING: T 429 1934
 EO0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0235+STABILITY: SURFACE MOTION
 EO0235
 EO0235  HISTORY     - Date     Condition        Report By
 EO0235  HISTORY     - 1934     MONUMENTED       CGS
 EO0235  HISTORY     - 1984     GOOD             NGS
 EO0235
 EO0235                          STATION DESCRIPTION
 EO0235
 EO0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0235'11.7 MI E FROM BOVINA.
 EO0235'11.7 MILES EAST ALONG STATE HIGHWAY 86 FROM BOVINA, 90 FEET NORTH OF A
 EO0235'SMALL CORRAL, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN LINE
 EO0235'WITH A ROW OF POLES, AND 3 FEET WEST OF A POWER-TRANSMISSION-LINE
 EO0235'POLE.  A STANDARD DISK, STAMPED T 429 1934 AND SET IN THE TOP OF A
 EO0235'CONCRETE POST.
 EO0235
 EO0235                          STATION RECOVERY (1984)
 EO0235
 EO0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0390 ***********************************************************************
 EN0390  DESIGNATION -  T 430
 EN0390  PID         -  EN0390
 EN0390  STATE/COUNTY-  TX/SWISHER
 EN0390  USGS QUAD   -  LAKEVIEW (1965)
 EN0390
 EN0390                         *CURRENT SURVEY CONTROL
 EN0390  ___________________________________________________________________
 EN0390* NAD 83(1986)-  34 31 46.     (N)    101 55 09.     (W)     SCALED    
 EN0390* NAVD 88     -      1098.827  (meters)    3605.07   (feet)  ADJUSTED  
 EN0390  ___________________________________________________________________
 EN0390  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 EN0390  DYNAMIC HT  -        1097.446 (meters)    3600.54  (feet)  COMP
 EN0390  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 EN0390
 EN0390  VERT ORDER  -  SECOND    CLASS 0
 EN0390
 EN0390.The horizontal coordinates were scaled from a topographic map and have
 EN0390.an estimated accuracy of +/- 6 seconds.
 EN0390
 EN0390.The orthometric height was determined by differential leveling
 EN0390.and adjusted by the National Geodetic Survey in June 1991..
 EN0390
 EN0390.The geoid height was determined by GEOID03.
 EN0390
 EN0390.The dynamic height is computed by dividing the NAVD 88
 EN0390.geopotential number by the normal gravity value computed on the
 EN0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0390.degrees latitude (g = 980.6199 gals.).
 EN0390
 EN0390.The modeled gravity was interpolated from observed gravity values.
 EN0390
 EN0390;                    North         East    Units  Estimated Accuracy
 EN0390;SPC TX N     - 1,058,820.      161,520.      MT  (+/- 180 meters Scaled)
 EN0390
 EN0390                          SUPERSEDED SURVEY CONTROL
 EN0390
 EN0390  NGVD 29 (??/??/92) 1098.385  (m)         3603.62   (f) ADJ UNCH    2 0
 EN0390
 EN0390.Superseded values are not recommended for survey control.
 EN0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0390.See file dsdata.txt to determine how the superseded data were derived.
 EN0390
 EN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD320247(NAD 83)
 EN0390_MARKER: DB = BENCH MARK DISK
 EN0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0390_SP_SET: BUILDING
 EN0390_STAMPING: T 430 1934
 EN0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0390
 EN0390  HISTORY     - Date     Condition        Report By
 EN0390  HISTORY     - 1934     MONUMENTED       CGS
 EN0390
 EN0390                          STATION DESCRIPTION
 EN0390
 EN0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0390'8.6 MI W FROM TULIA.
 EN0390'8.6 MILES WEST ALONG STATE HIGHWAY 86 FROM THE PANHANDLE AND SANTA FE
 EN0390'RAILWAY STATION TULIA, 40 YARDS SOUTH OF THE CENTERLINE OF THE
 EN0390'HIGHWAY, AT THE LAKE VIEW SCHOOL, IN THE NORTH WALL OF THE BUILDING, 2
 EN0390'FEET WEST OF THE NORTHEAST CORNER, AND 3 FEET ABOVE THE GROUND.  A
 EN0390'STANDARD DISK, STAMPED T 430 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0937 ***********************************************************************
 EN0937  DESIGNATION -  T 431 RESET
 EN0937  PID         -  EN0937
 EN0937  STATE/COUNTY-  TX/BRISCOE
 EN0937  USGS QUAD   -  HAY LAKE (1967)
 EN0937
 EN0937                         *CURRENT SURVEY CONTROL
 EN0937  ___________________________________________________________________
 EN0937* NAD 83(1986)-  34 27 00.     (N)    101 12 58.     (W)     SCALED    
 EN0937* NAVD 88     -       984.24   (meters)    3229.1    (feet)  RESET     
 EN0937  ___________________________________________________________________
 EN0937  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EN0937
 EN0937  VERT ORDER  -  THIRD
 EN0937
 EN0937.The horizontal coordinates were scaled from a topographic map and have
 EN0937.an estimated accuracy of +/- 6 seconds.
 EN0937
 EN0937.The orthometric height was computed from unverified reset data.
 EN0937
 EN0937.The geoid height was determined by GEOID03.
 EN0937
 EN0937;                    North         East    Units  Estimated Accuracy
 EN0937;SPC TX N     - 1,049,960.      226,090.      MT  (+/- 180 meters Scaled)
 EN0937
 EN0937                          SUPERSEDED SURVEY CONTROL
 EN0937
 EN0937  NGVD 29 (01/29/03)  983.87   (m)         3227.9    (f) RESET       3  
 EN0937
 EN0937.Superseded values are not recommended for survey control.
 EN0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0937.See file dsdata.txt to determine how the superseded data were derived.
 EN0937
 EN0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD964142(NAD 83)
 EN0937_MARKER: DV = VERTICAL CONTROL DISK
 EN0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0937_SP_SET: CONCRETE POST
 EN0937_STAMPING: T 431 RESET 1971
 EN0937_MARK LOGO: CGS   
 EN0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0937+STABILITY: SURFACE MOTION
 EN0937
 EN0937  HISTORY     - Date     Condition        Report By
 EN0937  HISTORY     - 1971     MONUMENTED       NOS
 EN0937
 EN0937                          STATION DESCRIPTION
 EN0937
 EN0937'DESCRIBED BY NATIONAL OCEAN SERVICE 1971
 EN0937'5.6 MILES EAST ALONG STATE HIGHWAY 86 FROM THE COURTHOUSE IN
 EN0937'SILVERTON, AT AN ANGLED CROSSROAD, 75 FEET NORTH OF THE CENTER OF
 EN0937'HIGHWAY 86, 43 FEET NORTHWEST OF THE CENTER OF THE GRADED CROSSROAD,
 EN0937'4 FEET WEST OF A FENCE CORNER, 0.5 FEET SOUTH OF THE NORTH
 EN0937'RIGHT-OF-WAY FENCE LINE, 1.5 FEET WEST OF A METAL WITNESS POST, AND
 EN0937'MARK PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0417 ***********************************************************************
 EN0417  DESIGNATION -  T 432
 EN0417  PID         -  EN0417
 EN0417  STATE/COUNTY-  TX/SWISHER
 EN0417  USGS QUAD   -  HAPPY (1965)
 EN0417
 EN0417                         *CURRENT SURVEY CONTROL
 EN0417  ___________________________________________________________________
 EN0417* NAD 83(1986)-  34 43 17.     (N)    101 50 52.     (W)     SCALED    
 EN0417* NAVD 88     -      1098.171  (meters)    3602.92   (feet)  ADJUSTED  
 EN0417  ___________________________________________________________________
 EN0417  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EN0417  DYNAMIC HT  -        1096.806 (meters)    3598.44  (feet)  COMP
 EN0417  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 EN0417
 EN0417  VERT ORDER  -  SECOND    CLASS 0
 EN0417
 EN0417.The horizontal coordinates were scaled from a topographic map and have
 EN0417.an estimated accuracy of +/- 6 seconds.
 EN0417
 EN0417.The orthometric height was determined by differential leveling
 EN0417.and adjusted by the National Geodetic Survey in June 1991..
 EN0417
 EN0417.The geoid height was determined by GEOID03.
 EN0417
 EN0417.The dynamic height is computed by dividing the NAVD 88
 EN0417.geopotential number by the normal gravity value computed on the
 EN0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0417.degrees latitude (g = 980.6199 gals.).
 EN0417
 EN0417.The modeled gravity was interpolated from observed gravity values.
 EN0417
 EN0417;                    North         East    Units  Estimated Accuracy
 EN0417;SPC TX N     - 1,080,090.      168,150.      MT  (+/- 180 meters Scaled)
 EN0417
 EN0417                          SUPERSEDED SURVEY CONTROL
 EN0417
 EN0417  NGVD 29 (??/??/92) 1097.710  (m)         3601.40   (f) ADJ UNCH    2 0
 EN0417
 EN0417.Superseded values are not recommended for survey control.
 EN0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0417.See file dsdata.txt to determine how the superseded data were derived.
 EN0417
 EN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD392458(NAD 83)
 EN0417_MARKER: DB = BENCH MARK DISK
 EN0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0417_STAMPING: T-432 1934
 EN0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0417+STABILITY: SURFACE MOTION
 EN0417
 EN0417  HISTORY     - Date     Condition        Report By
 EN0417  HISTORY     - 1934     MONUMENTED       CGS
 EN0417  HISTORY     - 1943     GOOD             NGS
 EN0417
 EN0417                          STATION DESCRIPTION
 EN0417
 EN0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0417'1.5 MI S FROM HAPPY.
 EN0417'1.5 MI. S. ALONG P. AND S. F. RY. 9 FT. E. OF MI. POST NO. 590, 52 FT.
 EN0417'W. OF THE CENTER LINE OF HWY., 44 FT. E. OF THE CENTER LINE OF TRACK,
 EN0417'AND 1 FT. W. OF THE FENCE LINE.  NOTE-- FENCE REMOVED, A WHITE REF.
 EN0417'POST WAS SET 1.5 FT. E OF BM.
 EN0417
 EN0417                          STATION RECOVERY (1943)
 EN0417
 EN0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EN0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0091 ***********************************************************************
 DP0091  DESIGNATION -  T 433 RESET 1960
 DP0091  PID         -  DP0091
 DP0091  STATE/COUNTY-  TX/DICKENS
 DP0091  USGS QUAD   -  SPUR (1967)
 DP0091
 DP0091                         *CURRENT SURVEY CONTROL
 DP0091  ___________________________________________________________________
 DP0091* NAD 83(1986)-  33 29 49.     (N)    100 51 39.     (W)     SCALED    
 DP0091* NAVD 88     -       696.45   (meters)    2284.9    (feet)  RESET     
 DP0091  ___________________________________________________________________
 DP0091  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DP0091
 DP0091  VERT ORDER  -  THIRD
 DP0091
 DP0091.The horizontal coordinates were scaled from a topographic map and have
 DP0091.an estimated accuracy of +/- 6 seconds.
 DP0091
 DP0091.The orthometric height was computed from unverified reset data.
 DP0091
 DP0091.The geoid height was determined by GEOID03.
 DP0091
 DP0091;                    North         East    Units  Estimated Accuracy
 DP0091;SPC TXNC     - 2,205,430.      380,660.      MT  (+/- 180 meters Scaled)
 DP0091
 DP0091                          SUPERSEDED SURVEY CONTROL
 DP0091
 DP0091.No superseded survey control is available for this station.
 DP0091
 DP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC271079(NAD 83)
 DP0091_MARKER: DB = BENCH MARK DISK
 DP0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0091_SP_SET: CULVERT
 DP0091_STAMPING: T 433 RESET 1960
 DP0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0091
 DP0091  HISTORY     - Date     Condition        Report By
 DP0091  HISTORY     - 1960     MONUMENTED       CGS
 DP0091  HISTORY     - 1961     GOOD             NGS
 DP0091  HISTORY     - 1967     POOR             USGS
 DP0091
 DP0091                          STATION DESCRIPTION
 DP0091
 DP0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DP0091'1.8 MI N FROM SPUR.
 DP0091'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY 70, (FORMERLY STATE HIGHWAY
 DP0091'18) FROM THE SECURITY STATE BANK BUILDING IN SPUR, DICKENS COUNTY,
 DP0091'ABOUT 100 YARDS SOUTHWEST OF A STUCCO FARMHOUSE WHICH IS ON THE NORTH
 DP0091'SIDE OF A PRIVATE DRIVE TO THE EAST, AND 85 FEET SOUTH OF THIS SAME
 DP0091'PRIVATE DRIVE, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE
 DP0091'EAST HEADWALL, AND 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 DP0091
 DP0091                          STATION RECOVERY (1967)
 DP0091
 DP0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DP0091'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0153 ***********************************************************************
 EN0153  DESIGNATION -  T 434
 EN0153  PID         -  EN0153
 EN0153  STATE/COUNTY-  TX/MOTLEY
 EN0153  USGS QUAD   -  WHITEFLAT (1981)
 EN0153
 EN0153                         *CURRENT SURVEY CONTROL
 EN0153  ___________________________________________________________________
 EN0153* NAD 83(1986)-  34 06 37.     (N)    100 53 22.     (W)     SCALED    
 EN0153* NAVD 88     -       735.111  (meters)    2411.78   (feet)  ADJUSTED  
 EN0153  ___________________________________________________________________
 EN0153  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EN0153  DYNAMIC HT  -         734.215 (meters)    2408.84  (feet)  COMP
 EN0153  MODELED GRAV-     979,393.4   (mgal)                       NAVD 88
 EN0153
 EN0153  VERT ORDER  -  SECOND    CLASS 0
 EN0153
 EN0153.The horizontal coordinates were scaled from a topographic map and have
 EN0153.an estimated accuracy of +/- 6 seconds.
 EN0153
 EN0153.The orthometric height was determined by differential leveling
 EN0153.and adjusted by the National Geodetic Survey in June 1991..
 EN0153
 EN0153.The geoid height was determined by GEOID03.
 EN0153
 EN0153.The dynamic height is computed by dividing the NAVD 88
 EN0153.geopotential number by the normal gravity value computed on the
 EN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0153.degrees latitude (g = 980.6199 gals.).
 EN0153
 EN0153.The modeled gravity was interpolated from observed gravity values.
 EN0153
 EN0153;                    North         East    Units  Estimated Accuracy
 EN0153;SPC TXNC     - 2,273,500.      379,550.      MT  (+/- 180 meters Scaled)
 EN0153
 EN0153                          SUPERSEDED SURVEY CONTROL
 EN0153
 EN0153  NGVD 29 (??/??/92)  734.811  (m)         2410.79   (f) ADJ UNCH    2 0
 EN0153
 EN0153.Superseded values are not recommended for survey control.
 EN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0153.See file dsdata.txt to determine how the superseded data were derived.
 EN0153
 EN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC257759(NAD 83)
 EN0153_MARKER: DB = BENCH MARK DISK
 EN0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0153_SP_SET: CULVERT
 EN0153_STAMPING: T-434 1934
 EN0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0153
 EN0153  HISTORY     - Date     Condition        Report By
 EN0153  HISTORY     - 1934     MONUMENTED       CGS
 EN0153  HISTORY     - 1935     GOOD             NGS
 EN0153  HISTORY     - 1965     GOOD             USGS
 EN0153
 EN0153                          STATION DESCRIPTION
 EN0153
 EN0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0153'8.3 MI N FROM MATADOR.
 EN0153'8.3 MI. N. ALONG STATE NO. 18 FROM CITY HALL ABOUT 0.2 MI. N. OF WHITE
 EN0153'FLAT, TEX., 15 FT. W. OF THE CENTER LINE OF HWY, AND SET IN THE CENTER
 EN0153'OF W. ABUTMENT OF A 2 X 2 CONC. CULVERT.  NOTE-- ST. HWY 18 IS NOW ST.
 EN0153'HWY 70.
 EN0153
 EN0153                          STATION RECOVERY (1965)
 EN0153
 EN0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0603 ***********************************************************************
 DO0603  DESIGNATION -  T 435
 DO0603  PID         -  DO0603
 DO0603  STATE/COUNTY-  TX/FOARD
 DO0603  USGS QUAD   -  FOARD CITY (1968)
 DO0603
 DO0603                         *CURRENT SURVEY CONTROL
 DO0603  ___________________________________________________________________
 DO0603* NAD 83(1986)-  33 59 38.     (N)    099 50 27.     (W)     SCALED    
 DO0603* NAVD 88     -       532.962  (meters)    1748.56   (feet)  ADJUSTED  
 DO0603  ___________________________________________________________________
 DO0603  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DO0603  DYNAMIC HT  -         532.345 (meters)    1746.54  (feet)  COMP
 DO0603  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 DO0603
 DO0603  VERT ORDER  -  SECOND    CLASS 0
 DO0603
 DO0603.The horizontal coordinates were scaled from a topographic map and have
 DO0603.an estimated accuracy of +/- 6 seconds.
 DO0603
 DO0603.The orthometric height was determined by differential leveling
 DO0603.and adjusted by the National Geodetic Survey in June 1991..
 DO0603
 DO0603.The geoid height was determined by GEOID03.
 DO0603
 DO0603.The dynamic height is computed by dividing the NAVD 88
 DO0603.geopotential number by the normal gravity value computed on the
 DO0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0603.degrees latitude (g = 980.6199 gals.).
 DO0603
 DO0603.The modeled gravity was interpolated from observed gravity values.
 DO0603
 DO0603;                    North         East    Units  Estimated Accuracy
 DO0603;SPC TXNC     - 2,258,870.      476,120.      MT  (+/- 180 meters Scaled)
 DO0603
 DO0603                          SUPERSEDED SURVEY CONTROL
 DO0603
 DO0603  NGVD 29 (??/??/92)  532.80   (m)         1748.0    (f) COMPUTED    2 0
 DO0603
 DO0603.Superseded values are not recommended for survey control.
 DO0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0603.See file dsdata.txt to determine how the superseded data were derived.
 DO0603
 DO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC223617(NAD 83)
 DO0603_MARKER: DB = BENCH MARK DISK
 DO0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0603_SP_SET: CULVERT
 DO0603_STAMPING: T-435 1934
 DO0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0603
 DO0603  HISTORY     - Date     Condition        Report By
 DO0603  HISTORY     - 1934     MONUMENTED       CGS
 DO0603  HISTORY     - 1965     GOOD             USGS
 DO0603
 DO0603                          STATION DESCRIPTION
 DO0603
 DO0603'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0603'6.8 MI W FROM CROWELL.
 DO0603'ABOUT 6.8 MILES WEST ALONG U.S. HIGHWAY NO 70 FROM CROWELL, BOARD
 DO0603'COUNTY TEXAS, IN A HEAD-WALL OF THE SOUTH END OF THE CONCRETE CULVERT
 DO0603'OF THE HIGHWAY.  A STANDARD DISK STAMPED T-435 PROJECTING ABOUT 4
 DO0603'INCHES ABOVE THE EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0604 ***********************************************************************
 DO0604  DESIGNATION -  T 435 RESET 1959
 DO0604  PID         -  DO0604
 DO0604  STATE/COUNTY-  TX/FOARD
 DO0604  USGS QUAD   -  FOARD CITY (1968)
 DO0604
 DO0604                         *CURRENT SURVEY CONTROL
 DO0604  ___________________________________________________________________
 DO0604* NAD 83(1986)-  33 59 39.     (N)    099 50 27.     (W)     SCALED    
 DO0604* NAVD 88     -       533.37   (meters)    1749.9    (feet)  RESET     
 DO0604  ___________________________________________________________________
 DO0604  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DO0604
 DO0604  VERT ORDER  -  THIRD
 DO0604
 DO0604.The horizontal coordinates were scaled from a topographic map and have
 DO0604.an estimated accuracy of +/- 6 seconds.
 DO0604
 DO0604.The orthometric height was computed from unverified reset data.
 DO0604
 DO0604.The geoid height was determined by GEOID03.
 DO0604
 DO0604;                    North         East    Units  Estimated Accuracy
 DO0604;SPC TXNC     - 2,258,900.      476,120.      MT  (+/- 180 meters Scaled)
 DO0604
 DO0604                          SUPERSEDED SURVEY CONTROL
 DO0604
 DO0604.No superseded survey control is available for this station.
 DO0604
 DO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC223618(NAD 83)
 DO0604_MARKER: DB = BENCH MARK DISK
 DO0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0604_SP_SET: CULVERT
 DO0604_STAMPING: 435 RESET 1959
 DO0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0604
 DO0604  HISTORY     - Date     Condition        Report By
 DO0604  HISTORY     - 1959     MONUMENTED       CGS
 DO0604
 DO0604                          STATION DESCRIPTION
 DO0604
 DO0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DO0604'6.8 MI W FROM CROWELL.
 DO0604'ABOUT 6.8 MILES WEST ALONG U.S. HIGHWAY NO. 70 FROM CROWELL, FOARD
 DO0604'COUNTY, IN THE NORTH RIGHT-OF-WAY FENCE OF THE HIGHWAY, 74 FEET NORTH
 DO0604'OF THE CENTERLINE OF THE HIGHWAY AND 106 FEET NORTHEAST OF THE
 DO0604'CENTERLINE OF A CONCRETE CULVERT.  A STANDARD DISK STAMPED T 435 RESET
 DO0604'1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0038 ***********************************************************************
 DP0038  DESIGNATION -  T 437
 DP0038  PID         -  DP0038
 DP0038  STATE/COUNTY-  TX/COTTLE
 DP0038  USGS QUAD   -  GROW NW (1981)
 DP0038
 DP0038                         *CURRENT SURVEY CONTROL
 DP0038  ___________________________________________________________________
 DP0038* NAD 83(1986)-  33 59 37.     (N)    100 25 02.     (W)     SCALED    
 DP0038* NAVD 88     -       614.961  (meters)    2017.58   (feet)  ADJUSTED  
 DP0038  ___________________________________________________________________
 DP0038  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DP0038  DYNAMIC HT  -         614.242 (meters)    2015.23  (feet)  COMP
 DP0038  MODELED GRAV-     979,446.9   (mgal)                       NAVD 88
 DP0038
 DP0038  VERT ORDER  -  SECOND    CLASS 0
 DP0038
 DP0038.The horizontal coordinates were scaled from a topographic map and have
 DP0038.an estimated accuracy of +/- 6 seconds.
 DP0038
 DP0038.The orthometric height was determined by differential leveling
 DP0038.and adjusted by the National Geodetic Survey in June 1991..
 DP0038
 DP0038.The geoid height was determined by GEOID03.
 DP0038
 DP0038.The dynamic height is computed by dividing the NAVD 88
 DP0038.geopotential number by the normal gravity value computed on the
 DP0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0038.degrees latitude (g = 980.6199 gals.).
 DP0038
 DP0038.The modeled gravity was interpolated from observed gravity values.
 DP0038
 DP0038;                    North         East    Units  Estimated Accuracy
 DP0038;SPC TXNC     - 2,259,670.      422,870.      MT  (+/- 180 meters Scaled)
 DP0038
 DP0038                          SUPERSEDED SURVEY CONTROL
 DP0038
 DP0038  NGVD 29 (??/??/92)  614.75   (m)         2016.9    (f) COMPUTED    2 0
 DP0038
 DP0038.Superseded values are not recommended for survey control.
 DP0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0038.See file dsdata.txt to determine how the superseded data were derived.
 DP0038
 DP0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC691623(NAD 83)
 DP0038_MARKER: DB = BENCH MARK DISK
 DP0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0038_STAMPING: T 437 1934
 DP0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0038+STABILITY: SURFACE MOTION
 DP0038
 DP0038  HISTORY     - Date     Condition        Report By
 DP0038  HISTORY     - 1934     MONUMENTED       CGS
 DP0038  HISTORY     - 1958     MARK NOT FOUND   NGS
 DP0038
 DP0038                          STATION DESCRIPTION
 DP0038
 DP0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0038'3.2 MI E FROM NARCISSO.
 DP0038'3.2 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0038'NARCISSO, COTTLE COUNTY, 2 POLES WEST OF MILEPOST 50+5, AT THE WEST
 DP0038'END OF A CUT, AT THE EAST END OF A FILL, ABOUT 74 FEET SOUTH OF THE
 DP0038'CENTER LINE OF THE TRACK, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD
 DP0038'DISK, STAMPED T 437 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1580 ***********************************************************************
 AN1580  DESIGNATION -  T 44
 AN1580  PID         -  AN1580
 AN1580  STATE/COUNTY-  TX/KARNES
 AN1580  USGS QUAD   -  KARNES CITY (1987)
 AN1580
 AN1580                         *CURRENT SURVEY CONTROL
 AN1580  ___________________________________________________________________
 AN1580* NAD 83(1986)-  28 55 19.     (N)    097 55 39.     (W)     SCALED    
 AN1580* NAVD 88     -        90.295  (meters)     296.24   (feet)  ADJUSTED  
 AN1580  ___________________________________________________________________
 AN1580  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AN1580  DYNAMIC HT  -          90.164 (meters)     295.81  (feet)  COMP
 AN1580  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 AN1580
 AN1580  VERT ORDER  -  FIRST     CLASS I
 AN1580
 AN1580.The horizontal coordinates were scaled from a topographic map and have
 AN1580.an estimated accuracy of +/- 6 seconds.
 AN1580
 AN1580.The orthometric height was determined by differential leveling
 AN1580.and adjusted by the National Geodetic Survey in June 1991..
 AN1580
 AN1580.The geoid height was determined by GEOID03.
 AN1580
 AN1580.The dynamic height is computed by dividing the NAVD 88
 AN1580.geopotential number by the normal gravity value computed on the
 AN1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1580.degrees latitude (g = 980.6199 gals.).
 AN1580
 AN1580.The modeled gravity was interpolated from observed gravity values.
 AN1580
 AN1580;                    North         East    Units  Estimated Accuracy
 AN1580;SPC TXSC     - 4,121,130.      704,570.      MT  (+/- 180 meters Scaled)
 AN1580
 AN1580                          SUPERSEDED SURVEY CONTROL
 AN1580
 AN1580  NGVD 29 (??/??/92)   90.252  (m)          296.10   (f) ADJ UNCH    1 1
 AN1580
 AN1580.Superseded values are not recommended for survey control.
 AN1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1580.See file dsdata.txt to determine how the superseded data were derived.
 AN1580
 AN1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS045998(NAD 83)
 AN1580_MARKER: DB = BENCH MARK DISK
 AN1580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1580_SP_SET: BRIDGE
 AN1580_STAMPING: T 44 1917 ELEV 296.108 FT
 AN1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1580
 AN1580  HISTORY     - Date     Condition        Report By
 AN1580  HISTORY     - 1917     MONUMENTED       CGS
 AN1580  HISTORY     - 1972     GOOD             NGS
 AN1580
 AN1580                          STATION DESCRIPTION
 AN1580
 AN1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1580'3.25 MI NW FROM KARNES CITY.
 AN1580'ABOUT 3.25 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AN1580'THE CROSSING OF FARM-TO-MARKET ROAD 99 AT KARNES CITY, 0.5 MILE
 AN1580'SOUTHEAST OF MILEPOST 51, SET IN THE TOP OF THE WEST CONCRETE WING
 AN1580'WALL OF AN 8- X 17-FOOT CONCRETE BRIDGE ON A DIRT ROAD, 4.3 FEET WEST
 AN1580'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF THE BRIDGE,
 AN1580'60 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 12 1/2 FEET
 AN1580'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 AN1580'AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0151 ***********************************************************************
 EO0151  DESIGNATION -  T 440
 EO0151  PID         -  EO0151
 EO0151  STATE/COUNTY-  TX/LAMB
 EO0151  USGS QUAD   -  MULESHOE NE (1980)
 EO0151
 EO0151                         *CURRENT SURVEY CONTROL
 EO0151  ___________________________________________________________________
 EO0151* NAD 83(1986)-  34 14 03.     (N)    102 30 59.     (W)     SCALED    
 EO0151* NAVD 88     -      1131.367  (meters)    3711.83   (feet)  ADJUSTED  
 EO0151  ___________________________________________________________________
 EO0151  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 EO0151  DYNAMIC HT  -        1129.908 (meters)    3707.04  (feet)  COMP
 EO0151  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 EO0151
 EO0151  VERT ORDER  -  SECOND    CLASS 0
 EO0151
 EO0151.The horizontal coordinates were scaled from a topographic map and have
 EO0151.an estimated accuracy of +/- 6 seconds.
 EO0151
 EO0151.The orthometric height was determined by differential leveling
 EO0151.and adjusted by the National Geodetic Survey in June 1991..
 EO0151
 EO0151.The geoid height was determined by GEOID03.
 EO0151
 EO0151.The dynamic height is computed by dividing the NAVD 88
 EO0151.geopotential number by the normal gravity value computed on the
 EO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0151.degrees latitude (g = 980.6199 gals.).
 EO0151
 EO0151.The modeled gravity was interpolated from observed gravity values.
 EO0151
 EO0151;                    North         East    Units  Estimated Accuracy
 EO0151;SPC TXNC     - 2,291,810.      230,030.      MT  (+/- 180 meters Scaled)
 EO0151
 EO0151                          SUPERSEDED SURVEY CONTROL
 EO0151
 EO0151  NGVD 29 (??/??/92) 1130.838  (m)         3710.09   (f) ADJ UNCH    2 0
 EO0151
 EO0151.Superseded values are not recommended for survey control.
 EO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0151.See file dsdata.txt to determine how the superseded data were derived.
 EO0151
 EO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT287909(NAD 83)
 EO0151_MARKER: DB = BENCH MARK DISK
 EO0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0151_STAMPING: T-440 1934
 EO0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0151+STABILITY: SURFACE MOTION
 EO0151
 EO0151  HISTORY     - Date     Condition        Report By
 EO0151  HISTORY     - 1934     MONUMENTED       CGS
 EO0151  HISTORY     - 1962     MARK NOT FOUND   USGS
 EO0151
 EO0151                          STATION DESCRIPTION
 EO0151
 EO0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0151'5.6 MI W FROM EARTH.
 EO0151'5.6 MI. W. ALONG U.S. NO. 70 ABOUT 200 YDS. E. OF A CURVE, 48 FT. N.
 EO0151'OF THE CENTER LINE OF HWY., 2 FT. E. OF A FENCE CORNER, AND 1 FT. S.
 EO0151'OF R.O.W. FENCE.  NOTE-- ABOUT 200 FT FROM POINT OF CURVE TO THE LEFT
 EO0151'OF NEW PAVED HIGHWAY, AT THIS POINT THE NEW PAVED HIGHWAY CURVES TO S
 EO0151'INSTEAD OF FOLLOWING OLD HIGHWAY RT. WHICH CURVES TO N AT THIS POINT.
 EO0151
 EO0151                          STATION RECOVERY (1962)
 EO0151
 EO0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EO0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0224 ***********************************************************************
 DQ0224  DESIGNATION -  T 441
 DQ0224  PID         -  DQ0224
 DQ0224  STATE/COUNTY-  TX/COCHRAN
 DQ0224  USGS QUAD   -  LEHMAN (1969)
 DQ0224
 DQ0224                         *CURRENT SURVEY CONTROL
 DQ0224  ___________________________________________________________________
 DQ0224* NAD 83(1986)-  33 37 20.     (N)    102 50 46.     (W)     SCALED    
 DQ0224* NAVD 88     -      1167.341  (meters)    3829.85   (feet)  ADJUSTED  
 DQ0224  ___________________________________________________________________
 DQ0224  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 DQ0224  DYNAMIC HT  -        1165.800 (meters)    3824.80  (feet)  COMP
 DQ0224  MODELED GRAV-     979,276.1   (mgal)                       NAVD 88
 DQ0224
 DQ0224  VERT ORDER  -  SECOND    CLASS 0
 DQ0224
 DQ0224.The horizontal coordinates were scaled from a topographic map and have
 DQ0224.an estimated accuracy of +/- 6 seconds.
 DQ0224
 DQ0224.The orthometric height was determined by differential leveling
 DQ0224.and adjusted by the National Geodetic Survey in June 1991..
 DQ0224
 DQ0224.The geoid height was determined by GEOID03.
 DQ0224
 DQ0224.The dynamic height is computed by dividing the NAVD 88
 DQ0224.geopotential number by the normal gravity value computed on the
 DQ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0224.degrees latitude (g = 980.6199 gals.).
 DQ0224
 DQ0224.The modeled gravity was interpolated from observed gravity values.
 DQ0224
 DQ0224;                    North         East    Units  Estimated Accuracy
 DQ0224;SPC TXNC     - 2,225,200.      196,860.      MT  (+/- 180 meters Scaled)
 DQ0224
 DQ0224                          SUPERSEDED SURVEY CONTROL
 DQ0224
 DQ0224  NGVD 29 (??/??/92) 1166.921  (m)         3828.47   (f) ADJ UNCH    2 0
 DQ0224
 DQ0224.Superseded values are not recommended for survey control.
 DQ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0224.See file dsdata.txt to determine how the superseded data were derived.
 DQ0224
 DQ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT998223(NAD 83)
 DQ0224_MARKER: DB = BENCH MARK DISK
 DQ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0224_STAMPING: T 441 1934
 DQ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0224+STABILITY: SURFACE MOTION
 DQ0224
 DQ0224  HISTORY     - Date     Condition        Report By
 DQ0224  HISTORY     - 1934     MONUMENTED       CGS
 DQ0224  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0224
 DQ0224                          STATION DESCRIPTION
 DQ0224
 DQ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0224'2.3 MI W FROM LEHMAN.
 DQ0224'2.3 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0224'STATION AT LEHMAN, COCHRAN COUNTY, 0.2 MILE EAST OF MILEPOST 53, 52
 DQ0224'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET NORTH OF THE
 DQ0224'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 441 1934 AND SET
 DQ0224'IN THE TOP OF A CONCRETE POST.
 DQ0224
 DQ0224                          STATION RECOVERY (1971)
 DQ0224
 DQ0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0690 ***********************************************************************
 CU0690  DESIGNATION -  T 444
 CU0690  PID         -  CU0690
 CU0690  STATE/COUNTY-  TX/DAWSON
 CU0690  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0690
 CU0690                         *CURRENT SURVEY CONTROL
 CU0690  ___________________________________________________________________
 CU0690* NAD 83(1986)-  32 41 31.     (N)    101 54 17.     (W)     SCALED    
 CU0690* NAVD 88     -       899.798  (meters)    2952.09   (feet)  ADJUSTED  
 CU0690  ___________________________________________________________________
 CU0690  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CU0690  DYNAMIC HT  -         898.600 (meters)    2948.16  (feet)  COMP
 CU0690  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 CU0690
 CU0690  VERT ORDER  -  SECOND    CLASS 0
 CU0690
 CU0690.The horizontal coordinates were scaled from a topographic map and have
 CU0690.an estimated accuracy of +/- 6 seconds.
 CU0690
 CU0690.The orthometric height was determined by differential leveling
 CU0690.and adjusted by the National Geodetic Survey in June 1991..
 CU0690
 CU0690.The geoid height was determined by GEOID03.
 CU0690
 CU0690.The dynamic height is computed by dividing the NAVD 88
 CU0690.geopotential number by the normal gravity value computed on the
 CU0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0690.degrees latitude (g = 980.6199 gals.).
 CU0690
 CU0690.The modeled gravity was interpolated from observed gravity values.
 CU0690
 CU0690;                    North         East    Units  Estimated Accuracy
 CU0690;SPC TXNC     - 2,118,870.      280,810.      MT  (+/- 180 meters Scaled)
 CU0690
 CU0690                          SUPERSEDED SURVEY CONTROL
 CU0690
 CU0690  NGVD 29 (??/??/92)  899.48   (m)         2951.0    (f) COMPUTED    2 0
 CU0690
 CU0690.Superseded values are not recommended for survey control.
 CU0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0690.See file dsdata.txt to determine how the superseded data were derived.
 CU0690
 CU0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB276208(NAD 83)
 CU0690_MARKER: DB = BENCH MARK DISK
 CU0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0690_STAMPING: T 444 1934
 CU0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0690+STABILITY: SURFACE MOTION
 CU0690
 CU0690  HISTORY     - Date     Condition        Report By
 CU0690  HISTORY     - 1934     MONUMENTED       CGS
 CU0690  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0690
 CU0690                          STATION DESCRIPTION
 CU0690
 CU0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0690'4.1 MI SE FROM LAMESA.
 CU0690'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CU0690'AT LAMESA, 0.2 MILE NORTH OF A ROAD INTERSECTION, 90 FEET NORTH OF A
 CU0690'CONCRETE HIGHWAY MARKER, 45 FEET WEST OF THE CENTERLINE OF THE
 CU0690'HIGHWAY, AND 2 FEET EAST OF THE FENCE.  NOTE-- THE SITE OF THIS MARK
 CU0690'IS IN A CULTIVATED FIELD AND NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0708 ***********************************************************************
 CU0708  DESIGNATION -  T 445
 CU0708  PID         -  CU0708
 CU0708  STATE/COUNTY-  TX/LYNN
 CU0708  USGS QUAD   -  O'DONNELL (1969)
 CU0708
 CU0708                         *CURRENT SURVEY CONTROL
 CU0708  ___________________________________________________________________
 CU0708* NAD 83(1986)-  32 58 19.     (N)    101 49 59.     (W)     SCALED    
 CU0708* NAVD 88     -       928.176  (meters)    3045.19   (feet)  ADJUSTED  
 CU0708  ___________________________________________________________________
 CU0708  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CU0708  DYNAMIC HT  -         926.951 (meters)    3041.17  (feet)  COMP
 CU0708  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 CU0708
 CU0708  VERT ORDER  -  SECOND    CLASS 0
 CU0708
 CU0708.The horizontal coordinates were scaled from a topographic map and have
 CU0708.an estimated accuracy of +/- 6 seconds.
 CU0708
 CU0708.The orthometric height was determined by differential leveling
 CU0708.and adjusted by the National Geodetic Survey in June 1991..
 CU0708
 CU0708.The geoid height was determined by GEOID03.
 CU0708
 CU0708.The dynamic height is computed by dividing the NAVD 88
 CU0708.geopotential number by the normal gravity value computed on the
 CU0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0708.degrees latitude (g = 980.6199 gals.).
 CU0708
 CU0708.The modeled gravity was interpolated from observed gravity values.
 CU0708
 CU0708;                    North         East    Units  Estimated Accuracy
 CU0708;SPC TXNC     - 2,149,680.      288,510.      MT  (+/- 180 meters Scaled)
 CU0708
 CU0708                          SUPERSEDED SURVEY CONTROL
 CU0708
 CU0708  NGVD 29 (??/??/92)  927.817  (m)         3044.01   (f) ADJ UNCH    2 0
 CU0708
 CU0708.Superseded values are not recommended for survey control.
 CU0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0708.See file dsdata.txt to determine how the superseded data were derived.
 CU0708
 CU0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB352517(NAD 83)
 CU0708_MARKER: DB = BENCH MARK DISK
 CU0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0708_STAMPING: T 445 1934
 CU0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0708+STABILITY: SURFACE MOTION
 CU0708
 CU0708  HISTORY     - Date     Condition        Report By
 CU0708  HISTORY     - 1934     MONUMENTED       CGS
 CU0708  HISTORY     - 1968     MARK NOT FOUND   USGS
 CU0708
 CU0708                          STATION DESCRIPTION
 CU0708
 CU0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0708'0.5 MI N FROM ODONNELL.
 CU0708'0.5 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0708'STATION AT ODONNELL, 300 FEET NORTHWEST OF THE GULF REFINING CO.
 CU0708'WAREHOUSE AND STORAGE TANKS, 90 FEET SOUTH OF A ROAD CROSSING, 30 FEET
 CU0708'WEST OF THE CENTERLINE OF THE TRACK, AND 30 FEET EAST OF THE
 CU0708'CENTERLINE OF A DIRT ROAD.  A STANDARD DISK, STAMPED T 445 1934 AND
 CU0708'SET IN THE TOP OF A CONCRETE POST.
 CU0708
 CU0708                          STATION RECOVERY (1968)
 CU0708
 CU0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0488 ***********************************************************************
 CU0488  DESIGNATION -  T 446
 CU0488  PID         -  CU0488
 CU0488  STATE/COUNTY-  TX/BORDEN
 CU0488  USGS QUAD   -  GAIL (1969)
 CU0488
 CU0488                         *CURRENT SURVEY CONTROL
 CU0488  ___________________________________________________________________
 CU0488* NAD 83(1986)-  32 46 13.     (N)    101 25 38.     (W)     SCALED    
 CU0488* NAVD 88     -       761.082  (meters)    2496.98   (feet)  ADJUSTED  
 CU0488  ___________________________________________________________________
 CU0488  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CU0488  DYNAMIC HT  -         760.082 (meters)    2493.70  (feet)  COMP
 CU0488  MODELED GRAV-     979,298.8   (mgal)                       NAVD 88
 CU0488
 CU0488  VERT ORDER  -  SECOND    CLASS 0
 CU0488
 CU0488.The horizontal coordinates were scaled from a topographic map and have
 CU0488.an estimated accuracy of +/- 6 seconds.
 CU0488
 CU0488.The orthometric height was determined by differential leveling
 CU0488.and adjusted by the National Geodetic Survey in June 1991..
 CU0488
 CU0488.The geoid height was determined by GEOID03.
 CU0488
 CU0488.The dynamic height is computed by dividing the NAVD 88
 CU0488.geopotential number by the normal gravity value computed on the
 CU0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0488.degrees latitude (g = 980.6199 gals.).
 CU0488
 CU0488.The modeled gravity was interpolated from observed gravity values.
 CU0488
 CU0488;                    North         East    Units  Estimated Accuracy
 CU0488;SPC TXNC     - 2,126,200.      325,800.      MT  (+/- 180 meters Scaled)
 CU0488
 CU0488                          SUPERSEDED SURVEY CONTROL
 CU0488
 CU0488  NGVD 29 (??/??/92)  760.761  (m)         2495.93   (f) ADJ UNCH    2 0
 CU0488
 CU0488.Superseded values are not recommended for survey control.
 CU0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0488.See file dsdata.txt to determine how the superseded data were derived.
 CU0488
 CU0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB726284(NAD 83)
 CU0488_MARKER: DB = BENCH MARK DISK
 CU0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0488_SP_SET: CULVERT
 CU0488_STAMPING: T 446 1934
 CU0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0488
 CU0488  HISTORY     - Date     Condition        Report By
 CU0488  HISTORY     - 1934     MONUMENTED       CGS
 CU0488  HISTORY     - 1969     MARK NOT FOUND   USGS
 CU0488
 CU0488                          STATION DESCRIPTION
 CU0488
 CU0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0488'1.1 MI E FROM GAIL.
 CU0488'1.1 MILES EAST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CU0488'GAIL, BORDEN COUNTY, AT A TRIPLE 15- BY 5-FOOT CONCRETE-BOX CULVERT,
 CU0488'IN THE TOP OF THE SOUTH CONCRETE HEAD WALL, 36 FEET NORTH OF A FENCE,
 CU0488'AND 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 CU0488'STAMPED T 446 1934.
 CU0488
 CU0488                          STATION RECOVERY (1969)
 CU0488
 CU0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0277 ***********************************************************************
 CC0277  DESIGNATION -  T 447
 CC0277  PID         -  CC0277
 CC0277  STATE/COUNTY-  TX/WINKLER
 CC0277  USGS QUAD   -  VESRUE (1970)
 CC0277
 CC0277                         *CURRENT SURVEY CONTROL
 CC0277  ___________________________________________________________________
 CC0277* NAD 83(1986)-  31 53 12.     (N)    103 06 36.     (W)     SCALED    
 CC0277* NAVD 88     -       879.746  (meters)    2886.30   (feet)  ADJUSTED  
 CC0277  ___________________________________________________________________
 CC0277  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CC0277  DYNAMIC HT  -         878.507 (meters)    2882.24  (feet)  COMP
 CC0277  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 CC0277
 CC0277  VERT ORDER  -  SECOND    CLASS 0
 CC0277
 CC0277.The horizontal coordinates were scaled from a topographic map and have
 CC0277.an estimated accuracy of +/- 6 seconds.
 CC0277
 CC0277.The orthometric height was determined by differential leveling
 CC0277.and adjusted by the National Geodetic Survey in June 1991..
 CC0277
 CC0277.The geoid height was determined by GEOID03.
 CC0277
 CC0277.The dynamic height is computed by dividing the NAVD 88
 CC0277.geopotential number by the normal gravity value computed on the
 CC0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0277.degrees latitude (g = 980.6199 gals.).
 CC0277
 CC0277.The modeled gravity was interpolated from observed gravity values.
 CC0277
 CC0277;                    North         East    Units  Estimated Accuracy
 CC0277;SPC TX C     - 3,249,390.      437,330.      MT  (+/- 180 meters Scaled)
 CC0277
 CC0277                          SUPERSEDED SURVEY CONTROL
 CC0277
 CC0277  NGVD 29 (??/??/92)  879.360  (m)         2885.03   (f) ADJ UNCH    2 0
 CC0277
 CC0277.Superseded values are not recommended for survey control.
 CC0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0277.See file dsdata.txt to determine how the superseded data were derived.
 CC0277
 CC0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR787294(NAD 83)
 CC0277_MARKER: DB = BENCH MARK DISK
 CC0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0277_STAMPING: T-447 1935
 CC0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0277+STABILITY: SURFACE MOTION
 CC0277
 CC0277  HISTORY     - Date     Condition        Report By
 CC0277  HISTORY     - 1935     MONUMENTED       CGS
 CC0277  HISTORY     - 1970     POOR             USGS
 CC0277
 CC0277                          STATION DESCRIPTION
 CC0277
 CC0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0277'2.3 MI N FROM KERMIT.
 CC0277'2.3 MI. N. ALONG T. AND NM. RY. 0.25 MI. S. OF A GRADE CROSSING, 145
 CC0277'FT. E. OF MILE POST NO. 26, 102 FT. E. OF THE CENTER LINE OF TRACK, 56
 CC0277'FT. W. OF THE CENTER LINE OF HWY., AND 2 FT. W. OF R.O.W. FENCE.
 CC0277
 CC0277                          STATION RECOVERY (1970)
 CC0277
 CC0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CC0277'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1480 ***********************************************************************
 AN1480  DESIGNATION -  T 45
 AN1480  PID         -  AN1480
 AN1480  STATE/COUNTY-  TX/BEE
 AN1480  USGS QUAD   -  SKIDMORE (1979)
 AN1480
 AN1480                         *CURRENT SURVEY CONTROL
 AN1480  ___________________________________________________________________
 AN1480* NAD 83(1986)-  28 18 04.     (N)    097 41 53.     (W)     SCALED    
 AN1480* NAVD 88     -        47.964  (meters)     157.36   (feet)  ADJUSTED  
 AN1480  ___________________________________________________________________
 AN1480  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN1480  DYNAMIC HT  -          47.892 (meters)     157.13  (feet)  COMP
 AN1480  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 AN1480
 AN1480  VERT ORDER  -  FIRST     CLASS II
 AN1480
 AN1480.The horizontal coordinates were scaled from a topographic map and have
 AN1480.an estimated accuracy of +/- 6 seconds.
 AN1480
 AN1480.The orthometric height was determined by differential leveling
 AN1480.and adjusted by the National Geodetic Survey in June 1991..
 AN1480.WARNING-Repeat measurements at this control monument indicate possible
 AN1480.vertical movement.
 AN1480
 AN1480.The geoid height was determined by GEOID03.
 AN1480
 AN1480.The dynamic height is computed by dividing the NAVD 88
 AN1480.geopotential number by the normal gravity value computed on the
 AN1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1480.degrees latitude (g = 980.6199 gals.).
 AN1480
 AN1480.The modeled gravity was interpolated from observed gravity values.
 AN1480
 AN1480;                    North         East    Units  Estimated Accuracy
 AN1480;SPC TXSC     - 4,052,560.      727,700.      MT  (+/- 180 meters Scaled)
 AN1480
 AN1480                          SUPERSEDED SURVEY CONTROL
 AN1480
 AN1480.No superseded survey control is available for this station.
 AN1480
 AN1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS276312(NAD 83)
 AN1480_MARKER: DB = BENCH MARK DISK
 AN1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1480_STAMPING: T-45 1917 ELEV. 157.083 FT.
 AN1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1480+STABILITY: SURFACE MOTION
 AN1480
 AN1480  HISTORY     - Date     Condition        Report By
 AN1480  HISTORY     - 1917     MONUMENTED       CGS
 AN1480  HISTORY     - 1943     GOOD             NGS
 AN1480  HISTORY     - 1981     GOOD             NGS
 AN1480  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN1480
 AN1480                          STATION DESCRIPTION
 AN1480
 AN1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1480'3.6 MI NW FROM SKIDMORE.
 AN1480'3.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1480'STATION AT SKIDMORE, 10 FEET NORTHWEST OF A POINT ON THE SOUTHWEST
 AN1480'SIDE OF THE TRACK FROM THE 7TH. POLE NORTHWEST OF MILEPOST NO. 101,
 AN1480'39.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 4.9 FEET
 AN1480'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.6 FEET SOUTHEAST OF REFERENCE
 AN1480'POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 AN1480'0.4 FOOT ABOVE THE GROUND.
 AN1480
 AN1480                          STATION RECOVERY (1981)
 AN1480
 AN1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1480'RECOVERED IN GOOD CONDITION.
 AN1480
 AN1480                          STATION RECOVERY (1997)
 AN1480
 AN1480'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1134 ***********************************************************************
 AY1134  DESIGNATION -  T 450
 AY1134  PID         -  AY1134
 AY1134  STATE/COUNTY-  TX/BANDERA
 AY1134  USGS QUAD   -  TARPLEY PASS (1964)
 AY1134
 AY1134                         *CURRENT SURVEY CONTROL
 AY1134  ___________________________________________________________________
 AY1134* NAD 83(1986)-  29 44 20.     (N)    099 08 12.     (W)     SCALED    
 AY1134* NAVD 88     -       407.693  (meters)    1337.57   (feet)  ADJUSTED  
 AY1134  ___________________________________________________________________
 AY1134  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AY1134  DYNAMIC HT  -         407.105 (meters)    1335.64  (feet)  COMP
 AY1134  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AY1134
 AY1134  VERT ORDER  -  SECOND    CLASS 0
 AY1134
 AY1134.The horizontal coordinates were scaled from a topographic map and have
 AY1134.an estimated accuracy of +/- 6 seconds.
 AY1134
 AY1134.The orthometric height was determined by differential leveling
 AY1134.and adjusted by the National Geodetic Survey in June 1991..
 AY1134.WARNING-Repeat measurements at this control monument indicate possible
 AY1134.vertical movement.
 AY1134
 AY1134.The geoid height was determined by GEOID03.
 AY1134
 AY1134.The dynamic height is computed by dividing the NAVD 88
 AY1134.geopotential number by the normal gravity value computed on the
 AY1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1134.degrees latitude (g = 980.6199 gals.).
 AY1134
 AY1134.The modeled gravity was interpolated from observed gravity values.
 AY1134
 AY1134;                    North         East    Units  Estimated Accuracy
 AY1134;SPC TXSC     - 4,211,200.      586,780.      MT  (+/- 180 meters Scaled)
 AY1134
 AY1134                          SUPERSEDED SURVEY CONTROL
 AY1134
 AY1134  NGVD 29 (??/??/92)  407.582  (m)         1337.21   (f) ADJ UNCH    2 0
 AY1134
 AY1134.Superseded values are not recommended for survey control.
 AY1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1134.See file dsdata.txt to determine how the superseded data were derived.
 AY1134
 AY1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT867898(NAD 83)
 AY1134_MARKER: DB = BENCH MARK DISK
 AY1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1134_STAMPING: T 450 1935
 AY1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1134+STABILITY: SURFACE MOTION
 AY1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1134+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AY1134
 AY1134  HISTORY     - Date     Condition        Report By
 AY1134  HISTORY     - 1935     MONUMENTED       CGS
 AY1134  HISTORY     - 1953     GOOD             NGS
 AY1134  HISTORY     - 19931117 GOOD             USPSQD
 AY1134  HISTORY     - 20050809 GOOD             USPSQD
 AY1134
 AY1134                          STATION DESCRIPTION
 AY1134
 AY1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1134'4.2 MI NW FROM BANDERA.
 AY1134'4.2 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1134'BANDERA, ON THE EAST SLOPE OF A LONG HILL, 93 YARDS EAST OF THE CENTER
 AY1134'LINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 66 FEET SOUTH OF THE CENTER
 AY1134'LINE OF THE HIGHWAY, 11 FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A
 AY1134'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AY1134'FOOT ABOVE THE GROUND.
 AY1134
 AY1134                          STATION RECOVERY (1993)
 AY1134
 AY1134'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1134'RECOVERED IN GOOD CONDITION.
 AY1134
 AY1134                          STATION RECOVERY (2005)
 AY1134
 AY1134'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0342 ***********************************************************************
 CD0342  DESIGNATION -  T 451
 CD0342  PID         -  CD0342
 CD0342  STATE/COUNTY-  TX/CULBERSON
 CD0342  USGS QUAD   -  BITTER WELL MOUNTAIN (1973)
 CD0342
 CD0342                         *CURRENT SURVEY CONTROL
 CD0342  ___________________________________________________________________
 CD0342* NAD 83(1986)-  31 33 45.     (N)    104 51 05.     (W)     SCALED    
 CD0342* NAVD 88     -      1105.384  (meters)    3626.58   (feet)  ADJUSTED  
 CD0342  ___________________________________________________________________
 CD0342  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CD0342  DYNAMIC HT  -        1103.695 (meters)    3621.04  (feet)  COMP
 CD0342  MODELED GRAV-     979,074.9   (mgal)                       NAVD 88
 CD0342
 CD0342  VERT ORDER  -  SECOND    CLASS 0
 CD0342
 CD0342.The horizontal coordinates were scaled from a topographic map and have
 CD0342.an estimated accuracy of +/- 6 seconds.
 CD0342
 CD0342.The orthometric height was determined by differential leveling
 CD0342.and adjusted by the National Geodetic Survey in June 1991..
 CD0342
 CD0342.The geoid height was determined by GEOID03.
 CD0342
 CD0342.The dynamic height is computed by dividing the NAVD 88
 CD0342.geopotential number by the normal gravity value computed on the
 CD0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0342.degrees latitude (g = 980.6199 gals.).
 CD0342
 CD0342.The modeled gravity was interpolated from observed gravity values.
 CD0342
 CD0342;                    North         East    Units  Estimated Accuracy
 CD0342;SPC TX C     - 3,218,880.      271,210.      MT  (+/- 180 meters Scaled)
 CD0342
 CD0342                          SUPERSEDED SURVEY CONTROL
 CD0342
 CD0342  NGVD 29 (??/??/92) 1104.888  (m)         3624.95   (f) ADJ UNCH    2 0
 CD0342
 CD0342.Superseded values are not recommended for survey control.
 CD0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0342.See file dsdata.txt to determine how the superseded data were derived.
 CD0342
 CD0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ141919(NAD 83)
 CD0342_MARKER: DB = BENCH MARK DISK
 CD0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0342_STAMPING: T 451 1934
 CD0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0342+STABILITY: SURFACE MOTION
 CD0342
 CD0342  HISTORY     - Date     Condition        Report By
 CD0342  HISTORY     - 1934     MONUMENTED       CGS
 CD0342  HISTORY     - 1958     GOOD             NGS
 CD0342
 CD0342                          STATION DESCRIPTION
 CD0342
 CD0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0342'39.1 MI N FROM VAN HORN.
 CD0342'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0342'STATION AT VAN HORN, THENCE ABOUT 38.95 MILE NORTH ALONG STATE HIGHWAY
 CD0342'54.  32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET WEST OF A
 CD0342'FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 CD0342'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0516 ***********************************************************************
 BP0516  DESIGNATION -  T 452
 BP0516  PID         -  BP0516
 BP0516  STATE/COUNTY-  TX/REEVES
 BP0516  USGS QUAD   -  BALMORHEA (1980)
 BP0516
 BP0516                         *CURRENT SURVEY CONTROL
 BP0516  ___________________________________________________________________
 BP0516* NAD 83(1986)-  30 59 07.     (N)    103 44 49.     (W)     SCALED    
 BP0516* NAVD 88     -       975.117  (meters)    3199.20   (feet)  POSTED    
 BP0516  ___________________________________________________________________
 BP0516  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BP0516  DYNAMIC HT  -         973.640 (meters)    3194.35  (feet)  COMP
 BP0516  MODELED GRAV-     979,092.4   (mgal)                       NAVD 88
 BP0516
 BP0516  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BP0516
 BP0516.The horizontal coordinates were scaled from a topographic map and have
 BP0516.an estimated accuracy of +/- 6 seconds.
 BP0516
 BP0516.The orthometric height was determined by differential leveling
 BP0516.and adjusted by the National Geodetic Survey in 1992..
 BP0516.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BP0516.rate of 4.1 thru 8.0 mm/km.
 BP0516
 BP0516.The geoid height was determined by GEOID03.
 BP0516
 BP0516.The dynamic height is computed by dividing the NAVD 88
 BP0516.geopotential number by the normal gravity value computed on the
 BP0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0516.degrees latitude (g = 980.6199 gals.).
 BP0516
 BP0516.The modeled gravity was interpolated from observed gravity values.
 BP0516
 BP0516;                    North         East    Units  Estimated Accuracy
 BP0516;SPC TX C     - 3,151,180.      374,030.      MT  (+/- 180 meters Scaled)
 BP0516
 BP0516                          SUPERSEDED SURVEY CONTROL
 BP0516
 BP0516  NGVD 29 (??/??/92)  974.818  (m)         3198.22   (f) ADJ UNCH    2 0
 BP0516
 BP0516.Superseded values are not recommended for survey control.
 BP0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0516.See file dsdata.txt to determine how the superseded data were derived.
 BP0516
 BP0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ196286(NAD 83)
 BP0516_MARKER: DB = BENCH MARK DISK
 BP0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0516_STAMPING: T 452 1934 3198.196
 BP0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0516+STABILITY: SURFACE MOTION
 BP0516
 BP0516  HISTORY     - Date     Condition        Report By
 BP0516  HISTORY     - 1934     MONUMENTED       CGS
 BP0516  HISTORY     - 1958     GOOD             NGS
 BP0516  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0516
 BP0516                          STATION DESCRIPTION
 BP0516
 BP0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0516'0.3 MI SW FROM BALMORHEA.
 BP0516'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 17
 BP0516'FROM THE POST OFFICE AT BALMORHEA, 113 FEET SOUTHEAST OF THE CENTER
 BP0516'LINE OF THE HIGHWAY, 88 FEET SOUTHWEST OF AND ACROSS AN ASPHALT STREET
 BP0516'FROM THE WEST CORNER OF THE VALLEY MOTEL, 42 FEET SOUTHEAST OF THE
 BP0516'CENTER LINE OF AN ASPHALT STREET PARALLELING THE HIGHWAY, 38 FEET
 BP0516'SOUTHWEST OF THE CENTER LINE OF AN ASPHALT STREET, 19 FEET NORTH OF
 BP0516'THE NORTH CORNER OF A STONE HOUSE, 3 FEET WEST OF A LIGHT POLE, 1 FOOT
 BP0516'SOUTHEAST OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE
 BP0516'POST PROJECTING 2 INCHES, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BP0516'HIGHWAY.
 BP0516
 BP0516                          STATION RECOVERY (1996)
 BP0516
 BP0516'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0213 ***********************************************************************
 BP0213  DESIGNATION -  T 453
 BP0213  PID         -  BP0213
 BP0213  STATE/COUNTY-  TX/PECOS
 BP0213  USGS QUAD   -  BELDING NE (1970)
 BP0213
 BP0213                         *CURRENT SURVEY CONTROL
 BP0213  ___________________________________________________________________
 BP0213* NAD 83(1986)-  30 53 55.     (N)    103 00 25.     (W)     SCALED    
 BP0213* NAVD 88     -       926.862  (meters)    3040.88   (feet)  POSTED    
 BP0213  ___________________________________________________________________
 BP0213  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 BP0213  DYNAMIC HT  -         925.450 (meters)    3036.25  (feet)  COMP
 BP0213  MODELED GRAV-     979,086.7   (mgal)                       NAVD 88
 BP0213
 BP0213  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0213
 BP0213.The horizontal coordinates were scaled from a topographic map and have
 BP0213.an estimated accuracy of +/- 6 seconds.
 BP0213
 BP0213.The orthometric height was determined by differential leveling
 BP0213.and adjusted by the National Geodetic Survey in 1992..
 BP0213.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0213.rate of 1.1 thru 2.0 mm/km.
 BP0213
 BP0213.The geoid height was determined by GEOID03.
 BP0213
 BP0213.The dynamic height is computed by dividing the NAVD 88
 BP0213.geopotential number by the normal gravity value computed on the
 BP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0213.degrees latitude (g = 980.6199 gals.).
 BP0213
 BP0213.The modeled gravity was interpolated from observed gravity values.
 BP0213
 BP0213;                    North         East    Units  Estimated Accuracy
 BP0213;SPC TX C     - 3,139,640.      444,440.      MT  (+/- 180 meters Scaled)
 BP0213
 BP0213                          SUPERSEDED SURVEY CONTROL
 BP0213
 BP0213  NGVD 29 (??/??/92)  926.501  (m)         3039.70   (f) ADJ UNCH    2 0
 BP0213
 BP0213.Superseded values are not recommended for survey control.
 BP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0213.See file dsdata.txt to determine how the superseded data were derived.
 BP0213
 BP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ904200(NAD 83)
 BP0213_MARKER: DB = BENCH MARK DISK
 BP0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0213_SP_SET: CULVERT
 BP0213_STAMPING: T 453 1935 3039.695
 BP0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0213
 BP0213  HISTORY     - Date     Condition        Report By
 BP0213  HISTORY     - 1935     MONUMENTED       CGS
 BP0213  HISTORY     - 1958     GOOD             NGS
 BP0213  HISTORY     - 19961005 GOOD             USPSQD
 BP0213
 BP0213                          STATION DESCRIPTION
 BP0213
 BP0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0213'7.55 MI W FROM FORT STOCKTON.
 BP0213'ABOUT 7.55 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE PANDHANDLE AND
 BP0213'SANTA FE RAILWAY STATION AT FORT STOCKTON, 15 FEET SOUTH OF THE CENTER
 BP0213'LINE OF THE HIGHWAY, ABOUT 0.15 MILE WEST OF A JUNCTION WITH A PRIVATE
 BP0213'ROAD LEADING NORTH TO THE TEXAS COMPANY OIL FIELD, AND IN THE TOP AND
 BP0213'CENTER OF THE SOUTH HEADWALL OF A DOUBLE CHANNEL CONCRETE CULVERT
 BP0213'ABOUT 15 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 BP0213
 BP0213                          STATION RECOVERY (1996)
 BP0213
 BP0213'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0009 ***********************************************************************
 BB0009  DESIGNATION -  T 454
 BB0009  PID         -  BB0009
 BB0009  STATE/COUNTY-  TX/PRESIDIO
 BB0009  USGS QUAD   -  SHAFTER (1983)
 BB0009
 BB0009                         *CURRENT SURVEY CONTROL
 BB0009  ___________________________________________________________________
 BB0009* NAD 83(1986)-  29 48 56.     (N)    104 18 31.     (W)     SCALED    
 BB0009* NAVD 88     -      1174.754  (meters)    3854.17   (feet)  ADJUSTED  
 BB0009  ___________________________________________________________________
 BB0009  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 BB0009  DYNAMIC HT  -        1172.821 (meters)    3847.83  (feet)  COMP
 BB0009  MODELED GRAV-     978,956.8   (mgal)                       NAVD 88
 BB0009
 BB0009  VERT ORDER  -  FIRST     CLASS II
 BB0009
 BB0009.The horizontal coordinates were scaled from a topographic map and have
 BB0009.an estimated accuracy of +/- 6 seconds.
 BB0009
 BB0009.The orthometric height was determined by differential leveling
 BB0009.and adjusted by the National Geodetic Survey in June 1991..
 BB0009
 BB0009.The geoid height was determined by GEOID03.
 BB0009
 BB0009.The dynamic height is computed by dividing the NAVD 88
 BB0009.geopotential number by the normal gravity value computed on the
 BB0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0009.degrees latitude (g = 980.6199 gals.).
 BB0009
 BB0009.The modeled gravity was interpolated from observed gravity values.
 BB0009
 BB0009;                    North         East    Units  Estimated Accuracy
 BB0009;SPC TXSC     - 4,231,330.       87,080.      MT  (+/- 180 meters Scaled)
 BB0009
 BB0009                          SUPERSEDED SURVEY CONTROL
 BB0009
 BB0009  NGVD 29 (??/??/92) 1174.326  (m)         3852.77   (f) ADJ UNCH    1 2
 BB0009
 BB0009.Superseded values are not recommended for survey control.
 BB0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0009.See file dsdata.txt to determine how the superseded data were derived.
 BB0009
 BB0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN668985(NAD 83)
 BB0009_MARKER: DB = BENCH MARK DISK
 BB0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0009_SP_SET: FOOTING
 BB0009_STAMPING: T-454 1935
 BB0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0009
 BB0009  HISTORY     - Date     Condition        Report By
 BB0009  HISTORY     - 1935     MONUMENTED       CGS
 BB0009  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0009  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0009
 BB0009                          STATION DESCRIPTION
 BB0009
 BB0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BB0009'IN SHAFTER.
 BB0009'AT PRESIDIO MINE, ON THE PROPERTY OF THE AMERICAN METAL CO. OF TEXAS,
 BB0009'104 FT. N.W. OF THE CRUSHER SHED, 15 FT. N.E. OF THE N.E. EDGE OF TWO
 BB0009'FUEL OIL TANKS, AND SET VERTICALLY IN THE N.E. FACE OF OLD BOILER
 BB0009'FOOTING.
 BB0009
 BB0009                          STATION RECOVERY (1966)
 BB0009
 BB0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0009'MARK NOT FOUND.
 BB0009
 BB0009                          STATION RECOVERY (1996)
 BB0009
 BB0009'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0197 ***********************************************************************
 AM0197  DESIGNATION -  T 455
 AM0197  PID         -  AM0197
 AM0197  STATE/COUNTY-  TX/MATAGORDA
 AM0197  USGS QUAD   -  BAY CITY (1972)
 AM0197
 AM0197                         *CURRENT SURVEY CONTROL
 AM0197  ___________________________________________________________________
 AM0197* NAD 83(1986)-  28 58 39.     (N)    095 54 49.     (W)     SCALED    
 AM0197* NAVD 88     -        11.69   (+/-2cm)      38.4    (feet)  VERTCON   
 AM0197  ___________________________________________________________________
 AM0197  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AM0197
 AM0197  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0197
 AM0197.The horizontal coordinates were scaled from a topographic map and have
 AM0197.an estimated accuracy of +/- 6 seconds.
 AM0197
 AM0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0197.The vertical order pertains to the NGVD 29 superseded value.
 AM0197
 AM0197.The geoid height was determined by GEOID03.
 AM0197
 AM0197;                    North         East    Units  Estimated Accuracy
 AM0197;SPC TXSC     - 4,130,770.      900,730.      MT  (+/- 180 meters Scaled)
 AM0197
 AM0197                          SUPERSEDED SURVEY CONTROL
 AM0197
 AM0197  NGVD 29 (??/??/92)   11.720  (m)           38.45   (f) ADJ UNCH    1 2
 AM0197
 AM0197.Superseded values are not recommended for survey control.
 AM0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0197.See file dsdata.txt to determine how the superseded data were derived.
 AM0197
 AM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN160089(NAD 83)
 AM0197_MARKER: DB = BENCH MARK DISK
 AM0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0197_STAMPING: T 455 1951
 AM0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0197+STABILITY: SURFACE MOTION
 AM0197
 AM0197  HISTORY     - Date     Condition        Report By
 AM0197  HISTORY     - 1951     MONUMENTED       CGS
 AM0197  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0197  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0197
 AM0197                          STATION DESCRIPTION
 AM0197
 AM0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AM0197'3.7 MI E FROM BAY CITY.
 AM0197'1.6 MILES EAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT BAY
 AM0197'CITY, THENCE 1.9 MILES EAST ALONG FARM ROAD 457, THENCE 0.2 MILE SOUTH
 AM0197'ALONG A SHELL ROAD, AT THE MAGNUM AIRPORT, AT THE SOUTHEAST CORNER OF
 AM0197'THE MOST WESTERLY HANGAR, 9.6 FEET SOUTHEAST OF THE CENTER OF THE
 AM0197'ENTRANCE TO THE OFFICE, 76.6 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 AM0197'A HANGAR, 2.0 FEET EAST OF THE SOUTHEAST CORNER OF A HANGAR, SET IN
 AM0197'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AM0197
 AM0197                          STATION RECOVERY (1978)
 AM0197
 AM0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0197'NOT RECOVERED THIS DATE.
 AM0197
 AM0197                          STATION RECOVERY (1998)
 AM0197
 AM0197'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0511 ***********************************************************************
 AW0511  DESIGNATION -  T 456
 AW0511  PID         -  AW0511
 AW0511  STATE/COUNTY-  TX/GALVESTON
 AW0511  USGS QUAD   -  GALVESTON (1994)
 AW0511
 AW0511                         *CURRENT SURVEY CONTROL
 AW0511  ___________________________________________________________________
 AW0511* NAD 83(1986)-  29 17 17.     (N)    094 51 35.     (W)     SCALED    
 AW0511* NAVD 88     -         2.30   (+/-2cm)       7.5    (feet)  VERTCON   
 AW0511  ___________________________________________________________________
 AW0511  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0511
 AW0511  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0511
 AW0511.The horizontal coordinates were scaled from a topographic map and have
 AW0511.an estimated accuracy of +/- 6 seconds.
 AW0511
 AW0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0511.The vertical order pertains to the NGVD 29 superseded value.
 AW0511
 AW0511.The geoid height was determined by GEOID03.
 AW0511
 AW0511;                    North         East    Units  Estimated Accuracy
 AW0511;SPC TXSC     - 4,168,340.    1,002,160.      MT  (+/- 180 meters Scaled)
 AW0511
 AW0511                          SUPERSEDED SURVEY CONTROL
 AW0511
 AW0511  NGVD 29 (??/??/92)    2.301  (m)            7.55   (f) ADJ UNCH    1 1
 AW0511
 AW0511.Superseded values are not recommended for survey control.
 AW0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0511.See file dsdata.txt to determine how the superseded data were derived.
 AW0511
 AW0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN193413(NAD 83)
 AW0511_MARKER: DB = BENCH MARK DISK
 AW0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0511_SP_SET: CONCRETE BASE
 AW0511_STAMPING: T 456 1951
 AW0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0511+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 AW0511
 AW0511  HISTORY     - Date     Condition        Report By
 AW0511  HISTORY     - 1951     MONUMENTED       CGS
 AW0511  HISTORY     - 1973     GOOD             NGS
 AW0511  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0511  HISTORY     - 1987     GOOD             USPSQD
 AW0511  HISTORY     - 1988     GOOD             USPSQD
 AW0511  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 AW0511  HISTORY     - 19950821 GOOD             USPSQD
 AW0511  HISTORY     - 20031205 GOOD             USPSQD
 AW0511  HISTORY     - 20041208 GOOD             USPSQD
 AW0511
 AW0511                          STATION DESCRIPTION
 AW0511
 AW0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0511'4.0 MI W FROM GALVESTON.
 AW0511'4.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0511'THE UNION STATION AT GALVESTON, 0.1 MILE WEST OF THE CROSSING OF 77TH
 AW0511'STREET, IN THE TOP AND CENTER OF THE CONCRETE BASE OF A FORMER SIGNAL
 AW0511'LIGHT WHICH IS PROJECTING ABOUT 1 1/2 FEET ABOVE THE GROUND, 4 RAILS
 AW0511'EAST OF A 40 SIGN, 7.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 AW0511'HIGHER THAN THE TRACK.
 AW0511
 AW0511                          STATION RECOVERY (1978)
 AW0511
 AW0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0511'AN EXTENSIVE SEARCH WAS MADE BUT NOT RECOVERED. A SIGNAL BASE WAS
 AW0511'FOUND LYING ON ITS SIDE IN AREA OF DESCRIPTION, BUT NO DISK WAS
 AW0511'RECOVERED.
 AW0511
 AW0511                          STATION RECOVERY (1987)
 AW0511
 AW0511'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0511'RECOVERED IN GOOD CONDITION.
 AW0511
 AW0511                          STATION RECOVERY (1988)
 AW0511
 AW0511'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0511'RECOVERED IN GOOD CONDITION.
 AW0511
 AW0511                          STATION RECOVERY (1994)
 AW0511
 AW0511'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0511'MARK NOT FOUND.
 AW0511
 AW0511                          STATION RECOVERY (1995)
 AW0511
 AW0511'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0511'RECOVERED IN GOOD CONDITION.
 AW0511
 AW0511                          STATION RECOVERY (2003)
 AW0511
 AW0511'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0511'RECOVERED IN GOOD CONDITION.
 AW0511
 AW0511                          STATION RECOVERY (2004)
 AW0511
 AW0511'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0167 ***********************************************************************
 AW0167  DESIGNATION -  T 457
 AW0167  PID         -  AW0167
 AW0167  STATE/COUNTY-  TX/BRAZORIA
 AW0167  USGS QUAD   -  PEARLAND (1995)
 AW0167
 AW0167                         *CURRENT SURVEY CONTROL
 AW0167  ___________________________________________________________________
 AW0167* NAD 83(1993)-  29 33 26.79954(N)    095 17 02.71297(W)     ADJUSTED  
 AW0167* NAVD 88     -        14.067  (meters)      46.15   (feet)  ADJUSTED  
 AW0167  ___________________________________________________________________
 AW0167  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW0167  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW0167  DYNAMIC HT  -          14.048 (meters)      46.09  (feet)  COMP
 AW0167  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 AW0167
 AW0167  HORZ ORDER  -  SECOND
 AW0167  VERT ORDER  -  FIRST     CLASS I
 AW0167
 AW0167.The horizontal coordinates were established by classical geodetic methods
 AW0167.and adjusted by the National Geodetic Survey in February 1996..
 AW0167
 AW0167.The orthometric height was determined by differential leveling
 AW0167.and adjusted by the National Geodetic Survey in June 1991..
 AW0167
 AW0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0167
 AW0167.The geoid height was determined by GEOID03.
 AW0167
 AW0167.The dynamic height is computed by dividing the NAVD 88
 AW0167.geopotential number by the normal gravity value computed on the
 AW0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0167.degrees latitude (g = 980.6199 gals.).
 AW0167
 AW0167.The modeled gravity was interpolated from observed gravity values.
 AW0167
 AW0167;                    North         East     Units Scale Factor Converg.
 AW0167;SPC TXSC     - 4,196,797.198   960,007.635   MT  0.99987076   +1 49 13.7
 AW0167;SPC TXSC     -13,768,992.14  3,149,625.05   sFT  0.99987076   +1 49 13.7
 AW0167;UTM  15      - 3,271,924.886   278,703.913   MT  1.00020429   -1 07 37.9
 AW0167
 AW0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0167!SPC TXSC     -   1.00000205  x   0.99987076  =   0.99987281
 AW0167!UTM  15      -   1.00000205  x   1.00020429  =   1.00020634
 AW0167
 AW0167                          SUPERSEDED SURVEY CONTROL
 AW0167
 AW0167  NAD 83(1986)-  29 33 26.81352(N)    095 17 02.69184(W) AD(       ) 2
 AW0167  NAD 27      -  29 33 25.97205(N)    095 17 01.91848(W) AD(       ) 2
 AW0167  NGVD 29 (12/23/87)   14.063  (m)           46.14   (f) ADJUSTED    1 1
 AW0167
 AW0167.Superseded values are not recommended for survey control.
 AW0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0167.See file dsdata.txt to determine how the superseded data were derived.
 AW0167
 AW0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7870471925(NAD 83)
 AW0167_MARKER: DB = BENCH MARK DISK
 AW0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0167_SP_SET: CONCRETE POST
 AW0167_STAMPING: T 457 1951
 AW0167_MARK LOGO: CGS   
 AW0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0167+STABILITY: SURFACE MOTION
 AW0167
 AW0167  HISTORY     - Date     Condition        Report By
 AW0167  HISTORY     - 1951     MONUMENTED       CGS
 AW0167  HISTORY     - 1952     GOOD             CGS
 AW0167  HISTORY     - 1976     GOOD             USGS
 AW0167  HISTORY     - 1978     GOOD             DOD
 AW0167  HISTORY     - 1978     GOOD             NGS
 AW0167  HISTORY     - 1978     GOOD             NGS
 AW0167  HISTORY     - 1986     GOOD             NGS
 AW0167  HISTORY     - 1988     GOOD             USPSQD
 AW0167  HISTORY     - 1988     GOOD             USPSQD
 AW0167  HISTORY     - 1988     GOOD             USPSQD
 AW0167  HISTORY     - 1989     GOOD             USPSQD
 AW0167  HISTORY     - 1989     GOOD             USPSQD
 AW0167  HISTORY     - 1989     GOOD             USPSQD
 AW0167  HISTORY     - 1989     GOOD             USPSQD
 AW0167  HISTORY     - 1989     GOOD             USPSQD
 AW0167  HISTORY     - 1990     GOOD             USPSQD
 AW0167
 AW0167                          STATION DESCRIPTION
 AW0167
 AW0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AW0167'THE STATION IS LOCATED AT THE PEARLAND AIRPORT AND ABOUT 0.5 MILE
 AW0167'SOUTH OF THE CENTER OF PEARLAND.
 AW0167'
 AW0167'BENCH MARK T 457 WAS USED FOR REFERENCE MARK NUMBER 1.  IT IS
 AW0167'59 FEET EAST OF THE CENTER OF STATE HIGHWAY 35, 35 FEET EAST
 AW0167'SOUTHEAST OF A POWER LINE POLE, 4 FEET EAST OF THE NORTHWEST
 AW0167'CORNER OF A RED HANGAR AND 1 FOOT NORTH OF THE HANGAR.  IT IS A
 AW0167'STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN
 AW0167'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST.  IT IS STAMPED
 AW0167'T 457 1951 AND IS SET FLUSH.
 AW0167
 AW0167                          STATION RECOVERY (1976)
 AW0167
 AW0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW0167'IN PEARLAND.
 AW0167'AT PEARLAND, AT THE PEARLAND AIRPORT, 0.05 MILE EAST AND ACROSS A
 AW0167'FIELD AND MAIN STREET (HIGHWAY 35) FROM BENCH MARK U 457, 3.1 FEET
 AW0167'EAST OF THE NORTHWEST CORNER OF A CONCRETE FOUNDATION, 55.5 FEET EAST
 AW0167'OF THE CENTER LINE OF THE STREET, 1.2 FEET NORTH OF THE NORTH FACE OF
 AW0167'THE FOUNDATION, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.3 FOOT
 AW0167'LOWER THAN THE LEVEL OF THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE
 AW0167'ROAD.
 AW0167
 AW0167                          STATION RECOVERY (1978)
 AW0167
 AW0167'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0167'RECOVERED IN GOOD CONDITION.
 AW0167
 AW0167                          STATION RECOVERY (1978)
 AW0167
 AW0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0167'RECOVERED IN GOOD CONDITION.
 AW0167
 AW0167                          STATION RECOVERY (1978)
 AW0167
 AW0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0167'RECOVERED IN GOOD CONDITION.
 AW0167
 AW0167                          STATION RECOVERY (1986)
 AW0167
 AW0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0167'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--9.8 M
 AW0167'(32.2 FT) SOUTH-SOUTHEAST OF A UTILITY POLE, AND 0.1 M (0.3 FT) WEST
 AW0167'OF A WITNESS POST.
 AW0167
 AW0167                          STATION RECOVERY (1988)
 AW0167
 AW0167'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0167'RECOVERED IN GOOD CONDITION.
 AW0167
 AW0167                          STATION RECOVERY (1988)
 AW0167
 AW0167'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0167'RECOVERED IN GOOD CONDITION.
 AW0167
 AW0167                          STATION RECOVERY (1988)
 AW0167
 AW0167'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0167'RECOVERED IN GOOD CONDITION.
 AW0167
 AW0167                          STATION RECOVERY (1989)
 AW0167
 AW0167'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0167'RECOVERED IN GOOD CONDITION.
 AW0167
 AW0167                          STATION RECOVERY (1989)
 AW0167
 AW0167'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0167'RECOVERED IN GOOD CONDITION.
 AW0167
 AW0167                          STATION RECOVERY (1989)
 AW0167
 AW0167'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0167'RECOVERED IN GOOD CONDITION.
 AW0167
 AW0167                          STATION RECOVERY (1989)
 AW0167
 AW0167'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0167'RECOVERED IN GOOD CONDITION.
 AW0167
 AW0167                          STATION RECOVERY (1989)
 AW0167
 AW0167'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0167'RECOVERED IN GOOD CONDITION.
 AW0167
 AW0167                          STATION RECOVERY (1990)
 AW0167
 AW0167'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0232 ***********************************************************************
 CE0232  DESIGNATION -  T 460
 CE0232  PID         -  CE0232
 CE0232  STATE/COUNTY-  TX/EL PASO
 CE0232  USGS QUAD   -  SMELTERTOWN (1994)
 CE0232
 CE0232                         *CURRENT SURVEY CONTROL
 CE0232  ___________________________________________________________________
 CE0232* NAD 83(1986)-  31 45 44.     (N)    106 30 26.     (W)     SCALED    
 CE0232* NAVD 88     -      1138.627  (meters)    3735.65   (feet)  ADJUSTED  
 CE0232  ___________________________________________________________________
 CE0232  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CE0232  DYNAMIC HT  -        1136.930 (meters)    3730.08  (feet)  COMP
 CE0232  MODELED GRAV-     979,109.8   (mgal)                       NAVD 88
 CE0232
 CE0232  VERT ORDER  -  FIRST     CLASS II
 CE0232
 CE0232.The horizontal coordinates were scaled from a topographic map and have
 CE0232.an estimated accuracy of +/- 6 seconds.
 CE0232
 CE0232.The orthometric height was determined by differential leveling
 CE0232.and adjusted by the National Geodetic Survey in June 1991..
 CE0232
 CE0232.The geoid height was determined by GEOID03.
 CE0232
 CE0232.The dynamic height is computed by dividing the NAVD 88
 CE0232.geopotential number by the normal gravity value computed on the
 CE0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0232.degrees latitude (g = 980.6199 gals.).
 CE0232
 CE0232.The modeled gravity was interpolated from observed gravity values.
 CE0232
 CE0232;                    North         East    Units  Estimated Accuracy
 CE0232;SPC TX C     - 3,248,540.      115,430.      MT  (+/- 180 meters Scaled)
 CE0232
 CE0232                          SUPERSEDED SURVEY CONTROL
 CE0232
 CE0232  NGVD 29 (??/??/92) 1138.092  (m)         3733.89   (f) ADJ UNCH    1 2
 CE0232
 CE0232.Superseded values are not recommended for survey control.
 CE0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0232.See file dsdata.txt to determine how the superseded data were derived.
 CE0232
 CE0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR572150(NAD 83)
 CE0232_MARKER: DB = BENCH MARK DISK
 CE0232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0232_SP_SET: CULVERT HEADWALL
 CE0232_STAMPING: T 460 1952
 CE0232_MARK LOGO: CGS   
 CE0232_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0232+STABILITY: SURFACE MOTION
 CE0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0232+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1994
 CE0232
 CE0232  HISTORY     - Date     Condition        Report By
 CE0232  HISTORY     - 1952     MONUMENTED       CGS
 CE0232  HISTORY     - 1958     GOOD             NGS
 CE0232  HISTORY     - 1981     GOOD             NGS
 CE0232  HISTORY     - 19940415 GOOD             NGS
 CE0232
 CE0232                          STATION DESCRIPTION
 CE0232
 CE0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0232'0.8 MI NW FROM EL PASO.
 CE0232'0.8 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CE0232'FROM UNION STATION AT EL PASO, EL PASO COUNTY, 208 YARDS SOUTHEAST OF
 CE0232'SEMAPHORE 1154.1, AT THE NORTHWEST END OF THE HART VIADUCT, 52.2 FEET
 CE0232'SOUTHWEST OF THE SOUTHWEST RAIL, 5.7 FEET NORTHEAST OF THE NORTHEAST
 CE0232'EDGE OF A SIDEWALK, AT A SMALL CONCRETE CULVERT UNDER A CONCRETE
 CE0232'HIGHWAY WHICH PASSES BELOW THE VIADUCT APPROACH, AND IN THE TOP OF THE
 CE0232'NORTHWEST END OF THE NORTHEAST HEADWALL.
 CE0232
 CE0232                          STATION RECOVERY (1981)
 CE0232
 CE0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0232'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CE0232'IN EL PASO, AT THE JUNCTION OF PAISANO STREET AND YANDELL DRIVE,
 CE0232'IN TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE
 CE0232'CULVERT AT THE NORTHWEST END OF HART VIADUCT, 190.2 METERS (624.0 FT)
 CE0232'SOUTHEAST OF RAILROAD SIGNAL 1154.1, 105.2 METERS (345.0 FT) SOUTHEAST
 CE0232'OF THE CENTER OF THE ENTRANCE TO TAYLOR-SIMPKINS INC, 15.9 METERS
 CE0232'(52.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND
 CE0232'SANTA FE RAILROAD, 6.1 METERS (20.0 FT) NORTHEAST OF THE CENTERLINE
 CE0232'OF THE WEST BOUND LANES OF PAISANO STREET, 1.8 METERS (5.7 FT)
 CE0232'NORTHEAST OF THE NORTHEAST EDGE OF A SIDE WALK AND 0.5 METERS
 CE0232'(1.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 CE0232
 CE0232                          STATION RECOVERY (1994)
 CE0232
 CE0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0232'0.2 KM (0.10 MI) SOUTHERLY ALONG SOUTH KANSAS STREET FROM THE
 CE0232'COURTHOUSE IN EL PASO, THENCE 2.4 KM (1.50 MI) NORTHWESTERLY ALONG
 CE0232'PAISANO DRIVE, 16.0 M (52.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 CE0232'SANTA FE RAILROAD, 6.9 M (22.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 CE0232'NORTHBOUND LANES OF THE DRIVE, 6.2 M (20.3 FT) SOUTHWEST OF THE
 CE0232'CENTER OF YANDEL DRIVE, 0.4 M (1.3 FT) SOUTHEAST OF THE NORTHWEST END
 CE0232'OF A CULVERT, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1392 ***********************************************************************
 AY1392  DESIGNATION -  T 461
 AY1392  PID         -  AY1392
 AY1392  STATE/COUNTY-  TX/REAL
 AY1392  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1392
 AY1392                         *CURRENT SURVEY CONTROL
 AY1392  ___________________________________________________________________
 AY1392* NAD 83(1986)-  29 38 57.     (N)    099 58 26.     (W)     SCALED    
 AY1392* NAVD 88     -       446.525  (meters)    1464.97   (feet)  ADJUSTED  
 AY1392  ___________________________________________________________________
 AY1392  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AY1392  DYNAMIC HT  -         445.863 (meters)    1462.80  (feet)  COMP
 AY1392  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 AY1392
 AY1392  VERT ORDER  -  SECOND    CLASS 0
 AY1392
 AY1392.The horizontal coordinates were scaled from a topographic map and have
 AY1392.an estimated accuracy of +/- 6 seconds.
 AY1392
 AY1392.The orthometric height was determined by differential leveling
 AY1392.and adjusted by the National Geodetic Survey in June 1991..
 AY1392
 AY1392.The geoid height was determined by GEOID03.
 AY1392
 AY1392.The dynamic height is computed by dividing the NAVD 88
 AY1392.geopotential number by the normal gravity value computed on the
 AY1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1392.degrees latitude (g = 980.6199 gals.).
 AY1392
 AY1392.The modeled gravity was interpolated from observed gravity values.
 AY1392
 AY1392;                    North         East    Units  Estimated Accuracy
 AY1392;SPC TXSC     - 4,201,640.      505,720.      MT  (+/- 180 meters Scaled)
 AY1392
 AY1392                          SUPERSEDED SURVEY CONTROL
 AY1392
 AY1392  NGVD 29 (??/??/92)  446.427  (m)         1464.65   (f) ADJ UNCH    2 0
 AY1392
 AY1392.Superseded values are not recommended for survey control.
 AY1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1392.See file dsdata.txt to determine how the superseded data were derived.
 AY1392
 AY1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT057803(NAD 83)
 AY1392_MARKER: DB = BENCH MARK DISK
 AY1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1392_STAMPING: T 461 1953
 AY1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1392+STABILITY: SURFACE MOTION
 AY1392
 AY1392  HISTORY     - Date     Condition        Report By
 AY1392  HISTORY     - 1953     MONUMENTED       CGS
 AY1392  HISTORY     - 20010331 GOOD             NGS
 AY1392  HISTORY     - 20010801 GOOD             NGS
 AY1392
 AY1392                          STATION DESCRIPTION
 AY1392
 AY1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1392'3.8 MI SE FROM CAMP WOOD.
 AY1392'1.8 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP
 AY1392'WOOD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, 0.2 MILE EAST OF
 AY1392'A FENCE, 100 YARDS WEST OF THE CENTER OF A ROCKY WASH, 143 FEET
 AY1392'NORTHWEST OF A POWER POLE, 116 FEET NORTH OF THE CENTER LINE OF THE
 AY1392'ROAD, 52.5 FEET NORTHEAST OF THE NORTHEAST LEG OF A WINDMILL TOWER,
 AY1392'2.7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1392'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1392
 AY1392                          STATION RECOVERY (2001)
 AY1392
 AY1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1392'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1392
 AY1392                          STATION RECOVERY (2001)
 AY1392
 AY1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1392'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1125 ***********************************************************************
 AY1125  DESIGNATION -  T 462
 AY1125  PID         -  AY1125
 AY1125  STATE/COUNTY-  TX/BANDERA
 AY1125  USGS QUAD   -  ROCK CLIFF RESERVOIR (1982)
 AY1125
 AY1125                         *CURRENT SURVEY CONTROL
 AY1125  ___________________________________________________________________
 AY1125* NAD 83(1986)-  29 47 23.     (N)    099 12 48.     (W)     SCALED    
 AY1125* NAVD 88     -       425.282  (meters)    1395.28   (feet)  ADJUSTED  
 AY1125  ___________________________________________________________________
 AY1125  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AY1125  DYNAMIC HT  -         424.667 (meters)    1393.26  (feet)  COMP
 AY1125  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 AY1125
 AY1125  VERT ORDER  -  SECOND    CLASS 0
 AY1125
 AY1125.The horizontal coordinates were scaled from a topographic map and have
 AY1125.an estimated accuracy of +/- 6 seconds.
 AY1125
 AY1125.The orthometric height was determined by differential leveling
 AY1125.and adjusted by the National Geodetic Survey in June 1991..
 AY1125
 AY1125.The geoid height was determined by GEOID03.
 AY1125
 AY1125.The dynamic height is computed by dividing the NAVD 88
 AY1125.geopotential number by the normal gravity value computed on the
 AY1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1125.degrees latitude (g = 980.6199 gals.).
 AY1125
 AY1125.The modeled gravity was interpolated from observed gravity values.
 AY1125
 AY1125;                    North         East    Units  Estimated Accuracy
 AY1125;SPC TXSC     - 4,216,840.      579,380.      MT  (+/- 180 meters Scaled)
 AY1125
 AY1125                          SUPERSEDED SURVEY CONTROL
 AY1125
 AY1125  NGVD 29 (??/??/92)  425.175  (m)         1394.93   (f) ADJ UNCH    2 0
 AY1125
 AY1125.Superseded values are not recommended for survey control.
 AY1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1125.See file dsdata.txt to determine how the superseded data were derived.
 AY1125
 AY1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT793955(NAD 83)
 AY1125_MARKER: DB = BENCH MARK DISK
 AY1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1125_STAMPING: T 462 1953
 AY1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1125+STABILITY: SURFACE MOTION
 AY1125
 AY1125  HISTORY     - Date     Condition        Report By
 AY1125  HISTORY     - 1953     MONUMENTED       CGS
 AY1125  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1125  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1125
 AY1125                          STATION DESCRIPTION
 AY1125
 AY1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1125'2.2 MI SE FROM MEDINA.
 AY1125'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1125'MEDINA, 93 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD
 AY1125'LEADING NORTHEAST, 75 FEET NORTHEAST OF THE CENTER LINE OF THE
 AY1125'HIGHWAY, 72 FEET SOUTHEAST OF A FENCE CORNER, 31 FEET EAST OF A 10
 AY1125'INCH MESQUITE TREE, 1.8 FEET SOUTHWEST OF A FENCE, 1.3 FEET NORTHWEST
 AY1125'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1125'0.1 FOOT ABOVE THE GROUND.
 AY1125
 AY1125                          STATION RECOVERY (1990)
 AY1125
 AY1125'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1125'MARK NOT FOUND.
 AY1125
 AY1125                          STATION RECOVERY (1993)
 AY1125
 AY1125'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1158 ***********************************************************************
 AY1158  DESIGNATION -  T 463
 AY1158  PID         -  AY1158
 AY1158  STATE/COUNTY-  TX/BANDERA
 AY1158  USGS QUAD   -  BANDERA (1982)
 AY1158
 AY1158                         *CURRENT SURVEY CONTROL
 AY1158  ___________________________________________________________________
 AY1158* NAD 83(1986)-  29 44 58.     (N)    099 02 06.     (W)     SCALED    
 AY1158* NAVD 88     -       404.794  (meters)    1328.06   (feet)  ADJUSTED  
 AY1158  ___________________________________________________________________
 AY1158  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AY1158  DYNAMIC HT  -         404.209 (meters)    1326.14  (feet)  COMP
 AY1158  MODELED GRAV-     979,185.9   (mgal)                       NAVD 88
 AY1158
 AY1158  VERT ORDER  -  SECOND    CLASS 0
 AY1158
 AY1158.The horizontal coordinates were scaled from a topographic map and have
 AY1158.an estimated accuracy of +/- 6 seconds.
 AY1158
 AY1158.The orthometric height was determined by differential leveling
 AY1158.and adjusted by the National Geodetic Survey in June 1991..
 AY1158
 AY1158.The geoid height was determined by GEOID03.
 AY1158
 AY1158.The dynamic height is computed by dividing the NAVD 88
 AY1158.geopotential number by the normal gravity value computed on the
 AY1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1158.degrees latitude (g = 980.6199 gals.).
 AY1158
 AY1158.The modeled gravity was interpolated from observed gravity values.
 AY1158
 AY1158;                    North         East    Units  Estimated Accuracy
 AY1158;SPC TXSC     - 4,212,360.      596,620.      MT  (+/- 180 meters Scaled)
 AY1158
 AY1158                          SUPERSEDED SURVEY CONTROL
 AY1158
 AY1158  NGVD 29 (??/??/92)  404.691  (m)         1327.72   (f) ADJ UNCH    2 0
 AY1158
 AY1158.Superseded values are not recommended for survey control.
 AY1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1158.See file dsdata.txt to determine how the superseded data were derived.
 AY1158
 AY1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT966910(NAD 83)
 AY1158_MARKER: DB = BENCH MARK DISK
 AY1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1158_STAMPING: T 463 1953
 AY1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1158+STABILITY: SURFACE MOTION
 AY1158
 AY1158  HISTORY     - Date     Condition        Report By
 AY1158  HISTORY     - 1953     MONUMENTED       CGS
 AY1158  HISTORY     - 19931117 GOOD             USPSQD
 AY1158
 AY1158                          STATION DESCRIPTION
 AY1158
 AY1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1158'3.95 MI SE FROM BANDERA.
 AY1158'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1158'BANDERA, THENCE 0.65 MILE NORTHWEST ALONG AN OILED ROAD, AT THE SOUTH
 AY1158'ENTRANCE TO THE PURPLE SAGE AIRPORT, 135 FEET WEST OF THE CENTER LINE
 AY1158'OF THE NORTH AND SOUTH RUNWAY, 23 FEET EAST OF THE CENTER LINE OF AN
 AY1158'OILED DRIVEWAY, 2 FEET SOUTH OF A LARGE WHITE STONE POST, 2.8 FEET
 AY1158'WEST OF A BOARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 AY1158'FLUSH WITH THE GROUND.
 AY1158
 AY1158                          STATION RECOVERY (1993)
 AY1158
 AY1158'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0155 ***********************************************************************
 BN0155  DESIGNATION -  T 464
 BN0155  PID         -  BN0155
 BN0155  STATE/COUNTY-  TX/GILLESPIE
 BN0155  USGS QUAD   -  STONEWALL (1961)
 BN0155
 BN0155                         *CURRENT SURVEY CONTROL
 BN0155  ___________________________________________________________________
 BN0155* NAD 83(1986)-  30 13 19.     (N)    098 44 32.     (W)     SCALED    
 BN0155* NAVD 88     -       458.410  (meters)    1503.97   (feet)  POSTED    
 BN0155  ___________________________________________________________________
 BN0155  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BN0155  DYNAMIC HT  -         457.780 (meters)    1501.90  (feet)  COMP
 BN0155  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 BN0155
 BN0155  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0155
 BN0155.The horizontal coordinates were scaled from a topographic map and have
 BN0155.an estimated accuracy of +/- 6 seconds.
 BN0155
 BN0155.The orthometric height was determined by differential leveling
 BN0155.and adjusted by the National Geodetic Survey in 1992..
 BN0155.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0155.rate of 1.1 thru 2.0 mm/km.
 BN0155
 BN0155.The geoid height was determined by GEOID03.
 BN0155
 BN0155.The dynamic height is computed by dividing the NAVD 88
 BN0155.geopotential number by the normal gravity value computed on the
 BN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0155.degrees latitude (g = 980.6199 gals.).
 BN0155
 BN0155.The modeled gravity was interpolated from observed gravity values.
 BN0155
 BN0155;                    North         East    Units  Estimated Accuracy
 BN0155;SPC TX C     - 3,062,650.      853,170.      MT  (+/- 180 meters Scaled)
 BN0155
 BN0155                          SUPERSEDED SURVEY CONTROL
 BN0155
 BN0155  NGVD 29 (??/??/92)  458.355  (m)         1503.79   (f) ADJ UNCH    2 0
 BN0155
 BN0155.Superseded values are not recommended for survey control.
 BN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0155.See file dsdata.txt to determine how the superseded data were derived.
 BN0155
 BN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU248434(NAD 83)
 BN0155_MARKER: DB = BENCH MARK DISK
 BN0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0155_STAMPING: T 464 1953
 BN0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0155+STABILITY: SURFACE MOTION
 BN0155
 BN0155  HISTORY     - Date     Condition        Report By
 BN0155  HISTORY     - 1953     MONUMENTED       CGS
 BN0155  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0155  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0155
 BN0155                          STATION DESCRIPTION
 BN0155
 BN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0155'5.35 MI W FROM STONEWALL.
 BN0155'5.35 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0155'STONEWALL, 155 FEET WEST OF THE SOUTHWEST CORNER OF THE HOHENBERGER
 BN0155'BROTHERS STORE, 131 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 98
 BN0155'FEET SOUTHEAST OF A POWER POLE, 1.7 FEET EAST OF A FENCE, 2 FEET NORTH
 BN0155'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BN0155'0.5 FOOT ABOVE THE GROUND.
 BN0155
 BN0155                          STATION RECOVERY (1993)
 BN0155
 BN0155'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0155'MARK NOT FOUND.
 BN0155
 BN0155                          STATION RECOVERY (1996)
 BN0155
 BN0155'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0438 ***********************************************************************
 AY0438  DESIGNATION -  T 465
 AY0438  PID         -  AY0438
 AY0438  STATE/COUNTY-  TX/BEXAR
 AY0438  USGS QUAD   -  TERRELL WELLS (1992)
 AY0438
 AY0438                         *CURRENT SURVEY CONTROL
 AY0438  ___________________________________________________________________
 AY0438* NAD 83(1986)-  29 19 16.     (N)    098 31 40.     (W)     SCALED    
 AY0438* NAVD 88     -       194.878  (meters)     639.36   (feet)  ADJUSTED  
 AY0438  ___________________________________________________________________
 AY0438  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0438  DYNAMIC HT  -         194.596 (meters)     638.44  (feet)  COMP
 AY0438  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 AY0438
 AY0438  VERT ORDER  -  FIRST     CLASS II
 AY0438
 AY0438.The horizontal coordinates were scaled from a topographic map and have
 AY0438.an estimated accuracy of +/- 6 seconds.
 AY0438
 AY0438.The orthometric height was determined by differential leveling
 AY0438.and adjusted by the National Geodetic Survey in June 1991..
 AY0438
 AY0438.The geoid height was determined by GEOID03.
 AY0438
 AY0438.The dynamic height is computed by dividing the NAVD 88
 AY0438.geopotential number by the normal gravity value computed on the
 AY0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0438.degrees latitude (g = 980.6199 gals.).
 AY0438
 AY0438.The modeled gravity was interpolated from observed gravity values.
 AY0438
 AY0438;                    North         East    Units  Estimated Accuracy
 AY0438;SPC TXSC     - 4,164,980.      645,860.      MT  (+/- 180 meters Scaled)
 AY0438
 AY0438                          SUPERSEDED SURVEY CONTROL
 AY0438
 AY0438  NGVD 29 (??/??/92)  194.783  (m)          639.05   (f) ADJ UNCH    1 2
 AY0438
 AY0438.Superseded values are not recommended for survey control.
 AY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0438.See file dsdata.txt to determine how the superseded data were derived.
 AY0438
 AY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT458436(NAD 83)
 AY0438_MARKER: DB = BENCH MARK DISK
 AY0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0438_STAMPING: T 465 1952
 AY0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0438+STABILITY: SURFACE MOTION
 AY0438
 AY0438  HISTORY     - Date     Condition        Report By
 AY0438  HISTORY     - 1952     MONUMENTED       CGS
 AY0438  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0438  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0438  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0438
 AY0438                          STATION DESCRIPTION
 AY0438
 AY0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0438'IN SAN ANTONIO.
 AY0438'AT SAN ANTONIO, 3.1 MILES WEST ALONG CHAVANAUX ROAD FROM ITS JUNCTION
 AY0438'WITH U.S. HIGHWAY 281, 0.2 MILE EAST OF A JUNCTION WITH SOUTH
 AY0438'ZARZAMORA STREET, 27 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 AY0438'ROAD, 6 FEET NORTH OF A FENCE, 2 FEET EAST OF A FENCE LEADING NORTH,
 AY0438'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AY0438'GROUND.
 AY0438
 AY0438                          STATION RECOVERY (1966)
 AY0438
 AY0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0438'MARK NOT FOUND.
 AY0438
 AY0438                          STATION RECOVERY (1989)
 AY0438
 AY0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0438'MARK NOT FOUND.
 AY0438
 AY0438                          STATION RECOVERY (1999)
 AY0438
 AY0438'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0669 ***********************************************************************
 AY0669  DESIGNATION -  T 466
 AY0669  PID         -  AY0669
 AY0669  STATE/COUNTY-  TX/BEXAR
 AY0669  USGS QUAD   -  CULEBRA HILL (1993)
 AY0669
 AY0669                         *CURRENT SURVEY CONTROL
 AY0669  ___________________________________________________________________
 AY0669* NAD 83(1986)-  29 23 51.     (N)    098 38 53.     (W)     SCALED    
 AY0669* NAVD 88     -       245.056  (meters)     803.99   (feet)  ADJUSTED  
 AY0669  ___________________________________________________________________
 AY0669  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AY0669  DYNAMIC HT  -         244.701 (meters)     802.82  (feet)  COMP
 AY0669  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 AY0669
 AY0669  VERT ORDER  -  FIRST     CLASS II
 AY0669
 AY0669.The horizontal coordinates were scaled from a topographic map and have
 AY0669.an estimated accuracy of +/- 6 seconds.
 AY0669
 AY0669.The orthometric height was determined by differential leveling
 AY0669.and adjusted by the National Geodetic Survey in June 1991..
 AY0669
 AY0669.The geoid height was determined by GEOID03.
 AY0669
 AY0669.The dynamic height is computed by dividing the NAVD 88
 AY0669.geopotential number by the normal gravity value computed on the
 AY0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0669.degrees latitude (g = 980.6199 gals.).
 AY0669
 AY0669.The modeled gravity was interpolated from observed gravity values.
 AY0669
 AY0669;                    North         East    Units  Estimated Accuracy
 AY0669;SPC TXSC     - 4,173,400.      634,160.      MT  (+/- 180 meters Scaled)
 AY0669
 AY0669                          SUPERSEDED SURVEY CONTROL
 AY0669
 AY0669  NGVD 29 (??/??/92)  244.946  (m)          803.63   (f) ADJ UNCH    1 2
 AY0669
 AY0669.Superseded values are not recommended for survey control.
 AY0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0669.See file dsdata.txt to determine how the superseded data were derived.
 AY0669
 AY0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT341520(NAD 83)
 AY0669_MARKER: DB = BENCH MARK DISK
 AY0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0669_STAMPING: T 466 1952
 AY0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0669+STABILITY: SURFACE MOTION
 AY0669
 AY0669  HISTORY     - Date     Condition        Report By
 AY0669  HISTORY     - 1952     MONUMENTED       CGS
 AY0669  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0669  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0669
 AY0669                          STATION DESCRIPTION
 AY0669
 AY0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0669'IN SAN ANTONIO.
 AY0669'AT SAN ANTONIO, 1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM ITS
 AY0669'JUNCTION WITH LOOP 13 (MILITARY DRIVE), 78 FEET SOUTHWEST OF THE
 AY0669'EXTENDED CENTER LINE OF SCOLPUT-GROTE ROAD, 58 FEET SOUTHEAST OF THE
 AY0669'CENTER LINE OF U.S. HIGHWAY 90, 5.6 FEET NORTHEAST OF A FENCE LEADING
 AY0669'SOUTHEAST, 1.6 FEET NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 AY0669'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0669
 AY0669                          STATION RECOVERY (1966)
 AY0669
 AY0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0669'MARK NOT FOUND.
 AY0669
 AY0669                          STATION RECOVERY (1999)
 AY0669
 AY0669'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0207 ***********************************************************************
 BP0207  DESIGNATION -  T 467
 BP0207  PID         -  BP0207
 BP0207  STATE/COUNTY-  TX/PECOS
 BP0207  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0207
 BP0207                         *CURRENT SURVEY CONTROL
 BP0207  ___________________________________________________________________
 BP0207* NAD 83(1986)-  30 54 41.     (N)    102 51 32.     (W)     SCALED    
 BP0207* NAVD 88     -       890.805  (meters)    2922.58   (feet)  ADJUSTED  
 BP0207  ___________________________________________________________________
 BP0207  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BP0207  DYNAMIC HT  -         889.457 (meters)    2918.16  (feet)  COMP
 BP0207  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 BP0207
 BP0207  VERT ORDER  -  SECOND    CLASS 0
 BP0207
 BP0207.The horizontal coordinates were scaled from a topographic map and have
 BP0207.an estimated accuracy of +/- 6 seconds.
 BP0207
 BP0207.The orthometric height was determined by differential leveling
 BP0207.and adjusted by the National Geodetic Survey in June 1991..
 BP0207
 BP0207.The geoid height was determined by GEOID03.
 BP0207
 BP0207.The dynamic height is computed by dividing the NAVD 88
 BP0207.geopotential number by the normal gravity value computed on the
 BP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0207.degrees latitude (g = 980.6199 gals.).
 BP0207
 BP0207.The modeled gravity was interpolated from observed gravity values.
 BP0207
 BP0207;                    North         East    Units  Estimated Accuracy
 BP0207;SPC TX C     - 3,140,720.      458,630.      MT  (+/- 180 meters Scaled)
 BP0207
 BP0207                          SUPERSEDED SURVEY CONTROL
 BP0207
 BP0207  NGVD 29 (??/??/92)  890.480  (m)         2921.52   (f) ADJ UNCH    2 0
 BP0207
 BP0207.Superseded values are not recommended for survey control.
 BP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0207.See file dsdata.txt to determine how the superseded data were derived.
 BP0207
 BP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ046217(NAD 83)
 BP0207_MARKER: DB = BENCH MARK DISK
 BP0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0207_STAMPING: T 467 1935 2921.516
 BP0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0207+STABILITY: SURFACE MOTION
 BP0207
 BP0207  HISTORY     - Date     Condition        Report By
 BP0207  HISTORY     - 1935     MONUMENTED       CGS
 BP0207  HISTORY     - 1958     GOOD             NGS
 BP0207  HISTORY     - 1981     GOOD             NGS
 BP0207
 BP0207                          STATION DESCRIPTION
 BP0207
 BP0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0207'1.6 MI NE FROM FORT STOCKTON.
 BP0207'ABOUT 1.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0207'FROM THE STATION AT FORT STOCKTON, 4 FEET SOUTHWEST OF THE 3RD POLE
 BP0207'SOUTHWEST OF MILEPOST 880, 40 FEET NORTHWEST OF THE NORTHWEST RAIL, 35
 BP0207'1/2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE IRRIGATION
 BP0207'DITCH, IN LINE WITH A ROW OF TELEPHONE POLES, 5 1/2 FEET SOUTHEAST OF
 BP0207'A FENCE, 3 1/2 FEET WEST OF A 2-INCH BREATHER PIPE FOR A GAS LINE, 1
 BP0207'FOOT NORTHEAST OF A CONCRETE WITNESS POST, ABOUT 8 FEET BELOW THE
 BP0207'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BP0207'INCHES.
 BP0207
 BP0207                          STATION RECOVERY (1981)
 BP0207
 BP0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0237 ***********************************************************************
 BP0237  DESIGNATION -  T 468
 BP0237  PID         -  BP0237
 BP0237  STATE/COUNTY-  TX/BREWSTER
 BP0237  USGS QUAD   -  LAST CHANCE MESA (1980)
 BP0237
 BP0237                         *CURRENT SURVEY CONTROL
 BP0237  ___________________________________________________________________
 BP0237* NAD 83(1986)-  30 31 55.     (N)    103 32 12.     (W)     SCALED    
 BP0237* NAVD 88     -      1192.589  (meters)    3912.69   (feet)  ADJUSTED  
 BP0237  ___________________________________________________________________
 BP0237  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 BP0237  DYNAMIC HT  -        1190.692 (meters)    3906.46  (feet)  COMP
 BP0237  MODELED GRAV-     979,009.3   (mgal)                       NAVD 88
 BP0237
 BP0237  VERT ORDER  -  SECOND    CLASS 0
 BP0237
 BP0237.The horizontal coordinates were scaled from a topographic map and have
 BP0237.an estimated accuracy of +/- 6 seconds.
 BP0237
 BP0237.The orthometric height was determined by differential leveling
 BP0237.and adjusted by the National Geodetic Survey in June 1991..
 BP0237
 BP0237.The geoid height was determined by GEOID03.
 BP0237
 BP0237.The dynamic height is computed by dividing the NAVD 88
 BP0237.geopotential number by the normal gravity value computed on the
 BP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0237.degrees latitude (g = 980.6199 gals.).
 BP0237
 BP0237.The modeled gravity was interpolated from observed gravity values.
 BP0237
 BP0237;                    North         East    Units  Estimated Accuracy
 BP0237;SPC TXSC     - 4,307,540.      164,700.      MT  (+/- 180 meters Scaled)
 BP0237
 BP0237                          SUPERSEDED SURVEY CONTROL
 BP0237
 BP0237  NGVD 29 (??/??/92) 1192.173  (m)         3911.32   (f) ADJ UNCH    2 0
 BP0237
 BP0237.Superseded values are not recommended for survey control.
 BP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0237.See file dsdata.txt to determine how the superseded data were derived.
 BP0237
 BP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP403786(NAD 83)
 BP0237_MARKER: DB = BENCH MARK DISK
 BP0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0237_STAMPING: T 468 1935 3911.321
 BP0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0237+STABILITY: SURFACE MOTION
 BP0237
 BP0237  HISTORY     - Date     Condition        Report By
 BP0237  HISTORY     - 1935     MONUMENTED       CGS
 BP0237  HISTORY     - 1958     GOOD             NGS
 BP0237
 BP0237                          STATION DESCRIPTION
 BP0237
 BP0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0237'15.2 MI NE FROM ALPINE.
 BP0237'ABOUT 15.2 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0237'FROM THE STATION AT ALPINE, 44 1/2 FEET NORTHWEST OF THE 2ND POLE
 BP0237'SOUTHWEST OF MILEPOST 929, 88 FEET NORTHWEST OF THE NORTHWEST RAIL, 6
 BP0237'POLES NORTHEAST OF A ROAD CROSSING, 1 1/2 POLES SOUTHWEST OF A WOODEN
 BP0237'TRESTLE, 70 1/2 FEET NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE, 3
 BP0237'FEET NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1
 BP0237'FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BP0237'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0459 ***********************************************************************
 BP0459  DESIGNATION -  T 469
 BP0459  PID         -  BP0459
 BP0459  STATE/COUNTY-  TX/JEFF DAVIS
 BP0459  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0459
 BP0459                         *CURRENT SURVEY CONTROL
 BP0459  ___________________________________________________________________
 BP0459* NAD 83(1986)-  30 38 50.     (N)    103 48 59.     (W)     SCALED    
 BP0459* NAVD 88     -      1405.077  (meters)    4609.82   (feet)  POSTED    
 BP0459  ___________________________________________________________________
 BP0459  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 BP0459  DYNAMIC HT  -        1402.830 (meters)    4602.45  (feet)  COMP
 BP0459  MODELED GRAV-     978,989.4   (mgal)                       NAVD 88
 BP0459
 BP0459  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0459
 BP0459.The horizontal coordinates were scaled from a topographic map and have
 BP0459.an estimated accuracy of +/- 6 seconds.
 BP0459
 BP0459.The orthometric height was determined by differential leveling
 BP0459.and adjusted by the National Geodetic Survey in 1992..
 BP0459.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0459.rate of 1.1 thru 2.0 mm/km.
 BP0459
 BP0459.The geoid height was determined by GEOID03.
 BP0459
 BP0459.The dynamic height is computed by dividing the NAVD 88
 BP0459.geopotential number by the normal gravity value computed on the
 BP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0459.degrees latitude (g = 980.6199 gals.).
 BP0459
 BP0459.The modeled gravity was interpolated from observed gravity values.
 BP0459
 BP0459;                    North         East    Units  Estimated Accuracy
 BP0459;SPC TX C     - 3,113,930.      366,220.      MT  (+/- 180 meters Scaled)
 BP0459
 BP0459                          SUPERSEDED SURVEY CONTROL
 BP0459
 BP0459  NGVD 29 (??/??/92) 1404.583  (m)         4608.20   (f) ADJ UNCH    2 0
 BP0459
 BP0459.Superseded values are not recommended for survey control.
 BP0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0459.See file dsdata.txt to determine how the superseded data were derived.
 BP0459
 BP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP134911(NAD 83)
 BP0459_MARKER: DB = BENCH MARK DISK
 BP0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0459_SP_SET: CULVERT
 BP0459_STAMPING: T 469 1934 4608.429
 BP0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0459
 BP0459  HISTORY     - Date     Condition        Report By
 BP0459  HISTORY     - 1934     MONUMENTED       CGS
 BP0459  HISTORY     - 1958     GOOD             NGS
 BP0459  HISTORY     - 1971     MARK NOT FOUND   USGS
 BP0459  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BP0459  HISTORY     - 1989     GOOD             USPSQD
 BP0459  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0459  HISTORY     - 20030323 MARK NOT FOUND   USPSQD
 BP0459
 BP0459                          STATION DESCRIPTION
 BP0459
 BP0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0459'6.95 MI NE FROM FORT DAVIS.
 BP0459'ABOUT 6.95 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0459'COURTHOUSE AT FORT DAVIS, IN THE TOP AND CENTER OF THE NORTHWEST
 BP0459'CONCRETE HEADWALL OF A 2-CHANNEL CONCRETE CULVERT, 16 FEET NORTHWEST
 BP0459'OF THE CENTER LINE OF THE HIGHWAY, ABOUT MIDWAY OF TWO CURVES IN THE
 BP0459'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BP0459
 BP0459                          STATION RECOVERY (1971)
 BP0459
 BP0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BP0459'MARK NOT FOUND.
 BP0459
 BP0459                          STATION RECOVERY (1988)
 BP0459
 BP0459'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0459'MARK NOT FOUND.
 BP0459
 BP0459                          STATION RECOVERY (1989)
 BP0459
 BP0459'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0459'RECOVERED IN GOOD CONDITION.
 BP0459
 BP0459                          STATION RECOVERY (1996)
 BP0459
 BP0459'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0459'MARK NOT FOUND.
 BP0459
 BP0459                          STATION RECOVERY (2003)
 BP0459
 BP0459'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0513 ***********************************************************************
 AH0513  DESIGNATION -  T 47
 AH0513  PID         -  AH0513
 AH0513  STATE/COUNTY-  TX/KENEDY
 AH0513  USGS QUAD   -  SARITA (1979)
 AH0513
 AH0513                         *CURRENT SURVEY CONTROL
 AH0513  ___________________________________________________________________
 AH0513* NAD 83(1986)-  27 09 20.     (N)    097 48 02.     (W)     SCALED    
 AH0513* NAVD 88     -        11.942  (meters)      39.18   (feet)  ADJUSTED  
 AH0513  ___________________________________________________________________
 AH0513  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AH0513  DYNAMIC HT  -          11.923 (meters)      39.12  (feet)  COMP
 AH0513  MODELED GRAV-     979,087.6   (mgal)                       NAVD 88
 AH0513
 AH0513  VERT ORDER  -  FIRST     CLASS II
 AH0513
 AH0513.The horizontal coordinates were scaled from a topographic map and have
 AH0513.an estimated accuracy of +/- 6 seconds.
 AH0513
 AH0513.The orthometric height was determined by differential leveling
 AH0513.and adjusted by the National Geodetic Survey in June 1991..
 AH0513
 AH0513.The geoid height was determined by GEOID03.
 AH0513
 AH0513.The dynamic height is computed by dividing the NAVD 88
 AH0513.geopotential number by the normal gravity value computed on the
 AH0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0513.degrees latitude (g = 980.6199 gals.).
 AH0513
 AH0513.The modeled gravity was interpolated from observed gravity values.
 AH0513
 AH0513;                    North         East    Units  Estimated Accuracy
 AH0513;SPC TX S     - 5,165,150.      369,320.      MT  (+/- 180 meters Scaled)
 AH0513
 AH0513                          SUPERSEDED SURVEY CONTROL
 AH0513
 AH0513  NGVD 29 (??/??/92)   12.041  (m)           39.50   (f) ADJ UNCH    1 2
 AH0513
 AH0513.Superseded values are not recommended for survey control.
 AH0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0513.See file dsdata.txt to determine how the superseded data were derived.
 AH0513
 AH0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR188042(NAD 83)
 AH0513_MARKER: DB = BENCH MARK DISK
 AH0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0513_STAMPING: T-47 1917 ELEV 39.524 FT
 AH0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0513+STABILITY: SURFACE MOTION
 AH0513
 AH0513  HISTORY     - Date     Condition        Report By
 AH0513  HISTORY     - 1917     MONUMENTED       CGS
 AH0513  HISTORY     - 1975     POOR             USGS
 AH0513  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AH0513
 AH0513                          STATION DESCRIPTION
 AH0513
 AH0513'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0513'0.9 MI S FROM SARITA.
 AH0513'0.9 MILE SOUTH ALONG US. HIGHWAY 77 FROM INTERSECTION OF HWY 77 AND
 AH0513'EAST-WEST ROAD CROSSING AT SARITA, THEN 0.4 MILE WEST ACROSS RR TRACK,
 AH0513'THEN SOUTH ALONG A TRACK ROAD FOR 3.7 MILE, FOLLOW PIPE LINE 0.5 MILE
 AH0513'SE, THEN 0.15 MILE NORTH ALONG RR ROW FENCE.  A DISK SET IN A CONCRETE
 AH0513'POST 1.0 FOOT ABOVE GROUND.  NOTE-- BM IS LEANING SLIGHTLY AND IS NOT
 AH0513'STABLE.
 AH0513
 AH0513                          STATION RECOVERY (2004)
 AH0513
 AH0513'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0434 ***********************************************************************
 CC0434  DESIGNATION -  T 470
 CC0434  PID         -  CC0434
 CC0434  STATE/COUNTY-  TX/REEVES
 CC0434  USGS QUAD   -  WORSHAM (1971)
 CC0434
 CC0434                         *CURRENT SURVEY CONTROL
 CC0434  ___________________________________________________________________
 CC0434* NAD 83(1986)-  31 15 18.     (N)    103 33 42.     (W)     SCALED    
 CC0434* NAVD 88     -       812.252  (meters)    2664.86   (feet)  POSTED    
 CC0434  ___________________________________________________________________
 CC0434  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CC0434  DYNAMIC HT  -         811.070 (meters)    2660.99  (feet)  COMP
 CC0434  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 CC0434
 CC0434  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0434
 CC0434.The horizontal coordinates were scaled from a topographic map and have
 CC0434.an estimated accuracy of +/- 6 seconds.
 CC0434
 CC0434.The orthometric height was determined by differential leveling
 CC0434.and adjusted by the National Geodetic Survey in 1992..
 CC0434.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0434.rate of 1.1 thru 2.0 mm/km.
 CC0434
 CC0434.The geoid height was determined by GEOID03.
 CC0434
 CC0434.The dynamic height is computed by dividing the NAVD 88
 CC0434.geopotential number by the normal gravity value computed on the
 CC0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0434.degrees latitude (g = 980.6199 gals.).
 CC0434
 CC0434.The modeled gravity was interpolated from observed gravity values.
 CC0434
 CC0434;                    North         East    Units  Estimated Accuracy
 CC0434;SPC TX C     - 3,180,540.      392,580.      MT  (+/- 180 meters Scaled)
 CC0434
 CC0434                          SUPERSEDED SURVEY CONTROL
 CC0434
 CC0434  NGVD 29 (??/??/92)  812.116  (m)         2664.42   (f) ADJ UNCH    1 2
 CC0434
 CC0434.Superseded values are not recommended for survey control.
 CC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0434.See file dsdata.txt to determine how the superseded data were derived.
 CC0434
 CC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ369587(NAD 83)
 CC0434_MARKER: DB = BENCH MARK DISK
 CC0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0434_STAMPING: T 470 1934 2665.070
 CC0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0434+STABILITY: SURFACE MOTION
 CC0434
 CC0434  HISTORY     - Date     Condition        Report By
 CC0434  HISTORY     - 1934     MONUMENTED       CGS
 CC0434  HISTORY     - 1956     POOR             NGS
 CC0434
 CC0434                          STATION DESCRIPTION
 CC0434
 CC0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0434'13.0 MI S FROM PECOS.
 CC0434'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0434'THENCE 11.4 MILES SOUTH ALONG STATE HIGHWAY 17, 53 FEET WEST OF THE
 CC0434'CENTER LINE OF THE HIGHWAY, 43.2 FEET EAST OF THE EAST RAIL OF THE
 CC0434'PECOS VALLEY SOUTHERN RAILROAD, 64.6 FEET SOUTH OF THE 1ST POLE SOUTH
 CC0434'OF MILEPOST 13, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CC0434'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND. THIS MARK IS
 CC0434'ON A MOUND OF DIRT AND IS LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0012 ***********************************************************************
 DP0012  DESIGNATION -  T 471
 DP0012  PID         -  DP0012
 DP0012  STATE/COUNTY-  TX/KING
 DP0012  USGS QUAD   -  GUTHRIE (1981)
 DP0012
 DP0012                         *CURRENT SURVEY CONTROL
 DP0012  ___________________________________________________________________
 DP0012* NAD 83(1986)-  33 37 20.     (N)    100 22 29.     (W)     SCALED    
 DP0012* NAVD 88     -       543.946  (meters)    1784.60   (feet)  ADJUSTED  
 DP0012  ___________________________________________________________________
 DP0012  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DP0012  DYNAMIC HT  -         543.305 (meters)    1782.49  (feet)  COMP
 DP0012  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 DP0012
 DP0012  VERT ORDER  -  SECOND    CLASS 0
 DP0012
 DP0012.The horizontal coordinates were scaled from a topographic map and have
 DP0012.an estimated accuracy of +/- 6 seconds.
 DP0012
 DP0012.The orthometric height was determined by differential leveling
 DP0012.and adjusted by the National Geodetic Survey in June 1991..
 DP0012
 DP0012.The geoid height was determined by GEOID03.
 DP0012
 DP0012.The dynamic height is computed by dividing the NAVD 88
 DP0012.geopotential number by the normal gravity value computed on the
 DP0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0012.degrees latitude (g = 980.6199 gals.).
 DP0012
 DP0012.The modeled gravity was interpolated from observed gravity values.
 DP0012
 DP0012;                    North         East    Units  Estimated Accuracy
 DP0012;SPC TXNC     - 2,218,410.      426,060.      MT  (+/- 180 meters Scaled)
 DP0012
 DP0012                          SUPERSEDED SURVEY CONTROL
 DP0012
 DP0012  NGVD 29 (??/??/92)  543.754  (m)         1783.97   (f) ADJ UNCH    2 0
 DP0012
 DP0012.Superseded values are not recommended for survey control.
 DP0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0012.See file dsdata.txt to determine how the superseded data were derived.
 DP0012
 DP0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC724211(NAD 83)
 DP0012_MARKER: DB = BENCH MARK DISK
 DP0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0012_STAMPING: T 471 1935
 DP0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0012+STABILITY: SURFACE MOTION
 DP0012
 DP0012  HISTORY     - Date     Condition        Report By
 DP0012  HISTORY     - 1935     MONUMENTED       CGS
 DP0012  HISTORY     - 1968     GOOD             USGS
 DP0012
 DP0012                          STATION DESCRIPTION
 DP0012
 DP0012'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0012'3.6 MI W FROM GUTHRIE.
 DP0012'3.6 MILES WEST OF GUTHRIE, ALONG US HIGHWAY 82.  0.55 MILE SOUTH OF
 DP0012'THE 1968 POSITION OF THE HIGHWAY.  AT THE NE END OF A CURVE IN THE OLD
 DP0012'HIGHWAY, 0.1 MILE NE OF THE OLD HIGHWAY AT A FENCE N-S, ABOUT 70 YARDS
 DP0012'E OF THE FENCE.  33 FT. NW OF THE CENTER LINE OF THE OLD HIGHWAY, ON A
 DP0012'SMALL RISE.  A STANDARD TABLET SET IN A CONCRETE POST AND STAMPED T
 DP0012'471 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0259 ***********************************************************************
 DP0259  DESIGNATION -  T 473
 DP0259  PID         -  DP0259
 DP0259  STATE/COUNTY-  TX/CROSBY
 DP0259  USGS QUAD   -  RALLS (1967)
 DP0259
 DP0259                         *CURRENT SURVEY CONTROL
 DP0259  ___________________________________________________________________
 DP0259* NAD 83(1986)-  33 40 23.     (N)    101 24 42.     (W)     SCALED    
 DP0259* NAVD 88     -       952.787  (meters)    3125.94   (feet)  ADJUSTED  
 DP0259  ___________________________________________________________________
 DP0259  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DP0259  DYNAMIC HT  -         951.570 (meters)    3121.94  (feet)  COMP
 DP0259  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 DP0259
 DP0259  VERT ORDER  -  SECOND    CLASS 0
 DP0259
 DP0259.The horizontal coordinates were scaled from a topographic map and have
 DP0259.an estimated accuracy of +/- 6 seconds.
 DP0259
 DP0259.The orthometric height was determined by differential leveling
 DP0259.and adjusted by the National Geodetic Survey in June 1991..
 DP0259
 DP0259.The geoid height was determined by GEOID03.
 DP0259
 DP0259.The dynamic height is computed by dividing the NAVD 88
 DP0259.geopotential number by the normal gravity value computed on the
 DP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0259.degrees latitude (g = 980.6199 gals.).
 DP0259
 DP0259.The modeled gravity was interpolated from observed gravity values.
 DP0259
 DP0259;                    North         East    Units  Estimated Accuracy
 DP0259;SPC TXNC     - 2,226,240.      330,030.      MT  (+/- 180 meters Scaled)
 DP0259
 DP0259                          SUPERSEDED SURVEY CONTROL
 DP0259
 DP0259  NGVD 29 (??/??/92)  952.431  (m)         3124.77   (f) ADJ UNCH    2 0
 DP0259
 DP0259.Superseded values are not recommended for survey control.
 DP0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0259.See file dsdata.txt to determine how the superseded data were derived.
 DP0259
 DP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC764285(NAD 83)
 DP0259_MARKER: DB = BENCH MARK DISK
 DP0259_SETTING: 0 = UNSPECIFIED SETTING
 DP0259_STAMPING: T 473 1934
 DP0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0259
 DP0259  HISTORY     - Date     Condition        Report By
 DP0259  HISTORY     - 1934     MONUMENTED       CGS
 DP0259  HISTORY     - 1966     GOOD             USGS
 DP0259
 DP0259                          STATION DESCRIPTION
 DP0259
 DP0259'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DP0259'1.7 MI W FROM RALLS.
 DP0259'1.7 MILES WEST ALONG THE SANTA FE RAILROAD FROM THE STATION AT RALLS,
 DP0259'CROSBY COUNTY, 8 1/2 POLES WEST OF MILEPOST 27, 47 FEET SOUTH OF THE
 DP0259'CENTERLINE OF THE TRACK, 54 FEET NORTH OF THE CENTERLINE OF THE TWO
 DP0259'NORTH OF US 62-82.  A STANDARD DISK, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0099 ***********************************************************************
 DP0099  DESIGNATION -  T 474
 DP0099  PID         -  DP0099
 DP0099  STATE/COUNTY-  TX/KENT
 DP0099  USGS QUAD   -  CLAIREMONT WEST (1969)
 DP0099
 DP0099                         *CURRENT SURVEY CONTROL
 DP0099  ___________________________________________________________________
 DP0099* NAD 83(1986)-  33 08 06.     (N)    100 47 32.     (W)     SCALED    
 DP0099* NAVD 88     -       676.747  (meters)    2220.29   (feet)  ADJUSTED  
 DP0099  ___________________________________________________________________
 DP0099  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DP0099  DYNAMIC HT  -         675.901 (meters)    2217.52  (feet)  COMP
 DP0099  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 DP0099
 DP0099  VERT ORDER  -  SECOND    CLASS 0
 DP0099
 DP0099.The horizontal coordinates were scaled from a topographic map and have
 DP0099.an estimated accuracy of +/- 6 seconds.
 DP0099
 DP0099.The orthometric height was determined by differential leveling
 DP0099.and adjusted by the National Geodetic Survey in June 1991..
 DP0099
 DP0099.The geoid height was determined by GEOID03.
 DP0099
 DP0099.The dynamic height is computed by dividing the NAVD 88
 DP0099.geopotential number by the normal gravity value computed on the
 DP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0099.degrees latitude (g = 980.6199 gals.).
 DP0099
 DP0099.The modeled gravity was interpolated from observed gravity values.
 DP0099
 DP0099;                    North         East    Units  Estimated Accuracy
 DP0099;SPC TXNC     - 2,165,160.      386,160.      MT  (+/- 180 meters Scaled)
 DP0099
 DP0099                          SUPERSEDED SURVEY CONTROL
 DP0099
 DP0099  NGVD 29 (??/??/92)  676.46   (m)         2219.4    (f) COMPUTED    2 0
 DP0099
 DP0099.Superseded values are not recommended for survey control.
 DP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0099.See file dsdata.txt to determine how the superseded data were derived.
 DP0099
 DP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB328676(NAD 83)
 DP0099_MARKER: DB = BENCH MARK DISK
 DP0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0099_SP_SET: CULVERT
 DP0099_STAMPING: T-474 1935
 DP0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0099
 DP0099  HISTORY     - Date     Condition        Report By
 DP0099  HISTORY     - 1935     MONUMENTED       CGS
 DP0099  HISTORY     - 1953     GOOD             TXHD
 DP0099
 DP0099                          STATION DESCRIPTION
 DP0099
 DP0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0099'3.3 MI W FROM CLAIREMONT.
 DP0099'3.3 MI. W. ALONG U.S. NO. 380 ON THE OUTSIDE OF A LONG CURVE, 15 FT.
 DP0099'S.E. OF THE CENTER LINE OF HWY., AND SET IN THE CENTER OF THE S.E.
 DP0099'ABUTMENT OF A CONC. CULVERT.  NOTE-- 23 FEET SE OF CENTERLINE OF
 DP0099'HIGHWAY.
 DP0099
 DP0099                          STATION RECOVERY (1953)
 DP0099
 DP0099'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1953
 DP0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0100 ***********************************************************************
 DP0100  DESIGNATION -  T 474 RESET 1958
 DP0100  PID         -  DP0100
 DP0100  STATE/COUNTY-  TX/KENT
 DP0100  USGS QUAD   -  CLAIREMONT WEST (1969)
 DP0100
 DP0100                         *CURRENT SURVEY CONTROL
 DP0100  ___________________________________________________________________
 DP0100* NAD 83(1986)-  33 08 07.     (N)    100 47 30.     (W)     SCALED    
 DP0100* NAVD 88     -       676.74   (+/-2cm)    2220.3    (feet)  VERTCON   
 DP0100  ___________________________________________________________________
 DP0100  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DP0100
 DP0100  VERT ORDER  -  THIRD (See Below)
 DP0100
 DP0100.The horizontal coordinates were scaled from a topographic map and have
 DP0100.an estimated accuracy of +/- 6 seconds.
 DP0100
 DP0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0100.The vertical order pertains to the NGVD 29 superseded value.
 DP0100
 DP0100.The geoid height was determined by GEOID03.
 DP0100
 DP0100;                    North         East    Units  Estimated Accuracy
 DP0100;SPC TXNC     - 2,165,190.      386,210.      MT  (+/- 180 meters Scaled)
 DP0100
 DP0100                          SUPERSEDED SURVEY CONTROL
 DP0100
 DP0100  NGVD 29 (??/??/??)  676.45   (m)         2219.3    (f) RESET       3  
 DP0100
 DP0100.Superseded values are not recommended for survey control.
 DP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0100.See file dsdata.txt to determine how the superseded data were derived.
 DP0100
 DP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB328677(NAD 83)
 DP0100_MARKER: DB = BENCH MARK DISK
 DP0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0100_SP_SET: CULVERT
 DP0100_STAMPING: T 474 RESET 1958
 DP0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0100
 DP0100  HISTORY     - Date     Condition        Report By
 DP0100  HISTORY     - 1958     MONUMENTED       TXHD
 DP0100
 DP0100                          STATION DESCRIPTION
 DP0100
 DP0100'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 DP0100'3.3 MI W FROM CLAIREMONT.
 DP0100'3.3 MILES WEST ALONG U. S. HIGHWAY 380 FROM CLAIREMONT, ON THE OUTSIDE
 DP0100'OF A LONG CURVE, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF
 DP0100'THE SOUTHEAST HEADWALL, AND 23 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DP0100'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0049 ***********************************************************************
 DP0049  DESIGNATION -  T 475
 DP0049  PID         -  DP0049
 DP0049  STATE/COUNTY-  TX/STONEWALL
 DP0049  USGS QUAD   -  SWENSON (1968)
 DP0049
 DP0049                         *CURRENT SURVEY CONTROL
 DP0049  ___________________________________________________________________
 DP0049* NAD 83(1986)-  33 10 12.     (N)    100 15 54.     (W)     SCALED    
 DP0049* NAVD 88     -       530.841  (meters)    1741.60   (feet)  ADJUSTED  
 DP0049  ___________________________________________________________________
 DP0049  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DP0049  DYNAMIC HT  -         530.179 (meters)    1739.43  (feet)  COMP
 DP0049  MODELED GRAV-     979,374.9   (mgal)                       NAVD 88
 DP0049
 DP0049  VERT ORDER  -  SECOND    CLASS 0
 DP0049
 DP0049.The horizontal coordinates were scaled from a topographic map and have
 DP0049.an estimated accuracy of +/- 6 seconds.
 DP0049
 DP0049.The orthometric height was determined by differential leveling
 DP0049.and adjusted by the National Geodetic Survey in June 1991..
 DP0049
 DP0049.The geoid height was determined by GEOID03.
 DP0049
 DP0049.The dynamic height is computed by dividing the NAVD 88
 DP0049.geopotential number by the normal gravity value computed on the
 DP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0049.degrees latitude (g = 980.6199 gals.).
 DP0049
 DP0049.The modeled gravity was interpolated from observed gravity values.
 DP0049
 DP0049;                    North         East    Units  Estimated Accuracy
 DP0049;SPC TXNC     - 2,168,090.      435,400.      MT  (+/- 180 meters Scaled)
 DP0049
 DP0049                          SUPERSEDED SURVEY CONTROL
 DP0049
 DP0049  NGVD 29 (??/??/92)  530.646  (m)         1740.96   (f) ADJ UNCH    2 0
 DP0049
 DP0049.Superseded values are not recommended for survey control.
 DP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0049.See file dsdata.txt to determine how the superseded data were derived.
 DP0049
 DP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB820708(NAD 83)
 DP0049_MARKER: DB = BENCH MARK DISK
 DP0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0049_STAMPING: T 475 1935
 DP0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0049+STABILITY: SURFACE MOTION
 DP0049
 DP0049  HISTORY     - Date     Condition        Report By
 DP0049  HISTORY     - 1935     MONUMENTED       CGS
 DP0049  HISTORY     - 1968     GOOD             USGS
 DP0049
 DP0049                          STATION DESCRIPTION
 DP0049
 DP0049'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0049'2.6 MI W FROM ASPERMONT.
 DP0049'2.6 MILES WEST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION AT
 DP0049'ASPERMONT, STONEWALL COUNTY, 12 FEET NORTHWEST OF MILEPOST B 147, 49
 DP0049'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF A
 DP0049'FENCE.  A STANDARD DISK, STAMPED T 475 1935 AND SET IN THE TOP OF A
 DP0049'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0021 ***********************************************************************
 CB0021  DESIGNATION -  T 476
 CB0021  PID         -  CB0021
 CB0021  STATE/COUNTY-  TX/COKE
 CB0021  USGS QUAD   -  SHAWVILLE (1987)
 CB0021
 CB0021                         *CURRENT SURVEY CONTROL
 CB0021  ___________________________________________________________________
 CB0021* NAD 83(1986)-  31 45 46.     (N)    100 17 16.     (W)     SCALED    
 CB0021* NAVD 88     -       555.688  (meters)    1823.12   (feet)  ADJUSTED  
 CB0021  ___________________________________________________________________
 CB0021  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 CB0021  DYNAMIC HT  -         554.950 (meters)    1820.70  (feet)  COMP
 CB0021  MODELED GRAV-     979,294.4   (mgal)                       NAVD 88
 CB0021
 CB0021  VERT ORDER  -  SECOND    CLASS 0
 CB0021
 CB0021.The horizontal coordinates were scaled from a topographic map and have
 CB0021.an estimated accuracy of +/- 6 seconds.
 CB0021
 CB0021.The orthometric height was determined by differential leveling
 CB0021.and adjusted by the National Geodetic Survey in June 1991..
 CB0021
 CB0021.The geoid height was determined by GEOID03.
 CB0021
 CB0021.The dynamic height is computed by dividing the NAVD 88
 CB0021.geopotential number by the normal gravity value computed on the
 CB0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0021.degrees latitude (g = 980.6199 gals.).
 CB0021
 CB0021.The modeled gravity was interpolated from observed gravity values.
 CB0021
 CB0021;                    North         East    Units  Estimated Accuracy
 CB0021;SPC TX C     - 3,232,370.      704,320.      MT  (+/- 180 meters Scaled)
 CB0021
 CB0021                          SUPERSEDED SURVEY CONTROL
 CB0021
 CB0021  NGVD 29 (??/??/92)  555.516  (m)         1822.56   (f) ADJ UNCH    2 0
 CB0021
 CB0021.Superseded values are not recommended for survey control.
 CB0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0021.See file dsdata.txt to determine how the superseded data were derived.
 CB0021
 CB0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA780148(NAD 83)
 CB0021_MARKER: DB = BENCH MARK DISK
 CB0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0021_STAMPING: 1822.555 T 476 1935
 CB0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0021+STABILITY: SURFACE MOTION
 CB0021
 CB0021  HISTORY     - Date     Condition        Report By
 CB0021  HISTORY     - 1935     MONUMENTED       CGS
 CB0021  HISTORY     - 1940     GOOD             NGS
 CB0021
 CB0021                          STATION DESCRIPTION
 CB0021
 CB0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CB0021'1.4 MI N FROM TENNYSON.
 CB0021'1.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0021'STATION AT TENNYSON, COKE COUNTY, TWO POLES SOUTH OF MILEPOST 694, AT
 CB0021'A ROAD CROSSING, 44 FEET EAST OF THE CENTERLINE OF THE TRACK, 15 FEET
 CB0021'SOUTH OF THE CENTERLINE OF THE ROAD, 51 FEET WEST OF THE CENTERLINE OF
 CB0021'A HIGHWAY PARALLELING THE TRACK, 2 FEET SOUTHWEST OF A FENCE CORNER,
 CB0021'AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 CB0021'1822.555 T 476 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CB0021
 CB0021                          STATION RECOVERY (1940)
 CB0021
 CB0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0614 ***********************************************************************
 CA0614  DESIGNATION -  T 477
 CA0614  PID         -  CA0614
 CA0614  STATE/COUNTY-  TX/CONCHO
 CA0614  USGS QUAD   -  MILLERSVIEW SE (1987)
 CA0614
 CA0614                         *CURRENT SURVEY CONTROL
 CA0614  ___________________________________________________________________
 CA0614* NAD 83(1986)-  31 18 49.     (N)    099 51 17.     (W)     SCALED    
 CA0614* NAVD 88     -       600.561  (meters)    1970.34   (feet)  ADJUSTED  
 CA0614  ___________________________________________________________________
 CA0614  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CA0614  DYNAMIC HT  -         599.732 (meters)    1967.62  (feet)  COMP
 CA0614  MODELED GRAV-     979,239.6   (mgal)                       NAVD 88
 CA0614
 CA0614  VERT ORDER  -  SECOND    CLASS 0
 CA0614
 CA0614.The horizontal coordinates were scaled from a topographic map and have
 CA0614.an estimated accuracy of +/- 6 seconds.
 CA0614
 CA0614.The orthometric height was determined by differential leveling
 CA0614.and adjusted by the National Geodetic Survey in June 1991..
 CA0614
 CA0614.The geoid height was determined by GEOID03.
 CA0614
 CA0614.The dynamic height is computed by dividing the NAVD 88
 CA0614.geopotential number by the normal gravity value computed on the
 CA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0614.degrees latitude (g = 980.6199 gals.).
 CA0614
 CA0614.The modeled gravity was interpolated from observed gravity values.
 CA0614
 CA0614;                    North         East    Units  Estimated Accuracy
 CA0614;SPC TX C     - 3,182,670.      745,550.      MT  (+/- 180 meters Scaled)
 CA0614
 CA0614                          SUPERSEDED SURVEY CONTROL
 CA0614
 CA0614  NGVD 29 (??/??/92)  600.445  (m)         1969.96   (f) ADJ UNCH    2 0
 CA0614
 CA0614.Superseded values are not recommended for survey control.
 CA0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0614.See file dsdata.txt to determine how the superseded data were derived.
 CA0614
 CA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV186646(NAD 83)
 CA0614_MARKER: DB = BENCH MARK DISK
 CA0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0614_STAMPING: T 477 1935
 CA0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0614+STABILITY: SURFACE MOTION
 CA0614
 CA0614  HISTORY     - Date     Condition        Report By
 CA0614  HISTORY     - 1935     MONUMENTED       CGS
 CA0614  HISTORY     - 1940     GOOD             NGS
 CA0614  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0614
 CA0614                          STATION DESCRIPTION
 CA0614
 CA0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0614'6.8 MI N FROM EDEN.
 CA0614'6.8 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT EDEN,
 CA0614'100 YARDS EAST OF AN OLD CALICHE PIT, 49 FEET WEST OF THE CENTERLINE
 CA0614'OF THE HIGHWAY, AND 1 FOOT EAST OF A 3-WAY FENCE CORNER.  A STANDARD
 CA0614'DISK, STAMPED T 477 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CA0614
 CA0614                          STATION RECOVERY (1999)
 CA0614
 CA0614'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0306 ***********************************************************************
 CS0306  FBN         -  This is a Federal Base Network Control Station.
 CS0306  PACS        -  This is a Primary Airport Control Station.
 CS0306  DESIGNATION -  T 478
 CS0306  PID         -  CS0306
 CS0306  STATE/COUNTY-  TX/KAUFMAN
 CS0306  USGS QUAD   -  ELMO (1981)
 CS0306
 CS0306                         *CURRENT SURVEY CONTROL
 CS0306  ___________________________________________________________________
 CS0306* NAD 83(1993)-  32 42 13.95987(N)    096 13 03.98606(W)     ADJUSTED  
 CS0306* NAVD 88     -       159.187  (meters)     522.27   (feet)  ADJUSTED  
 CS0306  ___________________________________________________________________
 CS0306  X           -    -581,872.817 (meters)                     COMP
 CS0306  Y           -  -5,340,798.828 (meters)                     COMP
 CS0306  Z           -   3,426,442.545 (meters)                     COMP
 CS0306  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CS0306  ELLIP HEIGHT-         133.93  (meters)          (10/24/00) GPS OBS
 CS0306  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0306  DYNAMIC HT  -         159.010 (meters)     521.69  (feet)  COMP
 CS0306  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 CS0306
 CS0306  HORZ ORDER  -  B
 CS0306  VERT ORDER  -  SECOND    CLASS 0
 CS0306  ELLP ORDER  -  FOURTH    CLASS II
 CS0306
 CS0306.This mark is at Terrell Muni (TRL) Airport (TRL)
 CS0306
 CS0306.The horizontal coordinates were established by GPS observations
 CS0306.and adjusted by the National Geodetic Survey in February 1996..
 CS0306
 CS0306.The orthometric height was determined by differential leveling
 CS0306.and adjusted by the National Geodetic Survey in June 1991..
 CS0306.WARNING-GPS observations at this control monument resulted in a GPS
 CS0306.derived orthometric height which differed from the leveled height by
 CS0306.more than one decimeter (0.1 meter).
 CS0306
 CS0306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS0306
 CS0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0306
 CS0306.The ellipsoidal height was determined by GPS observations
 CS0306.and is referenced to NAD 83.
 CS0306
 CS0306.The geoid height was determined by GEOID03.
 CS0306
 CS0306.The dynamic height is computed by dividing the NAVD 88
 CS0306.geopotential number by the normal gravity value computed on the
 CS0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0306.degrees latitude (g = 980.6199 gals.).
 CS0306
 CS0306.The modeled gravity was interpolated from observed gravity values.
 CS0306
 CS0306;                    North         East     Units Scale Factor Converg.
 CS0306;SPC TXNC     - 2,117,340.411   813,950.807   MT  0.99989093   +1 14 41.0
 CS0306;SPC TXNC     - 6,946,641.00  2,670,436.94   sFT  0.99989093   +1 14 41.0
 CS0306;UTM  14      - 3,621,882.588   760,811.681   MT  1.00043886   +1 30 14.7
 CS0306
 CS0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0306!SPC TXNC     -   0.99997897  x   0.99989093  =   0.99986990
 CS0306!UTM  14      -   0.99997897  x   1.00043886  =   1.00041782
 CS0306
 CS0306                          SUPERSEDED SURVEY CONTROL
 CS0306
 CS0306  ELLIP H (02/20/96)  134.09   (m)                       GP(       ) 1 1
 CS0306  NGVD 29 (??/??/92)  159.198  (m)          522.30   (f) ADJ UNCH    2 0
 CS0306
 CS0306.Superseded values are not recommended for survey control.
 CS0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0306.See file dsdata.txt to determine how the superseded data were derived.
 CS0306
 CS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6081221883(NAD 83)
 CS0306_MARKER: DB = BENCH MARK DISK
 CS0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0306_STAMPING: T 478 1948
 CS0306_MARK LOGO: CGS   
 CS0306_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0306+STABILITY: SURFACE MOTION
 CS0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS0306+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CS0306
 CS0306  HISTORY     - Date     Condition        Report By
 CS0306  HISTORY     - 1948     MONUMENTED       CGS
 CS0306  HISTORY     - 19941220 GOOD             NGS
 CS0306  HISTORY     - 20031030 GOOD             JCLS
 CS0306
 CS0306                          STATION DESCRIPTION
 CS0306
 CS0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0306'4.35 MI SE FROM TERRELL.
 CS0306'1.6 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE UNION STATION AT
 CS0306'TERRELL, THENCE 2.75 MILES SOUTHEAST ALONG THE TERRELL-HIRAM ROAD,
 CS0306'0.35 MILE SOUTHEAST OF A JUNCTION WITH A DIRT ROAD LEADING NORTHWEST,
 CS0306'85.8 FEET NORTHEAST OF THE NORTH CORNER (CORNER OF A PORCH) OF A
 CS0306'FARMHOUSE, 57.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 47.5
 CS0306'FEET NORTHWEST OF THE CENTER LINE OF A DRIVE LEADING TO A FARMHOUSE,
 CS0306'3.8 FEET SOUTHEAST OF A POWER POLE, 8.0 FEET NORTHWEST OF THE EXTENDED
 CS0306'NORTHWEST WALL OF THE FARMHOUSE, AND SET IN THE TOP OF A CONCRETE POST
 CS0306'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CS0306
 CS0306                          STATION RECOVERY (1994)
 CS0306
 CS0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS0306'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF INTERSTATE
 CS0306'HIGHWAY 20, 4 KM (2.50 MI) SOUTH OF U.S.  HIGHWAY 80, 3 KM (1.85 MI)
 CS0306'EAST OF TERRELL ALONG FARM ROAD 429 SOUTH, NEAR THE NORTH CORNER OF
 CS0306'THE FRONT LAWN OF A SMALL FARM HOUSE.  OWNERSHIP--HUNT OIL COMPANY,
 CS0306'P.O.  BOX 777, TERRELL, TX 75160.  OFFICE MANAGER IS MELINDA K.
 CS0306'MALONE.  PHONE 214-563-9602 FOR PERMISSION TO OCCUPY THIS STATION. TO
 CS0306'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 80 AND STATE HIGHWAY 34 IN
 CS0306'TERRELL, GO EAST ON HIGHWAY 80 FOR 2.81 KM (1.75 MI) TO FARM ROAD 429
 CS0306'SOUTH ON THE RIGHT.  TURN RIGHT, SOUTH, ON FARM ROAD 429 SOUTH FOR
 CS0306'4.51 KM (2.80 MI) TO MILE POST 276 ON THE RIGHT.  CONTINUE AHEAD,
 CS0306'SOUTHEAST, ON FARM ROAD 429 SOUTH FOR 0.24 KM (0.15 MI) TO A SMALL
 CS0306'FARM HOUSE ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS
 CS0306'SET IN THE TOP OF A 30 CM ROUND CONCRETE POST PROJECTING 7 CM.  IT IS
 CS0306'17.2 M (56.4 FT) SOUTHWEST OF THE CENTER OF FARM ROAD 429 SOUTH, 15.0
 CS0306'M (49.2 FT) NORTHWEST OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, 8.85
 CS0306'M (29.04 FT) SOUTH-SOUTHEAST OF A WOODEN FENCE CORNER OF THE YARD
 CS0306'FENCE, 4.7 M (15.4 FT) WEST OF A POWER POLE, 2.4 M (7.9 FT) SOUTH OF
 CS0306'THE FENCE, AND 1.5 M (4.9 FT) SOUTH OF THE SOUTHEAST ONE OF TWO WATER
 CS0306'METER COVERS.  DESCRIBED BY D.G.  AUG
 CS0306
 CS0306                          STATION RECOVERY (2003)
 CS0306
 CS0306'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 CS0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0261 ***********************************************************************
 CS0261  DESIGNATION -  T 479
 CS0261  PID         -  CS0261
 CS0261  STATE/COUNTY-  TX/VAN ZANDT
 CS0261  USGS QUAD   -  WILLS POINT (1981)
 CS0261
 CS0261                         *CURRENT SURVEY CONTROL
 CS0261  ___________________________________________________________________
 CS0261* NAD 83(1986)-  32 38 36.     (N)    096 03 31.     (W)     SCALED    
 CS0261* NAVD 88     -       132.700  (meters)     435.37   (feet)  ADJUSTED  
 CS0261  ___________________________________________________________________
 CS0261  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0261  DYNAMIC HT  -         132.550 (meters)     434.87  (feet)  COMP
 CS0261  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CS0261
 CS0261  VERT ORDER  -  SECOND    CLASS 0
 CS0261
 CS0261.The horizontal coordinates were scaled from a topographic map and have
 CS0261.an estimated accuracy of +/- 6 seconds.
 CS0261
 CS0261.The orthometric height was determined by differential leveling
 CS0261.and adjusted by the National Geodetic Survey in June 1991..
 CS0261
 CS0261.The geoid height was determined by GEOID03.
 CS0261
 CS0261.The dynamic height is computed by dividing the NAVD 88
 CS0261.geopotential number by the normal gravity value computed on the
 CS0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0261.degrees latitude (g = 980.6199 gals.).
 CS0261
 CS0261.The modeled gravity was interpolated from observed gravity values.
 CS0261
 CS0261;                    North         East    Units  Estimated Accuracy
 CS0261;SPC TXNC     - 2,110,960.      829,030.      MT  (+/- 180 meters Scaled)
 CS0261
 CS0261                          SUPERSEDED SURVEY CONTROL
 CS0261
 CS0261  NGVD 29 (??/??/92)  132.712  (m)          435.41   (f) ADJ UNCH    2 0
 CS0261
 CS0261.Superseded values are not recommended for survey control.
 CS0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0261.See file dsdata.txt to determine how the superseded data were derived.
 CS0261
 CS0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB759155(NAD 83)
 CS0261_MARKER: DB = BENCH MARK DISK
 CS0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0261_STAMPING: T 479 1948
 CS0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0261+STABILITY: SURFACE MOTION
 CS0261
 CS0261  HISTORY     - Date     Condition        Report By
 CS0261  HISTORY     - 1948     MONUMENTED       CGS
 CS0261  HISTORY     - 19950901 GOOD             USPSQD
 CS0261
 CS0261                          STATION DESCRIPTION
 CS0261
 CS0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0261'2.85 MI E FROM HIRAM.
 CS0261'2.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE LOCUST GROVE CHURCH
 CS0261'AT HIRAM, THENCE 0.55 MILE EAST ALONG AN ASPHALT ROAD, 0.25 MILE EAST
 CS0261'OF A 25-FOOT WOODEN BRIDGE OVER A SMALL CREEK, 65.0 FEET NORTH OF THE
 CS0261'CENTER LINE OF THE ROAD, 50.5 FEET EAST OF THE CENTER LINE OF A
 CS0261'PRIVATE ROAD LEADING NORTH TO A FARMHOUSE, 16.1 FEET NORTH OF A FENCE,
 CS0261'16.0 FEET WEST OF A 16-INCH OAK TREE, 1.9 FEET EAST OF A REFERENCE
 CS0261'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CS0261'THE GROUND.
 CS0261
 CS0261                          STATION RECOVERY (1995)
 CS0261
 CS0261'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0986 ***********************************************************************
 CR0986  DESIGNATION -  T 480 RESET 1955
 CR0986  PID         -  CR0986
 CR0986  STATE/COUNTY-  TX/VAN ZANDT
 CR0986  USGS QUAD   -  EDGEWOOD (1981)
 CR0986
 CR0986                         *CURRENT SURVEY CONTROL
 CR0986  ___________________________________________________________________
 CR0986* NAD 83(1986)-  32 40 31.     (N)    095 58 47.     (W)     SCALED    
 CR0986* NAVD 88     -       150.27   (+/-2cm)     493.0    (feet)  VERTCON   
 CR0986  ___________________________________________________________________
 CR0986  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CR0986
 CR0986  VERT ORDER  -  THIRD (See Below)
 CR0986
 CR0986.The horizontal coordinates were scaled from a topographic map and have
 CR0986.an estimated accuracy of +/- 6 seconds.
 CR0986
 CR0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0986.The vertical order pertains to the NGVD 29 superseded value.
 CR0986
 CR0986.The geoid height was determined by GEOID03.
 CR0986
 CR0986;                    North         East    Units  Estimated Accuracy
 CR0986;SPC TXNC     - 2,114,680.      836,340.      MT  (+/- 180 meters Scaled)
 CR0986
 CR0986                          SUPERSEDED SURVEY CONTROL
 CR0986
 CR0986  NGVD 29 (??/??/??)  150.28   (m)          493.0    (f) RESET       3  
 CR0986
 CR0986.Superseded values are not recommended for survey control.
 CR0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0986.See file dsdata.txt to determine how the superseded data were derived.
 CR0986
 CR0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS205192(NAD 83)
 CR0986_MARKER: DB = BENCH MARK DISK
 CR0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0986_STAMPING: T 480 RESET 1955
 CR0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0986+STABILITY: SURFACE MOTION
 CR0986
 CR0986  HISTORY     - Date     Condition        Report By
 CR0986  HISTORY     - 1955     MONUMENTED       CGS
 CR0986  HISTORY     - 1962     POOR             USGS
 CR0986  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR0986  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0986
 CR0986                          STATION DESCRIPTION
 CR0986
 CR0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR0986'2.0 MI SE FROM WILLS POINT.
 CR0986'2.0 MILES SOUTHEAST ALONG HIGHWAY NO.64 FROM THE JUNCTION OF HIGHWAYS
 CR0986'NOS. 64 AND 80 AT THE SOUTHEAST EDGE OF WILLS POINT, 0.2 MILE
 CR0986'NORTHEAST OF LARGE CONCRETE CULVERT AND 0.2 MILE SOUTHEAST OF A BARN,
 CR0986'IN THE EDGE OF A FIELD IN THE APPROXIMATE NORTHEAST RIGHT-OF-WAY LINE.
 CR0986'IT IS 2 FEET NORTHWEST OF A 4 X 4 WITNESS POST.  A STANDARD DISK
 CR0986'STAMPED T 480 RESET 1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS
 CR0986'ABOUT 3 INCHES.
 CR0986
 CR0986                          STATION RECOVERY (1962)
 CR0986
 CR0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR0986'MARK RECOVERED IN POOR CONDITION.
 CR0986
 CR0986                          STATION RECOVERY (1993)
 CR0986
 CR0986'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0986'MARK NOT FOUND.
 CR0986
 CR0986                          STATION RECOVERY (1995)
 CR0986
 CR0986'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0713 ***********************************************************************
 AY0713  DESIGNATION -  T 481
 AY0713  PID         -  AY0713
 AY0713  STATE/COUNTY-  TX/BEXAR
 AY0713  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0713
 AY0713                         *CURRENT SURVEY CONTROL
 AY0713  ___________________________________________________________________
 AY0713* NAD 83(1986)-  29 29 52.     (N)    098 37 22.     (W)     SCALED    
 AY0713* NAVD 88     -       257.924  (meters)     846.21   (feet)  ADJUSTED  
 AY0713  ___________________________________________________________________
 AY0713  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AY0713  DYNAMIC HT  -         257.548 (meters)     844.97  (feet)  COMP
 AY0713  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 AY0713
 AY0713  VERT ORDER  -  FIRST     CLASS II
 AY0713
 AY0713.The horizontal coordinates were scaled from a topographic map and have
 AY0713.an estimated accuracy of +/- 6 seconds.
 AY0713
 AY0713.The orthometric height was determined by differential leveling
 AY0713.and adjusted by the National Geodetic Survey in June 1991..
 AY0713
 AY0713.The geoid height was determined by GEOID03.
 AY0713
 AY0713.The dynamic height is computed by dividing the NAVD 88
 AY0713.geopotential number by the normal gravity value computed on the
 AY0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0713.degrees latitude (g = 980.6199 gals.).
 AY0713
 AY0713.The modeled gravity was interpolated from observed gravity values.
 AY0713
 AY0713;                    North         East    Units  Estimated Accuracy
 AY0713;SPC TXSC     - 4,184,520.      636,570.      MT  (+/- 180 meters Scaled)
 AY0713
 AY0713                          SUPERSEDED SURVEY CONTROL
 AY0713
 AY0713  NGVD 29 (??/??/92)  257.795  (m)          845.78   (f) ADJ UNCH    1 2
 AY0713
 AY0713.Superseded values are not recommended for survey control.
 AY0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0713.See file dsdata.txt to determine how the superseded data were derived.
 AY0713
 AY0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT365631(NAD 83)
 AY0713_MARKER: DB = BENCH MARK DISK
 AY0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0713_STAMPING: T 481 1935
 AY0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0713+STABILITY: SURFACE MOTION
 AY0713
 AY0713  HISTORY     - Date     Condition        Report By
 AY0713  HISTORY     - 1935     MONUMENTED       CGS
 AY0713  HISTORY     - 1946     GOOD             NGS
 AY0713  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY0713  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY0713
 AY0713                          STATION DESCRIPTION
 AY0713
 AY0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0713'10.5 MI NW FROM SAN ANTONIO.
 AY0713'10.5 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 AY0713'AT SAN ANTONIO, 0.35 MILE NORTHWEST OF THE LEON VALLEY SCHOOL, 0.1
 AY0713'MILE SOUTHEAST OF WOLFFS GULF SERVICE STATION, 157.0 FEET NORTHWEST OF
 AY0713'THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTHWEST AND WHICH HAS STONE
 AY0713'PILLARS ON EACH SIDE AT THE JUNCTION WITH THE HIGHWAY, 31.5 FEET
 AY0713'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, ON THE RIGHT-OF-WAY FENCE
 AY0713'LINE, SET IN THE TOP OF CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY0713'THE GROUND.
 AY0713
 AY0713                          STATION RECOVERY (1953)
 AY0713
 AY0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY0713'MARK NOT FOUND.
 AY0713
 AY0713                          STATION RECOVERY (1995)
 AY0713
 AY0713'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1360 ***********************************************************************
 AY1360  DESIGNATION -  T 482
 AY1360  PID         -  AY1360
 AY1360  STATE/COUNTY-  TX/UVALDE
 AY1360  USGS QUAD   -  CHALK BLUFF (1960)
 AY1360
 AY1360                         *CURRENT SURVEY CONTROL
 AY1360  ___________________________________________________________________
 AY1360* NAD 83(1986)-  29 17 17.     (N)    099 52 34.     (W)     SCALED    
 AY1360* NAVD 88     -       311.289  (meters)    1021.29   (feet)  POSTED    
 AY1360  ___________________________________________________________________
 AY1360  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AY1360  DYNAMIC HT  -         310.840 (meters)    1019.81  (feet)  COMP
 AY1360  MODELED GRAV-     979,178.1   (mgal)                       NAVD 88
 AY1360
 AY1360  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1360
 AY1360.The horizontal coordinates were scaled from a topographic map and have
 AY1360.an estimated accuracy of +/- 6 seconds.
 AY1360
 AY1360.The orthometric height was determined by differential leveling
 AY1360.and adjusted by the National Geodetic Survey in 1992..
 AY1360.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1360.rate of 2.1 thru 3.0 mm/km.
 AY1360
 AY1360.The geoid height was determined by GEOID03.
 AY1360
 AY1360.The dynamic height is computed by dividing the NAVD 88
 AY1360.geopotential number by the normal gravity value computed on the
 AY1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1360.degrees latitude (g = 980.6199 gals.).
 AY1360
 AY1360.The modeled gravity was interpolated from observed gravity values.
 AY1360
 AY1360;                    North         East    Units  Estimated Accuracy
 AY1360;SPC TXSC     - 4,161,540.      514,880.      MT  (+/- 180 meters Scaled)
 AY1360
 AY1360                          SUPERSEDED SURVEY CONTROL
 AY1360
 AY1360  NGVD 29 (??/??/92)  311.160  (m)         1020.86   (f) ADJ UNCH    2 0
 AY1360
 AY1360.Superseded values are not recommended for survey control.
 AY1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1360.See file dsdata.txt to determine how the superseded data were derived.
 AY1360
 AY1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT149402(NAD 83)
 AY1360_MARKER: DB = BENCH MARK DISK
 AY1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1360_STAMPING: T 482 1935
 AY1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1360+STABILITY: SURFACE MOTION
 AY1360
 AY1360  HISTORY     - Date     Condition        Report By
 AY1360  HISTORY     - 1935     MONUMENTED       CGS
 AY1360  HISTORY     - 1960     MARK NOT FOUND   USGS
 AY1360  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 AY1360
 AY1360                          STATION DESCRIPTION
 AY1360
 AY1360'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AY1360'6.1 MI NW FROM UVALDE JUNCTION.
 AY1360'6.1 MILES NORTHWEST ALONG THE UVALDE AND NORTHERN RAILWAY FROM UVALDE
 AY1360'JUNCTION, UVALDE COUNTY, 675 FEET SOUTH OF MILEPOST 6, 105 FEET WEST
 AY1360'OF THE CENTERLINE OF THE TRACK, AT A ROAD CROSSING, 84 FEET EAST OF
 AY1360'THE CENTERLINE OF STATE HIGHWAY 55, AND 45 FEET SOUTH OF THE ROAD.  A
 AY1360'STANDARD DISK, STAMPED T 482 1935 AND SET IN THE TOP OF A CONCRETE
 AY1360'POST.
 AY1360
 AY1360                          STATION RECOVERY (2002)
 AY1360
 AY1360'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1214 ***********************************************************************
 BY1214  DESIGNATION -  T 483
 BY1214  PID         -  BY1214
 BY1214  STATE/COUNTY-  TX/NACOGDOCHES
 BY1214  USGS QUAD   -  WODEN (1983)
 BY1214
 BY1214                         *CURRENT SURVEY CONTROL
 BY1214  ___________________________________________________________________
 BY1214* NAD 83(1986)-  31 31 49.     (N)    094 36 56.     (W)     SCALED    
 BY1214* NAVD 88     -        88.43   (+/-2cm)     290.1    (feet)  VERTCON   
 BY1214  ___________________________________________________________________
 BY1214  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1214
 BY1214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1214
 BY1214.The horizontal coordinates were scaled from a topographic map and have
 BY1214.an estimated accuracy of +/- 6 seconds.
 BY1214
 BY1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1214.The vertical order pertains to the NGVD 29 superseded value.
 BY1214
 BY1214.The geoid height was determined by GEOID03.
 BY1214
 BY1214;                    North         East    Units  Estimated Accuracy
 BY1214;SPC TX C     - 3,220,550.    1,242,750.      MT  (+/- 180 meters Scaled)
 BY1214
 BY1214                          SUPERSEDED SURVEY CONTROL
 BY1214
 BY1214  NGVD 29 (??/??/92)   88.509  (m)          290.38   (f) ADJ UNCH    2 0
 BY1214
 BY1214.Superseded values are not recommended for survey control.
 BY1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1214.See file dsdata.txt to determine how the superseded data were derived.
 BY1214
 BY1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ466895(NAD 83)
 BY1214_MARKER: DB = BENCH MARK DISK
 BY1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1214_STAMPING: T 483 1948
 BY1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1214+STABILITY: SURFACE MOTION
 BY1214
 BY1214  HISTORY     - Date     Condition        Report By
 BY1214  HISTORY     - 1948     MONUMENTED       CGS
 BY1214  HISTORY     - 1963     GOOD             NGS
 BY1214  HISTORY     - 19980919 GOOD             USPSQD
 BY1214
 BY1214                          STATION DESCRIPTION
 BY1214
 BY1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BY1214'2.10 MI NW FROM LACYVILLE.
 BY1214'0.25 MILE EAST ALONG A GRADED DIRT ROAD FROM THE CROSSING OF A DIRT
 BY1214'ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT LACYVILLE, THENCE 1.85
 BY1214'MILES NORTHWEST ALONG A GRADED DIRT ROAD, 0.35 MILE SOUTHEAST OF A
 BY1214'POINT WHERE A UNITED GAS PIPE LINE CROSSES THE ROAD, 110.9 FEET
 BY1214'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FARMHOUSE, 76.0 FEET
 BY1214'NORTHEAST OF AND 5.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD,
 BY1214'18.0 FEET SOUTH OF THE CENTER LINE OF A DRIVE LEADING TO THE
 BY1214'FARMHOUSE, 4.3 FEET WEST OF A 32-INCH OAK TREE, 2.3 FEET EAST OF A
 BY1214'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BY1214'FOOT ABOVE THE GROUND. NOTE-- TO REACH FROM THE POST OFFICE IN
 BY1214'NACOGDOCHES, GO EASTERLY ON STATE HIGHWAY 21 FOR 0.55 MILE TO THE
 BY1214'JUNCTION OF FARM ROAD 1275, TURN RIGHT, THENCE 0.95 MILE ALONG FARM
 BY1214'ROAD 1275 TO THE JUNCTION OF FARM ROADS 1275 AND 2259, THENCE 3.0
 BY1214'MILES ALONG FARM ROAD 1275 TO A DIRT ROAD ON THE RIGHT, THENCE 1.8
 BY1214'MILES ALONG FARM ROAD 1275 TO BENCH MARK ON THE LEFT.
 BY1214
 BY1214                          STATION RECOVERY (1998)
 BY1214
 BY1214'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0247 ***********************************************************************
 BY0247  DESIGNATION -  T 484
 BY0247  PID         -  BY0247
 BY0247  STATE/COUNTY-  TX/SHELBY
 BY0247  USGS QUAD   -  NEUVILLE (1984)
 BY0247
 BY0247                         *CURRENT SURVEY CONTROL
 BY0247  ___________________________________________________________________
 BY0247* NAD 83(1986)-  31 39 39.     (N)    094 11 41.     (W)     SCALED    
 BY0247* NAVD 88     -        98.65   (+/-2cm)     323.7    (feet)  VERTCON   
 BY0247  ___________________________________________________________________
 BY0247  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY0247
 BY0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0247
 BY0247.The horizontal coordinates were scaled from a topographic map and have
 BY0247.an estimated accuracy of +/- 6 seconds.
 BY0247
 BY0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0247.The vertical order pertains to the NGVD 29 superseded value.
 BY0247
 BY0247.The geoid height was determined by GEOID03.
 BY0247
 BY0247;                    North         East    Units  Estimated Accuracy
 BY0247;SPC TX C     - 3,237,130.    1,281,860.      MT  (+/- 180 meters Scaled)
 BY0247
 BY0247                          SUPERSEDED SURVEY CONTROL
 BY0247
 BY0247  NGVD 29 (??/??/92)   98.688  (m)          323.78   (f) ADJ UNCH    2 0
 BY0247
 BY0247.Superseded values are not recommended for survey control.
 BY0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0247.See file dsdata.txt to determine how the superseded data were derived.
 BY0247
 BY0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR867034(NAD 83)
 BY0247_MARKER: DB = BENCH MARK DISK
 BY0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0247_STAMPING: T-484-1949
 BY0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0247+STABILITY: SURFACE MOTION
 BY0247
 BY0247  HISTORY     - Date     Condition        Report By
 BY0247  HISTORY     - 1949     MONUMENTED       CGS
 BY0247  HISTORY     - 1958     GOOD             USGS
 BY0247
 BY0247                          STATION DESCRIPTION
 BY0247
 BY0247'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0247'4.6 MI W FROM SHORT.
 BY0247'4.9 MI. SW ALONG GRADED DIRT ROAD FROM HOLTS STORE IN SHORT SETTLEMENT
 BY0247'TO JUNCTION WITH NEUVILLE-BRADY SCHOOL ROAD (ABANDONED) 850FT. S OF
 BY0247'BRADY CREEK, 95 FT. NE OF ROAD, 57 FT. SE OF THE ABANDONED
 BY0247'NEUVILLE-BRADY SCHOOL ROAD, 74.5 FT. SW OF A 30IN. OAK TREE, 18 FT. NE
 BY0247'OF A REFERENCE POST, A STANDARD TABLET SET IN THE TOP OF A CONCRETE
 BY0247'POST PROJECTING 0.5 FT. ABOVE GROUND.  STAMPED T 484 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0263 ***********************************************************************
 BY0263  DESIGNATION -  T 485
 BY0263  PID         -  BY0263
 BY0263  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0263  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0263
 BY0263                         *CURRENT SURVEY CONTROL
 BY0263  ___________________________________________________________________
 BY0263* NAD 83(1986)-  31 36 29.     (N)    094 16 19.     (W)     SCALED    
 BY0263* NAVD 88     -        99.90   (+/-2cm)     327.8    (feet)  VERTCON   
 BY0263  ___________________________________________________________________
 BY0263  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY0263
 BY0263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0263
 BY0263.The horizontal coordinates were scaled from a topographic map and have
 BY0263.an estimated accuracy of +/- 6 seconds.
 BY0263
 BY0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0263.The vertical order pertains to the NGVD 29 superseded value.
 BY0263
 BY0263.The geoid height was determined by GEOID03.
 BY0263
 BY0263;                    North         East    Units  Estimated Accuracy
 BY0263;SPC TX C     - 3,230,880.    1,274,860.      MT  (+/- 180 meters Scaled)
 BY0263
 BY0263                          SUPERSEDED SURVEY CONTROL
 BY0263
 BY0263  NGVD 29 (??/??/92)   99.932  (m)          327.86   (f) ADJ UNCH    2 0
 BY0263
 BY0263.Superseded values are not recommended for survey control.
 BY0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0263.See file dsdata.txt to determine how the superseded data were derived.
 BY0263
 BY0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ793976(NAD 83)
 BY0263_MARKER: DB = BENCH MARK DISK
 BY0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0263_STAMPING: T 485 1949
 BY0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0263+STABILITY: SURFACE MOTION
 BY0263
 BY0263  HISTORY     - Date     Condition        Report By
 BY0263  HISTORY     - 1949     MONUMENTED       CGS
 BY0263
 BY0263                          STATION DESCRIPTION
 BY0263
 BY0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0263'IN CAMP WORTH.
 BY0263'AT CAMP WORTH, 205.4 FEET EAST OF THE SOUTHEAST CORNER OF THE HIGH
 BY0263'SCHOOL, 174.0 FEET NORTHWEST OF THE CENTER LINE OF A
 BY0263'NORTHEAST-SOUTHWEST ROAD, 132.1 FEET SOUTH OF THE SOUTH CORNER OF A
 BY0263'CHURCH, 1.6 FEET WEST OF A REFERENCE POST, SET MIDWAY BETWEEN TWO
 BY0263'14-INCH PINE TREES THAT ARE 9.4 FEET APART, AND SET IN THE TOP OF A
 BY0263'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1094 ***********************************************************************
 BY1094  DESIGNATION -  T 486
 BY1094  PID         -  BY1094
 BY1094  STATE/COUNTY-  TX/NACOGDOCHES
 BY1094  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1094
 BY1094                         *CURRENT SURVEY CONTROL
 BY1094  ___________________________________________________________________
 BY1094* NAD 83(1986)-  31 36 44.     (N)    094 39 34.     (W)     SCALED    
 BY1094* NAVD 88     -        91.772  (meters)     301.09   (feet)  ADJUSTED  
 BY1094  ___________________________________________________________________
 BY1094  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY1094  DYNAMIC HT  -          91.658 (meters)     300.71  (feet)  COMP
 BY1094  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 BY1094
 BY1094  VERT ORDER  -  FIRST     CLASS II
 BY1094
 BY1094.The horizontal coordinates were scaled from a topographic map and have
 BY1094.an estimated accuracy of +/- 6 seconds.
 BY1094
 BY1094.The orthometric height was determined by differential leveling
 BY1094.and adjusted by the National Geodetic Survey in June 1991..
 BY1094
 BY1094.The geoid height was determined by GEOID03.
 BY1094
 BY1094.The dynamic height is computed by dividing the NAVD 88
 BY1094.geopotential number by the normal gravity value computed on the
 BY1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1094.degrees latitude (g = 980.6199 gals.).
 BY1094
 BY1094.The modeled gravity was interpolated from observed gravity values.
 BY1094
 BY1094;                    North         East    Units  Estimated Accuracy
 BY1094;SPC TX C     - 3,229,410.    1,238,120.      MT  (+/- 180 meters Scaled)
 BY1094
 BY1094                          SUPERSEDED SURVEY CONTROL
 BY1094
 BY1094  NGVD 29 (??/??/92)   91.879  (m)          301.44   (f) ADJ UNCH    1 2
 BY1094
 BY1094.Superseded values are not recommended for survey control.
 BY1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1094.See file dsdata.txt to determine how the superseded data were derived.
 BY1094
 BY1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ425986(NAD 83)
 BY1094_MARKER: DB = BENCH MARK DISK
 BY1094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1094_SP_SET: WELL HOUSE WALL
 BY1094_STAMPING: T 486 1949
 BY1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1094
 BY1094  HISTORY     - Date     Condition        Report By
 BY1094  HISTORY     - 1949     MONUMENTED       CGS
 BY1094  HISTORY     - 1977     GOOD             USGS
 BY1094  HISTORY     - 1979     GOOD             NGS
 BY1094  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1094
 BY1094                          STATION DESCRIPTION
 BY1094
 BY1094'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY1094'0.5 MI N FROM NACOGDOCHES.
 BY1094'0.5 MI NORTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE STATION
 BY1094'AT NACOGDOCHES, AT CITY WATER WELL NO. 2, 315.0 FT WEST OF THE WEST
 BY1094'RAIL OF THE TRACK, 60 FT EAST OF CENTER LINE OF N-S ST. (TYLER RD.),
 BY1094'30.5 FT SOUTH OF THE CENTER LINE OF A GRADED E-W ST. (TREATER ST.),
 BY1094'4.2 FT WEST OF THE NE CORNER AND SET VERTICALLY IN THE NORTH WALL OF
 BY1094'THE WELL HOUSE, AND 2.6 FEET ABOVE THE LEVEL OF THE GROUND.
 BY1094
 BY1094                          STATION RECOVERY (1979)
 BY1094
 BY1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1094'RECOVERED IN GOOD CONDITION.
 BY1094
 BY1094                          STATION RECOVERY (1998)
 BY1094
 BY1094'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0132 ***********************************************************************
 BY0132  DESIGNATION -  T 487
 BY0132  PID         -  BY0132
 BY0132  STATE/COUNTY-  TX/SHELBY
 BY0132  USGS QUAD   -  ARCADIA (1984)
 BY0132
 BY0132                         *CURRENT SURVEY CONTROL
 BY0132  ___________________________________________________________________
 BY0132* NAD 83(1986)-  31 49 17.     (N)    094 16 19.     (W)     SCALED    
 BY0132* NAVD 88     -       109.54   (+/-2cm)     359.4    (feet)  VERTCON   
 BY0132  ___________________________________________________________________
 BY0132  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BY0132
 BY0132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0132
 BY0132.The horizontal coordinates were scaled from a topographic map and have
 BY0132.an estimated accuracy of +/- 6 seconds.
 BY0132
 BY0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0132.The vertical order pertains to the NGVD 29 superseded value.
 BY0132
 BY0132.The geoid height was determined by GEOID03.
 BY0132
 BY0132;                    North         East    Units  Estimated Accuracy
 BY0132;SPC TX C     - 3,254,500.    1,273,570.      MT  (+/- 180 meters Scaled)
 BY0132
 BY0132                          SUPERSEDED SURVEY CONTROL
 BY0132
 BY0132  NGVD 29 (??/??/92)  109.564  (m)          359.46   (f) ADJ UNCH    2 0
 BY0132
 BY0132.Superseded values are not recommended for survey control.
 BY0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0132.See file dsdata.txt to determine how the superseded data were derived.
 BY0132
 BY0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR796213(NAD 83)
 BY0132_MARKER: DB = BENCH MARK DISK
 BY0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0132_STAMPING: T 487 1949
 BY0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0132+STABILITY: SURFACE MOTION
 BY0132
 BY0132  HISTORY     - Date     Condition        Report By
 BY0132  HISTORY     - 1949     MONUMENTED       CGS
 BY0132
 BY0132                          STATION DESCRIPTION
 BY0132
 BY0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0132'6.20 MI W FROM CENTER.
 BY0132'1.25 MILES NORTH ALONG U. S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0132'COURTHOUSE AT CENTER, THENCE 4.95 MILES WEST ALONG STATE HIGHWAY 87,
 BY0132'0.15 MILE EAST OF A BRIDGE, 0.5 MILE EAST OF JUNCTION WITH ROAD
 BY0132'LEADING SOUTH AND SLIGHT TURN IN THE HIGHWAY, 98.0 FEET SOUTH OF THE
 BY0132'CENTER LINE OF THE HIGHWAY, 74.0 FEET NORTH NORTHWEST OF THE NORTHWEST
 BY0132'CORNER OF THE FRONT PORCH OF THE IMITATION BRICK HOME OCCUPIED BY A.
 BY0132'R. RASBERRY (NEGRO), 53.0 FEET SOUTHEAST OF CORNER IN RIGHT-OF-WAY
 BY0132'FENCE, 1.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0132'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0508 ***********************************************************************
 BY0508  DESIGNATION -  T 488
 BY0508  PID         -  BY0508
 BY0508  STATE/COUNTY-  TX/ANGELINA
 BY0508  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0508
 BY0508                         *CURRENT SURVEY CONTROL
 BY0508  ___________________________________________________________________
 BY0508* NAD 83(1986)-  31 16 51.     (N)    094 29 08.     (W)     SCALED    
 BY0508* NAVD 88     -        74.59   (+/-2cm)     244.7    (feet)  VERTCON   
 BY0508  ___________________________________________________________________
 BY0508  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0508
 BY0508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0508
 BY0508.The horizontal coordinates were scaled from a topographic map and have
 BY0508.an estimated accuracy of +/- 6 seconds.
 BY0508
 BY0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0508.The vertical order pertains to the NGVD 29 superseded value.
 BY0508
 BY0508.The geoid height was determined by GEOID03.
 BY0508
 BY0508;                    North         East    Units  Estimated Accuracy
 BY0508;SPC TX C     - 3,193,570.    1,256,530.      MT  (+/- 180 meters Scaled)
 BY0508
 BY0508                          SUPERSEDED SURVEY CONTROL
 BY0508
 BY0508  NGVD 29 (??/??/92)   74.628  (m)          244.84   (f) ADJ UNCH    2 0
 BY0508
 BY0508.Superseded values are not recommended for survey control.
 BY0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0508.See file dsdata.txt to determine how the superseded data were derived.
 BY0508
 BY0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ585616(NAD 83)
 BY0508_MARKER: DB = BENCH MARK DISK
 BY0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0508_STAMPING: T 488 1949
 BY0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0508+STABILITY: SURFACE MOTION
 BY0508
 BY0508  HISTORY     - Date     Condition        Report By
 BY0508  HISTORY     - 1949     MONUMENTED       CGS
 BY0508  HISTORY     - 1979     GOOD             USGS
 BY0508
 BY0508                          STATION DESCRIPTION
 BY0508
 BY0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0508'3.55 MI W FROM ORA.
 BY0508'3.55 MILES WEST ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT
 BY0508'ORA, AT AN ABANDONED FARMHOUSE, 74.0 FEET SOUTHEAST OF THE SOUTHEAST
 BY0508'CORNER OF THE FARMHOUSE, 68.0 FEET NORTH OF THE CENTER LINE OF THE
 BY0508'ROAD, 52.3 FEET NORTHEAST OF A 24-INCH GUM TREE, 1.5 FEET SOUTHEAST OF
 BY0508'A REFERENCE POST, 1.0 FOOT SOUTHWEST OF A FENCE, AND SET IN THE TOP OF
 BY0508'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0508
 BY0508                          STATION RECOVERY (1979)
 BY0508
 BY0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0508'2.6 MI. WEST ALONG FARM ROAD 2109 FROM THE STORE AT ORA. 68 FT. N OF
 BY0508'ROAD, 16 FT. N. OF ROW FENCE, 17 FT. E OF A NW-SE FENCE, AT EAST EDGE
 BY0508'OF CLEARING, ABOUT 200 FT. SOUTHEAST OF A NEW BRICK HOME, A STANDARD
 BY0508'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE
 BY0508'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0920 ***********************************************************************
 BY0920  DESIGNATION -  T 489
 BY0920  PID         -  BY0920
 BY0920  STATE/COUNTY-  TX/ANGELINA
 BY0920  USGS QUAD   -  MANNING (1980)
 BY0920
 BY0920                         *CURRENT SURVEY CONTROL
 BY0920  ___________________________________________________________________
 BY0920* NAD 83(1986)-  31 07 58.     (N)    094 34 38.     (W)     SCALED    
 BY0920* NAVD 88     -        79.69   (+/-2cm)     261.4    (feet)  VERTCON   
 BY0920  ___________________________________________________________________
 BY0920  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BY0920
 BY0920  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0920
 BY0920.The horizontal coordinates were scaled from a topographic map and have
 BY0920.an estimated accuracy of +/- 6 seconds.
 BY0920
 BY0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0920.The vertical order pertains to the NGVD 29 superseded value.
 BY0920
 BY0920.The geoid height was determined by GEOID03.
 BY0920
 BY0920;                    North         East    Units  Estimated Accuracy
 BY0920;SPC TX C     - 3,176,720.    1,248,660.      MT  (+/- 180 meters Scaled)
 BY0920
 BY0920                          SUPERSEDED SURVEY CONTROL
 BY0920
 BY0920  NGVD 29 (??/??/92)   79.717  (m)          261.54   (f) ADJ UNCH    2 0
 BY0920
 BY0920.Superseded values are not recommended for survey control.
 BY0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0920.See file dsdata.txt to determine how the superseded data were derived.
 BY0920
 BY0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ496453(NAD 83)
 BY0920_MARKER: DB = BENCH MARK DISK
 BY0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0920_STAMPING: T 489 1949
 BY0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0920+STABILITY: SURFACE MOTION
 BY0920
 BY0920  HISTORY     - Date     Condition        Report By
 BY0920  HISTORY     - 1949     MONUMENTED       CGS
 BY0920
 BY0920                          STATION DESCRIPTION
 BY0920
 BY0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0920'5.5 MI W FROM SHAWNEE PRAIRIE.
 BY0920'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0920'SHAWNEE PRAIRIE, THENCE 2.6 MILES WEST ALONG A GRADED DIRT ROAD, 55.0
 BY0920'FEET NORTH OF THE CENTER LINE OF THE ROAD, 38.0 FEET SOUTH OF A
 BY0920'20-INCH GUM TREE, 71.0 FEET SOUTHWEST OF AN 18-INCH OAK TREE, 35.0
 BY0920'FEET NORTHEAST OF A 20-INCH GUM TREE, 32.0 FEET EAST OF THE CENTER
 BY0920'LINE OF A DIM WOODS TRAIL, 1.7 FEET SOUTH OF A REFERENCE POST, AND SET
 BY0920'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0960 ***********************************************************************
 BZ0960  DESIGNATION -  T 49
 BZ0960  PID         -  BZ0960
 BZ0960  STATE/COUNTY-  TX/CORYELL
 BZ0960  USGS QUAD   -  FORT HOOD (1995)
 BZ0960
 BZ0960                         *CURRENT SURVEY CONTROL
 BZ0960  ___________________________________________________________________
 BZ0960* NAD 83(1986)-  31 07 43.     (N)    097 50 05.     (W)     SCALED    
 BZ0960* NAVD 88     -       272.316  (meters)     893.42   (feet)  ADJUSTED  
 BZ0960  ___________________________________________________________________
 BZ0960  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BZ0960  DYNAMIC HT  -         271.951 (meters)     892.23  (feet)  COMP
 BZ0960  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 BZ0960
 BZ0960  VERT ORDER  -  FIRST     CLASS II
 BZ0960
 BZ0960.The horizontal coordinates were scaled from a topographic map and have
 BZ0960.an estimated accuracy of +/- 6 seconds.
 BZ0960
 BZ0960.The orthometric height was determined by differential leveling
 BZ0960.and adjusted by the National Geodetic Survey in June 1991..
 BZ0960
 BZ0960.The geoid height was determined by GEOID03.
 BZ0960
 BZ0960.The dynamic height is computed by dividing the NAVD 88
 BZ0960.geopotential number by the normal gravity value computed on the
 BZ0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0960.degrees latitude (g = 980.6199 gals.).
 BZ0960
 BZ0960.The modeled gravity was interpolated from observed gravity values.
 BZ0960
 BZ0960;                    North         East    Units  Estimated Accuracy
 BZ0960;SPC TX C     - 3,164,740.      938,260.      MT  (+/- 180 meters Scaled)
 BZ0960
 BZ0960                          SUPERSEDED SURVEY CONTROL
 BZ0960
 BZ0960  NGVD 29 (??/??/92)  272.233  (m)          893.15   (f) ADJ UNCH    1 2
 BZ0960
 BZ0960.Superseded values are not recommended for survey control.
 BZ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0960.See file dsdata.txt to determine how the superseded data were derived.
 BZ0960
 BZ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV110444(NAD 83)
 BZ0960_MARKER: DB = BENCH MARK DISK
 BZ0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0960_STAMPING: T 49 1953
 BZ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0960+STABILITY: SURFACE MOTION
 BZ0960
 BZ0960  HISTORY     - Date     Condition        Report By
 BZ0960  HISTORY     - 1953     MONUMENTED       CGS
 BZ0960  HISTORY     - 1957     GOOD             DOD
 BZ0960  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0960
 BZ0960                          STATION DESCRIPTION
 BZ0960
 BZ0960'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0960'6.4 MI W FROM KILLEEN.
 BZ0960'IN CORYELL COUNTY, 6.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA
 BZ0960'FE RAILWAY FROM THE STATION AT KILLEEN, BELL COUNTY, 4.2 MILES EAST OF
 BZ0960'THE STATION AT COPPERAS COVE, CORYELL COUNTY, 17 FEET WEST OF THE
 BZ0960'FIRST POLE EAST OF MILEPOST 250, 84 FEET SOUTHEAST OF THE SOUTHEAST
 BZ0960'CORNER OF TRESTLE 249 C, 35.3 FEET SOUTH OF THE SOUTH RAIL, 3 FEET
 BZ0960'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET LOWER THAN THE TOP
 BZ0960'OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 BZ0960'ABOVE GROUND.
 BZ0960
 BZ0960                          STATION RECOVERY (1983)
 BZ0960
 BZ0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0979 ***********************************************************************
 BY0979  DESIGNATION -  T 490
 BY0979  PID         -  BY0979
 BY0979  STATE/COUNTY-  TX/ANGELINA
 BY0979  USGS QUAD   -  WOLF HILL (1980)
 BY0979
 BY0979                         *CURRENT SURVEY CONTROL
 BY0979  ___________________________________________________________________
 BY0979* NAD 83(1986)-  31 07 14.     (N)    094 32 59.     (W)     SCALED    
 BY0979* NAVD 88     -        89.39   (+/-2cm)     293.3    (feet)  VERTCON   
 BY0979  ___________________________________________________________________
 BY0979  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BY0979
 BY0979  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0979
 BY0979.The horizontal coordinates were scaled from a topographic map and have
 BY0979.an estimated accuracy of +/- 6 seconds.
 BY0979
 BY0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0979.The vertical order pertains to the NGVD 29 superseded value.
 BY0979
 BY0979.The geoid height was determined by GEOID03.
 BY0979
 BY0979;                    North         East    Units  Estimated Accuracy
 BY0979;SPC TX C     - 3,175,510.    1,251,350.      MT  (+/- 180 meters Scaled)
 BY0979
 BY0979                          SUPERSEDED SURVEY CONTROL
 BY0979
 BY0979  NGVD 29 (??/??/92)   89.410  (m)          293.34   (f) ADJ UNCH    2 0
 BY0979
 BY0979.Superseded values are not recommended for survey control.
 BY0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0979.See file dsdata.txt to determine how the superseded data were derived.
 BY0979
 BY0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ522439(NAD 83)
 BY0979_MARKER: DB = BENCH MARK DISK
 BY0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0979_STAMPING: T 490 1949
 BY0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0979+STABILITY: SURFACE MOTION
 BY0979
 BY0979  HISTORY     - Date     Condition        Report By
 BY0979  HISTORY     - 1949     MONUMENTED       CGS
 BY0979
 BY0979                          STATION DESCRIPTION
 BY0979
 BY0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0979'13.40 MI NW FROM ZAVALLA.
 BY0979'3.65 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0979'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.25 MILES
 BY0979'NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.2 MILES SOUTHWEST ALONG A
 BY0979'GRADED DIRT ROAD, THENCE 4.3 MILES NORTHWEST ALONG A GRADED DIRT ROAD,
 BY0979'AT A JUNCTION WITH A DIRT ROAD LEADING WEST, 70.0 FEET WEST OF THE
 BY0979'CENTER LINE OF THE NORTH-SOUTH ROAD, 24.0 FEET NORTH OF THE CENTER
 BY0979'LINE OF THE ROAD LEADING WEST, 11.0 FEET WEST OF A FENCE CORNER POST,
 BY0979'2.0 FEET EAST OF A REFERENCE POST, 1.0 FOOT SOUTH OF A FENCE, AND SET
 BY0979'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0389 ***********************************************************************
 BY0389  DESIGNATION -  T 491
 BY0389  PID         -  BY0389
 BY0389  STATE/COUNTY-  TX/ANGELINA
 BY0389  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0389
 BY0389                         *CURRENT SURVEY CONTROL
 BY0389  ___________________________________________________________________
 BY0389* NAD 83(1986)-  31 12 18.     (N)    094 18 27.     (W)     SCALED    
 BY0389* NAVD 88     -        60.04   (+/-2cm)     197.0    (feet)  VERTCON   
 BY0389  ___________________________________________________________________
 BY0389  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BY0389
 BY0389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0389
 BY0389.The horizontal coordinates were scaled from a topographic map and have
 BY0389.an estimated accuracy of +/- 6 seconds.
 BY0389
 BY0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0389.The vertical order pertains to the NGVD 29 superseded value.
 BY0389
 BY0389.The geoid height was determined by GEOID03.
 BY0389
 BY0389;                    North         East    Units  Estimated Accuracy
 BY0389;SPC TX C     - 3,186,080.    1,273,910.      MT  (+/- 180 meters Scaled)
 BY0389
 BY0389                          SUPERSEDED SURVEY CONTROL
 BY0389
 BY0389  NGVD 29 (??/??/92)   60.068  (m)          197.07   (f) ADJ UNCH    2 0
 BY0389
 BY0389.Superseded values are not recommended for survey control.
 BY0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0389.See file dsdata.txt to determine how the superseded data were derived.
 BY0389
 BY0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ754530(NAD 83)
 BY0389_MARKER: DB = BENCH MARK DISK
 BY0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0389_STAMPING: T 491 1949
 BY0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0389+STABILITY: SURFACE MOTION
 BY0389
 BY0389  HISTORY     - Date     Condition        Report By
 BY0389  HISTORY     - 1949     MONUMENTED       CGS
 BY0389
 BY0389                          STATION DESCRIPTION
 BY0389
 BY0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0389'8.35 MI SE FROM ZAVALLA.
 BY0389'0.6 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0389'RAILROAD STATION AT ZAVALLA, THENCE 7.75 MILES NORTHEAST ALONG STATE
 BY0389'HIGHWAY 147, AT THE FARM HOME OF W.S. HARVEY, 47.0 FEET NORTHEAST OF
 BY0389'THE EAST CORNER OF THE HOUSE, 36.0 FEET NORTHWEST OF THE CENTER LINE
 BY0389'OF THE HIGHWAY, 11.0 FEET NORTHEAST OF THE CENTER LINE OF A WOODEN
 BY0389'GATE, 1.0 FOOT SOUTHEAST OF A FENCE, 2.2 FEET NORTHEAST OF A REFERENCE
 BY0389'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 BY0389'THE GROUND.  NOTE-- BENCH MARK K 493 IS 1.05 MILES NORTHEAST OF T 491.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0535 ***********************************************************************
 BY0535  DESIGNATION -  T 492
 BY0535  PID         -  BY0535
 BY0535  STATE/COUNTY-  TX/ANGELINA
 BY0535  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0535
 BY0535                         *CURRENT SURVEY CONTROL
 BY0535  ___________________________________________________________________
 BY0535* NAD 83(1986)-  31 08 58.     (N)    094 16 21.     (W)     SCALED    
 BY0535* NAVD 88     -        60.75   (+/-2cm)     199.3    (feet)  VERTCON   
 BY0535  ___________________________________________________________________
 BY0535  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0535
 BY0535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0535
 BY0535.The horizontal coordinates were scaled from a topographic map and have
 BY0535.an estimated accuracy of +/- 6 seconds.
 BY0535
 BY0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0535.The vertical order pertains to the NGVD 29 superseded value.
 BY0535
 BY0535.The geoid height was determined by GEOID03.
 BY0535
 BY0535;                    North         East    Units  Estimated Accuracy
 BY0535;SPC TX C     - 3,180,110.    1,277,580.      MT  (+/- 180 meters Scaled)
 BY0535
 BY0535                          SUPERSEDED SURVEY CONTROL
 BY0535
 BY0535  NGVD 29 (??/??/92)   60.765  (m)          199.36   (f) ADJ UNCH    2 0
 BY0535
 BY0535.Superseded values are not recommended for survey control.
 BY0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0535.See file dsdata.txt to determine how the superseded data were derived.
 BY0535
 BY0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ787468(NAD 83)
 BY0535_MARKER: DB = BENCH MARK DISK
 BY0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0535_STAMPING: T 492 1949
 BY0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0535+STABILITY: SURFACE MOTION
 BY0535
 BY0535  HISTORY     - Date     Condition        Report By
 BY0535  HISTORY     - 1949     MONUMENTED       CGS
 BY0535  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0535
 BY0535                          STATION DESCRIPTION
 BY0535
 BY0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0535'13.1 MI E FROM ZAVALLA.
 BY0535'0.6 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0535'RAILROAD STATION AT ZAVALLA, THENCE 6.75 MILES NORTHEAST ALONG STATE
 BY0535'HIGHWAY 147, THENCE 4.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 BY0535'THENCE 1.25 MILES SOUTHEAST ALONG FARM ROAD 329, THENCE 0.4 MILE
 BY0535'SOUTHWEST ALONG A GRADED DIRT ROAD, 47 FEET NORTHWEST OF THE CENTER
 BY0535'LINE OF THE ROAD, 30 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 BY0535'ROAD LEADING NORTHWEST, 1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN
 BY0535'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0535
 BY0535                          STATION RECOVERY (1979)
 BY0535
 BY0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0382 ***********************************************************************
 BY0382  DESIGNATION -  T 493
 BY0382  PID         -  BY0382
 BY0382  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0382  USGS QUAD   -  BROADDUS (1984)
 BY0382
 BY0382                         *CURRENT SURVEY CONTROL
 BY0382  ___________________________________________________________________
 BY0382* NAD 83(1986)-  31 17 47.     (N)    094 15 54.     (W)     SCALED    
 BY0382* NAVD 88     -        77.00   (+/-2cm)     252.6    (feet)  VERTCON   
 BY0382  ___________________________________________________________________
 BY0382  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BY0382
 BY0382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0382
 BY0382.The horizontal coordinates were scaled from a topographic map and have
 BY0382.an estimated accuracy of +/- 6 seconds.
 BY0382
 BY0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0382.The vertical order pertains to the NGVD 29 superseded value.
 BY0382
 BY0382.The geoid height was determined by GEOID03.
 BY0382
 BY0382;                    North         East    Units  Estimated Accuracy
 BY0382;SPC TX C     - 3,196,420.    1,277,400.      MT  (+/- 180 meters Scaled)
 BY0382
 BY0382                          SUPERSEDED SURVEY CONTROL
 BY0382
 BY0382  NGVD 29 (??/??/92)   77.023  (m)          252.70   (f) ADJ UNCH    2 0
 BY0382
 BY0382.Superseded values are not recommended for survey control.
 BY0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0382.See file dsdata.txt to determine how the superseded data were derived.
 BY0382
 BY0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ796631(NAD 83)
 BY0382_MARKER: DB = BENCH MARK DISK
 BY0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0382_STAMPING: T 493 1949
 BY0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0382+STABILITY: SURFACE MOTION
 BY0382
 BY0382  HISTORY     - Date     Condition        Report By
 BY0382  HISTORY     - 1949     MONUMENTED       CGS
 BY0382
 BY0382                          STATION DESCRIPTION
 BY0382
 BY0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0382'0.8 MI SW FROM BROADDUS.
 BY0382'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0382'BROADDUS, 66 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET
 BY0382'NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST, 38 FEET
 BY0382'NORTH OF THE NORTHEAST CORNER OF WILLIAMS GROCERY STORE, 4.2 FEET EAST
 BY0382'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 BY0382'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0331 ***********************************************************************
 BY0331  DESIGNATION -  T 494
 BY0331  PID         -  BY0331
 BY0331  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0331  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0331
 BY0331                         *CURRENT SURVEY CONTROL
 BY0331  ___________________________________________________________________
 BY0331* NAD 83(1986)-  31 26 00.     (N)    094 17 59.     (W)     SCALED    
 BY0331* NAVD 88     -        69.02   (+/-2cm)     226.4    (feet)  VERTCON   
 BY0331  ___________________________________________________________________
 BY0331  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY0331
 BY0331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0331
 BY0331.The horizontal coordinates were scaled from a topographic map and have
 BY0331.an estimated accuracy of +/- 6 seconds.
 BY0331
 BY0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0331.The vertical order pertains to the NGVD 29 superseded value.
 BY0331
 BY0331.The geoid height was determined by GEOID03.
 BY0331
 BY0331;                    North         East    Units  Estimated Accuracy
 BY0331;SPC TX C     - 3,211,400.    1,273,280.      MT  (+/- 180 meters Scaled)
 BY0331
 BY0331                          SUPERSEDED SURVEY CONTROL
 BY0331
 BY0331  NGVD 29 (??/??/92)   69.060  (m)          226.57   (f) ADJ UNCH    2 0
 BY0331
 BY0331.Superseded values are not recommended for survey control.
 BY0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0331.See file dsdata.txt to determine how the superseded data were derived.
 BY0331
 BY0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ764783(NAD 83)
 BY0331_MARKER: DB = BENCH MARK DISK
 BY0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0331_STAMPING: T 494 1949
 BY0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0331+STABILITY: SURFACE MOTION
 BY0331
 BY0331  HISTORY     - Date     Condition        Report By
 BY0331  HISTORY     - 1949     MONUMENTED       CGS
 BY0331  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0331
 BY0331                          STATION DESCRIPTION
 BY0331
 BY0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0331'8.95 MI SE FROM CHIRENO.
 BY0331'3.5 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0331'BUSINESS ROUTE 21 AND STATE HIGHWAY 21 AT CHIRENO, THENCE 5.45 MILES
 BY0331'SOUTH ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF J.C. PATE, 260.0
 BY0331'FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 50.0 FEET SOUTH OF
 BY0331'THE CENTER LINE OF THE ROAD, 19.0 FEET WEST OF THE CENTER LINE OF
 BY0331'PRIVATE DRIVEWAY AND A GATE, 1.0 FOOT NORTH OF THE FENCE, 1.6 FEET
 BY0331'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0331'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 BY0331
 BY0331                          STATION RECOVERY (1998)
 BY0331
 BY0331'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0679 ***********************************************************************
 AY0679  DESIGNATION -  T 495
 AY0679  PID         -  AY0679
 AY0679  STATE/COUNTY-  TX/BEXAR
 AY0679  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0679
 AY0679                         *CURRENT SURVEY CONTROL
 AY0679  ___________________________________________________________________
 AY0679* NAD 83(1986)-  29 26 31.     (N)    098 36 45.     (W)     SCALED    
 AY0679* NAVD 88     -       252.947  (meters)     829.88   (feet)  ADJUSTED  
 AY0679  ___________________________________________________________________
 AY0679  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY0679  DYNAMIC HT  -         252.579 (meters)     828.67  (feet)  COMP
 AY0679  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AY0679
 AY0679  VERT ORDER  -  FIRST     CLASS II
 AY0679
 AY0679.The horizontal coordinates were scaled from a topographic map and have
 AY0679.an estimated accuracy of +/- 6 seconds.
 AY0679
 AY0679.The orthometric height was determined by differential leveling
 AY0679.and adjusted by the National Geodetic Survey in June 1991..
 AY0679
 AY0679.The geoid height was determined by GEOID03.
 AY0679
 AY0679.The dynamic height is computed by dividing the NAVD 88
 AY0679.geopotential number by the normal gravity value computed on the
 AY0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0679.degrees latitude (g = 980.6199 gals.).
 AY0679
 AY0679.The modeled gravity was interpolated from observed gravity values.
 AY0679
 AY0679;                    North         East    Units  Estimated Accuracy
 AY0679;SPC TXSC     - 4,178,340.      637,590.      MT  (+/- 180 meters Scaled)
 AY0679
 AY0679                          SUPERSEDED SURVEY CONTROL
 AY0679
 AY0679  NGVD 29 (??/??/92)  252.831  (m)          829.50   (f) ADJ UNCH    1 2
 AY0679
 AY0679.Superseded values are not recommended for survey control.
 AY0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0679.See file dsdata.txt to determine how the superseded data were derived.
 AY0679
 AY0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT375570(NAD 83)
 AY0679_MARKER: DB = BENCH MARK DISK
 AY0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0679_SP_SET: ABUTMENT
 AY0679_STAMPING: T 495 1952
 AY0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0679
 AY0679  HISTORY     - Date     Condition        Report By
 AY0679  HISTORY     - 1952     MONUMENTED       CGS
 AY0679  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0679
 AY0679                          STATION DESCRIPTION
 AY0679
 AY0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0679'IN SAN ANTONIO.
 AY0679'AT SAN ANTONIO, 0.7 MILE WEST ALONG WEST COMMERCE STREET FROM ITS
 AY0679'JUNCTION WITH CALLAGHAN ROAD, THENCE 0.4 MILE NORTH ALONG A PRIVATE
 AY0679'ROAD, AT THE SOUTHWEST RESEARCH INSTUTE, 7 FEET WEST OF THE CENTER
 AY0679'LINE OF A PRIVATE ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST
 AY0679'ABUTMENT OF A CATTLE GUARD.
 AY0679
 AY0679                          STATION RECOVERY (1995)
 AY0679
 AY0679'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0991 ***********************************************************************
 AY0991  DESIGNATION -  T 496
 AY0991  PID         -  AY0991
 AY0991  STATE/COUNTY-  TX/BEXAR
 AY0991  USGS QUAD   -  CASTLE HILLS (1992)
 AY0991
 AY0991                         *CURRENT SURVEY CONTROL
 AY0991  ___________________________________________________________________
 AY0991* NAD 83(1986)-  29 32 54.     (N)    098 34 28.     (W)     SCALED    
 AY0991* NAVD 88     -       310.741  (meters)    1019.49   (feet)  POSTED    
 AY0991  ___________________________________________________________________
 AY0991  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AY0991  DYNAMIC HT  -         310.290 (meters)    1018.01  (feet)  COMP
 AY0991  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 AY0991
 AY0991  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0991
 AY0991.The horizontal coordinates were scaled from a topographic map and have
 AY0991.an estimated accuracy of +/- 6 seconds.
 AY0991
 AY0991.The orthometric height was determined by differential leveling
 AY0991.and adjusted by the National Geodetic Survey in 1992..
 AY0991.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0991.rate of 0.0 thru 1.0 mm/km.
 AY0991
 AY0991.The geoid height was determined by GEOID03.
 AY0991
 AY0991.The dynamic height is computed by dividing the NAVD 88
 AY0991.geopotential number by the normal gravity value computed on the
 AY0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0991.degrees latitude (g = 980.6199 gals.).
 AY0991
 AY0991.The modeled gravity was interpolated from observed gravity values.
 AY0991
 AY0991;                    North         East    Units  Estimated Accuracy
 AY0991;SPC TXSC     - 4,190,140.      641,240.      MT  (+/- 180 meters Scaled)
 AY0991
 AY0991                          SUPERSEDED SURVEY CONTROL
 AY0991
 AY0991  NGVD 29 (??/??/92)  310.619  (m)         1019.09   (f) ADJ UNCH    1 2
 AY0991
 AY0991.Superseded values are not recommended for survey control.
 AY0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0991.See file dsdata.txt to determine how the superseded data were derived.
 AY0991
 AY0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT412688(NAD 83)
 AY0991_MARKER: DB = BENCH MARK DISK
 AY0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0991_STAMPING: T 496 1952
 AY0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0991+STABILITY: SURFACE MOTION
 AY0991
 AY0991  HISTORY     - Date     Condition        Report By
 AY0991  HISTORY     - 1952     MONUMENTED       CGS
 AY0991  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0991  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 AY0991
 AY0991                          STATION DESCRIPTION
 AY0991
 AY0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0991'IN SAN ANTONIO.
 AY0991'AT SAN ANTONIO, 0.5 MILE NORTHEAST ALONG HUEBNER ROAD FROM ITS
 AY0991'JUNCTION WITH U.S. HIGHWAY 87 (FREDERICKSBURG ROAD), 135 FEET
 AY0991'NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO A LARGE
 AY0991'STUCCO HOUSE, 43 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD
 AY0991'LEADING NORTHWEST, 20 FEET SOUTHEAST OF THE CENTER LINE OF HUEBNER
 AY0991'ROAD, 3.6 FEET SOUTHWEST OF A FENCE LEADING SOUTHEAST, 2 FEET
 AY0991'NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY0991'0.4 FOOT ABOVE THE GROUND.
 AY0991
 AY0991                          STATION RECOVERY (1967)
 AY0991
 AY0991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0991'MARK NOT FOUND.
 AY0991
 AY0991                          STATION RECOVERY (1995)
 AY0991
 AY0991'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0086 ***********************************************************************
 AY0086  DESIGNATION -  T 497
 AY0086  PID         -  AY0086
 AY0086  STATE/COUNTY-  TX/BEXAR
 AY0086  USGS QUAD   -  LONGHORN (1992)
 AY0086
 AY0086                         *CURRENT SURVEY CONTROL
 AY0086  ___________________________________________________________________
 AY0086* NAD 83(1986)-  29 31 32.     (N)    098 26 21.     (W)     SCALED    
 AY0086* NAVD 88     -       227.687  (meters)     747.00   (feet)  POSTED    
 AY0086  ___________________________________________________________________
 AY0086  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AY0086  DYNAMIC HT  -         227.360 (meters)     745.93  (feet)  COMP
 AY0086  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY0086
 AY0086  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0086
 AY0086.The horizontal coordinates were scaled from a topographic map and have
 AY0086.an estimated accuracy of +/- 6 seconds.
 AY0086
 AY0086.The orthometric height was determined by differential leveling
 AY0086.and adjusted by the National Geodetic Survey in 1992..
 AY0086.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0086.rate of 1.1 thru 2.0 mm/km.
 AY0086
 AY0086.The geoid height was determined by GEOID03.
 AY0086
 AY0086.The dynamic height is computed by dividing the NAVD 88
 AY0086.geopotential number by the normal gravity value computed on the
 AY0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0086.degrees latitude (g = 980.6199 gals.).
 AY0086
 AY0086.The modeled gravity was interpolated from observed gravity values.
 AY0086
 AY0086;                    North         East    Units  Estimated Accuracy
 AY0086;SPC TXSC     - 4,187,670.      654,360.      MT  (+/- 180 meters Scaled)
 AY0086
 AY0086                          SUPERSEDED SURVEY CONTROL
 AY0086
 AY0086  NGVD 29 (??/??/92)  227.557  (m)          746.58   (f) ADJ UNCH    1 2
 AY0086
 AY0086.Superseded values are not recommended for survey control.
 AY0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0086.See file dsdata.txt to determine how the superseded data were derived.
 AY0086
 AY0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT543663(NAD 83)
 AY0086_MARKER: DB = BENCH MARK DISK
 AY0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0086_STAMPING: T 497 1953
 AY0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0086+STABILITY: SURFACE MOTION
 AY0086
 AY0086  HISTORY     - Date     Condition        Report By
 AY0086  HISTORY     - 1953     MONUMENTED       CGS
 AY0086  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0086  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0086  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0086
 AY0086                          STATION DESCRIPTION
 AY0086
 AY0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0086'IN SAN ANTONIO.
 AY0086'AT SAN ANTONIO, AT THE INTERSECTION OF BITTERS ROAD AND NACOGDOCHES
 AY0086'ROAD, 32 FEET NORTHEAST OF THE CENTER LINE OF BITTERS ROAD, 43 FEET
 AY0086'NORTHWEST OF THE CENTER LINE OF NACOGDOCHES ROAD, 44 FEET WEST OF A
 AY0086'TELEPHONE POLE, 4 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTH OF A
 AY0086'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY0086'THE GROUND.
 AY0086
 AY0086                          STATION RECOVERY (1967)
 AY0086
 AY0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0086'MARK NOT FOUND.
 AY0086
 AY0086                          STATION RECOVERY (1989)
 AY0086
 AY0086'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0086'MARK NOT FOUND.
 AY0086
 AY0086                          STATION RECOVERY (1999)
 AY0086
 AY0086'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0398 ***********************************************************************
 AY0398  DESIGNATION -  T 498
 AY0398  PID         -  AY0398
 AY0398  STATE/COUNTY-  TX/BEXAR
 AY0398  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0398
 AY0398                         *CURRENT SURVEY CONTROL
 AY0398  ___________________________________________________________________
 AY0398* NAD 83(1986)-  29 24 59.     (N)    098 24 19.     (W)     SCALED    
 AY0398* NAVD 88     -       199.309  (meters)     653.90   (feet)  ADJUSTED  
 AY0398  ___________________________________________________________________
 AY0398  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0398  DYNAMIC HT  -         199.019 (meters)     652.95  (feet)  COMP
 AY0398  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY0398
 AY0398  VERT ORDER  -  FIRST     CLASS II
 AY0398
 AY0398.The horizontal coordinates were scaled from a topographic map and have
 AY0398.an estimated accuracy of +/- 6 seconds.
 AY0398
 AY0398.The orthometric height was determined by differential leveling
 AY0398.and adjusted by the National Geodetic Survey in June 1991..
 AY0398
 AY0398.The geoid height was determined by GEOID03.
 AY0398
 AY0398.The dynamic height is computed by dividing the NAVD 88
 AY0398.geopotential number by the normal gravity value computed on the
 AY0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0398.degrees latitude (g = 980.6199 gals.).
 AY0398
 AY0398.The modeled gravity was interpolated from observed gravity values.
 AY0398
 AY0398;                    North         East    Units  Estimated Accuracy
 AY0398;SPC TXSC     - 4,175,590.      657,710.      MT  (+/- 180 meters Scaled)
 AY0398
 AY0398                          SUPERSEDED SURVEY CONTROL
 AY0398
 AY0398  NGVD 29 (??/??/92)  199.212  (m)          653.58   (f) ADJ UNCH    1 2
 AY0398
 AY0398.Superseded values are not recommended for survey control.
 AY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0398.See file dsdata.txt to determine how the superseded data were derived.
 AY0398
 AY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT576542(NAD 83)
 AY0398_MARKER: DB = BENCH MARK DISK
 AY0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0398_STAMPING: T 498 1953
 AY0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0398+STABILITY: SURFACE MOTION
 AY0398
 AY0398  HISTORY     - Date     Condition        Report By
 AY0398  HISTORY     - 1953     MONUMENTED       CGS
 AY0398  HISTORY     - 19870114 MARK NOT FOUND   USGS
 AY0398  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0398
 AY0398                          STATION DESCRIPTION
 AY0398
 AY0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0398'IN SAN ANTONIO.
 AY0398'AT SAN ANTONIO, 1.0 MILE SOUTH ALONG LOOP 13 FROM ITS INTERSECTION
 AY0398'WITH U.S. HIGHWAY 90 (EAST COMMERCE STREET), 48 FEET EAST OF THE
 AY0398'CENTER LINE OF LOOP 13, 60 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 AY0398'DRIVEWAY 4.5 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A FENCE,
 AY0398'2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY0398'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0398
 AY0398                          STATION RECOVERY (1987)
 AY0398
 AY0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0398'MARK NOT FOUND.
 AY0398
 AY0398                          STATION RECOVERY (1995)
 AY0398
 AY0398'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0415 ***********************************************************************
 AY0415  DESIGNATION -  T 499
 AY0415  PID         -  AY0415
 AY0415  STATE/COUNTY-  TX/BEXAR
 AY0415  USGS QUAD   -  SOUTHTON (1992)
 AY0415
 AY0415                         *CURRENT SURVEY CONTROL
 AY0415  ___________________________________________________________________
 AY0415* NAD 83(1986)-  29 20 09.     (N)    098 23 40.     (W)     SCALED    
 AY0415* NAVD 88     -       179.289  (meters)     588.22   (feet)  ADJUSTED  
 AY0415  ___________________________________________________________________
 AY0415  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0415  DYNAMIC HT  -         179.029 (meters)     587.36  (feet)  COMP
 AY0415  MODELED GRAV-     979,190.2   (mgal)                       NAVD 88
 AY0415
 AY0415  VERT ORDER  -  FIRST     CLASS II
 AY0415
 AY0415.The horizontal coordinates were scaled from a topographic map and have
 AY0415.an estimated accuracy of +/- 6 seconds.
 AY0415
 AY0415.The orthometric height was determined by differential leveling
 AY0415.and adjusted by the National Geodetic Survey in June 1991..
 AY0415
 AY0415.The geoid height was determined by GEOID03.
 AY0415
 AY0415.The dynamic height is computed by dividing the NAVD 88
 AY0415.geopotential number by the normal gravity value computed on the
 AY0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0415.degrees latitude (g = 980.6199 gals.).
 AY0415
 AY0415.The modeled gravity was interpolated from observed gravity values.
 AY0415
 AY0415;                    North         East    Units  Estimated Accuracy
 AY0415;SPC TXSC     - 4,166,670.      658,810.      MT  (+/- 180 meters Scaled)
 AY0415
 AY0415                          SUPERSEDED SURVEY CONTROL
 AY0415
 AY0415  NGVD 29 (??/??/92)  179.198  (m)          587.92   (f) ADJ UNCH    1 2
 AY0415
 AY0415.Superseded values are not recommended for survey control.
 AY0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0415.See file dsdata.txt to determine how the superseded data were derived.
 AY0415
 AY0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT587453(NAD 83)
 AY0415_MARKER: DB = BENCH MARK DISK
 AY0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0415_STAMPING: T 499 1953
 AY0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0415+STABILITY: SURFACE MOTION
 AY0415
 AY0415  HISTORY     - Date     Condition        Report By
 AY0415  HISTORY     - 1953     MONUMENTED       CGS
 AY0415  HISTORY     - 19861126 GOOD             USGS
 AY0415  HISTORY     - 19950701 GOOD             USPSQD
 AY0415
 AY0415                          STATION DESCRIPTION
 AY0415
 AY0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0415'IN SAN ANTONIO.
 AY0415'AT SAN ANTONIO, 1.3 MILES NORTH ALONG W.W. WHITE ROAD FROM THE
 AY0415'HIGHLAND SCHOOL, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 20 FEET
 AY0415'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST, 10.4 FEET
 AY0415'NORTH OF A POWER POLE, 1.8 FEET WEST OF A FENCE, 2 FEET NORTH OF A
 AY0415'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0415'FOOT ABOVE THE GROUND.
 AY0415
 AY0415                          STATION RECOVERY (1986)
 AY0415
 AY0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0415'RECOVERED IN GOOD CONDITION.
 AY0415
 AY0415                          STATION RECOVERY (1995)
 AY0415
 AY0415'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1198 ***********************************************************************
 FL1198  DESIGNATION -  T 4992
 FL1198  PID         -  FL1198
 FL1198  STATE/COUNTY-  TX/POTTER
 FL1198  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1198
 FL1198                         *CURRENT SURVEY CONTROL
 FL1198  ___________________________________________________________________
 FL1198* NAD 83(1986)-  35 19 24.     (N)    101 37 06.     (W)     SCALED    
 FL1198* NAVD 88     -      1090.897  (meters)    3579.05   (feet)  ADJUSTED  
 FL1198  ___________________________________________________________________
 FL1198  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL1198  DYNAMIC HT  -        1089.603 (meters)    3574.81  (feet)  COMP
 FL1198  MODELED GRAV-     979,410.3   (mgal)                       NAVD 88
 FL1198
 FL1198  VERT ORDER  -  SECOND    CLASS 0
 FL1198
 FL1198.The horizontal coordinates were scaled from a topographic map and have
 FL1198.an estimated accuracy of +/- 6 seconds.
 FL1198
 FL1198.The orthometric height was determined by differential leveling
 FL1198.and adjusted by the National Geodetic Survey in June 1991..
 FL1198
 FL1198.The geoid height was determined by GEOID03.
 FL1198
 FL1198.The dynamic height is computed by dividing the NAVD 88
 FL1198.geopotential number by the normal gravity value computed on the
 FL1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1198.degrees latitude (g = 980.6199 gals.).
 FL1198
 FL1198.The modeled gravity was interpolated from observed gravity values.
 FL1198
 FL1198;                    North         East    Units  Estimated Accuracy
 FL1198;SPC TX N     - 1,146,810.      189,240.      MT  (+/- 180 meters Scaled)
 FL1198
 FL1198                          SUPERSEDED SURVEY CONTROL
 FL1198
 FL1198  NGVD 29 (??/??/92) 1090.384  (m)         3577.37   (f) ADJ UNCH    2 0
 FL1198
 FL1198.Superseded values are not recommended for survey control.
 FL1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1198.See file dsdata.txt to determine how the superseded data were derived.
 FL1198
 FL1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE619120(NAD 83)
 FL1198_MARKER: DD = SURVEY DISK
 FL1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1198_STAMPING: T 4992
 FL1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1198+STABILITY: SURFACE MOTION
 FL1198
 FL1198  HISTORY     - Date     Condition        Report By
 FL1198  HISTORY     - UNK      MONUMENTED       USGS
 FL1198  HISTORY     - 1935     GOOD             NGS
 FL1198
 FL1198                          STATION DESCRIPTION
 FL1198
 FL1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1198'2.45 MI E FROM MASTERSON.
 FL1198'TO REACH BENCHMARK FROM RAILROAD DEPOT GO EAST ALONG GRADED ROAD 2.45
 FL1198'MILES.  BENCHMARK IS SET AT JUNCTION OF T-ROAD FROM THE WEST.  BEING
 FL1198'31.0 FEET NORTHWEST OF CENTER-LINE OF ROAD JUNCTION, AND IN THE
 FL1198'SOUTHEAST CORNER OF CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0411 ***********************************************************************
 BN0411  DESIGNATION -  T 5
 BN0411  PID         -  BN0411
 BN0411  STATE/COUNTY-  TX/KIMBLE
 BN0411  USGS QUAD   -  ELM SLOUGH (1987)
 BN0411
 BN0411                         *CURRENT SURVEY CONTROL
 BN0411  ___________________________________________________________________
 BN0411* NAD 83(1986)-  30 30 46.     (N)    099 51 59.     (W)     SCALED    
 BN0411* NAVD 88     -       539.640  (meters)    1770.47   (feet)  POSTED    
 BN0411  ___________________________________________________________________
 BN0411  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 BN0411  DYNAMIC HT  -         538.870 (meters)    1767.94  (feet)  COMP
 BN0411  MODELED GRAV-     979,206.7   (mgal)                       NAVD 88
 BN0411
 BN0411  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0411
 BN0411.The horizontal coordinates were scaled from a topographic map and have
 BN0411.an estimated accuracy of +/- 6 seconds.
 BN0411
 BN0411.The orthometric height was determined by differential leveling
 BN0411.and adjusted by the National Geodetic Survey in 1992..
 BN0411.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0411.rate of 0.0 thru 1.0 mm/km.
 BN0411
 BN0411.The geoid height was determined by GEOID03.
 BN0411
 BN0411.The dynamic height is computed by dividing the NAVD 88
 BN0411.geopotential number by the normal gravity value computed on the
 BN0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0411.degrees latitude (g = 980.6199 gals.).
 BN0411
 BN0411.The modeled gravity was interpolated from observed gravity values.
 BN0411
 BN0411;                    North         East    Units  Estimated Accuracy
 BN0411;SPC TX C     - 3,093,890.      744,820.      MT  (+/- 180 meters Scaled)
 BN0411
 BN0411                          SUPERSEDED SURVEY CONTROL
 BN0411
 BN0411  NGVD 29 (??/??/92)  539.595  (m)         1770.32   (f) ADJ UNCH    1 2
 BN0411
 BN0411.Superseded values are not recommended for survey control.
 BN0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0411.See file dsdata.txt to determine how the superseded data were derived.
 BN0411
 BN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU168759(NAD 83)
 BN0411_MARKER: DD = SURVEY DISK
 BN0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0411_STAMPING: PRIM TRAV STA NO 5T I F TEXAS 1925
 BN0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0411+STABILITY: SURFACE MOTION
 BN0411
 BN0411  HISTORY     - Date     Condition        Report By
 BN0411  HISTORY     - 1925     MONUMENTED       USGS
 BN0411  HISTORY     - 1958     GOOD             NGS
 BN0411
 BN0411                          STATION DESCRIPTION
 BN0411
 BN0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BN0411'7.5 MI W FROM JUNCTION.
 BN0411'ABOUT 7.5 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURT HOUSE AT
 BN0411'JUNCTION, 66 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1
 BN0411'MILE SOUTHEAST AND ACROSS THE HIGHWAY FROM A SMALL HOUSE, 75 FEET EAST
 BN0411'OF A PECAN TREE, 73 FEET EAST OF THE NORTHEAST CORNER OF A CULTIVATED
 BN0411'FIELD, 4 FEET NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A CONCRETE
 BN0411'WITNESS POST, ABOUT 3 FEET LOWER THAN THE LEVEL OF THE HIGHWAY, AND IN
 BN0411'A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0910 ***********************************************************************
 BZ0910  DESIGNATION -  T 50
 BZ0910  PID         -  BZ0910
 BZ0910  STATE/COUNTY-  TX/BELL
 BZ0910  USGS QUAD   -  NOLANVILLE (1995)
 BZ0910
 BZ0910                         *CURRENT SURVEY CONTROL
 BZ0910  ___________________________________________________________________
 BZ0910* NAD 83(1986)-  31 05 09.     (N)    097 31 32.     (W)     SCALED    
 BZ0910* NAVD 88     -       183.234  (meters)     601.16   (feet)  ADJUSTED  
 BZ0910  ___________________________________________________________________
 BZ0910  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BZ0910  DYNAMIC HT  -         182.991 (meters)     600.36  (feet)  COMP
 BZ0910  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 BZ0910
 BZ0910  VERT ORDER  -  FIRST     CLASS II
 BZ0910
 BZ0910.The horizontal coordinates were scaled from a topographic map and have
 BZ0910.an estimated accuracy of +/- 6 seconds.
 BZ0910
 BZ0910.The orthometric height was determined by differential leveling
 BZ0910.and adjusted by the National Geodetic Survey in June 1991..
 BZ0910.WARNING-Repeat measurements at this control monument indicate possible
 BZ0910.vertical movement.
 BZ0910
 BZ0910.The geoid height was determined by GEOID03.
 BZ0910
 BZ0910.The dynamic height is computed by dividing the NAVD 88
 BZ0910.geopotential number by the normal gravity value computed on the
 BZ0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0910.degrees latitude (g = 980.6199 gals.).
 BZ0910
 BZ0910.The modeled gravity was interpolated from observed gravity values.
 BZ0910
 BZ0910;                    North         East    Units  Estimated Accuracy
 BZ0910;SPC TX C     - 3,160,700.      967,850.      MT  (+/- 180 meters Scaled)
 BZ0910
 BZ0910                          SUPERSEDED SURVEY CONTROL
 BZ0910
 BZ0910  NGVD 29 (??/??/92)  183.175  (m)          600.97   (f) ADJ UNCH    1 2
 BZ0910
 BZ0910.Superseded values are not recommended for survey control.
 BZ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0910.See file dsdata.txt to determine how the superseded data were derived.
 BZ0910
 BZ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV406400(NAD 83)
 BZ0910_MARKER: DB = BENCH MARK DISK
 BZ0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0910_SP_SET: BRIDGE
 BZ0910_STAMPING: T 50 1953
 BZ0910_MARK LOGO: CGS   
 BZ0910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ0910+STABILITY: POSITION/ELEVATION WELL
 BZ0910
 BZ0910  HISTORY     - Date     Condition        Report By
 BZ0910  HISTORY     - 1953     MONUMENTED       CGS
 BZ0910  HISTORY     - 1957     GOOD             DOD
 BZ0910  HISTORY     - 1983     GOOD             NGS
 BZ0910
 BZ0910                          STATION DESCRIPTION
 BZ0910
 BZ0910'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0910'4.2 MI W FROM BELTON.
 BZ0910'4.2 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0910'STATION AT BELTON, BELL COUNTY, 4.5 MILES NORTHEAST OF THE STATION AT
 BZ0910'NOLANVILLE, 0.2 MILE EAST OF MILEPOST 231, AT BRIDGE 230 B OVER NOLAN
 BZ0910'CREEK, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE PIER, 7.3 FEET
 BZ0910'SOUTH OF THE SOUTH RAIL, AND ABOUT 6 FEET LOWER THAN THE TOP OF THE
 BZ0910'RAIL.
 BZ0910
 BZ0910                          STATION RECOVERY (1983)
 BZ0910
 BZ0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0967 ***********************************************************************
 BY0967  DESIGNATION -  T 500
 BY0967  PID         -  BY0967
 BY0967  STATE/COUNTY-  TX/POLK
 BY0967  USGS QUAD   -  PLUCK (1980)
 BY0967
 BY0967                         *CURRENT SURVEY CONTROL
 BY0967  ___________________________________________________________________
 BY0967* NAD 83(1986)-  31 03 30.     (N)    094 44 03.     (W)     SCALED    
 BY0967* NAVD 88     -        78.44   (+/-2cm)     257.3    (feet)  VERTCON   
 BY0967  ___________________________________________________________________
 BY0967  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0967
 BY0967  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0967
 BY0967.The horizontal coordinates were scaled from a topographic map and have
 BY0967.an estimated accuracy of +/- 6 seconds.
 BY0967
 BY0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0967.The vertical order pertains to the NGVD 29 superseded value.
 BY0967
 BY0967.The geoid height was determined by GEOID03.
 BY0967
 BY0967;                    North         East    Units  Estimated Accuracy
 BY0967;SPC TX C     - 3,167,720.    1,234,130.      MT  (+/- 180 meters Scaled)
 BY0967
 BY0967                          SUPERSEDED SURVEY CONTROL
 BY0967
 BY0967  NGVD 29 (??/??/92)   78.469  (m)          257.44   (f) ADJ UNCH    2 0
 BY0967
 BY0967.Superseded values are not recommended for survey control.
 BY0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0967.See file dsdata.txt to determine how the superseded data were derived.
 BY0967
 BY0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ345373(NAD 83)
 BY0967_MARKER: DB = BENCH MARK DISK
 BY0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0967_STAMPING: T 500 1949
 BY0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0967+STABILITY: SURFACE MOTION
 BY0967
 BY0967  HISTORY     - Date     Condition        Report By
 BY0967  HISTORY     - 1949     MONUMENTED       CGS
 BY0967  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0967
 BY0967                          STATION DESCRIPTION
 BY0967
 BY0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0967'3.4 MI N FROM PLUCK.
 BY0967'3.4 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, ON
 BY0967'THE OUTSIDE OF A CURVE WITH TANGENTS LEADING SOUTH AND NORTHWEST, ON
 BY0967'THE NORTH SLOPE OF A HILL, 46.0 FEET NORTHEAST OF THE CENTER LINE OF
 BY0967'THE ROAD, 27.6 FEET NORTH OF A 12-INCH PINE WITH A TRIANGULAR BLAZE ON
 BY0967'THE SOUTHWEST SIDE OF THE TREE, 15.5 FEET NORTHWEST OF A 12-INCH PINE
 BY0967'TREE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF THE TREE, 1.8
 BY0967'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY0967'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0967
 BY0967                          STATION RECOVERY (1997)
 BY0967
 BY0967'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0718 ***********************************************************************
 BL0718  DESIGNATION -  T 501
 BL0718  PID         -  BL0718
 BL0718  STATE/COUNTY-  TX/POLK
 BL0718  USGS QUAD   -  CAMDEN (1984)
 BL0718
 BL0718                         *CURRENT SURVEY CONTROL
 BL0718  ___________________________________________________________________
 BL0718* NAD 83(1986)-  30 53 35.     (N)    094 41 52.     (W)     SCALED    
 BL0718* NAVD 88     -        91.49   (+/-2cm)     300.2    (feet)  VERTCON   
 BL0718  ___________________________________________________________________
 BL0718  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL0718
 BL0718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0718
 BL0718.The horizontal coordinates were scaled from a topographic map and have
 BL0718.an estimated accuracy of +/- 6 seconds.
 BL0718
 BL0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0718.The vertical order pertains to the NGVD 29 superseded value.
 BL0718
 BL0718.The geoid height was determined by GEOID03.
 BL0718
 BL0718;                    North         East    Units  Estimated Accuracy
 BL0718;SPC TX C     - 3,149,600.    1,238,530.      MT  (+/- 180 meters Scaled)
 BL0718
 BL0718                          SUPERSEDED SURVEY CONTROL
 BL0718
 BL0718  NGVD 29 (??/??/92)   91.502  (m)          300.20   (f) ADJ UNCH    2 0
 BL0718
 BL0718.Superseded values are not recommended for survey control.
 BL0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0718.See file dsdata.txt to determine how the superseded data were derived.
 BL0718
 BL0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ377189(NAD 83)
 BL0718_MARKER: DB = BENCH MARK DISK
 BL0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0718_STAMPING: T 501 1949
 BL0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0718+STABILITY: SURFACE MOTION
 BL0718
 BL0718  HISTORY     - Date     Condition        Report By
 BL0718  HISTORY     - 1949     MONUMENTED       CGS
 BL0718  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0718
 BL0718                          STATION DESCRIPTION
 BL0718
 BL0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0718'2.7 MI SE FROM CAMDEN.
 BL0718'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0718'EXPRESS CO. OFFICE AT CAMDEN, IN THE COMMUNITY OF BARNES, ABOUT ON THE
 BL0718'PROJECT CENTER LINE OF A DIRT ROAD LEADING NORTHEAST, 122.0 FEET
 BL0718'SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING NORTHWEST, 20.0 FEET
 BL0718'SOUTHEAST OF THE MOST SOUTHEASTERLY ONE OF TWO LARGE OAK TREES, 2.0
 BL0718'FEET NORTHEAST OF A FENCE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, SET
 BL0718'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BL0718
 BL0718                          STATION RECOVERY (1997)
 BL0718
 BL0718'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0754 ***********************************************************************
 BL0754  DESIGNATION -  T 502
 BL0754  PID         -  BL0754
 BL0754  STATE/COUNTY-  TX/POLK
 BL0754  USGS QUAD   -  SODA (1984)
 BL0754
 BL0754                         *CURRENT SURVEY CONTROL
 BL0754  ___________________________________________________________________
 BL0754* NAD 83(1986)-  30 43 12.     (N)    094 47 05.     (W)     SCALED    
 BL0754* NAVD 88     -        95.00   (+/-2cm)     311.7    (feet)  VERTCON   
 BL0754  ___________________________________________________________________
 BL0754  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0754
 BL0754  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0754
 BL0754.The horizontal coordinates were scaled from a topographic map and have
 BL0754.an estimated accuracy of +/- 6 seconds.
 BL0754
 BL0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0754.The vertical order pertains to the NGVD 29 superseded value.
 BL0754
 BL0754.The geoid height was determined by GEOID03.
 BL0754
 BL0754;                    North         East    Units  Estimated Accuracy
 BL0754;SPC TX C     - 3,130,020.    1,231,180.      MT  (+/- 180 meters Scaled)
 BL0754
 BL0754                          SUPERSEDED SURVEY CONTROL
 BL0754
 BL0754  NGVD 29 (??/??/92)   95.008  (m)          311.71   (f) ADJ UNCH    2 0
 BL0754
 BL0754.Superseded values are not recommended for survey control.
 BL0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0754.See file dsdata.txt to determine how the superseded data were derived.
 BL0754
 BL0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP291999(NAD 83)
 BL0754_MARKER: DB = BENCH MARK DISK
 BL0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0754_STAMPING: T 502 1949
 BL0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0754+STABILITY: SURFACE MOTION
 BL0754
 BL0754  HISTORY     - Date     Condition        Report By
 BL0754  HISTORY     - 1949     MONUMENTED       CGS
 BL0754  HISTORY     - 1990     GOOD             USPSQD
 BL0754  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0754
 BL0754                          STATION DESCRIPTION
 BL0754
 BL0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0754'9.8 MI NE FROM LIVINGSTON.
 BL0754'7.7 MILES EAST ALONG U. S. HIGHWAY NO. 190 FROM THE POST OFFICE AT
 BL0754'LIVINGSTON, THENCE 2.1 MILES NORTHEAST ALONG A DIRT ROAD, 0.7 MILE
 BL0754'SOUTH OF THE J. M. SANDERS FARMHOUSE, AT A POINT WHERE THE POWER LINE
 BL0754'CROSSES OVER THE ROAD, 27.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BL0754'ROAD, 17.6 FEET EAST OF A 14-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BL0754'SOUTHEAST SIDE OF THE TREE, 16.3 FEET NORTH OF THE FIRST POWER LINE
 BL0754'POLE ON THE NORTHWEST SIDE OF THE ROAD IN APPROACHING THE BENCH MARK
 BL0754'SITE FROM THE NORTHEAST AND THE THIRD POLE ON THE NORTHWEST SIDE OF
 BL0754'THE ROAD IN APPROACHING THE BENCH MARK SITE FROM THE SOUTHWEST, 1.6
 BL0754'FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0754'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BL0754
 BL0754                          STATION RECOVERY (1990)
 BL0754
 BL0754'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BL0754'RECOVERED IN GOOD CONDITION.
 BL0754
 BL0754                          STATION RECOVERY (1997)
 BL0754
 BL0754'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0075 ***********************************************************************
 BL0075  DESIGNATION -  T 503
 BL0075  PID         -  BL0075
 BL0075  STATE/COUNTY-  TX/TYLER
 BL0075  USGS QUAD   -  CHESTER (1984)
 BL0075
 BL0075                         *CURRENT SURVEY CONTROL
 BL0075  ___________________________________________________________________
 BL0075* NAD 83(1986)-  30 56 45.     (N)    094 30 25.     (W)     SCALED    
 BL0075* NAVD 88     -        96.76   (+/-2cm)     317.5    (feet)  VERTCON   
 BL0075  ___________________________________________________________________
 BL0075  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BL0075
 BL0075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0075
 BL0075.The horizontal coordinates were scaled from a topographic map and have
 BL0075.an estimated accuracy of +/- 6 seconds.
 BL0075
 BL0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0075.The vertical order pertains to the NGVD 29 superseded value.
 BL0075
 BL0075.The geoid height was determined by GEOID03.
 BL0075
 BL0075;                    North         East    Units  Estimated Accuracy
 BL0075;SPC TX C     - 3,156,380.    1,256,440.      MT  (+/- 180 meters Scaled)
 BL0075
 BL0075                          SUPERSEDED SURVEY CONTROL
 BL0075
 BL0075  NGVD 29 (??/??/92)   96.772  (m)          317.49   (f) ADJ UNCH    2 0
 BL0075
 BL0075.Superseded values are not recommended for survey control.
 BL0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0075.See file dsdata.txt to determine how the superseded data were derived.
 BL0075
 BL0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ560245(NAD 83)
 BL0075_MARKER: DB = BENCH MARK DISK
 BL0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0075_STAMPING: T 503 1949
 BL0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0075+STABILITY: SURFACE MOTION
 BL0075
 BL0075  HISTORY     - Date     Condition        Report By
 BL0075  HISTORY     - 1949     MONUMENTED       CGS
 BL0075
 BL0075                          STATION DESCRIPTION
 BL0075
 BL0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0075'6.75 MI NW FROM COLMESNEIL.
 BL0075'0.6 MILE WEST ALONG FARM ROAD NO. 256 FROM THE JUNCTION OF NO. 256 AND
 BL0075'U.S. HIGHWAY NO. 69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG A DIRT
 BL0075'ROAD, THENCE 5.75 MILES NORTHWEST ALONG A DIRT ROAD, 0.4 MILE NORTH OF
 BL0075'A Y-JUNCTION OF DIRT ROADS, AT A SLIGHT JOG IN THE ROAD, 14.0 FEET
 BL0075'WEST OF THE CENTER LINE OF THE OLD ROAD BED, 36.0 FEET WEST OF THE
 BL0075'CENTER LINE OF THE PRESENT ROAD, 14.0 FEET NORTH OF A 12-INCH GUM TREE
 BL0075'PAINTED TBM AZ 15, 17.5 FEET EAST OF A 20-INCH TWIN GUM WITH A
 BL0075'TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 1.0 FOOT EAST OF A
 BL0075'FENCE, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 BL0075'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0076 ***********************************************************************
 BL0076  DESIGNATION -  T 503 RESET 1966
 BL0076  PID         -  BL0076
 BL0076  STATE/COUNTY-  TX/TYLER
 BL0076  USGS QUAD   -  CHESTER (1984)
 BL0076
 BL0076                         *CURRENT SURVEY CONTROL
 BL0076  ___________________________________________________________________
 BL0076* NAD 83(1986)-  30 56 45.     (N)    094 30 25.     (W)     SCALED    
 BL0076* NAVD 88     -        96.92   (+/-2cm)     318.0    (feet)  VERTCON   
 BL0076  ___________________________________________________________________
 BL0076  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BL0076
 BL0076  VERT ORDER  -  THIRD (See Below)
 BL0076
 BL0076.The horizontal coordinates were scaled from a topographic map and have
 BL0076.an estimated accuracy of +/- 6 seconds.
 BL0076
 BL0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0076.The vertical order pertains to the NGVD 29 superseded value.
 BL0076
 BL0076.The geoid height was determined by GEOID03.
 BL0076
 BL0076;                    North         East    Units  Estimated Accuracy
 BL0076;SPC TX C     - 3,156,380.    1,256,440.      MT  (+/- 180 meters Scaled)
 BL0076
 BL0076                          SUPERSEDED SURVEY CONTROL
 BL0076
 BL0076  NGVD 29 (01/29/03)   96.93   (m)          318.0    (f) RESET       3  
 BL0076
 BL0076.Superseded values are not recommended for survey control.
 BL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0076.See file dsdata.txt to determine how the superseded data were derived.
 BL0076
 BL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ560245(NAD 83)
 BL0076_MARKER: DB = BENCH MARK DISK
 BL0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0076_STAMPING: T 503 RESET 1966
 BL0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0076+STABILITY: SURFACE MOTION
 BL0076
 BL0076  HISTORY     - Date     Condition        Report By
 BL0076  HISTORY     - 1966     MONUMENTED       LOCENG
 BL0076
 BL0076                          STATION DESCRIPTION
 BL0076
 BL0076'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 BL0076'6.75 MI NW FROM COLMESNEIL.
 BL0076'ABOUT 0.6 MILE WEST ALONG FARM ROAD 256 FROM THE JUNCTION OF U.S.
 BL0076'HIGHWAY 69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG A DIRT ROAD,
 BL0076'THENCE 5.75 MILES NORTHWEST ALONG A DIRT ROAD, 0.4 MILE NORTH OF A
 BL0076'Y-JUNCTION OF DIRT ROADS, AT A SLIGHT JOG IN THE ROAD, 14 FEET WEST OF
 BL0076'THE CENTERLINE OF THE OLD ROAD BED, 36 FEET WEST OF THE CENTERLINE OF
 BL0076'THE PRESENT ROAD, 14 FEET NORTH OF A 12-INCH GUM TREE PAINTED TBM AZ
 BL0076'15, 17.5 FEET EAST OF A 20-INCH TWIN GUM WITH A TRIANGULAR BLAZE ON
 BL0076'THE EAST SIDE OF THE TREE, 24.9 FEET SOUTH OF AN 8-INCH PINE WITH A
 BL0076'TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 1.0 FOOT EAST OF A
 BL0076'FENCE AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RESET BENCH
 BL0076'MARK IS 75 FEET NORTH OF THE LOCATION OF THE ABOVE DESCRIBED MARK AND
 BL0076'50 FEET RIGHT OF ENGINEER STATION 318+41 IN THE NORTH RIGHT-OF-WAY
 BL0076'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0140 ***********************************************************************
 BL0140  DESIGNATION -  T 504
 BL0140  PID         -  BL0140
 BL0140  STATE/COUNTY-  TX/TYLER
 BL0140  USGS QUAD   -  TOWN BLUFF (1984)
 BL0140
 BL0140                         *CURRENT SURVEY CONTROL
 BL0140  ___________________________________________________________________
 BL0140* NAD 83(1986)-  30 51 47.     (N)    094 14 35.     (W)     SCALED    
 BL0140* NAVD 88     -        39.03   (+/-2cm)     128.1    (feet)  VERTCON   
 BL0140  ___________________________________________________________________
 BL0140  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BL0140
 BL0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0140
 BL0140.The horizontal coordinates were scaled from a topographic map and have
 BL0140.an estimated accuracy of +/- 6 seconds.
 BL0140
 BL0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0140.The vertical order pertains to the NGVD 29 superseded value.
 BL0140
 BL0140.The geoid height was determined by GEOID03.
 BL0140
 BL0140;                    North         East    Units  Estimated Accuracy
 BL0140;SPC TX C     - 3,148,570.    1,282,120.      MT  (+/- 180 meters Scaled)
 BL0140
 BL0140                          SUPERSEDED SURVEY CONTROL
 BL0140
 BL0140  NGVD 29 (??/??/92)   39.036  (m)          128.07   (f) ADJ UNCH    2 0
 BL0140
 BL0140.Superseded values are not recommended for survey control.
 BL0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0140.See file dsdata.txt to determine how the superseded data were derived.
 BL0140
 BL0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ811150(NAD 83)
 BL0140_MARKER: DB = BENCH MARK DISK
 BL0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0140_STAMPING: T 504 1949
 BL0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0140+STABILITY: SURFACE MOTION
 BL0140
 BL0140  HISTORY     - Date     Condition        Report By
 BL0140  HISTORY     - 1949     MONUMENTED       CGS
 BL0140
 BL0140                          STATION DESCRIPTION
 BL0140
 BL0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0140'7.15 MI NW FROM TOWN BLUFF.
 BL0140'5.2 MILES NORTHWEST ALONG FARM ROAD NO. 92 FROM THE JUNCTION OF NO. 92
 BL0140'AND OLD STATE HIGHWAY NO. 45 AT TOWN BLUFF, THENCE 0.8 MILE WEST ALONG
 BL0140'U.S. HIGHWAY NO. 190, THENCE 1.15 MILE NORTHWEST ALONG A DIRT ROAD,
 BL0140'0.35 MILE NORTHWEST OF A WOODEN BRIDGE OVER WOLF CREEK, AT A
 BL0140'Y-JUNCTION OF DIRT ROADS, 40.0 FEET SOUTHWEST OF THE CENTER LINE OF
 BL0140'THE MAIN ROAD, 10.0 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING
 BL0140'WEST, AT THE SUMMIT OF A HILL SLOPING DOWN TO THE SOUTHEAST, JUST
 BL0140'SOUTHEAST OF A CURVE WITH TANGENTS LEADING SOUTHEAST AND NORTH, 1.6
 BL0140'FEET NORTH OF A FENCE, 2.0 FEET EAST OF A REFERENCE POST, SET IN THE
 BL0140'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0699 ***********************************************************************
 BL0699  DESIGNATION -  T 505
 BL0699  PID         -  BL0699
 BL0699  STATE/COUNTY-  TX/TYLER
 BL0699  USGS QUAD   -  CHESTER (1984)
 BL0699
 BL0699                         *CURRENT SURVEY CONTROL
 BL0699  ___________________________________________________________________
 BL0699* NAD 83(1986)-  30 52 42.     (N)    094 32 35.     (W)     SCALED    
 BL0699* NAVD 88     -       108.15   (+/-2cm)     354.8    (feet)  VERTCON   
 BL0699  ___________________________________________________________________
 BL0699  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL0699
 BL0699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0699
 BL0699.The horizontal coordinates were scaled from a topographic map and have
 BL0699.an estimated accuracy of +/- 6 seconds.
 BL0699
 BL0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0699.The vertical order pertains to the NGVD 29 superseded value.
 BL0699
 BL0699.The geoid height was determined by GEOID03.
 BL0699
 BL0699;                    North         East    Units  Estimated Accuracy
 BL0699;SPC TX C     - 3,148,730.    1,253,380.      MT  (+/- 180 meters Scaled)
 BL0699
 BL0699                          SUPERSEDED SURVEY CONTROL
 BL0699
 BL0699  NGVD 29 (??/??/92)  108.150  (m)          354.82   (f) ADJ UNCH    2 0
 BL0699
 BL0699.Superseded values are not recommended for survey control.
 BL0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0699.See file dsdata.txt to determine how the superseded data were derived.
 BL0699
 BL0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ524171(NAD 83)
 BL0699_MARKER: DB = BENCH MARK DISK
 BL0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0699_STAMPING: T 505 1949
 BL0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0699+STABILITY: SURFACE MOTION
 BL0699
 BL0699  HISTORY     - Date     Condition        Report By
 BL0699  HISTORY     - 1949     MONUMENTED       CGS
 BL0699
 BL0699                          STATION DESCRIPTION
 BL0699
 BL0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0699'6.1 MI SE FROM CHESTER.
 BL0699'5.2 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0699'AT CHESTER, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, AT A T-JUNCTION
 BL0699'OF DIRT ROADS, ABOUT 0.1 MILE NORTHWEST OF A WHITE FARMHOUSE, 54.0
 BL0699'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 50.0 FEET SOUTH
 BL0699'OF THE CENTER LINE OF THE ROAD LEADING EAST, 24.2 FEET SOUTH OF A
 BL0699'CORNER FENCE POST, 1.9 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A
 BL0699'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0699'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0083 ***********************************************************************
 BL0083  DESIGNATION -  T 506
 BL0083  PID         -  BL0083
 BL0083  STATE/COUNTY-  TX/TYLER
 BL0083  USGS QUAD   -  WOODVILLE (1984)
 BL0083
 BL0083                         *CURRENT SURVEY CONTROL
 BL0083  ___________________________________________________________________
 BL0083* NAD 83(1986)-  30 47 57.     (N)    094 26 52.     (W)     SCALED    
 BL0083* NAVD 88     -       103.30   (+/-2cm)     338.9    (feet)  VERTCON   
 BL0083  ___________________________________________________________________
 BL0083  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL0083
 BL0083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0083
 BL0083.The horizontal coordinates were scaled from a topographic map and have
 BL0083.an estimated accuracy of +/- 6 seconds.
 BL0083
 BL0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0083.The vertical order pertains to the NGVD 29 superseded value.
 BL0083
 BL0083.The geoid height was determined by GEOID03.
 BL0083
 BL0083;                    North         East    Units  Estimated Accuracy
 BL0083;SPC TX C     - 3,140,440.    1,262,940.      MT  (+/- 180 meters Scaled)
 BL0083
 BL0083                          SUPERSEDED SURVEY CONTROL
 BL0083
 BL0083  NGVD 29 (??/??/92)  103.294  (m)          338.89   (f) ADJ UNCH    2 0
 BL0083
 BL0083.Superseded values are not recommended for survey control.
 BL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0083.See file dsdata.txt to determine how the superseded data were derived.
 BL0083
 BL0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ614082(NAD 83)
 BL0083_MARKER: DB = BENCH MARK DISK
 BL0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0083_STAMPING: T 506 1949
 BL0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0083+STABILITY: SURFACE MOTION
 BL0083
 BL0083  HISTORY     - Date     Condition        Report By
 BL0083  HISTORY     - 1949     MONUMENTED       CGS
 BL0083
 BL0083                          STATION DESCRIPTION
 BL0083
 BL0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0083'2.9 MI NW FROM WOODVILLE.
 BL0083'2.9 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 287 FROM THE COURT HOUSE AT
 BL0083'WOODVILLE, AT A PRIVATE DRIVE LEADING SOUTH, 98.0 FEET SOUTHWEST OF
 BL0083'THE CENTER LINE OF THE HIGHWAY, 27.0 FEET EAST OF THE CENTER LINE OF
 BL0083'THE PRIVATE DRIVE, 22.5 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 BL0083'CATTLE GUARD WITH TYE HARRISON ON A NAME PLATE OVER THE GUARD, 1.4
 BL0083'FEET NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF A REFERENCE POST, SET
 BL0083'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0147 ***********************************************************************
 BL0147  DESIGNATION -  T 507
 BL0147  PID         -  BL0147
 BL0147  STATE/COUNTY-  TX/TYLER
 BL0147  USGS QUAD   -  BOGGY LAKE (1984)
 BL0147
 BL0147                         *CURRENT SURVEY CONTROL
 BL0147  ___________________________________________________________________
 BL0147* NAD 83(1986)-  30 56 52.     (N)    094 15 11.     (W)     SCALED    
 BL0147* NAVD 88     -        53.53   (+/-2cm)     175.6    (feet)  VERTCON   
 BL0147  ___________________________________________________________________
 BL0147  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BL0147
 BL0147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0147
 BL0147.The horizontal coordinates were scaled from a topographic map and have
 BL0147.an estimated accuracy of +/- 6 seconds.
 BL0147
 BL0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0147.The vertical order pertains to the NGVD 29 superseded value.
 BL0147
 BL0147.The geoid height was determined by GEOID03.
 BL0147
 BL0147;                    North         East    Units  Estimated Accuracy
 BL0147;SPC TX C     - 3,157,890.    1,280,650.      MT  (+/- 180 meters Scaled)
 BL0147
 BL0147                          SUPERSEDED SURVEY CONTROL
 BL0147
 BL0147  NGVD 29 (??/??/92)   53.534  (m)          175.64   (f) ADJ UNCH    2 0
 BL0147
 BL0147.Superseded values are not recommended for survey control.
 BL0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0147.See file dsdata.txt to determine how the superseded data were derived.
 BL0147
 BL0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ803244(NAD 83)
 BL0147_MARKER: DB = BENCH MARK DISK
 BL0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0147_STAMPING: T 507 1949
 BL0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0147+STABILITY: SURFACE MOTION
 BL0147
 BL0147  HISTORY     - Date     Condition        Report By
 BL0147  HISTORY     - 1949     MONUMENTED       CGS
 BL0147
 BL0147                          STATION DESCRIPTION
 BL0147
 BL0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0147'16.85 MI SE FROM ROCKLAND.
 BL0147'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BL0147'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BL0147'DIRT ROAD, THENCE 7.85 MILES SOUTHEAST ALONG A DIRT ROAD, IN LINE WITH
 BL0147'THE NORTH SIDE OF A FARMHOUSE WHICH IS ON THE EAST SIDE OF THE ROAD,
 BL0147'69.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 18.0 FEET NORTH OF THE
 BL0147'CENTER LINE OF A TRAIL LEADING WEST INTO THE WOODS, 15.0 FEET SOUTH OF
 BL0147'A 4 FOOT ELM TREE, 1.1 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 BL0147'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0441 ***********************************************************************
 BY0441  DESIGNATION -  T 508
 BY0441  PID         -  BY0441
 BY0441  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0441  USGS QUAD   -  NORWOOD (1984)
 BY0441
 BY0441                         *CURRENT SURVEY CONTROL
 BY0441  ___________________________________________________________________
 BY0441* NAD 83(1986)-  31 22 58.     (N)    094 09 21.     (W)     SCALED    
 BY0441* NAVD 88     -        67.97   (+/-2cm)     223.0    (feet)  VERTCON   
 BY0441  ___________________________________________________________________
 BY0441  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BY0441
 BY0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0441
 BY0441.The horizontal coordinates were scaled from a topographic map and have
 BY0441.an estimated accuracy of +/- 6 seconds.
 BY0441
 BY0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0441.The vertical order pertains to the NGVD 29 superseded value.
 BY0441
 BY0441.The geoid height was determined by GEOID03.
 BY0441
 BY0441;                    North         East    Units  Estimated Accuracy
 BY0441;SPC TX C     - 3,206,550.    1,287,250.      MT  (+/- 180 meters Scaled)
 BY0441
 BY0441                          SUPERSEDED SURVEY CONTROL
 BY0441
 BY0441  NGVD 29 (??/??/92)   67.994  (m)          223.08   (f) ADJ UNCH    2 0
 BY0441
 BY0441.Superseded values are not recommended for survey control.
 BY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0441.See file dsdata.txt to determine how the superseded data were derived.
 BY0441
 BY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ900726(NAD 83)
 BY0441_MARKER: DB = BENCH MARK DISK
 BY0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0441_STAMPING: T 508 1949
 BY0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0441+STABILITY: SURFACE MOTION
 BY0441
 BY0441  HISTORY     - Date     Condition        Report By
 BY0441  HISTORY     - 1949     MONUMENTED       CGS
 BY0441
 BY0441                          STATION DESCRIPTION
 BY0441
 BY0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0441'11.20 MI S FROM SAN AUGUSTINE.
 BY0441'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURT HOUSE AT
 BY0441'SAN AUGUSTINE, THENCE 2.55 MILES SOUTH ALONG FARM ROAD 705, AT THE
 BY0441'FARM HOME OF J.N. NORWOOD, 170.0 FEET EAST OF AND ACROSS THE ROAD FROM
 BY0441'THE NORTHEAST CORNER OF THE HOUSE, 40.0 FEET EAST OF THE CENTER LINE
 BY0441'OF THE ROAD, 10.0 FEET NORTH OF THE CENTER OF A WOODEN GATE, 1.0 FOOT
 BY0441'WEST OF THE RIGHT-OF-WAY FENCE, 1.0 FOOT NORTH OF A REFERENCE POST,
 BY0441'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 BY0441'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0353 ***********************************************************************
 BY0353  DESIGNATION -  T 509
 BY0353  PID         -  BY0353
 BY0353  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0353  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0353
 BY0353                         *CURRENT SURVEY CONTROL
 BY0353  ___________________________________________________________________
 BY0353* NAD 83(1986)-  31 25 23.     (N)    094 16 35.     (W)     SCALED    
 BY0353* NAVD 88     -        71.61   (+/-2cm)     234.9    (feet)  VERTCON   
 BY0353  ___________________________________________________________________
 BY0353  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY0353
 BY0353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0353
 BY0353.The horizontal coordinates were scaled from a topographic map and have
 BY0353.an estimated accuracy of +/- 6 seconds.
 BY0353
 BY0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0353.The vertical order pertains to the NGVD 29 superseded value.
 BY0353
 BY0353.The geoid height was determined by GEOID03.
 BY0353
 BY0353;                    North         East    Units  Estimated Accuracy
 BY0353;SPC TX C     - 3,210,380.    1,275,560.      MT  (+/- 180 meters Scaled)
 BY0353
 BY0353                          SUPERSEDED SURVEY CONTROL
 BY0353
 BY0353  NGVD 29 (??/??/92)   71.641  (m)          235.04   (f) ADJ UNCH    2 0
 BY0353
 BY0353.Superseded values are not recommended for survey control.
 BY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0353.See file dsdata.txt to determine how the superseded data were derived.
 BY0353
 BY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ786771(NAD 83)
 BY0353_MARKER: DB = BENCH MARK DISK
 BY0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0353_STAMPING: T 509 1949
 BY0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0353+STABILITY: SURFACE MOTION
 BY0353
 BY0353  HISTORY     - Date     Condition        Report By
 BY0353  HISTORY     - 1949     MONUMENTED       CGS
 BY0353  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0353
 BY0353                          STATION DESCRIPTION
 BY0353
 BY0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0353'13.8 MI N FROM BROADDUS.
 BY0353'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0353'BROADDUS, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BY0353'0.7 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 3.2 MILES NORTHWEST
 BY0353'ALONG A DIRT ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A GRADED DIRT
 BY0353'ROAD, 0.35 MILE SOUTHWEST OF GOODWIN SCHOOL, 49 FEET NORTHWEST OF THE
 BY0353'CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF A 20 INCH TRIANGULAR
 BY0353'BLAZED OAK TREE, 1.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 BY0353'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, 0.9 MILE
 BY0353'NORTHEAST OF BENCH MARK W A 59 (C. OF E.).
 BY0353
 BY0353                          STATION RECOVERY (1998)
 BY0353
 BY0353'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0160 ***********************************************************************
 AM0160  DESIGNATION -  T 51
 AM0160  PID         -  AM0160
 AM0160  STATE/COUNTY-  TX/MATAGORDA
 AM0160  USGS QUAD   -  MATAGORDA (1972)
 AM0160
 AM0160                         *CURRENT SURVEY CONTROL
 AM0160  ___________________________________________________________________
 AM0160* NAD 83(1986)-  28 43 02.     (N)    095 56 52.     (W)     SCALED    
 AM0160* NAVD 88     -         3.68   (+/-2cm)      12.1    (feet)  VERTCON   
 AM0160  ___________________________________________________________________
 AM0160  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AM0160
 AM0160  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0160
 AM0160.The horizontal coordinates were scaled from a topographic map and have
 AM0160.an estimated accuracy of +/- 6 seconds.
 AM0160
 AM0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0160.The vertical order pertains to the NGVD 29 superseded value.
 AM0160
 AM0160.The geoid height was determined by GEOID03.
 AM0160
 AM0160;                    North         East    Units  Estimated Accuracy
 AM0160;SPC TXSC     - 4,101,850.      898,150.      MT  (+/- 180 meters Scaled)
 AM0160
 AM0160                          SUPERSEDED SURVEY CONTROL
 AM0160
 AM0160  NGVD 29 (??/??/92)    3.732  (m)           12.24   (f) ADJ UNCH    1 2
 AM0160
 AM0160.Superseded values are not recommended for survey control.
 AM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0160.See file dsdata.txt to determine how the superseded data were derived.
 AM0160
 AM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM120802(NAD 83)
 AM0160_MARKER: DB = BENCH MARK DISK
 AM0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0160_STAMPING: T 51 1918 ELEV 12.20 FT
 AM0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0160+STABILITY: SURFACE MOTION
 AM0160
 AM0160  HISTORY     - Date     Condition        Report By
 AM0160  HISTORY     - 1918     MONUMENTED       CGS
 AM0160  HISTORY     - 1951     GOOD             NGS
 AM0160  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0160
 AM0160                          STATION DESCRIPTION
 AM0160
 AM0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0160'1.9 MI NE FROM MATAGORDA.
 AM0160'1.9 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AM0160'FROM THE STATION AT MATAGORDA, 1.1 MILES NORTHEAST OF THE CROSSING OF
 AM0160'STATE HIGHWAY 60, 8 RAILS NORTH OF MILEPOST 88, 42.3 FEET WEST OF THE
 AM0160'WEST RAIL, 6 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET
 AM0160'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 AM0160'GROUND.
 AM0160
 AM0160                          STATION RECOVERY (1978)
 AM0160
 AM0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0160'SEARCHED FOR NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0467 ***********************************************************************
 AY0467  DESIGNATION -  T 510
 AY0467  PID         -  AY0467
 AY0467  STATE/COUNTY-  TX/BEXAR
 AY0467  USGS QUAD   -  SOUTHTON (1992)
 AY0467
 AY0467                         *CURRENT SURVEY CONTROL
 AY0467  ___________________________________________________________________
 AY0467* NAD 83(1986)-  29 17 01.     (N)    098 30 00.     (W)     SCALED    
 AY0467* NAVD 88     -       165.698  (meters)     543.63   (feet)  ADJUSTED  
 AY0467  ___________________________________________________________________
 AY0467  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AY0467  DYNAMIC HT  -         165.457 (meters)     542.84  (feet)  COMP
 AY0467  MODELED GRAV-     979,190.2   (mgal)                       NAVD 88
 AY0467
 AY0467  VERT ORDER  -  FIRST     CLASS II
 AY0467
 AY0467.The horizontal coordinates were scaled from a topographic map and have
 AY0467.an estimated accuracy of +/- 6 seconds.
 AY0467
 AY0467.The orthometric height was determined by differential leveling
 AY0467.and adjusted by the National Geodetic Survey in June 1991..
 AY0467
 AY0467.The geoid height was determined by GEOID03.
 AY0467
 AY0467.The dynamic height is computed by dividing the NAVD 88
 AY0467.geopotential number by the normal gravity value computed on the
 AY0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0467.degrees latitude (g = 980.6199 gals.).
 AY0467
 AY0467.The modeled gravity was interpolated from observed gravity values.
 AY0467
 AY0467;                    North         East    Units  Estimated Accuracy
 AY0467;SPC TXSC     - 4,160,830.      648,580.      MT  (+/- 180 meters Scaled)
 AY0467
 AY0467                          SUPERSEDED SURVEY CONTROL
 AY0467
 AY0467  NGVD 29 (??/??/92)  165.603  (m)          543.32   (f) ADJ UNCH    1 2
 AY0467
 AY0467.Superseded values are not recommended for survey control.
 AY0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0467.See file dsdata.txt to determine how the superseded data were derived.
 AY0467
 AY0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT485395(NAD 83)
 AY0467_MARKER: DB = BENCH MARK DISK
 AY0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0467_STAMPING: T 510 1953
 AY0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0467+STABILITY: SURFACE MOTION
 AY0467
 AY0467  HISTORY     - Date     Condition        Report By
 AY0467  HISTORY     - 1953     MONUMENTED       CGS
 AY0467  HISTORY     - 19950601 GOOD             USPSQD
 AY0467
 AY0467                          STATION DESCRIPTION
 AY0467
 AY0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0467'2.5 MI S FROM SAN ANTONIO.
 AY0467'2.5 MILES SOUTH ALONG PLEASANTON ROAD FROM ITS INTERSECTION WITH
 AY0467'CHAVANAUX ROAD AT SAN ANTONIO, AT AN INTERSECTION WITH MAUERMANN ROAD,
 AY0467'AT THE LAKEFIELD AIRPORT, 65 FEET EAST OF THE CENTER LINE OF
 AY0467'PLEASANTON ROAD, 1.8 FEET NORTH OF THE NORTHWEST CORNER OF THE SOUTH
 AY0467'HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 AY0467'ABOVE THE GROUND.
 AY0467
 AY0467                          STATION RECOVERY (1995)
 AY0467
 AY0467'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0179 ***********************************************************************
 GL0179  DESIGNATION -  T 511
 GL0179  PID         -  GL0179
 GL0179  STATE/COUNTY-  TX/SHERMAN
 GL0179  USGS QUAD   -  CONLEN (1965)
 GL0179
 GL0179                         *CURRENT SURVEY CONTROL
 GL0179  ___________________________________________________________________
 GL0179* NAD 83(1986)-  36 07 30.     (N)    102 07 59.     (W)     SCALED    
 GL0179* NAVD 88     -      1139.857  (meters)    3739.68   (feet)  POSTED    
 GL0179  ___________________________________________________________________
 GL0179  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 GL0179  DYNAMIC HT  -        1138.570 (meters)    3735.46  (feet)  COMP
 GL0179  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 GL0179
 GL0179  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GL0179
 GL0179.The horizontal coordinates were scaled from a topographic map and have
 GL0179.an estimated accuracy of +/- 6 seconds.
 GL0179
 GL0179.The orthometric height was determined by differential leveling
 GL0179.and adjusted by the National Geodetic Survey in 1992..
 GL0179.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GL0179.rate of 0.0 thru 1.0 mm/km.
 GL0179
 GL0179.The geoid height was determined by GEOID03.
 GL0179
 GL0179.The dynamic height is computed by dividing the NAVD 88
 GL0179.geopotential number by the normal gravity value computed on the
 GL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0179.degrees latitude (g = 980.6199 gals.).
 GL0179
 GL0179.The modeled gravity was interpolated from observed gravity values.
 GL0179
 GL0179;                    North         East    Units  Estimated Accuracy
 GL0179;SPC TX N     - 1,235,930.      143,010.      MT  (+/- 180 meters Scaled)
 GL0179
 GL0179                          SUPERSEDED SURVEY CONTROL
 GL0179
 GL0179.No superseded survey control is available for this station.
 GL0179
 GL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA580016(NAD 83)
 GL0179_MARKER: DB = BENCH MARK DISK
 GL0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0179_STAMPING: T 511 1935
 GL0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0179+STABILITY: SURFACE MOTION
 GL0179
 GL0179  HISTORY     - Date     Condition        Report By
 GL0179  HISTORY     - 1935     MONUMENTED       CGS
 GL0179  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0179
 GL0179                          STATION DESCRIPTION
 GL0179
 GL0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0179'13.1 MI SE FROM CONLEN.
 GL0179'13.1 MILES SOUTHEAST OF POST OFFICE BY ROAD.  TO REACH FROM CONLEN
 GL0179'POST OFFICE GO 0.3 MILE SOUTH, THENCE 5.8 MILES EAST, THENCE 7.0 MILES
 GL0179'SOUTH, ALONG ROADS.  1.2 MILES NORTH OF JOHN EMERSONS RANCH HOUSE, AT
 GL0179'SECTION LINE FENCE.  30.1 FEET SOUTH OF CENTERLINE OF ROAD, AND 2.6
 GL0179'FEET NORTH OF FENCE.
 GL0179
 GL0179                          STATION RECOVERY (1952)
 GL0179
 GL0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0167 ***********************************************************************
 GL0167  DESIGNATION -  T 512
 GL0167  PID         -  GL0167
 GL0167  STATE/COUNTY-  TX/DALLAM
 GL0167  USGS QUAD   -  CONLEN (1965)
 GL0167
 GL0167                         *CURRENT SURVEY CONTROL
 GL0167  ___________________________________________________________________
 GL0167* NAD 83(1986)-  36 13 34.     (N)    102 14 27.     (W)     SCALED    
 GL0167* NAVD 88     -      1163.491  (meters)    3817.22   (feet)  POSTED    
 GL0167  ___________________________________________________________________
 GL0167  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 GL0167  DYNAMIC HT  -        1162.180 (meters)    3812.92  (feet)  COMP
 GL0167  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 GL0167
 GL0167  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GL0167
 GL0167.The horizontal coordinates were scaled from a topographic map and have
 GL0167.an estimated accuracy of +/- 6 seconds.
 GL0167
 GL0167.The orthometric height was determined by differential leveling
 GL0167.and adjusted by the National Geodetic Survey in 1992..
 GL0167.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GL0167.rate of 4.1 thru 8.0 mm/km.
 GL0167
 GL0167.The geoid height was determined by GEOID03.
 GL0167
 GL0167.The dynamic height is computed by dividing the NAVD 88
 GL0167.geopotential number by the normal gravity value computed on the
 GL0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0167.degrees latitude (g = 980.6199 gals.).
 GL0167
 GL0167.The modeled gravity was interpolated from observed gravity values.
 GL0167
 GL0167;                    North         East    Units  Estimated Accuracy
 GL0167;SPC TX N     - 1,247,220.      133,400.      MT  (+/- 180 meters Scaled)
 GL0167
 GL0167                          SUPERSEDED SURVEY CONTROL
 GL0167
 GL0167.No superseded survey control is available for this station.
 GL0167
 GL0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA479125(NAD 83)
 GL0167_MARKER: DB = BENCH MARK DISK
 GL0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0167_STAMPING: T 512 1935
 GL0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0167+STABILITY: SURFACE MOTION
 GL0167
 GL0167  HISTORY     - Date     Condition        Report By
 GL0167  HISTORY     - 1935     MONUMENTED       CGS
 GL0167  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0167
 GL0167                          STATION DESCRIPTION
 GL0167
 GL0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0167'0.3 MI S FROM CONLEN.
 GL0167'0.3 MILE SOUTH OF POST OFFICE BY GRADED ROAD.  AT ROAD INTERSECTION,
 GL0167'45.7 FEET SOUTH OF CENTERLINE OF ROAD TO SATREN, 42.4 FEET EAST OF
 GL0167'CENTERLINE OF ROAD GOING SOUTH, 60.7 FEET SOUTHEAST OF INTERSECTION OF
 GL0167'CENTERLINES, AND 1.4 FEET EAST OF FENCE.  NOTE-- MARK MAY HAVE BEEN
 GL0167'DESTROYED DURING THE CONSTRUCTION OF FARM ROAD 807.
 GL0167
 GL0167                          STATION RECOVERY (1952)
 GL0167
 GL0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0158 ***********************************************************************
 GK0158  DESIGNATION -  T 515
 GK0158  PID         -  GK0158
 GK0158  STATE/COUNTY-  TX/OCHILTREE
 GK0158  USGS QUAD   -  LAKE FRYER (1973)
 GK0158
 GK0158                         *CURRENT SURVEY CONTROL
 GK0158  ___________________________________________________________________
 GK0158* NAD 83(1986)-  36 11 17.     (N)    100 44 45.     (W)     SCALED    
 GK0158* NAVD 88     -       887.508  (meters)    2911.77   (feet)  ADJUSTED  
 GK0158  ___________________________________________________________________
 GK0158  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GK0158  DYNAMIC HT  -         886.567 (meters)    2908.68  (feet)  COMP
 GK0158  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 GK0158
 GK0158  VERT ORDER  -  SECOND    CLASS 0
 GK0158
 GK0158.The horizontal coordinates were scaled from a topographic map and have
 GK0158.an estimated accuracy of +/- 6 seconds.
 GK0158
 GK0158.The orthometric height was determined by differential leveling
 GK0158.and adjusted by the National Geodetic Survey in June 1991..
 GK0158
 GK0158.The geoid height was determined by GEOID03.
 GK0158
 GK0158.The dynamic height is computed by dividing the NAVD 88
 GK0158.geopotential number by the normal gravity value computed on the
 GK0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0158.degrees latitude (g = 980.6199 gals.).
 GK0158
 GK0158.The modeled gravity was interpolated from observed gravity values.
 GK0158
 GK0158;                    North         East    Units  Estimated Accuracy
 GK0158;SPC TX N     - 1,243,000.      267,840.      MT  (+/- 180 meters Scaled)
 GK0158
 GK0158                          SUPERSEDED SURVEY CONTROL
 GK0158
 GK0158  NGVD 29 (??/??/92)  887.135  (m)         2910.54   (f) ADJ UNCH    2 0
 GK0158
 GK0158.Superseded values are not recommended for survey control.
 GK0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0158.See file dsdata.txt to determine how the superseded data were derived.
 GK0158
 GK0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF430062(NAD 83)
 GK0158_MARKER: DB = BENCH MARK DISK
 GK0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0158_STAMPING: T 515 1935
 GK0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0158+STABILITY: SURFACE MOTION
 GK0158
 GK0158  HISTORY     - Date     Condition        Report By
 GK0158  HISTORY     - 1935     MONUMENTED       CGS
 GK0158  HISTORY     - 1943     GOOD             NGS
 GK0158  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0158
 GK0158                          STATION DESCRIPTION
 GK0158
 GK0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0158'3.4 MI N FROM BULER.
 GK0158'3.4 MILES NORTH AND 4.1 MILES EAST ALONG GRADED ROADS FROM THE OLD
 GK0158'STORE AND POST OFFICE AT BULER, 0.5 MILE EAST OF AN OLD WHEAT BIN,
 GK0158'ABOUT 1,000 FEET NORTH OF A WINDMILL AND CORRALS, 11.7 FEET NORTH OF
 GK0158'THE CENTER OF A CATTLE GUARD, AND 1.4 FEET EAST OF THE NORTH-AND-SOUTH
 GK0158'FENCE.  A STANDARD DISK, STAMPED T 515 1935 AND SET IN THE TOP OF A
 GK0158'CONCRETE POST.
 GK0158
 GK0158                          STATION RECOVERY (1972)
 GK0158
 GK0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0671 ***********************************************************************
 GK0671  DESIGNATION -  T 516
 GK0671  PID         -  GK0671
 GK0671  STATE/COUNTY-  TX/MOORE
 GK0671  USGS QUAD   -  CACTUS EAST (1963)
 GK0671
 GK0671                         *CURRENT SURVEY CONTROL
 GK0671  ___________________________________________________________________
 GK0671* NAD 83(1986)-  36 00 10.     (N)    101 59 52.     (W)     SCALED    
 GK0671* NAVD 88     -      1108.010  (meters)    3635.20   (feet)  ADJUSTED  
 GK0671  ___________________________________________________________________
 GK0671  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 GK0671  DYNAMIC HT  -        1106.742 (meters)    3631.04  (feet)  COMP
 GK0671  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 GK0671
 GK0671  VERT ORDER  -  SECOND    CLASS 0
 GK0671
 GK0671.The horizontal coordinates were scaled from a topographic map and have
 GK0671.an estimated accuracy of +/- 6 seconds.
 GK0671
 GK0671.The orthometric height was determined by differential leveling
 GK0671.and adjusted by the National Geodetic Survey in June 1991..
 GK0671
 GK0671.The geoid height was determined by GEOID03.
 GK0671
 GK0671.The dynamic height is computed by dividing the NAVD 88
 GK0671.geopotential number by the normal gravity value computed on the
 GK0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0671.degrees latitude (g = 980.6199 gals.).
 GK0671
 GK0671.The modeled gravity was interpolated from observed gravity values.
 GK0671
 GK0671;                    North         East    Units  Estimated Accuracy
 GK0671;SPC TX N     - 1,222,300.      155,120.      MT  (+/- 180 meters Scaled)
 GK0671
 GK0671                          SUPERSEDED SURVEY CONTROL
 GK0671
 GK0671  NGVD 29 (??/??/92) 1107.480  (m)         3633.46   (f) ADJ UNCH    2 0
 GK0671
 GK0671.Superseded values are not recommended for survey control.
 GK0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0671.See file dsdata.txt to determine how the superseded data were derived.
 GK0671
 GK0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE297884(NAD 83)
 GK0671_MARKER: DB = BENCH MARK DISK
 GK0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0671_STAMPING: T 516 1935
 GK0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0671+STABILITY: SURFACE MOTION
 GK0671
 GK0671  HISTORY     - Date     Condition        Report By
 GK0671  HISTORY     - 1935     MONUMENTED       CGS
 GK0671  HISTORY     - 1943     GOOD             NGS
 GK0671  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0671
 GK0671                          STATION DESCRIPTION
 GK0671
 GK0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0671'1.5 MI S FROM ETTER.
 GK0671'1.5 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM THE JUNCTION AT
 GK0671'ETTER.  SET ABOUT 1/2 RAIL NORTH OF MILE POST NUMBER 62.  46.7 FEET
 GK0671'EAST OF THE EAST RAIL OF THE MAIN TRACK, 1.0 FOOT WEST OF THE
 GK0671'RIGHT-OF-WAY FENCE, 2.0 FEET EAST OF THE REFERENCE POST.
 GK0671
 GK0671                          STATION RECOVERY (1965)
 GK0671
 GK0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0405 ***********************************************************************
 GK0405  DESIGNATION -  T 519
 GK0405  PID         -  GK0405
 GK0405  STATE/COUNTY-  TX/HANSFORD
 GK0405  USGS QUAD   -  MORSE (1974)
 GK0405
 GK0405                         *CURRENT SURVEY CONTROL
 GK0405  ___________________________________________________________________
 GK0405* NAD 83(1986)-  36 06 00.     (N)    101 23 45.     (W)     SCALED    
 GK0405* NAVD 88     -       985.318  (meters)    3232.66   (feet)  ADJUSTED  
 GK0405  ___________________________________________________________________
 GK0405  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 GK0405  DYNAMIC HT  -         984.239 (meters)    3229.12  (feet)  COMP
 GK0405  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 GK0405
 GK0405  VERT ORDER  -  SECOND    CLASS 0
 GK0405
 GK0405.The horizontal coordinates were scaled from a topographic map and have
 GK0405.an estimated accuracy of +/- 6 seconds.
 GK0405
 GK0405.The orthometric height was determined by differential leveling
 GK0405.and adjusted by the National Geodetic Survey in June 1991..
 GK0405
 GK0405.The geoid height was determined by GEOID03.
 GK0405
 GK0405.The dynamic height is computed by dividing the NAVD 88
 GK0405.geopotential number by the normal gravity value computed on the
 GK0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0405.degrees latitude (g = 980.6199 gals.).
 GK0405
 GK0405.The modeled gravity was interpolated from observed gravity values.
 GK0405
 GK0405;                    North         East    Units  Estimated Accuracy
 GK0405;SPC TX N     - 1,232,980.      209,380.      MT  (+/- 180 meters Scaled)
 GK0405
 GK0405                          SUPERSEDED SURVEY CONTROL
 GK0405
 GK0405  NGVD 29 (??/??/92)  984.864  (m)         3231.17   (f) ADJ UNCH    2 0
 GK0405
 GK0405.Superseded values are not recommended for survey control.
 GK0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0405.See file dsdata.txt to determine how the superseded data were derived.
 GK0405
 GK0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE843976(NAD 83)
 GK0405_MARKER: DB = BENCH MARK DISK
 GK0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0405_STAMPING: T 519 1935
 GK0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0405+STABILITY: SURFACE MOTION
 GK0405
 GK0405  HISTORY     - Date     Condition        Report By
 GK0405  HISTORY     - 1935     MONUMENTED       CGS
 GK0405
 GK0405                          STATION DESCRIPTION
 GK0405
 GK0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0405'5.5 MI NE FROM MORSE.
 GK0405'5.5 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0405'STATION AT MORSE, 21 RAILS EAST OF MILEPOST 97, 74.8 FEET NORTHEAST OF
 GK0405'THE CENTER OF A ROAD CROSSING, 55 FEET NORTH OF THE NORTH RAIL, IN
 GK0405'LINE WITH A ROW OF POLES, AND 5.3 FEET SOUTHEAST OF A CORNER
 GK0405'FENCEPOST.  A STANDARD DISK, STAMPED T 519 1935 AND SET IN THE TOP OF
 GK0405'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1272 ***********************************************************************
 AY1272  DESIGNATION -  T 520
 AY1272  PID         -  AY1272
 AY1272  STATE/COUNTY-  TX/MEDINA
 AY1272  USGS QUAD   -  MUSTANG VALLEY (1969)
 AY1272
 AY1272                         *CURRENT SURVEY CONTROL
 AY1272  ___________________________________________________________________
 AY1272* NAD 83(1986)-  29 26 19.     (N)    099 11 20.     (W)     SCALED    
 AY1272* NAVD 88     -       306.441  (meters)    1005.38   (feet)  POSTED    
 AY1272  ___________________________________________________________________
 AY1272  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AY1272  DYNAMIC HT  -         305.990 (meters)    1003.90  (feet)  COMP
 AY1272  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 AY1272
 AY1272  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1272
 AY1272.The horizontal coordinates were scaled from a topographic map and have
 AY1272.an estimated accuracy of +/- 6 seconds.
 AY1272
 AY1272.The orthometric height was determined by differential leveling
 AY1272.and adjusted by the National Geodetic Survey in 1992..
 AY1272.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1272.rate of 0.0 thru 1.0 mm/km.
 AY1272
 AY1272.The geoid height was determined by GEOID03.
 AY1272
 AY1272.The dynamic height is computed by dividing the NAVD 88
 AY1272.geopotential number by the normal gravity value computed on the
 AY1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1272.degrees latitude (g = 980.6199 gals.).
 AY1272
 AY1272.The modeled gravity was interpolated from observed gravity values.
 AY1272
 AY1272;                    North         East    Units  Estimated Accuracy
 AY1272;SPC TXSC     - 4,177,920.      581,680.      MT  (+/- 180 meters Scaled)
 AY1272
 AY1272                          SUPERSEDED SURVEY CONTROL
 AY1272
 AY1272  NGVD 29 (??/??/92)  306.300  (m)         1004.92   (f) ADJ UNCH    2 0
 AY1272
 AY1272.Superseded values are not recommended for survey control.
 AY1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1272.See file dsdata.txt to determine how the superseded data were derived.
 AY1272
 AY1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT816565(NAD 83)
 AY1272_MARKER: DB = BENCH MARK DISK
 AY1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1272_STAMPING: T 520 1953
 AY1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1272+STABILITY: SURFACE MOTION
 AY1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1272+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AY1272
 AY1272  HISTORY     - Date     Condition        Report By
 AY1272  HISTORY     - 1953     MONUMENTED       CGS
 AY1272  HISTORY     - 1968     GOOD             USGS
 AY1272  HISTORY     - 19950420 GOOD             USPSQD
 AY1272  HISTORY     - 19950518 GOOD             USPSQD
 AY1272  HISTORY     - 20011227 GOOD             USPSQD
 AY1272  HISTORY     - 20050809 GOOD             USPSQD
 AY1272
 AY1272                          STATION DESCRIPTION
 AY1272
 AY1272'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AY1272'8.25 MI NW FROM HONDO.
 AY1272'8.25 MILES NORTHWEST ALONG FARM ROAD 462 FROM THE COURTHOUSE AT HONDO,
 AY1272'38 FEET NORTHEAST OF THE CENTER LINE OF FARM ROAD 462, 31 FEET
 AY1272'SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY TO THE EAST AND 1.7
 AY1272'FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE.  A STANDARD DISK
 AY1272'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.4 FOOT ABOVE
 AY1272'GROUND.
 AY1272
 AY1272                          STATION RECOVERY (1995)
 AY1272
 AY1272'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1272'RECOVERED IN GOOD CONDITION.
 AY1272
 AY1272                          STATION RECOVERY (1995)
 AY1272
 AY1272'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1272'RECOVERED IN GOOD CONDITION.
 AY1272
 AY1272                          STATION RECOVERY (2001)
 AY1272
 AY1272'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1272'RECOVERED IN GOOD CONDITION.
 AY1272
 AY1272                          STATION RECOVERY (2005)
 AY1272
 AY1272'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0949 ***********************************************************************
 AY0949  DESIGNATION -  T 525
 AY0949  PID         -  AY0949
 AY0949  STATE/COUNTY-  TX/BEXAR
 AY0949  USGS QUAD   -  HELOTES (1992)
 AY0949
 AY0949                         *CURRENT SURVEY CONTROL
 AY0949  ___________________________________________________________________
 AY0949* NAD 83(1986)-  29 30 41.     (N)    098 39 44.     (W)     SCALED    
 AY0949* NAVD 88     -       289.586  (meters)     950.08   (feet)  POSTED    
 AY0949  ___________________________________________________________________
 AY0949  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AY0949  DYNAMIC HT  -         289.160 (meters)     948.69  (feet)  COMP
 AY0949  MODELED GRAV-     979,172.7   (mgal)                       NAVD 88
 AY0949
 AY0949  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0949
 AY0949.The horizontal coordinates were scaled from a topographic map and have
 AY0949.an estimated accuracy of +/- 6 seconds.
 AY0949
 AY0949.The orthometric height was determined by differential leveling
 AY0949.and adjusted by the National Geodetic Survey in 1992..
 AY0949.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0949.rate of 0.0 thru 1.0 mm/km.
 AY0949
 AY0949.The geoid height was determined by GEOID03.
 AY0949
 AY0949.The dynamic height is computed by dividing the NAVD 88
 AY0949.geopotential number by the normal gravity value computed on the
 AY0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0949.degrees latitude (g = 980.6199 gals.).
 AY0949
 AY0949.The modeled gravity was interpolated from observed gravity values.
 AY0949
 AY0949;                    North         East    Units  Estimated Accuracy
 AY0949;SPC TXSC     - 4,186,020.      632,750.      MT  (+/- 180 meters Scaled)
 AY0949
 AY0949                          SUPERSEDED SURVEY CONTROL
 AY0949
 AY0949  NGVD 29 (??/??/92)  289.466  (m)          949.69   (f) ADJ UNCH    1 2
 AY0949
 AY0949.Superseded values are not recommended for survey control.
 AY0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0949.See file dsdata.txt to determine how the superseded data were derived.
 AY0949
 AY0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT327646(NAD 83)
 AY0949_MARKER: DB = BENCH MARK DISK
 AY0949_SETTING: 66 = SET IN ROCK OUTCROP
 AY0949_SP_SET: ROCK OUTCROP
 AY0949_STAMPING: T 525 1953
 AY0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0949+STABILITY: POSITION/ELEVATION WELL
 AY0949
 AY0949  HISTORY     - Date     Condition        Report By
 AY0949  HISTORY     - 1953     MONUMENTED       CGS
 AY0949  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0949  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY0949
 AY0949                          STATION DESCRIPTION
 AY0949
 AY0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0949'4.9 MI NW FROM SAN ANTONIO.
 AY0949'2.9 MILES NORTHWEST ALONG CULEBRA ROAD FROM ITS JUNCTION WITH POTRANCO
 AY0949'ROAD AT SAN ANTONIO, THENCE 2.0 MILES NORTH ALONG TEZEL ROAD, 13 FEET
 AY0949'EAST OF THE CENTER LINE OF THE ROAD, 5 FEET WEST OF A FENCE, 5 FEET
 AY0949'WEST OF A WITNESS POST, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 AY0949'LARGE FLAT LIMESTONE ROCK.
 AY0949
 AY0949                          STATION RECOVERY (1967)
 AY0949
 AY0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0949'MARK NOT FOUND.
 AY0949
 AY0949                          STATION RECOVERY (1995)
 AY0949
 AY0949'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0743 ***********************************************************************
 FL0743  DESIGNATION -  T 527
 FL0743  PID         -  FL0743
 FL0743  STATE/COUNTY-  TX/HUTCHINSON
 FL0743  USGS QUAD   -  STINNETT STATION (1978)
 FL0743
 FL0743                         *CURRENT SURVEY CONTROL
 FL0743  ___________________________________________________________________
 FL0743* NAD 83(1986)-  35 58 18.     (N)    101 21 19.     (W)     SCALED    
 FL0743* NAVD 88     -       997.151  (meters)    3271.49   (feet)  ADJUSTED  
 FL0743  ___________________________________________________________________
 FL0743  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FL0743  DYNAMIC HT  -         996.040 (meters)    3267.84  (feet)  COMP
 FL0743  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 FL0743
 FL0743  VERT ORDER  -  SECOND    CLASS 0
 FL0743
 FL0743.The horizontal coordinates were scaled from a topographic map and have
 FL0743.an estimated accuracy of +/- 6 seconds.
 FL0743
 FL0743.The orthometric height was determined by differential leveling
 FL0743.and adjusted by the National Geodetic Survey in June 1991..
 FL0743
 FL0743.The geoid height was determined by GEOID03.
 FL0743
 FL0743.The dynamic height is computed by dividing the NAVD 88
 FL0743.geopotential number by the normal gravity value computed on the
 FL0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0743.degrees latitude (g = 980.6199 gals.).
 FL0743
 FL0743.The modeled gravity was interpolated from observed gravity values.
 FL0743
 FL0743;                    North         East    Units  Estimated Accuracy
 FL0743;SPC TX N     - 1,218,740.      213,050.      MT  (+/- 180 meters Scaled)
 FL0743
 FL0743                          SUPERSEDED SURVEY CONTROL
 FL0743
 FL0743  NGVD 29 (??/??/92)  996.685  (m)         3269.96   (f) ADJ UNCH    2 0
 FL0743
 FL0743.Superseded values are not recommended for survey control.
 FL0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0743.See file dsdata.txt to determine how the superseded data were derived.
 FL0743
 FL0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE876833(NAD 83)
 FL0743_MARKER: DB = BENCH MARK DISK
 FL0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0743_STAMPING: T 527 1935
 FL0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0743+STABILITY: SURFACE MOTION
 FL0743
 FL0743  HISTORY     - Date     Condition        Report By
 FL0743  HISTORY     - 1935     MONUMENTED       CGS
 FL0743  HISTORY     - 1953     GOOD             USGS
 FL0743
 FL0743                          STATION DESCRIPTION
 FL0743
 FL0743'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0743'2.5 MI E FROM PRINGLE.
 FL0743'2.5 MILES EAST ALONG A GRADED ROAD FROM THE CROSSING OF THE CHICAGO,
 FL0743'ROCK ISLAND AND PACIFIC RAILROAD AT PRINGLE, THENCE 1.0 MILE NORTH AND
 FL0743'3.3 MILES EAST ALONG GRADED ROADS.  0.3 MILE NORTHWEST OF A WINDMILL,
 FL0743'28.4 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2.6 FEET WEST OF THE
 FL0743'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 527 1935 AND SET IN
 FL0743'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0295 ***********************************************************************
 FM0295  DESIGNATION -  T 528
 FM0295  PID         -  FM0295
 FM0295  STATE/COUNTY-  TX/OLDHAM
 FM0295  USGS QUAD   -  ROTTEN HILL (1966)
 FM0295
 FM0295                         *CURRENT SURVEY CONTROL
 FM0295  ___________________________________________________________________
 FM0295* NAD 83(1986)-  35 19 03.     (N)    102 13 03.     (W)     SCALED    
 FM0295* NAVD 88     -      1068.169  (meters)    3504.48   (feet)  ADJUSTED  
 FM0295  ___________________________________________________________________
 FM0295  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0295  DYNAMIC HT  -        1066.893 (meters)    3500.30  (feet)  COMP
 FM0295  MODELED GRAV-     979,404.0   (mgal)                       NAVD 88
 FM0295
 FM0295  VERT ORDER  -  SECOND    CLASS 0
 FM0295
 FM0295.The horizontal coordinates were scaled from a topographic map and have
 FM0295.an estimated accuracy of +/- 6 seconds.
 FM0295
 FM0295.The orthometric height was determined by differential leveling
 FM0295.and adjusted by the National Geodetic Survey in June 1991..
 FM0295
 FM0295.The geoid height was determined by GEOID03.
 FM0295
 FM0295.The dynamic height is computed by dividing the NAVD 88
 FM0295.geopotential number by the normal gravity value computed on the
 FM0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0295.degrees latitude (g = 980.6199 gals.).
 FM0295
 FM0295.The modeled gravity was interpolated from observed gravity values.
 FM0295
 FM0295;                    North         East    Units  Estimated Accuracy
 FM0295;SPC TX N     - 1,146,400.      134,760.      MT  (+/- 180 meters Scaled)
 FM0295
 FM0295                          SUPERSEDED SURVEY CONTROL
 FM0295
 FM0295  NGVD 29 (??/??/92) 1067.684  (m)         3502.89   (f) ADJ UNCH    2 0
 FM0295
 FM0295.Superseded values are not recommended for survey control.
 FM0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0295.See file dsdata.txt to determine how the superseded data were derived.
 FM0295
 FM0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV529118(NAD 83)
 FM0295_MARKER: DB = BENCH MARK DISK
 FM0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0295_STAMPING: T-528 1935
 FM0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0295+STABILITY: SURFACE MOTION
 FM0295
 FM0295  HISTORY     - Date     Condition        Report By
 FM0295  HISTORY     - 1935     MONUMENTED       CGS
 FM0295  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0295
 FM0295                          STATION DESCRIPTION
 FM0295
 FM0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0295'21.1 MI N FROM WILDORADO.
 FM0295'TO REACH BENCHMARK FROM POST-OFFICE GO 0.5 MILE NORTH ALONG GOOD
 FM0295'GRADED ROAD, THENCE 0.1 MILE EAST, THENCE 0.7 MILE NORTH TO WIRE GATE,
 FM0295'THENCE 1.0 MILE NORTHEAST TO RANCH HOUSE, THENCE 12.3 MILES NORTHEAST
 FM0295'ALONG IMPROVED TRAIL TO CATTLE GUARD AND JUNCTION OF THREE TRAILS.
 FM0295'PAINTED ON NORTH GATE POST IS USBM 3561.7-- THENCE EAST 6.5 MILES
 FM0295'ALONG UNIMPROVED TRAIL.  BENCHMARK IS SET ON BANK OF SANDY DRAW IN THE
 FM0295'CENTER OF HORSESHOE BEND OF CREEK BEING 220 FEET WEST OF SIX LARGE
 FM0295'COTTONWOOD TREES WHOSE ROOTS ARE MATTED TOGETHER.
 FM0295
 FM0295                          STATION RECOVERY (1966)
 FM0295
 FM0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0712 ***********************************************************************
 FL0712  DESIGNATION -  T 529
 FL0712  PID         -  FL0712
 FL0712  STATE/COUNTY-  TX/HUTCHINSON
 FL0712  USGS QUAD   -  ADOBE CREEK SW (1971)
 FL0712
 FL0712                         *CURRENT SURVEY CONTROL
 FL0712  ___________________________________________________________________
 FL0712* NAD 83(1986)-  35 50 38.     (N)    101 12 41.     (W)     SCALED    
 FL0712* NAVD 88     -       821.610  (meters)    2695.57   (feet)  ADJUSTED  
 FL0712  ___________________________________________________________________
 FL0712  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FL0712  DYNAMIC HT  -         820.713 (meters)    2692.62  (feet)  COMP
 FL0712  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 FL0712
 FL0712  VERT ORDER  -  SECOND    CLASS 0
 FL0712
 FL0712.The horizontal coordinates were scaled from a topographic map and have
 FL0712.an estimated accuracy of +/- 6 seconds.
 FL0712
 FL0712.The orthometric height was determined by differential leveling
 FL0712.and adjusted by the National Geodetic Survey in June 1991..
 FL0712
 FL0712.The geoid height was determined by GEOID03.
 FL0712
 FL0712.The dynamic height is computed by dividing the NAVD 88
 FL0712.geopotential number by the normal gravity value computed on the
 FL0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0712.degrees latitude (g = 980.6199 gals.).
 FL0712
 FL0712.The modeled gravity was interpolated from observed gravity values.
 FL0712
 FL0712;                    North         East    Units  Estimated Accuracy
 FL0712;SPC TX N     - 1,204,600.      226,070.      MT  (+/- 180 meters Scaled)
 FL0712
 FL0712                          SUPERSEDED SURVEY CONTROL
 FL0712
 FL0712  NGVD 29 (??/??/92)  821.195  (m)         2694.20   (f) ADJ UNCH    2 0
 FL0712
 FL0712.Superseded values are not recommended for survey control.
 FL0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0712.See file dsdata.txt to determine how the superseded data were derived.
 FL0712
 FL0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE002688(NAD 83)
 FL0712_MARKER: DB = BENCH MARK DISK
 FL0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0712_STAMPING: T 529 1935
 FL0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0712+STABILITY: SURFACE MOTION
 FL0712
 FL0712  HISTORY     - Date     Condition        Report By
 FL0712  HISTORY     - 1935     MONUMENTED       CGS
 FL0712  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0712
 FL0712                          STATION DESCRIPTION
 FL0712
 FL0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0712'7.0 MI NE FROM PLEMONS.
 FL0712'7.0 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM THE POST OFFICE AT
 FL0712'PLEMONS, 0.3 MILE EAST OF CARSON CREEK, ABOUT 1/4 MILE NORTH OF THE
 FL0712'NORTH BANK OF CANADIAN RIVER, AT A SMALL VALLEY BETWEEN ROCKY RIDGES,
 FL0712'97 FEET FROM THE FOOT OF AN EAST SLOPE, 140 FEET EAST OF A LARGE
 FL0712'COTTONWOOD TREE, AND 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 FL0712'STANDARD DISK, STAMPED T 529 1935 AND SET IN THE TOP OF A CONCRETE
 FL0712'POST.
 FL0712
 FL0712                          STATION RECOVERY (1971)
 FL0712
 FL0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0526 ***********************************************************************
 FL0526  DESIGNATION -  T 530
 FL0526  PID         -  FL0526
 FL0526  STATE/COUNTY-  TX/ROBERTS
 FL0526  USGS QUAD   -  HORSE CREEK NORTH (1972)
 FL0526
 FL0526                         *CURRENT SURVEY CONTROL
 FL0526  ___________________________________________________________________
 FL0526* NAD 83(1986)-  35 59 11.     (N)    100 39 16.     (W)     SCALED    
 FL0526* NAVD 88     -       744.184  (meters)    2441.54   (feet)  ADJUSTED  
 FL0526  ___________________________________________________________________
 FL0526  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FL0526  DYNAMIC HT  -         743.395 (meters)    2438.96  (feet)  COMP
 FL0526  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 FL0526
 FL0526  VERT ORDER  -  SECOND    CLASS 0
 FL0526
 FL0526.The horizontal coordinates were scaled from a topographic map and have
 FL0526.an estimated accuracy of +/- 6 seconds.
 FL0526
 FL0526.The orthometric height was determined by differential leveling
 FL0526.and adjusted by the National Geodetic Survey in June 1991..
 FL0526
 FL0526.The geoid height was determined by GEOID03.
 FL0526
 FL0526.The dynamic height is computed by dividing the NAVD 88
 FL0526.geopotential number by the normal gravity value computed on the
 FL0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0526.degrees latitude (g = 980.6199 gals.).
 FL0526
 FL0526.The modeled gravity was interpolated from observed gravity values.
 FL0526
 FL0526;                    North         East    Units  Estimated Accuracy
 FL0526;SPC TX N     - 1,220,690.      276,250.      MT  (+/- 180 meters Scaled)
 FL0526
 FL0526                          SUPERSEDED SURVEY CONTROL
 FL0526
 FL0526  NGVD 29 (??/??/92)  743.838  (m)         2440.41   (f) ADJ UNCH    2 0
 FL0526
 FL0526.Superseded values are not recommended for survey control.
 FL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0526.See file dsdata.txt to determine how the superseded data were derived.
 FL0526
 FL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE508837(NAD 83)
 FL0526_MARKER: DB = BENCH MARK DISK
 FL0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0526_STAMPING: T 530 1935
 FL0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0526+STABILITY: SURFACE MOTION
 FL0526
 FL0526  HISTORY     - Date     Condition        Report By
 FL0526  HISTORY     - 1935     MONUMENTED       CGS
 FL0526  HISTORY     - 1972     GOOD             USGS
 FL0526
 FL0526                          STATION DESCRIPTION
 FL0526
 FL0526'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0526'21.3 MI NW FROM CANADIAN.
 FL0526'IN ROBERTS CO., 9.2 MI. NE AND NW ALONG U.S. HWY. 83 FROM THE POST
 FL0526'OFFICE AT CANADIAN, HEMPHILL CO., THENCE 12.1 MI. W. ALONG A GRADED
 FL0526'RD. TO A RD. JCT. (RD. SE TO TANDY RANCH) 0.8 MI. SE TO TANDY RANCH
 FL0526'HOUSE, 1600 FT. SE OF RANCH HOUSE, 43 FT. W. AND 23 FT. N. OF OLD RD.
 FL0526'FORK SCAR, 1.0 FT. S. OF A METAL WITNESS SIGN.  A STANDARD DISK
 FL0526'STAMPED T 530 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0389 ***********************************************************************
 FM0389  DESIGNATION -  T 532
 FM0389  PID         -  FM0389
 FM0389  STATE/COUNTY-  TX/OLDHAM
 FM0389  USGS QUAD   -  LANDERGIN (1966)
 FM0389
 FM0389                         *CURRENT SURVEY CONTROL
 FM0389  ___________________________________________________________________
 FM0389* NAD 83(1986)-  35 20 10.     (N)    102 32 35.     (W)     SCALED    
 FM0389* NAVD 88     -      1208.202  (meters)    3963.91   (feet)  ADJUSTED  
 FM0389  ___________________________________________________________________
 FM0389  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 FM0389  DYNAMIC HT  -        1206.757 (meters)    3959.17  (feet)  COMP
 FM0389  MODELED GRAV-     979,396.0   (mgal)                       NAVD 88
 FM0389
 FM0389  VERT ORDER  -  SECOND    CLASS 0
 FM0389
 FM0389.The horizontal coordinates were scaled from a topographic map and have
 FM0389.an estimated accuracy of +/- 6 seconds.
 FM0389
 FM0389.The orthometric height was determined by differential leveling
 FM0389.and adjusted by the National Geodetic Survey in June 1991..
 FM0389
 FM0389.The geoid height was determined by GEOID03.
 FM0389
 FM0389.The dynamic height is computed by dividing the NAVD 88
 FM0389.geopotential number by the normal gravity value computed on the
 FM0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0389.degrees latitude (g = 980.6199 gals.).
 FM0389
 FM0389.The modeled gravity was interpolated from observed gravity values.
 FM0389
 FM0389;                    North         East    Units  Estimated Accuracy
 FM0389;SPC TX N     - 1,148,720.      105,180.      MT  (+/- 180 meters Scaled)
 FM0389
 FM0389                          SUPERSEDED SURVEY CONTROL
 FM0389
 FM0389  NGVD 29 (??/??/92) 1207.677  (m)         3962.19   (f) ADJ UNCH    2 0
 FM0389
 FM0389.Superseded values are not recommended for survey control.
 FM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0389.See file dsdata.txt to determine how the superseded data were derived.
 FM0389
 FM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV233130(NAD 83)
 FM0389_MARKER: DB = BENCH MARK DISK
 FM0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0389_STAMPING: T 532 1935
 FM0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0389+STABILITY: SURFACE MOTION
 FM0389
 FM0389  HISTORY     - Date     Condition        Report By
 FM0389  HISTORY     - 1935     MONUMENTED       CGS
 FM0389  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0389
 FM0389                          STATION DESCRIPTION
 FM0389
 FM0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0389'11.6 MI NW FROM VEGA.
 FM0389'TO REACH FROM VEGA POST OFFICE GO 6.3 MILES WEST ALONG U.S. HIGHWAY
 FM0389'NO. 66, THENCE 5.3 MILES NORTHWEST ALONG TRAIL.  ON THE EAST EDGE OF
 FM0389'LONG SLOPE TOWARD CREEK, 0.3 MILE NORTH OF WEST END OF VERY LARGE
 FM0389'CANYON.  68 FEET WEST OF CENTERLINE OF TRAIL.
 FM0389
 FM0389                          STATION RECOVERY (1966)
 FM0389
 FM0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1377 ***********************************************************************
 FL1377  DESIGNATION -  T 533
 FL1377  PID         -  FL1377
 FL1377  STATE/COUNTY-  TX/CARSON
 FL1377  USGS QUAD   -  SANFORD (1970)
 FL1377
 FL1377                         *CURRENT SURVEY CONTROL
 FL1377  ___________________________________________________________________
 FL1377* NAD 83(1986)-  35 41 59.     (N)    101 32 05.     (W)     SCALED    
 FL1377* NAVD 88     -       923.438  (meters)    3029.65   (feet)  ADJUSTED  
 FL1377  ___________________________________________________________________
 FL1377  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 FL1377  DYNAMIC HT  -         922.393 (meters)    3026.22  (feet)  COMP
 FL1377  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 FL1377
 FL1377  VERT ORDER  -  SECOND    CLASS 0
 FL1377
 FL1377.The horizontal coordinates were scaled from a topographic map and have
 FL1377.an estimated accuracy of +/- 6 seconds.
 FL1377
 FL1377.The orthometric height was determined by differential leveling
 FL1377.and adjusted by the National Geodetic Survey in June 1991..
 FL1377
 FL1377.The geoid height was determined by GEOID03.
 FL1377
 FL1377.The dynamic height is computed by dividing the NAVD 88
 FL1377.geopotential number by the normal gravity value computed on the
 FL1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1377.degrees latitude (g = 980.6199 gals.).
 FL1377
 FL1377.The modeled gravity was interpolated from observed gravity values.
 FL1377
 FL1377;                    North         East    Units  Estimated Accuracy
 FL1377;SPC TX N     - 1,188,560.      196,860.      MT  (+/- 180 meters Scaled)
 FL1377
 FL1377                          SUPERSEDED SURVEY CONTROL
 FL1377
 FL1377  NGVD 29 (??/??/92)  922.998  (m)         3028.20   (f) ADJ UNCH    2 0
 FL1377
 FL1377.Superseded values are not recommended for survey control.
 FL1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1377.See file dsdata.txt to determine how the superseded data were derived.
 FL1377
 FL1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE706536(NAD 83)
 FL1377_MARKER: DB = BENCH MARK DISK
 FL1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1377_STAMPING: T-533 1935
 FL1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1377+STABILITY: SURFACE MOTION
 FL1377
 FL1377  HISTORY     - Date     Condition        Report By
 FL1377  HISTORY     - 1935     MONUMENTED       CGS
 FL1377
 FL1377                          STATION DESCRIPTION
 FL1377
 FL1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1377'0.2 MI N FROM SANDFORD.
 FL1377'0.2 MILE NORTH CRI AND G DEPOT BY RAIL BENCHMARK IS SET OPPOSITE
 FL1377'PHILLIPS GASOLINE REFINERY.  5 RAIL LENGTHS NORTH OF NORTH SWITCH
 FL1377'STAND.  2 RAIL LENGTHS SOUTH OF MILE POST NO. 44.  88.0 FEET SOUTHWEST
 FL1377'OF GRADE CROSSING.  45.0 FEET WEST OF WEST RAIL OF MAIN LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0225 ***********************************************************************
 FM0225  DESIGNATION -  T 534
 FM0225  PID         -  FM0225
 FM0225  STATE/COUNTY-  TX/OLDHAM
 FM0225  USGS QUAD   -  TORREY HOUSE (1971)
 FM0225
 FM0225                         *CURRENT SURVEY CONTROL
 FM0225  ___________________________________________________________________
 FM0225* NAD 83(1986)-  35 34 57.     (N)    102 26 42.     (W)     SCALED    
 FM0225* NAVD 88     -      1032.474  (meters)    3387.38   (feet)  POSTED    
 FM0225  ___________________________________________________________________
 FM0225  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FM0225  DYNAMIC HT  -        1031.270 (meters)    3383.43  (feet)  COMP
 FM0225  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 FM0225
 FM0225  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FM0225
 FM0225.The horizontal coordinates were scaled from a topographic map and have
 FM0225.an estimated accuracy of +/- 6 seconds.
 FM0225
 FM0225.The orthometric height was determined by differential leveling
 FM0225.and adjusted by the National Geodetic Survey in 1992..
 FM0225.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FM0225.rate of 0.0 thru 1.0 mm/km.
 FM0225
 FM0225.The geoid height was determined by GEOID03.
 FM0225
 FM0225.The dynamic height is computed by dividing the NAVD 88
 FM0225.geopotential number by the normal gravity value computed on the
 FM0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0225.degrees latitude (g = 980.6199 gals.).
 FM0225
 FM0225.The modeled gravity was interpolated from observed gravity values.
 FM0225
 FM0225;                    North         East    Units  Estimated Accuracy
 FM0225;SPC TX N     - 1,175,970.      114,360.      MT  (+/- 180 meters Scaled)
 FM0225
 FM0225                          SUPERSEDED SURVEY CONTROL
 FM0225
 FM0225  NGVD 29 (??/??/92) 1031.968  (m)         3385.72   (f) ADJ UNCH    2 0
 FM0225
 FM0225.Superseded values are not recommended for survey control.
 FM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0225.See file dsdata.txt to determine how the superseded data were derived.
 FM0225
 FM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV315406(NAD 83)
 FM0225_MARKER: DB = BENCH MARK DISK
 FM0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0225_STAMPING: T 534 1935
 FM0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0225+STABILITY: SURFACE MOTION
 FM0225
 FM0225  HISTORY     - Date     Condition        Report By
 FM0225  HISTORY     - 1935     MONUMENTED       CGS
 FM0225  HISTORY     - 1971     GOOD             USGS
 FM0225
 FM0225                          STATION DESCRIPTION
 FM0225
 FM0225'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0225'31.0 MI NE FROM ADRIAN.
 FM0225'TO REACH FROM THE JCT. OF US HWY. 385 AND TEXAS HWY 385 IN CHANNING,
 FM0225'GO EAST ON US HWY. 385 FOR 2.0 MILES TO THE JCT WITH A GRADED DIRT
 FM0225'ROAD SOUTH, TURN RIGHT AND FOLLOW ROAD AND RR SOUTH FOR 3.7 MILES,
 FM0225'THENCE WEST ACROSS RR FOR 1.2 MILES TO THE RH FULTON RANCH
 FM0225'HEADQUARTERS, CONTINUE WESTERLY ON PRIVATE RANCH ROAD, AT 1.3 MILES
 FM0225'CROSS CATTLEGUARD, AT 2.6 MILES CROSS ANOTHER CG, AT 3.5 MILES PASS BY
 FM0225'A WINDMILL ON THE LEFT, AT 4.0 MILES CROSS WIDE SAND WASH, AT 4.3
 FM0225'MILES JCT OF RDS LEADING N, NW, AND SW.  TURN LEFT AND TAKE SW FOR
 FM0225'0.25 MILE TO THE JCT WITH AN ABANDONED ROAD LEADING WEST TOWARD THE
 FM0225'TOP OF A HIGH RIDGE, TURN RIGHT ON ABANDONED ROAD FOR 1200 FEET TO THE
 FM0225'BM ON THE LEFT BM IS 28 FT. SOUTH OF ABD. ROAD AND ABOUT IN LINE WITH
 FM0225'THE EAST EDGE OF HIGH RIDGES TO THE H AND S, A STD. DISK STAMPED T 534
 FM0225'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1241 ***********************************************************************
 FL1241  DESIGNATION -  T 535
 FL1241  PID         -  FL1241
 FL1241  STATE/COUNTY-  TX/POTTER
 FL1241  USGS QUAD   -  AMARILLO EAST (1973)
 FL1241
 FL1241                         *CURRENT SURVEY CONTROL
 FL1241  ___________________________________________________________________
 FL1241* NAD 83(1986)-  35 09 34.     (N)    101 45 36.     (W)     SCALED    
 FL1241* NAVD 88     -      1098.744  (meters)    3604.80   (feet)  ADJUSTED  
 FL1241  ___________________________________________________________________
 FL1241  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL1241  DYNAMIC HT  -        1097.436 (meters)    3600.50  (feet)  COMP
 FL1241  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 FL1241
 FL1241  VERT ORDER  -  SECOND    CLASS 0
 FL1241
 FL1241.The horizontal coordinates were scaled from a topographic map and have
 FL1241.an estimated accuracy of +/- 6 seconds.
 FL1241
 FL1241.The orthometric height was determined by differential leveling
 FL1241.and adjusted by the National Geodetic Survey in June 1991..
 FL1241
 FL1241.The geoid height was determined by GEOID03.
 FL1241
 FL1241.The dynamic height is computed by dividing the NAVD 88
 FL1241.geopotential number by the normal gravity value computed on the
 FL1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1241.degrees latitude (g = 980.6199 gals.).
 FL1241
 FL1241.The modeled gravity was interpolated from observed gravity values.
 FL1241
 FL1241;                    North         East    Units  Estimated Accuracy
 FL1241;SPC TX N     - 1,128,660.      176,310.      MT  (+/- 180 meters Scaled)
 FL1241
 FL1241                          SUPERSEDED SURVEY CONTROL
 FL1241
 FL1241  NGVD 29 (??/??/92) 1098.250  (m)         3603.18   (f) ADJ UNCH    2 0
 FL1241
 FL1241.Superseded values are not recommended for survey control.
 FL1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1241.See file dsdata.txt to determine how the superseded data were derived.
 FL1241
 FL1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD486942(NAD 83)
 FL1241_MARKER: DD = SURVEY DISK
 FL1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1241_STAMPING: T 535 1935
 FL1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1241+STABILITY: SURFACE MOTION
 FL1241
 FL1241  HISTORY     - Date     Condition        Report By
 FL1241  HISTORY     - 1935     MONUMENTED       CGS
 FL1241  HISTORY     - 1956     MARK NOT FOUND   USGS
 FL1241  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1241
 FL1241                          STATION DESCRIPTION
 FL1241
 FL1241'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FL1241'11.4 MI SE FROM AMARILLO.
 FL1241'IN RANDALL CUNTY, 11.4 MILES SOUTHEAST OF AMARILLO, POTTER COUNTY.
 FL1241'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE
 FL1241'NORTH ALONG TAYLOR STREET, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY
 FL1241'60, AND THENCE ALONG GRADED ROADS ABOUT 2.1 MILES SOUTH, 1.0 MILE
 FL1241'WEST, AND 2.3 MILES SOUTH.  IT IS 0.6 MILE SOUTH OF THE D. E. JOHNSON
 FL1241'RANCH HOUSE, 20 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 FL1241'EAST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED T 535 1935
 FL1241'AND SET IN THE TOP OF A CONCRETE POST.
 FL1241
 FL1241                          STATION RECOVERY (1984)
 FL1241
 FL1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1029 ***********************************************************************
 FL1029  DESIGNATION -  T 536
 FL1029  PID         -  FL1029
 FL1029  STATE/COUNTY-  TX/CARSON
 FL1029  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1029
 FL1029                         *CURRENT SURVEY CONTROL
 FL1029  ___________________________________________________________________
 FL1029* NAD 83(1986)-  35 19 50.     (N)    101 23 58.     (W)     SCALED    
 FL1029* NAVD 88     -      1056.304  (meters)    3465.56   (feet)  ADJUSTED  
 FL1029  ___________________________________________________________________
 FL1029  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1029  DYNAMIC HT  -        1055.063 (meters)    3461.49  (feet)  COMP
 FL1029  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 FL1029
 FL1029  VERT ORDER  -  SECOND    CLASS 0
 FL1029
 FL1029.The horizontal coordinates were scaled from a topographic map and have
 FL1029.an estimated accuracy of +/- 6 seconds.
 FL1029
 FL1029.The orthometric height was determined by differential leveling
 FL1029.and adjusted by the National Geodetic Survey in June 1991..
 FL1029
 FL1029.The geoid height was determined by GEOID03.
 FL1029
 FL1029.The dynamic height is computed by dividing the NAVD 88
 FL1029.geopotential number by the normal gravity value computed on the
 FL1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1029.degrees latitude (g = 980.6199 gals.).
 FL1029
 FL1029.The modeled gravity was interpolated from observed gravity values.
 FL1029
 FL1029;                    North         East    Units  Estimated Accuracy
 FL1029;SPC TX N     - 1,147,610.      209,140.      MT  (+/- 180 meters Scaled)
 FL1029
 FL1029                          SUPERSEDED SURVEY CONTROL
 FL1029
 FL1029  NGVD 29 (??/??/92) 1055.801  (m)         3463.91   (f) ADJ UNCH    2 0
 FL1029
 FL1029.Superseded values are not recommended for survey control.
 FL1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1029.See file dsdata.txt to determine how the superseded data were derived.
 FL1029
 FL1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE819123(NAD 83)
 FL1029_MARKER: DB = BENCH MARK DISK
 FL1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1029_STAMPING: T 536 1935
 FL1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1029+STABILITY: SURFACE MOTION
 FL1029
 FL1029  HISTORY     - Date     Condition        Report By
 FL1029  HISTORY     - 1935     MONUMENTED       CGS
 FL1029
 FL1029                          STATION DESCRIPTION
 FL1029
 FL1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1029'1.3 MI N FROM PANHANDLE.
 FL1029'ALONG THE SANTE FE RAILROAD BETWEEN PANHANDLE AND LEE.  AT RAILROAD
 FL1029'JUNCTION, 24 RAILS WEST OF MILE POST 0, 15 RAILS WEST OF SWITCH STAND,
 FL1029'BETWEEN THE RAILROAD TRACKS AND STATE HIGHWAY NO 33. 57 FEET SOUTH OF
 FL1029'SOUTH RAIL OF SOUTH MAIN TRACK, AND 46 FEET NORTH OF CENTERLINE OF
 FL1029'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0159 ***********************************************************************
 FM0159  DESIGNATION -  T 538
 FM0159  PID         -  FM0159
 FM0159  STATE/COUNTY-  TX/MOORE
 FM0159  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0159
 FM0159                         *CURRENT SURVEY CONTROL
 FM0159  ___________________________________________________________________
 FM0159* NAD 83(1986)-  35 48 27.     (N)    102 07 28.     (W)     SCALED    
 FM0159* NAVD 88     -      1154.789  (meters)    3788.67   (feet)  ADJUSTED  
 FM0159  ___________________________________________________________________
 FM0159  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FM0159  DYNAMIC HT  -        1153.434 (meters)    3784.22  (feet)  COMP
 FM0159  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 FM0159
 FM0159  VERT ORDER  -  SECOND    CLASS 0
 FM0159
 FM0159.The horizontal coordinates were scaled from a topographic map and have
 FM0159.an estimated accuracy of +/- 6 seconds.
 FM0159
 FM0159.The orthometric height was determined by differential leveling
 FM0159.and adjusted by the National Geodetic Survey in June 1991..
 FM0159
 FM0159.The geoid height was determined by GEOID03.
 FM0159
 FM0159.The dynamic height is computed by dividing the NAVD 88
 FM0159.geopotential number by the normal gravity value computed on the
 FM0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0159.degrees latitude (g = 980.6199 gals.).
 FM0159
 FM0159.The modeled gravity was interpolated from observed gravity values.
 FM0159
 FM0159;                    North         East    Units  Estimated Accuracy
 FM0159;SPC TX N     - 1,200,700.      143,570.      MT  (+/- 180 meters Scaled)
 FM0159
 FM0159                          SUPERSEDED SURVEY CONTROL
 FM0159
 FM0159  NGVD 29 (??/??/92) 1154.229  (m)         3786.83   (f) ADJ UNCH    2 0
 FM0159
 FM0159.Superseded values are not recommended for survey control.
 FM0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0159.See file dsdata.txt to determine how the superseded data were derived.
 FM0159
 FM0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV598664(NAD 83)
 FM0159_MARKER: DB = BENCH MARK DISK
 FM0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0159_STAMPING: T-538 1935
 FM0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0159+STABILITY: SURFACE MOTION
 FM0159
 FM0159  HISTORY     - Date     Condition        Report By
 FM0159  HISTORY     - 1935     MONUMENTED       CGS
 FM0159  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0159
 FM0159                          STATION DESCRIPTION
 FM0159
 FM0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0159'11.8 MI SW FROM DUMAS.
 FM0159'TO REACH BENCHMARK FROM COURT HOUSE GO 0.5 MILE SOUTH ALONG HIGHWAY
 FM0159'NO. 9, THENCE 2.4 MILES WEST TO SOUTH TURN IN ROAD, CONTINUE THENCE
 FM0159'WEST 1.0 MILE ALONG TRAIL AND POLE LINE, THENCE SOUTH ALONG FENCE AND
 FM0159'POLE LINE 1.9 MILES TO JUNCTION OF TRAIL AND ROAD, CONTINUE THENCE
 FM0159'SOUTH ALONG GRADED ROAD 1.1 MILES TO JUNCTION OF ROAD, THENCE WEST 4.9
 FM0159'MILES TO WIRE GATE.  BENCHMARK IS SET AT INTERSECTION OF TRAIL AND
 FM0159'GRADED COUNTY ROAD APPROXIMATELY 2.4 MILES NORTH OF C.D. FRYES RANCH
 FM0159'HOUSE.  BEING 212.0 FEET SOUTH OF CENTER-LINE OF GRADED ROAD, AND 1.7
 FM0159'FEET WEST OF N-S FENCE.
 FM0159
 FM0159                          STATION RECOVERY (1963)
 FM0159
 FM0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0734 ***********************************************************************
 FL0734  DESIGNATION -  T 541
 FL0734  PID         -  FL0734
 FL0734  STATE/COUNTY-  TX/ROBERTS
 FL0734  USGS QUAD   -  GARDEN SPRINGS (1971)
 FL0734
 FL0734                         *CURRENT SURVEY CONTROL
 FL0734  ___________________________________________________________________
 FL0734* NAD 83(1986)-  35 54 04.     (N)    101 04 47.     (W)     SCALED    
 FL0734* NAVD 88     -       797.024  (meters)    2614.90   (feet)  ADJUSTED  
 FL0734  ___________________________________________________________________
 FL0734  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FL0734  DYNAMIC HT  -         796.166 (meters)    2612.09  (feet)  COMP
 FL0734  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 FL0734
 FL0734  VERT ORDER  -  SECOND    CLASS 0
 FL0734
 FL0734.The horizontal coordinates were scaled from a topographic map and have
 FL0734.an estimated accuracy of +/- 6 seconds.
 FL0734
 FL0734.The orthometric height was determined by differential leveling
 FL0734.and adjusted by the National Geodetic Survey in June 1991..
 FL0734
 FL0734.The geoid height was determined by GEOID03.
 FL0734
 FL0734.The dynamic height is computed by dividing the NAVD 88
 FL0734.geopotential number by the normal gravity value computed on the
 FL0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0734.degrees latitude (g = 980.6199 gals.).
 FL0734
 FL0734.The modeled gravity was interpolated from observed gravity values.
 FL0734
 FL0734;                    North         East    Units  Estimated Accuracy
 FL0734;SPC TX N     - 1,210,990.      237,940.      MT  (+/- 180 meters Scaled)
 FL0734
 FL0734                          SUPERSEDED SURVEY CONTROL
 FL0734
 FL0734  NGVD 29 (??/??/92)  796.641  (m)         2613.65   (f) ADJ UNCH    2 0
 FL0734
 FL0734.Superseded values are not recommended for survey control.
 FL0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0734.See file dsdata.txt to determine how the superseded data were derived.
 FL0734
 FL0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE123749(NAD 83)
 FL0734_MARKER: DB = BENCH MARK DISK
 FL0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0734_STAMPING: T 541 1935
 FL0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0734+STABILITY: SURFACE MOTION
 FL0734
 FL0734  HISTORY     - Date     Condition        Report By
 FL0734  HISTORY     - 1935     MONUMENTED       CGS
 FL0734  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0734
 FL0734                          STATION DESCRIPTION
 FL0734
 FL0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0734'30.3 MI N FROM PAMPA.
 FL0734'IN ROBERTS COUNTY, 30.3 MILES NORTH OF PAMPA, GRAY COUNTY.  THIS BENCH
 FL0734'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 7.4 MILES NORTH, 2.0
 FL0734'MILES WEST, AND 0.8 MILES NORTH ALONG GRADED ROADS AND THENCE 20.1
 FL0734'MILES NORTHWEST ALONG A TRAIL, 1.5 MILES NORTH OF THE J.W. MORRISON
 FL0734'AND SON RANCH HOUSE, ABOUT 500 FEET NORTH OF THE CENTERLINE OF THE
 FL0734'TRAIL, AND 57.6 FEET SOUTH OF THE SOUTH BANK OF CANADIAN RIVER. A
 FL0734'STANDARD DISK, STAMPED T 541 1935 AND SET IN THE TOP OF A CONCRETE
 FL0734'POST.
 FL0734
 FL0734                          STATION RECOVERY (1971)
 FL0734
 FL0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0352 ***********************************************************************
 FM0352  DESIGNATION -  T 541
 FM0352  PID         -  FM0352
 FM0352  STATE/COUNTY-  TX/DEAF SMITH
 FM0352  USGS QUAD   -  WILDORADO SW (1984)
 FM0352
 FM0352                         *CURRENT SURVEY CONTROL
 FM0352  ___________________________________________________________________
 FM0352* NAD 83(1986)-  35 04 55.     (N)    102 12 14.     (W)     SCALED    
 FM0352* NAVD 88     -      1167.436  (meters)    3830.16   (feet)  ADJUSTED  
 FM0352  ___________________________________________________________________
 FM0352  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 FM0352  DYNAMIC HT  -        1166.011 (meters)    3825.49  (feet)  COMP
 FM0352  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 FM0352
 FM0352  VERT ORDER  -  SECOND    CLASS 0
 FM0352
 FM0352.The horizontal coordinates were scaled from a topographic map and have
 FM0352.an estimated accuracy of +/- 6 seconds.
 FM0352
 FM0352.The orthometric height was determined by differential leveling
 FM0352.and adjusted by the National Geodetic Survey in June 1991..
 FM0352
 FM0352.The geoid height was determined by GEOID03.
 FM0352
 FM0352.The dynamic height is computed by dividing the NAVD 88
 FM0352.geopotential number by the normal gravity value computed on the
 FM0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0352.degrees latitude (g = 980.6199 gals.).
 FM0352
 FM0352.The modeled gravity was interpolated from observed gravity values.
 FM0352
 FM0352;                    North         East    Units  Estimated Accuracy
 FM0352;SPC TX N     - 1,120,260.      135,810.      MT  (+/- 180 meters Scaled)
 FM0352
 FM0352                          SUPERSEDED SURVEY CONTROL
 FM0352
 FM0352  NGVD 29 (??/??/92) 1166.929  (m)         3828.50   (f) ADJ UNCH    2 0
 FM0352
 FM0352.Superseded values are not recommended for survey control.
 FM0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0352.See file dsdata.txt to determine how the superseded data were derived.
 FM0352
 FM0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU549857(NAD 83)
 FM0352_MARKER: DB = BENCH MARK DISK
 FM0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0352_STAMPING: T 541 1935
 FM0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0352+STABILITY: SURFACE MOTION
 FM0352
 FM0352  HISTORY     - Date     Condition        Report By
 FM0352  HISTORY     - 1935     MONUMENTED       CGS
 FM0352  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0352  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0352
 FM0352                          STATION DESCRIPTION
 FM0352
 FM0352'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FM0352'9.0 MI S FROM WILDORADO.
 FM0352'IN DEAF SMITH COUNTY, 9.0 MILES SOUTH ALONG A GRADED ROAD FROM THE
 FM0352'POST OFFICE AT WILDORADO, OLDHAM COUNTY, 0.9 MILE NORTH OF A CONCRETE
 FM0352'BRIDGE OVER A SMALL CREEK AT THE CENTER OF A LARGE VALLEY, ON THE TOP
 FM0352'OF A HILL OVERLOOKING THE VALLEY, 39 FEET WEST OF THE CENTERLINE OF
 FM0352'THE ROAD, AT THE JUNCTION OF A FENCE FROM THE WEST, 14 FEET NORTH OF
 FM0352'THE FENCE CORNER, 4.7 FEET WEST OF THE NORTH-AND-SOUTH FENCE, AND SET
 FM0352'IN THE TOP OF A CONCRETE POST.  NOTE-- A NEW PAVED F.M. ROAD HAS BEEN
 FM0352'BUILT IN THIS AREA.
 FM0352
 FM0352                          STATION RECOVERY (1980)
 FM0352
 FM0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0773 ***********************************************************************
 FL0773  DESIGNATION -  T 542
 FL0773  PID         -  FL0773
 FL0773  STATE/COUNTY-  TX/HUTCHINSON
 FL0773  USGS QUAD   -  PHILLIPS (1978)
 FL0773
 FL0773                         *CURRENT SURVEY CONTROL
 FL0773  ___________________________________________________________________
 FL0773* NAD 83(1986)-  35 40 31.     (N)    101 16 00.     (W)     SCALED    
 FL0773* NAVD 88     -       937.646  (meters)    3076.26   (feet)  ADJUSTED  
 FL0773  ___________________________________________________________________
 FL0773  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 FL0773  DYNAMIC HT  -         936.598 (meters)    3072.82  (feet)  COMP
 FL0773  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 FL0773
 FL0773  VERT ORDER  -  SECOND    CLASS 0
 FL0773
 FL0773.The horizontal coordinates were scaled from a topographic map and have
 FL0773.an estimated accuracy of +/- 6 seconds.
 FL0773
 FL0773.The orthometric height was determined by differential leveling
 FL0773.and adjusted by the National Geodetic Survey in June 1991..
 FL0773
 FL0773.The geoid height was determined by GEOID03.
 FL0773
 FL0773.The dynamic height is computed by dividing the NAVD 88
 FL0773.geopotential number by the normal gravity value computed on the
 FL0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0773.degrees latitude (g = 980.6199 gals.).
 FL0773
 FL0773.The modeled gravity was interpolated from observed gravity values.
 FL0773
 FL0773;                    North         East    Units  Estimated Accuracy
 FL0773;SPC TX N     - 1,185,880.      221,120.      MT  (+/- 180 meters Scaled)
 FL0773
 FL0773                          SUPERSEDED SURVEY CONTROL
 FL0773
 FL0773  NGVD 29 (??/??/92)  937.206  (m)         3074.82   (f) ADJ UNCH    2 0
 FL0773
 FL0773.Superseded values are not recommended for survey control.
 FL0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0773.See file dsdata.txt to determine how the superseded data were derived.
 FL0773
 FL0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE948503(NAD 83)
 FL0773_MARKER: DB = BENCH MARK DISK
 FL0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0773_STAMPING: T-542 1935
 FL0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0773+STABILITY: SURFACE MOTION
 FL0773
 FL0773  HISTORY     - Date     Condition        Report By
 FL0773  HISTORY     - 1935     MONUMENTED       CGS
 FL0773  HISTORY     - 1971     GOOD             USGS
 FL0773
 FL0773                          STATION DESCRIPTION
 FL0773
 FL0773'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL0773'7 MI E FROM BORGER.
 FL0773'ABOUT 7 MI. E. OF BORGER, HUTCHINSON COUNTY.  THIS MARK MAY BE REACHED
 FL0773'FROM POST OFFICE BY GOING 2 BLOCKS S. TO THIRD ST. (STATE HWY. 152),
 FL0773'THENCE 5.9 MI. E. AND SE. ALONG THE HIGHWAY, THENCE N. ALONG FARM ROAD
 FL0773'280 FOR 3.1 MI., AND E. ALONG GRADED ROAD FOR 0.6 MI., TO A CATTLE
 FL0773'GUARD AND FENCE N. BM IS ABOUT 52 FT. N. OF THE CENTERLINE OF THE RD.
 FL0773'AND 13 FT. E. OF A FENCE.  A STANDARD DISK, STAMPED T 542 1935 AND SET
 FL0773'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0580 ***********************************************************************
 FL0580  DESIGNATION -  T 543
 FL0580  PID         -  FL0580
 FL0580  STATE/COUNTY-  TX/ROBERTS
 FL0580  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL0580
 FL0580                         *CURRENT SURVEY CONTROL
 FL0580  ___________________________________________________________________
 FL0580* NAD 83(1986)-  35 48 13.     (N)    100 36 15.     (W)     SCALED    
 FL0580* NAVD 88     -       898.199  (meters)    2946.84   (feet)  ADJUSTED  
 FL0580  ___________________________________________________________________
 FL0580  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FL0580  DYNAMIC HT  -         897.213 (meters)    2943.61  (feet)  COMP
 FL0580  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 FL0580
 FL0580  VERT ORDER  -  SECOND    CLASS 0
 FL0580
 FL0580.The horizontal coordinates were scaled from a topographic map and have
 FL0580.an estimated accuracy of +/- 6 seconds.
 FL0580
 FL0580.The orthometric height was determined by differential leveling
 FL0580.and adjusted by the National Geodetic Survey in June 1991..
 FL0580
 FL0580.The geoid height was determined by GEOID03.
 FL0580
 FL0580.The dynamic height is computed by dividing the NAVD 88
 FL0580.geopotential number by the normal gravity value computed on the
 FL0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0580.degrees latitude (g = 980.6199 gals.).
 FL0580
 FL0580.The modeled gravity was interpolated from observed gravity values.
 FL0580
 FL0580;                    North         East    Units  Estimated Accuracy
 FL0580;SPC TX N     - 1,200,460.      280,970.      MT  (+/- 180 meters Scaled)
 FL0580
 FL0580                          SUPERSEDED SURVEY CONTROL
 FL0580
 FL0580  NGVD 29 (??/??/92)  897.808  (m)         2945.56   (f) ADJ UNCH    2 0
 FL0580
 FL0580.Superseded values are not recommended for survey control.
 FL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0580.See file dsdata.txt to determine how the superseded data were derived.
 FL0580
 FL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE550633(NAD 83)
 FL0580_MARKER: DB = BENCH MARK DISK
 FL0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0580_STAMPING: T 543 1935
 FL0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0580+STABILITY: SURFACE MOTION
 FL0580
 FL0580  HISTORY     - Date     Condition        Report By
 FL0580  HISTORY     - 1935     MONUMENTED       CGS
 FL0580  HISTORY     - 1972     GOOD             NGS
 FL0580
 FL0580                          STATION DESCRIPTION
 FL0580
 FL0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FL0580'12.4 MI NE FROM MIAMI.
 FL0580'4.9 MILES NW ALONG STATE HWY.  283, THENCE 7.5 MILES NE ALONG A GRADED
 FL0580'ROAD, FROM THE POST OFFICE AT MIAMI,  AT A CATTLE GUARD, 535 FT. NORTH
 FL0580'OF THE CENTERLINE OF RD. AND CATTLE GUARD, 4.1 FT.  W. OF A N-S FENCE
 FL0580'LINE (FENCE HAS A 40 FT.  OFFSET S. OF RD.).  A STANDARD DISK STAMPED
 FL0580'T 543 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0557 ***********************************************************************
 FL0557  DESIGNATION -  T 544
 FL0557  PID         -  FL0557
 FL0557  STATE/COUNTY-  TX/ROBERTS
 FL0557  USGS QUAD   -  HORSE CREEK NORTH (1972)
 FL0557
 FL0557                         *CURRENT SURVEY CONTROL
 FL0557  ___________________________________________________________________
 FL0557* NAD 83(1986)-  35 58 06.     (N)    100 42 48.     (W)     SCALED    
 FL0557* NAVD 88     -       746.691  (meters)    2449.77   (feet)  ADJUSTED  
 FL0557  ___________________________________________________________________
 FL0557  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FL0557  DYNAMIC HT  -         745.901 (meters)    2447.18  (feet)  COMP
 FL0557  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 FL0557
 FL0557  VERT ORDER  -  SECOND    CLASS 0
 FL0557
 FL0557.The horizontal coordinates were scaled from a topographic map and have
 FL0557.an estimated accuracy of +/- 6 seconds.
 FL0557
 FL0557.The orthometric height was determined by differential leveling
 FL0557.and adjusted by the National Geodetic Survey in June 1991..
 FL0557
 FL0557.The geoid height was determined by GEOID03.
 FL0557
 FL0557.The dynamic height is computed by dividing the NAVD 88
 FL0557.geopotential number by the normal gravity value computed on the
 FL0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0557.degrees latitude (g = 980.6199 gals.).
 FL0557
 FL0557.The modeled gravity was interpolated from observed gravity values.
 FL0557
 FL0557;                    North         East    Units  Estimated Accuracy
 FL0557;SPC TX N     - 1,218,650.      270,950.      MT  (+/- 180 meters Scaled)
 FL0557
 FL0557                          SUPERSEDED SURVEY CONTROL
 FL0557
 FL0557  NGVD 29 (??/??/92)  746.342  (m)         2448.62   (f) ADJ UNCH    2 0
 FL0557
 FL0557.Superseded values are not recommended for survey control.
 FL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0557.See file dsdata.txt to determine how the superseded data were derived.
 FL0557
 FL0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE455817(NAD 83)
 FL0557_MARKER: DB = BENCH MARK DISK
 FL0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0557_STAMPING: T 544 1935
 FL0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0557+STABILITY: SURFACE MOTION
 FL0557
 FL0557  HISTORY     - Date     Condition        Report By
 FL0557  HISTORY     - 1935     MONUMENTED       CGS
 FL0557  HISTORY     - 1972     GOOD             USGS
 FL0557
 FL0557                          STATION DESCRIPTION
 FL0557
 FL0557'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0557'25.4 MI NW FROM MIAMI.
 FL0557'11.0 MI NW ALONG FARM ROAD 283, FROM THE POST OFFICE AT MIAMI, ROBERTS
 FL0557'CO., THENCE 13.8 MI. N. ALONG A GRADED RD., 0.5 MI. NW OF THE D. D.
 FL0557'PAYNE RANCH HOUSE, 280 FT. W. OF A COR. FE. POST, 30 FT. S. OF THE
 FL0557'RIVER BANK BREAK AND 9.0 FT. N. OF AN OLD TRAIL.  A STANDARD DISK
 FL0557'STAMPED T 544 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0973 ***********************************************************************
 FL0973  DESIGNATION -  T 545
 FL0973  PID         -  FL0973
 FL0973  STATE/COUNTY-  TX/CARSON
 FL0973  USGS QUAD   -  PANHANDLE EAST (1966)
 FL0973
 FL0973                         *CURRENT SURVEY CONTROL
 FL0973  ___________________________________________________________________
 FL0973* NAD 83(1986)-  35 22 13.     (N)    101 15 27.     (W)     SCALED    
 FL0973* NAVD 88     -      1036.619  (meters)    3400.97   (feet)  ADJUSTED  
 FL0973  ___________________________________________________________________
 FL0973  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0973  DYNAMIC HT  -        1035.420 (meters)    3397.04  (feet)  COMP
 FL0973  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 FL0973
 FL0973  VERT ORDER  -  SECOND    CLASS 0
 FL0973
 FL0973.The horizontal coordinates were scaled from a topographic map and have
 FL0973.an estimated accuracy of +/- 6 seconds.
 FL0973
 FL0973.The orthometric height was determined by differential leveling
 FL0973.and adjusted by the National Geodetic Survey in June 1991..
 FL0973
 FL0973.The geoid height was determined by GEOID03.
 FL0973
 FL0973.The dynamic height is computed by dividing the NAVD 88
 FL0973.geopotential number by the normal gravity value computed on the
 FL0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0973.degrees latitude (g = 980.6199 gals.).
 FL0973
 FL0973.The modeled gravity was interpolated from observed gravity values.
 FL0973
 FL0973;                    North         East    Units  Estimated Accuracy
 FL0973;SPC TX N     - 1,152,040.      222,040.      MT  (+/- 180 meters Scaled)
 FL0973
 FL0973                          SUPERSEDED SURVEY CONTROL
 FL0973
 FL0973  NGVD 29 (??/??/92) 1036.140  (m)         3399.40   (f) ADJ UNCH    2 0
 FL0973
 FL0973.Superseded values are not recommended for survey control.
 FL0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0973.See file dsdata.txt to determine how the superseded data were derived.
 FL0973
 FL0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE949164(NAD 83)
 FL0973_MARKER: DB = BENCH MARK DISK
 FL0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0973_STAMPING: T 545 1935
 FL0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0973+STABILITY: SURFACE MOTION
 FL0973
 FL0973  HISTORY     - Date     Condition        Report By
 FL0973  HISTORY     - 1935     MONUMENTED       CGS
 FL0973
 FL0973                          STATION DESCRIPTION
 FL0973
 FL0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0973'5.7 MI SW FROM WHITE DEER.
 FL0973'5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 FL0973'WHITE DEER, CARSON COUNTY, 1.4 MILES SOUTH ALONG A GRADED ROAD.  AT A
 FL0973'ROAD INTERSECTION, 42.6 FEET WEST OF THE CENTERLINE OF THE
 FL0973'NORTH-AND-SOUTH ROAD, 40.7 FET NORTH OF THE CENTERLINE OF THE
 FL0973'EAST-AND-WEST ROAD, AND 4.8 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 FL0973'STANDARD DISK, STAMPED T 545 1935 AND SET IN THE TOP OF A CONCRETE
 FL0973'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0655 ***********************************************************************
 FL0655  DESIGNATION -  T 547
 FL0655  PID         -  FL0655
 FL0655  STATE/COUNTY-  TX/GRAY
 FL0655  USGS QUAD   -  HOOVER (1967)
 FL0655
 FL0655                         *CURRENT SURVEY CONTROL
 FL0655  ___________________________________________________________________
 FL0655* NAD 83(1986)-  35 32 54.     (N)    100 47 46.     (W)     SCALED    
 FL0655* NAVD 88     -       960.903  (meters)    3152.56   (feet)  ADJUSTED  
 FL0655  ___________________________________________________________________
 FL0655  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL0655  DYNAMIC HT  -         959.850 (meters)    3149.11  (feet)  COMP
 FL0655  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 FL0655
 FL0655  VERT ORDER  -  SECOND    CLASS 0
 FL0655
 FL0655.The horizontal coordinates were scaled from a topographic map and have
 FL0655.an estimated accuracy of +/- 6 seconds.
 FL0655
 FL0655.The orthometric height was determined by differential leveling
 FL0655.and adjusted by the National Geodetic Survey in June 1991..
 FL0655
 FL0655.The geoid height was determined by GEOID03.
 FL0655
 FL0655.The dynamic height is computed by dividing the NAVD 88
 FL0655.geopotential number by the normal gravity value computed on the
 FL0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0655.degrees latitude (g = 980.6199 gals.).
 FL0655
 FL0655.The modeled gravity was interpolated from observed gravity values.
 FL0655
 FL0655;                    North         East    Units  Estimated Accuracy
 FL0655;SPC TX N     - 1,171,990.      263,820.      MT  (+/- 180 meters Scaled)
 FL0655
 FL0655                          SUPERSEDED SURVEY CONTROL
 FL0655
 FL0655  NGVD 29 (??/??/92)  960.502  (m)         3151.25   (f) ADJ UNCH    2 0
 FL0655
 FL0655.Superseded values are not recommended for survey control.
 FL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0655.See file dsdata.txt to determine how the superseded data were derived.
 FL0655
 FL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE371353(NAD 83)
 FL0655_MARKER: DB = BENCH MARK DISK
 FL0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0655_STAMPING: T 547 1935
 FL0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0655+STABILITY: SURFACE MOTION
 FL0655
 FL0655  HISTORY     - Date     Condition        Report By
 FL0655  HISTORY     - 1935     MONUMENTED       CGS
 FL0655  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0655
 FL0655                          STATION DESCRIPTION
 FL0655
 FL0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0655'9.1 MI E FROM PAMPA.
 FL0655'9.1 MILES EAST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0655'S.F. RAILROAD BETWEEN PAMPA AND LAKETON, 0.7 MILE EAST OF GRAIN
 FL0655'ELEVATOR, 0.1 MILE EAST OF MILE POST NO. 9.  58.5 FEET SOUTH OF SOUTH
 FL0655'RAIL, AND 1.0 FEET SOUTH OF RIGHT OF WAY FENCE.  NOTE-- ROAD CONSTR.
 FL0655'IN AREA.
 FL0655
 FL0655                          STATION RECOVERY (1966)
 FL0655
 FL0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0097 ***********************************************************************
 FL0097  DESIGNATION -  T 548
 FL0097  PID         -  FL0097
 FL0097  STATE/COUNTY-  TX/WHEELER
 FL0097  USGS QUAD   -  MOBEETIE (1963)
 FL0097
 FL0097                         *CURRENT SURVEY CONTROL
 FL0097  ___________________________________________________________________
 FL0097* NAD 83(1986)-  35 31 03.     (N)    100 26 16.     (W)     SCALED    
 FL0097* NAVD 88     -       802.870  (meters)    2634.08   (feet)  ADJUSTED  
 FL0097  ___________________________________________________________________
 FL0097  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 FL0097  DYNAMIC HT  -         802.003 (meters)    2631.24  (feet)  COMP
 FL0097  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 FL0097
 FL0097  VERT ORDER  -  SECOND    CLASS 0
 FL0097
 FL0097.The horizontal coordinates were scaled from a topographic map and have
 FL0097.an estimated accuracy of +/- 6 seconds.
 FL0097
 FL0097.The orthometric height was determined by differential leveling
 FL0097.and adjusted by the National Geodetic Survey in June 1991..
 FL0097
 FL0097.The geoid height was determined by GEOID03.
 FL0097
 FL0097.The dynamic height is computed by dividing the NAVD 88
 FL0097.geopotential number by the normal gravity value computed on the
 FL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0097.degrees latitude (g = 980.6199 gals.).
 FL0097
 FL0097.The modeled gravity was interpolated from observed gravity values.
 FL0097
 FL0097;                    North         East    Units  Estimated Accuracy
 FL0097;SPC TX N     - 1,168,860.      296,340.      MT  (+/- 180 meters Scaled)
 FL0097
 FL0097                          SUPERSEDED SURVEY CONTROL
 FL0097
 FL0097  NGVD 29 (??/??/92)  802.534  (m)         2632.98   (f) ADJ UNCH    2 0
 FL0097
 FL0097.Superseded values are not recommended for survey control.
 FL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0097.See file dsdata.txt to determine how the superseded data were derived.
 FL0097
 FL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE696313(NAD 83)
 FL0097_MARKER: DB = BENCH MARK DISK
 FL0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0097_STAMPING: T 548 1935
 FL0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0097+STABILITY: SURFACE MOTION
 FL0097
 FL0097  HISTORY     - Date     Condition        Report By
 FL0097  HISTORY     - 1935     MONUMENTED       CGS
 FL0097  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0097
 FL0097                          STATION DESCRIPTION
 FL0097
 FL0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0097'2.0 MI SE FROM MOBEETIE.
 FL0097'TO REACH FROM MOBEETIE POST OFFICE GO 1.3 MILES SOUTH ALONG GRADED
 FL0097'ROAD, THENCE 0.7 MILE EAST ALONG STATE HIGHWAY NO. 152.  236.0 FEET
 FL0097'NORTHWEST OF NORTHWEST CORNER OF UNPAINTED FARM HOUSE, 80.4 FEET
 FL0097'NORTHWEST OF CENTER OF ROAD INTERSECTION, 53.0 FEET NORTH OF
 FL0097'CENTERLINE OF STATE HIGHWAY NO. 152, 50.4 FEET EAST OF CENTERLINE OF
 FL0097'NORTH-SOUTH ROAD, AND 1.2 FEET SOUTH OF RIGHT OF WAY FENCE.
 FL0097
 FL0097                          STATION RECOVERY (1963)
 FL0097
 FL0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0440 ***********************************************************************
 FL0440  DESIGNATION -  T 550
 FL0440  PID         -  FL0440
 FL0440  STATE/COUNTY-  TX/GRAY
 FL0440  USGS QUAD   -  DEEP LAKE (1968)
 FL0440
 FL0440                         *CURRENT SURVEY CONTROL
 FL0440  ___________________________________________________________________
 FL0440* NAD 83(1986)-  35 20 34.     (N)    100 53 05.     (W)     SCALED    
 FL0440* NAVD 88     -       951.230  (meters)    3120.83   (feet)  ADJUSTED  
 FL0440  ___________________________________________________________________
 FL0440  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FL0440  DYNAMIC HT  -         950.189 (meters)    3117.41  (feet)  COMP
 FL0440  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 FL0440
 FL0440  VERT ORDER  -  SECOND    CLASS 0
 FL0440
 FL0440.The horizontal coordinates were scaled from a topographic map and have
 FL0440.an estimated accuracy of +/- 6 seconds.
 FL0440
 FL0440.The orthometric height was determined by differential leveling
 FL0440.and adjusted by the National Geodetic Survey in June 1991..
 FL0440
 FL0440.The geoid height was determined by GEOID03.
 FL0440
 FL0440.The dynamic height is computed by dividing the NAVD 88
 FL0440.geopotential number by the normal gravity value computed on the
 FL0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0440.degrees latitude (g = 980.6199 gals.).
 FL0440
 FL0440.The modeled gravity was interpolated from observed gravity values.
 FL0440
 FL0440;                    North         East    Units  Estimated Accuracy
 FL0440;SPC TX N     - 1,149,140.      255,930.      MT  (+/- 180 meters Scaled)
 FL0440
 FL0440                          SUPERSEDED SURVEY CONTROL
 FL0440
 FL0440  NGVD 29 (??/??/92)  950.83   (m)         3119.5    (f) COMPUTED    2 0
 FL0440
 FL0440.Superseded values are not recommended for survey control.
 FL0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0440.See file dsdata.txt to determine how the superseded data were derived.
 FL0440
 FL0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE287126(NAD 83)
 FL0440_MARKER: DB = BENCH MARK DISK
 FL0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0440_STAMPING: T 550 1935
 FL0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0440+STABILITY: SURFACE MOTION
 FL0440
 FL0440  HISTORY     - Date     Condition        Report By
 FL0440  HISTORY     - 1935     MONUMENTED       CGS
 FL0440  HISTORY     - 1943     GOOD             NGS
 FL0440
 FL0440                          STATION DESCRIPTION
 FL0440
 FL0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0440'14.2 MI SW FROM LEFORS.
 FL0440'7.0 MILES SOUTH AND 7.2 MILES WEST ALONG GRADED ROADS FROM THE POST
 FL0440'OFFICE AT LEFORS, 0.2 MILE WEST OF A TEXACO OIL-WELL HOUSE, AT A LONG
 FL0440'HILL, 17.7 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 3.8 FEET
 FL0440'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 550 1935
 FL0440'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0944 ***********************************************************************
 FL0944  DESIGNATION -  T 551
 FL0944  PID         -  FL0944
 FL0944  STATE/COUNTY-  TX/GRAY
 FL0944  USGS QUAD   -  KINGSMILL (1966)
 FL0944
 FL0944                         *CURRENT SURVEY CONTROL
 FL0944  ___________________________________________________________________
 FL0944* NAD 83(1986)-  35 23 10.     (N)    101 00 52.     (W)     SCALED    
 FL0944* NAVD 88     -       994.349  (meters)    3262.29   (feet)  ADJUSTED  
 FL0944  ___________________________________________________________________
 FL0944  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL0944  DYNAMIC HT  -         993.242 (meters)    3258.66  (feet)  COMP
 FL0944  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 FL0944
 FL0944  VERT ORDER  -  SECOND    CLASS 0
 FL0944
 FL0944.The horizontal coordinates were scaled from a topographic map and have
 FL0944.an estimated accuracy of +/- 6 seconds.
 FL0944
 FL0944.The orthometric height was determined by differential leveling
 FL0944.and adjusted by the National Geodetic Survey in June 1991..
 FL0944
 FL0944.The geoid height was determined by GEOID03.
 FL0944
 FL0944.The dynamic height is computed by dividing the NAVD 88
 FL0944.geopotential number by the normal gravity value computed on the
 FL0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0944.degrees latitude (g = 980.6199 gals.).
 FL0944
 FL0944.The modeled gravity was interpolated from observed gravity values.
 FL0944
 FL0944;                    North         East    Units  Estimated Accuracy
 FL0944;SPC TX N     - 1,153,880.      244,110.      MT  (+/- 180 meters Scaled)
 FL0944
 FL0944                          SUPERSEDED SURVEY CONTROL
 FL0944
 FL0944  NGVD 29 (??/??/92)  993.925  (m)         3260.90   (f) ADJ UNCH    2 0
 FL0944
 FL0944.Superseded values are not recommended for survey control.
 FL0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0944.See file dsdata.txt to determine how the superseded data were derived.
 FL0944
 FL0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE170177(NAD 83)
 FL0944_MARKER: DB = BENCH MARK DISK
 FL0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0944_STAMPING: T 551 1935
 FL0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0944+STABILITY: SURFACE MOTION
 FL0944
 FL0944  HISTORY     - Date     Condition        Report By
 FL0944  HISTORY     - 1935     MONUMENTED       CGS
 FL0944  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0944
 FL0944                          STATION DESCRIPTION
 FL0944
 FL0944'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0944'0.3 MI E FROM KINGS MILL.
 FL0944'0.3 MILE EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT KINGS MILL,
 FL0944'GRAY COUNTY, 7.0 MILES SOUTH AND 2.5 MILES EAST ALONG OTHER GRADED
 FL0944'ROADS.  2.2 MILES WEST OF STATE HIGHWAY 18, 0.2 MILE WEST OF A ROAD
 FL0944'JUNCTION, 34.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 2.2 FEET
 FL0944'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 551 1935
 FL0944'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY COVERED OR
 FL0944'DESTROYED BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0423 ***********************************************************************
 FL0423  DESIGNATION -  T 553
 FL0423  PID         -  FL0423
 FL0423  STATE/COUNTY-  TX/GRAY
 FL0423  USGS QUAD   -  LEFORS (1967)
 FL0423
 FL0423                         *CURRENT SURVEY CONTROL
 FL0423  ___________________________________________________________________
 FL0423* NAD 83(1986)-  35 25 11.     (N)    100 47 55.     (W)     SCALED    
 FL0423* NAVD 88     -       844.396  (meters)    2770.32   (feet)  ADJUSTED  
 FL0423  ___________________________________________________________________
 FL0423  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL0423  DYNAMIC HT  -         843.489 (meters)    2767.35  (feet)  COMP
 FL0423  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 FL0423
 FL0423  VERT ORDER  -  SECOND    CLASS 0
 FL0423
 FL0423.The horizontal coordinates were scaled from a topographic map and have
 FL0423.an estimated accuracy of +/- 6 seconds.
 FL0423
 FL0423.The orthometric height was determined by differential leveling
 FL0423.and adjusted by the National Geodetic Survey in June 1991..
 FL0423
 FL0423.The geoid height was determined by GEOID03.
 FL0423
 FL0423.The dynamic height is computed by dividing the NAVD 88
 FL0423.geopotential number by the normal gravity value computed on the
 FL0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0423.degrees latitude (g = 980.6199 gals.).
 FL0423
 FL0423.The modeled gravity was interpolated from observed gravity values.
 FL0423
 FL0423;                    North         East    Units  Estimated Accuracy
 FL0423;SPC TX N     - 1,157,730.      263,690.      MT  (+/- 180 meters Scaled)
 FL0423
 FL0423                          SUPERSEDED SURVEY CONTROL
 FL0423
 FL0423  NGVD 29 (??/??/92)  844.032  (m)         2769.13   (f) ADJ UNCH    2 0
 FL0423
 FL0423.Superseded values are not recommended for survey control.
 FL0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0423.See file dsdata.txt to determine how the superseded data were derived.
 FL0423
 FL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE367210(NAD 83)
 FL0423_MARKER: DB = BENCH MARK DISK
 FL0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0423_STAMPING: T 553 1935
 FL0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0423+STABILITY: SURFACE MOTION
 FL0423
 FL0423  HISTORY     - Date     Condition        Report By
 FL0423  HISTORY     - 1935     MONUMENTED       CGS
 FL0423  HISTORY     - 1968     MARK NOT FOUND   USGS
 FL0423
 FL0423                          STATION DESCRIPTION
 FL0423
 FL0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0423'1.2 MI S FROM LEFORS.
 FL0423'1.2 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS,
 FL0423'300 FEET WEST OF RED RIVER, 38.5 FEET WEST OF THE CENTERLINE OF THE
 FL0423'ROAD, 28.6 FEET WEST OF THE WEST END OF AN AUTOMOBILE GATE, AND 1.6
 FL0423'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 553
 FL0423'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0423
 FL0423                          STATION RECOVERY (1968)
 FL0423
 FL0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FL0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0886 ***********************************************************************
 BL0886  DESIGNATION -  T 555
 BL0886  PID         -  BL0886
 BL0886  STATE/COUNTY-  TX/POLK
 BL0886  USGS QUAD   -  ONALASKA (1972)
 BL0886
 BL0886                         *CURRENT SURVEY CONTROL
 BL0886  ___________________________________________________________________
 BL0886* NAD 83(1986)-  30 46 04.     (N)    095 05 03.     (W)     SCALED    
 BL0886* NAVD 88     -        32.80   (+/-2cm)     107.6    (feet)  VERTCON   
 BL0886  ___________________________________________________________________
 BL0886  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL0886
 BL0886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0886
 BL0886.The horizontal coordinates were scaled from a topographic map and have
 BL0886.an estimated accuracy of +/- 6 seconds.
 BL0886
 BL0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0886.The vertical order pertains to the NGVD 29 superseded value.
 BL0886
 BL0886.The geoid height was determined by GEOID03.
 BL0886
 BL0886;                    North         East    Units  Estimated Accuracy
 BL0886;SPC TX C     - 3,133,920.    1,202,290.      MT  (+/- 180 meters Scaled)
 BL0886
 BL0886                          SUPERSEDED SURVEY CONTROL
 BL0886
 BL0886  NGVD 29 (??/??/92)   32.821  (m)          107.68   (f) ADJ UNCH    2 0
 BL0886
 BL0886.Superseded values are not recommended for survey control.
 BL0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0886.See file dsdata.txt to determine how the superseded data were derived.
 BL0886
 BL0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ005057(NAD 83)
 BL0886_MARKER: DB = BENCH MARK DISK
 BL0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0886_STAMPING: T 555 1947
 BL0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0886+STABILITY: SURFACE MOTION
 BL0886
 BL0886  HISTORY     - Date     Condition        Report By
 BL0886  HISTORY     - 1947     MONUMENTED       CGS
 BL0886
 BL0886                          STATION DESCRIPTION
 BL0886
 BL0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0886'3.0 MI NW FROM BLANCHARD.
 BL0886'3.0 MILES NORTHWEST ALONG THE WACO, BEAUMONT, TRINITY AND SABINE
 BL0886'RAILROAD FROM THE POST OFFICE AT BLANCHARD, 1.0 MILE SOUTHEAST OF THE
 BL0886'STEEL BRIDGE AT KICKAPOO, 120.0 FEET NORTHEAST OF AND 6.0 FEET LOWER
 BL0886'THAN THE NORTHEAST RAIL, 29.0 FEET WEST OF THE CENTER LINE OF A FIELD
 BL0886'ROAD, 17.4 FEET SOUTH OF A FORKED 6 INCH PECAN TREE, 2.0 FEET SOUTH OF
 BL0886'A WITNESS POST, ABOUT LEVEL WITH THE FIELD ROAD, SET IN THE TOP OF A
 BL0886'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1648 ***********************************************************************
 BY1648  DESIGNATION -  T 557
 BY1648  PID         -  BY1648
 BY1648  STATE/COUNTY-  TX/TRINITY
 BY1648  USGS QUAD   -  GROVETON WEST (1963)
 BY1648
 BY1648                         *CURRENT SURVEY CONTROL
 BY1648  ___________________________________________________________________
 BY1648* NAD 83(1986)-  31 02 57.     (N)    095 08 28.     (W)     SCALED    
 BY1648* NAVD 88     -        99.97   (+/-2cm)     328.0    (feet)  VERTCON   
 BY1648  ___________________________________________________________________
 BY1648  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1648
 BY1648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1648
 BY1648.The horizontal coordinates were scaled from a topographic map and have
 BY1648.an estimated accuracy of +/- 6 seconds.
 BY1648
 BY1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1648.The vertical order pertains to the NGVD 29 superseded value.
 BY1648
 BY1648.The geoid height was determined by GEOID03.
 BY1648
 BY1648;                    North         East    Units  Estimated Accuracy
 BY1648;SPC TX C     - 3,164,820.    1,195,390.      MT  (+/- 180 meters Scaled)
 BY1648
 BY1648                          SUPERSEDED SURVEY CONTROL
 BY1648
 BY1648  NGVD 29 (??/??/92)   99.982  (m)          328.02   (f) ADJ UNCH    2 0
 BY1648
 BY1648.Superseded values are not recommended for survey control.
 BY1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1648.See file dsdata.txt to determine how the superseded data were derived.
 BY1648
 BY1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ956370(NAD 83)
 BY1648_MARKER: DB = BENCH MARK DISK
 BY1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1648_STAMPING: T 557 1948
 BY1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1648+STABILITY: SURFACE MOTION
 BY1648
 BY1648  HISTORY     - Date     Condition        Report By
 BY1648  HISTORY     - 1948     MONUMENTED       CGS
 BY1648  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1648
 BY1648                          STATION DESCRIPTION
 BY1648
 BY1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1648'1.1 MI SE FROM GROVETON.
 BY1648'1 BLOCK SOUTH ALONG MAIN STREET FROM THE COURTHOUSE AT GROVETON,
 BY1648'THENCE 0.3 MILE WEST ALONG A DIRT STREET, THENCE 0.8 MILE SOUTHWEST
 BY1648'ALONG A GRADED DIRT ROAD, 150.0 FEET SOUTHEAST OF AND 8.0 FEET HIGHER
 BY1648'THAN THE CENTER LINE OF THE ROAD, 118.0 FEET EAST OF THE CENTER LINE
 BY1648'OF A ROAD LEADING SOUTH, 47.9 FEET WEST OF THE SOUTH CORNER OF A
 BY1648'CHURCH, MIDWAY BETWEEN AN 18-INCH OAK TREE AND A 14-INCH OAK TREE, SET
 BY1648'IN THE TOP OF A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY1648
 BY1648                          STATION RECOVERY (1996)
 BY1648
 BY1648'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0787 ***********************************************************************
 BY0787  DESIGNATION -  T 558
 BY0787  PID         -  BY0787
 BY0787  STATE/COUNTY-  TX/TRINITY
 BY0787  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0787
 BY0787                         *CURRENT SURVEY CONTROL
 BY0787  ___________________________________________________________________
 BY0787* NAD 83(1986)-  31 08 13.     (N)    094 54 52.     (W)     SCALED    
 BY0787* NAVD 88     -        69.47   (+/-2cm)     227.9    (feet)  VERTCON   
 BY0787  ___________________________________________________________________
 BY0787  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY0787
 BY0787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0787
 BY0787.The horizontal coordinates were scaled from a topographic map and have
 BY0787.an estimated accuracy of +/- 6 seconds.
 BY0787
 BY0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0787.The vertical order pertains to the NGVD 29 superseded value.
 BY0787
 BY0787.The geoid height was determined by GEOID03.
 BY0787
 BY0787;                    North         East    Units  Estimated Accuracy
 BY0787;SPC TX C     - 3,175,570.    1,216,520.      MT  (+/- 180 meters Scaled)
 BY0787
 BY0787                          SUPERSEDED SURVEY CONTROL
 BY0787
 BY0787  NGVD 29 (??/??/92)   69.500  (m)          228.02   (f) ADJ UNCH    2 0
 BY0787
 BY0787.Superseded values are not recommended for survey control.
 BY0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0787.See file dsdata.txt to determine how the superseded data were derived.
 BY0787
 BY0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ174463(NAD 83)
 BY0787_MARKER: DB = BENCH MARK DISK
 BY0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0787_STAMPING: T 558 1948
 BY0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0787+STABILITY: SURFACE MOTION
 BY0787
 BY0787  HISTORY     - Date     Condition        Report By
 BY0787  HISTORY     - 1948     MONUMENTED       CGS
 BY0787
 BY0787                          STATION DESCRIPTION
 BY0787
 BY0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0787'14.75 MI SE FROM CORRIGAN.
 BY0787'3.8 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BY0787'RAILWAY STATION AT CORRIGAN, THENCE 2.75 MILES NORTH ALONG A GRADED
 BY0787'DIRT ROAD (OLD U. S. HIGHWAY 59), THENCE 3.85 MILES NORTHWEST ALONG A
 BY0787'GRADED DIRT ROAD, THENCE 1.75 MILES NORTHWEST ALONG A TRAIL, THENCE
 BY0787'2.6 MILES WEST ALONG NATIONAL FOREST HIGHWAY NUMBER 7, 1.0 MILE
 BY0787'NORTHEAST OF BENCH MARK S 558, ON TOP OF A RISE, 42.0 FEET NORTHWEST
 BY0787'OF THE CENTER LINE OF THE HIGHWAY, 18.0 FEET SOUTHWEST OF A 14-INCH
 BY0787'PINE TREE WITH A TRIANGULAR BLAZE, 15.5 FEET NORTHEAST OF A 14-INCH
 BY0787'PINE TREE WITH A TRIANGULAR BLAZE, 1.8 FEET NORTHEAST OF A REFERENCE
 BY0787'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY0787'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0773 ***********************************************************************
 BY0773  DESIGNATION -  T 559
 BY0773  PID         -  BY0773
 BY0773  STATE/COUNTY-  TX/ANGELINA
 BY0773  USGS QUAD   -  DIBOLL (1980)
 BY0773
 BY0773                         *CURRENT SURVEY CONTROL
 BY0773  ___________________________________________________________________
 BY0773* NAD 83(1986)-  31 13 56.     (N)    094 50 41.     (W)     SCALED    
 BY0773* NAVD 88     -        50.52   (+/-2cm)     165.7    (feet)  VERTCON   
 BY0773  ___________________________________________________________________
 BY0773  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BY0773
 BY0773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0773
 BY0773.The horizontal coordinates were scaled from a topographic map and have
 BY0773.an estimated accuracy of +/- 6 seconds.
 BY0773
 BY0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0773.The vertical order pertains to the NGVD 29 superseded value.
 BY0773
 BY0773.The geoid height was determined by GEOID03.
 BY0773
 BY0773;                    North         East    Units  Estimated Accuracy
 BY0773;SPC TX C     - 3,186,450.    1,222,640.      MT  (+/- 180 meters Scaled)
 BY0773
 BY0773                          SUPERSEDED SURVEY CONTROL
 BY0773
 BY0773  NGVD 29 (??/??/92)   50.563  (m)          165.89   (f) ADJ UNCH    2 0
 BY0773
 BY0773.Superseded values are not recommended for survey control.
 BY0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0773.See file dsdata.txt to determine how the superseded data were derived.
 BY0773
 BY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ243568(NAD 83)
 BY0773_MARKER: DB = BENCH MARK DISK
 BY0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0773_STAMPING: T 559 1948
 BY0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0773+STABILITY: SURFACE MOTION
 BY0773
 BY0773  HISTORY     - Date     Condition        Report By
 BY0773  HISTORY     - 1948     MONUMENTED       CGS
 BY0773
 BY0773                          STATION DESCRIPTION
 BY0773
 BY0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0773'5.0 MI NW FROM DIBOLL.
 BY0773'5.0 MILES NORTHWEST ALONG THE TEXAS AND SOUTHEASTERN RAILWAY FROM THE
 BY0773'STATION AT DIBOLL, 138.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BY0773'12-FOOT RAILWAY BRIDGE, 65.7 FEET SOUTHWEST OF AND 10.0 FEET LOWER
 BY0773'THAN THE SOUTHWEST RAIL OF THE TRACK, 49.1 FEET SOUTHEAST OF A 22-INCH
 BY0773'SWEETGUM TREE, 2.2 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP
 BY0773'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0204 ***********************************************************************
 BL0204  DESIGNATION -  T 56
 BL0204  PID         -  BL0204
 BL0204  STATE/COUNTY-  TX/JEFFERSON
 BL0204  USGS QUAD   -  CHINA (1985)
 BL0204
 BL0204                         *CURRENT SURVEY CONTROL
 BL0204  ___________________________________________________________________
 BL0204* NAD 83(1986)-  30 03 12.     (N)    094 17 40.     (W)     SCALED    
 BL0204* NAVD 88     -         8.53   (+/-2cm)      28.0    (feet)  VERTCON   
 BL0204  ___________________________________________________________________
 BL0204  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0204
 BL0204  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0204
 BL0204.The horizontal coordinates were scaled from a topographic map and have
 BL0204.an estimated accuracy of +/- 6 seconds.
 BL0204
 BL0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0204.The vertical order pertains to the NGVD 29 superseded value.
 BL0204
 BL0204.The geoid height was determined by GEOID03.
 BL0204
 BL0204;                    North         East    Units  Estimated Accuracy
 BL0204;SPC TXSC     - 4,255,170.    1,053,630.      MT  (+/- 180 meters Scaled)
 BL0204
 BL0204                          SUPERSEDED SURVEY CONTROL
 BL0204
 BL0204  NGVD 29 (??/??/92)    8.541  (m)           28.02   (f) ADJ UNCH    1 2
 BL0204
 BL0204.Superseded values are not recommended for survey control.
 BL0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0204.See file dsdata.txt to determine how the superseded data were derived.
 BL0204
 BL0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP752254(NAD 83)
 BL0204_MARKER: DB = BENCH MARK DISK
 BL0204_SETTING: 0 = UNSPECIFIED SETTING
 BL0204_STAMPING: T 56 1918 ELEV 28.038 FT
 BL0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0204
 BL0204  HISTORY     - Date     Condition        Report By
 BL0204  HISTORY     - 1918     MONUMENTED       CGS
 BL0204  HISTORY     - 1955     GOOD             NGS
 BL0204  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0204  HISTORY     - 19900412 MARK NOT FOUND   USPSQD
 BL0204  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 BL0204  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 BL0204  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0204  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0204  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 BL0204
 BL0204                          STATION DESCRIPTION
 BL0204
 BL0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BL0204'2.5 MI E FROM CHINA.
 BL0204'2.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM CHINA,
 BL0204'JEFFERSON COUNTY, 12 POLES WEST OF MILEPOST 290, AT A ROAD CROSSING,
 BL0204'15 FEET WEST OF THE ROAD, AND 33 FEET SOUTH OF THE TRACK.  NOTE-- IT
 BL0204'MAY HAVE BEEN DESTROYED WHEN THE ROAD WAS WIDENED.
 BL0204
 BL0204                          STATION RECOVERY (1972)
 BL0204
 BL0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0204'MARK NOT FOUND.
 BL0204
 BL0204                          STATION RECOVERY (1990)
 BL0204
 BL0204'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0204'MARK NOT FOUND.
 BL0204
 BL0204                          STATION RECOVERY (1994)
 BL0204
 BL0204'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0204'MARK NOT FOUND.
 BL0204
 BL0204                          STATION RECOVERY (1999)
 BL0204
 BL0204'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0204'MARK NOT FOUND.
 BL0204
 BL0204                          STATION RECOVERY (2001)
 BL0204
 BL0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0204'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0204
 BL0204                          STATION RECOVERY (2001)
 BL0204
 BL0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0204'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0204
 BL0204                          STATION RECOVERY (2003)
 BL0204
 BL0204'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1656 ***********************************************************************
 BY1656  DESIGNATION -  T 560
 BY1656  PID         -  BY1656
 BY1656  STATE/COUNTY-  TX/TRINITY
 BY1656  USGS QUAD   -  GROVETON WEST (1963)
 BY1656
 BY1656                         *CURRENT SURVEY CONTROL
 BY1656  ___________________________________________________________________
 BY1656* NAD 83(1986)-  31 04 28.     (N)    095 10 35.     (W)     SCALED    
 BY1656* NAVD 88     -        99.62   (+/-2cm)     326.8    (feet)  VERTCON   
 BY1656  ___________________________________________________________________
 BY1656  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BY1656
 BY1656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1656
 BY1656.The horizontal coordinates were scaled from a topographic map and have
 BY1656.an estimated accuracy of +/- 6 seconds.
 BY1656
 BY1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1656.The vertical order pertains to the NGVD 29 superseded value.
 BY1656
 BY1656.The geoid height was determined by GEOID03.
 BY1656
 BY1656;                    North         East    Units  Estimated Accuracy
 BY1656;SPC TX C     - 3,167,460.    1,191,890.      MT  (+/- 180 meters Scaled)
 BY1656
 BY1656                          SUPERSEDED SURVEY CONTROL
 BY1656
 BY1656  NGVD 29 (??/??/92)   99.628  (m)          326.86   (f) ADJ UNCH    2 0
 BY1656
 BY1656.Superseded values are not recommended for survey control.
 BY1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1656.See file dsdata.txt to determine how the superseded data were derived.
 BY1656
 BY1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ923398(NAD 83)
 BY1656_MARKER: DB = BENCH MARK DISK
 BY1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1656_STAMPING: T 560 1948
 BY1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1656+STABILITY: SURFACE MOTION
 BY1656
 BY1656  HISTORY     - Date     Condition        Report By
 BY1656  HISTORY     - 1948     MONUMENTED       CGS
 BY1656  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1656
 BY1656                          STATION DESCRIPTION
 BY1656
 BY1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1656'3.3 MI W FROM GROVETON.
 BY1656'3.3 MILES WEST ALONG STATE HIGHWAY 94 FROM THE COURTHOUSE AT GROVETON,
 BY1656'ON TOP OF A RISE, 299.0 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 BY1656'SOUTHEAST HEADWALL OF A SMALL CONCRETE CULVERT, 182.0 FEET EAST
 BY1656'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER POLE (NUMBER 56645).
 BY1656'48.7 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15.9 FEET EAST
 BY1656'OF A 9-INCH OAK TREE, 1.7 FEET WEST OF A REFERENCE POST, SET IN THE
 BY1656'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. NOTE--
 BY1656'THIS MARK IS 0.8 MILE NORTHEAST OF THE HARROTT GROCERY STORE AT
 BY1656'WESTVILLE.
 BY1656
 BY1656                          STATION RECOVERY (1996)
 BY1656
 BY1656'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1009 ***********************************************************************
 FL1009  DESIGNATION -  T 561
 FL1009  PID         -  FL1009
 FL1009  STATE/COUNTY-  TX/ARMSTRONG
 FL1009  USGS QUAD   -  CLAUDE SW (1983)
 FL1009
 FL1009                         *CURRENT SURVEY CONTROL
 FL1009  ___________________________________________________________________
 FL1009* NAD 83(1986)-  35 06 15.     (N)    101 24 58.     (W)     SCALED    
 FL1009* NAVD 88     -      1039.923  (meters)    3411.81   (feet)  ADJUSTED  
 FL1009  ___________________________________________________________________
 FL1009  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1009  DYNAMIC HT  -        1038.690 (meters)    3407.77  (feet)  COMP
 FL1009  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 FL1009
 FL1009  VERT ORDER  -  SECOND    CLASS 0
 FL1009
 FL1009.The horizontal coordinates were scaled from a topographic map and have
 FL1009.an estimated accuracy of +/- 6 seconds.
 FL1009
 FL1009.The orthometric height was determined by differential leveling
 FL1009.and adjusted by the National Geodetic Survey in June 1991..
 FL1009
 FL1009.The geoid height was determined by GEOID03.
 FL1009
 FL1009.The dynamic height is computed by dividing the NAVD 88
 FL1009.geopotential number by the normal gravity value computed on the
 FL1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1009.degrees latitude (g = 980.6199 gals.).
 FL1009
 FL1009.The modeled gravity was interpolated from observed gravity values.
 FL1009
 FL1009;                    North         East    Units  Estimated Accuracy
 FL1009;SPC TX N     - 1,122,500.      207,650.      MT  (+/- 180 meters Scaled)
 FL1009
 FL1009                          SUPERSEDED SURVEY CONTROL
 FL1009
 FL1009  NGVD 29 (??/??/92) 1039.442  (m)         3410.24   (f) ADJ UNCH    2 0
 FL1009
 FL1009.Superseded values are not recommended for survey control.
 FL1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1009.See file dsdata.txt to determine how the superseded data were derived.
 FL1009
 FL1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD797872(NAD 83)
 FL1009_MARKER: DB = BENCH MARK DISK
 FL1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1009_STAMPING: T 561 1935
 FL1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1009+STABILITY: SURFACE MOTION
 FL1009
 FL1009  HISTORY     - Date     Condition        Report By
 FL1009  HISTORY     - 1935     MONUMENTED       CGS
 FL1009  HISTORY     - 1943     GOOD             NGS
 FL1009  HISTORY     - 1980     GOOD             USGS
 FL1009
 FL1009                          STATION DESCRIPTION
 FL1009
 FL1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1009'3.5 MI W FROM CLAUDE.
 FL1009'0.4 MILE SOUTH ALONG A CITY STREET FROM THE COURTHOUSE AT CLAUDE,
 FL1009'ARMSTRONG COUNTY, THENCE 3.1 MILES WEST ALONG A GRADED SECTION-LINE
 FL1009'ROAD.  0.2 MILE WEST OF A LANE LEADING TO THE E.M. FINNELY RANCH
 FL1009'HOUSE, 51 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16 FEET SOUTH OF A
 FL1009'T-FENCE CORNER, AND 1.4 FEET WEST OF THE NORTH-AND-SOUTH FENCE.  A
 FL1009'STANDARD DISK, STAMPED T 561 1935 AND SET IN THE TOP OF A CONCRETE
 FL1009'POST.
 FL1009
 FL1009                          STATION RECOVERY (1980)
 FL1009
 FL1009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL1009'FROM THE COURTHOUSE IN CLAUDE; SOUTH 0.4 MILES ALONG STREET ON THE
 FL1009'WEST SIDE OF COURTHOUSE (FM 1151) TO JCT WITH STATE HWY 207. THENCE
 FL1009'CROSS HWY 207 AND GO WEST ON FM 1151 A DISTANCE OF 3.0 MILES TO
 FL1009'SECTION LINE FENCES NORTH AND SOUTH INTERSECTION HWY AND LOCATION OF
 FL1009'BM. THIS POINT IS ABOUT 0.35 MILES WEST OF A DRAIN X-ING; AND ABOUT
 FL1009'0.35 MILES EAST OF A DRAIN X-ING ON A LOW HILL BETWEEN DRAINS. BM IS
 FL1009'JUST NORTH OF A T-FENCE S; AND 51 FT. SOUTH OF THE CENTERLINE OF THE
 FL1009'HWY. A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST AND STAMPED
 FL1009'"T 561 1935".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0461 ***********************************************************************
 EN0461  DESIGNATION -  T 562
 EN0461  PID         -  EN0461
 EN0461  STATE/COUNTY-  TX/RANDALL
 EN0461  USGS QUAD   -  NANCE RANCH (1984)
 EN0461
 EN0461                         *CURRENT SURVEY CONTROL
 EN0461  ___________________________________________________________________
 EN0461* NAD 83(1986)-  34 59 09.     (N)    101 46 07.     (W)     SCALED    
 EN0461* NAVD 88     -      1090.053  (meters)    3576.28   (feet)  ADJUSTED  
 EN0461  ___________________________________________________________________
 EN0461  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EN0461  DYNAMIC HT  -        1088.737 (meters)    3571.96  (feet)  COMP
 EN0461  MODELED GRAV-     979,389.6   (mgal)                       NAVD 88
 EN0461
 EN0461  VERT ORDER  -  SECOND    CLASS 0
 EN0461
 EN0461.The horizontal coordinates were scaled from a topographic map and have
 EN0461.an estimated accuracy of +/- 6 seconds.
 EN0461
 EN0461.The orthometric height was determined by differential leveling
 EN0461.and adjusted by the National Geodetic Survey in June 1991..
 EN0461
 EN0461.The geoid height was determined by GEOID03.
 EN0461
 EN0461.The dynamic height is computed by dividing the NAVD 88
 EN0461.geopotential number by the normal gravity value computed on the
 EN0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0461.degrees latitude (g = 980.6199 gals.).
 EN0461
 EN0461.The modeled gravity was interpolated from observed gravity values.
 EN0461
 EN0461;                    North         East    Units  Estimated Accuracy
 EN0461;SPC TX N     - 1,109,400.      175,480.      MT  (+/- 180 meters Scaled)
 EN0461
 EN0461                          SUPERSEDED SURVEY CONTROL
 EN0461
 EN0461  NGVD 29 (??/??/92) 1089.579  (m)         3574.73   (f) ADJ UNCH    2 0
 EN0461
 EN0461.Superseded values are not recommended for survey control.
 EN0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0461.See file dsdata.txt to determine how the superseded data were derived.
 EN0461
 EN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD472749(NAD 83)
 EN0461_MARKER: DB = BENCH MARK DISK
 EN0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0461_STAMPING: T 562 1935
 EN0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0461+STABILITY: SURFACE MOTION
 EN0461
 EN0461  HISTORY     - Date     Condition        Report By
 EN0461  HISTORY     - 1935     MONUMENTED       CGS
 EN0461  HISTORY     - 1943     GOOD             NGS
 EN0461
 EN0461                          STATION DESCRIPTION
 EN0461
 EN0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0461'9 MI E FROM CANYON.
 EN0461'9.0 MILES EAST ALONG PALO DURO DRIVE (STATE HIGHWAY 217) FROM THE
 EN0461'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, ON THE WEST SLOPE OF A
 EN0461'HILL TOPPED BY A WINDMILL AND A WATER TANK, ABOUT 240 FEET SOUTHWEST
 EN0461'OF THE WINDMILL, 67 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 17
 EN0461'FEET NORTH OF A FENCE CORNER, AND 2.3 FEET EAST OF THE NORTH-AND-SOUTH
 EN0461'FENCE.  A STANDARD DISK, STAMPED T 562 1935 AND SET IN THE TOP OF A
 EN0461'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1179 ***********************************************************************
 AY1179  DESIGNATION -  T 564
 AY1179  PID         -  AY1179
 AY1179  STATE/COUNTY-  TX/BANDERA
 AY1179  USGS QUAD   -  TARPLEY (1964)
 AY1179
 AY1179                         *CURRENT SURVEY CONTROL
 AY1179  ___________________________________________________________________
 AY1179* NAD 83(1986)-  29 40 14.     (N)    099 20 35.     (W)     SCALED    
 AY1179* NAVD 88     -       456.570  (meters)    1497.93   (feet)  ADJUSTED  
 AY1179  ___________________________________________________________________
 AY1179  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AY1179  DYNAMIC HT  -         455.898 (meters)    1495.73  (feet)  COMP
 AY1179  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 AY1179
 AY1179  VERT ORDER  -  SECOND    CLASS 0
 AY1179
 AY1179.The horizontal coordinates were scaled from a topographic map and have
 AY1179.an estimated accuracy of +/- 6 seconds.
 AY1179
 AY1179.The orthometric height was determined by differential leveling
 AY1179.and adjusted by the National Geodetic Survey in June 1991..
 AY1179
 AY1179.The geoid height was determined by GEOID03.
 AY1179
 AY1179.The dynamic height is computed by dividing the NAVD 88
 AY1179.geopotential number by the normal gravity value computed on the
 AY1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1179.degrees latitude (g = 980.6199 gals.).
 AY1179
 AY1179.The modeled gravity was interpolated from observed gravity values.
 AY1179
 AY1179;                    North         East    Units  Estimated Accuracy
 AY1179;SPC TXSC     - 4,203,660.      566,800.      MT  (+/- 180 meters Scaled)
 AY1179
 AY1179                          SUPERSEDED SURVEY CONTROL
 AY1179
 AY1179  NGVD 29 (??/??/92)  456.435  (m)         1497.49   (f) ADJ UNCH    2 0
 AY1179
 AY1179.Superseded values are not recommended for survey control.
 AY1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1179.See file dsdata.txt to determine how the superseded data were derived.
 AY1179
 AY1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT668823(NAD 83)
 AY1179_MARKER: DB = BENCH MARK DISK
 AY1179_SETTING: 66 = SET IN ROCK OUTCROP
 AY1179_SP_SET: ROCK LEDGE
 AY1179_STAMPING: T 564 1953
 AY1179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1179+STABILITY: POSITION/ELEVATION WELL
 AY1179
 AY1179  HISTORY     - Date     Condition        Report By
 AY1179  HISTORY     - 1953     MONUMENTED       CGS
 AY1179  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1179
 AY1179                          STATION DESCRIPTION
 AY1179
 AY1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1179'4.75 MI SW FROM TARPLEY.
 AY1179'4.75 MILES SOUTHWEST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1179'TARPLEY, ON THE WEST EDGE OF A DRY WASH, 198.5 FEET NORTHWEST OF THE
 AY1179'CENTER LINE OF THE FARM ROAD, 77 FEET NORTH OF THE CENTER LINE OF AN
 AY1179'OLD ROAD, 160.5 FEET NORTHWEST OF A FENCE, 160.5 FEET NORTHWEST OF A
 AY1179'WITNESS POST, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF A FLAT ROCK
 AY1179'LEDGE.
 AY1179
 AY1179                          STATION RECOVERY (1993)
 AY1179
 AY1179'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0071 ***********************************************************************
 EO0071  DESIGNATION -  T 566
 EO0071  PID         -  EO0071
 EO0071  STATE/COUNTY-  TX/RANDALL
 EO0071  USGS QUAD   -  UMBARGER (1984)
 EO0071
 EO0071                         *CURRENT SURVEY CONTROL
 EO0071  ___________________________________________________________________
 EO0071* NAD 83(1986)-  34 54 26.     (N)    102 06 52.     (W)     SCALED    
 EO0071* NAVD 88     -      1104.831  (meters)    3624.77   (feet)  ADJUSTED  
 EO0071  ___________________________________________________________________
 EO0071  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 EO0071  DYNAMIC HT  -        1103.469 (meters)    3620.30  (feet)  COMP
 EO0071  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 EO0071
 EO0071  VERT ORDER  -  SECOND    CLASS 0
 EO0071
 EO0071.The horizontal coordinates were scaled from a topographic map and have
 EO0071.an estimated accuracy of +/- 6 seconds.
 EO0071
 EO0071.The orthometric height was determined by differential leveling
 EO0071.and adjusted by the National Geodetic Survey in June 1991..
 EO0071
 EO0071.The geoid height was determined by GEOID03.
 EO0071
 EO0071.The dynamic height is computed by dividing the NAVD 88
 EO0071.geopotential number by the normal gravity value computed on the
 EO0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0071.degrees latitude (g = 980.6199 gals.).
 EO0071
 EO0071.The modeled gravity was interpolated from observed gravity values.
 EO0071
 EO0071;                    North         East    Units  Estimated Accuracy
 EO0071;SPC TX N     - 1,100,820.      143,850.      MT  (+/- 180 meters Scaled)
 EO0071
 EO0071                          SUPERSEDED SURVEY CONTROL
 EO0071
 EO0071  NGVD 29 (??/??/92) 1104.313  (m)         3623.07   (f) ADJ UNCH    2 0
 EO0071
 EO0071.Superseded values are not recommended for survey control.
 EO0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0071.See file dsdata.txt to determine how the superseded data were derived.
 EO0071
 EO0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU636665(NAD 83)
 EO0071_MARKER: DB = BENCH MARK DISK
 EO0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0071_STAMPING: T 566 1935
 EO0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0071+STABILITY: SURFACE MOTION
 EO0071
 EO0071  HISTORY     - Date     Condition        Report By
 EO0071  HISTORY     - 1935     MONUMENTED       CGS
 EO0071  HISTORY     - 1961     MARK NOT FOUND   USGS
 EO0071
 EO0071                          STATION DESCRIPTION
 EO0071
 EO0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0071'3.65 MI SW FROM UMBARGER.
 EO0071'ALONG GRADED ROAD BETWEEN UMBARGER AND HAPP.  TO REACH THE BENCH MARK
 EO0071'FROM UMBARGER POST OFFICE GO 0.7 MILES SOUTHWEST ALONG STATE HIGHWAY
 EO0071'NO. 33, THEN 2.95 MILES SOUTH ALONG GRADED ROAD.  135 FEET SOUTHEAST
 EO0071'OF SOUTHEAST CORNER OF CONCRETE BRIDGE OVER SMALL RIVER, 45.2 FEET
 EO0071'EAST OF CENTERLINE OF ROAD, 15.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 EO0071'TIMBER BRIDGE ON ROAD ENTERING FIELD, AND 3.2 FEET EAST OF RIGHT OF
 EO0071'WAY FENCE.  NOTE-- LOCATION OF BM IS NOW COVERED BY BUFFALO LAKE.
 EO0071
 EO0071                          STATION RECOVERY (1961)
 EO0071
 EO0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0557 ***********************************************************************
 EN0557  DESIGNATION -  T 569
 EN0557  PID         -  EN0557
 EN0557  STATE/COUNTY-  TX/SWISHER
 EN0557  USGS QUAD   -  TULE LAKE NW (1969)
 EN0557
 EN0557                         *CURRENT SURVEY CONTROL
 EN0557  ___________________________________________________________________
 EN0557* NAD 83(1986)-  34 43 04.     (N)    101 42 14.     (W)     SCALED    
 EN0557* NAVD 88     -      1061.580  (meters)    3482.87   (feet)  ADJUSTED  
 EN0557  ___________________________________________________________________
 EN0557  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 EN0557  DYNAMIC HT  -        1060.272 (meters)    3478.58  (feet)  COMP
 EN0557  MODELED GRAV-     979,366.8   (mgal)                       NAVD 88
 EN0557
 EN0557  VERT ORDER  -  SECOND    CLASS 0
 EN0557
 EN0557.The horizontal coordinates were scaled from a topographic map and have
 EN0557.an estimated accuracy of +/- 6 seconds.
 EN0557
 EN0557.The orthometric height was determined by differential leveling
 EN0557.and adjusted by the National Geodetic Survey in June 1991..
 EN0557
 EN0557.The geoid height was determined by GEOID03.
 EN0557
 EN0557.The dynamic height is computed by dividing the NAVD 88
 EN0557.geopotential number by the normal gravity value computed on the
 EN0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0557.degrees latitude (g = 980.6199 gals.).
 EN0557
 EN0557.The modeled gravity was interpolated from observed gravity values.
 EN0557
 EN0557;                    North         East    Units  Estimated Accuracy
 EN0557;SPC TX N     - 1,079,650.      181,320.      MT  (+/- 180 meters Scaled)
 EN0557
 EN0557                          SUPERSEDED SURVEY CONTROL
 EN0557
 EN0557  NGVD 29 (??/??/92) 1061.141  (m)         3481.43   (f) ADJ UNCH    2 0
 EN0557
 EN0557.Superseded values are not recommended for survey control.
 EN0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0557.See file dsdata.txt to determine how the superseded data were derived.
 EN0557
 EN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD523450(NAD 83)
 EN0557_MARKER: DB = BENCH MARK DISK
 EN0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0557_STAMPING: T 569 1935
 EN0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0557+STABILITY: SURFACE MOTION
 EN0557
 EN0557  HISTORY     - Date     Condition        Report By
 EN0557  HISTORY     - 1935     MONUMENTED       CGS
 EN0557  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0557
 EN0557                          STATION DESCRIPTION
 EN0557
 EN0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0557'10.1 MI E FROM HAPPY.
 EN0557'10.1 MILES EAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0557'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0557'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 4.9 MILES
 EN0557'EAST TO A DRY LAKE BED, AND THENCE 0.1 MILE NORTHEAST AND 0.1 MILE
 EN0557'SOUTH ALONG ROADS.  IT IS 0.2 MILE NORTH OF THE HAVAN RANCH HOUSE,
 EN0557'SOUTH OF THE DRY LAKE BED, 0.1 MILE EAST OF AN ARM OF THE LAKE, AND 45
 EN0557'FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED T
 EN0557'569 1935 AND SET IN THE TOP OF A CONCRETE POST.
 EN0557
 EN0557                          STATION RECOVERY (1968)
 EN0557
 EN0557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0351 ***********************************************************************
 AM0351  DESIGNATION -  T 571 RESET 1961
 AM0351  PID         -  AM0351
 AM0351  STATE/COUNTY-  TX/MATAGORDA
 AM0351  USGS QUAD   -  CEDAR LANE (1972)
 AM0351
 AM0351                         *CURRENT SURVEY CONTROL
 AM0351  ___________________________________________________________________
 AM0351* NAD 83(1986)-  28 55 02.     (N)    095 41 25.     (W)     SCALED    
 AM0351* NAVD 88     -         6.26   (+/-2cm)      20.5    (feet)  VERTCON   
 AM0351  ___________________________________________________________________
 AM0351  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AM0351
 AM0351  VERT ORDER  -  THIRD (See Below)
 AM0351
 AM0351.The horizontal coordinates were scaled from a topographic map and have
 AM0351.an estimated accuracy of +/- 6 seconds.
 AM0351
 AM0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0351.The vertical order pertains to the NGVD 29 superseded value.
 AM0351
 AM0351.The geoid height was determined by GEOID03.
 AM0351
 AM0351;                    North         East    Units  Estimated Accuracy
 AM0351;SPC TXSC     - 4,124,690.      922,670.      MT  (+/- 180 meters Scaled)
 AM0351
 AM0351                          SUPERSEDED SURVEY CONTROL
 AM0351
 AM0351  NGVD 29 (??/??/??)    6.29   (m)           20.6    (f) RESET       3  
 AM0351
 AM0351.Superseded values are not recommended for survey control.
 AM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0351.See file dsdata.txt to determine how the superseded data were derived.
 AM0351
 AM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN377017(NAD 83)
 AM0351_MARKER: DB = BENCH MARK DISK
 AM0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0351_STAMPING: T 571 RESET 1961
 AM0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0351+STABILITY: SURFACE MOTION
 AM0351
 AM0351  HISTORY     - Date     Condition        Report By
 AM0351  HISTORY     - 1961     MONUMENTED       CGS
 AM0351  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0351
 AM0351                          STATION DESCRIPTION
 AM0351
 AM0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AM0351'3.3 MI SE FROM CEDAR LANE.
 AM0351'ABOUT 3.3 MILES SOUTHEAST ALONG F.M. ROAD NO. 457 FROM CEDAR LANE,
 AM0351'ABOUT 25 YARDS SOUTHEAST OF A BOARD GATE AND AN OLD STORE BUILDING,
 AM0351'ACROS THE HIGHWAY ABOUT 0.1 MILE SOUTH FROM A 2 STORY WHITE HOUSE, IN
 AM0351'THE EAST EDGE OF AN OPEN MEADOW AND UNDER THE SOUTHWEST RIGHT-OF-WAY
 AM0351'FENCE AND A WITNESS SIGN.  A STANDARD DISK STAMPED T 571 RESET 1961 IN
 AM0351'A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 AM0351
 AM0351                          STATION RECOVERY (1996)
 AM0351
 AM0351'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0389 ***********************************************************************
 AM0389  DESIGNATION -  T 572
 AM0389  PID         -  AM0389
 AM0389  STATE/COUNTY-  TX/MATAGORDA
 AM0389  USGS QUAD   -  BAY CITY NE (1972)
 AM0389
 AM0389                         *CURRENT SURVEY CONTROL
 AM0389  ___________________________________________________________________
 AM0389* NAD 83(1986)-  28 53 01.     (N)    095 48 38.     (W)     SCALED    
 AM0389* NAVD 88     -         9.97   (+/-2cm)      32.7    (feet)  VERTCON   
 AM0389  ___________________________________________________________________
 AM0389  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0389
 AM0389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0389
 AM0389.The horizontal coordinates were scaled from a topographic map and have
 AM0389.an estimated accuracy of +/- 6 seconds.
 AM0389
 AM0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0389.The vertical order pertains to the NGVD 29 superseded value.
 AM0389
 AM0389.The geoid height was determined by GEOID03.
 AM0389
 AM0389;                    North         East    Units  Estimated Accuracy
 AM0389;SPC TXSC     - 4,120,640.      911,050.      MT  (+/- 180 meters Scaled)
 AM0389
 AM0389                          SUPERSEDED SURVEY CONTROL
 AM0389
 AM0389  NGVD 29 (??/??/92)   10.010  (m)           32.84   (f) ADJ UNCH    2 0
 AM0389
 AM0389.Superseded values are not recommended for survey control.
 AM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0389.See file dsdata.txt to determine how the superseded data were derived.
 AM0389
 AM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM258983(NAD 83)
 AM0389_MARKER: DB = BENCH MARK DISK
 AM0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0389_STAMPING: T 572 1941
 AM0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0389+STABILITY: SURFACE MOTION
 AM0389
 AM0389  HISTORY     - Date     Condition        Report By
 AM0389  HISTORY     - 1941     MONUMENTED       CGS
 AM0389  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0389
 AM0389                          STATION DESCRIPTION
 AM0389
 AM0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0389'0.4 MI SE FROM CEDAR LANE.
 AM0389'0.4 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0389'OFFICE AT CEDAR LANE, THENCE 7.8 MILES SOUTHWEST ALONG THE WADSWORTH
 AM0389'ROAD.  1.2 MILES SOUTHWEST OF VINE GROVE SCHOOL, 0.4 MILE NORTHEAST OF
 AM0389'A RANCH HOUSE, 0.2 MILE SOUTHWEST OF A FENCE CORNER, AT A ROAD
 AM0389'JUNCTION, 113 FEET EAST OF THE CENTERLINE OF THE RANCH ROAD LEADING
 AM0389'SOUTHWEST, 1.2 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WHITE WOODEN
 AM0389'WITNESS POST, AND LEVEL WITH THE RANCH ROAD.  A STANDARD DISK, STAMPED
 AM0389'T 572 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 AM0389'ABOVE GROUND.
 AM0389
 AM0389                          STATION RECOVERY (1996)
 AM0389
 AM0389'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0231 ***********************************************************************
 AM0231  DESIGNATION -  T 573
 AM0231  PID         -  AM0231
 AM0231  STATE/COUNTY-  TX/BRAZORIA
 AM0231  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0231
 AM0231                         *CURRENT SURVEY CONTROL
 AM0231  ___________________________________________________________________
 AM0231* NAD 83(1986)-  28 56 40.     (N)    095 35 45.     (W)     SCALED    
 AM0231* NAVD 88     -         5.64   (+/-2cm)      18.5    (feet)  VERTCON   
 AM0231  ___________________________________________________________________
 AM0231  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AM0231
 AM0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0231
 AM0231.The horizontal coordinates were scaled from a topographic map and have
 AM0231.an estimated accuracy of +/- 6 seconds.
 AM0231
 AM0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0231.The vertical order pertains to the NGVD 29 superseded value.
 AM0231
 AM0231.The geoid height was determined by GEOID03.
 AM0231
 AM0231;                    North         East    Units  Estimated Accuracy
 AM0231;SPC TXSC     - 4,127,970.      931,790.      MT  (+/- 180 meters Scaled)
 AM0231
 AM0231                          SUPERSEDED SURVEY CONTROL
 AM0231
 AM0231  NGVD 29 (??/??/92)    5.669  (m)           18.60   (f) ADJ UNCH    2 0
 AM0231
 AM0231.Superseded values are not recommended for survey control.
 AM0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0231.See file dsdata.txt to determine how the superseded data were derived.
 AM0231
 AM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN469046(NAD 83)
 AM0231_MARKER: DB = BENCH MARK DISK
 AM0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0231_STAMPING: T 573 1941
 AM0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0231+STABILITY: SURFACE MOTION
 AM0231
 AM0231  HISTORY     - Date     Condition        Report By
 AM0231  HISTORY     - 1941     MONUMENTED       CGS
 AM0231
 AM0231                          STATION DESCRIPTION
 AM0231
 AM0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0231'3.9 MI NE FROM CEDAR LAKE.
 AM0231'IN BRAZORIA COUNTY, 3.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE
 AM0231'POST OFFICE AT CEDAR LAKE, MATAGORDA COUNTY, 2.3 MILES SOUTH WEST OF A
 AM0231'BRIDGE OVER SAN BERNARD RIVER AT HINKLE FERRY, BRAZORIA COUNTY, 1.0
 AM0231'MILE SOUTHWEST OF THE JUNCTION OF A COUNTY ROAD LEADING SOUTHEAST, 1.0
 AM0231'MILE NORTHEAST OF THE JUNCTION OF A ROAD LEADING NORTHWEST, 56 FEET
 AM0231'NORTH OF THE CENTERLINE OF THE ROAD, 17 FEET SOUTH OF THE EAST ONE OF
 AM0231'TWO WATER TANKS, 2.5 FEET NORTH OF A TELEPHONE LINE, 0.6 FOOT NORTH OF
 AM0231'A FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 AM0231'THE ROAD.  A STANDARD DISK, STAMPED T 573 1941 AND SET IN THE TOP OF A
 AM0231'CONCRETE POST PROJECTING 0.9 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0515 ***********************************************************************
 AX0515  DESIGNATION -  T 574
 AX0515  PID         -  AX0515
 AX0515  STATE/COUNTY-  TX/WHARTON
 AX0515  USGS QUAD   -  DANEVANG (1951)
 AX0515
 AX0515                         *CURRENT SURVEY CONTROL
 AX0515  ___________________________________________________________________
 AX0515* NAD 83(1986)-  29 07 26.     (N)    096 07 41.     (W)     SCALED    
 AX0515* NAVD 88     -        22.26   (+/-2cm)      73.0    (feet)  VERTCON   
 AX0515  ___________________________________________________________________
 AX0515  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0515
 AX0515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0515
 AX0515.The horizontal coordinates were scaled from a topographic map and have
 AX0515.an estimated accuracy of +/- 6 seconds.
 AX0515
 AX0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0515.The vertical order pertains to the NGVD 29 superseded value.
 AX0515
 AX0515.The geoid height was determined by GEOID03.
 AX0515
 AX0515;                    North         East    Units  Estimated Accuracy
 AX0515;SPC TXSC     - 4,146,460.      879,440.      MT  (+/- 180 meters Scaled)
 AX0515
 AX0515                          SUPERSEDED SURVEY CONTROL
 AX0515
 AX0515  NGVD 29 (??/??/92)   22.277  (m)           73.09   (f) ADJ UNCH    2 0
 AX0515
 AX0515.Superseded values are not recommended for survey control.
 AX0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0515.See file dsdata.txt to determine how the superseded data were derived.
 AX0515
 AX0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT794251(NAD 83)
 AX0515_MARKER: DB = BENCH MARK DISK
 AX0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0515_STAMPING: T 574 1941
 AX0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0515+STABILITY: SURFACE MOTION
 AX0515
 AX0515  HISTORY     - Date     Condition        Report By
 AX0515  HISTORY     - 1941     MONUMENTED       CGS
 AX0515  HISTORY     - 1943     GOOD             NGS
 AX0515  HISTORY     - 1952     MARK NOT FOUND   USGS
 AX0515
 AX0515                          STATION DESCRIPTION
 AX0515
 AX0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0515'9.5 MI SE FROM PIERCE.
 AX0515'BENCH MARK IS ABOUT 9.5 MILES SOUTHEST OF PIERCE, ALONG THE
 AX0515'PIERCE-MARKHAM GRAVELD ROAD AND ABOUT 0.2 MILE NORTHEAST OF THE
 AX0515'INTERSECTION OF A CROSSROAD.  IT IS ABOUT 200.0 FEET SOUTHEAST OF A
 AX0515'SMALL WOODEN BRIDGE, 33.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW
 AX0515'THE CENTERLINE OF THE ROAD. IT IS 3.0 FEET SOUTHEAST OF A 4X4-INCH
 AX0515'WOODEN MARKER POST AND 1.0 FOOT SOUTHWEST OF RIGHT-OF-WAY FENCE.  A
 AX0515'DISK SET IN CONCRETE POST PROJECTING ABOUT 0.5 FOOT.
 AX0515
 AX0515                          STATION RECOVERY (1952)
 AX0515
 AX0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AX0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0305 ***********************************************************************
 AN0305  DESIGNATION -  T 575
 AN0305  PID         -  AN0305
 AN0305  STATE/COUNTY-  TX/MATAGORDA
 AN0305  USGS QUAD   -  MIDFIELD (1995)
 AN0305
 AN0305                         *CURRENT SURVEY CONTROL
 AN0305  ___________________________________________________________________
 AN0305* NAD 83(1986)-  28 58 55.     (N)    096 12 32.     (W)     SCALED    
 AN0305* NAVD 88     -        15.74   (+/-2cm)      51.6    (feet)  VERTCON   
 AN0305  ___________________________________________________________________
 AN0305  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0305
 AN0305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0305
 AN0305.The horizontal coordinates were scaled from a topographic map and have
 AN0305.an estimated accuracy of +/- 6 seconds.
 AN0305
 AN0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0305.The vertical order pertains to the NGVD 29 superseded value.
 AN0305
 AN0305.The geoid height was determined by GEOID03.
 AN0305
 AN0305;                    North         East    Units  Estimated Accuracy
 AN0305;SPC TXSC     - 4,130,540.      871,950.      MT  (+/- 180 meters Scaled)
 AN0305
 AN0305                          SUPERSEDED SURVEY CONTROL
 AN0305
 AN0305  NGVD 29 (??/??/92)   15.768  (m)           51.73   (f) ADJ UNCH    2 0
 AN0305
 AN0305.Superseded values are not recommended for survey control.
 AN0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0305.See file dsdata.txt to determine how the superseded data were derived.
 AN0305
 AN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT719091(NAD 83)
 AN0305_MARKER: DB = BENCH MARK DISK
 AN0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0305_STAMPING: T 575 1941
 AN0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0305+STABILITY: SURFACE MOTION
 AN0305
 AN0305  HISTORY     - Date     Condition        Report By
 AN0305  HISTORY     - 1941     MONUMENTED       CGS
 AN0305  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0305  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0305
 AN0305                          STATION DESCRIPTION
 AN0305
 AN0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0305'3.0 MI N FROM MIDFIELD.
 AN0305'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF
 AN0305'STATE HIGHWAY 111 AT MIDFIELD, MATAGORDA COUNTY, ABOUT 53 FEET WEST OF
 AN0305'THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTHEAST OF A GUYED
 AN0305'POWER-TRANSMISSION LINE POLE, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE, 3
 AN0305'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 AN0305'HIGHWAY.  A STANDARD DISK, STAMPED T 575 1941 AND SET IN THE TOP OF A
 AN0305'CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0305
 AN0305                          STATION RECOVERY (1991)
 AN0305
 AN0305'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0305'MARK NOT FOUND.
 AN0305
 AN0305                          STATION RECOVERY (1999)
 AN0305
 AN0305'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0237 ***********************************************************************
 AN0237  DESIGNATION -  T 576
 AN0237  PID         -  AN0237
 AN0237  STATE/COUNTY-  TX/MATAGORDA
 AN0237  USGS QUAD   -  MARKHAM (1995)
 AN0237
 AN0237                         *CURRENT SURVEY CONTROL
 AN0237  ___________________________________________________________________
 AN0237* NAD 83(1986)-  28 56 16.     (N)    096 03 39.     (W)     SCALED    
 AN0237* NAVD 88     -        13.86   (+/-2cm)      45.5    (feet)  VERTCON   
 AN0237  ___________________________________________________________________
 AN0237  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN0237
 AN0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0237
 AN0237.The horizontal coordinates were scaled from a topographic map and have
 AN0237.an estimated accuracy of +/- 6 seconds.
 AN0237
 AN0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0237.The vertical order pertains to the NGVD 29 superseded value.
 AN0237
 AN0237.The geoid height was determined by GEOID03.
 AN0237
 AN0237;                    North         East    Units  Estimated Accuracy
 AN0237;SPC TXSC     - 4,126,000.      886,500.      MT  (+/- 180 meters Scaled)
 AN0237
 AN0237                          SUPERSEDED SURVEY CONTROL
 AN0237
 AN0237  NGVD 29 (??/??/92)   13.888  (m)           45.56   (f) ADJ UNCH    2 0
 AN0237
 AN0237.Superseded values are not recommended for survey control.
 AN0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0237.See file dsdata.txt to determine how the superseded data were derived.
 AN0237
 AN0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT865046(NAD 83)
 AN0237_MARKER: DB = BENCH MARK DISK
 AN0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0237_STAMPING: T 576 1941
 AN0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0237+STABILITY: SURFACE MOTION
 AN0237
 AN0237  HISTORY     - Date     Condition        Report By
 AN0237  HISTORY     - 1941     MONUMENTED       CGS
 AN0237  HISTORY     - 1951     GOOD             LOCENG
 AN0237  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0237  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0237
 AN0237                          STATION DESCRIPTION
 AN0237
 AN0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0237'1.6 MI S FROM MARKHAM.
 AN0237'ABOUT 1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE TEXAS AND NEW
 AN0237'ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, ABOUT 0.1 MILE
 AN0237'NORTH OF A LARGE FARMHOUSE, AT THE INTERSECTION OF A DRIVEWAY LEADING
 AN0237'EAST, 48 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 24 FEET SOUTH
 AN0237'OF THE CENTER LINE OF THE DRIVEWAY, 3 FEET SOUTH OF A WHITE WOODEN
 AN0237'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 AN0237'STAMPED T 576 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0237'ABOUT 0.4 FOOT ABOVE GROUND.  NOTE-- IN 1953 IT WAS REPORTED THE
 AN0237'CONCRETE POST WAS TILTED.
 AN0237
 AN0237                          STATION RECOVERY (1951)
 AN0237
 AN0237'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 AN0237'RECOVERED IN GOOD CONDITION.
 AN0237
 AN0237                          STATION RECOVERY (1991)
 AN0237
 AN0237'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0237'MARK NOT FOUND.
 AN0237
 AN0237                          STATION RECOVERY (1999)
 AN0237
 AN0237'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0567 ***********************************************************************
 AX0567  DESIGNATION -  T 577
 AX0567  PID         -  AX0567
 AX0567  STATE/COUNTY-  TX/WHARTON
 AX0567  USGS QUAD   -  LOUISE (1981)
 AX0567
 AX0567                         *CURRENT SURVEY CONTROL
 AX0567  ___________________________________________________________________
 AX0567* NAD 83(1986)-  29 03 44.     (N)    096 24 16.     (W)     SCALED    
 AX0567* NAVD 88     -        22.32   (+/-2cm)      73.2    (feet)  VERTCON   
 AX0567  ___________________________________________________________________
 AX0567  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0567
 AX0567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0567
 AX0567.The horizontal coordinates were scaled from a topographic map and have
 AX0567.an estimated accuracy of +/- 6 seconds.
 AX0567
 AX0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0567.The vertical order pertains to the NGVD 29 superseded value.
 AX0567
 AX0567.The geoid height was determined by GEOID03.
 AX0567
 AX0567;                    North         East    Units  Estimated Accuracy
 AX0567;SPC TXSC     - 4,139,000.      852,700.      MT  (+/- 180 meters Scaled)
 AX0567
 AX0567                          SUPERSEDED SURVEY CONTROL
 AX0567
 AX0567  NGVD 29 (??/??/92)   22.336  (m)           73.28   (f) ADJ UNCH    2 0
 AX0567
 AX0567.Superseded values are not recommended for survey control.
 AX0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0567.See file dsdata.txt to determine how the superseded data were derived.
 AX0567
 AX0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT527176(NAD 83)
 AX0567_MARKER: DB = BENCH MARK DISK
 AX0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0567_STAMPING: T 577 1941
 AX0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0567+STABILITY: SURFACE MOTION
 AX0567
 AX0567  HISTORY     - Date     Condition        Report By
 AX0567  HISTORY     - 1941     MONUMENTED       CGS
 AX0567  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX0567  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0567
 AX0567                          STATION DESCRIPTION
 AX0567
 AX0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0567'4.1 MI SE FROM LOUISE.
 AX0567'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AX0567'LOUISE-- PROCEED ON STATE HIGHWAY 59, 1.1 MILES TO INTERSECTION OF
 AX0567'ROAD TO FRANCITAS, THENCE TURN LEFT (SOUTHEASTERLY) AND GO 3.0 MILES
 AX0567'TO T ROAD INTERSECTION AND SITE OF MARK.  STAMPED T 577 1941.  BENCH
 AX0567'MARK IS ABOUT 135.0 FEET SOUTHEAST OF THE CENTER OF A T ROAD
 AX0567'INTERSECTION ABOUT 100.0 FEET SOUTHWEST OF A SMALL FARM HOUSE, 43.0
 AX0567'FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX0567'THE ROAD, 3.0 FEET NORTH OF A 4X4 INCH WOODEN MARKER POST AND 2.0 FEET
 AX0567'EAST OF A FENCE CORNER.  MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AX0567
 AX0567                          STATION RECOVERY (1965)
 AX0567
 AX0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX0567'MARK NOT FOUND.
 AX0567
 AX0567                          STATION RECOVERY (1998)
 AX0567
 AX0567'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0562 ***********************************************************************
 AX0562  DESIGNATION -  T 578
 AX0562  PID         -  AX0562
 AX0562  STATE/COUNTY-  TX/WHARTON
 AX0562  USGS QUAD   -  EL CAMPO SE (1981)
 AX0562
 AX0562                         *CURRENT SURVEY CONTROL
 AX0562  ___________________________________________________________________
 AX0562* NAD 83(1986)-  29 03 17.     (N)    096 20 24.     (W)     SCALED    
 AX0562* NAVD 88     -        22.72   (+/-2cm)      74.5    (feet)  VERTCON   
 AX0562  ___________________________________________________________________
 AX0562  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0562
 AX0562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0562
 AX0562.The horizontal coordinates were scaled from a topographic map and have
 AX0562.an estimated accuracy of +/- 6 seconds.
 AX0562
 AX0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0562.The vertical order pertains to the NGVD 29 superseded value.
 AX0562
 AX0562.The geoid height was determined by GEOID03.
 AX0562
 AX0562;                    North         East    Units  Estimated Accuracy
 AX0562;SPC TXSC     - 4,138,310.      859,000.      MT  (+/- 180 meters Scaled)
 AX0562
 AX0562                          SUPERSEDED SURVEY CONTROL
 AX0562
 AX0562  NGVD 29 (??/??/92)   22.733  (m)           74.58   (f) ADJ UNCH    2 0
 AX0562
 AX0562.Superseded values are not recommended for survey control.
 AX0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0562.See file dsdata.txt to determine how the superseded data were derived.
 AX0562
 AX0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT589169(NAD 83)
 AX0562_MARKER: DB = BENCH MARK DISK
 AX0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0562_STAMPING: T 578 1941
 AX0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0562+STABILITY: SURFACE MOTION
 AX0562
 AX0562  HISTORY     - Date     Condition        Report By
 AX0562  HISTORY     - 1941     MONUMENTED       CGS
 AX0562  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0562
 AX0562                          STATION DESCRIPTION
 AX0562
 AX0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0562'8.0 MI W FROM DANEVANG.
 AX0562'TO REACH MARK FROM THE CROSSROAD IN DANEVANG-- PROCEED WEST ON GRADED
 AX0562'ROAD AND GO 8.0 MILES TO T ROAD INTERSECTION AND SITE OF MARK.  BENCH
 AX0562'MARK IS 60.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 26.0
 AX0562'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX0562'EAST-WEST ROAD, 25.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 AX0562'BRIDGE, 3.0 FEET WEST OF A 4X4 INCH WOODEN MARKER POST AND 1.0 FOOT
 AX0562'NORTH OF THE RIGHT-OF-WAY POST.  MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AX0562'MARK IS STAMPED, T 578 1941.
 AX0562
 AX0562                          STATION RECOVERY (1990)
 AX0562
 AX0562'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1735 ***********************************************************************
 BK1735  DESIGNATION -  T 58
 BK1735  PID         -  BK1735
 BK1735  STATE/COUNTY-  TX/ORANGE
 BK1735  USGS QUAD   -  ECHO (1994)
 BK1735
 BK1735                         *CURRENT SURVEY CONTROL
 BK1735  ___________________________________________________________________
 BK1735* NAD 83(1986)-  30 09 02.     (N)    093 43 35.     (W)     SCALED    
 BK1735* NAVD 88     -         4.66   (+/-2cm)      15.3    (feet)  VERTCON   
 BK1735  ___________________________________________________________________
 BK1735  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1735
 BK1735  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1735
 BK1735.The horizontal coordinates were scaled from a topographic map and have
 BK1735.an estimated accuracy of +/- 6 seconds.
 BK1735
 BK1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1735.The vertical order pertains to the NGVD 29 superseded value.
 BK1735
 BK1735.The geoid height was determined by GEOID03.
 BK1735
 BK1735;                    North         East    Units  Estimated Accuracy
 BK1735;SPC TX C     - 3,072,540.    1,336,140.      MT  (+/- 180 meters Scaled)
 BK1735
 BK1735                          SUPERSEDED SURVEY CONTROL
 BK1735
 BK1735  NGVD 29 (??/??/??)    4.616  (m)           15.14   (f) ADJUSTED    1 2
 BK1735
 BK1735.Superseded values are not recommended for survey control.
 BK1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1735.See file dsdata.txt to determine how the superseded data were derived.
 BK1735
 BK1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP300356(NAD 83)
 BK1735_MARKER: DB = BENCH MARK DISK
 BK1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1735_STAMPING: T 58 1918 1917 EL 15.295 FT NO 9
 BK1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1735+STABILITY: SURFACE MOTION
 BK1735
 BK1735  HISTORY     - Date     Condition        Report By
 BK1735  HISTORY     - 1918     MONUMENTED       CGS
 BK1735  HISTORY     - 1972     MARK NOT FOUND   NGS
 BK1735  HISTORY     - 20010401 MARK NOT FOUND   USPSQD
 BK1735  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1735
 BK1735                          STATION DESCRIPTION
 BK1735
 BK1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1735'IN ECHO.
 BK1735'AT ECHO, 83 FEET SW OF THE SW CORNER OF THE TEXAS AND NEW ORLEANS
 BK1735'RAILROAD STATION, 64 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 BK1735'24 FEET SOUTH OF THE SW CORNER OF A RECREATION BUILDING, SET IN THE
 BK1735'TOP OF A CONCRETE POST WHICH PROJECTS 1.6 FEET ABOVE THE GROUND.
 BK1735
 BK1735                          STATION RECOVERY (2001)
 BK1735
 BK1735'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1735'MARK NOT FOUND.
 BK1735
 BK1735                          STATION RECOVERY (2002)
 BK1735
 BK1735'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0437 ***********************************************************************
 AN0437  DESIGNATION -  T 580 RESET 1955
 AN0437  PID         -  AN0437
 AN0437  STATE/COUNTY-  TX/CALHOUN
 AN0437  USGS QUAD   -  SEADRIFT (1973)
 AN0437
 AN0437                         *CURRENT SURVEY CONTROL
 AN0437  ___________________________________________________________________
 AN0437* NAD 83(1986)-  28 27 12.     (N)    096 42 16.     (W)     SCALED    
 AN0437* NAVD 88     -         4.25   (+/-2cm)      13.9    (feet)  VERTCON   
 AN0437  ___________________________________________________________________
 AN0437  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN0437
 AN0437  VERT ORDER  -  THIRD (See Below)
 AN0437
 AN0437.The horizontal coordinates were scaled from a topographic map and have
 AN0437.an estimated accuracy of +/- 6 seconds.
 AN0437
 AN0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0437.The vertical order pertains to the NGVD 29 superseded value.
 AN0437
 AN0437.The geoid height was determined by GEOID03.
 AN0437
 AN0437;                    North         East    Units  Estimated Accuracy
 AN0437;SPC TXSC     - 4,070,920.      824,820.      MT  (+/- 180 meters Scaled)
 AN0437
 AN0437                          SUPERSEDED SURVEY CONTROL
 AN0437
 AN0437  NGVD 29 (01/29/03)    4.37   (m)           14.3    (f) RESET       3  
 AN0437
 AN0437.Superseded values are not recommended for survey control.
 AN0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0437.See file dsdata.txt to determine how the superseded data were derived.
 AN0437
 AN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS247495(NAD 83)
 AN0437_MARKER: DD = SURVEY DISK
 AN0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0437_SP_SET: CULVERT
 AN0437_STAMPING: T 580 RESET 1955
 AN0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0437
 AN0437  HISTORY     - Date     Condition        Report By
 AN0437  HISTORY     - 1955     MONUMENTED       TXHD
 AN0437  HISTORY     - 1961     GOOD             TXHD
 AN0437  HISTORY     - 1988     GOOD             USPSQD
 AN0437  HISTORY     - 1990     GOOD             USPSQD
 AN0437
 AN0437                          STATION DESCRIPTION
 AN0437
 AN0437'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN0437'3.8 MI N FROM SEADRIFT.
 AN0437'2.2 MILES NORTH ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS,
 AN0437'BROWNSVILLE AND MEXICO RAILWAY STATION AT SEADRIFT, THENCE 1.6 MILES
 AN0437'EAST ALONG STATE HIGHWAY 238.  AT A 2-6- BY 5- BY 42-FOOT MULTIPLE
 AN0437'CONCRETE BOX CULVERT, AND SET IN THE TOP OF THE EAST END OF THE SOUTH
 AN0437'HEAD WALL, 22 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1
 AN0437'FOOT LOWER THAN THE HIGHWAY.
 AN0437
 AN0437                          STATION RECOVERY (1988)
 AN0437
 AN0437'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0437'RECOVERED IN GOOD CONDITION.
 AN0437
 AN0437                          STATION RECOVERY (1990)
 AN0437
 AN0437'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0172 ***********************************************************************
 AM0172  DESIGNATION -  T 581
 AM0172  PID         -  AM0172
 AM0172  STATE/COUNTY-  TX/MATAGORDA
 AM0172  USGS QUAD   -  WADSWORTH (1972)
 AM0172
 AM0172                         *CURRENT SURVEY CONTROL
 AM0172  ___________________________________________________________________
 AM0172* NAD 83(1986)-  28 46 06.     (N)    095 58 43.     (W)     SCALED    
 AM0172* NAVD 88     -         4.95   (+/-2cm)      16.2    (feet)  VERTCON   
 AM0172  ___________________________________________________________________
 AM0172  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AM0172
 AM0172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0172
 AM0172.The horizontal coordinates were scaled from a topographic map and have
 AM0172.an estimated accuracy of +/- 6 seconds.
 AM0172
 AM0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0172.The vertical order pertains to the NGVD 29 superseded value.
 AM0172
 AM0172.The geoid height was determined by GEOID03.
 AM0172
 AM0172;                    North         East    Units  Estimated Accuracy
 AM0172;SPC TXSC     - 4,107,440.      895,000.      MT  (+/- 180 meters Scaled)
 AM0172
 AM0172                          SUPERSEDED SURVEY CONTROL
 AM0172
 AM0172  NGVD 29 (??/??/92)    4.996  (m)           16.39   (f) ADJ UNCH    2 0
 AM0172
 AM0172.Superseded values are not recommended for survey control.
 AM0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0172.See file dsdata.txt to determine how the superseded data were derived.
 AM0172
 AM0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM091859(NAD 83)
 AM0172_MARKER: DB = BENCH MARK DISK
 AM0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0172_STAMPING: T 581 1941
 AM0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0172+STABILITY: SURFACE MOTION
 AM0172
 AM0172  HISTORY     - Date     Condition        Report By
 AM0172  HISTORY     - 1941     MONUMENTED       CGS
 AM0172  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0172
 AM0172                          STATION DESCRIPTION
 AM0172
 AM0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0172'3.0 MI W FROM GULF HILL SIDING.
 AM0172'TO REACH FROM GULF HILL SIDING ON THE SANTA FE RAILROAD-- PROCEED 0.8
 AM0172'MILE WEST ALONG OILED ROAD TO INTERSECTION OF STATE HIGHWAY NO. 60.
 AM0172'THENCE, CONTINUE 2.2 MILES WESTERLY ALONG THE ROAD TO THE SITE OF THE
 AM0172'BENCH MARK.  BENCH MARK IS ABOUT 0.9 MILE EAST OF BRIDGE OVER THE
 AM0172'COLORADO RIVER, ABOUT 0.1 MILE WEST OF LARGE WOODEN BRIDGE AND 30.0
 AM0172'FEET NORTH OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE ROAD. IT
 AM0172'IS 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT FROM
 AM0172'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AM0172
 AM0172                          STATION RECOVERY (2006)
 AM0172
 AM0172'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0172'COULD NOT FIND THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0290 ***********************************************************************
 AN0290  DESIGNATION -  T 582
 AN0290  PID         -  AN0290
 AN0290  STATE/COUNTY-  TX/MATAGORDA
 AN0290  USGS QUAD   -  PALACIOS (1995)
 AN0290
 AN0290                         *CURRENT SURVEY CONTROL
 AN0290  ___________________________________________________________________
 AN0290* NAD 83(1986)-  28 38 20.     (N)    096 12 07.     (W)     SCALED    
 AN0290* NAVD 88     -         3.22   (+/-2cm)      10.6    (feet)  VERTCON   
 AN0290  ___________________________________________________________________
 AN0290  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN0290
 AN0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0290
 AN0290.The horizontal coordinates were scaled from a topographic map and have
 AN0290.an estimated accuracy of +/- 6 seconds.
 AN0290
 AN0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0290.The vertical order pertains to the NGVD 29 superseded value.
 AN0290
 AN0290.The geoid height was determined by GEOID03.
 AN0290
 AN0290;                    North         East    Units  Estimated Accuracy
 AN0290;SPC TXSC     - 4,092,550.      873,540.      MT  (+/- 180 meters Scaled)
 AN0290
 AN0290                          SUPERSEDED SURVEY CONTROL
 AN0290
 AN0290  NGVD 29 (??/??/92)    3.296  (m)           10.81   (f) ADJ UNCH    2 0
 AN0290
 AN0290.Superseded values are not recommended for survey control.
 AN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0290.See file dsdata.txt to determine how the superseded data were derived.
 AN0290
 AN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS735711(NAD 83)
 AN0290_MARKER: DB = BENCH MARK DISK
 AN0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0290_STAMPING: T 582 1941
 AN0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0290+STABILITY: SURFACE MOTION
 AN0290
 AN0290  HISTORY     - Date     Condition        Report By
 AN0290  HISTORY     - 1941     MONUMENTED       CGS
 AN0290
 AN0290                          STATION DESCRIPTION
 AN0290
 AN0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0290'7.3 MI S FROM COLLEGEPORT.
 AN0290'7.3 MILES SOUTH OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH MARK MAY
 AN0290'BE REACHED FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A PAVED COUNTY
 AN0290'ROAD, THENCE 6.7 MILES SOUTH ALONG THE OYSTER LAKE ROAD.  IT IS 50.8
 AN0290'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.7 FEET NORTH OF A
 AN0290'LARGE BOARD GATE TO A PASTURE, 1 FOOT SOUTHEAST OF THE FENCE, AND 4
 AN0290'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AN0290'STAMPED T 582 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0290'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0213 ***********************************************************************
 AN0213  DESIGNATION -  T 583
 AN0213  PID         -  AN0213
 AN0213  STATE/COUNTY-  TX/MATAGORDA
 AN0213  USGS QUAD   -  PALACIOS (1995)
 AN0213
 AN0213                         *CURRENT SURVEY CONTROL
 AN0213  ___________________________________________________________________
 AN0213* NAD 83(1986)-  28 43 42.     (N)    096 12 35.     (W)     SCALED    
 AN0213* NAVD 88     -         3.91   (+/-2cm)      12.8    (feet)  VERTCON   
 AN0213  ___________________________________________________________________
 AN0213  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN0213
 AN0213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0213
 AN0213.The horizontal coordinates were scaled from a topographic map and have
 AN0213.an estimated accuracy of +/- 6 seconds.
 AN0213
 AN0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0213.The vertical order pertains to the NGVD 29 superseded value.
 AN0213
 AN0213.The geoid height was determined by GEOID03.
 AN0213
 AN0213;                    North         East    Units  Estimated Accuracy
 AN0213;SPC TXSC     - 4,102,440.      872,540.      MT  (+/- 180 meters Scaled)
 AN0213
 AN0213                          SUPERSEDED SURVEY CONTROL
 AN0213
 AN0213  NGVD 29 (??/??/92)    3.975  (m)           13.04   (f) ADJ UNCH    2 0
 AN0213
 AN0213.Superseded values are not recommended for survey control.
 AN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0213.See file dsdata.txt to determine how the superseded data were derived.
 AN0213
 AN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS725810(NAD 83)
 AN0213_MARKER: DB = BENCH MARK DISK
 AN0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0213_SP_SET: CULVERT
 AN0213_STAMPING: T 583 1941
 AN0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0213
 AN0213  HISTORY     - Date     Condition        Report By
 AN0213  HISTORY     - 1941     MONUMENTED       CGS
 AN0213  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0213
 AN0213                          STATION DESCRIPTION
 AN0213
 AN0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0213'2.1 MI NE FROM PALACIOS.
 AN0213'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0213'ORLEANS RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, AT A ROAD
 AN0213'INTERSECTION, 45 FEET NORTH OF THE CENTER LINE OF THE CROSSROAD, AT
 AN0213'THE WEST END OF A DOUBLE 3- BY 3-FOOT CONCRETE CULVERT UNDER THE
 AN0213'HIGHWAY, AND IN THE TOP OF THE SOUTH WING WALL.  A STANDARD DISK,
 AN0213'STAMPED T 583 1941.
 AN0213
 AN0213                          STATION RECOVERY (1991)
 AN0213
 AN0213'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0048 ***********************************************************************
 AM0048  DESIGNATION -  T 586
 AM0048  PID         -  AM0048
 AM0048  STATE/COUNTY-  TX/BRAZORIA
 AM0048  USGS QUAD   -  JONES CREEK (1974)
 AM0048
 AM0048                         *CURRENT SURVEY CONTROL
 AM0048  ___________________________________________________________________
 AM0048* NAD 83(1986)-  28 58 21.     (N)    095 27 24.     (W)     SCALED    
 AM0048* NAVD 88     -         4.13   (+/-2cm)      13.5    (feet)  VERTCON   
 AM0048  ___________________________________________________________________
 AM0048  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AM0048
 AM0048  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0048
 AM0048.The horizontal coordinates were scaled from a topographic map and have
 AM0048.an estimated accuracy of +/- 6 seconds.
 AM0048
 AM0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0048.The vertical order pertains to the NGVD 29 superseded value.
 AM0048
 AM0048.The geoid height was determined by GEOID03.
 AM0048
 AM0048;                    North         East    Units  Estimated Accuracy
 AM0048;SPC TXSC     - 4,131,480.      945,260.      MT  (+/- 180 meters Scaled)
 AM0048
 AM0048                          SUPERSEDED SURVEY CONTROL
 AM0048
 AM0048  NGVD 29 (??/??/92)    4.156  (m)           13.64   (f) ADJ UNCH    1 1
 AM0048
 AM0048.Superseded values are not recommended for survey control.
 AM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0048.See file dsdata.txt to determine how the superseded data were derived.
 AM0048
 AM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN606074(NAD 83)
 AM0048_MARKER: DB = BENCH MARK DISK
 AM0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0048_STAMPING: T 586 1942
 AM0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0048+STABILITY: SURFACE MOTION
 AM0048
 AM0048  HISTORY     - Date     Condition        Report By
 AM0048  HISTORY     - 1942     MONUMENTED       CGS
 AM0048  HISTORY     - 1943     GOOD             NGS
 AM0048  HISTORY     - 1977     GOOD             NGS
 AM0048  HISTORY     - 1978     GOOD             NGS
 AM0048  HISTORY     - 1984     GOOD             USPSQD
 AM0048  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AM0048  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0048
 AM0048                          STATION DESCRIPTION
 AM0048
 AM0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0048'6.9 MI NW FROM FREEPORT.
 AM0048'6.9 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE CITY WATER TANK AT
 AM0048'FREEPORT, 0.5 MILE NORTHWEST OF THE JUNCTION OF THREE ROADS AT JONES
 AM0048'CREEK, 96 FEET NORTHWEST OF A WHITE SHINGLE HOUSE ON THE SOUTHWEST
 AM0048'SIDE OF THE HIGHWAY, 52 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AM0048'HIGHWAY, 41 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 28 FEET WEST OF
 AM0048'A LARGE LIVE OAK TREE, 4 FEET SOUTHWEST OF A POWER-LINE POLE CARRYING
 AM0048'LEAD WIRES TO THE HOUSE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AM0048'POST.  A STANDARD DISK, STAMPED T 586 1942 AND SET IN THE TOP OF A
 AM0048'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AM0048
 AM0048                          STATION RECOVERY (1977)
 AM0048
 AM0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0048'RECOVERED IN GOOD CONDITION.
 AM0048
 AM0048                          STATION RECOVERY (1978)
 AM0048
 AM0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0048'RECOVERED IN GOOD CONDITION.
 AM0048
 AM0048                          STATION RECOVERY (1984)
 AM0048
 AM0048'RECOVERY NOTE BY US POWER SQUADRON 1984
 AM0048'DESCRIPTION, DELETE '28 FEET WEST OF A LARGE LIVE OAK TREE' (NOW PART
 AM0048'OF A CAR-WASH) . DELETE '4 FEET SOUTHWEST---' (NOW 10 FEET
 AM0048'SOUTHWEST---). NOW ALSO '8 FEET NORTHEAST OF UNDERGROUND TELEPHONE A
 AM0048'CABLE TERMINAL 334.
 AM0048
 AM0048                          STATION RECOVERY (1987)
 AM0048
 AM0048'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AM0048'MARK NOT FOUND.
 AM0048
 AM0048                          STATION RECOVERY (1994)
 AM0048
 AM0048'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0316 ***********************************************************************
 AH0316  DESIGNATION -  T 587
 AH0316  PID         -  AH0316
 AH0316  STATE/COUNTY-  TX/SAN PATRICIO
 AH0316  USGS QUAD   -  TAFT (1975)
 AH0316
 AH0316                         *CURRENT SURVEY CONTROL
 AH0316  ___________________________________________________________________
 AH0316* NAD 83(1986)-  27 53 15.     (N)    097 22 37.     (W)     SCALED    
 AH0316* NAVD 88     -        13.31   (+/-2cm)      43.7    (feet)  VERTCON   
 AH0316  ___________________________________________________________________
 AH0316  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH0316
 AH0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0316
 AH0316.The horizontal coordinates were scaled from a topographic map and have
 AH0316.an estimated accuracy of +/- 6 seconds.
 AH0316
 AH0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0316.The vertical order pertains to the NGVD 29 superseded value.
 AH0316
 AH0316.The geoid height was determined by GEOID03.
 AH0316
 AH0316;                    North         East    Units  Estimated Accuracy
 AH0316;SPC TX S     - 5,246,550.      410,580.      MT  (+/- 180 meters Scaled)
 AH0316
 AH0316                          SUPERSEDED SURVEY CONTROL
 AH0316
 AH0316  NGVD 29 (??/??/92)   13.497  (m)           44.28   (f) ADJ UNCH    2 0
 AH0316
 AH0316.Superseded values are not recommended for survey control.
 AH0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0316.See file dsdata.txt to determine how the superseded data were derived.
 AH0316
 AH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR597857(NAD 83)
 AH0316_MARKER: DB = BENCH MARK DISK
 AH0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0316_STAMPING: T 587 1942
 AH0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0316+STABILITY: SURFACE MOTION
 AH0316
 AH0316  HISTORY     - Date     Condition        Report By
 AH0316  HISTORY     - 1942     MONUMENTED       CGS
 AH0316  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0316  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0316
 AH0316                          STATION DESCRIPTION
 AH0316
 AH0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0316'3.9 MI W FROM PORTLAND.
 AH0316'TO REACH FROM THE POST OFFICE AT PORTLAND-- PROCEED 3.9 MILES WESTERLY
 AH0316'ALONG OILED ROAD TOWARDS WHITE POINT TO THE SITE OF THE BENCH MARK.
 AH0316'BENCH MARK IS ABOUT 0.35 MILE WEST OF HOUSE ON THE SOUTH SIDE OF THE
 AH0316'ROAD, 56.0 FEET NORTHWEST OF THE CENTER OF INTERSECTION OF CROSSROAD
 AH0316'AND 44.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AH0316'OF WOODEN CULVERT UNDER THE PAVEMENT.  IT IS 30.0 FEET WEST OF THE
 AH0316'CENTERLINE OF THE SIDE ROAD, 7.0 FEET NORTH OF A GAS LINE, 4.0 FEET
 AH0316'NORTHWEST OF TELEPHONE POLE WHERE LINE FROM THE SOUTH INTERSECTS
 AH0316'EAST-WEST LINE AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.
 AH0316'THE MONUMENT PROJECTS 0.6 FOOT.
 AH0316
 AH0316                          STATION RECOVERY (1968)
 AH0316
 AH0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0316'MARK NOT FOUND.
 AH0316
 AH0316                          STATION RECOVERY (1996)
 AH0316
 AH0316'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0777 ***********************************************************************
 AH0777  DESIGNATION -  T 589
 AH0777  PID         -  AH0777
 AH0777  STATE/COUNTY-  TX/NUECES
 AH0777  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0777
 AH0777                         *CURRENT SURVEY CONTROL
 AH0777  ___________________________________________________________________
 AH0777* NAD 83(1986)-  27 49 32.     (N)    097 29 51.     (W)     SCALED    
 AH0777* NAVD 88     -         0.93   (+/-2cm)       3.1    (feet)  VERTCON   
 AH0777  ___________________________________________________________________
 AH0777  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH0777
 AH0777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0777
 AH0777.The horizontal coordinates were scaled from a topographic map and have
 AH0777.an estimated accuracy of +/- 6 seconds.
 AH0777
 AH0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0777.The vertical order pertains to the NGVD 29 superseded value.
 AH0777
 AH0777.The geoid height was determined by GEOID03.
 AH0777
 AH0777;                    North         East    Units  Estimated Accuracy
 AH0777;SPC TX S     - 5,239,590.      398,770.      MT  (+/- 180 meters Scaled)
 AH0777
 AH0777                          SUPERSEDED SURVEY CONTROL
 AH0777
 AH0777  NGVD 29 (??/??/92)    1.120  (m)            3.67   (f) ADJ UNCH    2 0
 AH0777
 AH0777.Superseded values are not recommended for survey control.
 AH0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0777.See file dsdata.txt to determine how the superseded data were derived.
 AH0777
 AH0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR479787(NAD 83)
 AH0777_MARKER: DB = BENCH MARK DISK
 AH0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0777_STAMPING: T 589 1942
 AH0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0777+STABILITY: SURFACE MOTION
 AH0777
 AH0777  HISTORY     - Date     Condition        Report By
 AH0777  HISTORY     - 1942     MONUMENTED       CGS
 AH0777  HISTORY     - 1949     GOOD             NGS
 AH0777
 AH0777                          STATION DESCRIPTION
 AH0777
 AH0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0777'6.5 MI NW FROM CORPUS CHRISTI.
 AH0777'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT CORPUS
 AH0777'CHRISTI-- PROCEED 6.5 MILES NORTHWESTERLY ALONG THE MISSOURI PACIFIC
 AH0777'RAILROAD BRANCH LINE (S.A.U. AND G.) TO THE SITE OF THE BENCH MARK.
 AH0777'BENCH MARK IS 42.0 FEET SOUTHWEST OF MILE POLE NO.143, 47.8 FEET SOUTH
 AH0777'OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF THE TRACKS.  IT IS 4.0
 AH0777'FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF
 AH0777'RIGHT-OF-WAY FENCE, THE MONUMENT PROJECTS 0.4 FOOT.
 AH0777
 AH0777                          STATION RECOVERY (1949)
 AH0777
 AH0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0966 ***********************************************************************
 AH0966  DESIGNATION -  T 590
 AH0966  PID         -  AH0966
 AH0966  STATE/COUNTY-  TX/NUECES
 AH0966  USGS QUAD   -  AGUA DULCE (1979)
 AH0966
 AH0966                         *CURRENT SURVEY CONTROL
 AH0966  ___________________________________________________________________
 AH0966* NAD 83(1986)-  27 46 42.     (N)    097 55 25.     (W)     SCALED    
 AH0966* NAVD 88     -        39.386  (meters)     129.22   (feet)  ADJUSTED  
 AH0966  ___________________________________________________________________
 AH0966  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0966  DYNAMIC HT  -          39.326 (meters)     129.02  (feet)  COMP
 AH0966  MODELED GRAV-     979,105.7   (mgal)                       NAVD 88
 AH0966
 AH0966  VERT ORDER  -  FIRST     CLASS II
 AH0966
 AH0966.The horizontal coordinates were scaled from a topographic map and have
 AH0966.an estimated accuracy of +/- 6 seconds.
 AH0966
 AH0966.The orthometric height was determined by differential leveling
 AH0966.and adjusted by the National Geodetic Survey in June 1991..
 AH0966.WARNING-Repeat measurements at this control monument indicate possible
 AH0966.vertical movement.
 AH0966
 AH0966.The geoid height was determined by GEOID03.
 AH0966
 AH0966.The dynamic height is computed by dividing the NAVD 88
 AH0966.geopotential number by the normal gravity value computed on the
 AH0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0966.degrees latitude (g = 980.6199 gals.).
 AH0966
 AH0966.The modeled gravity was interpolated from observed gravity values.
 AH0966
 AH0966;                    North         East    Units  Estimated Accuracy
 AH0966;SPC TX S     - 5,234,090.      356,810.      MT  (+/- 180 meters Scaled)
 AH0966
 AH0966                          SUPERSEDED SURVEY CONTROL
 AH0966
 AH0966  NGVD 29 (??/??/92)   39.495  (m)          129.58   (f) ADJ UNCH    1 2
 AH0966
 AH0966.Superseded values are not recommended for survey control.
 AH0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0966.See file dsdata.txt to determine how the superseded data were derived.
 AH0966
 AH0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR060731(NAD 83)
 AH0966_MARKER: DB = BENCH MARK DISK
 AH0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0966_STAMPING: T 590 1942
 AH0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0966+STABILITY: SURFACE MOTION
 AH0966
 AH0966  HISTORY     - Date     Condition        Report By
 AH0966  HISTORY     - 1942     MONUMENTED       CGS
 AH0966  HISTORY     - 1950     GOOD             NGS
 AH0966  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0966
 AH0966                          STATION DESCRIPTION
 AH0966
 AH0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0966'0.7 MI W FROM AGUA DULCE.
 AH0966'0.7 MILE WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0966'AGUA DULCE, 162 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 44,
 AH0966'38.6 FEET NORTH OF THE NORTH RAIL, 17.4 FEET EAST OF MILEPOST 129, 2.7
 AH0966'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0966'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AH0966
 AH0966                          STATION RECOVERY (1975)
 AH0966
 AH0966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0410 ***********************************************************************
 AN0410  DESIGNATION -  T 591
 AN0410  PID         -  AN0410
 AN0410  STATE/COUNTY-  TX/CALHOUN
 AN0410  USGS QUAD   -  SEADRIFT (1973)
 AN0410
 AN0410                         *CURRENT SURVEY CONTROL
 AN0410  ___________________________________________________________________
 AN0410* NAD 83(1986)-  28 27 33.     (N)    096 44 35.     (W)     SCALED    
 AN0410* NAVD 88     -         5.61   (+/-2cm)      18.4    (feet)  VERTCON   
 AN0410  ___________________________________________________________________
 AN0410  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN0410
 AN0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0410
 AN0410.The horizontal coordinates were scaled from a topographic map and have
 AN0410.an estimated accuracy of +/- 6 seconds.
 AN0410
 AN0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0410.The vertical order pertains to the NGVD 29 superseded value.
 AN0410
 AN0410.The geoid height was determined by GEOID03.
 AN0410
 AN0410;                    North         East    Units  Estimated Accuracy
 AN0410;SPC TXSC     - 4,071,490.      821,030.      MT  (+/- 180 meters Scaled)
 AN0410
 AN0410                          SUPERSEDED SURVEY CONTROL
 AN0410
 AN0410  NGVD 29 (??/??/92)    5.73   (m)           18.8    (f) COMPUTED    2 0
 AN0410
 AN0410.Superseded values are not recommended for survey control.
 AN0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0410.See file dsdata.txt to determine how the superseded data were derived.
 AN0410
 AN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS209501(NAD 83)
 AN0410_MARKER: DB = BENCH MARK DISK
 AN0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0410_STAMPING: T 591 1942
 AN0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0410+STABILITY: SURFACE MOTION
 AN0410
 AN0410  HISTORY     - Date     Condition        Report By
 AN0410  HISTORY     - 1942     MONUMENTED       CGS
 AN0410  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0410
 AN0410                          STATION DESCRIPTION
 AN0410
 AN0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0410'2.0 MI SE FROM LONGMOTT.
 AN0410'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 185 FROM THE HIGH SCHOOL AT
 AN0410'LONGMOTT, CALHOUN COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST,
 AN0410'72 FEET EAST OF THE CENTER OF THE JUNCTION, 46.5 FEET SOUTHWEST OF THE
 AN0410'CENTERLINE OF THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILWAY TRACK, 32
 AN0410'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF A
 AN0410'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY. A STANDARD
 AN0410'DISK, STAMPED T 591 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN0410'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0410
 AN0410                          STATION RECOVERY (1998)
 AN0410
 AN0410'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0861 ***********************************************************************
 AN0861  DESIGNATION -  T 592
 AN0861  PID         -  AN0861
 AN0861  STATE/COUNTY-  TX/CALHOUN
 AN0861  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0861
 AN0861                         *CURRENT SURVEY CONTROL
 AN0861  ___________________________________________________________________
 AN0861* NAD 83(1986)-  28 32 54.     (N)    096 33 34.     (W)     SCALED    
 AN0861* NAVD 88     -         2.78   (+/-2cm)       9.1    (feet)  VERTCON   
 AN0861  ___________________________________________________________________
 AN0861  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN0861
 AN0861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0861
 AN0861.The horizontal coordinates were scaled from a topographic map and have
 AN0861.an estimated accuracy of +/- 6 seconds.
 AN0861
 AN0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0861.The vertical order pertains to the NGVD 29 superseded value.
 AN0861
 AN0861.The geoid height was determined by GEOID03.
 AN0861
 AN0861;                    North         East    Units  Estimated Accuracy
 AN0861;SPC TXSC     - 4,081,740.      838,800.      MT  (+/- 180 meters Scaled)
 AN0861
 AN0861                          SUPERSEDED SURVEY CONTROL
 AN0861
 AN0861  NGVD 29 (??/??/92)    2.897  (m)            9.50   (f) ADJ UNCH    2 0
 AN0861
 AN0861.Superseded values are not recommended for survey control.
 AN0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0861.See file dsdata.txt to determine how the superseded data were derived.
 AN0861
 AN0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS387603(NAD 83)
 AN0861_MARKER: DB = BENCH MARK DISK
 AN0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0861_STAMPING: T 592 1942
 AN0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0861+STABILITY: SURFACE MOTION
 AN0861
 AN0861  HISTORY     - Date     Condition        Report By
 AN0861  HISTORY     - 1942     MONUMENTED       CGS
 AN0861  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0861  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0861
 AN0861                          STATION DESCRIPTION
 AN0861
 AN0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0861'4.4 MI S FROM PORT LAVACA.
 AN0861'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0861'PORT LAVACA, CALHOUN COUNTY, 5.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0861'316.  360 FEET EAST OF THE EAST ONE OF TWO CATTLE GUARDS, 59 FEET
 AN0861'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF A WHITE WOODEN
 AN0861'WITNESS POST, 1 FOOT NORTH OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A
 AN0861'STANDARD DISK, STAMPED T 592 1942 AND SET IN THE TOP OF A CONCRETE
 AN0861'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0861
 AN0861                          STATION RECOVERY (1988)
 AN0861
 AN0861'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0861'MARK NOT FOUND.
 AN0861
 AN0861                          STATION RECOVERY (1998)
 AN0861
 AN0861'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0339 ***********************************************************************
 AN0339  DESIGNATION -  T 593
 AN0339  PID         -  AN0339
 AN0339  STATE/COUNTY-  TX/CALHOUN
 AN0339  USGS QUAD   -  AUSTWELL (1973)
 AN0339
 AN0339                         *CURRENT SURVEY CONTROL
 AN0339  ___________________________________________________________________
 AN0339* NAD 83(1986)-  28 29 13.     (N)    096 51 09.     (W)     SCALED    
 AN0339* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 AN0339  ___________________________________________________________________
 AN0339  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0339
 AN0339  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0339
 AN0339.The horizontal coordinates were scaled from a topographic map and have
 AN0339.an estimated accuracy of +/- 6 seconds.
 AN0339
 AN0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0339.The vertical order pertains to the NGVD 29 superseded value.
 AN0339
 AN0339.The geoid height was determined by GEOID03.
 AN0339
 AN0339;                    North         East    Units  Estimated Accuracy
 AN0339;SPC TXSC     - 4,074,370.      810,260.      MT  (+/- 180 meters Scaled)
 AN0339
 AN0339                          SUPERSEDED SURVEY CONTROL
 AN0339
 AN0339  NGVD 29 (??/??/92)    1.05   (m)            3.4    (f) COMPUTED    2 0
 AN0339
 AN0339.Superseded values are not recommended for survey control.
 AN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0339.See file dsdata.txt to determine how the superseded data were derived.
 AN0339
 AN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS102530(NAD 83)
 AN0339_MARKER: DB = BENCH MARK DISK
 AN0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0339_STAMPING: T 593 1942
 AN0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0339+STABILITY: SURFACE MOTION
 AN0339
 AN0339  HISTORY     - Date     Condition        Report By
 AN0339  HISTORY     - 1942     MONUMENTED       CGS
 AN0339  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0339  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0339  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AN0339  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0339
 AN0339                          STATION DESCRIPTION
 AN0339
 AN0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0339'3.1 MI NE FROM TIVOLI.
 AN0339'IN CALHOUN COUNTY, 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE
 AN0339'JUNCTION OF STATE HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, AT THE FIRST
 AN0339'BRIDGE NORTHEAST OF GUADALUPE RIVER, AT THE SOUTHWEST END OF THE LONG
 AN0339'WOODEN BRIDGE, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12
 AN0339'FEET NORTHEAST OF A WILLOW TREE, 3 FEET SOUTH OF A WHITE WOODEN
 AN0339'WITNESS POST, AND 6 FEET LOWER THAN THE HIGHWAY AT THE END OF THE
 AN0339'BRIDGE.  A STANDARD DISK, STAMPED T 593 1942 AND SET IN THE TOP OF A
 AN0339'CONCRETE POST.
 AN0339
 AN0339                          STATION RECOVERY (1988)
 AN0339
 AN0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0339'MARK NOT FOUND.
 AN0339
 AN0339                          STATION RECOVERY (1988)
 AN0339
 AN0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0339'MARK NOT FOUND.
 AN0339
 AN0339                          STATION RECOVERY (1989)
 AN0339
 AN0339'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0339'MARK NOT FOUND.
 AN0339
 AN0339                          STATION RECOVERY (1990)
 AN0339
 AN0339'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0892 ***********************************************************************
 AN0892  DESIGNATION -  T 594
 AN0892  PID         -  AN0892
 AN0892  STATE/COUNTY-  TX/REFUGIO
 AN0892  USGS QUAD   -  MC FADDIN (1987)
 AN0892
 AN0892                         *CURRENT SURVEY CONTROL
 AN0892  ___________________________________________________________________
 AN0892* NAD 83(1986)-  28 30 40.     (N)    097 01 54.     (W)     SCALED    
 AN0892* NAVD 88     -        13.40   (+/-2cm)      44.0    (feet)  VERTCON   
 AN0892  ___________________________________________________________________
 AN0892  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0892
 AN0892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0892
 AN0892.The horizontal coordinates were scaled from a topographic map and have
 AN0892.an estimated accuracy of +/- 6 seconds.
 AN0892
 AN0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0892.The vertical order pertains to the NGVD 29 superseded value.
 AN0892
 AN0892.The geoid height was determined by GEOID03.
 AN0892
 AN0892;                    North         East    Units  Estimated Accuracy
 AN0892;SPC TXSC     - 4,076,740.      792,670.      MT  (+/- 180 meters Scaled)
 AN0892
 AN0892                          SUPERSEDED SURVEY CONTROL
 AN0892
 AN0892  NGVD 29 (??/??/92)   13.544  (m)           44.44   (f) ADJ UNCH    2 0
 AN0892
 AN0892.Superseded values are not recommended for survey control.
 AN0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0892.See file dsdata.txt to determine how the superseded data were derived.
 AN0892
 AN0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS926554(NAD 83)
 AN0892_MARKER: DB = BENCH MARK DISK
 AN0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0892_SP_SET: CULVERT
 AN0892_STAMPING: T 594 1942
 AN0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0892
 AN0892  HISTORY     - Date     Condition        Report By
 AN0892  HISTORY     - 1942     MONUMENTED       CGS
 AN0892  HISTORY     - 1943     GOOD             NGS
 AN0892  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN0892  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0892
 AN0892                          STATION DESCRIPTION
 AN0892
 AN0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0892'0.8 MI SE FROM INARI.
 AN0892'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS,
 AN0892'BROWNSVILLE AND MEXICO RAILWAY STATION-SIGN AT INARI, REFUGIO COUNTY,
 AN0892'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 113.  AT A LARGE 30-FOOT
 AN0892'7-SECTION CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE
 AN0892'SOUTHWEST HEADWALL, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AN0892'HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 AN0892'T 594 1942.  NOTE-- RD. WORK IN AREA.
 AN0892
 AN0892                          STATION RECOVERY (1973)
 AN0892
 AN0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN0892'MARK NOT FOUND.
 AN0892
 AN0892                          STATION RECOVERY (1988)
 AN0892
 AN0892'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0209 ***********************************************************************
 AJ0209  DESIGNATION -  T 599
 AJ0209  PID         -  AJ0209
 AJ0209  STATE/COUNTY-  TX/DUVAL
 AJ0209  USGS QUAD   -  SAN JOSE (1968)
 AJ0209
 AJ0209                         *CURRENT SURVEY CONTROL
 AJ0209  ___________________________________________________________________
 AJ0209* NAD 83(1986)-  27 35 10.     (N)    098 20 55.     (W)     SCALED    
 AJ0209* NAVD 88     -       103.963  (meters)     341.09   (feet)  ADJUSTED  
 AJ0209  ___________________________________________________________________
 AJ0209  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AJ0209  DYNAMIC HT  -         103.800 (meters)     340.55  (feet)  COMP
 AJ0209  MODELED GRAV-     979,077.1   (mgal)                       NAVD 88
 AJ0209
 AJ0209  VERT ORDER  -  SECOND    CLASS 0
 AJ0209
 AJ0209.The horizontal coordinates were scaled from a topographic map and have
 AJ0209.an estimated accuracy of +/- 6 seconds.
 AJ0209
 AJ0209.The orthometric height was determined by differential leveling
 AJ0209.and adjusted by the National Geodetic Survey in June 1991..
 AJ0209
 AJ0209.The geoid height was determined by GEOID03.
 AJ0209
 AJ0209.The dynamic height is computed by dividing the NAVD 88
 AJ0209.geopotential number by the normal gravity value computed on the
 AJ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0209.degrees latitude (g = 980.6199 gals.).
 AJ0209
 AJ0209.The modeled gravity was interpolated from observed gravity values.
 AJ0209
 AJ0209;                    North         East    Units  Estimated Accuracy
 AJ0209;SPC TX S     - 5,212,670.      314,950.      MT  (+/- 180 meters Scaled)
 AJ0209
 AJ0209                          SUPERSEDED SURVEY CONTROL
 AJ0209
 AJ0209  NGVD 29 (??/??/92)  104.03   (m)          341.3    (f) COMPUTED    2 0
 AJ0209
 AJ0209.Superseded values are not recommended for survey control.
 AJ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0209.See file dsdata.txt to determine how the superseded data were derived.
 AJ0209
 AJ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR642515(NAD 83)
 AJ0209_MARKER: DB = BENCH MARK DISK
 AJ0209_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0209_SP_SET: ROCK OUTCROP
 AJ0209_STAMPING: T - 599 1942
 AJ0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0209+STABILITY: POSITION/ELEVATION WELL
 AJ0209
 AJ0209  HISTORY     - Date     Condition        Report By
 AJ0209  HISTORY     - 1942     MONUMENTED       CGS
 AJ0209  HISTORY     - 1968     GOOD             USGS
 AJ0209
 AJ0209                          STATION DESCRIPTION
 AJ0209
 AJ0209'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0209'4.6 MI E FROM BENAVIDES.
 AJ0209'P.O. AT BENAVIDES, TEXAS 4.0 MILES EAST ALONG FARM ROAD 2295, TO T- RD
 AJ0209'SOUTH 262 FEET WEST AND 510 FEET SOUTH OF T - JCT. TOP OF A ROCK
 AJ0209'OUTCROP AND 0.5 FEET HIGHER TAN OLD ROAD BED NOW ABANDON.  STANDARD
 AJ0209'DISK, STAMPED T - 599 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0041 ***********************************************************************
 AY0041  DESIGNATION -  T 6
 AY0041  PID         -  AY0041
 AY0041  STATE/COUNTY-  TX/GUADALUPE
 AY0041  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0041
 AY0041                         *CURRENT SURVEY CONTROL
 AY0041  ___________________________________________________________________
 AY0041* NAD 83(1986)-  29 40 14.     (N)    098 03 18.     (W)     SCALED    
 AY0041* NAVD 88     -       187.94   (+/-2cm)     616.6    (feet)  VERTCON   
 AY0041  ___________________________________________________________________
 AY0041  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AY0041
 AY0041  VERT ORDER  -  FIRST     CLASS II (See Below)
 AY0041
 AY0041.The horizontal coordinates were scaled from a topographic map and have
 AY0041.an estimated accuracy of +/- 6 seconds.
 AY0041
 AY0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0041.The vertical order pertains to the NGVD 29 superseded value.
 AY0041
 AY0041.The geoid height was determined by GEOID03.
 AY0041
 AY0041;                    North         East    Units  Estimated Accuracy
 AY0041;SPC TXSC     - 4,203,980.      691,470.      MT  (+/- 180 meters Scaled)
 AY0041
 AY0041                          SUPERSEDED SURVEY CONTROL
 AY0041
 AY0041  NGVD 29 (??/??/92)  187.860  (m)          616.34   (f) ADJ UNCH    1 2
 AY0041
 AY0041.Superseded values are not recommended for survey control.
 AY0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0041.See file dsdata.txt to determine how the superseded data were derived.
 AY0041
 AY0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT914826(NAD 83)
 AY0041_MARKER: DB = BENCH MARK DISK
 AY0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0041_SP_SET: STONE POST
 AY0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0041+STABILITY: SURFACE MOTION
 AY0041
 AY0041  HISTORY     - Date     Condition        Report By
 AY0041  HISTORY     - UNK      MONUMENTED       CGS
 AY0041  HISTORY     - 1935     GOOD             NGS
 AY0041  HISTORY     - 1943     MARK NOT FOUND   NGS
 AY0041  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0041  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0041
 AY0041                          STATION DESCRIPTION
 AY0041
 AY0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AY0041'5.6 MI SE FROM NEW BRAUNFELS.
 AY0041'IN GUADALUPE COUNTY, 5.6 MILES SOUTHEAST ALONG THE SEGUIN ROAD FROM
 AY0041'NEW BRAUNFELS, COMAL COUNTY, 33 FEET NORTHEAST OF THE CENTERLINE OF
 AY0041'THE ROAD, IN THE WEST CORNER OF THE FRONT YARD OF THE KUHLINBERG FARM,
 AY0041'AND 3 FEET FROM THE NORTHEAST AND NORTHWEST FENCES.  A SQUARE HOLE IN
 AY0041'THE TOP OF A STONE POST.
 AY0041
 AY0041                          STATION RECOVERY (1943)
 AY0041
 AY0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AY0041'MARK NOT FOUND.
 AY0041
 AY0041                          STATION RECOVERY (1988)
 AY0041
 AY0041'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0041'MARK NOT FOUND.
 AY0041
 AY0041                          STATION RECOVERY (1999)
 AY0041
 AY0041'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0310 ***********************************************************************
 AJ0310  DESIGNATION -  T 600
 AJ0310  PID         -  AJ0310
 AJ0310  STATE/COUNTY-  TX/JIM WELLS
 AJ0310  USGS QUAD   -  SEELIGSON RANCH (1963)
 AJ0310
 AJ0310                         *CURRENT SURVEY CONTROL
 AJ0310  ___________________________________________________________________
 AJ0310* NAD 83(1986)-  27 28 09.     (N)    098 08 09.     (W)     SCALED    
 AJ0310* NAVD 88     -        52.132  (meters)     171.04   (feet)  ADJUSTED  
 AJ0310  ___________________________________________________________________
 AJ0310  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AJ0310  DYNAMIC HT  -          52.051 (meters)     170.77  (feet)  COMP
 AJ0310  MODELED GRAV-     979,080.6   (mgal)                       NAVD 88
 AJ0310
 AJ0310  VERT ORDER  -  SECOND    CLASS 0
 AJ0310
 AJ0310.The horizontal coordinates were scaled from a topographic map and have
 AJ0310.an estimated accuracy of +/- 6 seconds.
 AJ0310
 AJ0310.The orthometric height was determined by differential leveling
 AJ0310.and adjusted by the National Geodetic Survey in June 1991..
 AJ0310
 AJ0310.The geoid height was determined by GEOID03.
 AJ0310
 AJ0310.The dynamic height is computed by dividing the NAVD 88
 AJ0310.geopotential number by the normal gravity value computed on the
 AJ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0310.degrees latitude (g = 980.6199 gals.).
 AJ0310
 AJ0310.The modeled gravity was interpolated from observed gravity values.
 AJ0310
 AJ0310;                    North         East    Units  Estimated Accuracy
 AJ0310;SPC TX S     - 5,199,760.      335,990.      MT  (+/- 180 meters Scaled)
 AJ0310
 AJ0310                          SUPERSEDED SURVEY CONTROL
 AJ0310
 AJ0310  NGVD 29 (??/??/92)   52.23   (m)          171.4    (f) COMPUTED    2 0
 AJ0310
 AJ0310.Superseded values are not recommended for survey control.
 AJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0310.See file dsdata.txt to determine how the superseded data were derived.
 AJ0310
 AJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR853386(NAD 83)
 AJ0310_MARKER: DB = BENCH MARK DISK
 AJ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0310_STAMPING: T 600 1942
 AJ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0310+STABILITY: SURFACE MOTION
 AJ0310
 AJ0310  HISTORY     - Date     Condition        Report By
 AJ0310  HISTORY     - 1942     MONUMENTED       CGS
 AJ0310  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0310
 AJ0310                          STATION DESCRIPTION
 AJ0310
 AJ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0310'9.3 MI NW FROM PREMONT.
 AJ0310'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT.
 AJ0310'PROCEED 7.7 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0310'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 1.6 MILES
 AJ0310'WESTERLY ALONG THE TRACK ROAD TO THE SITE OF BENCH MARK.  BENCH MARK
 AJ0310'IS 30.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A
 AJ0310'4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT
 AJ0310'PROJECTS 0.3 FOOT.
 AJ0310
 AJ0310                          STATION RECOVERY (1962)
 AJ0310
 AJ0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1330 ***********************************************************************
 AN1330  DESIGNATION -  T 603
 AN1330  PID         -  AN1330
 AN1330  STATE/COUNTY-  TX/SAN PATRICIO
 AN1330  USGS QUAD   -  RINCON BEND (1979)
 AN1330
 AN1330                         *CURRENT SURVEY CONTROL
 AN1330  ___________________________________________________________________
 AN1330* NAD 83(1986)-  28 02 36.     (N)    097 21 28.     (W)     SCALED    
 AN1330* NAVD 88     -        12.00   (+/-2cm)      39.4    (feet)  VERTCON   
 AN1330  ___________________________________________________________________
 AN1330  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1330
 AN1330  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1330
 AN1330.The horizontal coordinates were scaled from a topographic map and have
 AN1330.an estimated accuracy of +/- 6 seconds.
 AN1330
 AN1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1330.The vertical order pertains to the NGVD 29 superseded value.
 AN1330
 AN1330.The geoid height was determined by GEOID03.
 AN1330
 AN1330;                    North         East    Units  Estimated Accuracy
 AN1330;SPC TX S     - 5,263,840.      412,310.      MT  (+/- 180 meters Scaled)
 AN1330
 AN1330                          SUPERSEDED SURVEY CONTROL
 AN1330
 AN1330  NGVD 29 (??/??/92)   12.17   (m)           39.9    (f) COMPUTED    2 0
 AN1330
 AN1330.Superseded values are not recommended for survey control.
 AN1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1330.See file dsdata.txt to determine how the superseded data were derived.
 AN1330
 AN1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS614030(NAD 83)
 AN1330_MARKER: DB = BENCH MARK DISK
 AN1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1330_STAMPING: T 603 1942
 AN1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1330+STABILITY: SURFACE MOTION
 AN1330
 AN1330  HISTORY     - Date     Condition        Report By
 AN1330  HISTORY     - 1942     MONUMENTED       CGS
 AN1330  HISTORY     - 1949     GOOD             NGS
 AN1330  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1330  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1330
 AN1330                          STATION DESCRIPTION
 AN1330
 AN1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1330'1.0 MI E FROM TAFT.
 AN1330'1.0 MILE EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT TAFT, SAN
 AN1330'PATRICIO COUNTY, 4.0 MILES NORTH ALONG ANOTHER COUNTY ROAD, AND 1.0
 AN1330'MILE EAST ALONG A PAVED COUNTY ROAD.  AT A ROAD INTERSECTION, 50 FEET
 AN1330'SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 30 FEET EAST OF THE
 AN1330'CENTERLINE OF THE CROSS ROAD, 16 FEET WEST OF THE EDGE OF A DRAINAGE
 AN1330'DITCH, 5 FEET SOUTH OF A POWERLINE POLE.  A STANDARD DISK, STAMPED T
 AN1330'603 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AN1330'FOOT ABOVE GROUND.
 AN1330
 AN1330                          STATION RECOVERY (1973)
 AN1330
 AN1330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1330'MARK NOT FOUND.
 AN1330
 AN1330                          STATION RECOVERY (1988)
 AN1330
 AN1330'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1314 ***********************************************************************
 AN1314  DESIGNATION -  T 604
 AN1314  PID         -  AN1314
 AN1314  STATE/COUNTY-  TX/REFUGIO
 AN1314  USGS QUAD   -  BAYSIDE (1979)
 AN1314
 AN1314                         *CURRENT SURVEY CONTROL
 AN1314  ___________________________________________________________________
 AN1314* NAD 83(1986)-  28 05 56.     (N)    097 12 41.     (W)     SCALED    
 AN1314* NAVD 88     -         5.51   (+/-2cm)      18.1    (feet)  VERTCON   
 AN1314  ___________________________________________________________________
 AN1314  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN1314
 AN1314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1314
 AN1314.The horizontal coordinates were scaled from a topographic map and have
 AN1314.an estimated accuracy of +/- 6 seconds.
 AN1314
 AN1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1314.The vertical order pertains to the NGVD 29 superseded value.
 AN1314
 AN1314.The geoid height was determined by GEOID03.
 AN1314
 AN1314;                    North         East    Units  Estimated Accuracy
 AN1314;SPC TXSC     - 4,030,780.      775,780.      MT  (+/- 180 meters Scaled)
 AN1314
 AN1314                          SUPERSEDED SURVEY CONTROL
 AN1314
 AN1314  NGVD 29 (??/??/92)    5.655  (m)           18.55   (f) ADJ UNCH    2 0
 AN1314
 AN1314.Superseded values are not recommended for survey control.
 AN1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1314.See file dsdata.txt to determine how the superseded data were derived.
 AN1314
 AN1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS757094(NAD 83)
 AN1314_MARKER: DB = BENCH MARK DISK
 AN1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1314_STAMPING: T 604 1942
 AN1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1314+STABILITY: SURFACE MOTION
 AN1314
 AN1314  HISTORY     - Date     Condition        Report By
 AN1314  HISTORY     - 1942     MONUMENTED       CGS
 AN1314  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1314  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1314  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1314
 AN1314                          STATION DESCRIPTION
 AN1314
 AN1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1314'IN BAYSIDE.
 AN1314'AT BAYSIDE, REFUGIO COUNTY, ON THE WOODSBORO ROAD, 150 FEET WEST OF
 AN1314'THE GRADE SCHOOL, 45 FEET WEST OF THE CENTERLINE OF THE ROAD AT THE
 AN1314'MIDDLE OF A SLIGHT S-CURVE, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 AN1314'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED T 604 1942
 AN1314'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE
 AN1314'GROUND.
 AN1314
 AN1314                          STATION RECOVERY (1974)
 AN1314
 AN1314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1314'MARK NOT FOUND.
 AN1314
 AN1314                          STATION RECOVERY (1994)
 AN1314
 AN1314'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1314'MARK NOT FOUND.
 AN1314
 AN1314                          STATION RECOVERY (1999)
 AN1314
 AN1314'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0155 ***********************************************************************
 AH0155  DESIGNATION -  T 605
 AH0155  PID         -  AH0155
 AH0155  STATE/COUNTY-  TX/SAN PATRICIO
 AH0155  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0155
 AH0155                         *CURRENT SURVEY CONTROL
 AH0155  ___________________________________________________________________
 AH0155* NAD 83(1986)-  27 51 11.     (N)    097 13 09.     (W)     SCALED    
 AH0155* NAVD 88     -         2.463  (meters)       8.08   (feet)  ADJUSTED  
 AH0155  ___________________________________________________________________
 AH0155  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0155  DYNAMIC HT  -           2.460 (meters)       8.07  (feet)  COMP
 AH0155  MODELED GRAV-     979,138.7   (mgal)                       NAVD 88
 AH0155
 AH0155  VERT ORDER  -  FIRST     CLASS I
 AH0155
 AH0155.The horizontal coordinates were scaled from a topographic map and have
 AH0155.an estimated accuracy of +/- 6 seconds.
 AH0155
 AH0155.The orthometric height was determined by differential leveling
 AH0155.and adjusted by the National Geodetic Survey in December 1997..
 AH0155.WARNING-Repeat measurements at this control monument indicate possible
 AH0155.vertical movement.
 AH0155
 AH0155.The geoid height was determined by GEOID03.
 AH0155
 AH0155.The dynamic height is computed by dividing the NAVD 88
 AH0155.geopotential number by the normal gravity value computed on the
 AH0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0155.degrees latitude (g = 980.6199 gals.).
 AH0155
 AH0155.The modeled gravity was interpolated from observed gravity values.
 AH0155
 AH0155;                    North         East    Units  Estimated Accuracy
 AH0155;SPC TX S     - 5,242,880.      426,150.      MT  (+/- 180 meters Scaled)
 AH0155
 AH0155                          SUPERSEDED SURVEY CONTROL
 AH0155
 AH0155  NAVD 88 (06/15/91)    2.470  (m)            8.10   (f) UNKNOWN     1 1
 AH0155  NGVD 29 (??/??/92)    2.654  (m)            8.71   (f) ADJ UNCH    1 1
 AH0155
 AH0155.Superseded values are not recommended for survey control.
 AH0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0155.See file dsdata.txt to determine how the superseded data were derived.
 AH0155
 AH0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR753821(NAD 83)
 AH0155_MARKER: DB = BENCH MARK DISK
 AH0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0155_STAMPING: T 605 1942
 AH0155_MARK LOGO: CGS   
 AH0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0155+STABILITY: SURFACE MOTION
 AH0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0155+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0155
 AH0155  HISTORY     - Date     Condition        Report By
 AH0155  HISTORY     - 1942     MONUMENTED       CGS
 AH0155  HISTORY     - 1959     GOOD             NGS
 AH0155  HISTORY     - 1977     GOOD             NGS
 AH0155  HISTORY     - 1978     GOOD             NGS
 AH0155  HISTORY     - 1984     GOOD             USPSQD
 AH0155  HISTORY     - 1987     GOOD             USPSQD
 AH0155  HISTORY     - 1989     GOOD             USPSQD
 AH0155  HISTORY     - 1989     GOOD             USPSQD
 AH0155  HISTORY     - 19950610 GOOD             USPSQD
 AH0155  HISTORY     - 19970203 GOOD             NGS
 AH0155
 AH0155                          STATION DESCRIPTION
 AH0155
 AH0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0155'2.0 MI S FROM INGLESIDE.
 AH0155'ABOUT 2.0 MILES SOUTH ALONG FARM ROAD 1069 FROM THE POSTOFFICE AT
 AH0155'INGLESIDE, ON THE OUTSIDE OF A CURVE, 50 FEET WEST OF THE CENTER LINE
 AH0155'OF THE ROAD, 89 FEET SOUTH OF THE CENTER OF A GATE, 5 FEET SOUTH OF A
 AH0155'POWER POLE, 1 FOOT EAST OF A FENCE, 0.8 FEET WEST OF A METAL WITNESS
 AH0155'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 AH0155'CONCRETE POST PROJECTING 4 INCHES.
 AH0155
 AH0155                          STATION RECOVERY (1977)
 AH0155
 AH0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0155'RECOVERED IN GOOD CONDITION.
 AH0155
 AH0155                          STATION RECOVERY (1978)
 AH0155
 AH0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0155'2.0 MILES SOUTH ALONG FARM ROAD 1069 FROM THE JUNCTION WITH MAIN
 AH0155'STREET (OLD FARM ROAD 632) AT INGLESIDE, ON THE OUTSIDE OF A CURVE,
 AH0155'50 FEET WEST OF CENTERLINE OF ROAD, 1 FOOT EAST OF A FENCE LINE.
 AH0155
 AH0155                          STATION RECOVERY (1984)
 AH0155
 AH0155'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0155'RECOVERED IN GOOD CONDITION.
 AH0155
 AH0155                          STATION RECOVERY (1987)
 AH0155
 AH0155'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0155'RECOVERED IN GOOD CONDITION.
 AH0155
 AH0155                          STATION RECOVERY (1989)
 AH0155
 AH0155'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0155'RECOVERED IN GOOD CONDITION.
 AH0155
 AH0155                          STATION RECOVERY (1989)
 AH0155
 AH0155'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0155'RECOVERED IN GOOD CONDITION.
 AH0155
 AH0155                          STATION RECOVERY (1995)
 AH0155
 AH0155'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0155'RECOVERED IN GOOD CONDITION.
 AH0155
 AH0155                          STATION RECOVERY (1997)
 AH0155
 AH0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0155'3.4 KM (2.10 MI) SOUTHERLY ALONG FARM ROAD 1069 (MAIN STREET) FROM THE
 AH0155'JUNCTION OF STATE HIGHWAY 361 IN INGLESIDE, 49.7 M (163.1 FT) SOUTH OF
 AH0155'THE EXTENDED CENTER OF SHARON STREET, 10.6 M (34.8 FT) WEST OF THE
 AH0155'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT)
 AH0155'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A UTILITY
 AH0155'POLE, 0.2 M (0.7 FT) WEST OF A WITNESS POST, 0.1 M (0.3 FT) EAST OF A
 AH0155'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0866 ***********************************************************************
 AH0866  DESIGNATION -  T 607
 AH0866  PID         -  AH0866
 AH0866  STATE/COUNTY-  TX/NUECES
 AH0866  USGS QUAD   -  CONCORDIA (1975)
 AH0866
 AH0866                         *CURRENT SURVEY CONTROL
 AH0866  ___________________________________________________________________
 AH0866* NAD 83(1986)-  27 34 32.     (N)    097 37 51.     (W)     SCALED    
 AH0866* NAVD 88     -        10.481  (meters)      34.39   (feet)  ADJUSTED  
 AH0866  ___________________________________________________________________
 AH0866  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH0866  DYNAMIC HT  -          10.465 (meters)      34.33  (feet)  COMP
 AH0866  MODELED GRAV-     979,111.4   (mgal)                       NAVD 88
 AH0866
 AH0866  VERT ORDER  -  SECOND    CLASS 0
 AH0866
 AH0866.The horizontal coordinates were scaled from a topographic map and have
 AH0866.an estimated accuracy of +/- 6 seconds.
 AH0866
 AH0866.The orthometric height was determined by differential leveling
 AH0866.and adjusted by the National Geodetic Survey in June 1991..
 AH0866.WARNING-Repeat measurements at this control monument indicate possible
 AH0866.vertical movement.
 AH0866
 AH0866.The geoid height was determined by GEOID03.
 AH0866
 AH0866.The dynamic height is computed by dividing the NAVD 88
 AH0866.geopotential number by the normal gravity value computed on the
 AH0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0866.degrees latitude (g = 980.6199 gals.).
 AH0866
 AH0866.The modeled gravity was interpolated from observed gravity values.
 AH0866
 AH0866;                    North         East    Units  Estimated Accuracy
 AH0866;SPC TX S     - 5,211,790.      385,820.      MT  (+/- 180 meters Scaled)
 AH0866
 AH0866                          SUPERSEDED SURVEY CONTROL
 AH0866
 AH0866  NGVD 29 (??/??/92)   10.601  (m)           34.78   (f) ADJ UNCH    2 0
 AH0866
 AH0866.Superseded values are not recommended for survey control.
 AH0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0866.See file dsdata.txt to determine how the superseded data were derived.
 AH0866
 AH0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR351509(NAD 83)
 AH0866_MARKER: DB = BENCH MARK DISK
 AH0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0866_STAMPING: T 607 1942
 AH0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0866+STABILITY: SURFACE MOTION
 AH0866
 AH0866  HISTORY     - Date     Condition        Report By
 AH0866  HISTORY     - 1942     MONUMENTED       CGS
 AH0866  HISTORY     - 1951     GOOD             NGS
 AH0866  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0866
 AH0866                          STATION DESCRIPTION
 AH0866
 AH0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0866'10.8 MI E FROM BISHOP.
 AH0866'3.0 MILES EAST ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT BISHOP,
 AH0866'THENCE 1.0 MILE NORTH ALONG AN ASPHALT  ROAD, THENCE 6.8 MILES EAST
 AH0866'ALONG AN ASPHALT ROAD, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 AH0866'AT A JUNCTION WITH A DIRT ROAD LEADING SOUTH, 46 FEET SOUTH OF THE
 AH0866'CENTER LINE OF THE EAST AND WEST ROAD, 26 FEET EAST OF THE CENTER LINE
 AH0866'OF THE ROAD LEADING SOUTH, 19 FEET EAST OF A NORTH AND SOUTH FENCE,
 AH0866'2.2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AH0866'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AH0866
 AH0866                          STATION RECOVERY (1969)
 AH0866
 AH0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0372 ***********************************************************************
 AH0372  DESIGNATION -  T 608
 AH0372  PID         -  AH0372
 AH0372  STATE/COUNTY-  TX/NUECES
 AH0372  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0372
 AH0372                         *CURRENT SURVEY CONTROL
 AH0372  ___________________________________________________________________
 AH0372* NAD 83(1986)-  27 35 12.     (N)    097 27 12.     (W)     SCALED    
 AH0372* NAVD 88     -         7.481  (meters)      24.54   (feet)  ADJUSTED  
 AH0372  ___________________________________________________________________
 AH0372  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH0372  DYNAMIC HT  -           7.470 (meters)      24.51  (feet)  COMP
 AH0372  MODELED GRAV-     979,119.0   (mgal)                       NAVD 88
 AH0372
 AH0372  VERT ORDER  -  SECOND    CLASS 0
 AH0372
 AH0372.The horizontal coordinates were scaled from a topographic map and have
 AH0372.an estimated accuracy of +/- 6 seconds.
 AH0372
 AH0372.The orthometric height was determined by differential leveling
 AH0372.and adjusted by the National Geodetic Survey in June 1991..
 AH0372.WARNING-Repeat measurements at this control monument indicate possible
 AH0372.vertical movement.
 AH0372
 AH0372.The geoid height was determined by GEOID03.
 AH0372
 AH0372.The dynamic height is computed by dividing the NAVD 88
 AH0372.geopotential number by the normal gravity value computed on the
 AH0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0372.degrees latitude (g = 980.6199 gals.).
 AH0372
 AH0372.The modeled gravity was interpolated from observed gravity values.
 AH0372
 AH0372;                    North         East    Units  Estimated Accuracy
 AH0372;SPC TX S     - 5,213,150.      403,340.      MT  (+/- 180 meters Scaled)
 AH0372
 AH0372                          SUPERSEDED SURVEY CONTROL
 AH0372
 AH0372  NGVD 29 (??/??/92)    7.632  (m)           25.04   (f) ADJ UNCH    2 0
 AH0372
 AH0372.Superseded values are not recommended for survey control.
 AH0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0372.See file dsdata.txt to determine how the superseded data were derived.
 AH0372
 AH0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR526523(NAD 83)
 AH0372_MARKER: DB = BENCH MARK DISK
 AH0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0372_SP_SET: CULVERT
 AH0372_STAMPING: T 608 1942
 AH0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0372
 AH0372  HISTORY     - Date     Condition        Report By
 AH0372  HISTORY     - 1942     MONUMENTED       CGS
 AH0372  HISTORY     - 1951     GOOD             NGS
 AH0372  HISTORY     - 1966     GOOD             BOR
 AH0372  HISTORY     - 1984     GOOD             USPSQD
 AH0372  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0372  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0372
 AH0372                          STATION DESCRIPTION
 AH0372
 AH0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0372'0.1 MI S FROM CHAPMAN.
 AH0372'0.1 MILE SOUTH ALONG STATE HIGHWAY 286 FROM THE HEADQUARTERS AT
 AH0372'CHAPMAN RANCH, AT THE END OF STATE HIGHWAY 286, 35 FEET NORTH OF THE
 AH0372'CENTER LINE OF AN EAST AND WEST ROAD, 19.3 FEET EAST OF THE CENTER
 AH0372'LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST HEADWALL OF A CONCRETE
 AH0372'CULVERT.
 AH0372
 AH0372                          STATION RECOVERY (1966)
 AH0372
 AH0372'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0372'RECOVERED IN GOOD CONDITION.
 AH0372
 AH0372                          STATION RECOVERY (1984)
 AH0372
 AH0372'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0372'RECOVERED IN GOOD CONDITION.
 AH0372
 AH0372                          STATION RECOVERY (1991)
 AH0372
 AH0372'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0372'MARK NOT FOUND.
 AH0372
 AH0372                          STATION RECOVERY (2001)
 AH0372
 AH0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0372'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1111 ***********************************************************************
 AE1111  DESIGNATION -  T 61
 AE1111  PID         -  AE1111
 AE1111  STATE/COUNTY-  TX/ZAPATA
 AE1111  USGS QUAD   -  BECKWITH ARM (1980)
 AE1111
 AE1111                         *CURRENT SURVEY CONTROL
 AE1111  ___________________________________________________________________
 AE1111* NAD 83(1986)-  26 40 22.     (N)    099 10 10.     (W)     SCALED    
 AE1111* NAVD 88     -        72.969  (meters)     239.40   (feet)  POSTED    
 AE1111  ___________________________________________________________________
 AE1111  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AE1111  DYNAMIC HT  -          72.850 (meters)     239.01  (feet)  COMP
 AE1111  MODELED GRAV-     979,024.8   (mgal)                       NAVD 88
 AE1111
 AE1111  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE1111
 AE1111.The horizontal coordinates were scaled from a topographic map and have
 AE1111.an estimated accuracy of +/- 6 seconds.
 AE1111
 AE1111.The orthometric height was determined by differential leveling
 AE1111.and adjusted by the National Geodetic Survey in 1992..
 AE1111.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE1111.rate of 0.0 thru 1.0 mm/km.
 AE1111
 AE1111.The geoid height was determined by GEOID03.
 AE1111
 AE1111.The dynamic height is computed by dividing the NAVD 88
 AE1111.geopotential number by the normal gravity value computed on the
 AE1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1111.degrees latitude (g = 980.6199 gals.).
 AE1111
 AE1111.The modeled gravity was interpolated from observed gravity values.
 AE1111
 AE1111;                    North         East    Units  Estimated Accuracy
 AE1111;SPC TX S     - 5,111,650.      233,370.      MT  (+/- 180 meters Scaled)
 AE1111
 AE1111                          SUPERSEDED SURVEY CONTROL
 AE1111
 AE1111.No superseded survey control is available for this station.
 AE1111
 AE1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ831502(NAD 83)
 AE1111_MARKER: DB = BENCH MARK DISK
 AE1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1111_STAMPING: T 61 1918 ELEV 239.560 FT
 AE1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1111+STABILITY: SURFACE MOTION
 AE1111
 AE1111  HISTORY     - Date     Condition        Report By
 AE1111  HISTORY     - 1918     MONUMENTED       CGS
 AE1111  HISTORY     - 1956     MARK NOT FOUND   NGS
 AE1111
 AE1111                          STATION DESCRIPTION
 AE1111
 AE1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1111'19.4 MI NW FROM ROMA.
 AE1111'ABOUT 2 MILES SOUTH OF LOPENO, ZAPATA CO., NEAR THE THIRD TELEGRAPH
 AE1111'POLE NORTH OF EL TIGRE ARROYO, ON THE NORTH SIDE OF THE MILITARY ROAD
 AE1111'AND 2.5 METERS FROM THE FENCE.  A CONCRETE POST WITH DISK IN TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0415 ***********************************************************************
 AH0415  DESIGNATION -  T 610
 AH0415  PID         -  AH0415
 AH0415  STATE/COUNTY-  TX/NUECES
 AH0415  USGS QUAD   -  PITA ISLAND (1975)
 AH0415
 AH0415                         *CURRENT SURVEY CONTROL
 AH0415  ___________________________________________________________________
 AH0415* NAD 83(1986)-  27 35 03.     (N)    097 19 00.     (W)     SCALED    
 AH0415* NAVD 88     -         3.136  (meters)      10.29   (feet)  ADJUSTED  
 AH0415  ___________________________________________________________________
 AH0415  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AH0415  DYNAMIC HT  -           3.132 (meters)      10.28  (feet)  COMP
 AH0415  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 AH0415
 AH0415  VERT ORDER  -  SECOND    CLASS 0
 AH0415
 AH0415.The horizontal coordinates were scaled from a topographic map and have
 AH0415.an estimated accuracy of +/- 6 seconds.
 AH0415
 AH0415.The orthometric height was determined by differential leveling
 AH0415.and adjusted by the National Geodetic Survey in June 1991..
 AH0415
 AH0415.The geoid height was determined by GEOID03.
 AH0415
 AH0415.The dynamic height is computed by dividing the NAVD 88
 AH0415.geopotential number by the normal gravity value computed on the
 AH0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0415.degrees latitude (g = 980.6199 gals.).
 AH0415
 AH0415.The modeled gravity was interpolated from observed gravity values.
 AH0415
 AH0415;                    North         East    Units  Estimated Accuracy
 AH0415;SPC TX S     - 5,212,990.      416,830.      MT  (+/- 180 meters Scaled)
 AH0415
 AH0415                          SUPERSEDED SURVEY CONTROL
 AH0415
 AH0415  NGVD 29 (??/??/92)    3.284  (m)           10.77   (f) ADJ UNCH    2 0
 AH0415
 AH0415.Superseded values are not recommended for survey control.
 AH0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0415.See file dsdata.txt to determine how the superseded data were derived.
 AH0415
 AH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR661522(NAD 83)
 AH0415_MARKER: DB = BENCH MARK DISK
 AH0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0415_STAMPING: T 610 1942
 AH0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0415+STABILITY: SURFACE MOTION
 AH0415
 AH0415  HISTORY     - Date     Condition        Report By
 AH0415  HISTORY     - 1942     MONUMENTED       CGS
 AH0415  HISTORY     - 1949     GOOD             NGS
 AH0415  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0415
 AH0415                          STATION DESCRIPTION
 AH0415
 AH0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0415'1.2 MI S FROM CORPUS CHRISTI.
 AH0415'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0415'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0415'SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST ALONG LEXINGTON
 AH0415'BOULEVARD (STATE HIGHWAY 358), THENCE 4.4 MILES SOUTHWEST ALONG A ROAD
 AH0415'LEADING TO OUTLYING FIELD 40 (WALDRON FIELD) VIA FLOUR BLUFF SCHOOL TO
 AH0415'THE NORTH GATE OF THE LAURELES DIVISION OF KING RANCH, AND THENCE 2.6
 AH0415'MILES SOUTH ALONG A ROAD.  40 FEET WEST OF AND ABOUT LEVEL WITH THE
 AH0415'CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A POLE, AND 3 FEET NORTH OF A
 AH0415'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T 610 1942 AND
 AH0415'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 0.5 FOOT
 AH0415'ABOVE GROUND.  NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE SOUTH
 AH0415'GATE TO CORPUS CHRISTI NAVAL AIR STATION BY GOING 0.6 MILE SOUTHWEST
 AH0415'ALONG STATE HIGHWAY 358, THENCE 4.4 MILES SOUTHWEST ALONG WALDRON
 AH0415'FIELD ROAD TO THE NORTH GATE OF THE LAURELES DIVISION OF KING RANCH,
 AH0415'AND THENCE 2.6 MILES SOUTH ALONG A ROAD.
 AH0415
 AH0415                          STATION RECOVERY (2001)
 AH0415
 AH0415'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0990 ***********************************************************************
 AH0990  DESIGNATION -  T 611
 AH0990  PID         -  AH0990
 AH0990  STATE/COUNTY-  TX/KLEBERG
 AH0990  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH0990
 AH0990                         *CURRENT SURVEY CONTROL
 AH0990  ___________________________________________________________________
 AH0990* NAD 83(1986)-  27 34 05.     (N)    097 56 14.     (W)     SCALED    
 AH0990* NAVD 88     -        31.186  (meters)     102.32   (feet)  ADJUSTED  
 AH0990  ___________________________________________________________________
 AH0990  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AH0990  DYNAMIC HT  -          31.138 (meters)     102.16  (feet)  COMP
 AH0990  MODELED GRAV-     979,092.6   (mgal)                       NAVD 88
 AH0990
 AH0990  VERT ORDER  -  SECOND    CLASS 0
 AH0990
 AH0990.The horizontal coordinates were scaled from a topographic map and have
 AH0990.an estimated accuracy of +/- 6 seconds.
 AH0990
 AH0990.The orthometric height was determined by differential leveling
 AH0990.and adjusted by the National Geodetic Survey in June 1991..
 AH0990
 AH0990.The geoid height was determined by GEOID03.
 AH0990
 AH0990.The dynamic height is computed by dividing the NAVD 88
 AH0990.geopotential number by the normal gravity value computed on the
 AH0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0990.degrees latitude (g = 980.6199 gals.).
 AH0990
 AH0990.The modeled gravity was interpolated from observed gravity values.
 AH0990
 AH0990;                    North         East    Units  Estimated Accuracy
 AH0990;SPC TX S     - 5,210,790.      355,570.      MT  (+/- 180 meters Scaled)
 AH0990
 AH0990                          SUPERSEDED SURVEY CONTROL
 AH0990
 AH0990  NGVD 29 (??/??/92)   31.278  (m)          102.62   (f) ADJ UNCH    2 0
 AH0990
 AH0990.Superseded values are not recommended for survey control.
 AH0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0990.See file dsdata.txt to determine how the superseded data were derived.
 AH0990
 AH0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR049498(NAD 83)
 AH0990_MARKER: DB = BENCH MARK DISK
 AH0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0990_STAMPING: T 611 1942
 AH0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0990+STABILITY: SURFACE MOTION
 AH0990
 AH0990  HISTORY     - Date     Condition        Report By
 AH0990  HISTORY     - 1942     MONUMENTED       CGS
 AH0990  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0990
 AH0990                          STATION DESCRIPTION
 AH0990
 AH0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0990'5.7 MI NW FROM KINGSVILLE.
 AH0990'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE. PROCEED
 AH0990'3.2 MILES ALONG STATE HIGHWAY NO. 141.  THENCE NORTHWESTERLY ALONG
 AH0990'RANCH ROAD 1.4 MILES.  THENCE GO NORTH ALONG FENCE LINE 1.1 MILE MILES
 AH0990'TO SITE OF BENCH MARK.  BENCH MARK IS ON FENCE LINE RUNNING NORTH AND
 AH0990'SOUTH ON EAST SIDE OF THE LAKE ABOUT 0.15 MILE NORTH OF TRANQUITAS
 AH0990'CREEK, IT IS 15.0 FEET WEST OF RANCH ROAD, 4.0 FEET SOUTH OF 4 X 4
 AH0990'WOODEN MARKER POST AND THE MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AH0990
 AH0990                          STATION RECOVERY (1975)
 AH0990
 AH0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0636 ***********************************************************************
 AH0636  DESIGNATION -  T 612
 AH0636  PID         -  AH0636
 AH0636  STATE/COUNTY-  TX/KLEBERG
 AH0636  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0636
 AH0636                         *CURRENT SURVEY CONTROL
 AH0636  ___________________________________________________________________
 AH0636* NAD 83(1986)-  27 29 33.     (N)    097 57 08.     (W)     SCALED    
 AH0636* NAVD 88     -        27.747  (meters)      91.03   (feet)  ADJUSTED  
 AH0636  ___________________________________________________________________
 AH0636  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH0636  DYNAMIC HT  -          27.704 (meters)      90.89  (feet)  COMP
 AH0636  MODELED GRAV-     979,089.9   (mgal)                       NAVD 88
 AH0636
 AH0636  VERT ORDER  -  SECOND    CLASS 0
 AH0636
 AH0636.The horizontal coordinates were scaled from a topographic map and have
 AH0636.an estimated accuracy of +/- 6 seconds.
 AH0636
 AH0636.The orthometric height was determined by differential leveling
 AH0636.and adjusted by the National Geodetic Survey in June 1991..
 AH0636
 AH0636.The geoid height was determined by GEOID03.
 AH0636
 AH0636.The dynamic height is computed by dividing the NAVD 88
 AH0636.geopotential number by the normal gravity value computed on the
 AH0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0636.degrees latitude (g = 980.6199 gals.).
 AH0636
 AH0636.The modeled gravity was interpolated from observed gravity values.
 AH0636
 AH0636;                    North         East    Units  Estimated Accuracy
 AH0636;SPC TX S     - 5,202,410.      354,130.      MT  (+/- 180 meters Scaled)
 AH0636
 AH0636                          SUPERSEDED SURVEY CONTROL
 AH0636
 AH0636  NGVD 29 (??/??/92)   27.839  (m)           91.34   (f) ADJ UNCH    2 0
 AH0636
 AH0636.Superseded values are not recommended for survey control.
 AH0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0636.See file dsdata.txt to determine how the superseded data were derived.
 AH0636
 AH0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR035414(NAD 83)
 AH0636_MARKER: DB = BENCH MARK DISK
 AH0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0636_STAMPING: T 612 1942
 AH0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0636+STABILITY: SURFACE MOTION
 AH0636
 AH0636  HISTORY     - Date     Condition        Report By
 AH0636  HISTORY     - 1942     MONUMENTED       CGS
 AH0636  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0636
 AH0636                          STATION DESCRIPTION
 AH0636
 AH0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0636'7.0 MI SW FROM KINGSVILLE.
 AH0636'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH0636'PROCEED WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141.  THENCE GO
 AH0636'SOUTHERLY 3.8 MILES ALONG RANCH ROAD TO SITE OF BENCH MARK.  BENCH
 AH0636'MARK IS ON FENCE LINE RUNNING WEST FROM GATE ACROSS RANCH ROAD, 20.0
 AH0636'FEET WEST OF WOODEN GATE, 0.6 FOOT SOUTH OF WOVEN WIRE FENCE, 35.0
 AH0636'FEET WEST OF NORTHWEST CORNER OF PLOWED FIELD.  IT IS 3.0 FEET EAST OF
 AH0636'4 X 4 INCH WOODEN MARKER POST AND MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AH0636'NOTE-- 1954 USGS REPORT-- NOT FOUND.  BULLDOZER HAD BEEN WORKING IN
 AH0636'IMMEDIATE AREA AND GROUND WAS DISTURBED TO DEPTH OF 1.5 FT., BUT NO
 AH0636'TRACE OF BENCH MARK SEEN.
 AH0636
 AH0636                          STATION RECOVERY (1975)
 AH0636
 AH0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0702 ***********************************************************************
 AH0702  DESIGNATION -  T 615
 AH0702  PID         -  AH0702
 AH0702  STATE/COUNTY-  TX/KENEDY
 AH0702  USGS QUAD   -  SARITA SW (1979)
 AH0702
 AH0702                         *CURRENT SURVEY CONTROL
 AH0702  ___________________________________________________________________
 AH0702* NAD 83(1986)-  27 04 19.     (N)    097 56 35.     (W)     SCALED    
 AH0702* NAVD 88     -        18.628  (meters)      61.12   (feet)  ADJUSTED  
 AH0702  ___________________________________________________________________
 AH0702  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AH0702  DYNAMIC HT  -          18.598 (meters)      61.02  (feet)  COMP
 AH0702  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 AH0702
 AH0702  VERT ORDER  -  SECOND    CLASS 0
 AH0702
 AH0702.The horizontal coordinates were scaled from a topographic map and have
 AH0702.an estimated accuracy of +/- 6 seconds.
 AH0702
 AH0702.The orthometric height was determined by differential leveling
 AH0702.and adjusted by the National Geodetic Survey in June 1991..
 AH0702
 AH0702.The geoid height was determined by GEOID03.
 AH0702
 AH0702.The dynamic height is computed by dividing the NAVD 88
 AH0702.geopotential number by the normal gravity value computed on the
 AH0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0702.degrees latitude (g = 980.6199 gals.).
 AH0702
 AH0702.The modeled gravity was interpolated from observed gravity values.
 AH0702
 AH0702;                    North         East    Units  Estimated Accuracy
 AH0702;SPC TX S     - 5,155,820.      355,240.      MT  (+/- 180 meters Scaled)
 AH0702
 AH0702                          SUPERSEDED SURVEY CONTROL
 AH0702
 AH0702  NGVD 29 (??/??/92)   18.728  (m)           61.44   (f) ADJ UNCH    2 0
 AH0702
 AH0702.Superseded values are not recommended for survey control.
 AH0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0702.See file dsdata.txt to determine how the superseded data were derived.
 AH0702
 AH0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ048948(NAD 83)
 AH0702_MARKER: DB = BENCH MARK DISK
 AH0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0702_STAMPING: T 615 1942
 AH0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0702+STABILITY: SURFACE MOTION
 AH0702
 AH0702  HISTORY     - Date     Condition        Report By
 AH0702  HISTORY     - 1942     MONUMENTED       CGS
 AH0702  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0702
 AH0702                          STATION DESCRIPTION
 AH0702
 AH0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0702'15.2 MI FROM SARITA.
 AH0702'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SARITA--
 AH0702'PROCEED 15.2 MILES SOUTHWESTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AH0702'BENCH MARK.  BENCH MARK IS 13.2 (STADIA) MILES EAST OF THE SOUTHERN
 AH0702'PACIFIC RAILROAD STATION AT BARROSO, ABOUT 0.2 MILE WEST OF THE
 AH0702'GUAJOLOTE MILL ON THE MARIPOSA RANCH AND 20.0 FEET SOUTH OF AND ABOUT
 AH0702'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 6.0 FEET
 AH0702'NORTH OF A SMALL MESQUITE TREE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AH0702'MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AH0702
 AH0702                          STATION RECOVERY (1975)
 AH0702
 AH0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0235 ***********************************************************************
 AE0235  DESIGNATION -  T 616
 AE0235  PID         -  AE0235
 AE0235  STATE/COUNTY-  TX/BROOKS
 AE0235  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE0235
 AE0235                         *CURRENT SURVEY CONTROL
 AE0235  ___________________________________________________________________
 AE0235* NAD 83(1986)-  26 57 10.     (N)    098 07 26.     (W)     SCALED    
 AE0235* NAVD 88     -        38.879  (meters)     127.56   (feet)  ADJUSTED  
 AE0235  ___________________________________________________________________
 AE0235  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AE0235  DYNAMIC HT  -          38.817 (meters)     127.35  (feet)  COMP
 AE0235  MODELED GRAV-     979,053.3   (mgal)                       NAVD 88
 AE0235
 AE0235  VERT ORDER  -  SECOND    CLASS 0
 AE0235
 AE0235.The horizontal coordinates were scaled from a topographic map and have
 AE0235.an estimated accuracy of +/- 6 seconds.
 AE0235
 AE0235.The orthometric height was determined by differential leveling
 AE0235.and adjusted by the National Geodetic Survey in June 1991..
 AE0235
 AE0235.The geoid height was determined by GEOID03.
 AE0235
 AE0235.The dynamic height is computed by dividing the NAVD 88
 AE0235.geopotential number by the normal gravity value computed on the
 AE0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0235.degrees latitude (g = 980.6199 gals.).
 AE0235
 AE0235.The modeled gravity was interpolated from observed gravity values.
 AE0235
 AE0235;                    North         East    Units  Estimated Accuracy
 AE0235;SPC TX S     - 5,142,550.      337,340.      MT  (+/- 180 meters Scaled)
 AE0235
 AE0235                          SUPERSEDED SURVEY CONTROL
 AE0235
 AE0235  NGVD 29 (??/??/92)   38.98   (m)          127.9    (f) COMPUTED    2 0
 AE0235
 AE0235.Superseded values are not recommended for survey control.
 AE0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0235.See file dsdata.txt to determine how the superseded data were derived.
 AE0235
 AE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ869815(NAD 83)
 AE0235_MARKER: DB = BENCH MARK DISK
 AE0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0235_STAMPING: T 616 1942
 AE0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0235+STABILITY: SURFACE MOTION
 AE0235
 AE0235  HISTORY     - Date     Condition        Report By
 AE0235  HISTORY     - 1942     MONUMENTED       CGS
 AE0235  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0235
 AE0235                          STATION DESCRIPTION
 AE0235
 AE0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0235'1.2 MI NE FROM ENCINO.
 AE0235'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AE0235'U.S. HIGHWAY NO. 281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AE0235'THENCE GO 0.8 MILE EASTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AE0235'MARK.  BENCH MARK IS ABOUT 0.3 MILE NORTHEAST OF FOREMANS HOUSE FOR
 AE0235'KING RANCH, 36.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0235'CENTERLINE OF THE ROAD.  IT SI 14.0 FEET SOUTH OF A LARGE MESQUITE
 AE0235'TREE AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT
 AE0235'PROJECTS 0.4 FOOT.
 AE0235
 AE0235                          STATION RECOVERY (1962)
 AE0235
 AE0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1089 ***********************************************************************
 AB1089  DESIGNATION -  T 617
 AB1089  PID         -  AB1089
 AB1089  STATE/COUNTY-  TX/KENEDY
 AB1089  USGS QUAD   -  ARMSTRONG (1982)
 AB1089
 AB1089                         *CURRENT SURVEY CONTROL
 AB1089  ___________________________________________________________________
 AB1089* NAD 83(1986)-  26 55 22.     (N)    097 48 35.     (W)     SCALED    
 AB1089* NAVD 88     -         7.697  (meters)      25.25   (feet)  ADJUSTED  
 AB1089  ___________________________________________________________________
 AB1089  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AB1089  DYNAMIC HT  -           7.685 (meters)      25.21  (feet)  COMP
 AB1089  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 AB1089
 AB1089  VERT ORDER  -  FIRST     CLASS II
 AB1089
 AB1089.The horizontal coordinates were scaled from a topographic map and have
 AB1089.an estimated accuracy of +/- 6 seconds.
 AB1089
 AB1089.The orthometric height was determined by differential leveling
 AB1089.and adjusted by the National Geodetic Survey in June 1991..
 AB1089
 AB1089.The geoid height was determined by GEOID03.
 AB1089
 AB1089.The dynamic height is computed by dividing the NAVD 88
 AB1089.geopotential number by the normal gravity value computed on the
 AB1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1089.degrees latitude (g = 980.6199 gals.).
 AB1089
 AB1089.The modeled gravity was interpolated from observed gravity values.
 AB1089
 AB1089;                    North         East    Units  Estimated Accuracy
 AB1089;SPC TX S     - 5,139,350.      368,550.      MT  (+/- 180 meters Scaled)
 AB1089
 AB1089                          SUPERSEDED SURVEY CONTROL
 AB1089
 AB1089  NGVD 29 (??/??/92)    7.78   (m)           25.5    (f) COMPUTED    1 2
 AB1089
 AB1089.Superseded values are not recommended for survey control.
 AB1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1089.See file dsdata.txt to determine how the superseded data were derived.
 AB1089
 AB1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ181784(NAD 83)
 AB1089_MARKER: DB = BENCH MARK DISK
 AB1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1089_STAMPING: T 617 1942
 AB1089_MARK LOGO: CGS   
 AB1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1089+STABILITY: SURFACE MOTION
 AB1089
 AB1089  HISTORY     - Date     Condition        Report By
 AB1089  HISTORY     - 1942     MONUMENTED       CGS
 AB1089  HISTORY     - 1951     GOOD             NGS
 AB1089  HISTORY     - 1981     GOOD             NGS
 AB1089
 AB1089                          STATION DESCRIPTION
 AB1089
 AB1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1089'1.1 MI W FROM ARMSTRONG.
 AB1089'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1089'PROCEED 1.1 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1089'MARK.  BENCH MARK IS ABOUT 400.0 FEET NORTH OF A FENCE CORNER, 10.0
 AB1089'FEET NORTH OF THE CENTER OF WOODEN GATE ACROSS ROAD, 3.0 FEET SOUTH OF
 AB1089'A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT EAST OF FENCE, THE MONUMENT
 AB1089'PROJECTS 0.7 FOOT.
 AB1089
 AB1089                          STATION RECOVERY (1951)
 AB1089
 AB1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB1089'RECOVERED IN GOOD CONDITION.
 AB1089
 AB1089                          STATION RECOVERY (1981)
 AB1089
 AB1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1089'RECOVERED THIS DATE, INACCESSIBLE TO OUR LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0093 ***********************************************************************
 AE0093  DESIGNATION -  T 618
 AE0093  PID         -  AE0093
 AE0093  STATE/COUNTY-  TX/HIDALGO
 AE0093  USGS QUAD   -  LINN NE (1982)
 AE0093
 AE0093                         *CURRENT SURVEY CONTROL
 AE0093  ___________________________________________________________________
 AE0093* NAD 83(1986)-  26 44 15.     (N)    098 02 39.     (W)     SCALED    
 AE0093* NAVD 88     -        17.145  (meters)      56.25   (feet)  ADJUSTED  
 AE0093  ___________________________________________________________________
 AE0093  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AE0093  DYNAMIC HT  -          17.117 (meters)      56.16  (feet)  COMP
 AE0093  MODELED GRAV-     979,049.5   (mgal)                       NAVD 88
 AE0093
 AE0093  VERT ORDER  -  SECOND    CLASS 0
 AE0093
 AE0093.The horizontal coordinates were scaled from a topographic map and have
 AE0093.an estimated accuracy of +/- 6 seconds.
 AE0093
 AE0093.The orthometric height was determined by differential leveling
 AE0093.and adjusted by the National Geodetic Survey in June 1991..
 AE0093
 AE0093.The geoid height was determined by GEOID03.
 AE0093
 AE0093.The dynamic height is computed by dividing the NAVD 88
 AE0093.geopotential number by the normal gravity value computed on the
 AE0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0093.degrees latitude (g = 980.6199 gals.).
 AE0093
 AE0093.The modeled gravity was interpolated from observed gravity values.
 AE0093
 AE0093;                    North         East    Units  Estimated Accuracy
 AE0093;SPC TX S     - 5,118,720.      345,340.      MT  (+/- 180 meters Scaled)
 AE0093
 AE0093                          SUPERSEDED SURVEY CONTROL
 AE0093
 AE0093  NGVD 29 (??/??/92)   17.26   (m)           56.6    (f) COMPUTED    2 0
 AE0093
 AE0093.Superseded values are not recommended for survey control.
 AE0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0093.See file dsdata.txt to determine how the superseded data were derived.
 AE0093
 AE0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ950577(NAD 83)
 AE0093_MARKER: DB = BENCH MARK DISK
 AE0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0093_STAMPING: T 618 1942
 AE0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0093+STABILITY: SURFACE MOTION
 AE0093
 AE0093  HISTORY     - Date     Condition        Report By
 AE0093  HISTORY     - 1942     MONUMENTED       CGS
 AE0093  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0093
 AE0093                          STATION DESCRIPTION
 AE0093
 AE0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0093'14.4 MI SE FROM RACHAL.
 AE0093'TO REACH FROM THE POST OFFICE AT RACHAL-- PROCEED 10.5 MILES SOUTHERLY
 AE0093'ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AE0093'THENCE, GO 3.9 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AE0093'BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE SOUTH OF AN EAST-WEST FENCE
 AE0093'LINE, 40.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AE0093'THE ROAD AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST. THE
 AE0093'MONUMENT PROJECTS 0.5 FOOT.
 AE0093
 AE0093                          STATION RECOVERY (1962)
 AE0093
 AE0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1170 ***********************************************************************
 AB1170  DESIGNATION -  T 620
 AB1170  PID         -  AB1170
 AB1170  STATE/COUNTY-  TX/WILLACY
 AB1170  USGS QUAD   -  YTURRIA (1982)
 AB1170
 AB1170                         *CURRENT SURVEY CONTROL
 AB1170  ___________________________________________________________________
 AB1170* NAD 83(1986)-  26 32 51.     (N)    097 52 13.     (W)     SCALED    
 AB1170* NAVD 88     -        11.731  (meters)      38.49   (feet)  ADJUSTED  
 AB1170  ___________________________________________________________________
 AB1170  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AB1170  DYNAMIC HT  -          11.712 (meters)      38.43  (feet)  COMP
 AB1170  MODELED GRAV-     979,047.5   (mgal)                       NAVD 88
 AB1170
 AB1170  VERT ORDER  -  SECOND    CLASS 0
 AB1170
 AB1170.The horizontal coordinates were scaled from a topographic map and have
 AB1170.an estimated accuracy of +/- 6 seconds.
 AB1170
 AB1170.The orthometric height was determined by differential leveling
 AB1170.and adjusted by the National Geodetic Survey in June 1991..
 AB1170
 AB1170.The geoid height was determined by GEOID03.
 AB1170
 AB1170.The dynamic height is computed by dividing the NAVD 88
 AB1170.geopotential number by the normal gravity value computed on the
 AB1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1170.degrees latitude (g = 980.6199 gals.).
 AB1170
 AB1170.The modeled gravity was interpolated from observed gravity values.
 AB1170
 AB1170;                    North         East    Units  Estimated Accuracy
 AB1170;SPC TX S     - 5,097,750.      362,750.      MT  (+/- 180 meters Scaled)
 AB1170
 AB1170                          SUPERSEDED SURVEY CONTROL
 AB1170
 AB1170  NGVD 29 (??/??/92)   11.811  (m)           38.75   (f) ADJ UNCH    2 0
 AB1170
 AB1170.Superseded values are not recommended for survey control.
 AB1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1170.See file dsdata.txt to determine how the superseded data were derived.
 AB1170
 AB1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ125368(NAD 83)
 AB1170_MARKER: DB = BENCH MARK DISK
 AB1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1170_STAMPING: T 620 1942
 AB1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1170+STABILITY: SURFACE MOTION
 AB1170
 AB1170  HISTORY     - Date     Condition        Report By
 AB1170  HISTORY     - 1942     MONUMENTED       CGS
 AB1170
 AB1170                          STATION DESCRIPTION
 AB1170
 AB1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1170'9.1 MI NW FROM RAYMONDVILLE.
 AB1170'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1170'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1170'NORTHERLY 2.5 MILES THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1170'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 1.8 MILES ALONG
 AB1170'RANCH ROAD LEADING TO LA TORDILLA RANCH TO THE SITE OF THE BENCH MARK.
 AB1170'BENCH MARK IS ABOUT 1.8 MILES NORTHWEST OF SMITH RANCH HOUSE AND 27.
 AB1170'FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS RANCH ROAD. IT IS 2.
 AB1170'FEET SOUTHWEST OF ROAD FENCE AND 3. FEET NORTHWEST OF A 4X4-INCH
 AB1170'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0365 ***********************************************************************
 AJ0365  DESIGNATION -  T 621
 AJ0365  PID         -  AJ0365
 AJ0365  STATE/COUNTY-  TX/DUVAL
 AJ0365  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0365
 AJ0365                         *CURRENT SURVEY CONTROL
 AJ0365  ___________________________________________________________________
 AJ0365* NAD 83(1986)-  27 29 38.     (N)    098 24 27.     (W)     SCALED    
 AJ0365* NAVD 88     -       108.427  (meters)     355.73   (feet)  ADJUSTED  
 AJ0365  ___________________________________________________________________
 AJ0365  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AJ0365  DYNAMIC HT  -         108.256 (meters)     355.17  (feet)  COMP
 AJ0365  MODELED GRAV-     979,070.7   (mgal)                       NAVD 88
 AJ0365
 AJ0365  VERT ORDER  -  SECOND    CLASS 0
 AJ0365
 AJ0365.The horizontal coordinates were scaled from a topographic map and have
 AJ0365.an estimated accuracy of +/- 6 seconds.
 AJ0365
 AJ0365.The orthometric height was determined by differential leveling
 AJ0365.and adjusted by the National Geodetic Survey in June 1991..
 AJ0365
 AJ0365.The geoid height was determined by GEOID03.
 AJ0365
 AJ0365.The dynamic height is computed by dividing the NAVD 88
 AJ0365.geopotential number by the normal gravity value computed on the
 AJ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0365.degrees latitude (g = 980.6199 gals.).
 AJ0365
 AJ0365.The modeled gravity was interpolated from observed gravity values.
 AJ0365
 AJ0365;                    North         East    Units  Estimated Accuracy
 AJ0365;SPC TX S     - 5,202,450.      309,140.      MT  (+/- 180 meters Scaled)
 AJ0365
 AJ0365                          SUPERSEDED SURVEY CONTROL
 AJ0365
 AJ0365  NGVD 29 (??/??/92)  108.505  (m)          355.99   (f) ADJ UNCH    2 0
 AJ0365
 AJ0365.Superseded values are not recommended for survey control.
 AJ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0365.See file dsdata.txt to determine how the superseded data were derived.
 AJ0365
 AJ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR585412(NAD 83)
 AJ0365_MARKER: DB = BENCH MARK DISK
 AJ0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0365_SP_SET: CULVERT
 AJ0365_STAMPING: T 621 1942
 AJ0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0365
 AJ0365  HISTORY     - Date     Condition        Report By
 AJ0365  HISTORY     - 1942     MONUMENTED       CGS
 AJ0365
 AJ0365                          STATION DESCRIPTION
 AJ0365
 AJ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0365'7.8 MI S FROM BENAVIDES.
 AJ0365'TO REACH FROM THE MISSOURI PACIFIC RAILROAD (TEX.MEX.) STATION AT
 AJ0365'BENAVIDES-- PROCEED 7.8 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339 TO
 AJ0365'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE NORTH OF AN
 AJ0365'OIL WELL, 18.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0365'CENTERLINE OF THE HIGHWAY.  IT IS SET HORIZONTALLY IN THE CENTER OF
 AJ0365'THE EAST HEADWALL OF A 4X4-FOOT CONCRETE BOX CULVERT UNDER THE
 AJ0365'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0136 ***********************************************************************
 AJ0136  DESIGNATION -  T 622
 AJ0136  PID         -  AJ0136
 AJ0136  STATE/COUNTY-  TX/JIM WELLS
 AJ0136  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0136
 AJ0136                         *CURRENT SURVEY CONTROL
 AJ0136  ___________________________________________________________________
 AJ0136* NAD 83(1986)-  27 35 00.     (N)    098 06 11.     (W)     SCALED    
 AJ0136* NAVD 88     -        49.220  (meters)     161.48   (feet)  ADJUSTED  
 AJ0136  ___________________________________________________________________
 AJ0136  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ0136  DYNAMIC HT  -          49.143 (meters)     161.23  (feet)  COMP
 AJ0136  MODELED GRAV-     979,087.0   (mgal)                       NAVD 88
 AJ0136
 AJ0136  VERT ORDER  -  SECOND    CLASS 0
 AJ0136
 AJ0136.The horizontal coordinates were scaled from a topographic map and have
 AJ0136.an estimated accuracy of +/- 6 seconds.
 AJ0136
 AJ0136.The orthometric height was determined by differential leveling
 AJ0136.and adjusted by the National Geodetic Survey in June 1991..
 AJ0136
 AJ0136.The geoid height was determined by GEOID03.
 AJ0136
 AJ0136.The dynamic height is computed by dividing the NAVD 88
 AJ0136.geopotential number by the normal gravity value computed on the
 AJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0136.degrees latitude (g = 980.6199 gals.).
 AJ0136
 AJ0136.The modeled gravity was interpolated from observed gravity values.
 AJ0136
 AJ0136;                    North         East    Units  Estimated Accuracy
 AJ0136;SPC TX S     - 5,212,420.      339,190.      MT  (+/- 180 meters Scaled)
 AJ0136
 AJ0136                          SUPERSEDED SURVEY CONTROL
 AJ0136
 AJ0136  NGVD 29 (??/??/92)   49.32   (m)          161.8    (f) COMPUTED    2 0
 AJ0136
 AJ0136.Superseded values are not recommended for survey control.
 AJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0136.See file dsdata.txt to determine how the superseded data were derived.
 AJ0136
 AJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR885513(NAD 83)
 AJ0136_MARKER: DB = BENCH MARK DISK
 AJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0136_STAMPING: T 622 1942
 AJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0136+STABILITY: SURFACE MOTION
 AJ0136
 AJ0136  HISTORY     - Date     Condition        Report By
 AJ0136  HISTORY     - 1942     MONUMENTED       CGS
 AJ0136  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0136
 AJ0136                          STATION DESCRIPTION
 AJ0136
 AJ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0136'12.2 MI SW FROM ALICE.
 AJ0136'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0136'11.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0136'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 0.5 MILE
 AJ0136'WESTERLY ALONG THE TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH
 AJ0136'MARK IS ABOUT 0.1 MILE WEST OF A 6X6-FOOT WOODEN CULVERT, 27.0 FEET
 AJ0136'SOUTH OF THE CENTERLINE OF THE ROAD, 5.0 FEET SOUTH OF FENCE AND 3.0
 AJ0136'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AJ0136'FOOT.
 AJ0136
 AJ0136                          STATION RECOVERY (1962)
 AJ0136
 AJ0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0328 ***********************************************************************
 AJ0328  DESIGNATION -  T 623 RESET 1947
 AJ0328  PID         -  AJ0328
 AJ0328  STATE/COUNTY-  TX/JIM WELLS
 AJ0328  USGS QUAD   -  PREMONT WEST (1963)
 AJ0328
 AJ0328                         *CURRENT SURVEY CONTROL
 AJ0328  ___________________________________________________________________
 AJ0328* NAD 83(1986)-  27 21 52.     (N)    098 13 55.     (W)     SCALED    
 AJ0328* NAVD 88     -        66.75   (meters)     219.0    (feet)  RESET     
 AJ0328  ___________________________________________________________________
 AJ0328  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AJ0328
 AJ0328  VERT ORDER  -  THIRD
 AJ0328
 AJ0328.The horizontal coordinates were scaled from a topographic map and have
 AJ0328.an estimated accuracy of +/- 6 seconds.
 AJ0328
 AJ0328.The orthometric height was computed from unverified reset data.
 AJ0328
 AJ0328.The geoid height was determined by GEOID03.
 AJ0328
 AJ0328;                    North         East    Units  Estimated Accuracy
 AJ0328;SPC TX S     - 5,188,130.      326,520.      MT  (+/- 180 meters Scaled)
 AJ0328
 AJ0328                          SUPERSEDED SURVEY CONTROL
 AJ0328
 AJ0328.No superseded survey control is available for this station.
 AJ0328
 AJ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR759270(NAD 83)
 AJ0328_MARKER: DB = BENCH MARK DISK
 AJ0328_SETTING: 0 = UNSPECIFIED SETTING
 AJ0328_STAMPING: T 623 RESET 1947
 AJ0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0328
 AJ0328  HISTORY     - Date     Condition        Report By
 AJ0328  HISTORY     - 1947     MONUMENTED       TXHD
 AJ0328
 AJ0328                          STATION DESCRIPTION
 AJ0328
 AJ0328'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 AJ0328'6.8 MI W FROM PREMONT.
 AJ0328'6.8 MILES WEST ALONG FARM-TO-MARKET HIGHWAY 716 FROM THE INTERSECTION
 AJ0328'OF U.S. HIGHWAY 281 AT THE NORTH LIMITS OF PREMONT, 39 FEET NORTH OF
 AJ0328'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0436 ***********************************************************************
 AJ0436  DESIGNATION -  T 625
 AJ0436  PID         -  AJ0436
 AJ0436  STATE/COUNTY-  TX/BROOKS
 AJ0436  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0436
 AJ0436                         *CURRENT SURVEY CONTROL
 AJ0436  ___________________________________________________________________
 AJ0436* NAD 83(1986)-  27 07 41.     (N)    098 24 56.     (W)     SCALED    
 AJ0436* NAVD 88     -       106.010  (meters)     347.80   (feet)  ADJUSTED  
 AJ0436  ___________________________________________________________________
 AJ0436  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AJ0436  DYNAMIC HT  -         105.841 (meters)     347.25  (feet)  COMP
 AJ0436  MODELED GRAV-     979,048.1   (mgal)                       NAVD 88
 AJ0436
 AJ0436  VERT ORDER  -  SECOND    CLASS 0
 AJ0436
 AJ0436.The horizontal coordinates were scaled from a topographic map and have
 AJ0436.an estimated accuracy of +/- 6 seconds.
 AJ0436
 AJ0436.The orthometric height was determined by differential leveling
 AJ0436.and adjusted by the National Geodetic Survey in June 1991..
 AJ0436
 AJ0436.The geoid height was determined by GEOID03.
 AJ0436
 AJ0436.The dynamic height is computed by dividing the NAVD 88
 AJ0436.geopotential number by the normal gravity value computed on the
 AJ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0436.degrees latitude (g = 980.6199 gals.).
 AJ0436
 AJ0436.The modeled gravity was interpolated from observed gravity values.
 AJ0436
 AJ0436;                    North         East    Units  Estimated Accuracy
 AJ0436;SPC TX S     - 5,161,910.      308,370.      MT  (+/- 180 meters Scaled)
 AJ0436
 AJ0436                          SUPERSEDED SURVEY CONTROL
 AJ0436
 AJ0436  NGVD 29 (??/??/92)  106.077  (m)          348.02   (f) ADJ UNCH    2 0
 AJ0436
 AJ0436.Superseded values are not recommended for survey control.
 AJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0436.See file dsdata.txt to determine how the superseded data were derived.
 AJ0436
 AJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR579007(NAD 83)
 AJ0436_MARKER: DB = BENCH MARK DISK
 AJ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0436_STAMPING: T 625 1942
 AJ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0436+STABILITY: SURFACE MOTION
 AJ0436
 AJ0436  HISTORY     - Date     Condition        Report By
 AJ0436  HISTORY     - 1942     MONUMENTED       CGS
 AJ0436  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0436
 AJ0436                          STATION DESCRIPTION
 AJ0436
 AJ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0436'25.8 MI SW FROM FALFURRIAS.
 AJ0436'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILE
 AJ0436'SOUTH ALONG STATE HIGHWAY NO. 281.  THENCE GO 2.6 MILES SOUTHWESTERLY
 AJ0436'ALONG GRADED ROAD TO INTERSECTION OF EAST WEST ROAD.  THENCE, GO 15.2
 AJ0436'MILES WESTERLY ALONG ROAD TO INTERSECTION OF NORTHSOUTH ROAD. THENCE,
 AJ0436'GO 4.6 MILES SOUTHERLY ALONG ROAD TO DICK MARKS RANCH HOUSE. THENCE,
 AJ0436'GO 3.0 MILES NORTHWEST ALONG ROAD TO THE SITE OF THE BENCH MARK. BENCH
 AJ0436'MARK IS ABOUT 0.8 MILE WEST OF TELEPHONE LINE CROSSING ROAD, ABOUT 1.0
 AJ0436'MILE SOUTHEAST OF RANCH HOUSE OWNED BY J.C. SANDERS IN 1942 AND 12.0
 AJ0436'FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD. IT
 AJ0436'IS 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT
 AJ0436'PROJECTS 0.6 FOOT.
 AJ0436
 AJ0436                          STATION RECOVERY (1968)
 AJ0436
 AJ0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0445 ***********************************************************************
 AJ0445  DESIGNATION -  T 626
 AJ0445  PID         -  AJ0445
 AJ0445  STATE/COUNTY-  TX/JIM HOGG
 AJ0445  USGS QUAD   -  PALOMAS RANCH SW (1968)
 AJ0445
 AJ0445                         *CURRENT SURVEY CONTROL
 AJ0445  ___________________________________________________________________
 AJ0445* NAD 83(1986)-  27 04 51.     (N)    098 29 23.     (W)     SCALED    
 AJ0445* NAVD 88     -       109.040  (meters)     357.74   (feet)  ADJUSTED  
 AJ0445  ___________________________________________________________________
 AJ0445  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AJ0445  DYNAMIC HT  -         108.865 (meters)     357.17  (feet)  COMP
 AJ0445  MODELED GRAV-     979,040.0   (mgal)                       NAVD 88
 AJ0445
 AJ0445  VERT ORDER  -  SECOND    CLASS 0
 AJ0445
 AJ0445.The horizontal coordinates were scaled from a topographic map and have
 AJ0445.an estimated accuracy of +/- 6 seconds.
 AJ0445
 AJ0445.The orthometric height was determined by differential leveling
 AJ0445.and adjusted by the National Geodetic Survey in June 1991..
 AJ0445
 AJ0445.The geoid height was determined by GEOID03.
 AJ0445
 AJ0445.The dynamic height is computed by dividing the NAVD 88
 AJ0445.geopotential number by the normal gravity value computed on the
 AJ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0445.degrees latitude (g = 980.6199 gals.).
 AJ0445
 AJ0445.The modeled gravity was interpolated from observed gravity values.
 AJ0445
 AJ0445;                    North         East    Units  Estimated Accuracy
 AJ0445;SPC TX S     - 5,156,680.      301,020.      MT  (+/- 180 meters Scaled)
 AJ0445
 AJ0445                          SUPERSEDED SURVEY CONTROL
 AJ0445
 AJ0445  NGVD 29 (??/??/92)  109.093  (m)          357.92   (f) ADJ UNCH    2 0
 AJ0445
 AJ0445.Superseded values are not recommended for survey control.
 AJ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0445.See file dsdata.txt to determine how the superseded data were derived.
 AJ0445
 AJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ505954(NAD 83)
 AJ0445_MARKER: DB = BENCH MARK DISK
 AJ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0445_STAMPING: T 626 1942
 AJ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0445+STABILITY: SURFACE MOTION
 AJ0445
 AJ0445  HISTORY     - Date     Condition        Report By
 AJ0445  HISTORY     - 1942     MONUMENTED       CGS
 AJ0445  HISTORY     - 1972     GOOD             USGS
 AJ0445
 AJ0445                          STATION DESCRIPTION
 AJ0445
 AJ0445'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AJ0445'4.0 MI NE FROM ALTA VISTA.
 AJ0445'4.0 MILES NORTHEAST ALONG A TRACK ROAD FROM THE W.W. JONES RANCH
 AJ0445'HOUSE, KNOWN AS ALTA VISTA, 1.5 MILES SOUTHWEST OF A GATE ACROSS THE
 AJ0445'ROAD, .05 MILE SOUTHEAST OF A BEND IN THE ROAD, 140 FT. SOUTHEAST OF
 AJ0445'THE CENTERLINE OF THE ROAD.  A STANDARD DISK STAMPED T 626 1942 AND
 AJ0445'SET IN THE TOP OF A CONCRETE POST PROJECTING 2.0 FT. ABOVE GROUND, IN
 AJ0445'A SMALL DEPRESSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0391 ***********************************************************************
 AJ0391  DESIGNATION -  T 627
 AJ0391  PID         -  AJ0391
 AJ0391  STATE/COUNTY-  TX/DUVAL
 AJ0391  USGS QUAD   -  RAMIREZ (1969)
 AJ0391
 AJ0391                         *CURRENT SURVEY CONTROL
 AJ0391  ___________________________________________________________________
 AJ0391* NAD 83(1986)-  27 16 43.     (N)    098 24 24.     (W)     SCALED    
 AJ0391* NAVD 88     -        97.561  (meters)     320.08   (feet)  ADJUSTED  
 AJ0391  ___________________________________________________________________
 AJ0391  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AJ0391  DYNAMIC HT  -          97.406 (meters)     319.57  (feet)  COMP
 AJ0391  MODELED GRAV-     979,059.8   (mgal)                       NAVD 88
 AJ0391
 AJ0391  VERT ORDER  -  SECOND    CLASS 0
 AJ0391
 AJ0391.The horizontal coordinates were scaled from a topographic map and have
 AJ0391.an estimated accuracy of +/- 6 seconds.
 AJ0391
 AJ0391.The orthometric height was determined by differential leveling
 AJ0391.and adjusted by the National Geodetic Survey in June 1991..
 AJ0391
 AJ0391.The geoid height was determined by GEOID03.
 AJ0391
 AJ0391.The dynamic height is computed by dividing the NAVD 88
 AJ0391.geopotential number by the normal gravity value computed on the
 AJ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0391.degrees latitude (g = 980.6199 gals.).
 AJ0391
 AJ0391.The modeled gravity was interpolated from observed gravity values.
 AJ0391
 AJ0391;                    North         East    Units  Estimated Accuracy
 AJ0391;SPC TX S     - 5,178,590.      309,240.      MT  (+/- 180 meters Scaled)
 AJ0391
 AJ0391                          SUPERSEDED SURVEY CONTROL
 AJ0391
 AJ0391  NGVD 29 (??/??/92)   97.653  (m)          320.38   (f) ADJ UNCH    2 0
 AJ0391
 AJ0391.Superseded values are not recommended for survey control.
 AJ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0391.See file dsdata.txt to determine how the superseded data were derived.
 AJ0391
 AJ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR587174(NAD 83)
 AJ0391_MARKER: DB = BENCH MARK DISK
 AJ0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0391_STAMPING: T 627 1942
 AJ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0391+STABILITY: SURFACE MOTION
 AJ0391
 AJ0391  HISTORY     - Date     Condition        Report By
 AJ0391  HISTORY     - 1942     MONUMENTED       CGS
 AJ0391
 AJ0391                          STATION DESCRIPTION
 AJ0391
 AJ0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0391'17.9 MI W FROM FALFURRIAS.
 AJ0391'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 16.8
 AJ0391'MILES WESTERLY ALONG STATE HIGHWAY NO. 285 TO INTERSECTION OF ROAD
 AJ0391'LEADING NORTH.  THENCE, GO 1.1 MILES NORTH ALONG TRACK ROAD TO THE
 AJ0391'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 3.6 MILES SOUTHEAST OF
 AJ0391'SEJITA, 20.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AJ0391'THE ROAD.  IT IS 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND
 AJ0391'1.0 FOOT WEST OF FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0116 ***********************************************************************
 AE0116  DESIGNATION -  T 628
 AE0116  PID         -  AE0116
 AE0116  STATE/COUNTY-  TX/JIM HOGG
 AE0116  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0116
 AE0116                         *CURRENT SURVEY CONTROL
 AE0116  ___________________________________________________________________
 AE0116* NAD 83(1986)-  26 55 36.     (N)    098 26 35.     (W)     SCALED    
 AE0116* NAVD 88     -        85.304  (meters)     279.87   (feet)  ADJUSTED  
 AE0116  ___________________________________________________________________
 AE0116  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AE0116  DYNAMIC HT  -          85.166 (meters)     279.42  (feet)  COMP
 AE0116  MODELED GRAV-     979,028.0   (mgal)                       NAVD 88
 AE0116
 AE0116  VERT ORDER  -  SECOND    CLASS 0
 AE0116
 AE0116.The horizontal coordinates were scaled from a topographic map and have
 AE0116.an estimated accuracy of +/- 6 seconds.
 AE0116
 AE0116.The orthometric height was determined by differential leveling
 AE0116.and adjusted by the National Geodetic Survey in June 1991..
 AE0116
 AE0116.The geoid height was determined by GEOID03.
 AE0116
 AE0116.The dynamic height is computed by dividing the NAVD 88
 AE0116.geopotential number by the normal gravity value computed on the
 AE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0116.degrees latitude (g = 980.6199 gals.).
 AE0116
 AE0116.The modeled gravity was interpolated from observed gravity values.
 AE0116
 AE0116;                    North         East    Units  Estimated Accuracy
 AE0116;SPC TX S     - 5,139,600.      305,660.      MT  (+/- 180 meters Scaled)
 AE0116
 AE0116                          SUPERSEDED SURVEY CONTROL
 AE0116
 AE0116  NGVD 29 (??/??/92)   85.358  (m)          280.05   (f) ADJ UNCH    2 0
 AE0116
 AE0116.Superseded values are not recommended for survey control.
 AE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0116.See file dsdata.txt to determine how the superseded data were derived.
 AE0116
 AE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ552784(NAD 83)
 AE0116_MARKER: DB = BENCH MARK DISK
 AE0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0116_STAMPING: T 628 1942
 AE0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0116+STABILITY: SURFACE MOTION
 AE0116
 AE0116  HISTORY     - Date     Condition        Report By
 AE0116  HISTORY     - 1942     MONUMENTED       CGS
 AE0116
 AE0116                          STATION DESCRIPTION
 AE0116
 AE0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0116'20.9 MI W FROM RACHAL.
 AE0116'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0116'PROCEED 20.9 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0116'MARK.  BENCH MARK IS ABOUT 93.0 FEET SOUTH OF A FENCE CORNER, 15.0
 AE0116'FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD. IT
 AE0116'IS 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST
 AE0116'OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0393 ***********************************************************************
 AO0393  DESIGNATION -  T 63
 AO0393  PID         -  AO0393
 AO0393  STATE/COUNTY-  TX/DIMMIT
 AO0393  USGS QUAD   -  ASHERTON (1982)
 AO0393
 AO0393                         *CURRENT SURVEY CONTROL
 AO0393  ___________________________________________________________________
 AO0393* NAD 83(1986)-  28 26 27.     (N)    099 45 44.     (W)     SCALED    
 AO0393* NAVD 88     -       168.485  (meters)     552.77   (feet)  ADJUSTED  
 AO0393  ___________________________________________________________________
 AO0393  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AO0393  DYNAMIC HT  -         168.230 (meters)     551.93  (feet)  COMP
 AO0393  MODELED GRAV-     979,130.3   (mgal)                       NAVD 88
 AO0393
 AO0393  VERT ORDER  -  FIRST     CLASS II
 AO0393
 AO0393.The horizontal coordinates were scaled from a topographic map and have
 AO0393.an estimated accuracy of +/- 6 seconds.
 AO0393
 AO0393.The orthometric height was determined by differential leveling
 AO0393.and adjusted by the National Geodetic Survey in June 1991..
 AO0393
 AO0393.The geoid height was determined by GEOID03.
 AO0393
 AO0393.The dynamic height is computed by dividing the NAVD 88
 AO0393.geopotential number by the normal gravity value computed on the
 AO0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0393.degrees latitude (g = 980.6199 gals.).
 AO0393
 AO0393.The modeled gravity was interpolated from observed gravity values.
 AO0393
 AO0393;                    North         East    Units  Estimated Accuracy
 AO0393;SPC TXSC     - 4,067,570.      525,340.      MT  (+/- 180 meters Scaled)
 AO0393
 AO0393                          SUPERSEDED SURVEY CONTROL
 AO0393
 AO0393  NGVD 29 (??/??/92)  168.425  (m)          552.57   (f) ADJ UNCH    1 2
 AO0393
 AO0393.Superseded values are not recommended for survey control.
 AO0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0393.See file dsdata.txt to determine how the superseded data were derived.
 AO0393
 AO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS253462(NAD 83)
 AO0393_MARKER: DB = BENCH MARK DISK
 AO0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0393_SP_SET: BUILDING
 AO0393_STAMPING: T 63 1919 ELEV 552.847 FT
 AO0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0393
 AO0393  HISTORY     - Date     Condition        Report By
 AO0393  HISTORY     - 1919     MONUMENTED       CGS
 AO0393  HISTORY     - 1957     GOOD             NGS
 AO0393  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0393  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 AO0393
 AO0393                          STATION DESCRIPTION
 AO0393
 AO0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0393'IN ASHERTON.
 AO0393'AT ASHERTON, AT A FORMER BANK BUILDING WHICH IS NOW OCCUPIED BY A
 AO0393'CAFE, 1 BLOCK SOUTHWEST OF THE POST OFFICE, 39.5 FEET NORTHWEST OF THE
 AO0393'CENTER LINE OF U.S. HIGHWAY 83, 0.5 MILE SOUTHWEST OF THE ASHERTON AND
 AO0393'GULF RAILROAD STATION, 0.6 FOOT NORTHEAST OF THE SOUTH CORNER OF THE
 AO0393'FORMER BANK BUILDING, 4.5 FEET ABOVE THE GROUND, SET VERTICALLY IN THE
 AO0393'SOUTHEAST WALL OF THE BRICK BUILDING.
 AO0393
 AO0393                          STATION RECOVERY (1982)
 AO0393
 AO0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0393'NOT RECOVERED.
 AO0393
 AO0393                          STATION RECOVERY (1997)
 AO0393
 AO0393'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0072 ***********************************************************************
 AE0072  DESIGNATION -  T 630 RESET
 AE0072  PID         -  AE0072
 AE0072  STATE/COUNTY-  TX/HIDALGO
 AE0072  USGS QUAD   -  LINN SIDING (1982)
 AE0072
 AE0072                         *CURRENT SURVEY CONTROL
 AE0072  ___________________________________________________________________
 AE0072* NAD 83(1986)-  26 34 59.     (N)    098 11 05.     (W)     SCALED    
 AE0072* NAVD 88     -        28.08   (meters)      92.1    (feet)  RESET     
 AE0072  ___________________________________________________________________
 AE0072  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AE0072
 AE0072  VERT ORDER  -  THIRD
 AE0072
 AE0072.The horizontal coordinates were scaled from a topographic map and have
 AE0072.an estimated accuracy of +/- 6 seconds.
 AE0072
 AE0072.The orthometric height was computed from unverified reset data.
 AE0072
 AE0072.The geoid height was determined by GEOID03.
 AE0072
 AE0072;                    North         East    Units  Estimated Accuracy
 AE0072;SPC TX S     - 5,101,570.      331,410.      MT  (+/- 180 meters Scaled)
 AE0072
 AE0072                          SUPERSEDED SURVEY CONTROL
 AE0072
 AE0072.No superseded survey control is available for this station.
 AE0072
 AE0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ811405(NAD 83)
 AE0072_MARKER: DD = SURVEY DISK
 AE0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0072_STAMPING: T 630 1951 RESET
 AE0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0072+STABILITY: SURFACE MOTION
 AE0072
 AE0072  HISTORY     - Date     Condition        Report By
 AE0072  HISTORY     - 1951     MONUMENTED       TXHD
 AE0072  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0072
 AE0072                          STATION DESCRIPTION
 AE0072
 AE0072'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0072'3.1 MI W FROM LINN.
 AE0072'3.1 MILES WEST ALONG FARM ROAD 1017 FROM THE S PACIFIC R.R. STATION AT
 AE0072'LINN 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  JUST OUTSIDE THE
 AE0072'FENCE LINE AND OPPOSITE A FARM ROAD LEADING NORTH TO A HOUSE. SET IN A
 AE0072'CONCRETE POST 0.6 FOOT SQUARE EXTENDING 0.8 FOOT ABOVE GROUND. THERE
 AE0072'IS A WITNESS POST 3.0 FEET FROM THE STATION.
 AE0072
 AE0072                          STATION RECOVERY (1992)
 AE0072
 AE0072'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0377 ***********************************************************************
 AX0377  DESIGNATION -  T 631
 AX0377  PID         -  AX0377
 AX0377  STATE/COUNTY-  TX/WHARTON
 AX0377  USGS QUAD   -  GLEN FLORA (1980)
 AX0377
 AX0377                         *CURRENT SURVEY CONTROL
 AX0377  ___________________________________________________________________
 AX0377* NAD 83(1986)-  29 20 01.     (N)    096 08 44.     (W)     SCALED    
 AX0377* NAVD 88     -        32.51   (+/-2cm)     106.7    (feet)  VERTCON   
 AX0377  ___________________________________________________________________
 AX0377  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0377
 AX0377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0377
 AX0377.The horizontal coordinates were scaled from a topographic map and have
 AX0377.an estimated accuracy of +/- 6 seconds.
 AX0377
 AX0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0377.The vertical order pertains to the NGVD 29 superseded value.
 AX0377
 AX0377.The geoid height was determined by GEOID03.
 AX0377
 AX0377;                    North         East    Units  Estimated Accuracy
 AX0377;SPC TXSC     - 4,169,650.      877,170.      MT  (+/- 180 meters Scaled)
 AX0377
 AX0377                          SUPERSEDED SURVEY CONTROL
 AX0377
 AX0377  NGVD 29 (??/??/92)   32.513  (m)          106.67   (f) ADJ UNCH    2 0
 AX0377
 AX0377.Superseded values are not recommended for survey control.
 AX0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0377.See file dsdata.txt to determine how the superseded data were derived.
 AX0377
 AX0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT771483(NAD 83)
 AX0377_MARKER: DB = BENCH MARK DISK
 AX0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0377_STAMPING: T 631 1942
 AX0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0377+STABILITY: SURFACE MOTION
 AX0377
 AX0377  HISTORY     - Date     Condition        Report By
 AX0377  HISTORY     - 1942     MONUMENTED       CGS
 AX0377
 AX0377                          STATION DESCRIPTION
 AX0377
 AX0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AX0377'3.0 MI SE FROM GLEN FLORA.
 AX0377'TO REACH THE SANTA FE RAILROAD STATION AT GLEN FLORA-- PROCEED 3.0
 AX0377'MILES SOUTHEASTERLY ALONG THE SANTA FE RAILROAD TO THE SITE OF THE
 AX0377'BENCH MARK.  BENCH MARK IS 3.5 MILES NORTHWEST OF THE COUNTY COURT
 AX0377'HOUSE AT WHARTON.  IT IS ABOUT 142.0 FEET SOUTHWEST OF THE CENTERLINE
 AX0377'OF GRAVELED ROAD, 55.0 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 AX0377'10.0 FEET NORTHWEST OF MILE POLE NO. 40 AND 3.0 FEET NORTHWEST OF A
 AX0377'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT. STAMPED
 AX0377'T 631 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0538 ***********************************************************************
 AH0538  DESIGNATION -  T 632
 AH0538  PID         -  AH0538
 AH0538  STATE/COUNTY-  TX/KLEBERG
 AH0538  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0538
 AH0538                         *CURRENT SURVEY CONTROL
 AH0538  ___________________________________________________________________
 AH0538* NAD 83(1986)-  27 28 33.     (N)    097 34 34.     (W)     SCALED    
 AH0538* NAVD 88     -         4.456  (meters)      14.62   (feet)  ADJUSTED  
 AH0538  ___________________________________________________________________
 AH0538  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AH0538  DYNAMIC HT  -           4.449 (meters)      14.60  (feet)  COMP
 AH0538  MODELED GRAV-     979,110.4   (mgal)                       NAVD 88
 AH0538
 AH0538  VERT ORDER  -  SECOND    CLASS 0
 AH0538
 AH0538.The horizontal coordinates were scaled from a topographic map and have
 AH0538.an estimated accuracy of +/- 6 seconds.
 AH0538
 AH0538.The orthometric height was determined by differential leveling
 AH0538.and adjusted by the National Geodetic Survey in June 1991..
 AH0538
 AH0538.The geoid height was determined by GEOID03.
 AH0538
 AH0538.The dynamic height is computed by dividing the NAVD 88
 AH0538.geopotential number by the normal gravity value computed on the
 AH0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0538.degrees latitude (g = 980.6199 gals.).
 AH0538
 AH0538.The modeled gravity was interpolated from observed gravity values.
 AH0538
 AH0538;                    North         East    Units  Estimated Accuracy
 AH0538;SPC TX S     - 5,200,780.      391,300.      MT  (+/- 180 meters Scaled)
 AH0538
 AH0538                          SUPERSEDED SURVEY CONTROL
 AH0538
 AH0538  NGVD 29 (??/??/92)    4.58   (m)           15.0    (f) COMPUTED    2 0
 AH0538
 AH0538.Superseded values are not recommended for survey control.
 AH0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0538.See file dsdata.txt to determine how the superseded data were derived.
 AH0538
 AH0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR406399(NAD 83)
 AH0538_MARKER: DB = BENCH MARK DISK
 AH0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0538_STAMPING: T 632 1942
 AH0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0538+STABILITY: SURFACE MOTION
 AH0538
 AH0538  HISTORY     - Date     Condition        Report By
 AH0538  HISTORY     - 1942     MONUMENTED       CGS
 AH0538  HISTORY     - 1949     GOOD             NGS
 AH0538  HISTORY     - 1951     GOOD             NGS
 AH0538
 AH0538                          STATION DESCRIPTION
 AH0538
 AH0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0538'6.2 MI SW FROM LAURELES RANCH.
 AH0538'LOCATED ON KING RANCH, 6.2 MILES SW OF LAURELES RANCH HEADQUARTERS. TO
 AH0538'REACH FROM LAURELES RANCH HEADQUARTERS, PROCEED WESTERLY 3.2 MILES
 AH0538'ALONG MACADAM ROAD TO INTERSECTION OF SHELL ROAD LEADING SOUTH TO
 AH0538'FORMER NAVY FLYING FIELD 15, AND PROCEED 4.1 MILES SOUTH ALONG SHELL
 AH0538'ROAD TO SECOND CURVE AND MARK.  0.7 MILE SSW OF NORIA MARIA WINDMILL
 AH0538'0.3 MILE NE OF CENTER OF AN INTERMITTENT CREEK, ON THE OUTSIDE OF THE
 AH0538'CURVE, 140 FT. ESE OF THE CENTERLINE OF THE SHELL ROAD, AND 3 FT. N OF
 AH0538'4X4 INCH WOOD WITNESS POST.  STANDARD DISK STAMPED T 632 1942 IN AN
 AH0538'8X8 INCH CONCRETE MONUMENT PROJECTING 0.4 FT. ABOVE GROUND.
 AH0538
 AH0538                          STATION RECOVERY (1951)
 AH0538
 AH0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0459 ***********************************************************************
 AH0459  DESIGNATION -  T 633
 AH0459  PID         -  AH0459
 AH0459  STATE/COUNTY-  TX/KLEBERG
 AH0459  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH0459
 AH0459                         *CURRENT SURVEY CONTROL
 AH0459  ___________________________________________________________________
 AH0459* NAD 83(1986)-  27 28 56.     (N)    097 27 01.     (W)     SCALED    
 AH0459* NAVD 88     -         7.822  (meters)      25.66   (feet)  ADJUSTED  
 AH0459  ___________________________________________________________________
 AH0459  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AH0459  DYNAMIC HT  -           7.810 (meters)      25.62  (feet)  COMP
 AH0459  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 AH0459
 AH0459  VERT ORDER  -  SECOND    CLASS 0
 AH0459
 AH0459.The horizontal coordinates were scaled from a topographic map and have
 AH0459.an estimated accuracy of +/- 6 seconds.
 AH0459
 AH0459.The orthometric height was determined by differential leveling
 AH0459.and adjusted by the National Geodetic Survey in June 1991..
 AH0459
 AH0459.The geoid height was determined by GEOID03.
 AH0459
 AH0459.The dynamic height is computed by dividing the NAVD 88
 AH0459.geopotential number by the normal gravity value computed on the
 AH0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0459.degrees latitude (g = 980.6199 gals.).
 AH0459
 AH0459.The modeled gravity was interpolated from observed gravity values.
 AH0459
 AH0459;                    North         East    Units  Estimated Accuracy
 AH0459;SPC TX S     - 5,201,580.      403,730.      MT  (+/- 180 meters Scaled)
 AH0459
 AH0459                          SUPERSEDED SURVEY CONTROL
 AH0459
 AH0459  NGVD 29 (??/??/92)    7.956  (m)           26.10   (f) ADJ UNCH    2 0
 AH0459
 AH0459.Superseded values are not recommended for survey control.
 AH0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0459.See file dsdata.txt to determine how the superseded data were derived.
 AH0459
 AH0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR531408(NAD 83)
 AH0459_MARKER: DB = BENCH MARK DISK
 AH0459_SETTING: 0 = UNSPECIFIED SETTING
 AH0459_STAMPING: T 633 1942
 AH0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0459
 AH0459  HISTORY     - Date     Condition        Report By
 AH0459  HISTORY     - 1942     MONUMENTED       CGS
 AH0459  HISTORY     - 1949     GOOD             NGS
 AH0459
 AH0459                          STATION DESCRIPTION
 AH0459
 AH0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0459'3.6 MI SE FROM LAURELES RANCH.
 AH0459'TO REACH FROM LAURELES RANCH HEADQUARTERS PROCEED 3.8 MILES SE ALONG
 AH0459'SINGLE LANE BLACK TOP ROAD TO ENTRANCE TO FORMER FLYING FIELD NO. 12,
 AH0459'TURN SOUTH ON WEST SIDE OF FIELD AND CONTINUE 1.75 MILES ON BLACK TOP
 AH0459'ROAD TO INTERSECTION WITH DIRT ROAD LEADING TO PAOMAS WINDMILL, TURN
 AH0459'SW AND GO 0.2 MILES ON DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AH0459'147 FT. NW OF DIRT ROAD AT INTERSECTION OF TRAILS, ABOUT 300 FT. N OF
 AH0459'PALOMAS WINDMILL, 27 FT. NE OF CENTERLINE OF DIRT ROAD, AND 3 FT. E OF
 AH0459'A 4X4 INCH WOODEN WITNESS POST.  MONUMENT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0574 ***********************************************************************
 AH0574  DESIGNATION -  T 635
 AH0574  PID         -  AH0574
 AH0574  STATE/COUNTY-  TX/KLEBERG
 AH0574  USGS QUAD   -  RIVIERA (1979)
 AH0574
 AH0574                         *CURRENT SURVEY CONTROL
 AH0574  ___________________________________________________________________
 AH0574* NAD 83(1986)-  27 22 11.     (N)    097 45 41.     (W)     SCALED    
 AH0574* NAVD 88     -         8.150  (meters)      26.74   (feet)  ADJUSTED  
 AH0574  ___________________________________________________________________
 AH0574  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AH0574  DYNAMIC HT  -           8.137 (meters)      26.70  (feet)  COMP
 AH0574  MODELED GRAV-     979,098.7   (mgal)                       NAVD 88
 AH0574
 AH0574  VERT ORDER  -  SECOND    CLASS 0
 AH0574
 AH0574.The horizontal coordinates were scaled from a topographic map and have
 AH0574.an estimated accuracy of +/- 6 seconds.
 AH0574
 AH0574.The orthometric height was determined by differential leveling
 AH0574.and adjusted by the National Geodetic Survey in June 1991..
 AH0574
 AH0574.The geoid height was determined by GEOID03.
 AH0574
 AH0574.The dynamic height is computed by dividing the NAVD 88
 AH0574.geopotential number by the normal gravity value computed on the
 AH0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0574.degrees latitude (g = 980.6199 gals.).
 AH0574
 AH0574.The modeled gravity was interpolated from observed gravity values.
 AH0574
 AH0574;                    North         East    Units  Estimated Accuracy
 AH0574;SPC TX S     - 5,188,900.      373,060.      MT  (+/- 180 meters Scaled)
 AH0574
 AH0574                          SUPERSEDED SURVEY CONTROL
 AH0574
 AH0574  NGVD 29 (??/??/92)    8.260  (m)           27.10   (f) ADJ UNCH    2 0
 AH0574
 AH0574.Superseded values are not recommended for survey control.
 AH0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0574.See file dsdata.txt to determine how the superseded data were derived.
 AH0574
 AH0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR224279(NAD 83)
 AH0574_MARKER: DB = BENCH MARK DISK
 AH0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0574_STAMPING: T-635 1942
 AH0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0574+STABILITY: SURFACE MOTION
 AH0574
 AH0574  HISTORY     - Date     Condition        Report By
 AH0574  HISTORY     - 1942     MONUMENTED       CGS
 AH0574  HISTORY     - 1975     GOOD             USGS
 AH0574
 AH0574                          STATION DESCRIPTION
 AH0574
 AH0574'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0574'8.8 MI SE FROM RICARDO.
 AH0574'2.2 MILES SOUTH ALONG U.S. HWY 77 FROM RICARDO, KLEBERG COUNTY, THENCE
 AH0574'4.2 MILES EAST ALONG ROAD, THENCE 0.5 MILE SOUTH ALONG PAVED ROAD TO A
 AH0574'SHARP CURVE, THENCE 0.9 MILE E ALONG ROAD, THENCE 1.0 MILE SOUTH ALONG
 AH0574'ROAD.  ON THE OUTSIDE OF A CURVE OF OLD ROAD, 69 FT NORTH OF A FENCE
 AH0574'CORNER, 36 FT. WEST OF ROAD, 30 FT NORTH OF TRACK ROAD, AND 1.0 FOOT
 AH0574'EAST OF THE FENCE.  A STANDARD DISK STAMPED T 635 1942 AND SET IN THE
 AH0574'TOP OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0905 ***********************************************************************
 AH0905  DESIGNATION -  T 636
 AH0905  PID         -  AH0905
 AH0905  STATE/COUNTY-  TX/KLEBERG
 AH0905  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0905
 AH0905                         *CURRENT SURVEY CONTROL
 AH0905  ___________________________________________________________________
 AH0905* NAD 83(1986)-  27 31 31.     (N)    097 46 00.     (W)     SCALED    
 AH0905* NAVD 88     -        15.415  (meters)      50.57   (feet)  ADJUSTED  
 AH0905  ___________________________________________________________________
 AH0905  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH0905  DYNAMIC HT  -          15.391 (meters)      50.50  (feet)  COMP
 AH0905  MODELED GRAV-     979,102.2   (mgal)                       NAVD 88
 AH0905
 AH0905  VERT ORDER  -  SECOND    CLASS 0
 AH0905
 AH0905.The horizontal coordinates were scaled from a topographic map and have
 AH0905.an estimated accuracy of +/- 6 seconds.
 AH0905
 AH0905.The orthometric height was determined by differential leveling
 AH0905.and adjusted by the National Geodetic Survey in June 1991..
 AH0905
 AH0905.The geoid height was determined by GEOID03.
 AH0905
 AH0905.The dynamic height is computed by dividing the NAVD 88
 AH0905.geopotential number by the normal gravity value computed on the
 AH0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0905.degrees latitude (g = 980.6199 gals.).
 AH0905
 AH0905.The modeled gravity was interpolated from observed gravity values.
 AH0905
 AH0905;                    North         East    Units  Estimated Accuracy
 AH0905;SPC TX S     - 5,206,130.      372,440.      MT  (+/- 180 meters Scaled)
 AH0905
 AH0905                          SUPERSEDED SURVEY CONTROL
 AH0905
 AH0905  NGVD 29 (??/??/92)   15.527  (m)           50.94   (f) ADJ UNCH    2 0
 AH0905
 AH0905.Superseded values are not recommended for survey control.
 AH0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0905.See file dsdata.txt to determine how the superseded data were derived.
 AH0905
 AH0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR217452(NAD 83)
 AH0905_MARKER: DB = BENCH MARK DISK
 AH0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0905_STAMPING: T-636 1942
 AH0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0905+STABILITY: SURFACE MOTION
 AH0905
 AH0905  HISTORY     - Date     Condition        Report By
 AH0905  HISTORY     - 1942     MONUMENTED       CGS
 AH0905  HISTORY     - 1975     GOOD             USGS
 AH0905  HISTORY     - 1982     GOOD             USGS
 AH0905
 AH0905                          STATION DESCRIPTION
 AH0905
 AH0905'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0905'2.6 MI E FROM KINGSVILLE.
 AH0905'2.6 MI E ALONG FARM RD. 2045 TO THE MAIN GATE OF THE LAURELES DIVISION
 AH0905'OF THE KING RANCH FROM THE NE EDGE OF KINGSVILLE, TEXAS AT THE
 AH0905'INTERSECTION OF U.S. HWY 77 AND FARM RD. 2045, CONTINUE 2.2 MILES EAST
 AH0905'ALONG PAVED RD.  250 FT NW OF A BUMP-GATE, 160 FT W OF PALO MARCADO
 AH0905'WINDMILL, 58 FT N OF RD, 1.0 FT S OF FENCE.  A STANDARD DISK, STAMPED
 AH0905'T - 636 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FT.
 AH0905
 AH0905                          STATION RECOVERY (1982)
 AH0905
 AH0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 AH0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0505 ***********************************************************************
 AE0505  DESIGNATION -  T 638
 AE0505  PID         -  AE0505
 AE0505  STATE/COUNTY-  TX/HIDALGO
 AE0505  USGS QUAD   -  EDINBURG (1983)
 AE0505
 AE0505                         *CURRENT SURVEY CONTROL
 AE0505  ___________________________________________________________________
 AE0505* NAD 83(1986)-  26 18 38.     (N)    098 13 34.     (W)     SCALED    
 AE0505* NAVD 88     -        32.707  (meters)     107.31   (feet)  ADJUSTED  
 AE0505  ___________________________________________________________________
 AE0505  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE0505  DYNAMIC HT  -          32.653 (meters)     107.13  (feet)  COMP
 AE0505  MODELED GRAV-     979,008.7   (mgal)                       NAVD 88
 AE0505
 AE0505  VERT ORDER  -  SECOND    CLASS 0
 AE0505
 AE0505.The horizontal coordinates were scaled from a topographic map and have
 AE0505.an estimated accuracy of +/- 6 seconds.
 AE0505
 AE0505.The orthometric height was determined by differential leveling
 AE0505.and adjusted by the National Geodetic Survey in June 1991..
 AE0505
 AE0505.The geoid height was determined by GEOID03.
 AE0505
 AE0505.The dynamic height is computed by dividing the NAVD 88
 AE0505.geopotential number by the normal gravity value computed on the
 AE0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0505.degrees latitude (g = 980.6199 gals.).
 AE0505
 AE0505.The modeled gravity was interpolated from observed gravity values.
 AE0505
 AE0505;                    North         East    Units  Estimated Accuracy
 AE0505;SPC TX S     - 5,071,370.      327,350.      MT  (+/- 180 meters Scaled)
 AE0505
 AE0505                          SUPERSEDED SURVEY CONTROL
 AE0505
 AE0505  NGVD 29 (??/??/92)   32.816  (m)          107.66   (f) ADJ UNCH    2 0
 AE0505
 AE0505.Superseded values are not recommended for survey control.
 AE0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0505.See file dsdata.txt to determine how the superseded data were derived.
 AE0505
 AE0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ772103(NAD 83)
 AE0505_MARKER: DB = BENCH MARK DISK
 AE0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0505_SP_SET: SIPHON
 AE0505_STAMPING: T 638 1942
 AE0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0505
 AE0505  HISTORY     - Date     Condition        Report By
 AE0505  HISTORY     - 1942     MONUMENTED       CGS
 AE0505
 AE0505                          STATION DESCRIPTION
 AE0505
 AE0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0505'4.0 MI W FROM EDINBURG.
 AE0505'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 4.0 MILES
 AE0505'WESTERLY ALONG STATE HIGHWAY NO. 107 TO INTERSECTION OF CROSSROAD AND
 AE0505'SITE OF THE BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF
 AE0505'THE SOUTH END OF THE WEST HEADWALL OF CONCRETE INVERTED SIPHON UNDER
 AE0505'THE SIDE ROAD, 42.0 FEET NORTH OF AND ABOUT 3.0 FEET ABOVE THE
 AE0505'CENTERLINE OF THE HIGHWAY AND 30.0 FEET WEST OF THE CENTERLINE OF THE
 AE0505'SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3314 ***********************************************************************
 AW3314  DESIGNATION -  T 639
 AW3314  PID         -  AW3314
 AW3314  STATE/COUNTY-  TX/HARRIS
 AW3314  USGS QUAD   -  FRIENDSWOOD (1995)
 AW3314
 AW3314                         *CURRENT SURVEY CONTROL
 AW3314  ___________________________________________________________________
 AW3314* NAD 83(1986)-  29 35 09.     (N)    095 09 48.     (W)     SCALED    
 AW3314* NAVD 88     -         8.45   (+/-2cm)      27.7    (feet)  VERTCON   
 AW3314  ___________________________________________________________________
 AW3314  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW3314
 AW3314  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3314
 AW3314.The horizontal coordinates were scaled from a topographic map and have
 AW3314.an estimated accuracy of +/- 6 seconds.
 AW3314
 AW3314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3314.The vertical order pertains to the NGVD 29 superseded value.
 AW3314
 AW3314.The geoid height was determined by GEOID03.
 AW3314
 AW3314;                    North         East    Units  Estimated Accuracy
 AW3314;SPC TXSC     - 4,200,320.      971,600.      MT  (+/- 180 meters Scaled)
 AW3314
 AW3314                          SUPERSEDED SURVEY CONTROL
 AW3314
 AW3314  NGVD 29 (??/??/92)    8.443  (m)           27.70   (f) ADJ UNCH    1 2
 AW3314
 AW3314.Superseded values are not recommended for survey control.
 AW3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3314.See file dsdata.txt to determine how the superseded data were derived.
 AW3314
 AW3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN904748(NAD 83)
 AW3314_MARKER: DB = BENCH MARK DISK
 AW3314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3314_SP_SET: CULVERT
 AW3314_STAMPING: T 639 1942
 AW3314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3314
 AW3314  HISTORY     - Date     Condition        Report By
 AW3314  HISTORY     - 1941     MONUMENTED       CGS
 AW3314  HISTORY     - 1959     GOOD             NGS
 AW3314  HISTORY     - 1964     GOOD             NGS
 AW3314  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3314  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3314  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3314  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3314  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3314
 AW3314                          STATION DESCRIPTION
 AW3314
 AW3314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3314'4.15 MI NW FROM WEBSTER.
 AW3314'ABOUT 4.15 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW3314'RAILROAD FROM THE POSTOFFICE AT WEBSTER, 2 1/2 POLES SOUTHEAST OF A
 AW3314'CROSSING, 136 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 49 FEET SOUTHWEST
 AW3314'OF THE CENTER LINE OF STATE HIGHWAY 3, IN THE TOP AND CENTER OF THE
 AW3314'SOUTHEAST CONCRETE HEAD WALL OF A SMALL BOX CULVERT OVER A DITCH, 13
 AW3314'1/2 FEET NORTHEAST OF A FENCE, ABOUT 2 FEET ABOVE THE GROUND, AND
 AW3314'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AW3314
 AW3314                          STATION RECOVERY (1964)
 AW3314
 AW3314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3314'RECOVERED IN GOOD CONDITION.
 AW3314
 AW3314                          STATION RECOVERY (1989)
 AW3314
 AW3314'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW3314'MARK NOT FOUND.
 AW3314
 AW3314                          STATION RECOVERY (1989)
 AW3314
 AW3314'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLS)
 AW3314'MARK NOT FOUND.
 AW3314
 AW3314                          STATION RECOVERY (1989)
 AW3314
 AW3314'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW3314'MARK NOT FOUND.
 AW3314
 AW3314                          STATION RECOVERY (1989)
 AW3314
 AW3314'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW3314'MARK NOT FOUND.
 AW3314
 AW3314                          STATION RECOVERY (1989)
 AW3314
 AW3314'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW3314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0081 ***********************************************************************
 AP0081  DESIGNATION -  T 64
 AP0081  PID         -  AP0081
 AP0081  STATE/COUNTY-  TX/MAVERICK
 AP0081  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0081
 AP0081                         *CURRENT SURVEY CONTROL
 AP0081  ___________________________________________________________________
 AP0081* NAD 83(1986)-  28 42 35.     (N)    100 29 54.     (W)     SCALED    
 AP0081* NAVD 88     -       225.702  (meters)     740.49   (feet)  ADJUSTED  
 AP0081  ___________________________________________________________________
 AP0081  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0081  DYNAMIC HT  -         225.365 (meters)     739.38  (feet)  COMP
 AP0081  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 AP0081
 AP0081  VERT ORDER  -  FIRST     CLASS II
 AP0081
 AP0081.The horizontal coordinates were scaled from a topographic map and have
 AP0081.an estimated accuracy of +/- 6 seconds.
 AP0081
 AP0081.The orthometric height was determined by differential leveling
 AP0081.and adjusted by the National Geodetic Survey in June 1991..
 AP0081
 AP0081.The geoid height was determined by GEOID03.
 AP0081
 AP0081.The dynamic height is computed by dividing the NAVD 88
 AP0081.geopotential number by the normal gravity value computed on the
 AP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0081.degrees latitude (g = 980.6199 gals.).
 AP0081
 AP0081.The modeled gravity was interpolated from observed gravity values.
 AP0081
 AP0081;                    North         East    Units  Estimated Accuracy
 AP0081;SPC TXSC     - 4,098,070.      453,610.      MT  (+/- 180 meters Scaled)
 AP0081
 AP0081                          SUPERSEDED SURVEY CONTROL
 AP0081
 AP0081  NGVD 29 (??/??/92)  225.568  (m)          740.05   (f) ADJ UNCH    1 2
 AP0081
 AP0081.Superseded values are not recommended for survey control.
 AP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0081.See file dsdata.txt to determine how the superseded data were derived.
 AP0081
 AP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS536767(NAD 83)
 AP0081_MARKER: DB = BENCH MARK DISK
 AP0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AP0081_SP_SET: BUILDING
 AP0081_STAMPING: T 64 1919 ELEV 740.074 FT
 AP0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0081
 AP0081  HISTORY     - Date     Condition        Report By
 AP0081  HISTORY     - 1919     MONUMENTED       CGS
 AP0081  HISTORY     - 1957     GOOD             NGS
 AP0081  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0081
 AP0081                          STATION DESCRIPTION
 AP0081
 AP0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0081'IN EAGLE PASS.
 AP0081'AT EAGLE PASS, 63 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE TEXAS
 AP0081'AND NEW ORLEANS RAILROAD STATION, 16 FEET NORTH OF THE CENTER LINE OF
 AP0081'QUARRY STREET, 15 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 0.7
 AP0081'FOOT NORTH OF THE SOUTHEAST CORNER OF THE RAILWAY EXPRESS OFFICE, 2.6
 AP0081'FEET ABOVE THE GROUND, SET VERTICALLY IN THE EAST WALL OF THE RAILWAY
 AP0081'EXPRESS BUILDING.
 AP0081
 AP0081                          STATION RECOVERY (1982)
 AP0081
 AP0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0081'NOT RECOVERED AT THIS TIME, OLD BUILDING HAS BEEN TORN DOWN,
 AP0081'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0085 ***********************************************************************
 AP0085  DESIGNATION -  T 64 C IAGS
 AP0085  PID         -  AP0085
 AP0085  STATE/COUNTY-  TX/MAVERICK
 AP0085  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0085
 AP0085                         *CURRENT SURVEY CONTROL
 AP0085  ___________________________________________________________________
 AP0085* NAD 83(1986)-  28 43 33.     (N)    100 29 50.     (W)     SCALED    
 AP0085* NAVD 88     -       242.400  (meters)     795.27   (feet)  ADJUSTED  
 AP0085  ___________________________________________________________________
 AP0085  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AP0085  DYNAMIC HT  -         242.038 (meters)     794.09  (feet)  COMP
 AP0085  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 AP0085
 AP0085  VERT ORDER  -  FIRST     CLASS II
 AP0085
 AP0085.The horizontal coordinates were scaled from a topographic map and have
 AP0085.an estimated accuracy of +/- 6 seconds.
 AP0085
 AP0085.The orthometric height was determined by differential leveling
 AP0085.and adjusted by the National Geodetic Survey in June 1991..
 AP0085.WARNING-Repeat measurements at this control monument indicate possible
 AP0085.vertical movement.
 AP0085
 AP0085.The geoid height was determined by GEOID03.
 AP0085
 AP0085.The dynamic height is computed by dividing the NAVD 88
 AP0085.geopotential number by the normal gravity value computed on the
 AP0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0085.degrees latitude (g = 980.6199 gals.).
 AP0085
 AP0085.The modeled gravity was interpolated from observed gravity values.
 AP0085
 AP0085;                    North         East    Units  Estimated Accuracy
 AP0085;SPC TXSC     - 4,099,850.      453,750.      MT  (+/- 180 meters Scaled)
 AP0085
 AP0085                          SUPERSEDED SURVEY CONTROL
 AP0085
 AP0085.No superseded survey control is available for this station.
 AP0085
 AP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS537785(NAD 83)
 AP0085_MARKER: DD = SURVEY DISK
 AP0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0085_SP_SET: TRAFFIC ISLAND
 AP0085_STAMPING: T 64 C 1956
 AP0085_MARK LOGO: IAGS  
 AP0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0085
 AP0085  HISTORY     - Date     Condition        Report By
 AP0085  HISTORY     - 1956     MONUMENTED       IAGS
 AP0085  HISTORY     - 1957     GOOD             NGS
 AP0085  HISTORY     - 1982     GOOD             NGS
 AP0085
 AP0085                          STATION DESCRIPTION
 AP0085
 AP0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0085'1.3 MI N FROM EAGLE PASS.
 AP0085'0.9 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0085'STATION AT EAGLE PASS, THENCE 0.2 MILE WEST ALONG ROSWELL STREET,
 AP0085'THENCE 0.2 MILE NORTH ALONG U.S. HIGHWAY 277, 109 FEET SOUTHWEST OF
 AP0085'THE NORTHWEST CORNER OF THE GYMNASIUM AT THE HIGH SCHOOL, AT THE NORTH
 AP0085'ONE OF TWO CONCRETE TRAFFIC ISLANDS WHICH ARE ON THE WEST SIDE OF THE
 AP0085'HIGH SCHOOL, 76 FEET SOUTH OF THE NORTH END OF THE TRAFFIC ISLAND, 28
 AP0085'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT ABOVE THE
 AP0085'GROUND, SET IN THE TOP OF A CONCRETE TRAFFIC ISLAND.
 AP0085
 AP0085                          STATION RECOVERY (1982)
 AP0085
 AP0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0085'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0085'EAGLE PASS THENCE 2.0 KM (1.25 FT) NORTH ALONG U.S. HIGHWAY 277 AND
 AP0085'CEYLON STREET, AT THE NORTH ONE OF TWO TRAFFIC ISLAND WHICH ARE ON THE
 AP0085'WEST SIDE OF THE EAGLE PASS HIGH SCHOOL, 33.2 METERS (109.0 FT) SOUTH
 AP0085'WEST OF NORTHWEST CORNER OF THE GYMNASIUM AT THE HIGH SCHOOL,
 AP0085'23.1 METERS (76.0 FT) SOUTH OF THE NORTH END OF THE TRIFFIC ISLAND,
 AP0085'AND 8.5 METERS (28.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 AP0085'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0092 ***********************************************************************
 AP0092  DESIGNATION -  T 64 F IAGS
 AP0092  PID         -  AP0092
 AP0092  STATE/COUNTY-  TX/MAVERICK
 AP0092  USGS QUAD   -  DEADMANS HILL (1974)
 AP0092
 AP0092                         *CURRENT SURVEY CONTROL
 AP0092  ___________________________________________________________________
 AP0092* NAD 83(1986)-  28 45 46.     (N)    100 29 35.     (W)     SCALED    
 AP0092* NAVD 88     -       230.477  (meters)     756.16   (feet)  ADJUSTED  
 AP0092  ___________________________________________________________________
 AP0092  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AP0092  DYNAMIC HT  -         230.133 (meters)     755.03  (feet)  COMP
 AP0092  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 AP0092
 AP0092  VERT ORDER  -  FIRST     CLASS II
 AP0092
 AP0092.The horizontal coordinates were scaled from a topographic map and have
 AP0092.an estimated accuracy of +/- 6 seconds.
 AP0092
 AP0092.The orthometric height was determined by differential leveling
 AP0092.and adjusted by the National Geodetic Survey in June 1991..
 AP0092
 AP0092.The geoid height was determined by GEOID03.
 AP0092
 AP0092.The dynamic height is computed by dividing the NAVD 88
 AP0092.geopotential number by the normal gravity value computed on the
 AP0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0092.degrees latitude (g = 980.6199 gals.).
 AP0092
 AP0092.The modeled gravity was interpolated from observed gravity values.
 AP0092
 AP0092;                    North         East    Units  Estimated Accuracy
 AP0092;SPC TXSC     - 4,103,940.      454,200.      MT  (+/- 180 meters Scaled)
 AP0092
 AP0092                          SUPERSEDED SURVEY CONTROL
 AP0092
 AP0092  NGVD 29 (??/??/92)  230.35   (m)          755.7    (f) COMPUTED    1 2
 AP0092
 AP0092.Superseded values are not recommended for survey control.
 AP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0092.See file dsdata.txt to determine how the superseded data were derived.
 AP0092
 AP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS542826(NAD 83)
 AP0092_MARKER: DD = SURVEY DISK
 AP0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0092_SP_SET: CULVERT
 AP0092_STAMPING: T 64 F 1956
 AP0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0092
 AP0092  HISTORY     - Date     Condition        Report By
 AP0092  HISTORY     - 1956     MONUMENTED       IAGS
 AP0092  HISTORY     - 1957     GOOD             NGS
 AP0092  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0092
 AP0092                          STATION DESCRIPTION
 AP0092
 AP0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0092'5.1 MI NW FROM EAGLE PASS.
 AP0092'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0092'STATION AT EAGLE PASS, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD,
 AP0092'THENCE 0.9 MILE SOUTHWEST ALONG FARM ROAD 1588, AT A JUNCTION WITH
 AP0092'U.S. HIGHWAY 277, 374 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD,
 AP0092'17.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 AP0092'THE CENTER OF THE EAST HEADWALL OF A SMALL CONCRETE CULVERT.
 AP0092
 AP0092                          STATION RECOVERY (1982)
 AP0092
 AP0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0092'NOT RECOVERED, HIGHWAY HAS BEEN WIDENED, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0157 ***********************************************************************
 AE0157  DESIGNATION -  T 641
 AE0157  PID         -  AE0157
 AE0157  STATE/COUNTY-  TX/HIDALGO
 AE0157  USGS QUAD   -  LA REFORMA (1993)
 AE0157
 AE0157                         *CURRENT SURVEY CONTROL
 AE0157  ___________________________________________________________________
 AE0157* NAD 83(1986)-  26 40 23.     (N)    098 20 22.     (W)     SCALED    
 AE0157* NAVD 88     -        60.585  (meters)     198.77   (feet)  ADJUSTED  
 AE0157  ___________________________________________________________________
 AE0157  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AE0157  DYNAMIC HT  -          60.487 (meters)     198.45  (feet)  COMP
 AE0157  MODELED GRAV-     979,023.6   (mgal)                       NAVD 88
 AE0157
 AE0157  VERT ORDER  -  SECOND    CLASS 0
 AE0157
 AE0157.The horizontal coordinates were scaled from a topographic map and have
 AE0157.an estimated accuracy of +/- 6 seconds.
 AE0157
 AE0157.The orthometric height was determined by differential leveling
 AE0157.and adjusted by the National Geodetic Survey in June 1991..
 AE0157
 AE0157.The geoid height was determined by GEOID03.
 AE0157
 AE0157.The dynamic height is computed by dividing the NAVD 88
 AE0157.geopotential number by the normal gravity value computed on the
 AE0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0157.degrees latitude (g = 980.6199 gals.).
 AE0157
 AE0157.The modeled gravity was interpolated from observed gravity values.
 AE0157
 AE0157;                    North         East    Units  Estimated Accuracy
 AE0157;SPC TX S     - 5,111,510.      315,980.      MT  (+/- 180 meters Scaled)
 AE0157
 AE0157                          SUPERSEDED SURVEY CONTROL
 AE0157
 AE0157  NGVD 29 (??/??/92)   60.675  (m)          199.06   (f) ADJ UNCH    2 0
 AE0157
 AE0157.Superseded values are not recommended for survey control.
 AE0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0157.See file dsdata.txt to determine how the superseded data were derived.
 AE0157
 AE0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ657503(NAD 83)
 AE0157_MARKER: DB = BENCH MARK DISK
 AE0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0157_STAMPING: T 641 1942
 AE0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0157+STABILITY: SURFACE MOTION
 AE0157
 AE0157  HISTORY     - Date     Condition        Report By
 AE0157  HISTORY     - 1942     MONUMENTED       CGS
 AE0157  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0157
 AE0157                          STATION DESCRIPTION
 AE0157
 AE0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0157'1.5 MI S FROM CIPRES.
 AE0157'TO REACH FROM THE POST OFFICE AT CIPRES-- PROCEED 1.5 MILES SOUTHERLY
 AE0157'ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AE0157'400.0 FEET SOUTHWEST OF A FARM HOUSE, ABOUT 0.6 MILE NORTH OF A CATTLE
 AE0157'GUARD.  IT IS 21.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AE0157'CENTERLINE OF THE ROAD AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AE0157'POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0157
 AE0157                          STATION RECOVERY (1972)
 AE0157
 AE0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0017 ***********************************************************************
 AE0017  DESIGNATION -  T 642 RESET 1957
 AE0017  PID         -  AE0017
 AE0017  STATE/COUNTY-  TX/STARR
 AE0017  USGS QUAD   -  SAN ISIDRO (1993)
 AE0017
 AE0017                         *CURRENT SURVEY CONTROL
 AE0017  ___________________________________________________________________
 AE0017* NAD 83(1986)-  26 38 21.     (N)    098 28 58.     (W)     SCALED    
 AE0017* NAVD 88     -       112.22   (meters)     368.2    (feet)  RESET     
 AE0017  ___________________________________________________________________
 AE0017  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AE0017
 AE0017  VERT ORDER  -  THIRD
 AE0017
 AE0017.The horizontal coordinates were scaled from a topographic map and have
 AE0017.an estimated accuracy of +/- 6 seconds.
 AE0017
 AE0017.The orthometric height was computed from unverified reset data.
 AE0017
 AE0017.The geoid height was determined by GEOID03.
 AE0017
 AE0017;                    North         East    Units  Estimated Accuracy
 AE0017;SPC TX S     - 5,107,750.      301,720.      MT  (+/- 180 meters Scaled)
 AE0017
 AE0017                          SUPERSEDED SURVEY CONTROL
 AE0017
 AE0017.No superseded survey control is available for this station.
 AE0017
 AE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ514465(NAD 83)
 AE0017_MARKER: DD = SURVEY DISK
 AE0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0017_STAMPING: T 642 RESET 1957
 AE0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0017+STABILITY: SURFACE MOTION
 AE0017
 AE0017  HISTORY     - Date     Condition        Report By
 AE0017  HISTORY     - 1957     MONUMENTED       TXHD
 AE0017  HISTORY     - 1959     GOOD             TXHD
 AE0017
 AE0017                          STATION DESCRIPTION
 AE0017
 AE0017'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AE0017'1.4 MI SW FROM CAMP SUN.
 AE0017'ABOUT 1.4 MILES SOUTHWEST ALONG F.M. ROAD NO. 2294 FROM THE LARGE MAIN
 AE0017'ENTRANCE GATE TO SUN OIL COMPANY PUMPING PLANT AND HOUSING AREA, 8
 AE0017'INCHES NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 25 YARDS EAST OF
 AE0017'A POWER POLE WHICH IS IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD
 AE0017'AND ABOUT 100 YARDS WEST OF A SMALL CULVERT.  IT IS 41 FEET LEFT OF
 AE0017'HIGHWAY SURVEY STATION 527 + 00.  A STANDARD DISK STAMPED T 642 RESET
 AE0017'1957 IN A CONCRETE FILLED METAL CYLINDER 6 INCHES IN DIAMETER AND
 AE0017'PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0991 ***********************************************************************
 AE0991  DESIGNATION -  T 643
 AE0991  PID         -  AE0991
 AE0991  STATE/COUNTY-  TX/STARR
 AE0991  USGS QUAD   -  RINCON (1993)
 AE0991
 AE0991                         *CURRENT SURVEY CONTROL
 AE0991  ___________________________________________________________________
 AE0991* NAD 83(1986)-  26 36 30.     (N)    098 32 24.     (W)     SCALED    
 AE0991* NAVD 88     -       131.853  (meters)     432.59   (feet)  ADJUSTED  
 AE0991  ___________________________________________________________________
 AE0991  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AE0991  DYNAMIC HT  -         131.636 (meters)     431.88  (feet)  COMP
 AE0991  MODELED GRAV-     979,002.8   (mgal)                       NAVD 88
 AE0991
 AE0991  VERT ORDER  -  SECOND    CLASS 0
 AE0991
 AE0991.The horizontal coordinates were scaled from a topographic map and have
 AE0991.an estimated accuracy of +/- 6 seconds.
 AE0991
 AE0991.The orthometric height was determined by differential leveling
 AE0991.and adjusted by the National Geodetic Survey in June 1991..
 AE0991
 AE0991.The geoid height was determined by GEOID03.
 AE0991
 AE0991.The dynamic height is computed by dividing the NAVD 88
 AE0991.geopotential number by the normal gravity value computed on the
 AE0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0991.degrees latitude (g = 980.6199 gals.).
 AE0991
 AE0991.The modeled gravity was interpolated from observed gravity values.
 AE0991
 AE0991;                    North         East    Units  Estimated Accuracy
 AE0991;SPC TX S     - 5,104,330.      296,020.      MT  (+/- 180 meters Scaled)
 AE0991
 AE0991                          SUPERSEDED SURVEY CONTROL
 AE0991
 AE0991  NGVD 29 (??/??/92)  131.914  (m)          432.79   (f) ADJ UNCH    2 0
 AE0991
 AE0991.Superseded values are not recommended for survey control.
 AE0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0991.See file dsdata.txt to determine how the superseded data were derived.
 AE0991
 AE0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ457431(NAD 83)
 AE0991_MARKER: DB = BENCH MARK DISK
 AE0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0991_STAMPING: T 643 1942
 AE0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0991+STABILITY: SURFACE MOTION
 AE0991
 AE0991  HISTORY     - Date     Condition        Report By
 AE0991  HISTORY     - 1942     MONUMENTED       CGS
 AE0991
 AE0991                          STATION DESCRIPTION
 AE0991
 AE0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0991'18.8 MI NW FROM MCCOOK.
 AE0991'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.7 MILES NORTHERLY
 AE0991'ALONG DIRT ROAD TO SHARP CURVE TO THE WEST.  THENCE, GO 10.7 MILES
 AE0991'WESTERLY ALONG ROAD TO INTERSECTION OF NORTH-SOUTH ROAD. THENCE, GO
 AE0991'3.4 MILES NORTHERLY ALONG ROAD TO SITE OF BENCH MARK. BENCH MARK IS
 AE0991'ABOUT 0.7 MILE SOUTH OF INTERSECTION OF ROAD LEADING EAST OT AN OIL
 AE0991'FIELD, 19.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AE0991'CATTLE GUARD ACROSS THE ROAD.  IT IS 4.0 FEET WEST OF A FENCE CORNER
 AE0991'AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT
 AE0991'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0645 ***********************************************************************
 AE0645  DESIGNATION -  T 644
 AE0645  PID         -  AE0645
 AE0645  STATE/COUNTY-  TX/HIDALGO
 AE0645  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0645
 AE0645                         *CURRENT SURVEY CONTROL
 AE0645  ___________________________________________________________________
 AE0645* NAD 83(1986)-  26 15 40.     (N)    098 32 18.     (W)     SCALED    
 AE0645* NAVD 88     -        49.120  (meters)     161.15   (feet)  ADJUSTED  
 AE0645  ___________________________________________________________________
 AE0645  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE0645  DYNAMIC HT  -          49.038 (meters)     160.89  (feet)  COMP
 AE0645  MODELED GRAV-     978,986.7   (mgal)                       NAVD 88
 AE0645
 AE0645  VERT ORDER  -  FIRST     CLASS II
 AE0645
 AE0645.The horizontal coordinates were scaled from a topographic map and have
 AE0645.an estimated accuracy of +/- 6 seconds.
 AE0645
 AE0645.The orthometric height was determined by differential leveling
 AE0645.and adjusted by the National Geodetic Survey in June 1991..
 AE0645.WARNING-Repeat measurements at this control monument indicate possible
 AE0645.vertical movement.
 AE0645
 AE0645.The geoid height was determined by GEOID03.
 AE0645
 AE0645.The dynamic height is computed by dividing the NAVD 88
 AE0645.geopotential number by the normal gravity value computed on the
 AE0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0645.degrees latitude (g = 980.6199 gals.).
 AE0645
 AE0645.The modeled gravity was interpolated from observed gravity values.
 AE0645
 AE0645;                    North         East    Units  Estimated Accuracy
 AE0645;SPC TX S     - 5,065,860.      296,170.      MT  (+/- 180 meters Scaled)
 AE0645
 AE0645                          SUPERSEDED SURVEY CONTROL
 AE0645
 AE0645.No superseded survey control is available for this station.
 AE0645
 AE0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ461046(NAD 83)
 AE0645_MARKER: DB = BENCH MARK DISK
 AE0645_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE0645_SP_SET: CULVERT HEADWALL
 AE0645_STAMPING: T 644 1942
 AE0645_MARK LOGO: CGS   
 AE0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0645+STABILITY: SURFACE MOTION
 AE0645
 AE0645  HISTORY     - Date     Condition        Report By
 AE0645  HISTORY     - 1942     MONUMENTED       CGS
 AE0645  HISTORY     - 1943     GOOD             USGS
 AE0645  HISTORY     - 1981     GOOD             NGS
 AE0645  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0645
 AE0645                          STATION DESCRIPTION
 AE0645
 AE0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0645'1.9 MI E FROM SULLIVAN CITY.
 AE0645'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.9 MILES
 AE0645'EASTERLY ALONG U.S. HIGHWAY NO. 83 TO THE SITE OF THE BENCH MARK.
 AE0645'BENCH MARK IS SET HORIZONTALLY IN THE SOUTH HEADWALL OF A 6X6-FOOT
 AE0645'CONCRETE CULVERT UNDER THE HIGHWAY.  IT IS 21.0 FEET SOUTH OF AND
 AE0645'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AE0645
 AE0645                          STATION RECOVERY (1943)
 AE0645
 AE0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0645'BENCH MARK IS ABOUT 1.9 MILES EASTERLY ALONG U.S. HIGHWAY NO. 83 FROM
 AE0645'THE POST OFFICE AT SULLIVAN CITY, 21.0 FEET SOUTH OF AND ABOUT THE
 AE0645'SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY AND IS SET
 AE0645'HORIZONTALLY IN THE CENTER OF THE SOUTH HEADWALL OF A CONRETE CULVERT
 AE0645'UNDER THE HIGHWAY. A DISK SET IN DRILL HOLE.
 AE0645
 AE0645                          STATION RECOVERY (1981)
 AE0645
 AE0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0645'2.0 KM (1.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 EASTBOUND FROM THE
 AE0645'JUNCTION OF FARM ROAD 886 SOUTH AT SULLIVAN CITY, THENCE 0.6 KM
 AE0645'(0.4 MI) NORTHWEST ALONG OLD U.S. HIGHWAY 83, SET IN THE TOP OF THE
 AE0645'SOUTH HEADWALL OF CONCRETE CULVERT UNDER THE HIGHWAY, 6.4 METERS
 AE0645'(21.0 FT) SOUTH OF CENTER OF THE ROAD.
 AE0645
 AE0645                          STATION RECOVERY (1992)
 AE0645
 AE0645'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0577 ***********************************************************************
 AE0577  DESIGNATION -  T 645
 AE0577  PID         -  AE0577
 AE0577  STATE/COUNTY-  TX/HIDALGO
 AE0577  USGS QUAD   -  FAYSVILLE (1963)
 AE0577
 AE0577                         *CURRENT SURVEY CONTROL
 AE0577  ___________________________________________________________________
 AE0577* NAD 83(1986)-  26 27 10.     (N)    098 08 57.     (W)     SCALED    
 AE0577* NAVD 88     -        24.297  (meters)      79.71   (feet)  ADJUSTED  
 AE0577  ___________________________________________________________________
 AE0577  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE0577  DYNAMIC HT  -          24.258 (meters)      79.59  (feet)  COMP
 AE0577  MODELED GRAV-     979,024.0   (mgal)                       NAVD 88
 AE0577
 AE0577  VERT ORDER  -  SECOND    CLASS 0
 AE0577
 AE0577.The horizontal coordinates were scaled from a topographic map and have
 AE0577.an estimated accuracy of +/- 6 seconds.
 AE0577
 AE0577.The orthometric height was determined by differential leveling
 AE0577.and adjusted by the National Geodetic Survey in June 1991..
 AE0577
 AE0577.The geoid height was determined by GEOID03.
 AE0577
 AE0577.The dynamic height is computed by dividing the NAVD 88
 AE0577.geopotential number by the normal gravity value computed on the
 AE0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0577.degrees latitude (g = 980.6199 gals.).
 AE0577
 AE0577.The modeled gravity was interpolated from observed gravity values.
 AE0577
 AE0577;                    North         East    Units  Estimated Accuracy
 AE0577;SPC TX S     - 5,087,140.      334,990.      MT  (+/- 180 meters Scaled)
 AE0577
 AE0577                          SUPERSEDED SURVEY CONTROL
 AE0577
 AE0577  NGVD 29 (??/??/92)   24.404  (m)           80.07   (f) ADJ UNCH    2 0
 AE0577
 AE0577.Superseded values are not recommended for survey control.
 AE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0577.See file dsdata.txt to determine how the superseded data were derived.
 AE0577
 AE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ848261(NAD 83)
 AE0577_MARKER: DB = BENCH MARK DISK
 AE0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0577_STAMPING: T 645 1942
 AE0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0577+STABILITY: SURFACE MOTION
 AE0577
 AE0577  HISTORY     - Date     Condition        Report By
 AE0577  HISTORY     - 1942     MONUMENTED       CGS
 AE0577  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0577
 AE0577                          STATION DESCRIPTION
 AE0577
 AE0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0577'11.5 MI NW FROM EDINBURG.
 AE0577'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0577'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0577'WEST.  THENCE, GO 1.0 MILE WESTERLY ALONG DIRT ROAD TO THE SITE OF THE
 AE0577'BENCH MARK.  BENCH MARK IS ON THE TOP OF A LOW RIDGE, AT THE WEST END
 AE0577'OF A CULTIVATED FIELD AND 50.0 FEET EAST OF A GATE IN FENCE.  IT IS
 AE0577'34.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0577'THE ROAD, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AE0577'SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0577
 AE0577                          STATION RECOVERY (1962)
 AE0577
 AE0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1041 ***********************************************************************
 AW1041  DESIGNATION -  T 646
 AW1041  PID         -  AW1041
 AW1041  STATE/COUNTY-  TX/HARRIS
 AW1041  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1041
 AW1041                         *CURRENT SURVEY CONTROL
 AW1041  ___________________________________________________________________
 AW1041* NAD 83(1986)-  29 31 38.     (N)    095 10 53.     (W)     SCALED    
 AW1041* NAVD 88     -         8.26   (+/-2cm)      27.1    (feet)  VERTCON   
 AW1041  ___________________________________________________________________
 AW1041  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1041
 AW1041  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1041
 AW1041.The horizontal coordinates were scaled from a topographic map and have
 AW1041.an estimated accuracy of +/- 6 seconds.
 AW1041
 AW1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1041.The vertical order pertains to the NGVD 29 superseded value.
 AW1041
 AW1041.The geoid height was determined by GEOID03.
 AW1041
 AW1041;                    North         East    Units  Estimated Accuracy
 AW1041;SPC TXSC     - 4,193,770.      970,060.      MT  (+/- 180 meters Scaled)
 AW1041
 AW1041                          SUPERSEDED SURVEY CONTROL
 AW1041
 AW1041  NGVD 29 (??/??/92)    8.260  (m)           27.10   (f) ADJ UNCH    1 2
 AW1041
 AW1041.Superseded values are not recommended for survey control.
 AW1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1041.See file dsdata.txt to determine how the superseded data were derived.
 AW1041
 AW1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN885683(NAD 83)
 AW1041_MARKER: DB = BENCH MARK DISK
 AW1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1041_STAMPING: T 646 1942
 AW1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1041+STABILITY: SURFACE MOTION
 AW1041
 AW1041  HISTORY     - Date     Condition        Report By
 AW1041  HISTORY     - 1942     MONUMENTED       CGS
 AW1041  HISTORY     - 1973     GOOD             NGS
 AW1041  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1041  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1041  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1041  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1041  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1041  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1041
 AW1041                          STATION DESCRIPTION
 AW1041
 AW1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1041'4.95 MI W FROM WEBSTER.
 AW1041'0.5 MILE SOUTHWEST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE
 AW1041'HIGHWAY 3 AT WEBSTER, THENCE 0.95 MILE NORTHWEST ALONG NORTH TEXAS
 AW1041'AVENUE, TO FRIENDSWOOD LINK ROAD (BAY AREA BOULEVARD), THENCE 3.5
 AW1041'MILES SOUTH-WEST ALONG FRIENDSWOOD LINK ROAD, 30.0 FEET SOUTHEAST OF
 AW1041'THE CENTER LINE OF THE ROAD, 10.2 FEET SOUTHWEST OF A FENCE CORNER,
 AW1041'5.4 FEET SOUTHWEST OF A POWER POLE, 10.9 FEET SOUTHWEST OF A
 AW1041'UNDERGROUND TELEPHONE CABLE MARKER, 1.3 FEET NORTHWEST OF FENCE LINE,
 AW1041'1.5 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 AW1041'POST THAT IS FLUSH WITH THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 AW1041
 AW1041                          STATION RECOVERY (1978)
 AW1041
 AW1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1041'NOT RECOVERED.
 AW1041
 AW1041                          STATION RECOVERY (1987)
 AW1041
 AW1041'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1041'MARK NOT FOUND.
 AW1041
 AW1041                          STATION RECOVERY (1987)
 AW1041
 AW1041'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1041'MARK NOT FOUND.
 AW1041
 AW1041                          STATION RECOVERY (1997)
 AW1041
 AW1041'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1041'MARK NOT FOUND.
 AW1041
 AW1041                          STATION RECOVERY (1999)
 AW1041
 AW1041'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1041'MARK NOT FOUND.
 AW1041
 AW1041                          STATION RECOVERY (2000)
 AW1041
 AW1041'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3177 ***********************************************************************
 AW3177  DESIGNATION -  T 648
 AW3177  PID         -  AW3177
 AW3177  STATE/COUNTY-  TX/CHAMBERS
 AW3177  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW3177
 AW3177                         *CURRENT SURVEY CONTROL
 AW3177  ___________________________________________________________________
 AW3177* NAD 83(1986)-  29 44 26.     (N)    094 29 56.     (W)     SCALED    
 AW3177* NAVD 88     -         5.67   (+/-2cm)      18.6    (feet)  VERTCON   
 AW3177  ___________________________________________________________________
 AW3177  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW3177
 AW3177  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3177
 AW3177.The horizontal coordinates were scaled from a topographic map and have
 AW3177.an estimated accuracy of +/- 6 seconds.
 AW3177
 AW3177.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3177.The vertical order pertains to the NGVD 29 superseded value.
 AW3177
 AW3177.The geoid height was determined by GEOID03.
 AW3177
 AW3177;                    North         East    Units  Estimated Accuracy
 AW3177;SPC TXSC     - 4,219,750.    1,035,270.      MT  (+/- 180 meters Scaled)
 AW3177
 AW3177                          SUPERSEDED SURVEY CONTROL
 AW3177
 AW3177  NGVD 29 (??/??/92)    5.676  (m)           18.62   (f) ADJ UNCH    1 2
 AW3177
 AW3177.Superseded values are not recommended for survey control.
 AW3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3177.See file dsdata.txt to determine how the superseded data were derived.
 AW3177
 AW3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN550909(NAD 83)
 AW3177_MARKER: DB = BENCH MARK DISK
 AW3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3177_STAMPING: T 648 1942
 AW3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3177+STABILITY: SURFACE MOTION
 AW3177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3177+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AW3177
 AW3177  HISTORY     - Date     Condition        Report By
 AW3177  HISTORY     - 1942     MONUMENTED       CGS
 AW3177  HISTORY     - 1959     GOOD             NGS
 AW3177  HISTORY     - 1971     GOOD             NGS
 AW3177  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW3177  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3177  HISTORY     - 20050311 GOOD             USPSQD
 AW3177
 AW3177                          STATION DESCRIPTION
 AW3177
 AW3177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3177'9.0 MI SE FROM MONROE CITY.
 AW3177'ABOUT 5.45 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POST OFFICE AT
 AW3177'MONROE CITY, THENCE ABOUT 3.55 MILES SOUTH ALONG FARM ROAD 1941, 39
 AW3177'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE NORTH OF A
 AW3177'LARGE IRRIGATION DITCH, 175 FEET SOUTH OF A SMALL IRRIGATION DITCH, 2
 AW3177'1/2 FEET EAST OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT
 AW3177'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3177'GROUND.
 AW3177
 AW3177                          STATION RECOVERY (1971)
 AW3177
 AW3177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW3177'RECOVERED IN GOOD CONDITION.
 AW3177
 AW3177                          STATION RECOVERY (1996)
 AW3177
 AW3177'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3177'MARK NOT FOUND.
 AW3177
 AW3177                          STATION RECOVERY (2001)
 AW3177
 AW3177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3177
 AW3177                          STATION RECOVERY (2005)
 AW3177
 AW3177'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2564 ***********************************************************************
 AW2564  DESIGNATION -  T 649
 AW2564  PID         -  AW2564
 AW2564  STATE/COUNTY-  TX/CHAMBERS
 AW2564  USGS QUAD   -  STOWELL (1993)
 AW2564
 AW2564                         *CURRENT SURVEY CONTROL
 AW2564  ___________________________________________________________________
 AW2564* NAD 83(1986)-  29 48 20.     (N)    094 28 46.     (W)     SCALED    
 AW2564* NAVD 88     -         8.26   (+/-2cm)      27.1    (feet)  VERTCON   
 AW2564  ___________________________________________________________________
 AW2564  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2564
 AW2564  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2564
 AW2564.The horizontal coordinates were scaled from a topographic map and have
 AW2564.an estimated accuracy of +/- 6 seconds.
 AW2564
 AW2564.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2564.The vertical order pertains to the NGVD 29 superseded value.
 AW2564
 AW2564.The geoid height was determined by GEOID03.
 AW2564
 AW2564;                    North         East    Units  Estimated Accuracy
 AW2564;SPC TXSC     - 4,227,020.    1,036,870.      MT  (+/- 180 meters Scaled)
 AW2564
 AW2564                          SUPERSEDED SURVEY CONTROL
 AW2564
 AW2564  NGVD 29 (??/??/92)    8.265  (m)           27.12   (f) ADJ UNCH    1 2
 AW2564
 AW2564.Superseded values are not recommended for survey control.
 AW2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2564.See file dsdata.txt to determine how the superseded data were derived.
 AW2564
 AW2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN570981(NAD 83)
 AW2564_MARKER: DB = BENCH MARK DISK
 AW2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2564_STAMPING: T 649 1942
 AW2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2564+STABILITY: SURFACE MOTION
 AW2564
 AW2564  HISTORY     - Date     Condition        Report By
 AW2564  HISTORY     - 1942     MONUMENTED       CGS
 AW2564  HISTORY     - 1959     GOOD             NGS
 AW2564  HISTORY     - 19890409 MARK NOT FOUND   USPSQD
 AW2564
 AW2564                          STATION DESCRIPTION
 AW2564
 AW2564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2564'6.55 MI W FROM STOWELL.
 AW2564'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2564'STOWELL, THENCE ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 73T, THENCE
 AW2564'ABOUT 1.1 MILES NORTH ALONG A PAVED COUNTY ROAD, ON THE OUTSIDE OF A
 AW2564'CURVE IN THE ROAD, 44 FEET WEST OF THE CENTER LINE OF THE ROAD, 60
 AW2564'FEET SOUTH OF A POWER POLE, 29 FEET SOUTH OF THE CENTER LINE OF A
 AW2564'PRIVATE DRIVEWAY LEADING WEST, 7 FEET NORTHEAST OF A T FENCE CORNER
 AW2564'POST, 4 FEET EAST OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST,
 AW2564'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 AW2564'POST PROJECTING 6 INCHES.
 AW2564
 AW2564                          STATION RECOVERY (1989)
 AW2564
 AW2564'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0598 ***********************************************************************
 BZ0598  DESIGNATION -  T 65
 BZ0598  PID         -  BZ0598
 BZ0598  STATE/COUNTY-  TX/LIMESTONE
 BZ0598  USGS QUAD   -  COOLIDGE (1978)
 BZ0598
 BZ0598                         *CURRENT SURVEY CONTROL
 BZ0598  ___________________________________________________________________
 BZ0598* NAD 83(1986)-  31 45 16.     (N)    096 38 56.     (W)     SCALED    
 BZ0598* NAVD 88     -       161.732  (meters)     530.62   (feet)  ADJUSTED  
 BZ0598  ___________________________________________________________________
 BZ0598  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0598  DYNAMIC HT  -         161.540 (meters)     529.99  (feet)  COMP
 BZ0598  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 BZ0598
 BZ0598  VERT ORDER  -  FIRST     CLASS II
 BZ0598
 BZ0598.The horizontal coordinates were scaled from a topographic map and have
 BZ0598.an estimated accuracy of +/- 6 seconds.
 BZ0598
 BZ0598.The orthometric height was determined by differential leveling
 BZ0598.and adjusted by the National Geodetic Survey in June 1991..
 BZ0598
 BZ0598.The geoid height was determined by GEOID03.
 BZ0598
 BZ0598.The dynamic height is computed by dividing the NAVD 88
 BZ0598.geopotential number by the normal gravity value computed on the
 BZ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0598.degrees latitude (g = 980.6199 gals.).
 BZ0598
 BZ0598.The modeled gravity was interpolated from observed gravity values.
 BZ0598
 BZ0598;                    North         East    Units  Estimated Accuracy
 BZ0598;SPC TX C     - 3,237,230.    1,049,000.      MT  (+/- 180 meters Scaled)
 BZ0598
 BZ0598                          SUPERSEDED SURVEY CONTROL
 BZ0598
 BZ0598  NGVD 29 (??/??/92)  161.714  (m)          530.56   (f) ADJ UNCH    1 2
 BZ0598
 BZ0598.Superseded values are not recommended for survey control.
 BZ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0598.See file dsdata.txt to determine how the superseded data were derived.
 BZ0598
 BZ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA226156(NAD 83)
 BZ0598_MARKER: DB = BENCH MARK DISK
 BZ0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0598_SP_SET: BUILDING
 BZ0598_STAMPING: T 65 1929 ELEV 529.805 FT
 BZ0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0598
 BZ0598  HISTORY     - Date     Condition        Report By
 BZ0598  HISTORY     - 1929     MONUMENTED       CGS
 BZ0598  HISTORY     - 1948     GOOD             NGS
 BZ0598  HISTORY     - 1980     GOOD             NGS
 BZ0598  HISTORY     - 19950715 GOOD             USPSQD
 BZ0598
 BZ0598                          STATION DESCRIPTION
 BZ0598
 BZ0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0598'IN COOLIDGE.
 BZ0598'AT COOLIDGE, SET VERTICALLY IN THE NORTHWEST FACE OF A TEXACO SERVICE
 BZ0598'STATION WHICH IS LOCATED AT THE SOUTH CORNER OF A STREET INTERSECTION,
 BZ0598'230.0 FEET SOUTHWEST OF THE ABANDONED BURLINGTON-ROCK ISLAND RAILROAD
 BZ0598'BED, 52.3 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 171, 2.8 FEET
 BZ0598'ABOVE THE SIDEWALK, 109.0 FEET EAST OF BENCH MARK U 65.
 BZ0598
 BZ0598                          STATION RECOVERY (1980)
 BZ0598
 BZ0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0598'IN COOLIDGE, AT THE INTERSECTION OF FARM ROAD 73 (BELL STREET) AND
 BZ0598'FARM ROAD 1951 (1ST STREET), SET VERTICALLY IN THE NORTHWEST FACE OF A
 BZ0598'BRICK PILLAR AT A MOBIL SERVICE STATION, 11.0 M. (36.0 FT.) SOUTHWEST
 BZ0598'OF THE CENTERLINE OF FARM ROAD 1951, 11.9 M. (39.0 FT.) NORTHEAST OF
 BZ0598'THE CENTERLINE OF FARM ROAD 73, 3.9 M. (12.8 FT.) SOUTH OF A LIGHT
 BZ0598'POLE, 8.5 M. (27.8 FT.) EAST OF A POWERLINE POLE.
 BZ0598'THE MARK IS 0.8 M ABOVE THE DRIVEWAY.
 BZ0598
 BZ0598                          STATION RECOVERY (1995)
 BZ0598
 BZ0598'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0425 ***********************************************************************
 BL0425  DESIGNATION -  T 650
 BL0425  PID         -  BL0425
 BL0425  STATE/COUNTY-  TX/LIBERTY
 BL0425  USGS QUAD   -  DEVERS (1984)
 BL0425
 BL0425                         *CURRENT SURVEY CONTROL
 BL0425  ___________________________________________________________________
 BL0425* NAD 83(1986)-  30 01 49.     (N)    094 35 31.     (W)     SCALED    
 BL0425* NAVD 88     -        18.164  (meters)      59.59   (feet)  ADJUSTED  
 BL0425  ___________________________________________________________________
 BL0425  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0425  DYNAMIC HT  -          18.140 (meters)      59.51  (feet)  COMP
 BL0425  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 BL0425
 BL0425  VERT ORDER  -  FIRST     CLASS I
 BL0425
 BL0425.The horizontal coordinates were scaled from a topographic map and have
 BL0425.an estimated accuracy of +/- 6 seconds.
 BL0425
 BL0425.The orthometric height was determined by differential leveling
 BL0425.and adjusted by the National Geodetic Survey in June 1991..
 BL0425
 BL0425.The geoid height was determined by GEOID03.
 BL0425
 BL0425.The dynamic height is computed by dividing the NAVD 88
 BL0425.geopotential number by the normal gravity value computed on the
 BL0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0425.degrees latitude (g = 980.6199 gals.).
 BL0425
 BL0425.The modeled gravity was interpolated from observed gravity values.
 BL0425
 BL0425;                    North         East    Units  Estimated Accuracy
 BL0425;SPC TX C     - 3,054,600.    1,253,570.      MT  (+/- 180 meters Scaled)
 BL0425
 BL0425                          SUPERSEDED SURVEY CONTROL
 BL0425
 BL0425  NGVD 29 (12/23/87)   18.169  (m)           59.61   (f) ADJUSTED    1 1
 BL0425
 BL0425.Superseded values are not recommended for survey control.
 BL0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0425.See file dsdata.txt to determine how the superseded data were derived.
 BL0425
 BL0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP464232(NAD 83)
 BL0425_MARKER: DB = BENCH MARK DISK
 BL0425_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BL0425+WITH SETTING: PAVEMENT
 BL0425_SP_SET: SEMAPHORE BASE
 BL0425_STAMPING: T 650 1942
 BL0425_MARK LOGO: CGS   
 BL0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0425+STABILITY: SURFACE MOTION
 BL0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0425+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0425
 BL0425  HISTORY     - Date     Condition        Report By
 BL0425  HISTORY     - 1942     MONUMENTED       CGS
 BL0425  HISTORY     - 1972     GOOD             NGS
 BL0425  HISTORY     - 1987     GOOD             NGS
 BL0425  HISTORY     - 19880312 GOOD             USPSQD
 BL0425  HISTORY     - 19950817 GOOD             USPSQD
 BL0425  HISTORY     - 20041004 GOOD             USPSQD
 BL0425
 BL0425                          STATION DESCRIPTION
 BL0425
 BL0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0425'IN DEVERS.
 BL0425'AT DEVERS, ABOUT 0.1 MILE WEST ALONG US HIGHWAY 90 FROM THE SCHOOL
 BL0425'THENCE 0.15 MILE NORTH ALONG A BLACK TOP ROAD, 132.5 FEET WEST OF THE
 BL0425'CENTER OF THE CROSSING OF THE ROAD AND THE MAIN TRACK OF THE SOUTHERN
 BL0425'PACIFIC RAILROAD, SET IN THE TOP OF THE NORTHEAST CORNER OF A 4-FOOT
 BL0425'SQUARE CONCRETE ABANDONED SIGNAL BASE, 9.3 FEET NORTH OF THE NORTH
 BL0425'RAIL OF THE MAIN TRACK, AND IS ALMOST COMPLETELY COVERED WITH GRAVEL
 BL0425'AND CINDERS, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BL0425
 BL0425                          STATION RECOVERY (1987)
 BL0425
 BL0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0425'RECOVERED IN GOOD CONDITION.
 BL0425
 BL0425                          STATION RECOVERY (1988)
 BL0425
 BL0425'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0425'RECOVERED IN GOOD CONDITION.
 BL0425
 BL0425                          STATION RECOVERY (1995)
 BL0425
 BL0425'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0425'RECOVERED IN GOOD CONDITION.
 BL0425
 BL0425                          STATION RECOVERY (2004)
 BL0425
 BL0425'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1467 ***********************************************************************
 AY1467  DESIGNATION -  T 651
 AY1467  PID         -  AY1467
 AY1467  STATE/COUNTY-  TX/UVALDE
 AY1467  USGS QUAD   -  UTOPIA (1969)
 AY1467
 AY1467                         *CURRENT SURVEY CONTROL
 AY1467  ___________________________________________________________________
 AY1467* NAD 83(1986)-  29 35 55.     (N)    099 36 48.     (W)     SCALED    
 AY1467* NAVD 88     -       506.376  (meters)    1661.34   (feet)  ADJUSTED  
 AY1467  ___________________________________________________________________
 AY1467  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AY1467  DYNAMIC HT  -         505.629 (meters)    1658.88  (feet)  COMP
 AY1467  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 AY1467
 AY1467  VERT ORDER  -  SECOND    CLASS 0
 AY1467
 AY1467.The horizontal coordinates were scaled from a topographic map and have
 AY1467.an estimated accuracy of +/- 6 seconds.
 AY1467
 AY1467.The orthometric height was determined by differential leveling
 AY1467.and adjusted by the National Geodetic Survey in June 1991..
 AY1467
 AY1467.The geoid height was determined by GEOID03.
 AY1467
 AY1467.The dynamic height is computed by dividing the NAVD 88
 AY1467.geopotential number by the normal gravity value computed on the
 AY1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1467.degrees latitude (g = 980.6199 gals.).
 AY1467
 AY1467.The modeled gravity was interpolated from observed gravity values.
 AY1467
 AY1467;                    North         East    Units  Estimated Accuracy
 AY1467;SPC TXSC     - 4,195,800.      540,590.      MT  (+/- 180 meters Scaled)
 AY1467
 AY1467                          SUPERSEDED SURVEY CONTROL
 AY1467
 AY1467  NGVD 29 (??/??/92)  506.285  (m)         1661.04   (f) ADJ UNCH    2 0
 AY1467
 AY1467.Superseded values are not recommended for survey control.
 AY1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1467.See file dsdata.txt to determine how the superseded data were derived.
 AY1467
 AY1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT406744(NAD 83)
 AY1467_MARKER: DB = BENCH MARK DISK
 AY1467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1467_SP_SET: CULVERT
 AY1467_STAMPING: T 651 1953
 AY1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1467+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1467
 AY1467  HISTORY     - Date     Condition        Report By
 AY1467  HISTORY     - 1953     MONUMENTED       CGS
 AY1467  HISTORY     - 20050302 GOOD             USPSQD
 AY1467
 AY1467                          STATION DESCRIPTION
 AY1467
 AY1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1467'6.4 MI W FROM UTOPIA.
 AY1467'0.2 MILE SOUTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1467'THENCE 6.2 MILES WEST ALONG FARM ROAD 1050, 16 FEET NORTH OF THE
 AY1467'CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE WEST END OF THE
 AY1467'NORTH HEADWALL OF AN 8X9 FOOT CONCRETE CULVERT.
 AY1467
 AY1467                          STATION RECOVERY (2005)
 AY1467
 AY1467'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0215 ***********************************************************************
 AE0215  DESIGNATION -  T 652
 AE0215  PID         -  AE0215
 AE0215  STATE/COUNTY-  TX/HIDALGO
 AE0215  USGS QUAD   -  LINN (1982)
 AE0215
 AE0215                         *CURRENT SURVEY CONTROL
 AE0215  ___________________________________________________________________
 AE0215* NAD 83(1986)-  26 33 44.     (N)    098 04 39.     (W)     SCALED    
 AE0215* NAVD 88     -        28.616  (meters)      93.88   (feet)  ADJUSTED  
 AE0215  ___________________________________________________________________
 AE0215  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AE0215  DYNAMIC HT  -          28.570 (meters)      93.73  (feet)  COMP
 AE0215  MODELED GRAV-     979,040.3   (mgal)                       NAVD 88
 AE0215
 AE0215  VERT ORDER  -  SECOND    CLASS 0
 AE0215
 AE0215.The horizontal coordinates were scaled from a topographic map and have
 AE0215.an estimated accuracy of +/- 6 seconds.
 AE0215
 AE0215.The orthometric height was determined by differential leveling
 AE0215.and adjusted by the National Geodetic Survey in June 1991..
 AE0215
 AE0215.The geoid height was determined by GEOID03.
 AE0215
 AE0215.The dynamic height is computed by dividing the NAVD 88
 AE0215.geopotential number by the normal gravity value computed on the
 AE0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0215.degrees latitude (g = 980.6199 gals.).
 AE0215
 AE0215.The modeled gravity was interpolated from observed gravity values.
 AE0215
 AE0215;                    North         East    Units  Estimated Accuracy
 AE0215;SPC TX S     - 5,099,290.      342,090.      MT  (+/- 180 meters Scaled)
 AE0215
 AE0215                          SUPERSEDED SURVEY CONTROL
 AE0215
 AE0215  NGVD 29 (??/??/92)   28.72   (m)           94.2    (f) COMPUTED    2 0
 AE0215
 AE0215.Superseded values are not recommended for survey control.
 AE0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0215.See file dsdata.txt to determine how the superseded data were derived.
 AE0215
 AE0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ918382(NAD 83)
 AE0215_MARKER: DB = BENCH MARK DISK
 AE0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0215_STAMPING: T 652 1942
 AE0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0215+STABILITY: SURFACE MOTION
 AE0215
 AE0215  HISTORY     - Date     Condition        Report By
 AE0215  HISTORY     - 1942     MONUMENTED       CGS
 AE0215
 AE0215                          STATION DESCRIPTION
 AE0215
 AE0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0215'2.7 MI E FROM SAN MANUEL.
 AE0215'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 2.1 MILES
 AE0215'EASTERLY ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH IS ABOUT
 AE0215'150.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE BROWN STUCCOED
 AE0215'HOUSE, 132.0 FEET EAST OF A GASOLINE PUMP, 44.0 FEET NORTH AND ACROSS
 AE0215'ROAD FROM MESQUITE TREE, 24.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE
 AE0215'THE ELEVATION OF THE CENTERLINE OF THE ROAD, 1.5 FOOT NORTH OF
 AE0215'RIGHT-OF-WAY FENCE, AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0215'POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0423 ***********************************************************************
 AE0423  DESIGNATION -  T 654
 AE0423  PID         -  AE0423
 AE0423  STATE/COUNTY-  TX/HIDALGO
 AE0423  USGS QUAD   -  LA BLANCA (1982)
 AE0423
 AE0423                         *CURRENT SURVEY CONTROL
 AE0423  ___________________________________________________________________
 AE0423* NAD 83(1986)-  26 21 50.     (N)    098 01 39.     (W)     SCALED    
 AE0423* NAVD 88     -        19.749  (meters)      64.79   (feet)  ADJUSTED  
 AE0423  ___________________________________________________________________
 AE0423  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE0423  DYNAMIC HT  -          19.717 (meters)      64.69  (feet)  COMP
 AE0423  MODELED GRAV-     979,021.2   (mgal)                       NAVD 88
 AE0423
 AE0423  VERT ORDER  -  SECOND    CLASS 0
 AE0423
 AE0423.The horizontal coordinates were scaled from a topographic map and have
 AE0423.an estimated accuracy of +/- 6 seconds.
 AE0423
 AE0423.The orthometric height was determined by differential leveling
 AE0423.and adjusted by the National Geodetic Survey in June 1991..
 AE0423
 AE0423.The geoid height was determined by GEOID03.
 AE0423
 AE0423.The dynamic height is computed by dividing the NAVD 88
 AE0423.geopotential number by the normal gravity value computed on the
 AE0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0423.degrees latitude (g = 980.6199 gals.).
 AE0423
 AE0423.The modeled gravity was interpolated from observed gravity values.
 AE0423
 AE0423;                    North         East    Units  Estimated Accuracy
 AE0423;SPC TX S     - 5,077,340.      347,160.      MT  (+/- 180 meters Scaled)
 AE0423
 AE0423                          SUPERSEDED SURVEY CONTROL
 AE0423
 AE0423  NGVD 29 (??/??/92)   19.854  (m)           65.14   (f) ADJ UNCH    2 0
 AE0423
 AE0423.Superseded values are not recommended for survey control.
 AE0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0423.See file dsdata.txt to determine how the superseded data were derived.
 AE0423
 AE0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ970163(NAD 83)
 AE0423_MARKER: DB = BENCH MARK DISK
 AE0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0423_STAMPING: T 654 1942
 AE0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0423+STABILITY: SURFACE MOTION
 AE0423
 AE0423  HISTORY     - Date     Condition        Report By
 AE0423  HISTORY     - 1942     MONUMENTED       CGS
 AE0423  HISTORY     - 1954     GOOD             NGS
 AE0423
 AE0423                          STATION DESCRIPTION
 AE0423
 AE0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0423'5.5 MI S FROM HARGILL.
 AE0423'TO REACH FROM THE POST OFFICE AT HARGILL.  PROCEED 5.5 MILES SOUTHERLY
 AE0423'ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AE0423'NORTHWEST CORNER OF CROSSROADS, IS SET HORIZONTALLY AT THE EAST END OF
 AE0423'THE SOUTH SIDEWALL OF A CONCRETE IRRIGATION FLUME.
 AE0423
 AE0423                          STATION RECOVERY (1954)
 AE0423
 AE0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AE0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0437 ***********************************************************************
 AE0437  DESIGNATION -  T 655
 AE0437  PID         -  AE0437
 AE0437  STATE/COUNTY-  TX/HIDALGO
 AE0437  USGS QUAD   -  HARGILL (1963)
 AE0437
 AE0437                         *CURRENT SURVEY CONTROL
 AE0437  ___________________________________________________________________
 AE0437* NAD 83(1986)-  26 24 19.     (N)    098 00 36.     (W)     SCALED    
 AE0437* NAVD 88     -        19.865  (meters)      65.17   (feet)  ADJUSTED  
 AE0437  ___________________________________________________________________
 AE0437  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AE0437  DYNAMIC HT  -          19.833 (meters)      65.07  (feet)  COMP
 AE0437  MODELED GRAV-     979,032.1   (mgal)                       NAVD 88
 AE0437
 AE0437  VERT ORDER  -  SECOND    CLASS 0
 AE0437
 AE0437.The horizontal coordinates were scaled from a topographic map and have
 AE0437.an estimated accuracy of +/- 6 seconds.
 AE0437
 AE0437.The orthometric height was determined by differential leveling
 AE0437.and adjusted by the National Geodetic Survey in June 1991..
 AE0437
 AE0437.The geoid height was determined by GEOID03.
 AE0437
 AE0437.The dynamic height is computed by dividing the NAVD 88
 AE0437.geopotential number by the normal gravity value computed on the
 AE0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0437.degrees latitude (g = 980.6199 gals.).
 AE0437
 AE0437.The modeled gravity was interpolated from observed gravity values.
 AE0437
 AE0437;                    North         East    Units  Estimated Accuracy
 AE0437;SPC TX S     - 5,081,930.      348,890.      MT  (+/- 180 meters Scaled)
 AE0437
 AE0437                          SUPERSEDED SURVEY CONTROL
 AE0437
 AE0437  NGVD 29 (??/??/92)   19.98   (m)           65.6    (f) COMPUTED    2 0
 AE0437
 AE0437.Superseded values are not recommended for survey control.
 AE0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0437.See file dsdata.txt to determine how the superseded data were derived.
 AE0437
 AE0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ987209(NAD 83)
 AE0437_MARKER: DB = BENCH MARK DISK
 AE0437_SETTING: 0 = UNSPECIFIED SETTING
 AE0437_STAMPING: T-655 1942
 AE0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0437
 AE0437  HISTORY     - Date     Condition        Report By
 AE0437  HISTORY     - 1942     MONUMENTED       CGS
 AE0437  HISTORY     - 1963     GOOD             USGS
 AE0437
 AE0437                          STATION DESCRIPTION
 AE0437
 AE0437'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AE0437'3.1 MI SE FROM HARGILL.
 AE0437'ABOUT 2.5 MILES SOUTH OF THE POST OFFICE AT HARGILL, HIDALGO CO.
 AE0437'THENCE .6 MI. EAST ALONG A PAVED ROAD, IN THE N.E. CORNER OF AN
 AE0437'UNCLEARED FIELD.  70 FT. WEST OF A CONCRETE IRRIGATION DITCH, 31 FT.
 AE0437'SOUTH OF CENTERLINE OF ROAD AND 6 FT. SOUTH OF RIGHT OF WAY FENCE.
 AE0437'STAMPED T-655.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0480 ***********************************************************************
 AE0480  DESIGNATION -  T 656
 AE0480  PID         -  AE0480
 AE0480  STATE/COUNTY-  TX/HIDALGO
 AE0480  USGS QUAD   -  EDINBURG (1983)
 AE0480
 AE0480                         *CURRENT SURVEY CONTROL
 AE0480  ___________________________________________________________________
 AE0480* NAD 83(1986)-  26 20 14.     (N)    098 09 19.     (W)     SCALED    
 AE0480* NAVD 88     -        26.689  (meters)      87.56   (feet)  ADJUSTED  
 AE0480  ___________________________________________________________________
 AE0480  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0480  DYNAMIC HT  -          26.646 (meters)      87.42  (feet)  COMP
 AE0480  MODELED GRAV-     979,018.8   (mgal)                       NAVD 88
 AE0480
 AE0480  VERT ORDER  -  SECOND    CLASS 0
 AE0480
 AE0480.The horizontal coordinates were scaled from a topographic map and have
 AE0480.an estimated accuracy of +/- 6 seconds.
 AE0480
 AE0480.The orthometric height was determined by differential leveling
 AE0480.and adjusted by the National Geodetic Survey in June 1991..
 AE0480
 AE0480.The geoid height was determined by GEOID03.
 AE0480
 AE0480.The dynamic height is computed by dividing the NAVD 88
 AE0480.geopotential number by the normal gravity value computed on the
 AE0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0480.degrees latitude (g = 980.6199 gals.).
 AE0480
 AE0480.The modeled gravity was interpolated from observed gravity values.
 AE0480
 AE0480;                    North         East    Units  Estimated Accuracy
 AE0480;SPC TX S     - 5,074,340.      334,410.      MT  (+/- 180 meters Scaled)
 AE0480
 AE0480                          SUPERSEDED SURVEY CONTROL
 AE0480
 AE0480  NGVD 29 (??/??/92)   26.802  (m)           87.93   (f) ADJ UNCH    2 0
 AE0480
 AE0480.Superseded values are not recommended for survey control.
 AE0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0480.See file dsdata.txt to determine how the superseded data were derived.
 AE0480
 AE0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ842133(NAD 83)
 AE0480_MARKER: DB = BENCH MARK DISK
 AE0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0480_STAMPING: T 656 1942
 AE0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0480+STABILITY: SURFACE MOTION
 AE0480
 AE0480  HISTORY     - Date     Condition        Report By
 AE0480  HISTORY     - 1942     MONUMENTED       CGS
 AE0480  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0480  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0480  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AE0480
 AE0480                          STATION DESCRIPTION
 AE0480
 AE0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0480'2.5 MI N FROM EDINBURG.
 AE0480'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0480'2.5 MILES ALONG U.S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH MARK.
 AE0480'BENCH MARK IS AT JUNCTION OF HIGHWAY AND ROAD LEADING TO MONTE CHRISTO
 AE0480'AND 30. FEET NORTHWEST OF POWER POLE.  IT IS 42.5 FEET EAST OF AND
 AE0480'ABOUT THE SAME ELEVATION AS THE CENTER LINE OF PAVEMENT, 54. FEET
 AE0480'NORTH OF THE CENTER LINE OF DIRT ROAD LEADING EAST AND 3. FEET NORTH
 AE0480'OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0480
 AE0480                          STATION RECOVERY (1962)
 AE0480
 AE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0480'MARK NOT FOUND.
 AE0480
 AE0480                          STATION RECOVERY (1987)
 AE0480
 AE0480'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0480'MARK NOT FOUND.
 AE0480
 AE0480                          STATION RECOVERY (1990)
 AE0480
 AE0480'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEF)
 AE0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0716 ***********************************************************************
 AB0716  DESIGNATION -  T 657
 AB0716  PID         -  AB0716
 AB0716  STATE/COUNTY-  TX/HIDALGO
 AB0716  USGS QUAD   -  SANTA ROSA (1982)
 AB0716
 AB0716                         *CURRENT SURVEY CONTROL
 AB0716  ___________________________________________________________________
 AB0716* NAD 83(1986)-  26 16 25.     (N)    097 52 04.     (W)     SCALED    
 AB0716* NAVD 88     -        16.970  (meters)      55.68   (feet)  ADJUSTED  
 AB0716  ___________________________________________________________________
 AB0716  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AB0716  DYNAMIC HT  -          16.942 (meters)      55.58  (feet)  COMP
 AB0716  MODELED GRAV-     979,030.5   (mgal)                       NAVD 88
 AB0716
 AB0716  VERT ORDER  -  SECOND    CLASS 0
 AB0716
 AB0716.The horizontal coordinates were scaled from a topographic map and have
 AB0716.an estimated accuracy of +/- 6 seconds.
 AB0716
 AB0716.The orthometric height was determined by differential leveling
 AB0716.and adjusted by the National Geodetic Survey in June 1991..
 AB0716
 AB0716.The geoid height was determined by GEOID03.
 AB0716
 AB0716.The dynamic height is computed by dividing the NAVD 88
 AB0716.geopotential number by the normal gravity value computed on the
 AB0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0716.degrees latitude (g = 980.6199 gals.).
 AB0716
 AB0716.The modeled gravity was interpolated from observed gravity values.
 AB0716
 AB0716;                    North         East    Units  Estimated Accuracy
 AB0716;SPC TX S     - 5,067,400.      363,150.      MT  (+/- 180 meters Scaled)
 AB0716
 AB0716                          SUPERSEDED SURVEY CONTROL
 AB0716
 AB0716  NGVD 29 (??/??/92)   17.070  (m)           56.00   (f) ADJ UNCH    2 0
 AB0716
 AB0716.Superseded values are not recommended for survey control.
 AB0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0716.See file dsdata.txt to determine how the superseded data were derived.
 AB0716
 AB0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ130064(NAD 83)
 AB0716_MARKER: DB = BENCH MARK DISK
 AB0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0716_STAMPING: T 657 1942
 AB0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0716+STABILITY: SURFACE MOTION
 AB0716
 AB0716  HISTORY     - Date     Condition        Report By
 AB0716  HISTORY     - 1942     MONUMENTED       CGS
 AB0716  HISTORY     - 1956     GOOD             USGS
 AB0716  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AB0716
 AB0716                          STATION DESCRIPTION
 AB0716
 AB0716'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0716'IN SANTA ROSA.
 AB0716'IN HIDALGO COUNTY, ABOUT 2.8 MILES NORTHWEST ALONG THE TEXAS AND NEW
 AB0716'ORLEANS RAILROAD FROM THE STATION AT SANTA ROSA, CAMERON COUNTY, 14
 AB0716'FEET WEST OF MILEPOST 162, 33 FEET NORTH OF THE CENTER LINE OF THE
 AB0716'TRACK, IN LINE WITH A ROW OF POLES, 16 FEET SOUTH OF THE RIGHT-OF-WAY
 AB0716'FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 AB0716'WITH THE RAILROAD BED.  A STANDARD DISK, STAMPED T 657 1942 AND SET IN
 AB0716'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AB0716
 AB0716                          STATION RECOVERY (1992)
 AB0716
 AB0716'RECOVERY NOTE BY US POWER SQUADRON 1992
 AB0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0386 ***********************************************************************
 BZ0386  DESIGNATION -  T 66
 BZ0386  PID         -  BZ0386
 BZ0386  STATE/COUNTY-  TX/LEON
 BZ0386  USGS QUAD   -  BUFFALO (1982)
 BZ0386
 BZ0386                         *CURRENT SURVEY CONTROL
 BZ0386  ___________________________________________________________________
 BZ0386* NAD 83(1986)-  31 27 49.     (N)    096 03 34.     (W)     SCALED    
 BZ0386* NAVD 88     -       118.599  (meters)     389.10   (feet)  ADJUSTED  
 BZ0386  ___________________________________________________________________
 BZ0386  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BZ0386  DYNAMIC HT  -         118.454 (meters)     388.63  (feet)  COMP
 BZ0386  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 BZ0386
 BZ0386  VERT ORDER  -  FIRST     CLASS II
 BZ0386
 BZ0386.The horizontal coordinates were scaled from a topographic map and have
 BZ0386.an estimated accuracy of +/- 6 seconds.
 BZ0386
 BZ0386.The orthometric height was determined by differential leveling
 BZ0386.and adjusted by the National Geodetic Survey in June 1991..
 BZ0386.WARNING-Repeat measurements at this control monument indicate possible
 BZ0386.vertical movement.
 BZ0386
 BZ0386.The geoid height was determined by GEOID03.
 BZ0386
 BZ0386.The dynamic height is computed by dividing the NAVD 88
 BZ0386.geopotential number by the normal gravity value computed on the
 BZ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0386.degrees latitude (g = 980.6199 gals.).
 BZ0386
 BZ0386.The modeled gravity was interpolated from observed gravity values.
 BZ0386
 BZ0386;                    North         East    Units  Estimated Accuracy
 BZ0386;SPC TX C     - 3,207,000.    1,106,050.      MT  (+/- 180 meters Scaled)
 BZ0386
 BZ0386                          SUPERSEDED SURVEY CONTROL
 BZ0386
 BZ0386  NGVD 29 (??/??/92)  118.551  (m)          388.95   (f) ADJ UNCH    1 2
 BZ0386
 BZ0386.Superseded values are not recommended for survey control.
 BZ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0386.See file dsdata.txt to determine how the superseded data were derived.
 BZ0386
 BZ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV794847(NAD 83)
 BZ0386_MARKER: DB = BENCH MARK DISK
 BZ0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0386_SP_SET: BUILDING
 BZ0386_STAMPING: ELEV 388.992 T 66 1929
 BZ0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0386
 BZ0386  HISTORY     - Date     Condition        Report By
 BZ0386  HISTORY     - 1929     MONUMENTED       CGS
 BZ0386  HISTORY     - 1948     GOOD             NGS
 BZ0386  HISTORY     - 1980     GOOD             NGS
 BZ0386  HISTORY     - 1990     GOOD             USPSQD
 BZ0386
 BZ0386                          STATION DESCRIPTION
 BZ0386
 BZ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0386'IN BUFFALO.
 BZ0386'AT BUFFALO, LEON COUNTY, AT THE INTERSECTION OF COMMERCE AND FAIRFIELD
 BZ0386'STREETS, AT THE BUILDING OWNED BY HARROD AND MERRILL AND OCCUPIED BY
 BZ0386'THE POST OFFICE, IN THE SOUTH BRICK WALL, AND 3 FEET WEST OF THE
 BZ0386'SOUTHEAST CORNER OF THE BUILDING.  A STANDARD DISK, STAMPED ELEV
 BZ0386'388.992 T 66 1929 AND SET VERTICALLY.
 BZ0386
 BZ0386                          STATION RECOVERY (1980)
 BZ0386
 BZ0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0386'IN BUFFALO, AT THE INTERSECTION OF COMMERCE STREET AND FAIRFIELD
 BZ0386'STREET, SET VERTICALLY IN THE SOUTH BRICK WALL OF A BUILDING OCCUPIED
 BZ0386'BY GRAYS ELECTRIC AND PLUMBING COMPANY, 0.6 M. (2.0 FT.) WEST OF THE
 BZ0386'SOUTH CORNER OF THE BUILDING.
 BZ0386'THE MARK IS 0.9 M ABOVE THE SIDEWALK.
 BZ0386
 BZ0386                          STATION RECOVERY (1990)
 BZ0386
 BZ0386'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2939 ***********************************************************************
 AW2939  DESIGNATION -  T 660
 AW2939  PID         -  AW2939
 AW2939  STATE/COUNTY-  TX/CHAMBERS
 AW2939  USGS QUAD   -  UMBRELLA POINT (1994)
 AW2939
 AW2939                         *CURRENT SURVEY CONTROL
 AW2939  ___________________________________________________________________
 AW2939* NAD 83(1986)-  29 44 36.     (N)    094 51 00.     (W)     SCALED    
 AW2939* NAVD 88     -         9.71   (+/-2cm)      31.9    (feet)  VERTCON   
 AW2939  ___________________________________________________________________
 AW2939  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2939
 AW2939  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2939
 AW2939.The horizontal coordinates were scaled from a topographic map and have
 AW2939.an estimated accuracy of +/- 6 seconds.
 AW2939
 AW2939.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2939.The vertical order pertains to the NGVD 29 superseded value.
 AW2939
 AW2939.The geoid height was determined by GEOID03.
 AW2939
 AW2939;                    North         East    Units  Estimated Accuracy
 AW2939;SPC TXSC     - 4,218,800.    1,001,320.      MT  (+/- 180 meters Scaled)
 AW2939
 AW2939                          SUPERSEDED SURVEY CONTROL
 AW2939
 AW2939  NGVD 29 (??/??/92)    9.706  (m)           31.84   (f) ADJ UNCH    2 0
 AW2939
 AW2939.Superseded values are not recommended for survey control.
 AW2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2939.See file dsdata.txt to determine how the superseded data were derived.
 AW2939
 AW2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN210917(NAD 83)
 AW2939_MARKER: DB = BENCH MARK DISK
 AW2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2939_STAMPING: T 660 1942
 AW2939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2939+STABILITY: SURFACE MOTION
 AW2939
 AW2939  HISTORY     - Date     Condition        Report By
 AW2939  HISTORY     - 1942     MONUMENTED       CGS
 AW2939  HISTORY     - 1954     GOOD             NGS
 AW2939  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2939  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2939  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2939  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2939  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW2939
 AW2939                          STATION DESCRIPTION
 AW2939
 AW2939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2939'8.3 MI SW FROM COVE.
 AW2939'5.0 MILES SOUTHWEST ALONG AND OILED ROAD FROM THE J.W. WILKINSON HOME
 AW2939'AT COVE, THENCE 3.3 MILES SOUTH ALONG A SHELL ROAD, 0.25 MILE SOUTH OF
 AW2939'A JUNCTION WITH A GRAVELED ROAD LEADING EAST, 0.1 MILE NORTH OF A
 AW2939'CURVE IN THE ROAD, 38 FEET WEST OF THE CENTER LINE OF A SHELL ROAD, 18
 AW2939'FEET NORTH OF THE CENTER LINE OF A FIELD ROAD LEADING WEST, IN LINE
 AW2939'WITH A FENCE LEADING WEST, 1.1 FEET EAST OF A FENCE, 3.8 FEET SOUTH OF
 AW2939'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AW2939'FOOT ABOVE THE GROUND.
 AW2939
 AW2939                          STATION RECOVERY (1964)
 AW2939
 AW2939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2939'MARK NOT FOUND.
 AW2939
 AW2939                          STATION RECOVERY (1990)
 AW2939
 AW2939'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2939'MARK NOT FOUND.
 AW2939
 AW2939                          STATION RECOVERY (2001)
 AW2939
 AW2939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2939'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2939
 AW2939                          STATION RECOVERY (2004)
 AW2939
 AW2939'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2939'MARK NOT FOUND.
 AW2939
 AW2939                          STATION RECOVERY (2005)
 AW2939
 AW2939'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1208 ***********************************************************************
 BL1208  DESIGNATION -  T 661
 BL1208  PID         -  BL1208
 BL1208  STATE/COUNTY-  TX/HARRIS
 BL1208  USGS QUAD   -  HUFFMAN (1980)
 BL1208
 BL1208                         *CURRENT SURVEY CONTROL
 BL1208  ___________________________________________________________________
 BL1208* NAD 83(1986)-  30 02 20.     (N)    095 03 39.     (W)     SCALED    
 BL1208* NAVD 88     -        21.20   (+/-2cm)      69.6    (feet)  VERTCON   
 BL1208  ___________________________________________________________________
 BL1208  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1208
 BL1208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1208
 BL1208.The horizontal coordinates were scaled from a topographic map and have
 BL1208.an estimated accuracy of +/- 6 seconds.
 BL1208
 BL1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1208.The vertical order pertains to the NGVD 29 superseded value.
 BL1208
 BL1208.The geoid height was determined by GEOID03.
 BL1208
 BL1208;                    North         East    Units  Estimated Accuracy
 BL1208;SPC TXSC     - 4,250,840.      979,830.      MT  (+/- 180 meters Scaled)
 BL1208
 BL1208                          SUPERSEDED SURVEY CONTROL
 BL1208
 BL1208  NGVD 29 (??/??/92)   21.201  (m)           69.56   (f) ADJ UNCH    2 0
 BL1208
 BL1208.Superseded values are not recommended for survey control.
 BL1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1208.See file dsdata.txt to determine how the superseded data were derived.
 BL1208
 BL1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP012248(NAD 83)
 BL1208_MARKER: DB = BENCH MARK DISK
 BL1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1208_STAMPING: T 661 1942
 BL1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1208+STABILITY: SURFACE MOTION
 BL1208
 BL1208  HISTORY     - Date     Condition        Report By
 BL1208  HISTORY     - 1942     MONUMENTED       CGS
 BL1208  HISTORY     - 1954     GOOD             NGS
 BL1208  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1208  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 BL1208
 BL1208                          STATION DESCRIPTION
 BL1208
 BL1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1208'2.55 MI E FROM HUFFMAN.
 BL1208'0.8 MILE NORTH ALONG AN OILED ROAD FROM THE SCHOOLHOUSE AT HUFFMAN,
 BL1208'THENCE 1.75 MILES EAST ALONG A GRADED DIRT ROAD, 36 FEET WEST OF THE
 BL1208'CENTER LINE OF A PRIVATE DIRT ROAD LEADING NORTH, 11.6 FEET WEST OF A
 BL1208'FENCE CORNER, 1.4 FEET SOUTH OF A FENCE, 1 FOOT EAST OF A WITNESS
 BL1208'POST, 0.55 MILE WEST OF A WOODEN BRIDGE OVER CEDAR BAYOU, 0.55 MILE
 BL1208'WEST OF THE LIBERTY AND HARRIS COUNTY LINE, 30 FEET NORTH OF THE
 BL1208'CENTER LINE OF A GRADED DIRT ROAD, SET IN THE TOP OF A CONCRETE POST
 BL1208'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BL1208
 BL1208                          STATION RECOVERY (1978)
 BL1208
 BL1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1208'NOT RECOVERED.
 BL1208
 BL1208                          STATION RECOVERY (1997)
 BL1208
 BL1208'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3103 ***********************************************************************
 AW3103  DESIGNATION -  T 663 RESET 1954
 AW3103  PID         -  AW3103
 AW3103  STATE/COUNTY-  TX/LIBERTY
 AW3103  USGS QUAD   -  SHILOH (1993)
 AW3103
 AW3103                         *CURRENT SURVEY CONTROL
 AW3103  ___________________________________________________________________
 AW3103* NAD 83(1986)-  30 00 00.     (N)    094 40 24.     (W)     SCALED    
 AW3103* NAVD 88     -        17.02   (+/-2cm)      55.8    (feet)  VERTCON   
 AW3103  ___________________________________________________________________
 AW3103  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW3103
 AW3103  VERT ORDER  -  THIRD (See Below)
 AW3103
 AW3103.The horizontal coordinates were scaled from a topographic map and have
 AW3103.an estimated accuracy of +/- 6 seconds.
 AW3103
 AW3103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3103.The vertical order pertains to the NGVD 29 superseded value.
 AW3103
 AW3103.The geoid height was determined by GEOID03.
 AW3103
 AW3103;                    North         East    Units  Estimated Accuracy
 AW3103;SPC TX C     - 3,050,840.    1,245,900.      MT  (+/- 180 meters Scaled)
 AW3103
 AW3103                          SUPERSEDED SURVEY CONTROL
 AW3103
 AW3103  NGVD 29 (??/??/??)   17.02   (m)           55.8    (f) RESET       3  
 AW3103
 AW3103.Superseded values are not recommended for survey control.
 AW3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3103.See file dsdata.txt to determine how the superseded data were derived.
 AW3103
 AW3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP385199(NAD 83)
 AW3103_MARKER: DB = BENCH MARK DISK
 AW3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3103_STAMPING: T 663 1942 RESET 1954
 AW3103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3103+STABILITY: SURFACE MOTION
 AW3103
 AW3103  HISTORY     - Date     Condition        Report By
 AW3103  HISTORY     - 1954     MONUMENTED       CGS
 AW3103  HISTORY     - 1959     GOOD             NGS
 AW3103
 AW3103                          STATION DESCRIPTION
 AW3103
 AW3103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3103'3.05 MI S FROM RAYWOOD.
 AW3103'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE RICE GROWERS
 AW3103'CONCRETE ELEVATOR AT RAYWOOD, THENCE ABOUT 2.9 MILES SOUTH ALONG FARM
 AW3103'ROAD 770, 40 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 165 FEET
 AW3103'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A RANCH HOUSE, 140 FEET
 AW3103'NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING WEST, 88 FEET SOUTH OF
 AW3103'THE CENTER LINE OF A DRIVEWAY LEADING WEST TO A LARGE METAL BARN, 10
 AW3103'1/2 FEET SOUTH OF A POWER POLE, AND IN THE TOP OF A CONCRETE POST
 AW3103'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0728 ***********************************************************************
 AW0728  DESIGNATION -  T 665
 AW0728  PID         -  AW0728
 AW0728  STATE/COUNTY-  TX/CHAMBERS
 AW0728  USGS QUAD   -  SHEEKS (1993)
 AW0728
 AW0728                         *CURRENT SURVEY CONTROL
 AW0728  ___________________________________________________________________
 AW0728* NAD 83(1986)-  29 52 43.     (N)    094 55 36.     (W)     SCALED    
 AW0728* NAVD 88     -        12.63   (+/-2cm)      41.4    (feet)  VERTCON   
 AW0728  ___________________________________________________________________
 AW0728  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW0728
 AW0728  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0728
 AW0728.The horizontal coordinates were scaled from a topographic map and have
 AW0728.an estimated accuracy of +/- 6 seconds.
 AW0728
 AW0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0728.The vertical order pertains to the NGVD 29 superseded value.
 AW0728
 AW0728.The geoid height was determined by GEOID03.
 AW0728
 AW0728;                    North         East    Units  Estimated Accuracy
 AW0728;SPC TXSC     - 4,233,530.      993,380.      MT  (+/- 180 meters Scaled)
 AW0728
 AW0728                          SUPERSEDED SURVEY CONTROL
 AW0728
 AW0728  NGVD 29 (??/??/92)   12.626  (m)           41.42   (f) ADJ UNCH    1 2
 AW0728
 AW0728.Superseded values are not recommended for survey control.
 AW0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0728.See file dsdata.txt to determine how the superseded data were derived.
 AW0728
 AW0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP139068(NAD 83)
 AW0728_MARKER: DB = BENCH MARK DISK
 AW0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0728_STAMPING: T 665 1942
 AW0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0728+STABILITY: SURFACE MOTION
 AW0728
 AW0728  HISTORY     - Date     Condition        Report By
 AW0728  HISTORY     - 1942     MONUMENTED       CGS
 AW0728  HISTORY     - 1963     GOOD             NGS
 AW0728  HISTORY     - 1978     GOOD             NGS
 AW0728  HISTORY     - 1990     GOOD             USPSQD
 AW0728
 AW0728                          STATION DESCRIPTION
 AW0728
 AW0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0728'3.8 MI NW FROM MONT BELVIEU.
 AW0728'ABOUT 0.45 MILE NORTHWEST ALONG LOOP 207 FROM THE METHODIST CHURCH AT
 AW0728'MONT BELVIEU, THENCE 1.35 MILES WEST ALONG FARM ROAD 1942, THENCE 2.0
 AW0728'MILES NORTHWEST ALONG A SHELL ROAD, ABOUT 0.25 MILE WEST OF A SHARP
 AW0728'CURVE IN THE ROAD, ABOUT 0.1 MILE SOUTHEAST OF A WINDMLL, ABOUT 100
 AW0728'YARDS SOUTH OF A STOCK BUILDING, 29 FEET NORTH OF THE CENTER LINE OF
 AW0728'THE ROAD, 143 FEET WEST OF A CORNER FENCE POST, 71 1/2 FEET NORTHWEST
 AW0728'AND ACROSS THE ROAD FROM A POLE BEARING A TRANSFORMER, 1 1/2 FEET
 AW0728'SOUTH OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, AND SET IN
 AW0728'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW0728
 AW0728                          STATION RECOVERY (1978)
 AW0728
 AW0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0728'RECOVERED IN GOOD CONDITION.
 AW0728
 AW0728                          STATION RECOVERY (1990)
 AW0728
 AW0728'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2278 ***********************************************************************
 AW2278  DESIGNATION -  T 669
 AW2278  PID         -  AW2278
 AW2278  STATE/COUNTY-  TX/HARRIS
 AW2278  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW2278
 AW2278                         *CURRENT SURVEY CONTROL
 AW2278  ___________________________________________________________________
 AW2278* NAD 83(1986)-  29 46 41.     (N)    095 31 55.     (W)     SCALED    
 AW2278* NAVD 88     -        24.037  (meters)      78.86   (feet)  ADJUSTED  
 AW2278  ___________________________________________________________________
 AW2278  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW2278  DYNAMIC HT  -          24.004 (meters)      78.75  (feet)  COMP
 AW2278  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 AW2278
 AW2278  VERT ORDER  -  FIRST     CLASS II
 AW2278
 AW2278.The horizontal coordinates were scaled from a topographic map and have
 AW2278.an estimated accuracy of +/- 6 seconds.
 AW2278
 AW2278.The orthometric height was determined by differential leveling
 AW2278.and adjusted by the National Geodetic Survey in June 1991..
 AW2278
 AW2278.The geoid height was determined by GEOID03.
 AW2278
 AW2278.The dynamic height is computed by dividing the NAVD 88
 AW2278.geopotential number by the normal gravity value computed on the
 AW2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2278.degrees latitude (g = 980.6199 gals.).
 AW2278
 AW2278.The modeled gravity was interpolated from observed gravity values.
 AW2278
 AW2278;                    North         East    Units  Estimated Accuracy
 AW2278;SPC TXSC     - 4,220,500.      935,280.      MT  (+/- 180 meters Scaled)
 AW2278
 AW2278                          SUPERSEDED SURVEY CONTROL
 AW2278
 AW2278  NGVD 29 (12/23/87)   24.031  (m)           78.84   (f) ADJUSTED    1 2
 AW2278
 AW2278.Superseded values are not recommended for survey control.
 AW2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2278.See file dsdata.txt to determine how the superseded data were derived.
 AW2278
 AW2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN552968(NAD 83)
 AW2278_MARKER: DB = BENCH MARK DISK
 AW2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2278_SP_SET: CONCRETE POST
 AW2278_STAMPING: T 669 1942
 AW2278_MARK LOGO: CGS   
 AW2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2278+STABILITY: SURFACE MOTION
 AW2278
 AW2278  HISTORY     - Date     Condition        Report By
 AW2278  HISTORY     - 1942     MONUMENTED       CGS
 AW2278  HISTORY     - 1973     GOOD             NGS
 AW2278  HISTORY     - 1978     GOOD             NGS
 AW2278  HISTORY     - 1983     GOOD             NGS
 AW2278  HISTORY     - 1986     GOOD             NGS
 AW2278  HISTORY     - 1990     GOOD             USPSQD
 AW2278  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2278
 AW2278                          STATION DESCRIPTION
 AW2278
 AW2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2278'0.4 MI S FROM HEDWIG VILLAGE.
 AW2278'0.4 MILE SOUTH ALONG BUNKER HILL ROAD FROM THE INTERSTATE HIGHWAY 10
 AW2278'OVERPASS AT HEDWIG VILLAGE, 0.4 MILE SOUTH OF THE JUNCTION OF KATY
 AW2278'FREEWAY (INTERSTATE HIGHWAY 10), AT THE JUNCTION OF JOAN OF ARC EAST,
 AW2278'33 FEET WEST OF THE CENTER LINE OF THE ROAD, 41 FEET NORTH OF THE
 AW2278'EXTENDED CENTER LINE OF JOAN OF ARC, 32.3 FEET EAST OF THE SOUTHEAST
 AW2278'CORNER OF A BRICK RESIDENCE, 6.0 FEET NORTH OF THE NORTH EDGE OF A
 AW2278'CONCRETE DRIVEWAY LEADING TO A HOUSE AT 837 BUNKER HILL ROAD, ABOUT
 AW2278'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW2278'0.6 FOOT ABOVE THE GROUND.
 AW2278
 AW2278                          STATION RECOVERY (1978)
 AW2278
 AW2278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2278'ADD=SET IN THE SOUTHEAST CORNER OF THE LAWN AT HOUSE NUMBER 841.
 AW2278
 AW2278                          STATION RECOVERY (1983)
 AW2278
 AW2278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2278'RECOVERED IN GOOD CONDITION.
 AW2278
 AW2278                          STATION RECOVERY (1986)
 AW2278
 AW2278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2278'RECOVERED IN GOOD CONDITION.
 AW2278
 AW2278                          STATION RECOVERY (1990)
 AW2278
 AW2278'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AW2278'RECOVERED IN GOOD CONDITION.
 AW2278
 AW2278                          STATION RECOVERY (1994)
 AW2278
 AW2278'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1039 ***********************************************************************
 AB1039  DESIGNATION -  T 670
 AB1039  PID         -  AB1039
 AB1039  STATE/COUNTY-  TX/KENEDY
 AB1039  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1039
 AB1039                         *CURRENT SURVEY CONTROL
 AB1039  ___________________________________________________________________
 AB1039* NAD 83(1986)-  26 40 05.     (N)    097 35 54.     (W)     SCALED    
 AB1039* NAVD 88     -         5.557  (meters)      18.23   (feet)  ADJUSTED  
 AB1039  ___________________________________________________________________
 AB1039  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AB1039  DYNAMIC HT  -           5.549 (meters)      18.21  (feet)  COMP
 AB1039  MODELED GRAV-     979,071.9   (mgal)                       NAVD 88
 AB1039
 AB1039  VERT ORDER  -  SECOND    CLASS 0
 AB1039
 AB1039.The horizontal coordinates were scaled from a topographic map and have
 AB1039.an estimated accuracy of +/- 6 seconds.
 AB1039
 AB1039.The orthometric height was determined by differential leveling
 AB1039.and adjusted by the National Geodetic Survey in June 1991..
 AB1039
 AB1039.The geoid height was determined by GEOID03.
 AB1039
 AB1039.The dynamic height is computed by dividing the NAVD 88
 AB1039.geopotential number by the normal gravity value computed on the
 AB1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1039.degrees latitude (g = 980.6199 gals.).
 AB1039
 AB1039.The modeled gravity was interpolated from observed gravity values.
 AB1039
 AB1039;                    North         East    Units  Estimated Accuracy
 AB1039;SPC TX S     - 5,111,270.      389,750.      MT  (+/- 180 meters Scaled)
 AB1039
 AB1039                          SUPERSEDED SURVEY CONTROL
 AB1039
 AB1039  NGVD 29 (??/??/92)    5.634  (m)           18.48   (f) ADJ UNCH    2 0
 AB1039
 AB1039.Superseded values are not recommended for survey control.
 AB1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1039.See file dsdata.txt to determine how the superseded data were derived.
 AB1039
 AB1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ394504(NAD 83)
 AB1039_MARKER: DB = BENCH MARK DISK
 AB1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1039_STAMPING: T 670 1942
 AB1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1039+STABILITY: SURFACE MOTION
 AB1039
 AB1039  HISTORY     - Date     Condition        Report By
 AB1039  HISTORY     - 1942     MONUMENTED       CGS
 AB1039  HISTORY     - 1956     GOOD             USGS
 AB1039
 AB1039                          STATION DESCRIPTION
 AB1039
 AB1039'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1039'9.5 MI SE FROM NORIAS RANCH.
 AB1039'FROM NORIAS RANCH PROCEED 1.1 MILE SOUTHEAST ALONG HARD SURFACE ROAD
 AB1039'TO A GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 6.7 MILES ALONG TRACK
 AB1039'ROAD TO A GATE, 0.6 MILE SOUTH THRU GATE ALONG FENCE, AND 0.25 MILE
 AB1039'EAST ALONG FENCE TO A ROAD FORK, 1.5 MILE SOUTHEAST ALONG RIGHT FORK
 AB1039'TO A ROAD FORK AND THE BEGINNING OF A HARD SURFACE ROAD, FROM HERE GO
 AB1039'CROSSCOUNTRY IN A NORTHWEST DIRECTION TO A CLEARING, AND SET IN THE
 AB1039'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0514 ***********************************************************************
 AB0514  DESIGNATION -  T 671
 AB0514  PID         -  AB0514
 AB0514  STATE/COUNTY-  TX/WILLACY
 AB0514  USGS QUAD   -  WILLAMAR (1982)
 AB0514
 AB0514                         *CURRENT SURVEY CONTROL
 AB0514  ___________________________________________________________________
 AB0514* NAD 83(1986)-  26 29 41.     (N)    097 32 12.     (W)     SCALED    
 AB0514* NAVD 88     -         3.701  (meters)      12.14   (feet)  ADJUSTED  
 AB0514  ___________________________________________________________________
 AB0514  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AB0514  DYNAMIC HT  -           3.695 (meters)      12.12  (feet)  COMP
 AB0514  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 AB0514
 AB0514  VERT ORDER  -  SECOND    CLASS 0
 AB0514
 AB0514.The horizontal coordinates were scaled from a topographic map and have
 AB0514.an estimated accuracy of +/- 6 seconds.
 AB0514
 AB0514.The orthometric height was determined by differential leveling
 AB0514.and adjusted by the National Geodetic Survey in June 1991..
 AB0514
 AB0514.The geoid height was determined by GEOID03.
 AB0514
 AB0514.The dynamic height is computed by dividing the NAVD 88
 AB0514.geopotential number by the normal gravity value computed on the
 AB0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0514.degrees latitude (g = 980.6199 gals.).
 AB0514
 AB0514.The modeled gravity was interpolated from observed gravity values.
 AB0514
 AB0514;                    North         East    Units  Estimated Accuracy
 AB0514;SPC TX S     - 5,092,110.      396,030.      MT  (+/- 180 meters Scaled)
 AB0514
 AB0514                          SUPERSEDED SURVEY CONTROL
 AB0514
 AB0514  NGVD 29 (??/??/92)    3.767  (m)           12.36   (f) ADJ UNCH    2 0
 AB0514
 AB0514.Superseded values are not recommended for survey control.
 AB0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0514.See file dsdata.txt to determine how the superseded data were derived.
 AB0514
 AB0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ458313(NAD 83)
 AB0514_MARKER: DB = BENCH MARK DISK
 AB0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0514_STAMPING: T 671 1942
 AB0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0514+STABILITY: SURFACE MOTION
 AB0514
 AB0514  HISTORY     - Date     Condition        Report By
 AB0514  HISTORY     - 1942     MONUMENTED       CGS
 AB0514  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0514  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0514
 AB0514                          STATION DESCRIPTION
 AB0514
 AB0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0514'16.1 MI E FROM RAYMONDVILLE.
 AB0514'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0514'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0514'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0514'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0514'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 4.1 MILES TO THE EAST END
 AB0514'OF A LONG FILL AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 150.0 FEET
 AB0514'EAST OF THE EAST END OF THE GUARD POSTS ALONG THE FILL, 54.0 FEET
 AB0514'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD,
 AB0514'3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5 FEET SOUTH
 AB0514'OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.  A STANDARD
 AB0514'DISK, STAMPED T 671 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AB0514
 AB0514                          STATION RECOVERY (1987)
 AB0514
 AB0514'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0514'MARK NOT FOUND.
 AB0514
 AB0514                          STATION RECOVERY (1988)
 AB0514
 AB0514'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1054 ***********************************************************************
 AB1054  DESIGNATION -  T 672
 AB1054  PID         -  AB1054
 AB1054  STATE/COUNTY-  TX/WILLACY
 AB1054  USGS QUAD   -  EL JARDIN (1975)
 AB1054
 AB1054                         *CURRENT SURVEY CONTROL
 AB1054  ___________________________________________________________________
 AB1054* NAD 83(1986)-  26 32 25.     (N)    097 33 12.     (W)     SCALED    
 AB1054* NAVD 88     -         4.627  (meters)      15.18   (feet)  ADJUSTED  
 AB1054  ___________________________________________________________________
 AB1054  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AB1054  DYNAMIC HT  -           4.619 (meters)      15.15  (feet)  COMP
 AB1054  MODELED GRAV-     979,066.9   (mgal)                       NAVD 88
 AB1054
 AB1054  VERT ORDER  -  SECOND    CLASS 0
 AB1054
 AB1054.The horizontal coordinates were scaled from a topographic map and have
 AB1054.an estimated accuracy of +/- 6 seconds.
 AB1054
 AB1054.The orthometric height was determined by differential leveling
 AB1054.and adjusted by the National Geodetic Survey in June 1991..
 AB1054
 AB1054.The geoid height was determined by GEOID03.
 AB1054
 AB1054.The dynamic height is computed by dividing the NAVD 88
 AB1054.geopotential number by the normal gravity value computed on the
 AB1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1054.degrees latitude (g = 980.6199 gals.).
 AB1054
 AB1054.The modeled gravity was interpolated from observed gravity values.
 AB1054
 AB1054;                    North         East    Units  Estimated Accuracy
 AB1054;SPC TX S     - 5,097,140.      394,330.      MT  (+/- 180 meters Scaled)
 AB1054
 AB1054                          SUPERSEDED SURVEY CONTROL
 AB1054
 AB1054  NGVD 29 (??/??/92)    4.696  (m)           15.41   (f) ADJ UNCH    2 0
 AB1054
 AB1054.Superseded values are not recommended for survey control.
 AB1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1054.See file dsdata.txt to determine how the superseded data were derived.
 AB1054
 AB1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ441363(NAD 83)
 AB1054_MARKER: DB = BENCH MARK DISK
 AB1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1054_STAMPING: T 672 1942
 AB1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1054+STABILITY: SURFACE MOTION
 AB1054
 AB1054  HISTORY     - Date     Condition        Report By
 AB1054  HISTORY     - 1942     MONUMENTED       CGS
 AB1054
 AB1054                          STATION DESCRIPTION
 AB1054
 AB1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1054'4.0 MI N FROM SAUZ RANCH.
 AB1054'TO REACH FROM THE SAUZ RANCH HEADQUARTERS, PROCEED NORTHERLY ON TRACK
 AB1054'ROAD TO THE MOGOTES CAMP, GO 3.7 MILES TO THE CAMP, PASS THE CAMP AND
 AB1054'CONTINUE NORTH 0.3 MILE TO A GATE AND SITE OF BENCH MARK.  BENCH MARK
 AB1054'IS 32.0 FEET EAST OF THE CENTERLINE OF THE ROAD AT THE GATE, 3.0 FEET
 AB1054'WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5 FEET SOUTH OF THE
 AB1054'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1002 ***********************************************************************
 AB1002  DESIGNATION -  T 673
 AB1002  PID         -  AB1002
 AB1002  STATE/COUNTY-  TX/WILLACY
 AB1002  USGS QUAD   -  YTURRIA (1982)
 AB1002
 AB1002                         *CURRENT SURVEY CONTROL
 AB1002  ___________________________________________________________________
 AB1002* NAD 83(1986)-  26 30 22.     (N)    097 46 46.     (W)     SCALED    
 AB1002* NAVD 88     -        11.391  (meters)      37.37   (feet)  ADJUSTED  
 AB1002  ___________________________________________________________________
 AB1002  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AB1002  DYNAMIC HT  -          11.373 (meters)      37.31  (feet)  COMP
 AB1002  MODELED GRAV-     979,049.4   (mgal)                       NAVD 88
 AB1002
 AB1002  VERT ORDER  -  FIRST     CLASS II
 AB1002
 AB1002.The horizontal coordinates were scaled from a topographic map and have
 AB1002.an estimated accuracy of +/- 6 seconds.
 AB1002
 AB1002.The orthometric height was determined by differential leveling
 AB1002.and adjusted by the National Geodetic Survey in June 1991..
 AB1002.WARNING-Repeat measurements at this control monument indicate possible
 AB1002.vertical movement.
 AB1002
 AB1002.The geoid height was determined by GEOID03.
 AB1002
 AB1002.The dynamic height is computed by dividing the NAVD 88
 AB1002.geopotential number by the normal gravity value computed on the
 AB1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1002.degrees latitude (g = 980.6199 gals.).
 AB1002
 AB1002.The modeled gravity was interpolated from observed gravity values.
 AB1002
 AB1002;                    North         East    Units  Estimated Accuracy
 AB1002;SPC TX S     - 5,093,210.      371,820.      MT  (+/- 180 meters Scaled)
 AB1002
 AB1002                          SUPERSEDED SURVEY CONTROL
 AB1002
 AB1002.No superseded survey control is available for this station.
 AB1002
 AB1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ216323(NAD 83)
 AB1002_MARKER: DB = BENCH MARK DISK
 AB1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB1002_SP_SET: SIPHON
 AB1002_STAMPING: T 673 1942
 AB1002_MARK LOGO: CGS   
 AB1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1002
 AB1002  HISTORY     - Date     Condition        Report By
 AB1002  HISTORY     - 1942     MONUMENTED       CGS
 AB1002  HISTORY     - 1951     GOOD             NGS
 AB1002  HISTORY     - 1981     GOOD             NGS
 AB1002  HISTORY     - 1987     GOOD             USPSQD
 AB1002  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB1002  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB1002
 AB1002                          STATION DESCRIPTION
 AB1002
 AB1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB1002'1.7 MI N FROM RAYMONDVILLE.
 AB1002'1.7 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB1002'FROM THE STATION AT RAYMONDVILLE, 7 POLES NORTH OF MILEPOST 48, 133
 AB1002'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 46 FEET EAST OF THE
 AB1002'CENTER LINE OF U.S. HIGHWAY 77, SET IN THE TOP OF THE EAST HEADWALL OF
 AB1002'AN IRRIGATION DITCH SIPHON UNDER THE HIGHWAY, 4.4 FEET NORTH OF THE
 AB1002'SOUTH END OF THE HEADWALL, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AB1002'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB1002
 AB1002                          STATION RECOVERY (1981)
 AB1002
 AB1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1002'2.7 KM (1.7 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1002'OF STATE HIGHWAY 186 IN RAYMONDVILLE, 0.4 KM (0.25 MI) NORTH OF THE
 AB1002'JUNCTION OF FARM ROAD 1762 EAST AND RAILROAD MILEPOST 48, SET IN THE
 AB1002'TOP OF THE EAST HEADWALL OF AN IRRIGATION DITCH SIPHON OF THE HIGHWAY,
 AB1002'40.5 METERS (133.0 FT) EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE
 AB1002'MISSOURI PACIFIC RAILROAD, 14.0 METERS (46.0 FT) EAST OF THE
 AB1002'CENTERLINE OF THE HIGHWAY, 6.4 METERS (21.0 FT) NORTH OF A LARGE PALM
 AB1002'TREE IN THE FRONT LAWN OF A LARGE TAN STUCCO HOUSE, AND 1.3 METERS
 AB1002'(4.5 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 AB1002'THE MARK IS 1.5 M ABOVE HIGHWAY.
 AB1002
 AB1002                          STATION RECOVERY (1987)
 AB1002
 AB1002'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB1002'RECOVERED IN GOOD CONDITION.
 AB1002
 AB1002                          STATION RECOVERY (1988)
 AB1002
 AB1002'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB1002'MARK NOT FOUND.
 AB1002
 AB1002                          STATION RECOVERY (1988)
 AB1002
 AB1002'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0575 ***********************************************************************
 AB0575  DESIGNATION -  T 674
 AB0575  PID         -  AB0575
 AB0575  STATE/COUNTY-  TX/WILLACY
 AB0575  USGS QUAD   -  PASO REAL (1980)
 AB0575
 AB0575                         *CURRENT SURVEY CONTROL
 AB0575  ___________________________________________________________________
 AB0575* NAD 83(1986)-  26 21 22.     (N)    097 35 07.     (W)     SCALED    
 AB0575* NAVD 88     -         5.373  (meters)      17.63   (feet)  ADJUSTED  
 AB0575  ___________________________________________________________________
 AB0575  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AB0575  DYNAMIC HT  -           5.364 (meters)      17.60  (feet)  COMP
 AB0575  MODELED GRAV-     979,053.6   (mgal)                       NAVD 88
 AB0575
 AB0575  VERT ORDER  -  SECOND    CLASS 0
 AB0575
 AB0575.The horizontal coordinates were scaled from a topographic map and have
 AB0575.an estimated accuracy of +/- 6 seconds.
 AB0575
 AB0575.The orthometric height was determined by differential leveling
 AB0575.and adjusted by the National Geodetic Survey in June 1991..
 AB0575
 AB0575.The geoid height was determined by GEOID03.
 AB0575
 AB0575.The dynamic height is computed by dividing the NAVD 88
 AB0575.geopotential number by the normal gravity value computed on the
 AB0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0575.degrees latitude (g = 980.6199 gals.).
 AB0575
 AB0575.The modeled gravity was interpolated from observed gravity values.
 AB0575
 AB0575;                    North         East    Units  Estimated Accuracy
 AB0575;SPC TX S     - 5,076,720.      391,300.      MT  (+/- 180 meters Scaled)
 AB0575
 AB0575                          SUPERSEDED SURVEY CONTROL
 AB0575
 AB0575  NGVD 29 (??/??/92)    5.456  (m)           17.90   (f) ADJ UNCH    2 0
 AB0575
 AB0575.Superseded values are not recommended for survey control.
 AB0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0575.See file dsdata.txt to determine how the superseded data were derived.
 AB0575
 AB0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ411158(NAD 83)
 AB0575_MARKER: DB = BENCH MARK DISK
 AB0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0575_SP_SET: CULVERT
 AB0575_STAMPING: T 674 1942
 AB0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0575
 AB0575  HISTORY     - Date     Condition        Report By
 AB0575  HISTORY     - 1942     MONUMENTED       CGS
 AB0575  HISTORY     - 1959     GOOD             LOCENG
 AB0575  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0575
 AB0575                          STATION DESCRIPTION
 AB0575
 AB0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0575'9.8 MI N FROM RIO HONDO.
 AB0575'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO, PROCEED WETERLY ON PAVED
 AB0575'ROAD, GO 0.7 MILE.  TURN NORTHERLY (RIGHT) AND GO 9.1 MILE TO A
 AB0575'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AB0575'HORIZONTALLY IN TOP OF THE NORTH END OF THE EAST HEADWALL OF THE
 AB0575'CULVERT ABOUT 0.1 MILE NORTH OF THE SOUTH LEVEE.  20 FEET EAST OF AND
 AB0575'ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 AB0575'STAMPED T 674 1942 AND SET IN A DRILL HOLE.
 AB0575
 AB0575                          STATION RECOVERY (1959)
 AB0575
 AB0575'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AB0575'RECOVERED IN GOOD CONDITION.
 AB0575
 AB0575                          STATION RECOVERY (1987)
 AB0575
 AB0575'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0371 ***********************************************************************
 AB0371  DESIGNATION -  T 675
 AB0371  PID         -  AB0371
 AB0371  STATE/COUNTY-  TX/CAMERON
 AB0371  USGS QUAD   -  LA LEONA (1982)
 AB0371
 AB0371                         *CURRENT SURVEY CONTROL
 AB0371  ___________________________________________________________________
 AB0371* NAD 83(1986)-  26 15 30.     (N)    097 24 43.     (W)     SCALED    
 AB0371* NAVD 88     -         3.187  (meters)      10.46   (feet)  ADJUSTED  
 AB0371  ___________________________________________________________________
 AB0371  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 AB0371  DYNAMIC HT  -           3.182 (meters)      10.44  (feet)  COMP
 AB0371  MODELED GRAV-     979,062.1   (mgal)                       NAVD 88
 AB0371
 AB0371  VERT ORDER  -  SECOND    CLASS 0
 AB0371
 AB0371.The horizontal coordinates were scaled from a topographic map and have
 AB0371.an estimated accuracy of +/- 6 seconds.
 AB0371
 AB0371.The orthometric height was determined by differential leveling
 AB0371.and adjusted by the National Geodetic Survey in June 1991..
 AB0371
 AB0371.The geoid height was determined by GEOID03.
 AB0371
 AB0371.The dynamic height is computed by dividing the NAVD 88
 AB0371.geopotential number by the normal gravity value computed on the
 AB0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0371.degrees latitude (g = 980.6199 gals.).
 AB0371
 AB0371.The modeled gravity was interpolated from observed gravity values.
 AB0371
 AB0371;                    North         East    Units  Estimated Accuracy
 AB0371;SPC TX S     - 5,066,020.      408,690.      MT  (+/- 180 meters Scaled)
 AB0371
 AB0371                          SUPERSEDED SURVEY CONTROL
 AB0371
 AB0371  NGVD 29 (??/??/92)    3.290  (m)           10.79   (f) ADJ UNCH    2 0
 AB0371
 AB0371.Superseded values are not recommended for survey control.
 AB0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0371.See file dsdata.txt to determine how the superseded data were derived.
 AB0371
 AB0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ585052(NAD 83)
 AB0371_MARKER: DB = BENCH MARK DISK
 AB0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0371_STAMPING: T 675 1942
 AB0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0371+STABILITY: SURFACE MOTION
 AB0371
 AB0371  HISTORY     - Date     Condition        Report By
 AB0371  HISTORY     - 1942     MONUMENTED       CGS
 AB0371  HISTORY     - 1950     GOOD             NGS
 AB0371
 AB0371                          STATION DESCRIPTION
 AB0371
 AB0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0371'0.9 MI E FROM RIO HONDO.
 AB0371'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0371'HONDO, CAMERON COUNTY, 2.1 MILES EAST ALONG A PAVED ROAD, 3.0 MILES
 AB0371'NORTH ALONG FARM MARKET ROAD 106, 7.1 MILES EAST ALONG A ROAD.  100
 AB0371'FEET WEST OF THE JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 72 FEET
 AB0371'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A
 AB0371'WHITE WOODEN WITNESS POST, AND 1.5 FEET SOUTH OF A RIGHT-OF-WAY FENCE.
 AB0371'A STANDARD DISK, STAMPED T 675 1942 AND SET IN THE TOP OF A CONCRETE
 AB0371'POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0322 ***********************************************************************
 AB0322  DESIGNATION -  T 676
 AB0322  PID         -  AB0322
 AB0322  STATE/COUNTY-  TX/CAMERON
 AB0322  USGS QUAD   -  LA COMA (1983)
 AB0322
 AB0322                         *CURRENT SURVEY CONTROL
 AB0322  ___________________________________________________________________
 AB0322* NAD 83(1986)-  26 12 17.     (N)    097 21 06.     (W)     SCALED    
 AB0322* NAVD 88     -         4.000  (meters)      13.12   (feet)  ADJUSTED  
 AB0322  ___________________________________________________________________
 AB0322  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 AB0322  DYNAMIC HT  -           3.994 (meters)      13.10  (feet)  COMP
 AB0322  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 AB0322
 AB0322  VERT ORDER  -  SECOND    CLASS 0
 AB0322
 AB0322.The horizontal coordinates were scaled from a topographic map and have
 AB0322.an estimated accuracy of +/- 6 seconds.
 AB0322
 AB0322.The orthometric height was determined by differential leveling
 AB0322.and adjusted by the National Geodetic Survey in June 1991..
 AB0322
 AB0322.The geoid height was determined by GEOID03.
 AB0322
 AB0322.The dynamic height is computed by dividing the NAVD 88
 AB0322.geopotential number by the normal gravity value computed on the
 AB0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0322.degrees latitude (g = 980.6199 gals.).
 AB0322
 AB0322.The modeled gravity was interpolated from observed gravity values.
 AB0322
 AB0322;                    North         East    Units  Estimated Accuracy
 AB0322;SPC TX S     - 5,060,140.      414,770.      MT  (+/- 180 meters Scaled)
 AB0322
 AB0322                          SUPERSEDED SURVEY CONTROL
 AB0322
 AB0322  NGVD 29 (??/??/92)    4.100  (m)           13.45   (f) ADJ UNCH    2 0
 AB0322
 AB0322.Superseded values are not recommended for survey control.
 AB0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0322.See file dsdata.txt to determine how the superseded data were derived.
 AB0322
 AB0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP646994(NAD 83)
 AB0322_MARKER: DB = BENCH MARK DISK
 AB0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0322_SP_SET: MONUMENT
 AB0322_STAMPING: T 676 1942
 AB0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0322
 AB0322  HISTORY     - Date     Condition        Report By
 AB0322  HISTORY     - 1942     MONUMENTED       CGS
 AB0322  HISTORY     - 1950     GOOD             NGS
 AB0322  HISTORY     - 1962     MARK NOT FOUND   SUNOCO
 AB0322  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0322  HISTORY     - 20050820 MARK NOT FOUND   USPSQD
 AB0322
 AB0322                          STATION DESCRIPTION
 AB0322
 AB0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0322'16.5 MI NE FROM RIO HONDO.
 AB0322'TO REACH FROM INTERSECTION OF RAILROAD AND TEXAS HIGHWAY 106 IN RIO
 AB0322'HONDO, PROCEED 3.1 MILES EASTERLY ON HIGHWAY 106 TO Y INTERSECTION
 AB0322'WHERE HIGHWAY 106 TURNS N. (LEFT), LEAVING HIGHWAY 106, CONTINUE
 AB0322'STRAIGHT AHEAD ON PAVED ROAD 12.4 MILES TO T ROAD RUNNING N-S, TURN N.
 AB0322'(LEFT) 1.0 MILE TO SITE OF MARK.  BENCH MARK IS 37 FT. E. OF
 AB0322'CENTERLINE OF ROAD, 1.5 FT. W. OF FENCE ON EAST SIDE OF ROAD AND 3.0
 AB0322'FT. N. OF A 4X4 INCH WHITE WOODEN WITNESS POST.  A STANDARD DISK SET
 AB0322'IN A 6 INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 AB0322
 AB0322                          STATION RECOVERY (1962)
 AB0322
 AB0322'RECOVERY NOTE BY SUN OIL COMPANY 1962
 AB0322'MARK NOT FOUND.
 AB0322
 AB0322                          STATION RECOVERY (1991)
 AB0322
 AB0322'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0322'MARK NOT FOUND.
 AB0322
 AB0322                          STATION RECOVERY (2005)
 AB0322
 AB0322'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEP)
 AB0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0203 ***********************************************************************
 AB0203  DESIGNATION -  T 678
 AB0203  PID         -  AB0203
 AB0203  STATE/COUNTY-  TX/CAMERON
 AB0203  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0203
 AB0203                         *CURRENT SURVEY CONTROL
 AB0203  ___________________________________________________________________
 AB0203* NAD 83(1986)-  25 59 38.     (N)    097 25 55.     (W)     SCALED    
 AB0203* NAVD 88     -         3.616  (meters)      11.86   (feet)  ADJUSTED  
 AB0203  ___________________________________________________________________
 AB0203  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AB0203  DYNAMIC HT  -           3.610 (meters)      11.84  (feet)  COMP
 AB0203  MODELED GRAV-     979,040.3   (mgal)                       NAVD 88
 AB0203
 AB0203  VERT ORDER  -  FIRST     CLASS II
 AB0203
 AB0203.The horizontal coordinates were scaled from a topographic map and have
 AB0203.an estimated accuracy of +/- 6 seconds.
 AB0203
 AB0203.The orthometric height was determined by differential leveling
 AB0203.and adjusted by the National Geodetic Survey in June 1991..
 AB0203
 AB0203.The geoid height was determined by GEOID03.
 AB0203
 AB0203.The dynamic height is computed by dividing the NAVD 88
 AB0203.geopotential number by the normal gravity value computed on the
 AB0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0203.degrees latitude (g = 980.6199 gals.).
 AB0203
 AB0203.The modeled gravity was interpolated from observed gravity values.
 AB0203
 AB0203;                    North         East    Units  Estimated Accuracy
 AB0203;SPC TX S     - 5,036,710.      406,940.      MT  (+/- 180 meters Scaled)
 AB0203
 AB0203                          SUPERSEDED SURVEY CONTROL
 AB0203
 AB0203.No superseded survey control is available for this station.
 AB0203
 AB0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP569759(NAD 83)
 AB0203_MARKER: DB = BENCH MARK DISK
 AB0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0203_STAMPING: T 678 1942
 AB0203_MARK LOGO: CGS   
 AB0203_PROJECTION: PROJECTING 18 CENTIMETERS
 AB0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0203+STABILITY: SURFACE MOTION
 AB0203
 AB0203  HISTORY     - Date     Condition        Report By
 AB0203  HISTORY     - 1942     MONUMENTED       CGS
 AB0203  HISTORY     - 1951     GOOD             NGS
 AB0203  HISTORY     - 1982     GOOD             NGS
 AB0203  HISTORY     - 1987     GOOD             USPSQD
 AB0203  HISTORY     - 1988     GOOD             USPSQD
 AB0203  HISTORY     - 1988     GOOD             USPSQD
 AB0203  HISTORY     - 1990     GOOD             USPSQD
 AB0203  HISTORY     - 19910306 GOOD             USPSQD
 AB0203
 AB0203                          STATION DESCRIPTION
 AB0203
 AB0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0203'8.3 MI NE FROM BRONWSVILLE.
 AB0203'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION OF
 AB0203'U.S. HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE 0.6 MILE
 AB0203'NORTHEAST ALONG STATE HIGHWAY 48, 2.5 MILES NORTH ALONG A GRADED DIRT
 AB0203'ROAD, AND 2.8 MILES NORTHEAST ALONG THE PORT ISABEL ROAD, 0.3 MILE
 AB0203'NORTHEAST OF A SMALL WOODEN BRIDGE, 32 FEET SOUTHEAST OF THE
 AB0203'CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3
 AB0203'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AB0203'ROAD.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0203'0.5 FOOT ABOVE GROUND.
 AB0203
 AB0203                          STATION RECOVERY (1951)
 AB0203
 AB0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0203'RECOVERED IN GOOD CONDITION.
 AB0203
 AB0203                          STATION RECOVERY (1982)
 AB0203
 AB0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0203'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0203'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB0203'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB0203'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE 4.0 KM
 AB0203'(2.5 MI) NORTH ALONG ROBINDALE ROAD, THENCE 2.5 KM (1.6 MI) NORTH
 AB0203'NORTHEAST ALONG OLD PORT ISABEL ROAD TO THE JUNCTION OF STATE HIGHWAY
 AB0203'511, THENCE 2.0 KM (1.25 MI) NORTH NORTHEAST ALONG OLD PORT ISABEL
 AB0203'ROAD AT A POINT 0.5 KM (0.3 MI) EAST NORTHEAST OF A CURVE IN THE ROAD,
 AB0203'9.7 METERS (32.0 FT) SOUTH SOUTHEAST OF THE CENTER OF OLD PORT ISABEL
 AB0203'ROAD, 0.6 METER (2.0 FT) SOUTH SOUTHEAST OF THE OLD RIGHT-OF-WAY FENCE
 AB0203'LINE, AND 57.6 METERS (189.0 FT) SOUTHWEST OF A 1.8 METERS (6.0 FT)
 AB0203'HIGH POST WITH AN UNDERGROUND TELEPHONE WARNING SIGN ATTACHED.
 AB0203'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AB0203'THE MARK IS ABOVE LEVEL WITH OLD PORT ISABEL ROAD.
 AB0203
 AB0203                          STATION RECOVERY (1987)
 AB0203
 AB0203'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0203'RECOVERED IN GOOD CONDITION.
 AB0203
 AB0203                          STATION RECOVERY (1988)
 AB0203
 AB0203'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0203'RECOVERED IN GOOD CONDITION.
 AB0203
 AB0203                          STATION RECOVERY (1988)
 AB0203
 AB0203'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0203'RECOVERED IN GOOD CONDITION.
 AB0203
 AB0203                          STATION RECOVERY (1990)
 AB0203
 AB0203'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0203'RECOVERED IN GOOD CONDITION.
 AB0203
 AB0203                          STATION RECOVERY (1991)
 AB0203
 AB0203'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0048 ***********************************************************************
 AB0048  DESIGNATION -  T 679
 AB0048  PID         -  AB0048
 AB0048  STATE/COUNTY-  TX/CAMERON
 AB0048  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0048
 AB0048                         *CURRENT SURVEY CONTROL
 AB0048  ___________________________________________________________________
 AB0048* NAD 83(1986)-  25 55 00.     (N)    097 24 25.     (W)     SCALED    
 AB0048* NAVD 88     -         6.708  (meters)      22.01   (feet)  ADJUSTED  
 AB0048  ___________________________________________________________________
 AB0048  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 AB0048  DYNAMIC HT  -           6.697 (meters)      21.97  (feet)  COMP
 AB0048  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 AB0048
 AB0048  VERT ORDER  -  SECOND    CLASS 0
 AB0048
 AB0048.The horizontal coordinates were scaled from a topographic map and have
 AB0048.an estimated accuracy of +/- 6 seconds.
 AB0048
 AB0048.The orthometric height was determined by differential leveling
 AB0048.and adjusted by the National Geodetic Survey in June 1991..
 AB0048
 AB0048.The geoid height was determined by GEOID03.
 AB0048
 AB0048.The dynamic height is computed by dividing the NAVD 88
 AB0048.geopotential number by the normal gravity value computed on the
 AB0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0048.degrees latitude (g = 980.6199 gals.).
 AB0048
 AB0048.The modeled gravity was interpolated from observed gravity values.
 AB0048
 AB0048;                    North         East    Units  Estimated Accuracy
 AB0048;SPC TX S     - 5,028,170.      409,520.      MT  (+/- 180 meters Scaled)
 AB0048
 AB0048                          SUPERSEDED SURVEY CONTROL
 AB0048
 AB0048  NGVD 29 (??/??/92)    6.803  (m)           22.32   (f) ADJ UNCH    2 0
 AB0048
 AB0048.Superseded values are not recommended for survey control.
 AB0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0048.See file dsdata.txt to determine how the superseded data were derived.
 AB0048
 AB0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP595674(NAD 83)
 AB0048_MARKER: DD = SURVEY DISK
 AB0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0048_STAMPING: T 679 1942
 AB0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0048+STABILITY: SURFACE MOTION
 AB0048
 AB0048  HISTORY     - Date     Condition        Report By
 AB0048  HISTORY     - UNK      MONUMENTED
 AB0048  HISTORY     - 1950     GOOD             NGS
 AB0048  HISTORY     - 1982     GOOD             NGS
 AB0048  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0048
 AB0048                          STATION DESCRIPTION
 AB0048
 AB0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0048'6.2 MI NE FROM BROWNSVILLE.
 AB0048'TO REACH FROM THE INTERSECTION OF TEXAS STATE HIGHWAY NO. 4(E 14TH
 AB0048'STREET) AND TEXAS STATE HIGHWAY NO. 48(BOCA CHICA BLVD) IN
 AB0048'BROWNSVILLE, PROCEED E. 4.0 MILES ON STATE HIGHWAY NO. 4 TO A SERVICE
 AB0048'STATION AT A CROSSROAD AND SITE OF BENCH MARK.  BENCH MARK IS 53 FEET
 AB0048'S. OF AND APPROXIMATELY THE SAME ELEVATION AS THE CENTERLINE OF STATE
 AB0048'HIGHWAY NO. 4, 45 FEET E. OF THE CENTERLINE OF THE N-S ROAD, 12 FEET
 AB0048'E. OF THE RIGHT OF WAY FENCE CORNER POST, 3.0 FEET W. OF A 4X4 INCH
 AB0048'WITNESS POST AND 1.0 FOOT N. OF THE FENCE.  A STANDARD DISK SET IN
 AB0048'CONCRETE POST PROJECTING 0.6 FOOT.
 AB0048
 AB0048                          STATION RECOVERY (1982)
 AB0048
 AB0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0048'RECOVERED IN GOOD CONDITION.
 AB0048
 AB0048                          STATION RECOVERY (1990)
 AB0048
 AB0048'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0846 ***********************************************************************
 AB0846  DESIGNATION -  T 680
 AB0846  PID         -  AB0846
 AB0846  STATE/COUNTY-  TX/CAMERON
 AB0846  USGS QUAD   -  LA PALOMA (1970)
 AB0846
 AB0846                         *CURRENT SURVEY CONTROL
 AB0846  ___________________________________________________________________
 AB0846* NAD 83(1986)-  26 02 41.     (N)    097 39 56.     (W)     SCALED    
 AB0846* NAVD 88     -        15.646  (meters)      51.33   (feet)  ADJUSTED  
 AB0846  ___________________________________________________________________
 AB0846  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AB0846  DYNAMIC HT  -          15.620 (meters)      51.25  (feet)  COMP
 AB0846  MODELED GRAV-     979,022.6   (mgal)                       NAVD 88
 AB0846
 AB0846  VERT ORDER  -  SECOND    CLASS 0
 AB0846
 AB0846.The horizontal coordinates were scaled from a topographic map and have
 AB0846.an estimated accuracy of +/- 6 seconds.
 AB0846
 AB0846.The orthometric height was determined by differential leveling
 AB0846.and adjusted by the National Geodetic Survey in June 1991..
 AB0846
 AB0846.The geoid height was determined by GEOID03.
 AB0846
 AB0846.The dynamic height is computed by dividing the NAVD 88
 AB0846.geopotential number by the normal gravity value computed on the
 AB0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0846.degrees latitude (g = 980.6199 gals.).
 AB0846
 AB0846.The modeled gravity was interpolated from observed gravity values.
 AB0846
 AB0846;                    North         East    Units  Estimated Accuracy
 AB0846;SPC TX S     - 5,042,160.      383,510.      MT  (+/- 180 meters Scaled)
 AB0846
 AB0846                          SUPERSEDED SURVEY CONTROL
 AB0846
 AB0846  NGVD 29 (??/??/92)   15.746  (m)           51.66   (f) ADJ UNCH    2 0
 AB0846
 AB0846.Superseded values are not recommended for survey control.
 AB0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0846.See file dsdata.txt to determine how the superseded data were derived.
 AB0846
 AB0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP335813(NAD 83)
 AB0846_MARKER: DD = SURVEY DISK
 AB0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0846_SP_SET: CULVERT
 AB0846_STAMPING: T 680 1942
 AB0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0846
 AB0846  HISTORY     - Date     Condition        Report By
 AB0846  HISTORY     - 1942     MONUMENTED
 AB0846  HISTORY     - 1942     GOOD             NGS
 AB0846
 AB0846                          STATION DESCRIPTION
 AB0846
 AB0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0846'0.6 MI NE FROM LA PALOMA.
 AB0846'0.6 MILE NORTHEAST ALONG STATE HIGHWAY 48 FROM THE POST OFFICE AT LA
 AB0846'PALOMA, CAMERON COUNTY, 0.3 MILE NORTHEAST ALONG A CONCRETE COUNTY
 AB0846'ROAD.  AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 63 FEET WEST OF
 AB0846'THE CENTERLINE OF THE DIRT ROAD, 15.3 FEET SOUTH OF THE CENTERLINE OF
 AB0846'THE CONCRETE COUNTY ROAD, AT A CONCRETE-BOX CULVERT UNDER THE COUNTY
 AB0846'ROAD IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL AND ABOUT 2 FEET
 AB0846'HIGHER THAN THE COUNTY ROAD.  A CAMERON COUNTY STANDARD DISK, STAMPED
 AB0846'T 680 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0167 ***********************************************************************
 AB0167  DESIGNATION -  T 681
 AB0167  PID         -  AB0167
 AB0167  STATE/COUNTY-  TX/CAMERON
 AB0167  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0167
 AB0167                         *CURRENT SURVEY CONTROL
 AB0167  ___________________________________________________________________
 AB0167* NAD 83(1986)-  25 55 59.     (N)    097 31 51.     (W)     SCALED    
 AB0167* NAVD 88     -        10.660  (meters)      34.97   (feet)  ADJUSTED  
 AB0167  ___________________________________________________________________
 AB0167  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 AB0167  DYNAMIC HT  -          10.643 (meters)      34.92  (feet)  COMP
 AB0167  MODELED GRAV-     979,026.4   (mgal)                       NAVD 88
 AB0167
 AB0167  VERT ORDER  -  SECOND    CLASS 0
 AB0167
 AB0167.The horizontal coordinates were scaled from a topographic map and have
 AB0167.an estimated accuracy of +/- 6 seconds.
 AB0167
 AB0167.The orthometric height was determined by differential leveling
 AB0167.and adjusted by the National Geodetic Survey in June 1991..
 AB0167
 AB0167.The geoid height was determined by GEOID03.
 AB0167
 AB0167.The dynamic height is computed by dividing the NAVD 88
 AB0167.geopotential number by the normal gravity value computed on the
 AB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0167.degrees latitude (g = 980.6199 gals.).
 AB0167
 AB0167.The modeled gravity was interpolated from observed gravity values.
 AB0167
 AB0167;                    North         East    Units  Estimated Accuracy
 AB0167;SPC TX S     - 5,029,890.      397,090.      MT  (+/- 180 meters Scaled)
 AB0167
 AB0167                          SUPERSEDED SURVEY CONTROL
 AB0167
 AB0167  NGVD 29 (??/??/92)   10.745  (m)           35.25   (f) ADJ UNCH    2 0
 AB0167
 AB0167.Superseded values are not recommended for survey control.
 AB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0167.See file dsdata.txt to determine how the superseded data were derived.
 AB0167
 AB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP471690(NAD 83)
 AB0167_MARKER: DD = SURVEY DISK
 AB0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0167_STAMPING: T 681 1942
 AB0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0167+STABILITY: SURFACE MOTION
 AB0167
 AB0167  HISTORY     - Date     Condition        Report By
 AB0167  HISTORY     - 1942     MONUMENTED       IBC
 AB0167  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0167  HISTORY     - 19910307 MARK NOT FOUND   USPSQD
 AB0167
 AB0167                          STATION DESCRIPTION
 AB0167
 AB0167'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0167'2.5 MI NW FROM BROWNSVILLE.
 AB0167'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNION HIGH SCHOOL
 AB0167'AT BROWNSVILLE, CAMERON COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING
 AB0167'SOUTHWEST, 50.4 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20.5
 AB0167'FEET SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, AT THE NORTH CORNER
 AB0167'OF A FARMYARD FENCE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 AB0167'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 AB0167'CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 AB0167
 AB0167                          STATION RECOVERY (1991)
 AB0167
 AB0167'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0920 ***********************************************************************
 AB0920  DESIGNATION -  T 682
 AB0920  PID         -  AB0920
 AB0920  STATE/COUNTY-  TX/HIDALGO
 AB0920  USGS QUAD   -  PROGRESO (1970)
 AB0920
 AB0920                         *CURRENT SURVEY CONTROL
 AB0920  ___________________________________________________________________
 AB0920* NAD 83(1986)-  26 05 03.     (N)    097 53 30.     (W)     SCALED    
 AB0920* NAVD 88     -        20.291  (meters)      66.57   (feet)  ADJUSTED  
 AB0920  ___________________________________________________________________
 AB0920  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AB0920  DYNAMIC HT  -          20.258 (meters)      66.46  (feet)  COMP
 AB0920  MODELED GRAV-     979,011.7   (mgal)                       NAVD 88
 AB0920
 AB0920  VERT ORDER  -  SECOND    CLASS 0
 AB0920
 AB0920.The horizontal coordinates were scaled from a topographic map and have
 AB0920.an estimated accuracy of +/- 6 seconds.
 AB0920
 AB0920.The orthometric height was determined by differential leveling
 AB0920.and adjusted by the National Geodetic Survey in June 1991..
 AB0920
 AB0920.The geoid height was determined by GEOID03.
 AB0920
 AB0920.The dynamic height is computed by dividing the NAVD 88
 AB0920.geopotential number by the normal gravity value computed on the
 AB0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0920.degrees latitude (g = 980.6199 gals.).
 AB0920
 AB0920.The modeled gravity was interpolated from observed gravity values.
 AB0920
 AB0920;                    North         East    Units  Estimated Accuracy
 AB0920;SPC TX S     - 5,046,400.      360,860.      MT  (+/- 180 meters Scaled)
 AB0920
 AB0920                          SUPERSEDED SURVEY CONTROL
 AB0920
 AB0920  NGVD 29 (??/??/92)   20.400  (m)           66.93   (f) ADJ UNCH    2 0
 AB0920
 AB0920.Superseded values are not recommended for survey control.
 AB0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0920.See file dsdata.txt to determine how the superseded data were derived.
 AB0920
 AB0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP108854(NAD 83)
 AB0920_MARKER: DB = BENCH MARK DISK
 AB0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0920_SP_SET: CULVERT
 AB0920_STAMPING: T 682 1942
 AB0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0920
 AB0920  HISTORY     - Date     Condition        Report By
 AB0920  HISTORY     - 1942     MONUMENTED       CGS
 AB0920  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0920
 AB0920                          STATION DESCRIPTION
 AB0920
 AB0920'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0920'2.9 MI W FROM SANTA MARIA.
 AB0920'IN HIDALGO COUNTY, 2.9 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE
 AB0920'PUBLIC SCHOOL AT SANTA MARIA, CAMERON COUNTY, AT A ROAD INTERSECTION
 AB0920'(AN ASPHALT ROAD LEADS SOUTH TO RIO RICO AND A DIRT ROAD LEADS NORTH),
 AB0920'28 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A POWER SUBSTATION, 22
 AB0920'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF THE
 AB0920'CENTERLINE OF THE DIRT ROAD, AT A CONCRETE-PIPE CULVERT UNDER THE DIRT
 AB0920'ROAD IN THE CENTER OF THE TOP OF THE WEST HEADWALL, AND ABOUT 1 FOOT
 AB0920'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0261 ***********************************************************************
 AE0261  DESIGNATION -  T 683
 AE0261  PID         -  AE0261
 AE0261  STATE/COUNTY-  TX/HIDALGO
 AE0261  USGS QUAD   -  LAS MILPAS (1983)
 AE0261
 AE0261                         *CURRENT SURVEY CONTROL
 AE0261  ___________________________________________________________________
 AE0261* NAD 83(1986)-  26 05 09.     (N)    098 08 21.     (W)     SCALED    
 AE0261* NAVD 88     -        27.831  (meters)      91.31   (feet)  POSTED    
 AE0261  ___________________________________________________________________
 AE0261  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AE0261  DYNAMIC HT  -          27.780 (meters)      91.14  (feet)  COMP
 AE0261  MODELED GRAV-     978,987.1   (mgal)                       NAVD 88
 AE0261
 AE0261  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0261
 AE0261.The horizontal coordinates were scaled from a topographic map and have
 AE0261.an estimated accuracy of +/- 6 seconds.
 AE0261
 AE0261.The orthometric height was determined by differential leveling
 AE0261.and adjusted by the National Geodetic Survey in 1992..
 AE0261.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0261.rate of 0.0 thru 1.0 mm/km.
 AE0261
 AE0261.The geoid height was determined by GEOID03.
 AE0261
 AE0261.The dynamic height is computed by dividing the NAVD 88
 AE0261.geopotential number by the normal gravity value computed on the
 AE0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0261.degrees latitude (g = 980.6199 gals.).
 AE0261
 AE0261.The modeled gravity was interpolated from observed gravity values.
 AE0261
 AE0261;                    North         East    Units  Estimated Accuracy
 AE0261;SPC TX S     - 5,046,490.      336,100.      MT  (+/- 180 meters Scaled)
 AE0261
 AE0261                          SUPERSEDED SURVEY CONTROL
 AE0261
 AE0261  NGVD 29 (??/??/92)   27.947  (m)           91.69   (f) ADJ UNCH    2 0
 AE0261
 AE0261.Superseded values are not recommended for survey control.
 AE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0261.See file dsdata.txt to determine how the superseded data were derived.
 AE0261
 AE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP860854(NAD 83)
 AE0261_MARKER: DB = BENCH MARK DISK
 AE0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0261_SP_SET: FLOODGATE
 AE0261_STAMPING: T 683 1942
 AE0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0261
 AE0261  HISTORY     - Date     Condition        Report By
 AE0261  HISTORY     - 1942     MONUMENTED       CGS
 AE0261
 AE0261                          STATION DESCRIPTION
 AE0261
 AE0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0261'5.7 MI W FROM RAY PAUL.
 AE0261'5.7 MILES WEST ALONG MILITARY ROAD FROM RUN SCHOOL NO. 1 AT RAY PAUL,
 AE0261'HIDALGO COUNTY, AT THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH TO
 AE0261'ALAMO, 93 FEET EAST OF THE CENTERLINE OF THE ASPHALT ROAD, 64 FEET
 AE0261'NORTH OF THE CENTERLINE OF MILITARY ROAD, ON THE EAST SIDE OF AN
 AE0261'IRRIGATION CANAL, IN THE SOUTH END OF A CONCRETE FLOODGATE, AND ABOUT
 AE0261'4 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED T 683 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0731 ***********************************************************************
 AB0731  DESIGNATION -  T 684 RESET 1954
 AB0731  PID         -  AB0731
 AB0731  STATE/COUNTY-  TX/HIDALGO
 AB0731  USGS QUAD   -  MERCEDES (1983)
 AB0731
 AB0731                         *CURRENT SURVEY CONTROL
 AB0731  ___________________________________________________________________
 AB0731* NAD 83(1986)-  26 10 36.     (N)    097 54 35.     (W)     SCALED    
 AB0731* NAVD 88     -        19.40   (meters)      63.6    (feet)  RESET     
 AB0731  ___________________________________________________________________
 AB0731  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AB0731
 AB0731  VERT ORDER  -  THIRD
 AB0731
 AB0731.The horizontal coordinates were scaled from a topographic map and have
 AB0731.an estimated accuracy of +/- 6 seconds.
 AB0731
 AB0731.The orthometric height was computed from unverified reset data.
 AB0731
 AB0731.The geoid height was determined by GEOID03.
 AB0731
 AB0731;                    North         East    Units  Estimated Accuracy
 AB0731;SPC TX S     - 5,056,640.      359,010.      MT  (+/- 180 meters Scaled)
 AB0731
 AB0731                          SUPERSEDED SURVEY CONTROL
 AB0731
 AB0731.No superseded survey control is available for this station.
 AB0731
 AB0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP089957(NAD 83)
 AB0731_MARKER: DB = BENCH MARK DISK
 AB0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0731_SP_SET: CULVERT
 AB0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0731
 AB0731  HISTORY     - Date     Condition        Report By
 AB0731  HISTORY     - 1954     MONUMENTED       TXHD
 AB0731  HISTORY     - 1954     GOOD             TXHD
 AB0731
 AB0731                          STATION DESCRIPTION
 AB0731
 AB0731'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AB0731'1.9 MI N FROM MERCEDES.
 AB0731'1.9 MILES NORTH ALONG THE BASE LINE ROAD FROM THE JUNCTION OF U.S.
 AB0731'HIGHWAY 83 AT MERCEDES, HIDALGO COUNTY, IN THE TOP OF THE NORTH END OF
 AB0731'THE EAST HEAD WALL OF A 3- BY 3-FOOT CONCRETE CULVERT, 14.3 FEET EAST
 AB0731'OF THE CENTER LINE OF THE ROAD, 68 FEET SOUTH OF A POWER-TRANSMISSION
 AB0731'LINE POLE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0617 ***********************************************************************
 AE0617  DESIGNATION -  T 685 RESET 1954
 AE0617  PID         -  AE0617
 AE0617  STATE/COUNTY-  TX/STARR
 AE0617  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0617
 AE0617                         *CURRENT SURVEY CONTROL
 AE0617  ___________________________________________________________________
 AE0617* NAD 83(1986)-  26 22 48.     (N)    098 49 50.     (W)     SCALED    
 AE0617* NAVD 88     -        52.509  (meters)     172.27   (feet)  ADJUSTED  
 AE0617  ___________________________________________________________________
 AE0617  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AE0617  DYNAMIC HT  -          52.422 (meters)     171.99  (feet)  COMP
 AE0617  MODELED GRAV-     978,999.2   (mgal)                       NAVD 88
 AE0617
 AE0617  VERT ORDER  -  SECOND    CLASS 0
 AE0617
 AE0617.The horizontal coordinates were scaled from a topographic map and have
 AE0617.an estimated accuracy of +/- 6 seconds.
 AE0617
 AE0617.The orthometric height was determined by differential leveling
 AE0617.and adjusted by the National Geodetic Survey in June 1991..
 AE0617
 AE0617.The geoid height was determined by GEOID03.
 AE0617
 AE0617.The dynamic height is computed by dividing the NAVD 88
 AE0617.geopotential number by the normal gravity value computed on the
 AE0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0617.degrees latitude (g = 980.6199 gals.).
 AE0617
 AE0617.The modeled gravity was interpolated from observed gravity values.
 AE0617
 AE0617;                    North         East    Units  Estimated Accuracy
 AE0617;SPC TX S     - 5,079,080.      267,010.      MT  (+/- 180 meters Scaled)
 AE0617
 AE0617                          SUPERSEDED SURVEY CONTROL
 AE0617
 AE0617  NGVD 29 (??/??/92)   52.538  (m)          172.37   (f) ADJ UNCH    2 0
 AE0617
 AE0617.Superseded values are not recommended for survey control.
 AE0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0617.See file dsdata.txt to determine how the superseded data were derived.
 AE0617
 AE0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ169177(NAD 83)
 AE0617_MARKER: DB = BENCH MARK DISK
 AE0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0617_STAMPING: T 685 RESET 1954
 AE0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0617+STABILITY: SURFACE MOTION
 AE0617
 AE0617  HISTORY     - Date     Condition        Report By
 AE0617  HISTORY     - 1954     MONUMENTED       CGS
 AE0617  HISTORY     - 1956     GOOD             NGS
 AE0617  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0617
 AE0617                          STATION DESCRIPTION
 AE0617
 AE0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0617'0.9 MI W FROM RIO GRANDE CITY.
 AE0617'0.9 MILE WEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0617'CITY, 269 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST GRAMMAR
 AE0617'SCHOOL BUILDING, 41 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 44
 AE0617'FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 19.8 FEET EAST
 AE0617'OF THE SOUTHWEST CORNER OF THE CONCRETE CURB AROUND THE SCHOOL YARD,
 AE0617'0.4 FOOT SOUTH OF THE CURB, SET IN THE TOP OF A CONCRETE POST WHICH
 AE0617'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AE0617
 AE0617                          STATION RECOVERY (1981)
 AE0617
 AE0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0617'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0760 ***********************************************************************
 AE0760  DESIGNATION -  T 687
 AE0760  PID         -  AE0760
 AE0760  STATE/COUNTY-  TX/STARR
 AE0760  USGS QUAD   -  VIBORAS (1993)
 AE0760
 AE0760                         *CURRENT SURVEY CONTROL
 AE0760  ___________________________________________________________________
 AE0760* NAD 83(1986)-  26 42 47.     (N)    098 50 54.     (W)     SCALED    
 AE0760* NAVD 88     -       125.025  (meters)     410.19   (feet)  ADJUSTED  
 AE0760  ___________________________________________________________________
 AE0760  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE0760  DYNAMIC HT  -         124.820 (meters)     409.51  (feet)  COMP
 AE0760  MODELED GRAV-     979,007.5   (mgal)                       NAVD 88
 AE0760
 AE0760  VERT ORDER  -  SECOND    CLASS 0
 AE0760
 AE0760.The horizontal coordinates were scaled from a topographic map and have
 AE0760.an estimated accuracy of +/- 6 seconds.
 AE0760
 AE0760.The orthometric height was determined by differential leveling
 AE0760.and adjusted by the National Geodetic Survey in June 1991..
 AE0760
 AE0760.The geoid height was determined by GEOID03.
 AE0760
 AE0760.The dynamic height is computed by dividing the NAVD 88
 AE0760.geopotential number by the normal gravity value computed on the
 AE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0760.degrees latitude (g = 980.6199 gals.).
 AE0760
 AE0760.The modeled gravity was interpolated from observed gravity values.
 AE0760
 AE0760;                    North         East    Units  Estimated Accuracy
 AE0760;SPC TX S     - 5,115,980.      265,340.      MT  (+/- 180 meters Scaled)
 AE0760
 AE0760                          SUPERSEDED SURVEY CONTROL
 AE0760
 AE0760  NGVD 29 (??/??/92)  125.075  (m)          410.35   (f) ADJ UNCH    2 0
 AE0760
 AE0760.Superseded values are not recommended for survey control.
 AE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0760.See file dsdata.txt to determine how the superseded data were derived.
 AE0760
 AE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ150546(NAD 83)
 AE0760_MARKER: DB = BENCH MARK DISK
 AE0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0760_STAMPING: T 687 1942
 AE0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0760+STABILITY: SURFACE MOTION
 AE0760
 AE0760  HISTORY     - Date     Condition        Report By
 AE0760  HISTORY     - 1942     MONUMENTED       CGS
 AE0760  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0760
 AE0760                          STATION DESCRIPTION
 AE0760
 AE0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0760'9.8 MI N FROM EL SAUZ.
 AE0760'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ, PROCEED 9.8 MILES NORTH
 AE0760'ALONG A GRAVEL ROAD TO THE NORTHEAST CORNER OF A LARGE OPEN FIELD ON
 AE0760'THE WEST SIDE OF ROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AE0760'120.0 FEET SOUTH OF THE NORTHEAST CORNER OF FIELD.  IT IS 33.0 FEET
 AE0760'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD,
 AE0760'1.5 FOOT EAST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTH
 AE0760'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
 AE0760
 AE0760                          STATION RECOVERY (1972)
 AE0760
 AE0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0674 ***********************************************************************
 AE0674  DESIGNATION -  T 688
 AE0674  PID         -  AE0674
 AE0674  STATE/COUNTY-  TX/STARR
 AE0674  USGS QUAD   -  LA GRULLA (1965)
 AE0674
 AE0674                         *CURRENT SURVEY CONTROL
 AE0674  ___________________________________________________________________
 AE0674* NAD 83(1986)-  26 19 42.     (N)    098 42 52.     (W)     SCALED    
 AE0674* NAVD 88     -        50.747  (meters)     166.49   (feet)  ADJUSTED  
 AE0674  ___________________________________________________________________
 AE0674  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AE0674  DYNAMIC HT  -          50.663 (meters)     166.22  (feet)  COMP
 AE0674  MODELED GRAV-     978,991.2   (mgal)                       NAVD 88
 AE0674
 AE0674  VERT ORDER  -  FIRST     CLASS II
 AE0674
 AE0674.The horizontal coordinates were scaled from a topographic map and have
 AE0674.an estimated accuracy of +/- 6 seconds.
 AE0674
 AE0674.The orthometric height was determined by differential leveling
 AE0674.and adjusted by the National Geodetic Survey in June 1991..
 AE0674
 AE0674.The geoid height was determined by GEOID03.
 AE0674
 AE0674.The dynamic height is computed by dividing the NAVD 88
 AE0674.geopotential number by the normal gravity value computed on the
 AE0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0674.degrees latitude (g = 980.6199 gals.).
 AE0674
 AE0674.The modeled gravity was interpolated from observed gravity values.
 AE0674
 AE0674;                    North         East    Units  Estimated Accuracy
 AE0674;SPC TX S     - 5,073,330.      278,590.      MT  (+/- 180 meters Scaled)
 AE0674
 AE0674                          SUPERSEDED SURVEY CONTROL
 AE0674
 AE0674  NGVD 29 (??/??/92)   50.823  (m)          166.74   (f) ADJ UNCH    1 2
 AE0674
 AE0674.Superseded values are not recommended for survey control.
 AE0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0674.See file dsdata.txt to determine how the superseded data were derived.
 AE0674
 AE0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ284120(NAD 83)
 AE0674_MARKER: DB = BENCH MARK DISK
 AE0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0674_STAMPING: T 688 1942
 AE0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0674+STABILITY: SURFACE MOTION
 AE0674
 AE0674  HISTORY     - Date     Condition        Report By
 AE0674  HISTORY     - 1942     MONUMENTED       CGS
 AE0674  HISTORY     - 1943     GOOD             USGS
 AE0674  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0674  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0674
 AE0674                          STATION DESCRIPTION
 AE0674
 AE0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0674'0.6 MI N FROM GARCIASVILLE.
 AE0674'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE0674'LEADING NORTH AND A ONE TRACK DIRT ROAD LEADING SOUTH THROUGH A
 AE0674'PASTURE (7.9 MILES EAST OF THE POST OFFICE AT RIO GRANDE CITY),
 AE0674'PROCEED 0.6 MILES SOUTHERLY ALONG A ONE TRACK DIRT ROAD TO THE
 AE0674'MISSOURI PACIFIC RAILROAD AND SITE OF BENCH MARK.  BENCH MARK IS 163.0
 AE0674'YARDS EAST OF MILE POST NO.A66.  IT IS 44.0 FEET SOUTH OF AND ABOUT
 AE0674'1.0 FOOT ABOVE THE CENTERLINE OF THE RAILROAD, 3.6 FEET WEST OF A
 AE0674'TELEGRAPH POLE.  MONUMENT IS 3.0 FEET EAST OF A 4X4 INCH WHITE WOODEN
 AE0674'MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AE0674
 AE0674                          STATION RECOVERY (1943)
 AE0674
 AE0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0674'BENCH MARK IS ABOUT 0.7 MILE WESTERLY ALONG THE MISSOURI PACIFIC
 AE0674'RAILROAD FROM THE UNION SCHOOL AT GARCIASVILLE 0.1 MILE EAST OF MILE
 AE0674'POLE NO. A-66. IT IS 44.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AE0674'CENTERLINE OF THE TRACKS, 40.0 FEET NORTH OF THE CENTERLINE OF ROAD
 AE0674'PARALLELING THE RAILROAD, AND 40.0 FEET WEST OF THE CENTERLINE OF THE
 AE0674'TRACK ROAD. IT IS 3.6 FEET WEST OF A TELEPHONE POLE, AND 3.0 FEET
 AE0674'EAST OF A 4X4-INCH WOODEN MARKER POST. A DISK SET IN CONCRETE POST
 AE0674'PROJECTING 0.3 FOOT.
 AE0674
 AE0674                          STATION RECOVERY (1981)
 AE0674
 AE0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0674'MARK NOT RECOVERED THIS DATE.
 AE0674
 AE0674                          STATION RECOVERY (1987)
 AE0674
 AE0674'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0693 ***********************************************************************
 AE0693  DESIGNATION -  T 689
 AE0693  PID         -  AE0693
 AE0693  STATE/COUNTY-  TX/STARR
 AE0693  USGS QUAD   -  SAGUNADA RANCH (1965)
 AE0693
 AE0693                         *CURRENT SURVEY CONTROL
 AE0693  ___________________________________________________________________
 AE0693* NAD 83(1986)-  26 27 29.     (N)    098 41 54.     (W)     SCALED    
 AE0693* NAVD 88     -       119.840  (meters)     393.18   (feet)  ADJUSTED  
 AE0693  ___________________________________________________________________
 AE0693  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0693  DYNAMIC HT  -         119.642 (meters)     392.53  (feet)  COMP
 AE0693  MODELED GRAV-     978,993.9   (mgal)                       NAVD 88
 AE0693
 AE0693  VERT ORDER  -  SECOND    CLASS 0
 AE0693
 AE0693.The horizontal coordinates were scaled from a topographic map and have
 AE0693.an estimated accuracy of +/- 6 seconds.
 AE0693
 AE0693.The orthometric height was determined by differential leveling
 AE0693.and adjusted by the National Geodetic Survey in June 1991..
 AE0693
 AE0693.The geoid height was determined by GEOID03.
 AE0693
 AE0693.The dynamic height is computed by dividing the NAVD 88
 AE0693.geopotential number by the normal gravity value computed on the
 AE0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0693.degrees latitude (g = 980.6199 gals.).
 AE0693
 AE0693.The modeled gravity was interpolated from observed gravity values.
 AE0693
 AE0693;                    North         East    Units  Estimated Accuracy
 AE0693;SPC TX S     - 5,087,700.      280,220.      MT  (+/- 180 meters Scaled)
 AE0693
 AE0693                          SUPERSEDED SURVEY CONTROL
 AE0693
 AE0693  NGVD 29 (??/??/92)  119.895  (m)          393.36   (f) ADJ UNCH    2 0
 AE0693
 AE0693.Superseded values are not recommended for survey control.
 AE0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0693.See file dsdata.txt to determine how the superseded data were derived.
 AE0693
 AE0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ300264(NAD 83)
 AE0693_MARKER: DB = BENCH MARK DISK
 AE0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0693_STAMPING: T 689 1942
 AE0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0693+STABILITY: SURFACE MOTION
 AE0693
 AE0693  HISTORY     - Date     Condition        Report By
 AE0693  HISTORY     - 1942     MONUMENTED       CGS
 AE0693  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0693
 AE0693                          STATION DESCRIPTION
 AE0693
 AE0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0693'11.0 MI NE FROM RIO GRANDE CITY.
 AE0693'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY-SANTA ELENA ROAD AND
 AE0693'A GRAVEL ROAD LEADING EAST (8.5 MILES NORTH OF THE POST OFFICE AT RIO
 AE0693'GRANDE CITY), PROCEED 2.5 MILES EASTERLY ALONG A GRAVEL ROAD TO AN
 AE0693'OPEN FIELD AND SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE EAST OF A
 AE0693'DOUBLE TURN IN THE ROAD.  IT IS 20.5 FEET NORTH OF AND ABOUT THE SAME
 AE0693'ELEVATION AS THE CENTERLINE OF THE ROAD, 1.0 FOOT SOUTH OF THE NORTH
 AE0693'RIGHT-OF-WAY FENCE.  MONUMENT IS 2.7 FEET EAST OF A 4X4 INCH WHITE
 AE0693'WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND. NOTE-- THIS
 AE0693'BENCH MARK IS 9.3 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY NO. 83
 AE0693'AND A GRAVEL ROAD LEADING NORTH (7.9 MILES EAST OF THE POST OFFICE AT
 AE0693'RIO GRANDE CITY).
 AE0693
 AE0693                          STATION RECOVERY (1965)
 AE0693
 AE0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0136 ***********************************************************************
 EO0136  DESIGNATION -  T 69
 EO0136  PID         -  EO0136
 EO0136  STATE/COUNTY-  TX/BAILEY
 EO0136  USGS QUAD   -  PROGRESS (1963)
 EO0136
 EO0136                         *CURRENT SURVEY CONTROL
 EO0136  ___________________________________________________________________
 EO0136* NAD 83(1986)-  34 18 19.     (N)    102 52 03.     (W)     SCALED    
 EO0136* NAVD 88     -      1207.149  (meters)    3960.45   (feet)  POSTED    
 EO0136  ___________________________________________________________________
 EO0136  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 EO0136  DYNAMIC HT  -        1205.580 (meters)    3955.31  (feet)  COMP
 EO0136  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 EO0136
 EO0136  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EO0136
 EO0136.The horizontal coordinates were scaled from a topographic map and have
 EO0136.an estimated accuracy of +/- 6 seconds.
 EO0136
 EO0136.The orthometric height was determined by differential leveling
 EO0136.and adjusted by the National Geodetic Survey in 1992..
 EO0136.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EO0136.rate of 1.1 thru 2.0 mm/km.
 EO0136
 EO0136.The geoid height was determined by GEOID03.
 EO0136
 EO0136.The dynamic height is computed by dividing the NAVD 88
 EO0136.geopotential number by the normal gravity value computed on the
 EO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0136.degrees latitude (g = 980.6199 gals.).
 EO0136
 EO0136.The modeled gravity was interpolated from observed gravity values.
 EO0136
 EO0136;                    North         East    Units  Estimated Accuracy
 EO0136;SPC TXNC     - 2,300,980.      198,030.      MT  (+/- 180 meters Scaled)
 EO0136
 EO0136                          SUPERSEDED SURVEY CONTROL
 EO0136
 EO0136  NGVD 29 (??/??/92) 1206.559  (m)         3958.52   (f) ADJ UNCH    1 2
 EO0136
 EO0136.Superseded values are not recommended for survey control.
 EO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0136.See file dsdata.txt to determine how the superseded data were derived.
 EO0136
 EO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT962980(NAD 83)
 EO0136_MARKER: DB = BENCH MARK DISK
 EO0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0136_STAMPING: 3958.519 T 69 1930
 EO0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0136+STABILITY: SURFACE MOTION
 EO0136
 EO0136  HISTORY     - Date     Condition        Report By
 EO0136  HISTORY     - 1930     MONUMENTED       CGS
 EO0136  HISTORY     - 1934     GOOD             NGS
 EO0136  HISTORY     - 1963     MARK NOT FOUND   USGS
 EO0136  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0136
 EO0136                          STATION DESCRIPTION
 EO0136
 EO0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0136'2.7 MI SE FROM LARIAT.
 EO0136'IN BAILEY COUNTY, 2.7 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE
 EO0136'RAILWAY FROM THE STATION AT LARIAT, PARMER COUNTY, 1/4 MILE SOUTHEAST
 EO0136'OF MILEPOST 12, 50 FEET SOUTHWEST OF THE TRACK, AND SET IN THE TOP OF
 EO0136'A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND. NOTE-- THIS
 EO0136'MARK IS ABOUT SIX INCHES BELOW SURFACE OF GROUND.
 EO0136
 EO0136                          STATION RECOVERY (1963)
 EO0136
 EO0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EO0136'MARK NOT FOUND.
 EO0136
 EO0136                          STATION RECOVERY (1982)
 EO0136
 EO0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4059 ***********************************************************************
 AW4059  DESIGNATION -  T 692
 AW4059  PID         -  AW4059
 AW4059  STATE/COUNTY-  TX/BRAZORIA
 AW4059  USGS QUAD   -  ANGLETON (1974)
 AW4059
 AW4059                         *CURRENT SURVEY CONTROL
 AW4059  ___________________________________________________________________
 AW4059* NAD 83(1986)-  29 14 28.     (N)    095 27 47.     (W)     SCALED    
 AW4059* NAVD 88     -        12.49   (+/-2cm)      41.0    (feet)  VERTCON   
 AW4059  ___________________________________________________________________
 AW4059  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW4059
 AW4059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4059
 AW4059.The horizontal coordinates were scaled from a topographic map and have
 AW4059.an estimated accuracy of +/- 6 seconds.
 AW4059
 AW4059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4059.The vertical order pertains to the NGVD 29 superseded value.
 AW4059
 AW4059.The geoid height was determined by GEOID03.
 AW4059
 AW4059;                    North         East    Units  Estimated Accuracy
 AW4059;SPC TXSC     - 4,161,220.      943,730.      MT  (+/- 180 meters Scaled)
 AW4059
 AW4059                          SUPERSEDED SURVEY CONTROL
 AW4059
 AW4059  NGVD 29 (??/??/92)   12.49   (m)           41.0    (f) COMPUTED    2 0
 AW4059
 AW4059.Superseded values are not recommended for survey control.
 AW4059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4059.See file dsdata.txt to determine how the superseded data were derived.
 AW4059
 AW4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN606372(NAD 83)
 AW4059_MARKER: DB = BENCH MARK DISK
 AW4059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4059_SP_SET: CULVERT
 AW4059_STAMPING: T 692 1942
 AW4059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4059
 AW4059  HISTORY     - Date     Condition        Report By
 AW4059  HISTORY     - 1942     MONUMENTED       CGS
 AW4059  HISTORY     - 1952     GOOD             NGS
 AW4059  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4059  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4059
 AW4059                          STATION DESCRIPTION
 AW4059
 AW4059'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4059'7.9 MI S FROM ROSHARON.
 AW4059'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 7.9 MILES SOUTH
 AW4059'ALONG THE MISSOURI PACIFIC RAILROAD TO A 6X4 FOOT CONCRETE HIGHWAY
 AW4059'CULVERT AND TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 AW4059'THE SOUTH END OF WEST CONCRETE HEADWALL OF CULVERT.  IT IS 63.0 FEET
 AW4059'EAST OF AND LEVEL WITH THE CENTERLINE OF TRACK, ABOUT 12.6 FEET WEST
 AW4059'OF AND LEVEL WITH THE CENTERLINE OF HIGHWAY NO. 19.  NOTE-- THIS BENCH
 AW4059'MARK IS ALSO 0.6 MILE SOUTH OF THE RAILROAD STATION AT CHENANGO.
 AW4059
 AW4059                          STATION RECOVERY (1952)
 AW4059
 AW4059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AW4059'RECOVERED IN GOOD CONDITION.
 AW4059
 AW4059                          STATION RECOVERY (1997)
 AW4059
 AW4059'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4059'MARK NOT FOUND.
 AW4059
 AW4059                          STATION RECOVERY (2004)
 AW4059
 AW4059'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4059'GO TO N29 14 28 W095 27 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4060 ***********************************************************************
 AW4060  DESIGNATION -  T 692 RESET 1960
 AW4060  PID         -  AW4060
 AW4060  STATE/COUNTY-  TX/BRAZORIA
 AW4060  USGS QUAD   -  ANGLETON (1974)
 AW4060
 AW4060                         *CURRENT SURVEY CONTROL
 AW4060  ___________________________________________________________________
 AW4060* NAD 83(1986)-  29 14 28.     (N)    095 27 47.     (W)     SCALED    
 AW4060* NAVD 88     -        11.50   (+/-2cm)      37.7    (feet)  VERTCON   
 AW4060  ___________________________________________________________________
 AW4060  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW4060
 AW4060  VERT ORDER  -  THIRD (See Below)
 AW4060
 AW4060.The horizontal coordinates were scaled from a topographic map and have
 AW4060.an estimated accuracy of +/- 6 seconds.
 AW4060
 AW4060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4060.The vertical order pertains to the NGVD 29 superseded value.
 AW4060
 AW4060.The geoid height was determined by GEOID03.
 AW4060
 AW4060;                    North         East    Units  Estimated Accuracy
 AW4060;SPC TXSC     - 4,161,220.      943,730.      MT  (+/- 180 meters Scaled)
 AW4060
 AW4060                          SUPERSEDED SURVEY CONTROL
 AW4060
 AW4060  NGVD 29 (??/??/??)   11.51   (m)           37.8    (f) RESET       3  
 AW4060
 AW4060.Superseded values are not recommended for survey control.
 AW4060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4060.See file dsdata.txt to determine how the superseded data were derived.
 AW4060
 AW4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN606372(NAD 83)
 AW4060_MARKER: DB = BENCH MARK DISK
 AW4060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4060_SP_SET: CULVERT
 AW4060_STAMPING: T 692 RESET 1960
 AW4060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4060+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4060
 AW4060  HISTORY     - Date     Condition        Report By
 AW4060  HISTORY     - 1960     MONUMENTED       CGS
 AW4060  HISTORY     - 1988     GOOD             USPSQD
 AW4060  HISTORY     - 19970628 GOOD             USPSQD
 AW4060  HISTORY     - 20040312 GOOD             USPSQD
 AW4060
 AW4060                          STATION DESCRIPTION
 AW4060
 AW4060'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AW4060'7.9 MI S FROM ROSHARON.
 AW4060'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 7.9 MILES SOUTH
 AW4060'ALONG THE MISSOURI PACIFIC RAILROAD TO A TRIPLE THIRTY-INCH PIPE
 AW4060'CULVERT UNDER THE FARM TO MARKET HIGHWAY NO. 521 AND SITE OF BENCH
 AW4060'MARK.  THE BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF THE WEST
 AW4060'HEADWALL OF CULVERT.  IT IS 58 FEET EAST OF AND ABOUT THREE FEET BELOW
 AW4060'THE CENTERLINE OF THE TRACK, ABOUT 32 FEET WEST OF AND 3 FEET BELOW
 AW4060'THE CENTERLINE OF FARM TO MARKET HIGHWAY NO. 521.
 AW4060
 AW4060                          STATION RECOVERY (1988)
 AW4060
 AW4060'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4060'RECOVERED IN GOOD CONDITION.
 AW4060
 AW4060                          STATION RECOVERY (1997)
 AW4060
 AW4060'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4060'RECOVERED IN GOOD CONDITION.
 AW4060
 AW4060                          STATION RECOVERY (2004)
 AW4060
 AW4060'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4060'GO TO N29 14 27.8 W095 27 48.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3949 ***********************************************************************
 AW3949  DESIGNATION -  T 693
 AW3949  PID         -  AW3949
 AW3949  STATE/COUNTY-  TX/BRAZORIA
 AW3949  USGS QUAD   -  LIVERPOOL (1963)
 AW3949
 AW3949                         *CURRENT SURVEY CONTROL
 AW3949  ___________________________________________________________________
 AW3949* NAD 83(1986)-  29 20 37.     (N)    095 18 24.     (W)     SCALED    
 AW3949* NAVD 88     -         8.95   (+/-2cm)      29.4    (feet)  VERTCON   
 AW3949  ___________________________________________________________________
 AW3949  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW3949
 AW3949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3949
 AW3949.The horizontal coordinates were scaled from a topographic map and have
 AW3949.an estimated accuracy of +/- 6 seconds.
 AW3949
 AW3949.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3949.The vertical order pertains to the NGVD 29 superseded value.
 AW3949
 AW3949.The geoid height was determined by GEOID03.
 AW3949
 AW3949;                    North         East    Units  Estimated Accuracy
 AW3949;SPC TXSC     - 4,173,040.      958,570.      MT  (+/- 180 meters Scaled)
 AW3949
 AW3949                          SUPERSEDED SURVEY CONTROL
 AW3949
 AW3949  NGVD 29 (??/??/92)    8.944  (m)           29.34   (f) ADJ UNCH    2 0
 AW3949
 AW3949.Superseded values are not recommended for survey control.
 AW3949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3949.See file dsdata.txt to determine how the superseded data were derived.
 AW3949
 AW3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN760482(NAD 83)
 AW3949_MARKER: DB = BENCH MARK DISK
 AW3949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3949_STAMPING: T 693 1942
 AW3949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3949+STABILITY: SURFACE MOTION
 AW3949
 AW3949  HISTORY     - Date     Condition        Report By
 AW3949  HISTORY     - 1942     MONUMENTED       CGS
 AW3949
 AW3949                          STATION DESCRIPTION
 AW3949
 AW3949'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3949'3.8 MI NW FROM LIVERPOOL.
 AW3949'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AW3949'AT LIVERPOOL, PROCEED 3.8 MILES NORTHWEST ALONG DIRT ROAD TO THE END
 AW3949'OF ROAD AND CROSS ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 36.0
 AW3949'FEET NORTHWEST OF THE CENTERLINE OF INTERSECTION OF CROSS ROAD, ABOUT
 AW3949'21.0 FEET NORTH OF AND SAME ELEVATION AS THE CENTERLINE OF EAST AND
 AW3949'WEST ROAD, 3.0 FEET EAST OF A FENCE CORNER AND 1.0 FOOT NORTH OF THE
 AW3949'RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET WEST OF A 4X4 INCH WHITE
 AW3949'WOODEN MARKER POST AND PROJECTS 0.4 FOOT, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1246 ***********************************************************************
 AN1246  DESIGNATION -  T 694
 AN1246  PID         -  AN1246
 AN1246  STATE/COUNTY-  TX/REFUGIO
 AN1246  USGS QUAD   -  QUINTANA (1979)
 AN1246
 AN1246                         *CURRENT SURVEY CONTROL
 AN1246  ___________________________________________________________________
 AN1246* NAD 83(1986)-  28 20 59.     (N)    097 13 52.     (W)     SCALED    
 AN1246* NAVD 88     -        16.35   (+/-2cm)      53.6    (feet)  VERTCON   
 AN1246  ___________________________________________________________________
 AN1246  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1246
 AN1246  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1246
 AN1246.The horizontal coordinates were scaled from a topographic map and have
 AN1246.an estimated accuracy of +/- 6 seconds.
 AN1246
 AN1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1246.The vertical order pertains to the NGVD 29 superseded value.
 AN1246
 AN1246.The geoid height was determined by GEOID03.
 AN1246
 AN1246;                    North         East    Units  Estimated Accuracy
 AN1246;SPC TXSC     - 4,058,540.      773,420.      MT  (+/- 180 meters Scaled)
 AN1246
 AN1246                          SUPERSEDED SURVEY CONTROL
 AN1246
 AN1246  NGVD 29 (??/??/92)   16.50   (m)           54.1    (f) COMPUTED    1 2
 AN1246
 AN1246.Superseded values are not recommended for survey control.
 AN1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1246.See file dsdata.txt to determine how the superseded data were derived.
 AN1246
 AN1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS733372(NAD 83)
 AN1246_MARKER: DB = BENCH MARK DISK
 AN1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1246_STAMPING: T 694 1942
 AN1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1246+STABILITY: SURFACE MOTION
 AN1246
 AN1246  HISTORY     - Date     Condition        Report By
 AN1246  HISTORY     - 1942     MONUMENTED       CGS
 AN1246  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1246  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1246  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1246  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1246
 AN1246                          STATION DESCRIPTION
 AN1246
 AN1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1246'4.1 MI NE FROM REFUGIO.
 AN1246'TO REACH FROM THE RAILROAD STATION AT REFUGIO, PROCEED 4.1 MILES
 AN1246'NORTHEAST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN1246'POST NO.190 AND SITE OF BENCH MARK.  BENCH MARK IS 2 POLES NORTHEAST
 AN1246'OF THE MILE POST.  IT IS 54.0 FEET NORTHWEST OF AND 2.0 FEET BELOW THE
 AN1246'CENTERLINE OF U.S.HIGHWAY NO.77, ABOUT 42.8 FEET SOUTHEAST OF AND 3.0
 AN1246'FEET BELOW THE CENTERLINE OF TRACK.  MONUMENT IS 3.0 FEET SOUTHWEST OF
 AN1246'A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT. STAMPED T
 AN1246'694 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AN1246
 AN1246                          STATION RECOVERY (1973)
 AN1246
 AN1246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1246'MARK NOT FOUND.
 AN1246
 AN1246                          STATION RECOVERY (1978)
 AN1246
 AN1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1246'NOT RECOVERED ON THIS DATE.
 AN1246
 AN1246                          STATION RECOVERY (1994)
 AN1246
 AN1246'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1246'MARK NOT FOUND.
 AN1246
 AN1246                          STATION RECOVERY (1999)
 AN1246
 AN1246'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0494 ***********************************************************************
 AN0494  DESIGNATION -  T 695
 AN0494  PID         -  AN0494
 AN0494  STATE/COUNTY-  TX/VICTORIA
 AN0494  USGS QUAD   -  PLACEDO (1995)
 AN0494
 AN0494                         *CURRENT SURVEY CONTROL
 AN0494  ___________________________________________________________________
 AN0494* NAD 83(1986)-  28 43 44.     (N)    096 45 52.     (W)     SCALED    
 AN0494* NAVD 88     -        13.342  (meters)      43.77   (feet)  ADJUSTED  
 AN0494  ___________________________________________________________________
 AN0494  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0494  DYNAMIC HT  -          13.323 (meters)      43.71  (feet)  COMP
 AN0494  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 AN0494
 AN0494  VERT ORDER  -  FIRST     CLASS I
 AN0494
 AN0494.The horizontal coordinates were scaled from a topographic map and have
 AN0494.an estimated accuracy of +/- 6 seconds.
 AN0494
 AN0494.The orthometric height was determined by differential leveling
 AN0494.and adjusted by the National Geodetic Survey in June 1991..
 AN0494
 AN0494.The geoid height was determined by GEOID03.
 AN0494
 AN0494.The dynamic height is computed by dividing the NAVD 88
 AN0494.geopotential number by the normal gravity value computed on the
 AN0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0494.degrees latitude (g = 980.6199 gals.).
 AN0494
 AN0494.The modeled gravity was interpolated from observed gravity values.
 AN0494
 AN0494;                    North         East    Units  Estimated Accuracy
 AN0494;SPC TXSC     - 4,101,340.      818,370.      MT  (+/- 180 meters Scaled)
 AN0494
 AN0494                          SUPERSEDED SURVEY CONTROL
 AN0494
 AN0494  NGVD 29 (??/??/92)   13.463  (m)           44.17   (f) ADJ UNCH    1 1
 AN0494
 AN0494.Superseded values are not recommended for survey control.
 AN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0494.See file dsdata.txt to determine how the superseded data were derived.
 AN0494
 AN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS183799(NAD 83)
 AN0494_MARKER: DB = BENCH MARK DISK
 AN0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0494_STAMPING: T 695 1943
 AN0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0494+STABILITY: SURFACE MOTION
 AN0494
 AN0494  HISTORY     - Date     Condition        Report By
 AN0494  HISTORY     - 1943     MONUMENTED       CGS
 AN0494  HISTORY     - 1971     GOOD             NGS
 AN0494  HISTORY     - 1973     GOOD             NGS
 AN0494  HISTORY     - 1978     GOOD             NGS
 AN0494
 AN0494                          STATION DESCRIPTION
 AN0494
 AN0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AN0494'4.8 MI NE FROM PLACEDO.
 AN0494'ABOUT 4.8 MILES NORTHEAST ALONG FARM-TO-MARKET ROAD 616 FROM THE
 AN0494'INTERSECTION OF U.S. HIGHWAY 87 AT PLACEDO, 2 1/2 POLES SOUTHWEST OF
 AN0494'MISSOURI AND PACIFIC RAILROAD MILEPOST 229, 166 FEET NORTHWEST AND
 AN0494'ACROSS THE TRACK FROM THE CENTER LINE OF THE ROAD, 133 FEET SOUTH OF
 AN0494'POWER POLE NUMBER 49, 29 1/2 FEET SOUTHEAST OF A PALM TREE, 17 1/2
 AN0494'FEET NORTHEAST OF THE CENTER OF A METAL CATTLE GUARD ACROSS A GRAVELED
 AN0494'ROAD, 1 FOOT NORTHWEST OF A FENCE, 1.2 FEET NORTHWEST OF A METAL
 AN0494'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN
 AN0494'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.  NOTE-- ALSO, 48
 AN0494'1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK.
 AN0494
 AN0494                          STATION RECOVERY (1973)
 AN0494
 AN0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0494'RECOVERED IN GOOD CONDITION.
 AN0494
 AN0494                          STATION RECOVERY (1978)
 AN0494
 AN0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0547 ***********************************************************************
 AN0547  DESIGNATION -  T 696
 AN0547  PID         -  AN0547
 AN0547  STATE/COUNTY-  TX/JACKSON
 AN0547  USGS QUAD   -  MANSON (1995)
 AN0547
 AN0547                         *CURRENT SURVEY CONTROL
 AN0547  ___________________________________________________________________
 AN0547* NAD 83(1986)-  28 53 08.     (N)    096 32 13.     (W)     SCALED    
 AN0547* NAVD 88     -        13.88   (+/-2cm)      45.5    (feet)  VERTCON   
 AN0547  ___________________________________________________________________
 AN0547  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0547
 AN0547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0547
 AN0547.The horizontal coordinates were scaled from a topographic map and have
 AN0547.an estimated accuracy of +/- 6 seconds.
 AN0547
 AN0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0547.The vertical order pertains to the NGVD 29 superseded value.
 AN0547
 AN0547.The geoid height was determined by GEOID03.
 AN0547
 AN0547;                    North         East    Units  Estimated Accuracy
 AN0547;SPC TXSC     - 4,119,150.      840,220.      MT  (+/- 180 meters Scaled)
 AN0547
 AN0547                          SUPERSEDED SURVEY CONTROL
 AN0547
 AN0547  NGVD 29 (??/??/92)   13.919  (m)           45.67   (f) ADJ UNCH    2 0
 AN0547
 AN0547.Superseded values are not recommended for survey control.
 AN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0547.See file dsdata.txt to determine how the superseded data were derived.
 AN0547
 AN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS402978(NAD 83)
 AN0547_MARKER: DB = BENCH MARK DISK
 AN0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0547_STAMPING: T 696 1943
 AN0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0547+STABILITY: SURFACE MOTION
 AN0547
 AN0547  HISTORY     - Date     Condition        Report By
 AN0547  HISTORY     - 1943     MONUMENTED       CGS
 AN0547
 AN0547                          STATION DESCRIPTION
 AN0547
 AN0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0547'3.1 MI N FROM LOLITA.
 AN0547'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AN0547'AT LOLITA, PROCEED 3.1 MILES NORTH ALONG AN IMPROVED ROAD TO THE RED
 AN0547'BLUFF SCHOOL AND SITE OF BENCH MARK.  BENCH MARK IS 177.0 FEET
 AN0547'SOUTHEAST OF THE SOUTHEAST CORNER OF SCHOOL BUILDING. IT IS 31.0 FEET
 AN0547'WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD, ABOUT 3.5
 AN0547'FEET WEST OF THE SOUTHEAST FENCE CORNER OF SCHOOL LAWN AND 1.0 FOOT
 AN0547'NORTH OF THE FENCE RUNNING WEST. MONUMENT IS 3.0 FEET EAST OF A 4X4
 AN0547'INCH WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0614 ***********************************************************************
 AN0614  DESIGNATION -  T 697
 AN0614  PID         -  AN0614
 AN0614  STATE/COUNTY-  TX/VICTORIA
 AN0614  USGS QUAD   -  MARCADO CREEK (1995)
 AN0614
 AN0614                         *CURRENT SURVEY CONTROL
 AN0614  ___________________________________________________________________
 AN0614* NAD 83(1986)-  28 47 34.     (N)    096 47 50.     (W)     SCALED    
 AN0614* NAVD 88     -        17.06   (+/-2cm)      56.0    (feet)  VERTCON   
 AN0614  ___________________________________________________________________
 AN0614  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0614
 AN0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0614
 AN0614.The horizontal coordinates were scaled from a topographic map and have
 AN0614.an estimated accuracy of +/- 6 seconds.
 AN0614
 AN0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0614.The vertical order pertains to the NGVD 29 superseded value.
 AN0614
 AN0614.The geoid height was determined by GEOID03.
 AN0614
 AN0614;                    North         East    Units  Estimated Accuracy
 AN0614;SPC TXSC     - 4,108,360.      815,030.      MT  (+/- 180 meters Scaled)
 AN0614
 AN0614                          SUPERSEDED SURVEY CONTROL
 AN0614
 AN0614  NGVD 29 (??/??/92)   17.166  (m)           56.32   (f) ADJ UNCH    2 0
 AN0614
 AN0614.Superseded values are not recommended for survey control.
 AN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0614.See file dsdata.txt to determine how the superseded data were derived.
 AN0614
 AN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS150870(NAD 83)
 AN0614_MARKER: DB = BENCH MARK DISK
 AN0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0614_STAMPING: T 697 1943
 AN0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0614+STABILITY: SURFACE MOTION
 AN0614
 AN0614  HISTORY     - Date     Condition        Report By
 AN0614  HISTORY     - 1943     MONUMENTED       CGS
 AN0614
 AN0614                          STATION DESCRIPTION
 AN0614
 AN0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0614'6.4 MI SE FROM INEZ.
 AN0614'6.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AN0614'INEZ, VICTORIA COUNTY, THENCE 5.0 MILES WEST ALONG THE GUADALUPE ROAD.
 AN0614'0.1 MILE SOUTHWEST OF A JOG IN THE ROAD, 19.6 FEET NORTHWEST OF THE
 AN0614'CENTERLINE OF THE ROAD, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 3
 AN0614'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AN0614'ROAD.  A STANDARD DISK, STAMPED T 697 1943 AND SET IN THE TOP OF A
 AN0614'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0001 ***********************************************************************
 AX0001  DESIGNATION -  T 7
 AX0001  PID         -  AX0001
 AX0001  STATE/COUNTY-  TX/WALLER
 AX0001  USGS QUAD   -  SAN FELIPE (1980)
 AX0001
 AX0001                         *CURRENT SURVEY CONTROL
 AX0001  ___________________________________________________________________
 AX0001* NAD 83(1986)-  29 46 49.     (N)    096 00 10.     (W)     SCALED    
 AX0001* NAVD 88     -        36.429  (meters)     119.52   (feet)  ADJUSTED  
 AX0001  ___________________________________________________________________
 AX0001  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AX0001  DYNAMIC HT  -          36.379 (meters)     119.35  (feet)  COMP
 AX0001  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 AX0001
 AX0001  VERT ORDER  -  FIRST     CLASS I
 AX0001
 AX0001.The horizontal coordinates were scaled from a topographic map and have
 AX0001.an estimated accuracy of +/- 6 seconds.
 AX0001
 AX0001.The orthometric height was determined by differential leveling
 AX0001.and adjusted by the National Geodetic Survey in June 1991..
 AX0001
 AX0001.The geoid height was determined by GEOID03.
 AX0001
 AX0001.The dynamic height is computed by dividing the NAVD 88
 AX0001.geopotential number by the normal gravity value computed on the
 AX0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0001.degrees latitude (g = 980.6199 gals.).
 AX0001
 AX0001.The modeled gravity was interpolated from observed gravity values.
 AX0001
 AX0001;                    North         East    Units  Estimated Accuracy
 AX0001;SPC TXSC     - 4,219,490.      889,760.      MT  (+/- 180 meters Scaled)
 AX0001
 AX0001                          SUPERSEDED SURVEY CONTROL
 AX0001
 AX0001  NGVD 29 (12/23/87)   36.412  (m)          119.46   (f) ADJUSTED    1 1
 AX0001
 AX0001.Superseded values are not recommended for survey control.
 AX0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0001.See file dsdata.txt to determine how the superseded data were derived.
 AX0001
 AX0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT897982(NAD 83)
 AX0001_MARKER: P = PIPE CAP
 AX0001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX0001_SP_SET: SHALLOW-SET PIPE
 AX0001_STAMPING: T 7 120
 AX0001_MARK LOGO: CGS   
 AX0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0001
 AX0001  HISTORY     - Date     Condition        Report By
 AX0001  HISTORY     - UNK      MONUMENTED       CGS
 AX0001  HISTORY     - 1973     GOOD             NGS
 AX0001  HISTORY     - 1976     MARK NOT FOUND   NGS
 AX0001  HISTORY     - 1978     GOOD             NGS
 AX0001  HISTORY     - 1986     GOOD             NGS
 AX0001  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 AX0001  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AX0001
 AX0001                          STATION DESCRIPTION
 AX0001
 AX0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0001'2.95 MI W FROM BROOKSHIRE.
 AX0001'ABOUT 2.95 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0001'THE STATION AT BROOKSHIRE, ABOUT 0.15 MILE WEST OF MILE POST 1045, 0.1
 AX0001'MILE EAST OF T-ROAD SOUTH OF AN OVERPASS, 45 1/2 FEET NORTH OF THE
 AX0001'NORTH RAIL, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT 5 1/2 FEET
 AX0001'BELOW THE LEVEL OF THE TRACKS, AND IS A CAP IN THE TOP OF AN IRON PIPE
 AX0001'PROJECTING 0.8 FOOT.
 AX0001
 AX0001                          STATION RECOVERY (1976)
 AX0001
 AX0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0001'NOT RECOVERED, A THOROUGH SEARCH WAS MADE.  THE DESCRIPTION WAS TOO
 AX0001'VAGUE, NOTHING TO MEASURE FROM.
 AX0001
 AX0001                          STATION RECOVERY (1978)
 AX0001
 AX0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0001'ADD=17.5 RAILS EAST OF WOODEN RAILROAD BRIDGE AND THE EXTENDED
 AX0001'CENTERLINE OF PEACH RIDGE ROAD UNDERPASS, 30 FEET NORTH OF THE SECOND
 AX0001'WITNESS POST WHICH IS SET CLOSE TO RAILROAD SO IT CAN BE SEEN.
 AX0001
 AX0001                          STATION RECOVERY (1986)
 AX0001
 AX0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0001'RECOVERED IN GOOD CONDITION. THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0001'ADD--5.0 KM (3.1 MI) WEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF FM
 AX0001'ROAD 359 SOUTH IN BROOKSHIRE.
 AX0001
 AX0001                          STATION RECOVERY (1999)
 AX0001
 AX0001'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0001'MARK NOT FOUND.
 AX0001
 AX0001                          STATION RECOVERY (2004)
 AX0001
 AX0001'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0010 ***********************************************************************
 DQ0010  DESIGNATION -  T 70
 DQ0010  PID         -  DQ0010
 DQ0010  STATE/COUNTY-  TX/HOCKLEY
 DQ0010  USGS QUAD   -  ANTON (1985)
 DQ0010
 DQ0010                         *CURRENT SURVEY CONTROL
 DQ0010  ___________________________________________________________________
 DQ0010* NAD 83(1986)-  33 48 42.     (N)    102 10 19.     (W)     SCALED    
 DQ0010* NAVD 88     -      1031.704  (meters)    3384.85   (feet)  POSTED    
 DQ0010  ___________________________________________________________________
 DQ0010  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 DQ0010  DYNAMIC HT  -        1030.370 (meters)    3380.47  (feet)  COMP
 DQ0010  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 DQ0010
 DQ0010  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DQ0010
 DQ0010.The horizontal coordinates were scaled from a topographic map and have
 DQ0010.an estimated accuracy of +/- 6 seconds.
 DQ0010
 DQ0010.The orthometric height was determined by differential leveling
 DQ0010.and adjusted by the National Geodetic Survey in 1992..
 DQ0010.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DQ0010.rate of 0.0 thru 1.0 mm/km.
 DQ0010
 DQ0010.The geoid height was determined by GEOID03.
 DQ0010
 DQ0010.The dynamic height is computed by dividing the NAVD 88
 DQ0010.geopotential number by the normal gravity value computed on the
 DQ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0010.degrees latitude (g = 980.6199 gals.).
 DQ0010
 DQ0010.The modeled gravity was interpolated from observed gravity values.
 DQ0010
 DQ0010;                    North         East    Units  Estimated Accuracy
 DQ0010;SPC TXNC     - 2,243,810.      260,100.      MT  (+/- 180 meters Scaled)
 DQ0010
 DQ0010                          SUPERSEDED SURVEY CONTROL
 DQ0010
 DQ0010  NGVD 29 (??/??/92) 1031.272  (m)         3383.43   (f) ADJ UNCH    1 2
 DQ0010
 DQ0010.Superseded values are not recommended for survey control.
 DQ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0010.See file dsdata.txt to determine how the superseded data were derived.
 DQ0010
 DQ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT617448(NAD 83)
 DQ0010_MARKER: DB = BENCH MARK DISK
 DQ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0010_STAMPING: 3383.432 T 70 1930
 DQ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0010+STABILITY: SURFACE MOTION
 DQ0010
 DQ0010  HISTORY     - Date     Condition        Report By
 DQ0010  HISTORY     - 1930     MONUMENTED       CGS
 DQ0010  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0010  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0010  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 DQ0010
 DQ0010                          STATION DESCRIPTION
 DQ0010
 DQ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0010'0.5 MI N FROM ANTON.
 DQ0010'0.5 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM ANTON,
 DQ0010'HOCKLEY COUNTY, NEAR MILEPOST 65, 100 FEET WEST OF THE TRACK, 1 FOOT
 DQ0010'WEST OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST
 DQ0010'PROJECTING ABOUT 1 INCH ABOVE GROUND.
 DQ0010
 DQ0010                          STATION RECOVERY (1982)
 DQ0010
 DQ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0010'MARK NOT FOUND.
 DQ0010
 DQ0010                          STATION RECOVERY (1994)
 DQ0010
 DQ0010'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0183 ***********************************************************************
 BO0183  DESIGNATION -  T 701
 BO0183  PID         -  BO0183
 BO0183  STATE/COUNTY-  TX/CROCKETT
 BO0183  USGS QUAD   -  HUNT RANCH (1967)
 BO0183
 BO0183                         *CURRENT SURVEY CONTROL
 BO0183  ___________________________________________________________________
 BO0183* NAD 83(1986)-  30 33 01.     (N)    101 19 43.     (W)     SCALED    
 BO0183* NAVD 88     -       697.530  (meters)    2288.48   (feet)  ADJUSTED  
 BO0183  ___________________________________________________________________
 BO0183  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 BO0183  DYNAMIC HT  -         696.494 (meters)    2285.08  (feet)  COMP
 BO0183  MODELED GRAV-     979,134.1   (mgal)                       NAVD 88
 BO0183
 BO0183  VERT ORDER  -  FIRST     CLASS II
 BO0183
 BO0183.The horizontal coordinates were scaled from a topographic map and have
 BO0183.an estimated accuracy of +/- 6 seconds.
 BO0183
 BO0183.The orthometric height was determined by differential leveling
 BO0183.and adjusted by the National Geodetic Survey in June 1991..
 BO0183
 BO0183.The geoid height was determined by GEOID03.
 BO0183
 BO0183.The dynamic height is computed by dividing the NAVD 88
 BO0183.geopotential number by the normal gravity value computed on the
 BO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0183.degrees latitude (g = 980.6199 gals.).
 BO0183
 BO0183.The modeled gravity was interpolated from observed gravity values.
 BO0183
 BO0183;                    North         East    Units  Estimated Accuracy
 BO0183;SPC TX C     - 3,098,380.      604,510.      MT  (+/- 180 meters Scaled)
 BO0183
 BO0183                          SUPERSEDED SURVEY CONTROL
 BO0183
 BO0183  NGVD 29 (??/??/92)  697.322  (m)         2287.80   (f) ADJ UNCH    1 2
 BO0183
 BO0183.Superseded values are not recommended for survey control.
 BO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0183.See file dsdata.txt to determine how the superseded data were derived.
 BO0183
 BO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU766820(NAD 83)
 BO0183_MARKER: DB = BENCH MARK DISK
 BO0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0183_STAMPING: T 701 1942
 BO0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0183+STABILITY: SURFACE MOTION
 BO0183
 BO0183  HISTORY     - Date     Condition        Report By
 BO0183  HISTORY     - 1942     MONUMENTED       CGS
 BO0183
 BO0183                          STATION DESCRIPTION
 BO0183
 BO0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0183'16.8 MI S FROM OZONA.
 BO0183'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0183'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0183'ABOUT 12.2 MILES SOUTH ALONG A DIRT ROAD, 44.0 FEET NORTHWEST OF THE
 BO0183'CENTER LINE OF THE DIRT ROAD, 174.0 FEET NORTHEAST OF THE NORTHEAST
 BO0183'END OF A BUMPER GATE, 22.0 FEET SOUTHWEST OF A WIRE GATE, 82.0 FEET
 BO0183'NORTH AND ACROSS THE ROAD FROM THE NORTH END OF A WIRE FENCE WHICH
 BO0183'RUNS SOUTH FROM THE ROAD, 1.3 FEET SOUTHEAST OF A WIRE FENCE WHICH
 BO0183'RUNS PARALLEL WITH THE ROAD, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0283 ***********************************************************************
 BO0283  DESIGNATION -  T 702
 BO0283  PID         -  BO0283
 BO0283  STATE/COUNTY-  TX/CROCKETT
 BO0283  USGS QUAD   -  ANTONE CANYON (1970)
 BO0283
 BO0283                         *CURRENT SURVEY CONTROL
 BO0283  ___________________________________________________________________
 BO0283* NAD 83(1986)-  30 18 06.     (N)    101 32 31.     (W)     SCALED    
 BO0283* NAVD 88     -       550.498  (meters)    1806.09   (feet)  ADJUSTED  
 BO0283  ___________________________________________________________________
 BO0283  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 BO0283  DYNAMIC HT  -         549.682 (meters)    1803.41  (feet)  COMP
 BO0283  MODELED GRAV-     979,142.3   (mgal)                       NAVD 88
 BO0283
 BO0283  VERT ORDER  -  FIRST     CLASS II
 BO0283
 BO0283.The horizontal coordinates were scaled from a topographic map and have
 BO0283.an estimated accuracy of +/- 6 seconds.
 BO0283
 BO0283.The orthometric height was determined by differential leveling
 BO0283.and adjusted by the National Geodetic Survey in June 1991..
 BO0283
 BO0283.The geoid height was determined by GEOID03.
 BO0283
 BO0283.The dynamic height is computed by dividing the NAVD 88
 BO0283.geopotential number by the normal gravity value computed on the
 BO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0283.degrees latitude (g = 980.6199 gals.).
 BO0283
 BO0283.The modeled gravity was interpolated from observed gravity values.
 BO0283
 BO0283;                    North         East    Units  Estimated Accuracy
 BO0283;SPC TX C     - 3,071,030.      583,750.      MT  (+/- 180 meters Scaled)
 BO0283
 BO0283                          SUPERSEDED SURVEY CONTROL
 BO0283
 BO0283  NGVD 29 (??/??/92)  550.343  (m)         1805.58   (f) ADJ UNCH    1 2
 BO0283
 BO0283.Superseded values are not recommended for survey control.
 BO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0283.See file dsdata.txt to determine how the superseded data were derived.
 BO0283
 BO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU555549(NAD 83)
 BO0283_MARKER: DB = BENCH MARK DISK
 BO0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0283_STAMPING: T 702 1942
 BO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0283+STABILITY: SURFACE MOTION
 BO0283
 BO0283  HISTORY     - Date     Condition        Report By
 BO0283  HISTORY     - 1942     MONUMENTED       CGS
 BO0283  HISTORY     - 1970     GOOD             USGS
 BO0283
 BO0283                          STATION DESCRIPTION
 BO0283
 BO0283'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BO0283'8.4 MI N FROM PANDALE.
 BO0283'IN CROCKETT COUNTY, ABOUT 8.4 MILES NORTH OF THE ABANDONED PANDALE
 BO0283'SCHOOL, VAL VERDE COUNTY, 1.1 MILES NORTH OF THE COUNTY LINE, THEN 0.2
 BO0283'MILES SOUTHEAST ALONG A PASTURE ROAD TO THE ABANDONED COUNTY ROAD THEN
 BO0283'0.2 MIILES EAST TO THE EAST SIDE OF HOWARD DRAW.  APPROX. 200 FEET
 BO0283'EAST OF HOWARD DRAW AND 40 FEET SOUTH OF THE ABANDONED COUNTY ROAD.
 BO0283'STANDARD DISK, STAMPED T 702 1942 AND SET IN THE TOP OF A CONCRETE
 BO0283'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0306 ***********************************************************************
 BO0306  DESIGNATION -  T 703
 BO0306  PID         -  BO0306
 BO0306  STATE/COUNTY-  TX/VAL VERDE
 BO0306  USGS QUAD   -  LITTLE FIELDER DRAW (1970)
 BO0306
 BO0306                         *CURRENT SURVEY CONTROL
 BO0306  ___________________________________________________________________
 BO0306* NAD 83(1986)-  30 00 23.     (N)    101 34 45.     (W)     SCALED    
 BO0306* NAVD 88     -       572.813  (meters)    1879.30   (feet)  ADJUSTED  
 BO0306  ___________________________________________________________________
 BO0306  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 BO0306  DYNAMIC HT  -         571.965 (meters)    1876.52  (feet)  COMP
 BO0306  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 BO0306
 BO0306  VERT ORDER  -  FIRST     CLASS II
 BO0306
 BO0306.The horizontal coordinates were scaled from a topographic map and have
 BO0306.an estimated accuracy of +/- 6 seconds.
 BO0306
 BO0306.The orthometric height was determined by differential leveling
 BO0306.and adjusted by the National Geodetic Survey in June 1991..
 BO0306
 BO0306.The geoid height was determined by GEOID03.
 BO0306
 BO0306.The dynamic height is computed by dividing the NAVD 88
 BO0306.geopotential number by the normal gravity value computed on the
 BO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0306.degrees latitude (g = 980.6199 gals.).
 BO0306
 BO0306.The modeled gravity was interpolated from observed gravity values.
 BO0306
 BO0306;                    North         East    Units  Estimated Accuracy
 BO0306;SPC TXSC     - 4,243,580.      351,200.      MT  (+/- 180 meters Scaled)
 BO0306
 BO0306                          SUPERSEDED SURVEY CONTROL
 BO0306
 BO0306  NGVD 29 (??/??/92)  572.674  (m)         1878.85   (f) ADJ UNCH    1 2
 BO0306
 BO0306.Superseded values are not recommended for survey control.
 BO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0306.See file dsdata.txt to determine how the superseded data were derived.
 BO0306
 BO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU512222(NAD 83)
 BO0306_MARKER: DB = BENCH MARK DISK
 BO0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0306_STAMPING: T 703 1942
 BO0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0306+STABILITY: SURFACE MOTION
 BO0306
 BO0306  HISTORY     - Date     Condition        Report By
 BO0306  HISTORY     - 1942     MONUMENTED       CGS
 BO0306  HISTORY     - 19991229 GOOD             USPSQD
 BO0306
 BO0306                          STATION DESCRIPTION
 BO0306
 BO0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0306'15.75 MI S FROM PANDALE.
 BO0306'THIS MARK IS ABOUT 15.75 MILES SOUTH ALONG A DIRT ROAD FROM THE
 BO0306'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 53.0 FEET EAST OF THE CENTER
 BO0306'LINE OF THE DIRT ROAD, 1.5 FEET WEST OF A WIRE FENCE WHICH RUNS
 BO0306'PARALLEL WITH THE ROAD, ABOUT 0.3 MILE SOUTH OF THE JESS M. COX RANCH
 BO0306'HOUSE, ABOUT 2.5 FEET LOWER THAN THE ROAD.
 BO0306
 BO0306                          STATION RECOVERY (1999)
 BO0306
 BO0306'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0492 ***********************************************************************
 CD0492  DESIGNATION -  T 704
 CD0492  PID         -  CD0492
 CD0492  STATE/COUNTY-  TX/HUDSPETH
 CD0492  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0492
 CD0492                         *CURRENT SURVEY CONTROL
 CD0492  ___________________________________________________________________
 CD0492* NAD 83(1986)-  31 14 41.     (N)    105 20 00.     (W)     SCALED    
 CD0492* NAVD 88     -      1390.210  (meters)    4561.05   (feet)  ADJUSTED  
 CD0492  ___________________________________________________________________
 CD0492  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CD0492  DYNAMIC HT  -        1387.994 (meters)    4553.78  (feet)  COMP
 CD0492  MODELED GRAV-     978,997.3   (mgal)                       NAVD 88
 CD0492
 CD0492  VERT ORDER  -  FIRST     CLASS II
 CD0492
 CD0492.The horizontal coordinates were scaled from a topographic map and have
 CD0492.an estimated accuracy of +/- 6 seconds.
 CD0492
 CD0492.The orthometric height was determined by differential leveling
 CD0492.and adjusted by the National Geodetic Survey in June 1991..
 CD0492
 CD0492.The geoid height was determined by GEOID03.
 CD0492
 CD0492.The dynamic height is computed by dividing the NAVD 88
 CD0492.geopotential number by the normal gravity value computed on the
 CD0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0492.degrees latitude (g = 980.6199 gals.).
 CD0492
 CD0492.The modeled gravity was interpolated from observed gravity values.
 CD0492
 CD0492;                    North         East    Units  Estimated Accuracy
 CD0492;SPC TX C     - 3,185,640.      223,920.      MT  (+/- 180 meters Scaled)
 CD0492
 CD0492                          SUPERSEDED SURVEY CONTROL
 CD0492
 CD0492  NGVD 29 (??/??/92) 1389.607  (m)         4559.07   (f) ADJ UNCH    1 2
 CD0492
 CD0492.Superseded values are not recommended for survey control.
 CD0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0492.See file dsdata.txt to determine how the superseded data were derived.
 CD0492
 CD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ682567(NAD 83)
 CD0492_MARKER: DB = BENCH MARK DISK
 CD0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0492_STAMPING: T 704 1942
 CD0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0492+STABILITY: SURFACE MOTION
 CD0492
 CD0492  HISTORY     - Date     Condition        Report By
 CD0492  HISTORY     - 1942     MONUMENTED       CGS
 CD0492  HISTORY     - 1958     GOOD             NGS
 CD0492
 CD0492                          STATION DESCRIPTION
 CD0492
 CD0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0492'5.9 MI N FROM SIERRA BLANCA.
 CD0492'ABOUT 5.9 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0492'RAILROAD STATION AT SIERRA BLANCA, 49 FEET EAST OF THE CENTER LINE OF
 CD0492'THE ROAD, 149 FEET SOUTH OF THE CENTER LINE OF A DRAINAGE DITCH, 54
 CD0492'1/2 FEET SOUTH OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE, 2 FEET
 CD0492'NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 CD0492'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0445 ***********************************************************************
 CD0445  DESIGNATION -  T 705
 CD0445  PID         -  CD0445
 CD0445  STATE/COUNTY-  TX/HUDSPETH
 CD0445  USGS QUAD   -  SCRATCH RANCH (1984)
 CD0445
 CD0445                         *CURRENT SURVEY CONTROL
 CD0445  ___________________________________________________________________
 CD0445* NAD 83(1986)-  31 35 43.     (N)    105 22 14.     (W)     SCALED    
 CD0445* NAVD 88     -      1295.008  (meters)    4248.71   (feet)  ADJUSTED  
 CD0445  ___________________________________________________________________
 CD0445  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0445  DYNAMIC HT  -        1293.011 (meters)    4242.15  (feet)  COMP
 CD0445  MODELED GRAV-     979,052.3   (mgal)                       NAVD 88
 CD0445
 CD0445  VERT ORDER  -  FIRST     CLASS II
 CD0445
 CD0445.The horizontal coordinates were scaled from a topographic map and have
 CD0445.an estimated accuracy of +/- 6 seconds.
 CD0445
 CD0445.The orthometric height was determined by differential leveling
 CD0445.and adjusted by the National Geodetic Survey in June 1991..
 CD0445
 CD0445.The geoid height was determined by GEOID03.
 CD0445
 CD0445.The dynamic height is computed by dividing the NAVD 88
 CD0445.geopotential number by the normal gravity value computed on the
 CD0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0445.degrees latitude (g = 980.6199 gals.).
 CD0445
 CD0445.The modeled gravity was interpolated from observed gravity values.
 CD0445
 CD0445;                    North         East    Units  Estimated Accuracy
 CD0445;SPC TX C     - 3,224,620.      222,130.      MT  (+/- 180 meters Scaled)
 CD0445
 CD0445                          SUPERSEDED SURVEY CONTROL
 CD0445
 CD0445  NGVD 29 (??/??/92) 1294.432  (m)         4246.82   (f) ADJ UNCH    1 2
 CD0445
 CD0445.Superseded values are not recommended for survey control.
 CD0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0445.See file dsdata.txt to determine how the superseded data were derived.
 CD0445
 CD0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ648956(NAD 83)
 CD0445_MARKER: DB = BENCH MARK DISK
 CD0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0445_STAMPING: T 705 1942
 CD0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0445+STABILITY: SURFACE MOTION
 CD0445
 CD0445  HISTORY     - Date     Condition        Report By
 CD0445  HISTORY     - 1942     MONUMENTED       CGS
 CD0445  HISTORY     - 1958     GOOD             NGS
 CD0445
 CD0445                          STATION DESCRIPTION
 CD0445
 CD0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0445'31.1 MI N FROM SIERRA BLANCA.
 CD0445'ABOUT 31.0 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0445'PACIFIC RAILROAD STATION AT SIERRA BLANCA, THENCE 0.1 MILE WEST ACROSS
 CD0445'A PASTURE TO THE OLD ROAD BED, 21 FEET WEST OF THE CENTER LINE OF THE
 CD0445'OLD ROAD, 169 FEET NORTH OF AND ACROSS THE OLD ROAD FROM A POWER POLE,
 CD0445'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 CD0445'LEVEL OF THE OLD ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 CD0445'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0388 ***********************************************************************
 BP0388  DESIGNATION -  T 706
 BP0388  PID         -  BP0388
 BP0388  STATE/COUNTY-  TX/BREWSTER
 BP0388  USGS QUAD   -  MOUNT ORD (1983)
 BP0388
 BP0388                         *CURRENT SURVEY CONTROL
 BP0388  ___________________________________________________________________
 BP0388* NAD 83(1986)-  30 14 21.     (N)    103 34 12.     (W)     SCALED    
 BP0388* NAVD 88     -      1607.269  (meters)    5273.18   (feet)  ADJUSTED  
 BP0388  ___________________________________________________________________
 BP0388  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 BP0388  DYNAMIC HT  -        1604.587 (meters)    5264.38  (feet)  COMP
 BP0388  MODELED GRAV-     978,915.3   (mgal)                       NAVD 88
 BP0388
 BP0388  VERT ORDER  -  SECOND    CLASS 0
 BP0388
 BP0388.The horizontal coordinates were scaled from a topographic map and have
 BP0388.an estimated accuracy of +/- 6 seconds.
 BP0388
 BP0388.The orthometric height was determined by differential leveling
 BP0388.and adjusted by the National Geodetic Survey in June 1991..
 BP0388
 BP0388.The geoid height was determined by GEOID03.
 BP0388
 BP0388.The dynamic height is computed by dividing the NAVD 88
 BP0388.geopotential number by the normal gravity value computed on the
 BP0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0388.degrees latitude (g = 980.6199 gals.).
 BP0388
 BP0388.The modeled gravity was interpolated from observed gravity values.
 BP0388
 BP0388;                    North         East    Units  Estimated Accuracy
 BP0388;SPC TXSC     - 4,275,230.      160,240.      MT  (+/- 180 meters Scaled)
 BP0388
 BP0388                          SUPERSEDED SURVEY CONTROL
 BP0388
 BP0388  NGVD 29 (??/??/92) 1606.743  (m)         5271.46   (f) ADJ UNCH    2 0
 BP0388
 BP0388.Superseded values are not recommended for survey control.
 BP0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0388.See file dsdata.txt to determine how the superseded data were derived.
 BP0388
 BP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP375461(NAD 83)
 BP0388_MARKER: DB = BENCH MARK DISK
 BP0388_SETTING: 66 = SET IN ROCK OUTCROP
 BP0388_SP_SET: ROCK OUTCROP
 BP0388_STAMPING: T 706 1943
 BP0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0388+STABILITY: POSITION/ELEVATION WELL
 BP0388
 BP0388  HISTORY     - Date     Condition        Report By
 BP0388  HISTORY     - 1943     MONUMENTED       CGS
 BP0388  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0388  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0388  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0388
 BP0388                          STATION DESCRIPTION
 BP0388
 BP0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0388'12.15 MI S FROM ALPINE.
 BP0388'1.2 MILES SOUTH OF S 706, 76 FEET EAST OF THE CENTERLINE OF THE DIRT
 BP0388'ROAD, 24 FEET SOUTH OF A SMALL CEDAR TREE, 18 FEET EAST OF A WIRE
 BP0388'FENCE PARALLEL TO THE ROAD, IN THE TOP OF A VOLCANIC ROCK OUTCROP AND
 BP0388'SURROUNDED BY A CIRCLE OF ROCKS, AND 4.5 FEET HIGHER THAN THE ROAD. A
 BP0388'STANDARD DISK, STAMPED T 706 1943.
 BP0388
 BP0388                          STATION RECOVERY (1966)
 BP0388
 BP0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0388'MARK NOT FOUND.
 BP0388
 BP0388                          STATION RECOVERY (1996)
 BP0388
 BP0388'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0281 ***********************************************************************
 BA0281  DESIGNATION -  T 707
 BA0281  PID         -  BA0281
 BA0281  STATE/COUNTY-  TX/BREWSTER
 BA0281  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0281
 BA0281                         *CURRENT SURVEY CONTROL
 BA0281  ___________________________________________________________________
 BA0281* NAD 83(1986)-  29 54 35.     (N)    103 34 54.     (W)     SCALED    
 BA0281* NAVD 88     -      1198.763  (meters)    3932.94   (feet)  ADJUSTED  
 BA0281  ___________________________________________________________________
 BA0281  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 BA0281  DYNAMIC HT  -        1196.787 (meters)    3926.46  (feet)  COMP
 BA0281  MODELED GRAV-     978,952.6   (mgal)                       NAVD 88
 BA0281
 BA0281  VERT ORDER  -  SECOND    CLASS 0
 BA0281
 BA0281.The horizontal coordinates were scaled from a topographic map and have
 BA0281.an estimated accuracy of +/- 6 seconds.
 BA0281
 BA0281.The orthometric height was determined by differential leveling
 BA0281.and adjusted by the National Geodetic Survey in June 1991..
 BA0281
 BA0281.The geoid height was determined by GEOID03.
 BA0281
 BA0281.The dynamic height is computed by dividing the NAVD 88
 BA0281.geopotential number by the normal gravity value computed on the
 BA0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0281.degrees latitude (g = 980.6199 gals.).
 BA0281
 BA0281.The modeled gravity was interpolated from observed gravity values.
 BA0281
 BA0281;                    North         East    Units  Estimated Accuracy
 BA0281;SPC TXSC     - 4,238,790.      157,680.      MT  (+/- 180 meters Scaled)
 BA0281
 BA0281                          SUPERSEDED SURVEY CONTROL
 BA0281
 BA0281  NGVD 29 (??/??/92) 1198.268  (m)         3931.32   (f) ADJ UNCH    2 0
 BA0281
 BA0281.Superseded values are not recommended for survey control.
 BA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0281.See file dsdata.txt to determine how the superseded data were derived.
 BA0281
 BA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP369096(NAD 83)
 BA0281_MARKER: DB = BENCH MARK DISK
 BA0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0281_STAMPING: T 707 1943
 BA0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0281+STABILITY: SURFACE MOTION
 BA0281
 BA0281  HISTORY     - Date     Condition        Report By
 BA0281  HISTORY     - 1943     MONUMENTED       CGS
 BA0281  HISTORY     - 1958     GOOD             NGS
 BA0281  HISTORY     - 20010331 GOOD             NGS
 BA0281
 BA0281                          STATION DESCRIPTION
 BA0281
 BA0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0281'35.65 MI S FROM ALPINE.
 BA0281'ABOUT 0.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0281'STATION AT ALPINE, THENCE ABOUT 35.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0281'118.  62 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1.9 MILES
 BA0281'SOUTH OF THE ENTRANCE TO THE LYKES BROS. 0.2 RANCH, 8 INCHES EAST OF A
 BA0281'WOVEN WIRE FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 BA0281'1/2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BA0281'PROJECTING 2 INCHES.
 BA0281
 BA0281                          STATION RECOVERY (2001)
 BA0281
 BA0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0281'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0311 ***********************************************************************
 BA0311  DESIGNATION -  T 708
 BA0311  PID         -  BA0311
 BA0311  STATE/COUNTY-  TX/BREWSTER
 BA0311  USGS QUAD   -  PACKSADDLE MOUNTAIN (1983)
 BA0311
 BA0311                         *CURRENT SURVEY CONTROL
 BA0311  ___________________________________________________________________
 BA0311* NAD 83(1986)-  29 33 46.     (N)    103 32 56.     (W)     SCALED    
 BA0311* NAVD 88     -      1054.125  (meters)    3458.41   (feet)  ADJUSTED  
 BA0311  ___________________________________________________________________
 BA0311  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0311  DYNAMIC HT  -        1052.401 (meters)    3452.75  (feet)  COMP
 BA0311  MODELED GRAV-     978,971.4   (mgal)                       NAVD 88
 BA0311
 BA0311  VERT ORDER  -  SECOND    CLASS 0
 BA0311
 BA0311.The horizontal coordinates were scaled from a topographic map and have
 BA0311.an estimated accuracy of +/- 6 seconds.
 BA0311
 BA0311.The orthometric height was determined by differential leveling
 BA0311.and adjusted by the National Geodetic Survey in June 1991..
 BA0311
 BA0311.The geoid height was determined by GEOID03.
 BA0311
 BA0311.The dynamic height is computed by dividing the NAVD 88
 BA0311.geopotential number by the normal gravity value computed on the
 BA0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0311.degrees latitude (g = 980.6199 gals.).
 BA0311
 BA0311.The modeled gravity was interpolated from observed gravity values.
 BA0311
 BA0311;                    North         East    Units  Estimated Accuracy
 BA0311;SPC TXSC     - 4,200,240.      159,350.      MT  (+/- 180 meters Scaled)
 BA0311
 BA0311                          SUPERSEDED SURVEY CONTROL
 BA0311
 BA0311  NGVD 29 (??/??/92) 1053.661  (m)         3456.89   (f) ADJ UNCH    2 0
 BA0311
 BA0311.Superseded values are not recommended for survey control.
 BA0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0311.See file dsdata.txt to determine how the superseded data were derived.
 BA0311
 BA0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN405712(NAD 83)
 BA0311_MARKER: DB = BENCH MARK DISK
 BA0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0311_STAMPING: T 708 1943
 BA0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0311+STABILITY: SURFACE MOTION
 BA0311
 BA0311  HISTORY     - Date     Condition        Report By
 BA0311  HISTORY     - 1943     MONUMENTED       CGS
 BA0311  HISTORY     - 1958     GOOD             NGS
 BA0311  HISTORY     - 20010331 GOOD             NGS
 BA0311
 BA0311                          STATION DESCRIPTION
 BA0311
 BA0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0311'21.45 MI N FROM TERLINGUA.
 BA0311'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0311'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0311'THENCE ABOUT 6.05 MILES NORTH ALONG STATE HIGHWAY 118.  186 FEET
 BA0311'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE NORTHWEST
 BA0311'OF A SMALL HILL, 123 FEET NORTHEAST OF THE NORTHEAST HIGHWAY RIGHT OF
 BA0311'WAY FENCE, 23 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE OLD ROAD,
 BA0311'1.0 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE
 BA0311'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BA0311'INCHES.
 BA0311
 BA0311                          STATION RECOVERY (2001)
 BA0311
 BA0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0311'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0314 ***********************************************************************
 BP0314  DESIGNATION -  T 709
 BP0314  PID         -  BP0314
 BP0314  STATE/COUNTY-  TX/BREWSTER
 BP0314  USGS QUAD   -  MARATHON (1983)
 BP0314
 BP0314                         *CURRENT SURVEY CONTROL
 BP0314  ___________________________________________________________________
 BP0314* NAD 83(1986)-  30 07 57.     (N)    103 14 33.     (W)     SCALED    
 BP0314* NAVD 88     -      1206.371  (meters)    3957.90   (feet)  ADJUSTED  
 BP0314  ___________________________________________________________________
 BP0314  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BP0314  DYNAMIC HT  -        1204.401 (meters)    3951.44  (feet)  COMP
 BP0314  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 BP0314
 BP0314  VERT ORDER  -  SECOND    CLASS 0
 BP0314
 BP0314.The horizontal coordinates were scaled from a topographic map and have
 BP0314.an estimated accuracy of +/- 6 seconds.
 BP0314
 BP0314.The orthometric height was determined by differential leveling
 BP0314.and adjusted by the National Geodetic Survey in June 1991..
 BP0314
 BP0314.The geoid height was determined by GEOID03.
 BP0314
 BP0314.The dynamic height is computed by dividing the NAVD 88
 BP0314.geopotential number by the normal gravity value computed on the
 BP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0314.degrees latitude (g = 980.6199 gals.).
 BP0314
 BP0314.The modeled gravity was interpolated from observed gravity values.
 BP0314
 BP0314;                    North         East    Units  Estimated Accuracy
 BP0314;SPC TXSC     - 4,262,230.      191,310.      MT  (+/- 180 meters Scaled)
 BP0314
 BP0314                          SUPERSEDED SURVEY CONTROL
 BP0314
 BP0314  NGVD 29 (??/??/92) 1205.958  (m)         3956.55   (f) ADJ UNCH    2 0
 BP0314
 BP0314.Superseded values are not recommended for survey control.
 BP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0314.See file dsdata.txt to determine how the superseded data were derived.
 BP0314
 BP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP692347(NAD 83)
 BP0314_MARKER: DB = BENCH MARK DISK
 BP0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0314_STAMPING: T 709 1943
 BP0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0314+STABILITY: SURFACE MOTION
 BP0314
 BP0314  HISTORY     - Date     Condition        Report By
 BP0314  HISTORY     - 1943     MONUMENTED       CGS
 BP0314  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0314  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0314
 BP0314                          STATION DESCRIPTION
 BP0314
 BP0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BP0314'5.55 MI S FROM MARATHON.
 BP0314'THIS MARK IS ABOUT 5.55 MILES SOUTH ALONG STATE HIGHWAY 227 FROM THE
 BP0314'RAILROAD STATION AT MARATHON, BREWSTER COUNTY, ABOUT 0.5 MILE SOUTH OF
 BP0314'A WINDMILL, 46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11.9 FEET
 BP0314'EAST OF A WIRE FENCE WHICH RUNS NORTH AND SOUTH, 89.3 FEET NORTH OF A
 BP0314'TELEPHONE POLE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, 2 FEET SOUTH OF
 BP0314'A STANDARD REFERENCE POST.
 BP0314
 BP0314                          STATION RECOVERY (1958)
 BP0314
 BP0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0314'MARK NOT FOUND.
 BP0314
 BP0314                          STATION RECOVERY (2001)
 BP0314
 BP0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0314'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0264 ***********************************************************************
 DP0264  DESIGNATION -  T 71
 DP0264  PID         -  DP0264
 DP0264  STATE/COUNTY-  TX/GARZA
 DP0264  USGS QUAD   -  POST WEST (1969)
 DP0264
 DP0264                         *CURRENT SURVEY CONTROL
 DP0264  ___________________________________________________________________
 DP0264* NAD 83(1986)-  33 14 49.     (N)    101 25 44.     (W)     SCALED    
 DP0264* NAVD 88     -       835.000  (meters)    2739.50   (feet)  POSTED    
 DP0264  ___________________________________________________________________
 DP0264  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 DP0264  DYNAMIC HT  -         833.920 (meters)    2735.95  (feet)  COMP
 DP0264  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 DP0264
 DP0264  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0264
 DP0264.The horizontal coordinates were scaled from a topographic map and have
 DP0264.an estimated accuracy of +/- 6 seconds.
 DP0264
 DP0264.The orthometric height was determined by differential leveling
 DP0264.and adjusted by the National Geodetic Survey in 1992..
 DP0264.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0264.rate of 1.1 thru 2.0 mm/km.
 DP0264
 DP0264.The geoid height was determined by GEOID03.
 DP0264
 DP0264.The dynamic height is computed by dividing the NAVD 88
 DP0264.geopotential number by the normal gravity value computed on the
 DP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0264.degrees latitude (g = 980.6199 gals.).
 DP0264
 DP0264.The modeled gravity was interpolated from observed gravity values.
 DP0264
 DP0264;                    North         East    Units  Estimated Accuracy
 DP0264;SPC TXNC     - 2,179,040.      327,120.      MT  (+/- 180 meters Scaled)
 DP0264
 DP0264                          SUPERSEDED SURVEY CONTROL
 DP0264
 DP0264  NGVD 29 (??/??/92)  834.643  (m)         2738.32   (f) ADJ UNCH    1 2
 DP0264
 DP0264.Superseded values are not recommended for survey control.
 DP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0264.See file dsdata.txt to determine how the superseded data were derived.
 DP0264
 DP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB737812(NAD 83)
 DP0264_MARKER: DB = BENCH MARK DISK
 DP0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0264_STAMPING: 2738.325 T 71 1931
 DP0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0264+STABILITY: SURFACE MOTION
 DP0264
 DP0264  HISTORY     - Date     Condition        Report By
 DP0264  HISTORY     - 1931     MONUMENTED       CGS
 DP0264  HISTORY     - 1934     GOOD             NGS
 DP0264  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0264
 DP0264                          STATION DESCRIPTION
 DP0264
 DP0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0264'0.1 MI N FROM DUGGER.
 DP0264'0.1 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM DUGGER,
 DP0264'GARZA COUNTY, 0.7 MILE SOUTH OF MILEPOST 708, 174 MILE SOUTH OF THE
 DP0264'WATER TANKS, 340 FEET SOUTH OF THE BOTTOM OF A GULLEY CROSSING THE
 DP0264'TRACK, AT THE TOP OF THE BANK OF A CUT, 110 FEET WEST OF THE TRACK,
 DP0264'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 DP0264'GROUND.
 DP0264
 DP0264                          STATION RECOVERY (1969)
 DP0264
 DP0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0327 ***********************************************************************
 CB0327  DESIGNATION -  T 710
 CB0327  PID         -  CB0327
 CB0327  STATE/COUNTY-  TX/GLASSCOCK
 CB0327  USGS QUAD   -  CURRIE RESERVOIR (1963)
 CB0327
 CB0327                         *CURRENT SURVEY CONTROL
 CB0327  ___________________________________________________________________
 CB0327* NAD 83(1986)-  31 49 46.     (N)    101 20 31.     (W)     SCALED    
 CB0327* NAVD 88     -       770.656  (meters)    2528.39   (feet)  ADJUSTED  
 CB0327  ___________________________________________________________________
 CB0327  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CB0327  DYNAMIC HT  -         769.586 (meters)    2524.88  (feet)  COMP
 CB0327  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 CB0327
 CB0327  VERT ORDER  -  SECOND    CLASS 0
 CB0327
 CB0327.The horizontal coordinates were scaled from a topographic map and have
 CB0327.an estimated accuracy of +/- 6 seconds.
 CB0327
 CB0327.The orthometric height was determined by differential leveling
 CB0327.and adjusted by the National Geodetic Survey in June 1991..
 CB0327
 CB0327.The geoid height was determined by GEOID03.
 CB0327
 CB0327.The dynamic height is computed by dividing the NAVD 88
 CB0327.geopotential number by the normal gravity value computed on the
 CB0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0327.degrees latitude (g = 980.6199 gals.).
 CB0327
 CB0327.The modeled gravity was interpolated from observed gravity values.
 CB0327
 CB0327;                    North         East    Units  Estimated Accuracy
 CB0327;SPC TX C     - 3,240,200.      604,520.      MT  (+/- 180 meters Scaled)
 CB0327
 CB0327                          SUPERSEDED SURVEY CONTROL
 CB0327
 CB0327  NGVD 29 (??/??/92)  770.389  (m)         2527.52   (f) ADJ UNCH    2 0
 CB0327
 CB0327.Superseded values are not recommended for survey control.
 CB0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0327.See file dsdata.txt to determine how the superseded data were derived.
 CB0327
 CB0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA783239(NAD 83)
 CB0327_MARKER: DB = BENCH MARK DISK
 CB0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0327_STAMPING: T 710 1942
 CB0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0327+STABILITY: SURFACE MOTION
 CB0327
 CB0327  HISTORY     - Date     Condition        Report By
 CB0327  HISTORY     - 1942     MONUMENTED       CGS
 CB0327  HISTORY     - 1973     GOOD             TXHD
 CB0327
 CB0327                          STATION DESCRIPTION
 CB0327
 CB0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0327'9.0 MI E FROM GARDEN CITY.
 CB0327'9.0 MILES EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0327'GARDEN CITY, GLASSCOCK, 0.3 WEST OF THE TOP OF A HILL, 0.2 MILE EAST
 CB0327'OF A THREE-PIPE CULVERT, 108 FEET NORTH OF THE CENTERLINE OF THE
 CB0327'HIGHWAY, AT THE WEST END OF A 220- FOOT HIGHWAY RIGHT-OF-WAY, IN THE
 CB0327'SOUTHEAST ANGLE OF A FENCE CORNER, 3 FEET LOWER THAN THE HIGHWAY. AND
 CB0327'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CB0327
 CB0327                          STATION RECOVERY (1973)
 CB0327
 CB0327'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0459 ***********************************************************************
 CB0459  DESIGNATION -  T 711
 CB0459  PID         -  CB0459
 CB0459  STATE/COUNTY-  TX/GLASSCOCK
 CB0459  USGS QUAD   -  SPRABERRY (1965)
 CB0459
 CB0459                         *CURRENT SURVEY CONTROL
 CB0459  ___________________________________________________________________
 CB0459* NAD 83(1986)-  31 54 06.     (N)    101 45 17.     (W)     SCALED    
 CB0459* NAVD 88     -       789.231  (meters)    2589.34   (feet)  ADJUSTED  
 CB0459  ___________________________________________________________________
 CB0459  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 CB0459  DYNAMIC HT  -         788.133 (meters)    2585.73  (feet)  COMP
 CB0459  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 CB0459
 CB0459  VERT ORDER  -  SECOND    CLASS 0
 CB0459
 CB0459.The horizontal coordinates were scaled from a topographic map and have
 CB0459.an estimated accuracy of +/- 6 seconds.
 CB0459
 CB0459.The orthometric height was determined by differential leveling
 CB0459.and adjusted by the National Geodetic Survey in June 1991..
 CB0459
 CB0459.The geoid height was determined by GEOID03.
 CB0459
 CB0459.The dynamic height is computed by dividing the NAVD 88
 CB0459.geopotential number by the normal gravity value computed on the
 CB0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0459.degrees latitude (g = 980.6199 gals.).
 CB0459
 CB0459.The modeled gravity was interpolated from observed gravity values.
 CB0459
 CB0459;                    North         East    Units  Estimated Accuracy
 CB0459;SPC TX C     - 3,248,630.      565,550.      MT  (+/- 180 meters Scaled)
 CB0459
 CB0459                          SUPERSEDED SURVEY CONTROL
 CB0459
 CB0459  NGVD 29 (??/??/92)  788.917  (m)         2588.31   (f) ADJ UNCH    2 0
 CB0459
 CB0459.Superseded values are not recommended for survey control.
 CB0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0459.See file dsdata.txt to determine how the superseded data were derived.
 CB0459
 CB0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA394328(NAD 83)
 CB0459_MARKER: DB = BENCH MARK DISK
 CB0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0459_STAMPING: T 711 1942
 CB0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0459+STABILITY: SURFACE MOTION
 CB0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0459+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 CB0459
 CB0459  HISTORY     - Date     Condition        Report By
 CB0459  HISTORY     - 1942     MONUMENTED       CGS
 CB0459  HISTORY     - 20020116 GOOD             TXDOT
 CB0459
 CB0459                          STATION DESCRIPTION
 CB0459
 CB0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0459'17.0 MI NW FROM GARDEN CITY.
 CB0459'17.0 MILES NORTHWEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT
 CB0459'GARDEN CITY, GLASSCOCK COUNTY, 1.4 MILES EAST OF THE GLASSCOCK-MIDLAND
 CB0459'COUNTY LINE, 135 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL WHITE
 CB0459'FRAME HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 60 FEET NORTH OF THE
 CB0459'CENTERLINE OF THE HIGHWAY, IN LINE WITH THE WEST FACE OF THE HOUSE, 2
 CB0459'FEET EAST OF A WHITE WOODEN WITNESS POST.  AND SET IN THE TOP OF A
 CB0459'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CB0459
 CB0459                          STATION RECOVERY (2002)
 CB0459
 CB0459'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (JCW)
 CB0459'SIGN WITH PLATE READING SURVEY MARKER CITY OF MIDLAND ON T-POST PLACED
 CB0459'NORTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0289 ***********************************************************************
 CB0289  DESIGNATION -  T 712
 CB0289  PID         -  CB0289
 CB0289  STATE/COUNTY-  TX/GLASSCOCK
 CB0289  USGS QUAD   -  GARDEN CITY (1963)
 CB0289
 CB0289                         *CURRENT SURVEY CONTROL
 CB0289  ___________________________________________________________________
 CB0289* NAD 83(1986)-  31 47 24.     (N)    101 29 01.     (W)     SCALED    
 CB0289* NAVD 88     -       806.882  (meters)    2647.25   (feet)  ADJUSTED  
 CB0289  ___________________________________________________________________
 CB0289  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CB0289  DYNAMIC HT  -         805.760 (meters)    2643.56  (feet)  COMP
 CB0289  MODELED GRAV-     979,221.5   (mgal)                       NAVD 88
 CB0289
 CB0289  VERT ORDER  -  SECOND    CLASS 0
 CB0289
 CB0289.The horizontal coordinates were scaled from a topographic map and have
 CB0289.an estimated accuracy of +/- 6 seconds.
 CB0289
 CB0289.The orthometric height was determined by differential leveling
 CB0289.and adjusted by the National Geodetic Survey in June 1991..
 CB0289
 CB0289.The geoid height was determined by GEOID03.
 CB0289
 CB0289.The dynamic height is computed by dividing the NAVD 88
 CB0289.geopotential number by the normal gravity value computed on the
 CB0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0289.degrees latitude (g = 980.6199 gals.).
 CB0289
 CB0289.The modeled gravity was interpolated from observed gravity values.
 CB0289
 CB0289;                    North         East    Units  Estimated Accuracy
 CB0289;SPC TX C     - 3,235,950.      591,060.      MT  (+/- 180 meters Scaled)
 CB0289
 CB0289                          SUPERSEDED SURVEY CONTROL
 CB0289
 CB0289  NGVD 29 (??/??/92)  806.599  (m)         2646.32   (f) ADJ UNCH    2 0
 CB0289
 CB0289.Superseded values are not recommended for survey control.
 CB0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0289.See file dsdata.txt to determine how the superseded data were derived.
 CB0289
 CB0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA648198(NAD 83)
 CB0289_MARKER: DB = BENCH MARK DISK
 CB0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0289_STAMPING: T 712 1942
 CB0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0289+STABILITY: SURFACE MOTION
 CB0289
 CB0289  HISTORY     - Date     Condition        Report By
 CB0289  HISTORY     - 1942     MONUMENTED       CGS
 CB0289
 CB0289                          STATION DESCRIPTION
 CB0289
 CB0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0289'6.4 MI S FROM GARDEN CITY.
 CB0289'6.4 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0289'FROM THE COURTHOUSE AT GARDEN CITY, CLASSCOCK COUNTY, AT A RIGHT-ANGLE
 CB0289'CURVE FROM WHICH THE ROAD BEARS EAST AND SOUTH, 75 FEET SOUTH OF THE
 CB0289'CURVE, 28 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A
 CB0289'WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 CB0289'PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0431 ***********************************************************************
 CB0431  DESIGNATION -  T 713
 CB0431  PID         -  CB0431
 CB0431  STATE/COUNTY-  TX/REAGAN
 CB0431  USGS QUAD   -  STILES (1970)
 CB0431
 CB0431                         *CURRENT SURVEY CONTROL
 CB0431  ___________________________________________________________________
 CB0431* NAD 83(1986)-  31 24 51.     (N)    101 34 40.     (W)     SCALED    
 CB0431* NAVD 88     -       810.506  (meters)    2659.14   (feet)  ADJUSTED  
 CB0431  ___________________________________________________________________
 CB0431  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0431  DYNAMIC HT  -         809.355 (meters)    2655.36  (feet)  COMP
 CB0431  MODELED GRAV-     979,191.9   (mgal)                       NAVD 88
 CB0431
 CB0431  VERT ORDER  -  SECOND    CLASS 0
 CB0431
 CB0431.The horizontal coordinates were scaled from a topographic map and have
 CB0431.an estimated accuracy of +/- 6 seconds.
 CB0431
 CB0431.The orthometric height was determined by differential leveling
 CB0431.and adjusted by the National Geodetic Survey in June 1991..
 CB0431
 CB0431.The geoid height was determined by GEOID03.
 CB0431
 CB0431.The dynamic height is computed by dividing the NAVD 88
 CB0431.geopotential number by the normal gravity value computed on the
 CB0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0431.degrees latitude (g = 980.6199 gals.).
 CB0431
 CB0431.The modeled gravity was interpolated from observed gravity values.
 CB0431
 CB0431;                    North         East    Units  Estimated Accuracy
 CB0431;SPC TX C     - 3,194,380.      581,680.      MT  (+/- 180 meters Scaled)
 CB0431
 CB0431                          SUPERSEDED SURVEY CONTROL
 CB0431
 CB0431  NGVD 29 (??/??/92)  810.190  (m)         2658.10   (f) ADJ UNCH    2 0
 CB0431
 CB0431.Superseded values are not recommended for survey control.
 CB0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0431.See file dsdata.txt to determine how the superseded data were derived.
 CB0431
 CB0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV549783(NAD 83)
 CB0431_MARKER: DB = BENCH MARK DISK
 CB0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0431_STAMPING: T-713 1942
 CB0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0431+STABILITY: SURFACE MOTION
 CB0431
 CB0431  HISTORY     - Date     Condition        Report By
 CB0431  HISTORY     - 1942     MONUMENTED       CGS
 CB0431  HISTORY     - 1970     GOOD             NGS
 CB0431
 CB0431                          STATION DESCRIPTION
 CB0431
 CB0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CB0431'1.0 MI NW FROM STILES.
 CB0431'1.0 MILE NORTHWEST ALONG STATE HWY 137 FROM OLD COUNTY COURTHOUSE AT
 CB0431'STILES.  REAGAN COUNTY 0.3 MILES NORTHWEST OF TRACK ROAD HEADING WEST.
 CB0431'30 FEET WEST OF CENTERLINE OF HWY. (ON WEST SHOULDER OF HWY). A
 CB0431'STANDARD DISK, STAMPED T-713 1942 AND SET IN THE TOP OF A CONCRETE
 CB0431'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0281 ***********************************************************************
 CB0281  DESIGNATION -  T 714
 CB0281  PID         -  CB0281
 CB0281  STATE/COUNTY-  TX/GLASSCOCK
 CB0281  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0281
 CB0281                         *CURRENT SURVEY CONTROL
 CB0281  ___________________________________________________________________
 CB0281* NAD 83(1986)-  31 42 44.     (N)    101 29 41.     (W)     SCALED    
 CB0281* NAVD 88     -       822.976  (meters)    2700.05   (feet)  ADJUSTED  
 CB0281  ___________________________________________________________________
 CB0281  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CB0281  DYNAMIC HT  -         821.826 (meters)    2696.27  (feet)  COMP
 CB0281  MODELED GRAV-     979,214.5   (mgal)                       NAVD 88
 CB0281
 CB0281  VERT ORDER  -  SECOND    CLASS 0
 CB0281
 CB0281.The horizontal coordinates were scaled from a topographic map and have
 CB0281.an estimated accuracy of +/- 6 seconds.
 CB0281
 CB0281.The orthometric height was determined by differential leveling
 CB0281.and adjusted by the National Geodetic Survey in June 1991..
 CB0281
 CB0281.The geoid height was determined by GEOID03.
 CB0281
 CB0281.The dynamic height is computed by dividing the NAVD 88
 CB0281.geopotential number by the normal gravity value computed on the
 CB0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0281.degrees latitude (g = 980.6199 gals.).
 CB0281
 CB0281.The modeled gravity was interpolated from observed gravity values.
 CB0281
 CB0281;                    North         East    Units  Estimated Accuracy
 CB0281;SPC TX C     - 3,227,340.      589,920.      MT  (+/- 180 meters Scaled)
 CB0281
 CB0281                          SUPERSEDED SURVEY CONTROL
 CB0281
 CB0281  NGVD 29 (??/??/92)  822.684  (m)         2699.09   (f) ADJ UNCH    2 0
 CB0281
 CB0281.Superseded values are not recommended for survey control.
 CB0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0281.See file dsdata.txt to determine how the superseded data were derived.
 CB0281
 CB0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA635112(NAD 83)
 CB0281_MARKER: DB = BENCH MARK DISK
 CB0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0281_STAMPING: T 714 1942
 CB0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0281+STABILITY: SURFACE MOTION
 CB0281
 CB0281  HISTORY     - Date     Condition        Report By
 CB0281  HISTORY     - 1942     MONUMENTED       CGS
 CB0281  HISTORY     - 1973     GOOD             USGS
 CB0281
 CB0281                          STATION DESCRIPTION
 CB0281
 CB0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0281'13.6 MI S FROM GARDEN CITY.
 CB0281'13.6 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0281'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 300 FEET SOUTH
 CB0281'OF A RIGHT-ANGLE CURVE FROM WHICH THE ROAD BEARS EAST AND SOUTH, 34
 CB0281'FEET EAST OF THE CENTERLINE OF THE ROAD, 17.5 FEET SOUTHEAST OF A
 CB0281'CURVE SIGN, 1-1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND SET IN
 CB0281'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CB0281
 CB0281                          STATION RECOVERY (1973)
 CB0281
 CB0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CB0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0274 ***********************************************************************
 CD0274  DESIGNATION -  T 715
 CD0274  PID         -  CD0274
 CD0274  STATE/COUNTY-  TX/CULBERSON
 CD0274  USGS QUAD   -  SEVEN HEART GAP (1972)
 CD0274
 CD0274                         *CURRENT SURVEY CONTROL
 CD0274  ___________________________________________________________________
 CD0274* NAD 83(1986)-  31 21 53.     (N)    104 34 07.     (W)     SCALED    
 CD0274* NAVD 88     -      1350.321  (meters)    4430.18   (feet)  ADJUSTED  
 CD0274  ___________________________________________________________________
 CD0274  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CD0274  DYNAMIC HT  -        1348.239 (meters)    4423.35  (feet)  COMP
 CD0274  MODELED GRAV-     979,050.5   (mgal)                       NAVD 88
 CD0274
 CD0274  VERT ORDER  -  SECOND    CLASS 0
 CD0274
 CD0274.The horizontal coordinates were scaled from a topographic map and have
 CD0274.an estimated accuracy of +/- 6 seconds.
 CD0274
 CD0274.The orthometric height was determined by differential leveling
 CD0274.and adjusted by the National Geodetic Survey in June 1991..
 CD0274
 CD0274.The geoid height was determined by GEOID03.
 CD0274
 CD0274.The dynamic height is computed by dividing the NAVD 88
 CD0274.geopotential number by the normal gravity value computed on the
 CD0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0274.degrees latitude (g = 980.6199 gals.).
 CD0274
 CD0274.The modeled gravity was interpolated from observed gravity values.
 CD0274
 CD0274;                    North         East    Units  Estimated Accuracy
 CD0274;SPC TX C     - 3,195,910.      297,200.      MT  (+/- 180 meters Scaled)
 CD0274
 CD0274                          SUPERSEDED SURVEY CONTROL
 CD0274
 CD0274  NGVD 29 (??/??/92) 1349.825  (m)         4428.55   (f) ADJ UNCH    2 0
 CD0274
 CD0274.Superseded values are not recommended for survey control.
 CD0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0274.See file dsdata.txt to determine how the superseded data were derived.
 CD0274
 CD0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ410701(NAD 83)
 CD0274_MARKER: DB = BENCH MARK DISK
 CD0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0274_STAMPING: T 715 1942
 CD0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0274+STABILITY: SURFACE MOTION
 CD0274
 CD0274  HISTORY     - Date     Condition        Report By
 CD0274  HISTORY     - 1942     MONUMENTED       CGS
 CD0274  HISTORY     - 1958     GOOD             NGS
 CD0274
 CD0274                          STATION DESCRIPTION
 CD0274
 CD0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0274'2.4 MI NW FROM STANTON RANCH HOUSE.
 CD0274'ABOUT 1.5 MILES WEST ALONG A GRADED DIRT ROAD FROM MRS. ETHEL STANTON
 CD0274'RANCH HOUSE, (FORMERLY CALVIN JONES RANCH), THENCE ABOUT 0.9 MILE
 CD0274'NORTH ALONG A GRADED DIRT ROAD.  15 FEET EAST OF THE CENTER LINE OF
 CD0274'THE ROAD, ABOUT 2.0 MILE SOUTH OF AN EARTHEN TANK, ABOUT 200 FEET EAST
 CD0274'AND ACROSS THE ROAD FROM THE MIDDLE ONE OF THREE WHITE DIRT KNOLLS IN
 CD0274'THE CENTER OF THE CANYON, 2 FEET WEST OF A FENCE, 2 FEET SOUTH OF A
 CD0274'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 CD0274'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0365 ***********************************************************************
 CD0365  DESIGNATION -  T 716
 CD0365  PID         -  CD0365
 CD0365  STATE/COUNTY-  TX/CULBERSON
 CD0365  USGS QUAD   -  EMORY CORRAL (1973)
 CD0365
 CD0365                         *CURRENT SURVEY CONTROL
 CD0365  ___________________________________________________________________
 CD0365* NAD 83(1986)-  31 31 18.     (N)    104 32 44.     (W)     SCALED    
 CD0365* NAVD 88     -      1418.654  (meters)    4654.37   (feet)  ADJUSTED  
 CD0365  ___________________________________________________________________
 CD0365  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CD0365  DYNAMIC HT  -        1416.430 (meters)    4647.07  (feet)  COMP
 CD0365  MODELED GRAV-     979,022.5   (mgal)                       NAVD 88
 CD0365
 CD0365  VERT ORDER  -  SECOND    CLASS 0
 CD0365
 CD0365.The horizontal coordinates were scaled from a topographic map and have
 CD0365.an estimated accuracy of +/- 6 seconds.
 CD0365
 CD0365.The orthometric height was determined by differential leveling
 CD0365.and adjusted by the National Geodetic Survey in June 1991..
 CD0365
 CD0365.The geoid height was determined by GEOID03.
 CD0365
 CD0365.The dynamic height is computed by dividing the NAVD 88
 CD0365.geopotential number by the normal gravity value computed on the
 CD0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0365.degrees latitude (g = 980.6199 gals.).
 CD0365
 CD0365.The modeled gravity was interpolated from observed gravity values.
 CD0365
 CD0365;                    North         East    Units  Estimated Accuracy
 CD0365;SPC TX C     - 3,213,210.      300,050.      MT  (+/- 180 meters Scaled)
 CD0365
 CD0365                          SUPERSEDED SURVEY CONTROL
 CD0365
 CD0365  NGVD 29 (??/??/92) 1418.104  (m)         4652.56   (f) ADJ UNCH    2 0
 CD0365
 CD0365.Superseded values are not recommended for survey control.
 CD0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0365.See file dsdata.txt to determine how the superseded data were derived.
 CD0365
 CD0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ431875(NAD 83)
 CD0365_MARKER: DB = BENCH MARK DISK
 CD0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0365_STAMPING: T 716 1942
 CD0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0365+STABILITY: SURFACE MOTION
 CD0365
 CD0365  HISTORY     - Date     Condition        Report By
 CD0365  HISTORY     - 1942     MONUMENTED       CGS
 CD0365  HISTORY     - 1958     GOOD             NGS
 CD0365
 CD0365                          STATION DESCRIPTION
 CD0365
 CD0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0365'61.0 MI SE FROM PINE SPRINGS.
 CD0365'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0365'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0365'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 31.9 MILES SOUTH ALONG
 CD0365'A GRADED DIRT ROAD.  18 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CD0365'ABOUT 0.3 MILE SOUTH OF A CATTLE GUARD AND GATE ACROSS THE ROAD, 1 1/2
 CD0365'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CD0365'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0014 ***********************************************************************
 CD0014  DESIGNATION -  T 717
 CD0014  PID         -  CD0014
 CD0014  STATE/COUNTY-  TX/CULBERSON
 CD0014  USGS QUAD   -  COW MOUNTAIN (1973)
 CD0014
 CD0014                         *CURRENT SURVEY CONTROL
 CD0014  ___________________________________________________________________
 CD0014* NAD 83(1986)-  31 46 53.     (N)    104 30 02.     (W)     SCALED    
 CD0014* NAVD 88     -      1190.882  (meters)    3907.09   (feet)  ADJUSTED  
 CD0014  ___________________________________________________________________
 CD0014  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CD0014  DYNAMIC HT  -        1189.049 (meters)    3901.07  (feet)  COMP
 CD0014  MODELED GRAV-     979,059.6   (mgal)                       NAVD 88
 CD0014
 CD0014  VERT ORDER  -  SECOND    CLASS 0
 CD0014
 CD0014.The horizontal coordinates were scaled from a topographic map and have
 CD0014.an estimated accuracy of +/- 6 seconds.
 CD0014
 CD0014.The orthometric height was determined by differential leveling
 CD0014.and adjusted by the National Geodetic Survey in June 1991..
 CD0014
 CD0014.The geoid height was determined by GEOID03.
 CD0014
 CD0014.The dynamic height is computed by dividing the NAVD 88
 CD0014.geopotential number by the normal gravity value computed on the
 CD0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0014.degrees latitude (g = 980.6199 gals.).
 CD0014
 CD0014.The modeled gravity was interpolated from observed gravity values.
 CD0014
 CD0014;                    North         East    Units  Estimated Accuracy
 CD0014;SPC TX C     - 3,241,830.      305,400.      MT  (+/- 180 meters Scaled)
 CD0014
 CD0014                          SUPERSEDED SURVEY CONTROL
 CD0014
 CD0014  NGVD 29 (??/??/92) 1190.339  (m)         3905.30   (f) ADJ UNCH    2 0
 CD0014
 CD0014.Superseded values are not recommended for survey control.
 CD0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0014.See file dsdata.txt to determine how the superseded data were derived.
 CD0014
 CD0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER472163(NAD 83)
 CD0014_MARKER: DB = BENCH MARK DISK
 CD0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0014_STAMPING: T 717 1942
 CD0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0014+STABILITY: SURFACE MOTION
 CD0014
 CD0014  HISTORY     - Date     Condition        Report By
 CD0014  HISTORY     - 1942     MONUMENTED       CGS
 CD0014  HISTORY     - 1958     GOOD             NGS
 CD0014
 CD0014                          STATION DESCRIPTION
 CD0014
 CD0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0014'35.6 MI SE FROM PINE SPRINGS.
 CD0014'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0014'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0014'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 6.5 MILES SOUTH ALONG
 CD0014'A GRADED DIRT ROAD.  21 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CD0014'ABOUT 0.1 MILE SOUTH-SOUTHEAST OF A CURVE, ABOUT 3.1 MILES NORTH OF
 CD0014'THE JUNCTION OF THE ROAD LEADING SOUTHEAST TO THE K C RANCH, 2 FEET
 CD0014'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 CD0014'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0071 ***********************************************************************
 BB0071  DESIGNATION -  T 718
 BB0071  PID         -  BB0071
 BB0071  STATE/COUNTY-  TX/PRESIDIO
 BB0071  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0071
 BB0071                         *CURRENT SURVEY CONTROL
 BB0071  ___________________________________________________________________
 BB0071* NAD 83(1986)-  29 32 45.     (N)    104 15 34.     (W)     SCALED    
 BB0071* NAVD 88     -       839.987  (meters)    2755.86   (feet)  POSTED    
 BB0071  ___________________________________________________________________
 BB0071  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 BB0071  DYNAMIC HT  -         838.620 (meters)    2751.37  (feet)  COMP
 BB0071  MODELED GRAV-     978,992.3   (mgal)                       NAVD 88
 BB0071
 BB0071  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 BB0071
 BB0071.The horizontal coordinates were scaled from a topographic map and have
 BB0071.an estimated accuracy of +/- 6 seconds.
 BB0071
 BB0071.The orthometric height was determined by differential leveling
 BB0071.and adjusted by the National Geodetic Survey in 1992..
 BB0071.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 BB0071.rate greater than 8.0 mm/km.
 BB0071
 BB0071.The geoid height was determined by GEOID03.
 BB0071
 BB0071.The dynamic height is computed by dividing the NAVD 88
 BB0071.geopotential number by the normal gravity value computed on the
 BB0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0071.degrees latitude (g = 980.6199 gals.).
 BB0071
 BB0071.The modeled gravity was interpolated from observed gravity values.
 BB0071
 BB0071;                    North         East    Units  Estimated Accuracy
 BB0071;SPC TXSC     - 4,201,250.       90,480.      MT  (+/- 180 meters Scaled)
 BB0071
 BB0071                          SUPERSEDED SURVEY CONTROL
 BB0071
 BB0071  NGVD 29 (??/??/92)  839.632  (m)         2754.69   (f) ADJ UNCH    1 2
 BB0071
 BB0071.Superseded values are not recommended for survey control.
 BB0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0071.See file dsdata.txt to determine how the superseded data were derived.
 BB0071
 BB0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN717686(NAD 83)
 BB0071_MARKER: DB = BENCH MARK DISK
 BB0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0071_STAMPING: T 718 1943
 BB0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0071+STABILITY: SURFACE MOTION
 BB0071
 BB0071  HISTORY     - Date     Condition        Report By
 BB0071  HISTORY     - 1943     MONUMENTED       CGS
 BB0071  HISTORY     - 1958     GOOD             NGS
 BB0071
 BB0071                          STATION DESCRIPTION
 BB0071
 BB0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0071'9.55 MI E FROM PRESIDIO.
 BB0071'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0071'PRESIDIO, THENCE 1.85 MILES NORTHEAST ALONG A GRADED DIRT ROAD.  30
 BB0071'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AT THE NORTHEAST END OF
 BB0071'A CURVE, 410 FEET NORTHEAST OF THE JUNCTION OF A ROAD LEADING
 BB0071'WEST-SOUTHWEST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN
 BB0071'THE TOP OF A CONCRETE POST PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0156 ***********************************************************************
 BB0156  DESIGNATION -  T 719
 BB0156  PID         -  BB0156
 BB0156  STATE/COUNTY-  TX/PRESIDIO
 BB0156  USGS QUAD   -  PLATA (1983)
 BB0156
 BB0156                         *CURRENT SURVEY CONTROL
 BB0156  ___________________________________________________________________
 BB0156* NAD 83(1986)-  29 45 02.     (N)    104 00 31.     (W)     SCALED    
 BB0156* NAVD 88     -      1076.572  (meters)    3532.05   (feet)  ADJUSTED  
 BB0156  ___________________________________________________________________
 BB0156  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BB0156  DYNAMIC HT  -        1074.817 (meters)    3526.30  (feet)  COMP
 BB0156  MODELED GRAV-     978,975.5   (mgal)                       NAVD 88
 BB0156
 BB0156  VERT ORDER  -  SECOND    CLASS 0
 BB0156
 BB0156.The horizontal coordinates were scaled from a topographic map and have
 BB0156.an estimated accuracy of +/- 6 seconds.
 BB0156
 BB0156.The orthometric height was determined by differential leveling
 BB0156.and adjusted by the National Geodetic Survey in June 1991..
 BB0156
 BB0156.The geoid height was determined by GEOID03.
 BB0156
 BB0156.The dynamic height is computed by dividing the NAVD 88
 BB0156.geopotential number by the normal gravity value computed on the
 BB0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0156.degrees latitude (g = 980.6199 gals.).
 BB0156
 BB0156.The modeled gravity was interpolated from observed gravity values.
 BB0156
 BB0156;                    North         East    Units  Estimated Accuracy
 BB0156;SPC TXSC     - 4,222,850.      115,740.      MT  (+/- 180 meters Scaled)
 BB0156
 BB0156                          SUPERSEDED SURVEY CONTROL
 BB0156
 BB0156  NGVD 29 (??/??/92) 1076.216  (m)         3530.89   (f) ADJ UNCH    2 0
 BB0156
 BB0156.Superseded values are not recommended for survey control.
 BB0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0156.See file dsdata.txt to determine how the superseded data were derived.
 BB0156
 BB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN958915(NAD 83)
 BB0156_MARKER: DB = BENCH MARK DISK
 BB0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0156_STAMPING: T 719 1943
 BB0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0156+STABILITY: SURFACE MOTION
 BB0156
 BB0156  HISTORY     - Date     Condition        Report By
 BB0156  HISTORY     - 1943     MONUMENTED       CGS
 BB0156  HISTORY     - 1958     GOOD             NGS
 BB0156
 BB0156                          STATION DESCRIPTION
 BB0156
 BB0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0156'3.10 MI NE FROM CASA PIEDRA.
 BB0156'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0156'CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED DIRT ROAD TO
 BB0156'THE JUNCTION OF THE PLATA-MARFA ROAD.  73 FEET EAST OF THE CENTER LINE
 BB0156'OF THE PLATA ROAD, 313 FEET NORTHEAST OF THE CENTER LINE OF A CURVE IN
 BB0156'THE ROAD TO CASA PIEDRA, 66 FEET EAST OF THE EAST END OF A CATTLE
 BB0156'GUARD, 2 FEET SOUTH OF A WOVEN WIRE FENCE, AND IN THE TOP OF A
 BB0156'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0398 ***********************************************************************
 CU0398  DESIGNATION -  T 72
 CU0398  PID         -  CU0398
 CU0398  STATE/COUNTY-  TX/SCURRY
 CU0398  USGS QUAD   -  HERMLEIGH (1979)
 CU0398
 CU0398                         *CURRENT SURVEY CONTROL
 CU0398  ___________________________________________________________________
 CU0398* NAD 83(1986)-  32 40 43.     (N)    100 48 44.     (W)     SCALED    
 CU0398* NAVD 88     -       737.360  (meters)    2419.16   (feet)  ADJUSTED  
 CU0398  ___________________________________________________________________
 CU0398  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CU0398  DYNAMIC HT  -         736.377 (meters)    2415.93  (feet)  COMP
 CU0398  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 CU0398
 CU0398  VERT ORDER  -  FIRST     CLASS II
 CU0398
 CU0398.The horizontal coordinates were scaled from a topographic map and have
 CU0398.an estimated accuracy of +/- 6 seconds.
 CU0398
 CU0398.The orthometric height was determined by differential leveling
 CU0398.and adjusted by the National Geodetic Survey in June 1991..
 CU0398
 CU0398.The geoid height was determined by GEOID03.
 CU0398
 CU0398.The dynamic height is computed by dividing the NAVD 88
 CU0398.geopotential number by the normal gravity value computed on the
 CU0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0398.degrees latitude (g = 980.6199 gals.).
 CU0398
 CU0398.The modeled gravity was interpolated from observed gravity values.
 CU0398
 CU0398;                    North         East    Units  Estimated Accuracy
 CU0398;SPC TXNC     - 2,114,600.      383,180.      MT  (+/- 180 meters Scaled)
 CU0398
 CU0398                          SUPERSEDED SURVEY CONTROL
 CU0398
 CU0398  NGVD 29 (??/??/92)  737.072  (m)         2418.21   (f) ADJ UNCH    1 2
 CU0398
 CU0398.Superseded values are not recommended for survey control.
 CU0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0398.See file dsdata.txt to determine how the superseded data were derived.
 CU0398
 CU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB300171(NAD 83)
 CU0398_MARKER: DB = BENCH MARK DISK
 CU0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0398_STAMPING: 2418.210 T 72 1931
 CU0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0398+STABILITY: SURFACE MOTION
 CU0398
 CU0398  HISTORY     - Date     Condition        Report By
 CU0398  HISTORY     - 1931     MONUMENTED       CGS
 CU0398  HISTORY     - 1934     GOOD             NGS
 CU0398  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0398
 CU0398                          STATION DESCRIPTION
 CU0398
 CU0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CU0398'2.3 MI S FROM CHORN.
 CU0398'2.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM CHORN,
 CU0398'SCURRY COUNTY, ABOUT 0.3 MILE SOUTH OF MILEPOST 764, 150 FEET
 CU0398'NORTHWEST OF A HIGHWAY CULVERT, 150 FEET NORTH OF RAILROAD BRIDGE
 CU0398'764A, 50 FEET EAST OF THE TRACK, AT THE FENCE LINE AT THE EDGE OF THE
 CU0398'RIGHT-OF-WAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 CU0398'INCHES ABOVE GROUND.
 CU0398
 CU0398                          STATION RECOVERY (1982)
 CU0398
 CU0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0398'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0244 ***********************************************************************
 BO0244  DESIGNATION -  T 720
 BO0244  PID         -  BO0244
 BO0244  STATE/COUNTY-  TX/VAL VERDE
 BO0244  USGS QUAD   -  STEEL STAR DRAW (1970)
 BO0244
 BO0244                         *CURRENT SURVEY CONTROL
 BO0244  ___________________________________________________________________
 BO0244* NAD 83(1986)-  30 10 32.     (N)    101 20 06.     (W)     SCALED    
 BO0244* NAVD 88     -       638.110  (meters)    2093.53   (feet)  ADJUSTED  
 BO0244  ___________________________________________________________________
 BO0244  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BO0244  DYNAMIC HT  -         637.163 (meters)    2090.43  (feet)  COMP
 BO0244  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 BO0244
 BO0244  VERT ORDER  -  SECOND    CLASS 0
 BO0244
 BO0244.The horizontal coordinates were scaled from a topographic map and have
 BO0244.an estimated accuracy of +/- 6 seconds.
 BO0244
 BO0244.The orthometric height was determined by differential leveling
 BO0244.and adjusted by the National Geodetic Survey in June 1991..
 BO0244
 BO0244.The geoid height was determined by GEOID03.
 BO0244
 BO0244.The dynamic height is computed by dividing the NAVD 88
 BO0244.geopotential number by the normal gravity value computed on the
 BO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0244.degrees latitude (g = 980.6199 gals.).
 BO0244
 BO0244.The modeled gravity was interpolated from observed gravity values.
 BO0244
 BO0244;                    North         East    Units  Estimated Accuracy
 BO0244;SPC TXSC     - 4,261,830.      375,120.      MT  (+/- 180 meters Scaled)
 BO0244
 BO0244                          SUPERSEDED SURVEY CONTROL
 BO0244
 BO0244  NGVD 29 (??/??/92)  637.966  (m)         2093.06   (f) ADJ UNCH    2 0
 BO0244
 BO0244.Superseded values are not recommended for survey control.
 BO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0244.See file dsdata.txt to determine how the superseded data were derived.
 BO0244
 BO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU751405(NAD 83)
 BO0244_MARKER: DB = BENCH MARK DISK
 BO0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0244_STAMPING: T 720 1942
 BO0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0244+STABILITY: SURFACE MOTION
 BO0244
 BO0244  HISTORY     - Date     Condition        Report By
 BO0244  HISTORY     - 1942     MONUMENTED       CGS
 BO0244
 BO0244                          STATION DESCRIPTION
 BO0244
 BO0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0244'17.4 MI E FROM PANDALE.
 BO0244'THIS MARK IS ABOUT 17.4 MILES EAST ALONG A DIRT ROAD TO JUNO FROM THE
 BO0244'SCHOOL HOUSE AT PANDALE, BOUT 1.3 MILE EAST OF A BUMPER GATE, 45.5
 BO0244'FEET WEST OF POWER POLE NUMBER 2496, 119.0 FEET NORTHEAST OF A
 BO0244'TELEPHONE POLE, 33.0 FEET EAST OF THE CENTER LINE OF THE ROAD, NEAR A
 BO0244'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0267 ***********************************************************************
 BO0267  DESIGNATION -  T 721
 BO0267  PID         -  BO0267
 BO0267  STATE/COUNTY-  TX/VAL VERDE
 BO0267  USGS QUAD   -  JUNO (1970)
 BO0267
 BO0267                         *CURRENT SURVEY CONTROL
 BO0267  ___________________________________________________________________
 BO0267* NAD 83(1986)-  30 09 30.     (N)    101 06 37.     (W)     SCALED    
 BO0267* NAVD 88     -       524.158  (meters)    1719.67   (feet)  ADJUSTED  
 BO0267  ___________________________________________________________________
 BO0267  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 BO0267  DYNAMIC HT  -         523.383 (meters)    1717.13  (feet)  COMP
 BO0267  MODELED GRAV-     979,148.4   (mgal)                       NAVD 88
 BO0267
 BO0267  VERT ORDER  -  SECOND    CLASS 0
 BO0267
 BO0267.The horizontal coordinates were scaled from a topographic map and have
 BO0267.an estimated accuracy of +/- 6 seconds.
 BO0267
 BO0267.The orthometric height was determined by differential leveling
 BO0267.and adjusted by the National Geodetic Survey in June 1991..
 BO0267
 BO0267.The geoid height was determined by GEOID03.
 BO0267
 BO0267.The dynamic height is computed by dividing the NAVD 88
 BO0267.geopotential number by the normal gravity value computed on the
 BO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0267.degrees latitude (g = 980.6199 gals.).
 BO0267
 BO0267.The modeled gravity was interpolated from observed gravity values.
 BO0267
 BO0267;                    North         East    Units  Estimated Accuracy
 BO0267;SPC TXSC     - 4,259,510.      396,730.      MT  (+/- 180 meters Scaled)
 BO0267
 BO0267                          SUPERSEDED SURVEY CONTROL
 BO0267
 BO0267  NGVD 29 (??/??/92)  524.031  (m)         1719.26   (f) ADJ UNCH    2 0
 BO0267
 BO0267.Superseded values are not recommended for survey control.
 BO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0267.See file dsdata.txt to determine how the superseded data were derived.
 BO0267
 BO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU967382(NAD 83)
 BO0267_MARKER: DB = BENCH MARK DISK
 BO0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0267_SP_SET: BUILDING
 BO0267_STAMPING: T 721 1942
 BO0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0267
 BO0267  HISTORY     - Date     Condition        Report By
 BO0267  HISTORY     - 1942     MONUMENTED       CGS
 BO0267  HISTORY     - 1971     GOOD             NGS
 BO0267  HISTORY     - 19991229 GOOD             USPSQD
 BO0267
 BO0267                          STATION DESCRIPTION
 BO0267
 BO0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0267'IN JUNO.
 BO0267'THIS MARK IS AT JUNO, IN THE POST OFFICE, SET IN THE WEST SIDE OF THE
 BO0267'BUILDING, IN THE NORTHWEST CORNER, 6-INCHES SOUTH OF THE NORTH CORNER
 BO0267'ABOUT 4.0 FEET HIGHER THAN THE GROUND, 38.0 FEET EAST OF THE CENTER
 BO0267'LINE OF THE ROAD, SET VERTICALLY.
 BO0267
 BO0267                          STATION RECOVERY (1971)
 BO0267
 BO0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0267'RECOVERED IN GOOD CONDITION.
 BO0267
 BO0267                          STATION RECOVERY (1999)
 BO0267
 BO0267'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0088 ***********************************************************************
 BO0088  DESIGNATION -  T 722
 BO0088  PID         -  BO0088
 BO0088  STATE/COUNTY-  TX/VAL VERDE
 BO0088  USGS QUAD   -  WHITE DRAW (1973)
 BO0088
 BO0088                         *CURRENT SURVEY CONTROL
 BO0088  ___________________________________________________________________
 BO0088* NAD 83(1986)-  30 00 31.     (N)    100 59 37.     (W)     SCALED    
 BO0088* NAVD 88     -       512.274  (meters)    1680.69   (feet)  ADJUSTED  
 BO0088  ___________________________________________________________________
 BO0088  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BO0088  DYNAMIC HT  -         511.528 (meters)    1678.24  (feet)  COMP
 BO0088  MODELED GRAV-     979,170.1   (mgal)                       NAVD 88
 BO0088
 BO0088  VERT ORDER  -  SECOND    CLASS 0
 BO0088
 BO0088.The horizontal coordinates were scaled from a topographic map and have
 BO0088.an estimated accuracy of +/- 6 seconds.
 BO0088
 BO0088.The orthometric height was determined by differential leveling
 BO0088.and adjusted by the National Geodetic Survey in June 1991..
 BO0088
 BO0088.The geoid height was determined by GEOID03.
 BO0088
 BO0088.The dynamic height is computed by dividing the NAVD 88
 BO0088.geopotential number by the normal gravity value computed on the
 BO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0088.degrees latitude (g = 980.6199 gals.).
 BO0088
 BO0088.The modeled gravity was interpolated from observed gravity values.
 BO0088
 BO0088;                    North         East    Units  Estimated Accuracy
 BO0088;SPC TXSC     - 4,242,720.      407,680.      MT  (+/- 180 meters Scaled)
 BO0088
 BO0088                          SUPERSEDED SURVEY CONTROL
 BO0088
 BO0088  NGVD 29 (??/??/92)  512.161  (m)         1680.31   (f) ADJ UNCH    2 0
 BO0088
 BO0088.Superseded values are not recommended for survey control.
 BO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0088.See file dsdata.txt to determine how the superseded data were derived.
 BO0088
 BO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU077214(NAD 83)
 BO0088_MARKER: DB = BENCH MARK DISK
 BO0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0088_STAMPING: T 722 1942
 BO0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0088+STABILITY: SURFACE MOTION
 BO0088
 BO0088  HISTORY     - Date     Condition        Report By
 BO0088  HISTORY     - 1942     MONUMENTED       CGS
 BO0088
 BO0088                          STATION DESCRIPTION
 BO0088
 BO0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0088'23.9 MI NE FROM JUNO.
 BO0088'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0088'ABOUT 15.9 MILES EAST ALONG A RANCH ROAD TO LOMA ALTA FROM THE POST
 BO0088'OFFICE AT JUNO, VAL VERDE COUNTY, 0.1 MILE SOUTH OF A DRAW, 1.0 MILE
 BO0088'SOUTH OF A BUMPER GATE, 20.0 FEET SOUTH OF THE CENTER LINE OF THE
 BO0088'ROAD, 31.5 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD RUNNING
 BO0088'PARALLEL WITH THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0227 ***********************************************************************
 AZ0227  DESIGNATION -  T 723
 AZ0227  PID         -  AZ0227
 AZ0227  STATE/COUNTY-  TX/VAL VERDE
 AZ0227  USGS QUAD   -  OPEN HOLLOW (1978)
 AZ0227
 AZ0227                         *CURRENT SURVEY CONTROL
 AZ0227  ___________________________________________________________________
 AZ0227* NAD 83(1986)-  29 58 09.     (N)    100 46 17.     (W)     SCALED    
 AZ0227* NAVD 88     -       519.748  (meters)    1705.21   (feet)  ADJUSTED  
 AZ0227  ___________________________________________________________________
 AZ0227  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0227  DYNAMIC HT  -         518.983 (meters)    1702.70  (feet)  COMP
 AZ0227  MODELED GRAV-     979,154.2   (mgal)                       NAVD 88
 AZ0227
 AZ0227  VERT ORDER  -  SECOND    CLASS 0
 AZ0227
 AZ0227.The horizontal coordinates were scaled from a topographic map and have
 AZ0227.an estimated accuracy of +/- 6 seconds.
 AZ0227
 AZ0227.The orthometric height was determined by differential leveling
 AZ0227.and adjusted by the National Geodetic Survey in June 1991..
 AZ0227
 AZ0227.The geoid height was determined by GEOID03.
 AZ0227
 AZ0227.The dynamic height is computed by dividing the NAVD 88
 AZ0227.geopotential number by the normal gravity value computed on the
 AZ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0227.degrees latitude (g = 980.6199 gals.).
 AZ0227
 AZ0227.The modeled gravity was interpolated from observed gravity values.
 AZ0227
 AZ0227;                    North         East    Units  Estimated Accuracy
 AZ0227;SPC TXSC     - 4,238,010.      429,050.      MT  (+/- 180 meters Scaled)
 AZ0227
 AZ0227                          SUPERSEDED SURVEY CONTROL
 AZ0227
 AZ0227  NGVD 29 (??/??/92)  519.649  (m)         1704.88   (f) ADJ UNCH    2 0
 AZ0227
 AZ0227.Superseded values are not recommended for survey control.
 AZ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0227.See file dsdata.txt to determine how the superseded data were derived.
 AZ0227
 AZ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU290166(NAD 83)
 AZ0227_MARKER: DB = BENCH MARK DISK
 AZ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0227_STAMPING: T 723 1942
 AZ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0227+STABILITY: SURFACE MOTION
 AZ0227
 AZ0227  HISTORY     - Date     Condition        Report By
 AZ0227  HISTORY     - 1942     MONUMENTED       CGS
 AZ0227
 AZ0227                          STATION DESCRIPTION
 AZ0227
 AZ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AZ0227'4.05 MI NW FROM LOMA ALTA.
 AZ0227'THIS MARK IS ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 277 AND ABOUT
 AZ0227'0.35 MILES WEST ALONG A RANCH ROAD TO JUNO FROM THE STORE AT LOMA
 AZ0227'ALTA, VAL VERDE COUNTY, ABOUT 0.15 MILE WEST OF A BUMPER GATE, ABOUT
 AZ0227'50.0 FEET SOUTHWEST OF A CURVE, 27.0 FEET SOUTHEAST OF THE CENTER LINE
 AZ0227'OF THE ROAD, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0317 ***********************************************************************
 BO0317  DESIGNATION -  T 724
 BO0317  PID         -  BO0317
 BO0317  STATE/COUNTY-  TX/TERRELL
 BO0317  USGS QUAD   -  OASIS RANCH (1980)
 BO0317
 BO0317                         *CURRENT SURVEY CONTROL
 BO0317  ___________________________________________________________________
 BO0317* NAD 83(1986)-  30 26 28.     (N)    101 50 18.     (W)     SCALED    
 BO0317* NAVD 88     -       630.082  (meters)    2067.19   (feet)  ADJUSTED  
 BO0317  ___________________________________________________________________
 BO0317  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 BO0317  DYNAMIC HT  -         629.154 (meters)    2064.15  (feet)  COMP
 BO0317  MODELED GRAV-     979,148.4   (mgal)                       NAVD 88
 BO0317
 BO0317  VERT ORDER  -  SECOND    CLASS 0
 BO0317
 BO0317.The horizontal coordinates were scaled from a topographic map and have
 BO0317.an estimated accuracy of +/- 6 seconds.
 BO0317
 BO0317.The orthometric height was determined by differential leveling
 BO0317.and adjusted by the National Geodetic Survey in June 1991..
 BO0317
 BO0317.The geoid height was determined by GEOID03.
 BO0317
 BO0317.The dynamic height is computed by dividing the NAVD 88
 BO0317.geopotential number by the normal gravity value computed on the
 BO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0317.degrees latitude (g = 980.6199 gals.).
 BO0317
 BO0317.The modeled gravity was interpolated from observed gravity values.
 BO0317
 BO0317;                    North         East    Units  Estimated Accuracy
 BO0317;SPC TXSC     - 4,292,340.      327,370.      MT  (+/- 180 meters Scaled)
 BO0317
 BO0317                          SUPERSEDED SURVEY CONTROL
 BO0317
 BO0317  NGVD 29 (??/??/92)  629.869  (m)         2066.50   (f) ADJ UNCH    2 0
 BO0317
 BO0317.Superseded values are not recommended for survey control.
 BO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0317.See file dsdata.txt to determine how the superseded data were derived.
 BO0317
 BO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU274710(NAD 83)
 BO0317_MARKER: DB = BENCH MARK DISK
 BO0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0317_STAMPING: T 724 1942
 BO0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0317+STABILITY: SURFACE MOTION
 BO0317
 BO0317  HISTORY     - Date     Condition        Report By
 BO0317  HISTORY     - 1942     MONUMENTED       CGS
 BO0317  HISTORY     - 1958     GOOD             NGS
 BO0317  HISTORY     - 1967     MARK NOT FOUND   NGS
 BO0317
 BO0317                          STATION DESCRIPTION
 BO0317
 BO0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0317'24.05 MI S FROM SHEFFIELD.
 BO0317'ABOUT 23.05 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0317'AT SHEFFIELD TO A CROSSING OF THE OLD HIGHWAY GRADE, THENCE 1.0 MILE
 BO0317'SOUTHWEST ALONG THE OLD HIGHWAY, 19 FEET SOUTHEAST OF THE CENTER LINE
 BO0317'OF THE OLD HIGHWAY, 217 FEET NORTHWEST OF A POWER POLE, 2 FEET
 BO0317'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BO0317'POST PROJECTING 1 FOOT ON THE SOUTHEAST SIDE AND 2 FEET ON THE
 BO0317'NORTHWEST SIDE.  NOTE-- A SHALLOW DITCH HAS BEEN DUG ALONG THE
 BO0317'NORTHWEST SIDE OF THE POST, BUT IT IS STILL SOLID.
 BO0317
 BO0317                          STATION RECOVERY (1967)
 BO0317
 BO0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BO0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0097 ***********************************************************************
 BP0097  DESIGNATION -  T 725
 BP0097  PID         -  BP0097
 BP0097  STATE/COUNTY-  TX/TERRELL
 BP0097  USGS QUAD   -  DRYDEN NE (1969)
 BP0097
 BP0097                         *CURRENT SURVEY CONTROL
 BP0097  ___________________________________________________________________
 BP0097* NAD 83(1986)-  30 12 38.     (N)    102 03 54.     (W)     SCALED    
 BP0097* NAVD 88     -       676.170  (meters)    2218.40   (feet)  ADJUSTED  
 BP0097  ___________________________________________________________________
 BP0097  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BP0097  DYNAMIC HT  -         675.151 (meters)    2215.06  (feet)  COMP
 BP0097  MODELED GRAV-     979,113.0   (mgal)                       NAVD 88
 BP0097
 BP0097  VERT ORDER  -  SECOND    CLASS 0
 BP0097
 BP0097.The horizontal coordinates were scaled from a topographic map and have
 BP0097.an estimated accuracy of +/- 6 seconds.
 BP0097
 BP0097.The orthometric height was determined by differential leveling
 BP0097.and adjusted by the National Geodetic Survey in June 1991..
 BP0097
 BP0097.The geoid height was determined by GEOID03.
 BP0097
 BP0097.The dynamic height is computed by dividing the NAVD 88
 BP0097.geopotential number by the normal gravity value computed on the
 BP0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0097.degrees latitude (g = 980.6199 gals.).
 BP0097
 BP0097.The modeled gravity was interpolated from observed gravity values.
 BP0097
 BP0097;                    North         East    Units  Estimated Accuracy
 BP0097;SPC TXSC     - 4,267,340.      304,940.      MT  (+/- 180 meters Scaled)
 BP0097
 BP0097                          SUPERSEDED SURVEY CONTROL
 BP0097
 BP0097  NGVD 29 (??/??/92)  675.957  (m)         2217.70   (f) ADJ UNCH    2 0
 BP0097
 BP0097.Superseded values are not recommended for survey control.
 BP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0097.See file dsdata.txt to determine how the superseded data were derived.
 BP0097
 BP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP825457(NAD 83)
 BP0097_MARKER: DB = BENCH MARK DISK
 BP0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0097_STAMPING: T 725 1942
 BP0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0097+STABILITY: SURFACE MOTION
 BP0097
 BP0097  HISTORY     - Date     Condition        Report By
 BP0097  HISTORY     - 1942     MONUMENTED       CGS
 BP0097  HISTORY     - 1958     GOOD             NGS
 BP0097
 BP0097                          STATION DESCRIPTION
 BP0097
 BP0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0097'12.3 MI N FROM DRYDEN.
 BP0097'ABOUT 8.7 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0097'ORLEANS RAILROAD STATION AT DRYDEN, THENCE 3.6 MILES NORTH ALONG THE
 BP0097'OLD HIGHWAY, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0
 BP0097'MILE NORTH OF THE BILL WEST RANCH BUILDINGS, 24 FEET WEST OF THE WEST
 BP0097'END OF A CATTLE GUARD, 1 1/2 SOUTH OF A FENCE, 1 1/2 FEET EAST OF A
 BP0097'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BP0097'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0394 ***********************************************************************
 CC0394  DESIGNATION -  T 726
 CC0394  PID         -  CC0394
 CC0394  STATE/COUNTY-  TX/REEVES
 CC0394  USGS QUAD   -  TOYAH NW (1970)
 CC0394
 CC0394                         *CURRENT SURVEY CONTROL
 CC0394  ___________________________________________________________________
 CC0394* NAD 83(1986)-  31 25 44.     (N)    103 53 28.     (W)     SCALED    
 CC0394* NAVD 88     -       926.531  (meters)    3039.79   (feet)  ADJUSTED  
 CC0394  ___________________________________________________________________
 CC0394  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CC0394  DYNAMIC HT  -         925.150 (meters)    3035.26  (feet)  COMP
 CC0394  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 CC0394
 CC0394  VERT ORDER  -  SECOND    CLASS 0
 CC0394
 CC0394.The horizontal coordinates were scaled from a topographic map and have
 CC0394.an estimated accuracy of +/- 6 seconds.
 CC0394
 CC0394.The orthometric height was determined by differential leveling
 CC0394.and adjusted by the National Geodetic Survey in June 1991..
 CC0394
 CC0394.The geoid height was determined by GEOID03.
 CC0394
 CC0394.The dynamic height is computed by dividing the NAVD 88
 CC0394.geopotential number by the normal gravity value computed on the
 CC0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0394.degrees latitude (g = 980.6199 gals.).
 CC0394
 CC0394.The modeled gravity was interpolated from observed gravity values.
 CC0394
 CC0394;                    North         East    Units  Estimated Accuracy
 CC0394;SPC TX C     - 3,200,760.      361,840.      MT  (+/- 180 meters Scaled)
 CC0394
 CC0394                          SUPERSEDED SURVEY CONTROL
 CC0394
 CC0394  NGVD 29 (??/??/92)  926.151  (m)         3038.55   (f) ADJ UNCH    2 0
 CC0394
 CC0394.Superseded values are not recommended for survey control.
 CC0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0394.See file dsdata.txt to determine how the superseded data were derived.
 CC0394
 CC0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ053776(NAD 83)
 CC0394_MARKER: DB = BENCH MARK DISK
 CC0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0394_STAMPING: T 726 1942
 CC0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0394+STABILITY: SURFACE MOTION
 CC0394
 CC0394  HISTORY     - Date     Condition        Report By
 CC0394  HISTORY     - 1942     MONUMENTED       CGS
 CC0394  HISTORY     - 1958     GOOD             NGS
 CC0394
 CC0394                          STATION DESCRIPTION
 CC0394
 CC0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0394'11.15 MI NW FROM TOYAH.
 CC0394'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0394'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 2.2 MILES
 CC0394'NORTHWEST ALONG A GRADED DIRT ROAD.  42 FEET SOUTHWEST OF THE CENTER
 CC0394'LINE OF THE ROAD, ABOUT 1.8 MILES NORTHWEST OF THE JUNCTION OF A
 CC0394'GRADED DIRT ROAD LEADING NORTH, ABOUT 0.35 MILE SOUTHEAST OF A CATTLE
 CC0394'GUARD, 38 FEET NORTHWEST OF A CEDAR TELEPHONE POLE, 2 FEET NORTHWEST
 CC0394'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CC0394'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0061 ***********************************************************************
 CD0061  DESIGNATION -  T 727
 CD0061  PID         -  CD0061
 CD0061  STATE/COUNTY-  TX/CULBERSON
 CD0061  USGS QUAD   -  TWO MILL DRAW EAST (1973)
 CD0061
 CD0061                         *CURRENT SURVEY CONTROL
 CD0061  ___________________________________________________________________
 CD0061* NAD 83(1986)-  31 33 46.     (N)    104 13 21.     (W)     SCALED    
 CD0061* NAVD 88     -      1127.438  (meters)    3698.94   (feet)  ADJUSTED  
 CD0061  ___________________________________________________________________
 CD0061  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CD0061  DYNAMIC HT  -        1125.732 (meters)    3693.34  (feet)  COMP
 CD0061  MODELED GRAV-     979,088.8   (mgal)                       NAVD 88
 CD0061
 CD0061  VERT ORDER  -  SECOND    CLASS 0
 CD0061
 CD0061.The horizontal coordinates were scaled from a topographic map and have
 CD0061.an estimated accuracy of +/- 6 seconds.
 CD0061
 CD0061.The orthometric height was determined by differential leveling
 CD0061.and adjusted by the National Geodetic Survey in June 1991..
 CD0061
 CD0061.The geoid height was determined by GEOID03.
 CD0061
 CD0061.The dynamic height is computed by dividing the NAVD 88
 CD0061.geopotential number by the normal gravity value computed on the
 CD0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0061.degrees latitude (g = 980.6199 gals.).
 CD0061
 CD0061.The modeled gravity was interpolated from observed gravity values.
 CD0061
 CD0061;                    North         East    Units  Estimated Accuracy
 CD0061;SPC TX C     - 3,216,650.      330,870.      MT  (+/- 180 meters Scaled)
 CD0061
 CD0061                          SUPERSEDED SURVEY CONTROL
 CD0061
 CD0061  NGVD 29 (??/??/92) 1126.987  (m)         3697.46   (f) ADJ UNCH    2 0
 CD0061
 CD0061.Superseded values are not recommended for survey control.
 CD0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0061.See file dsdata.txt to determine how the superseded data were derived.
 CD0061
 CD0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ737922(NAD 83)
 CD0061_MARKER: DB = BENCH MARK DISK
 CD0061_SETTING: 66 = SET IN ROCK OUTCROP
 CD0061_SP_SET: OUTCROP
 CD0061_STAMPING: T 727 1942
 CD0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0061+STABILITY: POSITION/ELEVATION WELL
 CD0061
 CD0061  HISTORY     - Date     Condition        Report By
 CD0061  HISTORY     - 1942     MONUMENTED       CGS
 CD0061  HISTORY     - 1958     GOOD             NGS
 CD0061
 CD0061                          STATION DESCRIPTION
 CD0061
 CD0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0061'35.25 MI NW FROM TOYAH.
 CD0061'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0061'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 26.3 MILES
 CD0061'NORTHWEST ALONG A GRADED ROAD.  IN THE TOP OF THE NORTHEAST SLOPE OF A
 CD0061'ROCK OUTCROP, 67 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CD0061'ABOUT 0.7 MILE NORTHWEST OF A WINDMILL, AND ABOUT 6 FEET ABOVE THE
 CD0061'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0122 ***********************************************************************
 CD0122  DESIGNATION -  T 728
 CD0122  PID         -  CD0122
 CD0122  STATE/COUNTY-  TX/CULBERSON
 CD0122  USGS QUAD   -  BORACHO (1970)
 CD0122
 CD0122                         *CURRENT SURVEY CONTROL
 CD0122  ___________________________________________________________________
 CD0122* NAD 83(1986)-  31 04 51.     (N)    104 25 45.     (W)     SCALED    
 CD0122* NAVD 88     -      1323.608  (meters)    4342.54   (feet)  ADJUSTED  
 CD0122  ___________________________________________________________________
 CD0122  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 CD0122  DYNAMIC HT  -        1321.540 (meters)    4335.75  (feet)  COMP
 CD0122  MODELED GRAV-     979,031.5   (mgal)                       NAVD 88
 CD0122
 CD0122  VERT ORDER  -  FIRST     CLASS II
 CD0122
 CD0122.The horizontal coordinates were scaled from a topographic map and have
 CD0122.an estimated accuracy of +/- 6 seconds.
 CD0122
 CD0122.The orthometric height was determined by differential leveling
 CD0122.and adjusted by the National Geodetic Survey in June 1991..
 CD0122
 CD0122.The geoid height was determined by GEOID03.
 CD0122
 CD0122.The dynamic height is computed by dividing the NAVD 88
 CD0122.geopotential number by the normal gravity value computed on the
 CD0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0122.degrees latitude (g = 980.6199 gals.).
 CD0122
 CD0122.The modeled gravity was interpolated from observed gravity values.
 CD0122
 CD0122;                    North         East    Units  Estimated Accuracy
 CD0122;SPC TX C     - 3,163,960.      309,300.      MT  (+/- 180 meters Scaled)
 CD0122
 CD0122                          SUPERSEDED SURVEY CONTROL
 CD0122
 CD0122  NGVD 29 (??/??/92) 1323.093  (m)         4340.85   (f) ADJ UNCH    1 2
 CD0122
 CD0122.Superseded values are not recommended for survey control.
 CD0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0122.See file dsdata.txt to determine how the superseded data were derived.
 CD0122
 CD0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ544387(NAD 83)
 CD0122_MARKER: DB = BENCH MARK DISK
 CD0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0122_SP_SET: CULVERT
 CD0122_STAMPING: T 728 1942
 CD0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0122
 CD0122  HISTORY     - Date     Condition        Report By
 CD0122  HISTORY     - 1942     MONUMENTED       CGS
 CD0122  HISTORY     - 1956     GOOD             NGS
 CD0122
 CD0122                          STATION DESCRIPTION
 CD0122
 CD0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0122'2.5 MI W FROM BORACHO.
 CD0122'2.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0122'FOREMANS HOUSE AT BORACHO, 9 POLES WEST OF MILEPOST 711, 11 FEET SOUTH
 CD0122'OF THE SOUTH RAIL, 2.7 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 CD0122'OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0045 ***********************************************************************
 BQ0045  DESIGNATION -  T 729
 BQ0045  PID         -  BQ0045
 BQ0045  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0045  USGS QUAD   -  BOGGY DRAW (1978)
 BQ0045
 BQ0045                         *CURRENT SURVEY CONTROL
 BQ0045  ___________________________________________________________________
 BQ0045* NAD 83(1986)-  30 49 03.     (N)    104 28 34.     (W)     SCALED    
 BQ0045* NAVD 88     -      1330.955  (meters)    4366.64   (feet)  ADJUSTED  
 BQ0045  ___________________________________________________________________
 BQ0045  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 BQ0045  DYNAMIC HT  -        1328.814 (meters)    4359.62  (feet)  COMP
 BQ0045  MODELED GRAV-     978,985.8   (mgal)                       NAVD 88
 BQ0045
 BQ0045  VERT ORDER  -  SECOND    CLASS 0
 BQ0045
 BQ0045.The horizontal coordinates were scaled from a topographic map and have
 BQ0045.an estimated accuracy of +/- 6 seconds.
 BQ0045
 BQ0045.The orthometric height was determined by differential leveling
 BQ0045.and adjusted by the National Geodetic Survey in June 1991..
 BQ0045
 BQ0045.The geoid height was determined by GEOID03.
 BQ0045
 BQ0045.The dynamic height is computed by dividing the NAVD 88
 BQ0045.geopotential number by the normal gravity value computed on the
 BQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0045.degrees latitude (g = 980.6199 gals.).
 BQ0045
 BQ0045.The modeled gravity was interpolated from observed gravity values.
 BQ0045
 BQ0045;                    North         East    Units  Estimated Accuracy
 BQ0045;SPC TX C     - 3,134,960.      303,730.      MT  (+/- 180 meters Scaled)
 BQ0045
 BQ0045                          SUPERSEDED SURVEY CONTROL
 BQ0045
 BQ0045  NGVD 29 (??/??/92) 1330.396  (m)         4364.81   (f) ADJ UNCH    2 0
 BQ0045
 BQ0045.Superseded values are not recommended for survey control.
 BQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0045.See file dsdata.txt to determine how the superseded data were derived.
 BQ0045
 BQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ501094(NAD 83)
 BQ0045_MARKER: DB = BENCH MARK DISK
 BQ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0045_STAMPING: T 729 1942
 BQ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0045+STABILITY: SURFACE MOTION
 BQ0045
 BQ0045  HISTORY     - Date     Condition        Report By
 BQ0045  HISTORY     - 1942     MONUMENTED       CGS
 BQ0045  HISTORY     - 1958     GOOD             NGS
 BQ0045
 BQ0045                          STATION DESCRIPTION
 BQ0045
 BQ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0045'17.75 MI N FROM VALENTINE.
 BQ0045'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0045'THE STATION AT VALENTINE, THENCE 17.55 MILES NORTH ALONG A DIRT ROAD.
 BQ0045'45 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.25 MILE NORTH OF
 BQ0045'A DIKE ACROSS THE ROAD, ABOUT 0.2 MILE SOUTH OF THE SOUTH END OF A
 BQ0045'CURVE, ABOUT 0.5 MILE SOUTH OF A CATTLE GUARD AND STEEL WATER TANK, 2
 BQ0045'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BQ0045'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0486 ***********************************************************************
 CT0486  DESIGNATION -  T 73
 CT0486  PID         -  CT0486
 CT0486  STATE/COUNTY-  TX/TAYLOR
 CT0486  USGS QUAD   -  GOLDSBORO (1967)
 CT0486
 CT0486                         *CURRENT SURVEY CONTROL
 CT0486  ___________________________________________________________________
 CT0486* NAD 83(1986)-  32 06 38.     (N)    099 43 59.     (W)     SCALED    
 CT0486* NAVD 88     -       585.699  (meters)    1921.58   (feet)  ADJUSTED  
 CT0486  ___________________________________________________________________
 CT0486  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CT0486  DYNAMIC HT  -         584.933 (meters)    1919.07  (feet)  COMP
 CT0486  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 CT0486
 CT0486  VERT ORDER  -  FIRST     CLASS II
 CT0486
 CT0486.The horizontal coordinates were scaled from a topographic map and have
 CT0486.an estimated accuracy of +/- 6 seconds.
 CT0486
 CT0486.The orthometric height was determined by differential leveling
 CT0486.and adjusted by the National Geodetic Survey in June 1991..
 CT0486
 CT0486.The geoid height was determined by GEOID03.
 CT0486
 CT0486.The dynamic height is computed by dividing the NAVD 88
 CT0486.geopotential number by the normal gravity value computed on the
 CT0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0486.degrees latitude (g = 980.6199 gals.).
 CT0486
 CT0486.The modeled gravity was interpolated from observed gravity values.
 CT0486
 CT0486;                    North         East    Units  Estimated Accuracy
 CT0486;SPC TXNC     - 2,049,910.      483,630.      MT  (+/- 180 meters Scaled)
 CT0486
 CT0486                          SUPERSEDED SURVEY CONTROL
 CT0486
 CT0486  NGVD 29 (??/??/92)  585.575  (m)         1921.17   (f) ADJ UNCH    1 2
 CT0486
 CT0486.Superseded values are not recommended for survey control.
 CT0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0486.See file dsdata.txt to determine how the superseded data were derived.
 CT0486
 CT0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA308529(NAD 83)
 CT0486_MARKER: DB = BENCH MARK DISK
 CT0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0486_STAMPING: 1920.928 T 73 1931
 CT0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0486+STABILITY: SURFACE MOTION
 CT0486
 CT0486  HISTORY     - Date     Condition        Report By
 CT0486  HISTORY     - 1931     MONUMENTED       CGS
 CT0486  HISTORY     - 1961     GOOD             NGS
 CT0486
 CT0486                          STATION DESCRIPTION
 CT0486
 CT0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0486'1.5 MI SE FROM LAWN.
 CT0486'1.5 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CT0486'LAWN, TAYLOR COUNTY, AT MILEAGE 407.5, AT THE FIRST ROAD CROSSING EAST
 CT0486'OF LAWN, 35 FEET SOUTH OF U.S. HIGHWAY 84, AND AT A FENCE LINE. A
 CT0486'STANDARD DISK, STAMPED 1920.928 T 73 1931 AND SET IN THE TOP OF A
 CT0486'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0288 ***********************************************************************
 BQ0288  DESIGNATION -  T 730
 BQ0288  PID         -  BQ0288
 BQ0288  STATE/COUNTY-  TX/PRESIDIO
 BQ0288  USGS QUAD   -  VALENTINE WEST (1978)
 BQ0288
 BQ0288                         *CURRENT SURVEY CONTROL
 BQ0288  ___________________________________________________________________
 BQ0288* NAD 83(1986)-  30 30 04.     (N)    104 30 36.     (W)     SCALED    
 BQ0288* NAVD 88     -      1333.871  (meters)    4376.21   (feet)  POSTED    
 BQ0288  ___________________________________________________________________
 BQ0288  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BQ0288  DYNAMIC HT  -        1331.660 (meters)    4368.95  (feet)  COMP
 BQ0288  MODELED GRAV-     978,937.0   (mgal)                       NAVD 88
 BQ0288
 BQ0288  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0288
 BQ0288.The horizontal coordinates were scaled from a topographic map and have
 BQ0288.an estimated accuracy of +/- 6 seconds.
 BQ0288
 BQ0288.The orthometric height was determined by differential leveling
 BQ0288.and adjusted by the National Geodetic Survey in 1992..
 BQ0288.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0288.rate of 1.1 thru 2.0 mm/km.
 BQ0288
 BQ0288.The geoid height was determined by GEOID03.
 BQ0288
 BQ0288.The dynamic height is computed by dividing the NAVD 88
 BQ0288.geopotential number by the normal gravity value computed on the
 BQ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0288.degrees latitude (g = 980.6199 gals.).
 BQ0288
 BQ0288.The modeled gravity was interpolated from observed gravity values.
 BQ0288
 BQ0288;                    North         East    Units  Estimated Accuracy
 BQ0288;SPC TXSC     - 4,308,140.       71,210.      MT  (+/- 180 meters Scaled)
 BQ0288
 BQ0288                          SUPERSEDED SURVEY CONTROL
 BQ0288
 BQ0288  NGVD 29 (??/??/92) 1333.300  (m)         4374.34   (f) ADJ UNCH    2 0
 BQ0288
 BQ0288.Superseded values are not recommended for survey control.
 BQ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0288.See file dsdata.txt to determine how the superseded data were derived.
 BQ0288
 BQ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP470744(NAD 83)
 BQ0288_MARKER: DB = BENCH MARK DISK
 BQ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0288_SP_SET: CONCRETE POST
 BQ0288_STAMPING: T 730 1943
 BQ0288_MARK LOGO: CGS   
 BQ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0288+STABILITY: SURFACE MOTION
 BQ0288
 BQ0288  HISTORY     - Date     Condition        Report By
 BQ0288  HISTORY     - 1943     MONUMENTED       CGS
 BQ0288  HISTORY     - 19790319 GOOD             NGS
 BQ0288
 BQ0288                          STATION DESCRIPTION
 BQ0288
 BQ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0288'6.9 MI S FROM VALENTINE.
 BQ0288'THIS MARK IS 6.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH FROM
 BQ0288'THE POST OFFICE AT VALENTINE, 1.15 MILE SOUTH OF A ROAD RUNNING WEST
 BQ0288'TO AN OIL WELL, SET ON THE OUTSIDE OF A CURVE, JUST OPPOSITE A WELL,
 BQ0288'51.0 FEET EAST OF THE CENTERLINE OF THE ROAD, PROJECTING 4-INCHES
 BQ0288'ABOVE THE GROUND.
 BQ0288
 BQ0288                          STATION RECOVERY (1979)
 BQ0288
 BQ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BQ0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0486 ***********************************************************************
 BQ0486  DESIGNATION -  T 730 RESET
 BQ0486  PID         -  BQ0486
 BQ0486  STATE/COUNTY-  TX/PRESIDIO
 BQ0486  USGS QUAD   -  VALENTINE WEST (1978)
 BQ0486
 BQ0486                         *CURRENT SURVEY CONTROL
 BQ0486  ___________________________________________________________________
 BQ0486* NAD 83(1986)-  30 30 04.     (N)    104 30 36.     (W)     SCALED    
 BQ0486* NAVD 88     -      1336.02   (+/-2cm)    4383.3    (feet)  VERTCON   
 BQ0486  ___________________________________________________________________
 BQ0486  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BQ0486
 BQ0486  VERT ORDER  -  THIRD (See Below)
 BQ0486
 BQ0486.The horizontal coordinates were scaled from a topographic map and have
 BQ0486.an estimated accuracy of +/- 6 seconds.
 BQ0486
 BQ0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0486.The vertical order pertains to the NGVD 29 superseded value.
 BQ0486
 BQ0486.The geoid height was determined by GEOID03.
 BQ0486
 BQ0486;                    North         East    Units  Estimated Accuracy
 BQ0486;SPC TXSC     - 4,308,140.       71,210.      MT  (+/- 180 meters Scaled)
 BQ0486
 BQ0486                          SUPERSEDED SURVEY CONTROL
 BQ0486
 BQ0486  NGVD 29 (01/29/03) 1335.45   (m)         4381.4    (f) RESET       3  
 BQ0486
 BQ0486.Superseded values are not recommended for survey control.
 BQ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0486.See file dsdata.txt to determine how the superseded data were derived.
 BQ0486
 BQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP470744(NAD 83)
 BQ0486_MARKER: DB = BENCH MARK DISK
 BQ0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0486_SP_SET: CONCRETE POST
 BQ0486_STAMPING: T 730 RESET 1979
 BQ0486_MARK LOGO: NGS   
 BQ0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0486
 BQ0486  HISTORY     - Date     Condition        Report By
 BQ0486  HISTORY     - 1979     MONUMENTED       NGS
 BQ0486
 BQ0486                          STATION DESCRIPTION
 BQ0486
 BQ0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BQ0486'10 MILE SOUTHWEST ALONG U.S. HIGHWAY 90, FROM POST OFFICE IN VALENTINE
 BQ0486'TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND GO SOUTH ON A DIRT ROAD,
 BQ0486'THAT LEADS TO THE BRITE RANCH FOR 3.85 MILES TO TRIANGULATION
 BQ0486'YOUNGBLOOD 2 ON THE RIGHT. CONTINUE STRAIGHT SOUTH ON DIRT ROAD FRO
 BQ0486'2.0 MILES TO FENCE LINE AND ROADS, BEAR RIGHT AND GOES WEST. TURN
 BQ0486'RIGHT AND GO WEST ALONG THE NORTH SIDE OF FENCE LINE FOR 1.0 MILE TO
 BQ0486'FENCE CORNER AND MARK ON THE LEFT. MARK IS AT SOUTHWEST CORNER OF
 BQ0486'SECTION 234, 3 FEET EAST OF FENCE CORNER WHICH IS THE SECTION CORNER,
 BQ0486'1 FEET NORTH OF FENCE, AND FLUSH WITH GROUND. THIS AREA IS NOW THE
 BQ0486'SOUTHWEST FARMS CO-OP AND IS BEING DEVELOP IN CULTIVATION, ALL ROADS
 BQ0486'ARE IN THE FUTURE PLANNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0193 ***********************************************************************
 BQ0193  DESIGNATION -  T 731
 BQ0193  PID         -  BQ0193
 BQ0193  STATE/COUNTY-  TX/PRESIDIO
 BQ0193  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0193
 BQ0193                         *CURRENT SURVEY CONTROL
 BQ0193  ___________________________________________________________________
 BQ0193* NAD 83(1986)-  30 12 46.     (N)    104 35 32.     (W)     SCALED    
 BQ0193* NAVD 88     -      1020.271  (meters)    3347.34   (feet)  POSTED    
 BQ0193  ___________________________________________________________________
 BQ0193  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 BQ0193  DYNAMIC HT  -        1018.630 (meters)    3341.96  (feet)  COMP
 BQ0193  MODELED GRAV-     979,001.1   (mgal)                       NAVD 88
 BQ0193
 BQ0193  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0193
 BQ0193.The horizontal coordinates were scaled from a topographic map and have
 BQ0193.an estimated accuracy of +/- 6 seconds.
 BQ0193
 BQ0193.The orthometric height was determined by differential leveling
 BQ0193.and adjusted by the National Geodetic Survey in 1992..
 BQ0193.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0193.rate of 1.1 thru 2.0 mm/km.
 BQ0193
 BQ0193.The geoid height was determined by GEOID03.
 BQ0193
 BQ0193.The dynamic height is computed by dividing the NAVD 88
 BQ0193.geopotential number by the normal gravity value computed on the
 BQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0193.degrees latitude (g = 980.6199 gals.).
 BQ0193
 BQ0193.The modeled gravity was interpolated from observed gravity values.
 BQ0193
 BQ0193;                    North         East    Units  Estimated Accuracy
 BQ0193;SPC TXSC     - 4,276,590.       61,800.      MT  (+/- 180 meters Scaled)
 BQ0193
 BQ0193                          SUPERSEDED SURVEY CONTROL
 BQ0193
 BQ0193  NGVD 29 (??/??/92) 1019.776  (m)         3345.72   (f) ADJ UNCH    2 0
 BQ0193
 BQ0193.Superseded values are not recommended for survey control.
 BQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0193.See file dsdata.txt to determine how the superseded data were derived.
 BQ0193
 BQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP392424(NAD 83)
 BQ0193_MARKER: DB = BENCH MARK DISK
 BQ0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0193_SP_SET: CURVES
 BQ0193_STAMPING: T 731 1943
 BQ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0193
 BQ0193  HISTORY     - Date     Condition        Report By
 BQ0193  HISTORY     - 1943     MONUMENTED       CGS
 BQ0193
 BQ0193                          STATION DESCRIPTION
 BQ0193
 BQ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0193'10.8 MI NW FROM CANDELARIA.
 BQ0193'THIS MARK IS 10.8 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0193'THE SCHOOL HOUSE AT CANDELARIA, SET AT THE FOOT HILLS OF THE RIM, SET
 BQ0193'BETWEEN TWO CURVES IN THE OPPOSITE DIRECTION, 31.0 FEET EAST OF THE
 BQ0193'CENTERLINE OF THE ROAD, PROJECTING 4-INCHES ABOVE THE GROUND, 2.0 FEET
 BQ0193'NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0189 ***********************************************************************
 BB0189  DESIGNATION -  T 732
 BB0189  PID         -  BB0189
 BB0189  STATE/COUNTY-  TX/PRESIDIO
 BB0189  USGS QUAD   -  LAS CONCHAS (1980)
 BB0189
 BB0189                         *CURRENT SURVEY CONTROL
 BB0189  ___________________________________________________________________
 BB0189* NAD 83(1986)-  29 57 46.     (N)    104 40 13.     (W)     SCALED    
 BB0189* NAVD 88     -       847.025  (meters)    2778.95   (feet)  POSTED    
 BB0189  ___________________________________________________________________
 BB0189  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 BB0189  DYNAMIC HT  -         845.650 (meters)    2774.44  (feet)  COMP
 BB0189  MODELED GRAV-     978,996.9   (mgal)                       NAVD 88
 BB0189
 BB0189  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0189
 BB0189.The horizontal coordinates were scaled from a topographic map and have
 BB0189.an estimated accuracy of +/- 6 seconds.
 BB0189
 BB0189.The orthometric height was determined by differential leveling
 BB0189.and adjusted by the National Geodetic Survey in 1992..
 BB0189.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0189.rate of 1.1 thru 2.0 mm/km.
 BB0189
 BB0189.The geoid height was determined by GEOID03.
 BB0189
 BB0189.The dynamic height is computed by dividing the NAVD 88
 BB0189.geopotential number by the normal gravity value computed on the
 BB0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0189.degrees latitude (g = 980.6199 gals.).
 BB0189
 BB0189.The modeled gravity was interpolated from observed gravity values.
 BB0189
 BB0189;                    North         East    Units  Estimated Accuracy
 BB0189;SPC TXSC     - 4,249,270.       52,950.      MT  (+/- 180 meters Scaled)
 BB0189
 BB0189                          SUPERSEDED SURVEY CONTROL
 BB0189
 BB0189  NGVD 29 (??/??/92)  846.562  (m)         2777.43   (f) ADJ UNCH    2 0
 BB0189
 BB0189.Superseded values are not recommended for survey control.
 BB0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0189.See file dsdata.txt to determine how the superseded data were derived.
 BB0189
 BB0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP318147(NAD 83)
 BB0189_MARKER: DB = BENCH MARK DISK
 BB0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0189_STAMPING: T 732 1943
 BB0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0189+STABILITY: SURFACE MOTION
 BB0189
 BB0189  HISTORY     - Date     Condition        Report By
 BB0189  HISTORY     - 1943     MONUMENTED       CGS
 BB0189
 BB0189                          STATION DESCRIPTION
 BB0189
 BB0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0189'1.5 MI SE FROM RUIDOSA.
 BB0189'THIS MARK IS 1.5 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0189'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 0.3 MILE SOUTH OF A LARGE
 BB0189'ARROYO, 50.5 FEET EAST OF THE CENTERLINE OF THE ROAD, PROJECTING
 BB0189'3-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0342 ***********************************************************************
 BA0342  DESIGNATION -  T 734
 BA0342  PID         -  BA0342
 BA0342  STATE/COUNTY-  TX/BREWSTER
 BA0342  USGS QUAD   -  STRADDLEBUG MOUNTAIN (1983)
 BA0342
 BA0342                         *CURRENT SURVEY CONTROL
 BA0342  ___________________________________________________________________
 BA0342* NAD 83(1986)-  29 52 09.     (N)    103 42 44.     (W)     SCALED    
 BA0342* NAVD 88     -      1169.679  (meters)    3837.52   (feet)  POSTED    
 BA0342  ___________________________________________________________________
 BA0342  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BA0342  DYNAMIC HT  -        1167.750 (meters)    3831.19  (feet)  COMP
 BA0342  MODELED GRAV-     978,955.7   (mgal)                       NAVD 88
 BA0342
 BA0342  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0342
 BA0342.The horizontal coordinates were scaled from a topographic map and have
 BA0342.an estimated accuracy of +/- 6 seconds.
 BA0342
 BA0342.The orthometric height was determined by differential leveling
 BA0342.and adjusted by the National Geodetic Survey in 1992..
 BA0342.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0342.rate of 2.1 thru 3.0 mm/km.
 BA0342
 BA0342.The geoid height was determined by GEOID03.
 BA0342
 BA0342.The dynamic height is computed by dividing the NAVD 88
 BA0342.geopotential number by the normal gravity value computed on the
 BA0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0342.degrees latitude (g = 980.6199 gals.).
 BA0342
 BA0342.The modeled gravity was interpolated from observed gravity values.
 BA0342
 BA0342;                    North         East    Units  Estimated Accuracy
 BA0342;SPC TXSC     - 4,234,800.      144,910.      MT  (+/- 180 meters Scaled)
 BA0342
 BA0342                          SUPERSEDED SURVEY CONTROL
 BA0342
 BA0342  NGVD 29 (??/??/92) 1169.226  (m)         3836.04   (f) ADJ UNCH    2 0
 BA0342
 BA0342.Superseded values are not recommended for survey control.
 BA0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0342.See file dsdata.txt to determine how the superseded data were derived.
 BA0342
 BA0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP243049(NAD 83)
 BA0342_MARKER: DB = BENCH MARK DISK
 BA0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0342_STAMPING: T 734 1943
 BA0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0342+STABILITY: SURFACE MOTION
 BA0342
 BA0342  HISTORY     - Date     Condition        Report By
 BA0342  HISTORY     - 1943     MONUMENTED       CGS
 BA0342  HISTORY     - 1958     GOOD             NGS
 BA0342
 BA0342                          STATION DESCRIPTION
 BA0342
 BA0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0342'2.3 MI NE FROM O 2 RANCH.
 BA0342'ABOUT 2.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0342'HEADQUARTERS, 97 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0342'0.1 MILE SOUTHWEST OF A SLIGHT RISE IN THE ROAD, ON THE OUTSIDE OF A
 BA0342'LONG CURVE, 20 FEET NORTHWEST OF A TELEPHONE LINE, 1 1/2 FEET NORTH OF
 BA0342'A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0342'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0260 ***********************************************************************
 FM0260  DESIGNATION -  T 735
 FM0260  PID         -  FM0260
 FM0260  STATE/COUNTY-  TX/OLDHAM
 FM0260  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0260
 FM0260                         *CURRENT SURVEY CONTROL
 FM0260  ___________________________________________________________________
 FM0260* NAD 83(1986)-  35 21 45.     (N)    102 19 03.     (W)     SCALED    
 FM0260* NAVD 88     -      1115.361  (meters)    3659.31   (feet)  ADJUSTED  
 FM0260  ___________________________________________________________________
 FM0260  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 FM0260  DYNAMIC HT  -        1114.038 (meters)    3654.97  (feet)  COMP
 FM0260  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 FM0260
 FM0260  VERT ORDER  -  SECOND    CLASS 0
 FM0260
 FM0260.The horizontal coordinates were scaled from a topographic map and have
 FM0260.an estimated accuracy of +/- 6 seconds.
 FM0260
 FM0260.The orthometric height was determined by differential leveling
 FM0260.and adjusted by the National Geodetic Survey in June 1991..
 FM0260
 FM0260.The geoid height was determined by GEOID03.
 FM0260
 FM0260.The dynamic height is computed by dividing the NAVD 88
 FM0260.geopotential number by the normal gravity value computed on the
 FM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0260.degrees latitude (g = 980.6199 gals.).
 FM0260
 FM0260.The modeled gravity was interpolated from observed gravity values.
 FM0260
 FM0260;                    North         East    Units  Estimated Accuracy
 FM0260;SPC TX N     - 1,151,460.      125,710.      MT  (+/- 180 meters Scaled)
 FM0260
 FM0260                          SUPERSEDED SURVEY CONTROL
 FM0260
 FM0260  NGVD 29 (??/??/92) 1114.869  (m)         3657.70   (f) ADJ UNCH    2 0
 FM0260
 FM0260.Superseded values are not recommended for survey control.
 FM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0260.See file dsdata.txt to determine how the superseded data were derived.
 FM0260
 FM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV437165(NAD 83)
 FM0260_MARKER: DB = BENCH MARK DISK
 FM0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0260_STAMPING: T 735 1943
 FM0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0260+STABILITY: SURFACE MOTION
 FM0260
 FM0260  HISTORY     - Date     Condition        Report By
 FM0260  HISTORY     - 1943     MONUMENTED       CGS
 FM0260
 FM0260                          STATION DESCRIPTION
 FM0260
 FM0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0260'12.7 MI NE FROM VEGA.
 FM0260'ABOUT 12.7 MILES NORTHEAST OF VEGA, OLDHAM COUNTY.  REACHED BY GOING
 FM0260'0.4 MILE NORTH, 3.6 MILES EAST AND 2.0 MILES NORTH ALONG GRADED ROADS
 FM0260'FROM THE COURTHOUSE, THENCE 6.7 MILES NORTHEAST ALONG THE OLD
 FM0260'VEGA-TASCOSA ROAD.  THE BENCH MARK IS 1.2 MILES NORTHEAST OF A GATE IN
 FM0260'A NORTH-SOUTH FENCE, AT THE CREST OF A SMALL RISE, 0.5 MILE WEST
 FM0260'AIRLINE FROM A DIRT WATER TANK, 25 FEET SOUTHEAST OF THE CENTER LINE
 FM0260'OF THE ROAD, 1 1/2 FEET NORTHEAST OF A WHITE REFERENCE POST, A BENCH
 FM0260'MARK DISK SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0376 ***********************************************************************
 BA0376  DESIGNATION -  T 736
 BA0376  PID         -  BA0376
 BA0376  STATE/COUNTY-  TX/PRESIDIO
 BA0376  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0376
 BA0376                         *CURRENT SURVEY CONTROL
 BA0376  ___________________________________________________________________
 BA0376* NAD 83(1986)-  29 43 23.     (N)    103 58 48.     (W)     SCALED    
 BA0376* NAVD 88     -      1090.964  (meters)    3579.27   (feet)  ADJUSTED  
 BA0376  ___________________________________________________________________
 BA0376  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BA0376  DYNAMIC HT  -        1089.179 (meters)    3573.41  (feet)  COMP
 BA0376  MODELED GRAV-     978,969.5   (mgal)                       NAVD 88
 BA0376
 BA0376  VERT ORDER  -  SECOND    CLASS 0
 BA0376
 BA0376.The horizontal coordinates were scaled from a topographic map and have
 BA0376.an estimated accuracy of +/- 6 seconds.
 BA0376
 BA0376.The orthometric height was determined by differential leveling
 BA0376.and adjusted by the National Geodetic Survey in June 1991..
 BA0376
 BA0376.The geoid height was determined by GEOID03.
 BA0376
 BA0376.The dynamic height is computed by dividing the NAVD 88
 BA0376.geopotential number by the normal gravity value computed on the
 BA0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0376.degrees latitude (g = 980.6199 gals.).
 BA0376
 BA0376.The modeled gravity was interpolated from observed gravity values.
 BA0376
 BA0376;                    North         East    Units  Estimated Accuracy
 BA0376;SPC TXSC     - 4,219,690.      118,370.      MT  (+/- 180 meters Scaled)
 BA0376
 BA0376                          SUPERSEDED SURVEY CONTROL
 BA0376
 BA0376  NGVD 29 (??/??/92) 1090.608  (m)         3578.10   (f) ADJ UNCH    2 0
 BA0376
 BA0376.Superseded values are not recommended for survey control.
 BA0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0376.See file dsdata.txt to determine how the superseded data were derived.
 BA0376
 BA0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN986885(NAD 83)
 BA0376_MARKER: DB = BENCH MARK DISK
 BA0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0376_STAMPING: T 736 1943
 BA0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0376+STABILITY: SURFACE MOTION
 BA0376
 BA0376  HISTORY     - Date     Condition        Report By
 BA0376  HISTORY     - 1943     MONUMENTED       CGS
 BA0376  HISTORY     - 1958     GOOD             NGS
 BA0376
 BA0376                          STATION DESCRIPTION
 BA0376
 BA0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0376'5.95 MI SE FROM CASA PIEDRA.
 BA0376'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BA0376'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BA0376'DIRT ROAD, THENCE ABOUT 2.85 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.
 BA0376'24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE
 BA0376'NORTHWEST OF A CURVE IN THE ROAD, ABOUT 0.4 MILE NORTHWEST OF A CATTLE
 BA0376'GUARD AND DEEP WASH, 8 FEET SOUTHWEST OF A FENCE CORNER POST, 1 1/2
 BA0376'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BA0376'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0155 ***********************************************************************
 BQ0155  DESIGNATION -  T 737
 BQ0155  PID         -  BQ0155
 BQ0155  STATE/COUNTY-  TX/PRESIDIO
 BQ0155  USGS QUAD   -  FRENCHMAN HILLS (1983)
 BQ0155
 BQ0155                         *CURRENT SURVEY CONTROL
 BQ0155  ___________________________________________________________________
 BQ0155* NAD 83(1986)-  30 05 07.     (N)    104 01 32.     (W)     SCALED    
 BQ0155* NAVD 88     -      1307.512  (meters)    4289.73   (feet)  ADJUSTED  
 BQ0155  ___________________________________________________________________
 BQ0155  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BQ0155  DYNAMIC HT  -        1305.335 (meters)    4282.59  (feet)  COMP
 BQ0155  MODELED GRAV-     978,931.6   (mgal)                       NAVD 88
 BQ0155
 BQ0155  VERT ORDER  -  SECOND    CLASS 0
 BQ0155
 BQ0155.The horizontal coordinates were scaled from a topographic map and have
 BQ0155.an estimated accuracy of +/- 6 seconds.
 BQ0155
 BQ0155.The orthometric height was determined by differential leveling
 BQ0155.and adjusted by the National Geodetic Survey in June 1991..
 BQ0155
 BQ0155.The geoid height was determined by GEOID03.
 BQ0155
 BQ0155.The dynamic height is computed by dividing the NAVD 88
 BQ0155.geopotential number by the normal gravity value computed on the
 BQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0155.degrees latitude (g = 980.6199 gals.).
 BQ0155
 BQ0155.The modeled gravity was interpolated from observed gravity values.
 BQ0155
 BQ0155;                    North         East    Units  Estimated Accuracy
 BQ0155;SPC TXSC     - 4,259,990.      115,690.      MT  (+/- 180 meters Scaled)
 BQ0155
 BQ0155                          SUPERSEDED SURVEY CONTROL
 BQ0155
 BQ0155  NGVD 29 (??/??/92) 1307.054  (m)         4288.23   (f) ADJ UNCH    2 0
 BQ0155
 BQ0155.Superseded values are not recommended for survey control.
 BQ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0155.See file dsdata.txt to determine how the superseded data were derived.
 BQ0155
 BQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP939286(NAD 83)
 BQ0155_MARKER: DB = BENCH MARK DISK
 BQ0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0155_STAMPING: T 737 1943
 BQ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0155+STABILITY: SURFACE MOTION
 BQ0155
 BQ0155  HISTORY     - Date     Condition        Report By
 BQ0155  HISTORY     - 1943     MONUMENTED       CGS
 BQ0155  HISTORY     - 1958     GOOD             NGS
 BQ0155
 BQ0155                          STATION DESCRIPTION
 BQ0155
 BQ0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0155'17.8 MI S FROM MARFA.
 BQ0155'ABOUT 7.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0155'NEW ORLEANS RAILROAD STATION AT MARFA, THENCE ABOUT 10.15 MILES
 BQ0155'SOUTHEAST ALONG FARM ROAD 169 TO A PRIVATE ROAD LEADING NORTHEAST,
 BQ0155'THENCE ABOUT 0.25 MILE SOUTHWEST ACROSS A MESQUITE PASTURE TO THE OLD
 BQ0155'ROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF THE OLD ROAD, 34 FEET
 BQ0155'SOUTHEAST OF THE CENTER LINE OF A SMALL WASH, ABOUT 0.35 MILE
 BQ0155'NORTH-NORTHWEST OF THE JUNCTION OF THE OLD ROAD, 1 FOOT NORTHWEST OF A
 BQ0155'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BQ0155'PROJECTING 9 INCHES.  NOTE-- BENCH MARK T 737 IS 1.0 MILE NORTH OF
 BQ0155'BENCH MARK S 737.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0332 ***********************************************************************
 BA0332  DESIGNATION -  T 738
 BA0332  PID         -  BA0332
 BA0332  STATE/COUNTY-  TX/PRESIDIO
 BA0332  USGS QUAD   -  MC KINNEY MOUNTAIN (1983)
 BA0332
 BA0332                         *CURRENT SURVEY CONTROL
 BA0332  ___________________________________________________________________
 BA0332* NAD 83(1986)-  29 47 07.     (N)    103 47 08.     (W)     SCALED    
 BA0332* NAVD 88     -      1123.255  (meters)    3685.21   (feet)  POSTED    
 BA0332  ___________________________________________________________________
 BA0332  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 BA0332  DYNAMIC HT  -        1121.420 (meters)    3679.19  (feet)  COMP
 BA0332  MODELED GRAV-     978,972.3   (mgal)                       NAVD 88
 BA0332
 BA0332  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0332
 BA0332.The horizontal coordinates were scaled from a topographic map and have
 BA0332.an estimated accuracy of +/- 6 seconds.
 BA0332
 BA0332.The orthometric height was determined by differential leveling
 BA0332.and adjusted by the National Geodetic Survey in 1992..
 BA0332.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0332.rate of 2.1 thru 3.0 mm/km.
 BA0332
 BA0332.The geoid height was determined by GEOID03.
 BA0332
 BA0332.The dynamic height is computed by dividing the NAVD 88
 BA0332.geopotential number by the normal gravity value computed on the
 BA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0332.degrees latitude (g = 980.6199 gals.).
 BA0332
 BA0332.The modeled gravity was interpolated from observed gravity values.
 BA0332
 BA0332;                    North         East    Units  Estimated Accuracy
 BA0332;SPC TXSC     - 4,225,790.      137,450.      MT  (+/- 180 meters Scaled)
 BA0332
 BA0332                          SUPERSEDED SURVEY CONTROL
 BA0332
 BA0332  NGVD 29 (??/??/92) 1122.862  (m)         3683.92   (f) ADJ UNCH    2 0
 BA0332
 BA0332.Superseded values are not recommended for survey control.
 BA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0332.See file dsdata.txt to determine how the superseded data were derived.
 BA0332
 BA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN173956(NAD 83)
 BA0332_MARKER: DB = BENCH MARK DISK
 BA0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0332_STAMPING: T 738 1943
 BA0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0332+STABILITY: SURFACE MOTION
 BA0332
 BA0332  HISTORY     - Date     Condition        Report By
 BA0332  HISTORY     - 1943     MONUMENTED       CGS
 BA0332  HISTORY     - 1966     GOOD             NGS
 BA0332
 BA0332                          STATION DESCRIPTION
 BA0332
 BA0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0332'7.25 MI SW FROM O 2 RANCH.
 BA0332'ABOUT 4.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0332'HEADQUARTERS TO THE WILSON RANCH BUILDINGS, THENCE ABOUT 3.0 MILES
 BA0332'WEST ALONG A TRACK ROAD, 32 FEET NORTH OF THE CENTERLINE OF THE MIDDLE
 BA0332'OF 3 ABANDONED TRACK ROADS, 0.3 MILES WEST OF A GATE IN NORTH-SOUTH
 BA0332'FENCE ON THE BREWSTER-PRESIDIO COUNTY LINE, 2 FEET SOUTH OF A WHITE
 BA0332'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BA0332'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0147 ***********************************************************************
 BB0147  DESIGNATION -  T 739
 BB0147  PID         -  BB0147
 BB0147  STATE/COUNTY-  TX/PRESIDIO
 BB0147  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0147
 BB0147                         *CURRENT SURVEY CONTROL
 BB0147  ___________________________________________________________________
 BB0147* NAD 83(1986)-  29 35 18.     (N)    104 23 27.     (W)     SCALED    
 BB0147* NAVD 88     -       795.366  (meters)    2609.46   (feet)  ADJUSTED  
 BB0147  ___________________________________________________________________
 BB0147  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BB0147  DYNAMIC HT  -         794.075 (meters)    2605.23  (feet)  COMP
 BB0147  MODELED GRAV-     978,994.5   (mgal)                       NAVD 88
 BB0147
 BB0147  VERT ORDER  -  SECOND    CLASS 0
 BB0147
 BB0147.The horizontal coordinates were scaled from a topographic map and have
 BB0147.an estimated accuracy of +/- 6 seconds.
 BB0147
 BB0147.The orthometric height was determined by differential leveling
 BB0147.and adjusted by the National Geodetic Survey in June 1991..
 BB0147
 BB0147.The geoid height was determined by GEOID03.
 BB0147
 BB0147.The dynamic height is computed by dividing the NAVD 88
 BB0147.geopotential number by the normal gravity value computed on the
 BB0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0147.degrees latitude (g = 980.6199 gals.).
 BB0147
 BB0147.The modeled gravity was interpolated from observed gravity values.
 BB0147
 BB0147;                    North         East    Units  Estimated Accuracy
 BB0147;SPC TXSC     - 4,206,530.       77,980.      MT  (+/- 180 meters Scaled)
 BB0147
 BB0147                          SUPERSEDED SURVEY CONTROL
 BB0147
 BB0147  NGVD 29 (??/??/92)  794.966  (m)         2608.15   (f) ADJ UNCH    2 0
 BB0147
 BB0147.Superseded values are not recommended for survey control.
 BB0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0147.See file dsdata.txt to determine how the superseded data were derived.
 BB0147
 BB0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN589733(NAD 83)
 BB0147_MARKER: DB = BENCH MARK DISK
 BB0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0147_STAMPING: T 739 1943
 BB0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0147+STABILITY: SURFACE MOTION
 BB0147
 BB0147  HISTORY     - Date     Condition        Report By
 BB0147  HISTORY     - 1943     MONUMENTED       CGS
 BB0147  HISTORY     - 1973     GOOD             NGS
 BB0147
 BB0147                          STATION DESCRIPTION
 BB0147
 BB0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0147'2.5 MI NW FROM PRESIDIO.
 BB0147'THIS MARK IS 2.5 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE
 BB0147'POST OFFICE AT PRESIDIO, PRESIDIO COUNTY, 165.0 FEET NORTHWEST OF THE
 BB0147'NORTHWEST END OF A ROCK CULVERT, 63.5 FEET SOUTHWEST OF THE CENTERLINE
 BB0147'OF THE ROAD, PROJECTING 7-INCHES ABOVE THE GROUND, 2.0 FEET NORTHEAST
 BB0147'OF A WHITE REFERENCE POST.
 BB0147
 BB0147                          STATION RECOVERY (1973)
 BB0147
 BB0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0396 ***********************************************************************
 CA0396  DESIGNATION -  T 74
 CA0396  PID         -  CA0396
 CA0396  STATE/COUNTY-  TX/BROWN
 CA0396  USGS QUAD   -  BANGS EAST (1987)
 CA0396
 CA0396                         *CURRENT SURVEY CONTROL
 CA0396  ___________________________________________________________________
 CA0396* NAD 83(1986)-  31 42 42.     (N)    099 01 11.     (W)     SCALED    
 CA0396* NAVD 88     -       430.466  (meters)    1412.29   (feet)  POSTED    
 CA0396  ___________________________________________________________________
 CA0396  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CA0396  DYNAMIC HT  -         429.900 (meters)    1410.43  (feet)  COMP
 CA0396  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 CA0396
 CA0396  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CA0396
 CA0396.The horizontal coordinates were scaled from a topographic map and have
 CA0396.an estimated accuracy of +/- 6 seconds.
 CA0396
 CA0396.The orthometric height was determined by differential leveling
 CA0396.and adjusted by the National Geodetic Survey in 1992..
 CA0396.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CA0396.rate of 1.1 thru 2.0 mm/km.
 CA0396
 CA0396.The geoid height was determined by GEOID03.
 CA0396
 CA0396.The dynamic height is computed by dividing the NAVD 88
 CA0396.geopotential number by the normal gravity value computed on the
 CA0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0396.degrees latitude (g = 980.6199 gals.).
 CA0396
 CA0396.The modeled gravity was interpolated from observed gravity values.
 CA0396
 CA0396;                    North         East    Units  Estimated Accuracy
 CA0396;SPC TX C     - 3,227,440.      824,510.      MT  (+/- 180 meters Scaled)
 CA0396
 CA0396                          SUPERSEDED SURVEY CONTROL
 CA0396
 CA0396  NGVD 29 (??/??/92)  430.367  (m)         1411.96   (f) ADJ UNCH    1 2
 CA0396
 CA0396.Superseded values are not recommended for survey control.
 CA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0396.See file dsdata.txt to determine how the superseded data were derived.
 CA0396
 CA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA981084(NAD 83)
 CA0396_MARKER: DB = BENCH MARK DISK
 CA0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0396_STAMPING: 1411.962 T 74 1931
 CA0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0396+STABILITY: SURFACE MOTION
 CA0396
 CA0396  HISTORY     - Date     Condition        Report By
 CA0396  HISTORY     - 1931     MONUMENTED       CGS
 CA0396  HISTORY     - 1935     GOOD             NGS
 CA0396  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0396
 CA0396                          STATION DESCRIPTION
 CA0396
 CA0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0396'2.5 MI W FROM BROWNWOOD.
 CA0396'2.5 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0396'BROWNWOOD, BROWN COUNTY, 5-1/2 POLES EAST OF MILEPOST 351, AT A ROAD
 CA0396'CROSSING, 30 FEET EAST OF THE ROAD, 24 FEET SOUTH OF THE TRACK, AND AT
 CA0396'A FENCE LINE.  A STANDARD DISK, STAMPED 1411.962 T 74 1931 AND SET IN
 CA0396'THE TOP OF A CONCRETE POST.
 CA0396
 CA0396                          STATION RECOVERY (1935)
 CA0396
 CA0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0396'RECOVERED IN GOOD CONDITION.
 CA0396
 CA0396                          STATION RECOVERY (1982)
 CA0396
 CA0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0396'THE POST WAS FOUND WITH THE DISK REMOVED AND THE MARK SHOULD BE
 CA0396'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0082 ***********************************************************************
 BA0082  DESIGNATION -  T 740
 BA0082  PID         -  BA0082
 BA0082  STATE/COUNTY-  TX/BREWSTER
 BA0082  USGS QUAD   -  BUTTERBOWL (1983)
 BA0082
 BA0082                         *CURRENT SURVEY CONTROL
 BA0082  ___________________________________________________________________
 BA0082* NAD 83(1986)-  29 41 10.     (N)    103 16 47.     (W)     SCALED    
 BA0082* NAVD 88     -       929.313  (meters)    3048.92   (feet)  ADJUSTED  
 BA0082  ___________________________________________________________________
 BA0082  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 BA0082  DYNAMIC HT  -         927.827 (meters)    3044.05  (feet)  COMP
 BA0082  MODELED GRAV-     979,011.5   (mgal)                       NAVD 88
 BA0082
 BA0082  VERT ORDER  -  SECOND    CLASS 0
 BA0082
 BA0082.The horizontal coordinates were scaled from a topographic map and have
 BA0082.an estimated accuracy of +/- 6 seconds.
 BA0082
 BA0082.The orthometric height was determined by differential leveling
 BA0082.and adjusted by the National Geodetic Survey in June 1991..
 BA0082
 BA0082.The geoid height was determined by GEOID03.
 BA0082
 BA0082.The dynamic height is computed by dividing the NAVD 88
 BA0082.geopotential number by the normal gravity value computed on the
 BA0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0082.degrees latitude (g = 980.6199 gals.).
 BA0082
 BA0082.The modeled gravity was interpolated from observed gravity values.
 BA0082
 BA0082;                    North         East    Units  Estimated Accuracy
 BA0082;SPC TXSC     - 4,212,920.      185,910.      MT  (+/- 180 meters Scaled)
 BA0082
 BA0082                          SUPERSEDED SURVEY CONTROL
 BA0082
 BA0082  NGVD 29 (??/??/92)  928.935  (m)         3047.68   (f) ADJ UNCH    2 0
 BA0082
 BA0082.Superseded values are not recommended for survey control.
 BA0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0082.See file dsdata.txt to determine how the superseded data were derived.
 BA0082
 BA0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN664852(NAD 83)
 BA0082_MARKER: DB = BENCH MARK DISK
 BA0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0082_STAMPING: T 740 1943
 BA0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0082+STABILITY: SURFACE MOTION
 BA0082
 BA0082  HISTORY     - Date     Condition        Report By
 BA0082  HISTORY     - 1943     MONUMENTED       CGS
 BA0082  HISTORY     - 1958     GOOD             NGS
 BA0082  HISTORY     - 1967     MARK NOT FOUND   NGS
 BA0082  HISTORY     - 1976     GOOD             USGS
 BA0082  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0082
 BA0082                          STATION DESCRIPTION
 BA0082
 BA0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0082'10.8 MI W FROM PERSIMMON GAP.
 BA0082'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0082'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0082'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0082'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0082'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE
 BA0082'ABOUT 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0082'TANKS AND A WINDMILL, THENCE ABOUT 3.25 MILES NORTHWEST ALONG A TRACK
 BA0082'ROAD TO A PROMINENT HILL, THENCE ABOUT 0.25 MILE AROUND THE SOUTH SIDE
 BA0082'OF THE HILL, THENCE ABOUT 0.75 MILE NORTHWEST ALONG A DITCH AND OLD
 BA0082'TRACK ROAD, THENCE ABOUT 1.05 MILE NORTHWEST ALONG DIM TRACK ROAD TO A
 BA0082'NORTH-SOUTH FENCE.  33 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK
 BA0082'ROAD, 41 FEET SOUTH OF THE CENTER LINE OF A GATE, 1 1/2 FEET EAST OF A
 BA0082'FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 BA0082'OF A CONCRETE POST PROJECTING 7 INCHES.
 BA0082
 BA0082                          STATION RECOVERY (1967)
 BA0082
 BA0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BA0082'MARK NOT FOUND.
 BA0082
 BA0082                          STATION RECOVERY (1976)
 BA0082
 BA0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0082'ABOUT 0.1 MI. SOUTH ALONG US HIGHWAY 385 FROM THE PERSIMMON GAP
 BA0082'RANGER STATION TO A GRADED DIRT ROAD, THENCE ABOUT 7.35 MI. NORTHWEST
 BA0082'ALONG THE GRADED DIRT ROAD TO THE GATE AND SIGN TO THE A. T. CAVNESS
 BA0082'RANCH, THENCE SOUTH ALONG THE FENCE 0.45 MI. TO A GATE AND DITCH, 41
 BA0082'FEET SOUTH OF THE CENTER OF THE GATE, 1 1/2 FEET EAST OF THE FENCE,
 BA0082'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BA0082
 BA0082                          STATION RECOVERY (2001)
 BA0082
 BA0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0082'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0106 ***********************************************************************
 BA0106  DESIGNATION -  T 741
 BA0106  PID         -  BA0106
 BA0106  STATE/COUNTY-  TX/BREWSTER
 BA0106  USGS QUAD   -  SOSA PEAK (1983)
 BA0106
 BA0106                         *CURRENT SURVEY CONTROL
 BA0106  ___________________________________________________________________
 BA0106* NAD 83(1986)-  29 49 14.     (N)    103 12 19.     (W)     SCALED    
 BA0106* NAVD 88     -       928.889  (meters)    3047.53   (feet)  ADJUSTED  
 BA0106  ___________________________________________________________________
 BA0106  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BA0106  DYNAMIC HT  -         927.406 (meters)    3042.66  (feet)  COMP
 BA0106  MODELED GRAV-     979,015.1   (mgal)                       NAVD 88
 BA0106
 BA0106  VERT ORDER  -  SECOND    CLASS 0
 BA0106
 BA0106.The horizontal coordinates were scaled from a topographic map and have
 BA0106.an estimated accuracy of +/- 6 seconds.
 BA0106
 BA0106.The orthometric height was determined by differential leveling
 BA0106.and adjusted by the National Geodetic Survey in June 1991..
 BA0106
 BA0106.The geoid height was determined by GEOID03.
 BA0106
 BA0106.The dynamic height is computed by dividing the NAVD 88
 BA0106.geopotential number by the normal gravity value computed on the
 BA0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0106.degrees latitude (g = 980.6199 gals.).
 BA0106
 BA0106.The modeled gravity was interpolated from observed gravity values.
 BA0106
 BA0106;                    North         East    Units  Estimated Accuracy
 BA0106;SPC TXSC     - 4,227,550.      193,650.      MT  (+/- 180 meters Scaled)
 BA0106
 BA0106                          SUPERSEDED SURVEY CONTROL
 BA0106
 BA0106  NGVD 29 (??/??/92)  928.530  (m)         3046.35   (f) ADJ UNCH    2 0
 BA0106
 BA0106.Superseded values are not recommended for survey control.
 BA0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0106.See file dsdata.txt to determine how the superseded data were derived.
 BA0106
 BA0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP734002(NAD 83)
 BA0106_MARKER: DB = BENCH MARK DISK
 BA0106_SETTING: 66 = SET IN ROCK OUTCROP
 BA0106_SP_SET: ROCK OUTCROP
 BA0106_STAMPING: T 741 1943
 BA0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0106+STABILITY: POSITION/ELEVATION WELL
 BA0106
 BA0106  HISTORY     - Date     Condition        Report By
 BA0106  HISTORY     - 1943     MONUMENTED       CGS
 BA0106  HISTORY     - 1966     GOOD             NGS
 BA0106  HISTORY     - 1976     GOOD             USGS
 BA0106  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0106
 BA0106                          STATION DESCRIPTION
 BA0106
 BA0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0106'11.5 MI N FROM PERSIMMON GAP.
 BA0106'ABOUT 11.5 MILES NORTH ALONG U.S. HIGHWAY 385 FROM PERSIMMON GAP
 BA0106'MONUMENT, IN THE TOP OF A SMALL ROCK OUTCROP PROJECTING 3 INCHES, 0.15
 BA0106'MILES SOUTHWEST OF A CURVE IN THE HIGHWAY, 53 FEET SOUTHWEST OF THE
 BA0106'SOUTHWEST HIGHWAY RIGHT OF WAY FENCE, AND 6 FEET ABOVE THE LEVEL OF
 BA0106'THE HIGHWAY.
 BA0106
 BA0106                          STATION RECOVERY (1976)
 BA0106
 BA0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0106'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BA0106'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
 BA0106
 BA0106                          STATION RECOVERY (2001)
 BA0106
 BA0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0106'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0153 ***********************************************************************
 BA0153  DESIGNATION -  T 742
 BA0153  PID         -  BA0153
 BA0153  STATE/COUNTY-  TX/BREWSTER
 BA0153  USGS QUAD   -  SAN VICENTE (1971)
 BA0153
 BA0153                         *CURRENT SURVEY CONTROL
 BA0153  ___________________________________________________________________
 BA0153* NAD 83(1986)-  29 09 12.     (N)    103 05 32.     (W)     SCALED    
 BA0153* NAVD 88     -       656.988  (meters)    2155.47   (feet)  ADJUSTED  
 BA0153  ___________________________________________________________________
 BA0153  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0153  DYNAMIC HT  -         655.947 (meters)    2152.05  (feet)  COMP
 BA0153  MODELED GRAV-     979,038.8   (mgal)                       NAVD 88
 BA0153
 BA0153  VERT ORDER  -  FIRST     CLASS II
 BA0153
 BA0153.The horizontal coordinates were scaled from a topographic map and have
 BA0153.an estimated accuracy of +/- 6 seconds.
 BA0153
 BA0153.The orthometric height was determined by differential leveling
 BA0153.and adjusted by the National Geodetic Survey in June 1991..
 BA0153
 BA0153.The geoid height was determined by GEOID03.
 BA0153
 BA0153.The dynamic height is computed by dividing the NAVD 88
 BA0153.geopotential number by the normal gravity value computed on the
 BA0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0153.degrees latitude (g = 980.6199 gals.).
 BA0153
 BA0153.The modeled gravity was interpolated from observed gravity values.
 BA0153
 BA0153;                    North         East    Units  Estimated Accuracy
 BA0153;SPC TXSC     - 4,153,260.      201,980.      MT  (+/- 180 meters Scaled)
 BA0153
 BA0153                          SUPERSEDED SURVEY CONTROL
 BA0153
 BA0153  NGVD 29 (??/??/92)  656.630  (m)         2154.29   (f) ADJ UNCH    1 2
 BA0153
 BA0153.Superseded values are not recommended for survey control.
 BA0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0153.See file dsdata.txt to determine how the superseded data were derived.
 BA0153
 BA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN855264(NAD 83)
 BA0153_MARKER: DB = BENCH MARK DISK
 BA0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0153_STAMPING: T 742 1943
 BA0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0153+STABILITY: SURFACE MOTION
 BA0153
 BA0153  HISTORY     - Date     Condition        Report By
 BA0153  HISTORY     - 1943     MONUMENTED       CGS
 BA0153  HISTORY     - 1967     GOOD             NGS
 BA0153
 BA0153                          STATION DESCRIPTION
 BA0153
 BA0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0153'24.2 MI S FROM PARK HEADQUARTERS.
 BA0153'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0153'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0153'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.4 MILES WEST ALONG
 BA0153'A DIRT ROAD, THENCE 3.3 MILE NORTHWEST ALONG ABANDONED ROAD, 39 FEET
 BA0153'SOUTH OF THE CENTERLINE OF THE ROAD, ON THE WEST SIDE OF A MESA, 1 1/2
 BA0153'FEET NORTH OF A WHITE WOODEN POST, 2 FEET ABOVE THE LEVEL OF THE ROAD,
 BA0153'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0156 ***********************************************************************
 BP0156  DESIGNATION -  T 743
 BP0156  PID         -  BP0156
 BP0156  STATE/COUNTY-  TX/BREWSTER
 BP0156  USGS QUAD   -  FRESNO CREEK (1968)
 BP0156
 BP0156                         *CURRENT SURVEY CONTROL
 BP0156  ___________________________________________________________________
 BP0156* NAD 83(1986)-  30 05 04.     (N)    102 40 29.     (W)     SCALED    
 BP0156* NAVD 88     -       955.801  (meters)    3135.82   (feet)  ADJUSTED  
 BP0156  ___________________________________________________________________
 BP0156  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BP0156  DYNAMIC HT  -         954.303 (meters)    3130.91  (feet)  COMP
 BP0156  MODELED GRAV-     979,042.9   (mgal)                       NAVD 88
 BP0156
 BP0156  VERT ORDER  -  FIRST     CLASS II
 BP0156
 BP0156.The horizontal coordinates were scaled from a topographic map and have
 BP0156.an estimated accuracy of +/- 6 seconds.
 BP0156
 BP0156.The orthometric height was determined by differential leveling
 BP0156.and adjusted by the National Geodetic Survey in June 1991..
 BP0156
 BP0156.The geoid height was determined by GEOID03.
 BP0156
 BP0156.The dynamic height is computed by dividing the NAVD 88
 BP0156.geopotential number by the normal gravity value computed on the
 BP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0156.degrees latitude (g = 980.6199 gals.).
 BP0156
 BP0156.The modeled gravity was interpolated from observed gravity values.
 BP0156
 BP0156;                    North         East    Units  Estimated Accuracy
 BP0156;SPC TXSC     - 4,255,050.      245,820.      MT  (+/- 180 meters Scaled)
 BP0156
 BP0156                          SUPERSEDED SURVEY CONTROL
 BP0156
 BP0156  NGVD 29 (??/??/92)  955.501  (m)         3134.84   (f) ADJ UNCH    1 2
 BP0156
 BP0156.Superseded values are not recommended for survey control.
 BP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0156.See file dsdata.txt to determine how the superseded data were derived.
 BP0156
 BP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP241304(NAD 83)
 BP0156_MARKER: DB = BENCH MARK DISK
 BP0156_SETTING: 66 = SET IN ROCK OUTCROP
 BP0156_SP_SET: LIMESTONE OUTCROP
 BP0156_STAMPING: T 743 1943
 BP0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0156+STABILITY: POSITION/ELEVATION WELL
 BP0156
 BP0156  HISTORY     - Date     Condition        Report By
 BP0156  HISTORY     - 1943     MONUMENTED       CGS
 BP0156  HISTORY     - 1958     GOOD             NGS
 BP0156
 BP0156                          STATION DESCRIPTION
 BP0156
 BP0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0156'7.8 MI S FROM LONGFELLOW.
 BP0156'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0156'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 6.8 MILES SOUTH ALONG
 BP0156'A DIRT ROAD.  IN THE TOP OF A LIMESTONE ROCK OUTCROP ON THE SOUTH SIDE
 BP0156'OF A WASH, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AT THE
 BP0156'CROSSING OF A WASH, 20 FEET SOUTH OF THE CENTER LINE OF THE WASH,
 BP0156'SURROUNDED BY A CIRCLE OF LOOSE ROCK, AND ABOUT 5 FEET ABOVE THE LEVEL
 BP0156'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0184 ***********************************************************************
 BB0184  DESIGNATION -  T 744
 BB0184  PID         -  BB0184
 BB0184  STATE/COUNTY-  TX/PRESIDIO
 BB0184  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0184
 BB0184                         *CURRENT SURVEY CONTROL
 BB0184  ___________________________________________________________________
 BB0184* NAD 83(1986)-  29 29 10.     (N)    104 00 57.     (W)     SCALED    
 BB0184* NAVD 88     -      1276.498  (meters)    4187.98   (feet)  ADJUSTED  
 BB0184  ___________________________________________________________________
 BB0184  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 BB0184  DYNAMIC HT  -        1274.348 (meters)    4180.92  (feet)  COMP
 BB0184  MODELED GRAV-     978,914.6   (mgal)                       NAVD 88
 BB0184
 BB0184  VERT ORDER  -  FIRST     CLASS II
 BB0184
 BB0184.The horizontal coordinates were scaled from a topographic map and have
 BB0184.an estimated accuracy of +/- 6 seconds.
 BB0184
 BB0184.The orthometric height was determined by differential leveling
 BB0184.and adjusted by the National Geodetic Survey in June 1991..
 BB0184
 BB0184.The geoid height was determined by GEOID03.
 BB0184
 BB0184.The dynamic height is computed by dividing the NAVD 88
 BB0184.geopotential number by the normal gravity value computed on the
 BB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0184.degrees latitude (g = 980.6199 gals.).
 BB0184
 BB0184.The modeled gravity was interpolated from observed gravity values.
 BB0184
 BB0184;                    North         East    Units  Estimated Accuracy
 BB0184;SPC TXSC     - 4,193,600.      113,780.      MT  (+/- 180 meters Scaled)
 BB0184
 BB0184                          SUPERSEDED SURVEY CONTROL
 BB0184
 BB0184  NGVD 29 (??/??/92) 1276.137  (m)         4186.79   (f) ADJ UNCH    1 2
 BB0184
 BB0184.Superseded values are not recommended for survey control.
 BB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0184.See file dsdata.txt to determine how the superseded data were derived.
 BB0184
 BB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN954622(NAD 83)
 BB0184_MARKER: DB = BENCH MARK DISK
 BB0184_SETTING: 80 = SET IN A BOULDER
 BB0184_SP_SET: BOULDER
 BB0184_STAMPING: T 744 1943
 BB0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0184+STABILITY: SURFACE MOTION
 BB0184
 BB0184  HISTORY     - Date     Condition        Report By
 BB0184  HISTORY     - 1943     MONUMENTED       CGS
 BB0184  HISTORY     - 1958     GOOD             NGS
 BB0184
 BB0184                          STATION DESCRIPTION
 BB0184
 BB0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0184'4.1 MI W FROM FOWLKES BROS RANCH.
 BB0184'ABOUT 4.1 MILES WEST ALONG A WINDING ROCKY TRAIL ROAD FROM THE FOWLKES
 BB0184'BROS. RANCH HOUSE, IN THE TOP OF THE SOUTHEAST EDGE OF A LARGE BOULDER
 BB0184'IN A WASH, 58 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.4
 BB0184'MILE EAST OF A CATTLE GUARD, ABOUT 0.1 MILE EAST OF A CURVE, 15 FEET
 BB0184'EAST OF A LARGE SQUARE BOULDER IN THE NORTH EDGE OF THE WASH, 2 FEET
 BB0184'NORTHWEST OF THE CENTER LINE OF THE WASH, AND ABOUT 4 1/2 FEET BELOW
 BB0184'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0002 ***********************************************************************
 BA0002  DESIGNATION -  T 745
 BA0002  PID         -  BA0002
 BA0002  STATE/COUNTY-  TX/BREWSTER
 BA0002  USGS QUAD   -  YELLOW HOUSE PEAK (1983)
 BA0002
 BA0002                         *CURRENT SURVEY CONTROL
 BA0002  ___________________________________________________________________
 BA0002* NAD 83(1986)-  29 48 48.     (N)    102 58 44.     (W)     SCALED    
 BA0002* NAVD 88     -       851.920  (meters)    2795.01   (feet)  ADJUSTED  
 BA0002  ___________________________________________________________________
 BA0002  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0002  DYNAMIC HT  -         850.582 (meters)    2790.62  (feet)  COMP
 BA0002  MODELED GRAV-     979,043.8   (mgal)                       NAVD 88
 BA0002
 BA0002  VERT ORDER  -  FIRST     CLASS II
 BA0002
 BA0002.The horizontal coordinates were scaled from a topographic map and have
 BA0002.an estimated accuracy of +/- 6 seconds.
 BA0002
 BA0002.The orthometric height was determined by differential leveling
 BA0002.and adjusted by the National Geodetic Survey in June 1991..
 BA0002
 BA0002.The geoid height was determined by GEOID03.
 BA0002
 BA0002.The dynamic height is computed by dividing the NAVD 88
 BA0002.geopotential number by the normal gravity value computed on the
 BA0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0002.degrees latitude (g = 980.6199 gals.).
 BA0002
 BA0002.The modeled gravity was interpolated from observed gravity values.
 BA0002
 BA0002;                    North         East    Units  Estimated Accuracy
 BA0002;SPC TXSC     - 4,225,980.      215,490.      MT  (+/- 180 meters Scaled)
 BA0002
 BA0002                          SUPERSEDED SURVEY CONTROL
 BA0002
 BA0002  NGVD 29 (??/??/92)  851.599  (m)         2793.95   (f) ADJ UNCH    1 2
 BA0002
 BA0002.Superseded values are not recommended for survey control.
 BA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0002.See file dsdata.txt to determine how the superseded data were derived.
 BA0002
 BA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN953998(NAD 83)
 BA0002_MARKER: DB = BENCH MARK DISK
 BA0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0002_STAMPING: T 745 1943
 BA0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0002+STABILITY: SURFACE MOTION
 BA0002
 BA0002  HISTORY     - Date     Condition        Report By
 BA0002  HISTORY     - 1943     MONUMENTED       CGS
 BA0002  HISTORY     - 1966     GOOD             NGS
 BA0002  HISTORY     - 1976     GOOD             USGS
 BA0002  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0002
 BA0002                          STATION DESCRIPTION
 BA0002
 BA0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0002'18.05 MI NE FROM PERSIMMON GAP.
 BA0002'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0002'PERSIMMON GAP, THENCE 11.75 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0002'0.1 MILES NORTH OF THE ROAD, 0.15 MILES EAST OF A DEEP GRAVEL WASH, AT
 BA0002'THE CREST OF A SMALL RISE, 28 FEET NORTH OF THE CENTERLINE OF THE OLD
 BA0002'ROAD BED, 196 FEET WEST OF THE CENTERLINE OF A SMALL WASH, 2 FEET
 BA0002'SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BA0002'POST PROJECTING 8 INCHES.
 BA0002
 BA0002                          STATION RECOVERY (1976)
 BA0002
 BA0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0002'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0002'OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO WEST ON
 BA0002'THE COUNTY ROAD FOR 4.0 MILES TO A TRACK SIDE ROAD RIGHT. TURN RIGHT
 BA0002'AND GO NORTH 0.05 MILE TO A TRACK ROAD LEFT. TURN LEFT AND GO WEST
 BA0002'FOR 0.15 MILES TO THE MARK ON THE RIGHT. IT IS ABOUT 800 FEET EAST OF
 BA0002'BEAR CREEK, 200 FEET WEST OF A SHALLOW WASH, ON THE HIGHEST POINT OF
 BA0002'THE SMALL RISE BETWEEN THE TWO WASHES, 30 FEET NORTH OF THE OLD ROAD
 BA0002'AND AT ABOUT THE SAME ELEVATION AS THE ROAD. IT IS A STANDARD DISK
 BA0002'SET IN THE TOP OF A SIX INCH SQUARE CONCRETE POST, PROJECTING 8
 BA0002'INCHES, STAMPED T 745 1943.
 BA0002
 BA0002                          STATION RECOVERY (2001)
 BA0002
 BA0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0002'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0128 ***********************************************************************
 BA0128  DESIGNATION -  T 746
 BA0128  PID         -  BA0128
 BA0128  STATE/COUNTY-  TX/BREWSTER
 BA0128  USGS QUAD   -  REED CAMP (1971)
 BA0128
 BA0128                         *CURRENT SURVEY CONTROL
 BA0128  ___________________________________________________________________
 BA0128* NAD 83(1986)-  29 04 25.     (N)    103 18 58.     (W)     SCALED    
 BA0128* NAVD 88     -       730.353  (meters)    2396.17   (feet)  ADJUSTED  
 BA0128  ___________________________________________________________________
 BA0128  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0128  DYNAMIC HT  -         729.170 (meters)    2392.29  (feet)  COMP
 BA0128  MODELED GRAV-     979,001.0   (mgal)                       NAVD 88
 BA0128
 BA0128  VERT ORDER  -  FIRST     CLASS II
 BA0128
 BA0128.The horizontal coordinates were scaled from a topographic map and have
 BA0128.an estimated accuracy of +/- 6 seconds.
 BA0128
 BA0128.The orthometric height was determined by differential leveling
 BA0128.and adjusted by the National Geodetic Survey in June 1991..
 BA0128
 BA0128.The geoid height was determined by GEOID03.
 BA0128
 BA0128.The dynamic height is computed by dividing the NAVD 88
 BA0128.geopotential number by the normal gravity value computed on the
 BA0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0128.degrees latitude (g = 980.6199 gals.).
 BA0128
 BA0128.The modeled gravity was interpolated from observed gravity values.
 BA0128
 BA0128;                    North         East    Units  Estimated Accuracy
 BA0128;SPC TXSC     - 4,145,210.      179,890.      MT  (+/- 180 meters Scaled)
 BA0128
 BA0128                          SUPERSEDED SURVEY CONTROL
 BA0128
 BA0128  NGVD 29 (??/??/92)  729.964  (m)         2394.89   (f) ADJ UNCH    1 2
 BA0128
 BA0128.Superseded values are not recommended for survey control.
 BA0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0128.See file dsdata.txt to determine how the superseded data were derived.
 BA0128
 BA0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN639173(NAD 83)
 BA0128_MARKER: DB = BENCH MARK DISK
 BA0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0128_STAMPING: T 746 1943
 BA0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0128+STABILITY: SURFACE MOTION
 BA0128
 BA0128  HISTORY     - Date     Condition        Report By
 BA0128  HISTORY     - 1943     MONUMENTED       CGS
 BA0128  HISTORY     - 1958     GOOD             NGS
 BA0128
 BA0128                          STATION DESCRIPTION
 BA0128
 BA0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0128'19.7 MI SE FROM CASTOLON.
 BA0128'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0128'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0128'1.4 MILES NORTH ALONG AN ABANDONED CANYON ROAD, THENCE 1.0 MILE NORTH
 BA0128'ALONG AN ABANDONED ROAD.  55 FEET NORTHEAST OF THE CENTER LINE OF THE
 BA0128'ROAD, ON THE OUTSIDE OF A CURVE, 31 FEET SOUTHWEST OF THE SOUTHWEST
 BA0128'BANK OF A CANYON, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 BA0128'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0128'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0033 ***********************************************************************
 BA0033  FBN         -  This is a Federal Base Network Control Station.
 BA0033  DESIGNATION -  T 747
 BA0033  PID         -  BA0033
 BA0033  STATE/COUNTY-  TX/BREWSTER
 BA0033  USGS QUAD   -  DAGGER FLAT (1971)
 BA0033
 BA0033                         *CURRENT SURVEY CONTROL
 BA0033  ___________________________________________________________________
 BA0033* NAD 83(1993)-  29 31 23.52510(N)    103 07 23.35841(W)     ADJUSTED  
 BA0033* NAVD 88     -       889.502  (meters)    2918.31   (feet)  ADJUSTED  
 BA0033  ___________________________________________________________________
 BA0033  X           -  -1,261,290.603 (meters)                     COMP
 BA0033  Y           -  -5,410,168.113 (meters)                     COMP
 BA0033  Z           -   3,124,920.518 (meters)                     COMP
 BA0033  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 BA0033  ELLIP HEIGHT-         867.96  (meters)          (05/01/00) GPS OBS
 BA0033  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BA0033  DYNAMIC HT  -         888.079 (meters)    2913.64  (feet)  COMP
 BA0033  MODELED GRAV-     979,012.9   (mgal)                       NAVD 88
 BA0033
 BA0033  HORZ ORDER  -  B
 BA0033  VERT ORDER  -  FIRST     CLASS II
 BA0033  ELLP ORDER  -  THIRD     CLASS I
 BA0033
 BA0033.The horizontal coordinates were established by GPS observations
 BA0033.and adjusted by the National Geodetic Survey in May 1994..
 BA0033
 BA0033.The orthometric height was determined by differential leveling
 BA0033.and adjusted by the National Geodetic Survey in June 1991..
 BA0033
 BA0033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BA0033
 BA0033.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0033
 BA0033.The ellipsoidal height was determined by GPS observations
 BA0033.and is referenced to NAD 83.
 BA0033
 BA0033.The geoid height was determined by GEOID03.
 BA0033
 BA0033.The dynamic height is computed by dividing the NAVD 88
 BA0033.geopotential number by the normal gravity value computed on the
 BA0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0033.degrees latitude (g = 980.6199 gals.).
 BA0033
 BA0033.The modeled gravity was interpolated from observed gravity values.
 BA0033
 BA0033;                    North         East     Units Scale Factor Converg.
 BA0033;SPC TXSC     - 4,194,326.678   200,419.431   MT  0.99986862   -2 01 11.9
 BA0033;SPC TXSC     -13,760,886.78    657,542.75   sFT  0.99986862   -2 01 11.9
 BA0033;UTM  13      - 3,267,422.502   681,893.254   MT  1.00000825   +0 55 30.4
 BA0033
 BA0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0033!SPC TXSC     -   0.99986370  x   0.99986862  =   0.99973234
 BA0033!UTM  13      -   0.99986370  x   1.00000825  =   0.99987195
 BA0033
 BA0033                          SUPERSEDED SURVEY CONTROL
 BA0033
 BA0033  ELLIP H (05/09/94)  868.04   (m)                       GP(       ) 4 2
 BA0033  NAVD 88 (05/09/94)  889.50   (m)         2918.3    (f) LEVELING    3  
 BA0033  NGVD 29 (??/??/92)  889.134  (m)         2917.10   (f) ADJ UNCH    1 2
 BA0033
 BA0033.Superseded values are not recommended for survey control.
 BA0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0033.See file dsdata.txt to determine how the superseded data were derived.
 BA0033
 BA0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN8189367423(NAD 83)
 BA0033_MARKER: DB = BENCH MARK DISK
 BA0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0033_SP_SET: SQUARE CONCRETE MONUMENT
 BA0033_STAMPING: T 747 1943
 BA0033_MARK LOGO: CGS   
 BA0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 BA0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0033+STABILITY: SURFACE MOTION
 BA0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BA0033+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1998
 BA0033
 BA0033  HISTORY     - Date     Condition        Report By
 BA0033  HISTORY     - 1943     MONUMENTED       CGS
 BA0033  HISTORY     - 1967     GOOD             NGS
 BA0033  HISTORY     - 19930222 GOOD             NGS
 BA0033  HISTORY     - 19980219 GOOD             NGS
 BA0033  HISTORY     - 20010331 GOOD             NGS
 BA0033
 BA0033                          STATION DESCRIPTION
 BA0033
 BA0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0033'10.85 MI S FROM PERSIMMON GAP.
 BA0033'ABOUT 10.85 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM THE TOP OF
 BA0033'PERSIMMON GAP, 73 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.3
 BA0033'MILES NORTH OF A GRAVEL WASH, ON THE NORTH SIDE OF A DRAW, 1 1/2 FEET
 BA0033'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 BA0033'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BA0033
 BA0033                          STATION RECOVERY (1993)
 BA0033
 BA0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BA0033'STATION IS LOCATED ABOUT 81.2 KM (50.45 MI) SOUTH OF MARATHON, IN BIG
 BA0033'BEND NATIONAL PARK, 15.9 KM (9.85 MI) SOUTH OF THE VISITORS CENTER ON
 BA0033'THE EXTENSION OF U.S. HIGHWAY 385, 21 KM (13.05 MI) NORTH OF PANTHER
 BA0033'JUNCTION (ENTRANCE TO THE PARK HEADQUARTERS), ALONG THE PARK ROAD, AT
 BA0033'MILE 15.9, AT THE SOUTH END OF A LONG STRAIGHT SECTION, IN A FLAT
 BA0033'PEBBLED AREA.  OWNERSHIP--U.S. GOVERNMENT, DEPARTMENT OF THE
 BA0033'INTERIOR. CONTACT PARK SUPERINTENDENT ROBERT L. ARMBERGER, PHONE
 BA0033'915-477-2251.
 BA0033'TO REACH FROM THE PARK ENTRANCE AT THE END OF U.S. HIGHWAY 385 COMING
 BA0033'FROM MARATHON, GO SOUTH ON THE PARK ROAD FOR 2.48 KM (1.55 MI) TO THE
 BA0033'VISITORS CENTER ON THE RIGHT.  CONTINUE AHEAD FOR 7.7 KM (4.80 MI) TO
 BA0033'THE CONCRETE BRIDGE OVER NINE POINT DRAW.  CONTINUE AHEAD FOR 8.18 KM
 BA0033'(5.10 MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING ROAD CURVE
 BA0033'LEFT.
 BA0033'STATION MARK IS SET IN THE TOP OF A 20 CM SQUARE CONCRETE POST
 BA0033'PROJECTING 15 CM ABOVE GROUND.  IT IS 25.0 M (82.0 FT) EAST OF AND
 BA0033'SLIGHTLY HIGHER THAN THE ROAD CENTER, 22.5 M (73.8 FT) ALONG THE ROAD
 BA0033'FROM THE NORTH END OF A CULVERT HEADWALL, 0.7 M (2.3 FT) NORTH OF A
 BA0033'FIBERGLASS WITNESS POST AND 0.7 M (2.3 FT) WEST OF A WOODEN WITNESS
 BA0033'POST.
 BA0033
 BA0033                          STATION RECOVERY (1998)
 BA0033
 BA0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BA0033'THE STATION IS LOCATED ABOUT 81.2 KM (50.45 MI) SOUTH OF MARATHON, IN
 BA0033'BIG BEND NATIONAL PARK, 15.9 KM (9.85 MI) SOUTH OF THE VISITORS CENTER
 BA0033'ON THE EXTENSION OF U.S. HIGHWAY 385, 21 KM (13.05 MI) NORTH OF
 BA0033'PANTHER JUNCTION (ENTRANCE TO THE PARK HEADQUARTERS) , ALONG THE EAST
 BA0033'SIDE OF THE PARK ROAD AT MILE 15.9, 0.16 KM (0.10 MI) SOUTH OF
 BA0033'MILEPOST 16.  OWNERSHIP--U.S. GOVERNMENT, DEPARTMENT OF THE INTERIOR.
 BA0033'CONTACT PARK SUPERINTENDENT ROBERT L. ARMBERGER, PHONE 915-477-2251.
 BA0033'TO REACH THE STATION FROM THE NORTH PARK ENTRANCE AT THE SOUTH END OF
 BA0033'U.S. HIGHWAY 385 AND THE BEGINING OF THE PARK ROAD ABOUT 62.7 KM
 BA0033'(38.95 MI) SOUTH OF MARATHON, GO SOUTH, FOR 2.41 KM (1.50 MI) ALONG
 BA0033'THE PARK ROAD TO THE VISITORS CENTER ON THE RIGHT. CONTINUE SOUTHERLY,
 BA0033'FOR 7.96 KM (4.95 MI) TO THE CONCRETE BRIDGE OVER NINE POINT DRAW.
 BA0033'CONTINUE SOUTHERLY, FOR 8.77 KM (5.45 MI) TO THE STATION ON THE LEFT,
 BA0033'JUST BEFORE A CURVE TO THE LEFT.  STATION IS 29.2 M (95.8 FT)
 BA0033'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE TRIPLE CULVERT
 BA0033'HEADWALL, 24.9 M (81.7 FT) EAST OF THE ROAD CENTER, 0.7 M (2.3 FT)
 BA0033'WEST OF A 3X3-INCH WOODEN POST, 0.6 M (2.0 FT) NORTH OF A FIBERGLASS
 BA0033'WITNESS POST, AND THE MONUMENT IS ABOUT 0.2 M (0.7 FT) ABOVE THE ROAD
 BA0033'LEVEL AND PROJECTING ABOUT 15-CM ABOVE THE GROUND SURFACE.  BY R.G.
 BA0033'HAYES
 BA0033
 BA0033                          STATION RECOVERY (2001)
 BA0033
 BA0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0033'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0018 ***********************************************************************
 BA0018  DESIGNATION -  T 748
 BA0018  PID         -  BA0018
 BA0018  STATE/COUNTY-  TX/BREWSTER
 BA0018  USGS QUAD   -  PINE MOUNTAIN EAST (1983)
 BA0018
 BA0018                         *CURRENT SURVEY CONTROL
 BA0018  ___________________________________________________________________
 BA0018* NAD 83(1986)-  29 53 08.     (N)    102 46 30.     (W)     SCALED    
 BA0018* NAVD 88     -       921.303  (meters)    3022.64   (feet)  ADJUSTED  
 BA0018  ___________________________________________________________________
 BA0018  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BA0018  DYNAMIC HT  -         919.858 (meters)    3017.90  (feet)  COMP
 BA0018  MODELED GRAV-     979,042.5   (mgal)                       NAVD 88
 BA0018
 BA0018  VERT ORDER  -  FIRST     CLASS II
 BA0018
 BA0018.The horizontal coordinates were scaled from a topographic map and have
 BA0018.an estimated accuracy of +/- 6 seconds.
 BA0018
 BA0018.The orthometric height was determined by differential leveling
 BA0018.and adjusted by the National Geodetic Survey in June 1991..
 BA0018
 BA0018.The geoid height was determined by GEOID03.
 BA0018
 BA0018.The dynamic height is computed by dividing the NAVD 88
 BA0018.geopotential number by the normal gravity value computed on the
 BA0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0018.degrees latitude (g = 980.6199 gals.).
 BA0018
 BA0018.The modeled gravity was interpolated from observed gravity values.
 BA0018
 BA0018;                    North         East    Units  Estimated Accuracy
 BA0018;SPC TXSC     - 4,233,330.      235,440.      MT  (+/- 180 meters Scaled)
 BA0018
 BA0018                          SUPERSEDED SURVEY CONTROL
 BA0018
 BA0018  NGVD 29 (??/??/92)  920.988  (m)         3021.61   (f) ADJ UNCH    1 2
 BA0018
 BA0018.Superseded values are not recommended for survey control.
 BA0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0018.See file dsdata.txt to determine how the superseded data were derived.
 BA0018
 BA0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP148081(NAD 83)
 BA0018_MARKER: DB = BENCH MARK DISK
 BA0018_SETTING: 66 = SET IN ROCK OUTCROP
 BA0018_SP_SET: ROCK OUTCROP
 BA0018_STAMPING: T 748 1943
 BA0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0018+STABILITY: POSITION/ELEVATION WELL
 BA0018
 BA0018  HISTORY     - Date     Condition        Report By
 BA0018  HISTORY     - 1943     MONUMENTED       CGS
 BA0018  HISTORY     - 1958     GOOD             NGS
 BA0018  HISTORY     - 1976     GOOD             USGS
 BA0018
 BA0018                          STATION DESCRIPTION
 BA0018
 BA0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0018'8.25 MI SW FROM SLAUGHTER RANCH HDQ.
 BA0018'ABOUT 6.25 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE SLAUGHTER RANCH
 BA0018'HDQ., THENCE 2.0 MILES SOUTH ALONG A TRAIL ROAD.  IN THE TOP OF A FLAT
 BA0018'LIMESTONE ROCK OUTCROP FLUSH WITH THE GROUND, 10 FEET WEST OF THE
 BA0018'CENTER LINE OF THE ROAD, 24 FEET EAST OF THE CENTER LINE OF THE OLD
 BA0018'ROAD, ABOUT 0.4 MILE NORTH OF A WINDMILL, ON THE SOUTHEAST SLOPE OF A
 BA0018'HILL, AND ABOUT LEVEL WITH THE ROAD.
 BA0018
 BA0018                          STATION RECOVERY (1976)
 BA0018
 BA0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0018'TO REACH FROM THE DOVE MTN RANCH (34 MI AIRLINE SE OF MARATHON), GO
 BA0018'4.2 MI E ON COUNTY RD TO GRADED RD LEFT, GO 6.1 MI NE ON GRADED RD TO
 BA0018'DIM FORK LEFT ON THE N SIDE OF AN E-W FENCE, GO 0.8 MI N ON DIM TRACK
 BA0018'TO THE MARK IN THE Y WHERE THE OLD TRACK DIVIDES. ON SE SLOPE OF HILL
 BA0018'0.4 MI N OF WM, 1700 FT S OF AN E-W FENCE WHICH HAS CLOSED THE OLD
 BA0018'RD. 10 FT W OF THE E TRACK, IN A LIMESTONE OUTCROP FLUSH WITH THE
 BA0018'GRD. A STD DISK SET IN A DRILL HOLE STAMPED T 748 1943 NOTE-- BM U
 BA0018'748 IS 0.9 MI N BUT MUST BE REACHED FROM THE SLAUGHTER RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0203 ***********************************************************************
 BA0203  DESIGNATION -  T 749
 BA0203  PID         -  BA0203
 BA0203  STATE/COUNTY-  TX/PRESIDIO
 BA0203  USGS QUAD   -  LAJITAS (1971)
 BA0203
 BA0203                         *CURRENT SURVEY CONTROL
 BA0203  ___________________________________________________________________
 BA0203* NAD 83(1986)-  29 20 58.     (N)    103 50 11.     (W)     SCALED    
 BA0203* NAVD 88     -       862.226  (meters)    2828.82   (feet)  POSTED    
 BA0203  ___________________________________________________________________
 BA0203  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BA0203  DYNAMIC HT  -         860.820 (meters)    2824.21  (feet)  COMP
 BA0203  MODELED GRAV-     978,987.6   (mgal)                       NAVD 88
 BA0203
 BA0203  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0203
 BA0203.The horizontal coordinates were scaled from a topographic map and have
 BA0203.an estimated accuracy of +/- 6 seconds.
 BA0203
 BA0203.The orthometric height was determined by differential leveling
 BA0203.and adjusted by the National Geodetic Survey in 1992..
 BA0203.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0203.rate of 4.1 thru 8.0 mm/km.
 BA0203
 BA0203.The geoid height was determined by GEOID03.
 BA0203
 BA0203.The dynamic height is computed by dividing the NAVD 88
 BA0203.geopotential number by the normal gravity value computed on the
 BA0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0203.degrees latitude (g = 980.6199 gals.).
 BA0203
 BA0203.The modeled gravity was interpolated from observed gravity values.
 BA0203
 BA0203;                    North         East    Units  Estimated Accuracy
 BA0203;SPC TXSC     - 4,177,730.      130,540.      MT  (+/- 180 meters Scaled)
 BA0203
 BA0203                          SUPERSEDED SURVEY CONTROL
 BA0203
 BA0203  NGVD 29 (??/??/92)  861.867  (m)         2827.64   (f) ADJ UNCH    1 2
 BA0203
 BA0203.Superseded values are not recommended for survey control.
 BA0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0203.See file dsdata.txt to determine how the superseded data were derived.
 BA0203
 BA0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN129472(NAD 83)
 BA0203_MARKER: DB = BENCH MARK DISK
 BA0203_SETTING: 80 = SET IN A BOULDER
 BA0203_SP_SET: BOULDER
 BA0203_STAMPING: T 749 1943
 BA0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0203+STABILITY: SURFACE MOTION
 BA0203
 BA0203  HISTORY     - Date     Condition        Report By
 BA0203  HISTORY     - 1943     MONUMENTED       CGS
 BA0203  HISTORY     - 1958     GOOD             NGS
 BA0203
 BA0203                          STATION DESCRIPTION
 BA0203
 BA0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0203'1.6 MI W FROM FRESNO MINE OFFICE.
 BA0203'ABOUT 0.9 MILE WEST ALONG A GRADED DIRT ROAD FROM THE FRESNO MINE
 BA0203'OFFICE, THENCE 0.7 MILE WEST ALONG A DIM TRACK ROAD.  IN THE TOP OF A
 BA0203'SMALL BOULDER PROJECTING 1 1/2 FEET, 54 FEET SOUTH OF THE CENTER LINE
 BA0203'OF THE ROAD, ON THE WEST BANK OF FRESNO CREEK, AND ABOUT 3 FEET ABOVE
 BA0203'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0519 ***********************************************************************
 CA0519  DESIGNATION -  T 75
 CA0519  PID         -  CA0519
 CA0519  STATE/COUNTY-  TX/MCCULLOCH
 CA0519  USGS QUAD   -  BRADY NORTH (1987)
 CA0519
 CA0519                         *CURRENT SURVEY CONTROL
 CA0519  ___________________________________________________________________
 CA0519* NAD 83(1986)-  31 10 34.     (N)    099 15 16.     (W)     SCALED    
 CA0519* NAVD 88     -       527.182  (meters)    1729.60   (feet)  POSTED    
 CA0519  ___________________________________________________________________
 CA0519  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CA0519  DYNAMIC HT  -         526.470 (meters)    1727.26  (feet)  COMP
 CA0519  MODELED GRAV-     979,276.1   (mgal)                       NAVD 88
 CA0519
 CA0519  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CA0519
 CA0519.The horizontal coordinates were scaled from a topographic map and have
 CA0519.an estimated accuracy of +/- 6 seconds.
 CA0519
 CA0519.The orthometric height was determined by differential leveling
 CA0519.and adjusted by the National Geodetic Survey in 1992..
 CA0519.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CA0519.rate of 2.1 thru 3.0 mm/km.
 CA0519
 CA0519.The geoid height was determined by GEOID03.
 CA0519
 CA0519.The dynamic height is computed by dividing the NAVD 88
 CA0519.geopotential number by the normal gravity value computed on the
 CA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0519.degrees latitude (g = 980.6199 gals.).
 CA0519
 CA0519.The modeled gravity was interpolated from observed gravity values.
 CA0519
 CA0519;                    North         East    Units  Estimated Accuracy
 CA0519;SPC TX C     - 3,167,830.      802,840.      MT  (+/- 180 meters Scaled)
 CA0519
 CA0519                          SUPERSEDED SURVEY CONTROL
 CA0519
 CA0519  NGVD 29 (??/??/92)  527.102  (m)         1729.33   (f) ADJ UNCH    1 2
 CA0519
 CA0519.Superseded values are not recommended for survey control.
 CA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0519.See file dsdata.txt to determine how the superseded data were derived.
 CA0519
 CA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV757491(NAD 83)
 CA0519_MARKER: DB = BENCH MARK DISK
 CA0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0519_STAMPING: 1729.334 T 75 1931
 CA0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0519+STABILITY: SURFACE MOTION
 CA0519
 CA0519  HISTORY     - Date     Condition        Report By
 CA0519  HISTORY     - 1931     MONUMENTED       CGS
 CA0519  HISTORY     - 1960     GOOD             NGS
 CA0519  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0519
 CA0519                          STATION DESCRIPTION
 CA0519
 CA0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CA0519'4.0 MI SW FROM ROCHELLE.
 CA0519'4.0 MILES SOUTHWEST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 CA0519'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 CA0519'ROCHELLE, MCCULLOCH COUNTY, AT A PRIVATE ROAD CROSSING, 115 FEET EAST
 CA0519'OF U. S. HIGHWAY 190, 35 FEET EAST OF THE TRACK, 10 FEET NORTH OF THE
 CA0519'ROAD, AND 10 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED 1729.334
 CA0519'T 75 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 CA0519'ABOVE GROUND.
 CA0519
 CA0519                          STATION RECOVERY (1981)
 CA0519
 CA0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0519'THE POST WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0229 ***********************************************************************
 BA0229  DESIGNATION -  T 750
 BA0229  PID         -  BA0229
 BA0229  STATE/COUNTY-  TX/BREWSTER
 BA0229  USGS QUAD   -  CASTOLON (1971)
 BA0229
 BA0229                         *CURRENT SURVEY CONTROL
 BA0229  ___________________________________________________________________
 BA0229* NAD 83(1986)-  29 12 47.     (N)    103 33 16.     (W)     SCALED    
 BA0229* NAVD 88     -       713.929  (meters)    2342.28   (feet)  ADJUSTED  
 BA0229  ___________________________________________________________________
 BA0229  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BA0229  DYNAMIC HT  -         712.778 (meters)    2338.51  (feet)  COMP
 BA0229  MODELED GRAV-     979,009.4   (mgal)                       NAVD 88
 BA0229
 BA0229  VERT ORDER  -  FIRST     CLASS II
 BA0229
 BA0229.The horizontal coordinates were scaled from a topographic map and have
 BA0229.an estimated accuracy of +/- 6 seconds.
 BA0229
 BA0229.The orthometric height was determined by differential leveling
 BA0229.and adjusted by the National Geodetic Survey in June 1991..
 BA0229
 BA0229.The geoid height was determined by GEOID03.
 BA0229
 BA0229.The dynamic height is computed by dividing the NAVD 88
 BA0229.geopotential number by the normal gravity value computed on the
 BA0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0229.degrees latitude (g = 980.6199 gals.).
 BA0229
 BA0229.The modeled gravity was interpolated from observed gravity values.
 BA0229
 BA0229;                    North         East    Units  Estimated Accuracy
 BA0229;SPC TXSC     - 4,161,530.      157,300.      MT  (+/- 180 meters Scaled)
 BA0229
 BA0229                          SUPERSEDED SURVEY CONTROL
 BA0229
 BA0229  NGVD 29 (??/??/92)  713.511  (m)         2340.91   (f) ADJ UNCH    1 2
 BA0229
 BA0229.Superseded values are not recommended for survey control.
 BA0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0229.See file dsdata.txt to determine how the superseded data were derived.
 BA0229
 BA0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN405324(NAD 83)
 BA0229_MARKER: DB = BENCH MARK DISK
 BA0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0229_STAMPING: T 750 1943
 BA0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0229+STABILITY: SURFACE MOTION
 BA0229
 BA0229  HISTORY     - Date     Condition        Report By
 BA0229  HISTORY     - 1943     MONUMENTED       CGS
 BA0229  HISTORY     - 1958     GOOD             NGS
 BA0229
 BA0229                          STATION DESCRIPTION
 BA0229
 BA0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0229'7.75 MI NW FROM CASTOLON.
 BA0229'ABOUT 7.6 MILES NORTHWEST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0229'OFFICE AT CASTOLON, THENCE 0.15 MILE SOUTHWEST ALONG A GRADED DIRT
 BA0229'ROAD.  232 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 61 FEET
 BA0229'SOUTHWEST OF THE CENTER LINE OF THE OLD ABANDONED ROAD, 2 FEET
 BA0229'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BA0229'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0039 ***********************************************************************
 AW0039  DESIGNATION -  T 751
 AW0039  PID         -  AW0039
 AW0039  STATE/COUNTY-  TX/BRAZORIA
 AW0039  USGS QUAD   -  DANBURY (1974)
 AW0039
 AW0039                         *CURRENT SURVEY CONTROL
 AW0039  ___________________________________________________________________
 AW0039* NAD 83(1986)-  29 08 18.     (N)    095 15 17.     (W)     SCALED    
 AW0039* NAVD 88     -         2.01   (+/-2cm)       6.6    (feet)  VERTCON   
 AW0039  ___________________________________________________________________
 AW0039  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0039
 AW0039  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0039
 AW0039.The horizontal coordinates were scaled from a topographic map and have
 AW0039.an estimated accuracy of +/- 6 seconds.
 AW0039
 AW0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0039.The vertical order pertains to the NGVD 29 superseded value.
 AW0039
 AW0039.The geoid height was determined by GEOID03.
 AW0039
 AW0039;                    North         East    Units  Estimated Accuracy
 AW0039;SPC TXSC     - 4,150,460.      964,340.      MT  (+/- 180 meters Scaled)
 AW0039
 AW0039                          SUPERSEDED SURVEY CONTROL
 AW0039
 AW0039  NGVD 29 (??/??/92)    2.014  (m)            6.61   (f) ADJ UNCH    1 1
 AW0039
 AW0039.Superseded values are not recommended for survey control.
 AW0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0039.See file dsdata.txt to determine how the superseded data were derived.
 AW0039
 AW0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN806254(NAD 83)
 AW0039_MARKER: DB = BENCH MARK DISK
 AW0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0039_STAMPING: T 751 1942
 AW0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0039+STABILITY: SURFACE MOTION
 AW0039
 AW0039  HISTORY     - Date     Condition        Report By
 AW0039  HISTORY     - 1942     MONUMENTED       CGS
 AW0039  HISTORY     - 1973     GOOD             NGS
 AW0039  HISTORY     - 1978     GOOD             NGS
 AW0039  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0039  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0039
 AW0039                          STATION DESCRIPTION
 AW0039
 AW0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0039'15.95 MI NE FROM FREEPORT.
 AW0039'6.8  MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0039'BOULEVARD AT FREEPORT, THENCE 9.15 MILES NORTHEAST ALONG COUNTY ROAD
 AW0039'227, 8.85 MILES SOUTHEAST OF DANBURY, 0.4 MILE SOUTHEAST OF THE
 AW0039'JUNCTION OF COUNTY ROAD 208, 0.15 MILE NORTHWEST OF A CULVERT, 31 FEET
 AW0039'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET NORTHWEST OF A
 AW0039'POWER POLE, 4.0 FEET NORTHEAST OF A FENCE, 1.2 FEET SOUTHEAST OF A
 AW0039'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW0039'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW0039
 AW0039                          STATION RECOVERY (1978)
 AW0039
 AW0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0039'RECOVERED IN GOOD CONDITION.
 AW0039
 AW0039                          STATION RECOVERY (1987)
 AW0039
 AW0039'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0039'MARK NOT FOUND.
 AW0039
 AW0039                          STATION RECOVERY (1990)
 AW0039
 AW0039'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1197 ***********************************************************************
 AW1197  DESIGNATION -  T 754
 AW1197  PID         -  AW1197
 AW1197  STATE/COUNTY-  TX/BRAZORIA
 AW1197  USGS QUAD   -  SWEENY (1972)
 AW1197
 AW1197                         *CURRENT SURVEY CONTROL
 AW1197  ___________________________________________________________________
 AW1197* NAD 83(1986)-  29 02 17.     (N)    095 41 22.     (W)     SCALED    
 AW1197* NAVD 88     -         9.61   (+/-2cm)      31.5    (feet)  VERTCON   
 AW1197  ___________________________________________________________________
 AW1197  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AW1197
 AW1197  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1197
 AW1197.The horizontal coordinates were scaled from a topographic map and have
 AW1197.an estimated accuracy of +/- 6 seconds.
 AW1197
 AW1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1197.The vertical order pertains to the NGVD 29 superseded value.
 AW1197
 AW1197.The geoid height was determined by GEOID03.
 AW1197
 AW1197;                    North         East    Units  Estimated Accuracy
 AW1197;SPC TXSC     - 4,138,080.      922,380.      MT  (+/- 180 meters Scaled)
 AW1197
 AW1197                          SUPERSEDED SURVEY CONTROL
 AW1197
 AW1197  NGVD 29 (??/??/92)    9.630  (m)           31.59   (f) ADJ UNCH    1 1
 AW1197
 AW1197.Superseded values are not recommended for survey control.
 AW1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1197.See file dsdata.txt to determine how the superseded data were derived.
 AW1197
 AW1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN380151(NAD 83)
 AW1197_MARKER: DB = BENCH MARK DISK
 AW1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1197_STAMPING: T 754 1943
 AW1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1197+STABILITY: SURFACE MOTION
 AW1197
 AW1197  HISTORY     - Date     Condition        Report By
 AW1197  HISTORY     - 1943     MONUMENTED       CGS
 AW1197  HISTORY     - 1972     GOOD             NGS
 AW1197  HISTORY     - 1978     GOOD             NGS
 AW1197  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1197
 AW1197                          STATION DESCRIPTION
 AW1197
 AW1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1197'0.5 MI E FROM SWEENY.
 AW1197'0.5 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW1197'SWEENY, 0.15 MILE EAST OF THE CROSSING OF A PAVED ROAD, 2 1/2 POLES
 AW1197'EAST OF BRIDGE 301.3, 76.0 FEET NORTH OF THE NORTH RAIL, 40 FEET NORTH
 AW1197'OF MILEPOLE 301-10, 1.5 FEET NORTH OF A FENCE, 0.6 FOOT SOUTH OF A
 AW1197'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 AW1197'FOOT ABOVE THE GROUND.
 AW1197
 AW1197                          STATION RECOVERY (1978)
 AW1197
 AW1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1197'RECOVERED IN GOOD CONDITION.
 AW1197
 AW1197                          STATION RECOVERY (1988)
 AW1197
 AW1197'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0173 ***********************************************************************
 AM0173  DESIGNATION -  T 755
 AM0173  PID         -  AM0173
 AM0173  STATE/COUNTY-  TX/MATAGORDA
 AM0173  USGS QUAD   -  BAY CITY (1972)
 AM0173
 AM0173                         *CURRENT SURVEY CONTROL
 AM0173  ___________________________________________________________________
 AM0173* NAD 83(1986)-  28 52 35.     (N)    095 56 34.     (W)     SCALED    
 AM0173* NAVD 88     -         9.44   (+/-2cm)      31.0    (feet)  VERTCON   
 AM0173  ___________________________________________________________________
 AM0173  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AM0173
 AM0173  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0173
 AM0173.The horizontal coordinates were scaled from a topographic map and have
 AM0173.an estimated accuracy of +/- 6 seconds.
 AM0173
 AM0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0173.The vertical order pertains to the NGVD 29 superseded value.
 AM0173
 AM0173.The geoid height was determined by GEOID03.
 AM0173
 AM0173;                    North         East    Units  Estimated Accuracy
 AM0173;SPC TXSC     - 4,119,500.      898,180.      MT  (+/- 180 meters Scaled)
 AM0173
 AM0173                          SUPERSEDED SURVEY CONTROL
 AM0173
 AM0173  NGVD 29 (??/??/92)    9.481  (m)           31.11   (f) ADJ UNCH    1 2
 AM0173
 AM0173.Superseded values are not recommended for survey control.
 AM0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0173.See file dsdata.txt to determine how the superseded data were derived.
 AM0173
 AM0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM129978(NAD 83)
 AM0173_MARKER: DB = BENCH MARK DISK
 AM0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0173_STAMPING: T 755 1941
 AM0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0173+STABILITY: SURFACE MOTION
 AM0173
 AM0173  HISTORY     - Date     Condition        Report By
 AM0173  HISTORY     - 1941     MONUMENTED       CGS
 AM0173  HISTORY     - 1951     GOOD             NGS
 AM0173  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0173
 AM0173                          STATION DESCRIPTION
 AM0173
 AM0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0173'3.0 MI N FROM WADSWORTH.
 AM0173'3.0 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0173'THE STATION AT WADSWORTH, 10 POLES NORTH OF MILEPOST 77, 388 FEET
 AM0173'NORTH OF AN IRRIGATION DITCH UNDER THE RAILROAD, 216 FEET NORTHWEST OF
 AM0173'AND ACROSS THE TRACK FROM A FENCE CORNER, 42 FEET WEST OF THE WEST
 AM0173'RAIL, 1.5 FEET EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN
 AM0173'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AM0173
 AM0173                          STATION RECOVERY (1978)
 AM0173
 AM0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0173'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4349 ***********************************************************************
 AW4349  DESIGNATION -  T 756
 AW4349  PID         -  AW4349
 AW4349  STATE/COUNTY-  TX/BRAZORIA
 AW4349  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4349
 AW4349                         *CURRENT SURVEY CONTROL
 AW4349  ___________________________________________________________________
 AW4349* NAD 83(1986)-  29 08 18.     (N)    095 39 11.     (W)     SCALED    
 AW4349* NAVD 88     -        10.52   (+/-2cm)      34.5    (feet)  VERTCON   
 AW4349  ___________________________________________________________________
 AW4349  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW4349
 AW4349  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4349
 AW4349.The horizontal coordinates were scaled from a topographic map and have
 AW4349.an estimated accuracy of +/- 6 seconds.
 AW4349
 AW4349.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4349.The vertical order pertains to the NGVD 29 superseded value.
 AW4349
 AW4349.The geoid height was determined by GEOID03.
 AW4349
 AW4349;                    North         East    Units  Estimated Accuracy
 AW4349;SPC TXSC     - 4,149,290.      925,600.      MT  (+/- 180 meters Scaled)
 AW4349
 AW4349                          SUPERSEDED SURVEY CONTROL
 AW4349
 AW4349  NGVD 29 (??/??/92)   10.54   (m)           34.6    (f) COMPUTED    2 0
 AW4349
 AW4349.Superseded values are not recommended for survey control.
 AW4349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4349.See file dsdata.txt to determine how the superseded data were derived.
 AW4349
 AW4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN418262(NAD 83)
 AW4349_MARKER: DB = BENCH MARK DISK
 AW4349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4349_SP_SET: CULVERT
 AW4349_STAMPING: T 756 1943
 AW4349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4349
 AW4349  HISTORY     - Date     Condition        Report By
 AW4349  HISTORY     - 1943     MONUMENTED       CGS
 AW4349
 AW4349                          STATION DESCRIPTION
 AW4349
 AW4349'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4349'IN WEST COLUMBIA.
 AW4349'BENCH MARK IS ALONG STATE HIGHWAY NO. 35, NEAR THE INTERSECTION OF
 AW4349'STATE HIGHWAY NO. 35 AND STATE HIGHWAY NO. 36.  IT IS ABOUT 0.7 MILE
 AW4349'SOUTHWEST OF THE CITY WATER TANK AT WEST COLUMBIA, 184.0 FEET
 AW4349'NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE TWO HIGHWAYS, 70.0
 AW4349'FEET SOUTHWEST OF THE DRIVEWAY TO A SERVICE STATION, 17.0 FEET
 AW4349'NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AW4349'HIGHWAY (NO. 35) AND IS SET HORIZONTALLY IN THE SOUTHWEST END OF THE
 AW4349'NORTHWEST HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4350 ***********************************************************************
 AW4350  DESIGNATION -  T 756 RESET 1951
 AW4350  PID         -  AW4350
 AW4350  STATE/COUNTY-  TX/BRAZORIA
 AW4350  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4350
 AW4350                         *CURRENT SURVEY CONTROL
 AW4350  ___________________________________________________________________
 AW4350* NAD 83(1986)-  29 08 19.     (N)    095 39 11.     (W)     SCALED    
 AW4350* NAVD 88     -        10.04   (+/-2cm)      32.9    (feet)  VERTCON   
 AW4350  ___________________________________________________________________
 AW4350  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW4350
 AW4350  VERT ORDER  -  THIRD (See Below)
 AW4350
 AW4350.The horizontal coordinates were scaled from a topographic map and have
 AW4350.an estimated accuracy of +/- 6 seconds.
 AW4350
 AW4350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4350.The vertical order pertains to the NGVD 29 superseded value.
 AW4350
 AW4350.The geoid height was determined by GEOID03.
 AW4350
 AW4350;                    North         East    Units  Estimated Accuracy
 AW4350;SPC TXSC     - 4,149,320.      925,600.      MT  (+/- 180 meters Scaled)
 AW4350
 AW4350                          SUPERSEDED SURVEY CONTROL
 AW4350
 AW4350  NGVD 29 (01/29/03)   10.05   (m)           33.0    (f) RESET       3  
 AW4350
 AW4350.Superseded values are not recommended for survey control.
 AW4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4350.See file dsdata.txt to determine how the superseded data were derived.
 AW4350
 AW4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN418262(NAD 83)
 AW4350_MARKER: DB = BENCH MARK DISK
 AW4350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4350_SP_SET: CULVERT
 AW4350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4350
 AW4350  HISTORY     - Date     Condition        Report By
 AW4350  HISTORY     - 1951     MONUMENTED       TXHD
 AW4350  HISTORY     - 1951     GOOD             TXHD
 AW4350
 AW4350                          STATION DESCRIPTION
 AW4350
 AW4350'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AW4350'0.7 MI SW FROM WEST COLUMBIA.
 AW4350'0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE CITY WATER TANK AT
 AW4350'WEST COLUMBIA, BRAZORIA COUNTY, 184 FEET NORTHEAST OF THE CENTER OF
 AW4350'THE INTERSECTION OF STATE HIGHWAY 36, 26 FEET NORTHWEST OF THE
 AW4350'CENTERLINE OF STATE HIGHWAY 35, AT A 36-INCH CONCRETE-PIPE CULVERT
 AW4350'UNDER THE HIGHWAY, IN THE NORTHWEST CURB AT THE CENTER OF AN INLET,
 AW4350'AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4288 ***********************************************************************
 AW4288  DESIGNATION -  T 757
 AW4288  PID         -  AW4288
 AW4288  STATE/COUNTY-  TX/MATAGORDA
 AW4288  USGS QUAD   -  ASHWOOD (1980)
 AW4288
 AW4288                         *CURRENT SURVEY CONTROL
 AW4288  ___________________________________________________________________
 AW4288* NAD 83(1986)-  29 06 17.     (N)    095 52 19.     (W)     SCALED    
 AW4288* NAVD 88     -        16.57   (+/-2cm)      54.4    (feet)  VERTCON   
 AW4288  ___________________________________________________________________
 AW4288  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW4288
 AW4288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4288
 AW4288.The horizontal coordinates were scaled from a topographic map and have
 AW4288.an estimated accuracy of +/- 6 seconds.
 AW4288
 AW4288.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4288.The vertical order pertains to the NGVD 29 superseded value.
 AW4288
 AW4288.The geoid height was determined by GEOID03.
 AW4288
 AW4288;                    North         East    Units  Estimated Accuracy
 AW4288;SPC TXSC     - 4,144,980.      904,410.      MT  (+/- 180 meters Scaled)
 AW4288
 AW4288                          SUPERSEDED SURVEY CONTROL
 AW4288
 AW4288  NGVD 29 (??/??/92)   16.586  (m)           54.42   (f) ADJ UNCH    2 0
 AW4288
 AW4288.Superseded values are not recommended for survey control.
 AW4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4288.See file dsdata.txt to determine how the superseded data were derived.
 AW4288
 AW4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN204229(NAD 83)
 AW4288_MARKER: DB = BENCH MARK DISK
 AW4288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4288_STAMPING: T 757 1943
 AW4288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4288+STABILITY: SURFACE MOTION
 AW4288
 AW4288  HISTORY     - Date     Condition        Report By
 AW4288  HISTORY     - 1943     MONUMENTED       CGS
 AW4288  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4288  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4288
 AW4288                          STATION DESCRIPTION
 AW4288
 AW4288'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4288'5.8 MI S FROM PLEDGER.
 AW4288'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED
 AW4288'SOUTHERLY 5.8 MILES ALONG CONCRETE HALF-SLAB ROAD TO THE GENERAL STORE
 AW4288'AND POST OFFICE AT ASHWOOD AND SITE OF BENCH MARK.  BENCH MARK IS
 AW4288'ABOUT 0.15 MILE SOUTH OF MILE POST NO. 24, 56.0 FEET NORTHWEST OF THE
 AW4288'NORTHWEST CORNER OF THE GENERAL STORE AND POST OFFICE AT ASHWOOD, 37.0
 AW4288'FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HALF-SLAB
 AW4288'ROAD, 21.0 FEET NORTH OF A DRIVEWAY TO POST OFFICE, 6.0 FEET NORTHWEST
 AW4288'OF A POWER LINE POLE, 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER
 AW4288'POST AND 3.0 FEET NORTH OF A FENCE CORNER.  MONUMENT PROJECTS ABOUT
 AW4288'0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4288
 AW4288                          STATION RECOVERY (1999)
 AW4288
 AW4288'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4288'MARK NOT FOUND.
 AW4288
 AW4288                          STATION RECOVERY (2004)
 AW4288
 AW4288'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4288'AREA HAS CHANGED NOTHING MATCHES THE DESCRIPTION FOR THE GP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0448 ***********************************************************************
 AX0448  DESIGNATION -  T 758 RESET 1959
 AX0448  PID         -  AX0448
 AX0448  STATE/COUNTY-  TX/WHARTON
 AX0448  USGS QUAD   -  WHARTON (1980)
 AX0448
 AX0448                         *CURRENT SURVEY CONTROL
 AX0448  ___________________________________________________________________
 AX0448* NAD 83(1986)-  29 19 05.     (N)    096 03 44.     (W)     SCALED    
 AX0448* NAVD 88     -        29.91   (+/-2cm)      98.1    (feet)  VERTCON   
 AX0448  ___________________________________________________________________
 AX0448  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0448
 AX0448  VERT ORDER  -  THIRD (See Below)
 AX0448
 AX0448.The horizontal coordinates were scaled from a topographic map and have
 AX0448.an estimated accuracy of +/- 6 seconds.
 AX0448
 AX0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0448.The vertical order pertains to the NGVD 29 superseded value.
 AX0448
 AX0448.The geoid height was determined by GEOID03.
 AX0448
 AX0448;                    North         East    Units  Estimated Accuracy
 AX0448;SPC TXSC     - 4,168,130.      885,300.      MT  (+/- 180 meters Scaled)
 AX0448
 AX0448                          SUPERSEDED SURVEY CONTROL
 AX0448
 AX0448  NGVD 29 (??/??/??)   29.91   (m)           98.1    (f) RESET       3  
 AX0448
 AX0448.Superseded values are not recommended for survey control.
 AX0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0448.See file dsdata.txt to determine how the superseded data were derived.
 AX0448
 AX0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT853468(NAD 83)
 AX0448_MARKER: DB = BENCH MARK DISK
 AX0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0448_STAMPING: T 758 RESET 1959
 AX0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0448+STABILITY: SURFACE MOTION
 AX0448
 AX0448  HISTORY     - Date     Condition        Report By
 AX0448  HISTORY     - 1959     MONUMENTED       CGS
 AX0448
 AX0448                          STATION DESCRIPTION
 AX0448
 AX0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AX0448'2.9 MI E FROM WHARTON.
 AX0448'TO REACH FROM THE COUNTY HOUSE IN WHARTON, GO NORTH ALONG HIGHWAY NOS.
 AX0448'59 AND 60, 1.0 MILE TO THE RAILROAD CROSSING AND FARM ROAD TO A FARM
 AX0448'ROAD TO THE RIGHT, CROSSING THE RAILROAD AND THE MARK.  THE MARK IS 30
 AX0448'FEET SOUTH OF THE CENTERLINE OF THE TRACKS, 18 FEET EAST OF THE
 AX0448'CENTERLINE OF THE FARM ROAD, 20 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 AX0448'FENCE LINE OF THE RAILROAD AND 3 FEET NORTHWEST OF A TELEGRAPH POLE.
 AX0448'IT IS ABOUT 2 FEET LOWER THAN THE TRACKS.  A STANDARD DISK STAMPED T
 AX0448'758 RESET 1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4144 ***********************************************************************
 AW4144  DESIGNATION -  T 759
 AW4144  PID         -  AW4144
 AW4144  STATE/COUNTY-  TX/BRAZORIA
 AW4144  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4144
 AW4144                         *CURRENT SURVEY CONTROL
 AW4144  ___________________________________________________________________
 AW4144* NAD 83(1986)-  29 11 26.     (N)    095 40 47.     (W)     SCALED    
 AW4144* NAVD 88     -        11.85   (+/-2cm)      38.9    (feet)  VERTCON   
 AW4144  ___________________________________________________________________
 AW4144  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW4144
 AW4144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4144
 AW4144.The horizontal coordinates were scaled from a topographic map and have
 AW4144.an estimated accuracy of +/- 6 seconds.
 AW4144
 AW4144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4144.The vertical order pertains to the NGVD 29 superseded value.
 AW4144
 AW4144.The geoid height was determined by GEOID03.
 AW4144
 AW4144;                    North         East    Units  Estimated Accuracy
 AW4144;SPC TXSC     - 4,155,000.      922,840.      MT  (+/- 180 meters Scaled)
 AW4144
 AW4144                          SUPERSEDED SURVEY CONTROL
 AW4144
 AW4144  NGVD 29 (??/??/92)   11.857  (m)           38.90   (f) ADJ UNCH    2 0
 AW4144
 AW4144.Superseded values are not recommended for survey control.
 AW4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4144.See file dsdata.txt to determine how the superseded data were derived.
 AW4144
 AW4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN394320(NAD 83)
 AW4144_MARKER: DB = BENCH MARK DISK
 AW4144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4144_SP_SET: CULVERT
 AW4144_STAMPING: T 759 1943
 AW4144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4144
 AW4144  HISTORY     - Date     Condition        Report By
 AW4144  HISTORY     - 1943     MONUMENTED       CGS
 AW4144  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4144  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4144  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4144
 AW4144                          STATION DESCRIPTION
 AW4144
 AW4144'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4144'3.9 MI NW FROM WEST COLUMBIA.
 AW4144'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 35 AND STATE
 AW4144'HIGHWAY NO. 36 AT WEST COLUMBIA.  PROCEED NORTHWESTERLY 3.9 MILES
 AW4144'ALONG STATE HIGHWAY NO. 36 TO A DOUBLE-ARCH CONCRETE CULVERT AND SITE
 AW4144'OF BENCH MARK.  BENCH MARK IS 0.9 MILE NORTHWEST OF A CROSS-ROAD, 16.0
 AW4144'FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AW4144'THE HIGHWAY AND IS SET HORIZONTALLY IN THE TOP CENTER OF THE SOUTHWEST
 AW4144'HEADWALL OF THE DOUBLE-ARCH CONCRETE CULVERT.
 AW4144
 AW4144                          STATION RECOVERY (1973)
 AW4144
 AW4144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4144'MARK NOT FOUND.
 AW4144
 AW4144                          STATION RECOVERY (1989)
 AW4144
 AW4144'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4144'MARK NOT FOUND.
 AW4144
 AW4144                          STATION RECOVERY (1994)
 AW4144
 AW4144'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0225 ***********************************************************************
 BN0225  DESIGNATION -  T 76
 BN0225  PID         -  BN0225
 BN0225  STATE/COUNTY-  TX/MCCULLOCH
 BN0225  USGS QUAD   -  KATEMCY (1970)
 BN0225
 BN0225                         *CURRENT SURVEY CONTROL
 BN0225  ___________________________________________________________________
 BN0225* NAD 83(1986)-  30 58 40.     (N)    099 16 11.     (W)     SCALED    
 BN0225* NAVD 88     -       518.833  (meters)    1702.20   (feet)  ADJUSTED  
 BN0225  ___________________________________________________________________
 BN0225  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 BN0225  DYNAMIC HT  -         518.129 (meters)    1699.89  (feet)  COMP
 BN0225  MODELED GRAV-     979,267.0   (mgal)                       NAVD 88
 BN0225
 BN0225  VERT ORDER  -  FIRST     CLASS II
 BN0225
 BN0225.The horizontal coordinates were scaled from a topographic map and have
 BN0225.an estimated accuracy of +/- 6 seconds.
 BN0225
 BN0225.The orthometric height was determined by differential leveling
 BN0225.and adjusted by the National Geodetic Survey in June 1991..
 BN0225
 BN0225.The geoid height was determined by GEOID03.
 BN0225
 BN0225.The dynamic height is computed by dividing the NAVD 88
 BN0225.geopotential number by the normal gravity value computed on the
 BN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0225.degrees latitude (g = 980.6199 gals.).
 BN0225
 BN0225.The modeled gravity was interpolated from observed gravity values.
 BN0225
 BN0225;                    North         East    Units  Estimated Accuracy
 BN0225;SPC TX C     - 3,145,830.      801,590.      MT  (+/- 180 meters Scaled)
 BN0225
 BN0225                          SUPERSEDED SURVEY CONTROL
 BN0225
 BN0225  NGVD 29 (??/??/92)  518.770  (m)         1702.00   (f) ADJ UNCH    1 2
 BN0225
 BN0225.Superseded values are not recommended for survey control.
 BN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0225.See file dsdata.txt to determine how the superseded data were derived.
 BN0225
 BN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV742271(NAD 83)
 BN0225_MARKER: DB = BENCH MARK DISK
 BN0225_SETTING: 66 = SET IN ROCK OUTCROP
 BN0225_SP_SET: ROCK OUTCROP
 BN0225_STAMPING: T 76 1931
 BN0225_MARK LOGO: CGS   
 BN0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0225+STABILITY: POSITION/ELEVATION WELL
 BN0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0225+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0225
 BN0225  HISTORY     - Date     Condition        Report By
 BN0225  HISTORY     - 1931     MONUMENTED       CGS
 BN0225  HISTORY     - 1953     GOOD             NGS
 BN0225  HISTORY     - 1967     GOOD             NGS
 BN0225  HISTORY     - 1982     GOOD             NGS
 BN0225  HISTORY     - 19990108 GOOD             USPSQD
 BN0225  HISTORY     - 20060318 GOOD             USPSQD
 BN0225
 BN0225                          STATION DESCRIPTION
 BN0225
 BN0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0225'12.45 MI S FROM BRADY.
 BN0225'12.45 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH FARM
 BN0225'ROAD 734 AT BRADY, 180 FEET NORTHEAST OF THE EAST END OF A CONCRETE
 BN0225'CULVERT, 126 FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 130 FEET
 BN0225'NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 94 FEET EAST
 BN0225'OF THE CENTER LINE OF THE HIGHWAY, 8 FEET WEST OF A FENCE, SET IN THE
 BN0225'TOP OF A LARGE FLAT ROCK OUTCROP.
 BN0225
 BN0225                          STATION RECOVERY (1967)
 BN0225
 BN0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BN0225'RECOVERED IN GOOD CONDITION.
 BN0225
 BN0225                          STATION RECOVERY (1982)
 BN0225
 BN0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0225'19.4 KM (12.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0225'IN BRADY, AT A PRIVATE ROAD CROSSING LEADING EAST, SET IN 1 BY 1 FOOT
 BN0225'ROCK OUTCROP, 55.1 METERS (181.0 FT) NORTHEAST OF THE CENTER OF EAST
 BN0225'HEADWALL OF A CONCRETE CULVERT USED FOR CATTLE CROSSING, 39.9 METERS
 BN0225'(131.0 FT) NORTH NORTHEAST OF THE CENTER OF A METAL GATE TO THE Z BOX
 BN0225'RANCH, 7.6 METERS (25.0 FT) NORTH OF A TELEPHONE POLE NUMBER 3,
 BN0225'27.4 METERS (90.0 FT) EAST SOUTHEAST OF CENTERLINE OF HIGHWAY, AND
 BN0225'2.8 METERS (9.5 FT) WEST NORTHWEST OF A RIGHT-OF-WAY FENCE.
 BN0225'THE MARK IS 4.6 METERS  W FROM A WITNESS POST.
 BN0225'THE MARK IS 0.6 M BELOW HIGHWAY.
 BN0225
 BN0225                          STATION RECOVERY (1999)
 BN0225
 BN0225'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0225'RECOVERED IN GOOD CONDITION.
 BN0225
 BN0225                          STATION RECOVERY (2006)
 BN0225
 BN0225'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0225'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4081 ***********************************************************************
 AW4081  DESIGNATION -  T 760
 AW4081  PID         -  AW4081
 AW4081  STATE/COUNTY-  TX/BRAZORIA
 AW4081  USGS QUAD   -  ROSHARON (1974)
 AW4081
 AW4081                         *CURRENT SURVEY CONTROL
 AW4081  ___________________________________________________________________
 AW4081* NAD 83(1986)-  29 21 07.     (N)    095 25 46.     (W)     SCALED    
 AW4081* NAVD 88     -        14.38   (+/-2cm)      47.2    (feet)  VERTCON   
 AW4081  ___________________________________________________________________
 AW4081  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW4081
 AW4081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4081
 AW4081.The horizontal coordinates were scaled from a topographic map and have
 AW4081.an estimated accuracy of +/- 6 seconds.
 AW4081
 AW4081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4081.The vertical order pertains to the NGVD 29 superseded value.
 AW4081
 AW4081.The geoid height was determined by GEOID03.
 AW4081
 AW4081;                    North         East    Units  Estimated Accuracy
 AW4081;SPC TXSC     - 4,173,590.      946,630.      MT  (+/- 180 meters Scaled)
 AW4081
 AW4081                          SUPERSEDED SURVEY CONTROL
 AW4081
 AW4081  NGVD 29 (??/??/92)   14.381  (m)           47.18   (f) ADJ UNCH    2 0
 AW4081
 AW4081.Superseded values are not recommended for survey control.
 AW4081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4081.See file dsdata.txt to determine how the superseded data were derived.
 AW4081
 AW4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN641494(NAD 83)
 AW4081_MARKER: DB = BENCH MARK DISK
 AW4081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4081_STAMPING: T 760 1942
 AW4081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4081+STABILITY: SURFACE MOTION
 AW4081
 AW4081  HISTORY     - Date     Condition        Report By
 AW4081  HISTORY     - 1942     MONUMENTED       CGS
 AW4081  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4081
 AW4081                          STATION DESCRIPTION
 AW4081
 AW4081'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4081'2.35 MI E FROM ROSHARON.
 AW4081'TO REACH FROM THE SCHOOL HOUSE AT ROSHARON-- PROCEED 0.35 MILE
 AW4081'NORTHERLY ALONG STATE HIGHWAY NO. 288 TO A DIRT SIDE ROAD INTERSECTION
 AW4081'LEADING EAST, THENCE 1.0 MILE EASTERLY TO SITE OF BENCH MARK. BENCH
 AW4081'MARK IS ABOUT 0.6 MILE EAST OF A CROSS ROAD INTERSECTION, AND ABOUT
 AW4081'0.15 MILE WEST OF A POWER LINE CROSSING THE ROAD. IT IS 23.3 FEET
 AW4081'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 11.3
 AW4081'FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD LEADING SOUTH INTO A
 AW4081'FIELD, 3.0 FEET SOUTHEAST OF A FENCE CORNER, AND 3.2 FEET WEST OF A
 AW4081'4X4-INCH WOODEN MARKERPOST.  MONUMENT PROJECTS 0.6 FOOT, AND SET IN
 AW4081'THE TOP OF A CONCRETE POST.
 AW4081
 AW4081                          STATION RECOVERY (1963)
 AW4081
 AW4081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0056 ***********************************************************************
 AN0056  DESIGNATION -  T 761
 AN0056  PID         -  AN0056
 AN0056  STATE/COUNTY-  TX/MATAGORDA
 AN0056  USGS QUAD   -  MARKHAM (1995)
 AN0056
 AN0056                         *CURRENT SURVEY CONTROL
 AN0056  ___________________________________________________________________
 AN0056* NAD 83(1986)-  28 53 39.     (N)    096 04 38.     (W)     SCALED    
 AN0056* NAVD 88     -        10.85   (+/-2cm)      35.6    (feet)  VERTCON   
 AN0056  ___________________________________________________________________
 AN0056  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN0056
 AN0056  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0056
 AN0056.The horizontal coordinates were scaled from a topographic map and have
 AN0056.an estimated accuracy of +/- 6 seconds.
 AN0056
 AN0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0056.The vertical order pertains to the NGVD 29 superseded value.
 AN0056
 AN0056.The geoid height was determined by GEOID03.
 AN0056
 AN0056;                    North         East    Units  Estimated Accuracy
 AN0056;SPC TXSC     - 4,121,130.      885,020.      MT  (+/- 180 meters Scaled)
 AN0056
 AN0056                          SUPERSEDED SURVEY CONTROL
 AN0056
 AN0056  NGVD 29 (??/??/92)   10.888  (m)           35.72   (f) ADJ UNCH    1 1
 AN0056
 AN0056.Superseded values are not recommended for survey control.
 AN0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0056.See file dsdata.txt to determine how the superseded data were derived.
 AN0056
 AN0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS850997(NAD 83)
 AN0056_MARKER: DB = BENCH MARK DISK
 AN0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0056_STAMPING: T 761 1942
 AN0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0056+STABILITY: SURFACE MOTION
 AN0056
 AN0056  HISTORY     - Date     Condition        Report By
 AN0056  HISTORY     - 1942     MONUMENTED       CGS
 AN0056  HISTORY     - 1972     GOOD             NGS
 AN0056  HISTORY     - 1978     GOOD             NGS
 AN0056
 AN0056                          STATION DESCRIPTION
 AN0056
 AN0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0056'8.6 MI E FROM BLESSING.
 AN0056'8.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0056'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, 9.3 FEET NORTH OF THE
 AN0056'FIFTH POLE EAST OF THE CROSSING OF A PRIVATE ROAD, 46.6 FEET NORTH OF
 AN0056'THE NORTH RAIL, 1.0 FOOT SOUTH OF A FENCE, 1.0 FOOT EAST OF A WITNESS
 AN0056'POST, ABOUT 6 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 AN0056'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AN0056
 AN0056                          STATION RECOVERY (1978)
 AN0056
 AN0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0938 ***********************************************************************
 AJ0938  DESIGNATION -  T 763
 AJ0938  PID         -  AJ0938
 AJ0938  STATE/COUNTY-  TX/ZAPATA
 AJ0938  USGS QUAD   -  CHARGOS CREEK (1980)
 AJ0938
 AJ0938                         *CURRENT SURVEY CONTROL
 AJ0938  ___________________________________________________________________
 AJ0938* NAD 83(1986)-  27 13 10.     (N)    099 07 00.     (W)     SCALED    
 AJ0938* NAVD 88     -       147.688  (meters)     484.54   (feet)  ADJUSTED  
 AJ0938  ___________________________________________________________________
 AJ0938  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AJ0938  DYNAMIC HT  -         147.450 (meters)     483.76  (feet)  COMP
 AJ0938  MODELED GRAV-     979,034.2   (mgal)                       NAVD 88
 AJ0938
 AJ0938  VERT ORDER  -  SECOND    CLASS 0
 AJ0938
 AJ0938.The horizontal coordinates were scaled from a topographic map and have
 AJ0938.an estimated accuracy of +/- 6 seconds.
 AJ0938
 AJ0938.The orthometric height was determined by differential leveling
 AJ0938.and adjusted by the National Geodetic Survey in June 1991..
 AJ0938
 AJ0938.The geoid height was determined by GEOID03.
 AJ0938
 AJ0938.The dynamic height is computed by dividing the NAVD 88
 AJ0938.geopotential number by the normal gravity value computed on the
 AJ0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0938.degrees latitude (g = 980.6199 gals.).
 AJ0938
 AJ0938.The modeled gravity was interpolated from observed gravity values.
 AJ0938
 AJ0938;                    North         East    Units  Estimated Accuracy
 AJ0938;SPC TX S     - 5,172,180.      238,920.      MT  (+/- 180 meters Scaled)
 AJ0938
 AJ0938                          SUPERSEDED SURVEY CONTROL
 AJ0938
 AJ0938  NGVD 29 (??/??/92)  147.725  (m)          484.66   (f) ADJ UNCH    2 0
 AJ0938
 AJ0938.Superseded values are not recommended for survey control.
 AJ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0938.See file dsdata.txt to determine how the superseded data were derived.
 AJ0938
 AJ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR884107(NAD 83)
 AJ0938_MARKER: DB = BENCH MARK DISK
 AJ0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0938_STAMPING: T 763 1943
 AJ0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0938+STABILITY: SURFACE MOTION
 AJ0938
 AJ0938  HISTORY     - Date     Condition        Report By
 AJ0938  HISTORY     - 1943     MONUMENTED       CGS
 AJ0938  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0938
 AJ0938                          STATION DESCRIPTION
 AJ0938
 AJ0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0938'17.6 MI S FROM AGUILARES.
 AJ0938'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0938'AGUILARES-- PROCEED 17.6 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0938'OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE SOUTHEAST OF A SMALL
 AJ0938'WOODEN BRIDGE, 13.0 FEET SOUTHWEST OF AND ABOUT 1.5 FOOT ABOVE THE
 AJ0938'CENTERLINE OF ROAD, AND 10.2 FEET NORTHWEST OF TELEPHONE POLE NO. 12.
 AJ0938'IT IS 3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AJ0938'PROJECTS 0.4 FOOT.
 AJ0938
 AJ0938                          STATION RECOVERY (1975)
 AJ0938
 AJ0938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0669 ***********************************************************************
 AJ0669  DESIGNATION -  T 764
 AJ0669  PID         -  AJ0669
 AJ0669  STATE/COUNTY-  TX/JIM HOGG
 AJ0669  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0669
 AJ0669                         *CURRENT SURVEY CONTROL
 AJ0669  ___________________________________________________________________
 AJ0669* NAD 83(1986)-  27 12 38.     (N)    098 57 41.     (W)     SCALED    
 AJ0669* NAVD 88     -       194.936  (meters)     639.55   (feet)  POSTED    
 AJ0669  ___________________________________________________________________
 AJ0669  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AJ0669  DYNAMIC HT  -         194.620 (meters)     638.52  (feet)  COMP
 AJ0669  MODELED GRAV-     979,030.2   (mgal)                       NAVD 88
 AJ0669
 AJ0669  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0669
 AJ0669.The horizontal coordinates were scaled from a topographic map and have
 AJ0669.an estimated accuracy of +/- 6 seconds.
 AJ0669
 AJ0669.The orthometric height was determined by differential leveling
 AJ0669.and adjusted by the National Geodetic Survey in 1992..
 AJ0669.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0669.rate of 1.1 thru 2.0 mm/km.
 AJ0669
 AJ0669.The geoid height was determined by GEOID03.
 AJ0669
 AJ0669.The dynamic height is computed by dividing the NAVD 88
 AJ0669.geopotential number by the normal gravity value computed on the
 AJ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0669.degrees latitude (g = 980.6199 gals.).
 AJ0669
 AJ0669.The modeled gravity was interpolated from observed gravity values.
 AJ0669
 AJ0669;                    North         East    Units  Estimated Accuracy
 AJ0669;SPC TX S     - 5,171,130.      254,300.      MT  (+/- 180 meters Scaled)
 AJ0669
 AJ0669                          SUPERSEDED SURVEY CONTROL
 AJ0669
 AJ0669  NGVD 29 (??/??/92)  194.966  (m)          639.65   (f) ADJ UNCH    2 0
 AJ0669
 AJ0669.Superseded values are not recommended for survey control.
 AJ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0669.See file dsdata.txt to determine how the superseded data were derived.
 AJ0669
 AJ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR038097(NAD 83)
 AJ0669_MARKER: DB = BENCH MARK DISK
 AJ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0669_STAMPING: T 764 1943
 AJ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0669+STABILITY: SURFACE MOTION
 AJ0669
 AJ0669  HISTORY     - Date     Condition        Report By
 AJ0669  HISTORY     - 1943     MONUMENTED       CGS
 AJ0669  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0669
 AJ0669                          STATION DESCRIPTION
 AJ0669
 AJ0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0669'16.3 MI S FROM MIRANDO CITY.
 AJ0669'TO REACH FROM THE POST OFFICE AT MIRANDO CITY-- PROCEED 14.7 MILES
 AJ0669'SOUTHERLY ALONG AN IMPROVED AND DIRT COUNTY ROAD TO A SIDE ROAD
 AJ0669'RUNNING PARALLEL WITH A PIPELINE LEADING SOUTHWEST, THENCE 1.6 MILES
 AJ0669'SOUTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE
 AJ0669'NORTHEAST OF WIND CHARGER NO. 6044, AND 8.8 FEET SOUTHEAST OF AND
 AJ0669'ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD.  IT IS 3.8 FEET EAST OF
 AJ0669'TELEPHONE POLE NO. 22, AND 3.0 FOOT SOUTHWEST OF A 4X4-INCH WOODEN
 AJ0669'MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AJ0669
 AJ0669                          STATION RECOVERY (1972)
 AJ0669
 AJ0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0981 ***********************************************************************
 AX0981  DESIGNATION -  T 765
 AX0981  PID         -  AX0981
 AX0981  STATE/COUNTY-  TX/FAYETTE
 AX0981  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0981
 AX0981                         *CURRENT SURVEY CONTROL
 AX0981  ___________________________________________________________________
 AX0981* NAD 83(1986)-  29 56 23.     (N)    096 58 26.     (W)     SCALED    
 AX0981* NAVD 88     -        91.748  (meters)     301.01   (feet)  ADJUSTED  
 AX0981  ___________________________________________________________________
 AX0981  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AX0981  DYNAMIC HT  -          91.622 (meters)     300.60  (feet)  COMP
 AX0981  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AX0981
 AX0981  VERT ORDER  -  FIRST     CLASS I
 AX0981
 AX0981.The horizontal coordinates were scaled from a topographic map and have
 AX0981.an estimated accuracy of +/- 6 seconds.
 AX0981
 AX0981.The orthometric height was determined by differential leveling
 AX0981.and adjusted by the National Geodetic Survey in June 1991..
 AX0981.WARNING-Repeat measurements at this control monument indicate possible
 AX0981.vertical movement.
 AX0981
 AX0981.The geoid height was determined by GEOID03.
 AX0981
 AX0981.The dynamic height is computed by dividing the NAVD 88
 AX0981.geopotential number by the normal gravity value computed on the
 AX0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0981.degrees latitude (g = 980.6199 gals.).
 AX0981
 AX0981.The modeled gravity was interpolated from observed gravity values.
 AX0981
 AX0981;                    North         East    Units  Estimated Accuracy
 AX0981;SPC TXSC     - 4,235,140.      795,580.      MT  (+/- 180 meters Scaled)
 AX0981
 AX0981                          SUPERSEDED SURVEY CONTROL
 AX0981
 AX0981  NGVD 29 (??/??/92)   91.697  (m)          300.84   (f) ADJ UNCH    1 1
 AX0981
 AX0981.Superseded values are not recommended for survey control.
 AX0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0981.See file dsdata.txt to determine how the superseded data were derived.
 AX0981
 AX0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU955138(NAD 83)
 AX0981_MARKER: DB = BENCH MARK DISK
 AX0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0981_STAMPING: T 765 1943
 AX0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0981+STABILITY: SURFACE MOTION
 AX0981
 AX0981  HISTORY     - Date     Condition        Report By
 AX0981  HISTORY     - 1943     MONUMENTED       CGS
 AX0981  HISTORY     - 1973     GOOD             NGS
 AX0981  HISTORY     - 1978     GOOD             NGS
 AX0981  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0981
 AX0981                          STATION DESCRIPTION
 AX0981
 AX0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0981'0.45 MI NW FROM PLUM.
 AX0981'0.45 MILE NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0981'CROSSING OF AN ASPHALT ROAD AT PLUM.  6 1/2 FEET NORTH OF MILE POLE
 AX0981'982, 39.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 43.5 FEET SOUTHWEST OF
 AX0981'THE CENTER LINE OF A GRAVEL ROAD THAT PARALLELS THE RAILROAD, 1.4 FEET
 AX0981'NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, SET IN
 AX0981'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX0981
 AX0981                          STATION RECOVERY (1978)
 AX0981
 AX0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0981'RECOVERED IN GOOD CONDITION.
 AX0981
 AX0981                          STATION RECOVERY (1997)
 AX0981
 AX0981'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0024 ***********************************************************************
 AX0024  DESIGNATION -  T 767
 AX0024  PID         -  AX0024
 AX0024  STATE/COUNTY-  TX/AUSTIN
 AX0024  USGS QUAD   -  SEALY (1981)
 AX0024
 AX0024                         *CURRENT SURVEY CONTROL
 AX0024  ___________________________________________________________________
 AX0024* NAD 83(1986)-  29 47 49.     (N)    096 12 28.     (W)     SCALED    
 AX0024* NAVD 88     -        69.545  (meters)     228.17   (feet)  ADJUSTED  
 AX0024  ___________________________________________________________________
 AX0024  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0024  DYNAMIC HT  -          69.449 (meters)     227.85  (feet)  COMP
 AX0024  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 AX0024  OBS GRAVITY -     979,267.7   (mgal)                       GRAV_OBS
 AX0024
 AX0024  VERT ORDER  -  FIRST     CLASS I
 AX0024
 AX0024.The horizontal coordinates were scaled from a topographic map and have
 AX0024.an estimated accuracy of +/- 6 seconds.
 AX0024
 AX0024.The orthometric height was determined by differential leveling
 AX0024.and adjusted by the National Geodetic Survey in June 1991..
 AX0024
 AX0024.The geoid height was determined by GEOID03.
 AX0024
 AX0024.The dynamic height is computed by dividing the NAVD 88
 AX0024.geopotential number by the normal gravity value computed on the
 AX0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0024.degrees latitude (g = 980.6199 gals.).
 AX0024
 AX0024.The modeled gravity was interpolated from observed gravity values.
 AX0024.The observed gravity was obtained from relative gravimeter ties
 AX0024.to the IGSN71 gravity network.
 AX0024
 AX0024;                    North         East    Units  Estimated Accuracy
 AX0024;SPC TXSC     - 4,220,840.      869,900.      MT  (+/- 180 meters Scaled)
 AX0024
 AX0024                          SUPERSEDED SURVEY CONTROL
 AX0024
 AX0024  NGVD 29 (12/23/87)   69.520  (m)          228.08   (f) ADJUSTED    1 1
 AX0024
 AX0024.Superseded values are not recommended for survey control.
 AX0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0024.See file dsdata.txt to determine how the superseded data were derived.
 AX0024
 AX0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT699995(NAD 83)
 AX0024_MARKER: DB = BENCH MARK DISK
 AX0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0024_SP_SET: CONCRETE POST
 AX0024_STAMPING: T 767 1934
 AX0024_MARK LOGO: CGS   
 AX0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0024+STABILITY: SURFACE MOTION
 AX0024
 AX0024  HISTORY     - Date     Condition        Report By
 AX0024  HISTORY     - 1943     MONUMENTED       CGS
 AX0024  HISTORY     - 1973     GOOD             NGS
 AX0024  HISTORY     - 1976     GOOD             NGS
 AX0024  HISTORY     - 1976     GOOD             NGS
 AX0024  HISTORY     - 1978     GOOD             NGS
 AX0024  HISTORY     - 1986     GOOD             NGS
 AX0024
 AX0024                          STATION DESCRIPTION
 AX0024
 AX0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0024'3.15 MI W FROM SEALY.
 AX0024'3.15 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0024'CROSSING OF STATE HIGHWAY 36 AT SEALY, 2 POLES SOUTHEAST OF MILE POLE
 AX0024'1032, AT THE CROSSING OF AN ASPHALT ROAD, 45.0 FEET NORTHEAST OF THE
 AX0024'NORTHEAST RAIL, 18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2
 AX0024'1/2 FEET NORTHWEST OF THE NORTHWEST END OF A GATE, 1.6 FEET SOUTHWEST
 AX0024'OF A FENCE, 34 1/2 FEET SOUTHEAST OF THE 2ND TELEPHONE POLE SOUTHEAST
 AX0024'OF THE MILE POLE, 0.6 FOOT SOUTHWEST OF A WITNESS POST, ABOUT LEVEL
 AX0024'WITH THE TRACK, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.5
 AX0024'FOOT ABOVE THE GROUND.
 AX0024
 AX0024                          STATION RECOVERY (1976)
 AX0024
 AX0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0024'RECOVERED IN GOOD CONDITION.
 AX0024
 AX0024                          STATION RECOVERY (1976)
 AX0024
 AX0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0024'RECOVERED IN GOOD CONDITION.
 AX0024
 AX0024                          STATION RECOVERY (1978)
 AX0024
 AX0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0024'RECOVERED IN GOOD CONDITION.
 AX0024
 AX0024                          STATION RECOVERY (1986)
 AX0024
 AX0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0261 ***********************************************************************
 AW0261  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0261  DESIGNATION -  T 768
 AW0261  PID         -  AW0261
 AW0261  STATE/COUNTY-  TX/HARRIS
 AW0261  USGS QUAD   -  KATY (1980)
 AW0261
 AW0261                         *CURRENT SURVEY CONTROL
 AW0261  ___________________________________________________________________
 AW0261* NAD 83(1993)-  29 47 08.15980(N)    095 45 35.13551(W)     ADJUSTED  
 AW0261* NAVD 88     -        39.89   (meters)     130.9    (feet)  GPS OBS   
 AW0261  ___________________________________________________________________
 AW0261  X           -    -555,992.050 (meters)                     COMP
 AW0261  Y           -  -5,512,142.515 (meters)                     COMP
 AW0261  Z           -   3,149,775.453 (meters)                     COMP
 AW0261  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW0261  ELLIP HEIGHT-          12.47  (meters)          (12/03/01) GPS OBS
 AW0261  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0261  DYNAMIC HT  -          39.84  (meters)     130.7   (feet)  COMP
 AW0261  MODELED GRAV-     979,276.1   (mgal)                       NAVD 88
 AW0261  OBS GRAVITY -     979,277.1   (mgal)                       GRAV_OBS
 AW0261
 AW0261  HORZ ORDER  -  FIRST
 AW0261  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0261  ELLP ORDER  -  FOURTH    CLASS II
 AW0261
 AW0261.The horizontal coordinates were established by GPS observations
 AW0261.and adjusted by the National Geodetic Survey in December 2001..
 AW0261
 AW0261.The orthometric height was determined by GPS observations and a
 AW0261.high-resolution geoid model using precise GPS observation and
 AW0261.processing techniques. It supersedes the leveled height previously
 AW0261.determined for this station.
 AW0261.WARNING-GPS observations at this control monument resulted in a GPS
 AW0261.derived orthometric height which differed from the leveled height by
 AW0261.more than one decimeter (0.1 meter).
 AW0261.The vertical order pertains to the first NAVD 88 superseded value.
 AW0261
 AW0261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0261
 AW0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0261
 AW0261.The ellipsoidal height was determined by GPS observations
 AW0261.and is referenced to NAD 83.
 AW0261
 AW0261.The geoid height was determined by GEOID03.
 AW0261
 AW0261.The dynamic height is computed by dividing the NAVD 88
 AW0261.geopotential number by the normal gravity value computed on the
 AW0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0261.degrees latitude (g = 980.6199 gals.).
 AW0261
 AW0261.The modeled gravity was interpolated from observed gravity values.
 AW0261.The observed gravity was obtained from relative gravimeter ties
 AW0261.to the IGSN71 gravity network.
 AW0261
 AW0261;                    North         East     Units Scale Factor Converg.
 AW0261;SPC TXSC     - 4,220,704.274   913,235.302   MT  0.99989408   +1 35 14.8
 AW0261;SPC TXSC     -13,847,427.27  2,996,172.82   sFT  0.99989408   +1 35 14.8
 AW0261;UTM  15      - 3,298,221.872   233,204.629   MT  1.00047833   -1 22 18.3
 AW0261
 AW0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0261!SPC TXSC     -   0.99999804  x   0.99989408  =   0.99989212
 AW0261!UTM  15      -   0.99999804  x   1.00047833  =   1.00047637
 AW0261
 AW0261                          SUPERSEDED SURVEY CONTROL
 AW0261
 AW0261  ELLIP H (10/25/00)   12.55   (m)                       GP(       ) 4 1
 AW0261  NAD 83(1993)-  29 47 08.16024(N)    095 45 35.13522(W) AD(       ) 1
 AW0261  ELLIP H (10/17/96)   12.67   (m)                       GP(       ) 3 1
 AW0261  NAVD 88 (06/15/91)   40.016  (m)          131.29   (f) ADJUSTED    1 1
 AW0261  NGVD 29 (12/23/87)   40.005  (m)          131.25   (f) ADJUSTED    1 1
 AW0261
 AW0261.Superseded values are not recommended for survey control.
 AW0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0261.See file dsdata.txt to determine how the superseded data were derived.
 AW0261
 AW0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3320598222(NAD 83)
 AW0261_MARKER: DB = BENCH MARK DISK
 AW0261_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0261_SP_SET: HEADWALL
 AW0261_STAMPING: T 768 1943
 AW0261_MARK LOGO: CGS   
 AW0261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0261+STABILITY: SURFACE MOTION
 AW0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0261+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AW0261
 AW0261  HISTORY     - Date     Condition        Report By
 AW0261  HISTORY     - 1943     MONUMENTED       CGS
 AW0261  HISTORY     - 1973     GOOD             NGS
 AW0261  HISTORY     - 1976     GOOD             NGS
 AW0261  HISTORY     - 1976     GOOD             NGS
 AW0261  HISTORY     - 1978     GOOD             NGS
 AW0261  HISTORY     - 1986     GOOD             NGS
 AW0261  HISTORY     - 19940625 GOOD             USPSQD
 AW0261  HISTORY     - 19950327 GOOD             HGCSD
 AW0261
 AW0261                          STATION DESCRIPTION
 AW0261
 AW0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0261'3.6 MI E FROM KATY.
 AW0261'ABOUT 3.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0261'STATION AT KATY, ABOUT 0.35 MILE EAST OF A DIRT ROAD CROSSING LEADING
 AW0261'NORTH, 0.45 MILE EAST OF MILE POST 1059, 65.6 FEET SOUTH OF THE SOUTH
 AW0261'RAIL, 19.2 FEET NORTH OF THE CENTER LINE OF OLD U. S. HIGHWAY 90, SET
 AW0261'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 2-FOOT BOX
 AW0261'CONCRETE CULVERT UNDER OLD U. S. HIGHWAY 90, ABOUT 0.4 FOOT ABOVE THE
 AW0261'LEVEL OF THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 AW0261
 AW0261                          STATION RECOVERY (1976)
 AW0261
 AW0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0261'RECOVERED IN GOOD CONDITION.
 AW0261
 AW0261                          STATION RECOVERY (1976)
 AW0261
 AW0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0261'RECOVERED IN GOOD CONDITION.
 AW0261
 AW0261                          STATION RECOVERY (1978)
 AW0261
 AW0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0261'RECOVERED IN GOOD CONDITION.
 AW0261
 AW0261                          STATION RECOVERY (1986)
 AW0261
 AW0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0261'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.8 KM (3.6
 AW0261'MI) EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD FROM ITS
 AW0261'JUNCTION WITH AVENUE A IN KATY.
 AW0261
 AW0261                          STATION RECOVERY (1994)
 AW0261
 AW0261'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0261'RECOVERED IN GOOD CONDITION.
 AW0261
 AW0261                          STATION RECOVERY (1995)
 AW0261
 AW0261'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0261'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4567 ***********************************************************************
 AW4567  DESIGNATION -  T 769
 AW4567  PID         -  AW4567
 AW4567  STATE/COUNTY-  TX/FORT BEND
 AW4567  USGS QUAD   -  FULSHEAR (1980)
 AW4567
 AW4567                         *CURRENT SURVEY CONTROL
 AW4567  ___________________________________________________________________
 AW4567* NAD 83(1986)-  29 41 27.     (N)    095 53 30.     (W)     SCALED    
 AW4567* NAVD 88     -        35.79   (+/-2cm)     117.4    (feet)  VERTCON   
 AW4567  ___________________________________________________________________
 AW4567  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4567
 AW4567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4567
 AW4567.The horizontal coordinates were scaled from a topographic map and have
 AW4567.an estimated accuracy of +/- 6 seconds.
 AW4567
 AW4567.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4567.The vertical order pertains to the NGVD 29 superseded value.
 AW4567
 AW4567.The geoid height was determined by GEOID03.
 AW4567
 AW4567;                    North         East    Units  Estimated Accuracy
 AW4567;SPC TXSC     - 4,209,860.      900,770.      MT  (+/- 180 meters Scaled)
 AW4567
 AW4567                          SUPERSEDED SURVEY CONTROL
 AW4567
 AW4567  NGVD 29 (??/??/92)   35.78   (m)          117.4    (f) COMPUTED    2 0
 AW4567
 AW4567.Superseded values are not recommended for survey control.
 AW4567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4567.See file dsdata.txt to determine how the superseded data were derived.
 AW4567
 AW4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN201880(NAD 83)
 AW4567_MARKER: DB = BENCH MARK DISK
 AW4567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4567_STAMPING: T 769 1943
 AW4567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4567+STABILITY: SURFACE MOTION
 AW4567
 AW4567  HISTORY     - Date     Condition        Report By
 AW4567  HISTORY     - 1943     MONUMENTED       CGS
 AW4567  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4567  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4567
 AW4567                          STATION DESCRIPTION
 AW4567
 AW4567'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4567'0.45 MI E FROM FULSHEAR.
 AW4567'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4567'STATION AT FULSHEAR-- PROCEED 0.45 MILE EASTERLY ALONG THE RAILROAD TO
 AW4567'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.05 MILE WEST OF MILEPOST
 AW4567'33, AND 58.0 FEET NORTH OF AND ABOUT 2.5 FEET ABOVE THE CENTERLINE OF
 AW4567'A GRAVEL ROAD PARALLELING THE RAILROAD.  IT IS 37.7 FEET WEST OF AND
 AW4567'ABOUT 2.0 FEET ABOVE THE CENTERLINE OF A DIRT ROAD LEADING NORTH TO
 AW4567'KATY, 7.6 FEET WEST OF A FENCE CORNER, 1.0 FOOT SOUTH OF THE
 AW4567'RIGHT-OF-WAY FENCE, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AW4567'POST.  MONUMENT PROJECTS 0.3 FOOT.
 AW4567
 AW4567                          STATION RECOVERY (1995)
 AW4567
 AW4567'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4567'MARK NOT FOUND.
 AW4567
 AW4567                          STATION RECOVERY (2004)
 AW4567
 AW4567'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4568 ***********************************************************************
 AW4568  DESIGNATION -  T 769 RESET 1947
 AW4568  PID         -  AW4568
 AW4568  STATE/COUNTY-  TX/FORT BEND
 AW4568  USGS QUAD   -  FULSHEAR (1980)
 AW4568
 AW4568                         *CURRENT SURVEY CONTROL
 AW4568  ___________________________________________________________________
 AW4568* NAD 83(1986)-  29 41 27.     (N)    095 53 27.     (W)     SCALED    
 AW4568* NAVD 88     -        34.21   (+/-2cm)     112.2    (feet)  VERTCON   
 AW4568  ___________________________________________________________________
 AW4568  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4568
 AW4568  VERT ORDER  -  THIRD (See Below)
 AW4568
 AW4568.The horizontal coordinates were scaled from a topographic map and have
 AW4568.an estimated accuracy of +/- 6 seconds.
 AW4568
 AW4568.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4568.The vertical order pertains to the NGVD 29 superseded value.
 AW4568
 AW4568.The geoid height was determined by GEOID03.
 AW4568
 AW4568;                    North         East    Units  Estimated Accuracy
 AW4568;SPC TXSC     - 4,209,860.      900,850.      MT  (+/- 180 meters Scaled)
 AW4568
 AW4568                          SUPERSEDED SURVEY CONTROL
 AW4568
 AW4568  NGVD 29 (01/29/03)   34.20   (m)          112.2    (f) RESET       3  
 AW4568
 AW4568.Superseded values are not recommended for survey control.
 AW4568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4568.See file dsdata.txt to determine how the superseded data were derived.
 AW4568
 AW4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN202880(NAD 83)
 AW4568_MARKER: DB = BENCH MARK DISK
 AW4568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4568_SP_SET: CULVERT
 AW4568_STAMPING: T 769 RESET 1947
 AW4568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4568
 AW4568  HISTORY     - Date     Condition        Report By
 AW4568  HISTORY     - 1947     MONUMENTED       TXHD
 AW4568  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4568
 AW4568                          STATION DESCRIPTION
 AW4568
 AW4568'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 AW4568'0.5 MI E FROM FULSHEAR.
 AW4568'0.5 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AW4568'STATION AT FULSHEAR, FORT BEND COUNTY, OPPOSITE MILEPOST 33, AT A
 AW4568'CONCRETE MULTIPLE-BOX CULVERT UNDER FARM-TO-MARKET HIGHWAY 359, NEAR
 AW4568'THE NORTHWEST CORNER, IN THE TOP OF THE NORTH HEADWALL, 16.5 FEET
 AW4568'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.8 FOOT LOWER THAN THE
 AW4568'HIGHWAY.
 AW4568
 AW4568                          STATION RECOVERY (2004)
 AW4568
 AW4568'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0314 ***********************************************************************
 BN0314  DESIGNATION -  T 77
 BN0314  PID         -  BN0314
 BN0314  STATE/COUNTY-  TX/KIMBLE
 BN0314  USGS QUAD   -  JUNCTION (1974)
 BN0314
 BN0314                         *CURRENT SURVEY CONTROL
 BN0314  ___________________________________________________________________
 BN0314* NAD 83(1986)-  30 26 52.     (N)    099 49 11.     (W)     SCALED    
 BN0314* NAVD 88     -       536.561  (meters)    1760.37   (feet)  ADJUSTED  
 BN0314  ___________________________________________________________________
 BN0314  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 BN0314  DYNAMIC HT  -         535.801 (meters)    1757.87  (feet)  COMP
 BN0314  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 BN0314
 BN0314  VERT ORDER  -  FIRST     CLASS II
 BN0314
 BN0314.The horizontal coordinates were scaled from a topographic map and have
 BN0314.an estimated accuracy of +/- 6 seconds.
 BN0314
 BN0314.The orthometric height was determined by differential leveling
 BN0314.and adjusted by the National Geodetic Survey in June 1991..
 BN0314
 BN0314.The geoid height was determined by GEOID03.
 BN0314
 BN0314.The dynamic height is computed by dividing the NAVD 88
 BN0314.geopotential number by the normal gravity value computed on the
 BN0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0314.degrees latitude (g = 980.6199 gals.).
 BN0314
 BN0314.The modeled gravity was interpolated from observed gravity values.
 BN0314
 BN0314;                    North         East    Units  Estimated Accuracy
 BN0314;SPC TX C     - 3,086,710.      749,330.      MT  (+/- 180 meters Scaled)
 BN0314
 BN0314                          SUPERSEDED SURVEY CONTROL
 BN0314
 BN0314  NGVD 29 (??/??/92)  536.416  (m)         1759.89   (f) ADJ UNCH    1 2
 BN0314
 BN0314.Superseded values are not recommended for survey control.
 BN0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0314.See file dsdata.txt to determine how the superseded data were derived.
 BN0314
 BN0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU212686(NAD 83)
 BN0314_MARKER: DB = BENCH MARK DISK
 BN0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0314_STAMPING: 1759.891 T 77 1931
 BN0314_MARK LOGO: CGS   
 BN0314_PROJECTION: PROJECTING 10 CENTIMETERS
 BN0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0314+STABILITY: SURFACE MOTION
 BN0314
 BN0314  HISTORY     - Date     Condition        Report By
 BN0314  HISTORY     - 1931     MONUMENTED       CGS
 BN0314  HISTORY     - 1974     GOOD             USGS
 BN0314  HISTORY     - 1982     GOOD             NGS
 BN0314  HISTORY     - 1990     GOOD             USPSQD
 BN0314  HISTORY     - 1991     GOOD             USPSQD
 BN0314  HISTORY     - 19981121 GOOD             USPSQD
 BN0314
 BN0314                          STATION DESCRIPTION
 BN0314
 BN0314'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 BN0314'4.6 MI SW FROM JUNCTION.
 BN0314'JUNCTION, JCT. U.S. HWY. 83 AND 377, 4.5 MI. S. ALONG U.S. HWY. 377.
 BN0314'AT A SMALL RISE.  37 FT. SE OF HIGHWAY.  19 FT. SW OF A GATE ON RD.
 BN0314'LEADING SE.  STANDARD BRONZE DISK STAMPED 1759.891 T 77 1931 SET IN A
 BN0314'SQUARE CONCRETE POST PROJECTING 0.4 FT.
 BN0314
 BN0314                          STATION RECOVERY (1982)
 BN0314
 BN0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0314'7.4 KM (4.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS JUNCTION
 BN0314'WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT A DRIVEWAY LEADING SOUTH
 BN0314'TO A WHITE STUCCO HOUSE, 11.2 METERS (36.7 FT) SOUTHEAST OF THE
 BN0314'CENTERLINE OF THE HIGHWAY, 5.9 METERS (19.4 FT) WEST-SOUTHWEST OF THE
 BN0314'CENTER OF A METAL GATE AND THE DRIVEWAY AND 1.9 METERS (6.2 FT)
 BN0314'SOUTHEAST OF A FENCE.
 BN0314'THE MARK IS 1.2 METERS  ENE FROM A WITNESS POST.
 BN0314'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BN0314
 BN0314                          STATION RECOVERY (1990)
 BN0314
 BN0314'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0314'RECOVERED IN GOOD CONDITION.
 BN0314
 BN0314                          STATION RECOVERY (1991)
 BN0314
 BN0314'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0314'RECOVERED IN GOOD CONDITION.
 BN0314
 BN0314                          STATION RECOVERY (1998)
 BN0314
 BN0314'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0841 ***********************************************************************
 AE0841  DESIGNATION -  T 770
 AE0841  PID         -  AE0841
 AE0841  STATE/COUNTY-  TX/STARR
 AE0841  USGS QUAD   -  LA GLORIA (1993)
 AE0841
 AE0841                         *CURRENT SURVEY CONTROL
 AE0841  ___________________________________________________________________
 AE0841* NAD 83(1986)-  26 42 53.     (N)    098 35 06.     (W)     SCALED    
 AE0841* NAVD 88     -       122.325  (meters)     401.33   (feet)  ADJUSTED  
 AE0841  ___________________________________________________________________
 AE0841  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AE0841  DYNAMIC HT  -         122.124 (meters)     400.67  (feet)  COMP
 AE0841  MODELED GRAV-     979,005.4   (mgal)                       NAVD 88
 AE0841
 AE0841  VERT ORDER  -  SECOND    CLASS 0
 AE0841
 AE0841.The horizontal coordinates were scaled from a topographic map and have
 AE0841.an estimated accuracy of +/- 6 seconds.
 AE0841
 AE0841.The orthometric height was determined by differential leveling
 AE0841.and adjusted by the National Geodetic Survey in June 1991..
 AE0841
 AE0841.The geoid height was determined by GEOID03.
 AE0841
 AE0841.The dynamic height is computed by dividing the NAVD 88
 AE0841.geopotential number by the normal gravity value computed on the
 AE0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0841.degrees latitude (g = 980.6199 gals.).
 AE0841
 AE0841.The modeled gravity was interpolated from observed gravity values.
 AE0841
 AE0841;                    North         East    Units  Estimated Accuracy
 AE0841;SPC TX S     - 5,116,120.      291,540.      MT  (+/- 180 meters Scaled)
 AE0841
 AE0841                          SUPERSEDED SURVEY CONTROL
 AE0841
 AE0841  NGVD 29 (??/??/92)  122.383  (m)          401.52   (f) ADJ UNCH    2 0
 AE0841
 AE0841.Superseded values are not recommended for survey control.
 AE0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0841.See file dsdata.txt to determine how the superseded data were derived.
 AE0841
 AE0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ412549(NAD 83)
 AE0841_MARKER: DB = BENCH MARK DISK
 AE0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0841_STAMPING: T 770 1942
 AE0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0841+STABILITY: SURFACE MOTION
 AE0841
 AE0841  HISTORY     - Date     Condition        Report By
 AE0841  HISTORY     - 1942     MONUMENTED       CGS
 AE0841  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0841
 AE0841                          STATION DESCRIPTION
 AE0841
 AE0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0841'3.7 MI W FROM LA GLORIA.
 AE0841'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 3.7 MILES
 AE0841'WESTERLY ALONG A COUNTY GRADED ROAD TO THE TANQUE ALEGRE (DIAMOND
 AE0841'CIRCLE) RANCH AND SITE OF BENCH MARK.  BENCH MARK IS 86.0 YARDS WEST
 AE0841'OF AND ACROSS THE ROAD FROM THE WEST EDGE OF THE RANCH ENTRANCE.  IT
 AE0841'IS 37.7 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AE0841'OF THE ROAD, 0.7 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE. MONUMENT
 AE0841'IS 2.2 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AE0841'0.2 FOOT ABOVE THE GROUND.
 AE0841
 AE0841                          STATION RECOVERY (1972)
 AE0841
 AE0841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0790 ***********************************************************************
 AE0790  DESIGNATION -  T 771
 AE0790  PID         -  AE0790
 AE0790  STATE/COUNTY-  TX/ZAPATA
 AE0790  USGS QUAD   -  LAS ESCOBAS RANCH (1993)
 AE0790
 AE0790                         *CURRENT SURVEY CONTROL
 AE0790  ___________________________________________________________________
 AE0790* NAD 83(1986)-  26 43 01.     (N)    098 59 37.     (W)     SCALED    
 AE0790* NAVD 88     -       144.281  (meters)     473.36   (feet)  ADJUSTED  
 AE0790  ___________________________________________________________________
 AE0790  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AE0790  DYNAMIC HT  -         144.047 (meters)     472.59  (feet)  COMP
 AE0790  MODELED GRAV-     979,020.6   (mgal)                       NAVD 88
 AE0790
 AE0790  VERT ORDER  -  SECOND    CLASS 0
 AE0790
 AE0790.The horizontal coordinates were scaled from a topographic map and have
 AE0790.an estimated accuracy of +/- 6 seconds.
 AE0790
 AE0790.The orthometric height was determined by differential leveling
 AE0790.and adjusted by the National Geodetic Survey in June 1991..
 AE0790
 AE0790.The geoid height was determined by GEOID03.
 AE0790
 AE0790.The dynamic height is computed by dividing the NAVD 88
 AE0790.geopotential number by the normal gravity value computed on the
 AE0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0790.degrees latitude (g = 980.6199 gals.).
 AE0790
 AE0790.The modeled gravity was interpolated from observed gravity values.
 AE0790
 AE0790;                    North         East    Units  Estimated Accuracy
 AE0790;SPC TX S     - 5,116,460.      250,890.      MT  (+/- 180 meters Scaled)
 AE0790
 AE0790                          SUPERSEDED SURVEY CONTROL
 AE0790
 AE0790  NGVD 29 (??/??/92)  144.336  (m)          473.54   (f) ADJ UNCH    2 0
 AE0790
 AE0790.Superseded values are not recommended for survey control.
 AE0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0790.See file dsdata.txt to determine how the superseded data were derived.
 AE0790
 AE0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ006550(NAD 83)
 AE0790_MARKER: DB = BENCH MARK DISK
 AE0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0790_STAMPING: T 771 1942
 AE0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0790+STABILITY: SURFACE MOTION
 AE0790
 AE0790  HISTORY     - Date     Condition        Report By
 AE0790  HISTORY     - 1942     MONUMENTED       CGS
 AE0790  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0790
 AE0790                          STATION DESCRIPTION
 AE0790
 AE0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0790'18.6 MI SW FROM GUERRA.
 AE0790'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0790'GUERRA) PROCEED 10.9 MILES SOUTHWEST ALONG A DIRT ROAD TO THE JUNCTION
 AE0790'OF A COUNTY GRAVEL ROAD, THENCE CONTINUE 2.1 MILES SOUTH ALONG GRAVEL
 AE0790'ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING WESTERLY, THENCE 2.0
 AE0790'MILES WESTERLY ALONG DIRT ROAD TO THE INTERSECTION OF A TRACK ROAD
 AE0790'RUNNING NORTHEAST AND SOUTHWEST ALONG A FENCE LINE, THENCE 0.3 MILE
 AE0790'SOUTHWEST ALONG FENCE LINE TO THE INTERSECTION OF A TRACK ROAD LEADING
 AE0790'NORTHWESTERLY, THENCE 0.7 MILE NORTHWESTERLY ALONG TRACK ROAD TO SITE
 AE0790'OF BENCH MARK.  BENCH MARK IS 0.45 MILE SOUTHEAST OF A DAM AND A SMALL
 AE0790'WATER-HOLE.  IT IS 14.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION
 AE0790'AS THE CENTERLINE OF DIRT ROAD. MONUMENT IS 3.0 FEET NORTHWEST OF A
 AE0790'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT.
 AE0790
 AE0790                          STATION RECOVERY (1972)
 AE0790
 AE0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1217 ***********************************************************************
 AE1217  DESIGNATION -  T 772
 AE1217  PID         -  AE1217
 AE1217  STATE/COUNTY-  TX/STARR
 AE1217  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1217
 AE1217                         *CURRENT SURVEY CONTROL
 AE1217  ___________________________________________________________________
 AE1217* NAD 83(1986)-  26 29 11.     (N)    099 03 26.     (W)     SCALED    
 AE1217* NAVD 88     -        81.448  (meters)     267.22   (feet)  ADJUSTED  
 AE1217  ___________________________________________________________________
 AE1217  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AE1217  DYNAMIC HT  -          81.314 (meters)     266.78  (feet)  COMP
 AE1217  MODELED GRAV-     979,008.3   (mgal)                       NAVD 88
 AE1217
 AE1217  VERT ORDER  -  FIRST     CLASS II
 AE1217
 AE1217.The horizontal coordinates were scaled from a topographic map and have
 AE1217.an estimated accuracy of +/- 6 seconds.
 AE1217
 AE1217.The orthometric height was determined by differential leveling
 AE1217.and adjusted by the National Geodetic Survey in June 1991..
 AE1217
 AE1217.The geoid height was determined by GEOID03.
 AE1217
 AE1217.The dynamic height is computed by dividing the NAVD 88
 AE1217.geopotential number by the normal gravity value computed on the
 AE1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1217.degrees latitude (g = 980.6199 gals.).
 AE1217
 AE1217.The modeled gravity was interpolated from observed gravity values.
 AE1217
 AE1217;                    North         East    Units  Estimated Accuracy
 AE1217;SPC TX S     - 5,090,940.      244,450.      MT  (+/- 180 meters Scaled)
 AE1217
 AE1217                          SUPERSEDED SURVEY CONTROL
 AE1217
 AE1217  NGVD 29 (??/??/92)   81.484  (m)          267.34   (f) ADJ UNCH    1 2
 AE1217
 AE1217.Superseded values are not recommended for survey control.
 AE1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1217.See file dsdata.txt to determine how the superseded data were derived.
 AE1217
 AE1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ942295(NAD 83)
 AE1217_MARKER: DB = BENCH MARK DISK
 AE1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1217_SP_SET: CULVERT
 AE1217_STAMPING: T 772 1942
 AE1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1217
 AE1217  HISTORY     - Date     Condition        Report By
 AE1217  HISTORY     - 1942     MONUMENTED       CGS
 AE1217  HISTORY     - 1956     GOOD             NGS
 AE1217  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1217  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1217
 AE1217                          STATION DESCRIPTION
 AE1217
 AE1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1217'6.2 MI NW FROM ROMA.
 AE1217'6.2 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE1217'ROMA, 0.1 MILE NORTHWEST OF A CONCRETE BRIDGE OVER A CREEK, 18 FEET
 AE1217'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AE1217'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
 AE1217
 AE1217                          STATION RECOVERY (1965)
 AE1217
 AE1217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1217'MARK NOT FOUND.
 AE1217
 AE1217                          STATION RECOVERY (1981)
 AE1217
 AE1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1217'MARK NOT RECOVERED, HEADWALL APPEARS TO HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0896 ***********************************************************************
 AE0896  DESIGNATION -  T 773
 AE0896  PID         -  AE0896
 AE0896  STATE/COUNTY-  TX/JIM HOGG
 AE0896  USGS QUAD   -  AGUA NUEVA (1972)
 AE0896
 AE0896                         *CURRENT SURVEY CONTROL
 AE0896  ___________________________________________________________________
 AE0896* NAD 83(1986)-  26 52 42.     (N)    098 36 43.     (W)     SCALED    
 AE0896* NAVD 88     -       135.360  (meters)     444.09   (feet)  ADJUSTED  
 AE0896  ___________________________________________________________________
 AE0896  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AE0896  DYNAMIC HT  -         135.139 (meters)     443.37  (feet)  COMP
 AE0896  MODELED GRAV-     979,014.4   (mgal)                       NAVD 88
 AE0896
 AE0896  VERT ORDER  -  SECOND    CLASS 0
 AE0896
 AE0896.The horizontal coordinates were scaled from a topographic map and have
 AE0896.an estimated accuracy of +/- 6 seconds.
 AE0896
 AE0896.The orthometric height was determined by differential leveling
 AE0896.and adjusted by the National Geodetic Survey in June 1991..
 AE0896
 AE0896.The geoid height was determined by GEOID03.
 AE0896
 AE0896.The dynamic height is computed by dividing the NAVD 88
 AE0896.geopotential number by the normal gravity value computed on the
 AE0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0896.degrees latitude (g = 980.6199 gals.).
 AE0896
 AE0896.The modeled gravity was interpolated from observed gravity values.
 AE0896
 AE0896;                    North         East    Units  Estimated Accuracy
 AE0896;SPC TX S     - 5,134,250.      288,880.      MT  (+/- 180 meters Scaled)
 AE0896
 AE0896                          SUPERSEDED SURVEY CONTROL
 AE0896
 AE0896  NGVD 29 (??/??/92)  135.407  (m)          444.25   (f) ADJ UNCH    2 0
 AE0896
 AE0896.Superseded values are not recommended for survey control.
 AE0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0896.See file dsdata.txt to determine how the superseded data were derived.
 AE0896
 AE0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ385730(NAD 83)
 AE0896_MARKER: DB = BENCH MARK DISK
 AE0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0896_STAMPING: T 773 1943
 AE0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0896+STABILITY: SURFACE MOTION
 AE0896
 AE0896  HISTORY     - Date     Condition        Report By
 AE0896  HISTORY     - 1943     MONUMENTED       CGS
 AE0896  HISTORY     - 1973     GOOD             USGS
 AE0896
 AE0896                          STATION DESCRIPTION
 AE0896
 AE0896'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AE0896'6.0 MI N FROM RAMIRITO.
 AE0896'6.0 MILES NORTH ALONG GRAVEL ROAD FROM RAMIRITO.  BENCH MARK IS
 AE0896'LOCATED 1.8 MILES SOUTH ALONG FARM ROAD NO. 1017 FROM THE COMMUNITY OF
 AE0896'AGUA NUEVA.  B.M. IS 77 FEET EAST OF CENTERLINE OF ROAD, 435 FET NORTH
 AE0896'OF AN EAST-WEST FENCE, IN LINE OF POWER POLES.  B.M. PROJECTS 2.4 FEET
 AE0896'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1114 ***********************************************************************
 AE1114  DESIGNATION -  T 774
 AE1114  PID         -  AE1114
 AE1114  STATE/COUNTY-  TX/ZAPATA
 AE1114  USGS QUAD   -  BECKWITH ARM (1980)
 AE1114
 AE1114                         *CURRENT SURVEY CONTROL
 AE1114  ___________________________________________________________________
 AE1114* NAD 83(1986)-  26 43 31.     (N)    099 11 34.     (W)     SCALED    
 AE1114* NAVD 88     -        84.125  (meters)     276.00   (feet)  ADJUSTED  
 AE1114  ___________________________________________________________________
 AE1114  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AE1114  DYNAMIC HT  -          83.988 (meters)     275.55  (feet)  COMP
 AE1114  MODELED GRAV-     979,027.2   (mgal)                       NAVD 88
 AE1114
 AE1114  VERT ORDER  -  FIRST     CLASS II
 AE1114
 AE1114.The horizontal coordinates were scaled from a topographic map and have
 AE1114.an estimated accuracy of +/- 6 seconds.
 AE1114
 AE1114.The orthometric height was determined by differential leveling
 AE1114.and adjusted by the National Geodetic Survey in June 1991..
 AE1114.WARNING-Repeat measurements at this control monument indicate possible
 AE1114.vertical movement.
 AE1114
 AE1114.The geoid height was determined by GEOID03.
 AE1114
 AE1114.The dynamic height is computed by dividing the NAVD 88
 AE1114.geopotential number by the normal gravity value computed on the
 AE1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1114.degrees latitude (g = 980.6199 gals.).
 AE1114
 AE1114.The modeled gravity was interpolated from observed gravity values.
 AE1114
 AE1114;                    North         East    Units  Estimated Accuracy
 AE1114;SPC TX S     - 5,117,480.      231,080.      MT  (+/- 180 meters Scaled)
 AE1114
 AE1114                          SUPERSEDED SURVEY CONTROL
 AE1114
 AE1114  NGVD 29 (??/??/92)   84.168  (m)          276.14   (f) ADJ UNCH    1 2
 AE1114
 AE1114.Superseded values are not recommended for survey control.
 AE1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1114.See file dsdata.txt to determine how the superseded data were derived.
 AE1114
 AE1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ808560(NAD 83)
 AE1114_MARKER: DB = BENCH MARK DISK
 AE1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1114_SP_SET: CULVERT
 AE1114_STAMPING: T 774 1942
 AE1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1114
 AE1114  HISTORY     - Date     Condition        Report By
 AE1114  HISTORY     - 1942     MONUMENTED       CGS
 AE1114  HISTORY     - 1956     GOOD             NGS
 AE1114  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1114
 AE1114                          STATION DESCRIPTION
 AE1114
 AE1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1114'16.7 MI SE FROM ZAPATA.
 AE1114'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1114'ZAPATA, THENCE 13.3 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 21 FEET
 AE1114'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE
 AE1114'NORTHWEST END OF THE NORTHEAST HEADWALL OF A LARGE CONCRETE CULVERT.
 AE1114
 AE1114                          STATION RECOVERY (1965)
 AE1114
 AE1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0982 ***********************************************************************
 AJ0982  DESIGNATION -  T 775
 AJ0982  PID         -  AJ0982
 AJ0982  STATE/COUNTY-  TX/ZAPATA
 AJ0982  USGS QUAD   -  ARROYO BURRO (1980)
 AJ0982
 AJ0982                         *CURRENT SURVEY CONTROL
 AJ0982  ___________________________________________________________________
 AJ0982* NAD 83(1986)-  27 06 25.     (N)    099 19 33.     (W)     SCALED    
 AJ0982* NAVD 88     -       137.685  (meters)     451.72   (feet)  ADJUSTED  
 AJ0982  ___________________________________________________________________
 AJ0982  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AJ0982  DYNAMIC HT  -         137.463 (meters)     450.99  (feet)  COMP
 AJ0982  MODELED GRAV-     979,034.1   (mgal)                       NAVD 88
 AJ0982
 AJ0982  VERT ORDER  -  SECOND    CLASS 0
 AJ0982
 AJ0982.The horizontal coordinates were scaled from a topographic map and have
 AJ0982.an estimated accuracy of +/- 6 seconds.
 AJ0982
 AJ0982.The orthometric height was determined by differential leveling
 AJ0982.and adjusted by the National Geodetic Survey in June 1991..
 AJ0982
 AJ0982.The geoid height was determined by GEOID03.
 AJ0982
 AJ0982.The dynamic height is computed by dividing the NAVD 88
 AJ0982.geopotential number by the normal gravity value computed on the
 AJ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0982.degrees latitude (g = 980.6199 gals.).
 AJ0982
 AJ0982.The modeled gravity was interpolated from observed gravity values.
 AJ0982
 AJ0982;                    North         East    Units  Estimated Accuracy
 AJ0982;SPC TX S     - 5,159,840.      218,120.      MT  (+/- 180 meters Scaled)
 AJ0982
 AJ0982                          SUPERSEDED SURVEY CONTROL
 AJ0982
 AJ0982  NGVD 29 (??/??/92)  137.730  (m)          451.87   (f) ADJ UNCH    2 0
 AJ0982
 AJ0982.Superseded values are not recommended for survey control.
 AJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0982.See file dsdata.txt to determine how the superseded data were derived.
 AJ0982
 AJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ677983(NAD 83)
 AJ0982_MARKER: DB = BENCH MARK DISK
 AJ0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0982_SP_SET: CATTLE GUARD
 AJ0982_STAMPING: T 775 1943
 AJ0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0982
 AJ0982  HISTORY     - Date     Condition        Report By
 AJ0982  HISTORY     - 1943     MONUMENTED       CGS
 AJ0982  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0982
 AJ0982                          STATION DESCRIPTION
 AJ0982
 AJ0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0982'8.85 MI NE FROM SAN YGNACIO.
 AJ0982'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 8.85 MILES
 AJ0982'NORTHEAST ALONG A GRAVEL ROAD TO A CONCRETE CATTLE GUARD AND SITE OF
 AJ0982'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTHWEST END OF
 AJ0982'THE NORTHWEST HEADWALL OF CATTLE GUARD.  IT IS 20.0 FEET NORTHWEST OF
 AJ0982'THE RIGHT OF WAY FENCE, 5.5 FEET NORTHWEST OF AND ABOUT 2.0 FEET ABOVE
 AJ0982'THE CENTERLINE OF ROAD.
 AJ0982
 AJ0982                          STATION RECOVERY (1975)
 AJ0982
 AJ0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0336 ***********************************************************************
 AB0336  DESIGNATION -  T 776
 AB0336  PID         -  AB0336
 AB0336  STATE/COUNTY-  TX/CAMERON
 AB0336  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0336
 AB0336                         *CURRENT SURVEY CONTROL
 AB0336  ___________________________________________________________________
 AB0336* NAD 83(1986)-  26 04 15.     (N)    097 15 09.     (W)     SCALED    
 AB0336* NAVD 88     -         3.035  (meters)       9.96   (feet)  ADJUSTED  
 AB0336  ___________________________________________________________________
 AB0336  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB0336  DYNAMIC HT  -           3.030 (meters)       9.94  (feet)  COMP
 AB0336  MODELED GRAV-     979,063.4   (mgal)                       NAVD 88
 AB0336
 AB0336  VERT ORDER  -  SECOND    CLASS 0
 AB0336
 AB0336.The horizontal coordinates were scaled from a topographic map and have
 AB0336.an estimated accuracy of +/- 6 seconds.
 AB0336
 AB0336.The orthometric height was determined by differential leveling
 AB0336.and adjusted by the National Geodetic Survey in June 1991..
 AB0336
 AB0336.The geoid height was determined by GEOID03.
 AB0336
 AB0336.The dynamic height is computed by dividing the NAVD 88
 AB0336.geopotential number by the normal gravity value computed on the
 AB0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0336.degrees latitude (g = 980.6199 gals.).
 AB0336
 AB0336.The modeled gravity was interpolated from observed gravity values.
 AB0336
 AB0336;                    North         East    Units  Estimated Accuracy
 AB0336;SPC TX S     - 5,045,400.      424,820.      MT  (+/- 180 meters Scaled)
 AB0336
 AB0336                          SUPERSEDED SURVEY CONTROL
 AB0336
 AB0336  NGVD 29 (??/??/92)    3.137  (m)           10.29   (f) ADJ UNCH    2 0
 AB0336
 AB0336.Superseded values are not recommended for survey control.
 AB0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0336.See file dsdata.txt to determine how the superseded data were derived.
 AB0336
 AB0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP747847(NAD 83)
 AB0336_MARKER: DB = BENCH MARK DISK
 AB0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0336_STAMPING: T 776 1942
 AB0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0336+STABILITY: SURFACE MOTION
 AB0336
 AB0336  HISTORY     - Date     Condition        Report By
 AB0336  HISTORY     - 1942     MONUMENTED       CGS
 AB0336  HISTORY     - 1950     GOOD             NGS
 AB0336
 AB0336                          STATION DESCRIPTION
 AB0336
 AB0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0336'3.4 MI SW FROM PORT ISABEL.
 AB0336'TO REACH FROM THE POST OFFICE AT PORT ISABEL, PROCEED WESTERLY ON
 AB0336'STATE HIGHWAY NUMBER 100, GO 2.8 MILES.  TURN SOUTHERLY (LEFT) ONTO
 AB0336'THE OLD BOCA CHICA CUTOFF ROAD, AND GO 0.6 MILE TO SITE OF BENCH MARK.
 AB0336'BENCH MARK IS AT THE NORTH POINT OF A LAGOON.  ABOUT 100 FEET SOUTH
 AB0336'OF A CURVE IN THE ROAD.  36 FEET WEST OF THE EDGE OF THE LAGOON BANK.
 AB0336'36 FEET EAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.
 AB0336'AND 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
 AB0336
 AB0336                          STATION RECOVERY (1950)
 AB0336
 AB0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0466 ***********************************************************************
 AE0466  DESIGNATION -  T 777 RESET
 AE0466  PID         -  AE0466
 AE0466  STATE/COUNTY-  TX/HIDALGO
 AE0466  USGS QUAD   -  FAYSVILLE (1963)
 AE0466
 AE0466                         *CURRENT SURVEY CONTROL
 AE0466  ___________________________________________________________________
 AE0466* NAD 83(1986)-  26 27 40.     (N)    098 08 00.     (W)     SCALED    
 AE0466* NAVD 88     -        24.82   (meters)      81.4    (feet)  RESET     
 AE0466  ___________________________________________________________________
 AE0466  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE0466
 AE0466  VERT ORDER  -  THIRD
 AE0466
 AE0466.The horizontal coordinates were scaled from a topographic map and have
 AE0466.an estimated accuracy of +/- 6 seconds.
 AE0466
 AE0466.The orthometric height was computed from unverified reset data.
 AE0466
 AE0466.The geoid height was determined by GEOID03.
 AE0466
 AE0466;                    North         East    Units  Estimated Accuracy
 AE0466;SPC TX S     - 5,088,070.      336,560.      MT  (+/- 180 meters Scaled)
 AE0466
 AE0466                          SUPERSEDED SURVEY CONTROL
 AE0466
 AE0466.No superseded survey control is available for this station.
 AE0466
 AE0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ863270(NAD 83)
 AE0466_MARKER: DB = BENCH MARK DISK
 AE0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0466_STAMPING: T 777 RESET 1954
 AE0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0466+STABILITY: SURFACE MOTION
 AE0466
 AE0466  HISTORY     - Date     Condition        Report By
 AE0466  HISTORY     - 1954     MONUMENTED       TXHD
 AE0466  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0466
 AE0466                          STATION DESCRIPTION
 AE0466
 AE0466'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AE0466'7.2 MI S FROM SAN MANUEL.
 AE0466'ABOUT 7.2 MILES SOUTH ALONG HIGHWAY NO. 281 FROM THE CHURCH AT SAN
 AE0466'MANUEL, HIDALGO COUNTY ALONG THE EAST RIGHT-OF-WAY LINE OF THE HIGHWAY
 AE0466'IN THE FRONT YARD OF A PINK STUCCO HOUSE, 11 YARDS NORTH OF THE CENTER
 AE0466'LINE OF THE ROAD ENTERING THE YARD AT THE SOUTHWEST CORNER OF THE YARD
 AE0466'AND 2 FEET SOUTH OF A WHITE 4 X 4 REFERENCE POST.  A STANDARD DISK
 AE0466'STAMPED T 777 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST WHICH
 AE0466'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 AE0466
 AE0466                          STATION RECOVERY (1992)
 AE0466
 AE0466'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0572 ***********************************************************************
 AJ0572  DESIGNATION -  T 778
 AJ0572  PID         -  AJ0572
 AJ0572  STATE/COUNTY-  TX/JIM HOGG
 AJ0572  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0572
 AJ0572                         *CURRENT SURVEY CONTROL
 AJ0572  ___________________________________________________________________
 AJ0572* NAD 83(1986)-  27 17 41.     (N)    098 41 10.     (W)     SCALED    
 AJ0572* NAVD 88     -       176.979  (meters)     580.64   (feet)  ADJUSTED  
 AJ0572  ___________________________________________________________________
 AJ0572  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AJ0572  DYNAMIC HT  -         176.694 (meters)     579.70  (feet)  COMP
 AJ0572  MODELED GRAV-     979,036.3   (mgal)                       NAVD 88
 AJ0572
 AJ0572  VERT ORDER  -  SECOND    CLASS 0
 AJ0572
 AJ0572.The horizontal coordinates were scaled from a topographic map and have
 AJ0572.an estimated accuracy of +/- 6 seconds.
 AJ0572
 AJ0572.The orthometric height was determined by differential leveling
 AJ0572.and adjusted by the National Geodetic Survey in June 1991..
 AJ0572
 AJ0572.The geoid height was determined by GEOID03.
 AJ0572
 AJ0572.The dynamic height is computed by dividing the NAVD 88
 AJ0572.geopotential number by the normal gravity value computed on the
 AJ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0572.degrees latitude (g = 980.6199 gals.).
 AJ0572
 AJ0572.The modeled gravity was interpolated from observed gravity values.
 AJ0572
 AJ0572;                    North         East    Units  Estimated Accuracy
 AJ0572;SPC TX S     - 5,180,390.      281,580.      MT  (+/- 180 meters Scaled)
 AJ0572
 AJ0572                          SUPERSEDED SURVEY CONTROL
 AJ0572
 AJ0572  NGVD 29 (??/??/92)  177.007  (m)          580.73   (f) ADJ UNCH    2 0
 AJ0572
 AJ0572.Superseded values are not recommended for survey control.
 AJ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0572.See file dsdata.txt to determine how the superseded data were derived.
 AJ0572
 AJ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR310191(NAD 83)
 AJ0572_MARKER: DB = BENCH MARK DISK
 AJ0572_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0572_SP_SET: BEDROCK
 AJ0572_STAMPING: T 778 1943
 AJ0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0572+STABILITY: POSITION/ELEVATION WELL
 AJ0572
 AJ0572  HISTORY     - Date     Condition        Report By
 AJ0572  HISTORY     - 1943     MONUMENTED       CGS
 AJ0572  HISTORY     - 1949     GOOD             NGS
 AJ0572  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0572
 AJ0572                          STATION DESCRIPTION
 AJ0572
 AJ0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0572'1.1 MI SW FROM HEBBRONVILLE.
 AJ0572'A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK, 30 FEET WEST OF THE
 AJ0572'CENTERLINE OF THE HIGHWAY, ABOUT 250 FEET NORTH OF THE TOP OF THE
 AJ0572'DIVIDE, 39 FEET SOUTH OF A TELEPHONE POLE AND A SMALL RED MOUND WHICH
 AJ0572'MARKS THE NORTH END OF THE OUTCROP AND 4 FEET WEST OF THE WEST
 AJ0572'RIGHT-OF-WAY FENCE.  THE MARK IS SURROUNDED BY A RING OF LOOSE ROCKS.
 AJ0572'IT IS 115 FEET NORTHWEST OF THE GATE POSTS WHICH MARK THE ENTRANCE TO
 AJ0572'AN OLD ROCKPIT ON THE EAST SIDE OF THE HIGHWAY.  NOTE-- TO REACH FROM
 AJ0572'HEBBRONVILLE - GO SOUTH ON HIGHWAY NO. 285 FROM THE JUNCTION WITH
 AJ0572'HIGHWAY NO. 59 0.3 MILE.  THEN TURN RIGHT AND GO WEST AND SOUTH ON
 AJ0572'HIGHWAY NO. 496, 0.8 MILE TO THE BENCH MARK ON THE RIGHT OR WEST SIDE
 AJ0572'OF THE HIGHWAY.
 AJ0572
 AJ0572                          STATION RECOVERY (1968)
 AJ0572
 AJ0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0629 ***********************************************************************
 AJ0629  DESIGNATION -  T 779
 AJ0629  PID         -  AJ0629
 AJ0629  STATE/COUNTY-  TX/WEBB
 AJ0629  USGS QUAD   -  ALBERCAS RANCH (1972)
 AJ0629
 AJ0629                         *CURRENT SURVEY CONTROL
 AJ0629  ___________________________________________________________________
 AJ0629* NAD 83(1986)-  27 19 05.     (N)    098 58 06.     (W)     SCALED    
 AJ0629* NAVD 88     -       258.792  (meters)     849.05   (feet)  POSTED    
 AJ0629  ___________________________________________________________________
 AJ0629  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AJ0629  DYNAMIC HT  -         258.370 (meters)     847.67  (feet)  COMP
 AJ0629  MODELED GRAV-     979,024.3   (mgal)                       NAVD 88
 AJ0629
 AJ0629  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0629
 AJ0629.The horizontal coordinates were scaled from a topographic map and have
 AJ0629.an estimated accuracy of +/- 6 seconds.
 AJ0629
 AJ0629.The orthometric height was determined by differential leveling
 AJ0629.and adjusted by the National Geodetic Survey in 1992..
 AJ0629.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0629.rate of 1.1 thru 2.0 mm/km.
 AJ0629
 AJ0629.The geoid height was determined by GEOID03.
 AJ0629
 AJ0629.The dynamic height is computed by dividing the NAVD 88
 AJ0629.geopotential number by the normal gravity value computed on the
 AJ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0629.degrees latitude (g = 980.6199 gals.).
 AJ0629
 AJ0629.The modeled gravity was interpolated from observed gravity values.
 AJ0629
 AJ0629;                    North         East    Units  Estimated Accuracy
 AJ0629;SPC TX S     - 5,183,050.      253,650.      MT  (+/- 180 meters Scaled)
 AJ0629
 AJ0629                          SUPERSEDED SURVEY CONTROL
 AJ0629
 AJ0629  NGVD 29 (??/??/92)  258.816  (m)          849.13   (f) ADJ UNCH    2 0
 AJ0629
 AJ0629.Superseded values are not recommended for survey control.
 AJ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0629.See file dsdata.txt to determine how the superseded data were derived.
 AJ0629
 AJ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR031216(NAD 83)
 AJ0629_MARKER: DB = BENCH MARK DISK
 AJ0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0629_STAMPING: T 779 1943
 AJ0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0629+STABILITY: SURFACE MOTION
 AJ0629
 AJ0629  HISTORY     - Date     Condition        Report By
 AJ0629  HISTORY     - 1943     MONUMENTED       CGS
 AJ0629
 AJ0629                          STATION DESCRIPTION
 AJ0629
 AJ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0629'8.6 MI S FROM MIRANDO CITY.
 AJ0629'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0629'PAVED ROAD AND GO 8.6 MILES TO SITE OF BENCH MARK.  BENCH MARK IS
 AJ0629'ABOUT 0.3 MILE SOUTH OF A CATTLEGUARD.  35 FEET WEST OF AND ABOUT THE
 AJ0629'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4
 AJ0629'BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF THE RIGHT OF WAY
 AJ0629'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0042 ***********************************************************************
 BO0042  DESIGNATION -  T 78
 BO0042  PID         -  BO0042
 BO0042  STATE/COUNTY-  TX/EDWARDS
 BO0042  USGS QUAD   -  RAY LAKE SE (1987)
 BO0042
 BO0042                         *CURRENT SURVEY CONTROL
 BO0042  ___________________________________________________________________
 BO0042* NAD 83(1986)-  30 00 21.     (N)    100 21 36.     (W)     SCALED    
 BO0042* NAVD 88     -       657.829  (meters)    2158.23   (feet)  ADJUSTED  
 BO0042  ___________________________________________________________________
 BO0042  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 BO0042  DYNAMIC HT  -         656.850 (meters)    2155.02  (feet)  COMP
 BO0042  MODELED GRAV-     979,132.5   (mgal)                       NAVD 88
 BO0042
 BO0042  VERT ORDER  -  FIRST     CLASS II
 BO0042
 BO0042.The horizontal coordinates were scaled from a topographic map and have
 BO0042.an estimated accuracy of +/- 6 seconds.
 BO0042
 BO0042.The orthometric height was determined by differential leveling
 BO0042.and adjusted by the National Geodetic Survey in June 1991..
 BO0042
 BO0042.The geoid height was determined by GEOID03.
 BO0042
 BO0042.The dynamic height is computed by dividing the NAVD 88
 BO0042.geopotential number by the normal gravity value computed on the
 BO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0042.degrees latitude (g = 980.6199 gals.).
 BO0042
 BO0042.The modeled gravity was interpolated from observed gravity values.
 BO0042
 BO0042;                    North         East    Units  Estimated Accuracy
 BO0042;SPC TXSC     - 4,241,540.      468,800.      MT  (+/- 180 meters Scaled)
 BO0042
 BO0042                          SUPERSEDED SURVEY CONTROL
 BO0042
 BO0042  NGVD 29 (??/??/92)  657.759  (m)         2158.00   (f) ADJ UNCH    1 2
 BO0042
 BO0042.Superseded values are not recommended for survey control.
 BO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0042.See file dsdata.txt to determine how the superseded data were derived.
 BO0042
 BO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU688202(NAD 83)
 BO0042_MARKER: DB = BENCH MARK DISK
 BO0042_SETTING: 66 = SET IN ROCK OUTCROP
 BO0042_SP_SET: OUTCROP
 BO0042_STAMPING: 2157.998 T 78 1931
 BO0042_MARK LOGO: CGS   
 BO0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0042+STABILITY: POSITION/ELEVATION WELL
 BO0042
 BO0042  HISTORY     - Date     Condition        Report By
 BO0042  HISTORY     - 1931     MONUMENTED       CGS
 BO0042  HISTORY     - 1971     GOOD             USGS
 BO0042  HISTORY     - 1981     GOOD             NGS
 BO0042
 BO0042                          STATION DESCRIPTION
 BO0042
 BO0042'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0042'9.1 MI SW FROM ROCK SPRINGS.
 BO0042'9.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE COURTHOUSE AT
 BO0042'ROCKSPRINGS, EDWARDS COUNTY, 48 FEET NORTH OF THE CENTERLINE OF THE
 BO0042'HIGHWAY, 36 FEET EAST OF THE CENTER OF A GATE, 21 FEET NORTHWEST OF A
 BO0042'FENCE CORNER, 1 FOOT EAST OF A FENCE, SET IN A FLAT ROCK OUTCROP. A
 BO0042'STANDARD DISK, STAMPED 2157.998 T 78 1931.
 BO0042
 BO0042                          STATION RECOVERY (1981)
 BO0042
 BO0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0042'15.4 KM (9.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0042'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, AT A FIELD ROAD LEADING
 BO0042'NORTHWEST TO THE BIG BEAR RANCH, IN THE SOUTHEAST END OF A 9 BY 27 FT
 BO0042'EXPOSED AREA OF OUTCROPPING BEDROCK, 18.7 METERS (61.4 FT)
 BO0042'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.0 METERS (36.1
 BO0042'FT) EAST-NORTHEAST OF THE CENTER OF THE ROAD AND A METAL GATE, 1.1
 BO0042'METERS (3.6 FT) EAST-NORTHEAST OF A FENCE CORNER AND 0.3 METER (1.0
 BO0042'FT) SOUTH-SOUTHEAST OF A FENCE.
 BO0042'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BO0042'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0688 ***********************************************************************
 AJ0688  DESIGNATION -  T 780
 AJ0688  PID         -  AJ0688
 AJ0688  STATE/COUNTY-  TX/JIM HOGG
 AJ0688  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0688
 AJ0688                         *CURRENT SURVEY CONTROL
 AJ0688  ___________________________________________________________________
 AJ0688* NAD 83(1986)-  27 12 29.     (N)    098 55 05.     (W)     SCALED    
 AJ0688* NAVD 88     -       238.010  (meters)     780.87   (feet)  POSTED    
 AJ0688  ___________________________________________________________________
 AJ0688  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AJ0688  DYNAMIC HT  -         237.630 (meters)     779.62  (feet)  COMP
 AJ0688  MODELED GRAV-     979,026.5   (mgal)                       NAVD 88
 AJ0688
 AJ0688  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0688
 AJ0688.The horizontal coordinates were scaled from a topographic map and have
 AJ0688.an estimated accuracy of +/- 6 seconds.
 AJ0688
 AJ0688.The orthometric height was determined by differential leveling
 AJ0688.and adjusted by the National Geodetic Survey in 1992..
 AJ0688.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0688.rate of 0.0 thru 1.0 mm/km.
 AJ0688
 AJ0688.The geoid height was determined by GEOID03.
 AJ0688
 AJ0688.The dynamic height is computed by dividing the NAVD 88
 AJ0688.geopotential number by the normal gravity value computed on the
 AJ0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0688.degrees latitude (g = 980.6199 gals.).
 AJ0688
 AJ0688.The modeled gravity was interpolated from observed gravity values.
 AJ0688
 AJ0688;                    North         East    Units  Estimated Accuracy
 AJ0688;SPC TX S     - 5,170,840.      258,590.      MT  (+/- 180 meters Scaled)
 AJ0688
 AJ0688                          SUPERSEDED SURVEY CONTROL
 AJ0688
 AJ0688  NGVD 29 (??/??/92)  238.036  (m)          780.96   (f) ADJ UNCH    2 0
 AJ0688
 AJ0688.Superseded values are not recommended for survey control.
 AJ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0688.See file dsdata.txt to determine how the superseded data were derived.
 AJ0688
 AJ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR081094(NAD 83)
 AJ0688_MARKER: DB = BENCH MARK DISK
 AJ0688_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0688_SP_SET: ROCK OUTCROP
 AJ0688_STAMPING: T 780 1943
 AJ0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0688+STABILITY: POSITION/ELEVATION WELL
 AJ0688
 AJ0688  HISTORY     - Date     Condition        Report By
 AJ0688  HISTORY     - 1943     MONUMENTED       CGS
 AJ0688
 AJ0688                          STATION DESCRIPTION
 AJ0688
 AJ0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0688'19.1 MI SW FROM HEBBRONVILLE.
 AJ0688'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0688'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0688'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.
 AJ0688'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 17.1 MILES TO
 AJ0688'TOP OF SMALL ROCKY HILL AND SITE OF BENCH MARK.  BENCH MARK IS ON TOP
 AJ0688'OF THE HILL, ABOUT 2.0 MILES EASTERLY FROM THOMPSONVILLE. 27 FEET
 AJ0688'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AJ0688'AND SET HORIZONTALLY IN TOP OF A WHITE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0892 ***********************************************************************
 AE0892  DESIGNATION -  T 781
 AE0892  PID         -  AE0892
 AE0892  STATE/COUNTY-  TX/JIM HOGG
 AE0892  USGS QUAD   -  AGUA NUEVA (1972)
 AE0892
 AE0892                         *CURRENT SURVEY CONTROL
 AE0892  ___________________________________________________________________
 AE0892* NAD 83(1986)-  26 55 56.     (N)    098 35 43.     (W)     SCALED    
 AE0892* NAVD 88     -       133.854  (meters)     439.15   (feet)  ADJUSTED  
 AE0892  ___________________________________________________________________
 AE0892  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AE0892  DYNAMIC HT  -         133.635 (meters)     438.43  (feet)  COMP
 AE0892  MODELED GRAV-     979,014.2   (mgal)                       NAVD 88
 AE0892
 AE0892  VERT ORDER  -  SECOND    CLASS 0
 AE0892
 AE0892.The horizontal coordinates were scaled from a topographic map and have
 AE0892.an estimated accuracy of +/- 6 seconds.
 AE0892
 AE0892.The orthometric height was determined by differential leveling
 AE0892.and adjusted by the National Geodetic Survey in June 1991..
 AE0892
 AE0892.The geoid height was determined by GEOID03.
 AE0892
 AE0892.The dynamic height is computed by dividing the NAVD 88
 AE0892.geopotential number by the normal gravity value computed on the
 AE0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0892.degrees latitude (g = 980.6199 gals.).
 AE0892
 AE0892.The modeled gravity was interpolated from observed gravity values.
 AE0892
 AE0892;                    North         East    Units  Estimated Accuracy
 AE0892;SPC TX S     - 5,140,220.      290,540.      MT  (+/- 180 meters Scaled)
 AE0892
 AE0892                          SUPERSEDED SURVEY CONTROL
 AE0892
 AE0892  NGVD 29 (??/??/92)  133.899  (m)          439.30   (f) ADJ UNCH    2 0
 AE0892
 AE0892.Superseded values are not recommended for survey control.
 AE0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0892.See file dsdata.txt to determine how the superseded data were derived.
 AE0892
 AE0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ401789(NAD 83)
 AE0892_MARKER: DB = BENCH MARK DISK
 AE0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0892_STAMPING: T 781 1943
 AE0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0892+STABILITY: SURFACE MOTION
 AE0892
 AE0892  HISTORY     - Date     Condition        Report By
 AE0892  HISTORY     - 1943     MONUMENTED       CGS
 AE0892  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0892
 AE0892                          STATION DESCRIPTION
 AE0892
 AE0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0892'2.3 MI N FROM AGUA NUEVA.
 AE0892'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED NORTHERLY ON THE
 AE0892'ROAD TO HEBBRONVILLE AND GO 2.3 MILES TO THE SITE OF THE BENCH MARK.
 AE0892'BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A GROUP OF FARM BUILDINGS ON THE
 AE0892'WEST SIDE OF THE ROAD.  33 FEET EAST OF AND ABOUT THE SAME ELEVATION
 AE0892'AS THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN
 AE0892'MARKER POST.  AND 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE.
 AE0892
 AE0892                          STATION RECOVERY (1972)
 AE0892
 AE0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0960 ***********************************************************************
 AE0960  DESIGNATION -  T 782
 AE0960  PID         -  AE0960
 AE0960  STATE/COUNTY-  TX/JIM HOGG
 AE0960  USGS QUAD   -  SAN ANTONIO VIEJO (1993)
 AE0960
 AE0960                         *CURRENT SURVEY CONTROL
 AE0960  ___________________________________________________________________
 AE0960* NAD 83(1986)-  26 56 23.     (N)    098 45 36.     (W)     SCALED    
 AE0960* NAVD 88     -       203.067  (meters)     666.23   (feet)  ADJUSTED  
 AE0960  ___________________________________________________________________
 AE0960  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AE0960  DYNAMIC HT  -         202.734 (meters)     665.14  (feet)  COMP
 AE0960  MODELED GRAV-     979,005.0   (mgal)                       NAVD 88
 AE0960
 AE0960  VERT ORDER  -  SECOND    CLASS 0
 AE0960
 AE0960.The horizontal coordinates were scaled from a topographic map and have
 AE0960.an estimated accuracy of +/- 6 seconds.
 AE0960
 AE0960.The orthometric height was determined by differential leveling
 AE0960.and adjusted by the National Geodetic Survey in June 1991..
 AE0960
 AE0960.The geoid height was determined by GEOID03.
 AE0960
 AE0960.The dynamic height is computed by dividing the NAVD 88
 AE0960.geopotential number by the normal gravity value computed on the
 AE0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0960.degrees latitude (g = 980.6199 gals.).
 AE0960
 AE0960.The modeled gravity was interpolated from observed gravity values.
 AE0960
 AE0960;                    North         East    Units  Estimated Accuracy
 AE0960;SPC TX S     - 5,141,070.      274,180.      MT  (+/- 180 meters Scaled)
 AE0960
 AE0960                          SUPERSEDED SURVEY CONTROL
 AE0960
 AE0960  NGVD 29 (??/??/92)  203.088  (m)          666.30   (f) ADJ UNCH    2 0
 AE0960
 AE0960.Superseded values are not recommended for survey control.
 AE0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0960.See file dsdata.txt to determine how the superseded data were derived.
 AE0960
 AE0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ238797(NAD 83)
 AE0960_MARKER: DB = BENCH MARK DISK
 AE0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0960_STAMPING: T 782 1943
 AE0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0960+STABILITY: SURFACE MOTION
 AE0960
 AE0960  HISTORY     - Date     Condition        Report By
 AE0960  HISTORY     - 1943     MONUMENTED       CGS
 AE0960
 AE0960                          STATION DESCRIPTION
 AE0960
 AE0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0960'5.3 MI E FROM T T EAST RANCH HEADQUARTERS.
 AE0960'TO REACH FROM THE RANCH HEADQUARTERS, PROCEED EASTERLY ON TRACK ROAD,
 AE0960'GO 4.3 MILES TO A CORRAL.  TURN SOUTHERLY (RIGHT) ON THE ROAD ALONG A
 AE0960'FENCE, GO 0.9 MILE.  TURN EASTERLY AT FENCE CORNER AND CONTINUE 0.2
 AE0960'MILE TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE WEST OF A
 AE0960'GATE IN FENCE ACROSS THE ROAD.  16 FEET NORTH OF AND ABOUT THE SAME
 AE0960'ELEVATION AS THE CENTERLINE OF THE ROAD.  AND 3.0 FEET WEST OF A 4 BY
 AE0960'4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1303 ***********************************************************************
 AX1303  DESIGNATION -  T 783
 AX1303  PID         -  AX1303
 AX1303  STATE/COUNTY-  TX/BASTROP
 AX1303  USGS QUAD   -  TOGO (1981)
 AX1303
 AX1303                         *CURRENT SURVEY CONTROL
 AX1303  ___________________________________________________________________
 AX1303* NAD 83(1986)-  29 58 47.     (N)    097 11 40.     (W)     SCALED    
 AX1303* NAVD 88     -       132.97   (+/-2cm)     436.3    (feet)  VERTCON   
 AX1303  ___________________________________________________________________
 AX1303  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AX1303
 AX1303  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1303
 AX1303.The horizontal coordinates were scaled from a topographic map and have
 AX1303.an estimated accuracy of +/- 6 seconds.
 AX1303
 AX1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1303.The vertical order pertains to the NGVD 29 superseded value.
 AX1303
 AX1303.The geoid height was determined by GEOID03.
 AX1303
 AX1303;                    North         East    Units  Estimated Accuracy
 AX1303;SPC TX C     - 3,038,980.    1,002,890.      MT  (+/- 180 meters Scaled)
 AX1303
 AX1303                          SUPERSEDED SURVEY CONTROL
 AX1303
 AX1303  NGVD 29 (??/??/92)  132.92   (m)          436.1    (f) COMPUTED    1 2
 AX1303
 AX1303.Superseded values are not recommended for survey control.
 AX1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1303.See file dsdata.txt to determine how the superseded data were derived.
 AX1303
 AX1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU741179(NAD 83)
 AX1303_MARKER: DB = BENCH MARK DISK
 AX1303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1303_SP_SET: CULVERT
 AX1303_STAMPING: T 783 1943
 AX1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1303
 AX1303  HISTORY     - Date     Condition        Report By
 AX1303  HISTORY     - 1943     MONUMENTED       CGS
 AX1303  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1303
 AX1303                          STATION DESCRIPTION
 AX1303
 AX1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1303'3.0 MI W FROM SMITHVILLE.
 AX1303'3.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1303'STATION AT SMITHVILLE, ABOUT 100 FEET EAST OF MILEPOST 3, AT A
 AX1303'CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST WING WALL, 15 FEET SOUTH
 AX1303'OF THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 AX1303'A STANDARD DISK, STAMPED T 783 1943.
 AX1303
 AX1303                          STATION RECOVERY (1964)
 AX1303
 AX1303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1331 ***********************************************************************
 AX1331  DESIGNATION -  T 784
 AX1331  PID         -  AX1331
 AX1331  STATE/COUNTY-  TX/BASTROP
 AX1331  USGS QUAD   -  RED ROCK (1981)
 AX1331
 AX1331                         *CURRENT SURVEY CONTROL
 AX1331  ___________________________________________________________________
 AX1331* NAD 83(1986)-  29 57 50.     (N)    097 27 25.     (W)     SCALED    
 AX1331* NAVD 88     -       143.69   (+/-2cm)     471.4    (feet)  VERTCON   
 AX1331  ___________________________________________________________________
 AX1331  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX1331
 AX1331  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1331
 AX1331.The horizontal coordinates were scaled from a topographic map and have
 AX1331.an estimated accuracy of +/- 6 seconds.
 AX1331
 AX1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1331.The vertical order pertains to the NGVD 29 superseded value.
 AX1331
 AX1331.The geoid height was determined by GEOID03.
 AX1331
 AX1331;                    North         East    Units  Estimated Accuracy
 AX1331;SPC TX C     - 3,036,540.      977,610.      MT  (+/- 180 meters Scaled)
 AX1331
 AX1331                          SUPERSEDED SURVEY CONTROL
 AX1331
 AX1331  NGVD 29 (??/??/92)  143.625  (m)          471.21   (f) ADJ UNCH    1 2
 AX1331
 AX1331.Superseded values are not recommended for survey control.
 AX1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1331.See file dsdata.txt to determine how the superseded data were derived.
 AX1331
 AX1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU488157(NAD 83)
 AX1331_MARKER: DB = BENCH MARK DISK
 AX1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1331_STAMPING: T 784 1943
 AX1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1331+STABILITY: SURFACE MOTION
 AX1331
 AX1331  HISTORY     - Date     Condition        Report By
 AX1331  HISTORY     - 1943     MONUMENTED       CGS
 AX1331
 AX1331                          STATION DESCRIPTION
 AX1331
 AX1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1331'0.8 MI NW FROM REDROCK.
 AX1331'0.8 MILE NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1331'STATION AT REDROCK, AT A DIRT ROAD CROSSING, 27 FEET NORTHEAST OF THE
 AX1331'CENTERLINE OF THE ROAD, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AX1331'TRACK, 25 FEET FROM THE RIGHT-OF-WAY FENCE ALONG THE EDGE OF A
 AX1331'CEMETERY, 3 FEET FROM A WHITE WOODEN WITNESS POST, AND 3.5 FEET HIGHER
 AX1331'THAN THE TRACK.  A STANDARD DISK, STAMPED T 784 1943 AND SET IN THE
 AX1331'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2142 ***********************************************************************
 AX2142  DESIGNATION -  T 785
 AX2142  PID         -  AX2142
 AX2142  STATE/COUNTY-  TX/CALDWELL
 AX2142  USGS QUAD   -  UHLAND (1994)
 AX2142
 AX2142                         *CURRENT SURVEY CONTROL
 AX2142  ___________________________________________________________________
 AX2142* NAD 83(1986)-  29 53 00.     (N)    097 45 57.     (W)     SCALED    
 AX2142* NAVD 88     -       183.88   (+/-2cm)     603.3    (feet)  VERTCON   
 AX2142  ___________________________________________________________________
 AX2142  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AX2142
 AX2142  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2142
 AX2142.The horizontal coordinates were scaled from a topographic map and have
 AX2142.an estimated accuracy of +/- 6 seconds.
 AX2142
 AX2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2142.The vertical order pertains to the NGVD 29 superseded value.
 AX2142
 AX2142.The geoid height was determined by GEOID03.
 AX2142
 AX2142;                    North         East    Units  Estimated Accuracy
 AX2142;SPC TXSC     - 4,227,830.      719,210.      MT  (+/- 180 meters Scaled)
 AX2142
 AX2142                          SUPERSEDED SURVEY CONTROL
 AX2142
 AX2142  NGVD 29 (??/??/92)  183.790  (m)          602.98   (f) ADJ UNCH    1 2
 AX2142
 AX2142.Superseded values are not recommended for survey control.
 AX2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2142.See file dsdata.txt to determine how the superseded data were derived.
 AX2142
 AX2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU191064(NAD 83)
 AX2142_MARKER: DB = BENCH MARK DISK
 AX2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2142_STAMPING: T 785 1943
 AX2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2142+STABILITY: SURFACE MOTION
 AX2142
 AX2142  HISTORY     - Date     Condition        Report By
 AX2142  HISTORY     - 1943     MONUMENTED       CGS
 AX2142  HISTORY     - 1959     GOOD             NGS
 AX2142  HISTORY     - 19930808 GOOD             USPSQD
 AX2142  HISTORY     - 19990925 GOOD             USPSQD
 AX2142  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 AX2142
 AX2142                          STATION DESCRIPTION
 AX2142
 AX2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2142'5.4 MI W FROM LOCKHART.
 AX2142'5.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2142'STATION AT LOCKHART, 0.1 MILE WEST OF A ROAD CROSSING, 5 FEET EAST OF
 AX2142'MILEPOST 42, 40 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3 FEET EAST
 AX2142'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1.5 FEET LOWER THAN THE
 AX2142'TRACK.  A STANDARD DISK, STAMPED T 785 1943 AND SET IN THE TOP OF A
 AX2142'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2142
 AX2142                          STATION RECOVERY (1993)
 AX2142
 AX2142'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2142'RECOVERED IN GOOD CONDITION.
 AX2142
 AX2142                          STATION RECOVERY (1999)
 AX2142
 AX2142'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2142'RECOVERED IN GOOD CONDITION.
 AX2142
 AX2142                          STATION RECOVERY (2006)
 AX2142
 AX2142'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AX2142'A 30 MINUTE SEARCH OF THE AREA DID NOT RECOVER THE MARK.  MILEPOST 42
 AX2142'APPEARS TO BE NEWLY PLACED AND AREA OF MARK IS HEAVILY OVERGROWN.
 AX2142'THERE IS NO REASON TO BELIEVE THE MARK HAS BEEN DESTROYED BUT A MUCH
 AX2142'MORE EXTENSIVE SEARCH WOULD HAVE TO BE MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0032 ***********************************************************************
 AY0032  DESIGNATION -  T 786
 AY0032  PID         -  AY0032
 AY0032  STATE/COUNTY-  TX/COMAL
 AY0032  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0032
 AY0032                         *CURRENT SURVEY CONTROL
 AY0032  ___________________________________________________________________
 AY0032* NAD 83(1986)-  29 42 45.     (N)    098 05 51.     (W)     SCALED    
 AY0032* NAVD 88     -       202.260  (meters)     663.58   (feet)  ADJUSTED  
 AY0032  ___________________________________________________________________
 AY0032  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY0032  DYNAMIC HT  -         201.971 (meters)     662.63  (feet)  COMP
 AY0032  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 AY0032
 AY0032  VERT ORDER  -  FIRST     CLASS II
 AY0032
 AY0032.The horizontal coordinates were scaled from a topographic map and have
 AY0032.an estimated accuracy of +/- 6 seconds.
 AY0032
 AY0032.The orthometric height was determined by differential leveling
 AY0032.and adjusted by the National Geodetic Survey in June 1991..
 AY0032
 AY0032.The geoid height was determined by GEOID03.
 AY0032
 AY0032.The dynamic height is computed by dividing the NAVD 88
 AY0032.geopotential number by the normal gravity value computed on the
 AY0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0032.degrees latitude (g = 980.6199 gals.).
 AY0032
 AY0032.The modeled gravity was interpolated from observed gravity values.
 AY0032
 AY0032;                    North         East    Units  Estimated Accuracy
 AY0032;SPC TXSC     - 4,208,600.      687,320.      MT  (+/- 180 meters Scaled)
 AY0032
 AY0032                          SUPERSEDED SURVEY CONTROL
 AY0032
 AY0032  NGVD 29 (??/??/92)  202.163  (m)          663.26   (f) ADJ UNCH    1 2
 AY0032
 AY0032.Superseded values are not recommended for survey control.
 AY0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0032.See file dsdata.txt to determine how the superseded data were derived.
 AY0032
 AY0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT872872(NAD 83)
 AY0032_MARKER: DB = BENCH MARK DISK
 AY0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0032_STAMPING: T 786 1943
 AY0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0032+STABILITY: SURFACE MOTION
 AY0032
 AY0032  HISTORY     - Date     Condition        Report By
 AY0032  HISTORY     - 1943     MONUMENTED       CGS
 AY0032  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0032  HISTORY     - 19880412 GOOD             USPSQD
 AY0032  HISTORY     - 20030425 MARK NOT FOUND   USPSQD
 AY0032
 AY0032                          STATION DESCRIPTION
 AY0032
 AY0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0032'1.5 MI N FROM NEW BRAUNFELS.
 AY0032'1.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AY0032'AT NEW BRAUNFELS, COMAL COUNTY, 400 FEET SOUTH OF MILEPOST 225, 130
 AY0032'FEET SOUTH OF A FARM-ROAD CROSSING, 48 FEET EAST OF THE CENTERLINE OF
 AY0032'THE TRACK, 4 FEET SOUTH OF A FENCE CORNER, 3 FEET NORTH OF A WHITE
 AY0032'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 AY0032'STAMPED T 786 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AY0032'0.5 FOOT ABOVE GROUND.
 AY0032
 AY0032                          STATION RECOVERY (1980)
 AY0032
 AY0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0032'SEARCHED FOR, NOT RECOVERED.
 AY0032
 AY0032                          STATION RECOVERY (1988)
 AY0032
 AY0032'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0032'RECOVERED IN GOOD CONDITION.
 AY0032
 AY0032                          STATION RECOVERY (2003)
 AY0032
 AY0032'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AY0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1257 ***********************************************************************
 AX1257  DESIGNATION -  T 789
 AX1257  PID         -  AX1257
 AX1257  STATE/COUNTY-  TX/HAYS
 AX1257  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX1257
 AX1257                         *CURRENT SURVEY CONTROL
 AX1257  ___________________________________________________________________
 AX1257* NAD 83(1986)-  29 54 50.     (N)    097 54 14.     (W)     SCALED    
 AX1257* NAVD 88     -       187.907  (meters)     616.49   (feet)  ADJUSTED  
 AX1257  ___________________________________________________________________
 AX1257  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AX1257  DYNAMIC HT  -         187.641 (meters)     615.62  (feet)  COMP
 AX1257  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 AX1257
 AX1257  VERT ORDER  -  FIRST     CLASS II
 AX1257
 AX1257.The horizontal coordinates were scaled from a topographic map and have
 AX1257.an estimated accuracy of +/- 6 seconds.
 AX1257
 AX1257.The orthometric height was determined by differential leveling
 AX1257.and adjusted by the National Geodetic Survey in June 1991..
 AX1257
 AX1257.The geoid height was determined by GEOID03.
 AX1257
 AX1257.The dynamic height is computed by dividing the NAVD 88
 AX1257.geopotential number by the normal gravity value computed on the
 AX1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1257.degrees latitude (g = 980.6199 gals.).
 AX1257
 AX1257.The modeled gravity was interpolated from observed gravity values.
 AX1257
 AX1257;                    North         East    Units  Estimated Accuracy
 AX1257;SPC TXSC     - 4,231,080.      705,840.      MT  (+/- 180 meters Scaled)
 AX1257
 AX1257                          SUPERSEDED SURVEY CONTROL
 AX1257
 AX1257  NGVD 29 (??/??/92)  187.825  (m)          616.22   (f) ADJ UNCH    1 2
 AX1257
 AX1257.Superseded values are not recommended for survey control.
 AX1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1257.See file dsdata.txt to determine how the superseded data were derived.
 AX1257
 AX1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU058097(NAD 83)
 AX1257_MARKER: DB = BENCH MARK DISK
 AX1257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1257_SP_SET: CULVERT
 AX1257_STAMPING: T 789 1943
 AX1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1257
 AX1257  HISTORY     - Date     Condition        Report By
 AX1257  HISTORY     - 1943     MONUMENTED       CGS
 AX1257  HISTORY     - 1963     MARK NOT FOUND   NGS
 AX1257  HISTORY     - 1980     MARK NOT FOUND   NGS
 AX1257  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX1257  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1257
 AX1257                          STATION DESCRIPTION
 AX1257
 AX1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AX1257'3.0 MI N FROM SAN MARCOS.
 AX1257'3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RR. FROM THE STATION AT SAN
 AX1257'MARCOS.  11 FEET WEST OF, AND 1.0 FOOT BELOW THE CENTERLINE OF THE
 AX1257'RR., AND SET HORIZONTALLY IN TOP OF THE SOUTH END OF THE WEST CONCRETE
 AX1257'HEADWALL OF A DOUBLE PIPE CULVERT UNDER THE RR.  NOTE-- 1963 USGS JHD
 AX1257'REPORT.  THE REFERENCE DOUBLE PIPE CULVERT HAS BEEN REMOVED.
 AX1257
 AX1257                          STATION RECOVERY (1980)
 AX1257
 AX1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX1257'SEARCHED FOR, NOT RECOVERED.
 AX1257
 AX1257                          STATION RECOVERY (1993)
 AX1257
 AX1257'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1257'MARK NOT FOUND.
 AX1257
 AX1257                          STATION RECOVERY (1999)
 AX1257
 AX1257'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0206 ***********************************************************************
 AZ0206  DESIGNATION -  T 79
 AZ0206  PID         -  AZ0206
 AZ0206  STATE/COUNTY-  TX/VAL VERDE
 AZ0206  USGS QUAD   -  MIERS RANCH (1972)
 AZ0206
 AZ0206                         *CURRENT SURVEY CONTROL
 AZ0206  ___________________________________________________________________
 AZ0206* NAD 83(1986)-  29 40 58.     (N)    100 51 27.     (W)     SCALED    
 AZ0206* NAVD 88     -       485.100  (meters)    1591.53   (feet)  POSTED    
 AZ0206  ___________________________________________________________________
 AZ0206  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0206  DYNAMIC HT  -         484.380 (meters)    1589.17  (feet)  COMP
 AZ0206  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 AZ0206
 AZ0206  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0206
 AZ0206.The horizontal coordinates were scaled from a topographic map and have
 AZ0206.an estimated accuracy of +/- 6 seconds.
 AZ0206
 AZ0206.The orthometric height was determined by differential leveling
 AZ0206.and adjusted by the National Geodetic Survey in 1992..
 AZ0206.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0206.rate of 0.0 thru 1.0 mm/km.
 AZ0206
 AZ0206.The geoid height was determined by GEOID03.
 AZ0206
 AZ0206.The dynamic height is computed by dividing the NAVD 88
 AZ0206.geopotential number by the normal gravity value computed on the
 AZ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0206.degrees latitude (g = 980.6199 gals.).
 AZ0206
 AZ0206.The modeled gravity was interpolated from observed gravity values.
 AZ0206
 AZ0206;                    North         East    Units  Estimated Accuracy
 AZ0206;SPC TXSC     - 4,206,400.      420,240.      MT  (+/- 180 meters Scaled)
 AZ0206
 AZ0206                          SUPERSEDED SURVEY CONTROL
 AZ0206
 AZ0206  NGVD 29 (??/??/92)  485.039  (m)         1591.33   (f) ADJ UNCH    1 2
 AZ0206
 AZ0206.Superseded values are not recommended for survey control.
 AZ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0206.See file dsdata.txt to determine how the superseded data were derived.
 AZ0206
 AZ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT202850(NAD 83)
 AZ0206_MARKER: DB = BENCH MARK DISK
 AZ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0206_STAMPING: 1591.332 1931
 AZ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0206+STABILITY: SURFACE MOTION
 AZ0206
 AZ0206  HISTORY     - Date     Condition        Report By
 AZ0206  HISTORY     - 1931     MONUMENTED       CGS
 AZ0206  HISTORY     - 1972     GOOD             USGS
 AZ0206  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0206
 AZ0206                          STATION DESCRIPTION
 AZ0206
 AZ0206'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AZ0206'23.3 MI N FROM DEL RIO.
 AZ0206'23.3 MILES NORTH ALONG U.S. HIGHWAY 277 FROM DEL RIO, VAL VERDE
 AZ0206'COUNTY, THENCE WEST THROUGH RANCH YARD ABOUT 0.3 MILE TO OLD HIGHWAY
 AZ0206'BED, THENCE ABOUT 0.4 MILE S.W. ALONG OLD HWY. BED AT CURVE IN OLD
 AZ0206'HWY.  45.0 FT. WNW OF CTR. OLD HWY.  A STANDARD DISK STAMPED 1591.332
 AZ0206'1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FT.
 AZ0206
 AZ0206                          STATION RECOVERY (1981)
 AZ0206
 AZ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2292 ***********************************************************************
 AX2292  DESIGNATION -  T 790
 AX2292  PID         -  AX2292
 AX2292  STATE/COUNTY-  TX/GUADALUPE
 AX2292  USGS QUAD   -  GERONIMO (1994)
 AX2292
 AX2292                         *CURRENT SURVEY CONTROL
 AX2292  ___________________________________________________________________
 AX2292* NAD 83(1986)-  29 42 26.     (N)    097 57 52.     (W)     SCALED    
 AX2292* NAVD 88     -       193.26   (+/-2cm)     634.1    (feet)  VERTCON   
 AX2292  ___________________________________________________________________
 AX2292  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AX2292
 AX2292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2292
 AX2292.The horizontal coordinates were scaled from a topographic map and have
 AX2292.an estimated accuracy of +/- 6 seconds.
 AX2292
 AX2292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2292.The vertical order pertains to the NGVD 29 superseded value.
 AX2292
 AX2292.The geoid height was determined by GEOID03.
 AX2292
 AX2292;                    North         East    Units  Estimated Accuracy
 AX2292;SPC TXSC     - 4,208,120.      700,200.      MT  (+/- 180 meters Scaled)
 AX2292
 AX2292                          SUPERSEDED SURVEY CONTROL
 AX2292
 AX2292  NGVD 29 (??/??/92)  193.18   (m)          633.8    (f) COMPUTED    2 0
 AX2292
 AX2292.Superseded values are not recommended for survey control.
 AX2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2292.See file dsdata.txt to determine how the superseded data were derived.
 AX2292
 AX2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT001867(NAD 83)
 AX2292_MARKER: DB = BENCH MARK DISK
 AX2292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2292_SP_SET: CULVERT
 AX2292_STAMPING: T 790 1943
 AX2292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2292
 AX2292  HISTORY     - Date     Condition        Report By
 AX2292  HISTORY     - 1943     MONUMENTED       CGS
 AX2292  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2292
 AX2292                          STATION DESCRIPTION
 AX2292
 AX2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2292'3.2 MI S FROM ZORN.
 AX2292'TO REACH FROM THE CROSSROADS AT ZORN, PROCEED SOUTHERLY ON STATE
 AX2292'HIGHWAY NUMBER 123 AND GO 3.2 MILES TO A CONCRETE CULVERT AND SITE OF
 AX2292'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTH END OF
 AX2292'THE EAST HEADWALL OF THE CULVERT, IT IS ABOUT 0.25 MILE NORTH OF A
 AX2292'CROSSROAD AND SERVICE STATION, 15 FEET EAST OF AND ABOUT THE SAME
 AX2292'ELEVATION AS THE HIGHWAY.
 AX2292
 AX2292                          STATION RECOVERY (1993)
 AX2292
 AX2292'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2294 ***********************************************************************
 AX2294  DESIGNATION -  T 790 RESET
 AX2294  PID         -  AX2294
 AX2294  STATE/COUNTY-  TX/GUADALUPE
 AX2294  USGS QUAD   -  GERONIMO (1994)
 AX2294
 AX2294                         *CURRENT SURVEY CONTROL
 AX2294  ___________________________________________________________________
 AX2294* NAD 83(1986)-  29 42 26.     (N)    097 57 52.     (W)     SCALED    
 AX2294* NAVD 88     -       193.03   (+/-2cm)     633.3    (feet)  VERTCON   
 AX2294  ___________________________________________________________________
 AX2294  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AX2294
 AX2294  VERT ORDER  -  THIRD (See Below)
 AX2294
 AX2294.The horizontal coordinates were scaled from a topographic map and have
 AX2294.an estimated accuracy of +/- 6 seconds.
 AX2294
 AX2294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2294.The vertical order pertains to the NGVD 29 superseded value.
 AX2294
 AX2294.The geoid height was determined by GEOID03.
 AX2294
 AX2294;                    North         East    Units  Estimated Accuracy
 AX2294;SPC TXSC     - 4,208,120.      700,200.      MT  (+/- 180 meters Scaled)
 AX2294
 AX2294                          SUPERSEDED SURVEY CONTROL
 AX2294
 AX2294  NGVD 29 (01/29/03)  192.95   (m)          633.0    (f) RESET       3  
 AX2294
 AX2294.Superseded values are not recommended for survey control.
 AX2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2294.See file dsdata.txt to determine how the superseded data were derived.
 AX2294
 AX2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT001867(NAD 83)
 AX2294_MARKER: DB = BENCH MARK DISK
 AX2294_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2294_SP_SET: CULVERT HEADWALL
 AX2294_STAMPING: T 790 RESET 1967
 AX2294_MARK LOGO: CGS   
 AX2294_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2294+STABILITY: SURFACE MOTION
 AX2294
 AX2294  HISTORY     - Date     Condition        Report By
 AX2294  HISTORY     - 1967     MONUMENTED       CGS
 AX2294  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2294
 AX2294                          STATION DESCRIPTION
 AX2294
 AX2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AX2294'3.2 MI S FROM ZORN.
 AX2294'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 123 FROM THE CROSSROADS IN
 AX2294'ZORN, 0.25 MILE NORTH OF A ROAD INTERSECTION AND A SERVICE STATION,
 AX2294'SET IN THE TOP OF THE NORTHEAST CORNER OF THE EAST HEADWALL OF A
 AX2294'CONCRETE CULVERT, AT SURVEY STATION 449+63, 33.3 FEET EAST OF THE
 AX2294'CENTER LINE OF THE HIGHWAY.
 AX2294
 AX2294                          STATION RECOVERY (1993)
 AX2294
 AX2294'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0836 ***********************************************************************
 AJ0836  DESIGNATION -  T 791
 AJ0836  PID         -  AJ0836
 AJ0836  STATE/COUNTY-  TX/ZAPATA
 AJ0836  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0836
 AJ0836                         *CURRENT SURVEY CONTROL
 AJ0836  ___________________________________________________________________
 AJ0836* NAD 83(1986)-  27 16 17.     (N)    099 23 26.     (W)     SCALED    
 AJ0836* NAVD 88     -       128.947  (meters)     423.05   (feet)  ADJUSTED  
 AJ0836  ___________________________________________________________________
 AJ0836  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AJ0836  DYNAMIC HT  -         128.741 (meters)     422.38  (feet)  COMP
 AJ0836  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AJ0836
 AJ0836  VERT ORDER  -  FIRST     CLASS II
 AJ0836
 AJ0836.The horizontal coordinates were scaled from a topographic map and have
 AJ0836.an estimated accuracy of +/- 6 seconds.
 AJ0836
 AJ0836.The orthometric height was determined by differential leveling
 AJ0836.and adjusted by the National Geodetic Survey in June 1991..
 AJ0836
 AJ0836.The geoid height was determined by GEOID03.
 AJ0836
 AJ0836.The dynamic height is computed by dividing the NAVD 88
 AJ0836.geopotential number by the normal gravity value computed on the
 AJ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0836.degrees latitude (g = 980.6199 gals.).
 AJ0836
 AJ0836.The modeled gravity was interpolated from observed gravity values.
 AJ0836
 AJ0836;                    North         East    Units  Estimated Accuracy
 AJ0836;SPC TX S     - 5,178,100.      211,830.      MT  (+/- 180 meters Scaled)
 AJ0836
 AJ0836                          SUPERSEDED SURVEY CONTROL
 AJ0836
 AJ0836  NGVD 29 (??/??/92)  128.996  (m)          423.21   (f) ADJ UNCH    1 2
 AJ0836
 AJ0836.Superseded values are not recommended for survey control.
 AJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0836.See file dsdata.txt to determine how the superseded data were derived.
 AJ0836
 AJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR613165(NAD 83)
 AJ0836_MARKER: DB = BENCH MARK DISK
 AJ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0836_STAMPING: T 791 1943
 AJ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0836+STABILITY: SURFACE MOTION
 AJ0836
 AJ0836  HISTORY     - Date     Condition        Report By
 AJ0836  HISTORY     - 1943     MONUMENTED       CGS
 AJ0836  HISTORY     - 1957     GOOD             NGS
 AJ0836
 AJ0836                          STATION DESCRIPTION
 AJ0836
 AJ0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0836'17.35 MI N FROM SAN YGNACIO.
 AJ0836'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0836'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 14.9 MILES NORTH ALONG U.S.
 AJ0836'HIGHWAY 83, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.05
 AJ0836'MILES NORTHEAST ALONG A GRADED DIRT ROAD, 8 FEET SOUTHEAST OF THE
 AJ0836'CENTER LINE OF A ROAD, 5 FEET SOUTH OF THE SOUTHEAST END OF A GATE, 5
 AJ0836'FEET SOUTHWEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE
 AJ0836'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0915 ***********************************************************************
 AJ0915  DESIGNATION -  T 793
 AJ0915  PID         -  AJ0915
 AJ0915  STATE/COUNTY-  TX/WEBB
 AJ0915  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0915
 AJ0915                         *CURRENT SURVEY CONTROL
 AJ0915  ___________________________________________________________________
 AJ0915* NAD 83(1986)-  27 18 04.     (N)    099 12 44.     (W)     SCALED    
 AJ0915* NAVD 88     -       143.470  (meters)     470.70   (feet)  ADJUSTED  
 AJ0915  ___________________________________________________________________
 AJ0915  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AJ0915  DYNAMIC HT  -         143.241 (meters)     469.95  (feet)  COMP
 AJ0915  MODELED GRAV-     979,046.5   (mgal)                       NAVD 88
 AJ0915
 AJ0915  VERT ORDER  -  SECOND    CLASS 0
 AJ0915
 AJ0915.The horizontal coordinates were scaled from a topographic map and have
 AJ0915.an estimated accuracy of +/- 6 seconds.
 AJ0915
 AJ0915.The orthometric height was determined by differential leveling
 AJ0915.and adjusted by the National Geodetic Survey in June 1991..
 AJ0915
 AJ0915.The geoid height was determined by GEOID03.
 AJ0915
 AJ0915.The dynamic height is computed by dividing the NAVD 88
 AJ0915.geopotential number by the normal gravity value computed on the
 AJ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0915.degrees latitude (g = 980.6199 gals.).
 AJ0915
 AJ0915.The modeled gravity was interpolated from observed gravity values.
 AJ0915
 AJ0915;                    North         East    Units  Estimated Accuracy
 AJ0915;SPC TX S     - 5,181,280.      229,510.      MT  (+/- 180 meters Scaled)
 AJ0915
 AJ0915                          SUPERSEDED SURVEY CONTROL
 AJ0915
 AJ0915  NGVD 29 (??/??/92)  143.522  (m)          470.87   (f) ADJ UNCH    2 0
 AJ0915
 AJ0915.Superseded values are not recommended for survey control.
 AJ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0915.See file dsdata.txt to determine how the superseded data were derived.
 AJ0915
 AJ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR790198(NAD 83)
 AJ0915_MARKER: DB = BENCH MARK DISK
 AJ0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0915_STAMPING: T-793 1943
 AJ0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0915+STABILITY: SURFACE MOTION
 AJ0915
 AJ0915  HISTORY     - Date     Condition        Report By
 AJ0915  HISTORY     - 1943     MONUMENTED       CGS
 AJ0915  HISTORY     - 1975     GOOD             USGS
 AJ0915
 AJ0915                          STATION DESCRIPTION
 AJ0915
 AJ0915'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0915'14.2 MI SW FROM AGUILARES.
 AJ0915'AGUILARES 9.6 MI SW. OF, ALONG A PAVED COUNTY ROAD, THENCE THROUGH A
 AJ0915'LOCKED GATE 2.4 MILES ALONG A PRIVATE ROAD (GRAVEL), THENCE 0.2 MI.
 AJ0915'NE. ALONG A TRACK RD, THENCE 1.8 MI WEST ALONG A TRACK RD, 0.05 MI
 AJ0915'WEST OF A SMALL DRAIN 0.35 MI EAST OF A DAM AT THE END OF THE ROAD,
 AJ0915'APPROX 450 FT SOUTH OF THE ROAD, 120 FT NE OF THE EAST END OF AND OLD
 AJ0915'DAM, PROJECTING 0.8 FT, A STANDARD TABLET SET IN A CONCRETE POST
 AJ0915'STAMPED T-793 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1197 ***********************************************************************
 AE1197  DESIGNATION -  T 794
 AE1197  PID         -  AE1197
 AE1197  STATE/COUNTY-  TX/ZAPATA
 AE1197  USGS QUAD   -  ARROYO HUISACHE (1980)
 AE1197
 AE1197                         *CURRENT SURVEY CONTROL
 AE1197  ___________________________________________________________________
 AE1197* NAD 83(1986)-  26 59 58.     (N)    099 07 11.     (W)     SCALED    
 AE1197* NAVD 88     -       129.396  (meters)     424.53   (feet)  ADJUSTED  
 AE1197  ___________________________________________________________________
 AE1197  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AE1197  DYNAMIC HT  -         129.188 (meters)     423.84  (feet)  COMP
 AE1197  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AE1197
 AE1197  VERT ORDER  -  SECOND    CLASS 0
 AE1197
 AE1197.The horizontal coordinates were scaled from a topographic map and have
 AE1197.an estimated accuracy of +/- 6 seconds.
 AE1197
 AE1197.The orthometric height was determined by differential leveling
 AE1197.and adjusted by the National Geodetic Survey in June 1991..
 AE1197
 AE1197.The geoid height was determined by GEOID03.
 AE1197
 AE1197.The dynamic height is computed by dividing the NAVD 88
 AE1197.geopotential number by the normal gravity value computed on the
 AE1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1197.degrees latitude (g = 980.6199 gals.).
 AE1197
 AE1197.The modeled gravity was interpolated from observed gravity values.
 AE1197
 AE1197;                    North         East    Units  Estimated Accuracy
 AE1197;SPC TX S     - 5,147,810.      238,500.      MT  (+/- 180 meters Scaled)
 AE1197
 AE1197                          SUPERSEDED SURVEY CONTROL
 AE1197
 AE1197  NGVD 29 (??/??/92)  129.431  (m)          424.64   (f) ADJ UNCH    2 0
 AE1197
 AE1197.Superseded values are not recommended for survey control.
 AE1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1197.See file dsdata.txt to determine how the superseded data were derived.
 AE1197
 AE1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ881863(NAD 83)
 AE1197_MARKER: DB = BENCH MARK DISK
 AE1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1197_STAMPING: T 794 1943
 AE1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1197+STABILITY: SURFACE MOTION
 AE1197
 AE1197  HISTORY     - Date     Condition        Report By
 AE1197  HISTORY     - 1943     MONUMENTED       CGS
 AE1197  HISTORY     - 1959     MARK NOT FOUND   NGS
 AE1197
 AE1197                          STATION DESCRIPTION
 AE1197
 AE1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1197'15.4 MI NE FROM ZAPATA.
 AE1197'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND THE HEBBRONVILLE
 AE1197'ROAD (0.3 MILE EAST OF THE COURT HOUSE AT ZAPATA), PROCEED 15.1 MILES
 AE1197'NORTHEASTERLY ALONG THE HEBBRONVILLE ROAD TO A CURVE AND SITE OF BENCH
 AE1197'MARK.  BENCH MARK IS 0.05 MILE EAST OF A CURVE IN THE ROAD. IT IS 26.0
 AE1197'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE1197'ROAD.  MONUMENT IS 3.0 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AE1197'POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AE1197
 AE1197                          STATION RECOVERY (1959)
 AE1197
 AE1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AE1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0885 ***********************************************************************
 AJ0885  DESIGNATION -  T 795
 AJ0885  PID         -  AJ0885
 AJ0885  STATE/COUNTY-  TX/WEBB
 AJ0885  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0885
 AJ0885                         *CURRENT SURVEY CONTROL
 AJ0885  ___________________________________________________________________
 AJ0885* NAD 83(1986)-  27 26 07.     (N)    099 26 22.     (W)     SCALED    
 AJ0885* NAVD 88     -       141.446  (meters)     464.06   (feet)  ADJUSTED  
 AJ0885  ___________________________________________________________________
 AJ0885  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ0885  DYNAMIC HT  -         141.222 (meters)     463.33  (feet)  COMP
 AJ0885  MODELED GRAV-     979,061.9   (mgal)                       NAVD 88
 AJ0885
 AJ0885  VERT ORDER  -  SECOND    CLASS 0
 AJ0885
 AJ0885.The horizontal coordinates were scaled from a topographic map and have
 AJ0885.an estimated accuracy of +/- 6 seconds.
 AJ0885
 AJ0885.The orthometric height was determined by differential leveling
 AJ0885.and adjusted by the National Geodetic Survey in June 1991..
 AJ0885
 AJ0885.The geoid height was determined by GEOID03.
 AJ0885
 AJ0885.The dynamic height is computed by dividing the NAVD 88
 AJ0885.geopotential number by the normal gravity value computed on the
 AJ0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0885.degrees latitude (g = 980.6199 gals.).
 AJ0885
 AJ0885.The modeled gravity was interpolated from observed gravity values.
 AJ0885
 AJ0885;                    North         East    Units  Estimated Accuracy
 AJ0885;SPC TX S     - 5,196,300.      207,130.      MT  (+/- 180 meters Scaled)
 AJ0885
 AJ0885                          SUPERSEDED SURVEY CONTROL
 AJ0885
 AJ0885  NGVD 29 (??/??/92)  141.495  (m)          464.22   (f) ADJ UNCH    2 0
 AJ0885
 AJ0885.Superseded values are not recommended for survey control.
 AJ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0885.See file dsdata.txt to determine how the superseded data were derived.
 AJ0885
 AJ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR565347(NAD 83)
 AJ0885_MARKER: DB = BENCH MARK DISK
 AJ0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0885_STAMPING: T 795 1943
 AJ0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0885+STABILITY: SURFACE MOTION
 AJ0885
 AJ0885  HISTORY     - Date     Condition        Report By
 AJ0885  HISTORY     - 1943     MONUMENTED       CGS
 AJ0885  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0885
 AJ0885                          STATION DESCRIPTION
 AJ0885
 AJ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0885'9.6 MI SE FROM LAREDO.
 AJ0885'TO REACH FROM THE TEX-MEX RAILROAD STATION AT LAREDO, PROCEED 2.7
 AJ0885'MILES SOUTHEASTERLY ALONG THE TRACKS TO AN OVERHEAD PASS AT MILE POST
 AJ0885'NO. 4, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAY NO. 83 TO THE
 AJ0885'INTERSECTION OF A GRAVEL ROAD LEADING SOUTHEASTERLY, THENCE 3.1 MILES
 AJ0885'SOUTHEASTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AJ0885'0.1 MILE SOUTHEAST OF A CURVE IN ROAD.  IT IS 23.0 FEET SOUTHWEST OF
 AJ0885'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD, 2.0
 AJ0885'FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET
 AJ0885'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AJ0885'FOOT.
 AJ0885
 AJ0885                          STATION RECOVERY (1975)
 AJ0885
 AJ0885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0275 ***********************************************************************
 AY0275  DESIGNATION -  T 797
 AY0275  PID         -  AY0275
 AY0275  STATE/COUNTY-  TX/BEXAR
 AY0275  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0275
 AY0275                         *CURRENT SURVEY CONTROL
 AY0275  ___________________________________________________________________
 AY0275* NAD 83(1986)-  29 27 44.     (N)    098 25 01.     (W)     SCALED    
 AY0275* NAVD 88     -       201.682  (meters)     661.68   (feet)  ADJUSTED  
 AY0275  ___________________________________________________________________
 AY0275  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AY0275  DYNAMIC HT  -         201.388 (meters)     660.72  (feet)  COMP
 AY0275  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0275
 AY0275  VERT ORDER  -  FIRST     CLASS II
 AY0275
 AY0275.The horizontal coordinates were scaled from a topographic map and have
 AY0275.an estimated accuracy of +/- 6 seconds.
 AY0275
 AY0275.The orthometric height was determined by differential leveling
 AY0275.and adjusted by the National Geodetic Survey in June 1991..
 AY0275
 AY0275.The geoid height was determined by GEOID03.
 AY0275
 AY0275.The dynamic height is computed by dividing the NAVD 88
 AY0275.geopotential number by the normal gravity value computed on the
 AY0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0275.degrees latitude (g = 980.6199 gals.).
 AY0275
 AY0275.The modeled gravity was interpolated from observed gravity values.
 AY0275
 AY0275;                    North         East    Units  Estimated Accuracy
 AY0275;SPC TXSC     - 4,180,670.      656,550.      MT  (+/- 180 meters Scaled)
 AY0275
 AY0275                          SUPERSEDED SURVEY CONTROL
 AY0275
 AY0275  NGVD 29 (??/??/92)  201.566  (m)          661.30   (f) ADJ UNCH    1 2
 AY0275
 AY0275.Superseded values are not recommended for survey control.
 AY0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0275.See file dsdata.txt to determine how the superseded data were derived.
 AY0275
 AY0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT565593(NAD 83)
 AY0275_MARKER: DB = BENCH MARK DISK
 AY0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0275_STAMPING: T 797 1943
 AY0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0275+STABILITY: SURFACE MOTION
 AY0275
 AY0275  HISTORY     - Date     Condition        Report By
 AY0275  HISTORY     - 1943     MONUMENTED       CGS
 AY0275  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0275  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY0275  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 AY0275
 AY0275                          STATION DESCRIPTION
 AY0275
 AY0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0275'5.4 MI NE FROM SAN ANTONIO.
 AY0275'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO
 AY0275'PROCEED 3.1 MILES EASTERLY ALONG THE TRACKS TO A RAILROAD OVER PASS
 AY0275'OVER THE MISSOURI, KANSAS, AND TEXAS RAILROAD, THENCE 2.3 MILES
 AY0275'NORTHEASTERLY ALONG THE MISSOURI, KANSAS, AND TEXAS RAILROAD TO MILE
 AY0275'POST NO. 1029 AND SITE OF BENCH MARK.  BENCH MARK IS 41.0 FEET
 AY0275'SOUTHEAST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF TRACK.  IT IS
 AY0275'3.0 FEET NORTHEAST OF MILE POST NO. 1029.  MONUMENT IS 3.0 FEET
 AY0275'SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2
 AY0275'FOOT.
 AY0275
 AY0275                          STATION RECOVERY (1967)
 AY0275
 AY0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0275'MARK NOT FOUND.
 AY0275
 AY0275                          STATION RECOVERY (1987)
 AY0275
 AY0275'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0275'MARK NOT FOUND.
 AY0275
 AY0275                          STATION RECOVERY (1995)
 AY0275
 AY0275'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0954 ***********************************************************************
 AJ0954  DESIGNATION -  T 798
 AJ0954  PID         -  AJ0954
 AJ0954  STATE/COUNTY-  TX/ZAPATA
 AJ0954  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0954
 AJ0954                         *CURRENT SURVEY CONTROL
 AJ0954  ___________________________________________________________________
 AJ0954* NAD 83(1986)-  27 10 13.     (N)    099 24 44.     (W)     SCALED    
 AJ0954* NAVD 88     -       115.957  (meters)     380.44   (feet)  ADJUSTED  
 AJ0954  ___________________________________________________________________
 AJ0954  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AJ0954  DYNAMIC HT  -         115.771 (meters)     379.83  (feet)  COMP
 AJ0954  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 AJ0954
 AJ0954  VERT ORDER  -  FIRST     CLASS II
 AJ0954
 AJ0954.The horizontal coordinates were scaled from a topographic map and have
 AJ0954.an estimated accuracy of +/- 6 seconds.
 AJ0954
 AJ0954.The orthometric height was determined by differential leveling
 AJ0954.and adjusted by the National Geodetic Survey in June 1991..
 AJ0954
 AJ0954.The geoid height was determined by GEOID03.
 AJ0954
 AJ0954.The dynamic height is computed by dividing the NAVD 88
 AJ0954.geopotential number by the normal gravity value computed on the
 AJ0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0954.degrees latitude (g = 980.6199 gals.).
 AJ0954
 AJ0954.The modeled gravity was interpolated from observed gravity values.
 AJ0954
 AJ0954;                    North         East    Units  Estimated Accuracy
 AJ0954;SPC TX S     - 5,166,910.      209,600.      MT  (+/- 180 meters Scaled)
 AJ0954
 AJ0954                          SUPERSEDED SURVEY CONTROL
 AJ0954
 AJ0954  NGVD 29 (??/??/92)  116.012  (m)          380.62   (f) ADJ UNCH    1 2
 AJ0954
 AJ0954.Superseded values are not recommended for survey control.
 AJ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0954.See file dsdata.txt to determine how the superseded data were derived.
 AJ0954
 AJ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR591053(NAD 83)
 AJ0954_MARKER: DB = BENCH MARK DISK
 AJ0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0954_STAMPING: T 798 1943
 AJ0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0954+STABILITY: SURFACE MOTION
 AJ0954
 AJ0954  HISTORY     - Date     Condition        Report By
 AJ0954  HISTORY     - 1943     MONUMENTED       CGS
 AJ0954  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0954
 AJ0954                          STATION DESCRIPTION
 AJ0954
 AJ0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0954'8.9 MI N FROM SAN YGNACIO.
 AJ0954'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A DIRT TRACK
 AJ0954'ROAD LEADING NORTHEAST FROM THE LA PERLA RANCH HOUSE (8.1 MILES NORTH
 AJ0954'OF THE NORTH JUNCTION OF U.S. HIGHWAY NO. 83 AND THE BUSINESS ROUTE OF
 AJ0954'U.S. HIGHWAY NO. 83 AT SAN YGNACIO), PROCEED 0.8 MILE NORTHEASTERLY
 AJ0954'ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15
 AJ0954'MILE SOUTHWEST OF A FENCE LINE ACROSS THE ROAD.  IT IS 22.0 FEET
 AJ0954'NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AJ0954'ROAD.  MONUMENT IS 3.1 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN
 AJ0954'MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AJ0954
 AJ0954                          STATION RECOVERY (1981)
 AJ0954
 AJ0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0954'MARK NOT SEARCHED FOR THIS DATE.  ON PRIVATE LAND, NOT ACCESSIBLE THIS
 AJ0954'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0136 ***********************************************************************
 AY0136  DESIGNATION -  T 799
 AY0136  PID         -  AY0136
 AY0136  STATE/COUNTY-  TX/BEXAR
 AY0136  USGS QUAD   -  SCHERTZ (1992)
 AY0136
 AY0136                         *CURRENT SURVEY CONTROL
 AY0136  ___________________________________________________________________
 AY0136* NAD 83(1986)-  29 33 07.     (N)    098 21 19.     (W)     SCALED    
 AY0136* NAVD 88     -       290.48   (+/-2cm)     953.0    (feet)  VERTCON   
 AY0136  ___________________________________________________________________
 AY0136  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY0136
 AY0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0136
 AY0136.The horizontal coordinates were scaled from a topographic map and have
 AY0136.an estimated accuracy of +/- 6 seconds.
 AY0136
 AY0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0136.The vertical order pertains to the NGVD 29 superseded value.
 AY0136
 AY0136.The geoid height was determined by GEOID03.
 AY0136
 AY0136;                    North         East    Units  Estimated Accuracy
 AY0136;SPC TXSC     - 4,190,640.      662,480.      MT  (+/- 180 meters Scaled)
 AY0136
 AY0136                          SUPERSEDED SURVEY CONTROL
 AY0136
 AY0136  NGVD 29 (??/??/92)  290.360  (m)          952.62   (f) ADJ UNCH    2 0
 AY0136
 AY0136.Superseded values are not recommended for survey control.
 AY0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0136.See file dsdata.txt to determine how the superseded data were derived.
 AY0136
 AY0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT624693(NAD 83)
 AY0136_MARKER: DB = BENCH MARK DISK
 AY0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0136_SP_SET: CULVERT
 AY0136_STAMPING: T 799 1943
 AY0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0136
 AY0136  HISTORY     - Date     Condition        Report By
 AY0136  HISTORY     - 1943     MONUMENTED       CGS
 AY0136  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0136  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0136  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0136
 AY0136                          STATION DESCRIPTION
 AY0136
 AY0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0136'5.6 MI NW FROM RANDOLPH FIELD.
 AY0136'TO REACH FROM THE OPERATIONS BUILDING AT RANDOLPH FIELD, PROCEED 4.5
 AY0136'MILES NORTHWEST ALONG THE PAT BOOKER ROAD TO U.S. HIGHWAY NO. 81,
 AY0136'THENCE 1.1 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 81 TO THE
 AY0136'INTERSECTION OF THE JUDSON ROAD ( A GRAVEL ROAD LEADING NORTHWEST) AND
 AY0136'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTHWEST
 AY0136'END OF THE NORTHWEST HEADWALL OF A 2X3 FOOT CONCRETE BOX CULVERT UNDER
 AY0136'HIGHWAY.  IT IS 90.0 FEET SOUTHWEST OF THE CENTERLINE OF INTERSECTION
 AY0136'OF THE JUDSON ROAD, 21.6 FEET NORTHWEST OF AND ABOUT 1.5 FOOT BELOW
 AY0136'THE CENTERLINE OF HIGHWAY.
 AY0136
 AY0136                          STATION RECOVERY (1967)
 AY0136
 AY0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0136'MARK NOT FOUND.
 AY0136
 AY0136                          STATION RECOVERY (1980)
 AY0136
 AY0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0136'SEARCHED FOR, NOT RECOVERED.
 AY0136
 AY0136                          STATION RECOVERY (1988)
 AY0136
 AY0136'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0243 ***********************************************************************
 BN0243  DESIGNATION -  T 80
 BN0243  PID         -  BN0243
 BN0243  STATE/COUNTY-  TX/MASON
 BN0243  USGS QUAD   -  MASON (1979)
 BN0243
 BN0243                         *CURRENT SURVEY CONTROL
 BN0243  ___________________________________________________________________
 BN0243* NAD 83(1986)-  30 42 34.     (N)    099 10 56.     (W)     SCALED    
 BN0243* NAVD 88     -       450.691  (meters)    1478.64   (feet)  ADJUSTED  
 BN0243  ___________________________________________________________________
 BN0243  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 BN0243  DYNAMIC HT  -         450.082 (meters)    1476.64  (feet)  COMP
 BN0243  MODELED GRAV-     979,274.9   (mgal)                       NAVD 88
 BN0243
 BN0243  VERT ORDER  -  FIRST     CLASS II
 BN0243
 BN0243.The horizontal coordinates were scaled from a topographic map and have
 BN0243.an estimated accuracy of +/- 6 seconds.
 BN0243
 BN0243.The orthometric height was determined by differential leveling
 BN0243.and adjusted by the National Geodetic Survey in June 1991..
 BN0243
 BN0243.The geoid height was determined by GEOID03.
 BN0243
 BN0243.The dynamic height is computed by dividing the NAVD 88
 BN0243.geopotential number by the normal gravity value computed on the
 BN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0243.degrees latitude (g = 980.6199 gals.).
 BN0243
 BN0243.The modeled gravity was interpolated from observed gravity values.
 BN0243
 BN0243;                    North         East    Units  Estimated Accuracy
 BN0243;SPC TX C     - 3,116,170.      810,250.      MT  (+/- 180 meters Scaled)
 BN0243
 BN0243                          SUPERSEDED SURVEY CONTROL
 BN0243
 BN0243  NGVD 29 (??/??/92)  450.640  (m)         1478.47   (f) ADJ UNCH    1 2
 BN0243
 BN0243.Superseded values are not recommended for survey control.
 BN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0243.See file dsdata.txt to determine how the superseded data were derived.
 BN0243
 BN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU825974(NAD 83)
 BN0243_MARKER: DB = BENCH MARK DISK
 BN0243_SETTING: 66 = SET IN ROCK OUTCROP
 BN0243_SP_SET: ROCK OUTCROP
 BN0243_STAMPING: T 80 1931
 BN0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0243+STABILITY: POSITION/ELEVATION WELL
 BN0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0243+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 BN0243
 BN0243  HISTORY     - Date     Condition        Report By
 BN0243  HISTORY     - 1931     MONUMENTED       CGS
 BN0243  HISTORY     - 1953     GOOD             NGS
 BN0243  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0243  HISTORY     - 20041005 GOOD             USPSQD
 BN0243
 BN0243                          STATION DESCRIPTION
 BN0243
 BN0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0243'4.5 MI SE FROM MASON.
 BN0243'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0243'MASON, THENCE 0.3 MILE NORTHEAST ALONG A PRIVATE ROAD, THENCE 0.1 MILE
 BN0243'SOUTHEAST ALONG OLD U.S. HIGHWAY 87, ON THE OUTSIDE OF A CURVE IN THE
 BN0243'OLD HIGHWAY, 22 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 BN0243'6 FEET ABOVE THE GROUND, SET IN THE TOP OF THE WEST EDGE OF A LARGE
 BN0243'SANDSTONE OUTCROP.
 BN0243
 BN0243                          STATION RECOVERY (1982)
 BN0243
 BN0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0243'NOT SEARCHED FOR THIS DATE, NO ROAD AND PRIVATE LAND.
 BN0243
 BN0243                          STATION RECOVERY (2004)
 BN0243
 BN0243'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0243'ABOUT 8 FEET ABOVE THE GROUND ON A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4261 ***********************************************************************
 AW4261  DESIGNATION -  T 800
 AW4261  PID         -  AW4261
 AW4261  STATE/COUNTY-  TX/FORT BEND
 AW4261  USGS QUAD   -  BOLING (1980)
 AW4261
 AW4261                         *CURRENT SURVEY CONTROL
 AW4261  ___________________________________________________________________
 AW4261* NAD 83(1986)-  29 22 12.     (N)    095 56 20.     (W)     SCALED    
 AW4261* NAVD 88     -        26.31   (+/-2cm)      86.3    (feet)  VERTCON   
 AW4261  ___________________________________________________________________
 AW4261  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW4261
 AW4261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4261
 AW4261.The horizontal coordinates were scaled from a topographic map and have
 AW4261.an estimated accuracy of +/- 6 seconds.
 AW4261
 AW4261.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4261.The vertical order pertains to the NGVD 29 superseded value.
 AW4261
 AW4261.The geoid height was determined by GEOID03.
 AW4261
 AW4261;                    North         East    Units  Estimated Accuracy
 AW4261;SPC TXSC     - 4,174,190.      897,130.      MT  (+/- 180 meters Scaled)
 AW4261
 AW4261                          SUPERSEDED SURVEY CONTROL
 AW4261
 AW4261  NGVD 29 (??/??/92)   26.308  (m)           86.31   (f) ADJ UNCH    2 0
 AW4261
 AW4261.Superseded values are not recommended for survey control.
 AW4261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4261.See file dsdata.txt to determine how the superseded data were derived.
 AW4261
 AW4261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN147525(NAD 83)
 AW4261_MARKER: DB = BENCH MARK DISK
 AW4261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4261_STAMPING: T 800 1943
 AW4261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4261+STABILITY: SURFACE MOTION
 AW4261
 AW4261  HISTORY     - Date     Condition        Report By
 AW4261  HISTORY     - 1943     MONUMENTED       CGS
 AW4261  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4261  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4261
 AW4261                          STATION DESCRIPTION
 AW4261
 AW4261'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4261'8.45 MI SE FROM KENDLETON.
 AW4261'TO REACH FROM THE KENDLETON NEGRO SCHOOL NO.2 (0.75 MILE NORTHEAST OF
 AW4261'THE RAILROAD STATION AT KENDLETON), PROCEED 4.3 MILES SOUTHEASTERLY
 AW4261'ALONG A COUNTY DIRT ROAD TO THE END OF THE ROAD AND THE INTERSECTION
 AW4261'OF A DIRT TRACK ROAD LEADING SOUTH, THENCE 3.4 MILES SOUTHERLY ALONG A
 AW4261'DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ON A SMALL
 AW4261'KNOLL.  IT IS 16.5 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AW4261'CENTERLINE OF THE ROAD.  MONUMENT IS 2.4 FEET NORTHWEST OF A 4X4 INCH
 AW4261'WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND, AND
 AW4261'SET IN A CONCRETE POST.
 AW4261
 AW4261                          STATION RECOVERY (1995)
 AW4261
 AW4261'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4261'MARK NOT FOUND.
 AW4261
 AW4261                          STATION RECOVERY (1998)
 AW4261
 AW4261'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4386 ***********************************************************************
 AW4386  DESIGNATION -  T 801
 AW4386  PID         -  AW4386
 AW4386  STATE/COUNTY-  TX/BRAZORIA
 AW4386  USGS QUAD   -  DANCIGER (1980)
 AW4386
 AW4386                         *CURRENT SURVEY CONTROL
 AW4386  ___________________________________________________________________
 AW4386* NAD 83(1986)-  29 09 32.     (N)    095 45 25.     (W)     SCALED    
 AW4386* NAVD 88     -        14.04   (+/-2cm)      46.1    (feet)  VERTCON   
 AW4386  ___________________________________________________________________
 AW4386  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW4386
 AW4386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4386
 AW4386.The horizontal coordinates were scaled from a topographic map and have
 AW4386.an estimated accuracy of +/- 6 seconds.
 AW4386
 AW4386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4386.The vertical order pertains to the NGVD 29 superseded value.
 AW4386
 AW4386.The geoid height was determined by GEOID03.
 AW4386
 AW4386;                    North         East    Units  Estimated Accuracy
 AW4386;SPC TXSC     - 4,151,280.      915,430.      MT  (+/- 180 meters Scaled)
 AW4386
 AW4386                          SUPERSEDED SURVEY CONTROL
 AW4386
 AW4386  NGVD 29 (??/??/92)   14.056  (m)           46.12   (f) ADJ UNCH    2 0
 AW4386
 AW4386.Superseded values are not recommended for survey control.
 AW4386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4386.See file dsdata.txt to determine how the superseded data were derived.
 AW4386
 AW4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN318287(NAD 83)
 AW4386_MARKER: DB = BENCH MARK DISK
 AW4386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4386_STAMPING: T 801 1943
 AW4386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4386+STABILITY: SURFACE MOTION
 AW4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4386+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4386
 AW4386  HISTORY     - Date     Condition        Report By
 AW4386  HISTORY     - 1943     MONUMENTED       CGS
 AW4386  HISTORY     - 20041118 GOOD             USPSQD
 AW4386
 AW4386                          STATION DESCRIPTION
 AW4386
 AW4386'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4386'7.0 MI W FROM WEST COLUMBIA.
 AW4386'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED WESTERLY
 AW4386'7.0 MILES ALONG WEST COLUMBIA-PLEDGER CONCRETE ROAD TO SITE OF BENCH
 AW4386'MARK.  BENCH MARK IS ABOUT 0.6 MILE EAST OF THE BRIDGE OVER THE SAN
 AW4386'BERNARDO RIVER, ABOUT 0.1 MILE EAST OF A WOODEN BRIDGE, 49.0 FEET
 AW4386'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AW4386'CONCRETE ROAD, 29.0 FEET EAST OF THE CENTERLINE OF A WIRE GATE, 6.0
 AW4386'FEET WEST OF A T FENCE CORNER AND 3.0 FEET EAST OF A 4 BY 4 INCH
 AW4386'WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 0.5 FOOT, AND SET IN A
 AW4386'CONCRETE POST.
 AW4386
 AW4386                          STATION RECOVERY (2004)
 AW4386
 AW4386'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4418 ***********************************************************************
 AW4418  DESIGNATION -  T 802
 AW4418  PID         -  AW4418
 AW4418  STATE/COUNTY-  TX/BRAZORIA
 AW4418  USGS QUAD   -  OTEY (1980)
 AW4418
 AW4418                         *CURRENT SURVEY CONTROL
 AW4418  ___________________________________________________________________
 AW4418* NAD 83(1993)-  29 16 47.13568(N)    095 36 17.60619(W)     ADJUSTED  
 AW4418* NAVD 88     -        16.68   (+/-2cm)      54.7    (feet)  VERTCON   
 AW4418  ___________________________________________________________________
 AW4418  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AW4418  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW4418
 AW4418  HORZ ORDER  -  SECOND
 AW4418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4418
 AW4418.The horizontal coordinates were established by classical geodetic methods
 AW4418.and adjusted by the National Geodetic Survey in February 1996..
 AW4418
 AW4418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4418.The vertical order pertains to the NGVD 29 superseded value.
 AW4418
 AW4418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4418
 AW4418.The geoid height was determined by GEOID03.
 AW4418
 AW4418;                    North         East     Units Scale Factor Converg.
 AW4418;SPC TXSC     - 4,165,090.113   929,829.740   MT  0.99986370   +1 39 47.9
 AW4418;SPC TXSC     -13,664,966.48  3,050,616.41   sFT  0.99986370   +1 39 47.9
 AW4418;UTM  15      - 3,241,796.099   246,924.218   MT  1.00039038   -1 16 28.8
 AW4418
 AW4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4418!SPC TXSC     -   1.00000162  x   0.99986370  =   0.99986532
 AW4418!UTM  15      -   1.00000162  x   1.00039038  =   1.00039200
 AW4418
 AW4418                          SUPERSEDED SURVEY CONTROL
 AW4418
 AW4418  NAD 83(1986)-  29 16 47.14849(N)    095 36 17.58810(W) AD(       ) 2
 AW4418  NAD 27      -  29 16 46.27300(N)    095 36 16.78700(W) AD(       ) 2
 AW4418  NGVD 29 (??/??/92)   16.687  (m)           54.75   (f) ADJ UNCH    2 0
 AW4418
 AW4418.Superseded values are not recommended for survey control.
 AW4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4418.See file dsdata.txt to determine how the superseded data were derived.
 AW4418
 AW4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4692441796(NAD 83)
 AW4418_MARKER: DB = BENCH MARK DISK
 AW4418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4418_STAMPING: T 802 1943
 AW4418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4418+STABILITY: SURFACE MOTION
 AW4418
 AW4418  HISTORY     - Date     Condition        Report By
 AW4418  HISTORY     - 1943     MONUMENTED       CGS
 AW4418  HISTORY     - 1952     GOOD             CGS
 AW4418  HISTORY     - 1952     GOOD             NGS
 AW4418  HISTORY     - 1989     GOOD             USPSQD
 AW4418  HISTORY     - 20031008 GOOD             LJA
 AW4418
 AW4418                          STATION DESCRIPTION
 AW4418
 AW4418'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4418'8.5 MI E FROM DAMON.
 AW4418'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHERLY 1.5 MILES
 AW4418'ALONG STATE HIGHWAY NO. 36 TO A T ROAD INTERSECTION, THENCE EASTERLY
 AW4418'7.0 MILES ALONG DIRT ROAD TO THE END OF A CONCRETE ROAD LEADING SOUTH
 AW4418'AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 125.0 FEET SOUTH OF A
 AW4418'POWER LINE POLE WITH BRACE WIRE, 42.0 FEET NORTHEAST OF THE CENTER OF
 AW4418'THE END OF CONCRETE PAVEMENT, 38.0 FEET EAST OF THE CENTER OF THE ROAD
 AW4418'INTERSECTION, 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST AND
 AW4418'3.0 FEET SOUTHEAST OF A T FENCE CORNER.  MONUMENT PROJECTS 0.5 FOOT,
 AW4418'AND SET IN A CONCRETE POST.  NOTE-- (ALSO ABOUT 10.8 MILES NORTH OF
 AW4418'EAST COLUMBIA).
 AW4418
 AW4418                          STATION RECOVERY (1952)
 AW4418
 AW4418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 AW4418'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF WEST
 AW4418'COLUMBIA, 8 MILES EAST OF DAMON AND 1-1/2 MILES WEST OF THE BRAZOS
 AW4418'RIVER IN THE SOUTHWEST CORNER OF A PASTURE ON LAND OWNED BY MRS.
 AW4418'KITY NASH GROCE.
 AW4418'
 AW4418'BENCH MARK T 802 1943
 AW4418'IS 34.0 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 3.0 FEET
 AW4418'NORTH OF A WITNESS POST AND 2.5 FEET SOUTHEAST OF A FENCE
 AW4418'CORNER.  IT IS A STANDARD U.S.C. AND G.S.  BENCH MARK DISK
 AW4418'SET IN A 6 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES AND
 AW4418'THE DISK IS STAMPED T 802 1943.
 AW4418
 AW4418                          STATION RECOVERY (1952)
 AW4418
 AW4418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AW4418'RECOVERED IN GOOD CONDITION.
 AW4418
 AW4418                          STATION RECOVERY (1989)
 AW4418
 AW4418'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4418'RECOVERED IN GOOD CONDITION.
 AW4418
 AW4418                          STATION RECOVERY (2003)
 AW4418
 AW4418'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW4418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4729 ***********************************************************************
 AW4729  DESIGNATION -  T 804
 AW4729  PID         -  AW4729
 AW4729  STATE/COUNTY-  TX/FORT BEND
 AW4729  USGS QUAD   -  RICHMOND (1980)
 AW4729
 AW4729                         *CURRENT SURVEY CONTROL
 AW4729  ___________________________________________________________________
 AW4729* NAD 83(1986)-  29 35 02.     (N)    095 45 16.     (W)     SCALED    
 AW4729* NAVD 88     -        27.140  (meters)      89.04   (feet)  ADJUSTED  
 AW4729  ___________________________________________________________________
 AW4729  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW4729  DYNAMIC HT  -          27.103 (meters)      88.92  (feet)  COMP
 AW4729  MODELED GRAV-     979,267.1   (mgal)                       NAVD 88
 AW4729
 AW4729  VERT ORDER  -  FIRST     CLASS II
 AW4729
 AW4729.The horizontal coordinates were scaled from a topographic map and have
 AW4729.an estimated accuracy of +/- 6 seconds.
 AW4729
 AW4729.The orthometric height was determined by differential leveling
 AW4729.and adjusted by the National Geodetic Survey in June 1991..
 AW4729
 AW4729.The geoid height was determined by GEOID03.
 AW4729
 AW4729.The dynamic height is computed by dividing the NAVD 88
 AW4729.geopotential number by the normal gravity value computed on the
 AW4729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4729.degrees latitude (g = 980.6199 gals.).
 AW4729
 AW4729.The modeled gravity was interpolated from observed gravity values.
 AW4729
 AW4729;                    North         East    Units  Estimated Accuracy
 AW4729;SPC TXSC     - 4,198,370.      914,370.      MT  (+/- 180 meters Scaled)
 AW4729
 AW4729                          SUPERSEDED SURVEY CONTROL
 AW4729
 AW4729  NGVD 29 (12/23/87)   27.137  (m)           89.03   (f) ADJUSTED    1 2
 AW4729
 AW4729.Superseded values are not recommended for survey control.
 AW4729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4729.See file dsdata.txt to determine how the superseded data were derived.
 AW4729
 AW4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN331758(NAD 83)
 AW4729_MARKER: DB = BENCH MARK DISK
 AW4729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW4729_SP_SET: BRIDGE ABUTMENT
 AW4729_STAMPING: T 804 1943
 AW4729_MARK LOGO: CGS   
 AW4729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4729
 AW4729  HISTORY     - Date     Condition        Report By
 AW4729  HISTORY     - 1943     MONUMENTED       CGS
 AW4729  HISTORY     - 1973     GOOD             NGS
 AW4729  HISTORY     - 1987     GOOD             USPSQD
 AW4729  HISTORY     - 1987     GOOD             USPSQD
 AW4729  HISTORY     - 1987     GOOD             NGS
 AW4729  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4729  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4729  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4729
 AW4729                          STATION DESCRIPTION
 AW4729
 AW4729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4729'0.45 MI NE FROM RICHMOND.
 AW4729'0.45 MILE NORTHEAST ALONG U.S. HIGHWAY 90 ALT. FROM THE COUNTY
 AW4729'COURTHOUSE AT RICHMOND, AT THE NORTHEAST END OF THE EASTBOUND LANES
 AW4729'STEEL TRUSS BRIDGE OVER BRAZOS RIVER, IN THE TOP AND 2.3 FEET
 AW4729'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 AW4729'THE BRIDGE, 12 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE EASTBOUND
 AW4729'LANES OF THE HIGHWAY, 80 FEET SOUTHWEST OF THE CENTER LINE OF
 AW4729'RIVEREDGE DRIVE, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4729
 AW4729                          STATION RECOVERY (1987)
 AW4729
 AW4729'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AW4729'RECOVERED IN GOOD CONDITION.
 AW4729
 AW4729                          STATION RECOVERY (1987)
 AW4729
 AW4729'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW4729'RECOVERED IN GOOD CONDITION.
 AW4729
 AW4729                          STATION RECOVERY (1987)
 AW4729
 AW4729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4729'RECOVERED IN GOOD CONDITION.
 AW4729
 AW4729                          STATION RECOVERY (1988)
 AW4729
 AW4729'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4729'MARK NOT FOUND.
 AW4729
 AW4729                          STATION RECOVERY (1989)
 AW4729
 AW4729'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4729'MARK NOT FOUND.
 AW4729
 AW4729                          STATION RECOVERY (1993)
 AW4729
 AW4729'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0597 ***********************************************************************
 BM0597  DESIGNATION -  T 804
 BM0597  PID         -  BM0597
 BM0597  STATE/COUNTY-  TX/TRAVIS
 BM0597  USGS QUAD   -  AUSTIN WEST (1988)
 BM0597
 BM0597                         *CURRENT SURVEY CONTROL
 BM0597  ___________________________________________________________________
 BM0597* NAD 83(1986)-  30 17 43.     (N)    097 49 31.     (W)     SCALED    
 BM0597* NAVD 88     -       268.284  (meters)     880.20   (feet)  POSTED    
 BM0597  ___________________________________________________________________
 BM0597  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BM0597  DYNAMIC HT  -         267.920 (meters)     879.00  (feet)  COMP
 BM0597  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 BM0597
 BM0597  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BM0597
 BM0597.The horizontal coordinates were scaled from a topographic map and have
 BM0597.an estimated accuracy of +/- 6 seconds.
 BM0597
 BM0597.The orthometric height was determined by differential leveling
 BM0597.and adjusted by the National Geodetic Survey in 1992..
 BM0597.No vertical observational check was made to the station.
 BM0597.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BM0597.was located on a no-check spur therefore a value was not computed.
 BM0597
 BM0597.The geoid height was determined by GEOID03.
 BM0597
 BM0597.The dynamic height is computed by dividing the NAVD 88
 BM0597.geopotential number by the normal gravity value computed on the
 BM0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0597.degrees latitude (g = 980.6199 gals.).
 BM0597
 BM0597.The modeled gravity was interpolated from observed gravity values.
 BM0597
 BM0597;                    North         East    Units  Estimated Accuracy
 BM0597;SPC TX C     - 3,072,410.      941,240.      MT  (+/- 180 meters Scaled)
 BM0597
 BM0597                          SUPERSEDED SURVEY CONTROL
 BM0597
 BM0597  NGVD 29 (??/??/92)  268.202  (m)          879.93   (f) ADJ UNCH    1 2
 BM0597
 BM0597.Superseded values are not recommended for survey control.
 BM0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0597.See file dsdata.txt to determine how the superseded data were derived.
 BM0597
 BM0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU129520(NAD 83)
 BM0597_MARKER: DB = BENCH MARK DISK
 BM0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0597_STAMPING: T 804 1953
 BM0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0597+STABILITY: SURFACE MOTION
 BM0597
 BM0597  HISTORY     - Date     Condition        Report By
 BM0597  HISTORY     - 1953     MONUMENTED       CGS
 BM0597  HISTORY     - 1973     MARK NOT FOUND   NGS
 BM0597  HISTORY     - 19990112 MARK NOT FOUND   USPSQD
 BM0597  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 BM0597
 BM0597                          STATION DESCRIPTION
 BM0597
 BM0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0597'5.25 MI SW FROM AUSTIN.
 BM0597'5.25 MILES SOUTHWEST ALONG BARTON SPRINGS ROAD AND BEE CAVE ROAD FROM
 BM0597'ITS INTERSECTION WITH LAMAR BOULEVARD AT AUSTIN, 27 FEET SOUTH OF THE
 BM0597'CENTER LINE OF THE ROAD, 91 FEET EAST OF A POWER POLE, 1.2 FEET NORTH
 BM0597'OF A FENCE, 2.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BM0597'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0597
 BM0597                          STATION RECOVERY (1973)
 BM0597
 BM0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0597'MARK NOT FOUND.
 BM0597
 BM0597                          STATION RECOVERY (1999)
 BM0597
 BM0597'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0597'MARK NOT FOUND.
 BM0597
 BM0597                          STATION RECOVERY (2003)
 BM0597
 BM0597'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0409 ***********************************************************************
 BM0409  DESIGNATION -  T 805
 BM0409  PID         -  BM0409
 BM0409  STATE/COUNTY-  TX/BASTROP
 BM0409  USGS QUAD   -  ELGIN EAST (1982)
 BM0409
 BM0409                         *CURRENT SURVEY CONTROL
 BM0409  ___________________________________________________________________
 BM0409* NAD 83(1986)-  30 15 03.     (N)    097 19 59.     (W)     SCALED    
 BM0409* NAVD 88     -       136.72   (+/-2cm)     448.6    (feet)  VERTCON   
 BM0409  ___________________________________________________________________
 BM0409  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BM0409
 BM0409  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0409
 BM0409.The horizontal coordinates were scaled from a topographic map and have
 BM0409.an estimated accuracy of +/- 6 seconds.
 BM0409
 BM0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0409.The vertical order pertains to the NGVD 29 superseded value.
 BM0409
 BM0409.The geoid height was determined by GEOID03.
 BM0409
 BM0409;                    North         East    Units  Estimated Accuracy
 BM0409;SPC TX C     - 3,068,650.      988,710.      MT  (+/- 180 meters Scaled)
 BM0409
 BM0409                          SUPERSEDED SURVEY CONTROL
 BM0409
 BM0409  NGVD 29 (??/??/92)  136.656  (m)          448.35   (f) ADJ UNCH    1 2
 BM0409
 BM0409.Superseded values are not recommended for survey control.
 BM0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0409.See file dsdata.txt to determine how the superseded data were derived.
 BM0409
 BM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU603477(NAD 83)
 BM0409_MARKER: DB = BENCH MARK DISK
 BM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0409_STAMPING: T 805 1953
 BM0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0409+STABILITY: SURFACE MOTION
 BM0409
 BM0409  HISTORY     - Date     Condition        Report By
 BM0409  HISTORY     - 1953     MONUMENTED       CGS
 BM0409
 BM0409                          STATION DESCRIPTION
 BM0409
 BM0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0409'7.2 MI SE FROM ELGIN.
 BM0409'7.2 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0409'THE STATION AT ELGIN, 84 FEET SOUTHWEST OF THE 3RD POLE NORTHWEST OF
 BM0409'MILEPOST 942, 43.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 13.7 FEET
 BM0409'NORTHWEST OF A FENCE CORNER, 58 FEET SOUTHEAST OF A TELEPHONE POLE,
 BM0409'1.2 FEET NORTHEAST OF A FENCE, 2.6 FEET NORTHWEST OF A WITNESS POST,
 BM0409'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 BM0409'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0194 ***********************************************************************
 AX0194  DESIGNATION -  T 806
 AX0194  PID         -  AX0194
 AX0194  STATE/COUNTY-  TX/AUSTIN
 AX0194  USGS QUAD   -  WALLIS (1980)
 AX0194
 AX0194                         *CURRENT SURVEY CONTROL
 AX0194  ___________________________________________________________________
 AX0194* NAD 83(1986)-  29 39 48.     (N)    096 01 53.     (W)     SCALED    
 AX0194* NAVD 88     -        38.81   (+/-2cm)     127.3    (feet)  VERTCON   
 AX0194  ___________________________________________________________________
 AX0194  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0194
 AX0194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0194
 AX0194.The horizontal coordinates were scaled from a topographic map and have
 AX0194.an estimated accuracy of +/- 6 seconds.
 AX0194
 AX0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0194.The vertical order pertains to the NGVD 29 superseded value.
 AX0194
 AX0194.The geoid height was determined by GEOID03.
 AX0194
 AX0194;                    North         East    Units  Estimated Accuracy
 AX0194;SPC TXSC     - 4,206,460.      887,330.      MT  (+/- 180 meters Scaled)
 AX0194
 AX0194                          SUPERSEDED SURVEY CONTROL
 AX0194
 AX0194  NGVD 29 (??/??/92)   38.799  (m)          127.29   (f) ADJ UNCH    2 0
 AX0194
 AX0194.Superseded values are not recommended for survey control.
 AX0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0194.See file dsdata.txt to determine how the superseded data were derived.
 AX0194
 AX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT873851(NAD 83)
 AX0194_MARKER: DB = BENCH MARK DISK
 AX0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0194_SP_SET: CULVERT
 AX0194_STAMPING: T 806 1943
 AX0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0194
 AX0194  HISTORY     - Date     Condition        Report By
 AX0194  HISTORY     - 1943     MONUMENTED       CGS
 AX0194  HISTORY     - 19991024 GOOD             USPSQD
 AX0194
 AX0194                          STATION DESCRIPTION
 AX0194
 AX0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0194'3.0 MI NE FROM WALLIS.
 AX0194'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0194'STATION AT WALLIS-- PROCEED 3.0 MILES NORTHEASTERLY ALONG THE RAILROAD
 AX0194'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 4 1/2 POLES (ABOUT 0.15
 AX0194'MILE) NORTHEAST OF MILEPOST 42, AND 10.7 FEET SOUTHEAST OF AND ABOUT
 AX0194'4.0 FEET BELOW THE SOUTHEAST RAIL OF TRACK.  IT IS SET HORIZONTALLY IN
 AX0194'THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE RAILROAD
 AX0194'CULVERT.  A STANDARD DISK, STAMPED T 806 1943. NOTE-- BENCH MARK IS
 AX0194'ALSO 3.5 MILES SOUTHWEST OF SIMONTON.
 AX0194
 AX0194                          STATION RECOVERY (1999)
 AX0194
 AX0194'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2823 ***********************************************************************
 AX2823  DESIGNATION -  T 806 RESET
 AX2823  PID         -  AX2823
 AX2823  STATE/COUNTY-  TX/BASTROP
 AX2823  USGS QUAD   -  WEST POINT (1981)
 AX2823
 AX2823                         *CURRENT SURVEY CONTROL
 AX2823  ___________________________________________________________________
 AX2823* NAD 83(1986)-  29 59 08.     (N)    097 07 09.     (W)     SCALED    
 AX2823* NAVD 88     -        94.66   (meters)     310.6    (feet)  RESET     
 AX2823  ___________________________________________________________________
 AX2823  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AX2823
 AX2823  VERT ORDER  -  THIRD
 AX2823
 AX2823.The horizontal coordinates were scaled from a topographic map and have
 AX2823.an estimated accuracy of +/- 6 seconds.
 AX2823
 AX2823.The orthometric height was computed from unverified reset data.
 AX2823
 AX2823.The geoid height was determined by GEOID03.
 AX2823
 AX2823;                    North         East    Units  Estimated Accuracy
 AX2823;SPC TX C     - 3,039,830.    1,010,140.      MT  (+/- 180 meters Scaled)
 AX2823
 AX2823                          SUPERSEDED SURVEY CONTROL
 AX2823
 AX2823  NGVD 29 (01/29/03)   94.61   (m)          310.4    (f) RESET       3  
 AX2823
 AX2823.Superseded values are not recommended for survey control.
 AX2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2823.See file dsdata.txt to determine how the superseded data were derived.
 AX2823
 AX2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU814186(NAD 83)
 AX2823_MARKER: DB = BENCH MARK DISK
 AX2823_SETTING: 0 = UNSPECIFIED SETTING
 AX2823_STAMPING: T 806 RESET 1982
 AX2823_MARK LOGO: NGS   
 AX2823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2823
 AX2823  HISTORY     - Date     Condition        Report By
 AX2823  HISTORY     - 1982     MONUMENTED       NGS
 AX2823
 AX2823                          STATION DESCRIPTION
 AX2823
 AX2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AX2823'3.1 MI (5.0 KM) SOUTHEAST ALONG STATE HIGHWAY 71, 0.4 MI (0.6 KM)
 AX2823'SOUTHEAST OF A RAILROAD CROSSING. MARK IS 71 FT (21.6 M) SOUTHWEST OF
 AX2823'THE CENTER OF THE SOUTHBOUND LANE, 0.8 FT (0.2 M) NORTH OF A FENCE
 AX2823'AND 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST. THE SOUTH BOUND LANE
 AX2823'IS UNDER CONSTRUCTION AT THIS TIME , AND IS PROJECTING 8 INCHES ABOVE
 AX2823'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0165 ***********************************************************************
 AY0165  DESIGNATION -  T 807
 AY0165  PID         -  AY0165
 AY0165  STATE/COUNTY-  TX/GUADALUPE
 AY0165  USGS QUAD   -  MARION (1992)
 AY0165
 AY0165                         *CURRENT SURVEY CONTROL
 AY0165  ___________________________________________________________________
 AY0165* NAD 83(1986)-  29 30 50.     (N)    098 09 12.     (W)     SCALED    
 AY0165* NAVD 88     -       188.79   (+/-2cm)     619.4    (feet)  VERTCON   
 AY0165  ___________________________________________________________________
 AY0165  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AY0165
 AY0165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0165
 AY0165.The horizontal coordinates were scaled from a topographic map and have
 AY0165.an estimated accuracy of +/- 6 seconds.
 AY0165
 AY0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0165.The vertical order pertains to the NGVD 29 superseded value.
 AY0165
 AY0165.The geoid height was determined by GEOID03.
 AY0165
 AY0165;                    North         East    Units  Estimated Accuracy
 AY0165;SPC TXSC     - 4,186,550.      682,080.      MT  (+/- 180 meters Scaled)
 AY0165
 AY0165                          SUPERSEDED SURVEY CONTROL
 AY0165
 AY0165  NGVD 29 (??/??/92)  188.698  (m)          619.09   (f) ADJ UNCH    2 0
 AY0165
 AY0165.Superseded values are not recommended for survey control.
 AY0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0165.See file dsdata.txt to determine how the superseded data were derived.
 AY0165
 AY0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT820652(NAD 83)
 AY0165_MARKER: DB = BENCH MARK DISK
 AY0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0165_SP_SET: CULVERT
 AY0165_STAMPING: T 807 1943
 AY0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0165
 AY0165  HISTORY     - Date     Condition        Report By
 AY0165  HISTORY     - 1943     MONUMENTED       CGS
 AY0165  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0165
 AY0165                          STATION DESCRIPTION
 AY0165
 AY0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0165'12.3 MI W FROM SEGUIN.
 AY0165'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90 AND STATE
 AY0165'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 12.3 MILES WESTERLY ALONG U. S.
 AY0165'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 183.0 FEET
 AY0165'WEST OF A FARM ROAD INTERSECTION LEADING NORTH, AND 21.0 FEET SOUTH OF
 AY0165'AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF HIGHWAY.  IT IS SET
 AY0165'HORIZONTALLY IN THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE
 AY0165'CULVERT.
 AY0165
 AY0165                          STATION RECOVERY (1999)
 AY0165
 AY0165'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0166 ***********************************************************************
 AY0166  DESIGNATION -  T 807 RESET 1960
 AY0166  PID         -  AY0166
 AY0166  STATE/COUNTY-  TX/GUADALUPE
 AY0166  USGS QUAD   -  MARION (1992)
 AY0166
 AY0166                         *CURRENT SURVEY CONTROL
 AY0166  ___________________________________________________________________
 AY0166* NAD 83(1986)-  29 30 50.     (N)    098 09 12.     (W)     SCALED    
 AY0166* NAVD 88     -       188.53   (+/-2cm)     618.5    (feet)  VERTCON   
 AY0166  ___________________________________________________________________
 AY0166  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AY0166
 AY0166  VERT ORDER  -  THIRD (See Below)
 AY0166
 AY0166.The horizontal coordinates were scaled from a topographic map and have
 AY0166.an estimated accuracy of +/- 6 seconds.
 AY0166
 AY0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0166.The vertical order pertains to the NGVD 29 superseded value.
 AY0166
 AY0166.The geoid height was determined by GEOID03.
 AY0166
 AY0166;                    North         East    Units  Estimated Accuracy
 AY0166;SPC TXSC     - 4,186,550.      682,080.      MT  (+/- 180 meters Scaled)
 AY0166
 AY0166                          SUPERSEDED SURVEY CONTROL
 AY0166
 AY0166  NGVD 29 (01/29/03)  188.44   (m)          618.2    (f) RESET       3  
 AY0166
 AY0166.Superseded values are not recommended for survey control.
 AY0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0166.See file dsdata.txt to determine how the superseded data were derived.
 AY0166
 AY0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT820652(NAD 83)
 AY0166_MARKER: DB = BENCH MARK DISK
 AY0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0166_SP_SET: CULVERT
 AY0166_STAMPING: T 807 RESET 1960
 AY0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0166+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AY0166
 AY0166  HISTORY     - Date     Condition        Report By
 AY0166  HISTORY     - 1960     MONUMENTED       TXHD
 AY0166  HISTORY     - 1961     GOOD             NGS
 AY0166  HISTORY     - 1988     GOOD             USPSQD
 AY0166  HISTORY     - 1989     GOOD             USPSQD
 AY0166  HISTORY     - 20050318 GOOD             USPSQD
 AY0166
 AY0166                          STATION DESCRIPTION
 AY0166
 AY0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AY0166'12.3 MI W FROM SEGUIN.
 AY0166'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY
 AY0166'123 AT SEGUIN-- PROCEED 12.3 MILES WESTERLY ALONG U.S. HIGHWAY 90 TO
 AY0166'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE WEST FROM SANTA
 AY0166'CLARA ROAD OVERPASS, AND 15 FEET RIGHT AND ABOUT 0.50 FOOT BELOW
 AY0166'CENTERLINE OF SOUTH FRONTAGE ROAD.  IT IS SET HORIZONTALLY IN THE EAST
 AY0166'AND OF SOUTH HEADWALL OF CONCRETE CULVERT, EXTENDED 2-6.5X2.5.
 AY0166
 AY0166                          STATION RECOVERY (1988)
 AY0166
 AY0166'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0166'RECOVERED IN GOOD CONDITION.
 AY0166
 AY0166                          STATION RECOVERY (1989)
 AY0166
 AY0166'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0166'RECOVERED IN GOOD CONDITION.
 AY0166
 AY0166                          STATION RECOVERY (2005)
 AY0166
 AY0166'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0575 ***********************************************************************
 AY0575  DESIGNATION -  T 808
 AY0575  PID         -  AY0575
 AY0575  STATE/COUNTY-  TX/GUADALUPE
 AY0575  USGS QUAD   -  NEW BERLIN (1957)
 AY0575
 AY0575                         *CURRENT SURVEY CONTROL
 AY0575  ___________________________________________________________________
 AY0575* NAD 83(1986)-  29 27 27.     (N)    098 06 14.     (W)     SCALED    
 AY0575* NAVD 88     -       175.22   (+/-2cm)     574.9    (feet)  VERTCON   
 AY0575  ___________________________________________________________________
 AY0575  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AY0575
 AY0575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0575
 AY0575.The horizontal coordinates were scaled from a topographic map and have
 AY0575.an estimated accuracy of +/- 6 seconds.
 AY0575
 AY0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0575.The vertical order pertains to the NGVD 29 superseded value.
 AY0575
 AY0575.The geoid height was determined by GEOID03.
 AY0575
 AY0575;                    North         East    Units  Estimated Accuracy
 AY0575;SPC TXSC     - 4,180,330.      686,920.      MT  (+/- 180 meters Scaled)
 AY0575
 AY0575                          SUPERSEDED SURVEY CONTROL
 AY0575
 AY0575  NGVD 29 (??/??/92)  175.138  (m)          574.60   (f) ADJ UNCH    2 0
 AY0575
 AY0575.Superseded values are not recommended for survey control.
 AY0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0575.See file dsdata.txt to determine how the superseded data were derived.
 AY0575
 AY0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT868590(NAD 83)
 AY0575_MARKER: DB = BENCH MARK DISK
 AY0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0575_STAMPING: T 808 1943
 AY0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0575+STABILITY: SURFACE MOTION
 AY0575
 AY0575  HISTORY     - Date     Condition        Report By
 AY0575  HISTORY     - 1943     MONUMENTED       CGS
 AY0575  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0575  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0575  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0575
 AY0575                          STATION DESCRIPTION
 AY0575
 AY0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0575'0.5 MI S FROM NEW BERLIN.
 AY0575'TO REACH FROM THE SCHOOL HOUSE AT NEW BERLIN-- PROCEED 0.5 MILE
 AY0575'SOUTHERLY ALONG THE LAVERNIA-NEW BERLIN ROAD TO SITE OF BENCH MARK.
 AY0575'BENCH MARK IS ABOUT 0.3 MILE NORTH OF A SIDE ROAD INTERSECTION LEADING
 AY0575'WEST, AND 35.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AY0575'CENTERLINE OF ROAD.  IT IS 14.0 FEET NORTH OF THE CENTERLINE OF A
 AY0575'WOODEN GATE AND A FARM ROAD LEADING WEST, 0.3 FOOT EAST OF THE
 AY0575'RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AY0575'POST.  MONUMENT PROJECTS 0.3 FOOT.
 AY0575
 AY0575                          STATION RECOVERY (1988)
 AY0575
 AY0575'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0575'MARK NOT FOUND.
 AY0575
 AY0575                          STATION RECOVERY (1999)
 AY0575
 AY0575'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0575'MARK NOT FOUND.
 AY0575
 AY0575                          STATION RECOVERY (2003)
 AY0575
 AY0575'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0123 ***********************************************************************
 BN0123  DESIGNATION -  T 81
 BN0123  PID         -  BN0123
 BN0123  STATE/COUNTY-  TX/GILLESPIE
 BN0123  USGS QUAD   -  CAIN CITY (1963)
 BN0123
 BN0123                         *CURRENT SURVEY CONTROL
 BN0123  ___________________________________________________________________
 BN0123* NAD 83(1986)-  30 11 48.     (N)    098 48 43.     (W)     SCALED    
 BN0123* NAVD 88     -       531.704  (meters)    1744.43   (feet)  ADJUSTED  
 BN0123  ___________________________________________________________________
 BN0123  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BN0123  DYNAMIC HT  -         530.966 (meters)    1742.01  (feet)  COMP
 BN0123  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 BN0123
 BN0123  VERT ORDER  -  FIRST     CLASS II
 BN0123
 BN0123.The horizontal coordinates were scaled from a topographic map and have
 BN0123.an estimated accuracy of +/- 6 seconds.
 BN0123
 BN0123.The orthometric height was determined by differential leveling
 BN0123.and adjusted by the National Geodetic Survey in June 1991..
 BN0123
 BN0123.The geoid height was determined by GEOID03.
 BN0123
 BN0123.The dynamic height is computed by dividing the NAVD 88
 BN0123.geopotential number by the normal gravity value computed on the
 BN0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0123.degrees latitude (g = 980.6199 gals.).
 BN0123
 BN0123.The modeled gravity was interpolated from observed gravity values.
 BN0123
 BN0123;                    North         East    Units  Estimated Accuracy
 BN0123;SPC TX C     - 3,059,760.      846,500.      MT  (+/- 180 meters Scaled)
 BN0123
 BN0123                          SUPERSEDED SURVEY CONTROL
 BN0123
 BN0123  NGVD 29 (??/??/92)  531.653  (m)         1744.26   (f) ADJ UNCH    1 2
 BN0123
 BN0123.Superseded values are not recommended for survey control.
 BN0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0123.See file dsdata.txt to determine how the superseded data were derived.
 BN0123
 BN0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU181405(NAD 83)
 BN0123_MARKER: DB = BENCH MARK DISK
 BN0123_SETTING: 66 = SET IN ROCK OUTCROP
 BN0123_SP_SET: ROCK OUTCROP
 BN0123_STAMPING: T 81 1931
 BN0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0123+STABILITY: POSITION/ELEVATION WELL
 BN0123
 BN0123  HISTORY     - Date     Condition        Report By
 BN0123  HISTORY     - 1931     MONUMENTED       CGS
 BN0123  HISTORY     - 1953     GOOD             NGS
 BN0123  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0123  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0123
 BN0123                          STATION DESCRIPTION
 BN0123
 BN0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0123'7.65 MI SE FROM FREDERICKSBURG.
 BN0123'2.5 MILES EAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH U.S.
 BN0123'HIGHWAY 87 AT FREDERICKSBURG, THENCE 4.3 MILES SOUTHEAST ALONG AN
 BN0123'OILED ROAD, THENCE 0.85 MILE NORTHEAST ALONG AN OILED ROAD, AT CAIN
 BN0123'CITY, 62 FEET NORTHEAST OF THE CENTER LINE OF AN ABANDONED RAILROAD
 BN0123'GRADE, 30 FEET EAST OF THE 2ND POLE SOUTHEAST OF A ROAD CROSSING, 211
 BN0123'FEET NORTHWEST OF THE NORTH CORNER OF A BARN, SET IN THE TOP OF A
 BN0123'LARGE LIMESTONE ROCK.
 BN0123
 BN0123                          STATION RECOVERY (1982)
 BN0123
 BN0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0123'NOT SEARCHED FOR THIS DATE, INACCESSIBLE.
 BN0123
 BN0123                          STATION RECOVERY (1993)
 BN0123
 BN0123'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4317 ***********************************************************************
 AW4317  DESIGNATION -  T 810
 AW4317  PID         -  AW4317
 AW4317  STATE/COUNTY-  TX/WHARTON
 AW4317  USGS QUAD   -  BOLING (1980)
 AW4317
 AW4317                         *CURRENT SURVEY CONTROL
 AW4317  ___________________________________________________________________
 AW4317* NAD 83(1986)-  29 19 07.     (N)    095 56 51.     (W)     SCALED    
 AW4317* NAVD 88     -        23.61   (+/-2cm)      77.5    (feet)  VERTCON   
 AW4317  ___________________________________________________________________
 AW4317  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW4317
 AW4317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4317
 AW4317.The horizontal coordinates were scaled from a topographic map and have
 AW4317.an estimated accuracy of +/- 6 seconds.
 AW4317
 AW4317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4317.The vertical order pertains to the NGVD 29 superseded value.
 AW4317
 AW4317.The geoid height was determined by GEOID03.
 AW4317
 AW4317;                    North         East    Units  Estimated Accuracy
 AW4317;SPC TXSC     - 4,168,480.      896,440.      MT  (+/- 180 meters Scaled)
 AW4317
 AW4317                          SUPERSEDED SURVEY CONTROL
 AW4317
 AW4317  NGVD 29 (??/??/92)   23.610  (m)           77.46   (f) ADJ UNCH    2 0
 AW4317
 AW4317.Superseded values are not recommended for survey control.
 AW4317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4317.See file dsdata.txt to determine how the superseded data were derived.
 AW4317
 AW4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN137468(NAD 83)
 AW4317_MARKER: DB = BENCH MARK DISK
 AW4317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4317_STAMPING: T 810 1943
 AW4317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4317+STABILITY: SURFACE MOTION
 AW4317
 AW4317  HISTORY     - Date     Condition        Report By
 AW4317  HISTORY     - 1943     MONUMENTED       CGS
 AW4317
 AW4317                          STATION DESCRIPTION
 AW4317
 AW4317'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4317'3.0 MI N FROM IAGO.
 AW4317'TO REACH FROM THE IAGO FEDERATED CHURCH AT IAGO, PROCEED 3.0 MILES
 AW4317'NORTHERLY ALONG A SHELL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AW4317'57.0 YARDS SOUTH OF THE CENTERLINE OF A PRIVATE ROAD LEADING WEST TO A
 AW4317'FARM HOUSE.  IT IS 40.5 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE
 AW4317'CENTERLINE OF THE ROAD, 4.1 FEET SOUTH OF A POWER TRANSMISSION POLE,
 AW4317'0.7 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.3 FEET
 AW4317'NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT
 AW4317'ABOVE THE GROUND, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0095 ***********************************************************************
 AX0095  DESIGNATION -  T 812
 AX0095  PID         -  AX0095
 AX0095  STATE/COUNTY-  TX/WHARTON
 AX0095  USGS QUAD   -  LISSIE (1981)
 AX0095
 AX0095                         *CURRENT SURVEY CONTROL
 AX0095  ___________________________________________________________________
 AX0095* NAD 83(1986)-  29 32 45.     (N)    096 10 41.     (W)     SCALED    
 AX0095* NAVD 88     -        43.17   (+/-2cm)     141.6    (feet)  VERTCON   
 AX0095  ___________________________________________________________________
 AX0095  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0095
 AX0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0095
 AX0095.The horizontal coordinates were scaled from a topographic map and have
 AX0095.an estimated accuracy of +/- 6 seconds.
 AX0095
 AX0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0095.The vertical order pertains to the NGVD 29 superseded value.
 AX0095
 AX0095.The geoid height was determined by GEOID03.
 AX0095
 AX0095;                    North         East    Units  Estimated Accuracy
 AX0095;SPC TXSC     - 4,193,090.      873,450.      MT  (+/- 180 meters Scaled)
 AX0095
 AX0095                          SUPERSEDED SURVEY CONTROL
 AX0095
 AX0095  NGVD 29 (??/??/92)   43.162  (m)          141.61   (f) ADJ UNCH    2 0
 AX0095
 AX0095.Superseded values are not recommended for survey control.
 AX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0095.See file dsdata.txt to determine how the superseded data were derived.
 AX0095
 AX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT734717(NAD 83)
 AX0095_MARKER: DB = BENCH MARK DISK
 AX0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0095_STAMPING: T 812 1943
 AX0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0095+STABILITY: SURFACE MOTION
 AX0095
 AX0095  HISTORY     - Date     Condition        Report By
 AX0095  HISTORY     - 1943     MONUMENTED       CGS
 AX0095  HISTORY     - 1959     GOOD             NGS
 AX0095  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0095
 AX0095                          STATION DESCRIPTION
 AX0095
 AX0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX0095'7.0 MI W FROM EAST BERNARD.
 AX0095'7.0 MILES WEST ALONG U.S. HIGHWAY 90 A FROM THE TEXAS AND NEW ORLEANS
 AX0095'RAILROAD STATION AT EAST BERNARD, WHARTON COUNTY, BETWEEN THE HIGHWAY
 AX0095'AND THE TRACK, 0.1 MILE WEST OF RAILROAD BLOCK SIGNAL 586, 54 FEET
 AX0095'NORTH OF THE CENTERLINE OF THE HIGHWAY, 46 FEET  SOUTH OF THE
 AX0095'CENTERLINE OF THE TRACK, 6.8 FEET SOUTH OF POLE E 33 F, 2.8 FEET EAST
 AX0095'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 AX0095'HIGHWAY.  A STANDARD DISK, STAMPED T 812 1943 AND SET IN THE TOP OF A
 AX0095'CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 AX0095
 AX0095                          STATION RECOVERY (1991)
 AX0095
 AX0095'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0113 ***********************************************************************
 AX0113  DESIGNATION -  T 813
 AX0113  PID         -  AX0113
 AX0113  STATE/COUNTY-  TX/WHARTON
 AX0113  USGS QUAD   -  EAST BERNARD (1980)
 AX0113
 AX0113                         *CURRENT SURVEY CONTROL
 AX0113  ___________________________________________________________________
 AX0113* NAD 83(1986)-  29 34 47.     (N)    096 05 02.     (W)     SCALED    
 AX0113* NAVD 88     -        39.32   (+/-2cm)     129.0    (feet)  VERTCON   
 AX0113  ___________________________________________________________________
 AX0113  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0113
 AX0113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0113
 AX0113.The horizontal coordinates were scaled from a topographic map and have
 AX0113.an estimated accuracy of +/- 6 seconds.
 AX0113
 AX0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0113.The vertical order pertains to the NGVD 29 superseded value.
 AX0113
 AX0113.The geoid height was determined by GEOID03.
 AX0113
 AX0113;                    North         East    Units  Estimated Accuracy
 AX0113;SPC TXSC     - 4,197,070.      882,480.      MT  (+/- 180 meters Scaled)
 AX0113
 AX0113                          SUPERSEDED SURVEY CONTROL
 AX0113
 AX0113  NGVD 29 (??/??/92)   39.311  (m)          128.97   (f) ADJ UNCH    2 0
 AX0113
 AX0113.Superseded values are not recommended for survey control.
 AX0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0113.See file dsdata.txt to determine how the superseded data were derived.
 AX0113
 AX0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT824757(NAD 83)
 AX0113_MARKER: DB = BENCH MARK DISK
 AX0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0113_SP_SET: CULVERT
 AX0113_STAMPING: T 813 1943
 AX0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0113
 AX0113  HISTORY     - Date     Condition        Report By
 AX0113  HISTORY     - 1943     MONUMENTED       CGS
 AX0113  HISTORY     - 1954     GOOD             NGS
 AX0113  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0113
 AX0113                          STATION DESCRIPTION
 AX0113
 AX0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0113'3.4 MI N FROM EAST BERNARD.
 AX0113'3.2 MILES NORTH ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 AX0113'HIGHWAY 90 A AT EAST BERNARD, THENCE 0.2 MILE NORTHEAST ALONG OLD
 AX0113'STATE HIGHWAY 60, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD
 AX0113'HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL
 AX0113'OF A CONCRETE CULVERT.
 AX0113
 AX0113                          STATION RECOVERY (1991)
 AX0113
 AX0113'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0419 ***********************************************************************
 AX0419  DESIGNATION -  T 814
 AX0419  PID         -  AX0419
 AX0419  STATE/COUNTY-  TX/WHARTON
 AX0419  USGS QUAD   -  BONUS (1981)
 AX0419
 AX0419                         *CURRENT SURVEY CONTROL
 AX0419  ___________________________________________________________________
 AX0419* NAD 83(1986)-  29 29 46.     (N)    096 17 07.     (W)     SCALED    
 AX0419* NAVD 88     -        48.42   (+/-2cm)     158.9    (feet)  VERTCON   
 AX0419  ___________________________________________________________________
 AX0419  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0419
 AX0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0419
 AX0419.The horizontal coordinates were scaled from a topographic map and have
 AX0419.an estimated accuracy of +/- 6 seconds.
 AX0419
 AX0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0419.The vertical order pertains to the NGVD 29 superseded value.
 AX0419
 AX0419.The geoid height was determined by GEOID03.
 AX0419
 AX0419;                    North         East    Units  Estimated Accuracy
 AX0419;SPC TXSC     - 4,187,340.      863,190.      MT  (+/- 180 meters Scaled)
 AX0419
 AX0419                          SUPERSEDED SURVEY CONTROL
 AX0419
 AX0419  NGVD 29 (??/??/92)   48.417  (m)          158.85   (f) ADJ UNCH    2 0
 AX0419
 AX0419.Superseded values are not recommended for survey control.
 AX0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0419.See file dsdata.txt to determine how the superseded data were derived.
 AX0419
 AX0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT631660(NAD 83)
 AX0419_MARKER: DB = BENCH MARK DISK
 AX0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0419_SP_SET: CULVERT
 AX0419_STAMPING: T 814 1943
 AX0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0419
 AX0419  HISTORY     - Date     Condition        Report By
 AX0419  HISTORY     - 1943     MONUMENTED       CGS
 AX0419
 AX0419                          STATION DESCRIPTION
 AX0419
 AX0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0419'6.2 MI SW FROM LISSIE.
 AX0419'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT LISSIE,
 AX0419'PROCEED 0.3 MILE EASTERLY ALONG U.S. HIGHWAY NO.90-A TO THE
 AX0419'INTERSECTION OF A GRAVEL ROAD LEADING SOUTHWESTERLY TO MCDOW, THENCE
 AX0419'5.9 MILES SOUTHWESTERLY ALONG A GRAVEL ROAD TO A CONCRETE CULVERT AND
 AX0419'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AX0419'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 3.0 FOOT CONCRETE PIPE
 AX0419'CULVERT UNDER THE ROAD.  IT IS 0.1 MILE NORTHWEST OF A RIGHT ANGLE
 AX0419'TURN IN THE ROAD TO THE NORTHWEST, 11.8 FEET NORTHEAST OF AND ABOUT
 AX0419'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0173 ***********************************************************************
 AX0173  DESIGNATION -  T 815
 AX0173  PID         -  AX0173
 AX0173  STATE/COUNTY-  TX/COLORADO
 AX0173  USGS QUAD   -  ALLEYTON (1981)
 AX0173
 AX0173                         *CURRENT SURVEY CONTROL
 AX0173  ___________________________________________________________________
 AX0173* NAD 83(1986)-  29 42 21.     (N)    096 29 22.     (W)     SCALED    
 AX0173* NAVD 88     -        57.06   (+/-2cm)     187.2    (feet)  VERTCON   
 AX0173  ___________________________________________________________________
 AX0173  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0173
 AX0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0173
 AX0173.The horizontal coordinates were scaled from a topographic map and have
 AX0173.an estimated accuracy of +/- 6 seconds.
 AX0173
 AX0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0173.The vertical order pertains to the NGVD 29 superseded value.
 AX0173
 AX0173.The geoid height was determined by GEOID03.
 AX0173
 AX0173;                    North         East    Units  Estimated Accuracy
 AX0173;SPC TXSC     - 4,210,130.      842,900.      MT  (+/- 180 meters Scaled)
 AX0173
 AX0173                          SUPERSEDED SURVEY CONTROL
 AX0173
 AX0173  NGVD 29 (??/??/92)   57.043  (m)          187.15   (f) ADJ UNCH    2 0
 AX0173
 AX0173.Superseded values are not recommended for survey control.
 AX0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0173.See file dsdata.txt to determine how the superseded data were derived.
 AX0173
 AX0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT428888(NAD 83)
 AX0173_MARKER: DB = BENCH MARK DISK
 AX0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0173_STAMPING: T 815 1943
 AX0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0173+STABILITY: SURFACE MOTION
 AX0173
 AX0173  HISTORY     - Date     Condition        Report By
 AX0173  HISTORY     - 1943     MONUMENTED       CGS
 AX0173
 AX0173                          STATION DESCRIPTION
 AX0173
 AX0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0173'IN ALLEYTON.
 AX0173'BENCH MARK IS 0.2 MILE WEST OF MILE POST NO. 81.  IT IS 84.0 YARDS
 AX0173'WEST OF THE TEXAS AND NEW ORLEANS RAILROAD STATION AT ALLEYTON, 84.0
 AX0173'FEET NORTH OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE TRACK,
 AX0173'2.6 FEET WEST OF A TELEPHONE POLE.  MONUMENT IS 2.0 FEET EAST OF A 4X4
 AX0173'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AX0173'A STANDARD DISK, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0186 ***********************************************************************
 AX0186  DESIGNATION -  T 816
 AX0186  PID         -  AX0186
 AX0186  STATE/COUNTY-  TX/COLORADO
 AX0186  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0186
 AX0186                         *CURRENT SURVEY CONTROL
 AX0186  ___________________________________________________________________
 AX0186* NAD 83(1986)-  29 44 02.     (N)    096 19 10.     (W)     SCALED    
 AX0186* NAVD 88     -        68.13   (+/-2cm)     223.5    (feet)  VERTCON   
 AX0186  ___________________________________________________________________
 AX0186  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX0186
 AX0186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0186
 AX0186.The horizontal coordinates were scaled from a topographic map and have
 AX0186.an estimated accuracy of +/- 6 seconds.
 AX0186
 AX0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0186.The vertical order pertains to the NGVD 29 superseded value.
 AX0186
 AX0186.The geoid height was determined by GEOID03.
 AX0186
 AX0186;                    North         East    Units  Estimated Accuracy
 AX0186;SPC TXSC     - 4,213,610.      859,270.      MT  (+/- 180 meters Scaled)
 AX0186
 AX0186                          SUPERSEDED SURVEY CONTROL
 AX0186
 AX0186  NGVD 29 (??/??/92)   68.106  (m)          223.44   (f) ADJ UNCH    2 0
 AX0186
 AX0186.Superseded values are not recommended for survey control.
 AX0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0186.See file dsdata.txt to determine how the superseded data were derived.
 AX0186
 AX0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT592923(NAD 83)
 AX0186_MARKER: DB = BENCH MARK DISK
 AX0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0186_STAMPING: T 816 1943
 AX0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0186+STABILITY: SURFACE MOTION
 AX0186
 AX0186  HISTORY     - Date     Condition        Report By
 AX0186  HISTORY     - 1943     MONUMENTED       CGS
 AX0186  HISTORY     - 20050823 MARK NOT FOUND   USPSQD
 AX0186
 AX0186                          STATION DESCRIPTION
 AX0186
 AX0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0186'5.8 MI E FROM BERNARDO.
 AX0186'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 1.0 MILE
 AX0186'SOUTHEASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL ROAD
 AX0186'LEADING NORTHEAST, THENCE 2.55 MILES NORTHEASTERLY ALONG A GRAVEL ROAD
 AX0186'TO THE INTERSECTION OF A GRAVEL ROAD LEADING EAST, THENCE 2.25 MILES
 AX0186'EASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL T ROAD
 AX0186'AND SITE OF BENCH MARK.  BENCH MARK IS 34.0 FEET WEST OF THE
 AX0186'CENTERLINE OF A GRAVEL T ROAD.  IT IS 21.0 FEET NORTH OF AND ABOUT,
 AX0186'1.0 FOOT BELOW THE CENTERLINE OF A GRAVEL ROAD, 3.2 FEET WEST OF A
 AX0186'FENCE CORNER POST.  MONUMENT IS 2.1 FEET EAST OF A 4X4 INCH WHITE
 AX0186'WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.  A STANDARD
 AX0186'DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0186
 AX0186                          STATION RECOVERY (2005)
 AX0186
 AX0186'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJG)
 AX0186'DESCRIPTION PUTS THIS IN A DITCH.  DEEP RUTS FROM RECENT HEAVY
 AX0186'EQUIPMENT MAY HAVE DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1174 ***********************************************************************
 AX1174  DESIGNATION -  T 817
 AX1174  PID         -  AX1174
 AX1174  STATE/COUNTY-  TX/COLORADO
 AX1174  USGS QUAD   -  FRELSBURG (1981)
 AX1174
 AX1174                         *CURRENT SURVEY CONTROL
 AX1174  ___________________________________________________________________
 AX1174* NAD 83(1986)-  29 50 53.     (N)    096 32 46.     (W)     SCALED    
 AX1174* NAVD 88     -        96.65   (+/-2cm)     317.1    (feet)  VERTCON   
 AX1174  ___________________________________________________________________
 AX1174  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX1174
 AX1174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1174
 AX1174.The horizontal coordinates were scaled from a topographic map and have
 AX1174.an estimated accuracy of +/- 6 seconds.
 AX1174
 AX1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1174.The vertical order pertains to the NGVD 29 superseded value.
 AX1174
 AX1174.The geoid height was determined by GEOID03.
 AX1174
 AX1174;                    North         East    Units  Estimated Accuracy
 AX1174;SPC TXSC     - 4,225,780.      837,090.      MT  (+/- 180 meters Scaled)
 AX1174
 AX1174                          SUPERSEDED SURVEY CONTROL
 AX1174
 AX1174  NGVD 29 (??/??/92)   96.620  (m)          316.99   (f) ADJ UNCH    2 0
 AX1174
 AX1174.Superseded values are not recommended for survey control.
 AX1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1174.See file dsdata.txt to determine how the superseded data were derived.
 AX1174
 AX1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU370044(NAD 83)
 AX1174_MARKER: DB = BENCH MARK DISK
 AX1174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1174_SP_SET: CULVERT
 AX1174_STAMPING: T 817 1943
 AX1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1174
 AX1174  HISTORY     - Date     Condition        Report By
 AX1174  HISTORY     - 1943     MONUMENTED       CGS
 AX1174  HISTORY     - 1987     GOOD             USPSQD
 AX1174  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1174
 AX1174                          STATION DESCRIPTION
 AX1174
 AX1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1174'1.6 MI S FROM FRELSBURG.
 AX1174'1.6 MILES SOUTH ALONG A PAVED ROAD FROM THE FOUR CORNERS AT FRELSBURG,
 AX1174'AT A 3- BY 4-FOOT CONCRETE-BOX CULVERT UNDER THE ROAD, IN THE TOP OF
 AX1174'THE NORTH END OF THE EAST HEADWALL, 17.4 FEET EAST OF THE CENTERLINE
 AX1174'OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AX1174
 AX1174                          STATION RECOVERY (1987)
 AX1174
 AX1174'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AX1174'RECOVERED IN GOOD CONDITION.
 AX1174
 AX1174                          STATION RECOVERY (2004)
 AX1174
 AX1174'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1174'NEW CULVERT. OLD CULVERT DESTROYED AND MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1108 ***********************************************************************
 AX1108  DESIGNATION -  T 818
 AX1108  PID         -  AX1108
 AX1108  STATE/COUNTY-  TX/COLORADO
 AX1108  USGS QUAD   -  BORDEN (1981)
 AX1108
 AX1108                         *CURRENT SURVEY CONTROL
 AX1108  ___________________________________________________________________
 AX1108* NAD 83(1986)-  29 41 24.     (N)    096 41 41.     (W)     SCALED    
 AX1108* NAVD 88     -       103.58   (+/-2cm)     339.8    (feet)  VERTCON   
 AX1108  ___________________________________________________________________
 AX1108  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1108
 AX1108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1108
 AX1108.The horizontal coordinates were scaled from a topographic map and have
 AX1108.an estimated accuracy of +/- 6 seconds.
 AX1108
 AX1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1108.The vertical order pertains to the NGVD 29 superseded value.
 AX1108
 AX1108.The geoid height was determined by GEOID03.
 AX1108
 AX1108;                    North         East    Units  Estimated Accuracy
 AX1108;SPC TXSC     - 4,207,970.      823,080.      MT  (+/- 180 meters Scaled)
 AX1108
 AX1108                          SUPERSEDED SURVEY CONTROL
 AX1108
 AX1108  NGVD 29 (??/??/92)  103.552  (m)          339.74   (f) ADJ UNCH    2 0
 AX1108
 AX1108.Superseded values are not recommended for survey control.
 AX1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1108.See file dsdata.txt to determine how the superseded data were derived.
 AX1108
 AX1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT230866(NAD 83)
 AX1108_MARKER: DB = BENCH MARK DISK
 AX1108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1108_SP_SET: CULVERT
 AX1108_STAMPING: T 818 1943
 AX1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1108+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1108
 AX1108  HISTORY     - Date     Condition        Report By
 AX1108  HISTORY     - 1943     MONUMENTED       CGS
 AX1108  HISTORY     - 1987     GOOD             USPSQD
 AX1108  HISTORY     - 1987     GOOD             USPSQD
 AX1108  HISTORY     - 19970608 GOOD             USPSQD
 AX1108  HISTORY     - 20020727 GOOD             USPSQD
 AX1108  HISTORY     - 20040318 GOOD             USPSQD
 AX1108  HISTORY     - 20050318 GOOD             USPSQD
 AX1108
 AX1108                          STATION DESCRIPTION
 AX1108
 AX1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1108'5.55 MI E FROM WEIMAR.
 AX1108'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 5.55 MILES EASTERLY
 AX1108'ALONG U.S. HIGHWAY NO. 90 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1108'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF
 AX1108'THE SOUTH HEADWALL OF A 2.5 FOOT CONCRETE PIPE CULVERT UNDER THE
 AX1108'HIGHWAY.  IT IS 31.8 FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE
 AX1108'CENTERLINE OF THE HIGHWAY.
 AX1108
 AX1108                          STATION RECOVERY (1987)
 AX1108
 AX1108'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1108'RECOVERED IN GOOD CONDITION.
 AX1108
 AX1108                          STATION RECOVERY (1987)
 AX1108
 AX1108'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1108'RECOVERED IN GOOD CONDITION.
 AX1108
 AX1108                          STATION RECOVERY (1997)
 AX1108
 AX1108'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1108'RECOVERED IN GOOD CONDITION.
 AX1108
 AX1108                          STATION RECOVERY (2002)
 AX1108
 AX1108'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1108'RECOVERED IN GOOD CONDITION.
 AX1108
 AX1108                          STATION RECOVERY (2004)
 AX1108
 AX1108'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1108'RECOVERED IN GOOD CONDITION.
 AX1108
 AX1108                          STATION RECOVERY (2005)
 AX1108
 AX1108'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1484 ***********************************************************************
 AX1484  DESIGNATION -  T 819
 AX1484  PID         -  AX1484
 AX1484  STATE/COUNTY-  TX/FAYETTE
 AX1484  USGS QUAD   -  FLATONIA (1981)
 AX1484
 AX1484                         *CURRENT SURVEY CONTROL
 AX1484  ___________________________________________________________________
 AX1484* NAD 83(1986)-  29 40 56.     (N)    097 01 44.     (W)     SCALED    
 AX1484* NAVD 88     -       117.98   (+/-2cm)     387.1    (feet)  VERTCON   
 AX1484  ___________________________________________________________________
 AX1484  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX1484
 AX1484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1484
 AX1484.The horizontal coordinates were scaled from a topographic map and have
 AX1484.an estimated accuracy of +/- 6 seconds.
 AX1484
 AX1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1484.The vertical order pertains to the NGVD 29 superseded value.
 AX1484
 AX1484.The geoid height was determined by GEOID03.
 AX1484
 AX1484;                    North         East    Units  Estimated Accuracy
 AX1484;SPC TXSC     - 4,206,510.      790,760.      MT  (+/- 180 meters Scaled)
 AX1484
 AX1484                          SUPERSEDED SURVEY CONTROL
 AX1484
 AX1484  NGVD 29 (??/??/92)  117.938  (m)          386.93   (f) ADJ UNCH    2 0
 AX1484
 AX1484.Superseded values are not recommended for survey control.
 AX1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1484.See file dsdata.txt to determine how the superseded data were derived.
 AX1484
 AX1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT907851(NAD 83)
 AX1484_MARKER: DB = BENCH MARK DISK
 AX1484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1484_SP_SET: CULVERT
 AX1484_STAMPING: T 819 1943
 AX1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1484+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1484
 AX1484  HISTORY     - Date     Condition        Report By
 AX1484  HISTORY     - 1943     MONUMENTED       CGS
 AX1484  HISTORY     - 1970     GOOD             TXHD
 AX1484  HISTORY     - 1987     GOOD             USPSQD
 AX1484  HISTORY     - 1988     GOOD             USPSQD
 AX1484  HISTORY     - 19910608 GOOD             USPSQD
 AX1484  HISTORY     - 19970607 GOOD             USPSQD
 AX1484  HISTORY     - 20050318 GOOD             USPSQD
 AX1484
 AX1484                          STATION DESCRIPTION
 AX1484
 AX1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1484'7.95 MI W FROM SCHULENBURG.
 AX1484'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX1484'NO.77 AT SCHULENBURG, PROCEED 7.95 MILES WESTERLY ALONG U.S. HIGHWAY
 AX1484'NO.90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1484'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 AX1484'10X10 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 21.4 FEET
 AX1484'NORTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 AX1484'NOTE-- THIS BENCH MARK IS ALSO 4.9 MILES EAST OF THE METHODIST CHURCH
 AX1484'AT FLATONIA.
 AX1484
 AX1484                          STATION RECOVERY (1970)
 AX1484
 AX1484'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1484'RECOVERED IN GOOD CONDITION.
 AX1484
 AX1484                          STATION RECOVERY (1987)
 AX1484
 AX1484'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1484'RECOVERED IN GOOD CONDITION.
 AX1484
 AX1484                          STATION RECOVERY (1988)
 AX1484
 AX1484'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1484'RECOVERED IN GOOD CONDITION.
 AX1484
 AX1484                          STATION RECOVERY (1991)
 AX1484
 AX1484'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX1484'RECOVERED IN GOOD CONDITION.
 AX1484
 AX1484                          STATION RECOVERY (1997)
 AX1484
 AX1484'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1484'RECOVERED IN GOOD CONDITION.
 AX1484
 AX1484                          STATION RECOVERY (2005)
 AX1484
 AX1484'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0939 ***********************************************************************
 AY0939  DESIGNATION -  T 82
 AY0939  PID         -  AY0939
 AY0939  STATE/COUNTY-  TX/BEXAR
 AY0939  USGS QUAD   -  CAMP BULLIS (1992)
 AY0939
 AY0939                         *CURRENT SURVEY CONTROL
 AY0939  ___________________________________________________________________
 AY0939* NAD 83(1986)-  29 38 57.     (N)    098 37 20.     (W)     SCALED    
 AY0939* NAVD 88     -       335.677  (meters)    1101.30   (feet)  ADJUSTED  
 AY0939  ___________________________________________________________________
 AY0939  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AY0939  DYNAMIC HT  -         335.186 (meters)    1099.69  (feet)  COMP
 AY0939  MODELED GRAV-     979,171.5   (mgal)                       NAVD 88
 AY0939
 AY0939  VERT ORDER  -  FIRST     CLASS II
 AY0939
 AY0939.The horizontal coordinates were scaled from a topographic map and have
 AY0939.an estimated accuracy of +/- 6 seconds.
 AY0939
 AY0939.The orthometric height was determined by differential leveling
 AY0939.and adjusted by the National Geodetic Survey in June 1991..
 AY0939
 AY0939.The geoid height was determined by GEOID03.
 AY0939
 AY0939.The dynamic height is computed by dividing the NAVD 88
 AY0939.geopotential number by the normal gravity value computed on the
 AY0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0939.degrees latitude (g = 980.6199 gals.).
 AY0939
 AY0939.The modeled gravity was interpolated from observed gravity values.
 AY0939
 AY0939;                    North         East    Units  Estimated Accuracy
 AY0939;SPC TXSC     - 4,201,300.      636,570.      MT  (+/- 180 meters Scaled)
 AY0939
 AY0939                          SUPERSEDED SURVEY CONTROL
 AY0939
 AY0939.No superseded survey control is available for this station.
 AY0939
 AY0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT365799(NAD 83)
 AY0939_MARKER: DB = BENCH MARK DISK
 AY0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0939_STAMPING: T 82 1931
 AY0939_MARK LOGO: CGS   
 AY0939_PROJECTION: PROJECTING 10 CENTIMETERS
 AY0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0939+STABILITY: SURFACE MOTION
 AY0939
 AY0939  HISTORY     - Date     Condition        Report By
 AY0939  HISTORY     - 1931     MONUMENTED       CGS
 AY0939  HISTORY     - 1953     GOOD             NGS
 AY0939  HISTORY     - 1982     GOOD             NGS
 AY0939  HISTORY     - 19860902 MARK NOT FOUND   USGS
 AY0939  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0939
 AY0939                          STATION DESCRIPTION
 AY0939
 AY0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0939'12.3 MI SE FROM BOERNE.
 AY0939'12.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0939'STATION AT BOERNE, 0.9 MILE SOUTHEAST OF LEON SPRINGS, 2 POLES
 AY0939'NORTHWEST OF MILEPOST 257, 3 1/2 RAILS SOUTHEAST OF BRIDGE 257.09,
 AY0939'45.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 20 FEET WEST OF A TELEPHONE
 AY0939'POLE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY0939'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  63 FEET NORTHEAST OF
 AY0939'THE CENTER LINE OF U.S. HIGHWAY 87.
 AY0939
 AY0939                          STATION RECOVERY (1982)
 AY0939
 AY0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0939'2.6 KM (1.65 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY0939'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 13.5 KM (8.4 MI)
 AY0939'SOUTHEAST ALONG THE EAST FRONTAGE ROAD, AT A POWERLINE POLE NUMBER N
 AY0939'1716 BETWEEN THE FRONTAGE ROAD AND THE RAILROAD TRACKS, 10.3 METERS
 AY0939'(34.0 FT) EAST NORTHEAST OF THE CENTERLINE OF FRONTAGE ROAD,
 AY0939'10.6 METERS (35.0 FT) SOUTHEAST OF POWERLINE POLE NUMBER N 1716,
 AY0939'2.1 METERS (7.0 FT) NORTH OF A TELEPHONE POLE WITH UNDERGROUND CABLE
 AY0939'WARNING SIGNS, AND 13.8 METERS (45.5 FT) WEST SOUTHWEST OF THE WEST
 AY0939'SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACKS.
 AY0939'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 AY0939'THE MARK IS 0.6 M ABOVE FRONTAGE ROAD.
 AY0939
 AY0939                          STATION RECOVERY (1986)
 AY0939
 AY0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0939'MARK NOT FOUND.
 AY0939
 AY0939                          STATION RECOVERY (1990)
 AY0939
 AY0939'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1532 ***********************************************************************
 AN1532  DESIGNATION -  T 820
 AN1532  PID         -  AN1532
 AN1532  STATE/COUNTY-  TX/BEE
 AN1532  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1532
 AN1532                         *CURRENT SURVEY CONTROL
 AN1532  ___________________________________________________________________
 AN1532* NAD 83(1986)-  28 22 55.     (N)    097 39 36.     (W)     SCALED    
 AN1532* NAVD 88     -        59.92   (+/-2cm)     196.6    (feet)  VERTCON   
 AN1532  ___________________________________________________________________
 AN1532  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1532
 AN1532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1532
 AN1532.The horizontal coordinates were scaled from a topographic map and have
 AN1532.an estimated accuracy of +/- 6 seconds.
 AN1532
 AN1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1532.The vertical order pertains to the NGVD 29 superseded value.
 AN1532
 AN1532.The geoid height was determined by GEOID03.
 AN1532
 AN1532;                    North         East    Units  Estimated Accuracy
 AN1532;SPC TXSC     - 4,061,560.      731,330.      MT  (+/- 180 meters Scaled)
 AN1532
 AN1532                          SUPERSEDED SURVEY CONTROL
 AN1532
 AN1532  NGVD 29 (??/??/92)   59.933  (m)          196.63   (f) ADJ UNCH    2 0
 AN1532
 AN1532.Superseded values are not recommended for survey control.
 AN1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1532.See file dsdata.txt to determine how the superseded data were derived.
 AN1532
 AN1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS312402(NAD 83)
 AN1532_MARKER: DB = BENCH MARK DISK
 AN1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1532_STAMPING: T 820 1943
 AN1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1532+STABILITY: SURFACE MOTION
 AN1532
 AN1532  HISTORY     - Date     Condition        Report By
 AN1532  HISTORY     - 1943     MONUMENTED       CGS
 AN1532  HISTORY     - 1944     GOOD             NGS
 AN1532  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1532  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1532
 AN1532                          STATION DESCRIPTION
 AN1532
 AN1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 AN1532'5.9 MI E FROM BEEVILLE.
 AN1532'5.9 MILES EAST ALONG STATE HIGHWAY 202 FROM THE COUNTY COURTHOUSE AT
 AN1532'BEEVILLE, BEE COUNTY, 0.3 MILE NORTHEAST OF THE JUNCTION OF A ROAD
 AN1532'LEADING SOUTHEAST, 49 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AN1532'4 FEET SOUTHWEST OF A FENCE CORNER, 3 FEET NORTHEAST OF A WHITE WOODEN
 AN1532'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED T
 AN1532'820 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 AN1532'ABOVE GROUND.
 AN1532
 AN1532                          STATION RECOVERY (1975)
 AN1532
 AN1532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1532'MARK NOT FOUND.
 AN1532
 AN1532                          STATION RECOVERY (1996)
 AN1532
 AN1532'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2208 ***********************************************************************
 AX2208  DESIGNATION -  T 821
 AX2208  PID         -  AX2208
 AX2208  STATE/COUNTY-  TX/CALDWELL
 AX2208  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2208
 AX2208                         *CURRENT SURVEY CONTROL
 AX2208  ___________________________________________________________________
 AX2208* NAD 83(1986)-  29 50 35.     (N)    097 40 09.     (W)     SCALED    
 AX2208* NAVD 88     -       157.64   (+/-2cm)     517.2    (feet)  VERTCON   
 AX2208  ___________________________________________________________________
 AX2208  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2208
 AX2208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2208
 AX2208.The horizontal coordinates were scaled from a topographic map and have
 AX2208.an estimated accuracy of +/- 6 seconds.
 AX2208
 AX2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2208.The vertical order pertains to the NGVD 29 superseded value.
 AX2208
 AX2208.The geoid height was determined by GEOID03.
 AX2208
 AX2208;                    North         East    Units  Estimated Accuracy
 AX2208;SPC TXSC     - 4,223,470.      728,590.      MT  (+/- 180 meters Scaled)
 AX2208
 AX2208                          SUPERSEDED SURVEY CONTROL
 AX2208
 AX2208  NGVD 29 (??/??/92)  157.56   (m)          516.9    (f) COMPUTED    2 0
 AX2208
 AX2208.Superseded values are not recommended for survey control.
 AX2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2208.See file dsdata.txt to determine how the superseded data were derived.
 AX2208
 AX2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU285021(NAD 83)
 AX2208_MARKER: DB = BENCH MARK DISK
 AX2208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2208_SP_SET: BRIDGE
 AX2208_STAMPING: T 821 1943
 AX2208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2208
 AX2208  HISTORY     - Date     Condition        Report By
 AX2208  HISTORY     - 1943     MONUMENTED       CGS
 AX2208  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2208  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2208  HISTORY     - 20050222 MARK NOT FOUND   USPSQD
 AX2208
 AX2208                          STATION DESCRIPTION
 AX2208
 AX2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2208'2.8 MI S FROM LOCKHART.
 AX2208'TO REACH FROM THE COURT HOUSE AT LOCKHART, PROCEED SOUTHERLY ON STATE
 AX2208'HIGHWAY NUMBER 29 AND GO 2.8 MILES TO THE ENTRANCE TO THE STOCK FARM,
 AX2208'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE
 AX2208'NORTHWEST WING-WALL OF A SMALL CONCRETE BRIDGE OVER A DRAIN DITCH AT
 AX2208'THE ENTRANCE TO THE STOCK FARM, IT IS 38 FEET WEST OF THE CENTER-LINE
 AX2208'OF THE HIGHWAY, 10 FEET NORTH OF THE CENTER-LINE OF THE BRIDGE, 0.5
 AX2208'FOOT NORTH OF THE NORTH GUARD RAIL.
 AX2208
 AX2208                          STATION RECOVERY (1999)
 AX2208
 AX2208'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2208'MARK NOT FOUND.
 AX2208
 AX2208                          STATION RECOVERY (2003)
 AX2208
 AX2208'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2208'MARK NOT FOUND.
 AX2208
 AX2208                          STATION RECOVERY (2005)
 AX2208
 AX2208'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2209 ***********************************************************************
 AX2209  DESIGNATION -  T 821 RESET 1947
 AX2209  PID         -  AX2209
 AX2209  STATE/COUNTY-  TX/CALDWELL
 AX2209  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2209
 AX2209                         *CURRENT SURVEY CONTROL
 AX2209  ___________________________________________________________________
 AX2209* NAD 83(1986)-  29 50 35.     (N)    097 40 08.     (W)     SCALED    
 AX2209* NAVD 88     -       157.72   (+/-2cm)     517.5    (feet)  VERTCON   
 AX2209  ___________________________________________________________________
 AX2209  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2209
 AX2209  VERT ORDER  -  THIRD (See Below)
 AX2209
 AX2209.The horizontal coordinates were scaled from a topographic map and have
 AX2209.an estimated accuracy of +/- 6 seconds.
 AX2209
 AX2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2209.The vertical order pertains to the NGVD 29 superseded value.
 AX2209
 AX2209.The geoid height was determined by GEOID03.
 AX2209
 AX2209;                    North         East    Units  Estimated Accuracy
 AX2209;SPC TXSC     - 4,223,470.      728,620.      MT  (+/- 180 meters Scaled)
 AX2209
 AX2209                          SUPERSEDED SURVEY CONTROL
 AX2209
 AX2209  NGVD 29 (??/??/??)  157.64   (m)          517.2    (f) RESET       3  
 AX2209
 AX2209.Superseded values are not recommended for survey control.
 AX2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2209.See file dsdata.txt to determine how the superseded data were derived.
 AX2209
 AX2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU285021(NAD 83)
 AX2209_MARKER: DB = BENCH MARK DISK
 AX2209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2209_SP_SET: CULVERT
 AX2209_STAMPING: T 821 RESET 1947
 AX2209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2209+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2209
 AX2209  HISTORY     - Date     Condition        Report By
 AX2209  HISTORY     - 1947     MONUMENTED       TXHD
 AX2209  HISTORY     - 1959     GOOD             DOD
 AX2209  HISTORY     - 1988     GOOD             USPSQD
 AX2209  HISTORY     - 19930808 GOOD             USPSQD
 AX2209  HISTORY     - 19990925 GOOD             USPSQD
 AX2209  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2209  HISTORY     - 20050222 GOOD             USPSQD
 AX2209
 AX2209                          STATION DESCRIPTION
 AX2209
 AX2209'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2209'2.8 MI S FROM LOCKHART.
 AX2209'THE MARK IS 49 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 AX2209'NORTH-NORTHEAST- AND SOUTH-SOUTHWEST HIGHWAY, 155 FEET NORTH-NORTHEAST
 AX2209'OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE WEST-NORTHWEST, 12 FEET
 AX2209'EAST-SOUTHEAST OF THE EAST EDGE OF THE SOUTH CONCRETE GATE-BLOCK, AND
 AX2209'10 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE FARM ROAD TO THE
 AX2209'WEST-NORTHWEST.  2.8 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE
 AX2209'COURTHOUSE AT LOCKHART, CALDWELL COUNTY, AT SURVEY STATION 153+91, AT
 AX2209'THE ENTRANCE TO A STOCK FARM, AT A CULVERT FOR A ROAD DITCH, AND IN
 AX2209'THE TOP OF A HEADWALL.
 AX2209
 AX2209                          STATION RECOVERY (1988)
 AX2209
 AX2209'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2209'RECOVERED IN GOOD CONDITION.
 AX2209
 AX2209                          STATION RECOVERY (1993)
 AX2209
 AX2209'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2209'RECOVERED IN GOOD CONDITION.
 AX2209
 AX2209                          STATION RECOVERY (1999)
 AX2209
 AX2209'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2209'RECOVERED IN GOOD CONDITION.
 AX2209
 AX2209                          STATION RECOVERY (2003)
 AX2209
 AX2209'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2209'MARK NOT FOUND.
 AX2209
 AX2209                          STATION RECOVERY (2005)
 AX2209
 AX2209'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1397 ***********************************************************************
 AX1397  DESIGNATION -  T 822
 AX1397  PID         -  AX1397
 AX1397  STATE/COUNTY-  TX/GONZALES
 AX1397  USGS QUAD   -  WAELDER (1981)
 AX1397
 AX1397                         *CURRENT SURVEY CONTROL
 AX1397  ___________________________________________________________________
 AX1397* NAD 83(1986)-  29 43 41.     (N)    097 16 39.     (W)     SCALED    
 AX1397* NAVD 88     -       105.85   (+/-2cm)     347.3    (feet)  VERTCON   
 AX1397  ___________________________________________________________________
 AX1397  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AX1397
 AX1397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1397
 AX1397.The horizontal coordinates were scaled from a topographic map and have
 AX1397.an estimated accuracy of +/- 6 seconds.
 AX1397
 AX1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1397.The vertical order pertains to the NGVD 29 superseded value.
 AX1397
 AX1397.The geoid height was determined by GEOID03.
 AX1397
 AX1397;                    North         East    Units  Estimated Accuracy
 AX1397;SPC TXSC     - 4,211,210.      766,620.      MT  (+/- 180 meters Scaled)
 AX1397
 AX1397                          SUPERSEDED SURVEY CONTROL
 AX1397
 AX1397  NGVD 29 (??/??/92)  105.80   (m)          347.1    (f) COMPUTED    2 0
 AX1397
 AX1397.Superseded values are not recommended for survey control.
 AX1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1397.See file dsdata.txt to determine how the superseded data were derived.
 AX1397
 AX1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT665898(NAD 83)
 AX1397_MARKER: DB = BENCH MARK DISK
 AX1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1397_STAMPING: T 822 1943
 AX1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1397+STABILITY: SURFACE MOTION
 AX1397
 AX1397  HISTORY     - Date     Condition        Report By
 AX1397  HISTORY     - 1943     MONUMENTED       CGS
 AX1397  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1397  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1397
 AX1397                          STATION DESCRIPTION
 AX1397
 AX1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1397'2.9 MI N FROM WAELDER.
 AX1397'2.9 MILES NORTH ALONG A GRADED ROAD LEADING TO CISTERN FROM THE CITY
 AX1397'WATER TANK AT WAELDER, GONZALES COUNTY, AT A BRIDGE OVER A SMALL
 AX1397'CREEK, ABOUT 240 FEET NORTH OF THE NORTH END OF THE BRIDGE, 30 FEET
 AX1397'EAST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF THE RIGHT-OF-WAY
 AX1397'FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AX1397'ROAD.  A STANDARD DISK, STAMPED T 822 1943 AND SET IN THE TOP OF A
 AX1397'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1397
 AX1397                          STATION RECOVERY (1964)
 AX1397
 AX1397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1397'MARK NOT FOUND.
 AX1397
 AX1397                          STATION RECOVERY (2003)
 AX1397
 AX1397'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1443 ***********************************************************************
 AX1443  DESIGNATION -  T 823
 AX1443  PID         -  AX1443
 AX1443  STATE/COUNTY-  TX/FAYETTE
 AX1443  USGS QUAD   -  TOGO (1981)
 AX1443
 AX1443                         *CURRENT SURVEY CONTROL
 AX1443  ___________________________________________________________________
 AX1443* NAD 83(1986)-  29 53 45.     (N)    097 11 38.     (W)     SCALED    
 AX1443* NAVD 88     -       125.66   (+/-2cm)     412.3    (feet)  VERTCON   
 AX1443  ___________________________________________________________________
 AX1443  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AX1443
 AX1443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1443
 AX1443.The horizontal coordinates were scaled from a topographic map and have
 AX1443.an estimated accuracy of +/- 6 seconds.
 AX1443
 AX1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1443.The vertical order pertains to the NGVD 29 superseded value.
 AX1443
 AX1443.The geoid height was determined by GEOID03.
 AX1443
 AX1443;                    North         East    Units  Estimated Accuracy
 AX1443;SPC TXSC     - 4,229,930.      774,420.      MT  (+/- 180 meters Scaled)
 AX1443
 AX1443                          SUPERSEDED SURVEY CONTROL
 AX1443
 AX1443  NGVD 29 (??/??/92)  125.613  (m)          412.12   (f) ADJ UNCH    2 0
 AX1443
 AX1443.Superseded values are not recommended for survey control.
 AX1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1443.See file dsdata.txt to determine how the superseded data were derived.
 AX1443
 AX1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU743086(NAD 83)
 AX1443_MARKER: DB = BENCH MARK DISK
 AX1443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1443_SP_SET: CULVERT
 AX1443_STAMPING: T 823 1943
 AX1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1443
 AX1443  HISTORY     - Date     Condition        Report By
 AX1443  HISTORY     - 1943     MONUMENTED       CGS
 AX1443  HISTORY     - 1960     GOOD             NGS
 AX1443  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1443
 AX1443                          STATION DESCRIPTION
 AX1443
 AX1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1443'6.0 MI N FROM CISTERN.
 AX1443'6.0 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION AT
 AX1443'CISTERN, FAYETTE COUNTY, AT THE FAYETTE-BASTROP COUNTY LINE, AT A ROAD
 AX1443'INTERSECTION, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET
 AX1443'NORTH OF THE CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT UNDER THE
 AX1443'EAST-AND-WEST ROAD, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL,
 AX1443'AND LEVEL WITH THE HIGHWAY.
 AX1443
 AX1443                          STATION RECOVERY (1991)
 AX1443
 AX1443'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1444 ***********************************************************************
 AX1444  DESIGNATION -  T 823 RESET 1960
 AX1444  PID         -  AX1444
 AX1444  STATE/COUNTY-  TX/FAYETTE
 AX1444  USGS QUAD   -  TOGO (1981)
 AX1444
 AX1444                         *CURRENT SURVEY CONTROL
 AX1444  ___________________________________________________________________
 AX1444* NAD 83(1986)-  29 53 45.     (N)    097 11 37.     (W)     SCALED    
 AX1444* NAVD 88     -       125.90   (+/-2cm)     413.1    (feet)  VERTCON   
 AX1444  ___________________________________________________________________
 AX1444  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AX1444
 AX1444  VERT ORDER  -  THIRD (See Below)
 AX1444
 AX1444.The horizontal coordinates were scaled from a topographic map and have
 AX1444.an estimated accuracy of +/- 6 seconds.
 AX1444
 AX1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1444.The vertical order pertains to the NGVD 29 superseded value.
 AX1444
 AX1444.The geoid height was determined by GEOID03.
 AX1444
 AX1444;                    North         East    Units  Estimated Accuracy
 AX1444;SPC TXSC     - 4,229,930.      774,450.      MT  (+/- 180 meters Scaled)
 AX1444
 AX1444                          SUPERSEDED SURVEY CONTROL
 AX1444
 AX1444  NGVD 29 (??/??/??)  125.85   (m)          412.9    (f) RESET       3  
 AX1444
 AX1444.Superseded values are not recommended for survey control.
 AX1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1444.See file dsdata.txt to determine how the superseded data were derived.
 AX1444
 AX1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU744086(NAD 83)
 AX1444_MARKER: DB = BENCH MARK DISK
 AX1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1444_STAMPING: T 823 RESET 1960
 AX1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1444+STABILITY: SURFACE MOTION
 AX1444
 AX1444  HISTORY     - Date     Condition        Report By
 AX1444  HISTORY     - 1960     MONUMENTED       CGS
 AX1444  HISTORY     - 19910608 GOOD             USPSQD
 AX1444
 AX1444                          STATION DESCRIPTION
 AX1444
 AX1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AX1444'6.0 MI N FROM CISTERN.
 AX1444'ABOUT 6.0 MILES NORTH OF THE MAIN ROAD INTERSECTION IN CISTERN, ALONG
 AX1444'STATE HIGHWAY NO.95, AT THE FAYETTE-BASTROP COUNTY LINE AND A T ROAD
 AX1444'JUNCTION TO THE EAST.  IT IS 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY
 AX1444'FENCE OF THE ROAD EAST, 45 YARDS EAST OF THE CENTERLINE OF HIGHWAY
 AX1444'NO.95 AND DUE EAST OF A COUNTY LINE POST.  IT IS 10 YARDS NORTH OF THE
 AX1444'CENTERLINE OF THE ROAD EAST, IN THE EDGE OF THE TIMBER.  A STANDARD
 AX1444'DISK STAMPED T 823 RESET 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT
 AX1444'3 INCHES.
 AX1444
 AX1444                          STATION RECOVERY (1991)
 AX1444
 AX1444'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1454 ***********************************************************************
 AX1454  DESIGNATION -  T 824
 AX1454  PID         -  AX1454
 AX1454  STATE/COUNTY-  TX/FAYETTE
 AX1454  USGS QUAD   -  MULDOON (1981)
 AX1454
 AX1454                         *CURRENT SURVEY CONTROL
 AX1454  ___________________________________________________________________
 AX1454* NAD 83(1986)-  29 49 40.     (N)    097 06 13.     (W)     SCALED    
 AX1454* NAVD 88     -       114.13   (+/-2cm)     374.4    (feet)  VERTCON   
 AX1454  ___________________________________________________________________
 AX1454  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AX1454
 AX1454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1454
 AX1454.The horizontal coordinates were scaled from a topographic map and have
 AX1454.an estimated accuracy of +/- 6 seconds.
 AX1454
 AX1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1454.The vertical order pertains to the NGVD 29 superseded value.
 AX1454
 AX1454.The geoid height was determined by GEOID03.
 AX1454
 AX1454;                    North         East    Units  Estimated Accuracy
 AX1454;SPC TXSC     - 4,222,530.      783,260.      MT  (+/- 180 meters Scaled)
 AX1454
 AX1454                          SUPERSEDED SURVEY CONTROL
 AX1454
 AX1454  NGVD 29 (??/??/92)  114.09   (m)          374.3    (f) COMPUTED    2 0
 AX1454
 AX1454.Superseded values are not recommended for survey control.
 AX1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1454.See file dsdata.txt to determine how the superseded data were derived.
 AX1454
 AX1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU832012(NAD 83)
 AX1454_MARKER: DB = BENCH MARK DISK
 AX1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1454_STAMPING: T 824 1943
 AX1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1454+STABILITY: SURFACE MOTION
 AX1454
 AX1454  HISTORY     - Date     Condition        Report By
 AX1454  HISTORY     - 1943     MONUMENTED       CGS
 AX1454  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1454
 AX1454                          STATION DESCRIPTION
 AX1454
 AX1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1454'2.5 MI NW FROM MULDOON.
 AX1454'TO REACH FROM THE GRADE SCHOOL AT MULDOON, PROCEED NORTHEASTERLY ON
 AX1454'GRADED ROAD AND GO 2.5 MILES TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1454'ABOUT 0.1 MILE EAST OF A CURVE AND THE EAST SIDE OF A OAK THICKET, 27
 AX1454'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER-LINE OF THE
 AX1454'ROAD, 3.0 FEET EAST OF A 4X4 INCH WOODEN MARKER POST AND 1.0 FOOT
 AX1454'SOUTH OF THE RIGHT-OF-WAY FENCE.
 AX1454
 AX1454                          STATION RECOVERY (1997)
 AX1454
 AX1454'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1455 ***********************************************************************
 AX1455  DESIGNATION -  T 824 RESET 1955
 AX1455  PID         -  AX1455
 AX1455  STATE/COUNTY-  TX/FAYETTE
 AX1455  USGS QUAD   -  MULDOON (1981)
 AX1455
 AX1455                         *CURRENT SURVEY CONTROL
 AX1455  ___________________________________________________________________
 AX1455* NAD 83(1986)-  29 49 41.     (N)    097 06 14.     (W)     SCALED    
 AX1455* NAVD 88     -       114.08   (+/-2cm)     374.3    (feet)  VERTCON   
 AX1455  ___________________________________________________________________
 AX1455  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AX1455
 AX1455  VERT ORDER  -  THIRD (See Below)
 AX1455
 AX1455.The horizontal coordinates were scaled from a topographic map and have
 AX1455.an estimated accuracy of +/- 6 seconds.
 AX1455
 AX1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1455.The vertical order pertains to the NGVD 29 superseded value.
 AX1455
 AX1455.The geoid height was determined by GEOID03.
 AX1455
 AX1455;                    North         East    Units  Estimated Accuracy
 AX1455;SPC TXSC     - 4,222,560.      783,240.      MT  (+/- 180 meters Scaled)
 AX1455
 AX1455                          SUPERSEDED SURVEY CONTROL
 AX1455
 AX1455  NGVD 29 (??/??/??)  114.03   (m)          374.1    (f) RESET       3  
 AX1455
 AX1455.Superseded values are not recommended for survey control.
 AX1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1455.See file dsdata.txt to determine how the superseded data were derived.
 AX1455
 AX1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU832012(NAD 83)
 AX1455_MARKER: DB = BENCH MARK DISK
 AX1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1455_STAMPING: T 824 RESET 1955
 AX1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1455+STABILITY: SURFACE MOTION
 AX1455
 AX1455  HISTORY     - Date     Condition        Report By
 AX1455  HISTORY     - 1955     MONUMENTED       CGS
 AX1455  HISTORY     - 19910608 GOOD             USPSQD
 AX1455  HISTORY     - 19970607 GOOD             USPSQD
 AX1455
 AX1455                          STATION DESCRIPTION
 AX1455
 AX1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AX1455'2.2 MI NW FROM MULDOON.
 AX1455'2.2 MILES NORTHWEST ALONG FARM-TO-MARKET HIGHWAY 2237 FROM THE
 AX1455'INTERSECTION OF FARM-TO-MARKET HIGHWAY 154 AT MULDOON, FAYETTE COUNTY,
 AX1455'49-1/2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION
 AX1455'404+60, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AX1455'DISK, STAMPED T 824 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 AX1455'PROJECTING 0.5 FOOT ABOVE GROUND.
 AX1455
 AX1455                          STATION RECOVERY (1991)
 AX1455
 AX1455'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX1455'RECOVERED IN GOOD CONDITION.
 AX1455
 AX1455                          STATION RECOVERY (1997)
 AX1455
 AX1455'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1363 ***********************************************************************
 AX1363  DESIGNATION -  T 825
 AX1363  PID         -  AX1363
 AX1363  STATE/COUNTY-  TX/FAYETTE
 AX1363  USGS QUAD   -  FLATONIA NW (1981)
 AX1363
 AX1363                         *CURRENT SURVEY CONTROL
 AX1363  ___________________________________________________________________
 AX1363* NAD 83(1986)-  29 41 04.     (N)    097 08 59.     (W)     SCALED    
 AX1363* NAVD 88     -       114.85   (+/-2cm)     376.8    (feet)  VERTCON   
 AX1363  ___________________________________________________________________
 AX1363  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AX1363
 AX1363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1363
 AX1363.The horizontal coordinates were scaled from a topographic map and have
 AX1363.an estimated accuracy of +/- 6 seconds.
 AX1363
 AX1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1363.The vertical order pertains to the NGVD 29 superseded value.
 AX1363
 AX1363.The geoid height was determined by GEOID03.
 AX1363
 AX1363;                    North         East    Units  Estimated Accuracy
 AX1363;SPC TXSC     - 4,206,570.      779,060.      MT  (+/- 180 meters Scaled)
 AX1363
 AX1363                          SUPERSEDED SURVEY CONTROL
 AX1363
 AX1363  NGVD 29 (??/??/92)  114.814  (m)          376.69   (f) ADJ UNCH    2 0
 AX1363
 AX1363.Superseded values are not recommended for survey control.
 AX1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1363.See file dsdata.txt to determine how the superseded data were derived.
 AX1363
 AX1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT790852(NAD 83)
 AX1363_MARKER: DB = BENCH MARK DISK
 AX1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1363_SP_SET: CULVERT
 AX1363_STAMPING: T 825 1943
 AX1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1363+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1363
 AX1363  HISTORY     - Date     Condition        Report By
 AX1363  HISTORY     - 1943     MONUMENTED       CGS
 AX1363  HISTORY     - 1988     GOOD             USPSQD
 AX1363  HISTORY     - 19970607 GOOD             USPSQD
 AX1363  HISTORY     - 20050318 GOOD             USPSQD
 AX1363
 AX1363                          STATION DESCRIPTION
 AX1363
 AX1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1363'2 MI W FROM FLATONIA.
 AX1363'2.0 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC CO.
 AX1363'RAILROAD STATION AT FLATONIA, FAYETTE COUNTY, AT A LARGE CONCRETE
 AX1363'CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 24 FEET WEST OF THE EAST
 AX1363'END OF THE HEADWALL, DIRECTLY OVER THE EAST WALL OF THE CULVERT, 24
 AX1363'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER
 AX1363'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED T 825 1943.
 AX1363
 AX1363                          STATION RECOVERY (1988)
 AX1363
 AX1363'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1363'RECOVERED IN GOOD CONDITION.
 AX1363
 AX1363                          STATION RECOVERY (1997)
 AX1363
 AX1363'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1363'RECOVERED IN GOOD CONDITION.
 AX1363
 AX1363                          STATION RECOVERY (2005)
 AX1363
 AX1363'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1521 ***********************************************************************
 AX1521  DESIGNATION -  T 826
 AX1521  PID         -  AX1521
 AX1521  STATE/COUNTY-  TX/GONZALES
 AX1521  USGS QUAD   -  DILWORTH (1981)
 AX1521
 AX1521                         *CURRENT SURVEY CONTROL
 AX1521  ___________________________________________________________________
 AX1521* NAD 83(1986)-  29 33 05.     (N)    097 18 07.     (W)     SCALED    
 AX1521* NAVD 88     -        80.26   (+/-2cm)     263.3    (feet)  VERTCON   
 AX1521  ___________________________________________________________________
 AX1521  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AX1521
 AX1521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1521
 AX1521.The horizontal coordinates were scaled from a topographic map and have
 AX1521.an estimated accuracy of +/- 6 seconds.
 AX1521
 AX1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1521.The vertical order pertains to the NGVD 29 superseded value.
 AX1521
 AX1521.The geoid height was determined by GEOID03.
 AX1521
 AX1521;                    North         East    Units  Estimated Accuracy
 AX1521;SPC TXSC     - 4,191,600.      764,540.      MT  (+/- 180 meters Scaled)
 AX1521
 AX1521                          SUPERSEDED SURVEY CONTROL
 AX1521
 AX1521  NGVD 29 (??/??/92)   80.235  (m)          263.24   (f) ADJ UNCH    2 0
 AX1521
 AX1521.Superseded values are not recommended for survey control.
 AX1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1521.See file dsdata.txt to determine how the superseded data were derived.
 AX1521
 AX1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT645702(NAD 83)
 AX1521_MARKER: DB = BENCH MARK DISK
 AX1521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1521_SP_SET: BRIDGE ABUTMENT
 AX1521_STAMPING: T 826 1943
 AX1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1521
 AX1521  HISTORY     - Date     Condition        Report By
 AX1521  HISTORY     - 1943     MONUMENTED       CGS
 AX1521
 AX1521                          STATION DESCRIPTION
 AX1521
 AX1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1521'10.8 MI W FROM MOULTON.
 AX1521'IN GONZALES COUNTY, 10.8 MILES WEST OF MOULTON, LAVACA COUNTY.  THIS
 AX1521'BENCH MARK MAY BE REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD
 AX1521'STATION BY GOING 0.3 MILE WEST ALONG MOORE AVENUE, TURN LEFT AND GO
 AX1521'0.8 MILE SOUTH ALONG A GRADED ROAD, AND TURN RIGHT AND GO 9.7 MILES
 AX1521'WEST ALONG THE GONZALES ROAD.  IT IS 4.5 MILES NORTHWEST OF THE PUBLIC
 AX1521'SCHOOL AT DILWORTH, 0.3 MILE EAST OF THE JUNCTION OF A ROAD LEADING
 AX1521'NORTH TO SATURN, AT A BRIDGE OVER A CREEK, IN THE TOP OF THE SOUTH
 AX1521'WING WALL OF THE EAST ABUTMENT, 11 FEET SOUTH OF THE CENTERLINE OF THE
 AX1521'ROAD, 2 FEET FROM THE END OF THE ABUTMENT, AND ABOUT 2 FEET LOWER THAN
 AX1521'THE GRADE.  A STANDARD DISK, STAMPED T 826 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0238 ***********************************************************************
 AY0238  DESIGNATION -  T 828
 AY0238  PID         -  AY0238
 AY0238  STATE/COUNTY-  TX/WILSON
 AY0238  USGS QUAD   -  DEWEES (1961)
 AY0238
 AY0238                         *CURRENT SURVEY CONTROL
 AY0238  ___________________________________________________________________
 AY0238* NAD 83(1986)-  29 06 42.     (N)    098 07 36.     (W)     SCALED    
 AY0238* NAVD 88     -       131.088  (meters)     430.08   (feet)  ADJUSTED  
 AY0238  ___________________________________________________________________
 AY0238  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0238  DYNAMIC HT  -         130.902 (meters)     429.47  (feet)  COMP
 AY0238  MODELED GRAV-     979,222.0   (mgal)                       NAVD 88
 AY0238
 AY0238  VERT ORDER  -  FIRST     CLASS II
 AY0238
 AY0238.The horizontal coordinates were scaled from a topographic map and have
 AY0238.an estimated accuracy of +/- 6 seconds.
 AY0238
 AY0238.The orthometric height was determined by differential leveling
 AY0238.and adjusted by the National Geodetic Survey in June 1991..
 AY0238
 AY0238.The geoid height was determined by GEOID03.
 AY0238
 AY0238.The dynamic height is computed by dividing the NAVD 88
 AY0238.geopotential number by the normal gravity value computed on the
 AY0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0238.degrees latitude (g = 980.6199 gals.).
 AY0238
 AY0238.The modeled gravity was interpolated from observed gravity values.
 AY0238
 AY0238;                    North         East    Units  Estimated Accuracy
 AY0238;SPC TXSC     - 4,141,990.      684,990.      MT  (+/- 180 meters Scaled)
 AY0238
 AY0238                          SUPERSEDED SURVEY CONTROL
 AY0238
 AY0238.No superseded survey control is available for this station.
 AY0238
 AY0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT849206(NAD 83)
 AY0238_MARKER: DB = BENCH MARK DISK
 AY0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0238_SP_SET: CULVERT
 AY0238_STAMPING: T 828 1943
 AY0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0238
 AY0238  HISTORY     - Date     Condition        Report By
 AY0238  HISTORY     - 1943     MONUMENTED       CGS
 AY0238  HISTORY     - 1980     GOOD             NGS
 AY0238
 AY0238                          STATION DESCRIPTION
 AY0238
 AY0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0238'2.8 MI SE FROM FLORESVILLE.
 AY0238'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0238'STATION AT FLORESVILLE-- PROCEED 2.8 MILES SOUTHEASTERLY ALONG THE
 AY0238'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 450.0 FEET
 AY0238'NORTHWEST OF A DIRT ROAD CROSSING, AND ABOUT 45.0 FEET SOUTHEAST OF
 AY0238'THE FIFTEENTH POLE (ABOUT 0.5 MILE) SOUTHEAST OF MILEPOST 32.  IT IS
 AY0238'12.5 FEET NORTHEAST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF
 AY0238'TRACK, AND SET HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST
 AY0238'HEADWALL OF A CONCRETE RAILROAD CULVERT NO.32.50.
 AY0238
 AY0238                          STATION RECOVERY (1980)
 AY0238
 AY0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0238'3.4 KM (2.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY0238'COURTHOUSE IN FLORESVILLE, THENCE 0.7 KM (0.45 MI) SOUTHEAST ALONG
 AY0238'U.S. HIGHWAY 181, THENCE 0.3 KM (0.2 MI) SOUTHWEST ALONG A GRAVEL
 AY0238'ROAD, AT THE SOUTHERN PACIFIC RAILROAD CROSSING, APPROXIMATELY
 AY0238'110 METERS NORTHWEST OF THE CROSSING, IN TOP OF THE NORTHWEST END OF
 AY0238'THE NORTHEAST HEADWALL OF A CULVERT UNDER THE RAILROAD, 3.0 METERS
 AY0238'(10.0 FT) NORTHEAST OF THE EAST RAIL.
 AY0238'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0475 ***********************************************************************
 AY0475  DESIGNATION -  T 829
 AY0475  PID         -  AY0475
 AY0475  STATE/COUNTY-  TX/WILSON
 AY0475  USGS QUAD   -  POTH (1961)
 AY0475
 AY0475                         *CURRENT SURVEY CONTROL
 AY0475  ___________________________________________________________________
 AY0475* NAD 83(1986)-  29 02 20.     (N)    098 02 03.     (W)     SCALED    
 AY0475* NAVD 88     -       114.40   (+/-2cm)     375.3    (feet)  VERTCON   
 AY0475  ___________________________________________________________________
 AY0475  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AY0475
 AY0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0475
 AY0475.The horizontal coordinates were scaled from a topographic map and have
 AY0475.an estimated accuracy of +/- 6 seconds.
 AY0475
 AY0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0475.The vertical order pertains to the NGVD 29 superseded value.
 AY0475
 AY0475.The geoid height was determined by GEOID03.
 AY0475
 AY0475;                    North         East    Units  Estimated Accuracy
 AY0475;SPC TXSC     - 4,134,000.      694,060.      MT  (+/- 180 meters Scaled)
 AY0475
 AY0475                          SUPERSEDED SURVEY CONTROL
 AY0475
 AY0475  NGVD 29 (??/??/92)  114.338  (m)          375.12   (f) ADJ UNCH    2 0
 AY0475
 AY0475.Superseded values are not recommended for survey control.
 AY0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0475.See file dsdata.txt to determine how the superseded data were derived.
 AY0475
 AY0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT940126(NAD 83)
 AY0475_MARKER: DB = BENCH MARK DISK
 AY0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0475_STAMPING: T 829 1943
 AY0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0475+STABILITY: SURFACE MOTION
 AY0475
 AY0475  HISTORY     - Date     Condition        Report By
 AY0475  HISTORY     - 1943     MONUMENTED       CGS
 AY0475  HISTORY     - 1981     GOOD             NGS
 AY0475  HISTORY     - 19951028 POOR             USPSQD
 AY0475
 AY0475                          STATION DESCRIPTION
 AY0475
 AY0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0475'7.9 MI SW FROM KOSCIUSKO.
 AY0475'TO REACH FROM THE SCHOOL HOUSE AT KOSCIUSKO-- PROCEED 5.15 MILES
 AY0475'SOUTHWESTERLY ALONG A GRAVEL ROAD TO A T-ROAD INTERSECTION, THENCE
 AY0475'1.15 MILES SOUTHEASTERLY TO A SIDE ROAD INTERSECTION LEADING
 AY0475'SOUTHWEST, THENCE 1.6 MILES SOUTHWESTERLY TO SITE OF BENCH MARK. BENCH
 AY0475'MARK IS ABOUT 0.15 MILE NORTHEAST OF A RIGHT-ANGLE CURVE TO THE
 AY0475'SOUTHEAST, AND 24.5 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AY0475'THE CENTERLINE OF ROAD.  IT IS 5.7 FEET NORTHEAST OF A TELEPHONE POLE,
 AY0475'1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET SOUTHWEST
 AY0475'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.6 FOOT. NOTE--
 AY0475'BENCH MARK IS ALSO 7.0 MILES SOUTHEAST OF POTH.
 AY0475
 AY0475                          STATION RECOVERY (1981)
 AY0475
 AY0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0475'RECOVERED IN GOOD CONDITION.
 AY0475
 AY0475                          STATION RECOVERY (1995)
 AY0475
 AY0475'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0475'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0079 ***********************************************************************
 CA0079  DESIGNATION -  T 83
 CA0079  PID         -  CA0079
 CA0079  STATE/COUNTY-  TX/LAMPASAS
 CA0079  USGS QUAD   -  KEMPNER (1954)
 CA0079
 CA0079                         *CURRENT SURVEY CONTROL
 CA0079  ___________________________________________________________________
 CA0079* NAD 83(1986)-  31 04 20.     (N)    098 07 13.     (W)     SCALED    
 CA0079* NAVD 88     -       304.413  (meters)     998.73   (feet)  ADJUSTED  
 CA0079  ___________________________________________________________________
 CA0079  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CA0079  DYNAMIC HT  -         304.008 (meters)     997.40  (feet)  COMP
 CA0079  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 CA0079
 CA0079  VERT ORDER  -  FIRST     CLASS II
 CA0079
 CA0079.The horizontal coordinates were scaled from a topographic map and have
 CA0079.an estimated accuracy of +/- 6 seconds.
 CA0079
 CA0079.The orthometric height was determined by differential leveling
 CA0079.and adjusted by the National Geodetic Survey in June 1991..
 CA0079
 CA0079.The geoid height was determined by GEOID03.
 CA0079
 CA0079.The dynamic height is computed by dividing the NAVD 88
 CA0079.geopotential number by the normal gravity value computed on the
 CA0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0079.degrees latitude (g = 980.6199 gals.).
 CA0079
 CA0079.The modeled gravity was interpolated from observed gravity values.
 CA0079
 CA0079;                    North         East    Units  Estimated Accuracy
 CA0079;SPC TX C     - 3,157,910.      911,160.      MT  (+/- 180 meters Scaled)
 CA0079
 CA0079                          SUPERSEDED SURVEY CONTROL
 CA0079
 CA0079  NGVD 29 (??/??/92)  304.318  (m)          998.42   (f) ADJ UNCH    1 2
 CA0079
 CA0079.Superseded values are not recommended for survey control.
 CA0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0079.See file dsdata.txt to determine how the superseded data were derived.
 CA0079
 CA0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV839379(NAD 83)
 CA0079_MARKER: DB = BENCH MARK DISK
 CA0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0079_SP_SET: ABUTMENT
 CA0079_STAMPING: 998.505 T 83 1932
 CA0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0079
 CA0079  HISTORY     - Date     Condition        Report By
 CA0079  HISTORY     - 1932     MONUMENTED       CGS
 CA0079  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0079
 CA0079                          STATION DESCRIPTION
 CA0079
 CA0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CA0079'4.2 MI E FROM LAMPASAS.
 CA0079'4.2 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0079'STATION AT LAMPASAS, LAMPASAS COUNTY, 4 POLES EAST OF MILEPOST 271, 17
 CA0079'RAILS EAST OF CULVERT 270 C, 150 FEET NORTH OF THE TRACK, 75 FEET
 CA0079'NORTH OF A FENCE LINE, AT A 5-FOOT-SQUARE CISTERN, IN THE CENTER OF
 CA0079'THE TOP OF THE SOUTH SIDE, AND ABOUT 1 FOOT ABOVE THE GROUND.
 CA0079
 CA0079                          STATION RECOVERY (1983)
 CA0079
 CA0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1565 ***********************************************************************
 AX1565  DESIGNATION -  T 830
 AX1565  PID         -  AX1565
 AX1565  STATE/COUNTY-  TX/CALDWELL
 AX1565  USGS QUAD   -  DELHI (1981)
 AX1565
 AX1565                         *CURRENT SURVEY CONTROL
 AX1565  ___________________________________________________________________
 AX1565* NAD 83(1986)-  29 46 28.     (N)    097 24 56.     (W)     SCALED    
 AX1565* NAVD 88     -       154.51   (+/-2cm)     506.9    (feet)  VERTCON   
 AX1565  ___________________________________________________________________
 AX1565  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX1565
 AX1565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1565
 AX1565.The horizontal coordinates were scaled from a topographic map and have
 AX1565.an estimated accuracy of +/- 6 seconds.
 AX1565
 AX1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1565.The vertical order pertains to the NGVD 29 superseded value.
 AX1565
 AX1565.The geoid height was determined by GEOID03.
 AX1565
 AX1565;                    North         East    Units  Estimated Accuracy
 AX1565;SPC TXSC     - 4,216,170.      753,200.      MT  (+/- 180 meters Scaled)
 AX1565
 AX1565                          SUPERSEDED SURVEY CONTROL
 AX1565
 AX1565  NGVD 29 (??/??/92)  154.45   (m)          506.7    (f) COMPUTED    2 0
 AX1565
 AX1565.Superseded values are not recommended for survey control.
 AX1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1565.See file dsdata.txt to determine how the superseded data were derived.
 AX1565
 AX1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT531948(NAD 83)
 AX1565_MARKER: DB = BENCH MARK DISK
 AX1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1565_STAMPING: T 830 1943
 AX1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1565+STABILITY: SURFACE MOTION
 AX1565
 AX1565  HISTORY     - Date     Condition        Report By
 AX1565  HISTORY     - 1943     MONUMENTED       CGS
 AX1565  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1565  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1565
 AX1565                          STATION DESCRIPTION
 AX1565
 AX1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1565'4.2 MI S FROM DELHI.
 AX1565'4.2 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ROAD INTERSECTION AT
 AX1565'DELHI, CALDWELL COUNTY, AT THE NORTH END OF A CUT THROUGH A SMALL SAND
 AX1565'KNOLL, ACROSS THE ROAD FROM A DIVISION-FENCE CORNER, 19 FEET EAST OF
 AX1565'THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 3
 AX1565'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER
 AX1565'THAN THE ROAD.  A STANDARD DISK, STAMPED T 830 1943 AND SET IN THE TOP
 AX1565'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1565
 AX1565                          STATION RECOVERY (1964)
 AX1565
 AX1565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1565'MARK NOT FOUND.
 AX1565
 AX1565                          STATION RECOVERY (1999)
 AX1565
 AX1565'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1984 ***********************************************************************
 AX1984  DESIGNATION -  T 831
 AX1984  PID         -  AX1984
 AX1984  STATE/COUNTY-  TX/WILSON
 AX1984  USGS QUAD   -  KOSCIUSKO (1987)
 AX1984
 AX1984                         *CURRENT SURVEY CONTROL
 AX1984  ___________________________________________________________________
 AX1984* NAD 83(1986)-  29 05 49.     (N)    097 57 43.     (W)     SCALED    
 AX1984* NAVD 88     -       103.45   (+/-2cm)     339.4    (feet)  VERTCON   
 AX1984  ___________________________________________________________________
 AX1984  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AX1984
 AX1984  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1984
 AX1984.The horizontal coordinates were scaled from a topographic map and have
 AX1984.an estimated accuracy of +/- 6 seconds.
 AX1984
 AX1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1984.The vertical order pertains to the NGVD 29 superseded value.
 AX1984
 AX1984.The geoid height was determined by GEOID03.
 AX1984
 AX1984;                    North         East    Units  Estimated Accuracy
 AX1984;SPC TXSC     - 4,140,490.      701,040.      MT  (+/- 180 meters Scaled)
 AX1984
 AX1984                          SUPERSEDED SURVEY CONTROL
 AX1984
 AX1984  NGVD 29 (??/??/92)  103.396  (m)          339.23   (f) ADJ UNCH    2 0
 AX1984
 AX1984.Superseded values are not recommended for survey control.
 AX1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1984.See file dsdata.txt to determine how the superseded data were derived.
 AX1984
 AX1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT010191(NAD 83)
 AX1984_MARKER: DB = BENCH MARK DISK
 AX1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1984_STAMPING: T 831 1943
 AX1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1984+STABILITY: SURFACE MOTION
 AX1984
 AX1984  HISTORY     - Date     Condition        Report By
 AX1984  HISTORY     - 1943     MONUMENTED       CGS
 AX1984  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AX1984
 AX1984                          STATION DESCRIPTION
 AX1984
 AX1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1984'0.8 MI SW FROM KOSCIUSKO.
 AX1984'TO REACH FROM THE SCHOOL HOUSE AT KOSCIUSKO-- PROCEED 0.8 MILE
 AX1984'SOUTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX1984'IS ABOUT 0.55 MILE NORTHEAST OF A BRIDGE OVER CIBOLO CREEK, AND 30.0
 AX1984'FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1984'ROAD.  IT IS 12.0 FEET NORTHEAST OF THE CENTERLINE OF A WIRE GATE AND
 AX1984'A FARM ROAD LEADING SOUTHEAST, 1.4 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AX1984'FENCE, AND 3.5 FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.
 AX1984'MONUMENT PROJECTS 0.5 FOOT.
 AX1984
 AX1984                          STATION RECOVERY (1995)
 AX1984
 AX1984'RECOVERY NOTE BY US POWER SQUADRON 1995
 AX1984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1581 ***********************************************************************
 AN1581  DESIGNATION -  T 832
 AN1581  PID         -  AN1581
 AN1581  STATE/COUNTY-  TX/KARNES
 AN1581  USGS QUAD   -  KARNES CITY (1987)
 AN1581
 AN1581                         *CURRENT SURVEY CONTROL
 AN1581  ___________________________________________________________________
 AN1581* NAD 83(1986)-  28 54 31.     (N)    097 55 26.     (W)     SCALED    
 AN1581* NAVD 88     -        93.194  (meters)     305.75   (feet)  ADJUSTED  
 AN1581  ___________________________________________________________________
 AN1581  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AN1581  DYNAMIC HT  -          93.058 (meters)     305.31  (feet)  COMP
 AN1581  MODELED GRAV-     979,189.2   (mgal)                       NAVD 88
 AN1581
 AN1581  VERT ORDER  -  FIRST     CLASS I
 AN1581
 AN1581.The horizontal coordinates were scaled from a topographic map and have
 AN1581.an estimated accuracy of +/- 6 seconds.
 AN1581
 AN1581.The orthometric height was determined by differential leveling
 AN1581.and adjusted by the National Geodetic Survey in June 1991..
 AN1581
 AN1581.The geoid height was determined by GEOID03.
 AN1581
 AN1581.The dynamic height is computed by dividing the NAVD 88
 AN1581.geopotential number by the normal gravity value computed on the
 AN1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1581.degrees latitude (g = 980.6199 gals.).
 AN1581
 AN1581.The modeled gravity was interpolated from observed gravity values.
 AN1581
 AN1581;                    North         East    Units  Estimated Accuracy
 AN1581;SPC TXSC     - 4,119,650.      704,930.      MT  (+/- 180 meters Scaled)
 AN1581
 AN1581                          SUPERSEDED SURVEY CONTROL
 AN1581
 AN1581  NGVD 29 (??/??/92)   93.157  (m)          305.63   (f) ADJ UNCH    1 1
 AN1581
 AN1581.Superseded values are not recommended for survey control.
 AN1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1581.See file dsdata.txt to determine how the superseded data were derived.
 AN1581
 AN1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS049983(NAD 83)
 AN1581_MARKER: DB = BENCH MARK DISK
 AN1581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1581_SP_SET: BRIDGE
 AN1581_STAMPING: T 832 1943
 AN1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1581
 AN1581  HISTORY     - Date     Condition        Report By
 AN1581  HISTORY     - 1943     MONUMENTED       CGS
 AN1581  HISTORY     - 1972     GOOD             NGS
 AN1581
 AN1581                          STATION DESCRIPTION
 AN1581
 AN1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1581'2.3 MI NW FROM KARNES CITY.
 AN1581'ABOUT 2.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN1581'CROSSING OF FARM-TO-MARKET ROAD 99 AT KARNES CITY, 0.45 MILE SOUTH OF
 AN1581'MILEPOST 52, SET IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL ON A
 AN1581'15- X 17-FOOT CONCRETE BRIDGE ON A DIRT ROAD, 63 FEET EAST OF THE EAST
 AN1581'RAIL OF THE TRACK, 11 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0
 AN1581'FOOT SOUTHEAST OF THE SOUTH END OF THE WEST HEADWALL OF THE BRIDGE,
 AN1581'AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2397 ***********************************************************************
 AX2397  DESIGNATION -  T 833
 AX2397  PID         -  AX2397
 AX2397  STATE/COUNTY-  TX/GUADALUPE
 AX2397  USGS QUAD   -  SEGUIN (1994)
 AX2397
 AX2397                         *CURRENT SURVEY CONTROL
 AX2397  ___________________________________________________________________
 AX2397* NAD 83(1986)-  29 34 29.     (N)    097 54 12.     (W)     SCALED    
 AX2397* NAVD 88     -       160.00   (+/-2cm)     524.9    (feet)  VERTCON   
 AX2397  ___________________________________________________________________
 AX2397  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AX2397
 AX2397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2397
 AX2397.The horizontal coordinates were scaled from a topographic map and have
 AX2397.an estimated accuracy of +/- 6 seconds.
 AX2397
 AX2397.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2397.The vertical order pertains to the NGVD 29 superseded value.
 AX2397
 AX2397.The geoid height was determined by GEOID03.
 AX2397
 AX2397;                    North         East    Units  Estimated Accuracy
 AX2397;SPC TXSC     - 4,193,490.      706,250.      MT  (+/- 180 meters Scaled)
 AX2397
 AX2397                          SUPERSEDED SURVEY CONTROL
 AX2397
 AX2397  NGVD 29 (??/??/92)  159.926  (m)          524.69   (f) ADJ UNCH    2 0
 AX2397
 AX2397.Superseded values are not recommended for survey control.
 AX2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2397.See file dsdata.txt to determine how the superseded data were derived.
 AX2397
 AX2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT062721(NAD 83)
 AX2397_MARKER: DB = BENCH MARK DISK
 AX2397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2397_SP_SET: CULVERT
 AX2397_STAMPING: T 833 1943
 AX2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2397
 AX2397  HISTORY     - Date     Condition        Report By
 AX2397  HISTORY     - 1943     MONUMENTED       CGS
 AX2397  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2397  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2397  HISTORY     - 20030517 GOOD             USPSQD
 AX2397
 AX2397                          STATION DESCRIPTION
 AX2397
 AX2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2397'3.9 MI E FROM SEGUIN.
 AX2397'TO REACH FROM THE COURT HOUSE AT SEGUIN-- PROCEED 3.9 MILES EASTERLY
 AX2397'ALONG STATE HIGHWAY NO. 3 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX2397'0.1 MILE EAST OF A SMALL S-CURVE, AND 27.0 FEET EAST OF THE CENTERLINE
 AX2397'OF A DIRT SIDE ROAD INTERSECTION LEADING SOUTH.  IT IS 13.0 FEET NORTH
 AX2397'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY, AND SET
 AX2397'HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 AX2397'CULVERT.
 AX2397
 AX2397                          STATION RECOVERY (1993)
 AX2397
 AX2397'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2397'MARK NOT FOUND.
 AX2397
 AX2397                          STATION RECOVERY (1999)
 AX2397
 AX2397'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2397'MARK NOT FOUND.
 AX2397
 AX2397                          STATION RECOVERY (2003)
 AX2397
 AX2397'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2398 ***********************************************************************
 AX2398  DESIGNATION -  T 833 RESET 1952
 AX2398  PID         -  AX2398
 AX2398  STATE/COUNTY-  TX/GUADALUPE
 AX2398  USGS QUAD   -  SEGUIN (1994)
 AX2398
 AX2398                         *CURRENT SURVEY CONTROL
 AX2398  ___________________________________________________________________
 AX2398* NAD 83(1986)-  29 34 29.     (N)    097 54 12.     (W)     SCALED    
 AX2398* NAVD 88     -       159.54   (+/-2cm)     523.4    (feet)  VERTCON   
 AX2398  ___________________________________________________________________
 AX2398  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AX2398
 AX2398  VERT ORDER  -  THIRD (See Below)
 AX2398
 AX2398.The horizontal coordinates were scaled from a topographic map and have
 AX2398.an estimated accuracy of +/- 6 seconds.
 AX2398
 AX2398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2398.The vertical order pertains to the NGVD 29 superseded value.
 AX2398
 AX2398.The geoid height was determined by GEOID03.
 AX2398
 AX2398;                    North         East    Units  Estimated Accuracy
 AX2398;SPC TXSC     - 4,193,490.      706,250.      MT  (+/- 180 meters Scaled)
 AX2398
 AX2398                          SUPERSEDED SURVEY CONTROL
 AX2398
 AX2398  NGVD 29 (??/??/??)  159.47   (m)          523.2    (f) RESET       3  
 AX2398
 AX2398.Superseded values are not recommended for survey control.
 AX2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2398.See file dsdata.txt to determine how the superseded data were derived.
 AX2398
 AX2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT062721(NAD 83)
 AX2398_MARKER: DB = BENCH MARK DISK
 AX2398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2398_SP_SET: CULVERT
 AX2398_STAMPING: T 833 RESET 1952
 AX2398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2398
 AX2398  HISTORY     - Date     Condition        Report By
 AX2398  HISTORY     - 1952     MONUMENTED       CGS
 AX2398  HISTORY     - 1958     GOOD             DOD
 AX2398  HISTORY     - 1988     GOOD             USPSQD
 AX2398  HISTORY     - 19930808 GOOD             USPSQD
 AX2398  HISTORY     - 19990925 GOOD             USPSQD
 AX2398
 AX2398                          STATION DESCRIPTION
 AX2398
 AX2398'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2398'3.9 MI E FROM SEGUIN.
 AX2398'3.9 MI. E. ALONG STATE HIGHWAY 90 A FROM THE COURTHOUSE AT SEGUIN,
 AX2398'GUADALUPE COUNTY, 2.9 MI. E. OF THE JCT. OF THE FARM-TO-MARKET HWY.
 AX2398'466 AND THE HWY., AT THE E. LIMITS OF SEGUIN, AT A 4 BY 8 FOOT
 AX2398'CONCRETE CULVERT, AT SURVEY STATION 158+24, IN THE W. END OF THE S.
 AX2398'HEADWALL, 28 FEET S.S.W. OF THE N.W. CORNER OF A LIGHT SQUARE PATCH OF
 AX2398'CONCRETE N.N.E. OF HIGHWAY AND 2.7 FEET HIGHER, 154 FEET NNE OF THE N.
 AX2398'EDGE OF A LONE TREE W. OF ROAD TO S. AND 3.3 FEET HIGHER, 53 FEET N.E.
 AX2398'OF THE INTERSECTION CENTERLINES ESE-WNW HIGHWAY AND ROAD TO S. AND 0.4
 AX2398'FEET LOWER.
 AX2398
 AX2398                          STATION RECOVERY (1988)
 AX2398
 AX2398'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2398'RECOVERED IN GOOD CONDITION.
 AX2398
 AX2398                          STATION RECOVERY (1993)
 AX2398
 AX2398'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2398'RECOVERED IN GOOD CONDITION.
 AX2398
 AX2398                          STATION RECOVERY (1999)
 AX2398
 AX2398'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2116 ***********************************************************************
 AX2116  DESIGNATION -  T 834
 AX2116  PID         -  AX2116
 AX2116  STATE/COUNTY-  TX/GONZALES
 AX2116  USGS QUAD   -  COST (1987)
 AX2116
 AX2116                         *CURRENT SURVEY CONTROL
 AX2116  ___________________________________________________________________
 AX2116* NAD 83(1986)-  29 29 55.     (N)    097 34 26.     (W)     SCALED    
 AX2116* NAVD 88     -       100.44   (+/-2cm)     329.5    (feet)  VERTCON   
 AX2116  ___________________________________________________________________
 AX2116  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AX2116
 AX2116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2116
 AX2116.The horizontal coordinates were scaled from a topographic map and have
 AX2116.an estimated accuracy of +/- 6 seconds.
 AX2116
 AX2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2116.The vertical order pertains to the NGVD 29 superseded value.
 AX2116
 AX2116.The geoid height was determined by GEOID03.
 AX2116
 AX2116;                    North         East    Units  Estimated Accuracy
 AX2116;SPC TXSC     - 4,185,400.      738,270.      MT  (+/- 180 meters Scaled)
 AX2116
 AX2116                          SUPERSEDED SURVEY CONTROL
 AX2116
 AX2116  NGVD 29 (??/??/92)  100.399  (m)          329.39   (f) ADJ UNCH    2 0
 AX2116
 AX2116.Superseded values are not recommended for survey control.
 AX2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2116.See file dsdata.txt to determine how the superseded data were derived.
 AX2116
 AX2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT382640(NAD 83)
 AX2116_MARKER: DB = BENCH MARK DISK
 AX2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2116_STAMPING: T 834 1943
 AX2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2116+STABILITY: SURFACE MOTION
 AX2116
 AX2116  HISTORY     - Date     Condition        Report By
 AX2116  HISTORY     - 1943     MONUMENTED       CGS
 AX2116  HISTORY     - 1958     MARK NOT FOUND   USGS
 AX2116
 AX2116                          STATION DESCRIPTION
 AX2116
 AX2116'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AX2116'7.2 MI E FROM BELMONT.
 AX2116'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO.3 AND NO.80 AT
 AX2116'BELMONT, PROCEED 7.2 MI. E. ALONG STATE HIGHWAY NO.3 TO SITE OF BENCH
 AX2116'MARK.  BENCH MARK IS ABOUT 162 FEET S.E. OF AND ACROSS THE HIGHWAY
 AX2116'FROM A SMALL FRAME HOUSE, 36 FEET S. OF AND ABOUT 0.5 FOOT BELOW THE
 AX2116'CENTERLINE OF HIGHWAY.  IT IS 25 FEET E. OF THE CENTERLINE OF A FARM
 AX2116'ROAD LEADING S., 18 FEET E. OF A FENCE CORNER, 1 FOOT N. OF THE
 AX2116'RIGHT-OF-WAY FENCE, AND 3 FEET E. OF A 4X4 INCH WOODEN MARKER POST.
 AX2116'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2361 ***********************************************************************
 AX2361  DESIGNATION -  T 835
 AX2361  PID         -  AX2361
 AX2361  STATE/COUNTY-  TX/GONZALES
 AX2361  USGS QUAD   -  BELMONT (1994)
 AX2361
 AX2361                         *CURRENT SURVEY CONTROL
 AX2361  ___________________________________________________________________
 AX2361* NAD 83(1986)-  29 30 36.     (N)    097 41 12.     (W)     SCALED    
 AX2361* NAVD 88     -       110.63   (+/-2cm)     363.0    (feet)  VERTCON   
 AX2361  ___________________________________________________________________
 AX2361  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2361
 AX2361  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2361
 AX2361.The horizontal coordinates were scaled from a topographic map and have
 AX2361.an estimated accuracy of +/- 6 seconds.
 AX2361
 AX2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2361.The vertical order pertains to the NGVD 29 superseded value.
 AX2361
 AX2361.The geoid height was determined by GEOID03.
 AX2361
 AX2361;                    North         East    Units  Estimated Accuracy
 AX2361;SPC TXSC     - 4,186,530.      727,320.      MT  (+/- 180 meters Scaled)
 AX2361
 AX2361                          SUPERSEDED SURVEY CONTROL
 AX2361
 AX2361  NGVD 29 (??/??/92)  110.579  (m)          362.79   (f) ADJ UNCH    2 0
 AX2361
 AX2361.Superseded values are not recommended for survey control.
 AX2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2361.See file dsdata.txt to determine how the superseded data were derived.
 AX2361
 AX2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT272652(NAD 83)
 AX2361_MARKER: DB = BENCH MARK DISK
 AX2361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2361_SP_SET: CURVE
 AX2361_STAMPING: T 835 1943
 AX2361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2361
 AX2361  HISTORY     - Date     Condition        Report By
 AX2361  HISTORY     - 1943     MONUMENTED       CGS
 AX2361  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2361
 AX2361                          STATION DESCRIPTION
 AX2361
 AX2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2361'1.05 MI S FROM BELMONT.
 AX2361'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 80 AND NO. 3 AT
 AX2361'BELMONT, PROCEED 1.05 MILES S. ALONG STATE HIGHWAY NO. 80 TO SITE OF
 AX2361'BM.  BENCH MARK IS ON THE OUTSIDE OF A RIGHT-ANGLE CURVE, ABOUT 105
 AX2361'FEET S. OF THE S. END OF A STEEL BRIDGE OVER GUADALUPE RIVER, AND 39
 AX2361'FEET W. OF THE CENTERLINE OF A ROAD LEADING S.  IT IS 17 FEET S. OF
 AX2361'AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF HIGHWAY, 8 FEET W. OF A FENCE
 AX2361'CORNER, 1 FOOT S. OF THE RIGHT-OF-WAY FENCE AND 3 FEET E. OF A 4X4
 AX2361'INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AX2361
 AX2361                          STATION RECOVERY (2003)
 AX2361
 AX2361'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1996 ***********************************************************************
 AX1996  DESIGNATION -  T 836
 AX1996  PID         -  AX1996
 AX1996  STATE/COUNTY-  TX/WILSON
 AX1996  USGS QUAD   -  NIXON (1987)
 AX1996
 AX1996                         *CURRENT SURVEY CONTROL
 AX1996  ___________________________________________________________________
 AX1996* NAD 83(1986)-  29 15 30.     (N)    097 48 16.     (W)     SCALED    
 AX1996* NAVD 88     -       119.55   (+/-2cm)     392.2    (feet)  VERTCON   
 AX1996  ___________________________________________________________________
 AX1996  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AX1996
 AX1996  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1996
 AX1996.The horizontal coordinates were scaled from a topographic map and have
 AX1996.an estimated accuracy of +/- 6 seconds.
 AX1996
 AX1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1996.The vertical order pertains to the NGVD 29 superseded value.
 AX1996
 AX1996.The geoid height was determined by GEOID03.
 AX1996
 AX1996;                    North         East    Units  Estimated Accuracy
 AX1996;SPC TXSC     - 4,158,520.      716,190.      MT  (+/- 180 meters Scaled)
 AX1996
 AX1996                          SUPERSEDED SURVEY CONTROL
 AX1996
 AX1996  NGVD 29 (??/??/92)  119.505  (m)          392.08   (f) ADJ UNCH    2 0
 AX1996
 AX1996.Superseded values are not recommended for survey control.
 AX1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1996.See file dsdata.txt to determine how the superseded data were derived.
 AX1996
 AX1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT161372(NAD 83)
 AX1996_MARKER: DB = BENCH MARK DISK
 AX1996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1996_SP_SET: CULVERT
 AX1996_STAMPING: T 836 1943
 AX1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1996
 AX1996  HISTORY     - Date     Condition        Report By
 AX1996  HISTORY     - 1943     MONUMENTED       CGS
 AX1996  HISTORY     - 1961     GOOD             USGS
 AX1996  HISTORY     - 19960914 GOOD             USPSQD
 AX1996  HISTORY     - 20030517 GOOD             USPSQD
 AX1996
 AX1996                          STATION DESCRIPTION
 AX1996
 AX1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1996'2.5 MI W FROM NIXON.
 AX1996'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1996'STATION AT NIXON-- PROCEED 2.5 MILES WESTERLY ALONG THE RAILROAD TO
 AX1996'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 66.0 FEET SOUTH OF THE
 AX1996'CENTERLINE OF THE RAILROAD, AND ABOUT 21.0 FEET EAST OF MILEPOST 92.
 AX1996'IT IS 13.0 FEET NORTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF U.
 AX1996'S. HIGHWAY NO.87, AND SET HORIZONTALLY IN THE WEST END OF THE NORTH
 AX1996'HEADWALL OF A CONCRETE HIGHWAY CULVERT.
 AX1996
 AX1996                          STATION RECOVERY (1961)
 AX1996
 AX1996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1996'RECOVERED IN GOOD CONDITION.
 AX1996
 AX1996                          STATION RECOVERY (1996)
 AX1996
 AX1996'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1996'RECOVERED IN GOOD CONDITION.
 AX1996
 AX1996                          STATION RECOVERY (2003)
 AX1996
 AX1996'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX1996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2051 ***********************************************************************
 AX2051  DESIGNATION -  T 837
 AX2051  PID         -  AX2051
 AX2051  STATE/COUNTY-  TX/GUADALUPE
 AX2051  USGS QUAD   -  DEWVILLE (1987)
 AX2051
 AX2051                         *CURRENT SURVEY CONTROL
 AX2051  ___________________________________________________________________
 AX2051* NAD 83(1986)-  29 25 23.     (N)    097 50 25.     (W)     SCALED    
 AX2051* NAVD 88     -       159.75   (+/-2cm)     524.1    (feet)  VERTCON   
 AX2051  ___________________________________________________________________
 AX2051  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX2051
 AX2051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2051
 AX2051.The horizontal coordinates were scaled from a topographic map and have
 AX2051.an estimated accuracy of +/- 6 seconds.
 AX2051
 AX2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2051.The vertical order pertains to the NGVD 29 superseded value.
 AX2051
 AX2051.The geoid height was determined by GEOID03.
 AX2051
 AX2051;                    North         East    Units  Estimated Accuracy
 AX2051;SPC TXSC     - 4,176,740.      712,520.      MT  (+/- 180 meters Scaled)
 AX2051
 AX2051                          SUPERSEDED SURVEY CONTROL
 AX2051
 AX2051  NGVD 29 (??/??/92)  159.688  (m)          523.91   (f) ADJ UNCH    2 0
 AX2051
 AX2051.Superseded values are not recommended for survey control.
 AX2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2051.See file dsdata.txt to determine how the superseded data were derived.
 AX2051
 AX2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT124554(NAD 83)
 AX2051_MARKER: DB = BENCH MARK DISK
 AX2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2051_STAMPING: T 837 1943
 AX2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2051+STABILITY: SURFACE MOTION
 AX2051
 AX2051  HISTORY     - Date     Condition        Report By
 AX2051  HISTORY     - 1943     MONUMENTED       CGS
 AX2051  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2051  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2051
 AX2051                          STATION DESCRIPTION
 AX2051
 AX2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2051'9.55 MI W FROM LEESVILLE.
 AX2051'TO REACH FROM THE POST OFFICE AT LEESVILLE-- PROCEED 5.5 MILES
 AX2051'SOUTHWESTERLY ALONG THE LEESVILLE-DEWVILLE ROAD TO A TRACK ROAD
 AX2051'INTERSECTION LEADING NORTHWEST, THENCE 4.0 MILES NORTHWESTERLY TO SITE
 AX2051'OF BENCH MARK.  BENCH MARK IS AT THE BOTTOM OF A SMALL SAND HILL,
 AX2051'ABOUT 0.3 MILE NORTHWEST OF A POLE CORRAL, AND ABOUT 0.2 MILE
 AX2051'NORTHWEST OF A GATE ACROSS THE ROAD.  IT IS 20.0 FEET WEST OF AND
 AX2051'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 1.0 FOOT EAST OF
 AX2051'THE RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AX2051'POST.  MONUMENT PROJECTS 0.5 FOOT.
 AX2051
 AX2051                          STATION RECOVERY (1999)
 AX2051
 AX2051'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2051'MARK NOT FOUND.
 AX2051
 AX2051                          STATION RECOVERY (2003)
 AX2051
 AX2051'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2052 ***********************************************************************
 AX2052  DESIGNATION -  T 837 RESET 1970
 AX2052  PID         -  AX2052
 AX2052  STATE/COUNTY-  TX/GUADALUPE
 AX2052  USGS QUAD   -  DEWVILLE (1987)
 AX2052
 AX2052                         *CURRENT SURVEY CONTROL
 AX2052  ___________________________________________________________________
 AX2052* NAD 83(1986)-  29 25 23.     (N)    097 50 25.     (W)     SCALED    
 AX2052* NAVD 88     -       160.05   (+/-2cm)     525.1    (feet)  VERTCON   
 AX2052  ___________________________________________________________________
 AX2052  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX2052
 AX2052  VERT ORDER  -  THIRD (See Below)
 AX2052
 AX2052.The horizontal coordinates were scaled from a topographic map and have
 AX2052.an estimated accuracy of +/- 6 seconds.
 AX2052
 AX2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2052.The vertical order pertains to the NGVD 29 superseded value.
 AX2052
 AX2052.The geoid height was determined by GEOID03.
 AX2052
 AX2052;                    North         East    Units  Estimated Accuracy
 AX2052;SPC TXSC     - 4,176,740.      712,520.      MT  (+/- 180 meters Scaled)
 AX2052
 AX2052                          SUPERSEDED SURVEY CONTROL
 AX2052
 AX2052  NGVD 29 (01/29/03)  159.99   (m)          524.9    (f) RESET       3  
 AX2052
 AX2052.Superseded values are not recommended for survey control.
 AX2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2052.See file dsdata.txt to determine how the superseded data were derived.
 AX2052
 AX2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT124554(NAD 83)
 AX2052_MARKER: DB = BENCH MARK DISK
 AX2052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2052_SP_SET: CULVERT
 AX2052_STAMPING: T 837 RESET 1970
 AX2052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2052
 AX2052  HISTORY     - Date     Condition        Report By
 AX2052  HISTORY     - 1970     MONUMENTED       TXHD
 AX2052  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2052
 AX2052                          STATION DESCRIPTION
 AX2052
 AX2052'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1970
 AX2052'9.5 MI W FROM LEESVILLE.
 AX2052'5.5 MILES SOUTHWESTERLY ALONG THE LEESVILLE-DENVILLE ROAD FROM THE
 AX2052'POST OFFICE AT LEESVILLE, THENCE 4 MILES NORTHWEST ALONG A TRACK ROAD
 AX2052'TO THE BOTTOM OF A SMALL HILL, ABOUT 0.2 MILE NORTHWEST OF A GATE
 AX2052'ACROSS THE ROAD, SET IN THE TOP OF THE SOUTHWEST HEADWALL OF A 18 INCH
 AX2052'PIPE CULVERT, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD. NOTE--
 AX2052'THE MARK MAY ALSO BE REACHED BY GOING 8.2 MILES SOUTH ALONG F. M.
 AX2052'HIGHWAY 1117 FROM THE INTERSECTION OF F. M. HIGHWAY 466.
 AX2052
 AX2052                          STATION RECOVERY (2003)
 AX2052
 AX2052'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1197 ***********************************************************************
 AN1197  DESIGNATION -  T 838
 AN1197  PID         -  AN1197
 AN1197  STATE/COUNTY-  TX/VICTORIA
 AN1197  USGS QUAD   -  NURSERY (1987)
 AN1197
 AN1197                         *CURRENT SURVEY CONTROL
 AN1197  ___________________________________________________________________
 AN1197* NAD 83(1986)-  28 56 08.     (N)    097 05 44.     (W)     SCALED    
 AN1197* NAVD 88     -        42.98   (+/-2cm)     141.0    (feet)  VERTCON   
 AN1197  ___________________________________________________________________
 AN1197  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1197
 AN1197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1197
 AN1197.The horizontal coordinates were scaled from a topographic map and have
 AN1197.an estimated accuracy of +/- 6 seconds.
 AN1197
 AN1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1197.The vertical order pertains to the NGVD 29 superseded value.
 AN1197
 AN1197.The geoid height was determined by GEOID03.
 AN1197
 AN1197;                    North         East    Units  Estimated Accuracy
 AN1197;SPC TXSC     - 4,123,670.      785,650.      MT  (+/- 180 meters Scaled)
 AN1197
 AN1197                          SUPERSEDED SURVEY CONTROL
 AN1197
 AN1197  NGVD 29 (??/??/92)   43.02   (m)          141.1    (f) COMPUTED    2 0
 AN1197
 AN1197.Superseded values are not recommended for survey control.
 AN1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1197.See file dsdata.txt to determine how the superseded data were derived.
 AN1197
 AN1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT856023(NAD 83)
 AN1197_MARKER: DB = BENCH MARK DISK
 AN1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1197_STAMPING: T 838 1943
 AN1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1197+STABILITY: SURFACE MOTION
 AN1197
 AN1197  HISTORY     - Date     Condition        Report By
 AN1197  HISTORY     - 1943     MONUMENTED       CGS
 AN1197
 AN1197                          STATION DESCRIPTION
 AN1197
 AN1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1197'1.0 MI NE FROM NURSERY.
 AN1197'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 1.0 MILE NORTHERLY
 AN1197'ALONG THE NURSERY-FORDTRAN ROAD TO THE NURSERY CEMETERY AND TO SITE OF
 AN1197'BENCH MARK.  BENCH MARK IS ABOUT 138.0 FEET SOUTHEAST OF THE ENTRANCE
 AN1197'TO THE CEMETERY, AND 32.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE
 AN1197'THE CENTERLINE OF ROAD.  IT IS 6.0 FEET NORTHWEST OF THE EAST CORNER
 AN1197'OF THE CEMETERY, 1.3 FEET NORTHEAST OF THE CEMETERY FENCE, AND 3.0
 AN1197'FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.3
 AN1197'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1721 ***********************************************************************
 AX1721  DESIGNATION -  T 839
 AX1721  PID         -  AX1721
 AX1721  STATE/COUNTY-  TX/DE WITT
 AX1721  USGS QUAD   -  VERHELLE (1987)
 AX1721
 AX1721                         *CURRENT SURVEY CONTROL
 AX1721  ___________________________________________________________________
 AX1721* NAD 83(1986)-  29 04 57.     (N)    097 12 37.     (W)     SCALED    
 AX1721* NAVD 88     -        62.43   (+/-2cm)     204.8    (feet)  VERTCON   
 AX1721  ___________________________________________________________________
 AX1721  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX1721
 AX1721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1721
 AX1721.The horizontal coordinates were scaled from a topographic map and have
 AX1721.an estimated accuracy of +/- 6 seconds.
 AX1721
 AX1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1721.The vertical order pertains to the NGVD 29 superseded value.
 AX1721
 AX1721.The geoid height was determined by GEOID03.
 AX1721
 AX1721;                    North         East    Units  Estimated Accuracy
 AX1721;SPC TXSC     - 4,139,770.      774,220.      MT  (+/- 180 meters Scaled)
 AX1721
 AX1721                          SUPERSEDED SURVEY CONTROL
 AX1721
 AX1721  NGVD 29 (??/??/92)   62.446  (m)          204.87   (f) ADJ UNCH    2 0
 AX1721
 AX1721.Superseded values are not recommended for survey control.
 AX1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1721.See file dsdata.txt to determine how the superseded data were derived.
 AX1721
 AX1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT741184(NAD 83)
 AX1721_MARKER: DB = BENCH MARK DISK
 AX1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1721_STAMPING: T 839 1943
 AX1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1721+STABILITY: SURFACE MOTION
 AX1721
 AX1721  HISTORY     - Date     Condition        Report By
 AX1721  HISTORY     - 1943     MONUMENTED       CGS
 AX1721  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1721
 AX1721                          STATION DESCRIPTION
 AX1721
 AX1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1721'6.1 MI E FROM CUERO.
 AX1721'TO REACH FROM THE COURTHOUSE AT  CUERO-- PROCEED 4.6 MILES
 AX1721'SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO A SIDE ROAD INTERSECTION
 AX1721'LEADING EAST, THENCE 1.5 MILES EASTERLY TO SITE OF BENCH MARK.  BENCH
 AX1721'MARK IS ON THE SOUTSIDE OF A CURVE, ABOUT 0.35 MILE WEST OF A TRACK
 AX1721'ROAD INTERSECTION LEADING SOUTH, AND 16.0 FEET NORTHWEST OF AND ABOUT
 AX1721'THE SAME ELEVATION AS THE CENTERLINE OF ROAD AND CATTLEGUARD.  IT IS
 AX1721'5.0 FEET SOUTHWEST OF A FENCE CORNER, 2.0 FEET NORTHWEST OF THE
 AX1721'RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTHEAST OF A 4X4 INCH WOODEN MARKER
 AX1721'POST.  MONUMENT PROJECTS 0.4 FOOT.
 AX1721
 AX1721                          STATION RECOVERY (2001)
 AX1721
 AX1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1721'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0165 ***********************************************************************
 CA0165  DESIGNATION -  T 84
 CA0165  PID         -  CA0165
 CA0165  STATE/COUNTY-  TX/MILLS
 CA0165  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0165
 CA0165                         *CURRENT SURVEY CONTROL
 CA0165  ___________________________________________________________________
 CA0165* NAD 83(1986)-  31 26 05.     (N)    098 33 52.     (W)     SCALED    
 CA0165* NAVD 88     -       476.970  (meters)    1564.86   (feet)  ADJUSTED  
 CA0165  ___________________________________________________________________
 CA0165  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CA0165  DYNAMIC HT  -         476.336 (meters)    1562.78  (feet)  COMP
 CA0165  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 CA0165
 CA0165  VERT ORDER  -  FIRST     CLASS II
 CA0165
 CA0165.The horizontal coordinates were scaled from a topographic map and have
 CA0165.an estimated accuracy of +/- 6 seconds.
 CA0165
 CA0165.The orthometric height was determined by differential leveling
 CA0165.and adjusted by the National Geodetic Survey in June 1991..
 CA0165
 CA0165.The geoid height was determined by GEOID03.
 CA0165
 CA0165.The dynamic height is computed by dividing the NAVD 88
 CA0165.geopotential number by the normal gravity value computed on the
 CA0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0165.degrees latitude (g = 980.6199 gals.).
 CA0165
 CA0165.The modeled gravity was interpolated from observed gravity values.
 CA0165
 CA0165;                    North         East    Units  Estimated Accuracy
 CA0165;SPC TX C     - 3,197,340.      868,140.      MT  (+/- 180 meters Scaled)
 CA0165
 CA0165                          SUPERSEDED SURVEY CONTROL
 CA0165
 CA0165  NGVD 29 (??/??/92)  476.859  (m)         1564.49   (f) ADJ UNCH    1 2
 CA0165
 CA0165.Superseded values are not recommended for survey control.
 CA0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0165.See file dsdata.txt to determine how the superseded data were derived.
 CA0165
 CA0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV413778(NAD 83)
 CA0165_MARKER: DB = BENCH MARK DISK
 CA0165_SETTING: 0 = UNSPECIFIED SETTING
 CA0165_MARK LOGO: CGS   
 CA0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0165
 CA0165  HISTORY     - Date     Condition        Report By
 CA0165  HISTORY     - UNK      MONUMENTED       CGS
 CA0165  HISTORY     - 1932     GOOD             NGS
 CA0165  HISTORY     - 1934     GOOD             NGS
 CA0165  HISTORY     - 1983     GOOD             NGS
 CA0165
 CA0165                          STATION DESCRIPTION
 CA0165
 CA0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0165'1.1 MI S FROM GOLDTHWAITE.
 CA0165'ON THE G.C. AND SANTA FE R.R., MARK IS 40 FEET EAST OF THE TRACK 10
 CA0165'FEET WEST OF THE ROAD, 5 POLES NORTH MILE POLE NO. 312, OPPOSITE SIGNS
 CA0165'END OF CIRCUIT AND PRELIMINARY SECTION.
 CA0165
 CA0165                          STATION RECOVERY (1934)
 CA0165
 CA0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0165'RECOVERED IN GOOD CONDITION.
 CA0165
 CA0165                          STATION RECOVERY (1983)
 CA0165
 CA0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0165'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 CA0165'(0.1 MI) EAST ALONG FOURTH STREET FROM THE COURTHOUSE IN GOLDTHWAITE,
 CA0165'THENCE 1.8 KM (1.1 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD,
 CA0165'0.3 KM (0.2 MI) NORTH OF MILEPOST 312, 17.7 METERS (58.1 FT) EAST OF A
 CA0165'RAILROAD SIGNAL BOX, 13.5 METERS (44.3 FT) EAST OF THE NEAR RAIL,
 CA0165'5.9 METERS (19.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD AND
 CA0165'4.8 METERS (15.7 FT) SOUTH OF A UTILITY POLE.
 CA0165'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CA0165'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0171 ***********************************************************************
 AY0171  DESIGNATION -  T 840 RESET 1960
 AY0171  PID         -  AY0171
 AY0171  STATE/COUNTY-  TX/BEXAR
 AY0171  USGS QUAD   -  SAINT HEDWIG (1992)
 AY0171
 AY0171                         *CURRENT SURVEY CONTROL
 AY0171  ___________________________________________________________________
 AY0171* NAD 83(1986)-  29 29 53.     (N)    098 11 42.     (W)     SCALED    
 AY0171* NAVD 88     -       200.71   (+/-2cm)     658.5    (feet)  VERTCON   
 AY0171  ___________________________________________________________________
 AY0171  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AY0171
 AY0171  VERT ORDER  -  THIRD (See Below)
 AY0171
 AY0171.The horizontal coordinates were scaled from a topographic map and have
 AY0171.an estimated accuracy of +/- 6 seconds.
 AY0171
 AY0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0171.The vertical order pertains to the NGVD 29 superseded value.
 AY0171
 AY0171.The geoid height was determined by GEOID03.
 AY0171
 AY0171;                    North         East    Units  Estimated Accuracy
 AY0171;SPC TXSC     - 4,184,760.      678,050.      MT  (+/- 180 meters Scaled)
 AY0171
 AY0171                          SUPERSEDED SURVEY CONTROL
 AY0171
 AY0171  NGVD 29 (01/29/03)  200.61   (m)          658.2    (f) RESET       3  
 AY0171
 AY0171.Superseded values are not recommended for survey control.
 AY0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0171.See file dsdata.txt to determine how the superseded data were derived.
 AY0171
 AY0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT780634(NAD 83)
 AY0171_MARKER: DB = BENCH MARK DISK
 AY0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0171_STAMPING: T 840 RESET 1960
 AY0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0171+STABILITY: SURFACE MOTION
 AY0171
 AY0171  HISTORY     - Date     Condition        Report By
 AY0171  HISTORY     - 1960     MONUMENTED       CGS
 AY0171  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY0171  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0171  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0171
 AY0171                          STATION DESCRIPTION
 AY0171
 AY0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AY0171'13.5 MI E FROM SAN ANTONIO.
 AY0171'ABOUT 13.5 MILES EAST ALONG INTERSTATE HIGHWAY NO. 10 (U.S.NO. 90)
 AY0171'FROM THE JUNCTION OF THE HIGHWAY AND LOOP 13 IN THE EAST SIDE OF SAN
 AY0171'ANTONIO, 0.6 MILE WEST OF THE GUADALUPE-BEXAR COUNTY LINE AND THE
 AY0171'CIBOLA CREEK BRIDGE, IN THE SOUTHWEST POINT OF FRIENDLY CORNERS
 AY0171'INTERSECTION, OF THE INTERSTATE AND F.M.ROAD 2538.  IT IS 1 FOOT NORTH
 AY0171'OF THE SOUTH RIGHT OF-WAY FENCE LINE, 7 FEET EAST OF A POWER POLE AND
 AY0171'42 YARDS WEST OF THE CORNER OF THE RIGHT-OF-WAY FENCE AND THE FLARE
 AY0171'FENCE TO THE SOUTHEAST.  A STANDARD DISK STAMPED T 840 RESET 1960 IN A
 AY0171'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 AY0171
 AY0171                          STATION RECOVERY (1987)
 AY0171
 AY0171'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0171'MARK NOT FOUND.
 AY0171
 AY0171                          STATION RECOVERY (1987)
 AY0171
 AY0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0171'MARK NOT FOUND.
 AY0171
 AY0171                          STATION RECOVERY (2003)
 AY0171
 AY0171'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1199 ***********************************************************************
 AX1199  DESIGNATION -  T 841 RESET 1962
 AX1199  PID         -  AX1199
 AX1199  STATE/COUNTY-  TX/FAYETTE
 AX1199  USGS QUAD   -  AMMANNSVILLE (1981)
 AX1199
 AX1199                         *CURRENT SURVEY CONTROL
 AX1199  ___________________________________________________________________
 AX1199* NAD 83(1986)-  29 47 19.     (N)    096 50 24.     (W)     SCALED    
 AX1199* NAVD 88     -       108.54   (+/-2cm)     356.1    (feet)  VERTCON   
 AX1199  ___________________________________________________________________
 AX1199  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX1199
 AX1199  VERT ORDER  -  THIRD (See Below)
 AX1199
 AX1199.The horizontal coordinates were scaled from a topographic map and have
 AX1199.an estimated accuracy of +/- 6 seconds.
 AX1199
 AX1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1199.The vertical order pertains to the NGVD 29 superseded value.
 AX1199
 AX1199.The geoid height was determined by GEOID03.
 AX1199
 AX1199;                    North         East    Units  Estimated Accuracy
 AX1199;SPC TXSC     - 4,218,630.      808,820.      MT  (+/- 180 meters Scaled)
 AX1199
 AX1199                          SUPERSEDED SURVEY CONTROL
 AX1199
 AX1199  NGVD 29 (??/??/??)  108.50   (m)          356.0    (f) RESET       3  
 AX1199
 AX1199.Superseded values are not recommended for survey control.
 AX1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1199.See file dsdata.txt to determine how the superseded data were derived.
 AX1199
 AX1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT087973(NAD 83)
 AX1199_MARKER: DB = BENCH MARK DISK
 AX1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1199_STAMPING: T 841 RESET 1962
 AX1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1199+STABILITY: SURFACE MOTION
 AX1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1199+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX1199
 AX1199  HISTORY     - Date     Condition        Report By
 AX1199  HISTORY     - 1962     MONUMENTED       CGS
 AX1199  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1199  HISTORY     - 19970607 GOOD             USPSQD
 AX1199  HISTORY     - 20041027 GOOD             USPSQD
 AX1199
 AX1199                          STATION DESCRIPTION
 AX1199
 AX1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AX1199'1.1 MI E FROM AMMANNSVILLE.
 AX1199'REACH FROM THE JUNCTION OF STATE ROUTE 71 AND U.S. HIGHWAY 77 IN LA
 AX1199'GRANGE, GO SOUTH ON U.S. HIGHWAY 77 FOR 9.2 MILES TO FARM ROAD 1383,
 AX1199'THENCE EAST ALONG FARM ROAD 1383 FOR 3.5 MILES TO THE VILLAGE OF
 AX1199'AMMANNSVILLE, THENCE CONTINUE EAST FOR 1.1 MILES TO A ROAD FORK. TAKE
 AX1199'LEFT FORK, EAST, GO 0.1 MILE TO BENCH MARK ON THE RIGHT.  163 FEET
 AX1199'SOUTHEAST OF THE CENTER OF A BRIDGE, 58 FEET SOUTH OF THE CENTER OF
 AX1199'ROAD, 8 FEET SOUTH OF THE ROAD RIGHT-OF-WAY, AND IN A NORTH-SOUTH
 AX1199'FENCE LINE, AT A WITNESS MARKER SIGN.  A STANDARD DISK STAMPED T 841
 AX1199'RESET 1962, SET IN A 10 IN. X 10 IN. CONCRETE POST WHICH PROJECTS
 AX1199'ABOUT 4 INCHES.
 AX1199
 AX1199                          STATION RECOVERY (1991)
 AX1199
 AX1199'RECOVERY NOTE BY US POWER SQUADRON 1991 (WGS)
 AX1199'MARK NOT FOUND.
 AX1199
 AX1199                          STATION RECOVERY (1997)
 AX1199
 AX1199'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1199'RECOVERED IN GOOD CONDITION.
 AX1199
 AX1199                          STATION RECOVERY (2004)
 AX1199
 AX1199'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1199'PLASTIC WITNESS POST AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0941 ***********************************************************************
 AX0941  DESIGNATION -  T 842
 AX0941  PID         -  AX0941
 AX0941  STATE/COUNTY-  TX/FAYETTE
 AX0941  USGS QUAD   -  SCHULENBURG (1981)
 AX0941
 AX0941                         *CURRENT SURVEY CONTROL
 AX0941  ___________________________________________________________________
 AX0941* NAD 83(1986)-  29 41 43.     (N)    096 54 10.     (W)     SCALED    
 AX0941* NAVD 88     -       113.44   (+/-2cm)     372.2    (feet)  VERTCON   
 AX0941  ___________________________________________________________________
 AX0941  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0941
 AX0941  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0941
 AX0941.The horizontal coordinates were scaled from a topographic map and have
 AX0941.an estimated accuracy of +/- 6 seconds.
 AX0941
 AX0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0941.The vertical order pertains to the NGVD 29 superseded value.
 AX0941
 AX0941.The geoid height was determined by GEOID03.
 AX0941
 AX0941;                    North         East    Units  Estimated Accuracy
 AX0941;SPC TXSC     - 4,208,170.      802,930.      MT  (+/- 180 meters Scaled)
 AX0941
 AX0941                          SUPERSEDED SURVEY CONTROL
 AX0941
 AX0941  NGVD 29 (??/??/92)  113.41   (m)          372.1    (f) COMPUTED    2 0
 AX0941
 AX0941.Superseded values are not recommended for survey control.
 AX0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0941.See file dsdata.txt to determine how the superseded data were derived.
 AX0941
 AX0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT029868(NAD 83)
 AX0941_MARKER: DB = BENCH MARK DISK
 AX0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0941_SP_SET: CULVERT
 AX0941_STAMPING: T 842 1943
 AX0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0941
 AX0941  HISTORY     - Date     Condition        Report By
 AX0941  HISTORY     - 1943     MONUMENTED       CGS
 AX0941  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0941  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0941  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0941  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX0941  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 AX0941  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 AX0941
 AX0941                          STATION DESCRIPTION
 AX0941
 AX0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0941'0.9 MI N FROM SCHULENBURG.
 AX0941'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 77 AND U.S. HIGHWAY NO.
 AX0941'90 AT SCHULENBURG, PROCEED 0.9 MILE NORTHERLY ALONG U.S. HIGHWAY NO.
 AX0941'77 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX0941'HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 2X3
 AX0941'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 19.5 FEET WEST OF
 AX0941'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY. NOTE--
 AX0941'THE HIGHWAY HAS BEEN WIDENED AND NO TRACE OF THE CULVERT COULD BE
 AX0941'FOUND.
 AX0941
 AX0941                          STATION RECOVERY (1987)
 AX0941
 AX0941'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0941'MARK NOT FOUND.
 AX0941
 AX0941                          STATION RECOVERY (1991)
 AX0941
 AX0941'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0941'MARK NOT FOUND.
 AX0941
 AX0941                          STATION RECOVERY (1997)
 AX0941
 AX0941'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0941'MARK NOT FOUND.
 AX0941
 AX0941                          STATION RECOVERY (2002)
 AX0941
 AX0941'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0941'MARK NOT FOUND.
 AX0941
 AX0941                          STATION RECOVERY (2004)
 AX0941
 AX0941'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 AX0941'THE TWO LANE ROAD HAS BEEN REPLACED WITH 4 LANES AND A LEFT TURN LANE.
 AX0941'MODERN SUBSURFACE DRAINAGE HAS ALSO BEEN INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0811 ***********************************************************************
 AX0811  DESIGNATION -  T 844
 AX0811  PID         -  AX0811
 AX0811  STATE/COUNTY-  TX/LAVACA
 AX0811  USGS QUAD   -  SUBLIME (1981)
 AX0811
 AX0811                         *CURRENT SURVEY CONTROL
 AX0811  ___________________________________________________________________
 AX0811* NAD 83(1986)-  29 28 44.     (N)    096 47 44.     (W)     SCALED    
 AX0811* NAVD 88     -        67.52   (+/-2cm)     221.5    (feet)  VERTCON   
 AX0811  ___________________________________________________________________
 AX0811  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0811
 AX0811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0811
 AX0811.The horizontal coordinates were scaled from a topographic map and have
 AX0811.an estimated accuracy of +/- 6 seconds.
 AX0811
 AX0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0811.The vertical order pertains to the NGVD 29 superseded value.
 AX0811
 AX0811.The geoid height was determined by GEOID03.
 AX0811
 AX0811;                    North         East    Units  Estimated Accuracy
 AX0811;SPC TXSC     - 4,184,390.      813,760.      MT  (+/- 180 meters Scaled)
 AX0811
 AX0811                          SUPERSEDED SURVEY CONTROL
 AX0811
 AX0811  NGVD 29 (??/??/92)   67.515  (m)          221.51   (f) ADJ UNCH    2 0
 AX0811
 AX0811.Superseded values are not recommended for survey control.
 AX0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0811.See file dsdata.txt to determine how the superseded data were derived.
 AX0811
 AX0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT137630(NAD 83)
 AX0811_MARKER: DB = BENCH MARK DISK
 AX0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0811_STAMPING: T 844 1943
 AX0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0811+STABILITY: SURFACE MOTION
 AX0811
 AX0811  HISTORY     - Date     Condition        Report By
 AX0811  HISTORY     - 1943     MONUMENTED       CGS
 AX0811  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX0811  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0811  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX0811
 AX0811                          STATION DESCRIPTION
 AX0811
 AX0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0811'IN SUBLIME.
 AX0811'BENCH MARK IS 153.0 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE
 AX0811'NORTHEAST CORNER OF THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND
 AX0811'ARANSAS PASS) RAILROAD STATION AT SUBLIME.  IT IS 57.2 FEET NORTHWEST
 AX0811'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE MAIN TRACK,
 AX0811'5.2 FEET SOUTHEAST OF TELEPHONE POLE NO.1090 AND 3.2 FEET NORTHEAST OF
 AX0811'A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX0811'STAMPED T 844 1943.
 AX0811
 AX0811                          STATION RECOVERY (1962)
 AX0811
 AX0811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX0811'MARK NOT FOUND.
 AX0811
 AX0811                          STATION RECOVERY (1997)
 AX0811
 AX0811'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0811'MARK NOT FOUND.
 AX0811
 AX0811                          STATION RECOVERY (2004)
 AX0811
 AX0811'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1236 ***********************************************************************
 AX1236  DESIGNATION -  T 845
 AX1236  PID         -  AX1236
 AX1236  STATE/COUNTY-  TX/LAVACA
 AX1236  USGS QUAD   -  OAKLAND (1981)
 AX1236
 AX1236                         *CURRENT SURVEY CONTROL
 AX1236  ___________________________________________________________________
 AX1236* NAD 83(1986)-  29 35 41.     (N)    096 50 47.     (W)     SCALED    
 AX1236* NAVD 88     -        67.84   (+/-2cm)     222.6    (feet)  VERTCON   
 AX1236  ___________________________________________________________________
 AX1236  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1236
 AX1236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1236
 AX1236.The horizontal coordinates were scaled from a topographic map and have
 AX1236.an estimated accuracy of +/- 6 seconds.
 AX1236
 AX1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1236.The vertical order pertains to the NGVD 29 superseded value.
 AX1236
 AX1236.The geoid height was determined by GEOID03.
 AX1236
 AX1236;                    North         East    Units  Estimated Accuracy
 AX1236;SPC TXSC     - 4,197,130.      808,600.      MT  (+/- 180 meters Scaled)
 AX1236
 AX1236                          SUPERSEDED SURVEY CONTROL
 AX1236
 AX1236  NGVD 29 (??/??/92)   67.816  (m)          222.49   (f) ADJ UNCH    2 0
 AX1236
 AX1236.Superseded values are not recommended for survey control.
 AX1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1236.See file dsdata.txt to determine how the superseded data were derived.
 AX1236
 AX1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT085758(NAD 83)
 AX1236_MARKER: DB = BENCH MARK DISK
 AX1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1236_STAMPING: T 845 1943
 AX1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1236+STABILITY: SURFACE MOTION
 AX1236
 AX1236  HISTORY     - Date     Condition        Report By
 AX1236  HISTORY     - 1943     MONUMENTED       CGS
 AX1236  HISTORY     - 1965     GOOD             USGS
 AX1236  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1236  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX1236
 AX1236                          STATION DESCRIPTION
 AX1236
 AX1236'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AX1236'1.0 MI W FROM OAKLAND.
 AX1236'1.1 MILE SOUTHWEST ALONG FARM TO MARKET ROAD 532, FROM THE POST OFFICE
 AX1236'AT OAKLAND.  127 FEET WEST OF A CULVERT.  59 FEET NORTHWEST AND 1.0
 AX1236'FOOT LOWER THAN ROAD.  7.0 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE, AND
 AX1236'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AX1236
 AX1236                          STATION RECOVERY (1997)
 AX1236
 AX1236'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1236'MARK NOT FOUND.
 AX1236
 AX1236                          STATION RECOVERY (2002)
 AX1236
 AX1236'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1218 ***********************************************************************
 AX1218  DESIGNATION -  T 846
 AX1218  PID         -  AX1218
 AX1218  STATE/COUNTY-  TX/LAVACA
 AX1218  USGS QUAD   -  MORAVIA (1981)
 AX1218
 AX1218                         *CURRENT SURVEY CONTROL
 AX1218  ___________________________________________________________________
 AX1218* NAD 83(1986)-  29 34 09.     (N)    096 59 57.     (W)     SCALED    
 AX1218* NAVD 88     -       118.43   (+/-2cm)     388.5    (feet)  VERTCON   
 AX1218  ___________________________________________________________________
 AX1218  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1218
 AX1218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1218
 AX1218.The horizontal coordinates were scaled from a topographic map and have
 AX1218.an estimated accuracy of +/- 6 seconds.
 AX1218
 AX1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1218.The vertical order pertains to the NGVD 29 superseded value.
 AX1218
 AX1218.The geoid height was determined by GEOID03.
 AX1218
 AX1218;                    North         East    Units  Estimated Accuracy
 AX1218;SPC TXSC     - 4,194,040.      793,850.      MT  (+/- 180 meters Scaled)
 AX1218
 AX1218                          SUPERSEDED SURVEY CONTROL
 AX1218
 AX1218  NGVD 29 (??/??/92)  118.407  (m)          388.47   (f) ADJ UNCH    2 0
 AX1218
 AX1218.Superseded values are not recommended for survey control.
 AX1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1218.See file dsdata.txt to determine how the superseded data were derived.
 AX1218
 AX1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT938727(NAD 83)
 AX1218_MARKER: DB = BENCH MARK DISK
 AX1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1218_STAMPING: T 846 1943
 AX1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1218+STABILITY: SURFACE MOTION
 AX1218
 AX1218  HISTORY     - Date     Condition        Report By
 AX1218  HISTORY     - 1943     MONUMENTED       CGS
 AX1218  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1218  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1218
 AX1218                          STATION DESCRIPTION
 AX1218
 AX1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1218'9.95 MI E FROM MOULTON.
 AX1218'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1218'STATION AT MOULTON, PROCEED 0.45 MILE SOUTHERLY ALONG THE TRACK TO A
 AX1218'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 9.5 MILES EASTERLY ALONG
 AX1218'A DIRT ROAD TO THE EAST SLOPE OF A HILL AND SITE OF BENCH MARK. BENCH
 AX1218'MARK IS 0.15 MILE WEST OF A DOUBLE TURN IN THE ROAD.  IT IS 24.0 FEET
 AX1218'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD
 AX1218'AND 2.3 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX1218'PROJECTS 0.2 FOOT.
 AX1218
 AX1218                          STATION RECOVERY (1965)
 AX1218
 AX1218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1218'MARK NOT FOUND.
 AX1218
 AX1218                          STATION RECOVERY (1997)
 AX1218
 AX1218'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1744 ***********************************************************************
 AX1744  DESIGNATION -  T 847
 AX1744  PID         -  AX1744
 AX1744  STATE/COUNTY-  TX/LAVACA
 AX1744  USGS QUAD   -  WIED (1987)
 AX1744
 AX1744                         *CURRENT SURVEY CONTROL
 AX1744  ___________________________________________________________________
 AX1744* NAD 83(1986)-  29 22 43.     (N)    097 03 54.     (W)     SCALED    
 AX1744* NAVD 88     -        74.55   (+/-2cm)     244.6    (feet)  VERTCON   
 AX1744  ___________________________________________________________________
 AX1744  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1744
 AX1744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1744
 AX1744.The horizontal coordinates were scaled from a topographic map and have
 AX1744.an estimated accuracy of +/- 6 seconds.
 AX1744
 AX1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1744.The vertical order pertains to the NGVD 29 superseded value.
 AX1744
 AX1744.The geoid height was determined by GEOID03.
 AX1744
 AX1744;                    North         East    Units  Estimated Accuracy
 AX1744;SPC TXSC     - 4,172,810.      787,820.      MT  (+/- 180 meters Scaled)
 AX1744
 AX1744                          SUPERSEDED SURVEY CONTROL
 AX1744
 AX1744  NGVD 29 (??/??/92)   74.545  (m)          244.57   (f) ADJ UNCH    2 0
 AX1744
 AX1744.Superseded values are not recommended for survey control.
 AX1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1744.See file dsdata.txt to determine how the superseded data were derived.
 AX1744
 AX1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT877514(NAD 83)
 AX1744_MARKER: DB = BENCH MARK DISK
 AX1744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1744_SP_SET: BRIDGE
 AX1744_STAMPING: T 847 1943
 AX1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1744
 AX1744  HISTORY     - Date     Condition        Report By
 AX1744  HISTORY     - 1943     MONUMENTED       CGS
 AX1744  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX1744
 AX1744                          STATION DESCRIPTION
 AX1744
 AX1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1744'2.5 MI N FROM SWEET HOME.
 AX1744'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1744'PASS) RAILROAD STATION AT SWEET HOME, PROCEED 2.5 MILES NORTHERLY
 AX1744'ALONG A DIRT ROAD TO A LARGE STEEL BRIDGE AT THE INTERSECTION OF U.S.
 AX1744'HIGHWAY NO. 77 AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY
 AX1744'IN THE TOP OF THE NORTHEAST CONCRETE WINGWALL OF A LARGE STEEL BRIDGE
 AX1744'OVER A CREEK AT U.S. HIGHWAY NO. 77.  IT IS 11.4 FEET EAST OF AND
 AX1744'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1744
 AX1744                          STATION RECOVERY (1962)
 AX1744
 AX1744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1789 ***********************************************************************
 AX1789  DESIGNATION -  T 848
 AX1789  PID         -  AX1789
 AX1789  STATE/COUNTY-  TX/GONZALES
 AX1789  USGS QUAD   -  GONZALES SOUTH (1987)
 AX1789
 AX1789                         *CURRENT SURVEY CONTROL
 AX1789  ___________________________________________________________________
 AX1789* NAD 83(1986)-  29 29 13.     (N)    097 26 53.     (W)     SCALED    
 AX1789* NAVD 88     -        85.78   (+/-2cm)     281.4    (feet)  VERTCON   
 AX1789  ___________________________________________________________________
 AX1789  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AX1789
 AX1789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1789
 AX1789.The horizontal coordinates were scaled from a topographic map and have
 AX1789.an estimated accuracy of +/- 6 seconds.
 AX1789
 AX1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1789.The vertical order pertains to the NGVD 29 superseded value.
 AX1789
 AX1789.The geoid height was determined by GEOID03.
 AX1789
 AX1789;                    North         East    Units  Estimated Accuracy
 AX1789;SPC TXSC     - 4,184,260.      750,480.      MT  (+/- 180 meters Scaled)
 AX1789
 AX1789                          SUPERSEDED SURVEY CONTROL
 AX1789
 AX1789  NGVD 29 (??/??/92)   85.750  (m)          281.33   (f) ADJ UNCH    2 0
 AX1789
 AX1789.Superseded values are not recommended for survey control.
 AX1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1789.See file dsdata.txt to determine how the superseded data were derived.
 AX1789
 AX1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT504629(NAD 83)
 AX1789_MARKER: DB = BENCH MARK DISK
 AX1789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1789_SP_SET: BRIDGE ABUTMENT
 AX1789_STAMPING: T 848 1943
 AX1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1789
 AX1789  HISTORY     - Date     Condition        Report By
 AX1789  HISTORY     - 1943     MONUMENTED       CGS
 AX1789
 AX1789                          STATION DESCRIPTION
 AX1789
 AX1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1789'1.0 MI SE FROM GONZALES.
 AX1789'TO REACH FROM THE COURT HOUSE AT GONZALES, PROCEED 1.0 MILE
 AX1789'SOUTHEASTERLY ALONG STATE HIGHWAY NO. 29 AND NO. 200 TO THE NORTHWEST
 AX1789'END OF A LONG STEEL AND CONCRETE BRIDGE OVER THE GUADALUPE RIVER AND
 AX1789'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AX1789'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A LONG STEEL AND CONCRETE
 AX1789'BRIDGE OVER THE GUADALUPE RIVER.  IT IS 14.3 FEET SOUTHWEST OF AND
 AX1789'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2026 ***********************************************************************
 AX2026  DESIGNATION -  T 849
 AX2026  PID         -  AX2026
 AX2026  STATE/COUNTY-  TX/GONZALES
 AX2026  USGS QUAD   -  PILGRIM (1987)
 AX2026
 AX2026                         *CURRENT SURVEY CONTROL
 AX2026  ___________________________________________________________________
 AX2026* NAD 83(1986)-  29 21 32.     (N)    097 32 47.     (W)     SCALED    
 AX2026* NAVD 88     -        88.70   (+/-2cm)     291.0    (feet)  VERTCON   
 AX2026  ___________________________________________________________________
 AX2026  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AX2026
 AX2026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2026
 AX2026.The horizontal coordinates were scaled from a topographic map and have
 AX2026.an estimated accuracy of +/- 6 seconds.
 AX2026
 AX2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2026.The vertical order pertains to the NGVD 29 superseded value.
 AX2026
 AX2026.The geoid height was determined by GEOID03.
 AX2026
 AX2026;                    North         East    Units  Estimated Accuracy
 AX2026;SPC TXSC     - 4,169,950.      741,120.      MT  (+/- 180 meters Scaled)
 AX2026
 AX2026                          SUPERSEDED SURVEY CONTROL
 AX2026
 AX2026  NGVD 29 (??/??/92)   88.670  (m)          290.91   (f) ADJ UNCH    2 0
 AX2026
 AX2026.Superseded values are not recommended for survey control.
 AX2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2026.See file dsdata.txt to determine how the superseded data were derived.
 AX2026
 AX2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT410486(NAD 83)
 AX2026_MARKER: DB = BENCH MARK DISK
 AX2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2026_STAMPING: T 849 1943
 AX2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2026+STABILITY: SURFACE MOTION
 AX2026
 AX2026  HISTORY     - Date     Condition        Report By
 AX2026  HISTORY     - 1943     MONUMENTED       CGS
 AX2026
 AX2026                          STATION DESCRIPTION
 AX2026
 AX2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2026'1.65 MI SE FROM WRIGHTSBORO.
 AX2026'TO REACH FROM THE SCHOOL BUILDING AT WRIGHTSBORO, PROCEED 1.65 MILE
 AX2026'S.E. ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.05 MI.
 AX2026'S. OF THE N. END OF A DOUBLE TURN IN THE ROAD.  IT IS 21.8 FEET W. OF
 AX2026'AND ABOUT 1.5 FOOT ABOVE THE CENTERLINE OF THE ROAD, 7.6 FEET N. OF A
 AX2026'TRIANGULAR BLASE ON A 1.5 FOOT MESQUITE TREE AND 2.8 FEET N. OF A 4X4
 AX2026'INCH WHITE WOODEN POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2103 ***********************************************************************
 BY2103  DESIGNATION -  T 85
 BY2103  PID         -  BY2103
 BY2103  STATE/COUNTY-  TX/ANDERSON
 BY2103  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2103
 BY2103                         *CURRENT SURVEY CONTROL
 BY2103  ___________________________________________________________________
 BY2103* NAD 83(1986)-  31 40 35.     (N)    095 37 01.     (W)     SCALED    
 BY2103* NAVD 88     -        92.99   (+/-2cm)     305.1    (feet)  VERTCON   
 BY2103  ___________________________________________________________________
 BY2103  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BY2103
 BY2103  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2103
 BY2103.The horizontal coordinates were scaled from a topographic map and have
 BY2103.an estimated accuracy of +/- 6 seconds.
 BY2103
 BY2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2103.The vertical order pertains to the NGVD 29 superseded value.
 BY2103
 BY2103.The geoid height was determined by GEOID03.
 BY2103
 BY2103;                    North         East    Units  Estimated Accuracy
 BY2103;SPC TX C     - 3,232,270.    1,147,070.      MT  (+/- 180 meters Scaled)
 BY2103
 BY2103                          SUPERSEDED SURVEY CONTROL
 BY2103
 BY2103  NGVD 29 (??/??/92)   92.973  (m)          305.03   (f) ADJ UNCH    1 2
 BY2103
 BY2103.Superseded values are not recommended for survey control.
 BY2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2103.See file dsdata.txt to determine how the superseded data were derived.
 BY2103
 BY2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR519075(NAD 83)
 BY2103_MARKER: DB = BENCH MARK DISK
 BY2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2103_STAMPING: T 85 1932 304.967
 BY2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2103+STABILITY: SURFACE MOTION
 BY2103
 BY2103  HISTORY     - Date     Condition        Report By
 BY2103  HISTORY     - 1932     MONUMENTED       CGS
 BY2103  HISTORY     - 1960     GOOD             NGS
 BY2103  HISTORY     - 1980     GOOD             NGS
 BY2103
 BY2103                          STATION DESCRIPTION
 BY2103
 BY2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2103'5.15 MI NW FROM ELKHART.
 BY2103'ABOUT 5.15 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY2103'THE STATION AT ELKHART, 119 FEET EAST OF AND ACROSS THE TRACK FROM THE
 BY2103'THIRD TELEPHONE POLE SOUTH OF MILEPOST 7, 45 1/2 FEET EAST OF THE EAST
 BY2103'RAIL, 51 FEET NORTH-NORTHEAST OF THE CENTER OF A ROAD CROSSING, 35
 BY2103'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 22 1/2 FEET WEST OF THE
 BY2103'MOST NORTHERLY OF 3 LARGE SWEET GUM TREES, 22 FEET SOUTH OF A FENCE
 BY2103'CORNER, 24 1/2 FEET SOUTHEAST OF A BRACED TELEPHONE POLE, 1 1/2 FEET
 BY2103'NORTH OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE
 BY2103'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BY2103
 BY2103                          STATION RECOVERY (1980)
 BY2103
 BY2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2103'THIS MARK IS OFF THE MAIN LINE, NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0425 ***********************************************************************
 AX0425  DESIGNATION -  T 850
 AX0425  PID         -  AX0425
 AX0425  STATE/COUNTY-  TX/COLORADO
 AX0425  USGS QUAD   -  GARWOOD (1981)
 AX0425
 AX0425                         *CURRENT SURVEY CONTROL
 AX0425  ___________________________________________________________________
 AX0425* NAD 83(1986)-  29 26 04.     (N)    096 23 48.     (W)     SCALED    
 AX0425* NAVD 88     -        47.98   (+/-2cm)     157.4    (feet)  VERTCON   
 AX0425  ___________________________________________________________________
 AX0425  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0425
 AX0425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0425
 AX0425.The horizontal coordinates were scaled from a topographic map and have
 AX0425.an estimated accuracy of +/- 6 seconds.
 AX0425
 AX0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0425.The vertical order pertains to the NGVD 29 superseded value.
 AX0425
 AX0425.The geoid height was determined by GEOID03.
 AX0425
 AX0425;                    North         East    Units  Estimated Accuracy
 AX0425;SPC TXSC     - 4,180,260.      852,540.      MT  (+/- 180 meters Scaled)
 AX0425
 AX0425                          SUPERSEDED SURVEY CONTROL
 AX0425
 AX0425  NGVD 29 (??/??/92)   47.971  (m)          157.38   (f) ADJ UNCH    2 0
 AX0425
 AX0425.Superseded values are not recommended for survey control.
 AX0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0425.See file dsdata.txt to determine how the superseded data were derived.
 AX0425
 AX0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT525589(NAD 83)
 AX0425_MARKER: DB = BENCH MARK DISK
 AX0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0425_STAMPING: T-850 1943
 AX0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0425+STABILITY: SURFACE MOTION
 AX0425
 AX0425  HISTORY     - Date     Condition        Report By
 AX0425  HISTORY     - 1943     MONUMENTED       CGS
 AX0425
 AX0425                          STATION DESCRIPTION
 AX0425
 AX0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0425'0.7 MI SE FROM GARWOOD.
 AX0425'0.7 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT
 AX0425'GARWOOD, SET AT A T ROAD, ABOUT 0.25 MILE SOUTHEAST OF A WHITE FARM
 AX0425'HOUSE ON THE SOUTHWEST SIDE OF HIGHWAY, 49 FEET SOUTHWEST OF THE
 AX0425'CENTER-LINE OF THE HIGHWAY, 29.4 FEET NORTHWEST OF THE CENTER-LINE OF
 AX0425'THE SIDE ROAD LEADING SOUTHWEST, 7.3 FEET NORTHWEST OF THE CORNER
 AX0425'FENCE POST, 1.6 FEET NORTHEAST OF THE FENCE, 1.8 FEET NORTHWEST OF
 AX0425'REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 AX0425'PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0440 ***********************************************************************
 AX0440  DESIGNATION -  T 851
 AX0440  PID         -  AX0440
 AX0440  STATE/COUNTY-  TX/WHARTON
 AX0440  USGS QUAD   -  EL CAMPO (1981)
 AX0440
 AX0440                         *CURRENT SURVEY CONTROL
 AX0440  ___________________________________________________________________
 AX0440* NAD 83(1986)-  29 13 42.     (N)    096 17 45.     (W)     SCALED    
 AX0440* NAVD 88     -        34.73   (+/-2cm)     113.9    (feet)  VERTCON   
 AX0440  ___________________________________________________________________
 AX0440  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0440
 AX0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0440
 AX0440.The horizontal coordinates were scaled from a topographic map and have
 AX0440.an estimated accuracy of +/- 6 seconds.
 AX0440
 AX0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0440.The vertical order pertains to the NGVD 29 superseded value.
 AX0440
 AX0440.The geoid height was determined by GEOID03.
 AX0440
 AX0440;                    North         East    Units  Estimated Accuracy
 AX0440;SPC TXSC     - 4,157,640.      862,850.      MT  (+/- 180 meters Scaled)
 AX0440
 AX0440                          SUPERSEDED SURVEY CONTROL
 AX0440
 AX0440  NGVD 29 (??/??/92)   34.737  (m)          113.97   (f) ADJ UNCH    2 0
 AX0440
 AX0440.Superseded values are not recommended for survey control.
 AX0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0440.See file dsdata.txt to determine how the superseded data were derived.
 AX0440
 AX0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT628363(NAD 83)
 AX0440_MARKER: DB = BENCH MARK DISK
 AX0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0440_STAMPING: T-851 1943
 AX0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0440+STABILITY: SURFACE MOTION
 AX0440
 AX0440  HISTORY     - Date     Condition        Report By
 AX0440  HISTORY     - 1943     MONUMENTED       CGS
 AX0440  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0440
 AX0440                          STATION DESCRIPTION
 AX0440
 AX0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0440'2.8 MI NW FROM EL CAMPO.
 AX0440'2.8 MILES NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE POST OFFICE AT
 AX0440'EL CAMPO, SET IN THE EAST CORNER OF A FIELD NEAR THE NORTH CORNER OF A
 AX0440'FARM HOUSE YARD, 62.3 FEET NORTH OF THE NORTH CORNER OF THE HOUSE, 51
 AX0440'FEET SOUTHWEST OF THE CENTER-LINE OF THE HIGHWAY, 14 FEET NORTHWEST OF
 AX0440'THE CENTER-LINE OF THE PRIVATE ROAD, 2.5 FEET WEST OF THE CORNER FENCE
 AX0440'POST, 1.7 FEET SOUTHEAST OF THE REFERENCE POST. BENCH MARK DISK SET IN
 AX0440'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 AX0440
 AX0440                          STATION RECOVERY (1965)
 AX0440
 AX0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0721 ***********************************************************************
 AX0721  DESIGNATION -  T 852
 AX0721  PID         -  AX0721
 AX0721  STATE/COUNTY-  TX/WHARTON
 AX0721  USGS QUAD   -  GANADO NE (1981)
 AX0721
 AX0721                         *CURRENT SURVEY CONTROL
 AX0721  ___________________________________________________________________
 AX0721* NAD 83(1986)-  29 11 55.     (N)    096 32 47.     (W)     SCALED    
 AX0721* NAVD 88     -        32.00   (+/-2cm)     105.0    (feet)  VERTCON   
 AX0721  ___________________________________________________________________
 AX0721  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0721
 AX0721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0721
 AX0721.The horizontal coordinates were scaled from a topographic map and have
 AX0721.an estimated accuracy of +/- 6 seconds.
 AX0721
 AX0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0721.The vertical order pertains to the NGVD 29 superseded value.
 AX0721
 AX0721.The geoid height was determined by GEOID03.
 AX0721
 AX0721;                    North         East    Units  Estimated Accuracy
 AX0721;SPC TXSC     - 4,153,810.      838,570.      MT  (+/- 180 meters Scaled)
 AX0721
 AX0721                          SUPERSEDED SURVEY CONTROL
 AX0721
 AX0721  NGVD 29 (??/??/92)   32.008  (m)          105.01   (f) ADJ UNCH    2 0
 AX0721
 AX0721.Superseded values are not recommended for survey control.
 AX0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0721.See file dsdata.txt to determine how the superseded data were derived.
 AX0721
 AX0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT385324(NAD 83)
 AX0721_MARKER: DB = BENCH MARK DISK
 AX0721_SETTING: 0 = UNSPECIFIED SETTING
 AX0721_STAMPING: T 852 1943
 AX0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0721
 AX0721  HISTORY     - Date     Condition        Report By
 AX0721  HISTORY     - 1943     MONUMENTED       CGS
 AX0721
 AX0721                          STATION DESCRIPTION
 AX0721
 AX0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0721'12.4 MI N FROM GANADO.
 AX0721'0.3 MI. S.W. ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE STATION
 AX0721'AT GANADO, 12.1 MI. N. ALONG THE COUNTY ROAD, SET NEAR A FARM HOUSE,
 AX0721'ABOUT 110 FEET S.E. OF THE HOUSE, AT A 90-DEGREE TURN FROM THE W. TO
 AX0721'THE S., 64 FEET N.E. OF THE CENTERLINE OF THE ROAD, 12 FEET S. OF THE
 AX0721'S. GATE POST 1.3 FEET W. OF THE FENCE, 1.9 FEET S. OF REFERENCE POST.
 AX0721'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0908 ***********************************************************************
 AX0908  DESIGNATION -  T 853
 AX0908  PID         -  AX0908
 AX0908  STATE/COUNTY-  TX/JACKSON
 AX0908  USGS QUAD   -  CORDELE (1981)
 AX0908
 AX0908                         *CURRENT SURVEY CONTROL
 AX0908  ___________________________________________________________________
 AX0908* NAD 83(1986)-  29 08 19.     (N)    096 43 53.     (W)     SCALED    
 AX0908* NAVD 88     -        33.547  (meters)     110.06   (feet)  ADJUSTED  
 AX0908  ___________________________________________________________________
 AX0908  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0908  DYNAMIC HT  -          33.500 (meters)     109.91  (feet)  COMP
 AX0908  MODELED GRAV-     979,224.2   (mgal)                       NAVD 88
 AX0908
 AX0908  VERT ORDER  -  FIRST     CLASS I
 AX0908
 AX0908.The horizontal coordinates were scaled from a topographic map and have
 AX0908.an estimated accuracy of +/- 6 seconds.
 AX0908
 AX0908.The orthometric height was determined by differential leveling
 AX0908.and adjusted by the National Geodetic Survey in June 1991..
 AX0908
 AX0908.The geoid height was determined by GEOID03.
 AX0908
 AX0908.The dynamic height is computed by dividing the NAVD 88
 AX0908.geopotential number by the normal gravity value computed on the
 AX0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0908.degrees latitude (g = 980.6199 gals.).
 AX0908
 AX0908.The modeled gravity was interpolated from observed gravity values.
 AX0908
 AX0908;                    North         East    Units  Estimated Accuracy
 AX0908;SPC TXSC     - 4,146,800.      820,710.      MT  (+/- 180 meters Scaled)
 AX0908
 AX0908                          SUPERSEDED SURVEY CONTROL
 AX0908
 AX0908  NGVD 29 (??/??/92)   33.561  (m)          110.11   (f) ADJ UNCH    1 1
 AX0908
 AX0908.Superseded values are not recommended for survey control.
 AX0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0908.See file dsdata.txt to determine how the superseded data were derived.
 AX0908
 AX0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT206254(NAD 83)
 AX0908_MARKER: DB = BENCH MARK DISK
 AX0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0908_STAMPING: T 853 1943
 AX0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0908+STABILITY: SURFACE MOTION
 AX0908
 AX0908  HISTORY     - Date     Condition        Report By
 AX0908  HISTORY     - 1943     MONUMENTED       CGS
 AX0908  HISTORY     - 1972     GOOD             NGS
 AX0908
 AX0908                          STATION DESCRIPTION
 AX0908
 AX0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0908'2.4 MI NE FROM MORALES.
 AX0908'ABOUT 0.25 MILE EAST ALONG OLD MORALES ROAD FROM THE MORALES BAPTIST
 AX0908'CHURCH AT MORALES, THENCE 0.5 MILE NORTH ALONG A BLACK TOP ROAD,
 AX0908'THENCE 1.65 MILES EAST ALONG UPPER CORDELE ROAD, AT THE INTERSECTION
 AX0908'OF UPPER CORDELE ROAD AND SPEAKS ROAD LEADING NORTH AND HOLLINGSWORTH
 AX0908'ROAD LEADING SOUTH, 61 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 AX0908'INTERSECTION, 57 FEET NORTHEAST OF THE CENTER LINE OF SPEAKS ROAD, 33
 AX0908'FEET NORTHWEST OF THE CENTER LINE OF UPPER CORDELE ROAD, 24 1/2 FEET
 AX0908'NORTHEAST OF A FENCE CORNER, 1.6 FEET SOUTHEAST OF A FENCE LINE, 0.9
 AX0908'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, 201
 AX0908'FEET NORTHWEST OF AND ACROSS UPPER CORDELE ROAD FROM BENCH MARK B 1193
 AX0908'DESCRIBED, SET IN THE TOP OF A CONCRETE POST 1/2 FOOT BELOW THE LEVEL
 AX0908'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1652 ***********************************************************************
 AN1652  DESIGNATION -  T 855
 AN1652  PID         -  AN1652
 AN1652  STATE/COUNTY-  TX/KARNES
 AN1652  USGS QUAD   -  HELENA (1987)
 AN1652
 AN1652                         *CURRENT SURVEY CONTROL
 AN1652  ___________________________________________________________________
 AN1652* NAD 83(1986)-  28 58 32.     (N)    097 49 25.     (W)     SCALED    
 AN1652* NAVD 88     -       102.19   (+/-2cm)     335.3    (feet)  VERTCON   
 AN1652  ___________________________________________________________________
 AN1652  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AN1652
 AN1652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1652
 AN1652.The horizontal coordinates were scaled from a topographic map and have
 AN1652.an estimated accuracy of +/- 6 seconds.
 AN1652
 AN1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1652.The vertical order pertains to the NGVD 29 superseded value.
 AN1652
 AN1652.The geoid height was determined by GEOID03.
 AN1652
 AN1652;                    North         East    Units  Estimated Accuracy
 AN1652;SPC TXSC     - 4,127,170.      714,640.      MT  (+/- 180 meters Scaled)
 AN1652
 AN1652                          SUPERSEDED SURVEY CONTROL
 AN1652
 AN1652  NGVD 29 (??/??/92)  102.157  (m)          335.16   (f) ADJ UNCH    2 0
 AN1652
 AN1652.Superseded values are not recommended for survey control.
 AN1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1652.See file dsdata.txt to determine how the superseded data were derived.
 AN1652
 AN1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT146058(NAD 83)
 AN1652_MARKER: DB = BENCH MARK DISK
 AN1652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1652_SP_SET: CULVERT
 AN1652_STAMPING: T 855 1943
 AN1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1652
 AN1652  HISTORY     - Date     Condition        Report By
 AN1652  HISTORY     - 1943     MONUMENTED       CGS
 AN1652
 AN1652                          STATION DESCRIPTION
 AN1652
 AN1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1652'1.6 MI N FROM HELENA.
 AN1652'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE FOUR CORNERS AT
 AN1652'HELENA, KARNES COUNTY, IN THE TOP OF THE NORTH END OF THE EAST HEAD
 AN1652'WALL OF A 3- BY 4 FOOT CONCRETE BOX CULVERT, 14.5 FEET EAST OF THE
 AN1652'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AN1652'A STANDARD DISK, STAMPED T 855 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2445 ***********************************************************************
 AN2445  DESIGNATION -  T 855 RESET
 AN2445  PID         -  AN2445
 AN2445  STATE/COUNTY-  TX/KARNES
 AN2445  USGS QUAD   -  HELENA (1987)
 AN2445
 AN2445                         *CURRENT SURVEY CONTROL
 AN2445  ___________________________________________________________________
 AN2445* NAD 83(1986)-  28 58 32.     (N)    097 49 25.     (W)     SCALED    
 AN2445* NAVD 88     -       101.81   (+/-2cm)     334.0    (feet)  VERTCON   
 AN2445  ___________________________________________________________________
 AN2445  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AN2445
 AN2445  VERT ORDER  -  THIRD (See Below)
 AN2445
 AN2445.The horizontal coordinates were scaled from a topographic map and have
 AN2445.an estimated accuracy of +/- 6 seconds.
 AN2445
 AN2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2445.The vertical order pertains to the NGVD 29 superseded value.
 AN2445
 AN2445.The geoid height was determined by GEOID03.
 AN2445
 AN2445;                    North         East    Units  Estimated Accuracy
 AN2445;SPC TXSC     - 4,127,170.      714,640.      MT  (+/- 180 meters Scaled)
 AN2445
 AN2445                          SUPERSEDED SURVEY CONTROL
 AN2445
 AN2445  NGVD 29 (01/29/03)  101.78   (m)          333.9    (f) RESET       3  
 AN2445
 AN2445.Superseded values are not recommended for survey control.
 AN2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2445.See file dsdata.txt to determine how the superseded data were derived.
 AN2445
 AN2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT146058(NAD 83)
 AN2445_MARKER: DV = VERTICAL CONTROL DISK
 AN2445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2445_SP_SET: HEADWALL
 AN2445_STAMPING: T 855 RESET 1971
 AN2445_MARK LOGO: NGS   
 AN2445_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2445+STABILITY: SURFACE MOTION
 AN2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2445+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AN2445
 AN2445  HISTORY     - Date     Condition        Report By
 AN2445  HISTORY     - 1971     MONUMENTED       TXHD
 AN2445  HISTORY     - 20040917 GOOD             USPSQD
 AN2445
 AN2445                          STATION DESCRIPTION
 AN2445
 AN2445'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1971
 AN2445'1.5 MILES NORTH ALONG STATE HIGHWAY 80 FROM FOUR CORNERS IN HELENA, IN
 AN2445'THE TOP OF THE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 AN2445'8 FEET FROM THE NORTH END OF THE EAST HEADWALL, AND 42.0 FEET EAST
 AN2445'FROM THE CENTERLINE OF THE HIGHWAY, ABOUT 2 FEET BELOW THE HIGHWAY.
 AN2445
 AN2445                          STATION RECOVERY (2004)
 AN2445
 AN2445'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1939 ***********************************************************************
 AX1939  DESIGNATION -  T 856
 AX1939  PID         -  AX1939
 AX1939  STATE/COUNTY-  TX/KARNES
 AX1939  USGS QUAD   -  ECLETO (1987)
 AX1939
 AX1939                         *CURRENT SURVEY CONTROL
 AX1939  ___________________________________________________________________
 AX1939* NAD 83(1986)-  29 07 07.     (N)    097 48 39.     (W)     SCALED    
 AX1939* NAVD 88     -       109.57   (+/-2cm)     359.5    (feet)  VERTCON   
 AX1939  ___________________________________________________________________
 AX1939  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AX1939
 AX1939  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1939
 AX1939.The horizontal coordinates were scaled from a topographic map and have
 AX1939.an estimated accuracy of +/- 6 seconds.
 AX1939
 AX1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1939.The vertical order pertains to the NGVD 29 superseded value.
 AX1939
 AX1939.The geoid height was determined by GEOID03.
 AX1939
 AX1939;                    North         East    Units  Estimated Accuracy
 AX1939;SPC TXSC     - 4,143,030.      715,720.      MT  (+/- 180 meters Scaled)
 AX1939
 AX1939                          SUPERSEDED SURVEY CONTROL
 AX1939
 AX1939  NGVD 29 (??/??/92)  109.527  (m)          359.34   (f) ADJ UNCH    2 0
 AX1939
 AX1939.Superseded values are not recommended for survey control.
 AX1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1939.See file dsdata.txt to determine how the superseded data were derived.
 AX1939
 AX1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT156217(NAD 83)
 AX1939_MARKER: DB = BENCH MARK DISK
 AX1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1939_STAMPING: T 856 1943
 AX1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1939+STABILITY: SURFACE MOTION
 AX1939
 AX1939  HISTORY     - Date     Condition        Report By
 AX1939  HISTORY     - 1943     MONUMENTED       CGS
 AX1939  HISTORY     - 20050405 MARK NOT FOUND   USPSQD
 AX1939
 AX1939                          STATION DESCRIPTION
 AX1939
 AX1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1939'1.75 MI SW FROM GILLETT.
 AX1939'TO REACH FROM THE POST OFFICE AT GILLETT, PROCEED 0.75 MILE SOUTHERLY
 AX1939'ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING
 AX1939'SOUTHWEST, THENCE 1.0 MILE SOUTHWESTERLY ALONG A DIRT ROAD TO SITE OF
 AX1939'BENCH MARK.  BENCH MARK IS 0.1 MILE SOUTHWEST OF A CURVE IN THE ROAD.
 AX1939'IT IS 28.5 FEET SOUTHEAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE
 AX1939'OF THE ROAD AND IN LINE TANGENT WITH THE CENTERLINE OF A GATE IN THE
 AX1939'NORTHWEST RIGHT-OF-WAY FENCE AND 2.4 FEET NORTHEAST OF A 4X4 INCH
 AX1939'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1939
 AX1939                          STATION RECOVERY (2005)
 AX1939
 AX1939'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1939'DESCRIPTION WOULD LOCATE MARK IN FOUR FOOT DEEP HIGHWAY DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1952 ***********************************************************************
 AX1952  DESIGNATION -  T 857
 AX1952  PID         -  AX1952
 AX1952  STATE/COUNTY-  TX/DE WITT
 AX1952  USGS QUAD   -  GARFIELD (1987)
 AX1952
 AX1952                         *CURRENT SURVEY CONTROL
 AX1952  ___________________________________________________________________
 AX1952* NAD 83(1986)-  29 04 59.     (N)    097 37 38.     (W)     SCALED    
 AX1952* NAVD 88     -       129.58   (+/-2cm)     425.1    (feet)  VERTCON   
 AX1952  ___________________________________________________________________
 AX1952  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AX1952
 AX1952  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1952
 AX1952.The horizontal coordinates were scaled from a topographic map and have
 AX1952.an estimated accuracy of +/- 6 seconds.
 AX1952
 AX1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1952.The vertical order pertains to the NGVD 29 superseded value.
 AX1952
 AX1952.The geoid height was determined by GEOID03.
 AX1952
 AX1952;                    North         East    Units  Estimated Accuracy
 AX1952;SPC TXSC     - 4,139,290.      733,640.      MT  (+/- 180 meters Scaled)
 AX1952
 AX1952                          SUPERSEDED SURVEY CONTROL
 AX1952
 AX1952  NGVD 29 (??/??/92)  129.552  (m)          425.04   (f) ADJ UNCH    2 0
 AX1952
 AX1952.Superseded values are not recommended for survey control.
 AX1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1952.See file dsdata.txt to determine how the superseded data were derived.
 AX1952
 AX1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT336179(NAD 83)
 AX1952_MARKER: DB = BENCH MARK DISK
 AX1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1952_STAMPING: T 857 1943
 AX1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1952+STABILITY: SURFACE MOTION
 AX1952
 AX1952  HISTORY     - Date     Condition        Report By
 AX1952  HISTORY     - 1943     MONUMENTED       CGS
 AX1952  HISTORY     - 1961     GOOD             USGS
 AX1952
 AX1952                          STATION DESCRIPTION
 AX1952
 AX1952'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AX1952'10.3 MI NW FROM YORKTOWN.
 AX1952'YORKTOWN, 8.1 MI NW ALONG ST HWY 119 FROM THE JCT OF ST HWY 72.  TO
 AX1952'DUFFIES GROCERY (DAVY).  THENCE 2.2 MI. NW ALONG OLD HWY TO T-RD. 148
 AX1952'FT S OF T-RD.  33 FT W OF ROAD, 65 FT SE OF YARD FENCE, (3 FT W OF
 AX1952'POWER LINE POLE, IN CONC. POST PROJ 0.3 FT.) STD DISK STAMPED T 857
 AX1952'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1638 ***********************************************************************
 AN1638  DESIGNATION -  T 858
 AN1638  PID         -  AN1638
 AN1638  STATE/COUNTY-  TX/KARNES
 AN1638  USGS QUAD   -  HELENA (1987)
 AN1638
 AN1638                         *CURRENT SURVEY CONTROL
 AN1638  ___________________________________________________________________
 AN1638* NAD 83(1986)-  28 58 09.     (N)    097 46 00.     (W)     SCALED    
 AN1638* NAVD 88     -        95.08   (+/-2cm)     311.9    (feet)  VERTCON   
 AN1638  ___________________________________________________________________
 AN1638  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN1638
 AN1638  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1638
 AN1638.The horizontal coordinates were scaled from a topographic map and have
 AN1638.an estimated accuracy of +/- 6 seconds.
 AN1638
 AN1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1638.The vertical order pertains to the NGVD 29 superseded value.
 AN1638
 AN1638.The geoid height was determined by GEOID03.
 AN1638
 AN1638;                    North         East    Units  Estimated Accuracy
 AN1638;SPC TXSC     - 4,126,520.      720,190.      MT  (+/- 180 meters Scaled)
 AN1638
 AN1638                          SUPERSEDED SURVEY CONTROL
 AN1638
 AN1638  NGVD 29 (??/??/92)   95.052  (m)          311.85   (f) ADJ UNCH    2 0
 AN1638
 AN1638.Superseded values are not recommended for survey control.
 AN1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1638.See file dsdata.txt to determine how the superseded data were derived.
 AN1638
 AN1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT201051(NAD 83)
 AN1638_MARKER: DB = BENCH MARK DISK
 AN1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1638_STAMPING: T 858 1943
 AN1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1638+STABILITY: SURFACE MOTION
 AN1638
 AN1638  HISTORY     - Date     Condition        Report By
 AN1638  HISTORY     - 1943     MONUMENTED       CGS
 AN1638
 AN1638                          STATION DESCRIPTION
 AN1638
 AN1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1638'0.3 MI SE FROM HELENA.
 AN1638'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE FOUR CORNERS AT
 AN1638'HELENA, KARNES COUNTY, THENCE ABOUT 4.2 MILES NORTHEAST ALONG A DIRT
 AN1638'ROAD.  10.4 FEET WEST OF A T-CORNER FENCE POST, 20.5 FEET NORTH OF THE
 AN1638'CENTER LINE OF THE ROAD, 6.2 FEET WEST OF A 1-FOOT MESQUITE TREE, 3.1
 AN1638'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 AN1638'ROAD.  A STANDARD DISK, STAMPED T 858 1943 AND SET IN THE TOP OF A
 AN1638'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1962 ***********************************************************************
 AX1962  DESIGNATION -  T 859
 AX1962  PID         -  AX1962
 AX1962  STATE/COUNTY-  TX/DE WITT
 AX1962  USGS QUAD   -  NEW DAVY (1987)
 AX1962
 AX1962                         *CURRENT SURVEY CONTROL
 AX1962  ___________________________________________________________________
 AX1962* NAD 83(1986)-  29 04 08.     (N)    097 36 20.     (W)     SCALED    
 AX1962* NAVD 88     -       138.44   (+/-2cm)     454.2    (feet)  VERTCON   
 AX1962  ___________________________________________________________________
 AX1962  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX1962
 AX1962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1962
 AX1962.The horizontal coordinates were scaled from a topographic map and have
 AX1962.an estimated accuracy of +/- 6 seconds.
 AX1962
 AX1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1962.The vertical order pertains to the NGVD 29 superseded value.
 AX1962
 AX1962.The geoid height was determined by GEOID03.
 AX1962
 AX1962;                    North         East    Units  Estimated Accuracy
 AX1962;SPC TXSC     - 4,137,740.      735,760.      MT  (+/- 180 meters Scaled)
 AX1962
 AX1962                          SUPERSEDED SURVEY CONTROL
 AX1962
 AX1962  NGVD 29 (??/??/92)  138.418  (m)          454.13   (f) ADJ UNCH    2 0
 AX1962
 AX1962.Superseded values are not recommended for survey control.
 AX1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1962.See file dsdata.txt to determine how the superseded data were derived.
 AX1962
 AX1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT357164(NAD 83)
 AX1962_MARKER: DB = BENCH MARK DISK
 AX1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1962_STAMPING: T 859 1943
 AX1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1962+STABILITY: SURFACE MOTION
 AX1962
 AX1962  HISTORY     - Date     Condition        Report By
 AX1962  HISTORY     - 1943     MONUMENTED       CGS
 AX1962
 AX1962                          STATION DESCRIPTION
 AX1962
 AX1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1962'1.0 MI NE FROM DAVY.
 AX1962'TO REACH FROM THE SCHOOL BUILDING AT DAVY, PROCEED 1.0 MILE
 AX1962'NORTHEASTERLY ALONG A DIRT ROAD TO THE TOP OF A HILL AND SITE OF BENCH
 AX1962'MARK.  BENCH MARK IS 0.25 MILE SOUTHWEST OF A CURVE IN THE ROAD. IT IS
 AX1962'25.0 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AX1962'ROAD, 3.2 FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE AND 2.8
 AX1962'FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX1962'PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0454 ***********************************************************************
 AX0454  DESIGNATION -  T 860
 AX0454  PID         -  AX0454
 AX0454  STATE/COUNTY-  TX/COLORADO
 AX0454  USGS QUAD   -  GARWOOD (1981)
 AX0454
 AX0454                         *CURRENT SURVEY CONTROL
 AX0454  ___________________________________________________________________
 AX0454* NAD 83(1986)-  29 25 22.     (N)    096 28 43.     (W)     SCALED    
 AX0454* NAVD 88     -        49.83   (+/-2cm)     163.5    (feet)  VERTCON   
 AX0454  ___________________________________________________________________
 AX0454  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0454
 AX0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0454
 AX0454.The horizontal coordinates were scaled from a topographic map and have
 AX0454.an estimated accuracy of +/- 6 seconds.
 AX0454
 AX0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0454.The vertical order pertains to the NGVD 29 superseded value.
 AX0454
 AX0454.The geoid height was determined by GEOID03.
 AX0454
 AX0454;                    North         East    Units  Estimated Accuracy
 AX0454;SPC TXSC     - 4,178,790.      844,620.      MT  (+/- 180 meters Scaled)
 AX0454
 AX0454                          SUPERSEDED SURVEY CONTROL
 AX0454
 AX0454  NGVD 29 (??/??/92)   49.828  (m)          163.48   (f) ADJ UNCH    2 0
 AX0454
 AX0454.Superseded values are not recommended for survey control.
 AX0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0454.See file dsdata.txt to determine how the superseded data were derived.
 AX0454
 AX0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT446574(NAD 83)
 AX0454_MARKER: DB = BENCH MARK DISK
 AX0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0454_STAMPING: T-860 1943
 AX0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0454+STABILITY: SURFACE MOTION
 AX0454
 AX0454  HISTORY     - Date     Condition        Report By
 AX0454  HISTORY     - 1943     MONUMENTED       CGS
 AX0454
 AX0454                          STATION DESCRIPTION
 AX0454
 AX0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0454'5.4 MI NW FROM GARWOOD.
 AX0454'0.6 MILE NORTH ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT GARWOOD,
 AX0454'THENCE 4.8 MILES NORTHWEST ALONG THE COUNTY ROAD, SET AT A T ROAD, 27
 AX0454'FEET EAST OF THE CENTER-LINES OF THE MAIN ROAD AND THE PRIVATE ROAD
 AX0454'LEADING NORTHWEST, 21 FEET SOUTHEAST OF THE CENTER-LINE OF THE MAIN
 AX0454'ROAD, 57 FEET NORTHEAST OF THE NORTHEAST GATE POST, 8.3 FEET SOUTHWEST
 AX0454'OF THE 3-WAY CORNER FENCE POST, 1.8 FEET SOUTHEAST OF THE FENCE, 1.9
 AX0454'FEET NORTHEAST OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A
 AX0454'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0455 ***********************************************************************
 AX0455  DESIGNATION -  T 860 RESET 1954
 AX0455  PID         -  AX0455
 AX0455  STATE/COUNTY-  TX/COLORADO
 AX0455  USGS QUAD   -  GARWOOD (1981)
 AX0455
 AX0455                         *CURRENT SURVEY CONTROL
 AX0455  ___________________________________________________________________
 AX0455* NAD 83(1986)-  29 25 22.     (N)    096 28 44.     (W)     SCALED    
 AX0455* NAVD 88     -        49.99   (+/-2cm)     164.0    (feet)  VERTCON   
 AX0455  ___________________________________________________________________
 AX0455  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0455
 AX0455  VERT ORDER  -  THIRD (See Below)
 AX0455
 AX0455.The horizontal coordinates were scaled from a topographic map and have
 AX0455.an estimated accuracy of +/- 6 seconds.
 AX0455
 AX0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0455.The vertical order pertains to the NGVD 29 superseded value.
 AX0455
 AX0455.The geoid height was determined by GEOID03.
 AX0455
 AX0455;                    North         East    Units  Estimated Accuracy
 AX0455;SPC TXSC     - 4,178,790.      844,600.      MT  (+/- 180 meters Scaled)
 AX0455
 AX0455                          SUPERSEDED SURVEY CONTROL
 AX0455
 AX0455  NGVD 29 (??/??/??)   49.98   (m)          164.0    (f) RESET       3  
 AX0455
 AX0455.Superseded values are not recommended for survey control.
 AX0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0455.See file dsdata.txt to determine how the superseded data were derived.
 AX0455
 AX0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT445574(NAD 83)
 AX0455_MARKER: DB = BENCH MARK DISK
 AX0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0455_STAMPING: T 860 RESET 1954
 AX0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0455+STABILITY: SURFACE MOTION
 AX0455
 AX0455  HISTORY     - Date     Condition        Report By
 AX0455  HISTORY     - 1954     MONUMENTED       TXHD
 AX0455
 AX0455                          STATION DESCRIPTION
 AX0455
 AX0455'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AX0455'5.0 MI SW FROM GARWOOD.
 AX0455'5.0 MILES SOUTHWEST ALONG FARM-TO-MARKET HIGHWAY 1693 FROM THE
 AX0455'JUNCTION OF STATE HIGHWAY 71 AT GARWOOD, COLORADO COUNTY, AT THE
 AX0455'JUNCTION OF A PRIVATE ROAD LEADING NORTHWEST, 46.6 FEET EAST OF THE
 AX0455'CENTER OF THE JUNCTION, 45.6 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AX0455'HIGHWAY, 15.6 FEET SOUTHWEST OF THE PROJECTED LINE OF A CROSS FENCE,
 AX0455'AT THE TOE OF THE NORTHWEST BANK OF A CANAL, AND 2.2 FEET NORTHEAST OF
 AX0455'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T 860 RESET
 AX0455'1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AX0455'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0951 ***********************************************************************
 AN0951  DESIGNATION -  T 861
 AN0951  PID         -  AN0951
 AN0951  STATE/COUNTY-  TX/GOLIAD
 AN0951  USGS QUAD   -  GOLIAD (1987)
 AN0951
 AN0951                         *CURRENT SURVEY CONTROL
 AN0951  ___________________________________________________________________
 AN0951* NAD 83(1986)-  28 39 49.     (N)    097 23 12.     (W)     SCALED    
 AN0951* NAVD 88     -        43.41   (+/-2cm)     142.4    (feet)  VERTCON   
 AN0951  ___________________________________________________________________
 AN0951  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0951
 AN0951  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0951
 AN0951.The horizontal coordinates were scaled from a topographic map and have
 AN0951.an estimated accuracy of +/- 6 seconds.
 AN0951
 AN0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0951.The vertical order pertains to the NGVD 29 superseded value.
 AN0951
 AN0951.The geoid height was determined by GEOID03.
 AN0951
 AN0951;                    North         East    Units  Estimated Accuracy
 AN0951;SPC TXSC     - 4,093,110.      757,690.      MT  (+/- 180 meters Scaled)
 AN0951
 AN0951                          SUPERSEDED SURVEY CONTROL
 AN0951
 AN0951  NGVD 29 (??/??/92)   43.469  (m)          142.61   (f) ADJ UNCH    2 0
 AN0951
 AN0951.Superseded values are not recommended for survey control.
 AN0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0951.See file dsdata.txt to determine how the superseded data were derived.
 AN0951
 AN0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS576717(NAD 83)
 AN0951_MARKER: DB = BENCH MARK DISK
 AN0951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0951_SP_SET: ABUTMENT
 AN0951_STAMPING: T 861 1943
 AN0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0951
 AN0951  HISTORY     - Date     Condition        Report By
 AN0951  HISTORY     - 1943     MONUMENTED       CGS
 AN0951  HISTORY     - 1990     GOOD             USPSQD
 AN0951
 AN0951                          STATION DESCRIPTION
 AN0951
 AN0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0951'0.4 MI S FROM GOLIAD.
 AN0951'0.4 MILE SOUTH ALONG U.S. HIGHWAY 77 A FROM THE COURTHOUSE AT GOLIAD,
 AN0951'GOLIAD COUNTY, AT THE NORTHWEST CORNER OF A CONCRETE HIGHWAY AND
 AN0951'RAILROAD UNDERPASS, IN THE FACE OF THE NORTHEAST ABUTMENT, 21 FEET
 AN0951'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.9 FEET ABOVE THE
 AN0951'SIDEWALK.  A STANDARD DISK, STAMPED T 861 1943 AND SET VERTICALLY.
 AN0951'NOTE-- THE ORIGINAL DESCRIPTION HAS STATE HIGHWAY 29 INSTEAD OF U.S.
 AN0951'HIGHWAY 77A.
 AN0951
 AN0951                          STATION RECOVERY (1990)
 AN0951
 AN0951'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1450 ***********************************************************************
 AN1450  DESIGNATION -  T 864
 AN1450  PID         -  AN1450
 AN1450  STATE/COUNTY-  TX/REFUGIO
 AN1450  USGS QUAD   -  REFUGIO SW (1978)
 AN1450
 AN1450                         *CURRENT SURVEY CONTROL
 AN1450  ___________________________________________________________________
 AN1450* NAD 83(1986)-  28 18 18.     (N)    097 24 15.     (W)     SCALED    
 AN1450* NAVD 88     -        22.05   (+/-2cm)      72.3    (feet)  VERTCON   
 AN1450  ___________________________________________________________________
 AN1450  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1450
 AN1450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1450
 AN1450.The horizontal coordinates were scaled from a topographic map and have
 AN1450.an estimated accuracy of +/- 6 seconds.
 AN1450
 AN1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1450.The vertical order pertains to the NGVD 29 superseded value.
 AN1450
 AN1450.The geoid height was determined by GEOID03.
 AN1450
 AN1450;                    North         East    Units  Estimated Accuracy
 AN1450;SPC TXSC     - 4,053,340.      756,520.      MT  (+/- 180 meters Scaled)
 AN1450
 AN1450                          SUPERSEDED SURVEY CONTROL
 AN1450
 AN1450  NGVD 29 (??/??/92)   22.18   (m)           72.8    (f) COMPUTED    2 0
 AN1450
 AN1450.Superseded values are not recommended for survey control.
 AN1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1450.See file dsdata.txt to determine how the superseded data were derived.
 AN1450
 AN1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS564320(NAD 83)
 AN1450_MARKER: DB = BENCH MARK DISK
 AN1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1450_STAMPING: T 864 1943
 AN1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1450+STABILITY: SURFACE MOTION
 AN1450
 AN1450  HISTORY     - Date     Condition        Report By
 AN1450  HISTORY     - 1943     MONUMENTED       CGS
 AN1450  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1450  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1450  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1450
 AN1450                          STATION DESCRIPTION
 AN1450
 AN1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1450'6.5 MI NW FROM WOODSBORO.
 AN1450'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE MISSOURI PACIFIC
 AN1450'RAILROAD STATION AT WOODSBORO, REFUGIO COUNTY, THENCE 6.2 MILES
 AN1450'NORTHWEST ALONG A COUNTY ROAD.  200 FEET NORTH OF A FARMHOUSE, 54 FEET
 AN1450'SOUTH OF THE CENTERLINE OF THE ROAD, 2.2 FEET SOUTHEAST OF A FENCE
 AN1450'CORNER, AND 1.6 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AN1450'DISK, STAMPED T 864 1943 AND SET IN THE TOP OF A CONCRETE POST
 AN1450'PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1450
 AN1450                          STATION RECOVERY (1973)
 AN1450
 AN1450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1450'MARK NOT FOUND.
 AN1450
 AN1450                          STATION RECOVERY (1994)
 AN1450
 AN1450'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1450'MARK NOT FOUND.
 AN1450
 AN1450                          STATION RECOVERY (1999)
 AN1450
 AN1450'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1713 ***********************************************************************
 AX1713  DESIGNATION -  T 866 RESET 1961
 AX1713  PID         -  AX1713
 AX1713  STATE/COUNTY-  TX/DE WITT
 AX1713  USGS QUAD   -  TERRYVILLE (1987)
 AX1713
 AX1713                         *CURRENT SURVEY CONTROL
 AX1713  ___________________________________________________________________
 AX1713* NAD 83(1986)-  29 11 34.     (N)    097 03 59.     (W)     SCALED    
 AX1713* NAVD 88     -        67.21   (+/-2cm)     220.5    (feet)  VERTCON   
 AX1713  ___________________________________________________________________
 AX1713  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX1713
 AX1713  VERT ORDER  -  THIRD (See Below)
 AX1713
 AX1713.The horizontal coordinates were scaled from a topographic map and have
 AX1713.an estimated accuracy of +/- 6 seconds.
 AX1713
 AX1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1713.The vertical order pertains to the NGVD 29 superseded value.
 AX1713
 AX1713.The geoid height was determined by GEOID03.
 AX1713
 AX1713;                    North         East    Units  Estimated Accuracy
 AX1713;SPC TXSC     - 4,152,220.      788,030.      MT  (+/- 180 meters Scaled)
 AX1713
 AX1713                          SUPERSEDED SURVEY CONTROL
 AX1713
 AX1713  NGVD 29 (??/??/??)   67.22   (m)          220.5    (f) RESET       3  
 AX1713
 AX1713.Superseded values are not recommended for survey control.
 AX1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1713.See file dsdata.txt to determine how the superseded data were derived.
 AX1713
 AX1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT880308(NAD 83)
 AX1713_MARKER: DB = BENCH MARK DISK
 AX1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1713_STAMPING: T 866 RESET 1961
 AX1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1713+STABILITY: SURFACE MOTION
 AX1713
 AX1713  HISTORY     - Date     Condition        Report By
 AX1713  HISTORY     - 1961     MONUMENTED       TXHD
 AX1713  HISTORY     - 1961     GOOD             NGS
 AX1713  HISTORY     - 1962     GOOD             USGS
 AX1713
 AX1713                          STATION DESCRIPTION
 AX1713
 AX1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1713'5.4 MI SW FROM HOPE.
 AX1713'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- GO WESTERLY ON THE
 AX1713'HOPE-STRATTON ROAD 1.2 MILES TO JUNCTION OF FARM ROAD 111.  TURN
 AX1713'RIGHT, SOUTHERLY, ON FARM ROAD 111 FOR 1.0 MILE TO F.M. 1447.  TURN
 AX1713'LEFT AND FOLLOW F.M. 1447 FOR 3.15 MILES TO BENCH MARK ON THE LEFT.
 AX1713'(THIS BENCH MARK IS ALSO 0.4 MILE NORTHEAST OF AN ASPHALT ROAD
 AX1713'INTERSECTION AT TERRYVILLE.)  IT IS 150 FEET NORTHEAST OF A FIELD
 AX1713'ENTRANCE ROAD, 125 FEET WEST OF A CONCRETE CULVERT, 69 FEET SOUTHEAST
 AX1713'OF THE CENTER OF F.M. 1447, 8 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT
 AX1713'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A METAL
 AX1713'WITNESS POST.  A STANDARD DISK STAMPED T 866 RESET 1967, IS SET IN A
 AX1713'4IN. X 6IN. CONCRETE POST. PROJECTING 2 INCHES.
 AX1713
 AX1713                          STATION RECOVERY (1962)
 AX1713
 AX1713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX1713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0787 ***********************************************************************
 AX0787  DESIGNATION -  T 867
 AX0787  PID         -  AX0787
 AX0787  STATE/COUNTY-  TX/LAVACA
 AX0787  USGS QUAD   -  EZZELL (1981)
 AX0787
 AX0787                         *CURRENT SURVEY CONTROL
 AX0787  ___________________________________________________________________
 AX0787* NAD 83(1986)-  29 17 04.     (N)    096 57 26.     (W)     SCALED    
 AX0787* NAVD 88     -        64.40   (+/-2cm)     211.3    (feet)  VERTCON   
 AX0787  ___________________________________________________________________
 AX0787  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0787
 AX0787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0787
 AX0787.The horizontal coordinates were scaled from a topographic map and have
 AX0787.an estimated accuracy of +/- 6 seconds.
 AX0787
 AX0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0787.The vertical order pertains to the NGVD 29 superseded value.
 AX0787
 AX0787.The geoid height was determined by GEOID03.
 AX0787
 AX0787;                    North         East    Units  Estimated Accuracy
 AX0787;SPC TXSC     - 4,162,560.      798,460.      MT  (+/- 180 meters Scaled)
 AX0787
 AX0787                          SUPERSEDED SURVEY CONTROL
 AX0787
 AX0787  NGVD 29 (??/??/92)   64.406  (m)          211.31   (f) ADJ UNCH    2 0
 AX0787
 AX0787.Superseded values are not recommended for survey control.
 AX0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0787.See file dsdata.txt to determine how the superseded data were derived.
 AX0787
 AX0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT984412(NAD 83)
 AX0787_MARKER: DB = BENCH MARK DISK
 AX0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0787_STAMPING: T 867 1943
 AX0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0787+STABILITY: SURFACE MOTION
 AX0787
 AX0787  HISTORY     - Date     Condition        Report By
 AX0787  HISTORY     - 1943     MONUMENTED       CGS
 AX0787  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0787
 AX0787                          STATION DESCRIPTION
 AX0787
 AX0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0787'3.95 MI W FROM EZZELL.
 AX0787'TO REACH FROM THE SCHOOLHOUSE AT EZZELL-- PROCEED 3.95 MILES WESTERLY
 AX0787'ALONG THE EZZELL-KOERTH ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX0787'ABOUT 0.2 MILE WEST OF A TRACK ROAD INTERSECTION LEADING SOUTH, ABOUT
 AX0787'0.1 MILE WEST OF A SMALL FRAME HOUSE ON THE SOUTH SIDE OF ROAD, AND
 AX0787'ABOUT 0.1 MILE EAST OF A SMALL WOODEN BRIDGE.  IT IS 30.5 FEET SOUTH
 AX0787'OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF ROAD, 10.0 FEET
 AX0787'SOUTHWEST OF A DIAGONAL FENCE CORNER, 1.2 FEET WEST OF THE FENCE, AND
 AX0787'3.5 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AX0787'0.5 FOOT.  STAMPED T 867 1943.
 AX0787
 AX0787                          STATION RECOVERY (1997)
 AX0787
 AX0787'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0771 ***********************************************************************
 AX0771  DESIGNATION -  T 868
 AX0771  PID         -  AX0771
 AX0771  STATE/COUNTY-  TX/LAVACA
 AX0771  USGS QUAD   -  HALLETTSVILLE SE (1981)
 AX0771
 AX0771                         *CURRENT SURVEY CONTROL
 AX0771  ___________________________________________________________________
 AX0771* NAD 83(1986)-  29 15 46.     (N)    096 52 21.     (W)     SCALED    
 AX0771* NAVD 88     -        50.66   (+/-2cm)     166.2    (feet)  VERTCON   
 AX0771  ___________________________________________________________________
 AX0771  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0771
 AX0771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0771
 AX0771.The horizontal coordinates were scaled from a topographic map and have
 AX0771.an estimated accuracy of +/- 6 seconds.
 AX0771
 AX0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0771.The vertical order pertains to the NGVD 29 superseded value.
 AX0771
 AX0771.The geoid height was determined by GEOID03.
 AX0771
 AX0771;                    North         East    Units  Estimated Accuracy
 AX0771;SPC TXSC     - 4,160,300.      806,740.      MT  (+/- 180 meters Scaled)
 AX0771
 AX0771                          SUPERSEDED SURVEY CONTROL
 AX0771
 AX0771  NGVD 29 (??/??/92)   50.678  (m)          166.27   (f) ADJ UNCH    2 0
 AX0771
 AX0771.Superseded values are not recommended for survey control.
 AX0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0771.See file dsdata.txt to determine how the superseded data were derived.
 AX0771
 AX0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT067389(NAD 83)
 AX0771_MARKER: DB = BENCH MARK DISK
 AX0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0771_STAMPING: T 868 1943
 AX0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0771+STABILITY: SURFACE MOTION
 AX0771
 AX0771  HISTORY     - Date     Condition        Report By
 AX0771  HISTORY     - 1943     MONUMENTED       CGS
 AX0771
 AX0771                          STATION DESCRIPTION
 AX0771
 AX0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0771'2.1 MI SE FROM EZZELL.
 AX0771'TO REACH FROM THE SCHOOL AT EZZELL-- PROCEED 2.1 MILES SOUTHEASTERLY
 AX0771'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE
 AX0771'EAST OF A FRAME HOUSE ON THE NORTHEAST SIDE OF ROAD, ABOUT 0.1 MILE
 AX0771'WEST OF A WOODEN GATE AND A RANCH ROAD INTERSECTION LEADING NORTH, AND
 AX0771'ABOUT 400.0 FEET EAST OF A LARGE WOODEN CULVERT OVER A RAVINE. IT IS
 AX0771'23.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX0771'ROAD, 11.0 FEET NORTHWEST OF A 24-INCH OAK TREE IN LINE WITH THE
 AX0771'RIGHT-OF-WAY FENCE, 6.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 3.0
 AX0771'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2
 AX0771'FOOT.  STAMPED T 868 1943
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0869 ***********************************************************************
 AX0869  DESIGNATION -  T 869
 AX0869  PID         -  AX0869
 AX0869  STATE/COUNTY-  TX/JACKSON
 AX0869  USGS QUAD   -  NAVIDAD (1981)
 AX0869
 AX0869                         *CURRENT SURVEY CONTROL
 AX0869  ___________________________________________________________________
 AX0869* NAD 83(1986)-  29 03 56.     (N)    096 52 01.     (W)     SCALED    
 AX0869* NAVD 88     -        34.31   (+/-2cm)     112.6    (feet)  VERTCON   
 AX0869  ___________________________________________________________________
 AX0869  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0869
 AX0869  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0869
 AX0869.The horizontal coordinates were scaled from a topographic map and have
 AX0869.an estimated accuracy of +/- 6 seconds.
 AX0869
 AX0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0869.The vertical order pertains to the NGVD 29 superseded value.
 AX0869
 AX0869.The geoid height was determined by GEOID03.
 AX0869
 AX0869;                    North         East    Units  Estimated Accuracy
 AX0869;SPC TXSC     - 4,138,460.      807,670.      MT  (+/- 180 meters Scaled)
 AX0869
 AX0869                          SUPERSEDED SURVEY CONTROL
 AX0869
 AX0869  NGVD 29 (??/??/92)   34.342  (m)          112.67   (f) ADJ UNCH    2 0
 AX0869
 AX0869.Superseded values are not recommended for survey control.
 AX0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0869.See file dsdata.txt to determine how the superseded data were derived.
 AX0869
 AX0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT076171(NAD 83)
 AX0869_MARKER: DB = BENCH MARK DISK
 AX0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0869_STAMPING: T 869 1943
 AX0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0869+STABILITY: SURFACE MOTION
 AX0869
 AX0869  HISTORY     - Date     Condition        Report By
 AX0869  HISTORY     - 1943     MONUMENTED       CGS
 AX0869
 AX0869                          STATION DESCRIPTION
 AX0869
 AX0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0869'7.25 MI W FROM NAVIDAD.
 AX0869'TO REACH FROM THE SCHOOL AT NAVIDAD-- PROCEED 7.25 MILES WESTERLY
 AX0869'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.65
 AX0869'MILE EAST OF A CATTLE GUARD AND A T-ROAD INTERSECTION, 38.0 FEET SOUTH
 AX0869'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, AND 3.6
 AX0869'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AX0869'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0850 ***********************************************************************
 AX0850  DESIGNATION -  T 870
 AX0850  PID         -  AX0850
 AX0850  STATE/COUNTY-  TX/VICTORIA
 AX0850  USGS QUAD   -  PECK BRANCH (1981)
 AX0850
 AX0850                         *CURRENT SURVEY CONTROL
 AX0850  ___________________________________________________________________
 AX0850* NAD 83(1986)-  29 03 07.     (N)    096 58 24.     (W)     SCALED    
 AX0850* NAVD 88     -        47.44   (+/-2cm)     155.6    (feet)  VERTCON   
 AX0850  ___________________________________________________________________
 AX0850  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0850
 AX0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0850
 AX0850.The horizontal coordinates were scaled from a topographic map and have
 AX0850.an estimated accuracy of +/- 6 seconds.
 AX0850
 AX0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0850.The vertical order pertains to the NGVD 29 superseded value.
 AX0850
 AX0850.The geoid height was determined by GEOID03.
 AX0850
 AX0850;                    North         East    Units  Estimated Accuracy
 AX0850;SPC TXSC     - 4,136,770.      797,340.      MT  (+/- 180 meters Scaled)
 AX0850
 AX0850                          SUPERSEDED SURVEY CONTROL
 AX0850
 AX0850  NGVD 29 (??/??/92)   47.470  (m)          155.74   (f) ADJ UNCH    2 0
 AX0850
 AX0850.Superseded values are not recommended for survey control.
 AX0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0850.See file dsdata.txt to determine how the superseded data were derived.
 AX0850
 AX0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT973154(NAD 83)
 AX0850_MARKER: DB = BENCH MARK DISK
 AX0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0850_SP_SET: CULVERT
 AX0850_STAMPING: T 870 1943
 AX0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0850
 AX0850  HISTORY     - Date     Condition        Report By
 AX0850  HISTORY     - 1943     MONUMENTED       CGS
 AX0850
 AX0850                          STATION DESCRIPTION
 AX0850
 AX0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0850'17.95 MI NW FROM INEZ.
 AX0850'TO REACH FROM THE RAILROAD STATION AT INEZ-- PROCEED 17.95 MILES
 AX0850'NORTHWESTERLY ALONG THE INEZ-SALEM-FORDTRAN ROAD TO SITE OF BENCH
 AX0850'MARK.  BENCH MARK IS ABOUT 0.35 MILE SOUTHEAST OF A CROSS ROAD
 AX0850'INTERSECTION, AND ABOUT 0.25 MILE NORTHWEST OF A SMALL WHITE FRAME
 AX0850'HOUSE ON THE NORTHEAST SIDE OF ROAD.  IT IS 13.5 FEET SOUTHWEST OF AND
 AX0850'ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD, AND SET HORIZONTALLY IN
 AX0850'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0782 ***********************************************************************
 AB0782  DESIGNATION -  T 871
 AB0782  PID         -  AB0782
 AB0782  STATE/COUNTY-  TX/HIDALGO
 AB0782  USGS QUAD   -  LA FERIA (1970)
 AB0782
 AB0782                         *CURRENT SURVEY CONTROL
 AB0782  ___________________________________________________________________
 AB0782* NAD 83(1986)-  26 09 06.     (N)    097 51 43.     (W)     SCALED    
 AB0782* NAVD 88     -        17.241  (meters)      56.56   (feet)  ADJUSTED  
 AB0782  ___________________________________________________________________
 AB0782  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AB0782  DYNAMIC HT  -          17.212 (meters)      56.47  (feet)  COMP
 AB0782  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 AB0782
 AB0782  VERT ORDER  -  FIRST     CLASS II
 AB0782
 AB0782.The horizontal coordinates were scaled from a topographic map and have
 AB0782.an estimated accuracy of +/- 6 seconds.
 AB0782
 AB0782.The orthometric height was determined by differential leveling
 AB0782.and adjusted by the National Geodetic Survey in June 1991..
 AB0782
 AB0782.The geoid height was determined by GEOID03.
 AB0782
 AB0782.The dynamic height is computed by dividing the NAVD 88
 AB0782.geopotential number by the normal gravity value computed on the
 AB0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0782.degrees latitude (g = 980.6199 gals.).
 AB0782
 AB0782.The modeled gravity was interpolated from observed gravity values.
 AB0782
 AB0782;                    North         East    Units  Estimated Accuracy
 AB0782;SPC TX S     - 5,053,900.      363,800.      MT  (+/- 180 meters Scaled)
 AB0782
 AB0782                          SUPERSEDED SURVEY CONTROL
 AB0782
 AB0782  NGVD 29 (??/??/92)   17.364  (m)           56.97   (f) ADJ UNCH    1 2
 AB0782
 AB0782.Superseded values are not recommended for survey control.
 AB0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0782.See file dsdata.txt to determine how the superseded data were derived.
 AB0782
 AB0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP137929(NAD 83)
 AB0782_MARKER: DB = BENCH MARK DISK
 AB0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0782_SP_SET: CULVERT
 AB0782_STAMPING: T 871 1943
 AB0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0782
 AB0782  HISTORY     - Date     Condition        Report By
 AB0782  HISTORY     - 1943     MONUMENTED       CGS
 AB0782  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0782
 AB0782                          STATION DESCRIPTION
 AB0782
 AB0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0782'2.3 MI W FROM LA FERIA.
 AB0782'BENCH MARK IS ABOUT 2.3 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AB0782'RAILROAD FROM THE OLD CAMERON COUNTY BANK BUILDING AT LA FERIA.  IT IS
 AB0782'ABOUT 50.0 FEET WEST OF THE CAMERON-HIDALGO COUNTY LINE, 44.0 FEET
 AB0782'SOUTH OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF THE TRACKS, 36.0
 AB0782'FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY NO. 83, AND IS SET
 AB0782'HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE BOX
 AB0782'CULVERT UNDER THE HIGHWAY.
 AB0782
 AB0782                          STATION RECOVERY (1981)
 AB0782
 AB0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0782'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1672 ***********************************************************************
 AE1672  DESIGNATION -  T 872 RESET
 AE1672  PID         -  AE1672
 AE1672  STATE/COUNTY-  TX/HIDALGO
 AE1672  USGS QUAD   -  LA JOYA (1982)
 AE1672
 AE1672                         *CURRENT SURVEY CONTROL
 AE1672  ___________________________________________________________________
 AE1672* NAD 83(1986)-  26 13 20.     (N)    098 22 53.     (W)     SCALED    
 AE1672* NAVD 88     -        39.15   (meters)     128.4    (feet)  RESET     
 AE1672  ___________________________________________________________________
 AE1672  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE1672
 AE1672  VERT ORDER  -  THIRD
 AE1672
 AE1672.The horizontal coordinates were scaled from a topographic map and have
 AE1672.an estimated accuracy of +/- 6 seconds.
 AE1672
 AE1672.The orthometric height was computed from unverified reset data.
 AE1672
 AE1672.The geoid height was determined by GEOID03.
 AE1672
 AE1672;                    North         East    Units  Estimated Accuracy
 AE1672;SPC TX S     - 5,061,560.      311,850.      MT  (+/- 180 meters Scaled)
 AE1672
 AE1672                          SUPERSEDED SURVEY CONTROL
 AE1672
 AE1672.No superseded survey control is available for this station.
 AE1672
 AE1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ617004(NAD 83)
 AE1672_MARKER: DV = VERTICAL CONTROL DISK
 AE1672_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1672_SP_SET: HEADWALL
 AE1672_STAMPING: T 872 RESET 1986
 AE1672_MARK LOGO: NGS   
 AE1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1672+STABILITY: SURFACE MOTION
 AE1672
 AE1672  HISTORY     - Date     Condition        Report By
 AE1672  HISTORY     - 1986     MONUMENTED       TXHD
 AE1672
 AE1672                          STATION DESCRIPTION
 AE1672
 AE1672'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 AE1672'GO WEST ON LP 374 FOR 2.055 MILES (3.307 KM) FROM INTERSECTION OF LP
 AE1672'374 WITH US 83 EXPRESSWAY TO A 6X2 CULVERT, MARK IS LOCATED 24 FEET
 AE1672'(7.3 M) 8 INCHES TO THE LEFT FROM CENTERLINE AT THE SOUTH PART OF THE
 AE1672'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0597 ***********************************************************************
 AE0597  DESIGNATION -  T 873 RESET 1953
 AE0597  PID         -  AE0597
 AE0597  STATE/COUNTY-  TX/STARR
 AE0597  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0597
 AE0597                         *CURRENT SURVEY CONTROL
 AE0597  ___________________________________________________________________
 AE0597* NAD 83(1986)-  26 21 32.     (N)    098 46 52.     (W)     SCALED    
 AE0597* NAVD 88     -        49.241  (meters)     161.55   (feet)  ADJUSTED  
 AE0597  ___________________________________________________________________
 AE0597  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AE0597  DYNAMIC HT  -          49.160 (meters)     161.29  (feet)  COMP
 AE0597  MODELED GRAV-     978,995.7   (mgal)                       NAVD 88
 AE0597
 AE0597  VERT ORDER  -  FIRST     CLASS II
 AE0597
 AE0597.The horizontal coordinates were scaled from a topographic map and have
 AE0597.an estimated accuracy of +/- 6 seconds.
 AE0597
 AE0597.The orthometric height was determined by differential leveling
 AE0597.and adjusted by the National Geodetic Survey in June 1991..
 AE0597
 AE0597.The geoid height was determined by GEOID03.
 AE0597
 AE0597.The dynamic height is computed by dividing the NAVD 88
 AE0597.geopotential number by the normal gravity value computed on the
 AE0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0597.degrees latitude (g = 980.6199 gals.).
 AE0597
 AE0597.The modeled gravity was interpolated from observed gravity values.
 AE0597
 AE0597;                    North         East    Units  Estimated Accuracy
 AE0597;SPC TX S     - 5,076,730.      271,940.      MT  (+/- 180 meters Scaled)
 AE0597
 AE0597                          SUPERSEDED SURVEY CONTROL
 AE0597
 AE0597  NGVD 29 (??/??/92)   49.298  (m)          161.74   (f) ADJ UNCH    1 2
 AE0597
 AE0597.Superseded values are not recommended for survey control.
 AE0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0597.See file dsdata.txt to determine how the superseded data were derived.
 AE0597
 AE0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ218154(NAD 83)
 AE0597_MARKER: DB = BENCH MARK DISK
 AE0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0597_STAMPING: T 873 RESET 1953
 AE0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0597+STABILITY: SURFACE MOTION
 AE0597
 AE0597  HISTORY     - Date     Condition        Report By
 AE0597  HISTORY     - 1953     MONUMENTED       CGS
 AE0597  HISTORY     - 1956     GOOD             NGS
 AE0597  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0597
 AE0597                          STATION DESCRIPTION
 AE0597
 AE0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0597'2.6 MI SE FROM RIO GRANDE CITY.
 AE0597'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0597'GRANDE CITY, 0.3 MILE SOUTHEAST OF A BRIDGE OVER LOS OLMOS CREEK, 59
 AE0597'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTH OF THE
 AE0597'SOUTH CORNER OF A SMALL WHITE HOUSE, 14 FEET SOUTHEAST OF THE CENTER
 AE0597'OF A GATE, 1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AE0597'CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP OF THE GROUND.
 AE0597
 AE0597                          STATION RECOVERY (1981)
 AE0597
 AE0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0597'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1120 ***********************************************************************
 AN1120  DESIGNATION -  T 874
 AN1120  PID         -  AN1120
 AN1120  STATE/COUNTY-  TX/DE WITT
 AN1120  USGS QUAD   -  YORKTOWN EAST (1987)
 AN1120
 AN1120                         *CURRENT SURVEY CONTROL
 AN1120  ___________________________________________________________________
 AN1120* NAD 83(1986)-  28 53 18.     (N)    097 28 35.     (W)     SCALED    
 AN1120* NAVD 88     -        98.57   (+/-2cm)     323.4    (feet)  VERTCON   
 AN1120  ___________________________________________________________________
 AN1120  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN1120
 AN1120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1120
 AN1120.The horizontal coordinates were scaled from a topographic map and have
 AN1120.an estimated accuracy of +/- 6 seconds.
 AN1120
 AN1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1120.The vertical order pertains to the NGVD 29 superseded value.
 AN1120
 AN1120.The geoid height was determined by GEOID03.
 AN1120
 AN1120;                    North         East    Units  Estimated Accuracy
 AN1120;SPC TXSC     - 4,117,890.      748,600.      MT  (+/- 180 meters Scaled)
 AN1120
 AN1120                          SUPERSEDED SURVEY CONTROL
 AN1120
 AN1120  NGVD 29 (??/??/92)   98.58   (m)          323.4    (f) COMPUTED    2 0
 AN1120
 AN1120.Superseded values are not recommended for survey control.
 AN1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1120.See file dsdata.txt to determine how the superseded data were derived.
 AN1120
 AN1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS485965(NAD 83)
 AN1120_MARKER: DB = BENCH MARK DISK
 AN1120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1120_SP_SET: CULVERT
 AN1120_STAMPING: T 874 1943
 AN1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1120
 AN1120  HISTORY     - Date     Condition        Report By
 AN1120  HISTORY     - 1943     MONUMENTED       CGS
 AN1120  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1120
 AN1120                          STATION DESCRIPTION
 AN1120
 AN1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1120'6.8 MI SE FROM YORKTOWN.
 AN1120'TO REACH FROM THE HIGH SCHOOL AT YORKTOWN-- PROCEED 6.8 MILES
 AN1120'SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK. BENCH
 AN1120'MARK IS ABOUT 0.3 MILE NORTHWEST OF THE DE WITT-GOLIAD COUNTY LINE,
 AN1120'15.0 FEET NORTHEAST OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF
 AN1120'HIGHWAY, AND SET HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST
 AN1120'HEADWALL OF A CONCRETE CULVERT.  NOTE-- 3.4 MILES NW OF THE MAIN INT.
 AN1120'AT WEESATCHE (STADIA).
 AN1120
 AN1120                          STATION RECOVERY (1990)
 AN1120
 AN1120'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1713 ***********************************************************************
 AN1713  DESIGNATION -  T 877
 AN1713  PID         -  AN1713
 AN1713  STATE/COUNTY-  TX/GOLIAD
 AN1713  USGS QUAD   -  CHARCO (1987)
 AN1713
 AN1713                         *CURRENT SURVEY CONTROL
 AN1713  ___________________________________________________________________
 AN1713* NAD 83(1986)-  28 44 26.     (N)    097 36 56.     (W)     SCALED    
 AN1713* NAVD 88     -        73.64   (+/-2cm)     241.6    (feet)  VERTCON   
 AN1713  ___________________________________________________________________
 AN1713  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1713
 AN1713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1713
 AN1713.The horizontal coordinates were scaled from a topographic map and have
 AN1713.an estimated accuracy of +/- 6 seconds.
 AN1713
 AN1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1713.The vertical order pertains to the NGVD 29 superseded value.
 AN1713
 AN1713.The geoid height was determined by GEOID03.
 AN1713
 AN1713;                    North         East    Units  Estimated Accuracy
 AN1713;SPC TXSC     - 4,101,350.      735,220.      MT  (+/- 180 meters Scaled)
 AN1713
 AN1713                          SUPERSEDED SURVEY CONTROL
 AN1713
 AN1713  NGVD 29 (??/??/92)   73.65   (m)          241.6    (f) COMPUTED    2 0
 AN1713
 AN1713.Superseded values are not recommended for survey control.
 AN1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1713.See file dsdata.txt to determine how the superseded data were derived.
 AN1713
 AN1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS351800(NAD 83)
 AN1713_MARKER: DB = BENCH MARK DISK
 AN1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1713_STAMPING: T 877 1943
 AN1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1713+STABILITY: SURFACE MOTION
 AN1713
 AN1713  HISTORY     - Date     Condition        Report By
 AN1713  HISTORY     - 1943     MONUMENTED       CGS
 AN1713
 AN1713                          STATION DESCRIPTION
 AN1713
 AN1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1713'IN CHARCO.
 AN1713'BENCH MARK IS AT THE FOUR CORNERS AT CHARCO.  IT IS 0.35 MILE SOUTH OF
 AN1713'THE SCHOOL BUILDING AT CHARCO, 42.0 FEET SOUTH OF AND ABOUT THE SAME
 AN1713'ELEVATION AS THE CENTERLINE OF A WIDE DIRT ROAD RUNNING EAST AND WEST,
 AN1713'27.5 FEET EAST OF THE CENTERLINE OF A DIRT ROAD RUNNING NORTH AND
 AN1713'SOUTH, 3.3 FEET SOUTH OF A TELEPHONE POLE AND 2.9 FEET NORTH OF A 4X4
 AN1713'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1714 ***********************************************************************
 AN1714  DESIGNATION -  T 877 RESET 1947
 AN1714  PID         -  AN1714
 AN1714  STATE/COUNTY-  TX/GOLIAD
 AN1714  USGS QUAD   -  CHARCO (1987)
 AN1714
 AN1714                         *CURRENT SURVEY CONTROL
 AN1714  ___________________________________________________________________
 AN1714* NAD 83(1986)-  28 44 26.     (N)    097 36 56.     (W)     SCALED    
 AN1714* NAVD 88     -        73.59   (+/-2cm)     241.4    (feet)  VERTCON   
 AN1714  ___________________________________________________________________
 AN1714  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1714
 AN1714  VERT ORDER  -  THIRD (See Below)
 AN1714
 AN1714.The horizontal coordinates were scaled from a topographic map and have
 AN1714.an estimated accuracy of +/- 6 seconds.
 AN1714
 AN1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1714.The vertical order pertains to the NGVD 29 superseded value.
 AN1714
 AN1714.The geoid height was determined by GEOID03.
 AN1714
 AN1714;                    North         East    Units  Estimated Accuracy
 AN1714;SPC TXSC     - 4,101,350.      735,220.      MT  (+/- 180 meters Scaled)
 AN1714
 AN1714                          SUPERSEDED SURVEY CONTROL
 AN1714
 AN1714  NGVD 29 (??/??/??)   73.61   (m)          241.5    (f) RESET       3  
 AN1714
 AN1714.Superseded values are not recommended for survey control.
 AN1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1714.See file dsdata.txt to determine how the superseded data were derived.
 AN1714
 AN1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS351800(NAD 83)
 AN1714_MARKER: DB = BENCH MARK DISK
 AN1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1714_STAMPING: T 877 RESET 1947
 AN1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1714+STABILITY: SURFACE MOTION
 AN1714
 AN1714  HISTORY     - Date     Condition        Report By
 AN1714  HISTORY     - 1947     MONUMENTED       TXHD
 AN1714
 AN1714                          STATION DESCRIPTION
 AN1714
 AN1714'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 AN1714'IN CHARCO.
 AN1714'AT CHARCO, GOLIAD COUNTY, AT THE FOUR CORNERS, 0.35 MILE SOUTH OF THE
 AN1714'SCHOOL HOUSE, 45 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 239,
 AN1714'34.5 FEET EAST OF THE CENTER LINE OF A NORTH-AND-SOUTH ROAD, AND ABOUT
 AN1714'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED T 877 RESET 1947 AND
 AN1714'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN1714'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1769 ***********************************************************************
 AN1769  DESIGNATION -  T 878
 AN1769  PID         -  AN1769
 AN1769  STATE/COUNTY-  TX/GOLIAD
 AN1769  USGS QUAD   -  BERCLAIR (1987)
 AN1769
 AN1769                         *CURRENT SURVEY CONTROL
 AN1769  ___________________________________________________________________
 AN1769* NAD 83(1986)-  28 32 41.     (N)    097 37 03.     (W)     SCALED    
 AN1769* NAVD 88     -        67.19   (+/-2cm)     220.4    (feet)  VERTCON   
 AN1769  ___________________________________________________________________
 AN1769  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN1769
 AN1769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1769
 AN1769.The horizontal coordinates were scaled from a topographic map and have
 AN1769.an estimated accuracy of +/- 6 seconds.
 AN1769
 AN1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1769.The vertical order pertains to the NGVD 29 superseded value.
 AN1769
 AN1769.The geoid height was determined by GEOID03.
 AN1769
 AN1769;                    North         East    Units  Estimated Accuracy
 AN1769;SPC TXSC     - 4,079,640.      735,290.      MT  (+/- 180 meters Scaled)
 AN1769
 AN1769                          SUPERSEDED SURVEY CONTROL
 AN1769
 AN1769  NGVD 29 (??/??/92)   67.22   (m)          220.5    (f) COMPUTED    2 0
 AN1769
 AN1769.Superseded values are not recommended for survey control.
 AN1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1769.See file dsdata.txt to determine how the superseded data were derived.
 AN1769
 AN1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS352583(NAD 83)
 AN1769_MARKER: DB = BENCH MARK DISK
 AN1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1769_STAMPING: T 878 1943
 AN1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1769+STABILITY: SURFACE MOTION
 AN1769
 AN1769  HISTORY     - Date     Condition        Report By
 AN1769  HISTORY     - 1943     MONUMENTED       CGS
 AN1769
 AN1769                          STATION DESCRIPTION
 AN1769
 AN1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1769'2.1 MI NW FROM BERCLAIR.
 AN1769'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AN1769'STATION AT BERCLAIR, PROCEED 0.25 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1769'TO A DIRT ROAD CROSSING, THENCE 1.85 MILE NORTHWESTERLY ALONG A DIRT
 AN1769'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE NORTHWEST OF A
 AN1769'CONCRETE WATER TROUGH AND DIPPING VAT AT THE TOP OF A HILL.  IT IS
 AN1769'23.9 FEET NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AN1769'ROAD, 3.5 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE AND 2.4
 AN1769'FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT
 AN1769'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1770 ***********************************************************************
 AN1770  DESIGNATION -  T 878 RESET 1952
 AN1770  PID         -  AN1770
 AN1770  STATE/COUNTY-  TX/GOLIAD
 AN1770  USGS QUAD   -  BERCLAIR (1987)
 AN1770
 AN1770                         *CURRENT SURVEY CONTROL
 AN1770  ___________________________________________________________________
 AN1770* NAD 83(1986)-  28 32 41.     (N)    097 37 03.     (W)     SCALED    
 AN1770* NAVD 88     -        67.60   (+/-2cm)     221.8    (feet)  VERTCON   
 AN1770  ___________________________________________________________________
 AN1770  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN1770
 AN1770  VERT ORDER  -  THIRD (See Below)
 AN1770
 AN1770.The horizontal coordinates were scaled from a topographic map and have
 AN1770.an estimated accuracy of +/- 6 seconds.
 AN1770
 AN1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1770.The vertical order pertains to the NGVD 29 superseded value.
 AN1770
 AN1770.The geoid height was determined by GEOID03.
 AN1770
 AN1770;                    North         East    Units  Estimated Accuracy
 AN1770;SPC TXSC     - 4,079,640.      735,290.      MT  (+/- 180 meters Scaled)
 AN1770
 AN1770                          SUPERSEDED SURVEY CONTROL
 AN1770
 AN1770  NGVD 29 (??/??/??)   67.63   (m)          221.9    (f) RESET       3  
 AN1770
 AN1770.Superseded values are not recommended for survey control.
 AN1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1770.See file dsdata.txt to determine how the superseded data were derived.
 AN1770
 AN1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS352583(NAD 83)
 AN1770_MARKER: DB = BENCH MARK DISK
 AN1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1770_STAMPING: T 878 RESET 1952
 AN1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1770+STABILITY: SURFACE MOTION
 AN1770
 AN1770  HISTORY     - Date     Condition        Report By
 AN1770  HISTORY     - 1952     MONUMENTED       TXHD
 AN1770
 AN1770                          STATION DESCRIPTION
 AN1770
 AN1770'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 AN1770'2.35 MI NW FROM BERCLAIR.
 AN1770'1/4 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1770'STATION AT BERCLAIR, GOLIAD COUNTY, THENCE 1.9 MILES NORTHWEST ALONG
 AN1770'FARM-TO-MARKET HIGHWAY 883.  0.2 MILE NORTHWEST OF A CONCRETE WATER
 AN1770'TROUGH AND DIPPING VAT AT THE TOP OF A HILL, 42 FEET NORTH OF THE
 AN1770'CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 AN1770'LINE, 4 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1.5 FEET
 AN1770'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED T 878 RESET 1952
 AN1770'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1722 ***********************************************************************
 AN1722  DESIGNATION -  T 879
 AN1722  PID         -  AN1722
 AN1722  STATE/COUNTY-  TX/GOLIAD
 AN1722  USGS QUAD   -  CHARCO (1987)
 AN1722
 AN1722                         *CURRENT SURVEY CONTROL
 AN1722  ___________________________________________________________________
 AN1722* NAD 83(1986)-  28 42 09.     (N)    097 30 30.     (W)     SCALED    
 AN1722* NAVD 88     -        91.70   (+/-2cm)     300.9    (feet)  VERTCON   
 AN1722  ___________________________________________________________________
 AN1722  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN1722
 AN1722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1722
 AN1722.The horizontal coordinates were scaled from a topographic map and have
 AN1722.an estimated accuracy of +/- 6 seconds.
 AN1722
 AN1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1722.The vertical order pertains to the NGVD 29 superseded value.
 AN1722
 AN1722.The geoid height was determined by GEOID03.
 AN1722
 AN1722;                    North         East    Units  Estimated Accuracy
 AN1722;SPC TXSC     - 4,097,260.      745,750.      MT  (+/- 180 meters Scaled)
 AN1722
 AN1722                          SUPERSEDED SURVEY CONTROL
 AN1722
 AN1722  NGVD 29 (??/??/92)   91.734  (m)          300.96   (f) ADJ UNCH    2 0
 AN1722
 AN1722.Superseded values are not recommended for survey control.
 AN1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1722.See file dsdata.txt to determine how the superseded data were derived.
 AN1722
 AN1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS457759(NAD 83)
 AN1722_MARKER: DB = BENCH MARK DISK
 AN1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1722_STAMPING: T 879 1943
 AN1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1722+STABILITY: SURFACE MOTION
 AN1722
 AN1722  HISTORY     - Date     Condition        Report By
 AN1722  HISTORY     - 1943     MONUMENTED       CGS
 AN1722
 AN1722                          STATION DESCRIPTION
 AN1722
 AN1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1722'2.2 MI SE FROM ANGEL CITY.
 AN1722'TO REACH FROM THE SCHOOL BUILDING AT ANGEL CITY, PROCEED 2.2 MILES
 AN1722'SOUTHEASTERLY ALONG A WIDE DIRT ROAD TO THE TOP OF A LONG STEEP HILL
 AN1722'AND SITE OF BENCH MARK.  BENCH MARK IS 59.3 FEET NORTHEAST OF AND
 AN1722'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 17.7
 AN1722'FEET NORTHWEST OF THE CENTERLINE OF A GATE IN THE NORTHEAST
 AN1722'RIGHT-OF-WAY FENCE, 2.8 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN
 AN1722'MARKER POST AND 0.7 FOOT SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 AN1722'FENCE.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1173 ***********************************************************************
 BL1173  DESIGNATION -  T 88
 BL1173  PID         -  BL1173
 BL1173  STATE/COUNTY-  TX/MONTGOMERY
 BL1173  USGS QUAD   -  TAMINA (1979)
 BL1173
 BL1173                         *CURRENT SURVEY CONTROL
 BL1173  ___________________________________________________________________
 BL1173* NAD 83(1986)-  30 10 56.     (N)    095 26 32.     (W)     SCALED    
 BL1173* NAVD 88     -        39.597  (meters)     129.91   (feet)  ADJUSTED  
 BL1173  ___________________________________________________________________
 BL1173  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1173  DYNAMIC HT  -          39.544 (meters)     129.74  (feet)  COMP
 BL1173  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 BL1173  OBS GRAVITY -     979,306.6   (mgal)                       GRAV_OBS
 BL1173
 BL1173  VERT ORDER  -  FIRST     CLASS I
 BL1173
 BL1173.The horizontal coordinates were scaled from a topographic map and have
 BL1173.an estimated accuracy of +/- 6 seconds.
 BL1173
 BL1173.The orthometric height was determined by differential leveling
 BL1173.and adjusted by the National Geodetic Survey in June 1991..
 BL1173
 BL1173.The geoid height was determined by GEOID03.
 BL1173
 BL1173.The dynamic height is computed by dividing the NAVD 88
 BL1173.geopotential number by the normal gravity value computed on the
 BL1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1173.degrees latitude (g = 980.6199 gals.).
 BL1173
 BL1173.The modeled gravity was interpolated from observed gravity values.
 BL1173.The observed gravity was obtained from relative gravimeter ties
 BL1173.to the IGSN71 gravity network.
 BL1173
 BL1173;                    North         East    Units  Estimated Accuracy
 BL1173;SPC TX C     - 3,067,510.    1,170,900.      MT  (+/- 180 meters Scaled)
 BL1173
 BL1173                          SUPERSEDED SURVEY CONTROL
 BL1173
 BL1173  NGVD 29 (12/23/87)   39.599  (m)          129.92   (f) ADJUSTED    1 1
 BL1173
 BL1173.Superseded values are not recommended for survey control.
 BL1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1173.See file dsdata.txt to determine how the superseded data were derived.
 BL1173
 BL1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP648414(NAD 83)
 BL1173_MARKER: DB = BENCH MARK DISK
 BL1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1173_SP_SET: CONCRETE POST
 BL1173_STAMPING: T 88 1932 131.020
 BL1173_MARK LOGO: CGS   
 BL1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1173+STABILITY: SURFACE MOTION
 BL1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1173+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1173
 BL1173  HISTORY     - Date     Condition        Report By
 BL1173  HISTORY     - 1932     MONUMENTED       CGS
 BL1173  HISTORY     - 1973     GOOD             NGS
 BL1173  HISTORY     - 1978     GOOD             NGS
 BL1173  HISTORY     - 1987     GOOD             NGS
 BL1173  HISTORY     - 20040226 GOOD             ENGLE
 BL1173  HISTORY     - 20050929 GOOD             USPSQD
 BL1173
 BL1173                          STATION DESCRIPTION
 BL1173
 BL1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1173'7.3 MI N FROM SPRING.
 BL1173'ABOUT 7.3 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1173'CROSSING OF SPRING SCHOOL ROAD, 103 FEET SOUTH OF A POWER POLE
 BL1173'SUPPORTING 3 TRANSFORMERS (NO. 13481), 53 FEET WEST OF THE CENTER LINE
 BL1173'OF A GRAVEL ROAD, 45 FEET EAST OF THE EAST RAIL, 1.2 FEET NORTH OF A
 BL1173'METAL WITNESS POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL, SET
 BL1173'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 BL1173
 BL1173                          STATION RECOVERY (1978)
 BL1173
 BL1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1173'RECOVERED IN GOOD CONDITION.
 BL1173
 BL1173                          STATION RECOVERY (1987)
 BL1173
 BL1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1173'RECOVERED IN GOOD CONDITION.
 BL1173
 BL1173                          STATION RECOVERY (2004)
 BL1173
 BL1173'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2004 (JPE)
 BL1173'TO LOCATE THE BENCHMARK FROM THE INTERSECTION OF INTERSTATE 45 AND
 BL1173'TAMINA ROAD, GO EAST ON TAMINA ROAD, FOR APPROXIMATELY 0.6 MILES,
 BL1173'CROSS RAILROAD TRACK, TO ITS T-INTERSECTION WITH MAIN STREET.  PROCEED
 BL1173'NORTH ON MAIN STREET, CROSS T-INTERSECTION OF MAIN STREET AND BROADWAY
 BL1173'STREET, FOR APPROXIMATELY 0.25 MILES TO THE BENCHMARK BETWEEN MAIN
 BL1173'STREET AND RAILROAD TRACKS.  GRAVEL ROAD, PREVIOUSLY DESCRIBED, IS NOW
 BL1173'ASPHALT.
 BL1173
 BL1173                          STATION RECOVERY (2005)
 BL1173
 BL1173'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1173'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1681 ***********************************************************************
 AN1681  DESIGNATION -  T 880
 AN1681  PID         -  AN1681
 AN1681  STATE/COUNTY-  TX/KARNES
 AN1681  USGS QUAD   -  RUNGE (1987)
 AN1681
 AN1681                         *CURRENT SURVEY CONTROL
 AN1681  ___________________________________________________________________
 AN1681* NAD 83(1986)-  28 52 32.     (N)    097 43 34.     (W)     SCALED    
 AN1681* NAVD 88     -        81.47   (+/-2cm)     267.3    (feet)  VERTCON   
 AN1681  ___________________________________________________________________
 AN1681  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AN1681
 AN1681  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1681
 AN1681.The horizontal coordinates were scaled from a topographic map and have
 AN1681.an estimated accuracy of +/- 6 seconds.
 AN1681
 AN1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1681.The vertical order pertains to the NGVD 29 superseded value.
 AN1681
 AN1681.The geoid height was determined by GEOID03.
 AN1681
 AN1681;                    North         East    Units  Estimated Accuracy
 AN1681;SPC TXSC     - 4,116,180.      724,260.      MT  (+/- 180 meters Scaled)
 AN1681
 AN1681                          SUPERSEDED SURVEY CONTROL
 AN1681
 AN1681  NGVD 29 (??/??/92)   81.461  (m)          267.26   (f) ADJ UNCH    2 0
 AN1681
 AN1681.Superseded values are not recommended for survey control.
 AN1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1681.See file dsdata.txt to determine how the superseded data were derived.
 AN1681
 AN1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS242948(NAD 83)
 AN1681_MARKER: DB = BENCH MARK DISK
 AN1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1681_STAMPING: T 880 1943
 AN1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1681+STABILITY: SURFACE MOTION
 AN1681
 AN1681  HISTORY     - Date     Condition        Report By
 AN1681  HISTORY     - 1943     MONUMENTED       CGS
 AN1681
 AN1681                          STATION DESCRIPTION
 AN1681
 AN1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1681'1.0 MI SW FROM RUNGE.
 AN1681'1.0 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1681'STATION AT RUNGE, KARNES COUNTY, 14 POLES NORTHEAST ACROSS THE TRACK
 AN1681'FROM MILEPOST 168, 45.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AN1681'TRACK, 5.9 FEET SOUTHWEST OF A GUYED POLE, 3.8 FEET NORTHEAST OF A
 AN1681'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 AN1681'STANDARD DISK, STAMPED T 880 1943 AND SET IN THE TOP OF A CONCRETE
 AN1681'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1853 ***********************************************************************
 AX1853  DESIGNATION -  T 881
 AX1853  PID         -  AX1853
 AX1853  STATE/COUNTY-  TX/GUADALUPE
 AX1853  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1853
 AX1853                         *CURRENT SURVEY CONTROL
 AX1853  ___________________________________________________________________
 AX1853* NAD 83(1986)-  29 24 29.     (N)    097 57 10.     (W)     SCALED    
 AX1853* NAVD 88     -       191.86   (+/-2cm)     629.5    (feet)  VERTCON   
 AX1853  ___________________________________________________________________
 AX1853  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AX1853
 AX1853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1853
 AX1853.The horizontal coordinates were scaled from a topographic map and have
 AX1853.an estimated accuracy of +/- 6 seconds.
 AX1853
 AX1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1853.The vertical order pertains to the NGVD 29 superseded value.
 AX1853
 AX1853.The geoid height was determined by GEOID03.
 AX1853
 AX1853;                    North         East    Units  Estimated Accuracy
 AX1853;SPC TXSC     - 4,174,980.      701,620.      MT  (+/- 180 meters Scaled)
 AX1853
 AX1853                          SUPERSEDED SURVEY CONTROL
 AX1853
 AX1853  NGVD 29 (??/??/92)  191.78   (m)          629.2    (f) COMPUTED    2 0
 AX1853
 AX1853.Superseded values are not recommended for survey control.
 AX1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1853.See file dsdata.txt to determine how the superseded data were derived.
 AX1853
 AX1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT015536(NAD 83)
 AX1853_MARKER: DB = BENCH MARK DISK
 AX1853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1853_SP_SET: CULVERT
 AX1853_STAMPING: T 881 1943
 AX1853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1853
 AX1853  HISTORY     - Date     Condition        Report By
 AX1853  HISTORY     - 1943     MONUMENTED       CGS
 AX1853  HISTORY     - 19930808 GOOD             USPSQD
 AX1853  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1853  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1853
 AX1853                          STATION DESCRIPTION
 AX1853
 AX1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1853'11.6 MI S FROM SEGUIN.
 AX1853'TO REACH FROM THE COURT HOUSE AT SEGUIN, PROCEED 11.6 MILES SOUTHERLY
 AX1853'ALONG STATE HIGHWAY NO. 123 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1853'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF
 AX1853'THE EAST HEADWALL OF A 3X6 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1853'HIGHWAY.  IT IS 68.0 YARDS NORTH OF AND ACROSS THE HIGHWAY FROM THE
 AX1853'NORTH END OF A ROADSIDE PARK, 15.3 FEET EAST OF AND ABOUT THE SAME
 AX1853'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1853
 AX1853                          STATION RECOVERY (1993)
 AX1853
 AX1853'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1853'RECOVERED IN GOOD CONDITION.
 AX1853
 AX1853                          STATION RECOVERY (1999)
 AX1853
 AX1853'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1853'MARK NOT FOUND.
 AX1853
 AX1853                          STATION RECOVERY (2003)
 AX1853
 AX1853'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX1853'MARK RESET 1955 - SEE PID AX1854
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1854 ***********************************************************************
 AX1854  DESIGNATION -  T 881 RESET 1955
 AX1854  PID         -  AX1854
 AX1854  STATE/COUNTY-  TX/GUADALUPE
 AX1854  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1854
 AX1854                         *CURRENT SURVEY CONTROL
 AX1854  ___________________________________________________________________
 AX1854* NAD 83(1986)-  29 24 29.     (N)    097 57 10.     (W)     SCALED    
 AX1854* NAVD 88     -       191.88   (+/-2cm)     629.5    (feet)  VERTCON   
 AX1854  ___________________________________________________________________
 AX1854  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AX1854
 AX1854  VERT ORDER  -  THIRD (See Below)
 AX1854
 AX1854.The horizontal coordinates were scaled from a topographic map and have
 AX1854.an estimated accuracy of +/- 6 seconds.
 AX1854
 AX1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1854.The vertical order pertains to the NGVD 29 superseded value.
 AX1854
 AX1854.The geoid height was determined by GEOID03.
 AX1854
 AX1854;                    North         East    Units  Estimated Accuracy
 AX1854;SPC TXSC     - 4,174,980.      701,620.      MT  (+/- 180 meters Scaled)
 AX1854
 AX1854                          SUPERSEDED SURVEY CONTROL
 AX1854
 AX1854  NGVD 29 (??/??/??)  191.80   (m)          629.3    (f) RESET       3  
 AX1854
 AX1854.Superseded values are not recommended for survey control.
 AX1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1854.See file dsdata.txt to determine how the superseded data were derived.
 AX1854
 AX1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT015536(NAD 83)
 AX1854_MARKER: DB = BENCH MARK DISK
 AX1854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1854_SP_SET: CULVERT
 AX1854_STAMPING: T 881 1943 RESET 1955
 AX1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1854
 AX1854  HISTORY     - Date     Condition        Report By
 AX1854  HISTORY     - 1955     MONUMENTED       TXHD
 AX1854  HISTORY     - 19930808 GOOD             USPSQD
 AX1854  HISTORY     - 19990925 GOOD             USPSQD
 AX1854  HISTORY     - 20030517 GOOD             USPSQD
 AX1854
 AX1854                          STATION DESCRIPTION
 AX1854
 AX1854'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AX1854'11.6 MI S FROM SEGUIN.
 AX1854'11.6 MILES SOUTH ALONG STATE HIGHWAY 123 FROM THE COUNTY COURTHOUSE AT
 AX1854'SEGUIN, GUADALUPE COUNTY, 68 YARDS NORTH ACROSS THE HIGHWAY FROM THE
 AX1854'NORTH END OF A ROADSIDE PARK, AT A 3- BY 6-FOOT CONCRETE-BOX CULVERT,
 AX1854'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, 22.3 FEET EAST OF
 AX1854'THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. A
 AX1854'STANDARD DISK, STAMPED T 881 1943 RESET 1955.
 AX1854
 AX1854                          STATION RECOVERY (1993)
 AX1854
 AX1854'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1854'RECOVERED IN GOOD CONDITION.
 AX1854
 AX1854                          STATION RECOVERY (1999)
 AX1854
 AX1854'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1854'RECOVERED IN GOOD CONDITION.
 AX1854
 AX1854                          STATION RECOVERY (2003)
 AX1854
 AX1854'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX1854'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 6 SATELLITES) READING OVER MARK
 AX1854'- 29 24 29.2 (N) - 097 57 10.6 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0915 ***********************************************************************
 BL0915  DESIGNATION -  T 882
 BL0915  PID         -  BL0915
 BL0915  STATE/COUNTY-  TX/POLK
 BL0915  USGS QUAD   -  ONALASKA (1972)
 BL0915
 BL0915                         *CURRENT SURVEY CONTROL
 BL0915  ___________________________________________________________________
 BL0915* NAD 83(1986)-  30 50 48.     (N)    095 06 22.     (W)     SCALED    
 BL0915* NAVD 88     -        70.95   (+/-2cm)     232.8    (feet)  VERTCON   
 BL0915  ___________________________________________________________________
 BL0915  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL0915
 BL0915  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0915
 BL0915.The horizontal coordinates were scaled from a topographic map and have
 BL0915.an estimated accuracy of +/- 6 seconds.
 BL0915
 BL0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0915.The vertical order pertains to the NGVD 29 superseded value.
 BL0915
 BL0915.The geoid height was determined by GEOID03.
 BL0915
 BL0915;                    North         East    Units  Estimated Accuracy
 BL0915;SPC TX C     - 3,142,550.    1,199,780.      MT  (+/- 180 meters Scaled)
 BL0915
 BL0915                          SUPERSEDED SURVEY CONTROL
 BL0915
 BL0915  NGVD 29 (??/??/92)   70.970  (m)          232.84   (f) ADJ UNCH    2 0
 BL0915
 BL0915.Superseded values are not recommended for survey control.
 BL0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0915.See file dsdata.txt to determine how the superseded data were derived.
 BL0915
 BL0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ985145(NAD 83)
 BL0915_MARKER: DB = BENCH MARK DISK
 BL0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0915_STAMPING: T 882 1947
 BL0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0915+STABILITY: SURFACE MOTION
 BL0915
 BL0915  HISTORY     - Date     Condition        Report By
 BL0915  HISTORY     - 1947     MONUMENTED       CGS
 BL0915
 BL0915                          STATION DESCRIPTION
 BL0915
 BL0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0915'3.6 MI NE FROM ONALASKA.
 BL0915'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0915'ONALASKA, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD, 52.0 FEET
 BL0915'NORTHEAST OF THE CENTER LINE OF THE ROAD, 14.0 FEET NORTH OF A 12 INCH
 BL0915'PINE TREE WITH A TRIANGLE BLAZE, 11.0 FEET SOUTH OF A 10 INCH PINE
 BL0915'TREE WITH A TRIANGLE BLAZE, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN
 BL0915'THE TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0938 ***********************************************************************
 BL0938  DESIGNATION -  T 883
 BL0938  PID         -  BL0938
 BL0938  STATE/COUNTY-  TX/POLK
 BL0938  USGS QUAD   -  COLITA (1972)
 BL0938
 BL0938                         *CURRENT SURVEY CONTROL
 BL0938  ___________________________________________________________________
 BL0938* NAD 83(1986)-  30 54 10.     (N)    095 00 41.     (W)     SCALED    
 BL0938* NAVD 88     -        70.25   (+/-2cm)     230.5    (feet)  VERTCON   
 BL0938  ___________________________________________________________________
 BL0938  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL0938
 BL0938  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0938
 BL0938.The horizontal coordinates were scaled from a topographic map and have
 BL0938.an estimated accuracy of +/- 6 seconds.
 BL0938
 BL0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0938.The vertical order pertains to the NGVD 29 superseded value.
 BL0938
 BL0938.The geoid height was determined by GEOID03.
 BL0938
 BL0938;                    North         East    Units  Estimated Accuracy
 BL0938;SPC TX C     - 3,149,200.    1,208,530.      MT  (+/- 180 meters Scaled)
 BL0938
 BL0938                          SUPERSEDED SURVEY CONTROL
 BL0938
 BL0938  NGVD 29 (??/??/92)   70.268  (m)          230.54   (f) ADJ UNCH    2 0
 BL0938
 BL0938.Superseded values are not recommended for survey control.
 BL0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0938.See file dsdata.txt to determine how the superseded data were derived.
 BL0938
 BL0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ077205(NAD 83)
 BL0938_MARKER: DB = BENCH MARK DISK
 BL0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0938_STAMPING: T 883 1947
 BL0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0938+STABILITY: SURFACE MOTION
 BL0938
 BL0938  HISTORY     - Date     Condition        Report By
 BL0938  HISTORY     - 1947     MONUMENTED       CGS
 BL0938
 BL0938                          STATION DESCRIPTION
 BL0938
 BL0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0938'13.5 MI NW FROM LEGGETT.
 BL0938'8.6 MILES WEST ALONG THE LEGGETT - ONALASKA ROAD FROM THE TEXAS AND
 BL0938'NEW ORLEANS RAILROAD STATION AT LEGGETT, THENCE 2.8 MILES NORTH ALONG
 BL0938'A GRADED DIRT ROAD, THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD,
 BL0938'THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD, 43.0 FEET NORTHWEST
 BL0938'OF THE NORTHWEST CORNER OF A CATTLE GUARD, 34.0 FEET WEST OF A 12 INCH
 BL0938'TRIANGULAR BLAZED SWEET GUM TREE, 32.0 FEET NORTH OF THE CENTER LINE
 BL0938'OF THE ROAD, 1.5 FEET EAST OF A WITNESS POST, 1.0 FOOT SOUTH OF A
 BL0938'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BL0938'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1593 ***********************************************************************
 BY1593  DESIGNATION -  T 884
 BY1593  PID         -  BY1593
 BY1593  STATE/COUNTY-  TX/TRINITY
 BY1593  USGS QUAD   -  GROVETON EAST (1963)
 BY1593
 BY1593                         *CURRENT SURVEY CONTROL
 BY1593  ___________________________________________________________________
 BY1593* NAD 83(1986)-  31 04 17.     (N)    095 07 07.     (W)     SCALED    
 BY1593* NAVD 88     -        87.67   (+/-2cm)     287.6    (feet)  VERTCON   
 BY1593  ___________________________________________________________________
 BY1593  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1593
 BY1593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1593
 BY1593.The horizontal coordinates were scaled from a topographic map and have
 BY1593.an estimated accuracy of +/- 6 seconds.
 BY1593
 BY1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1593.The vertical order pertains to the NGVD 29 superseded value.
 BY1593
 BY1593.The geoid height was determined by GEOID03.
 BY1593
 BY1593;                    North         East    Units  Estimated Accuracy
 BY1593;SPC TX C     - 3,167,380.    1,197,420.      MT  (+/- 180 meters Scaled)
 BY1593
 BY1593                          SUPERSEDED SURVEY CONTROL
 BY1593
 BY1593  NGVD 29 (??/??/92)   87.683  (m)          287.67   (f) ADJ UNCH    2 0
 BY1593
 BY1593.Superseded values are not recommended for survey control.
 BY1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1593.See file dsdata.txt to determine how the superseded data were derived.
 BY1593
 BY1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ978394(NAD 83)
 BY1593_MARKER: DB = BENCH MARK DISK
 BY1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1593_STAMPING: T 884 1947
 BY1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1593+STABILITY: SURFACE MOTION
 BY1593
 BY1593  HISTORY     - Date     Condition        Report By
 BY1593  HISTORY     - 1947     MONUMENTED       CGS
 BY1593
 BY1593                          STATION DESCRIPTION
 BY1593
 BY1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1593'1.2 MI N FROM GROVETON.
 BY1593'1.2 MILES NORTH ALONG TEXAS STATE HIGHWAY 94 FROM THE COURTHOUSE AT
 BY1593'GROVETON, 201.1 FEET NORTH OF THE NORTH END OF A 20 FOOT BRIDGE, 115.8
 BY1593'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 38.6 FEET WEST
 BY1593'OF THE CENTER LINE OF THE HIGHWAY, 24.6 FEET SOUTH OF POWER POLE
 BY1593'NUMBER 405, 1.8 FEET NORTH OF A REFERENCE POST, 0.8 FOOT EAST OF A
 BY1593'FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.6 FOOT ABOVE
 BY1593'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0742 ***********************************************************************
 BY0742  DESIGNATION -  T 885
 BY0742  PID         -  BY0742
 BY0742  STATE/COUNTY-  TX/TRINITY
 BY0742  USGS QUAD   -  WELLS SW (1980)
 BY0742
 BY0742                         *CURRENT SURVEY CONTROL
 BY0742  ___________________________________________________________________
 BY0742* NAD 83(1986)-  31 16 51.     (N)    094 54 21.     (W)     SCALED    
 BY0742* NAVD 88     -        53.56   (+/-2cm)     175.7    (feet)  VERTCON   
 BY0742  ___________________________________________________________________
 BY0742  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY0742
 BY0742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0742
 BY0742.The horizontal coordinates were scaled from a topographic map and have
 BY0742.an estimated accuracy of +/- 6 seconds.
 BY0742
 BY0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0742.The vertical order pertains to the NGVD 29 superseded value.
 BY0742
 BY0742.The geoid height was determined by GEOID03.
 BY0742
 BY0742;                    North         East    Units  Estimated Accuracy
 BY0742;SPC TX C     - 3,191,540.    1,216,560.      MT  (+/- 180 meters Scaled)
 BY0742
 BY0742                          SUPERSEDED SURVEY CONTROL
 BY0742
 BY0742  NGVD 29 (??/??/92)   53.604  (m)          175.87   (f) ADJ UNCH    2 0
 BY0742
 BY0742.Superseded values are not recommended for survey control.
 BY0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0742.See file dsdata.txt to determine how the superseded data were derived.
 BY0742
 BY0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ185622(NAD 83)
 BY0742_MARKER: DB = BENCH MARK DISK
 BY0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0742_SP_SET: BRIDGE ABUTMENT
 BY0742_STAMPING: T 885 1947
 BY0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0742
 BY0742  HISTORY     - Date     Condition        Report By
 BY0742  HISTORY     - 1947     MONUMENTED       CGS
 BY0742
 BY0742                          STATION DESCRIPTION
 BY0742
 BY0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0742'5.6 MI NE FROM APPLE SPRINGS.
 BY0742'5.6 MILES NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE
 BY0742'SPRINGS LODGE AT APPLE SPRINGS, APPROXIMATELY 100 YARDS SOUTHWEST OF A
 BY0742'RAILWAY CROSSING, 14.6 FEET SOUTHEAST OF AND LEVEL WITH THE CENTER
 BY0742'LINE OF THE HIGHWAY, SET IN THE TOP OF AND 1.2 FEET NORTHWEST OF THE
 BY0742'SOUTHEAST END OF THE EAST CONCRETE ABUTMENT OF A 160 FOOT BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0795 ***********************************************************************
 AX0795  DESIGNATION -  T 886
 AX0795  PID         -  AX0795
 AX0795  STATE/COUNTY-  TX/LAVACA
 AX0795  USGS QUAD   -  HOPE (1981)
 AX0795
 AX0795                         *CURRENT SURVEY CONTROL
 AX0795  ___________________________________________________________________
 AX0795* NAD 83(1986)-  29 08 59.     (N)    096 56 03.     (W)     SCALED    
 AX0795* NAVD 88     -        42.62   (+/-2cm)     139.8    (feet)  VERTCON   
 AX0795  ___________________________________________________________________
 AX0795  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0795
 AX0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0795
 AX0795.The horizontal coordinates were scaled from a topographic map and have
 AX0795.an estimated accuracy of +/- 6 seconds.
 AX0795
 AX0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0795.The vertical order pertains to the NGVD 29 superseded value.
 AX0795
 AX0795.The geoid height was determined by GEOID03.
 AX0795
 AX0795;                    North         East    Units  Estimated Accuracy
 AX0795;SPC TXSC     - 4,147,670.      800,970.      MT  (+/- 180 meters Scaled)
 AX0795
 AX0795                          SUPERSEDED SURVEY CONTROL
 AX0795
 AX0795  NGVD 29 (??/??/92)   42.641  (m)          139.90   (f) ADJ UNCH    2 0
 AX0795
 AX0795.Superseded values are not recommended for survey control.
 AX0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0795.See file dsdata.txt to determine how the superseded data were derived.
 AX0795
 AX0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT009263(NAD 83)
 AX0795_MARKER: DB = BENCH MARK DISK
 AX0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0795_STAMPING: T 886 1943
 AX0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0795+STABILITY: SURFACE MOTION
 AX0795
 AX0795  HISTORY     - Date     Condition        Report By
 AX0795  HISTORY     - 1943     MONUMENTED       CGS
 AX0795  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX0795
 AX0795                          STATION DESCRIPTION
 AX0795
 AX0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0795'8.6 MI SE FROM HOPE.
 AX0795'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 4.25 MILES
 AX0795'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO A SIDE ROAD INTERSECTION
 AX0795'LEADING EAST, THENCE 2.75 MILES EASTERLY TO THE FRIENDSHIP SCHOOL AND
 AX0795'A T-ROAD INTERSECTION, THENCE 1.6 MILES NORTHEASTERLY TO SITE OF BENCH
 AX0795'MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST OF A FRAME HOUSE, ABOUT 0.25
 AX0795'MILE EAST OF A WIRE GATE ACROSS THE ROAD, AND ABOUT 0.1 MILE WEST OF A
 AX0795'RAVINE.  IT IS IN A SMALL CLEARING, 13.0 FEET SOUTH OF AND ABOUT THE
 AX0795'SAME ELEVATION AS THE CENTERLINE OF ROAD, AND 3.5 FEET WEST OF A
 AX0795'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT. STAMPED T
 AX0795'886 1943.
 AX0795
 AX0795                          STATION RECOVERY (1965)
 AX0795
 AX0795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1163 ***********************************************************************
 AN1163  DESIGNATION -  T 887
 AN1163  PID         -  AN1163
 AN1163  STATE/COUNTY-  TX/DE WITT
 AN1163  USGS QUAD   -  MISSION VALLEY (1987)
 AN1163
 AN1163                         *CURRENT SURVEY CONTROL
 AN1163  ___________________________________________________________________
 AN1163* NAD 83(1986)-  28 56 54.     (N)    097 14 18.     (W)     SCALED    
 AN1163* NAVD 88     -        63.73   (+/-2cm)     209.1    (feet)  VERTCON   
 AN1163  ___________________________________________________________________
 AN1163  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1163
 AN1163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1163
 AN1163.The horizontal coordinates were scaled from a topographic map and have
 AN1163.an estimated accuracy of +/- 6 seconds.
 AN1163
 AN1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1163.The vertical order pertains to the NGVD 29 superseded value.
 AN1163
 AN1163.The geoid height was determined by GEOID03.
 AN1163
 AN1163;                    North         East    Units  Estimated Accuracy
 AN1163;SPC TXSC     - 4,124,870.      771,710.      MT  (+/- 180 meters Scaled)
 AN1163
 AN1163                          SUPERSEDED SURVEY CONTROL
 AN1163
 AN1163  NGVD 29 (??/??/92)   63.758  (m)          209.18   (f) ADJ UNCH    2 0
 AN1163
 AN1163.Superseded values are not recommended for survey control.
 AN1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1163.See file dsdata.txt to determine how the superseded data were derived.
 AN1163
 AN1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT716035(NAD 83)
 AN1163_MARKER: DB = BENCH MARK DISK
 AN1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1163_STAMPING: T 887 1943
 AN1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1163+STABILITY: SURFACE MOTION
 AN1163
 AN1163  HISTORY     - Date     Condition        Report By
 AN1163  HISTORY     - 1943     MONUMENTED       CGS
 AN1163
 AN1163                          STATION DESCRIPTION
 AN1163
 AN1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1163'3.7 MI SE FROM ARNECKEVILLE.
 AN1163'TO REACH FROM THE POST OFFICE AT ARNECKEVILLE-- PROCEED 3.7 MILES
 AN1163'SOUTHEASTERLY ALONG THE ARNECKEVILLE-MISSION VALLEY ROAD TO SITE OF
 AN1163'BENCH MARK.  BENCH MARK IS AT A CROSS ROAD INTERSECTION, 29.0 FEET
 AN1163'NORTHWEST OF THE CENTERLINE OF ROAD LEADING NORTHWEST TO THOMASTON,
 AN1163'AND 21.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1163'CENTERLINE OF THE ARNECKEVILLE-MISSION VALLEY ROAD.  IT IS 9.0 FEET
 AN1163'NORTHWEST OF A FENCE CORNER, 1.0 FOOT NORTHEAST OF THE FENCE, AND 4.0
 AN1163'FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AN1163'0.4 FOOT.  NOTE-- BENCH MARK IS ALSO 6.9 MILES SOUTHWEST OF THOMASTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1164 ***********************************************************************
 AN1164  DESIGNATION -  T 887 RESET 1953
 AN1164  PID         -  AN1164
 AN1164  STATE/COUNTY-  TX/DE WITT
 AN1164  USGS QUAD   -  MISSION VALLEY (1987)
 AN1164
 AN1164                         *CURRENT SURVEY CONTROL
 AN1164  ___________________________________________________________________
 AN1164* NAD 83(1986)-  28 56 54.     (N)    097 14 18.     (W)     SCALED    
 AN1164* NAVD 88     -        63.75   (+/-2cm)     209.2    (feet)  VERTCON   
 AN1164  ___________________________________________________________________
 AN1164  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1164
 AN1164  VERT ORDER  -  THIRD (See Below)
 AN1164
 AN1164.The horizontal coordinates were scaled from a topographic map and have
 AN1164.an estimated accuracy of +/- 6 seconds.
 AN1164
 AN1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1164.The vertical order pertains to the NGVD 29 superseded value.
 AN1164
 AN1164.The geoid height was determined by GEOID03.
 AN1164
 AN1164;                    North         East    Units  Estimated Accuracy
 AN1164;SPC TXSC     - 4,124,870.      771,710.      MT  (+/- 180 meters Scaled)
 AN1164
 AN1164                          SUPERSEDED SURVEY CONTROL
 AN1164
 AN1164  NGVD 29 (01/29/03)   63.78   (m)          209.3    (f) RESET       3  
 AN1164
 AN1164.Superseded values are not recommended for survey control.
 AN1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1164.See file dsdata.txt to determine how the superseded data were derived.
 AN1164
 AN1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT716035(NAD 83)
 AN1164_MARKER: DB = BENCH MARK DISK
 AN1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1164_STAMPING: T 887 RESET 1953
 AN1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1164+STABILITY: SURFACE MOTION
 AN1164
 AN1164  HISTORY     - Date     Condition        Report By
 AN1164  HISTORY     - 1953     MONUMENTED       LOCENG
 AN1164  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1164
 AN1164                          STATION DESCRIPTION
 AN1164
 AN1164'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 AN1164'3.7 MI SE FROM ARNECKEVILLE.
 AN1164'3.7 MILES SOUTHEAST ALONG THE MISSION VALLEY ROAD FROM THE POST OFFICE
 AN1164'AT ARNECKEVILLE, DE WITT COUNTY, AT THE INTERSECTION OF THE THOMASTON
 AN1164'ROAD, 42 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 25 FEET
 AN1164'NORTHWEST OF THE CENTER LINE OF THE THOMASTON ROAD, 5 FEET NORTHWEST
 AN1164'OF A FENCE CORNER, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST. A
 AN1164'STANDARD DISK, STAMPED T 887 RESET 1953 AND SET IN THE TOP OF A
 AN1164'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1164
 AN1164                          STATION RECOVERY (2001)
 AN1164
 AN1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1164'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1091 ***********************************************************************
 AN1091  DESIGNATION -  T 888 RESET 1961
 AN1091  PID         -  AN1091
 AN1091  STATE/COUNTY-  TX/GOLIAD
 AN1091  USGS QUAD   -  SCHROEDER (1987)
 AN1091
 AN1091                         *CURRENT SURVEY CONTROL
 AN1091  ___________________________________________________________________
 AN1091* NAD 83(1986)-  28 49 34.     (N)    097 11 49.     (W)     SCALED    
 AN1091* NAVD 88     -        38.63   (+/-2cm)     126.7    (feet)  VERTCON   
 AN1091  ___________________________________________________________________
 AN1091  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1091
 AN1091  VERT ORDER  -  THIRD (See Below)
 AN1091
 AN1091.The horizontal coordinates were scaled from a topographic map and have
 AN1091.an estimated accuracy of +/- 6 seconds.
 AN1091
 AN1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1091.The vertical order pertains to the NGVD 29 superseded value.
 AN1091
 AN1091.The geoid height was determined by GEOID03.
 AN1091
 AN1091;                    North         East    Units  Estimated Accuracy
 AN1091;SPC TXSC     - 4,111,380.      775,960.      MT  (+/- 180 meters Scaled)
 AN1091
 AN1091                          SUPERSEDED SURVEY CONTROL
 AN1091
 AN1091  NGVD 29 (01/29/03)   38.69   (m)          126.9    (f) RESET       3  
 AN1091
 AN1091.Superseded values are not recommended for survey control.
 AN1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1091.See file dsdata.txt to determine how the superseded data were derived.
 AN1091
 AN1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS759900(NAD 83)
 AN1091_MARKER: DB = BENCH MARK DISK
 AN1091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1091_SP_SET: CULVERT
 AN1091_STAMPING: T 888 RESET 1961
 AN1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1091
 AN1091  HISTORY     - Date     Condition        Report By
 AN1091  HISTORY     - 1961     MONUMENTED       TXHD
 AN1091  HISTORY     - 1990     GOOD             USPSQD
 AN1091
 AN1091                          STATION DESCRIPTION
 AN1091
 AN1091'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1091'1.7 MI NE FROM SCHROEDER.
 AN1091'1.7 MILES NORTHEAST ALONG F.M. HWY. 622 FROM THE SCHOOL AT SCHROEDER,
 AN1091'IN THE SOUTH HEADWALL OF A CONCRETE CULVERT, 1.0 FOOT EAST OF THE WEST
 AN1091'END OF THE HEADWALL, 17 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AN1091'AND ABOUT LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 AN1091
 AN1091                          STATION RECOVERY (1990)
 AN1091
 AN1091'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1031 ***********************************************************************
 AN1031  DESIGNATION -  T 889
 AN1031  PID         -  AN1031
 AN1031  STATE/COUNTY-  TX/DE WITT
 AN1031  USGS QUAD   -  MEYERSVILLE (1987)
 AN1031
 AN1031                         *CURRENT SURVEY CONTROL
 AN1031  ___________________________________________________________________
 AN1031* NAD 83(1986)-  28 57 58.     (N)    097 19 53.     (W)     SCALED    
 AN1031* NAVD 88     -        78.34   (+/-2cm)     257.0    (feet)  VERTCON   
 AN1031  ___________________________________________________________________
 AN1031  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1031
 AN1031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1031
 AN1031.The horizontal coordinates were scaled from a topographic map and have
 AN1031.an estimated accuracy of +/- 6 seconds.
 AN1031
 AN1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1031.The vertical order pertains to the NGVD 29 superseded value.
 AN1031
 AN1031.The geoid height was determined by GEOID03.
 AN1031
 AN1031;                    North         East    Units  Estimated Accuracy
 AN1031;SPC TXSC     - 4,126,700.      762,620.      MT  (+/- 180 meters Scaled)
 AN1031
 AN1031                          SUPERSEDED SURVEY CONTROL
 AN1031
 AN1031  NGVD 29 (??/??/92)   78.36   (m)          257.1    (f) COMPUTED    2 0
 AN1031
 AN1031.Superseded values are not recommended for survey control.
 AN1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1031.See file dsdata.txt to determine how the superseded data were derived.
 AN1031
 AN1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT625053(NAD 83)
 AN1031_MARKER: DB = BENCH MARK DISK
 AN1031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1031_SP_SET: CULVERT
 AN1031_STAMPING: T 889 1943
 AN1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1031
 AN1031  HISTORY     - Date     Condition        Report By
 AN1031  HISTORY     - 1943     MONUMENTED       CGS
 AN1031  HISTORY     - 1990     POOR             USPSQD
 AN1031
 AN1031                          STATION DESCRIPTION
 AN1031
 AN1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1031'10.1 MI S FROM CUERO.
 AN1031'TO REACH FROM THE POST OFFICE AT CUERO-- PROCEED 10.1 MILES SOUTHERLY
 AN1031'ALONG STATE HIGHWAY NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AN1031'0.2 MILE SOUTH OF A DIRT SIDE ROAD INTERSECTION LEADING SOUTHEAST,
 AN1031'21.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AN1031'ROAD, AND SET HORIZONTALLY IN THE NORTH END OF THE EAST HEADWALL OF A
 AN1031'CONCRETE CULVERT.
 AN1031
 AN1031                          STATION RECOVERY (1990)
 AN1031
 AN1031'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1031'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1790 ***********************************************************************
 BK1790  DESIGNATION -  T 89
 BK1790  PID         -  BK1790
 BK1790  STATE/COUNTY-  TX/ORANGE
 BK1790  USGS QUAD   -  MAURICEVILLE (1974)
 BK1790
 BK1790                         *CURRENT SURVEY CONTROL
 BK1790  ___________________________________________________________________
 BK1790* NAD 83(1986)-  30 11 11.     (N)    093 51 28.     (W)     SCALED    
 BK1790* NAVD 88     -         7.24   (+/-2cm)      23.8    (feet)  VERTCON   
 BK1790  ___________________________________________________________________
 BK1790  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK1790
 BK1790  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1790
 BK1790.The horizontal coordinates were scaled from a topographic map and have
 BK1790.an estimated accuracy of +/- 6 seconds.
 BK1790
 BK1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1790.The vertical order pertains to the NGVD 29 superseded value.
 BK1790
 BK1790.The geoid height was determined by GEOID03.
 BK1790
 BK1790;                    North         East    Units  Estimated Accuracy
 BK1790;SPC TX C     - 3,075,760.    1,323,270.      MT  (+/- 180 meters Scaled)
 BK1790
 BK1790                          SUPERSEDED SURVEY CONTROL
 BK1790
 BK1790  NGVD 29 (??/??/??)    7.197  (m)           23.61   (f) ADJUSTED    1 2
 BK1790
 BK1790.Superseded values are not recommended for survey control.
 BK1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1790.See file dsdata.txt to determine how the superseded data were derived.
 BK1790
 BK1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP174397(NAD 83)
 BK1790_MARKER: DB = BENCH MARK DISK
 BK1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1790_STAMPING: 23.612 T 89 1932
 BK1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1790+STABILITY: SURFACE MOTION
 BK1790
 BK1790  HISTORY     - Date     Condition        Report By
 BK1790  HISTORY     - 1932     MONUMENTED       CGS
 BK1790  HISTORY     - 1966     POOR             CGS
 BK1790  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1790  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1790
 BK1790                          STATION DESCRIPTION
 BK1790
 BK1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BK1790'10.0 MI NW FROM ORANGE.
 BK1790'10.0 MILES NORTHWEST ALONG THE ORANGE AND NORTHWESTERN RAILROAD FROM
 BK1790'ORANGE, ORANGE COUNTY, 1.5 MILES SOUTH OF THE STATION AT MAURICEVILLE,
 BK1790'2 POLES NORTH OF MILEPOST C 479, 100 FEET SOUTH OF THE CROSSING OF A
 BK1790'PRIVATE ROAD, 90 FEET SOUTHEAST OF A HOUSE, AND 45 FEET WEST OF THE
 BK1790'TRACK.  A STANDARD DISK, STAMPED 23.612 T 89 1932 AND SET IN THE TOP
 BK1790'OF A CONCRETE POST.  NOTE-- THIS BENCH MARK HAS BEEN HIT AND APPEARS
 BK1790'TO HAVE BEEN PULLED OUT OF THE GROUND THEN REPLACED.
 BK1790
 BK1790                          STATION RECOVERY (1996)
 BK1790
 BK1790'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1790'MARK NOT FOUND.
 BK1790
 BK1790                          STATION RECOVERY (2004)
 BK1790
 BK1790'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1980 ***********************************************************************
 BK1980  DESIGNATION -  T 89 RESET 1969
 BK1980  PID         -  BK1980
 BK1980  STATE/COUNTY-  TX/ORANGE
 BK1980  USGS QUAD   -  MAURICEVILLE (1974)
 BK1980
 BK1980                         *CURRENT SURVEY CONTROL
 BK1980  ___________________________________________________________________
 BK1980* NAD 83(1986)-  30 11 13.     (N)    093 51 28.     (W)     SCALED    
 BK1980* NAVD 88     -         7.090  (meters)      23.26   (feet)  ADJUSTED  
 BK1980  ___________________________________________________________________
 BK1980  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK1980  DYNAMIC HT  -           7.081 (meters)      23.23  (feet)  COMP
 BK1980  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 BK1980
 BK1980  VERT ORDER  -  FIRST     CLASS II
 BK1980
 BK1980.The horizontal coordinates were scaled from a topographic map and have
 BK1980.an estimated accuracy of +/- 6 seconds.
 BK1980
 BK1980.The orthometric height was determined by differential leveling
 BK1980.and adjusted by the National Geodetic Survey in June 1991..
 BK1980
 BK1980.The geoid height was determined by GEOID03.
 BK1980
 BK1980.The dynamic height is computed by dividing the NAVD 88
 BK1980.geopotential number by the normal gravity value computed on the
 BK1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1980.degrees latitude (g = 980.6199 gals.).
 BK1980
 BK1980.The modeled gravity was interpolated from observed gravity values.
 BK1980
 BK1980;                    North         East    Units  Estimated Accuracy
 BK1980;SPC TX C     - 3,075,820.    1,323,260.      MT  (+/- 180 meters Scaled)
 BK1980
 BK1980                          SUPERSEDED SURVEY CONTROL
 BK1980
 BK1980  NGVD 29 (??/??/??)    7.050  (m)           23.13   (f) ADJUSTED    1 2
 BK1980
 BK1980.Superseded values are not recommended for survey control.
 BK1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1980.See file dsdata.txt to determine how the superseded data were derived.
 BK1980
 BK1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP174398(NAD 83)
 BK1980_MARKER: DB = BENCH MARK DISK
 BK1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1980_SP_SET: CONCRETE POST
 BK1980_STAMPING: T 89 RESET 1932 1969 23.612
 BK1980_PROJECTION: FLUSH
 BK1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1980+STABILITY: SURFACE MOTION
 BK1980
 BK1980  HISTORY     - Date     Condition        Report By
 BK1980  HISTORY     - 1969     MONUMENTED       CGS
 BK1980  HISTORY     - 1979     GOOD             NGS
 BK1980  HISTORY     - 1988     GOOD             USPSQD
 BK1980  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BK1980  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1980  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1980  HISTORY     - 20040317 GOOD             JCLS
 BK1980
 BK1980                          STATION DESCRIPTION
 BK1980
 BK1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1980'1.3 MI SE FROM MAURICEVILLE.
 BK1980'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1980'HIGHWAY 12 IN MAURICEVILLE, 0.05 MILE NORTHWEST OF MILEPOST 479, 74.7
 BK1980'FT. NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 45.0 FT. SOUTHWEST OF
 BK1980'THE SOUTHWEST RAIL OF THE MAIN TRACK OF THE MISSOURI PACIFIC RAILROAD,
 BK1980'23.3 FT. NORTHWEST OF POWERLINE POLE NUMBER 572.
 BK1980'THE MARK IS 1.6 FT  SE FROM A WITNESS POST.
 BK1980'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1980
 BK1980                          STATION RECOVERY (1988)
 BK1980
 BK1980'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1980'RECOVERED IN GOOD CONDITION.
 BK1980
 BK1980                          STATION RECOVERY (1990)
 BK1980
 BK1980'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 BK1980'MARK NOT FOUND.
 BK1980
 BK1980                          STATION RECOVERY (1996)
 BK1980
 BK1980'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1980'MARK NOT FOUND.
 BK1980
 BK1980                          STATION RECOVERY (2001)
 BK1980
 BK1980'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1980'MARK NOT FOUND.
 BK1980
 BK1980                          STATION RECOVERY (2004)
 BK1980
 BK1980'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (LJB)
 BK1980'MARK WAS FOUND IN GOOD CONDITION AS PER ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0592 ***********************************************************************
 AX0592  DESIGNATION -  T 890 RESET 1947
 AX0592  PID         -  AX0592
 AX0592  STATE/COUNTY-  TX/LAVACA
 AX0592  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0592
 AX0592                         *CURRENT SURVEY CONTROL
 AX0592  ___________________________________________________________________
 AX0592* NAD 83(1986)-  29 24 33.     (N)    096 53 13.     (W)     SCALED    
 AX0592* NAVD 88     -        77.501  (meters)     254.27   (feet)  ADJUSTED  
 AX0592  ___________________________________________________________________
 AX0592  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0592  DYNAMIC HT  -          77.392 (meters)     253.91  (feet)  COMP
 AX0592  MODELED GRAV-     979,235.0   (mgal)                       NAVD 88
 AX0592  OBS GRAVITY -     979,231.4   (mgal)                       GRAV_OBS
 AX0592
 AX0592  VERT ORDER  -  FIRST     CLASS I
 AX0592
 AX0592.The horizontal coordinates were scaled from a topographic map and have
 AX0592.an estimated accuracy of +/- 6 seconds.
 AX0592
 AX0592.The orthometric height was determined by differential leveling
 AX0592.and adjusted by the National Geodetic Survey in June 1991..
 AX0592
 AX0592.The geoid height was determined by GEOID03.
 AX0592
 AX0592.The dynamic height is computed by dividing the NAVD 88
 AX0592.geopotential number by the normal gravity value computed on the
 AX0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0592.degrees latitude (g = 980.6199 gals.).
 AX0592
 AX0592.The modeled gravity was interpolated from observed gravity values.
 AX0592.The observed gravity was obtained from relative gravimeter ties
 AX0592.to the IGSN71 gravity network.
 AX0592
 AX0592;                    North         East    Units  Estimated Accuracy
 AX0592;SPC TXSC     - 4,176,500.      805,040.      MT  (+/- 180 meters Scaled)
 AX0592
 AX0592                          SUPERSEDED SURVEY CONTROL
 AX0592
 AX0592  NGVD 29 (??/??/92)   77.493  (m)          254.24   (f) ADJ UNCH    1 1
 AX0592
 AX0592.Superseded values are not recommended for survey control.
 AX0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0592.See file dsdata.txt to determine how the superseded data were derived.
 AX0592
 AX0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT050551(NAD 83)
 AX0592_MARKER: DB = BENCH MARK DISK
 AX0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0592_STAMPING: T 890 RESET 1947
 AX0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0592+STABILITY: SURFACE MOTION
 AX0592
 AX0592  HISTORY     - Date     Condition        Report By
 AX0592  HISTORY     - 1947     MONUMENTED       CGS
 AX0592  HISTORY     - 1972     GOOD             NGS
 AX0592  HISTORY     - 1990     GOOD             USPSQD
 AX0592  HISTORY     - 19970607 GOOD             USPSQD
 AX0592
 AX0592                          STATION DESCRIPTION
 AX0592
 AX0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0592'4.65 MI SE FROM HALLETTSVILLE.
 AX0592'ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 A FROM THE JUNCTION OF U.
 AX0592'S. HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 3.95 MILES
 AX0592'SOUTHEAST ALONG FARM ROAD NO. 530, ABOUT 0.2 MILE SOUTHEAST OF A CURVE
 AX0592'IN THE ROAD, 29 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM
 AX0592'ROAD, 134 FEET NORTHWEST OF TELEPHONE POLE NO. 62 BRACED BY GUY WIRES,
 AX0592'1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT SOUTHEAST OF A
 AX0592'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE FARM ROAD AND SET IN
 AX0592'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 AX0592'GROUND.
 AX0592
 AX0592                          STATION RECOVERY (1990)
 AX0592
 AX0592'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0592'RECOVERED IN GOOD CONDITION.
 AX0592
 AX0592                          STATION RECOVERY (1997)
 AX0592
 AX0592'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1158 ***********************************************************************
 BY1158  DESIGNATION -  T 891
 BY1158  PID         -  BY1158
 BY1158  STATE/COUNTY-  TX/NACOGDOCHES
 BY1158  USGS QUAD   -  APPLEBY (1983)
 BY1158
 BY1158                         *CURRENT SURVEY CONTROL
 BY1158  ___________________________________________________________________
 BY1158* NAD 83(1986)-  31 39 56.     (N)    094 31 20.     (W)     SCALED    
 BY1158* NAVD 88     -       115.13   (+/-2cm)     377.7    (feet)  VERTCON   
 BY1158  ___________________________________________________________________
 BY1158  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BY1158
 BY1158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1158
 BY1158.The horizontal coordinates were scaled from a topographic map and have
 BY1158.an estimated accuracy of +/- 6 seconds.
 BY1158
 BY1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1158.The vertical order pertains to the NGVD 29 superseded value.
 BY1158
 BY1158.The geoid height was determined by GEOID03.
 BY1158
 BY1158;                    North         East    Units  Estimated Accuracy
 BY1158;SPC TX C     - 3,235,980.    1,250,820.      MT  (+/- 180 meters Scaled)
 BY1158
 BY1158                          SUPERSEDED SURVEY CONTROL
 BY1158
 BY1158  NGVD 29 (??/??/92)  115.155  (m)          377.80   (f) ADJ UNCH    2 0
 BY1158
 BY1158.Superseded values are not recommended for survey control.
 BY1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1158.See file dsdata.txt to determine how the superseded data were derived.
 BY1158
 BY1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR556043(NAD 83)
 BY1158_MARKER: DB = BENCH MARK DISK
 BY1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1158_STAMPING: T 891 1948
 BY1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1158+STABILITY: SURFACE MOTION
 BY1158
 BY1158  HISTORY     - Date     Condition        Report By
 BY1158  HISTORY     - 1948     MONUMENTED       CGS
 BY1158
 BY1158                          STATION DESCRIPTION
 BY1158
 BY1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1158'6.45 MI E FROM SWIFT.
 BY1158'2.4 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1158'SWIFT, THENCE 3.95 MILES NORTH ALONG A GRADED DIRT ROAD VIA SHADY
 BY1158'GROVE CHURCH, THENCE 0.1 MILE EAST ALONG A GRADED DIRT ROAD, 0.1 MILE
 BY1158'EAST OF JUNCTION OF EAST-WEST ROAD AND ROAD LEADING SOUTH TO SHADY
 BY1158'GROVE CHURCH, AT THE JUNCTION OF EAST-WEST ROAD AND A ROAD LEADING
 BY1158'NORTH TO PISGAH CHURCH, 99.9 FEET NORTH OF THE CENTER LINE OF THE
 BY1158'EAST-WEST ROAD, 18.9 FEET WEST OF THE CENTER LINE OF ROAD LEADING
 BY1158'NORTH, 1.2 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE
 BY1158'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 BY1158'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0158 ***********************************************************************
 BY0158  DESIGNATION -  T 892
 BY0158  PID         -  BY0158
 BY0158  STATE/COUNTY-  TX/NACOGDOCHES
 BY0158  USGS QUAD   -  GARRISON EAST (1984)
 BY0158
 BY0158                         *CURRENT SURVEY CONTROL
 BY0158  ___________________________________________________________________
 BY0158* NAD 83(1986)-  31 46 33.     (N)    094 26 09.     (W)     SCALED    
 BY0158* NAVD 88     -        85.30   (+/-2cm)     279.9    (feet)  VERTCON   
 BY0158  ___________________________________________________________________
 BY0158  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY0158
 BY0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0158
 BY0158.The horizontal coordinates were scaled from a topographic map and have
 BY0158.an estimated accuracy of +/- 6 seconds.
 BY0158
 BY0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0158.The vertical order pertains to the NGVD 29 superseded value.
 BY0158
 BY0158.The geoid height was determined by GEOID03.
 BY0158
 BY0158;                    North         East    Units  Estimated Accuracy
 BY0158;SPC TX C     - 3,248,620.    1,258,350.      MT  (+/- 180 meters Scaled)
 BY0158
 BY0158                          SUPERSEDED SURVEY CONTROL
 BY0158
 BY0158  NGVD 29 (??/??/92)   85.302  (m)          279.86   (f) ADJ UNCH    2 0
 BY0158
 BY0158.Superseded values are not recommended for survey control.
 BY0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0158.See file dsdata.txt to determine how the superseded data were derived.
 BY0158
 BY0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR640164(NAD 83)
 BY0158_MARKER: DB = BENCH MARK DISK
 BY0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0158_STAMPING: T 892 1948
 BY0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0158+STABILITY: SURFACE MOTION
 BY0158
 BY0158  HISTORY     - Date     Condition        Report By
 BY0158  HISTORY     - 1948     MONUMENTED       CGS
 BY0158  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0158
 BY0158                          STATION DESCRIPTION
 BY0158
 BY0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0158'5.30 MI SE FROM GARRISON.
 BY0158'0.1 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0158'STATION AT GARRISON, THENCE 1.55 MILES SOUTHEAST AND 3.65 MILES SOUTH
 BY0158'AND SOUTHEAST ALONG A GRADED DIRT ROAD (GARRISON-PINE HILL SCHOOL
 BY0158'ROAD), 0.5 MILE NORTHWEST OF A ROAD JUNCTION AND LARGE BRIDGE, AT A
 BY0158'CURVE IN THE ROAD, 210.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF A
 BY0158'WOODEN BRIDGE, 204.0 FEET WEST OF THE WEST CORNER OF AN OLD VACANT
 BY0158'HOUSE, ABOUT 125.0 FEET SOUTHWEST OF A 30-INCH PINE TREE, 33.0 FEET
 BY0158'NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.0 FEET SOUTHEAST OF A
 BY0158'3-WAY FENCE CORNER, 1.5 FEET NORTHWEST OF A REFERENCE POST, 1.4 FEET
 BY0158'NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0158'0.5 FOOT ABOVE THE GROUND.
 BY0158
 BY0158                          STATION RECOVERY (1998)
 BY0158
 BY0158'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1194 ***********************************************************************
 BY1194  DESIGNATION -  T 893
 BY1194  PID         -  BY1194
 BY1194  STATE/COUNTY-  TX/NACOGDOCHES
 BY1194  USGS QUAD   -  WODEN (1983)
 BY1194
 BY1194                         *CURRENT SURVEY CONTROL
 BY1194  ___________________________________________________________________
 BY1194* NAD 83(1986)-  31 34 46.     (N)    094 32 22.     (W)     SCALED    
 BY1194* NAVD 88     -       120.74   (+/-2cm)     396.1    (feet)  VERTCON   
 BY1194  ___________________________________________________________________
 BY1194  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1194
 BY1194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1194
 BY1194.The horizontal coordinates were scaled from a topographic map and have
 BY1194.an estimated accuracy of +/- 6 seconds.
 BY1194
 BY1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1194.The vertical order pertains to the NGVD 29 superseded value.
 BY1194
 BY1194.The geoid height was determined by GEOID03.
 BY1194
 BY1194;                    North         East    Units  Estimated Accuracy
 BY1194;SPC TX C     - 3,226,360.    1,249,680.      MT  (+/- 180 meters Scaled)
 BY1194
 BY1194                          SUPERSEDED SURVEY CONTROL
 BY1194
 BY1194  NGVD 29 (??/??/92)  120.806  (m)          396.34   (f) ADJ UNCH    2 0
 BY1194
 BY1194.Superseded values are not recommended for survey control.
 BY1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1194.See file dsdata.txt to determine how the superseded data were derived.
 BY1194
 BY1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ539948(NAD 83)
 BY1194_MARKER: DB = BENCH MARK DISK
 BY1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1194_STAMPING: T-893 1948
 BY1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1194+STABILITY: SURFACE MOTION
 BY1194
 BY1194  HISTORY     - Date     Condition        Report By
 BY1194  HISTORY     - 1948     MONUMENTED       CGS
 BY1194  HISTORY     - 1977     GOOD             USGS
 BY1194  HISTORY     - 19980919 GOOD             USPSQD
 BY1194
 BY1194                          STATION DESCRIPTION
 BY1194
 BY1194'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY1194'0.85 MI N FROM OAK RIDGE.
 BY1194'0.55 MILE NORTH ALONG ROAD FROM ST. HWY. 21 AT OAK RIDGE.  42 FT. N.
 BY1194'OF THE NW CORNER OF HOUSE, 95 FT. E. OF THE CENTERLINE OF ROAD, 21 FT.
 BY1194'SW OF AN APPLE TREE, SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.3
 BY1194'FT. ABOVE GROUND A STANDARD DISK STAMPED T-893 1948.
 BY1194
 BY1194                          STATION RECOVERY (1998)
 BY1194
 BY1194'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0267 ***********************************************************************
 BY0267  DESIGNATION -  T 894
 BY0267  PID         -  BY0267
 BY0267  STATE/COUNTY-  TX/NACOGDOCHES
 BY0267  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0267
 BY0267                         *CURRENT SURVEY CONTROL
 BY0267  ___________________________________________________________________
 BY0267* NAD 83(1986)-  31 31 04.     (N)    094 21 56.     (W)     SCALED    
 BY0267* NAVD 88     -       107.87   (+/-2cm)     353.9    (feet)  VERTCON   
 BY0267  ___________________________________________________________________
 BY0267  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY0267
 BY0267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0267
 BY0267.The horizontal coordinates were scaled from a topographic map and have
 BY0267.an estimated accuracy of +/- 6 seconds.
 BY0267
 BY0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0267.The vertical order pertains to the NGVD 29 superseded value.
 BY0267
 BY0267.The geoid height was determined by GEOID03.
 BY0267
 BY0267;                    North         East    Units  Estimated Accuracy
 BY0267;SPC TX C     - 3,220,410.    1,266,530.      MT  (+/- 180 meters Scaled)
 BY0267
 BY0267                          SUPERSEDED SURVEY CONTROL
 BY0267
 BY0267  NGVD 29 (??/??/92)  107.914  (m)          354.05   (f) ADJ UNCH    2 0
 BY0267
 BY0267.Superseded values are not recommended for survey control.
 BY0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0267.See file dsdata.txt to determine how the superseded data were derived.
 BY0267
 BY0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ703877(NAD 83)
 BY0267_MARKER: DB = BENCH MARK DISK
 BY0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0267_STAMPING: T 894 1949
 BY0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0267+STABILITY: SURFACE MOTION
 BY0267
 BY0267  HISTORY     - Date     Condition        Report By
 BY0267  HISTORY     - 1949     MONUMENTED       CGS
 BY0267  HISTORY     - 1962     GOOD             NGS
 BY0267  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0267
 BY0267                          STATION DESCRIPTION
 BY0267
 BY0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BY0267'1.5 MI NW FROM CHIRENO.
 BY0267'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BY0267'CHIRENO, AT THE FARM HOME OF VESTA DANIELS, 145.0 FEET WEST OF THE
 BY0267'NORTHWEST CORNER OF THE DANIELS FARMHOUSE, 72.0 FEET SOUTH OF THE
 BY0267'CENTER LINE OF THE HIGHWAY, 43.0 FEET NORTHWEST OF A 30-INCH OAK TREE,
 BY0267'1.7 FEET EAST OF A REFERENCE POST, 0.8 FOOT NORTH OF A FENCE, AND SET
 BY0267'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY0267'NOTE-- EXCEPT THE REFERENCE POST HAD ROTTED AWAY.  A NEW METAL WITNESS
 BY0267'POST, WITH SIGN, WAS SET 1 FOOT EAST OF THE BENCH MARK.
 BY0267
 BY0267                          STATION RECOVERY (1998)
 BY0267
 BY0267'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1196 ***********************************************************************
 BY1196  DESIGNATION -  T 895
 BY1196  PID         -  BY1196
 BY1196  STATE/COUNTY-  TX/NACOGDOCHES
 BY1196  USGS QUAD   -  WODEN (1983)
 BY1196
 BY1196                         *CURRENT SURVEY CONTROL
 BY1196  ___________________________________________________________________
 BY1196* NAD 83(1986)-  31 33 30.     (N)    094 32 42.     (W)     SCALED    
 BY1196* NAVD 88     -       107.67   (+/-2cm)     353.2    (feet)  VERTCON   
 BY1196  ___________________________________________________________________
 BY1196  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BY1196
 BY1196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1196
 BY1196.The horizontal coordinates were scaled from a topographic map and have
 BY1196.an estimated accuracy of +/- 6 seconds.
 BY1196
 BY1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1196.The vertical order pertains to the NGVD 29 superseded value.
 BY1196
 BY1196.The geoid height was determined by GEOID03.
 BY1196
 BY1196;                    North         East    Units  Estimated Accuracy
 BY1196;SPC TX C     - 3,224,000.    1,249,280.      MT  (+/- 180 meters Scaled)
 BY1196
 BY1196                          SUPERSEDED SURVEY CONTROL
 BY1196
 BY1196  NGVD 29 (??/??/92)  107.738  (m)          353.47   (f) ADJ UNCH    2 0
 BY1196
 BY1196.Superseded values are not recommended for survey control.
 BY1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1196.See file dsdata.txt to determine how the superseded data were derived.
 BY1196
 BY1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ533925(NAD 83)
 BY1196_MARKER: DB = BENCH MARK DISK
 BY1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1196_STAMPING: T-895 1949
 BY1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1196+STABILITY: SURFACE MOTION
 BY1196
 BY1196  HISTORY     - Date     Condition        Report By
 BY1196  HISTORY     - 1949     MONUMENTED       CGS
 BY1196  HISTORY     - 1977     GOOD             USGS
 BY1196  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1196
 BY1196                          STATION DESCRIPTION
 BY1196
 BY1196'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY1196'1.2 MI S FROM OAK RIDGE.
 BY1196'0.9 MILE SO ALONG FARM RD. 226 FROM THE INTERSECTION OF STATE HWY. 21
 BY1196'AND FARM RD. 226 AT OAK RIDGE, 96.0 FT. E OF CENTER LINE OF ROAD, 200
 BY1196'FT. S OF THE CENTER OF A GATE IN THE EAST R.O.W. FENCE AND 58 FT. E OF
 BY1196'FENCE.  SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE THE
 BY1196'GROUND.
 BY1196
 BY1196                          STATION RECOVERY (1998)
 BY1196
 BY1196'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1485 ***********************************************************************
 BY1485  DESIGNATION -  T 896
 BY1485  PID         -  BY1485
 BY1485  STATE/COUNTY-  TX/HOUSTON
 BY1485  USGS QUAD   -  KENNARD (1951)
 BY1485
 BY1485                         *CURRENT SURVEY CONTROL
 BY1485  ___________________________________________________________________
 BY1485* NAD 83(1986)-  31 17 43.     (N)    095 12 38.     (W)     SCALED    
 BY1485* NAVD 88     -       120.90   (+/-2cm)     396.7    (feet)  VERTCON   
 BY1485  ___________________________________________________________________
 BY1485  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1485
 BY1485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1485
 BY1485.The horizontal coordinates were scaled from a topographic map and have
 BY1485.an estimated accuracy of +/- 6 seconds.
 BY1485
 BY1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1485.The vertical order pertains to the NGVD 29 superseded value.
 BY1485
 BY1485.The geoid height was determined by GEOID03.
 BY1485
 BY1485;                    North         East    Units  Estimated Accuracy
 BY1485;SPC TX C     - 3,191,770.    1,187,510.      MT  (+/- 180 meters Scaled)
 BY1485
 BY1485                          SUPERSEDED SURVEY CONTROL
 BY1485
 BY1485  NGVD 29 (??/??/92)  120.914  (m)          396.70   (f) ADJ UNCH    2 0
 BY1485
 BY1485.Superseded values are not recommended for survey control.
 BY1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1485.See file dsdata.txt to determine how the superseded data were derived.
 BY1485
 BY1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ895644(NAD 83)
 BY1485_MARKER: DB = BENCH MARK DISK
 BY1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1485_STAMPING: T 896 1948
 BY1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1485+STABILITY: SURFACE MOTION
 BY1485
 BY1485  HISTORY     - Date     Condition        Report By
 BY1485  HISTORY     - 1948     MONUMENTED       CGS
 BY1485
 BY1485                          STATION DESCRIPTION
 BY1485
 BY1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1485'7.10 MI W FROM KENNARD.
 BY1485'4.55 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 25
 BY1485'FROM THE FARMERS GUARANTEE STATE BANK AT KENNARD, THENCE 2.55 MILES
 BY1485'WEST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 27 AND A TRAIL, 0.3
 BY1485'MILE WEST ALONG THE TRAIL FROM THE JUNCTION WITH THE NATIONAL FOREST
 BY1485'HIGHWAY, 93.0 FEET NORTH OF THE NORTHEAST CORNER OF AN ABANDONED
 BY1485'FARMHOUSE, 20.5 FEET NORTH OF THE CENTER LINE OF THE TRAIL, 18.4 FEET
 BY1485'SOUTHWEST OF A 16-INCH PINE TREE WITH A TRIANGULAR BLAZE, 10.0 FEET
 BY1485'NORTHEAST OF A 16-INCH OAK TREE, 2.2 FEET NORTH OF A REFERENCE POST,
 BY1485'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BY1485'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1621 ***********************************************************************
 BY1621  DESIGNATION -  T 897
 BY1621  PID         -  BY1621
 BY1621  STATE/COUNTY-  TX/HOUSTON
 BY1621  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1621
 BY1621                         *CURRENT SURVEY CONTROL
 BY1621  ___________________________________________________________________
 BY1621* NAD 83(1986)-  31 08 14.     (N)    095 24 42.     (W)     SCALED    
 BY1621* NAVD 88     -        63.53   (+/-2cm)     208.4    (feet)  VERTCON   
 BY1621  ___________________________________________________________________
 BY1621  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1621
 BY1621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1621
 BY1621.The horizontal coordinates were scaled from a topographic map and have
 BY1621.an estimated accuracy of +/- 6 seconds.
 BY1621
 BY1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1621.The vertical order pertains to the NGVD 29 superseded value.
 BY1621
 BY1621.The geoid height was determined by GEOID03.
 BY1621
 BY1621;                    North         East    Units  Estimated Accuracy
 BY1621;SPC TX C     - 3,173,400.    1,169,160.      MT  (+/- 180 meters Scaled)
 BY1621
 BY1621                          SUPERSEDED SURVEY CONTROL
 BY1621
 BY1621  NGVD 29 (??/??/92)   63.551  (m)          208.50   (f) ADJ UNCH    2 0
 BY1621
 BY1621.Superseded values are not recommended for survey control.
 BY1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1621.See file dsdata.txt to determine how the superseded data were derived.
 BY1621
 BY1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ700473(NAD 83)
 BY1621_MARKER: DB = BENCH MARK DISK
 BY1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1621_STAMPING: T 897 1948
 BY1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1621+STABILITY: SURFACE MOTION
 BY1621
 BY1621  HISTORY     - Date     Condition        Report By
 BY1621  HISTORY     - 1948     MONUMENTED       CGS
 BY1621  HISTORY     - 1962     GOOD             USGS
 BY1621
 BY1621                          STATION DESCRIPTION
 BY1621
 BY1621'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BY1621'2.5 MI E FROM LOVELADY.
 BY1621'LOVELADY, 2.5 MILES EAST OF ALONG FARM ROAD NO. 1280.  12 FEET WEST OF
 BY1621'THE NE. CORNER OF A CEMETERY.  30 FEET SOUTH OF THE CENTER OF AN
 BY1621'ABANDONED ROAD.  1.7 FEET WEST OF A WITNESS POST.  0.5 FEET NORTH OF A
 BY1621'FENCE.  IN A CONCRETE POST PROJECTING 0.3 FEET, A STANDARD TABLET
 BY1621'STAMPED T 897 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0153 ***********************************************************************
 BZ0153  DESIGNATION -  T 898
 BZ0153  PID         -  BZ0153
 BZ0153  STATE/COUNTY-  TX/FREESTONE
 BZ0153  USGS QUAD   -  DEW (1982)
 BZ0153
 BZ0153                         *CURRENT SURVEY CONTROL
 BZ0153  ___________________________________________________________________
 BZ0153* NAD 83(1986)-  31 32 45.     (N)    096 12 30.     (W)     SCALED    
 BZ0153* NAVD 88     -       147.908  (meters)     485.26   (feet)  ADJUSTED  
 BZ0153  ___________________________________________________________________
 BZ0153  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BZ0153  DYNAMIC HT  -         147.729 (meters)     484.67  (feet)  COMP
 BZ0153  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 BZ0153
 BZ0153  VERT ORDER  -  SECOND    CLASS 0
 BZ0153
 BZ0153.The horizontal coordinates were scaled from a topographic map and have
 BZ0153.an estimated accuracy of +/- 6 seconds.
 BZ0153
 BZ0153.The orthometric height was determined by differential leveling
 BZ0153.and adjusted by the National Geodetic Survey in June 1991..
 BZ0153
 BZ0153.The geoid height was determined by GEOID03.
 BZ0153
 BZ0153.The dynamic height is computed by dividing the NAVD 88
 BZ0153.geopotential number by the normal gravity value computed on the
 BZ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0153.degrees latitude (g = 980.6199 gals.).
 BZ0153
 BZ0153.The modeled gravity was interpolated from observed gravity values.
 BZ0153
 BZ0153;                    North         East    Units  Estimated Accuracy
 BZ0153;SPC TX C     - 3,215,580.    1,091,580.      MT  (+/- 180 meters Scaled)
 BZ0153
 BZ0153                          SUPERSEDED SURVEY CONTROL
 BZ0153
 BZ0153  NGVD 29 (??/??/92)  147.898  (m)          485.23   (f) ADJ UNCH    2 0
 BZ0153
 BZ0153.Superseded values are not recommended for survey control.
 BZ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0153.See file dsdata.txt to determine how the superseded data were derived.
 BZ0153
 BZ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV650934(NAD 83)
 BZ0153_MARKER: DB = BENCH MARK DISK
 BZ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0153_STAMPING: T 898 1948
 BZ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0153+STABILITY: SURFACE MOTION
 BZ0153
 BZ0153  HISTORY     - Date     Condition        Report By
 BZ0153  HISTORY     - 1948     MONUMENTED       CGS
 BZ0153
 BZ0153                          STATION DESCRIPTION
 BZ0153
 BZ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0153'3.05 MI E FROM FREESTONE.
 BZ0153'3.05 MILES EAST ALONG THE FREESTONE-BUFFALO DIRT ROAD FROM THE GRADE
 BZ0153'SCHOOL AT FREESTONE, AT A T ROAD JUNCTION, 240.0 FEET EAST OF AND
 BZ0153'ACROSS THE ROAD FROM THE SITE OF A DESTROYED FARMHOUSE, 48.0 FEET
 BZ0153'NORTH OF THE EXTENDED CENTER LINE OF THE T ROAD, 32.5 FEET EAST OF AND
 BZ0153'LEVEL WITH THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 17.9 FEET
 BZ0153'NORTHEAST OF A MAILBOX, 3.3 FEET NORTH OF A TELEPHONE POLE, 1.7 FEET
 BZ0153'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0153'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0178 ***********************************************************************
 BZ0178  DESIGNATION -  T 899
 BZ0178  PID         -  BZ0178
 BZ0178  STATE/COUNTY-  TX/FREESTONE
 BZ0178  USGS QUAD   -  LANELY (1982)
 BZ0178
 BZ0178                         *CURRENT SURVEY CONTROL
 BZ0178  ___________________________________________________________________
 BZ0178* NAD 83(1986)-  31 36 07.     (N)    096 04 18.     (W)     SCALED    
 BZ0178* NAVD 88     -       134.319  (meters)     440.68   (feet)  ADJUSTED  
 BZ0178  ___________________________________________________________________
 BZ0178  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BZ0178  DYNAMIC HT  -         134.156 (meters)     440.14  (feet)  COMP
 BZ0178  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 BZ0178
 BZ0178  VERT ORDER  -  SECOND    CLASS 0
 BZ0178
 BZ0178.The horizontal coordinates were scaled from a topographic map and have
 BZ0178.an estimated accuracy of +/- 6 seconds.
 BZ0178
 BZ0178.The orthometric height was determined by differential leveling
 BZ0178.and adjusted by the National Geodetic Survey in June 1991..
 BZ0178
 BZ0178.The geoid height was determined by GEOID03.
 BZ0178
 BZ0178.The dynamic height is computed by dividing the NAVD 88
 BZ0178.geopotential number by the normal gravity value computed on the
 BZ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0178.degrees latitude (g = 980.6199 gals.).
 BZ0178
 BZ0178.The modeled gravity was interpolated from observed gravity values.
 BZ0178
 BZ0178;                    North         East    Units  Estimated Accuracy
 BZ0178;SPC TX C     - 3,222,290.    1,104,300.      MT  (+/- 180 meters Scaled)
 BZ0178
 BZ0178                          SUPERSEDED SURVEY CONTROL
 BZ0178
 BZ0178  NGVD 29 (??/??/92)  134.304  (m)          440.63   (f) ADJ UNCH    2 0
 BZ0178
 BZ0178.Superseded values are not recommended for survey control.
 BZ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0178.See file dsdata.txt to determine how the superseded data were derived.
 BZ0178
 BZ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA778000(NAD 83)
 BZ0178_MARKER: DB = BENCH MARK DISK
 BZ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0178_STAMPING: T 899 1948
 BZ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0178+STABILITY: SURFACE MOTION
 BZ0178
 BZ0178  HISTORY     - Date     Condition        Report By
 BZ0178  HISTORY     - 1948     MONUMENTED       CGS
 BZ0178
 BZ0178                          STATION DESCRIPTION
 BZ0178
 BZ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0178'4.05 MI E FROM DEW.
 BZ0178'4.05 MILES EAST ALONG FARM ROAD 489 FROM THE METHODIST CHURCH AT DEW,
 BZ0178'111.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 39.0 FEET
 BZ0178'NORTH OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 35.0
 BZ0178'FEET EAST OF A FENCE CORNER, 1.8 FEET WEST OF A WITNESS POST, 1.0 FOOT
 BZ0178'SOUTH OF A WOVEN WIRE FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0178'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0042 ***********************************************************************
 BM0042  DESIGNATION -  T 900
 BM0042  PID         -  BM0042
 BM0042  STATE/COUNTY-  TX/BRAZOS
 BM0042  USGS QUAD   -  BRYAN WEST (1980)
 BM0042
 BM0042                         *CURRENT SURVEY CONTROL
 BM0042  ___________________________________________________________________
 BM0042* NAD 83(1986)-  30 39 46.     (N)    096 25 06.     (W)     SCALED    
 BM0042* NAVD 88     -        83.92   (+/-2cm)     275.3    (feet)  VERTCON   
 BM0042  ___________________________________________________________________
 BM0042  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BM0042
 BM0042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0042
 BM0042.The horizontal coordinates were scaled from a topographic map and have
 BM0042.an estimated accuracy of +/- 6 seconds.
 BM0042
 BM0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0042.The vertical order pertains to the NGVD 29 superseded value.
 BM0042
 BM0042.The geoid height was determined by GEOID03.
 BM0042
 BM0042;                    North         East    Units  Estimated Accuracy
 BM0042;SPC TX C     - 3,117,030.    1,075,090.      MT  (+/- 180 meters Scaled)
 BM0042
 BM0042                          SUPERSEDED SURVEY CONTROL
 BM0042
 BM0042  NGVD 29 (??/??/92)   83.884  (m)          275.21   (f) ADJ UNCH    2 0
 BM0042
 BM0042.Superseded values are not recommended for survey control.
 BM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0042.See file dsdata.txt to determine how the superseded data were derived.
 BM0042
 BM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU473950(NAD 83)
 BM0042_MARKER: DB = BENCH MARK DISK
 BM0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0042_STAMPING: T-900 1944
 BM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0042+STABILITY: SURFACE MOTION
 BM0042
 BM0042  HISTORY     - Date     Condition        Report By
 BM0042  HISTORY     - 1944     MONUMENTED       CGS
 BM0042  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0042
 BM0042                          STATION DESCRIPTION
 BM0042
 BM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0042'3.1 MI SW FROM BRYAN.
 BM0042'ABOUT 3.1 MILES SOUTH WEST ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE
 BM0042'IN BRYAN BRAZOS COUNTY, WEST OF A LARGE CAVED IN PLACE ALONG THE ROAD,
 BM0042'69.0 FEET NORTH OF CENTER LINE OF ROAD, 1.3 FEET SOUTH OF RIGHT-OF-WAY
 BM0042'FENCE LINE, 15.0 FEET WEST OF POWER LINE POLE, 1.7 FEET EAST OF MARKER
 BM0042'POST, A STANDARD IRON DISK, STAMPED T-900 1944 SET IN THE TOP OF A
 BM0042'CONCRETE POST, PROJECTING 5 INCHES ABOVE THE GROUND.
 BM0042
 BM0042                          STATION RECOVERY (1994)
 BM0042
 BM0042'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0497 ***********************************************************************
 CR0497  DESIGNATION -  T 901
 CR0497  PID         -  CR0497
 CR0497  STATE/COUNTY-  TX/SMITH
 CR0497  USGS QUAD   -  CHANDLER (1973)
 CR0497
 CR0497                         *CURRENT SURVEY CONTROL
 CR0497  ___________________________________________________________________
 CR0497* NAD 83(1986)-  32 21 33.     (N)    095 23 59.     (W)     SCALED    
 CR0497* NAVD 88     -       161.126  (meters)     528.63   (feet)  ADJUSTED  
 CR0497  ___________________________________________________________________
 CR0497  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0497  DYNAMIC HT  -         160.937 (meters)     528.01  (feet)  COMP
 CR0497  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CR0497
 CR0497  VERT ORDER  -  SECOND    CLASS 0
 CR0497
 CR0497.This mark is at Tyler Pounds Fld (TYR) Airport (TYR)
 CR0497
 CR0497.The horizontal coordinates were scaled from a topographic map and have
 CR0497.an estimated accuracy of +/- 6 seconds.
 CR0497
 CR0497.The orthometric height was determined by differential leveling
 CR0497.and adjusted by the National Geodetic Survey in June 1991..
 CR0497
 CR0497.The geoid height was determined by GEOID03.
 CR0497
 CR0497.The dynamic height is computed by dividing the NAVD 88
 CR0497.geopotential number by the normal gravity value computed on the
 CR0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0497.degrees latitude (g = 980.6199 gals.).
 CR0497
 CR0497.The modeled gravity was interpolated from observed gravity values.
 CR0497
 CR0497;                    North         East    Units  Estimated Accuracy
 CR0497;SPC TXNC     - 2,081,100.      891,750.      MT  (+/- 180 meters Scaled)
 CR0497
 CR0497                          SUPERSEDED SURVEY CONTROL
 CR0497
 CR0497  NGVD 29 (??/??/92)  161.150  (m)          528.71   (f) ADJ UNCH    2 0
 CR0497
 CR0497.Superseded values are not recommended for survey control.
 CR0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0497.See file dsdata.txt to determine how the superseded data were derived.
 CR0497
 CR0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR741827(NAD 83)
 CR0497_MARKER: DB = BENCH MARK DISK
 CR0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0497_SP_SET: WALL
 CR0497_STAMPING: T 901 1945
 CR0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0497
 CR0497  HISTORY     - Date     Condition        Report By
 CR0497  HISTORY     - 1945     MONUMENTED       CGS
 CR0497  HISTORY     - 1948     GOOD             NGS
 CR0497  HISTORY     - 1975     GOOD             NGS
 CR0497  HISTORY     - 1980     GOOD             LOCSUR
 CR0497  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0497
 CR0497                          STATION DESCRIPTION
 CR0497
 CR0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0497'4.1 MI W FROM TYLER.
 CR0497'4.1 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF STATE
 CR0497'HIGHWAY 31 AT THE WEST EDGE OF TYLER, AT POUNDS FIELD, 268.6 FEET
 CR0497'SOUTHWEST OF THE SOUTHWEST LEG OF THE AIRWAY-BEACON TOWER, 224.0 FEET
 CR0497'WEST OF THE WEST CORNER OF THE ADMINISTRATION BUILDING, 1.5 FEET NORTH
 CR0497'OF THE SOUTHEAST CORNER OF A TRANSFORMER VAULT, AND SET VERTICALLY 3.0
 CR0497'FEET ABOVE THE GROUND IN THE EAST CONCRETE WALL OF THE VAULT.
 CR0497
 CR0497                          STATION RECOVERY (1975)
 CR0497
 CR0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CR0497'RECOVERED IN GOOD CONDITION.
 CR0497
 CR0497                          STATION RECOVERY (1980)
 CR0497
 CR0497'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CR0497'RECOVERED IN GOOD CONDITION.
 CR0497
 CR0497                          STATION RECOVERY (1996)
 CR0497
 CR0497'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0530 ***********************************************************************
 DN0530  DESIGNATION -  T 902
 DN0530  PID         -  DN0530
 DN0530  STATE/COUNTY-  TX/GRAYSON
 DN0530  USGS QUAD   -  ETHEL (1975)
 DN0530
 DN0530                         *CURRENT SURVEY CONTROL
 DN0530  ___________________________________________________________________
 DN0530* NAD 83(1986)-  33 30 33.     (N)    096 46 18.     (W)     SCALED    
 DN0530* NAVD 88     -       221.578  (meters)     726.96   (feet)  ADJUSTED  
 DN0530  ___________________________________________________________________
 DN0530  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DN0530  DYNAMIC HT  -         221.345 (meters)     726.20  (feet)  COMP
 DN0530  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 DN0530
 DN0530  VERT ORDER  -  SECOND    CLASS 0
 DN0530
 DN0530.The horizontal coordinates were scaled from a topographic map and have
 DN0530.an estimated accuracy of +/- 6 seconds.
 DN0530
 DN0530.The orthometric height was determined by differential leveling
 DN0530.and adjusted by the National Geodetic Survey in June 1991..
 DN0530
 DN0530.The geoid height was determined by GEOID03.
 DN0530
 DN0530.The dynamic height is computed by dividing the NAVD 88
 DN0530.geopotential number by the normal gravity value computed on the
 DN0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0530.degrees latitude (g = 980.6199 gals.).
 DN0530
 DN0530.The modeled gravity was interpolated from observed gravity values.
 DN0530
 DN0530;                    North         East    Units  Estimated Accuracy
 DN0530;SPC TXNC     - 2,205,640.      760,560.      MT  (+/- 180 meters Scaled)
 DN0530
 DN0530                          SUPERSEDED SURVEY CONTROL
 DN0530
 DN0530  NGVD 29 (??/??/92)  221.573  (m)          726.94   (f) ADJ UNCH    2 0
 DN0530
 DN0530.Superseded values are not recommended for survey control.
 DN0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0530.See file dsdata.txt to determine how the superseded data were derived.
 DN0530
 DN0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC069099(NAD 83)
 DN0530_MARKER: DB = BENCH MARK DISK
 DN0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0530_STAMPING: T 902 1945
 DN0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0530+STABILITY: SURFACE MOTION
 DN0530
 DN0530  HISTORY     - Date     Condition        Report By
 DN0530  HISTORY     - 1945     MONUMENTED       CGS
 DN0530  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0530
 DN0530                          STATION DESCRIPTION
 DN0530
 DN0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DN0530'8.3 MI NW FROM GUNTER.
 DN0530'ABOUT 3.7 MILES NORTH ALONG STATE HIGHWAY NO. 289 FROM THE HIGH SCHOOL
 DN0530'BUILDING AT GUNTER, THENCE WESTERLY 3.3 MILES ALONG A GRADED DIRT
 DN0530'ROAD, THENCE NORTH 1.3 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK.
 DN0530'BENCH MARK IS AT THE WEST AND MAIN ENTRANCE TO GASKIN FIELD, 41.0
 DN0530'FEET EAST OF THE CENTER LINE OF THE ROAD, 46.0 FEET NORTH OF THE
 DN0530'CENTER LINE OF THE DRIVE, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT SOUTH
 DN0530'OF A 4X4 MARKER POST.  AN IRON DISK STAMPED T 902 1945 SET IN THE TOP
 DN0530'OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 DN0530
 DN0530                          STATION RECOVERY (1999)
 DN0530
 DN0530'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0050 ***********************************************************************
 CV0050  FBN         -  This is a Federal Base Network Control Station.
 CV0050  PACS        -  This is a Primary Airport Control Station.
 CV0050  DESIGNATION -  T 903
 CV0050  PID         -  CV0050
 CV0050  STATE/COUNTY-  TX/MIDLAND
 CV0050  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0050
 CV0050                         *CURRENT SURVEY CONTROL
 CV0050  ___________________________________________________________________
 CV0050* NAD 83(1993)-  32 02 00.31716(N)    102 05 54.47931(W)     ADJUSTED  
 CV0050* NAVD 88     -       850.935  (meters)    2791.78   (feet)  ADJUSTED  
 CV0050  ___________________________________________________________________
 CV0050  X           -  -1,134,480.437 (meters)                     COMP
 CV0050  Y           -  -5,292,569.569 (meters)                     COMP
 CV0050  Z           -   3,364,012.050 (meters)                     COMP
 CV0050  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CV0050  ELLIP HEIGHT-         826.37  (meters)          (10/24/00) GPS OBS
 CV0050  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CV0050  DYNAMIC HT  -         849.737 (meters)    2787.85  (feet)  COMP
 CV0050  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 CV0050
 CV0050  HORZ ORDER  -  B
 CV0050  VERT ORDER  -  FIRST     CLASS II
 CV0050  ELLP ORDER  -  FOURTH    CLASS II
 CV0050
 CV0050.This mark is at Midland Airpark (MDD)  (MDD)
 CV0050
 CV0050.The horizontal coordinates were established by GPS observations
 CV0050.and adjusted by the National Geodetic Survey in September 1996..
 CV0050
 CV0050.The orthometric height was determined by differential leveling
 CV0050.and adjusted by the National Geodetic Survey in June 1991..
 CV0050.WARNING-Repeat measurements at this control monument indicate possible
 CV0050.vertical movement.
 CV0050
 CV0050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0050
 CV0050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0050
 CV0050.The ellipsoidal height was determined by GPS observations
 CV0050.and is referenced to NAD 83.
 CV0050
 CV0050.The geoid height was determined by GEOID03.
 CV0050
 CV0050.The dynamic height is computed by dividing the NAVD 88
 CV0050.geopotential number by the normal gravity value computed on the
 CV0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0050.degrees latitude (g = 980.6199 gals.).
 CV0050
 CV0050.The modeled gravity was interpolated from observed gravity values.
 CV0050
 CV0050;                    North         East     Units Scale Factor Converg.
 CV0050;SPC TX C     - 3,263,706.189   533,267.253   MT  1.00004377   -0 54 32.9
 CV0050;SPC TX C     -10,707,676.06  1,749,560.98   sFT  1.00004377   -0 54 32.9
 CV0050;UTM  13      - 3,547,822.326   774,017.491   MT  1.00052610   +1 32 23.9
 CV0050
 CV0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0050!SPC TX C     -   0.99987026  x   1.00004377  =   0.99991403
 CV0050!UTM  13      -   0.99987026  x   1.00052610  =   1.00039629
 CV0050
 CV0050:                Primary Azimuth Mark                     Grid Az
 CV0050:SPC TX C     -  MDD A                                    018 50 56.4
 CV0050:UTM  13      -  MDD A                                    016 23 59.6
 CV0050
 CV0050|---------------------------------------------------------------------|
 CV0050| PID    Reference Object                     Distance      Geod. Az  |
 CV0050|                                                           dddmmss.s |
 CV0050| AE6907 MDD A                               484.451 METERS 0175623.5 |
 CV0050| CV0903 T 903 AZ MK                         APPROX. 0.6 KM 1855616.8 |
 CV0050|---------------------------------------------------------------------|
 CV0050
 CV0050                          SUPERSEDED SURVEY CONTROL
 CV0050
 CV0050  ELLIP H (09/09/96)  826.36   (m)                       GP(       ) 1 2
 CV0050  NAD 83(1993)-  32 02 00.31552(N)    102 05 54.47998(W) AD(       ) 3
 CV0050  ELLIP H (02/16/96)  826.45   (m)                       GP(       ) 5 1
 CV0050  ELLIP H (12/21/93)  826.08   (m)                       GP(       ) 4 1
 CV0050  NAD 83(1986)-  32 02 00.31775(N)    102 05 54.47072(W) AD(       ) 3
 CV0050  NAD 27      -  32 01 59.88621(N)    102 05 52.94637(W) AD(       ) 3
 CV0050  NAVD 88 (09/09/96)  850.93   (m)         2791.8    (f) LEVELING    3  
 CV0050  NGVD 29 (??/??/92)  850.560  (m)         2790.55   (f) ADJ UNCH    1 2
 CV0050
 CV0050.Superseded values are not recommended for survey control.
 CV0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0050.See file dsdata.txt to determine how the superseded data were derived.
 CV0050
 CV0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR7401747822(NAD 83)
 CV0050_MARKER: DB = BENCH MARK DISK
 CV0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0050_SP_SET: CONCRETE POST
 CV0050_STAMPING: T 903 1945
 CV0050_MARK LOGO: CGS   
 CV0050_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0050+STABILITY: SURFACE MOTION
 CV0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0050+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 CV0050
 CV0050  HISTORY     - Date     Condition        Report By
 CV0050  HISTORY     - 1945     MONUMENTED       CGS
 CV0050  HISTORY     - 1956     GOOD             NGS
 CV0050  HISTORY     - 1958     GOOD             NGS
 CV0050  HISTORY     - 1988     GOOD             NGS
 CV0050  HISTORY     - 19890203 GOOD             NGS
 CV0050  HISTORY     - 19950518 GOOD             NGS
 CV0050  HISTORY     - 20030506 GOOD             JCLS
 CV0050
 CV0050                          STATION DESCRIPTION
 CV0050
 CV0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CV0050'3.4 MI N FROM MIDLAND.
 CV0050'1 BLOCK WEST ALONG WEST WALL AVENUE FROM THE COURTHOUSE AT MIDLAND,
 CV0050'THENCE 2.5 MILES NORTH ALONG NORTH BIG SPRING STREET, THENCE 0.9 MILE
 CV0050'SOUTHWEST ALONG AN OILED ROAD, 16.7 FEET NORTH OF THE SOUTHWEST LEG OF
 CV0050'THE CONTROL TOWER AT THE MIDLAND AIRPARK, 4.6 FEET SOUTH OF THE
 CV0050'NORTHWEST LEG OF THE CONTROL TOWER, ON THE EXTENDED CENTER LINE OF A
 CV0050'TAXI STRIP LEADING WEST, 120 FEET EAST OF THE CENTER LINE OF AN OILED
 CV0050'TAXI STRIP, 0.4 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 CV0050'CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 CV0050
 CV0050                          STATION RECOVERY (1958)
 CV0050
 CV0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CV0050'RECOVERED IN GOOD CONDITION.
 CV0050
 CV0050                          STATION RECOVERY (1988)
 CV0050
 CV0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CV0050'THE STATION WAS RECOVERED AT THIS DATE.
 CV0050'
 CV0050'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 CV0050'NORTH OF DOWNTOWN MIDLAND, AT THE MIDLAND AIRPARK, AT SITE OF NOW
 CV0050'REMOVED CONTROL TOWER.  IT IS 0.2 KM (0.1 MI) WEST FROM THE
 CV0050'TERMINAL BUILDING IN A LARGE GRASS AREA BORDERED ON THE WEST BY A
 CV0050'CURVED TAXIWAY.
 CV0050'OWNERSHIP--CITY OF MIDLAND, PO BOX 1152, MIDLAND TX 79702.  AIRPORT
 CV0050'MANAGER IS VICTOR WHITE, PHONE 915-563-1460.
 CV0050'
 CV0050'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 349 AND
 CV0050'LOOP 250, ABOUT 5.5 KM (3.4 MI) NORTH OF MIDLAND, GO SOUTH ON STATE
 CV0050'HIGHWAY 349 FOR 1.0 KM (0.6 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 CV0050'WEST ON AIRPARK DRIVE FOR 0.8 KM (0.5 MI) TO ROAD TURN TO LEFT.
 CV0050'CONTINUE AHEAD ON PAVED ROAD FOR 0.2 KM (0.15 MI) TO A FORK.  BEAR
 CV0050'LEFT FOR 0.2 KM (0.1 MI) TO THE TERMINAL BUILDING ON THE LEFT.
 CV0050'BEAR RIGHT AND GO WEST ACROSS GRASS FOR 0.2 KM (0.1 MI) TO THE MARK.
 CV0050'
 CV0050'STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---T 903
 CV0050'1945---, SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST 5 CM BELOW
 CV0050'THE GROUND.  LOCATED
 CV0050'5.3 METERS (17.4 FT) NORTH OF CENTER OF SOUTHWEST TOWER BASE, 4.5
 CV0050'METERS (14.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF A 0.3 METER
 CV0050'(1.0 FT) HIGH CONCRETE TOWER STEP, 3.7 METERS (12.1 FT) WEST OF THE
 CV0050'NORTHWEST CORNER OF A 1.5 METERS (4.9 FT) SQUARE CONCRETE PAD IN
 CV0050'MIDDLE OF TOWER BASES, 1.8 METERS (5.9 FT) NORTH OF EXTENDED CENTER
 CV0050'OF TAXIWAY LEADING WEST AND 0.4 METER (1.3 FT) EAST OF A FIBERGLASS
 CV0050'WITNESS POST.
 CV0050'
 CV0050'AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CV0050'DRIVEN INTO THE GROUND 4.8 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 CV0050'IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE
 CV0050'WITH A LOGO CAP STAMPED---T 903 AZ MK 1988---, THE ROD IS RECESSED
 CV0050'5 CM BELOW THE GROUND SURFACE.  LOCATED 14.2 METERS (46.5 FT)
 CV0050'NORTH-NORTHWEST FROM TAXIWAY CENTER, 5.8 METERS (19.0 FT)
 CV0050'EAST-NORTHEAST OF RUNWAY EDGE AND 0.6 METER (2.0 FT)
 CV0050'SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 CV0050'
 CV0050'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CV0050'
 CV0050'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CV0050'
 CV0050'DESCRIBED BY D.A. BOWLING.
 CV0050
 CV0050                          STATION RECOVERY (1989)
 CV0050
 CV0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CV0050'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF DOWNTOWN MIDLAND,
 CV0050'AT THE MIDLAND AIRPARK, 0.12 KM (0.05 MI) WEST OF THE TERMINAL
 CV0050'BUILDING, IN A GRASS AREA NEAR A CURVED TAXI.  OWNERSHIP--CITY OF
 CV0050'MIDLAND, POST OFFICE BOX 1152, MIDLAND, TEXAS 79702.  THE AIRPORT
 CV0050'MANAGER IS VICTOR WHITE, TELEPHONE 915-563-1460.
 CV0050'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 349 AND LOOP
 CV0050'250 NORTH OF MIDLAND, GO SOUTH ON STATE HIGHWAY 349 FOR 1.02 KM
 CV0050'(0.65 MI) TO AIRPARK DRIVE.  TURN RIGHT AND GO WESTERLY ALONG AIRPARK
 CV0050'DRIVE FOR 0.86 KM (0.55 MI) TO WHERE THE ROAD TURNS LEFT.  CONTINUE
 CV0050'WESTERLY ON A PAVED ROAD FOR 0.22 KM (0.15 MI) TO A FORK.  BEAR LEFT,
 CV0050'THEN RIGHT ON A TRACK ROAD FOR 0.18 KM (0.10 MI) TO THE STATION ON THE
 CV0050'LEFT, WHERE A CONTROL TOWER HAS BEEN REMOVED.
 CV0050'THE STATION IS 5.3 M (17.4 FT) NORTH OF THE CENTER OF THE SOUTHWEST
 CV0050'TOWER BASE, 4.5 M (14.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF A 0.3
 CV0050'M (1.0 FT) HIGH CONCRETE STEP, 3.7 M (12.1 FT) WEST OF THE NORTHWEST
 CV0050'CORNER OF A 1.5 METER SQUARE CONCRETE PAD IN THE MIDDLE OF THE TOWER
 CV0050'BASES, 1.8 M (5.9 FT) NORTH OF THE EXTENDED CENTER OF A TAXI LEADING
 CV0050'WEST, 1.6 M (5.2 FT) SOUTH OF THE CENTER OF THE NORTHWEST TOWER BASE,
 CV0050'0.4 M (1.3 FT) EAST OF A WITNESS POST, AND IS RECESSED 5 CM.
 CV0050'DESCRIBED BY R.D.B.
 CV0050
 CV0050                          STATION RECOVERY (1995)
 CV0050
 CV0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CV0050'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF MIDLAND, AT THE
 CV0050'MIDLAND AIRPARK.  IN THE GRASS, NEAR THE EAST SIDE OF A CURVED TAXI,
 CV0050'IN LINE WITH THE EAST-WEST CENTERLINE OF THE EAST-WEST TAXI.  IN LINE
 CV0050'WITH THE 2 WEST ABANDONED TOWER FOOTINGS.  OWNERSHIP--CITY OF MIDLAND,
 CV0050'P.O.  BOX 60305 MIDLAND, TX.  79711.  AIRPORT MANAGER KEN A.  DAY,
 CV0050'PHONE 915-560-2200.  TO REACH THE STATION FROM THE JUNCTION OF
 CV0050'INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 349 ON THE SOUTHEAST SIDE OF
 CV0050'MIDLAND, GO NORTH, 7.1 KM (4.40 MI) ALONG STATE HIGHWAY 349 (BIG
 CV0050'SPRING STREET) , TO AIRPORT ROAD ON THE LEFT.  TURN LEFT, WEST, 1.03
 CV0050'KM (0.65 MI) TO THE AIRPORT ENTRANCE GATE.  PASS THROUGH THE GATE,
 CV0050'WEST, 0.25 KM (0.15 MI) ON PAVED ROAD, THEN GRAVEL ROAD, AND ACROSS A
 CV0050'GRASS AREA TO THE STATION IN LINE WITH THE EAST-WEST TAXI CENTERLINE.
 CV0050'STATION IS 38.0 M (124.7 FT) EAST OF THE CURVED TAXI CENTERLINE, AT
 CV0050'THE JUNCTION WITH THE EAST-WEST TAXI, 5.3 M (17.4 FT) NORTH OF THE
 CV0050'SOUTHWEST 1 OF 4 ABANDONED TOWER FOOTING, 1.6 M (5.2 FT) SOUTH OF THE
 CV0050'NORTHWEST 1 OF 4 FOOTINGS, 1.5 M (4.9 FT) NORTH OF THE EXTENDED
 CV0050'EAST-WEST TAXI CENTERLINE, 0.4 BELOW THE LEVEL OF THE TAXI, 0.3 M (1.0
 CV0050'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW
 CV0050'THE GROUND SURFACE.  BY R.G.  HAYES
 CV0050
 CV0050                          STATION RECOVERY (2003)
 CV0050
 CV0050'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CV0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0903 ***********************************************************************
 CV0903  SACS        -  This is a Secondary Airport Control Station.
 CV0903  DESIGNATION -  T 903 AZ MK
 CV0903  PID         -  CV0903
 CV0903  STATE/COUNTY-  TX/MIDLAND
 CV0903  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0903
 CV0903                         *CURRENT SURVEY CONTROL
 CV0903  ___________________________________________________________________
 CV0903* NAD 83(1993)-  32 01 41.72785(N)    102 05 56.74894(W)     ADJUSTED  
 CV0903* NAVD 88     -       852.07   (meters)    2795.5    (feet)  GPS OBS   
 CV0903  ___________________________________________________________________
 CV0903  X           -  -1,134,602.538 (meters)                     COMP
 CV0903  Y           -  -5,292,855.011 (meters)                     COMP
 CV0903  Z           -   3,363,527.172 (meters)                     COMP
 CV0903  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CV0903  ELLIP HEIGHT-         827.51  (meters)          (08/08/01) GPS OBS
 CV0903  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CV0903
 CV0903  HORZ ORDER  -  FIRST
 CV0903  ELLP ORDER  -  FOURTH    CLASS II
 CV0903
 CV0903.This mark is at Midland Airpark (MDD)  (MDD)
 CV0903
 CV0903.The horizontal coordinates were established by GPS observations
 CV0903.and adjusted by the National Geodetic Survey in January 1998..
 CV0903
 CV0903.The orthometric height was determined by GPS observations and a
 CV0903.high-resolution geoid model.
 CV0903
 CV0903.GPS derived orthometric heights for airport stations designated as
 CV0903.PACS or SACS are published to 2 decimal places.  This maintains
 CV0903.centimeter relative accuracy between the PACS and SACS.  It does
 CV0903.not indicate centimeter accuracy relative to other marks which are
 CV0903.part of the NAVD 88 network.
 CV0903
 CV0903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0903
 CV0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0903
 CV0903.The ellipsoidal height was determined by GPS observations
 CV0903.and is referenced to NAD 83.
 CV0903
 CV0903.The geoid height was determined by GEOID03.
 CV0903
 CV0903;                    North         East     Units Scale Factor Converg.
 CV0903;SPC TX C     - 3,263,134.593   533,198.618   MT  1.00004215   -0 54 34.1
 CV0903;SPC TX C     -10,705,800.74  1,749,335.80   sFT  1.00004215   -0 54 34.1
 CV0903;UTM  13      - 3,547,248.042   773,973.321   MT  1.00052580   +1 32 21.9
 CV0903
 CV0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0903!SPC TX C     -   0.99987008  x   1.00004215  =   0.99991223
 CV0903!UTM  13      -   0.99987008  x   1.00052580  =   1.00039582
 CV0903
 CV0903:                Primary Azimuth Mark                     Grid Az
 CV0903:SPC TX C     -  T 903                                    006 50 49.7
 CV0903:UTM  13      -  T 903                                    004 23 53.7
 CV0903
 CV0903|---------------------------------------------------------------------|
 CV0903| PID    Reference Object                     Distance      Geod. Az  |
 CV0903|                                                           dddmmss.s |
 CV0903| CV0050 T 903                               APPROX. 0.6 KM 0055615.6 |
 CV0903|---------------------------------------------------------------------|
 CV0903
 CV0903                          SUPERSEDED SURVEY CONTROL
 CV0903
 CV0903  ELLIP H (01/06/98)  827.50   (m)                       GP(       ) 4 2
 CV0903  NAD 83(1993)-  32 01 41.72648(N)    102 05 56.74968(W) AD(       ) 3
 CV0903  ELLIP H (02/16/96)  827.60   (m)                       GP(       ) 5 1
 CV0903  ELLIP H (12/21/93)  827.23   (m)                       GP(       ) 4 1
 CV0903  NAD 83(1986)-  32 01 41.72872(N)    102 05 56.74043(W) AD(       ) 3
 CV0903  NAD 27      -  32 01 41.29673(N)    102 05 55.21616(W) AD(       ) 3
 CV0903  NGVD 29 (12/08/88)  851.7    (m)         2794.     (f) GPS OBS        
 CV0903
 CV0903.Superseded values are not recommended for survey control.
 CV0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0903.See file dsdata.txt to determine how the superseded data were derived.
 CV0903
 CV0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR7397347248(NAD 83)
 CV0903_MARKER: I = METAL ROD
 CV0903_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CV0903_SP_SET: OBJECT DRIVEN INTO GROUND
 CV0903_STAMPING: T 903 AZ MK 1988
 CV0903_MARK LOGO: NGS   
 CV0903_PROJECTION: RECESSED 6 CENTIMETERS
 CV0903_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0903+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1995
 CV0903_ROD/PIPE-DEPTH: 4.8  meters
 CV0903_SLEEVE-DEPTH  : 1 meters
 CV0903
 CV0903  HISTORY     - Date     Condition        Report By
 CV0903  HISTORY     - 1988     MONUMENTED       NGS
 CV0903  HISTORY     - 19950708 GOOD             NGS
 CV0903
 CV0903                          STATION DESCRIPTION
 CV0903
 CV0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CV0903'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 CV0903'NORTH OF DOWNTOWN MIDLAND
 CV0903'AT THE MIDLAND AIRPARK.
 CV0903'OWNERSHIP--CITY OF MIDLAND, PO BOX 1152, MIDLAND TX 79702.  AIRPORT
 CV0903'MANAGER IS VICTOR WHITE, PHONE 915-563-1460.
 CV0903'
 CV0903'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 349 AND LOOP
 CV0903'250, ABOUT 5.5 KM (3.4 MI) NORTH OF MIDLAND, GO SOUTH ON STATE
 CV0903'HIGHWAY 349 FOR 1.0 KM (0.6 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 CV0903'WEST ON AIRPARK DRIVE FOR 0.8 KM (0.5 MI) TO ROAD TURN TO LEFT.
 CV0903'CONTINUE AHEAD ON PAVED ROAD FOR 0.2 KM (0.15 MI) TO A FORK.  BEAR
 CV0903'LEFT FOR 0.2 KM (0.1 MI) TO THE TERMINAL BUILDING ON THE LEFT.
 CV0903'TURN LEFT AND GO SOUTH ON TARMAC ALONG BUILDING FOR 0.1 KM (0.05
 CV0903'MI) TO A TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO WEST FOR ABOUT 50
 CV0903'METERS (164.O FT) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO SOUTH
 CV0903'ON TAXIWAY FOR 0.2 KM (0.1 MI) TO RUNWAY 11-29.  CONTINUE ON
 CV0903'TAXIWAY FOR 0.3 KM (0.2 MI) TO RUNWAY 34-16 AND THE STATION ON THE
 CV0903'RIGHT.
 CV0903'
 CV0903'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CV0903'DRIVEN INTO THE GROUND 4.8 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 CV0903'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CV0903'PIPE WITH A LOGO CAP STAMPED---T 903 AZ MK 1988---, THE ROD IS
 CV0903'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 14.2 METERS (46.5
 CV0903'FT) NORTH-NORTHWEST FROM TAXIWAY CENTER, 5.8 METERS (19.0 FT)
 CV0903'EAST-NORTHEAST FROM RUNWAY CENTER AND 0.6 METER (2.0 FT)
 CV0903'SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 CV0903'
 CV0903'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CV0903'
 CV0903'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CV0903'
 CV0903'DESCRIBED BY D.A. BOWLING.
 CV0903
 CV0903                          STATION RECOVERY (1995)
 CV0903
 CV0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WCW)
 CV0903'RECOVERED AS DESCRIBED.WITH THE FOLLOWING ADDITION.  THIS STATION HAS
 CV0903'BEEN SELECTED AS THIS AIRPORTS SECONDARY AIRPORT CONTROL STATION
 CV0903'(SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0280 ***********************************************************************
 CC0280  DESIGNATION -  T 904
 CC0280  PID         -  CC0280
 CC0280  STATE/COUNTY-  TX/WINKLER
 CC0280  USGS QUAD   -  KERMIT (1970)
 CC0280
 CC0280                         *CURRENT SURVEY CONTROL
 CC0280  ___________________________________________________________________
 CC0280* NAD 83(1986)-  31 48 26.     (N)    103 07 21.     (W)     SCALED    
 CC0280* NAVD 88     -       861.195  (meters)    2825.44   (feet)  ADJUSTED  
 CC0280  ___________________________________________________________________
 CC0280  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0280  DYNAMIC HT  -         859.981 (meters)    2821.45  (feet)  COMP
 CC0280  MODELED GRAV-     979,201.4   (mgal)                       NAVD 88
 CC0280
 CC0280  VERT ORDER  -  SECOND    CLASS 0
 CC0280
 CC0280.The horizontal coordinates were scaled from a topographic map and have
 CC0280.an estimated accuracy of +/- 6 seconds.
 CC0280
 CC0280.The orthometric height was determined by differential leveling
 CC0280.and adjusted by the National Geodetic Survey in June 1991..
 CC0280
 CC0280.The geoid height was determined by GEOID03.
 CC0280
 CC0280.The dynamic height is computed by dividing the NAVD 88
 CC0280.geopotential number by the normal gravity value computed on the
 CC0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0280.degrees latitude (g = 980.6199 gals.).
 CC0280
 CC0280.The modeled gravity was interpolated from observed gravity values.
 CC0280
 CC0280;                    North         East    Units  Estimated Accuracy
 CC0280;SPC TX C     - 3,240,610.      435,930.      MT  (+/- 180 meters Scaled)
 CC0280
 CC0280                          SUPERSEDED SURVEY CONTROL
 CC0280
 CC0280  NGVD 29 (??/??/92)  860.820  (m)         2824.21   (f) ADJ UNCH    2 0
 CC0280
 CC0280.Superseded values are not recommended for survey control.
 CC0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0280.See file dsdata.txt to determine how the superseded data were derived.
 CC0280
 CC0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR777206(NAD 83)
 CC0280_MARKER: DB = BENCH MARK DISK
 CC0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0280_STAMPING: T 904 1945
 CC0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0280+STABILITY: SURFACE MOTION
 CC0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0280+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 CC0280
 CC0280  HISTORY     - Date     Condition        Report By
 CC0280  HISTORY     - 1945     MONUMENTED       CGS
 CC0280  HISTORY     - 20030905 GOOD             INDIV
 CC0280
 CC0280                          STATION DESCRIPTION
 CC0280
 CC0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CC0280'3.4 MI S FROM KERMIT.
 CC0280'ABOUT 3.4 MILES SOUTH ALONG THE TEXAS AND NEW MEXICO RAILROAD FROM THE
 CC0280'STATION AT KERMIT, ABOUT 6 POLES NORTH OF MILE POST 20, 95.0 FEET WEST
 CC0280'OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER LINE OF THE TRACKS, 84.0
 CC0280'FEET WEST OF A CATTLE GUARD, 32.0 FEET EAST OF A BOARD GATE, 1.0 FOOT
 CC0280'NORTH OF AN EAST WEST FENCE LINE AND 1.0 FOOT WEST OF A 4 X 4 MARKER
 CC0280'POST.  AN IRON DISK STAMPED T 904 1945 SET IN THE TOP OF A CONCRETE
 CC0280'POST WHICH PROJECTS 7 INCHES ABOVE GROUND.
 CC0280
 CC0280                          STATION RECOVERY (2003)
 CC0280
 CC0280'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0020 ***********************************************************************
 DQ0020  DESIGNATION -  T 905
 DQ0020  PID         -  DQ0020
 DQ0020  STATE/COUNTY-  TX/HOCKLEY
 DQ0020  USGS QUAD   -  WOLFFORTH (1985)
 DQ0020
 DQ0020                         *CURRENT SURVEY CONTROL
 DQ0020  ___________________________________________________________________
 DQ0020* NAD 83(1986)-  33 34 56.     (N)    102 04 58.     (W)     SCALED    
 DQ0020* NAVD 88     -      1019.699  (meters)    3345.46   (feet)  ADJUSTED  
 DQ0020  ___________________________________________________________________
 DQ0020  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 DQ0020  DYNAMIC HT  -        1018.373 (meters)    3341.11  (feet)  COMP
 DQ0020  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 DQ0020
 DQ0020  VERT ORDER  -  SECOND    CLASS 0
 DQ0020
 DQ0020.The horizontal coordinates were scaled from a topographic map and have
 DQ0020.an estimated accuracy of +/- 6 seconds.
 DQ0020
 DQ0020.The orthometric height was determined by differential leveling
 DQ0020.and adjusted by the National Geodetic Survey in June 1991..
 DQ0020
 DQ0020.The geoid height was determined by GEOID03.
 DQ0020
 DQ0020.The dynamic height is computed by dividing the NAVD 88
 DQ0020.geopotential number by the normal gravity value computed on the
 DQ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0020.degrees latitude (g = 980.6199 gals.).
 DQ0020
 DQ0020.The modeled gravity was interpolated from observed gravity values.
 DQ0020
 DQ0020;                    North         East    Units  Estimated Accuracy
 DQ0020;SPC TXNC     - 2,218,090.      267,490.      MT  (+/- 180 meters Scaled)
 DQ0020
 DQ0020                          SUPERSEDED SURVEY CONTROL
 DQ0020
 DQ0020  NGVD 29 (??/??/92) 1019.319  (m)         3344.22   (f) ADJ UNCH    2 0
 DQ0020
 DQ0020.Superseded values are not recommended for survey control.
 DQ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0020.See file dsdata.txt to determine how the superseded data were derived.
 DQ0020
 DQ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT707196(NAD 83)
 DQ0020_MARKER: DB = BENCH MARK DISK
 DQ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0020_STAMPING: T 905 1945
 DQ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0020+STABILITY: SURFACE MOTION
 DQ0020
 DQ0020  HISTORY     - Date     Condition        Report By
 DQ0020  HISTORY     - 1945     MONUMENTED       CGS
 DQ0020  HISTORY     - 1957     GOOD             NGS
 DQ0020  HISTORY     - 1980     MARK NOT FOUND   USGS
 DQ0020  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 DQ0020
 DQ0020                          STATION DESCRIPTION
 DQ0020
 DQ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DQ0020'4.7 MI E FROM SMYER.
 DQ0020'4.7 MILES EAST ALONG STATE HIGHWAY 290 FROM THE PANHANDLE AND SANTA FE
 DQ0020'RAILWAY STATION AT SMYER, HOCKLEY COUNTY, 0.15 MILE WEST OF THE
 DQ0020'HOCKLEY-LUBBOCK COUNTY LINE, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 DQ0020'ROAD, 107 FEET WEST OF THE CENTERLINE OF THE ROAD, 48.7 FEET SOUTH OF
 DQ0020'THE CENTERLINE OF THE HIGHWAY, 52 FEET NORTH OF THE CENTERLINE OF THE
 DQ0020'P. AND S.F.RY. TRACKS, 28 FEET WEST OF A POLE, IN LINE WITH THE ROW OF
 DQ0020'POLES, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER
 DQ0020'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED T 905 1945 AND SET IN THE
 DQ0020'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. NOTE-- THIS
 DQ0020'BENCH MARK IS LEVEL WITH THE GROUND AND WILL BE DESTROYED IF THE
 DQ0020'HIGHWAY IS WIDENED.
 DQ0020
 DQ0020                          STATION RECOVERY (1980)
 DQ0020
 DQ0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DQ0020'MARK NOT FOUND.
 DQ0020
 DQ0020                          STATION RECOVERY (1994)
 DQ0020
 DQ0020'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2071 ***********************************************************************
 CS2071  DESIGNATION -  T 906
 CS2071  PID         -  CS2071
 CS2071  STATE/COUNTY-  TX/ELLIS
 CS2071  USGS QUAD   -  MAYPEARL (1978)
 CS2071
 CS2071                         *CURRENT SURVEY CONTROL
 CS2071  ___________________________________________________________________
 CS2071* NAD 83(1986)-  32 18 35.     (N)    097 00 49.     (W)     SCALED    
 CS2071* NAVD 88     -       160.623  (meters)     526.98   (feet)  ADJUSTED  
 CS2071  ___________________________________________________________________
 CS2071  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CS2071  DYNAMIC HT  -         160.431 (meters)     526.35  (feet)  COMP
 CS2071  MODELED GRAV-     979,442.8   (mgal)                       NAVD 88
 CS2071
 CS2071  VERT ORDER  -  SECOND    CLASS 0
 CS2071
 CS2071.The horizontal coordinates were scaled from a topographic map and have
 CS2071.an estimated accuracy of +/- 6 seconds.
 CS2071
 CS2071.The orthometric height was determined by differential leveling
 CS2071.and adjusted by the National Geodetic Survey in June 1991..
 CS2071
 CS2071.The geoid height was determined by GEOID03.
 CS2071
 CS2071.The dynamic height is computed by dividing the NAVD 88
 CS2071.geopotential number by the normal gravity value computed on the
 CS2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2071.degrees latitude (g = 980.6199 gals.).
 CS2071
 CS2071.The modeled gravity was interpolated from observed gravity values.
 CS2071
 CS2071;                    North         East    Units  Estimated Accuracy
 CS2071;SPC TXNC     - 2,072,300.      739,970.      MT  (+/- 180 meters Scaled)
 CS2071
 CS2071                          SUPERSEDED SURVEY CONTROL
 CS2071
 CS2071  NGVD 29 (??/??/92)  160.603  (m)          526.91   (f) ADJ UNCH    2 0
 CS2071
 CS2071.Superseded values are not recommended for survey control.
 CS2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2071.See file dsdata.txt to determine how the superseded data were derived.
 CS2071
 CS2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA870765(NAD 83)
 CS2071_MARKER: DB = BENCH MARK DISK
 CS2071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2071_SP_SET: CONCRETE BASE
 CS2071_STAMPING: T 906 1946
 CS2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2071+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 CS2071
 CS2071  HISTORY     - Date     Condition        Report By
 CS2071  HISTORY     - 1946     MONUMENTED       CGS
 CS2071  HISTORY     - 20020803 GOOD             GEOCAC
 CS2071
 CS2071                          STATION DESCRIPTION
 CS2071
 CS2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2071'IN MAY PEARL.
 CS2071'BENCH MARK IS LOCATED AT MAY PEARL AT THE CITY WATER TANK, IT IS A
 CS2071'DISK SET IN THE CONCRETE BASE OF THE NORTHEAST LEG OF THE WATER TANK.
 CS2071
 CS2071                          STATION RECOVERY (2002)
 CS2071
 CS2071'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0067 ***********************************************************************
 AY0067  DESIGNATION -  T 908
 AY0067  PID         -  AY0067
 AY0067  STATE/COUNTY-  TX/BEXAR
 AY0067  USGS QUAD   -  LONGHORN (1992)
 AY0067
 AY0067                         *CURRENT SURVEY CONTROL
 AY0067  ___________________________________________________________________
 AY0067* NAD 83(1986)-  29 30 14.     (N)    098 29 56.     (W)     SCALED    
 AY0067* NAVD 88     -       243.990  (meters)     800.49   (feet)  POSTED    
 AY0067  ___________________________________________________________________
 AY0067  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0067  DYNAMIC HT  -         243.640 (meters)     799.34  (feet)  COMP
 AY0067  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AY0067
 AY0067  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0067
 AY0067.The horizontal coordinates were scaled from a topographic map and have
 AY0067.an estimated accuracy of +/- 6 seconds.
 AY0067
 AY0067.The orthometric height was determined by differential leveling
 AY0067.and adjusted by the National Geodetic Survey in 1992..
 AY0067.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0067.rate of 2.1 thru 3.0 mm/km.
 AY0067
 AY0067.The geoid height was determined by GEOID03.
 AY0067
 AY0067.The dynamic height is computed by dividing the NAVD 88
 AY0067.geopotential number by the normal gravity value computed on the
 AY0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0067.degrees latitude (g = 980.6199 gals.).
 AY0067
 AY0067.The modeled gravity was interpolated from observed gravity values.
 AY0067
 AY0067;                    North         East    Units  Estimated Accuracy
 AY0067;SPC TXSC     - 4,185,250.      648,580.      MT  (+/- 180 meters Scaled)
 AY0067
 AY0067                          SUPERSEDED SURVEY CONTROL
 AY0067
 AY0067  NGVD 29 (??/??/92)  243.834  (m)          799.98   (f) ADJ UNCH    1 2
 AY0067
 AY0067.Superseded values are not recommended for survey control.
 AY0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0067.See file dsdata.txt to determine how the superseded data were derived.
 AY0067
 AY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT485639(NAD 83)
 AY0067_MARKER: DB = BENCH MARK DISK
 AY0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0067_STAMPING: T 908 1944
 AY0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0067+STABILITY: SURFACE MOTION
 AY0067
 AY0067  HISTORY     - Date     Condition        Report By
 AY0067  HISTORY     - 1944     MONUMENTED       CGS
 AY0067  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0067  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0067
 AY0067                          STATION DESCRIPTION
 AY0067
 AY0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AY0067'5.4 MI N FROM SAN ANTONIO.
 AY0067'MARK IS LOCATED ALONG THE EAST SIDE OF U.S. HIGHWAY NO. 281, 63 FEET
 AY0067'EAST OF HIGHWAY CENTERLINE, 160 FEET NORTH OF CENTERLINE OF GRAVEL
 AY0067'ROAD RUNNING EAST AND WEST, 1 FOOT WEST OF A WIRE FENCE.  A DISK SET
 AY0067'IN TOP OF CONCRETE POST PROJECTING 4 INCHES.
 AY0067
 AY0067                          STATION RECOVERY (1967)
 AY0067
 AY0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0067'MARK NOT FOUND.
 AY0067
 AY0067                          STATION RECOVERY (1995)
 AY0067
 AY0067'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0004 ***********************************************************************
 AJ0004  DESIGNATION -  T 909
 AJ0004  PID         -  AJ0004
 AJ0004  STATE/COUNTY-  TX/JIM WELLS
 AJ0004  USGS QUAD   -  ALICE NORTH (1963)
 AJ0004
 AJ0004                         *CURRENT SURVEY CONTROL
 AJ0004  ___________________________________________________________________
 AJ0004* NAD 83(1986)-  27 45 20.     (N)    098 02 03.     (W)     SCALED    
 AJ0004* NAVD 88     -        54.554  (meters)     178.98   (feet)  ADJUSTED  
 AJ0004  ___________________________________________________________________
 AJ0004  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AJ0004  DYNAMIC HT  -          54.470 (meters)     178.71  (feet)  COMP
 AJ0004  MODELED GRAV-     979,098.4   (mgal)                       NAVD 88
 AJ0004
 AJ0004  VERT ORDER  -  FIRST     CLASS II
 AJ0004
 AJ0004.The horizontal coordinates were scaled from a topographic map and have
 AJ0004.an estimated accuracy of +/- 6 seconds.
 AJ0004
 AJ0004.The orthometric height was determined by differential leveling
 AJ0004.and adjusted by the National Geodetic Survey in June 1991..
 AJ0004
 AJ0004.The geoid height was determined by GEOID03.
 AJ0004
 AJ0004.The dynamic height is computed by dividing the NAVD 88
 AJ0004.geopotential number by the normal gravity value computed on the
 AJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0004.degrees latitude (g = 980.6199 gals.).
 AJ0004
 AJ0004.The modeled gravity was interpolated from observed gravity values.
 AJ0004
 AJ0004;                    North         East    Units  Estimated Accuracy
 AJ0004;SPC TX S     - 5,231,520.      345,920.      MT  (+/- 180 meters Scaled)
 AJ0004
 AJ0004                          SUPERSEDED SURVEY CONTROL
 AJ0004
 AJ0004  NGVD 29 (??/??/92)   54.651  (m)          179.30   (f) ADJ UNCH    1 2
 AJ0004
 AJ0004.Superseded values are not recommended for survey control.
 AJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0004.See file dsdata.txt to determine how the superseded data were derived.
 AJ0004
 AJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR951704(NAD 83)
 AJ0004_MARKER: DB = BENCH MARK DISK
 AJ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0004_STAMPING: T 909 1944
 AJ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0004+STABILITY: SURFACE MOTION
 AJ0004
 AJ0004  HISTORY     - Date     Condition        Report By
 AJ0004  HISTORY     - 1944     MONUMENTED       CGS
 AJ0004
 AJ0004                          STATION DESCRIPTION
 AJ0004
 AJ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AJ0004'2.3 MI E FROM ALICE.
 AJ0004'ABOUT 2.3 MILES EAST OF ALICE ALONG THE TEXAS MEXICAN RAILROAD AT
 AJ0004'MILEPOST 122, 90 FEET SOUTHEAST OF THE MILEPOST, 1 FOOT NORTHEAST OF
 AJ0004'FENCE, 40 FEET SOUTHEAST OF RAILROAD TRACKS, 2 FEET EAST OF 4X4 INCH
 AJ0004'WHITE WITNESS POST.  IT IS A DISK SET IN A CONCRETE POST WHICH
 AJ0004'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0290 ***********************************************************************
 BY0290  DESIGNATION -  T 91
 BY0290  PID         -  BY0290
 BY0290  STATE/COUNTY-  TX/SABINE
 BY0290  USGS QUAD   -  BRONSON (1984)
 BY0290
 BY0290                         *CURRENT SURVEY CONTROL
 BY0290  ___________________________________________________________________
 BY0290* NAD 83(1986)-  31 20 43.     (N)    094 00 46.     (W)     SCALED    
 BY0290* NAVD 88     -        99.81   (+/-2cm)     327.5    (feet)  VERTCON   
 BY0290  ___________________________________________________________________
 BY0290  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY0290
 BY0290  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0290
 BY0290.The horizontal coordinates were scaled from a topographic map and have
 BY0290.an estimated accuracy of +/- 6 seconds.
 BY0290
 BY0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0290.The vertical order pertains to the NGVD 29 superseded value.
 BY0290
 BY0290.The geoid height was determined by GEOID03.
 BY0290
 BY0290;                    North         East    Units  Estimated Accuracy
 BY0290;SPC TX C     - 3,203,170.    1,301,070.      MT  (+/- 180 meters Scaled)
 BY0290
 BY0290                          SUPERSEDED SURVEY CONTROL
 BY0290
 BY0290  NGVD 29 (??/??/92)   99.830  (m)          327.53   (f) ADJ UNCH    1 2
 BY0290
 BY0290.Superseded values are not recommended for survey control.
 BY0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0290.See file dsdata.txt to determine how the superseded data were derived.
 BY0290
 BY0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ036683(NAD 83)
 BY0290_MARKER: DB = BENCH MARK DISK
 BY0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0290_STAMPING: T 91 1932 327.526
 BY0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0290+STABILITY: SURFACE MOTION
 BY0290
 BY0290  HISTORY     - Date     Condition        Report By
 BY0290  HISTORY     - 1932     MONUMENTED       CGS
 BY0290  HISTORY     - 1952     GOOD             NGS
 BY0290
 BY0290                          STATION DESCRIPTION
 BY0290
 BY0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0290'IN BRONSON.
 BY0290'AT BRONSON, 208 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GULF,
 BY0290'COLORADO AND SANTA FE RAILROAD STATION, 26.3 FEET SOUTHWEST OF THE
 BY0290'SOUTHWEST RAIL OF THE NORTHEAST TRACK, 16 FEET NORTHEAST OF THE
 BY0290'NORTHEAST RAIL OF THE MAIN TRACK, 1 FOOT NORTH OF A WITNESS POST, SET
 BY0290'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0365 ***********************************************************************
 AH0365  DESIGNATION -  T 911
 AH0365  PID         -  AH0365
 AH0365  STATE/COUNTY-  TX/NUECES
 AH0365  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0365
 AH0365                         *CURRENT SURVEY CONTROL
 AH0365  ___________________________________________________________________
 AH0365* NAD 83(1986)-  27 37 22.     (N)    097 26 13.     (W)     SCALED    
 AH0365* NAVD 88     -         6.418  (meters)      21.06   (feet)  ADJUSTED  
 AH0365  ___________________________________________________________________
 AH0365  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AH0365  DYNAMIC HT  -           6.408 (meters)      21.02  (feet)  COMP
 AH0365  MODELED GRAV-     979,120.7   (mgal)                       NAVD 88
 AH0365
 AH0365  VERT ORDER  -  SECOND    CLASS 0
 AH0365
 AH0365.The horizontal coordinates were scaled from a topographic map and have
 AH0365.an estimated accuracy of +/- 6 seconds.
 AH0365
 AH0365.The orthometric height was determined by differential leveling
 AH0365.and adjusted by the National Geodetic Survey in June 1991..
 AH0365
 AH0365.The geoid height was determined by GEOID03.
 AH0365
 AH0365.The dynamic height is computed by dividing the NAVD 88
 AH0365.geopotential number by the normal gravity value computed on the
 AH0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0365.degrees latitude (g = 980.6199 gals.).
 AH0365
 AH0365.The modeled gravity was interpolated from observed gravity values.
 AH0365
 AH0365;                    North         East    Units  Estimated Accuracy
 AH0365;SPC TX S     - 5,217,170.      404,920.      MT  (+/- 180 meters Scaled)
 AH0365
 AH0365                          SUPERSEDED SURVEY CONTROL
 AH0365
 AH0365  NGVD 29 (??/??/92)    6.581  (m)           21.59   (f) ADJ UNCH    2 0
 AH0365
 AH0365.Superseded values are not recommended for survey control.
 AH0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0365.See file dsdata.txt to determine how the superseded data were derived.
 AH0365
 AH0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR542563(NAD 83)
 AH0365_MARKER: DB = BENCH MARK DISK
 AH0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0365_SP_SET: CULVERT
 AH0365_STAMPING: T 911 1945
 AH0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0365
 AH0365  HISTORY     - Date     Condition        Report By
 AH0365  HISTORY     - 1945     MONUMENTED       CGS
 AH0365  HISTORY     - 1949     GOOD             NGS
 AH0365  HISTORY     - 1966     GOOD             BOR
 AH0365  HISTORY     - 1984     GOOD             USPSQD
 AH0365  HISTORY     - 20010331 GOOD             NGS
 AH0365
 AH0365                          STATION DESCRIPTION
 AH0365
 AH0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0365'2.4 MI N FROM CHAPMAN RANCH.
 AH0365'2.4 MILES NORTH ALONG STATE HIGHWAY 286 FROM CHAPMAN RANCH
 AH0365'HEADQUARTERS, NUECES COUNTY, THENCE 1.0 MILE EAST ALONG A PAVED ROAD.
 AH0365'AT A ROAD INTERSECTION, 36 FEET WEST OF THE CENTERLINE OF THE
 AH0365'NORTH-AND-SOUTH ROAD, 18 FEET SOUTH OF THE CENTERLINE OF THE
 AH0365'EAST-AND-WEST ROAD, AT A LARGE CONCRETE CULVERT IN THE SOUTH HEAD
 AH0365'WALL.  AN IRON DISK, STAMPED T 911 1945.
 AH0365
 AH0365                          STATION RECOVERY (1966)
 AH0365
 AH0365'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0365'RECOVERED IN GOOD CONDITION.
 AH0365
 AH0365                          STATION RECOVERY (1984)
 AH0365
 AH0365'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0365'RECOVERED IN GOOD CONDITION.
 AH0365
 AH0365                          STATION RECOVERY (2001)
 AH0365
 AH0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0365'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0108 ***********************************************************************
 CE0108  DESIGNATION -  T 912
 CE0108  PID         -  CE0108
 CE0108  STATE/COUNTY-  TX/EL PASO
 CE0108  USGS QUAD   -  EL PASO (1997)
 CE0108
 CE0108                         *CURRENT SURVEY CONTROL
 CE0108  ___________________________________________________________________
 CE0108* NAD 83(1986)-  31 49 35.     (N)    106 24 11.     (W)     SCALED    
 CE0108* NAVD 88     -      1189.350  (meters)    3902.06   (feet)  POSTED    
 CE0108  ___________________________________________________________________
 CE0108  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0108  DYNAMIC HT  -        1187.540 (meters)    3896.12  (feet)  COMP
 CE0108  MODELED GRAV-     979,073.6   (mgal)                       NAVD 88
 CE0108
 CE0108  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CE0108
 CE0108.The horizontal coordinates were scaled from a topographic map and have
 CE0108.an estimated accuracy of +/- 6 seconds.
 CE0108
 CE0108.The orthometric height was determined by differential leveling
 CE0108.and adjusted by the National Geodetic Survey in 1992..
 CE0108.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CE0108.rate of 1.1 thru 2.0 mm/km.
 CE0108
 CE0108.The geoid height was determined by GEOID03.
 CE0108
 CE0108.The dynamic height is computed by dividing the NAVD 88
 CE0108.geopotential number by the normal gravity value computed on the
 CE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0108.degrees latitude (g = 980.6199 gals.).
 CE0108
 CE0108.The modeled gravity was interpolated from observed gravity values.
 CE0108
 CE0108;                    North         East    Units  Estimated Accuracy
 CE0108;SPC TX C     - 3,255,100.      125,670.      MT  (+/- 180 meters Scaled)
 CE0108
 CE0108                          SUPERSEDED SURVEY CONTROL
 CE0108
 CE0108  NGVD 29 (??/??/92) 1188.812  (m)         3900.29   (f) ADJ UNCH    1 2
 CE0108
 CE0108.Superseded values are not recommended for survey control.
 CE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0108.See file dsdata.txt to determine how the superseded data were derived.
 CE0108
 CE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR672220(NAD 83)
 CE0108_MARKER: DB = BENCH MARK DISK
 CE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0108_STAMPING: T 912 1945
 CE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0108+STABILITY: SURFACE MOTION
 CE0108
 CE0108  HISTORY     - Date     Condition        Report By
 CE0108  HISTORY     - 1945     MONUMENTED       CGS
 CE0108  HISTORY     - 1954     GOOD             NGS
 CE0108
 CE0108                          STATION DESCRIPTION
 CE0108
 CE0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0108'8.05 MI NE FROM EL PASO.
 CE0108'6.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0108'UNION STATION AT EL PASO, THENCE 1.7 MILES EAST ALONG FRED WILSON
 CE0108'ROAD, 110 FEET SOUTHWEST OF THE GUARD POST AT THE ENTRANCE TO BIGGS
 CE0108'AIR FORCE BASE, 210 FEET WEST OF THE CENTER LINE OF AN OILED ROAD
 CE0108'LEADING SOUTH, 38 FEET SOUTH OF THE CENTER LINE OF FRED WILSON ROAD, 2
 CE0108'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CE0108'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0542 ***********************************************************************
 CU0542  DESIGNATION -  T 913
 CU0542  PID         -  CU0542
 CU0542  STATE/COUNTY-  TX/MITCHELL
 CU0542  USGS QUAD   -  WESTBROOK (1978)
 CU0542
 CU0542                         *CURRENT SURVEY CONTROL
 CU0542  ___________________________________________________________________
 CU0542* NAD 83(1986)-  32 20 48.     (N)    101 02 28.     (W)     SCALED    
 CU0542* NAVD 88     -       663.983  (meters)    2178.42   (feet)  ADJUSTED  
 CU0542  ___________________________________________________________________
 CU0542  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0542  DYNAMIC HT  -         663.092 (meters)    2175.49  (feet)  COMP
 CU0542  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 CU0542
 CU0542  VERT ORDER  -  FIRST     CLASS II
 CU0542
 CU0542.The horizontal coordinates were scaled from a topographic map and have
 CU0542.an estimated accuracy of +/- 6 seconds.
 CU0542
 CU0542.The orthometric height was determined by differential leveling
 CU0542.and adjusted by the National Geodetic Survey in June 1991..
 CU0542
 CU0542.The geoid height was determined by GEOID03.
 CU0542
 CU0542.The dynamic height is computed by dividing the NAVD 88
 CU0542.geopotential number by the normal gravity value computed on the
 CU0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0542.degrees latitude (g = 980.6199 gals.).
 CU0542
 CU0542.The modeled gravity was interpolated from observed gravity values.
 CU0542
 CU0542;                    North         East    Units  Estimated Accuracy
 CU0542;SPC TXNC     - 2,078,300.      360,830.      MT  (+/- 180 meters Scaled)
 CU0542
 CU0542                          SUPERSEDED SURVEY CONTROL
 CU0542
 CU0542  NGVD 29 (??/??/92)  663.761  (m)         2177.69   (f) ADJ UNCH    1 2
 CU0542
 CU0542.Superseded values are not recommended for survey control.
 CU0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0542.See file dsdata.txt to determine how the superseded data were derived.
 CU0542
 CU0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA079806(NAD 83)
 CU0542_MARKER: DB = BENCH MARK DISK
 CU0542_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0542_SP_SET: 24 FT
 CU0542_STAMPING: T 913 1956
 CU0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0542
 CU0542  HISTORY     - Date     Condition        Report By
 CU0542  HISTORY     - 1956     MONUMENTED       CGS
 CU0542  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0542
 CU0542                          STATION DESCRIPTION
 CU0542
 CU0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0542'1.9 MI SW FROM WESTBROOK.
 CU0542'1.9 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0542'SECTION FOREMANS HOUSE AT WESTBROOK, 89 FEET NORTHWEST OF THE 3RD POLE
 CU0542'NORTHEAST OF MILEPOST 387, 58 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CU0542'SOUTHEAST LANE OF U.S. HIGHWAY 80, 30 FEET NORTHWEST OF THE NORTHWEST
 CU0542'RAIL, 1.7 FEET NORTHWEST OF A WITNESS POST, 486 FEET NORTHEAST OF
 CU0542'BENCH MARK S 913, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL
 CU0542'ROD WHICH IS DRIVEN 24 FEET IN THE GROUND, INCASED IN A 4 INCH TILE
 CU0542'PIPE WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CU0542
 CU0542                          STATION RECOVERY (1982)
 CU0542
 CU0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0141 ***********************************************************************
 AZ0141  DESIGNATION -  T 915
 AZ0141  PID         -  AZ0141
 AZ0141  STATE/COUNTY-  TX/VAL VERDE
 AZ0141  USGS QUAD   -  DEL RIO NE (1972)
 AZ0141
 AZ0141                         *CURRENT SURVEY CONTROL
 AZ0141  ___________________________________________________________________
 AZ0141* NAD 83(1986)-  29 23 01.     (N)    100 45 15.     (W)     SCALED    
 AZ0141* NAVD 88     -       325.379  (meters)    1067.51   (feet)  ADJUSTED  
 AZ0141  ___________________________________________________________________
 AZ0141  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0141  DYNAMIC HT  -         324.902 (meters)    1065.95  (feet)  COMP
 AZ0141  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 AZ0141
 AZ0141  VERT ORDER  -  FIRST     CLASS II
 AZ0141
 AZ0141.The horizontal coordinates were scaled from a topographic map and have
 AZ0141.an estimated accuracy of +/- 6 seconds.
 AZ0141
 AZ0141.The orthometric height was determined by differential leveling
 AZ0141.and adjusted by the National Geodetic Survey in June 1991..
 AZ0141
 AZ0141.The geoid height was determined by GEOID03.
 AZ0141
 AZ0141.The dynamic height is computed by dividing the NAVD 88
 AZ0141.geopotential number by the normal gravity value computed on the
 AZ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0141.degrees latitude (g = 980.6199 gals.).
 AZ0141
 AZ0141.The modeled gravity was interpolated from observed gravity values.
 AZ0141
 AZ0141;                    North         East    Units  Estimated Accuracy
 AZ0141;SPC TXSC     - 4,173,090.      429,740.      MT  (+/- 180 meters Scaled)
 AZ0141
 AZ0141                          SUPERSEDED SURVEY CONTROL
 AZ0141
 AZ0141  NGVD 29 (??/??/92)  325.313  (m)         1067.30   (f) ADJ UNCH    1 2
 AZ0141
 AZ0141.Superseded values are not recommended for survey control.
 AZ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0141.See file dsdata.txt to determine how the superseded data were derived.
 AZ0141
 AZ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT297517(NAD 83)
 AZ0141_MARKER: DB = BENCH MARK DISK
 AZ0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0141_SP_SET: CULVERT
 AZ0141_STAMPING: T 915 1944
 AZ0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0141
 AZ0141  HISTORY     - Date     Condition        Report By
 AZ0141  HISTORY     - 1944     MONUMENTED       CGS
 AZ0141  HISTORY     - 1957     GOOD             NGS
 AZ0141  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0141
 AZ0141                          STATION DESCRIPTION
 AZ0141
 AZ0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0141'9.5 MI E FROM DEL RIO.
 AZ0141'ABOUT 9.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0141'STATION AT DEL RIO, 2 1/2 POLES WEST OF MILE POST 369, IN THE TOP AND
 AZ0141'10.3 FEET WEST OF THE EAST END OF THE SOUTH HEAD WALL OF A 9-CHANNEL
 AZ0141'CONCRETE CULVERT UNDER U.S. HIGHWAY 90, 18 FEET SOUTH OF THE CENTER
 AZ0141'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 AZ0141
 AZ0141                          STATION RECOVERY (1982)
 AZ0141
 AZ0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0141'MARK NOT RECOVERED THIS DATE, BRIDGE WIDENED, HEADWALL GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0586 ***********************************************************************
 AB0586  DESIGNATION -  T 916
 AB0586  PID         -  AB0586
 AB0586  STATE/COUNTY-  TX/CAMERON
 AB0586  USGS QUAD   -  HARLINGEN (1983)
 AB0586
 AB0586                         *CURRENT SURVEY CONTROL
 AB0586  ___________________________________________________________________
 AB0586* NAD 83(1986)-  26 14 22.     (N)    097 40 12.     (W)     SCALED    
 AB0586* NAVD 88     -        10.016  (meters)      32.86   (feet)  ADJUSTED  
 AB0586  ___________________________________________________________________
 AB0586  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AB0586  DYNAMIC HT  -          10.000 (meters)      32.81  (feet)  COMP
 AB0586  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 AB0586
 AB0586  VERT ORDER  -  SECOND    CLASS 0
 AB0586
 AB0586.This mark is at Rio Grande Valley Intl (HRL) Airport (HRL)
 AB0586
 AB0586.The horizontal coordinates were scaled from a topographic map and have
 AB0586.an estimated accuracy of +/- 6 seconds.
 AB0586
 AB0586.The orthometric height was determined by differential leveling
 AB0586.and adjusted by the National Geodetic Survey in June 1991..
 AB0586
 AB0586.The geoid height was determined by GEOID03.
 AB0586
 AB0586.The dynamic height is computed by dividing the NAVD 88
 AB0586.geopotential number by the normal gravity value computed on the
 AB0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0586.degrees latitude (g = 980.6199 gals.).
 AB0586
 AB0586.The modeled gravity was interpolated from observed gravity values.
 AB0586
 AB0586;                    North         East    Units  Estimated Accuracy
 AB0586;SPC TX S     - 5,063,730.      382,930.      MT  (+/- 180 meters Scaled)
 AB0586
 AB0586                          SUPERSEDED SURVEY CONTROL
 AB0586
 AB0586  NGVD 29 (??/??/92)   10.110  (m)           33.17   (f) ADJ UNCH    2 0
 AB0586
 AB0586.Superseded values are not recommended for survey control.
 AB0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0586.See file dsdata.txt to determine how the superseded data were derived.
 AB0586
 AB0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ328028(NAD 83)
 AB0586_MARKER: DB = BENCH MARK DISK
 AB0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0586_STAMPING: T-916 1944
 AB0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0586+STABILITY: SURFACE MOTION
 AB0586
 AB0586  HISTORY     - Date     Condition        Report By
 AB0586  HISTORY     - 1944     MONUMENTED       CGS
 AB0586
 AB0586                          STATION DESCRIPTION
 AB0586
 AB0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AB0586'4.4 MI NE FROM HARLINGEN.
 AB0586'FROM HARLINGEN GO EAST 1.0 MILE FROM THE MISSOURI PACIFIC RAILWAY
 AB0586'FREIGHT STATION, TURN LEFT (NORTH AND NORTHEAST) 1.6 MILES TO CROSS
 AB0586'ROAD, CONTINUE 0.8 MILE TO HARLINGEN ARMY AIR FIELD WEST MAIN
 AB0586'ENTRANCE, MARK IS 1.0 MILE NORTH OF ENTRANCE TO AIR FIELD, 25 FEET
 AB0586'WEST OF CENTERLINE DIRT ROAD, 15 FEET SOUTH OF CENTERLINE OF LANE
 AB0586'LEADING WEST, 2 FEET SOUTH OF 4 X 4 IN. WITNESS POST, 10 INCHES ABOVE
 AB0586'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0587 ***********************************************************************
 AB0587  DESIGNATION -  T 916 RESET 1947
 AB0587  PID         -  AB0587
 AB0587  STATE/COUNTY-  TX/CAMERON
 AB0587  USGS QUAD   -  HARLINGEN (1983)
 AB0587
 AB0587                         *CURRENT SURVEY CONTROL
 AB0587  ___________________________________________________________________
 AB0587* NAD 83(1986)-  26 14 22.     (N)    097 40 12.     (W)     SCALED    
 AB0587* NAVD 88     -        10.02   (meters)      32.9    (feet)  RESET     
 AB0587  ___________________________________________________________________
 AB0587  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AB0587
 AB0587  VERT ORDER  -  THIRD
 AB0587
 AB0587.This mark is at Rio Grande Valley Intl (HRL) Airport (HRL)
 AB0587
 AB0587.The horizontal coordinates were scaled from a topographic map and have
 AB0587.an estimated accuracy of +/- 6 seconds.
 AB0587
 AB0587.The orthometric height was computed from unverified reset data.
 AB0587
 AB0587.The geoid height was determined by GEOID03.
 AB0587
 AB0587;                    North         East    Units  Estimated Accuracy
 AB0587;SPC TX S     - 5,063,730.      382,930.      MT  (+/- 180 meters Scaled)
 AB0587
 AB0587                          SUPERSEDED SURVEY CONTROL
 AB0587
 AB0587.No superseded survey control is available for this station.
 AB0587
 AB0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ328028(NAD 83)
 AB0587_MARKER: DB = BENCH MARK DISK
 AB0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0587_STAMPING: T 916 RESET 1947
 AB0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0587+STABILITY: SURFACE MOTION
 AB0587
 AB0587  HISTORY     - Date     Condition        Report By
 AB0587  HISTORY     - 1947     MONUMENTED       CGS
 AB0587  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0587  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0587  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0587
 AB0587                          STATION DESCRIPTION
 AB0587
 AB0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AB0587'4.0 MI E FROM COMBES.
 AB0587'4.0 MILES EAST ALONG FARM MARKET ROAD 508 FROM THE POST OFFICE AT
 AB0587'COMBES, CAMERON COUNTY, THENCE 0.6 MILE SOUTH ALONG FARM MARKET ROAD
 AB0587'507.  1.0 MILE NORTH OF THE WEST MAIN ENTRANCE TO HARLINGEN ARMY AIR
 AB0587'FIELD, AT THE JUNCTION OF A LANE LEADING WEST, 30 FEET WEST OF THE
 AB0587'CENTER LINE OF THE ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE LANE,
 AB0587'AND 4 FEET FROM A WHITE WOODEN WITNESS POST.  AN IRON DISK, STAMPED T
 AB0587'916 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST.
 AB0587
 AB0587                          STATION RECOVERY (1981)
 AB0587
 AB0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0587'SEARCHED FOR, NOT RECOVERED.
 AB0587
 AB0587                          STATION RECOVERY (1991)
 AB0587
 AB0587'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0587'MARK NOT FOUND.
 AB0587
 AB0587                          STATION RECOVERY (1993)
 AB0587
 AB0587'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0517 ***********************************************************************
 CT0517  DESIGNATION -  T 917
 CT0517  PID         -  CT0517
 CT0517  STATE/COUNTY-  TX/TAYLOR
 CT0517  USGS QUAD   -  ABILENE EAST (1987)
 CT0517
 CT0517                         *CURRENT SURVEY CONTROL
 CT0517  ___________________________________________________________________
 CT0517* NAD 83(1986)-  32 26 03.     (N)    099 41 43.     (W)     SCALED    
 CT0517* NAVD 88     -       532.215  (meters)    1746.11   (feet)  ADJUSTED  
 CT0517  ___________________________________________________________________
 CT0517  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CT0517  DYNAMIC HT  -         531.525 (meters)    1743.84  (feet)  COMP
 CT0517  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 CT0517
 CT0517  VERT ORDER  -  FIRST     CLASS II
 CT0517
 CT0517.This mark is at Abilene Regional (ABI) Airport (ABI)
 CT0517
 CT0517.The horizontal coordinates were scaled from a topographic map and have
 CT0517.an estimated accuracy of +/- 6 seconds.
 CT0517
 CT0517.The orthometric height was determined by differential leveling
 CT0517.and adjusted by the National Geodetic Survey in June 1991..
 CT0517
 CT0517.The geoid height was determined by GEOID03.
 CT0517
 CT0517.The dynamic height is computed by dividing the NAVD 88
 CT0517.geopotential number by the normal gravity value computed on the
 CT0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0517.degrees latitude (g = 980.6199 gals.).
 CT0517
 CT0517.The modeled gravity was interpolated from observed gravity values.
 CT0517
 CT0517;                    North         East    Units  Estimated Accuracy
 CT0517;SPC TXNC     - 2,085,750.      487,600.      MT  (+/- 180 meters Scaled)
 CT0517
 CT0517                          SUPERSEDED SURVEY CONTROL
 CT0517
 CT0517  NGVD 29 (??/??/92)  532.032  (m)         1745.51   (f) ADJ UNCH    1 2
 CT0517
 CT0517.Superseded values are not recommended for survey control.
 CT0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0517.See file dsdata.txt to determine how the superseded data were derived.
 CT0517
 CT0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA346887(NAD 83)
 CT0517_MARKER: DB = BENCH MARK DISK
 CT0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0517_SP_SET: CONCRETE APRON
 CT0517_STAMPING: T 917 1945
 CT0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0517
 CT0517  HISTORY     - Date     Condition        Report By
 CT0517  HISTORY     - 1945     MONUMENTED       CGS
 CT0517  HISTORY     - 1956     GOOD             NGS
 CT0517  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 CT0517
 CT0517                          STATION DESCRIPTION
 CT0517
 CT0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0517'3.25 MI SE FROM ABILENE.
 CT0517'0.45 MILE EAST ALONG U.S. HIGHWAYS 80, 84 AND 277 FROM THE TEXAS AND
 CT0517'PACIFIC RAILROAD STATION AT ABILENE, THENCE 0.75 MILE SOUTH ALONG U.S.
 CT0517'HIGHWAYS 83 AND 84 AND STATE HIGHWAY 36, THENCE 1.35 MILES EAST ALONG
 CT0517'STATE HIGHWAY 36, THENCE 0.55 MILE EAST ALONG FARM ROAD 18, THENCE
 CT0517'0.15 MILE SOUTH ACROSS A GRASSY FIELD, AT THE OLD ABILENE MUNICIPAL
 CT0517'AIRPORT, AT THE CONCRETE FOUNDATION AND FLOOR OF AN OLD U.S. ARMY
 CT0517'HANGAR WHICH HAS BEEN REMOVED, AT THE SOUTHEAST CORNER OF THE
 CT0517'FOUNDATION, SET IN THE TOP OF THE CONCRETE APRON.
 CT0517
 CT0517                          STATION RECOVERY (1994)
 CT0517
 CT0517'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0591 ***********************************************************************
 AH0591  DESIGNATION -  T 918
 AH0591  PID         -  AH0591
 AH0591  STATE/COUNTY-  TX/KLEBERG
 AH0591  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0591
 AH0591                         *CURRENT SURVEY CONTROL
 AH0591  ___________________________________________________________________
 AH0591* NAD 83(1986)-  27 16 48.     (N)    097 43 35.     (W)     SCALED    
 AH0591* NAVD 88     -         7.631  (meters)      25.04   (feet)  ADJUSTED  
 AH0591  ___________________________________________________________________
 AH0591  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AH0591  DYNAMIC HT  -           7.619 (meters)      25.00  (feet)  COMP
 AH0591  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 AH0591
 AH0591  VERT ORDER  -  SECOND    CLASS 0
 AH0591
 AH0591.The horizontal coordinates were scaled from a topographic map and have
 AH0591.an estimated accuracy of +/- 6 seconds.
 AH0591
 AH0591.The orthometric height was determined by differential leveling
 AH0591.and adjusted by the National Geodetic Survey in June 1991..
 AH0591
 AH0591.The geoid height was determined by GEOID03.
 AH0591
 AH0591.The dynamic height is computed by dividing the NAVD 88
 AH0591.geopotential number by the normal gravity value computed on the
 AH0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0591.degrees latitude (g = 980.6199 gals.).
 AH0591
 AH0591.The modeled gravity was interpolated from observed gravity values.
 AH0591
 AH0591;                    North         East    Units  Estimated Accuracy
 AH0591;SPC TX S     - 5,178,980.      376,590.      MT  (+/- 180 meters Scaled)
 AH0591
 AH0591                          SUPERSEDED SURVEY CONTROL
 AH0591
 AH0591  NGVD 29 (??/??/92)    7.734  (m)           25.37   (f) ADJ UNCH    2 0
 AH0591
 AH0591.Superseded values are not recommended for survey control.
 AH0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0591.See file dsdata.txt to determine how the superseded data were derived.
 AH0591
 AH0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR260180(NAD 83)
 AH0591_MARKER: DB = BENCH MARK DISK
 AH0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0591_SP_SET: CULVERT
 AH0591_STAMPING: T 918 1945
 AH0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0591
 AH0591  HISTORY     - Date     Condition        Report By
 AH0591  HISTORY     - 1945     MONUMENTED       CGS
 AH0591
 AH0591                          STATION DESCRIPTION
 AH0591
 AH0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0591'6.5 MI SE FROM RIVIERA.
 AH0591'TO REACH FROM THE POST OFFICE AT RIVIERA.  BY GOING EASTERLY ALONG THE
 AH0591'RIVIERA BEACH ROAD 5.5 MILES TO THE BAFFLIN BAY SCHOOL, THENCE TURN
 AH0591'RIGHT (SOUTH) ALONG THE PAVED ROAD TO OUTLYING LANDING FIELD 55 AND GO
 AH0591'1.0 MILE TO A T ROAD AND MARK SITE.  BENCH MARK IS 170 FEET SOUTH OF
 AH0591'CENTER LINE OF T ROAD, 115 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 AH0591'THE LANDING FIELD, 22 FEET EAST OF THE CENTER LINE OF PAVED ROAD, IN
 AH0591'THE EAST HEADWALL OF A LARGE CONCRETE CULVERT, ABOUT 6 INCHES BELOW
 AH0591'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0952 ***********************************************************************
 AH0952  DESIGNATION -  T 919
 AH0952  PID         -  AH0952
 AH0952  STATE/COUNTY-  TX/NUECES
 AH0952  USGS QUAD   -  BANQUETE (1979)
 AH0952
 AH0952                         *CURRENT SURVEY CONTROL
 AH0952  ___________________________________________________________________
 AH0952* NAD 83(1986)-  27 46 46.     (N)    097 45 13.     (W)     SCALED    
 AH0952* NAVD 88     -        24.366  (meters)      79.94   (feet)  ADJUSTED  
 AH0952  ___________________________________________________________________
 AH0952  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH0952  DYNAMIC HT  -          24.329 (meters)      79.82  (feet)  COMP
 AH0952  MODELED GRAV-     979,114.2   (mgal)                       NAVD 88
 AH0952
 AH0952  VERT ORDER  -  FIRST     CLASS II
 AH0952
 AH0952.The horizontal coordinates were scaled from a topographic map and have
 AH0952.an estimated accuracy of +/- 6 seconds.
 AH0952
 AH0952.The orthometric height was determined by differential leveling
 AH0952.and adjusted by the National Geodetic Survey in June 1991..
 AH0952.WARNING-Repeat measurements at this control monument indicate possible
 AH0952.vertical movement.
 AH0952
 AH0952.The geoid height was determined by GEOID03.
 AH0952
 AH0952.The dynamic height is computed by dividing the NAVD 88
 AH0952.geopotential number by the normal gravity value computed on the
 AH0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0952.degrees latitude (g = 980.6199 gals.).
 AH0952
 AH0952.The modeled gravity was interpolated from observed gravity values.
 AH0952
 AH0952;                    North         East    Units  Estimated Accuracy
 AH0952;SPC TX S     - 5,234,300.      373,560.      MT  (+/- 180 meters Scaled)
 AH0952
 AH0952                          SUPERSEDED SURVEY CONTROL
 AH0952
 AH0952  NGVD 29 (??/??/92)   24.492  (m)           80.35   (f) ADJ UNCH    1 2
 AH0952
 AH0952.Superseded values are not recommended for survey control.
 AH0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0952.See file dsdata.txt to determine how the superseded data were derived.
 AH0952
 AH0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR228733(NAD 83)
 AH0952_MARKER: DB = BENCH MARK DISK
 AH0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0952_SP_SET: CULVERT
 AH0952_STAMPING: T 919 1945
 AH0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0952
 AH0952  HISTORY     - Date     Condition        Report By
 AH0952  HISTORY     - 1945     MONUMENTED       CGS
 AH0952  HISTORY     - 1975     GOOD             USGS
 AH0952  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0952
 AH0952                          STATION DESCRIPTION
 AH0952
 AH0952'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0952'4 MI SE FROM BANQUETE.
 AH0952'BM IS 3.0 MILES EAST OF THE TEXAS MEXICAN RAILROAD STATION AT BANQUETE
 AH0952'ALONG THE TRACK TO RABB, 1.6 MILES SOUTH AND WEST ALONG PAVED ROAD TO
 AH0952'FIELD ROAD WEST WHICH IS ON THE SOUTH SIDE OF LARGE DRAINAGE DITCH,
 AH0952'0.2 MILES WEST ALONG FIELD ROAD, 15 SOUTH OF THE CENTER LINE OF THE
 AH0952'ROAD, IN THE SOUTH HEADWALL OF LARGE CONCRETE CULVERT, 7 FEET EAST OF
 AH0952'THE WEST END.
 AH0952
 AH0952                          STATION RECOVERY (2001)
 AH0952
 AH0952'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0027 ***********************************************************************
 BY0027  DESIGNATION -  T 92
 BY0027  PID         -  BY0027
 BY0027  STATE/COUNTY-  TX/SHELBY
 BY0027  USGS QUAD   -  CENTER (1984)
 BY0027
 BY0027                         *CURRENT SURVEY CONTROL
 BY0027  ___________________________________________________________________
 BY0027* NAD 83(1986)-  31 51 26.     (N)    094 11 41.     (W)     SCALED    
 BY0027* NAVD 88     -        80.51   (+/-2cm)     264.1    (feet)  VERTCON   
 BY0027  ___________________________________________________________________
 BY0027  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BY0027
 BY0027  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0027
 BY0027.The horizontal coordinates were scaled from a topographic map and have
 BY0027.an estimated accuracy of +/- 6 seconds.
 BY0027
 BY0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0027.The vertical order pertains to the NGVD 29 superseded value.
 BY0027
 BY0027.The geoid height was determined by GEOID03.
 BY0027
 BY0027;                    North         East    Units  Estimated Accuracy
 BY0027;SPC TX C     - 3,258,870.    1,280,660.      MT  (+/- 180 meters Scaled)
 BY0027
 BY0027                          SUPERSEDED SURVEY CONTROL
 BY0027
 BY0027  NGVD 29 (??/??/92)   80.550  (m)          264.27   (f) ADJ UNCH    1 2
 BY0027
 BY0027.Superseded values are not recommended for survey control.
 BY0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0027.See file dsdata.txt to determine how the superseded data were derived.
 BY0027
 BY0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR869252(NAD 83)
 BY0027_MARKER: DB = BENCH MARK DISK
 BY0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0027+STABILITY: SURFACE MOTION
 BY0027
 BY0027  HISTORY     - Date     Condition        Report By
 BY0027  HISTORY     - UNK      MONUMENTED       CGS
 BY0027  HISTORY     - 1932     GOOD             NGS
 BY0027  HISTORY     - 1951     POOR             ATSFRR
 BY0027  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0027
 BY0027                          STATION DESCRIPTION
 BY0027
 BY0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0027'4.9 MI N FROM CENTER.
 BY0027'ON THE G.C. AND SANTA FE. R.R., 1.8 MILES SOUTH OF FLAT FORK STATION,
 BY0027'6 POLES LENGTHS SOUTH OF MILE POLE NO. 145, 30 FEET EAST OF THE
 BY0027'RAILROAD, AND 30 FEET NORTH OF A GRADE CROSSING.
 BY0027
 BY0027                          STATION RECOVERY (1951)
 BY0027
 BY0027'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1951
 BY0027'MARK RECOVERED IN POOR CONDITION.
 BY0027
 BY0027                          STATION RECOVERY (1979)
 BY0027
 BY0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0839 ***********************************************************************
 AH0839  DESIGNATION -  T 920
 AH0839  PID         -  AH0839
 AH0839  STATE/COUNTY-  TX/NUECES
 AH0839  USGS QUAD   -  LAURELES RANCH (1975)
 AH0839
 AH0839                         *CURRENT SURVEY CONTROL
 AH0839  ___________________________________________________________________
 AH0839* NAD 83(1986)-  27 35 58.     (N)    097 32 07.     (W)     SCALED    
 AH0839* NAVD 88     -        10.811  (meters)      35.47   (feet)  ADJUSTED  
 AH0839  ___________________________________________________________________
 AH0839  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AH0839  DYNAMIC HT  -          10.794 (meters)      35.41  (feet)  COMP
 AH0839  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 AH0839
 AH0839  VERT ORDER  -  SECOND    CLASS 0
 AH0839
 AH0839.The horizontal coordinates were scaled from a topographic map and have
 AH0839.an estimated accuracy of +/- 6 seconds.
 AH0839
 AH0839.The orthometric height was determined by differential leveling
 AH0839.and adjusted by the National Geodetic Survey in June 1991..
 AH0839
 AH0839.The geoid height was determined by GEOID03.
 AH0839
 AH0839.The dynamic height is computed by dividing the NAVD 88
 AH0839.geopotential number by the normal gravity value computed on the
 AH0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0839.degrees latitude (g = 980.6199 gals.).
 AH0839
 AH0839.The modeled gravity was interpolated from observed gravity values.
 AH0839
 AH0839;                    North         East    Units  Estimated Accuracy
 AH0839;SPC TX S     - 5,214,500.      395,240.      MT  (+/- 180 meters Scaled)
 AH0839
 AH0839                          SUPERSEDED SURVEY CONTROL
 AH0839
 AH0839  NGVD 29 (??/??/92)   10.964  (m)           35.97   (f) ADJ UNCH    2 0
 AH0839
 AH0839.Superseded values are not recommended for survey control.
 AH0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0839.See file dsdata.txt to determine how the superseded data were derived.
 AH0839
 AH0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR445536(NAD 83)
 AH0839_MARKER: DB = BENCH MARK DISK
 AH0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0839_STAMPING: T 920 1945
 AH0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0839+STABILITY: SURFACE MOTION
 AH0839
 AH0839  HISTORY     - Date     Condition        Report By
 AH0839  HISTORY     - 1945     MONUMENTED       CGS
 AH0839  HISTORY     - 1949     GOOD             NGS
 AH0839  HISTORY     - 1966     POOR             BOR
 AH0839
 AH0839                          STATION DESCRIPTION
 AH0839
 AH0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0839'5.8 MI N FROM CHAPMAN RANCH.
 AH0839'5.0 MILES WEST ALONG A PAVED ROAD LEADING TO BISHOP FROM CHAPMAN RANCH
 AH0839'HEADQUARTERS, NUECES COUNTY, 0.8 MILE NORTH ALONG A PAVED ROAD. 0.6
 AH0839'MILE SOUTH OF OUTLYING FIELD 2-A (ABANDONED), AT THE NORTHEAST FENCE
 AH0839'OF A LARGE CORRAL, 48 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 AH0839'SOUTH OF A WHITE WOODEN WITNESS POST, AND 15 INCHES LOWER THAN THE
 AH0839'ROAD.  AN IRON DISK, STAMPED T 920 1945 AND SET IN THE TOP OF A
 AH0839'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 AH0839
 AH0839                          STATION RECOVERY (1966)
 AH0839
 AH0839'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0839'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0242 ***********************************************************************
 DN0242  DESIGNATION -  T 922
 DN0242  PID         -  DN0242
 DN0242  STATE/COUNTY-  TX/HUNT
 DN0242  USGS QUAD   -  JOSEPHINE (1963)
 DN0242
 DN0242                         *CURRENT SURVEY CONTROL
 DN0242  ___________________________________________________________________
 DN0242* NAD 83(1986)-  33 03 44.     (N)    096 16 44.     (W)     SCALED    
 DN0242* NAVD 88     -       165.206  (meters)     542.01   (feet)  ADJUSTED  
 DN0242  ___________________________________________________________________
 DN0242  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN0242  DYNAMIC HT  -         165.025 (meters)     541.42  (feet)  COMP
 DN0242  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 DN0242
 DN0242  VERT ORDER  -  SECOND    CLASS 0
 DN0242
 DN0242.The horizontal coordinates were scaled from a topographic map and have
 DN0242.an estimated accuracy of +/- 6 seconds.
 DN0242
 DN0242.The orthometric height was determined by differential leveling
 DN0242.and adjusted by the National Geodetic Survey in June 1991..
 DN0242
 DN0242.The geoid height was determined by GEOID03.
 DN0242
 DN0242.The dynamic height is computed by dividing the NAVD 88
 DN0242.geopotential number by the normal gravity value computed on the
 DN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0242.degrees latitude (g = 980.6199 gals.).
 DN0242
 DN0242.The modeled gravity was interpolated from observed gravity values.
 DN0242
 DN0242;                    North         East    Units  Estimated Accuracy
 DN0242;SPC TXNC     - 2,156,950.      807,380.      MT  (+/- 180 meters Scaled)
 DN0242
 DN0242                          SUPERSEDED SURVEY CONTROL
 DN0242
 DN0242  NGVD 29 (??/??/92)  165.202  (m)          542.00   (f) ADJ UNCH    2 0
 DN0242
 DN0242.Superseded values are not recommended for survey control.
 DN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0242.See file dsdata.txt to determine how the superseded data were derived.
 DN0242
 DN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB540614(NAD 83)
 DN0242_MARKER: DB = BENCH MARK DISK
 DN0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0242_SP_SET: PIER
 DN0242_STAMPING: T 922 1946
 DN0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0242
 DN0242  HISTORY     - Date     Condition        Report By
 DN0242  HISTORY     - 1946     MONUMENTED       CGS
 DN0242  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0242
 DN0242                          STATION DESCRIPTION
 DN0242
 DN0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0242'2.9 MI W FROM CADDO MILLS.
 DN0242'2.9 MILES WEST ALONG A FARM TO MARKET ROAD FROM THE CITY WATER TOWER
 DN0242'AT CADDO MILLS.  14.2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, A
 DN0242'BRONZE DISK SET IN THE TOP OF THE SOUTH END OF THE EAST PIER OF A
 DN0242'CONCRETE BRIDGE ACROSS BRUSHY CREEK.
 DN0242
 DN0242                          STATION RECOVERY (1994)
 DN0242
 DN0242'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1328 ***********************************************************************
 CS1328  DESIGNATION -  T 923
 CS1328  PID         -  CS1328
 CS1328  STATE/COUNTY-  TX/DALLAS
 CS1328  USGS QUAD   -  GARLAND (1973)
 CS1328
 CS1328                         *CURRENT SURVEY CONTROL
 CS1328  ___________________________________________________________________
 CS1328* NAD 83(1986)-  32 55 02.     (N)    096 44 36.     (W)     SCALED    
 CS1328* NAVD 88     -       183.290  (meters)     601.34   (feet)  ADJUSTED  
 CS1328  ___________________________________________________________________
 CS1328  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CS1328  DYNAMIC HT  -         183.085 (meters)     600.67  (feet)  COMP
 CS1328  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 CS1328
 CS1328  VERT ORDER  -  SECOND    CLASS 0
 CS1328
 CS1328.The horizontal coordinates were scaled from a topographic map and have
 CS1328.an estimated accuracy of +/- 6 seconds.
 CS1328
 CS1328.The orthometric height was determined by differential leveling
 CS1328.and adjusted by the National Geodetic Survey in June 1991..
 CS1328
 CS1328.The geoid height was determined by GEOID03.
 CS1328
 CS1328.The dynamic height is computed by dividing the NAVD 88
 CS1328.geopotential number by the normal gravity value computed on the
 CS1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1328.degrees latitude (g = 980.6199 gals.).
 CS1328
 CS1328.The modeled gravity was interpolated from observed gravity values.
 CS1328
 CS1328;                    North         East    Units  Estimated Accuracy
 CS1328;SPC TXNC     - 2,140,050.      764,290.      MT  (+/- 180 meters Scaled)
 CS1328
 CS1328                          SUPERSEDED SURVEY CONTROL
 CS1328
 CS1328  NGVD 29 (??/??/92)  183.299  (m)          601.37   (f) ADJ UNCH    2 0
 CS1328
 CS1328.Superseded values are not recommended for survey control.
 CS1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1328.See file dsdata.txt to determine how the superseded data were derived.
 CS1328
 CS1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB110443(NAD 83)
 CS1328_MARKER: DB = BENCH MARK DISK
 CS1328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1328_SP_SET: CULVERT
 CS1328_STAMPING: T 923 1946
 CS1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1328
 CS1328  HISTORY     - Date     Condition        Report By
 CS1328  HISTORY     - 1946     MONUMENTED       CGS
 CS1328  HISTORY     - 1959     GOOD             NGS
 CS1328  HISTORY     - 19910627 MARK NOT FOUND   USPSQD
 CS1328
 CS1328                          STATION DESCRIPTION
 CS1328
 CS1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1328'2.2 MI S FROM RICHARDSON.
 CS1328'2.2 MILES SOUTH ALONG U.S. HIGHWAY 75 FROM THE HIGH SCHOOL BUILDING AT
 CS1328'RICHARDSON, 320 FEET NORTH OF A LARGE SIGNBOARD, 22 FEET WEST OF THE
 CS1328'CENTERLINE OF THE HIGHWAY, 12.9 FEET EAST OF A WIRE FENCE. NOTE-- THE
 CS1328'MARK IS ALONG GREENVILLE ROAD, HIGHWAY NO. 75 EXPRESSWAY IS NOW ABOUT
 CS1328'1 MILE WEST OF GREENVILLE ROAD.
 CS1328
 CS1328                          STATION RECOVERY (1991)
 CS1328
 CS1328'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0438 ***********************************************************************
 DN0438  DESIGNATION -  T 924
 DN0438  PID         -  DN0438
 DN0438  STATE/COUNTY-  TX/COLLIN
 DN0438  USGS QUAD   -  WYLIE (1973)
 DN0438
 DN0438                         *CURRENT SURVEY CONTROL
 DN0438  ___________________________________________________________________
 DN0438* NAD 83(1986)-  33 01 39.     (N)    096 32 37.     (W)     SCALED    
 DN0438* NAVD 88     -       169.684  (meters)     556.70   (feet)  ADJUSTED  
 DN0438  ___________________________________________________________________
 DN0438  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DN0438  DYNAMIC HT  -         169.500 (meters)     556.10  (feet)  COMP
 DN0438  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 DN0438
 DN0438  VERT ORDER  -  SECOND    CLASS 0
 DN0438
 DN0438.The horizontal coordinates were scaled from a topographic map and have
 DN0438.an estimated accuracy of +/- 6 seconds.
 DN0438
 DN0438.The orthometric height was determined by differential leveling
 DN0438.and adjusted by the National Geodetic Survey in June 1991..
 DN0438
 DN0438.The geoid height was determined by GEOID03.
 DN0438
 DN0438.The dynamic height is computed by dividing the NAVD 88
 DN0438.geopotential number by the normal gravity value computed on the
 DN0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0438.degrees latitude (g = 980.6199 gals.).
 DN0438
 DN0438.The modeled gravity was interpolated from observed gravity values.
 DN0438
 DN0438;                    North         East    Units  Estimated Accuracy
 DN0438;SPC TXNC     - 2,152,600.      782,740.      MT  (+/- 180 meters Scaled)
 DN0438
 DN0438                          SUPERSEDED SURVEY CONTROL
 DN0438
 DN0438  NGVD 29 (??/??/92)  169.693  (m)          556.73   (f) ADJ UNCH    2 0
 DN0438
 DN0438.Superseded values are not recommended for survey control.
 DN0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0438.See file dsdata.txt to determine how the superseded data were derived.
 DN0438
 DN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB294570(NAD 83)
 DN0438_MARKER: DB = BENCH MARK DISK
 DN0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0438_STAMPING: T 924 1946
 DN0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0438+STABILITY: SURFACE MOTION
 DN0438
 DN0438  HISTORY     - Date     Condition        Report By
 DN0438  HISTORY     - 1946     MONUMENTED       CGS
 DN0438  HISTORY     - 19940712 GOOD             USPSQD
 DN0438  HISTORY     - 20031030 GOOD             JCLS
 DN0438  HISTORY     - 20051031 POOR             BOHAN
 DN0438
 DN0438                          STATION DESCRIPTION
 DN0438
 DN0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0438'1.2 MI N FROM WYLIE.
 DN0438'1.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE CITY WATER TOWER AT
 DN0438'WYLIE.  62.9FEET NORTHWEST OF THE NORTHWEST CORNER OF A 2 STORY FRAME
 DN0438'FARM HOUSE, 30.4 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 3
 DN0438'FEET EAST OF A POWER POLE, 3.7 FEET WEST OF A WHITE 4X4 MARKER POST. A
 DN0438'BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0438
 DN0438                          STATION RECOVERY (1994)
 DN0438
 DN0438'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0438'RECOVERED IN GOOD CONDITION.
 DN0438
 DN0438                          STATION RECOVERY (2003)
 DN0438
 DN0438'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 DN0438'RECOVERED IN GOOD CONDITION.
 DN0438
 DN0438                          STATION RECOVERY (2005)
 DN0438
 DN0438'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0438'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0135 ***********************************************************************
 DN0135  DESIGNATION -  T 926
 DN0135  PID         -  DN0135
 DN0135  STATE/COUNTY-  TX/HUNT
 DN0135  USGS QUAD   -  JOSEPHINE (1963)
 DN0135
 DN0135                         *CURRENT SURVEY CONTROL
 DN0135  ___________________________________________________________________
 DN0135* NAD 83(1993)-  33 02 33.34400(N)    096 15 08.94436(W)     ADJUSTED  
 DN0135* NAVD 88     -       164.921  (meters)     541.08   (feet)  ADJUSTED  
 DN0135  ___________________________________________________________________
 DN0135  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DN0135  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0135  DYNAMIC HT  -         164.741 (meters)     540.49  (feet)  COMP
 DN0135  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 DN0135
 DN0135  HORZ ORDER  -  SECOND
 DN0135  VERT ORDER  -  FIRST     CLASS II
 DN0135
 DN0135.The horizontal coordinates were established by classical geodetic methods
 DN0135.and adjusted by the National Geodetic Survey in February 1996..
 DN0135
 DN0135.The orthometric height was determined by differential leveling
 DN0135.and adjusted by the National Geodetic Survey in June 1991..
 DN0135
 DN0135.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0135
 DN0135.The geoid height was determined by GEOID03.
 DN0135
 DN0135.The dynamic height is computed by dividing the NAVD 88
 DN0135.geopotential number by the normal gravity value computed on the
 DN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0135.degrees latitude (g = 980.6199 gals.).
 DN0135
 DN0135.The modeled gravity was interpolated from observed gravity values.
 DN0135
 DN0135;                    North         East     Units Scale Factor Converg.
 DN0135;SPC TXNC     - 2,154,821.665   809,893.810   MT  0.99987263   +1 13 32.8
 DN0135;SPC TXNC     - 7,069,610.75  2,657,126.61   sFT  0.99987263   +1 13 32.8
 DN0135;UTM  14      - 3,659,365.054   756,578.216   MT  1.00041178   +1 29 56.2
 DN0135
 DN0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0135!SPC TXNC     -   0.99997810  x   0.99987263  =   0.99985073
 DN0135!UTM  14      -   0.99997810  x   1.00041178  =   1.00038987
 DN0135
 DN0135                          SUPERSEDED SURVEY CONTROL
 DN0135
 DN0135  NAD 83(1993)-  33 02 33.34830(N)    096 15 08.93831(W) AD(       ) 2
 DN0135  NAD 83(1986)-  33 02 33.35094(N)    096 15 08.93087(W) AD(       ) 2
 DN0135  NAD 27      -  33 02 32.92700(N)    096 15 08.00800(W) AD(       ) 2
 DN0135  NGVD 29 (??/??/92)  164.886  (m)          540.96   (f) ADJ UNCH    1 2
 DN0135
 DN0135.Superseded values are not recommended for survey control.
 DN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0135.See file dsdata.txt to determine how the superseded data were derived.
 DN0135
 DN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5657859365(NAD 83)
 DN0135_MARKER: DB = BENCH MARK DISK
 DN0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0135_SP_SET: CONCRETE POST
 DN0135_STAMPING: T 926 1946
 DN0135_MARK LOGO: CGS   
 DN0135_PROJECTION: PROJECTING 15 CENTIMETERS
 DN0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0135+STABILITY: SURFACE MOTION
 DN0135
 DN0135  HISTORY     - Date     Condition        Report By
 DN0135  HISTORY     - 1946     MONUMENTED       CGS
 DN0135  HISTORY     - 1950     GOOD             CGS
 DN0135  HISTORY     - 1957     GOOD             CGS
 DN0135  HISTORY     - 1960     GOOD             CGS
 DN0135  HISTORY     - 1986     GOOD             NGS
 DN0135  HISTORY     - 19940421 GOOD             USPSQD
 DN0135
 DN0135                          STATION DESCRIPTION
 DN0135
 DN0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0135'2.3 MI SW FROM CADDO MILLS.
 DN0135'2.3 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0135'THE STATION AT CADDO MILLS.  82.7 FEET SOUTHEAST OF THE CENTER OF A
 DN0135'RAILROAD CROSSING, 59 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 42.4
 DN0135'FEET EAST OF THE EAST RAIL, 2.7 FEET NORTH OF A TELEPHONE POLE, 3.3
 DN0135'FEET SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP
 DN0135'OF A CONCRETE POST.
 DN0135
 DN0135                          STATION RECOVERY (1950)
 DN0135
 DN0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DN0135'THIS STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF ROYCE CITY,
 DN0135'ABOUT 2 MILES SOUTHWEST OF CADDO MILLS, AND ABOUT 0.05 MILE
 DN0135'SOUTHEAST OF U.S. HIGHWAY 67.  IT IS 42.2 FEET SOUTHEAST OF
 DN0135'THE SOUTHEAST RAIL OF THE M.K.T. RAILROAD TRACK, 56 FEET
 DN0135'SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE CULVERT, 4 FEET
 DN0135'NORTHWEST OF A FENCELINE, 3 FEET SOUTHWEST OF A WITNESS POST,
 DN0135'AND 2 FEET NORTHEAST OF A TELEPHONE POLE.  IT IS A USC AND GS
 DN0135'BENCH MARK DISK, SET IN THE TOP OF A 6 INCH, SQUARE, CONCRETE
 DN0135'POST, WHICH PROJECTS 4 INCHES.  THE DISK IS STAMPED T 926
 DN0135'1946.
 DN0135'
 DN0135'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 DN0135'STATION HENDRICKS AND IS INCLUDED IN THE DESCRIPTION FOR THAT
 DN0135'STATION.  THE TRAVERSE DISTANCE IS 41.439 METERS OR 135.95
 DN0135'FEET.
 DN0135
 DN0135                          STATION RECOVERY (1957)
 DN0135
 DN0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN0135'BENCH MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN0135'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN0135
 DN0135                          STATION RECOVERY (1960)
 DN0135
 DN0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN0135'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN0135'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN0135
 DN0135                          STATION RECOVERY (1986)
 DN0135
 DN0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0135'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.3 KM (2.05
 DN0135'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST JUNCTION WITH
 DN0135'FARM ROAD 36 IN CADDO MILLS, 0.3 KM (0.2 MI) NORTHEAST OF RAILROAD
 DN0135'MILEPOST 724, 58.5 M (191.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DN0135'HIGHWAY, 18.0 M (59.1 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD
 DN0135'LEADING SOUTHEAST, AND 13.0 M (42.7 FT) SOUTHEAST OF THE NEAR RAIL OF
 DN0135'THE MISSOURI KANSAS TEXAS RAILROAD.
 DN0135'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 DN0135'THE MARK IS 0.3 M BELOW THE TRACKS.
 DN0135
 DN0135                          STATION RECOVERY (1994)
 DN0135
 DN0135'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0138 ***********************************************************************
 CS0138  DESIGNATION -  T 928
 CS0138  PID         -  CS0138
 CS0138  STATE/COUNTY-  TX/HUNT
 CS0138  USGS QUAD   -  QUINLAN (1979)
 CS0138
 CS0138                         *CURRENT SURVEY CONTROL
 CS0138  ___________________________________________________________________
 CS0138* NAD 83(1986)-  32 54 36.     (N)    096 08 15.     (W)     SCALED    
 CS0138* NAVD 88     -       154.989  (meters)     508.49   (feet)  ADJUSTED  
 CS0138  ___________________________________________________________________
 CS0138  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0138  DYNAMIC HT  -         154.819 (meters)     507.94  (feet)  COMP
 CS0138  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 CS0138
 CS0138  VERT ORDER  -  SECOND    CLASS 0
 CS0138
 CS0138.The horizontal coordinates were scaled from a topographic map and have
 CS0138.an estimated accuracy of +/- 6 seconds.
 CS0138
 CS0138.The orthometric height was determined by differential leveling
 CS0138.and adjusted by the National Geodetic Survey in June 1991..
 CS0138
 CS0138.The geoid height was determined by GEOID03.
 CS0138
 CS0138.The dynamic height is computed by dividing the NAVD 88
 CS0138.geopotential number by the normal gravity value computed on the
 CS0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0138.degrees latitude (g = 980.6199 gals.).
 CS0138
 CS0138.The modeled gravity was interpolated from observed gravity values.
 CS0138
 CS0138;                    North         East    Units  Estimated Accuracy
 CS0138;SPC TXNC     - 2,140,360.      820,960.      MT  (+/- 180 meters Scaled)
 CS0138
 CS0138                          SUPERSEDED SURVEY CONTROL
 CS0138
 CS0138  NGVD 29 (??/??/92)  154.986  (m)          508.48   (f) ADJ UNCH    2 0
 CS0138
 CS0138.Superseded values are not recommended for survey control.
 CS0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0138.See file dsdata.txt to determine how the superseded data were derived.
 CS0138
 CS0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB677449(NAD 83)
 CS0138_MARKER: DB = BENCH MARK DISK
 CS0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0138_STAMPING: T 928 1946
 CS0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0138+STABILITY: SURFACE MOTION
 CS0138
 CS0138  HISTORY     - Date     Condition        Report By
 CS0138  HISTORY     - 1946     MONUMENTED       CGS
 CS0138  HISTORY     - 1975     MARK NOT FOUND   USGS
 CS0138  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0138
 CS0138                          STATION DESCRIPTION
 CS0138
 CS0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0138'IN QUINLAN.
 CS0138'ALONG THE TEXAS AND NEW ORLEANS RAILROAD IN QUINLAN.  150 FEET SOUTH
 CS0138'OF THE SOUTHEAST CORNER OF STATION.  47 FEET SOUTH OF STREET CROSSING
 CS0138'TRACKS.  34 FEET WEST OF CENTER OF MAIN TRACK.  27 FEET EAST OF CENTER
 CS0138'OF SIDE TRACK.  2 FEET EAST OF WITNESS POST.
 CS0138
 CS0138                          STATION RECOVERY (1975)
 CS0138
 CS0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CS0138'MARK NOT FOUND.
 CS0138
 CS0138                          STATION RECOVERY (1994)
 CS0138
 CS0138'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0080 ***********************************************************************
 CS0080  DESIGNATION -  T 929 RESET 1947
 CS0080  PID         -  CS0080
 CS0080  STATE/COUNTY-  TX/ROCKWALL
 CS0080  USGS QUAD   -  FORNEY NORTH (1973)
 CS0080
 CS0080                         *CURRENT SURVEY CONTROL
 CS0080  ___________________________________________________________________
 CS0080* NAD 83(1986)-  32 50 28.     (N)    096 26 26.     (W)     SCALED    
 CS0080* NAVD 88     -       150.59   (+/-2cm)     494.1    (feet)  VERTCON   
 CS0080  ___________________________________________________________________
 CS0080  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0080
 CS0080  VERT ORDER  -  THIRD (See Below)
 CS0080
 CS0080.The horizontal coordinates were scaled from a topographic map and have
 CS0080.an estimated accuracy of +/- 6 seconds.
 CS0080
 CS0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0080.The vertical order pertains to the NGVD 29 superseded value.
 CS0080
 CS0080.The geoid height was determined by GEOID03.
 CS0080
 CS0080;                    North         East    Units  Estimated Accuracy
 CS0080;SPC TXNC     - 2,132,120.      792,770.      MT  (+/- 180 meters Scaled)
 CS0080
 CS0080                          SUPERSEDED SURVEY CONTROL
 CS0080
 CS0080  NGVD 29 (01/29/03)  150.61   (m)          494.1    (f) RESET       3  
 CS0080
 CS0080.Superseded values are not recommended for survey control.
 CS0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0080.See file dsdata.txt to determine how the superseded data were derived.
 CS0080
 CS0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB395365(NAD 83)
 CS0080_MARKER: DB = BENCH MARK DISK
 CS0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0080_STAMPING: T 929 RESET 1947
 CS0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0080+STABILITY: SURFACE MOTION
 CS0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS0080+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS0080
 CS0080  HISTORY     - Date     Condition        Report By
 CS0080  HISTORY     - 1947     MONUMENTED       CGS
 CS0080  HISTORY     - 1987     GOOD             USPSQD
 CS0080  HISTORY     - 20051031 GOOD             BOHAN
 CS0080
 CS0080                          STATION DESCRIPTION
 CS0080
 CS0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0080'2.2 MI E FROM HEATH.
 CS0080'2.2 MILES EAST ALONG FARM-TO-MARKET ROAD 550 FROM HEATH, ON THE SOUTH
 CS0080'SIDE OF THE ROAD, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST
 CS0080'OF A PASTURE FENCE LEADING SOUTH, AND NEAR A WHITE WOODEN WITNESS
 CS0080'POST.  A STANDARD DISK, STAMPED T 929 RESET 1947 AND SET IN THE TOP OF
 CS0080'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- IT MAY BE
 CS0080'REACHED FROM HEATH BY GOING 0.5 MILE NORTHEAST, THENCE 1.8 MILES EAST.
 CS0080
 CS0080                          STATION RECOVERY (1987)
 CS0080
 CS0080'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 CS0080'RECOVERED IN GOOD CONDITION.
 CS0080
 CS0080                          STATION RECOVERY (2005)
 CS0080
 CS0080'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1356 ***********************************************************************
 CS1356  DESIGNATION -  T 930
 CS1356  PID         -  CS1356
 CS1356  STATE/COUNTY-  TX/DALLAS
 CS1356  USGS QUAD   -  MESQUITE (1973)
 CS1356
 CS1356                         *CURRENT SURVEY CONTROL
 CS1356  ___________________________________________________________________
 CS1356* NAD 83(1986)-  32 50 00.     (N)    096 33 16.     (W)     SCALED    
 CS1356* NAVD 88     -       149.162  (meters)     489.38   (feet)  ADJUSTED  
 CS1356  ___________________________________________________________________
 CS1356  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CS1356  DYNAMIC HT  -         148.997 (meters)     488.83  (feet)  COMP
 CS1356  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 CS1356
 CS1356  VERT ORDER  -  SECOND    CLASS 0
 CS1356
 CS1356.The horizontal coordinates were scaled from a topographic map and have
 CS1356.an estimated accuracy of +/- 6 seconds.
 CS1356
 CS1356.The orthometric height was determined by differential leveling
 CS1356.and adjusted by the National Geodetic Survey in June 1991..
 CS1356
 CS1356.The geoid height was determined by GEOID03.
 CS1356
 CS1356.The dynamic height is computed by dividing the NAVD 88
 CS1356.geopotential number by the normal gravity value computed on the
 CS1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1356.degrees latitude (g = 980.6199 gals.).
 CS1356
 CS1356.The modeled gravity was interpolated from observed gravity values.
 CS1356
 CS1356;                    North         East    Units  Estimated Accuracy
 CS1356;SPC TXNC     - 2,131,060.      782,130.      MT  (+/- 180 meters Scaled)
 CS1356
 CS1356                          SUPERSEDED SURVEY CONTROL
 CS1356
 CS1356  NGVD 29 (??/??/92)  149.176  (m)          489.42   (f) ADJ UNCH    2 0
 CS1356
 CS1356.Superseded values are not recommended for survey control.
 CS1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1356.See file dsdata.txt to determine how the superseded data were derived.
 CS1356
 CS1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB289354(NAD 83)
 CS1356_MARKER: DB = BENCH MARK DISK
 CS1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1356_STAMPING: T 930 1946
 CS1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1356+STABILITY: SURFACE MOTION
 CS1356
 CS1356  HISTORY     - Date     Condition        Report By
 CS1356  HISTORY     - 1946     MONUMENTED       CGS
 CS1356  HISTORY     - 1958     GOOD             NGS
 CS1356  HISTORY     - 19910626 GOOD             USPSQD
 CS1356
 CS1356                          STATION DESCRIPTION
 CS1356
 CS1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1356'2.5 MI SE FROM ROSE HILL.
 CS1356'2.5 MILES SOUTHEAST AIRLINE FROM ROSE HILL, 4.8 MILES WEST OF THE
 CS1356'CROSSROADS AND STORE IN HEATH ALONG THE BARNES BRIDGE ROAD, ABOUT 0.1
 CS1356'MILE EAST OF A BRICK HOUSE THAT IS AT THE T JUNCTION OF BOBTOWN ROAD
 CS1356'TO THE NORTH AND BARNES BRIDGE ROAD EAST AND WEST, 27 FEET SOUTH OF
 CS1356'THE CENTERLINE OF BARNES BRIDGE ROAD, IN A FENCE CORNER, 3 FEET SOUTH
 CS1356'OF THE SOUTH RIGHT-OF-WAY FENCE AND 3 FEET WEST OF A FIELD FENCE
 CS1356'LEADING SOUTH.  A STANDARD DISK STAMPED T 930 1946 IN A CONCRETE POST
 CS1356'PROJECTING ABOUT 2 INCHES.
 CS1356
 CS1356                          STATION RECOVERY (1991)
 CS1356
 CS1356'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1760 ***********************************************************************
 CS1760  DESIGNATION -  T 931
 CS1760  PID         -  CS1760
 CS1760  STATE/COUNTY-  TX/TARRANT
 CS1760  USGS QUAD   -  HALTOM CITY (1981)
 CS1760
 CS1760                         *CURRENT SURVEY CONTROL
 CS1760  ___________________________________________________________________
 CS1760* NAD 83(1986)-  32 47 42.     (N)    097 20 16.     (W)     SCALED    
 CS1760* NAVD 88     -       167.309  (meters)     548.91   (feet)  ADJUSTED  
 CS1760  ___________________________________________________________________
 CS1760  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS1760  DYNAMIC HT  -         167.113 (meters)     548.27  (feet)  COMP
 CS1760  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 CS1760
 CS1760  VERT ORDER  -  FIRST     CLASS II
 CS1760
 CS1760.The horizontal coordinates were scaled from a topographic map and have
 CS1760.an estimated accuracy of +/- 6 seconds.
 CS1760
 CS1760.The orthometric height was determined by differential leveling
 CS1760.and adjusted by the National Geodetic Survey in June 1991..
 CS1760
 CS1760.The geoid height was determined by GEOID03.
 CS1760
 CS1760.The dynamic height is computed by dividing the NAVD 88
 CS1760.geopotential number by the normal gravity value computed on the
 CS1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1760.degrees latitude (g = 980.6199 gals.).
 CS1760
 CS1760.The modeled gravity was interpolated from observed gravity values.
 CS1760
 CS1760;                    North         East    Units  Estimated Accuracy
 CS1760;SPC TXNC     - 2,125,720.      708,850.      MT  (+/- 180 meters Scaled)
 CS1760
 CS1760                          SUPERSEDED SURVEY CONTROL
 CS1760
 CS1760  NGVD 29 (??/??/92)  167.306  (m)          548.90   (f) ADJ UNCH    1 2
 CS1760
 CS1760.Superseded values are not recommended for survey control.
 CS1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1760.See file dsdata.txt to determine how the superseded data were derived.
 CS1760
 CS1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB556297(NAD 83)
 CS1760_MARKER: DB = BENCH MARK DISK
 CS1760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1760_SP_SET: UNDERPASS
 CS1760_STAMPING: T 931 1946
 CS1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1760
 CS1760  HISTORY     - Date     Condition        Report By
 CS1760  HISTORY     - 1946     MONUMENTED       CGS
 CS1760  HISTORY     - 1954     GOOD             NGS
 CS1760  HISTORY     - 1984     GOOD             NGS
 CS1760  HISTORY     - 19951118 GOOD             USPSQD
 CS1760  HISTORY     - 19960427 GOOD             USPSQD
 CS1760  HISTORY     - 20020824 POOR             GEOCAC
 CS1760
 CS1760                          STATION DESCRIPTION
 CS1760
 CS1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CS1760'IN FORT WORTH.
 CS1760'ABOUT 2.6 MILES NORTH OF THE COUNTY COURT HOUSE AT FORT WORTH, IN THE
 CS1760'NORTH 28TH STREET UNDERPASS UNDER THE SAINT LOUIS AND SOUTHWESTERN
 CS1760'RAILROAD WHICH IS THE EAST OF THREE TRACKS IN THE SAME STRUCTURE,
 CS1760'ABOUT 300 FEET WEST OF THE CENTERLINE OF DECATUR AVENUE, 4 FEET ABOVE
 CS1760'THE ROADWAY AND 2 FEET BELOW THE SIDEWALK.  A BRONZE DISK SET
 CS1760'VERTICALLY IN THE FACE OF THE CONCRETE WALL WHICH IS ON THE NORTH CURB
 CS1760'LINE OF NORTH 28TH STREET.  THIS IS ABOUT 1/4 MILE NORTHEAST OF THE
 CS1760'STOCK YARDS.
 CS1760
 CS1760                          STATION RECOVERY (1984)
 CS1760
 CS1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1760'RECOVERED IN GOOD CONDITION.
 CS1760
 CS1760                          STATION RECOVERY (1995)
 CS1760
 CS1760'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1760'RECOVERED IN GOOD CONDITION.
 CS1760
 CS1760                          STATION RECOVERY (1996)
 CS1760
 CS1760'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1760'RECOVERED IN GOOD CONDITION.
 CS1760
 CS1760                          STATION RECOVERY (2002)
 CS1760
 CS1760'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1760'MARK HAS BEEN COVERED WITH A MATERIAL USED TO RESURFACE THE WALL.  IT
 CS1760'IS VERY DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1685 ***********************************************************************
 CS1685  DESIGNATION -  T 932
 CS1685  PID         -  CS1685
 CS1685  STATE/COUNTY-  TX/TARRANT
 CS1685  USGS QUAD   -  FORT WORTH (1981)
 CS1685
 CS1685                         *CURRENT SURVEY CONTROL
 CS1685  ___________________________________________________________________
 CS1685* NAD 83(1986)-  32 42 22.     (N)    097 19 05.     (W)     SCALED    
 CS1685* NAVD 88     -       201.332  (meters)     660.54   (feet)  ADJUSTED  
 CS1685  ___________________________________________________________________
 CS1685  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1685  DYNAMIC HT  -         201.095 (meters)     659.76  (feet)  COMP
 CS1685  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 CS1685
 CS1685  VERT ORDER  -  FIRST     CLASS II
 CS1685
 CS1685.The horizontal coordinates were scaled from a topographic map and have
 CS1685.an estimated accuracy of +/- 6 seconds.
 CS1685
 CS1685.The orthometric height was determined by differential leveling
 CS1685.and adjusted by the National Geodetic Survey in June 1991..
 CS1685.WARNING-Repeat measurements at this control monument indicate possible
 CS1685.vertical movement.
 CS1685
 CS1685.The geoid height was determined by GEOID03.
 CS1685
 CS1685.The dynamic height is computed by dividing the NAVD 88
 CS1685.geopotential number by the normal gravity value computed on the
 CS1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1685.degrees latitude (g = 980.6199 gals.).
 CS1685
 CS1685.The modeled gravity was interpolated from observed gravity values.
 CS1685
 CS1685;                    North         East    Units  Estimated Accuracy
 CS1685;SPC TXNC     - 2,115,890.      710,810.      MT  (+/- 180 meters Scaled)
 CS1685
 CS1685                          SUPERSEDED SURVEY CONTROL
 CS1685
 CS1685  NGVD 29 (??/??/92)  201.334  (m)          660.54   (f) ADJ UNCH    1 2
 CS1685
 CS1685.Superseded values are not recommended for survey control.
 CS1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1685.See file dsdata.txt to determine how the superseded data were derived.
 CS1685
 CS1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB576199(NAD 83)
 CS1685_MARKER: DB = BENCH MARK DISK
 CS1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1685_STAMPING: T 932 1946 660.517
 CS1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1685+STABILITY: SURFACE MOTION
 CS1685
 CS1685  HISTORY     - Date     Condition        Report By
 CS1685  HISTORY     - 1946     MONUMENTED       CGS
 CS1685  HISTORY     - 1956     GOOD             NGS
 CS1685  HISTORY     - 1966     GOOD             NGS
 CS1685  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1685
 CS1685                          STATION DESCRIPTION
 CS1685
 CS1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1685'IN FORT WORTH.
 CS1685'ABOUT 3.8 MILES SOUTH OF THE COUNTY COURT HOUSE IN FORT WORTH, IN THE
 CS1685'NORTHEAST CORNER OF THE INTERSECTION OF EAST BERRY STREET AND EVANS
 CS1685'AVENUE, 2 FEET EAST OF THE EAST CURB OF EVANS, 7 FEET NORTH OF THE
 CS1685'NORTH EDGE OF THE WALK ALONG THE NORTH SIDE OF EAST BERRY, 2 FEET
 CS1685'SOUTH OF THE ROUNDED CURB ON THE SOUTH SIDE OF THE ENTRANCE DRIVE TO A
 CS1685'LARGE GULF STATION.  IT IS 1 BLOCK EAST OF THE SOUTH EXPRESSWAY.  A
 CS1685'STANDARD DISK STAMPED T 932 1946 660.517 IN A CONCRETE BLOCK WHICH IS
 CS1685'ABOUT 6 INCHES BELOW THE SMALL LAWN IN THE SOUTHWEST AREA OF THE GULF
 CS1685'STATION.
 CS1685
 CS1685                          STATION RECOVERY (1966)
 CS1685
 CS1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1685'RECOVERED IN GOOD CONDITION.
 CS1685
 CS1685                          STATION RECOVERY (1995)
 CS1685
 CS1685'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0091 ***********************************************************************
 BZ0091  DESIGNATION -  T 933
 BZ0091  PID         -  BZ0091
 BZ0091  STATE/COUNTY-  TX/FREESTONE
 BZ0091  USGS QUAD   -  TEAGUE SOUTH (1982)
 BZ0091
 BZ0091                         *CURRENT SURVEY CONTROL
 BZ0091  ___________________________________________________________________
 BZ0091* NAD 83(1986)-  31 37 04.     (N)    096 17 03.     (W)     SCALED    
 BZ0091* NAVD 88     -       153.609  (meters)     503.97   (feet)  ADJUSTED  
 BZ0091  ___________________________________________________________________
 BZ0091  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0091  DYNAMIC HT  -         153.424 (meters)     503.36  (feet)  COMP
 BZ0091  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BZ0091
 BZ0091  VERT ORDER  -  SECOND    CLASS 0
 BZ0091
 BZ0091.The horizontal coordinates were scaled from a topographic map and have
 BZ0091.an estimated accuracy of +/- 6 seconds.
 BZ0091
 BZ0091.The orthometric height was determined by differential leveling
 BZ0091.and adjusted by the National Geodetic Survey in June 1991..
 BZ0091
 BZ0091.The geoid height was determined by GEOID03.
 BZ0091
 BZ0091.The dynamic height is computed by dividing the NAVD 88
 BZ0091.geopotential number by the normal gravity value computed on the
 BZ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0091.degrees latitude (g = 980.6199 gals.).
 BZ0091
 BZ0091.The modeled gravity was interpolated from observed gravity values.
 BZ0091
 BZ0091;                    North         East    Units  Estimated Accuracy
 BZ0091;SPC TX C     - 3,223,290.    1,084,090.      MT  (+/- 180 meters Scaled)
 BZ0091
 BZ0091                          SUPERSEDED SURVEY CONTROL
 BZ0091
 BZ0091  NGVD 29 (??/??/92)  153.598  (m)          503.93   (f) ADJ UNCH    2 0
 BZ0091
 BZ0091.Superseded values are not recommended for survey control.
 BZ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0091.See file dsdata.txt to determine how the superseded data were derived.
 BZ0091
 BZ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA576012(NAD 83)
 BZ0091_MARKER: DB = BENCH MARK DISK
 BZ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0091_STAMPING: T 933 1948
 BZ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0091+STABILITY: SURFACE MOTION
 BZ0091
 BZ0091  HISTORY     - Date     Condition        Report By
 BZ0091  HISTORY     - 1948     MONUMENTED       CGS
 BZ0091  HISTORY     - 1976     GOOD             DUNLAP
 BZ0091
 BZ0091                          STATION DESCRIPTION
 BZ0091
 BZ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0091'0.7 MI S FROM TEAGUE.
 BZ0091'0.7 MILE SOUTH ALONG FARM HIGHWAY NO.80 FROM THE JUNCTION WITH U.S.
 BZ0091'HIGHWAY NO.84 AT TEAGUE, AT A DIRT T-ROAD LEADING WEST, 98.5 FEET
 BZ0091'NORTH OF THE NORTHEAST CORNER OF A RED BRICK HOUSE, 49.5 FEET NORTH OF
 BZ0091'THE CENTER OF THE T-ROAD, 33.9 FEET NORTH OF A FENCE CORNER, 24.9 FEET
 BZ0091'WEST AND LEVEL WITH THE CENTER OF THE HIGHWAY, 1.5 FEET SOUTH OF A
 BZ0091'WITNESS POST, 1.0 FOOT EAST OF A BARB WIRE FENCE AND SET IN THE TOP OF
 BZ0091'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE GROUND.
 BZ0091
 BZ0091                          STATION RECOVERY (1976)
 BZ0091
 BZ0091'RECOVERY NOTE BY DUNLAP ASSOCIATES 1976
 BZ0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0169 ***********************************************************************
 BZ0169  DESIGNATION -  T 934
 BZ0169  PID         -  BZ0169
 BZ0169  STATE/COUNTY-  TX/FREESTONE
 BZ0169  USGS QUAD   -  FAIRFIELD (1982)
 BZ0169
 BZ0169                         *CURRENT SURVEY CONTROL
 BZ0169  ___________________________________________________________________
 BZ0169* NAD 83(1986)-  31 41 18.     (N)    096 09 44.     (W)     SCALED    
 BZ0169* NAVD 88     -       139.754  (meters)     458.51   (feet)  ADJUSTED  
 BZ0169  ___________________________________________________________________
 BZ0169  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 BZ0169  DYNAMIC HT  -         139.586 (meters)     457.96  (feet)  COMP
 BZ0169  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 BZ0169
 BZ0169  VERT ORDER  -  SECOND    CLASS 0
 BZ0169
 BZ0169.The horizontal coordinates were scaled from a topographic map and have
 BZ0169.an estimated accuracy of +/- 6 seconds.
 BZ0169
 BZ0169.The orthometric height was determined by differential leveling
 BZ0169.and adjusted by the National Geodetic Survey in June 1991..
 BZ0169
 BZ0169.The geoid height was determined by GEOID03.
 BZ0169
 BZ0169.The dynamic height is computed by dividing the NAVD 88
 BZ0169.geopotential number by the normal gravity value computed on the
 BZ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0169.degrees latitude (g = 980.6199 gals.).
 BZ0169
 BZ0169.The modeled gravity was interpolated from observed gravity values.
 BZ0169
 BZ0169;                    North         East    Units  Estimated Accuracy
 BZ0169;SPC TX C     - 3,231,530.    1,095,360.      MT  (+/- 180 meters Scaled)
 BZ0169
 BZ0169                          SUPERSEDED SURVEY CONTROL
 BZ0169
 BZ0169  NGVD 29 (??/??/92)  139.744  (m)          458.48   (f) ADJ UNCH    2 0
 BZ0169
 BZ0169.Superseded values are not recommended for survey control.
 BZ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0169.See file dsdata.txt to determine how the superseded data were derived.
 BZ0169
 BZ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA689093(NAD 83)
 BZ0169_MARKER: DB = BENCH MARK DISK
 BZ0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0169_SP_SET: CULVERT
 BZ0169_STAMPING: T 934 1948
 BZ0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0169
 BZ0169  HISTORY     - Date     Condition        Report By
 BZ0169  HISTORY     - 1948     MONUMENTED       CGS
 BZ0169  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0169
 BZ0169                          STATION DESCRIPTION
 BZ0169
 BZ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0169'2.7 MI SW FROM FAIRFIELD.
 BZ0169'0.3 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT FAIRFIELD,
 BZ0169'THENCE 2.4 MILES SOUTH ALONG U.S. HIGHWAY 75, AT A JUNCTION WITH A
 BZ0169'DIRT ROAD LEADING NORTH AND NEARLY PARALLEL TO THE HIGHWAY, 126.0 FEET
 BZ0169'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 29.6 FEET SOUTHWEST
 BZ0169'OF A POWER POLE, 29.6 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF
 BZ0169'THE HIGHWAY, 26.0 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, SET
 BZ0169'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE
 BZ0169'CULVERT.
 BZ0169
 BZ0169                          STATION RECOVERY (2002)
 BZ0169
 BZ0169'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1471 ***********************************************************************
 BZ1471  DESIGNATION -  T 935 RESET
 BZ1471  PID         -  BZ1471
 BZ1471  STATE/COUNTY-  TX/FREESTONE
 BZ1471  USGS QUAD   -  FAIRFIELD (1982)
 BZ1471
 BZ1471                         *CURRENT SURVEY CONTROL
 BZ1471  ___________________________________________________________________
 BZ1471* NAD 83(1986)-  31 42 51.     (N)    096 10 36.     (W)     SCALED    
 BZ1471* NAVD 88     -       143.79   (meters)     471.8    (feet)  RESET     
 BZ1471  ___________________________________________________________________
 BZ1471  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ1471
 BZ1471  VERT ORDER  -  THIRD
 BZ1471
 BZ1471.The horizontal coordinates were scaled from a topographic map and have
 BZ1471.an estimated accuracy of +/- 6 seconds.
 BZ1471
 BZ1471.The orthometric height was computed from unverified reset data.
 BZ1471
 BZ1471.The geoid height was determined by GEOID03.
 BZ1471
 BZ1471;                    North         East    Units  Estimated Accuracy
 BZ1471;SPC TX C     - 3,234,340.    1,093,880.      MT  (+/- 180 meters Scaled)
 BZ1471
 BZ1471                          SUPERSEDED SURVEY CONTROL
 BZ1471
 BZ1471  NGVD 29 (01/29/03)  143.78   (m)          471.7    (f) RESET       3  
 BZ1471
 BZ1471.Superseded values are not recommended for survey control.
 BZ1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1471.See file dsdata.txt to determine how the superseded data were derived.
 BZ1471
 BZ1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA675122(NAD 83)
 BZ1471_MARKER: DB = BENCH MARK DISK
 BZ1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1471_SP_SET: CONCRETE POST
 BZ1471_STAMPING: T 935 RESET 1956
 BZ1471_MARK LOGO: CGS   
 BZ1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1471+STABILITY: SURFACE MOTION
 BZ1471
 BZ1471  HISTORY     - Date     Condition        Report By
 BZ1471  HISTORY     - 1956     MONUMENTED       CGS
 BZ1471
 BZ1471                          STATION DESCRIPTION
 BZ1471
 BZ1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BZ1471'1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 84, FROM THE COURTHOUSE IN
 BZ1471'FAIRFIELD, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, 8 FEET SOUTH
 BZ1471'OF A FENCE CORNER, 20 FEET NORTH OF A CLUMP OF 4 OAK TREES AND ACROSS
 BZ1471'THE HIGHWAY EAST FROM A WHITE HOUSE, PROJECTING 4 INCHES, AND 2 FEET
 BZ1471'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0055 ***********************************************************************
 BZ0055  DESIGNATION -  T 936
 BZ0055  PID         -  BZ0055
 BZ0055  STATE/COUNTY-  TX/FREESTONE
 BZ0055  USGS QUAD   -  KIRVIN (1982)
 BZ0055
 BZ0055                         *CURRENT SURVEY CONTROL
 BZ0055  ___________________________________________________________________
 BZ0055* NAD 83(1986)-  31 45 14.     (N)    096 18 11.     (W)     SCALED    
 BZ0055* NAVD 88     -       132.730  (meters)     435.46   (feet)  ADJUSTED  
 BZ0055  ___________________________________________________________________
 BZ0055  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0055  DYNAMIC HT  -         132.572 (meters)     434.95  (feet)  COMP
 BZ0055  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 BZ0055
 BZ0055  VERT ORDER  -  SECOND    CLASS 0
 BZ0055
 BZ0055.The horizontal coordinates were scaled from a topographic map and have
 BZ0055.an estimated accuracy of +/- 6 seconds.
 BZ0055
 BZ0055.The orthometric height was determined by differential leveling
 BZ0055.and adjusted by the National Geodetic Survey in June 1991..
 BZ0055
 BZ0055.The geoid height was determined by GEOID03.
 BZ0055
 BZ0055.The dynamic height is computed by dividing the NAVD 88
 BZ0055.geopotential number by the normal gravity value computed on the
 BZ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0055.degrees latitude (g = 980.6199 gals.).
 BZ0055
 BZ0055.The modeled gravity was interpolated from observed gravity values.
 BZ0055
 BZ0055;                    North         East    Units  Estimated Accuracy
 BZ0055;SPC TX C     - 3,238,300.    1,081,750.      MT  (+/- 180 meters Scaled)
 BZ0055
 BZ0055                          SUPERSEDED SURVEY CONTROL
 BZ0055
 BZ0055  NGVD 29 (??/??/92)  132.718  (m)          435.43   (f) ADJ UNCH    2 0
 BZ0055
 BZ0055.Superseded values are not recommended for survey control.
 BZ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0055.See file dsdata.txt to determine how the superseded data were derived.
 BZ0055
 BZ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA554163(NAD 83)
 BZ0055_MARKER: DB = BENCH MARK DISK
 BZ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0055_STAMPING: T 936 1948
 BZ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0055+STABILITY: SURFACE MOTION
 BZ0055
 BZ0055  HISTORY     - Date     Condition        Report By
 BZ0055  HISTORY     - 1948     MONUMENTED       CGS
 BZ0055
 BZ0055                          STATION DESCRIPTION
 BZ0055
 BZ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0055'2.30 MI SE FROM KIRVIN.
 BZ0055'0.65 MILE SOUTH ALONG SPUR HIGHWAY NO.156 FROM THE RAILROAD STATION AT
 BZ0055'KIRVIN, THENCE 1.65 MILES EAST ALONG FARM HIGHWAY NO.27, 60.0 FEET
 BZ0055'EAST OF THE CENTER OF A DIRT T-ROAD LEADING SOUTH, 48.8 FEET SOUTH OF
 BZ0055'THE CENTER OF THE HIGHWAY, 43.1 FEET EAST OF A FENCE CORNER POST, 1.8
 BZ0055'FEET WEST OF A WITNESS POST, 1.0 FOOT NORTH OF A WOVEN WIRE FENCE AND
 BZ0055'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BZ0055'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0690 ***********************************************************************
 BZ0690  DESIGNATION -  T 937
 BZ0690  PID         -  BZ0690
 BZ0690  STATE/COUNTY-  TX/LIMESTONE
 BZ0690  USGS QUAD   -  COOLIDGE (1978)
 BZ0690
 BZ0690                         *CURRENT SURVEY CONTROL
 BZ0690  ___________________________________________________________________
 BZ0690* NAD 83(1986)-  31 48 30.     (N)    096 38 28.     (W)     SCALED    
 BZ0690* NAVD 88     -       133.831  (meters)     439.08   (feet)  ADJUSTED  
 BZ0690  ___________________________________________________________________
 BZ0690  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 BZ0690  DYNAMIC HT  -         133.672 (meters)     438.56  (feet)  COMP
 BZ0690  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 BZ0690
 BZ0690  VERT ORDER  -  SECOND    CLASS 0
 BZ0690
 BZ0690.The horizontal coordinates were scaled from a topographic map and have
 BZ0690.an estimated accuracy of +/- 6 seconds.
 BZ0690
 BZ0690.The orthometric height was determined by differential leveling
 BZ0690.and adjusted by the National Geodetic Survey in June 1991..
 BZ0690
 BZ0690.The geoid height was determined by GEOID03.
 BZ0690
 BZ0690.The dynamic height is computed by dividing the NAVD 88
 BZ0690.geopotential number by the normal gravity value computed on the
 BZ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0690.degrees latitude (g = 980.6199 gals.).
 BZ0690
 BZ0690.The modeled gravity was interpolated from observed gravity values.
 BZ0690
 BZ0690;                    North         East    Units  Estimated Accuracy
 BZ0690;SPC TX C     - 3,243,230.    1,049,540.      MT  (+/- 180 meters Scaled)
 BZ0690
 BZ0690                          SUPERSEDED SURVEY CONTROL
 BZ0690
 BZ0690  NGVD 29 (??/??/92)  133.813  (m)          439.02   (f) ADJ UNCH    2 0
 BZ0690
 BZ0690.Superseded values are not recommended for survey control.
 BZ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0690.See file dsdata.txt to determine how the superseded data were derived.
 BZ0690
 BZ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA233216(NAD 83)
 BZ0690_MARKER: DB = BENCH MARK DISK
 BZ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0690_STAMPING: T 937 1948
 BZ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0690+STABILITY: SURFACE MOTION
 BZ0690
 BZ0690  HISTORY     - Date     Condition        Report By
 BZ0690  HISTORY     - 1948     MONUMENTED       CGS
 BZ0690  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0690  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0690
 BZ0690                          STATION DESCRIPTION
 BZ0690
 BZ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0690'5.1 MI N FROM COOLIDGE.
 BZ0690'5.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD STATION AT
 BZ0690'COOLIDGE, AT A SLIGHT BEND IN THE ROAD, 318.0 FEET SOUTHEAST OF A LONE
 BZ0690'TREE STUMP, 57.2 FEET WEST OF A TELEPHONE POLE WITH A GUY WIRE TO THE
 BZ0690'EAST, 42.7 FEET EAST AND ABOUT 1.0 FOOT ABOVE THE CENTER OF THE ROAD,
 BZ0690'1.8 FEET NORTH OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 BZ0690'WHICH PROJECTS 0.2 FOOT ABOVE GROUND.
 BZ0690
 BZ0690                          STATION RECOVERY (1965)
 BZ0690
 BZ0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0690'MARK NOT FOUND.
 BZ0690
 BZ0690                          STATION RECOVERY (1995)
 BZ0690
 BZ0690'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0608 ***********************************************************************
 BZ0608  DESIGNATION -  T 938
 BZ0608  PID         -  BZ0608
 BZ0608  STATE/COUNTY-  TX/LIMESTONE
 BZ0608  USGS QUAD   -  TEHUACANA (1978)
 BZ0608
 BZ0608                         *CURRENT SURVEY CONTROL
 BZ0608  ___________________________________________________________________
 BZ0608* NAD 83(1986)-  31 43 13.     (N)    096 32 40.     (W)     SCALED    
 BZ0608* NAVD 88     -       174.314  (meters)     571.90   (feet)  ADJUSTED  
 BZ0608  ___________________________________________________________________
 BZ0608  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ0608  DYNAMIC HT  -         174.105 (meters)     571.21  (feet)  COMP
 BZ0608  MODELED GRAV-     979,436.6   (mgal)                       NAVD 88
 BZ0608
 BZ0608  VERT ORDER  -  FIRST     CLASS II
 BZ0608
 BZ0608.The horizontal coordinates were scaled from a topographic map and have
 BZ0608.an estimated accuracy of +/- 6 seconds.
 BZ0608
 BZ0608.The orthometric height was determined by differential leveling
 BZ0608.and adjusted by the National Geodetic Survey in June 1991..
 BZ0608.WARNING-Repeat measurements at this control monument indicate possible
 BZ0608.vertical movement.
 BZ0608
 BZ0608.The geoid height was determined by GEOID03.
 BZ0608
 BZ0608.The dynamic height is computed by dividing the NAVD 88
 BZ0608.geopotential number by the normal gravity value computed on the
 BZ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0608.degrees latitude (g = 980.6199 gals.).
 BZ0608
 BZ0608.The modeled gravity was interpolated from observed gravity values.
 BZ0608
 BZ0608;                    North         East    Units  Estimated Accuracy
 BZ0608;SPC TX C     - 3,233,780.    1,059,020.      MT  (+/- 180 meters Scaled)
 BZ0608
 BZ0608                          SUPERSEDED SURVEY CONTROL
 BZ0608
 BZ0608  NGVD 29 (??/??/92)  174.313  (m)          571.89   (f) ADJ UNCH    1 2
 BZ0608
 BZ0608.Superseded values are not recommended for survey control.
 BZ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0608.See file dsdata.txt to determine how the superseded data were derived.
 BZ0608
 BZ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA326120(NAD 83)
 BZ0608_MARKER: DB = BENCH MARK DISK
 BZ0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0608_SP_SET: OVERPASS
 BZ0608_STAMPING: T 938 1948
 BZ0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0608+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ0608
 BZ0608  HISTORY     - Date     Condition        Report By
 BZ0608  HISTORY     - 1948     MONUMENTED       CGS
 BZ0608  HISTORY     - 1980     GOOD             NGS
 BZ0608  HISTORY     - 20020824 GOOD             USPSQD
 BZ0608
 BZ0608                          STATION DESCRIPTION
 BZ0608
 BZ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0608'4.6 MI NW FROM MEXIA.
 BZ0608'4.6 MILES NORTHWEST ALONG THE ABANDONED BURLINGTON-ROCK ISLAND
 BZ0608'RAILROAD FROM THE STATION AT MEXIA, SET VERTICALLY IN THE SOUTH FACE
 BZ0608'OF THE MOST NORTHEASTERLY ONE OF FOUR CONCRETE PIERS OF THE CONCRETE
 BZ0608'OVERPASS OF STATE HIGHWAY NO. 171, 19.0 FEET NORTH OF THE CENTER LINE
 BZ0608'OF THE OLD RAILROAD BED, 2.5 FEET ABOVE THE GROUND LEVEL.
 BZ0608
 BZ0608                          STATION RECOVERY (1980)
 BZ0608
 BZ0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0608'5.5 KM. (3.4 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0608'OF STATE HIGHWAY 14 IN MEXIA, THENCE 1.3 KM. (0.8 MI.) NORTHWEST ALONG
 BZ0608'OLD STATE HIGHWAY 171, AT AN OVERPASS OVER AN ABANDONED RAILROAD
 BZ0608'GRADE, SET VERTICALLY IN THE SOUTH FACE OF THE NORTHEASTERNMOST ONE OF
 BZ0608'FOUR CONCRETE PIERS OF THE OVERPASS, 5.8 M. (19.0 FT.) NORTH OF THE
 BZ0608'CENTER OF THE OLD RAILROAD GRADE.
 BZ0608'THE MARK IS 0.8 M ABOVE THE GROUND.
 BZ0608
 BZ0608                          STATION RECOVERY (2002)
 BZ0608
 BZ0608'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0670 ***********************************************************************
 BZ0670  DESIGNATION -  T 939
 BZ0670  PID         -  BZ0670
 BZ0670  STATE/COUNTY-  TX/NAVARRO
 BZ0670  USGS QUAD   -  UNION HIGH (1965)
 BZ0670
 BZ0670                         *CURRENT SURVEY CONTROL
 BZ0670  ___________________________________________________________________
 BZ0670* NAD 83(1986)-  31 48 50.     (N)    096 31 29.     (W)     SCALED    
 BZ0670* NAVD 88     -       153.312  (meters)     502.99   (feet)  ADJUSTED  
 BZ0670  ___________________________________________________________________
 BZ0670  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0670  DYNAMIC HT  -         153.130 (meters)     502.39  (feet)  COMP
 BZ0670  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 BZ0670
 BZ0670  VERT ORDER  -  SECOND    CLASS 0
 BZ0670
 BZ0670.The horizontal coordinates were scaled from a topographic map and have
 BZ0670.an estimated accuracy of +/- 6 seconds.
 BZ0670
 BZ0670.The orthometric height was determined by differential leveling
 BZ0670.and adjusted by the National Geodetic Survey in June 1991..
 BZ0670
 BZ0670.The geoid height was determined by GEOID03.
 BZ0670
 BZ0670.The dynamic height is computed by dividing the NAVD 88
 BZ0670.geopotential number by the normal gravity value computed on the
 BZ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0670.degrees latitude (g = 980.6199 gals.).
 BZ0670
 BZ0670.The modeled gravity was interpolated from observed gravity values.
 BZ0670
 BZ0670;                    North         East    Units  Estimated Accuracy
 BZ0670;SPC TXNC     - 2,018,090.      787,040.      MT  (+/- 180 meters Scaled)
 BZ0670
 BZ0670                          SUPERSEDED SURVEY CONTROL
 BZ0670
 BZ0670  NGVD 29 (??/??/92)  153.291  (m)          502.92   (f) ADJ UNCH    2 0
 BZ0670
 BZ0670.Superseded values are not recommended for survey control.
 BZ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0670.See file dsdata.txt to determine how the superseded data were derived.
 BZ0670
 BZ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA343224(NAD 83)
 BZ0670_MARKER: DB = BENCH MARK DISK
 BZ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0670_STAMPING: T 939 1948
 BZ0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0670+STABILITY: SURFACE MOTION
 BZ0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0670+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ0670
 BZ0670  HISTORY     - Date     Condition        Report By
 BZ0670  HISTORY     - 1948     MONUMENTED       CGS
 BZ0670  HISTORY     - 20020824 GOOD             USPSQD
 BZ0670
 BZ0670                          STATION DESCRIPTION
 BZ0670
 BZ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0670'4.7 MI NW FROM WORTHAM.
 BZ0670'1.6 MILES WEST ALONG A GRAVELED ROAD FROM THE ASSEMBLY OF GOD CHURCH
 BZ0670'AT THE WEST EDGE OF WORTHAM, THENCE 0.8 MILE NORTH ALONG A GRADED DIRT
 BZ0670'ROAD, THENCE 1.8 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.5
 BZ0670'MILE SOUTHWEST ALONG A GRADED DIRT ROAD, 45.2 FEET EAST OF THE EAST
 BZ0670'EDGE OF A WELL (WALL OF THE WELL EXTENDS 5.0 FEET ABOVE THE GROUND),
 BZ0670'44.0 FEET SOUTHWEST OF THE CENTER LINE OF A GATE WHICH IS LOCATED ON
 BZ0670'THE CREST OF A HILL, 31.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BZ0670'ROAD, 14.0 FEET SOUTHWEST OF A 6-INCH HACKBERRY TREE, 8.5 FEET
 BZ0670'NORTHWEST OF A FENCE, 2.5 FEET NORTHEAST OF A REFERENCE POST, SET IN
 BZ0670'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BZ0670
 BZ0670                          STATION RECOVERY (2002)
 BZ0670
 BZ0670'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0502 ***********************************************************************
 AJ0502  DESIGNATION -  T 94
 AJ0502  PID         -  AJ0502
 AJ0502  STATE/COUNTY-  TX/WEBB
 AJ0502  USGS QUAD   -  OILTON (1972)
 AJ0502
 AJ0502                         *CURRENT SURVEY CONTROL
 AJ0502  ___________________________________________________________________
 AJ0502* NAD 83(1986)-  27 26 21.     (N)    098 59 52.     (W)     SCALED    
 AJ0502* NAVD 88     -       233.464  (meters)     765.96   (feet)  ADJUSTED  
 AJ0502  ___________________________________________________________________
 AJ0502  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AJ0502  DYNAMIC HT  -         233.091 (meters)     764.73  (feet)  COMP
 AJ0502  MODELED GRAV-     979,044.1   (mgal)                       NAVD 88
 AJ0502
 AJ0502  VERT ORDER  -  FIRST     CLASS II
 AJ0502
 AJ0502.The horizontal coordinates were scaled from a topographic map and have
 AJ0502.an estimated accuracy of +/- 6 seconds.
 AJ0502
 AJ0502.The orthometric height was determined by differential leveling
 AJ0502.and adjusted by the National Geodetic Survey in June 1991..
 AJ0502
 AJ0502.The geoid height was determined by GEOID03.
 AJ0502
 AJ0502.The dynamic height is computed by dividing the NAVD 88
 AJ0502.geopotential number by the normal gravity value computed on the
 AJ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0502.degrees latitude (g = 980.6199 gals.).
 AJ0502
 AJ0502.The modeled gravity was interpolated from observed gravity values.
 AJ0502
 AJ0502;                    North         East    Units  Estimated Accuracy
 AJ0502;SPC TX S     - 5,196,480.      250,790.      MT  (+/- 180 meters Scaled)
 AJ0502
 AJ0502                          SUPERSEDED SURVEY CONTROL
 AJ0502
 AJ0502  NGVD 29 (??/??/92)  233.485  (m)          766.03   (f) ADJ UNCH    1 2
 AJ0502
 AJ0502.Superseded values are not recommended for survey control.
 AJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0502.See file dsdata.txt to determine how the superseded data were derived.
 AJ0502
 AJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR002350(NAD 83)
 AJ0502_MARKER: DB = BENCH MARK DISK
 AJ0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0502_STAMPING: T 94 1933 766.025
 AJ0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0502+STABILITY: SURFACE MOTION
 AJ0502
 AJ0502  HISTORY     - Date     Condition        Report By
 AJ0502  HISTORY     - 1933     MONUMENTED       CGS
 AJ0502  HISTORY     - 1943     GOOD             NGS
 AJ0502  HISTORY     - 1971     MARK NOT FOUND   USGS
 AJ0502
 AJ0502                          STATION DESCRIPTION
 AJ0502
 AJ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0502'0.25 MI E FROM MIRANDO CITY.
 AJ0502'BENCH MARK IS ABOUT 0.25 MILE EASTERLY ALONG THE TEXAS MEXICAN
 AJ0502'RAILROAD FROM THE STATION AT MIRANDO CITY.  ABOUT 230 FEET EAST OF
 AJ0502'MILE POST NUMBER 37.  62 FEET EAST OF THE EAST END OF A SMALL BUILDING
 AJ0502'ON THE RAILROAD RIGHT OF WAY.  25 FEET SOUTH OF AND ABOUT THE SAME
 AJ0502'ELEVATION AS THE CENTERLINE OF THE RAILROAD.  3.0 FEET WEST OF A 4 BY
 AJ0502'4 INCH WOODEN MARKER POST.  A DISK SET IN CONCRETE POST. FLUSH WITH
 AJ0502'TOP OF THE GROUND.
 AJ0502
 AJ0502                          STATION RECOVERY (1971)
 AJ0502
 AJ0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AJ0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0073 ***********************************************************************
 BZ0073  DESIGNATION -  T 940
 BZ0073  PID         -  BZ0073
 BZ0073  STATE/COUNTY-  TX/NAVARRO
 BZ0073  USGS QUAD   -  RICHLAND (1978)
 BZ0073
 BZ0073                         *CURRENT SURVEY CONTROL
 BZ0073  ___________________________________________________________________
 BZ0073* NAD 83(1986)-  31 55 34.     (N)    096 25 53.     (W)     SCALED    
 BZ0073* NAVD 88     -       111.976  (meters)     367.37   (feet)  ADJUSTED  
 BZ0073  ___________________________________________________________________
 BZ0073  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 BZ0073  DYNAMIC HT  -         111.845 (meters)     366.94  (feet)  COMP
 BZ0073  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 BZ0073
 BZ0073  VERT ORDER  -  SECOND    CLASS 0
 BZ0073
 BZ0073.The horizontal coordinates were scaled from a topographic map and have
 BZ0073.an estimated accuracy of +/- 6 seconds.
 BZ0073
 BZ0073.The orthometric height was determined by differential leveling
 BZ0073.and adjusted by the National Geodetic Survey in June 1991..
 BZ0073
 BZ0073.The geoid height was determined by GEOID03.
 BZ0073
 BZ0073.The dynamic height is computed by dividing the NAVD 88
 BZ0073.geopotential number by the normal gravity value computed on the
 BZ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0073.degrees latitude (g = 980.6199 gals.).
 BZ0073
 BZ0073.The modeled gravity was interpolated from observed gravity values.
 BZ0073
 BZ0073;                    North         East    Units  Estimated Accuracy
 BZ0073;SPC TXNC     - 2,030,700.      795,630.      MT  (+/- 180 meters Scaled)
 BZ0073
 BZ0073                          SUPERSEDED SURVEY CONTROL
 BZ0073
 BZ0073  NGVD 29 (??/??/92)  111.962  (m)          367.33   (f) ADJ UNCH    2 0
 BZ0073
 BZ0073.Superseded values are not recommended for survey control.
 BZ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0073.See file dsdata.txt to determine how the superseded data were derived.
 BZ0073
 BZ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA428351(NAD 83)
 BZ0073_MARKER: DB = BENCH MARK DISK
 BZ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0073_STAMPING: T 940 1948
 BZ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0073+STABILITY: SURFACE MOTION
 BZ0073
 BZ0073  HISTORY     - Date     Condition        Report By
 BZ0073  HISTORY     - 1948     MONUMENTED       CGS
 BZ0073  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0073
 BZ0073                          STATION DESCRIPTION
 BZ0073
 BZ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0073'IN RICHLAND.
 BZ0073'AT RICHLAND, 0.1 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE POST
 BZ0073'OFFICE, AT THE BASEBALL FIELD, 2.2 FEET WEST OF THE MOST SOUTHWESTERLY
 BZ0073'ONE OF THREE FLOOD LIGHT POLES ON THE NORTHWEST SIDE OF THE FIELD,
 BZ0073'67.0 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING
 BZ0073'SOUTHEAST, 36.0 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD,
 BZ0073'10.0 FEET SOUTHWEST OF A POINT ON THE CENTER LINE OF THE DIRT ROAD
 BZ0073'LEADING NORTHWEST, 2.0 FEET NORTHWEST OF THE BACKSTOP FENCE, 1.6 FEET
 BZ0073'NORTHEAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 BZ0073'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BZ0073
 BZ0073                          STATION RECOVERY (2002)
 BZ0073
 BZ0073'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1876 ***********************************************************************
 CS1876  DESIGNATION -  T 941
 CS1876  PID         -  CS1876
 CS1876  STATE/COUNTY-  TX/TARRANT
 CS1876  USGS QUAD   -  KELLER (1981)
 CS1876
 CS1876                         *CURRENT SURVEY CONTROL
 CS1876  ___________________________________________________________________
 CS1876* NAD 83(1993)-  32 58 41.87415(N)    097 16 21.62930(W)     ADJUSTED  
 CS1876* NAVD 88     -       207.814  (meters)     681.80   (feet)  ADJUSTED  
 CS1876  ___________________________________________________________________
 CS1876  X           -    -678,016.287 (meters)                     COMP
 CS1876  Y           -  -5,312,847.685 (meters)                     COMP
 CS1876  Z           -   3,452,038.074 (meters)                     COMP
 CS1876  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 CS1876  ELLIP HEIGHT-         180.40  (meters)          (06/12/95) GPS OBS
 CS1876  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS1876  DYNAMIC HT  -         207.571 (meters)     681.01  (feet)  COMP
 CS1876  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 CS1876
 CS1876  HORZ ORDER  -  FIRST
 CS1876  VERT ORDER  -  SECOND    CLASS 0
 CS1876  ELLP ORDER  -  THIRD     CLASS I
 CS1876
 CS1876.The horizontal coordinates were established by GPS observations
 CS1876.and adjusted by the National Geodetic Survey in June 1995..
 CS1876
 CS1876.The orthometric height was determined by differential leveling
 CS1876.and adjusted by the National Geodetic Survey in June 1991..
 CS1876
 CS1876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS1876
 CS1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1876
 CS1876.The ellipsoidal height was determined by GPS observations
 CS1876.and is referenced to NAD 83.
 CS1876
 CS1876.The geoid height was determined by GEOID03.
 CS1876
 CS1876.The dynamic height is computed by dividing the NAVD 88
 CS1876.geopotential number by the normal gravity value computed on the
 CS1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1876.degrees latitude (g = 980.6199 gals.).
 CS1876
 CS1876.The modeled gravity was interpolated from observed gravity values.
 CS1876
 CS1876;                    North         East     Units Scale Factor Converg.
 CS1876;SPC TXNC     - 2,146,116.469   714,708.427   MT  0.99987344   +0 40 09.8
 CS1876;SPC TXNC     - 7,041,050.45  2,344,839.23   sFT  0.99987344   +0 40 09.8
 CS1876;UTM  14      - 3,650,205.704   661,409.055   MT  0.99992124   +0 56 25.5
 CS1876
 CS1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1876!SPC TXNC     -   0.99997168  x   0.99987344  =   0.99984512
 CS1876!UTM  14      -   0.99997168  x   0.99992124  =   0.99989292
 CS1876
 CS1876                          SUPERSEDED SURVEY CONTROL
 CS1876
 CS1876  NAVD 88 (06/12/95)  207.81   (m)          681.8    (f) LEVELING    3  
 CS1876  NGVD 29 (??/??/92)  207.803  (m)          681.77   (f) ADJ UNCH    2 0
 CS1876
 CS1876.Superseded values are not recommended for survey control.
 CS1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1876.See file dsdata.txt to determine how the superseded data were derived.
 CS1876
 CS1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6140950206(NAD 83)
 CS1876_MARKER: DB = BENCH MARK DISK
 CS1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1876_STAMPING: T 941 1946
 CS1876_MARK LOGO: NOS   
 CS1876_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1876+STABILITY: SURFACE MOTION
 CS1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1876+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1993
 CS1876
 CS1876  HISTORY     - Date     Condition        Report By
 CS1876  HISTORY     - 1946     MONUMENTED       CGS
 CS1876  HISTORY     - 1959     GOOD             NGS
 CS1876  HISTORY     - 19930907 GOOD             LOCSUR
 CS1876  HISTORY     - 20020610 POOR             GEOCAC
 CS1876  HISTORY     - 20041116 POOR             INDIV
 CS1876
 CS1876                          STATION DESCRIPTION
 CS1876
 CS1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1876'3.4 MI SW FROM ROANOKE.
 CS1876'IN TARRANT COUNTY, 1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE
 CS1876'TEXAS AND PACIFIC RAILWAY STATION AT ROANOKE, DENTON COUNTY, THENCE
 CS1876'1.8 MI. WEST ALONG A GRAVEL ROAD, 0.1 MILE WEST OF THE JUNCTION OF A
 CS1876'FARM DRIVE LEADING SOUTH, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 CS1876'2 FEET WEST OF A NORTH-AND-SOUTH FENCE LINE, 2 FEET SOUTH OF AN
 CS1876'EAST-AND-WEST FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 CS1876'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED T 941 1946 AND SET
 CS1876'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CS1876
 CS1876                          STATION RECOVERY (1993)
 CS1876
 CS1876'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JDB)
 CS1876'RECOVERED AS DESCRIBED.
 CS1876
 CS1876                          STATION RECOVERY (2002)
 CS1876
 CS1876'RECOVERY NOTE BY GEOCACHING 2002
 CS1876'WE FOUND WHAT WE BELIEVE IS THE CONCRETE POST, BUT IT APPEARS TO HAVE
 CS1876'BEEN RUN OVER BY FARM MACHINERY AND THE TOP OF THE POST IS GONE.
 CS1876
 CS1876                          STATION RECOVERY (2004)
 CS1876
 CS1876'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JPH)
 CS1876'THE CONCRETE BASE OF THE MARK WAS RECOVERED, BUT THE TOP PORTION OF
 CS1876'THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2008 ***********************************************************************
 CS2008  DESIGNATION -  T 944
 CS2008  PID         -  CS2008
 CS2008  STATE/COUNTY-  TX/TARRANT
 CS2008  USGS QUAD   -  HURST (1981)
 CS2008
 CS2008                         *CURRENT SURVEY CONTROL
 CS2008  ___________________________________________________________________
 CS2008* NAD 83(1986)-  32 48 32.     (N)    097 11 59.     (W)     SCALED    
 CS2008* NAVD 88     -       161.585  (meters)     530.13   (feet)  ADJUSTED  
 CS2008  ___________________________________________________________________
 CS2008  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CS2008  DYNAMIC HT  -         161.397 (meters)     529.52  (feet)  COMP
 CS2008  MODELED GRAV-     979,472.6   (mgal)                       NAVD 88
 CS2008
 CS2008  VERT ORDER  -  SECOND    CLASS 0
 CS2008
 CS2008.The horizontal coordinates were scaled from a topographic map and have
 CS2008.an estimated accuracy of +/- 6 seconds.
 CS2008
 CS2008.The orthometric height was determined by differential leveling
 CS2008.and adjusted by the National Geodetic Survey in June 1991..
 CS2008
 CS2008.The geoid height was determined by GEOID03.
 CS2008
 CS2008.The dynamic height is computed by dividing the NAVD 88
 CS2008.geopotential number by the normal gravity value computed on the
 CS2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2008.degrees latitude (g = 980.6199 gals.).
 CS2008
 CS2008.The modeled gravity was interpolated from observed gravity values.
 CS2008
 CS2008;                    North         East    Units  Estimated Accuracy
 CS2008;SPC TXNC     - 2,127,410.      721,760.      MT  (+/- 180 meters Scaled)
 CS2008
 CS2008                          SUPERSEDED SURVEY CONTROL
 CS2008
 CS2008  NGVD 29 (??/??/92)  161.583  (m)          530.13   (f) ADJ UNCH    2 0
 CS2008
 CS2008.Superseded values are not recommended for survey control.
 CS2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2008.See file dsdata.txt to determine how the superseded data were derived.
 CS2008
 CS2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB685315(NAD 83)
 CS2008_MARKER: DB = BENCH MARK DISK
 CS2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2008_STAMPING: T 944 1946
 CS2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2008+STABILITY: SURFACE MOTION
 CS2008
 CS2008  HISTORY     - Date     Condition        Report By
 CS2008  HISTORY     - 1946     MONUMENTED       CGS
 CS2008  HISTORY     - 1950     GOOD             NGS
 CS2008  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS2008
 CS2008                          STATION DESCRIPTION
 CS2008
 CS2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CS2008'01.8 MI W FROM HURST.
 CS2008'TO REACH FROM THE SCHOOL BUILDINGS IN HURST, GO WEST ON THE HIGHWAY
 CS2008'NO.183, 01.8 MILES TO THE MARK ON THE RIGHT OR NORTH.  IT IS IN THE
 CS2008'SOUTHWEST CORNER OF A FARMYARD, ABOUT 100 YARDS SOUTH WEST OF A BRICK
 CS2008'HOUSE, 56.5 FEET NORTH OF AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE
 CS2008'OF THE WEST BOUND TRAFFIC LANE, 36 FEET NORTHEAST OF THE EAST END OF
 CS2008'THE NORTH HEADWALL OF A CONCRETE CULVERT, 3 FEET SOUTHWEST OF A FENCE
 CS2008'CORNER AND 1 FOOT EAST OF A 4 X 4 FT. WITNESS POST.  A STANDARD DISK
 CS2008'STAMPED T 944 1946 SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 CS2008'3 INCHES.
 CS2008
 CS2008                          STATION RECOVERY (1997)
 CS2008
 CS2008'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1911 ***********************************************************************
 CS1911  DESIGNATION -  T 945
 CS1911  PID         -  CS1911
 CS1911  STATE/COUNTY-  TX/TARRANT
 CS1911  USGS QUAD   -  GRAPEVINE (1981)
 CS1911
 CS1911                         *CURRENT SURVEY CONTROL
 CS1911  ___________________________________________________________________
 CS1911* NAD 83(1986)-  32 57 31.     (N)    097 02 37.     (W)     SCALED    
 CS1911* NAVD 88     -       170.567  (meters)     559.60   (feet)  ADJUSTED  
 CS1911  ___________________________________________________________________
 CS1911  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CS1911  DYNAMIC HT  -         170.371 (meters)     558.96  (feet)  COMP
 CS1911  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 CS1911
 CS1911  VERT ORDER  -  SECOND    CLASS 0
 CS1911
 CS1911.The horizontal coordinates were scaled from a topographic map and have
 CS1911.an estimated accuracy of +/- 6 seconds.
 CS1911
 CS1911.The orthometric height was determined by differential leveling
 CS1911.and adjusted by the National Geodetic Survey in June 1991..
 CS1911
 CS1911.The geoid height was determined by GEOID03.
 CS1911
 CS1911.The dynamic height is computed by dividing the NAVD 88
 CS1911.geopotential number by the normal gravity value computed on the
 CS1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1911.degrees latitude (g = 980.6199 gals.).
 CS1911
 CS1911.The modeled gravity was interpolated from observed gravity values.
 CS1911
 CS1911;                    North         East    Units  Estimated Accuracy
 CS1911;SPC TXNC     - 2,144,210.      736,150.      MT  (+/- 180 meters Scaled)
 CS1911
 CS1911                          SUPERSEDED SURVEY CONTROL
 CS1911
 CS1911  NGVD 29 (??/??/92)  170.549  (m)          559.54   (f) ADJ UNCH    2 0
 CS1911
 CS1911.Superseded values are not recommended for survey control.
 CS1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1911.See file dsdata.txt to determine how the superseded data were derived.
 CS1911
 CS1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB828483(NAD 83)
 CS1911_MARKER: DB = BENCH MARK DISK
 CS1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1911_STAMPING: T 945 1946
 CS1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1911+STABILITY: SURFACE MOTION
 CS1911
 CS1911  HISTORY     - Date     Condition        Report By
 CS1911  HISTORY     - 1946     MONUMENTED       CGS
 CS1911  HISTORY     - 1963     GOOD             NGS
 CS1911  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1911
 CS1911                          STATION DESCRIPTION
 CS1911
 CS1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1911'2.55 MI NE FROM GRAPEVINE.
 CS1911'.7 MILES NORTHEAST OF GRAPEVINE, TARRANT COUNTY.  THIS BENCH MARK MAY
 CS1911'BE REACHED FROM THE FIRST NATIONAL BANK BY GOING 0.2 MILE NORTH ALONG
 CS1911'MAIN STREET, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 114, AND THENCE
 CS1911'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 121.  IT IS AT THE T-JUNCTION
 CS1911'OF A GRAVEL ROAD LEADING WEST, 48 FEET WEST OF THE CENTERLINE OF THE
 CS1911'HIGHWAY, 36.5 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 20.5
 CS1911'FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF THE FENCE, 1
 CS1911'FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 CS1911'HIGHWAY.  A STANDARD DISK, STAMPED T 945 1946 AND SET IN THE TOP OF A
 CS1911'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE MARK IS
 CS1911'FLUSH WITH THE SURFACE OF GROUND.  IT IS 48 FEET WEST OF THE CENTER
 CS1911'LINE OF STATE HIGHWAY 121, 32 FEET NORTHWEST OF THE CENTER OF GRAVELED
 CS1911'ROAD, 13.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 CS1911'CONCRETE BASE WHICH SUPPORTS A GODFREY RANCH SIGN, 5 FEET NORTHEAST OF
 CS1911'A FENCE CORNER AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE. TO REACH THE
 CS1911'BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 114 AND 121 AT THE NORTH
 CS1911'END OF MAIN STREET IN GRAPEVINE, GO EAST ON HIGHWAYS 114 AND 121 FOR
 CS1911'0.6 MILE, THENCE 1.75 MILES NORTH ON STATE HIGHWAY 121 TO BENCH MARK
 CS1911'ON THE LEFT.
 CS1911
 CS1911                          STATION RECOVERY (1990)
 CS1911
 CS1911'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 CS1911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0726 ***********************************************************************
 DN0726  DESIGNATION -  T 947
 DN0726  PID         -  DN0726
 DN0726  STATE/COUNTY-  TX/DENTON
 DN0726  USGS QUAD   -  ARGYLE (1973)
 DN0726
 DN0726                         *CURRENT SURVEY CONTROL
 DN0726  ___________________________________________________________________
 DN0726* NAD 83(1986)-  33 03 33.     (N)    097 07 53.     (W)     SCALED    
 DN0726* NAVD 88     -       200.506  (meters)     657.83   (feet)  ADJUSTED  
 DN0726  ___________________________________________________________________
 DN0726  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DN0726  DYNAMIC HT  -         200.275 (meters)     657.07  (feet)  COMP
 DN0726  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 DN0726
 DN0726  VERT ORDER  -  SECOND    CLASS 0
 DN0726
 DN0726.The horizontal coordinates were scaled from a topographic map and have
 DN0726.an estimated accuracy of +/- 6 seconds.
 DN0726
 DN0726.The orthometric height was determined by differential leveling
 DN0726.and adjusted by the National Geodetic Survey in June 1991..
 DN0726
 DN0726.The geoid height was determined by GEOID03.
 DN0726
 DN0726.The dynamic height is computed by dividing the NAVD 88
 DN0726.geopotential number by the normal gravity value computed on the
 DN0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0726.degrees latitude (g = 980.6199 gals.).
 DN0726
 DN0726.The modeled gravity was interpolated from observed gravity values.
 DN0726
 DN0726;                    North         East    Units  Estimated Accuracy
 DN0726;SPC TXNC     - 2,155,250.      727,800.      MT  (+/- 180 meters Scaled)
 DN0726
 DN0726                          SUPERSEDED SURVEY CONTROL
 DN0726
 DN0726  NGVD 29 (??/??/92)  200.488  (m)          657.77   (f) ADJ UNCH    2 0
 DN0726
 DN0726.Superseded values are not recommended for survey control.
 DN0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0726.See file dsdata.txt to determine how the superseded data were derived.
 DN0726
 DN0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB744593(NAD 83)
 DN0726_MARKER: DB = BENCH MARK DISK
 DN0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0726_STAMPING: T 947 1946
 DN0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0726+STABILITY: SURFACE MOTION
 DN0726
 DN0726  HISTORY     - Date     Condition        Report By
 DN0726  HISTORY     - 1946     MONUMENTED       CGS
 DN0726  HISTORY     - 1960     GOOD             NGS
 DN0726  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0726  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0726  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0726
 DN0726                          STATION DESCRIPTION
 DN0726
 DN0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0726'7.4 MI SE FROM ARGYLE.
 DN0726'TO REACH THIS MARK FROM ARGYLE.  GO EAST ON A BLACKTOP ROAD FROM THE
 DN0726'OLD BANK BUILDING 03.3 MILES TO A CROSS ROAD.  THEN TURN RIGHT AND GO
 DN0726'SOUTH 03.1 MILES TO THE BARTONVILLE STORE.  THEN CONTINUE SOUTH ON THE
 DN0726'BLACKTOP ROAD 1.0 MILE TO THE DOUBLE OAK SCHOOL ON THE RIGHT AND THE
 DN0726'MARK.  IT IS IN THE NORTHEAST CORNER OF THE SCHOOL YARD, 62 FEET
 DN0726'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 28.5 FEET SOUTH, SOUTHEAST OF
 DN0726'THE FENCE CORNER WHICH IS THE JUNCTION OF THE WEST RIGHT-OF-WAY FENCE
 DN0726'AND THE NORTH YARD FENCE OF THE SCHOOL YARD.  IT IS 16 FEET SOUTH OF
 DN0726'THE BASE OF AN OLD STONE COLUMN, 4 FEET EAST OF THE EXTENDED WEST
 DN0726'RIGHT-OF-WAY FENCE LINE AND 36.5 FEET NORTHEAST OF THE LIGHT POLE
 DN0726'WHICH IS IN THE BACKSTOP FOR THE BASEBALL DIAMOND.  A STANDARD DISK
 DN0726'STAMPED T 947 1946 IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 DN0726
 DN0726                          STATION RECOVERY (1995)
 DN0726
 DN0726'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0726'MARK NOT FOUND.
 DN0726
 DN0726                          STATION RECOVERY (1998)
 DN0726
 DN0726'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0726'MARK NOT FOUND.
 DN0726
 DN0726                          STATION RECOVERY (2005)
 DN0726
 DN0726'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0318 ***********************************************************************
 DN0318  DESIGNATION -  T 948
 DN0318  PID         -  DN0318
 DN0318  STATE/COUNTY-  TX/DENTON
 DN0318  USGS QUAD   -  FRISCO (1981)
 DN0318
 DN0318                         *CURRENT SURVEY CONTROL
 DN0318  ___________________________________________________________________
 DN0318* NAD 83(1986)-  33 13 48.     (N)    096 52 11.     (W)     SCALED    
 DN0318* NAVD 88     -       174.039  (meters)     570.99   (feet)  ADJUSTED  
 DN0318  ___________________________________________________________________
 DN0318  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN0318  DYNAMIC HT  -         173.849 (meters)     570.37  (feet)  COMP
 DN0318  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 DN0318
 DN0318  VERT ORDER  -  SECOND    CLASS 0
 DN0318
 DN0318.The horizontal coordinates were scaled from a topographic map and have
 DN0318.an estimated accuracy of +/- 6 seconds.
 DN0318
 DN0318.The orthometric height was determined by differential leveling
 DN0318.and adjusted by the National Geodetic Survey in June 1991..
 DN0318
 DN0318.The geoid height was determined by GEOID03.
 DN0318
 DN0318.The dynamic height is computed by dividing the NAVD 88
 DN0318.geopotential number by the normal gravity value computed on the
 DN0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0318.degrees latitude (g = 980.6199 gals.).
 DN0318
 DN0318.The modeled gravity was interpolated from observed gravity values.
 DN0318
 DN0318;                    North         East    Units  Estimated Accuracy
 DN0318;SPC TXNC     - 2,174,540.      751,930.      MT  (+/- 180 meters Scaled)
 DN0318
 DN0318                          SUPERSEDED SURVEY CONTROL
 DN0318
 DN0318  NGVD 29 (??/??/92)  174.051  (m)          571.03   (f) ADJ UNCH    2 0
 DN0318
 DN0318.Superseded values are not recommended for survey control.
 DN0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0318.See file dsdata.txt to determine how the superseded data were derived.
 DN0318
 DN0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB985788(NAD 83)
 DN0318_MARKER: DB = BENCH MARK DISK
 DN0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0318_STAMPING: T 948 1946
 DN0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0318+STABILITY: SURFACE MOTION
 DN0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0318+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0318
 DN0318  HISTORY     - Date     Condition        Report By
 DN0318  HISTORY     - 1946     MONUMENTED       CGS
 DN0318  HISTORY     - 1985     GOOD             USPSQD
 DN0318  HISTORY     - 19950708 GOOD             USPSQD
 DN0318  HISTORY     - 20051031 GOOD             BOHAN
 DN0318
 DN0318                          STATION DESCRIPTION
 DN0318
 DN0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0318'3.9 MI W FROM PROSPER.
 DN0318'ABOUT 0.2 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0318'RAILROAD FROM THE STATION AT PROSPER, THENCE WEST 3.7 MILES ALONG A
 DN0318'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 45 YARDS WEST OF A
 DN0318'TWO FOOT CORRUGATED IRON CULVERT, 36.5 FEET NORTH OF AND ABOUT 2.5
 DN0318'FEET LOWER THAN THE CENTER LINE OF THE ROAD, 3.0 FEET EAST OF A REA
 DN0318'POWER POLE, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4
 DN0318'MARKER POST.  A BRONZE DISK STAMPED T 948 1946 SET IN THE TOP OF A
 DN0318'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 DN0318
 DN0318                          STATION RECOVERY (1985)
 DN0318
 DN0318'RECOVERY NOTE BY US POWER SQUADRON 1985
 DN0318'RECOVERED IN GOOD CONDITION.
 DN0318
 DN0318                          STATION RECOVERY (1995)
 DN0318
 DN0318'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0318'RECOVERED IN GOOD CONDITION.
 DN0318
 DN0318                          STATION RECOVERY (2005)
 DN0318
 DN0318'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0692 ***********************************************************************
 DN0692  DESIGNATION -  T 949
 DN0692  PID         -  DN0692
 DN0692  STATE/COUNTY-  TX/DENTON
 DN0692  USGS QUAD   -  DENTON WEST (1960)
 DN0692
 DN0692                         *CURRENT SURVEY CONTROL
 DN0692  ___________________________________________________________________
 DN0692* NAD 83(1986)-  33 08 47.     (N)    097 10 11.     (W)     SCALED    
 DN0692* NAVD 88     -       188.330  (meters)     617.88   (feet)  ADJUSTED  
 DN0692  ___________________________________________________________________
 DN0692  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DN0692  DYNAMIC HT  -         188.115 (meters)     617.17  (feet)  COMP
 DN0692  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 DN0692
 DN0692  VERT ORDER  -  SECOND    CLASS 0
 DN0692
 DN0692.The horizontal coordinates were scaled from a topographic map and have
 DN0692.an estimated accuracy of +/- 6 seconds.
 DN0692
 DN0692.The orthometric height was determined by differential leveling
 DN0692.and adjusted by the National Geodetic Survey in June 1991..
 DN0692
 DN0692.The geoid height was determined by GEOID03.
 DN0692
 DN0692.The dynamic height is computed by dividing the NAVD 88
 DN0692.geopotential number by the normal gravity value computed on the
 DN0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0692.degrees latitude (g = 980.6199 gals.).
 DN0692
 DN0692.The modeled gravity was interpolated from observed gravity values.
 DN0692
 DN0692;                    North         East    Units  Estimated Accuracy
 DN0692;SPC TXNC     - 2,164,870.      724,090.      MT  (+/- 180 meters Scaled)
 DN0692
 DN0692                          SUPERSEDED SURVEY CONTROL
 DN0692
 DN0692  NGVD 29 (??/??/92)  188.309  (m)          617.81   (f) ADJ UNCH    2 0
 DN0692
 DN0692.Superseded values are not recommended for survey control.
 DN0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0692.See file dsdata.txt to determine how the superseded data were derived.
 DN0692
 DN0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB707690(NAD 83)
 DN0692_MARKER: DB = BENCH MARK DISK
 DN0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0692_SP_SET: CULVERT
 DN0692_STAMPING: T 949 1946
 DN0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0692
 DN0692  HISTORY     - Date     Condition        Report By
 DN0692  HISTORY     - 1946     MONUMENTED       CGS
 DN0692  HISTORY     - 1960     GOOD             NGS
 DN0692  HISTORY     - 1980     GOOD             NGS
 DN0692  HISTORY     - 19950630 GOOD             USPSQD
 DN0692  HISTORY     - 19980214 GOOD             USPSQD
 DN0692  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0692
 DN0692                          STATION DESCRIPTION
 DN0692
 DN0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0692'1.9 MI N FROM ARGYLE.
 DN0692'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 377 FROM THE TEXAS AND PACIFIC
 DN0692'RAILWAY STATION AT ARGYLE, DENTON COUNTY, AT A 6- BY 10-FOOT CONCRETE
 DN0692'CULVERT, IN THE TOP OF THE NORTH END OF THE WEST HEADWALL, 24 FEET
 DN0692'WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 DN0692'STANDARD DISK, STAMPED T 949 1946.  NOTE-- THE CULVERT WAS WIDENED
 DN0692'PRIOR TO MAY 1958 AND THE BENCH MARK IS NOW IN THE CENTER OF THE
 DN0692'CULVERT.
 DN0692
 DN0692                          STATION RECOVERY (1980)
 DN0692
 DN0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0692'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 377 FROM POST OFFICE IN ARGYLE,
 DN0692'AT A 2 HIGHWAY, 24 FEET WEST OF THE CENTER OF HIGHWAY.
 DN0692
 DN0692                          STATION RECOVERY (1995)
 DN0692
 DN0692'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0692'RECOVERED IN GOOD CONDITION.
 DN0692
 DN0692                          STATION RECOVERY (1998)
 DN0692
 DN0692'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0692'RECOVERED IN GOOD CONDITION.
 DN0692
 DN0692                          STATION RECOVERY (2005)
 DN0692
 DN0692'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0404 ***********************************************************************
 CR0404  DESIGNATION -  T 95
 CR0404  PID         -  CR0404
 CR0404  STATE/COUNTY-  TX/SMITH
 CR0404  USGS QUAD   -  BULLARD (1973)
 CR0404
 CR0404                         *CURRENT SURVEY CONTROL
 CR0404  ___________________________________________________________________
 CR0404* NAD 83(1986)-  32 14 12.     (N)    095 20 59.     (W)     SCALED    
 CR0404* NAVD 88     -       140.485  (meters)     460.91   (feet)  ADJUSTED  
 CR0404  ___________________________________________________________________
 CR0404  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0404  DYNAMIC HT  -         140.319 (meters)     460.36  (feet)  COMP
 CR0404  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 CR0404
 CR0404  VERT ORDER  -  FIRST     CLASS II
 CR0404
 CR0404.The horizontal coordinates were scaled from a topographic map and have
 CR0404.an estimated accuracy of +/- 6 seconds.
 CR0404
 CR0404.The orthometric height was determined by differential leveling
 CR0404.and adjusted by the National Geodetic Survey in June 1991..
 CR0404
 CR0404.The geoid height was determined by GEOID03.
 CR0404
 CR0404.The dynamic height is computed by dividing the NAVD 88
 CR0404.geopotential number by the normal gravity value computed on the
 CR0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0404.degrees latitude (g = 980.6199 gals.).
 CR0404
 CR0404.The modeled gravity was interpolated from observed gravity values.
 CR0404
 CR0404;                    North         East    Units  Estimated Accuracy
 CR0404;SPC TXNC     - 2,067,660.      896,860.      MT  (+/- 180 meters Scaled)
 CR0404
 CR0404                          SUPERSEDED SURVEY CONTROL
 CR0404
 CR0404  NGVD 29 (??/??/92)  140.515  (m)          461.01   (f) ADJ UNCH    1 2
 CR0404
 CR0404.Superseded values are not recommended for survey control.
 CR0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0404.See file dsdata.txt to determine how the superseded data were derived.
 CR0404
 CR0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR786690(NAD 83)
 CR0404_MARKER: DB = BENCH MARK DISK
 CR0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0404_STAMPING: T 95 1933 460.783
 CR0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0404+STABILITY: SURFACE MOTION
 CR0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0404+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0404
 CR0404  HISTORY     - Date     Condition        Report By
 CR0404  HISTORY     - 1933     MONUMENTED       CGS
 CR0404  HISTORY     - 1959     GOOD             NGS
 CR0404  HISTORY     - 19960420 GOOD             USPSQD
 CR0404  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0404  HISTORY     - 20050712 GOOD             USPSQD
 CR0404
 CR0404                          STATION DESCRIPTION
 CR0404
 CR0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0404'7.3 MI NW FROM BULLARD.
 CR0404'ABOUT 7.3 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0404'FROM THE POST OFFICE AT BULLARD, 42 FEET SOUTHEAST OF MILEPOST 556, 45
 CR0404'1/2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 35 FEET SOUTHWEST OF
 CR0404'A 14-INCH OAK TREE WHICH IS IN A FENCE, 28 FEET WEST OF A FENCE
 CR0404'CORNER, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 CR0404'LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 CR0404'INCHES.
 CR0404
 CR0404                          STATION RECOVERY (1996)
 CR0404
 CR0404'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0404'RECOVERED IN GOOD CONDITION.
 CR0404
 CR0404                          STATION RECOVERY (2004)
 CR0404
 CR0404'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0404'MARK NOT FOUND.
 CR0404
 CR0404                          STATION RECOVERY (2005)
 CR0404
 CR0404'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0404'UNDER A VERY LARGE ANT BED.
 CR0404' 
 CR0404' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0956 ***********************************************************************
 CS0956  DESIGNATION -  T 950
 CS0956  PID         -  CS0956
 CS0956  STATE/COUNTY-  TX/NAVARRO
 CS0956  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0956
 CS0956                         *CURRENT SURVEY CONTROL
 CS0956  ___________________________________________________________________
 CS0956* NAD 83(1986)-  32 02 03.     (N)    096 39 01.     (W)     SCALED    
 CS0956* NAVD 88     -       153.285  (meters)     502.90   (feet)  ADJUSTED  
 CS0956  ___________________________________________________________________
 CS0956  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CS0956  DYNAMIC HT  -         153.106 (meters)     502.32  (feet)  COMP
 CS0956  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 CS0956
 CS0956  VERT ORDER  -  SECOND    CLASS 0
 CS0956
 CS0956.The horizontal coordinates were scaled from a topographic map and have
 CS0956.an estimated accuracy of +/- 6 seconds.
 CS0956
 CS0956.The orthometric height was determined by differential leveling
 CS0956.and adjusted by the National Geodetic Survey in June 1991..
 CS0956
 CS0956.The geoid height was determined by GEOID03.
 CS0956
 CS0956.The dynamic height is computed by dividing the NAVD 88
 CS0956.geopotential number by the normal gravity value computed on the
 CS0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0956.degrees latitude (g = 980.6199 gals.).
 CS0956
 CS0956.The modeled gravity was interpolated from observed gravity values.
 CS0956
 CS0956;                    North         East    Units  Estimated Accuracy
 CS0956;SPC TXNC     - 2,042,290.      774,720.      MT  (+/- 180 meters Scaled)
 CS0956
 CS0956                          SUPERSEDED SURVEY CONTROL
 CS0956
 CS0956  NGVD 29 (??/??/92)  153.268  (m)          502.85   (f) ADJ UNCH    2 0
 CS0956
 CS0956.Superseded values are not recommended for survey control.
 CS0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0956.See file dsdata.txt to determine how the superseded data were derived.
 CS0956
 CS0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA218466(NAD 83)
 CS0956_MARKER: DB = BENCH MARK DISK
 CS0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0956_STAMPING: T-950 1946
 CS0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0956+STABILITY: SURFACE MOTION
 CS0956
 CS0956  HISTORY     - Date     Condition        Report By
 CS0956  HISTORY     - 1946     MONUMENTED       CGS
 CS0956  HISTORY     - 1965     GOOD             USGS
 CS0956
 CS0956                          STATION DESCRIPTION
 CS0956
 CS0956'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CS0956'1.8 MI E FROM DRESDEN.
 CS0956'TO REACH FROM DRESDEN, GO EAST ALONG F.M. ROAD 744 FOR 1.7 MILES.
 CS0956'THENCE LEFT ALONG COUNTY ROAD FOR 0.1 MILES TO AN ABANDONED FARM
 CS0956'HOUSE.  MARK IS 29 FT. NORTH OF ROAD IN THE SW CORNER OF THE ABANDONED
 CS0956'FARMHOUSE YARD AND SET IN TOP OF A CONCR. POST, A STD. DISK STAMPED
 CS0956'T-950, 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0877 ***********************************************************************
 CS0877  DESIGNATION -  T 952
 CS0877  PID         -  CS0877
 CS0877  STATE/COUNTY-  TX/ELLIS
 CS0877  USGS QUAD   -  EMHOUSE (1978)
 CS0877
 CS0877                         *CURRENT SURVEY CONTROL
 CS0877  ___________________________________________________________________
 CS0877* NAD 83(1986)-  32 14 44.     (N)    096 36 07.     (W)     SCALED    
 CS0877* NAVD 88     -       132.071  (meters)     433.30   (feet)  ADJUSTED  
 CS0877  ___________________________________________________________________
 CS0877  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CS0877  DYNAMIC HT  -         131.918 (meters)     432.80  (feet)  COMP
 CS0877  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 CS0877
 CS0877  VERT ORDER  -  SECOND    CLASS 0
 CS0877
 CS0877.The horizontal coordinates were scaled from a topographic map and have
 CS0877.an estimated accuracy of +/- 6 seconds.
 CS0877
 CS0877.The orthometric height was determined by differential leveling
 CS0877.and adjusted by the National Geodetic Survey in June 1991..
 CS0877
 CS0877.The geoid height was determined by GEOID03.
 CS0877
 CS0877.The dynamic height is computed by dividing the NAVD 88
 CS0877.geopotential number by the normal gravity value computed on the
 CS0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0877.degrees latitude (g = 980.6199 gals.).
 CS0877
 CS0877.The modeled gravity was interpolated from observed gravity values.
 CS0877
 CS0877;                    North         East    Units  Estimated Accuracy
 CS0877;SPC TXNC     - 2,065,810.      778,860.      MT  (+/- 180 meters Scaled)
 CS0877
 CS0877                          SUPERSEDED SURVEY CONTROL
 CS0877
 CS0877  NGVD 29 (??/??/92)  132.067  (m)          433.29   (f) ADJ UNCH    2 0
 CS0877
 CS0877.Superseded values are not recommended for survey control.
 CS0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0877.See file dsdata.txt to determine how the superseded data were derived.
 CS0877
 CS0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA259701(NAD 83)
 CS0877_MARKER: DB = BENCH MARK DISK
 CS0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0877_STAMPING: T 952 1946
 CS0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0877+STABILITY: SURFACE MOTION
 CS0877
 CS0877  HISTORY     - Date     Condition        Report By
 CS0877  HISTORY     - 1946     MONUMENTED       CGS
 CS0877
 CS0877                          STATION DESCRIPTION
 CS0877
 CS0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0877'6.1 MI N FROM EMHOUSE.
 CS0877'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0877'EMHOUSE GO NORTHERLY 6.1 MILES ALONG A PAVED ROAD TO SITE OF MARK,
 CS0877'BENCH MARK IS ABOUT 6.7 MILES SOUTH OF ENNIS, AT THE NORTHEAST CORNER
 CS0877'OF A GARDEN, 33.5 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT LOWER THAN THE
 CS0877'CENTER LINE OF THE ROAD, 69.0 FEET NORTHEAST OF A FOURTEEN INCH ASH
 CS0877'TREE, 6.0 FEET SOUTHWEST OF A FENCE CORNER, 1.0 FOOT SOUTHEAST OF A
 CS0877'FENCE AND 1.0 FOOT EAST OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK
 CS0877'STAMPED T 952 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 CS0877'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0900 ***********************************************************************
 CS0900  DESIGNATION -  T 953
 CS0900  PID         -  CS0900
 CS0900  STATE/COUNTY-  TX/ELLIS
 CS0900  USGS QUAD   -  CRYER CREEK (1978)
 CS0900
 CS0900                         *CURRENT SURVEY CONTROL
 CS0900  ___________________________________________________________________
 CS0900* NAD 83(1986)-  32 13 49.     (N)    096 44 48.     (W)     SCALED    
 CS0900* NAVD 88     -       130.132  (meters)     426.94   (feet)  ADJUSTED  
 CS0900  ___________________________________________________________________
 CS0900  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CS0900  DYNAMIC HT  -         129.979 (meters)     426.44  (feet)  COMP
 CS0900  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 CS0900
 CS0900  VERT ORDER  -  SECOND    CLASS 0
 CS0900
 CS0900.The horizontal coordinates were scaled from a topographic map and have
 CS0900.an estimated accuracy of +/- 6 seconds.
 CS0900
 CS0900.The orthometric height was determined by differential leveling
 CS0900.and adjusted by the National Geodetic Survey in June 1991..
 CS0900
 CS0900.The geoid height was determined by GEOID03.
 CS0900
 CS0900.The dynamic height is computed by dividing the NAVD 88
 CS0900.geopotential number by the normal gravity value computed on the
 CS0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0900.degrees latitude (g = 980.6199 gals.).
 CS0900
 CS0900.The modeled gravity was interpolated from observed gravity values.
 CS0900
 CS0900;                    North         East    Units  Estimated Accuracy
 CS0900;SPC TXNC     - 2,063,880.      765,250.      MT  (+/- 180 meters Scaled)
 CS0900
 CS0900                          SUPERSEDED SURVEY CONTROL
 CS0900
 CS0900  NGVD 29 (??/??/92)  130.124  (m)          426.92   (f) ADJ UNCH    2 0
 CS0900
 CS0900.Superseded values are not recommended for survey control.
 CS0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0900.See file dsdata.txt to determine how the superseded data were derived.
 CS0900
 CS0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA123681(NAD 83)
 CS0900_MARKER: DB = BENCH MARK DISK
 CS0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0900_STAMPING: T 953 1946
 CS0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0900+STABILITY: SURFACE MOTION
 CS0900
 CS0900  HISTORY     - Date     Condition        Report By
 CS0900  HISTORY     - 1946     MONUMENTED       CGS
 CS0900  HISTORY     - 1965     MARK NOT FOUND   NGS
 CS0900
 CS0900                          STATION DESCRIPTION
 CS0900
 CS0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0900'3.2 MI NE FROM AVALON.
 CS0900'TO REACH FROM THE POST OFFICE AT AVALON GO NORTHEASTERLY 3.2 MILES
 CS0900'ALONG STATE HIGHWAY NO. 34 TO SITE OF MARK, BENCH MARK IS ABOUT 4.0
 CS0900'MILES SOUTHWEST OF BARDWELL, ABOUT 150 YARDS NORTHEAST OF A STEEL
 CS0900'BRIDGE, 71.0 FEET NORTHWEST OF AND ABOUT 5.0 FEET LOWER THAN THE
 CS0900'CENTER LINE OF THE HIGHWAY, 89.5 FEET NORTH-NORTHEAST OF A FENCE
 CS0900'CORNER, 1.0 FOOT SOUTHEAST OF A FENCE AND 1.0 FOOT SOUTHWEST OF A 4
 CS0900'IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED T 953 1946 SET IN THE
 CS0900'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.  NOTE--
 CS0900'THE FENCE LINE AND MARKER POST IS GONE AND THE AREA IS NOW UNDER
 CS0900'CULTIVATION.  THE BENCH MARK MAYBE COVERED WITH SILT WHICH HAS WASHED
 CS0900'INTO THE AREA WHERE THE MARK IS DESCRIBED AS BEING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0818 ***********************************************************************
 CS0818  DESIGNATION -  T 954
 CS0818  PID         -  CS0818
 CS0818  STATE/COUNTY-  TX/NAVARRO
 CS0818  USGS QUAD   -  EMHOUSE (1978)
 CS0818
 CS0818                         *CURRENT SURVEY CONTROL
 CS0818  ___________________________________________________________________
 CS0818* NAD 83(1986)-  32 09 18.     (N)    096 32 45.     (W)     SCALED    
 CS0818* NAVD 88     -       130.752  (meters)     428.98   (feet)  ADJUSTED  
 CS0818  ___________________________________________________________________
 CS0818  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CS0818  DYNAMIC HT  -         130.601 (meters)     428.48  (feet)  COMP
 CS0818  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 CS0818
 CS0818  VERT ORDER  -  SECOND    CLASS 0
 CS0818
 CS0818.The horizontal coordinates were scaled from a topographic map and have
 CS0818.an estimated accuracy of +/- 6 seconds.
 CS0818
 CS0818.The orthometric height was determined by differential leveling
 CS0818.and adjusted by the National Geodetic Survey in June 1991..
 CS0818
 CS0818.The geoid height was determined by GEOID03.
 CS0818
 CS0818.The dynamic height is computed by dividing the NAVD 88
 CS0818.geopotential number by the normal gravity value computed on the
 CS0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0818.degrees latitude (g = 980.6199 gals.).
 CS0818
 CS0818.The modeled gravity was interpolated from observed gravity values.
 CS0818
 CS0818;                    North         East    Units  Estimated Accuracy
 CS0818;SPC TXNC     - 2,055,870.      784,330.      MT  (+/- 180 meters Scaled)
 CS0818
 CS0818                          SUPERSEDED SURVEY CONTROL
 CS0818
 CS0818  NGVD 29 (??/??/92)  130.749  (m)          428.97   (f) ADJ UNCH    2 0
 CS0818
 CS0818.Superseded values are not recommended for survey control.
 CS0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0818.See file dsdata.txt to determine how the superseded data were derived.
 CS0818
 CS0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA314602(NAD 83)
 CS0818_MARKER: DB = BENCH MARK DISK
 CS0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0818_STAMPING: T 954 1946
 CS0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0818+STABILITY: SURFACE MOTION
 CS0818
 CS0818  HISTORY     - Date     Condition        Report By
 CS0818  HISTORY     - 1946     MONUMENTED       CGS
 CS0818
 CS0818                          STATION DESCRIPTION
 CS0818
 CS0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0818'1.9 MI SE FROM EMHOUSE.
 CS0818'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0818'EMHOUSE GO SOUTHEASTERLY 1.9 MILES ALONG A PAVED ROAD TO SITE OF MARK,
 CS0818'BENCH MARK IS 72.0 FEET NORTH OF AND ABOUT 2.0 FEET LOWER THAN THE
 CS0818'CENTER LINE OF THE ROAD, 19.0 FEET NORTH OF A FENCE, 6.0 FEET
 CS0818'NORTHEAST OF A REA POWER POLE, 1.0 FEET WEST OF A 4 X 4 IN. MARKER
 CS0818'POST.  A BRONZE DISK STAMPED T 954 1946 SET IN THE TOP OF A CONCRETE
 CS0818'POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0833 ***********************************************************************
 CS0833  DESIGNATION -  T 955
 CS0833  PID         -  CS0833
 CS0833  STATE/COUNTY-  TX/ELLIS
 CS0833  USGS QUAD   -  ENNIS WEST (1978)
 CS0833
 CS0833                         *CURRENT SURVEY CONTROL
 CS0833  ___________________________________________________________________
 CS0833* NAD 83(1986)-  32 17 18.     (N)    096 43 07.     (W)     SCALED    
 CS0833* NAVD 88     -       141.612  (meters)     464.61   (feet)  ADJUSTED  
 CS0833  ___________________________________________________________________
 CS0833  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CS0833  DYNAMIC HT  -         141.446 (meters)     464.06  (feet)  COMP
 CS0833  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 CS0833
 CS0833  VERT ORDER  -  SECOND    CLASS 0
 CS0833
 CS0833.The horizontal coordinates were scaled from a topographic map and have
 CS0833.an estimated accuracy of +/- 6 seconds.
 CS0833
 CS0833.The orthometric height was determined by differential leveling
 CS0833.and adjusted by the National Geodetic Survey in June 1991..
 CS0833
 CS0833.The geoid height was determined by GEOID03.
 CS0833
 CS0833.The dynamic height is computed by dividing the NAVD 88
 CS0833.geopotential number by the normal gravity value computed on the
 CS0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0833.degrees latitude (g = 980.6199 gals.).
 CS0833
 CS0833.The modeled gravity was interpolated from observed gravity values.
 CS0833
 CS0833;                    North         East    Units  Estimated Accuracy
 CS0833;SPC TXNC     - 2,070,360.      767,790.      MT  (+/- 180 meters Scaled)
 CS0833
 CS0833                          SUPERSEDED SURVEY CONTROL
 CS0833
 CS0833  NGVD 29 (??/??/92)  141.606  (m)          464.59   (f) ADJ UNCH    2 0
 CS0833
 CS0833.Superseded values are not recommended for survey control.
 CS0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0833.See file dsdata.txt to determine how the superseded data were derived.
 CS0833
 CS0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA148746(NAD 83)
 CS0833_MARKER: DB = BENCH MARK DISK
 CS0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0833_STAMPING: T 955 1946
 CS0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0833+STABILITY: SURFACE MOTION
 CS0833
 CS0833  HISTORY     - Date     Condition        Report By
 CS0833  HISTORY     - 1946     MONUMENTED       CGS
 CS0833  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0833
 CS0833                          STATION DESCRIPTION
 CS0833
 CS0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0833'2.0 MI NW FROM BARDWELL.
 CS0833'ABOUT 2.0 MILES NORTHWEST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0833'FROM THE STATION AT BARDWELL, AT A PRIVATE CROSSING, 42.5 FEET
 CS0833'SOUTHWEST OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE
 CS0833'TRACK, 50.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 CS0833'EAST OF A TELEPHONE POLE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.
 CS0833'A BRONZE DISK STAMPED T 955 1946 SET IN THE TOP OF A CONCRETE POST
 CS0833'WHICH PROJECTS 2 INCHES ABOVE GROUND.
 CS0833
 CS0833                          STATION RECOVERY (2002)
 CS0833
 CS0833'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0797 ***********************************************************************
 CS0797  DESIGNATION -  T 956
 CS0797  PID         -  CS0797
 CS0797  STATE/COUNTY-  TX/ELLIS
 CS0797  USGS QUAD   -  PALMER (1978)
 CS0797
 CS0797                         *CURRENT SURVEY CONTROL
 CS0797  ___________________________________________________________________
 CS0797* NAD 83(1986)-  32 27 01.     (N)    096 40 02.     (W)     SCALED    
 CS0797* NAVD 88     -       121.329  (meters)     398.06   (feet)  ADJUSTED  
 CS0797  ___________________________________________________________________
 CS0797  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS0797  DYNAMIC HT  -         121.188 (meters)     397.60  (feet)  COMP
 CS0797  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 CS0797
 CS0797  VERT ORDER  -  SECOND    CLASS 0
 CS0797
 CS0797.The horizontal coordinates were scaled from a topographic map and have
 CS0797.an estimated accuracy of +/- 6 seconds.
 CS0797
 CS0797.The orthometric height was determined by differential leveling
 CS0797.and adjusted by the National Geodetic Survey in June 1991..
 CS0797
 CS0797.The geoid height was determined by GEOID03.
 CS0797
 CS0797.The dynamic height is computed by dividing the NAVD 88
 CS0797.geopotential number by the normal gravity value computed on the
 CS0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0797.degrees latitude (g = 980.6199 gals.).
 CS0797
 CS0797.The modeled gravity was interpolated from observed gravity values.
 CS0797
 CS0797;                    North         East    Units  Estimated Accuracy
 CS0797;SPC TXNC     - 2,088,400.      772,310.      MT  (+/- 180 meters Scaled)
 CS0797
 CS0797                          SUPERSEDED SURVEY CONTROL
 CS0797
 CS0797  NGVD 29 (??/??/92)  121.334  (m)          398.08   (f) ADJ UNCH    2 0
 CS0797
 CS0797.Superseded values are not recommended for survey control.
 CS0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0797.See file dsdata.txt to determine how the superseded data were derived.
 CS0797
 CS0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA192927(NAD 83)
 CS0797_MARKER: DB = BENCH MARK DISK
 CS0797_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 CS0797_SP_SET: STONE
 CS0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0797
 CS0797  HISTORY     - Date     Condition        Report By
 CS0797  HISTORY     - 1946     MONUMENTED       CGS
 CS0797
 CS0797                          STATION DESCRIPTION
 CS0797
 CS0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0797'1.2 MI N FROM PALMER.
 CS0797'1.2 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0797'STATION AT PALMER, TEXAS.  AT A STONE MASONRY BRIDGE NO. 239.97. 15.0
 CS0797'FEET SOUTH OF THE CENTER LINE OF THE BRIDGE.  14.4 FEET EAST OF THE
 CS0797'CENTER LINE OF THE RAILROAD TRACKS.  ABOUT 1.0 FOOT BELOW TRACK LEVEL.
 CS0797'BRONZE DISK SET HORIZONTALLY IN THE CENTER OF THE SOUTHEAST STONE OF
 CS0797'THE SOUTHEAST WINGWALL.  STAMPED, T 956 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1507 ***********************************************************************
 CS1507  DESIGNATION -  T 957
 CS1507  PID         -  CS1507
 CS1507  STATE/COUNTY-  TX/ELLIS
 CS1507  USGS QUAD   -  FERRIS (1968)
 CS1507
 CS1507                         *CURRENT SURVEY CONTROL
 CS1507  ___________________________________________________________________
 CS1507* NAD 83(1986)-  32 30 01.     (N)    096 42 41.     (W)     SCALED    
 CS1507* NAVD 88     -       151.765  (meters)     497.92   (feet)  ADJUSTED  
 CS1507  ___________________________________________________________________
 CS1507  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CS1507  DYNAMIC HT  -         151.589 (meters)     497.34  (feet)  COMP
 CS1507  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 CS1507
 CS1507  VERT ORDER  -  SECOND    CLASS 0
 CS1507
 CS1507.The horizontal coordinates were scaled from a topographic map and have
 CS1507.an estimated accuracy of +/- 6 seconds.
 CS1507
 CS1507.The orthometric height was determined by differential leveling
 CS1507.and adjusted by the National Geodetic Survey in June 1991..
 CS1507
 CS1507.The geoid height was determined by GEOID03.
 CS1507
 CS1507.The dynamic height is computed by dividing the NAVD 88
 CS1507.geopotential number by the normal gravity value computed on the
 CS1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1507.degrees latitude (g = 980.6199 gals.).
 CS1507
 CS1507.The modeled gravity was interpolated from observed gravity values.
 CS1507
 CS1507;                    North         East    Units  Estimated Accuracy
 CS1507;SPC TXNC     - 2,093,870.      768,070.      MT  (+/- 180 meters Scaled)
 CS1507
 CS1507                          SUPERSEDED SURVEY CONTROL
 CS1507
 CS1507  NGVD 29 (??/??/92)  151.768  (m)          497.93   (f) ADJ UNCH    2 0
 CS1507
 CS1507.Superseded values are not recommended for survey control.
 CS1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1507.See file dsdata.txt to determine how the superseded data were derived.
 CS1507
 CS1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA150981(NAD 83)
 CS1507_MARKER: DB = BENCH MARK DISK
 CS1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1507_STAMPING: T 957 1946
 CS1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1507+STABILITY: SURFACE MOTION
 CS1507
 CS1507  HISTORY     - Date     Condition        Report By
 CS1507  HISTORY     - 1946     MONUMENTED       CGS
 CS1507  HISTORY     - 1959     MARK NOT FOUND   USGS
 CS1507
 CS1507                          STATION DESCRIPTION
 CS1507
 CS1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1507'5.6 MI SW FROM FERRIS.
 CS1507'TO REACH MARK FROM THE TEXAS-NEW ORLEANS RAILROAD STATION AT FERRIS GO
 CS1507'SOUTH 2.2 MILES ALONG U.S. HIGHWAY NO. 75, THENCE NORTHWEST 0.4 MILES
 CS1507'ALONG AN UNIMPROVED ROAD, THENCE SOUTHWEST 0.6 MILES, THENCE NORTHWEST
 CS1507'0.4 MILES, THENCE SOUTHWEST 0.5 MILES, THENCE NORTHWEST 0.7 MILES,
 CS1507'THENCE SOUTHWEST 0.8 MILES ALONG A GRAVEL SURFACED ROAD TO SITE OF
 CS1507'MARK.  BENCH MARK IS 228.0 FEET SOUTHEAST OF AN ELECTRIC POWER LINE
 CS1507'TOWER, 67.5 FEET SOUTH OF A FARM HOUSE, 32.5 FEET NORTH OF AND LEVEL
 CS1507'WITH THE CENTER LINE OF THE ROAD, 29.0 FEET WEST OF A FARM DRIVEWAY,
 CS1507'1.0 FOOT EAST OF A 4 X 4 MARKER POST.  A BRONZE DISC STAMPED T 957
 CS1507'1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 CS1507
 CS1507                          STATION RECOVERY (1959)
 CS1507
 CS1507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS1507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0220 ***********************************************************************
 CS0220  DESIGNATION -  T 959
 CS0220  PID         -  CS0220
 CS0220  STATE/COUNTY-  TX/KAUFMAN
 CS0220  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0220
 CS0220                         *CURRENT SURVEY CONTROL
 CS0220  ___________________________________________________________________
 CS0220* NAD 83(1986)-  32 39 07.     (N)    096 28 02.     (W)     SCALED    
 CS0220* NAVD 88     -       133.536  (meters)     438.11   (feet)  ADJUSTED  
 CS0220  ___________________________________________________________________
 CS0220  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0220  DYNAMIC HT  -         133.388 (meters)     437.62  (feet)  COMP
 CS0220  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 CS0220
 CS0220  VERT ORDER  -  SECOND    CLASS 0
 CS0220
 CS0220.The horizontal coordinates were scaled from a topographic map and have
 CS0220.an estimated accuracy of +/- 6 seconds.
 CS0220
 CS0220.The orthometric height was determined by differential leveling
 CS0220.and adjusted by the National Geodetic Survey in June 1991..
 CS0220
 CS0220.The geoid height was determined by GEOID03.
 CS0220
 CS0220.The dynamic height is computed by dividing the NAVD 88
 CS0220.geopotential number by the normal gravity value computed on the
 CS0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0220.degrees latitude (g = 980.6199 gals.).
 CS0220
 CS0220.The modeled gravity was interpolated from observed gravity values.
 CS0220
 CS0220;                    North         East    Units  Estimated Accuracy
 CS0220;SPC TXNC     - 2,111,100.      790,680.      MT  (+/- 180 meters Scaled)
 CS0220
 CS0220                          SUPERSEDED SURVEY CONTROL
 CS0220
 CS0220  NGVD 29 (??/??/92)  133.546  (m)          438.14   (f) ADJ UNCH    2 0
 CS0220
 CS0220.Superseded values are not recommended for survey control.
 CS0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0220.See file dsdata.txt to determine how the superseded data were derived.
 CS0220
 CS0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB375155(NAD 83)
 CS0220_MARKER: DB = BENCH MARK DISK
 CS0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0220_STAMPING: T 959 1946
 CS0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0220+STABILITY: SURFACE MOTION
 CS0220
 CS0220  HISTORY     - Date     Condition        Report By
 CS0220  HISTORY     - 1946     MONUMENTED       CGS
 CS0220  HISTORY     - 1963     GOOD             USGS
 CS0220
 CS0220                          STATION DESCRIPTION
 CS0220
 CS0220'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CS0220'1.9 MI NNW FROM CRANDALL.
 CS0220'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILWAY STATION IN
 CS0220'CRANDALL GO NW 0.6 MILE TO JCT. U.S. 175 AND FARM ROAD 741, THENCE NW
 CS0220'AND NORTH 1.3 MILES TO CURVE NE AND FIELD ROAD NW.  MARK IS
 CS0220'APPROXIMATELY 225 FT. WSW OF JCT., 69 FT SW OF FARM HOUSE, 41.2 FT
 CS0220'SOUTH OF A WELL IN THE YARD, IN FENCE LINE.  A BRONZE DISK SET IN THE
 CS0220'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0245 ***********************************************************************
 CS0245  DESIGNATION -  T 960
 CS0245  PID         -  CS0245
 CS0245  STATE/COUNTY-  TX/KAUFMAN
 CS0245  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0245
 CS0245                         *CURRENT SURVEY CONTROL
 CS0245  ___________________________________________________________________
 CS0245* NAD 83(1986)-  32 39 57.     (N)    096 25 45.     (W)     SCALED    
 CS0245* NAVD 88     -       126.738  (meters)     415.81   (feet)  ADJUSTED  
 CS0245  ___________________________________________________________________
 CS0245  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0245  DYNAMIC HT  -         126.598 (meters)     415.35  (feet)  COMP
 CS0245  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CS0245
 CS0245  VERT ORDER  -  SECOND    CLASS 0
 CS0245
 CS0245.The horizontal coordinates were scaled from a topographic map and have
 CS0245.an estimated accuracy of +/- 6 seconds.
 CS0245
 CS0245.The orthometric height was determined by differential leveling
 CS0245.and adjusted by the National Geodetic Survey in June 1991..
 CS0245
 CS0245.The geoid height was determined by GEOID03.
 CS0245
 CS0245.The dynamic height is computed by dividing the NAVD 88
 CS0245.geopotential number by the normal gravity value computed on the
 CS0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0245.degrees latitude (g = 980.6199 gals.).
 CS0245
 CS0245.The modeled gravity was interpolated from observed gravity values.
 CS0245
 CS0245;                    North         East    Units  Estimated Accuracy
 CS0245;SPC TXNC     - 2,112,710.      794,220.      MT  (+/- 180 meters Scaled)
 CS0245
 CS0245                          SUPERSEDED SURVEY CONTROL
 CS0245
 CS0245  NGVD 29 (??/??/92)  126.746  (m)          415.83   (f) ADJ UNCH    2 0
 CS0245
 CS0245.Superseded values are not recommended for survey control.
 CS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0245.See file dsdata.txt to determine how the superseded data were derived.
 CS0245
 CS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB410171(NAD 83)
 CS0245_MARKER: DB = BENCH MARK DISK
 CS0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0245_STAMPING: T 960 1946
 CS0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0245+STABILITY: SURFACE MOTION
 CS0245
 CS0245  HISTORY     - Date     Condition        Report By
 CS0245  HISTORY     - 1946     MONUMENTED       CGS
 CS0245  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0245
 CS0245                          STATION DESCRIPTION
 CS0245
 CS0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0245'3.9 MI NE FROM CRANDALL.
 CS0245'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0245'CRANDALL, GO EAST ABOUT 0.4 MILES ALONG U.S. HIGHWAY NO. 175, THENCE
 CS0245'NORTHEAST 2.7 MILES, THENCE NORTHWEST 0.8 MILES ALONG AN UNIMPROVED
 CS0245'ROAD TO THE SITE OF THE MARK.  BENCH MARK IS AT THE JUNCTION OF A
 CS0245'PRIVATE ROAD LEADING WEST, 30 FEET WEST OF AND LEVEL WITH THE CENTER
 CS0245'LINE OF THE ROAD, 11 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE
 CS0245'ROAD, 3 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A 4 X 4 MARKER
 CS0245'POST.  A BRONZE DISC STAMPED T 960 1946 AND SET IN THE TOP OF A
 CS0245'CONCRETE POST WHICH PROJECTS 4 INCHES.
 CS0245
 CS0245                          STATION RECOVERY (1961)
 CS0245
 CS0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1444 ***********************************************************************
 CS1444  DESIGNATION -  T 961
 CS1444  PID         -  CS1444
 CS1444  STATE/COUNTY-  TX/DALLAS
 CS1444  USGS QUAD   -  HUTCHINS (1973)
 CS1444
 CS1444                         *CURRENT SURVEY CONTROL
 CS1444  ___________________________________________________________________
 CS1444* NAD 83(1986)-  32 43 33.     (N)    096 42 19.     (W)     SCALED    
 CS1444* NAVD 88     -       136.651  (meters)     448.33   (feet)  ADJUSTED  
 CS1444  ___________________________________________________________________
 CS1444  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CS1444  DYNAMIC HT  -         136.496 (meters)     447.82  (feet)  COMP
 CS1444  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 CS1444
 CS1444  VERT ORDER  -  SECOND    CLASS 0
 CS1444
 CS1444.The horizontal coordinates were scaled from a topographic map and have
 CS1444.an estimated accuracy of +/- 6 seconds.
 CS1444
 CS1444.The orthometric height was determined by differential leveling
 CS1444.and adjusted by the National Geodetic Survey in June 1991..
 CS1444
 CS1444.The geoid height was determined by GEOID03.
 CS1444
 CS1444.The dynamic height is computed by dividing the NAVD 88
 CS1444.geopotential number by the normal gravity value computed on the
 CS1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1444.degrees latitude (g = 980.6199 gals.).
 CS1444
 CS1444.The modeled gravity was interpolated from observed gravity values.
 CS1444
 CS1444;                    North         East    Units  Estimated Accuracy
 CS1444;SPC TXNC     - 2,118,890.      768,210.      MT  (+/- 180 meters Scaled)
 CS1444
 CS1444                          SUPERSEDED SURVEY CONTROL
 CS1444
 CS1444  NGVD 29 (??/??/92)  136.667  (m)          448.38   (f) ADJ UNCH    2 0
 CS1444
 CS1444.Superseded values are not recommended for survey control.
 CS1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1444.See file dsdata.txt to determine how the superseded data were derived.
 CS1444
 CS1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB150232(NAD 83)
 CS1444_MARKER: DB = BENCH MARK DISK
 CS1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1444_STAMPING: T 961 1946
 CS1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1444+STABILITY: SURFACE MOTION
 CS1444
 CS1444  HISTORY     - Date     Condition        Report By
 CS1444  HISTORY     - 1946     MONUMENTED       CGS
 CS1444  HISTORY     - 1947     GOOD             NGS
 CS1444  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1444
 CS1444                          STATION DESCRIPTION
 CS1444
 CS1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1444'5.0 MI NW FROM RYLIE.
 CS1444'TO REACH FROM THE H.S. CHERRY JR. SCHOOL AT RYLIE GO NORTHWEST 4.8
 CS1444'MILES ALONG U.S. HIGHWAY NO. 175, THENCE SOUTH 0.2 MILE ALONG A
 CS1444'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT THE SECOND AVENUE
 CS1444'AIRPORT, 65.8 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HANGAR,
 CS1444'52.4 FEET NORTH OF THE NORTHWEST CORNER OF THE HANGAR, 15.0 FEET EAST
 CS1444'OF AND ABOUT LEVEL WITH THE CENTER LINE OF A GRAVELED ROAD AND 1.0
 CS1444'FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK SET IN THE TOP
 CS1444'OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 CS1444
 CS1444                          STATION RECOVERY (1958)
 CS1444
 CS1444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0976 ***********************************************************************
 AY0976  DESIGNATION -  T 962
 AY0976  PID         -  AY0976
 AY0976  STATE/COUNTY-  TX/BEXAR
 AY0976  USGS QUAD   -  CASTLE HILLS (1992)
 AY0976
 AY0976                         *CURRENT SURVEY CONTROL
 AY0976  ___________________________________________________________________
 AY0976* NAD 83(1986)-  29 31 30.     (N)    098 31 47.     (W)     SCALED    
 AY0976* NAVD 88     -       240.298  (meters)     788.38   (feet)  POSTED    
 AY0976  ___________________________________________________________________
 AY0976  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AY0976  DYNAMIC HT  -         239.950 (meters)     787.24  (feet)  COMP
 AY0976  MODELED GRAV-     979,180.8   (mgal)                       NAVD 88
 AY0976
 AY0976  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0976
 AY0976.The horizontal coordinates were scaled from a topographic map and have
 AY0976.an estimated accuracy of +/- 6 seconds.
 AY0976
 AY0976.The orthometric height was determined by differential leveling
 AY0976.and adjusted by the National Geodetic Survey in 1992..
 AY0976.No vertical observational check was made to the station.
 AY0976.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0976.was located on a no-check spur therefore a value was not computed.
 AY0976
 AY0976.The geoid height was determined by GEOID03.
 AY0976
 AY0976.The dynamic height is computed by dividing the NAVD 88
 AY0976.geopotential number by the normal gravity value computed on the
 AY0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0976.degrees latitude (g = 980.6199 gals.).
 AY0976
 AY0976.The modeled gravity was interpolated from observed gravity values.
 AY0976
 AY0976;                    North         East    Units  Estimated Accuracy
 AY0976;SPC TXSC     - 4,187,570.      645,580.      MT  (+/- 180 meters Scaled)
 AY0976
 AY0976                          SUPERSEDED SURVEY CONTROL
 AY0976
 AY0976  NGVD 29 (??/??/92)  240.155  (m)          787.91   (f) ADJ UNCH    1 2
 AY0976
 AY0976.Superseded values are not recommended for survey control.
 AY0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0976.See file dsdata.txt to determine how the superseded data were derived.
 AY0976
 AY0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT455662(NAD 83)
 AY0976_MARKER: DB = BENCH MARK DISK
 AY0976_SETTING: 66 = SET IN ROCK OUTCROP
 AY0976_SP_SET: BED ROCK
 AY0976_STAMPING: T 962 1946
 AY0976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0976+STABILITY: POSITION/ELEVATION WELL
 AY0976
 AY0976  HISTORY     - Date     Condition        Report By
 AY0976  HISTORY     - 1946     MONUMENTED       CGS
 AY0976  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0976
 AY0976                          STATION DESCRIPTION
 AY0976
 AY0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0976'7.5 MI N FROM SAN ANTONIO.
 AY0976'7.5 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0976'COMMERCE STREET CROSSING AT SAN ANTONIO, 116.5 FEET EAST OF THE EAST
 AY0976'RAIL MEASURED FROM THE MIDDLE OF TRESTLE 246.48, 12.4 FEET SOUTH
 AY0976'SOUTHEAST OF A 2 1/2-FOOT ROCK CAIRN, 57.0 FEET SOUTH OF A RAILWAY
 AY0976'SPIKE DRIVEN BETWEEN THE BRANCHES OF A TWIN OAK TREE (DRIVEN 1.3 FEET
 AY0976'ABOVE THE GROUND), 28.1 FEET SOUTHEAST OF A RAILWAY SPIKE DRIVEN INTO
 AY0976'THE SOUTHEAST SIDE OF A TWIN OAK TREE (DRIVEN 1.0 FOOT ABOVE THE
 AY0976'GROUND), 41.6 FEET EAST OF A RAILWAY SPIKE DRIVEN INTO THE NORTH SIDE
 AY0976'OF A 24-INCH OAK TREE (DRIVEN INTO A KNOT 4.0 FEET ABOVE THE GROUND),
 AY0976'57.0 FEET NORTH OF A RAILWAY SPIKE DRIVEN BETWEEN THE TWO BRANCHES OF
 AY0976'A TWIN OAK TREE (DRIVEN 0.3 FOOT ABOVE THE GROUND AND ON THE NORTH
 AY0976'SIDE OF THE TREE), 56.0 FEET WEST OF THE CENTER AND LOWEST POINT OF A
 AY0976'NORTH-SOUTH DRY STREAM BED, 4.5 FEET SOUTH OF THE NORTH 2-FOOT BANK OF
 AY0976'EAST-WEST DRY STREAM BED, SET IN THE BED ROCK BOTTOM OF THE DRY STREAM
 AY0976'BED WHICH PASSES UNDER THE RAILWAY TRESTLE.
 AY0976
 AY0976                          STATION RECOVERY (1995)
 AY0976
 AY0976'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0723 ***********************************************************************
 AY0723  DESIGNATION -  T 963
 AY0723  PID         -  AY0723
 AY0723  STATE/COUNTY-  TX/BEXAR
 AY0723  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0723
 AY0723                         *CURRENT SURVEY CONTROL
 AY0723  ___________________________________________________________________
 AY0723* NAD 83(1986)-  29 28 05.     (N)    098 32 22.     (W)     SCALED    
 AY0723* NAVD 88     -       225.440  (meters)     739.63   (feet)  ADJUSTED  
 AY0723  ___________________________________________________________________
 AY0723  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY0723  DYNAMIC HT  -         225.112 (meters)     738.55  (feet)  COMP
 AY0723  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0723
 AY0723  VERT ORDER  -  FIRST     CLASS II
 AY0723
 AY0723.The horizontal coordinates were scaled from a topographic map and have
 AY0723.an estimated accuracy of +/- 6 seconds.
 AY0723
 AY0723.The orthometric height was determined by differential leveling
 AY0723.and adjusted by the National Geodetic Survey in June 1991..
 AY0723
 AY0723.The geoid height was determined by GEOID03.
 AY0723
 AY0723.The dynamic height is computed by dividing the NAVD 88
 AY0723.geopotential number by the normal gravity value computed on the
 AY0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0723.degrees latitude (g = 980.6199 gals.).
 AY0723
 AY0723.The modeled gravity was interpolated from observed gravity values.
 AY0723
 AY0723;                    North         East    Units  Estimated Accuracy
 AY0723;SPC TXSC     - 4,181,260.      644,670.      MT  (+/- 180 meters Scaled)
 AY0723
 AY0723                          SUPERSEDED SURVEY CONTROL
 AY0723
 AY0723  NGVD 29 (??/??/92)  225.315  (m)          739.22   (f) ADJ UNCH    1 2
 AY0723
 AY0723.Superseded values are not recommended for survey control.
 AY0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0723.See file dsdata.txt to determine how the superseded data were derived.
 AY0723
 AY0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT446599(NAD 83)
 AY0723_MARKER: DB = BENCH MARK DISK
 AY0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0723_STAMPING: T 963 1946
 AY0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0723+STABILITY: SURFACE MOTION
 AY0723
 AY0723  HISTORY     - Date     Condition        Report By
 AY0723  HISTORY     - 1946     MONUMENTED       CGS
 AY0723  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0723  HISTORY     - 19950413 GOOD             USPSQD
 AY0723
 AY0723                          STATION DESCRIPTION
 AY0723
 AY0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0723'IN SAN ANTONIO.
 AY0723'AT SAN ANTONIO, AT THE SOUTHEAST CORNER OF THE JUNCTION OF WILSON
 AY0723'DRIVE AND NORTH DRIVE, 34.8 FEET SOUTH OF THE NORTH CURB OF NORTH
 AY0723'DRIVE (NO CURB ON SOUTH SIDE), 52.8 FEET EAST OF THE WEST CURB OF
 AY0723'WILSON DRIVE (NO CURB ON EAST SIDE), 8.7 FEET EAST OF BENCH MARK Y 963
 AY0723'(CSA), SET IN THE TOP OF CONCRETE POURED INTO AN 8-INCH CONCRETE PIPE,
 AY0723'FLUSH WITH THE TOP OF THE GROUND.
 AY0723
 AY0723                          STATION RECOVERY (1982)
 AY0723
 AY0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0723'SEARCHED FOR AND NOT RECOVERED, MARK COULD BE COVERED WITH FILL DIRT.
 AY0723
 AY0723                          STATION RECOVERY (1995)
 AY0723
 AY0723'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0506 ***********************************************************************
 CR0506  DESIGNATION -  T 964
 CR0506  PID         -  CR0506
 CR0506  STATE/COUNTY-  TX/VAN ZANDT
 CR0506  USGS QUAD   -  CHANDLER (1973)
 CR0506
 CR0506                         *CURRENT SURVEY CONTROL
 CR0506  ___________________________________________________________________
 CR0506* NAD 83(1986)-  32 21 35.     (N)    095 29 54.     (W)     SCALED    
 CR0506* NAVD 88     -       143.022  (meters)     469.23   (feet)  ADJUSTED  
 CR0506  ___________________________________________________________________
 CR0506  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CR0506  DYNAMIC HT  -         142.856 (meters)     468.69  (feet)  COMP
 CR0506  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CR0506
 CR0506  VERT ORDER  -  SECOND    CLASS 0
 CR0506
 CR0506.The horizontal coordinates were scaled from a topographic map and have
 CR0506.an estimated accuracy of +/- 6 seconds.
 CR0506
 CR0506.The orthometric height was determined by differential leveling
 CR0506.and adjusted by the National Geodetic Survey in June 1991..
 CR0506
 CR0506.The geoid height was determined by GEOID03.
 CR0506
 CR0506.The dynamic height is computed by dividing the NAVD 88
 CR0506.geopotential number by the normal gravity value computed on the
 CR0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0506.degrees latitude (g = 980.6199 gals.).
 CR0506
 CR0506.The modeled gravity was interpolated from observed gravity values.
 CR0506
 CR0506;                    North         East    Units  Estimated Accuracy
 CR0506;SPC TXNC     - 2,080,890.      882,470.      MT  (+/- 180 meters Scaled)
 CR0506
 CR0506                          SUPERSEDED SURVEY CONTROL
 CR0506
 CR0506  NGVD 29 (??/??/92)  143.048  (m)          469.32   (f) ADJ UNCH    2 0
 CR0506
 CR0506.Superseded values are not recommended for survey control.
 CR0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0506.See file dsdata.txt to determine how the superseded data were derived.
 CR0506
 CR0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR649830(NAD 83)
 CR0506_MARKER: DB = BENCH MARK DISK
 CR0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0506_STAMPING: T 964 1948
 CR0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0506+STABILITY: SURFACE MOTION
 CR0506
 CR0506  HISTORY     - Date     Condition        Report By
 CR0506  HISTORY     - 1948     MONUMENTED       CGS
 CR0506  HISTORY     - 19950911 GOOD             USPSQD
 CR0506  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0506
 CR0506                          STATION DESCRIPTION
 CR0506
 CR0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0506'6.9 MI E FROM EDOM.
 CR0506'6.9 MILES EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT EDOM,
 CR0506'0.85 MILE WEST OF BENCH MARK 22 G (U.S.G.S.), 82 YARDS (PACED) EAST OF
 CR0506'THE CREST OF A HILL, 56.0 FEET NORTH OF THE CENTER LINE OF THE
 CR0506'HIGHWAY, 43.0 FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 CR0506'SOUTH (A LANE LEADS NORTH FROM THE JUNCTION), 11.4 FEET NORTH OF A
 CR0506'FENCE CORNER, 1.8 FEET SOUTH OF A REFERENCE POST, 1.1 FEET WEST OF A
 CR0506'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CR0506'GROUND.
 CR0506
 CR0506                          STATION RECOVERY (1995)
 CR0506
 CR0506'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0506'RECOVERED IN GOOD CONDITION.
 CR0506
 CR0506                          STATION RECOVERY (2004)
 CR0506
 CR0506'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0952 ***********************************************************************
 CR0952  DESIGNATION -  T 965
 CR0952  PID         -  CR0952
 CR0952  STATE/COUNTY-  TX/VAN ZANDT
 CR0952  USGS QUAD   -  CANTON (1981)
 CR0952
 CR0952                         *CURRENT SURVEY CONTROL
 CR0952  ___________________________________________________________________
 CR0952* NAD 83(1986)-  32 32 13.     (N)    095 50 08.     (W)     SCALED    
 CR0952* NAVD 88     -       166.697  (meters)     546.91   (feet)  ADJUSTED  
 CR0952  ___________________________________________________________________
 CR0952  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CR0952  DYNAMIC HT  -         166.506 (meters)     546.28  (feet)  COMP
 CR0952  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CR0952
 CR0952  VERT ORDER  -  SECOND    CLASS 0
 CR0952
 CR0952.The horizontal coordinates were scaled from a topographic map and have
 CR0952.an estimated accuracy of +/- 6 seconds.
 CR0952
 CR0952.The orthometric height was determined by differential leveling
 CR0952.and adjusted by the National Geodetic Survey in June 1991..
 CR0952
 CR0952.The geoid height was determined by GEOID03.
 CR0952
 CR0952.The dynamic height is computed by dividing the NAVD 88
 CR0952.geopotential number by the normal gravity value computed on the
 CR0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0952.degrees latitude (g = 980.6199 gals.).
 CR0952
 CR0952.The modeled gravity was interpolated from observed gravity values.
 CR0952
 CR0952;                    North         East    Units  Estimated Accuracy
 CR0952;SPC TXNC     - 2,099,680.      850,250.      MT  (+/- 180 meters Scaled)
 CR0952
 CR0952                          SUPERSEDED SURVEY CONTROL
 CR0952
 CR0952  NGVD 29 (??/??/92)  166.710  (m)          546.95   (f) ADJ UNCH    2 0
 CR0952
 CR0952.Superseded values are not recommended for survey control.
 CR0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0952.See file dsdata.txt to determine how the superseded data were derived.
 CR0952
 CR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS336035(NAD 83)
 CR0952_MARKER: DB = BENCH MARK DISK
 CR0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0952_STAMPING: T 965 1948
 CR0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0952+STABILITY: SURFACE MOTION
 CR0952
 CR0952  HISTORY     - Date     Condition        Report By
 CR0952  HISTORY     - 1948     MONUMENTED       CGS
 CR0952  HISTORY     - 19950915 GOOD             USPSQD
 CR0952
 CR0952                          STATION DESCRIPTION
 CR0952
 CR0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0952'2.1 MI SE FROM CANTON.
 CR0952'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 CR0952'CANTON, 59.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20.5
 CR0952'FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING TO A FARMHOUSE
 CR0952'SITUATED IN A GROVE OF CEDAR TREES, 2.3 FEET NORTHEAST OF A FENCE, 1.8
 CR0952'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CR0952'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0952
 CR0952                          STATION RECOVERY (1995)
 CR0952
 CR0952'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0897 ***********************************************************************
 BL0897  DESIGNATION -  T 966
 BL0897  PID         -  BL0897
 BL0897  STATE/COUNTY-  TX/TRINITY
 BL0897  USGS QUAD   -  TRINITY EAST (1972)
 BL0897
 BL0897                         *CURRENT SURVEY CONTROL
 BL0897  ___________________________________________________________________
 BL0897* NAD 83(1986)-  30 57 21.     (N)    095 21 08.     (W)     SCALED    
 BL0897* NAVD 88     -        55.76   (+/-2cm)     182.9    (feet)  VERTCON   
 BL0897  ___________________________________________________________________
 BL0897  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL0897
 BL0897  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0897
 BL0897.The horizontal coordinates were scaled from a topographic map and have
 BL0897.an estimated accuracy of +/- 6 seconds.
 BL0897
 BL0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0897.The vertical order pertains to the NGVD 29 superseded value.
 BL0897
 BL0897.The geoid height was determined by GEOID03.
 BL0897
 BL0897;                    North         East    Units  Estimated Accuracy
 BL0897;SPC TX C     - 3,153,560.    1,175,720.      MT  (+/- 180 meters Scaled)
 BL0897
 BL0897                          SUPERSEDED SURVEY CONTROL
 BL0897
 BL0897  NGVD 29 (??/??/92)   55.763  (m)          182.95   (f) ADJ UNCH    2 0
 BL0897
 BL0897.Superseded values are not recommended for survey control.
 BL0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0897.See file dsdata.txt to determine how the superseded data were derived.
 BL0897
 BL0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ753270(NAD 83)
 BL0897_MARKER: DB = BENCH MARK DISK
 BL0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0897_STAMPING: T 966 1948
 BL0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0897+STABILITY: SURFACE MOTION
 BL0897
 BL0897  HISTORY     - Date     Condition        Report By
 BL0897  HISTORY     - 1948     MONUMENTED       CGS
 BL0897  HISTORY     - 19960601 POOR             USPSQD
 BL0897
 BL0897                          STATION DESCRIPTION
 BL0897
 BL0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0897'1.45 MI NE FROM TRINITY.
 BL0897'1.45 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE MISSOURI PACIFIC
 BL0897'RAILWAY STATION AT TRINITY, ON TOP OF A RIDGE BETWEEN TWO RAVINES, 75
 BL0897'YARDS (PACED) WEST OF A FARMHOUSE, 134.0 FEET EAST OF THE NORTHEAST
 BL0897'END OF THE SOUTHEAST HEADWALL OF AN 8-FOOT TWIN CHANNEL CONCRETE
 BL0897'CULVERT, 81.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.3
 BL0897'FEET SOUTHWEST OF A REFERENCE POST, 0.8 FOOT NORTHWEST OF A FENCE, SET
 BL0897'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BL0897
 BL0897                          STATION RECOVERY (1996)
 BL0897
 BL0897'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0897'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0783 ***********************************************************************
 CS0783  DESIGNATION -  T 967
 CS0783  PID         -  CS0783
 CS0783  STATE/COUNTY-  TX/ELLIS
 CS0783  USGS QUAD   -  BRISTOL (1962)
 CS0783
 CS0783                         *CURRENT SURVEY CONTROL
 CS0783  ___________________________________________________________________
 CS0783* NAD 83(1986)-  32 24 04.     (N)    096 33 00.     (W)     SCALED    
 CS0783* NAVD 88     -       114.462  (meters)     375.53   (feet)  ADJUSTED  
 CS0783  ___________________________________________________________________
 CS0783  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CS0783  DYNAMIC HT  -         114.331 (meters)     375.10  (feet)  COMP
 CS0783  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CS0783
 CS0783  VERT ORDER  -  SECOND    CLASS 0
 CS0783
 CS0783.The horizontal coordinates were scaled from a topographic map and have
 CS0783.an estimated accuracy of +/- 6 seconds.
 CS0783
 CS0783.The orthometric height was determined by differential leveling
 CS0783.and adjusted by the National Geodetic Survey in June 1991..
 CS0783
 CS0783.The geoid height was determined by GEOID03.
 CS0783
 CS0783.The dynamic height is computed by dividing the NAVD 88
 CS0783.geopotential number by the normal gravity value computed on the
 CS0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0783.degrees latitude (g = 980.6199 gals.).
 CS0783
 CS0783.The modeled gravity was interpolated from observed gravity values.
 CS0783
 CS0783;                    North         East    Units  Estimated Accuracy
 CS0783;SPC TXNC     - 2,083,150.      783,430.      MT  (+/- 180 meters Scaled)
 CS0783
 CS0783                          SUPERSEDED SURVEY CONTROL
 CS0783
 CS0783  NGVD 29 (??/??/92)  114.471  (m)          375.56   (f) ADJ UNCH    2 0
 CS0783
 CS0783.Superseded values are not recommended for survey control.
 CS0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0783.See file dsdata.txt to determine how the superseded data were derived.
 CS0783
 CS0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA304875(NAD 83)
 CS0783_MARKER: DB = BENCH MARK DISK
 CS0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0783_STAMPING: T 967 1946
 CS0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0783+STABILITY: SURFACE MOTION
 CS0783
 CS0783  HISTORY     - Date     Condition        Report By
 CS0783  HISTORY     - 1946     MONUMENTED       CGS
 CS0783  HISTORY     - 1962     GOOD             NGS
 CS0783  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0783
 CS0783                          STATION DESCRIPTION
 CS0783
 CS0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS0783'1 MI W FROM ALSDORF.
 CS0783'THIS BENCH MARK WAS REACHED FROM ENNIS, AT THE JUNCTION OF U.S.
 CS0783'HIGHWAY 75 BUSINESS ROUTE AND STATE HIGHWAY 34, BY GOING NORTHEAST ON
 CS0783'STATE HIGHWAY 34 FOR 6.5 MILES TO A GRAVELED SIDE ROAD ON THE LEFT, AT
 CS0783'SIGN ALSDORF 2, THENCE NORTH ALONG THE GRAVELED ROAD 1.6 MILES TO A
 CS0783'SIDE ROAD ON THE RIGHT AND A LOCKED GATE ON THE LEFT.  THENCE PASS
 CS0783'THROUGH THE GATE AND FOLLOW A TRACK ROAD ABOUT 1.0 MILE, WEST, ACROSS
 CS0783'PASTURE LAND TO BENCH MARK.  NOTE-- THIS BENCH MARK WILL BE INUNDATED
 CS0783'BY PERMANENT WATER IN THE SEDIMENT POOL WHEN A FLOODWATER RETARDING
 CS0783'STRUCTURE IS BUILT IN THE NEAR FUTURE.  NO SUITABLEPLACE WAS FOUND TO
 CS0783'RESET A BENCH MARK.  THIS BENCH MARK SHOULD BE CONSIDERED LOST WHEN
 CS0783'THE SITE IS BUILT.
 CS0783
 CS0783                          STATION RECOVERY (2002)
 CS0783
 CS0783'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1533 ***********************************************************************
 BY1533  DESIGNATION -  T 968
 BY1533  PID         -  BY1533
 BY1533  STATE/COUNTY-  TX/HOUSTON
 BY1533  USGS QUAD   -  KENNARD (1951)
 BY1533
 BY1533                         *CURRENT SURVEY CONTROL
 BY1533  ___________________________________________________________________
 BY1533* NAD 83(1986)-  31 15 49.     (N)    095 09 18.     (W)     SCALED    
 BY1533* NAVD 88     -       105.82   (+/-2cm)     347.2    (feet)  VERTCON   
 BY1533  ___________________________________________________________________
 BY1533  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY1533
 BY1533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1533
 BY1533.The horizontal coordinates were scaled from a topographic map and have
 BY1533.an estimated accuracy of +/- 6 seconds.
 BY1533
 BY1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1533.The vertical order pertains to the NGVD 29 superseded value.
 BY1533
 BY1533.The geoid height was determined by GEOID03.
 BY1533
 BY1533;                    North         East    Units  Estimated Accuracy
 BY1533;SPC TX C     - 3,188,510.    1,192,960.      MT  (+/- 180 meters Scaled)
 BY1533
 BY1533                          SUPERSEDED SURVEY CONTROL
 BY1533
 BY1533  NGVD 29 (??/??/92)  105.836  (m)          347.23   (f) ADJ UNCH    2 0
 BY1533
 BY1533.Superseded values are not recommended for survey control.
 BY1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1533.See file dsdata.txt to determine how the superseded data were derived.
 BY1533
 BY1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ948608(NAD 83)
 BY1533_MARKER: DB = BENCH MARK DISK
 BY1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1533_STAMPING: T 968 1948
 BY1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1533+STABILITY: SURFACE MOTION
 BY1533
 BY1533  HISTORY     - Date     Condition        Report By
 BY1533  HISTORY     - 1948     MONUMENTED       CGS
 BY1533
 BY1533                          STATION DESCRIPTION
 BY1533
 BY1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1533'6.9 MI SE FROM KENNARD.
 BY1533'6.9 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 25
 BY1533'FROM THE FARMERS GUARANTEE STATE BANK AT KENNARD, AT A T ROAD
 BY1533'JUNCTION, 115.8 FEET NORTHWEST OF THE SOUTHWEST CORNER OF PINE PRAIRIE
 BY1533'SCHOOL (NOW USED AS A FARMHOUSE), 46.0 FEET EAST OF THE CENTER LINE OF
 BY1533'THE HIGHWAY, 32.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD
 BY1533'LEADING WEST, 3.0 FEET WEST OF A POINT MIDWAY BETWEEN TWO 14-INCH OAK
 BY1533'TREES THAT ARE 31.9 FEET APART, 2.0 FEET WEST OF A FENCE, 1.4 FEET
 BY1533'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1533'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.8
 BY1533'MILE NORTH OF BENCH MARK S 968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0131 ***********************************************************************
 DN0131  DESIGNATION -  T 97
 DN0131  PID         -  DN0131
 DN0131  STATE/COUNTY-  TX/GRAYSON
 DN0131  USGS QUAD   -  PILOT GROVE (1974)
 DN0131
 DN0131                         *CURRENT SURVEY CONTROL
 DN0131  ___________________________________________________________________
 DN0131* NAD 83(1986)-  33 29 04.     (N)    096 23 29.     (W)     SCALED    
 DN0131* NAVD 88     -       234.613  (meters)     769.73   (feet)  ADJUSTED  
 DN0131  ___________________________________________________________________
 DN0131  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 DN0131  DYNAMIC HT  -         234.361 (meters)     768.90  (feet)  COMP
 DN0131  MODELED GRAV-     979,558.3   (mgal)                       NAVD 88
 DN0131
 DN0131  VERT ORDER  -  FIRST     CLASS II
 DN0131
 DN0131.The horizontal coordinates were scaled from a topographic map and have
 DN0131.an estimated accuracy of +/- 6 seconds.
 DN0131
 DN0131.The orthometric height was determined by differential leveling
 DN0131.and adjusted by the National Geodetic Survey in June 1991..
 DN0131
 DN0131.The geoid height was determined by GEOID03.
 DN0131
 DN0131.The dynamic height is computed by dividing the NAVD 88
 DN0131.geopotential number by the normal gravity value computed on the
 DN0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0131.degrees latitude (g = 980.6199 gals.).
 DN0131
 DN0131.The modeled gravity was interpolated from observed gravity values.
 DN0131
 DN0131;                    North         East    Units  Estimated Accuracy
 DN0131;SPC TXNC     - 2,203,540.      795,940.      MT  (+/- 180 meters Scaled)
 DN0131
 DN0131                          SUPERSEDED SURVEY CONTROL
 DN0131
 DN0131  NGVD 29 (??/??/92)  234.588  (m)          769.64   (f) ADJ UNCH    1 2
 DN0131
 DN0131.Superseded values are not recommended for survey control.
 DN0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0131.See file dsdata.txt to determine how the superseded data were derived.
 DN0131
 DN0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC423080(NAD 83)
 DN0131_MARKER: DB = BENCH MARK DISK
 DN0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0131_STAMPING: 769.644 T 97 1933
 DN0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0131+STABILITY: SURFACE MOTION
 DN0131
 DN0131  HISTORY     - Date     Condition        Report By
 DN0131  HISTORY     - 1933     MONUMENTED       CGS
 DN0131  HISTORY     - 1942     GOOD             NGS
 DN0131  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0131
 DN0131                          STATION DESCRIPTION
 DN0131
 DN0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 DN0131'2.0 MI S FROM WHITERWRIGHT.
 DN0131'2.0 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0131'WHITEWRIGHT, GRAYSON COUNTY, 1,500 FEET SOUTH OF MILEPOST 683, 50 FEET
 DN0131'SOUTH OF A ROAD CROSSING, 40 FEET EAST OF THE TRACK, AND IN LINE WITH
 DN0131'A ROW OF POLES.  A STANDARD DISK, STAMPED 769.644 T 97 1933 AND SET IN
 DN0131'THE TOP OF A CONCRETE POST.
 DN0131
 DN0131                          STATION RECOVERY (1986)
 DN0131
 DN0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1392 ***********************************************************************
 CS1392  DESIGNATION -  T 970
 CS1392  PID         -  CS1392
 CS1392  STATE/COUNTY-  TX/DALLAS
 CS1392  USGS QUAD   -  MESQUITE (1973)
 CS1392
 CS1392                         *CURRENT SURVEY CONTROL
 CS1392  ___________________________________________________________________
 CS1392* NAD 83(1986)-  32 50 32.     (N)    096 37 26.     (W)     SCALED    
 CS1392* NAVD 88     -       152.960  (meters)     501.84   (feet)  ADJUSTED  
 CS1392  ___________________________________________________________________
 CS1392  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CS1392  DYNAMIC HT  -         152.791 (meters)     501.28  (feet)  COMP
 CS1392  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 CS1392
 CS1392  VERT ORDER  -  SECOND    CLASS 0
 CS1392
 CS1392.The horizontal coordinates were scaled from a topographic map and have
 CS1392.an estimated accuracy of +/- 6 seconds.
 CS1392
 CS1392.The orthometric height was determined by differential leveling
 CS1392.and adjusted by the National Geodetic Survey in June 1991..
 CS1392
 CS1392.The geoid height was determined by GEOID03.
 CS1392
 CS1392.The dynamic height is computed by dividing the NAVD 88
 CS1392.geopotential number by the normal gravity value computed on the
 CS1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1392.degrees latitude (g = 980.6199 gals.).
 CS1392
 CS1392.The modeled gravity was interpolated from observed gravity values.
 CS1392
 CS1392;                    North         East    Units  Estimated Accuracy
 CS1392;SPC TXNC     - 2,131,930.      775,610.      MT  (+/- 180 meters Scaled)
 CS1392
 CS1392                          SUPERSEDED SURVEY CONTROL
 CS1392
 CS1392  NGVD 29 (??/??/92)  152.973  (m)          501.88   (f) ADJ UNCH    2 0
 CS1392
 CS1392.Superseded values are not recommended for survey control.
 CS1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1392.See file dsdata.txt to determine how the superseded data were derived.
 CS1392
 CS1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB223362(NAD 83)
 CS1392_MARKER: DB = BENCH MARK DISK
 CS1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1392_STAMPING: T 970 1946
 CS1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1392+STABILITY: SURFACE MOTION
 CS1392
 CS1392  HISTORY     - Date     Condition        Report By
 CS1392  HISTORY     - 1946     MONUMENTED       CGS
 CS1392  HISTORY     - 1958     GOOD             NGS
 CS1392  HISTORY     - 19910705 MARK NOT FOUND   USPSQD
 CS1392
 CS1392                          STATION DESCRIPTION
 CS1392
 CS1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1392'2.1 MI SW FROM ROSE HILL.
 CS1392'IT IS 2.1 MILES SOUTH WEST ALONG OATES DRIVE FROM THE INTERSECTION
 CS1392'WITH ROSE HILL DRIVE, ABOUT 75 FEET NORTHWEST FROM THE CENTERLINE OF
 CS1392'OATES DRIVE, 14 FEET NORTHWEST OF AN OLD FENCE CORNER AND 1 FOOT
 CS1392'NORTHEAST OF THE OLD FENCE, ON A SMALL BRUSHY AREA, 80 YARDS SOUTH,
 CS1392'SOUTHWEST OF A NEAT BRICK HOUSE, AND ALONG THE CREST OF A LOW RISE
 CS1392'ACROSS A SMALL DRAW FROM THE ROAD.  IT IS 0.8 MILE NORTHEAST FROM THE
 CS1392'JUNCTION OF BARNES BRIDGE ROAD AND OATES ROAD AND ABOUT 0.2 MILE
 CS1392'NORTHEAST OF A CULVERT OVER LONG BRANCH.  A STANDARD DISK STAMPED T
 CS1392'970 1946 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 CS1392
 CS1392                          STATION RECOVERY (1991)
 CS1392
 CS1392'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0136 ***********************************************************************
 CS0136  DESIGNATION -  T 971
 CS0136  PID         -  CS0136
 CS0136  STATE/COUNTY-  TX/HUNT
 CS0136  USGS QUAD   -  QUINLAN (1979)
 CS0136
 CS0136                         *CURRENT SURVEY CONTROL
 CS0136  ___________________________________________________________________
 CS0136* NAD 83(1986)-  32 53 00.     (N)    096 08 28.     (W)     SCALED    
 CS0136* NAVD 88     -       139.036  (meters)     456.15   (feet)  ADJUSTED  
 CS0136  ___________________________________________________________________
 CS0136  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0136  DYNAMIC HT  -         138.883 (meters)     455.65  (feet)  COMP
 CS0136  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 CS0136
 CS0136  VERT ORDER  -  SECOND    CLASS 0
 CS0136
 CS0136.The horizontal coordinates were scaled from a topographic map and have
 CS0136.an estimated accuracy of +/- 6 seconds.
 CS0136
 CS0136.The orthometric height was determined by differential leveling
 CS0136.and adjusted by the National Geodetic Survey in June 1991..
 CS0136
 CS0136.The geoid height was determined by GEOID03.
 CS0136
 CS0136.The dynamic height is computed by dividing the NAVD 88
 CS0136.geopotential number by the normal gravity value computed on the
 CS0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0136.degrees latitude (g = 980.6199 gals.).
 CS0136
 CS0136.The modeled gravity was interpolated from observed gravity values.
 CS0136
 CS0136;                    North         East    Units  Estimated Accuracy
 CS0136;SPC TXNC     - 2,137,390.      820,690.      MT  (+/- 180 meters Scaled)
 CS0136
 CS0136                          SUPERSEDED SURVEY CONTROL
 CS0136
 CS0136  NGVD 29 (??/??/92)  139.037  (m)          456.16   (f) ADJ UNCH    2 0
 CS0136
 CS0136.Superseded values are not recommended for survey control.
 CS0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0136.See file dsdata.txt to determine how the superseded data were derived.
 CS0136
 CS0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB674419(NAD 83)
 CS0136_MARKER: DB = BENCH MARK DISK
 CS0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0136_SP_SET: CULVERT
 CS0136_STAMPING: T 971 1946
 CS0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0136
 CS0136  HISTORY     - Date     Condition        Report By
 CS0136  HISTORY     - 1946     MONUMENTED       CGS
 CS0136  HISTORY     - 1976     MARK NOT FOUND   USGS
 CS0136  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0136
 CS0136                          STATION DESCRIPTION
 CS0136
 CS0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0136'2.2 MI S FROM QUINLAN.
 CS0136'TO REACH THE MARK FROM QUINLAN GO 2.2 MILES SOUTH ALONG THE TEXAS-NEW
 CS0136'ORLEANS RAILROAD TO MILE POST 54, 2 1/2 POLES SOUTH OF MILE POST 54,
 CS0136'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A CONCRETE CULVERT, AND
 CS0136'UNDER A WOODEN TRESTEL, 21.6 FEET EAST OF THE CENTERLINE OF THE TRACK,
 CS0136'AND ABOUT 10 FEET LOWER.
 CS0136
 CS0136                          STATION RECOVERY (1976)
 CS0136
 CS0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CS0136'MARK NOT FOUND.
 CS0136
 CS0136                          STATION RECOVERY (1994)
 CS0136
 CS0136'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1708 ***********************************************************************
 BL1708  DESIGNATION -  T 972 RESET 1955
 BL1708  PID         -  BL1708
 BL1708  STATE/COUNTY-  TX/MADISON
 BL1708  USGS QUAD   -  MADISONVILLE (1963)
 BL1708
 BL1708                         *CURRENT SURVEY CONTROL
 BL1708  ___________________________________________________________________
 BL1708* NAD 83(1986)-  30 58 12.     (N)    095 58 11.     (W)     SCALED    
 BL1708* NAVD 88     -        87.53   (+/-2cm)     287.2    (feet)  VERTCON   
 BL1708  ___________________________________________________________________
 BL1708  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BL1708
 BL1708  VERT ORDER  -  THIRD (See Below)
 BL1708
 BL1708.The horizontal coordinates were scaled from a topographic map and have
 BL1708.an estimated accuracy of +/- 6 seconds.
 BL1708
 BL1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1708.The vertical order pertains to the NGVD 29 superseded value.
 BL1708
 BL1708.The geoid height was determined by GEOID03.
 BL1708
 BL1708;                    North         East    Units  Estimated Accuracy
 BL1708;SPC TX C     - 3,152,660.    1,116,720.      MT  (+/- 180 meters Scaled)
 BL1708
 BL1708                          SUPERSEDED SURVEY CONTROL
 BL1708
 BL1708  NGVD 29 (??/??/??)   87.52   (m)          287.1    (f) RESET       3  
 BL1708
 BL1708.Superseded values are not recommended for survey control.
 BL1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1708.See file dsdata.txt to determine how the superseded data were derived.
 BL1708
 BL1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ163300(NAD 83)
 BL1708_MARKER: DB = BENCH MARK DISK
 BL1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1708_STAMPING: T 972 RESET 1955
 BL1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1708+STABILITY: SURFACE MOTION
 BL1708
 BL1708  HISTORY     - Date     Condition        Report By
 BL1708  HISTORY     - 1955     MONUMENTED       CGS
 BL1708  HISTORY     - 19960601 GOOD             USPSQD
 BL1708
 BL1708                          STATION DESCRIPTION
 BL1708
 BL1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BL1708'3.6 MI NW FROM MADISONVILLE.
 BL1708'TO REACH FROM THE COURT HOUSE SQUARE IN MADISONVILLE.  GO WEST ON
 BL1708'HIGHWAY NOS.190 AND 21, 0.3 MILE.  THEN TURN RIGHT AND GO NORTH AND
 BL1708'WEST ON HIGHWAY NO.978, 3.6 MILES TO THE MARK ON THE RIGHT.  A
 BL1708'STANDARD DISK STAMPED T 972 RESET 1955, SET IN A CONCRETE MONUMENT
 BL1708'PROJECTING ABOUT 2 INCHES, 15 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 BL1708'FENCE, 3 FEET WEST OF A BRACED POWER POLE AND ABOUT 20 YARDS EAST OF A
 BL1708'GATE LEADING INTO THE PASTURE.
 BL1708
 BL1708                          STATION RECOVERY (1996)
 BL1708
 BL1708'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1395 ***********************************************************************
 BL1395  DESIGNATION -  T 973
 BL1395  PID         -  BL1395
 BL1395  STATE/COUNTY-  TX/MONTGOMERY
 BL1395  USGS QUAD   -  FOSTORIA (1997)
 BL1395
 BL1395                         *CURRENT SURVEY CONTROL
 BL1395  ___________________________________________________________________
 BL1395* NAD 83(1986)-  30 19 45.     (N)    095 11 36.     (W)     SCALED    
 BL1395* NAVD 88     -        50.13   (+/-2cm)     164.5    (feet)  VERTCON   
 BL1395  ___________________________________________________________________
 BL1395  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1395
 BL1395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1395
 BL1395.The horizontal coordinates were scaled from a topographic map and have
 BL1395.an estimated accuracy of +/- 6 seconds.
 BL1395
 BL1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1395.The vertical order pertains to the NGVD 29 superseded value.
 BL1395
 BL1395.The geoid height was determined by GEOID03.
 BL1395
 BL1395;                    North         East    Units  Estimated Accuracy
 BL1395;SPC TX C     - 3,084,860.    1,194,090.      MT  (+/- 180 meters Scaled)
 BL1395
 BL1395                          SUPERSEDED SURVEY CONTROL
 BL1395
 BL1395  NGVD 29 (??/??/92)   50.140  (m)          164.50   (f) ADJ UNCH    2 0
 BL1395
 BL1395.Superseded values are not recommended for survey control.
 BL1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1395.See file dsdata.txt to determine how the superseded data were derived.
 BL1395
 BL1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP891572(NAD 83)
 BL1395_MARKER: DB = BENCH MARK DISK
 BL1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1395_STAMPING: T 973 1947
 BL1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1395+STABILITY: SURFACE MOTION
 BL1395
 BL1395  HISTORY     - Date     Condition        Report By
 BL1395  HISTORY     - 1947     MONUMENTED       CGS
 BL1395
 BL1395                          STATION DESCRIPTION
 BL1395
 BL1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1395'2.8 MI NW FROM FOSTORIA.
 BL1395'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1395'FOSTORIA, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, 19.9 FEET EAST OF A
 BL1395'12-INCH GUM TREE, 21.0 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF
 BL1395'THE ROAD, 19.5 FEET NORTH OF A 16-INCH PINE TREE WITH A TRIANGULAR
 BL1395'BLAZE, 1.9 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 BL1395'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1113 ***********************************************************************
 BL1113  DESIGNATION -  T 974
 BL1113  PID         -  BL1113
 BL1113  STATE/COUNTY-  TX/SAN JACINTO
 BL1113  USGS QUAD   -  COLDSPRING (1997)
 BL1113
 BL1113                         *CURRENT SURVEY CONTROL
 BL1113  ___________________________________________________________________
 BL1113* NAD 83(1986)-  30 35 00.     (N)    095 07 34.     (W)     SCALED    
 BL1113* NAVD 88     -       103.17   (+/-2cm)     338.5    (feet)  VERTCON   
 BL1113  ___________________________________________________________________
 BL1113  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1113
 BL1113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1113
 BL1113.The horizontal coordinates were scaled from a topographic map and have
 BL1113.an estimated accuracy of +/- 6 seconds.
 BL1113
 BL1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1113.The vertical order pertains to the NGVD 29 superseded value.
 BL1113
 BL1113.The geoid height was determined by GEOID03.
 BL1113
 BL1113;                    North         East    Units  Estimated Accuracy
 BL1113;SPC TX C     - 3,113,300.    1,199,230.      MT  (+/- 180 meters Scaled)
 BL1113
 BL1113                          SUPERSEDED SURVEY CONTROL
 BL1113
 BL1113  NGVD 29 (??/??/92)  103.179  (m)          338.51   (f) ADJ UNCH    2 0
 BL1113
 BL1113.Superseded values are not recommended for survey control.
 BL1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1113.See file dsdata.txt to determine how the superseded data were derived.
 BL1113
 BL1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP961853(NAD 83)
 BL1113_MARKER: DB = BENCH MARK DISK
 BL1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1113_SP_SET: CULVERT
 BL1113_STAMPING: T 974 1947
 BL1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1113
 BL1113  HISTORY     - Date     Condition        Report By
 BL1113  HISTORY     - 1947     MONUMENTED       CGS
 BL1113
 BL1113                          STATION DESCRIPTION
 BL1113
 BL1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1113'0.7 MI SE FROM COLDSPRING.
 BL1113'0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1113'COLDSPRING, 18.0 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF
 BL1113'THE HIGHWAY, SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST END OF
 BL1113'THE SOUTHWEST HEADWALL OF A 4 X 4 FT. CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1035 ***********************************************************************
 BL1035  DESIGNATION -  T 975
 BL1035  PID         -  BL1035
 BL1035  STATE/COUNTY-  TX/WALKER
 BL1035  USGS QUAD   -  NEW WAVERLY (1976)
 BL1035
 BL1035                         *CURRENT SURVEY CONTROL
 BL1035  ___________________________________________________________________
 BL1035* NAD 83(1986)-  30 31 24.     (N)    095 23 07.     (W)     SCALED    
 BL1035* NAVD 88     -       129.94   (+/-2cm)     426.3    (feet)  VERTCON   
 BL1035  ___________________________________________________________________
 BL1035  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL1035
 BL1035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1035
 BL1035.The horizontal coordinates were scaled from a topographic map and have
 BL1035.an estimated accuracy of +/- 6 seconds.
 BL1035
 BL1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1035.The vertical order pertains to the NGVD 29 superseded value.
 BL1035
 BL1035.The geoid height was determined by GEOID03.
 BL1035
 BL1035;                    North         East    Units  Estimated Accuracy
 BL1035;SPC TX C     - 3,105,530.    1,174,700.      MT  (+/- 180 meters Scaled)
 BL1035
 BL1035                          SUPERSEDED SURVEY CONTROL
 BL1035
 BL1035  NGVD 29 (??/??/92)  129.940  (m)          426.31   (f) ADJ UNCH    2 0
 BL1035
 BL1035.Superseded values are not recommended for survey control.
 BL1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1035.See file dsdata.txt to determine how the superseded data were derived.
 BL1035
 BL1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP711791(NAD 83)
 BL1035_MARKER: DB = BENCH MARK DISK
 BL1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1035_STAMPING: T 975 1947
 BL1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1035+STABILITY: SURFACE MOTION
 BL1035
 BL1035  HISTORY     - Date     Condition        Report By
 BL1035  HISTORY     - 1947     MONUMENTED       CGS
 BL1035
 BL1035                          STATION DESCRIPTION
 BL1035
 BL1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1035'6.1 MI E FROM NEW WAVERLY.
 BL1035'6.1 MILES EAST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT
 BL1035'NEW WAVERLY, 67.0 FEET NORTHWEST OF THE NORTH END OF A CORRUGATED IRON
 BL1035'CULVERT, 53.0 FEET SOUTHWEST OF A TELEPHONE POLE, 45.0 FEET SOUTHWEST
 BL1035'OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST ROAD, 44.0 FEET NORTH
 BL1035'OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 1.8 FEET
 BL1035'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1035'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0969 ***********************************************************************
 BL0969  DESIGNATION -  T 976
 BL0969  PID         -  BL0969
 BL0969  STATE/COUNTY-  TX/SAN JACINTO
 BL0969  USGS QUAD   -  STALEY (1972)
 BL0969
 BL0969                         *CURRENT SURVEY CONTROL
 BL0969  ___________________________________________________________________
 BL0969* NAD 83(1986)-  30 48 24.     (N)    095 17 55.     (W)     SCALED    
 BL0969* NAVD 88     -        77.08   (+/-2cm)     252.9    (feet)  VERTCON   
 BL0969  ___________________________________________________________________
 BL0969  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL0969
 BL0969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0969
 BL0969.The horizontal coordinates were scaled from a topographic map and have
 BL0969.an estimated accuracy of +/- 6 seconds.
 BL0969
 BL0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0969.The vertical order pertains to the NGVD 29 superseded value.
 BL0969
 BL0969.The geoid height was determined by GEOID03.
 BL0969
 BL0969;                    North         East    Units  Estimated Accuracy
 BL0969;SPC TX C     - 3,137,280.    1,181,590.      MT  (+/- 180 meters Scaled)
 BL0969
 BL0969                          SUPERSEDED SURVEY CONTROL
 BL0969
 BL0969  NGVD 29 (??/??/92)   77.092  (m)          252.93   (f) ADJ UNCH    2 0
 BL0969
 BL0969.Superseded values are not recommended for survey control.
 BL0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0969.See file dsdata.txt to determine how the superseded data were derived.
 BL0969
 BL0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ800104(NAD 83)
 BL0969_MARKER: DB = BENCH MARK DISK
 BL0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0969_STAMPING: T 976 1947
 BL0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0969+STABILITY: SURFACE MOTION
 BL0969
 BL0969  HISTORY     - Date     Condition        Report By
 BL0969  HISTORY     - 1947     MONUMENTED       CGS
 BL0969
 BL0969                          STATION DESCRIPTION
 BL0969
 BL0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0969'6.2 MI NW FROM OAKHURST.
 BL0969'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0969'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO THE
 BL0969'JUNCTION WITH U. S. HIGHWAY NO. 190, THENCE 4.8 MILES NORTH ALONG A
 BL0969'GRADED DIRT ROAD, 100 YARDS SOUTHEAST OF A FARM HOUSE, 59 YARDS SOUTH
 BL0969'OF A FENCE CORNER, 58.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 37.0
 BL0969'FEET SOUTHWEST OF A 2-FOOT OAK TREE, 4.0 FEET EAST OF A FENCE, 2.0
 BL0969'FEET NORTH OF A REFERENCE POST, ABOUT 2.0 FEET ABOVE ROAD LEVEL, SET
 BL0969'IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1454 ***********************************************************************
 BY1454  DESIGNATION -  T 978
 BY1454  PID         -  BY1454
 BY1454  STATE/COUNTY-  TX/WALKER
 BY1454  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1454
 BY1454                         *CURRENT SURVEY CONTROL
 BY1454  ___________________________________________________________________
 BY1454* NAD 83(1986)-  31 00 20.     (N)    095 28 30.     (W)     SCALED    
 BY1454* NAVD 88     -        76.24   (+/-2cm)     250.1    (feet)  VERTCON   
 BY1454  ___________________________________________________________________
 BY1454  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1454
 BY1454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1454
 BY1454.The horizontal coordinates were scaled from a topographic map and have
 BY1454.an estimated accuracy of +/- 6 seconds.
 BY1454
 BY1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1454.The vertical order pertains to the NGVD 29 superseded value.
 BY1454
 BY1454.The geoid height was determined by GEOID03.
 BY1454
 BY1454;                    North         East    Units  Estimated Accuracy
 BY1454;SPC TX C     - 3,158,550.    1,163,760.      MT  (+/- 180 meters Scaled)
 BY1454
 BY1454                          SUPERSEDED SURVEY CONTROL
 BY1454
 BY1454  NGVD 29 (??/??/92)   76.244  (m)          250.14   (f) ADJ UNCH    2 0
 BY1454
 BY1454.Superseded values are not recommended for survey control.
 BY1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1454.See file dsdata.txt to determine how the superseded data were derived.
 BY1454
 BY1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ637328(NAD 83)
 BY1454_MARKER: DB = BENCH MARK DISK
 BY1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1454_STAMPING: T 978 1947
 BY1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1454+STABILITY: SURFACE MOTION
 BY1454
 BY1454  HISTORY     - Date     Condition        Report By
 BY1454  HISTORY     - 1947     MONUMENTED       CGS
 BY1454
 BY1454                          STATION DESCRIPTION
 BY1454
 BY1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1454'9.0 MI NW FROM TRINITY.
 BY1454'6.1 MILES WEST ALONG A GRAVEL AND DIRT ROAD AND 2.9 MILES NORTH ALONG
 BY1454'A DIRT ROAD FROM THE POST OFFICE AT TRINITY, AT THE JUNCTION OF A DIRT
 BY1454'ROAD LEADING WEST, 142.0 FEET WEST OF THE INTERSECTION OF THE
 BY1454'CENTER-LINES OF THE TWO ROADS, 82.0 FEET NORTH OF THE CENTER OF AN OLD
 BY1454'ABANDONED RAILROAD CUT, 34.0 FEET NORTH OF THE CENTER OF A DIRT ROAD
 BY1454'LEADING WEST, 2.3 FEET WEST OF A REFERENCE POST, SET IN A CONCRETE
 BY1454'POST MIDWAY BETWEEN AND IN LINE WITH TWO 2 1/2-FOOT OAK TREES WHICH
 BY1454'ARE 13.0 FEET APART, ABOUT THE SAME ELEVATION AS THE ROAD AND
 BY1454'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1757 ***********************************************************************
 BL1757  DESIGNATION -  T 979
 BL1757  PID         -  BL1757
 BL1757  STATE/COUNTY-  TX/MADISON
 BL1757  USGS QUAD   -  BAKER LAKE (1972)
 BL1757
 BL1757                         *CURRENT SURVEY CONTROL
 BL1757  ___________________________________________________________________
 BL1757* NAD 83(1986)-  30 58 41.     (N)    095 43 25.     (W)     SCALED    
 BL1757* NAVD 88     -        79.03   (+/-2cm)     259.3    (feet)  VERTCON   
 BL1757  ___________________________________________________________________
 BL1757  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BL1757
 BL1757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1757
 BL1757.The horizontal coordinates were scaled from a topographic map and have
 BL1757.an estimated accuracy of +/- 6 seconds.
 BL1757
 BL1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1757.The vertical order pertains to the NGVD 29 superseded value.
 BL1757
 BL1757.The geoid height was determined by GEOID03.
 BL1757
 BL1757;                    North         East    Units  Estimated Accuracy
 BL1757;SPC TX C     - 3,154,500.    1,140,170.      MT  (+/- 180 meters Scaled)
 BL1757
 BL1757                          SUPERSEDED SURVEY CONTROL
 BL1757
 BL1757  NGVD 29 (??/??/92)   79.034  (m)          259.30   (f) ADJ UNCH    2 0
 BL1757
 BL1757.Superseded values are not recommended for survey control.
 BL1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1757.See file dsdata.txt to determine how the superseded data were derived.
 BL1757
 BL1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ398303(NAD 83)
 BL1757_MARKER: DB = BENCH MARK DISK
 BL1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1757_STAMPING: T 979 1947
 BL1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1757+STABILITY: SURFACE MOTION
 BL1757
 BL1757  HISTORY     - Date     Condition        Report By
 BL1757  HISTORY     - 1947     MONUMENTED       CGS
 BL1757  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1757
 BL1757                          STATION DESCRIPTION
 BL1757
 BL1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1757'4.0 MI SE FROM MIDWAY.
 BL1757'4.0 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1757'AT MIDWAY, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A SMALL DIRT ROAD
 BL1757'LEADING WEST, 0.1 MILE NORTHWEST OF THE TOP OF A HILL, 41.0 FEET SOUTH
 BL1757'OF AN 18-INCH OAK TREE (THE LARGEST TREE OF A GROUP OF THREE OAK TREES
 BL1757'ON THE ROAD RIGHT OF WAY), 40.0 FEET SOUTHWEST OF THE CENTER OF THE
 BL1757'ROAD, 9.5 FEET SOUTHEAST OF A T FENCE CORNER POST, 2.0 FEET NORTHWEST
 BL1757'OF A REFERENCE POST, 1.2 FOOT NORTHEAST OF THE SOUTHWEST RIGHT OF WAY
 BL1757'FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BL1757'PROJECTING 0.2 FOOT.
 BL1757
 BL1757                          STATION RECOVERY (1996)
 BL1757
 BL1757'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1371 ***********************************************************************
 BL1371  DESIGNATION -  T 980
 BL1371  PID         -  BL1371
 BL1371  STATE/COUNTY-  TX/SAN JACINTO
 BL1371  USGS QUAD   -  WESTCOTT (1976)
 BL1371
 BL1371                         *CURRENT SURVEY CONTROL
 BL1371  ___________________________________________________________________
 BL1371* NAD 83(1986)-  30 25 30.     (N)    095 07 30.     (W)     SCALED    
 BL1371* NAVD 88     -        47.45   (+/-2cm)     155.7    (feet)  VERTCON   
 BL1371  ___________________________________________________________________
 BL1371  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL1371
 BL1371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1371
 BL1371.The horizontal coordinates were scaled from a topographic map and have
 BL1371.an estimated accuracy of +/- 6 seconds.
 BL1371
 BL1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1371.The vertical order pertains to the NGVD 29 superseded value.
 BL1371
 BL1371.The geoid height was determined by GEOID03.
 BL1371
 BL1371;                    North         East    Units  Estimated Accuracy
 BL1371;SPC TX C     - 3,095,780.    1,200,160.      MT  (+/- 180 meters Scaled)
 BL1371
 BL1371                          SUPERSEDED SURVEY CONTROL
 BL1371
 BL1371  NGVD 29 (??/??/92)   47.461  (m)          155.71   (f) ADJ UNCH    2 0
 BL1371
 BL1371.Superseded values are not recommended for survey control.
 BL1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1371.See file dsdata.txt to determine how the superseded data were derived.
 BL1371
 BL1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP959677(NAD 83)
 BL1371_MARKER: DB = BENCH MARK DISK
 BL1371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1371_SP_SET: BRIDGE ABUTMENT
 BL1371_STAMPING: T 980 1947
 BL1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1371
 BL1371  HISTORY     - Date     Condition        Report By
 BL1371  HISTORY     - 1947     MONUMENTED       CGS
 BL1371
 BL1371                          STATION DESCRIPTION
 BL1371
 BL1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1371'9.2 MI NW FROM CLEVELAND.
 BL1371'3.0 MILES NORTH ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BL1371'RAILROAD STATION AT CLEVELAND, THENCE 2.3 MILES NORTHWEST ALONG A DIRT
 BL1371'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 2.2 MILES
 BL1371'NORTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 216, THENCE 0.5 MILE
 BL1371'WEST ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215, 8.0 FEET SOUTH OF
 BL1371'AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, SET IN A DRILL HOLE IN
 BL1371'THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A BRIDGE
 BL1371'(THE MOST WESTERLY ONE OF TWO STEEL BRIDGES) OVE THE SAN JACINTO
 BL1371'RIVER.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1022 ***********************************************************************
 BL1022  DESIGNATION -  T 981
 BL1022  PID         -  BL1022
 BL1022  STATE/COUNTY-  TX/SAN JACINTO
 BL1022  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1022
 BL1022                         *CURRENT SURVEY CONTROL
 BL1022  ___________________________________________________________________
 BL1022* NAD 83(1986)-  30 40 59.     (N)    095 11 22.     (W)     SCALED    
 BL1022* NAVD 88     -        85.09   (+/-2cm)     279.2    (feet)  VERTCON   
 BL1022  ___________________________________________________________________
 BL1022  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL1022
 BL1022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1022
 BL1022.The horizontal coordinates were scaled from a topographic map and have
 BL1022.an estimated accuracy of +/- 6 seconds.
 BL1022
 BL1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1022.The vertical order pertains to the NGVD 29 superseded value.
 BL1022
 BL1022.The geoid height was determined by GEOID03.
 BL1022
 BL1022;                    North         East    Units  Estimated Accuracy
 BL1022;SPC TX C     - 3,124,060.    1,192,650.      MT  (+/- 180 meters Scaled)
 BL1022
 BL1022                          SUPERSEDED SURVEY CONTROL
 BL1022
 BL1022  NGVD 29 (??/??/92)   85.101  (m)          279.20   (f) ADJ UNCH    2 0
 BL1022
 BL1022.Superseded values are not recommended for survey control.
 BL1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1022.See file dsdata.txt to determine how the superseded data were derived.
 BL1022
 BL1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP902965(NAD 83)
 BL1022_MARKER: DB = BENCH MARK DISK
 BL1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1022_STAMPING: T 981 1947
 BL1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1022+STABILITY: SURFACE MOTION
 BL1022
 BL1022  HISTORY     - Date     Condition        Report By
 BL1022  HISTORY     - 1947     MONUMENTED       CGS
 BL1022
 BL1022                          STATION DESCRIPTION
 BL1022
 BL1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1022'5.3 MI SE FROM POINT BLANK.
 BL1022'5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE AT
 BL1022'POINT BLANK, 47.3 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1022'HIGHWAY, 35.7 FEET NORTH OF A CONCRETE RIGHT OF WAY MARKER POST, 14.7
 BL1022'FEET NORTHWEST OF A 15 INCH OAK TREE, 6.3 FEET NORTHWEST OF A FENCE
 BL1022'CORNER, 2.5 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS POST,
 BL1022'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 BL1022'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1351 ***********************************************************************
 BL1351  DESIGNATION -  T 982
 BL1351  PID         -  BL1351
 BL1351  STATE/COUNTY-  TX/MONTGOMERY
 BL1351  USGS QUAD   -  CONROE NE (1976)
 BL1351
 BL1351                         *CURRENT SURVEY CONTROL
 BL1351  ___________________________________________________________________
 BL1351* NAD 83(1986)-  30 25 58.     (N)    095 19 57.     (W)     SCALED    
 BL1351* NAVD 88     -        91.02   (+/-2cm)     298.6    (feet)  VERTCON   
 BL1351  ___________________________________________________________________
 BL1351  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1351
 BL1351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1351
 BL1351.The horizontal coordinates were scaled from a topographic map and have
 BL1351.an estimated accuracy of +/- 6 seconds.
 BL1351
 BL1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1351.The vertical order pertains to the NGVD 29 superseded value.
 BL1351
 BL1351.The geoid height was determined by GEOID03.
 BL1351
 BL1351;                    North         East    Units  Estimated Accuracy
 BL1351;SPC TX C     - 3,095,720.    1,180,210.      MT  (+/- 180 meters Scaled)
 BL1351
 BL1351                          SUPERSEDED SURVEY CONTROL
 BL1351
 BL1351  NGVD 29 (??/??/92)   91.020  (m)          298.62   (f) ADJ UNCH    2 0
 BL1351
 BL1351.Superseded values are not recommended for survey control.
 BL1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1351.See file dsdata.txt to determine how the superseded data were derived.
 BL1351
 BL1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP759690(NAD 83)
 BL1351_MARKER: DB = BENCH MARK DISK
 BL1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1351_STAMPING: T 982 1947
 BL1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1351+STABILITY: SURFACE MOTION
 BL1351
 BL1351  HISTORY     - Date     Condition        Report By
 BL1351  HISTORY     - 1947     MONUMENTED       CGS
 BL1351  HISTORY     - 1959     MARK NOT FOUND   USGS
 BL1351
 BL1351                          STATION DESCRIPTION
 BL1351
 BL1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1351'9.1 MI E FROM WILLIS.
 BL1351'0.3 MILE SOUTH AND 8.8 MILES EAST ALONG THE WILLIS-EVERGREEN ROAD FROM
 BL1351'THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT WILLIS, 0.6 MILE
 BL1351'WEST OF B.M. U 982 WHICH IS AT THE JUNCTION OF LINE NO. 9 AND LINE NO.
 BL1351'10, 0.5 MILE WEST OF A WOODEN BRIDGE OVER PEACH CREEK, 0.1 MILE WEST
 BL1351'OF A SMALL FRAME HOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD, AT THE
 BL1351'TOP OF A HILL, 41.5 FEET WEST OF A TRIANGULAR BLAZE ON A 3-FOOT OAK
 BL1351'TREE, 29.0 FEET NORTH OF THE CENTER OF THE ROAD, 10.0 FEET SOUTH OF A
 BL1351'TRIANGULAR BLAZE ON A 2-FOOT OAK TREE, 2.0 FEET WEST OF A REFERENCE
 BL1351'POST, SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE ROAD AND
 BL1351'PROJECTING 0.1 FOOT.
 BL1351
 BL1351                          STATION RECOVERY (1959)
 BL1351
 BL1351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BL1351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1673 ***********************************************************************
 BL1673  DESIGNATION -  T 983
 BL1673  PID         -  BL1673
 BL1673  STATE/COUNTY-  TX/WALKER
 BL1673  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1673
 BL1673                         *CURRENT SURVEY CONTROL
 BL1673  ___________________________________________________________________
 BL1673* NAD 83(1986)-  30 47 50.     (N)    095 41 27.     (W)     SCALED    
 BL1673* NAVD 88     -        91.11   (+/-2cm)     298.9    (feet)  VERTCON   
 BL1673  ___________________________________________________________________
 BL1673  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BL1673
 BL1673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1673
 BL1673.The horizontal coordinates were scaled from a topographic map and have
 BL1673.an estimated accuracy of +/- 6 seconds.
 BL1673
 BL1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1673.The vertical order pertains to the NGVD 29 superseded value.
 BL1673
 BL1673.The geoid height was determined by GEOID03.
 BL1673
 BL1673;                    North         East    Units  Estimated Accuracy
 BL1673;SPC TX C     - 3,134,600.    1,144,140.      MT  (+/- 180 meters Scaled)
 BL1673
 BL1673                          SUPERSEDED SURVEY CONTROL
 BL1673
 BL1673  NGVD 29 (??/??/92)   91.110  (m)          298.92   (f) ADJ UNCH    2 0
 BL1673
 BL1673.Superseded values are not recommended for survey control.
 BL1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1673.See file dsdata.txt to determine how the superseded data were derived.
 BL1673
 BL1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ425102(NAD 83)
 BL1673_MARKER: DB = BENCH MARK DISK
 BL1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1673_STAMPING: T 983 1947
 BL1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1673+STABILITY: SURFACE MOTION
 BL1673
 BL1673  HISTORY     - Date     Condition        Report By
 BL1673  HISTORY     - 1947     MONUMENTED       CGS
 BL1673  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL1673  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1673
 BL1673                          STATION DESCRIPTION
 BL1673
 BL1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1673'10.5 MI NW FROM HUNTSVILLE.
 BL1673'10.5 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE COURT HOUSE AT
 BL1673'HUNTSVILLE, AT THE JUNCTION OF AN OLD ABANDONED GRADED DIRT ROAD
 BL1673'LEADING EAST, DIRECTLY ACROSS THE HIGHWAY FROM THE CENTER OF THE FRONT
 BL1673'OF A FARM HOUSE, 42.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY,
 BL1673'39.0 FEET SOUTHEAST OF THE CENTER OF THE OLD ABANDONED GRADED DIRT
 BL1673'ROAD, 29.5 FEET SOUTHEAST OF A TELEPHONE POLE, 2.0 FEET SOUTHEAST OF A
 BL1673'REFERENCE POST, 2.0 FEET NORTHEAST OF THE NORTHEAST RIGHT OF WAY
 BL1673'FENCE, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY AND
 BL1673'PROJECTING 0.1 FOOT.  NOTE-- THERE IS AN EXCAVATION AT THE APPROXIMATE
 BL1673'SITE OF MARK.
 BL1673
 BL1673                          STATION RECOVERY (1961)
 BL1673
 BL1673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL1673'MARK NOT FOUND.
 BL1673
 BL1673                          STATION RECOVERY (1996)
 BL1673
 BL1673'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0864 ***********************************************************************
 BL0864  DESIGNATION -  T 984
 BL0864  PID         -  BL0864
 BL0864  STATE/COUNTY-  TX/WALKER
 BL0864  USGS QUAD   -  RIVERSIDE (1997)
 BL0864
 BL0864                         *CURRENT SURVEY CONTROL
 BL0864  ___________________________________________________________________
 BL0864* NAD 83(1986)-  30 51 44.     (N)    095 29 03.     (W)     SCALED    
 BL0864* NAVD 88     -        67.34   (+/-2cm)     220.9    (feet)  VERTCON   
 BL0864  ___________________________________________________________________
 BL0864  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BL0864
 BL0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0864
 BL0864.The horizontal coordinates were scaled from a topographic map and have
 BL0864.an estimated accuracy of +/- 6 seconds.
 BL0864
 BL0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0864.The vertical order pertains to the NGVD 29 superseded value.
 BL0864
 BL0864.The geoid height was determined by GEOID03.
 BL0864
 BL0864;                    North         East    Units  Estimated Accuracy
 BL0864;SPC TX C     - 3,142,640.    1,163,580.      MT  (+/- 180 meters Scaled)
 BL0864
 BL0864                          SUPERSEDED SURVEY CONTROL
 BL0864
 BL0864  NGVD 29 (??/??/92)   67.344  (m)          220.94   (f) ADJ UNCH    2 0
 BL0864
 BL0864.Superseded values are not recommended for survey control.
 BL0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0864.See file dsdata.txt to determine how the superseded data were derived.
 BL0864
 BL0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ624169(NAD 83)
 BL0864_MARKER: DB = BENCH MARK DISK
 BL0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0864_STAMPING: T 984 1947
 BL0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0864+STABILITY: SURFACE MOTION
 BL0864
 BL0864  HISTORY     - Date     Condition        Report By
 BL0864  HISTORY     - 1947     MONUMENTED       CGS
 BL0864  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL0864  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0864
 BL0864                          STATION DESCRIPTION
 BL0864
 BL0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0864'5.7 MI W FROM RIVERSIDE.
 BL0864'5.7 MILES WEST ALONG A GRAVEL ROAD FROM THE RIVERSIDE HIGH SCHOOL AT
 BL0864'RIVERSIDE, AT THE TOP OF A SHORT, STEEP PITCHED AND PROMINENT HILL,
 BL0864'26.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 3.0 FEET NORTHEAST OF A
 BL0864'REFERENCE POST, 0.8 FOOT NORTHWEST OF THE SOUTHEAST RIGHT OF WAY
 BL0864'FENCE, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE ROAD AND
 BL0864'PROJECTING 0.2 FOOT.  NOTE-- THE HILL ON WHICH THE MARK WAS LOCATED
 BL0864'HAS BEEN CUT FOR THE NEW ROADWAY.
 BL0864
 BL0864                          STATION RECOVERY (1960)
 BL0864
 BL0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0864'MARK NOT FOUND.
 BL0864
 BL0864                          STATION RECOVERY (1996)
 BL0864
 BL0864'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0980 ***********************************************************************
 BL0980  DESIGNATION -  T 986
 BL0980  PID         -  BL0980
 BL0980  STATE/COUNTY-  TX/POLK
 BL0980  USGS QUAD   -  BLANCHARD (1972)
 BL0980
 BL0980                         *CURRENT SURVEY CONTROL
 BL0980  ___________________________________________________________________
 BL0980* NAD 83(1986)-  30 44 05.     (N)    095 04 51.     (W)     SCALED    
 BL0980* NAVD 88     -        49.25   (+/-2cm)     161.6    (feet)  VERTCON   
 BL0980  ___________________________________________________________________
 BL0980  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL0980
 BL0980  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0980
 BL0980.The horizontal coordinates were scaled from a topographic map and have
 BL0980.an estimated accuracy of +/- 6 seconds.
 BL0980
 BL0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0980.The vertical order pertains to the NGVD 29 superseded value.
 BL0980
 BL0980.The geoid height was determined by GEOID03.
 BL0980
 BL0980;                    North         East    Units  Estimated Accuracy
 BL0980;SPC TX C     - 3,130,270.    1,202,780.      MT  (+/- 180 meters Scaled)
 BL0980
 BL0980                          SUPERSEDED SURVEY CONTROL
 BL0980
 BL0980  NGVD 29 (??/??/92)   49.264  (m)          161.63   (f) ADJ UNCH    2 0
 BL0980
 BL0980.Superseded values are not recommended for survey control.
 BL0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0980.See file dsdata.txt to determine how the superseded data were derived.
 BL0980
 BL0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ007020(NAD 83)
 BL0980_MARKER: DB = BENCH MARK DISK
 BL0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0980_SP_SET: CULVERT
 BL0980_STAMPING: T 986 1947
 BL0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0980
 BL0980  HISTORY     - Date     Condition        Report By
 BL0980  HISTORY     - 1947     MONUMENTED       CGS
 BL0980  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0980
 BL0980                          STATION DESCRIPTION
 BL0980
 BL0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0980'1.9 MI W FROM BLANCHARD.
 BL0980'1.9 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL0980'BLANCHARD, 21.3 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 BL0980'HIGHWAY, 18.6 FEET EAST OF THE CENTER LINE OF A WOODS ROAD LEADING
 BL0980'NORTH, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A
 BL0980'CONCRETE BOX CULVERT.
 BL0980
 BL0980                          STATION RECOVERY (1997)
 BL0980
 BL0980'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0833 ***********************************************************************
 BL0833  DESIGNATION -  T 987
 BL0833  PID         -  BL0833
 BL0833  STATE/COUNTY-  TX/WALKER
 BL0833  USGS QUAD   -  NEW WAVERLY (1976)
 BL0833
 BL0833                         *CURRENT SURVEY CONTROL
 BL0833  ___________________________________________________________________
 BL0833* NAD 83(1986)-  30 34 42.     (N)    095 28 43.     (W)     SCALED    
 BL0833* NAVD 88     -       117.097  (meters)     384.18   (feet)  ADJUSTED  
 BL0833  ___________________________________________________________________
 BL0833  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL0833  DYNAMIC HT  -         116.943 (meters)     383.67  (feet)  COMP
 BL0833  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 BL0833
 BL0833  VERT ORDER  -  FIRST     CLASS I
 BL0833
 BL0833.The horizontal coordinates were scaled from a topographic map and have
 BL0833.an estimated accuracy of +/- 6 seconds.
 BL0833
 BL0833.The orthometric height was determined by differential leveling
 BL0833.and adjusted by the National Geodetic Survey in June 1991..
 BL0833
 BL0833.The geoid height was determined by GEOID03.
 BL0833
 BL0833.The dynamic height is computed by dividing the NAVD 88
 BL0833.geopotential number by the normal gravity value computed on the
 BL0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0833.degrees latitude (g = 980.6199 gals.).
 BL0833
 BL0833.The modeled gravity was interpolated from observed gravity values.
 BL0833
 BL0833;                    North         East    Units  Estimated Accuracy
 BL0833;SPC TX C     - 3,111,220.    1,165,480.      MT  (+/- 180 meters Scaled)
 BL0833
 BL0833                          SUPERSEDED SURVEY CONTROL
 BL0833
 BL0833  NGVD 29 (12/23/87)  117.103  (m)          384.20   (f) ADJUSTED    1 1
 BL0833
 BL0833.Superseded values are not recommended for survey control.
 BL0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0833.See file dsdata.txt to determine how the superseded data were derived.
 BL0833
 BL0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP623854(NAD 83)
 BL0833_MARKER: DB = BENCH MARK DISK
 BL0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0833_SP_SET: CONCRETE POST
 BL0833_STAMPING: T 987 1947
 BL0833_MARK LOGO: CGS   
 BL0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0833+STABILITY: SURFACE MOTION
 BL0833
 BL0833  HISTORY     - Date     Condition        Report By
 BL0833  HISTORY     - 1947     MONUMENTED       CGS
 BL0833  HISTORY     - 1973     GOOD             NGS
 BL0833  HISTORY     - 1978     GOOD             NGS
 BL0833  HISTORY     - 1987     GOOD             USPSQD
 BL0833  HISTORY     - 1987     GOOD             NGS
 BL0833
 BL0833                          STATION DESCRIPTION
 BL0833
 BL0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0833'2.8 MI N FROM NEW WAVERLY.
 BL0833'ABOUT 2.8 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0833'CROSSING OF FARM ROAD 150, ABOUT 58.7 FEET NORTH OF THE FOURTH POLE
 BL0833'NORTH OF MILE POST 93, 45 FEET EAST OF THE CENTER LINE OF US HIGHWAY
 BL0833'75, 43.1 FEET WEST OF THE WEST RAIL, 1.6 FEET EAST OF A METAL WITNESS
 BL0833'POST, 1 FOOT BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A
 BL0833'CONCRETE POST PROJECTING 0.6 FOOT.
 BL0833
 BL0833                          STATION RECOVERY (1978)
 BL0833
 BL0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0833'RECOVERED IN GOOD CONDITION.
 BL0833
 BL0833                          STATION RECOVERY (1987)
 BL0833
 BL0833'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL0833'RECOVERED IN GOOD CONDITION.
 BL0833
 BL0833                          STATION RECOVERY (1987)
 BL0833
 BL0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0833'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--91.2
 BL0833'M (299.2 FT) NORTH OF THE CENTER OF A PAVED ROAD LEADING EAST.
 BL0833'DELETE--38.7 FEET NORTH OF THE FOURTH POLE NORTH OF MILE POST 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1962 ***********************************************************************
 BY1962  DESIGNATION -  T 988
 BY1962  PID         -  BY1962
 BY1962  STATE/COUNTY-  TX/MADISON
 BY1962  USGS QUAD   -  SAND RIDGE (1972)
 BY1962
 BY1962                         *CURRENT SURVEY CONTROL
 BY1962  ___________________________________________________________________
 BY1962* NAD 83(1986)-  31 02 04.     (N)    095 44 23.     (W)     SCALED    
 BY1962* NAVD 88     -        73.85   (+/-2cm)     242.3    (feet)  VERTCON   
 BY1962  ___________________________________________________________________
 BY1962  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1962
 BY1962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1962
 BY1962.The horizontal coordinates were scaled from a topographic map and have
 BY1962.an estimated accuracy of +/- 6 seconds.
 BY1962
 BY1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1962.The vertical order pertains to the NGVD 29 superseded value.
 BY1962
 BY1962.The geoid height was determined by GEOID03.
 BY1962
 BY1962;                    North         East    Units  Estimated Accuracy
 BY1962;SPC TX C     - 3,160,680.    1,138,380.      MT  (+/- 180 meters Scaled)
 BY1962
 BY1962                          SUPERSEDED SURVEY CONTROL
 BY1962
 BY1962  NGVD 29 (??/??/92)   73.850  (m)          242.29   (f) ADJ UNCH    2 0
 BY1962
 BY1962.Superseded values are not recommended for survey control.
 BY1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1962.See file dsdata.txt to determine how the superseded data were derived.
 BY1962
 BY1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ384366(NAD 83)
 BY1962_MARKER: DB = BENCH MARK DISK
 BY1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1962_STAMPING: T 988 1947
 BY1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1962+STABILITY: SURFACE MOTION
 BY1962
 BY1962  HISTORY     - Date     Condition        Report By
 BY1962  HISTORY     - 1947     MONUMENTED       CGS
 BY1962  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1962
 BY1962                          STATION DESCRIPTION
 BY1962
 BY1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1962'0.85 MI NE FROM MIDWAY.
 BY1962'0.85 MILE NORTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BY1962'MIDWAY, AT THE TOP OF A HILL, ACROSS THE HIGHWAY FROM AND IN LINE WITH
 BY1962'THE CENTER OF A FARM HOUSE, 50 FEET NORTHWEST OF THE CENTER LINE OF
 BY1962'THE HIGHWAY, 36 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 BY1962'LEADING NORTHWEST INTO A PASTURE, 36 FEET NORTHEAST OF A 24 INCH TWIN
 BY1962'TRUNK OAK TREE, 4 FEET NORTHEAST OF A 4X4 MARKER POST, 2 FEET ABOVE
 BY1962'THE HIGHWAY, 1 FOOT SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, SET
 BY1962'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 BY1962'GROUND.
 BY1962
 BY1962                          STATION RECOVERY (1996)
 BY1962
 BY1962'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0781 ***********************************************************************
 BL0781  DESIGNATION -  T 989
 BL0781  PID         -  BL0781
 BL0781  STATE/COUNTY-  TX/TRINITY
 BL0781  USGS QUAD   -  TRINITY EAST (1972)
 BL0781
 BL0781                         *CURRENT SURVEY CONTROL
 BL0781  ___________________________________________________________________
 BL0781* NAD 83(1986)-  30 55 16.     (N)    095 22 29.     (W)     SCALED    
 BL0781* NAVD 88     -        56.166  (meters)     184.27   (feet)  ADJUSTED  
 BL0781  ___________________________________________________________________
 BL0781  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0781  DYNAMIC HT  -          56.093 (meters)     184.03  (feet)  COMP
 BL0781  MODELED GRAV-     979,360.4   (mgal)                       NAVD 88
 BL0781
 BL0781  VERT ORDER  -  FIRST     CLASS II
 BL0781
 BL0781.The horizontal coordinates were scaled from a topographic map and have
 BL0781.an estimated accuracy of +/- 6 seconds.
 BL0781
 BL0781.The orthometric height was determined by differential leveling
 BL0781.and adjusted by the National Geodetic Survey in June 1991..
 BL0781
 BL0781.The geoid height was determined by GEOID03.
 BL0781
 BL0781.The dynamic height is computed by dividing the NAVD 88
 BL0781.geopotential number by the normal gravity value computed on the
 BL0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0781.degrees latitude (g = 980.6199 gals.).
 BL0781
 BL0781.The modeled gravity was interpolated from observed gravity values.
 BL0781
 BL0781;                    North         East    Units  Estimated Accuracy
 BL0781;SPC TX C     - 3,149,620.    1,173,750.      MT  (+/- 180 meters Scaled)
 BL0781
 BL0781                          SUPERSEDED SURVEY CONTROL
 BL0781
 BL0781  NGVD 29 (??/??/92)   56.172  (m)          184.29   (f) ADJ UNCH    1 2
 BL0781
 BL0781.Superseded values are not recommended for survey control.
 BL0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0781.See file dsdata.txt to determine how the superseded data were derived.
 BL0781
 BL0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ730232(NAD 83)
 BL0781_MARKER: DB = BENCH MARK DISK
 BL0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0781_SP_SET: CULVERT
 BL0781_STAMPING: T 989 1947
 BL0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0781
 BL0781  HISTORY     - Date     Condition        Report By
 BL0781  HISTORY     - 1947     MONUMENTED       CGS
 BL0781  HISTORY     - 1960     GOOD             NGS
 BL0781  HISTORY     - 1980     POOR             NGS
 BL0781  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0781
 BL0781                          STATION DESCRIPTION
 BL0781
 BL0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0781'1.7 MI S FROM TRINITY.
 BL0781'ABOUT 1.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0781'STATION AT TRINITY, 145 FEET WEST OF THE WEST RAIL, IN THE TOP OF THE
 BL0781'SOUTH END OF THE WEST CONCRETE HEAD WALL OF A CULVERT UNDER STATE
 BL0781'HIGHWAY 45, 0.2 MILE NORTH OF A PRIVATE ROAD CROSSING, 0.1 MILE NORTH
 BL0781'OF A MOTEL, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 4
 BL0781'FEET BELOW THE LEVEL OF THE HIGHWAY.
 BL0781
 BL0781                          STATION RECOVERY (1980)
 BL0781
 BL0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0781'MARK RECOVERED IN POOR CONDITION.
 BL0781
 BL0781                          STATION RECOVERY (1996)
 BL0781
 BL0781'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0119 ***********************************************************************
 BL0119  DESIGNATION -  T 99
 BL0119  PID         -  BL0119
 BL0119  STATE/COUNTY-  TX/JASPER
 BL0119  USGS QUAD   -  PACE HILL (1984)
 BL0119
 BL0119                         *CURRENT SURVEY CONTROL
 BL0119  ___________________________________________________________________
 BL0119* NAD 83(1986)-  30 56 00.     (N)    094 09 33.     (W)     SCALED    
 BL0119* NAVD 88     -        29.39   (+/-2cm)      96.4    (feet)  VERTCON   
 BL0119  ___________________________________________________________________
 BL0119  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BL0119
 BL0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0119
 BL0119.The horizontal coordinates were scaled from a topographic map and have
 BL0119.an estimated accuracy of +/- 6 seconds.
 BL0119
 BL0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0119.The vertical order pertains to the NGVD 29 superseded value.
 BL0119
 BL0119.The geoid height was determined by GEOID03.
 BL0119
 BL0119;                    North         East    Units  Estimated Accuracy
 BL0119;SPC TX C     - 3,156,790.    1,289,700.      MT  (+/- 180 meters Scaled)
 BL0119
 BL0119                          SUPERSEDED SURVEY CONTROL
 BL0119
 BL0119  NGVD 29 (??/??/92)   29.396  (m)           96.44   (f) ADJ UNCH    2 0
 BL0119
 BL0119.Superseded values are not recommended for survey control.
 BL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0119.See file dsdata.txt to determine how the superseded data were derived.
 BL0119
 BL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ892227(NAD 83)
 BL0119_MARKER: DB = BENCH MARK DISK
 BL0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0119_STAMPING: T 99 1952
 BL0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0119+STABILITY: SURFACE MOTION
 BL0119
 BL0119  HISTORY     - Date     Condition        Report By
 BL0119  HISTORY     - 1952     MONUMENTED       CGS
 BL0119  HISTORY     - 1978     GOOD             USGS
 BL0119
 BL0119                          STATION DESCRIPTION
 BL0119
 BL0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0119'20.9 MI NW FROM JASPER.
 BL0119'14.25 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BL0119'JASPER, THENCE 1.95 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BL0119'0.7 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTHEAST
 BL0119'ALONG A GRADED DIRT ROAD, THENCE 3.1 MILES SOUTHEAST ALONG AN
 BL0119'ABANDONED WOODS ROAD, AT A CURVE IN THE ROAD, 64 FEET SOUTHWEST OF THE
 BL0119'SOUTHWEST EDGE OF THE BANK OF THE ANGELINA RIVER, 25 FEET SOUTHWEST OF
 BL0119'THE CENTER LINE OF THE WOODS ROAD, 10 FEET EAST OF TWO 10 INCH OAK
 BL0119'TREES WHICH ARE GROWN TOGETHER AT THE BOTTOM, 1.4 FEET WEST OF A
 BL0119'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BL0119'FOOT ABOVE THE GROUND.
 BL0119
 BL0119                          STATION RECOVERY (1978)
 BL0119
 BL0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0119'JASPER, JCTN. U. S. HWY 96 WITH U. S. HWY. 190 AND STATE HWY. 63,
 BL0119'THENCE 14.6 MILES NORTHWEST ALONG STATE HWY. 63 TO F. M. ROAD 255,
 BL0119'THENCE 4.0 MILES SOUTHWEST ALONG F. M. 255 TO A T-ROAD-S, THENCE
 BL0119'SOUTH ALONG GRAVELED ROAD 1.6 MILES TO A ROAD FORK, THENCE 3.1 MILES
 BL0119'ALONG RIGHT ROAD FORK. 1.85 MILES SOUTHEAST OF POWERLINE CROSSING. AT
 BL0119'THE NW END OF CURVE IN ROAD, 64 FT. SW OF THE SW BANK OF THE ANGELINA
 BL0119'RIVER, 20 FT. SW OF CENTER OF ROAD. IN CONCRETE POST PROJECTING 0.5
 BL0119'FT. ABOVE GROUND. STANDARD TABLET STAMPED T 99 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0929 ***********************************************************************
 CR0929  DESIGNATION -  T 990
 CR0929  PID         -  CR0929
 CR0929  STATE/COUNTY-  TX/VAN ZANDT
 CR0929  USGS QUAD   -  VAN (1981)
 CR0929
 CR0929                         *CURRENT SURVEY CONTROL
 CR0929  ___________________________________________________________________
 CR0929* NAD 83(1986)-  32 31 29.     (N)    095 39 53.     (W)     SCALED    
 CR0929* NAVD 88     -       158.326  (meters)     519.44   (feet)  ADJUSTED  
 CR0929  ___________________________________________________________________
 CR0929  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CR0929  DYNAMIC HT  -         158.144 (meters)     518.84  (feet)  COMP
 CR0929  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 CR0929
 CR0929  VERT ORDER  -  SECOND    CLASS 0
 CR0929
 CR0929.The horizontal coordinates were scaled from a topographic map and have
 CR0929.an estimated accuracy of +/- 6 seconds.
 CR0929
 CR0929.The orthometric height was determined by differential leveling
 CR0929.and adjusted by the National Geodetic Survey in June 1991..
 CR0929
 CR0929.The geoid height was determined by GEOID03.
 CR0929
 CR0929.The dynamic height is computed by dividing the NAVD 88
 CR0929.geopotential number by the normal gravity value computed on the
 CR0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0929.degrees latitude (g = 980.6199 gals.).
 CR0929
 CR0929.The modeled gravity was interpolated from observed gravity values.
 CR0929
 CR0929;                    North         East    Units  Estimated Accuracy
 CR0929;SPC TXNC     - 2,098,740.      866,320.      MT  (+/- 180 meters Scaled)
 CR0929
 CR0929                          SUPERSEDED SURVEY CONTROL
 CR0929
 CR0929  NGVD 29 (??/??/92)  158.342  (m)          519.49   (f) ADJ UNCH    2 0
 CR0929
 CR0929.Superseded values are not recommended for survey control.
 CR0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0929.See file dsdata.txt to determine how the superseded data were derived.
 CR0929
 CR0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS497017(NAD 83)
 CR0929_MARKER: DB = BENCH MARK DISK
 CR0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0929_STAMPING: T 990 1948
 CR0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0929+STABILITY: SURFACE MOTION
 CR0929
 CR0929  HISTORY     - Date     Condition        Report By
 CR0929  HISTORY     - 1948     MONUMENTED       CGS
 CR0929  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0929  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0929  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0929
 CR0929                          STATION DESCRIPTION
 CR0929
 CR0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0929'1.9 MI W FROM VAN.
 CR0929'1.9 MILES WEST ALONG THE COLFAX-VAN HIGHWAY FROM THE HIGH SCHOOL AT
 CR0929'VAN, AT A ROAD JUNCTION, 240.5 FEET WEST OF THE NORTHWEST CORNER OF A
 CR0929'FARMHOUSE, 53.4 FEET SOUTH OF A POINT WHERE THE CENTER LINE OF AN
 CR0929'ASPHALT ROAD LEADING WEST INTERSECTS WITH THE CENTER LINE OF THE
 CR0929'HIGHWAY, 3.0 FEET EAST OF A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE,
 CR0929'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CR0929'GROUND.  NOTE-- THIS BENCH MARK IS 1.1 MILES EAST OF BENCH MARK S 990.
 CR0929
 CR0929                          STATION RECOVERY (1995)
 CR0929
 CR0929'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0929'MARK NOT FOUND.
 CR0929
 CR0929                          STATION RECOVERY (2004)
 CR0929
 CR0929'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0929'MARK NOT FOUND.
 CR0929
 CR0929                          STATION RECOVERY (2005)
 CR0929
 CR0929'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1009 ***********************************************************************
 CR1009  DESIGNATION -  T 992
 CR1009  PID         -  CR1009
 CR1009  STATE/COUNTY-  TX/VAN ZANDT
 CR1009  USGS QUAD   -  FRUITVALE (1962)
 CR1009
 CR1009                         *CURRENT SURVEY CONTROL
 CR1009  ___________________________________________________________________
 CR1009* NAD 83(1986)-  32 38 59.     (N)    095 50 34.     (W)     SCALED    
 CR1009* NAVD 88     -       129.556  (meters)     425.05   (feet)  ADJUSTED  
 CR1009  ___________________________________________________________________
 CR1009  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CR1009  DYNAMIC HT  -         129.409 (meters)     424.57  (feet)  COMP
 CR1009  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 CR1009
 CR1009  VERT ORDER  -  SECOND    CLASS 0
 CR1009
 CR1009.The horizontal coordinates were scaled from a topographic map and have
 CR1009.an estimated accuracy of +/- 6 seconds.
 CR1009
 CR1009.The orthometric height was determined by differential leveling
 CR1009.and adjusted by the National Geodetic Survey in June 1991..
 CR1009
 CR1009.The geoid height was determined by GEOID03.
 CR1009
 CR1009.The dynamic height is computed by dividing the NAVD 88
 CR1009.geopotential number by the normal gravity value computed on the
 CR1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1009.degrees latitude (g = 980.6199 gals.).
 CR1009
 CR1009.The modeled gravity was interpolated from observed gravity values.
 CR1009
 CR1009;                    North         East    Units  Estimated Accuracy
 CR1009;SPC TXNC     - 2,112,160.      849,250.      MT  (+/- 180 meters Scaled)
 CR1009
 CR1009                          SUPERSEDED SURVEY CONTROL
 CR1009
 CR1009  NGVD 29 (??/??/92)  129.569  (m)          425.09   (f) ADJ UNCH    2 0
 CR1009
 CR1009.Superseded values are not recommended for survey control.
 CR1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1009.See file dsdata.txt to determine how the superseded data were derived.
 CR1009
 CR1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS333160(NAD 83)
 CR1009_MARKER: DB = BENCH MARK DISK
 CR1009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR1009_SP_SET: BRIDGE
 CR1009_STAMPING: T 992 1948
 CR1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1009
 CR1009  HISTORY     - Date     Condition        Report By
 CR1009  HISTORY     - 1948     MONUMENTED       CGS
 CR1009  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1009
 CR1009                          STATION DESCRIPTION
 CR1009
 CR1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1009'5.15 MI SE FROM EDGEWOOD.
 CR1009'2.6 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE HIGH SCHOOL AT
 CR1009'EDGEWOOD, THENCE 2.55 MILES SOUTH ALONG STATE HIGHWAY 19, 17.5 FEET
 CR1009'EAST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTH
 CR1009'OF THE NORTH END OF AND SET IN THE TOP OF THE EAST CURB OF A 36-FOOT
 CR1009'SIX-CHANNEL CONCRETE BRIDGE.
 CR1009
 CR1009                          STATION RECOVERY (1995)
 CR1009
 CR1009'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1391 ***********************************************************************
 CR1391  DESIGNATION -  T 992 RESET
 CR1391  PID         -  CR1391
 CR1391  STATE/COUNTY-  TX/VAN ZANDT
 CR1391  USGS QUAD   -  FRUITVALE (1962)
 CR1391
 CR1391                         *CURRENT SURVEY CONTROL
 CR1391  ___________________________________________________________________
 CR1391* NAD 83(1986)-  32 38 59.     (N)    095 50 34.     (W)     SCALED    
 CR1391* NAVD 88     -       131.85   (meters)     432.6    (feet)  RESET     
 CR1391  ___________________________________________________________________
 CR1391  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CR1391
 CR1391  VERT ORDER  -  THIRD
 CR1391
 CR1391.The horizontal coordinates were scaled from a topographic map and have
 CR1391.an estimated accuracy of +/- 6 seconds.
 CR1391
 CR1391.The orthometric height was computed from unverified reset data.
 CR1391
 CR1391.The geoid height was determined by GEOID03.
 CR1391
 CR1391;                    North         East    Units  Estimated Accuracy
 CR1391;SPC TXNC     - 2,112,160.      849,250.      MT  (+/- 180 meters Scaled)
 CR1391
 CR1391                          SUPERSEDED SURVEY CONTROL
 CR1391
 CR1391  NGVD 29 (01/29/03)  131.86   (m)          432.6    (f) RESET       3  
 CR1391
 CR1391.Superseded values are not recommended for survey control.
 CR1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1391.See file dsdata.txt to determine how the superseded data were derived.
 CR1391
 CR1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS333160(NAD 83)
 CR1391_MARKER: DV = VERTICAL CONTROL DISK
 CR1391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CR1391_SP_SET: CURB
 CR1391_STAMPING: T 992 RESET 1985
 CR1391_MARK LOGO: NGS   
 CR1391_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1391
 CR1391  HISTORY     - Date     Condition        Report By
 CR1391  HISTORY     - 1985     MONUMENTED       LOCSUR
 CR1391  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1391
 CR1391                          STATION DESCRIPTION
 CR1391
 CR1391'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 CR1391'2.6 MILES (4.2 KM) EAST ALONG HIGHWAY 80 FROM THE HIGH SCHOOL IN
 CR1391'EDGEWOOD, THENCE 2.55 MILES (4.10 KM) SOUTH ALONG STATE HIGHWAY 19,
 CR1391'78 FEET (23.8 M) FROM ENGINEERS CENTERLINE STATION 491+43.
 CR1391
 CR1391                          STATION RECOVERY (1995)
 CR1391
 CR1391'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0703 ***********************************************************************
 CR0703  DESIGNATION -  T 993
 CR0703  PID         -  CR0703
 CR0703  STATE/COUNTY-  TX/VAN ZANDT
 CR0703  USGS QUAD   -  BEN WHEELER (1984)
 CR0703
 CR0703                         *CURRENT SURVEY CONTROL
 CR0703  ___________________________________________________________________
 CR0703* NAD 83(1986)-  32 23 05.     (N)    095 43 31.     (W)     SCALED    
 CR0703* NAVD 88     -       149.734  (meters)     491.25   (feet)  ADJUSTED  
 CR0703  ___________________________________________________________________
 CR0703  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CR0703  DYNAMIC HT  -         149.560 (meters)     490.68  (feet)  COMP
 CR0703  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 CR0703
 CR0703  VERT ORDER  -  SECOND    CLASS 0
 CR0703
 CR0703.The horizontal coordinates were scaled from a topographic map and have
 CR0703.an estimated accuracy of +/- 6 seconds.
 CR0703
 CR0703.The orthometric height was determined by differential leveling
 CR0703.and adjusted by the National Geodetic Survey in June 1991..
 CR0703
 CR0703.The geoid height was determined by GEOID03.
 CR0703
 CR0703.The dynamic height is computed by dividing the NAVD 88
 CR0703.geopotential number by the normal gravity value computed on the
 CR0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0703.degrees latitude (g = 980.6199 gals.).
 CR0703
 CR0703.The modeled gravity was interpolated from observed gravity values.
 CR0703
 CR0703;                    North         East    Units  Estimated Accuracy
 CR0703;SPC TXNC     - 2,083,070.      861,050.      MT  (+/- 180 meters Scaled)
 CR0703
 CR0703                          SUPERSEDED SURVEY CONTROL
 CR0703
 CR0703  NGVD 29 (??/??/92)  149.747  (m)          491.29   (f) ADJ UNCH    2 0
 CR0703
 CR0703.Superseded values are not recommended for survey control.
 CR0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0703.See file dsdata.txt to determine how the superseded data were derived.
 CR0703
 CR0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR436863(NAD 83)
 CR0703_MARKER: DB = BENCH MARK DISK
 CR0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0703_STAMPING: T 993 1948
 CR0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0703+STABILITY: SURFACE MOTION
 CR0703
 CR0703  HISTORY     - Date     Condition        Report By
 CR0703  HISTORY     - 1948     MONUMENTED       CGS
 CR0703  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0703  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0703
 CR0703                          STATION DESCRIPTION
 CR0703
 CR0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0703'7.7 MI SE FROM MARTIN MILLS.
 CR0703'3.0 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT MARTIN
 CR0703'MILLS, THENCE 0.95 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.65
 CR0703'MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 3.1 MILES EAST ALONG A
 CR0703'GRADED DIRT ROAD, 0.35 MILE SOUTH OF ARC RIDGE SCHOOL, AT A T ROAD
 CR0703'JUNCTION, 221.0 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 CR0703'WEST, 22.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 19.0
 CR0703'FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 1.4 FEET
 CR0703'NORTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF
 CR0703'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0703
 CR0703                          STATION RECOVERY (1995)
 CR0703
 CR0703'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0703'MARK NOT FOUND.
 CR0703
 CR0703                          STATION RECOVERY (2004)
 CR0703
 CR0703'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0317 ***********************************************************************
 CR0317  DESIGNATION -  T 994
 CR0317  PID         -  CR0317
 CR0317  STATE/COUNTY-  TX/WOOD
 CR0317  USGS QUAD   -  LINDALE (1981)
 CR0317
 CR0317                         *CURRENT SURVEY CONTROL
 CR0317  ___________________________________________________________________
 CR0317* NAD 83(1986)-  32 36 37.     (N)    095 27 04.     (W)     SCALED    
 CR0317* NAVD 88     -        98.461  (meters)     323.03   (feet)  ADJUSTED  
 CR0317  ___________________________________________________________________
 CR0317  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CR0317  DYNAMIC HT  -          98.349 (meters)     322.67  (feet)  COMP
 CR0317  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 CR0317
 CR0317  VERT ORDER  -  FIRST     CLASS II
 CR0317
 CR0317.The horizontal coordinates were scaled from a topographic map and have
 CR0317.an estimated accuracy of +/- 6 seconds.
 CR0317
 CR0317.The orthometric height was determined by differential leveling
 CR0317.and adjusted by the National Geodetic Survey in June 1991..
 CR0317
 CR0317.The geoid height was determined by GEOID03.
 CR0317
 CR0317.The dynamic height is computed by dividing the NAVD 88
 CR0317.geopotential number by the normal gravity value computed on the
 CR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0317.degrees latitude (g = 980.6199 gals.).
 CR0317
 CR0317.The modeled gravity was interpolated from observed gravity values.
 CR0317
 CR0317;                    North         East    Units  Estimated Accuracy
 CR0317;SPC TXNC     - 2,108,790.      886,110.      MT  (+/- 180 meters Scaled)
 CR0317
 CR0317                          SUPERSEDED SURVEY CONTROL
 CR0317
 CR0317  NGVD 29 (??/??/92)   98.490  (m)          323.13   (f) ADJ UNCH    1 2
 CR0317
 CR0317.Superseded values are not recommended for survey control.
 CR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0317.See file dsdata.txt to determine how the superseded data were derived.
 CR0317
 CR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS699107(NAD 83)
 CR0317_MARKER: DB = BENCH MARK DISK
 CR0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0317_SP_SET: FOUNDATION
 CR0317_STAMPING: T 994 1948
 CR0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0317
 CR0317  HISTORY     - Date     Condition        Report By
 CR0317  HISTORY     - 1948     MONUMENTED       CGS
 CR0317  HISTORY     - 1959     GOOD             NGS
 CR0317  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR0317
 CR0317                          STATION DESCRIPTION
 CR0317
 CR0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0317'4.45 MI S FROM MINEOLA.
 CR0317'ABOUT 4.45 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0317'FROM THE TEXAS AND PACIFIC RAILROAD STATION AT MINEOLA, 4 POLES SOUTH
 CR0317'OF MILEPOST 40, 8.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN THE TOP
 CR0317'OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF AN OLD SEMAPHORE, 241
 CR0317'FEET NORTH OF THE NORTH END OF THE TRESTLE AT THE NORTH APPROACH TO
 CR0317'THE SABINE RIVER BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CR0317'TRACKS.
 CR0317
 CR0317                          STATION RECOVERY (1995)
 CR0317
 CR0317'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0215 ***********************************************************************
 BY0215  DESIGNATION -  T 995 RESET 1967
 BY0215  PID         -  BY0215
 BY0215  STATE/COUNTY-  TX/SHELBY
 BY0215  USGS QUAD   -  CENTER (1984)
 BY0215
 BY0215                         *CURRENT SURVEY CONTROL
 BY0215  ___________________________________________________________________
 BY0215* NAD 83(1986)-  31 45 35.     (N)    094 12 44.     (W)     SCALED    
 BY0215* NAVD 88     -        98.53   (+/-2cm)     323.3    (feet)  VERTCON   
 BY0215  ___________________________________________________________________
 BY0215  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BY0215
 BY0215  VERT ORDER  -  THIRD (See Below)
 BY0215
 BY0215.The horizontal coordinates were scaled from a topographic map and have
 BY0215.an estimated accuracy of +/- 6 seconds.
 BY0215
 BY0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0215.The vertical order pertains to the NGVD 29 superseded value.
 BY0215
 BY0215.The geoid height was determined by GEOID03.
 BY0215
 BY0215;                    North         East    Units  Estimated Accuracy
 BY0215;SPC TX C     - 3,247,980.    1,279,600.      MT  (+/- 180 meters Scaled)
 BY0215
 BY0215                          SUPERSEDED SURVEY CONTROL
 BY0215
 BY0215  NGVD 29 (01/29/03)   98.56   (m)          323.4    (f) RESET       3  
 BY0215
 BY0215.Superseded values are not recommended for survey control.
 BY0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0215.See file dsdata.txt to determine how the superseded data were derived.
 BY0215
 BY0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR851144(NAD 83)
 BY0215_MARKER: DB = BENCH MARK DISK
 BY0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0215_STAMPING: T 995 RESET 1967
 BY0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0215+STABILITY: SURFACE MOTION
 BY0215
 BY0215  HISTORY     - Date     Condition        Report By
 BY0215  HISTORY     - 1967     MONUMENTED       CGS
 BY0215
 BY0215                          STATION DESCRIPTION
 BY0215
 BY0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BY0215'3.1 MI SW FROM CENTER.
 BY0215'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE IN
 BY0215'CENTER TO THE JUNCTION OF U. S. HIGHWAY 96, THENCE CONTINUE SOUTHWEST
 BY0215'2.7 MILES ALONG STATE HIGHWAY 7 TO SITE OF BENCH MARK, 61 FEET
 BY0215'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 180 FEET SOUTHWEST OF THE
 BY0215'EXTENDED CENTER LINE OF A ROAD LEADING NORTHWEST, 1 FOOT SOUTHEAST OF
 BY0215'A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPT-STATION 166 + 67.  A C
 BY0215'AND GS BENCH MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH
 BY0215'PROJECTS 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0377 ***********************************************************************
 CS0377  DESIGNATION -  T 996
 CS0377  PID         -  CS0377
 CS0377  STATE/COUNTY-  TX/KAUFMAN
 CS0377  USGS QUAD   -  KEMP (1981)
 CS0377
 CS0377                         *CURRENT SURVEY CONTROL
 CS0377  ___________________________________________________________________
 CS0377* NAD 83(1986)-  32 27 25.     (N)    096 09 04.     (W)     SCALED    
 CS0377* NAVD 88     -       113.047  (meters)     370.89   (feet)  ADJUSTED  
 CS0377  ___________________________________________________________________
 CS0377  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0377  DYNAMIC HT  -         112.919 (meters)     370.47  (feet)  COMP
 CS0377  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 CS0377
 CS0377  VERT ORDER  -  SECOND    CLASS 0
 CS0377
 CS0377.The horizontal coordinates were scaled from a topographic map and have
 CS0377.an estimated accuracy of +/- 6 seconds.
 CS0377
 CS0377.The orthometric height was determined by differential leveling
 CS0377.and adjusted by the National Geodetic Survey in June 1991..
 CS0377
 CS0377.The geoid height was determined by GEOID03.
 CS0377
 CS0377.The dynamic height is computed by dividing the NAVD 88
 CS0377.geopotential number by the normal gravity value computed on the
 CS0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0377.degrees latitude (g = 980.6199 gals.).
 CS0377
 CS0377.The modeled gravity was interpolated from observed gravity values.
 CS0377
 CS0377;                    North         East    Units  Estimated Accuracy
 CS0377;SPC TXNC     - 2,090,100.      820,810.      MT  (+/- 180 meters Scaled)
 CS0377
 CS0377                          SUPERSEDED SURVEY CONTROL
 CS0377
 CS0377  NGVD 29 (??/??/92)  113.062  (m)          370.94   (f) ADJ UNCH    2 0
 CS0377
 CS0377.Superseded values are not recommended for survey control.
 CS0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0377.See file dsdata.txt to determine how the superseded data were derived.
 CS0377
 CS0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA677946(NAD 83)
 CS0377_MARKER: DB = BENCH MARK DISK
 CS0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0377_STAMPING: T 996 1948
 CS0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0377+STABILITY: SURFACE MOTION
 CS0377
 CS0377  HISTORY     - Date     Condition        Report By
 CS0377  HISTORY     - 1948     MONUMENTED       CGS
 CS0377
 CS0377                          STATION DESCRIPTION
 CS0377
 CS0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0377'5.15 MI NE FROM KEMP.
 CS0377'1.5 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH AT
 CS0377'KEMP, THENCE 3.65 MILES EAST ALONG A GRADED DIRT ROAD, 0.8 MILE WEST
 CS0377'OF BENCH MARK U 996, 0.7 MILE EAST OF THE MAIN CHANNEL OF CEDAR CREEK,
 CS0377'ON TOP OF A HILL, 125.2 FEET SOUTH SOUTHEAST OF AND ACROSS THE ROAD
 CS0377'FROM THE CENTER OF A WELL AT AN ABANDONED FARMYARD SITE, 54.0 FEET
 CS0377'SOUTH OF THE CENTER LINE OF THE ROAD, 47.0 FEET EAST OF THE CENTER
 CS0377'LINE OF A PRIVATE ROAD LEADING SOUTH TO AN ABANDONED FARMHOUSE, 1.7
 CS0377'FEET WEST OF A FENCE, 1.6 FEET NORTH OF A REFERENCE POST, AND SET IN
 CS0377'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0368 ***********************************************************************
 CS0368  DESIGNATION -  T 997
 CS0368  PID         -  CS0368
 CS0368  STATE/COUNTY-  TX/VAN ZANDT
 CS0368  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0368
 CS0368                         *CURRENT SURVEY CONTROL
 CS0368  ___________________________________________________________________
 CS0368* NAD 83(1986)-  32 28 21.     (N)    096 02 55.     (W)     SCALED    
 CS0368* NAVD 88     -       129.050  (meters)     423.39   (feet)  ADJUSTED  
 CS0368  ___________________________________________________________________
 CS0368  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0368  DYNAMIC HT  -         128.903 (meters)     422.91  (feet)  COMP
 CS0368  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 CS0368
 CS0368  VERT ORDER  -  SECOND    CLASS 0
 CS0368
 CS0368.The horizontal coordinates were scaled from a topographic map and have
 CS0368.an estimated accuracy of +/- 6 seconds.
 CS0368
 CS0368.The orthometric height was determined by differential leveling
 CS0368.and adjusted by the National Geodetic Survey in June 1991..
 CS0368
 CS0368.The geoid height was determined by GEOID03.
 CS0368
 CS0368.The dynamic height is computed by dividing the NAVD 88
 CS0368.geopotential number by the normal gravity value computed on the
 CS0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0368.degrees latitude (g = 980.6199 gals.).
 CS0368
 CS0368.The modeled gravity was interpolated from observed gravity values.
 CS0368
 CS0368;                    North         East    Units  Estimated Accuracy
 CS0368;SPC TXNC     - 2,092,050.      830,410.      MT  (+/- 180 meters Scaled)
 CS0368
 CS0368                          SUPERSEDED SURVEY CONTROL
 CS0368
 CS0368  NGVD 29 (??/??/92)  129.060  (m)          423.42   (f) ADJ UNCH    2 0
 CS0368
 CS0368.Superseded values are not recommended for survey control.
 CS0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0368.See file dsdata.txt to determine how the superseded data were derived.
 CS0368
 CS0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA773966(NAD 83)
 CS0368_MARKER: DB = BENCH MARK DISK
 CS0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0368_STAMPING: T 997 1948
 CS0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0368+STABILITY: SURFACE MOTION
 CS0368
 CS0368  HISTORY     - Date     Condition        Report By
 CS0368  HISTORY     - 1948     MONUMENTED       CGS
 CS0368  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0368  HISTORY     - 19950912 GOOD             USPSQD
 CS0368
 CS0368                          STATION DESCRIPTION
 CS0368
 CS0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0368'3.9 MI E FROM PRAIRIEVILLE.
 CS0368'3.9 MILES EAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 CS0368'PRAIRIEVILLE, 0.65 MILE NORTHEAST OF A ROAD JUNCTION, 150 YARDS
 CS0368'(PACED) NORTHWEST OF AND ACROSS THE ROAD FROM A STOCK POND, AT AN
 CS0368'ABANDONED FARMYARD SITE, 100.0 FEET NORTH OF THE CENTER LINE OF THE
 CS0368'ROAD, 84.5 FEET SOUTHEAST OF THE CENTER OF A WELL, 1.8 FEET WEST OF A
 CS0368'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CS0368'FOOT ABOVE THE GROUND.
 CS0368
 CS0368                          STATION RECOVERY (1962)
 CS0368
 CS0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0368'MARK NOT FOUND.
 CS0368
 CS0368                          STATION RECOVERY (1995)
 CS0368
 CS0368'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0213 ***********************************************************************
 BZ0213  DESIGNATION -  T 998
 BZ0213  PID         -  BZ0213
 BZ0213  STATE/COUNTY-  TX/FREESTONE
 BZ0213  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0213
 BZ0213                         *CURRENT SURVEY CONTROL
 BZ0213  ___________________________________________________________________
 BZ0213* NAD 83(1986)-  31 47 05.     (N)    096 13 07.     (W)     SCALED    
 BZ0213* NAVD 88     -       120.929  (meters)     396.75   (feet)  ADJUSTED  
 BZ0213  ___________________________________________________________________
 BZ0213  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BZ0213  DYNAMIC HT  -         120.786 (meters)     396.28  (feet)  COMP
 BZ0213  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 BZ0213
 BZ0213  VERT ORDER  -  SECOND    CLASS 0
 BZ0213
 BZ0213.The horizontal coordinates were scaled from a topographic map and have
 BZ0213.an estimated accuracy of +/- 6 seconds.
 BZ0213
 BZ0213.The orthometric height was determined by differential leveling
 BZ0213.and adjusted by the National Geodetic Survey in June 1991..
 BZ0213
 BZ0213.The geoid height was determined by GEOID03.
 BZ0213
 BZ0213.The dynamic height is computed by dividing the NAVD 88
 BZ0213.geopotential number by the normal gravity value computed on the
 BZ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0213.degrees latitude (g = 980.6199 gals.).
 BZ0213
 BZ0213.The modeled gravity was interpolated from observed gravity values.
 BZ0213
 BZ0213;                    North         East    Units  Estimated Accuracy
 BZ0213;SPC TX C     - 3,242,010.    1,089,620.      MT  (+/- 180 meters Scaled)
 BZ0213
 BZ0213                          SUPERSEDED SURVEY CONTROL
 BZ0213
 BZ0213  NGVD 29 (??/??/92)  120.917  (m)          396.71   (f) ADJ UNCH    2 0
 BZ0213
 BZ0213.Superseded values are not recommended for survey control.
 BZ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0213.See file dsdata.txt to determine how the superseded data were derived.
 BZ0213
 BZ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA633199(NAD 83)
 BZ0213_MARKER: DB = BENCH MARK DISK
 BZ0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0213_SP_SET: CULVERT
 BZ0213_STAMPING: T 998 1948
 BZ0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0213
 BZ0213  HISTORY     - Date     Condition        Report By
 BZ0213  HISTORY     - 1948     MONUMENTED       CGS
 BZ0213  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0213
 BZ0213                          STATION DESCRIPTION
 BZ0213
 BZ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0213'5.3 MI NW FROM FAIRFIELD.
 BZ0213'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BZ0213'FAIRFIELD, THENCE 5.1 MILES NORTHWEST ALONG U.S. HIGHWAY 75, 300.0
 BZ0213'FEET SOUTHEAST OF THE CENTER LINE OF A T ROAD LEADING EAST, 135.0 FEET
 BZ0213'SOUTH OF THE SOUTHWEST CORNER OF A ROCK HOUSE, 37.4 FEET EAST OF A
 BZ0213'STONE TABLE WHICH IS IN A ROADSIDE PARK, 15.4 FEET SOUTHWEST OF THE
 BZ0213'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 BZ0213'SOUTHWEST HEADWALL OF A 4 FOOT CONCRETE CULVERT.
 BZ0213
 BZ0213                          STATION RECOVERY (2002)
 BZ0213
 BZ0213'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1633 ***********************************************************************
 BY1633  DESIGNATION -  T 999
 BY1633  PID         -  BY1633
 BY1633  STATE/COUNTY-  TX/TRINITY
 BY1633  USGS QUAD   -  GLENDALE (1972)
 BY1633
 BY1633                         *CURRENT SURVEY CONTROL
 BY1633  ___________________________________________________________________
 BY1633* NAD 83(1986)-  31 04 08.     (N)    095 20 11.     (W)     SCALED    
 BY1633* NAVD 88     -        76.78   (+/-2cm)     251.9    (feet)  VERTCON   
 BY1633  ___________________________________________________________________
 BY1633  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1633
 BY1633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1633
 BY1633.The horizontal coordinates were scaled from a topographic map and have
 BY1633.an estimated accuracy of +/- 6 seconds.
 BY1633
 BY1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1633.The vertical order pertains to the NGVD 29 superseded value.
 BY1633
 BY1633.The geoid height was determined by GEOID03.
 BY1633
 BY1633;                    North         East    Units  Estimated Accuracy
 BY1633;SPC TX C     - 3,166,150.    1,176,670.      MT  (+/- 180 meters Scaled)
 BY1633
 BY1633                          SUPERSEDED SURVEY CONTROL
 BY1633
 BY1633  NGVD 29 (??/??/92)   76.791  (m)          251.94   (f) ADJ UNCH    2 0
 BY1633
 BY1633.Superseded values are not recommended for survey control.
 BY1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1633.See file dsdata.txt to determine how the superseded data were derived.
 BY1633
 BY1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ770395(NAD 83)
 BY1633_MARKER: DB = BENCH MARK DISK
 BY1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1633_STAMPING: T 999 1948
 BY1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1633+STABILITY: SURFACE MOTION
 BY1633
 BY1633  HISTORY     - Date     Condition        Report By
 BY1633  HISTORY     - 1948     MONUMENTED       CGS
 BY1633
 BY1633                          STATION DESCRIPTION
 BY1633
 BY1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1633'5.1 MI NW FROM GLENDALE.
 BY1633'5.1 MILES NORTHWEST ALONG THE GLENDALE-THOMPSON SCHOOL ROAD FROM THE
 BY1633'POST OFFICE AT GLENDALE, 0.15 MILE SOUTH OF A FARMHOUSE LOCATED ON TOP
 BY1633'OF A HILL, 37.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 13.3 FEET
 BY1633'EAST OF A FENCE CORNER, 2.3 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A
 BY1633'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 BY1633'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2190 ***********************************************************************
 CS2190  DESIGNATION -  T B M 16
 CS2190  PID         -  CS2190
 CS2190  STATE/COUNTY-  TX/SOMERVELL
 CS2190  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2190
 CS2190                         *CURRENT SURVEY CONTROL
 CS2190  ___________________________________________________________________
 CS2190* NAD 83(1986)-  32 14 39.     (N)    097 44 29.     (W)     SCALED    
 CS2190* NAVD 88     -       185.261  (meters)     607.81   (feet)  ADJUSTED  
 CS2190  ___________________________________________________________________
 CS2190  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS2190  DYNAMIC HT  -         185.032 (meters)     607.06  (feet)  COMP
 CS2190  MODELED GRAV-     979,402.1   (mgal)                       NAVD 88
 CS2190
 CS2190  VERT ORDER  -  SECOND    CLASS 0
 CS2190
 CS2190.The horizontal coordinates were scaled from a topographic map and have
 CS2190.an estimated accuracy of +/- 6 seconds.
 CS2190
 CS2190.The orthometric height was determined by differential leveling
 CS2190.and adjusted by the National Geodetic Survey in June 1991..
 CS2190
 CS2190.The geoid height was determined by GEOID03.
 CS2190
 CS2190.The dynamic height is computed by dividing the NAVD 88
 CS2190.geopotential number by the normal gravity value computed on the
 CS2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2190.degrees latitude (g = 980.6199 gals.).
 CS2190
 CS2190.The modeled gravity was interpolated from observed gravity values.
 CS2190
 CS2190;                    North         East    Units  Estimated Accuracy
 CS2190;SPC TXNC     - 2,064,300.      671,490.      MT  (+/- 180 meters Scaled)
 CS2190
 CS2190                          SUPERSEDED SURVEY CONTROL
 CS2190
 CS2190  NGVD 29 (??/??/92)  185.227  (m)          607.70   (f) ADJ UNCH    2 0
 CS2190
 CS2190.Superseded values are not recommended for survey control.
 CS2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2190.See file dsdata.txt to determine how the superseded data were derived.
 CS2190
 CS2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA185681(NAD 83)
 CS2190_MARKER: Z = SEE DESCRIPTION
 CS2190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2190_SP_SET: BRIDGE
 CS2190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2190
 CS2190  HISTORY     - Date     Condition        Report By
 CS2190  HISTORY     - UNK      MONUMENTED       CGS
 CS2190  HISTORY     - 1953     GOOD             NGS
 CS2190  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2190  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 CS2190
 CS2190                          STATION DESCRIPTION
 CS2190
 CS2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS2190'IN GLEN ROSE.
 CS2190'AT GLEN ROSE, SOMERVELL COUNTY, ON THE OLD ROUTE OF STATE HIGHWAY NO.
 CS2190'144 TO GRANBURY, 01.2 MILES NORTHEAST FROM THE COUNTY COURT HOUSE, AT
 CS2190'A CONCRETE BRIDGE.  IT IS ON THE INSIDE EDGE OF THE WEST END OF THE
 CS2190'SOUTH CONCRETE RAILING BASE.  A CHISELED CORNER MARKED BM.  IT IS
 CS2190'ABOUT 18 INCHES NORTH AND ABOUT 6 INCHES HIGHER THAN BENCH MARK T 384,
 CS2190'A RUSTED DISK AS DESCRIBED IN LEVEL LINE PAMPHLET NO. 150.
 CS2190
 CS2190                          STATION RECOVERY (1999)
 CS2190
 CS2190'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2190'MARK NOT FOUND.
 CS2190
 CS2190                          STATION RECOVERY (2001)
 CS2190
 CS2190'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS2190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2147 ***********************************************************************
 AW2147  DESIGNATION -  T BR 33 1
 AW2147  PID         -  AW2147
 AW2147  STATE/COUNTY-  TX/FORT BEND
 AW2147  USGS QUAD   -  CLODINE (1995)
 AW2147
 AW2147                         *CURRENT SURVEY CONTROL
 AW2147  ___________________________________________________________________
 AW2147* NAD 83(1986)-  29 42 25.     (N)    095 42 04.     (W)     SCALED    
 AW2147* NAVD 88     -        28.11   (+/-2cm)      92.2    (feet)  VERTCON   
 AW2147  ___________________________________________________________________
 AW2147  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2147
 AW2147  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2147
 AW2147.The horizontal coordinates were scaled from a topographic map and have
 AW2147.an estimated accuracy of +/- 6 seconds.
 AW2147
 AW2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2147.The vertical order pertains to the NGVD 29 superseded value.
 AW2147
 AW2147.The geoid height was determined by GEOID03.
 AW2147
 AW2147;                    North         East    Units  Estimated Accuracy
 AW2147;SPC TXSC     - 4,212,150.      919,150.      MT  (+/- 180 meters Scaled)
 AW2147
 AW2147                          SUPERSEDED SURVEY CONTROL
 AW2147
 AW2147  NGVD 29 (04/06/79)   28.098  (m)           92.18   (f) ADJUSTED    1 2
 AW2147
 AW2147.Superseded values are not recommended for survey control.
 AW2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2147.See file dsdata.txt to determine how the superseded data were derived.
 AW2147
 AW2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN386893(NAD 83)
 AW2147_MARKER: DD = SURVEY DISK
 AW2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2147_SP_SET: CONCRETE POST
 AW2147_STAMPING: T-BR 33-1 BOUNDARY
 AW2147_MARK LOGO: USE   
 AW2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2147+STABILITY: SURFACE MOTION
 AW2147
 AW2147  HISTORY     - Date     Condition        Report By
 AW2147  HISTORY     - UNK      MONUMENTED       USE
 AW2147  HISTORY     - 1978     GOOD             NGS
 AW2147  HISTORY     - 1984     GOOD             LOCSUR
 AW2147  HISTORY     - 1986     POOR             NGS
 AW2147  HISTORY     - 1987     POOR             USPSQD
 AW2147  HISTORY     - 19901208 POOR             USPSQD
 AW2147  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2147
 AW2147                          STATION DESCRIPTION
 AW2147
 AW2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2147'0.8 MI WEST FROM CLODINE.
 AW2147'ABOUT 0.2 MILE WEST ALONG ALIEF ROAD FROM THE JUNCTION OF FARM ROAD
 AW2147'1464 IN CLODINE, AND THENCE 0.6 MILE WEST ALONG FARM ROAD 1093.
 AW2147'ABOUT 0.45 MILE EAST OF MILE POST 22, 285 FEET EAST OF A CONCRETE
 AW2147'CULVERT UNDER THE ROAD, 60 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 AW2147'48 FEET EAST OF A POWER POLE, AND 0.3 FOOT NORTH OF A FENCE.
 AW2147
 AW2147                          STATION RECOVERY (1984)
 AW2147
 AW2147'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 AW2147'RECOVERED IN GOOD CONDITION.
 AW2147
 AW2147                          STATION RECOVERY (1986)
 AW2147
 AW2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2147'RECOVERED IN POOR CONDITION.  THE MARK IS LOOSE AND LEANING.
 AW2147'NOTE--NOT LEVELED DURING THIS SURVEY.
 AW2147
 AW2147                          STATION RECOVERY (1987)
 AW2147
 AW2147'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW2147'MARK RECOVERED IN POOR CONDITION.
 AW2147
 AW2147                          STATION RECOVERY (1990)
 AW2147
 AW2147'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2147'MARK RECOVERED IN POOR CONDITION.
 AW2147
 AW2147                          STATION RECOVERY (2004)
 AW2147
 AW2147'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2148 ***********************************************************************
 AW2148  DESIGNATION -  T BR RM 2
 AW2148  PID         -  AW2148
 AW2148  STATE/COUNTY-  TX/FORT BEND
 AW2148  USGS QUAD   -  CLODINE (1995)
 AW2148
 AW2148                         *CURRENT SURVEY CONTROL
 AW2148  ___________________________________________________________________
 AW2148* NAD 83(1986)-  29 42 20.     (N)    095 42 56.     (W)     SCALED    
 AW2148* NAVD 88     -        28.127  (meters)      92.28   (feet)  ADJUSTED  
 AW2148  ___________________________________________________________________
 AW2148  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2148  DYNAMIC HT  -          28.088 (meters)      92.15  (feet)  COMP
 AW2148  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 AW2148
 AW2148  VERT ORDER  -  FIRST     CLASS II
 AW2148
 AW2148.The horizontal coordinates were scaled from a topographic map and have
 AW2148.an estimated accuracy of +/- 6 seconds.
 AW2148
 AW2148.The orthometric height was determined by differential leveling
 AW2148.and adjusted by the National Geodetic Survey in June 1991..
 AW2148
 AW2148.The geoid height was determined by GEOID03.
 AW2148
 AW2148.The dynamic height is computed by dividing the NAVD 88
 AW2148.geopotential number by the normal gravity value computed on the
 AW2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2148.degrees latitude (g = 980.6199 gals.).
 AW2148
 AW2148.The modeled gravity was interpolated from observed gravity values.
 AW2148
 AW2148;                    North         East    Units  Estimated Accuracy
 AW2148;SPC TXSC     - 4,211,960.      917,760.      MT  (+/- 180 meters Scaled)
 AW2148
 AW2148                          SUPERSEDED SURVEY CONTROL
 AW2148
 AW2148  NGVD 29 (12/23/87)   28.120  (m)           92.26   (f) ADJUSTED    1 2
 AW2148
 AW2148.Superseded values are not recommended for survey control.
 AW2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2148.See file dsdata.txt to determine how the superseded data were derived.
 AW2148
 AW2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN372892(NAD 83)
 AW2148_MARKER: DD = SURVEY DISK
 AW2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2148_SP_SET: CONCRETE POST
 AW2148_STAMPING: T-BR NO 2 BOUNDARY
 AW2148_MARK LOGO: USE   
 AW2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2148+STABILITY: SURFACE MOTION
 AW2148
 AW2148  HISTORY     - Date     Condition        Report By
 AW2148  HISTORY     - UNK      MONUMENTED       USE
 AW2148  HISTORY     - 1943     GOOD             NGS
 AW2148  HISTORY     - 1955     GOOD             USGS
 AW2148  HISTORY     - 1978     GOOD             NGS
 AW2148  HISTORY     - 1986     GOOD             NGS
 AW2148  HISTORY     - 1987     GOOD             USPSQD
 AW2148  HISTORY     - 19901208 GOOD             USPSQD
 AW2148  HISTORY     - 19980228 GOOD             USPSQD
 AW2148  HISTORY     - 19981121 GOOD             USPSQD
 AW2148  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2148
 AW2148                          STATION DESCRIPTION
 AW2148
 AW2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2148'1.65 MI W FROM CLODINE.
 AW2148'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2148'STATION AT CLODINE-- PROCEED 1.65 MILES WESTERLY ALONG THE RAILROAD TO
 AW2148'SITE OF BENCH MARK.  BENCH MARK IS DIRECTLY ACROSS THE ROAD FROM A
 AW2148'DIRT ROAD INTERSECTION LEADING SOUTH, ABOUT 0.4 MILE WEST OF MILEPOST
 AW2148'22, AND 59.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AW2148'CENTERLINE OF ROAD.  IT IS 1.5 FEET WEST OF A POWER POLE, 0.3 FOOT
 AW2148'SOUTH OF A FENCE CORNER AND THE RIGHT-OF-WAY FENCE, AND 3.0 FEET EAST
 AW2148'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  A USE
 AW2148'DISK, STAMPED T-BR NO 2 BOUNDARY AND SET IN THE TOP OF A CONCRETE
 AW2148'POST.
 AW2148
 AW2148                          STATION RECOVERY (1955)
 AW2148
 AW2148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW2148'RECOVERED IN GOOD CONDITION.
 AW2148
 AW2148                          STATION RECOVERY (1978)
 AW2148
 AW2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2148'ABOUT 0.2 MILE WEST ALONG ALIEF ROAD FROM THE JUNCTION OF FARM ROAD
 AW2148'1464 IN CLODINE, AND THENCE 1.5 MILES WEST ALONG FARM ROAD 1093.  SET
 AW2148'AT THE JUNCTION OF HARLEN ROAD, 0.4 MILE WEST OF MILE POST 22, 59
 AW2148'FEET NORTH OF THE CENTERLINE OF THE ROAD, 25 FEET EAST OF THE
 AW2148'EXTENDED CENTERLINE OF HARLEN ROAD, 1.5 FEET WEST OF POWER POLE
 AW2148'NUMBER 95 R 156, AND 0.3 FOOT SOUTH OF A FENCE.
 AW2148
 AW2148                          STATION RECOVERY (1986)
 AW2148
 AW2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2148'RECOVERED IN GOOD CONDITION.  THE 1943 DESCRIPTION IS ADEQUATE EXCEPT
 AW2148'ADD 1.8 METERS (6.0 FT) EAST OF A TELEPHONE JUNCTION BOX AND 0.3
 AW2148'METERS (1.0 FT) SOUTH OF A WITNESS PLAQUE ATTACHED TO A FENCE POST.
 AW2148
 AW2148                          STATION RECOVERY (1987)
 AW2148
 AW2148'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW2148'RECOVERED IN GOOD CONDITION.
 AW2148
 AW2148                          STATION RECOVERY (1990)
 AW2148
 AW2148'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2148'RECOVERED IN GOOD CONDITION.
 AW2148
 AW2148                          STATION RECOVERY (1998)
 AW2148
 AW2148'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2148'RECOVERED IN GOOD CONDITION.
 AW2148
 AW2148                          STATION RECOVERY (1998)
 AW2148
 AW2148'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2148'RECOVERED IN GOOD CONDITION.
 AW2148
 AW2148                          STATION RECOVERY (2004)
 AW2148
 AW2148'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0509 ***********************************************************************
 FL0509  DESIGNATION -  T C 12
 FL0509  PID         -  FL0509
 FL0509  STATE/COUNTY-  TX/GRAY
 FL0509  USGS QUAD   -  LEFORS (1967)
 FL0509
 FL0509                         *CURRENT SURVEY CONTROL
 FL0509  ___________________________________________________________________
 FL0509* NAD 83(1986)-  35 25 42.     (N)    100 48 08.     (W)     SCALED    
 FL0509* NAVD 88     -       849.098  (meters)    2785.75   (feet)  ADJUSTED  
 FL0509  ___________________________________________________________________
 FL0509  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FL0509  DYNAMIC HT  -         848.185 (meters)    2782.75  (feet)  COMP
 FL0509  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 FL0509
 FL0509  VERT ORDER  -  SECOND    CLASS 0
 FL0509
 FL0509.The horizontal coordinates were scaled from a topographic map and have
 FL0509.an estimated accuracy of +/- 6 seconds.
 FL0509
 FL0509.The orthometric height was determined by differential leveling
 FL0509.and adjusted by the National Geodetic Survey in June 1991..
 FL0509
 FL0509.The geoid height was determined by GEOID03.
 FL0509
 FL0509.The dynamic height is computed by dividing the NAVD 88
 FL0509.geopotential number by the normal gravity value computed on the
 FL0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0509.degrees latitude (g = 980.6199 gals.).
 FL0509
 FL0509.The modeled gravity was interpolated from observed gravity values.
 FL0509
 FL0509;                    North         East    Units  Estimated Accuracy
 FL0509;SPC TX N     - 1,158,680.      263,360.      MT  (+/- 180 meters Scaled)
 FL0509
 FL0509                          SUPERSEDED SURVEY CONTROL
 FL0509
 FL0509  NGVD 29 (??/??/92)  848.737  (m)         2784.56   (f) ADJ UNCH    2 0
 FL0509
 FL0509.Superseded values are not recommended for survey control.
 FL0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0509.See file dsdata.txt to determine how the superseded data were derived.
 FL0509
 FL0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE363220(NAD 83)
 FL0509_MARKER: Z = SEE DESCRIPTION
 FL0509_SETTING: 0 = UNSPECIFIED SETTING
 FL0509_STAMPING: T C 12 1926
 FL0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0509
 FL0509  HISTORY     - Date     Condition        Report By
 FL0509  HISTORY     - 1926     MONUMENTED       USGS
 FL0509  HISTORY     - 1943     GOOD             NGS
 FL0509
 FL0509                          STATION DESCRIPTION
 FL0509
 FL0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0509'0.6 MI S FROM LEFORS.
 FL0509'ABOUT 0.6 MILE SOUTH ALONG A DIM ROAD FROM THE COURTHOUSE SQUARE,
 FL0509'ABOUT 710 FEET NORTH OF AN EAST BEND OF THE RED RIVER, AND ON A SLIGHT
 FL0509'RIDGE EAST OF A GROUP OF SEVEN COTTONWOOD TREES, ABOUT 125 FEET SOUTH
 FL0509'OF THE SOUTH SIDE OF AN ALL STEEL FENCE AROUND SOME GAS PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0511 ***********************************************************************
 FL0511  DESIGNATION -  T C 14
 FL0511  PID         -  FL0511
 FL0511  STATE/COUNTY-  TX/GRAY
 FL0511  USGS QUAD   -  LEFORS (1967)
 FL0511
 FL0511                         *CURRENT SURVEY CONTROL
 FL0511  ___________________________________________________________________
 FL0511* NAD 83(1986)-  35 27 44.     (N)    100 49 39.     (W)     SCALED    
 FL0511* NAVD 88     -       890.029  (meters)    2920.04   (feet)  ADJUSTED  
 FL0511  ___________________________________________________________________
 FL0511  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL0511  DYNAMIC HT  -         889.067 (meters)    2916.88  (feet)  COMP
 FL0511  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 FL0511
 FL0511  VERT ORDER  -  SECOND    CLASS 0
 FL0511
 FL0511.The horizontal coordinates were scaled from a topographic map and have
 FL0511.an estimated accuracy of +/- 6 seconds.
 FL0511
 FL0511.The orthometric height was determined by differential leveling
 FL0511.and adjusted by the National Geodetic Survey in June 1991..
 FL0511
 FL0511.The geoid height was determined by GEOID03.
 FL0511
 FL0511.The dynamic height is computed by dividing the NAVD 88
 FL0511.geopotential number by the normal gravity value computed on the
 FL0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0511.degrees latitude (g = 980.6199 gals.).
 FL0511
 FL0511.The modeled gravity was interpolated from observed gravity values.
 FL0511
 FL0511;                    North         East    Units  Estimated Accuracy
 FL0511;SPC TX N     - 1,162,420.      261,040.      MT  (+/- 180 meters Scaled)
 FL0511
 FL0511                          SUPERSEDED SURVEY CONTROL
 FL0511
 FL0511  NGVD 29 (??/??/92)  889.651  (m)         2918.80   (f) ADJ UNCH    2 0
 FL0511
 FL0511.Superseded values are not recommended for survey control.
 FL0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0511.See file dsdata.txt to determine how the superseded data were derived.
 FL0511
 FL0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE341258(NAD 83)
 FL0511_MARKER: DD = SURVEY DISK
 FL0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0511_STAMPING: T C 14 1926
 FL0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0511+STABILITY: SURFACE MOTION
 FL0511
 FL0511  HISTORY     - Date     Condition        Report By
 FL0511  HISTORY     - 1926     MONUMENTED       USGS
 FL0511  HISTORY     - 1943     GOOD             NGS
 FL0511
 FL0511                          STATION DESCRIPTION
 FL0511
 FL0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0511'2.2 MI NW FROM LEFORS.
 FL0511'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 273 FROM THE POST OFFICE
 FL0511'AT LEFORS, GRAY COUNTY, SET AT THE JUNCTION OF THE OLD AND NEW ROADS,
 FL0511'AT THE OLD ROAD CROSSING ON THE FORT WORTH AND DENVER CITY RAILWAY,
 FL0511'ABOUT 0.2 MILE NORTHWEST OF RAILROAD MILEPOST 320, ABOUT 0.1 MILE
 FL0511'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 97.0 FEET SOUTHWEST OF THE
 FL0511'CENTER LINE OF THE HIGHWAY, 26.0 FEET EAST OF THE CENTER LINE OF A
 FL0511'ROAD RUNNING SOUTH, PROJECTING ABOUT 5-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0853 ***********************************************************************
 FL0853  DESIGNATION -  T C 20
 FL0853  PID         -  FL0853
 FL0853  STATE/COUNTY-  TX/GRAY
 FL0853  USGS QUAD   -  LAKE MC CONNELL (1965)
 FL0853
 FL0853                         *CURRENT SURVEY CONTROL
 FL0853  ___________________________________________________________________
 FL0853* NAD 83(1986)-  35 30 44.     (N)    101 00 27.     (W)     SCALED    
 FL0853* NAVD 88     -       993.803  (meters)    3260.50   (feet)  ADJUSTED  
 FL0853  ___________________________________________________________________
 FL0853  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0853  DYNAMIC HT  -         992.699 (meters)    3256.88  (feet)  COMP
 FL0853  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 FL0853
 FL0853  VERT ORDER  -  SECOND    CLASS 0
 FL0853
 FL0853.The horizontal coordinates were scaled from a topographic map and have
 FL0853.an estimated accuracy of +/- 6 seconds.
 FL0853
 FL0853.The orthometric height was determined by differential leveling
 FL0853.and adjusted by the National Geodetic Survey in June 1991..
 FL0853
 FL0853.The geoid height was determined by GEOID03.
 FL0853
 FL0853.The dynamic height is computed by dividing the NAVD 88
 FL0853.geopotential number by the normal gravity value computed on the
 FL0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0853.degrees latitude (g = 980.6199 gals.).
 FL0853
 FL0853.The modeled gravity was interpolated from observed gravity values.
 FL0853
 FL0853;                    North         East    Units  Estimated Accuracy
 FL0853;SPC TX N     - 1,167,870.      244,670.      MT  (+/- 180 meters Scaled)
 FL0853
 FL0853                          SUPERSEDED SURVEY CONTROL
 FL0853
 FL0853  NGVD 29 (??/??/92)  993.375  (m)         3259.10   (f) ADJ UNCH    2 0
 FL0853
 FL0853.Superseded values are not recommended for survey control.
 FL0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0853.See file dsdata.txt to determine how the superseded data were derived.
 FL0853
 FL0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE179317(NAD 83)
 FL0853_MARKER: DD = SURVEY DISK
 FL0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0853_STAMPING: T C 20 1926
 FL0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0853+STABILITY: SURFACE MOTION
 FL0853
 FL0853  HISTORY     - Date     Condition        Report By
 FL0853  HISTORY     - 1926     MONUMENTED       USGS
 FL0853  HISTORY     - 1943     GOOD             NGS
 FL0853
 FL0853                          STATION DESCRIPTION
 FL0853
 FL0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0853'3.0 MI SW FROM PAMPA.
 FL0853'3.0 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0853'STATION AT PAMPA, GRAY COUNTY, 13 FEET SOUTHEAST OF MILEPOST 502, AT A
 FL0853'ROAD CROSSING, 83 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 FL0853'EAST-BOUND TRACK, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT
 FL0853'ROAD, 3 FEET NORTHEAST OF A POWERLINE POLE, AND 2 FEET SOUTHWEST OF A
 FL0853'WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FL0853'DISK, STAMPED T C 20 1926 AND SET IN THE TOP OF A CONCRETE POST
 FL0853'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1004 ***********************************************************************
 FL1004  DESIGNATION -  T C 21
 FL1004  PID         -  FL1004
 FL1004  STATE/COUNTY-  TX/GRAY
 FL1004  USGS QUAD   -  KINGSMILL (1966)
 FL1004
 FL1004                         *CURRENT SURVEY CONTROL
 FL1004  ___________________________________________________________________
 FL1004* NAD 83(1986)-  35 29 54.     (N)    101 02 17.     (W)     SCALED    
 FL1004* NAVD 88     -      1000.109  (meters)    3281.19   (feet)  ADJUSTED  
 FL1004  ___________________________________________________________________
 FL1004  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1004  DYNAMIC HT  -         998.997 (meters)    3277.54  (feet)  COMP
 FL1004  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 FL1004
 FL1004  VERT ORDER  -  SECOND    CLASS 0
 FL1004
 FL1004.The horizontal coordinates were scaled from a topographic map and have
 FL1004.an estimated accuracy of +/- 6 seconds.
 FL1004
 FL1004.The orthometric height was determined by differential leveling
 FL1004.and adjusted by the National Geodetic Survey in June 1991..
 FL1004
 FL1004.The geoid height was determined by GEOID03.
 FL1004
 FL1004.The dynamic height is computed by dividing the NAVD 88
 FL1004.geopotential number by the normal gravity value computed on the
 FL1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1004.degrees latitude (g = 980.6199 gals.).
 FL1004
 FL1004.The modeled gravity was interpolated from observed gravity values.
 FL1004
 FL1004;                    North         East    Units  Estimated Accuracy
 FL1004;SPC TX N     - 1,166,320.      241,910.      MT  (+/- 180 meters Scaled)
 FL1004
 FL1004                          SUPERSEDED SURVEY CONTROL
 FL1004
 FL1004  NGVD 29 (??/??/92)  999.680  (m)         3279.78   (f) ADJ UNCH    2 0
 FL1004
 FL1004.Superseded values are not recommended for survey control.
 FL1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1004.See file dsdata.txt to determine how the superseded data were derived.
 FL1004
 FL1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE151302(NAD 83)
 FL1004_MARKER: DD = SURVEY DISK
 FL1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1004_STAMPING: T C 21 1926
 FL1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1004+STABILITY: SURFACE MOTION
 FL1004
 FL1004  HISTORY     - Date     Condition        Report By
 FL1004  HISTORY     - 1926     MONUMENTED       USGS
 FL1004  HISTORY     - 1943     GOOD             NGS
 FL1004
 FL1004                          STATION DESCRIPTION
 FL1004
 FL1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1004'1.7 MI NE FROM KINGS MILL.
 FL1004'1.7 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL1004'STATION AT KINGS MILL, GRAY COUNTY, 15.6 FEET SOUTHEAST OF MILEPOST
 FL1004'504, 267 YARDS EAST OF THE PANHANDLE REFINING CO. PLANT, 86.4 FET
 FL1004'SOUTHEAST OF THE SOUTHEAST RAIL OF THE EAST-BOUND TRACK, AND 1.4 FEET
 FL1004'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 FL1004'SURVEY STANDARD DISK, STAMPED T C 21 1926 AND SET IN THE TOP OF A
 FL1004'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1001 ***********************************************************************
 FL1001  DESIGNATION -  T C 22
 FL1001  PID         -  FL1001
 FL1001  STATE/COUNTY-  TX/GRAY
 FL1001  USGS QUAD   -  KINGSMILL (1966)
 FL1001
 FL1001                         *CURRENT SURVEY CONTROL
 FL1001  ___________________________________________________________________
 FL1001* NAD 83(1986)-  35 29 01.     (N)    101 04 10.     (W)     SCALED    
 FL1001* NAVD 88     -      1007.556  (meters)    3305.62   (feet)  ADJUSTED  
 FL1001  ___________________________________________________________________
 FL1001  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1001  DYNAMIC HT  -        1006.436 (meters)    3301.95  (feet)  COMP
 FL1001  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 FL1001
 FL1001  VERT ORDER  -  SECOND    CLASS 0
 FL1001
 FL1001.The horizontal coordinates were scaled from a topographic map and have
 FL1001.an estimated accuracy of +/- 6 seconds.
 FL1001
 FL1001.The orthometric height was determined by differential leveling
 FL1001.and adjusted by the National Geodetic Survey in June 1991..
 FL1001
 FL1001.The geoid height was determined by GEOID03.
 FL1001
 FL1001.The dynamic height is computed by dividing the NAVD 88
 FL1001.geopotential number by the normal gravity value computed on the
 FL1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1001.degrees latitude (g = 980.6199 gals.).
 FL1001
 FL1001.The modeled gravity was interpolated from observed gravity values.
 FL1001
 FL1001;                    North         East    Units  Estimated Accuracy
 FL1001;SPC TX N     - 1,164,670.      239,070.      MT  (+/- 180 meters Scaled)
 FL1001
 FL1001                          SUPERSEDED SURVEY CONTROL
 FL1001
 FL1001  NGVD 29 (??/??/92) 1007.132  (m)         3304.23   (f) ADJ UNCH    2 0
 FL1001
 FL1001.Superseded values are not recommended for survey control.
 FL1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1001.See file dsdata.txt to determine how the superseded data were derived.
 FL1001
 FL1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE122286(NAD 83)
 FL1001_MARKER: DD = SURVEY DISK
 FL1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1001_STAMPING: T C 22 1926
 FL1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1001+STABILITY: SURFACE MOTION
 FL1001
 FL1001  HISTORY     - Date     Condition        Report By
 FL1001  HISTORY     - 1926     MONUMENTED       USGS
 FL1001  HISTORY     - 1943     POOR             NGS
 FL1001
 FL1001                          STATION DESCRIPTION
 FL1001
 FL1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1001'0.1 MI SW FROM KINGS MILL.
 FL1001'0.1 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL1001'STATION AT KINGS MILL, GRAY COUNTY, 0.5 MILE SOUTHWEST OF A ROAD
 FL1001'CROSSING, 21.8 FEET SOUTHEAST OF MILEPOST 506, AND 92.6 FEET SOUTHEAST
 FL1001'OF THE SOUTHEAST RAIL OF THE EAST-BOUND TRACK.  A UNITED STATES
 FL1001'GEOLOGICAL SURVEY STANDARD DISK, STAMPED T C 22 1926 AND SET IN THE
 FL1001'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0998 ***********************************************************************
 FL0998  DESIGNATION -  T C 23
 FL0998  PID         -  FL0998
 FL0998  STATE/COUNTY-  TX/CARSON
 FL0998  USGS QUAD   -  KINGSMILL (1966)
 FL0998
 FL0998                         *CURRENT SURVEY CONTROL
 FL0998  ___________________________________________________________________
 FL0998* NAD 83(1986)-  35 28 10.     (N)    101 06 01.     (W)     SCALED    
 FL0998* NAVD 88     -      1011.384  (meters)    3318.18   (feet)  ADJUSTED  
 FL0998  ___________________________________________________________________
 FL0998  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL0998  DYNAMIC HT  -        1010.256 (meters)    3314.48  (feet)  COMP
 FL0998  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 FL0998
 FL0998  VERT ORDER  -  SECOND    CLASS 0
 FL0998
 FL0998.The horizontal coordinates were scaled from a topographic map and have
 FL0998.an estimated accuracy of +/- 6 seconds.
 FL0998
 FL0998.The orthometric height was determined by differential leveling
 FL0998.and adjusted by the National Geodetic Survey in June 1991..
 FL0998
 FL0998.The geoid height was determined by GEOID03.
 FL0998
 FL0998.The dynamic height is computed by dividing the NAVD 88
 FL0998.geopotential number by the normal gravity value computed on the
 FL0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0998.degrees latitude (g = 980.6199 gals.).
 FL0998
 FL0998.The modeled gravity was interpolated from observed gravity values.
 FL0998
 FL0998;                    North         East    Units  Estimated Accuracy
 FL0998;SPC TX N     - 1,163,090.      236,280.      MT  (+/- 180 meters Scaled)
 FL0998
 FL0998                          SUPERSEDED SURVEY CONTROL
 FL0998
 FL0998  NGVD 29 (??/??/92) 1010.958  (m)         3316.78   (f) ADJ UNCH    2 0
 FL0998
 FL0998.Superseded values are not recommended for survey control.
 FL0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0998.See file dsdata.txt to determine how the superseded data were derived.
 FL0998
 FL0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE094271(NAD 83)
 FL0998_MARKER: DD = SURVEY DISK
 FL0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0998_STAMPING: T C 23 1926
 FL0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0998+STABILITY: SURFACE MOTION
 FL0998
 FL0998  HISTORY     - Date     Condition        Report By
 FL0998  HISTORY     - 1926     MONUMENTED       USGS
 FL0998  HISTORY     - 1943     GOOD             NGS
 FL0998
 FL0998                          STATION DESCRIPTION
 FL0998
 FL0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0998'2.1 MI SW FROM KINGS MILL.
 FL0998'IN CARSON COUNTY, 2.1 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE
 FL0998'RAILWAY FROM THE STATION AT KINGS MILL, GRAY COUNTY, 25 FEET EAST OF
 FL0998'MILEPOST 508, AT A HIGH BANK, 92.7 FEET SOUTHEAST OF THE SOUTHEAST
 FL0998'RAIL OF THE MAIN TRACK, 38 FEET NORTHWEST OF THE CENTERLINE OF U. S.
 FL0998'HIGHWAY 60, AND 1.6 FEET NORTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 FL0998'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED T C 23 1926
 FL0998'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 FL0998'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0997 ***********************************************************************
 FL0997  DESIGNATION -  T C 24
 FL0997  PID         -  FL0997
 FL0997  STATE/COUNTY-  TX/CARSON
 FL0997  USGS QUAD   -  WHITE DEER (1965)
 FL0997
 FL0997                         *CURRENT SURVEY CONTROL
 FL0997  ___________________________________________________________________
 FL0997* NAD 83(1986)-  35 27 14.     (N)    101 07 54.     (W)     SCALED    
 FL0997* NAVD 88     -      1005.698  (meters)    3299.53   (feet)  ADJUSTED  
 FL0997  ___________________________________________________________________
 FL0997  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL0997  DYNAMIC HT  -        1004.570 (meters)    3295.83  (feet)  COMP
 FL0997  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 FL0997
 FL0997  VERT ORDER  -  SECOND    CLASS 0
 FL0997
 FL0997.The horizontal coordinates were scaled from a topographic map and have
 FL0997.an estimated accuracy of +/- 6 seconds.
 FL0997
 FL0997.The orthometric height was determined by differential leveling
 FL0997.and adjusted by the National Geodetic Survey in June 1991..
 FL0997
 FL0997.The geoid height was determined by GEOID03.
 FL0997
 FL0997.The dynamic height is computed by dividing the NAVD 88
 FL0997.geopotential number by the normal gravity value computed on the
 FL0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0997.degrees latitude (g = 980.6199 gals.).
 FL0997
 FL0997.The modeled gravity was interpolated from observed gravity values.
 FL0997
 FL0997;                    North         East    Units  Estimated Accuracy
 FL0997;SPC TX N     - 1,161,350.      233,440.      MT  (+/- 180 meters Scaled)
 FL0997
 FL0997                          SUPERSEDED SURVEY CONTROL
 FL0997
 FL0997  NGVD 29 (??/??/92) 1005.267  (m)         3298.11   (f) ADJ UNCH    2 0
 FL0997
 FL0997.Superseded values are not recommended for survey control.
 FL0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0997.See file dsdata.txt to determine how the superseded data were derived.
 FL0997
 FL0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE065254(NAD 83)
 FL0997_MARKER: DD = SURVEY DISK
 FL0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0997_STAMPING: T C 24 1926
 FL0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0997+STABILITY: SURFACE MOTION
 FL0997
 FL0997  HISTORY     - Date     Condition        Report By
 FL0997  HISTORY     - 1926     MONUMENTED       USGS
 FL0997  HISTORY     - 1943     GOOD             NGS
 FL0997
 FL0997                          STATION DESCRIPTION
 FL0997
 FL0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0997'4.1 MI SW FROM KINGS MILL.
 FL0997'IN CARSON COUNTY, 4.1 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE
 FL0997'RAILWAY FROM THE STATION AT KINGS MILL, GRAY COUNTY, 20 FEET SOUTHEAST
 FL0997'OF MILEPOST 510, 300 FEET NORTHEAST OF THE CENTERLINE OF A
 FL0997'NORTHWEST-SOUTHEAST DIRT ROAD, 90 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FL0997'OF THE MAIN TRACK, 35 FEET NORTHWEST OF THE CENERLINE OF U. S. HIGHWAY
 FL0997'60, AND 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES
 FL0997'GEOLOGICAL SURVEY STANDARD DISK, STAMPED T C 24 1926 AND SET IN THE
 FL0997'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0996 ***********************************************************************
 FL0996  DESIGNATION -  T C 25
 FL0996  PID         -  FL0996
 FL0996  STATE/COUNTY-  TX/CARSON
 FL0996  USGS QUAD   -  WHITE DEER (1965)
 FL0996
 FL0996                         *CURRENT SURVEY CONTROL
 FL0996  ___________________________________________________________________
 FL0996* NAD 83(1986)-  35 26 25.     (N)    101 09 44.     (W)     SCALED    
 FL0996* NAVD 88     -      1019.213  (meters)    3343.87   (feet)  ADJUSTED  
 FL0996  ___________________________________________________________________
 FL0996  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL0996  DYNAMIC HT  -        1018.062 (meters)    3340.09  (feet)  COMP
 FL0996  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 FL0996
 FL0996  VERT ORDER  -  SECOND    CLASS 0
 FL0996
 FL0996.The horizontal coordinates were scaled from a topographic map and have
 FL0996.an estimated accuracy of +/- 6 seconds.
 FL0996
 FL0996.The orthometric height was determined by differential leveling
 FL0996.and adjusted by the National Geodetic Survey in June 1991..
 FL0996
 FL0996.The geoid height was determined by GEOID03.
 FL0996
 FL0996.The dynamic height is computed by dividing the NAVD 88
 FL0996.geopotential number by the normal gravity value computed on the
 FL0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0996.degrees latitude (g = 980.6199 gals.).
 FL0996
 FL0996.The modeled gravity was interpolated from observed gravity values.
 FL0996
 FL0996;                    North         East    Units  Estimated Accuracy
 FL0996;SPC TX N     - 1,159,830.      230,670.      MT  (+/- 180 meters Scaled)
 FL0996
 FL0996                          SUPERSEDED SURVEY CONTROL
 FL0996
 FL0996  NGVD 29 (??/??/92) 1018.764  (m)         3342.39   (f) ADJ UNCH    2 0
 FL0996
 FL0996.Superseded values are not recommended for survey control.
 FL0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0996.See file dsdata.txt to determine how the superseded data were derived.
 FL0996
 FL0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE037240(NAD 83)
 FL0996_MARKER: DD = SURVEY DISK
 FL0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0996_STAMPING: T C 25 1926
 FL0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0996+STABILITY: SURFACE MOTION
 FL0996
 FL0996  HISTORY     - Date     Condition        Report By
 FL0996  HISTORY     - 1926     MONUMENTED       USGS
 FL0996  HISTORY     - 1943     GOOD             NGS
 FL0996
 FL0996                          STATION DESCRIPTION
 FL0996
 FL0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0996'0.8 MI NE FROM WHITE DEER.
 FL0996'0.8 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0996'STATION AT WHITE DEER, CARSON COUNTY, 25 FEET EAST OF MILEPOST 512,
 FL0996'NEAR A SMALL FARMHOUSE, 83 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 FL0996'MAIN TRACK, 36 FEET NORTHWEST OF THE CENTERLINE OF U. S. HIGHWAY 60,
 FL0996'AND 1.2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES
 FL0996'GEOLOGICAL SURVEY STANDARD DISK, STAMPED T C 25 1926 AND SET IN THE
 FL0996'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1371 ***********************************************************************
 FL1371  DESIGNATION -  T C 40
 FL1371  PID         -  FL1371
 FL1371  STATE/COUNTY-  TX/CARSON
 FL1371  USGS QUAD   -  DEAL (1953)
 FL1371
 FL1371                         *CURRENT SURVEY CONTROL
 FL1371  ___________________________________________________________________
 FL1371* NAD 83(1986)-  35 35 29.     (N)    101 34 27.     (W)     SCALED    
 FL1371* NAVD 88     -      1004.449  (meters)    3295.43   (feet)  ADJUSTED  
 FL1371  ___________________________________________________________________
 FL1371  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 FL1371  DYNAMIC HT  -        1003.292 (meters)    3291.63  (feet)  COMP
 FL1371  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 FL1371
 FL1371  VERT ORDER  -  SECOND    CLASS 0
 FL1371
 FL1371.The horizontal coordinates were scaled from a topographic map and have
 FL1371.an estimated accuracy of +/- 6 seconds.
 FL1371
 FL1371.The orthometric height was determined by differential leveling
 FL1371.and adjusted by the National Geodetic Survey in June 1991..
 FL1371
 FL1371.The geoid height was determined by GEOID03.
 FL1371
 FL1371.The dynamic height is computed by dividing the NAVD 88
 FL1371.geopotential number by the normal gravity value computed on the
 FL1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1371.degrees latitude (g = 980.6199 gals.).
 FL1371
 FL1371.The modeled gravity was interpolated from observed gravity values.
 FL1371
 FL1371;                    North         East    Units  Estimated Accuracy
 FL1371;SPC TX N     - 1,176,550.      193,280.      MT  (+/- 180 meters Scaled)
 FL1371
 FL1371                          SUPERSEDED SURVEY CONTROL
 FL1371
 FL1371  NGVD 29 (??/??/92) 1003.981  (m)         3293.89   (f) ADJ UNCH    2 0
 FL1371
 FL1371.Superseded values are not recommended for survey control.
 FL1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1371.See file dsdata.txt to determine how the superseded data were derived.
 FL1371
 FL1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE667416(NAD 83)
 FL1371_MARKER: DD = SURVEY DISK
 FL1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1371_STAMPING: T.C. 40 1926
 FL1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1371+STABILITY: SURFACE MOTION
 FL1371
 FL1371  HISTORY     - Date     Condition        Report By
 FL1371  HISTORY     - 1926     MONUMENTED       USGS
 FL1371  HISTORY     - 1935     GOOD             NGS
 FL1371
 FL1371                          STATION DESCRIPTION
 FL1371
 FL1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1371'23.1 MI NE FROM AMERILLO.
 FL1371'33.1 MILES NORTHEAST OF C.R.I. AND G.R.R. DEPOT BY RAIL ALONG CHICAGO
 FL1371'ROCK ISLAND AND GULF RAILROAD BETWEEN AMARILLO AND STINNETT, IN FRONT
 FL1371'OF POSTOFFICE AT DEAL, IN SPACE RESERVED FOR POSTOFFICE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0451 ***********************************************************************
 FL0451  DESIGNATION -  T C 6
 FL0451  PID         -  FL0451
 FL0451  STATE/COUNTY-  TX/GRAY
 FL0451  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0451
 FL0451                         *CURRENT SURVEY CONTROL
 FL0451  ___________________________________________________________________
 FL0451* NAD 83(1986)-  35 20 35.     (N)    100 40 50.     (W)     SCALED    
 FL0451* NAVD 88     -       860.190  (meters)    2822.14   (feet)  ADJUSTED  
 FL0451  ___________________________________________________________________
 FL0451  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL0451  DYNAMIC HT  -         859.277 (meters)    2819.14  (feet)  COMP
 FL0451  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 FL0451
 FL0451  VERT ORDER  -  SECOND    CLASS 0
 FL0451
 FL0451.The horizontal coordinates were scaled from a topographic map and have
 FL0451.an estimated accuracy of +/- 6 seconds.
 FL0451
 FL0451.The orthometric height was determined by differential leveling
 FL0451.and adjusted by the National Geodetic Survey in June 1991..
 FL0451
 FL0451.The geoid height was determined by GEOID03.
 FL0451
 FL0451.The dynamic height is computed by dividing the NAVD 88
 FL0451.geopotential number by the normal gravity value computed on the
 FL0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0451.degrees latitude (g = 980.6199 gals.).
 FL0451
 FL0451.The modeled gravity was interpolated from observed gravity values.
 FL0451
 FL0451;                    North         East    Units  Estimated Accuracy
 FL0451;SPC TX N     - 1,149,300.      274,490.      MT  (+/- 180 meters Scaled)
 FL0451
 FL0451                          SUPERSEDED SURVEY CONTROL
 FL0451
 FL0451  NGVD 29 (??/??/92)  859.845  (m)         2821.01   (f) ADJ UNCH    2 0
 FL0451
 FL0451.Superseded values are not recommended for survey control.
 FL0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0451.See file dsdata.txt to determine how the superseded data were derived.
 FL0451
 FL0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE472123(NAD 83)
 FL0451_MARKER: DD = SURVEY DISK
 FL0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0451_STAMPING: T C 6 1926
 FL0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0451+STABILITY: SURFACE MOTION
 FL0451
 FL0451  HISTORY     - Date     Condition        Report By
 FL0451  HISTORY     - 1926     MONUMENTED       USGS
 FL0451  HISTORY     - 1943     GOOD             NGS
 FL0451
 FL0451                          STATION DESCRIPTION
 FL0451
 FL0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0451'8.1 MI N FROM MCLEAN.
 FL0451'8.1 MILES NORTH ALONG AN OILED ROAD FROM THE POST OFFICE AT MCLEAN,
 FL0451'THENCE 4.0 MILES WEST ALONG A GRADED ROAD.  1.0 MILE EAST OF A ROAD
 FL0451'INTERSECTION, NEAR THE TOP OF A HILL, 23 FEET NORTH OF THE CENTERLINE
 FL0451'OF THE ROAD, 21 FEET EAST OF THE CENTER OF A FENCE GATE, AND 6.3 FEET
 FL0451'NORTH OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 FL0451'STANDARD DISK, STAMPED T C 6 1926 AND SET IN THE TOP OF A CONCRETE
 FL0451'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0444 ***********************************************************************
 FL0444  DESIGNATION -  T C 9
 FL0444  PID         -  FL0444
 FL0444  STATE/COUNTY-  TX/GRAY
 FL0444  USGS QUAD   -  TAYLOR RANCH (1968)
 FL0444
 FL0444                         *CURRENT SURVEY CONTROL
 FL0444  ___________________________________________________________________
 FL0444* NAD 83(1986)-  35 20 51.     (N)    100 46 49.     (W)     SCALED    
 FL0444* NAVD 88     -       922.748  (meters)    3027.38   (feet)  ADJUSTED  
 FL0444  ___________________________________________________________________
 FL0444  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL0444  DYNAMIC HT  -         921.755 (meters)    3024.12  (feet)  COMP
 FL0444  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 FL0444
 FL0444  VERT ORDER  -  SECOND    CLASS 0
 FL0444
 FL0444.The horizontal coordinates were scaled from a topographic map and have
 FL0444.an estimated accuracy of +/- 6 seconds.
 FL0444
 FL0444.The orthometric height was determined by differential leveling
 FL0444.and adjusted by the National Geodetic Survey in June 1991..
 FL0444
 FL0444.The geoid height was determined by GEOID03.
 FL0444
 FL0444.The dynamic height is computed by dividing the NAVD 88
 FL0444.geopotential number by the normal gravity value computed on the
 FL0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0444.degrees latitude (g = 980.6199 gals.).
 FL0444
 FL0444.The modeled gravity was interpolated from observed gravity values.
 FL0444
 FL0444;                    North         East    Units  Estimated Accuracy
 FL0444;SPC TX N     - 1,149,730.      265,420.      MT  (+/- 180 meters Scaled)
 FL0444
 FL0444                          SUPERSEDED SURVEY CONTROL
 FL0444
 FL0444  NGVD 29 (??/??/92)  922.400  (m)         3026.24   (f) ADJ UNCH    2 0
 FL0444
 FL0444.Superseded values are not recommended for survey control.
 FL0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0444.See file dsdata.txt to determine how the superseded data were derived.
 FL0444
 FL0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE382130(NAD 83)
 FL0444_MARKER: DD = SURVEY DISK
 FL0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0444_STAMPING: T C 9 1926
 FL0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0444+STABILITY: SURFACE MOTION
 FL0444
 FL0444  HISTORY     - Date     Condition        Report By
 FL0444  HISTORY     - 1926     MONUMENTED       USGS
 FL0444
 FL0444                          STATION DESCRIPTION
 FL0444
 FL0444'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 FL0444'7.0 MI S FROM LEFORS.
 FL0444'7.0 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS,
 FL0444'51.7 FEET WEST OF THE CENTER OF A TRAIL CROSSING, 23.3 FEET WEST OF
 FL0444'THE RIGHT-OF-WAY FENCE, AND 3 FEET NORTH OF AN EAST-AND-WEST FENCE, A
 FL0444'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED T C 9 1926 AND
 FL0444'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2361 ***********************************************************************
 AH2361  DESIGNATION -  T P PILE
 AH2361  PID         -  AH2361
 AH2361  STATE/COUNTY-  TX/LYNN
 AH2361  USGS QUAD   -  SLATON NE (1979)
 AH2361
 AH2361                         *CURRENT SURVEY CONTROL
 AH2361  ___________________________________________________________________
 AH2361* NAD 83(1986)-  33 24 00.07121(N)    101 32 25.12192(W)     ADJUSTED  
 AH2361* NAVD 88     -       929.3    (meters)    3049.     (feet)  VERTCON   
 AH2361  ___________________________________________________________________
 AH2361  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AH2361  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AH2361
 AH2361  HORZ ORDER  -  THIRD
 AH2361
 AH2361.The horizontal coordinates were established by classical geodetic methods
 AH2361.and adjusted by the National Geodetic Survey in July 1998..
 AH2361
 AH2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2361
 AH2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2361
 AH2361.The geoid height was determined by GEOID03.
 AH2361
 AH2361;                    North         East     Units Scale Factor Converg.
 AH2361;SPC TXNC     - 2,196,304.894   317,232.456   MT  0.99989105   -1 39 29.4
 AH2361;SPC TXNC     - 7,205,710.31  1,040,786.82   sFT  0.99989105   -1 39 29.4
 AH2361;UTM  14      - 3,698,518.884   263,740.573   MT  1.00028823   -1 23 56.5
 AH2361
 AH2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2361!SPC TXNC     -   0.99985808  x   0.99989105  =   0.99974914
 AH2361!UTM  14      -   0.99985808  x   1.00028823  =   1.00014627
 AH2361
 AH2361                          SUPERSEDED SURVEY CONTROL
 AH2361
 AH2361  NGVD 29 (07/28/98)  928.9    (m)         3048.     (f) VERT ANG       
 AH2361
 AH2361.Superseded values are not recommended for survey control.
 AH2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2361.See file dsdata.txt to determine how the superseded data were derived.
 AH2361
 AH2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB6374198519(NAD 83)
 AH2361_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH2361
 AH2361  HISTORY     - Date     Condition        Report By
 AH2361  HISTORY     - 1965     MONUMENTED       USGS
 AH2361
 AH2361                          STATION DESCRIPTION
 AH2361
 AH2361'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2361'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0593 ***********************************************************************
 CR0593  DESIGNATION -  T T 13 T X
 CR0593  PID         -  CR0593
 CR0593  STATE/COUNTY-  TX/HENDERSON
 CR0593  USGS QUAD   -  MALLARD HILL (1984)
 CR0593
 CR0593                         *CURRENT SURVEY CONTROL
 CR0593  ___________________________________________________________________
 CR0593* NAD 83(1986)-  32 07 47.     (N)    095 53 48.     (W)     SCALED    
 CR0593* NAVD 88     -       141.221  (meters)     463.32   (feet)  ADJUSTED  
 CR0593  ___________________________________________________________________
 CR0593  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0593  DYNAMIC HT  -         141.056 (meters)     462.78  (feet)  COMP
 CR0593  MODELED GRAV-     979,472.6   (mgal)                       NAVD 88
 CR0593
 CR0593  VERT ORDER  -  SECOND    CLASS 0
 CR0593
 CR0593.The horizontal coordinates were scaled from a topographic map and have
 CR0593.an estimated accuracy of +/- 6 seconds.
 CR0593
 CR0593.The orthometric height was determined by differential leveling
 CR0593.and adjusted by the National Geodetic Survey in June 1991..
 CR0593
 CR0593.The geoid height was determined by GEOID03.
 CR0593
 CR0593.The dynamic height is computed by dividing the NAVD 88
 CR0593.geopotential number by the normal gravity value computed on the
 CR0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0593.degrees latitude (g = 980.6199 gals.).
 CR0593
 CR0593.The modeled gravity was interpolated from observed gravity values.
 CR0593
 CR0593;                    North         East    Units  Estimated Accuracy
 CR0593;SPC TXNC     - 2,054,390.      845,630.      MT  (+/- 180 meters Scaled)
 CR0593
 CR0593                          SUPERSEDED SURVEY CONTROL
 CR0593
 CR0593  NGVD 29 (??/??/92)  141.224  (m)          463.33   (f) ADJ UNCH    2 0
 CR0593
 CR0593.Superseded values are not recommended for survey control.
 CR0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0593.See file dsdata.txt to determine how the superseded data were derived.
 CR0593
 CR0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR267584(NAD 83)
 CR0593_MARKER: DD = SURVEY DISK
 CR0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0593_STAMPING: TT 13 TX 1946 463
 CR0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0593+STABILITY: SURFACE MOTION
 CR0593
 CR0593  HISTORY     - Date     Condition        Report By
 CR0593  HISTORY     - 1946     MONUMENTED       USGS
 CR0593  HISTORY     - 1947     GOOD             NGS
 CR0593  HISTORY     - 19951126 MARK NOT FOUND   USPSQD
 CR0593  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0593
 CR0593                          STATION DESCRIPTION
 CR0593
 CR0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0593'6.4 MI SW FROM ATHENS.
 CR0593'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 5.2 MILES SOUTHWEST
 CR0593'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, AT THE
 CR0593'JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 46.0 FEET SOUTHEAST OF THE
 CR0593'CENTER OF THE HIGHWAY, 44.0 FEET SOUTHWEST OF A 2-FOOT OAK TREE WHICH
 CR0593'IS IN LINE WITH THE CENTER OF A DIRT ROAD LEADING SOUTHEAST AND ALSO
 CR0593'AT THE CENTER OF A Y FORMED BY THE JUNCTION OF THE DIRT ROAD, 4.0 FEET
 CR0593'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 3.0 FEET SOUTHWEST OF A
 CR0593'REFERENCE POST, U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A CONCRETE
 CR0593'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
 CR0593
 CR0593                          STATION RECOVERY (1995)
 CR0593
 CR0593'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0593'MARK NOT FOUND.
 CR0593
 CR0593                          STATION RECOVERY (2004)
 CR0593
 CR0593'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0182 ***********************************************************************
 BL0182  DESIGNATION -  T T 18 P A
 BL0182  PID         -  BL0182
 BL0182  STATE/COUNTY-  TX/JEFFERSON
 BL0182  USGS QUAD   -  NOME (1984)
 BL0182
 BL0182                         *CURRENT SURVEY CONTROL
 BL0182  ___________________________________________________________________
 BL0182* NAD 83(1986)-  30 02 18.     (N)    094 24 28.     (W)     SCALED    
 BL0182* NAVD 88     -        14.09   (+/-2cm)      46.2    (feet)  VERTCON   
 BL0182  ___________________________________________________________________
 BL0182  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0182
 BL0182  VERT ORDER  -  THIRD (See Below)
 BL0182
 BL0182.The horizontal coordinates were scaled from a topographic map and have
 BL0182.an estimated accuracy of +/- 6 seconds.
 BL0182
 BL0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0182.The vertical order pertains to the NGVD 29 superseded value.
 BL0182
 BL0182.The geoid height was determined by GEOID03.
 BL0182
 BL0182;                    North         East    Units  Estimated Accuracy
 BL0182;SPC TXSC     - 4,253,070.    1,042,780.      MT  (+/- 180 meters Scaled)
 BL0182
 BL0182                          SUPERSEDED SURVEY CONTROL
 BL0182
 BL0182  NGVD 29 (??/??/??)   14.10   (m)           46.3    (f) RESET       3  
 BL0182
 BL0182.Superseded values are not recommended for survey control.
 BL0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0182.See file dsdata.txt to determine how the superseded data were derived.
 BL0182
 BL0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP642238(NAD 83)
 BL0182_MARKER: DD = SURVEY DISK
 BL0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0182_SP_SET: FOUNDATION
 BL0182_STAMPING: T T 18 P A 1954 46 FEET
 BL0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0182
 BL0182  HISTORY     - Date     Condition        Report By
 BL0182  HISTORY     - 1954     MONUMENTED       USGS
 BL0182  HISTORY     - 1955     GOOD             NGS
 BL0182  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0182  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 BL0182  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 BL0182  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0182  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0182  HISTORY     - 20030310 MARK NOT FOUND   USPSQD
 BL0182  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0182
 BL0182                          STATION DESCRIPTION
 BL0182
 BL0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BL0182'1.0 MI E FROM NOME.
 BL0182'1.0 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0182'STATION AT NOME, AT THE CROSSING OF STATE HIGHWAY 326, 31.6 FEET EAST
 BL0182'OF THE CENTER LINE OF THE HIGHWAY, 7.9 FEET NORTH OF THE NORTH RAIL,
 BL0182'0.7 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE WEST END OF THE
 BL0182'CONCRETE FOUNDATION OF AN ABANDONED SEMAPHORE.
 BL0182
 BL0182                          STATION RECOVERY (1972)
 BL0182
 BL0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0182'MARK NOT FOUND.
 BL0182
 BL0182                          STATION RECOVERY (1993)
 BL0182
 BL0182'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0182'MARK NOT FOUND.
 BL0182
 BL0182                          STATION RECOVERY (1994)
 BL0182
 BL0182'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0182'MARK NOT FOUND.
 BL0182
 BL0182                          STATION RECOVERY (2001)
 BL0182
 BL0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0182'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0182
 BL0182                          STATION RECOVERY (2001)
 BL0182
 BL0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0182'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0182
 BL0182                          STATION RECOVERY (2003)
 BL0182
 BL0182'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0182'MARK NOT FOUND.
 BL0182
 BL0182                          STATION RECOVERY (2004)
 BL0182
 BL0182'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0570 ***********************************************************************
 CR0570  DESIGNATION -  T T 3 W W
 CR0570  PID         -  CR0570
 CR0570  STATE/COUNTY-  TX/HENDERSON
 CR0570  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0570
 CR0570                         *CURRENT SURVEY CONTROL
 CR0570  ___________________________________________________________________
 CR0570* NAD 83(1986)-  32 04 50.     (N)    095 50 53.     (W)     SCALED    
 CR0570* NAVD 88     -        98.432  (meters)     322.94   (feet)  ADJUSTED  
 CR0570  ___________________________________________________________________
 CR0570  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CR0570  DYNAMIC HT  -          98.317 (meters)     322.56  (feet)  COMP
 CR0570  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 CR0570
 CR0570  VERT ORDER  -  SECOND    CLASS 0
 CR0570
 CR0570.The horizontal coordinates were scaled from a topographic map and have
 CR0570.an estimated accuracy of +/- 6 seconds.
 CR0570
 CR0570.The orthometric height was determined by differential leveling
 CR0570.and adjusted by the National Geodetic Survey in June 1991..
 CR0570
 CR0570.The geoid height was determined by GEOID03.
 CR0570
 CR0570.The dynamic height is computed by dividing the NAVD 88
 CR0570.geopotential number by the normal gravity value computed on the
 CR0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0570.degrees latitude (g = 980.6199 gals.).
 CR0570
 CR0570.The modeled gravity was interpolated from observed gravity values.
 CR0570
 CR0570;                    North         East    Units  Estimated Accuracy
 CR0570;SPC TXNC     - 2,049,060.      850,350.      MT  (+/- 180 meters Scaled)
 CR0570
 CR0570                          SUPERSEDED SURVEY CONTROL
 CR0570
 CR0570  NGVD 29 (??/??/92)   98.433  (m)          322.94   (f) ADJ UNCH    2 0
 CR0570
 CR0570.Superseded values are not recommended for survey control.
 CR0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0570.See file dsdata.txt to determine how the superseded data were derived.
 CR0570
 CR0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR311529(NAD 83)
 CR0570_MARKER: DD = SURVEY DISK
 CR0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0570_STAMPING: TT 3 WW 323 1946
 CR0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0570+STABILITY: SURFACE MOTION
 CR0570
 CR0570  HISTORY     - Date     Condition        Report By
 CR0570  HISTORY     - 1946     MONUMENTED       USGS
 CR0570  HISTORY     - 1947     GOOD             NGS
 CR0570
 CR0570                          STATION DESCRIPTION
 CR0570
 CR0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0570'11.3 MI E FROM CROSS ROADS.
 CR0570'4.0 MILES NORTHEAST ALONG FARM HIGHWAY 59 FROM CROSS ROADS SCHOOL,
 CR0570'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG A
 CR0570'DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.4 MILE
 CR0570'EAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 CR0570'THENCE 1.2 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.4 MILES
 CR0570'SOUTHEAST ALONG A DIRT TRACK ROAD, THENCE 1.4 MILES EAST ALONG A DIRT
 CR0570'TRACK ROAD TO A T ROAD JUNCTION AND THE SITE OF THE MARK, 0.3 MILE
 CR0570'NORTHWEST OF KOON KREEK KLUB, 55 FEET SOUTHWEST OF A FENCE, 29 FEET
 CR0570'SOUTHEAST OF A 6 INCH OAK TREE PAINTED USBM 322.5, 28 FEET SOUTHWEST
 CR0570'OF THE CENTER LINE OF A ROAD LEADING NORTHWEST, 18 FEET SOUTH OF THE
 CR0570'CENTER LINE OF AN EAST AND WEST ROAD, 2 FEET SOUTHEAST OF A 4X4 MARKER
 CR0570'POST.  A BRONZE GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE
 CR0570'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0306 ***********************************************************************
 CU0306  DESIGNATION -  T T 71
 CU0306  PID         -  CU0306
 CU0306  STATE/COUNTY-  TX/MITCHELL
 CU0306  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0306
 CU0306                         *CURRENT SURVEY CONTROL
 CU0306  ___________________________________________________________________
 CU0306* NAD 83(1986)-  32 22 17.     (N)    100 51 45.     (W)     SCALED    
 CU0306* NAVD 88     -       631.825  (meters)    2072.91   (feet)  ADJUSTED  
 CU0306  ___________________________________________________________________
 CU0306  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CU0306  DYNAMIC HT  -         630.982 (meters)    2070.15  (feet)  COMP
 CU0306  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 CU0306
 CU0306  VERT ORDER  -  FIRST     CLASS II
 CU0306
 CU0306.The horizontal coordinates were scaled from a topographic map and have
 CU0306.an estimated accuracy of +/- 6 seconds.
 CU0306
 CU0306.The orthometric height was determined by differential leveling
 CU0306.and adjusted by the National Geodetic Survey in June 1991..
 CU0306
 CU0306.The geoid height was determined by GEOID03.
 CU0306
 CU0306.The dynamic height is computed by dividing the NAVD 88
 CU0306.geopotential number by the normal gravity value computed on the
 CU0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0306.degrees latitude (g = 980.6199 gals.).
 CU0306
 CU0306.The modeled gravity was interpolated from observed gravity values.
 CU0306
 CU0306;                    North         East    Units  Estimated Accuracy
 CU0306;SPC TXNC     - 2,080,650.      377,700.      MT  (+/- 180 meters Scaled)
 CU0306
 CU0306                          SUPERSEDED SURVEY CONTROL
 CU0306
 CU0306  NGVD 29 (??/??/92)  631.617  (m)         2072.23   (f) ADJ UNCH    1 2
 CU0306
 CU0306.Superseded values are not recommended for survey control.
 CU0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0306.See file dsdata.txt to determine how the superseded data were derived.
 CU0306
 CU0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA247831(NAD 83)
 CU0306_MARKER: DD = SURVEY DISK
 CU0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0306_STAMPING: T T 71 LEE 1948
 CU0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0306+STABILITY: SURFACE MOTION
 CU0306
 CU0306  HISTORY     - Date     Condition        Report By
 CU0306  HISTORY     - 1948     MONUMENTED       USGS
 CU0306  HISTORY     - 1956     GOOD             NGS
 CU0306
 CU0306                          STATION DESCRIPTION
 CU0306
 CU0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0306'2.25 MI S FROM COLORADO CITY.
 CU0306'0.8 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0306'COLORADO CITY, THENCE 0.6 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE
 CU0306'0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.45 MILE SOUTH ALONG
 CU0306'A WINDING PRIVATE ROAD, AT THE COLORADO CITY AIRPORT, 273 FEET WEST OF
 CU0306'THE CENTER OF THE ENTRANCE TO THE AIRPORT, 40 FEET SOUTH OF THE CENTER
 CU0306'LINE OF AN EAST AND WEST ROAD, 12 FEET EAST OF A FENCE CORNER, 2.5
 CU0306'FEET SOUTH OF A FENCE, 2.1 FEET EAST OF A WITNESS POST, SET IN THE TOP
 CU0306'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1843 ***********************************************************************
 AH1843  DESIGNATION -  T V TOWER
 AH1843  PID         -  AH1843
 AH1843  STATE/COUNTY-  TX/KARNES
 AH1843  USGS QUAD   -  GARFIELD (1987)
 AH1843
 AH1843                         *CURRENT SURVEY CONTROL
 AH1843  ___________________________________________________________________
 AH1843* NAD 83(1993)-  29 04 29.53560(N)    097 39 08.48684(W)     ADJUSTED  
 AH1843* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 AH1843  ___________________________________________________________________
 AH1843  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 AH1843  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AH1843
 AH1843  HORZ ORDER  -  THIRD
 AH1843
 AH1843.The horizontal coordinates were established by classical geodetic methods
 AH1843.and adjusted by the National Geodetic Survey in July 1998..
 AH1843
 AH1843.The orthometric height was scaled from a topographic map.
 AH1843
 AH1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1843
 AH1843.The geoid height was determined by GEOID03.
 AH1843
 AH1843;                    North         East     Units Scale Factor Converg.
 AH1843;SPC TXSC     - 4,138,351.574   731,198.573   MT  0.99987347   +0 39 36.8
 AH1843;SPC TXSC     -13,577,241.79  2,398,940.65   sFT  0.99987347   +0 39 36.8
 AH1843;UTM  14      - 3,217,030.463   631,172.021   MT  0.99981232   +0 39 17.9
 AH1843
 AH1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1843!SPC TXSC     -   0.99997826  x   0.99987347  =   0.99985174
 AH1843!UTM  14      -   0.99997826  x   0.99981232  =   0.99979059
 AH1843
 AH1843                          SUPERSEDED SURVEY CONTROL
 AH1843
 AH1843.No superseded survey control is available for this station.
 AH1843
 AH1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT3117217030(NAD 83)
 AH1843_MARKER: 43 = RADIO/TV TOWER
 AH1843
 AH1843  HISTORY     - Date     Condition        Report By
 AH1843  HISTORY     - 1963     FIRST OBSERVED   USGS
 AH1843
 AH1843                          STATION DESCRIPTION
 AH1843
 AH1843'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AH1843'LOCATED APPROXIMATELY 4.0 MI. NW. OF STATION --DAVY-ET 1963-- AND 15
 AH1843'MI. SSE. OF STATION --EAST NIXON-ET 1961--.
 AH1843'STATION MARK--CENTER OF TOP OF A T.V. TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8718 ***********************************************************************
 AB8718  SACS        -  This is a Secondary Airport Control Station.
 AB8718  DESIGNATION -  T02
 AB8718  PID         -  AB8718
 AB8718  STATE/COUNTY-  TX/BRAZORIA
 AB8718  USGS QUAD   -  FRIENDSWOOD (1995)
 AB8718
 AB8718                         *CURRENT SURVEY CONTROL
 AB8718  ___________________________________________________________________
 AB8718* NAD 83(1993)-  29 31 27.50246(N)    095 14 42.17250(W)     ADJUSTED  
 AB8718* NAVD 88     -        12.26   (meters)      40.2    (feet)  GPS OBS   
 AB8718  ___________________________________________________________________
 AB8718  X           -    -507,760.255 (meters)                     COMP
 AB8718  Y           -  -5,531,161.534 (meters)                     COMP
 AB8718  Z           -   3,124,592.057 (meters)                     COMP
 AB8718  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AB8718  ELLIP HEIGHT-         -14.84  (meters)          (01/22/00) GPS OBS
 AB8718  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AB8718
 AB8718  HORZ ORDER  -  FIRST
 AB8718  ELLP ORDER  -  FIFTH     CLASS I
 AB8718
 AB8718.This mark is at Clover Fld (T02) Airport (T02)
 AB8718
 AB8718.The horizontal coordinates were established by GPS observations
 AB8718.and adjusted by the National Geodetic Survey in December 1996..
 AB8718
 AB8718.The orthometric height was determined by GPS observations and a
 AB8718.high-resolution geoid model.
 AB8718
 AB8718.GPS derived orthometric heights for airport stations designated as
 AB8718.PACS or SACS are published to 2 decimal places.  This maintains
 AB8718.centimeter relative accuracy between the PACS and SACS.  It does
 AB8718.not indicate centimeter accuracy relative to other marks which are
 AB8718.part of the NAVD 88 network.
 AB8718
 AB8718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8718
 AB8718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8718
 AB8718.The ellipsoidal height was determined by GPS observations
 AB8718.and is referenced to NAD 83.
 AB8718
 AB8718.The geoid height was determined by GEOID03.
 AB8718
 AB8718;                    North         East     Units Scale Factor Converg.
 AB8718;SPC TXSC     - 4,193,247.192   963,906.446   MT  0.99986869   +1 50 22.6
 AB8718;SPC TXSC     -13,757,345.16  3,162,416.40   sFT  0.99986869   +1 50 22.6
 AB8718;UTM  15      - 3,268,177.912   282,416.258   MT  1.00018419   -1 06 24.4
 AB8718
 AB8718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8718!SPC TXSC     -   1.00000233  x   0.99986869  =   0.99987102
 AB8718!UTM  15      -   1.00000233  x   1.00018419  =   1.00018652
 AB8718
 AB8718:                Primary Azimuth Mark                     Grid Az
 AB8718:SPC TXSC     -  CLOVPORT                                 143 32 32.3
 AB8718:UTM  15      -  CLOVPORT                                 146 29 19.3
 AB8718
 AB8718|---------------------------------------------------------------------|
 AB8718| PID    Reference Object                     Distance      Geod. Az  |
 AB8718|                                                           dddmmss.s |
 AB8718| AW5551 CLOVPORT                            APPROX. 0.5 KM 1452254.9 |
 AB8718|---------------------------------------------------------------------|
 AB8718
 AB8718                          SUPERSEDED SURVEY CONTROL
 AB8718
 AB8718  ELLIP H (12/16/96)  -14.73   (m)                       GP(       ) 5 1
 AB8718
 AB8718.Superseded values are not recommended for survey control.
 AB8718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8718.See file dsdata.txt to determine how the superseded data were derived.
 AB8718
 AB8718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8241668178(NAD 83)
 AB8718_MARKER: I = METAL ROD
 AB8718_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8718_STAMPING: T02 1994
 AB8718_MARK LOGO: NGS   
 AB8718_PROJECTION: FLUSH
 AB8718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8718+STABILITY: POSITION/ELEVATION WELL
 AB8718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8718+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1995
 AB8718_ROD/PIPE-DEPTH: 5.12 meters
 AB8718_SLEEVE-DEPTH  : 1 meters
 AB8718
 AB8718  HISTORY     - Date     Condition        Report By
 AB8718  HISTORY     - 1994     MONUMENTED       NGS
 AB8718  HISTORY     - 19950509 GOOD             NGS
 AB8718
 AB8718                          STATION DESCRIPTION
 AB8718
 AB8718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDD)
 AB8718'THE STATION IS LOCATED IN THE STATE OF TEXAS, COUNTY OF BRAZORIA, CITY
 AB8718'OF FRIENDSWOOD, ON THE NORTHWEST SIDE OF CLOVER AIRFIELD NEAR RUNWAY
 AB8718'END 14R.  TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 518 AND
 AB8718'FARM ROAD 2351 IN FRIENDSWOOD, GO SOUTHWEST ON FARM ROAD 2351 FOR 1.75
 AB8718'MI (2.82 KM) TO COUNTY ROAD 127 ON THE RIGHT.  TURN RIGHT (NORTH) ONTO
 AB8718'COUNTY ROAD 127 AND PROCEED NORTHWEST FOR 0.5 MI (0.8 KM) TO COUNTY
 AB8718'ROAD 130 ON THE LEFT.  TURN LEFT (SOUTHWEST) ONTO COUNTY ROAD 130 AND
 AB8718'PROCEED 0.55 MI (0.89 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 AB8718'TURN RIGHT (NORTH) ON THE AIRPORT ENTRANCE ROAD AND PROCEED 0.30 MI
 AB8718'(0.48 KM) TO THE AIRPORT ADMINISTRATION BUILDING AND AIRPORT TERMINAL
 AB8718'ON THE RIGHT.  TO REACH THE STATION FROM THE CLOVER FIELD TERMINAL
 AB8718'RAMP, PROCEED NORTHWEST ON THE PRIMARY TAXIWAY, CROSSING SOD RUNWAY
 AB8718'ENDS 4 AND 9 AND CONTINUING ON THE TAXIWAY FOR 0.4 MI (0.6 KM) TO THE
 AB8718'STATION ON THE RIGHT.  THE STATION IS LOCATED 99.0 FT (30.2 M)
 AB8718'NORTHEAST FROM THE TAXIWAY CENTERLINE, 81.4 FT (24.8 M) SOUTHWEST FROM
 AB8718'THE EDGE OF RUNWAY 14R/32L, 50.1 FT (15.3 M) SOUTH SOUTHEAST FROM A
 AB8718'WHITE POLE MARKING A DRAINAGE PIPE, 48.3 FT (14.7 M) EAST SOUTHEAST
 AB8718'FROM A WHITE POLE MARKING A DRAINAGE PIPE, AND 2.0 FT (0.6 M)
 AB8718'SOUTHEAST OF A CARSONITE WITNESS POST AND CENTERED AND SURROUNDED BY 3
 AB8718'ORANGE PVC PIPES.  FOR ACCESS TO AIRFIELD, CONTACT MR.  PERRY BROWN
 AB8718'JR., P.O.  BOX 1164, FRIENDSWOOD, TEXAS 77546, PHONE (713) 482-7551.
 AB8718'STATION DESCRIBED BY RONALD A. ZEMAITIS, NGS, CHIEF OF PARTY,
 AB8718'11-21-94.  THIS STATION HAS BEEN SELECTED AS A SECONDARY AIRPORT
 AB8718'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6597 ***********************************************************************
 AB6597  SACS        -  This is a Secondary Airport Control Station.
 AB6597  DESIGNATION -  T04 A
 AB6597  PID         -  AB6597
 AB6597  STATE/COUNTY-  TX/WILLIAMSON
 AB6597  USGS QUAD   -  GEORGETOWN (1982)
 AB6597
 AB6597                         *CURRENT SURVEY CONTROL
 AB6597  ___________________________________________________________________
 AB6597* NAD 83(1993)-  30 40 53.48127(N)    097 41 07.17138(W)     ADJUSTED  
 AB6597* NAVD 88     -       240.46   (meters)     788.9    (feet)  GPS OBS   
 AB6597  ___________________________________________________________________
 AB6597  X           -    -734,227.684 (meters)                     COMP
 AB6597  Y           -  -5,440,959.970 (meters)                     COMP
 AB6597  Z           -   3,235,687.125 (meters)                     COMP
 AB6597  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AB6597  ELLIP HEIGHT-         214.26  (meters)          (05/01/01) GPS OBS
 AB6597  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AB6597
 AB6597  HORZ ORDER  -  FIRST
 AB6597  ELLP ORDER  -  FIFTH     CLASS I
 AB6597
 AB6597.This mark is at Georgetown Muni (T04) Airport (T04)
 AB6597
 AB6597.The horizontal coordinates were established by GPS observations
 AB6597.and adjusted by the National Geodetic Survey in September 1996..
 AB6597
 AB6597.The orthometric height was determined by GPS observations and a
 AB6597.high-resolution geoid model.
 AB6597
 AB6597.GPS derived orthometric heights for airport stations designated as
 AB6597.PACS or SACS are published to 2 decimal places.  This maintains
 AB6597.centimeter relative accuracy between the PACS and SACS.  It does
 AB6597.not indicate centimeter accuracy relative to other marks which are
 AB6597.part of the NAVD 88 network.
 AB6597
 AB6597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6597
 AB6597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6597
 AB6597.The ellipsoidal height was determined by GPS observations
 AB6597.and is referenced to NAD 83.
 AB6597
 AB6597.The geoid height was determined by GEOID03.
 AB6597
 AB6597;                    North         East     Units Scale Factor Converg.
 AB6597;SPC TX C     - 3,115,521.534   953,682.577   MT  0.99989723   +1 21 50.0
 AB6597;SPC TX C     -10,221,506.90  3,128,873.59   sFT  0.99989723   +1 21 50.0
 AB6597;UTM  14      - 3,395,044.781   625,927.312   MT  0.99979562   +0 40 15.3
 AB6597
 AB6597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6597!SPC TX C     -   0.99996635  x   0.99989723  =   0.99986359
 AB6597!UTM  14      -   0.99996635  x   0.99979562  =   0.99976198
 AB6597
 AB6597:                Primary Azimuth Mark                     Grid Az
 AB6597:SPC TX C     -  GEORGEPORT                               114 39 54.2
 AB6597:UTM  14      -  GEORGEPORT                               115 21 28.9
 AB6597
 AB6597|---------------------------------------------------------------------|
 AB6597| PID    Reference Object                     Distance      Geod. Az  |
 AB6597|                                                           dddmmss.s |
 AB6597| BM1093 GEORGEPORT                          APPROX. 0.5 KM 1160144.2 |
 AB6597|---------------------------------------------------------------------|
 AB6597
 AB6597                          SUPERSEDED SURVEY CONTROL
 AB6597
 AB6597  ELLIP H (09/05/96)  214.29   (m)                       GP(       ) 5 1
 AB6597
 AB6597.Superseded values are not recommended for survey control.
 AB6597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6597.See file dsdata.txt to determine how the superseded data were derived.
 AB6597
 AB6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2592795045(NAD 83)
 AB6597_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6597_SETTING: 66 = SET IN ROCK OUTCROP
 AB6597_STAMPING: T04 A 1995
 AB6597_MARK LOGO: NGS   
 AB6597_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6597+STABILITY: POSITION/ELEVATION WELL
 AB6597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6597+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6597
 AB6597  HISTORY     - Date     Condition        Report By
 AB6597  HISTORY     - 1995     MONUMENTED       NGS
 AB6597
 AB6597                          STATION DESCRIPTION
 AB6597
 AB6597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6597'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF GEORGETOWN AT THE
 AB6597'GEORGETOWN MUNICIPAL AIRPORT, IN THE MEDIAN OF RUNWAY 11-29 AND THE
 AB6597'PARALLEL TAXI.  OWNERSHIP--CITY OF GEORGETOWN.  AIRPORT MANAGER IS
 AB6597'TRAVIS MCLAIN, P.O.  BOX 409, GEORGETOWN, TX 78627-0409.  PHONE
 AB6597'512-930-3666.  STOP AT THE TERMINAL FOR PERMISSION TO OCCUPY THIS
 AB6597'STATION.TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AB6597'HIGHWAY 35 AND LAKEWAY DRIVE (COUNTY ROAD 190A) EXIT 264, ABOUT 4 KM
 AB6597'(2.50 MI) NORTH OF GEORGETOWN, GO WEST AND SOUTHWEST ON LAKEWAY DRIVE
 AB6597'FOR 0.63 KM (0.40 MI) TO A PAVED CROSSROAD (AIRPORT ROAD).  TURN
 AB6597'RIGHT, NORTHWEST, ON AIRPORT ROAD FOR 0.69 KM (0.40 MI) TO TERMINAL
 AB6597'ROAD ON THE LEFT.  TURN LEFT, SOUTHWEST, ON TERMINAL ROAD FOR 0.40 KM
 AB6597'(0.25 MI) TO THE TERMINAL.  TURN LEFT, SOUTH, ACROSS PARKING LOT FOR
 AB6597'50 M (164.0 FT) TO A GATE AT THE APRON.  PASS THROUGH THE GATE, TURN
 AB6597'RIGHT, WEST-NORTHWEST, ACROSS APRON FOR 0.10 KM (0.05 MI) TO A TAXI
 AB6597'LEADING TO THE WINDSOCK.  BEAR LEFT, WEST, ON TAXI FOR 0.09 KM (0.05
 AB6597'MI) TO RUNWAY 18-36.  CONTINUE WEST, CROSSING RUNWAY AND ALONG A TAXI
 AB6597'FOR 0.22 KM (0.15 MI) TO THE Y-JUNCTION OF TWO TAXIS.  BEAR RIGHT,
 AB6597'WEST-NORTHWEST, ALONG THE PARALLEL TAXI FOR 0.56 KM (0.35 MI) TO A
 AB6597'PAVED ROAD RIGHT LEADING TO A HANGAR AND THE STATION ON THE LEFT.  THE
 AB6597'STATION IS SET FLUSH IN THE TOP OF A 0.3 M (1.0 FT) X 0.4 M (1.3 FT)
 AB6597'AREA OF EXPOSED BEDROCK. IT IS 60.2 M (197.5 FT) SOUTH-SOUTHWEST OF
 AB6597'THE INTERSECTION OF THE TAXI AND THE PAVED ROAD, 54.9 M (180.1 FT)
 AB6597'EAST-SOUTHEAST OF THE CENTER OF THE TAXI, 54.7 M (179.5 FT)
 AB6597'NORTH-NORTHEAST OF THE CENTER OF THE RUNWAY, AND 1.1 M (3.6 FT) EAST
 AB6597'OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8289 ***********************************************************************
 AC8289  SACS        -  This is a Secondary Airport Control Station.
 AC8289  DESIGNATION -  T12 A
 AC8289  PID         -  AC8289
 AC8289  STATE/COUNTY-  TX/JASPER
 AC8289  USGS QUAD   -  KIRBYVILLE (1984)
 AC8289
 AC8289                         *CURRENT SURVEY CONTROL
 AC8289  ___________________________________________________________________
 AC8289* NAD 83(1993)-  30 38 36.07581(N)    093 54 40.37608(W)     ADJUSTED  
 AC8289* NAVD 88     -        34.54   (meters)     113.3    (feet)  GPS OBS   
 AC8289  ___________________________________________________________________
 AC8289  X           -    -374,630.003 (meters)                     COMP
 AC8289  Y           -  -5,479,464.377 (meters)                     COMP
 AC8289  Z           -   3,231,941.488 (meters)                     COMP
 AC8289  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AC8289  ELLIP HEIGHT-           6.95  (meters)          (03/15/01) GPS OBS
 AC8289  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AC8289
 AC8289  HORZ ORDER  -  FIRST
 AC8289  ELLP ORDER  -  FOURTH    CLASS I
 AC8289
 AC8289.This mark is at Kirbyville (T12) Airport (T12)
 AC8289
 AC8289.The horizontal coordinates were established by GPS observations
 AC8289.and adjusted by the National Geodetic Survey in May 1997..
 AC8289
 AC8289.The orthometric height was determined by GPS observations and a
 AC8289.high-resolution geoid model.
 AC8289
 AC8289.GPS derived orthometric heights for airport stations designated as
 AC8289.PACS or SACS are published to 2 decimal places.  This maintains
 AC8289.centimeter relative accuracy between the PACS and SACS.  It does
 AC8289.not indicate centimeter accuracy relative to other marks which are
 AC8289.part of the NAVD 88 network.
 AC8289
 AC8289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8289
 AC8289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8289
 AC8289.The ellipsoidal height was determined by GPS observations
 AC8289.and is referenced to NAD 83.
 AC8289
 AC8289.The geoid height was determined by GEOID03.
 AC8289
 AC8289;                    North         East     Units Scale Factor Converg.
 AC8289;SPC TX C     - 3,126,034.348 1,315,207.663   MT  0.99990115   +3 18 28.0
 AC8289;SPC TX C     -10,255,997.69  4,314,977.14   sFT  0.99990115   +3 18 28.0
 AC8289;UTM  15      - 3,390,431.635   412,685.992   MT  0.99969405   -0 27 52.1
 AC8289
 AC8289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8289!SPC TX C     -   0.99999891  x   0.99990115  =   0.99990006
 AC8289!UTM  15      -   0.99999891  x   0.99969405  =   0.99969296
 AC8289
 AC8289|---------------------------------------------------------------------|
 AC8289| PID    Reference Object                     Distance      Geod. Az  |
 AC8289|                                                           dddmmss.s |
 AC8289| BK3350 KIRPORT                             362.548 METERS 31813     |
 AC8289|---------------------------------------------------------------------|
 AC8289
 AC8289                          SUPERSEDED SURVEY CONTROL
 AC8289
 AC8289  ELLIP H (05/06/97)    7.09   (m)                       GP(       ) 4 1
 AC8289
 AC8289.Superseded values are not recommended for survey control.
 AC8289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8289.See file dsdata.txt to determine how the superseded data were derived.
 AC8289
 AC8289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1268690432(NAD 83)
 AC8289_MARKER: I = METAL ROD
 AC8289_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8289_STAMPING: T12 A 1995
 AC8289_MARK LOGO: NGS   
 AC8289_PROJECTION: RECESSED 8 CENTIMETERS
 AC8289_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8289+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8289_ROD/PIPE-DEPTH: 7.6  meters
 AC8289_SLEEVE-DEPTH  : 1.0 meters
 AC8289
 AC8289  HISTORY     - Date     Condition        Report By
 AC8289  HISTORY     - 1995     MONUMENTED       NGS
 AC8289
 AC8289                          STATION DESCRIPTION
 AC8289
 AC8289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC8289'THE STATION IS LOCATED ABOUT 1.85 MI (2.98 KM) SOUTHWEST OF KIRBYVILLE
 AC8289'AT THE KIRBYVILLE AIRPORT.  OWNERSHIP--JASPER COUNTY.  FOR ACCESS TO
 AC8289'THE AIRPORT, CONTACT MR.  JAMES E.  SMITH, JASPER COUNTY COMMISSIONER,
 AC8289'PRECINCT 3, P.O.  BOX 381, KIRBYVILLE, TX.  75956. PHONE (409)
 AC8289'423-4791.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 96
 AC8289'AND FARM ROAD 1013 IN KIRBYVILLE, GO SOUTH ON U.S. HIGHWAY 96 FOR 1.45
 AC8289'MI (2.33 KM) TO FARM ROAD 82 ON THE RIGHT.  TURN RIGHT AND PROCEED
 AC8289'WEST FOR 0.85 MI (1.37 KM) TO THE ENTRANCE ON THE RIGHT.  TURN RIGHT
 AC8289'AND GO FOR 0.1 MI (0.2 KM) TO A LOCKED GATE (KEY MAY BE OBTAINED FROM
 AC8289'MR.  SMITH) .  PASS THROUGH THE GATE AND CONTINUE FOR 0.1 MI (0.2 KM)
 AC8289'TO THE RUNWAY.  TURN RIGHT AND PROCEED SOUTHEAST ALONG THE RUNWAY FOR
 AC8289'0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 44.5 M
 AC8289'(146.0 FT) SOUTH-SOUTHWEST OF A PK NAIL AND WASHER NEAR CENTERLINE END
 AC8289'31, 43.9 M (144.0 FT) SOUTH-SOUTHWEST OF THE PHYSICAL END OF THE
 AC8289'RUNWAY, AND 3.7 M (12.1 FT) NORTH-NORTHEAST OF A DITCH RUNNING
 AC8289'NORTHWEST-SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2825 ***********************************************************************
 AB2825  PACS        -  This is a Primary Airport Control Station.
 AB2825  DESIGNATION -  T15 A
 AB2825  PID         -  AB2825
 AB2825  STATE/COUNTY-  TX/FALLS
 AB2825  USGS QUAD   -  MC CLANAHAN (1978)
 AB2825
 AB2825                         *CURRENT SURVEY CONTROL
 AB2825  ___________________________________________________________________
 AB2825* NAD 83(1993)-  31 20 07.31855(N)    096 51 08.38238(W)     ADJUSTED  
 AB2825* NAVD 88     -       121.75   (meters)     399.4    (feet)  GPS OBS   
 AB2825  ___________________________________________________________________
 AB2825  X           -    -650,581.415 (meters)                     COMP
 AB2825  Y           -  -5,413,879.509 (meters)                     COMP
 AB2825  Z           -   3,297,759.075 (meters)                     COMP
 AB2825  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AB2825  ELLIP HEIGHT-          95.89  (meters)          (10/24/00) GPS OBS
 AB2825  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AB2825
 AB2825  HORZ ORDER  -  B
 AB2825  ELLP ORDER  -  FOURTH    CLASS II
 AB2825
 AB2825.This mark is at Marlin (T15) Airport (T15)
 AB2825
 AB2825.The horizontal coordinates were established by GPS observations
 AB2825.and adjusted by the National Geodetic Survey in February 1996..
 AB2825
 AB2825.The orthometric height was determined by GPS observations and a
 AB2825.high-resolution geoid model.
 AB2825
 AB2825.GPS derived orthometric heights for airport stations designated as
 AB2825.PACS or SACS are published to 2 decimal places.  This maintains
 AB2825.centimeter relative accuracy between the PACS and SACS.  It does
 AB2825.not indicate centimeter accuracy relative to other marks which are
 AB2825.part of the NAVD 88 network.
 AB2825
 AB2825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2825
 AB2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2825
 AB2825.The ellipsoidal height was determined by GPS observations
 AB2825.and is referenced to NAD 83.
 AB2825
 AB2825.The geoid height was determined by GEOID03.
 AB2825
 AB2825;                    North         East     Units Scale Factor Converg.
 AB2825;SPC TX C     - 3,190,167.604 1,031,194.023   MT  0.99989867   +1 47 34.5
 AB2825;SPC TX C     -10,466,408.21  3,383,175.72   sFT  0.99989867   +1 47 34.5
 AB2825;UTM  14      - 3,468,762.037   704,330.835   MT  1.00011500   +1 07 02.2
 AB2825
 AB2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2825!SPC TX C     -   0.99998494  x   0.99989867  =   0.99988361
 AB2825!UTM  14      -   0.99998494  x   1.00011500  =   1.00009994
 AB2825
 AB2825:                Primary Azimuth Mark                     Grid Az
 AB2825:SPC TX C     -  MARPORT                                  358 54 41.6
 AB2825:UTM  14      -  MARPORT                                  359 35 13.9
 AB2825
 AB2825|---------------------------------------------------------------------|
 AB2825| PID    Reference Object                     Distance      Geod. Az  |
 AB2825|                                                           dddmmss.s |
 AB2825| BZ1442 MARPORT                             493.378 METERS 0004216.1 |
 AB2825|---------------------------------------------------------------------|
 AB2825
 AB2825                          SUPERSEDED SURVEY CONTROL
 AB2825
 AB2825  ELLIP H (02/20/96)   95.97   (m)                       GP(       ) 1 1
 AB2825
 AB2825.Superseded values are not recommended for survey control.
 AB2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2825.See file dsdata.txt to determine how the superseded data were derived.
 AB2825
 AB2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV0433168762(NAD 83)
 AB2825_MARKER: I = METAL ROD
 AB2825_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2825_STAMPING: T15 A 1995
 AB2825_MARK LOGO: NGS   
 AB2825_PROJECTION: PROJECTING 3 CENTIMETERS
 AB2825_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2825+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2825_ROD/PIPE-DEPTH: 7.31 meters
 AB2825_SLEEVE-DEPTH  : 0.90 meters
 AB2825
 AB2825  HISTORY     - Date     Condition        Report By
 AB2825  HISTORY     - 1995     MONUMENTED       NGS
 AB2825  HISTORY     - 20010317 GOOD             USPSQD
 AB2825  HISTORY     - 20031010 GOOD             USPSQD
 AB2825
 AB2825                          STATION DESCRIPTION
 AB2825
 AB2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2825'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF MARLIN AT THE
 AB2825'MARLIN AIRFIELD, IN GRASS ADJACENT TO A PAVED PARKING LOT ON THE WEST
 AB2825'SIDE OF THE NATIONAL GUARD ARMORY, AND AT THE SOUTH END OF THE
 AB2825'AIRFIELD.  OWNERSHIP--CITY OF MARLIN, C/O HAROLD UNDERWOOD, P.O.  BOX
 AB2825'980, MARLIN, TX 76661.  PHONE 817-883-5542.  TO REACH FROM THE
 AB2825'JUNCTION OF STATE HIGHWAY 6 AND FARM ROAD 147 ON THE NORTHEAST SIDE OF
 AB2825'MARLIN, GO NORTHEAST ON FARM ROAD 147 FOR 3.1 KM (1.90 MI) TO THE
 AB2825'ENTRANCE TO THE NATIONAL GUARD ARMORY ON THE LEFT.  TURN LEFT, NORTH,
 AB2825'ON THE ENTRANCE ROAD FOR 50 M (164.0 FT) TO A PARKING LOT ON THE LEFT
 AB2825'AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER
 AB2825'OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AB2825'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AB2825'PROJECTING 3 CM ABOVE GROUND.  IT IS 74.6 M (244.8 FT) NORTHEAST OF
 AB2825'THE CENTER OF FARM ROAD 147, 34.7 M (113.8 FT) WEST OF THE SOUTHWEST
 AB2825'CORNER OF THE ARMORY BUILDING AND IN LINE WITH THE FRONT OF THE
 AB2825'BUILDING, 21.7 M (71.2 FT) SOUTH OF THE NORTHWEST CORNER OF THE
 AB2825'PARKING LOT, 0.9 M (3.0 FT) WEST OF THE WEST EDGE OF THE PARKING LOT,
 AB2825'AND 0.6 M (2.0 FT) WEST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
 AB2825
 AB2825                          STATION RECOVERY (2001)
 AB2825
 AB2825'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 AB2825'RECOVERED IN GOOD CONDITION.
 AB2825
 AB2825                          STATION RECOVERY (2003)
 AB2825
 AB2825'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AB2825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3197 ***********************************************************************
 AB3197  PACS        -  This is a Primary Airport Control Station.
 AB3197  DESIGNATION -  T18 A
 AB3197  PID         -  AB3197
 AB3197  STATE/COUNTY-  TX/BROOKS
 AB3197  USGS QUAD   -  FLOWELLA (1963)
 AB3197
 AB3197                         *CURRENT SURVEY CONTROL
 AB3197  ___________________________________________________________________
 AB3197* NAD 83(1993)-  27 12 25.00670(N)    098 07 15.24151(W)     ADJUSTED  
 AB3197* NAVD 88     -        32.98   (meters)     108.2    (feet)  GPS OBS   
 AB3197  ___________________________________________________________________
 AB3197  X           -    -801,868.115 (meters)                     COMP
 AB3197  Y           -  -5,619,523.219 (meters)                     COMP
 AB3197  Z           -   2,898,631.446 (meters)                     COMP
 AB3197  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AB3197  ELLIP HEIGHT-           7.21  (meters)          (10/24/00) GPS OBS
 AB3197  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AB3197
 AB3197  HORZ ORDER  -  B
 AB3197  ELLP ORDER  -  FOURTH    CLASS II
 AB3197
 AB3197.This mark is at Brooks Co (T18) Airport (T18)
 AB3197
 AB3197.The horizontal coordinates were established by GPS observations
 AB3197.and adjusted by the National Geodetic Survey in February 1996..
 AB3197
 AB3197.The orthometric height was determined by GPS observations and a
 AB3197.high-resolution geoid model.
 AB3197
 AB3197.GPS derived orthometric heights for airport stations designated as
 AB3197.PACS or SACS are published to 2 decimal places.  This maintains
 AB3197.centimeter relative accuracy between the PACS and SACS.  It does
 AB3197.not indicate centimeter accuracy relative to other marks which are
 AB3197.part of the NAVD 88 network.
 AB3197
 AB3197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3197
 AB3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3197
 AB3197.The ellipsoidal height was determined by GPS observations
 AB3197.and is referenced to NAD 83.
 AB3197
 AB3197.The geoid height was determined by GEOID03.
 AB3197
 AB3197;                    North         East     Units Scale Factor Converg.
 AB3197;SPC TX S     - 5,170,706.676   337,554.596   MT  0.99990122   +0 10 19.6
 AB3197;SPC TX S     -16,964,226.82  1,107,460.37   sFT  0.99990122   +0 10 19.6
 AB3197;UTM  14      - 3,009,662.171   587,061.803   MT  0.99969357   +0 24 07.0
 AB3197
 AB3197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3197!SPC TX S     -   0.99999887  x   0.99990122  =   0.99990009
 AB3197!UTM  14      -   0.99999887  x   0.99969357  =   0.99969244
 AB3197
 AB3197:                Primary Azimuth Mark                     Grid Az
 AB3197:SPC TX S     -  FALPORT AZ MK                            173 34 39.7
 AB3197:UTM  14      -  FALPORT AZ MK                            173 20 52.3
 AB3197
 AB3197|---------------------------------------------------------------------|
 AB3197| PID    Reference Object                     Distance      Geod. Az  |
 AB3197|                                                           dddmmss.s |
 AB3197| AJ1454 FALPORT AZ MK                       APPROX. 0.6 KM 1734459.3 |
 AB3197|---------------------------------------------------------------------|
 AB3197
 AB3197                          SUPERSEDED SURVEY CONTROL
 AB3197
 AB3197  ELLIP H (02/20/96)    7.33   (m)                       GP(       ) 3 2
 AB3197
 AB3197.Superseded values are not recommended for survey control.
 AB3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3197.See file dsdata.txt to determine how the superseded data were derived.
 AB3197
 AB3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8706209662(NAD 83)
 AB3197_MARKER: I = METAL ROD
 AB3197_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3197_STAMPING: T18 A 1995
 AB3197_MARK LOGO: NGS   
 AB3197_PROJECTION: FLUSH
 AB3197_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3197+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 AB3197_ROD/PIPE-DEPTH: 13.8 meters
 AB3197_SLEEVE-DEPTH  : 0.9 meters
 AB3197
 AB3197  HISTORY     - Date     Condition        Report By
 AB3197  HISTORY     - 1995     MONUMENTED       NGS
 AB3197  HISTORY     - 19970311 GOOD             NGS
 AB3197  HISTORY     - 20060207 GOOD             SUTECH
 AB3197
 AB3197                          STATION DESCRIPTION
 AB3197
 AB3197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3197'THE STATION IS LOCATED 3.0 KM (1.85 MI) SOUTHEAST OF FALFURRIAS AT THE
 AB3197'BROOKS COUNTY AIRPORT.  NEAR THE CENTER OF THE AIRPORT, IN THE GRASS
 AB3197'BETWEEN THE TAXIWAY RUNNING NORTHEAST-SOUTHWEST AND RUNWAY 17-35, EAST
 AB3197'OF AND IN LINE WITH THE EAST END OF THE WEST 1 OF 2 HEADWALLS OF A
 AB3197'CULVERT RUNNING UNDER THE TAXIWAY.  OWNERSHIP--BROOKS COUNTY, COUNTY
 AB3197'COMMISSIONERS COURT, FALFURRIAS, TX.  78355.  DAN WILSON AIRPORT
 AB3197'MANAGER, PHONE 512-325-2909.  TO REACH THE STATION FROM THE JUNCTION
 AB3197'OF U.S.  HIGHWAY 281 AND STATE HIGHWAY 285 IN FALFURRIAS GO SOUTH ON
 AB3197'U.S.  HIGHWAY 281 FOR 0.8 KM (0.50 MI) TO FARM ROAD 2191 (EAST NOBLE
 AB3197'STREET) , TURN LEFT, EAST, 2.4 KM (1.50 MI) TO THE AIRPORT ROAD, TURN
 AB3197'RIGHT, SOUTH, 0.88 KM (0.55 MI) TO A FORK AT THE HANGARS.  KEEP RIGHT,
 AB3197'SOUTH, 0.24 KM (0.15 MI) TO THE AIRPORT OFFICE ON THE LEFT.  GO SOUTH,
 AB3197'PAST THE OFFICE, ACROSS THE APRON TO A TAXI LEADING NORTHEAST.  TURN
 AB3197'LEFT, EAST, 0.16 KM (0.10 MI) ALONG THE TAXI TO THE STATION ON THE
 AB3197'RIGHT.  THE STATION IS 78.2 M (256.6 FT) WEST OF THE RUNWAY
 AB3197'CENTERLINE, 17.8 M (58.4 FT) SOUTHEAST OF THE TAXIWAY CENTERLINE, 6.0
 AB3197'M (19.7 FT) EAST OF THE EAST END OF THE WEST 1 OF 2 CULVERT HEADWALLS
 AB3197'AND WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TAXIWAY.
 AB3197'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AB3197'DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY R.G.  HAYES  THIS IS A
 AB3197'PAC STATION.
 AB3197
 AB3197                          STATION RECOVERY (1997)
 AB3197
 AB3197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB3197'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 AB3197
 AB3197                          STATION RECOVERY (2006)
 AB3197
 AB3197'RECOVERY NOTE BY SURVEY TECHNOLOGIES 2006
 AB3197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8376 ***********************************************************************
 AC8376  SACS        -  This is a Secondary Airport Control Station.
 AC8376  DESIGNATION -  T18 B
 AC8376  PID         -  AC8376
 AC8376  STATE/COUNTY-  TX/BROOKS
 AC8376  USGS QUAD   -  FLOWELLA (1963)
 AC8376
 AC8376                         *CURRENT SURVEY CONTROL
 AC8376  ___________________________________________________________________
 AC8376* NAD 83(1993)-  27 12 52.60614(N)    098 07 15.21874(W)     ADJUSTED  
 AC8376* NAVD 88     -        33.56   (meters)     110.1    (feet)  GPS OBS   
 AC8376  ___________________________________________________________________
 AC8376  X           -    -801,812.694 (meters)                     COMP
 AC8376  Y           -  -5,619,139.256 (meters)                     COMP
 AC8376  Z           -   2,899,387.195 (meters)                     COMP
 AC8376  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AC8376  ELLIP HEIGHT-           7.78  (meters)          (07/24/01) GPS OBS
 AC8376  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AC8376
 AC8376  HORZ ORDER  -  FIRST
 AC8376  ELLP ORDER  -  FOURTH    CLASS II
 AC8376
 AC8376.This mark is at Brooks Co (T18) Airport (T18)
 AC8376
 AC8376.The horizontal coordinates were established by GPS observations
 AC8376.and adjusted by the National Geodetic Survey in May 1997..
 AC8376
 AC8376.The orthometric height was determined by GPS observations and a
 AC8376.high-resolution geoid model.
 AC8376
 AC8376.GPS derived orthometric heights for airport stations designated as
 AC8376.PACS or SACS are published to 2 decimal places.  This maintains
 AC8376.centimeter relative accuracy between the PACS and SACS.  It does
 AC8376.not indicate centimeter accuracy relative to other marks which are
 AC8376.part of the NAVD 88 network.
 AC8376
 AC8376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8376
 AC8376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8376
 AC8376.The ellipsoidal height was determined by GPS observations
 AC8376.and is referenced to NAD 83.
 AC8376
 AC8376.The geoid height was determined by GEOID03.
 AC8376
 AC8376;                    North         East     Units Scale Factor Converg.
 AC8376;SPC TX S     - 5,171,556.092   337,552.671   MT  0.99990171   +0 10 19.6
 AC8376;SPC TX S     -16,967,013.61  1,107,454.05   sFT  0.99990171   +0 10 19.6
 AC8376;UTM  14      - 3,010,511.396   587,056.471   MT  0.99969355   +0 24 07.4
 AC8376
 AC8376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8376!SPC TX S     -   0.99999878  x   0.99990171  =   0.99990049
 AC8376!UTM  14      -   0.99999878  x   0.99969355  =   0.99969233
 AC8376
 AC8376                          SUPERSEDED SURVEY CONTROL
 AC8376
 AC8376  ELLIP H (05/16/97)    7.90   (m)                       GP(       ) 4 2
 AC8376
 AC8376.Superseded values are not recommended for survey control.
 AC8376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8376.See file dsdata.txt to determine how the superseded data were derived.
 AC8376
 AC8376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8705610511(NAD 83)
 AC8376_MARKER: I = METAL ROD
 AC8376_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8376_STAMPING: T18 B 1995
 AC8376_MARK LOGO: NGS   
 AC8376_PROJECTION: FLUSH
 AC8376_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8376+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8376_ROD/PIPE-DEPTH: 13.8 meters
 AC8376_SLEEVE-DEPTH  : 0.9 meters
 AC8376
 AC8376  HISTORY     - Date     Condition        Report By
 AC8376  HISTORY     - 1995     MONUMENTED       NGS
 AC8376
 AC8376                          STATION DESCRIPTION
 AC8376
 AC8376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8376'THE STATION IS LOCATED 3.0 KM (1.85 MI) SOUTHEAST OF FALFURRIAS AT THE
 AC8376'BROOKS COUNTY AIRPORT.  NEAR THE NORTH END OF THE AIRPORT, IN THE
 AC8376'GRASS AREA NORTHWEST OF THE NORTHWEST ROUNDED CORNER OF THE TURNAROUND
 AC8376'AND EAST OF A RIEL STATION.  OWNERSHIP--BROOKS COUNTY, COUNTY
 AC8376'COMMISSIONERS COURT, FALFURRIAS, TX.  78355.  DAN WILSON AIRPORT
 AC8376'MANAGER, PHONE 512-325-2909.  TO REACH THE STATION FROM THE JUNCTION
 AC8376'OF U.S.  HIGHWAY 281 AND STATE HIGHWAY 285 IN FALFURRIAS GO SOUTH ON
 AC8376'U.S.  HIGHWAY 281 FOR 0.8 KM (0.50 MI) TO FARM ROAD 2191 (EAST NOBLE
 AC8376'STREET) , TURN LEFT, EAST, 2.4 KM (1.50 MI) TO THE AIRPORT ROAD, TURN
 AC8376'RIGHT, SOUTH, 0.2 KM (0.10 MI) TO A RIEL STATION, AND THE STATION ON
 AC8376'THE LEFT.  STATION IS 76.2 M (250.0 FT) WEST OF AND IN LINE WITH
 AC8376'RUNWAY END 17, 47.0 M (154.2 FT) EAST OF THE AIRPORT ROAD CENTER, 29.9
 AC8376'M (98.1 FT) WEST OF THE TAXI HOLD BARS, 17.7 M (58.1 FT) NORTHWEST OF
 AC8376'THE TAXI CENTERLINE, 15.1 M (49.5 FT) EAST OF THE SOUTHEAST CORNER OF
 AC8376'THE CONCRETE BASE OF AN AIRPORT RIEL STATION, 3.2 M (10.5 FT)
 AC8376'SOUTHEAST OF THE CENTER OF A 2X2 FOOT CONCRETE CABLE MARKER, AND 0.3 M
 AC8376'(1.0 FT) BELOW THE LEVEL OF THE TAXI.  NOTE--ACCESS TO THE DATUM POINT
 AC8376'IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A
 AC8376'REQUIREMENTS.  MARK IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7246 ***********************************************************************
 AB7246  SACS        -  This is a Secondary Airport Control Station.
 AB7246  DESIGNATION -  T23 A
 AB7246  PID         -  AB7246
 AB7246  STATE/COUNTY-  TX/SHACKELFORD
 AB7246  USGS QUAD   -  ALBANY (1965)
 AB7246
 AB7246                         *CURRENT SURVEY CONTROL
 AB7246  ___________________________________________________________________
 AB7246* NAD 83(1993)-  32 42 53.02804(N)    099 16 04.04472(W)     ADJUSTED  
 AB7246* NAVD 88     -       429.61   (meters)    1409.5    (feet)  GPS OBS   
 AB7246  ___________________________________________________________________
 AB7246  X           -    -865,151.519 (meters)                     COMP
 AB7246  Y           -  -5,301,852.790 (meters)                     COMP
 AB7246  Z           -   3,427,599.296 (meters)                     COMP
 AB7246  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AB7246  ELLIP HEIGHT-         400.50  (meters)          (07/05/01) GPS OBS
 AB7246  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AB7246
 AB7246  HORZ ORDER  -  FIRST
 AB7246  ELLP ORDER  -  FOURTH    CLASS II
 AB7246
 AB7246.This mark is at Albany Municipal Airport (T23)
 AB7246
 AB7246.The horizontal coordinates were established by GPS observations
 AB7246.and adjusted by the National Geodetic Survey in October 1996..
 AB7246
 AB7246.The orthometric height was determined by GPS observations and a
 AB7246.high-resolution geoid model.
 AB7246
 AB7246.GPS derived orthometric heights for airport stations designated as
 AB7246.PACS or SACS are published to 2 decimal places.  This maintains
 AB7246.centimeter relative accuracy between the PACS and SACS.  It does
 AB7246.not indicate centimeter accuracy relative to other marks which are
 AB7246.part of the NAVD 88 network.
 AB7246
 AB7246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7246
 AB7246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7246
 AB7246.The ellipsoidal height was determined by GPS observations
 AB7246.and is referenced to NAD 83.
 AB7246
 AB7246.The geoid height was determined by GEOID03.
 AB7246
 AB7246;                    North         East     Units Scale Factor Converg.
 AB7246;SPC TXNC     - 2,116,482.739   528,026.097   MT  0.99988980   -0 25 07.5
 AB7246;SPC TXNC     - 6,943,827.12  1,732,365.62   sFT  0.99988980   -0 25 07.5
 AB7246;UTM  14      - 3,619,694.305   474,903.925   MT  0.99960777   -0 08 41.0
 AB7246
 AB7246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7246!SPC TXNC     -   0.99993712  x   0.99988980  =   0.99982693
 AB7246!UTM  14      -   0.99993712  x   0.99960777  =   0.99954492
 AB7246
 AB7246:                Primary Azimuth Mark                     Grid Az
 AB7246:SPC TXNC     -  T23 B                                    006 08 57.1
 AB7246:UTM  14      -  T23 B                                    005 52 30.6
 AB7246
 AB7246|---------------------------------------------------------------------|
 AB7246| PID    Reference Object                     Distance      Geod. Az  |
 AB7246|                                                           dddmmss.s |
 AB7246| AB2846 T23 B                               APPROX. 0.6 KM 0054349.6 |
 AB7246|---------------------------------------------------------------------|
 AB7246
 AB7246                          SUPERSEDED SURVEY CONTROL
 AB7246
 AB7246  ELLIP H (10/08/96)  400.55   (m)                       GP(       ) 4 2
 AB7246
 AB7246.Superseded values are not recommended for survey control.
 AB7246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7246.See file dsdata.txt to determine how the superseded data were derived.
 AB7246
 AB7246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB7490419694(NAD 83)
 AB7246_MARKER: I = METAL ROD
 AB7246_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7246_STAMPING: T23 A 1995
 AB7246_MARK LOGO: NGS   
 AB7246_PROJECTION: FLUSH
 AB7246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7246+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7246_ROD/PIPE-DEPTH: 5.03 meters
 AB7246_SLEEVE-DEPTH  : 1 meters
 AB7246
 AB7246  HISTORY     - Date     Condition        Report By
 AB7246  HISTORY     - 1995     MONUMENTED       NGS
 AB7246
 AB7246                          STATION DESCRIPTION
 AB7246
 AB7246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7246'THE STATION IS LOCATED ABOUT 31.0 MI (49.9 KM) NORTHEAST OF ABILENE,
 AB7246'24.0 MI (38.6 KM) WEST OF BRECKINRIDGE, 2.0 MI (3.2 KM) EAST OF ALBANY
 AB7246'AND AT THE ALBANY MUNICIPAL AIRPORT (HICKMAN FIELD) AND ON LINE WITH
 AB7246'THE PROLONGATION OF THE NORTH EDGE OF THE TURN AROUND PAVEMENT AT THE
 AB7246'SOUTH END OF THE RUNWAY.  OWNERSHIP--CITY OF ALBANY, BOX 595, ALBANY
 AB7246'TX.  76430.  CONTACT CITY MANAGER BOBBY RUSSEL. PHONE (915) 762-3131.
 AB7246'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180 AND 283
 AB7246'SOUTH ON THE SOUTH SIDE OF ALBANY, GO NORTHEAST THEN NORTHERLY ON US
 AB7246'HIGHWAYS 180/283 FOR 0.75 MI (1.21 KM) TO A INTERSECTION, TURN RIGHT
 AB7246'AND GO EASTERLY ON 2ND STREET FOR 0.1 MI (0.2 KM) TO A CURVE LEFT,
 AB7246'BEAR LEFT AND GO EAST ON BRECKENRIDGE ROAD FOR 0.75 MI (1.21 KM) TO
 AB7246'THE END OF PAVEMENT, CONTINUE AHEAD AND GO EAST ON GRAVEL ROAD FOR
 AB7246'0.75 MI (1.21 KM) TO A ROAD RIGHT, TURN RIGHT AND GO SOUTH ON AIRPORT
 AB7246'ENTRANCE ROAD FOR 0.4 MI (0.6 KM) TO A TAXIWAY ON THE LEFT, TURN LEFT
 AB7246'AND GO EAST ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN
 AB7246'RIGHT AND GO SOUTH ON THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON
 AB7246'THE RIGHT. THE STATION IS 1.0 FT (0.3 M) LOWER THAN THE RUNWAY, 144.5
 AB7246'FT (44.0 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT, 133.5 FT (40.7 M)
 AB7246'WEST OF THE RUNWAY CENTER, 130.5 FT (39.8 M) NORTHWEST OF THE MOST
 AB7246'WESTERLY OF SIX THRESHOLD LIGHTS, 130.5 FT (39.8 M) EAST OF A FENCE
 AB7246'LINE AND WITNESSPOST, 19.0 FT (5.8 M) WEST OF THE NORTHWEST CORNER OF
 AB7246'THE TURN AROUND PAVEMENT EDGE.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2846 ***********************************************************************
 AB2846  PACS        -  This is a Primary Airport Control Station.
 AB2846  DESIGNATION -  T23 B
 AB2846  PID         -  AB2846
 AB2846  STATE/COUNTY-  TX/SHACKELFORD
 AB2846  USGS QUAD   -  ALBANY (1965)
 AB2846
 AB2846                         *CURRENT SURVEY CONTROL
 AB2846  ___________________________________________________________________
 AB2846* NAD 83(1993)-  32 43 12.48901(N)    099 16 01.73450(W)     ADJUSTED  
 AB2846* NAVD 88     -       433.42   (meters)    1422.0    (feet)  GPS OBS   
 AB2846  ___________________________________________________________________
 AB2846  X           -    -865,040.467 (meters)                     COMP
 AB2846  Y           -  -5,301,545.814 (meters)                     COMP
 AB2846  Z           -   3,428,105.772 (meters)                     COMP
 AB2846  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AB2846  ELLIP HEIGHT-         404.30  (meters)          (10/24/00) GPS OBS
 AB2846  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AB2846
 AB2846  HORZ ORDER  -  B
 AB2846  ELLP ORDER  -  FOURTH    CLASS II
 AB2846
 AB2846.This mark is at Albany Municipal Airport (T23)
 AB2846
 AB2846.The horizontal coordinates were established by GPS observations
 AB2846.and adjusted by the National Geodetic Survey in February 1996..
 AB2846
 AB2846.The orthometric height was determined by GPS observations and a
 AB2846.high-resolution geoid model.
 AB2846
 AB2846.GPS derived orthometric heights for airport stations designated as
 AB2846.PACS or SACS are published to 2 decimal places.  This maintains
 AB2846.centimeter relative accuracy between the PACS and SACS.  It does
 AB2846.not indicate centimeter accuracy relative to other marks which are
 AB2846.part of the NAVD 88 network.
 AB2846
 AB2846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2846
 AB2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2846
 AB2846.The ellipsoidal height was determined by GPS observations
 AB2846.and is referenced to NAD 83.
 AB2846
 AB2846.The geoid height was determined by GEOID03.
 AB2846
 AB2846;                    North         East     Units Scale Factor Converg.
 AB2846;SPC TXNC     - 2,117,081.721   528,090.630   MT  0.99988926   -0 25 06.2
 AB2846;SPC TXNC     - 6,945,792.28  1,732,577.34   sFT  0.99988926   -0 25 06.2
 AB2846;UTM  14      - 3,620,293.419   474,965.575   MT  0.99960773   -0 08 39.9
 AB2846
 AB2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2846!SPC TXNC     -   0.99993653  x   0.99988926  =   0.99982579
 AB2846!UTM  14      -   0.99993653  x   0.99960773  =   0.99954428
 AB2846
 AB2846:                Primary Azimuth Mark                     Grid Az
 AB2846:SPC TXNC     -  T23 A                                    186 08 57.1
 AB2846:UTM  14      -  T23 A                                    185 52 30.8
 AB2846
 AB2846|---------------------------------------------------------------------|
 AB2846| PID    Reference Object                     Distance      Geod. Az  |
 AB2846|                                                           dddmmss.s |
 AB2846| AB7246 T23 A                               APPROX. 0.6 KM 1854350.9 |
 AB2846| AB7245 T23 C                               APPROX. 0.5 KM 3435913.5 |
 AB2846|---------------------------------------------------------------------|
 AB2846
 AB2846                          SUPERSEDED SURVEY CONTROL
 AB2846
 AB2846  ELLIP H (02/20/96)  404.35   (m)                       GP(       ) 1 1
 AB2846
 AB2846.Superseded values are not recommended for survey control.
 AB2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2846.See file dsdata.txt to determine how the superseded data were derived.
 AB2846
 AB2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB7496620293(NAD 83)
 AB2846_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2846_SETTING: 66 = SET IN ROCK OUTCROP
 AB2846_STAMPING: T23 B 1995
 AB2846_MARK LOGO: NGS   
 AB2846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2846+STABILITY: POSITION/ELEVATION WELL
 AB2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2846+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2846
 AB2846  HISTORY     - Date     Condition        Report By
 AB2846  HISTORY     - 1995     MONUMENTED       NGS
 AB2846  HISTORY     - 19990826 GOOD             NGS
 AB2846
 AB2846                          STATION DESCRIPTION
 AB2846
 AB2846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2846'THE STATION IS LOCATED ABOUT 31.0 MI (49.9 KM) NORTHEAST OF ABILENE,
 AB2846'24.0 MI (38.6 KM) WEST OF BRECKINRIDGE, 2.0 MI (3.2 KM) EAST OF ALBANY
 AB2846'AND AT THE ALBANY MUNICIPAL AIRPORT (HICKMAN FIELD) AND NEAR THE
 AB2846'AIRPORT WINDSOCK AT MIDFIELD.  OWNERSHIP--CITY OF ALBANY, BOX 595,
 AB2846'ALBANY TX.76430.  CONTACT CITY MANAGER BOBBY RUSSEL.  PHONE (915)
 AB2846'762-3131.  TO REACH THE STATION FROM THE JUCTION OF US HIGHWAYS 180
 AB2846'AND 283 SOUTH ON THE SOUTH SIDE OF ALBANY, GO NORTHEAST THEN NORTHERLY
 AB2846'ON US HIGHWAYS 180/283 FOR 0.75 MI (1.21 KM) TO A INTERSECTION, TURN
 AB2846'RIGHT AND GO EASTERLY ON 2ND STREET FOR 0.1 MI (0.2 KM) TO A CURVE
 AB2846'LEFT, BEAR LEFT AND GO EAST ON BRECKENRIDGE ROAD FOR 0.75 MI (1.21 KM)
 AB2846'TO THE END OF PAVEMENT, CONTINUE AHEAD AND GO EAST ON GRAVEL ROAD FOR
 AB2846'0.75 MI (1.21 KM) TO A ROAD RIGHT, TURN RIGHT AND GO SOUTH ON AIRPORT
 AB2846'ENTRANCE ROAD FOR 0.4 MI (0.6 KM) TO A TAXIWAY ON THE LEFT, TURN LEFT
 AB2846'AND GO EAST ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY AND THE
 AB2846'STATION AHEAD AND ABOUT 10.0 FT (3.0 M) HIGHER THAN THE RUNWAY.  THE
 AB2846'STATION IS SET IN A 3 FT (0.9 M) X 5 FT (1.5 M) ROCK OUTCROP FLUSH
 AB2846'WITH GROUND, 118.5 FT (36.1 M) EAST OF THE RUNWAY CENTER (SLOPE) AND
 AB2846'71.4 FT (21.8 M) WEST OF THE WINDSOCK.  DRL.
 AB2846
 AB2846                          STATION RECOVERY (1999)
 AB2846
 AB2846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 AB2846'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7245 ***********************************************************************
 AB7245  SACS        -  This is a Secondary Airport Control Station.
 AB7245  DESIGNATION -  T23 C
 AB7245  PID         -  AB7245
 AB7245  STATE/COUNTY-  TX/SHACKELFORD
 AB7245  USGS QUAD   -  ALBANY (1965)
 AB7245
 AB7245                         *CURRENT SURVEY CONTROL
 AB7245  ___________________________________________________________________
 AB7245* NAD 83(1993)-  32 43 28.12562(N)    099 16 07.04337(W)     ADJUSTED  
 AB7245* NAVD 88     -       429.30   (meters)    1408.5    (feet)  GPS OBS   
 AB7245  ___________________________________________________________________
 AB7245  X           -    -865,134.419 (meters)                     COMP
 AB7245  Y           -  -5,301,263.123 (meters)                     COMP
 AB7245  Z           -   3,428,508.818 (meters)                     COMP
 AB7245  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AB7245  ELLIP HEIGHT-         400.18  (meters)          (07/05/01) GPS OBS
 AB7245  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AB7245
 AB7245  HORZ ORDER  -  FIRST
 AB7245  ELLP ORDER  -  FOURTH    CLASS II
 AB7245
 AB7245.This mark is at Albany Municipal Airport (T23)
 AB7245
 AB7245.The horizontal coordinates were established by GPS observations
 AB7245.and adjusted by the National Geodetic Survey in October 1996..
 AB7245
 AB7245.The orthometric height was determined by GPS observations and a
 AB7245.high-resolution geoid model.
 AB7245
 AB7245.GPS derived orthometric heights for airport stations designated as
 AB7245.PACS or SACS are published to 2 decimal places.  This maintains
 AB7245.centimeter relative accuracy between the PACS and SACS.  It does
 AB7245.not indicate centimeter accuracy relative to other marks which are
 AB7245.part of the NAVD 88 network.
 AB7245
 AB7245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7245
 AB7245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7245
 AB7245.The ellipsoidal height was determined by GPS observations
 AB7245.and is referenced to NAD 83.
 AB7245
 AB7245.The geoid height was determined by GEOID03.
 AB7245
 AB7245;                    North         East     Units Scale Factor Converg.
 AB7245;SPC TXNC     - 2,117,564.357   527,955.925   MT  0.99988882   -0 25 09.1
 AB7245;SPC TXNC     - 6,947,375.73  1,732,135.40   sFT  0.99988882   -0 25 09.1
 AB7245;UTM  14      - 3,620,775.270   474,828.602   MT  0.99960781   -0 08 42.8
 AB7245
 AB7245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7245!SPC TXNC     -   0.99993717  x   0.99988882  =   0.99982600
 AB7245!UTM  14      -   0.99993717  x   0.99960781  =   0.99954501
 AB7245
 AB7245:                Primary Azimuth Mark                     Grid Az
 AB7245:SPC TXNC     -  T23 B                                    164 24 19.7
 AB7245:UTM  14      -  T23 B                                    164 07 53.4
 AB7245
 AB7245|---------------------------------------------------------------------|
 AB7245| PID    Reference Object                     Distance      Geod. Az  |
 AB7245|                                                           dddmmss.s |
 AB7245| AB2846 T23 B                               APPROX. 0.5 KM 1635910.6 |
 AB7245|---------------------------------------------------------------------|
 AB7245
 AB7245                          SUPERSEDED SURVEY CONTROL
 AB7245
 AB7245  ELLIP H (10/08/96)  400.23   (m)                       GP(       ) 4 2
 AB7245
 AB7245.Superseded values are not recommended for survey control.
 AB7245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7245.See file dsdata.txt to determine how the superseded data were derived.
 AB7245
 AB7245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB7482920775(NAD 83)
 AB7245_MARKER: DH = HORIZONTAL CONTROL DISK
 AB7245_SETTING: 66 = SET IN ROCK OUTCROP
 AB7245_STAMPING: T23 C 1995
 AB7245_MARK LOGO: NGS   
 AB7245_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7245+STABILITY: POSITION/ELEVATION WELL
 AB7245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7245+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7245
 AB7245  HISTORY     - Date     Condition        Report By
 AB7245  HISTORY     - 1995     MONUMENTED       NGS
 AB7245
 AB7245                          STATION DESCRIPTION
 AB7245
 AB7245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7245'THE STATION IS LOCATED ABOUT 31.0 MI (49.9 KM) NORTHEAST OF ABILENE,
 AB7245'24.0 MI (38.6 KM) WEST OF BRECKINRIDGE, 2.0 MI (3.2 KM) EAST OF ALBANY
 AB7245'AND AT THE ALBANY MUNICIPAL AIRPORT (HICKMAN FIELD) . OWNERSHIP--CITY
 AB7245'OF ALBANY, BOX 595, ALBANY TX.  76430.  CONTACT CITY MANAGER BOBBY
 AB7245'RUSSEL.  PHONE (915) 762-3131. TO REACH THE STATION FROM THE JUCTION
 AB7245'OF US HIGHWAYS 180 AND 283 SOUTH ON THE SOUTH SIDE OF ALBANY, GO
 AB7245'NORTHEAST THEN NORTHERLY ON US HIGHWAYS 180/283 FOR 0.75 MI (1.21 KM)
 AB7245'TO A INTERSECTION, TURN RIGHT AND GO EASTERLY ON 2ND STREET FOR 0.1 MI
 AB7245'(0.2 KM) TO A CURVE LEFT, BEAR LEFT AND GO EAST ON BRECKENRIDGE ROAD
 AB7245'FOR 0.75 MI (1.21 KM) TO THE END OF PAVEMENT, CONTINUE AHEAD AND GO
 AB7245'EAST ON GRAVEL ROAD FOR 0.75 MI (1.21 KM) TO A ROAD RIGHT, TURN RIGHT
 AB7245'AND GO SOUTH ON AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO THE
 AB7245'STATION ON THE LEFT AND ABOUT 1.5 FT (0.5 M) BELOW ROAD LEVEL. THE
 AB7245'STATION IS 290.6 FT (88.6 M) WEST OF THE RUNWAY CENTER, 59.0 FT (18.0
 AB7245'M) EAST OF A WITNESS POST SET INTO A FENCE LINE AND 48.5 FT (14.8 M)
 AB7245'EAST SOUTHEAST OF A POWER LINE POLE.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1690 ***********************************************************************
 CX1690  DESIGNATION -  T26S R3 4E SECS 31 36 CC NM TX
 CX1690  PID         -  CX1690
 CX1690  STATE/COUNTY-  TX/EL PASO
 CX1690  USGS QUAD   -  ANTHONY (1955)
 CX1690
 CX1690                         *CURRENT SURVEY CONTROL
 CX1690  ___________________________________________________________________
 CX1690* NAD 83(1993)-  32 00 02.66329(N)    106 34 53.63096(W)     ADJUSTED  
 CX1690* NAVD 88     -      1196.8    (meters)    3927.     (feet)  VERTCON   
 CX1690  ___________________________________________________________________
 CX1690  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 CX1690  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX1690
 CX1690  HORZ ORDER  -  SECOND
 CX1690
 CX1690.The horizontal coordinates were established by classical geodetic methods
 CX1690.and adjusted by the National Geodetic Survey in February 1996..
 CX1690
 CX1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1690
 CX1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1690
 CX1690.The geoid height was determined by GEOID03.
 CX1690
 CX1690;                    North         East     Units Scale Factor Converg.
 CX1690;SPC TX C     - 3,275,336.594   109,880.319   MT  1.00003365   -3 13 05.5
 CX1690;SPC TX C     -10,745,833.48    360,499.01   sFT  1.00003365   -3 13 05.5
 CX1690;UTM  13      - 3,541,610.531   350,605.631   MT  0.99987525   -0 50 17.8
 CX1690
 CX1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1690!SPC TX C     -   0.99981586  x   1.00003365  =   0.99984950
 CX1690!UTM  13      -   0.99981586  x   0.99987525  =   0.99969113
 CX1690
 CX1690:                Primary Azimuth Mark                     Grid Az
 CX1690:SPC TX C     -  NORTH ANTHONYS NOSE                      049 56 17.0
 CX1690:UTM  13      -  NORTH ANTHONYS NOSE                      047 33 29.3
 CX1690
 CX1690|---------------------------------------------------------------------|
 CX1690| PID    Reference Object                     Distance      Geod. Az  |
 CX1690|                                                           dddmmss.s |
 CX1690| CX1684 NORTH ANTHONYS NOSE                 APPROX. 6.2 KM 0464311.5 |
 CX1690| CE0659 WEST 14                             APPROX. 1.4 KM 2603805.1 |
 CX1690|---------------------------------------------------------------------|
 CX1690
 CX1690                          SUPERSEDED SURVEY CONTROL
 CX1690
 CX1690  NAD 83(1993)-  32 00 02.66325(N)    106 34 53.63082(W) AD(       ) 2
 CX1690  NAD 83(1986)-  32 00 02.66771(N)    106 34 53.62936(W) AD(       ) 2
 CX1690  NAD 27      -  32 00 02.30695(N)    106 34 51.65983(W) AD(       ) 2
 CX1690  NGVD 29 (07/19/86) 1196.3    (m)         3925.     (f) VERT ANG       
 CX1690
 CX1690.Superseded values are not recommended for survey control.
 CX1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1690.See file dsdata.txt to determine how the superseded data were derived.
 CX1690
 CX1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5060641611(NAD 83)
 CX1690_MARKER: DU = BOUNDARY MARKER
 CX1690_SETTING: 0 = UNSPECIFIED SETTING
 CX1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1690+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 CX1690
 CX1690  HISTORY     - Date     Condition        Report By
 CX1690  HISTORY     - 1981     MONUMENTED       USGLO
 CX1690  HISTORY     - 20040730 GOOD             GEOCAC
 CX1690
 CX1690                          STATION DESCRIPTION
 CX1690
 CX1690'DESCRIBED BY US GENERAL LAND OFFICE 1981 (DCF)
 CX1690'THE STATION IS LOCATED ABOUT 27.8 KM (17-1/4 MI) NORTH-NORTHWEST
 CX1690'OF EL PASO, 9.6 KM (6 MI) NORTHEAST OF CANUTILLO AND 2.4 KM
 CX1690'(1-1/2 MI) EAST OF ANTHONY.
 CX1690'OWNERSHIP--TGK INVESTMENT CORPORATION, 2027 MISSOURI AVENUE,
 CX1690'EL PASO, TEXAS 79903, TELEPHONE NUMBER 915-544-0180.
 CX1690'
 CX1690'TO REACH THE STATION FROM THE JUNCTION OF LOOP 375 (TRANS
 CX1690'MOUNTAIN ROAD) AND INTERSTATE HIGHWAY 10, GO NORTH ON
 CX1690'INTERSTATE HIGHWAY 10 FOR 5.4 KM (3.4 MI) TO THE WESTWAY
 CX1690'VINTON ROAD EXIT (EXIT NO 2).  CONTINUE NORTH ON INTERSTATE
 CX1690'HIGHWAY 10 FOR 4.1 KM (2.6 MI) TO THE ANTHONY EXIT (EXIT
 CX1690'NO 0).  FOLLOW EXIT 0.4 KM (0.3 MI) TO THE JUNCTION OF FARM
 CX1690'ROAD 1905.  CONTINUE NORTH FOR 0.24 KM (0.2 MI) TO A FORK.
 CX1690'TAKE THE RIGHT FORK AND FOLLOW A SERVICE ROAD FOR 0.2 KM
 CX1690'(0.1 MI) TO A CATTLE GUARD AND END OF TRUCK TRAVEL, 4-WHEEL
 CX1690'DRIVE NEEDED FROM HERE.  FOLLOW FENCE UPHILL TO THE EAST
 CX1690'FOR ABOUT 200 FEET TO THE STATION ON THE SOUTH SIDE OF THE
 CX1690'FENCE.
 CX1690'
 CX1690'THE STATION IS A STANDARD USGLO DISK
 CX1690'STAMPED---T26S R3E R4E S36 S31 CC 1912---,
 CX1690'SET INTO THE TOP OF A METAL PIPE 8 CM IN DIAMETER
 CX1690'PROJECTING 56 CM ABOVE THE GROUND.  IT IS LOCATED
 CX1690'31.4 METERS (103 FT) EAST FROM A CONCRETE RIGHT-OF-WAY MARKER,
 CX1690'2.1 METERS (7.0 FT) NORTH FROM THE CENTER OF A TRACK ROAD, AND
 CX1690'0.3 METER (1.0 FT) SOUTH FROM A WIRE FENCE.
 CX1690'
 CX1690'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.73 METERS.
 CX1690
 CX1690                          STATION RECOVERY (2004)
 CX1690
 CX1690'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CX1690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1571 ***********************************************************************
 CX1571  DESIGNATION -  T26S R5E SECS 34 35 CC NM TX
 CX1571  PID         -  CX1571
 CX1571  STATE/COUNTY-  TX/EL PASO
 CX1571  USGS QUAD   -  NEWMAN SW (1955)
 CX1571
 CX1571                         *CURRENT SURVEY CONTROL
 CX1571  ___________________________________________________________________
 CX1571* NAD 83(1993)-  32 00 04.70434(N)    106 24 40.16851(W)     ADJUSTED  
 CX1571* NAVD 88     -      1230.0    (meters)    4035.     (feet)  VERTCON   
 CX1571  ___________________________________________________________________
 CX1571  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CX1571  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CX1571
 CX1571  HORZ ORDER  -  SECOND
 CX1571
 CX1571.The horizontal coordinates were established by classical geodetic methods
 CX1571.and adjusted by the National Geodetic Survey in February 1996..
 CX1571.No horizontal observational check was made to the station.
 CX1571
 CX1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1571
 CX1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1571
 CX1571.The geoid height was determined by GEOID03.
 CX1571
 CX1571;                    North         East     Units Scale Factor Converg.
 CX1571;SPC TX C     - 3,274,507.702   125,961.678   MT  1.00003382   -3 07 49.6
 CX1571;SPC TX C     -10,743,114.02    413,259.27   sFT  1.00003382   -3 07 49.6
 CX1571;UTM  13      - 3,541,450.535   366,704.530   MT  0.99981912   -0 44 52.6
 CX1571
 CX1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1571!SPC TX C     -   0.99981066  x   1.00003382  =   0.99984447
 CX1571!UTM  13      -   0.99981066  x   0.99981912  =   0.99962981
 CX1571
 CX1571                          SUPERSEDED SURVEY CONTROL
 CX1571
 CX1571  NAD 83(1993)-  32 00 04.70458(N)    106 24 40.16853(W) AD(       ) 2
 CX1571  NAD 83(1986)-  32 00 04.70789(N)    106 24 40.16667(W) AD(       ) 2
 CX1571  NAD 27      -  32 00 04.33993(N)    106 24 38.21273(W) AD(       ) 2
 CX1571  NGVD 29 (07/19/86) 1229.4    (m)         4033.     (f) VERT ANG       
 CX1571
 CX1571.Superseded values are not recommended for survey control.
 CX1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1571.See file dsdata.txt to determine how the superseded data were derived.
 CX1571
 CX1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6670541451(NAD 83)
 CX1571_MARKER: DU = BOUNDARY MARKER
 CX1571_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1571_SP_SET: METAL PIPE AND CONCRETE SURROUND
 CX1571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CX1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1571
 CX1571  HISTORY     - Date     Condition        Report By
 CX1571  HISTORY     - 1981     MONUMENTED       USGLO
 CX1571
 CX1571                          STATION DESCRIPTION
 CX1571
 CX1571'DESCRIBED BY US GENERAL LAND OFFICE 1981 (DCF)
 CX1571'THE STATION IS LOCATED ABOUT 25.8 KM (16 MI) NORTH OF
 CX1571'THE CENTER OF EL PASO AND 19.3 KM (12 MI) EAST OF ANTHONY.
 CX1571'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CX1571'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CX1571'915-543-4200.
 CX1571'
 CX1571'TO REACH THE STATION FROM THE INTERSECTION OF LOOP 375
 CX1571'(TRANS MOUNTAIN) AND FARM ROAD 2529 (MCCOMBS), GO NORTH ON
 CX1571'FARM ROAD 2529 (MCCOMBS) FOR 9.3 KM (5.8 MI) TO A CROSSROAD,
 CX1571'(FARM 2529 TURNS LEFT AND GOES WEST).  CONTINUE AHEAD NORTH ON
 CX1571'MCCOMBS FOR 1.5 KM (0.95 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 CX1571'AND GO WEST FOR 0.24 KM (0.15 MI) TO STATION ON RIGHT.
 CX1571'
 CX1571'THE STATION IS A STANDARD USGLO DISK
 CX1571'STAMPED---TEX T26S S34 S35 1915---,
 CX1571'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CX1571'PROJECTING 30 CM ABOVE THE GROUND.  IT IS LOCATED
 CX1571'9.754 METERS NORTH FROM THE CENTER OF STATE LINE,
 CX1571'9.449 METERS WEST FROM THE CENTER OF A GRAVEL ROAD, AND
 CX1571'0.31 METERS WEST FROM A BARBED WIRE FENCE.
 CX1571'
 CX1571'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2837 ***********************************************************************
 AB2837  PACS        -  This is a Primary Airport Control Station.
 AB2837  DESIGNATION -  T27 A
 AB2837  PID         -  AB2837
 AB2837  STATE/COUNTY-  TX/BURNET
 AB2837  USGS QUAD   -  MORMON MILL (1986)
 AB2837
 AB2837                         *CURRENT SURVEY CONTROL
 AB2837  ___________________________________________________________________
 AB2837* NAD 83(1993)-  30 44 10.82258(N)    098 14 20.46270(W)     ADJUSTED  
 AB2837* NAVD 88     -       384.00   (meters)    1259.8    (feet)  GPS OBS   
 AB2837  ___________________________________________________________________
 AB2837  X           -    -786,345.770 (meters)                     COMP
 AB2837  Y           -  -5,430,662.489 (meters)                     COMP
 AB2837  Z           -   3,240,986.534 (meters)                     COMP
 AB2837  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 AB2837  ELLIP HEIGHT-         359.38  (meters)          (10/24/00) GPS OBS
 AB2837  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AB2837
 AB2837  HORZ ORDER  -  B
 AB2837  ELLP ORDER  -  FOURTH    CLASS II
 AB2837
 AB2837.This mark is at Burnet Muni Kate Craddock Fld (T27) Airport (T27)
 AB2837
 AB2837.The horizontal coordinates were established by GPS observations
 AB2837.and adjusted by the National Geodetic Survey in February 1996..
 AB2837
 AB2837.The orthometric height was determined by GPS observations and a
 AB2837.high-resolution geoid model.
 AB2837
 AB2837.GPS derived orthometric heights for airport stations designated as
 AB2837.PACS or SACS are published to 2 decimal places.  This maintains
 AB2837.centimeter relative accuracy between the PACS and SACS.  It does
 AB2837.not indicate centimeter accuracy relative to other marks which are
 AB2837.part of the NAVD 88 network.
 AB2837
 AB2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2837
 AB2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2837
 AB2837.The ellipsoidal height was determined by GPS observations
 AB2837.and is referenced to NAD 83.
 AB2837
 AB2837.The geoid height was determined by GEOID03.
 AB2837
 AB2837;                    North         East     Units Scale Factor Converg.
 AB2837;SPC TX C     - 3,120,466.390   900,530.865   MT  0.99989238   +1 04 43.3
 AB2837;SPC TX C     -10,237,730.15  2,954,491.68   sFT  0.99989238   +1 04 43.3
 AB2837;UTM  14      - 3,400,629.595   572,848.152   MT  0.99966546   +0 23 20.2
 AB2837
 AB2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2837!SPC TX C     -   0.99994357  x   0.99989238  =   0.99983595
 AB2837!UTM  14      -   0.99994357  x   0.99966546  =   0.99960905
 AB2837
 AB2837:                Primary Azimuth Mark                     Grid Az
 AB2837:SPC TX C     -  BURNPORT                                 014 50 22.2
 AB2837:UTM  14      -  BURNPORT                                 015 31 45.3
 AB2837
 AB2837|---------------------------------------------------------------------|
 AB2837| PID    Reference Object                     Distance      Geod. Az  |
 AB2837|                                                           dddmmss.s |
 AB2837| BN0801 BURNPORT                            477.098 METERS 0155505.5 |
 AB2837|---------------------------------------------------------------------|
 AB2837
 AB2837                          SUPERSEDED SURVEY CONTROL
 AB2837
 AB2837  ELLIP H (02/20/96)  359.42   (m)                       GP(       ) 1 1
 AB2837
 AB2837.Superseded values are not recommended for survey control.
 AB2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2837.See file dsdata.txt to determine how the superseded data were derived.
 AB2837
 AB2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7284800630(NAD 83)
 AB2837_MARKER: I = METAL ROD
 AB2837_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2837_STAMPING: T27 A 1995
 AB2837_MARK LOGO: NGS   
 AB2837_PROJECTION: FLUSH
 AB2837_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2837+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2837_ROD/PIPE-DEPTH: 1.60 meters
 AB2837_SLEEVE-DEPTH  : 0.9 meters
 AB2837
 AB2837  HISTORY     - Date     Condition        Report By
 AB2837  HISTORY     - 1995     MONUMENTED       NGS
 AB2837  HISTORY     - 20051022 POOR             USPSQD
 AB2837
 AB2837                          STATION DESCRIPTION
 AB2837
 AB2837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2837'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF BURNET, 0.3
 AB2837'KM (0.20 MI) NORTHWEST OF U.S.  HIGHWAY 281, AT THE BURNET
 AB2837'MUNICIPAL-KATE CRADDOCK FIELD AIRPORT.  NEAR THE SOUTH SIDE OF THE
 AB2837'FIRST CONNECTOR NORTH OF THE SOUTH RUNWAY END, THE CONNECTOR IN LINE
 AB2837'WITH THE NORTH EDGE OF A CONCRETE SLAB AROUND A DOUBLE CULVERT OUTLET.
 AB2837'OWNERSHIP--CITY OF BURNET, 127 EAST JACKSON STREET, BURNET, TX 78611,
 AB2837'PHONE 512-756-6093.  AIRPORT OPERATOR--FAULKNERS AIR SHOP
 AB2837'INCORPORATED.  MANAGER DALE FAULKNER, PHONE 512-756-6655.  TO REACH
 AB2837'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 281 AND STATE HIGHWAY
 AB2837'29, IN BURNET.  GO SOUTHWEST ON U.S.  HIGHWAY 281 FOR 2.22 KM (1.35
 AB2837'MI) TO THE AIRPORT ON THE RIGHT.  TURN RIGHT, WEST, 0.8 KM (0.50 MI)
 AB2837'TO A (T) JUNCTION.  TURN LEFT, SOUTH, 40.0 M (131.2 FT) TO A BAR GATE
 AB2837'ON THE RIGHT.  PASS THROUGH THE GATE, WEST, 50.0 M (164.0 FT) ALONG A
 AB2837'CURVED ROAD THROUGH TREES TO THE TARMAC SOUTH OF THE HANGAR AND
 AB2837'OFFICE, AND THE ENTRANCE TO A TIE DOWN AREA ON THE LEFT.  TURN LEFT,
 AB2837'WEST, FOR 0.07 KM (0.05 MI) TOWARD THE TAXIWAY AND CONNECTOR.  TURN
 AB2837'LEFT, SOUTH, 0.48 KM (0.30 MI) PAST A CONNECTOR AND THE STATION ON THE
 AB2837'RIGHT.  STATION IS 42.3 M (138.8 FT) EAST-SOUTHEAST OF THE RUNWAY
 AB2837'CENTERLINE, 26.2 M (86.0 FT) EAST OF A CONNECTOR SIGN, 22.2 M (72.8
 AB2837'FT) WEST-NORTHWEST OF THE TAXI CENTERLINE, 12.3 M (40.4 FT)
 AB2837'SOUTH-SOUTHWEST OF THE CONNECTOR CENTERLINE, 6.6 M (21.7 FT)
 AB2837'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE NORTH EDGE OF THE
 AB2837'CONCRETE SLAB, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE CONNECTOR.
 AB2837'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AB2837'DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY R.G.H.
 AB2837
 AB2837                          STATION RECOVERY (2005)
 AB2837
 AB2837'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AB2837'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6862 ***********************************************************************
 AE6862  SACS        -  This is a Secondary Airport Control Station.
 AE6862  DESIGNATION -  T30 A
 AE6862  PID         -  AE6862
 AE6862  STATE/COUNTY-  TX/FRIO
 AE6862  USGS QUAD   -  PEARSALL SOUTH (1982)
 AE6862
 AE6862                         *CURRENT SURVEY CONTROL
 AE6862  ___________________________________________________________________
 AE6862* NAD 83(1993)-  28 49 00.87714(N)    099 06 14.50527(W)     ADJUSTED  
 AE6862* NAVD 88     -       168.28   (meters)     552.1    (feet)  GPS OBS   
 AE6862  ___________________________________________________________________
 AE6862  X           -    -884,930.657 (meters)                     COMP
 AE6862  Y           -  -5,522,319.921 (meters)                     COMP
 AE6862  Z           -   3,056,206.510 (meters)                     COMP
 AE6862  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AE6862  ELLIP HEIGHT-         143.80  (meters)          (02/27/01) GPS OBS
 AE6862  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AE6862
 AE6862  HORZ ORDER  -  FIRST
 AE6862  ELLP ORDER  -  FOURTH    CLASS II
 AE6862
 AE6862.This mark is at Mckinley Fld (T30) Airport (T30)
 AE6862
 AE6862.The horizontal coordinates were established by GPS observations
 AE6862.and adjusted by the National Geodetic Survey in January 1998..
 AE6862
 AE6862.The orthometric height was determined by GPS observations and a
 AE6862.high-resolution geoid model.
 AE6862
 AE6862.GPS derived orthometric heights for airport stations designated as
 AE6862.PACS or SACS are published to 2 decimal places.  This maintains
 AE6862.centimeter relative accuracy between the PACS and SACS.  It does
 AE6862.not indicate centimeter accuracy relative to other marks which are
 AE6862.part of the NAVD 88 network.
 AE6862
 AE6862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6862
 AE6862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6862
 AE6862.The ellipsoidal height was determined by GPS observations
 AE6862.and is referenced to NAD 83.
 AE6862
 AE6862.The geoid height was determined by GEOID03.
 AE6862
 AE6862;                    North         East     Units Scale Factor Converg.
 AE6862;SPC TXSC     - 4,109,012.364   589,846.671   MT  0.99990382   -0 03 03.5
 AE6862;SPC TXSC     -13,480,984.73  1,935,188.62   sFT  0.99990382   -0 03 03.5
 AE6862;UTM  14      - 3,187,705.566   489,849.752   MT  0.99960127   -0 03 00.5
 AE6862
 AE6862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6862!SPC TXSC     -   0.99997741  x   0.99990382  =   0.99988124
 AE6862!UTM  14      -   0.99997741  x   0.99960127  =   0.99957869
 AE6862
 AE6862:                Primary Azimuth Mark                     Grid Az
 AE6862:SPC TXSC     -  MACK AZ MK                               312 46 22.6
 AE6862:UTM  14      -  MACK AZ MK                               312 46 19.6
 AE6862
 AE6862|---------------------------------------------------------------------|
 AE6862| PID    Reference Object                     Distance      Geod. Az  |
 AE6862|                                                           dddmmss.s |
 AE6862| AO0798 MACK AZ MK                          488.987 METERS 3124319.1 |
 AE6862|---------------------------------------------------------------------|
 AE6862
 AE6862                          SUPERSEDED SURVEY CONTROL
 AE6862
 AE6862  ELLIP H (01/06/98)  143.94   (m)                       GP(       ) 4 2
 AE6862
 AE6862.Superseded values are not recommended for survey control.
 AE6862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6862.See file dsdata.txt to determine how the superseded data were derived.
 AE6862
 AE6862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8985087706(NAD 83)
 AE6862_MARKER: I = METAL ROD
 AE6862_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6862_STAMPING: T30 A 1995
 AE6862_MARK LOGO: NGS   
 AE6862_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6862+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 AE6862
 AE6862  HISTORY     - Date     Condition        Report By
 AE6862  HISTORY     - 1995     MONUMENTED       NGS
 AE6862  HISTORY     - 20030524 GOOD             USPSQD
 AE6862
 AE6862                          STATION DESCRIPTION
 AE6862
 AE6862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE6862'THE STATION IS LOCATED 8.0 MI (12.9 KM) NORTHEAST OF DERBY, 4.5 MI
 AE6862'(7.2 KM) SOUTH SOUTHEAST OF PEARSALL AT THE FRIO COUNTY AIRPORT
 AE6862'(MCKINLEY FIELD) .  OWNERSHIP--DON MCKINLEY, BOX 764, PEARSALL, TX
 AE6862'78061.  PHONE (210) 334-3721.  TO REACH THE STATION FROM THE JUNCTION
 AE6862'OF INTERSTATE HIGHWAY 35 AND FARM ROAD 140 (EXIT 101) WEST OF
 AE6862'PEARSALL, GO SOUTHEAST ON FARM ROAD 140 FOR 1.3 MI (2.1 KM) TO A
 AE6862'INTERSECTION, TURN RIGHT AND GO SOUTH SOUTHWEST ON STATE HIGHWAY SPUR
 AE6862'581 FOR 3.5 MI (5.6 KM) TO A PAVED ROAD RIGHT, CONTINUE AHEAD AND GO
 AE6862'SOUTH SOUTHWEST ON STATE HIGHWAY SPUR 581 FOR 1.0 MI (1.6 KM) TO A
 AE6862'PAVED ROAD LEFT, TURN LEFT AND GO EAST SOUTHEAST ON THE AIRPORT
 AE6862'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A APRON, BEAR RIGHT AND GO
 AE6862'SOUTHEAST ON APRON, THEN THE TAXIWAY FOR 0.2 MI (0.3 KM) TO THE
 AE6862'RUNWAY, BEAR LEFT AND GO SOUTHEAST ON THE RUNWAY FOR 0.7 MI (1.1 KM)
 AE6862'TO THE END OF PAVEMENT AND THE STATION ON THE RIGHT.  THE STATION IS
 AE6862'181.0 FT (55.2 M) SOUTH OF THE MOST SOUTHWESTERLY THRESHOLD LIGHT,
 AE6862'106.0 FT (32.3 M) NORTH OF A POWER LINE POLE WITH A OBSTRUCTION LIGHT,
 AE6862'48.5 FT (14.8 M) NORTHEAST OF A FENCE LINE, 55.1 FT (16.8 M) SOUTHWEST
 AE6862'OF THE SOUTHWEST CORNER OF THE TURNAROUND PAVEMENT AND 48.5 FT (14.8
 AE6862'M) NORTHEAST OF A FENCE LINE.  DRL.  THIS STATION IS DESIGNATED AS A
 AE6862'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AE6862
 AE6862                          STATION RECOVERY (2003)
 AE6862
 AE6862'RECOVERY NOTE BY US POWER SQUADRON 2003
 AE6862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6863 ***********************************************************************
 AE6863  SACS        -  This is a Secondary Airport Control Station.
 AE6863  DESIGNATION -  T30 B
 AE6863  PID         -  AE6863
 AE6863  STATE/COUNTY-  TX/FRIO
 AE6863  USGS QUAD   -  PEARSALL SOUTH (1982)
 AE6863
 AE6863                         *CURRENT SURVEY CONTROL
 AE6863  ___________________________________________________________________
 AE6863* NAD 83(1993)-  28 49 35.26745(N)    099 06 46.40639(W)     ADJUSTED  
 AE6863* NAVD 88     -       177.88   (meters)     583.6    (feet)  GPS OBS   
 AE6863  ___________________________________________________________________
 AE6863  X           -    -885,705.230 (meters)                     COMP
 AE6863  Y           -  -5,521,687.343 (meters)                     COMP
 AE6863  Z           -   3,057,138.794 (meters)                     COMP
 AE6863  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AE6863  ELLIP HEIGHT-         153.44  (meters)          (02/27/01) GPS OBS
 AE6863  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AE6863
 AE6863  HORZ ORDER  -  FIRST
 AE6863  ELLP ORDER  -  FOURTH    CLASS II
 AE6863
 AE6863.This mark is at Mckinley Fld (T30) Airport (T30)
 AE6863
 AE6863.The horizontal coordinates were established by GPS observations
 AE6863.and adjusted by the National Geodetic Survey in January 1998..
 AE6863
 AE6863.The orthometric height was determined by GPS observations and a
 AE6863.high-resolution geoid model.
 AE6863
 AE6863.GPS derived orthometric heights for airport stations designated as
 AE6863.PACS or SACS are published to 2 decimal places.  This maintains
 AE6863.centimeter relative accuracy between the PACS and SACS.  It does
 AE6863.not indicate centimeter accuracy relative to other marks which are
 AE6863.part of the NAVD 88 network.
 AE6863
 AE6863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6863
 AE6863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6863
 AE6863.The ellipsoidal height was determined by GPS observations
 AE6863.and is referenced to NAD 83.
 AE6863
 AE6863.The geoid height was determined by GEOID03.
 AE6863
 AE6863;                    North         East     Units Scale Factor Converg.
 AE6863;SPC TXSC     - 4,110,071.834   588,982.812   MT  0.99990234   -0 03 19.1
 AE6863;SPC TXSC     -13,484,460.68  1,932,354.44   sFT  0.99990234   -0 03 19.1
 AE6863;UTM  14      - 3,188,764.703   488,986.138   MT  0.99960150   -0 03 16.0
 AE6863
 AE6863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6863!SPC TXSC     -   0.99997590  x   0.99990234  =   0.99987824
 AE6863!UTM  14      -   0.99997590  x   0.99960150  =   0.99957741
 AE6863
 AE6863                          SUPERSEDED SURVEY CONTROL
 AE6863
 AE6863  ELLIP H (01/06/98)  153.57   (m)                       GP(       ) 4 2
 AE6863
 AE6863.Superseded values are not recommended for survey control.
 AE6863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6863.See file dsdata.txt to determine how the superseded data were derived.
 AE6863
 AE6863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8898688765(NAD 83)
 AE6863_MARKER: DD = SURVEY DISK
 AE6863_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6863+WITH SETTING: INTO GROUND
 AE6863_STAMPING: T30 B 1995
 AE6863_MARK LOGO: NGS   
 AE6863_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6863+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2003
 AE6863
 AE6863  HISTORY     - Date     Condition        Report By
 AE6863  HISTORY     - 1995     MONUMENTED       NGS
 AE6863  HISTORY     - 20030524 GOOD             USPSQD
 AE6863
 AE6863                          STATION DESCRIPTION
 AE6863
 AE6863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE6863'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH-SOUTHWEST OF
 AE6863'PEARSALL, 0.5 KM (0.30 MI) SOUTHEAST OF INTERSTATE HIGHWAY 35, AT
 AE6863'MCKINLEY FIELD AIRPORT.  OWNERSHIP--DON MCKINLEY, BOX 764, PEARSALL,
 AE6863'TEXAS 78061.  MR MCKINLEY IS ALSO THE AIRPORT MANAGER, TELEPHONE
 AE6863'512-334-3721 OR CALL MURRAY MCKINLEY AT 512-334-4565. TO REACH THE
 AE6863'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND FARM ROAD 140
 AE6863'AT PEARSALL, GO SOUTHEAST ON FARM ROAD 140 FOR 2.25 KM (1.40 MI) TO
 AE6863'ITS JUNCTION WITH U.S.  HIGHWAY 81 IN PEARSALL.  TURN RIGHT AND GO
 AE6863'SOUTHWEST ON U.S.  HIGHWAY 81 FOR 5.67 KM (3.50 MI) TO A ROAD RIGHT
 AE6863'LEADING UNDER INTERSTATE HIGHWAY 35.  CONTINUE SOUTHWEST ON U.S.
 AE6863'HIGHWAY 81 FOR 1.55 KM (0.95 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND
 AE6863'GO SOUTHEAST ON THE AIRPORT ENTRANCE ROAD AND TARMAC FOR 0.2 KM (0.10
 AE6863'MI) TO AN APRON.  CONTINUE AHEAD, BEARING EAST, ACROSS APRON FOR 0.08
 AE6863'KM (0.05 MI) TO THE WINDSOCK AND STATION RIGHT.  THE STATION IS
 AE6863'LOCATED 72.8 M (238.8 FT) WEST-SOUTHWEST OF THE WEST CORNER OF A A
 AE6863'BUILDING, 41.2 M (135.2 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 AE6863'RUNWAY 13-31, 17.6 M (57.7 FT) EAST-SOUTHEAST OF A TAXIWAY CENTERLINE,
 AE6863'AND 8.7 M (28.5 FT) NORTH-NORTHWEST OF A WINDSOCK. NOTE--THE DISK IS
 AE6863'ATATCHED TO A FENOL ROD AND IS ENCASED IN A 6-INCH PVC PIPE WITH A NGS
 AE6863'LOGO CAP.  DESCRIBED BY ED AND TYPED BY KLF.
 AE6863
 AE6863                          STATION RECOVERY (2003)
 AE6863
 AE6863'RECOVERY NOTE BY US POWER SQUADRON 2003
 AE6863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2827 ***********************************************************************
 AB2827  PACS        -  This is a Primary Airport Control Station.
 AB2827  DESIGNATION -  T39 A
 AB2827  PID         -  AB2827
 AB2827  STATE/COUNTY-  TX/WALKER
 AB2827  USGS QUAD   -  HUNTSVILLE (1976)
 AB2827
 AB2827                         *CURRENT SURVEY CONTROL
 AB2827  ___________________________________________________________________
 AB2827* NAD 83(1993)-  30 44 16.25238(N)    095 35 15.23500(W)     ADJUSTED  
 AB2827* NAVD 88     -       111.48   (meters)     365.7    (feet)  GPS OBS   
 AB2827  ___________________________________________________________________
 AB2827  X           -    -534,249.837 (meters)                     COMP
 AB2827  Y           -  -5,460,904.509 (meters)                     COMP
 AB2827  Z           -   3,240,989.609 (meters)                     COMP
 AB2827  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AB2827  ELLIP HEIGHT-          84.18  (meters)          (10/24/00) GPS OBS
 AB2827  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AB2827
 AB2827  HORZ ORDER  -  B
 AB2827  ELLP ORDER  -  FOURTH    CLASS II
 AB2827
 AB2827.This mark is at Huntsville Muni (T39) Airport (T39)
 AB2827
 AB2827.The horizontal coordinates were established by GPS observations
 AB2827.and adjusted by the National Geodetic Survey in February 1996..
 AB2827
 AB2827.The orthometric height was determined by GPS observations and a
 AB2827.high-resolution geoid model.
 AB2827
 AB2827.GPS derived orthometric heights for airport stations designated as
 AB2827.PACS or SACS are published to 2 decimal places.  This maintains
 AB2827.centimeter relative accuracy between the PACS and SACS.  It does
 AB2827.not indicate centimeter accuracy relative to other marks which are
 AB2827.part of the NAVD 88 network.
 AB2827
 AB2827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2827
 AB2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2827
 AB2827.The ellipsoidal height was determined by GPS observations
 AB2827.and is referenced to NAD 83.
 AB2827
 AB2827.The geoid height was determined by GEOID03.
 AB2827
 AB2827;                    North         East     Units Scale Factor Converg.
 AB2827;SPC TX C     - 3,128,437.762 1,154,289.433   MT  0.99989226   +2 26 39.7
 AB2827;SPC TX C     -10,263,882.89  3,787,031.25   sFT  0.99989226   +2 26 39.7
 AB2827;UTM  15      - 3,403,409.918   252,261.643   MT  1.00035717   -1 19 23.5
 AB2827
 AB2827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2827!SPC TX C     -   0.99998678  x   0.99989226  =   0.99987904
 AB2827!UTM  15      -   0.99998678  x   1.00035717  =   1.00034395
 AB2827
 AB2827                          SUPERSEDED SURVEY CONTROL
 AB2827
 AB2827  ELLIP H (02/20/96)   84.23   (m)                       GP(       ) 1 1
 AB2827
 AB2827.Superseded values are not recommended for survey control.
 AB2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2827.See file dsdata.txt to determine how the superseded data were derived.
 AB2827
 AB2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ5226203410(NAD 83)
 AB2827_MARKER: I = METAL ROD
 AB2827_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2827_STAMPING: T39 A 1995
 AB2827_MARK LOGO: NGS   
 AB2827_PROJECTION: FLUSH
 AB2827_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2827+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2827_ROD/PIPE-DEPTH: 6.1  meters
 AB2827_SLEEVE-DEPTH  : 0.9 meters
 AB2827
 AB2827  HISTORY     - Date     Condition        Report By
 AB2827  HISTORY     - 1995     MONUMENTED       NGS
 AB2827
 AB2827                          STATION DESCRIPTION
 AB2827
 AB2827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2827'THE STATION IS LOCATED 0N THE NORTHWEST SIDE OF HUNTSVILLE, AT THE
 AB2827'HUNTSVILLE MUNICIPAL AIRPORT, IN THE NORTHWEST QUADRANT OF THE
 AB2827'JUNCTION OF STATE HIGHWAY 75 AND AIRPORT DRIVE, NEAR THE SOUTH END OF
 AB2827'THE AIRFIELD.  OWNERSHIP--CITY OF HUNTSVILLE, 1000 AIRPORT DRIVE,
 AB2827'HUNTSVILLE, TX.  77340.  PHONE 409-295-8136.  WADE GILLESPIE MANAGER.
 AB2827'NOTE--STUDENT TRAINING AIRPORT, CONTACT OFFICE ON ARRIVAL. TO REACH
 AB2827'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND STATE
 AB2827'HIGHWAY 75 (EXIT 118) , GO NORTHEAST FOR 0.3 KM (0.20 MI) ON HIGHWAY
 AB2827'75 TO AIRPORT DRIVE ON THE LEFT.  TURN LEFT, NORTH, FOR 20 M (65.6 FT)
 AB2827'TO A WINDSOCK ON THE LEFT.  TURN LEFT, NORTHWEST, FOR ABOUT 90 M
 AB2827'(295.3 FT) TO THE STATION ON THE SOUTH SIDE OF A DRAINAGE DITCH, AND
 AB2827'NORTH OF A CHAIN-LINK FENCE, AT THE SOUTH END OF THE AIRPORT, AND THE
 AB2827'EXTENDED CENTERLINE OF THE TAXIWAY.  STATION IS 90.8 M (297.9 FT) WEST
 AB2827'OF THE CENTER OF AIRPORT DRIVE, 83.0 M (272.3 FT) EAST OF THE CENTER
 AB2827'OF A CHAIN-LINK FENCE GATE, AT THE EXTENDED RUNWAY CENTERLINE, 74.3 M
 AB2827'(243.8 FT) WEST OF A WINDSOCK, 23.3 M (76.4 FT) NORTH OF THE
 AB2827'CENTERLINE OF THE WEST BOUND LANES OF HIGHWAY 75, 15.9 M (52.2 FT)
 AB2827'NORTH OF A WITNESS POST AND CHAIN-LINK FENCE, 1.3 M (4.3 FT) SOUTH OF
 AB2827'A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AB2827'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AB2827'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6360 ***********************************************************************
 DF6360  PACS        -  This is a Primary Airport Control Station.
 DF6360  DESIGNATION -  T43 A
 DF6360  PID         -  DF6360
 DF6360  STATE/COUNTY-  TX/SAN PATRICIO
 DF6360  USGS QUAD   -  ARANSAS PASS (1975)
 DF6360
 DF6360                         *CURRENT SURVEY CONTROL
 DF6360  ___________________________________________________________________
 DF6360* NAD 83(1993)-  27 54 47.92921(N)    097 12 45.73119(W)     ADJUSTED  
 DF6360* NAVD 88     -         4.88   (meters)      16.0    (feet)  GPS OBS   
 DF6360  ___________________________________________________________________
 DF6360  X           -    -708,145.643 (meters)                     COMP
 DF6360  Y           -  -5,595,572.596 (meters)                     COMP
 DF6360  Z           -   2,968,009.639 (meters)                     COMP
 DF6360  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DF6360  ELLIP HEIGHT-         -21.83  (meters)          (07/14/03) GPS OBS
 DF6360  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DF6360
 DF6360  HORZ ORDER  -  B
 DF6360  ELLP ORDER  -  THIRD     CLASS I
 DF6360
 DF6360.This mark is at T C Mc Campbell Airport (T43)
 DF6360
 DF6360.The horizontal coordinates were established by GPS observations
 DF6360.and adjusted by the National Geodetic Survey in July 2003..
 DF6360
 DF6360.The orthometric height was determined by GPS observations and a
 DF6360.high-resolution geoid model.
 DF6360
 DF6360.GPS derived orthometric heights for airport stations designated as
 DF6360.PACS or SACS are published to 2 decimal places.  This maintains
 DF6360.centimeter relative accuracy between the PACS and SACS.  It does
 DF6360.not indicate centimeter accuracy relative to other marks which are
 DF6360.part of the NAVD 88 network.
 DF6360
 DF6360.Photographs are available for this station.
 DF6360
 DF6360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6360
 DF6360.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6360
 DF6360.The ellipsoidal height was determined by GPS observations
 DF6360.and is referenced to NAD 83.
 DF6360
 DF6360.The geoid height was determined by GEOID03.
 DF6360
 DF6360;                    North         East     Units Scale Factor Converg.
 DF6360;SPC TX S     - 5,249,566.826   426,722.603   MT  1.00002122   +0 35 04.0
 DF6360;SPC TX S     -17,222,953.83  1,400,005.74   sFT  1.00002122   +0 35 04.0
 DF6360;UTM  14      - 3,088,884.269   675,888.107   MT  0.99998185   +0 50 12.9
 DF6360
 DF6360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6360!SPC TX S     -   1.00000343  x   1.00002122  =   1.00002465
 DF6360!UTM  14      -   1.00000343  x   0.99998185  =   0.99998528
 DF6360
 DF6360:                Primary Azimuth Mark                     Grid Az
 DF6360:SPC TX S     -  T43 B                                    332 53 56.8
 DF6360:UTM  14      -  T43 B                                    332 38 47.9
 DF6360
 DF6360|---------------------------------------------------------------------|
 DF6360| PID    Reference Object                     Distance      Geod. Az  |
 DF6360|                                                           dddmmss.s |
 DF6360| DF6361 T43 B                               APPROX. 0.6 KM 3332900.8 |
 DF6360|---------------------------------------------------------------------|
 DF6360
 DF6360                          SUPERSEDED SURVEY CONTROL
 DF6360
 DF6360.No superseded survey control is available for this station.
 DF6360
 DF6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7588888884(NAD 83)
 DF6360_MARKER: I = METAL ROD
 DF6360_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF6360_STAMPING: T43 A 2003
 DF6360_MARK LOGO: NGS   
 DF6360_PROJECTION: FLUSH
 DF6360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6360+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 DF6360_ROD/PIPE-DEPTH: 9.3  meters
 DF6360_SLEEVE-DEPTH  : .9 meters
 DF6360
 DF6360  HISTORY     - Date     Condition        Report By
 DF6360  HISTORY     - 20030418 MONUMENTED       NGS
 DF6360  HISTORY     - 20040119 GOOD             NGS
 DF6360
 DF6360                          STATION DESCRIPTION
 DF6360
 DF6360'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF6360'THIS STATION IS LOCATED ABOUT 4.5 MILES WEST OF ARANSAS PASS ON
 DF6360'THE T C MCCAMPBELL AIRPORT, INGLESIDE, TEXAS.  THE MARK IS MIDFIELD
 DF6360'AND NORTH OF THE WINDSOCK NEAR THE CORNER OF THE CIRCLE
 DF6360'SEGMENT.  OWNERSHIP IS SAN PATRICIO COUNTY, 400 WEST SINTON
 DF6360'STREET, SINTON, TX 78362.  JIM PRICE, AIRPORT COMMISSIONER, PHONE
 DF6360'361 788 5276.  PERMISSION MUST BE OBTAINED BEFORE ACCESSING
 DF6360'AIRCRAFT OPERATIONS  AREA.
 DF6360' 
 DF6360'TO REACH THIS STATION FROM THE JUNCTION OF STATE HIGHWAY 361 AND
 DF6360'US 90 LOOP IN ARANSAS PASS, GO 0.6 MILES NORTH ON US 90 LOOP TO
 DF6360'STATE HIGHWAY 361 BUSINESS, LEFT AND GO 4.6 MILES ON 35 BUSINESS
 DF6360'AND THEN HIGHWAY 35 TO FARM ROAD 3512, TURN LEFT, SOUTHEAST, GO
 DF6360'1.1 MILE ON THE ROAD TO THE AIRPORT ENTRANCE ROAD, RIGHT AND
 DF6360'SOUTHWEST FOR 0.2 MILES ON ENTRANCE ROAD TO AIRCRAFT RAMP AREA.
 DF6360'CONTINUE ACROSS RAMP AREA TO THE TAXIWAY.  RIGHT AND GO 0.1 MILE
 DF6360'TO CONNECTOR TAXIWAY A, LEFT ON TAXIWAY A AND GO SOUTHWEST FOR
 DF6360'0.1 MILE AND ACROSS RUNWAY.  NOTE--GIVE WAY TO AIRCRAFT LANDING
 DF6360'AND TAKING OFF.  CONTINUE TO THE NORTH SIDE OF WINDSOCK ARRAY AN
 DF6360'STATION ON THE LEFT.
 DF6360' 
 DF6360'THE STATION IS 60.0 METERS SOUTHWEST OF RUNWAY PAVEMENT EDGE,
 DF6360'27.8 METERS NORTHWEST OF THE EXTENDED CENTER OF TAXIWAY A, 15.6
 DF6360'METERS NORTH OF THE WINDSOCK, 2.4 METERS EAST OF 4X8 FOOT
 DF6360'CONCRETE CIRCLE SEGMENT, 0.3 METERS SOUTHWEST OF THE WEST
 DF6360'CORNER OF A CIRCLE SEGMENT. NOTE--ACCESS TO THE DATUM POINT IS
 DF6360'THRU A 5 INCH LOGO CAP, SLEEVE DEPTH DOES NOT MEET CLASS A
 DF6360'REQUIREMENTS.  THIS IS A PRIMARY AIRPORT CONTROL STATION.
 DF6360' 
 DF6360' 
 DF6360'
 DF6360
 DF6360                          STATION RECOVERY (2004)
 DF6360
 DF6360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 DF6360'RECOVER AS DESCRIBED. 1/19/2003  DJA
 DF6360' 
 DF6360' 
 DF6360' 
 DF6360' 
 DF6360'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6361 ***********************************************************************
 DF6361  SACS        -  This is a Secondary Airport Control Station.
 DF6361  DESIGNATION -  T43 B
 DF6361  PID         -  DF6361
 DF6361  STATE/COUNTY-  TX/SAN PATRICIO
 DF6361  USGS QUAD   -  ARANSAS PASS (1975)
 DF6361
 DF6361                         *CURRENT SURVEY CONTROL
 DF6361  ___________________________________________________________________
 DF6361* NAD 83(1993)-  27 55 04.98135(N)    097 12 55.30943(W)     ADJUSTED  
 DF6361* NAVD 88     -         4.09   (meters)      13.4    (feet)  GPS OBS   
 DF6361  ___________________________________________________________________
 DF6361  X           -    -708,374.527 (meters)                     COMP
 DF6361  Y           -  -5,595,295.202 (meters)                     COMP
 DF6361  Z           -   2,968,473.095 (meters)                     COMP
 DF6361  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DF6361  ELLIP HEIGHT-         -22.63  (meters)          (07/14/03) GPS OBS
 DF6361  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DF6361
 DF6361  HORZ ORDER  -  FIRST
 DF6361  ELLP ORDER  -  FOURTH    CLASS II
 DF6361
 DF6361.This mark is at T C Mc Campbell Airport (T43)
 DF6361
 DF6361.The horizontal coordinates were established by GPS observations
 DF6361.and adjusted by the National Geodetic Survey in July 2003..
 DF6361
 DF6361.The orthometric height was determined by GPS observations and a
 DF6361.high-resolution geoid model.
 DF6361
 DF6361.GPS derived orthometric heights for airport stations designated as
 DF6361.PACS or SACS are published to 2 decimal places.  This maintains
 DF6361.centimeter relative accuracy between the PACS and SACS.  It does
 DF6361.not indicate centimeter accuracy relative to other marks which are
 DF6361.part of the NAVD 88 network.
 DF6361
 DF6361.Photographs are available for this station.
 DF6361
 DF6361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6361
 DF6361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6361
 DF6361.The ellipsoidal height was determined by GPS observations
 DF6361.and is referenced to NAD 83.
 DF6361
 DF6361.The geoid height was determined by GEOID03.
 DF6361
 DF6361;                    North         East     Units Scale Factor Converg.
 DF6361;SPC TX S     - 5,250,089.054   426,455.355   MT  1.00002254   +0 34 59.6
 DF6361;SPC TX S     -17,224,667.17  1,399,128.94   sFT  1.00002254   +0 34 59.6
 DF6361;UTM  14      - 3,089,405.293   675,618.571   MT  0.99998068   +0 50 08.9
 DF6361
 DF6361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6361!SPC TX S     -   1.00000355  x   1.00002254  =   1.00002609
 DF6361!UTM  14      -   1.00000355  x   0.99998068  =   0.99998423
 DF6361
 DF6361:                Primary Azimuth Mark                     Grid Az
 DF6361:SPC TX S     -  T43 A                                    152 53 56.7
 DF6361:UTM  14      -  T43 A                                    152 38 47.4
 DF6361
 DF6361|---------------------------------------------------------------------|
 DF6361| PID    Reference Object                     Distance      Geod. Az  |
 DF6361|                                                           dddmmss.s |
 DF6361| DF6360 T43 A                               APPROX. 0.6 KM 1532856.3 |
 DF6361|---------------------------------------------------------------------|
 DF6361
 DF6361                          SUPERSEDED SURVEY CONTROL
 DF6361
 DF6361.No superseded survey control is available for this station.
 DF6361
 DF6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7561989405(NAD 83)
 DF6361_MARKER: DD = SURVEY DISK
 DF6361_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF6361+WITH SETTING: PAVEMENT
 DF6361_SP_SET: DISK IN HEADWALL
 DF6361_STAMPING: T43 B 2003
 DF6361_MARK LOGO: NGS   
 DF6361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6361+STABILITY: SURFACE MOTION
 DF6361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6361+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 DF6361
 DF6361  HISTORY     - Date     Condition        Report By
 DF6361  HISTORY     - 20030418 MONUMENTED       NGS
 DF6361  HISTORY     - 20040119 GOOD             NGS
 DF6361
 DF6361                          STATION DESCRIPTION
 DF6361
 DF6361'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF6361'THIS STATION IS LOCATED ABOUT 4.5 MILES WEST OF ARANSAS PASS ON
 DF6361'THE T C MCCAMPBELL AIRPORT, INGLESIDE, TEXAS.  THE MARK IS
 DF6361'NORTHEAST OF THE RUNWAY 13 IN THE TOP OF THE SOUTHWEST
 DF6361'CONCRETE HEADWALL OF THREE CULVERTS UNDER TAXWAY.  OWNERSHIP
 DF6361'IS SAN PATRICIO COUNTY, 400 WEST SINTON STREET, SINTON, TX 78362.
 DF6361'JIM PRICE, AIRPORT COMMISSIONER, PHONE 361 788 5276.  PERMISSION
 DF6361'MUST BE OBTAINED BEFORE ACCESSING AIRCRAFT OPERATIONS  AREA.
 DF6361' 
 DF6361'TO REACH THIS STATION FROM THE JUNCTION OF STATE HIGHWAY 361 AND
 DF6361'US 90 LOOP IN ARANSAS PASS, GO 0.6 MILES NORTH ON US 90 LOOP TO
 DF6361'STATE HIGHWAY 361 BUSINESS, LEFT AND GO 4.6 MILES ON 35 BUSINESS
 DF6361'AND THEN HIGHWAY 35 TO FARM ROAD 3512, TURN LEFT, SOUTHEAST, GO
 DF6361'1.1 MILE ON THE ROAD TO THE AIRPORT ENTRANCE ROAD, RIGHT AND
 DF6361'SOUTHWEST FOR 0.2 MILES ON ENTRANCE ROAD TO AIRCRAFT RAMP AREA.
 DF6361'CONTINUE ACROSS RAMP AREA TO THE PARALLELTAXIWAY.  GO
 DF6361'NORTHWEST ON PARELLEL TAXIWAY FOR 0.45 MILES TO STATION ON
 DF6361'LEFT.  NOTE--GIVE WAY TO TAXING AIRCRAFT.
 DF6361' 
 DF6361'THE STATION IS SET IN TOP OF AND 0.3 METERS SOUTHWEST OF THE
 DF6361'NORTHEAST EDGE OF THE CONCRETE HEADWALL.  80.0 METERS
 DF6361'SOUTHEAST OF THE CENTERLINE OF A CONNECTOR TAXIWAY, 57.5 METERS
 DF6361'NORTHEAST OF THE EAST RUNWAY 13 EDGE, 15.7 METERS SOUTHWEST OF
 DF6361'THE PARALLEL TAXIWAY CENTERLINE, 1.4 METERS SOUTHEAST OF THE
 DF6361'NORTH CORNERS OF THE HEADWALL AND 0.5 METERS BELOW THE LEVEL
 DF6361'OF THE TAXIWAY.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 DF6361' 
 DF6361' 
 DF6361' 
 DF6361'
 DF6361
 DF6361                          STATION RECOVERY (2004)
 DF6361
 DF6361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 DF6361'RECOVERED AS DESCRIBED. 1/19/2004  DJA
 DF6361' 
 DF6361' 
 DF6361' 
 DF6361'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6362 ***********************************************************************
 DF6362  SACS        -  This is a Secondary Airport Control Station.
 DF6362  DESIGNATION -  T43 C
 DF6362  PID         -  DF6362
 DF6362  STATE/COUNTY-  TX/SAN PATRICIO
 DF6362  USGS QUAD   -  ARANSAS PASS (1975)
 DF6362
 DF6362                         *CURRENT SURVEY CONTROL
 DF6362  ___________________________________________________________________
 DF6362* NAD 83(1993)-  27 54 29.96341(N)    097 12 23.04186(W)     ADJUSTED  
 DF6362* NAVD 88     -         3.32   (meters)      10.9    (feet)  GPS OBS   
 DF6362  ___________________________________________________________________
 DF6362  X           -    -707,562.423 (meters)                     COMP
 DF6362  Y           -  -5,595,905.938 (meters)                     COMP
 DF6362  Z           -   2,967,520.213 (meters)                     COMP
 DF6362  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DF6362  ELLIP HEIGHT-         -23.37  (meters)          (07/14/03) GPS OBS
 DF6362  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DF6362
 DF6362  HORZ ORDER  -  FIRST
 DF6362  ELLP ORDER  -  FOURTH    CLASS II
 DF6362
 DF6362.This mark is at T C Mc Campbell Airport (T43)
 DF6362
 DF6362.The horizontal coordinates were established by GPS observations
 DF6362.and adjusted by the National Geodetic Survey in July 2003..
 DF6362
 DF6362.The orthometric height was determined by GPS observations and a
 DF6362.high-resolution geoid model.
 DF6362
 DF6362.GPS derived orthometric heights for airport stations designated as
 DF6362.PACS or SACS are published to 2 decimal places.  This maintains
 DF6362.centimeter relative accuracy between the PACS and SACS.  It does
 DF6362.not indicate centimeter accuracy relative to other marks which are
 DF6362.part of the NAVD 88 network.
 DF6362
 DF6362.Photographs are available for this station.
 DF6362
 DF6362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6362
 DF6362.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6362
 DF6362.The ellipsoidal height was determined by GPS observations
 DF6362.and is referenced to NAD 83.
 DF6362
 DF6362.The geoid height was determined by GEOID03.
 DF6362
 DF6362;                    North         East     Units Scale Factor Converg.
 DF6362;SPC TX S     - 5,249,020.151   427,348.682   MT  1.00001984   +0 35 14.3
 DF6362;SPC TX S     -17,221,160.28  1,402,059.80   sFT  1.00001984   +0 35 14.3
 DF6362;UTM  14      - 3,088,340.377   676,516.566   MT  0.99998459   +0 50 23.0
 DF6362
 DF6362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6362!SPC TX S     -   1.00000367  x   1.00001984  =   1.00002351
 DF6362!UTM  14      -   1.00000367  x   0.99998459  =   0.99998826
 DF6362
 DF6362                          SUPERSEDED SURVEY CONTROL
 DF6362
 DF6362.No superseded survey control is available for this station.
 DF6362
 DF6362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7651788340(NAD 83)
 DF6362_MARKER: DD = SURVEY DISK
 DF6362_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF6362+WITH SETTING: PAVEMENT
 DF6362_SP_SET: DISK IN HEADWALL
 DF6362_STAMPING: T43 C 2003
 DF6362_MARK LOGO: NGS   
 DF6362_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6362+STABILITY: SURFACE MOTION
 DF6362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6362+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 DF6362
 DF6362  HISTORY     - Date     Condition        Report By
 DF6362  HISTORY     - 20030418 MONUMENTED       NGS
 DF6362  HISTORY     - 20040119 GOOD             NGS
 DF6362
 DF6362                          STATION DESCRIPTION
 DF6362
 DF6362'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF6362'THIS STATION IS LOCATED ABOUT 4.5 MILES WEST OF ARANSAS PASS ON
 DF6362'THE T C MCCAMPBELL AIRPORT, INGLESIDE, TEXAS.  THE MARK IS NEAR THE
 DF6362'SOUTHEAST END OF THE RUNWAY  31 IN TOP OF THE NORTHWEST
 DF6362'CONCRETE HEADWALL OF JOINED THREE CULVERTS.  OWNERSHIP IS SAN
 DF6362'PATRICIO COUNTY, 400 WEST SINTON STREET, SINTON, TX 78362.  JIM
 DF6362'PRICE, AIRPORT COMMISSIONER, PHONE 361 788 5276.  PERMISSION MUST
 DF6362'BE OBTAINED BEFORE ACCESSING AIRCRAFT OPERATIONS  AREA.
 DF6362' 
 DF6362'TO REACH THIS STATION FROM THE JUNCTION OF STATE HIGHWAY 361 AND
 DF6362'US 90 LOOP IN ARANSAS PASS, GO 0.6 MILES NORTH ON US 90 LOOP TO
 DF6362'STATE HIGHWAY 361 BUSINESS, LEFT AND GO 4.6 MILES ON 35 BUSINESS
 DF6362'AND THEN HIGHWAY 35 TO FARM ROAD 3512, TURN LEFT, SOUTHEAST, GO
 DF6362'1.1 MILE ON THE ROAD TO THE AIRPORT ENTRANCE ROAD, RIGHT AND
 DF6362'SOUTHWEST FOR 0.2 MILES ON ENTRANCE ROAD TO AIRCRAFT RAMP AREA.
 DF6362'CONTINUE ACROSS RAMP AREA TO THE PARELLEL TAXIWAY.  LEFT AND
 DF6362'SOUTHEAST ON PARALLEL TAXIWAY FOR 0.4 MILES TO STATION ON RIGHT.
 DF6362' 
 DF6362'THE STATION IS SET IN TOP OF AND 0.3 METERS NORTHWEST OF THE
 DF6362'SOUTHEAST EDGE OF THE CONCRETE HEADWALL, 46.5 METERS
 DF6362'NORTHEAST OF THE RUNWAY  31 CENTERLINE, 39.0 METERS SOUTHWEST
 DF6362'OF THE PARALLEL TAXIWAY CENTERLINE, 23.4 METERS NORTHWEST OF
 DF6362'THE CENTER OF THE CONNECTOR TAXWAY, 2.8 METERS NORTHWEST OF A
 DF6362'RUNWAY SIGN 31, 1.8 METERS SOUTHWEST OF THE EAST CORNER OF THE
 DF6362'CONCRETE HEADWALL, AND 0.5 METERS BELOW THE LEVEL OF THE
 DF6362'TAXIWAY.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 DF6362'
 DF6362
 DF6362                          STATION RECOVERY (2004)
 DF6362
 DF6362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 DF6362'RECOVERED AS DESCRIBED. 1/19/2004  DJA
 DF6362' 
 DF6362' 
 DF6362' 
 DF6362' 
 DF6362' 
 DF6362'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3019 ***********************************************************************
 AE3019  SACS        -  This is a Secondary Airport Control Station.
 AE3019  DESIGNATION -  T45 A
 AE3019  PID         -  AE3019
 AE3019  STATE/COUNTY-  TX/CARSON
 AE3019  USGS QUAD   -  PANHANDLE EAST (1966)
 AE3019
 AE3019                         *CURRENT SURVEY CONTROL
 AE3019  ___________________________________________________________________
 AE3019* NAD 83(1993)-  35 21 46.96601(N)    101 22 00.73680(W)     ADJUSTED  
 AE3019* NAVD 88     -      1052.55   (meters)    3453.2    (feet)  GPS OBS   
 AE3019  ___________________________________________________________________
 AE3019  X           -  -1,026,458.576 (meters)                     COMP
 AE3019  Y           -  -5,105,902.328 (meters)                     COMP
 AE3019  Z           -   3,671,380.914 (meters)                     COMP
 AE3019  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AE3019  ELLIP HEIGHT-        1026.02  (meters)          (08/01/01) GPS OBS
 AE3019  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AE3019
 AE3019  HORZ ORDER  -  FIRST
 AE3019  ELLP ORDER  -  FOURTH    CLASS I
 AE3019
 AE3019.This mark is at Panhandle-Carson Co(T45) Airport (T45)
 AE3019
 AE3019.The horizontal coordinates were established by GPS observations
 AE3019.and adjusted by the National Geodetic Survey in September 1997..
 AE3019
 AE3019.The orthometric height was determined by GPS observations and a
 AE3019.high-resolution geoid model.
 AE3019
 AE3019.GPS derived orthometric heights for airport stations designated as
 AE3019.PACS or SACS are published to 2 decimal places.  This maintains
 AE3019.centimeter relative accuracy between the PACS and SACS.  It does
 AE3019.not indicate centimeter accuracy relative to other marks which are
 AE3019.part of the NAVD 88 network.
 AE3019
 AE3019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3019
 AE3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3019
 AE3019.The ellipsoidal height was determined by GPS observations
 AE3019.and is referenced to NAD 83.
 AE3019
 AE3019.The geoid height was determined by GEOID03.
 AE3019
 AE3019;                    North         East     Units Scale Factor Converg.
 AE3019;SPC TX N     - 1,151,219.794   212,098.074   MT  0.99991133   +0 04 37.8
 AE3019;SPC TX N     - 3,776,960.27    695,858.43   sFT  0.99991133   +0 04 37.8
 AE3019;UTM  14      - 3,915,876.213   284,956.995   MT  1.00016992   -1 22 13.3
 AE3019
 AE3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3019!SPC TX N     -   0.99983898  x   0.99991133  =   0.99975033
 AE3019!UTM  14      -   0.99983898  x   1.00016992  =   1.00000887
 AE3019
 AE3019                          SUPERSEDED SURVEY CONTROL
 AE3019
 AE3019  ELLIP H (09/19/97) 1026.03   (m)                       GP(       ) 4 1
 AE3019
 AE3019.Superseded values are not recommended for survey control.
 AE3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3019.See file dsdata.txt to determine how the superseded data were derived.
 AE3019
 AE3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8495715876(NAD 83)
 AE3019_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3019_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE3019+WITH SETTING: PAVEMENT
 AE3019_SP_SET: APRON
 AE3019_STAMPING: T45 A 1995
 AE3019_MARK LOGO: NGS   
 AE3019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3019+STABILITY: SURFACE MOTION
 AE3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3019+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE3019
 AE3019  HISTORY     - Date     Condition        Report By
 AE3019  HISTORY     - 1995     MONUMENTED       NGS
 AE3019
 AE3019                          STATION DESCRIPTION
 AE3019
 AE3019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE3019'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF PANHANDLE ON
 AE3019'THE PANHANDLE-CARSON COUNTY AIRPORT, NEAR THE SOUTHWEST CORNER OF THE
 AE3019'CONCRETE WASH APRON NORTH OF THE NORTH HANGAR.  OWNERSHIP--CITY OF
 AE3019'PANHANDLE AND CARSON COUNTY, CUTY HALL, PANHANDLE TX 79068.  THE CITY
 AE3019'MANAGER IS THOMAS BLAZEK, PHONE 806 537-3517.  TO REACH THE STATION
 AE3019'FROM THE JUNCTION OF U.S.  HIGHWAY 60 AND STATE HIGHWAY 207 IN
 AE3019'PANHANDLE, GO 1.93 KM (1.20 MI) NORTHEAST ALONG HIGHWAY 60 TO AIRPORT
 AE3019'ROAD, TURN LEFT, NORTH, GO 0.78 KM, (0.50 MI) CROSSING THE RAILROAD,
 AE3019'AND BEARING RIGHT, NORTH, ALONG A GRAVELED ROAD (AIRPORT ROAD) TO A
 AE3019'CROSS ROAD, TURN LEFT, WEST, GO 0.15 KM (0.10 MI) TO THE AIRPORT
 AE3019'ENTRANCE ROAD, TURN RIGHT, NORTH, GO 1.11 KM (0.70 MI) TO THE AIRPORT
 AE3019'OFFICE ON THE RIGHT, CONTINUE AHEAD ANOTHER 140 METERS (459.3 FT) TO
 AE3019'THE STATION ON THE RIGHT.  THE STATION IS IN TOP OF AND 0.4 M (1.3 FT)
 AE3019'NORTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE WASH APRON. 17.9 M
 AE3019'(58.7 FT) WEST OF THE SOUTHWEST CORNER OF A METAL BUILDING, 12.0 M
 AE3019'(39.4 FT) EAST OF A DIRT ROAD CENTER AT ITS END.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3285 ***********************************************************************
 AB3285  PACS        -  This is a Primary Airport Control Station.
 AB3285  DESIGNATION -  T45 B
 AB3285  PID         -  AB3285
 AB3285  STATE/COUNTY-  TX/CARSON
 AB3285  USGS QUAD   -  PANHANDLE EAST (1966)
 AB3285
 AB3285                         *CURRENT SURVEY CONTROL
 AB3285  ___________________________________________________________________
 AB3285* NAD 83(1993)-  35 21 20.29994(N)    101 21 56.46248(W)     ADJUSTED  
 AB3285* NAVD 88     -      1051.76   (meters)    3450.6    (feet)  GPS OBS   
 AB3285  ___________________________________________________________________
 AB3285  X           -  -1,026,446.380 (meters)                     COMP
 AB3285  Y           -  -5,106,389.300 (meters)                     COMP
 AB3285  Z           -   3,670,710.129 (meters)                     COMP
 AB3285  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AB3285  ELLIP HEIGHT-        1025.23  (meters)          (10/24/00) GPS OBS
 AB3285  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AB3285
 AB3285  HORZ ORDER  -  B
 AB3285  ELLP ORDER  -  FOURTH    CLASS II
 AB3285
 AB3285.This mark is at Panhandle-Carson Co(T45) Airport (T45)
 AB3285
 AB3285.The horizontal coordinates were established by GPS observations
 AB3285.and adjusted by the National Geodetic Survey in February 1996..
 AB3285
 AB3285.The orthometric height was determined by GPS observations and a
 AB3285.high-resolution geoid model.
 AB3285
 AB3285.GPS derived orthometric heights for airport stations designated as
 AB3285.PACS or SACS are published to 2 decimal places.  This maintains
 AB3285.centimeter relative accuracy between the PACS and SACS.  It does
 AB3285.not indicate centimeter accuracy relative to other marks which are
 AB3285.part of the NAVD 88 network.
 AB3285
 AB3285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3285
 AB3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3285
 AB3285.The ellipsoidal height was determined by GPS observations
 AB3285.and is referenced to NAD 83.
 AB3285
 AB3285.The geoid height was determined by GEOID03.
 AB3285
 AB3285;                    North         East     Units Scale Factor Converg.
 AB3285;SPC TX N     - 1,150,398.201   212,207.087   MT  0.99991146   +0 04 40.2
 AB3285;SPC TX N     - 3,774,264.76    696,216.08   sFT  0.99991146   +0 04 40.2
 AB3285;UTM  14      - 3,915,051.915   285,045.244   MT  1.00016945   -1 22 09.9
 AB3285
 AB3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3285!SPC TX N     -   0.99983910  x   0.99991146  =   0.99975058
 AB3285!UTM  14      -   0.99983910  x   1.00016945  =   1.00000853
 AB3285
 AB3285                          SUPERSEDED SURVEY CONTROL
 AB3285
 AB3285  ELLIP H (02/20/96) 1025.24   (m)                       GP(       ) 1 2
 AB3285
 AB3285.Superseded values are not recommended for survey control.
 AB3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3285.See file dsdata.txt to determine how the superseded data were derived.
 AB3285
 AB3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8504515052(NAD 83)
 AB3285_MARKER: I = METAL ROD
 AB3285_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3285_STAMPING: T45 B 1995
 AB3285_MARK LOGO: NGS   
 AB3285_PROJECTION: FLUSH
 AB3285_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3285+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3285_ROD/PIPE-DEPTH: 3.0  meters
 AB3285_SLEEVE-DEPTH  : 0.9 meters
 AB3285
 AB3285  HISTORY     - Date     Condition        Report By
 AB3285  HISTORY     - 1995     MONUMENTED       NGS
 AB3285
 AB3285                          STATION DESCRIPTION
 AB3285
 AB3285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3285'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI)  NORTHEAST OF PANHANDLE ON
 AB3285'THE PANHANDLE-CARSON COUNTY AIRPORT, WEST OF AND IN LINE WITH THE
 AB3285'SOUTH RYUNWAY END.  OWNERSHIP--CITY OF PANHANDLE AND CARSON COUNTY,
 AB3285'CITY HALL, PANHANDLE TX 79068.  THE CITY MANAGER IS THOMAS BLAZEK,
 AB3285'PHONE 806 537-3517.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB3285'HIGHWAY 60 AND STATE HIGHWAY 207 IN PANHANDLE, GO 1.93 KM (1.20 MI)
 AB3285'NORTHEAST ALONG HIGHWAY 60 TO AIRPORT ROAD, TURN LEFT, NORTH, GO 0.78
 AB3285'KM, CROSSING THE RAILROAD, AND BEARING RIGHT, NORTH, ALONG A GRAVELED
 AB3285'ROAD (AIRPORT ROAD) TO A CROSS ROAD, TURN LEFT, WEST, GO 0.15 KM (0.10
 AB3285'MI)  TO THE AIRPORT ENTRANCE ROAD, TURN RIGHT, NORTH, GO 0.21 KM (0.15
 AB3285'MI)  TO THE STATION ON THE RIGHT IN LINE WITH THE SOUTH END OF THE
 AB3285'RUNWAY.  THE STATION IS 56.0 M (183.7 FT)  WEST OF AND IN LINE WITH
 AB3285'RUNWAY 35 END, 11.0 M (36.1 FT)  EAST OF AND LEVEL WITH THE AIRPORT
 AB3285'ROAD CENTER, AND 0.6 M (2.0 FT)  SOUTH OF A WITTNESS POST.
 AB3285'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AB3285'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3017 ***********************************************************************
 AE3017  SACS        -  This is a Secondary Airport Control Station.
 AE3017  DESIGNATION -  T45 C
 AE3017  PID         -  AE3017
 AE3017  STATE/COUNTY-  TX/CARSON
 AE3017  USGS QUAD   -  PANHANDLE EAST (1966)
 AE3017
 AE3017                         *CURRENT SURVEY CONTROL
 AE3017  ___________________________________________________________________
 AE3017* NAD 83(1993)-  35 21 42.72105(N)    101 21 52.45758(W)     ADJUSTED  
 AE3017* NAVD 88     -      1051.92   (meters)    3451.2    (feet)  GPS OBS   
 AE3017  ___________________________________________________________________
 AE3017  X           -  -1,026,268.449 (meters)                     COMP
 AE3017  Y           -  -5,106,017.254 (meters)                     COMP
 AE3017  Z           -   3,671,273.838 (meters)                     COMP
 AE3017  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AE3017  ELLIP HEIGHT-        1025.38  (meters)          (08/01/01) GPS OBS
 AE3017  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AE3017
 AE3017  HORZ ORDER  -  FIRST
 AE3017  ELLP ORDER  -  FOURTH    CLASS I
 AE3017
 AE3017.This mark is at Panhandle-Carson Co(T45) Airport (T45)
 AE3017
 AE3017.The horizontal coordinates were established by GPS observations
 AE3017.and adjusted by the National Geodetic Survey in September 1997..
 AE3017
 AE3017.The orthometric height was determined by GPS observations and a
 AE3017.high-resolution geoid model.
 AE3017
 AE3017.GPS derived orthometric heights for airport stations designated as
 AE3017.PACS or SACS are published to 2 decimal places.  This maintains
 AE3017.centimeter relative accuracy between the PACS and SACS.  It does
 AE3017.not indicate centimeter accuracy relative to other marks which are
 AE3017.part of the NAVD 88 network.
 AE3017
 AE3017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3017
 AE3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3017
 AE3017.The ellipsoidal height was determined by GPS observations
 AE3017.and is referenced to NAD 83.
 AE3017
 AE3017.The geoid height was determined by GEOID03.
 AE3017
 AE3017;                    North         East     Units Scale Factor Converg.
 AE3017;SPC TX N     - 1,151,089.265   212,307.246   MT  0.99991135   +0 04 42.5
 AE3017;SPC TX N     - 3,776,532.03    696,544.69   sFT  0.99991135   +0 04 42.5
 AE3017;UTM  14      - 3,915,740.407   285,162.857   MT  1.00016883   -1 22 08.4
 AE3017
 AE3017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3017!SPC TX N     -   0.99983908  x   0.99991135  =   0.99975045
 AE3017!UTM  14      -   0.99983908  x   1.00016883  =   1.00000788
 AE3017
 AE3017                          SUPERSEDED SURVEY CONTROL
 AE3017
 AE3017  ELLIP H (09/19/97) 1025.39   (m)                       GP(       ) 4 1
 AE3017
 AE3017.Superseded values are not recommended for survey control.
 AE3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3017.See file dsdata.txt to determine how the superseded data were derived.
 AE3017
 AE3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8516315740(NAD 83)
 AE3017_MARKER: DD = SURVEY DISK
 AE3017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE3017_STAMPING: T45 C 1995
 AE3017_MARK LOGO: NGS   
 AE3017_PROJECTION: FLUSH
 AE3017_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3017+STABILITY: SURFACE MOTION
 AE3017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3017+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE3017_ROD/PIPE-DEPTH: 1.0  meters
 AE3017
 AE3017  HISTORY     - Date     Condition        Report By
 AE3017  HISTORY     - 1995     MONUMENTED       NGS
 AE3017
 AE3017                          STATION DESCRIPTION
 AE3017
 AE3017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE3017'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) NORTHEAST OF PANHANDLE
 AE3017'ON THE PANHANDLE-CARSON COUNTY AIRPORT, ALONG THE WEST EDGE AND NEAR
 AE3017'THE CENTER OF RUNWAY 17-35.  OWNERSHIP--CITY OF PANHANDLE AND CARSON
 AE3017'COUNTY, CITY HALL, PANHANDLE, TX 79068.  THE CITY MANAGER IS THOMAS
 AE3017'BLAZEK.  THE PHONE NUMBER IS 806-537-3517.  TO REACH THE STATION FROM
 AE3017'THE U.S.  HIGHWAY 60 AND STATE HIGHWAY 207 IN PANHANDLE, GO 1.9 KM
 AE3017'(1.20 MI) NORTHEAST ALONG HIGHWAY 60 TO AIRPORT ROAD.  TURN LEFT,
 AE3017'NORTH, AND GO 0.8 KM (0.50 MI) ALONG THE ROAD, CROSSING A RAILROAD,
 AE3017'THEN BEARING RIGHT, NORTH, ALONG A GRAVELED PORTION OF THE ROAD TO A
 AE3017'CROSSROAD.  TURN LEFT, WEST, AND GO 0.2 KM (0.10 MI) TO THE AIRPORT
 AE3017'ENTRANCE ROAD.  TURN RIGHT AND GO NORTH FOR 0.9 KM (0.55 MI) ON THE
 AE3017'ENTRANCE ROAD TO A PAVED DRIVE RIGHT.  TURN RIGHT AND GO EAST FOR 0.2
 AE3017'KM (0.10 MI) ALONG THE ROAD, PASSING BETWEEN TWO HANGARS, AND ACROSS
 AE3017'APRON AND TAXIWAY AND ACROSS RUNWAY 17-35 TO THE STATION LEFT.  THE
 AE3017'STATION IS 46.0 M (150.9 FT) EAST OF THE RUNWAY CENTERLINE,39.6 M WEST
 AE3017'OF A GRAVELED FARM ROAD, 34.9 M (114.5 FT) NORTH OF THE WINDSOCK, AND
 AE3017'DISK IS ENCASED IN A 6-INCH PVC PIPE WITH NGS LOGO CAP.  NOTE--THE
 AE3017'MARK IS A BRASS DISK ATTATCHED TO A FENOL ROD.  THIS STATION WAS
 AE3017'SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3018 ***********************************************************************
 AE3018  SACS        -  This is a Secondary Airport Control Station.
 AE3018  DESIGNATION -  T45 D
 AE3018  PID         -  AE3018
 AE3018  STATE/COUNTY-  TX/CARSON
 AE3018  USGS QUAD   -  PANHANDLE EAST (1966)
 AE3018
 AE3018                         *CURRENT SURVEY CONTROL
 AE3018  ___________________________________________________________________
 AE3018* NAD 83(1993)-  35 22 03.87896(N)    101 21 52.77032(W)     ADJUSTED  
 AE3018* NAVD 88     -      1051.22   (meters)    3448.9    (feet)  GPS OBS   
 AE3018  ___________________________________________________________________
 AE3018  X           -  -1,026,201.699 (meters)                     COMP
 AE3018  Y           -  -5,105,645.080 (meters)                     COMP
 AE3018  Z           -   3,671,805.262 (meters)                     COMP
 AE3018  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AE3018  ELLIP HEIGHT-        1024.68  (meters)          (08/01/01) GPS OBS
 AE3018  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AE3018
 AE3018  HORZ ORDER  -  FIRST
 AE3018  ELLP ORDER  -  FOURTH    CLASS I
 AE3018
 AE3018.This mark is at Panhandle-Carson Co(T45) Airport (T45)
 AE3018
 AE3018.The horizontal coordinates were established by GPS observations
 AE3018.and adjusted by the National Geodetic Survey in September 1997..
 AE3018
 AE3018.The orthometric height was determined by GPS observations and a
 AE3018.high-resolution geoid model.
 AE3018
 AE3018.GPS derived orthometric heights for airport stations designated as
 AE3018.PACS or SACS are published to 2 decimal places.  This maintains
 AE3018.centimeter relative accuracy between the PACS and SACS.  It does
 AE3018.not indicate centimeter accuracy relative to other marks which are
 AE3018.part of the NAVD 88 network.
 AE3018
 AE3018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3018
 AE3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3018
 AE3018.The ellipsoidal height was determined by GPS observations
 AE3018.and is referenced to NAD 83.
 AE3018
 AE3018.The geoid height was determined by GEOID03.
 AE3018
 AE3018;                    North         East     Units Scale Factor Converg.
 AE3018;SPC TX N     - 1,151,741.255   212,298.459   MT  0.99991126   +0 04 42.4
 AE3018;SPC TX N     - 3,778,671.10    696,515.86   sFT  0.99991126   +0 04 42.4
 AE3018;UTM  14      - 3,916,392.578   285,170.545   MT  1.00016879   -1 22 09.3
 AE3018
 AE3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3018!SPC TX N     -   0.99983919  x   0.99991126  =   0.99975047
 AE3018!UTM  14      -   0.99983919  x   1.00016879  =   1.00000795
 AE3018
 AE3018                          SUPERSEDED SURVEY CONTROL
 AE3018
 AE3018  ELLIP H (09/19/97) 1024.70   (m)                       GP(       ) 4 1
 AE3018
 AE3018.Superseded values are not recommended for survey control.
 AE3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3018.See file dsdata.txt to determine how the superseded data were derived.
 AE3018
 AE3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8517116393(NAD 83)
 AE3018_MARKER: DD = SURVEY DISK
 AE3018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE3018_MARK LOGO: NGS   
 AE3018_PROJECTION: FLUSH
 AE3018_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3018+STABILITY: SURFACE MOTION
 AE3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3018+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE3018_ROD/PIPE-DEPTH: 1.0  meters
 AE3018
 AE3018  HISTORY     - Date     Condition        Report By
 AE3018  HISTORY     - 1995     MONUMENTED       NGS
 AE3018
 AE3018                          STATION DESCRIPTION
 AE3018
 AE3018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE3018'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) NORTHEAST OF PANHANDLE
 AE3018'ON THE PANHANDLE-CARSON COUNTY AIRPORT, ALONG THE WEST EDGE AND NEAR
 AE3018'THE NORTH END OF RUNWAY 17-35.  OWNERSHIP--CITY OF PANHANDLE AND
 AE3018'CARSON COUNTY, CITY HALL, PANHANDLE, TX 79068.  THE CITY MANAGER IS
 AE3018'THOMAS BLAZEK.  THE PHONE NUMBER IS 806-537-3517.  TO REACH THE
 AE3018'STATION FROM THE U.S.  HIGHWAY 60 AND STATE HIGHWAY 207 IN PANHANDLE,
 AE3018'GO 1.9 KM (1.20 MI) NORTHEAST ALONG HIGHWAY 60 TO AIRPORT ROAD.  TURN
 AE3018'LEFT, NORTH, AND GO 0.8 KM (0.50 MI) ALONG THE ROAD, CROSSING A
 AE3018'RAILROAD, THEN BEARING RIGHT, NORTH, ALONG A GRAVELED PORTION OF THE
 AE3018'ROAD TO A CROSSROAD.  TURN LEFT, WEST, AND GO 0.2 KM (0.10 MI) TO THE
 AE3018'AIRPORT ENTRANCE ROAD.  TURN RIGHT AND GO NORTH FOR 0.9 KM (0.55 MI)
 AE3018'ON THE ENTRANCE ROAD TO A PAVED DRIVE RIGHT.  TURN RIGHT AND GO EAST
 AE3018'FOR 0.15 KM (0.10 MI) ALONG THE ROAD, PASSING BETWEEN TWO HANGARS, AND
 AE3018'ACROSS APRON AND TAXIWAY TO RUNWAY 17-35.  TURN LEFT AND GO NORTH
 AE3018'ALONG THE RUNWAY TO THE STATION ON THE RIGHT AND IN LINE WITH THE
 AE3018'NORTH END OF THE RUNWAY.  THE STATION IS 46.3 M (151.9 FT) WEST OF A
 AE3018'GRAVELED FARM ROAD, 30.0 M (98.4 FT) EAST OF THE RUNWAY CENTERLINE,
 AE3018'AND DISK IS ENCASED IN A 6-INCH PVC PIPE WITH NGS LOGO CAP. NOTE--THE
 AE3018'MARK IS A BRASS DISK ATTATCHED TO A FENOL ROD.  THIS STATION WAS
 AE3018'SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2818 ***********************************************************************
 AB2818  PACS        -  This is a Primary Airport Control Station.
 AB2818  DESIGNATION -  T47 A
 AB2818  PID         -  AB2818
 AB2818  STATE/COUNTY-  TX/WICHITA
 AB2818  USGS QUAD   -  SLOOP CREEK (1981)
 AB2818
 AB2818                         *CURRENT SURVEY CONTROL
 AB2818  ___________________________________________________________________
 AB2818* NAD 83(1993)-  33 51 13.28813(N)    098 29 23.03535(W)     ADJUSTED  
 AB2818* NAVD 88     -       305.44   (meters)    1002.1    (feet)  GPS OBS   
 AB2818  ___________________________________________________________________
 AB2818  X           -    -782,826.486 (meters)                     COMP
 AB2818  Y           -  -5,244,443.334 (meters)                     COMP
 AB2818  Z           -   3,533,135.528 (meters)                     COMP
 AB2818  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AB2818  ELLIP HEIGHT-         277.82  (meters)          (10/24/00) GPS OBS
 AB2818  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AB2818
 AB2818  HORZ ORDER  -  B
 AB2818  ELLP ORDER  -  FOURTH    CLASS II
 AB2818
 AB2818.This mark is at Kickapoo Downtown Airpark (T47)  (T47)
 AB2818
 AB2818.The horizontal coordinates were established by GPS observations
 AB2818.and adjusted by the National Geodetic Survey in February 1996..
 AB2818
 AB2818.The orthometric height was determined by GPS observations and a
 AB2818.high-resolution geoid model.
 AB2818
 AB2818.GPS derived orthometric heights for airport stations designated as
 AB2818.PACS or SACS are published to 2 decimal places.  This maintains
 AB2818.centimeter relative accuracy between the PACS and SACS.  It does
 AB2818.not indicate centimeter accuracy relative to other marks which are
 AB2818.part of the NAVD 88 network.
 AB2818
 AB2818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2818
 AB2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2818
 AB2818.The ellipsoidal height was determined by GPS observations
 AB2818.and is referenced to NAD 83.
 AB2818
 AB2818.The geoid height was determined by GEOID03.
 AB2818
 AB2818;                    North         East     Units Scale Factor Converg.
 AB2818;SPC TXNC     - 2,242,528.450   600,950.198   MT  0.99997044   +0 00 20.2
 AB2818;SPC TXNC     - 7,357,362.09  1,971,617.44   sFT  0.99997044   +0 00 20.2
 AB2818;UTM  14      - 3,746,050.829   547,203.014   MT  0.99962747   +0 17 03.3
 AB2818
 AB2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2818!SPC TXNC     -   0.99995639  x   0.99997044  =   0.99992683
 AB2818!UTM  14      -   0.99995639  x   0.99962747  =   0.99958387
 AB2818
 AB2818:                Primary Azimuth Mark                     Grid Az
 AB2818:SPC TXNC     -  KICKPORT AZ MK                           343 57 08.1
 AB2818:UTM  14      -  KICKPORT AZ MK                           343 40 25.0
 AB2818
 AB2818|---------------------------------------------------------------------|
 AB2818| PID    Reference Object                     Distance      Geod. Az  |
 AB2818|                                                           dddmmss.s |
 AB2818| DO0954 KICKPORT AZ MK                      APPROX. 0.6 KM 3435728.3 |
 AB2818|---------------------------------------------------------------------|
 AB2818
 AB2818                          SUPERSEDED SURVEY CONTROL
 AB2818
 AB2818  ELLIP H (02/20/96)  277.87   (m)                       GP(       ) 1 1
 AB2818
 AB2818.Superseded values are not recommended for survey control.
 AB2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2818.See file dsdata.txt to determine how the superseded data were derived.
 AB2818
 AB2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4720346051(NAD 83)
 AB2818_MARKER: I = METAL ROD
 AB2818_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2818_STAMPING: T47 A 1994
 AB2818_MARK LOGO: NGS   
 AB2818_PROJECTION: FLUSH
 AB2818_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2818+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2818_ROD/PIPE-DEPTH: 2.13 meters
 AB2818_SLEEVE-DEPTH  : 1 meters
 AB2818
 AB2818  HISTORY     - Date     Condition        Report By
 AB2818  HISTORY     - 1994     MONUMENTED       NGS
 AB2818
 AB2818                          STATION DESCRIPTION
 AB2818
 AB2818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2818'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTH NORTHEAST OF
 AB2818'SCOTLAND, 13.0 MI (20.9 KM) SOUTHEAST OF IOWA PARK, 1.3 MI (2.1 KM)
 AB2818'SOUTHEAST OF DOWNTOWN WICHITA FALLS AND NEAR THE SOUTHEAST CORNER OF
 AB2818'THE KICKAPOO DOWNTOWN AIRPARK PROPERTY.  OWNERSHIP---JOHN COPPAGE
 AB2818'(AIRPORT MANAGER) , 4515 JACKSBORO HIGHWAY, WICHITA FALLS, TX 76302.
 AB2818'PHONE (817) 766-1735.  TO REACH THE STATION FROM THE JUCTION OF STATE
 AB2818'HIGHWAYS 369 (SOUTHWEST PARKWAY) AND 473 (OLD JACKSBORO HIGHWAY) ABOUT
 AB2818'1.9 SOUTH OF DOWNTOWN WICHITA FALLS, GO NORTH ON STATE HIGHWAY 473 FOR
 AB2818'0.8 MI (1.3 KM) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT.
 AB2818'CONTINUE AHEAD AND GO NORTH FOR 0.15 MI (0.24 KM) TO A PAVED ROAD
 AB2818'RIGHT.  TURN RIGHT AND GO EAST ON HATTON ROAD FOR 0.5 MI (0.8 KM) TO A
 AB2818'PAVED FRONTAGE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY THEN WESTERLY
 AB2818'FOLLOWING THE FRONTAGE ROAD FOR 1.05 MI (1.69 KM) TO A LARGE HIGHWAY
 AB2818'SIGN (HIGHWAY 79 SOUTH) ON THE LEFT AND THE STATION ON THE RIGHT.  THE
 AB2818'PROPOSED STATION IS LOCATED 81.5 FT (24.8 M) WEST NORTHWEST FROM THE
 AB2818'SOUTHEAST CORNER OF THE AIRPORT PROPERTY, 42.6 FT (13.0 M) EAST
 AB2818'NORTHEAST FROM THE CENTER OF A 50 CM IN DIAMETER STORM SEWER MANHOLE
 AB2818'COVER, 15.5 FT (4.7 M) NORTH FROM THE NORTH EDGE OF A CONCRETE CURB
 AB2818'AND 3.5 FT (1.1 M) FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6062 ***********************************************************************
 AC6062  SACS        -  This is a Secondary Airport Control Station.
 AC6062  DESIGNATION -  T53 A
 AC6062  PID         -  AC6062
 AC6062  STATE/COUNTY-  TX/NUECES
 AC6062  USGS QUAD   -  ROBSTOWN (1975)
 AC6062
 AC6062                         *CURRENT SURVEY CONTROL
 AC6062  ___________________________________________________________________
 AC6062* NAD 83(1993)-  27 46 32.95597(N)    097 41 11.84886(W)     ADJUSTED  
 AC6062* NAVD 88     -        22.71   (meters)      74.5    (feet)  GPS OBS   
 AC6062  ___________________________________________________________________
 AC6062  X           -    -755,358.622 (meters)                     COMP
 AC6062  Y           -  -5,596,592.177 (meters)                     COMP
 AC6062  Z           -   2,954,545.661 (meters)                     COMP
 AC6062  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AC6062  ELLIP HEIGHT-          -3.88  (meters)          (02/02/01) GPS OBS
 AC6062  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AC6062
 AC6062  HORZ ORDER  -  FIRST
 AC6062  ELLP ORDER  -  FIFTH     CLASS I
 AC6062
 AC6062.This mark is at Nueces Co (T53) Airport (T53)
 AC6062
 AC6062.The horizontal coordinates were established by GPS observations
 AC6062.and adjusted by the National Geodetic Survey in February 1997..
 AC6062
 AC6062.The orthometric height was determined by GPS observations and a
 AC6062.high-resolution geoid model.
 AC6062
 AC6062.GPS derived orthometric heights for airport stations designated as
 AC6062.PACS or SACS are published to 2 decimal places.  This maintains
 AC6062.centimeter relative accuracy between the PACS and SACS.  It does
 AC6062.not indicate centimeter accuracy relative to other marks which are
 AC6062.part of the NAVD 88 network.
 AC6062
 AC6062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6062
 AC6062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6062
 AC6062.The ellipsoidal height was determined by GPS observations
 AC6062.and is referenced to NAD 83.
 AC6062
 AC6062.The geoid height was determined by GEOID03.
 AC6062
 AC6062;                    North         East     Units Scale Factor Converg.
 AC6062;SPC TX S     - 5,233,942.302   380,168.394   MT  0.99998595   +0 22 09.4
 AC6062;SPC TX S     -17,171,692.37  1,247,269.14   sFT  0.99998595   +0 22 09.4
 AC6062;UTM  14      - 3,073,060.591   629,407.091   MT  0.99980670   +0 36 43.7
 AC6062
 AC6062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6062!SPC TX S     -   1.00000061  x   0.99998595  =   0.99998656
 AC6062!UTM  14      -   1.00000061  x   0.99980670  =   0.99980731
 AC6062
 AC6062:                Primary Azimuth Mark                     Grid Az
 AC6062:SPC TX S     -  T53 B                                    314 33 13.3
 AC6062:UTM  14      -  T53 B                                    314 18 39.0
 AC6062
 AC6062|---------------------------------------------------------------------|
 AC6062| PID    Reference Object                     Distance      Geod. Az  |
 AC6062|                                                           dddmmss.s |
 AC6062| AB3207 T53 B                               APPROX. 0.5 KM 3145522.7 |
 AC6062|---------------------------------------------------------------------|
 AC6062
 AC6062                          SUPERSEDED SURVEY CONTROL
 AC6062
 AC6062  ELLIP H (02/18/97)   -3.77   (m)                       GP(       ) 5 1
 AC6062
 AC6062.Superseded values are not recommended for survey control.
 AC6062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6062.See file dsdata.txt to determine how the superseded data were derived.
 AC6062
 AC6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2940773061(NAD 83)
 AC6062_MARKER: I = METAL ROD
 AC6062_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6062_STAMPING: T53 A 1995
 AC6062_MARK LOGO: NGS   
 AC6062_PROJECTION: RECESSED 5 CENTIMETERS
 AC6062_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6062+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6062_ROD/PIPE-DEPTH: 8.53 meters
 AC6062_SLEEVE-DEPTH  : 1 meters
 AC6062
 AC6062  HISTORY     - Date     Condition        Report By
 AC6062  HISTORY     - 1995     MONUMENTED       NGS
 AC6062  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AC6062
 AC6062                          STATION DESCRIPTION
 AC6062
 AC6062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6062'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) WEST OF CORPUS CHRISTI,
 AC6062'10.0 MI (16.1 KM) NORTHEAST OF DRISCOLL, 1.5 MI (2.4 KM) SOUTHWEST OF
 AC6062'ROBSTOWN AND AT THE NUECES COUNTY AIRPORT.  OWNERSHIP--COUNTY OF
 AC6062'NUECES, AIRPORT MANAGER IS MANUEL FLORES, RT 2 BOX 189A, ROBSTOWN, TX.
 AC6062'78380.  PHONE (512) 387-1700.  TO REACH THE STATION FROM THE JUNCTION
 AC6062'OF US HIGHWAY 77 AND STATE HIGHWAY 44 EAST ON THE EAST SIDE OF
 AC6062'ROBSTOWN, GO SOUTHERLY ON US HIGHWAY 77 FOR 1.2 MI (1.9 KM) TO THE
 AC6062'INTERSECTION OF FARM ROAD 892 (LINCOLN AVENUE) , TURN RIGHT AND GO
 AC6062'NORTH ON FARM ROAD 892 FOR 0.5 MI (0.8 KM) TO A PAVED ROAD LEFT, TURN
 AC6062'LEFT AND GO WEST ON RUBEN CHAVEZ ROAD FOR 1.3 MI (2.1 KM) TO A PAVED
 AC6062'ROAD LEFT, TURN LEFT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR
 AC6062'0.25 MI (0.40 KM) TO THE APRON AHEAD AND THE OFFICE ON THE RIGHT, BEAR
 AC6062'RIGHT AND GO SOUTHWEST ON THE APRON AND A CONNECTOR TAXIWAY FOR 0.1 MI
 AC6062'(0.2 KM) TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST ON THE RUNWAY FOR
 AC6062'0.35 MI (0.56 KM) TO THE PAVEMENT END AND THE STATION ON THE LEFT.
 AC6062'THE STATION IS 189.0 FT (57.6 M) NORTHEAST OF THE RUNWAY CENTER, 105.0
 AC6062'FT (32.0 M) SOUTHEAST OF THE NORTHEASTERN MOST EDGE OF THE TURN AROUND
 AC6062'PAVEMENT, 70.0 FT (21.3 M) SOUTHWEST OF A WITNESS POST AT THE EDGE OF
 AC6062'A CULTIVATED FIELD AND 48.0 FT (14.6 M) EAST OF THE TURN AROUND
 AC6062'TAXIWAY CENTER.  MARK IS A SAC STATION.
 AC6062
 AC6062                          STATION RECOVERY (2001)
 AC6062
 AC6062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AC6062'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3207 ***********************************************************************
 AB3207  PACS        -  This is a Primary Airport Control Station.
 AB3207  DESIGNATION -  T53 B
 AB3207  PID         -  AB3207
 AB3207  STATE/COUNTY-  TX/NUECES
 AB3207  USGS QUAD   -  ROBSTOWN (1975)
 AB3207
 AB3207                         *CURRENT SURVEY CONTROL
 AB3207  ___________________________________________________________________
 AB3207* NAD 83(1993)-  27 46 45.38802(N)    097 41 25.86446(W)     ADJUSTED  
 AB3207* NAVD 88     -        23.35   (meters)      76.6    (feet)  GPS OBS   
 AB3207  ___________________________________________________________________
 AB3207  X           -    -755,715.114 (meters)                     COMP
 AB3207  Y           -  -5,596,364.647 (meters)                     COMP
 AB3207  Z           -   2,954,884.541 (meters)                     COMP
 AB3207  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AB3207  ELLIP HEIGHT-          -3.25  (meters)          (10/23/00) GPS OBS
 AB3207  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AB3207
 AB3207  HORZ ORDER  -  B
 AB3207  ELLP ORDER  -  FOURTH    CLASS II
 AB3207
 AB3207.This mark is at Nueces Co (T53) Airport (T53)
 AB3207
 AB3207.The horizontal coordinates were established by GPS observations
 AB3207.and adjusted by the National Geodetic Survey in February 1996..
 AB3207
 AB3207.The orthometric height was determined by GPS observations and a
 AB3207.high-resolution geoid model.
 AB3207
 AB3207.GPS derived orthometric heights for airport stations designated as
 AB3207.PACS or SACS are published to 2 decimal places.  This maintains
 AB3207.centimeter relative accuracy between the PACS and SACS.  It does
 AB3207.not indicate centimeter accuracy relative to other marks which are
 AB3207.part of the NAVD 88 network.
 AB3207
 AB3207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3207
 AB3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3207
 AB3207.The ellipsoidal height was determined by GPS observations
 AB3207.and is referenced to NAD 83.
 AB3207
 AB3207.The geoid height was determined by GEOID03.
 AB3207
 AB3207;                    North         East     Units Scale Factor Converg.
 AB3207;SPC TX S     - 5,234,322.507   379,782.219   MT  0.99998676   +0 22 03.0
 AB3207;SPC TX S     -17,172,939.76  1,246,002.16   sFT  0.99998676   +0 22 03.0
 AB3207;UTM  14      - 3,073,439.088   629,019.377   MT  0.99980546   +0 36 37.4
 AB3207
 AB3207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3207!SPC TX S     -   1.00000051  x   0.99998676  =   0.99998727
 AB3207!UTM  14      -   1.00000051  x   0.99980546  =   0.99980597
 AB3207
 AB3207:                Primary Azimuth Mark                     Grid Az
 AB3207:SPC TX S     -  T53 A                                    134 33 13.2
 AB3207:UTM  14      -  T53 A                                    134 18 38.8
 AB3207
 AB3207|---------------------------------------------------------------------|
 AB3207| PID    Reference Object                     Distance      Geod. Az  |
 AB3207|                                                           dddmmss.s |
 AB3207| AC6062 T53 A                               APPROX. 0.5 KM 1345516.2 |
 AB3207| AC6063 T53 C                               362.001 METERS 31629     |
 AB3207|---------------------------------------------------------------------|
 AB3207
 AB3207                          SUPERSEDED SURVEY CONTROL
 AB3207
 AB3207  ELLIP H (02/20/96)   -3.14   (m)                       GP(       ) 3 2
 AB3207
 AB3207.Superseded values are not recommended for survey control.
 AB3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3207.See file dsdata.txt to determine how the superseded data were derived.
 AB3207
 AB3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2901973439(NAD 83)
 AB3207_MARKER: I = METAL ROD
 AB3207_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3207_STAMPING: T53 B 1995
 AB3207_MARK LOGO: NGS   
 AB3207_PROJECTION: FLUSH
 AB3207_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3207+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3207_ROD/PIPE-DEPTH: 8.6  meters
 AB3207_SLEEVE-DEPTH  : 1 meters
 AB3207
 AB3207  HISTORY     - Date     Condition        Report By
 AB3207  HISTORY     - 1995     MONUMENTED       NGS
 AB3207  HISTORY     - 19970310 GOOD             NGS
 AB3207
 AB3207                          STATION DESCRIPTION
 AB3207
 AB3207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3207'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) WEST OF CORPUS CHRISTI,
 AB3207'10.0 MI (16.1 KM) NORTHEAST OF DRISCOLL, 1.5 MI (2.4 KM) SOUTHWEST OF
 AB3207'ROBSTOWN AND AT THE NUECES COUNTY AIRPORT.  OWNERSHIP--COUNTY OF
 AB3207'NUECES, AIRPORT MANAGER IS MANUEL FLORES, RT 2 BOX 189A, ROBSTOWN, TX.
 AB3207'78380.  PHONE (512) 387-1700.  TO REACH THE STATION FROM THE JUNCTION
 AB3207'OF US HIGHWAY 77 AND STATE HIGHWAY 44 EAST ON THE EAST SIDE OF
 AB3207'ROBSTOWN, GO SOUTHERLY ON US HIGHWAY 77 FOR 1.2 MI (1.9 KM) TO THE
 AB3207'INTERSECTION OF FARM ROAD 892 (LINCOLN AVENUE) , TURN RIGHT AND GO
 AB3207'NORTH ON FARM ROAD 892 FOR 0.5 MI (0.8 KM) TO A PAVED ROAD LEFT, TURN
 AB3207'LEFT AND GO WEST ON RUBEN CHAVEZ ROAD FOR 1.3 MI (2.1 KM) TO A PAVED
 AB3207'ROAD LEFT, TURN LEFT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR
 AB3207'0.25 MI (0.40 KM) TO THE APRON AHEAD AND THE OFFICE ON THE RIGHT, BEAR
 AB3207'RIGHT AND GO SOUTHWEST ON THE APRON FOR 0.05 MI (0.08 KM) TO A
 AB3207'CONNECTOR TAXIWAY AND THE STATION ON THE LEFT.  THE STATION IS 190.0
 AB3207'FT (57.9 M) NORTHEAST OF THE RUNWAY CENTER, 67.5 FT (20.6 M) SOUTHEAST
 AB3207'OF THE CONNECTOR TAXIWAY CENTER, 58.0 FT (17.7 M) NORTH FROM A
 AB3207'WINDSOCK POLE, 57.7 FT (17.6 M) NORTHWEST FROM THE WEST CORNER OF A
 AB3207'SQUARE CONCRETE PAD FOR A UNDERGROUND TANK FILL, 12.8 FT (3.9 M)
 AB3207'SOUTHWEST OF THE SOUTHWEST EDGE OF THE APRON PAVEMENT AND 2.0 FT (0.6
 AB3207'M) NORTHEAST OF A WITNESS POST.  DRL.  THIS IS A PAC STATION.
 AB3207
 AB3207                          STATION RECOVERY (1997)
 AB3207
 AB3207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AB3207'THE STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION, ALL
 AB3207'DIRECTIONS AND DISTANCES CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6063 ***********************************************************************
 AC6063  SACS        -  This is a Secondary Airport Control Station.
 AC6063  DESIGNATION -  T53 C
 AC6063  PID         -  AC6063
 AC6063  STATE/COUNTY-  TX/NUECES
 AC6063  USGS QUAD   -  ROBSTOWN (1975)
 AC6063
 AC6063                         *CURRENT SURVEY CONTROL
 AC6063  ___________________________________________________________________
 AC6063* NAD 83(1993)-  27 46 53.91695(N)    097 41 34.96793(W)     ADJUSTED  
 AC6063* NAVD 88     -        23.55   (meters)      77.3    (feet)  GPS OBS   
 AC6063  ___________________________________________________________________
 AC6063  X           -    -755,945.750 (meters)                     COMP
 AC6063  Y           -  -5,596,210.191 (meters)                     COMP
 AC6063  Z           -   2,955,116.908 (meters)                     COMP
 AC6063  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AC6063  ELLIP HEIGHT-          -3.06  (meters)          (02/02/01) GPS OBS
 AC6063  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AC6063
 AC6063  HORZ ORDER  -  FIRST
 AC6063  ELLP ORDER  -  FIFTH     CLASS I
 AC6063
 AC6063.This mark is at Nueces Co (T53) Airport (T53)
 AC6063
 AC6063.The horizontal coordinates were established by GPS observations
 AC6063.and adjusted by the National Geodetic Survey in February 1997..
 AC6063
 AC6063.The orthometric height was determined by GPS observations and a
 AC6063.high-resolution geoid model.
 AC6063
 AC6063.GPS derived orthometric heights for airport stations designated as
 AC6063.PACS or SACS are published to 2 decimal places.  This maintains
 AC6063.centimeter relative accuracy between the PACS and SACS.  It does
 AC6063.not indicate centimeter accuracy relative to other marks which are
 AC6063.part of the NAVD 88 network.
 AC6063
 AC6063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6063
 AC6063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6063
 AC6063.The ellipsoidal height was determined by GPS observations
 AC6063.and is referenced to NAD 83.
 AC6063
 AC6063.The geoid height was determined by GEOID03.
 AC6063
 AC6063;                    North         East     Units Scale Factor Converg.
 AC6063;SPC TX S     - 5,234,583.442   379,531.311   MT  0.99998732   +0 21 58.9
 AC6063;SPC TX S     -17,173,795.84  1,245,178.98   sFT  0.99998732   +0 21 58.9
 AC6063;UTM  14      - 3,073,698.909   628,767.412   MT  0.99980466   +0 36 33.3
 AC6063
 AC6063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6063!SPC TX S     -   1.00000048  x   0.99998732  =   0.99998780
 AC6063!UTM  14      -   1.00000048  x   0.99980466  =   0.99980514
 AC6063
 AC6063|---------------------------------------------------------------------|
 AC6063| PID    Reference Object                     Distance      Geod. Az  |
 AC6063|                                                           dddmmss.s |
 AC6063| AB3207 T53 B                               362.001 METERS 13629     |
 AC6063|---------------------------------------------------------------------|
 AC6063
 AC6063                          SUPERSEDED SURVEY CONTROL
 AC6063
 AC6063  ELLIP H (02/18/97)   -2.95   (m)                       GP(       ) 5 1
 AC6063
 AC6063.Superseded values are not recommended for survey control.
 AC6063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6063.See file dsdata.txt to determine how the superseded data were derived.
 AC6063
 AC6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2876773699(NAD 83)
 AC6063_MARKER: I = METAL ROD
 AC6063_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6063_STAMPING: T53 C 1995
 AC6063_MARK LOGO: NGS   
 AC6063_PROJECTION: FLUSH
 AC6063_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6063+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6063_ROD/PIPE-DEPTH: 6.43 meters
 AC6063_SLEEVE-DEPTH  : 1 meters
 AC6063
 AC6063  HISTORY     - Date     Condition        Report By
 AC6063  HISTORY     - 1995     MONUMENTED       NGS
 AC6063  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AC6063
 AC6063                          STATION DESCRIPTION
 AC6063
 AC6063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6063'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) WEST OF CORPUS CHRISTI,
 AC6063'10.0 MI (16.1 KM) NORTHEAST OF DRISCOLL, 1.5 MI (2.4 KM) SOUTHWEST OF
 AC6063'ROBSTOWN AND AT THE NUECES COUNTY AIRPORT.  OWNERSHIP--COUNTY OF
 AC6063'NUECES, AIRPORT MANAGER IS MANUEL FLORES, RT 2 BOX 189A, ROBSTOWN, TX.
 AC6063'78380.  PHONE (512) 387-1700.  TO REACH THE STATION FROM THE JUNCTION
 AC6063'OF US HIGHWAY 77 AND STATE HIGHWAY 44 EAST ON THE EAST SIDE OF
 AC6063'ROBSTOWN, GO SOUTHERLY ON US HIGHWAY 77 FOR 1.2 MI (1.9 KM) TO THE
 AC6063'INTERSECTION OF FARM ROAD 892 (LINCOLN AVENUE) , TURN RIGHT AND GO
 AC6063'NORTH ON FARM ROAD 892 FOR 0.5 MI (0.8 KM) TO A PAVED ROAD LEFT, TURN
 AC6063'LEFT AND GO WEST ON RUBEN CHAVEZ ROAD FOR 1.3 MI (2.1 KM) TO A PAVED
 AC6063'ROAD LEFT, TURN LEFT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR
 AC6063'0.25 MI (0.40 KM) TO THE APRON AHEAD AND THE OFFICE ON THE RIGHT, BEAR
 AC6063'RIGHT AND GO SOUTHWEST ON THE APRON AND A CONNECTOR TAXIWAY FOR 0.1 MI
 AC6063'(0.2 KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY,
 AC6063'THEN THE TURN AROUND TAXIWAY FOR 0.2 MI (0.3 KM) TO A PAVED TAXIWAY ON
 AC6063'THE RIGHT AND THE STATION AHEAD.  THE STATION IS 54.0 FT (16.5 M)
 AC6063'NORTH OF THE CENTER OF THE PAVED TAXIWAY RIGHT AT THE JUNCTION WITH
 AC6063'THE TURN AROUND TAXIWAY, 48.1 FT (14.7 M) NORTHEAST OF THE TURN AROUND
 AC6063'TAXIWAY CENTER, 8.4 FT (2.6 M) SOUTH SOUTHWEST OF A SHALLOW DRAINAGE
 AC6063'DITCH AT THE EDGE OF A CULTIVATED FIELD, 2.5 FT (0.8 M) WEST OF A
 AC6063'WITNESS POST.  MARK IS A SACS STATION.
 AC6063
 AC6063                          STATION RECOVERY (2001)
 AC6063
 AC6063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AC6063'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9377 ***********************************************************************
 AD9377  SACS        -  This is a Secondary Airport Control Station.
 AD9377  DESIGNATION -  T59 A
 AD9377  PID         -  AD9377
 AD9377  STATE/COUNTY-  TX/WHEELER
 AD9377  USGS QUAD   -  KELTON NW (1963)
 AD9377
 AD9377                         *CURRENT SURVEY CONTROL
 AD9377  ___________________________________________________________________
 AD9377* NAD 83(1993)-  35 26 41.08800(N)    100 11 54.69664(W)     ADJUSTED  
 AD9377* NAVD 88     -       753.68   (meters)    2472.7    (feet)  GPS OBS   
 AD9377  ___________________________________________________________________
 AD9377  X           -    -921,162.458 (meters)                     COMP
 AD9377  Y           -  -5,120,361.069 (meters)                     COMP
 AD9377  Z           -   3,678,596.886 (meters)                     COMP
 AD9377  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AD9377  ELLIP HEIGHT-         726.67  (meters)          (02/21/01) GPS OBS
 AD9377  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AD9377
 AD9377  HORZ ORDER  -  FIRST
 AD9377  ELLP ORDER  -  FOURTH    CLASS II
 AD9377
 AD9377.This mark is at Wheeler Muni (T59) Airport (T59)
 AD9377
 AD9377.The horizontal coordinates were established by GPS observations
 AD9377.and adjusted by the National Geodetic Survey in July 1997..
 AD9377
 AD9377.The orthometric height was determined by GPS observations and a
 AD9377.high-resolution geoid model.
 AD9377
 AD9377.GPS derived orthometric heights for airport stations designated as
 AD9377.PACS or SACS are published to 2 decimal places.  This maintains
 AD9377.centimeter relative accuracy between the PACS and SACS.  It does
 AD9377.not indicate centimeter accuracy relative to other marks which are
 AD9377.part of the NAVD 88 network.
 AD9377
 AD9377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9377
 AD9377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9377
 AD9377.The ellipsoidal height was determined by GPS observations
 AD9377.and is referenced to NAD 83.
 AD9377
 AD9377.The geoid height was determined by GEOID03.
 AD9377
 AD9377;                    North         East     Units Scale Factor Converg.
 AD9377;SPC TX N     - 1,161,053.029   318,148.745   MT  0.99991098   +0 45 15.3
 AD9377;SPC TX N     - 3,809,221.48  1,043,793.01   sFT  0.99991098   +0 45 15.3
 AD9377;UTM  14      - 3,923,025.417   391,224.879   MT  0.99974581   -0 41 42.4
 AD9377
 AD9377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9377!SPC TX N     -   0.99988596  x   0.99991098  =   0.99979695
 AD9377!UTM  14      -   0.99988596  x   0.99974581  =   0.99963179
 AD9377
 AD9377:                Primary Azimuth Mark                     Grid Az
 AD9377:SPC TX N     -  T59 B                                    337 13 02.1
 AD9377:UTM  14      -  T59 B                                    338 39 59.8
 AD9377
 AD9377|---------------------------------------------------------------------|
 AD9377| PID    Reference Object                     Distance      Geod. Az  |
 AD9377|                                                           dddmmss.s |
 AD9377| AB3284 T59 B                               449.070 METERS 3375817.4 |
 AD9377|---------------------------------------------------------------------|
 AD9377
 AD9377                          SUPERSEDED SURVEY CONTROL
 AD9377
 AD9377  ELLIP H (07/22/97)  726.68   (m)                       GP(       ) 4 2
 AD9377
 AD9377.Superseded values are not recommended for survey control.
 AD9377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9377.See file dsdata.txt to determine how the superseded data were derived.
 AD9377
 AD9377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9122523025(NAD 83)
 AD9377_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9377_STAMPING: T59 A 1995
 AD9377_MARK LOGO: NGS   
 AD9377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9377+STABILITY: SURFACE MOTION
 AD9377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9377+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9377
 AD9377  HISTORY     - Date     Condition        Report By
 AD9377  HISTORY     - 1995     MONUMENTED       NGS
 AD9377
 AD9377                          STATION DESCRIPTION
 AD9377
 AD9377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9377'THE STATION IS LOCATED ABOUT 6.72 KM (4.15 MI) EAST OF WHEELER, AT THE
 AD9377'WHEELER MUNICIPAL AIRPORT.  NEAR THE SOUTHWEST END OF THE ENTRANCE
 AD9377'ROAD, AT THE SOUTHWEST CORNER OF AN ASPHALT PARKING AREA, IN LINE WITH
 AD9377'THE NORTH-SOUTH EDGE, NORTHWEST OF AN UNDER GROUND CABLE JUNCTION BOX.
 AD9377'OWNERSHIP--CITY OF WHEELER, P.O.  BOX 98, WHEELER, TX.  79096.
 AD9377'AIRPORT MANAGER VAN BAIZE, PHONE 806-826-5566.  TO REACH THE STATION
 AD9377'FROM THE JUNCTION OF U.S.  HIGHWAY 83 AND STATE HIGHWAY 152 IN
 AD9377'WHEELER, GO EAST, 6.72 KM (4.15 MI) ON HIGHWAY 152 TO THE AIRPORT
 AD9377'ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, THEN LEFT, WEST, 0.05 KM
 AD9377'(0.05 MI) TO THE WEST EDGE OF A PARKING AREA AND THE STATION ON THE
 AD9377'LEFT.  STATION IS 41.7 M (136.8 FT) WEST OF THE AIRPORT ENTRANCE ROAD
 AD9377'CENTER, 19.7 M (64.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.3 M (43.6
 AD9377'FT) NORTHWEST OF AN UNDER GROUND CABLE JUNCTION BOX, 1.5 M (4.9 FT)
 AD9377'SOUTH OF THE SOUTHWEST CORNER OF A PAVED DRIVEWAY AND PARKING LOT, 1.0
 AD9377'M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AD9377'WITH THE GROUND SURFACE.  MARK IS A SECONDARY AIRPORT CONTROL STATION
 AD9377'(SACS) .  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3284 ***********************************************************************
 AB3284  PACS        -  This is a Primary Airport Control Station.
 AB3284  DESIGNATION -  T59 B
 AB3284  PID         -  AB3284
 AB3284  STATE/COUNTY-  TX/WHEELER
 AB3284  USGS QUAD   -  KELTON NW (1963)
 AB3284
 AB3284                         *CURRENT SURVEY CONTROL
 AB3284  ___________________________________________________________________
 AB3284* NAD 83(1993)-  35 26 54.59538(N)    100 12 01.37549(W)     ADJUSTED  
 AB3284* NAVD 88     -       751.65   (meters)    2466.0    (feet)  GPS OBS   
 AB3284  ___________________________________________________________________
 AB3284  X           -    -921,285.201 (meters)                     COMP
 AB3284  Y           -  -5,120,091.970 (meters)                     COMP
 AB3284  Z           -   3,678,934.871 (meters)                     COMP
 AB3284  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AB3284  ELLIP HEIGHT-         724.63  (meters)          (10/24/00) GPS OBS
 AB3284  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AB3284
 AB3284  HORZ ORDER  -  B
 AB3284  ELLP ORDER  -  FOURTH    CLASS II
 AB3284
 AB3284.This mark is at Wheeler Muni (T59) Airport (T59)
 AB3284
 AB3284.The horizontal coordinates were established by GPS observations
 AB3284.and adjusted by the National Geodetic Survey in February 1996..
 AB3284
 AB3284.The orthometric height was determined by GPS observations and a
 AB3284.high-resolution geoid model.
 AB3284
 AB3284.GPS derived orthometric heights for airport stations designated as
 AB3284.PACS or SACS are published to 2 decimal places.  This maintains
 AB3284.centimeter relative accuracy between the PACS and SACS.  It does
 AB3284.not indicate centimeter accuracy relative to other marks which are
 AB3284.part of the NAVD 88 network.
 AB3284
 AB3284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3284
 AB3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3284
 AB3284.The ellipsoidal height was determined by GPS observations
 AB3284.and is referenced to NAD 83.
 AB3284
 AB3284.The geoid height was determined by GEOID03.
 AB3284
 AB3284;                    North         East     Units Scale Factor Converg.
 AB3284;SPC TX N     - 1,161,467.025   317,974.863   MT  0.99991102   +0 45 11.4
 AB3284;SPC TX N     - 3,810,579.73  1,043,222.53   sFT  0.99991102   +0 45 11.4
 AB3284;UTM  14      - 3,923,443.610   391,061.551   MT  0.99974625   -0 41 46.5
 AB3284
 AB3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3284!SPC TX N     -   0.99988628  x   0.99991102  =   0.99979731
 AB3284!UTM  14      -   0.99988628  x   0.99974625  =   0.99963255
 AB3284
 AB3284:                Primary Azimuth Mark                     Grid Az
 AB3284:SPC TX N     -  T59 A                                    157 13 02.1
 AB3284:UTM  14      -  T59 A                                    158 40 00.0
 AB3284
 AB3284|---------------------------------------------------------------------|
 AB3284| PID    Reference Object                     Distance      Geod. Az  |
 AB3284|                                                           dddmmss.s |
 AB3284| AD9377 T59 A                               449.070 METERS 1575813.5 |
 AB3284| AD9378 T59 C                               474.759 METERS 3583211.0 |
 AB3284|---------------------------------------------------------------------|
 AB3284
 AB3284                          SUPERSEDED SURVEY CONTROL
 AB3284
 AB3284  ELLIP H (02/20/96)  724.64   (m)                       GP(       ) 1 2
 AB3284
 AB3284.Superseded values are not recommended for survey control.
 AB3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3284.See file dsdata.txt to determine how the superseded data were derived.
 AB3284
 AB3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9106223444(NAD 83)
 AB3284_MARKER: I = METAL ROD
 AB3284_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3284_STAMPING: T 59 B 1995
 AB3284_MARK LOGO: NGS   
 AB3284_PROJECTION: FLUSH
 AB3284_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3284+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3284_ROD/PIPE-DEPTH: 17.2 meters
 AB3284_SLEEVE-DEPTH  : 0.9 meters
 AB3284
 AB3284  HISTORY     - Date     Condition        Report By
 AB3284  HISTORY     - 1995     MONUMENTED       NGS
 AB3284  HISTORY     - 20000405 GOOD             TXDOT
 AB3284
 AB3284                          STATION DESCRIPTION
 AB3284
 AB3284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3284'THE STATION IS LOCATED ABOUT 6.72 KM (4.15 MI)  EAST OF WHEELER, AT
 AB3284'THE WHEELER MUNICIPAL AIRPORT.  NEAR THE WEST SIDE OF THE RUNWAY,
 AB3284'ABOUT HALF WAY UP THE HILL, AND IN LINE WITH THE 4TH SET OF RUNWAY
 AB3284'LIGHTS. OWNERSHIP--CITY OF WHEELER, P.O.  BOX 98, WHEELER, TX. 79096.
 AB3284'AIRPORT MANAGER VAN BAIZE, PHONE 806-826-5566.  TO REACH THE STATION
 AB3284'FROM THE JUNCTION OF U.S.  HIGHWAY 83 AND STATE HIGHWAY 152 IN
 AB3284'WHEELER, GO EAST, 6.72 KM (4.15 MI)  ON HIGHWAY 152 TO THE AIRPORT
 AB3284'ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, 0.17 KM (0.10 MI)  ALONG THE
 AB3284'ENTRANCE ROAD TO A TAXI.  TURN LEFT, WEST, 0.16 KM (0.10 MI)  TO THE
 AB3284'RUNWAY.  TURN RIGHT, NORTH, 0.2 KM (0.10 MI)  TO THE STATION ON THE
 AB3284'LEFT, IN LINE WITH THE 4TH SET OF RUNWAY LIGHTS.  STATION IS 0.25 KM
 AB3284'(0.15 MI)  NORTH OF RUNWAY 35 END, AND IN LINE WITH THE 4TH SET OF
 AB3284'RUNWAY LIGHTS, 63.3 M (207.7 FT)  EAST OF THE WEST BOUNDRY FENCE, 44.9
 AB3284'M (147.3 FT)  WEST OF THE RUNWAY CENTERLINE, 1.5 M (4.9 FT) ABOVE THE
 AB3284'LEVEL OF THE RUNWAY, 0.7 M (2.3 FT)  EAST OF A WITNESS POST, AND 0.7 M
 AB3284'(2.3 FT)  NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB3284'THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A
 AB3284'REQUIREMENTS.  BY R.G.  HAYES
 AB3284
 AB3284                          STATION RECOVERY (2000)
 AB3284
 AB3284'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AB3284'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9378 ***********************************************************************
 AD9378  SACS        -  This is a Secondary Airport Control Station.
 AD9378  DESIGNATION -  T59 C
 AD9378  PID         -  AD9378
 AD9378  STATE/COUNTY-  TX/WHEELER
 AD9378  USGS QUAD   -  KELTON NW (1963)
 AD9378
 AD9378                         *CURRENT SURVEY CONTROL
 AD9378  ___________________________________________________________________
 AD9378* NAD 83(1993)-  35 27 09.99505(N)    100 12 01.85636(W)     ADJUSTED  
 AD9378* NAVD 88     -       747.61   (meters)    2452.8    (feet)  GPS OBS   
 AD9378  ___________________________________________________________________
 AD9378  X           -    -921,247.799 (meters)                     COMP
 AD9378  Y           -  -5,119,815.624 (meters)                     COMP
 AD9378  Z           -   3,679,319.186 (meters)                     COMP
 AD9378  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AD9378  ELLIP HEIGHT-         720.58  (meters)          (02/21/01) GPS OBS
 AD9378  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AD9378
 AD9378  HORZ ORDER  -  FIRST
 AD9378  ELLP ORDER  -  FOURTH    CLASS II
 AD9378
 AD9378.This mark is at Wheeler Muni (T59) Airport (T59)
 AD9378
 AD9378.The horizontal coordinates were established by GPS observations
 AD9378.and adjusted by the National Geodetic Survey in July 1997..
 AD9378
 AD9378.The orthometric height was determined by GPS observations and a
 AD9378.high-resolution geoid model.
 AD9378
 AD9378.GPS derived orthometric heights for airport stations designated as
 AD9378.PACS or SACS are published to 2 decimal places.  This maintains
 AD9378.centimeter relative accuracy between the PACS and SACS.  It does
 AD9378.not indicate centimeter accuracy relative to other marks which are
 AD9378.part of the NAVD 88 network.
 AD9378
 AD9378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9378
 AD9378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9378
 AD9378.The ellipsoidal height was determined by GPS observations
 AD9378.and is referenced to NAD 83.
 AD9378
 AD9378.The geoid height was determined by GEOID03.
 AD9378
 AD9378;                    North         East     Units Scale Factor Converg.
 AD9378;SPC TX N     - 1,161,941.387   317,956.501   MT  0.99991106   +0 45 11.2
 AD9378;SPC TX N     - 3,812,136.03  1,043,162.29   sFT  0.99991106   +0 45 11.2
 AD9378;UTM  14      - 3,923,918.207   391,055.195   MT  0.99974626   -0 41 47.1
 AD9378
 AD9378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9378!SPC TX N     -   0.99988691  x   0.99991106  =   0.99979798
 AD9378!UTM  14      -   0.99988691  x   0.99974626  =   0.99963320
 AD9378
 AD9378:                Primary Azimuth Mark                     Grid Az
 AD9378:SPC TX N     -  T59 B                                    177 46 59.6
 AD9378:UTM  14      -  T59 B                                    179 13 57.9
 AD9378
 AD9378|---------------------------------------------------------------------|
 AD9378| PID    Reference Object                     Distance      Geod. Az  |
 AD9378|                                                           dddmmss.s |
 AD9378| AB3284 T59 B                               474.759 METERS 1783210.8 |
 AD9378|---------------------------------------------------------------------|
 AD9378
 AD9378                          SUPERSEDED SURVEY CONTROL
 AD9378
 AD9378  ELLIP H (07/22/97)  720.59   (m)                       GP(       ) 4 2
 AD9378
 AD9378.Superseded values are not recommended for survey control.
 AD9378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9378.See file dsdata.txt to determine how the superseded data were derived.
 AD9378
 AD9378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9105523918(NAD 83)
 AD9378_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9378_STAMPING: T59 C 1995
 AD9378_MARK LOGO: NGS   
 AD9378_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9378+STABILITY: SURFACE MOTION
 AD9378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9378+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9378
 AD9378  HISTORY     - Date     Condition        Report By
 AD9378  HISTORY     - 1995     MONUMENTED       NGS
 AD9378
 AD9378                          STATION DESCRIPTION
 AD9378
 AD9378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9378'THE STATION IS LOCATED ABOUT 6.72 KM (4.15 MI) EAST OF WHEELER, AT THE
 AD9378'WHEELER MUNICIPAL AIRPORT.  ALONG THE NORTHWEST SIDE OF THE RUNWAY, ON
 AD9378'TOP OF A HILL, IN LINE WITH THE 12TH SET OF RUNWAY LIGHTS AND A
 AD9378'WINDMILL TO THE WEST.  OWNERSHIP--CITY OF WHEELER, P.O.  BOX 98,
 AD9378'WHEELER, TX.  79096.  AIRPORT MANAGER VAN BAIZE, PHONE 806-826-5566.
 AD9378'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 83 AND STATE
 AD9378'HIGHWAY 152 IN WHEELER, GO EAST, 6.72 KM (4.15 MI) ON HIGHWAY 152 TO
 AD9378'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, 0.17 KM (0.10 MI)
 AD9378'ALONG ENTRANCE ROAD TO A TAXI.  TURN LEFT, WEST, 0.16 KM (0.10 MI)
 AD9378'ALONG TAXI TO THE RUNWAY.  TURN RIGHT, NORTH, 0.73 KM (0.45 MI) ALONG
 AD9378'RUNWAY TO THE 12TH SET OF RUNWAY LIGHTS AND THE STATION ON THE LEFT,
 AD9378'AT THE TOP OF THE HILL.  STATION IS 0.73 KM (0.45 MI) NORTH OF THE
 AD9378'SOUTH END OF THE RUNWAY, 54.5 M (178.8 FT) WEST OF THE RUNWAY
 AD9378'CENTERLINE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE RUNWAY, 0.7 M (2.3
 AD9378'FT) NORTH OF A WITNESS POST, 0.6 M (2.0 FT) EAST OF A WITNESS POST,
 AD9378'AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  MARK IS
 AD9378'A SECONDARY AIRPORT CONTROL STATION (SACS) .  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4194 ***********************************************************************
 AB4194  SACS        -  This is a Secondary Airport Control Station.
 AB4194  DESIGNATION -  T65 A
 AB4194  PID         -  AB4194
 AB4194  STATE/COUNTY-  TX/HIDALGO
 AB4194  USGS QUAD   -  MERCEDES (1983)
 AB4194
 AB4194                         *CURRENT SURVEY CONTROL
 AB4194  ___________________________________________________________________
 AB4194* NAD 83(1993)-  26 10 22.29723(N)    097 58 05.11314(W)     ADJUSTED  
 AB4194* NAVD 88     -        20.48   (meters)      67.2    (feet)  GPS OBS   
 AB4194  ___________________________________________________________________
 AB4194  X           -    -794,009.974 (meters)                     COMP
 AB4194  Y           -  -5,672,598.253 (meters)                     COMP
 AB4194  Z           -   2,796,260.835 (meters)                     COMP
 AB4194  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 AB4194  ELLIP HEIGHT-          -2.94  (meters)          (05/04/01) GPS OBS
 AB4194  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AB4194
 AB4194  HORZ ORDER  -  FIRST
 AB4194  ELLP ORDER  -  FIFTH     CLASS I
 AB4194
 AB4194.This mark is at Mid Valley (T65) Airport (T65)
 AB4194
 AB4194.The horizontal coordinates were established by GPS observations
 AB4194.and adjusted by the National Geodetic Survey in June 1996..
 AB4194
 AB4194.The orthometric height was determined by GPS observations and a
 AB4194.high-resolution geoid model.
 AB4194
 AB4194.GPS derived orthometric heights for airport stations designated as
 AB4194.PACS or SACS are published to 2 decimal places.  This maintains
 AB4194.centimeter relative accuracy between the PACS and SACS.  It does
 AB4194.not indicate centimeter accuracy relative to other marks which are
 AB4194.part of the NAVD 88 network.
 AB4194
 AB4194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4194
 AB4194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4194
 AB4194.The ellipsoidal height was determined by GPS observations
 AB4194.and is referenced to NAD 83.
 AB4194
 AB4194.The geoid height was determined by GEOID03.
 AB4194
 AB4194;                    North         East     Units Scale Factor Converg.
 AB4194;SPC TX S     - 5,056,195.806   353,175.496   MT  0.99999845   +0 14 29.4
 AB4194;SPC TX S     -16,588,535.74  1,158,709.94   sFT  0.99999845   +0 14 29.4
 AB4194;UTM  14      - 2,895,236.892   603,123.270   MT  0.99973130   +0 27 18.7
 AB4194
 AB4194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4194!SPC TX S     -   1.00000046  x   0.99999845  =   0.99999891
 AB4194!UTM  14      -   1.00000046  x   0.99973130  =   0.99973176
 AB4194
 AB4194                          SUPERSEDED SURVEY CONTROL
 AB4194
 AB4194  ELLIP H (06/28/96)   -2.81   (m)                       GP(       ) 5 1
 AB4194
 AB4194.Superseded values are not recommended for survey control.
 AB4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4194.See file dsdata.txt to determine how the superseded data were derived.
 AB4194
 AB4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP0312395237(NAD 83)
 AB4194_MARKER: I = METAL ROD
 AB4194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4194_MARK LOGO: NGS   
 AB4194_PROJECTION: FLUSH
 AB4194_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4194+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4194_ROD/PIPE-DEPTH: 8.1  meters
 AB4194_SLEEVE-DEPTH  : 0.9 meters
 AB4194
 AB4194  HISTORY     - Date     Condition        Report By
 AB4194  HISTORY     - 1995     MONUMENTED       NGS
 AB4194
 AB4194                          STATION DESCRIPTION
 AB4194
 AB4194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB4194'THE STATION IS LOCATED IN THE NORTHEAST PART OF WESLACO AT THE MID
 AB4194'VALLEY AIRPORT, NEAR THE SOUTH CONNECTOR TO RUNWAY 31.  TO REACH THE
 AB4194'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 83 AND AIRPORT AVENUE
 AB4194'(AIRPORT AVENUE / PIKE DRIVE BOULEVARD EXIT) IN WESLACO.  GO NORTH,
 AB4194'0.1 KM (0.05 MI) ON AIRPORT AVENUE TO PIKE DRIVE, TURN RIGHT, EAST,
 AB4194'AND GO 0.76 KM (0.45 MI) TO VO TECH DRIVE, TURN LEFT, NORTH, AND GO
 AB4194'0.43 KM (0.25 MI) TO JOE STEVENS DRIVE, TURN LEFT, NORTHWEST, AND GO
 AB4194'0.55 KM (0.35 MI) TO THE AIRPORT ENTRANCE, TURN LEFT, SOUTHWEST, AND
 AB4194'GO 0.06 KM (0.05 MI) TO AN APRON GATE AND THE OFFICE ON THE RIGHT,
 AB4194'CONTINUE AHEAD FOR 0.12 KM (0.05 MI) THROUGH THE GATE AND ACROSS THE
 AB4194'APRON TO A TAXI, TURN LEFT, SOUTHEAST, AND GO 0.57 KM (0.35 MI) ALONG
 AB4194'THE TAXI TO THE SOUTHEAST CONNECTOR TO RUNWAY 31 AND THE STATION ON
 AB4194'THE RIGHT.  THE STATION IS 61.0 M (200.1 FT) NORTHEAST OF RUNWAY 31
 AB4194'CENTERLINE, 31.9 M (104.7 FT) NORTHWEST OF THE CENTER OF A CONNECTOR
 AB4194'AT THE HOLDBARS, 19.6 M (64.3 FT) NORTHWEST OF RUNWAY 31 SIGN, 12.5 M
 AB4194'(41.0 FT) SOUTHWEST OF THE TAXI CENTERLINE, 1.0 M (3.3 FT) SOUTHEAST
 AB4194'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TAXI.
 AB4194'NOTE-- ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. SLEEVE
 AB4194'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  NOTE--ACCESS TO LOGO CAP IS
 AB4194'THROUGH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 AB4194'BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2770 ***********************************************************************
 AB2770  PACS        -  This is a Primary Airport Control Station.
 AB2770  DESIGNATION -  T65 B
 AB2770  PID         -  AB2770
 AB2770  STATE/COUNTY-  TX/HIDALGO
 AB2770  USGS QUAD   -  MERCEDES (1983)
 AB2770
 AB2770                         *CURRENT SURVEY CONTROL
 AB2770  ___________________________________________________________________
 AB2770* NAD 83(1993)-  26 10 41.55899(N)    097 58 22.08410(W)     ADJUSTED  
 AB2770* NAVD 88     -        20.34   (meters)      66.7    (feet)  GPS OBS   
 AB2770  ___________________________________________________________________
 AB2770  X           -    -794,440.409 (meters)                     COMP
 AB2770  Y           -  -5,672,273.799 (meters)                     COMP
 AB2770  Z           -   2,796,792.757 (meters)                     COMP
 AB2770  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 AB2770  ELLIP HEIGHT-          -3.10  (meters)          (10/24/00) GPS OBS
 AB2770  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AB2770
 AB2770  HORZ ORDER  -  B
 AB2770  ELLP ORDER  -  FOURTH    CLASS II
 AB2770
 AB2770.This mark is at Mid Valley (T65) Airport (T65)
 AB2770
 AB2770.The horizontal coordinates were established by GPS observations
 AB2770.and adjusted by the National Geodetic Survey in February 1996..
 AB2770
 AB2770.The orthometric height was determined by GPS observations and a
 AB2770.high-resolution geoid model.
 AB2770
 AB2770.GPS derived orthometric heights for airport stations designated as
 AB2770.PACS or SACS are published to 2 decimal places.  This maintains
 AB2770.centimeter relative accuracy between the PACS and SACS.  It does
 AB2770.not indicate centimeter accuracy relative to other marks which are
 AB2770.part of the NAVD 88 network.
 AB2770
 AB2770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2770
 AB2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2770
 AB2770.The ellipsoidal height was determined by GPS observations
 AB2770.and is referenced to NAD 83.
 AB2770
 AB2770.The geoid height was determined by GEOID03.
 AB2770
 AB2770;                    North         East     Units Scale Factor Converg.
 AB2770;SPC TX S     - 5,056,786.607   352,701.747   MT  0.99999711   +0 14 21.7
 AB2770;SPC TX S     -16,590,474.06  1,157,155.65   sFT  0.99999711   +0 14 21.7
 AB2770;UTM  14      - 2,895,825.763   602,647.447   MT  0.99973009   +0 27 11.5
 AB2770
 AB2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2770!SPC TX S     -   1.00000049  x   0.99999711  =   0.99999760
 AB2770!UTM  14      -   1.00000049  x   0.99973009  =   0.99973058
 AB2770
 AB2770                          SUPERSEDED SURVEY CONTROL
 AB2770
 AB2770  ELLIP H (02/20/96)   -2.97   (m)                       GP(       ) 1 1
 AB2770
 AB2770.Superseded values are not recommended for survey control.
 AB2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2770.See file dsdata.txt to determine how the superseded data were derived.
 AB2770
 AB2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP0264795826(NAD 83)
 AB2770_MARKER: I = METAL ROD
 AB2770_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2770_STAMPING: T65 B 1995
 AB2770_MARK LOGO: NGS   
 AB2770_PROJECTION: FLUSH
 AB2770_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2770+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AB2770_ROD/PIPE-DEPTH: 8.2  meters
 AB2770_SLEEVE-DEPTH  : 0.9 meters
 AB2770
 AB2770  HISTORY     - Date     Condition        Report By
 AB2770  HISTORY     - 1995     MONUMENTED       NGS
 AB2770  HISTORY     - 20010604 GOOD             JCLS
 AB2770
 AB2770                          STATION DESCRIPTION
 AB2770
 AB2770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2770'THE STATION IS LOCATED IN THE NORTHEAST PART OF WESLACO AT THE MID
 AB2770'VALLEY AIRPORT, AT MIDFIELD, NORTHEAST OF THE WINDSOCK AND NEAR THE
 AB2770'SOUTH INSIDE CORNER OF A CONCRETE WINDSOCK CIRCLE MARKER.  TO REACH
 AB2770'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 83 AND AIRPORT AVENUE
 AB2770'(AIRPORT AVENUE / PIKE DRIVE BOULEVARD EXIT) IN WESLACO.  GO NORTH,
 AB2770'0.1 KM (0.05 MI) ON AIRPORT AVENUE TO PIKE DRIVE, TURN RIGHT, EAST,
 AB2770'AND GO 0.76 KM (0.45 MI) TO VO TECH DRIVE, TURN LEFT, NORTH, AND GO
 AB2770'0.43 KM (0.25 MI) TO JOE STEVENS DRIVE, TURN LEFT, NORTHWEST, AND GO
 AB2770'0.55 KM (0.35 MI) TO THE AIRPORT ENTRANCE, TURN LEFT, SOUTHWEST, AND
 AB2770'GO 0.06 KM (0.05 MI) TO AN APRON GATE AND THE OFFICE ON THE RIGHT,
 AB2770'CONTINUE AHEAD FOR 0.12 KM (0.05 MI) THROUGH THE GATE AND ACROSS THE
 AB2770'APRON TO A TAXI, TURN RIGHT, NORTHWEST, AND GO 0.18 KM (0.10 MI) TO
 AB2770'THE WINDSOCK AND THE STATION ON THE LEFT.  THE STATION IS 60.2 M
 AB2770'(197.5 FT) NORTHEAST OF THE RUNWAY CENTERLINE, 29.3 M (96.1 FT)
 AB2770'NORTHWEST OF THE CENTER OF A CONNECTOR AT THE HOLDBARS, 14.9 M (48.9
 AB2770'FT) NORTHEAST OF THE WINDSOCK, 12.9 M (42.3 FT) SOUTHWEST OF THE TAXI
 AB2770'CENTERLINE, 0.8 M (2.6 FT) SOUTH OF A WITNESS POST, O.4 M SOUTHWEST OF
 AB2770'THE SOUTH CORNER OF A CONCRETE WINDSOCK CIRCLE MARKER, AND 0.3 M (1.0
 AB2770'FT) BELOW THE LEVEL OF THE TAXI.  NOTE--ACCESS TO THE DATUM POINT IS
 AB2770'THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOSE NOT MEET CLASS A
 AB2770'REQUIREMENTS.  BY DEB
 AB2770
 AB2770                          STATION RECOVERY (2001)
 AB2770
 AB2770'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AB2770'*NOTE - WINDSOCK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4195 ***********************************************************************
 AB4195  SACS        -  This is a Secondary Airport Control Station.
 AB4195  DESIGNATION -  T65 C
 AB4195  PID         -  AB4195
 AB4195  STATE/COUNTY-  TX/HIDALGO
 AB4195  USGS QUAD   -  MERCEDES (1983)
 AB4195
 AB4195                         *CURRENT SURVEY CONTROL
 AB4195  ___________________________________________________________________
 AB4195* NAD 83(1993)-  26 10 58.92997(N)    097 58 37.32477(W)     ADJUSTED  
 AB4195* NAVD 88     -        20.33   (meters)      66.7    (feet)  GPS OBS   
 AB4195  ___________________________________________________________________
 AB4195  X           -    -794,826.790 (meters)                     COMP
 AB4195  Y           -  -5,671,981.483 (meters)                     COMP
 AB4195  Z           -   2,797,272.498 (meters)                     COMP
 AB4195  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 AB4195  ELLIP HEIGHT-          -3.12  (meters)          (05/04/01) GPS OBS
 AB4195  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AB4195
 AB4195  HORZ ORDER  -  FIRST
 AB4195  ELLP ORDER  -  FIFTH     CLASS I
 AB4195
 AB4195.This mark is at Mid Valley (T65) Airport (T65)
 AB4195
 AB4195.The horizontal coordinates were established by GPS observations
 AB4195.and adjusted by the National Geodetic Survey in June 1996..
 AB4195
 AB4195.The orthometric height was determined by GPS observations and a
 AB4195.high-resolution geoid model.
 AB4195
 AB4195.GPS derived orthometric heights for airport stations designated as
 AB4195.PACS or SACS are published to 2 decimal places.  This maintains
 AB4195.centimeter relative accuracy between the PACS and SACS.  It does
 AB4195.not indicate centimeter accuracy relative to other marks which are
 AB4195.part of the NAVD 88 network.
 AB4195
 AB4195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4195
 AB4195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4195
 AB4195.The ellipsoidal height was determined by GPS observations
 AB4195.and is referenced to NAD 83.
 AB4195
 AB4195.The geoid height was determined by GEOID03.
 AB4195
 AB4195;                    North         East     Units Scale Factor Converg.
 AB4195;SPC TX S     - 5,057,319.435   352,276.328   MT  0.99999592   +0 14 14.7
 AB4195;SPC TX S     -16,592,222.18  1,155,759.92   sFT  0.99999592   +0 14 14.7
 AB4195;UTM  14      - 2,896,356.858   602,220.155   MT  0.99972901   +0 27 05.1
 AB4195
 AB4195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4195!SPC TX S     -   1.00000049  x   0.99999592  =   0.99999641
 AB4195!UTM  14      -   1.00000049  x   0.99972901  =   0.99972950
 AB4195
 AB4195                          SUPERSEDED SURVEY CONTROL
 AB4195
 AB4195  ELLIP H (06/28/96)   -3.00   (m)                       GP(       ) 5 1
 AB4195
 AB4195.Superseded values are not recommended for survey control.
 AB4195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4195.See file dsdata.txt to determine how the superseded data were derived.
 AB4195
 AB4195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP0222096357(NAD 83)
 AB4195_MARKER: I = METAL ROD
 AB4195_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4195_MARK LOGO: NGS   
 AB4195_PROJECTION: FLUSH
 AB4195_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4195+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4195_ROD/PIPE-DEPTH: 8.0  meters
 AB4195_SLEEVE-DEPTH  : 0.9 meters
 AB4195
 AB4195  HISTORY     - Date     Condition        Report By
 AB4195  HISTORY     - 1995     MONUMENTED       NGS
 AB4195
 AB4195                          STATION DESCRIPTION
 AB4195
 AB4195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB4195'THE STATION IS LOCATED IN THE NORTHEAST PART OF WESLACO AT THE MID
 AB4195'VALLEY AIRPORT, NEAR THE NORTH CONNECTOR TO RUNWAY 13.  TO REACH THE
 AB4195'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 83 AND AIRPORT AVENUE
 AB4195'(AIRPORT AVENUE / PIKE DRIVE BOULEVARD EXIT) IN WESLACO.  GO NORTH,
 AB4195'0.1 KM (0.05 MI) ON AIRPORT AVENUE TO PIKE DRIVE, TURN RIGHT, EAST,
 AB4195'AND GO 0.76 KM (0.45 MI) TO VO TECH DRIVE, TURN LEFT, NORTH, AND GO
 AB4195'0.43 KM (0.25 MI) TO JOE STEVENS DRIVE, TURN LEFT, NORTHWEST, AND GO
 AB4195'0.55 KM (0.35 MI) TO THE AIRPORT ENTRANCE, TURN LEFT, SOUTHWEST, AND
 AB4195'GO 0.06 KM (0.05 MI) TO AN APRON GATE AND THE OFFICE ON THE RIGHT,
 AB4195'CONTINUE AHEAD FOR 0.12 KM (0.05 MI) THROUGH THE GATE AND ACROSS THE
 AB4195'APRON TO A TAXI, TURN RIGHT, NORTHWEST, AND GO 0.86 KM (0.55 MI) ALONG
 AB4195'THE TAXI TO THE NORTHWEST CONNECTOR TO RUNWAY 13 AND THE STATION ON
 AB4195'THE LEFT.  THE STATION IS 60.7 M (199.1 FT) NORTHEAST OF RUNWAY 13
 AB4195'CENTERLINE, 32.1 M (105.3 FT) SOUTHEAST OF THE CENTER OF THE
 AB4195'CONNECTOR, AT THE HOLDBARS, 18.0 M (59.1 FT) EAST OF RUNWAY 13 SIGN,
 AB4195'12.3 M (40.4 FT) SOUTHWEST OF THE TAXI CENTERLINE, 0.7 M (2.3 FT)
 AB4195'NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB4195'TAXI.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB4195'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6609 ***********************************************************************
 AB6609  SACS        -  This is a Secondary Airport Control Station.
 AB6609  DESIGNATION -  T74 A
 AB6609  PID         -  AB6609
 AB6609  STATE/COUNTY-  TX/WILLIAMSON
 AB6609  USGS QUAD   -  TAYLOR (1989)
 AB6609
 AB6609                         *CURRENT SURVEY CONTROL
 AB6609  ___________________________________________________________________
 AB6609* NAD 83(1993)-  30 34 35.71695(N)    097 26 34.19125(W)     ADJUSTED  
 AB6609* NAVD 88     -       179.08   (meters)     587.5    (feet)  GPS OBS   
 AB6609  ___________________________________________________________________
 AB6609  X           -    -711,954.191 (meters)                     COMP
 AB6609  Y           -  -5,449,843.509 (meters)                     COMP
 AB6609  Z           -   3,225,645.230 (meters)                     COMP
 AB6609  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AB6609  ELLIP HEIGHT-         152.86  (meters)          (07/06/01) GPS OBS
 AB6609  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AB6609
 AB6609  HORZ ORDER  -  FIRST
 AB6609  ELLP ORDER  -  FIFTH     CLASS II
 AB6609
 AB6609.This mark is at Taylor Muni (T74) Airport (T74)
 AB6609
 AB6609.The horizontal coordinates were established by GPS observations
 AB6609.and adjusted by the National Geodetic Survey in September 1996..
 AB6609
 AB6609.The orthometric height was determined by GPS observations and a
 AB6609.high-resolution geoid model.
 AB6609
 AB6609.GPS derived orthometric heights for airport stations designated as
 AB6609.PACS or SACS are published to 2 decimal places.  This maintains
 AB6609.centimeter relative accuracy between the PACS and SACS.  It does
 AB6609.not indicate centimeter accuracy relative to other marks which are
 AB6609.part of the NAVD 88 network.
 AB6609
 AB6609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6609
 AB6609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6609
 AB6609.The ellipsoidal height was determined by GPS observations
 AB6609.and is referenced to NAD 83.
 AB6609
 AB6609.The geoid height was determined by GEOID03.
 AB6609
 AB6609;                    North         East     Units Scale Factor Converg.
 AB6609;SPC TX C     - 3,104,471.539   977,211.071   MT  0.99990905   +1 29 19.6
 AB6609;SPC TX C     -10,185,253.71  3,206,066.66   sFT  0.99990905   +1 29 19.6
 AB6609;UTM  14      - 3,383,711.116   649,318.500   MT  0.99987505   +0 47 32.1
 AB6609
 AB6609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6609!SPC TX C     -   0.99997600  x   0.99990905  =   0.99988505
 AB6609!UTM  14      -   0.99997600  x   0.99987505  =   0.99985105
 AB6609
 AB6609:                Primary Azimuth Mark                     Grid Az
 AB6609:SPC TX C     -  T74 B                                    177 17 58.7
 AB6609:UTM  14      -  T74 B                                    177 59 46.2
 AB6609
 AB6609|---------------------------------------------------------------------|
 AB6609| PID    Reference Object                     Distance      Geod. Az  |
 AB6609|                                                           dddmmss.s |
 AB6609| AB2845 T74 B                               416.787 METERS 1784718.3 |
 AB6609|---------------------------------------------------------------------|
 AB6609
 AB6609                          SUPERSEDED SURVEY CONTROL
 AB6609
 AB6609  ELLIP H (09/05/96)  152.90   (m)                       GP(       ) 5 2
 AB6609
 AB6609.Superseded values are not recommended for survey control.
 AB6609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6609.See file dsdata.txt to determine how the superseded data were derived.
 AB6609
 AB6609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4931983711(NAD 83)
 AB6609_MARKER: I = METAL ROD
 AB6609_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6609_STAMPING: T74 A 1995
 AB6609_MARK LOGO: NGS   
 AB6609_PROJECTION: FLUSH
 AB6609_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6609+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6609_ROD/PIPE-DEPTH: 5.94 meters
 AB6609_SLEEVE-DEPTH  : 0.90 meters
 AB6609
 AB6609  HISTORY     - Date     Condition        Report By
 AB6609  HISTORY     - 1995     MONUMENTED       NGS
 AB6609
 AB6609                          STATION DESCRIPTION
 AB6609
 AB6609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6609'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) NORTHEAST OF AUSTIN, 20
 AB6609'KM (12.40 MI) EAST OF GEORGETOWN, ON THE WEST SIDE OF TAYLOR AT THE
 AB6609'TAYLOR MUNICIPAL AIRPORT, ON THE EAST SIDE OF A LARGE DITCH IN THE
 AB6609'GRASS MEDIAN BETWEEN THE RUNWAY AND PARALLEL TAXI, AND ON THE SOUTH
 AB6609'SIDE OF THE CONNECTOR TO RUNWAY END 17.  OWNERSHIP--CITY OF TAYLOR,
 AB6609'TAYLOR AIRPORT, ROUTE 4 BOX 13, HIGHWAY 79 WEST, TAYLOR, TX 76574.
 AB6609'AIRPORT MANAGER IS JIM PRATER.  PHONE 512-352-2152. TO REACH FROM THE
 AB6609'UNDERPASS AT THE JUNCTION OF U.S.  HIGHWAY 79 AND BUSINESS HIGHWAY 79
 AB6609'ON THE WEST SIDE OF TAYLOR, GO WEST ON HIGHWAY 79 FOR 0.26 KM (0.15
 AB6609'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTHERLY, ON THE PAVED ROAD
 AB6609'FOR 0.26 KM (0.15 MI) TO A PAVEDD ROAD LEFT.  TURN LEFT, WEST AND
 AB6609'NORTHWEST, ACROSS PARKING LOT FOR 0.07 KM (0.05 MI) TO A GAP IN THE
 AB6609'FENCE AT THE APRON.  BEAR RIGHT, NORTHWEST, ACROSS APRON FOR 0.23 KM
 AB6609'(0.15 MI) TO THE JUNCTION OF A CONNECTOR AND PARALLEL TAXI. BEAR
 AB6609'RIGHT, NORTH, ALONG TAXI FOR 0.69 KM (0.40 MI) TO THE STATION ON THE
 AB6609'LEFT. THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 AB6609'IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 AB6609'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 AB6609'IT IS 44.9 M (147.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF A VASI
 AB6609'LIGHT FOUNDATION, 43.4 M (142.4 FT) EAST OF THE CENTER OF THE RUNWAY,
 AB6609'15.8 M (51.8 FT) WEST OF THE CENTER OF THE TAXI, 14.9 M (48.9 FT)
 AB6609'SOUTH OF THE CONNECTOR CENTER, AND 11.0 M (36.1 FT) SOUTHEAST OF THE
 AB6609'NORTHEAST CORNER OF A CULVERT.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2845 ***********************************************************************
 AB2845  PACS        -  This is a Primary Airport Control Station.
 AB2845  DESIGNATION -  T74 B
 AB2845  PID         -  AB2845
 AB2845  STATE/COUNTY-  TX/WILLIAMSON
 AB2845  USGS QUAD   -  TAYLOR (1989)
 AB2845
 AB2845                         *CURRENT SURVEY CONTROL
 AB2845  ___________________________________________________________________
 AB2845* NAD 83(1993)-  30 34 22.18574(N)    097 26 33.86052(W)     ADJUSTED  
 AB2845* NAVD 88     -       173.07   (meters)     567.8    (feet)  GPS OBS   
 AB2845  ___________________________________________________________________
 AB2845  X           -    -711,972.239 (meters)                     COMP
 AB2845  Y           -  -5,450,049.704 (meters)                     COMP
 AB2845  Z           -   3,225,283.410 (meters)                     COMP
 AB2845  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AB2845  ELLIP HEIGHT-         146.86  (meters)          (10/24/00) GPS OBS
 AB2845  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AB2845
 AB2845  HORZ ORDER  -  B
 AB2845  ELLP ORDER  -  FOURTH    CLASS II
 AB2845
 AB2845.This mark is at Taylor Muni (T74) Airport (T74)
 AB2845
 AB2845.The horizontal coordinates were established by GPS observations
 AB2845.and adjusted by the National Geodetic Survey in February 1996..
 AB2845
 AB2845.The orthometric height was determined by GPS observations and a
 AB2845.high-resolution geoid model.
 AB2845
 AB2845.GPS derived orthometric heights for airport stations designated as
 AB2845.PACS or SACS are published to 2 decimal places.  This maintains
 AB2845.centimeter relative accuracy between the PACS and SACS.  It does
 AB2845.not indicate centimeter accuracy relative to other marks which are
 AB2845.part of the NAVD 88 network.
 AB2845
 AB2845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2845
 AB2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2845
 AB2845.The ellipsoidal height was determined by GPS observations
 AB2845.and is referenced to NAD 83.
 AB2845
 AB2845.The geoid height was determined by GEOID03.
 AB2845
 AB2845;                    North         East     Units Scale Factor Converg.
 AB2845;SPC TX C     - 3,104,055.252   977,230.705   MT  0.99990953   +1 29 19.8
 AB2845;SPC TX C     -10,183,887.94  3,206,131.07   sFT  0.99990953   +1 29 19.8
 AB2845;UTM  14      - 3,383,294.635   649,333.072   MT  0.99987511   +0 47 32.0
 AB2845
 AB2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2845!SPC TX C     -   0.99997694  x   0.99990953  =   0.99988647
 AB2845!UTM  14      -   0.99997694  x   0.99987511  =   0.99985205
 AB2845
 AB2845:                Primary Azimuth Mark                     Grid Az
 AB2845:SPC TX C     -  T74 C                                    177 40 29.1
 AB2845:UTM  14      -  T74 C                                    178 22 16.9
 AB2845
 AB2845|---------------------------------------------------------------------|
 AB2845| PID    Reference Object                     Distance      Geod. Az  |
 AB2845|                                                           dddmmss.s |
 AB2845| AB6610 T74 C                               APPROX. 0.6 KM 1790948.9 |
 AB2845| AB6609 T74 A                               416.787 METERS 3584718.5 |
 AB2845|---------------------------------------------------------------------|
 AB2845
 AB2845                          SUPERSEDED SURVEY CONTROL
 AB2845
 AB2845  ELLIP H (02/20/96)  146.90   (m)                       GP(       ) 1 1
 AB2845
 AB2845.Superseded values are not recommended for survey control.
 AB2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2845.See file dsdata.txt to determine how the superseded data were derived.
 AB2845
 AB2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4933383295(NAD 83)
 AB2845_MARKER: I = METAL ROD
 AB2845_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2845_STAMPING: T74 B 1995
 AB2845_MARK LOGO: NGS   
 AB2845_PROJECTION: FLUSH
 AB2845_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2845+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2845_ROD/PIPE-DEPTH: 4.88 meters
 AB2845_SLEEVE-DEPTH  : 0.90 meters
 AB2845
 AB2845  HISTORY     - Date     Condition        Report By
 AB2845  HISTORY     - 1995     MONUMENTED       NGS
 AB2845
 AB2845                          STATION DESCRIPTION
 AB2845
 AB2845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2845'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) NORTHEAST OF AUSTIN, 20
 AB2845'KM (12.40 MI) EAST OF GEORGETOWN, ON THE WEST SIDE OF TAYLOR AT THE
 AB2845'TAYLOR MUNICIPAL AIRPORT, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 AB2845'THE PARALLEL TAXI AND THE SECOND CONNECTOR TAXI SOUTH OF THE NORTHEND
 AB2845'OF THE RUNWAY.  OWNERSHIP--CITY OF TAYLOR, TAYLOR AIRPORT, ROUTE 4 BOX
 AB2845'13, HIGHWAY 79 WEST, TAYLOR, TX 76574.  AIRPORT MANAGER IS JIM PRATER.
 AB2845'PHONE 512-352-2152.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AB2845'U.S.  HIGHWAY 79 AND BUSINESS HIGHWAY 79 ON THE WEST SIDE OF TAYLOR,
 AB2845'GO WEST ON HIGHWAY 79 FOR 0.26 KM (0.15 MI) TO A PAVED ROAD RIGHT.
 AB2845'TURN RIGHT, NORTHERLY, ON THE PAVED ROAD FOR 0.26 KM (0.15 MI) TO A
 AB2845'PAVEDD ROAD LEFT.  TURN LEFT, WEST AND NORTHWEST, ACROSS PARKING LOT
 AB2845'FOR 0.07 KM (0.05 MI) TO A GAP IN THE FENCE AT THE APRON.  BEAR RIGHT,
 AB2845'NORTHWEST, ACROSS APRON FOR 0.23 KM (0.15 MI) TO THE JUNCTION OF A
 AB2845'CONNECTOR AND PARALLEL TAXI.  BEAR RIGHT, NORTH, ALONG TAXI FOR 0.28
 AB2845'KM (0.15 MI) TO THE STATION ON THE LEFT JUST BEFORE A CONNECTOR.  THE
 AB2845'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5
 AB2845'CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 AB2845'A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS
 AB2845'28.8 M (94.5 FT) SOUTH OF THE CONNECTOR CENTER, 24.4 M (80.1 FT) EAST
 AB2845'OF THE CENTER OF THE RUNWAY, AND 16.6 M (54.5 FT) WEST OF THE CENTER
 AB2845'OF THE TAXI.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6610 ***********************************************************************
 AB6610  SACS        -  This is a Secondary Airport Control Station.
 AB6610  DESIGNATION -  T74 C
 AB6610  PID         -  AB6610
 AB6610  STATE/COUNTY-  TX/WILLIAMSON
 AB6610  USGS QUAD   -  TAYLOR (1989)
 AB6610
 AB6610                         *CURRENT SURVEY CONTROL
 AB6610  ___________________________________________________________________
 AB6610* NAD 83(1993)-  30 34 02.49538(N)    097 26 33.52832(W)     ADJUSTED  
 AB6610* NAVD 88     -       166.76   (meters)     547.1    (feet)  GPS OBS   
 AB6610  ___________________________________________________________________
 AB6610  X           -    -712,002.706 (meters)                     COMP
 AB6610  Y           -  -5,450,351.265 (meters)                     COMP
 AB6610  Z           -   3,224,758.104 (meters)                     COMP
 AB6610  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AB6610  ELLIP HEIGHT-         140.55  (meters)          (07/06/01) GPS OBS
 AB6610  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AB6610
 AB6610  HORZ ORDER  -  FIRST
 AB6610  ELLP ORDER  -  FIFTH     CLASS II
 AB6610
 AB6610.This mark is at Taylor Muni (T74) Airport (T74)
 AB6610
 AB6610.The horizontal coordinates were established by GPS observations
 AB6610.and adjusted by the National Geodetic Survey in September 1996..
 AB6610
 AB6610.The orthometric height was determined by GPS observations and a
 AB6610.high-resolution geoid model.
 AB6610
 AB6610.GPS derived orthometric heights for airport stations designated as
 AB6610.PACS or SACS are published to 2 decimal places.  This maintains
 AB6610.centimeter relative accuracy between the PACS and SACS.  It does
 AB6610.not indicate centimeter accuracy relative to other marks which are
 AB6610.part of the NAVD 88 network.
 AB6610
 AB6610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6610
 AB6610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6610
 AB6610.The ellipsoidal height was determined by GPS observations
 AB6610.and is referenced to NAD 83.
 AB6610
 AB6610.The geoid height was determined by GEOID03.
 AB6610
 AB6610;                    North         East     Units Scale Factor Converg.
 AB6610;SPC TX C     - 3,103,449.376   977,255.307   MT  0.99991025   +1 29 19.9
 AB6610;SPC TX C     -10,181,900.16  3,206,211.79   sFT  0.99991025   +1 29 19.9
 AB6610;UTM  14      - 3,382,688.526   649,350.304   MT  0.99987517   +0 47 31.7
 AB6610
 AB6610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6610!SPC TX C     -   0.99997793  x   0.99991025  =   0.99988818
 AB6610!UTM  14      -   0.99997793  x   0.99987517  =   0.99985310
 AB6610
 AB6610:                Primary Azimuth Mark                     Grid Az
 AB6610:SPC TX C     -  T74 B                                    357 40 29.2
 AB6610:UTM  14      -  T74 B                                    358 22 17.4
 AB6610
 AB6610|---------------------------------------------------------------------|
 AB6610| PID    Reference Object                     Distance      Geod. Az  |
 AB6610|                                                           dddmmss.s |
 AB6610| AB2845 T74 B                               APPROX. 0.6 KM 3590949.1 |
 AB6610|---------------------------------------------------------------------|
 AB6610
 AB6610                          SUPERSEDED SURVEY CONTROL
 AB6610
 AB6610  ELLIP H (09/05/96)  140.59   (m)                       GP(       ) 5 2
 AB6610
 AB6610.Superseded values are not recommended for survey control.
 AB6610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6610.See file dsdata.txt to determine how the superseded data were derived.
 AB6610
 AB6610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4935082689(NAD 83)
 AB6610_MARKER: I = METAL ROD
 AB6610_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6610_STAMPING: T74 C 1995
 AB6610_MARK LOGO: NGS   
 AB6610_PROJECTION: FLUSH
 AB6610_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6610+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6610_ROD/PIPE-DEPTH: 5.03 meters
 AB6610_SLEEVE-DEPTH  : 0.90 meters
 AB6610
 AB6610  HISTORY     - Date     Condition        Report By
 AB6610  HISTORY     - 1995     MONUMENTED       NGS
 AB6610
 AB6610                          STATION DESCRIPTION
 AB6610
 AB6610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6610'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) NORTHEAST OF AUSTIN, 20
 AB6610'KM (12.40 MI) EAST OF GEORGETOWN, ON THE WEST SIDE OF TAYLOR AT THE
 AB6610'TAYLOR MUNICIPAL AIRPORT, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 AB6610'RUNWAY END 35 AND A CONNECTOR TAXI, AND NEAR THE SOUTH END OF THE
 AB6610'AIRFIELD.  OWNERSHIP--CITY OF TAYLOR, TAYLOR AIRPORT, ROUTE 4 BOX 13,
 AB6610'HIGHWAY 79 WEST, TAYLOR, TX 76574.  AIRPORT MANAGER IS JIM PRATER.
 AB6610'PHONE 512-352-2152. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AB6610'U.S.  HIGHWAY 79 AND BUSINESS HIGHWAY 79 ON THE WEST SIDE OF TAYLOR,
 AB6610'GO WEST ON HIGHWAY 79 FOR 0.26 KM (0.15 MI) TO A PAVED ROAD RIGHT.
 AB6610'TURN RIGHT, NORTHERLY, ON THE PAVED ROAD FOR 0.26 KM (0.15 MI) TO A
 AB6610'PAVED ROAD LEFT.  TURN LEFT, WEST AND NORTHWEST, ACROSS PARKING LOT
 AB6610'FOR 0.07 KM (0.05 MI) TO A GAP IN THE FENCE AT THE APRON AND A TAXI ON
 AB6610'THE LEFT.  TURN LEFT, SOUTHWEST, ALONG TAXI FOR 0.28 KM (0.15 MI) TO
 AB6610'THE STATION ON THE RIGHT JUST BEFORE THE RUNWAY. THE STATION IS A
 AB6610'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 AB6610'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AB6610'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 37.2 M (122.0
 AB6610'FT) EAST OF THE CENTER OF THE RUNWAY, 25.3 M (83.0 FT) NORTHWEST OF
 AB6610'THE CENTER OF THE TAXI, AND 22.1 M (72.5 FT) NORTH OF THE CENTER OF
 AB6610'THE TAXI AT THE STOP LINE.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9678 ***********************************************************************
 AB9678  SACS        -  This is a Secondary Airport Control Station.
 AB9678  DESIGNATION -  T78 A
 AB9678  PID         -  AB9678
 AB9678  STATE/COUNTY-  TX/LIBERTY
 AB9678  USGS QUAD   -  DAISETTA (1984)
 AB9678
 AB9678                         *CURRENT SURVEY CONTROL
 AB9678  ___________________________________________________________________
 AB9678* NAD 83(1993)-  30 04 17.38496(N)    094 41 51.15813(W)     ADJUSTED  
 AB9678* NAVD 88     -        20.34   (meters)      66.7    (feet)  GPS OBS   
 AB9678  ___________________________________________________________________
 AB9678  X           -    -452,415.532 (meters)                     COMP
 AB9678  Y           -  -5,505,726.776 (meters)                     COMP
 AB9678  Z           -   3,177,231.388 (meters)                     COMP
 AB9678  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AB9678  ELLIP HEIGHT-          -7.15  (meters)          (01/23/01) GPS OBS
 AB9678  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AB9678
 AB9678  HORZ ORDER  -  FIRST
 AB9678  ELLP ORDER  -  FOURTH    CLASS II
 AB9678
 AB9678.This mark is at Liberty Muni (T78) Airport (T78)
 AB9678
 AB9678.The horizontal coordinates were established by GPS observations
 AB9678.and adjusted by the National Geodetic Survey in January 1997..
 AB9678
 AB9678.The orthometric height was determined by GPS observations and a
 AB9678.high-resolution geoid model.
 AB9678
 AB9678.GPS derived orthometric heights for airport stations designated as
 AB9678.PACS or SACS are published to 2 decimal places.  This maintains
 AB9678.centimeter relative accuracy between the PACS and SACS.  It does
 AB9678.not indicate centimeter accuracy relative to other marks which are
 AB9678.part of the NAVD 88 network.
 AB9678
 AB9678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9678
 AB9678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9678
 AB9678.The ellipsoidal height was determined by GPS observations
 AB9678.and is referenced to NAD 83.
 AB9678
 AB9678.The geoid height was determined by GEOID03.
 AB9678
 AB9678;                    North         East     Units Scale Factor Converg.
 AB9678;SPC TX C     - 3,058,640.832 1,243,160.438   MT  1.00001236   +2 54 09.9
 AB9678;SPC TX C     -10,034,890.80  4,078,602.20   sFT  1.00001236   +2 54 09.9
 AB9678;UTM  15      - 3,327,922.467   336,381.299   MT  0.99993029   -0 51 02.9
 AB9678
 AB9678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9678!SPC TX C     -   1.00000112  x   1.00001236  =   1.00001348
 AB9678!UTM  15      -   1.00000112  x   0.99993029  =   0.99993141
 AB9678
 AB9678:                Primary Azimuth Mark                     Grid Az
 AB9678:SPC TX C     -  LIBPORT                                  355 50 54.9
 AB9678:UTM  15      -  LIBPORT                                  359 36 07.7
 AB9678
 AB9678|---------------------------------------------------------------------|
 AB9678| PID    Reference Object                     Distance      Geod. Az  |
 AB9678|                                                           dddmmss.s |
 AB9678| BL2326 LIBPORT                             APPROX. 0.6 KM 3584504.8 |
 AB9678|---------------------------------------------------------------------|
 AB9678
 AB9678                          SUPERSEDED SURVEY CONTROL
 AB9678
 AB9678  ELLIP H (01/08/97)   -7.00   (m)                       GP(       ) 4 2
 AB9678
 AB9678.Superseded values are not recommended for survey control.
 AB9678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9678.See file dsdata.txt to determine how the superseded data were derived.
 AB9678
 AB9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3638127922(NAD 83)
 AB9678_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9678_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB9678_STAMPING: T78 A 1994
 AB9678_MARK LOGO: NGS   
 AB9678_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9678+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB9678
 AB9678  HISTORY     - Date     Condition        Report By
 AB9678  HISTORY     - 1994     MONUMENTED       NGS
 AB9678  HISTORY     - 20030522 POOR             JCLS
 AB9678
 AB9678                          STATION DESCRIPTION
 AB9678
 AB9678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AB9678'THE STATION IS LOCATED 4.95 MI (7.97 KM) NORTHEAST OF LIBERTY AT THE
 AB9678'LIBERTY MUNICIPAL AIRPORT NEAR AIRPORT OFFICE AND HANGAR.  TO REACH
 AB9678'THE STATION FROM JUNCTION FARM ROAD 160/2830, PROCEED NORTH ON 2830
 AB9678'FOR 0.19 MI (0.31 KM) TO AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT
 AB9678'(WEST) ON ENTRY ROAD AND PROCEED THROUGH GATE FOR 0.17 MI (0.27 KM) TO
 AB9678'TAXIWAY.  TURN RIGHT ON TAXIWAY AND PROCEED 0.08 MI (0.13 KM) TO
 AB9678'STATION ON RIGHT AT PARKING RAMP.  THE STATION IS 79.5 FT (24.2 M)
 AB9678'NORTHEAST OF THE NORTHEAST CORNER OF A ORANGE HANGAR, 51.0 FT (15.5 M)
 AB9678'SOUTHWEST OF CENTERLINE TAXYWAY, 20.5 FT (6.2 M) SOUTHWEST OF EDGE OF
 AB9678'CORNER CULVERT, 16.5 FT (5.0 M) SOUTHWEST OF PLASTIC CULVERT, 4.5 FT
 AB9678'(1.4 M) SOUTH OF CARSONITE WITNESS POST, AND 0.9 FT (27.4 CM) SOUTH OF
 AB9678'PARKING APRON EDGE.  THE STATION IS A STANDARD SURVEY DISK SET INTO A
 AB9678'DRILL HOLE IN A CONCRETE APRON AND STAMPED T78 A 1994.  FOR ACCESS TO
 AB9678'AIRPORT, CONTACT MR.  HARVEY JOINER, 1829 SAM HOUSTON, LBERTY, TEXAS
 AB9678'77575, PHONE (409) -336-3684 OR MR.  RANDY SNEIL, AIRPORT OPERATIONS,
 AB9678'PHONE (409) -336-7441.  NOTE--THERE IS NO REQUIREMENT TO GET (KEY FOR
 AB9678'GATE) .  THE AIRPORT IS OPEN 7 DAYS A WEEK FROM 8 TO 5.  THIS STATION
 AB9678'WAS SELECTED AS A SACS.
 AB9678
 AB9678                          STATION RECOVERY (2003)
 AB9678
 AB9678'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AB9678'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3204 ***********************************************************************
 AB3204  PACS        -  This is a Primary Airport Control Station.
 AB3204  DESIGNATION -  T80 A
 AB3204  PID         -  AB3204
 AB3204  STATE/COUNTY-  TX/KLEBERG
 AB3204  USGS QUAD   -  BEN BOLT SE (1963)
 AB3204
 AB3204                         *CURRENT SURVEY CONTROL
 AB3204  ___________________________________________________________________
 AB3204* NAD 83(1993)-  27 33 23.65933(N)    098 02 14.44339(W)     ADJUSTED  
 AB3204* NAVD 88     -        39.00   (meters)     128.0    (feet)  GPS OBS   
 AB3204  ___________________________________________________________________
 AB3204  X           -    -791,181.636 (meters)                     COMP
 AB3204  Y           -  -5,603,048.354 (meters)                     COMP
 AB3204  Z           -   2,933,035.243 (meters)                     COMP
 AB3204  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AB3204  ELLIP HEIGHT-          12.63  (meters)          (10/24/00) GPS OBS
 AB3204  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AB3204
 AB3204  HORZ ORDER  -  B
 AB3204  ELLP ORDER  -  FOURTH    CLASS II
 AB3204
 AB3204.This mark is at Kleberg Co (T80) Airport (T80)
 AB3204
 AB3204.The horizontal coordinates were established by GPS observations
 AB3204.and adjusted by the National Geodetic Survey in February 1996..
 AB3204
 AB3204.The orthometric height was determined by GPS observations and a
 AB3204.high-resolution geoid model.
 AB3204
 AB3204.GPS derived orthometric heights for airport stations designated as
 AB3204.PACS or SACS are published to 2 decimal places.  This maintains
 AB3204.centimeter relative accuracy between the PACS and SACS.  It does
 AB3204.not indicate centimeter accuracy relative to other marks which are
 AB3204.part of the NAVD 88 network.
 AB3204
 AB3204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3204
 AB3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3204
 AB3204.The ellipsoidal height was determined by GPS observations
 AB3204.and is referenced to NAD 83.
 AB3204
 AB3204.The geoid height was determined by GEOID03.
 AB3204
 AB3204;                    North         East     Units Scale Factor Converg.
 AB3204;SPC TX S     - 5,209,472.728   345,689.726   MT  0.99994162   +0 12 36.2
 AB3204;SPC TX S     -17,091,411.78  1,134,150.38   sFT  0.99994162   +0 12 36.2
 AB3204;UTM  14      - 3,048,452.539   595,037.827   MT  0.99971149   +0 26 43.4
 AB3204
 AB3204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3204!SPC TX S     -   0.99999802  x   0.99994162  =   0.99993964
 AB3204!UTM  14      -   0.99999802  x   0.99971149  =   0.99970951
 AB3204
 AB3204                          SUPERSEDED SURVEY CONTROL
 AB3204
 AB3204  ELLIP H (02/20/96)   12.75   (m)                       GP(       ) 3 2
 AB3204
 AB3204.Superseded values are not recommended for survey control.
 AB3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3204.See file dsdata.txt to determine how the superseded data were derived.
 AB3204
 AB3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9503848453(NAD 83)
 AB3204_MARKER: I = METAL ROD
 AB3204_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3204_STAMPING: T80 A 1995
 AB3204_MARK LOGO: NGS   
 AB3204_PROJECTION: FLUSH
 AB3204_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3204+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3204_ROD/PIPE-DEPTH: 7.28 meters
 AB3204_SLEEVE-DEPTH  : 1 meters
 AB3204
 AB3204  HISTORY     - Date     Condition        Report By
 AB3204  HISTORY     - 1995     MONUMENTED       NGS
 AB3204
 AB3204                          STATION DESCRIPTION
 AB3204
 AB3204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3204'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST OF KINGSVILLE,
 AB3204'13.0 MI (20.9 KM) NORTH NORTHEAST OF PREMONT, 4.3 MI (6.9 KM) EAST OF
 AB3204'JUNCTION OF US HIGHWAY 281 AND STATE HIGHWAY 141 AND AT THE KLEBERG
 AB3204'COUNTY AIRPORT.  OWNERSHIP--KLEBERG COUNTY, KLEBURG COUNTY COURTHOUSE,
 AB3204'KINGSVILLE TX.  78363.  AIRPORT MANAGER IS MIKE MUZYCZYN, PHONE (512)
 AB3204'595-8540.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 77 AND
 AB3204'STATE HIGHWAY 141 EAST OF KINGVILLE, GO WEST ON STATE HIGHWAY 141 FOR
 AB3204'0.9 MI (1.4 KM) TO THE INTERSECTION OF US HIGHWAY 77 BUSINESS ROUTE,
 AB3204'CONTINUE AHEAD AND GO WEST ON STATE HIGHWAY 141 FOR 11.0 MI (17.7 KM)
 AB3204'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 AB3204'THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE HANGERS, TURN
 AB3204'RIGHT THEN BEAR LEFT BETWEEN THE HANGERS AND GO NORTHEASTERLY FOR 0.1
 AB3204'MI (0.2 KM) TO THE APRON AHEAD AND THE OFFICE ON THE RIGHT, CONTINUE
 AB3204'AHEAD AND GO NORTHEAST ON THE APRON FOR 0.15 MI (0.24 KM) TO A
 AB3204'TAXIWAY, TURN LEFT AND GO NORTHWEST, THEN NORTH ON THE TAXIWAY FOR 0.2
 AB3204'MI (0.3 KM) TO A TAXIWAY LEFT, BEAR LEFT AND GO NORTHWEST ON THE
 AB3204'PARALLELL TAXIWAY FOR 0.8 MI (1.3 KM) TO A CURVE RIGHT AND THE STATION
 AB3204'AHEAD AND INLINE WITH THE SOUTHWEST EDGE OF THE PARALLEL TAXIWAY
 AB3204'PAVEMENT.  THE STATION IS 231.0 FT (70.4 M) SOUTH SOUTHWEST OF THE
 AB3204'MOST SOUTHWESTERLY OF SIX THRESHOLD LIGHTS, 108.0 FT (32.9 M)
 AB3204'NORTHWEST OF THE SOUTHWEST EDGE OF THE TAXIWAY WHERE IT STARTS TO
 AB3204'CURVE RIGHT, 59.0 FT (18.0 M) WEST OF THE TAXIWAY CENTER, 46.0 FT
 AB3204'(14.0 M) SOUTHWEST OF THE WEST EDGE OF THE TAXIWAY PAVEMENT AT THE
 AB3204'PAINTED HOLD BAR AND 2.4 FT (0.7 M) SOUTHEAST OF A WITNESS POST.  DRL.
 AB3204'THIS IS A PAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4202 ***********************************************************************
 AB4202  SACS        -  This is a Secondary Airport Control Station.
 AB4202  DESIGNATION -  T82 A
 AB4202  PID         -  AB4202
 AB4202  STATE/COUNTY-  TX/GILLESPIE
 AB4202  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 AB4202
 AB4202                         *CURRENT SURVEY CONTROL
 AB4202  ___________________________________________________________________
 AB4202* NAD 83(1993)-  30 14 57.83225(N)    098 54 46.53538(W)     ADJUSTED  
 AB4202* NAVD 88     -       515.94   (meters)    1692.7    (feet)  GPS OBS   
 AB4202  ___________________________________________________________________
 AB4202  X           -    -854,427.201 (meters)                     COMP
 AB4202  Y           -  -5,448,215.905 (meters)                     COMP
 AB4202  Z           -   3,194,535.158 (meters)                     COMP
 AB4202  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AB4202  ELLIP HEIGHT-         493.64  (meters)          (05/01/01) GPS OBS
 AB4202  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 AB4202
 AB4202  HORZ ORDER  -  FIRST
 AB4202  ELLP ORDER  -  FOURTH    CLASS II
 AB4202
 AB4202.This mark is at Gillespie Co (T82) Airport (T82)
 AB4202
 AB4202.The horizontal coordinates were established by GPS observations
 AB4202.and adjusted by the National Geodetic Survey in June 1996..
 AB4202
 AB4202.The orthometric height was determined by GPS observations and a
 AB4202.high-resolution geoid model.
 AB4202
 AB4202.GPS derived orthometric heights for airport stations designated as
 AB4202.PACS or SACS are published to 2 decimal places.  This maintains
 AB4202.centimeter relative accuracy between the PACS and SACS.  It does
 AB4202.not indicate centimeter accuracy relative to other marks which are
 AB4202.part of the NAVD 88 network.
 AB4202
 AB4202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4202
 AB4202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4202
 AB4202.The ellipsoidal height was determined by GPS observations
 AB4202.and is referenced to NAD 83.
 AB4202
 AB4202.The geoid height was determined by GEOID03.
 AB4202
 AB4202;                    North         East     Units Scale Factor Converg.
 AB4202;SPC TX C     - 3,065,472.757   836,697.591   MT  0.99996722   +0 43 53.7
 AB4202;SPC TX C     -10,057,305.20  2,745,065.35   sFT  0.99996722   +0 43 53.7
 AB4202;UTM  14      - 3,346,424.386   508,376.961   MT  0.99960087   +0 02 37.9
 AB4202
 AB4202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4202!SPC TX C     -   0.99992248  x   0.99996722  =   0.99988970
 AB4202!UTM  14      -   0.99992248  x   0.99960087  =   0.99952338
 AB4202
 AB4202                          SUPERSEDED SURVEY CONTROL
 AB4202
 AB4202  ELLIP H (06/28/96)  493.79   (m)                       GP(       ) 4 2
 AB4202
 AB4202.Superseded values are not recommended for survey control.
 AB4202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4202.See file dsdata.txt to determine how the superseded data were derived.
 AB4202
 AB4202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0837746424(NAD 83)
 AB4202_MARKER: I = METAL ROD
 AB4202_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4202_STAMPING: T82 A 1995
 AB4202_MARK LOGO: NGS   
 AB4202_PROJECTION: FLUSH
 AB4202_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4202+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4202_ROD/PIPE-DEPTH: 5.3  meters
 AB4202_SLEEVE-DEPTH  : 0.9 meters
 AB4202
 AB4202  HISTORY     - Date     Condition        Report By
 AB4202  HISTORY     - 1995     MONUMENTED       NGS
 AB4202
 AB4202                          STATION DESCRIPTION
 AB4202
 AB4202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB4202'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF
 AB4202'FREDRICKSBURG, AT THE GILLESPIE COUNTY AIRPORT.  IN THE GRASS, NEAR
 AB4202'THE NORTHWEST END OF AND IN LINE WITH THE NORTHWEST-SOUTHEAST TAXI
 AB4202'CENTERLINE.  OWNERSHIP--GILLESPIE COUNTY, 106 NORTH ADAMS,
 AB4202'FREDRICKSBURG, TX.  78624.  AIRPORT MANAGER LARRY NEVELS, PHONE
 AB4202'210-997-6523.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AB4202'87, 290, AND STATE HIGHWAY 16 IN FREDRICKSBURG, GO SOUTH, 3.5 KM (2.15
 AB4202'MI) ON HIGHWAY 16 TO FARM ROAD 2093, TURN RIGHT, WEST, 1.44 KM (0.90
 AB4202'MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH, 0.37
 AB4202'KM (0.20 MI) TO THE FIRST ENTRANCE ROAD, ON THE EAST SIDE OF THE EAST
 AB4202'HANGAR.  TURN LEFT, SOUTH, 0.09 KM (0.05 MI) CROSSING APRON TO A
 AB4202'NORTHWEST-SOUTHEAST TAXI.  TURN RIGHT, NORTHWEST, 0.2 KM (0.10 MI)
 AB4202'ALONG THE TAXI TO ITS END AND THE STATION.  STATION IS 73.1 M (239.8
 AB4202'FT) NORTHEAST OF THE RUNWAY CENTERLINE, 58.8 M (192.9 FT) NORTHEAST OF
 AB4202'THE MOST NORTHEAST RUNWAY END LIGHT, 32.6 M (107.0 FT) SOUTHWEST OF
 AB4202'THE WEST CORNER OF THE MOST WESTERLY HANGAR, 13.0 M (42.7 FT)
 AB4202'NORTHWEST OF THE EXTENDED CONNECTOR CENTERLINE, 4.8 M (15.7 FT)
 AB4202'SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AB4202'TAXI.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB4202'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2773 ***********************************************************************
 AB2773  PACS        -  This is a Primary Airport Control Station.
 AB2773  DESIGNATION -  T82 B
 AB2773  PID         -  AB2773
 AB2773  STATE/COUNTY-  TX/GILLESPIE
 AB2773  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 AB2773
 AB2773                         *CURRENT SURVEY CONTROL
 AB2773  ___________________________________________________________________
 AB2773* NAD 83(1993)-  30 14 40.63160(N)    098 54 34.04673(W)     ADJUSTED  
 AB2773* NAVD 88     -       513.03   (meters)    1683.2    (feet)  GPS OBS   
 AB2773  ___________________________________________________________________
 AB2773  X           -    -854,138.262 (meters)                     COMP
 AB2773  Y           -  -5,448,528.746 (meters)                     COMP
 AB2773  Z           -   3,194,076.091 (meters)                     COMP
 AB2773  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AB2773  ELLIP HEIGHT-         490.72  (meters)          (10/24/00) GPS OBS
 AB2773  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AB2773
 AB2773  HORZ ORDER  -  B
 AB2773  ELLP ORDER  -  FOURTH    CLASS II
 AB2773
 AB2773.This mark is at Gillespie Co (T82) Airport (T82)
 AB2773
 AB2773.The horizontal coordinates were established by GPS observations
 AB2773.and adjusted by the National Geodetic Survey in February 1996..
 AB2773
 AB2773.The orthometric height was determined by GPS observations and a
 AB2773.high-resolution geoid model.
 AB2773
 AB2773.GPS derived orthometric heights for airport stations designated as
 AB2773.PACS or SACS are published to 2 decimal places.  This maintains
 AB2773.centimeter relative accuracy between the PACS and SACS.  It does
 AB2773.not indicate centimeter accuracy relative to other marks which are
 AB2773.part of the NAVD 88 network.
 AB2773
 AB2773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2773
 AB2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2773
 AB2773.The ellipsoidal height was determined by GPS observations
 AB2773.and is referenced to NAD 83.
 AB2773
 AB2773.The geoid height was determined by GEOID03.
 AB2773
 AB2773;                    North         East     Units Scale Factor Converg.
 AB2773;SPC TX C     - 3,064,947.417   837,038.210   MT  0.99996830   +0 44 00.2
 AB2773;SPC TX C     -10,055,581.65  2,746,182.86   sFT  0.99996830   +0 44 00.2
 AB2773;UTM  14      - 3,345,895.190   508,711.127   MT  0.99960094   +0 02 44.2
 AB2773
 AB2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2773!SPC TX C     -   0.99992294  x   0.99996830  =   0.99989124
 AB2773!UTM  14      -   0.99992294  x   0.99960094  =   0.99952391
 AB2773
 AB2773                          SUPERSEDED SURVEY CONTROL
 AB2773
 AB2773  ELLIP H (02/20/96)  490.87   (m)                       GP(       ) 1 1
 AB2773
 AB2773.Superseded values are not recommended for survey control.
 AB2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2773.See file dsdata.txt to determine how the superseded data were derived.
 AB2773
 AB2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0871145895(NAD 83)
 AB2773_MARKER: I = METAL ROD
 AB2773_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2773_STAMPING: T82 B 1995
 AB2773_MARK LOGO: NGS   
 AB2773_PROJECTION: FLUSH
 AB2773_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2773+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2773_ROD/PIPE-DEPTH: 4.4  meters
 AB2773_SLEEVE-DEPTH  : 0.9 meters
 AB2773
 AB2773  HISTORY     - Date     Condition        Report By
 AB2773  HISTORY     - 1995     MONUMENTED       NGS
 AB2773
 AB2773                          STATION DESCRIPTION
 AB2773
 AB2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2773'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF
 AB2773'FREDRICKSBURG, AT THE GILLESPIE COUNTY AIRPORT.  IN THE GRASS, NEAR
 AB2773'THE SOUTHEAST END OF THE NORTHWEST-SOUTHEAST TAXI, SOUTHEAST OF AND IN
 AB2773'LINE WITH THE CENTER OF THE TWO SOLID HOLDING BAR STRIPES.
 AB2773'OWNERSHIP--GILLESPIE COUNTY, 106 NORTH ADAMS, FREDRICKSBURG, TX.
 AB2773'78624.  AIRPORT MANAGER LARRY NEVELS, PHONE 210-997-6523.  TO REACH
 AB2773'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 87, 290, AND STATE
 AB2773'HIGHWAY 16 IN FREDRICKSBURG, GO SOUTH, 3.5 KM (2.15 MI) ON HIGHWAY 16
 AB2773'TO FARM ROAD 2093, TURN RIGHT, WEST, 1.44 KM (0.90 MI) TO THE AIRPORT
 AB2773'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH, 0.37 KM (0.20 MI) TO THE
 AB2773'FIRST ENTRANCE ROAD, ON THE EAST SIDE OF THE EAST HANGAR.  TURN LEFT,
 AB2773'SOUTH, 0.09 KM (0.05 MI) CROSSING APRON TO A NORTHWEST-SOUTHEAST TAXI.
 AB2773'TURN LEFT, SOUTHEAST, 0.38 KM (0.25 MI) TO ITS END AND THE STATION AT
 AB2773'THE SOUTHEAST END OF THE HOLDING BAR. STATION IS 62.1 M (203.7 FT)
 AB2773'NORTHEAST OF THE RUNWAY CENTERLINE, 11.5 M (37.7 FT) SOUTHWEST OF THE
 AB2773'EXTENDED CENTERLINE OF THE TAXI, 8.7 M (28.5 FT) SOUTHEAST OF THE
 AB2773'CONNECTOR CENTERLINE AT THE HOLD BARS, 1.0 M (3.3 FT) NORTHWEST OF A
 AB2773'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE CONNECTOR.
 AB2773'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AB2773'DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5740 ***********************************************************************
 AC5740  SACS        -  This is a Secondary Airport Control Station.
 AC5740  DESIGNATION -  T85 A
 AC5740  PID         -  AC5740
 AC5740  STATE/COUNTY-  TX/LAVACA
 AC5740  USGS QUAD   -  YOAKUM (1987)
 AC5740
 AC5740                         *CURRENT SURVEY CONTROL
 AC5740  ___________________________________________________________________
 AC5740* NAD 83(1993)-  29 18 35.83460(N)    097 08 06.05538(W)     ADJUSTED  
 AC5740* NAVD 88     -       103.43   (meters)     339.3    (feet)  GPS OBS   
 AC5740  ___________________________________________________________________
 AC5740  X           -    -691,362.028 (meters)                     COMP
 AC5740  Y           -  -5,523,064.665 (meters)                     COMP
 AC5740  Z           -   3,103,940.652 (meters)                     COMP
 AC5740  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AC5740  ELLIP HEIGHT-          76.14  (meters)          (01/31/01) GPS OBS
 AC5740  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AC5740
 AC5740  HORZ ORDER  -  FIRST
 AC5740  ELLP ORDER  -  FIFTH     CLASS I
 AC5740
 AC5740.This mark is at Yoakum Muni (T85) Airport (T85)
 AC5740
 AC5740.The horizontal coordinates were established by GPS observations
 AC5740.and adjusted by the National Geodetic Survey in January 1997..
 AC5740
 AC5740.The orthometric height was determined by GPS observations and a
 AC5740.high-resolution geoid model.
 AC5740
 AC5740.GPS derived orthometric heights for airport stations designated as
 AC5740.PACS or SACS are published to 2 decimal places.  This maintains
 AC5740.centimeter relative accuracy between the PACS and SACS.  It does
 AC5740.not indicate centimeter accuracy relative to other marks which are
 AC5740.part of the NAVD 88 network.
 AC5740
 AC5740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5740
 AC5740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5740
 AC5740.The ellipsoidal height was determined by GPS observations
 AC5740.and is referenced to NAD 83.
 AC5740
 AC5740.The geoid height was determined by GEOID03.
 AC5740
 AC5740;                    North         East     Units Scale Factor Converg.
 AC5740;SPC TXSC     - 4,165,092.913   781,144.845   MT  0.99986334   +0 54 49.2
 AC5740;SPC TXSC     -13,664,975.67  2,562,806.05   sFT  0.99986334   +0 54 49.2
 AC5740;UTM  14      - 3,243,770.019   681,121.588   MT  1.00000481   +0 54 47.6
 AC5740
 AC5740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5740!SPC TXSC     -   0.99998804  x   0.99986334  =   0.99985138
 AC5740!UTM  14      -   0.99998804  x   1.00000481  =   0.99999285
 AC5740
 AC5740                          SUPERSEDED SURVEY CONTROL
 AC5740
 AC5740  ELLIP H (01/31/97)   76.30   (m)                       GP(       ) 5 1
 AC5740
 AC5740.Superseded values are not recommended for survey control.
 AC5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5740.See file dsdata.txt to determine how the superseded data were derived.
 AC5740
 AC5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8112243770(NAD 83)
 AC5740_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5740_STAMPING: T85 A 1995
 AC5740_MARK LOGO: NGS   
 AC5740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5740+STABILITY: SURFACE MOTION
 AC5740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5740+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AC5740
 AC5740  HISTORY     - Date     Condition        Report By
 AC5740  HISTORY     - 1995     MONUMENTED       NGS
 AC5740  HISTORY     - 20030517 GOOD             USPSQD
 AC5740
 AC5740                          STATION DESCRIPTION
 AC5740
 AC5740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC5740'THE STATION IS LOCATED ON THE NORTH SIDE OF YOAKUM AT THE YOAKUM
 AC5740'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF YOAKUM, C/O TOM CHILEK, AIPORT
 AC5740'MANAGER, P.O.  BOX 736, YOAKUM, TX 77995.  PHONE (512) 293-5682.  TO
 AC5740'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 77A, STATE
 AC5740'HIGHWAY 95 AND A ROAD LEADING SOUTHEAST TO THE AIRPORT AT THE NORTH
 AC5740'EDGE OF YOAKUM.  GO SOUTHEAST ON THE ENTRANCE ROAD FOR 0.9 KM (0.55
 AC5740'MI) TO A PARKING AREA ON THE LEFT.  TURN LEFT ONTO THE PARKING LOT AND
 AC5740'GO FOR 1.0 KM (0.60 MI) TO THE AIRPORT OFFICE.  GO NORTHEAST ACROSS
 AC5740'THE RAMP FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN RIGHT AND GO
 AC5740'SOUTHEAST ON THE RUNWAY FOR 0.5 KM (0.30 MI) TO THE STATION ON THE
 AC5740'RIGHT, IN THE SOUTH CORNER OF A SQUARE GRASS AREA AT THE SOUTHEAST END
 AC5740'OF THE RUNWAY.  THE STATION IS LOCATED 90.3 FT (27.5 M) NORTHWEST OF
 AC5740'THE CENTERLINE OF THE TURN AROUND NEAR THE RUNWAY END, 87.5 FT (26.7
 AC5740'M) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, 67.0 FT (20.4 M)
 AC5740'NORTH-NORTHEAST OF THE PARALLEL PORTION OF THE TURN AROUND, 62.5 FT
 AC5740'(19.1 M) EAST-SOUTHEAST OF THE CENTER OF A DRAIN NEAR THE NORTHWEST
 AC5740'CORNER OF THE SQUARE GRASS AREA.
 AC5740
 AC5740                          STATION RECOVERY (2003)
 AC5740
 AC5740'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AC5740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7102 ***********************************************************************
 AW7102  SACS        -  This is a Secondary Airport Control Station.
 AW7102  DESIGNATION -  T86 B
 AW7102  PID         -  AW7102
 AW7102  STATE/COUNTY-  TX/HARRIS
 AW7102  USGS QUAD   -  ADDICKS (1995)
 AW7102
 AW7102                         *CURRENT SURVEY CONTROL
 AW7102  ___________________________________________________________________
 AW7102* NAD 83(1993)-  29 49 18.76556(N)    095 40 31.93325(W)     ADJUSTED  
 AW7102* NAVD 88     -        33.56   (meters)     110.1    (feet)  GPS OBS   
 AW7102  ___________________________________________________________________
 AW7102  X           -    -547,690.551 (meters)                     COMP
 AW7102  Y           -  -5,510,959.135 (meters)                     COMP
 AW7102  Z           -   3,153,261.809 (meters)                     COMP
 AW7102  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW7102  ELLIP HEIGHT-           5.89  (meters)          (02/02/01) GPS OBS
 AW7102  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW7102
 AW7102  HORZ ORDER  -  FIRST
 AW7102  ELLP ORDER  -  FOURTH    CLASS II
 AW7102
 AW7102.This mark is at West Houston (IWS) Airport (IWS)
 AW7102
 AW7102.The horizontal coordinates were established by GPS observations
 AW7102.and adjusted by the National Geodetic Survey in February 1997..
 AW7102
 AW7102.The orthometric height was determined by GPS observations and a
 AW7102.high-resolution geoid model.
 AW7102
 AW7102.GPS derived orthometric heights for airport stations designated as
 AW7102.PACS or SACS are published to 2 decimal places.  This maintains
 AW7102.centimeter relative accuracy between the PACS and SACS.  It does
 AW7102.not indicate centimeter accuracy relative to other marks which are
 AW7102.part of the NAVD 88 network.
 AW7102
 AW7102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7102
 AW7102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7102
 AW7102.The ellipsoidal height was determined by GPS observations
 AW7102.and is referenced to NAD 83.
 AW7102
 AW7102.The geoid height was determined by GEOID03.
 AW7102
 AW7102;                    North         East     Units Scale Factor Converg.
 AW7102;SPC TXSC     - 4,224,952.281   921,260.704   MT  0.99989924   +1 37 43.3
 AW7102;SPC TXSC     -13,861,364.28  3,022,502.83   sFT  0.99989924   +1 37 43.3
 AW7102;UTM  15      - 3,302,051.972   241,443.227   MT  1.00042491   -1 19 52.7
 AW7102
 AW7102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7102!SPC TXSC     -   0.99999907  x   0.99989924  =   0.99989832
 AW7102!UTM  15      -   0.99999907  x   1.00042491  =   1.00042398
 AW7102
 AW7102:                Primary Azimuth Mark                     Grid Az
 AW7102:SPC TXSC     -  IWS D                                    153 36 15.1
 AW7102:UTM  15      -  IWS D                                    156 33 51.1
 AW7102
 AW7102|---------------------------------------------------------------------|
 AW7102| PID    Reference Object                     Distance      Geod. Az  |
 AW7102|                                                           dddmmss.s |
 AW7102| AW7100 IWS D                               APPROX. 0.5 KM 1551358.4 |
 AW7102|---------------------------------------------------------------------|
 AW7102
 AW7102                          SUPERSEDED SURVEY CONTROL
 AW7102
 AW7102  ELLIP H (02/21/97)    6.04   (m)                       GP(       ) 4 2
 AW7102  NAD 83(1993)-  29 49 18.76501(N)    095 40 31.93410(W) AD(       ) 2
 AW7102  ELLIP H (02/16/96)    5.97   (m)                       GP(       ) 5 1
 AW7102  NAD 83(1986)-  29 49 18.77978(N)    095 40 31.91603(W) AD(       ) 2
 AW7102  NGVD 29 (03/26/93)   33.5    (m)          110.     (f) GPS OBS        
 AW7102
 AW7102.Superseded values are not recommended for survey control.
 AW7102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7102.See file dsdata.txt to determine how the superseded data were derived.
 AW7102
 AW7102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4144302052(NAD 83)
 AW7102_MARKER: DD = SURVEY DISK
 AW7102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7102_SP_SET: CONCRETE POST
 AW7102_STAMPING: T86 B 1985
 AW7102_MARK LOGO: NOS   
 AW7102_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7102+STABILITY: SURFACE MOTION
 AW7102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7102+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AW7102
 AW7102  HISTORY     - Date     Condition        Report By
 AW7102  HISTORY     - 1985     MONUMENTED       NOS
 AW7102  HISTORY     - 19920615 GOOD             NGS
 AW7102  HISTORY     - 19921025 GOOD
 AW7102  HISTORY     - 19941203 GOOD             NGS
 AW7102  HISTORY     - 19950905 GOOD             USPSQD
 AW7102  HISTORY     - 20040714 GOOD             USPSQD
 AW7102
 AW7102                          STATION DESCRIPTION
 AW7102
 AW7102'DESCRIBED BY NATIONAL OCEAN SERVICE 1985
 AW7102'THE STATION IS LOCATED ON THE WEST SIDE 0F HOUSTON AT THE WEST HOUSTON
 AW7102'AIRPORT ON THE NORTHWEST SIDE OF THE AIRFIELD IN AN ANGLE OF GRASSY
 AW7102'MEDIAN FORMED BETWEEN THE MAIN NORTHWEST-SOUTHEAST TAXIWAY AND
 AW7102'TAXIWAY BRAVO.
 AW7102'TO REACH THE STATION CONTACT THE AIRPORT MANAGER IN THE MAIN TERMINAL
 AW7102'BUILDING FOR PERMISSION AND INSTRUCTIONS FOR ACCESSING THE CONTROLLED
 AW7102'MOVEMENT AREAS OF THE AIRFIELD.
 AW7102'THE STATION MARK IS A NOS BRONZE DISK STAMPED---T86 B 1985---,SET IN A
 AW7102'CONCRETE MONUMENT FLUSH WITH GROUND LEVEL.IT IS, 138.135  M
 AW7102'(453.198 FT) SOUTH-SOUTHWEST OF THE CENTERLINE END RUNWAY 15, 20.330
 AW7102'M (66.699 FT) SOUTHWEST OF THE CENTERLINE OF THE MAIN
 AW7102'NORTHWEST-SOUTHEAST TAXIWAY, 20.970 M (68.799 FT) NORTH OF THE
 AW7102'EAST-WEST TAXIWAY (TAXIWAY BRAVO), 13.106 M (42.999 FT) NORTHEAST OF
 AW7102'THE NORTH END OF PIPE CULVERT UNDER TAXIWAY BRAVO AND 10.665 M
 AW7102'(34.990 FT) WEST OF THE FIRST TAXIWAY LIGHT NORTH OF THE JUNCTION OF
 AW7102'TAXIWAY BRAVO AND THE PARALLEL TAXIWAY ON THE WEST SIDE.
 AW7102
 AW7102                          STATION RECOVERY (1992)
 AW7102
 AW7102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AW7102'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF AIRPORT, 453.2 FT
 AW7102'(138.1 M) SOUTH-SOUTHWEST OF C/L END RWY 15, 66.7 FT (20.3 M)
 AW7102'SOUTHWEST OF THE C/L OF NW-SE TAXIWAY, 68.8 FT (21.0 M) NORTH OF THE
 AW7102'C/L OF E-W TAXIWAY (TAXIWAY B) AND 43.0 FT (13.1 M) NORTHEAST OF THE
 AW7102'NORTH END OF PIPE CULVERT UNDER TAXIWAY B.  THE STATION IS A NOS DISK
 AW7102'STAMPED T86 B 1985 AND SET IN A CONCRETE MONUMENT FLUSH WITH THE
 AW7102'GROUND.
 AW7102
 AW7102                          STATION RECOVERY (1992)
 AW7102
 AW7102'RECOVERED 1992
 AW7102'RECOVERED IN GOOD CONDITION.
 AW7102
 AW7102                          STATION RECOVERY (1994)
 AW7102
 AW7102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW7102'RECOVERED AS DESCRIBED WITH ADDITIONAL COMMENTS.  TO REACH THE STATION
 AW7102'FROM THE WEST HOUSTON TERMINAL AREA, PROCEED THROUGH THE GATE (CYPHER
 AW7102'LOCK NUMBER 1492) LOCATED SOUTHEAST OF THE TERMINAL BUILDING AND
 AW7102'PROCEED ONTO THE PARKING RAMP FOR 0.1 MI (0.2 KM) TO PARALLEL TAXIWAY.
 AW7102'TURN LEFT (NORTHWEST) ON TAXIWAY AND CONTINUE NORTHWEST ON TAXIWAY FOR
 AW7102'0.3 MI (0.5 KM) TO THE NORTH SIDE OF TAXIWAY B AND THE STATION ON THE
 AW7102'LEFT, 1.0 FT (0.3 M) SOUTH OF WITNESS POST.  SACS. THIS MARK IS A
 AW7102'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AW7102
 AW7102                          STATION RECOVERY (1995)
 AW7102
 AW7102'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW7102'RECOVERED IN GOOD CONDITION.
 AW7102
 AW7102                          STATION RECOVERY (2004)
 AW7102
 AW7102'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5974 ***********************************************************************
 AC5974  SACS        -  This is a Secondary Airport Control Station.
 AC5974  DESIGNATION -  T97 A
 AC5974  PID         -  AC5974
 AC5974  STATE/COUNTY-  TX/CALHOUN
 AC5974  USGS QUAD   -  KAMEY (1995)
 AC5974
 AC5974                         *CURRENT SURVEY CONTROL
 AC5974  ___________________________________________________________________
 AC5974* NAD 83(1993)-  28 38 54.95564(N)    096 40 38.76005(W)     ADJUSTED  
 AC5974* NAVD 88     -         7.86   (meters)      25.8    (feet)  GPS OBS   
 AC5974  ___________________________________________________________________
 AC5974  X           -    -651,351.371 (meters)                     COMP
 AC5974  Y           -  -5,563,600.083 (meters)                     COMP
 AC5974  Z           -   3,039,770.568 (meters)                     COMP
 AC5974  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AC5974  ELLIP HEIGHT-         -19.40  (meters)          (07/24/01) GPS OBS
 AC5974  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AC5974
 AC5974  HORZ ORDER  -  FIRST
 AC5974  ELLP ORDER  -  THIRD     CLASS II
 AC5974
 AC5974.This mark is at Calhoun Co (T97) Airport (T97)
 AC5974
 AC5974.The horizontal coordinates were established by GPS observations
 AC5974.and adjusted by the National Geodetic Survey in February 1997..
 AC5974
 AC5974.The orthometric height was determined by GPS observations and a
 AC5974.high-resolution geoid model.
 AC5974
 AC5974.GPS derived orthometric heights for airport stations designated as
 AC5974.PACS or SACS are published to 2 decimal places.  This maintains
 AC5974.centimeter relative accuracy between the PACS and SACS.  It does
 AC5974.not indicate centimeter accuracy relative to other marks which are
 AC5974.part of the NAVD 88 network.
 AC5974
 AC5974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5974
 AC5974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5974
 AC5974.The ellipsoidal height was determined by GPS observations
 AC5974.and is referenced to NAD 83.
 AC5974
 AC5974.The geoid height was determined by GEOID03.
 AC5974
 AC5974;                    North         East     Units Scale Factor Converg.
 AC5974;SPC TXSC     - 4,092,609.673   827,039.708   MT  0.99993444   +1 08 16.3
 AC5974;SPC TXSC     -13,427,170.24  2,713,379.44   sFT  0.99993444   +1 08 16.3
 AC5974;UTM  14      - 3,171,261.119   727,012.525   MT  1.00023603   +1 06 50.4
 AC5974
 AC5974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5974!SPC TXSC     -   1.00000305  x   0.99993444  =   0.99993749
 AC5974!UTM  14      -   1.00000305  x   1.00023603  =   1.00023908
 AC5974
 AC5974                          SUPERSEDED SURVEY CONTROL
 AC5974
 AC5974  ELLIP H (02/05/97)  -19.25   (m)                       GP(       ) 3 2
 AC5974
 AC5974.Superseded values are not recommended for survey control.
 AC5974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5974.See file dsdata.txt to determine how the superseded data were derived.
 AC5974
 AC5974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2701371261(NAD 83)
 AC5974_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5974_STAMPING: T97 A 1995
 AC5974_MARK LOGO: NGS   
 AC5974_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5974+STABILITY: SURFACE MOTION
 AC5974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5974+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5974
 AC5974  HISTORY     - Date     Condition        Report By
 AC5974  HISTORY     - 1995     MONUMENTED       NGS
 AC5974  HISTORY     - 19980725 GOOD             USPSQD
 AC5974
 AC5974                          STATION DESCRIPTION
 AC5974
 AC5974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC5974'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTHWEST OF PORT LAVACA
 AC5974'AT THE CALHOUN COUNTY AIRPORT.  OWNERSHIP--CALHOUN COUNTY.  FOR ACCESS
 AC5974'CONTACT MR WALTER RAWLINGS, AIRPORT MANAGER, CALHOUN COUNTY AIRPORT,
 AC5974'P.O.  BOX 676, PORT LAVACA, TX 77979.  OFFICE PHONE (512) 552-2933,
 AC5974'HOME (512) 552-6207.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AC5974'HIGHWAY 35 AND FARM ROAD 1090 AT PORT LAVACA.  GO NORTHERLY ON FARM
 AC5974'ROAD 1090 FOR 4.3 KM (2.65 MI) TO FARM ROAD 3084. TURN LEFT, WESTERLY
 AC5974'ON FARM ROAD 3084 FOR 1.9 KM (1.20 MI) TO THE AIRPORT ENTRANCE ROAD ON
 AC5974'THE RIGHT.  TURN RIGHT, NORTHWESTERLY ON ENTRANCE ROAD FOR 0.8 KM
 AC5974'(0.50 MI) TO THE AIRPORT ADMINISTRATION BUILDING ON THE RIGHT.
 AC5974'PROCEED ACROSS THE APRON FOR ABOUT 100 M (328.1 FT) TO THE PARALLEL
 AC5974'TAXIWAY.  TURN RIGHT, SOUTHEASTERLY FOR 0.4 MI (0.6 KM) TO THE HOLD
 AC5974'BAR FOR RUNWAY END 32 AND THE STATION ON THE LEFT.  THE STATION IS
 AC5974'LOCATED 143.1 FT (43.6 M) NORTHWEST OF THE CENTERLINE OF CONNECTING
 AC5974'TAXIWAY AT THE HOLD BAR, 135.7 FT (41.4 M) SOUTHWEST OF THE CENTERLINE
 AC5974'OF RUNWAY 32 AND 48.4 FT (14.8 M) NORTHEAST OF THE EASTERN EDGE OF A
 AC5974'DITCH.
 AC5974
 AC5974                          STATION RECOVERY (1998)
 AC5974
 AC5974'RECOVERY NOTE BY US POWER SQUADRON 1998
 AC5974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4215 ***********************************************************************
 AB4215  DESIGNATION -  T98 D
 AB4215  PID         -  AB4215
 AB4215  STATE/COUNTY-  TX/HAYS
 AB4215  USGS QUAD   -  UHLAND (1994)
 AB4215
 AB4215                         *CURRENT SURVEY CONTROL
 AB4215  ___________________________________________________________________
 AB4215* NAD 83(1993)-  29 53 56.21308(N)    097 52 20.08448(W)     ADJUSTED  
 AB4215* NAVD 88     -       181.5    (meters)     595.     (feet)  GPS OBS   
 AB4215  ___________________________________________________________________
 AB4215  X           -    -757,960.550 (meters)                     COMP
 AB4215  Y           -  -5,481,831.060 (meters)                     COMP
 AB4215  Z           -   3,160,745.279 (meters)                     COMP
 AB4215  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AB4215  ELLIP HEIGHT-         155.46  (meters)          (05/01/01) GPS OBS
 AB4215  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AB4215
 AB4215  HORZ ORDER  -  THIRD
 AB4215  ELLP ORDER  -  FOURTH    CLASS II
 AB4215
 AB4215.This mark is at San Marcos Muni (T98) Airport (T98)
 AB4215
 AB4215.The horizontal coordinates were established by GPS observations
 AB4215.and adjusted by the National Geodetic Survey in June 1996..
 AB4215
 AB4215.The orthometric height was determined by GPS observations and a
 AB4215.high-resolution geoid model.
 AB4215
 AB4215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4215
 AB4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4215
 AB4215.The ellipsoidal height was determined by GPS observations
 AB4215.and is referenced to NAD 83.
 AB4215
 AB4215.The geoid height was determined by GEOID03.
 AB4215
 AB4215;                    North         East     Units Scale Factor Converg.
 AB4215;SPC TXSC     - 4,229,453.265   708,911.570   MT  0.99991155   +0 33 09.0
 AB4215;SPC TXSC     -13,876,131.25  2,325,820.71   sFT  0.99991155   +0 33 09.0
 AB4215;UTM  14      - 3,308,122.259   608,882.887   MT  0.99974627   +0 33 44.0
 AB4215
 AB4215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4215!SPC TXSC     -   0.99997559  x   0.99991155  =   0.99988714
 AB4215!UTM  14      -   0.99997559  x   0.99974627  =   0.99972186
 AB4215
 AB4215                          SUPERSEDED SURVEY CONTROL
 AB4215
 AB4215  ELLIP H (06/28/96)  155.62   (m)                       GP(       ) 4 2
 AB4215
 AB4215.Superseded values are not recommended for survey control.
 AB4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4215.See file dsdata.txt to determine how the superseded data were derived.
 AB4215
 AB4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0888308122(NAD 83)
 AB4215_MARKER: DD = SURVEY DISK
 AB4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4215_STAMPING: T 98 D 1994
 AB4215_MARK LOGO: NOS   
 AB4215_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4215+STABILITY: SURFACE MOTION
 AB4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4215+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1994
 AB4215
 AB4215  HISTORY     - Date     Condition        Report By
 AB4215  HISTORY     - 1994     MONUMENTED       NOS
 AB4215  HISTORY     - 19940615 GOOD             NGS
 AB4215
 AB4215                          STATION DESCRIPTION
 AB4215
 AB4215'DESCRIBED BY NATIONAL OCEAN SERVICE 1994
 AB4215'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AB4215
 AB4215                          STATION RECOVERY (1994)
 AB4215
 AB4215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AB4215'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF THE AIRPORT AT THE
 AB4215'1000 FOOT (304.8 M) STATION OF THE APPROACH LIGHTS SERVING RUNWAY 12.
 AB4215'THE STATION IS 14 FT (4.3 M) NORTHWEST OF THE NORTHEAST OF THREE LIGHT
 AB4215'TOWERS, 34.5 FT (10.5 M) NORTH OF THE CENTER LIGHT TOWER OF THREE AND
 AB4215'32 FT (9.8 M) NORTHEAST OF THE RUNWAY CENTERLINE EXTENDED. THE STATION
 AB4215'IS A NOS DISK STAMPED T98 D 1994 SET IN THE TOP OF A ROUND CONCRETE
 AB4215'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2767 ***********************************************************************
 AB2767  PACS        -  This is a Primary Airport Control Station.
 AB2767  DESIGNATION -  T98 E
 AB2767  PID         -  AB2767
 AB2767  STATE/COUNTY-  TX/HAYS
 AB2767  USGS QUAD   -  UHLAND (1994)
 AB2767
 AB2767                         *CURRENT SURVEY CONTROL
 AB2767  ___________________________________________________________________
 AB2767* NAD 83(1993)-  29 53 30.44366(N)    097 51 52.35087(W)     ADJUSTED  
 AB2767* NAVD 88     -       176.96   (meters)     580.6    (feet)  GPS OBS   
 AB2767  ___________________________________________________________________
 AB2767  X           -    -757,277.054 (meters)                     COMP
 AB2767  Y           -  -5,482,320.803 (meters)                     COMP
 AB2767  Z           -   3,160,055.096 (meters)                     COMP
 AB2767  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AB2767  ELLIP HEIGHT-         150.92  (meters)          (10/24/00) GPS OBS
 AB2767  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AB2767
 AB2767  HORZ ORDER  -  B
 AB2767  ELLP ORDER  -  FOURTH    CLASS II
 AB2767
 AB2767.This mark is at San Marcos Muni (T98) Airport (T98)
 AB2767
 AB2767.The horizontal coordinates were established by GPS observations
 AB2767.and adjusted by the National Geodetic Survey in February 1996..
 AB2767
 AB2767.The orthometric height was determined by GPS observations and a
 AB2767.high-resolution geoid model.
 AB2767
 AB2767.GPS derived orthometric heights for airport stations designated as
 AB2767.PACS or SACS are published to 2 decimal places.  This maintains
 AB2767.centimeter relative accuracy between the PACS and SACS.  It does
 AB2767.not indicate centimeter accuracy relative to other marks which are
 AB2767.part of the NAVD 88 network.
 AB2767
 AB2767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2767
 AB2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2767
 AB2767.The ellipsoidal height was determined by GPS observations
 AB2767.and is referenced to NAD 83.
 AB2767
 AB2767.The geoid height was determined by GEOID03.
 AB2767
 AB2767;                    North         East     Units Scale Factor Converg.
 AB2767;SPC TXSC     - 4,228,667.083   709,663.234   MT  0.99991033   +0 33 22.6
 AB2767;SPC TXSC     -13,873,551.92  2,328,286.79   sFT  0.99991033   +0 33 22.6
 AB2767;UTM  14      - 3,307,336.333   609,634.560   MT  0.99974830   +0 33 57.3
 AB2767
 AB2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2767!SPC TXSC     -   0.99997630  x   0.99991033  =   0.99988663
 AB2767!UTM  14      -   0.99997630  x   0.99974830  =   0.99972460
 AB2767
 AB2767                          SUPERSEDED SURVEY CONTROL
 AB2767
 AB2767  ELLIP H (02/20/96)  151.07   (m)                       GP(       ) 1 1
 AB2767
 AB2767.Superseded values are not recommended for survey control.
 AB2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2767.See file dsdata.txt to determine how the superseded data were derived.
 AB2767
 AB2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0963507336(NAD 83)
 AB2767_MARKER: I = METAL ROD
 AB2767_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2767_STAMPING: T98 E 1995
 AB2767_MARK LOGO: NGS   
 AB2767_PROJECTION: FLUSH
 AB2767_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2767+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2000
 AB2767_ROD/PIPE-DEPTH: 5.6  meters
 AB2767_SLEEVE-DEPTH  : 1.0 meters
 AB2767
 AB2767  HISTORY     - Date     Condition        Report By
 AB2767  HISTORY     - 1995     MONUMENTED       NGS
 AB2767  HISTORY     - 19990925 GOOD             USPSQD
 AB2767  HISTORY     - 20001013 GOOD             LOCSUR
 AB2767
 AB2767                          STATION DESCRIPTION
 AB2767
 AB2767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB2767'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF SAN MARCOS AT THE
 AB2767'SAN MARCOS MUNICIPAL AIRPORT AND AT THE INTERSECTION OF RUNWAYS 12-30,
 AB2767'8-26.  FOR ACCESS CONTACT MR JACK DOUGHTY, AIRPORT MANAGER, CITY OF
 AB2767'SAN MARCOS, CITY HALL 630 E.  HOPKINS, SAN MARCOS, TX 78666. PHONE
 AB2767'(512) 353-4444.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AB2767'HIGHWAY 35 AND STATE ROAD 80 IN SAN MARCOS, GO SOUTHEASTERLY ON STATE
 AB2767'ROAD 80 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROADS 80, 143 AND
 AB2767'21.  TURN LEFT, NORTHEASTERLY ON STATE ROAD 21 FOR 2.0 MI (3.2 KM) TO
 AB2767'THE AIRPORT ENTRANCE ON THE RIGHT (AIRPORT DRIVE) .  TURN RIGHT,
 AB2767'SOUTHERLY THE EASTERLY ON AIRPORT DRIVE FOR 0.75 MI (1.21 KM) TO THE
 AB2767'AIRPORT OFFICE ON THE LEFT, CONTINUE EASTERLY FOR 0.05 MI (0.08 KM) TO
 AB2767'A GRAVEL ROAD ON THE LEFT LEADING TO AN GATE.  TURN LEFT, NORTHERLY ON
 AB2767'GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE AT THE SOUTH EDGE OF THE
 AB2767'AIRCRAFT APRON.  PROCEED NORTHEASTERLY ACROSS THE APRON FOR 0.35 MI
 AB2767'(0.56 KM) TO THE INTERSECTION OF TAXIWAYS C AND D.  TURN LEFT,
 AB2767'NORTHEASTERLY ONTO TAXIWAY D FOR 0.1 TO THE STATION ON LEFT.  THE
 AB2767'STATION IS LOCATED 215.0 FT (65.5 M) SOUTHWEST OF A CGS PK NAIL AND
 AB2767'WASHER AT THE CENTERLINE INTERSECTION OF RUNWAYS 12-30, 8-26, 72.9 FT
 AB2767'(22.2 M) WEST OF THE CENTERLINE OF TAXIWAY D AT THE HOLD BAR AND 65.0
 AB2767'FT (19.8 M) NORTH-NORTHWEST FROM THE CENTER OF A 15 FT (4.6 M) X 3 FT
 AB2767'(0.9 M) LIGHTED RUNWAY/TAXIWAY SIGN.
 AB2767
 AB2767                          STATION RECOVERY (1999)
 AB2767
 AB2767'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2767'RECOVERED IN GOOD CONDITION.
 AB2767
 AB2767                          STATION RECOVERY (2000)
 AB2767
 AB2767'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KNM)
 AB2767'IT WAS QUITE DIFFICULT TO SECURE THE AIRPORT MANAGER'S PERMISSION TO
 AB2767'OCCUPY THIS MARK FOR EVEN A 30 MINUTE GPS SESSION. HE CLAIMED TO BE
 AB2767'CONCERNED THAT IT IS TOO CLOSE TO AN ACTIVE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6160 ***********************************************************************
 AW6160  DESIGNATION -  TABBS
 AW6160  PID         -  AW6160
 AW6160  STATE/COUNTY-  TX/HARRIS
 AW6160  USGS QUAD   -  MORGANS POINT (1993)
 AW6160
 AW6160                         *CURRENT SURVEY CONTROL
 AW6160  ___________________________________________________________________
 AW6160* NAD 83(1993)-  29 42 39.19592(N)    094 59 38.83873(W)     ADJUSTED  
 AW6160* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6160  ___________________________________________________________________
 AW6160  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AW6160  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6160
 AW6160  HORZ ORDER  -  THIRD
 AW6160
 AW6160.The horizontal coordinates were established by classical geodetic methods
 AW6160.and adjusted by the National Geodetic Survey in February 1996..
 AW6160
 AW6160.The orthometric height was scaled from a topographic map.
 AW6160
 AW6160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6160
 AW6160.The geoid height was determined by GEOID03.
 AW6160
 AW6160;                    North         East     Units Scale Factor Converg.
 AW6160;SPC TXSC     - 4,214,721.176   987,507.235   MT  0.99988470   +1 57 45.1
 AW6160;SPC TXSC     -13,827,797.72  3,239,846.65   sFT  0.99988470   +1 57 45.1
 AW6160;UTM  15      - 3,288,414.264   307,096.563   MT  1.00005915   -0 59 19.1
 AW6160
 AW6160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6160!SPC TXSC     -   1.00000411  x   0.99988470  =   0.99988881
 AW6160!UTM  15      -   1.00000411  x   1.00005915  =   1.00006326
 AW6160
 AW6160|---------------------------------------------------------------------|
 AW6160| PID    Reference Object                     Distance      Geod. Az  |
 AW6160|                                                           dddmmss.s |
 AW6160| CV9475 TABBS RM 2                           17.980 METERS 13328     |
 AW6160| AW6189 HOG 2                               APPROX. 2.4 KM 1385429.3 |
 AW6160| CV9474 TABBS RM 1                           13.860 METERS 23151     |
 AW6160|---------------------------------------------------------------------|
 AW6160
 AW6160                          SUPERSEDED SURVEY CONTROL
 AW6160
 AW6160  NAD 83(1986)-  29 42 39.21211(N)    094 59 38.81979(W) AD(       ) 3
 AW6160  NAD 27      -  29 42 38.39006(N)    094 59 38.07999(W) AD(       ) 3
 AW6160
 AW6160.Superseded values are not recommended for survey control.
 AW6160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6160.See file dsdata.txt to determine how the superseded data were derived.
 AW6160
 AW6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0709788414(NAD 83)
 AW6160_MARKER: DS = TRIANGULATION STATION DISK
 AW6160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6160
 AW6160  HISTORY     - Date     Condition        Report By
 AW6160  HISTORY     - 1938     MONUMENTED       CGS
 AW6160  HISTORY     - 1950     MARK NOT FOUND   HLPCO
 AW6160  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6160  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6160
 AW6160                          STATION DESCRIPTION
 AW6160
 AW6160'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AW6160'STATION IS LOCATED ABOUT 1-1/2 MILES SE OF BAYTOWN, ABOUT 1
 AW6160'MILE SW OF PELLY, AT THE W END OF TABBS BAY, ON A POINT
 AW6160'EXTENDING S BETWEEN BLACK DUCK BAY AND GOOSE CREEK.  IT IS ON
 AW6160'THE S SLOPE OF THE SECOND HILL FROM END OF THE POINT.  300
 AW6160'FEET E OF A LARGE SAND PIT.  100 FEET N OF AN OLD
 AW6160'POWER-TRANSMISSION LINE POLE, AND AT THE EDGE OF THE THICK BRUSH.
 AW6160'
 AW6160'STATION MARK IS A BRONZE STATION DISK SET IN A 6- BY 6-INCH
 AW6160'CONCRETE POST.  IT IS STAMPED TABBS 1938.  IT IS FLUSH WITH
 AW6160'THE GROUND.
 AW6160'
 AW6160'REFERENCE MARKS ARE SET IN 6- BY 6-INCH CONCRETE POSTS.  THEY
 AW6160'ARE STAMPED 1 1938 AND 2 1938, RESPECTIVELY.  MARKS ARE FLUSH
 AW6160'WITH GROUND.
 AW6160
 AW6160                          STATION RECOVERY (1950)
 AW6160
 AW6160'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1950 (THE)
 AW6160'SEARCHED WITH INSTRUMENTS AND VERIFIED THAT STATION AND
 AW6160'REFERENCE MARKS WERE DESTROYED IN THE EXCAVATION OF A DEEP
 AW6160'BORROW PIT FOR BANK SAND WHICH IS MORE THAN AN ACRE IN EXTENT.
 AW6160
 AW6160                          STATION RECOVERY (1952)
 AW6160
 AW6160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6160'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  A THOROUGH
 AW6160'SEARCH OF THE AREA WAS MADE BUT THE STATION WAS NOT FOUND.
 AW6160'THERE HAS BEEN CONSIDERABLE EXCAVATION IN THE VICINITY.  ONE
 AW6160'MONUMENT WAS FOUND LYING ON THE GROUND BUT NO DISK WAS IN IT.
 AW6160
 AW6160                          STATION RECOVERY (1997)
 AW6160
 AW6160'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0879 ***********************************************************************
 BP0879  DESIGNATION -  TABLE
 BP0879  PID         -  BP0879
 BP0879  STATE/COUNTY-  TX/PECOS
 BP0879  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0879
 BP0879                         *CURRENT SURVEY CONTROL
 BP0879  ___________________________________________________________________
 BP0879* NAD 83(1993)-  30 58 29.35716(N)    102 53 47.61030(W)     ADJUSTED  
 BP0879* NAVD 88     -       905.     (meters)    2969.     (feet)  SCALED    
 BP0879  ___________________________________________________________________
 BP0879  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BP0879  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0879
 BP0879  HORZ ORDER  -  SECOND
 BP0879
 BP0879.The horizontal coordinates were established by classical geodetic methods
 BP0879.and adjusted by the National Geodetic Survey in February 1996..
 BP0879
 BP0879.The orthometric height was scaled from a topographic map.
 BP0879
 BP0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0879
 BP0879.The geoid height was determined by GEOID03.
 BP0879
 BP0879;                    North         East     Units Scale Factor Converg.
 BP0879;SPC TX C     - 3,147,836.013   455,187.378   MT  0.99988185   -1 19 12.8
 BP0879;SPC TX C     -10,327,525.32  1,493,393.92   sFT  0.99988185   -1 19 12.8
 BP0879;UTM  13      - 3,428,709.804   700,881.403   MT  1.00009779   +1 04 58.5
 BP0879
 BP0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0879!SPC TX C     -   0.99986155  x   0.99988185  =   0.99974341
 BP0879!UTM  13      -   0.99986155  x   1.00009779  =   0.99995932
 BP0879
 BP0879|---------------------------------------------------------------------|
 BP0879| PID    Reference Object                     Distance      Geod. Az  |
 BP0879|                                                           dddmmss.s |
 BP0879| CI0584 TABLE RM 1                           20.312 METERS 04744     |
 BP0879| CI0583 TABLE AZ MK                                        1204538.0 |
 BP0879| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX. 9.5 KM 1724521.7 |
 BP0879| BP0882 FORT STOCKTON MUNICIPAL TANK W      APPROX. 9.8 KM 1794857.5 |
 BP0879| CI0585 TABLE RM 2                           20.420 METERS 19746     |
 BP0879|---------------------------------------------------------------------|
 BP0879
 BP0879                          SUPERSEDED SURVEY CONTROL
 BP0879
 BP0879  NAD 83(1986)-  30 58 29.35976(N)    102 53 47.60467(W) AD(       ) 2
 BP0879  NAD 27      -  30 58 28.81300(N)    102 53 46.04300(W) AD(       ) 2
 BP0879
 BP0879.Superseded values are not recommended for survey control.
 BP0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0879.See file dsdata.txt to determine how the superseded data were derived.
 BP0879
 BP0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0088128710(NAD 83)
 BP0879_MARKER: DS = TRIANGULATION STATION DISK
 BP0879_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BP0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0879+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2003
 BP0879
 BP0879  HISTORY     - Date     Condition        Report By
 BP0879  HISTORY     - 1943     MONUMENTED       CGS
 BP0879  HISTORY     - 1970     GOOD             USGS
 BP0879  HISTORY     - 20031111 GOOD             INDIV
 BP0879
 BP0879                          STATION DESCRIPTION
 BP0879
 BP0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0879'STATION IS LOCATED ABOUT SIX MILES NORTH AND ONE MILE WEST OF
 BP0879'FT. STOCKTON, ON HIGHEST POINT OF A PROMINENT FLAT TOPPED BUTTE,
 BP0879'ABOUT 00.5 MILE WEST OF STATE HIGHWAY NUMBER 82.
 BP0879'
 BP0879'TO REACH FROM JUNCTION OF HIGHWAYS UNITED STATES NUMBER 290
 BP0879'AND STATE NUMBER 82, IN NORTHERN EDGE OF FT. STOCKTON, GO NORTH
 BP0879'ON STATE HIGHWAY NUMBER 82, 05.2 MILES TO END OF SURFACED
 BP0879'ROAD.  TURN LEFT ON HIGHWAY 00.5 MILE TO TRACK ROAD LEADING
 BP0879'LEFT TOWARD BUTTE, TAKE TRACK ROAD LEFT FOR ABOUT 00.5 MILE,
 BP0879'THENCE LEFT FORWARD TO HIGHEST POINT AND STATION AT SOUTH END
 BP0879'OF BUTTE.
 BP0879'
 BP0879'STATION IS A STANDARD DISK, SET IN A MASS OF CONCRETE,
 BP0879'ABOUT THREE INCHES BELOW SURFACE OF GROUND.  STAMPED TABLE 1943.
 BP0879'
 BP0879'REFERENCE MARK NO. 1 NORTHEAST OF THE STATION, IS A STANDARD
 BP0879'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BP0879'STAMPED TABLE NO 1 1943.
 BP0879'
 BP0879'REFERENCE MARK NO. 2 SOUTH SOUTHWEST OF THE STATION IS A
 BP0879'STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 BP0879'BEDROCK.  STAMPED--TABLE NO 2 1943.
 BP0879'
 BP0879'AZIMUTH IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BP0879'POST, PROJECTING ABOUT SIX INCHES ABOVE GROUND.  STAMPED--TABLE
 BP0879'1943.  AZIMUTH MARK IS LOCATED ABOUT 00.5 MILE EAST SOUTHEAST
 BP0879'OF STATION, 60 FEET SOUTHWEST OF STATE HIGHWAY NUMBER 82, 40
 BP0879'FEET WEST OF A TELEPHONE WITH LARGE GUY WIRE.
 BP0879
 BP0879                          STATION RECOVERY (1970)
 BP0879
 BP0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GRS)
 BP0879'TO REACH FROM THE JUNCTION OF U.S. HWY 290 AND STATE HWY 18
 BP0879'IN FORT STOCKTON, GO NORTH ON STATE HWY 18 FOR 06.2 MILES TO A
 BP0879'T-JUNCTION WITH A GRADED ROAD WEST.  TURN LEFT AND FOLLOW GRADED
 BP0879'ROAD WEST FOR 0.4 MILE TO A X-RDS.  TURN LEFT AND GO SOUTH
 BP0879'FOR 0.9 MILE TO A Y-JUNCTION.  TURN RIGHT AND FOLLOW TRACK
 BP0879'ROAD NORTHWEST FOR 0.6 MILE TO HIGHEST POINT AND STATION AT
 BP0879'SOUTH END OF BUTTE.
 BP0879
 BP0879                          STATION RECOVERY (2003)
 BP0879
 BP0879'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFN)
 BP0879'STATION IS ADEQUATE FOR GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0986 ***********************************************************************
 CD0986  DESIGNATION -  TABLE
 CD0986  PID         -  CD0986
 CD0986  STATE/COUNTY-  TX/CULBERSON
 CD0986  USGS QUAD   -  SIX BAR RANCH (1973)
 CD0986
 CD0986                         *CURRENT SURVEY CONTROL
 CD0986  ___________________________________________________________________
 CD0986* NAD 83(1993)-  31 41 06.53648(N)    104 45 38.23240(W)     ADJUSTED  
 CD0986* NAVD 88     -      1698.8    (meters)    5573.     (feet)  VERTCON   
 CD0986  ___________________________________________________________________
 CD0986  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CD0986  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CD0986
 CD0986  HORZ ORDER  -  THIRD
 CD0986
 CD0986.The horizontal coordinates were established by classical geodetic methods
 CD0986.and adjusted by the National Geodetic Survey in February 1996..
 CD0986
 CD0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0986
 CD0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0986
 CD0986.The geoid height was determined by GEOID03.
 CD0986
 CD0986;                    North         East     Units Scale Factor Converg.
 CD0986;SPC TX C     - 3,232,117.303   280,359.135   MT  0.99995277   -2 16 49.1
 CD0986;SPC TX C     -10,604,038.18    919,811.60   sFT  0.99995277   -2 16 49.1
 CD0986;UTM  13      - 3,505,562.597   522,687.663   MT  0.99960635   +0 07 32.6
 CD0986
 CD0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0986!SPC TX C     -   0.99973695  x   0.99995277  =   0.99968973
 CD0986!UTM  13      -   0.99973695  x   0.99960635  =   0.99934341
 CD0986
 CD0986:                Primary Azimuth Mark                     Grid Az
 CD0986:SPC TX C     -  DELAWARE                                 355 50 00.9
 CD0986:UTM  13      -  DELAWARE                                 353 25 39.2
 CD0986
 CD0986|---------------------------------------------------------------------|
 CD0986| PID    Reference Object                     Distance      Geod. Az  |
 CD0986|                                                           dddmmss.s |
 CD0986| CD0985 DELAWARE                            APPROX. 6.5 KM 3533311.8 |
 CD0986|---------------------------------------------------------------------|
 CD0986
 CD0986                          SUPERSEDED SURVEY CONTROL
 CD0986
 CD0986  NAD 83(1993)-  31 41 06.53749(N)    104 45 38.23090(W) AD(       ) 3
 CD0986  NAD 83(1986)-  31 41 06.53753(N)    104 45 38.23090(W) AD(       ) 3
 CD0986  NAD 27      -  31 41 06.10020(N)    104 45 36.43181(W) AD(       ) 3
 CD0986  NGVD 29 (07/19/86) 1698.2    (m)         5572.     (f) VERT ANG       
 CD0986
 CD0986.Superseded values are not recommended for survey control.
 CD0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0986.See file dsdata.txt to determine how the superseded data were derived.
 CD0986
 CD0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER2268805563(NAD 83)
 CD0986
 CD0986  HISTORY     - Date     Condition        Report By
 CD0986  HISTORY     - UNK      MONUMENTED
 CD0986  HISTORY     - 1973     GOOD             USGS
 CD0986
 CD0986                          STATION DESCRIPTION
 CD0986
 CD0986'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JRP)
 CD0986'STATION IS ON FLAT SANDSTONE CAPPED PEAK APPROXIMATELY 1 MI. N. OF
 CD0986'JONES RANCH, S. PROPERTY LINE, 6 MI. /AIRLINE/ SE.-E. OF 6 BAR RANCH
 CD0986'HOUSE, 16 MI. /AIRLINE/ S. OF PINE SPRING CAMP.
 CD0986'
 CD0986'TO REACH FROM PINE SPRING CAMP ON U.S. HIGHWAY 62, GO S. ON HIGHWAY
 CD0986'62, 3 MI. TO CATTLEGUARD AND INTERSECTION OF PASOTEX PIPE LINE RD.,
 CD0986'FOLLOW PIPE LINE RD. E. APPROXIMATELY 7 MI. TO WHERE DELAWARE RANCH
 CD0986'S. WALLS RD. CROSSES, TAKE RANCH RD. ACROSS DELAWARE RIVER /DRY/ AND
 CD0986'CONTINUE S. 4 MI. TO RD. FORK NEAR SMALL STONE HOUSE.  TAKE RIGHT
 CD0986'FORK SW. FOR APPROXIMATELY 4 MI. TO RD. FORKS IN SADDLE.  TAKE RIGHT
 CD0986'FORK NW. 2 MI. TO HEAD OF ROCK CANYON DRAINAGE AND RD. FORK.  FOLLOW
 CD0986'LEFT FORK S. FOR APPROXIMATELY 5 MI. AND END OF RD., FROM HERE
 CD0986'STATION IS 1.5 MI. SW.
 CD0986'
 CD0986'STATION MARK--BLOCK OF CEMENT RUN INTO HOLE IN SANDSTONE ROCK WITH
 CD0986'CROSS IN CENTER.  LINCOLN PENNY COUNTERSUNK IN CENTER OF CROSS OVER
 CD0986'WHICH IS A ROCK CAIRN 5 FT. HIGH.
 CD0986'
 CD0986'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1015 ***********************************************************************
 DO1015  DESIGNATION -  TABLE
 DO1015  PID         -  DO1015
 DO1015  STATE/COUNTY-  TX/ARCHER
 DO1015  USGS QUAD   -  DUNDEE SE (1981)
 DO1015
 DO1015                         *CURRENT SURVEY CONTROL
 DO1015  ___________________________________________________________________
 DO1015* NAD 83(1993)-  33 30 58.03516(N)    098 46 25.81147(W)     ADJUSTED  
 DO1015* NAVD 88     -       349.4    (meters)    1146.     (feet)  VERTCON   
 DO1015  ___________________________________________________________________
 DO1015  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DO1015  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DO1015
 DO1015  HORZ ORDER  -  THIRD
 DO1015
 DO1015.The horizontal coordinates were established by classical geodetic methods
 DO1015.and adjusted by the National Geodetic Survey in February 1996..
 DO1015
 DO1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO1015
 DO1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1015
 DO1015.The geoid height was determined by GEOID03.
 DO1015
 DO1015;                    North         East     Units Scale Factor Converg.
 DO1015;SPC TXNC     - 2,205,121.808   574,561.568   MT  0.99990539   -0 08 57.7
 DO1015;SPC TXNC     - 7,234,637.13  1,885,040.74   sFT  0.99990539   -0 08 57.7
 DO1015;UTM  14      - 3,708,529.418   521,003.406   MT  0.99960544   +0 07 29.6
 DO1015
 DO1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1015!SPC TXNC     -   0.99994959  x   0.99990539  =   0.99985499
 DO1015!UTM  14      -   0.99994959  x   0.99960544  =   0.99955505
 DO1015
 DO1015                          SUPERSEDED SURVEY CONTROL
 DO1015
 DO1015  NAD 83(1993)-  33 30 58.03571(N)    098 46 25.81142(W) AD(       ) 3
 DO1015  NAD 83(1986)-  33 30 58.04032(N)    098 46 25.80035(W) AD(       ) 3
 DO1015  NGVD 29 (04/15/93)  349.3    (m)         1146.     (f) VERT ANG       
 DO1015
 DO1015.Superseded values are not recommended for survey control.
 DO1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1015.See file dsdata.txt to determine how the superseded data were derived.
 DO1015
 DO1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2100308529(NAD 83)
 DO1015_MARKER: DD = SURVEY DISK
 DO1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1015+STABILITY: SURFACE MOTION
 DO1015
 DO1015  HISTORY     - Date     Condition        Report By
 DO1015  HISTORY     - 1963     MONUMENTED       USGS
 DO1015
 DO1015                          STATION DESCRIPTION
 DO1015
 DO1015'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO1015'LOCATED 10 MI. N. OF OLNEY, TEXAS, FROM OLNEY, INTERSECTION OF MAIN
 DO1015'STREET AND GRAND AVE., 1.6 MI. W. ON STATE HIGHWAY 199 TO JUNCTION,
 DO1015'THENCE N. 10.1 MI. ON FARM ROAD 2178 TO STATION, 0.1 MI. S. OF
 DO1015'INTERSECTION OF CENTERLINE RD. AND FENCE AND FIELD LINE SW., 50 FT.
 DO1015'E. OF CENTERLINE RD., 2 FT. W. OF FENCE.
 DO1015'
 DO1015'STATION MARK--STANDARD TABLET STAMPED---TABLE-ET 1963---, SET IN
 DO1015'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0962 ***********************************************************************
 BM0962  DESIGNATION -  TABOR
 BM0962  PID         -  BM0962
 BM0962  STATE/COUNTY-  TX/BRAZOS
 BM0962  USGS QUAD   -  DUNN CREEK (1980)
 BM0962
 BM0962                         *CURRENT SURVEY CONTROL
 BM0962  ___________________________________________________________________
 BM0962* NAD 83(1993)-  30 48 41.13147(N)    096 24 13.04106(W)     ADJUSTED  
 BM0962* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 BM0962  ___________________________________________________________________
 BM0962  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BM0962  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BM0962
 BM0962  HORZ ORDER  -  SECOND
 BM0962
 BM0962.The horizontal coordinates were established by classical geodetic methods
 BM0962.and adjusted by the National Geodetic Survey in February 1996..
 BM0962
 BM0962.The orthometric height was scaled from a topographic map.
 BM0962
 BM0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0962
 BM0962.The geoid height was determined by GEOID03.
 BM0962
 BM0962;                    North         East     Units Scale Factor Converg.
 BM0962;SPC TX C     - 3,133,542.742 1,075,920.023   MT  0.99988721   +2 01 26.5
 BM0962;SPC TX C     -10,280,631.48  3,529,914.28   sFT  0.99988721   +2 01 26.5
 BM0962;UTM  14      - 3,411,587.417   748,393.049   MT  1.00036117   +1 19 50.1
 BM0962
 BM0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0962!SPC TX C     -   0.99998324  x   0.99988721  =   0.99987045
 BM0962!UTM  14      -   0.99998324  x   1.00036117  =   1.00034441
 BM0962
 BM0962:                Primary Azimuth Mark                     Grid Az
 BM0962:SPC TX C     -  KURTEN LUTHERAN CHURCH SPIRE             096 08 36.0
 BM0962:UTM  14      -  KURTEN LUTHERAN CHURCH SPIRE             096 50 12.4
 BM0962
 BM0962|---------------------------------------------------------------------|
 BM0962| PID    Reference Object                     Distance      Geod. Az  |
 BM0962|                                                           dddmmss.s |
 BM0962| BM0961 KURTEN LUTHERAN CHURCH SPIRE        APPROX.12.1 KM 0981002.5 |
 BM0962| BM0959 KURTEN ZION EVAN CHURCH SPIRE       APPROX.13.5 KM 1011156.8 |
 BM0962| CV8467 TABOR RM 2                           35.201 METERS 10850     |
 BM0962| BM0956 HOUSTON WACO AIRWAY BEACON 13       APPROX. 8.6 KM 1684940.1 |
 BM0962| BM0950 BRYAN MUNICIPAL TANK                APPROX.15.9 KM 1690916.4 |
 BM0962| BM1047 HOUSTON WACO AIRWAY BEACON 15       APPROX.14.6 KM 3045238.9 |
 BM0962| CV8465 TABOR AZ MK                                        3154731.9 |
 BM0962| CV8466 TABOR RM 1                           34.802 METERS 34200     |
 BM0962|---------------------------------------------------------------------|
 BM0962
 BM0962                          SUPERSEDED SURVEY CONTROL
 BM0962
 BM0962  NAD 83(1986)-  30 48 41.14475(N)    096 24 13.02154(W) AD(       ) 2
 BM0962  NAD 27      -  30 48 40.45100(N)    096 24 12.15100(W) AD(       ) 2
 BM0962
 BM0962.Superseded values are not recommended for survey control.
 BM0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0962.See file dsdata.txt to determine how the superseded data were derived.
 BM0962
 BM0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV4839311587(NAD 83)
 BM0962_MARKER: DS = TRIANGULATION STATION DISK
 BM0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0962
 BM0962  HISTORY     - Date     Condition        Report By
 BM0962  HISTORY     - 1943     MONUMENTED       CGS
 BM0962
 BM0962                          STATION DESCRIPTION
 BM0962
 BM0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0962'ABOUT 9.5 MILES NNE OF BRYAN AND 12 MILES SE OF HEARNE ON
 BM0962'A HIGH SPARSELY-TIMBERED RIDGE ON THE PROPERTY OWNED BY
 BM0962'MR. OSCAR WILCOX AND RENTED BY JOHNNY LEWIS.  THE STATION
 BM0962'IS 35 FEET SW OF THE CENTER LINE OF THE ROAD, 25 FEET SE OF A
 BM0962'14-INCH OAK TREE AT WIRE GATE.  THE MARK IS STAMPED TABOR 1943
 BM0962'AND PROJECTS 4 INCHES.
 BM0962'
 BM0962'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0962'DISKS SET IN CONCRETE.
 BM0962'
 BM0962'REFERENCE MARK NO. 1 IS NW OF THE STATION, 1 FOOT SW OF
 BM0962'FENCE, AND 15 FEET NW OF THE CENTER LINE OF THE ROAD.  THE MARK
 BM0962'PROJECTS 6 INCHES.
 BM0962'
 BM0962'REFERENCE MARK NO. 2 IS SE OF THE STATION, 1 FOOT SW OF
 BM0962'FENCE, AND 15 FEET NW OF CENTER LINE OF ROAD.  THE MARK
 BM0962'PROJECTS 6 INCHES.
 BM0962'
 BM0962'THE AZIMUTH MARK IS 0.3 MILE NW OF THE STATION ON THE NE
 BM0962'SIDE OF THE ROAD LEADING TO THE STATION.  THE MARK IS 15 FEET
 BM0962'NE OF THE CENTER LINE OF THE ROAD, 1 FOOT SW OF FENCE LINE,
 BM0962'AND 50 FEET NW OF SMALL WOOD BRIDGE.  THE MARK PROJECTS 7 INCHES.
 BM0962'
 BM0962'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 BM0962'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BM0962'
 BM0962'REACHED FROM THE COURTHOUSE IN BRYAN BY GOING NW ON TEXAS
 BM0962'HIGHWAY 6 FOR 7.55 MILES TO THE JUNCTION WITH OSR (THIS
 BM0962'JUNCTION IS 13.0 MILES SE OF HEARNE).  TURN RIGHT ON OSR AND
 BM0962'GO NE FOR 5.7 MILES TO A DIRT SIDE ROAD RIGHT AND 3 MAIL
 BM0962'BOXES ON THE LEFT.  TURN RIGHT (SE) ON THE DIRT ROAD AND GO
 BM0962'0.8 MILE TO THE TOP OF THE HILL AND A FARM ROAD TO THE RIGHT
 BM0962'(ENTRANCE TO FARMHOUSES) AND STATION SITE.
 BM0962'
 BM0962'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1016 ***********************************************************************
 DO1016  DESIGNATION -  TACKETT
 DO1016  PID         -  DO1016
 DO1016  STATE/COUNTY-  TX/YOUNG
 DO1016  USGS QUAD   -  TACKETT MOUNTAIN (1966)
 DO1016
 DO1016                         *CURRENT SURVEY CONTROL
 DO1016  ___________________________________________________________________
 DO1016* NAD 83(1993)-  33 00 31.22338(N)    098 46 23.31255(W)     ADJUSTED  
 DO1016* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 DO1016  ___________________________________________________________________
 DO1016  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DO1016  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DO1016
 DO1016  HORZ ORDER  -  THIRD
 DO1016
 DO1016.The horizontal coordinates were established by classical geodetic methods
 DO1016.and adjusted by the National Geodetic Survey in February 1996..
 DO1016
 DO1016.The orthometric height was scaled from a topographic map.
 DO1016
 DO1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1016
 DO1016.The geoid height was determined by GEOID03.
 DO1016
 DO1016;                    North         East     Units Scale Factor Converg.
 DO1016;SPC TXNC     - 2,148,847.847   574,479.737   MT  0.99987290   -0 08 56.3
 DO1016;SPC TXNC     - 7,050,011.64  1,884,772.27   sFT  0.99987290   -0 08 56.3
 DO1016;UTM  14      - 3,652,271.305   521,190.043   MT  0.99960554   +0 07 24.9
 DO1016
 DO1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1016!SPC TXNC     -   0.99994240  x   0.99987290  =   0.99981531
 DO1016!UTM  14      -   0.99994240  x   0.99960554  =   0.99954797
 DO1016
 DO1016                          SUPERSEDED SURVEY CONTROL
 DO1016
 DO1016  NAD 83(1993)-  33 00 31.22372(N)    098 46 23.30957(W) AD(       ) 3
 DO1016  NAD 83(1986)-  33 00 31.22685(N)    098 46 23.30031(W) AD(       ) 3
 DO1016
 DO1016.Superseded values are not recommended for survey control.
 DO1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1016.See file dsdata.txt to determine how the superseded data were derived.
 DO1016
 DO1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2119052271(NAD 83)
 DO1016_MARKER: DD = SURVEY DISK
 DO1016_SETTING: 66 = SET IN ROCK OUTCROP
 DO1016_SP_SET: SET IN BEDROCK
 DO1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO1016+STABILITY: POSITION/ELEVATION WELL
 DO1016
 DO1016  HISTORY     - Date     Condition        Report By
 DO1016  HISTORY     - 1923     MONUMENTED       USGS
 DO1016  HISTORY     - 1966     GOOD             USGS
 DO1016
 DO1016                          STATION DESCRIPTION
 DO1016
 DO1016'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO1016'AN INTERSECTED STATION LOCATED ABOUT 4 MI. NW. OF ELIASVILLE AND 15
 DO1016'MI. SW. OF GRAHAM.  STATION IS NEAR N. END OF A SMALL HUMP RISING AT
 DO1016'THE S. END OF TACKETT MOUNTAIN.
 DO1016'
 DO1016'RECOVERED BY USGS IN 1966.
 DO1016'
 DO1016'STATION MARK--STANDARD BRONZE TABLET SET IN VERY HARD SAND ROCK ABOUT
 DO1016'LEVEL WITH SURFACE OF GROUND.  TABLET UNSTAMPED WITH ---TACKETT
 DO1016'2-6-24--- PRINTED IN CEMENT AROUND TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0882 ***********************************************************************
 DO0882  DESIGNATION -  TACKITT ET
 DO0882  PID         -  DO0882
 DO0882  STATE/COUNTY-  TX/KNOX
 DO0882  USGS QUAD   -  MUNDAY WEST (1968)
 DO0882
 DO0882                         *CURRENT SURVEY CONTROL
 DO0882  ___________________________________________________________________
 DO0882* NAD 83(1993)-  33 26 25.15333(N)    099 42 18.42935(W)     ADJUSTED  
 DO0882* NAVD 88     -       465.7    (meters)    1528.     (feet)  VERTCON   
 DO0882  ___________________________________________________________________
 DO0882  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DO0882  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0882
 DO0882  HORZ ORDER  -  SECOND
 DO0882
 DO0882.The horizontal coordinates were established by classical geodetic methods
 DO0882.and adjusted by the National Geodetic Survey in February 1996..
 DO0882
 DO0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0882
 DO0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0882
 DO0882.The geoid height was determined by GEOID03.
 DO0882
 DO0882;                    North         East     Units Scale Factor Converg.
 DO0882;SPC TXNC     - 2,197,324.898   487,954.631   MT  0.99989556   -0 39 26.2
 DO0882;SPC TXNC     - 7,209,056.77  1,600,897.82   sFT  0.99989556   -0 39 26.2
 DO0882;UTM  14      - 3,700,324.879   434,459.170   MT  0.99965296   -0 23 18.9
 DO0882
 DO0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0882!SPC TXNC     -   0.99993135  x   0.99989556  =   0.99982692
 DO0882!UTM  14      -   0.99993135  x   0.99965296  =   0.99958433
 DO0882
 DO0882|---------------------------------------------------------------------|
 DO0882| PID    Reference Object                     Distance      Geod. Az  |
 DO0882|                                                           dddmmss.s |
 DO0882| CX8771 TACKITT ET RM 2                      42.048 METERS 03421     |
 DO0882| DO0873 MUNDAY GTE MICROWAVE                APPROX. 9.3 KM 0831645.7 |
 DO0882| DO0870 MUNDAY TOWER                        APPROX. 7.8 KM 0834015.1 |
 DO0882| DO0881 MUNDAY CABLE TV MAST                APPROX. 6.7 KM 0891218.7 |
 DO0882| DO0874 BOWDEN ET                           APPROX. 8.8 KM 0915343.0 |
 DO0882| CX8770 TACKITT ET RM 1                      31.240 METERS 22534     |
 DO0882| DO0900 KNOX CITY CABLE TV MAST             APPROX. 9.6 KM 2532926.0 |
 DO0882| DO0902 KNOX CITY MUN TANK                  APPROX.11.0 KM 2563403.5 |
 DO0882|---------------------------------------------------------------------|
 DO0882
 DO0882                          SUPERSEDED SURVEY CONTROL
 DO0882
 DO0882  NAD 83(1993)-  33 26 25.15527(N)    099 42 18.42972(W) AD(       ) 2
 DO0882  NAD 83(1986)-  33 26 25.16016(N)    099 42 18.42110(W) AD(       ) 2
 DO0882  NAD 27      -  33 26 24.81578(N)    099 42 17.10341(W) AD(       ) 2
 DO0882  NGVD 29 (07/19/86)  465.6    (m)         1528.     (f) VERT ANG       
 DO0882
 DO0882.Superseded values are not recommended for survey control.
 DO0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0882.See file dsdata.txt to determine how the superseded data were derived.
 DO0882
 DO0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3445900325(NAD 83)
 DO0882_MARKER: DD = SURVEY DISK
 DO0882_SETTING: 0 = UNSPECIFIED SETTING
 DO0882
 DO0882  HISTORY     - Date     Condition        Report By
 DO0882  HISTORY     - 1966     MONUMENTED       USGS
 DO0882
 DO0882                          STATION DESCRIPTION
 DO0882
 DO0882'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (CFL)
 DO0882'LOCATED SOUTH 82 DEG WEST ABOUT 5 MILES (AIRLINE) FROM MUNDAY,
 DO0882'TEXAS.  NORTH 76 DEG EAST ABOUT 7 MILES (AIRLINE) FROM KNOX CITY,
 DO0882'TEXAS.  THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE
 DO0882'HIGHWAY 222, 33.4 FEET NW OF THE CENTER OF HIGHWAY, 4.2 FEET
 DO0882'SSW OF A TREE, 4.3 FEET NE OF A USGS WITNESS SIGN ON A METAL
 DO0882'POST.  THE STATION SITE CAN BE LOCATED FROM THE WICHITA FALLS
 DO0882'(NI 14-8) 1--250,000 SERIES MAP.
 DO0882'
 DO0882'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1966 AND 1967.
 DO0882'
 DO0882'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0882'ROD DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN A 6-INCH TILE, 12
 DO0882'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DO0882'GROUND AND IS STAMPED TACKITT ET 1966.
 DO0882'
 DO0882'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0882'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0882'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0882'GRAVEL.  AT THE NE SIDE OF A TREE.  RM NO. 1 IS LOCATED 102.48
 DO0882'FEET (31.240 METERS) SW OF THE STATION MARK AND IS STAMPED
 DO0882'TACKITT NO. 1 1966.
 DO0882'
 DO0882'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0882'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0882'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0882'GRAVEL.  AT THE SW SIDE OF A POWER POLE.  RM NO. 2 IS LOCATED
 DO0882'137.945 FEET (42.048 METERS), NE OF THE STATION MARK AND IS
 DO0882'STAMPED TACKITT NO. 2 1966.
 DO0882'
 DO0882'BOWDEN ET 1966 IS VISIBLE FROM THE GROUND AT THIS STATION AND
 DO0882'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1382 ***********************************************************************
 AH1382  DESIGNATION -  TAFT CENTRAL PWR AND LT CO TK
 AH1382  PID         -  AH1382
 AH1382  STATE/COUNTY-  TX/SAN PATRICIO
 AH1382  USGS QUAD   -  TAFT (1975)
 AH1382
 AH1382                         *CURRENT SURVEY CONTROL
 AH1382  ___________________________________________________________________
 AH1382* NAD 83(1993)-  27 59 00.13345(N)    097 23 54.23971(W)     ADJUSTED  
 AH1382* NAVD 88     -                                                        
 AH1382  ___________________________________________________________________
 AH1382  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AH1382  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AH1382
 AH1382  HORZ ORDER  -  THIRD
 AH1382
 AH1382.The horizontal coordinates were established by classical geodetic methods
 AH1382.and adjusted by the National Geodetic Survey in February 1996..
 AH1382
 AH1382
 AH1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1382
 AH1382.The geoid height was determined by GEOID03.
 AH1382
 AH1382;                    North         East     Units Scale Factor Converg.
 AH1382;SPC TX S     - 5,257,157.346   408,375.184   MT  1.00004142   +0 30 00.5
 AH1382;SPC TX S     -17,247,857.06  1,339,810.92   sFT  1.00004142   +0 30 00.5
 AH1382;SPC TXSC     - 4,017,708.637   757,577.498   MT  1.00013880   +0 47 04.7
 AH1382;SPC TXSC     -13,181,432.42  2,485,485.51   sFT  1.00013880   +0 47 04.7
 AH1382;UTM  14      - 3,096,393.351   657,509.093   MT  0.99990621   +0 45 05.9
 AH1382
 AH1382                          SUPERSEDED SURVEY CONTROL
 AH1382
 AH1382  NAD 83(1986)-  27 59 00.14163(N)    097 23 54.21746(W) AD(       ) 4
 AH1382  NAD 27      -  27 58 59.07800(N)    097 23 53.23300(W) AD(       ) 3
 AH1382
 AH1382.Superseded values are not recommended for survey control.
 AH1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1382.See file dsdata.txt to determine how the superseded data were derived.
 AH1382
 AH1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5750996393(NAD 83)
 AH1382_MARKER: 53 = ELEVATED TANK
 AH1382
 AH1382  HISTORY     - Date     Condition        Report By
 AH1382  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1382  HISTORY     - 1949     GOOD             CGS
 AH1382  HISTORY     - 1953     GOOD             CGS
 AH1382  HISTORY     - 19910704 MARK NOT FOUND   USPSQD
 AH1382  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH1382
 AH1382                          STATION DESCRIPTION
 AH1382
 AH1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1382'STATION IS LOCATED IN THE TOWN OF TAFT.  THE STATION IS THE
 AH1382'FINAL OF THE ALUMINUM-COLORED ELEVATED WATER TANK OWNED BY
 AH1382'THE CENTRAL POWER AND LIGHT CO.  THERE ARE NO MARKS.
 AH1382
 AH1382                          STATION RECOVERY (1949)
 AH1382
 AH1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1382'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 AH1382
 AH1382                          STATION RECOVERY (1953)
 AH1382
 AH1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1382'THE STATION IS A METAL TANK MOUNTED ATOP A FOUR LEGGED TOWER
 AH1382'AND LOCATED AT THE NORTHWEST EDGE OF THE TOWN OF TAFT JUST
 AH1382'NORTHWEST OF THE TAFT COTTON OIL COMPANY BUILDINGS.
 AH1382'
 AH1382'THE TOP OF THE STRUCTURE IS APPROXIMATELY 120 FEET HIGH.
 AH1382'PROBABLY THE SAME AS TAFT, CENTRAL POWER AND LIGHT CO., TANK,
 AH1382'1934.
 AH1382
 AH1382                          STATION RECOVERY (1991)
 AH1382
 AH1382'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AH1382'MARK NOT FOUND.
 AH1382
 AH1382                          STATION RECOVERY (1995)
 AH1382
 AH1382'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0643 ***********************************************************************
 DP0643  DESIGNATION -  TAHOKA MUNICIPAL TANK
 DP0643  PID         -  DP0643
 DP0643  STATE/COUNTY-  TX/LYNN
 DP0643  USGS QUAD   -  TAHOKA (1981)
 DP0643
 DP0643                         *CURRENT SURVEY CONTROL
 DP0643  ___________________________________________________________________
 DP0643* NAD 83(1993)-  33 10 17.20327(N)    101 47 40.72276(W)     ADJUSTED  
 DP0643* NAVD 88     -                                                        
 DP0643  ___________________________________________________________________
 DP0643  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DP0643  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 DP0643
 DP0643  HORZ ORDER  -  THIRD
 DP0643
 DP0643.The horizontal coordinates were established by classical geodetic methods
 DP0643.and adjusted by the National Geodetic Survey in February 1996..
 DP0643
 DP0643
 DP0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0643
 DP0643.The geoid height was determined by GEOID03.
 DP0643
 DP0643;                    North         East     Units Scale Factor Converg.
 DP0643;SPC TXNC     - 2,171,682.472   292,790.515   MT  0.99987480   -1 47 48.8
 DP0643;SPC TXNC     - 7,124,928.24    960,596.88   sFT  0.99987480   -1 47 48.8
 DP0643;UTM  14      - 3,673,772.701   239,400.185   MT  1.00043741   -1 31 47.8
 DP0643
 DP0643                          SUPERSEDED SURVEY CONTROL
 DP0643
 DP0643  NAD 83(1986)-  33 10 17.21141(N)    101 47 40.71295(W) AD(       ) 4
 DP0643  NAD 27      -  33 10 16.87800(N)    101 47 39.15800(W) AD(       ) 3
 DP0643
 DP0643.Superseded values are not recommended for survey control.
 DP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0643.See file dsdata.txt to determine how the superseded data were derived.
 DP0643
 DP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3940073773(NAD 83)
 DP0643_MARKER: 51 = TANK
 DP0643
 DP0643  HISTORY     - Date     Condition        Report By
 DP0643  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0643  HISTORY     - 1966     GOOD             CGS
 DP0643
 DP0643                          STATION DESCRIPTION
 DP0643
 DP0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DEA)
 DP0643'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0754 ***********************************************************************
 AJ0754  DESIGNATION -  TAJONE RM
 AJ0754  PID         -  AJ0754
 AJ0754  STATE/COUNTY-  TX/WEBB
 AJ0754  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0754
 AJ0754                         *CURRENT SURVEY CONTROL
 AJ0754  ___________________________________________________________________
 AJ0754* NAD 83(1986)-  27 49 19.     (N)    099 29 38.     (W)     SCALED    
 AJ0754* NAVD 88     -       237.755  (meters)     780.03   (feet)  POSTED    
 AJ0754  ___________________________________________________________________
 AJ0754  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AJ0754  DYNAMIC HT  -         237.380 (meters)     778.80  (feet)  COMP
 AJ0754  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 AJ0754
 AJ0754  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ0754
 AJ0754.The horizontal coordinates were scaled from a topographic map and have
 AJ0754.an estimated accuracy of +/- 6 seconds.
 AJ0754
 AJ0754.The orthometric height was determined by differential leveling
 AJ0754.and adjusted by the National Geodetic Survey in 1992..
 AJ0754.No vertical observational check was made to the station.
 AJ0754.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ0754.was located on a no-check spur therefore a value was not computed.
 AJ0754
 AJ0754.The geoid height was determined by GEOID03.
 AJ0754
 AJ0754.The dynamic height is computed by dividing the NAVD 88
 AJ0754.geopotential number by the normal gravity value computed on the
 AJ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0754.degrees latitude (g = 980.6199 gals.).
 AJ0754
 AJ0754.The modeled gravity was interpolated from observed gravity values.
 AJ0754
 AJ0754;                    North         East    Units  Estimated Accuracy
 AJ0754;SPC TX S     - 5,239,180.      202,080.      MT  (+/- 180 meters Scaled)
 AJ0754
 AJ0754                          SUPERSEDED SURVEY CONTROL
 AJ0754
 AJ0754.No superseded survey control is available for this station.
 AJ0754
 AJ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR513775(NAD 83)
 AJ0754_MARKER: DR = REFERENCE MARK DISK
 AJ0754_SETTING: 0 = UNSPECIFIED SETTING
 AJ0754_STAMPING: TAJONE 1917 ELEV 779.923 FT
 AJ0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0754
 AJ0754  HISTORY     - Date     Condition        Report By
 AJ0754  HISTORY     - 1917     MONUMENTED       CGS
 AJ0754  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0754
 AJ0754                          STATION DESCRIPTION
 AJ0754
 AJ0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0754'5.1 MI NW FROM WEBB.
 AJ0754'FROM INTERSECTION OF STATE HIGHWAYS 2 AND 4, 2-1/2 MILES SW FROM WEBB
 AJ0754'STATION, GO NW ALONG STATE HIGHWAY 4 FOR 3.4 MILES TO TRANSMISSION
 AJ0754'LINE CROSSING HIGHWAY.  TURN ALONG ROAD TO LEFT, BY CONCRETE TANK,
 AJ0754'TOWARD SW FOR ABOUT 1 MILE, THENCE NW FOR 1.6 MILES TO ROAD LEADING W
 AJ0754'TO RANCH HOUSE.  41.14 FEET NE OF TRIANGULATION STATION TAJONE. NOTE--
 AJ0754'IT MAY BE COVERED WITH DRIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1665 ***********************************************************************
 AB1665  DESIGNATION -  TAJOS
 AB1665  PID         -  AB1665
 AB1665  STATE/COUNTY-  TX/KENEDY
 AB1665  USGS QUAD   -  MARIA ESTELLA WELL (1975)
 AB1665
 AB1665                         *CURRENT SURVEY CONTROL
 AB1665  ___________________________________________________________________
 AB1665* NAD 83(1993)-  26 54 18.18085(N)    097 37 28.01720(W)     ADJUSTED  
 AB1665* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AB1665  ___________________________________________________________________
 AB1665  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 AB1665  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AB1665
 AB1665  HORZ ORDER  -  SECOND
 AB1665
 AB1665.The horizontal coordinates were established by classical geodetic methods
 AB1665.and adjusted by the National Geodetic Survey in February 1996..
 AB1665
 AB1665.The orthometric height was scaled from a topographic map.
 AB1665
 AB1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1665
 AB1665.The geoid height was determined by GEOID03.
 AB1665
 AB1665;                    North         East     Units Scale Factor Converg.
 AB1665;SPC TX S     - 5,137,503.998   386,965.839   MT  0.99989619   +0 23 51.0
 AB1665;SPC TX S     -16,855,294.37  1,269,570.42   sFT  0.99989619   +0 23 51.0
 AB1665;UTM  14      - 2,976,660.839   636,597.770   MT  0.99983035   +0 37 21.2
 AB1665
 AB1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1665!SPC TX S     -   1.00000287  x   0.99989619  =   0.99989906
 AB1665!UTM  14      -   1.00000287  x   0.99983035  =   0.99983322
 AB1665
 AB1665:                Primary Azimuth Mark                     Grid Az
 AB1665:SPC TX S     -  TAJOS AZ MK                              129 59 28.0
 AB1665:UTM  14      -  TAJOS AZ MK                              129 45 57.8
 AB1665
 AB1665|---------------------------------------------------------------------|
 AB1665| PID    Reference Object                     Distance      Geod. Az  |
 AB1665|                                                           dddmmss.s |
 AB1665| CV3490 TAJOS AZ MK                                        1302319.0 |
 AB1665| CV3491 TAJOS RM 1                           32.924 METERS 15959     |
 AB1665| CV3492 TAJOS RM 2                           26.472 METERS 24515     |
 AB1665|---------------------------------------------------------------------|
 AB1665
 AB1665                          SUPERSEDED SURVEY CONTROL
 AB1665
 AB1665  NAD 83(1986)-  26 54 18.19572(N)    097 37 27.98919(W) AD(       ) 2
 AB1665  NAD 27      -  26 54 16.99600(N)    097 37 27.02600(W) AD(       ) 2
 AB1665
 AB1665.Superseded values are not recommended for survey control.
 AB1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1665.See file dsdata.txt to determine how the superseded data were derived.
 AB1665
 AB1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3659876661(NAD 83)
 AB1665_MARKER: DS = TRIANGULATION STATION DISK
 AB1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1665
 AB1665  HISTORY     - Date     Condition        Report By
 AB1665  HISTORY     - 1949     MONUMENTED       CGS
 AB1665  HISTORY     - 1950     GOOD             CGS
 AB1665
 AB1665                          STATION DESCRIPTION
 AB1665
 AB1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1665'THE STATION IS LOCATED ABOUT 10.5 MILES EAST OF ARMSTRONG
 AB1665'AND ABOUT 12.0 MILES NORTHEAST OF NORIAS ON THE HIGHEST POINT
 AB1665'OF A GRASS COVERED SAND KNOLL ON THE PROPERTY OF THE KENEDY
 AB1665'RANCH.  IT IS STAMPED TAJOS 1949 AND SET FLUSH WITH THE
 AB1665'SURFACE OF THE GROUND.
 AB1665'
 AB1665'REFERENCE MARK NO 1 IS 5.0 FEET LOWER THAN THE STATION.  IT
 AB1665'IS STAMPED TAJOS NO 1 1949 AND IS SET FLUSH WITH THE SURFACE
 AB1665'OF THE GROUND.
 AB1665'
 AB1665'REFERENCE MARK NO 2 IS 4.0 FEET LOWER THAN THE STATION.  IT
 AB1665'IS STAMPED TAJOS NO 2 1949 AND IS SET FLUSH WITH THE SURFACE
 AB1665'OF THE GROUND.
 AB1665'
 AB1665'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 AB1665'NO 2 IS 132.86 FEET.
 AB1665'
 AB1665'THE AZIMUTH MARK IS IN THE EAST EDGE OF A PASTURE, 1.0 FOOT
 AB1665'NORTH OF THE NORTH END OF A METAL GATE AND 1.0 FOOT WEST OF
 AB1665'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED TAJOS 1949 AND
 AB1665'SET FLUSH WITH THE SURFACE OF THE GROUND.
 AB1665'
 AB1665'TO REACH THE STATION FROM TURCOTTE, FROM LOCKED GATE ON
 AB1665'THE EAST SIDE OF U.S. HIGHWAY 77 (KEY TO GATE CAN BE OBTAINED
 AB1665'FROM RANCH OFFICIALS AT SARITA), PASS THROUGH GATE AND FOLLOW
 AB1665'GRADED ROAD EAST-SOUTHEAST FOR 8.05 MILES TO A METAL GATE,
 AB1665'PASS THROUGH GATE AND CONTINUE ON GRADED ROAD FOR 2.15 MILES TO
 AB1665'A FORK AND TRIANGLE BLAZED TREE ON RIGHT, TAKE RIGHT FORK
 AB1665'AND GO 0.85 MILE ON TRACK ROAD TO A FORK, TAKE RIGHT FORK AND
 AB1665'GO 1.5 MILES ALONG OLD TELEPHONE LINE TO A FORK, TAKE LEFT FORK
 AB1665'FOR 1.0 MILE TO A GATE ON LEFT, TURN RIGHT ON DIM TRACK
 AB1665'ROAD AND GO 0.65 MILE TO TRIANGLE BLAZED TREE ON RIGHT, TURN
 AB1665'LEFT OFF ROAD AND GO EAST FOR 0.05 MILE TO HIGHEST
 AB1665'POINT OF KNOLL AND STATION AS DESCRIBED.
 AB1665'
 AB1665'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AB1665
 AB1665                          STATION RECOVERY (1950)
 AB1665
 AB1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1665'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN
 AB1665'GOOD CONDITION.  THE 1949 DESCRIPTION BY R.L. ENGDAHL IS ADEQUATE
 AB1665'AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1309 ***********************************************************************
 AH1309  DESIGNATION -  TALACUACHE WINDMILL
 AH1309  PID         -  AH1309
 AH1309  STATE/COUNTY-  TX/KLEBERG
 AH1309  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH1309
 AH1309                         *CURRENT SURVEY CONTROL
 AH1309  ___________________________________________________________________
 AH1309* NAD 83(1993)-  27 30 09.93931(N)    097 28 47.39224(W)     ADJUSTED  
 AH1309* NAVD 88     -                                                        
 AH1309  ___________________________________________________________________
 AH1309  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AH1309  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AH1309
 AH1309  HORZ ORDER  -  THIRD
 AH1309
 AH1309.The horizontal coordinates were established by classical geodetic methods
 AH1309.and adjusted by the National Geodetic Survey in February 1996..
 AH1309
 AH1309
 AH1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1309
 AH1309.The geoid height was determined by GEOID03.
 AH1309
 AH1309;                    North         East     Units Scale Factor Converg.
 AH1309;SPC TX S     - 5,203,833.840   400,794.694   MT  0.99993298   +0 27 47.4
 AH1309;SPC TX S     -17,072,911.52  1,314,940.59   sFT  0.99993298   +0 27 47.4
 AH1309;UTM  14      - 3,043,042.657   650,157.476   MT  0.99987832   +0 42 07.7
 AH1309
 AH1309                          SUPERSEDED SURVEY CONTROL
 AH1309
 AH1309  NAD 83(1986)-  27 30 09.95228(N)    097 28 47.36823(W) AD(       ) 4
 AH1309  NAD 27      -  27 30 08.84000(N)    097 28 46.41300(W) AD(       ) 3
 AH1309
 AH1309.Superseded values are not recommended for survey control.
 AH1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1309.See file dsdata.txt to determine how the superseded data were derived.
 AH1309
 AH1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5015743043(NAD 83)
 AH1309_MARKER: 66 = WINDMILL
 AH1309
 AH1309  HISTORY     - Date     Condition        Report By
 AH1309  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1309
 AH1309                          STATION DESCRIPTION
 AH1309
 AH1309'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1025 ***********************************************************************
 CD1025  DESIGNATION -  TALC ET
 CD1025  PID         -  CD1025
 CD1025  STATE/COUNTY-  TX/HUDSPETH
 CD1025  USGS QUAD   -  GRAYTON LAKE (1963)
 CD1025
 CD1025                         *CURRENT SURVEY CONTROL
 CD1025  ___________________________________________________________________
 CD1025* NAD 83(1993)-  31 07 06.92306(N)    105 08 31.95238(W)     ADJUSTED  
 CD1025* NAVD 88     -      1534.1    (meters)    5033.     (feet)  VERTCON   
 CD1025  ___________________________________________________________________
 CD1025  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CD1025  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD1025
 CD1025  HORZ ORDER  -  THIRD
 CD1025
 CD1025.The horizontal coordinates were established by classical geodetic methods
 CD1025.and adjusted by the National Geodetic Survey in February 1996..
 CD1025
 CD1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1025
 CD1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1025
 CD1025.The geoid height was determined by GEOID03.
 CD1025
 CD1025;                    North         East     Units Scale Factor Converg.
 CD1025;SPC TX C     - 3,170,865.060   241,497.341   MT  0.99988383   -2 28 36.7
 CD1025;SPC TX C     -10,403,079.78    792,312.53   sFT  0.99988383   -2 28 36.7
 CD1025;UTM  13      - 3,442,753.473   486,440.691   MT  0.99960227   -0 04 24.6
 CD1025
 CD1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1025!SPC TX C     -   0.99976275  x   0.99988383  =   0.99964660
 CD1025!UTM  13      -   0.99976275  x   0.99960227  =   0.99936511
 CD1025
 CD1025:                Primary Azimuth Mark                     Grid Az
 CD1025:SPC TX C     -  KEENE ET                                 032 35 39.4
 CD1025:UTM  13      -  KEENE ET                                 030 11 27.3
 CD1025
 CD1025|---------------------------------------------------------------------|
 CD1025| PID    Reference Object                     Distance      Geod. Az  |
 CD1025|                                                           dddmmss.s |
 CD1025| CD1018 KEENE ET                            APPROX.11.7 KM 0300702.7 |
 CD1025|---------------------------------------------------------------------|
 CD1025
 CD1025                          SUPERSEDED SURVEY CONTROL
 CD1025
 CD1025  NAD 83(1986)-  31 07 06.92343(N)    105 08 31.95728(W) AD(       ) 3
 CD1025  NAD 27      -  31 07 06.45132(N)    105 08 30.14447(W) AD(       ) 3
 CD1025  NGVD 29 (07/19/86) 1533.5    (m)         5031.     (f) VERT ANG       
 CD1025
 CD1025.Superseded values are not recommended for survey control.
 CD1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1025.See file dsdata.txt to determine how the superseded data were derived.
 CD1025
 CD1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ8644142753(NAD 83)
 CD1025_MARKER: DD = SURVEY DISK
 CD1025_SETTING: 66 = SET IN ROCK OUTCROP
 CD1025_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CD1025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD1025+STABILITY: POSITION/ELEVATION WELL
 CD1025
 CD1025  HISTORY     - Date     Condition        Report By
 CD1025  HISTORY     - 1963     MONUMENTED       USGS
 CD1025
 CD1025                          STATION DESCRIPTION
 CD1025
 CD1025'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CD1025'STATION LOCATED ABOUT 13.5 MI. /AIRLINE/ SE FROM SIERRA BLANCA, TEXAS,
 CD1025'ABOUT 10 MI. NW OF THE EAGLE FLAT RAILROAD SIDING ON THE TEXAS AND
 CD1025'PACIFIC RAILROAD, AND ON HIGHEST MOUNTAIN OVERLOOKING THE EAGLE FLAT
 CD1025'AREA.  STATION WAS REACHED BY HELICOPTER.
 CD1025'
 CD1025'STATION MARK--STANDARD TABLET CEMENTED IN ROCK OUTCROPPING, AND
 CD1025'STAMPED -TALC-ET 1963-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1363 ***********************************************************************
 DM1363  DESIGNATION -  TALCO
 DM1363  PID         -  DM1363
 DM1363  STATE/COUNTY-  TX/TITUS
 DM1363  USGS QUAD   -  TALCO (1964)
 DM1363
 DM1363                         *CURRENT SURVEY CONTROL
 DM1363  ___________________________________________________________________
 DM1363* NAD 83(1993)-  33 21 24.39206(N)    095 01 56.37445(W)     ADJUSTED  
 DM1363* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 DM1363  ___________________________________________________________________
 DM1363  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 DM1363  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM1363
 DM1363  HORZ ORDER  -  FIRST
 DM1363
 DM1363.The horizontal coordinates were established by classical geodetic methods
 DM1363.and adjusted by the National Geodetic Survey in February 1996..
 DM1363
 DM1363.The orthometric height was scaled from a topographic map.
 DM1363
 DM1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1363
 DM1363.The geoid height was determined by GEOID03.
 DM1363
 DM1363;                    North         East     Units Scale Factor Converg.
 DM1363;SPC TXNC     - 2,192,742.899   922,659.555   MT  0.99988675   +1 53 28.5
 DM1363;SPC TXNC     - 7,194,023.99  3,027,092.22   sFT  0.99988675   +1 53 28.5
 DM1363;UTM  15      - 3,692,684.783   310,900.529   MT  1.00004088   -1 07 04.1
 DM1363
 DM1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1363!SPC TXNC     -   0.99998632  x   0.99988675  =   0.99987307
 DM1363!UTM  15      -   0.99998632  x   1.00004088  =   1.00002720
 DM1363
 DM1363:                Primary Azimuth Mark                     Grid Az
 DM1363:SPC TXNC     -  TALCO AZ MK                              094 31 31.4
 DM1363:UTM  15      -  TALCO AZ MK                              097 32 04.0
 DM1363
 DM1363|---------------------------------------------------------------------|
 DM1363| PID    Reference Object                     Distance      Geod. Az  |
 DM1363|                                                           dddmmss.s |
 DM1363| CY2410 TALCO AZ MK                                        0962459.9 |
 DM1363| CY2413 TALCO RM 3                           23.878 METERS 12432     |
 DM1363| DM1273 BAXLEY                              APPROX.14.2 KM 1654420.2 |
 DM1363| CY2411 TALCO RM 1                           29.121 METERS 17529     |
 DM1363| CY2412 TALCO RM 2                           42.143 METERS 24954     |
 DM1363|---------------------------------------------------------------------|
 DM1363
 DM1363                          SUPERSEDED SURVEY CONTROL
 DM1363
 DM1363  NAD 83(1993)-  33 21 24.39394(N)    095 01 56.37187(W) AD(       ) 1
 DM1363  NAD 83(1986)-  33 21 24.39723(N)    095 01 56.36146(W) AD(       ) 1
 DM1363  NAD 27      -  33 21 23.98800(N)    095 01 55.58100(W) AD(       ) 1
 DM1363
 DM1363.Superseded values are not recommended for survey control.
 DM1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1363.See file dsdata.txt to determine how the superseded data were derived.
 DM1363
 DM1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1090192685(NAD 83)
 DM1363_MARKER: DS = TRIANGULATION STATION DISK
 DM1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1363
 DM1363  HISTORY     - Date     Condition        Report By
 DM1363  HISTORY     - 1935     MONUMENTED       CGS
 DM1363  HISTORY     - 1951     GOOD             CGS
 DM1363  HISTORY     - 1952     GOOD             CGS
 DM1363  HISTORY     - 1956     GOOD             CGS
 DM1363  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM1363
 DM1363                          STATION DESCRIPTION
 DM1363
 DM1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1363'THIS STATION IS ABOUT 4-1/4 MILES E OF TALCO, ABOUT 4-1/2
 DM1363'MILES W OF WILKINSON, ABOUT 2 MILES S OF THE SULPHUR RIVER,
 DM1363'ON A SMALL HILL OVER WHICH THE TALCO-WILKINSON ROAD CROSSES,
 DM1363'HIGHEST POINT IN VICINITY, ON LAND SAID TO BE OWNED BY THE
 DM1363'COUNTY.  IT IS ON THE E SIDE OF A SMALL TRIANGULAR LOT WHICH
 DM1363'HAS A NUMBER OF LARGE OAKS AND HICKORY ON IT, 18 FEET W OF
 DM1363'FENCE LINE, 61 FEET S OF FENCE LINE, 18 FEET S OF A 12-INCH
 DM1363'HICKORY TREE, 62 FEET NE OF THE CENTER LINE OF THE
 DM1363'TALCO-WILKINSON ROAD, 46 FEET NW OF THE SW FENCE CORNER OF
 DM1363'ADJOINING FIELD, 21 FEET N OF A BLAZED 12-INCH OAK TREE.
 DM1363'MARK PROJECTS 6 INCHES.
 DM1363'
 DM1363'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 DM1363'SET IN CONCRETE.
 DM1363'
 DM1363'REFERENCE AND AZIMUTH MARKS ARE MARKED WITH 8-INCH BOLTS
 DM1363'WITH 1-INCH ROUND HEADS, CEMENTED INTO CONCRETE POSTS.
 DM1363'
 DM1363'REFERENCE MARK NO. 1 IS S OF THE STATION, 25 FEET SW OF
 DM1363'THE CENTER LINE OF ROAD, 20 FEET NNW OF A 2-FOOT OAK TREE,
 DM1363'12 FEET E OF NE FENCE CORNER OF FIELD.  MARK PROJECTS 8 INCHES.
 DM1363'
 DM1363'REFERENCE MARK NO. 2 IS WSW OF THE STATION, ON NE SIDE OF
 DM1363'FIELD, 1 FOOT NE OF FENCE LINE, 27 FEET SW OF THE CENTER
 DM1363'LINE OF ROAD, 134 FEET NW OF FENCE CORNER.  MARK PROJECTS
 DM1363'8 INCHES.
 DM1363'
 DM1363'AZIMUTH MARK IS ESE OF THE STATION, ON S SIDE OF ROAD
 DM1363'RIGHT-OF-WAY, 31 FEET S OF THE CENTER LINE OF ROAD, 5 FEET
 DM1363'SW OF A 14-INCH OAK TREE, 15 FEET NNW OF NW FENCE CORNER
 DM1363'OF GARDEN PLOT, 70 FEET NNE OF THE NE CORNER OF HOUSE.  MARK
 DM1363'PROJECTS 8 INCHES.
 DM1363'
 DM1363'TO REACH FROM TALCO STATE BANK, GO E ON U.S. HIGHWAY 271,
 DM1363'2.6 MILES, CONTINUE E ON DIRT ROAD WHERE U.S. HIGHWAY 271
 DM1363'TURNS S 1.7 MILES TO TOP OF HILL AND THE STATION.
 DM1363'
 DM1363'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 DM1363
 DM1363                          STATION RECOVERY (1951)
 DM1363
 DM1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1363'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 DM1363'CONDITION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED AND REFERENCE
 DM1363'MARK NO. 3 WAS ESTABLISHED.  A DIFFERENCE WAS FOUND IN THE
 DM1363'DIRECTION TO THE AZIMUTH MARK AND IN THE DISTANCE TO REFERENCE
 DM1363'MARK NO. 3.  THREE ATTEMPTS WERE MADE TO CHECK AZIMUTH AND
 DM1363'THE RESULTS MEANED.  ORIGINAL DESCRIPTION IS ADEQUATE.
 DM1363'
 DM1363'REFERENCE MARK NO. 3 IS 42 FEET NORTH OF THE APPROXIMATE
 DM1363'CENTERLINE OF HIGHWAY AND 1 FOOT NORTH OF FENCE.  THE MARK
 DM1363'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TALCO NO
 DM1363'3 1951.
 DM1363'
 DM1363'1951 OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
 DM1363
 DM1363                          STATION RECOVERY (1952)
 DM1363
 DM1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WWA)
 DM1363'STATION RECOVERED AND IN GOOD CONDITION.
 DM1363
 DM1363                          STATION RECOVERY (1956)
 DM1363
 DM1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1363'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 DM1363'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 HAS EITHER BEEN
 DM1363'DUG UP OR COVERED UP.  DIRECTIONS FOR PROCEEDING TO STATION
 DM1363'SITE ARE CORRECT.
 DM1363
 DM1363                          STATION RECOVERY (1964)
 DM1363
 DM1363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1363'SURFACE MARK WAS REMOVED DURING ROAD CONSTRUCTION.  REFERENCE
 DM1363'MARKS WERE SEARCHED FOR BUT NOT RECOVERED.  UNDERGROUND
 DM1363'MARKS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1499 ***********************************************************************
 AE1499  DESIGNATION -  TALL STACK S OF STA MC ALLEN
 AE1499  PID         -  AE1499
 AE1499  STATE/COUNTY-  TX/HIDALGO
 AE1499  USGS QUAD   -  PHARR (1983)
 AE1499
 AE1499                         *CURRENT SURVEY CONTROL
 AE1499  ___________________________________________________________________
 AE1499* NAD 83(1993)-  26 10 09.89318(N)    098 13 35.96810(W)     ADJUSTED  
 AE1499* NAVD 88     -                                                        
 AE1499  ___________________________________________________________________
 AE1499  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AE1499  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AE1499
 AE1499  HORZ ORDER  -  THIRD
 AE1499
 AE1499.The horizontal coordinates were established by classical geodetic methods
 AE1499.and adjusted by the National Geodetic Survey in February 1996..
 AE1499
 AE1499
 AE1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1499
 AE1499.The geoid height was determined by GEOID03.
 AE1499
 AE1499;                    North         East     Units Scale Factor Converg.
 AE1499;SPC TX S     - 5,055,731.601   327,326.983   MT  0.99999931   +0 07 26.8
 AE1499;SPC TX S     -16,587,012.76  1,073,905.28   sFT  0.99999931   +0 07 26.8
 AE1499;UTM  14      - 2,894,675.708   577,284.380   MT  0.99967374   +0 20 27.9
 AE1499
 AE1499                          SUPERSEDED SURVEY CONTROL
 AE1499
 AE1499  NAD 83(1986)-  26 10 09.89883(N)    098 13 35.93244(W) AD(       ) 4
 AE1499  NAD 27      -  26 10 08.62902(N)    098 13 34.88686(W) AD(       ) 3
 AE1499
 AE1499.Superseded values are not recommended for survey control.
 AE1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1499.See file dsdata.txt to determine how the superseded data were derived.
 AE1499
 AE1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7728494676(NAD 83)
 AE1499_MARKER: 63 = STACK
 AE1499
 AE1499  HISTORY     - Date     Condition        Report By
 AE1499  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1499
 AE1499                          STATION DESCRIPTION
 AE1499
 AE1499'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2052 ***********************************************************************
 FL2052  DESIGNATION -  TALLA
 FL2052  PID         -  FL2052
 FL2052  STATE/COUNTY-  TX/ROBERTS
 FL2052  USGS QUAD   -  PAMPA NW (1971)
 FL2052
 FL2052                         *CURRENT SURVEY CONTROL
 FL2052  ___________________________________________________________________
 FL2052* NAD 83(1993)-  35 42 14.99313(N)    100 59 13.21148(W)     ADJUSTED  
 FL2052* NAVD 88     -       964.     (meters)    3163.     (feet)  SCALED    
 FL2052  ___________________________________________________________________
 FL2052  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FL2052  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 FL2052
 FL2052  HORZ ORDER  -  FIRST
 FL2052
 FL2052.The horizontal coordinates were established by classical geodetic methods
 FL2052.and adjusted by the National Geodetic Survey in February 1996..
 FL2052
 FL2052.The orthometric height was scaled from a topographic map.
 FL2052
 FL2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2052
 FL2052.The geoid height was determined by GEOID03.
 FL2052
 FL2052;                    North         East     Units Scale Factor Converg.
 FL2052;SPC TX N     - 1,189,176.090   246,422.049   MT  0.99992332   +0 17 50.3
 FL2052;SPC TX N     - 3,901,488.56    808,469.67   sFT  0.99992332   +0 17 50.3
 FL2052;UTM  14      - 3,952,956.348   320,238.077   MT  0.99999821   -1 09 35.7
 FL2052
 FL2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2052!SPC TX N     -   0.99985288  x   0.99992332  =   0.99977621
 FL2052!UTM  14      -   0.99985288  x   0.99999821  =   0.99985109
 FL2052
 FL2052|---------------------------------------------------------------------|
 FL2052| PID    Reference Object                     Distance      Geod. Az  |
 FL2052|                                                           dddmmss.s |
 FL2052| CL3367 TALLA RM 1                            6.862 METERS 04114     |
 FL2052| CL3366 TALLA AZ MK                                        1740351.5 |
 FL2052| CL3368 TALLA RM 2                            6.023 METERS 19547     |
 FL2052|---------------------------------------------------------------------|
 FL2052
 FL2052                          SUPERSEDED SURVEY CONTROL
 FL2052
 FL2052  NAD 83(1993)-  35 42 14.99399(N)    100 59 13.21044(W) AD(       ) 1
 FL2052  NAD 83(1986)-  35 42 14.99935(N)    100 59 13.20033(W) AD(       ) 1
 FL2052  NAD 27      -  35 42 14.84600(N)    100 59 11.66100(W) AD(       ) 1
 FL2052
 FL2052.Superseded values are not recommended for survey control.
 FL2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2052.See file dsdata.txt to determine how the superseded data were derived.
 FL2052
 FL2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2023852956(NAD 83)
 FL2052_MARKER: DS = TRIANGULATION STATION DISK
 FL2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2052
 FL2052  HISTORY     - Date     Condition        Report By
 FL2052  HISTORY     - 1951     MONUMENTED       CGS
 FL2052
 FL2052                          STATION DESCRIPTION
 FL2052
 FL2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2052'THE STATION IS LOCATED ABOUT 12 MILES AIR LINE NORTH OF PAMPA.
 FL2052'3 MILES WEST OF STATE HIGHWAY 70.  50 YARDS NORTHWEST OF A
 FL2052'WHITE HOUSE AND 16 FEET SOUTH-SOUTHEAST OF A FENCE CORNER.
 FL2052'
 FL2052'TO REACH THE STATION FROM THE INTERSECTION OF HOBART, FRANCIS
 FL2052'AND ALCOCK STREETS IN THE NORTHWESTERN SECTION OF PAMPA, GO
 FL2052'WEST ON ALCOCK STREET AND STATE HIGHWAY 152 FOR 1.0 MILE TO
 FL2052'A CROSS ROAD.  TURN RIGHT, NORTH, ON THE GRADED DIRT ROAD
 FL2052'AND GO 7.8 MILES TO A CATTLE GUARD WHERE THE ROAD BEARS RIGHT.
 FL2052'CONTINUE ON THE GRADED DIRT ROAD FOR 2.1 MILES TO A CATTLE
 FL2052'GUARD.  PASS THROUGH THE CATTLE GUARD AND CONTINUE 1.35 MILE
 FL2052'TO THE AZIMUTH MARK ON THE RIGHT, ABOUT 25 FEET EAST OF THE
 FL2052'CENTER OF THE DIRT ROAD.  CONTINUE NORTHERLY ON THE DIRT ROAD
 FL2052'FOR 0.2 MILE.  CROSS THE THIRD CATTLE GUARD.  GO 0.1 MILE
 FL2052'TO A PRIVATE DRIVEWAY RIGHT.  TURN RIGHT ON THE DRIVEWAY
 FL2052'AND GO 0.1 MILE TO A WHITE HOUSE IN A FENCED YARD AND THE
 FL2052'STATION IN THE NORTHWEST CORNER OF THE FENCE.
 FL2052'
 FL2052'THE STATION MARK, STAMPED TALLA 1951, IS A BRONZE DISK SET
 FL2052'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 18
 FL2052'YARDS WEST OF THE WINDMILL AND 5 FEET EAST OF A WHITE WITNESS
 FL2052'POST.
 FL2052'
 FL2052'REFERENCE MARK NO. 1, STAMPED TALLA NO 1 1951, IS A BRONZE
 FL2052'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 FL2052'AND IT IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 FL2052'
 FL2052'REFERENCE MARK NO. 2, STAMPED TALLA NO 2 1951, IS A BRONZE
 FL2052'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND
 FL2052'IT IS 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 FL2052'
 FL2052'THE AZIMUTH MARK, STAMPED TALLA 1951, IS A BRONZE DISK SET
 FL2052'IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IT
 FL2052'IS 2-1/2 FEET NORTH OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8379 ***********************************************************************
 AH8379  DESIGNATION -  TALLEY
 AH8379  PID         -  AH8379
 AH8379  STATE/COUNTY-  TX/NUECES
 AH8379  USGS QUAD   -  ESTES (1975)
 AH8379
 AH8379                         *CURRENT SURVEY CONTROL
 AH8379  ___________________________________________________________________
 AH8379* NAD 83(1993)-  27 58 29.53030(N)    097 04 10.17093(W)     ADJUSTED  
 AH8379* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 AH8379  ___________________________________________________________________
 AH8379  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AH8379  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AH8379
 AH8379  HORZ ORDER  -  THIRD
 AH8379
 AH8379.The horizontal coordinates were established by classical geodetic methods
 AH8379.and adjusted by the National Geodetic Survey in August 1998..
 AH8379
 AH8379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8379
 AH8379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8379
 AH8379.The geoid height was determined by GEOID03.
 AH8379
 AH8379;                    North         East     Units Scale Factor Converg.
 AH8379;SPC TX S     - 5,256,539.926   440,742.536   MT  1.00003889   +0 38 58.1
 AH8379;SPC TX S     -17,245,831.41  1,446,002.80   sFT  1.00003889   +0 38 58.1
 AH8379;UTM  14      - 3,095,919.431   689,876.703   MT  1.00004501   +0 54 21.0
 AH8379
 AH8379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8379!SPC TX S     -   1.00000405  x   1.00003889  =   1.00004294
 AH8379!UTM  14      -   1.00000405  x   1.00004501  =   1.00004906
 AH8379
 AH8379                          SUPERSEDED SURVEY CONTROL
 AH8379
 AH8379  NGVD 29 (08/21/98)    1.0    (m)            3.     (f) VERT ANG       
 AH8379
 AH8379.Superseded values are not recommended for survey control.
 AH8379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8379.See file dsdata.txt to determine how the superseded data were derived.
 AH8379
 AH8379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8987795919(NAD 83)
 AH8379_MARKER: DD = SURVEY DISK
 AH8379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8379_STAMPING: TALLEY 1989
 AH8379_MARK LOGO: NOS   
 AH8379_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8379+STABILITY: SURFACE MOTION
 AH8379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8379+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8379
 AH8379  HISTORY     - Date     Condition        Report By
 AH8379  HISTORY     - 1989     MONUMENTED       NOS
 AH8379
 AH8379                          STATION DESCRIPTION
 AH8379
 AH8379'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8379'THE STATION IS LOCATED ALONG THE E SHORE OF TALLEY ISLAND AND ON THE
 AH8379'SOUTH BANK OF TURTLE BAYOU THAT CUTS INTO THE ISLAND TO ESTES COUP. TO
 AH8379'REACH THE STATION FROM ROCKPORT GO BY BOAT SOUTH ALONG THE EAST SIDE
 AH8379'OF TALLEY ISLAND TO TURTLE ISLAND.  TURN INTO BAYOU AND DOCK AT OLD
 AH8379'PIER ON THE SOUTH SIDE OF THE BAYOU.  WALK EAST ALONG THE SHORE
 AH8379'APPROXIMATELY 100 YARDS TO A HUNTING CAMP ON PILES, AND THE STATION
 AH8379'NEAR THE SW CORNER OF THE CAMP. THE STATION IS A ALUMINUM NOS DISK SET
 AH8379'ON THE TOP OF A 42 INCH ALUMINUM ROD WHICH IN TURN IS SURROUNDED BY A
 AH8379'MASS OF CONCRETE.  THE STATION IS STAMPED---TALLEY 1989---, AND IS
 AH8379'LOCATED 14 METERS SOUTH FROM THE MHWL, AND 6.5 METERS SSW FROM THE SW
 AH8379'PILE OF THE HUNTING CAMP. DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0867 ***********************************************************************
 BP0867  DESIGNATION -  TALLEY SEC
 BP0867  PID         -  BP0867
 BP0867  STATE/COUNTY-  TX/PECOS
 BP0867  USGS QUAD   -  SIERRA MADERA SE (1980)
 BP0867
 BP0867                         *CURRENT SURVEY CONTROL
 BP0867  ___________________________________________________________________
 BP0867* NAD 83(1993)-  30 30 21.70721(N)    102 48 05.11887(W)     ADJUSTED  
 BP0867* NAVD 88     -      1327.     (meters)    4354.     (feet)  SCALED    
 BP0867  ___________________________________________________________________
 BP0867  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BP0867  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BP0867
 BP0867  HORZ ORDER  -  THIRD
 BP0867
 BP0867.The horizontal coordinates were established by classical geodetic methods
 BP0867.and adjusted by the National Geodetic Survey in February 1996..
 BP0867
 BP0867.The orthometric height was scaled from a topographic map.
 BP0867
 BP0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0867
 BP0867.The geoid height was determined by GEOID03.
 BP0867
 BP0867;                    North         East     Units Scale Factor Converg.
 BP0867;SPC TX C     - 3,095,676.189   463,119.418   MT  0.99991886   -1 16 16.4
 BP0867;SPC TX C     -10,156,397.63  1,519,417.62   sFT  0.99991886   -1 16 16.4
 BP0867;UTM  13      - 3,376,915.272   710,988.979   MT  1.00014920   +1 06 59.3
 BP0867
 BP0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0867!SPC TX C     -   0.99979513  x   0.99991886  =   0.99971401
 BP0867!UTM  13      -   0.99979513  x   1.00014920  =   0.99994430
 BP0867
 BP0867:                Primary Azimuth Mark                     Grid Az
 BP0867:SPC TX C     -  MADERA                                   313 08 47.8
 BP0867:UTM  13      -  MADERA                                   310 45 32.1
 BP0867
 BP0867|---------------------------------------------------------------------|
 BP0867| PID    Reference Object                     Distance      Geod. Az  |
 BP0867|                                                           dddmmss.s |
 BP0867| BP0868 MADERA                              APPROX.14.4 KM 3115231.4 |
 BP0867|---------------------------------------------------------------------|
 BP0867
 BP0867                          SUPERSEDED SURVEY CONTROL
 BP0867
 BP0867  NAD 83(1986)-  30 30 21.69845(N)    102 48 05.12005(W) AD(       ) 3
 BP0867  NAD 27      -  30 30 21.10400(N)    102 48 03.55800(W) AD(       ) 3
 BP0867
 BP0867.Superseded values are not recommended for survey control.
 BP0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0867.See file dsdata.txt to determine how the superseded data were derived.
 BP0867
 BP0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP1098976915(NAD 83)
 BP0867_MARKER: DD = SURVEY DISK
 BP0867_SETTING: 66 = SET IN ROCK OUTCROP
 BP0867_SP_SET: SET IN ROCK OUTCROP
 BP0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0867+STABILITY: POSITION/ELEVATION WELL
 BP0867
 BP0867  HISTORY     - Date     Condition        Report By
 BP0867  HISTORY     - 1919     MONUMENTED       USGS
 BP0867
 BP0867                          STATION DESCRIPTION
 BP0867
 BP0867'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 BP0867'LOCATED ABOUT 30 MI. S. OF FORT STOCKTON AND ABOUT 2.5 MI. SE. OF TOM
 BP0867'TALLEYS RANCH.  THE POINT IS ON THE HIGHEST FLAT TOPPED HILL IN THE
 BP0867'NEAR VICINITY, ON THE NORTHERN END OF THE FLAT TOP, OVERLOOKING ALL
 BP0867'COUNTRY TO THE N.
 BP0867'
 BP0867'STATION MARK - AN ALUMINUM TABLET CEMENTED IN SOLID ROCK.
 BP0867'
 BP0867'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1575 ***********************************************************************
 AE1575  DESIGNATION -  TALPA
 AE1575  PID         -  AE1575
 AE1575  STATE/COUNTY-  TX/HIDALGO
 AE1575  USGS QUAD   -  MONTE CHRISTO (1980)
 AE1575
 AE1575                         *CURRENT SURVEY CONTROL
 AE1575  ___________________________________________________________________
 AE1575* NAD 83(1993)-  26 23 09.35187(N)    098 21 34.13491(W)     ADJUSTED  
 AE1575* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 AE1575  ___________________________________________________________________
 AE1575  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AE1575  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE1575
 AE1575  HORZ ORDER  -  SECOND
 AE1575
 AE1575.The horizontal coordinates were established by classical geodetic methods
 AE1575.and adjusted by the National Geodetic Survey in February 1996..
 AE1575
 AE1575.The orthometric height was scaled from a topographic map.
 AE1575
 AE1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1575
 AE1575.The geoid height was determined by GEOID03.
 AE1575
 AE1575;                    North         East     Units Scale Factor Converg.
 AE1575;SPC TX S     - 5,079,697.532   314,021.387   MT  0.99995201   +0 03 49.7
 AE1575;SPC TX S     -16,665,640.99  1,030,251.83   sFT  0.99995201   +0 03 49.7
 AE1575;UTM  14      - 2,918,583.126   563,891.467   MT  0.99965040   +0 17 04.8
 AE1575
 AE1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1575!SPC TX S     -   0.99999265  x   0.99995201  =   0.99994466
 AE1575!UTM  14      -   0.99999265  x   0.99965040  =   0.99964305
 AE1575
 AE1575:                Primary Azimuth Mark                     Grid Az
 AE1575:SPC TX S     -  TALPA AZ MK                              191 26 06.0
 AE1575:UTM  14      -  TALPA AZ MK                              191 12 50.9
 AE1575
 AE1575|---------------------------------------------------------------------|
 AE1575| PID    Reference Object                     Distance      Geod. Az  |
 AE1575|                                                           dddmmss.s |
 AE1575| CV3493 TALPA AZ MK                                        1912955.7 |
 AE1575| CV3494 TALPA RM 1                           34.674 METERS 22001     |
 AE1575| AE1576 2 13 USBR 1946                        4.255 METERS 32856     |
 AE1575| CV3495 TALPA RM 2                           20.371 METERS 35830     |
 AE1575|---------------------------------------------------------------------|
 AE1575
 AE1575                          SUPERSEDED SURVEY CONTROL
 AE1575
 AE1575  NAD 83(1986)-  26 23 09.35688(N)    098 21 34.10002(W) AD(       ) 2
 AE1575  NAD 27      -  26 23 08.11141(N)    098 21 33.03826(W) AD(       ) 2
 AE1575
 AE1575.Superseded values are not recommended for survey control.
 AE1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1575.See file dsdata.txt to determine how the superseded data were derived.
 AE1575
 AE1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6389118583(NAD 83)
 AE1575_MARKER: DS = TRIANGULATION STATION DISK
 AE1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1575
 AE1575  HISTORY     - Date     Condition        Report By
 AE1575  HISTORY     - 1946     MONUMENTED       CGS
 AE1575  HISTORY     - 1949     GOOD             TXHD
 AE1575  HISTORY     - 1960     GOOD             CGS
 AE1575
 AE1575                          STATION DESCRIPTION
 AE1575
 AE1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1575'STATION IS LOCATED ABOUT 11 MILES NORTH OF MISSION AND 12
 AE1575'MILES NORTHWEST OF EDINBURG.  IT IS 6 FEET WEST OF A FENCELINE,
 AE1575'15.3 FEET SOUTHEAST OF A WHITE WITNESS POST, 13.96 FEET SOUTHEAST
 AE1575'OF USBR TRAVERSE STATION 2-13 AND 55 FEET EAST OF THE CENTERLINE
 AE1575'OF A DIRT ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 AE1575'IS STAMPED TALPA 1946.
 AE1575'
 AE1575'REFERENCE MARK NO. 1 IS 133.76 FEET SOUTHWEST OF THE STATION.
 AE1575'IT IS 35 FEET WEST OF THE CENTERLINE OF A DIRT ROAD AND 1 FOOT
 AE1575'EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 AE1575'DISK IS STAMPED TALPA NO 1 1946.
 AE1575'
 AE1575'REFERENCE MARK NO. 2 IS 66.83 FEET NORTH OF THE STATION.  IT
 AE1575'IS 1.5 FEET SOUTH OF A FENCELINE AND 25 FEET WEST OF A FENCE
 AE1575'CORNER.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 AE1575'STAMPED TALPA NO 2 1946.
 AE1575'
 AE1575'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 5 FEET
 AE1575'NORTH OF A WHITE WITNESS POST, 1 FOOT EAST OF A FENCELINE AND
 AE1575'28 FEET WEST OF THE CENTERLINE OF A DIRT ROAD.  THE MARK PROJECTS
 AE1575'ABOUT 5 INCHES AND THE DISK IS STAMPED TALPA 1946.
 AE1575'
 AE1575'TO REACH STATION FROM THE COURT HOUSE SQUARE IN EDINBURG, GO
 AE1575'WEST ON STATE HIGHWAY 107 FOR 9.4 MILES TO A JUNCTION WITH
 AE1575'FARM HIGHWAY 681.  CONTINUE WEST ON HIGHWAY 681 FOR 1.9 MILES,
 AE1575'BEAR LEFT ON A GRAVEL ROAD AND CONTINUE WEST FOR 2.1 MILE TO A
 AE1575'CROSSROAD, TURN RIGHT AND GO 4.2 MILE TO AZIMUTH ON THE LEFT.
 AE1575'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A SHARP CURVE LEFT AND
 AE1575'STATION ON THE RIGHT AS DESCRIBED.
 AE1575'
 AE1575'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AE1575
 AE1575                          STATION RECOVERY (1949)
 AE1575
 AE1575'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1575'STATION AND ALL MKRS. FOUND IN GOOD CONDITION.
 AE1575
 AE1575                          STATION RECOVERY (1960)
 AE1575
 AE1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RC)
 AE1575'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION
 AE1575'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 AE1575'ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1163 ***********************************************************************
 CA1163  DESIGNATION -  TALPA
 CA1163  PID         -  CA1163
 CA1163  STATE/COUNTY-  TX/COLEMAN
 CA1163  USGS QUAD   -  TALPA (1987)
 CA1163
 CA1163                         *CURRENT SURVEY CONTROL
 CA1163  ___________________________________________________________________
 CA1163* NAD 83(1993)-  31 46 47.00947(N)    099 42 16.44607(W)     ADJUSTED  
 CA1163* NAVD 88     -       614.8    (meters)    2017.     (feet)  VERTCON   
 CA1163  ___________________________________________________________________
 CA1163  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CA1163  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CA1163
 CA1163  HORZ ORDER  -  SECOND
 CA1163
 CA1163.The horizontal coordinates were established by classical geodetic methods
 CA1163.and adjusted by the National Geodetic Survey in February 1996..
 CA1163
 CA1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1163
 CA1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1163
 CA1163.The geoid height was determined by GEOID03.
 CA1163
 CA1163;                    North         East     Units Scale Factor Converg.
 CA1163;SPC TX C     - 3,234,420.252   759,553.705   MT  0.99997381   +0 19 25.9
 CA1163;SPC TX C     -10,611,593.78  2,491,969.11   sFT  0.99997381   +0 19 25.9
 CA1163;UTM  14      - 3,516,236.301   433,290.387   MT  0.99965488   -0 22 15.9
 CA1163
 CA1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1163!SPC TX C     -   0.99990745  x   0.99997381  =   0.99988127
 CA1163!UTM  14      -   0.99990745  x   0.99965488  =   0.99956237
 CA1163
 CA1163:                Primary Azimuth Mark                     Grid Az
 CA1163:SPC TX C     -  GUY                                      018 05 44.4
 CA1163:UTM  14      -  GUY                                      018 47 26.2
 CA1163
 CA1163|---------------------------------------------------------------------|
 CA1163| PID    Reference Object                     Distance      Geod. Az  |
 CA1163|                                                           dddmmss.s |
 CA1163| CA1162 GUY                                 APPROX. 3.7 KM 0182510.3 |
 CA1163| CV6458 TALPA RM 2                           18.565 METERS 08536     |
 CA1163| CV6457 TALPA RM 1                           36.950 METERS 14424     |
 CA1163|---------------------------------------------------------------------|
 CA1163
 CA1163                          SUPERSEDED SURVEY CONTROL
 CA1163
 CA1163  NAD 83(1986)-  31 46 47.01692(N)    099 42 16.43204(W) AD(       ) 2
 CA1163  NAD 27      -  31 46 46.49000(N)    099 42 15.15210(W) AD(       ) 2
 CA1163  NGVD 29 (07/19/86)  614.7    (m)         2017.     (f) VERT ANG       
 CA1163
 CA1163.Superseded values are not recommended for survey control.
 CA1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1163.See file dsdata.txt to determine how the superseded data were derived.
 CA1163
 CA1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA3329016236(NAD 83)
 CA1163_MARKER: DD = SURVEY DISK
 CA1163_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1163+WITH SETTING: INFORMATION.
 CA1163_SP_SET: PREFABRICATED CONCRETE POST
 CA1163
 CA1163  HISTORY     - Date     Condition        Report By
 CA1163  HISTORY     - 1967     MONUMENTED       USGS
 CA1163
 CA1163                          STATION DESCRIPTION
 CA1163
 CA1163'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JW)
 CA1163'STATION IS LOCATED ABOUT 3.3 MILES NORTH AND 14.6 MILES EAST
 CA1163'OF THE BALLINGER COURTHOUSE, 0.2 MILE NORTH AND 0.2 MILE EAST
 CA1163'OF THE TALPA VILLAGE POST OFFICE, ABOUT 8 FEET SOUTHEAST
 CA1163'OF THE SOUTHEAST EDGE OF A LARGE WATER TANK AND 6 FEET SOUTHEAST
 CA1163'OF A WITNESS POST.
 CA1163'
 CA1163'TO REACH THE STATION FROM THE TALPA VILLAGE POST OFFICE,
 CA1163'GO EAST 0.2 MILE ALONG U.S. HIGHWAY 67, TO DRIVEWAY LEFT
 CA1163'(NORTH), TURN LEFT ALONG DRIVEWAY AND TRACK ROAD WEST OF
 CA1163'HOUSE FOR 0.2 MILE TO THE WATER TANK AND THE STATION SITE.
 CA1163'
 CA1163'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1163'STEEL ROD DRIVEN TO POINT OF REFUSAL (7.5 FEET), CENTERED
 CA1163'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CA1163'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1163'TALPA ET 1967.
 CA1163'
 CA1163'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1163'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF
 CA1163'REFUSAL (8.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC
 CA1163'CASING 12-INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS
 CA1163'SET FLUSH WITH GROUND AND STAMPED NO 1 TALPA ET 1967.
 CA1163'
 CA1163'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1163'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL
 CA1163'(4.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12
 CA1163'INCHES LONG, FILLED WITH CONCRETE.  THE TABLET IS STAMPED
 CA1163'NO. 2 TALPA ET 1967.
 CA1163'
 CA1163'DISTANCE BETWEEN REFERENCE MARKS IS 103.05 FEET (31.409 METERS).
 CA1163'
 CA1163'USC AND GS TRIANGULATION STATION GUY, 2.3 MILES NORTH-NORTHEAST,
 CA1163'IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE AZIMUTH
 CA1163'MARK.
 CA1163'
 CA1163'ELEVATION = 2016.83 FEET (FLY LEVEL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1170 ***********************************************************************
 CA1170  DESIGNATION -  TALPA ATL PLINE CO MICROWAVE
 CA1170  PID         -  CA1170
 CA1170  STATE/COUNTY-  TX/COLEMAN
 CA1170  USGS QUAD   -  LITTLE GRAPE CREEK (1987)
 CA1170
 CA1170                         *CURRENT SURVEY CONTROL
 CA1170  ___________________________________________________________________
 CA1170* NAD 83(1993)-  31 44 19.78790(N)    099 38 31.89582(W)     ADJUSTED  
 CA1170* NAVD 88     -                                                        
 CA1170  ___________________________________________________________________
 CA1170  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CA1170  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CA1170
 CA1170  HORZ ORDER  -  THIRD
 CA1170
 CA1170.The horizontal coordinates were established by classical geodetic methods
 CA1170.and adjusted by the National Geodetic Survey in February 1996..
 CA1170
 CA1170
 CA1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1170
 CA1170.The geoid height was determined by GEOID03.
 CA1170
 CA1170;                    North         East     Units Scale Factor Converg.
 CA1170;SPC TX C     - 3,229,920.998   765,489.682   MT  0.99996438   +0 21 21.5
 CA1170;SPC TX C     -10,596,832.47  2,511,444.07   sFT  0.99996438   +0 21 21.5
 CA1170;UTM  14      - 3,511,666.899   439,169.528   MT  0.99964564   -0 20 16.2
 CA1170
 CA1170                          SUPERSEDED SURVEY CONTROL
 CA1170
 CA1170  NAD 83(1986)-  31 44 19.79588(N)    099 38 31.88159(W) AD(       ) 4
 CA1170  NAD 27      -  31 44 19.26595(N)    099 38 30.61484(W) AD(       ) 3
 CA1170
 CA1170.Superseded values are not recommended for survey control.
 CA1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1170.See file dsdata.txt to determine how the superseded data were derived.
 CA1170
 CA1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA3917011667(NAD 83)
 CA1170_MARKER: 45 = MICROWAVE TOWER
 CA1170
 CA1170  HISTORY     - Date     Condition        Report By
 CA1170  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA1170
 CA1170                          STATION DESCRIPTION
 CA1170
 CA1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (IJB)
 CA1170'TOWER IS LOCATED ABOUT 2.3 MILES SOUTH AND 4.0 MILES EAST
 CA1170'OF TALPA, ABOUT 1.6 MILES SOUTH OF U.S. HIGHWAY 67.  3 FEET
 CA1170'SOUTH AND 3 FEET EAST OF THE SOUTHEAST CORNER OF A BLOCK
 CA1170'BUILDING.
 CA1170'
 CA1170'POINT SIGHTED--CENTER OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2598 ***********************************************************************
 CS2598  DESIGNATION -  TALTY
 CS2598  PID         -  CS2598
 CS2598  STATE/COUNTY-  TX/KAUFMAN
 CS2598  USGS QUAD   -  FORNEY SOUTH (1973)
 CS2598
 CS2598                         *CURRENT SURVEY CONTROL
 CS2598  ___________________________________________________________________
 CS2598* NAD 83(1993)-  32 40 12.85100(N)    096 24 00.70104(W)     ADJUSTED  
 CS2598* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 CS2598  ___________________________________________________________________
 CS2598  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CS2598  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS2598
 CS2598  HORZ ORDER  -  SECOND
 CS2598
 CS2598.The horizontal coordinates were established by classical geodetic methods
 CS2598.and adjusted by the National Geodetic Survey in February 1996..
 CS2598
 CS2598.The orthometric height was scaled from a topographic map.
 CS2598
 CS2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2598
 CS2598.The geoid height was determined by GEOID03.
 CS2598
 CS2598;                    North         East     Units Scale Factor Converg.
 CS2598;SPC TXNC     - 2,113,254.098   796,926.419   MT  0.99989464   +1 08 42.8
 CS2598;SPC TXNC     - 6,933,234.49  2,614,582.76   sFT  0.99989464   +1 08 42.8
 CS2598;UTM  14      - 3,617,717.281   743,797.568   MT  1.00033297   +1 24 14.7
 CS2598
 CS2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2598!SPC TXNC     -   0.99998122  x   0.99989464  =   0.99987586
 CS2598!UTM  14      -   0.99998122  x   1.00033297  =   1.00031418
 CS2598
 CS2598|---------------------------------------------------------------------|
 CS2598| PID    Reference Object                     Distance      Geod. Az  |
 CS2598|                                                           dddmmss.s |
 CS2598| CS2599 TALTY 1947 RM 3                       4.109 METERS 11211     |
 CS2598| CY2420 TALTY RM 1                           27.069 METERS 14152     |
 CS2598| CY2421 TALTY RM 2                           32.080 METERS 23320     |
 CS2598| CY2419 TALTY AZ MK                                        2914024.7 |
 CS2598|---------------------------------------------------------------------|
 CS2598
 CS2598                          SUPERSEDED SURVEY CONTROL
 CS2598
 CS2598  NAD 83(1986)-  32 40 12.85826(N)    096 24 00.68478(W) AD(       ) 2
 CS2598  NAD 27      -  32 40 12.38000(N)    096 23 59.75000(W) AD(       ) 2
 CS2598
 CS2598.Superseded values are not recommended for survey control.
 CS2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2598.See file dsdata.txt to determine how the superseded data were derived.
 CS2598
 CS2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4379817717(NAD 83)
 CS2598_MARKER: DS = TRIANGULATION STATION DISK
 CS2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2598
 CS2598  HISTORY     - Date     Condition        Report By
 CS2598  HISTORY     - 1947     MONUMENTED       CGS
 CS2598  HISTORY     - 1949     GOOD             CGS
 CS2598  HISTORY     - 1955     GOOD             TXHD
 CS2598  HISTORY     - 1960     GOOD             CGS
 CS2598
 CS2598                          STATION DESCRIPTION
 CS2598
 CS2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2598'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF FORNEY,
 CS2598'4.5 MILES NORTHEAST OF CRANDALL AND 1.2 MILES SOUTHWEST OF TALTY
 CS2598'ON LAND OWNED BY PAT. M. MALONEY.  IT IS 53 FEET SOUTH OF
 CS2598'THE CENTER OF AN EAST-WEST BLACK TOP ROAD, 39 FEET NORTHEAST
 CS2598'OF THE NORTHEAST CORNER OF AN OLD SHED AND 89 FEET EAST OF
 CS2598'THE LANE LEADING TO THE FARM HOUSE.  IT IS STAMPED TALTY
 CS2598'1947 AND PROJECTS 4 INCHES.
 CS2598'
 CS2598'REFERENCE MARK NO. 1 IS LOCATED AT THE SOUTHEAST CORNER OF
 CS2598'THE OLD SHED.  IT IS STAMPED TALTY NO 1 1947 AND IS FLUSH
 CS2598'WITH THE SURFACE OF THE GROUND.
 CS2598'
 CS2598'REFERENCE MARK NO. 2 IS LOCATED AT THE NORTHEAST CORNER OF
 CS2598'THE FARMYARD 15 FEET WEST OF THE LANE LEADING TO THE FARM
 CS2598'HOUSE AND 41 FEET SOUTH OF AN EAST-WEST BLACK TOP ROAD.  IT
 CS2598'IS STAMPED TALTY NO 2 1947 AND IS FLUSH WITH THE SURFACE OF
 CS2598'THE GROUND.
 CS2598'
 CS2598'AZIMUTH MARK IS LOCATED AT THE SOUTHEAST CORNER OF A HOG
 CS2598'LOT 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BARN
 CS2598'AND 30 FEET WEST OF THE CENTER OF A NORTH-SOUTH BLACK TOP
 CS2598'ROAD.  IT IS STAMPED TALTY 1947 AND PROJECTS 4 INCHES.
 CS2598'
 CS2598'TO REACH THE STATION FROM THE MOST SOUTHERLY OF TWO TRAFFIC
 CS2598'LIGHTS IN FORNEY GO SOUTHEAST ON U.S. HIGHWAY 80 FOR 1.2
 CS2598'MILES TO A SIDE ROAD RIGHT, TURN RIGHT ACROSS RAILROAD TRACKS
 CS2598'AND GO 5.35 MILES TO THE CROSSROAD AT TALTY.  TURN RIGHT
 CS2598'AND GO 1.2 MILES TO A LARGE WHITE HOUSE ON THE LEFT AND THE
 CS2598'STATION AS DESCRIBED.
 CS2598'
 CS2598'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE ON BLACK
 CS2598'TOP ROAD FOR 0.1 MILE, TURN RIGHT AND GO 0.35 MILE TO THE MARK
 CS2598'ON THE LEFT AS DESCRIBED.
 CS2598'
 CS2598'A 100 FOOT SIGNAL AT KAUFMAN IS VISIBLE AT 37 FEET.
 CS2598'
 CS2598'A 74 FOOT SIGNAL AT KAUFMAN 3 USED IS VISIBLE AT 37 FEET
 CS2598'
 CS2598'A 100 FOOT SIGNAL AT WARSAW IS VISIBLE AT 37 FEET
 CS2598'
 CS2598'A 74 FOOT SIGNAL AT CRANDALL IS V.G.
 CS2598'
 CS2598'AN 87 FOOT SIGNAL AT SEAGO IS V.G.
 CS2598'
 CS2598'A 74 FOOT SIGNAL AT FORNEY IS V.G.
 CS2598'
 CS2598'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2598
 CS2598                          STATION RECOVERY (1949)
 CS2598
 CS2598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2598'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.G. IN 1947 AND
 CS2598'ALL MARKS WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS
 CS2598'FOUND IN THE DISTANCE TO R.M. NO. 2, AND IN THE DIRECTION TO
 CS2598'BOTH REFERENCE MARKS.  THE STATION WAS CONSIDERED TO BE TOO
 CS2598'CLOSE TO A POWERLINE TO ERECT A STEEL TOWER, A NEW REFERENCE
 CS2598'MARK (NO. 3) WAS ESTABLISHED AND USED AS THE ECCENTRIC STATION.
 CS2598'A TRAVERSE CONNECTION WAS MADE TO THIS MARK.  THE 1947
 CS2598'DESCRIPTION IS ADEQUATE.
 CS2598'
 CS2598'REFERENCE MARK NO. 3 IS 14 FEET NORTH OF THE NORTHEAST CORNER
 CS2598'OF THE SHED.  THE DISK IS STAMPED TALTY NO 3 1949 AND IS SET
 CS2598'10 INCHES BELOW THE SURFACE.  NOTE 11A
 CS2598'
 CS2598'THE DISTANCE FROM R.M. NO. 3 TO R.M. NO. 1 IS 77.39 FEET
 CS2598'OR 23.588 METERS.
 CS2598'
 CS2598'THE DISTANCE FROM R.M. NO. 3 TO R.M. NO. 2 IS 112.83 FEET
 CS2598'OR 34.391 METERS.
 CS2598'
 CS2598'A 74 FOOT SIGNAL AT FORNEY 1947 IS VISIBLE FROM THE GROUND.
 CS2598'
 CS2598'A 100 FOOT SIGNAL AT BUFFALO IS VISIBLE FROM THE GROUND.
 CS2598'
 CS2598'A 74 FOOT SIGNAL AT LAWRENCE IS VISIBLE FROM THE GROUND.
 CS2598'
 CS2598'A 100 FOOT SIGNAL AT KAUFMAN 1947 IS VISIBLE AT 37 FEET.
 CS2598'
 CS2598'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 CS2598
 CS2598                          STATION RECOVERY (1955)
 CS2598
 CS2598'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS2598'STATION AND R.M. 1 AND 2 RECOVERED.  STATION 53.8 FT EAST OF
 CS2598'CENTERLINE OF F.M. 148.
 CS2598
 CS2598                          STATION RECOVERY (1960)
 CS2598
 CS2598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2598'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2598'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2598'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2599 ***********************************************************************
 CS2599  DESIGNATION -  TALTY 1947 RM 3
 CS2599  PID         -  CS2599
 CS2599  STATE/COUNTY-  TX/KAUFMAN
 CS2599  USGS QUAD   -  FORNEY SOUTH (1973)
 CS2599
 CS2599                         *CURRENT SURVEY CONTROL
 CS2599  ___________________________________________________________________
 CS2599* NAD 83(1993)-  32 40 12.80064(N)    096 24 00.55500(W)     ADJUSTED  
 CS2599* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 CS2599  ___________________________________________________________________
 CS2599  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CS2599  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS2599
 CS2599  HORZ ORDER  -  SECOND
 CS2599
 CS2599.The horizontal coordinates were established by classical geodetic methods
 CS2599.and adjusted by the National Geodetic Survey in February 1996..
 CS2599
 CS2599.The orthometric height was scaled from a topographic map.
 CS2599
 CS2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2599
 CS2599.The geoid height was determined by GEOID03.
 CS2599
 CS2599;                    North         East     Units Scale Factor Converg.
 CS2599;SPC TXNC     - 2,113,252.623   796,930.254   MT  0.99989464   +1 08 42.9
 CS2599;SPC TXNC     - 6,933,229.65  2,614,595.34   sFT  0.99989464   +1 08 42.9
 CS2599;UTM  14      - 3,617,715.823   743,801.412   MT  1.00033300   +1 24 14.7
 CS2599
 CS2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2599!SPC TXNC     -   0.99998122  x   0.99989464  =   0.99987586
 CS2599!UTM  14      -   0.99998122  x   1.00033300  =   1.00031421
 CS2599
 CS2599                          SUPERSEDED SURVEY CONTROL
 CS2599
 CS2599  NAD 83(1986)-  32 40 12.80792(N)    096 24 00.53880(W) AD(       ) 2
 CS2599  NAD 27      -  32 40 12.33000(N)    096 23 59.60400(W) AD(       ) 2
 CS2599
 CS2599.Superseded values are not recommended for survey control.
 CS2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2599.See file dsdata.txt to determine how the superseded data were derived.
 CS2599
 CS2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4380117716(NAD 83)
 CS2599_MARKER: DR = REFERENCE MARK DISK
 CS2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2599+STABILITY: SURFACE MOTION
 CS2599
 CS2599  HISTORY     - Date     Condition        Report By
 CS2599  HISTORY     - 1949     MONUMENTED       CGS
 CS2599
 CS2599                          STATION DESCRIPTION
 CS2599
 CS2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2599'THIS STATION IS LOCATED ABOUT 13 FEET SOUTHEAST OF TRIANGULATION
 CS2599'STATION TALTY 1947 AND IS INCLUDED IN THE DESCRIPTION FOR
 CS2599'THAT STATION.  IT IS 14 FEET NORTH OF THE NORTHEAST CORNER
 CS2599'OF A LARGE SHED.  THE DISK IS STAMPED TALTY NO 3 1949 AND
 CS2599'IS SET 10 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2599'
 CS2599'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TALTY 1947
 CS2599'AND THE DISTANCE IS 13.48 FEET OR 4.109 METERS.
 CS2599'
 CS2599'TO REACH THE STATION FROM THE MOST SOUTHERLY OF 2 TRAFFIC
 CS2599'LIGHTS IN FORNEY, GO SOUTHEAST ON U.S. HIGHWAY 80 FOR 1.2
 CS2599'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, CROSS THE RAILROAD
 CS2599'TRACKS, AND GO 5.4 MILES TO A CROSSROAD AT TALTY.  TURN RIGHT
 CS2599'AND GO 1.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0741 ***********************************************************************
 EN0741  DESIGNATION -  TAMP
 EN0741  PID         -  EN0741
 EN0741  STATE/COUNTY-  TX/HALL
 EN0741  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0741
 EN0741                         *CURRENT SURVEY CONTROL
 EN0741  ___________________________________________________________________
 EN0741* NAD 83(1993)-  34 29 32.33225(N)    100 46 55.13299(W)     ADJUSTED  
 EN0741* NAVD 88     -       707.     (meters)    2320.     (feet)  SCALED    
 EN0741  ___________________________________________________________________
 EN0741  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EN0741  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EN0741
 EN0741  HORZ ORDER  -  SECOND
 EN0741
 EN0741.The horizontal coordinates were established by classical geodetic methods
 EN0741.and adjusted by the National Geodetic Survey in February 1996..
 EN0741
 EN0741.The orthometric height was scaled from a topographic map.
 EN0741
 EN0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0741
 EN0741.The geoid height was determined by GEOID03.
 EN0741
 EN0741;                    North         East     Units Scale Factor Converg.
 EN0741;SPC TX N     - 1,054,856.996   265,950.944   MT  1.00004028   +0 24 58.0
 EN0741;SPC TX N     - 3,460,809.99    872,540.72   sFT  1.00004028   +0 24 58.0
 EN0741;UTM  14      - 3,818,186.159   336,383.775   MT  0.99992998   -1 00 33.7
 EN0741
 EN0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0741!SPC TX N     -   0.99989337  x   1.00004028  =   0.99993364
 EN0741!UTM  14      -   0.99989337  x   0.99992998  =   0.99982335
 EN0741
 EN0741:                Primary Azimuth Mark                     Grid Az
 EN0741:SPC TX N     -  TAMP AZ MK                               055 41 44.1
 EN0741:UTM  14      -  TAMP AZ MK                               057 07 15.8
 EN0741
 EN0741|---------------------------------------------------------------------|
 EN0741| PID    Reference Object                     Distance      Geod. Az  |
 EN0741|                                                           dddmmss.s |
 EN0741| CX8772 TAMP AZ MK                                         0560642.1 |
 EN0741| EN0740 TAMP USGS 1964 RM 2                  17.674 METERS 06438     |
 EN0741| EN0742 TAMP USGS 1964                       15.974 METERS 29357     |
 EN0741| EN0743 TAMP USGS 1964 RM 1                  46.439 METERS 33611     |
 EN0741|---------------------------------------------------------------------|
 EN0741
 EN0741                          SUPERSEDED SURVEY CONTROL
 EN0741
 EN0741  NAD 83(1993)-  34 29 32.33350(N)    100 46 55.13138(W) AD(       ) 2
 EN0741  NAD 83(1986)-  34 29 32.33756(N)    100 46 55.12594(W) AD(       ) 2
 EN0741  NAD 27      -  34 29 32.12316(N)    100 46 53.64035(W) AD(       ) 2
 EN0741
 EN0741.Superseded values are not recommended for survey control.
 EN0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0741.See file dsdata.txt to determine how the superseded data were derived.
 EN0741
 EN0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3638418186(NAD 83)
 EN0741_MARKER: DS = TRIANGULATION STATION DISK
 EN0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0741
 EN0741  HISTORY     - Date     Condition        Report By
 EN0741  HISTORY     - 1964     MONUMENTED       CGS
 EN0741
 EN0741                          STATION DESCRIPTION
 EN0741
 EN0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0741'THE STATION IS ABOUT 11 MILES SOUTHWEST OF PLASKA, 9 MILES NORTHEAST
 EN0741'OF TURKEY AND 1/4 MILE WEST OF FARM ROAD 657, ON TOP OF A SMALL
 EN0741'KNOLL.
 EN0741'
 EN0741'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 86
 EN0741'IN TURKEY, GO NORTHEAST ON THE HIGHWAYS FOR 0.75 MILE TO WHERE
 EN0741'HIGHWAY 70 TURNS LEFT AND HIGHWAY 86 CONTINUES STRAIGHT AHEAD.
 EN0741'CONTINUE AHEAD ON HIGHWAY 86 FOR 8.35 MILES TO THE JUNCTION WITH
 EN0741'FARM ROAD 657.  TURN LEFT AND GO NORTH ON FARM ROAD 657 FOR 1.15
 EN0741'MILES TO A METAL GATE ON THE LEFT.  (TO REACH THE AZIMUTH MARK,
 EN0741'CONTINUE NORTH ON THE FARM ROAD FOR 0.15 MILE TO THE MARK ON
 EN0741'THE RIGHT.) TURN LEFT, PASSING THROUGH GATE AND GO WEST ON
 EN0741'GRADED ROAD FOR 0.2 MILE TO THE TOP OF RIDGE.  TURN LEFT, LEAVING
 EN0741'GRADED ROAD AND GO SOUTH FOR 0.05 MILE TO THE TOP OF THE KNOLL AND
 EN0741'THE STATION.
 EN0741'
 EN0741'STATION MARK IS A STANDARD DISK, STAMPED TAMP 1964, SET IN THE TOP
 EN0741'OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT
 EN0741'IS 2.6 FEET SOUTHEAST OF A WITNESS POST.
 EN0741'
 EN0741'TAMP (USGS) IS A BRONZE DISK, STAMPED TAMP 2318 1954, SET IN THE
 EN0741'TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 EN0741'ABOUT 1 FOOT HIGHER THAN THE STATION.
 EN0741'
 EN0741'REFERENCE MARK 1 (USGS) IS A BRONZE DISK, STAMPED TAMP NO 1 1954, SET
 EN0741'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 EN0741'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0741'
 EN0741'REFERENCE MARK 2 (USGS) IS A BRONZE DISK, STAMPED TAMP NO 2 1954, SET
 EN0741'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 EN0741'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0741'
 EN0741'AZIMUTH MARK IS A STANDARD DISK, STAMPED TAMP 1964, SET IN THE TOP
 EN0741'OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT
 EN0741'IS 49 FEET EAST OF THE CENTERLINE OF THE FARM ROAD, 2 FEET EAST OF
 EN0741'A WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0742 ***********************************************************************
 EN0742  DESIGNATION -  TAMP USGS 1964
 EN0742  PID         -  EN0742
 EN0742  STATE/COUNTY-  TX/HALL
 EN0742  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0742
 EN0742                         *CURRENT SURVEY CONTROL
 EN0742  ___________________________________________________________________
 EN0742* NAD 83(1993)-  34 29 32.54264(N)    100 46 55.70521(W)     ADJUSTED  
 EN0742* NAVD 88     -       707.     (meters)    2320.     (feet)  SCALED    
 EN0742  ___________________________________________________________________
 EN0742  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EN0742  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EN0742
 EN0742  HORZ ORDER  -  SECOND
 EN0742
 EN0742.The horizontal coordinates were established by classical geodetic methods
 EN0742.and adjusted by the National Geodetic Survey in February 1996..
 EN0742
 EN0742.The orthometric height was scaled from a topographic map.
 EN0742
 EN0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0742
 EN0742.The geoid height was determined by GEOID03.
 EN0742
 EN0742;                    North         East     Units Scale Factor Converg.
 EN0742;SPC TX N     - 1,054,863.374   265,936.297   MT  1.00004026   +0 24 57.7
 EN0742;SPC TX N     - 3,460,830.92    872,492.67   sFT  1.00004026   +0 24 57.7
 EN0742;UTM  14      - 3,818,192.898   336,369.293   MT  0.99993003   -1 00 34.0
 EN0742
 EN0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0742!SPC TX N     -   0.99989337  x   1.00004026  =   0.99993362
 EN0742!UTM  14      -   0.99989337  x   0.99993003  =   0.99982340
 EN0742
 EN0742                          SUPERSEDED SURVEY CONTROL
 EN0742
 EN0742  NAD 83(1993)-  34 29 32.54389(N)    100 46 55.70360(W) AD(       ) 2
 EN0742  NAD 83(1986)-  34 29 32.54795(N)    100 46 55.69816(W) AD(       ) 2
 EN0742  NAD 27      -  34 29 32.33356(N)    100 46 54.21256(W) AD(       ) 2
 EN0742
 EN0742.Superseded values are not recommended for survey control.
 EN0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0742.See file dsdata.txt to determine how the superseded data were derived.
 EN0742
 EN0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3636918193(NAD 83)
 EN0742_MARKER: DD = SURVEY DISK
 EN0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0742+STABILITY: SURFACE MOTION
 EN0742
 EN0742  HISTORY     - Date     Condition        Report By
 EN0742  HISTORY     - 1964     MONUMENTED       USGS
 EN0742
 EN0742                          STATION DESCRIPTION
 EN0742
 EN0742'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (JCC)
 EN0742'THE STATION IS ABOUT 11 MILES SOUTHWEST OF PLASKA, 9 MILES NORTHEAST
 EN0742'OF TURKEY AND 1/4 MILE WEST OF FARM ROAD 657, ON TOP OF A SMALL
 EN0742'KNOLL.
 EN0742'
 EN0742'THE STATION IS A USGS BRONZE DISK, STAMPED TAMP 2318 1954, SET IN THE
 EN0742'TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 EN0742'
 EN0742'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TAMP, THE
 EN0742'DISTANCE BEING 52.41 FEET OR 15.974 METERS WEST-NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1679 ***********************************************************************
 AB1679  DESIGNATION -  TANCA CARACITOS WINDMILL
 AB1679  PID         -  AB1679
 AB1679  STATE/COUNTY-  TX/WILLACY
 AB1679  USGS QUAD   -  EL JARDIN (1975)
 AB1679
 AB1679                         *CURRENT SURVEY CONTROL
 AB1679  ___________________________________________________________________
 AB1679* NAD 83(1993)-  26 34 28.35008(N)    097 33 17.77450(W)     ADJUSTED  
 AB1679* NAVD 88     -                                                        
 AB1679  ___________________________________________________________________
 AB1679  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AB1679  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AB1679
 AB1679  HORZ ORDER  -  THIRD
 AB1679
 AB1679.The horizontal coordinates were established by classical geodetic methods
 AB1679.and adjusted by the National Geodetic Survey in February 1996..
 AB1679
 AB1679
 AB1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1679
 AB1679.The geoid height was determined by GEOID03.
 AB1679
 AB1679;                    North         East     Units Scale Factor Converg.
 AB1679;SPC TX S     - 5,100,938.088   394,144.325   MT  0.99992232   +0 25 44.6
 AB1679;SPC TX S     -16,735,327.71  1,293,121.84   sFT  0.99992232   +0 25 44.6
 AB1679;UTM  14      - 2,940,125.257   643,916.995   MT  0.99985571   +0 38 47.7
 AB1679
 AB1679                          SUPERSEDED SURVEY CONTROL
 AB1679
 AB1679  NAD 83(1986)-  26 34 28.36267(N)    097 33 17.74005(W) AD(       ) 4
 AB1679  NAD 27      -  26 34 27.13500(N)    097 33 16.78900(W) AD(       ) 3
 AB1679
 AB1679.Superseded values are not recommended for survey control.
 AB1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1679.See file dsdata.txt to determine how the superseded data were derived.
 AB1679
 AB1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4391740125(NAD 83)
 AB1679_MARKER: 66 = WINDMILL
 AB1679
 AB1679  HISTORY     - Date     Condition        Report By
 AB1679  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1679
 AB1679                          STATION DESCRIPTION
 AB1679
 AB1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1679'LOCATED ON SAUZ RANCH ABOUT 15 MILES E OF RAYMONDVILLE.
 AB1679'TO REACH FROM THE SAUZ RANCH HOUSE, GO NW ON ROAD 0.2 MILE
 AB1679'TO GATE, PASS THROUGH GATE AND FOLLOW GRADED ROAD NNE 1.25
 AB1679'MILES TO BRIDGE, CONTINUE ON GRADED ROAD 1.3 MILES TO FORK
 AB1679'OF GRADED ROAD, TAKE LEFT FORK 100 FT. THEN RIGHT ON DIM
 AB1679'TRACK ROAD 0.25 MILE TO GATE, PASS THROUGH AND CONTINUE
 AB1679'ON TRACK ROAD N 0.9 MILE TO GATE, PASS THROUGH AND GO 600
 AB1679'FT. TO GATE, PASS THROUGH AND GO 1.6 MILES N ON TRACK ROAD
 AB1679'TO A REVERSE FORK AND FENCE LINE WITH NO FENCE, CONTINUE
 AB1679'NW ON TRACK ROAD 0.5 MILE TO FORK, TAKE RIGHT FORK 0.6 MILE
 AB1679'TO WINDMILL AND STATION.
 AB1679'
 AB1679'THE STATION IS THE TANCA CARACITOS WINDMILL.  THE WINDMILL
 AB1679'HAS A WOODEN TOWER AND IS ABOUT 35 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1044 ***********************************************************************
 GK1044  DESIGNATION -  TANDY
 GK1044  PID         -  GK1044
 GK1044  STATE/COUNTY-  TX/ROBERTS
 GK1044  USGS QUAD   -  PICKETT RANCH CREEK (1973)
 GK1044
 GK1044                         *CURRENT SURVEY CONTROL
 GK1044  ___________________________________________________________________
 GK1044* NAD 83(1993)-  36 00 37.89473(N)    100 38 53.83297(W)     ADJUSTED  
 GK1044* NAVD 88     -       826.     (meters)    2710.     (feet)  SCALED    
 GK1044  ___________________________________________________________________
 GK1044  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 GK1044  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GK1044
 GK1044  HORZ ORDER  -  FIRST
 GK1044
 GK1044.The horizontal coordinates were established by classical geodetic methods
 GK1044.and adjusted by the National Geodetic Survey in February 1996..
 GK1044
 GK1044.The orthometric height was scaled from a topographic map.
 GK1044
 GK1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1044
 GK1044.The geoid height was determined by GEOID03.
 GK1044
 GK1044;                    North         East     Units Scale Factor Converg.
 GK1044;SPC TX N     - 1,223,377.149   276,779.690   MT  0.99996426   +0 29 37.0
 GK1044;SPC TX N     - 4,013,696.53    908,068.03   sFT  0.99996426   +0 29 37.0
 GK1044;UTM  14      - 3,986,372.383   351,457.181   MT  0.99987188   -0 58 09.3
 GK1044
 GK1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1044!SPC TX N     -   0.99987468  x   0.99996426  =   0.99983894
 GK1044!UTM  14      -   0.99987468  x   0.99987188  =   0.99974657
 GK1044
 GK1044|---------------------------------------------------------------------|
 GK1044| PID    Reference Object                     Distance      Geod. Az  |
 GK1044|                                                           dddmmss.s |
 GK1044| CL3370 TANDY RM 1                           14.736 METERS 08429     |
 GK1044| CL3369 TANDY AZ MK                                        1811518.9 |
 GK1044| CL3371 TANDY RM 2                           12.868 METERS 28546     |
 GK1044|---------------------------------------------------------------------|
 GK1044
 GK1044                          SUPERSEDED SURVEY CONTROL
 GK1044
 GK1044  NAD 83(1993)-  36 00 37.89516(N)    100 38 53.83276(W) AD(       ) 1
 GK1044  NAD 83(1986)-  36 00 37.90122(N)    100 38 53.82118(W) AD(       ) 1
 GK1044  NAD 27      -  36 00 37.75800(N)    100 38 52.31400(W) AD(       ) 1
 GK1044
 GK1044.Superseded values are not recommended for survey control.
 GK1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1044.See file dsdata.txt to determine how the superseded data were derived.
 GK1044
 GK1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5145786372(NAD 83)
 GK1044_MARKER: DS = TRIANGULATION STATION DISK
 GK1044_SETTING: 66 = SET IN ROCK OUTCROP
 GK1044
 GK1044  HISTORY     - Date     Condition        Report By
 GK1044  HISTORY     - 1952     MONUMENTED       CGS
 GK1044
 GK1044                          STATION DESCRIPTION
 GK1044
 GK1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK1044'THE STATION IS LOCATED ABOUT 17 MILES NORTHWEST OF CANADIAN.  3
 GK1044'MILES SOUTH OF THE ROBERTS-OCHILTREE COUNTY LINE.  2 MILES
 GK1044'NORTH OF THE CANADIAN RIVER.  1 MILE NORTH OF THE MAIN ROAD ALONG
 GK1044'THE NORTH SIDE OF THE CANADIAN RIVER.  0.5 MILE NORTH OF A
 GK1044'WINDMILL AND FEED LOT.  AND ON THE SUMMIT OF A SMALL FLAT-TOPPED,
 GK1044'RIM-ROCK CAPPED, BUTTE, THAT IS THE HIGHEST IN THE
 GK1044'IMMEDIATE VICINITY.
 GK1044'
 GK1044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND
 GK1044'83, WHICH IS 2.2 MILES NORTHEAST OF CANADIAN.  GO NORTHWESTERLY
 GK1044'ON U.S. HIGHWAY 83 FOR 7.3 MILES TO A T-ROAD WEST AT A CATTLE
 GK1044'GUARD.  TURN LEFT ACROSS CATTLE GUARD AND FOLLOW THE MAIN ROAD
 GK1044'ALONG THE NORTH SIDE OF THE CANADIAN RIVER FOR 8.4 MILES TO A
 GK1044'TWO STORY RANCH HOUSE ON THE LEFT.  CONTINUE WESTERLY ON THE
 GK1044'DIRT ROAD FOR 2.4 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT ON
 GK1044'THE TRACK ROAD AND GO NORTHERLY FOR 0.1 MILE TO A GATE IN AN
 GK1044'EAST-WEST FENCE.  PASS THROUGH THE GATE, KEEP THE LEFT FORK
 GK1044'AND GO NORTHERLY ON THE TRACK ROAD 0.25 MILE TO A FEED LOT.
 GK1044'BEAR LEFT AND GO 0.05 MILE TO A WINDMILL AND RESERVOIR.
 GK1044'CONTINUE NORTHWEST FOR 0.1 MILE, KEEPING TO THE LEFT OF A
 GK1044'SMALL KNOLL AND GO UP ONTO A LOW RIDGE AND AZIMUTH MARK,
 GK1044'150 YARDS SOUTHWEST OF A SMALL RESERVOIR AND 70 YARDS NORTHWEST
 GK1044'OF A SMALL KNOLL.  CONTINUE NORTHERLY UP THE VALLEY FOR 0.6
 GK1044'MILE TO THE WEST SIDE OF THE BUTTE.  TURN RIGHT, EAST, AND
 GK1044'PICK WAY UP THE GRASSY SLOPE OF THE BASE OF THE BUTTE FOR
 GK1044'A SHORT DISTANCE TO THE END OF TRUCK TRAVEL.  PACK EASTERLY UP
 GK1044'BUTTE ABOUT 200 YARDS TO THE STATION NEAR THE NORTHWEST END
 GK1044'OF THE BUTTE.
 GK1044'
 GK1044'THE STATION MARK, STAMPED TANDY 1951, IS A BRONZE DISK SET
 GK1044'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF
 GK1044'THE GROUND.  IT IS 22 YARDS SOUTH OF THE NORTH EDGE OF THE BUTTE.
 GK1044'15 YARDS NORTH OF A LONE BUSH.  45 FEET EAST OF A BREAK IN THE
 GK1044'RIMROCK ON THE NORTHWESTERN EDGE OF THE BUTTE.  AND ON THE
 GK1044'HIGHEST PART OF THE BUTTE.
 GK1044'
 GK1044'REFERENCE MARK NO. 1, STAMPED TANDY NO 1 1951, IS A BRONZE
 GK1044'DISK SET IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE
 GK1044'GROUND.  IT IS 30 FEET WEST OF THE EASTERN EDGE OF THE BUTTE
 GK1044'AND 30 FEET NORTHEAST OF A LONE BUSH.
 GK1044'
 GK1044'REFERENCE MARK NO. 2, STAMPED TANDY NO 2 1951, IS A BRONZE
 GK1044'DISK SET IN THE RIMROCK AROUND THE NORTHWESTERN SIDE OF THE
 GK1044'BUTTE AND 10 YARDS NORTH OF A BREAK IN THE RIMROCK.
 GK1044'
 GK1044'THE AZIMUTH MARK, STAMPED TANDY 1951, IS A BRONZE DISK SET IN
 GK1044'BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ON
 GK1044'THE NORTHEAST EDGE OF THE LOW RIDGE AND ON THE MOST WESTERLY OF
 GK1044'SEVERAL ROCK OUTCROPS.  IT IS 3 FEET WEST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2055 ***********************************************************************
 AY2055  DESIGNATION -  TANG
 AY2055  PID         -  AY2055
 AY2055  STATE/COUNTY-  TX/UVALDE
 AY2055  USGS QUAD   -  UVALDE (1971)
 AY2055
 AY2055                         *CURRENT SURVEY CONTROL
 AY2055  ___________________________________________________________________
 AY2055* NAD 83(1993)-  29 12 02.67255(N)    099 50 40.01060(W)     ADJUSTED  
 AY2055* NAVD 88     -       284.0    (meters)     932.     (feet)  VERTCON   
 AY2055  ___________________________________________________________________
 AY2055  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AY2055  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AY2055
 AY2055  HORZ ORDER  -  FIRST
 AY2055
 AY2055.The horizontal coordinates were established by classical geodetic methods
 AY2055.and adjusted by the National Geodetic Survey in February 1996..
 AY2055
 AY2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2055
 AY2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2055
 AY2055.The geoid height was determined by GEOID03.
 AY2055
 AY2055;                    North         East     Units Scale Factor Converg.
 AY2055;SPC TXSC     - 4,151,841.613   517,889.173   MT  0.99986597   -0 24 49.3
 AY2055;SPC TXSC     -13,621,500.36  1,699,108.06   sFT  0.99986597   -0 24 49.3
 AY2055;UTM  14      - 3,230,521.633   417,908.732   MT  0.99968315   -0 24 43.2
 AY2055
 AY2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2055!SPC TXSC     -   0.99995899  x   0.99986597  =   0.99982497
 AY2055!UTM  14      -   0.99995899  x   0.99968315  =   0.99964216
 AY2055
 AY2055|---------------------------------------------------------------------|
 AY2055| PID    Reference Object                     Distance      Geod. Az  |
 AY2055|                                                           dddmmss.s |
 AY2055| CV6460 TANG RM 1                             8.426 METERS 00940     |
 AY2055| AY2053 UVALDE ST HWY DEPT RAD MAST         APPROX. 3.8 KM 0860212.5 |
 AY2055| CV6459 TANG AZ MK                                         0905454.7 |
 AY2055| AY2049 UVALDE VALLEY COMM RAD MAST         APPROX. 6.6 KM 1091046.3 |
 AY2055| CV6461 TANG RM 2                            21.658 METERS 27518     |
 AY2055|---------------------------------------------------------------------|
 AY2055
 AY2055                          SUPERSEDED SURVEY CONTROL
 AY2055
 AY2055  NAD 83(1986)-  29 12 02.67024(N)    099 50 39.99113(W) AD(       ) 1
 AY2055  NAD 27      -  29 12 01.80810(N)    099 50 38.77670(W) AD(       ) 1
 AY2055  NGVD 29 (07/19/86)  283.9    (m)          931.     (f) VERT ANG       
 AY2055
 AY2055.Superseded values are not recommended for survey control.
 AY2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2055.See file dsdata.txt to determine how the superseded data were derived.
 AY2055
 AY2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1790930522(NAD 83)
 AY2055_MARKER: DS = TRIANGULATION STATION DISK
 AY2055_SETTING: 66 = SET IN ROCK OUTCROP
 AY2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2055+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AY2055
 AY2055  HISTORY     - Date     Condition        Report By
 AY2055  HISTORY     - 1972     MONUMENTED       NGS
 AY2055  HISTORY     - 20021110 MARK NOT FOUND   USPSQD
 AY2055  HISTORY     - 20040512 GOOD             USPSQD
 AY2055
 AY2055                          STATION DESCRIPTION
 AY2055
 AY2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2055'THE STATION IS ABOUT 17-1/2 MILES NORTH OF LA PRYOR, 1 MILE SOUTH
 AY2055'AND 4 MILES WEST OF UVALDE, ON THE SOUTH RIGHT-OF-WAY OF U.S.
 AY2055'HIGHWAY 90.
 AY2055'
 AY2055'TO REACH THE STATION FROM THE POST OFFICE IN UVALDE, GO WEST ON U.S.
 AY2055'HIGHWAY 90 FOR 3.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AY2055'WEST ON U.S. HIGHWAY 90 FOR 0.65 MILE TO THE STATION ON THE LEFT.
 AY2055'
 AY2055'STATION MARK IS A STANDARD DISK, STAMPED TANG 1972, CEMENTED IN A
 AY2055'DRILL HOLE IN ROCK OUTCROP, THAT IS 2 INCHES BELOW THE GROUND
 AY2055'SURFACE. IT IS 55.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 90, 15.4
 AY2055'FEET NORTH OF A FENCE AND 15.2 FEET NORTH OF A WITNESS POST.
 AY2055'
 AY2055'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TANG NO 1 1972, CEMENTED
 AY2055'IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT
 AY2055'IS 42.6 FEET NORTH OF THE FENCE, 42.4 FEET NORTH OF THE WITNESS
 AY2055'POST, 27.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 90 AND ABOUT 1
 AY2055'FOOT LOWER THAN THE STATION.
 AY2055'
 AY2055'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TANG NO 2 1972, CEMENTED
 AY2055'IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT
 AY2055'IS 74.0 FEET WEST-NORTHWEST OF THE WITNESS POST, 52.0 FEET SOUTH OF
 AY2055'THE CENTER OF U.S. HIGHWAY 90, 18.0 FEET NORTH OF THE FENCE AND
 AY2055'ABOUT THE SAME ELEVATION AS THE STATION.
 AY2055'
 AY2055'AZIMUTH MARK IS A STANDARD DISK, STAMPED TANG 1972, CEMENTED IN A
 AY2055'DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT IS
 AY2055'62.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 90, 23.0 FEET
 AY2055'SOUTH-SOUTHWEST OF A WITNESS POST AND 22.5 FEET SOUTH OF A FENCE.
 AY2055'
 AY2055'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 AY2055
 AY2055                          STATION RECOVERY (2002)
 AY2055
 AY2055'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY2055'STATION MARK, RM 1 AND RM 2 NOT FOUND. AZIMUTH MARK FOUND IN GOOD
 AY2055'CONDITION.
 AY2055
 AY2055                          STATION RECOVERY (2004)
 AY2055
 AY2055'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY2055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8393 ***********************************************************************
 AH8393  DESIGNATION -  TANG
 AH8393  PID         -  AH8393
 AH8393  STATE/COUNTY-  TX/ARANSAS
 AH8393  USGS QUAD   -  PORT ARANSAS (1975)
 AH8393
 AH8393                         *CURRENT SURVEY CONTROL
 AH8393  ___________________________________________________________________
 AH8393* NAD 83(1993)-  27 49 51.52354(N)    097 06 18.60949(W)     ADJUSTED  
 AH8393* NAVD 88     -         7.1    (meters)      23.     (feet)  VERT ANG  
 AH8393  ___________________________________________________________________
 AH8393  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AH8393  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH8393
 AH8393  HORZ ORDER  -  THIRD
 AH8393
 AH8393.The horizontal coordinates were established by classical geodetic methods
 AH8393.and adjusted by the National Geodetic Survey in August 1998..
 AH8393
 AH8393.The orthometric height was determined by vertical angle observations.
 AH8393
 AH8393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8393
 AH8393.The geoid height was determined by GEOID03.
 AH8393
 AH8393;                    North         East     Units Scale Factor Converg.
 AH8393;SPC TXSC     - 4,001,251.495   786,699.057   MT  1.00020430   +0 55 41.9
 AH8393;SPC TXSC     -13,127,439.28  2,581,028.49   sFT  1.00020430   +0 55 41.9
 AH8393;UTM  14      - 3,079,920.223   686,613.748   MT  1.00002986   +0 53 05.6
 AH8393
 AH8393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8393!SPC TXSC     -   1.00000303  x   1.00020430  =   1.00020733
 AH8393!UTM  14      -   1.00000303  x   1.00002986  =   1.00003289
 AH8393
 AH8393                          SUPERSEDED SURVEY CONTROL
 AH8393
 AH8393.No superseded survey control is available for this station.
 AH8393
 AH8393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8661479920(NAD 83)
 AH8393_MARKER: DD = SURVEY DISK
 AH8393_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8393_STAMPING: TANG 1989
 AH8393_MARK LOGO: NOS   
 AH8393_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8393+STABILITY: SURFACE MOTION
 AH8393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8393+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8393
 AH8393  HISTORY     - Date     Condition        Report By
 AH8393  HISTORY     - 1989     MONUMENTED       NOS
 AH8393
 AH8393                          STATION DESCRIPTION
 AH8393
 AH8393'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8393'THE STATION IS LOCATED ON A HIGH SPOIL AREA SOUTH OF CORPUS CHRISTI
 AH8393'CHANNEL, AND EAST FROM A CHANNEL LEADING TO MUSTANG BEACH, ON THE NW
 AH8393'PART OF MUSTANG ISLAND. TO REACH THE STATION FROM THE MUSTANG ISLAND
 AH8393'MARINA, GO NW OUT THROUGH A LAGOON TO THE LAST SPOIL AREA ON THE RIGHT
 AH8393'BEFORE REACHING CORPUS CHRISTI CHANNEL.  LAND ON THE EAST BANK AND
 AH8393'CLIMB THE DUNE TO THE STATION ON TOP. THE STATION IS STAMPED---TANG
 AH8393'1989---, AND IS AN ALUMINUM DISK ATTACHED TO THE TOP OF A 42 INCH
 AH8393'ALUMINUM ROD WHICH IS SURROUNDED BY A MASS OF CONCRETE.  IT IS LOCATED
 AH8393'APPROXIMATELY 80 METERS SOUTH FROM THE SOUTH BANK, AND APPROXIMATELY
 AH8393'30 METERS EAST FROM THE EAST EDGE OF THE LAGOON LEADING TO MUSTANG
 AH8393'BEACH. DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0200 ***********************************************************************
 AN0200  DESIGNATION -  TANGENT
 AN0200  PID         -  AN0200
 AN0200  STATE/COUNTY-  TX/MATAGORDA
 AN0200  USGS QUAD   -  BLESSING (1995)
 AN0200
 AN0200                         *CURRENT SURVEY CONTROL
 AN0200  ___________________________________________________________________
 AN0200* NAD 83(1993)-  28 46 50.41685(N)    096 12 35.65635(W)     ADJUSTED  
 AN0200* NAVD 88     -         7.47   (+/-2cm)      24.5    (feet)  VERTCON   
 AN0200  ___________________________________________________________________
 AN0200  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AN0200  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0200
 AN0200  HORZ ORDER  -  THIRD
 AN0200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0200
 AN0200.The horizontal coordinates were established by classical geodetic methods
 AN0200.and adjusted by the National Geodetic Survey in February 1996..
 AN0200
 AN0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0200.The vertical order pertains to the NGVD 29 superseded value.
 AN0200
 AN0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0200
 AN0200.The geoid height was determined by GEOID03.
 AN0200
 AN0200;                    North         East     Units Scale Factor Converg.
 AN0200;SPC TXSC     - 4,108,241.066   872,385.328   MT  0.99990969   +1 22 00.9
 AN0200;SPC TXSC     -13,478,454.23  2,862,150.86   sFT  0.99990969   +1 22 00.9
 AN0200;UTM  14      - 3,186,880.963   772,384.955   MT  1.00051571   +1 20 38.9
 AN0200
 AN0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0200!SPC TXSC     -   1.00000305  x   0.99990969  =   0.99991274
 AN0200!UTM  14      -   1.00000305  x   1.00051571  =   1.00051876
 AN0200
 AN0200:                Primary Azimuth Mark                     Grid Az
 AN0200:SPC TXSC     -  PRAIRIE SCHOOLHOUSE CUPOLA               047 15 12.6
 AN0200:UTM  14      -  PRAIRIE SCHOOLHOUSE CUPOLA               047 16 34.6
 AN0200
 AN0200|---------------------------------------------------------------------|
 AN0200| PID    Reference Object                     Distance      Geod. Az  |
 AN0200|                                                           dddmmss.s |
 AN0200| AN2206 PRAIRIE SCHOOLHOUSE CUPOLA          APPROX. 4.5 KM 0483713.5 |
 AN0200| AN0199 TANGENT 2                             9.019 METERS 09104     |
 AN0200| AN2227 LIGGETTS CONCRETE SILO              APPROX. 6.3 KM 1510401.0 |
 AN0200| AN0201 TANGENT RM 1                         33.000 METERS 18230     |
 AN0200| AN0209 RAIL                                APPROX. 4.3 KM 1910542.7 |
 AN0200| AN2207 SECTION HOUSE CHIMNEY               APPROX. 2.8 KM 1974730.5 |
 AN0200| AN2233 HARRISONS SILO                      APPROX. 4.8 KM 2250701.8 |
 AN0200| AN0202 TANGENT RM 2                         32.650 METERS 27314     |
 AN0200|---------------------------------------------------------------------|
 AN0200
 AN0200                          SUPERSEDED SURVEY CONTROL
 AN0200
 AN0200  NAD 83(1986)-  28 46 50.42961(N)    096 12 35.62620(W) AD(       ) 3
 AN0200  NAD 27      -  28 46 49.47700(N)    096 12 34.74900(W) AD(       ) 3
 AN0200  NGVD 29 (??/??/92)    7.534  (m)           24.72   (f) ADJ UNCH    2 0
 AN0200
 AN0200.Superseded values are not recommended for survey control.
 AN0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0200.See file dsdata.txt to determine how the superseded data were derived.
 AN0200
 AN0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7238586881(NAD 83)
 AN0200_MARKER: DS = TRIANGULATION STATION DISK
 AN0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0200_STAMPING: TANGENT 1934
 AN0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0200+STABILITY: SURFACE MOTION
 AN0200
 AN0200  HISTORY     - Date     Condition        Report By
 AN0200  HISTORY     - 1934     MONUMENTED       CGS
 AN0200  HISTORY     - 1934     GOOD             CGS
 AN0200  HISTORY     - 1937     GOOD             TXHD
 AN0200  HISTORY     - 1941     GOOD             CGS
 AN0200  HISTORY     - 1944     GOOD             CGS
 AN0200  HISTORY     - 1954     GOOD             CGS
 AN0200  HISTORY     - 1958     MARK NOT FOUND   DOWCO
 AN0200  HISTORY     - 1962     GOOD             CGS
 AN0200  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AN0200  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0200
 AN0200                          STATION DESCRIPTION
 AN0200
 AN0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN0200'ON THE E SIDE OF STATE HIGHWAY 58 (PALACIOS-BLESSING), 5.5
 AN0200'MILES N OF TURN OF HIGHWAY FROM S TO W ABOUT 0.5 MILE E OF
 AN0200'PALACIOS, 16.3 METERS E OF THE CENTER LINE OF HIGHWAY 58,
 AN0200'0.9 METER E OF THE E FENCELINE OF THE HIGHWAY, ABOUT 3.0
 AN0200'METERS S OF THE E PROLONGATION OF AN E-W FENCE (PROBABLY
 AN0200'SECTION LINE) ON THE W SIDE OF HIGHWAY, AND ABOUT 33.0
 AN0200'METERS N OF THE FARMHOUSE ENTRANCE ON THE W SIDE OF THE
 AN0200'HIGHWAY.
 AN0200'
 AN0200'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN0200'SET IN CONCRETE.
 AN0200'
 AN0200'REFERENCE MARK 1 IS DUE E OF THE FARMHOUSE ENTRANCE, ABOUT
 AN0200'36.0 METERS S OF THE SECTION-LINE FENCE PRODUCED.  IT IS
 AN0200'APPROXIMATELY IN THE E FENCELINE OF HIGHWAY 58 AND ABOUT 15.4
 AN0200'METERS E OF THE CENTER LINE OF THE HIGHWAY.
 AN0200'
 AN0200'REFERENCE MARK 2 IS IN THE NE CORNER OF THE BARNYARD OF THE
 AN0200'FARMHOUSE MENTIONED ABOVE, ON THE W SIDE OF HIGHWAY 58.  IT
 AN0200'IS ABOUT 0.5 METER S OF THE SECTION-LINE FENCE, ABOUT 0.9
 AN0200'METER W OF THE W FENCELINE OF THE HIGHWAY, ABOUT 16.3 METERS
 AN0200'W OF THE CENTER LINE OF HIGHWAY 58, AND ABOUT 35.0 METERS
 AN0200'N OF THE FARMHOUSE ENTRANCE.
 AN0200
 AN0200                          STATION RECOVERY (1934)
 AN0200
 AN0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AN0200'5.9 MI S FROM BLESSING.
 AN0200'5.9 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0200'HIGHWAY 93 AT BLESSING, MATAGORDA COUNTY, 100 FEET NORTH OF THE M.D.
 AN0200'JONES RANCHHOUSE IN 1941, 53.5 FEET EAST OF THE CENTER LINE OF THE
 AN0200'HIGHWAY, 3.5 FEET EAST OF A NORTH-AND-SOUTH FENCE, 3 FEET SOUTH OF A
 AN0200'FENCE ACROSS THE HIGHWAY, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN0200'POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED TANGENT 1934 AND
 AN0200'SET IN THE TOP OF A CONCRETE POST.
 AN0200
 AN0200                          STATION RECOVERY (1937)
 AN0200
 AN0200'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN0200'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 AN0200
 AN0200                          STATION RECOVERY (1941)
 AN0200
 AN0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 AN0200'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0200'CONDITION.
 AN0200'
 AN0200'STATION IS 5.5 MILES N OF A SHARP CURVE IN STATE HIGHWAY
 AN0200'35 AT PALACIOS, ABOUT 100 FEET N OF RANCH HOUSE, 3.5 FEET
 AN0200'E OF RIGHT-OF-WAY FENCE, AND 4 FEET S OF A 4- BY 4-INCH WOODEN
 AN0200'WITNESS POST.  MARK IS STAMPED TANGENT 1934 AND PROJECTS
 AN0200'ABOUT 0.4 FOOT.
 AN0200'
 AN0200'REFERENCE MARK 1 IS 49.3 FEET E OF THE CENTER LINE OF THE
 AN0200'HIGHWAY, IN FENCELINE, AND E OF RANCH HOUSE.  IT IS STAMPED
 AN0200'TANGENT NO 1 1934 AND PROJECTS ABOUT 0.5 FOOT.
 AN0200'
 AN0200'REFERENCE MARK 2 IS AT NE CORNER OF A GARDEN PLOT AND 3.0
 AN0200'FEET S OF E-W FENCE.  IT IS STAMPED TANGENT NO 2 1934 AND
 AN0200'PROJECTS ABOUT 0.4 FOOT.
 AN0200
 AN0200                          STATION RECOVERY (1944)
 AN0200
 AN0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AN0200'STATION AND REFERENCE MARK 2 RECOVERED AS DESCRIBED.
 AN0200
 AN0200                          STATION RECOVERY (1954)
 AN0200
 AN0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (BDP)
 AN0200'STATION RECOVERED AS DESCRIBED.
 AN0200
 AN0200                          STATION RECOVERY (1958)
 AN0200
 AN0200'RECOVERY NOTE BY DOW CHEMICAL COMPANY 1958 (EWM)
 AN0200'RECOVERY BY E.W. MEYER, REFERENCE TO LETTER DATED APRIL
 AN0200'30, 1958 FROM HERMAN D. SMITH, SURVEYOR, DOW CHEMICAL COMPANY.
 AN0200'
 AN0200'STATION WAS SEARCHED FOR, BUT FAILED TO RECOVER THE STATION
 AN0200'OR ANY OF THE REFERENCE MARKS.  THE FARM HOUSE, BARNYARD, GARDEN
 AN0200'PLOT, AND SECTION LINE FENCE WEST OF THE HIGHWAY ARE NOW GONE.
 AN0200'THE RANCH HOUSE 100 FEET SOUTH OF THE STATION SITE IS STILL
 AN0200'IN EXISTANCE.  NO ONE WAS HOME FOR LOCAL INFORMATION AS TO
 AN0200'THE HISTORY OF THE STATION.
 AN0200
 AN0200                          STATION RECOVERY (1962)
 AN0200
 AN0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JRN)
 AN0200'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 AN0200'MARK NO. 1 COULD NOT BE LOCATED.  REFERENCE MARK NO. 2 HAS
 AN0200'BEEN TILTED TO ONE SIDE.  FARM HOUSE IS NO LONGER THERE BUT
 AN0200'PROPERTY LINES AND OTHER FEATURES ARE STILL THERE.
 AN0200
 AN0200                          STATION RECOVERY (1963)
 AN0200
 AN0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AN0200'STATION RECOVERED.  THE STATION AND REFERENCE MARK 1 WERE
 AN0200'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 HAD PREVIOUSLY BEEN
 AN0200'DESTROYED AND MONUMENT WAS FOUND LAYING ON TOP THE SURFACE.
 AN0200'
 AN0200'AS REQUESTED BY THE TEXAS STATE HIGHWAY DEPARTMENT THE MARKS
 AN0200'WERE MOVED OUT OF THE HIGHWAY CONSTRUCTION AREA.
 AN0200'
 AN0200'TANGENT 2 AND REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED.
 AN0200'THE SURFACE STATION MARK AND REFERENCE DISKS WERE REMOVED
 AN0200'(DESTROYED) FROM THE 1934 POSITION.
 AN0200
 AN0200                          STATION RECOVERY (1991)
 AN0200
 AN0200'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1395 ***********************************************************************
 AJ1395  DESIGNATION -  TANGENT
 AJ1395  PID         -  AJ1395
 AJ1395  STATE/COUNTY-  TX/WEBB
 AJ1395  USGS QUAD   -  MIRANDO CITY (1980)
 AJ1395
 AJ1395                         *CURRENT SURVEY CONTROL
 AJ1395  ___________________________________________________________________
 AJ1395* NAD 83(1993)-  27 22 42.83832(N)    099 07 22.26636(W)     ADJUSTED  
 AJ1395* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 AJ1395  ___________________________________________________________________
 AJ1395  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AJ1395  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AJ1395
 AJ1395  HORZ ORDER  -  THIRD
 AJ1395
 AJ1395.The horizontal coordinates were established by classical geodetic methods
 AJ1395.and adjusted by the National Geodetic Survey in February 1996..
 AJ1395
 AJ1395.The orthometric height was scaled from a topographic map.
 AJ1395
 AJ1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1395
 AJ1395.The geoid height was determined by GEOID03.
 AJ1395
 AJ1395;                    North         East     Units Scale Factor Converg.
 AJ1395;SPC TX S     - 5,189,817.432   238,392.679   MT  0.99991641   -0 16 58.0
 AJ1395;SPC TX S     -17,026,926.02    782,126.65   sFT  0.99991641   -0 16 58.0
 AJ1395;UTM  14      - 3,028,372.051   487,852.315   MT  0.99960182   -0 03 23.4
 AJ1395
 AJ1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1395!SPC TX S     -   0.99997666  x   0.99991641  =   0.99989308
 AJ1395!UTM  14      -   0.99997666  x   0.99960182  =   0.99957849
 AJ1395
 AJ1395:                Primary Azimuth Mark                     Grid Az
 AJ1395:SPC TX S     -  AGUILARES CHURCH SPIRE                   024 10 20.7
 AJ1395:UTM  14      -  AGUILARES CHURCH SPIRE                   023 56 46.1
 AJ1395
 AJ1395|---------------------------------------------------------------------|
 AJ1395| PID    Reference Object                     Distance      Geod. Az  |
 AJ1395|                                                           dddmmss.s |
 AJ1395| AJ1393 AGUILARES CHURCH SPIRE              APPROX. 8.6 KM 0235322.7 |
 AJ1395| AJ1403 GEORGE                              APPROX.18.7 KM 2602827.0 |
 AJ1395|---------------------------------------------------------------------|
 AJ1395
 AJ1395                          SUPERSEDED SURVEY CONTROL
 AJ1395
 AJ1395  NAD 83(1986)-  27 22 42.83916(N)    099 07 22.23777(W) AD(       ) 3
 AJ1395  NAD 27      -  27 22 41.75541(N)    099 07 21.08519(W) AD(       ) 3
 AJ1395
 AJ1395.Superseded values are not recommended for survey control.
 AJ1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1395.See file dsdata.txt to determine how the superseded data were derived.
 AJ1395
 AJ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR8785228372(NAD 83)
 AJ1395_MARKER: Z = SEE DESCRIPTION
 AJ1395_SETTING: 0 = UNSPECIFIED SETTING
 AJ1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1395
 AJ1395  HISTORY     - Date     Condition        Report By
 AJ1395  HISTORY     - 1920     MONUMENTED       USGS
 AJ1395
 AJ1395                          STATION DESCRIPTION
 AJ1395
 AJ1395'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1395'FROM AGUILARES RAILROAD STATION, TAKE RD. LEADING S. 6.0 MI. S. OF
 AJ1395'AGUILARES, THE RD. CROSSES A PINNACLE SHAPED HILL.  STATION IS ON THE
 AJ1395'HIGHEST POINT OF THIS HILL AND 20 FT. W. OF RD.
 AJ1395'
 AJ1395'STATION MARK - STANDARD IRON POST SET IN GROUND, PROJECTING 8 IN.
 AJ1395'ABOVE SURFACE.
 AJ1395'
 AJ1395'REFERENCE MARK - 3/8 IN. IRON BOLT IN CONCRETE POST, 15.42 FT. FROM
 AJ1395'STATION, N 56 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1630 ***********************************************************************
 FL1630  DESIGNATION -  TANGENT
 FL1630  PID         -  FL1630
 FL1630  STATE/COUNTY-  TX/CARSON
 FL1630  USGS QUAD   -  LAKE MC CONNELL (1965)
 FL1630
 FL1630                         *CURRENT SURVEY CONTROL
 FL1630  ___________________________________________________________________
 FL1630* NAD 83(1993)-  35 31 54.70424(N)    101 07 07.46307(W)     ADJUSTED  
 FL1630* NAVD 88     -       983.     (meters)    3225.     (feet)  SCALED    
 FL1630  ___________________________________________________________________
 FL1630  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 FL1630  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL1630
 FL1630  HORZ ORDER  -  FIRST
 FL1630
 FL1630.The horizontal coordinates were established by classical geodetic methods
 FL1630.and adjusted by the National Geodetic Survey in February 1996..
 FL1630
 FL1630.The orthometric height was scaled from a topographic map.
 FL1630
 FL1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1630
 FL1630.The geoid height was determined by GEOID03.
 FL1630
 FL1630;                    North         East     Units Scale Factor Converg.
 FL1630;SPC TX N     - 1,170,006.605   234,574.746   MT  0.99991285   +0 13 15.4
 FL1630;SPC TX N     - 3,838,596.67    769,600.65   sFT  0.99991285   +0 13 15.4
 FL1630;UTM  14      - 3,934,091.814   307,906.507   MT  1.00005474   -1 13 54.1
 FL1630
 FL1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1630!SPC TX N     -   0.99984981  x   0.99991285  =   0.99976267
 FL1630!UTM  14      -   0.99984981  x   1.00005474  =   0.99990454
 FL1630
 FL1630|---------------------------------------------------------------------|
 FL1630| PID    Reference Object                     Distance      Geod. Az  |
 FL1630|                                                           dddmmss.s |
 FL1630| CJ8592 TANGENT RM 1                         37.426 METERS 12819     |
 FL1630| CJ8593 TANGENT RM 2                         38.331 METERS 23129     |
 FL1630| CJ8590 TANGENT AZ MK                                      3022544.3 |
 FL1630| FL1635 SKELLYTOWN N NATURAL GAS MAST       APPROX. 7.6 KM 3150524.9 |
 FL1630|---------------------------------------------------------------------|
 FL1630
 FL1630                          SUPERSEDED SURVEY CONTROL
 FL1630
 FL1630  NAD 83(1993)-  35 31 54.70579(N)    101 07 07.46124(W) AD(       ) 1
 FL1630  NAD 83(1986)-  35 31 54.71042(N)    101 07 07.45263(W) AD(       ) 1
 FL1630  NAD 27      -  35 31 54.54900(N)    101 07 05.89400(W) AD(       ) 1
 FL1630
 FL1630.Superseded values are not recommended for survey control.
 FL1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1630.See file dsdata.txt to determine how the superseded data were derived.
 FL1630
 FL1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0790734092(NAD 83)
 FL1630_MARKER: DS = TRIANGULATION STATION DISK
 FL1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1630
 FL1630  HISTORY     - Date     Condition        Report By
 FL1630  HISTORY     - 1951     MONUMENTED       CGS
 FL1630  HISTORY     - 1956     GOOD             CGS
 FL1630  HISTORY     - 1963     GOOD             CGS
 FL1630
 FL1630                          STATION DESCRIPTION
 FL1630
 FL1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1630'THE STATION IS LOCATED IN THE TRIANGLE FORMED BY STATE HIGHWAY
 FL1630'152 AND AN INTERSECTING DIRT ROAD.  IT IS ABOUT 9 MILES
 FL1630'AIRLINE WEST OF PAMPA, ABOUT 8 MILES AIRLINE NORTHEAST OF WHITE
 FL1630'DEER, AND ABOUT 5 MILES AIRLINE SOUTHEAST OF SKELLYTOWN.
 FL1630'
 FL1630'THE STATION IS 70 FEET SOUTH OF THE CENTER LINE OF STATE
 FL1630'HIGHWAY 152, 49 FEET NORTH OF THE CENTER LINE OF THE DIRT
 FL1630'ROAD, 60 FEET EAST OF THE EAST END OF A NARROW CULTIVATED
 FL1630'FIELD, AND 4 FEET NORTHWEST OF A WHITE WITNESS POST.  IT
 FL1630'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1630'POST THAT PROJECTS 1 INCH.  THE DISK IS STAMPED--TANGENT 1951.
 FL1630'
 FL1630'REFERENCE MARK NUMBER ONE IS 28 FEET SOUTH OF THE CENTER
 FL1630'LINE OF THE DIRT ROAD, 2 FEET NORTH OF THE WIRE FENCE, AND
 FL1630'ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 FL1630'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS
 FL1630'FLUSH WITH THE GROUND.  THE DISK IS STAMPED--TANGENT NO 1 1951.
 FL1630'
 FL1630'REFERENCE MARK NUMBER TWO IS 26 FEET SOUTH OF THE CENTER LINE
 FL1630'OF THE DIRT ROAD, 50 FEET SOUTHWEST OF A CATTLE GUARD, 2 FEET
 FL1630'NORTH OF A WIRE FENCE, AND ABOUT 2 FEET LOWER THAN THE STATION.
 FL1630'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 FL1630'CONCRETE POST THAT PROJECTS 1 INCH.  THE DISK IS STAMPED--
 FL1630'TANGENT NO 2 1951.
 FL1630'
 FL1630'THE AZIMUTH MARK IS 54 FEET SOUTH OF THE CENTER LINE OF THE
 FL1630'HIGHWAY, AND 2 FEET NORTH OF A WIRE FENCE.  IT IS A STANDARD
 FL1630'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1630'PROJECTS 1 INCH.  THE DISK IS STAMPED--TANGENT 1951.  TO
 FL1630'REACH THE MARK FROM THE STATION GO NORTHWEST ON STATE HIGHWAY
 FL1630'152 FOR 0.8 MILE TO THE MARK ON THE LEFT.
 FL1630'
 FL1630'TO REACH THE STATION FROM THE POST OFFICE IN SKELLYTOWN GO
 FL1630'SOUTH ON FARM ROAD 294 FOR 0.9 MILE TO STATE HIGHWAY 152.
 FL1630'TURN LEFT, EASTERLY, ON STATE HIGHWAY 152 AND GO 3.3 MILES
 FL1630'TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 FL1630'
 FL1630'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1630
 FL1630                          STATION RECOVERY (1956)
 FL1630
 FL1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1630'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1630'REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE
 FL1630'DESTROYED BY HIGHWAY CONSTRUCTION.  DIRECTIONS FOR PROCEEDING
 FL1630'TO STATION SITE ARE CORRECT.
 FL1630
 FL1630                          STATION RECOVERY (1963)
 FL1630
 FL1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 FL1630'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 FL1630'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS MOVED AT
 FL1630'THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT TO CLEAR THE
 FL1630'AREAS FOR A NEW FARM-TO-MARKET ROAD.  A NEW AZIMUTH MARK
 FL1630'WAS SET ON THE SAME AZIMUTH AS THE ORIGINAL AZIMUTH MARK.
 FL1630'FOLLOWING IS A COMPLETE DESCRIPTION--
 FL1630'
 FL1630'THE STATION IS LOCATED IN THE TRIANGLE FORMED BY STATE HIGHWAY
 FL1630'152 AND AN INTERSECTION DIRT ROAD.  IT IS ABOUT 9 MILES AIRLINE
 FL1630'WEST OF PAMPA, ABOUT 8 MILES AIRLINE NORTHEAST OF WHITE DEER,
 FL1630'AND ABOUT 5 MILES AIRLINE SOUTHEAST OF SKELLYTOWN.
 FL1630'
 FL1630'TO REACH THE STATION FROM THE POST OFFICE IN SKELLYTOWN, GO
 FL1630'SOUTH ON STATE HIGHWAY 294 FOR 0.9 MILE TO THE JUNCTION OF
 FL1630'STATE HIGHWAY 152.  TURN LEFT, EASTERLY, AND FOLLOW STATE
 FL1630'HIGHWAY 152 FOR 2.6 MILES TO THE JUNCTION OF FARM-TO-MARKET
 FL1630'ROAD 2386 AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF
 FL1630'ROADS.  CONTINUE ON STATE HIGHWAY 152 FOR 0.9 MILE TO THE
 FL1630'STATION ON THE RIGHT.
 FL1630'
 FL1630'STATION MARKS ARE STANDARD DISKS STAMPED TANGENT 1951.  THE
 FL1630'SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH IS
 FL1630'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 70 FEET SOUTH
 FL1630'OF THE CENTER LINE OF STATE HIGHWAY 152, 49 FEET NORTH OF
 FL1630'THE CENTER OF A DIRT ROAD, 60 FEET EAST OF THE EAST END OF
 FL1630'A NARROW CULTIVATED FIELD, AND 4 FEET NORTHWEST OF A SIGN
 FL1630'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FL1630'CONCRETE.
 FL1630'
 FL1630'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TANGENT NO 1
 FL1630'1951, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH IS FLUSH
 FL1630'WITH THE SURFACE OF THE GROUND.  IT IS 28 FEET SOUTH OF THE
 FL1630'CENTER OF THE DIRT ROAD AND 2 FEET NORTH OF A FENCE LINE.
 FL1630'
 FL1630'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TANGENT NO 2
 FL1630'1951, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH IS ABOUT
 FL1630'6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 26 FEET
 FL1630'SOUTH OF THE CENTER OF DIRT ROAD, 50 FEET SOUTHWEST OF A
 FL1630'CATTLE GUARD, AND 2 FEET NORTH OF THE FENCE.
 FL1630'
 FL1630'AZIMUTH MARK, A STANDARD DISK STAMPED TANGENT 1951 RESET
 FL1630'1963, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH
 FL1630'THE SURFACE OF THE GROUND.  IT IS 51 FEET SOUTH OF THE CENTER
 FL1630'LINE OF STATE HIGHWAY 152, 56 FEET WEST OF THE CENTER OF
 FL1630'FARM-TO-MARKET ROAD 2386, 6 FEET WEST OF THE WEST RIGHT-OF-WAY
 FL1630'OF FARM-TO-MARKET ROAD 2386, AND 1.6 FEET SOUTHWEST OF A
 FL1630'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0199 ***********************************************************************
 AN0199  DESIGNATION -  TANGENT 2
 AN0199  PID         -  AN0199
 AN0199  STATE/COUNTY-  TX/MATAGORDA
 AN0199  USGS QUAD   -  BLESSING (1995)
 AN0199
 AN0199                         *CURRENT SURVEY CONTROL
 AN0199  ___________________________________________________________________
 AN0199* NAD 83(1993)-  28 46 50.41139(N)    096 12 35.32389(W)     ADJUSTED  
 AN0199* NAVD 88     -         7.65   (+/-2cm)      25.1    (feet)  VERTCON   
 AN0199  ___________________________________________________________________
 AN0199  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AN0199  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0199
 AN0199  HORZ ORDER  -  THIRD
 AN0199  VERT ORDER  -  THIRD (See Below)
 AN0199
 AN0199.The horizontal coordinates were established by classical geodetic methods
 AN0199.and adjusted by the National Geodetic Survey in February 1996..
 AN0199.No horizontal observational check was made to the station.
 AN0199
 AN0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0199.The vertical order pertains to the NGVD 29 superseded value.
 AN0199
 AN0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0199
 AN0199.The geoid height was determined by GEOID03.
 AN0199
 AN0199;                    North         East     Units Scale Factor Converg.
 AN0199;SPC TXSC     - 4,108,241.113   872,394.346   MT  0.99990969   +1 22 01.0
 AN0199;SPC TXSC     -13,478,454.38  2,862,180.45   sFT  0.99990969   +1 22 01.0
 AN0199;UTM  14      - 3,186,881.006   772,393.978   MT  1.00051577   +1 20 39.1
 AN0199
 AN0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0199!SPC TXSC     -   1.00000302  x   0.99990969  =   0.99991271
 AN0199!UTM  14      -   1.00000302  x   1.00051577  =   1.00051879
 AN0199
 AN0199|---------------------------------------------------------------------|
 AN0199| PID    Reference Object                     Distance      Geod. Az  |
 AN0199|                                                           dddmmss.s |
 AN0199| CV6847 TANGENT 2 RM 4                       25.559 METERS 18024     |
 AN0199| AN0209 RAIL                                APPROX. 4.3 KM 1911250.8 |
 AN0199| AN0200 TANGENT                               9.019 METERS 27104     |
 AN0199| CV6846 TANGENT 2 RM 3                       22.820 METERS 35948     |
 AN0199|---------------------------------------------------------------------|
 AN0199
 AN0199                          SUPERSEDED SURVEY CONTROL
 AN0199
 AN0199  NAD 83(1986)-  28 46 50.42415(N)    096 12 35.29374(W) AD(       ) 3
 AN0199  NAD 27      -  28 46 49.47200(N)    096 12 34.41700(W) AD(       ) 3
 AN0199  NGVD 29 (??/??/??)    7.71   (m)           25.3    (f) RESET       3  
 AN0199
 AN0199.Superseded values are not recommended for survey control.
 AN0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0199.See file dsdata.txt to determine how the superseded data were derived.
 AN0199
 AN0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7239486881(NAD 83)
 AN0199_MARKER: DS = TRIANGULATION STATION DISK
 AN0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0199_STAMPING: TANGENT 2 1963
 AN0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0199+STABILITY: SURFACE MOTION
 AN0199
 AN0199  HISTORY     - Date     Condition        Report By
 AN0199  HISTORY     - 1963     MONUMENTED       CGS
 AN0199  HISTORY     - 1963     GOOD             CGS
 AN0199  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0199
 AN0199                          STATION DESCRIPTION
 AN0199
 AN0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AN0199'LOCATED 4.65 MILES NORTH ALONG STATE HIGHWAY 35 FROM JUNCTION
 AN0199'OF STATE HIGHWAY 35 AND LOOP 141 AT NORTHEAST EDGE OF PALACIOS.
 AN0199'IN PASTURE LAND ON EAST SIDE OF HIGHWAY 3 FEET EAST OF THE
 AN0199'EAST RWY FENCELINE.  ON PROPERTY OWNED BY CHARLEY V. YEAMENS,
 AN0199'BAY CITY.  PERMISSION WAS OBTAINED FROM OWNER TO ESTABLISH
 AN0199'THE STATION INSIDE HIS PASTURE LAND.
 AN0199'
 AN0199'STATION MARK IS STANDARD DISK SET IN TOP OF 10 X 10-INCH
 AN0199'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE SURFACE STAMPED
 AN0199'TANGENT 2 1963, 83 FEET EAST FROM CENTER-LINE OF HIGHWAY, 3
 AN0199'FEET EAST OF THE RWY FENCE, 10 FEET SOUTH FROM THE ALIGNMENT
 AN0199'OF EAST-WEST FENCE ACROSS HIGHWAY TO WEST, AND 3 FEET NORTHEAST
 AN0199'OF STEEL WITNESS POST.
 AN0199'
 AN0199'R.M. 3 A STANDARD DISK STAMPED RM 3 TANGENT 2 1963 SET IN
 AN0199'TOP OF A 12-INCH SQUARE CONCRETE POST, 82 FEET EAST FROM
 AN0199'CENTER-LINE OF HIGHWAY, 2 FEET EAST OF THE EAST R-W-Y FENCELINE,
 AN0199'AND 61.5 FEET SOUTH-SOUTHEAST OF POWER POLE.
 AN0199'
 AN0199'R.M. 4 A STANDARD DISK STAMPED R M 4 TANGENT 2 1963, 93.70
 AN0199'FEET SOUTH OF STATION, 40 FEET NORTH NORTHEAST OF POWER POLE,
 AN0199'AND 2 FEET EAST OF THE R-W-Y FENCELINE.  (NEW R-W-Y FENCELINE).
 AN0199'
 AN0199'THE 1934 STATION AND REFERENCE MARKS WERE DESTROYED, TO MAKE
 AN0199'ROOM FOR HIGHWAY IMPROVEMENT.
 AN0199
 AN0199                          STATION RECOVERY (1963)
 AN0199
 AN0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 AN0199'4.65 MI N FROM PALACIOS.
 AN0199'LOCATED 4.65 MILES NORTH ALONG STATE HIGHWAY 35 FROM JUNCTION OF STATE
 AN0199'HIGHWAY 35 AND LOOP 141 AT NORTHEAST EDGE OF PALACIOS.  IN PASTURE
 AN0199'LAND ON EAST SIDE OF HIGHWAY 3 FEET EAST OF THE EAST RIGHT-A-WAY
 AN0199'FENCELINE ON PROPERTY OWNED BY CHARLEY V. YEAMENS, BAY CITY.
 AN0199'PERMISSION WAS OBTAINED FROM OWNER TO ESTABLISH THE STATION INSIDE HIS
 AN0199'PASTURE LAND.  MARK IS SET IN TOP OF 10 X 10 INCH CONCRETE POST THAT
 AN0199'PROJECTS 3 INCHES ABOVE THE SURFACE STAMPED TANGENT 2 1963, 83 FEET
 AN0199'EAST FROM CENTERLINE OF HIGHWAY, 3 FEET EAST OF THE RIGHT-A-WAY FENCE,
 AN0199'10 FEET SOUTH FROM THE ALIGNMENT OF EAST-WEST FENCE ACROSS HIGHWAY TO
 AN0199'WEST, AND 3 FEET NORTHEAST OF STEEL WITNESS POST.
 AN0199
 AN0199                          STATION RECOVERY (1991)
 AN0199
 AN0199'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0201 ***********************************************************************
 AN0201  DESIGNATION -  TANGENT RM 1
 AN0201  PID         -  AN0201
 AN0201  STATE/COUNTY-  TX/MATAGORDA
 AN0201  USGS QUAD   -  BLESSING (1995)
 AN0201
 AN0201                         *CURRENT SURVEY CONTROL
 AN0201  ___________________________________________________________________
 AN0201* NAD 83(1986)-  28 46 48.     (N)    096 12 35.     (W)     SCALED    
 AN0201* NAVD 88     -         7.33   (+/-2cm)      24.0    (feet)  VERTCON   
 AN0201  ___________________________________________________________________
 AN0201  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0201
 AN0201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0201
 AN0201.The horizontal coordinates were scaled from a topographic map and have
 AN0201.an estimated accuracy of +/- 6 seconds.
 AN0201
 AN0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0201.The vertical order pertains to the NGVD 29 superseded value.
 AN0201
 AN0201.The geoid height was determined by GEOID03.
 AN0201
 AN0201;                    North         East    Units  Estimated Accuracy
 AN0201;SPC TXSC     - 4,108,170.      872,410.      MT  (+/- 180 meters Scaled)
 AN0201
 AN0201                          SUPERSEDED SURVEY CONTROL
 AN0201
 AN0201  NGVD 29 (??/??/92)    7.390  (m)           24.25   (f) ADJ UNCH    2 0
 AN0201
 AN0201.Superseded values are not recommended for survey control.
 AN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0201.See file dsdata.txt to determine how the superseded data were derived.
 AN0201
 AN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS724868(NAD 83)
 AN0201_MARKER: DR = REFERENCE MARK DISK
 AN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0201_STAMPING: TANGENT NO 1 1934
 AN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0201+STABILITY: SURFACE MOTION
 AN0201
 AN0201  HISTORY     - Date     Condition        Report By
 AN0201  HISTORY     - 1934     MONUMENTED       CGS
 AN0201  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0201
 AN0201                          STATION DESCRIPTION
 AN0201
 AN0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0201'5.9 MI S FROM BLESSING.
 AN0201'DIRECTLY OPPOSITE THE M.D. JONES RANCHHOUSE IN 1941, 49.3 FEET EAST OF
 AN0201'THE CENTER LINE OF THE HIGHWAY, AND IN THE FENCE LINE.  A STANDARD
 AN0201'REFERENCE-MARK DISK, STAMPED TANGENT NO 1 1934 AND SET IN THE TOP OF A
 AN0201'CONCRETE POST.
 AN0201
 AN0201                          STATION RECOVERY (1991)
 AN0201
 AN0201'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0202 ***********************************************************************
 AN0202  DESIGNATION -  TANGENT RM 2
 AN0202  PID         -  AN0202
 AN0202  STATE/COUNTY-  TX/MATAGORDA
 AN0202  USGS QUAD   -  BLESSING (1995)
 AN0202
 AN0202                         *CURRENT SURVEY CONTROL
 AN0202  ___________________________________________________________________
 AN0202* NAD 83(1986)-  28 46 50.     (N)    096 12 37.     (W)     SCALED    
 AN0202* NAVD 88     -         7.53   (+/-2cm)      24.7    (feet)  VERTCON   
 AN0202  ___________________________________________________________________
 AN0202  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0202
 AN0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0202
 AN0202.The horizontal coordinates were scaled from a topographic map and have
 AN0202.an estimated accuracy of +/- 6 seconds.
 AN0202
 AN0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0202.The vertical order pertains to the NGVD 29 superseded value.
 AN0202
 AN0202.The geoid height was determined by GEOID03.
 AN0202
 AN0202;                    North         East    Units  Estimated Accuracy
 AN0202;SPC TXSC     - 4,108,230.      872,350.      MT  (+/- 180 meters Scaled)
 AN0202
 AN0202                          SUPERSEDED SURVEY CONTROL
 AN0202
 AN0202  NGVD 29 (??/??/92)    7.585  (m)           24.89   (f) ADJ UNCH    2 0
 AN0202
 AN0202.Superseded values are not recommended for survey control.
 AN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0202.See file dsdata.txt to determine how the superseded data were derived.
 AN0202
 AN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS723868(NAD 83)
 AN0202_MARKER: DR = REFERENCE MARK DISK
 AN0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0202_STAMPING: TANGENT NO 2 1934
 AN0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0202+STABILITY: SURFACE MOTION
 AN0202
 AN0202  HISTORY     - Date     Condition        Report By
 AN0202  HISTORY     - 1934     MONUMENTED       CGS
 AN0202
 AN0202                          STATION DESCRIPTION
 AN0202
 AN0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0202'5.9 MI S FROM BLESSING.
 AN0202'100 FEET NORTH OF THE M.D. JONES RANCHHOUSE IN 1941, 53 FEET WEST OF
 AN0202'THE CENTER LINE OF THE HIGHWAY, AT THE NORTHEAST CORNER OF A GARDEN
 AN0202'PLOT, 3 FEET SOUTH OF THE EAST-AND-WEST FENCE, AND 3 FEET WEST OF THE
 AN0202'NORTH-AND-SOUTH FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 AN0202'TANGENT NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1041 ***********************************************************************
 BM1041  DESIGNATION -  TANGLEWOOD
 BM1041  PID         -  BM1041
 BM1041  STATE/COUNTY-  TX/LEE
 BM1041  USGS QUAD   -  TANGLEWOOD (1989)
 BM1041
 BM1041                         *CURRENT SURVEY CONTROL
 BM1041  ___________________________________________________________________
 BM1041* NAD 83(1993)-  30 29 39.63481(N)    096 59 36.26157(W)     ADJUSTED  
 BM1041* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 BM1041  ___________________________________________________________________
 BM1041  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BM1041  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BM1041
 BM1041  HORZ ORDER  -  FIRST
 BM1041
 BM1041.The horizontal coordinates were established by classical geodetic methods
 BM1041.and adjusted by the National Geodetic Survey in February 1996..
 BM1041
 BM1041.The orthometric height was scaled from a topographic map.
 BM1041
 BM1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1041
 BM1041.The geoid height was determined by GEOID03.
 BM1041
 BM1041;                    North         East     Units Scale Factor Converg.
 BM1041;SPC TX C     - 3,096,565.620 1,020,574.378   MT  0.99992064   +1 43 12.9
 BM1041;SPC TX C     -10,159,315.70  3,348,334.44   sFT  0.99992064   +1 43 12.9
 BM1041;UTM  14      - 3,375,276.357   692,584.197   MT  1.00005756   +1 01 06.8
 BM1041
 BM1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1041!SPC TX C     -   0.99997960  x   0.99992064  =   0.99990024
 BM1041!UTM  14      -   0.99997960  x   1.00005756  =   1.00003716
 BM1041
 BM1041:                Primary Azimuth Mark                     Grid Az
 BM1041:SPC TX C     -  TANGLEWOOD AZ MK                         069 23 16.7
 BM1041:UTM  14      -  TANGLEWOOD AZ MK                         070 05 22.8
 BM1041
 BM1041|---------------------------------------------------------------------|
 BM1041| PID    Reference Object                     Distance      Geod. Az  |
 BM1041|                                                           dddmmss.s |
 BM1041| CV8468 TANGLEWOOD AZ MK                                   0710629.6 |
 BM1041| CV8469 TANGLEWOOD RM 1                      22.190 METERS 11650     |
 BM1041| BM0860 LEXINGTON MUNICIPAL TANK            APPROX. 8.9 KM 1903045.1 |
 BM1041| CV8470 TANGLEWOOD RM 2                      25.603 METERS 20901     |
 BM1041|---------------------------------------------------------------------|
 BM1041
 BM1041                          SUPERSEDED SURVEY CONTROL
 BM1041
 BM1041  NAD 83(1986)-  30 29 39.65247(N)    096 59 36.24280(W) AD(       ) 1
 BM1041  NAD 27      -  30 29 38.91000(N)    096 59 35.29800(W) AD(       ) 1
 BM1041
 BM1041.Superseded values are not recommended for survey control.
 BM1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1041.See file dsdata.txt to determine how the superseded data were derived.
 BM1041
 BM1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9258475276(NAD 83)
 BM1041_MARKER: DS = TRIANGULATION STATION DISK
 BM1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1041+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 BM1041
 BM1041  HISTORY     - Date     Condition        Report By
 BM1041  HISTORY     - 1943     MONUMENTED       CGS
 BM1041  HISTORY     - 20030507 GOOD             JCLS
 BM1041
 BM1041                          STATION DESCRIPTION
 BM1041
 BM1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1041'THE STATION IS LOCATED ABOUT 0.5 MILE W OF TANGLEWOOD, ABOUT
 BM1041'11 MILES S OF ROCKDALE, AND ABOUT 22 MILES N OF GIDDINGS.  THE MARK
 BM1041'IS 10 PACES N OF THE CENTER LINE OF THE ROAD TO THE STATION,
 BM1041'31 PACES W OF THE CENTER OF A SIDE ROAD LEADING N, AND 35 PACES W
 BM1041'OF A FENCE CORNER.  MARK IS STAMPED TANGLEWOOD 1943 AND PROJECTS
 BM1041'ABOUT 8 INCHES.
 BM1041'
 BM1041'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1041'DISKS SET IN CONCRETE.
 BM1041'
 BM1041'REFERENCE MARK NO. 1 IS 10 PACES S OF THE CENTER LINE OF THE
 BM1041'ROAD TO THE STATION, AND 1 FOOT S OF THE FENCE LINE.  MARK IS
 BM1041'STAMPED TANGLEWOOD NO. 1 1943 AND PROJECTS ABOUT 2 INCHES.
 BM1041'
 BM1041'REFERENCE MARK NO. 2 IS 10 PACES S OF THE CENTER LINE OF THE ROAD
 BM1041'TO THE STATION AND IN THE FENCE LINE.  MARK IS STAMPED TANGLEWOOD
 BM1041'NO. 2 1943 AND PROJECTS ABOUT 6 INCHES.
 BM1041'
 BM1041'AZIMUTH MARK IS 9 PACES S OF THE CENTER LINE OF THE ROAD TO THE
 BM1041'STATION AND 2 FEET NW OF THE FENCE CORNER.  MARK IS STAMPED
 BM1041'TANGLEWOOD 1943 AND PROJECTS ABOUT 4 INCHES.
 BM1041'
 BM1041'TO REACH THE STATION FROM THE POST OFFICE IN TANGLEWOOD GO S ON
 BM1041'U.S. HIGHWAY 77 FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 BM1041'AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT JUST AFTER PASSING
 BM1041'A SCHOOL ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO
 BM1041'THE STATION ON THE RIGHT JUST AFTER PASSING A SIDE ROAD RIGHT.
 BM1041'
 BM1041'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BM1041
 BM1041                          STATION RECOVERY (2003)
 BM1041
 BM1041'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BM1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2071 ***********************************************************************
 AY2071  DESIGNATION -  TANK
 AY2071  PID         -  AY2071
 AY2071  STATE/COUNTY-  TX/KERR
 AY2071  USGS QUAD   -  WELL HOLLOW (1964)
 AY2071
 AY2071                         *CURRENT SURVEY CONTROL
 AY2071  ___________________________________________________________________
 AY2071* NAD 83(1993)-  29 58 26.35680(N)    099 32 17.20513(W)     ADJUSTED  
 AY2071* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 AY2071  ___________________________________________________________________
 AY2071  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AY2071  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 AY2071
 AY2071  HORZ ORDER  -  SECOND
 AY2071
 AY2071.The horizontal coordinates were established by classical geodetic methods
 AY2071.and adjusted by the National Geodetic Survey in February 1996..
 AY2071
 AY2071.The orthometric height was scaled from a topographic map.
 AY2071
 AY2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2071
 AY2071.The geoid height was determined by GEOID03.
 AY2071
 AY2071;                    North         East     Units Scale Factor Converg.
 AY2071;SPC TXSC     - 4,237,365.214   548,070.052   MT  0.99992527   -0 15 49.1
 AY2071;SPC TXSC     -13,902,089.04  1,798,126.50   sFT  0.99992527   -0 15 49.1
 AY2071;UTM  14      - 3,316,024.815   448,086.376   MT  0.99963325   -0 16 07.9
 AY2071
 AY2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2071!SPC TXSC     -   0.99989288  x   0.99992527  =   0.99981815
 AY2071!UTM  14      -   0.99989288  x   0.99963325  =   0.99952616
 AY2071
 AY2071|---------------------------------------------------------------------|
 AY2071| PID    Reference Object                     Distance      Geod. Az  |
 AY2071|                                                           dddmmss.s |
 AY2071| CV6463 TANK RM 1                                          04751     |
 AY2071| CV6462 TANK AZ MK                                         0480652.5 |
 AY2071| CV6464 TANK RM 2                            35.314 METERS 13751     |
 AY2071| AY2073 WINDMILL NEAR STATION TANK           38.919 METERS 31751     |
 AY2071|---------------------------------------------------------------------|
 AY2071
 AY2071                          SUPERSEDED SURVEY CONTROL
 AY2071
 AY2071  NAD 83(1986)-  29 58 26.36428(N)    099 32 17.19488(W) AD(       ) 2
 AY2071  NAD 27      -  29 58 25.59700(N)    099 32 16.01300(W) AD(       ) 2
 AY2071
 AY2071.Superseded values are not recommended for survey control.
 AY2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2071.See file dsdata.txt to determine how the superseded data were derived.
 AY2071
 AY2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU4808616025(NAD 83)
 AY2071_MARKER: DS = TRIANGULATION STATION DISK
 AY2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2071
 AY2071  HISTORY     - Date     Condition        Report By
 AY2071  HISTORY     - 1944     MONUMENTED       CGS
 AY2071
 AY2071                          STATION DESCRIPTION
 AY2071
 AY2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2071'STATION IS LOCATED ABOUT 13.5 MILES W AND ABOUT 6.5 MILES S
 AY2071'OF HUNT, AND ABOUT 3 MILES N OF STATE HIGHWAY 39.  IT IS ON
 AY2071'THE DIVIDING RIDGE BETWEEN THE NORTH AND SOUTH FORKS OF THE
 AY2071'GUADALUPE RIVER, ON LAND OWNED BY MR. GUS F. SCHREINER.  IT
 AY2071'IS 127.7 FEET SE OF A WINDMILL, 83 FEET SE OF A CONCRETE
 AY2071'WATER TANK, 56.75 FEET E OF A FENCE, AND 6.5 FEET W OF A
 AY2071'4- BY 4-INCH WOODEN MARKER POST.
 AY2071'
 AY2071'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 AY2071'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 AY2071'IT IS STAMPED TANK 1944.  UNDERGROUND MARK IS A BRONZE STATION
 AY2071'DISK SET IN A CONCRETE CYLINDER 30 INCHES BELOW GROUND.
 AY2071'
 AY2071'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A
 AY2071'SQUARE-TOPPED CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE
 AY2071'THE GROUND.  IT IS STAMPED TANK NO 1 1944.
 AY2071'
 AY2071'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 AY2071'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 AY2071'IT IS STAMPED TANK NO 2 1944.
 AY2071'
 AY2071'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 AY2071'BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED TANK 1944.
 AY2071'IT IS 9 FEET SW OF THE CENTER LINE OF A DIM TRACK ROAD AND
 AY2071'18 FEET SW OF A 4- BY 4-INCH WOODEN MARKER POST.
 AY2071'
 AY2071'TO REACH STATION FROM THE POST OFFICE IN HUNT, GO SW ON
 AY2071'STATE HIGHWAY 39 FOR 13.9 MILES TO THE END OF PAVED ROAD
 AY2071'AT CATTLE GUARD.  CONTINUE W ON HIGHWAY 39 FOR 4.6 MILES TO
 AY2071'A HIGH BOARD GATE AND BLADED ROAD ON RIGHT.  TURN RIGHT
 AY2071'THROUGH GATE AND FOLLOW BLADED ROAD N FOR 3.1 MILES TO A
 AY2071'GATE, PASS THROUGH GATE AND CONTINUE N FOR 0.15 MILE, THENCE
 AY2071'SHARP LEFT ON DIM TRACKS TO WINDMILL AND STATION.
 AY2071'
 AY2071'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0855 ***********************************************************************
 CB0855  DESIGNATION -  TANK
 CB0855  PID         -  CB0855
 CB0855  STATE/COUNTY-  TX/CONCHO
 CB0855  USGS QUAD   -  VICK (1984)
 CB0855
 CB0855                         *CURRENT SURVEY CONTROL
 CB0855  ___________________________________________________________________
 CB0855* NAD 83(1993)-  31 16 51.25489(N)    100 04 09.24610(W)     ADJUSTED  
 CB0855* NAVD 88     -       622.2    (meters)    2041.     (feet)  VERTCON   
 CB0855  ___________________________________________________________________
 CB0855  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CB0855  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CB0855
 CB0855  HORZ ORDER  -  SECOND
 CB0855
 CB0855.The horizontal coordinates were established by classical geodetic methods
 CB0855.and adjusted by the National Geodetic Survey in February 1996..
 CB0855
 CB0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0855
 CB0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0855
 CB0855.The geoid height was determined by GEOID03.
 CB0855
 CB0855;                    North         East     Units Scale Factor Converg.
 CB0855;SPC TX C     - 3,178,977.254   725,145.576   MT  0.99989360   +0 08 09.7
 CB0855;SPC TX C     -10,429,694.54  2,379,081.78   sFT  0.99989360   +0 08 09.7
 CB0855;UTM  14      - 3,461,226.985   398,222.044   MT  0.99972777   -0 33 18.8
 CB0855
 CB0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0855!SPC TX C     -   0.99990605  x   0.99989360  =   0.99979966
 CB0855!UTM  14      -   0.99990605  x   0.99972777  =   0.99963384
 CB0855
 CB0855:                Primary Azimuth Mark                     Grid Az
 CB0855:SPC TX C     -  MID                                      125 03 54.1
 CB0855:UTM  14      -  MID                                      125 45 22.6
 CB0855
 CB0855|---------------------------------------------------------------------|
 CB0855| PID    Reference Object                     Distance      Geod. Az  |
 CB0855|                                                           dddmmss.s |
 CB0855| CA1141 MID                                 APPROX.10.9 KM 1251203.8 |
 CB0855| CV6465 TANK RM 1                            24.195 METERS 19448     |
 CB0855| CV6466 TANK RM 2                            21.954 METERS 28202     |
 CB0855| CB0857 VICK                                APPROX. 8.4 KM 3235200.8 |
 CB0855|---------------------------------------------------------------------|
 CB0855
 CB0855                          SUPERSEDED SURVEY CONTROL
 CB0855
 CB0855  NAD 83(1986)-  31 16 51.26186(N)    100 04 09.23167(W) AD(       ) 2
 CB0855  NAD 27      -  31 16 50.67547(N)    100 04 07.94517(W) AD(       ) 2
 CB0855  NGVD 29 (07/19/86)  622.1    (m)         2041.     (f) VERT ANG       
 CB0855
 CB0855.Superseded values are not recommended for survey control.
 CB0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0855.See file dsdata.txt to determine how the superseded data were derived.
 CB0855
 CB0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9822261227(NAD 83)
 CB0855_MARKER: DD = SURVEY DISK
 CB0855_SETTING: 66 = SET IN ROCK OUTCROP
 CB0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0855+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 CB0855
 CB0855  HISTORY     - Date     Condition        Report By
 CB0855  HISTORY     - 1955     MONUMENTED       USGS
 CB0855  HISTORY     - 1967     GOOD             USGS
 CB0855  HISTORY     - 1971     GOOD             NGS
 CB0855  HISTORY     - 20050509 GOOD             DGC
 CB0855
 CB0855                          STATION DESCRIPTION
 CB0855
 CB0855'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CB0855'STATION IS LOCATED ABOUT 25 MI. SE. OF SAN ANGELO AND ABOUT 4.0 MI.
 CB0855'SE. OF VICK, ON THE N. SHOULDER OF A PROMINENT RIDGE.
 CB0855'
 CB0855'TO REACH STATION FROM VICK POST OFFICE, GO E. ON U.S. HIGHWAY 87 FOR
 CB0855'4.7 MI. TO JUNCTION WITH RANCH RD. TO CANNING RANCH, TURN RIGHT THRU
 CB0855'GATE AND FOLLOW RANCH RD. FOR 1.6 MI. TO RD. FORK, FOLLOW FORK TO
 CB0855'RIGHT FOR 0.5 MI. AND END OF TRUCK TRAVEL.  HIKE UP STEEP HILL TO
 CB0855'LEFT FOR ABOUT 500 FT. TO HIGH POINT AND STATION SITE.
 CB0855'
 CB0855'STATION MARK--A STANDARD USGS TABLET STAMPED ---TANK 1955---, SET
 CB0855'IN ROCK LEDGE.
 CB0855
 CB0855                          STATION RECOVERY (1967)
 CB0855
 CB0855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (IGT)
 CB0855'STATION IS LOCATED 13.3 MILES WEST AND 4.3 MILES NORTH OF EDEN,
 CB0855'4.1 MILES SOUTH AND 1.35 MILES EAST OF VICK, 1.6 MILES SOUTHWEST
 CB0855'OF U.S. HIGHWAY 87, ABOUT 50 FEET SOUTH OF THE NORTH TIP OF
 CB0855'FLATTOPPED RIDGE AND 5 FEET NORTH OF A WITNESS SIGN.
 CB0855'
 CB0855'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM ROAD 381
 CB0855'AT VICK, GO 4.95 MILES SOUTHEAST ON U.S. HIGHWAY 87 TO LOCKED
 CB0855'GATE ON THE RIGHT, THENCE 1.6 MILES SOUTHWEST ON PRIVATE ROAD
 CB0855'TO DIM TRACK ROAD RIGHT (NORTHWEST), THENCE 0.45 MILE ON DIM
 CB0855'TRACK ROAD TO BASE OF HILL ON THE LEFT.  WITH 4-WHEEL DRIVE,
 CB0855'LEAVE ROAD AND GO LEFT 0.1 MILE UP HILL TO STATION SITE.
 CB0855'
 CB0855'STATION MARK--A USGS BRONZE TABLET CEMENTED IN BEDROCK.  THE
 CB0855'TABLET IS SET FLUSH WITH GROUND AND STAMPED TANK 1955-2042-ET
 CB0855'1967.
 CB0855'
 CB0855'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CEMENTED IN BEDROCK.
 CB0855'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED TANK 1955-ET
 CB0855'1967 NO. 1.
 CB0855'
 CB0855'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CEMENTED IN BEDROCK.
 CB0855'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED TANK 1955-ET
 CB0855'1967 NO. 2.
 CB0855'
 CB0855'STATION KICK ET 1967, 1.9 MILES NORTH-NORTHEAST, IS VISIBLE FROM
 CB0855'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CB0855
 CB0855                          STATION RECOVERY (1971)
 CB0855
 CB0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CB0855'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 CB0855'USGS IN 1967 BALLINGER SECOND-ORDER PROJECT.  THE STATION IS ON
 CB0855'LAND OWNED BY JOHN CALDWELL, SAN ANGELO, TEXAS, WHO HAS KEY TO
 CB0855'THE LOCKED GATE MENTIONED IN ORIGINAL DESCRIPTION.
 CB0855'
 CB0855'STATION VICK ET 1967 IS VISIBLE FROM THE GROUND AT THIS STATION
 CB0855'AND WILL SERVE AS THE AZIMUTH MARK.
 CB0855'
 CB0855'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 CB0855
 CB0855                          STATION RECOVERY (2005)
 CB0855
 CB0855'RECOVERY NOTE BY DAWSON GEOPHYSICAL 2005 (TO)
 CB0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0792 ***********************************************************************
 EN0792  DESIGNATION -  TANK
 EN0792  PID         -  EN0792
 EN0792  STATE/COUNTY-  TX/DONLEY
 EN0792  USGS QUAD   -  CLARENDON (1982)
 EN0792
 EN0792                         *CURRENT SURVEY CONTROL
 EN0792  ___________________________________________________________________
 EN0792* NAD 83(1993)-  34 56 26.06034(N)    100 54 17.08705(W)     ADJUSTED  
 EN0792* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 EN0792  ___________________________________________________________________
 EN0792  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EN0792  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EN0792
 EN0792  HORZ ORDER  -  FIRST
 EN0792
 EN0792.The horizontal coordinates were established by classical geodetic methods
 EN0792.and adjusted by the National Geodetic Survey in February 1996..
 EN0792
 EN0792.The orthometric height was scaled from a topographic map.
 EN0792
 EN0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0792
 EN0792.The geoid height was determined by GEOID03.
 EN0792
 EN0792;                    North         East     Units Scale Factor Converg.
 EN0792;SPC TX N     - 1,104,508.250   254,375.569   MT  0.99994535   +0 20 41.9
 EN0792;SPC TX N     - 3,623,707.48    834,563.85   sFT  0.99994535   +0 20 41.9
 EN0792;UTM  14      - 3,868,109.118   326,052.054   MT  0.99997293   -1 05 28.2
 EN0792
 EN0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0792!SPC TX N     -   0.99986921  x   0.99994535  =   0.99981456
 EN0792!UTM  14      -   0.99986921  x   0.99997293  =   0.99984214
 EN0792
 EN0792|---------------------------------------------------------------------|
 EN0792| PID    Reference Object                     Distance      Geod. Az  |
 EN0792|                                                           dddmmss.s |
 EN0792| CX8774 TANK RM 1                            32.431 METERS 06020     |
 EN0792| EN0791 CLARENDON GRAIN CO ELEVATOR         APPROX. 1.4 KM 0884009.6 |
 EN0792| EN0789 CLARENDON ELEVATED WATER TANK        28.534 METERS 18131     |
 EN0792| CX8775 TANK RM 2                            23.015 METERS 19005     |
 EN0792| CX8773 TANK AZ MK                                         2611451.4 |
 EN0792| EN0793 CLARENDON CABLE TV MAST             162.338 METERS 26708     |
 EN0792|---------------------------------------------------------------------|
 EN0792
 EN0792                          SUPERSEDED SURVEY CONTROL
 EN0792
 EN0792  NAD 83(1993)-  34 56 26.06266(N)    100 54 17.08415(W) AD(       ) 1
 EN0792  NAD 83(1986)-  34 56 26.06601(N)    100 54 17.07935(W) AD(       ) 1
 EN0792  NAD 27      -  34 56 25.88496(N)    100 54 15.55635(W) AD(       ) 1
 EN0792
 EN0792.Superseded values are not recommended for survey control.
 EN0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0792.See file dsdata.txt to determine how the superseded data were derived.
 EN0792
 EN0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2605268109(NAD 83)
 EN0792_MARKER: DS = TRIANGULATION STATION DISK
 EN0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0792
 EN0792  HISTORY     - Date     Condition        Report By
 EN0792  HISTORY     - 1964     MONUMENTED       CGS
 EN0792  HISTORY     - 20050519 GOOD             USPSQD
 EN0792
 EN0792                          STATION DESCRIPTION
 EN0792
 EN0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0792'THE STATION IS LOCATED ON WEST 5TH STREET IN THE WEST PART OF
 EN0792'CLARENDON ON THE HIGHEST GROUND IN THE VICINITY.
 EN0792'
 EN0792'TO REACH THE STATION FROM THE POST OFFICE IN CLARENDON GO WEST ON
 EN0792'WEST 4TH STREET FOR 0.1 MILE TO SOUTH JEFFERSON STREET.  TURN LEFT,
 EN0792'SOUTH, ON SOUTH JEFFERSON STREET AND GO 0.1 MILE TO WEST 5TH
 EN0792'STREET.  TURN RIGHT ON WEST 5TH STREET AND GO WEST FOR 0.8 MILE TO
 EN0792'A CROSS STREET AND THE STATION ON THE RIGHT.
 EN0792'
 EN0792'THE STATION MARK IS A STANDARD DISK, STAMPED TANK 1964, CEMENTED IN
 EN0792'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 EN0792'THE GROUND.  IT IS AT THE EAST EDGE OF A GRAVEL STOCKPILE, 66 FEET
 EN0792'WEST OF THE CENTER OF THE CROSS STREET, 62 FEET SOUTH OF A FENCE,
 EN0792'50.8 FEET SOUTHWEST OF A POWER LINE POLE AND 3.5 FEET WEST OF A
 EN0792'WITNESS POST.
 EN0792'
 EN0792'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TANK NO 1 1964, CEMENTED
 EN0792'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 EN0792'ABOVE THE GROUND.  IT IS 27 FEET EAST OF THE CENTER OF THE CROSS
 EN0792'STREET, 10 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 1.6 FEET
 EN0792'WEST OF TELEPHONE POLE NUMBER 409.
 EN0792'
 EN0792'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TANK NO 2 1964, CEMENTED
 EN0792'IN A DRILL HOLE IN THE NORTH CORNER OF THE CONCRETE BASE OF THE
 EN0792'NORTHWESTERLY MOST LEG OF THE CLARENDON WATER TANK.
 EN0792'
 EN0792'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TANK 1964, CEMENTED IN
 EN0792'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 EN0792'THE GROUND.  IT IS 39 FEET SOUTH OF THE CENTER OF WEST 5TH STREET,
 EN0792'5.8 FEET WEST OF A WITNESS POST, 2.0 FEET EAST OF A TELEPHONE
 EN0792'POLE, 1.1 FEET NORTH OF A FENCE AND ABOUT 1 FOOT HIGHER THAN THE
 EN0792'ROAD.  TO REACH THE MARK FROM THE STATION CONTINUE WEST ON WEST 5TH
 EN0792'STREET FOR 0.3 MILE TO THE MARK ON THE LEFT.
 EN0792
 EN0792                          STATION RECOVERY (2005)
 EN0792
 EN0792'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EN0792'LOCATED APPROXIMATELY 50 FEET NORTH OF A CHAIN LINK FENCE AROUND WATER
 EN0792'TANK PID EN0789.  NO WITNESS POST EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0929 ***********************************************************************
 GK0929  DESIGNATION -  TANK
 GK0929  PID         -  GK0929
 GK0929  STATE/COUNTY-  TX/SHERMAN
 GK0929  USGS QUAD   -  STEVENS SE (1974)
 GK0929
 GK0929                         *CURRENT SURVEY CONTROL
 GK0929  ___________________________________________________________________
 GK0929* NAD 83(1993)-  36 16 31.99050(N)    101 49 27.55079(W)     ADJUSTED  
 GK0929* NAVD 88     -      1059.     (meters)    3474.     (feet)  SCALED    
 GK0929  ___________________________________________________________________
 GK0929  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 GK0929  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 GK0929
 GK0929  HORZ ORDER  -  THIRD
 GK0929
 GK0929.The horizontal coordinates were established by classical geodetic methods
 GK0929.and adjusted by the National Geodetic Survey in February 1996..
 GK0929
 GK0929.The orthometric height was scaled from a topographic map.
 GK0929
 GK0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0929
 GK0929.The geoid height was determined by GEOID03.
 GK0929
 GK0929;                    North         East     Units Scale Factor Converg.
 GK0929;SPC TX N     - 1,252,501.766   170,859.596   MT  1.00002282   -0 11 16.6
 GK0929;SPC TX N     - 4,109,249.54    560,561.86   sFT  1.00002282   -0 11 16.6
 GK0929;UTM  14      - 4,018,213.273   246,308.191   MT  1.00039306   -1 40 19.0
 GK0929
 GK0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0929!SPC TX N     -   0.99983784  x   1.00002282  =   0.99986066
 GK0929!UTM  14      -   0.99983784  x   1.00039306  =   1.00023084
 GK0929
 GK0929:                Primary Azimuth Mark                     Grid Az
 GK0929:SPC TX N     -  TANK AZ MK                               001 49 49.6
 GK0929:UTM  14      -  TANK AZ MK                               003 18 52.0
 GK0929
 GK0929|---------------------------------------------------------------------|
 GK0929| PID    Reference Object                     Distance      Geod. Az  |
 GK0929|                                                           dddmmss.s |
 GK0929| CM9311 TANK AZ MK                                         0013833.0 |
 GK0929| GK0904 CORNER                              APPROX. 8.6 KM 1451716.9 |
 GK0929| CM9312 TANK RM 1                            10.951 METERS 18548     |
 GK0929| CM9313 TANK RM 2                            13.147 METERS 30422     |
 GK0929|---------------------------------------------------------------------|
 GK0929
 GK0929                          SUPERSEDED SURVEY CONTROL
 GK0929
 GK0929  NAD 83(1993)-  36 16 31.99001(N)    101 49 27.55100(W) AD(       ) 3
 GK0929  NAD 83(1986)-  36 16 32.00065(N)    101 49 27.53859(W) AD(       ) 3
 GK0929  NAD 27      -  36 16 31.89300(N)    101 49 25.93300(W) AD(       ) 3
 GK0929
 GK0929.Superseded values are not recommended for survey control.
 GK0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0929.See file dsdata.txt to determine how the superseded data were derived.
 GK0929
 GK0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4630818213(NAD 83)
 GK0929_MARKER: DS = TRIANGULATION STATION DISK
 GK0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0929
 GK0929  HISTORY     - Date     Condition        Report By
 GK0929  HISTORY     - 1953     MONUMENTED       CGS
 GK0929  HISTORY     - 1973     GOOD             USGS
 GK0929
 GK0929                          STATION DESCRIPTION
 GK0929
 GK0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0929'THE STATION IS LOCATED ALONG THE W SIDE OF FARM ROAD 119,
 GK0929'ABOUT 17 MI. ESE OF STRATFORD, 17-1/2 MI. N OF SUNRAY, 1-1/2 MI.
 GK0929'N OF COLDWATER CREEK, 50 FT. S OF A CATTLE GUARD, 47 FT. W
 GK0929'OF CENTERLINE OF PAVED ROAD AND 3-1/2 FT. E OF NS FENCELINE.
 GK0929'
 GK0929'TO REACH FROM JUNCTIONS OF U.S. HIGHWAY 54 AND STATE ROUTE
 GK0929'289 AT S END OF STRATFORD, GO S AND THEN E ON STATE ROUTE
 GK0929'289 FOR 13.9 MI. TO SIDE ROAD RIGHT AND FARM ROAD 119.  TURN
 GK0929'RIGHT AND GO S ON FARM ROAD 119 FOR 2.9 MI. TO AZIMUTH MARK.
 GK0929'CONTINUE SOUTH ON FARM ROAD 119 FOR 0.7 MI. TO CATTLE GUARD
 GK0929'ON RIGHT SIDE OF ROAD AND THE STATION.
 GK0929'
 GK0929'THE STATION MARK IS A STANDARD DISK STAMPED TANK 1953 SET
 GK0929'IN TOP OF ROUND CONCRETE MONUMENT 12 IN. IN DIAMETER WHICH
 GK0929'PROJECTS ABOUT 3 IN.
 GK0929'
 GK0929'R.M. 1 IS A STANDARD DISK STAMPED TANK NO 1 1953, SET IN TOP
 GK0929'OF A ROUND CONCRETE MONUMENT 12 IN. IN DIAMETER WHICH PROJECTS
 GK0929'ABOUT 2 IN. AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GK0929'IT IS LOCATED 50 FT. W OF CENTERLINE OF PAVED ROAD AND 12 IN.
 GK0929'E OF THE NS FENCELINE.
 GK0929'
 GK0929'R.M. 2 IS A STANDARD DISK STAMPED TANK NO 2 1953 SET IN TOP
 GK0929'OF ROUND CONCRETE MONUMENT 12 IN. IN DIAMETER WHICH PROJECTS
 GK0929'ABOUT 2 IN. AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GK0929'IT IS LOCATED 30 FT. SW OF THE S END OF THE CATTLE GUARD
 GK0929'AND 12 IN. S OF AN EW FENCELINE.
 GK0929'
 GK0929'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TANK 1953, SET
 GK0929'IN TOP OF A ROUND CONCRETE MONUMENT 12 IN. IN DIAMETER WHICH
 GK0929'PROJECTS ABOUT 2 IN.  IT IS LOCATED 60 FT. E OF CENTERLINE
 GK0929'OF FARM ROAD 119 AND 1-1/2 FT. S OF A POWER POLE.
 GK0929
 GK0929                          STATION RECOVERY (1973)
 GK0929
 GK0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WHL)
 GK0929'THE TRI-STATION ITSELF IS IN GOOD CONDITION.  THE REFERENCE
 GK0929'MARKS NO. 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND AND THE
 GK0929'AZIMUTH MARK WAS FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0970 ***********************************************************************
 CD0970  DESIGNATION -  TANK
 CD0970  PID         -  CD0970
 CD0970  STATE/COUNTY-  TX/CULBERSON
 CD0970  USGS QUAD   -  COW MOUNTAIN (1973)
 CD0970
 CD0970                         *CURRENT SURVEY CONTROL
 CD0970  ___________________________________________________________________
 CD0970* NAD 83(1993)-  31 46 09.38919(N)    104 33 36.17337(W)     ADJUSTED  
 CD0970* NAVD 88     -      1388.47   (+/-2cm)    4555.3    (feet)  VERTCON   
 CD0970  ___________________________________________________________________
 CD0970  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 CD0970  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CD0970
 CD0970  HORZ ORDER  -  FIRST
 CD0970  VERT ORDER  -  THIRD ? (See Below)
 CD0970
 CD0970.The horizontal coordinates were established by classical geodetic methods
 CD0970.and adjusted by the National Geodetic Survey in February 1996..
 CD0970
 CD0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0970.The vertical order pertains to the NGVD 29 superseded value.
 CD0970
 CD0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0970
 CD0970.The geoid height was determined by GEOID03.
 CD0970
 CD0970;                    North         East     Units Scale Factor Converg.
 CD0970;SPC TX C     - 3,240,698.753   299,715.332   MT  0.99997135   -2 10 37.2
 CD0970;SPC TX C     -10,632,192.49    983,316.05   sFT  0.99997135   -2 10 37.2
 CD0970;UTM  13      - 3,514,946.220   541,659.711   MT  0.99962140   +0 13 53.9
 CD0970
 CD0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0970!SPC TX C     -   0.99978577  x   0.99997135  =   0.99975712
 CD0970!UTM  13      -   0.99978577  x   0.99962140  =   0.99940725
 CD0970
 CD0970|---------------------------------------------------------------------|
 CD0970| PID    Reference Object                     Distance      Geod. Az  |
 CD0970|                                                           dddmmss.s |
 CD0970| CI0587 TANK RM 1                            13.340 METERS 03836     |
 CD0970| CI0586 TANK AZ MK                                         1644159.8 |
 CD0970| CI0588 TANK RM 2                            23.826 METERS 28846     |
 CD0970|---------------------------------------------------------------------|
 CD0970
 CD0970                          SUPERSEDED SURVEY CONTROL
 CD0970
 CD0970  NAD 83(1993)-  31 46 09.39029(N)    104 33 36.17208(W) AD(       ) 1
 CD0970  NAD 83(1986)-  31 46 09.39009(N)    104 33 36.17151(W) AD(       ) 1
 CD0970  NAD 27      -  31 46 08.95200(N)    104 33 34.38600(W) AD(       ) 1
 CD0970  NGVD 29 (07/19/86) 1387.92   (m)         4553.5    (f) LEVELING    3  
 CD0970
 CD0970.Superseded values are not recommended for survey control.
 CD0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0970.See file dsdata.txt to determine how the superseded data were derived.
 CD0970
 CD0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER4166014946(NAD 83)
 CD0970_MARKER: DS = TRIANGULATION STATION DISK
 CD0970_SETTING: 0 = UNSPECIFIED SETTING
 CD0970
 CD0970  HISTORY     - Date     Condition        Report By
 CD0970  HISTORY     - 1943     MONUMENTED       CGS
 CD0970
 CD0970                          STATION DESCRIPTION
 CD0970
 CD0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0970'THE STTION IS LOCATED ON THE HIGHEST POINT OF A LOW HILL,
 CD0970'ABOUT 17 MILES (AIRLINE) SSE OF PINE SPRINGS, TEXAS, ABOUT 10
 CD0970'MILES SW OF THE 9K RANCH BUILDINGS AND ABOUT 1/2 MILE N OF A
 CD0970'LARGE DIRT RESERVOIR.
 CD0970'
 CD0970'THE STATE LINE BAR IS ON U.S. HIGHWAY 62, 18.4 MILES N OF
 CD0970'PINE SPRINGS, TEXAS, AND ABOUT 38 MILES S OF THE CITY LIMITS
 CD0970'OF CARISBAD, NEW MEXICO.
 CD0970'
 CD0970'THE STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF
 CD0970'A PIPE WHICH IS SURROUNDED BY A MASS OF CONCRETE.  IT PROJECTS
 CD0970'ABOUT 10 INCHES ABOVE GROUND AND IS STAMPED TANK 1943.
 CD0970'
 CD0970'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CD0970'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH GROUND AND ABOUT 12
 CD0970'INCHES LOWER THAN THE STATION.  IT IS STAMPED TANK NO 1 1943.
 CD0970'
 CD0970'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CD0970'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH GROUND AND ABOUT 2
 CD0970'INCHES LOWER THAN THE STATION.  IT IS STAMPED TANK NO 2 1943.
 CD0970'
 CD0970'THE AZIMUTH MARK IS ON A LOW RIDGE ABOUT 0.8 MILE S OF THE
 CD0970'STATION, ABOUT 0.1 MILE W OF THE W END OF FILL FOR LARGE
 CD0970'DIRT TANK, AND ABOUT 4 FEET FROM A SMALL ROCK CAIRN.  IT IS A
 CD0970'BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN A BOULDER, WHICH
 CD0970'PROJECTS ABOUT 8 INCHES ABOVE GROUND.  IT IS STAMPED TANK 1943.
 CD0970'
 CD0970'TO REACH FROM THE STATE LINE BAR, TAKE GRADED DIRT ROAD S
 CD0970'3.2 MILES TO FORKS.  KEEP STRAIGHT AHEAD ON RIGHT FORK 2.4 MILES
 CD0970'TO CROSSROADS.  CONTINUE STRAIGHT AHEAD ON MAIN-TRAVELED ROAD
 CD0970'2.7 MILES TO 9K RANCH HEADQUARTERS.  PASS TO THE RIGHT OF
 CD0970'BUILDINGS AND CONTINUE S 1.3 MILES TO CROSSROADS.  KEEP
 CD0970'STRAIGHT AHEAD 4.8 MILES TO TRACK ROAD RIGHT, OVER A LOW
 CD0970'SADDLE IN RIDGE.  TAKE TRACK ROAD RIGHT FOR 1.2 MILES.  THENCE
 CD0970'LEFT FORK 0.6 MILE.  KEEP STRAIGHT AHEAD ON RIGHT FORK 2.3
 CD0970'MILES TO END OF ROAD AT LARGE DIRT TANK.  FROM THIS POINT GO
 CD0970'NW, ACROSS COUNTRY, AROUND POINT OF FIRST HILL N OF DIRT TANK
 CD0970'TO LOW SADDLE BETWEEN TWO HILLS.  FROM THIS POINT, THE
 CD0970'STATION IS ABOUT 0.2 MILE N ON THE HIGHEST POINT OF HILL
 CD0970'(THE SECOND HILL N OF DIRT TANK).
 CD0970'
 CD0970'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 CD0970'
 CD0970'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0975 ***********************************************************************
 CD0975  DESIGNATION -  TANK
 CD0975  PID         -  CD0975
 CD0975  STATE/COUNTY-  TX/CULBERSON
 CD0975  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0975
 CD0975                         *CURRENT SURVEY CONTROL
 CD0975  ___________________________________________________________________
 CD0975* NAD 83(1993)-  31 40 22.51035(N)    104 30 06.95247(W)     ADJUSTED  
 CD0975* NAVD 88     -      1325.     (meters)    4347.     (feet)  SCALED    
 CD0975  ___________________________________________________________________
 CD0975  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 CD0975  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CD0975
 CD0975  HORZ ORDER  -  THIRD
 CD0975
 CD0975.The horizontal coordinates were established by classical geodetic methods
 CD0975.and adjusted by the National Geodetic Survey in February 1996..
 CD0975
 CD0975.The orthometric height was scaled from a topographic map.
 CD0975
 CD0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0975
 CD0975.The geoid height was determined by GEOID03.
 CD0975
 CD0975;                    North         East     Units Scale Factor Converg.
 CD0975;SPC TX C     - 3,229,814.932   304,816.353   MT  0.99995025   -2 08 49.5
 CD0975;SPC TX C     -10,596,484.49  1,000,051.65   sFT  0.99995025   -2 08 49.5
 CD0975;UTM  13      - 3,504,289.975   547,211.765   MT  0.99962749   +0 15 41.5
 CD0975
 CD0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0975!SPC TX C     -   0.99979580  x   0.99995025  =   0.99974606
 CD0975!UTM  13      -   0.99979580  x   0.99962749  =   0.99942337
 CD0975
 CD0975:                Primary Azimuth Mark                     Grid Az
 CD0975:SPC TX C     -  CAP                                      164 21 10.7
 CD0975:UTM  13      -  CAP                                      161 56 39.7
 CD0975
 CD0975|---------------------------------------------------------------------|
 CD0975| PID    Reference Object                     Distance      Geod. Az  |
 CD0975|                                                           dddmmss.s |
 CD0975| CD0922 CAP                                 APPROX. 5.2 KM 1621221.2 |
 CD0975|---------------------------------------------------------------------|
 CD0975
 CD0975                          SUPERSEDED SURVEY CONTROL
 CD0975
 CD0975  NAD 83(1993)-  31 40 22.51118(N)    104 30 06.95048(W) AD(       ) 3
 CD0975  NAD 83(1986)-  31 40 22.51113(N)    104 30 06.95042(W) AD(       ) 3
 CD0975  NAD 27      -  31 40 22.06602(N)    104 30 05.18153(W) AD(       ) 3
 CD0975
 CD0975.Superseded values are not recommended for survey control.
 CD0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0975.See file dsdata.txt to determine how the superseded data were derived.
 CD0975
 CD0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER4721204290(NAD 83)
 CD0975_MARKER: DD = SURVEY DISK
 CD0975_SETTING: 66 = SET IN ROCK OUTCROP
 CD0975_SP_SET: SET IN ROCK OUTCROP
 CD0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0975+STABILITY: POSITION/ELEVATION WELL
 CD0975
 CD0975  HISTORY     - Date     Condition        Report By
 CD0975  HISTORY     - 1946     MONUMENTED       USGS
 CD0975
 CD0975                          STATION DESCRIPTION
 CD0975
 CD0975'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0975'STATION ABOUT 21 MI. /AIRLINE/ S. OF STATE LINE BAR, APPROXIMATELY 4
 CD0975'MI. S. OF JUNCTION VAN HORN - STATE LINE COUNTY RD. AND K. C. RANCH
 CD0975'RD., 1 MI. W. OF RD. THAT LEADS TO K. C. RANCH HOUSE, 0.5 MI. W.
 CD0975'SALT TANK.  ON LOW RIDGE AND APPROXIMATELY 0.5 MI. FROM N. END.
 CD0975'
 CD0975'TO REACH FROM U.S. HIGHWAY 62, TAKE VAN HORN - STATE LINE COUNTY RD.
 CD0975'S. FROM STATE LINE BAR.  FOLLOW COUNTY RD. 5 MI. TO RD. FORK, TAKE
 CD0975'RIGHT RD. STRAIGHT AHEAD TO 9 K RANCH, CONTINUE ON S. CROSSING
 CD0975'DELAWARE RIVER AND PASOTEX PIPE LINE RD., CONTINUE S. FROM CROSSING
 CD0975'APPROXIMATELY 8 MI. TO RD. FORKS, FROM HERE TAKE LEFT RD. 4 MI. TO
 CD0975'SALT TANK STATION 15.5 MI. DUE W.
 CD0975'
 CD0975'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP FLUSH WITH GROUND,
 CD0975'STAMPED ---TANK 1946---.
 CD0975'
 CD0975'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1021 ***********************************************************************
 CD1021  DESIGNATION -  TANK
 CD1021  PID         -  CD1021
 CD1021  STATE/COUNTY-  TX/HUDSPETH
 CD1021  USGS QUAD   -  ALLAMOORE (1964)
 CD1021
 CD1021                         *CURRENT SURVEY CONTROL
 CD1021  ___________________________________________________________________
 CD1021* NAD 83(1993)-  31 00 07.62092(N)    105 03 42.03587(W)     ADJUSTED  
 CD1021* NAVD 88     -      1388.51   (+/-2cm)    4555.5    (feet)  VERTCON   
 CD1021  ___________________________________________________________________
 CD1021  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CD1021  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CD1021
 CD1021  HORZ ORDER  -  THIRD
 CD1021  VERT ORDER  -  THIRD ? (See Below)
 CD1021
 CD1021.The horizontal coordinates were established by classical geodetic methods
 CD1021.and adjusted by the National Geodetic Survey in February 1996..
 CD1021
 CD1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1021.The vertical order pertains to the NGVD 29 superseded value.
 CD1021
 CD1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1021
 CD1021.The geoid height was determined by GEOID03.
 CD1021
 CD1021;                    North         East     Units Scale Factor Converg.
 CD1021;SPC TX C     - 3,157,635.688   248,622.384   MT  0.99988174   -2 26 07.4
 CD1021;SPC TX C     -10,359,676.42    815,688.60   sFT  0.99988174   -2 26 07.4
 CD1021;UTM  13      - 3,429,838.174   494,112.105   MT  0.99960043   -0 01 54.4
 CD1021
 CD1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1021!SPC TX C     -   0.99978560  x   0.99988174  =   0.99966737
 CD1021!UTM  13      -   0.99978560  x   0.99960043  =   0.99938612
 CD1021
 CD1021:                Primary Azimuth Mark                     Grid Az
 CD1021:SPC TX C     -  EAGLE SPRING                             276 55 31.0
 CD1021:UTM  13      -  EAGLE SPRING                             274 31 18.0
 CD1021
 CD1021|---------------------------------------------------------------------|
 CD1021| PID    Reference Object                     Distance      Geod. Az  |
 CD1021|                                                           dddmmss.s |
 CD1021| CD1022 EAGLE SPRING                        APPROX. 2.1 KM 2742923.6 |
 CD1021|---------------------------------------------------------------------|
 CD1021
 CD1021                          SUPERSEDED SURVEY CONTROL
 CD1021
 CD1021  NAD 83(1986)-  31 00 07.62624(N)    105 03 42.05120(W) AD(       ) 3
 CD1021  NAD 27      -  31 00 07.13389(N)    105 03 40.25549(W) AD(       ) 3
 CD1021  NGVD 29 (07/19/86) 1387.92   (m)         4553.5    (f) LEVELING    3  
 CD1021
 CD1021.Superseded values are not recommended for survey control.
 CD1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1021.See file dsdata.txt to determine how the superseded data were derived.
 CD1021
 CD1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9411229838(NAD 83)
 CD1021_MARKER: DD = SURVEY DISK
 CD1021_SETTING: 0 = UNSPECIFIED SETTING
 CD1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1021
 CD1021  HISTORY     - Date     Condition        Report By
 CD1021  HISTORY     - 1950     MONUMENTED       USGS
 CD1021
 CD1021                          STATION DESCRIPTION
 CD1021
 CD1021'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 CD1021'TO REACH STATION FROM ALLAMOORE, GO 5.0 MI. ALONG ROAD TO HOT WELLS,
 CD1021'THENCE SW 0.3 MI. TO RANCH HOUSE, THENCE SW 0.5 MI. ALONG FENCE LINE
 CD1021'ROAD, THENCE W. 2.1 MI. ALONG FENCE LINE ROAD TO CIRCULAR STEEL STOCK
 CD1021'TANK AND STATION SITE.
 CD1021'STATION IS 204 FT. SW ALONG FENCE FROM TANK, 255 FT. NE ALONG FENCE
 CD1021'FROM CORNER POST AT CROSS FENCES, 1 FT. N. OF FENCE.
 CD1021'
 CD1021'STATION MARK--STANDARD TABLET STAMPED -TANK 1950-, SET IN A CONCRETE
 CD1021'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6510 ***********************************************************************
 AW6510  DESIGNATION -  TANK 1
 AW6510  PID         -  AW6510
 AW6510  STATE/COUNTY-  TX/HARRIS
 AW6510  USGS QUAD   -  PARK PLACE (1995)
 AW6510
 AW6510                         *CURRENT SURVEY CONTROL
 AW6510  ___________________________________________________________________
 AW6510* NAD 83(1993)-  29 43 44.75563(N)    095 15 10.19639(W)     ADJUSTED  
 AW6510* NAVD 88     -                                                        
 AW6510  ___________________________________________________________________
 AW6510  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6510  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6510
 AW6510  HORZ ORDER  -  THIRD
 AW6510
 AW6510.The horizontal coordinates were established by classical geodetic methods
 AW6510.and adjusted by the National Geodetic Survey in February 1996..
 AW6510
 AW6510
 AW6510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6510
 AW6510.The geoid height was determined by GEOID03.
 AW6510
 AW6510;                    North         East     Units Scale Factor Converg.
 AW6510;SPC TXSC     - 4,215,909.016   962,425.168   MT  0.99988683   +1 50 08.8
 AW6510;SPC TXSC     -13,831,694.83  3,157,556.57   sFT  0.99988683   +1 50 08.8
 AW6510;UTM  15      - 3,290,892.941   282,103.081   MT  1.00018585   -1 07 03.4
 AW6510
 AW6510                          SUPERSEDED SURVEY CONTROL
 AW6510
 AW6510  NAD 83(1986)-  29 43 44.77090(N)    095 15 10.17788(W) AD(       ) 4
 AW6510  NAD 27      -  29 43 43.94971(N)    095 15 09.41424(W) AD(       ) 3
 AW6510
 AW6510.Superseded values are not recommended for survey control.
 AW6510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6510.See file dsdata.txt to determine how the superseded data were derived.
 AW6510
 AW6510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8210390893(NAD 83)
 AW6510_MARKER: 53 = ELEVATED TANK
 AW6510
 AW6510  HISTORY     - Date     Condition        Report By
 AW6510  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6510  HISTORY     - 1934     GOOD             TXGS
 AW6510  HISTORY     - 1952     GOOD             CGS
 AW6510  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6510
 AW6510                          STATION DESCRIPTION
 AW6510
 AW6510'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6510'STATION IS LOCATED ON THE N PART OF TEXAS WAREHOUSE PROPERTY,
 AW6510'ON THE HOUSTON SHIP CHANNEL, IN THE VICINITY OF FIDELITY
 AW6510'ISLAND.  IT IS THE APEX OF THE CONICAL TOP OF A 50,000-GALLON
 AW6510'80-FOOT STEEL WATER TANK.
 AW6510
 AW6510                          STATION RECOVERY (1934)
 AW6510
 AW6510'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6510'DESCRIPTION SATISFACTORY.
 AW6510
 AW6510                          STATION RECOVERY (1952)
 AW6510
 AW6510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6510'STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 AW6510'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--TANK IS PAINTED
 AW6510'SILVER AND HAS THE LETTERS USS PAINTED IN BLACK ON THE N SIDE
 AW6510'OF THE TANK.
 AW6510
 AW6510                          STATION RECOVERY (1995)
 AW6510
 AW6510'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0626 ***********************************************************************
 EN0626  DESIGNATION -  TANK 1964
 EN0626  PID         -  EN0626
 EN0626  STATE/COUNTY-  TX/DONLEY
 EN0626  USGS QUAD   -  CLARENDON (1982)
 EN0626
 EN0626                         *CURRENT SURVEY CONTROL
 EN0626  ___________________________________________________________________
 EN0626* NAD 83(1986)-  34 56 26.     (N)    100 54 18.     (W)     SCALED    
 EN0626* NAVD 88     -       859.700  (meters)    2820.53   (feet)  ADJUSTED  
 EN0626  ___________________________________________________________________
 EN0626  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EN0626  DYNAMIC HT  -         858.703 (meters)    2817.26  (feet)  COMP
 EN0626  MODELED GRAV-     979,446.7   (mgal)                       NAVD 88
 EN0626
 EN0626  VERT ORDER  -  FIRST     CLASS II
 EN0626
 EN0626.The horizontal coordinates were scaled from a topographic map and have
 EN0626.an estimated accuracy of +/- 6 seconds.
 EN0626
 EN0626.The orthometric height was determined by differential leveling
 EN0626.and adjusted by the National Geodetic Survey in June 1991..
 EN0626
 EN0626.The geoid height was determined by GEOID03.
 EN0626
 EN0626.The dynamic height is computed by dividing the NAVD 88
 EN0626.geopotential number by the normal gravity value computed on the
 EN0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0626.degrees latitude (g = 980.6199 gals.).
 EN0626
 EN0626.The modeled gravity was interpolated from observed gravity values.
 EN0626
 EN0626;                    North         East    Units  Estimated Accuracy
 EN0626;SPC TX N     - 1,104,510.      254,350.      MT  (+/- 180 meters Scaled)
 EN0626
 EN0626                          SUPERSEDED SURVEY CONTROL
 EN0626
 EN0626.No superseded survey control is available for this station.
 EN0626
 EN0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD260681(NAD 83)
 EN0626_MARKER: DS = TRIANGULATION STATION DISK
 EN0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0626_SP_SET: CONCRETE POST
 EN0626_STAMPING: TANK 1964
 EN0626_MARK LOGO: CGS   
 EN0626_PROJECTION: FLUSH
 EN0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0626+STABILITY: SURFACE MOTION
 EN0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0626+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 EN0626
 EN0626  HISTORY     - Date     Condition        Report By
 EN0626  HISTORY     - 1964     MONUMENTED       CGS
 EN0626  HISTORY     - 1984     GOOD             NGS
 EN0626  HISTORY     - 20040803 GOOD             USPSQD
 EN0626  HISTORY     - 20050804 GOOD             USPSQD
 EN0626
 EN0626                          STATION DESCRIPTION
 EN0626
 EN0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0626'IN CLARENDON.
 EN0626'IN CLARENDON, AT THE MUNICIPAL WATER TANK AT THE INTERSECTION OF WEST
 EN0626'5TH AND COLLISON STREETS, 53.0 M (173.9 FT) NORTH OF THE CENTER OF
 EN0626'WEST 5TH STREET, 23.5 M (77.1 FT) NORTH OF THE NORTH CORNER OF THE
 EN0626'CONCRETE BASE OF THE NORTHWEST LEG OF THE WATER TANK, 19.6 M (64.3 FT)
 EN0626'NORTHWEST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE TANK, 18.9 M
 EN0626'(62.0 FT) WEST OF THE CENTER OF COLLISON STREET, AND 15.7 M (51.5 FT)
 EN0626'SOUTHWEST OF A UTILITY POLE.
 EN0626'THE MARK IS ABOVE LEVEL WITH THE STREET.
 EN0626
 EN0626                          STATION RECOVERY (2004)
 EN0626
 EN0626'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0626'RECOVERED IN GOOD CONDITION.
 EN0626
 EN0626                          STATION RECOVERY (2005)
 EN0626
 EN0626'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0626'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6509 ***********************************************************************
 AW6509  DESIGNATION -  TANK 2
 AW6509  PID         -  AW6509
 AW6509  STATE/COUNTY-  TX/HARRIS
 AW6509  USGS QUAD   -  PARK PLACE (1995)
 AW6509
 AW6509                         *CURRENT SURVEY CONTROL
 AW6509  ___________________________________________________________________
 AW6509* NAD 83(1993)-  29 43 49.96045(N)    095 15 22.34732(W)     ADJUSTED  
 AW6509* NAVD 88     -                                                        
 AW6509  ___________________________________________________________________
 AW6509  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6509  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6509
 AW6509  HORZ ORDER  -  THIRD
 AW6509
 AW6509.The horizontal coordinates were established by classical geodetic methods
 AW6509.and adjusted by the National Geodetic Survey in February 1996..
 AW6509
 AW6509
 AW6509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6509
 AW6509.The geoid height was determined by GEOID03.
 AW6509
 AW6509;                    North         East     Units Scale Factor Converg.
 AW6509;SPC TXSC     - 4,216,058.723   962,093.696   MT  0.99988700   +1 50 02.9
 AW6509;SPC TXSC     -13,832,185.99  3,156,469.07   sFT  0.99988700   +1 50 02.9
 AW6509;UTM  15      - 3,291,059.577   281,779.666   MT  1.00018759   -1 07 09.6
 AW6509
 AW6509                          SUPERSEDED SURVEY CONTROL
 AW6509
 AW6509  NAD 83(1986)-  29 43 49.97561(N)    095 15 22.32902(W) AD(       ) 4
 AW6509  NAD 27      -  29 43 49.15499(N)    095 15 21.56406(W) AD(       ) 3
 AW6509
 AW6509.Superseded values are not recommended for survey control.
 AW6509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6509.See file dsdata.txt to determine how the superseded data were derived.
 AW6509
 AW6509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8178091060(NAD 83)
 AW6509_MARKER: 53 = ELEVATED TANK
 AW6509
 AW6509  HISTORY     - Date     Condition        Report By
 AW6509  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6509  HISTORY     - 1934     GOOD             TXGS
 AW6509  HISTORY     - 1952     GOOD             CGS
 AW6509  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6509
 AW6509                          STATION DESCRIPTION
 AW6509
 AW6509'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6509'STATION IS LOCATED ABOUT 350 METERS N OF THE CENTRAL PART OF
 AW6509'FIDELITY ISLAND, ON THE HOUSTON SHIP CHANNEL.  IT IS THE APEX OF
 AW6509'THE CONICAL TOP OF A SILVER-COLORED STEEL WATER TANK.
 AW6509
 AW6509                          STATION RECOVERY (1934)
 AW6509
 AW6509'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6509'DESCRIPTION SATISFACTORY.
 AW6509
 AW6509                          STATION RECOVERY (1952)
 AW6509
 AW6509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6509'STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 AW6509'IS INADEQUATE AND A NEW DESCRIPTION FOLLOWS--
 AW6509'
 AW6509'STATION IS LOCATED ON THE N SIDE OF HOUSTON SHIP CHANNEL
 AW6509'ON THE PROPERTY OF THE CLINTON TERMINAL CONTINENTAL OIL CO.
 AW6509'AT 9700 CLINTON DRIVE.  STATION IS THE APEX OF THE CONICAL
 AW6509'TOP OF A 50,000 GALLON, 80-FOOT SILVER PAINTED STEEL WATER
 AW6509'TANK.
 AW6509
 AW6509                          STATION RECOVERY (1995)
 AW6509
 AW6509'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6496 ***********************************************************************
 AW6496  DESIGNATION -  TANK 4
 AW6496  PID         -  AW6496
 AW6496  STATE/COUNTY-  TX/HARRIS
 AW6496  USGS QUAD   -  PARK PLACE (1995)
 AW6496
 AW6496                         *CURRENT SURVEY CONTROL
 AW6496  ___________________________________________________________________
 AW6496* NAD 83(1993)-  29 44 31.34081(N)    095 17 02.11097(W)     ADJUSTED  
 AW6496* NAVD 88     -                                                        
 AW6496  ___________________________________________________________________
 AW6496  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6496  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6496
 AW6496  HORZ ORDER  -  THIRD
 AW6496
 AW6496.The horizontal coordinates were established by classical geodetic methods
 AW6496.and adjusted by the National Geodetic Survey in February 1996..
 AW6496
 AW6496
 AW6496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6496
 AW6496.The geoid height was determined by GEOID03.
 AW6496
 AW6496;                    North         East     Units Scale Factor Converg.
 AW6496;SPC TXSC     - 4,217,246.602   959,373.855   MT  0.99988840   +1 49 14.0
 AW6496;SPC TXSC     -13,836,083.23  3,147,545.72   sFT  0.99988840   +1 49 14.0
 AW6496;UTM  15      - 3,292,386.439   279,123.834   MT  1.00020198   -1 08 00.6
 AW6496
 AW6496                          SUPERSEDED SURVEY CONTROL
 AW6496
 AW6496  NAD 83(1986)-  29 44 31.35603(N)    095 17 02.09183(W) AD(       ) 4
 AW6496  NAD 27      -  29 44 30.53600(N)    095 17 01.32387(W) AD(       ) 3
 AW6496
 AW6496.Superseded values are not recommended for survey control.
 AW6496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6496.See file dsdata.txt to determine how the superseded data were derived.
 AW6496
 AW6496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7912492386(NAD 83)
 AW6496_MARKER: 51 = TANK
 AW6496
 AW6496  HISTORY     - Date     Condition        Report By
 AW6496  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6496  HISTORY     - 1934     GOOD             TXGS
 AW6496  HISTORY     - 1952     GOOD             CGS
 AW6496  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6496
 AW6496                          STATION DESCRIPTION
 AW6496
 AW6496'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6496'AT HARRISBURG, IN N PART OF HOUSTON COMPRESS COMPANY PLANT,
 AW6496'ON THE HOUSTON SHIP CHANNEL, ABOUT 400 METERS E OF THE INTERSECTION
 AW6496'OF SEVENTY-SIXTH STREET AND AVENUE P, AND ABOUT 26 METERS
 AW6496'FROM A CONCRETE STACK TO THE SE.  IT IS THE APEX OF THE CONICAL
 AW6496'TOP OF A BLACK WATER TANK.
 AW6496
 AW6496                          STATION RECOVERY (1934)
 AW6496
 AW6496'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6496'DESCRIPTION SATISFACTORY.
 AW6496
 AW6496                          STATION RECOVERY (1952)
 AW6496
 AW6496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6496'STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 AW6496'IS ADEQUATE WITH THE FOLLOWING CHANGE--THE TANK IS PAINTED
 AW6496'SILVER AND BEARS THE NAME LONG REACH IN LARGE RED LETTERS.
 AW6496
 AW6496                          STATION RECOVERY (1995)
 AW6496
 AW6496'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6499 ***********************************************************************
 AW6499  DESIGNATION -  TANK 5
 AW6499  PID         -  AW6499
 AW6499  STATE/COUNTY-  TX/HARRIS
 AW6499  USGS QUAD   -  PARK PLACE (1995)
 AW6499
 AW6499                         *CURRENT SURVEY CONTROL
 AW6499  ___________________________________________________________________
 AW6499* NAD 83(1993)-  29 43 14.60995(N)    095 16 09.21810(W)     ADJUSTED  
 AW6499* NAVD 88     -                                                        
 AW6499  ___________________________________________________________________
 AW6499  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6499  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6499
 AW6499  HORZ ORDER  -  THIRD
 AW6499
 AW6499.The horizontal coordinates were established by classical geodetic methods
 AW6499.and adjusted by the National Geodetic Survey in February 1996..
 AW6499
 AW6499
 AW6499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6499
 AW6499.The geoid height was determined by GEOID03.
 AW6499
 AW6499;                    North         East     Units Scale Factor Converg.
 AW6499;SPC TXSC     - 4,214,930.681   960,869.596   MT  0.99988583   +1 49 39.9
 AW6499;SPC TXSC     -13,828,485.08  3,152,453.00   sFT  0.99988583   +1 49 39.9
 AW6499;UTM  15      - 3,289,995.778   280,498.682   MT  1.00019451   -1 07 31.7
 AW6499
 AW6499                          SUPERSEDED SURVEY CONTROL
 AW6499
 AW6499  NAD 83(1986)-  29 43 14.62560(N)    095 16 09.19935(W) AD(       ) 4
 AW6499  NAD 27      -  29 43 13.80334(N)    095 16 08.43264(W) AD(       ) 3
 AW6499
 AW6499.Superseded values are not recommended for survey control.
 AW6499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6499.See file dsdata.txt to determine how the superseded data were derived.
 AW6499
 AW6499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8049989996(NAD 83)
 AW6499_MARKER: 53 = ELEVATED TANK
 AW6499
 AW6499  HISTORY     - Date     Condition        Report By
 AW6499  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6499  HISTORY     - 1934     GOOD             TXGS
 AW6499  HISTORY     - 1952     GOOD             CGS
 AW6499  HISTORY     - 19950624 GOOD             USPSQD
 AW6499
 AW6499                          STATION DESCRIPTION
 AW6499
 AW6499'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6499'AT HARRISBURG, ABOUT 325 METERS S OF BUFFALO BAYOU, ON THE
 AW6499'PROPERTY OF TEXAS CHEMICAL CO., IN THE VICINITY OF MARINE PARK
 AW6499'ISLAND.  IT IS THE APEX OF THE CONICAL TOP OF A 58-FOOT
 AW6499'SILVER-COLORED STEEL WATER TANK ABOUT 100 FEET E OF A BUILDING
 AW6499'USED AS A BONE PLANT.
 AW6499
 AW6499                          STATION RECOVERY (1934)
 AW6499
 AW6499'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6499'DESCRIPTION SATISFACTORY.
 AW6499
 AW6499                          STATION RECOVERY (1952)
 AW6499
 AW6499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6499'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AW6499'IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE--TEXAS CHEMICAL
 AW6499'COMPANY IS NOW THE PROPERTY OF CONSOLIDATED CHEMICAL INDUSTRIES,
 AW6499'INC.
 AW6499
 AW6499                          STATION RECOVERY (1995)
 AW6499
 AW6499'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2006 ***********************************************************************
 AY2006  DESIGNATION -  TANK CENTER NEAR STA WHITE
 AY2006  PID         -  AY2006
 AY2006  STATE/COUNTY-  TX/KERR
 AY2006  USGS QUAD   -  ECHO HILL RANCH (1964)
 AY2006
 AY2006                         *CURRENT SURVEY CONTROL
 AY2006  ___________________________________________________________________
 AY2006* NAD 83(1993)-  29 56 23.66051(N)    099 21 07.49639(W)     ADJUSTED  
 AY2006* NAVD 88     -                                                        
 AY2006  ___________________________________________________________________
 AY2006  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AY2006  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 AY2006
 AY2006  HORZ ORDER  -  THIRD
 AY2006
 AY2006.The horizontal coordinates were established by classical geodetic methods
 AY2006.and adjusted by the National Geodetic Survey in February 1996..
 AY2006
 AY2006
 AY2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2006
 AY2006.The geoid height was determined by GEOID03.
 AY2006
 AY2006;                    North         East     Units Scale Factor Converg.
 AY2006;SPC TXSC     - 4,233,519.119   566,011.247   MT  0.99991883   -0 10 21.0
 AY2006;SPC TXSC     -13,889,470.64  1,856,988.57   sFT  0.99991883   -0 10 21.0
 AY2006;SPC TX C     - 3,030,709.160   794,737.936   MT  1.00005188   +0 30 19.4
 AY2006;SPC TX C     - 9,943,251.64  2,607,402.71   sFT  1.00005188   +0 30 19.4
 AY2006;UTM  14      - 3,312,178.552   466,021.925   MT  0.99961424   -0 10 32.6
 AY2006
 AY2006                          SUPERSEDED SURVEY CONTROL
 AY2006
 AY2006  NAD 83(1986)-  29 56 23.66745(N)    099 21 07.48542(W) AD(       ) 4
 AY2006  NAD 27      -  29 56 22.90000(N)    099 21 06.33000(W) AD(       ) 3
 AY2006
 AY2006.Superseded values are not recommended for survey control.
 AY2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2006.See file dsdata.txt to determine how the superseded data were derived.
 AY2006
 AY2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU6602212179(NAD 83)
 AY2006_MARKER: 51 = TANK
 AY2006
 AY2006  HISTORY     - Date     Condition        Report By
 AY2006  HISTORY     - 1944     FIRST OBSERVED   CGS
 AY2006
 AY2006                          STATION DESCRIPTION
 AY2006
 AY2006'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1047 ***********************************************************************
 AE1047  DESIGNATION -  TANK IBWC
 AE1047  PID         -  AE1047
 AE1047  STATE/COUNTY-  TX/ZAPATA
 AE1047  USGS QUAD   -  ZAPATA (1979)
 AE1047
 AE1047                         *CURRENT SURVEY CONTROL
 AE1047  ___________________________________________________________________
 AE1047* NAD 83(1986)-  26 54 27.     (N)    099 16 16.     (W)     SCALED    
 AE1047* NAVD 88     -       123.020  (meters)     403.61   (feet)  ADJUSTED  
 AE1047  ___________________________________________________________________
 AE1047  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AE1047  DYNAMIC HT  -         122.821 (meters)     402.96  (feet)  COMP
 AE1047  MODELED GRAV-     979,030.9   (mgal)                       NAVD 88
 AE1047
 AE1047  VERT ORDER  -  FIRST     CLASS II
 AE1047
 AE1047.The horizontal coordinates were scaled from a topographic map and have
 AE1047.an estimated accuracy of +/- 6 seconds.
 AE1047
 AE1047.The orthometric height was determined by differential leveling
 AE1047.and adjusted by the National Geodetic Survey in June 1991..
 AE1047.WARNING-Repeat measurements at this control monument indicate possible
 AE1047.vertical movement.
 AE1047
 AE1047.The geoid height was determined by GEOID03.
 AE1047
 AE1047.The dynamic height is computed by dividing the NAVD 88
 AE1047.geopotential number by the normal gravity value computed on the
 AE1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1047.degrees latitude (g = 980.6199 gals.).
 AE1047
 AE1047.The modeled gravity was interpolated from observed gravity values.
 AE1047
 AE1047;                    North         East    Units  Estimated Accuracy
 AE1047;SPC TX S     - 5,137,710.      223,410.      MT  (+/- 180 meters Scaled)
 AE1047
 AE1047                          SUPERSEDED SURVEY CONTROL
 AE1047
 AE1047  NGVD 29 (??/??/92)  123.050  (m)          403.71   (f) ADJ UNCH    1 2
 AE1047
 AE1047.Superseded values are not recommended for survey control.
 AE1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1047.See file dsdata.txt to determine how the superseded data were derived.
 AE1047
 AE1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ730762(NAD 83)
 AE1047_MARKER: DD = SURVEY DISK
 AE1047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1047_SP_SET: WATER TOWER LEG
 AE1047_STAMPING: TANK 1953 403.551
 AE1047_MARK LOGO: IBWC  
 AE1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1047
 AE1047  HISTORY     - Date     Condition        Report By
 AE1047  HISTORY     - 1953     MONUMENTED       IBWC
 AE1047  HISTORY     - 1956     GOOD             NGS
 AE1047  HISTORY     - 1981     GOOD             NGS
 AE1047
 AE1047                          STATION DESCRIPTION
 AE1047
 AE1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1047'IN ZAPATA.
 AE1047'AT ZAPATA, 0.8 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE NORTHWEST
 AE1047'CORNER OF THE NORTH LEG OF THE WATER TOWER.
 AE1047
 AE1047                          STATION RECOVERY (1981)
 AE1047
 AE1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1047'RECOVERED THIS DATE, NOTE, AT THE JUNCTION OF U.S. HIGHWAY 83 AND
 AE1047'STATE ROUTE 16 IN ZAPATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0192 ***********************************************************************
 AP0192  DESIGNATION -  TANK NEAR STA LAPLACE
 AP0192  PID         -  AP0192
 AP0192  STATE/COUNTY-  TX/MAVERICK
 AP0192  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0192
 AP0192                         *CURRENT SURVEY CONTROL
 AP0192  ___________________________________________________________________
 AP0192* NAD 83(1993)-  28 42 44.71425(N)    100 29 30.90002(W)     ADJUSTED  
 AP0192* NAVD 88     -                                                        
 AP0192  ___________________________________________________________________
 AP0192  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AP0192  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0192
 AP0192  HORZ ORDER  -  THIRD
 AP0192
 AP0192.The horizontal coordinates were established by classical geodetic methods
 AP0192.and adjusted by the National Geodetic Survey in February 1996..
 AP0192
 AP0192
 AP0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0192
 AP0192.The geoid height was determined by GEOID03.
 AP0192
 AP0192;                    North         East     Units Scale Factor Converg.
 AP0192;SPC TXSC     - 4,098,357.770   454,244.075   MT  0.99992182   -0 43 51.3
 AP0192;SPC TXSC     -13,446,028.78  1,490,299.10   sFT  0.99992182   -0 43 51.3
 AP0192;UTM  14      - 3,177,036.547   354,278.103   MT  0.99986206   -0 43 00.7
 AP0192
 AP0192                          SUPERSEDED SURVEY CONTROL
 AP0192
 AP0192  NAD 83(1986)-  28 42 44.70948(N)    100 29 30.87770(W) AD(       ) 4
 AP0192  NAD 27      -  28 42 43.79100(N)    100 29 29.60700(W) AD(       ) 3
 AP0192
 AP0192.Superseded values are not recommended for survey control.
 AP0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0192.See file dsdata.txt to determine how the superseded data were derived.
 AP0192
 AP0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5427877037(NAD 83)
 AP0192_MARKER: 51 = TANK
 AP0192
 AP0192  HISTORY     - Date     Condition        Report By
 AP0192  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0192
 AP0192                          STATION DESCRIPTION
 AP0192
 AP0192'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6405 ***********************************************************************
 AW6405  DESIGNATION -  TANKS
 AW6405  PID         -  AW6405
 AW6405  STATE/COUNTY-  TX/HARRIS
 AW6405  USGS QUAD   -  LEAGUE CITY (1995)
 AW6405
 AW6405                         *CURRENT SURVEY CONTROL
 AW6405  ___________________________________________________________________
 AW6405* NAD 83(1993)-  29 37 20.44777(N)    095 05 45.07076(W)     ADJUSTED  
 AW6405* NAVD 88     -         4.10   (+/-2cm)      13.5    (feet)  VERTCON   
 AW6405  ___________________________________________________________________
 AW6405  X           -    -492,878.662 (meters)                     COMP
 AW6405  Y           -  -5,527,115.235 (meters)                     COMP
 AW6405  Z           -   3,134,039.314 (meters)                     COMP
 AW6405  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6405  ELLIP HEIGHT-         -23.52  (meters)          (02/16/96) GPS OBS
 AW6405  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6405
 AW6405  HORZ ORDER  -  FIRST
 AW6405  VERT ORDER  -  THIRD ? (See Below)
 AW6405  ELLP ORDER  -  FIFTH     CLASS I
 AW6405
 AW6405.The horizontal coordinates were established by classical geodetic methods
 AW6405.and adjusted by the National Geodetic Survey in February 1996..
 AW6405
 AW6405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6405.The vertical order pertains to the NGVD 29 superseded value.
 AW6405
 AW6405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW6405
 AW6405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6405
 AW6405.The ellipsoidal height was determined by GPS observations
 AW6405.and is referenced to NAD 83.
 AW6405
 AW6405.The geoid height was determined by GEOID03.
 AW6405
 AW6405;                    North         East     Units Scale Factor Converg.
 AW6405;SPC TXSC     - 4,204,580.515   977,997.549   MT  0.99987578   +1 54 45.7
 AW6405;SPC TXSC     -13,794,527.91  3,208,646.96   sFT  0.99987578   +1 54 45.7
 AW6405;UTM  15      - 3,278,774.509   297,075.541   MT  1.00010811   -1 02 10.7
 AW6405
 AW6405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6405!SPC TXSC     -   1.00000369  x   0.99987578  =   0.99987947
 AW6405!UTM  15      -   1.00000369  x   1.00010811  =   1.00011180
 AW6405
 AW6405|---------------------------------------------------------------------|
 AW6405| PID    Reference Object                     Distance      Geod. Az  |
 AW6405|                                                           dddmmss.s |
 AW6405| CV6850 TANKS RM 2                           24.661 METERS 11539     |
 AW6405| CV6848 TANKS AZ MK                                        3215846.6 |
 AW6405| CV6849 TANKS RM 1                           23.675 METERS 32621     |
 AW6405|---------------------------------------------------------------------|
 AW6405
 AW6405                          SUPERSEDED SURVEY CONTROL
 AW6405
 AW6405  NAD 83(1986)-  29 37 20.46461(N)    095 05 45.05145(W) AD(       ) 1
 AW6405  NAD 27      -  29 37 19.63350(N)    095 05 44.29939(W) AD(       ) 1
 AW6405  NGVD 29 (07/19/86)    4.10   (m)           13.5    (f) LEVELING    3  
 AW6405
 AW6405.Superseded values are not recommended for survey control.
 AW6405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6405.See file dsdata.txt to determine how the superseded data were derived.
 AW6405
 AW6405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9707678775(NAD 83)
 AW6405_MARKER: DD = SURVEY DISK
 AW6405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6405_SP_SET: CONCRETE POST
 AW6405_STAMPING: TANKS 1968
 AW6405_MARK LOGO: CGS   
 AW6405_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW6405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW6405+STABILITY: POSITION/ELEVATION WELL
 AW6405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6405+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1992
 AW6405
 AW6405  HISTORY     - Date     Condition        Report By
 AW6405  HISTORY     - 1968     MONUMENTED       CGS
 AW6405  HISTORY     - 1968     GOOD             CGS
 AW6405  HISTORY     - 19921021 GOOD             NOS
 AW6405  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW6405  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW6405  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AW6405
 AW6405                          STATION DESCRIPTION
 AW6405
 AW6405'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6405'NO MEASUREMENTS BETWEEN R.M.S, FENCE ON LINE.
 AW6405'
 AW6405'THE STATION IS LOCATED ON PROPERTY OF THE HUMBLE OIL COMPANY AT THE
 AW6405'SITE OF THE HUMBLE WEST FEE C BATTERY 1 STORAGE TANKS, ABOUT 8-1/4
 AW6405'MILES SOUTHEAST OF PASADENA, 5-3/4 MILES NORTHWEST OF SEABROOK, 4
 AW6405'1/2 MILES EAST-NORTHEAST OF ELLINGTON AIR FORCE BASE AND 1 MILE
 AW6405'SOUTHEAST OF THE HUMBLE COUNTRY CLUB.
 AW6405'
 AW6405'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 225
 AW6405'(PASADENA FREEWAY) AND RED BLUFF ROAD IN PASADENA, GO SOUTHEAST ON
 AW6405'RED BLUFF ROAD FOR 7.5 MILES TO A SIDE ROAD RIGHT (GENOA-RED BLUFF
 AW6405'ROAD).  CONTINUE AHEAD SOUTHEAST ALONG THE EAST EDGE OF THE HUMBLE
 AW6405'COUNTRY CLUB (THE SOUTH BOUND LANES IS NOW UNDER CONSTRUCTION)
 AW6405'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT, ON THE EAST SIDE OF
 AW6405'THE NORTH BOUND LANES OF RED BLUFF ROAD.  CONTINUE SOUTHEAST FOR
 AW6405'0.4 MILE TO A LOCKED GATE ON THE RIGHT AND THE STATION AS
 AW6405'DESCRIBED.
 AW6405'
 AW6405'THE STATION MARK IS A STANDARD DISK STAMPED TANKS 1968, SET IN THE
 AW6405'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6405'GROUND.  IT IS 76 FEET SOUTHEAST OF THE EAST GATE POST OF THE
 AW6405'LOCKED GATE, 61 FEET NORTH-NORTHEAST OF A WIRE FENCE AND 22 FEET
 AW6405'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND WIRE FENCE.
 AW6405'
 AW6405'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TANKS NO 1 1968, SET IN
 AW6405'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6405'4 INCHES ABOVE THE GROUND.  IT IS 21.1 FEET NORTH-NORTHEAST OF THE
 AW6405'EAST GATE POST, 1.4 FEET EAST OF THE EAST EDGE OF A METAL RAMP
 AW6405'WHICH LEADS OVER THE WIRE FENCE AND 1 FOOT SOUTH-SOUTHWEST OF THE
 AW6405'WIRE FENCE.
 AW6405'
 AW6405'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TANKS NO 2 1968, SET IN
 AW6405'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6405'4 INCHES ABOVE THE GROUND.  IT IS 95.3 FEET NORTH OF THE NORTHEAST
 AW6405'CORNER OF THE WIRE FENCE, 80.4 FEET NORTHEAST OF THE WIRE FENCE
 AW6405'AND 1 FOOT SOUTHWEST OF THE WIRE FENCE.
 AW6405'
 AW6405'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TANKS 1968, CEMENTED IN
 AW6405'A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE STORM DRAIN
 AW6405'WHICH PROJECTS 9 INCHES ABOVE THE ROAD SURFACE.  IT IS 17 FEET
 AW6405'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANES OF RED BLUFF ROAD
 AW6405'AND 14.6 FEET SOUTHWEST OF A METAL WITNESS POST AND WIRE FENCE.
 AW6405'
 AW6405'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 AW6405
 AW6405                          STATION RECOVERY (1968)
 AW6405
 AW6405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 AW6405'RECOVERED IN GOOD CONDITION.
 AW6405
 AW6405                          STATION RECOVERY (1992)
 AW6405
 AW6405'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW6405'RECOVERED IN GOOD CONDITION.
 AW6405
 AW6405                          STATION RECOVERY (1998)
 AW6405
 AW6405'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6405'MARK NOT FOUND.
 AW6405
 AW6405                          STATION RECOVERY (1999)
 AW6405
 AW6405'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6405'MARK NOT FOUND.
 AW6405
 AW6405                          STATION RECOVERY (2005)
 AW6405
 AW6405'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1946 ***********************************************************************
 FL1946  DESIGNATION -  TARBET
 FL1946  PID         -  FL1946
 FL1946  STATE/COUNTY-  TX/WHEELER
 FL1946  USGS QUAD   -  SHAMROCK EAST (1978)
 FL1946
 FL1946                         *CURRENT SURVEY CONTROL
 FL1946  ___________________________________________________________________
 FL1946* NAD 83(1993)-  35 13 37.45461(N)    100 11 14.52376(W)     ADJUSTED  
 FL1946* NAVD 88     -       730.     (meters)    2395.     (feet)  SCALED    
 FL1946  ___________________________________________________________________
 FL1946  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 FL1946  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL1946
 FL1946  HORZ ORDER  -  SECOND
 FL1946
 FL1946.The horizontal coordinates were established by classical geodetic methods
 FL1946.and adjusted by the National Geodetic Survey in February 1996..
 FL1946
 FL1946.The orthometric height was scaled from a topographic map.
 FL1946
 FL1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1946
 FL1946.The geoid height was determined by GEOID03.
 FL1946
 FL1946;                    North         East     Units Scale Factor Converg.
 FL1946;SPC TX N     - 1,136,920.227   319,482.329   MT  0.99991639   +0 45 38.6
 FL1946;SPC TX N     - 3,730,045.78  1,048,168.27   sFT  0.99991639   +0 45 38.6
 FL1946;UTM  14      - 3,898,870.679   391,948.291   MT  0.99974388   -0 41 05.9
 FL1946
 FL1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1946!SPC TX N     -   0.99988952  x   0.99991639  =   0.99980592
 FL1946!UTM  14      -   0.99988952  x   0.99974388  =   0.99963343
 FL1946
 FL1946:                Primary Azimuth Mark                     Grid Az
 FL1946:SPC TX N     -  TARBET AZ MK                             095 46 28.8
 FL1946:UTM  14      -  TARBET AZ MK                             097 13 13.3
 FL1946
 FL1946|---------------------------------------------------------------------|
 FL1946| PID    Reference Object                     Distance      Geod. Az  |
 FL1946|                                                           dddmmss.s |
 FL1946| CL3381 TARBET AZ MK                                       0963207.4 |
 FL1946| CL3382 TARBET RM 1                          26.496 METERS 13916     |
 FL1946| CL3383 TARBET RM 2                          27.578 METERS 22401     |
 FL1946|---------------------------------------------------------------------|
 FL1946
 FL1946                          SUPERSEDED SURVEY CONTROL
 FL1946
 FL1946  NAD 83(1993)-  35 13 37.45507(N)    100 11 14.52370(W) AD(       ) 2
 FL1946  NAD 83(1986)-  35 13 37.45821(N)    100 11 14.51452(W) AD(       ) 2
 FL1946  NAD 27      -  35 13 37.28000(N)    100 11 13.09600(W) AD(       ) 2
 FL1946
 FL1946.Superseded values are not recommended for survey control.
 FL1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1946.See file dsdata.txt to determine how the superseded data were derived.
 FL1946
 FL1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9194898871(NAD 83)
 FL1946_MARKER: DS = TRIANGULATION STATION DISK
 FL1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1946
 FL1946  HISTORY     - Date     Condition        Report By
 FL1946  HISTORY     - 1951     MONUMENTED       CGS
 FL1946
 FL1946                          STATION DESCRIPTION
 FL1946
 FL1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1946'THE STATION IS LOCATED ON A GRASS-COVERED SANDY KNOLL NORTH OF
 FL1946'U.S. HIGHWAY 66 AND ACROSS THE HIGHWAY FROM AN AIRWAY BEACON.
 FL1946'IT IS ABOUT 3.5 MILES EAST OF SHAMROCK, 200 FEET NORTH OF THE
 FL1946'HIGHWAY, 50 FEET WEST OF A NORTH-SOUTH FENCE, AND 40 FEET NORTH
 FL1946'OF AN EAST-WEST FENCE.  THE STATION MARK IS A BRONZE DISK
 FL1946'STAMPED TARBET 1951 AND SET IN A CONCRETE POST THAT PROJECTS 2
 FL1946'INCHES.
 FL1946'
 FL1946'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF AN EAST-WEST FENCE.
 FL1946'IT IS A BRONZE DISK STAMPED TARBET NO 1 1951 AND IS SET IN
 FL1946'A CONCRETE POST THAT PROJECTS 4 INCHES.  THE MARK IS 3.5
 FL1946'FEET LOWER THAN THE STATION.
 FL1946'
 FL1946'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF AN EAST-WEST FENCE.
 FL1946'IT IS A BRONZE DISK STAMPED TARBET NO 2 1951 AND IS SET IN
 FL1946'A CONCRETE POST THAT PROJECTS 5 INCHES.  THE MARK IS 3 FEET LOWER
 FL1946'THAN THE STATION.
 FL1946'
 FL1946'THE AZIMUTH MARK IS EAST OF THE STATION ON THE SOUTH SIDE OF
 FL1946'U.S. HIGHWAY 66.  IT IS 125 FEET SOUTH OF THE CENTER LINE OF THE
 FL1946'HIGHWAY, 10 FEET NORTH OF AN EAST-WEST FENCE, AND 1.5 FEET WEST
 FL1946'OF AN IRON PIPE THAT PROJECTS 2 FEET.
 FL1946'
 FL1946'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 83 IN SHAMROCK,
 FL1946'GO EAST ON HIGHWAY 66 FOR 3.5 MILES TO A WIRE GATE ON THE LEFT,
 FL1946'PASS THROUGH THE GATE, TURN EAST, ALONG THE NORTH SIDE OF
 FL1946'THE RIGHT-OF-WAY FENCE FOR 0.15 MILE TO THE TOP OF A RIDGE AND
 FL1946'STATION SITE.  TO REACH THE AZIMUTH MARK, CONTINUE EAST ON THE
 FL1946'HIGHWAY FROM THE WIRE GATE FOR 0.4 MILE AND AZIMUTH MARK
 FL1946'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1042 ***********************************************************************
 AB1042  DESIGNATION -  TARIDA
 AB1042  PID         -  AB1042
 AB1042  STATE/COUNTY-  TX/KENEDY
 AB1042  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1042
 AB1042                         *CURRENT SURVEY CONTROL
 AB1042  ___________________________________________________________________
 AB1042* NAD 83(1993)-  26 38 30.89016(N)    097 34 08.49416(W)     ADJUSTED  
 AB1042* NAVD 88     -         7.788  (meters)      25.55   (feet)  ADJUSTED  
 AB1042  ___________________________________________________________________
 AB1042  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AB1042  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB1042  DYNAMIC HT  -           7.776 (meters)      25.51  (feet)  COMP
 AB1042  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 AB1042
 AB1042  HORZ ORDER  -  FIRST
 AB1042  VERT ORDER  -  SECOND    CLASS 0
 AB1042
 AB1042.The horizontal coordinates were established by classical geodetic methods
 AB1042.and adjusted by the National Geodetic Survey in February 1996..
 AB1042
 AB1042.The orthometric height was determined by differential leveling
 AB1042.and adjusted by the National Geodetic Survey in June 1991..
 AB1042
 AB1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1042
 AB1042.The geoid height was determined by GEOID03.
 AB1042
 AB1042.The dynamic height is computed by dividing the NAVD 88
 AB1042.geopotential number by the normal gravity value computed on the
 AB1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1042.degrees latitude (g = 980.6199 gals.).
 AB1042
 AB1042.The modeled gravity was interpolated from observed gravity values.
 AB1042
 AB1042;                    North         East     Units Scale Factor Converg.
 AB1042;SPC TX S     - 5,108,391.511   392,685.805   MT  0.99991431   +0 25 21.6
 AB1042;SPC TX S     -16,759,781.15  1,288,336.68   sFT  0.99991431   +0 25 21.6
 AB1042;UTM  14      - 2,947,572.583   642,430.183   MT  0.99985045   +0 38 30.4
 AB1042
 AB1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1042!SPC TX S     -   1.00000245  x   0.99991431  =   0.99991676
 AB1042!UTM  14      -   1.00000245  x   0.99985045  =   0.99985290
 AB1042
 AB1042|---------------------------------------------------------------------|
 AB1042| PID    Reference Object                     Distance      Geod. Az  |
 AB1042|                                                           dddmmss.s |
 AB1042| AB1043 TARIDA RM 1                          72.816 METERS 00624     |
 AB1042| AB1045 PTS 9                                19.123 METERS 12434     |
 AB1042| AB1044 TARIDA RM 2                         134.096 METERS 13147     |
 AB1042| AB1678 MOGOTES CAMP WINDMILL               APPROX.10.0 KM 1692028.0 |
 AB1042| AB1649 RAYMONDVILLE MUNICIPAL TANK         APPROX.27.5 KM 2315736.2 |
 AB1042| AB0992 YTURRIA                             APPROX.18.8 KM 2601332.0 |
 AB1042| AB1682 SITE 6 AIRWAY BEACON                APPROX.20.6 KM 2834651.1 |
 AB1042|---------------------------------------------------------------------|
 AB1042
 AB1042                          SUPERSEDED SURVEY CONTROL
 AB1042
 AB1042  NAD 83(1986)-  26 38 30.90366(N)    097 34 08.46082(W) AD(       ) 1
 AB1042  NAD 27      -  26 38 29.67900(N)    097 34 07.51100(W) AD(       ) 1
 AB1042  NGVD 29 (??/??/92)    7.862  (m)           25.79   (f) ADJ UNCH    2 0
 AB1042
 AB1042.Superseded values are not recommended for survey control.
 AB1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1042.See file dsdata.txt to determine how the superseded data were derived.
 AB1042
 AB1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4243047573(NAD 83)
 AB1042_MARKER: DS = TRIANGULATION STATION DISK
 AB1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1042_STAMPING: TARIDA 1931
 AB1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1042+STABILITY: SURFACE MOTION
 AB1042
 AB1042  HISTORY     - Date     Condition        Report By
 AB1042  HISTORY     - 1931     MONUMENTED       CGS
 AB1042  HISTORY     - 1939     GOOD             CGS
 AB1042  HISTORY     - 1942     GOOD             CGS
 AB1042  HISTORY     - 1942     GOOD             NGS
 AB1042  HISTORY     - 1949     GOOD             CGS
 AB1042  HISTORY     - 1949     GOOD             CGS
 AB1042
 AB1042                          STATION DESCRIPTION
 AB1042
 AB1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AB1042'ABOUT 16 MILES SE OF NORIAS RANCH, 11 MILES N OF SAUZ RANCH IN
 AB1042'KING PASTURES, ABOUT 2 MILES S OF THE DESERTED TARIDA RANCH.
 AB1042'
 AB1042'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 AB1042'MARKS IN CONCRETE.  REFERENCE MARKS ARE
 AB1042'STANDARD REFERENCE DISKS IN CONCRETE.  BOTH REFERENCE
 AB1042'MARKS PROJECT ABOUT 2 INCHES ABOVE SURFACE OF GROUND.  REFERENCE
 AB1042'MARK NO. 1 IS APPROXIMATELY 200 YARDS W OF SAND DUNES, 25
 AB1042'FEET W OF SAND TRAIL, AND 238.89 FEET FROM STATION.
 AB1042'REFERENCE MARK NO. 2 IS APPROXIMATELY 150
 AB1042'YARDS S OF LINE OF SAND DUNES, AND 439.8 FEET FROM STATION.
 AB1042'B.M. TRAVERSE STATION
 AB1042'NO. 9 (U.S.G.S.) IS 19.120 METERS (62.73 FEET) FROM STATION
 AB1042'S 55 DEG 26 MIN E.
 AB1042'
 AB1042'REACHED FROM RAYMONDVILLE BY THE CONCRETE ROAD DUE E
 AB1042'10.0 MILES TO POINT WHERE IT TURNS S, THENCE STRAIGHT AHEAD
 AB1042'ON DIRT ROAD ABOUT 4 MILES TO SAUZ RANCH ON N SIDE OF ROAD,
 AB1042'THENCE N ON SANDY RANCH ROAD AND CROSS COUNTRY TRAIL FOR
 AB1042'ABOUT 12 MILES TO STATION, WHICH IS ABOUT 0.4 MILE SE OF A
 AB1042'HIGH SAND HILL, 200 YARDS W OF A LINE OF HIGH SAND DUNES,
 AB1042'AND 65 FEET W OF TRAIL.
 AB1042
 AB1042                          STATION RECOVERY (1939)
 AB1042
 AB1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1042'STATION IS LOCATED ABOUT 17 MILES NE OF RAYMONDVILLE ON
 AB1042'THE NORIAS SECTION OF THE KING RANCH, 2.8 MILES N OF KENEDY-WILLACY
 AB1042'COUNTY LINE, 7.5 MILES W OF THE SHORE OF LAGUNA MADRE, ABOUT
 AB1042'3.3 MILES S OF SAN LOUIS CAMP AND 0.25 MILE NW OF TOCACHE
 AB1042'WINDMILL.  STATION IS 60 FEET W OF A TRAIL ROAD ON THE TOP
 AB1042'OF A LOW GRASS-COVERED SAND RIDGE RUNNING SE AND NW.
 AB1042'
 AB1042'THE SAND DUNES MENTIONED IN THE 1934 DESCRIPTION ARE NO
 AB1042'LONGER CONSPICUOUS.
 AB1042'
 AB1042'STATION AND REFERENCE MARKS
 AB1042'WERE FOUND IN GOOD CONDITION.
 AB1042'
 AB1042'REFERENCE MARK NO. 1 IS 40 FEET NNE OF FIRST TREE W OF STATION,
 AB1042'20 FEET W OF TRAIL ROAD AND PROJECTS ABOUT 2 INCHES ABOVE
 AB1042'SURFACE OF GROUND.  THE DISTANCES CHECKED TO 0.05 FOOT AND
 AB1042'THE DIRECTION TO 1 MINUTE.
 AB1042'
 AB1042'REFERENCE MARK NO. 2 IS ON THE SAME RIDGE AS STATION, JUST
 AB1042'SW OF FIRST TREE SE OF STATION.
 AB1042'
 AB1042'A TRUCK MAY BE DRIVEN TO STATION PROVIDED PERMISSION IS
 AB1042'GRANTED BY THE KING RANCH OFFICIALS IN NORIAS.  DIRECTIONS
 AB1042'CAN BE OBTAINED FROM THEM AS TO THE BEST WAY OF REACHING
 AB1042'SAN LOUIS CAMP AND POSSIBLY TOCACHE WINDMILL AND STATION.
 AB1042
 AB1042                          STATION RECOVERY (1942)
 AB1042
 AB1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AB1042'STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 AB1042'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AB1042'
 AB1042'STATION IS ABOUT 16 MILES SE OF NORIAS RANCH, 11 MILES N OF
 AB1042'SAUZ RANCH IN THE KING RANCH PASTURES, ABOUT 0.2 MILE NE OF
 AB1042'TOTACHE WINDMILL, ON THE TOP OF A LOW GRASSY RIDGE, 65 FEET
 AB1042'W OF THE CENTER LINE OF THE ROAD AND 3.0 FEET S OF A 4- BY
 AB1042'4-INCH WOODEN MARKER POST.  IT IS STAMPED TARIDA 1931.
 AB1042'
 AB1042'REFERENCE MARK NO. 1 IS 239 FEET N OF THE STATION,
 AB1042'40 FEET NE OF A MESQUITE TREE AND 20 FEET W OF ROAD.  IT
 AB1042'IS STAMPED TARIDA NO. 1 1931.
 AB1042'
 AB1042'REFERENCE MARK NO. 2 IS ABOUT 440 FEET SE OF THE
 AB1042'STATION, ABOUT 400 FEET E OF THE CENTER LINE OF THE ROAD.
 AB1042'IT IS STAMPED TARIDA NO. 2 1931.
 AB1042'
 AB1042'P.T.S. NO. 9 (U.S.G.S.) IS 62 FEET E OF THE STATION AND
 AB1042'5 FEET W OF THE CENTER LINE OF THE ROAD.  A U.S.G.S. BRONZE
 AB1042'CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE STAMPED
 AB1042'PRIM. TRAV. STA. NO. 9 1919.
 AB1042
 AB1042                          STATION RECOVERY (1942)
 AB1042
 AB1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AB1042'14.3 MI SE FROM NORIAS RANCH.
 AB1042'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1042'TRACK ROAD TO THE TOTACHE WINDMILL, GO 1.4 MILES TO A GATE IN
 AB1042'NORTH-SOUTH FENCE, PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY ON
 AB1042'RIGHT FORK OF TRACK ROAD AND GO 1.3 MILES TO A FORK IN ROAD, TAKE
 AB1042'RIGHT FORK AND CONTINUE SOUTHEASTERLY 6.6 MILES TO A GATE IN
 AB1042'NORTHEAST-SOUTHWEST FENCE, PASS THROUGH GATE AND CONTINUE ALONG THE
 AB1042'FENCE 0.6 MILE TO A FENCE CORNER, TURN EAST (LEFT) AND CONTINUE ALONG
 AB1042'THE FENCE 1.1 MILES TO A GATE, LEAVE FENCE AND CONTINUE SOUTHEASTERLY
 AB1042'0.9 MILE TO GATE IN NORTH-SOUTH FENCE, TURN SOUTHERLY (RIGHT) AND GO
 AB1042'1.2 MILES TO GATE, PASS THROUGH GATE AND CONTINUE 1.2 MILES TO SITE OF
 AB1042'BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHWEST OF TOTACHE
 AB1042'WINDMILL, ABOUT 440.0 FEET NORTHWEST OF REFERENCE MARK NO. 2, ABOUT
 AB1042'239.0 FEET SOUTH OF REFERENCE MARK NO. 1, 62.0 FEET WEST OF U.S.G.S.
 AB1042'TRAVERSE STATION NO. 9, 65.0 FEET WEST OF THE ROAD AND 3.0 FEET SOUTH
 AB1042'OF A 4 BY 4 INCH WOODEN MARKER POST.
 AB1042
 AB1042                          STATION RECOVERY (1949)
 AB1042
 AB1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1042'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 AB1042'2 WERE RECOVERED AND IN GOOD CONDITION.  NO SUITABLE LOCATION
 AB1042'WAS FOUND FOR AN AZIMUTH MARK.
 AB1042'
 AB1042'PRIM TRAV. STA. NO. 9, +26, 1920 L 1919, HAD BEEN TAMPERED
 AB1042'WITH AND NO CONNECTION WAS MADE WITH THE MARK.
 AB1042'
 AB1042'FOLLOWING IS A COMPLETE AND NEW DISCRIPTION.
 AB1042'
 AB1042'STATION IS LOCATED ABOUT 17.0 MILES NORTHEAST OF RAYMONDVILLE
 AB1042'ON THE NORIAS SECTION OF THE KING RANCH, 2.8 MILES NORTH
 AB1042'OF THE KENEDY - WILLACY COUNTY LINE, 7.5 MILES WEST OF THE
 AB1042'SHORE OF LAGUNA MADRE, ABOUT 3.3 MILES SOUTH OF SAN LOUIS
 AB1042'CAMP, AND ABOUT 0.25 MILE NORTHWEST OF TOCHACHE WINDMILL,
 AB1042'2.5 FEET WEST OF A WITNESS POST AND 67.0 FEET SOUTH OF A
 AB1042'TRAIL ROAD.
 AB1042'
 AB1042'REFERENCE MARK NO. 1 IS STAMPED TARIDA 1931, AND 2.0 FEET
 AB1042'BELOW STATION AND SET FLUSH WITH THE GROUND.
 AB1042'
 AB1042'REFERENCE MARK NO. 2 IS STAMPED TARIDA 1931, AND PROJECTS
 AB1042'2 INCHES.
 AB1042'
 AB1042'TO REACH FROM NORIAS, FROM LOCKED GATE EAST OF RAILROAD
 AB1042'STATION, GO EAST-SOUTHEAST ON HARDSURFACE ROAD FOR 5.05
 AB1042'MILES TO CATTLE GUARD INTO LARGE YARD SURROUNDING BUILDINGS
 AB1042'AT RANCH HEADQUARTERS, CONTINUE ON HARDSURFACE ROAD EAST FOR
 AB1042'0.15 MILE O FORK, TAKE LEFT FORK AND GO 0.1 MILE TO LARGE
 AB1042'TIN BARN, CONTINUE EAST OF CORRALS PASSING SEVERAL HOUSES
 AB1042'FOR 0.55 MILE TO GATE AT EAST ENTRANCE TO RANCH YARD, PASS
 AB1042'THROUGH GATE AND CONTINUE FOR 0.85 MILE TO GATE, PASS THROUGH
 AB1042'AND CONTINUE FOR 2.3 MILES TO FORK ON HARDSURFACE ROAD, KEEP
 AB1042'RIGHT STRAIGHT AHEAD AND GO 0.2 MILE TO FORK, TAKE LEFT FORK
 AB1042'AND GO 5.95 MILES TO GATE, PASS THROUGH GATE AND CONTINUE
 AB1042'FOR 0.8 MILE TO FORKS OF HARDSURFACE ROAD, TAKE RIGHT FORK
 AB1042'AND GO 1.3 MILES TO GATE, CONTINUE ON HARDSURFACE ROAD
 AB1042'1.05 MILES TO WINDMILL ON RIGHT, CONTINUE 0.1 MILE TO
 AB1042'TRACK ROAD LEFT, TURN LEFT GO 1.2 MILES TO GATE, PASS
 AB1042'THROUGH GATE AND GO 0.1 MILE TO A (USGS) BM ON RIGHT,
 AB1042'CONTINUE STRAIGHT AHEAD ON TRAIL ROAD FOR 1.1 MILES TO
 AB1042'STATION ON RIGHT AS DESCRIBED.
 AB1042'
 AB1042'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 AB1042
 AB1042                          STATION RECOVERY (1949)
 AB1042
 AB1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1042'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AB1042'THE 1949 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1043 ***********************************************************************
 AB1043  DESIGNATION -  TARIDA RM 1
 AB1043  PID         -  AB1043
 AB1043  STATE/COUNTY-  TX/KENEDY
 AB1043  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1043
 AB1043                         *CURRENT SURVEY CONTROL
 AB1043  ___________________________________________________________________
 AB1043* NAD 83(1986)-  26 38 30.     (N)    097 34 08.     (W)     SCALED    
 AB1043* NAVD 88     -         6.225  (meters)      20.42   (feet)  ADJUSTED  
 AB1043  ___________________________________________________________________
 AB1043  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB1043  DYNAMIC HT  -           6.215 (meters)      20.39  (feet)  COMP
 AB1043  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 AB1043
 AB1043  VERT ORDER  -  SECOND    CLASS 0
 AB1043
 AB1043.The horizontal coordinates were scaled from a topographic map and have
 AB1043.an estimated accuracy of +/- 6 seconds.
 AB1043
 AB1043.The orthometric height was determined by differential leveling
 AB1043.and adjusted by the National Geodetic Survey in June 1991..
 AB1043
 AB1043.The geoid height was determined by GEOID03.
 AB1043
 AB1043.The dynamic height is computed by dividing the NAVD 88
 AB1043.geopotential number by the normal gravity value computed on the
 AB1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1043.degrees latitude (g = 980.6199 gals.).
 AB1043
 AB1043.The modeled gravity was interpolated from observed gravity values.
 AB1043
 AB1043;                    North         East    Units  Estimated Accuracy
 AB1043;SPC TX S     - 5,108,360.      392,700.      MT  (+/- 180 meters Scaled)
 AB1043
 AB1043                          SUPERSEDED SURVEY CONTROL
 AB1043
 AB1043  NGVD 29 (??/??/92)    6.300  (m)           20.67   (f) ADJ UNCH    2 0
 AB1043
 AB1043.Superseded values are not recommended for survey control.
 AB1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1043.See file dsdata.txt to determine how the superseded data were derived.
 AB1043
 AB1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ424475(NAD 83)
 AB1043_MARKER: DR = REFERENCE MARK DISK
 AB1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1043_STAMPING: TARIDA NO. 1 1931
 AB1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1043+STABILITY: SURFACE MOTION
 AB1043
 AB1043  HISTORY     - Date     Condition        Report By
 AB1043  HISTORY     - 1931     MONUMENTED       CGS
 AB1043  HISTORY     - 1942     GOOD             NGS
 AB1043
 AB1043                          STATION DESCRIPTION
 AB1043
 AB1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1043'14.3 MI SE FROM NORIAS RANCH.
 AB1043'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1043'TRACK ROAD TO THE TOTACHE WINDMILL, GO 1.4 MILES TO A GATE IN
 AB1043'NORTH-SOUTH FENCE, PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY ON
 AB1043'RIGHT FORK OF TRACK ROAD AND GO 1.3 MILES TO A FORK IN ROAD, TAKE
 AB1043'RIGHT FORK AND CONTINUE SOUTHEASTERLY 6.6 MILES TO A GATE IN
 AB1043'NORTHEAST-SOUTHWEST FENCE, PASS THROUGH GATE AND CONTINUE ALONG THE
 AB1043'FENCE 0.6 MILE TO A FENCE CORNER, TURN EAST (LEFT) AND CONTINUE ALONG
 AB1043'THE FENCE 1.1 MILES TO A GATE, LEAVE FENCE AND CONTINUE SOUTHEASTERLY
 AB1043'0.9 MILE TO GATE IN NORTH-SOUTH FENCE, TURN SOUTHERLY (RIGHT) AND GO
 AB1043'1.2 MILES TO GATE, PASS THROUGH GATE AND CONTINUE 1.2 MILES TO SITE OF
 AB1043'BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHWEST OF THE TOTACHE
 AB1043'WINDMILL, ABOUT 239.0 FEET NORTH OF TRIANGULATION STATION TARIDA, 40.0
 AB1043'FEET NORTHEASDT OF A MESQUITE TREE AND 20.0 FEET WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1044 ***********************************************************************
 AB1044  DESIGNATION -  TARIDA RM 2
 AB1044  PID         -  AB1044
 AB1044  STATE/COUNTY-  TX/KENEDY
 AB1044  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1044
 AB1044                         *CURRENT SURVEY CONTROL
 AB1044  ___________________________________________________________________
 AB1044* NAD 83(1986)-  26 38 30.     (N)    097 34 08.     (W)     SCALED    
 AB1044* NAVD 88     -         7.864  (meters)      25.80   (feet)  ADJUSTED  
 AB1044  ___________________________________________________________________
 AB1044  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB1044  DYNAMIC HT  -           7.852 (meters)      25.76  (feet)  COMP
 AB1044  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 AB1044
 AB1044  VERT ORDER  -  SECOND    CLASS 0
 AB1044
 AB1044.The horizontal coordinates were scaled from a topographic map and have
 AB1044.an estimated accuracy of +/- 6 seconds.
 AB1044
 AB1044.The orthometric height was determined by differential leveling
 AB1044.and adjusted by the National Geodetic Survey in June 1991..
 AB1044
 AB1044.The geoid height was determined by GEOID03.
 AB1044
 AB1044.The dynamic height is computed by dividing the NAVD 88
 AB1044.geopotential number by the normal gravity value computed on the
 AB1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1044.degrees latitude (g = 980.6199 gals.).
 AB1044
 AB1044.The modeled gravity was interpolated from observed gravity values.
 AB1044
 AB1044;                    North         East    Units  Estimated Accuracy
 AB1044;SPC TX S     - 5,108,360.      392,700.      MT  (+/- 180 meters Scaled)
 AB1044
 AB1044                          SUPERSEDED SURVEY CONTROL
 AB1044
 AB1044  NGVD 29 (??/??/92)    7.938  (m)           26.04   (f) ADJ UNCH    2 0
 AB1044
 AB1044.Superseded values are not recommended for survey control.
 AB1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1044.See file dsdata.txt to determine how the superseded data were derived.
 AB1044
 AB1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ424475(NAD 83)
 AB1044_MARKER: DR = REFERENCE MARK DISK
 AB1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1044_STAMPING: TARIDA NO. 2 1931
 AB1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1044+STABILITY: SURFACE MOTION
 AB1044
 AB1044  HISTORY     - Date     Condition        Report By
 AB1044  HISTORY     - 1931     MONUMENTED       CGS
 AB1044  HISTORY     - 1942     GOOD             NGS
 AB1044
 AB1044                          STATION DESCRIPTION
 AB1044
 AB1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1044'14.3 MI SE FROM NORIAS RANCH.
 AB1044'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1044'TRACK ROAD TO THE TOTACHE WINDMILL, GO 1.4 MILES TO A GATE IN
 AB1044'NORTH-SOUTH FENCE, PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY ON
 AB1044'RIGHT FORK OF TRACK ROAD AND GO 1.3 MILES TO A FORK IN ROAD, TAKE
 AB1044'RIGHT FORK AND CONTINUE SOUTHEASTERLY 6.6 MILES TO A GATE IN
 AB1044'NORTHEAST-SOUTHWEST FENCE, PASS THROUGH GATE AND CONTINUE ALONG THE
 AB1044'FENCE 0.6 MILE TO A FENCE CORNER, TURN EAST (LEFT) AND CONTINUE ALONG
 AB1044'THE FENCE 1.1 MILES TO A GATE, LEAVE FENCE AND CONTINUE SOUTHEASTERLY
 AB1044'0.9 MILE TO A GATE IN NORTH-SOUTH FENCE, TURN SOUTHERLY (RIGHT) AND GO
 AB1044'1.2 MILES TO GATE, PASS THROUGH GATE AND CONTINUE 1.2 MILES TO SITE OF
 AB1044'BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHWEST OF THE TOTACHE
 AB1044'WINDMILL, ABOUT 440.0 FEET SOUTHEAST OF TRIANGULATION STATION TARIDA,
 AB1044'AND ABOUT 400.0 FEET EAST OF THE CENTERLINE OF THE ROAD. MONUMENT
 AB1044'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2130 ***********************************************************************
 BL2130  DESIGNATION -  TARKINGTON
 BL2130  PID         -  BL2130
 BL2130  STATE/COUNTY-  TX/LIBERTY
 BL2130  USGS QUAD   -  TARKINGTON PRAIRIE (1984)
 BL2130
 BL2130                         *CURRENT SURVEY CONTROL
 BL2130  ___________________________________________________________________
 BL2130* NAD 83(1993)-  30 19 29.87376(N)    094 58 02.93273(W)     ADJUSTED  
 BL2130* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 BL2130  ___________________________________________________________________
 BL2130  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BL2130  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL2130
 BL2130  HORZ ORDER  -  SECOND
 BL2130
 BL2130.The horizontal coordinates were established by classical geodetic methods
 BL2130.and adjusted by the National Geodetic Survey in February 1996..
 BL2130
 BL2130.The orthometric height was scaled from a topographic map.
 BL2130
 BL2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2130
 BL2130.The geoid height was determined by GEOID03.
 BL2130
 BL2130;                    North         East     Units Scale Factor Converg.
 BL2130;SPC TX C     - 3,085,419.617 1,215,810.560   MT  0.99995092   +2 45 49.4
 BL2130;SPC TX C     -10,122,747.53  3,988,871.81   sFT  0.99995092   +2 45 49.4
 BL2130;UTM  15      - 3,356,435.182   310,843.925   MT  1.00004143   -0 59 37.3
 BL2130
 BL2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2130!SPC TX C     -   0.99999773  x   0.99995092  =   0.99994865
 BL2130!UTM  15      -   0.99999773  x   1.00004143  =   1.00003916
 BL2130
 BL2130|---------------------------------------------------------------------|
 BL2130| PID    Reference Object                     Distance      Geod. Az  |
 BL2130|                                                           dddmmss.s |
 BL2130| CV8473 TARKINGTON RM 1                      35.947 METERS 04950     |
 BL2130| CV8472 TARKINGTON AZ MK                                   0955447.6 |
 BL2130| CV8474 TARKINGTON RM 2                      36.570 METERS 13204     |
 BL2130| BL2129 CLEVELAND TEX FOREST SERV LOT       APPROX. 2.4 KM 2595856.7 |
 BL2130|---------------------------------------------------------------------|
 BL2130
 BL2130                          SUPERSEDED SURVEY CONTROL
 BL2130
 BL2130  NAD 83(1986)-  30 19 29.88813(N)    094 58 02.91734(W) AD(       ) 2
 BL2130  NAD 27      -  30 19 29.14000(N)    094 58 02.17600(W) AD(       ) 2
 BL2130
 BL2130.Superseded values are not recommended for survey control.
 BL2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2130.See file dsdata.txt to determine how the superseded data were derived.
 BL2130
 BL2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1084456435(NAD 83)
 BL2130_MARKER: DS = TRIANGULATION STATION DISK
 BL2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2130
 BL2130  HISTORY     - Date     Condition        Report By
 BL2130  HISTORY     - 1952     MONUMENTED       CGS
 BL2130  HISTORY     - 1958     GOOD             HUMBLE
 BL2130
 BL2130                          STATION DESCRIPTION
 BL2130
 BL2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2130'THE STATION IS LOCATED ABOUT 7.5 MILES EAST-SOUTHEAST OF
 BL2130'CLEVELAND AND 1.0 MILE NORTH OF THE TARKINGTON PRAIRIE CONSOLIDATED
 BL2130'SCHOOL ON PROPERTY OWNED BY MRS. JOHN YOUNG.  IT IS ON TOP
 BL2130'OF A SMALL KNOLL, 125.0 FEET WEST OF THE CENTER OF A GRADED
 BL2130'ROAD, 97.0 FEET WEST-SOUTHWEST OF A FENCE CORNER, 37.0 FEET
 BL2130'SOUTH OF A FENCE AND 4.0 FEET SOUTHEAST OF A WITNESS POST.
 BL2130'IT PROJECTS 2 INCHES AND IS STAMPED TARKINGTON 1952.
 BL2130'
 BL2130'REFERENCE MARK NO. 1 IS LOCATED NEAR THE EAST EDGE OF A
 BL2130'SMALL PASTURE AND IS ABOUT 3.0 FEET BELOW THE ELEVATION
 BL2130'OF THE STATION.  IT IS 46.0 FEET NORTH OF A FENCE CORNER,
 BL2130'37.0 FEET WEST OF THE CENTER OF A GRADED ROAD AND 1.0 FOOT
 BL2130'WEST OF A FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED TARKINGTON
 BL2130'NO 1 1952.
 BL2130'
 BL2130'REFERENCE MARK NO. 2 IS ABOUT 2.5 FEET BELOW THE ELEVATION
 BL2130'OF THE STATION, 38.0 FEET WEST OF THE CENTER OF A GRADED
 BL2130'ROAD AND 5.0 FEET SOUTH OF A TELEPHONE POLE.  IT PROJECTS
 BL2130'3 INCHES AND IS STAMPED TARKINGTON NO 2 1952.
 BL2130'
 BL2130'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 BL2130'MARK NO. 2 IS 156.5 FEET.
 BL2130'
 BL2130'THE AZIMUTH MARK IS NEAR THE SOUTHEAST CORNER OF A CULTIVATED
 BL2130'FIELD, 25.0 FEET NORTH OF THE CENTER OF A GRADED ROAD, 3.0
 BL2130'FEET NORTHWEST OF A CORNER POST AND 2.5 FEET NORTHEAST OF
 BL2130'A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED TARKINGTON
 BL2130'1952.
 BL2130'
 BL2130'TO REACH THE STATION FROM THE CAUTION LIGHT JUST SOUTH OF THE
 BL2130'POST OFFICE IN CLEVELAND, GO SOUTH-SOUTHEAST ON STATE ROUTE
 BL2130'NO. 321 FOR 5.5 MILES TO THE JUNCTION OF FARM ROAD NO. 163.
 BL2130'HERE TURN LEFT AND GO EAST ON FARM ROAD NO. 163 FOR 1.4
 BL2130'MILES TO A CROSSROAD AND THE TARKINGTON PRAIRIE CONSOLIDATED
 BL2130'SCHOOL IN THE NORTHEAST ANGLE, TURN LEFT AND GO NORTH ON
 BL2130'A GRADED ROAD FOR 1.0 MILE TO A T ROAD, TURN LEFT AND GO
 BL2130'WEST FOR 0.1 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO NORTH
 BL2130'FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BL2130'
 BL2130'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 BL2130'0.05 MILE TO A T ROAD, TURN LEFT AND GO EAST ON A GRADED
 BL2130'ROAD FOR 0.4 MILE TO A T FENCE CORNER ON THE LEFT AND THE
 BL2130'AZIMUTH MARK IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD
 BL2130'AS DESCRIBED.
 BL2130'
 BL2130'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL2130
 BL2130                          STATION RECOVERY (1958)
 BL2130
 BL2130'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1958 (PGM)
 BL2130'STATION MARK AND AZIMUTH MARK RECOVERED AND FOUND TO BE
 BL2130'IN GOOD CONDITION.
 BL2130'
 BL2130'GRADED ROADS REFERRED TO IN DESCRIPTION ARE NOW BLACKTOPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1004 ***********************************************************************
 CT1004  DESIGNATION -  TARLETON COLLEGE CUPOLA
 CT1004  PID         -  CT1004
 CT1004  STATE/COUNTY-  TX/ERATH
 CT1004  USGS QUAD   -  STEPHENVILLE (1979)
 CT1004
 CT1004                         *CURRENT SURVEY CONTROL
 CT1004  ___________________________________________________________________
 CT1004* NAD 83(1993)-  32 13 02.16009(N)    098 12 53.62887(W)     ADJUSTED  
 CT1004* NAVD 88     -                                                        
 CT1004  ___________________________________________________________________
 CT1004  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CT1004  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CT1004
 CT1004  HORZ ORDER  -  THIRD
 CT1004
 CT1004.The horizontal coordinates were established by classical geodetic methods
 CT1004.and adjusted by the National Geodetic Survey in February 1996..
 CT1004
 CT1004
 CT1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1004
 CT1004.The geoid height was determined by GEOID03.
 CT1004
 CT1004;                    North         East     Units Scale Factor Converg.
 CT1004;SPC TXNC     - 2,061,093.995   626,875.936   MT  0.99997781   +0 09 19.8
 CT1004;SPC TXNC     - 6,762,105.88  2,056,675.47   sFT  0.99997781   +0 09 19.8
 CT1004;UTM  14      - 3,564,788.724   573,982.788   MT  0.99966750   +0 25 06.9
 CT1004
 CT1004                          SUPERSEDED SURVEY CONTROL
 CT1004
 CT1004  NAD 83(1986)-  32 13 02.16515(N)    098 12 53.61039(W) AD(       ) 4
 CT1004  NAD 27      -  32 13 01.66000(N)    098 12 52.46300(W) AD(       ) 3
 CT1004
 CT1004.Superseded values are not recommended for survey control.
 CT1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1004.See file dsdata.txt to determine how the superseded data were derived.
 CT1004
 CT1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7398364789(NAD 83)
 CT1004_MARKER: 86 = CUPOLA
 CT1004
 CT1004  HISTORY     - Date     Condition        Report By
 CT1004  HISTORY     - 1902     FIRST OBSERVED   CGS
 CT1004
 CT1004                          STATION DESCRIPTION
 CT1004
 CT1004'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1910 ***********************************************************************
 CS1910  DESIGNATION -  TARRANT
 CS1910  PID         -  CS1910
 CS1910  STATE/COUNTY-  TX/TARRANT
 CS1910  USGS QUAD   -  GRAPEVINE (1981)
 CS1910
 CS1910                         *CURRENT SURVEY CONTROL
 CS1910  ___________________________________________________________________
 CS1910* NAD 83(1993)-  32 56 48.38338(N)    097 03 16.84357(W)     ADJUSTED  
 CS1910* NAVD 88     -       185.464  (meters)     608.48   (feet)  ADJUSTED  
 CS1910  ___________________________________________________________________
 CS1910  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 CS1910  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CS1910  DYNAMIC HT  -         185.251 (meters)     607.78  (feet)  COMP
 CS1910  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CS1910
 CS1910  HORZ ORDER  -  SECOND
 CS1910  VERT ORDER  -  SECOND    CLASS 0
 CS1910
 CS1910.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 CS1910
 CS1910.The horizontal coordinates were established by classical geodetic methods
 CS1910.and adjusted by the National Geodetic Survey in February 1996..
 CS1910
 CS1910.The orthometric height was determined by differential leveling
 CS1910.and adjusted by the National Geodetic Survey in June 1991..
 CS1910
 CS1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1910
 CS1910.The geoid height was determined by GEOID03.
 CS1910
 CS1910.The dynamic height is computed by dividing the NAVD 88
 CS1910.geopotential number by the normal gravity value computed on the
 CS1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1910.degrees latitude (g = 980.6199 gals.).
 CS1910
 CS1910.The modeled gravity was interpolated from observed gravity values.
 CS1910
 CS1910;                    North         East     Units Scale Factor Converg.
 CS1910;SPC TXNC     - 2,142,880.143   735,129.706   MT  0.99987429   +0 47 17.8
 CS1910;SPC TXNC     - 7,030,432.60  2,411,838.04   sFT  0.99987429   +0 47 17.8
 CS1910;UTM  14      - 3,647,065.558   681,847.223   MT  1.00000775   +1 03 29.8
 CS1910
 CS1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1910!SPC TXNC     -   0.99997515  x   0.99987429  =   0.99984944
 CS1910!UTM  14      -   0.99997515  x   1.00000775  =   0.99998290
 CS1910
 CS1910|---------------------------------------------------------------------|
 CS1910| PID    Reference Object                     Distance      Geod. Az  |
 CS1910|                                                           dddmmss.s |
 CS1910| CY2428 TARRANT RM 1                         27.879 METERS 00559     |
 CS1910| CS2893 RADIO STA WFAA WBAP TRANSM TWR      APPROX. 4.0 KM 1391425.4 |
 CS1910| CS1894 B 941                               APPROX. 1.3 KM 2390433.5 |
 CS1910| CY2429 TARRANT RM 2                        127.790 METERS 24637     |
 CS1910|---------------------------------------------------------------------|
 CS1910
 CS1910                          SUPERSEDED SURVEY CONTROL
 CS1910
 CS1910  NAD 83(1993)-  32 56 48.38536(N)    097 03 16.82933(W) AD(       ) 2
 CS1910  NAD 83(1986)-  32 56 48.38850(N)    097 03 16.82763(W) AD(       ) 2
 CS1910  NAD 27      -  32 56 47.94100(N)    097 03 15.79600(W) AD(       ) 2
 CS1910  NGVD 29 (??/??/92)  185.444  (m)          608.41   (f) ADJ UNCH    2 0
 CS1910
 CS1910.Superseded values are not recommended for survey control.
 CS1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1910.See file dsdata.txt to determine how the superseded data were derived.
 CS1910
 CS1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8184747066(NAD 83)
 CS1910_MARKER: DD = SURVEY DISK
 CS1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1910_STAMPING: TARRANT
 CS1910_MARK LOGO: USE   
 CS1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1910+STABILITY: SURFACE MOTION
 CS1910
 CS1910  HISTORY     - Date     Condition        Report By
 CS1910  HISTORY     - UNK      MONUMENTED       DOD
 CS1910  HISTORY     - 1946     GOOD             NGS
 CS1910  HISTORY     - 1947     GOOD             USE
 CS1910  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1910  HISTORY     - 1963     GOOD             CGS
 CS1910  HISTORY     - 1981     GOOD             NGS
 CS1910  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1910
 CS1910                          STATION DESCRIPTION
 CS1910
 CS1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1910'1.8 MI NE FROM GRAPEVINE.
 CS1910'1.8 MILES NORTHEAST OF GRAPEVINE, TARRANT COUNTY.  THIS BENCH MARK MAY
 CS1910'BE REACHED FROM THE FIRST NATIONAL BANK BY GOING 0.2 MILE NORTH ALONG
 CS1910'MAIN STREET, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 114, THENCE 0.7
 CS1910'MILE NORTHEAST ALONG STATE HIGHWAY 121, AND THENCE 0.1 MILE EAST
 CS1910'ACROSS A PASTURE TO THE TOP OF A LOW HILL.  IT IS 200 YARDS EAST OF
 CS1910'THE HIGHWAY, 150 YARDS SOUTH OF A WINDMILL, 10 FEET WEST OF A
 CS1910'NORTH-AND-SOUTH FENCE, 9 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 CS1910'12 INCHES BELOW THE GROUND.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CS1910'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST.
 CS1910
 CS1910                          STATION RECOVERY (1947)
 CS1910
 CS1910'RECOVERY NOTE BY US ENGINEERS 1947 (FRG)
 CS1910'STATION IS ABOUT 7-1/2 MILES SOUTH SOUTHWEST OF LEWISVILLE,
 CS1910'1-1/2 MILES NORTHEAST OF GRAPEVINE AND ABOUT 150 YARDS SOUTHEAST
 CS1910'OF STATE ROUTE NO. 121.  STATION MARK IS A STANDARD BRONZE
 CS1910'DISK (B.M.) OF THE CORPS OF ENGINEERS AND IS SET IN CONCRETE
 CS1910'ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.
 CS1910'
 CS1910'STATION IS ABOUT 150 YARDS SOUTHEAST OF STATE ROUTE NO. 121,
 CS1910'10 FEET WEST OF A FENCE AND 9 FEET WEST OF A WHITE WITNESS
 CS1910'POST.  THE MARK IS ABOUT TEN INCHES BELOW GROUND LEVEL AND
 CS1910'THE DISK IS A STANDARD CORPS OF ENGINEERS BRONZE DISK STAMPED
 CS1910'TARRANT.
 CS1910'
 CS1910'REFERENCE MARK NO. 1 IS 91.47 FEET NORTH OF STATION AND 1 FOOT
 CS1910'WEST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 CS1910'IS STAMPED TARRANT NO 3 NO 1 1947.
 CS1910'
 CS1910'REFERENCE MARK NO. 2 IS 419.26 FEET WEST NORTHWEST OF STATION AND
 CS1910'1 FOOT EAST OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 CS1910'DISK IS A STANDARD BRONZE DISK OF THE CORPS OF ENGINEERS
 CS1910'STAMPED NO 2.
 CS1910'
 CS1910'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE WEST OF STATION, 68 FEET
 CS1910'NORTHEAST OF STATE ROUTE NO. 114, 62 FEET SOUTH OF STATE ROUTE
 CS1910'NO. 121 AND 2 FEET SOUTHEAST OF WHITE WITNESS POST.  THE MARK
 CS1910'PROJECTS ABOUT 4 INCHES AND THE DISK IS A STANDARD U.S.C. AND
 CS1910'G.S. B.M. AND STAMPED B 941 1946.
 CS1910'
 CS1910'TO REACH STATION FROM THE NORTH END OF MAIN STREET IN GRAPEVINE,
 CS1910'GO EAST ON STATE ROUTE NO. 121 FOR 1.6 MILES TO A GATE ON
 CS1910'RIGHT.  PASS THROUGH GATE AND GO SOUTH AND EAST FOR APPROXIMATELY
 CS1910'0.2 MILE TO STATION NEAR FENCELINE AS DESCRIBED.
 CS1910'
 CS1910'TO REACH AZIMUTH FROM STATION GO NORTH AND WEST FOR ABOUT
 CS1910'0.2 MILE TO STATE ROUTE NO. 121.  TURN LEFT AND GO SOUTHWEST
 CS1910'ABOUT 0.6 MILE TO INTERSECTION OF STATE ROUTE NO. 121 AND STATE
 CS1910'ROUTE NO. 114 TO AZIMUTH ON LEFT AS DESCRIBED.
 CS1910'
 CS1910'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS1910
 CS1910                          STATION RECOVERY (1958)
 CS1910
 CS1910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1910'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE NORTH AND SOUTH
 CS1910'FENCE HAS BEEN REMOVED AND THE FIELD IS NOW ALL IN CULTIVATION.
 CS1910'
 CS1910'REFERENCE MARK 1 WAS NOT RECOVERED AS IT WAS LOST WHEN THE FENCE
 CS1910'WAS REMOVED.
 CS1910'
 CS1910'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 CS1910
 CS1910                          STATION RECOVERY (1963)
 CS1910
 CS1910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS1910'THE STATION MARK, REFERENCE MARK NOS. 1 AND 2 WERE RECOVERED AND
 CS1910'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK (BENCH MARK B
 CS1910'941 1946) WAS FOUND TO BE DESTROYED.
 CS1910'
 CS1910'THE ORIGINAL DESCRIPTION WAS USED FOR RECOVERY.  IT WAS FOUND THE
 CS1910'FENCE LINE AND WITNESS POST ARE GONE.  THE STATION MARK AND
 CS1910'REFERENCE MARK NO. 1 WERE REFERENCED TOO.  OTHERWISE THE
 CS1910'DESCRIPTION IS ADEQUATE FOR RECOVERY.  ADDITIONAL DISTANCES
 CS1910'FOR RECOVERY ARE AS FOLLOWS--
 CS1910'
 CS1910'THE STATION MARK A STANDARD CORPS OF ENGINEERS BRONZE DISK STAMPED
 CS1910'TARRANT 3, IS SET IN A CONCRETE POST WHICH IS 12 INCHES BELOW
 CS1910'THE SURFACE OF GROUND.  IT IS 542 FEET SOUTH OF THE CENTER OF
 CS1910'A WINDMILL AND 419 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 CS1910'
 CS1910'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TARRANT NO 3
 CS1910'NO 1 1947, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 CS1910'SURFACE OF THE GROUND, 450 FEET SOUTH OF THE CENTER OF THE
 CS1910'WINDMILL.
 CS1910'
 CS1910'REFERENCE MARK NO. 2, A STANDARD CORPS OF ENGINEERS BRONZE DISK
 CS1910'STAMPED NO 2, IS SET IN A CONCRETE POST FLUSH WITH THE SURFACE OF
 CS1910'THE GROUND.  IT IS 609 FEET SOUTH FROM WHERE THE NORTH-SOUTH
 CS1910'FENCE JUNCTION WITH THE RIGHT-OF-WAY FENCE ALONG HIGHWAY 121,
 CS1910'9 FEET SOUTH OF A BRACED FENCE POST AND 1 FOOT EAST OF THE
 CS1910'FENCE WHICH RUNS NORTH AND SOUTH.
 CS1910'
 CS1910'THE STATION WAS REACHED BY GOING EAST ALONG STATE HIGHWAYS 114
 CS1910'AND 121 FROM THE NORTH END OF MAIN STREET IN GRAPEVINE FOR
 CS1910'0.7 MILE TO WHERE THE HIGHWAYS SEPARATE, THENCE NORTHEAST
 CS1910'ON ST. HIGHWAY 121 FOR 0.9 MILE TO THE END OF TRUCK TRAVEL,
 CS1910'THENCE SOUTHEAST ABOUT 0.2 MILE TO THE STATION.
 CS1910
 CS1910                          STATION RECOVERY (1981)
 CS1910
 CS1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS1910'THE STATION WAS RECOVERED AS DESCRIBED.  ALL THE OTHER MARKS HAVE BEEN
 CS1910'DESTROYED.  A NEW AZIMUTH MARK AND 2 NEW REFERENCE MARKS WERE PLACED
 CS1910'AT THIS TIME.
 CS1910'
 CS1910'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF GRAPEVINE IN THE
 CS1910'CENTER OF A PLOWED FIELD ABOUT 350 YARDS EAST OF STATE HIGHWAY 26
 CS1910'AND ON PROPERTY OWNED BY THE DALLAS-FORT WORTH AIRPORT.
 CS1910'
 CS1910'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 114
 CS1910'ON THE NORTH EDGE OF GRAPEVINE, GO EASTERLY ON STATE HIGHWAY 114 FOR
 CS1910'0.1 MILE TO A SIDE ROAD LEFT.  BEAR LEFT AND GO EASTERLY ON A NARROW
 CS1910'ROAD FOR 0.65 MILE TO THE TOP OF A RISE AND A GATE LEADING INTO A
 CS1910'CULTIVATED FIELD ON THE LEFT.  TURN LEFT CROSSING THE FIELD TO THE
 CS1910'NORTH FOR 0.3 MILE TO ANOTHER FIELD.  GO NORTHWEST ACROSS THE SECOND
 CS1910'FIELD FOR 0.25 MILE TO THE WEST CENTER OF THE FIELD AND STATION AS
 CS1910'DESCRIBED.
 CS1910'
 CS1910'THE STATION IS A U.S. ENGINEER STATION DISK SET IN CONCRETE 12
 CS1910'INCHES BELOW SURFACE.  IT HAS A RAISED TRIANGLE WITH A PUNCH HOLE IN
 CS1910'THE CENTER OF THE DISK.  THE DISK IS STAMPED---TARRANT 3---.  IT IS
 CS1910'540 FEET SOUTH OF AN OLD WINDMILL FOUNDATION AND 414 FEET EAST OF A
 CS1910'NORTH-SOUTH FENCE.
 CS1910'
 CS1910'REFERENCE MARK 3 IS AN ALUMINUM MARKER IMBEDDED IN THE GROUND 12
 CS1910'INCHES BELOW THE SURFACE NEXT TO THE OLD CONCRETE OF RM 1.  THE DISK
 CS1910'IS STAMPED---TARRANT NO 3 1981---AND IS 450 FEET SOUTH OF THE OLD
 CS1910'WINDMILL FOUNDATION AND 544 FEET EAST OF THE NORTH-SOUTH FENCE.
 CS1910'
 CS1910'REFERENCE MARK 4 IS AN NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 CS1910'MONUMENT FLUSH WITH THE GROUND STAMPED---TARRANT NO 4 1981---.  IT IS
 CS1910'17 FEET EAST OF THE FENCE AND 15 FEET WEST OF THE WEST EDGE OF THE
 CS1910'FIELD.
 CS1910'
 CS1910'AZIMUTH MARK IS AN NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 CS1910'MONUMENT FLUSH WITH THE GROUND STAMPED---TARRANT 1981---.  IT IS 150
 CS1910'FEET WEST OF THE CENTER OF THE ROAD, 30 FEET SOUTH OF A CONCRETE
 CS1910'PICNIC TABLE AND CONCRETE SLAB AND 3.2 FEET EAST OF A WITNESS POST.
 CS1910'
 CS1910'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 26 AND
 CS1910'114 IN THE NORTH EDGE OF GRAPEVINE GO NORTH ON STATE HIGHWAY 26 FOR
 CS1910'0.9 MILE TO A ROAD LEFT LEADING TO GRAPEVINE DAM.  TURN LEFT AND GO
 CS1910'WEST THEN NORTH ON THE PAVED ROAD FOR 0.45 MILE TO THE STATION ON LEFT
 CS1910'AT A PICNIC PARK.  THE STATION IS ON THE WEST EDGE OF THE ROAD RIGHT
 CS1910'OF WAY.
 CS1910
 CS1910                          STATION RECOVERY (1990)
 CS1910
 CS1910'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 CS1910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1311 ***********************************************************************
 CR1311  DESIGNATION -  TARRANT
 CR1311  PID         -  CR1311
 CR1311  STATE/COUNTY-  TX/HENDERSON
 CR1311  USGS QUAD   -  MALLARD HILL (1984)
 CR1311
 CR1311                         *CURRENT SURVEY CONTROL
 CR1311  ___________________________________________________________________
 CR1311* NAD 83(1993)-  32 12 26.30992(N)    095 55 45.18666(W)     ADJUSTED  
 CR1311* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 CR1311  ___________________________________________________________________
 CR1311  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CR1311  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CR1311
 CR1311  HORZ ORDER  -  SECOND
 CR1311
 CR1311.The horizontal coordinates were established by classical geodetic methods
 CR1311.and adjusted by the National Geodetic Survey in February 1996..
 CR1311
 CR1311.The orthometric height was scaled from a topographic map.
 CR1311
 CR1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1311
 CR1311.The geoid height was determined by GEOID03.
 CR1311
 CR1311;                    North         East     Units Scale Factor Converg.
 CR1311;SPC TXNC     - 2,062,918.618   842,344.099   MT  0.99998033   +1 24 07.5
 CR1311;SPC TXNC     - 6,768,092.17  2,763,590.60   sFT  0.99998033   +1 24 07.5
 CR1311;UTM  15      - 3,567,178.422   223,891.667   MT  1.00054025   -1 33 44.0
 CR1311;UTM  14      - 3,567,551.301   789,457.497   MT  1.00063339   +1 38 16.1
 CR1311
 CR1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1311!SPC TXNC     -   0.99997512  x   0.99998033  =   0.99995545
 CR1311!UTM  15      -   0.99997512  x   1.00054025  =   1.00051536
 CR1311!UTM  14      -   0.99997512  x   1.00063339  =   1.00060850
 CR1311
 CR1311|---------------------------------------------------------------------|
 CR1311| PID    Reference Object                     Distance      Geod. Az  |
 CR1311|                                                           dddmmss.s |
 CR1311| CY2426 TARRANT RM 1                         26.241 METERS 01136     |
 CR1311| CY2427 TARRANT RM 2                         20.060 METERS 13139     |
 CR1311| CY2425 TARRANT AZ MK                                      2281503.6 |
 CR1311| CR1317 EUSTACE                             APPROX.11.0 KM 3320739.9 |
 CR1311|---------------------------------------------------------------------|
 CR1311
 CR1311                          SUPERSEDED SURVEY CONTROL
 CR1311
 CR1311  NAD 83(1986)-  32 12 26.31760(N)    095 55 45.17048(W) AD(       ) 2
 CR1311  NAD 27      -  32 12 25.77500(N)    095 55 44.29000(W) AD(       ) 2
 CR1311
 CR1311.Superseded values are not recommended for survey control.
 CR1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1311.See file dsdata.txt to determine how the superseded data were derived.
 CR1311
 CR1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR2389267178(NAD 83)
 CR1311_MARKER: DS = TRIANGULATION STATION DISK
 CR1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1311
 CR1311  HISTORY     - Date     Condition        Report By
 CR1311  HISTORY     - 1947     MONUMENTED       CGS
 CR1311  HISTORY     - 1966     GOOD             CGS
 CR1311  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR1311
 CR1311                          STATION DESCRIPTION
 CR1311
 CR1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CR1311'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF MALAKOFF,
 CR1311'ABOUT 3-1/2 MILES WEST-NORTHWEST OF ATHENS, 1.3 MILE NORTH
 CR1311'OF STATE HIGHWAY 31, ON THE HIGHEST POINT OF A SANDY HILL
 CR1311'COVERED WITH SCRUB OAK.  IT IS STAMPED TARRANT 1947 AND PROJECTS
 CR1311'4 INCHES.
 CR1311'
 CR1311'REFERENCE MARK NO. 1 IS SITUATED NORTH OF THE STATION, PROJECTS
 CR1311'6 INCHES AND IS STAMPED TARRANT NO. 1 1947.
 CR1311'
 CR1311'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION AND ABOUT 1 FOOT
 CR1311'LOWER.  IT IS STAMPED TARRANT NO. 2 1947 AND PROJECTS 6 INCHES.
 CR1311'
 CR1311'THE AZIMUTH MARK IS LOCATED AT T ROAD INTERSECTION, ABOUT
 CR1311'0.3 MILE SOUTHWEST OF STATION, 55 FEET WEST OF FENCE CORNER,
 CR1311'30 FEET SOUTH OF CENTER OF DIRT ROAD, 2 FEET EAST OF A 4 BY 4-INCH
 CR1311'WITNESS POST AND 1 FOOT NORTH OF FENCE LINE.  IT IS STAMPED
 CR1311'TARRANT 1947 AND PROJECTS 2 INCHES.
 CR1311'
 CR1311'TO REACH THE STATION FROM THE WEST SIGNAL LIGHT IN MALAKOFF,
 CR1311'GO EASTERLY ON STATE HIGHWAY 31 FOR 5.0 MILES TO A T ROAD ON
 CR1311'THE LEFT, (DIRT ROAD) TURN LEFT AND GO NORTHERLY FOR 1.0
 CR1311'TO A T ROAD INTERSECTION AND THE AZIMUTH MARK ON THE LEFT,
 CR1311'TURN RIGHT AND GO 0.25 MILE TO A T ROAD ON THE LEFT, TURN
 CR1311'SHARP LEFT AND GO 0.15 MILE TO A WIRE GATE AND END OF TRUCK
 CR1311'TRAVEL.  PASS THROUGH GATE, BEAR RIGHT AND FOLLOW DIM TRACK
 CR1311'ROAD UP HILL THROUGH SCRUB OAK, FOR ABOUT 500 YARDS TO THE
 CR1311'HIGHEST POINT AND THE STATION SITE.  THIS LAST 500 YARDS CAN
 CR1311'BE DRIVEN WITH A FOUR WHEEL DRIVE TRUCK.
 CR1311'
 CR1311'AN 87 FOOT SIGNAL AT EUSTACE IS VISIBLE AT 50 FEET.
 CR1311'
 CR1311'A 74 FOOT SIGNAL AT PICKENS IS VISIBLE AT 50 FEET.
 CR1311'
 CR1311'A 74 FOOT SIGNAL AT MILL IS VISIBLE AT 50 FEET.
 CR1311'
 CR1311'A 74 FOOT SIGNAL AT MIDWAY IS VISIBLE AT 50 FEET.
 CR1311'
 CR1311'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 50 FEET.
 CR1311'
 CR1311'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CR1311
 CR1311                          STATION RECOVERY (1966)
 CR1311
 CR1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CR1311'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CR1311'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 CR1311'SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE MARK IS
 CR1311'COVERED WITH DIRT.  IF THE AZIMUTH MARK STILL EXISTS IT WOULD
 CR1311'TAKE CONSIDERABLE CLEARING TO SEE THE STATION FROM THE GROUND.
 CR1311'
 CR1311'THE DESCRIPTION AND DIRECTIONS FOR PROCEEDING TO STATION SITE
 CR1311'ARE ADEQUATE FOR RECOVERY.
 CR1311
 CR1311                          STATION RECOVERY (2004)
 CR1311
 CR1311'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0888 ***********************************************************************
 FM0888  DESIGNATION -  TASCOSA
 FM0888  PID         -  FM0888
 FM0888  STATE/COUNTY-  TX/OLDHAM
 FM0888  USGS QUAD   -  ADY (1966)
 FM0888
 FM0888                         *CURRENT SURVEY CONTROL
 FM0888  ___________________________________________________________________
 FM0888* NAD 83(1993)-  35 28 16.72084(N)    102 10 38.61863(W)     ADJUSTED  
 FM0888* NAVD 88     -      1052.     (meters)    3451.     (feet)  VERTCON   
 FM0888  ___________________________________________________________________
 FM0888  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 FM0888  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0888
 FM0888  HORZ ORDER  -  THIRD
 FM0888
 FM0888.The horizontal coordinates were established by classical geodetic methods
 FM0888.and adjusted by the National Geodetic Survey in February 1996..
 FM0888
 FM0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0888
 FM0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0888
 FM0888.The geoid height was determined by GEOID03.
 FM0888
 FM0888;                    North         East     Units Scale Factor Converg.
 FM0888;SPC TX N     - 1,163,433.022   138,524.538   MT  0.99991131   -0 23 33.3
 FM0888;SPC TX N     - 3,817,029.84    454,475.92   sFT  0.99991131   -0 23 33.3
 FM0888;UTM  13      - 3,928,974.338   756,115.977   MT  1.00040843   +1 38 19.8
 FM0888
 FM0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0888!SPC TX N     -   0.99983890  x   0.99991131  =   0.99975023
 FM0888!UTM  13      -   0.99983890  x   1.00040843  =   1.00024727
 FM0888
 FM0888|---------------------------------------------------------------------|
 FM0888| PID    Reference Object                     Distance      Geod. Az  |
 FM0888|                                                           dddmmss.s |
 FM0888| CJ8603 TASCOSA RM 1                         20.564 METERS 08055     |
 FM0888| CJ8604 TASCOSA RM 2                         20.312 METERS 16935     |
 FM0888| CJ8684 TT 28 L                                            3144420.5 |
 FM0888| FM0864 BOYS RANCH WATER TANK               APPROX. 9.5 KM 3163030.6 |
 FM0888|---------------------------------------------------------------------|
 FM0888
 FM0888                          SUPERSEDED SURVEY CONTROL
 FM0888
 FM0888  NAD 83(1993)-  35 28 16.72698(N)    102 10 38.61266(W) AD(       ) 3
 FM0888  NAD 83(1986)-  35 28 16.72836(N)    102 10 38.60951(W) AD(       ) 3
 FM0888  NAD 27      -  35 28 16.55400(N)    102 10 36.91200(W) AD(       ) 3
 FM0888  NGVD 29 (07/19/86) 1052.     (m)         3451.     (f) VERT ANG       
 FM0888
 FM0888.Superseded values are not recommended for survey control.
 FM0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0888.See file dsdata.txt to determine how the superseded data were derived.
 FM0888
 FM0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5611628974(NAD 83)
 FM0888_MARKER: DS = TRIANGULATION STATION DISK
 FM0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0888
 FM0888  HISTORY     - Date     Condition        Report By
 FM0888  HISTORY     - 1953     MONUMENTED       CGS
 FM0888  HISTORY     - 1965     MARK NOT FOUND   USGS
 FM0888
 FM0888                          STATION DESCRIPTION
 FM0888
 FM0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0888'STATION IS LOCATED, AIRLINE, ABOUT 5 MILES SOUTHEAST OF THE
 FM0888'SMALL SETTLEMENT OF TASCOSA, 1-1/2 MILES SOUTH OF THE CANADIAN
 FM0888'RIVER, 3/4 MILE WEST OF THE OLDHAM-POTTER COUNTY LINE AND
 FM0888'NEAR THE NORTH EDGE AND ON THE HIGHEST POINT OF A LARGE BENCH
 FM0888'OVERLOOKING THE CANADIAN RIVER.
 FM0888'
 FM0888'STATION IS REACHED AS FOLLOWS--FROM THE TASCOSA RAILROAD
 FM0888'DEPOT, GO NORTH ON A GRAVELED ROAD FOR 0.3 MILE TO A T ROAD
 FM0888'AND A SMALL STORE.  TURN RIGHT ON A GRAVELED ROAD AND GO 2.9
 FM0888'MILES TO A CATTLE GUARD ON THE RIGHT AND ACROSS THE RAILROAD
 FM0888'TRACKS.  TURN RIGHT AND GO ABOUT 300 FEET TO THE CATTLE GUARD
 FM0888'AND THE USGS BM TT 28 L WHICH IS USED FOR THE AZIMUTH MARK.
 FM0888'CONTINUE FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 FM0888'0.3 MILE TO TWO GATES.  PASS THROUGH THE GATES, TURN RIGHT
 FM0888'AND GO 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 FM0888'SOUTHERLY FOR 0.5 MILE TO A FORK JUST AFTER CROSSING A DITCH.
 FM0888'TAKE THE RIGHT FORK AND GO SOUTHERLY FOR 0.35 MILE TO A
 FM0888'FORK.  TAKE THE LEFT FORK AND GO 0.6 MILE, UP A STEEL
 FM0888'GRADE, TO A BOARD GATE.  PASS THROUGH THE GATE AND GO
 FM0888'EASTERLY FOR 1.2 MILES TO THE TOP OF THE BENCH AND 0.2 MILE
 FM0888'NORTHWEST OF A WINDMILL.  TURN RIGHT, OFF THE ROAD, AND GO
 FM0888'SOUTH AND THEN WEST FOR 0.5 MILE TO THE TOP OF THE HILL AND
 FM0888'THE STATION.
 FM0888'
 FM0888'STATION MARK, STAMPED TASCOSA 1953, IS A STANDARD DISK SET
 FM0888'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FM0888'4 INCHES.  IT IS 5.5 FEET SOUTHEAST OF A WITNESS POST.
 FM0888'
 FM0888'REFERENCE MARK NUMBER 1, STAMPED TASCOSA NO 1 1953, IS A
 FM0888'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FM0888'POST THAT PROJECTS 2 INCHES AND IS 12 INCHES LOWER THAN THE
 FM0888'STATION.
 FM0888'
 FM0888'REFERENCE MARK NUMBER 2, STAMPED TASCOSA NO 2 1953, IS A
 FM0888'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FM0888'POST THAT PROJECTS 4 INCHES AND IS 12 INCHES LOWER THAN
 FM0888'THE STATION.
 FM0888'
 FM0888'BM TT 28 L IS A STANDARD USGS BENCH MARK DISK SET IN THE
 FM0888'TOP OF A 7 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 FM0888'IT IS STAMPED TT 28 L 1933.  THIS BM IS TO BE USED FOR THE
 FM0888'AZIMUTH MARK.  IT IS 60.0 FEET WEST OF THE CENTER OF THE CATTLE
 FM0888'GUARD, 51.0 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACKS
 FM0888'AND 12 INCHES NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 FM0888
 FM0888                          STATION RECOVERY (1965)
 FM0888
 FM0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0888'STATION NOT FOUND.  STATION SEARCHED FOR IN AREA DESCRIBED.
 FM0888'ACTIVITY IN SAND AND GRAVEL PIT PROBABLY REMOVED THE MARK.
 FM0888'
 FM0888'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 FM0888'SE OF TASCOSA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5291 ***********************************************************************
 AH5291  DESIGNATION -  TATE ET
 AH5291  PID         -  AH5291
 AH5291  STATE/COUNTY-  TX/ERATH
 AH5291  USGS QUAD   -  KNOB HILL (1979)
 AH5291
 AH5291                         *CURRENT SURVEY CONTROL
 AH5291  ___________________________________________________________________
 AH5291* NAD 83(1993)-  32 18 33.71328(N)    098 13 32.28545(W)     ADJUSTED  
 AH5291* NAVD 88     -       448.0    (meters)    1470.     (feet)  VERTCON   
 AH5291  ___________________________________________________________________
 AH5291  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AH5291  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AH5291
 AH5291  HORZ ORDER  -  THIRD
 AH5291
 AH5291.The horizontal coordinates were established by classical geodetic methods
 AH5291.and adjusted by the National Geodetic Survey in July 1998..
 AH5291
 AH5291.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5291
 AH5291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5291
 AH5291.The geoid height was determined by GEOID03.
 AH5291
 AH5291;                    North         East     Units Scale Factor Converg.
 AH5291;SPC TXNC     - 2,071,303.814   625,837.029   MT  0.99995590   +0 08 58.7
 AH5291;SPC TXNC     - 6,795,602.60  2,053,266.99   sFT  0.99995590   +0 08 58.7
 AH5291;UTM  14      - 3,574,990.591   572,897.231   MT  0.99966553   +0 24 50.1
 AH5291
 AH5291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5291!SPC TXNC     -   0.99993408  x   0.99995590  =   0.99988998
 AH5291!UTM  14      -   0.99993408  x   0.99966553  =   0.99959963
 AH5291
 AH5291                          SUPERSEDED SURVEY CONTROL
 AH5291
 AH5291  NGVD 29 (07/28/98)  447.9    (m)         1469.     (f) VERT ANG       
 AH5291
 AH5291.Superseded values are not recommended for survey control.
 AH5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5291.See file dsdata.txt to determine how the superseded data were derived.
 AH5291
 AH5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7289774991(NAD 83)
 AH5291_MARKER: DS = TRIANGULATION STATION DISK
 AH5291_SETTING: 66 = SET IN ROCK OUTCROP
 AH5291_PROJECTION: FLUSH
 AH5291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5291+STABILITY: POSITION/ELEVATION WELL
 AH5291
 AH5291  HISTORY     - Date     Condition        Report By
 AH5291  HISTORY     - 1961     MONUMENTED       USGS
 AH5291
 AH5291                          STATION DESCRIPTION
 AH5291
 AH5291'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH5291'STATION IS LOCATED ABOUT 6 MI. N. AND 1 MI. W. OF STEPHENVILLE, TEXAS,
 AH5291'ON GRASS COVERED RIDGE ABOUT 500 YDS. SE. OF A COUNTY RD., ABOUT 200
 AH5291'YDS. NW. OF AN OLD HOUSE, 200 FT. W. OF A TRACK RD., ON THE NW. END OF
 AH5291'THE SMALL TOP.
 AH5291'TO REACH FROM THE COURTHOUSE IN STEPHENVILLE, PROCEED NW. ALONG STATE
 AH5291'HIGHWAY 108 FOR 6.4 MI. TO A CROSSROAD, THENCE NE. ALONG DIRT RD. 1.9
 AH5291'MI. TO CREST OF RIDGE AND GATE ON THE RIGHT, THENCE RIGHT THROUGH GATE
 AH5291'0.3 MI. ALONG TRACK RD. TO STATION SITE.
 AH5291'STATION MARK--A STANDARD TABLET SET IN LEDGE ROCK AND STAMPED---
 AH5291'---TATE - ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6792 ***********************************************************************
 AW6792  DESIGNATION -  TATLUM
 AW6792  PID         -  AW6792
 AW6792  STATE/COUNTY-  TX/BRAZORIA
 AW6792  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6792
 AW6792                         *CURRENT SURVEY CONTROL
 AW6792  ___________________________________________________________________
 AW6792* NAD 83(1993)-  29 03 06.40308(N)    095 08 57.89590(W)     ADJUSTED  
 AW6792* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6792  ___________________________________________________________________
 AW6792  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AW6792  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AW6792
 AW6792  HORZ ORDER  -  SECOND
 AW6792
 AW6792.The horizontal coordinates were established by classical geodetic methods
 AW6792.and adjusted by the National Geodetic Survey in February 1996..
 AW6792
 AW6792.The orthometric height was scaled from a topographic map.
 AW6792
 AW6792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6792
 AW6792.The geoid height was determined by GEOID03.
 AW6792
 AW6792;                    North         East     Units Scale Factor Converg.
 AW6792;SPC TXSC     - 4,141,208.718   974,895.130   MT  0.99987537   +1 53 11.2
 AW6792;SPC TXSC     -13,586,615.60  3,198,468.44   sFT  0.99987537   +1 53 11.2
 AW6792;UTM  15      - 3,215,629.014   290,725.366   MT  1.00014047   -1 02 38.9
 AW6792
 AW6792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6792!SPC TXSC     -   1.00000400  x   0.99987537  =   0.99987937
 AW6792!UTM  15      -   1.00000400  x   1.00014047  =   1.00014447
 AW6792
 AW6792:                Primary Azimuth Mark                     Grid Az
 AW6792:SPC TXSC     -  TITLUM IS MOODY HUNT LODGE CHY           003 19 31.3
 AW6792:UTM  15      -  TITLUM IS MOODY HUNT LODGE CHY           006 15 21.4
 AW6792
 AW6792|---------------------------------------------------------------------|
 AW6792| PID    Reference Object                     Distance      Geod. Az  |
 AW6792|                                                           dddmmss.s |
 AW6792| AW6793 TITLUM IS MOODY HUNT LODGE CHY      APPROX. 2.5 KM 0051242.5 |
 AW6792| CV6852 TATLUM RM 2                          20.640 METERS 04858     |
 AW6792| AW6799 SLOUGH                              APPROX. 7.7 KM 2632718.7 |
 AW6792| CV6851 TATLUM RM 1                          22.180 METERS 31140     |
 AW6792|---------------------------------------------------------------------|
 AW6792
 AW6792                          SUPERSEDED SURVEY CONTROL
 AW6792
 AW6792  NAD 83(1986)-  29 03 06.41337(N)    095 08 57.87656(W) AD(       ) 2
 AW6792  NAD 27      -  29 03 05.53700(N)    095 08 57.12600(W) AD(       ) 2
 AW6792
 AW6792.Superseded values are not recommended for survey control.
 AW6792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6792.See file dsdata.txt to determine how the superseded data were derived.
 AW6792
 AW6792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9072515629(NAD 83)
 AW6792_MARKER: DS = TRIANGULATION STATION DISK
 AW6792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6792
 AW6792  HISTORY     - Date     Condition        Report By
 AW6792  HISTORY     - 1933     MONUMENTED       CGS
 AW6792  HISTORY     - 1937     GOOD             CGS
 AW6792  HISTORY     - 1954     MARK NOT FOUND   WESGEO
 AW6792  HISTORY     - 1957     SEE DESCRIPTION  CGS
 AW6792  HISTORY     - 1957     MARK NOT FOUND   USGS
 AW6792  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW6792  HISTORY     - 1963     GOOD             CGS
 AW6792  HISTORY     - 1977     MARK NOT FOUND   NGS
 AW6792  HISTORY     - 1979     MARK NOT FOUND   NGS
 AW6792  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 AW6792  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6792  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6792
 AW6792                          STATION DESCRIPTION
 AW6792
 AW6792'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6792'ON A PENINSULA BETWEEN THE GULF OF MEXICO, SAN LUIS PASS, AND
 AW6792'OYSTER BAY.  STATION IS ON THE HIGHEST PART OF THE GULF BEACH,
 AW6792'ABOUT 2-1/2 MILES SW OF SAN LUIS PASS, ABOUT 2-1/3 MILES SE
 AW6792'BY E OF CHRISTMAS POINT, 205 METERS NW OF HIGH-WATER LINE OF THE
 AW6792'GULF, AND 2 METERS SE FROM THE COAST GUARD TELEPHONE LINE.
 AW6792'
 AW6792'HEIGHT OF LIGHT - 4.6 METERS.
 AW6792
 AW6792                          STATION RECOVERY (1937)
 AW6792
 AW6792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW6792'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT PROJECTS
 AW6792'ABOUT 4 INCHES ABOVE THE GROUND.  REFERENCE MARKS WERE THOROUGHLY
 AW6792'SEARCHED FOR BUT COULD NOT BE FOUND.
 AW6792'
 AW6792'ABOUT 16 MILES BY TRUCK FROM THE TOWN OF FREEPORT (NE), ON A
 AW6792'PENINSULA BETWEEN THE GULF OF MEXICO, SAN LUIS PASS, AND OYSTER
 AW6792'BAY, ON THE HIGHEST PART OF THE GULF BEACH, ABOUT 2-1/2 MILES
 AW6792'SW OF SAN LUIS PASS, ABOUT 2-1/2 MILES SE OF CHRISTMAS POINT,
 AW6792'ABOUT 150 METERS NW OF THE GULF HIGH-WATER LINE, AND 2 METERS
 AW6792'SE FROM THE COAST GUARD TELEPHONE LINE.  A PROMINENT WINDBREAK
 AW6792'OF SALT CEDARS IS ABOUT 1.1 MILES SW, ALSO THE REMAINS OF AN
 AW6792'OLD WRECK A SHORT WAYS OFFSHORE ABOUT 2-1/4 MILES SW.
 AW6792
 AW6792                          STATION RECOVERY (1954)
 AW6792
 AW6792'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 AW6792'STATION AND REFERENCE MARKS SEARCHED FOR FOR ABOUT 8 HRS.  NO
 AW6792'INDICATION AS TO WHERE LOCATED.  COVERED WITH SAND.
 AW6792
 AW6792                          STATION RECOVERY (1957)
 AW6792
 AW6792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 AW6792'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 AW6792'REFERENCE MARK NO. 1 IS NOW UNDER ABOUT 1 FOOT OF SAND.  REFERENCE
 AW6792'NO. 2 AND THE STATION MARK WERE BOTH SUBJECT TO WIND EROSION
 AW6792'AND WERE REINFORCED WITH ADDITIONAL CONCRETE.  A REVISED
 AW6792'DESCRIPTION IS AS FOLLOWS.
 AW6792'
 AW6792'STATION IS ABOUT 14 MILES NORTHEAST OF FREEPORT ALONG THE GULF
 AW6792'BEACH, ON THE PENINSULA BETWEEN THE GULF AND OYSTER BAY AND IS
 AW6792'ABOUT 2.5 MILES SOUTHWEST FROM SAN LUIS PASS, AND 0.7 MILE
 AW6792'NORTHEAST OF A WELL AND WINDMILL.  THE STATION IS MARKED WITH
 AW6792'A STANDARD DISK STAMPED TATLUM 1933 IN A CONCRETE POST PROJECTING
 AW6792'ABOUT 1 FOOT.  THE ORIGINAL POST IS SURROUNDED BY A CONCRETE
 AW6792'MASS ABOUT 2 FEET IN DIAMETER AND PROJECTS ABOUT 1 FOOT
 AW6792'ABOVE THE MASS.  IT IS ALONG THE EDGE OF THE MARSH AND THE
 AW6792'SAND BEACH,
 AW6792'
 AW6792'REFERENCE MARK NO. 1 IS IN THE MARSH SAND AND IS ABOUT 1 FOOT
 AW6792'BELOW THE SURFACE, A DISK IN A CONCRETE POST, STAMPED TATLUM
 AW6792'1933 NO. 1
 AW6792'
 AW6792'REFERENCE NO. 2 IS A DISK STAMPED TATLUM 1933 NO. 2 IN A CONCRETE
 AW6792'POST SURROUNDED BY A CONCRETE MASS ABOUT 2 FEET IN DIAMETER
 AW6792'AND PROJECTS ABOUT 1 FOOT ABOVE THE MASS.  IT IS ALONG THE
 AW6792'EDGE OF THE MARSH AND THE SAND BEACH.
 AW6792'
 AW6792'TO REACH FROM SURFSIDE, A SETTLEMENT AT THE END OF STATE HIGHWAY
 AW6792'NO. 332 ON THE EAST SIDE OF THE BRAZOS RIVER OPPOSITE FREEPORT,
 AW6792'GO SOUTH ABOUT 0.3 MILE TO THE BEACH.  THEN TURN LEFT AND GO
 AW6792'NORTHEAST ON THE SAND BEACH 10.0 MILES TO THE WELL AND WINDMILL
 AW6792'IN THE MARSH ON THE LEFT.  THEN CONTINUE 0.7 MILE TO THE
 AW6792'STATION ON THE LEFT AS DESCRIBED.
 AW6792'
 AW6792'NOTE.  THE ORIGINAL DESCRIPTION STATES THE STATION IS 2 METERS
 AW6792'SOUTHEAST OF THE COAST GUARD STATION TELEPHONE LINE.  THE COAST
 AW6792'GUARD STATION IS NOW IN RUINS 01.3 MILES NORTHEAST AND THE
 AW6792'TELEPHONE LINE IS NOW A ROW OF STUBS ALONG THE EDGE OF THE MARSH.
 AW6792'
 AW6792'A LETTER AND PHOTOGRAPHS DATED JAN. 24, 1958 BY MR. G.W. HERZOG,
 AW6792'SHELL OIL CO SHOWS THE STATION AND R.M. 2 MONUMENTS COMPLETELY
 AW6792'EXPOSED BY EROSION AND LEANING.
 AW6792
 AW6792                          STATION RECOVERY (1957)
 AW6792
 AW6792'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AW6792'STATION REPORTED NOT FOUND IN 1954.  PARTY FOUND STATION
 AW6792'TATLUM.  NO EFFORT MADE TO LOCATE REFERENCE MARKS.  MONUMENT
 AW6792'IS TIPPED BUT STILL IN GROUND.
 AW6792
 AW6792                          STATION RECOVERY (1960)
 AW6792
 AW6792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6792'LOST.  THE AREA WAS SEARCHED BUT THE MARK COULD NOT BE FOUND.
 AW6792'THE AREA IS COVERED BY VERY THICK GRASS.  THE MARK MIGHT BE
 AW6792'FOUND BY TRIANGULATION METHODS.
 AW6792
 AW6792                          STATION RECOVERY (1963)
 AW6792
 AW6792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW6792'THE STATION MARK WAS FOUND STANDING IN 2 FEET OF WATER AT
 AW6792'LOW TIDE APPROXIMATELY 50 FEET OFF SHORE.  THE MARK IS IN FAIR
 AW6792'CONDITION.  THE REFERENCE MARKS WERE NOT RECOVERED.  HOWEVER
 AW6792'A CONCRETE MASS BELIEVED TO BE ONE OF THE REFERENCE MARKS IS
 AW6792'LYING IN THE GULF A SHORT DISTANCE NORTHEAST OF THE STATION.
 AW6792'
 AW6792'THE STATION WAS REACHED AS FOLLOWS--FROM THE END OF HIGHWAY
 AW6792'332 AT THE BEACH IN SURFSIDE GO NORTHEAST ALONG THE BEACH FOR
 AW6792'10.1 MILES TO WINDMILL TOWER STANDING AT LEFT, CONTINUE
 AW6792'NORTHEAST ALONG THE BEACH FOR 0.75 MILE TO THE STATION MARK
 AW6792'ON RIGHT APPROXIMATELY 50 FEET OUT IN THE GULF.
 AW6792
 AW6792                          STATION RECOVERY (1977)
 AW6792
 AW6792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW6792'THE AREA WAS SEARCHED BUT THE STATION WAS NOT RECOVERED.  THE
 AW6792'RECOVERY NOTE FOR 1963 REPORTED MARK WAS FOUND ABOUT 50 FEET IN GULF
 AW6792'AREA, A OWNER OF A CONDOMINIUM JUST SOUTH OF STATION ABOUT 1/4
 AW6792'MILE REPORTED THE BEACH AREA HAS BEEN ERODING ABOUT 5 FEET PER YEAR
 AW6792'FOR THE LAST 8 YEARS THAT HE HAS BEEN IN THIS AREA SO MARK IF STILL
 AW6792'THERE WOULD BE ABOUT 100 TO 150 FEET OFF SHORE AND IN ABOUT 8 FOOT
 AW6792'OF WATER.  NO TRACE OF THE MARK WAS FOUND AT THIS TIME.
 AW6792'
 AW6792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 AW6792'NORTHEAST OF FREEPORT.
 AW6792
 AW6792                          STATION RECOVERY (1979)
 AW6792
 AW6792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW6792'LOST.  ACCORDING TO RECOVERY NOTE BY GCR IN 1963, STATION WAS THEN
 AW6792'IN TWO FEET OF WATER.  IT PRESENTLY PLOTS IN THE WATER.  AREA WAS
 AW6792'SEARCHED, AND STATION COULD NOT BE FOUND.
 AW6792
 AW6792                          STATION RECOVERY (1996)
 AW6792
 AW6792'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6792'MARK NOT FOUND.
 AW6792
 AW6792                          STATION RECOVERY (2004)
 AW6792
 AW6792'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6792'MARK NOT FOUND.
 AW6792
 AW6792                          STATION RECOVERY (2005)
 AW6792
 AW6792'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2757 ***********************************************************************
 BY2757  DESIGNATION -  TATUM
 BY2757  PID         -  BY2757
 BY2757  STATE/COUNTY-  TX/HOUSTON
 BY2757  USGS QUAD   -  BEREA (1951)
 BY2757
 BY2757                         *CURRENT SURVEY CONTROL
 BY2757  ___________________________________________________________________
 BY2757* NAD 83(1993)-  31 18 29.25667(N)    095 17 36.04639(W)     ADJUSTED  
 BY2757* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 BY2757  ___________________________________________________________________
 BY2757  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BY2757  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY2757
 BY2757  HORZ ORDER  -  FIRST
 BY2757
 BY2757.The horizontal coordinates were established by classical geodetic methods
 BY2757.and adjusted by the National Geodetic Survey in February 1996..
 BY2757
 BY2757.The orthometric height was scaled from a topographic map.
 BY2757
 BY2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2757
 BY2757.The geoid height was determined by GEOID03.
 BY2757
 BY2757;                    North         East     Units Scale Factor Converg.
 BY2757;SPC TX C     - 3,192,831.187 1,179,571.594   MT  0.99989602   +2 35 45.2
 BY2757;SPC TX C     -10,475,146.99  3,869,977.80   sFT  0.99989602   +2 35 45.2
 BY2757;UTM  15      - 3,466,021.497   281,743.397   MT  1.00018759   -1 11 31.9
 BY2757
 BY2757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2757!SPC TX C     -   0.99998698  x   0.99989602  =   0.99988300
 BY2757!UTM  15      -   0.99998698  x   1.00018759  =   1.00017456
 BY2757
 BY2757|---------------------------------------------------------------------|
 BY2757| PID    Reference Object                     Distance      Geod. Az  |
 BY2757|                                                           dddmmss.s |
 BY2757| CV8476 TATUM RM 1                           31.038 METERS 02944     |
 BY2757| CV8477 TATUM RM 2                           27.813 METERS 14528     |
 BY2757| BY2753 SHADY GROVE TEX FOREST S LOT        APPROX.11.7 KM 2063342.0 |
 BY2757| CV8475 TATUM AZ MK                                        2134658.1 |
 BY2757| CV8478 TATUM RM 3                           40.657 METERS 29200     |
 BY2757|---------------------------------------------------------------------|
 BY2757
 BY2757                          SUPERSEDED SURVEY CONTROL
 BY2757
 BY2757  NAD 83(1986)-  31 18 29.26727(N)    095 17 36.03236(W) AD(       ) 1
 BY2757  NAD 27      -  31 18 28.61500(N)    095 17 35.24500(W) AD(       ) 1
 BY2757
 BY2757.Superseded values are not recommended for survey control.
 BY2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2757.See file dsdata.txt to determine how the superseded data were derived.
 BY2757
 BY2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8174366021(NAD 83)
 BY2757_MARKER: DS = TRIANGULATION STATION DISK
 BY2757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2757
 BY2757  HISTORY     - Date     Condition        Report By
 BY2757  HISTORY     - 1942     MONUMENTED       CGS
 BY2757  HISTORY     - 1944     GOOD             TXHD
 BY2757  HISTORY     - 1949     GOOD             CGS
 BY2757
 BY2757                          STATION DESCRIPTION
 BY2757
 BY2757'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2757'STATION IS LOCATED ABOUT 10.2 MILES EAST-SOUTHEAST OF CROCKETT,
 BY2757'ON THE TOP OF A CLEARED HILL, ON LAND OWNED AND OCCUPIED BY
 BY2757'R.S. TATUM, 84.1 FEET SOUTH OF THE SOUTH GABLE OF THE TATUM
 BY2757'HOUSE, 28.6 FEET EAST OF THE SOUTHEAST CORNER OF A GARAGE,
 BY2757'27 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 19 FEET NORTHWEST
 BY2757'OF A FENCE CORNER AND 5 FEET WEST OF A WHITE REFERENCE POST.
 BY2757'IT IS STAMPED TATUM 1942 AND PROJECTS ABOUT 6 INCHES.
 BY2757'
 BY2757'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 18
 BY2757'FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 21 FEET NORTH
 BY2757'OF A BOARD GATE AND 1 FOOT EAST OF A FENCE.  IT IS STAMPED
 BY2757'TATUM NO 1 1942 AND PROJECTS ABOUT 6 INCHES.  REFERENCE MARK
 BY2757'NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 23 FEET EAST OF THE
 BY2757'CENTERLINE OF THE DIRT ROAD AND 1 FOOT WEST OF A FENCE.  IT
 BY2757'IS STAMPED TATUM NO 2 1942 AND PROJECTS ABOUT 6 INCHES.
 BY2757'
 BY2757'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 29 FEET SOUTH
 BY2757'OF THE CENTERLINE OF A DIRT ROAD, 28 FEET NORTHWEST OF A
 BY2757'14-INCH PINE TREE, 6 FEET WEST OF A WHITE REFERENCE POST AND
 BY2757'4.6 FEET SOUTH OF A FENCE.  IT IS STAMPED TATUM 1942 AND PROJECTS
 BY2757'ABOUT 8 INCHES.
 BY2757'
 BY2757'TO REACH THE STATION FROM THE POST OFFICE IN CROCKETT, GO
 BY2757'EAST ON STATE HIGHWAY 103 FOR 8.5 MILES TO A DIRT ROAD RIGHT,
 BY2757'SOUTH.  TURN RIGHT AND FOLLOW MAIN DIRT ROAD FOR 2.6 MILES TO
 BY2757'A T ROAD LEFT, BETWEEN TWO WOOD BRIDGES.  TURN LEFT AND GO 0.05
 BY2757'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.35 MILE TO THE
 BY2757'TATUM HOUSE ON THE LEFT AND STATION.
 BY2757'
 BY2757'A 90 FOOT SIGNAL AT PENN IS VISIBLE AT 116 FEET.
 BY2757'
 BY2757'A 90 FOOT SIGNAL AT ELKINS IS VISIBLE AT 116 FEET.
 BY2757'
 BY2757'A 100 FOOT SIGNAL AT BRUMBERG IS VISIBLE AT 124 FEET.
 BY2757'
 BY2757'A 90 FOOT SIGNAL AT THOMPSON IS VISIBLE AT 24 FEET.
 BY2757'
 BY2757'A 90 FOOT SIGNAL AT CENTER IS VISIBLE AT 50 FEET.
 BY2757'
 BY2757'A 90 FOOT SIGNAL AT KENNARD IS VISIBLE AT 35 FEET.
 BY2757'
 BY2757'A 90 FOOT SIGNAL AT PENNINGTON IS VISIBLE AT 116 FEET.
 BY2757'
 BY2757'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 BY2757
 BY2757                          STATION RECOVERY (1944)
 BY2757
 BY2757'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1944 (GC)
 BY2757'STATION RECOVERED.
 BY2757
 BY2757                          STATION RECOVERY (1949)
 BY2757
 BY2757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2757'THE STATION, REFERENCE MARK NO. 1,
 BY2757'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD CONDITION.
 BY2757'REFERENCE MARK NO 2 WAS DESTROYED DUE TO THE WIDENING OF THE
 BY2757'ROAD.  A NEW REFERENCE MARK NO 3 WAS ESTABLISHED.  FOLLOWING
 BY2757'IS A NEW AND COMPLETE DESCRIPTION.
 BY2757'
 BY2757'THE STATION IS LOCATED ABOUT 10.2 MILES EAST-SOUTHEAST OF CROCKETT
 BY2757'ON THE HIGH POINT OF A CLEARED HILL, IN THE SOUTHEAST CORNER
 BY2757'OF AN OLD ABANDONED FARM HOUSE YARD AND ON LAND NOW OWNED BY
 BY2757'A MR. RAYNES.  IT IS 30.5 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 BY2757'DIRT ROAD, 12 FEET NORTH OF FENCE LINE, 10 FEET WEST OF FENCE
 BY2757'LINE, 19 FEET NORTH-NORTHWEST OF FENCE CORNER AND 5 FEET WEST
 BY2757'OF WITNESS POST.  IT IS STAMPED TATUM 1942 AND PROJECTS 4
 BY2757'INCHES.
 BY2757'
 BY2757'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 21 FEET
 BY2757'NORTH OF NORTH END OF GATE INTO FIELD, 18 FEET EAST OF THE
 BY2757'CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT EAST OF FENCE LINE.
 BY2757'IT IS STAMPED TATUM NO 1 1942 AND PROJECTS 2 INCHES.
 BY2757'
 BY2757'REFERENCE MARK NO 3 IS WEST-NORTHWEST OF THE STATION, SET IN
 BY2757'THE FENCE LINE IN THE NORTHWEST CORNER OF THE LOT.  IT IS
 BY2757'STAMPED TATUM NO 3 1949 AND PROJECTS 3 INCHES.
 BY2757'
 BY2757'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 BY2757'28 FEET SOUTH OF THE CENTER OF ROAD, 6 FEET SOUTH OF FENCE
 BY2757'LINE, 50 FEET EAST OF A 10 INCH OAK TREE AND 2 FEET NORTH OF
 BY2757'WITNESS POST.  IT IS STAMPED TATUM 1942 AND PROJECTS 6 INCHES.
 BY2757'
 BY2757'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 BY2757'HOUSE IN CROCKETT, GO EAST ON STATE ROUTES 7 AND 103 FOR 8.4
 BY2757'MILES TO SIDE ROAD RIGHT AT THE TOP OF HILL, TURN RIGHT AND
 BY2757'GO SOUTH AND SOUTHEAST FOR 0.4 MILE TO CROSSROAD, CONTINUE
 BY2757'STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 2.3 MILES TO SIDE
 BY2757'ROAD LEFT BETWEEN TWO WOODEN BRIDGES, TURN LEFT FOR ABOUT 100
 BY2757'FEET TO THE AZIMUTH MARK ON THE SOUTH SIDE AS DESCRIBED,
 BY2757'CONTINUE EAST AND NORTH ON DIRT ROAD 0.3 MILE TO OLD ABANDONED
 BY2757'FARM HOUSE ON THE LEFT AT THE TOP OF THE HILL AND STATION
 BY2757'IN SOUTHEAST CORNER OF YARD.
 BY2757'
 BY2757'OBSERVATIONS MADE FROM A 113 FOOT STEEL TOWER.
 BY2757'
 BY2757'A 113 FOOT SIGNAL AT STATION CENTER 1942 IS VISIBLE AT 64 FEET
 BY2757'
 BY2757'A 113 FOOT SIGNAL AT STATION NOGALUS IS VISIBLE AT 103 FEET
 BY2757'
 BY2757'A 100 FOOT SIGNAL AT STATION PENN 1942 IS VISIBLE AT 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1140 ***********************************************************************
 CR1140  DESIGNATION -  TATUM
 CR1140  PID         -  CR1140
 CR1140  STATE/COUNTY-  TX/RUSK
 CR1140  USGS QUAD   -  TATUM (1983)
 CR1140
 CR1140                         *CURRENT SURVEY CONTROL
 CR1140  ___________________________________________________________________
 CR1140* NAD 83(1993)-  32 20 32.76222(N)    094 30 12.96455(W)     ADJUSTED  
 CR1140* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 CR1140  ___________________________________________________________________
 CR1140  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CR1140  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR1140
 CR1140  HORZ ORDER  -  FIRST
 CR1140
 CR1140.The horizontal coordinates were established by classical geodetic methods
 CR1140.and adjusted by the National Geodetic Survey in February 1996..
 CR1140
 CR1140.The orthometric height was scaled from a topographic map.
 CR1140
 CR1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1140
 CR1140.The geoid height was determined by GEOID03.
 CR1140
 CR1140;                    North         East     Units Scale Factor Converg.
 CR1140;SPC TXNC     - 2,082,091.804   976,111.982   MT  0.99994865   +2 10 46.6
 CR1140;SPC TXNC     - 6,830,996.19  3,202,460.73   sFT  0.99994865   +2 10 46.6
 CR1140;UTM  15      - 3,579,386.361   358,500.201   MT  0.99984691   -0 48 16.3
 CR1140
 CR1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1140!SPC TXNC     -   0.99998529  x   0.99994865  =   0.99993395
 CR1140!UTM  15      -   0.99998529  x   0.99984691  =   0.99983221
 CR1140
 CR1140|---------------------------------------------------------------------|
 CR1140| PID    Reference Object                     Distance      Geod. Az  |
 CR1140|                                                           dddmmss.s |
 CR1140| CX6366 TATUM RM 1                           33.735 METERS 02633     |
 CR1140| CX6367 TATUM RM 2                           35.832 METERS 15341     |
 CR1140| CX6365 TATUM AZ MK                                        3490400.0 |
 CR1140|---------------------------------------------------------------------|
 CR1140
 CR1140                          SUPERSEDED SURVEY CONTROL
 CR1140
 CR1140  NAD 83(1986)-  32 20 32.77111(N)    094 30 12.95297(W) AD(       ) 1
 CR1140  NAD 27      -  32 20 32.21900(N)    094 30 12.22880(W) AD(       ) 1
 CR1140
 CR1140.Superseded values are not recommended for survey control.
 CR1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1140.See file dsdata.txt to determine how the superseded data were derived.
 CR1140
 CR1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR5850079386(NAD 83)
 CR1140_MARKER: DS = TRIANGULATION STATION DISK
 CR1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1140
 CR1140  HISTORY     - Date     Condition        Report By
 CR1140  HISTORY     - 1950     MONUMENTED       CGS
 CR1140  HISTORY     - 1956     GOOD             CGS
 CR1140  HISTORY     - 1958     SEE DESCRIPTION  CGS
 CR1140
 CR1140                          STATION DESCRIPTION
 CR1140
 CR1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1140'STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF THE SMALL
 CR1140'VILLAGE OF TATUM ALONG THE RIGHT OF WAY OF A GRAVEL ROAD.
 CR1140'STATION IS 31 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD, 6
 CR1140'FEET NORTH OF WITNESS POST AND 2 FEET EAST OF FENCELINE.  THE
 CR1140'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED TATUM 1950.
 CR1140'
 CR1140'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE APPROXIMATE CENTERLINE
 CR1140'OF ROAD AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 CR1140'THE DISK IS STAMPED TATUM NO 1 1950.
 CR1140'
 CR1140'REFERENCE MARK NO. 2 IS 24 FEET EAST OF THE APPROXIMATE CENTERLINE
 CR1140'OF ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 6
 CR1140'INCHES AND THE DISK IS STAMPED TATUM NO 2 1950.
 CR1140'
 CR1140'AZIMUTH MARK IS 12 FEET WEST OF STILE, 1 FOOT SOUTH OF WITNESS
 CR1140'POST AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 CR1140'DISK IS STAMPED TATUM 1950.
 CR1140'
 CR1140'TO REACH FROM THE JUNCTION OF STATE ROUTES 43 AND 149 IN TATUM
 CR1140'GO NORTH ON STATE ROUTE 149 FOR 0.3 MILE TO FORK.  TAKE RIGHT FORK
 CR1140'AND GO NORTHEASTERLY FOR 0.5 MILE TO FORK.  TAKE RIGHT FORK AND
 CR1140'CONTINUE 0.5 MILE TO FORK.  TAKE RIGHT FORK CROSSING RAILROAD
 CR1140'TRACKS AND FOLLOW MAIN GRAVEL ROAD EAST NORTHEAST FOR 1.35 MILES
 CR1140'TO STATION ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.  TO REACH
 CR1140'AZIMUTH MARK FROM STATION GO NORTH ON MAIN GRAVEL ROAD FOR 0.3
 CR1140'MILE TO T ROAD LEFT.  TURN LEFT AND FOLLOW DIRT ROAD WEST FOR
 CR1140'0.05 MILE TO HOUSE ON RIGHT AND AZIMUTH ON LEFT OR SOUTH SIDE
 CR1140'OF ROAD AS DESCRIBED.
 CR1140'
 CR1140'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1140
 CR1140                          STATION RECOVERY (1956)
 CR1140
 CR1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1140'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 CR1140'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 CR1140'SITE WERE CORRECT.
 CR1140
 CR1140                          STATION RECOVERY (1958)
 CR1140
 CR1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1140'PERMISSION HAS BEEN REFUSED BY THE OWNER OF THE PROPERTY TO
 CR1140'BUILD OVER OR TRAVERSE TO THE STATION.  A NEW STATION WELLS 1958
 CR1140'WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1139 ***********************************************************************
 CR1139  DESIGNATION -  TATUM MUNICIPAL TANK
 CR1139  PID         -  CR1139
 CR1139  STATE/COUNTY-  TX/RUSK
 CR1139  USGS QUAD   -  TATUM (1983)
 CR1139
 CR1139                         *CURRENT SURVEY CONTROL
 CR1139  ___________________________________________________________________
 CR1139* NAD 83(1993)-  32 18 51.80181(N)    094 30 46.11583(W)     ADJUSTED  
 CR1139* NAVD 88     -                                                        
 CR1139  ___________________________________________________________________
 CR1139  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CR1139  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR1139
 CR1139  HORZ ORDER  -  THIRD
 CR1139
 CR1139.The horizontal coordinates were established by classical geodetic methods
 CR1139.and adjusted by the National Geodetic Survey in February 1996..
 CR1139
 CR1139
 CR1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1139
 CR1139.The geoid height was determined by GEOID03.
 CR1139
 CR1139;                    North         East     Units Scale Factor Converg.
 CR1139;SPC TXNC     - 2,078,951.330   975,363.743   MT  0.99995478   +2 10 28.5
 CR1139;SPC TXNC     - 6,820,692.82  3,200,005.88   sFT  0.99995478   +2 10 28.5
 CR1139;UTM  15      - 3,576,289.412   357,589.599   MT  0.99985010   -0 48 31.8
 CR1139
 CR1139                          SUPERSEDED SURVEY CONTROL
 CR1139
 CR1139  NAD 83(1986)-  32 18 51.81055(N)    094 30 46.10510(W) AD(       ) 4
 CR1139  NAD 27      -  32 18 51.24700(N)    094 30 45.38000(W) AD(       ) 3
 CR1139
 CR1139.Superseded values are not recommended for survey control.
 CR1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1139.See file dsdata.txt to determine how the superseded data were derived.
 CR1139
 CR1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR5759076289(NAD 83)
 CR1139_MARKER: 53 = ELEVATED TANK
 CR1139
 CR1139  HISTORY     - Date     Condition        Report By
 CR1139  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1139  HISTORY     - 1970     GOOD             NGS
 CR1139
 CR1139                          STATION DESCRIPTION
 CR1139
 CR1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1139'THE STATION IS LOCATED NEAR THE CENTER OF THE BUSINESS DISTRICT
 CR1139'IN TATUM.  IT IS 171 FEET WEST OF A RAILROAD TRACK, 60 FEET
 CR1139'NORTH OF AN OIL ROAD AND 36 FEET NORTH OF THE NORTHEAST CORNER
 CR1139'OF A BRICK BUILDING.  THE TANK HAS A CONICAL SHAPED ROOF WHICH
 CR1139'HAS A BALL AT THE APEX OF THE ROOF AND IS PAINTED SILVER IN
 CR1139'COLOR.  IT IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  THE
 CR1139'OVERALL HEIGHT IS 125 FEET.
 CR1139'
 CR1139'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
 CR1139
 CR1139                          STATION RECOVERY (1970)
 CR1139
 CR1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 CR1139'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1139'
 CR1139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TATUM,
 CR1139'TEXAS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0241 ***********************************************************************
 CU0241  DESIGNATION -  TAYLOR
 CU0241  PID         -  CU0241
 CU0241  STATE/COUNTY-  TX/TAYLOR
 CU0241  USGS QUAD   -  NOLAN (1984)
 CU0241
 CU0241                         *CURRENT SURVEY CONTROL
 CU0241  ___________________________________________________________________
 CU0241* NAD 83(1993)-  32 17 55.08261(N)    100 08 16.18190(W)     ADJUSTED  
 CU0241* NAVD 88     -       757.582  (meters)    2485.50   (feet)  ADJUSTED  
 CU0241  ___________________________________________________________________
 CU0241  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 CU0241  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0241  DYNAMIC HT  -         756.569 (meters)    2482.18  (feet)  COMP
 CU0241  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 CU0241
 CU0241  HORZ ORDER  -  SECOND
 CU0241  VERT ORDER  -  SECOND    CLASS 0
 CU0241
 CU0241.The horizontal coordinates were established by classical geodetic methods
 CU0241.and adjusted by the National Geodetic Survey in February 1996..
 CU0241
 CU0241.The orthometric height was determined by differential leveling
 CU0241.and adjusted by the National Geodetic Survey in June 1991..
 CU0241
 CU0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0241
 CU0241.The geoid height was determined by GEOID03.
 CU0241
 CU0241.The dynamic height is computed by dividing the NAVD 88
 CU0241.geopotential number by the normal gravity value computed on the
 CU0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0241.degrees latitude (g = 980.6199 gals.).
 CU0241
 CU0241.The modeled gravity was interpolated from observed gravity values.
 CU0241
 CU0241;                    North         East     Units Scale Factor Converg.
 CU0241;SPC TXNC     - 2,071,282.581   445,752.857   MT  0.99995832   -0 53 35.7
 CU0241;SPC TXNC     - 6,795,532.93  1,462,440.83   sFT  0.99995832   -0 53 35.7
 CU0241;UTM  14      - 3,574,106.228   392,872.795   MT  0.99974152   -0 36 28.9
 CU0241
 CU0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0241!SPC TXNC     -   0.99988523  x   0.99995832  =   0.99984356
 CU0241!UTM  14      -   0.99988523  x   0.99974152  =   0.99962678
 CU0241
 CU0241|---------------------------------------------------------------------|
 CU0241| PID    Reference Object                     Distance      Geod. Az  |
 CU0241|                                                           dddmmss.s |
 CU0241| CU0244 TAYLOR 2                             32.796 METERS 05623     |
 CU0241| CU0230 138 DHW                              29.195 METERS 07329     |
 CU0241| CT1149 MC ALISTER TRUCK CO RAD MAST        APPROX.13.9 KM 0811425.3 |
 CU0241| CT1148 WEST TEX DRILLING CO RAD MAST       APPROX.17.4 KM 0910854.0 |
 CU0241| CU0243 TAYLOR AZ MK                                       0914710.3 |
 CU0241| CU0933 HALLIBURTON CO RADIO MAST           APPROX.12.1 KM 1325955.7 |
 CU0241| CU0935 HACK DRILLING CO RADIO MAST         APPROX.12.3 KM 1404546.7 |
 CU0241| CU0926 NOLAN SW BELL TEL MICROWAVE         APPROX. 5.9 KM 2161215.0 |
 CU0241| CU0242 TAYLOR RM 1                          45.979 METERS 32113     |
 CU0241|---------------------------------------------------------------------|
 CU0241
 CU0241                          SUPERSEDED SURVEY CONTROL
 CU0241
 CU0241  NAD 83(1986)-  32 17 55.08842(N)    100 08 16.17018(W) AD(       ) 2
 CU0241  NAD 27      -  32 17 54.62720(N)    100 08 14.82080(W) AD(       ) 2
 CU0241  NGVD 29 (??/??/92)  757.378  (m)         2484.83   (f) ADJ UNCH    2 0
 CU0241
 CU0241.Superseded values are not recommended for survey control.
 CU0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0241.See file dsdata.txt to determine how the superseded data were derived.
 CU0241
 CU0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9287374106(NAD 83)
 CU0241_MARKER: DS = TRIANGULATION STATION DISK
 CU0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0241_STAMPING: TAYLOR 1961
 CU0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0241+STABILITY: SURFACE MOTION
 CU0241
 CU0241  HISTORY     - Date     Condition        Report By
 CU0241  HISTORY     - 1961     MONUMENTED       CGS
 CU0241  HISTORY     - 1961     GOOD             CGS
 CU0241  HISTORY     - 1961     GOOD             CGS
 CU0241  HISTORY     - 1965     GOOD             CGS
 CU0241  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0241
 CU0241                          STATION DESCRIPTION
 CU0241
 CU0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0241'THE STATION IS ON ROAD RIGHT-OF-WAY APPROXIMATELY 6-1/4 MILES
 CU0241'NORTHEAST OF NOLAN, ON THE SOUTHEAST SIDE OF FARM ROAD 126 AND
 CU0241'IN A TRIANGLE FORMED BY ROAD INTERSECTION.
 CU0241'
 CU0241'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MERKEL, GO
 CU0241'WEST ON LOOP 39 FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT (FARM
 CU0241'ROAD 126 LEADING SOUTH).  TURN LEFT, SOUTHWESTERLY, ON FARM
 CU0241'ROAD 126 FOR 7.25 MILES TO THE JUNCTION OF FARM ROADS 126
 CU0241'AND 1085.  CONTINUE SOUTHWEST ON FARM ROAD 126 FOR 6.55 MILES
 CU0241'TO THE PIONEER METHODIST CHURCH ON THE RIGHT.  CONTINUE
 CU0241'SOUTHWEST ON FARM ROAD 126 FOR 4.7 MILES TO A GRAVEL SIDE ROAD
 CU0241'ON THE LEFT WHERE THE HIGHWAY TURNS RIGHT, WEST, AND THE
 CU0241'STATION ON THE LEFT IN THE TRIANGLE FORMED BY THE ROADS.
 CU0241'
 CU0241'STATION MARKS ARE STANDARD DISKS STAMPED TAYLOR 1961.  THE
 CU0241'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1
 CU0241'INCH.  IT IS 102.5 FEET SOUTHEAST OF THE CENTERLINE OF FARM
 CU0241'ROAD 126, 72 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 60.5
 CU0241'FEET WEST OF A CALICHE ROAD, 139 FEET EAST OF A POWER POLE
 CU0241'WHICH IS IN THE TRIANGLE FORMED BY THE ROADS AND 2.7 FEET
 CU0241'NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 CU0241'SET IN AN IRREGULAR MASS OF CONCRETE 27 INCHES BELOW THE
 CU0241'SURFACE OF THE GROUND.
 CU0241'
 CU0241'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TAYLOR NO 1 1961,
 CU0241'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 CU0241'48.5 FEET NORTHWEST OF THE CENTERLINE OF FARM ROAD 126 AND 1
 CU0241'FOOT SOUTHEAST OF A FENCE.
 CU0241'
 CU0241'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL BENCH MARK
 CU0241'DISK STAMPED 138 DHW 1955 2484 FT, IS SET IN A SQUARE CONCRETE
 CU0241'POST WHICH PROJECTS 3 INCHES.  IT IS 72.5 FEET NORTH OF A FENCE
 CU0241'CORNER, 36 FEET EAST OF THE CENTER OF THE CALICHE ROAD AND 2
 CU0241'FEET WEST OF A FENCE.
 CU0241'
 CU0241'AZIMUTH MARK, A STANDARD DISK STAMPED TAYLOR 1961, IS SET IN A
 CU0241'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 22 FEET SOUTH
 CU0241'OF THE CENTER OF THE GRAVEL ROAD, 2 FEET WEST OF A TELEPHONE
 CU0241'POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT SOUTH
 CU0241'OF A FENCE.
 CU0241'
 CU0241'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL
 CU0241'SIDE ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT NEAR A
 CU0241'SMALL TELEPHONE POLE.
 CU0241'
 CU0241'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
 CU0241'
 CU0241'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CU0241
 CU0241                          STATION RECOVERY (1961)
 CU0241
 CU0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CU0241'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 CU0241'GOOD CONDITION.  THE TO REACH FOR THE STATION AND THE AZIMUTH
 CU0241'MARK IS ADEQUATE.  THE DIRECTION AND MEASUREMENTS WERE CHECKED
 CU0241'IN THE FIELD AND FOUND ACCURATE.
 CU0241
 CU0241                          STATION RECOVERY (1961)
 CU0241
 CU0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CU0241'18.2 MI S FROM MERKEL.
 CU0241'18.2 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0241'150 FEET SOUTH OF THE R.M. NO. 1, 105 FEET SOUTHEAST OF THE CENTER
 CU0241'LINE OF PAVED ROAD, 99 FEET WEST OF (USGS) BENCH MARK DISK USED AS
 CU0241'R.M. NO. 1, 69 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD, LEVEL
 CU0241'WITH THE ROAD, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 CU0241'THE GROUND.
 CU0241
 CU0241                          STATION RECOVERY (1965)
 CU0241
 CU0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 CU0241'THE STATION MARK, REFERENCE MARK NO. 1, 138 DHW USGS (R.M. NO.
 CU0241'2), AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CU0241'AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT THE STATION SURFACE
 CU0241'MARK AND THE AZIMUTH MARK WERE DESTROYED TO CLEAR THE AREA FOR
 CU0241'ROAD CONSTRUCTION AFTER A NEW STATION TAYLOR 2 AND A NEW AZIMUTH
 CU0241'MARK WERE SET, A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 CU0241'STATION TAYLOR 2, DISTANCE BEING 107.60 FEET, (32.796 METERS)
 CU0241'NORTHEAST FROM STATION AND AN ELEVATION WAS DETERMINED ONTO
 CU0241'THE NEW MARKS.  REFERENCE MARK NO. 1 AND 138 DHW USGS WERE
 CU0241'LEFT INTACT TO SERVE AS REFERENCE MARKS TO TAYLOR 2.  THE
 CU0241'SUB-STATION MARK WAS NOT DISTURBED.  IT WILL BE UNDER THE ROAD
 CU0241'BED WHEN THE ROAD WORK IS COMPLETED.
 CU0241
 CU0241                          STATION RECOVERY (1994)
 CU0241
 CU0241'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1370 ***********************************************************************
 AJ1370  DESIGNATION -  TAYLOR
 AJ1370  PID         -  AJ1370
 AJ1370  STATE/COUNTY-  TX/WEBB
 AJ1370  USGS QUAD   -  TIOS CREEK (1965)
 AJ1370
 AJ1370                         *CURRENT SURVEY CONTROL
 AJ1370  ___________________________________________________________________
 AJ1370* NAD 83(1993)-  27 30 51.00983(N)    099 21 20.10514(W)     ADJUSTED  
 AJ1370* NAVD 88     -       204.0    (meters)     669.     (feet)  VERTCON   
 AJ1370  ___________________________________________________________________
 AJ1370  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AJ1370  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AJ1370
 AJ1370  HORZ ORDER  -  FIRST
 AJ1370
 AJ1370.The horizontal coordinates were established by classical geodetic methods
 AJ1370.and adjusted by the National Geodetic Survey in February 1996..
 AJ1370
 AJ1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1370
 AJ1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1370
 AJ1370.The geoid height was determined by GEOID03.
 AJ1370
 AJ1370;                    North         East     Units Scale Factor Converg.
 AJ1370;SPC TX S     - 5,204,977.071   215,474.834   MT  0.99993474   -0 23 18.4
 AJ1370;SPC TX S     -17,076,662.27    706,937.02   sFT  0.99993474   -0 23 18.4
 AJ1370;UTM  14      - 3,043,436.663   464,882.333   MT  0.99961522   -0 09 51.4
 AJ1370
 AJ1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1370!SPC TX S     -   0.99997176  x   0.99993474  =   0.99990650
 AJ1370!UTM  14      -   0.99997176  x   0.99961522  =   0.99958699
 AJ1370
 AJ1370|---------------------------------------------------------------------|
 AJ1370| PID    Reference Object                     Distance      Geod. Az  |
 AJ1370|                                                           dddmmss.s |
 AJ1370| CV3498 TAYLOR RM 2                           9.994 METERS 12520     |
 AJ1370| CV3500 TAYLOR RM 4                                        1660903.7 |
 AJ1370| AJ1408 WINDMILL SOUTH OF STA FORT          APPROX.11.0 KM 2142306.3 |
 AJ1370| AJ1411 LAREDO USI AND NS MAST              APPROX. 8.9 KM 2252948.2 |
 AJ1370| AJ1433 CENTRAL LAREDO WATERWKS STK         APPROX.15.2 KM 2643621.5 |
 AJ1370| AJ1430 CENTRAL LAREDO WATERWKS SPIPE       APPROX.15.2 KM 2644635.8 |
 AJ1370| AJ1431 LAREDO CATHOLIC CHURCH STEEPLE      APPROX.14.9 KM 2650050.9 |
 AJ1370| AJ1439 LAREDO TV STA KVTV MAST             APPROX.16.5 KM 2722115.4 |
 AJ1370| AJ1438 LAREDO VU MORE CABLE TV MAST        APPROX.15.5 KM 2823141.8 |
 AJ1370| AJ1379 LAREDO AFB TANK                     APPROX.12.0 KM 2862024.6 |
 AJ1370| AJ1436 LAREDO N MUN TANK                   APPROX.16.0 KM 2943544.5 |
 AJ1370| AJ1380 LAREDO DEL MAR MUN TANK             APPROX.14.1 KM 2965226.4 |
 AJ1370| CV3497 TAYLOR RM                             8.465 METERS 33138     |
 AJ1370| CV3499 TAYLOR RM 3                           8.416 METERS 35432     |
 AJ1370|---------------------------------------------------------------------|
 AJ1370
 AJ1370                          SUPERSEDED SURVEY CONTROL
 AJ1370
 AJ1370  NAD 83(1986)-  27 30 51.00766(N)    099 21 20.07821(W) AD(       ) 1
 AJ1370  NAD 27      -  27 30 49.94600(N)    099 21 18.94700(W) AD(       ) 1
 AJ1370  NGVD 29 (07/19/86)  204.0    (m)          669.     (f) VERT ANG       
 AJ1370
 AJ1370.Superseded values are not recommended for survey control.
 AJ1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1370.See file dsdata.txt to determine how the superseded data were derived.
 AJ1370
 AJ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6488243437(NAD 83)
 AJ1370_MARKER: DS = TRIANGULATION STATION DISK
 AJ1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1370
 AJ1370  HISTORY     - Date     Condition        Report By
 AJ1370  HISTORY     - 1917     MONUMENTED       CGS
 AJ1370  HISTORY     - 1942     GOOD             LOCSUR
 AJ1370  HISTORY     - 1943     GOOD             CGS
 AJ1370  HISTORY     - 1944     GOOD             CGS
 AJ1370  HISTORY     - 1955     GOOD             LOCSUR
 AJ1370  HISTORY     - 1956     GOOD             USAF
 AJ1370  HISTORY     - 1958     GOOD             CGS
 AJ1370  HISTORY     - 1965     GOOD             USGS
 AJ1370  HISTORY     - 1974     GOOD             NGS
 AJ1370
 AJ1370                          STATION DESCRIPTION
 AJ1370
 AJ1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1370'STATION IS ABOUT 10 MILES DUE E OF LAREDO, 2 MILES N OF THE
 AJ1370'TEXAS-MEXICAN RAILWAY, 4 MILES N OF E OF THE TARGET RANGE,
 AJ1370'AND 1-1/4 MILES N OF AN OLD WAGON ROAD, ON TOP OF THE HIGHEST
 AJ1370'ROCKY HILL IN THIS VICINITY.
 AJ1370'
 AJ1370'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AJ1370'
 AJ1370'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1370'
 AJ1370'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AJ1370'8.465 METERS (27.77 FEET) FROM THE STATION N 28 DEG 22 MIN W.
 AJ1370'
 AJ1370'TO REACH THE STATION FROM LAREDO, TAKE THE ROAD ALONG THE
 AJ1370'STREET-CAR TRACKS ABOUT 4 MILES TOWARD THE TARGET RANGE.
 AJ1370'ABOUT 1/2 MILE BEFORE THE RANGE IS REACHED THE ROAD FORKS.  TAKE
 AJ1370'THE LEFT ROAD WHICH PASSES BETWEEN THE STABLES AND SHACKS
 AJ1370'AT THE RANGE, DOWNHILL, THROUGH A GATE, ACROSS RAILROAD PAST
 AJ1370'AN OLD RANCH AND SHACK, TO THE S OF A DIRT TANK, ALONG A ROUGH
 AJ1370'ROAD ABOUT 4-1/2 MILES FROM THE TARGET RANGE TO THE TOP OF A
 AJ1370'HILL, THEN TO THE LEFT ALONG THE BACKBONE OF THE RIDGE TO THE
 AJ1370'STATION.
 AJ1370
 AJ1370                          STATION RECOVERY (1942)
 AJ1370
 AJ1370'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 AJ1370'RECOVERED BY GEOPHYSICAL SURVEYS
 AJ1370'
 AJ1370'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AJ1370
 AJ1370                          STATION RECOVERY (1943)
 AJ1370
 AJ1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 AJ1370'STATION AND REFERENCE MARK WERE RECOVERED IN FAIR CONDITION.
 AJ1370'THE CONCRETE HAS DISINTEGRATED TO SOME EXTENT.
 AJ1370'
 AJ1370'OWING TO ROAD CHANGES THE STATION WAS REACHED AS FOLLOWS--
 AJ1370'FROM THE JUNCTION OF U.S. HIGHWAYS 81, 83, AND 59 IN LAREDO,
 AJ1370'DRIVE E AND S FOR 3.4 MILES ON HIGHWAYS 83 AND 59 (PASSING
 AJ1370'REGULAR 59 ON LEFT AT 2.4 MILES) TO WHERE DETOUR OF HIGHWAY
 AJ1370'59 GOES LEFT (E).  GO E ON DETOUR FOR 1.7 MILES TO INTERSECTION
 AJ1370'WITH REGULAR 59.  PROCEED E ON HIGHWAY 59 FROM THIS POINT
 AJ1370'FOR 6.3 MILES TO A LOCKED WHITE GATE ON THE LEFT (N).  FROM
 AJ1370'THIS POINT WALK N APPROXIMATELY 2 MILES TO THE STATION.
 AJ1370
 AJ1370                          STATION RECOVERY (1944)
 AJ1370
 AJ1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AJ1370'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED.
 AJ1370
 AJ1370                          STATION RECOVERY (1955)
 AJ1370
 AJ1370'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1955 (VL)
 AJ1370'RECOVERED BY BEAVERS AND ASSOC.
 AJ1370'
 AJ1370'FROM THE INTERSECTION OF HIGHWAYS 81, 83, AND 359 IN LAREDO,
 AJ1370'TRAVEL E ON HIGHWAY 359 FOR 10.5 MI. AND TURN LEFT THROUGH
 AJ1370'A WHITE GATE OPPOSITE AN ALUMINUM GATE.  TRAVEL NW ON A
 AJ1370'GRAVEL ROAD THROUGH TWO GATES, ACROSS A RAILROAD TRACK, THEN
 AJ1370'NW ON A DIRT ROAD PAST A CORRAL ON THE RIGHT AND A TIN BARN
 AJ1370'ON THE LEFT TO A BARBED-WIRE FENCE.  FOLLOW THE FENCE W FOR
 AJ1370'0.1 MI. TO A CORNER, THEN ALONG THE FENCE N FOR 0.7 MI. TO A
 AJ1370'CROSS FENCE, AND THEN W FOR 0.8 MI. ALONG THE FENCE TO THE
 AJ1370'TOP OF A HIGH BLUFF ABOUT 2.4 MI. FROM A WHITE GATE ON
 AJ1370'HIGHWAY 359.
 AJ1370'
 AJ1370'STATION IS A BRASS DISK, SET IN CONCRETE ON A HIGH POINT
 AJ1370'E OF THE HIGH BLUFF, AND 28.6 FT. S OF A FENCE.
 AJ1370
 AJ1370                          STATION RECOVERY (1956)
 AJ1370
 AJ1370'RECOVERY NOTE BY US AIR FORCE 1956 (HRK)
 AJ1370'LETTER OF MR. HARRY R. KAHLER, R.A.D.C., GRIFFISS AIR FORCE BASE,
 AJ1370'ROME, NEW YORK, DATED OCTOBER 2, 1956--
 AJ1370'
 AJ1370'STATION FOUND IN GOOD CONDITION.  FROM THE JUNCTION OF ROUTES
 AJ1370'359 AND 83, GO 7.7 MI. ON ROUTE 359 TOWARDS CORPUS CHRISTI,
 AJ1370'AT THIS POINT THERE IS A GATE IN THE FENCE THAT RUNS PARALLEL
 AJ1370'TO THE HIGHWAY AND A NARROW DIRT ROAD TO THE LEFT.  TAKE
 AJ1370'THE NARROW DIRT ROAD UNTIL IT CROSSES THE TEXAS MEXICAN
 AJ1370'RAILROAD.  APPROXIMATELY 0.5 MI. FROM THE RAILROAD, THE
 AJ1370'ROAD FORKS.  TAKE THE LEFT FORK FOR 2 MI. TO A FENCE LINE.
 AJ1370'FOLLOW THE FENCE LINE FOR 0.3 MI. TO THE POINT WHERE IT TURNS
 AJ1370'RIGHT.  FOLLOW THE FENCE LINE FOR 1 MI. TO THE POINT WHERE
 AJ1370'IT INTERSECTS ANOTHER FENCE AT RIGHT-ANGLES.  GO 1000 FT.
 AJ1370'LEFT ALONG THE FENCE TO THE STATION.
 AJ1370
 AJ1370                          STATION RECOVERY (1958)
 AJ1370
 AJ1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 AJ1370'STATION RECOVERED IN FAIR CONDITION.  TOP 3 INCHES OF CONCRETE
 AJ1370'IS CONSIDERABLY DISINTEGRATED, BUT DISK IS STILL FIRM.  REFERENCE
 AJ1370'MARK WAS FOUND WITH UPPER FOUR INCHES OF CONCRETE BROKEN
 AJ1370'OFF AND DISK LOST.  REMAINDER OF MARK WAS FIRM IN THE GROUND.
 AJ1370'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR CHANGES NOTED
 AJ1370'ABOVE.  DESCRIPTION FOR REACHING STATION GIVEN IN LETTER BY
 AJ1370'HARRY R. KAHLER DATED 2 OCTOBER, 1956 ADEQUATE AND CORRECT.
 AJ1370
 AJ1370                          STATION RECOVERY (1965)
 AJ1370
 AJ1370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AJ1370'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD
 AJ1370'DISK SET IN A CONCRETE POST THAT PROJECTS ABOUT 0.2 FOOT.
 AJ1370'
 AJ1370'REVISED DESCRIPTION--FROM THE POST OFFICE IN LAREDO, GO EAST
 AJ1370'02.6 MILES ON U.S. HWY 83 TO A JCT. WITH STATE HWY 359.  THENCE
 AJ1370'EAST ON HWY 359 FOR 07.0 MILES TO A GATE ON THE LEFT (N) SIDE
 AJ1370'OF THE HIGHWAY AND ON THE WEST SIDE OF A FENCE CORNER.  TURN
 AJ1370'LEFT AND GO NORTH ON A PRIVATE ROAD ALONG THE WEST SIDE OF
 AJ1370'A FENCE LINE FOR 0.8 MILE TO A RR CROSSING.  CONTINUE NORTH
 AJ1370'ANOTHER 0.4 MILE TO A T-ROAD JCT.  THENCE RIGHT (E) FOR 0.05
 AJ1370'MILE TO A T-JCT.  THENCE LEFT (N) ALONG THE WEST SIDE OF THE
 AJ1370'FENCE FOR 0.7 MILE TO A FENCE CORNER AND AN EAST-WEST FENCE.
 AJ1370'THENCE LEFT (W) ALONG THE SOUTH SIDE OF THE FENCE FOR 0.15
 AJ1370'MILE TO WHERE THE HILL DROPS OFF SHARPLY TO THE WEST.  THE
 AJ1370'STATION IS 28 FEET SOUTH OF THE FENCE AT THIS POINT.
 AJ1370'
 AJ1370'STATION MARK - STANDARD NGS DISK STAMPED, ---TAYLOR 1917--- SET IN
 AJ1370'CONCRETE POST WHICH PROJECTS ABOUT 0.2 FT.  THE TOP OF THE POST HAS
 AJ1370'BEEN REFINISHED ---1964 SCRATCHED ON IT---.
 AJ1370
 AJ1370                          STATION RECOVERY (1974)
 AJ1370
 AJ1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1370'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 AJ1370'MARK WAS REPORTED DESTROYED IN 1958.  REFERENCE MARKS 2, 3 AND
 AJ1370'4 WERE ESTABLISHED AT THIS TIME.  FOLLOWING IS A NEW DESCRIPTION.
 AJ1370'
 AJ1370'THE STATION IS ABOUT 8 MILES EAST OF LAREDO, 2 MILES NORTH
 AJ1370'OF STATE HIGHWAY 359 AND ON PROPERTY OWNED BY A.M. LEYENDECKER
 AJ1370'AND LEASED BY A.M. GAULT, WHO LIVES AT PIEDRA CHINA STREET,
 AJ1370'LAREDO, TELEPHONE NUMBER 723-6653.
 AJ1370'
 AJ1370'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 AJ1370'STATE HIGHWAY 359 AT THE EAST EDGE OF LAREDO, GO EAST ON
 AJ1370'STATE HIGHWAY 359 FOR 7.25 MILES TO A GRADED SIDE ROAD LEFT.
 AJ1370'TURN LEFT AND GO NORTH ON GRADED ROAD FOR 0.85 MILE TO A GATE.
 AJ1370'PASS THROUGH GATE AND CROSS RAILROAD TRACK FOR ABOUT 100 FEET
 AJ1370'TO A GATE.  PASS THROUGH GATE AND CONTINUE NORTH ON A TRACK
 AJ1370'ROAD FOR 0.45 MILE TO A T-ROAD JUNCTION.  TURN RIGHT AND GO
 AJ1370'EAST ON A TRACK ROAD FOR 0.05 MILE TO A T-ROAD JUNCTION, A
 AJ1370'GATE ON THE RIGHT AND A FENCE STRAIGHT AHEAD.  TURN LEFT AND
 AJ1370'GO NORTH ON A TRACK ROAD FOR 0.15 MILE TO REFERENCE MARK 4
 AJ1370'ON THE RIGHT.  CONTINUE NORTH ON THE TRACK ROAD FOR 0.5
 AJ1370'MILE TO A FENCE CORNER AND WHERE THE ROAD TURNS LEFT.  TURN
 AJ1370'LEFT AND GO WEST ON THE TRACK ROAD FOR 0.1 MILE TO THE TOP
 AJ1370'OF A SMALL RISE AND THE STATION ON THE LEFT.
 AJ1370'
 AJ1370'STATION MARK IS A STANDARD DISK, STAMPED TAYLOR 1917, SET IN
 AJ1370'THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 AJ1370'3 INCHES ABOVE THE GROUND.  IT IS 28.0 FEET SOUTH OF A FENCE
 AJ1370'AND 20.0 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 AJ1370'
 AJ1370'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TAYLOR 1917
 AJ1370'NO 2 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ1370'MONUMENT, THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 47.0
 AJ1370'FEET SOUTH OF THE FENCE, 40.0 FEET SOUTH OF THE CENTER OF THE
 AJ1370'TRACK ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AJ1370'
 AJ1370'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED TAYLOR 1917 NO
 AJ1370'3 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ1370'MONUMENT, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 7.0
 AJ1370'FEET NORTH OF THE CENTER OF THE TRACK ROAD, 1.0 FOOT SOUTH
 AJ1370'OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AJ1370'
 AJ1370'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED TAYLOR 1917 NO
 AJ1370'4 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ1370'MONUMENT, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 AJ1370'7.0 FEET EAST OF THE CENTER OF THE TRACK ROAD, 1.5 FEET NORTH
 AJ1370'OF A WITNESS POST AND 1.0 FOOT WEST OF A FENCE.
 AJ1370'THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AJ1370'
 AJ1370'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 FEET.
 AJ1370'
 AJ1370'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 AJ1370'EAST OF LAREDO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0581 ***********************************************************************
 BN0581  DESIGNATION -  TAYLOR
 BN0581  PID         -  BN0581
 BN0581  STATE/COUNTY-  TX/BURNET
 BN0581  USGS QUAD   -  JOPPA (1967)
 BN0581
 BN0581                         *CURRENT SURVEY CONTROL
 BN0581  ___________________________________________________________________
 BN0581* NAD 83(1993)-  30 52 12.03124(N)    098 02 47.37033(W)     ADJUSTED  
 BN0581* NAVD 88     -       377.0    (meters)    1237.     (feet)  VERTCON   
 BN0581  ___________________________________________________________________
 BN0581  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 BN0581  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BN0581
 BN0581  HORZ ORDER  -  FIRST
 BN0581
 BN0581.The horizontal coordinates were established by classical geodetic methods
 BN0581.and adjusted by the National Geodetic Survey in February 1996..
 BN0581
 BN0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0581
 BN0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0581
 BN0581.The geoid height was determined by GEOID03.
 BN0581
 BN0581;                    North         East     Units Scale Factor Converg.
 BN0581;SPC TX C     - 3,135,643.975   918,658.127   MT  0.99988436   +1 10 40.3
 BN0581;SPC TX C     -10,287,525.27  3,013,964.20   sFT  0.99988436   +1 10 40.3
 BN0581;UTM  14      - 3,415,584.966   591,152.928   MT  0.99970249   +0 29 21.4
 BN0581
 BN0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0581!SPC TX C     -   0.99994481  x   0.99988436  =   0.99982917
 BN0581!UTM  14      -   0.99994481  x   0.99970249  =   0.99964731
 BN0581
 BN0581|---------------------------------------------------------------------|
 BN0581| PID    Reference Object                     Distance      Geod. Az  |
 BN0581|                                                           dddmmss.s |
 BN0581| CV6472 TAYLOR RM 1                          34.543 METERS 02625     |
 BN0581| BN0582 TAYLOR RM A 1967                     24.875 METERS 26329     |
 BN0581| CV6473 TAYLOR RM 2                          39.139 METERS 31544     |
 BN0581| CV6471 TAYLOR AZ MK                                       3405753.0 |
 BN0581|---------------------------------------------------------------------|
 BN0581
 BN0581                          SUPERSEDED SURVEY CONTROL
 BN0581
 BN0581  NAD 83(1986)-  30 52 12.04217(N)    098 02 47.35667(W) AD(       ) 1
 BN0581  NAD 27      -  30 52 11.39196(N)    098 02 46.27422(W) AD(       ) 1
 BN0581  NGVD 29 (07/19/86)  376.9    (m)         1237.     (f) VERT ANG       
 BN0581
 BN0581.Superseded values are not recommended for survey control.
 BN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0581.See file dsdata.txt to determine how the superseded data were derived.
 BN0581
 BN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9115315585(NAD 83)
 BN0581_MARKER: DS = TRIANGULATION STATION DISK
 BN0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0581_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0581
 BN0581  HISTORY     - Date     Condition        Report By
 BN0581  HISTORY     - 1967     MONUMENTED       CGS
 BN0581
 BN0581                          STATION DESCRIPTION
 BN0581
 BN0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0581'THE STATION IS ABOUT 15 MILES SOUTH-SOUTHEAST OF LAMPASAS, 8
 BN0581'MILES NORTH OF BERTRAM AND 7 MILES WEST-SOUTHWEST OF BRIGGS AND
 BN0581'ON PROPERTY OWNED BY THE TAYLOR BROTHERS.
 BN0581'
 BN0581'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 BN0581'RANCH ROAD 963, ABOUT 1 MILE SOUTHEAST OF WATSON, GO SOUTHWEST
 BN0581'ON RANCH ROAD 963 FOR 4.1 MILES TO THE AZIMUTH MARK ON THE
 BN0581'RIGHT.  CONTINUE SOUTHERLY ON ROAD FOR 1.05 MILE TO A SIDE ROAD
 BN0581'LEFT.  TURN LEFT, CROSSING CATTLEGUARD, AND GO SOUTHEAST FOR
 BN0581'0.05 MILE TO THE STATION ON THE RIGHT.
 BN0581'
 BN0581'THE STATION MARK IS A STANDARD DISK STAMPED TAYLOR 1967, SET
 BN0581'IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 BN0581'GROUND SURFACE.  IT IS 140 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 BN0581'CORNER OF THE CATTLEGUARD, 116 FEET SOUTHWEST OF A TELEPHONE
 BN0581'POLE AND 91 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD.
 BN0581'
 BN0581'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TAYLOR NO 1 1967,
 BN0581'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 BN0581'WITH THE GROUND SURFACE.  IT IS 22 FEET NORTHEAST OF THE CENTER
 BN0581'OF THE GRAVEL ROAD AND 1.8 FEET SOUTH OF A TELEPHONE POLE.
 BN0581'
 BN0581'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TAYLOR NO 2 1967,
 BN0581'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 BN0581'WITH THE GROUND SURFACE.  IT IS 45 FEET SOUTHEAST OF THE CENTER
 BN0581'OF RANCH ROAD 963, 20 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BN0581'OF THE CATTLEGUARD AND 1 FOOT SOUTHEAST OF A FENCE LINE.
 BN0581'
 BN0581'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TAYLOR 1967, SET IN
 BN0581'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 BN0581'SURFACE.  IT IS 41 FEET WEST OF THE CENTER OF RANCH ROAD 963
 BN0581'AND 1 FOOT EAST OF A FENCE LINE.
 BN0581'
 BN0581'HEIGHT OF LIGHT ABOVE STATION MARK 18.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0710 ***********************************************************************
 BN0710  DESIGNATION -  TAYLOR
 BN0710  PID         -  BN0710
 BN0710  STATE/COUNTY-  TX/SAN SABA
 BN0710  USGS QUAD   -  PONTOTOC (1955)
 BN0710
 BN0710                         *CURRENT SURVEY CONTROL
 BN0710  ___________________________________________________________________
 BN0710* NAD 83(1993)-  30 57 52.15346(N)    098 57 13.94245(W)     ADJUSTED  
 BN0710* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 BN0710  ___________________________________________________________________
 BN0710  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BN0710  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BN0710
 BN0710  HORZ ORDER  -  FIRST
 BN0710
 BN0710.The horizontal coordinates were established by classical geodetic methods
 BN0710.and adjusted by the National Geodetic Survey in February 1996..
 BN0710
 BN0710.The orthometric height was scaled from a topographic map.
 BN0710
 BN0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0710
 BN0710.The geoid height was determined by GEOID03.
 BN0710
 BN0710;                    North         East     Units Scale Factor Converg.
 BN0710;SPC TX C     - 3,144,686.824   831,774.213   MT  0.99988195   +0 42 37.8
 BN0710;SPC TX C     -10,317,193.36  2,728,912.56   sFT  0.99988195   +0 42 37.8
 BN0710;UTM  14      - 3,425,667.133   504,405.204   MT  0.99960024   +0 01 25.4
 BN0710
 BN0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0710!SPC TX C     -   0.99991193  x   0.99988195  =   0.99979389
 BN0710!UTM  14      -   0.99991193  x   0.99960024  =   0.99951220
 BN0710
 BN0710|---------------------------------------------------------------------|
 BN0710| PID    Reference Object                     Distance      Geod. Az  |
 BN0710|                                                           dddmmss.s |
 BN0710| CV6468 TAYLOR RM 1                          53.785 METERS 08130     |
 BN0710| CV6469 TAYLOR RM 2                          47.877 METERS 19858     |
 BN0710| CV6470 TAYLOR RM 3                          37.700 METERS 28537     |
 BN0710| CA1091 VOCA                                APPROX.22.3 KM 3001310.7 |
 BN0710|---------------------------------------------------------------------|
 BN0710
 BN0710                          SUPERSEDED SURVEY CONTROL
 BN0710
 BN0710  NAD 83(1986)-  30 57 52.16346(N)    098 57 13.92815(W) AD(       ) 1
 BN0710  NAD 27      -  30 57 51.55000(N)    098 57 12.76500(W) AD(       ) 1
 BN0710
 BN0710.Superseded values are not recommended for survey control.
 BN0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0710.See file dsdata.txt to determine how the superseded data were derived.
 BN0710
 BN0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV0440525667(NAD 83)
 BN0710_MARKER: DS = TRIANGULATION STATION DISK
 BN0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0710+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 BN0710
 BN0710  HISTORY     - Date     Condition        Report By
 BN0710  HISTORY     - 1935     MONUMENTED       CGS
 BN0710  HISTORY     - 1937     GOOD             TXHD
 BN0710  HISTORY     - 20050503 GOOD             TXDOT
 BN0710
 BN0710                          STATION DESCRIPTION
 BN0710
 BN0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0710'STATION IS LOCATED ON THE LAND OF MR. HENERY TAYLOR, 4 MILES
 BN0710'NNW OF PONTOTOC, 15 MILES A LITTLE S OF W OF CHEROKEE, AND
 BN0710'1.4 MILES E OF THE KUYKENDALLS RANCH (OCCUPIED BY WADE TOMILINSON).
 BN0710'STATION IS 35 FEET N OF ROAD FORKS, AND 10 FEET NE OF TELEPHONE
 BN0710'POLE, AND PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.
 BN0710'
 BN0710'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BN0710'DISKS SET IN CONCRETE.
 BN0710'
 BN0710'REFERENCE MARK NO. 1 IS 53.785 METERS (176.44 FEET) E OF
 BN0710'STATION, 12 FEET S OF CENTER LINE OF N ROAD, AND PROJECTS
 BN0710'ABOUT 6 INCHES ABOVE THE SURFACE OF GROUND.
 BN0710'
 BN0710'REFERENCE MARK NO. 2 IS 47.877 METERS (157.08 FEET) SSW
 BN0710'OF STATION, AND PROJECTS 6 INCHES.
 BN0710'
 BN0710'REFERENCE MARK NO. 3 IS 37.700 METERS (123.67 FEET) WNW OF
 BN0710'STATION, 24 FEET E OF CENTER LINE OF ROAD, AND PROJECTS ABOUT
 BN0710'6 INCHES ABOVE THE SURFACE OF GROUND.
 BN0710'
 BN0710'REACHED FROM PONTOTOC BY GOING N ON THE SAN SABA ROAD FOR
 BN0710'1.05 MILES, THEN KEEP STRAIGHT AHEAD (N) AT A T-ROAD RIGHT
 BN0710'FOR 1.65 MILES, THEN PASS THROUGH PLANK GATE AND KEEP STRAIGHT
 BN0710'AHEAD (N) FOR 1.0 MILE, THEN TURN RIGHT THROUGH RED PLANK
 BN0710'GATE AND FOLLOW ROAD E TO S SIDE OF MR. WADE THOMLINSONS
 BN0710'HOUSE FOR 1.45 MILES TO TOP OF GRADE WHERE TELPHONE LINE
 BN0710'CROSSES ROAD, ROAD FORKS AND STATION.
 BN0710'
 BN0710'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BN0710
 BN0710                          STATION RECOVERY (1937)
 BN0710
 BN0710'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0710'DESCRIPTION GIVEN IS GOOD.  SURFACE MARK IN GOOD CONDITION.
 BN0710
 BN0710                          STATION RECOVERY (2005)
 BN0710
 BN0710'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2005 (SB)
 BN0710'MONUMNENT WAS NORTH OF FM 501 PAVEMENT IN THE ROW WITH SOME MESQUITE
 BN0710'TREES OVERHANG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0844 ***********************************************************************
 CB0844  DESIGNATION -  TAYLOR
 CB0844  PID         -  CB0844
 CB0844  STATE/COUNTY-  TX/COKE
 CB0844  USGS QUAD   -  SHAWVILLE (1987)
 CB0844
 CB0844                         *CURRENT SURVEY CONTROL
 CB0844  ___________________________________________________________________
 CB0844* NAD 83(1993)-  31 47 06.50634(N)    100 16 51.33983(W)     ADJUSTED  
 CB0844* NAVD 88     -       602.2    (meters)    1976.     (feet)  VERTCON   
 CB0844  ___________________________________________________________________
 CB0844  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CB0844  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 CB0844
 CB0844  HORZ ORDER  -  FIRST
 CB0844
 CB0844.The horizontal coordinates were established by classical geodetic methods
 CB0844.and adjusted by the National Geodetic Survey in February 1996..
 CB0844
 CB0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0844
 CB0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0844
 CB0844.The geoid height was determined by GEOID03.
 CB0844
 CB0844;                    North         East     Units Scale Factor Converg.
 CB0844;SPC TX C     - 3,234,853.618   704,963.359   MT  0.99997510   +0 01 37.2
 CB0844;SPC TX C     -10,613,015.58  2,312,867.29   sFT  0.99997510   +0 01 37.2
 CB0844;UTM  14      - 3,517,334.702   378,723.705   MT  0.99978139   -0 40 29.3
 CB0844
 CB0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0844!SPC TX C     -   0.99990936  x   0.99997510  =   0.99988446
 CB0844!UTM  14      -   0.99990936  x   0.99978139  =   0.99969077
 CB0844
 CB0844:                Primary Azimuth Mark                     Grid Az
 CB0844:SPC TX C     -  TAYLOR AZ MK                             357 19 27.4
 CB0844:UTM  14      -  TAYLOR AZ MK                             358 01 33.9
 CB0844
 CB0844|---------------------------------------------------------------------|
 CB0844| PID    Reference Object                     Distance      Geod. Az  |
 CB0844|                                                           dddmmss.s |
 CB0844| CV6467 TAYLOR AZ MK                                       3572104.6 |
 CB0844|---------------------------------------------------------------------|
 CB0844
 CB0844                          SUPERSEDED SURVEY CONTROL
 CB0844
 CB0844  NAD 83(1986)-  31 47 06.51254(N)    100 16 51.32575(W) AD(       ) 1
 CB0844  NAD 27      -  31 47 05.96800(N)    100 16 49.99800(W) AD(       ) 1
 CB0844  NGVD 29 (07/19/86)  602.0    (m)         1975.     (f) VERT ANG       
 CB0844
 CB0844.Superseded values are not recommended for survey control.
 CB0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0844.See file dsdata.txt to determine how the superseded data were derived.
 CB0844
 CB0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA7872417335(NAD 83)
 CB0844_MARKER: DS = TRIANGULATION STATION DISK
 CB0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0844
 CB0844  HISTORY     - Date     Condition        Report By
 CB0844  HISTORY     - 1935     MONUMENTED       CGS
 CB0844  HISTORY     - 1937     GOOD             TXHD
 CB0844  HISTORY     - 1968     GOOD             USGS
 CB0844
 CB0844                          STATION DESCRIPTION
 CB0844
 CB0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0844'STATION IS LOCATED ON THE HIGHEST PART AND NEAR THE S END OF
 CB0844'A LONG PROMINENT RIDGE, 7 MILES SSE FROM BRONTE, AND 3 MILES
 CB0844'N FROM TENNYSON.  MARK PROJECTS ABOUT 6 INCHES.
 CB0844'
 CB0844'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CB0844'BRONZE DISKS SET IN CONCRETE.
 CB0844'
 CB0844'REFERENCE MARK NO. 1 IS 48.56 FEET ENE FROM STATION, PROJECTING
 CB0844'8 INCHES.
 CB0844'
 CB0844'REFERENCE MARK NO. 2 IS 50.62 FEET S FROM STATION, PROJECTING
 CB0844'6 INCHES.
 CB0844'
 CB0844'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE N FROM STATION, 5
 CB0844'DEGREES TO E OF THE BRONTE MUNICIPAL WATER TANK, REACHED BY
 CB0844'GOING N TO E-W FENCE, PASS THROUGH GATE, GO NW ABOUT 0.05
 CB0844'MILE TO MARK, PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE.
 CB0844'
 CB0844'STATION IS REACHED FROM THE CENTRAL NATIONAL BANK IN SAN ANGELO
 CB0844'BY GOING N 1 BLOCK, THEN RIGHT (E) ON U.S. HIGHWAY 67 FOR
 CB0844'5.9 MILES TO ITS JUNCTION WITH STATE HIGHWAY 70.  PROCEED
 CB0844'N 16.85 MILES TO TENNYSON AT RAILROAD STATION ON LEFT.  FROM
 CB0844'HERE GO N ON HIGHWAY 3.15 MILES TO TOP OF GRADE AT A RAILROAD
 CB0844'CROSSING SIGN ON LEFT AND JUST BEFORE REACHING A BRIGHT AND
 CB0844'EARLY COFFEE SIGN ON RIGHT, AND TURN RIGHT THROUGH WIRE-STAKE
 CB0844'GATE.  FOLLOW ROAD ACROSS FIELD 0.2 MILE AND TURN RIGHT
 CB0844'THROUGH THE RIGHT HAND OR S GATE AT A T-FENCE CORNER AND
 CB0844'FOLLOW DIM ROAD 0.3 MILE TO A THATCHED ROOF SHELTER ON THE
 CB0844'LEFT.  FOLLOW ROAD E FROM HERE TO TOP OF RIDGE AND THEN
 CB0844'RIGHT ALONG TOP OF RIDGE 0.2 MILE TO STATION.
 CB0844'
 CB0844'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CB0844
 CB0844                          STATION RECOVERY (1937)
 CB0844
 CB0844'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0844'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CB0844'AND AS DESCRIBED.  DIRECTIONS FOR REACHING THE STATION ARE
 CB0844'SATISFACTORY UP TO RAILROAD CROSSING SIGN AND BRIGHT AND
 CB0844'EARLY COFFEE SIGN.  THEN FROM WIRE-STAKE GATE PROCEED ON FOOT
 CB0844'0.7 MILE ON A MAGNETIC BEARING OF S 82 DEG E TO STATION ON
 CB0844'RIDGE.  STATION IS 0.5 MILE N OF SOUTHERN END OF RIDGE AND
 CB0844'ABOUT MIDWAY OF ITS BREADTH.
 CB0844
 CB0844                          STATION RECOVERY (1968)
 CB0844
 CB0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RDS)
 CB0844'STATION RECOVERED IN GOOD CONDITION.
 CB0844'
 CB0844'TO REACH FROM THE BRONTE POST OFFICE, PROCEED EAST ALONG STREET
 CB0844'0.1 MILE TO U.S. HIGHWAY 277, THENCE RIGHT (SOUTH) ALONG U.S.
 CB0844'HIGHWAY 277 FOR 6.5 MILES TO FARM ROAD 2662 WEST.  CONTINUE
 CB0844'SOUTH ALONG U.S. HIGHWAY 277 FOR 0.2 MILE TO METAL GATE ON
 CB0844'LEFT.  GO THROUGH GATE (EAST) FOLLOWING TRACK ROAD 0.5 MILE
 CB0844'TO NEAR TOP OF RIDGE AND ROAD FORKS.  TURN RIGHT (SOUTH)
 CB0844'ALONG TRACK ROAD 0.4 MILE, THENCE ALONG WEST EDGE OF CALICHE
 CB0844'PIT TO SOUTH END AND STATION.
 CB0844'
 CB0844'STATION MARK--A USC AND GS BRONZE TABLET SET IN THE TOP OF A
 CB0844'CONCRETE POST.  THE TABLET PROJECTS 0.5 FOOT AND IS STAMPED
 CB0844'TAYLOR 1935.
 CB0844'
 CB0844'REFERENCE MARK NO. 1--A USC AND GS BRONZE TABLET SET IN CONCRETE
 CB0844'POST EAST-NORTHEAST OF STATION.  THE TABLET PROJECTS 0.5 FOOT
 CB0844'AND IS STAMPED TAYLOR NO. 1 1935.
 CB0844'
 CB0844'REFERENCE MARK NO. 2--A USC AND GS BRONZE TABLET SET IN
 CB0844'CONCRETE POST SOUTH OF STATION.  THE TABLET PROJECTS 0.4 FOOT
 CB0844'AND IS STAMPED TAYLOR NO. 2 1935.
 CB0844'
 CB0844'AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1272 ***********************************************************************
 CR1272  DESIGNATION -  TAYLOR
 CR1272  PID         -  CR1272
 CR1272  STATE/COUNTY-  TX/CHEROKEE
 CR1272  USGS QUAD   -  TECULA (1973)
 CR1272
 CR1272                         *CURRENT SURVEY CONTROL
 CR1272  ___________________________________________________________________
 CR1272* NAD 83(1993)-  32 06 36.13319(N)    095 11 05.16640(W)     ADJUSTED  
 CR1272* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 CR1272  ___________________________________________________________________
 CR1272  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CR1272  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1272
 CR1272  HORZ ORDER  -  SECOND
 CR1272
 CR1272.The horizontal coordinates were established by classical geodetic methods
 CR1272.and adjusted by the National Geodetic Survey in February 1996..
 CR1272
 CR1272.The orthometric height was scaled from a topographic map.
 CR1272
 CR1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1272
 CR1272.The geoid height was determined by GEOID03.
 CR1272
 CR1272;                    North         East     Units Scale Factor Converg.
 CR1272;SPC TX C     - 3,282,123.270 1,185,782.096   MT  1.00006877   +2 39 06.5
 CR1272;SPC TX C     -10,768,099.43  3,890,353.43   sFT  1.00006877   +2 39 06.5
 CR1272;SPC TXNC     - 2,054,103.614   912,842.053   MT  1.00000653   +1 48 29.2
 CR1272;SPC TXNC     - 6,739,171.61  2,994,882.64   sFT  1.00000653   +1 48 29.2
 CR1272;UTM  15      - 3,554,722.262   293,861.886   MT  1.00012406   -1 09 42.2
 CR1272
 CR1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1272!SPC TX C     -   0.99998170  x   1.00006877  =   1.00005046
 CR1272!SPC TXNC     -   0.99998170  x   1.00000653  =   0.99998823
 CR1272!UTM  15      -   0.99998170  x   1.00012406  =   1.00010575
 CR1272
 CR1272:                Primary Azimuth Mark                     Grid Az
 CR1272:SPC TX C     -  TROUP WEST MUNICIPAL TANK                052 48 04.8
 CR1272:SPC TXNC     -  TROUP WEST MUNICIPAL TANK                053 38 42.1
 CR1272:UTM  15      -  TROUP WEST MUNICIPAL TANK                056 36 53.5
 CR1272
 CR1272|---------------------------------------------------------------------|
 CR1272| PID    Reference Object                     Distance      Geod. Az  |
 CR1272|                                                           dddmmss.s |
 CR1272| CR1270 TROUP WEST MUNICIPAL TANK           APPROX. 7.0 KM 0552711.3 |
 CR1272| CR1267 TROUP MUNICIPAL TANK                APPROX. 7.5 KM 0590304.6 |
 CR1272| CY2434 TAYLOR RM 1                          19.778 METERS 08546     |
 CR1272| CY2435 TAYLOR RM 2                          18.438 METERS 16226     |
 CR1272| CY2433 TAYLOR AZ MK                                       1634330.6 |
 CR1272|---------------------------------------------------------------------|
 CR1272
 CR1272                          SUPERSEDED SURVEY CONTROL
 CR1272
 CR1272  NAD 83(1986)-  32 06 36.14232(N)    095 11 05.15240(W) AD(       ) 2
 CR1272  NAD 27      -  32 06 35.56210(N)    095 11 04.35450(W) AD(       ) 2
 CR1272
 CR1272.Superseded values are not recommended for survey control.
 CR1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1272.See file dsdata.txt to determine how the superseded data were derived.
 CR1272
 CR1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR9386254722(NAD 83)
 CR1272_MARKER: DS = TRIANGULATION STATION DISK
 CR1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1272
 CR1272  HISTORY     - Date     Condition        Report By
 CR1272  HISTORY     - 1958     MONUMENTED       CGS
 CR1272
 CR1272                          STATION DESCRIPTION
 CR1272
 CR1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1272'THE STATION IS LOCATED ON A PROMINENT HILL, HIGHEST IN VICINITY,
 CR1272'ABOUT 11 MILES NORTHWEST OF SUMMERFIELD, 5 MILES SOUTHWEST
 CR1272'OF TROUP.  IT IS 4 FEET SOUTH OF A WITNESS POST AND SET IN
 CR1272'ABOUT THE CENTER OF A LARGE CLEARING.  THE MARK PROJECTS
 CR1272'3 INCHES ABOVE THE SURFACE OF THE GROUND AND STAMPED TAYLOR 1958.
 CR1272'
 CR1272'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION
 CR1272'AND SET ON THE EAST SLOPE OF HILL.  THE MARK PROJECTS 6
 CR1272'INCHES ABOVE THE SURFACE OF THE GROUND AND STAMPED TAYLOR
 CR1272'NO 1 1958.
 CR1272'
 CR1272'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILLHOLE
 CR1272'IN OUT CROPPING BED ROCK, ABOUT 1 FOOT LOWER THAN STATION
 CR1272'AND SET ON THE SOUTHWEST SLOPE OF HILL.  THE MARK PROJECTS
 CR1272'3 INCHES ABOVE THE SURFACE OF THE GROUND AND STAMPED TAYLOR
 CR1272'NO 2 1958.
 CR1272'
 CR1272'AZIMUTH MARK IS 72 FEET SOUTHEAST OF A GATE, 32 FEET NORTH
 CR1272'OF JESS WALDING MAIL BOX AND 2 FEET SOUTH OF A WITNESS POST.
 CR1272'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND STAMPED
 CR1272'TAYLOR 1958.
 CR1272'
 CR1272'TO REACH FROM THE POST OFFICE IN TROUP, GO WEST ON STATE
 CR1272'HIGHWAY 110 FOR 0.1 MILE TO JUNCTION WITH STATE HIGHWAY 135,
 CR1272'TURN LEFT AND GO 4.1 MILES TO A CONCRETE BRIDGE, (MUD CREEK)
 CR1272'CONTINUE ON STATE HIGHWAY 135 FOR 0.7 MILE TO A DRIVEWAY
 CR1272'ON THE RIGHT AND AZIMUTH MARK AS DESCRIBED, TURN RIGHT AND
 CR1272'PASS THROUGH A GATE WHICH TWO LARGE TREES SERVE AS FENCE
 CR1272'CORNER POSTS, KEEP BETWEEN THE TWO WHITE HOUSES FOR 0.05
 CR1272'MILE TO A WIRE GATE, PASS THROUGH GATE CONTINUE 50 YARDS
 CR1272'TO ANOTHER WIRE GATE, PASS THROUGH GATE AND GO 0.05 MILE
 CR1272'ON A TRACK ROAD TO A FORK, TURN RIGHT AND GO 0.3 MILE TO
 CR1272'A SMALL POND ON THE LEFT, CONTINUE ON TRACK ROAD
 CR1272'NORTHWESTLY FOR 0.55 MILE TO THE TOP OF HILL AND STATION AS
 CR1272'DESCRIBED.
 CR1272'
 CR1272'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0734 ***********************************************************************
 DQ0734  DESIGNATION -  TAYLOR
 DQ0734  PID         -  DQ0734
 DQ0734  STATE/COUNTY-  TX/YOAKUM
 DQ0734  USGS QUAD   -  LOST DRAW (1981)
 DQ0734
 DQ0734                         *CURRENT SURVEY CONTROL
 DQ0734  ___________________________________________________________________
 DQ0734* NAD 83(1993)-  33 18 19.59714(N)    102 40 14.31123(W)     ADJUSTED  
 DQ0734* NAVD 88     -      1103.6    (meters)    3621.     (feet)  VERTCON   
 DQ0734  ___________________________________________________________________
 DQ0734  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 DQ0734  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 DQ0734
 DQ0734  HORZ ORDER  -  FIRST
 DQ0734
 DQ0734.The horizontal coordinates were established by classical geodetic methods
 DQ0734.and adjusted by the National Geodetic Survey in February 1996..
 DQ0734
 DQ0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0734
 DQ0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0734
 DQ0734.The geoid height was determined by GEOID03.
 DQ0734
 DQ0734;                    North         East     Units Scale Factor Converg.
 DQ0734;SPC TXNC     - 2,189,432.626   211,736.301   MT  0.99988240   -2 16 28.7
 DQ0734;SPC TXNC     - 7,183,163.54    694,671.51   sFT  0.99988240   -2 16 28.7
 DQ0734;UTM  13      - 3,687,570.768   716,869.958   MT  1.00017991   +1 16 46.4
 DQ0734
 DQ0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0734!SPC TXNC     -   0.99983033  x   0.99988240  =   0.99971275
 DQ0734!UTM  13      -   0.99983033  x   1.00017991  =   1.00001021
 DQ0734
 DQ0734|---------------------------------------------------------------------|
 DQ0734| PID    Reference Object                     Distance      Geod. Az  |
 DQ0734|                                                           dddmmss.s |
 DQ0734| CJ8612 TAYLOR RM 1                          29.209 METERS 05649     |
 DQ0734| CJ8613 TAYLOR RM 2                          42.002 METERS 19352     |
 DQ0734| CJ8611 TAYLOR AZ MK                                       3290649.3 |
 DQ0734|---------------------------------------------------------------------|
 DQ0734
 DQ0734                          SUPERSEDED SURVEY CONTROL
 DQ0734
 DQ0734  NAD 83(1993)-  33 18 19.60197(N)    102 40 14.30571(W) AD(       ) 1
 DQ0734  NAD 83(1986)-  33 18 19.60308(N)    102 40 14.30548(W) AD(       ) 1
 DQ0734  NAD 27      -  33 18 19.24400(N)    102 40 12.56700(W) AD(       ) 1
 DQ0734  NGVD 29 (07/19/86) 1103.2    (m)         3619.     (f) VERT ANG       
 DQ0734
 DQ0734.Superseded values are not recommended for survey control.
 DQ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0734.See file dsdata.txt to determine how the superseded data were derived.
 DQ0734
 DQ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS1687087571(NAD 83)
 DQ0734_MARKER: DS = TRIANGULATION STATION DISK
 DQ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0734_STAMPING: TAYLOR 1935
 DQ0734_PROJECTION: FLUSH
 DQ0734_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0734
 DQ0734  HISTORY     - Date     Condition        Report By
 DQ0734  HISTORY     - 1935     MONUMENTED       CGS
 DQ0734  HISTORY     - 1938     GOOD             TXHD
 DQ0734  HISTORY     - 1959     GOOD             CGS
 DQ0734  HISTORY     - 1988     GOOD             USPSQD
 DQ0734  HISTORY     - 19970206 GOOD             TXDOT
 DQ0734
 DQ0734                          STATION DESCRIPTION
 DQ0734
 DQ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0734'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF PLAINS
 DQ0734'AND 1/2 MILE SOUTH OF LIBERTY SCHOOL.  IT IS ON THE HIGHEST
 DQ0734'POINT OF A CRESCENT-SHAPED RIDGE AND IS IN SEC. 200, BLOCK
 DQ0734'D, JOHN H. GIBSON SURVEY.  IT IS ON LAND OWNED BY MRS. E. TAYLOR
 DQ0734'WHO LIVES ABOUT 2 MILES EAST OF THE STATION.
 DQ0734'
 DQ0734'THE STATION MARK PROJECTS 4 INCHES AND IS ON THE HIGHEST POINT
 DQ0734'IN THE CLOSE VICINITY.
 DQ0734'
 DQ0734'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS NORTHEAST OF
 DQ0734'THE STATION.  IT IS ON THE NORTHEAST SLOPE OF THE RIDGE.
 DQ0734'
 DQ0734'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS SOUTH OF THE STATION.
 DQ0734'
 DQ0734'AZIMUTH MARK PROJECTS 6 INCHES AND IS NORTH-NORTHWEST OF
 DQ0734'THE STATION.  IT IS IN YARD OF THE AFORE-MENTIONED LIBERTY
 DQ0734'SCHOOL.
 DQ0734'
 DQ0734'A 25-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 DQ0734'
 DQ0734'TO REACH THE STATION FROM PLAINS, GO NORTH FROM THE COURTHOUSE
 DQ0734'ON U.S. HIGHWAY 62 FOR 4.0 MILES TO A POINT WHERE U.S. HIGHWAY
 DQ0734'62 TURNS LEFT AT A T-INTERSECTION.  HERE LEAVE U.S. HIGHWAY
 DQ0734'62, TURN RIGHT AND GO EAST ON GRADED ROAD 1.0 MILE, THEN
 DQ0734'NORTH 2.0 MILES, AND THEN EAST ON MAIN GRADED ROAD 11.0 MILES
 DQ0734'TO THE END OF THE ROAD AT A T-INTERSECTION.  HERE TURN LEFT
 DQ0734'AND GO NORTH 1.0 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 DQ0734'WEST 1.0 MILE TO A CATTLE GUARD.  CROSS GUARD AND TRAVEL
 DQ0734'NORTHWEST ON MAIN ROAD 20 MILES TO FENCE CORNER ON THE RIGHT
 DQ0734'SIDE OF THE ROAD.  (THIS CORNER IS ABOUT 150 YARDS SOUTH OF
 DQ0734'A HOUSE.) CONTINUE NORTHWEST ON MAIN ROAD 0.6 MILE TO A
 DQ0734'CATTLE GUARD WHICH IS ABOUT 35 YARDS NORTHEAST OF A NEW HOUSE.
 DQ0734'CROSS GUARD AND CONTINUE NORTHWEST ON MAIN ROAD 0.9 MILE,
 DQ0734'PASSING THROUGH GATE AT 0.4 MILE, CONTINUE ON MAIN ROAD
 DQ0734'WHICH TURNS NORTH ALONG THE EAST SIDE OF A NORTH-AND-SOUTH
 DQ0734'FENCE AND GO 0.5 MILE TO A CROSSROADS.  HERE TURN RIGHT
 DQ0734'AND GO EAST ON MAIN ROAD, PASSING 150 YARDS SOUTH OF
 DQ0734'LIBERTY SCHOOL, 0.5 MILE.  THEN LEAVE ROAD, TURN RIGHT,
 DQ0734'AND GO SOUTH ACROSS COUNTRY 0.5 MILE TO TOP OF HILL AND
 DQ0734'STATION.
 DQ0734'
 DQ0734'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 DQ0734'STANDARD BRONZE DISKS SET IN CONCRETE.
 DQ0734
 DQ0734                          STATION RECOVERY (1938)
 DQ0734
 DQ0734'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0734'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING STATION IS SATISFACTORY.
 DQ0734'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0734'NO ATTEMPT WAS MADE TO RECOVER AZIMUTH MARK.
 DQ0734
 DQ0734                          STATION RECOVERY (1959)
 DQ0734
 DQ0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 DQ0734'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DQ0734'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DQ0734'STATION SITE ARE CORRECT.
 DQ0734
 DQ0734                          STATION RECOVERY (1988)
 DQ0734
 DQ0734'RECOVERY NOTE BY US POWER SQUADRON 1988 (TKF)
 DQ0734'RECOVERED IN GOOD CONDITION.
 DQ0734
 DQ0734                          STATION RECOVERY (1997)
 DQ0734
 DQ0734'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (MJN)
 DQ0734'TAYOR 1935 IS GOOD.  FOR PAST 15 TO 20 YEARS 18 INCHES HAS BEEN
 DQ0734'EXPOSED.  TAYLOR 1935 NO 1 IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0931 ***********************************************************************
 FM0931  DESIGNATION -  TAYLOR
 FM0931  PID         -  FM0931
 FM0931  STATE/COUNTY-  TX/HARTLEY
 FM0931  USGS QUAD   -  MIDDLE WATER (1971)
 FM0931
 FM0931                         *CURRENT SURVEY CONTROL
 FM0931  ___________________________________________________________________
 FM0931* NAD 83(1993)-  35 49 31.92398(N)    102 45 31.59513(W)     ADJUSTED  
 FM0931* NAVD 88     -      1245.91   (+/-2cm)    4087.6    (feet)  VERTCON   
 FM0931  ___________________________________________________________________
 FM0931  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 FM0931  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 FM0931
 FM0931  HORZ ORDER  -  FIRST
 FM0931  VERT ORDER  -  THIRD ? (See Below)
 FM0931
 FM0931.The horizontal coordinates were established by classical geodetic methods
 FM0931.and adjusted by the National Geodetic Survey in February 1996..
 FM0931
 FM0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0931.The vertical order pertains to the NGVD 29 superseded value.
 FM0931
 FM0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0931
 FM0931.The geoid height was determined by GEOID03.
 FM0931
 FM0931;                    North         East     Units Scale Factor Converg.
 FM0931;SPC TX N     - 1,203,245.292    86,264.956   MT  0.99993611   -0 43 46.2
 FM0931;SPC TX N     - 3,947,647.26    283,020.94   sFT  0.99993611   -0 43 46.2
 FM0931;UTM  13      - 3,966,916.343   702,456.526   MT  1.00010510   +1 18 44.2
 FM0931
 FM0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0931!SPC TX N     -   0.99980831  x   0.99993611  =   0.99974443
 FM0931!UTM  13      -   0.99980831  x   1.00010510  =   0.99991339
 FM0931
 FM0931|---------------------------------------------------------------------|
 FM0931| PID    Reference Object                     Distance      Geod. Az  |
 FM0931|                                                           dddmmss.s |
 FM0931| CJ8609 TAYLOR RM 1                          27.950 METERS 19036     |
 FM0931| CJ8610 TAYLOR RM 2                          19.928 METERS 23758     |
 FM0931| CJ8608 TAYLOR AZ MK                                       3342401.2 |
 FM0931|---------------------------------------------------------------------|
 FM0931
 FM0931                          SUPERSEDED SURVEY CONTROL
 FM0931
 FM0931  NAD 83(1993)-  35 49 31.92333(N)    102 45 31.59406(W) AD(       ) 1
 FM0931  NAD 83(1993)-  35 49 31.93147(N)    102 45 31.58537(W) AD(       ) 1
 FM0931  NAD 83(1986)-  35 49 31.93223(N)    102 45 31.58679(W) AD(       ) 1
 FM0931  NAD 27      -  35 49 31.78700(N)    102 45 29.84700(W) AD(       ) 1
 FM0931  NGVD 29 (07/19/86) 1245.36   (m)         4085.8    (f) LEVELING    3  
 FM0931
 FM0931.Superseded values are not recommended for survey control.
 FM0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0931.See file dsdata.txt to determine how the superseded data were derived.
 FM0931
 FM0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV0245766916(NAD 83)
 FM0931_MARKER: DS = TRIANGULATION STATION DISK
 FM0931_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FM0931_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FM0931
 FM0931  HISTORY     - Date     Condition        Report By
 FM0931  HISTORY     - 1934     MONUMENTED       CGS
 FM0931  HISTORY     - 1968     GOOD             USAF
 FM0931
 FM0931                          STATION DESCRIPTION
 FM0931
 FM0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0931'THE STATION IS LOCATED ABOUT 2 MILES SE OF MIDDLE WATER AND
 FM0931'1 MILE SSE OF THE RANCH HOUSE AND BUILDINGS OWNED BY W.H.
 FM0931'TAYLOR.  THE STATION IS LOCATED ON THE HIGHEST POINT OF THE
 FM0931'HIGHEST OF A GROUP OF BRUSH-COVERED SAND DUNES.  IT IS ON
 FM0931'LAND OWNED BY W.H. TAYLOR AND IS IN SEC. 18, BLOCK 13, (APPROX.)
 FM0931'
 FM0931'THE STATION MARK PROJECTS 18 INCHES AND IS 25 FEET W OF A
 FM0931'BLOW-OUT.
 FM0931'
 FM0931'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FM0931'CONCRETE IN THE CENTER OF THE TOPS OF TILES.
 FM0931'
 FM0931'AZMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE
 FM0931'CONCRETE MONUMENT.
 FM0931'
 FM0931'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS SSW OF THE STATION.
 FM0931'
 FM0931'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS WSW OF THE STATION.
 FM0931'
 FM0931'AZIMUTH MARK PROJECTS 6 INCHES AND IS NNW OF THE STATION.
 FM0931'IT IS IN AN E-W FENCE AT A POINT 75 FEET SW OF THE SW CORNER
 FM0931'OF THE TAYLOR RANCH HOUSE, 50 FEET W OF THE NW CORNER OF
 FM0931'THE BARN AND 6 FEET SSW OF THE SW CORNER OF THE SALT HOUSE.
 FM0931'
 FM0931'TO REACH THE STATION FROM MIDDLE WATER, A SMALL TOWN ON THE
 FM0931'CHICAGO ROCK ISLAND AND PACIFIC RAILROAD AND U.S. HIGHWAY 54,
 FM0931'GO SE FROM THE POST OFFICE 150 YARDS, TO A PIPE CATTLE GUARD
 FM0931'IN THE RIGHT-OF-WAY FENCE ON THE S SIDE OF THE HIGHWAY.  CROSS
 FM0931'GUARD AND GO SE ON TRACK ROAD 1.3 MILES TO THE TAYLOR RANCH.
 FM0931'GO E FROM THE HOUSE 100 YARDS TO A GATE IN AN E-W FENCE
 FM0931'AT A POINT 40 YARDS, E OF THE WINDMILL.  PASS THROUGH GATE AND
 FM0931'GO S ACROSS COUNTRY 1.2 MILES TO E TOE OF THE HIGHEST SAND
 FM0931'HILL IN THE IMMEDIATE VICINITY.  THEN PACK W UP THE HILL
 FM0931'100 YARDS TO THE HIGHEST POINT AND STATION.
 FM0931'
 FM0931'NOTE--THE GROUND IS VERY SANDY BETWEEN THE RANCH AND STATION
 FM0931'BUT A TRUCK WITH A GOOD COMPOUND GEAR CAN TRAVEL THE DISTANCE
 FM0931'WITHOUT MUCH DIFFICULTY.
 FM0931'
 FM0931'A 4-FOOT STAND WILL CLEAR ALL LINES.
 FM0931
 FM0931                          STATION RECOVERY (1968)
 FM0931
 FM0931'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 FM0931'STATION MARK, REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED AND
 FM0931'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 FM0931'SEARCHED FOR.
 FM0931'
 FM0931'NEW DESCRIPTION TO REACH IS AS FOLLOWS--
 FM0931'
 FM0931'TO REACH STATION FROM MIDDLE WATER SIDING ON U.S. HIGHWAY 54,
 FM0931'20.5 MILES SOUTHWEST OF DALHART, TEXAS.  FROM THE POST OFFICE
 FM0931'GO SOUTHEAST 200 YARDS TO A PIPE CATTLE GUARD IN THE RIGHT
 FM0931'OF WAY FENCE ON THE SOUTH SIDE OF U.S. HIGHWAY 54.  PROCEED
 FM0931'1.1 MILES SOUTHEAST FROM CATTLE GUARD TO A BARBED WIRE FENCE
 FM0931'AROUND TAYLOR RANCH BUILDINGS, TURN RIGHT SOUTH, AND GO 0.1
 FM0931'MILES TO A WIRE FENCE GATE.  GO THROUGH THE GATE AND PROCEED
 FM0931'SOUTH AND SOUTHEAST ON A DIRT TRACK ROAD FOR 0.5 MILES TO
 FM0931'ANOTHER FENCE GATE.  GO THROUGH GATE AND PROCEED SOUTH CROSS
 FM0931'COUNTRY FOR 0.5 MILES TO THE STATION WHICH WILL BE ON TOP
 FM0931'OF THE HIGHEST SAND HILL IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1357 ***********************************************************************
 GL1357  DESIGNATION -  TAYLOR
 GL1357  PID         -  GL1357
 GL1357  STATE/COUNTY-  TX/DALLAM
 GL1357  USGS QUAD   -  EXUM (1965)
 GL1357
 GL1357                         *CURRENT SURVEY CONTROL
 GL1357  ___________________________________________________________________
 GL1357* NAD 83(1993)-  36 07 29.30895(N)    102 12 16.74117(W)     ADJUSTED  
 GL1357* NAVD 88     -      1159.     (meters)    3802.     (feet)  VERTCON   
 GL1357  ___________________________________________________________________
 GL1357  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 GL1357  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 GL1357
 GL1357  HORZ ORDER  -  THIRD
 GL1357
 GL1357.The horizontal coordinates were established by classical geodetic methods
 GL1357.and adjusted by the National Geodetic Survey in February 1996..
 GL1357
 GL1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1357
 GL1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1357
 GL1357.The geoid height was determined by GEOID03.
 GL1357
 GL1357;                    North         East     Units Scale Factor Converg.
 GL1357;SPC TX N     - 1,235,952.892   136,567.758   MT  0.99998687   -0 24 30.1
 GL1357;SPC TX N     - 4,054,955.45    448,056.05   sFT  0.99998687   -0 24 30.1
 GL1357;UTM  13      - 4,001,411.252   751,571.332   MT  1.00037988   +1 38 55.9
 GL1357
 GL1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1357!SPC TX N     -   0.99982219  x   0.99998687  =   0.99980906
 GL1357!UTM  13      -   0.99982219  x   1.00037988  =   1.00020200
 GL1357
 GL1357|---------------------------------------------------------------------|
 GL1357| PID    Reference Object                     Distance      Geod. Az  |
 GL1357|                                                           dddmmss.s |
 GL1357| CM9322 TAYLOR RM 1                           8.039 METERS 09214     |
 GL1357| CM9323 TAYLOR RM 2                          22.115 METERS 22337     |
 GL1357| CM9321 TAYLOR AZ MK                                       2693033.4 |
 GL1357| GL1359 CONLEN JD CRABTREE GRAIN ELEV       APPROX.12.5 KM 3445623.4 |
 GL1357|---------------------------------------------------------------------|
 GL1357
 GL1357                          SUPERSEDED SURVEY CONTROL
 GL1357
 GL1357  NAD 83(1993)-  36 07 29.30858(N)    102 12 16.74181(W) AD(       ) 3
 GL1357  NAD 83(1986)-  36 07 29.31849(N)    102 12 16.73180(W) AD(       ) 3
 GL1357  NAD 27      -  36 07 29.19700(N)    102 12 15.08800(W) AD(       ) 3
 GL1357  NGVD 29 (07/19/86) 1158.     (m)         3799.     (f) VERT ANG       
 GL1357
 GL1357.Superseded values are not recommended for survey control.
 GL1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1357.See file dsdata.txt to determine how the superseded data were derived.
 GL1357
 GL1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA5157101411(NAD 83)
 GL1357_MARKER: DS = TRIANGULATION STATION DISK
 GL1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1357_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1357
 GL1357  HISTORY     - Date     Condition        Report By
 GL1357  HISTORY     - 1953     MONUMENTED       CGS
 GL1357  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL1357  HISTORY     - 1966     GOOD             CGS
 GL1357
 GL1357                          STATION DESCRIPTION
 GL1357
 GL1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1357'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF AN EAST-WEST
 GL1357'DIRT ROAD.  IT IS AIRLINE ABOUT 8 MILES SOUTH-SOUTHEAST OF CONLEN
 GL1357'AND ABOUT 18 MILES EAST-NORTHEAST OF DALHART.
 GL1357'
 GL1357'THE STATION IS A STANDARD DISK STAMPED TAYLOR 1953 SET IN THE
 GL1357'TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 GL1357'AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 8 FEET
 GL1357'WEST OF A WHITE WITNESS POST, 2 FEET NORTH OF AN EAST-WEST FENCE
 GL1357'LINE AND 28 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD.
 GL1357'
 GL1357'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TAYLOR NO
 GL1357'1 1953 SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 GL1357'INCHES IN DIAMETER, PROJETS ABOUT 5 INCHES ABOVE THE GROUND AND IS
 GL1357'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 10 INCHES NORTH OF
 GL1357'AN EAST-WEST FENCE LINE AND 29 FEET SOUTH OF THE CENTER LINE OF A
 GL1357'DIRT ROAD.
 GL1357'
 GL1357'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TAYLOR NO 2
 GL1357'1953 SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES
 GL1357'IN DIAMETER, PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT
 GL1357'2 FEET HIGHER THAN THE STATION.  IT IS 10 INCHES EAST OF A
 GL1357'NORTH-SOUTH FENCE LINE.
 GL1357'
 GL1357'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TAYLOR 1935 SET IN THE
 GL1357'TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 GL1357'AND PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 GL1357'NORTH OF AN EAST-WEST FENCE LINE AND 29 FEET SOUTH OF THE CENTER
 GL1357'LINE OF A DIRT ROAD.
 GL1357'
 GL1357'TO REACH THE STATION FROM THE POST OFFICE IN CONLEN, GO SOUTHWEST
 GL1357'ON U.S. HIGHWAY 54 FOR 0.15 MILE.  TURN LEFT ON FARM ROAD 807
 GL1357'AND GO SOUTH FOR 7.35 MILES.  TURN LEFT ON A DIRT SIDE ROAD AND
 GL1357'GO EAST FOR 1.25 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH,
 GL1357'SIDE.
 GL1357'
 GL1357'CONTINUE EAST ON THE DIRT ROAD FOR 0.75 MILE TO A WHITE WITNESS
 GL1357'POST ON THE RIGHT, SOUTH, SIDE AND THE STATION
 GL1357
 GL1357                          STATION RECOVERY (1965)
 GL1357
 GL1357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL1357'STATION MARK WAS NOT FOUND.  A SHUT-OFF VALVE FOR A GAS LINE TO
 GL1357'A IRRIGATION WELL IS LOCATED AT THIS SPOT NOW.  APPARENTLY THE
 GL1357'MARK HAS BEEN DESTROYED.
 GL1357
 GL1357                          STATION RECOVERY (1966)
 GL1357
 GL1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 GL1357'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 GL1357'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE ORIGINAL
 GL1357'DESCRIPTION AND ROUTE TO REACH THE STATION ARE ADEQUATE FOR
 GL1357'RECOVERY.
 GL1357'
 GL1357'ADDITIONAL MEASUREMENTS WERE MADE FOR FUTURE RECOVERY OF MARKS AS
 GL1357'FOLLOWS--THE STATION MARK IS 15 FEET EAST OF A POWER LINE POLE
 GL1357'AND IS IN LINE WITH THE POWER LINE POLES RUNNING EAST AND WEST.
 GL1357'
 GL1357'REFERENCE MARK NO. 2 IS 10 FEET WEST OF A NORTH-SOUTH FENCE LINE
 GL1357'AT THE EAST EDGE OF A CULTIVATED FIELD.
 GL1357'
 GL1357'AZIMUTH MARK IS 104 FEET SOUTHEAST OF AN IRRIGATION VENT PIPE AT
 GL1357'THE NORTH SIDE OF AN EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7307 ***********************************************************************
 AC7307  DESIGNATION -  TAYLOR
 AC7307  PID         -  AC7307
 AC7307  STATE/COUNTY-  TX/LAMPASAS
 AC7307  USGS QUAD   -  COPPERAS COVE (1995)
 AC7307
 AC7307                         *CURRENT SURVEY CONTROL
 AC7307  ___________________________________________________________________
 AC7307* NAD 83(1993)-  31 04 56.14551(N)    097 57 54.69130(W)     ADJUSTED  
 AC7307* NAVD 88     -       397.5    (meters)    1304.     (feet)  VERTCON   
 AC7307  ___________________________________________________________________
 AC7307  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 AC7307  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AC7307
 AC7307  HORZ ORDER  -  THIRD
 AC7307
 AC7307.The horizontal coordinates were established by classical geodetic methods
 AC7307.and adjusted by the National Geodetic Survey in March 1997..
 AC7307
 AC7307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7307
 AC7307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7307
 AC7307.The geoid height was determined by GEOID03.
 AC7307
 AC7307;                    North         East     Units Scale Factor Converg.
 AC7307;SPC TX C     - 3,159,330.918   925,929.640   MT  0.99988274   +1 13 11.0
 AC7307;SPC TX C     -10,365,238.19  3,037,820.83   sFT  0.99988274   +1 13 11.0
 AC7307;UTM  14      - 3,439,178.971   598,706.660   MT  0.99972018   +0 32 03.4
 AC7307
 AC7307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7307!SPC TX C     -   0.99994171  x   0.99988274  =   0.99982446
 AC7307!UTM  14      -   0.99994171  x   0.99972018  =   0.99966191
 AC7307
 AC7307                          SUPERSEDED SURVEY CONTROL
 AC7307
 AC7307  NGVD 29 (03/17/97)  397.4    (m)         1304.     (f) VERT ANG       
 AC7307
 AC7307.Superseded values are not recommended for survey control.
 AC7307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7307.See file dsdata.txt to determine how the superseded data were derived.
 AC7307
 AC7307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9870739179(NAD 83)
 AC7307_MARKER: DS = TRIANGULATION STATION DISK
 AC7307
 AC7307  HISTORY     - Date     Condition        Report By
 AC7307  HISTORY     - 1947     MONUMENTED       USGS
 AC7307  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 AC7307
 AC7307                          STATION DESCRIPTION
 AC7307
 AC7307'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 AC7307'THIS IS AN OLD USGS STATION WHICH WAS RESET IN 1947.  THE 1947
 AC7307'DESCRIPTION WAS NOT AVAILABLE.
 AC7307'THE STATION IS LOCATED APPROXIMATELY 2 MI. E. OF THE SMALL TOWN OF
 AC7307'KENPNER, TEXAS, ON A HIGH BRUSHY HILL KNOWN LOCALLY AS --TAYLOR
 AC7307'MOUNTAIN--.  THE STATION IS AT THE APPROXIMATE CENTER OF THE ROUND,
 AC7307'FLAT TOP OF THE HILL.
 AC7307'TO REACH THE STATION FROM KENPNER, DRIVE E-NE. ON U.S. HIGHWAY 190 FOR
 AC7307'2.0 MI. TO A WIRE GATE ON THE RIGHT (NEAR THE TOP OF A GRADE ON THE
 AC7307'HIGHWAY).  ENTER THE WIRE GATE AND TAKE A DIM TRACK RD. FOR 0.3 MI.
 AC7307'S-SE. TO THE FOOT OF A HIGH PROMINENT HILL AND THE STATION. THE HILL
 AC7307'IS TOO STEEP TO DRIVE UP.
 AC7307'STATION MARK--A USGS TABLET STAMPED---TAYLOR 1947---, CEMENTED IN AN
 AC7307'IRREGULAR SHAPED BOULDER PROJECTING APPROXIMATELY 6 IN.
 AC7307'REFERENCE MARKS--NONE.
 AC7307
 AC7307                          STATION RECOVERY (2002)
 AC7307
 AC7307'RECOVERY NOTE BY US POWER SQUADRON 2002 (JP)
 AC7307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0244 ***********************************************************************
 CU0244  DESIGNATION -  TAYLOR 2
 CU0244  PID         -  CU0244
 CU0244  STATE/COUNTY-  TX/TAYLOR
 CU0244  USGS QUAD   -  NOLAN (1984)
 CU0244
 CU0244                         *CURRENT SURVEY CONTROL
 CU0244  ___________________________________________________________________
 CU0244* NAD 83(1993)-  32 17 55.67204(N)    100 08 15.13798(W)     ADJUSTED  
 CU0244* NAVD 88     -       757.50   (+/-2cm)    2485.2    (feet)  VERTCON   
 CU0244  ___________________________________________________________________
 CU0244  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 CU0244  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0244
 CU0244  HORZ ORDER  -  THIRD
 CU0244  VERT ORDER  -  THIRD (See Below)
 CU0244
 CU0244.The horizontal coordinates were established by classical geodetic methods
 CU0244.and adjusted by the National Geodetic Survey in February 1996..
 CU0244.No horizontal observational check was made to the station.
 CU0244
 CU0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0244.The vertical order pertains to the NGVD 29 superseded value.
 CU0244
 CU0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0244
 CU0244.The geoid height was determined by GEOID03.
 CU0244
 CU0244;                    North         East     Units Scale Factor Converg.
 CU0244;SPC TXNC     - 2,071,300.309   445,780.448   MT  0.99995828   -0 53 35.2
 CU0244;SPC TXNC     - 6,795,591.10  1,462,531.35   sFT  0.99995828   -0 53 35.2
 CU0244;UTM  14      - 3,574,124.089   392,900.291   MT  0.99974145   -0 36 28.4
 CU0244
 CU0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0244!SPC TXNC     -   0.99988525  x   0.99995828  =   0.99984353
 CU0244!UTM  14      -   0.99988525  x   0.99974145  =   0.99962673
 CU0244
 CU0244:                Primary Azimuth Mark                     Grid Az
 CU0244:SPC TXNC     -  TAYLOR AZ MK                             093 56 20.6
 CU0244:UTM  14      -  TAYLOR AZ MK                             093 39 13.8
 CU0244
 CU0244|---------------------------------------------------------------------|
 CU0244| PID    Reference Object                     Distance      Geod. Az  |
 CU0244|                                                           dddmmss.s |
 CU0244| CU0243 TAYLOR AZ MK                                       0930245.4 |
 CU0244| CU0245 TAYLOR 2 AZ MK                                     0933605.4 |
 CU0244| CU0230 138 DHW                               9.884 METERS 17603     |
 CU0244| CU0926 NOLAN SW BELL TEL MICROWAVE         APPROX. 5.9 KM 2161849.6 |
 CU0244| CU0241 TAYLOR                               32.796 METERS 23623     |
 CU0244| CU0242 TAYLOR RM 1                          58.857 METERS 28729     |
 CU0244|---------------------------------------------------------------------|
 CU0244
 CU0244                          SUPERSEDED SURVEY CONTROL
 CU0244
 CU0244  NAD 83(1986)-  32 17 55.67781(N)    100 08 15.12629(W) AD(       ) 3
 CU0244  NAD 27      -  32 17 55.21660(N)    100 08 13.77690(W) AD(       ) 3
 CU0244  NGVD 29 (01/29/03)  757.30   (m)         2484.6    (f) RESET       3  
 CU0244
 CU0244.Superseded values are not recommended for survey control.
 CU0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0244.See file dsdata.txt to determine how the superseded data were derived.
 CU0244
 CU0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9290074124(NAD 83)
 CU0244_MARKER: DS = TRIANGULATION STATION DISK
 CU0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0244_STAMPING: TAYLOR 2 1965
 CU0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0244+STABILITY: SURFACE MOTION
 CU0244
 CU0244  HISTORY     - Date     Condition        Report By
 CU0244  HISTORY     - 1965     MONUMENTED       CGS
 CU0244  HISTORY     - 1965     GOOD             CGS
 CU0244  HISTORY     - 19940707 GOOD             USPSQD
 CU0244
 CU0244                          STATION DESCRIPTION
 CU0244
 CU0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAE)
 CU0244'THE STATION IS ABOUT 6-1/2 MILES EAST OF NOLAN, ABOUT 17 MILES
 CU0244'SOUTHWEST OF MERKEL, AT THE ROAD JUNCTION OF FARM ROADS 126
 CU0244'AND 2928.
 CU0244'
 CU0244'TO REACH THE STATION FROM THE RAILROAD STATION IN MERKEL,
 CU0244'GO WEST ON LOOP 39 FOR 0.25 MILE TO FARM ROAD 126.  TURN
 CU0244'LEFT, SOUTHERLY, GO 7.2 MILES ALONG FARM ROAD 126 TO THE
 CU0244'JUNCTION OF FARM ROAD 1085, KEEP LEFT, AND CONTINUE ON FARM
 CU0244'ROAD 126 FOR 11.1 MILES TO STATION ON THE LEFT.
 CU0244'
 CU0244'STATION MARKS ARE STANDARD DISKS STAMPED TAYLOR 2 1965.  THE
 CU0244'SURFACE STATION DISK IS SET IN A 12 IN X 12 IN CONCRETE
 CU0244'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 112
 CU0244'FEET SOUTHEAST OF THE CENTER LINE OF FARM ROAD 126, 132 FEET
 CU0244'NORTH OF THE CENTER LINE OF FARM ROAD 2928, 40 FEET EAST OF
 CU0244'THE CENTER OF A TRACK ROAD, 2 FEET WEST OF A NORTH- SOUTH
 CU0244'FENCE, AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.  THE
 CU0244'UNDER GROUND STATION DISK IS CEMENTED IN BEDROCK 20 INCHES
 CU0244'BELOW THE SURFACE OF THE GROUND.
 CU0244'
 CU0244'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TAYLOR NO 1 1961,
 CU0244'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 CU0244'IT IS 48 FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD 126,
 CU0244'AND 1 FOOT SOUTHEAST OF A FENCE LINE.
 CU0244'
 CU0244'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL BENCH MARK
 CU0244'DISK STAMPED 138 DHW 1955 2484 FT, IS SET IN A 12 IN X 12 IN
 CU0244'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 100 FEET NORTH
 CU0244'OF THE CENTER LINE OF FARM ROAD 2928, 38 FEET EAST OF THE
 CU0244'CENTER OF THE TRACK ROAD, AND 2 FEET WEST OF THE NORTH-SOUTH
 CU0244'FENCE.
 CU0244'
 CU0244'AZIMUTH MARK, A STANDARD DISK STAMPED TAYLOR 2 1965, IS SET
 CU0244'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 CU0244'IT IS 52 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 2928,
 CU0244'AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 CU0244'
 CU0244'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FARM
 CU0244'ROAD 2928 FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 CU0244
 CU0244                          STATION RECOVERY (1965)
 CU0244
 CU0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 CU0244'18.3 MI S FROM MERKEL.
 CU0244'TO REACH FROM THE RAILROAD STATION IN MERKEL, GO WEST ON LOOP 39 FOR
 CU0244'0.25 MILE TO FARM ROAD 126, TURN LEFT, SOUTHERLY, GO 7.2 MILES ALONG
 CU0244'FARM ROAD 126 TO THE JUNCTION OF FARM ROAD 1085, KEEP LEFT AND
 CU0244'CONTINUE ON FARM ROAD 126 FOR 11.1 MILES TO MARK ON THE LEFT.  IT IS
 CU0244'112 FEET SOUTHEAST OF THE CENTER LINE OF FARM ROAD 126, 132 FEET NORTH
 CU0244'OF THE CENTER LINE OF FARM ROAD 2928, 40 FEET EAST OF THE CENTER OF A
 CU0244'TRACK ROAD, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND 2 FEET
 CU0244'SOUTHWEST OF A METAL WITNESS POST.  A STANDARD TRIANGULATION STATION
 CU0244'DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 CU0244'ABOVE THE SURFACE OF GROUND.
 CU0244
 CU0244                          STATION RECOVERY (1994)
 CU0244
 CU0244'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0243 ***********************************************************************
 CU0243  DESIGNATION -  TAYLOR AZ MK
 CU0243  PID         -  CU0243
 CU0243  STATE/COUNTY-  TX/TAYLOR
 CU0243  USGS QUAD   -  NOLAN (1984)
 CU0243
 CU0243                         *CURRENT SURVEY CONTROL
 CU0243  ___________________________________________________________________
 CU0243* NAD 83(1986)-  32 17 54.     (N)    100 07 36.     (W)     SCALED    
 CU0243* NAVD 88     -       757.845  (meters)    2486.36   (feet)  ADJUSTED  
 CU0243  ___________________________________________________________________
 CU0243  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CU0243  DYNAMIC HT  -         756.832 (meters)    2483.04  (feet)  COMP
 CU0243  MODELED GRAV-     979,276.5   (mgal)                       NAVD 88
 CU0243
 CU0243  VERT ORDER  -  SECOND    CLASS 0
 CU0243
 CU0243.The horizontal coordinates were scaled from a topographic map and have
 CU0243.an estimated accuracy of +/- 6 seconds.
 CU0243
 CU0243.The orthometric height was determined by differential leveling
 CU0243.and adjusted by the National Geodetic Survey in June 1991..
 CU0243
 CU0243.The geoid height was determined by GEOID03.
 CU0243
 CU0243.The dynamic height is computed by dividing the NAVD 88
 CU0243.geopotential number by the normal gravity value computed on the
 CU0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0243.degrees latitude (g = 980.6199 gals.).
 CU0243
 CU0243.The modeled gravity was interpolated from observed gravity values.
 CU0243
 CU0243;                    North         East    Units  Estimated Accuracy
 CU0243;SPC TXNC     - 2,071,230.      446,800.      MT  (+/- 180 meters Scaled)
 CU0243
 CU0243                          SUPERSEDED SURVEY CONTROL
 CU0243
 CU0243  NGVD 29 (??/??/92)  757.642  (m)         2485.70   (f) ADJ UNCH    2 0
 CU0243
 CU0243.Superseded values are not recommended for survey control.
 CU0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0243.See file dsdata.txt to determine how the superseded data were derived.
 CU0243
 CU0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA939740(NAD 83)
 CU0243_MARKER: DZ = AZIMUTH MARK DISK
 CU0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0243_STAMPING: TAYLOR 1961
 CU0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0243+STABILITY: SURFACE MOTION
 CU0243
 CU0243  HISTORY     - Date     Condition        Report By
 CU0243  HISTORY     - 1961     MONUMENTED       CGS
 CU0243  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0243
 CU0243                          STATION DESCRIPTION
 CU0243
 CU0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0243'18.8 MI S FROM MERKEL.
 CU0243'18.2 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0243'THENCE 0.6 MILE EAST ALONG A GRAVEL ROAD, 21 FEET SOUTH OF THE CENTER
 CU0243'OF GRAVEL ROAD, 2 FEET WEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A
 CU0243'METAL WITNESS POST WITH SIGN, 6 INCHES SOUTH OF A FENCE, SET IN TOP OF
 CU0243'A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 CU0243
 CU0243                          STATION RECOVERY (1994)
 CU0243
 CU0243'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1142 ***********************************************************************
 CT1142  DESIGNATION -  TAYLOR CO ELEC COOP RAD MAST
 CT1142  PID         -  CT1142
 CT1142  STATE/COUNTY-  TX/TAYLOR
 CT1142  USGS QUAD   -  VIEW (1984)
 CT1142
 CT1142                         *CURRENT SURVEY CONTROL
 CT1142  ___________________________________________________________________
 CT1142* NAD 83(1993)-  32 22 00.20686(N)    099 58 44.61652(W)     ADJUSTED  
 CT1142* NAVD 88     -                                                        
 CT1142  ___________________________________________________________________
 CT1142  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CT1142  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CT1142
 CT1142  HORZ ORDER  -  THIRD
 CT1142
 CT1142.The horizontal coordinates were established by classical geodetic methods
 CT1142.and adjusted by the National Geodetic Survey in February 1996..
 CT1142
 CT1142
 CT1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1142
 CT1142.The geoid height was determined by GEOID03.
 CT1142
 CT1142;                    North         East     Units Scale Factor Converg.
 CT1142;SPC TXNC     - 2,078,610.333   460,810.558   MT  0.99994354   -0 48 24.0
 CT1142;SPC TXNC     - 6,819,574.07  1,511,842.64   sFT  0.99994354   -0 48 24.0
 CT1142;UTM  14      - 3,581,506.796   407,890.581   MT  0.99970462   -0 31 27.0
 CT1142
 CT1142                          SUPERSEDED SURVEY CONTROL
 CT1142
 CT1142  NAD 83(1986)-  32 22 00.21298(N)    099 58 44.60452(W) AD(       ) 4
 CT1142  NAD 27      -  32 21 59.76000(N)    099 58 43.27000(W) AD(       ) 3
 CT1142
 CT1142.Superseded values are not recommended for survey control.
 CT1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1142.See file dsdata.txt to determine how the superseded data were derived.
 CT1142
 CT1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0789181507(NAD 83)
 CT1142_MARKER: 42 = RADIO/TV MAST
 CT1142
 CT1142  HISTORY     - Date     Condition        Report By
 CT1142  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1142
 CT1142                          STATION DESCRIPTION
 CT1142
 CT1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1142'THE STATION IS ON THE NORTH SIDE OF A VERY PROMINENT RIDGE
 CT1142'15-1/2 MILES SOUTHWEST OF ABILENE, 7-1/2 MILES SOUTHEAST OF
 CT1142'MERKEL, 6 MILES NORTHWEST OF VIEW AND ON PROPERTY OWNED BY
 CT1142'MR. H.A. TILLETT.
 CT1142'
 CT1142'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CT1142'TILLETT, DISTANCE BEING 103.82 FEET (31.644 METERS) SOUTHWEST
 CT1142'OF STATION TILLETT.  THE MAST IS A RED AND WHITE STEEL STRUCTURE
 CT1142'200 FEET HIGH.  THIS MAST AT THE PRESENT TIME IS NOT A RADIO
 CT1142'RELAY MAST BUT WITHIN THE NEXT TWO MONTHS IT WILL BE ACCORDING
 CT1142'TO THE OWNERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5769 ***********************************************************************
 DG5769  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5769  DESIGNATION -  TAYLOR CORS ARP
 DG5769  CORS_ID     -  TXTA
 DG5769  PID         -  DG5769
 DG5769  STATE/COUNTY-  TX/WILLIAMSON
 DG5769  USGS QUAD   -  TAYLOR (1989)
 DG5769
 DG5769                         *CURRENT SURVEY CONTROL
 DG5769  ___________________________________________________________________
 DG5769* NAD 83(CORS)-  30 33 51.19347(N)    097 26 42.11634(W)     ADJUSTED  
 DG5769* NAVD 88     -                                                        
 DG5769  ___________________________________________________________________
 DG5769  EPOCH DATE  -        2002.00
 DG5769  X           -    -712,253.513 (meters)                     COMP
 DG5769  Y           -  -5,450,504.331 (meters)                     COMP
 DG5769  Z           -   3,224,462.714 (meters)                     COMP
 DG5769  ELLIP HEIGHT-         149.00  (meters)          (06/??/04) GPS OBS
 DG5769  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DG5769
 DG5769  HORZ ORDER  -  SPECIAL (CORS)
 DG5769  ELLP ORDER  -  SPECIAL (CORS)
 DG5769
 DG5769.ITRF positions are available for this station.
 DG5769.The coordinates were established by GPS observations
 DG5769.and adjusted by the National Geodetic Survey in June 2004..
 DG5769.The coordinates are valid at the epoch date displayed above.
 DG5769.The epoch date for horizontal control is a decimal equivalence
 DG5769.of Year/Month/Day.
 DG5769
 DG5769
 DG5769.The PID for the CORS L1 Phase Center is DH5964.
 DG5769
 DG5769.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5769
 DG5769.The ellipsoidal height was determined by GPS observations
 DG5769.and is referenced to NAD 83.
 DG5769
 DG5769.The geoid height was determined by GEOID03.
 DG5769
 DG5769;                    North         East     Units Scale Factor Converg.
 DG5769;SPC TX C     - 3,103,095.539   977,035.586   MT  0.99991066   +1 29 15.5
 DG5769;SPC TX C     -10,180,739.28  3,205,490.92   sFT  0.99991066   +1 29 15.5
 DG5769
 DG5769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5769!SPC TX C     -   0.99997660  x   0.99991066  =   0.99988726
 DG5769
 DG5769                          SUPERSEDED SURVEY CONTROL
 DG5769
 DG5769.No superseded survey control is available for this station.
 DG5769
 DG5769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4912682337(NAD 83)
 DG5769_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5769
 DG5769                          STATION DESCRIPTION
 DG5769
 DG5769'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5769'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5769'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5769'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5769'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5769'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5964 ***********************************************************************
 DH5964  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5964  DESIGNATION -  TAYLOR CORS L1 PHASE CENTER
 DH5964  CORS_ID     -  TXTA
 DH5964  PID         -  DH5964
 DH5964  STATE/COUNTY-  TX/WILLIAMSON
 DH5964  USGS QUAD   -  TAYLOR (1989)
 DH5964
 DH5964                         *CURRENT SURVEY CONTROL
 DH5964  ___________________________________________________________________
 DH5964* NAD 83(CORS)-  30 33 51.19348(N)    097 26 42.11632(W)     ADJUSTED  
 DH5964* NAVD 88     -                                                        
 DH5964  ___________________________________________________________________
 DH5964  EPOCH DATE  -        2002.00
 DH5964  X           -    -712,253.521 (meters)                     COMP
 DH5964  Y           -  -5,450,504.399 (meters)                     COMP
 DH5964  Z           -   3,224,462.755 (meters)                     COMP
 DH5964  ELLIP HEIGHT-         149.08  (meters)          (06/??/04) GPS OBS
 DH5964  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DH5964
 DH5964  HORZ ORDER  -  SPECIAL (CORS)
 DH5964  ELLP ORDER  -  SPECIAL (CORS)
 DH5964
 DH5964.ITRF positions are available for this station.
 DH5964.The coordinates were established by GPS observations
 DH5964.and adjusted by the National Geodetic Survey in June 2004..
 DH5964.The coordinates are valid at the epoch date displayed above.
 DH5964.The epoch date for horizontal control is a decimal equivalence
 DH5964.of Year/Month/Day.
 DH5964
 DH5964
 DH5964.The PID for the CORS ARP is DG5769.
 DH5964
 DH5964.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5964
 DH5964.The ellipsoidal height was determined by GPS observations
 DH5964.and is referenced to NAD 83.
 DH5964
 DH5964.The geoid height was determined by GEOID03.
 DH5964
 DH5964;                    North         East     Units Scale Factor Converg.
 DH5964;SPC TX C     - 3,103,095.539   977,035.587   MT  0.99991066   +1 29 15.5
 DH5964;SPC TX C     -10,180,739.28  3,205,490.92   sFT  0.99991066   +1 29 15.5
 DH5964
 DH5964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5964!SPC TX C     -   0.99997659  x   0.99991066  =   0.99988725
 DH5964
 DH5964                          SUPERSEDED SURVEY CONTROL
 DH5964
 DH5964.No superseded survey control is available for this station.
 DH5964
 DH5964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4912682337(NAD 83)
 DH5964_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5964
 DH5964                          STATION DESCRIPTION
 DH5964
 DH5964'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5964'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5964'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5964'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5964'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5964'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0242 ***********************************************************************
 CU0242  DESIGNATION -  TAYLOR RM 1
 CU0242  PID         -  CU0242
 CU0242  STATE/COUNTY-  TX/TAYLOR
 CU0242  USGS QUAD   -  NOLAN (1984)
 CU0242
 CU0242                         *CURRENT SURVEY CONTROL
 CU0242  ___________________________________________________________________
 CU0242* NAD 83(1986)-  32 17 54.     (N)    100 08 15.     (W)     SCALED    
 CU0242* NAVD 88     -       758.281  (meters)    2487.79   (feet)  ADJUSTED  
 CU0242  ___________________________________________________________________
 CU0242  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0242  DYNAMIC HT  -         757.268 (meters)    2484.47  (feet)  COMP
 CU0242  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 CU0242
 CU0242  VERT ORDER  -  SECOND    CLASS 0
 CU0242
 CU0242.The horizontal coordinates were scaled from a topographic map and have
 CU0242.an estimated accuracy of +/- 6 seconds.
 CU0242
 CU0242.The orthometric height was determined by differential leveling
 CU0242.and adjusted by the National Geodetic Survey in June 1991..
 CU0242
 CU0242.The geoid height was determined by GEOID03.
 CU0242
 CU0242.The dynamic height is computed by dividing the NAVD 88
 CU0242.geopotential number by the normal gravity value computed on the
 CU0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0242.degrees latitude (g = 980.6199 gals.).
 CU0242
 CU0242.The modeled gravity was interpolated from observed gravity values.
 CU0242
 CU0242;                    North         East    Units  Estimated Accuracy
 CU0242;SPC TXNC     - 2,071,250.      445,780.      MT  (+/- 180 meters Scaled)
 CU0242
 CU0242                          SUPERSEDED SURVEY CONTROL
 CU0242
 CU0242  NGVD 29 (??/??/92)  758.078  (m)         2487.13   (f) ADJ UNCH    2 0
 CU0242
 CU0242.Superseded values are not recommended for survey control.
 CU0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0242.See file dsdata.txt to determine how the superseded data were derived.
 CU0242
 CU0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA929740(NAD 83)
 CU0242_MARKER: DR = REFERENCE MARK DISK
 CU0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0242_STAMPING: TAYLOR RM 1 1961
 CU0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0242+STABILITY: SURFACE MOTION
 CU0242
 CU0242  HISTORY     - Date     Condition        Report By
 CU0242  HISTORY     - 1961     MONUMENTED       CGS
 CU0242  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0242
 CU0242                          STATION DESCRIPTION
 CU0242
 CU0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0242'18.2 MI S FROM MERKEL.
 CU0242'18.2 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0242'48 FEET NORTHWEST OF THE CENTER LINE OF A PAVED ROAD, 2 FEET ABOVE THE
 CU0242'LEVEL OF THE ROAD, 1 FOOT EAST OF A FENCE, SET IN TOP OF A 12 INCH
 CU0242'SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 CU0242
 CU0242                          STATION RECOVERY (1994)
 CU0242
 CU0242'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0582 ***********************************************************************
 BN0582  DESIGNATION -  TAYLOR RM A 1967
 BN0582  PID         -  BN0582
 BN0582  STATE/COUNTY-  TX/BURNET
 BN0582  USGS QUAD   -  JOPPA (1967)
 BN0582
 BN0582                         *CURRENT SURVEY CONTROL
 BN0582  ___________________________________________________________________
 BN0582* NAD 83(1993)-  30 52 11.93949(N)    098 02 48.30066(W)     ADJUSTED  
 BN0582* NAVD 88     -       376.3    (meters)    1235.     (feet)  VERTCON   
 BN0582  ___________________________________________________________________
 BN0582  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 BN0582  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BN0582
 BN0582  HORZ ORDER  -  FIRST
 BN0582
 BN0582.The horizontal coordinates were established by classical geodetic methods
 BN0582.and adjusted by the National Geodetic Survey in February 1996..
 BN0582
 BN0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0582
 BN0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0582
 BN0582.The geoid height was determined by GEOID03.
 BN0582
 BN0582;                    North         East     Units Scale Factor Converg.
 BN0582;SPC TX C     - 3,135,640.643   918,633.479   MT  0.99988436   +1 10 39.8
 BN0582;SPC TX C     -10,287,514.34  3,013,883.34   sFT  0.99988436   +1 10 39.8
 BN0582;UTM  14      - 3,415,581.931   591,128.246   MT  0.99970244   +0 29 20.9
 BN0582
 BN0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0582!SPC TX C     -   0.99994492  x   0.99988436  =   0.99982928
 BN0582!UTM  14      -   0.99994492  x   0.99970244  =   0.99964737
 BN0582
 BN0582|---------------------------------------------------------------------|
 BN0582| PID    Reference Object                     Distance      Geod. Az  |
 BN0582|                                                           dddmmss.s |
 BN0582| BN0581 TAYLOR                               24.875 METERS 08329     |
 BN0582| BN0589 BERTRAM CITY WATER TANK             APPROX.14.2 KM 1830447.6 |
 BN0582| BN0580 BACHELOR RESET                      APPROX.14.7 KM 3403647.8 |
 BN0582|---------------------------------------------------------------------|
 BN0582
 BN0582                          SUPERSEDED SURVEY CONTROL
 BN0582
 BN0582  NAD 83(1986)-  30 52 11.95041(N)    098 02 48.28709(W) AD(       ) 1
 BN0582  NAD 27      -  30 52 11.30022(N)    098 02 47.20453(W) AD(       ) 1
 BN0582  NGVD 29 (07/19/86)  376.2    (m)         1234.     (f) VERT ANG       
 BN0582
 BN0582.Superseded values are not recommended for survey control.
 BN0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0582.See file dsdata.txt to determine how the superseded data were derived.
 BN0582
 BN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9112815582(NAD 83)
 BN0582_MARKER: DS = TRIANGULATION STATION DISK
 BN0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0582+STABILITY: SURFACE MOTION
 BN0582
 BN0582  HISTORY     - Date     Condition        Report By
 BN0582  HISTORY     - 1967     MONUMENTED       CGS
 BN0582
 BN0582                          STATION DESCRIPTION
 BN0582
 BN0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0582'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHEAST OF LAMPASAS,
 BN0582'8 MILES NORTH OF BERTRAM AND 7 MILES WEST-SOUTHWEST OF BRIGGS,
 BN0582'ON LAND OWNED BY THE TAYLOR BROTHERS.
 BN0582'
 BN0582'THE STATION MARK IS A STANDARD DISK STAMPED TAYLOR RM A 1967,
 BN0582'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 BN0582'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 125 FEET SOUTH OF
 BN0582'THE CENTER OF A CATTLE GUARD, 72 FEET EAST OF THE CENTER OF FARM
 BN0582'ROAD 963 AND 33 FEET EAST OF A FENCE.
 BN0582'
 BN0582'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TAYLOR.
 BN0582'
 BN0582'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR STATION
 BN0582'TAYLOR 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1577 ***********************************************************************
 AH1577  DESIGNATION -  TAZA WINDMILL
 AH1577  PID         -  AH1577
 AH1577  STATE/COUNTY-  TX/KLEBERG
 AH1577  USGS QUAD   -  CONCORDIA (1975)
 AH1577
 AH1577                         *CURRENT SURVEY CONTROL
 AH1577  ___________________________________________________________________
 AH1577* NAD 83(1993)-  27 30 31.99641(N)    097 41 09.98849(W)     ADJUSTED  
 AH1577* NAVD 88     -                                                        
 AH1577  ___________________________________________________________________
 AH1577  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AH1577  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AH1577
 AH1577  HORZ ORDER  -  THIRD
 AH1577
 AH1577.The horizontal coordinates were established by classical geodetic methods
 AH1577.and adjusted by the National Geodetic Survey in February 1996..
 AH1577
 AH1577
 AH1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1577
 AH1577.The geoid height was determined by GEOID03.
 AH1577
 AH1577;                    North         East     Units Scale Factor Converg.
 AH1577;SPC TX S     - 5,204,364.625   380,410.085   MT  0.99993392   +0 22 10.2
 AH1577;SPC TX S     -17,074,652.94  1,248,062.09   sFT  0.99993392   +0 22 10.2
 AH1577;UTM  14      - 3,043,488.648   629,772.696   MT  0.99980788   +0 36 25.0
 AH1577
 AH1577                          SUPERSEDED SURVEY CONTROL
 AH1577
 AH1577  NAD 83(1986)-  27 30 32.00699(N)    097 41 09.96374(W) AD(       ) 4
 AH1577  NAD 27      -  27 30 30.87400(N)    097 41 08.98100(W) AD(       ) 3
 AH1577
 AH1577.Superseded values are not recommended for survey control.
 AH1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1577.See file dsdata.txt to determine how the superseded data were derived.
 AH1577
 AH1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2977343489(NAD 83)
 AH1577_MARKER: 66 = WINDMILL
 AH1577
 AH1577  HISTORY     - Date     Condition        Report By
 AH1577  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1577
 AH1577                          STATION DESCRIPTION
 AH1577
 AH1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1577'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 11 MILES EAST
 AH1577'OF KINGSVILLE, ABOUT 1-1/2 MILES SOUTH OF THE MAIN
 AH1577'KINGSVILLE-LAURELES ROAD, ABOUT 1.1 MILES WEST OF A FENCE RUNNING
 AH1577'SOUTH FROM LAS PALMAS CAMP TO TRES ESQUINAS WINDMILL,
 AH1577'83 FT. NW OF A CONCRETE WATER RESERVOIR 2 FT. HIGH, 50
 AH1577'FT. SW OF A SIMILAR RESERVOIR AND 23 FT. SOUTH OF TWO
 AH1577'FENCES.
 AH1577'
 AH1577'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT.
 AH1577'HIGH.
 AH1577'
 AH1577'(TAZA MEANS CUP.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4561 ***********************************************************************
 AW4561  DESIGNATION -  TBR
 AW4561  PID         -  AW4561
 AW4561  STATE/COUNTY-  TX/FORT BEND
 AW4561  USGS QUAD   -  CLODINE (1995)
 AW4561
 AW4561                         *CURRENT SURVEY CONTROL
 AW4561  ___________________________________________________________________
 AW4561* NAD 83(1986)-  29 42 25.     (N)    095 42 02.     (W)     SCALED    
 AW4561* NAVD 88     -        28.43   (+/-2cm)      93.3    (feet)  VERTCON   
 AW4561  ___________________________________________________________________
 AW4561  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW4561
 AW4561  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4561
 AW4561.The horizontal coordinates were scaled from a topographic map and have
 AW4561.an estimated accuracy of +/- 6 seconds.
 AW4561
 AW4561.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4561.The vertical order pertains to the NGVD 29 superseded value.
 AW4561
 AW4561.The geoid height was determined by GEOID03.
 AW4561
 AW4561;                    North         East    Units  Estimated Accuracy
 AW4561;SPC TXSC     - 4,212,150.      919,200.      MT  (+/- 180 meters Scaled)
 AW4561
 AW4561                          SUPERSEDED SURVEY CONTROL
 AW4561
 AW4561  NGVD 29 (??/??/92)   28.426  (m)           93.26   (f) ADJ UNCH    2 0
 AW4561
 AW4561.Superseded values are not recommended for survey control.
 AW4561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4561.See file dsdata.txt to determine how the superseded data were derived.
 AW4561
 AW4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN387893(NAD 83)
 AW4561_MARKER: DD = SURVEY DISK
 AW4561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4561_STAMPING: T-BR BOUNDARY
 AW4561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4561+STABILITY: SURFACE MOTION
 AW4561
 AW4561  HISTORY     - Date     Condition        Report By
 AW4561  HISTORY     - UNK      MONUMENTED       USE
 AW4561  HISTORY     - 1943     GOOD             NGS
 AW4561  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW4561  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4561  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4561
 AW4561                          STATION DESCRIPTION
 AW4561
 AW4561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4561'0.8 MI W FROM CLODINE.
 AW4561'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4561'STATION AT CLODINE-- PROCEED 0.8 MILE WESTERLY ALONG THE RAILROAD TO
 AW4561'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.45 MILE EAST OF MILEPOST
 AW4561'22, AND 60.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AW4561'CENTERLINE OF ROAD.  IT IS 2.3 FEET EAST OF A FENCE CORNER, 0.3 FOOT
 AW4561'NORTH OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET NORTHEAST OF A 4X4-INCH
 AW4561'WOODEN MARKER POST.  MONUMENT PROJECTS 0.6 FOOT.  NOTE-- IT IS ABOUT
 AW4561'285.0 FEET EAST OF A CONCRETE ROAD CULVERT.
 AW4561
 AW4561                          STATION RECOVERY (1998)
 AW4561
 AW4561'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4561'MARK NOT FOUND.
 AW4561
 AW4561                          STATION RECOVERY (1998)
 AW4561
 AW4561'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4561'MARK NOT FOUND.
 AW4561
 AW4561                          STATION RECOVERY (2004)
 AW4561
 AW4561'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1660 ***********************************************************************
 AB1660  DESIGNATION -  TBR
 AB1660  PID         -  AB1660
 AB1660  STATE/COUNTY-  TX/HIDALGO
 AB1660  USGS QUAD   -  EDCOUCH (1980)
 AB1660
 AB1660                         *CURRENT SURVEY CONTROL
 AB1660  ___________________________________________________________________
 AB1660* NAD 83(1993)-  26 17 40.27495(N)    097 55 43.68391(W)     ADJUSTED  
 AB1660* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 AB1660  ___________________________________________________________________
 AB1660  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB1660  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AB1660
 AB1660  HORZ ORDER  -  SECOND
 AB1660
 AB1660.The horizontal coordinates were established by classical geodetic methods
 AB1660.and adjusted by the National Geodetic Survey in February 1996..
 AB1660
 AB1660.The orthometric height was scaled from a topographic map.
 AB1660
 AB1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1660
 AB1660.The geoid height was determined by GEOID03.
 AB1660
 AB1660;                    North         East     Units Scale Factor Converg.
 AB1660;SPC TX S     - 5,069,691.574   357,041.886   MT  0.99997026   +0 15 33.6
 AB1660;SPC TX S     -16,632,813.11  1,171,394.92   sFT  0.99997026   +0 15 33.6
 AB1660;UTM  14      - 2,908,743.690   606,938.172   MT  0.99974119   +0 28 28.5
 AB1660
 AB1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1660!SPC TX S     -   1.00000103  x   0.99997026  =   0.99997129
 AB1660!UTM  14      -   1.00000103  x   0.99974119  =   0.99974222
 AB1660
 AB1660                          SUPERSEDED SURVEY CONTROL
 AB1660
 AB1660  NAD 83(1986)-  26 17 40.28269(N)    097 55 43.64770(W) AD(       ) 2
 AB1660  NAD 27      -  26 17 39.02700(N)    097 55 42.64212(W) AD(       ) 2
 AB1660
 AB1660.Superseded values are not recommended for survey control.
 AB1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1660.See file dsdata.txt to determine how the superseded data were derived.
 AB1660
 AB1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0693808744(NAD 83)
 AB1660_MARKER: DB = BENCH MARK DISK
 AB1660_SETTING: 0 = UNSPECIFIED SETTING
 AB1660
 AB1660  HISTORY     - Date     Condition        Report By
 AB1660  HISTORY     - 1947     MONUMENTED       CGS
 AB1660
 AB1660                          STATION DESCRIPTION
 AB1660
 AB1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1660'STATION IS LOCATED 0.2 MILE SOUTH OF THE RAILROAD CROSSING
 AB1660'IN LA VILLA IN THE NORTHEAST ANGLE OF STATE HIGHWAY 107 AND
 AB1660'PAVED ROAD.  IT IS IN THE EAST SIDE OF IRRIGATION CANAL GATE,
 AB1660'14 FEET NORTH OF THE SOUTH END OF GATE.  THE MARK IS SET IN
 AB1660'THE CONCRETE OF IRRIGATION CANAL GATE AND THE DISK IS A
 AB1660'STANDARD TBR BM DISK NOT STAMPED.  A TRAVERSE CONNECTION WAS
 AB1660'MADE TO TRIANGULATION STATION LA VILLA AND THE DISTANCE WAS
 AB1660'FOUND TO BE 11.278 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0425 ***********************************************************************
 FL0425  DESIGNATION -  TC 10
 FL0425  PID         -  FL0425
 FL0425  STATE/COUNTY-  TX/GRAY
 FL0425  USGS QUAD   -  LEFORS (1967)
 FL0425
 FL0425                         *CURRENT SURVEY CONTROL
 FL0425  ___________________________________________________________________
 FL0425* NAD 83(1986)-  35 22 36.     (N)    100 46 50.     (W)     SCALED    
 FL0425* NAVD 88     -       893.555  (meters)    2931.61   (feet)  ADJUSTED  
 FL0425  ___________________________________________________________________
 FL0425  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL0425  DYNAMIC HT  -         892.596 (meters)    2928.46  (feet)  COMP
 FL0425  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 FL0425
 FL0425  VERT ORDER  -  SECOND    CLASS 0
 FL0425
 FL0425.The horizontal coordinates were scaled from a topographic map and have
 FL0425.an estimated accuracy of +/- 6 seconds.
 FL0425
 FL0425.The orthometric height was determined by differential leveling
 FL0425.and adjusted by the National Geodetic Survey in June 1991..
 FL0425
 FL0425.The geoid height was determined by GEOID03.
 FL0425
 FL0425.The dynamic height is computed by dividing the NAVD 88
 FL0425.geopotential number by the normal gravity value computed on the
 FL0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0425.degrees latitude (g = 980.6199 gals.).
 FL0425
 FL0425.The modeled gravity was interpolated from observed gravity values.
 FL0425
 FL0425;                    North         East    Units  Estimated Accuracy
 FL0425;SPC TX N     - 1,152,960.      265,370.      MT  (+/- 180 meters Scaled)
 FL0425
 FL0425                          SUPERSEDED SURVEY CONTROL
 FL0425
 FL0425  NGVD 29 (??/??/92)  893.217  (m)         2930.50   (f) ADJ UNCH    2 0
 FL0425
 FL0425.Superseded values are not recommended for survey control.
 FL0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0425.See file dsdata.txt to determine how the superseded data were derived.
 FL0425
 FL0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE382162(NAD 83)
 FL0425_MARKER: DB = BENCH MARK DISK
 FL0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0425_STAMPING: TC-10 1926
 FL0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0425+STABILITY: SURFACE MOTION
 FL0425
 FL0425  HISTORY     - Date     Condition        Report By
 FL0425  HISTORY     - 1926     MONUMENTED       USGS
 FL0425  HISTORY     - 1935     GOOD             NGS
 FL0425  HISTORY     - 1941     MARK NOT FOUND   LOCENG
 FL0425
 FL0425                          STATION DESCRIPTION
 FL0425
 FL0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0425'5.0 MI S FROM LEFORS.
 FL0425'TO REACH BENCHMARK FROM POST OFFICE GO 5.0 MILES SOUTH ALONG GRADED
 FL0425'ROAD.  BENCHMARK IS IN VALLEY.  2.0 MILES NORTH OF ROAD INTERSECTION.
 FL0425'33.2 FEET WEST OF CENTER-LINE OF ROAD.  6.0 FEET NORTH OF SECTION LINE
 FL0425'FENCE.  5.9 FEET WEST OF RIGHT-OF-WAY FENCE.
 FL0425
 FL0425                          STATION RECOVERY (1941)
 FL0425
 FL0425'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 FL0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0424 ***********************************************************************
 FL0424  DESIGNATION -  TC 11
 FL0424  PID         -  FL0424
 FL0424  STATE/COUNTY-  TX/GRAY
 FL0424  USGS QUAD   -  LEFORS (1967)
 FL0424
 FL0424                         *CURRENT SURVEY CONTROL
 FL0424  ___________________________________________________________________
 FL0424* NAD 83(1986)-  35 23 42.     (N)    100 47 51.     (W)     SCALED    
 FL0424* NAVD 88     -       891.957  (meters)    2926.36   (feet)  ADJUSTED  
 FL0424  ___________________________________________________________________
 FL0424  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL0424  DYNAMIC HT  -         890.999 (meters)    2923.22  (feet)  COMP
 FL0424  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 FL0424
 FL0424  VERT ORDER  -  SECOND    CLASS 0
 FL0424
 FL0424.The horizontal coordinates were scaled from a topographic map and have
 FL0424.an estimated accuracy of +/- 6 seconds.
 FL0424
 FL0424.The orthometric height was determined by differential leveling
 FL0424.and adjusted by the National Geodetic Survey in June 1991..
 FL0424
 FL0424.The geoid height was determined by GEOID03.
 FL0424
 FL0424.The dynamic height is computed by dividing the NAVD 88
 FL0424.geopotential number by the normal gravity value computed on the
 FL0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0424.degrees latitude (g = 980.6199 gals.).
 FL0424
 FL0424.The modeled gravity was interpolated from observed gravity values.
 FL0424
 FL0424;                    North         East    Units  Estimated Accuracy
 FL0424;SPC TX N     - 1,154,980.      263,810.      MT  (+/- 180 meters Scaled)
 FL0424
 FL0424                          SUPERSEDED SURVEY CONTROL
 FL0424
 FL0424  NGVD 29 (??/??/92)  891.625  (m)         2925.27   (f) ADJ UNCH    2 0
 FL0424
 FL0424.Superseded values are not recommended for survey control.
 FL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0424.See file dsdata.txt to determine how the superseded data were derived.
 FL0424
 FL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE367183(NAD 83)
 FL0424_MARKER: DD = SURVEY DISK
 FL0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0424_STAMPING: T C 11 1926
 FL0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0424+STABILITY: SURFACE MOTION
 FL0424
 FL0424  HISTORY     - Date     Condition        Report By
 FL0424  HISTORY     - 1926     MONUMENTED       USGS
 FL0424  HISTORY     - 1935     GOOD             NGS
 FL0424
 FL0424                          STATION DESCRIPTION
 FL0424
 FL0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0424'2.8 MI S FROM LEFORS.
 FL0424'2.8 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS,
 FL0424'0.3 MILE EAST OF A FARMHOUSE, 24.7 FEET NORTH OF THE CENTERLINE OF THE
 FL0424'ROAD, AND 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES
 FL0424'GEOLOGICAL SURVEY STANDARD DISK, STAMPED T C 11 1926 AND SET IN THE
 FL0424'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0510 ***********************************************************************
 FL0510  DESIGNATION -  TC 13
 FL0510  PID         -  FL0510
 FL0510  STATE/COUNTY-  TX/GRAY
 FL0510  USGS QUAD   -  LEFORS (1967)
 FL0510
 FL0510                         *CURRENT SURVEY CONTROL
 FL0510  ___________________________________________________________________
 FL0510* NAD 83(1986)-  35 26 31.     (N)    100 48 41.     (W)     SCALED    
 FL0510* NAVD 88     -       857.233  (meters)    2812.44   (feet)  ADJUSTED  
 FL0510  ___________________________________________________________________
 FL0510  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL0510  DYNAMIC HT  -         856.309 (meters)    2809.41  (feet)  COMP
 FL0510  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 FL0510
 FL0510  VERT ORDER  -  SECOND    CLASS 0
 FL0510
 FL0510.The horizontal coordinates were scaled from a topographic map and have
 FL0510.an estimated accuracy of +/- 6 seconds.
 FL0510
 FL0510.The orthometric height was determined by differential leveling
 FL0510.and adjusted by the National Geodetic Survey in June 1991..
 FL0510.WARNING-Repeat measurements at this control monument indicate possible
 FL0510.vertical movement.
 FL0510
 FL0510.The geoid height was determined by GEOID03.
 FL0510
 FL0510.The dynamic height is computed by dividing the NAVD 88
 FL0510.geopotential number by the normal gravity value computed on the
 FL0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0510.degrees latitude (g = 980.6199 gals.).
 FL0510
 FL0510.The modeled gravity was interpolated from observed gravity values.
 FL0510
 FL0510;                    North         East    Units  Estimated Accuracy
 FL0510;SPC TX N     - 1,160,180.      262,520.      MT  (+/- 180 meters Scaled)
 FL0510
 FL0510                          SUPERSEDED SURVEY CONTROL
 FL0510
 FL0510  NGVD 29 (??/??/92)  856.854  (m)         2811.20   (f) ADJ UNCH    2 0
 FL0510
 FL0510.Superseded values are not recommended for survey control.
 FL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0510.See file dsdata.txt to determine how the superseded data were derived.
 FL0510
 FL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE355235(NAD 83)
 FL0510_MARKER: DB = BENCH MARK DISK
 FL0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0510_STAMPING: TC-13 1926
 FL0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0510+STABILITY: SURFACE MOTION
 FL0510
 FL0510  HISTORY     - Date     Condition        Report By
 FL0510  HISTORY     - 1926     MONUMENTED       USGS
 FL0510  HISTORY     - 1934     GOOD             NGS
 FL0510  HISTORY     - 1943     GOOD             NGS
 FL0510
 FL0510                          STATION DESCRIPTION
 FL0510
 FL0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0510'IN LEFORS.
 FL0510'0.56 MILE NW OF COURT HOUSE SQUARE.  50 FT. N OF NW CORNER OF TOWN
 FL0510'SITE SECTION IN SW CORNER OF ORCHARD.
 FL0510
 FL0510                          STATION RECOVERY (1943)
 FL0510
 FL0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0514 ***********************************************************************
 FL0514  DESIGNATION -  TC 16 RESET 1961
 FL0514  PID         -  FL0514
 FL0514  STATE/COUNTY-  TX/GRAY
 FL0514  USGS QUAD   -  BOWERS CITY (1976)
 FL0514
 FL0514                         *CURRENT SURVEY CONTROL
 FL0514  ___________________________________________________________________
 FL0514* NAD 83(1986)-  35 29 43.     (N)    100 53 12.     (W)     SCALED    
 FL0514* NAVD 88     -       964.86   (+/-2cm)    3165.5    (feet)  VERTCON   
 FL0514  ___________________________________________________________________
 FL0514  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FL0514
 FL0514  VERT ORDER  -  THIRD (See Below)
 FL0514
 FL0514.The horizontal coordinates were scaled from a topographic map and have
 FL0514.an estimated accuracy of +/- 6 seconds.
 FL0514
 FL0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0514.The vertical order pertains to the NGVD 29 superseded value.
 FL0514
 FL0514.The geoid height was determined by GEOID03.
 FL0514
 FL0514;                    North         East    Units  Estimated Accuracy
 FL0514;SPC TX N     - 1,166,050.      255,650.      MT  (+/- 180 meters Scaled)
 FL0514
 FL0514                          SUPERSEDED SURVEY CONTROL
 FL0514
 FL0514  NGVD 29 (??/??/??)  964.45   (m)         3164.2    (f) RESET       3  
 FL0514
 FL0514.Superseded values are not recommended for survey control.
 FL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0514.See file dsdata.txt to determine how the superseded data were derived.
 FL0514
 FL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE288296(NAD 83)
 FL0514_MARKER: DD = SURVEY DISK
 FL0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0514_STAMPING: TC 16 1936 RESET 1961
 FL0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0514+STABILITY: SURFACE MOTION
 FL0514
 FL0514  HISTORY     - Date     Condition        Report By
 FL0514  HISTORY     - 1961     MONUMENTED       TXHD
 FL0514  HISTORY     - 1961     GOOD             USGS
 FL0514
 FL0514                          STATION DESCRIPTION
 FL0514
 FL0514'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FL0514'6.0 MI SE FROM PAMPA.
 FL0514'PAMPA, 2.0 MI. S. AND 4.0 MI. E. OF, 0.5 MI. E. OF PLAINS.  24 FT. N.
 FL0514'OF PAMPA-LEFORS RD. IN CONCRETE POST, STANDARD TABLET STAMPED TC 16
 FL0514'1936 RESET 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0515 ***********************************************************************
 FL0515  DESIGNATION -  TC 17
 FL0515  PID         -  FL0515
 FL0515  STATE/COUNTY-  TX/GRAY
 FL0515  USGS QUAD   -  BOWERS CITY (1976)
 FL0515
 FL0515                         *CURRENT SURVEY CONTROL
 FL0515  ___________________________________________________________________
 FL0515* NAD 83(1986)-  35 29 50.     (N)    100 55 36.     (W)     SCALED    
 FL0515* NAVD 88     -       984.048  (meters)    3228.50   (feet)  ADJUSTED  
 FL0515  ___________________________________________________________________
 FL0515  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 FL0515  DYNAMIC HT  -         982.968 (meters)    3224.95  (feet)  COMP
 FL0515  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 FL0515
 FL0515  VERT ORDER  -  SECOND    CLASS 0
 FL0515
 FL0515.The horizontal coordinates were scaled from a topographic map and have
 FL0515.an estimated accuracy of +/- 6 seconds.
 FL0515
 FL0515.The orthometric height was determined by differential leveling
 FL0515.and adjusted by the National Geodetic Survey in June 1991..
 FL0515
 FL0515.The geoid height was determined by GEOID03.
 FL0515
 FL0515.The dynamic height is computed by dividing the NAVD 88
 FL0515.geopotential number by the normal gravity value computed on the
 FL0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0515.degrees latitude (g = 980.6199 gals.).
 FL0515
 FL0515.The modeled gravity was interpolated from observed gravity values.
 FL0515
 FL0515;                    North         East    Units  Estimated Accuracy
 FL0515;SPC TX N     - 1,166,250.      252,020.      MT  (+/- 180 meters Scaled)
 FL0515
 FL0515                          SUPERSEDED SURVEY CONTROL
 FL0515
 FL0515  NGVD 29 (??/??/92)  983.636  (m)         3227.15   (f) ADJ UNCH    2 0
 FL0515
 FL0515.Superseded values are not recommended for survey control.
 FL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0515.See file dsdata.txt to determine how the superseded data were derived.
 FL0515
 FL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE252298(NAD 83)
 FL0515_MARKER: DD = SURVEY DISK
 FL0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0515_STAMPING: TC-17 1926
 FL0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0515+STABILITY: SURFACE MOTION
 FL0515
 FL0515  HISTORY     - Date     Condition        Report By
 FL0515  HISTORY     - 1926     MONUMENTED       USGS
 FL0515  HISTORY     - 1934     GOOD             NGS
 FL0515  HISTORY     - 1943     GOOD             NGS
 FL0515
 FL0515                          STATION DESCRIPTION
 FL0515
 FL0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0515'3.5 MI SE FROM PAMPA.
 FL0515'2.0 MILES S OF AND 1.5 MILES E OF ALONG THE PAMPA-LEFORS ROAD.  0.5
 FL0515'MILE N OF ROAD CROSSING AT MILE POST N-327.2.  SET IN NE CORNER OF A T
 FL0515'ROAD INTERSECTION ON SW CORNER OF PASTURE.
 FL0515
 FL0515                          STATION RECOVERY (1943)
 FL0515
 FL0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0639 ***********************************************************************
 FL0639  DESIGNATION -  TC 18
 FL0639  PID         -  FL0639
 FL0639  STATE/COUNTY-  TX/GRAY
 FL0639  USGS QUAD   -  PAMPA (1963)
 FL0639
 FL0639                         *CURRENT SURVEY CONTROL
 FL0639  ___________________________________________________________________
 FL0639* NAD 83(1986)-  35 31 32.     (N)    100 57 22.     (W)     SCALED    
 FL0639* NAVD 88     -       985.827  (meters)    3234.33   (feet)  ADJUSTED  
 FL0639  ___________________________________________________________________
 FL0639  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL0639  DYNAMIC HT  -         984.733 (meters)    3230.74  (feet)  COMP
 FL0639  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 FL0639
 FL0639  VERT ORDER  -  SECOND    CLASS 0
 FL0639
 FL0639.The horizontal coordinates were scaled from a topographic map and have
 FL0639.an estimated accuracy of +/- 6 seconds.
 FL0639
 FL0639.The orthometric height was determined by differential leveling
 FL0639.and adjusted by the National Geodetic Survey in June 1991..
 FL0639
 FL0639.The geoid height was determined by GEOID03.
 FL0639
 FL0639.The dynamic height is computed by dividing the NAVD 88
 FL0639.geopotential number by the normal gravity value computed on the
 FL0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0639.degrees latitude (g = 980.6199 gals.).
 FL0639
 FL0639.The modeled gravity was interpolated from observed gravity values.
 FL0639
 FL0639;                    North         East    Units  Estimated Accuracy
 FL0639;SPC TX N     - 1,169,380.      249,330.      MT  (+/- 180 meters Scaled)
 FL0639
 FL0639                          SUPERSEDED SURVEY CONTROL
 FL0639
 FL0639  NGVD 29 (??/??/92)  985.406  (m)         3232.95   (f) ADJ UNCH    2 0
 FL0639
 FL0639.Superseded values are not recommended for survey control.
 FL0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0639.See file dsdata.txt to determine how the superseded data were derived.
 FL0639
 FL0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE226330(NAD 83)
 FL0639_MARKER: DD = SURVEY DISK
 FL0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0639_STAMPING: TC-18 1926
 FL0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0639+STABILITY: SURFACE MOTION
 FL0639
 FL0639  HISTORY     - Date     Condition        Report By
 FL0639  HISTORY     - 1926     MONUMENTED       USGS
 FL0639  HISTORY     - 1934     GOOD             NGS
 FL0639
 FL0639                          STATION DESCRIPTION
 FL0639
 FL0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0639'1.0 MI S FROM PAMPA.
 FL0639'1.0 MILES S OF AND 1.0 MILE E OF AND ALONG THE F.W. AND D.R.R. 0.9
 FL0639'MILE E OF ROAD CROSSING AT CITY LIMIT ON THE RAILROAD.  28 FT. E OF E
 FL0639'BOUNDARY FENCE OF CITIES SERVICE PAMPA COMPRESSOR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0643 ***********************************************************************
 FL0643  DESIGNATION -  TC 19
 FL0643  PID         -  FL0643
 FL0643  STATE/COUNTY-  TX/GRAY
 FL0643  USGS QUAD   -  PAMPA (1963)
 FL0643
 FL0643                         *CURRENT SURVEY CONTROL
 FL0643  ___________________________________________________________________
 FL0643* NAD 83(1986)-  35 31 07.     (N)    100 58 18.     (W)     SCALED    
 FL0643* NAVD 88     -       988.482  (meters)    3243.04   (feet)  ADJUSTED  
 FL0643  ___________________________________________________________________
 FL0643  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0643  DYNAMIC HT  -         987.385 (meters)    3239.45  (feet)  COMP
 FL0643  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 FL0643
 FL0643  VERT ORDER  -  SECOND    CLASS 0
 FL0643
 FL0643.The horizontal coordinates were scaled from a topographic map and have
 FL0643.an estimated accuracy of +/- 6 seconds.
 FL0643
 FL0643.The orthometric height was determined by differential leveling
 FL0643.and adjusted by the National Geodetic Survey in June 1991..
 FL0643
 FL0643.The geoid height was determined by GEOID03.
 FL0643
 FL0643.The dynamic height is computed by dividing the NAVD 88
 FL0643.geopotential number by the normal gravity value computed on the
 FL0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0643.degrees latitude (g = 980.6199 gals.).
 FL0643
 FL0643.The modeled gravity was interpolated from observed gravity values.
 FL0643
 FL0643;                    North         East    Units  Estimated Accuracy
 FL0643;SPC TX N     - 1,168,600.      247,920.      MT  (+/- 180 meters Scaled)
 FL0643
 FL0643                          SUPERSEDED SURVEY CONTROL
 FL0643
 FL0643  NGVD 29 (??/??/92)  988.056  (m)         3241.65   (f) ADJ UNCH    2 0
 FL0643
 FL0643.Superseded values are not recommended for survey control.
 FL0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0643.See file dsdata.txt to determine how the superseded data were derived.
 FL0643
 FL0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE212323(NAD 83)
 FL0643_MARKER: DD = SURVEY DISK
 FL0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0643_STAMPING: TC 19 1926
 FL0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0643+STABILITY: SURFACE MOTION
 FL0643
 FL0643  HISTORY     - Date     Condition        Report By
 FL0643  HISTORY     - 1926     MONUMENTED       USGS
 FL0643  HISTORY     - 1934     GOOD             NGS
 FL0643  HISTORY     - 1943     GOOD             NGS
 FL0643
 FL0643                          STATION DESCRIPTION
 FL0643
 FL0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0643'1.4 MI S FROM PAMPA.
 FL0643'1.4 MILES S OF AND ALONG STATE HWY NO. 88.  MARK IS IN SW CORNER OF A
 FL0643'YARD SURROUNDED BY A WIRE WOVEN FENCE.  50 FT. E. OF CENTER OF HIGHWAY
 FL0643'AND 30 FT. N OF CENTER OF A CROSS ROAD.
 FL0643
 FL0643                          STATION RECOVERY (1943)
 FL0643
 FL0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1632 ***********************************************************************
 FL1632  DESIGNATION -  TC 28 USGS 1951
 FL1632  PID         -  FL1632
 FL1632  STATE/COUNTY-  TX/CARSON
 FL1632  USGS QUAD   -  SKELLYTOWN (1978)
 FL1632
 FL1632                         *CURRENT SURVEY CONTROL
 FL1632  ___________________________________________________________________
 FL1632* NAD 83(1993)-  35 30 07.79255(N)    101 11 07.03563(W)     ADJUSTED  
 FL1632* NAVD 88     -      1022.82   (+/-2cm)    3355.7    (feet)  VERTCON   
 FL1632  ___________________________________________________________________
 FL1632  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 FL1632  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL1632
 FL1632  HORZ ORDER  -  SECOND
 FL1632  VERT ORDER  -  THIRD ? (See Below)
 FL1632
 FL1632.The horizontal coordinates were established by classical geodetic methods
 FL1632.and adjusted by the National Geodetic Survey in February 1996..
 FL1632.No horizontal observational check was made to the station.
 FL1632
 FL1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1632.The vertical order pertains to the NGVD 29 superseded value.
 FL1632
 FL1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1632
 FL1632.The geoid height was determined by GEOID03.
 FL1632
 FL1632;                    North         East     Units Scale Factor Converg.
 FL1632;SPC TX N     - 1,166,690.708   228,550.329   MT  0.99991195   +0 10 56.6
 FL1632;SPC TX N     - 3,827,717.76    749,835.54   sFT  0.99991195   +0 10 56.6
 FL1632;UTM  14      - 3,930,929.168   301,799.028   MT  1.00008412   -1 16 10.1
 FL1632
 FL1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1632!SPC TX N     -   0.99984362  x   0.99991195  =   0.99975559
 FL1632!UTM  14      -   0.99984362  x   1.00008412  =   0.99992773
 FL1632
 FL1632                          SUPERSEDED SURVEY CONTROL
 FL1632
 FL1632  NAD 83(1993)-  35 30 07.79431(N)    101 11 07.03361(W) AD(       ) 2
 FL1632  NAD 83(1986)-  35 30 07.79889(N)    101 11 07.02544(W) AD(       ) 2
 FL1632  NAD 27      -  35 30 07.63500(N)    101 11 05.45600(W) AD(       ) 2
 FL1632  NGVD 29 (07/19/86) 1022.38   (m)         3354.3    (f) LEVELING    3  
 FL1632
 FL1632.Superseded values are not recommended for survey control.
 FL1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1632.See file dsdata.txt to determine how the superseded data were derived.
 FL1632
 FL1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0179930929(NAD 83)
 FL1632_MARKER: DD = SURVEY DISK
 FL1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1632+STABILITY: SURFACE MOTION
 FL1632
 FL1632  HISTORY     - Date     Condition        Report By
 FL1632  HISTORY     - 1951     MONUMENTED       USGS
 FL1632
 FL1632                          STATION DESCRIPTION
 FL1632
 FL1632'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FL1632'BM TC 28 IS 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 27
 FL1632'FEET EAST OF THE CENTER LINE OF A ROAD, 2 FEET WEST OF A FENCE
 FL1632'CORNER, AND ABOUT 1 FOOT HIGHER THAN THE STATION.  IT IS A
 FL1632'STANDARD USGS DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 FL1632'POST THAT PROJECTS 16 INCHES.  THE DISK IS STAMPED--TC 28 1926.
 FL1632'
 FL1632'TO REACH THE STATION FROM THE POST OFFICE IN WHITE DEER GO NORTH
 FL1632'FOR 0.1 MILE TO U.S. HIGHWAY 60.  TURN LEFT, WEST, AND GO 0.7
 FL1632'MILE TO A CROSS ROAD.  TURN RIGHT, NORTH, AND GO 4.9 MILES
 FL1632'TO A T-ROAD RIGHT AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0391 ***********************************************************************
 FL0391  DESIGNATION -  TC 4
 FL0391  PID         -  FL0391
 FL0391  STATE/COUNTY-  TX/GRAY
 FL0391  USGS QUAD   -  BACK (1962)
 FL0391
 FL0391                         *CURRENT SURVEY CONTROL
 FL0391  ___________________________________________________________________
 FL0391* NAD 83(1986)-  35 20 34.     (N)    100 36 33.     (W)     SCALED    
 FL0391* NAVD 88     -       810.161  (meters)    2658.00   (feet)  ADJUSTED  
 FL0391  ___________________________________________________________________
 FL0391  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FL0391  DYNAMIC HT  -         809.307 (meters)    2655.20  (feet)  COMP
 FL0391  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 FL0391
 FL0391  VERT ORDER  -  SECOND    CLASS 0
 FL0391
 FL0391.The horizontal coordinates were scaled from a topographic map and have
 FL0391.an estimated accuracy of +/- 6 seconds.
 FL0391
 FL0391.The orthometric height was determined by differential leveling
 FL0391.and adjusted by the National Geodetic Survey in June 1991..
 FL0391
 FL0391.The geoid height was determined by GEOID03.
 FL0391
 FL0391.The dynamic height is computed by dividing the NAVD 88
 FL0391.geopotential number by the normal gravity value computed on the
 FL0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0391.degrees latitude (g = 980.6199 gals.).
 FL0391
 FL0391.The modeled gravity was interpolated from observed gravity values.
 FL0391
 FL0391;                    North         East    Units  Estimated Accuracy
 FL0391;SPC TX N     - 1,149,330.      280,970.      MT  (+/- 180 meters Scaled)
 FL0391
 FL0391                          SUPERSEDED SURVEY CONTROL
 FL0391
 FL0391  NGVD 29 (??/??/92)  809.847  (m)         2656.97   (f) ADJ UNCH    2 0
 FL0391
 FL0391.Superseded values are not recommended for survey control.
 FL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0391.See file dsdata.txt to determine how the superseded data were derived.
 FL0391
 FL0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE537122(NAD 83)
 FL0391_MARKER: DD = SURVEY DISK
 FL0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0391_STAMPING: T C 4 1926
 FL0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0391+STABILITY: SURFACE MOTION
 FL0391
 FL0391  HISTORY     - Date     Condition        Report By
 FL0391  HISTORY     - 1926     MONUMENTED       USGS
 FL0391  HISTORY     - 1959     MARK NOT FOUND   NGS
 FL0391
 FL0391                          STATION DESCRIPTION
 FL0391
 FL0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FL0391'3.3 MI S FROM DENWORTH.
 FL0391'1.9 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT DENWORTH,
 FL0391'GRAY COUNTY, THENCE 1.4 MILES SOUTH SOUTH ALONG STATE HIGHWAY 273. ON
 FL0391'A HILL NEAR A GASOLINE PUMPHOUSE, AT A ROAD JUNCTION, 47 FEET EAST OF
 FL0391'THE CENTERLINE OF THE HIGHWAY, AND 6.8 FEET WEST OF THE RIGHT-OF-WAY
 FL0391'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED T C 4
 FL0391'1926 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE SIGHT OF THIS
 FL0391'MARK IS COVERED WITH DRIFT SAND AND IS WITHIN THE RIGHT-OF-WAY OF THE
 FL0391'HIGHWAY.  NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1200 ***********************************************************************
 FL1200  DESIGNATION -  TC 48
 FL1200  PID         -  FL1200
 FL1200  STATE/COUNTY-  TX/CARSON
 FL1200  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1200
 FL1200                         *CURRENT SURVEY CONTROL
 FL1200  ___________________________________________________________________
 FL1200* NAD 83(1986)-  35 21 10.     (N)    101 36 43.     (W)     SCALED    
 FL1200* NAVD 88     -      1096.550  (meters)    3597.60   (feet)  ADJUSTED  
 FL1200  ___________________________________________________________________
 FL1200  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL1200  DYNAMIC HT  -        1095.251 (meters)    3593.34  (feet)  COMP
 FL1200  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 FL1200
 FL1200  VERT ORDER  -  SECOND    CLASS 0
 FL1200
 FL1200.The horizontal coordinates were scaled from a topographic map and have
 FL1200.an estimated accuracy of +/- 6 seconds.
 FL1200
 FL1200.The orthometric height was determined by differential leveling
 FL1200.and adjusted by the National Geodetic Survey in June 1991..
 FL1200
 FL1200.The geoid height was determined by GEOID03.
 FL1200
 FL1200.The dynamic height is computed by dividing the NAVD 88
 FL1200.geopotential number by the normal gravity value computed on the
 FL1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1200.degrees latitude (g = 980.6199 gals.).
 FL1200
 FL1200.The modeled gravity was interpolated from observed gravity values.
 FL1200
 FL1200;                    North         East    Units  Estimated Accuracy
 FL1200;SPC TX N     - 1,150,080.      189,830.      MT  (+/- 180 meters Scaled)
 FL1200
 FL1200                          SUPERSEDED SURVEY CONTROL
 FL1200
 FL1200  NGVD 29 (??/??/92) 1096.035  (m)         3595.91   (f) ADJ UNCH    2 0
 FL1200
 FL1200.Superseded values are not recommended for survey control.
 FL1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1200.See file dsdata.txt to determine how the superseded data were derived.
 FL1200
 FL1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE626152(NAD 83)
 FL1200_MARKER: DD = SURVEY DISK
 FL1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1200_STAMPING: TC 48
 FL1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1200+STABILITY: SURFACE MOTION
 FL1200
 FL1200  HISTORY     - Date     Condition        Report By
 FL1200  HISTORY     - UNK      MONUMENTED       USGS
 FL1200  HISTORY     - 1935     GOOD             NGS
 FL1200
 FL1200                          STATION DESCRIPTION
 FL1200
 FL1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1200'4.8 MI NE FROM MASTERSON.
 FL1200'TO REACH BENCHMARK FROM RAILROAD DEPOT GO 2.5 MILES EAST ALONG GRADED
 FL1200'ROAD, THENCE 2.0 MILES NORTH TO INTERSECTION OF ROADS, THENCE 0.3 MILE
 FL1200'EAST TO T-ROAD FROM THE NORTH.  BENCHMARK IS SET IN SOUTHEAST CORNER
 FL1200'OF FIELD.  BEING 29.0 FEET NORTHWEST OF ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0452 ***********************************************************************
 FL0452  DESIGNATION -  TC 5
 FL0452  PID         -  FL0452
 FL0452  STATE/COUNTY-  TX/GRAY
 FL0452  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0452
 FL0452                         *CURRENT SURVEY CONTROL
 FL0452  ___________________________________________________________________
 FL0452* NAD 83(1986)-  35 20 34.     (N)    100 38 41.     (W)     SCALED    
 FL0452* NAVD 88     -       827.427  (meters)    2714.65   (feet)  ADJUSTED  
 FL0452  ___________________________________________________________________
 FL0452  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL0452  DYNAMIC HT  -         826.551 (meters)    2711.78  (feet)  COMP
 FL0452  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 FL0452
 FL0452  VERT ORDER  -  SECOND    CLASS 0
 FL0452
 FL0452.The horizontal coordinates were scaled from a topographic map and have
 FL0452.an estimated accuracy of +/- 6 seconds.
 FL0452
 FL0452.The orthometric height was determined by differential leveling
 FL0452.and adjusted by the National Geodetic Survey in June 1991..
 FL0452
 FL0452.The geoid height was determined by GEOID03.
 FL0452
 FL0452.The dynamic height is computed by dividing the NAVD 88
 FL0452.geopotential number by the normal gravity value computed on the
 FL0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0452.degrees latitude (g = 980.6199 gals.).
 FL0452
 FL0452.The modeled gravity was interpolated from observed gravity values.
 FL0452
 FL0452;                    North         East    Units  Estimated Accuracy
 FL0452;SPC TX N     - 1,149,300.      277,740.      MT  (+/- 180 meters Scaled)
 FL0452
 FL0452                          SUPERSEDED SURVEY CONTROL
 FL0452
 FL0452  NGVD 29 (??/??/92)  827.105  (m)         2713.59   (f) ADJ UNCH    2 0
 FL0452
 FL0452.Superseded values are not recommended for survey control.
 FL0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0452.See file dsdata.txt to determine how the superseded data were derived.
 FL0452
 FL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE505122(NAD 83)
 FL0452_MARKER: DD = SURVEY DISK
 FL0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0452+STABILITY: SURFACE MOTION
 FL0452
 FL0452  HISTORY     - Date     Condition        Report By
 FL0452  HISTORY     - UNK      MONUMENTED       USGS
 FL0452  HISTORY     - 1943     GOOD             NGS
 FL0452
 FL0452                          STATION DESCRIPTION
 FL0452
 FL0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0452'8.1 MI N FROM MCLEAN.
 FL0452'8.1 MILES NORTH ALONG AN OILED ROAD FROM THE POST OFFICE AT MCLEAN,
 FL0452'THENCE 2.0 MILES WEST ALONG A GRADED ROAD.  AT THE TOP OF A HILL, 27.5
 FL0452'FEET NORTH OF THE CENTERLINE OF THE ROAD, 31.3 FEET EAST OF THE CENTER
 FL0452'OF A PASTURE GATE, AND 4 FEET NORTHEAST OF A FENCE CORNER.  A UNITED
 FL0452'STATES GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FL0452'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0448 ***********************************************************************
 FL0448  DESIGNATION -  TC 7
 FL0448  PID         -  FL0448
 FL0448  STATE/COUNTY-  TX/GRAY
 FL0448  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0448
 FL0448                         *CURRENT SURVEY CONTROL
 FL0448  ___________________________________________________________________
 FL0448* NAD 83(1986)-  35 20 35.     (N)    100 42 58.     (W)     SCALED    
 FL0448* NAVD 88     -       894.253  (meters)    2933.90   (feet)  ADJUSTED  
 FL0448  ___________________________________________________________________
 FL0448  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL0448  DYNAMIC HT  -         893.301 (meters)    2930.77  (feet)  COMP
 FL0448  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 FL0448
 FL0448  VERT ORDER  -  SECOND    CLASS 0
 FL0448
 FL0448.The horizontal coordinates were scaled from a topographic map and have
 FL0448.an estimated accuracy of +/- 6 seconds.
 FL0448
 FL0448.The orthometric height was determined by differential leveling
 FL0448.and adjusted by the National Geodetic Survey in June 1991..
 FL0448
 FL0448.The geoid height was determined by GEOID03.
 FL0448
 FL0448.The dynamic height is computed by dividing the NAVD 88
 FL0448.geopotential number by the normal gravity value computed on the
 FL0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0448.degrees latitude (g = 980.6199 gals.).
 FL0448
 FL0448.The modeled gravity was interpolated from observed gravity values.
 FL0448
 FL0448;                    North         East    Units  Estimated Accuracy
 FL0448;SPC TX N     - 1,149,280.      271,250.      MT  (+/- 180 meters Scaled)
 FL0448
 FL0448                          SUPERSEDED SURVEY CONTROL
 FL0448
 FL0448  NGVD 29 (??/??/92)  893.903  (m)         2932.75   (f) ADJ UNCH    2 0
 FL0448
 FL0448.Superseded values are not recommended for survey control.
 FL0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0448.See file dsdata.txt to determine how the superseded data were derived.
 FL0448
 FL0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE440124(NAD 83)
 FL0448_MARKER: DD = SURVEY DISK
 FL0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0448_STAMPING: T C 7 1926
 FL0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0448+STABILITY: SURFACE MOTION
 FL0448
 FL0448  HISTORY     - Date     Condition        Report By
 FL0448  HISTORY     - 1926     MONUMENTED       USGS
 FL0448  HISTORY     - 1943     GOOD             NGS
 FL0448
 FL0448                          STATION DESCRIPTION
 FL0448
 FL0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0448'11.2 MI SE FROM LEFORS.
 FL0448'7.0 MILES SOUTH AND 4.2 MILES EAST ALONG GRADED ROADS FROM THE POST
 FL0448'OFFICE AT LEFORS, 0.4 MILE WEST OF A ROAD INTERSECTION, BETWEEN TWO
 FL0448'HILLS, 36 FEET EAST OF A PASTURE GATE, 28.3 FEET NORTH OF THE
 FL0448'CENTERLINE OF THE ROAD, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE. A
 FL0448'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED T C 7 1926 AND
 FL0448'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3283 ***********************************************************************
 AB3283  PACS        -  This is a Primary Airport Control Station.
 AB3283  DESIGNATION -  TDW A
 AB3283  PID         -  AB3283
 AB3283  STATE/COUNTY-  TX/RANDALL
 AB3283  USGS QUAD   -  AMARILLO EAST (1973)
 AB3283
 AB3283                         *CURRENT SURVEY CONTROL
 AB3283  ___________________________________________________________________
 AB3283* NAD 83(1993)-  35 10 13.55944(N)    101 49 17.00174(W)     ADJUSTED  
 AB3283* NAVD 88     -      1104.83   (meters)    3624.8    (feet)  GPS OBS   
 AB3283  ___________________________________________________________________
 AB3283  X           -  -1,069,467.052 (meters)                     COMP
 AB3283  Y           -  -5,109,719.930 (meters)                     COMP
 AB3283  Z           -   3,653,960.858 (meters)                     COMP
 AB3283  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AB3283  ELLIP HEIGHT-        1078.79  (meters)          (10/23/00) GPS OBS
 AB3283  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AB3283
 AB3283  HORZ ORDER  -  B
 AB3283  ELLP ORDER  -  FOURTH    CLASS II
 AB3283
 AB3283.This mark is at Tradewind (TDW) Airport (TDW)
 AB3283
 AB3283.The horizontal coordinates were established by GPS observations
 AB3283.and adjusted by the National Geodetic Survey in February 1996..
 AB3283
 AB3283.The orthometric height was determined by GPS observations and a
 AB3283.high-resolution geoid model.
 AB3283
 AB3283.GPS derived orthometric heights for airport stations designated as
 AB3283.PACS or SACS are published to 2 decimal places.  This maintains
 AB3283.centimeter relative accuracy between the PACS and SACS.  It does
 AB3283.not indicate centimeter accuracy relative to other marks which are
 AB3283.part of the NAVD 88 network.
 AB3283
 AB3283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3283
 AB3283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3283
 AB3283.The ellipsoidal height was determined by GPS observations
 AB3283.and is referenced to NAD 83.
 AB3283
 AB3283.The geoid height was determined by GEOID03.
 AB3283
 AB3283;                    North         East     Units Scale Factor Converg.
 AB3283;SPC TX N     - 1,129,891.521   170,724.306   MT  0.99992015   -0 11 10.5
 AB3283;SPC TX N     - 3,706,985.77    560,117.99   sFT  0.99992015   -0 11 10.5
 AB3283;UTM  14      - 3,895,589.647   243,043.299   MT  1.00041380   -1 37 33.7
 AB3283
 AB3283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3283!SPC TX N     -   0.99983070  x   0.99992015  =   0.99975086
 AB3283!UTM  14      -   0.99983070  x   1.00041380  =   1.00024443
 AB3283
 AB3283:                Primary Azimuth Mark                     Grid Az
 AB3283:SPC TX N     -  TRADEPORT                                253 22 00.2
 AB3283:UTM  14      -  TRADEPORT                                254 48 23.4
 AB3283
 AB3283|---------------------------------------------------------------------|
 AB3283| PID    Reference Object                     Distance      Geod. Az  |
 AB3283|                                                           dddmmss.s |
 AB3283| FL2071 TRADEPORT                           APPROX. 0.5 KM 2531049.7 |
 AB3283|---------------------------------------------------------------------|
 AB3283
 AB3283                          SUPERSEDED SURVEY CONTROL
 AB3283
 AB3283  ELLIP H (02/20/96) 1078.76   (m)                       GP(       ) 1 2
 AB3283
 AB3283.Superseded values are not recommended for survey control.
 AB3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3283.See file dsdata.txt to determine how the superseded data were derived.
 AB3283
 AB3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4304395590(NAD 83)
 AB3283_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3283_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3283_SP_SET: CONCRETE CATCH BASIN
 AB3283_STAMPING: TDW A 1995
 AB3283_MARK LOGO: NGS   
 AB3283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3283+STABILITY: SURFACE MOTION
 AB3283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3283+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997
 AB3283
 AB3283  HISTORY     - Date     Condition        Report By
 AB3283  HISTORY     - 1995     MONUMENTED       NGS
 AB3283  HISTORY     - 19970224 GOOD             NGS
 AB3283
 AB3283                          STATION DESCRIPTION
 AB3283
 AB3283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3283'THE STATION IS SOUTH OF THE CENTRAL PART OF AMARILLO, ON THE TRADEWIND
 AB3283'AIRPORT, NEAR THE END OF RUNWAY 23 IN A GRASS MEDIAN IN TOP OF THE
 AB3283'NORTH CORNER OF A CATCHBASIN.  OWNERSHIP--TRADEWIND AIRPORT INC.  620
 AB3283'SOUTH TAYLOR, AMARILLO TX 79101.  THE AIRPORT MANAGER IS LES BYRAM,
 AB3283'PHONE 79120-2020.  TO REACH THE STATION FROM THE JUNCTION OF
 AB3283'INTERSTATE 40 AND OSAGE-ROSS STREET (EXIT 71) IN AMARILLO.  GO SOUTH
 AB3283'1.67 KM (1.05 MI)  ON OSAGE STREET TO 34TH AVENUE, TURN RIGHT, WEST,
 AB3283'GO 1.6 KM (1.00 MI)  ON 34TH TO TRADEWINDS STREET, TURN LEFT, SOUTH,
 AB3283'GO 0.9 KM (0.55 MI)  TO THE AIRPORT ENTRANCE, TURN LEFT, EAST, GO 0.2
 AB3283'KM (0.10 MI)  TO THE AIRPORT OFFICE ON THE RIGHT AND AN APRON GATE ON
 AB3283'THE LEFT, PASS THROUGH THE GATE AND GO 0.2 KM (0.10 MI)  EASTERLY TO A
 AB3283'TAXI AND A CONECTOR, CONTINUE EAST 0.5 KM (0.30 MI)  ACROSS THE RUNWAY
 AB3283'AND ALONG A TAXI TO THE CONECTOR AT THE END OF RUNWAY 23 AND THE
 AB3283'STATION ON THE RIGHT IN THE GRASS MEDIAN.  THE STATION IS IN TOP OF
 AB3283'AND 0.1 M (0.3 FT)  SOUTH OF THE NORTH CORNER OF A 4X4-FOOT CONCRETE
 AB3283'CATCHBASIN, 23.5 M (77.1 FT)  SOUTHWEST OF THE CENTER OF THE CONECTOR,
 AB3283'12.0 M (39.4 FT)  SOUTHEAST OF THE TAXI CENTERLINE, AND 0.3 M (1.0 FT)
 AB3283'BELOW THE LEVEL OF THE TAXI.  BY DEB.
 AB3283
 AB3283                          STATION RECOVERY (1997)
 AB3283
 AB3283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AB3283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1372 ***********************************************************************
 BZ1372  DESIGNATION -  TEAGUE
 BZ1372  PID         -  BZ1372
 BZ1372  STATE/COUNTY-  TX/FREESTONE
 BZ1372  USGS QUAD   -  FAIRFIELD (1982)
 BZ1372
 BZ1372                         *CURRENT SURVEY CONTROL
 BZ1372  ___________________________________________________________________
 BZ1372* NAD 83(1993)-  31 37 35.38400(N)    096 14 29.42350(W)     ADJUSTED  
 BZ1372* NAVD 88     -       170.1    (meters)     558.     (feet)  VERTCON   
 BZ1372  ___________________________________________________________________
 BZ1372  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 BZ1372  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 BZ1372
 BZ1372  HORZ ORDER  -  FIRST
 BZ1372
 BZ1372.The horizontal coordinates were established by classical geodetic methods
 BZ1372.and adjusted by the National Geodetic Survey in February 1996..
 BZ1372
 BZ1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1372
 BZ1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1372
 BZ1372.The geoid height was determined by GEOID03.
 BZ1372
 BZ1372;                    North         East     Units Scale Factor Converg.
 BZ1372;SPC TX C     - 3,224,400.951 1,088,098.340   MT  0.99994109   +2 06 27.1
 BZ1372;SPC TX C     -10,578,722.12  3,569,869.30   sFT  0.99994109   +2 06 27.1
 BZ1372;UTM  14      - 3,502,341.181   761,650.971   MT  1.00044446   +1 26 50.4
 BZ1372
 BZ1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1372!SPC TX C     -   0.99997728  x   0.99994109  =   0.99991838
 BZ1372!UTM  14      -   0.99997728  x   1.00044446  =   1.00042173
 BZ1372
 BZ1372|---------------------------------------------------------------------|
 BZ1372| PID    Reference Object                     Distance      Geod. Az  |
 BZ1372|                                                           dddmmss.s |
 BZ1372| CV8479 TEAGUE RM                           151.850 METERS 22357     |
 BZ1372| BZ1378 TEAGUE LOW TANK AT RR SHOPS         APPROX. 4.4 KM 2743021.2 |
 BZ1372| BZ1377 TEAGUE HIGH SCH DOME WITH FLAG      APPROX. 3.5 KM 2750144.0 |
 BZ1372| BZ0107 KIRVIN                              APPROX.13.3 KM 3213020.2 |
 BZ1372|---------------------------------------------------------------------|
 BZ1372
 BZ1372                          SUPERSEDED SURVEY CONTROL
 BZ1372
 BZ1372  NAD 83(1986)-  31 37 35.39324(N)    096 14 29.40421(W) AD(       ) 1
 BZ1372  NAD 27      -  31 37 34.78000(N)    096 14 28.50200(W) AD(       ) 1
 BZ1372  NGVD 29 (07/19/86)  170.1    (m)          558.     (f) VERT ANG       
 BZ1372
 BZ1372.Superseded values are not recommended for survey control.
 BZ1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1372.See file dsdata.txt to determine how the superseded data were derived.
 BZ1372
 BZ1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA6165102341(NAD 83)
 BZ1372_MARKER: DS = TRIANGULATION STATION DISK
 BZ1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1372
 BZ1372  HISTORY     - Date     Condition        Report By
 BZ1372  HISTORY     - 1919     MONUMENTED       CGS
 BZ1372  HISTORY     - 1935     GOOD             CGS
 BZ1372  HISTORY     - 1937     POOR             TXHD
 BZ1372  HISTORY     - 1944     POOR             LOCSUR
 BZ1372  HISTORY     - 1948     SEE DESCRIPTION  CGS
 BZ1372  HISTORY     - 1953     MARK NOT FOUND   CGS
 BZ1372
 BZ1372                          STATION DESCRIPTION
 BZ1372
 BZ1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1372'STATION IS ABOUT 2-1/2 MILES E OF TEAGUE, 1/4 MILE N OF THE
 BZ1372'TEAGUE-DEW-OAKWOOD ROAD, IN THE SW CORNER OF A FIELD OWNED
 BZ1372'BY A MR. BUTLER, AND 200 METERS (656 FEET) N OF HOUSE OF J.H.
 BZ1372'HULLEM.  STATION IS BETWEEN FORKS OF ROAD, ONE OF WHICH
 BZ1372'LEADS TO N AND THE OTHER TO E, AND IS ON LINE OF WIRE FENCE
 BZ1372'TO N OF THE E ROAD, 21 METERS (69 FEET) E OF CENTER LINE OF
 BZ1372'OTHER (N) ROAD, AND 1 METER (3 FEET) S OF EDGE OF FIELD.
 BZ1372'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BZ1372'DISKS SET IN CONCRETE.
 BZ1372'REFERENCE MARK IS PLACED IN THE CORNER OF A FENCE, IN MR.
 BZ1372'HULLEMS PASTURE, ABOUT 40 METERS (131 FEET) N OF HIS HOUSE,
 BZ1372'AND 151.85 METERS (498.2 FEET) FROM THE STATION,
 BZ1372'S 43 DEG 57 MIN W.  TEAGUE, HIGH SCHOOL, DOME
 BZ1372'WITH FLAGSTAFF, DISTANT 2.2 MILES, IS N 84 DEG 58 MIN W.
 BZ1372'ELEVATION OF STATION, 170.1 METERS (558 FEET).
 BZ1372
 BZ1372                          STATION RECOVERY (1935)
 BZ1372
 BZ1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1372'THIS STATION WAS FOUND AS DESCRIBED, AND MARKS ARE IN EXCELLENT
 BZ1372'CONDITION.  THE STATION WAS FOUND COVERED OVER ON THE SIDE
 BZ1372'OF A DITCH AT THE DESCRIBED DISTANCES FROM THE FORK OF THE
 BZ1372'ROADS.  THE REFERENCE MARK PROJECTS FROM THE GROUND AT LEAST
 BZ1372'6 INCHES, AND IS LOCATED RIGHT AGAINST THE E SIDE OF A RED
 BZ1372'SHED DIRECTLY BEHIND THE HOUSE OF J.H. HULLEM.  THIS HOUSE
 BZ1372'NOW OCCUPIED BY HULLEM IS A NEW HOUSE BUILT ON THE LOCATION
 BZ1372'OF THE OLD HOUSE, THE OLD HOUSE HAVING BEEN TORN DOWN.  THE
 BZ1372'NEW HOUSE FACES SW.  THE STATION IS REACHED FROM HULLEMS
 BZ1372'HOUSE BY GOING SE ALONG THE OLD TEAGUE-DEW ROAD A DISTANCE
 BZ1372'OF 0.1 MILE.  TURN LEFT AT THIS POINT AND GO ABOUT 0.2 MILE
 BZ1372'TO FORK OF ROADS DESCRIBED.  THE DESCRIBED DISTANCES FROM
 BZ1372'THIS FORK IN THE ROADS ARE CORRECT.  HULLEMS HOUSE IS A
 BZ1372'NEW HOUSE ON THE LEFT SIDE OF THE ROAD AND MAY BE
 BZ1372'REACHED FROM THE POST OFFICE AT TEAGUE BY GOING E OUT
 BZ1372'MAIN STREET OF TEAGUE, KEEPING THE STRAIGHT ROAD WHEN
 BZ1372'THE PAVEMENT TURNS LEFT, A DISTANCE OF 0.7 MILE FROM THE
 BZ1372'POST OFFICE.  AT THIS POINT THERE IS A JUNCTION OF THE OLD
 BZ1372'TEAGUE-DEW ROAD AND THE NEW TEAGUE-DEW ROAD.  TAKE THE LEFT
 BZ1372'OR OLD ROAD AND FOLLOW 1.8 MILES TO HULLEMS HOUSE.  THESE
 BZ1372'1.8 MILES ARE FROM THE JUNCTION OF THE OLD AND NEW ROADS.
 BZ1372
 BZ1372                          STATION RECOVERY (1937)
 BZ1372
 BZ1372'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1372'DESCRIPTION SATISFACTORY.  STATION MARK NOW LIES IN THE
 BZ1372'ROADWAY OF ROAD BEARING E.  IN THE WIDENING PROCESS THE
 BZ1372'ROAD GRADER STRUCK THE STATION MONUMENT AND THE MONUMENT IS
 BZ1372'BOTH CHIPPED AND CRACKED.  AZIMUTH MARK HAS BEEN BATTERED
 BZ1372'AND CUT ON AND IS IN BAD CONDITION.
 BZ1372
 BZ1372                          STATION RECOVERY (1944)
 BZ1372
 BZ1372'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944 (WFD)
 BZ1372'STATION WAS TURNED PARTLY OVER BY ROAD GRADER.  THE CONCRETE
 BZ1372'IS BROKEN OFF AROUND BRASS DISC.
 BZ1372
 BZ1372                          STATION RECOVERY (1948)
 BZ1372
 BZ1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CKW)
 BZ1372'STATION DESTROYED BY ROAD GRADER.  DISK RECOVERED.  THE
 BZ1372'UNDERGROUND MARK WAS RECOVERED.  A NEW DESCRIPTION OF THE
 BZ1372'UNDERGROUND MARK IS AS FOLLOWS--
 BZ1372'
 BZ1372'TO REACH MARK GO 0.35 MILE N ALONG MAIN STREET FROM THE
 BZ1372'CITY HALL AT TEAGUE TO THE JUNCTION OF U.S. HIGHWAY 84 AND
 BZ1372'STATE HIGHWAY 179, THENCE 2.1 MILES E ALONG STATE HIGHWAY
 BZ1372'179, THENCE 0.2 MILE N ALONG A SANDY ROAD, THENCE 0.25 MILE
 BZ1372'N ALONG A SANDY ROAD.
 BZ1372'
 BZ1372'THE UNDERGROUND MARK WHICH IS A REFERENCE-MARK DISK SET IN
 BZ1372'A CONCRETE BLOCK, IS AT A ROAD JUNCTION AND UNDERNEATH
 BZ1372'THE EDGE OF AN E-W ROAD, 69.0 FEET E OF THE CENTER LINE
 BZ1372'OF THE N-S ROAD, 9.0 FEET N OF THE CENTER LINE OF THE E-W
 BZ1372'ROAD, 118.2 FEET WNW OF A LONE 6-INCH OAK TREE WHICH IS AT
 BZ1372'A FENCE CORNER, 78.8 FEET SE OF A POWER POLE WHICH IS IN A
 BZ1372'POWER LINE THAT PARALLELS THE N-S ROAD, 13.9 FEET S OF A
 BZ1372'FENCE LINE, 29.3 FEET N OF A FENCE LINE, AND 2.0 FEET UNDER
 BZ1372'GROUND.
 BZ1372'
 BZ1372'THE REFERENCE MARK FOR THIS STATION WAS RECOVERED BUT THE
 BZ1372'ARROW POINTS ABOUT 40 DEG TO THE RIGHT OF THE STATION.  FARMER
 BZ1372'REPORTED THAT CHILDREN TURNED THE DISK BEFORE THE CEMENT
 BZ1372'SET UP.
 BZ1372
 BZ1372                          STATION RECOVERY (1953)
 BZ1372
 BZ1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GKM)
 BZ1372'THE SURFACE MONUMENT FOR THIS STATION COULD NOT BE FOUND.
 BZ1372'NO ATTEMPT WAS MADE TO FIND THE UNDERGROUND MONUMENT OR
 BZ1372'THE REFERENCE MARK.  THE SURFACE MONUMENT LOCATED IN THE
 BZ1372'ROADWAY HAD EVIDENTLY BEEN DESTROYED IN THE GRADING AND
 BZ1372'ADDITIONAL WIDENING OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1377 ***********************************************************************
 BZ1377  DESIGNATION -  TEAGUE HIGH SCH DOME WITH FLAG
 BZ1377  PID         -  BZ1377
 BZ1377  STATE/COUNTY-  TX/FREESTONE
 BZ1377  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ1377
 BZ1377                         *CURRENT SURVEY CONTROL
 BZ1377  ___________________________________________________________________
 BZ1377* NAD 83(1993)-  31 37 45.40448(N)    096 16 42.76893(W)     ADJUSTED  
 BZ1377* NAVD 88     -                                                        
 BZ1377  ___________________________________________________________________
 BZ1377  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BZ1377  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ1377
 BZ1377  HORZ ORDER  -  THIRD
 BZ1377
 BZ1377.The horizontal coordinates were established by classical geodetic methods
 BZ1377.and adjusted by the National Geodetic Survey in February 1996..
 BZ1377
 BZ1377
 BZ1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1377
 BZ1377.The geoid height was determined by GEOID03.
 BZ1377
 BZ1377;                    North         East     Units Scale Factor Converg.
 BZ1377;SPC TX C     - 3,224,580.717 1,084,575.478   MT  0.99994162   +2 05 18.4
 BZ1377;SPC TX C     -10,579,311.90  3,558,311.38   sFT  0.99994162   +2 05 18.4
 BZ1377;UTM  14      - 3,502,561.645   758,128.683   MT  1.00042187   +1 25 40.7
 BZ1377
 BZ1377                          SUPERSEDED SURVEY CONTROL
 BZ1377
 BZ1377  NAD 83(1986)-  31 37 45.41354(N)    096 16 42.74956(W) AD(       ) 4
 BZ1377  NAD 27      -  31 37 44.80200(N)    096 16 41.84300(W) AD(       ) 3
 BZ1377
 BZ1377.Superseded values are not recommended for survey control.
 BZ1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1377.See file dsdata.txt to determine how the superseded data were derived.
 BZ1377
 BZ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA5812902562(NAD 83)
 BZ1377_MARKER: 83 = FLAGSTAFF
 BZ1377
 BZ1377  HISTORY     - Date     Condition        Report By
 BZ1377  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1377  HISTORY     - 1935     GOOD             CGS
 BZ1377  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1377
 BZ1377                          STATION DESCRIPTION
 BZ1377
 BZ1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1377'THIS SCHOOL BUILDING IS NOW USED AS A GRAMMAR SCHOOL, A NEW
 BZ1377'HIGH SCHOOL HAVING BEEN BUILT IN A NEW LOCATION.  THE OLD
 BZ1377'BUILDING IS UNCHANGED SINCE 1919 EXCEPT THAT AN EAGLE HAS BEEN
 BZ1377'REMOVED FROM THE DOME AND PLACED ON THE NEW BUILDING.
 BZ1377
 BZ1377                          STATION RECOVERY (2002)
 BZ1377
 BZ1377'RECOVERY NOTE BY US POWER SQUADRON 2002
 BZ1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1378 ***********************************************************************
 BZ1378  DESIGNATION -  TEAGUE LOW TANK AT RR SHOPS
 BZ1378  PID         -  BZ1378
 BZ1378  STATE/COUNTY-  TX/FREESTONE
 BZ1378  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ1378
 BZ1378                         *CURRENT SURVEY CONTROL
 BZ1378  ___________________________________________________________________
 BZ1378* NAD 83(1993)-  31 37 46.55728(N)    096 17 15.57855(W)     ADJUSTED  
 BZ1378* NAVD 88     -                                                        
 BZ1378  ___________________________________________________________________
 BZ1378  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BZ1378  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ1378
 BZ1378  HORZ ORDER  -  THIRD
 BZ1378
 BZ1378.The horizontal coordinates were established by classical geodetic methods
 BZ1378.and adjusted by the National Geodetic Survey in February 1996..
 BZ1378
 BZ1378
 BZ1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1378
 BZ1378.The geoid height was determined by GEOID03.
 BZ1378
 BZ1378;                    North         East     Units Scale Factor Converg.
 BZ1378;SPC TX C     - 3,224,584.726 1,083,710.174   MT  0.99994169   +2 05 01.5
 BZ1378;SPC TX C     -10,579,325.06  3,555,472.46   sFT  0.99994169   +2 05 01.5
 BZ1378;UTM  14      - 3,502,575.635   757,263.069   MT  1.00041637   +1 25 23.5
 BZ1378
 BZ1378                          SUPERSEDED SURVEY CONTROL
 BZ1378
 BZ1378  NAD 83(1986)-  31 37 46.56619(N)    096 17 15.55884(W) AD(       ) 4
 BZ1378  NAD 27      -  31 37 45.95700(N)    096 17 14.65500(W) AD(       ) 3
 BZ1378
 BZ1378.Superseded values are not recommended for survey control.
 BZ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1378.See file dsdata.txt to determine how the superseded data were derived.
 BZ1378
 BZ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA5726302576(NAD 83)
 BZ1378_MARKER: 51 = TANK
 BZ1378
 BZ1378  HISTORY     - Date     Condition        Report By
 BZ1378  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1378  HISTORY     - 1935     GOOD             CGS
 BZ1378  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1378
 BZ1378                          STATION DESCRIPTION
 BZ1378
 BZ1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1378'THIS RAILROAD WATER TANK IS STILL STANDING UNCHANGED SINCE
 BZ1378'1919.
 BZ1378
 BZ1378                          STATION RECOVERY (2002)
 BZ1378
 BZ1378'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ1378'CONCRETE BASE EXISTS WHERE TANK MAY ONCE HAVE BEEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1376 ***********************************************************************
 BZ1376  DESIGNATION -  TEAGUE MUNICIPAL TANK
 BZ1376  PID         -  BZ1376
 BZ1376  STATE/COUNTY-  TX/FREESTONE
 BZ1376  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ1376
 BZ1376                         *CURRENT SURVEY CONTROL
 BZ1376  ___________________________________________________________________
 BZ1376* NAD 83(1993)-  31 37 53.43210(N)    096 16 55.90305(W)     ADJUSTED  
 BZ1376* NAVD 88     -                                                        
 BZ1376  ___________________________________________________________________
 BZ1376  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 BZ1376  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ1376
 BZ1376  HORZ ORDER  -  THIRD
 BZ1376
 BZ1376.The horizontal coordinates were established by classical geodetic methods
 BZ1376.and adjusted by the National Geodetic Survey in February 1996..
 BZ1376
 BZ1376
 BZ1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1376
 BZ1376.The geoid height was determined by GEOID03.
 BZ1376
 BZ1376;                    North         East     Units Scale Factor Converg.
 BZ1376;SPC TX C     - 3,224,815.183 1,084,220.601   MT  0.99994205   +2 05 11.7
 BZ1376;SPC TX C     -10,580,081.15  3,557,147.09   sFT  0.99994205   +2 05 11.7
 BZ1376;UTM  14      - 3,502,800.300   757,776.364   MT  1.00041963   +1 25 34.1
 BZ1376
 BZ1376                          SUPERSEDED SURVEY CONTROL
 BZ1376
 BZ1376  NAD 83(1986)-  31 37 53.44095(N)    096 16 55.88353(W) AD(       ) 4
 BZ1376  NAD 27      -  31 37 52.82600(N)    096 16 54.97400(W) AD(       ) 3
 BZ1376
 BZ1376.Superseded values are not recommended for survey control.
 BZ1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1376.See file dsdata.txt to determine how the superseded data were derived.
 BZ1376
 BZ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA5777602800(NAD 83)
 BZ1376_MARKER: 53 = ELEVATED TANK
 BZ1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1376+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ1376
 BZ1376  HISTORY     - Date     Condition        Report By
 BZ1376  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1376  HISTORY     - 1935     GOOD             CGS
 BZ1376  HISTORY     - 1935     GOOD             CGS
 BZ1376  HISTORY     - 20020824 GOOD             USPSQD
 BZ1376
 BZ1376                          STATION DESCRIPTION
 BZ1376
 BZ1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BZ1376'THIS STATION IS IN THE CENTER OF THE MUNICIPAL TANK OF THE
 BZ1376'CITY OF TEAGUE.  THE TANK IS FOUR BLOCKS N OF THE MAIN STREET
 BZ1376'IN LOT AT THE NE CORNER OF CYPRESS AND NORTH FIFTH STREETS.
 BZ1376'THE TANK IS 125 FEET HIGH AND WAS CONSTRUCTED IN 1909.  IT
 BZ1376'IS PAINTED SILVER WITH THE BASE OF THE BOWL AND THE LEGS
 BZ1376'PAINTED BLACK.
 BZ1376'
 BZ1376'THE STATION IS THE SAME AS CALLED TALL TANK, TEAGUE IN 1919,
 BZ1376'BY C.L.G.  THIS TANK IS 40.94 FEET NNW OF STATION CANEY.
 BZ1376'IT IS VERY PROMINENT.
 BZ1376
 BZ1376                          STATION RECOVERY (1935)
 BZ1376
 BZ1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1376'THIS TALL TANK IS THE CITY WATER TANK.  IT IS STILL STANDING
 BZ1376'UNCHANGED SINCE 1919.
 BZ1376
 BZ1376                          STATION RECOVERY (2002)
 BZ1376
 BZ1376'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ1376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0883 ***********************************************************************
 FM0883  DESIGNATION -  TECORAS
 FM0883  PID         -  FM0883
 FM0883  STATE/COUNTY-  TX/POTTER
 FM0883  USGS QUAD   -  BODEN (1966)
 FM0883
 FM0883                         *CURRENT SURVEY CONTROL
 FM0883  ___________________________________________________________________
 FM0883* NAD 83(1993)-  35 25 54.83808(N)    102 02 37.47846(W)     ADJUSTED  
 FM0883* NAVD 88     -      1023.2    (meters)    3357.     (feet)  VERTCON   
 FM0883  ___________________________________________________________________
 FM0883  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 FM0883  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FM0883
 FM0883  HORZ ORDER  -  SECOND
 FM0883
 FM0883.The horizontal coordinates were established by classical geodetic methods
 FM0883.and adjusted by the National Geodetic Survey in February 1996..
 FM0883
 FM0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0883
 FM0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0883
 FM0883.The geoid height was determined by GEOID03.
 FM0883
 FM0883;                    North         East     Units Scale Factor Converg.
 FM0883;SPC TX N     - 1,158,985.867   150,629.480   MT  0.99991091   -0 18 54.4
 FM0883;SPC TX N     - 3,802,439.47    494,190.22   sFT  0.99991091   -0 18 54.4
 FM0883;UTM  13      - 3,924,956.761   768,377.481   MT  1.00048771   +1 42 53.5
 FM0883;UTM  14      - 3,925,198.149   223,677.670   MT  1.00054105   -1 45 56.5
 FM0883
 FM0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0883!SPC TX N     -   0.99984353  x   0.99991091  =   0.99975445
 FM0883!UTM  13      -   0.99984353  x   1.00048771  =   1.00033116
 FM0883!UTM  14      -   0.99984353  x   1.00054105  =   1.00038450
 FM0883
 FM0883|---------------------------------------------------------------------|
 FM0883| PID    Reference Object                     Distance      Geod. Az  |
 FM0883|                                                           dddmmss.s |
 FM0883| CJ8620 TECORAS RM 1                         36.835 METERS 00603     |
 FM0883| CJ8621 TECORAS RM 2                         38.999 METERS 08655     |
 FM0883| CJ8619 TECORAS AZ MK                                      2382059.4 |
 FM0883|---------------------------------------------------------------------|
 FM0883
 FM0883                          SUPERSEDED SURVEY CONTROL
 FM0883
 FM0883  NAD 83(1993)-  35 25 54.84148(N)    102 02 37.47253(W) AD(       ) 2
 FM0883  NAD 83(1986)-  35 25 54.84579(N)    102 02 37.46919(W) AD(       ) 2
 FM0883  NAD 27      -  35 25 54.66400(N)    102 02 35.78700(W) AD(       ) 2
 FM0883  NGVD 29 (07/19/86) 1022.7    (m)         3355.     (f) VERT ANG       
 FM0883
 FM0883.Superseded values are not recommended for survey control.
 FM0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0883.See file dsdata.txt to determine how the superseded data were derived.
 FM0883
 FM0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6837724957(NAD 83)
 FM0883_MARKER: DS = TRIANGULATION STATION DISK
 FM0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0883
 FM0883  HISTORY     - Date     Condition        Report By
 FM0883  HISTORY     - 1935     MONUMENTED       CGS
 FM0883
 FM0883                          STATION DESCRIPTION
 FM0883
 FM0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0883'STATION IS ABOUT 17-1/2 MILES N OF BUSHLAND AND ABOUT 3-1/2
 FM0883'MILES NNE OF BODEN SIDING.  THE STATION IS ON A HIGH HILL,
 FM0883'THE HIGHEST IN THE VICINITY, WHICH IS ABOUT 3.4 MILES S OF
 FM0883'A BEND IN THE CANADIAN RIVER AND ABOUT 1 MILE W OF TECORAS
 FM0883'CREEK.  THERE IS A GRADED ROAD ABOUT 1.2 MILES W OF THE STATION.
 FM0883'THE MARK PROJECTS 4 INCHES.
 FM0883'
 FM0883'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0883'BRONZE DISKS SET IN CONCRETE.
 FM0883'
 FM0883'REFERENCE MARK NO. 1 IS N OF THE STATION AND PROJECTS 4 INCHES.
 FM0883'
 FM0883'REFERENCE MARK NO. 2 IS E OF THE STATION AND PROJECTS 5 INCHES.
 FM0883'
 FM0883'THE AZIMUTH MARK IS WSW OF THE STATION AND IS 35 FEET W OF
 FM0883'THE CENTER OF A GRADED ROAD.  THE MARK PROJECTS 5 INCHES.
 FM0883'
 FM0883'THE STATION IS REACHED FROM BUSHLAND BY GOING N 5.8 MILES.
 FM0883'TAKE THE LEFT FORK AND GO 12.5 MILES.  TURN E AND GO 0.3 MILE.
 FM0883'CROSS THE RAILROAD TRACKS AND CONTINUE SOUTHEASTERLY 2.3
 FM0883'MILES.  AT A POINT WHERE THE ROAD TURNS TO THE S, LEAVE THE
 FM0883'ROAD AND DRIVE ACROSS COUNTRY ENE 1.2 MILES TO THE STATION
 FM0883'ON THE HIGHEST PART OF THE HILL.
 FM0883'
 FM0883'A 4-FOOT STAND CLEARED ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0202 ***********************************************************************
 BZ0202  DESIGNATION -  TEHUACANA
 BZ0202  PID         -  BZ0202
 BZ0202  STATE/COUNTY-  TX/FREESTONE
 BZ0202  USGS QUAD   -  KIRVIN (1982)
 BZ0202
 BZ0202                         *CURRENT SURVEY CONTROL
 BZ0202  ___________________________________________________________________
 BZ0202* NAD 83(1993)-  31 50 10.78157(N)    096 16 29.39149(W)     ADJUSTED  
 BZ0202* NAVD 88     -       113.690  (meters)     373.00   (feet)  ADJUSTED  
 BZ0202  ___________________________________________________________________
 BZ0202  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 BZ0202  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0202  DYNAMIC HT  -         113.556 (meters)     372.56  (feet)  COMP
 BZ0202  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 BZ0202
 BZ0202  HORZ ORDER  -  SECOND
 BZ0202  VERT ORDER  -  SECOND    CLASS 0
 BZ0202
 BZ0202.The horizontal coordinates were established by classical geodetic methods
 BZ0202.and adjusted by the National Geodetic Survey in February 1996..
 BZ0202
 BZ0202.The orthometric height was determined by differential leveling
 BZ0202.and adjusted by the National Geodetic Survey in June 1991..
 BZ0202
 BZ0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0202
 BZ0202.The geoid height was determined by GEOID03.
 BZ0202
 BZ0202.The dynamic height is computed by dividing the NAVD 88
 BZ0202.geopotential number by the normal gravity value computed on the
 BZ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0202.degrees latitude (g = 980.6199 gals.).
 BZ0202
 BZ0202.The modeled gravity was interpolated from observed gravity values.
 BZ0202
 BZ0202;                    North         East     Units Scale Factor Converg.
 BZ0202;SPC TX C     - 3,247,535.515 1,084,090.380   MT  0.99998771   +2 05 25.3
 BZ0202;SPC TX C     -10,654,622.77  3,556,719.86   sFT  0.99998771   +2 05 25.3
 BZ0202;SPC TXNC     - 2,021,045.791   810,640.227   MT  1.00009549   +1 12 48.9
 BZ0202;SPC TXNC     - 6,630,714.40  2,659,575.48   sFT  1.00009549   +1 12 48.9
 BZ0202;UTM  14      - 3,525,530.999   757,906.435   MT  1.00042042   +1 26 17.9
 BZ0202
 BZ0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0202!SPC TX C     -   0.99998613  x   0.99998771  =   0.99997384
 BZ0202!SPC TXNC     -   0.99998613  x   1.00009549  =   1.00008162
 BZ0202!UTM  14      -   0.99998613  x   1.00042042  =   1.00040654
 BZ0202
 BZ0202:                Primary Azimuth Mark                     Grid Az
 BZ0202:SPC TX C     -  TEHUACANA AZ MK                          134 01 54.9
 BZ0202:SPC TXNC     -  TEHUACANA AZ MK                          134 54 31.3
 BZ0202:UTM  14      -  TEHUACANA AZ MK                          134 41 02.3
 BZ0202
 BZ0202|---------------------------------------------------------------------|
 BZ0202| PID    Reference Object                     Distance      Geod. Az  |
 BZ0202|                                                           dddmmss.s |
 BZ0202| BZ0205 TEHUACANA AZ MK                                    1360720.2 |
 BZ0202| BZ0203 TEHUACANA RM 1                       24.994 METERS 14205     |
 BZ0202| BZ0204 TEHUACANA RM 2                       32.108 METERS 23135     |
 BZ0202|---------------------------------------------------------------------|
 BZ0202
 BZ0202                          SUPERSEDED SURVEY CONTROL
 BZ0202
 BZ0202  NAD 83(1986)-  31 50 10.79018(N)    096 16 29.37311(W) AD(       ) 2
 BZ0202  NAD 27      -  31 50 10.20000(N)    096 16 28.46400(W) AD(       ) 2
 BZ0202  NGVD 29 (??/??/92)  113.676  (m)          372.95   (f) ADJ UNCH    2 0
 BZ0202
 BZ0202.Superseded values are not recommended for survey control.
 BZ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0202.See file dsdata.txt to determine how the superseded data were derived.
 BZ0202
 BZ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA5790625531(NAD 83)
 BZ0202_MARKER: DS = TRIANGULATION STATION DISK
 BZ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0202_STAMPING: TEHUACANA 1946
 BZ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0202+STABILITY: SURFACE MOTION
 BZ0202
 BZ0202  HISTORY     - Date     Condition        Report By
 BZ0202  HISTORY     - 1946     MONUMENTED       CGS
 BZ0202  HISTORY     - 1947     GOOD             NGS
 BZ0202  HISTORY     - 1975     GOOD             NGS
 BZ0202  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0202
 BZ0202                          STATION DESCRIPTION
 BZ0202
 BZ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BZ0202'THE STATION IS 4 MILES WEST OF STEWARDS MILL, 4 MILES SOUTHEAST
 BZ0202'OF STREETMAN, 129 FEET SOUTHEAST OF A T-ROAD INTERSECTION,
 BZ0202'61.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 75, 14 FEET
 BZ0202'NORTHWEST OF A FENCE LINE, AND 3.3 FEET WEST OF A 4 X 4-INCH
 BZ0202'WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED TEHUACANA
 BZ0202'1946.
 BZ0202'
 BZ0202'REFERENCE MARK NO. 1 IS ON THE HIGHWAY RIGHT-OF-WAY, 26
 BZ0202'FEET SOUTH OF A LONE TREE, 71 FEET EAST OF THE CENTER OF U.S.
 BZ0202'HIGHWAY NO. 75, AND 16 INCHES WEST OF A FENCE.  IT PROJECTS
 BZ0202'5 INCHES AND IS STAMPED TEHUACANA NO 1 1946.
 BZ0202'
 BZ0202'REFERENCE MARK NO. 2 IS DIRECTLY ACROSS THE HIGHWAY FROM
 BZ0202'THE STATION.  83 FEET SOUTHWEST OF A T-ROAD INTERSECTION,
 BZ0202'AND 43 FEET WEST OF CENTER OF U.S. HIGHWAY NO. 75.  IT
 BZ0202'PROJECTS 2 INCHES AND IS STAMPED TEHUACANA NO 2 1946.
 BZ0202'
 BZ0202'AZIMUTH MARK IS ON THE HIGHWAY RIGHT-OF-WAY, 50 FEET WEST
 BZ0202'OF THE CENTER OF U.S. HIGHWAY NO. 75, 14 FEET NORTH OF THE
 BZ0202'CENTER OF A WIRE GATE, 1.5 FOOT NORTH OF A 4 X 4-INCH WITNESS
 BZ0202'POST, AND 1.5 FOOT EAST OF A WIRE FENCE.  IT PROJECTS 5 INCHES
 BZ0202'AND IS STAMPED TEHUACANA 1946.
 BZ0202'
 BZ0202'TO REACH THE STATION FROM THE GULF GAS STATION AT THE EAST
 BZ0202'EDGE OF THE CITY LIMITS OF STREETMAN, GO SOUTHEAST ON U.S.
 BZ0202'HIGHWAY NO. 75 FOR 4.0 MILES TO A SIDE ROAD RIGHT AND THE
 BZ0202'STATION ON THE LEFT AS DESCRIBED.
 BZ0202'
 BZ0202'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 BZ0202'ON U.S. HIGHWAY NO. 75 FOR 0.3 MILE TO THE AZIMUTH MARK ON
 BZ0202'THE RIGHT AS DESCRIBED.
 BZ0202'
 BZ0202'A 37 FOOT TOWER IS REQUIRED TO SEE AN 87 FOOT LIGHT AT STATION
 BZ0202'STREETMAN.
 BZ0202'
 BZ0202'A 37 FOOT TOWER IS REQUIRED TO SEE A 100 FOOT LIGHT AT STATION
 BZ0202'WINKLER.
 BZ0202'
 BZ0202'A 37 FOOT TOWER IS REQUIRED TO SEE AN 87 FOOT LIGHT AT STATION
 BZ0202'GRINDSTONE.
 BZ0202
 BZ0202                          STATION RECOVERY (1947)
 BZ0202
 BZ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ0202'4.5 MI SE FROM STREETMAN.
 BZ0202'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 75 FROM THE BURLINGTON-ROCK
 BZ0202'ISLAND RAILROAD OVER PASS AT STREETMAN, AT THE TOP OF A HILL, 155.0
 BZ0202'FEET EAST OF THE INTERSECTION OF THE CENTER-LINES OF THE HIGHWAY AND A
 BZ0202'DIRT ROAD LEADING SOUTHWEST, 61.0 FEET NORTHEAST OF THE CENTER OF THE
 BZ0202'HIGHWAY, 3.5 FEET SOUTHWEST OF A REFERENCE POST, 82.0 FEET NORTHWEST
 BZ0202'OF REFERENCE MARK TEHUACANA NO 1, 105.3 FEET NORTHEAST OF AND ACROSS
 BZ0202'THE HIGHWAY FROM REFERENCE MARK TEHUACANA NO 2, A BRONZE TRIANGULATION
 BZ0202'STATION DISK SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE HIGHWAY AND
 BZ0202'PROJECTING 0.3 FOOT.
 BZ0202
 BZ0202                          STATION RECOVERY (1975)
 BZ0202
 BZ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DRB)
 BZ0202'STATION MARK, REFERENCE MARK 1 AND 2 WERE FOUND IN GOOD
 BZ0202'CONDITION.
 BZ0202'
 BZ0202'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 BZ0202'
 BZ0202'THE 1946 ROUTE DESCRIPTION WAS ADEQATE.
 BZ0202
 BZ0202                          STATION RECOVERY (2002)
 BZ0202
 BZ0202'RECOVERY NOTE BY US POWER SQUADRON 2002
 BZ0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1159 ***********************************************************************
 BZ1159  DESIGNATION -  TEHUACANA
 BZ1159  PID         -  BZ1159
 BZ1159  STATE/COUNTY-  TX/LIMESTONE
 BZ1159  USGS QUAD   -  TEHUACANA (1978)
 BZ1159
 BZ1159                         *CURRENT SURVEY CONTROL
 BZ1159  ___________________________________________________________________
 BZ1159* NAD 83(1993)-  31 44 17.17899(N)    096 32 57.06469(W)     ADJUSTED  
 BZ1159* NAVD 88     -       200.911  (meters)     659.16   (feet)  ADJUSTED  
 BZ1159  ___________________________________________________________________
 BZ1159  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 BZ1159  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ1159  DYNAMIC HT  -         200.670 (meters)     658.36  (feet)  COMP
 BZ1159  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 BZ1159
 BZ1159  HORZ ORDER  -  FIRST
 BZ1159  VERT ORDER  -  FIRST     CLASS II
 BZ1159
 BZ1159.The horizontal coordinates were established by classical geodetic methods
 BZ1159.and adjusted by the National Geodetic Survey in February 1996..
 BZ1159
 BZ1159.The orthometric height was determined by differential leveling
 BZ1159.and adjusted by the National Geodetic Survey in June 1991..
 BZ1159
 BZ1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1159
 BZ1159.The geoid height was determined by GEOID03.
 BZ1159
 BZ1159.The dynamic height is computed by dividing the NAVD 88
 BZ1159.geopotential number by the normal gravity value computed on the
 BZ1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1159.degrees latitude (g = 980.6199 gals.).
 BZ1159
 BZ1159.The modeled gravity was interpolated from observed gravity values.
 BZ1159
 BZ1159;                    North         East     Units Scale Factor Converg.
 BZ1159;SPC TX C     - 3,235,735.542 1,058,506.766   MT  0.99996421   +1 56 56.6
 BZ1159;SPC TX C     -10,615,909.02  3,472,784.28   sFT  0.99996421   +1 56 56.6
 BZ1159;SPC TXNC     - 2,009,638.975   784,874.657   MT  1.00013288   +1 03 50.3
 BZ1159;SPC TXNC     - 6,593,290.54  2,575,042.94   sFT  1.00013288   +1 03 50.3
 BZ1159;UTM  14      - 3,514,020.381   732,180.052   MT  1.00026490   +1 17 23.3
 BZ1159
 BZ1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1159!SPC TX C     -   0.99997243  x   0.99996421  =   0.99993665
 BZ1159!SPC TXNC     -   0.99997243  x   1.00013288  =   1.00010531
 BZ1159!UTM  14      -   0.99997243  x   1.00026490  =   1.00023733
 BZ1159
 BZ1159:                Primary Azimuth Mark                     Grid Az
 BZ1159:SPC TX C     -  TEHUACANA WESTMINSTER COLLEGE            025 19 38.6
 BZ1159:SPC TXNC     -  TEHUACANA WESTMINSTER COLLEGE            026 12 44.9
 BZ1159:UTM  14      -  TEHUACANA WESTMINSTER COLLEGE            025 59 11.9
 BZ1159
 BZ1159|---------------------------------------------------------------------|
 BZ1159| PID    Reference Object                     Distance      Geod. Az  |
 BZ1159|                                                           dddmmss.s |
 BZ1159| BZ1417 TEHUACANA WESTMINSTER COLLEGE       APPROX. 0.7 KM 0271635.2 |
 BZ1159| BZ1416 TEHUACANA MUNICIPAL TANK            APPROX. 0.5 KM 0302355.2 |
 BZ1159| BZ1386 WORTHAM MUNICIPAL TANK              APPROX.10.2 KM 0542953.1 |
 BZ1159| BZ1384 WORTHAM STANDPIPE                   APPROX.10.3 KM 0552108.5 |
 BZ1159| BZ1157 TEHUACANA RM 2                       22.697 METERS 06934     |
 BZ1159| BZ1156 TEHUACANA AZ MK                                    0832052.8 |
 BZ1159| BZ1376 TEAGUE MUNICIPAL TANK               APPROX.27.9 KM 1145728.9 |
 BZ1159| BZ1378 TEAGUE LOW TANK AT RR SHOPS         APPROX.27.6 KM 1154849.9 |
 BZ1159| BZ1380 MEXIA METH CH ROUND DOME            APPROX. 9.1 KM 1332032.7 |
 BZ1159| BZ1379 MEXIA FIRST PRESB CH SPIRE          APPROX. 8.7 KM 1341120.3 |
 BZ1159| BZ1382 MEXIA MUNGERS TANK                  APPROX. 8.9 KM 1373827.9 |
 BZ1159| BZ1381 MEXIA MUNGERS COMPRESS              APPROX. 9.1 KM 1382339.8 |
 BZ1159| BZ1158 TEHUACANA RM 1                       36.577 METERS 18158     |
 BZ1159| BZ1429 HUBBARD MUNICIPAL STANDPIPE         APPROX.26.4 KM 2974427.1 |
 BZ1159| BZ1428 HUBBARD TALL SQUARE DOME            APPROX.25.9 KM 2982109.6 |
 BZ1159|---------------------------------------------------------------------|
 BZ1159
 BZ1159                          SUPERSEDED SURVEY CONTROL
 BZ1159
 BZ1159  NAD 83(1986)-  31 44 17.18753(N)    096 32 57.04574(W) AD(       ) 1
 BZ1159  NAD 27      -  31 44 16.59200(N)    096 32 56.10400(W) AD(       ) 1
 BZ1159  NGVD 29 (07/19/86)  201.5    (m)          661.     (f) VERT ANG       
 BZ1159
 BZ1159.Superseded values are not recommended for survey control.
 BZ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1159.See file dsdata.txt to determine how the superseded data were derived.
 BZ1159
 BZ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA3218014020(NAD 83)
 BZ1159_MARKER: DS = TRIANGULATION STATION DISK
 BZ1159_SETTING: 80 = SET IN A BOULDER
 BZ1159_SP_SET: BOULDER
 BZ1159_STAMPING: TEHUACANA 1919
 BZ1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1159+STABILITY: SURFACE MOTION
 BZ1159
 BZ1159  HISTORY     - Date     Condition        Report By
 BZ1159  HISTORY     - 1919     MONUMENTED       CGS
 BZ1159  HISTORY     - 1935     GOOD             CGS
 BZ1159  HISTORY     - 1937     GOOD             TXHD
 BZ1159  HISTORY     - 1948     GOOD             CGS
 BZ1159  HISTORY     - 1970     GOOD             NGS
 BZ1159  HISTORY     - 1980     GOOD             NGS
 BZ1159  HISTORY     - 1980     GOOD             NGS
 BZ1159  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1159
 BZ1159                          STATION DESCRIPTION
 BZ1159
 BZ1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1159'STATION IS IN THE SOUTHERN PART OF THE TOWN OF TEHUACANA, ON
 BZ1159'THE HIGHEST POINT OF THE RIDGE, ABOUT 150 METERS (492 FEET) W
 BZ1159'OF THE TEHUACANA-MEXIA ROAD, IN A SMALL VACANT LOT OWNED BY
 BZ1159'W.C. MC AFEE, 35 METERS (115 FEET) N OF HIS HOUSE, AND ABOUT
 BZ1159'15 METERS (49 FEET) E OF HIS STABLES.  STATION MARK IS A STANDARD
 BZ1159'DISK SET WITH CEMENT IN LARGE OUTCROPPING BOULDER OR BEDROCK.
 BZ1159'REFERENCE MARK IS A STANDARD DISK SET WITH CEMENT IN LARGE
 BZ1159'OUTCROPPING BOULDER OR BEDROCK.  IT IS 36.59 METERS (120.0
 BZ1159'FEET) FROM THE STATION.
 BZ1159'TEHUACANA WESTMINSTER COLLEGE, ONE-HALF MILE DISTANT, IS N 27 DEG
 BZ1159'17 MIN E.
 BZ1159
 BZ1159                          STATION RECOVERY (1935)
 BZ1159
 BZ1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1159'THIS STATION WAS RECOVERED AND WAS FOUND IN EXCELLENT CONDITION.
 BZ1159'THE REFERENCE MARK WAS RECOVERED AND FOUND IN EXCELLENT
 BZ1159'CONDITION.  THE REFERENCE MARK IS LOCATED AT THE NW CORNER OF
 BZ1159'MR. MC AFEES HOUSE.  IT IS ABOUT 3 METERS N OF A GOOD SIZED
 BZ1159'BOX-ELDER TREE, AND ABOUT 1.5 METERS NW OF THE NW HOUSE CORNER.
 BZ1159'THE STATION IS LOCATED AS DESCRIBED AND IS ABOUT 28 FEET W OF
 BZ1159'A CIRCULAR ROCK FENCE ABOUT THREE FEET HIGH, APPARENTLY BUILT
 BZ1159'AS AN ORNAMENT.  THE TEHUACANA LATITUDE AND LONGITUDE STATION
 BZ1159'FORMERLY LOCATED ON THIS HILL HAS BEEN DESTROYED, AND THE
 BZ1159'CONCRETE PIER IS NOW LAYING ON A BLUFF BEHIND MR. MC AFEES
 BZ1159'HOUSE.
 BZ1159'
 BZ1159'TO REACH MC AFEES HOUSE FROM THE POST OFFICE AT TEHUACANA, GO
 BZ1159'S FROM POST OFFICE ON STATE HIGHWAY 7 A DISTANCE OF ABOUT 0.1
 BZ1159'MILE TO A BRICK CHURCH ON LEFT SIDE OF HIGHWAY.  PASS CHURCH, AND
 BZ1159'TURN AT NEXT RIGHT HAND TURN.  GO ONE BLOCK W TO MC AFEES HOUSE.
 BZ1159
 BZ1159                          STATION RECOVERY (1937)
 BZ1159
 BZ1159'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1159'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BZ1159'NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 BZ1159
 BZ1159                          STATION RECOVERY (1948)
 BZ1159
 BZ1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1159'STATION WAS FOUND AS DESCRIBED AND THE STATION MARK, DESCRIBED
 BZ1159'WAS IN GOOD CONDITION AS WAS REFERENCE MARK 1919.
 BZ1159'A NEW REFERENCE MARK WAS ESTABLISHED AND ALSO AN AZIMUTH MARK.
 BZ1159'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BZ1159'
 BZ1159'STATION IS LOCATED AT THE SOUTHERN EDGE OF TEHUACANA, ABOUT
 BZ1159'0.2 MILE WEST OF THE MEXIA-TEHUACANA ROAD (STATE HIGHWAY 171).
 BZ1159'IT IS ON THE HIGH PART OF A RIDGE AND ON PROPERTY OWNED BY
 BZ1159'MRS. H.A. DOZIER, 110 FEET SOUTH OF MRS. DOZIERS HOUSE, 45 FEET
 BZ1159'SOUTH OF THE NORTH PROPERTY LINE, 27 FEET NORTH OF A LONE TREE
 BZ1159'AND 30-1/2 FEET WEST OF ANOTHER TREE.  MARK IS SET IN A DRILL
 BZ1159'HOLE IN A LARGE OUTCROPPING BOULDER AND THE DISC IS STAMPED,
 BZ1159'TEHUACANA 1919.
 BZ1159'
 BZ1159'REFERENCE MARK 1919, IS 120.00 FEET SOUTH OF THE STATION, 5 FEET
 BZ1159'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND IN THE BACK
 BZ1159'YARD OF THE HOME.  THE MARK IS SET IN A
 BZ1159'DRILL HOLE IN OUTCROPPING ROCKS AND THE DISC IS STAMPED,
 BZ1159'TEHUACANA 1919.
 BZ1159'
 BZ1159'REFERENCE MARK NO. 2 IS 74.46 FEET EAST OF THE STATION, 21 FEET
 BZ1159'SOUTH OF THE SOUTH PROPERTY LINE, AND 48-1/2 FEET EAST OF A
 BZ1159'LONE TREE.  THE MARK, IS SET IN A DRILL
 BZ1159'HOLE IN OUTCROPPING ROCK AND THE DISC IS STAMPED, TEHUCANA NO
 BZ1159'2 1948.
 BZ1159'
 BZ1159'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST OF THE STATION, 36
 BZ1159'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 171, 16 FEET
 BZ1159'NORTH OF THE APPROXIMATE CENTER LINE OF THE EAST-WEST LITTLE USED
 BZ1159'STREET, AND 21 FEET SOUTH OF A CEDAR TREE, THE MOST SOUTHERLY
 BZ1159'OF SEVERAL.  THE MARK, PROJECTS ABOUT 3
 BZ1159'INCHES AND THE DISC IS STAMPED, TEHUCANA 1948.  (NOTE THE
 BZ1159'SPELLING ON THE 1948 MARKS IS AS INDICATED)
 BZ1159'
 BZ1159'STATION WAS REACHED FROM THE POST OFFICE IN TEHUACANA BY GOING
 BZ1159'SOUTH ON STATE HIGHWAY 171 FOR 0.15 MILE TO A BRICK CHURCH ON
 BZ1159'THE LEFT.  CONTINUE SOUTH FOR 0.05 MILE TO THE AZIMUTH MARK ON
 BZ1159'THE RIGHT AS DESCRIBED ABOVE.  HERE TURN RIGHT FOR ABOUT 0.05
 BZ1159'MILE, THEN LEFT TO A GATE ON THE RIGHT.  GO THRU GATE AND TO
 BZ1159'HOUSE AND GATE IN THE NORTHWEST CORNER OF THE YARD.  FROM THE
 BZ1159'GATE THE STATION SITE IS ABOUT 110 FEET NORTH EAST.
 BZ1159'
 BZ1159'OBSERVATIONS FROM A 64 FOOT STEEL TOWER.
 BZ1159
 BZ1159                          STATION RECOVERY (1970)
 BZ1159
 BZ1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 BZ1159'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 BZ1159'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS VERY ADEQUATE.
 BZ1159'
 BZ1159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHERN
 BZ1159'PART OF THE TOWN TECHUACANA
 BZ1159
 BZ1159                          STATION RECOVERY (1980)
 BZ1159
 BZ1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDH)
 BZ1159'RECOVERED IN GOOD CONDITION.
 BZ1159'
 BZ1159'NEW DESCRIPTION--0.3 KM (0.2 MI.) S. ALONG BUSINESS ROUTE STATE
 BZ1159'HWY. 171 FROM THE P.O. IN TEHUACANA, THENCE 0.1 KM (0.05 MI.)
 BZ1159'W. ALONG A PAVED STREET, THENCE 0.1 KM (0.05 MI.) S. ALONG A
 BZ1159'PAVED STREET, THENCE 0.1 KM (0.05 MI.) W. ALONG A PRIVATE DRIVE
 BZ1159'TO THE TED DOZIER RESIDENCE.
 BZ1159
 BZ1159                          STATION RECOVERY (1980)
 BZ1159
 BZ1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ1159'8.75 KM NW FROM MEXIA.
 BZ1159'8.0 KM. (5.0 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1159'OF STATE HIGHWAY 14 IN MEXIA, THENCE 0.4 KM. (0.25 MI.) NORTH ALONG
 BZ1159'STATE HIGHWAY 171 BISINESS, THENCE 0.1 KM. (0.05 MI.) WEST ALONG PAVED
 BZ1159'STREET, THENCE 0.15 KM. (0.1 MI.) NORTH ALONG PAVED STREET, THENCE
 BZ1159'0.1 KM. (0.05 MI.) WEST ALONG PRIVATE DRIVE, AT THE TED DOZIER
 BZ1159'RESIDENCE, ALSO 0.3 KM. (0.2 MI.) SOUTH ALONG STATE HIGHWAY 171
 BZ1159'BUSINESS FROM THE POST OFFICE IN TEHUACANA, THENCE 0.1 KM. (0.05 MI.)
 BZ1159'WEST ALONG A PAVED STREET, THENCE 0.1 KM. (0.05 MI.) SOUTH ALONG A
 BZ1159'PAVED STREET, THENCE 0.1 KM. (0.05 MI.) WEST ALONG A PRIVATE DRIVE, IN
 BZ1159'A BOULDER, 14.2 M. (46.5 FT.) SOUTH OF A FENCE, 11.4 M. (37.3 FT.)
 BZ1159'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A BARN, 10.1 M. (33.0 FT.)
 BZ1159'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A BARN.
 BZ1159'THE MARK IS 0.2 M ABOVE THE GROUND.
 BZ1159
 BZ1159                          STATION RECOVERY (2002)
 BZ1159
 BZ1159'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1156 ***********************************************************************
 BZ1156  DESIGNATION -  TEHUACANA AZ MK
 BZ1156  PID         -  BZ1156
 BZ1156  STATE/COUNTY-  TX/LIMESTONE
 BZ1156  USGS QUAD   -  TEHUACANA (1978)
 BZ1156
 BZ1156                         *CURRENT SURVEY CONTROL
 BZ1156  ___________________________________________________________________
 BZ1156* NAD 83(1986)-  31 44 19.     (N)    096 32 50.     (W)     SCALED    
 BZ1156* NAVD 88     -       196.097  (meters)     643.36   (feet)  ADJUSTED  
 BZ1156  ___________________________________________________________________
 BZ1156  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ1156  DYNAMIC HT  -         195.862 (meters)     642.59  (feet)  COMP
 BZ1156  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 BZ1156
 BZ1156  VERT ORDER  -  FIRST     CLASS II
 BZ1156
 BZ1156.The horizontal coordinates were scaled from a topographic map and have
 BZ1156.an estimated accuracy of +/- 6 seconds.
 BZ1156
 BZ1156.The orthometric height was determined by differential leveling
 BZ1156.and adjusted by the National Geodetic Survey in June 1991..
 BZ1156
 BZ1156.The geoid height was determined by GEOID03.
 BZ1156
 BZ1156.The dynamic height is computed by dividing the NAVD 88
 BZ1156.geopotential number by the normal gravity value computed on the
 BZ1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1156.degrees latitude (g = 980.6199 gals.).
 BZ1156
 BZ1156.The modeled gravity was interpolated from observed gravity values.
 BZ1156
 BZ1156;                    North         East    Units  Estimated Accuracy
 BZ1156;SPC TX C     - 3,235,800.    1,058,690.      MT  (+/- 180 meters Scaled)
 BZ1156
 BZ1156                          SUPERSEDED SURVEY CONTROL
 BZ1156
 BZ1156.No superseded survey control is available for this station.
 BZ1156
 BZ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA323140(NAD 83)
 BZ1156_MARKER: DZ = AZIMUTH MARK DISK
 BZ1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1156_SP_SET: CONCRETE POST
 BZ1156_STAMPING: TEHUACANA 1948
 BZ1156_PROJECTION: PROJECTING 6 CENTIMETERS
 BZ1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1156+STABILITY: SURFACE MOTION
 BZ1156
 BZ1156  HISTORY     - Date     Condition        Report By
 BZ1156  HISTORY     - 1948     MONUMENTED       CGS
 BZ1156  HISTORY     - 1980     GOOD             NGS
 BZ1156  HISTORY     - 20020824 POOR             USPSQD
 BZ1156
 BZ1156                          STATION DESCRIPTION
 BZ1156
 BZ1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1156'8.7 KM NW FROM MEXIA.
 BZ1156'8.0 KM. (5.0 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1156'OF STATE HIGHWAY 14 IN MEXIA, THENCE 0.7 KM. (0.45 MI.) NORTH ALONG
 BZ1156'STATE HIGHWAY 171 BUSINESS, AT A PAVED STREET LEADING WEST, ALSO
 BZ1156'0.3 KM. (0.2 MI.) SOUTH ALONG STATE HIGHWAY 171 BUSINESS FROM THE POST
 BZ1156'OFFICE IN TEHUACANA, 11.0 M. (36.0 FT.) WEST OF THE CENTERLINE OF THE
 BZ1156'HIGHWAY, 4.6 M. (15.0 FT.) NORTH OF THE CENTERLINE OF THE PAVED
 BZ1156'STREET, 11.6 M. (38.0 FT.) NORTH OF A POWERLINE POLE WITH A LIGHT AND
 BZ1156'TRANSFORMER, 2.6 M. (8.5 FT.) SOUTHWEST OF A GAS METER.
 BZ1156'THE MARK IS ABOVE LEVEL WITH HIGHWAY 171 BUSINESS.
 BZ1156
 BZ1156                          STATION RECOVERY (2002)
 BZ1156
 BZ1156'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ1156'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0205 ***********************************************************************
 BZ0205  DESIGNATION -  TEHUACANA AZ MK
 BZ0205  PID         -  BZ0205
 BZ0205  STATE/COUNTY-  TX/FREESTONE
 BZ0205  USGS QUAD   -  KIRVIN (1982)
 BZ0205
 BZ0205                         *CURRENT SURVEY CONTROL
 BZ0205  ___________________________________________________________________
 BZ0205* NAD 83(1986)-  31 49 57.     (N)    096 16 13.     (W)     SCALED    
 BZ0205* NAVD 88     -       114.550  (meters)     375.82   (feet)  ADJUSTED  
 BZ0205  ___________________________________________________________________
 BZ0205  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0205  DYNAMIC HT  -         114.415 (meters)     375.38  (feet)  COMP
 BZ0205  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 BZ0205
 BZ0205  VERT ORDER  -  SECOND    CLASS 0
 BZ0205
 BZ0205.The horizontal coordinates were scaled from a topographic map and have
 BZ0205.an estimated accuracy of +/- 6 seconds.
 BZ0205
 BZ0205.The orthometric height was determined by differential leveling
 BZ0205.and adjusted by the National Geodetic Survey in June 1991..
 BZ0205
 BZ0205.The geoid height was determined by GEOID03.
 BZ0205
 BZ0205.The dynamic height is computed by dividing the NAVD 88
 BZ0205.geopotential number by the normal gravity value computed on the
 BZ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0205.degrees latitude (g = 980.6199 gals.).
 BZ0205
 BZ0205.The modeled gravity was interpolated from observed gravity values.
 BZ0205
 BZ0205;                    North         East    Units  Estimated Accuracy
 BZ0205;SPC TX C     - 3,247,130.    1,084,540.      MT  (+/- 180 meters Scaled)
 BZ0205
 BZ0205                          SUPERSEDED SURVEY CONTROL
 BZ0205
 BZ0205  NGVD 29 (??/??/92)  114.535  (m)          375.77   (f) ADJ UNCH    2 0
 BZ0205
 BZ0205.Superseded values are not recommended for survey control.
 BZ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0205.See file dsdata.txt to determine how the superseded data were derived.
 BZ0205
 BZ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA583251(NAD 83)
 BZ0205_MARKER: DZ = AZIMUTH MARK DISK
 BZ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0205_STAMPING: TEHUACANA 1946
 BZ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0205+STABILITY: SURFACE MOTION
 BZ0205
 BZ0205  HISTORY     - Date     Condition        Report By
 BZ0205  HISTORY     - 1946     MONUMENTED       CGS
 BZ0205  HISTORY     - 1947     GOOD             NGS
 BZ0205  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0205
 BZ0205                          STATION DESCRIPTION
 BZ0205
 BZ0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0205'4.9 MI SE FROM STREETMAN.
 BZ0205'4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 75 FROM THE BURLINGTON-ROCK
 BZ0205'ISLAND RAILROAD OVER PASS AT STREETMAN, AT THE TOP OF A HILL, 140.0
 BZ0205'FEET SOUTHEAST OF R E A CO-OP POLE NO. 13/309, 50.0 FEET SOUTHWEST OF
 BZ0205'THE CENTER OF THE HIGHWAY, 14.0 FEET NORTHWEST OF THE CENTER OF A
 BZ0205'PRIVATE ROAD LEADING SOUTHWEST INTO A PASTURE, 2.0 FEET NORTHWEST OF A
 BZ0205'REFERENCE POST, A BRONZE AZIMUTH MARK DISK SET IN A CONCRETE POST
 BZ0205'ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.4 FOOT.
 BZ0205
 BZ0205                          STATION RECOVERY (2002)
 BZ0205
 BZ0205'RECOVERY NOTE BY US POWER SQUADRON 2002
 BZ0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1416 ***********************************************************************
 BZ1416  DESIGNATION -  TEHUACANA MUNICIPAL TANK
 BZ1416  PID         -  BZ1416
 BZ1416  STATE/COUNTY-  TX/LIMESTONE
 BZ1416  USGS QUAD   -  TEHUACANA (1978)
 BZ1416
 BZ1416                         *CURRENT SURVEY CONTROL
 BZ1416  ___________________________________________________________________
 BZ1416* NAD 83(1993)-  31 44 31.82539(N)    096 32 47.00981(W)     ADJUSTED  
 BZ1416* NAVD 88     -                                                        
 BZ1416  ___________________________________________________________________
 BZ1416  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 BZ1416  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ1416
 BZ1416  HORZ ORDER  -  THIRD
 BZ1416
 BZ1416.The horizontal coordinates were established by classical geodetic methods
 BZ1416.and adjusted by the National Geodetic Survey in February 1996..
 BZ1416
 BZ1416
 BZ1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1416
 BZ1416.The geoid height was determined by GEOID03.
 BZ1416
 BZ1416;                    North         East     Units Scale Factor Converg.
 BZ1416;SPC TX C     - 3,236,195.387 1,058,755.919   MT  0.99996513   +1 57 01.8
 BZ1416;SPC TX C     -10,617,417.70  3,473,601.71   sFT  0.99996513   +1 57 01.8
 BZ1416;SPC TXNC     - 2,010,094.993   785,130.925   MT  1.00013127   +1 03 55.8
 BZ1416;SPC TXNC     - 6,594,786.66  2,575,883.71   sFT  1.00013127   +1 03 55.8
 BZ1416;UTM  14      - 3,514,477.467   732,434.555   MT  1.00026636   +1 17 29.1
 BZ1416
 BZ1416                          SUPERSEDED SURVEY CONTROL
 BZ1416
 BZ1416  NAD 83(1986)-  31 44 31.83374(N)    096 32 46.99106(W) AD(       ) 4
 BZ1416  NAD 27      -  31 44 31.23500(N)    096 32 46.05100(W) AD(       ) 3
 BZ1416
 BZ1416.Superseded values are not recommended for survey control.
 BZ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1416.See file dsdata.txt to determine how the superseded data were derived.
 BZ1416
 BZ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA3243514477(NAD 83)
 BZ1416_MARKER: 53 = ELEVATED TANK
 BZ1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1416+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ1416
 BZ1416  HISTORY     - Date     Condition        Report By
 BZ1416  HISTORY     - 1948     FIRST OBSERVED   CGS
 BZ1416  HISTORY     - 20020824 GOOD             USPSQD
 BZ1416
 BZ1416                          STATION DESCRIPTION
 BZ1416
 BZ1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1416'STATION IS LOCATED IN THE NORTHEAST CORNER OF SCHOOL YARD ABOUT
 BZ1416'0.15 MILE SOUTHEAST OF THE TEHUACANA POST OFFICE.  STATION
 BZ1416'HAS FOUR STEEL LEGS, 85 FEET HIGH AND 30 FEET SQUARE AT BASE.
 BZ1416'STATION IS SILVER IN COLOR.
 BZ1416'
 BZ1416'THE POINT INTERSECTED WAS THE BALL FINIAL.
 BZ1416
 BZ1416                          STATION RECOVERY (2002)
 BZ1416
 BZ1416'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0203 ***********************************************************************
 BZ0203  DESIGNATION -  TEHUACANA RM 1
 BZ0203  PID         -  BZ0203
 BZ0203  STATE/COUNTY-  TX/FREESTONE
 BZ0203  USGS QUAD   -  KIRVIN (1982)
 BZ0203
 BZ0203                         *CURRENT SURVEY CONTROL
 BZ0203  ___________________________________________________________________
 BZ0203* NAD 83(1986)-  31 50 11.     (N)    096 16 29.     (W)     SCALED    
 BZ0203* NAVD 88     -       113.598  (meters)     372.70   (feet)  ADJUSTED  
 BZ0203  ___________________________________________________________________
 BZ0203  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0203  DYNAMIC HT  -         113.464 (meters)     372.26  (feet)  COMP
 BZ0203  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 BZ0203
 BZ0203  VERT ORDER  -  SECOND    CLASS 0
 BZ0203
 BZ0203.The horizontal coordinates were scaled from a topographic map and have
 BZ0203.an estimated accuracy of +/- 6 seconds.
 BZ0203
 BZ0203.The orthometric height was determined by differential leveling
 BZ0203.and adjusted by the National Geodetic Survey in June 1991..
 BZ0203
 BZ0203.The geoid height was determined by GEOID03.
 BZ0203
 BZ0203.The dynamic height is computed by dividing the NAVD 88
 BZ0203.geopotential number by the normal gravity value computed on the
 BZ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0203.degrees latitude (g = 980.6199 gals.).
 BZ0203
 BZ0203.The modeled gravity was interpolated from observed gravity values.
 BZ0203
 BZ0203;                    North         East    Units  Estimated Accuracy
 BZ0203;SPC TX C     - 3,247,540.    1,084,100.      MT  (+/- 180 meters Scaled)
 BZ0203
 BZ0203                          SUPERSEDED SURVEY CONTROL
 BZ0203
 BZ0203  NGVD 29 (??/??/92)  113.584  (m)          372.65   (f) ADJ UNCH    2 0
 BZ0203
 BZ0203.Superseded values are not recommended for survey control.
 BZ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0203.See file dsdata.txt to determine how the superseded data were derived.
 BZ0203
 BZ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA579255(NAD 83)
 BZ0203_MARKER: DR = REFERENCE MARK DISK
 BZ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0203_STAMPING: TEHUACANA NO 1 1946
 BZ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0203+STABILITY: SURFACE MOTION
 BZ0203
 BZ0203  HISTORY     - Date     Condition        Report By
 BZ0203  HISTORY     - 1946     MONUMENTED       CGS
 BZ0203  HISTORY     - 1947     GOOD             NGS
 BZ0203  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0203
 BZ0203                          STATION DESCRIPTION
 BZ0203
 BZ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0203'4.5 MI SE FROM STREETMAN.
 BZ0203'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 75 FROM THE BURLINGTON-ROCK
 BZ0203'ISLAND RAILROAD OVER PASS AT STREETMAN, AT THE TOP OF A HILL, 210.0
 BZ0203'FEET SOUTHEAST OF THE INTERSECTION OF THE CENTER-LINES OF THE HIGHWAY
 BZ0203'AND A DIRT ROAD LEADING SOUTHWEST, 48.5 FEET NORTHEAST OF THE CENTER
 BZ0203'OF THE HIGHWAY, 133.0 FEET EAST OF AND ACROSS THE HIGHWAY FROM
 BZ0203'REFERENCE MARK TEHUACANA NO 2, 82.0 FEET SOUTHEAST OF TEHUACANA
 BZ0203'TRIANGULATION STATION, A BRONZE REFERENCE MARK DISK SET IN A CONCRETE
 BZ0203'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.5 FOOT.
 BZ0203
 BZ0203                          STATION RECOVERY (2002)
 BZ0203
 BZ0203'RECOVERY NOTE BY US POWER SQUADRON 2002
 BZ0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1158 ***********************************************************************
 BZ1158  DESIGNATION -  TEHUACANA RM 1
 BZ1158  PID         -  BZ1158
 BZ1158  STATE/COUNTY-  TX/LIMESTONE
 BZ1158  USGS QUAD   -  TEHUACANA (1978)
 BZ1158
 BZ1158                         *CURRENT SURVEY CONTROL
 BZ1158  ___________________________________________________________________
 BZ1158* NAD 83(1986)-  31 44 17.     (N)    096 32 57.     (W)     SCALED    
 BZ1158* NAVD 88     -       200.643  (meters)     658.28   (feet)  ADJUSTED  
 BZ1158  ___________________________________________________________________
 BZ1158  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ1158  DYNAMIC HT  -         200.402 (meters)     657.49  (feet)  COMP
 BZ1158  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 BZ1158
 BZ1158  VERT ORDER  -  FIRST     CLASS II
 BZ1158
 BZ1158.The horizontal coordinates were scaled from a topographic map and have
 BZ1158.an estimated accuracy of +/- 6 seconds.
 BZ1158
 BZ1158.The orthometric height was determined by differential leveling
 BZ1158.and adjusted by the National Geodetic Survey in June 1991..
 BZ1158
 BZ1158.The geoid height was determined by GEOID03.
 BZ1158
 BZ1158.The dynamic height is computed by dividing the NAVD 88
 BZ1158.geopotential number by the normal gravity value computed on the
 BZ1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1158.degrees latitude (g = 980.6199 gals.).
 BZ1158
 BZ1158.The modeled gravity was interpolated from observed gravity values.
 BZ1158
 BZ1158;                    North         East    Units  Estimated Accuracy
 BZ1158;SPC TX C     - 3,235,730.    1,058,510.      MT  (+/- 180 meters Scaled)
 BZ1158
 BZ1158                          SUPERSEDED SURVEY CONTROL
 BZ1158
 BZ1158.No superseded survey control is available for this station.
 BZ1158
 BZ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA321140(NAD 83)
 BZ1158_MARKER: DR = REFERENCE MARK DISK
 BZ1158_SETTING: 80 = SET IN A BOULDER
 BZ1158_SP_SET: BOULDER
 BZ1158_STAMPING: TEHUACANA NO 1 1919
 BZ1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1158+STABILITY: SURFACE MOTION
 BZ1158
 BZ1158  HISTORY     - Date     Condition        Report By
 BZ1158  HISTORY     - 1919     MONUMENTED       CGS
 BZ1158  HISTORY     - 1980     GOOD             NGS
 BZ1158  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1158
 BZ1158                          STATION DESCRIPTION
 BZ1158
 BZ1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1158'8.75 KM NW FROM MEXIA.
 BZ1158'8.0 KM. (5.0 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1158'OF STATE HIGHWAY 14 IN MEXIA, THENCE 0.4 KM. (0.25 MI.) NORTH ALONG
 BZ1158'STATE HIGHWAY 171 BUSINESS, THENCE 0.1 KM. (0.05 MI.) WEST ALONG A
 BZ1158'PAVED STREET, THENCE 0.15 KM. (0.1 MI.) NORTH ALONG A PAVED STREET,
 BZ1158'THENCE 0.1 KM. (0.05 MI.) WEST ALONG A PRIVATE DRIVE, AT THE TED
 BZ1158'DOZIER RESIDENCE, ALSO 0.3 KM. (0.2 MI.) SOUTH ALONG STATE HIGHWAY 171
 BZ1158'BUSINESS FROM THE POST OFFICE IN TEHUACANA, THENCE 0.1 KM. (0.05 MI.)
 BZ1158'WEST ALONG A PAVED STREET, THENCE 0.1 KM. (0.05 MI.) SOUTH ALONG A
 BZ1158'PAVED STREET, THENCE 0.1 KM. (0.05 MI.) WEST ALONG A PRIVATE DRIVE, IN
 BZ1158'A BOULDER, 36.7 M. (120.3 FT.) SOUTH OF TRIANGULATION STATION
 BZ1158'TEHUACANA, 6.1 M. (20.0 FT.) SOUTH-SOUTHEAST OF A SMALL GATE, 5.9 M.
 BZ1158'(17.0 FT.) SOUTH OF A FENCE, 1.5 M. (5.0 FT.) WEST OF THE NORTHWEST
 BZ1158'CORNER OF A LARGE WHITE HOUSE.
 BZ1158'THE MARK IS 0.1 M ABOVE THE GROUND.
 BZ1158
 BZ1158                          STATION RECOVERY (2002)
 BZ1158
 BZ1158'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0204 ***********************************************************************
 BZ0204  DESIGNATION -  TEHUACANA RM 2
 BZ0204  PID         -  BZ0204
 BZ0204  STATE/COUNTY-  TX/FREESTONE
 BZ0204  USGS QUAD   -  KIRVIN (1982)
 BZ0204
 BZ0204                         *CURRENT SURVEY CONTROL
 BZ0204  ___________________________________________________________________
 BZ0204* NAD 83(1986)-  31 50 11.     (N)    096 16 29.     (W)     SCALED    
 BZ0204* NAVD 88     -       114.011  (meters)     374.05   (feet)  ADJUSTED  
 BZ0204  ___________________________________________________________________
 BZ0204  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0204  DYNAMIC HT  -         113.877 (meters)     373.61  (feet)  COMP
 BZ0204  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 BZ0204
 BZ0204  VERT ORDER  -  SECOND    CLASS 0
 BZ0204
 BZ0204.The horizontal coordinates were scaled from a topographic map and have
 BZ0204.an estimated accuracy of +/- 6 seconds.
 BZ0204
 BZ0204.The orthometric height was determined by differential leveling
 BZ0204.and adjusted by the National Geodetic Survey in June 1991..
 BZ0204
 BZ0204.The geoid height was determined by GEOID03.
 BZ0204
 BZ0204.The dynamic height is computed by dividing the NAVD 88
 BZ0204.geopotential number by the normal gravity value computed on the
 BZ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0204.degrees latitude (g = 980.6199 gals.).
 BZ0204
 BZ0204.The modeled gravity was interpolated from observed gravity values.
 BZ0204
 BZ0204;                    North         East    Units  Estimated Accuracy
 BZ0204;SPC TX C     - 3,247,540.    1,084,100.      MT  (+/- 180 meters Scaled)
 BZ0204
 BZ0204                          SUPERSEDED SURVEY CONTROL
 BZ0204
 BZ0204  NGVD 29 (??/??/92)  113.997  (m)          374.01   (f) ADJ UNCH    2 0
 BZ0204
 BZ0204.Superseded values are not recommended for survey control.
 BZ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0204.See file dsdata.txt to determine how the superseded data were derived.
 BZ0204
 BZ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA579255(NAD 83)
 BZ0204_MARKER: DR = REFERENCE MARK DISK
 BZ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0204_STAMPING: TEHUACANA NO 2 1946
 BZ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0204+STABILITY: SURFACE MOTION
 BZ0204
 BZ0204  HISTORY     - Date     Condition        Report By
 BZ0204  HISTORY     - 1946     MONUMENTED       CGS
 BZ0204  HISTORY     - 1947     GOOD             NGS
 BZ0204  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0204
 BZ0204                          STATION DESCRIPTION
 BZ0204
 BZ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0204'4.5 MI SE FROM STREETMAN.
 BZ0204'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 75 FROM THE BURLINGTON-ROCK
 BZ0204'ISLAND RAILROAD OVER PASS AT STREETMAN, AT THE TOP OF A HILL, 81.0
 BZ0204'FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING SOUTHWEST, 43.0
 BZ0204'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 133.0 FEET WEST OF AND
 BZ0204'ACROSS THE HIGHWAY FROM REFERENCE MARK TEHUACANA NO 1, 105.3 FEET
 BZ0204'SOUTHWEST OF AND ACROSS THE HIGHWAY FROM TEHUACANA TRIANGULATION
 BZ0204'STATION, A BRONZE REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT 2
 BZ0204'FEET ABOVE THE HIGHWAY AND PROJECTING 0.3 FOOT.
 BZ0204
 BZ0204                          STATION RECOVERY (2002)
 BZ0204
 BZ0204'RECOVERY NOTE BY US POWER SQUADRON 2002
 BZ0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1157 ***********************************************************************
 BZ1157  DESIGNATION -  TEHUACANA RM 2
 BZ1157  PID         -  BZ1157
 BZ1157  STATE/COUNTY-  TX/LIMESTONE
 BZ1157  USGS QUAD   -  TEHUACANA (1978)
 BZ1157
 BZ1157                         *CURRENT SURVEY CONTROL
 BZ1157  ___________________________________________________________________
 BZ1157* NAD 83(1986)-  31 44 17.     (N)    096 32 56.     (W)     SCALED    
 BZ1157* NAVD 88     -       200.393  (meters)     657.46   (feet)  ADJUSTED  
 BZ1157  ___________________________________________________________________
 BZ1157  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ1157  DYNAMIC HT  -         200.152 (meters)     656.67  (feet)  COMP
 BZ1157  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 BZ1157
 BZ1157  VERT ORDER  -  FIRST     CLASS II
 BZ1157
 BZ1157.The horizontal coordinates were scaled from a topographic map and have
 BZ1157.an estimated accuracy of +/- 6 seconds.
 BZ1157
 BZ1157.The orthometric height was determined by differential leveling
 BZ1157.and adjusted by the National Geodetic Survey in June 1991..
 BZ1157
 BZ1157.The geoid height was determined by GEOID03.
 BZ1157
 BZ1157.The dynamic height is computed by dividing the NAVD 88
 BZ1157.geopotential number by the normal gravity value computed on the
 BZ1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1157.degrees latitude (g = 980.6199 gals.).
 BZ1157
 BZ1157.The modeled gravity was interpolated from observed gravity values.
 BZ1157
 BZ1157;                    North         East    Units  Estimated Accuracy
 BZ1157;SPC TX C     - 3,235,730.    1,058,540.      MT  (+/- 180 meters Scaled)
 BZ1157
 BZ1157                          SUPERSEDED SURVEY CONTROL
 BZ1157
 BZ1157.No superseded survey control is available for this station.
 BZ1157
 BZ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA322140(NAD 83)
 BZ1157_MARKER: DR = REFERENCE MARK DISK
 BZ1157_SETTING: 80 = SET IN A BOULDER
 BZ1157_SP_SET: BOULDER
 BZ1157_STAMPING: TEHUACANA NO 2 1948
 BZ1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1157+STABILITY: SURFACE MOTION
 BZ1157
 BZ1157  HISTORY     - Date     Condition        Report By
 BZ1157  HISTORY     - 1948     MONUMENTED       CGS
 BZ1157  HISTORY     - 1980     GOOD             NGS
 BZ1157  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1157
 BZ1157                          STATION DESCRIPTION
 BZ1157
 BZ1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1157'8.75 KM NW FROM MEXIA.
 BZ1157'8.0 KM. (5.0 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1157'OF STATE HIGHWAY 14 IN MEXIA, THENCE 0.4 KM. (0.25 MI.) NORTH ALONG
 BZ1157'STATE HIGHWAY 171 BUSINESS, THENCE 0.1 KM. (0.05 MI.) WEST ALONG A
 BZ1157'PAVED STREET, THENCE 0.15 KM. (0.1 MI.) NORTH ALONG A PAVED STREET,
 BZ1157'THENCE 0.1 KM. (0.05 MI.) WEST ALONG A PRIVATE DRIVE, AT THE TED
 BZ1157'DOZIER RESIDENCE, ALSO 0.3 KM. (0.2 MI.) SOUTH ALONG STATE HIGHWAY 171
 BZ1157'BUSINESS FROM THE POST OFFICE IN TEHUACANA, THENCE 0.1 KM. (0.05 MI.)
 BZ1157'WEST ALONG A PAVED STREET, THENCE 0.1 KM. (0.05 MI.) SOUTH ALONG A
 BZ1157'PAVED STREET, THENCE 0.1 KM. (0.05 MI.) WEST ALONG A PRIVATE DRIVE, IN
 BZ1157'A BOULDER, 22.8 M. (74.8 FT.) EAST-NORTHEAST OF TRIANGULATION STATION
 BZ1157'TEHUACANA, 6.2 M. (20.5 FT.) SOUTH OF A FENCE.
 BZ1157'THE MARK IS 0.1 M ABOVE THE GROUND.
 BZ1157
 BZ1157                          STATION RECOVERY (2002)
 BZ1157
 BZ1157'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1417 ***********************************************************************
 BZ1417  DESIGNATION -  TEHUACANA WESTMINSTER COLLEGE
 BZ1417  PID         -  BZ1417
 BZ1417  STATE/COUNTY-  TX/LIMESTONE
 BZ1417  USGS QUAD   -  TEHUACANA (1978)
 BZ1417
 BZ1417                         *CURRENT SURVEY CONTROL
 BZ1417  ___________________________________________________________________
 BZ1417* NAD 83(1993)-  31 44 38.63311(N)    096 32 44.11964(W)     ADJUSTED  
 BZ1417* NAVD 88     -                                                        
 BZ1417  ___________________________________________________________________
 BZ1417  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 BZ1417  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ1417
 BZ1417  HORZ ORDER  -  THIRD
 BZ1417
 BZ1417.The horizontal coordinates were established by classical geodetic methods
 BZ1417.and adjusted by the National Geodetic Survey in February 1996..
 BZ1417
 BZ1417
 BZ1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1417
 BZ1417.The geoid height was determined by GEOID03.
 BZ1417
 BZ1417;                    North         East     Units Scale Factor Converg.
 BZ1417;SPC TX C     - 3,236,407.530 1,058,824.807   MT  0.99996556   +1 57 03.3
 BZ1417;SPC TX C     -10,618,113.70  3,473,827.72   sFT  0.99996556   +1 57 03.3
 BZ1417;SPC TXNC     - 2,010,306.082   785,203.094   MT  1.00013053   +1 03 57.3
 BZ1417;SPC TXNC     - 6,595,479.20  2,576,120.48   sFT  1.00013053   +1 03 57.3
 BZ1417;UTM  14      - 3,514,688.867   732,505.900   MT  1.00026677   +1 17 30.9
 BZ1417
 BZ1417                          SUPERSEDED SURVEY CONTROL
 BZ1417
 BZ1417  NAD 83(1986)-  31 44 38.64167(N)    096 32 44.10074(W) AD(       ) 4
 BZ1417  NAD 27      -  31 44 38.04000(N)    096 32 43.16200(W) AD(       ) 3
 BZ1417
 BZ1417.Superseded values are not recommended for survey control.
 BZ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1417.See file dsdata.txt to determine how the superseded data were derived.
 BZ1417
 BZ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA3250614689(NAD 83)
 BZ1417
 BZ1417  HISTORY     - Date     Condition        Report By
 BZ1417  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1417  HISTORY     - 1948     GOOD             CGS
 BZ1417  HISTORY     - 20020824 POOR             USPSQD
 BZ1417
 BZ1417                          STATION DESCRIPTION
 BZ1417
 BZ1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1417'THIS STATION IS LOCATED AT THE SOUTHEAST EDGE OF THE TOWN OF
 BZ1417'TEHUACANA AND NEAR THE CENTER OF THE COLLEGE CAMPUS.  IT
 BZ1417'IS NEAR THE CENTER OF A LARGE BUILDING, THE LARGEST OF A
 BZ1417'GROUP OF BUILDINGS.  THE CENTER OF THE DOME SHAPED ROOF OF
 BZ1417'THE STEEPLE WAS THE POINT INTERSECTED.
 BZ1417
 BZ1417                          STATION RECOVERY (2002)
 BZ1417
 BZ1417'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ1417'THE ENTIRE DOME OF THIS HUGE BUILDING WAS REMOVED IN ONE PIECE BY
 BZ1417'CRANES IN THE 1970'S AND NOW RESTS BESIDE THE BUILDING.  AN EXACT
 BZ1417'REPLICA IS BEING BUILT TO BE PINNED IN THE SAME POSITION AS THE
 BZ1417'ORIGINAL.  IT IS ESTIMATED TO BE FITTED ATOP THE BUILDING IN 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0774 ***********************************************************************
 EM0774  DESIGNATION -  TEL
 EM0774  PID         -  EM0774
 EM0774  STATE/COUNTY-  TX/WICHITA
 EM0774  USGS QUAD   -  SUNSHINE HILL (1972)
 EM0774
 EM0774                         *CURRENT SURVEY CONTROL
 EM0774  ___________________________________________________________________
 EM0774* NAD 83(1993)-  34 00 04.31715(N)    098 51 11.26418(W)     ADJUSTED  
 EM0774* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 EM0774  ___________________________________________________________________
 EM0774  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 EM0774  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EM0774
 EM0774  HORZ ORDER  -  THIRD
 EM0774
 EM0774.The horizontal coordinates were established by classical geodetic methods
 EM0774.and adjusted by the National Geodetic Survey in February 1996..
 EM0774
 EM0774.The orthometric height was scaled from a topographic map.
 EM0774
 EM0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0774
 EM0774.The geoid height was determined by GEOID03.
 EM0774
 EM0774;                    North         East     Units Scale Factor Converg.
 EM0774;SPC TXNC     - 2,258,944.816   567,376.458   MT  1.00000982   -0 11 33.3
 EM0774;SPC TXNC     - 7,411,221.45  1,861,467.60   sFT  1.00000982   -0 11 33.3
 EM0774;UTM  14      - 3,762,298.664   513,563.039   MT  0.99960227   +0 04 55.7
 EM0774
 EM0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0774!SPC TXNC     -   0.99995147  x   1.00000982  =   0.99996129
 EM0774!UTM  14      -   0.99995147  x   0.99960227  =   0.99955376
 EM0774
 EM0774|---------------------------------------------------------------------|
 EM0774| PID    Reference Object                     Distance      Geod. Az  |
 EM0774|                                                           dddmmss.s |
 EM0774| CX8781 TEL RM 1                             10.721 METERS 10956     |
 EM0774| DO0285 M 114                                              1171051.8 |
 EM0774| CX8782 TEL RM 2                             24.967 METERS 21409     |
 EM0774| EM0776 ELECTRA S MUNICIPAL TANK            APPROX. 6.7 KM 2960508.5 |
 EM0774|---------------------------------------------------------------------|
 EM0774
 EM0774                          SUPERSEDED SURVEY CONTROL
 EM0774
 EM0774  NAD 83(1993)-  34 00 04.31726(N)    098 51 11.26401(W) AD(       ) 3
 EM0774  NAD 83(1986)-  34 00 04.32212(N)    098 51 11.25207(W) AD(       ) 3
 EM0774  NAD 27      -  34 00 03.98599(N)    098 51 10.01235(W) AD(       ) 3
 EM0774
 EM0774.Superseded values are not recommended for survey control.
 EM0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0774.See file dsdata.txt to determine how the superseded data were derived.
 EM0774
 EM0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1356362299(NAD 83)
 EM0774_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0774
 EM0774  HISTORY     - Date     Condition        Report By
 EM0774  HISTORY     - 1965     MONUMENTED       CGS
 EM0774
 EM0774                          STATION DESCRIPTION
 EM0774
 EM0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0774'STATION IS 11 MILES WEST-NORTHWEST OF IOWA PARK AND 4 MILES
 EM0774'EAST-SOUTHEAST OF ELECTRA ON THE SOUTH RIGHT-OF-WAY OF
 EM0774'U.S. HIGHWAY 287.
 EM0774'
 EM0774'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 EM0774'AND TEXAS STATE HIGHWAY 25 IN THE WEST EDGE OF ELECTRA, GO
 EM0774'SOUTHEAST ON U.S. HIGHWAY 287 FOR 4.4 MILES TO A
 EM0774'CROSSROAD.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.1 MILE TO THE
 EM0774'STATION ON THE RIGHT.
 EM0774'
 EM0774'STATION MARK IS A STANDARD DISK, STAMPED TEL 1965, SET IN THE
 EM0774'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EM0774'FLUSH WITH THE GROUND.  IT IS 52 FEET SOUTH-SOUTHWEST OF THE
 EM0774'CENTERLINE OF U.S. HIGHWAY 287, 21.2 FEET NORTH OF THE NORTH RAIL
 EM0774'OF A RAILROAD TRACK AND AT ABOUT THE SAME ELEVATION AS THE
 EM0774'HIGHWAY.
 EM0774'
 EM0774'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TEL NO 1 1965, SET IN
 EM0774'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EM0774'FLUSH WITH THE GROUND.  IT IS 48 FEET SOUTH-SOUTHWEST OF THE
 EM0774'CENTERLINE OF THE HIGHWAY, 23.3 FEET NORTH OF THE NORTH RAIL OF
 EM0774'THE RAILROAD TRACK AND AT ABOUT THE SAME ELEVATION AS THE
 EM0774'STATION.
 EM0774'
 EM0774'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TEL NO 2 1965, SET
 EM0774'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EM0774'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 5 FEET NORTH OF
 EM0774'AN EAST-WEST FENCE, 2 FEET WEST OF A WITNESS POST, 1.5 FEET EAST
 EM0774'OF A TELEPHONE POLE AND AT ABOUT THE SAME ELEVATION AS THE
 EM0774'STATION.
 EM0774'
 EM0774'BENCH MARK M114 IS A STANDARD BENCH MARK DISK, STAMPED M114 1933,
 EM0774'CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH, CONCRETE
 EM0774'HEADWALL OF THE WEST ABUTMENT OF A RAILROAD BRIDGE.  IT IS 0.05
 EM0774'MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 287 AND FARM ROAD
 EM0774'2384, 35.5 FEET WEST OF MILEPOST 13.5 AND 4.8 FEET SOUTH OF THE
 EM0774'SOUTH RAIL OF A RAILROAD TRACK.  TO REACH THE BENCH MARK FROM
 EM0774'THE STATION, GO EAST-SOUTHEAST ON U.S. HIGHWAY 287 FOR 0.95 MILE
 EM0774'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0782 ***********************************************************************
 BN0782  DESIGNATION -  TELEGRAPH
 BN0782  PID         -  BN0782
 BN0782  STATE/COUNTY-  TX/KIMBLE
 BN0782  USGS QUAD   -  TELEGRAPH (1974)
 BN0782
 BN0782                         *CURRENT SURVEY CONTROL
 BN0782  ___________________________________________________________________
 BN0782* NAD 83(1993)-  30 20 10.87175(N)    099 56 08.84182(W)     ADJUSTED  
 BN0782* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 BN0782  ___________________________________________________________________
 BN0782  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BN0782  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BN0782
 BN0782  HORZ ORDER  -  SECOND
 BN0782
 BN0782.The horizontal coordinates were established by classical geodetic methods
 BN0782.and adjusted by the National Geodetic Survey in February 1996..
 BN0782
 BN0782.The orthometric height was scaled from a topographic map.
 BN0782
 BN0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0782
 BN0782.The geoid height was determined by GEOID03.
 BN0782
 BN0782;                    North         East     Units Scale Factor Converg.
 BN0782;SPC TX C     - 3,074,307.566   738,225.478   MT  0.99994861   +0 12 17.1
 BN0782;SPC TX C     -10,086,290.74  2,421,994.76   sFT  0.99994861   +0 12 17.1
 BN0782;SPC TXSC     - 4,277,774.462   510,014.745   MT  1.00001575   -0 27 30.4
 BN0782;SPC TXSC     -14,034,665.05  1,673,273.38   sFT  1.00001575   -0 27 30.4
 BN0782;UTM  14      - 3,356,428.006   410,049.222   MT  0.99969982   -0 28 21.6
 BN0782
 BN0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0782!SPC TX C     -   0.99990060  x   0.99994861  =   0.99984922
 BN0782!SPC TXSC     -   0.99990060  x   1.00001575  =   0.99991635
 BN0782!UTM  14      -   0.99990060  x   0.99969982  =   0.99960045
 BN0782
 BN0782|---------------------------------------------------------------------|
 BN0782| PID    Reference Object                     Distance      Geod. Az  |
 BN0782|                                                           dddmmss.s |
 BN0782| CV6475 TELEGRAPH RM 1                        7.479 METERS 03943     |
 BN0782| CV6476 TELEGRAPH RM 2                        5.585 METERS 11818     |
 BN0782| CV6474 TELEGRAPH AZ MK                                    1252356.4 |
 BN0782|---------------------------------------------------------------------|
 BN0782
 BN0782                          SUPERSEDED SURVEY CONTROL
 BN0782
 BN0782  NAD 83(1986)-  30 20 10.87691(N)    099 56 08.83006(W) AD(       ) 2
 BN0782  NAD 27      -  30 20 10.18900(N)    099 56 07.58300(W) AD(       ) 2
 BN0782
 BN0782.Superseded values are not recommended for survey control.
 BN0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0782.See file dsdata.txt to determine how the superseded data were derived.
 BN0782
 BN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU1004956428(NAD 83)
 BN0782_MARKER: DS = TRIANGULATION STATION DISK
 BN0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0782
 BN0782  HISTORY     - Date     Condition        Report By
 BN0782  HISTORY     - 1943     MONUMENTED       CGS
 BN0782  HISTORY     - 1944     GOOD             CGS
 BN0782  HISTORY     - 1974     GOOD             USGS
 BN0782
 BN0782                          STATION DESCRIPTION
 BN0782
 BN0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0782'STATION IS LOCATED ABOUT 14.5 MILES SW OF JUNCTION AND 2 MILES
 BN0782'NW OF TELEGRAPH ON THE SUMMIT OF A PROMINENT HILL.  IT IS
 BN0782'ABOUT 10 YARDS N OF THE HIGHEST PART OF THE HILL.
 BN0782'
 BN0782'STATION MARK IS A BRONZE STATION DISK SET IN A SMALL OUTCROPPING
 BN0782'OF BEDROCK.  IT IS STAMPED TELEGRAPH 1943.
 BN0782'
 BN0782'REFERENCE MARK 1 IS ABOUT 18 YARDS N OF THE HIGHEST PART OF
 BN0782'THE HILL.  IT IS A BRONZE REFERENCE DISK SET IN A SMALL
 BN0782'OUTCROPPING OF BEDROCK.  IT IS STAMPED TELEGRAPH NO 1 1943.
 BN0782'
 BN0782'REFERENCE MARK 2 IS ABOUT 10 YARDS N OF THE HIGHEST PART OF
 BN0782'THE HILL.  IT IS A BRONZE REFERENCE DISK SET IN A SMALL
 BN0782'OUTCROPPING OF BEDROCK.  IT IS STAMPED TELEGRAPH NO 2 1943.
 BN0782'
 BN0782'AZIMUTH MARK IS AT THE SUMMIT OF A SMALL HILL WHICH IS ABOUT
 BN0782'100 YARDS S OF THE ROAD TO THE STATION.  IT IS A BRONZE
 BN0782'AZIMUTH DISK SET IN A LARGE OUTCROPPING OF BEDROCK.
 BN0782'
 BN0782'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 BN0782'AND STATE HIGHWAY 29 IN JUNCTION, GO S AND W ON HIGHWAY 29
 BN0782'FOR 15.8 MILES TO TELEGRAPH POST OFFICE, CONTINUE ON HIGHWAY
 BN0782'29 FOR 0.7 MILE TO A FORK AND THE AZIMUTH MARK ON THE LEFT AS
 BN0782'DESCRIBED ABOVE.  TAKE RIGHT FORK AND GO 0.7 MILE.  LEAVE
 BN0782'THE TRUCK AND GO NW DOWN ACROSS THE CANYON AND UP TO THE SUMMIT
 BN0782'OF THE HIGHEST HILL, A DISTANCE OF APPROXIMATELY 2 MILES,
 BN0782'AND THE STATION.
 BN0782'
 BN0782'A 4-FOOT STAND WAS USED.
 BN0782
 BN0782                          STATION RECOVERY (1944)
 BN0782
 BN0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0782'STATION IS LOCATED ABOUT 14 MILES, AIR LINE, SW OF JUNCTION,
 BN0782'12 MILES, AIR LINE, SE OF ROOSEVELT, AND ABOUT 30 FEET N
 BN0782'OF THE HIGHEST PART OF THE HILL.
 BN0782'
 BN0782'STATION MARK IS FLUSH WITH THE GROUND.
 BN0782'
 BN0782'REFERENCE MARK 1 PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 BN0782'
 BN0782'REFERENCE MARK 2 IS FLUSH WITH THE GROUND.
 BN0782'
 BN0782'AZIMUTH MARK IS ON THE SUMMIT OF A SMALL HILL, ABOUT 100
 BN0782'YARDS S OF POINT WHERE ROAD TO STATION LEAVES STATE HIGHWAY
 BN0782'29.  HILL IS MARKED BY A 4- BY 4-INCH WOODEN MARKER POST IN
 BN0782'THE RIGHT-OF-WAY FENCE W OF MARK.  IT IS STAMPED TELEGRAPH
 BN0782'1943 AND IS FLUSH WITH THE GROUND.
 BN0782'
 BN0782'TO REACH STATION FROM THE POST OFFICE IN TELEGRAPH, GO S ON
 BN0782'STATE HIGHWAY 29 FOR 0.7 MILE TO FORK OF GRADED DIRT ROAD RIGHT.
 BN0782'AZIMUTH MARK IS ON SUMMIT OF SMALL HILL TO LEFT.  TAKE RIGHT
 BN0782'FORK THROUGH CATTLE GUARD AND FOLLOW GRADED ROAD SW FOR 2.1
 BN0782'MILES TO FORKS JUST N OF A CATTLE GUARD.  TURN SHARP RIGHT
 BN0782'AND FOLLOW DIM TRACK ROAD N FOR 1.0 MILE TO END OF ROAD AT
 BN0782'FENCE.  FROM HERE PACK N TO HIGHEST POINT OF PROMINENT HILL,
 BN0782'ABOUT 0.5 MILE, AND STATION.
 BN0782
 BN0782                          STATION RECOVERY (1974)
 BN0782
 BN0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (BFD)
 BN0782'GOOD CONDITION.
 BN0782'
 BN0782'TO REACH THE STATION FROM TELEGRAPH, GO N ON U.S. HWY. 377
 BN0782'FOR 1.0 MI. TO T-RD-W.  TURN LEFT AND GO W AND N PASSING
 BN0782'RANCH HOUSE AT 0.4 MI.  PASS ON N SIDE OF HOUSE AND GO N
 BN0782'AND W FOR 1.0 MI TO RD. FK. JUST AFTER CROSSING CREEK.  TAKE
 BN0782'LEFT FORK AND GO S FOR 0.6 MI. CROSSING CREEK TO GATE.  PASS THRU
 BN0782'GATE AND CONTINUE S FOR 0.2 MI. TO RD. FORK.  TAKE RIGHT FORK
 BN0782'AND GO SW FOR 1.15 MI. TO RD. FORK.  TAKE LEFT FORK AND GO S
 BN0782'AND W FOR 1.0 MI. TO A GATE, END OF TRUCK TRAVEL.  PACK N
 BN0782'ALONG FENCE FOR ABOUT 700 YDS. TO TOP OF HILL THEN NE
 BN0782'ALONG TOP FOR ABOUT 300 YDS. TO NE PART OF TOP AND
 BN0782'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1046 ***********************************************************************
 DN1046  DESIGNATION -  TELEPHONE
 DN1046  PID         -  DN1046
 DN1046  STATE/COUNTY-  TX/FANNIN
 DN1046  USGS QUAD   -  TELEPHONE (1980)
 DN1046
 DN1046                         *CURRENT SURVEY CONTROL
 DN1046  ___________________________________________________________________
 DN1046* NAD 83(1993)-  33 47 40.76297(N)    096 00 33.20914(W)     ADJUSTED  
 DN1046* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 DN1046  ___________________________________________________________________
 DN1046  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DN1046  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DN1046
 DN1046  HORZ ORDER  -  SECOND
 DN1046
 DN1046.The horizontal coordinates were established by classical geodetic methods
 DN1046.and adjusted by the National Geodetic Survey in February 1996..
 DN1046
 DN1046.The orthometric height was scaled from a topographic map.
 DN1046
 DN1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1046
 DN1046.The geoid height was determined by GEOID03.
 DN1046
 DN1046;                    North         East     Units Scale Factor Converg.
 DN1046;SPC TXNC     - 2,238,714.747   830,630.325   MT  0.99995655   +1 21 30.4
 DN1046;SPC TXNC     - 7,344,849.97  2,725,159.66   sFT  0.99995655   +1 21 30.4
 DN1046;UTM  14      - 3,743,410.251   776,902.727   MT  1.00054535   +1 39 52.5
 DN1046;UTM  15      - 3,743,460.062   221,388.511   MT  1.00055706   -1 40 29.5
 DN1046
 DN1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1046!SPC TXNC     -   0.99997645  x   0.99995655  =   0.99993301
 DN1046!UTM  14      -   0.99997645  x   1.00054535  =   1.00052179
 DN1046!UTM  15      -   0.99997645  x   1.00055706  =   1.00053350
 DN1046
 DN1046|---------------------------------------------------------------------|
 DN1046| PID    Reference Object                     Distance      Geod. Az  |
 DN1046|                                                           dddmmss.s |
 DN1046| CY2437 TELEPHONE RM 1                       23.626 METERS 08249     |
 DN1046| DM1443 HONEY GROVE MUNICIPAL TANK          APPROX.24.5 KM 1563814.0 |
 DN1046| CY2438 TELEPHONE RM 2                       31.172 METERS 17523     |
 DN1046| CY2436 TELEPHONE AZ MK                                    2153340.2 |
 DN1046|---------------------------------------------------------------------|
 DN1046
 DN1046                          SUPERSEDED SURVEY CONTROL
 DN1046
 DN1046  NAD 83(1993)-  33 47 40.76338(N)    096 00 33.20873(W) AD(       ) 2
 DN1046  NAD 83(1986)-  33 47 40.76897(N)    096 00 33.20025(W) AD(       ) 2
 DN1046  NAD 27      -  33 47 40.40880(N)    096 00 32.28590(W) AD(       ) 2
 DN1046
 DN1046.Superseded values are not recommended for survey control.
 DN1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1046.See file dsdata.txt to determine how the superseded data were derived.
 DN1046
 DN1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7690343410(NAD 83)
 DN1046_MARKER: DS = TRIANGULATION STATION DISK
 DN1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1046+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2002
 DN1046
 DN1046  HISTORY     - Date     Condition        Report By
 DN1046  HISTORY     - 1955     MONUMENTED       CGS
 DN1046  HISTORY     - 1957     GOOD             CGS
 DN1046  HISTORY     - 1964     GOOD             CGS
 DN1046  HISTORY     - 1981     GOOD             LOCSUR
 DN1046  HISTORY     - 19940402 GOOD             USPSQD
 DN1046  HISTORY     - 20021005 GOOD             INDIV
 DN1046
 DN1046                          STATION DESCRIPTION
 DN1046
 DN1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1046'THE STATION IS LOCATED IN A FARM YARD ABOUT 18 MILES AIRLINE
 DN1046'NORTHEAST OF BONHAM, 3 MILES AIRLINE SOUTH OF THE RED RIVER,
 DN1046'AND 1 MILE AIRLINE NORTHEAST OF THE VILLAGE OF TELEPHONE.
 DN1046'
 DN1046'TO REACH THE STATION FROM THE POST OFFICE IN TELEPHONE GO
 DN1046'NORTHEAST ON A PAVED ROAD 0.5 MILE TO A SIDE ROAD AND THE
 DN1046'AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD, NORTHEAST AND
 DN1046'EAST AND GO 0.4 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 DN1046'AND GO NORTH 0.3 MILE TO A FARM HOUSE AND THE STATION ON
 DN1046'THE RIGHT.
 DN1046'
 DN1046'THE STATION MARK IS A STANDARD DISK STAMPED TELEPHONE 1955 SET IN
 DN1046'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 DN1046'THE GROUND.  IT IS 9 FEET EAST OF A WITNESS POST SET IN A
 DN1046'FENCE LINE, 24 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 DN1046'85 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARM HOUSE.
 DN1046'
 DN1046'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED TELEPHONE
 DN1046'NO 1 1955 SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER THAT
 DN1046'IS FLUSH WITH THE GROUND AND THE SAME ELEVATION AS THE STATION.
 DN1046'
 DN1046'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED TELEPHONE
 DN1046'NO 2 1955 SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER THAT
 DN1046'IS FLUSH WITH THE GROUND AND THE SAME ELEVATION AS THE STATION.
 DN1046'
 DN1046'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TELEPHONE 1955
 DN1046'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1046'6 INCHES ABOVE THE GROUND.  IT IS 4 FEET EAST OF A FENCE
 DN1046'LINE, 46 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 DN1046'AND 50 YARDS SOUTH OF THE CENTERLINE OF A DIRT ROAD.
 DN1046
 DN1046                          STATION RECOVERY (1957)
 DN1046
 DN1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1046'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1046'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1046'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1046
 DN1046                          STATION RECOVERY (1964)
 DN1046
 DN1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RMB)
 DN1046'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1046
 DN1046                          STATION RECOVERY (1981)
 DN1046
 DN1046'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (GD)
 DN1046'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 DN1046'
 DN1046'GRAVEL ROAD NEAR AZIMUTH MARKER
 DN1046'HAS BEEN PAVED.  THE DISC IS MISSING BUT CONCRETE AND THE BRONZE
 DN1046'STEAM OF DISC ARE STILL IN PLACE.
 DN1046
 DN1046                          STATION RECOVERY (1994)
 DN1046
 DN1046'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1046'RECOVERED IN GOOD CONDITION.
 DN1046
 DN1046                          STATION RECOVERY (2002)
 DN1046
 DN1046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1046'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1994 USPSQD SURVEY.
 DN1046'DAWGIES OF GEOCACHING.COM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1508 ***********************************************************************
 AH1508  DESIGNATION -  TELEPHONE WINDMILL
 AH1508  PID         -  AH1508
 AH1508  STATE/COUNTY-  TX/KLEBERG
 AH1508  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH1508
 AH1508                         *CURRENT SURVEY CONTROL
 AH1508  ___________________________________________________________________
 AH1508* NAD 83(1993)-  27 28 06.78052(N)    097 41 49.53082(W)     ADJUSTED  
 AH1508* NAVD 88     -                                                        
 AH1508  ___________________________________________________________________
 AH1508  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AH1508  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH1508
 AH1508  HORZ ORDER  -  THIRD
 AH1508
 AH1508.The horizontal coordinates were established by classical geodetic methods
 AH1508.and adjusted by the National Geodetic Survey in February 1996..
 AH1508
 AH1508
 AH1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1508
 AH1508.The geoid height was determined by GEOID03.
 AH1508
 AH1508;                    North         East     Units Scale Factor Converg.
 AH1508;SPC TX S     - 5,199,888.196   379,353.351   MT  0.99992795   +0 21 52.3
 AH1508;SPC TX S     -17,059,966.52  1,244,595.12   sFT  0.99992795   +0 21 52.3
 AH1508;UTM  14      - 3,039,008.446   628,734.617   MT  0.99980457   +0 36 03.8
 AH1508
 AH1508                          SUPERSEDED SURVEY CONTROL
 AH1508
 AH1508  NAD 83(1986)-  27 28 06.79065(N)    097 41 49.50600(W) AD(       ) 4
 AH1508  NAD 27      -  27 28 05.64900(N)    097 41 48.52200(W) AD(       ) 3
 AH1508
 AH1508.Superseded values are not recommended for survey control.
 AH1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1508.See file dsdata.txt to determine how the superseded data were derived.
 AH1508
 AH1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2873539008(NAD 83)
 AH1508_MARKER: 66 = WINDMILL
 AH1508
 AH1508  HISTORY     - Date     Condition        Report By
 AH1508  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1508
 AH1508                          STATION DESCRIPTION
 AH1508
 AH1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1508'ON THE LAURELS DIVISION OF KING RANCH, ABOUT 11 MILES ESE OF
 AH1508'KINGSVILLE, ABOUT 4 MILES SOUTH OF THE MAIN KINGSVILLE-LAURELES
 AH1508'ROAD, AT TELEPHONE CAMP, 57 FT. SOUTH OF A ROUND EARTHEN WATER
 AH1508'RESERVOIR, 18 FT. WEST OF THE EDGE OF A SMALL CONCRETE TANK
 AH1508'SET IN A 10 X 16 FT. CONCRETE BASE.
 AH1508'
 AH1508'STATION IS TOP CENTER OF STEEL WINDMILL TOWER 3/4 FT. HIGH,
 AH1508'AND IS THE HIGHER, AND WESTERLY OF TWO WINDMILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2671 ***********************************************************************
 CS2671  DESIGNATION -  TELICO
 CS2671  PID         -  CS2671
 CS2671  STATE/COUNTY-  TX/ELLIS
 CS2671  USGS QUAD   -  ROSSER (1963)
 CS2671
 CS2671                         *CURRENT SURVEY CONTROL
 CS2671  ___________________________________________________________________
 CS2671* NAD 83(1993)-  32 22 37.01654(N)    096 29 20.74819(W)     ADJUSTED  
 CS2671* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 CS2671  ___________________________________________________________________
 CS2671  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 CS2671  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CS2671
 CS2671  HORZ ORDER  -  FIRST
 CS2671
 CS2671.The horizontal coordinates were established by classical geodetic methods
 CS2671.and adjusted by the National Geodetic Survey in February 1996..
 CS2671
 CS2671.The orthometric height was scaled from a topographic map.
 CS2671
 CS2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2671
 CS2671.The geoid height was determined by GEOID03.
 CS2671
 CS2671;                    North         East     Units Scale Factor Converg.
 CS2671;SPC TXNC     - 2,080,575.272   789,212.429   MT  0.99994144   +1 05 48.2
 CS2671;SPC TXNC     - 6,826,020.70  2,589,274.44   sFT  0.99994144   +1 05 48.2
 CS2671;UTM  14      - 3,584,991.725   736,225.301   MT  1.00028819   +1 20 42.6
 CS2671
 CS2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2671!SPC TXNC     -   0.99998424  x   0.99994144  =   0.99992568
 CS2671!UTM  14      -   0.99998424  x   1.00028819  =   1.00027243
 CS2671
 CS2671|---------------------------------------------------------------------|
 CS2671| PID    Reference Object                     Distance      Geod. Az  |
 CS2671|                                                           dddmmss.s |
 CS2671| CY2440 TELICO RM 1                          32.589 METERS 02816     |
 CS2671| CY2439 TELICO AZ MK                                       2412828.0 |
 CS2671| CY2441 TELICO RM 2                          22.344 METERS 28946     |
 CS2671|---------------------------------------------------------------------|
 CS2671
 CS2671                          SUPERSEDED SURVEY CONTROL
 CS2671
 CS2671  NAD 83(1986)-  32 22 37.02403(N)    096 29 20.73058(W) AD(       ) 1
 CS2671  NAD 27      -  32 22 36.51000(N)    096 29 19.78200(W) AD(       ) 1
 CS2671
 CS2671.Superseded values are not recommended for survey control.
 CS2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2671.See file dsdata.txt to determine how the superseded data were derived.
 CS2671
 CS2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3622584992(NAD 83)
 CS2671_MARKER: DS = TRIANGULATION STATION DISK
 CS2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2671
 CS2671  HISTORY     - Date     Condition        Report By
 CS2671  HISTORY     - 1947     MONUMENTED       CGS
 CS2671  HISTORY     - 1963     GOOD             USGS
 CS2671
 CS2671                          STATION DESCRIPTION
 CS2671
 CS2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2671'LOCATED ABOUT 8-1/2 MILES EAST-NORTHEAST OF ENNIS AT THE
 CS2671'NORTHEAST CORNER OF A CULTIVATED FIELD, 31 FEET SOUTH OF THE
 CS2671'CENTER OF A GRAVEL ROAD AND 6 FEET SOUTH OF A REFERENCE
 CS2671'POST.  IT IS STAMPED TELICO 1947 AND PROJECTS 6 INCHES.
 CS2671'
 CS2671'REFERENCE MARK NO. 1 IS 68 FEET WEST OF POWER POLE NO. 40
 CS2671'7 35 AND 24 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.
 CS2671'IT IS STAMPED TELICO NO 1 1947 AND PROJECTS 6 INCHES.
 CS2671'
 CS2671'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE CENTER OF THE GRAVEL
 CS2671'ROAD.  IT IS STAMPED TELICO NO 2 1947 AND PROJECTS 5 INCHES.
 CS2671'
 CS2671'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF A CULTIVATED FIELD,
 CS2671'29.5 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 2.5 FEET
 CS2671'EAST OF A REFERENCE POST.  IT IS STAMPED TELICO 1947 AND
 CS2671'PROJECTS 4 INCHES.
 CS2671'
 CS2671'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 CS2671'75 AND STATE HIGHWAY NO. 34 AT THE EAST EDGE OF ENNIS, GO
 CS2671'NORTHEASTERLY ON NO. 34 FOR 6.5 MILES.  THEN RIGHT ON A GRAVEL
 CS2671'ROAD (SOUTHERLY THEN EASTERLY) FOR 2.1 MILES TO THE AZIMUTH
 CS2671'MARK ON THE LEFT.  CONTINUE FOR 0.4 MILE TO THE STATION
 CS2671'ON THE RIGHT.
 CS2671'
 CS2671'AN 87 FOOT SIGNAL AT BOIS IS VISIBLE ON THE GROUND.
 CS2671'
 CS2671'A 100 FOOT SIGNAL AT CONEY IS VISIBLE ON THE GROUND.
 CS2671'
 CS2671'A 100 FOOT SIGNAL AT GRAY IS VISIBLE ON THE GROUND.
 CS2671'
 CS2671'AN 87 FOOT SIGNAL AT RICE IS VISIBLE ON THE GROUND.
 CS2671'
 CS2671'AN 87 FOOT SIGNAL AT ALMA IS VISIBLE ON THE GROUND.
 CS2671'
 CS2671'A 74 FOOT SIGNAL AT ENNIS IS VISIBLE ON THE GROUND.
 CS2671'
 CS2671'A 4 FOOT SIGNAL AT VILLAGE IS VISIBLE ON THE GROUND.
 CS2671'
 CS2671'A 74 FOOT SIGNAL AT BRISTOL IS VISIBLE ON THE GROUND.
 CS2671'
 CS2671'A 100 FOOT SIGNAL AT WARSAW IS VISIBLE ON THE GROUND.
 CS2671'
 CS2671'AN 87 FOOT SIGNAL AT SMITH IS VISIBLE ON THE GROUND.
 CS2671'
 CS2671'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2671
 CS2671                          STATION RECOVERY (1963)
 CS2671
 CS2671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CS2671'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M. 1
 CS2671'AND 2 WERE SEARCHED FOR BUT NOT FOUND.  AZIMUTH MARK WAS
 CS2671'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0720 ***********************************************************************
 EN0720  DESIGNATION -  TELL
 EN0720  PID         -  EN0720
 EN0720  STATE/COUNTY-  TX/CHILDRESS
 EN0720  USGS QUAD   -  TELL SOUTH (1981)
 EN0720
 EN0720                         *CURRENT SURVEY CONTROL
 EN0720  ___________________________________________________________________
 EN0720* NAD 83(1993)-  34 21 20.80498(N)    100 24 53.14920(W)     ADJUSTED  
 EN0720* NAVD 88     -       591.     (meters)    1939.     (feet)  SCALED    
 EN0720  ___________________________________________________________________
 EN0720  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 EN0720  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 EN0720
 EN0720  HORZ ORDER  -  SECOND
 EN0720
 EN0720.The horizontal coordinates were established by classical geodetic methods
 EN0720.and adjusted by the National Geodetic Survey in February 1996..
 EN0720
 EN0720.The orthometric height was scaled from a topographic map.
 EN0720
 EN0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0720
 EN0720.The geoid height was determined by GEOID03.
 EN0720
 EN0720;                    North         East     Units Scale Factor Converg.
 EN0720;SPC TX N     - 1,040,018.724   299,845.506   MT  1.00008118   +0 37 44.2
 EN0720;SPC TX N     - 3,412,128.10    983,743.13   sFT  1.00008118   +0 37 44.2
 EN0720;SPC TXNC     - 2,299,830.147   423,832.405   MT  1.00013179   -1 02 39.5
 EN0720;SPC TXNC     - 7,545,359.41  1,390,523.48   sFT  1.00013179   -1 02 39.5
 EN0720;UTM  14      - 3,802,511.821   369,892.010   MT  0.99980866   -0 47 54.6
 EN0720
 EN0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0720!SPC TX N     -   0.99991161  x   1.00008118  =   0.99999278
 EN0720!SPC TXNC     -   0.99991161  x   1.00013179  =   1.00004339
 EN0720!UTM  14      -   0.99991161  x   0.99980866  =   0.99972029
 EN0720
 EN0720:                Primary Azimuth Mark                     Grid Az
 EN0720:SPC TX N     -  TELL AZ MK                               173 37 54.2
 EN0720:SPC TXNC     -  TELL AZ MK                               175 18 17.9
 EN0720:UTM  14      -  TELL AZ MK                               175 03 33.0
 EN0720
 EN0720|---------------------------------------------------------------------|
 EN0720| PID    Reference Object                     Distance      Geod. Az  |
 EN0720|                                                           dddmmss.s |
 EN0720| CX8783 TELL AZ MK                                         1741538.4 |
 EN0720| CX8784 TELL RM 1                            10.705 METERS 18925     |
 EN0720| CX8785 TELL RM 2                            12.857 METERS 27401     |
 EN0720|---------------------------------------------------------------------|
 EN0720
 EN0720                          SUPERSEDED SURVEY CONTROL
 EN0720
 EN0720  NAD 83(1993)-  34 21 20.80542(N)    100 24 53.14827(W) AD(       ) 2
 EN0720  NAD 83(1986)-  34 21 20.81048(N)    100 24 53.14199(W) AD(       ) 2
 EN0720  NAD 27      -  34 21 20.58190(N)    100 24 51.70275(W) AD(       ) 2
 EN0720
 EN0720.Superseded values are not recommended for survey control.
 EN0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0720.See file dsdata.txt to determine how the superseded data were derived.
 EN0720
 EN0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6989202512(NAD 83)
 EN0720_MARKER: DS = TRIANGULATION STATION DISK
 EN0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0720
 EN0720  HISTORY     - Date     Condition        Report By
 EN0720  HISTORY     - 1964     MONUMENTED       CGS
 EN0720
 EN0720                          STATION DESCRIPTION
 EN0720
 EN0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0720'THE STATION IS LOCATED ABOUT 13-1/4 MILES SOUTH OF ESTELLINE, 9-1/4
 EN0720'MILES NORTH-NORTHEAST OF CEE VEE, 2 MILES SOUTHWEST OF TELL, ON THE
 EN0720'HIGHEST POINT OF A LOW HILL AND ON PROPERTY OWNED BY J.T. AND BILLY
 EN0720'ORCUTT OF AMARILLO.
 EN0720'
 EN0720'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 658 AND 94 (THIS
 EN0720'IS ABOUT 13 MILES SOUTH OF ESTELLINE AND 2 MILES WEST OF TELL) GO
 EN0720'EAST ON FARM ROAD 94 FOR 1.0 MILE TO A GRAVELED CROSSROAD, TURN RIGHT
 EN0720'AND GO SOUTH ON THE GRAVELED ROAD FOR 1.45 MILES TO A PRIVATE
 EN0720'DRIVEWAY ON THE RIGHT JUST BEFORE REACHING THE TOP OF A LOW HILL.
 EN0720'TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR 0.05 MILE TO A VACANT
 EN0720'FARMHOUSE AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 EN0720'ENTRANCE TO THE DRIVEWAY, CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.6
 EN0720'MILE TO A CROSSROAD AND THE MARK IN THE SOUTHEAST QUARTER OF THE
 EN0720'INTERSECTION.
 EN0720'
 EN0720'THE STATION MARK IS A STANDARD DISK, STAMPED TELL 1964, CEMENTED IN
 EN0720'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 EN0720'GROUND.  IT IS 47.2 FEET WEST OF THE NORTHWEST CORNER OF THE VACANT
 EN0720'FARMHOUSE, IN LINE WITH THE NORTH SIDE OF THE HOUSE, 36.0 FEET
 EN0720'NORTH OF A WITNESS POST AND 17.2 FEET NORTHEAST OF AN 8 INCH FORKED
 EN0720'TREE.
 EN0720'
 EN0720'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TELL NO 1 1964, CEMENTED
 EN0720'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 EN0720'THE GROUND.  IT IS 27.5 FEET SOUTHEAST OF THE 8 INCH FORKED TREE,
 EN0720'24.1 FEET NORTHWEST OF THE CENTER OF A WINDMILL, 12.5 FEET WEST OF
 EN0720'THE EAST END OF A FENCE LINE, 1.8 FEET WEST OF THE WITNESS POST, 1.0
 EN0720'FEET NORTH OF AN EAST-WEST FENCE AND AT ABOUT THE SAME ELEVATION AS
 EN0720'THE STATION.
 EN0720'
 EN0720'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TELL NO 2 1964, CEMENTED
 EN0720'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES
 EN0720'BELOW THE GROUND.  IT IS 29.7 FEET WEST NORTHWEST OF THE TREE, 16.0
 EN0720'FEET NORTH OF THE NORTHWEST CORNER OF AN OUTHOUSE, 8.4 FEET SOUTH
 EN0720'OF A T FENCE JUNCTION, 1.0 FEET EAST OF A NORTH-SOUTH FENCE AND
 EN0720'ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0720'
 EN0720'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TELL 1964, CEMENTED IN
 EN0720'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 EN0720'ABOVE THE GROUND.  IT IS 61 FEET SOUTHEAST OF THE CENTER OF THE
 EN0720'INTERSECTION, 13 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.7
 EN0720'FEET SOUTHWEST OF A WITNESS POST AND 2.5 FEET WEST OF A GUY POLE.
 EN0720'
 EN0720'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9972 ***********************************************************************
 AG9972  DESIGNATION -  TELL
 AG9972  PID         -  AG9972
 AG9972  STATE/COUNTY-  TX/TRAVIS
 AG9972  USGS QUAD   -  BEE CAVE (1986)
 AG9972
 AG9972                         *CURRENT SURVEY CONTROL
 AG9972  ___________________________________________________________________
 AG9972* NAD 83(1993)-  30 18 44.61748(N)    097 52 45.25733(W)     ADJUSTED  
 AG9972* NAVD 88     -       292.1    (meters)     958.     (feet)  VERTCON   
 AG9972  ___________________________________________________________________
 AG9972  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AG9972  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AG9972
 AG9972  HORZ ORDER  -  THIRD
 AG9972
 AG9972.The horizontal coordinates were established by classical geodetic methods
 AG9972.and adjusted by the National Geodetic Survey in July 1998..
 AG9972
 AG9972.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9972
 AG9972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9972
 AG9972.The geoid height was determined by GEOID03.
 AG9972
 AG9972;                    North         East     Units Scale Factor Converg.
 AG9972;SPC TX C     - 3,074,186.720   936,011.253   MT  0.99995351   +1 15 50.4
 AG9972;SPC TX C     -10,085,894.26  3,070,896.92   sFT  0.99995351   +1 15 50.4
 AG9972;UTM  14      - 3,353,933.909   607,758.119   MT  0.99974325   +0 33 56.6
 AG9972
 AG9972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9972!SPC TX C     -   0.99995813  x   0.99995351  =   0.99991165
 AG9972!UTM  14      -   0.99995813  x   0.99974325  =   0.99970139
 AG9972
 AG9972                          SUPERSEDED SURVEY CONTROL
 AG9972
 AG9972  NGVD 29 (07/28/98)  292.0    (m)          958.     (f) VERT ANG       
 AG9972
 AG9972.Superseded values are not recommended for survey control.
 AG9972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9972.See file dsdata.txt to determine how the superseded data were derived.
 AG9972
 AG9972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0775853934(NAD 83)
 AG9972_MARKER: DS = TRIANGULATION STATION DISK
 AG9972
 AG9972  HISTORY     - Date     Condition        Report By
 AG9972  HISTORY     - 1952     MONUMENTED       USGS
 AG9972
 AG9972                          STATION DESCRIPTION
 AG9972
 AG9972'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AG9972'STATION IS LOCATED APPROXIMATELY 3.6 MI. (AIRLINE) E. OF BEE CAVE AT
 AG9972'JUNCTION OF BEE CAVE ROAD AND STATE HIGHWAY 71 ON HIGH POINT OF
 AG9972'TIMBERED HILL 22 FT. N. OF CENTER OF TELEPHONE LINE CLEARING.
 AG9972'TO REACH STATION FROM BEE CAVE, AT JUNCTION OF STATE HIGHWAY 71 AND
 AG9972'BEE CAVE ROAD, GO E. ON BEE CAVE ROAD 3.7 MI. TO TRACK RD.  TURN RIGHT
 AG9972'AND FOLLOW TRACK RD. FOR ABOUT 100 YDS. TO PLACE WHERE TELEPHONE LINE
 AG9972'CROSSES.  FROM HERE PACK ABOUT 200 YDS. UP HILL ALONG TELEPHONE LINE
 AG9972'TO HIGH POINT AND STATION.
 AG9972'STATION MARK--A USGS STANDARD TABLET STAMPED---TELL 1952 958---,
 AG9972'CEMENTED IN SOLID ROCK.
 AG9972'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER IN TELEPHONE POLE,
 AG9972'22.40 FT. FROM STATION MARK IN TRUE DIRECTION 343 DEGREES 11 MINUTES.
 AG9972'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER IN LARGE BLAZED CEDAR
 AG9972'TREE, 15.90 FT. FROM STATION MARK IN TRUE DIRECTION 58 DEGREES 06
 AG9972'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1316 ***********************************************************************
 BZ1316  DESIGNATION -  TEMPLE
 BZ1316  PID         -  BZ1316
 BZ1316  STATE/COUNTY-  TX/BELL
 BZ1316  USGS QUAD   -  TEMPLE (1993)
 BZ1316
 BZ1316                         *CURRENT SURVEY CONTROL
 BZ1316  ___________________________________________________________________
 BZ1316* NAD 83(1993)-  31 06 43.60610(N)    097 20 34.01095(W)     ADJUSTED  
 BZ1316* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 BZ1316  ___________________________________________________________________
 BZ1316  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 BZ1316  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BZ1316
 BZ1316  HORZ ORDER  -  FIRST
 BZ1316
 BZ1316.The horizontal coordinates were established by classical geodetic methods
 BZ1316.and adjusted by the National Geodetic Survey in February 1996..
 BZ1316
 BZ1316.The orthometric height was scaled from a topographic map.
 BZ1316
 BZ1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1316
 BZ1316.The geoid height was determined by GEOID03.
 BZ1316
 BZ1316;                    North         East     Units Scale Factor Converg.
 BZ1316;SPC TX C     - 3,164,069.056   985,208.257   MT  0.99988360   +1 32 25.1
 BZ1316;SPC TX C     -10,380,783.23  3,232,304.09   sFT  0.99988360   +1 32 25.1
 BZ1316;UTM  14      - 3,443,208.097   658,033.138   MT  0.99990806   +0 51 23.4
 BZ1316
 BZ1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1316!SPC TX C     -   0.99996812  x   0.99988360  =   0.99985172
 BZ1316!UTM  14      -   0.99996812  x   0.99990806  =   0.99987618
 BZ1316
 BZ1316:                Primary Azimuth Mark                     Grid Az
 BZ1316:SPC TX C     -  TEMPLE AZ MK                             002 44 16.1
 BZ1316:UTM  14      -  TEMPLE AZ MK                             003 25 17.8
 BZ1316
 BZ1316|---------------------------------------------------------------------|
 BZ1316| PID    Reference Object                     Distance      Geod. Az  |
 BZ1316|                                                           dddmmss.s |
 BZ1316| CV6477 TEMPLE AZ MK                                       0041641.2 |
 BZ1316| BZ1308 WESTPHALIA CATH CHURCH N SPIRE      APPROX.21.7 KM 0865230.5 |
 BZ1316| BZ1310 WESTPHALIA CATH CHURCH S SPIRE      APPROX.21.7 KM 0865506.1 |
 BZ1316| BZ1309 WESTPHALIA                          APPROX.21.7 KM 0874634.4 |
 BZ1316| BM0850 ROGERS CITY WATER TANK              APPROX.23.9 KM 1513729.1 |
 BZ1316| BZ1317 TEMPLE CENTRAL TEX COMP CO TK       APPROX. 3.2 KM 1731803.2 |
 BZ1316| BZ1315 TEMPLE SCOTT WH HOSP LNDRY STK      APPROX. 2.3 KM 1863514.9 |
 BZ1316| BZ1314 TEMPLE CITY SW WATER TANK           APPROX. 3.4 KM 1922433.6 |
 BZ1316| BM0859 AUSTIN WACO AIRWAY BEACON 39        APPROX.24.3 KM 2104252.4 |
 BZ1316| CV6479 TEMPLE RM 2                          22.020 METERS 23506     |
 BZ1316| BZ1318 TEMPLE CITY NW WATER TANK           179.696 METERS 27223     |
 BZ1316| CV6478 TEMPLE RM 1                          26.992 METERS 33613     |
 BZ1316|---------------------------------------------------------------------|
 BZ1316
 BZ1316                          SUPERSEDED SURVEY CONTROL
 BZ1316
 BZ1316  NAD 83(1986)-  31 06 43.61576(N)    097 20 33.99538(W) AD(       ) 1
 BZ1316  NAD 27      -  31 06 42.96700(N)    097 20 32.98100(W) AD(       ) 1
 BZ1316
 BZ1316.Superseded values are not recommended for survey control.
 BZ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1316.See file dsdata.txt to determine how the superseded data were derived.
 BZ1316
 BZ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5803343208(NAD 83)
 BZ1316_MARKER: DS = TRIANGULATION STATION DISK
 BZ1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1316+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1316
 BZ1316  HISTORY     - Date     Condition        Report By
 BZ1316  HISTORY     - 1943     MONUMENTED       CGS
 BZ1316  HISTORY     - 1949     GOOD             CGS
 BZ1316  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BZ1316  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ1316  HISTORY     - 1973     GOOD             NGS
 BZ1316  HISTORY     - 19910403 GOOD             USPSQD
 BZ1316  HISTORY     - 19950716 GOOD             USPSQD
 BZ1316  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1316  HISTORY     - 20020112 GOOD             USPSQD
 BZ1316  HISTORY     - 20031011 GOOD             USPSQD
 BZ1316
 BZ1316                          STATION DESCRIPTION
 BZ1316
 BZ1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1316'IN THE NW SECTION OF TEMPLE, ABOUT 1 MILE W OF N OF CITY
 BZ1316'HALL, IN PARKWAY BETWEEN CURB AND UNLAID SIDEWALK OF THIRTEENTH
 BZ1316'STREET, AND JUST S OF CORNER OF THIRTEENTH STREET AND NUGENT
 BZ1316'AVENUE.  THE MARK IS 15 FEET E OF THE CURB OF N THIRTEENTH
 BZ1316'STREET, AND 36 FEET S OF W NUGENT AVENUE, AND 12 FEET W
 BZ1316'OF WOVEN WIRE FENCE.  THE MARK IS SET FLUSH WITH THE GROUND
 BZ1316'AND IS STAMPED TEMPLE 1943.
 BZ1316'
 BZ1316'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1, AND THE AZIMUTH
 BZ1316'MARK ARE BRONZE DISKS SET IN CONCRETE.
 BZ1316'
 BZ1316'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE GROUND 1 FOOT
 BZ1316'N OF W NUGENT AVENUE AT THE NW INTERSECTION OF W NUGENT AVENUE
 BZ1316'AND N THIRTEENTH STREET.  THE MARK IS N OF THE STATION.
 BZ1316'
 BZ1316'REFERENCE MARK NO. 2 IS SET FLUSH IN THE CURB OF N THIRTEENTH
 BZ1316'STREET ON THE W SIDE, 1 FOOT N OF DRIVEWAY, AND ABOUT 100
 BZ1316'FEET S OF W NUGENT AVENUE.  THE MARK IS W OF THE STATION.
 BZ1316'
 BZ1316'THE AZIMUTH MARK IS 0.35 MILE N OF THE STATION.  THE MARK
 BZ1316'IS 2 FEET SW OF TELEPHONE POLE, 150 FEET NE OF WHITE HOUSE,
 BZ1316'AND 21 FEET W OF CENTER LINE OF ROAD.  REACHED FROM THE
 BZ1316'STATION BY GOING W ONE BLOCK, THEN TURN RIGHT, N, FOR 0.3
 BZ1316'MILE TO AZIMUTH MARK ON LEFT.
 BZ1316'
 BZ1316'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 BZ1316'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BZ1316'
 BZ1316'REACHED FROM THE CITY HALL BY GOING W 1 BLOCK ON ROUTE 53.
 BZ1316'THENCE N ON U.S. HIGHWAY 81 FOR 0.95 MILE TO NUGENT AVENUE.
 BZ1316'THENCE W ON NUGENT AVENUE 0.25 MILE TO THIRTEENTH STREET AND
 BZ1316'STATION ON LEFT.
 BZ1316'
 BZ1316'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BZ1316
 BZ1316                          STATION RECOVERY (1949)
 BZ1316
 BZ1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 BZ1316'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 BZ1316'CONDITION AS DESCRIBED.
 BZ1316'
 BZ1316'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE NEAR THE
 BZ1316'CENTER OF THE INTERSECTION OF A NEW STREET IN A HOUSING
 BZ1316'DEVELOPMENT.  THE LINE FROM THE AZIMUTH MARK TO THE STATION
 BZ1316'WAS OBSTRUCTED BY A LARGE RESIDENCE.  THE AZIMUTH MARK WAS
 BZ1316'REMOVED AT THE REQUEST OF THE COUNTY SURVEYOR TO CLEAR THE
 BZ1316'NEW ROADWAY.  BECAUSE OF LOCAL OBSTRUCTION, AN INITIAL STATION
 BZ1316'WAS NOT AVAILABLE, AND A NEW AZIMUTH MARK WAS NOT SET.
 BZ1316
 BZ1316                          STATION RECOVERY (1960)
 BZ1316
 BZ1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 BZ1316'THIS STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN
 BZ1316'GOOD CONDITION AS DESCRIBED IN 1949.  THE STATION IS NOW
 BZ1316'IN THE FRONT LAWN OF A LARGE RANCH STYLE STONE HOUSE, ABOUT
 BZ1316'6 INCHES BELOW THE SURFACE OF THE LAWN AND UNDER A ROW OF
 BZ1316'PECAN TREES.
 BZ1316
 BZ1316                          STATION RECOVERY (1965)
 BZ1316
 BZ1316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ1316'STATION AND R.M. 1 WERE NOT RECOVERED.  THEY ARE PROBABLY
 BZ1316'BURIED IN A LAWN AND COULD BE RECOVERED BY DIGGING.  R.M. 2
 BZ1316'WAS RECOVERED AS DESCRIBED.
 BZ1316
 BZ1316                          STATION RECOVERY (1973)
 BZ1316
 BZ1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 BZ1316'THE STATION AND R.M. 2 WAS RECOVERED IN GOOD CONDITION, NO
 BZ1316'DESCRIPTION WAS AVAILABLE TO THIS PARTY.  THE MARK IS LOCATED
 BZ1316'ON THE PROPERTY OF MR. C.A. SCHULZ AT 615 W. NUGENT, AT ITS
 BZ1316'INTERSECTION WITH N. 13TH ST.  IT IS 41.5 FEET NW OF THE NW
 BZ1316'CORNER OF THE HOUSE.  33.8 FEET SW OF THE SW CURB OF W. NUGENT
 BZ1316'AVE..  13.0 FEET SE OF THE SE CURB OF N. 13TH ST.  R.M. 2
 BZ1316'IS WEST OF THE STATION AND CEMENTED IN A DRILL HOLE IN THE
 BZ1316'NW CURB OF N 13TH ST. ON THE NORTH SIDE OF A PRIVATE DRIVEWAY.
 BZ1316
 BZ1316                          STATION RECOVERY (1991)
 BZ1316
 BZ1316'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1316'RECOVERED IN GOOD CONDITION.
 BZ1316
 BZ1316                          STATION RECOVERY (1995)
 BZ1316
 BZ1316'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1316'RECOVERED IN GOOD CONDITION.
 BZ1316
 BZ1316                          STATION RECOVERY (2001)
 BZ1316
 BZ1316'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1316'MARK NOT FOUND.
 BZ1316
 BZ1316                          STATION RECOVERY (2002)
 BZ1316
 BZ1316'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 BZ1316'ADD, 2.8 METERS (9.3 FT) SOUTH FROM CENTER OF END PECAN TREE IN A ROW
 BZ1316'OF TREES AND UNDER 6 INCHES OF TOPSOIL. RM 1 ALSO UNDER TOPSOIL AND RM
 BZ1316'2 RECOVERED ON CURB AS DESCRIBED.
 BZ1316
 BZ1316                          STATION RECOVERY (2003)
 BZ1316
 BZ1316'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1325 ***********************************************************************
 BZ1325  DESIGNATION -  TEMPLE ARMY AIR FIELD BEACON
 BZ1325  PID         -  BZ1325
 BZ1325  STATE/COUNTY-  TX/BELL
 BZ1325  USGS QUAD   -  MOFFAT (1993)
 BZ1325
 BZ1325                         *CURRENT SURVEY CONTROL
 BZ1325  ___________________________________________________________________
 BZ1325* NAD 83(1993)-  31 08 56.13494(N)    097 24 45.03503(W)     ADJUSTED  
 BZ1325* NAVD 88     -                                                        
 BZ1325  ___________________________________________________________________
 BZ1325  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 BZ1325  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BZ1325
 BZ1325  HORZ ORDER  -  THIRD
 BZ1325
 BZ1325.This mark is at Draughon-Miller Muni (TPL) Airport (TPL)
 BZ1325
 BZ1325.The horizontal coordinates were established by classical geodetic methods
 BZ1325.and adjusted by the National Geodetic Survey in February 1996..
 BZ1325
 BZ1325
 BZ1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1325
 BZ1325.The geoid height was determined by GEOID03.
 BZ1325
 BZ1325;                    North         East     Units Scale Factor Converg.
 BZ1325;SPC TX C     - 3,167,972.067   978,452.630   MT  0.99988504   +1 30 15.8
 BZ1325;SPC TX C     -10,393,588.36  3,210,140.00   sFT  0.99988504   +1 30 15.8
 BZ1325;UTM  14      - 3,447,191.456   651,324.475   MT  0.99988246   +0 49 16.7
 BZ1325
 BZ1325                          SUPERSEDED SURVEY CONTROL
 BZ1325
 BZ1325  NAD 83(1986)-  31 08 56.14312(N)    097 24 45.02141(W) AD(       ) 4
 BZ1325  NAD 27      -  31 08 55.50600(N)    097 24 43.98700(W) AD(       ) 3
 BZ1325
 BZ1325.Superseded values are not recommended for survey control.
 BZ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1325.See file dsdata.txt to determine how the superseded data were derived.
 BZ1325
 BZ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5132447191(NAD 83)
 BZ1325_MARKER: 21 = AIRPORT BEACON
 BZ1325
 BZ1325  HISTORY     - Date     Condition        Report By
 BZ1325  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1325  HISTORY     - 1956     GOOD             CGS
 BZ1325  HISTORY     - 1960     GOOD             CGS
 BZ1325  HISTORY     - 1964     GOOD             CGS
 BZ1325  HISTORY     - 1973     GOOD             NGS
 BZ1325  HISTORY     - 19860615 GOOD             NGS
 BZ1325  HISTORY     - 19950715 GOOD             USPSQD
 BZ1325  HISTORY     - 20010317 GOOD             USPSQD
 BZ1325
 BZ1325                          STATION DESCRIPTION
 BZ1325
 BZ1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WMT)
 BZ1325'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION FOLLOWS--
 BZ1325'
 BZ1325'LOCATED IN THE EASTERN SECTION OF THE BLDG. AREA, 375 FT.
 BZ1325'NE OF ELEVATED WATER TANK, 83.0 FT. E OF N-S ROAD, 31.0
 BZ1325'FT. N OF 9 FT X 9 FT CONCRETE ELECTRICAL VAULT AND 84 FT.
 BZ1325'SW OF INSIDE CORNER OF L SHAPED BLDG.  A STANDARD CAA ROTATING
 BZ1325'LITE SHOWING GREEN AND CLEAR, MOUNTED ON A FOURLEGGED STEEL
 BZ1325'TOWER, ABOUT 60 FT. HIGH.  POINT OBSERVED ON, CENTER OF LITE.
 BZ1325'
 BZ1325'AIRPORT IS NOW DRAUGHON-MILLER AIRPORT (TEMPLE MUNICIPAL).
 BZ1325
 BZ1325                          STATION RECOVERY (1960)
 BZ1325
 BZ1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 BZ1325'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1325
 BZ1325                          STATION RECOVERY (1964)
 BZ1325
 BZ1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 BZ1325'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BZ1325
 BZ1325                          STATION RECOVERY (1973)
 BZ1325
 BZ1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 BZ1325'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 BZ1325'AS DESCRIBED.
 BZ1325
 BZ1325                          STATION RECOVERY (1986)
 BZ1325
 BZ1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BZ1325'STATION IS LOCATED 400 FT (121.9 M) SW OF THE AIRPORT TERMINAL
 BZ1325'BUILDING, 400 FT (121.9 M) E OF THE AIRPORT WATER TANK, 130 FT (39.6
 BZ1325'M) NW OF THE AIRPORT ENTRANCE DRIVE, AND 60 FT (18.3 M) SE OF THE
 BZ1325'AIRPORT EXIT DRIVE.  THE STATION IS A ROTATING LIGHT SHOWING ALTERNATE
 BZ1325'GREEN AND CLEAR LIGHT WHICH IS MOUNTED ATOP A 60 FOOT (18.3 M) STEEL
 BZ1325'TOWER.  NOTE, QUAD 310972 STA 1023 POSITION PUBLISHED BY GEODESY.
 BZ1325
 BZ1325                          STATION RECOVERY (1995)
 BZ1325
 BZ1325'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1325'RECOVERED IN GOOD CONDITION.
 BZ1325
 BZ1325                          STATION RECOVERY (2001)
 BZ1325
 BZ1325'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1317 ***********************************************************************
 BZ1317  DESIGNATION -  TEMPLE CENTRAL TEX COMP CO TK
 BZ1317  PID         -  BZ1317
 BZ1317  STATE/COUNTY-  TX/BELL
 BZ1317  USGS QUAD   -  TEMPLE (1993)
 BZ1317
 BZ1317                         *CURRENT SURVEY CONTROL
 BZ1317  ___________________________________________________________________
 BZ1317* NAD 83(1993)-  31 04 59.56453(N)    097 20 19.81188(W)     ADJUSTED  
 BZ1317* NAVD 88     -                                                        
 BZ1317  ___________________________________________________________________
 BZ1317  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 BZ1317  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ1317
 BZ1317  HORZ ORDER  -  THIRD
 BZ1317
 BZ1317.The horizontal coordinates were established by classical geodetic methods
 BZ1317.and adjusted by the National Geodetic Survey in February 1996..
 BZ1317
 BZ1317
 BZ1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1317
 BZ1317.The geoid height was determined by GEOID03.
 BZ1317
 BZ1317;                    North         East     Units Scale Factor Converg.
 BZ1317;SPC TX C     - 3,160,876.485   985,670.556   MT  0.99988276   +1 32 32.4
 BZ1317;SPC TX C     -10,370,308.93  3,233,820.82   sFT  0.99988276   +1 32 32.4
 BZ1317;UTM  14      - 3,440,010.151   658,457.293   MT  0.99990972   +0 51 28.1
 BZ1317
 BZ1317                          SUPERSEDED SURVEY CONTROL
 BZ1317
 BZ1317  NAD 83(1986)-  31 04 59.57420(N)    097 20 19.79636(W) AD(       ) 4
 BZ1317  NAD 27      -  31 04 58.91900(N)    097 20 18.78000(W) AD(       ) 3
 BZ1317
 BZ1317.Superseded values are not recommended for survey control.
 BZ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1317.See file dsdata.txt to determine how the superseded data were derived.
 BZ1317
 BZ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5845740010(NAD 83)
 BZ1317_MARKER: 53 = ELEVATED TANK
 BZ1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1317+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1317
 BZ1317  HISTORY     - Date     Condition        Report By
 BZ1317  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1317  HISTORY     - 1961     GOOD             CGS
 BZ1317  HISTORY     - 19910403 GOOD             USPSQD
 BZ1317  HISTORY     - 19950716 GOOD             USPSQD
 BZ1317  HISTORY     - 20010318 GOOD             USPSQD
 BZ1317  HISTORY     - 20031011 GOOD             USPSQD
 BZ1317
 BZ1317                          STATION DESCRIPTION
 BZ1317
 BZ1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1317'THIS INTERSECTION STATION IS THE WATER TANK OF THE CENTRAL
 BZ1317'TEXAS COMPRESS COMPANY, LOCATED ABOUT 0.5 MILE S OF TOWN
 BZ1317'AT THE COMPRESS COMPANYS PLANT.  IT IS A FOUR-LEGGED STEEL
 BZ1317'STRUCTURE ABOUT 110 FEET HIGH, PAINTED ALL BLACK WITH THE
 BZ1317'WHITE LETTERING CENTRAL TEXAS COMPRESS CO. PAINTED ON THE
 BZ1317'N SIDE.  POINT OBSERVED UPON WAS THE FINIAL ON THE APEX
 BZ1317'OF THE ROOF.
 BZ1317
 BZ1317                          STATION RECOVERY (1961)
 BZ1317
 BZ1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ1317'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED IN 1943.
 BZ1317'
 BZ1317'THE BALL ATOP THE TANK WAS THE POINT INTERSECTED IN 1961.
 BZ1317
 BZ1317                          STATION RECOVERY (1991)
 BZ1317
 BZ1317'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1317'RECOVERED IN GOOD CONDITION.
 BZ1317
 BZ1317                          STATION RECOVERY (1995)
 BZ1317
 BZ1317'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1317'RECOVERED IN GOOD CONDITION.
 BZ1317
 BZ1317                          STATION RECOVERY (2001)
 BZ1317
 BZ1317'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1317'RECOVERED IN GOOD CONDITION.
 BZ1317
 BZ1317                          STATION RECOVERY (2003)
 BZ1317
 BZ1317'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1318 ***********************************************************************
 BZ1318  DESIGNATION -  TEMPLE CITY NW WATER TANK
 BZ1318  PID         -  BZ1318
 BZ1318  STATE/COUNTY-  TX/BELL
 BZ1318  USGS QUAD   -  TEMPLE (1993)
 BZ1318
 BZ1318                         *CURRENT SURVEY CONTROL
 BZ1318  ___________________________________________________________________
 BZ1318* NAD 83(1993)-  31 06 43.84940(N)    097 20 40.78659(W)     ADJUSTED  
 BZ1318* NAVD 88     -                                                        
 BZ1318  ___________________________________________________________________
 BZ1318  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 BZ1318  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BZ1318
 BZ1318  HORZ ORDER  -  THIRD
 BZ1318
 BZ1318.The horizontal coordinates were established by classical geodetic methods
 BZ1318.and adjusted by the National Geodetic Survey in February 1996..
 BZ1318
 BZ1318
 BZ1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1318
 BZ1318.The geoid height was determined by GEOID03.
 BZ1318
 BZ1318;                    North         East     Units Scale Factor Converg.
 BZ1318;SPC TX C     - 3,164,071.721   985,028.602   MT  0.99988360   +1 32 21.6
 BZ1318;SPC TX C     -10,380,791.97  3,231,714.67   sFT  0.99988360   +1 32 21.6
 BZ1318;UTM  14      - 3,443,212.906   657,853.523   MT  0.99990736   +0 51 19.9
 BZ1318
 BZ1318                          SUPERSEDED SURVEY CONTROL
 BZ1318
 BZ1318  NAD 83(1986)-  31 06 43.85887(N)    097 20 40.77134(W) AD(       ) 4
 BZ1318  NAD 27      -  31 06 43.21000(N)    097 20 39.78300(W) AD(       ) 3
 BZ1318
 BZ1318.Superseded values are not recommended for survey control.
 BZ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1318.See file dsdata.txt to determine how the superseded data were derived.
 BZ1318
 BZ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5785443213(NAD 83)
 BZ1318_MARKER: 53 = ELEVATED TANK
 BZ1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1318+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1318
 BZ1318  HISTORY     - Date     Condition        Report By
 BZ1318  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1318  HISTORY     - 1956     GOOD             CGS
 BZ1318  HISTORY     - 1960     GOOD             CGS
 BZ1318  HISTORY     - 1961     GOOD             CGS
 BZ1318  HISTORY     - 1973     GOOD             NGS
 BZ1318  HISTORY     - 19910403 GOOD             USPSQD
 BZ1318  HISTORY     - 19950716 GOOD             USPSQD
 BZ1318  HISTORY     - 20010318 GOOD             USPSQD
 BZ1318  HISTORY     - 20031011 GOOD             USPSQD
 BZ1318
 BZ1318                          STATION DESCRIPTION
 BZ1318
 BZ1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1318'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY WATER
 BZ1318'SUPPLY, LOCATED ABOUT 0.5 MILE N OF TOWN ON THE N CORNER OF WEST
 BZ1318'NUGENT AVENUE, AND NORTH FOURTEENTH STREET.  IT IS AN EIGHT-LEGGED
 BZ1318'STEEL STRUCTURE ABOUT 70 FEET HIGH WITH AN OVAL-SHAPED TANK
 BZ1318'ON THE TOP.  THE ENTIRE STRUCTURE IS PAINTED SILVER.  POINT
 BZ1318'OBSERVED UPON WAS THE FINIAL ON THE APEX OF THE ROOF.
 BZ1318
 BZ1318                          STATION RECOVERY (1956)
 BZ1318
 BZ1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 BZ1318'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BZ1318
 BZ1318                          STATION RECOVERY (1960)
 BZ1318
 BZ1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 BZ1318'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1318
 BZ1318                          STATION RECOVERY (1961)
 BZ1318
 BZ1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ1318'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED IN 1943.
 BZ1318'
 BZ1318'THE TOP CENTER OF THE TANK WAS INTERSECTED IN 1961.
 BZ1318
 BZ1318                          STATION RECOVERY (1973)
 BZ1318
 BZ1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 BZ1318'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 BZ1318'NO DESCRIPTION WAS AVAILABLE TO THIS PARTY.
 BZ1318
 BZ1318                          STATION RECOVERY (1991)
 BZ1318
 BZ1318'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1318'RECOVERED IN GOOD CONDITION.
 BZ1318
 BZ1318                          STATION RECOVERY (1995)
 BZ1318
 BZ1318'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1318'RECOVERED IN GOOD CONDITION.
 BZ1318
 BZ1318                          STATION RECOVERY (2001)
 BZ1318
 BZ1318'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1318'RECOVERED IN GOOD CONDITION.
 BZ1318
 BZ1318                          STATION RECOVERY (2003)
 BZ1318
 BZ1318'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1314 ***********************************************************************
 BZ1314  DESIGNATION -  TEMPLE CITY SW WATER TANK
 BZ1314  PID         -  BZ1314
 BZ1314  STATE/COUNTY-  TX/BELL
 BZ1314  USGS QUAD   -  TEMPLE (1993)
 BZ1314
 BZ1314                         *CURRENT SURVEY CONTROL
 BZ1314  ___________________________________________________________________
 BZ1314* NAD 83(1993)-  31 04 57.00148(N)    097 21 01.26525(W)     ADJUSTED  
 BZ1314* NAVD 88     -                                                        
 BZ1314  ___________________________________________________________________
 BZ1314  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 BZ1314  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1314
 BZ1314  HORZ ORDER  -  THIRD
 BZ1314
 BZ1314.The horizontal coordinates were established by classical geodetic methods
 BZ1314.and adjusted by the National Geodetic Survey in February 1996..
 BZ1314
 BZ1314
 BZ1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1314
 BZ1314.The geoid height was determined by GEOID03.
 BZ1314
 BZ1314;                    North         East     Units Scale Factor Converg.
 BZ1314;SPC TX C     - 3,160,768.074   984,574.439   MT  0.99988274   +1 32 11.1
 BZ1314;SPC TX C     -10,369,953.26  3,230,224.64   sFT  0.99988274   +1 32 11.1
 BZ1314;UTM  14      - 3,439,914.841   657,359.931   MT  0.99990544   +0 51 06.6
 BZ1314
 BZ1314                          SUPERSEDED SURVEY CONTROL
 BZ1314
 BZ1314  NAD 83(1986)-  31 04 57.01113(N)    097 21 01.24978(W) AD(       ) 4
 BZ1314  NAD 27      -  31 04 56.36300(N)    097 21 00.23000(W) AD(       ) 3
 BZ1314
 BZ1314.Superseded values are not recommended for survey control.
 BZ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1314.See file dsdata.txt to determine how the superseded data were derived.
 BZ1314
 BZ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5736039915(NAD 83)
 BZ1314_MARKER: 53 = ELEVATED TANK
 BZ1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1314+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1314
 BZ1314  HISTORY     - Date     Condition        Report By
 BZ1314  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1314  HISTORY     - 1956     GOOD             CGS
 BZ1314  HISTORY     - 1961     GOOD             CGS
 BZ1314  HISTORY     - 19910403 GOOD             USPSQD
 BZ1314  HISTORY     - 19950716 GOOD             USPSQD
 BZ1314  HISTORY     - 20010318 GOOD             USPSQD
 BZ1314  HISTORY     - 20031011 GOOD             USPSQD
 BZ1314
 BZ1314                          STATION DESCRIPTION
 BZ1314
 BZ1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1314'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY
 BZ1314'WATER SUPPLY, LOCATED ABOUT 0.3 MILE W OF TOWN, 0.1 MILE
 BZ1314'NW OF THE MAIN ENTRANCE TO THE MC CLOSKY GENERAL GOVERNMENT
 BZ1314'HOSPITAL, AND 0.1 MILE N OF U.S. HIGHWAY 190.  IT IS AN
 BZ1314'EIGHT-LEGGED STEEL STRUCTURE ABOUT 120 FEET HIGH WITH AN
 BZ1314'OVAL-SHAPED TANK ON THE TOP.  THE ENTIRE STRUCTURE IS PAINTED
 BZ1314'SILVER.  POINT OBSERVED UPON WAS THE FINIAL ON THE APEX
 BZ1314'OF THE ROOF.
 BZ1314
 BZ1314                          STATION RECOVERY (1956)
 BZ1314
 BZ1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 BZ1314'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BZ1314
 BZ1314                          STATION RECOVERY (1961)
 BZ1314
 BZ1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ1314'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED IN 1943.
 BZ1314'
 BZ1314'THE TOP CENTER OF THE TANK WAS INTERSECTED IN 1961.
 BZ1314
 BZ1314                          STATION RECOVERY (1991)
 BZ1314
 BZ1314'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1314'RECOVERED IN GOOD CONDITION.
 BZ1314
 BZ1314                          STATION RECOVERY (1995)
 BZ1314
 BZ1314'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1314'RECOVERED IN GOOD CONDITION.
 BZ1314
 BZ1314                          STATION RECOVERY (2001)
 BZ1314
 BZ1314'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1314'RECOVERED IN GOOD CONDITION.
 BZ1314
 BZ1314                          STATION RECOVERY (2003)
 BZ1314
 BZ1314'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1319 ***********************************************************************
 BZ1319  DESIGNATION -  TEMPLE FIRST LUTH CH SPIRE
 BZ1319  PID         -  BZ1319
 BZ1319  STATE/COUNTY-  TX/BELL
 BZ1319  USGS QUAD   -  TEMPLE (1993)
 BZ1319
 BZ1319                         *CURRENT SURVEY CONTROL
 BZ1319  ___________________________________________________________________
 BZ1319* NAD 83(1993)-  31 06 06.84567(N)    097 21 25.77439(W)     ADJUSTED  
 BZ1319* NAVD 88     -                                                        
 BZ1319  ___________________________________________________________________
 BZ1319  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 BZ1319  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ1319
 BZ1319  HORZ ORDER  -  THIRD
 BZ1319
 BZ1319.The horizontal coordinates were established by classical geodetic methods
 BZ1319.and adjusted by the National Geodetic Survey in February 1996..
 BZ1319
 BZ1319
 BZ1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1319
 BZ1319.The geoid height was determined by GEOID03.
 BZ1319
 BZ1319;                    North         East     Units Scale Factor Converg.
 BZ1319;SPC TX C     - 3,162,900.684   983,867.571   MT  0.99988328   +1 31 58.5
 BZ1319;SPC TX C     -10,376,949.99  3,227,905.52   sFT  0.99988328   +1 31 58.5
 BZ1319;UTM  14      - 3,442,055.787   656,678.571   MT  0.99990280   +0 50 55.7
 BZ1319
 BZ1319                          SUPERSEDED SURVEY CONTROL
 BZ1319
 BZ1319  NAD 83(1986)-  31 06 06.85543(N)    097 21 25.75896(W) AD(       ) 4
 BZ1319  NAD 27      -  31 06 06.20400(N)    097 21 24.74000(W) AD(       ) 3
 BZ1319
 BZ1319.Superseded values are not recommended for survey control.
 BZ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1319.See file dsdata.txt to determine how the superseded data were derived.
 BZ1319
 BZ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5667942056(NAD 83)
 BZ1319_MARKER: 90 = CHURCH SPIRE
 BZ1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1319+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1319
 BZ1319  HISTORY     - Date     Condition        Report By
 BZ1319  HISTORY     - 1961     FIRST OBSERVED   CGS
 BZ1319  HISTORY     - 19910403 GOOD             USPSQD
 BZ1319  HISTORY     - 19950716 GOOD             USPSQD
 BZ1319  HISTORY     - 20010317 GOOD             USPSQD
 BZ1319  HISTORY     - 20031011 GOOD             USPSQD
 BZ1319
 BZ1319                          STATION DESCRIPTION
 BZ1319
 BZ1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ1319'THE STATION IS THE BALL ATOP THE SPIRE WHICH IS APPROXIMATELY
 BZ1319'1 MILE WEST OF THE SQUARE IN TEMPLE, IN THE SOUTHEAST POINT OF
 BZ1319'THE INTERSECTION OF SOUTH 31ST STREET AND WEST ADAMS.
 BZ1319'
 BZ1319'THE CHURCH IS A RED BRICK STRUCTURE WITH A WHITE BELFRY WHICH
 BZ1319'SUPPORTS A DARK SPIRE WHICH HAS A BALL ATOP THE SPIRE WITH
 BZ1319'A CROSS ON IT.  IT HAS AN OVERALL HEIGHT OF 60 FEET AND THE
 BZ1319'SPIRE IS AT THE WEST SIDE OF THE CHURCH.
 BZ1319
 BZ1319                          STATION RECOVERY (1991)
 BZ1319
 BZ1319'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1319'RECOVERED IN GOOD CONDITION.
 BZ1319
 BZ1319                          STATION RECOVERY (1995)
 BZ1319
 BZ1319'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1319'RECOVERED IN GOOD CONDITION.
 BZ1319
 BZ1319                          STATION RECOVERY (2001)
 BZ1319
 BZ1319'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1319'RECOVERED IN GOOD CONDITION.
 BZ1319
 BZ1319                          STATION RECOVERY (2003)
 BZ1319
 BZ1319'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1312 ***********************************************************************
 BZ1312  DESIGNATION -  TEMPLE FIRST NATL BANK FLAG
 BZ1312  PID         -  BZ1312
 BZ1312  STATE/COUNTY-  TX/BELL
 BZ1312  USGS QUAD   -  TEMPLE (1993)
 BZ1312
 BZ1312                         *CURRENT SURVEY CONTROL
 BZ1312  ___________________________________________________________________
 BZ1312* NAD 83(1993)-  31 05 45.51607(N)    097 20 29.65509(W)     ADJUSTED  
 BZ1312* NAVD 88     -                                                        
 BZ1312  ___________________________________________________________________
 BZ1312  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 BZ1312  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1312
 BZ1312  HORZ ORDER  -  THIRD
 BZ1312
 BZ1312.The horizontal coordinates were established by classical geodetic methods
 BZ1312.and adjusted by the National Geodetic Survey in February 1996..
 BZ1312
 BZ1312
 BZ1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1312
 BZ1312.The geoid height was determined by GEOID03.
 BZ1312
 BZ1312;                    North         East     Units Scale Factor Converg.
 BZ1312;SPC TX C     - 3,162,283.982   985,371.726   MT  0.99988310   +1 32 27.4
 BZ1312;SPC TX C     -10,374,926.70  3,232,840.40   sFT  0.99988310   +1 32 27.4
 BZ1312;UTM  14      - 3,441,421.154   658,175.289   MT  0.99990862   +0 51 24.2
 BZ1312
 BZ1312                          SUPERSEDED SURVEY CONTROL
 BZ1312
 BZ1312  NAD 83(1986)-  31 05 45.52577(N)    097 20 29.63967(W) AD(       ) 4
 BZ1312  NAD 27      -  31 05 44.87200(N)    097 20 28.62400(W) AD(       ) 3
 BZ1312
 BZ1312.Superseded values are not recommended for survey control.
 BZ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1312.See file dsdata.txt to determine how the superseded data were derived.
 BZ1312
 BZ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5817541421(NAD 83)
 BZ1312_MARKER: 62 = FLAGPOLE
 BZ1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1312+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1312
 BZ1312  HISTORY     - Date     Condition        Report By
 BZ1312  HISTORY     - 1961     FIRST OBSERVED   CGS
 BZ1312  HISTORY     - 19910403 GOOD             USPSQD
 BZ1312  HISTORY     - 19950716 GOOD             USPSQD
 BZ1312  HISTORY     - 20010317 GOOD             USPSQD
 BZ1312  HISTORY     - 20031011 GOOD             USPSQD
 BZ1312
 BZ1312                          STATION DESCRIPTION
 BZ1312
 BZ1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ1312'THE STATION IS THE BALL ATOP THE POLE WHICH IS IN THE CENTER OF
 BZ1312'THE BUSINESS SECTION OF TEMPLE, IN THE NORTHWEST POINT OF THE
 BZ1312'INTERSECTION OF WEST AVENUE A AND SOUTH MAIN.
 BZ1312'
 BZ1312'THE BANK BUILDING IS MADE OF BRICK AND HAS A SLENDER SHAFT AT
 BZ1312'THE EAST END OF THE TOP OF THE BUILDING AND HAVING A FLAG-POLE
 BZ1312'ON THE TOP OF THE SHAFT.  IT HAS AN OVERALL HEIGHT OF 175 FEET.
 BZ1312
 BZ1312                          STATION RECOVERY (1991)
 BZ1312
 BZ1312'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1312'RECOVERED IN GOOD CONDITION.
 BZ1312
 BZ1312                          STATION RECOVERY (1995)
 BZ1312
 BZ1312'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1312'RECOVERED IN GOOD CONDITION.
 BZ1312
 BZ1312                          STATION RECOVERY (2001)
 BZ1312
 BZ1312'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1312'RECOVERED IN GOOD CONDITION.
 BZ1312
 BZ1312                          STATION RECOVERY (2003)
 BZ1312
 BZ1312'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1311 ***********************************************************************
 BZ1311  DESIGNATION -  TEMPLE NEW MUNICIPAL TANK
 BZ1311  PID         -  BZ1311
 BZ1311  STATE/COUNTY-  TX/BELL
 BZ1311  USGS QUAD   -  TEMPLE (1993)
 BZ1311
 BZ1311                         *CURRENT SURVEY CONTROL
 BZ1311  ___________________________________________________________________
 BZ1311* NAD 83(1993)-  31 06 58.91411(N)    097 20 40.27824(W)     ADJUSTED  
 BZ1311* NAVD 88     -                                                        
 BZ1311  ___________________________________________________________________
 BZ1311  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 BZ1311  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ1311
 BZ1311  HORZ ORDER  -  THIRD
 BZ1311
 BZ1311.The horizontal coordinates were established by classical geodetic methods
 BZ1311.and adjusted by the National Geodetic Survey in February 1996..
 BZ1311
 BZ1311
 BZ1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1311
 BZ1311.The geoid height was determined by GEOID03.
 BZ1311
 BZ1311;                    North         East     Units Scale Factor Converg.
 BZ1311;SPC TX C     - 3,164,535.819   985,029.603   MT  0.99988375   +1 32 21.9
 BZ1311;SPC TX C     -10,382,314.60  3,231,717.96   sFT  0.99988375   +1 32 21.9
 BZ1311;UTM  14      - 3,443,676.970   657,860.062   MT  0.99990739   +0 51 20.5
 BZ1311
 BZ1311                          SUPERSEDED SURVEY CONTROL
 BZ1311
 BZ1311  NAD 83(1986)-  31 06 58.92395(N)    097 20 40.26279(W) AD(       ) 4
 BZ1311  NAD 27      -  31 06 58.27300(N)    097 20 39.24400(W) AD(       ) 3
 BZ1311
 BZ1311.Superseded values are not recommended for survey control.
 BZ1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1311.See file dsdata.txt to determine how the superseded data were derived.
 BZ1311
 BZ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5786043677(NAD 83)
 BZ1311_MARKER: 53 = ELEVATED TANK
 BZ1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1311+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1311
 BZ1311  HISTORY     - Date     Condition        Report By
 BZ1311  HISTORY     - 1961     FIRST OBSERVED   CGS
 BZ1311  HISTORY     - 19910403 GOOD             USPSQD
 BZ1311  HISTORY     - 19950716 GOOD             USPSQD
 BZ1311  HISTORY     - 20010317 GOOD             USPSQD
 BZ1311  HISTORY     - 20031011 GOOD             USPSQD
 BZ1311
 BZ1311                          STATION DESCRIPTION
 BZ1311
 BZ1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ1311'THE STATION IS THE TOP CENTER OF THE TANK WHICH IS APPROXIMATELY
 BZ1311'1-1/4 MILES NORTHWEST OF THE SQUARE IN TEMPLE, WEST OF NORTH 13TH
 BZ1311'STREET AND BETWEEN WEST PARK AND ALAMO COURT STREETS.
 BZ1311'
 BZ1311'IT IS A TEN LEGGED STEEL STRUCTURE WHICH SUPPORTS AN OVAL
 BZ1311'SHAPED TANK AND HAS AN OVERALL HEIGHT OF 125 FEET.  THE STRUCTURE
 BZ1311'IS PAINTED SILVER AND HAS TEMPLE PAINTED BLACK ON THE SOUTH
 BZ1311'SIDE OF THE TANK.
 BZ1311
 BZ1311                          STATION RECOVERY (1991)
 BZ1311
 BZ1311'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1311'RECOVERED IN GOOD CONDITION.
 BZ1311
 BZ1311                          STATION RECOVERY (1995)
 BZ1311
 BZ1311'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1311'RECOVERED IN GOOD CONDITION.
 BZ1311
 BZ1311                          STATION RECOVERY (2001)
 BZ1311
 BZ1311'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1311'RECOVERED IN GOOD CONDITION.
 BZ1311
 BZ1311                          STATION RECOVERY (2003)
 BZ1311
 BZ1311'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1324 ***********************************************************************
 BZ1324  DESIGNATION -  TEMPLE RADIO STATION KTEM MAST
 BZ1324  PID         -  BZ1324
 BZ1324  STATE/COUNTY-  TX/BELL
 BZ1324  USGS QUAD   -  BELTON (1993)
 BZ1324
 BZ1324                         *CURRENT SURVEY CONTROL
 BZ1324  ___________________________________________________________________
 BZ1324* NAD 83(1993)-  31 04 01.57284(N)    097 23 57.25112(W)     ADJUSTED  
 BZ1324* NAVD 88     -                                                        
 BZ1324  ___________________________________________________________________
 BZ1324  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 BZ1324  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ1324
 BZ1324  HORZ ORDER  -  THIRD
 BZ1324
 BZ1324.The horizontal coordinates were established by classical geodetic methods
 BZ1324.and adjusted by the National Geodetic Survey in February 1996..
 BZ1324
 BZ1324
 BZ1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1324
 BZ1324.The geoid height was determined by GEOID03.
 BZ1324
 BZ1324;                    North         East     Units Scale Factor Converg.
 BZ1324;SPC TX C     - 3,158,937.777   979,956.952   MT  0.99988240   +1 30 40.4
 BZ1324;SPC TX C     -10,363,948.36  3,215,075.43   sFT  0.99988240   +1 30 40.4
 BZ1324;UTM  14      - 3,438,139.836   652,720.834   MT  0.99988770   +0 49 34.4
 BZ1324
 BZ1324                          SUPERSEDED SURVEY CONTROL
 BZ1324
 BZ1324  NAD 83(1986)-  31 04 01.58221(N)    097 23 57.23595(W) AD(       ) 4
 BZ1324  NAD 27      -  31 04 00.93100(N)    097 23 56.21300(W) AD(       ) 3
 BZ1324
 BZ1324.Superseded values are not recommended for survey control.
 BZ1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1324.See file dsdata.txt to determine how the superseded data were derived.
 BZ1324
 BZ1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5272138140(NAD 83)
 BZ1324_MARKER: 42 = RADIO/TV MAST
 BZ1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1324+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1324
 BZ1324  HISTORY     - Date     Condition        Report By
 BZ1324  HISTORY     - 1961     FIRST OBSERVED   CGS
 BZ1324  HISTORY     - 19910403 GOOD             USPSQD
 BZ1324  HISTORY     - 20020112 GOOD             USPSQD
 BZ1324  HISTORY     - 20031011 GOOD             USPSQD
 BZ1324
 BZ1324                          STATION DESCRIPTION
 BZ1324
 BZ1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ1324'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 BZ1324'5-1/2 MILES SOUTHWEST OF THE SQUARE IN TEMPLE
 BZ1324'
 BZ1324'IT IS A SLENDER STEEL STRUCTURE, GUYED, OBSTRUCTION PAINTED, RED
 BZ1324'AND WHITE AND HAS AN OVERALL HEIGHT OF 400 FEET.
 BZ1324
 BZ1324                          STATION RECOVERY (1991)
 BZ1324
 BZ1324'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1324'RECOVERED IN GOOD CONDITION.
 BZ1324
 BZ1324                          STATION RECOVERY (2002)
 BZ1324
 BZ1324'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ1324'RECOVERED IN GOOD CONDITION.
 BZ1324
 BZ1324                          STATION RECOVERY (2003)
 BZ1324
 BZ1324'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1315 ***********************************************************************
 BZ1315  DESIGNATION -  TEMPLE SCOTT WH HOSP LNDRY STK
 BZ1315  PID         -  BZ1315
 BZ1315  STATE/COUNTY-  TX/BELL
 BZ1315  USGS QUAD   -  TEMPLE (1993)
 BZ1315
 BZ1315                         *CURRENT SURVEY CONTROL
 BZ1315  ___________________________________________________________________
 BZ1315* NAD 83(1993)-  31 05 29.79545(N)    097 20 43.91575(W)     ADJUSTED  
 BZ1315* NAVD 88     -                                                        
 BZ1315  ___________________________________________________________________
 BZ1315  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 BZ1315  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1315
 BZ1315  HORZ ORDER  -  THIRD
 BZ1315
 BZ1315.The horizontal coordinates were established by classical geodetic methods
 BZ1315.and adjusted by the National Geodetic Survey in February 1996..
 BZ1315
 BZ1315
 BZ1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1315
 BZ1315.The geoid height was determined by GEOID03.
 BZ1315
 BZ1315;                    North         East     Units Scale Factor Converg.
 BZ1315;SPC TX C     - 3,161,789.902   985,006.967   MT  0.99988298   +1 32 20.0
 BZ1315;SPC TX C     -10,373,305.70  3,231,643.69   sFT  0.99988298   +1 32 20.0
 BZ1315;UTM  14      - 3,440,931.453   657,804.645   MT  0.99990717   +0 51 16.4
 BZ1315
 BZ1315                          SUPERSEDED SURVEY CONTROL
 BZ1315
 BZ1315  NAD 83(1986)-  31 05 29.80490(N)    097 20 43.90029(W) AD(       ) 4
 BZ1315  NAD 27      -  31 05 29.15400(N)    097 20 42.88300(W) AD(       ) 3
 BZ1315
 BZ1315.Superseded values are not recommended for survey control.
 BZ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1315.See file dsdata.txt to determine how the superseded data were derived.
 BZ1315
 BZ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5780540931(NAD 83)
 BZ1315_MARKER: 63 = STACK
 BZ1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1315+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1315
 BZ1315  HISTORY     - Date     Condition        Report By
 BZ1315  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1315  HISTORY     - 19910403 GOOD             USPSQD
 BZ1315  HISTORY     - 19950716 GOOD             USPSQD
 BZ1315  HISTORY     - 20010318 GOOD             USPSQD
 BZ1315  HISTORY     - 20031011 GOOD             USPSQD
 BZ1315
 BZ1315                          STATION DESCRIPTION
 BZ1315
 BZ1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1315'THIS INTERSECTION STATION IS THE CONCRETE STACK OF THE SCOTT-WHITE
 BZ1315'HOSPITAL LAUNDRY, LOCATED JUST E OF THE HOSPITAL ON THE
 BZ1315'CORNER OF THIRD STREET AND AVENUE F.  IT IS AN ALL CONCRETE
 BZ1315'STRUCTURE ABOUT 120 FEET HIGH PAINTED WHITE WITH A BLACK
 BZ1315'RING AND CAT-WALK AROUND THE TOP.  POINT OBSERVED UPON WAS
 BZ1315'THE CENTER OF THE TOP OF THE STACK.
 BZ1315
 BZ1315                          STATION RECOVERY (1991)
 BZ1315
 BZ1315'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1315'RECOVERED IN GOOD CONDITION.
 BZ1315
 BZ1315                          STATION RECOVERY (1995)
 BZ1315
 BZ1315'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1315'RECOVERED IN GOOD CONDITION.
 BZ1315
 BZ1315                          STATION RECOVERY (2001)
 BZ1315
 BZ1315'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1315'RECOVERED IN GOOD CONDITION.
 BZ1315
 BZ1315                          STATION RECOVERY (2003)
 BZ1315
 BZ1315'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1313 ***********************************************************************
 BZ1313  DESIGNATION -  TEMPLE VET ADM HOSP WATER TANK
 BZ1313  PID         -  BZ1313
 BZ1313  STATE/COUNTY-  TX/BELL
 BZ1313  USGS QUAD   -  TEMPLE (1993)
 BZ1313
 BZ1313                         *CURRENT SURVEY CONTROL
 BZ1313  ___________________________________________________________________
 BZ1313* NAD 83(1993)-  31 04 48.94971(N)    097 20 29.25645(W)     ADJUSTED  
 BZ1313* NAVD 88     -                                                        
 BZ1313  ___________________________________________________________________
 BZ1313  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 BZ1313  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ1313
 BZ1313  HORZ ORDER  -  THIRD
 BZ1313
 BZ1313.The horizontal coordinates were established by classical geodetic methods
 BZ1313.and adjusted by the National Geodetic Survey in February 1996..
 BZ1313
 BZ1313
 BZ1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1313
 BZ1313.The geoid height was determined by GEOID03.
 BZ1313
 BZ1313;                    North         East     Units Scale Factor Converg.
 BZ1313;SPC TX C     - 3,160,542.998   985,429.130   MT  0.99988269   +1 32 27.6
 BZ1313;SPC TX C     -10,369,214.82  3,233,028.74   sFT  0.99988269   +1 32 27.6
 BZ1313;UTM  14      - 3,439,679.564   658,211.893   MT  0.99990876   +0 51 23.0
 BZ1313
 BZ1313                          SUPERSEDED SURVEY CONTROL
 BZ1313
 BZ1313  NAD 83(1986)-  31 04 48.95934(N)    097 20 29.24082(W) AD(       ) 4
 BZ1313  NAD 27      -  31 04 48.30600(N)    097 20 28.22800(W) AD(       ) 3
 BZ1313
 BZ1313.Superseded values are not recommended for survey control.
 BZ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1313.See file dsdata.txt to determine how the superseded data were derived.
 BZ1313
 BZ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5821239680(NAD 83)
 BZ1313_MARKER: 53 = ELEVATED TANK
 BZ1313
 BZ1313  HISTORY     - Date     Condition        Report By
 BZ1313  HISTORY     - 1961     FIRST OBSERVED   CGS
 BZ1313  HISTORY     - 19910403 GOOD             USPSQD
 BZ1313  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ1313
 BZ1313                          STATION DESCRIPTION
 BZ1313
 BZ1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ1313'THE STATION IS THE TOP CENTER OF THE TANK WHICH IS APPROXIMATELY
 BZ1313'1-1/4 MILES SOUTH OF THE SQUARE IN TEMPLE, IN THE NORTHEAST
 BZ1313'CORNER OF THE HOSPITAL GROUNDS, 50 YARDS WEST OF THE M.K.T.R.R.
 BZ1313'TRACKS AND ONE BLOCK SOUTH OF THE INTERSECTION OF SOUTH 12TH
 BZ1313'STREET AND TAYLOR ROAD.
 BZ1313'
 BZ1313'IT IS A FOUR LEGGED STEEL STRUCTURE WHICH SUPPORTS AN OVAL
 BZ1313'SHAPE TANK.  THE STRUCTURE IS PAINTED SILVER AND HAS AN OVERALL
 BZ1313'HEIGHT OF 110 FEET.
 BZ1313
 BZ1313                          STATION RECOVERY (1991)
 BZ1313
 BZ1313'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1313'RECOVERED IN GOOD CONDITION.
 BZ1313
 BZ1313                          STATION RECOVERY (1995)
 BZ1313
 BZ1313'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1328 ***********************************************************************
 AJ1328  DESIGNATION -  TEN
 AJ1328  PID         -  AJ1328
 AJ1328  STATE/COUNTY-  TX/DUVAL
 AJ1328  USGS QUAD   -  FREER SOUTH (1971)
 AJ1328
 AJ1328                         *CURRENT SURVEY CONTROL
 AJ1328  ___________________________________________________________________
 AJ1328* NAD 83(1993)-  27 45 27.92523(N)    098 33 15.39417(W)     ADJUSTED  
 AJ1328* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 AJ1328  ___________________________________________________________________
 AJ1328  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AJ1328  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AJ1328
 AJ1328  HORZ ORDER  -  THIRD
 AJ1328
 AJ1328.The horizontal coordinates were established by classical geodetic methods
 AJ1328.and adjusted by the National Geodetic Survey in February 1996..
 AJ1328
 AJ1328.The orthometric height was scaled from a topographic map.
 AJ1328
 AJ1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1328
 AJ1328.The geoid height was determined by GEOID03.
 AJ1328
 AJ1328;                    North         East     Units Scale Factor Converg.
 AJ1328;SPC TX S     - 5,231,683.351   294,649.502   MT  0.99998174   -0 01 28.7
 AJ1328;SPC TX S     -17,164,281.13    966,695.91   sFT  0.99998174   -0 01 28.7
 AJ1328;UTM  14      - 3,070,447.915   543,922.558   MT  0.99962381   +0 12 27.3
 AJ1328
 AJ1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1328!SPC TX S     -   0.99997009  x   0.99998174  =   0.99995183
 AJ1328!UTM  14      -   0.99997009  x   0.99962381  =   0.99959391
 AJ1328
 AJ1328|---------------------------------------------------------------------|
 AJ1328| PID    Reference Object                     Distance      Geod. Az  |
 AJ1328|                                                           dddmmss.s |
 AJ1328| CV3502 TEN RM 1                              8.716 METERS 13048     |
 AJ1328| CV3503 TEN RM 2                             16.530 METERS 23441     |
 AJ1328| AJ1331 FREER SCHLUMBERGER CORP MAST        APPROX.10.1 KM 3004047.5 |
 AJ1328| CV3501 TEN AZ MK                                          3240738.5 |
 AJ1328| AJ1326 FREER LANE WELLS CO RADIO MAST      APPROX.11.6 KM 3383240.2 |
 AJ1328|---------------------------------------------------------------------|
 AJ1328
 AJ1328                          SUPERSEDED SURVEY CONTROL
 AJ1328
 AJ1328  NAD 83(1986)-  27 45 27.93081(N)    098 33 15.36969(W) AD(       ) 3
 AJ1328  NAD 27      -  27 45 26.84630(N)    098 33 14.32050(W) AD(       ) 3
 AJ1328
 AJ1328.Superseded values are not recommended for survey control.
 AJ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1328.See file dsdata.txt to determine how the superseded data were derived.
 AJ1328
 AJ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4392370448(NAD 83)
 AJ1328_MARKER: DS = TRIANGULATION STATION DISK
 AJ1328_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1328
 AJ1328  HISTORY     - Date     Condition        Report By
 AJ1328  HISTORY     - 1961     MONUMENTED       CGS
 AJ1328
 AJ1328                          STATION DESCRIPTION
 AJ1328
 AJ1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1328'THE STATION IS APPROXIMATELY 19 MILES WEST OF SAN DIEGO, 8-1/2
 AJ1328'MILES SOUTH AND 4 MILES EAST OF FREER, ON PROPERTY OWNED BY
 AJ1328'MR. RICHARD BARTON.
 AJ1328'
 AJ1328'TO REACH THE STATION FROM THE TRAFFIC LIGHT TWO BLOCKS WEST OF
 AJ1328'THE DEPOT IN BENAVIDES, GO NORTH AND NORTHWEST ON STATE HIGHWAY
 AJ1328'339 FOR 10.25 MILES TO RANCH BUILDINGS ON THE LEFT.  CONTINUE
 AJ1328'NORTHWEST, ON HIGHWAY 339 FOR 3.75 MILES TO THE STATION ON THE
 AJ1328'LEFT.
 AJ1328'
 AJ1328'STATION MARK, A STANDARD DISK STAMPED TEN 1961, IS CEMENTED
 AJ1328'IN A DRILL HOLE IN BEDROCK 12 INCHES BELOW THE SURFACE OF THE
 AJ1328'GROUND.  IT IS 93.5 FEET SOUTHEAST OF A TELEPHONE POLE, 71
 AJ1328'FEET NORTHWEST OF A TELEPHONE POLE, 61 FEET SOUTHWEST OF THE
 AJ1328'CENTER OF HIGHWAY 339, 5.7 FEET WEST OF A METAL WITNESS POST
 AJ1328'AND 6.3 FEET SOUTHWEST OF A FENCE.
 AJ1328'
 AJ1328'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TEN NO 1 1961, IS
 AJ1328'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 AJ1328'IS 56 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 339, 43 FEET
 AJ1328'NORTHWEST OF THE TELEPHONE POLE, 25 FEET SOUTHEAST OF THE METAL
 AJ1328'WITNESS POST AND 1 FOOT SOUTHWEST OF THE FENCE.
 AJ1328'
 AJ1328'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TEN NO 2 1961,
 AJ1328'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 60
 AJ1328'FEET SOUTHWEST OF THE FENCE AND 25 FEET NORTHEAST OF THE
 AJ1328'NORTHEAST EDGE OF A GRAVEL PIT.
 AJ1328'
 AJ1328'AZIMUTH MARK, A STANDARD DISK STAMPED TEN 1961, IS SET IN A
 AJ1328'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 127
 AJ1328'FEET NORTHEAST OF THE CENTER OF HIGHWAY 339, 86.5 FEET NORTHEAST
 AJ1328'OF A POWER POLE, 48 FEET SOUTHEAST OF THE CENTER OF A CLICHE
 AJ1328'ROAD AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 AJ1328'
 AJ1328'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 AJ1328'HIGHWAY 339 FOR 0.6 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON
 AJ1328'THE RIGHT.
 AJ1328'
 AJ1328'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2778 ***********************************************************************
 CS2778  DESIGNATION -  TEN
 CS2778  PID         -  CS2778
 CS2778  STATE/COUNTY-  TX/ELLIS
 CS2778  USGS QUAD   -  INDIA (1973)
 CS2778
 CS2778                         *CURRENT SURVEY CONTROL
 CS2778  ___________________________________________________________________
 CS2778* NAD 83(1993)-  32 32 18.92687(N)    096 34 51.18056(W)     ADJUSTED  
 CS2778* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 CS2778  ___________________________________________________________________
 CS2778  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 CS2778  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CS2778
 CS2778  HORZ ORDER  -  FIRST
 CS2778
 CS2778.The horizontal coordinates were established by classical geodetic methods
 CS2778.and adjusted by the National Geodetic Survey in February 1996..
 CS2778
 CS2778.The orthometric height was scaled from a topographic map.
 CS2778
 CS2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2778
 CS2778.The geoid height was determined by GEOID03.
 CS2778
 CS2778;                    North         East     Units Scale Factor Converg.
 CS2778;SPC TXNC     - 2,098,334.654   780,249.482   MT  0.99991244   +1 02 48.0
 CS2778;SPC TXNC     - 6,884,286.28  2,559,868.51   sFT  0.99991244   +1 02 48.0
 CS2778;UTM  14      - 3,602,717.501   727,181.362   MT  1.00023647   +1 18 06.2
 CS2778
 CS2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2778!SPC TXNC     -   0.99998663  x   0.99991244  =   0.99989907
 CS2778!UTM  14      -   0.99998663  x   1.00023647  =   1.00022310
 CS2778
 CS2778|---------------------------------------------------------------------|
 CS2778| PID    Reference Object                     Distance      Geod. Az  |
 CS2778|                                                           dddmmss.s |
 CS2778| CY2443 TEN RM 1                             26.838 METERS 01102     |
 CS2778| CY2442 TEN AZ MK                                          2415506.5 |
 CS2778| CS2774 PTS 21 USGS 1947                     30.075 METERS 25253     |
 CS2778|---------------------------------------------------------------------|
 CS2778
 CS2778                          SUPERSEDED SURVEY CONTROL
 CS2778
 CS2778  NAD 83(1986)-  32 32 18.93398(N)    096 34 51.16313(W) AD(       ) 1
 CS2778  NAD 27      -  32 32 18.43700(N)    096 34 50.19800(W) AD(       ) 1
 CS2778
 CS2778.Superseded values are not recommended for survey control.
 CS2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2778.See file dsdata.txt to determine how the superseded data were derived.
 CS2778
 CS2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2718102718(NAD 83)
 CS2778_MARKER: DS = TRIANGULATION STATION DISK
 CS2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2778
 CS2778  HISTORY     - Date     Condition        Report By
 CS2778  HISTORY     - 1947     MONUMENTED       CGS
 CS2778  HISTORY     - 1955     GOOD             TXHD
 CS2778  HISTORY     - 1960     GOOD             CGS
 CS2778
 CS2778                          STATION DESCRIPTION
 CS2778
 CS2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2778'LOCATED ABOUT 0.2 MILE WEST OF TEN MILE CREEK, 7.5 MILES
 CS2778'NORTH-NORTHEAST OF PALMER AND 5.5 MILES EAST OF FERRIS IN THE
 CS2778'NORTHEAST CORNER OF A BARNYARD.  IT IS 12.5 FEET EAST OF A
 CS2778'NORTH-SOUTH FENCE LINE, 19 FEET SOUTH OF AN EAST-WEST FENCE
 CS2778'LINE, 43 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVEL ROAD
 CS2778'AND 17 FEET WEST OF A LANE LEADING INTO THE FARMYARD.  IT IS
 CS2778'STAMPED TEN 1947 AND PROJECTS 4 INCHES.
 CS2778'
 CS2778'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE CENTER OF AN
 CS2778'EAST-WEST GRAVEL ROAD AND 2.5 FEET WEST OF THE WEST END OF A WIRE
 CS2778'GATE.  IT IS STAMPED TEN NO 1 1947 AND PROJECTS 6 INCHES.
 CS2778'
 CS2778'REFERENCE MARK NO. 2 IS A USGS BENCH MARK STAMPED TRAV STA
 CS2778'NO 21 1915.  IT IS A BRONZE DISK RIVETED ON TOP OF A 4-INCH
 CS2778'CAST IRON PIPE PROJECTING 10 INCHES.  IT IS LOCATED IN AN
 CS2778'EAST-WEST FENCE LINE AT THE NORTH EDGE OF THE BARNYARD, 39 FEET
 CS2778'EAST OF A FENCE CORNER, 23 FEET SOUTH OF THE CENTER OF AN
 CS2778'EAST-WEST GRAVEL ROAD AND 15 FEET NORTH OF A 2-FOOT OAK TREE.
 CS2778'
 CS2778'AZIMUTH MARK IS AT THE SOUTH EDGE OF A FIELD 19 FEET NORTH OF
 CS2778'THE CENTER OF AN EAST-WEST GRAVEL ROAD AND 3 FEET EAST OF A
 CS2778'4-INCH SQUARE WOODEN WITNESS POST PROJECTING 2.5 FEET.  IT
 CS2778'IS STAMPED TEN 1947 AND PROJECTS 6 INCHES.
 CS2778'
 CS2778'REACHED FROM THE TRAFFIC LIGHT IN FERRIS ON U.S. HIGHWAY 75,
 CS2778'GO SOUTH FOR 0.2 MILE, TURN LEFT, EAST, FOR 2.35 MILES.  KEEP
 CS2778'THE LEFT FORK AND GO 1.05 MILES TO THE W.B. EAGLE GROCERY
 CS2778'STORE IN INDIA.  TAKE LEFT FORK HERE AND GO 0.8 MILE TO A SIDE
 CS2778'ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE, TURN LEFT FOR 1.05
 CS2778'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 CS2778'EASTERLY FOR 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2778'
 CS2778'AN 87 FOOT SIGNAL AT INDIA IS VISIBLE AT 50 FEET.
 CS2778'
 CS2778'AN 87 FOOT SIGNAL AT SEAGO IS VISIBLE AT 37 FEET.
 CS2778'
 CS2778'A 100 FOOT SIGNAL AT WARSAW IS VISIBLE AT 37 FEET.
 CS2778'
 CS2778'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2778
 CS2778                          STATION RECOVERY (1955)
 CS2778
 CS2778'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS2778'STATION RECOVERED.  STATION IS 46.0 FT EAST OF CENTERLINE
 CS2778'OF COUNTY ROAD.
 CS2778
 CS2778                          STATION RECOVERY (1960)
 CS2778
 CS2778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2778'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CS2778'CONDITION AS DESCRIBED.  STATION IS BELOW CREST OF RIDGE IN
 CS2778'A WOODED AREA.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 CS2778'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0504 ***********************************************************************
 CB0504  DESIGNATION -  TEN THIRTY AZ MK
 CB0504  PID         -  CB0504
 CB0504  STATE/COUNTY-  TX/UPTON
 CB0504  USGS QUAD   -  MIDKIFF SW (1968)
 CB0504
 CB0504                         *CURRENT SURVEY CONTROL
 CB0504  ___________________________________________________________________
 CB0504* NAD 83(1986)-  31 34 57.     (N)    101 58 01.     (W)     SCALED    
 CB0504* NAVD 88     -       849.668  (meters)    2787.62   (feet)  ADJUSTED  
 CB0504  ___________________________________________________________________
 CB0504  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CB0504  DYNAMIC HT  -         848.449 (meters)    2783.62  (feet)  COMP
 CB0504  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 CB0504
 CB0504  VERT ORDER  -  SECOND    CLASS 0
 CB0504
 CB0504.The horizontal coordinates were scaled from a topographic map and have
 CB0504.an estimated accuracy of +/- 6 seconds.
 CB0504
 CB0504.The orthometric height was determined by differential leveling
 CB0504.and adjusted by the National Geodetic Survey in June 1991..
 CB0504
 CB0504.The geoid height was determined by GEOID03.
 CB0504
 CB0504.The dynamic height is computed by dividing the NAVD 88
 CB0504.geopotential number by the normal gravity value computed on the
 CB0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0504.degrees latitude (g = 980.6199 gals.).
 CB0504
 CB0504.The modeled gravity was interpolated from observed gravity values.
 CB0504
 CB0504;                    North         East    Units  Estimated Accuracy
 CB0504;SPC TX C     - 3,213,520.      544,960.      MT  (+/- 180 meters Scaled)
 CB0504
 CB0504                          SUPERSEDED SURVEY CONTROL
 CB0504
 CB0504  NGVD 29 (??/??/92)  849.322  (m)         2786.48   (f) ADJ UNCH    2 0
 CB0504
 CB0504.Superseded values are not recommended for survey control.
 CB0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0504.See file dsdata.txt to determine how the superseded data were derived.
 CB0504
 CB0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV184979(NAD 83)
 CB0504_MARKER: DZ = AZIMUTH MARK DISK
 CB0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0504_STAMPING: TEN THIRTY 1935
 CB0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0504+STABILITY: SURFACE MOTION
 CB0504
 CB0504  HISTORY     - Date     Condition        Report By
 CB0504  HISTORY     - 1935     MONUMENTED       CGS
 CB0504  HISTORY     - 1967     GOOD             NGS
 CB0504  HISTORY     - 20010217 GOOD             USPSQD
 CB0504
 CB0504                          STATION DESCRIPTION
 CB0504
 CB0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CB0504'24.9 MI N FROM RANKIN.
 CB0504'ABOUT 24.9 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0504'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.15 MILE NORTH
 CB0504'OF THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD, 41.3 FEET EAST OF THE
 CB0504'CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY
 CB0504'FENCE, 16 1/2 FEET WEST OF TELEPHONE POLE NUMBER 1050, 2.0 FEET EAST
 CB0504'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 CB0504'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 15 INCHES.
 CB0504
 CB0504                          STATION RECOVERY (2001)
 CB0504
 CB0504'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0502 ***********************************************************************
 CB0502  DESIGNATION -  TEN THIRTY RESET
 CB0502  PID         -  CB0502
 CB0502  STATE/COUNTY-  TX/UPTON
 CB0502  USGS QUAD   -  MIDKIFF SW (1968)
 CB0502
 CB0502                         *CURRENT SURVEY CONTROL
 CB0502  ___________________________________________________________________
 CB0502* NAD 83(1993)-  31 35 26.94611(N)    101 58 11.20156(W)     ADJUSTED  
 CB0502* NAVD 88     -       850.742  (meters)    2791.14   (feet)  ADJUSTED  
 CB0502  ___________________________________________________________________
 CB0502  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CB0502  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CB0502  DYNAMIC HT  -         849.522 (meters)    2787.14  (feet)  COMP
 CB0502  MODELED GRAV-     979,177.5   (mgal)                       NAVD 88
 CB0502
 CB0502  HORZ ORDER  -  SECOND
 CB0502  VERT ORDER  -  SECOND    CLASS 0
 CB0502
 CB0502.The horizontal coordinates were established by classical geodetic methods
 CB0502.and adjusted by the National Geodetic Survey in February 1996..
 CB0502
 CB0502.The orthometric height was determined by differential leveling
 CB0502.and adjusted by the National Geodetic Survey in June 1991..
 CB0502
 CB0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0502
 CB0502.The geoid height was determined by GEOID03.
 CB0502
 CB0502.The dynamic height is computed by dividing the NAVD 88
 CB0502.geopotential number by the normal gravity value computed on the
 CB0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0502.degrees latitude (g = 980.6199 gals.).
 CB0502
 CB0502.The modeled gravity was interpolated from observed gravity values.
 CB0502
 CB0502;                    North         East     Units Scale Factor Converg.
 CB0502;SPC TX C     - 3,214,449.035   544,700.180   MT  0.99993451   -0 50 34.3
 CB0502;SPC TX C     -10,546,071.54  1,787,070.51   sFT  0.99993451   -0 50 34.3
 CB0502;UTM  14      - 3,498,910.449   218,192.638   MT  1.00057960   -1 33 24.3
 CB0502;UTM  13      - 3,499,067.981   787,545.363   MT  1.00061991   +1 35 18.5
 CB0502
 CB0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0502!SPC TX C     -   0.99987023  x   0.99993451  =   0.99980475
 CB0502!UTM  14      -   0.99987023  x   1.00057960  =   1.00044976
 CB0502!UTM  13      -   0.99987023  x   1.00061991  =   1.00049006
 CB0502
 CB0502|---------------------------------------------------------------------|
 CB0502| PID    Reference Object                     Distance      Geod. Az  |
 CB0502|                                                           dddmmss.s |
 CB0502| CI0599 TEN THIRTY RM 3                      24.627 METERS 00103     |
 CB0502| CI0600 TEN THIRTY RM 4                      20.855 METERS 14511     |
 CB0502| CB0504 TEN THIRTY AZ MK                                   1642929.8 |
 CB0502| AI0492 TEN THIRTY AZ MK RESET                             16432     |
 CB0502| CB0503 TEN THIRTY RM 2                      22.481 METERS 23621     |
 CB0502| CB0501 TEN THIRTY RM 1                      23.844 METERS 34945     |
 CB0502|---------------------------------------------------------------------|
 CB0502
 CB0502                          SUPERSEDED SURVEY CONTROL
 CB0502
 CB0502  NAD 83(1986)-  31 35 26.95163(N)    101 58 11.19315(W) AD(       ) 2
 CB0502  NAD 27      -  31 35 26.46400(N)    101 58 09.71500(W) AD(       ) 2
 CB0502  NGVD 29 (??/??/92)  850.396  (m)         2790.01   (f) ADJ UNCH    2 0
 CB0502
 CB0502.Superseded values are not recommended for survey control.
 CB0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0502.See file dsdata.txt to determine how the superseded data were derived.
 CB0502
 CB0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1819398910(NAD 83)
 CB0502_MARKER: DS = TRIANGULATION STATION DISK
 CB0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0502_STAMPING: TEN THIRTY 1935
 CB0502_PROJECTION: FLUSH
 CB0502_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0502+STABILITY: SURFACE MOTION
 CB0502
 CB0502  HISTORY     - Date     Condition        Report By
 CB0502  HISTORY     - 1970     MONUMENTED       NGS
 CB0502  HISTORY     - 1967     GOOD             NGS
 CB0502  HISTORY     - 1982     GOOD             NGS
 CB0502  HISTORY     - 19981113 GOOD             TXDOT
 CB0502  HISTORY     - 20010217 GOOD             USPSQD
 CB0502
 CB0502                          STATION DESCRIPTION
 CB0502
 CB0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CB0502'THE STATION MARKS, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 CB0502'MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO ALL MARKS PROJECTING
 CB0502'ABOVE GROUND MORE THAN A FOOT AND BEING ON THE HIGHWAY
 CB0502'RIGHT-OF-WAY CLOSE TO THE TRAFFIC LANES THE MARKS WERE LOWERED.
 CB0502'THE UNDER GROUND STATION POINT WAS HELD THEN THE SUB-MARK WAS
 CB0502'LOWERED IN ITS PRECISE ORIGINAL POSITION.  A SURFACE STATION MARK
 CB0502'WAS SET DIRECTLY OVER THE SUB-MARK.  THE AZIMUTH MARK WAS
 CB0502'LOWERED IN ITS PRECISE ORIGINAL POSITION.  OLD REFERENCE MARKS
 CB0502'WERE DESTROYED.  TWO NEW REFERENCE MARKS WERE SET.
 CB0502'
 CB0502'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 25
 CB0502'MILES NORTH OF RANKIN, ABOUT 29 MILES SOUTH OF MIDLAND, 4.5
 CB0502'MILES SOUTH OF THE UPTON-MIDLAND COUNTY LINE, AND ON THE EAST
 CB0502'RIGHT-OF-WAY OF STATE HIGHWAY 349.
 CB0502'
 CB0502'TO REACH STATION FROM THE OVERPASS OF INTERSTATE 20 AND STATE
 CB0502'HIGHWAY 349 JUNCTION ABOUT ONE MILE SOUTH OF MIDLAND, GO SOUTH
 CB0502'ON STATE HIGHWAY 349 FOR 27.4 MILES TO STATION ON THE LEFT.
 CB0502'CONTINUE ON THE HIGHWAY 0.6 MILE TO AZIMUTH MARK ON THE LEFT.
 CB0502'
 CB0502'STATION MARKS ARE STANDARD DISKS, STAMPED TEN THIRTY 1935 1970.
 CB0502'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CB0502'WITH THE SURFACE OF GROUND.  IT IS 37 FEET EAST OF THE HIGHWAY
 CB0502'CENTER LINE, 22 FEET WEST OF A TELEPHONE POLE NO. 1030, 24 FEET
 CB0502'WEST OF THE RIGHT-OF-WAY FENCE AND 1.6 FEET SOUTH OF A METAL
 CB0502'WITNESS POST.  UNDER GROUND DISK IS SET IN AN IRREGULAR MASS
 CB0502'OF CONCRETE 40 INCHES BELOW SURFACE OF GROUND.
 CB0502'
 CB0502'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED TEN THIRTY 1935
 CB0502'NO 3 1970, IS SET IN A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 CB0502'AND PROJECTS 8 INCHES ABOVE GROUND.  IT IS 59 FEET EAST OF THE
 CB0502'HIGHWAY CENTER LINE, 61.5 FEET NORTH OF THE TELEPHONE POLE, AND
 CB0502'1.0 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 6 INCHES WEST OF
 CB0502'RIGHT-OF-WAY FENCE.
 CB0502'
 CB0502'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED TEN THIRTY 1935
 CB0502'NO 4 1970, IS SET IN A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 CB0502'AND PROJECTS 8 INCHES ABOVE GROUND.  IT IS 59 FEET EAST OF THE
 CB0502'HIGHWAY CENTER LINE, 1.7 FEET WEST OF RIGHT-OF-WAY FENCE, AND 61.5
 CB0502'FEET SOUTH OF TELEPHONE POLE NO. 1030.
 CB0502'
 CB0502'AZIMUTH MARK A STANDARD REFERENCE MARK DISK, STAMPED TEN THIRTY
 CB0502'AZIMUTH 1935 1970, IS SET IN A 12 IN X 12 IN CONCRETE POST
 CB0502'WHICH PROJECTS 2 INCHES.  IT IS 41 FEET EAST OF HIGHWAY CENTER
 CB0502'LINE, 17 FEET WEST OF TELEPHONE POLE NO. 1050 AND 1.8 FEET SOUTH
 CB0502'OF A METAL WITNESS POST.
 CB0502'
 CB0502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES
 CB0502'NORTH OF RANKIN.
 CB0502
 CB0502                          STATION RECOVERY (1967)
 CB0502
 CB0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CB0502'25.5 MI N FROM RANKIN.
 CB0502'ABOUT 25.5 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0502'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.3 MILE SOUTH
 CB0502'OF THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD, 37 FEET EAST OF THE
 CB0502'CENTER LINE OF THE HIGHWAY, 23 1/2 FEET WEST OF THE HIGHWAY
 CB0502'RIGHT-OF-WAY FENCE 21 1/2 FEET EAST OF TELEPHONE POLE NUMBER 1030,
 CB0502'78.6 FEET SOUTH OF REFERENCE MARK TEN THIRTY R.M. 1, 73.7 FEET
 CB0502'NORTHEAST AND ACROSS THE HIGHWAY FROM REFERENCE MARK TEN THIRTY R.M.
 CB0502'2, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CB0502'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 14
 CB0502'INCHES.
 CB0502
 CB0502                          STATION RECOVERY (1982)
 CB0502
 CB0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CB0502'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  NO DATA FOR
 CB0502'COMPARISON.  ALL OF THE MARKS WERE RESET IN 1970.  NO MEASUREMENT WAS
 CB0502'MADE BETWEEN THE REFERENCE MARKS DUE TO HEAVY BRUSH AND MESQUITE ON
 CB0502'LINE.
 CB0502'
 CB0502'THE STATION IS LOCATED 44.80 KM (28.0 MI) SOUTH OF MIDLAND, 7.20 KM
 CB0502'(4.5 MI) SOUTH OF THE MIDLAND-UPTON COUNTY LINE AND ALONG THE EAST
 CB0502'RIGHT-OF-WAY OF STATE HIGHWAY 349.
 CB0502'
 CB0502'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY
 CB0502'349 IN SOUTH MIDLAND, GO SOUTH ON STATE HIGHWAY 349 FOR 37.60 KM
 CB0502'(23.5 MI) TO THE MIDLAND-UPTON COUNTY LINE.  CONTINUE SOUTH FOR 7.12
 CB0502'KM (4.45 MI) TO THE STATION ON THE LEFT.  CONTINUE SOUTH FOR 0.92 KM
 CB0502'(0.6 MI) TO THE AZIMUTH MARK ON THE LEFT.
 CB0502'
 CB0502'STATION MARK, STAMPED---TEN THIRTY 1935 1970---IS A STANDARD DISK SET
 CB0502'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.06 METER (0.2
 CB0502'FOOT).  IT IS 11.20 METERS (36.7 FEET) EAST OF THE CENTER OF THE
 CB0502'HIGHWAY, 7.30 METERS (23.6 FEET) WEST OF A FENCE AND 0.57 METER (1.0
 CB0502'FOOT) SOUTH OF A WITNESS POST.
 CB0502'
 CB0502'REFERENCE MARK 3, STAMPED---TEN THIRTY NO 3 1935 1970---IS A STANDARD
 CB0502'DISK SET IN THE TOP OF A ROUND CONRETE MONUMENT PROJECTING 0.25 METER
 CB0502'(0.8 FOOT).  IT IS 18.28 METERS (60.0 FEET) EAST OF THE CENTER OF THE
 CB0502'HIGHWAY, 0.49 METER (1.6 FEET) SOUTH OF A METAL WITNESS POST AND 0.22
 CB0502'METER (0.7 FOOT) WEST OF THE FENCE.
 CB0502'
 CB0502'REFERENCE MARK 4, STAMPED---TEN THIRTY NO 4 1935 1970---IS A STANDARD
 CB0502'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 0.25
 CB0502'METER (0.8 FOOT).  IT IS 18.30 METERS (60.0 FEET) EAST OF THE CENTER
 CB0502'OF THE HIGHWAY, 0.33 METER (1.1 FEET) NORTH OF A METAL WITNESS POST
 CB0502'AND 0.20 METER (0.6 FOOT) WEST OF THE FENCE.
 CB0502'
 CB0502'AZIMUTH MARK, STAMPED---TEN THIRTY 1935 1970---IS A STANDARD DISK SET
 CB0502'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 CB0502'12.80 METERS (42.0 FEET)  EAST OF THE CENTER OF THE HIGHWAY, 6.10
 CB0502'METERS (20.0 FEET) WEST OF A FENCE AND 0.40 METER (1.3 FEET) SOUTH OF
 CB0502'A WITNESS POST.
 CB0502
 CB0502                          STATION RECOVERY (1998)
 CB0502
 CB0502'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CB0502'STATION, RM NO 3, AND AZIMUTH RECOVERED, RM NO 4 ALSO RECOVERED.
 CB0502'*NOTE- DISK IS DAMAGED, DIFFICULT TO READ STAMPING*
 CB0502
 CB0502                          STATION RECOVERY (2001)
 CB0502
 CB0502'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0501 ***********************************************************************
 CB0501  DESIGNATION -  TEN THIRTY RM 1
 CB0501  PID         -  CB0501
 CB0501  STATE/COUNTY-  TX/UPTON
 CB0501  USGS QUAD   -  MIDKIFF SW (1968)
 CB0501
 CB0501                         *CURRENT SURVEY CONTROL
 CB0501  ___________________________________________________________________
 CB0501* NAD 83(1986)-  31 35 26.     (N)    101 58 10.     (W)     SCALED    
 CB0501* NAVD 88     -       850.821  (meters)    2791.40   (feet)  ADJUSTED  
 CB0501  ___________________________________________________________________
 CB0501  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CB0501  DYNAMIC HT  -         849.601 (meters)    2787.40  (feet)  COMP
 CB0501  MODELED GRAV-     979,177.5   (mgal)                       NAVD 88
 CB0501
 CB0501  VERT ORDER  -  SECOND    CLASS 0
 CB0501
 CB0501.The horizontal coordinates were scaled from a topographic map and have
 CB0501.an estimated accuracy of +/- 6 seconds.
 CB0501
 CB0501.The orthometric height was determined by differential leveling
 CB0501.and adjusted by the National Geodetic Survey in June 1991..
 CB0501
 CB0501.The geoid height was determined by GEOID03.
 CB0501
 CB0501.The dynamic height is computed by dividing the NAVD 88
 CB0501.geopotential number by the normal gravity value computed on the
 CB0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0501.degrees latitude (g = 980.6199 gals.).
 CB0501
 CB0501.The modeled gravity was interpolated from observed gravity values.
 CB0501
 CB0501;                    North         East    Units  Estimated Accuracy
 CB0501;SPC TX C     - 3,214,420.      544,730.      MT  (+/- 180 meters Scaled)
 CB0501
 CB0501                          SUPERSEDED SURVEY CONTROL
 CB0501
 CB0501  NGVD 29 (??/??/92)  850.475  (m)         2790.27   (f) ADJ UNCH    2 0
 CB0501
 CB0501.Superseded values are not recommended for survey control.
 CB0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0501.See file dsdata.txt to determine how the superseded data were derived.
 CB0501
 CB0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV182988(NAD 83)
 CB0501_MARKER: DR = REFERENCE MARK DISK
 CB0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0501_STAMPING: TEN THIRTY NO 1 1935
 CB0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0501+STABILITY: SURFACE MOTION
 CB0501
 CB0501  HISTORY     - Date     Condition        Report By
 CB0501  HISTORY     - 1935     MONUMENTED       CGS
 CB0501  HISTORY     - 1967     GOOD             NGS
 CB0501  HISTORY     - 20010217 GOOD             USPSQD
 CB0501
 CB0501                          STATION DESCRIPTION
 CB0501
 CB0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CB0501'25.5 MI N FROM RANKIN.
 CB0501'ABOUT 25.5 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0501'TOPEKA AND SNATA FE RAILWAY COMPANY STATION AT RANKIN, 0.3 MILE SOUTH
 CB0501'OF THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD, 44 FEET EAST OF THE
 CB0501'CENTER LINE OF THE HIGHWAY, 16 1/2 FEET WEST OF THE HIGHWAY
 CB0501'RIGHT-OF-WAY FENCE, 78.6 FEET NORTH OF TRIANGULATION STATION TEN
 CB0501'THIRTY 1935, ABOUT LEVEL WITH THE HIGHWAY, ANMD SET IN THE TOP OF A
 CB0501'CONCRETE POST WHICH PROJECTS 14 INCHES.
 CB0501
 CB0501                          STATION RECOVERY (2001)
 CB0501
 CB0501'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0503 ***********************************************************************
 CB0503  DESIGNATION -  TEN THIRTY RM 2
 CB0503  PID         -  CB0503
 CB0503  STATE/COUNTY-  TX/UPTON
 CB0503  USGS QUAD   -  MIDKIFF SW (1968)
 CB0503
 CB0503                         *CURRENT SURVEY CONTROL
 CB0503  ___________________________________________________________________
 CB0503* NAD 83(1986)-  31 35 26.     (N)    101 58 10.     (W)     SCALED    
 CB0503* NAVD 88     -       850.828  (meters)    2791.42   (feet)  ADJUSTED  
 CB0503  ___________________________________________________________________
 CB0503  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CB0503  DYNAMIC HT  -         849.608 (meters)    2787.42  (feet)  COMP
 CB0503  MODELED GRAV-     979,177.5   (mgal)                       NAVD 88
 CB0503
 CB0503  VERT ORDER  -  SECOND    CLASS 0
 CB0503
 CB0503.The horizontal coordinates were scaled from a topographic map and have
 CB0503.an estimated accuracy of +/- 6 seconds.
 CB0503
 CB0503.The orthometric height was determined by differential leveling
 CB0503.and adjusted by the National Geodetic Survey in June 1991..
 CB0503
 CB0503.The geoid height was determined by GEOID03.
 CB0503
 CB0503.The dynamic height is computed by dividing the NAVD 88
 CB0503.geopotential number by the normal gravity value computed on the
 CB0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0503.degrees latitude (g = 980.6199 gals.).
 CB0503
 CB0503.The modeled gravity was interpolated from observed gravity values.
 CB0503
 CB0503;                    North         East    Units  Estimated Accuracy
 CB0503;SPC TX C     - 3,214,420.      544,730.      MT  (+/- 180 meters Scaled)
 CB0503
 CB0503                          SUPERSEDED SURVEY CONTROL
 CB0503
 CB0503  NGVD 29 (??/??/92)  850.482  (m)         2790.29   (f) ADJ UNCH    2 0
 CB0503
 CB0503.Superseded values are not recommended for survey control.
 CB0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0503.See file dsdata.txt to determine how the superseded data were derived.
 CB0503
 CB0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV182988(NAD 83)
 CB0503_MARKER: DR = REFERENCE MARK DISK
 CB0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0503_STAMPING: TEN THIRTY NO 2 1935
 CB0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0503+STABILITY: SURFACE MOTION
 CB0503
 CB0503  HISTORY     - Date     Condition        Report By
 CB0503  HISTORY     - 1935     MONUMENTED       CGS
 CB0503  HISTORY     - 1967     GOOD             NGS
 CB0503
 CB0503                          STATION DESCRIPTION
 CB0503
 CB0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CB0503'25.5 MI N FROM RANKIN.
 CB0503'ABOUT 25.5 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0503'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.3 MILE SOUTH
 CB0503'OF THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD, 33 1/2 FEET WEST OF
 CB0503'THE CENTER LINE OF THE HIGHWAY, 26 FEET EAST OF THE HIGHWAY
 CB0503'RIGHT-OF-WAY FENCE, 73.7 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM
 CB0503'TRIANGULATION STATION TEN THIRTY 1935, ABOUT LEVEL WITH THE HIGHWAY,
 CB0503'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 13 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3056 ***********************************************************************
 BX3056  DESIGNATION -  TENAHA
 BX3056  PID         -  BX3056
 BX3056  STATE/COUNTY-  TX/SHELBY
 BX3056  USGS QUAD   -  HUXLEY (1984)
 BX3056
 BX3056                         *CURRENT SURVEY CONTROL
 BX3056  ___________________________________________________________________
 BX3056* NAD 83(1993)-  31 48 46.23293(N)    093 57 02.46177(W)     ADJUSTED  
 BX3056* NAVD 88     -        96.3    (meters)     316.     (feet)  VERTCON   
 BX3056  ___________________________________________________________________
 BX3056  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BX3056  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX3056
 BX3056  HORZ ORDER  -  FIRST
 BX3056
 BX3056.The horizontal coordinates were established by classical geodetic methods
 BX3056.and adjusted by the National Geodetic Survey in February 1996..
 BX3056
 BX3056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3056
 BX3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3056
 BX3056.The geoid height was determined by GEOID03.
 BX3056
 BX3056;                    North         East     Units Scale Factor Converg.
 BX3056;SPC TX C     - 3,255,256.444 1,303,995.981   MT  0.99998182   +3 17 14.8
 BX3056;SPC TX C     -10,679,953.85  4,278,193.48   sFT  0.99998182   +3 17 14.8
 BX3056;SPC LA N     -   146,480.452   862,658.194   MT  0.99991641   -0 46 01.1
 BX3056;SPC LA N     -   480,577.95  2,830,237.76   sFT  0.99991641   -0 46 01.1
 BX3056;UTM  15      - 3,520,084.541   410,019.058   MT  0.99969985   -0 30 04.3
 BX3056
 BX3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3056!SPC TX C     -   0.99998896  x   0.99998182  =   0.99997078
 BX3056!SPC LA N     -   0.99998896  x   0.99991641  =   0.99990537
 BX3056!UTM  15      -   0.99998896  x   0.99969985  =   0.99968881
 BX3056
 BX3056:                Primary Azimuth Mark                     Grid Az
 BX3056:SPC TX C     -  HUNTER LOOKOUT TOWER                     032 58 08.5
 BX3056:SPC LA N     -  HUNTER LOOKOUT TOWER                     037 01 24.4
 BX3056:UTM  15      -  HUNTER LOOKOUT TOWER                     036 45 27.6
 BX3056
 BX3056|---------------------------------------------------------------------|
 BX3056| PID    Reference Object                     Distance      Geod. Az  |
 BX3056|                                                           dddmmss.s |
 BX3056| BX3051 HUNTER LOOKOUT TOWER                APPROX.15.9 KM 0361523.3 |
 BX3056| BX3049 HUNTER RESET                        APPROX.15.2 KM 0372057.1 |
 BX3056| CV8480 TENAHA AZ MK                                       1104818.1 |
 BX3056| CV8481 TENAHA RM 1                          28.042 METERS 13613     |
 BX3056| BX3048 DREKA LOT                           APPROX.12.4 KM 1724454.5 |
 BX3056| BX3057 TENAHA LOT                           18.487 METERS 18723     |
 BX3056| CV8482 TENAHA RM 2                          35.622 METERS 21023     |
 BX3056|---------------------------------------------------------------------|
 BX3056
 BX3056                          SUPERSEDED SURVEY CONTROL
 BX3056
 BX3056  NAD 83(1993)-  31 48 46.23604(N)    093 57 02.45902(W) AD(       ) 1
 BX3056  NAD 83(1986)-  31 48 46.24070(N)    093 57 02.45776(W) AD(       ) 1
 BX3056  NAD 27      -  31 48 45.62539(N)    093 57 01.77306(W) AD(       ) 1
 BX3056  NGVD 29 (07/19/86)   96.4    (m)          316.     (f) VERT ANG       
 BX3056
 BX3056.Superseded values are not recommended for survey control.
 BX3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3056.See file dsdata.txt to determine how the superseded data were derived.
 BX3056
 BX3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR1001920085(NAD 83)
 BX3056_MARKER: DS = TRIANGULATION STATION DISK
 BX3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3056
 BX3056  HISTORY     - Date     Condition        Report By
 BX3056  HISTORY     - 1971     MONUMENTED       NGS
 BX3056
 BX3056                          STATION DESCRIPTION
 BX3056
 BX3056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JA)
 BX3056'THE STATION IS LOCATED ABOUT 11-1/2 MILES SOUTH-SOUTHEAST OF
 BX3056'LOGANSPORT, 11 MILES SOUTH-SOUTHWEST OF STANLEY, 5-1/2 MILES
 BX3056'NORTHWEST OF HUXLEY AND NEAR THE TENAHA, LOOKOUT TOWER THAT IS IN
 BX3056'THE SABINE NATIONAL FOREST.  PERMISSION TO ESTABLISH THE TOWER WAS
 BX3056'OBTAINED FROM THE DISTRICT MANAGER, MR. LEONARD J. (JAKE)
 BX3056'MOORE, SAN AUGUSTINE, TEXAS.
 BX3056'
 BX3056'TO REACH FROM THE SOUTH JUNCTION OF STATE HIGHWAY 139 AND FARM ROAD
 BX3056'2694 ABOUT 2.15 MILES WEST OF HUXLEY, GO NORTH ON STATE HIGHWAY 139
 BX3056'FOR 0.2 MILE TO THE NORTH JUNCTION OF THESE HIGHWAYS, CONTINUE
 BX3056'NORTH ON STATE HIGHWAY 139 FOR 4.5 MILES TO FARM ROAD 417 ON THE
 BX3056'LEFT.  TURN LEFT AND GO WESTERLY FOR 2.45 MILES TO A SIDE ROAD LEFT.
 BX3056'TURN LEFT AND GO SOUTHEAST ON ROAD 107-2 FOR 0.95 MILE TO A SIDE
 BX3056'ROAD LEFT, TURN LEFT AND GO EAST FOR 0.1 MILE TO TENAHA LOOKOUT
 BX3056'TOWER ON THE RIGHT AND STATION ON THE LEFT.  CONTINUE EAST ON
 BX3056'TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH
 BX3056'SIDE OF ROAD.
 BX3056'
 BX3056'THE STATION MARKS ARE STANDARD DISKS STAMPED TENAHA 1971.  THE
 BX3056'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 BX3056'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 81 FEET WEST OF A
 BX3056'POWERLINE POLE NUMBER 50112 THAT HAS TRANSFORMER ATTACHED, 53.5
 BX3056'FEET NORTH-NORTHEAST OF THE NORTHWEST LEG OF LOOKOUT
 BX3056'TOWER, 48.5 FEET NORTH-NORTHWEST OF THE NORTHEAST LEG OF
 BX3056'LOOKOUT TOWER AND 37.5 FEET EAST OF A 24 INCH PINE TREE.  THE
 BX3056'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 BX3056'42 INCHES BELOW THE GROUND SURFACE.
 BX3056'
 BX3056'REFERENCE MARK 1, A STANDARD DISK STAMPED TENAHA NO 1 1971, IS SET
 BX3056'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3056'8 INCHES ABOVE GROUND SURFACE. IT IS 64 FEET EAST-SOUTHEAST OF THE
 BX3056'NORTHEAST LEG OF LOOKOUT TOWER, 60 FEET EAST OF THE SOUTHEAST LEG
 BX3056'OF LOOKOUT TOWER, 46 FEET SOUTH-SOUTHWEST OF THE POWERLINE POLE
 BX3056'WITH THE TRANSFORMER ATTACHED AND 2.2 FEET SOUTHWEST OF METAL
 BX3056'WITNESS POST WITH SIGN ATTACHED.
 BX3056'
 BX3056'REFERENCE MARK 2, A STANDARD DISK STAMPED TENAHA NO 2 1971, IS SET
 BX3056'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX3056'6 INCHES ABOVE GROUND SURFACE.  IT IS 51 FEET SOUTHWEST OF THE
 BX3056'SOUTHWEST LEG OF LOOKOUT TOWER, 27 FEET SOUTH-SOUTHEAST OF A 20
 BX3056'INCH PINE TREE AND 1.7 FEET NORTHEAST OF METAL WITNESS POST WITH
 BX3056'SIGN ATTACHED.
 BX3056'
 BX3056'AZIMUTH MARK, A STANDARD DISK STAMPED TENANA 1971, IS SET IN THE TOP
 BX3056'OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE
 BX3056'GROUND SURFACE.  IT IS 36.5 FEET NORTHWEST A POWERLINE POLE, 20
 BX3056'FEET WEST-SOUTHWEST OF A 24 INCH PINE TREE, 16 FEET NORTH OF CENTER
 BX3056'OF WOODS ROAD AND 2.5 FEET SOUTH OF METAL WITNESS POST WITH SIGN
 BX3056'ATTACHED.
 BX3056'
 BX3056'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 BX3056'
 BX3056'NEAREST TOWN--HUXLEY, TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3057 ***********************************************************************
 BX3057  DESIGNATION -  TENAHA LOT
 BX3057  PID         -  BX3057
 BX3057  STATE/COUNTY-  TX/SHELBY
 BX3057  USGS QUAD   -  HUXLEY (1984)
 BX3057
 BX3057                         *CURRENT SURVEY CONTROL
 BX3057  ___________________________________________________________________
 BX3057* NAD 83(1993)-  31 48 45.63770(N)    093 57 02.55208(W)     ADJUSTED  
 BX3057* NAVD 88     -                                                        
 BX3057  ___________________________________________________________________
 BX3057  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BX3057  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BX3057
 BX3057  HORZ ORDER  -  THIRD
 BX3057
 BX3057.The horizontal coordinates were established by classical geodetic methods
 BX3057.and adjusted by the National Geodetic Survey in February 1996..
 BX3057
 BX3057
 BX3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3057
 BX3057.The geoid height was determined by GEOID03.
 BX3057
 BX3057;                    North         East     Units Scale Factor Converg.
 BX3057;SPC TX C     - 3,255,238.005 1,303,994.661   MT  0.99998178   +3 17 14.7
 BX3057;SPC TX C     -10,679,893.35  4,278,189.15   sFT  0.99998178   +3 17 14.7
 BX3057;UTM  15      - 3,520,066.234   410,016.523   MT  0.99969986   -0 30 04.3
 BX3057
 BX3057                          SUPERSEDED SURVEY CONTROL
 BX3057
 BX3057  NAD 83(1993)-  31 48 45.64081(N)    093 57 02.54933(W) AD(       ) 4
 BX3057  NAD 83(1986)-  31 48 45.64546(N)    093 57 02.54792(W) AD(       ) 4
 BX3057  NAD 27      -  31 48 45.03015(N)    093 57 01.86336(W) AD(       ) 3
 BX3057
 BX3057.Superseded values are not recommended for survey control.
 BX3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3057.See file dsdata.txt to determine how the superseded data were derived.
 BX3057
 BX3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR1001720066(NAD 83)
 BX3057_MARKER: 57 = LOOKOUT TOWER
 BX3057
 BX3057  HISTORY     - Date     Condition        Report By
 BX3057  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX3057
 BX3057                          STATION DESCRIPTION
 BX3057
 BX3057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3057'THE TENAHA LOOKOUT TOWER WHICH IS UNDER THE MANAGEMENT OF THE U. S.
 BX3057'FOREST SERVICE IS LOCATED ABOUT 11.5 MILES SOUTH-SOUTHEAST OF
 BX3057'LOGANSPORT, 5.5 MILES NORTHWEST OF HUXLEY AND IN THE SABINE
 BX3057'NATIONAL FOREST.
 BX3057'
 BX3057'TO REACH FROM THE SOUTH JUNCTION OF STATE HIGHWAY 139 AND FARM ROAD
 BX3057'2694 ABOUT 2.15 MILES WEST OF HUXLEY, GO NORTH ON HIGHWAY 139 FOR
 BX3057'0.2 MILE TO THE NORTH JUNCTION OF THESE HIGHWAYS.  CONTINUE NORTH
 BX3057'ON HIGHWAY 139 FOR 4.5 MILES TO FARM ROAD 417 ON THE LEFT.  TURN
 BX3057'LEFT AND GO WESTERLY FOR 2.45 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 BX3057'AND GO SOUTHEAST ON ROAD 107-2 FOR 0.95 MILE TO A SIDE ROAD
 BX3057'LEFT.  TURN LEFT AND GO EAST 0.1 MILE TO THE LOOKOUT TOWER ON
 BX3057'THE RIGHT.
 BX3057'
 BX3057'IT IS A FOUR-LEGGED STEEL STRUCTURE, SILVER, A METAL CABIN ON TOP
 BX3057'AND THE OVERALL HEIGHT IS ABOUT 110 FEET.
 BX3057'
 BX3057'POINT INTERSECTED WAS THE TOP CENTER OF THE CABIN.
 BX3057'
 BX3057'NOTE.  TRIANGULATION STATION TENAHA IS 60.65 FEET NORTH OF THE CENTER
 BX3057'OF THE BASE OF THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2609 ***********************************************************************
 BY2609  DESIGNATION -  TENAHA MUNICIPAL TANK
 BY2609  PID         -  BY2609
 BY2609  STATE/COUNTY-  TX/SHELBY
 BY2609  USGS QUAD   -  TENAHA EAST (1984)
 BY2609
 BY2609                         *CURRENT SURVEY CONTROL
 BY2609  ___________________________________________________________________
 BY2609* NAD 83(1993)-  31 56 35.43094(N)    094 14 40.27941(W)     ADJUSTED  
 BY2609* NAVD 88     -                                                        
 BY2609  ___________________________________________________________________
 BY2609  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 BY2609  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2609
 BY2609  HORZ ORDER  -  THIRD
 BY2609
 BY2609.The horizontal coordinates were established by classical geodetic methods
 BY2609.and adjusted by the National Geodetic Survey in February 1996..
 BY2609
 BY2609
 BY2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2609
 BY2609.The geoid height was determined by GEOID03.
 BY2609
 BY2609;                    North         East     Units Scale Factor Converg.
 BY2609;SPC TX C     - 3,268,127.952 1,275,427.613   MT  1.00001662   +3 08 09.9
 BY2609;SPC TX C     -10,722,183.12  4,184,465.43   sFT  1.00001662   +3 08 09.9
 BY2609;SPC TXNC     - 2,038,812.229 1,002,274.623   MT  1.00005809   +2 19 15.3
 BY2609;SPC TXNC     - 6,689,003.12  3,288,295.99   sFT  1.00005809   +2 19 15.3
 BY2609;UTM  15      - 3,534,813.092   382,371.696   MT  0.99977064   -0 39 30.7
 BY2609
 BY2609                          SUPERSEDED SURVEY CONTROL
 BY2609
 BY2609  NAD 83(1986)-  31 56 35.44044(N)    094 14 40.27068(W) AD(       ) 4
 BY2609  NAD 27      -  31 56 34.83400(N)    094 14 39.55600(W) AD(       ) 3
 BY2609
 BY2609.Superseded values are not recommended for survey control.
 BY2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2609.See file dsdata.txt to determine how the superseded data were derived.
 BY2609
 BY2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR8237234813(NAD 83)
 BY2609_MARKER: 53 = ELEVATED TANK
 BY2609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2609+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BY2609
 BY2609  HISTORY     - Date     Condition        Report By
 BY2609  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2609  HISTORY     - 20050720 GOOD             USPSQD
 BY2609
 BY2609                          STATION DESCRIPTION
 BY2609
 BY2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2609'THE STATION IS LOCATED IN ABOUT THE CENTRAL PART OF TENAHA.
 BY2609'THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND
 BY2609'ITS OVER-ALL HEIGHT IS ABOUT 120 FEET.  IT IS PAINTED SILVER
 BY2609'IN COLOR.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
 BY2609
 BY2609                          STATION RECOVERY (2005)
 BY2609
 BY2609'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BY2609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1419 ***********************************************************************
 AB1419  DESIGNATION -  TENERIAS
 AB1419  PID         -  AB1419
 AB1419  STATE/COUNTY-  TX/WILLACY
 AB1419  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1419
 AB1419                         *CURRENT SURVEY CONTROL
 AB1419  ___________________________________________________________________
 AB1419* NAD 83(1993)-  26 30 15.09753(N)    097 29 39.89809(W)     ADJUSTED  
 AB1419* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1419  ___________________________________________________________________
 AB1419  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 AB1419  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AB1419
 AB1419  HORZ ORDER  -  SECOND
 AB1419
 AB1419.The horizontal coordinates were established by classical geodetic methods
 AB1419.and adjusted by the National Geodetic Survey in February 1996..
 AB1419
 AB1419.The orthometric height was scaled from a topographic map.
 AB1419
 AB1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1419
 AB1419.The geoid height was determined by GEOID03.
 AB1419
 AB1419;                    North         East     Units Scale Factor Converg.
 AB1419;SPC TX S     - 5,093,191.206   400,235.246   MT  0.99993214   +0 27 23.6
 AB1419;SPC TX S     -16,709,911.48  1,313,105.14   sFT  0.99993214   +0 27 23.6
 AB1419;UTM  14      - 2,932,401.912   650,036.776   MT  0.99987793   +0 40 19.2
 AB1419
 AB1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1419!SPC TX S     -   1.00000329  x   0.99993214  =   0.99993543
 AB1419!UTM  14      -   1.00000329  x   0.99987793  =   0.99988122
 AB1419
 AB1419:                Primary Azimuth Mark                     Grid Az
 AB1419:SPC TX S     -  X 671                                    080 14 21.6
 AB1419:UTM  14      -  X 671                                    080 01 26.0
 AB1419
 AB1419|---------------------------------------------------------------------|
 AB1419| PID    Reference Object                     Distance      Geod. Az  |
 AB1419|                                                           dddmmss.s |
 AB1419| AB0188 X 671                                              0804145.2 |
 AB1419| AB0187 W 671                               305.404 METERS 09711     |
 AB1419|---------------------------------------------------------------------|
 AB1419
 AB1419                          SUPERSEDED SURVEY CONTROL
 AB1419
 AB1419  NAD 83(1986)-  26 30 15.11079(N)    097 29 39.86188(W) AD(       ) 2
 AB1419  NAD 27      -  26 30 13.86700(N)    097 29 38.92500(W) AD(       ) 2
 AB1419
 AB1419.Superseded values are not recommended for survey control.
 AB1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1419.See file dsdata.txt to determine how the superseded data were derived.
 AB1419
 AB1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5003732402(NAD 83)
 AB1419_MARKER: DS = TRIANGULATION STATION DISK
 AB1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1419
 AB1419  HISTORY     - Date     Condition        Report By
 AB1419  HISTORY     - 1949     MONUMENTED       CGS
 AB1419  HISTORY     - 1949     SEE DESCRIPTION  CGS
 AB1419
 AB1419                          STATION DESCRIPTION
 AB1419
 AB1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1419'THE STATION IS LOCATED ABOUT 20 MILES EAST OF RAYMONDVILLE
 AB1419'AND ABOUT 5.5 MILES SOUTHWEST OF THE VILLAGE OF RED FISH
 AB1419'BAY.  IT IS 40 FEET NORTH OF THE CENTER OF A DIRT ROAD, 6
 AB1419'FEET SOUTH OF A WITNESS POST AND 7.5 FEET SOUTH OF AN EAST-WEST
 AB1419'FENCE LINE.  IT IS STAMPED TENERIAS 1949 AND PROJECTS 4 INCHES.
 AB1419'
 AB1419'REFERENCE MARK NO. 1 IS 46 FEET SOUTH OF THE CENTER OF A DIRT
 AB1419'ROAD, 25 FEET WEST OF THE WEST POST OF A GATE AND 1.5 FEET
 AB1419'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED TENERIAS
 AB1419'NO 1 1949 AND PROJECTS 3 INCHES.
 AB1419'
 AB1419'REFERENCE MARK NO. 2 IS 47 FEET NORTH OF THE CENTER OF A DIRT
 AB1419'ROAD, 13.5 FEET WEST-SOUTHWEST OF THE WEST POST OF A GATE
 AB1419'AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 AB1419'TENERIAS NO 2 1949 AND PROJECTS 4 INCHES.
 AB1419'
 AB1419'U.S.E. BM. W671 IS 40 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 AB1419'3 FEET NORTH OF AN EAST-WEST FENCE LINE AND 4 FEET EAST OF A
 AB1419'FENCE CORNER.  IT IS A U.S.E. BENCH MARK DISK SET IN THE TOP
 AB1419'OF A 6-INCH SQUARE CONCRETE POST.  IT IS STAMPED W 671 1942
 AB1419'AND PROJECTS 4 INCHES.
 AB1419'
 AB1419'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF A GATE,
 AB1419'45 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 3 FEET SOUTHWEST
 AB1419'OF A WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE LINE.  IT IS
 AB1419'A U.S.E. BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE
 AB1419'CONCRETE POST, PROJECTING 2 INCHES AND IS STAMPED X671 1942
 AB1419'
 AB1419'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AB1419'77 AND STATE HIGHWAY 186 IN RAYMONDVILLE, GO EAST ON STATE
 AB1419'HIGHWAY 186 FOR 9.0 MILES TO WHERE THE HIGHWAY TURNS NORTH,
 AB1419'CONTINUE STRAIGHT AHEAD, ON PAVED ROAD FOR 1.25 MILES TO THE
 AB1419'END OF THE PAVEMENT, CONTINUE, EAST FOR 2.15 MILES TO A
 AB1419'T ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO 7.0 MILES TO THE
 AB1419'STATION ON THE LEFT AS DESCRIBED.
 AB1419'
 AB1419'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 AB1419'ON DIRT ROAD FOR 1.0 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 AB1419'
 AB1419'A 74 FOOT SIGNAL AT STATION LEGION 1939 IS VISIBLE AT 30 FEET.
 AB1419'
 AB1419'AN 8 FOOT SIGNAL AT STATION SKIN 2 1939 IS VISIBLE AT 30 FEET.
 AB1419'
 AB1419'AN 87 FOOT SIGNAL AT STATION NOPAL IS VISIBLE AT 20 FEET.
 AB1419'
 AB1419'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB1419
 AB1419                          STATION RECOVERY (1949)
 AB1419
 AB1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1419'SURFACE STATION MARK DESTROYED.  THE SURFACE STATION MARK WAS
 AB1419'REPORTED IN DANGER OF BEING DESTROYED BY ROAD CONSTRUCTION
 AB1419'AND A NEW STATION TENERIAS ECC 1949 WAS ESTABLISHED NEARBY
 AB1419'ALONG THE NORTH R.O.W. LIMITS PRIOR TO REMOVAL OF THE SURFACE
 AB1419'STATION DISK AND DESTRUCTION OF THE MONUMENT BY THIS PARTY.
 AB1419'IT IS BELIEVED THAT THE SUB SURFACE MARK, ALONG THE NORTH
 AB1419'DITCH LINE, IS OF SUFFICIENT DEPTH THAT IT WILL NOT BE
 AB1419'DISTURBED IN THE DITCHING OPERATIONS.
 AB1419'
 AB1419'ALL OTHER MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED,
 AB1419'EXCEPT AS NOTED BELOW, AND ARE NEAR ENOUGH TO THE R.O.W.
 AB1419'LINES TO BE SAFE FROM THE CONSTRUCTION WORK.
 AB1419'
 AB1419'AZ MK (BM X671 1942) IS NOT VISIBLE FROM GROUND AT STATION.
 AB1419'THIS AND BM W671 1942 ARE STANDARD B.M. DISKS (USC AND GS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1415 ***********************************************************************
 AB1415  DESIGNATION -  TENERIAS ECCENTRIC
 AB1415  PID         -  AB1415
 AB1415  STATE/COUNTY-  TX/WILLACY
 AB1415  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1415
 AB1415                         *CURRENT SURVEY CONTROL
 AB1415  ___________________________________________________________________
 AB1415* NAD 83(1993)-  26 30 15.14176(N)    097 29 39.45953(W)     ADJUSTED  
 AB1415* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1415  ___________________________________________________________________
 AB1415  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 AB1415  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AB1415
 AB1415  HORZ ORDER  -  THIRD
 AB1415
 AB1415.The horizontal coordinates were established by classical geodetic methods
 AB1415.and adjusted by the National Geodetic Survey in February 1996..
 AB1415.No horizontal observational check was made to the station.
 AB1415
 AB1415.The orthometric height was scaled from a topographic map.
 AB1415
 AB1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1415
 AB1415.The geoid height was determined by GEOID03.
 AB1415
 AB1415;                    North         East     Units Scale Factor Converg.
 AB1415;SPC TX S     - 5,093,192.664   400,247.378   MT  0.99993213   +0 27 23.8
 AB1415;SPC TX S     -16,709,916.27  1,313,144.94   sFT  0.99993213   +0 27 23.8
 AB1415;UTM  14      - 2,932,403.415   650,048.902   MT  0.99987797   +0 40 19.4
 AB1415
 AB1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1415!SPC TX S     -   1.00000329  x   0.99993213  =   0.99993542
 AB1415!UTM  14      -   1.00000329  x   0.99987797  =   0.99988126
 AB1415
 AB1415|---------------------------------------------------------------------|
 AB1415| PID    Reference Object                     Distance      Geod. Az  |
 AB1415|                                                           dddmmss.s |
 AB1415| AB0187 W 671                               293.539 METERS 09745     |
 AB1415| CV3504 TENERIAS RM 1                        32.058 METERS 21111     |
 AB1415| AB1419 TENERIAS                             12.220 METERS 26336     |
 AB1415| CV3505 TENERIAS RM 2                        28.779 METERS 27202     |
 AB1415|---------------------------------------------------------------------|
 AB1415
 AB1415                          SUPERSEDED SURVEY CONTROL
 AB1415
 AB1415  NAD 83(1986)-  26 30 15.15502(N)    097 29 39.42332(W) AD(       ) 3
 AB1415  NAD 27      -  26 30 13.91200(N)    097 29 38.48700(W) AD(       ) 3
 AB1415
 AB1415.Superseded values are not recommended for survey control.
 AB1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1415.See file dsdata.txt to determine how the superseded data were derived.
 AB1415
 AB1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5004932403(NAD 83)
 AB1415_MARKER: DS = TRIANGULATION STATION DISK
 AB1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1415
 AB1415  HISTORY     - Date     Condition        Report By
 AB1415  HISTORY     - 1949     MONUMENTED       CGS
 AB1415
 AB1415                          STATION DESCRIPTION
 AB1415
 AB1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1415'LOCATED ABOUT 18 MILES EAST OF RAYMONDVILLE ALONG ROAD TO RED
 AB1415'FISH BAY (PORT MANSFIELD) AND ABOUT 6 MILES SW OF VILLAGE
 AB1415'OF RED FISH BAY.
 AB1415'
 AB1415'TO REACH, FROM JUNCTION WITH U.S. HWY 77 IN RAYMONDVILLE,
 AB1415'DRIVE 8.7 MILES EAST ALONG STATE HWY 186 TO WHERE HIGHWAY
 AB1415'TURNS NORTH CONTINUE EAST 1.3 MILES TO END OF PAVEMENT AND
 AB1415'JUNCTION WITH PAVED ROAD TO THE SOUTH.  CONTINUE EAST ALONG
 AB1415'GRAVEL ROAD 2.1 MILES TO A T ROAD RIGHT.  AND THEN TURN RIGHT
 AB1415'AND CONTINUE 6.8 MILES TO STATION ALONG NORTH R.O.W.
 AB1415'
 AB1415'STATION IS 0.2 MILE E OF PROMINENT CURVE.  0.3 MILE W OF TIMBER
 AB1415'TRESTLE BRIDGE.  48 FT. NORTH OF ROAD CENTERLINE.  8 FT. E
 AB1415'OF E GATE POST.  2 FT. S OF FENCE.  AND 3.6 FT. W OF WITNESS
 AB1415'POST.  A STANDARD DISK STAMPED TENERIAS ECC 1949 IN TOP OF
 AB1415'10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.
 AB1415'
 AB1415'REFERENCE MARK NO. 1 IS 44 FEET SOUTH OF THE CENTER OF ROAD.
 AB1415'25 FT. WEST OF THE WEST POST OF A GATE.  1.5 FT. NORTH OF
 AB1415'FENCE LINE.  AND 1.5 FT. EAST OF A WITNESS POST.  A STANDARD
 AB1415'DISK STAMPED TENERIAS NO. 1 1949 IN TOP OF CONCRETE MONUMENT
 AB1415'PROJECTING 3 INCHES.
 AB1415'
 AB1415'REFERENCE MARK NO. 2 IS 48 FEET NORTH OF THE CENTER OF ROAD.
 AB1415'13.5 FT. WSW OF THE WEST POST OF A GATE.  2 FT. SOUTH OF FENCE
 AB1415'LINE.  AND 1.5 FT. SOUTH OF A WITNESS POST.  A STANDARD DISK
 AB1415'STAMPED TENERIAS NO. 2 1949 IN TOP OF CONCRETE MONUMENT
 AB1415'PROJECTING 4 INCHES.
 AB1415'
 AB1415'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER OF THE ROAD,
 AB1415'1 FT. NORTH OF AN E-W FENCE LINE.  4 FEET EAST OF A FENCE
 AB1415'CORNER.  AND 3 FT. WEST OF A WITNESS POST.  A STANDARD U.S.C
 AB1415'AND G.S. BM DISK STAMPED W 671 1942 SET IN A 6 INCH SQUARE
 AB1415'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
 AB1415'
 AB1415'BM X 671 1942 (TENERIAS 1949 AZ MK) IS NOT VISIBLE FROM THE
 AB1415'GROUND AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2656 ***********************************************************************
 AX2656  DESIGNATION -  TENN GAS TRANS MAST KKA 230
 AX2656  PID         -  AX2656
 AX2656  STATE/COUNTY-  TX/WHARTON
 AX2656  USGS QUAD   -  LISSIE (1981)
 AX2656
 AX2656                         *CURRENT SURVEY CONTROL
 AX2656  ___________________________________________________________________
 AX2656* NAD 83(1993)-  29 31 58.80715(N)    096 08 40.47094(W)     ADJUSTED  
 AX2656* NAVD 88     -                                                        
 AX2656  ___________________________________________________________________
 AX2656  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AX2656  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX2656
 AX2656  HORZ ORDER  -  THIRD
 AX2656
 AX2656.The horizontal coordinates were established by classical geodetic methods
 AX2656.and adjusted by the National Geodetic Survey in February 1996..
 AX2656
 AX2656
 AX2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2656
 AX2656.The geoid height was determined by GEOID03.
 AX2656
 AX2656;                    North         East     Units Scale Factor Converg.
 AX2656;SPC TXSC     - 4,191,746.841   876,726.413   MT  0.99986920   +1 23 56.1
 AX2656;SPC TXSC     -13,752,422.76  2,876,393.24   sFT  0.99986920   +1 23 56.1
 AX2656;UTM  14      - 3,270,440.946   776,738.708   MT  1.00054507   +1 24 30.3
 AX2656
 AX2656                          SUPERSEDED SURVEY CONTROL
 AX2656
 AX2656  NAD 83(1986)-  29 31 58.82117(N)    096 08 40.45517(W) AD(       ) 4
 AX2656  NAD 27      -  29 31 57.95237(N)    096 08 39.59247(W) AD(       ) 3
 AX2656
 AX2656.Superseded values are not recommended for survey control.
 AX2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2656.See file dsdata.txt to determine how the superseded data were derived.
 AX2656
 AX2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7673970441(NAD 83)
 AX2656_MARKER: 42 = RADIO/TV MAST
 AX2656
 AX2656  HISTORY     - Date     Condition        Report By
 AX2656  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2656
 AX2656                          STATION DESCRIPTION
 AX2656
 AX2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2656'THE STATION IS THE TOP LIGHT ON THE SHORT WAVE RADIO MAST AT STATION
 AX2656'NO 17 OF THE TENNESSEE GAS TRANSMISSION CO.  IT IS LOCATED 5 MILES
 AX2656'WEST OF EAST BERNARD AND 0.5 MILE SOUTH OF THE INTERSECTION OF US
 AX2656'HIGHWAY 90A AND FARM ROAD 1150.  THE MAST IS 260 FEET HIGH,
 AX2656'PAINTED RED AND WHITE AND WAS ERRECTED IN 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2235 ***********************************************************************
 BY2235  DESIGNATION -  TENNESSEE
 BY2235  PID         -  BY2235
 BY2235  STATE/COUNTY-  TX/ANDERSON
 BY2235  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2235
 BY2235                         *CURRENT SURVEY CONTROL
 BY2235  ___________________________________________________________________
 BY2235* NAD 83(1993)-  31 49 41.41720(N)    095 48 59.83824(W)     ADJUSTED  
 BY2235* NAVD 88     -       128.873  (meters)     422.81   (feet)  ADJUSTED  
 BY2235  ___________________________________________________________________
 BY2235  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 BY2235  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BY2235  DYNAMIC HT  -         128.719 (meters)     422.31  (feet)  COMP
 BY2235  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 BY2235
 BY2235  HORZ ORDER  -  FIRST
 BY2235  VERT ORDER  -  SECOND    CLASS 0
 BY2235
 BY2235.The horizontal coordinates were established by classical geodetic methods
 BY2235.and adjusted by the National Geodetic Survey in February 1996..
 BY2235
 BY2235.The orthometric height was determined by differential leveling
 BY2235.and adjusted by the National Geodetic Survey in June 1991..
 BY2235
 BY2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2235
 BY2235.The geoid height was determined by GEOID03.
 BY2235
 BY2235.The dynamic height is computed by dividing the NAVD 88
 BY2235.geopotential number by the normal gravity value computed on the
 BY2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2235.degrees latitude (g = 980.6199 gals.).
 BY2235
 BY2235.The modeled gravity was interpolated from observed gravity values.
 BY2235
 BY2235;                    North         East     Units Scale Factor Converg.
 BY2235;SPC TX C     - 3,248,303.175 1,127,468.683   MT  0.99998565   +2 19 34.9
 BY2235;SPC TX C     -10,657,141.33  3,699,036.84   sFT  0.99998565   +2 19 34.9
 BY2235;UTM  15      - 3,524,847.461   233,412.063   MT  1.00047659   -1 29 10.6
 BY2235
 BY2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2235!SPC TX C     -   0.99998384  x   0.99998565  =   0.99996949
 BY2235!UTM  15      -   0.99998384  x   1.00047659  =   1.00046042
 BY2235
 BY2235|---------------------------------------------------------------------|
 BY2235| PID    Reference Object                     Distance      Geod. Az  |
 BY2235|                                                           dddmmss.s |
 BY2235| BY2234 TENNESSEE RM 1                       27.058 METERS 20640     |
 BY2235| BY2237 TENNESSEE AZ MK                                    2970423.8 |
 BY2235| BY2236 TENNESSEE RM 2                       26.408 METERS 31125     |
 BY2235|---------------------------------------------------------------------|
 BY2235
 BY2235                          SUPERSEDED SURVEY CONTROL
 BY2235
 BY2235  NAD 83(1986)-  31 49 41.42695(N)    095 48 59.82114(W) AD(       ) 1
 BY2235  NAD 27      -  31 49 40.82300(N)    095 48 58.96300(W) AD(       ) 1
 BY2235  NGVD 29 (??/??/92)  128.853  (m)          422.75   (f) ADJ UNCH    2 0
 BY2235
 BY2235.Superseded values are not recommended for survey control.
 BY2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2235.See file dsdata.txt to determine how the superseded data were derived.
 BY2235
 BY2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR3341224847(NAD 83)
 BY2235_MARKER: DS = TRIANGULATION STATION DISK
 BY2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2235_STAMPING: TENNESSEE 1946
 BY2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2235+STABILITY: SURFACE MOTION
 BY2235
 BY2235  HISTORY     - Date     Condition        Report By
 BY2235  HISTORY     - 1946     MONUMENTED       CGS
 BY2235  HISTORY     - 1947     GOOD             NGS
 BY2235  HISTORY     - 1956     GOOD             CGS
 BY2235
 BY2235                          STATION DESCRIPTION
 BY2235
 BY2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BY2235'LOCATED ABOUT 1-1/2 MILES EAST-SOUTHEAST OF TENNESSEE COLONY, 88
 BY2235'FEET EAST-SOUTHEAST OF A FENCE CORNER, 35 FEET SOUTHEAST OF
 BY2235'ANOTHER FENCE CORNER, 28 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 BY2235'NO. 287, 12 FEET SOUTH OF A WIRE FENCE AND 3 FEET WEST OF A
 BY2235'REFERENCE POST.  IT IS STAMPED TENNESSEE 1946 AND PROJECTS 3
 BY2235'INCHES.
 BY2235'
 BY2235'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF U.S. HIGHWAY NO. 287
 BY2235'AND 2 FEET NORTH OF A WIRE FENCE.  IT IS STAMPED TENNESSEE NO 1
 BY2235'1946 AND PROJECTS 6 INCHES.
 BY2235'
 BY2235'REFERENCE MARK NO. 2 IS 40 FEET NORTH OF HIGHWAY NO. 287, 30
 BY2235'FEET EAST OF A DRIVE TO A FARM HOUSE AND 2 FEET SOUTH OF A FENCE
 BY2235'CORNER.  IT IS STAMPED TENNESSEE NO 2 1946 AND PROJECTS 4 INCHES.
 BY2235'
 BY2235'THE AZIMUTH MARK IS 40 FEET SOUTH OF HIGHWAY NO. 287, 27 FEET
 BY2235'EAST OF A TRACK ROAD, 9 FEET EAST OF A FENCE CORNER AND 2 FEET
 BY2235'EAST OF A REFERENCE POST.  IT IS STAMPED TENNESSEE 1946 AND
 BY2235'PROJECTS 4 INCHES.
 BY2235'
 BY2235'TO REACH THE STATION FROM TENNESSEE COLONY, GO SOUTHEAST ON
 BY2235'U.S. HIGHWAY NO. 287 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE
 BY2235'RIGHT.  CONTINUE SOUTHEASTERLY FOR 0.3 MILE TO THE STATION ON
 BY2235'THE LEFT.
 BY2235'
 BY2235'AN 87 FOOT SIGNAL AT BEAVER IS VISIBLE AT 50 FEET.
 BY2235'
 BY2235'A 100 FOOT SIGNAL AT VANNOY 1935 IS VISIBLE AT 50 FEET.
 BY2235'
 BY2235'A 100 FOOT SIGNAL AT COOKS IS VISIBLE FROM THE GROUND.
 BY2235'
 BY2235'A 47 FOOT SIGNAL AT PILOT 2 1935 IS VISIBLE AT 37 FEET.
 BY2235'
 BY2235'AN 87 FOOT SIGNAL AT WILKERSON 1919 IS VISIBLE AT 37 FEET.
 BY2235'
 BY2235'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BY2235
 BY2235                          STATION RECOVERY (1947)
 BY2235
 BY2235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BY2235'1.5 MI SE FROM TENNESSEE COLONY.
 BY2235'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2235'TENNESSEE COLONY, 200 FEET SOUTHEAST OF A WHITE HOUSE, 36 FEET NORTH
 BY2235'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTH OF A WIRE FENCE, 3
 BY2235'FEET WEST OF A 4X4 MARKER POST.  A BRONZE TRIANGULATION STATION DISK
 BY2235'SET IN THE TOP OF A CONCRETE POST.
 BY2235
 BY2235                          STATION RECOVERY (1956)
 BY2235
 BY2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 BY2235'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2237 ***********************************************************************
 BY2237  DESIGNATION -  TENNESSEE AZ MK
 BY2237  PID         -  BY2237
 BY2237  STATE/COUNTY-  TX/ANDERSON
 BY2237  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2237
 BY2237                         *CURRENT SURVEY CONTROL
 BY2237  ___________________________________________________________________
 BY2237* NAD 83(1986)-  31 49 46.     (N)    095 49 10.     (W)     SCALED    
 BY2237* NAVD 88     -       116.568  (meters)     382.44   (feet)  ADJUSTED  
 BY2237  ___________________________________________________________________
 BY2237  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BY2237  DYNAMIC HT  -         116.428 (meters)     381.98  (feet)  COMP
 BY2237  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 BY2237
 BY2237  VERT ORDER  -  SECOND    CLASS 0
 BY2237
 BY2237.The horizontal coordinates were scaled from a topographic map and have
 BY2237.an estimated accuracy of +/- 6 seconds.
 BY2237
 BY2237.The orthometric height was determined by differential leveling
 BY2237.and adjusted by the National Geodetic Survey in June 1991..
 BY2237
 BY2237.The geoid height was determined by GEOID03.
 BY2237
 BY2237.The dynamic height is computed by dividing the NAVD 88
 BY2237.geopotential number by the normal gravity value computed on the
 BY2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2237.degrees latitude (g = 980.6199 gals.).
 BY2237
 BY2237.The modeled gravity was interpolated from observed gravity values.
 BY2237
 BY2237;                    North         East    Units  Estimated Accuracy
 BY2237;SPC TX C     - 3,248,430.    1,127,200.      MT  (+/- 180 meters Scaled)
 BY2237
 BY2237                          SUPERSEDED SURVEY CONTROL
 BY2237
 BY2237  NGVD 29 (??/??/92)  116.549  (m)          382.38   (f) ADJ UNCH    2 0
 BY2237
 BY2237.Superseded values are not recommended for survey control.
 BY2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2237.See file dsdata.txt to determine how the superseded data were derived.
 BY2237
 BY2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR331249(NAD 83)
 BY2237_MARKER: DZ = AZIMUTH MARK DISK
 BY2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2237_STAMPING: TENNESSEE 1946
 BY2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2237+STABILITY: SURFACE MOTION
 BY2237
 BY2237  HISTORY     - Date     Condition        Report By
 BY2237  HISTORY     - 1946     MONUMENTED       CGS
 BY2237  HISTORY     - 1947     GOOD             NGS
 BY2237
 BY2237                          STATION DESCRIPTION
 BY2237
 BY2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2237'1.2 MI SE FROM TENNESSEE COLONY.
 BY2237'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2237'TENNESSEE COLONY, 45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24
 BY2237'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 9 FEET EAST OF A
 BY2237'FENCE CORNER, 2 FEET NORTH OF A WIRE FENCE, 2 FEET EAST OF A 4X4
 BY2237'MARKER POST.  A BRONZE AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 BY2237'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2034 ***********************************************************************
 BL2034  DESIGNATION -  TENNESSEE GAS PLINE RADIO MAST
 BL2034  PID         -  BL2034
 BL2034  STATE/COUNTY-  TX/JASPER
 BL2034  USGS QUAD   -  PACE HILL (1984)
 BL2034
 BL2034                         *CURRENT SURVEY CONTROL
 BL2034  ___________________________________________________________________
 BL2034* NAD 83(1993)-  30 59 06.44504(N)    094 08 22.05502(W)     ADJUSTED  
 BL2034* NAVD 88     -                                                        
 BL2034  ___________________________________________________________________
 BL2034  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BL2034  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BL2034
 BL2034  HORZ ORDER  -  THIRD
 BL2034
 BL2034.The horizontal coordinates were established by classical geodetic methods
 BL2034.and adjusted by the National Geodetic Survey in February 1996..
 BL2034
 BL2034
 BL2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2034
 BL2034.The geoid height was determined by GEOID03.
 BL2034
 BL2034;                    North         East     Units Scale Factor Converg.
 BL2034;SPC TX C     - 3,162,622.221 1,291,257.584   MT  0.99988178   +3 11 24.8
 BL2034;SPC TX C     -10,376,036.40  4,236,400.92   sFT  0.99988178   +3 11 24.8
 BL2034;UTM  15      - 3,428,510.269   391,199.989   MT  0.99974602   -0 35 12.0
 BL2034
 BL2034                          SUPERSEDED SURVEY CONTROL
 BL2034
 BL2034  NAD 83(1986)-  30 59 06.45616(N)    094 08 22.04841(W) AD(       ) 4
 BL2034  NAD 27      -  30 59 05.74417(N)    094 08 21.35306(W) AD(       ) 3
 BL2034
 BL2034.Superseded values are not recommended for survey control.
 BL2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2034.See file dsdata.txt to determine how the superseded data were derived.
 BL2034
 BL2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ9120028510(NAD 83)
 BL2034_MARKER: 42 = RADIO/TV MAST
 BL2034
 BL2034  HISTORY     - Date     Condition        Report By
 BL2034  HISTORY     - 1966     FIRST OBSERVED   CGS
 BL2034
 BL2034                          STATION DESCRIPTION
 BL2034
 BL2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2034'THE RED LIGHT ON TOP OF THE RADIO MAST OF THE TENNESSEE
 BL2034'GAS PIPELINE COMPANY.  IT IS A STRUCTURAL STEEL MAST,
 BL2034'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF
 BL2034'RED AND WHITE AND IS ABOUT 275 FEET HIGH.  IT IS LOCATED
 BL2034'ON THE WEST SIDE OF STATE HIGHWAY 63 ABOUT 8 1/2 MILES
 BL2034'NORTHWEST OF JASPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2234 ***********************************************************************
 BY2234  DESIGNATION -  TENNESSEE RM 1
 BY2234  PID         -  BY2234
 BY2234  STATE/COUNTY-  TX/ANDERSON
 BY2234  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2234
 BY2234                         *CURRENT SURVEY CONTROL
 BY2234  ___________________________________________________________________
 BY2234* NAD 83(1986)-  31 49 41.     (N)    095 48 59.     (W)     SCALED    
 BY2234* NAVD 88     -       127.055  (meters)     416.85   (feet)  ADJUSTED  
 BY2234  ___________________________________________________________________
 BY2234  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BY2234  DYNAMIC HT  -         126.903 (meters)     416.35  (feet)  COMP
 BY2234  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 BY2234
 BY2234  VERT ORDER  -  SECOND    CLASS 0
 BY2234
 BY2234.The horizontal coordinates were scaled from a topographic map and have
 BY2234.an estimated accuracy of +/- 6 seconds.
 BY2234
 BY2234.The orthometric height was determined by differential leveling
 BY2234.and adjusted by the National Geodetic Survey in June 1991..
 BY2234
 BY2234.The geoid height was determined by GEOID03.
 BY2234
 BY2234.The dynamic height is computed by dividing the NAVD 88
 BY2234.geopotential number by the normal gravity value computed on the
 BY2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2234.degrees latitude (g = 980.6199 gals.).
 BY2234
 BY2234.The modeled gravity was interpolated from observed gravity values.
 BY2234
 BY2234;                    North         East    Units  Estimated Accuracy
 BY2234;SPC TX C     - 3,248,290.    1,127,490.      MT  (+/- 180 meters Scaled)
 BY2234
 BY2234                          SUPERSEDED SURVEY CONTROL
 BY2234
 BY2234  NGVD 29 (??/??/92)  127.035  (m)          416.78   (f) ADJ UNCH    2 0
 BY2234
 BY2234.Superseded values are not recommended for survey control.
 BY2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2234.See file dsdata.txt to determine how the superseded data were derived.
 BY2234
 BY2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR334248(NAD 83)
 BY2234_MARKER: DR = REFERENCE MARK DISK
 BY2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2234_STAMPING: TENNESSEE NO 1 1946
 BY2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2234+STABILITY: SURFACE MOTION
 BY2234
 BY2234  HISTORY     - Date     Condition        Report By
 BY2234  HISTORY     - 1946     MONUMENTED       CGS
 BY2234  HISTORY     - 1947     GOOD             NGS
 BY2234
 BY2234                          STATION DESCRIPTION
 BY2234
 BY2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2234'1.5 MI SE FROM TENNESSEE COLONY.
 BY2234'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2234'TENNESSEE COLONY, 90 FEET SOUTH OF TRIANGULATION STATION TENNESSEE, 55
 BY2234'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A WIRE
 BY2234'FENCE.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 BY2234'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2236 ***********************************************************************
 BY2236  DESIGNATION -  TENNESSEE RM 2
 BY2236  PID         -  BY2236
 BY2236  STATE/COUNTY-  TX/ANDERSON
 BY2236  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2236
 BY2236                         *CURRENT SURVEY CONTROL
 BY2236  ___________________________________________________________________
 BY2236* NAD 83(1986)-  31 49 41.     (N)    095 48 59.     (W)     SCALED    
 BY2236* NAVD 88     -       129.830  (meters)     425.95   (feet)  ADJUSTED  
 BY2236  ___________________________________________________________________
 BY2236  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BY2236  DYNAMIC HT  -         129.675 (meters)     425.44  (feet)  COMP
 BY2236  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 BY2236
 BY2236  VERT ORDER  -  SECOND    CLASS 0
 BY2236
 BY2236.The horizontal coordinates were scaled from a topographic map and have
 BY2236.an estimated accuracy of +/- 6 seconds.
 BY2236
 BY2236.The orthometric height was determined by differential leveling
 BY2236.and adjusted by the National Geodetic Survey in June 1991..
 BY2236
 BY2236.The geoid height was determined by GEOID03.
 BY2236
 BY2236.The dynamic height is computed by dividing the NAVD 88
 BY2236.geopotential number by the normal gravity value computed on the
 BY2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2236.degrees latitude (g = 980.6199 gals.).
 BY2236
 BY2236.The modeled gravity was interpolated from observed gravity values.
 BY2236
 BY2236;                    North         East    Units  Estimated Accuracy
 BY2236;SPC TX C     - 3,248,290.    1,127,490.      MT  (+/- 180 meters Scaled)
 BY2236
 BY2236                          SUPERSEDED SURVEY CONTROL
 BY2236
 BY2236  NGVD 29 (??/??/92)  129.810  (m)          425.88   (f) ADJ UNCH    2 0
 BY2236
 BY2236.Superseded values are not recommended for survey control.
 BY2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2236.See file dsdata.txt to determine how the superseded data were derived.
 BY2236
 BY2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR334248(NAD 83)
 BY2236_MARKER: DB = BENCH MARK DISK
 BY2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2236_STAMPING: TENNESSEE NO 2 1946
 BY2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2236+STABILITY: SURFACE MOTION
 BY2236
 BY2236  HISTORY     - Date     Condition        Report By
 BY2236  HISTORY     - 1946     MONUMENTED       CGS
 BY2236  HISTORY     - 1947     GOOD             NGS
 BY2236
 BY2236                          STATION DESCRIPTION
 BY2236
 BY2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2236'1.5 MI SE FROM TENNESSEE COLONY.
 BY2236'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2236'TENNESSEE COLONY, 130 FEET SOUTH OF A WHITE HOUSE, 45 FEET NORTH OF
 BY2236'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A LARGE POST IN A
 BY2236'FENCE CORNER.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 BY2236'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0827 ***********************************************************************
 CB0827  DESIGNATION -  TENNYSON
 CB0827  PID         -  CB0827
 CB0827  STATE/COUNTY-  TX/COKE
 CB0827  USGS QUAD   -  TENNYSON (1984)
 CB0827
 CB0827                         *CURRENT SURVEY CONTROL
 CB0827  ___________________________________________________________________
 CB0827* NAD 83(1993)-  31 44 41.51915(N)    100 17 08.49090(W)     ADJUSTED  
 CB0827* NAVD 88     -       572.53   (+/-2cm)    1878.4    (feet)  VERTCON   
 CB0827  ___________________________________________________________________
 CB0827  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CB0827  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 CB0827
 CB0827  HORZ ORDER  -  SECOND
 CB0827  VERT ORDER  -  THIRD ? (See Below)
 CB0827
 CB0827.The horizontal coordinates were established by classical geodetic methods
 CB0827.and adjusted by the National Geodetic Survey in February 1996..
 CB0827
 CB0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0827.The vertical order pertains to the NGVD 29 superseded value.
 CB0827
 CB0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0827
 CB0827.The geoid height was determined by GEOID03.
 CB0827
 CB0827;                    North         East     Units Scale Factor Converg.
 CB0827;SPC TX C     - 3,230,387.834   704,514.053   MT  0.99996574   +0 01 28.3
 CB0827;SPC TX C     -10,598,364.09  2,311,393.19   sFT  0.99996574   +0 01 28.3
 CB0827;UTM  14      - 3,512,875.591   378,219.858   MT  0.99978291   -0 40 35.5
 CB0827
 CB0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0827!SPC TX C     -   0.99991400  x   0.99996574  =   0.99987974
 CB0827!UTM  14      -   0.99991400  x   0.99978291  =   0.99969693
 CB0827
 CB0827|---------------------------------------------------------------------|
 CB0827| PID    Reference Object                     Distance      Geod. Az  |
 CB0827|                                                           dddmmss.s |
 CB0827| CV6482 TENNYSON RM 2                        38.922 METERS 26432     |
 CB0827| CV6480 TENNYSON AZ MK                                     3520015.4 |
 CB0827| CV6481 TENNYSON RM 1                        18.732 METERS 35937     |
 CB0827|---------------------------------------------------------------------|
 CB0827
 CB0827                          SUPERSEDED SURVEY CONTROL
 CB0827
 CB0827  NAD 83(1986)-  31 44 41.52529(N)    100 17 08.47670(W) AD(       ) 2
 CB0827  NAD 27      -  31 44 40.97500(N)    100 17 07.15200(W) AD(       ) 2
 CB0827  NGVD 29 (07/19/86)  572.36   (m)         1877.8    (f) LEVELING    3  
 CB0827
 CB0827.Superseded values are not recommended for survey control.
 CB0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0827.See file dsdata.txt to determine how the superseded data were derived.
 CB0827
 CB0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA7822012876(NAD 83)
 CB0827_MARKER: DS = TRIANGULATION STATION DISK
 CB0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0827
 CB0827  HISTORY     - Date     Condition        Report By
 CB0827  HISTORY     - 1935     MONUMENTED       CGS
 CB0827  HISTORY     - 1937     GOOD             TXHD
 CB0827  HISTORY     - 1947     GOOD             LOCSUR
 CB0827  HISTORY     - 1970     GOOD             NGS
 CB0827
 CB0827                          STATION DESCRIPTION
 CB0827
 CB0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0827'STATION IS LOCATED IN THE TOWN OF TENNYSON, 0.15 MILE N OF
 CB0827'RAILROAD STATION IN E RIGHT-OF-WAY FENCE LINE OF STATE HIGHWAY
 CB0827'70 AND 54 FEET E OF CENTER LINE OF HIGHWAY.
 CB0827'
 CB0827'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CB0827'BRONZE DISKS SET IN CONCRETE.
 CB0827'
 CB0827'REFERENCE MARK NO. 1 IS N OF STATION, SET IN LINE OF TELEPHONE
 CB0827'POLES 58 FEET E OF CENTER LINE OF HIGHWAY.  MARK PROJECTS
 CB0827'12 INCHES.
 CB0827'
 CB0827'REFERENCE MARK NO. 2 IS W OF STATION, 28 FEET W OF W RIGHT-OF-WAY
 CB0827'FENCE LINE OF HIGHWAY, AND 76 FEET W OF CENTER LINE OF HIGHWAY.
 CB0827'
 CB0827'AZIMUTH MARK IS 0.55 MILE N OF STATION SET ON A BANK BETWEEN
 CB0827'HIGHWAY AND RAILROAD AND 1 FOOT E OF RAILROAD RIGHT-OF-WAY
 CB0827'FENCE LINE.
 CB0827'
 CB0827'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CB0827
 CB0827                          STATION RECOVERY (1937)
 CB0827
 CB0827'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0827'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND
 CB0827'AS DESCRIBED.  DESCRIPTION FOR LOCATING STATION IS ADEQUATE.
 CB0827
 CB0827                          STATION RECOVERY (1947)
 CB0827
 CB0827'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0827'ALL MARKERS RECOVERED AND IN GOOD CONDITION.  BY GEN GEO CO.
 CB0827
 CB0827                          STATION RECOVERY (1970)
 CB0827
 CB0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 CB0827'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CB0827'CONDITION.
 CB0827'
 CB0827'A NEW TO REACH THE STATION FOLLOWS.
 CB0827'
 CB0827'TO REACH THE STATION FROM THE POST OFFICE IN TENNYSON GO NORTH
 CB0827'ON STATE HIGHWAY 277 FOR 0.11 MILE TO THE STATION ON THE
 CB0827'RIGHT SIDE OF THE ROAD.  THE MARK IS 2 FEET WEST OF THE
 CB0827'HIGHWAY RIGHT OF WAY FENCE, AND 54 FEET EAST OF THE CENTER
 CB0827'LINE OF THE HIGHWAY.
 CB0827'
 CB0827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN
 CB0827'OF TENNYSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9915 ***********************************************************************
 AF9915  DESIGNATION -  TEPEE
 AF9915  PID         -  AF9915
 AF9915  STATE/COUNTY-  TX/HUDSPETH
 AF9915  USGS QUAD   -  TEPEE BUTTE (1978)
 AF9915
 AF9915                         *CURRENT SURVEY CONTROL
 AF9915  ___________________________________________________________________
 AF9915* NAD 83(1993)-  31 39 20.86451(N)    105 43 20.19985(W)     ADJUSTED  
 AF9915* NAVD 88     -      1587.     (meters)    5207.     (feet)  SCALED    
 AF9915  ___________________________________________________________________
 AF9915  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AF9915  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AF9915
 AF9915  HORZ ORDER  -  THIRD
 AF9915
 AF9915.The horizontal coordinates were established by classical geodetic methods
 AF9915.and adjusted by the National Geodetic Survey in July 1998..
 AF9915
 AF9915.The orthometric height was scaled from a topographic map.
 AF9915
 AF9915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9915
 AF9915.The geoid height was determined by GEOID03.
 AF9915
 AF9915;                    North         East     Units Scale Factor Converg.
 AF9915;SPC TX C     - 3,232,888.000   189,115.656   MT  0.99994680   -2 46 32.2
 AF9915;SPC TX C     -10,606,566.71    620,456.95   sFT  0.99994680   -2 46 32.2
 AF9915;UTM  13      - 3,502,510.804   431,522.553   MT  0.99965783   -0 22 44.7
 AF9915
 AF9915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9915!SPC TX C     -   0.99975451  x   0.99994680  =   0.99970133
 AF9915!UTM  13      -   0.99975451  x   0.99965783  =   0.99941243
 AF9915
 AF9915                          SUPERSEDED SURVEY CONTROL
 AF9915
 AF9915.No superseded survey control is available for this station.
 AF9915
 AF9915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR3152302511(NAD 83)
 AF9915_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF9915
 AF9915  HISTORY     - Date     Condition        Report By
 AF9915  HISTORY     - 1940     MONUMENTED       USGS
 AF9915
 AF9915                          STATION DESCRIPTION
 AF9915
 AF9915'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 AF9915'STATION MARK--STANDARD TABLET STAMPED---TEPEE 1940---, AT CENTER OF
 AF9915'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0437 ***********************************************************************
 BA0437  CBN         -  This is a Cooperative Base Network Control Station.
 BA0437  DESIGNATION -  TERLINGUA
 BA0437  PID         -  BA0437
 BA0437  STATE/COUNTY-  TX/BREWSTER
 BA0437  USGS QUAD   -  TERLINGUA (1971)
 BA0437
 BA0437                         *CURRENT SURVEY CONTROL
 BA0437  ___________________________________________________________________
 BA0437* NAD 83(1993)-  29 18 53.23841(N)    103 36 37.98146(W)     ADJUSTED  
 BA0437* NAVD 88     -       868.1    (meters)    2848.     (feet)  GPS OBS   
 BA0437  ___________________________________________________________________
 BA0437  X           -  -1,309,932.944 (meters)                     COMP
 BA0437  Y           -  -5,410,254.645 (meters)                     COMP
 BA0437  Z           -   3,104,784.944 (meters)                     COMP
 BA0437  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BA0437  ELLIP HEIGHT-         846.24  (meters)          (10/24/00) GPS OBS
 BA0437  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BA0437
 BA0437  HORZ ORDER  -  B
 BA0437  ELLP ORDER  -  FOURTH    CLASS II
 BA0437
 BA0437.The horizontal coordinates were established by GPS observations
 BA0437.and adjusted by the National Geodetic Survey in May 1994..
 BA0437
 BA0437.The orthometric height was determined by GPS observations and a
 BA0437.high-resolution geoid model.
 BA0437
 BA0437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BA0437
 BA0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0437
 BA0437.The ellipsoidal height was determined by GPS observations
 BA0437.and is referenced to NAD 83.
 BA0437
 BA0437.The geoid height was determined by GEOID03.
 BA0437
 BA0437;                    North         East     Units Scale Factor Converg.
 BA0437;SPC TXSC     - 4,173,010.325   152,298.116   MT  0.99986330   -2 15 31.6
 BA0437;SPC TXSC     -13,690,951.37    499,664.74   sFT  0.99986330   -2 15 31.6
 BA0437;UTM  13      - 3,243,663.407   634,927.162   MT  0.99982464   +0 40 49.4
 BA0437
 BA0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0437!SPC TXSC     -   0.99986711  x   0.99986330  =   0.99973042
 BA0437!UTM  13      -   0.99986711  x   0.99982464  =   0.99969177
 BA0437
 BA0437:                Primary Azimuth Mark                     Grid Az
 BA0437:SPC TXSC     -  TERLINGUA AZ MK                          029 44 10.9
 BA0437:UTM  13      -  TERLINGUA AZ MK                          026 47 49.9
 BA0437
 BA0437|---------------------------------------------------------------------|
 BA0437| PID    Reference Object                     Distance      Geod. Az  |
 BA0437|                                                           dddmmss.s |
 BA0437| CI0601 TERLINGUA AZ MK                                    0272839.3 |
 BA0437| CI0602 TERLINGUA RM 1                        6.873 METERS 18759     |
 BA0437| CI0603 TERLINGUA RM 2                        7.273 METERS 30444     |
 BA0437|---------------------------------------------------------------------|
 BA0437
 BA0437                          SUPERSEDED SURVEY CONTROL
 BA0437
 BA0437  ELLIP H (05/09/94)  846.32   (m)                       GP(       ) 4 2
 BA0437  NAD 83(1986)-  29 18 53.22616(N)    103 36 37.96845(W) AD(       ) 2
 BA0437  NAD 27      -  29 18 52.51600(N)    103 36 36.29500(W) AD(       ) 2
 BA0437
 BA0437.Superseded values are not recommended for survey control.
 BA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0437.See file dsdata.txt to determine how the superseded data were derived.
 BA0437
 BA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN3492743663(NAD 83)
 BA0437_MARKER: DS = TRIANGULATION STATION DISK
 BA0437_SETTING: 80 = SET IN A BOULDER
 BA0437_SP_SET: IN DRILL HOLE IN A BOULDER
 BA0437_STAMPING: TERLINGUA 1934
 BA0437_MARK LOGO: CGS   
 BA0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 BA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0437+STABILITY: SURFACE MOTION
 BA0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BA0437+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2002
 BA0437
 BA0437  HISTORY     - Date     Condition        Report By
 BA0437  HISTORY     - 1934     MONUMENTED       CGS
 BA0437  HISTORY     - 1934     GOOD             CGS
 BA0437  HISTORY     - 1958     GOOD             AMS
 BA0437  HISTORY     - 19930222 GOOD             NGS
 BA0437  HISTORY     - 20021102 GOOD             INDIV
 BA0437
 BA0437                          STATION DESCRIPTION
 BA0437
 BA0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0437'ABOUT 0.7 MILE SOUTHEAST OF TERLINGUA POST OFFICE, 0.1 MILE
 BA0437'EAST OF THE TERLINGUA-CASTOLON MAIN ROAD, ON THE SECOND AND
 BA0437'HIGHEST KNOLL ON A LOW RIDGE THAT RUNS EAST FROM THE ROAD.
 BA0437'
 BA0437'TO REACH FROM TERLINGUA POST OFFICE, GO EAST 0.1 MILE, THEN
 BA0437'TAKE RIGHT FORK 0.15 MILE, THEN AGAIN RIGHT FORK AT THE
 BA0437'NORTHWEST CORNER OF A CEMETERY, AND GO EAST AND SOUTH ON MAIN
 BA0437'ROAD FOR 0.3 MILE TO WHERE THE ROAD BEGINS TO DESCEND.  LEAVE
 BA0437'MAIN ROAD HERE AND GO TO THE LEFT, FOLLOWING A STOCK TRAIL EAST
 BA0437'FOR 0.1 MILE TO THE NORTH SIDE OF THE SECOND KNOLL, THEN
 BA0437'TURN RIGHT UP KNOLL AND GO 0.05 MILE TO THE TOP AND STATION.
 BA0437'
 BA0437'SURFACE, REFERENCE AND AZIMUT MARKS ARE STANDARD BRONZE DISKS
 BA0437'SET IN BOULDERS.
 BA0437'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BA0437'
 BA0437'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF STATION ON SOUTH
 BA0437'SIDE OF ROAD AND 100 YARDS EAST OF STONE HOUSE ON NORTH SIDE
 BA0437'OF ROAD.
 BA0437'
 BA0437'MAIN SCHEME STATIONS WERE NOT OBSERVED UPON FROM THIS STATION.
 BA0437'STATION WAS OCCUPIED ONLY TO CUT IN REFERENCE MARKS.
 BA0437
 BA0437                          STATION RECOVERY (1934)
 BA0437
 BA0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BA0437'RECOVERED IN GOOD CONDITION.
 BA0437
 BA0437                          STATION RECOVERY (1958)
 BA0437
 BA0437'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0437'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.
 BA0437'
 BA0437'THE STATION IS LOCATED ON THE HIGHEST POINT AND IN A LIGHT SPOT
 BA0437'OF HILL.  229 FEET ESE OF CENTERLINE OF ROAD.  108 FEET NNW OF
 BA0437'LONE DARK BUSH IN E-W DRAIN.  24 FEET S OF THE N EDGE OF SMALL
 BA0437'HILL.
 BA0437
 BA0437                          STATION RECOVERY (1993)
 BA0437
 BA0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BA0437'STATION IS LOCATED ABOUT 120 KM (74.55 MI) SOUTH OF ALPINE, 65 KM
 BA0437'(40.40 MI) EAST-SOUTHEAST OF PRESIDIO, 15 KM (9.30 MI) WEST OF THE
 BA0437'WEST ENTRANCE TO BIG BEND NATIONAL PARK, AT TERLINGUA, ON A LOW
 BA0437'NORTHWEST-SOUTHEAST RIDGE, ABOUT 100 M (328.1 FT) SOUTHEAST OF FARM
 BA0437'ROAD 170, AT MILE 228.5.  OWNERSHIP--UNKNOWN.
 BA0437'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 118 AND FARM ROAD 170 AT
 BA0437'STUDY BUTTE (5 KM WEST OF WEST ENTRANCE TO BIG BEND NATIONAL PARK),
 BA0437'GO SOUTHWEST ON FARM ROAD 170 FOR 2.23 KM (1.40 MI) TO A BRIDGE OVER
 BA0437'TERLINGUA CREEK.  CONTINUE AHEAD FOR 5.35 KM (3.30 MI) TO A DIRT ROAD
 BA0437'RIGHT LEADING NORTHWEST INTO TERLINGUA.  CONTINUE AHEAD FOR 0.51 KM
 BA0437'(0.30 MI) TO A GRADED DIRT CROSSROAD AT UTILITY LINE ACROSS THE ROAD.
 BA0437'CONTINUE AHEAD FOR ABOUT 50 M (164.0 FT) TO A NARROW GRADED ROAD
 BA0437'LEFT. TURN LEFT, SOUTHEAST, ALONG THE RIDGE FOR 0.13 KM (0.10 MI) TO
 BA0437'A UTILITY POLE ON THE LEFT AND STATION ON THE RIGHT.  VEHICLE CAN
 BA0437'WORK WAY UP SIDE OF RIDGE ALMOST TO THE STATION.
 BA0437'STATION MARK IS SET IN A DRILL HOLE IN A SMALL BOULDER PROJECTING 1 CM
 BA0437'ABOVE GROUND.  A SMALL CAIRN IS OVER THE STATION.  IT IS 28 M
 BA0437'(91.9 FT) SOUTHEAST OF THE NORTHWEST END OF THE RIDGE, 7 M (23.0 FT)
 BA0437'SOUTHWEST OF THE NORTHEAST EDGE AND 43.5 M (142.7 FT) (SLOPE) WEST OF
 BA0437'THE UTILITY POLE WITH TRANSFORMER ALONG ROAD.
 BA0437
 BA0437                          STATION RECOVERY (2002)
 BA0437
 BA0437'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MBD)
 BA0437'RECOVERED TERLINGUA AND REFERENCE MARKS, CARSONITE MARKER IS IN NEED
 BA0437'OF RESETTING. DUE TO THE LACK OF A PRECISE DISTANCE THE AZIMUTH MARK
 BA0437'WAS NOT FOUND AND MAY HAVE BEEN OBLITERATED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3215 ***********************************************************************
 CS3215  SACS        -  This is a Secondary Airport Control Station.
 CS3215  DESIGNATION -  TERPORT
 CS3215  PID         -  CS3215
 CS3215  STATE/COUNTY-  TX/KAUFMAN
 CS3215  USGS QUAD   -  TERRELL SOUTH (1963)
 CS3215
 CS3215                         *CURRENT SURVEY CONTROL
 CS3215  ___________________________________________________________________
 CS3215* NAD 83(1993)-  32 42 54.68146(N)    096 16 03.08962(W)     ADJUSTED  
 CS3215* NAVD 88     -       143.82   (meters)     471.8    (feet)  GPS OBS   
 CS3215  ___________________________________________________________________
 CS3215  X           -    -586,434.680 (meters)                     COMP
 CS3215  Y           -  -5,339,604.736 (meters)                     COMP
 CS3215  Z           -   3,427,489.689 (meters)                     COMP
 CS3215  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CS3215  ELLIP HEIGHT-         118.40  (meters)          (03/15/01) GPS OBS
 CS3215  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS3215
 CS3215  HORZ ORDER  -  FIRST
 CS3215  ELLP ORDER  -  FIFTH     CLASS I
 CS3215
 CS3215.This mark is at Terrell Muni (TRL) Airport (TRL)
 CS3215
 CS3215.The horizontal coordinates were established by GPS observations
 CS3215.and adjusted by the National Geodetic Survey in August 1996..
 CS3215
 CS3215.The orthometric height was determined by GPS observations and a
 CS3215.high-resolution geoid model.
 CS3215
 CS3215.GPS derived orthometric heights for airport stations designated as
 CS3215.PACS or SACS are published to 2 decimal places.  This maintains
 CS3215.centimeter relative accuracy between the PACS and SACS.  It does
 CS3215.not indicate centimeter accuracy relative to other marks which are
 CS3215.part of the NAVD 88 network.
 CS3215
 CS3215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3215
 CS3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3215
 CS3215.The ellipsoidal height was determined by GPS observations
 CS3215.and is referenced to NAD 83.
 CS3215
 CS3215.The geoid height was determined by GEOID03.
 CS3215
 CS3215;                    North         East     Units Scale Factor Converg.
 CS3215;SPC TXNC     - 2,118,494.216   809,260.881   MT  0.99988976   +1 13 03.3
 CS3215;SPC TXNC     - 6,950,426.44  2,655,050.07   sFT  0.99988976   +1 13 03.3
 CS3215;UTM  14      - 3,623,015.728   756,114.068   MT  1.00040890   +1 28 39.4
 CS3215
 CS3215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3215!SPC TXNC     -   0.99998141  x   0.99988976  =   0.99987117
 CS3215!UTM  14      -   0.99998141  x   1.00040890  =   1.00039030
 CS3215
 CS3215:                Primary Azimuth Mark                     Grid Az
 CS3215:SPC TXNC     -  TERPORT AZ MK                            178 41 56.4
 CS3215:UTM  14      -  TERPORT AZ MK                            178 26 20.3
 CS3215
 CS3215|---------------------------------------------------------------------|
 CS3215| PID    Reference Object                     Distance      Geod. Az  |
 CS3215|                                                           dddmmss.s |
 CS3215| CS3216 TERPORT AZ MK                       APPROX. 0.5 KM 1795459.7 |
 CS3215|---------------------------------------------------------------------|
 CS3215
 CS3215                          SUPERSEDED SURVEY CONTROL
 CS3215
 CS3215  ELLIP H (08/28/96)  118.55   (m)                       GP(       ) 5 1
 CS3215  NAD 83(1993)-  32 42 54.68780(N)    096 16 03.08838(W) AD(       ) 3
 CS3215  ELLIP H (02/16/96)  118.45   (m)                       GP(       ) 5 1
 CS3215  ELLIP H (01/21/93)  118.23   (m)                       GP(       ) 4 2
 CS3215  NAD 83(1986)-  32 42 54.69297(N)    096 16 03.07599(W) AD(       ) 3
 CS3215  NAD 27      -  32 42 54.21649(N)    096 16 02.15264(W) AD(       ) 3
 CS3215  NGVD 29 (12/08/88)  144.0    (m)          472.     (f) GPS OBS        
 CS3215
 CS3215.Superseded values are not recommended for survey control.
 CS3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3215.See file dsdata.txt to determine how the superseded data were derived.
 CS3215
 CS3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5611423016(NAD 83)
 CS3215_MARKER: I = METAL ROD
 CS3215_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3215_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3215_STAMPING: TERPORT 1987
 CS3215_MARK LOGO: NGS   
 CS3215_PROJECTION: FLUSH
 CS3215_MAGNETIC: I = MARKER IS A STEEL ROD
 CS3215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3215+SATELLITE: SATELLITE OBSERVATIONS - December 29, 1994
 CS3215_ROD/PIPE-DEPTH: 6.4  meters
 CS3215_SLEEVE-DEPTH  : 0.76 meters
 CS3215
 CS3215  HISTORY     - Date     Condition        Report By
 CS3215  HISTORY     - 1987     MONUMENTED       NGS
 CS3215  HISTORY     - 19880217 GOOD
 CS3215  HISTORY     - 19941229 GOOD             NGS
 CS3215
 CS3215                          STATION DESCRIPTION
 CS3215
 CS3215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3215'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF TERRELL, AT
 CS3215'THE TERRELL MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF TERRELL C/O
 CS3215'MIKETALBOTT, CITY HALL, TERRELL, TX.  TELEPHONE NUMBER 214-563-2681.
 CS3215'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CS3215'STATE HIGHWAY 34, ABOUT 5 KM (3.10 MI) SOUTH OF TERRELL. GO NORTH ON
 CS3215'STATE HIGHWAY 34 FOR 3.1 KM (1.95 MI) TO AIRPORT ROAD ON THE RIGHT.
 CS3215'TURN RIGHT FOR 1.1 KM (0.70 MI) TO SILENT WINGS BOULEVARD ON THE
 CS3215'RIGHT.  TURN RIGHT FOR 0.6 KM (0.35 MI) AND FOLLOW THE ROAD TO A
 CS3215'GRAVEL ROAD LEADING EAST BETWEEN THE FIRST TWO HANGERS.  TURN LEFT ON
 CS3215'THE GRAVEL ROAD FOR 0.1 KM (0.05 MI) TO THE OFFICE AND THE PILOTS
 CS3215'LOUNGE ON THE LEFT.  CONTINUE EAST ACROSS THE APRON FOR 0.2 KM
 CS3215'(0.10 MI) TO THE STATION MARK ON THE SOUTH OF THE TAXIWAY THAT LEADSTO
 CS3215'THE NORTH END OF THE RUNWAY.
 CS3215'THE STATION IS SET 38.9 M (127.6 FT) WEST OF THE CENTERLINE OF THE
 CS3215'RUNWAY, 22.1 M (72.5 FT) EAST OF THE CENTERLINE OF THE TAXIWAY, 14.3
 CS3215'M (46.9 FT) SOUTH OF THE CENTERLINE, AT THE HOLD BARS, ON THE
 CS3215'TAXIWAYAND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 CS3215'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3215'DESCRIBED BY V.L.F.
 CS3215
 CS3215                          STATION RECOVERY (1988)
 CS3215
 CS3215'RECOVERED 1988
 CS3215'RECOVERED IN GOOD CONDITION.
 CS3215
 CS3215                          STATION RECOVERY (1994)
 CS3215
 CS3215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS3215'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF TERRELL, AT
 CS3215'THE TERRELL MUNICIPAL AIRPORT, IN THE SOUTHEAST QUADRANT OF THE
 CS3215'JUNCTION OF THE PARALLEL TAXI OF RUNWAY 17-35 AND THE CONNECTOR TAXI
 CS3215'LEADING TO RUNWAY END 17.  OWNERSHIP-- CITY OF TERRELL.  AIRPORT
 CS3215'PRESIDENT IS MIKE HARDIN, NUMBER 3 SILENT WINGS BOULEVARD, TERRELL, TX
 CS3215'75160.  PHONE 214-563-2552 OR 214-524-1601.  CONTACT HIM ONE DAY IN
 CS3215'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION. TO REACH FROM THE
 CS3215'JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 34, ABOUT 5 KM
 CS3215'(3.10 MI) SOUTH OF TERRELL, GO NORTH ON HIGHWAY 34 FOR 3.1 KM (1.90
 CS3215'MI) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, EAST AND SOUTHEAST ON
 CS3215'AIRPORT ROAD FOR 1.1 KM (0.70 MI) TO SILENT WINGS BOULEVARD ON THE
 CS3215'RIGHT.  TURN RIGHT, SOUTHWEST, THEN SOUTHEAST, ON SILENT WINGS
 CS3215'BOULEVARD FOR 0.6 KM (0.35 MI) TO A ROAD LEADING EAST BETWEEN THE
 CS3215'FIRST TWO HANGERS.  TURN LEFT, EAST, ON THE ROAD FOR 0.1 KM (0.05 MI)
 CS3215'TO THE OFFICE AND THE PILOTS LOUNGE ON THE LEFT. CONTINUE AHEAD, EAST,
 CS3215'ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO THE PARALLEL TAXI AND THE
 CS3215'STATION ON THE RIGHT. THE STATION IS A PUNCH HOLE TOP CENTER OF A
 CS3215'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE ENCASED IN A 12.7
 CS3215'CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 CS3215'GROUND.  IT IS 38.9 M (127.6 FT) WEST OF THE CENTER OF THE RUNWAY,
 CS3215'23.5 M (77.1 FT) EAST OF THE CENTER OF THE TAXI, 14.3 M (46.9 FT)
 CS3215'SOUTH OF THE CENTER OF THE CONNECTOR TAXI AT THE HOLD BARS, AND 0.3 M
 CS3215'(1.0 FT) WEST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3216 ***********************************************************************
 CS3216  SACS        -  This is a Secondary Airport Control Station.
 CS3216  DESIGNATION -  TERPORT AZ MK
 CS3216  PID         -  CS3216
 CS3216  STATE/COUNTY-  TX/KAUFMAN
 CS3216  USGS QUAD   -  TERRELL SOUTH (1963)
 CS3216
 CS3216                         *CURRENT SURVEY CONTROL
 CS3216  ___________________________________________________________________
 CS3216* NAD 83(1993)-  32 42 37.29240(N)    096 16 03.05967(W)     ADJUSTED  
 CS3216* NAVD 88     -       142.87   (meters)     468.7    (feet)  GPS OBS   
 CS3216  ___________________________________________________________________
 CS3216  X           -    -586,465.422 (meters)                     COMP
 CS3216  Y           -  -5,339,891.796 (meters)                     COMP
 CS3216  Z           -   3,427,038.454 (meters)                     COMP
 CS3216  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 CS3216  ELLIP HEIGHT-         117.45  (meters)          (03/15/01) GPS OBS
 CS3216  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS3216
 CS3216  HORZ ORDER  -  FIRST
 CS3216  ELLP ORDER  -  FIFTH     CLASS I
 CS3216
 CS3216.This mark is at Terrell Muni (TRL) Airport (TRL)
 CS3216
 CS3216.The horizontal coordinates were established by GPS observations
 CS3216.and adjusted by the National Geodetic Survey in August 1996..
 CS3216
 CS3216.The orthometric height was determined by GPS observations and a
 CS3216.high-resolution geoid model.
 CS3216
 CS3216.GPS derived orthometric heights for airport stations designated as
 CS3216.PACS or SACS are published to 2 decimal places.  This maintains
 CS3216.centimeter relative accuracy between the PACS and SACS.  It does
 CS3216.not indicate centimeter accuracy relative to other marks which are
 CS3216.part of the NAVD 88 network.
 CS3216
 CS3216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3216
 CS3216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3216
 CS3216.The ellipsoidal height was determined by GPS observations
 CS3216.and is referenced to NAD 83.
 CS3216
 CS3216.The geoid height was determined by GEOID03.
 CS3216
 CS3216;                    North         East     Units Scale Factor Converg.
 CS3216;SPC TXNC     - 2,117,958.736   809,273.042   MT  0.99989025   +1 13 03.3
 CS3216;SPC TXNC     - 6,948,669.62  2,655,089.97   sFT  0.99989025   +1 13 03.3
 CS3216;UTM  14      - 3,622,480.031   756,128.666   MT  1.00040900   +1 28 38.7
 CS3216
 CS3216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3216!SPC TXNC     -   0.99998156  x   0.99989025  =   0.99987181
 CS3216!UTM  14      -   0.99998156  x   1.00040900  =   1.00039055
 CS3216
 CS3216:                Primary Azimuth Mark                     Grid Az
 CS3216:SPC TXNC     -  TERPORT                                  358 41 56.4
 CS3216:UTM  14      -  TERPORT                                  358 26 21.0
 CS3216
 CS3216|---------------------------------------------------------------------|
 CS3216| PID    Reference Object                     Distance      Geod. Az  |
 CS3216|                                                           dddmmss.s |
 CS3216| CS3215 TERPORT                             APPROX. 0.5 KM 3595459.7 |
 CS3216|---------------------------------------------------------------------|
 CS3216
 CS3216                          SUPERSEDED SURVEY CONTROL
 CS3216
 CS3216  ELLIP H (08/28/96)  117.61   (m)                       GP(       ) 5 1
 CS3216  NAD 83(1993)-  32 42 37.29859(N)    096 16 03.05855(W) AD(       ) 3
 CS3216  ELLIP H (02/16/96)  117.51   (m)                       GP(       ) 5 1
 CS3216  ELLIP H (01/21/93)  117.28   (m)                       GP(       ) 4 2
 CS3216  NAD 83(1986)-  32 42 37.30376(N)    096 16 03.04615(W) AD(       ) 3
 CS3216  NAD 27      -  32 42 36.82682(N)    096 16 02.12290(W) AD(       ) 3
 CS3216  NGVD 29 (12/08/88)  143.1    (m)          469.     (f) GPS OBS        
 CS3216
 CS3216.Superseded values are not recommended for survey control.
 CS3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3216.See file dsdata.txt to determine how the superseded data were derived.
 CS3216
 CS3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5612922480(NAD 83)
 CS3216_MARKER: I = METAL ROD
 CS3216_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3216_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3216_STAMPING: TERPORT AZ MK 1987
 CS3216_MARK LOGO: NGS   
 CS3216_PROJECTION: FLUSH
 CS3216_MAGNETIC: I = MARKER IS A STEEL ROD
 CS3216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3216+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 CS3216_ROD/PIPE-DEPTH: 6.7  meters
 CS3216_SLEEVE-DEPTH  : 0.76 meters
 CS3216
 CS3216  HISTORY     - Date     Condition        Report By
 CS3216  HISTORY     - 1987     MONUMENTED       NGS
 CS3216  HISTORY     - 19880205 GOOD
 CS3216  HISTORY     - 19941220 GOOD             NGS
 CS3216
 CS3216                          STATION DESCRIPTION
 CS3216
 CS3216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3216'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF TERRELL, AT
 CS3216'THE TERRELL MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF TERRELL C/O
 CS3216'MIKETALBOTT, CITY HALL, TERRELL, TX.  TELEPHONE NUMBER 214-563-2681.
 CS3216'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CS3216'STATE HIGHWAY 34, ABOUT 5 KM (3.10 MI) SOUTH OF TERRELL. GO NORTH ON
 CS3216'STATE HIGHWAY 34 FOR 3.1 KM (1.95 MI) TO AIRPORT ROAD ON THE RIGHT.
 CS3216'TURN RIGHT FOR 1.1 KM (0.70 MI) TO SILENT WINGS BOULEVARD ON THE
 CS3216'RIGHT.  TURN RIGHT FOR 0.6 KM (0.35 MI) AND FOLLOW THE ROAD TO A
 CS3216'GRAVEL ROAD LEADING EAST BETWEEN THE FIRST TWO HANGERS.  TURN LEFT ON
 CS3216'THE GRAVEL ROAD FOR 0.1 KM (0.05 MI) TO THE OFFICE AND THE PILOTS
 CS3216'LOUNGE ON THE LEFT. CONTINUE EAST ACROSS THE APRON FOR 0.2 KM
 CS3216'(0.10 MI) TO A NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO SOUTH ON THE
 CS3216'TAXIWAY FOR 0.6 KM (0.35 MI) TO THE MARK ON THE LEFT, IN THE
 CS3216'NORTHANGLE OF THE JUNCTION OF THE RUNWAYS.
 CS3216'THE STATION IS SET 39.7 M (130.2 FT) WEST OF THE CENTERLINE OF THE
 CS3216'NORTH-SOUTH RUNWAY, 31.0 M (101.7 FT) NORTH-NORTHEAST OF THE
 CS3216'CENTERLINE OF A NORTHWEST-SOUTHEAST RUNWAY, 23.3 M (76.4 FT) EAST OF
 CS3216'THE CENTERLINE OF THE TAXIWAY, 2.0 M (6.6 FT) NORTH-NORTHWEST OF THE
 CS3216'NORTH CORNER OF A CONCRETE DRAIN, AND 0.3 M (1.0 FT) WEST OF AWITNESS
 CS3216'POST.
 CS3216'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3216'DESCRIBED BY V.L.F.
 CS3216
 CS3216                          STATION RECOVERY (1988)
 CS3216
 CS3216'RECOVERED 1988
 CS3216'RECOVERED IN GOOD CONDITION.
 CS3216
 CS3216                          STATION RECOVERY (1994)
 CS3216
 CS3216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS3216'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF TERRELL, AT
 CS3216'THE TERRELL MUNICIPAL AIRPORT, IN THE NORTHEAST QUADRANT OF THE
 CS3216'JUNCTION OF RUNWAY 14-32 AND THE PARALLEL TAXI TO RUNWAY 17-35.
 CS3216'OWNERSHIP--CITY OF TERRELL.  AIRPORT PRESIDENT IS MIKE HARDIN, NUMBER
 CS3216'3 SILENT WINGS BOULEVARD, TERRELL, TX 75160.  PHONE 214-563-2552 OR
 CS3216'214-524-1601.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 CS3216'THIS STATION. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CS3216'STATE HIGHWAY 34, ABOUT 5 KM (3.10 MI) SOUTH OF TERRELL, GO NORTH ON
 CS3216'HIGHWAY 34 FOR 3.1 KM (1.90 MI) TO AIRPORT ROAD ON THE RIGHT.  TURN
 CS3216'RIGHT, EAST AND SOUTHEAST ON AIRPORT ROAD FOR 1.1 KM (0.70 MI) TO
 CS3216'SILENT WINGS BOULEVARD ON THE RIGHT.  TURN RIGHT, SOUTHWEST, THEN
 CS3216'SOUTHEAST, ON SILENT WINGS BOULEVARD FOR 0.6 KM (0.35 MI) TO A ROAD
 CS3216'LEADING EAST BETWEEN THE FIRST TWO HANGERS.  TURN LEFT, EAST, ON THE
 CS3216'ROAD FOR 0.1 KM (0.05 MI) TO THE OFFICE AND THE PILOTS LOUNGE ON THE
 CS3216'LEFT.  CONTINUE AHEAD, EAST, ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO
 CS3216'THE PARALLEL TAXI.  TURN RIGHT, SOUTH, ALONG THE ATXI FOR 0.6 KM (0.35
 CS3216'MI) TO THE STATION ON THE LEFT. THE STATION IS A PUNCH HOLE TOP CENTER
 CS3216'OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE ENCASED IN A
 CS3216'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH
 CS3216'THE GROUND.  IT IS 39.1 M (128.3 FT) WEST OF THE CENTER OF THE RUNWAY
 CS3216'17-35, 31.1 M (102.0 FT) NORTH-NORTHEAST OF THE CENTER OF RUNWAY
 CS3216'14-32, 23.5 M (77.1 FT) EAST OF THE CENTER OF THE TAXI, AND 1.9 M (6.2
 CS3216'FT) NORTH-NORTHWEST OF A PLASTIC WITNESS POST AT THE NORTH CORNER OF A
 CS3216'CONCRETE DRAIN. DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7030 ***********************************************************************
 AW7030  DESIGNATION -  TERRAMAR
 AW7030  PID         -  AW7030
 AW7030  STATE/COUNTY-  TX/GALVESTON
 AW7030  USGS QUAD   -  SEA ISLE (1974)
 AW7030
 AW7030                         *CURRENT SURVEY CONTROL
 AW7030  ___________________________________________________________________
 AW7030* NAD 83(1993)-  29 07 35.25902(N)    095 03 43.91322(W)     ADJUSTED  
 AW7030* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 AW7030  ___________________________________________________________________
 AW7030  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AW7030  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW7030
 AW7030  HORZ ORDER  -  THIRD
 AW7030
 AW7030.The horizontal coordinates were established by classical geodetic methods
 AW7030.and adjusted by the National Geodetic Survey in February 1996..
 AW7030.No horizontal observational check was made to the station.
 AW7030
 AW7030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7030
 AW7030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7030
 AW7030.The geoid height was determined by GEOID03.
 AW7030
 AW7030;                    North         East     Units Scale Factor Converg.
 AW7030;SPC TXSC     - 4,149,763.287   983,104.872   MT  0.99986982   +1 55 45.0
 AW7030;SPC TXSC     -13,614,681.72  3,225,403.23   sFT  0.99986982   +1 55 45.0
 AW7030;UTM  15      - 3,223,754.458   299,364.051   MT  1.00009676   -1 00 14.7
 AW7030
 AW7030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7030!SPC TXSC     -   1.00000375  x   0.99986982  =   0.99987357
 AW7030!UTM  15      -   1.00000375  x   1.00009676  =   1.00010051
 AW7030
 AW7030                          SUPERSEDED SURVEY CONTROL
 AW7030
 AW7030  NAD 83(1986)-  29 07 35.27013(N)    095 03 43.89423(W) AD(       ) 3
 AW7030  NGVD 29 (03/28/90)    3.     (m)           10.     (f) VERT ANG       
 AW7030
 AW7030.Superseded values are not recommended for survey control.
 AW7030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7030.See file dsdata.txt to determine how the superseded data were derived.
 AW7030
 AW7030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9936423754(NAD 83)
 AW7030_MARKER: DD = SURVEY DISK
 AW7030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW7030_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW7030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW7030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7030+STABILITY: SURFACE MOTION
 AW7030
 AW7030  HISTORY     - Date     Condition        Report By
 AW7030  HISTORY     - 1982     MONUMENTED       NOS
 AW7030  HISTORY     - 19940915 GOOD             USPSQD
 AW7030  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW7030
 AW7030                          STATION DESCRIPTION
 AW7030
 AW7030'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW7030'THE STATION IS LOCATED 3.8 MILES NORTHEAST OF SAN LUIS PASS ON
 AW7030'GALVESTON BEACH PARKS PROPERTY, MR. R A RANDAL DIRECTOR, PHONE
 AW7030'NO. 766-2411. ELECTRICAL POWER IS AVAILABLE FROM THE BROWN
 AW7030'HOUSE 170 FT. NORTHEAST OF STATION, MRS.CAROL WARREN,
 AW7030'PHONE NO. 662-2158.
 AW7030'
 AW7030'TO REACH FROM THE TOLL BOOTH AT THE NORTH END OF THE SAN LUIS
 AW7030'PASS BRIDGE GO NORTHEAST ON FM 3005 FOR 6.11 KM. (3.8 MI.)
 AW7030'TO THE STATION ON RIGHT IN OPEN FIELD.
 AW7030'
 AW7030'THE STATION IS A NOS ALUMINUM DISK STAMPED---TERRAMAR 1982---,
 AW7030'AFFIXED TO THE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED IN
 AW7030'CONCRETE AND PROJECTING 4 INCHES.
 AW7030'
 AW7030'IT IS LOCATED,
 AW7030'78.94 METERS (259.0 FT.) SOUTHWEST FRON THE WEST CORNER OF HOUSE
 AW7030'NO. 23170,
 AW7030'51.82 METERS (170.0 FT.) SOUTHWEST FROM WEST CORNER OF
 AW7030'BROWN HOUSE,
 AW7030'42.67 METERS (140.0 FT.) SOUTHEAST FROM THE CENTERLINE OF
 AW7030'FM 3005,
 AW7030'42.37 METERS (139.0 FT.) NORTHWEST FROM OUTER EDGE OF DUNE LINE,
 AW7030'1.22 METERS (4.0 FT.) NORTHWEST FROM A METAL WITNESS POST WITH
 AW7030'SIGN.
 AW7030'
 AW7030'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 AW7030'DESCRIBED BY MWJ.
 AW7030
 AW7030                          STATION RECOVERY (1994)
 AW7030
 AW7030'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW7030'RECOVERED IN GOOD CONDITION.
 AW7030
 AW7030                          STATION RECOVERY (2004)
 AW7030
 AW7030'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1497 ***********************************************************************
 DN1497  DESIGNATION -  TERRAPIN
 DN1497  PID         -  DN1497
 DN1497  STATE/COUNTY-  TX/COOKE
 DN1497  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN1497
 DN1497                         *CURRENT SURVEY CONTROL
 DN1497  ___________________________________________________________________
 DN1497* NAD 83(1993)-  33 32 59.38775(N)    097 07 43.02478(W)     ADJUSTED  
 DN1497* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 DN1497  ___________________________________________________________________
 DN1497  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DN1497  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN1497
 DN1497  HORZ ORDER  -  THIRD
 DN1497
 DN1497.The horizontal coordinates were established by classical geodetic methods
 DN1497.and adjusted by the National Geodetic Survey in February 1996..
 DN1497
 DN1497.The orthometric height was scaled from a topographic map.
 DN1497
 DN1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1497
 DN1497.The geoid height was determined by GEOID03.
 DN1497
 DN1497;                    North         East     Units Scale Factor Converg.
 DN1497;SPC TXNC     - 2,209,658.307   727,344.205   MT  0.99991032   +0 44 52.6
 DN1497;SPC TXNC     - 7,249,520.63  2,386,295.11   sFT  0.99991032   +0 44 52.6
 DN1497;UTM  14      - 3,713,812.227   673,736.477   MT  0.99997214   +1 02 04.2
 DN1497
 DN1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1497!SPC TXNC     -   0.99996741  x   0.99991032  =   0.99987773
 DN1497!UTM  14      -   0.99996741  x   0.99997214  =   0.99993955
 DN1497
 DN1497                          SUPERSEDED SURVEY CONTROL
 DN1497
 DN1497  NAD 83(1993)-  33 32 59.38849(N)    097 07 43.02206(W) AD(       ) 3
 DN1497  NAD 83(1986)-  33 32 59.39428(N)    097 07 43.01388(W) AD(       ) 3
 DN1497
 DN1497.Superseded values are not recommended for survey control.
 DN1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1497.See file dsdata.txt to determine how the superseded data were derived.
 DN1497
 DN1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7373613812(NAD 83)
 DN1497_MARKER: DD = SURVEY DISK
 DN1497_SETTING: 0 = UNSPECIFIED SETTING
 DN1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1497+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DN1497
 DN1497  HISTORY     - Date     Condition        Report By
 DN1497  HISTORY     - 1959     MONUMENTED       USGS
 DN1497  HISTORY     - 19950603 GOOD             USPSQD
 DN1497  HISTORY     - 20051112 GOOD             USPSQD
 DN1497
 DN1497                          STATION DESCRIPTION
 DN1497
 DN1497'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DN1497'STATION IS LOCATED IN COOKE COUNTY, TEXAS.  ABOUT 5 MI. (AIRLINE) S.
 DN1497'AND 0.5 MI. E. OF GAINESVILLE.  ON A PROMINENT HILL KNOWN AS
 DN1497'--TERRAPIN HILL--.
 DN1497'
 DN1497'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND FARM
 DN1497'ROAD 372, CALIFORNIA AND GRAND AVENUE, IN E. GAINESVILLE, GO S. AND
 DN1497'E. ON FARM ROAD 372 FOR 1.2 MI. TO JUNCTION WITH FARM ROAD 2071, TURN
 DN1497'RIGHT (S.) FOR 4.1 MI. TO AN --S-- CURVE AND A GRADED RD. W.  THE
 DN1497'STATION IS THEN 315 FT. E. AND ON THE SE. END OF THE GRASSY HILL.
 DN1497'
 DN1497'STATION MARK--STANDARD USGS TABLET CEMENTED IN SANDSTONE OUTCROP,
 DN1497'STAMPED---TERRAPIN 1959---.
 DN1497
 DN1497                          STATION RECOVERY (1995)
 DN1497
 DN1497'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1497'RECOVERED IN GOOD CONDITION.
 DN1497
 DN1497                          STATION RECOVERY (2005)
 DN1497
 DN1497'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 DN1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0125 ***********************************************************************
 CS0125  DESIGNATION -  TERRELL
 CS0125  PID         -  CS0125
 CS0125  STATE/COUNTY-  TX/KAUFMAN
 CS0125  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0125
 CS0125                         *CURRENT SURVEY CONTROL
 CS0125  ___________________________________________________________________
 CS0125* NAD 83(1986)-  32 44 13.     (N)    096 16 34.     (W)     SCALED    
 CS0125* NAVD 88     -       155.536  (meters)     510.29   (feet)  ADJUSTED  
 CS0125  ___________________________________________________________________
 CS0125  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0125  DYNAMIC HT  -         155.364 (meters)     509.72  (feet)  COMP
 CS0125  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 CS0125
 CS0125  VERT ORDER  -  SECOND    CLASS 0
 CS0125
 CS0125.The horizontal coordinates were scaled from a topographic map and have
 CS0125.an estimated accuracy of +/- 6 seconds.
 CS0125
 CS0125.The orthometric height was determined by differential leveling
 CS0125.and adjusted by the National Geodetic Survey in June 1991..
 CS0125.WARNING-Repeat measurements at this control monument indicate possible
 CS0125.vertical movement.
 CS0125
 CS0125.The geoid height was determined by GEOID03.
 CS0125
 CS0125.The dynamic height is computed by dividing the NAVD 88
 CS0125.geopotential number by the normal gravity value computed on the
 CS0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0125.degrees latitude (g = 980.6199 gals.).
 CS0125
 CS0125.The modeled gravity was interpolated from observed gravity values.
 CS0125
 CS0125;                    North         East    Units  Estimated Accuracy
 CS0125;SPC TXNC     - 2,120,890.      808,410.      MT  (+/- 180 meters Scaled)
 CS0125
 CS0125                          SUPERSEDED SURVEY CONTROL
 CS0125
 CS0125  NGVD 29 (??/??/92)  155.546  (m)          510.32   (f) ADJ UNCH    2 0
 CS0125
 CS0125.Superseded values are not recommended for survey control.
 CS0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0125.See file dsdata.txt to determine how the superseded data were derived.
 CS0125
 CS0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB552254(NAD 83)
 CS0125_MARKER: DB = BENCH MARK DISK
 CS0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0125_SP_SET: BALUSTRADE
 CS0125_STAMPING: TERRELL 1933 510.314
 CS0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0125
 CS0125  HISTORY     - Date     Condition        Report By
 CS0125  HISTORY     - 1933     MONUMENTED       CGS
 CS0125  HISTORY     - 1958     GOOD             NGS
 CS0125
 CS0125                          STATION DESCRIPTION
 CS0125
 CS0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS0125'IN TERRELL.
 CS0125'IN TERRELL, KAUFMAN COUNTY, AT THE CITY HALL WHICH IS ON THE WEST SIDE
 CS0125'ADELAIDE STREET BETWEEN NASH ON THE NORTH AND MOORE WHICH IS THE MAIN
 CS0125'STREET ON THE SOUTH.  IT IS AT THE TOP OF THE STEPS LEADING TO THE
 CS0125'EAST ENTRANCE TO THE CITY HALL, AT THE BASE OF THE SOUTH LAMP POST ON
 CS0125'THE SOUTH BALUSTRADE.  IT IS 1 BLOCK EAST OF THE POST OFFICE. A
 CS0125'STANDARD DISK STAMPED TERRELL 1933 510.314.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3180 ***********************************************************************
 CS3180  DESIGNATION -  TERRELL
 CS3180  PID         -  CS3180
 CS3180  STATE/COUNTY-  TX/KAUFMAN
 CS3180  USGS QUAD   -  TERRELL SOUTH (1963)
 CS3180
 CS3180                         *CURRENT SURVEY CONTROL
 CS3180  ___________________________________________________________________
 CS3180* NAD 83(1993)-  32 44 18.52583(N)    096 17 06.40241(W)     ADJUSTED  
 CS3180* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 CS3180  ___________________________________________________________________
 CS3180  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CS3180  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS3180
 CS3180  HORZ ORDER  -  FIRST
 CS3180
 CS3180.The horizontal coordinates were established by classical geodetic methods
 CS3180.and adjusted by the National Geodetic Survey in February 1996..
 CS3180
 CS3180.The orthometric height was scaled from a topographic map.
 CS3180
 CS3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3180
 CS3180.The geoid height was determined by GEOID03.
 CS3180
 CS3180;                    North         East     Units Scale Factor Converg.
 CS3180;SPC TXNC     - 2,121,041.323   807,558.175   MT  0.99988747   +1 12 28.8
 CS3180;SPC TXNC     - 6,958,783.07  2,649,463.78   sFT  0.99988747   +1 12 28.8
 CS3180;UTM  14      - 3,625,556.375   754,398.916   MT  1.00039810   +1 28 08.5
 CS3180
 CS3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3180!SPC TXNC     -   0.99997791  x   0.99988747  =   0.99986538
 CS3180!UTM  14      -   0.99997791  x   1.00039810  =   1.00037600
 CS3180
 CS3180|---------------------------------------------------------------------|
 CS3180| PID    Reference Object                     Distance      Geod. Az  |
 CS3180|                                                           dddmmss.s |
 CS3180| CY2446 TERRELL RM 2                         37.139 METERS 02812     |
 CS3180| CY2444 TERRELL AZ MK                                      1004305.3 |
 CS3180| CY2445 TERRELL RM 1                         43.322 METERS 11559     |
 CS3180|---------------------------------------------------------------------|
 CS3180
 CS3180                          SUPERSEDED SURVEY CONTROL
 CS3180
 CS3180  NAD 83(1986)-  32 44 18.53310(N)    096 17 06.38719(W) AD(       ) 1
 CS3180  NAD 27      -  32 44 18.06800(N)    096 17 05.46200(W) AD(       ) 1
 CS3180
 CS3180.Superseded values are not recommended for survey control.
 CS3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3180.See file dsdata.txt to determine how the superseded data were derived.
 CS3180
 CS3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5439925556(NAD 83)
 CS3180_MARKER: DS = TRIANGULATION STATION DISK
 CS3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3180+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 CS3180
 CS3180  HISTORY     - Date     Condition        Report By
 CS3180  HISTORY     - 1949     MONUMENTED       CGS
 CS3180  HISTORY     - 1955     GOOD             TXHD
 CS3180  HISTORY     - 1956     GOOD             CGS
 CS3180  HISTORY     - 1960     GOOD             CGS
 CS3180  HISTORY     - 1961     GOOD             AMS
 CS3180  HISTORY     - 1988     GOOD             LOCSUR
 CS3180  HISTORY     - 20040908 GOOD             INDIV
 CS3180
 CS3180                          STATION DESCRIPTION
 CS3180
 CS3180'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS3180'LOCATED IN TERRELL IN THE SOUTHWEST CORNER OF A TRIANGULAR SHAPED
 CS3180'PARKING FORMED AT THE JUNCTION OF W NASH STREET AND N PACIFIC
 CS3180'STREET.  IT IS 14.5 FEET NORTH OF THE NORTH CURB OF W NASH
 CS3180'STREET AND 12.1 FEET EAST OF THE EAST CURB OF N PACIFIC STREET.
 CS3180'THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED,
 CS3180'TERRELL 1949.
 CS3180'
 CS3180'REFERENCE MARK NO. 1 IS DIAGONALLY ACROSS W NASH STREET,
 CS3180'8 INCHES NORTH OF THE CURB OF THE STREET AND 48 PACES WEST
 CS3180'OF THE CENTERLINE OF A NORTH-SOUTH STREET.  THE MARK IS A
 CS3180'STANDARD DISC SET IN A DRILL HOLE IN THE CONCRETE PAVEMENT
 CS3180'AND IS STAMPED, TERRELL NO 1 1949.
 CS3180'
 CS3180'REFERENCE MARK NO. 2 IS DIAGONALLY ACROSS N. PACIFIC STREET
 CS3180'FROM THE STATION, 8 INCHES EAST OF THE WEST CURB OF THE STREET
 CS3180'AND BETWEEN TWO CONCRETE DRIVEWAYS.  THE MARK IS A STANDARD
 CS3180'DISC SET IN A DRILL HOLE IN THE CONCRETE PAVEMENT AND THE DISC IS
 CS3180'STAMPED TERRELL NO 2 1949.
 CS3180'
 CS3180'AZIMUTH MARK IS A STANDARD DISC SET IN A DRILL HOLE IN THE
 CS3180'CONCRETE CURB OF W NASH STREET, 82 FEET WEST OF THE CENTERLINE
 CS3180'OF N HATTIE STREET AND IN THE SOUTH CURB OF W NASH STREET,
 CS3180'AND NEAR A CONCRETE DRIVEWAY.  THE DISC IS STAMPED, TERRELL
 CS3180'1949.
 CS3180'
 CS3180'THE STATION IS IN THE 200 BLOCK OF N PACIFIC STREET WHICH IS
 CS3180'1 BLOCK NORTH OF U.S. HIGHWAY 80 AND IN THE WESTERN PART
 CS3180'OF TERRELL.
 CS3180'
 CS3180'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON W NASH
 CS3180'STREET TO THE MARK ON THE RIGHT ABOUT 0.2 MILE.
 CS3180'
 CS3180'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS3180
 CS3180                          STATION RECOVERY (1955)
 CS3180
 CS3180'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 CS3180'THIS STATION WAS RECOVERED IN GOOD CONDITION.  NO REFERENCE
 CS3180'MARKER FOUND.
 CS3180
 CS3180                          STATION RECOVERY (1956)
 CS3180
 CS3180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CS3180'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CS3180'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 CS3180'CORRECT.
 CS3180
 CS3180                          STATION RECOVERY (1960)
 CS3180
 CS3180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3180'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3180'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS3180'TO STATION SITE ARE CORRECT.
 CS3180
 CS3180                          STATION RECOVERY (1961)
 CS3180
 CS3180'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 CS3180'STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED
 CS3180'AS DESCRIBED.
 CS3180
 CS3180                          STATION RECOVERY (1988)
 CS3180
 CS3180'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (JN)
 CS3180'RECOVERED IN GOOD CONDITION.
 CS3180
 CS3180                          STATION RECOVERY (2004)
 CS3180
 CS3180'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CRC)
 CS3180'MARK RECOVERED AS DESCRIBED, REFERENCE MARK 1 AND MARK 2 NOT FOUND,
 CS3180'AZIMUTH MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2586 ***********************************************************************
 CS2586  DESIGNATION -  TERRELL STATE HOSP STANDPIPE
 CS2586  PID         -  CS2586
 CS2586  STATE/COUNTY-  TX/KAUFMAN
 CS2586  USGS QUAD   -  TERRELL SOUTH (1963)
 CS2586
 CS2586                         *CURRENT SURVEY CONTROL
 CS2586  ___________________________________________________________________
 CS2586* NAD 83(1993)-  32 44 27.69146(N)    096 15 47.19824(W)     ADJUSTED  
 CS2586* NAVD 88     -                                                        
 CS2586  ___________________________________________________________________
 CS2586  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CS2586  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS2586
 CS2586  HORZ ORDER  -  THIRD
 CS2586
 CS2586.The horizontal coordinates were established by classical geodetic methods
 CS2586.and adjusted by the National Geodetic Survey in February 1996..
 CS2586
 CS2586
 CS2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2586
 CS2586.The geoid height was determined by GEOID03.
 CS2586
 CS2586;                    North         East     Units Scale Factor Converg.
 CS2586;SPC TXNC     - 2,121,367.264   809,613.593   MT  0.99988723   +1 13 12.0
 CS2586;SPC TXNC     - 6,959,852.43  2,656,207.26   sFT  0.99988723   +1 13 12.0
 CS2586;UTM  14      - 3,625,891.849   756,453.889   MT  1.00041105   +1 28 51.7
 CS2586
 CS2586                          SUPERSEDED SURVEY CONTROL
 CS2586
 CS2586  NAD 83(1986)-  32 44 27.69878(N)    096 15 47.18298(W) AD(       ) 4
 CS2586  NAD 27      -  32 44 27.21500(N)    096 15 46.26700(W) AD(       ) 3
 CS2586
 CS2586.Superseded values are not recommended for survey control.
 CS2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2586.See file dsdata.txt to determine how the superseded data were derived.
 CS2586
 CS2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5645425892(NAD 83)
 CS2586_MARKER: 52 = STANDPIPE TANK
 CS2586
 CS2586  HISTORY     - Date     Condition        Report By
 CS2586  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2586  HISTORY     - 1956     GOOD             CGS
 CS2586
 CS2586                          STATION DESCRIPTION
 CS2586
 CS2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2586'STATION IS LOCATED IN THE NORTHEAST PART OF THE CITY OF TERRELL
 CS2586'ON THE PROPERTY OF THE TERRELL STATE HOSPITAL.  STATION IS
 CS2586'DIRECTLY BEHIND OR NORTH OF THE MAIN ADMINISTRATION BUILDING.
 CS2586'STATION IS 100 FEET HIGH AND SILVER IN COLOR.
 CS2586'
 CS2586'THE POINT INTERSECTED WAS THE APEX OF THE STANDPIPE.
 CS2586'
 CS2586'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE ROUTE 34
 CS2586'IN TERRELL GO NORTH FOR 0.3 MILE TO E. BRIN STREET.  TURN
 CS2586'RIGHT AND GO EASTERLY FOR 0.45 MILE TO MAIN GATE OF HOSPITAL
 CS2586'AND STATION AS DESCRIBED.
 CS2586
 CS2586                          STATION RECOVERY (1956)
 CS2586
 CS2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CS2586'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2586'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2751 ***********************************************************************
 AX2751  DESIGNATION -  TERRY
 AX2751  PID         -  AX2751
 AX2751  STATE/COUNTY-  TX/LAVACA
 AX2751  USGS QUAD   -  HOPE (1981)
 AX2751
 AX2751                         *CURRENT SURVEY CONTROL
 AX2751  ___________________________________________________________________
 AX2751* NAD 83(1993)-  29 10 23.15321(N)    096 57 08.41997(W)     ADJUSTED  
 AX2751* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 AX2751  ___________________________________________________________________
 AX2751  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AX2751  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX2751
 AX2751  HORZ ORDER  -  FIRST
 AX2751
 AX2751.The horizontal coordinates were established by classical geodetic methods
 AX2751.and adjusted by the National Geodetic Survey in February 1996..
 AX2751
 AX2751.The orthometric height was scaled from a topographic map.
 AX2751
 AX2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2751
 AX2751.The geoid height was determined by GEOID03.
 AX2751
 AX2751;                    North         East     Units Scale Factor Converg.
 AX2751;SPC TXSC     - 4,150,225.011   799,151.914   MT  0.99986721   +1 00 11.4
 AX2751;SPC TXSC     -13,616,196.56  2,621,884.24   sFT  0.99986721   +1 00 11.4
 AX2751;UTM  14      - 3,228,898.624   699,131.273   MT  1.00008933   +0 59 54.5
 AX2751
 AX2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2751!SPC TXSC     -   0.99999503  x   0.99986721  =   0.99986224
 AX2751!UTM  14      -   0.99999503  x   1.00008933  =   1.00008436
 AX2751
 AX2751|---------------------------------------------------------------------|
 AX2751| PID    Reference Object                     Distance      Geod. Az  |
 AX2751|                                                           dddmmss.s |
 AX2751| CV6854 TERRY RM 1                           21.026 METERS 05927     |
 AX2751| CV6853 TERRY AZ MK                                        0973751.1 |
 AX2751| CV6855 TERRY RM 2                           23.330 METERS 31305     |
 AX2751|---------------------------------------------------------------------|
 AX2751
 AX2751                          SUPERSEDED SURVEY CONTROL
 AX2751
 AX2751  NAD 83(1986)-  29 10 23.16414(N)    096 57 08.40857(W) AD(       ) 1
 AX2751  NAD 27      -  29 10 22.25800(N)    096 57 07.46800(W) AD(       ) 1
 AX2751
 AX2751.Superseded values are not recommended for survey control.
 AX2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2751.See file dsdata.txt to determine how the superseded data were derived.
 AX2751
 AX2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9913128899(NAD 83)
 AX2751_MARKER: DS = TRIANGULATION STATION DISK
 AX2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2751
 AX2751  HISTORY     - Date     Condition        Report By
 AX2751  HISTORY     - 1943     MONUMENTED       CGS
 AX2751  HISTORY     - 1959     GOOD             LOCSUR
 AX2751  HISTORY     - 1963     GOOD             CGS
 AX2751  HISTORY     - 1963     GOOD             NGS
 AX2751  HISTORY     - 1979     MARK NOT FOUND   NGS
 AX2751  HISTORY     - 1981     MARK NOT FOUND   NGS
 AX2751  HISTORY     - 1986     GOOD             LOCSUR
 AX2751
 AX2751                          STATION DESCRIPTION
 AX2751
 AX2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2751'THE STATION IS LOCATED ABOUT 14.0 MILES SE OF YOAKUM, 21.0
 AX2751'MILES N BY E OF CUERO, AND 26.0 MILES N OF VICTORIA, ON LAND
 AX2751'OWNED BY J.D. OLIVER OF HOUSTON.  IT IS IN THE N END AND
 AX2751'HIGHEST POINT OF A PASTURE FIELD, 50 FEET N OF THE FARM ROAD
 AX2751'1 FOOT S OF THE OLD FENCE LINE IN THE EDGE OF THE WOODS,
 AX2751'AND ABOUT 0.4 MILE E OF THE RANCH HOUSE ON THE W SIDE OF THE
 AX2751'WOODS.  THE DISK IS STAMPED TERRY 1943, AND PROJECTS 3 INCHES.
 AX2751'
 AX2751'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2751'DISKS SET IN CONCRETE.
 AX2751'
 AX2751'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT S OF THE
 AX2751'OLD FENCE LINE AT THE N EDGE OF THE FIELD.  THE DISK IS
 AX2751'STAMPED TERRY NO. 1 1943, AND PROJECTS 3 INCHES.
 AX2751'
 AX2751'REFERENCE MARK NO. 2 IS N OF THE STATION IN THE WOODS, 5
 AX2751'FEET E OF A TRIANGULAR-BLAZED 6-INCH SCRUB OAK TREE.  THE
 AX2751'DISK IS STAMPED TERRY NO. 2 1943, AND PROJECTS 6 INCHES.
 AX2751'
 AX2751'THE AZIMUTH MARK IS ABOUT 0.25 MILE SE OF THE STATION, 125
 AX2751'FEET S OF THE BOARD GATE, AND 1 FOOT W OF THE N-S FENCE LINE.
 AX2751'THE DISK IS STAMPED TERRY 1943, AND PROJECTS 4 INCHES.  TO
 AX2751'REACH FROM THE STATION, GO SE ON FARM ROAD FOR 0.2 MILE TO THE
 AX2751'BOARD GATE, FROM GATE WALK S ALONG FENCE LINE FOR 0.05 MILE
 AX2751'TO THE MARK.
 AX2751'
 AX2751'TO REACH THE STATION FROM THE POST OFFICE IN YOAKUM, GO SW
 AX2751'ON LOTT STREET FOR 0.3 MILE TO THE INTERSECTION OF LOTT AND
 AX2751'MORRIS STREETS, AT RAILROAD UNDERPASS.  TURN LEFT ON MORRIS
 AX2751'STREET AND FOLLOW NEW HIGHWAY IN AN EASTERLY DIRECTION FOR
 AX2751'14.75 MILES TO A NEW TRAIL RIGHT.  (THIS POINT IS ABOUT 0.5
 AX2751'MILE S OF CREEK CROSSING WHERE THERE IS NO BRIDGE AND JUST
 AX2751'BEFORE CROSSING A SMALL BRIDGE WHERE A TEMPORARY FENCE LINE
 AX2751'IS ACROSS THE ROAD.) TURN RIGHT ON THIS TRAIL ROAD AND GO
 AX2751'SW FOR 0.4 MILE TO A BOARD GATE.  GO THROUGH GATE AND TURN
 AX2751'RIGHT AND FOLLOW FARM ROAD NW FOR 0.2 MILE TO THE TOP OF
 AX2751'THE SMALL HILL, AND STATION ON THE RIGHT.
 AX2751'
 AX2751'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2751'
 AX2751'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX2751
 AX2751                          STATION RECOVERY (1959)
 AX2751
 AX2751'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959 (WWG)
 AX2751'STATION RECOVERED IN GOOD CONDITION.  THE AREA SURROUNDING
 AX2751'THE MARKER AND REFERENCE MARKS HAS BEEN STRIPPED OF SURFACE
 AX2751'SOIL TO A DEPTH OF ABOUT 3 FEET LEAVING THE THREE MONUMENTS
 AX2751'IN MOUNDS OF THIS HEIGHT.  THE WOODS AND FENCE ARE GONE.
 AX2751'
 AX2751'THE AZIMUTH MARK IS INTACT, DESCRIPTION GENERALLY GOOD.  CREEK
 AX2751'CROSSING IS NOW B RUSHY CREEK BRIDGE ON STATE HIGHWAY 111.
 AX2751'BOARD GATE IS NOW REPLACED WITH CATTLE GUARD.
 AX2751
 AX2751                          STATION RECOVERY (1963)
 AX2751
 AX2751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2751'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 AX2751'RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO REACH STATION
 AX2751'FROM YOAKUM BEGINNING AT INTERSECTION BUSINESS ROUTE U.S.
 AX2751'77 AND S.H. 111, GO SE ON S.H. 111 12 MILES TO U.S. 77 CONTINUE
 AX2751'SE ON S.H. 111 2.4 MILES TO GRAVEL ROAD RIGHT THRU CATTLE
 AX2751'GUARD.  TURN RIGHT, FOLLOW GRAVEL ROAD 0.28 MILES TO CATTLE
 AX2751'GUARD AND SHARP LEFT TURN IN ROAD (AZIMUTH) IS 125 FEET SE
 AX2751'OF CATTLE GUARD.  PRIVATE FIELD ROAD TURNS RIGHT AT THIS
 AX2751'POINT.  FOLLOW RIGHT FIELD ROAD 0.24 MILES TO STATION ON
 AX2751'THE RIGHT.
 AX2751
 AX2751                          STATION RECOVERY (1963)
 AX2751
 AX2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AX2751'STATION MARK--IN THE TOP OF A CONCRETE POST PROJECTING 3 IN.,
 AX2751'STANDARD USC AND GS DISK STAMPED ---TERRY - 1943---.
 AX2751
 AX2751                          STATION RECOVERY (1979)
 AX2751
 AX2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AX2751'STATION, REFERENCE MARKS 1 AND 2 WERE FOUND LAYING ON TOP OF GROUND,
 AX2751'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  MR.
 AX2751'CLAY JACOBS, WHO OWNES THE LAND, STATED THAT THE TOP OF HILL HAD
 AX2751'BEEN A GRAVEL PIT BEFORE HE BOUGHT THE PROPERTY.  A SEARCH WAS
 AX2751'MADE OF THE UNDER GROUND MARK, BUT WAS NOT RECOVERED.
 AX2751'
 AX2751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES SE
 AX2751'OF YOAKUM.
 AX2751
 AX2751                          STATION RECOVERY (1981)
 AX2751
 AX2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AX2751'THE STATION AND REFERENCE MARKS WERE REPORTED BEING PUSHED OUT OF THE
 AX2751'GROUND.  THE UNDERGROUND MARK COULD NOT BE FOUND.  THE AZIMUTH MARK
 AX2751'LOOKS TO HAVE BEEN HIT.
 AX2751
 AX2751                          STATION RECOVERY (1986)
 AX2751
 AX2751'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (WEW)
 AX2751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0701 ***********************************************************************
 EN0701  DESIGNATION -  TERRY
 EN0701  PID         -  EN0701
 EN0701  STATE/COUNTY-  TX/COTTLE
 EN0701  USGS QUAD   -  DUNLAP (1981)
 EN0701
 EN0701                         *CURRENT SURVEY CONTROL
 EN0701  ___________________________________________________________________
 EN0701* NAD 83(1993)-  34 13 52.29073(N)    100 20 58.96262(W)     ADJUSTED  
 EN0701* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 EN0701  ___________________________________________________________________
 EN0701  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 EN0701  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 EN0701
 EN0701  HORZ ORDER  -  FIRST
 EN0701
 EN0701.The horizontal coordinates were established by classical geodetic methods
 EN0701.and adjusted by the National Geodetic Survey in February 1996..
 EN0701
 EN0701.The orthometric height was scaled from a topographic map.
 EN0701
 EN0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0701
 EN0701.The geoid height was determined by GEOID03.
 EN0701
 EN0701;                    North         East     Units Scale Factor Converg.
 EN0701;SPC TXNC     - 2,285,903.384   429,573.512   MT  1.00008452   -1 00 31.8
 EN0701;SPC TXNC     - 7,499,668.02  1,409,359.10   sFT  1.00008452   -1 00 31.8
 EN0701;SPC TX N     - 1,026,265.736   305,991.047   MT  1.00012338   +0 39 59.9
 EN0701;SPC TX N     - 3,367,006.84  1,003,905.63   sFT  1.00012338   +0 39 59.9
 EN0701;UTM  14      - 3,788,614.288   375,691.471   MT  0.99979048   -0 45 33.7
 EN0701
 EN0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0701!SPC TXNC     -   0.99991396  x   1.00008452  =   0.99999847
 EN0701!SPC TX N     -   0.99991396  x   1.00012338  =   1.00003733
 EN0701!UTM  14      -   0.99991396  x   0.99979048  =   0.99970446
 EN0701
 EN0701|---------------------------------------------------------------------|
 EN0701| PID    Reference Object                     Distance      Geod. Az  |
 EN0701|                                                           dddmmss.s |
 EN0701| CX8795 TERRY RM 1                           23.149 METERS 00911     |
 EN0701| CX8796 TERRY RM 2                           32.347 METERS 09338     |
 EN0701| CX8794 TERRY AZ MK 2                                      2572417.0 |
 EN0701| CX8793 TERRY AZ MK                                        2593442.2 |
 EN0701|---------------------------------------------------------------------|
 EN0701
 EN0701                          SUPERSEDED SURVEY CONTROL
 EN0701
 EN0701  NAD 83(1993)-  34 13 52.29152(N)    100 20 58.96230(W) AD(       ) 1
 EN0701  NAD 83(1986)-  34 13 52.29618(N)    100 20 58.95520(W) AD(       ) 1
 EN0701  NAD 27      -  34 13 52.04300(N)    100 20 57.52900(W) AD(       ) 1
 EN0701
 EN0701.Superseded values are not recommended for survey control.
 EN0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0701.See file dsdata.txt to determine how the superseded data were derived.
 EN0701
 EN0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7569188614(NAD 83)
 EN0701_MARKER: DS = TRIANGULATION STATION DISK
 EN0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0701
 EN0701  HISTORY     - Date     Condition        Report By
 EN0701  HISTORY     - 1935     MONUMENTED       CGS
 EN0701  HISTORY     - 1956     GOOD             CGS
 EN0701  HISTORY     - 1958     GOOD             LOCENG
 EN0701  HISTORY     - 1958     GOOD             CGS
 EN0701  HISTORY     - 1961     GOOD             CGS
 EN0701  HISTORY     - 1966     GOOD             USGS
 EN0701  HISTORY     - 1967     GOOD             CGS
 EN0701
 EN0701                          STATION DESCRIPTION
 EN0701
 EN0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0701'STATION IS 13 MILES N AND 3 MILES W OF PADUCAH, 14 MILES S
 EN0701'AND 7.5 MILES W OF CHILDRESS, SECTION 751, BLOCK H, ON PROPERTY
 EN0701'OF MRS. S.S. TERRY.  MARK IS ON A HIGH KNOLL ON A RIDGE BETWEEN
 EN0701'THE NORTH PEASE AND MIDDLE PEASE RIVERS.  IT IS ABOUT 200
 EN0701'FEET WNW OF TERRY HOME, IN SW CORNER OF CORRAL, 6 FEET E OF
 EN0701'CORRAL FENCE, AND 15 FEET N OF SHED.
 EN0701'
 EN0701'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0701'BRONZE DISKS SET IN CONCRETE.
 EN0701'
 EN0701'REFERENCE MARK NO. 1 IS N OF STATION, 4 FEET E OF NW CORNER
 EN0701'OF CORRAL.
 EN0701'
 EN0701'REFERENCE MARK NO. 2 IS E OF STATION IN E SIDE OF FARM LANE.
 EN0701'
 EN0701'AZIMUTH MARK IS 0.5 MILE WSW OF STATION, 24 FEET N OF CENTER
 EN0701'LINE OF ROAD 200 FEET NE OF STUCCO HOUSE.  TO REACH FROM
 EN0701'COLEYVILLE SCHOOL, GO W ON DIRT ROAD FOR 0.6 MILE TO MARK ON
 EN0701'RIGHT.
 EN0701'
 EN0701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 370
 EN0701'AND 83 IN CHILDRESS, GO S ON U.S. HIGHWAY 83 FOR 16.1 MILES
 EN0701'TO T-ROAD, THENCE RIGHT (W) FOR 2.7 MILES TO CROSS ROAD AT
 EN0701'COLEYVILLE SCHOOLHOUSE, THENCE RIGHT (N) FOR 0.1 MILE TO
 EN0701'FARM LANE, THENCE LEFT (W) FOR 0.1 MILE TO FARMYARD AND
 EN0701'STATION.
 EN0701'
 EN0701'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 EN0701
 EN0701                          STATION RECOVERY (1956)
 EN0701
 EN0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CHB)
 EN0701'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 EN0701'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO THE
 EN0701'STATION SITE ARE CORRECT.
 EN0701
 EN0701                          STATION RECOVERY (1958)
 EN0701
 EN0701'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 EN0701'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 EN0701'
 EN0701'AZIMUTH MARK HAS BEEN DISTURBED.  T-ROAD IN DESCRIPTION IS
 EN0701'NOW A PAVED FARM ROAD (1440) TO CEE WEE.  TERRY FARM HOUSE
 EN0701'IS NOW ABANDONED.
 EN0701
 EN0701                          STATION RECOVERY (1958)
 EN0701
 EN0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 EN0701'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EN0701'CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE
 EN0701'45 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 2 FEET WEST
 EN0701'OF A POWER LINE POLE.  THERE WAS EVIDENCE THAT THIS MARK HAD
 EN0701'BEEN MOVED BUT NO RECORD COULD BE FOUND THAT A NEW DIRECTION
 EN0701'HAD BEEN OBSERVED.
 EN0701'
 EN0701'TO REACH THE STATION FROM PADUCAH, FROM THE COURT HOUSE, GO NORTH
 EN0701'ON U.S. HIGHWAY 83 FOR 14.7 MILES TO JUNCTION WITH FARM ROAD
 EN0701'1440 (16.1 MILES SOUTH OF CHILDRESS), TURN LEFT AND GO WEST ON
 EN0701'FARM ROAD 1440 FOR 2.7 MILES TO CROSSROADS, TURN RIGHT AND GO
 EN0701'NORTH FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT ON
 EN0701'DRIVEWAY FOR 0.1 MILE TO HOUSE AND STATION ABOUT 200 FEET
 EN0701'WEST-NORTHWEST OF HOUSE.
 EN0701
 EN0701                          STATION RECOVERY (1961)
 EN0701
 EN0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 EN0701'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DID
 EN0701'NOT RECOVER REFERENCE MARKS OR AZIMUTH MARK.  DIRECTIONS
 EN0701'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EN0701
 EN0701                          STATION RECOVERY (1966)
 EN0701
 EN0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EN0701'STATION AND R.M. 1 FOUND IN GOOD CONDITION.  R.M. 2 NOT
 EN0701'FOUND.  AZIMUTH MARK CONCRETE POST FOUND LEANING.
 EN0701'
 EN0701'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 EN0701'N AND 3 MILES W OF PADUCAH
 EN0701
 EN0701                          STATION RECOVERY (1967)
 EN0701
 EN0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0701'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EN0701'RECOVERED.  THE AZIMUTH MARK, ACCORDING TO LOCAL SOURCES WAS REMOVED
 EN0701'BY THE STATE HIGHWAY DEPARTMENT AND RESET ABOUT 20 FEET NORTH OF
 EN0701'ITS ORIGINAL LOCATION.  THE MARK IS SOLID, HOWEVER IT IS TILTED TO
 EN0701'THE EAST AND THE ARROW IS POINTING NORTH.  AN ADDITIONAL AZIMUTH
 EN0701'MARK WAS SET AT THIS DATE.  DUE TO ROAD CHANGES AN NEW DESCRIPTION
 EN0701'FOLLOWS--
 EN0701'
 EN0701'THE STATION IS LOCATED ABOUT 15-3/4 MILES SOUTH-SOUTHWEST OF
 EN0701'CHILDRESS, 15-1/2 MILES NORTH-NORTHWEST OF PADUCAH, 3 MILES WEST OF
 EN0701'U.S. HIGHWAY 83 AND ON PROPERTY OWNED BY J.C. TERRY.
 EN0701'
 EN0701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287-83-62 IN
 EN0701'THE WEST EDGE OF CHILDRESS, GO SOUTH ON U.S. HIGHWAY 83 FOR 15.3
 EN0701'MILES TO ITS JUNCTION WITH FARM ROAD 1440.  TURN RIGHT AND GO WEST
 EN0701'ON FARM ROAD 1440 FOR 2.7 MILES TO A SIDE ROAD ON THE RIGHT.  (TO
 EN0701'REACH THE AZIMUTH MARKS FROM THIS POINT, CONTINUE WEST FOR 0.7 MILE
 EN0701'TO THE NEW AZIMUTH MARK ON THE SOUTH RIGHT OF WAY AND THE OLD
 EN0701'AZIMUTH MARK ON THE NORTH RIGHT OF WAY OF FARM ROAD 1440.) TURN
 EN0701'RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.05 MILE TO A DRIVEWAY
 EN0701'ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.1 MILE TO THE FARM HOME
 EN0701'OF J.C. TERRY.  CONTINUE WEST THENCE NORTH FOR 0.1 MILE TO
 EN0701'THE STATION IN THE NORTHWEST CORNER OF THE FARM YARD.
 EN0701'
 EN0701'THE STATION MARK IS A STANDARD DISK STAMPED TERRY 1935, SET IN
 EN0701'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0701'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 81.0 FEET WEST
 EN0701'OF A WINDMILL, 18.5 FEET EAST OF A FENCE CORNER POST, 10.5 FEET
 EN0701'NORTHEAST OF A WITNESS POST AND 2 FEET EAST OF A FENCE.
 EN0701'
 EN0701'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TERRY NO 1 1935, SET IN
 EN0701'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0701'PROJECTS 1 INCHES ABOVE THE GROUND SURFACE.  IT IS 83.9 FEET NORTH OF
 EN0701'THE WITNESS POST AND 7.0 FEET SOUTHEAST OF A FENCE CORNER POST.
 EN0701'THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 76.20 FEET OR
 EN0701'23.227 METERS.
 EN0701'
 EN0701'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TERRY NO 2 1935, SET IN
 EN0701'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0701'PROJECTS 18 INCHES ABOVE THE GROUND SURFACE.  IT IS 114.1 FEET EAST
 EN0701'OF THE WITNESS POST, 28.5 FEET SOUTHEAST OF THE WINDMILL AND 1.0
 EN0701'FOOT EAST OF A FENCE.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS
 EN0701'106.23 FEET OR 32.379 METERS.
 EN0701'
 EN0701'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TERRY 1935 AZ 2 1967, SET
 EN0701'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0701'PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET SOUTH
 EN0701'OF THE CENTERLINE OF FARM ROAD 1440, 4.4 FEET WEST OF A WITNESS
 EN0701'POST, 3.6 FEET EAST OF A POWER LINE POLE AND 1.4 FEET NORTH OF A
 EN0701'FENCE.
 EN0701'
 EN0701'THE ORIGINAL AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 EN0701'TERRY 1935 AZI, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST,
 EN0701'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 49.1 FEET NORTH
 EN0701'OF THE CENTERLINE OF FARM ROAD 1440 AND 2.0 FEET WEST OF A
 EN0701'POWERLINE POLE.
 EN0701'
 EN0701'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO
 EN0701'OBSTRUCTIONS.
 EN0701'
 EN0701'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15-1/2 MILES
 EN0701'NORTH-NORTHWEST OF PADUCAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1639 ***********************************************************************
 FL1639  DESIGNATION -  TERRY
 FL1639  PID         -  FL1639
 FL1639  STATE/COUNTY-  TX/HUTCHINSON
 FL1639  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL1639
 FL1639                         *CURRENT SURVEY CONTROL
 FL1639  ___________________________________________________________________
 FL1639* NAD 83(1993)-  35 43 09.84772(N)    101 11 46.79372(W)     ADJUSTED  
 FL1639* NAVD 88     -       939.     (meters)    3081.     (feet)  SCALED    
 FL1639  ___________________________________________________________________
 FL1639  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FL1639  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FL1639
 FL1639  HORZ ORDER  -  THIRD
 FL1639
 FL1639.The horizontal coordinates were established by classical geodetic methods
 FL1639.and adjusted by the National Geodetic Survey in February 1996..
 FL1639
 FL1639.The orthometric height was scaled from a topographic map.
 FL1639
 FL1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1639
 FL1639.The geoid height was determined by GEOID03.
 FL1639
 FL1639;                    North         East     Units Scale Factor Converg.
 FL1639;SPC TX N     - 1,190,788.361   227,474.415   MT  0.99992468   +0 10 33.6
 FL1639;SPC TX N     - 3,906,778.15    746,305.64   sFT  0.99992468   +0 10 33.6
 FL1639;UTM  14      - 3,955,050.428   301,335.376   MT  1.00008637   -1 16 57.6
 FL1639
 FL1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1639!SPC TX N     -   0.99985681  x   0.99992468  =   0.99978150
 FL1639!UTM  14      -   0.99985681  x   1.00008637  =   0.99994316
 FL1639
 FL1639:                Primary Azimuth Mark                     Grid Az
 FL1639:SPC TX N     -  BULGE                                    359 02 33.4
 FL1639:UTM  14      -  BULGE                                    000 30 04.6
 FL1639
 FL1639|---------------------------------------------------------------------|
 FL1639| PID    Reference Object                     Distance      Geod. Az  |
 FL1639|                                                           dddmmss.s |
 FL1639| FL1619 BULGE                               APPROX. 3.8 KM 3591307.0 |
 FL1639|---------------------------------------------------------------------|
 FL1639
 FL1639                          SUPERSEDED SURVEY CONTROL
 FL1639
 FL1639  NAD 83(1993)-  35 43 09.84873(N)    101 11 46.79250(W) AD(       ) 3
 FL1639  NAD 83(1986)-  35 43 09.85473(N)    101 11 46.78258(W) AD(       ) 3
 FL1639  NAD 27      -  35 43 09.70428(N)    101 11 45.21318(W) AD(       ) 3
 FL1639
 FL1639.Superseded values are not recommended for survey control.
 FL1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1639.See file dsdata.txt to determine how the superseded data were derived.
 FL1639
 FL1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0133555050(NAD 83)
 FL1639_MARKER: DD = SURVEY DISK
 FL1639_SETTING: 0 = UNSPECIFIED SETTING
 FL1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1639
 FL1639  HISTORY     - Date     Condition        Report By
 FL1639  HISTORY     - 1952     MONUMENTED       USGS
 FL1639
 FL1639                          STATION DESCRIPTION
 FL1639
 FL1639'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1639'TO REACH FROM BORGER POST OFFICE, GO S. 2 BLOCKS TO THIRD STREET AND
 FL1639'STATE HIGHWAY 152.  TURN LEFT, E., GO 5.9 MI. TO FARM RD. 280. TURN
 FL1639'LEFT N., GO 5.8 MI. TO RD. ON RIGHT.  TURN RIGHT E., GO 0.5 MI. TO RD.
 FL1639'FORK.  CONTINUE E. 1.9 MI. TO SPRING CREEK CROSSING.  CONTINUE E., 2.4
 FL1639'MI. TO RD. ON RIGHT. TURN RIGHT S., GO THROUGH GATE, LEAVE RD. TURN
 FL1639'RIGHT, W., GO 0.2 MI. TO EDGE OF HILL AND STATION.
 FL1639'
 FL1639'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED
 FL1639'---TERRY 1952---.
 FL1639'
 FL1639'REFERENCE MARK NO.1 - 1 IN. IRON PIPE DRIVEN IN GROUND 118.00 FT. FROM
 FL1639'STATION, N 14 DEG 41 MIN 20 SEC W.
 FL1639'
 FL1639'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 115.00 FT. FROM
 FL1639'STATION, N 00 DEG 22 MIN 26 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0715 ***********************************************************************
 DQ0715  SACS        -  This is a Secondary Airport Control Station.
 DQ0715  DESIGNATION -  TERRY ET
 DQ0715  PID         -  DQ0715
 DQ0715  STATE/COUNTY-  TX/TERRY
 DQ0715  USGS QUAD   -  BROWNFIELD EAST (1969)
 DQ0715
 DQ0715                         *CURRENT SURVEY CONTROL
 DQ0715  ___________________________________________________________________
 DQ0715* NAD 83(1993)-  33 10 44.04968(N)    102 11 32.50341(W)     ADJUSTED  
 DQ0715* NAVD 88     -       996.30   (meters)    3268.7    (feet)  GPS OBS   
 DQ0715  ___________________________________________________________________
 DQ0715  X           -  -1,128,719.780 (meters)                     COMP
 DQ0715  Y           -  -5,223,907.115 (meters)                     COMP
 DQ0715  Z           -   3,471,114.333 (meters)                     COMP
 DQ0715  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 DQ0715  ELLIP HEIGHT-         972.49  (meters)          (02/05/01) GPS OBS
 DQ0715  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 DQ0715
 DQ0715  HORZ ORDER  -  FIRST
 DQ0715  ELLP ORDER  -  FIFTH     CLASS II
 DQ0715
 DQ0715.This mark is at Terry Co (Q26) Airport (Q26)
 DQ0715
 DQ0715.The horizontal coordinates were established by GPS observations
 DQ0715.and adjusted by the National Geodetic Survey in June 1997..
 DQ0715
 DQ0715.The orthometric height was determined by GPS observations and a
 DQ0715.high-resolution geoid model.
 DQ0715
 DQ0715.GPS derived orthometric heights for airport stations designated as
 DQ0715.PACS or SACS are published to 2 decimal places.  This maintains
 DQ0715.centimeter relative accuracy between the PACS and SACS.  It does
 DQ0715.not indicate centimeter accuracy relative to other marks which are
 DQ0715.part of the NAVD 88 network.
 DQ0715
 DQ0715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0715
 DQ0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0715
 DQ0715.The ellipsoidal height was determined by GPS observations
 DQ0715.and is referenced to NAD 83.
 DQ0715
 DQ0715.The geoid height was determined by GEOID03.
 DQ0715
 DQ0715;                    North         East     Units Scale Factor Converg.
 DQ0715;SPC TXNC     - 2,173,742.152   255,748.881   MT  0.99987508   -2 00 49.7
 DQ0715;SPC TXNC     - 7,131,685.71    839,069.45   sFT  0.99987508   -2 00 49.7
 DQ0715;UTM  13      - 3,674,632.292   761,789.577   MT  1.00044507   +1 32 14.5
 DQ0715
 DQ0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0715!SPC TXNC     -   0.99984734  x   0.99987508  =   0.99972244
 DQ0715!UTM  13      -   0.99984734  x   1.00044507  =   1.00029235
 DQ0715
 DQ0715|---------------------------------------------------------------------|
 DQ0715| PID    Reference Object                     Distance      Geod. Az  |
 DQ0715|                                                           dddmmss.s |
 DQ0715| CJ8625 TERRY ET RM 1                        14.695 METERS 08733     |
 DQ0715| DQ0711 OAK ET                              APPROX.10.3 KM 0934209.3 |
 DQ0715| CJ8626 TERRY ET RM 2                        14.587 METERS 18323     |
 DQ0715| DQ0805 TERRY ET AZ MK                      APPROX. 0.7 KM 1864027.9 |
 DQ0715|---------------------------------------------------------------------|
 DQ0715
 DQ0715                          SUPERSEDED SURVEY CONTROL
 DQ0715
 DQ0715  ELLIP H (06/13/97)  972.51   (m)                       GP(       ) 5 2
 DQ0715  NAD 83(1993)-  33 10 44.05230(N)    102 11 32.50398(W) AD(       ) 2
 DQ0715  ELLIP H (02/16/96)  972.52   (m)                       GP(       ) 5 1
 DQ0715  ELLIP H (12/21/93)  972.19   (m)                       GP(       ) 4 1
 DQ0715  NAD 83(1986)-  33 10 44.06147(N)    102 11 32.49714(W) AD(       ) 2
 DQ0715  NAD 27      -  33 10 43.72907(N)    102 11 30.85481(W) AD(       ) 2
 DQ0715  NGVD 29 (07/19/86)  996.0    (m)         3268.     (f) VERT ANG       
 DQ0715
 DQ0715.Superseded values are not recommended for survey control.
 DQ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0715.See file dsdata.txt to determine how the superseded data were derived.
 DQ0715
 DQ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6179074632(NAD 83)
 DQ0715_MARKER: DD = SURVEY DISK
 DQ0715_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0715_STAMPING: TERRY ET 1968
 DQ0715_MARK LOGO: USGS  
 DQ0715_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0715+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1995
 DQ0715
 DQ0715  HISTORY     - Date     Condition        Report By
 DQ0715  HISTORY     - 1968     MONUMENTED       USGS
 DQ0715  HISTORY     - 1988     GOOD             NGS
 DQ0715  HISTORY     - 19950525 GOOD             NGS
 DQ0715
 DQ0715                          STATION DESCRIPTION
 DQ0715
 DQ0715'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0715'THE STATION IS LOCATED EAST ABOUT 5.3 MILES AIRLINE FROM THE
 DQ0715'COURTHOUSE AT BROWNFIELD, TEXAS AND IS AT THE TERRY COUNTY AIRPORT.
 DQ0715'
 DQ0715'TO REACH FROM THE COURTHOUSE AT BROWNFIELD, GO 5.2 MILES EAST ON
 DQ0715'U.S. HIGHWAY 380 TO THE MAIN ENTRANCE TO THE AIRPORT, TURN RIGHT
 DQ0715'AND GO 0.15 MILE SOUTH ALONG THE WEST SIDE OF BUILDINGS TO THE
 DQ0715'STATION SITE.  THE STATION IS 225 FEET SOUTH OF THE SOUTHWEST
 DQ0715'CORNER OF A HANGER BUILDING AND 73 FEET EAST OF A TAXIWAY.
 DQ0715'
 DQ0715'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DQ0715'DRIVEN TO REFUSAL (6 FEET), CENTERED IN AN ORANGEBURG TILE, 6
 DQ0715'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 DQ0715'IS FLUSH WITH THE GROUND AND IS STAMPED TERRY ET 1968.
 DQ0715'
 DQ0715'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 126 FEET SOUTH OF A
 DQ0715'PAVED APRON AND 121 FEET EAST OF THE TAXIWAY.  A USGS BRONZE
 DQ0715'REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL
 DQ0715'(9 FEET), CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 DQ0715'INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DQ0715'GROUND AND IS STAMPED TERRY ET 1968 - 1.
 DQ0715'
 DQ0715'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 73 FEET EAST OF THE
 DQ0715'TAXIWAY AND 174 FEET SOUTH OF THE APRON.  A USGS BRONZE REFERENCE
 DQ0715'MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (6
 DQ0715'FEET), CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 DQ0715'INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DQ0715'GROUND AND IS STAMPED TERRY ET 1968 - 2.
 DQ0715'
 DQ0715'THE DISTANCE BETWEEN REFERENCE MARKS IS 71.31 FEET (21.734 METERS).
 DQ0715'
 DQ0715'STATION OAK ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 DQ0715'THE AZIMUTH MARK.
 DQ0715
 DQ0715                          STATION RECOVERY (1988)
 DQ0715
 DQ0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DQ0715'THE STATION WAS RECOVERED AT THIS DATE.
 DQ0715'OTHER MARKS NOT SEARCHED FOR.
 DQ0715'
 DQ0715'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI)
 DQ0715'EAST OF BROWNFIELD AT THE TERRY COUNTY AIRPORT.  IT IS NEAR THE
 DQ0715'SOUTHWEST CORNER OF A HANGAR.  THE DISK FOR A REFERENCE MARK IS
 DQ0715'STUCK IN THE GROUND NEXT TO STATION.
 DQ0715'OWNERSHIP--TERRY COUNTY, TERRY COUNTY COURTHOUSE, BROWNFIELD TX
 DQ0715'79316.  AIRPORT MANAGER IS ED HARRIS, PHONE 806-637-4656.
 DQ0715'
 DQ0715'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 62, 82, 380
 DQ0715'EAST AND 385 IN BROWNFIELD, GO EAST ON US HIGHWAY 380 FOR 7.9 KM
 DQ0715'(4.9 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT AT HIGH GROUND.  TURN
 DQ0715'RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO THE AIRPORT OFFICE.
 DQ0715'CONTINUE AHEAD ALONG WEST SIDE OF OFFICE ON TAXIWAY FOR 0.2 KM (0.1
 DQ0715'MI) TO THE STATION ON THE LEFT.
 DQ0715'
 DQ0715'THS STATION IS A USGS STATION MARK DISK STAMPED---TERRY ET 1968---,
 DQ0715'SET IN A CONCRETE FILLED TILE PROJECTING 30 CM AND ON A SMALL DIRT
 DQ0715'ISLAND CREATED BY GRADING.  LOCATED 22.4 METERS (73.5 FT) EAST FROM
 DQ0715'THE TAXIWAY CENTER, 4.2 KM (13.8 FT) SOUTH-SOUTHWEST OF SOUTHWEST
 DQ0715'CORNER OF HANGAR AND 0.3 METER (1.0 FT) NORTH FROM A FIBERGLASS
 DQ0715'WITNESS POST.  THE 1968 DESCRIPTION DID NOT INDICATE WHETHER THERE
 DQ0715'WAS AN UNDERGROUND MARK SET OR NOT.
 DQ0715'
 DQ0715'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DQ0715'ROD DRIVEN INTO THE GROUND 4.0 METERS AND INSIDE A 1-INCH PVC PIPE
 DQ0715'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 DQ0715'PVC PIPE WITH A LOGO CAP STAMPED---TERRY ET USGS AZ MK---, THE ROD
 DQ0715'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 18.7 METERS
 DQ0715'(61.5 FT) NORTHEAST FROM RAMP CENTER, 16.5 METERS (54.0 FT)
 DQ0715'NORTHWEST FROM RUNWAY CENTER, 2.4 METERS (7.9 FT) NORTHEAST FROM
 DQ0715'NORTHWEST 1 OF 2 BLUE RAMP LIGHTS, 2.1 METERS (7.0 FT) WEST FROM A
 DQ0715'WHITE RUNWAY LIGHT AND 0.6 METER (2.0 FT) SOUTHWEST FROM A
 DQ0715'FIBERGLASS WITNESS POST.
 DQ0715'
 DQ0715'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DQ0715'
 DQ0715'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DQ0715'
 DQ0715'DESCRIBED BY D.A. BOWLING.
 DQ0715
 DQ0715                          STATION RECOVERY (1995)
 DQ0715
 DQ0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DQ0715'THE STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) EAST OF BROWNFIELD, AT
 DQ0715'THE TERRY COUNTY AIRPORT.  NEAR THE SOUTHWEST CORNER OF THE MOST SOUTH
 DQ0715'HANGAR, EAST OF THE MAIN TAXI RUNNING NORTH AND SOUTH.
 DQ0715'OWNERSHIP--TERRY COUNTY, TERRY COUNTY COURTHOUSE, BROWNFIELD, TX.
 DQ0715'79316.  AIRPORT MANAGER ED HARRIS, PHONE 806-637-4656.  NOTE--THE
 DQ0715'STATION IS A USGS STATION MARK DISK CRIMPED TO A COPPERCLAD ROD DRIVEN
 DQ0715'TO REFUSAL, CENTERED IN A CLAY TILE PIPE 12 INCHES LONG FILLED WITH
 DQ0715'GRAVEL, PROJECTING 12 INCHES ABOVE THE GROUND.  TO REACH THE STATION
 DQ0715'FROM THE JUNCTION OF U.S.  HIGHWAYS 62, 82, 380 EAST AND 385 IN
 DQ0715'BROWNFIELD, GO EAST, 7.9 KM (4.90 MI) ON HIGHWAY 380 TO THE AIRPORT
 DQ0715'ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH, 0.1 KM (0.05 MI) TO THE
 DQ0715'OFFICE.  THEN 0.2 KM (0.10 MI) ALONG WEST SIDE OF OFFICE ON TAXI TO
 DQ0715'THE STATION ON THE LEFT.  STATION IS 22.4 M (73.5 FT) EAST OF THE TAXI
 DQ0715'CENTER, 4.2 M (13.8 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DQ0715'HANGAR, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0805 ***********************************************************************
 DQ0805  PACS        -  This is a Primary Airport Control Station.
 DQ0805  DESIGNATION -  TERRY ET AZ MK
 DQ0805  PID         -  DQ0805
 DQ0805  STATE/COUNTY-  TX/TERRY
 DQ0805  USGS QUAD   -  BROWNFIELD EAST (1969)
 DQ0805
 DQ0805                         *CURRENT SURVEY CONTROL
 DQ0805  ___________________________________________________________________
 DQ0805* NAD 83(1993)-  33 10 21.06723(N)    102 11 35.70136(W)     ADJUSTED  
 DQ0805* NAVD 88     -       991.57   (meters)    3253.2    (feet)  GPS OBS   
 DQ0805  ___________________________________________________________________
 DQ0805  X           -  -1,128,881.780 (meters)                     COMP
 DQ0805  Y           -  -5,224,264.506 (meters)                     COMP
 DQ0805  Z           -   3,470,519.031 (meters)                     COMP
 DQ0805  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 DQ0805  ELLIP HEIGHT-         967.76  (meters)          (10/24/00) GPS OBS
 DQ0805  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 DQ0805
 DQ0805  HORZ ORDER  -  B
 DQ0805  ELLP ORDER  -  FOURTH    CLASS II
 DQ0805
 DQ0805.This mark is at Terry Co (Q26) Airport (Q26)
 DQ0805
 DQ0805.The horizontal coordinates were established by GPS observations
 DQ0805.and adjusted by the National Geodetic Survey in August 1996..
 DQ0805
 DQ0805.The orthometric height was determined by GPS observations and a
 DQ0805.high-resolution geoid model.
 DQ0805
 DQ0805.GPS derived orthometric heights for airport stations designated as
 DQ0805.PACS or SACS are published to 2 decimal places.  This maintains
 DQ0805.centimeter relative accuracy between the PACS and SACS.  It does
 DQ0805.not indicate centimeter accuracy relative to other marks which are
 DQ0805.part of the NAVD 88 network.
 DQ0805
 DQ0805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0805
 DQ0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0805
 DQ0805.The ellipsoidal height was determined by GPS observations
 DQ0805.and is referenced to NAD 83.
 DQ0805
 DQ0805.The geoid height was determined by GEOID03.
 DQ0805
 DQ0805;                    North         East     Units Scale Factor Converg.
 DQ0805;SPC TXNC     - 2,173,037.554   255,641.211   MT  0.99987484   -2 00 51.4
 DQ0805;SPC TXNC     - 7,129,374.04    838,716.21   sFT  0.99987484   -2 00 51.4
 DQ0805;UTM  13      - 3,673,921.973   761,725.718   MT  1.00044466   +1 32 11.8
 DQ0805
 DQ0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0805!SPC TXNC     -   0.99984809  x   0.99987484  =   0.99972295
 DQ0805!UTM  13      -   0.99984809  x   1.00044466  =   1.00029268
 DQ0805
 DQ0805:                Primary Azimuth Mark                     Grid Az
 DQ0805:SPC TXNC     -  TERRY ET                                 008 41 17.5
 DQ0805:UTM  13      -  TERRY ET                                 005 08 14.3
 DQ0805
 DQ0805|---------------------------------------------------------------------|
 DQ0805| PID    Reference Object                     Distance      Geod. Az  |
 DQ0805|                                                           dddmmss.s |
 DQ0805| DQ0715 TERRY ET                            APPROX. 0.7 KM 0064026.1 |
 DQ0805|---------------------------------------------------------------------|
 DQ0805
 DQ0805                          SUPERSEDED SURVEY CONTROL
 DQ0805
 DQ0805  ELLIP H (08/30/96)  967.78   (m)                       GP(       ) 1 2
 DQ0805  NAD 83(1993)-  33 10 21.06976(N)    102 11 35.70245(W) AD(       ) 3
 DQ0805  ELLIP H (02/16/96)  967.79   (m)                       GP(       ) 5 1
 DQ0805  ELLIP H (12/21/93)  967.46   (m)                       GP(       ) 4 1
 DQ0805  NAD 83(1986)-  33 10 21.07890(N)    102 11 35.69560(W) AD(       ) 3
 DQ0805  NAD 27      -  33 10 20.74592(N)    102 11 34.05339(W) AD(       ) 3
 DQ0805  NGVD 29 (12/08/88)  991.3    (m)         3252.     (f) GPS OBS        
 DQ0805
 DQ0805.Superseded values are not recommended for survey control.
 DQ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0805.See file dsdata.txt to determine how the superseded data were derived.
 DQ0805
 DQ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6172673922(NAD 83)
 DQ0805_MARKER: I = METAL ROD
 DQ0805_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ0805_SP_SET: OBJECT DRIVEN INTO GROUND
 DQ0805_STAMPING: TERRY ET USGS AZ MK 1988
 DQ0805_MARK LOGO: NGS   
 DQ0805_PROJECTION: RECESSED 6 CENTIMETERS
 DQ0805_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0805+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1995
 DQ0805_ROD/PIPE-DEPTH: 4.0  meters
 DQ0805_SLEEVE-DEPTH  : 0.9 meters
 DQ0805
 DQ0805  HISTORY     - Date     Condition        Report By
 DQ0805  HISTORY     - 1988     MONUMENTED       NGS
 DQ0805  HISTORY     - 19950525 GOOD             NGS
 DQ0805  HISTORY     - 19990413 GOOD             TXDOT
 DQ0805
 DQ0805                          STATION DESCRIPTION
 DQ0805
 DQ0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DQ0805'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI)
 DQ0805'EAST OF BROWNFIELD AT THE TERRY COUNTY AIRPORT.  IT IS IN THE
 DQ0805'MEDIAN BETWEEN RUNWAY AND TAXIWAY AND NORTHEAST FROM A RAMP.
 DQ0805'OWNERSHIP--TERRY COUNTY, TERRY COUNTY COURTHOUSE, BROWNFIELD TX
 DQ0805'79316.  AIRPORT MANAGER IS ED HARRIS, PHONE 806-637-4656.
 DQ0805'
 DQ0805'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 62, 82, 380
 DQ0805'EAST AND 385 IN BROWNFIELD, GO EAST ON US HIGHWAY 380 FOR 7.9 KM
 DQ0805'(4.9 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT AT HIGH GROUND.  TURN
 DQ0805'RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO THE AIRPORT OFFICE.
 DQ0805'CONTINUE AHEAD ALONG WEST SIDE OF OFFICE AND TAXIWAY FOR 0.5 KM
 DQ0805'(0.3 MI) TO A FORK.  BEAR LEFT AND GO SOUTHWEST ON TAXIWAY FOR 0.1
 DQ0805'KM (0.05 MI) TO RUNWAY 13-31.  CROSS RUNWAY AND CONTINUE SOUTHWEST
 DQ0805'ON TAXIWAY FOR 0.3 KM (0.2 MI) TO A RAMP ON THE LEFT.  TURN LEFT
 DQ0805'AND GO SOUTHEAST ON RAMP FOR 0.1 KM (0.05 MI) TO RUNWAY 2-20 AND
 DQ0805'STATION ON THE LEFT.
 DQ0805'
 DQ0805'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 DQ0805'DRIVEN INTO THE GROUND 4.0 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 DQ0805'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 DQ0805'PIPE WITH A LOGO CAP STAMPED---TERRY ET USGS AZ MK---, THE ROD IS
 DQ0805'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 18.7 METERS (61.5
 DQ0805'FT) NORTHEAST FROM RAMP CENTER, 16.5 METERS (54.0 FT) NORTHWEST
 DQ0805'FROM RUNWAY CENTER, 2.4 METERS (7.9 FT) NORTHEAST OF NORTHWEST 1 OF
 DQ0805'2 BLUE RAMP LIGHTS, 2.1 METERS (7.0 FT) WEST FROM WHITE RUNWAY
 DQ0805'LIGHT AND 0.6 METER (2.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS
 DQ0805'POST.
 DQ0805'
 DQ0805'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DQ0805'
 DQ0805'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DQ0805'
 DQ0805'DESCRIBED BY D.A. BOWLING.
 DQ0805
 DQ0805                          STATION RECOVERY (1995)
 DQ0805
 DQ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DQ0805'THE STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) EAST OF BROWNFIELD, AT
 DQ0805'THE TERRY COUNTY AIRPORT.  AT THE SOUTH END OF THE FIRST GRASS MEDIAN
 DQ0805'SOUTHWEST OF RUNWAY 13-31, NEAR THE NORTHEAST END OF THE CONNECTOR AT
 DQ0805'THE RUNWAY.  OWNERSHIP--TERRY COUNTY, TERRY COUNTY COURTHOUSE,
 DQ0805'BROWNFIELD, TX.  79316.  AIRPORT MANAGER ED HARRIS, PHONE
 DQ0805'806-637-4656.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DQ0805'62, 82, 380 EAST AND 385 IN BROWNFIELD, GO EAST, 7.9 KM (4.90 MI) ON
 DQ0805'HIGHWAY 380 TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH,
 DQ0805'0.1 KM (0.05 MI) TO THE OFFICE.  THEN 0.5 KM (0.30 MI) ALONG WEST SIDE
 DQ0805'OF OFFICE AND TAXI TO A FORK.  BEAR RIGHT, SOUTHWEST, 0.36 KM (0.20
 DQ0805'MI) ALONG TAXI TO A CONNECTOR.  TURN LEFT, SOUTHEAST, 0.1 KM (0.05 MI)
 DQ0805'TO RUNWAY 2-20 AND THE STATION ON THE LEFT.  STATION IS 18.7 M (61.4
 DQ0805'FT) NORTHEAST OF THE CONNECTOR CENTER, 16.5 M (54.1 FT) NORTHWEST OF
 DQ0805'THE RUNWAY CENTERLINE, 2.4 M (7.9 FT) NORTHEAST OF THE NORTHWEST 1 OF
 DQ0805'2 CONNECTOR LIGHTS, 2.1 M (6.9 FT) WEST OF A RUNWAY LIGHT, 0.6 M (2.0
 DQ0805'FT) SOUTHWEST OF A WITNESS POST, AND LEVEL WITH THE RUNWAY.
 DQ0805'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 DQ0805'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY R.G.  HAYES
 DQ0805
 DQ0805                          STATION RECOVERY (1999)
 DQ0805
 DQ0805'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 DQ0805'TERRY ET ALSO RECOVERED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2297 ***********************************************************************
 AN2297  DESIGNATION -  TERRY REFERENCE MARK 1911
 AN2297  PID         -  AN2297
 AN2297  STATE/COUNTY-  TX/CALHOUN
 AN2297  USGS QUAD   -  SEADRIFT (1973)
 AN2297
 AN2297                         *CURRENT SURVEY CONTROL
 AN2297  ___________________________________________________________________
 AN2297* NAD 83(1993)-  28 25 01.16531(N)    096 44 53.26370(W)     ADJUSTED  
 AN2297* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AN2297  ___________________________________________________________________
 AN2297  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AN2297  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN2297
 AN2297  HORZ ORDER  -  SECOND
 AN2297
 AN2297.The horizontal coordinates were established by classical geodetic methods
 AN2297.and adjusted by the National Geodetic Survey in February 1996..
 AN2297
 AN2297.The orthometric height was scaled from a topographic map.
 AN2297
 AN2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2297
 AN2297.The geoid height was determined by GEOID03.
 AN2297
 AN2297;                    North         East     Units Scale Factor Converg.
 AN2297;SPC TXSC     - 4,066,811.554   820,624.023   MT  0.99999051   +1 06 11.6
 AN2297;SPC TXSC     -13,342,530.91  2,692,330.65   sFT  0.99999051   +1 06 11.6
 AN2297;UTM  14      - 3,145,459.455   720,582.786   MT  1.00020054   +1 04 19.4
 AN2297
 AN2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2297!SPC TXSC     -   1.00000363  x   0.99999051  =   0.99999414
 AN2297!UTM  14      -   1.00000363  x   1.00020054  =   1.00020417
 AN2297
 AN2297:                Primary Azimuth Mark                     Grid Az
 AN2297:SPC TXSC     -  SWAN REFERENCE MARK                      128 58 40.6
 AN2297:UTM  14      -  SWAN REFERENCE MARK                      129 00 32.8
 AN2297
 AN2297|---------------------------------------------------------------------|
 AN2297| PID    Reference Object                     Distance      Geod. Az  |
 AN2297|                                                           dddmmss.s |
 AN2297| AN2296 SWAN REFERENCE MARK                 APPROX. 4.8 KM 1300452.2 |
 AN2297|---------------------------------------------------------------------|
 AN2297
 AN2297                          SUPERSEDED SURVEY CONTROL
 AN2297
 AN2297  NAD 83(1986)-  28 25 01.17536(N)    096 44 53.24653(W) AD(       ) 2
 AN2297  NAD 27      -  28 25 00.16500(N)    096 44 52.30700(W) AD(       ) 2
 AN2297
 AN2297.Superseded values are not recommended for survey control.
 AN2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2297.See file dsdata.txt to determine how the superseded data were derived.
 AN2297
 AN2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2058345459(NAD 83)
 AN2297_MARKER: DD = SURVEY DISK
 AN2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2297
 AN2297  HISTORY     - Date     Condition        Report By
 AN2297  HISTORY     - 1911     MONUMENTED       CGS
 AN2297  HISTORY     - 1930     SEE DESCRIPTION  CGS
 AN2297  HISTORY     - 1934     GOOD             CGS
 AN2297  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2297  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2297
 AN2297                          STATION DESCRIPTION
 AN2297
 AN2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 AN2297'ABOUT 2 MILES W OF SEADRIFT, ON N SHORE OF SAN ANTONIO BAY,
 AN2297'ON THE BINEWALD RANCH.  IN 1930 THE STATION MARK WAS REPORTED
 AN2297'DESTROYED BY EROSION, BUT THE REFERENCE MARK WAS RECOVERED IN
 AN2297'GOOD CONDITION, AND ITS POSITION DETERMINED WITH THE GULF
 AN2297'COAST ARC.  IT IS 20 PACES INLAND FROM BLUFF BANK, 23 PACES
 AN2297'NW OF A SHALLOW GULLY, 4 PACES SE OF A PRICKLY PEAR, AND 120
 AN2297'METERS (394 FEET) NW OF A WIRE FENCE TERMINATING AT A LOW
 AN2297'POINT OF LAND EXTENDING INTO THE BAY.
 AN2297'
 AN2297'THE ORIGINAL MARKS, A BOTTLE IN CONCRETE ABOVE WHICH IS A
 AN2297'DISK IN CONCRETE, WERE REPLACED IN 1931 WITH STANDARD
 AN2297'DISKS SET IN CONCRETE.  THE
 AN2297'UPPER MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 AN2297'TERRY R.M. 1911, 1931.  TWO REFERENCE MARKS SET IN 1931 ARE
 AN2297'STANDARD DISKS IN SQUARE CONCRETE MONUMENTS.  NO.
 AN2297'1 IS 557.9 FEET FROM STATION N 17 DEG 00 MIN E.
 AN2297'NO. 2 IS 147.7 FEET S 85 DEG 35 MIN E.
 AN2297'
 AN2297'IT IS REACHED FROM SEADRIFT BY ROAD NW 0.7 MILE TO RANCH
 AN2297'ROAD, KEEPING STRAIGHT AHEAD WHERE THE SHELL ROAD TURN TO
 AN2297'RIGHT, AND FOLLOWING DIRT ROAD W 0.8 MILE TO THE BINEWALD
 AN2297'RANCH HOUSE, THENCE GOING ABOUT 1 MILE W, ACROSS COUNTRY,
 AN2297'THE WAY WINDING AMONG MESQUITE THICKETS AND PRICKLY PEAR TO
 AN2297'STATION, WHICH IS IN A FLAT AREA COVERED WITH SCATTERED
 AN2297'MESQUITES.
 AN2297
 AN2297                          STATION RECOVERY (1934)
 AN2297
 AN2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2297'STATION RECOVERED AS DESCRIBED.
 AN2297
 AN2297                          STATION RECOVERY (1969)
 AN2297
 AN2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2297'THE STATION SITE WAS VISITED AND REFERENCE MARK 2 WAS FOUND
 AN2297'TILTED AND OUT OF POSITION.  THIS MARK SHOWS THE LOCATION
 AN2297'OF THE STATION TO BE OUT IN THE WATER OF THE BAY.  REFERENCE
 AN2297'MARK 1 WAS FOUND DESTROYED, PULLED OUT OF THE GROUND AND LYING
 AN2297'IN DITCH.  ALL INDICATIONS ARE THAT THE STATION IS LOST.
 AN2297'
 AN2297'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 AN2297'WEST OF SEADRIFT.
 AN2297
 AN2297                          STATION RECOVERY (1998)
 AN2297
 AN2297'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0663 ***********************************************************************
 CA0663  DESIGNATION -  TERS
 CA0663  PID         -  CA0663
 CA0663  STATE/COUNTY-  TX/RUNNELS
 CA0663  USGS QUAD   -  WINTERS (1987)
 CA0663
 CA0663                         *CURRENT SURVEY CONTROL
 CA0663  ___________________________________________________________________
 CA0663* NAD 83(1993)-  31 58 25.66110(N)    099 52 51.51768(W)     ADJUSTED  
 CA0663* NAVD 88     -       572.265  (meters)    1877.51   (feet)  ADJUSTED  
 CA0663  ___________________________________________________________________
 CA0663  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 CA0663  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CA0663  DYNAMIC HT  -         571.518 (meters)    1875.06  (feet)  COMP
 CA0663  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 CA0663
 CA0663  HORZ ORDER  -  SECOND
 CA0663  VERT ORDER  -  SECOND    CLASS 0
 CA0663
 CA0663.The horizontal coordinates were established by classical geodetic methods
 CA0663.and adjusted by the National Geodetic Survey in February 1996..
 CA0663
 CA0663.The orthometric height was determined by differential leveling
 CA0663.and adjusted by the National Geodetic Survey in June 1991..
 CA0663
 CA0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0663
 CA0663.The geoid height was determined by GEOID03.
 CA0663
 CA0663.The dynamic height is computed by dividing the NAVD 88
 CA0663.geopotential number by the normal gravity value computed on the
 CA0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0663.degrees latitude (g = 980.6199 gals.).
 CA0663
 CA0663.The modeled gravity was interpolated from observed gravity values.
 CA0663
 CA0663;                    North         East     Units Scale Factor Converg.
 CA0663;SPC TX C     - 3,255,858.227   742,757.686   MT  1.00002555   +0 13 58.8
 CA0663;SPC TX C     -10,681,928.20  2,436,864.17   sFT  1.00002555   +0 13 58.8
 CA0663;SPC TXNC     - 2,034,916.947   469,467.525   MT  1.00004801   -0 45 11.4
 CA0663;SPC TXNC     - 6,676,223.35  1,540,244.70   sFT  1.00004801   -0 45 11.4
 CA0663;UTM  14      - 3,537,869.926   416,761.891   MT  0.99968545   -0 27 59.5
 CA0663
 CA0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0663!SPC TX C     -   0.99991417  x   1.00002555  =   0.99993972
 CA0663!SPC TXNC     -   0.99991417  x   1.00004801  =   0.99996218
 CA0663!UTM  14      -   0.99991417  x   0.99968545  =   0.99959965
 CA0663
 CA0663:                Primary Azimuth Mark                     Grid Az
 CA0663:SPC TX C     -  BURNS                                    059 59 08.6
 CA0663:SPC TXNC     -  BURNS                                    060 58 18.8
 CA0663:UTM  14      -  BURNS                                    060 41 06.9
 CA0663
 CA0663|---------------------------------------------------------------------|
 CA0663| PID    Reference Object                     Distance      Geod. Az  |
 CA0663|                                                           dddmmss.s |
 CA0663| CT1128 BURNS                               APPROX.10.6 KM 0601307.4 |
 CA0663| CT1127 RUNNELS GAS PROD COR MICROWAVE      APPROX.11.8 KM 0733529.6 |
 CA0663| CA1202 WINTERS MUNICIPAL SOUTH TANK        APPROX. 7.9 KM 2552819.3 |
 CA0663| CA0665 TERS RM 1                            30.926 METERS 26003     |
 CA0663| CA1201 WINTERS MUNICIPAL NORTH TANK        APPROX. 7.8 KM 2632638.4 |
 CA0663| CA0661 TERS AZ                             APPROX. 1.0 KM 2751451.9 |
 CA0663| CA0664 TERS RM 2                            13.553 METERS 34501     |
 CA0663|---------------------------------------------------------------------|
 CA0663
 CA0663                          SUPERSEDED SURVEY CONTROL
 CA0663
 CA0663  NAD 83(1986)-  31 58 25.66858(N)    099 52 51.50340(W) AD(       ) 2
 CA0663  NAD 27      -  31 58 25.14250(N)    099 52 50.19120(W) AD(       ) 2
 CA0663  NGVD 29 (??/??/92)  572.151  (m)         1877.13   (f) ADJ UNCH    2 0
 CA0663
 CA0663.Superseded values are not recommended for survey control.
 CA0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0663.See file dsdata.txt to determine how the superseded data were derived.
 CA0663
 CA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA1676237870(NAD 83)
 CA0663_MARKER: DS = TRIANGULATION STATION DISK
 CA0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0663_STAMPING: TERS 1961
 CA0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0663+STABILITY: SURFACE MOTION
 CA0663
 CA0663  HISTORY     - Date     Condition        Report By
 CA0663  HISTORY     - 1961     MONUMENTED       CGS
 CA0663
 CA0663                          STATION DESCRIPTION
 CA0663
 CA0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CA0663'5.8 MI E FROM WINTERS.
 CA0663'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0663'THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 4.9 MILES EAST
 CA0663'ALONG FARM ROAD 1770, 101.5 FEET EAST OF R.M. 1, 44.5 FEET SOUTH OF
 CA0663'R.M. 2, 3 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 CA0663'OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0661 ***********************************************************************
 CA0661  DESIGNATION -  TERS AZ
 CA0661  PID         -  CA0661
 CA0661  STATE/COUNTY-  TX/RUNNELS
 CA0661  USGS QUAD   -  WINTERS (1987)
 CA0661
 CA0661                         *CURRENT SURVEY CONTROL
 CA0661  ___________________________________________________________________
 CA0661* NAD 83(1993)-  31 58 28.72547(N)    099 53 30.68006(W)     ADJUSTED  
 CA0661* NAVD 88     -       572.946  (meters)    1879.74   (feet)  ADJUSTED  
 CA0661  ___________________________________________________________________
 CA0661  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 CA0661  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CA0661  DYNAMIC HT  -         572.198 (meters)    1877.29  (feet)  COMP
 CA0661  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 CA0661
 CA0661  HORZ ORDER  -  THIRD
 CA0661  VERT ORDER  -  SECOND    CLASS 0
 CA0661
 CA0661.The horizontal coordinates were established by classical geodetic methods
 CA0661.and adjusted by the National Geodetic Survey in February 1996..
 CA0661
 CA0661.The orthometric height was determined by differential leveling
 CA0661.and adjusted by the National Geodetic Survey in June 1991..
 CA0661
 CA0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0661
 CA0661.The geoid height was determined by GEOID03.
 CA0661
 CA0661.The dynamic height is computed by dividing the NAVD 88
 CA0661.geopotential number by the normal gravity value computed on the
 CA0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0661.degrees latitude (g = 980.6199 gals.).
 CA0661
 CA0661.The modeled gravity was interpolated from observed gravity values.
 CA0661
 CA0661;                    North         East     Units Scale Factor Converg.
 CA0661;SPC TX C     - 3,255,948.485   741,729.063   MT  1.00002581   +0 13 38.6
 CA0661;SPC TX C     -10,682,224.32  2,433,489.43   sFT  1.00002581   +0 13 38.6
 CA0661;SPC TXNC     - 2,035,024.902   468,440.585   MT  1.00004773   -0 45 32.8
 CA0661;SPC TXNC     - 6,676,577.53  1,536,875.49   sFT  1.00004773   -0 45 32.8
 CA0661;UTM  14      - 3,537,972.702   415,734.796   MT  0.99968757   -0 28 20.3
 CA0661
 CA0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0661!SPC TX C     -   0.99991406  x   1.00002581  =   0.99993987
 CA0661!SPC TXNC     -   0.99991406  x   1.00004773  =   0.99996179
 CA0661!UTM  14      -   0.99991406  x   0.99968757  =   0.99960166
 CA0661
 CA0661                          SUPERSEDED SURVEY CONTROL
 CA0661
 CA0661  NAD 83(1986)-  31 58 28.73293(N)    099 53 30.66554(W) AD(       ) 3
 CA0661  NAD 27      -  31 58 28.20700(N)    099 53 29.35300(W) AD(       ) 3
 CA0661  NGVD 29 (??/??/92)  572.831  (m)         1879.36   (f) ADJ UNCH    2 0
 CA0661
 CA0661.Superseded values are not recommended for survey control.
 CA0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0661.See file dsdata.txt to determine how the superseded data were derived.
 CA0661
 CA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA1573537973(NAD 83)
 CA0661_MARKER: DZ = AZIMUTH MARK DISK
 CA0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0661_STAMPING: TERS 1961
 CA0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0661+STABILITY: SURFACE MOTION
 CA0661
 CA0661  HISTORY     - Date     Condition        Report By
 CA0661  HISTORY     - 1961     MONUMENTED       CGS
 CA0661  HISTORY     - 1961     GOOD             CGS
 CA0661
 CA0661                          STATION DESCRIPTION
 CA0661
 CA0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CA0661'STATION LOCATED ABOUT 4.3 MILES EAST OF THE CENTER OF WINTERS
 CA0661'AND ALONG THE NORTH SIDE OF FARM ROAD 1770.
 CA0661'
 CA0661'THE MARK IS A STANDARD AZIMUTH MARK DISK STAMPED TERS 1961
 CA0661'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 CA0661'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 53.5 FEET NORTH
 CA0661'OF THE CENTER LINE OF FARM ROAD 1770, 4.5 FEET NORTHEAST OF
 CA0661'A METAL WITNESS POST AND 3.2 FEET NORTHWEST OF A FENCE CORNER.
 CA0661'
 CA0661'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 CA0661'FARM ROAD 1770, IN THE NORTH PART OF WINTERS, GO EASTERLY
 CA0661'ON FARM ROAD 1770 FOR 4.3 MILES TO THE MARK ON THE LEFT,
 CA0661'NORTH SIDE IN A FENCE CORNER AND ABOUT 60 FEET SOUTHWEST OF
 CA0661'THE SOUTHWEST CORNER OF A FARM HOUSE.
 CA0661
 CA0661                          STATION RECOVERY (1961)
 CA0661
 CA0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CA0661'5.2 MI E FROM WINTERS.
 CA0661'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0661'THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 4.3 MILES EAST
 CA0661'ALONG FARM ROAD 1770, 75 FEET EAST OF A DRIVEWAY TO A HOUSE, 52 FEET
 CA0661'NORTH OF THE CENTER OF THE HIGHWAY, 40 FEET SOUTHWEST OF THE SOUTHWEST
 CA0661'CORNER OF A FARMHOUSE, 4.4 FEET NORTHEAST OF A METAL WITNESS POST WITH
 CA0661'SIGN, 2.8 FEET NORTHWEST OF A FENCE CORNER, ABOUT LEVEL WITH THE
 CA0661'HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES
 CA0661'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0665 ***********************************************************************
 CA0665  DESIGNATION -  TERS RM 1
 CA0665  PID         -  CA0665
 CA0665  STATE/COUNTY-  TX/RUNNELS
 CA0665  USGS QUAD   -  WINTERS (1987)
 CA0665
 CA0665                         *CURRENT SURVEY CONTROL
 CA0665  ___________________________________________________________________
 CA0665* NAD 83(1986)-  31 58 38.     (N)    099 52 58.     (W)     SCALED    
 CA0665* NAVD 88     -       571.985  (meters)    1876.59   (feet)  ADJUSTED  
 CA0665  ___________________________________________________________________
 CA0665  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CA0665  DYNAMIC HT  -         571.239 (meters)    1874.14  (feet)  COMP
 CA0665  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 CA0665
 CA0665  VERT ORDER  -  SECOND    CLASS 0
 CA0665
 CA0665.The horizontal coordinates were scaled from a topographic map and have
 CA0665.an estimated accuracy of +/- 6 seconds.
 CA0665
 CA0665.The orthometric height was determined by differential leveling
 CA0665.and adjusted by the National Geodetic Survey in June 1991..
 CA0665
 CA0665.The geoid height was determined by GEOID03.
 CA0665
 CA0665.The dynamic height is computed by dividing the NAVD 88
 CA0665.geopotential number by the normal gravity value computed on the
 CA0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0665.degrees latitude (g = 980.6199 gals.).
 CA0665
 CA0665.The modeled gravity was interpolated from observed gravity values.
 CA0665
 CA0665;                    North         East    Units  Estimated Accuracy
 CA0665;SPC TX C     - 3,256,240.      742,590.      MT  (+/- 180 meters Scaled)
 CA0665
 CA0665                          SUPERSEDED SURVEY CONTROL
 CA0665
 CA0665  NGVD 29 (??/??/92)  571.871  (m)         1876.21   (f) ADJ UNCH    2 0
 CA0665
 CA0665.Superseded values are not recommended for survey control.
 CA0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0665.See file dsdata.txt to determine how the superseded data were derived.
 CA0665
 CA0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA165382(NAD 83)
 CA0665_MARKER: DR = REFERENCE MARK DISK
 CA0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0665_STAMPING: TERS NO 1 1961
 CA0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0665+STABILITY: SURFACE MOTION
 CA0665
 CA0665  HISTORY     - Date     Condition        Report By
 CA0665  HISTORY     - 1961     MONUMENTED       CGS
 CA0665
 CA0665                          STATION DESCRIPTION
 CA0665
 CA0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CA0665'5.8 MI E FROM WINTERS.
 CA0665'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0665'THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 4.9 MILES EAST
 CA0665'ALONG FARM ROAD 1770, 101.5 FEET WEST OF A TRIANGULATION STATION, 98
 CA0665'FEET WEST OF A METAL WITNESS POST WITH SIGN, 2 FEET EAST OF A
 CA0665'NORTH-SOUTH FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4
 CA0665'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0664 ***********************************************************************
 CA0664  DESIGNATION -  TERS RM 2
 CA0664  PID         -  CA0664
 CA0664  STATE/COUNTY-  TX/RUNNELS
 CA0664  USGS QUAD   -  WINTERS (1987)
 CA0664
 CA0664                         *CURRENT SURVEY CONTROL
 CA0664  ___________________________________________________________________
 CA0664* NAD 83(1986)-  31 58 40.     (N)    099 52 55.     (W)     SCALED    
 CA0664* NAVD 88     -       572.467  (meters)    1878.17   (feet)  ADJUSTED  
 CA0664  ___________________________________________________________________
 CA0664  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CA0664  DYNAMIC HT  -         571.720 (meters)    1875.72  (feet)  COMP
 CA0664  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 CA0664
 CA0664  VERT ORDER  -  SECOND    CLASS 0
 CA0664
 CA0664.The horizontal coordinates were scaled from a topographic map and have
 CA0664.an estimated accuracy of +/- 6 seconds.
 CA0664
 CA0664.The orthometric height was determined by differential leveling
 CA0664.and adjusted by the National Geodetic Survey in June 1991..
 CA0664
 CA0664.The geoid height was determined by GEOID03.
 CA0664
 CA0664.The dynamic height is computed by dividing the NAVD 88
 CA0664.geopotential number by the normal gravity value computed on the
 CA0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0664.degrees latitude (g = 980.6199 gals.).
 CA0664
 CA0664.The modeled gravity was interpolated from observed gravity values.
 CA0664
 CA0664;                    North         East    Units  Estimated Accuracy
 CA0664;SPC TX C     - 3,256,300.      742,660.      MT  (+/- 180 meters Scaled)
 CA0664
 CA0664                          SUPERSEDED SURVEY CONTROL
 CA0664
 CA0664  NGVD 29 (??/??/92)  572.352  (m)         1877.79   (f) ADJ UNCH    2 0
 CA0664
 CA0664.Superseded values are not recommended for survey control.
 CA0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0664.See file dsdata.txt to determine how the superseded data were derived.
 CA0664
 CA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA166383(NAD 83)
 CA0664_MARKER: DR = REFERENCE MARK DISK
 CA0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0664_STAMPING: TERS NO 2 1961
 CA0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0664+STABILITY: SURFACE MOTION
 CA0664
 CA0664  HISTORY     - Date     Condition        Report By
 CA0664  HISTORY     - 1961     MONUMENTED       CGS
 CA0664
 CA0664                          STATION DESCRIPTION
 CA0664
 CA0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CA0664'5.8 MI E FROM WINTERS.
 CA0664'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0664'THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 4.9 MILES EAST
 CA0664'ALONG FARM ROAD 1770, 44.5 FEET NORTH OF A TRIANGULATION STATION, 41.5
 CA0664'FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE
 CA0664'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2781 ***********************************************************************
 AX2781  DESIGNATION -  TESCH
 AX2781  PID         -  AX2781
 AX2781  STATE/COUNTY-  TX/LAVACA
 AX2781  USGS QUAD   -  OAKLAND (1981)
 AX2781
 AX2781                         *CURRENT SURVEY CONTROL
 AX2781  ___________________________________________________________________
 AX2781* NAD 83(1993)-  29 31 15.40076(N)    096 45 14.53539(W)     ADJUSTED  
 AX2781* NAVD 88     -        98.2    (meters)     322.     (feet)  VERTCON   
 AX2781  ___________________________________________________________________
 AX2781  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AX2781  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX2781
 AX2781  HORZ ORDER  -  FIRST
 AX2781
 AX2781.The horizontal coordinates were established by classical geodetic methods
 AX2781.and adjusted by the National Geodetic Survey in February 1996..
 AX2781
 AX2781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2781
 AX2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2781
 AX2781.The geoid height was determined by GEOID03.
 AX2781
 AX2781;                    North         East     Units Scale Factor Converg.
 AX2781;SPC TXSC     - 4,189,122.556   817,695.788   MT  0.99986849   +1 06 01.2
 AX2781;SPC TXSC     -13,743,812.92  2,682,723.60   sFT  0.99986849   +1 06 01.2
 AX2781;UTM  14      - 3,267,807.013   717,679.595   MT  1.00018471   +1 06 25.6
 AX2781
 AX2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2781!SPC TXSC     -   0.99998885  x   0.99986849  =   0.99985734
 AX2781!UTM  14      -   0.99998885  x   1.00018471  =   1.00017356
 AX2781
 AX2781|---------------------------------------------------------------------|
 AX2781| PID    Reference Object                     Distance      Geod. Az  |
 AX2781|                                                           dddmmss.s |
 AX2781| CV6857 TESCH RM 1                           58.062 METERS 05947     |
 AX2781| CV6858 TESCH RM 2                           43.608 METERS 14758     |
 AX2781| AX2760 HALLETTSVILLE LAVACA CO CTHSE       APPROX.20.2 KM 2452221.4 |
 AX2781| AX2759 HALLETTSVILLE MUNICIPAL TANK        APPROX.19.9 KM 2452943.7 |
 AX2781| CV6856 TESCH AZ MK                                        2471114.5 |
 AX2781| AX2757 ST MARYS CHURCH SPIRE               APPROX.24.9 KM 2510726.5 |
 AX2781|---------------------------------------------------------------------|
 AX2781
 AX2781                          SUPERSEDED SURVEY CONTROL
 AX2781
 AX2781  NAD 83(1986)-  29 31 15.41436(N)    096 45 14.52242(W) AD(       ) 1
 AX2781  NAD 27      -  29 31 14.55200(N)    096 45 13.60700(W) AD(       ) 1
 AX2781  NGVD 29 (07/19/86)   98.2    (m)          322.     (f) VERT ANG       
 AX2781
 AX2781.Superseded values are not recommended for survey control.
 AX2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2781.See file dsdata.txt to determine how the superseded data were derived.
 AX2781
 AX2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT1768067807(NAD 83)
 AX2781_MARKER: DS = TRIANGULATION STATION DISK
 AX2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2781_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2781
 AX2781  HISTORY     - Date     Condition        Report By
 AX2781  HISTORY     - 1943     MONUMENTED       CGS
 AX2781  HISTORY     - 1963     GOOD             CGS
 AX2781  HISTORY     - 1980     GOOD             NGS
 AX2781  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX2781  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX2781
 AX2781                          STATION DESCRIPTION
 AX2781
 AX2781'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2781'ABOUT 12 MILES NE OF HALLETTSVILLE AND 3-1/2 MILES NE OF
 AX2781'SUBLIME, ON LAND OWNED BY THE TESCH ESTATE.  THE STATION
 AX2781'IS ABOUT 225 YARDS SE OF THE TESCH HOUSE, ABOUT 190 FEET
 AX2781'W OF A BOARD GATE AND 145 FEET N OF A DIVISION FENCE.  THE
 AX2781'MARK IS ABOUT 50 FEET W OF A GROVE OF TREES.  THE MARK PROJECTS
 AX2781'3 INCHES AND IS STAMPED TESCH 1943.
 AX2781'
 AX2781'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2781'DISKS SET IN CONCRETE.
 AX2781'
 AX2781'REFERENCE MARK NO. 1 IS E OF THE STATION, 6 FEET S OF BOARD
 AX2781'GATE.  THE MARK PROJECTS 3 INCHES AND IS IN THE FENCE LINE.
 AX2781'
 AX2781'REFERENCE MARK NO. 2 IS S OF THE STATION IN THE FENCE LINE,
 AX2781'12 FEET E OF A 9-INCH TREE.  THE MARK PROJECTS 6 INCHES.
 AX2781'
 AX2781'THE AZIMUTH MARK IS 0.25 MILE W OF THE STATION, 12 FEET S
 AX2781'OF THE CENTER LINE OF THE ROAD, 24 FEET SW OF 25-INCH POST
 AX2781'OAK TREE.  THE MARK PROJECTS 8 INCHES AND IS IN THE FENCE
 AX2781'LINE.  REACHED FROM THE STATION BY GOING 0.1 MILE TO HOUSE,
 AX2781'THEN 0.15 MILE W TOWARDS MAIN ROAD TO AZIMUTH MARK ON S
 AX2781'SIDE OF ROAD.
 AX2781'
 AX2781'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 AX2781'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 AX2781'
 AX2781'REACHED FROM THE STOP LIGHT IN WEIMAR ON U.S. 90 AT THE E
 AX2781'END OF THE DEPOT BY GOING S ON GRAVELED ROAD 0.4 MILE TO
 AX2781'TURN LEFT.  TURN LEFT, E, AND FOLLOW MAIN-TRAVELED ROAD
 AX2781'FOR 5.6 MILES TO A T-ROAD.  TAKE LEFT FORK FOR 2.0 MILES
 AX2781'TO CROSSROADS.  CONTINUE STRAIGHT AHEAD AT CROSSROADS FOR
 AX2781'0.8 MILE TO FORKS.  CONTINUE STRAIGHT AHEAD ON LEFT FORK
 AX2781'AND GO 0.5 MILE TO ANOTHER FORK.  TAKE LEFT FORK AND GO
 AX2781'4.3 MILES TO RIGHT TURN IN ROAD, TWO MAIL BOXES ON RIGHT,
 AX2781'AND CATTLE GUARD GATE ON THE LEFT.  GO THROUGH CATTLE GUARD
 AX2781'AND FOLLOW MAIN-TRAVELED ROAD 0.7 MILE TO MR. ERNEST TESCHS
 AX2781'HOUSE.  GO THROUGH BOARD GATE AT SE CORNER OF GARDEN AND
 AX2781'GO 0.1 MILE SE ACROSS PASTURE TO STATION SITE.
 AX2781'
 AX2781'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 AX2781
 AX2781                          STATION RECOVERY (1963)
 AX2781
 AX2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2781'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 AX2781'GOOD CONDITION AS DESCRIBED.  BEGINNING AT INTERSECTION
 AX2781'OF U.S. 90 AND U.S. 77 IN CENTER OF HALLETTSVILLE GO E ON
 AX2781'U.S. 90A 8.5 MILES TO SUBLINE, CONTINUE E ON U.S. 90A 4.2
 AX2781'MILES TO INTERSECTION FM 155 LEFT TURN LEFT (N) ON F.M. 155
 AX2781'AND GO 2.7 MILES TO GRAVEL ROAD LEFT.  TURN LEFT AND GO
 AX2781'0.1 MILES TO TOP OF RISE.  STATION IS APPROXIMATELY 200 FT
 AX2781'N OF THIS POINT.  CONTINUE 0.2 MILES ON GRAVEL ROAD TO AZIMUTH
 AX2781'ON LEFT.
 AX2781
 AX2781                          STATION RECOVERY (1980)
 AX2781
 AX2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2781'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 AX2781'WERE RECOVERED IN GOOD CONDITION.
 AX2781'THE DIRECTIONS AND DISTANCES ARE BEING COMPARED TO THE
 AX2781'1954 DATA.
 AX2781'
 AX2781'THE DIRECTION TO REFERENCE MARK 1 CHECKED AND THE
 AX2781'DISTANCE WAS LONGER BY 0.008 METERS.
 AX2781'THE DIRECTION TO REFERENCE MARK 2 WAS SMALLER
 AX2781'BY 03 MINUTES 29 SECONDS AND THE DISTANCE
 AX2781'WAS SHORTER BY 0.005 METERS.
 AX2781'A NEW DESCRIPTION FOLLOWS.
 AX2781'
 AX2781'THE STATION IS LOCATED ABOUT 12-1/4 MILES NORTHEAST
 AX2781'OF HALLETTSVILLE,
 AX2781'4.3 MILES NORTHEAST OF SUBLIME,
 AX2781'5.0 MILES NORTHWEST OF SHERIDAN AND ON PROPERTY
 AX2781'OWNED BY MR. TESCH WHO LIVES IN THE HOUSE AT THE STATION.
 AX2781'
 AX2781'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 AX2781'OF SUBLIME, GO EAST ON U.S. HIGHWAY 90A FOR 4.1 MILES TO
 AX2781'FARM ROAD 155 ON THE LEFT.
 AX2781'TURN LEFT AND GO 2.75 MILES TO A GRAVELED ROAD ON
 AX2781'THE LEFT.  CONTINUE NORTH ON FARM ROAD 155 FOR 0.3 MILES TO A
 AX2781'GRAVEL DRIVE AND A CATTLE GUARD ON THE LEFT.
 AX2781'TURN LEFT AND GO ABOUT 200 FEET,
 AX2781'HERE BEAR SOUTHWEST ACROSS FIELD FOR 0.15 MILES TO THE STATION
 AX2781'AS DESCRIBED.
 AX2781'
 AX2781'THE STATION IS A STANDARD USC AND GS DISK
 AX2781'STAMPED---TESCH 1943---,
 AX2781'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 29 CM ON A SIDE
 AX2781'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2781'36 FEET SOUTHWEST FROM A 20-INCH LIVE OAK TREE AND
 AX2781'34 FEET WEST-NORTHWEST FROM A 3-INCH OAK TREE.
 AX2781'THE UNDERGROUND MARK IS A STANDARD USC AND GS DISK
 AX2781'STAMPED---TESCH 1943---,
 AX2781'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS
 AX2781'BELOW THE SURFACE,
 AX2781'AS STATED IN 1943 DESCRIPTION.
 AX2781'
 AX2781'REFERENCE MARK NUMBER 1 IS A STANDARD USC AND GS DISK
 AX2781'STAMPED---TESCH NO 1 1943---,
 AX2781'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 31 CM ON A SIDE
 AX2781'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2781'53 FEET NORTHEAST FROM A 20-INCH LIVE OAK TREE,
 AX2781'26 FEET NORTH-NORTHWEST FROM A 7-INCH OAK TREE AND
 AX2781'1 FOOT EAST FROM NORTH-SOUTH FENCE.
 AX2781'MARK IS BELOW STATION 0.05 METERS.
 AX2781'
 AX2781'REFERENCE MARK NUMBER 2 IS A STANDARD USC AND GS DISK
 AX2781'STAMPED---TESCH NO 2 1943---,
 AX2781'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AX2781'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2781'38 FEET NORTHWEST FROM THE CENTER OF A DIRT ROAD,
 AX2781'12 FEET NORTHEAST FROM A 12-INCH LIVE OAK TREE AND
 AX2781'2 FEET NORTHWEST FROM A FENCE.
 AX2781'MARK IS BELOW STATION 0.3 METERS.
 AX2781'
 AX2781'AZIMUTH MARK NUMBER 1 IS A STANDARD USC AND GS DISK
 AX2781'STAMPED---TESCH 1943---,
 AX2781'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 31 CM ON A SIDE
 AX2781'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2781'27 FEET SOUTH-SOUTHEAST FROM CENTER OF THE ROAD,
 AX2781'30 FEET WEST FROM A 25-INCH OAK TREE AND
 AX2781'2.6 FEET NORTH-NORTHWEST FROM A NORTH-SOUTH FENCE.
 AX2781'
 AX2781'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.1 METERS.
 AX2781
 AX2781                          STATION RECOVERY (1997)
 AX2781
 AX2781'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2781'MARK NOT FOUND.
 AX2781
 AX2781                          STATION RECOVERY (2004)
 AX2781
 AX2781'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2781'R-1 NOT FOUND
 AX2781'R-2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0873 ***********************************************************************
 EN0873  DESIGNATION -  TESTON
 EN0873  PID         -  EN0873
 EN0873  STATE/COUNTY-  TX/HALE
 EN0873  USGS QUAD   -  HALE CENTER (1968)
 EN0873
 EN0873                         *CURRENT SURVEY CONTROL
 EN0873  ___________________________________________________________________
 EN0873* NAD 83(1993)-  34 04 46.38875(N)    101 52 29.00551(W)     ADJUSTED  
 EN0873* NAVD 88     -      1049.5    (meters)    3443.     (feet)  VERTCON   
 EN0873  ___________________________________________________________________
 EN0873  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 EN0873  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 EN0873
 EN0873  HORZ ORDER  -  FIRST
 EN0873
 EN0873.The horizontal coordinates were established by classical geodetic methods
 EN0873.and adjusted by the National Geodetic Survey in February 1996..
 EN0873
 EN0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0873
 EN0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0873
 EN0873.The geoid height was determined by GEOID03.
 EN0873
 EN0873;                    North         East     Units Scale Factor Converg.
 EN0873;SPC TXNC     - 2,272,584.082   288,560.959   MT  1.00003344   -1 50 26.0
 EN0873;SPC TXNC     - 7,455,969.61    946,720.41   sFT  1.00003344   -1 50 26.0
 EN0873;UTM  14      - 3,774,707.448   234,731.494   MT  1.00046752   -1 36 42.4
 EN0873
 EN0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0873!SPC TXNC     -   0.99983930  x   1.00003344  =   0.99987274
 EN0873!UTM  14      -   0.99983930  x   1.00046752  =   1.00030675
 EN0873
 EN0873:                Primary Azimuth Mark                     Grid Az
 EN0873:SPC TXNC     -  PLAINVIEW HALE CO CTHSE DOME             055 25 22.0
 EN0873:UTM  14      -  PLAINVIEW HALE CO CTHSE DOME             055 11 38.4
 EN0873
 EN0873|---------------------------------------------------------------------|
 EN0873| PID    Reference Object                     Distance      Geod. Az  |
 EN0873|                                                           dddmmss.s |
 EN0873| EN0860 PLAINVIEW HALE CO CTHSE DOME        APPROX.19.7 KM 0533456.0 |
 EN0873| CJ8627 TESTON AZ MK                                       0802755.8 |
 EN0873| EN0876 VOR PLAINVIEW RADIO PVW             APPROX. 7.8 KM 0843459.5 |
 EN0873| CJ8630 TESTON RM 3                          73.948 METERS 09117     |
 EN0873| CJ8628 TESTON RM 1 AZIMUTH                                09251     |
 EN0873| CJ6560 HALE CTR TEX ELEV NW GABLE                         1163335.0 |
 EN0873| EN0872 HALE CENTER MUNICIPAL TANK          APPROX. 3.2 KM 1193647.4 |
 EN0873| CJ8629 TESTON RM 2                          19.409 METERS 20751     |
 EN0873| CJ8631 TESTON RM 4                          63.789 METERS 26856     |
 EN0873| EN0877 TESTON 1932 ECC                      25.108 METERS 30520     |
 EN0873| EN0874 TESTON RM 5                          14.269 METERS 35944     |
 EN0873|---------------------------------------------------------------------|
 EN0873
 EN0873                          SUPERSEDED SURVEY CONTROL
 EN0873
 EN0873  NAD 83(1986)-  34 04 46.39478(N)    101 52 28.99970(W) AD(       ) 1
 EN0873  NAD 27      -  34 04 46.13600(N)    101 52 27.35900(W) AD(       ) 1
 EN0873  NGVD 29 (07/19/86) 1049.1    (m)         3442.     (f) VERT ANG       
 EN0873
 EN0873.Superseded values are not recommended for survey control.
 EN0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0873.See file dsdata.txt to determine how the superseded data were derived.
 EN0873
 EN0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3473174707(NAD 83)
 EN0873_MARKER: DS = TRIANGULATION STATION DISK
 EN0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0873
 EN0873  HISTORY     - Date     Condition        Report By
 EN0873  HISTORY     - 1932     MONUMENTED       CGS
 EN0873  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EN0873  HISTORY     - 1963     GOOD             CGS
 EN0873  HISTORY     - 1964     GOOD             CGS
 EN0873  HISTORY     - 1975     SEE DESCRIPTION  NGS
 EN0873
 EN0873                          STATION DESCRIPTION
 EN0873
 EN0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0873'ABOUT 1/4 MILE W OF THE SW CORNER OF SECTION 21, BLOCK A2,
 EN0873'7-1/2 MILES S AND 10-1/2 MILES W OF PLAINVIEW, 1 MILE N AND
 EN0873'1.7 MILES W OF HALE CENTER, ON THE N SIDE OF THE ROAD, IN THE
 EN0873'E-W FENCE N OF A LANE WHICH PARALLELS THE ROAD, ON LAND BELONGING
 EN0873'TO MR. A.B. TESTON, AND 20.4 METERS (66.9 FEET) N OF DR. AND
 EN0873'MRS. BRIDGES GRAVE MONUMENT IN CEMETERY S OF ROAD.  TO REACH
 EN0873'STATION FROM HALE CENTER GO W FROM FIRST NATIONAL BANK 0.5
 EN0873'MILE TO ROAD LEADING N.  THENCE N 1.0 MILE TO E-W ROAD.  TURN
 EN0873'W AND GO 1.2 MILES TO CEMETERY AND STATION.
 EN0873'
 EN0873'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 EN0873'SET IN CONCRETE.
 EN0873'
 EN0873'REFERENCE MARK NO. 1 IS IN FENCE CORNER IN SE CORNER OF INTERSECTION
 EN0873'OF 2 ROADS, DIAGONALLY ACROSS FROM A SMALL HOUSE NW OF AN
 EN0873'IRON-PIPE CORNER POST, AND 0.21 MILE (BY SPEEDOMETER) FROM
 EN0873'STATION, S 87 DEG 09 MIN E.
 EN0873'
 EN0873'REFERENCE MARK NO. 2 IS 1 FOOT S OF THE FENCE S OF THE ROAD,
 EN0873'IN THE CEMETERY, 34 FEET W OF THE BRIDGES MONUMENT, AND 19.44
 EN0873'METERS (63.8 FEET) FROM STATION, S 27 DEG 50 MIN W.
 EN0873'
 EN0873'BEARING FROM STATION TO HALE CENTER, MUNICIPAL WATER TANK,
 EN0873'FINIAL, IS S 60 DEG 23 MIN E.
 EN0873'
 EN0873'IN 1933 THE WIDENING OF THE PUBLIC ROAD NECESSITATED LOWERING THE
 EN0873'MARKS BY THE COUNTY SURVEYOR.  MARKS ARE NOW 1 FOOT BELOW SURFACE
 EN0873'OF GRADED ROAD.  AN ADDITIONAL REFERENCE MARK, A STANDARD DISK
 EN0873'IN CONCRETE BLOCK 16 INCHES SQUARE AND 20 INCHES LONG, WAS
 EN0873'SET FLUSH WITH GROUND, 1 FOOT N OF N FENCE OF WIDENED LANE, IN
 EN0873'OPPOSITE DIRECTION FROM REFERENCE MARK NO. 2 AND 22.75 FEET
 EN0873'FROM STATION N 27 DEG 50 MIN E.
 EN0873
 EN0873                          STATION RECOVERY (1963)
 EN0873
 EN0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 EN0873'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN FAIR CONDITION.
 EN0873'A THOROUGH SEARCH WAS MADE FOR R.M. 1 BUT IT IS PRESUMED TO HAVE
 EN0873'BEEN DESTROYED BY PLOWING IN THE IMMEDIATE AREA.  THE AZIMUTH
 EN0873'MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 EN0873'
 EN0873'A NEW DESCRIPTION OF THE STATION FOLLOWS--THE STATION MARK IS
 EN0873'84.2 FEET SOUTHEAST OF A MOTOR DRIVEN WATER PUMP.  32.5 FEET
 EN0873'NORTH OF THE CENTER-LINE OF THE ROAD AND ON THE SOUTH EDGE OF
 EN0873'A PLOWED FIELD AND 66.9 FEET NORTH OF THE GRAVE STONE OF DR.
 EN0873'AND MRS. BRIDGES.
 EN0873'
 EN0873'REFERENCE MARK 2 IS NOW PROJECTING ABOUT 14 INCHES ABOVE
 EN0873'GROUND.
 EN0873'
 EN0873'A BENCH MARK DISK STAMPED TESTON 1932 WAS FOUND UPROOTED ON
 EN0873'THE EDGE OF THE PLOWED FIELD NEXT TO THE MARK.
 EN0873
 EN0873                          STATION RECOVERY (1964)
 EN0873
 EN0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0873'THE SURFACE AND UNDERGROUND STATION MARKS RECOVERED IN GOOD
 EN0873'CONDITION.  THE SURFACE MARK WAS LOWERED TO 17 INCHES BELOW THE
 EN0873'SURFACE.  REFERENCE MARK 1 AND A REFERENCE MARK THE COUNTY SURVEYOR
 EN0873'SET WERE FOUND ON THEIR SIDES IN THE EDGE OF THE FIELD.  REFERENCE
 EN0873'MARK 2 IS STILL IN PLACE BUT NOW PROJECTS 19 INCHES ABOVE THE
 EN0873'SURFACE.  TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE
 EN0873'ESTABLISHED.  THE STATION IS UNDER A POWER LINE SO ALL MAIN
 EN0873'SCHEME STATIONS WERE OBSERVED ECCENTRIC.  A COMPLETE DESCRIPTION
 EN0873'FOLLOWS.
 EN0873'
 EN0873'STATION IS LOCATED, AIRLINE, ABOUT 12-1/2 MILES SOUTHWEST OF
 EN0873'PLAINVIEW 2 MILES NORTHWEST OF HALE CENTER AND ON THE NORTH SIDE OF
 EN0873'THE ROAD AT THE HALE CENTER CEMETERY.
 EN0873'
 EN0873'TO REACH THE STATION FROM THE POST OFFICE IN HALE CENTER, GO WEST ON
 EN0873'FARM ROAD 1914 FOR 1.4 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, AND
 EN0873'GO 1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK.  TURN LEFT, WEST,
 EN0873'AND GO 0.25 MILE TO THE STATION ON THE RIGHT.
 EN0873'
 EN0873'STATION MARK IS A STANDARD DISK, STAMPED TESTON 1932 1964, SET IN
 EN0873'TOP OF A CONCRETE POST 12 INCHES SQUARE AND 17 INCHES BELOW THE
 EN0873'SURFACE OF THE GROUND.  IT IS 84.0 FEET SOUTHEAST OF CENTER OF PUMP
 EN0873'OVER A WELL, 68.1 FEET NORTH OF CENTER OF LARGE TOMBSTONE WITH
 EN0873'NAME BRIDGES, 50.0 FEET EAST OF CENTER OF FIELD ROAD AND 33.0 FEET
 EN0873'NORTH OF CENTERLINE OF MACADAM ROAD.
 EN0873'
 EN0873'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TESTON 1932 NO 2, SET IN
 EN0873'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 19 INCHES AND AT
 EN0873'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 34.5 FEET WEST
 EN0873'NORTHWEST OF TOMBSTONE BRIDGES, 23.2 FEET SOUTH OF CENTERLINE OF
 EN0873'MACADAM ROAD, 19.5 FEET WEST OF CENTER OF CEMETERY ROAD AND 4
 EN0873'FEET NORTH OF LINE OF TREES.
 EN0873'
 EN0873'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED TESTON NO 3 1932, SET IN
 EN0873'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES AND AT
 EN0873'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 114.0 FEET NORTHWEST
 EN0873'OF THE CENTER OF BRICK ARCHWAY ENTRANCE TO CEMETERY, 28.0 FEET NORTH
 EN0873'OF CENTERLINE INTERSECTION OF MAIN ROAD AND CEMETERY ROAD AND
 EN0873'2.0 FEET WEST OF A POWERLINE POLE.
 EN0873'
 EN0873'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED TESTON NO 4 1932, SET IN
 EN0873'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES AND AT
 EN0873'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 34.0 FEET NORTH
 EN0873'NORTHWEST OF CENTERLINE INTERSECTION OF MAIN ROAD AND WEST
 EN0873'CEMETERY ROAD AND 2.6 FEET EAST OF POWERLINE POLE.
 EN0873'
 EN0873'AZIMUTH MARK IS A STANDARD DISK, STAMPED TESTON 1932 1964, SET IN TOP
 EN0873'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 39.0
 EN0873'FEET EAST OF THE CENTERLINE OF GRADED ROAD, 2.5 FEET SOUTH OF THE
 EN0873'WEST ONE OF TWO POWERLINE POLES, 2.0 FEET NORTH OF A METAL WITNESS
 EN0873'POST AND SIGN AND 0.05 MILE NORTH OF A CROSSROAD.
 EN0873
 EN0873                          STATION RECOVERY (1975)
 EN0873
 EN0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EN0873'THE STATION MARK, REFERENCE MARKS 2, 3, 4 AND THE AZIMUTH
 EN0873'MARK WERE RECOVERED.  HALF OF THE DISK OF REFERENCE MARK 2 HAD
 EN0873'BEEN BROKEN OFF.  THE DIRECTION TO THE REFERENCE MARKS CHECKED
 EN0873'THE OLD DATA.  A DIFFERENCE OF 0.02 FEET OR 0.008 METERS SHORTER
 EN0873'IN THE DISTANCE TO REFERENCE MARK 2 AND A DIFFERENCE OF 0.03
 EN0873'FEET OR 0.010 METERS SHORTER IN THE DISTANCE TO REFERENCE MARK
 EN0873'3 WAS NOTED.  THE DISTANCE TO REFERENCE MARK 4 CHECKED THE OLD
 EN0873'DATA.  DUE TO THE STATIONS PROXIMITY TO A POWER LINE A
 EN0873'REFERENCE MARK 5 WAS ESTABLISHED AND OCCUPIED.  FOLLOWING IS A
 EN0873'NEW DESCRIPTION.
 EN0873'
 EN0873'THE STATION IS ABOUT 13 MILES SOUTHWEST OF PLAINVIEW, 9 MILES
 EN0873'SOUTHEAST OF HALFWAY, 2 MILES NORTHWEST OF HALE CENTER AND ON
 EN0873'PROPERTY OWNED BY KENNETH EDWARDS OF THE LONE STAR COMMUNITY,
 EN0873'TELEPHONE NUMBER 806-652-3749.
 EN0873'
 EN0873'TO REACH THE STATION FROM THE POST OFFICE IN HALE CENTER, GO WEST
 EN0873'ON FARM ROAD 1914 FOR 0.35 MILE TO THE JUNCTION WITH FARM ROAD
 EN0873'1424.  CONTINUE WEST ON FARM ROAD 1914 FOR 0.95 MILE TO A
 EN0873'CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.95 MILE
 EN0873'TO A CROSSROAD.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 EN0873'CONTINUE NORTH ON A GRADED ROAD FOR 0.05 MILE TO THE MARK ON THE
 EN0873'RIGHT.) TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.25 MILE TO
 EN0873'A CEMETERY ON THE LEFT AND THE STATION ON THE RIGHT.
 EN0873'
 EN0873'STATION MARK IS A STANDARD DISK, STAMPED TESTON 1932 1964,
 EN0873'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS
 EN0873'15 INCHES BELOW THE GROUND SURFACE.  IT IS 83.5 FEET SOUTHEAST
 EN0873'OF AN IRRIGATION WELL PUMP AND 33.0 FEET NORTH OF THE CENTER OF
 EN0873'A PAVED ROAD.
 EN0873'
 EN0873'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TON 1932 NO 2,
 EN0873'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 EN0873'PROJECTS 14-INCHES ABOVE THE GROUND.  IT IS 24.0 FEET SOUTH OF THE
 EN0873'CENTER OF THE PAVED ROAD, 17.0 FEET WEST OF THE CENTER OF A
 EN0873'CEMETERY DRIVEWAY AND ABOUT 2 FEET HIGHER THAN THE STATION.
 EN0873'
 EN0873'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED TESTON NO 3 1932,
 EN0873'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS
 EN0873'FLUSH WITH THE GROUND.  IT IS 28.0 FEET NORTH OF THE CENTER OF
 EN0873'THE PAVED ROAD, 2.2 FEET NORTHWEST OF A WITNESS POST, 1.5 FEET
 EN0873'WEST OF A POWER LINE POLE AND ABOUT 1 FOOT HIGHER THAN THE
 EN0873'STATION.
 EN0873'
 EN0873'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED TESTON NO 4 1932,
 EN0873'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS
 EN0873'3 INCHES BELOW THE GROUND SURFACE.  IT IS 29.0 FEET NORTH
 EN0873'OF THE CENTER OF THE PAVED ROAD, 2.5 FEET EAST OF A POWER LINE
 EN0873'POLE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 EN0873'
 EN0873'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED TESTON 1932 NO
 EN0873'5 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 EN0873'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 82.0 FEET
 EN0873'NORTH OF THE CENTER OF THE PAVED ROAD, 57.5 FEET EAST-SOUTHEAST
 EN0873'OF THE IRRIGATION WELL PUMP AND ABOUT THE SAME ELEVATION AS
 EN0873'THE STATION.
 EN0873'
 EN0873'AZIMUTH MARK IS A STANDARD DISK, STAMPED TESTON 1932 1964,
 EN0873'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 EN0873'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 39.0 FEET EAST OF THE
 EN0873'CENTER OF A GRADED ROAD, 2.0 FEET NORTH OF A WITNESS POST AND
 EN0873'1.8 FEET SOUTH OF A POWER LINE POLE.
 EN0873'
 EN0873'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 EN0873'
 EN0873'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 EN0873'NORTHWEST OF HALE CENTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0874 ***********************************************************************
 EN0874  DESIGNATION -  TESTON RM 5
 EN0874  PID         -  EN0874
 EN0874  STATE/COUNTY-  TX/HALE
 EN0874  USGS QUAD   -  HALE CENTER (1968)
 EN0874
 EN0874                         *CURRENT SURVEY CONTROL
 EN0874  ___________________________________________________________________
 EN0874* NAD 83(1993)-  34 04 46.85184(N)    101 52 29.00814(W)     ADJUSTED  
 EN0874* NAVD 88     -      1049.4    (meters)    3443.     (feet)  VERTCON   
 EN0874  ___________________________________________________________________
 EN0874  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 EN0874  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 EN0874
 EN0874  HORZ ORDER  -  FIRST
 EN0874
 EN0874.The horizontal coordinates were established by classical geodetic methods
 EN0874.and adjusted by the National Geodetic Survey in February 1996..
 EN0874
 EN0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0874
 EN0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0874
 EN0874.The geoid height was determined by GEOID03.
 EN0874
 EN0874;                    North         East     Units Scale Factor Converg.
 EN0874;SPC TXNC     - 2,272,598.346   288,561.350   MT  1.00003348   -1 50 26.0
 EN0874;SPC TXNC     - 7,456,016.41    946,721.70   sFT  1.00003348   -1 50 26.0
 EN0874;UTM  14      - 3,774,721.720   234,731.828   MT  1.00046751   -1 36 42.4
 EN0874
 EN0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0874!SPC TXNC     -   0.99983932  x   1.00003348  =   0.99987279
 EN0874!UTM  14      -   0.99983932  x   1.00046751  =   1.00030676
 EN0874
 EN0874:                Primary Azimuth Mark                     Grid Az
 EN0874:SPC TXNC     -  PLAINVIEW NORTHERN GAS MAST              008 17 26.0
 EN0874:UTM  14      -  PLAINVIEW NORTHERN GAS MAST              008 03 42.4
 EN0874
 EN0874|---------------------------------------------------------------------|
 EN0874| PID    Reference Object                     Distance      Geod. Az  |
 EN0874|                                                           dddmmss.s |
 EN0874| EN0870 PLAINVIEW NORTHERN GAS MAST         APPROX. 9.4 KM 0062700.0 |
 EN0874| CJ8627 TESTON AZ MK                                       0823610.6 |
 EN0874| CJ8630 TESTON RM 3                          75.700 METERS 10208     |
 EN0874| EN0873 TESTON                               14.269 METERS 17944     |
 EN0874| CJ8629 TESTON RM 2                          32.693 METERS 19558     |
 EN0874| CJ8631 TESTON RM 4                          65.556 METERS 25622     |
 EN0874|---------------------------------------------------------------------|
 EN0874
 EN0874                          SUPERSEDED SURVEY CONTROL
 EN0874
 EN0874  NAD 83(1986)-  34 04 46.85788(N)    101 52 29.00234(W) AD(       ) 1
 EN0874  NAD 27      -  34 04 46.59910(N)    101 52 27.36170(W) AD(       ) 1
 EN0874  NGVD 29 (07/19/86) 1049.0    (m)         3442.     (f) VERT ANG       
 EN0874
 EN0874.Superseded values are not recommended for survey control.
 EN0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0874.See file dsdata.txt to determine how the superseded data were derived.
 EN0874
 EN0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3473274722(NAD 83)
 EN0874_MARKER: DR = REFERENCE MARK DISK
 EN0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0874+STABILITY: SURFACE MOTION
 EN0874
 EN0874  HISTORY     - Date     Condition        Report By
 EN0874  HISTORY     - 1975     MONUMENTED       NGS
 EN0874
 EN0874                          STATION DESCRIPTION
 EN0874
 EN0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EN0874'THE STATION IS ABOUT 13 MILES SOUTHWEST OF PLAINVIEW, 9 MILES
 EN0874'SOUTHEAST OF HALFWAY, 2 MILES NORTHWEST OF HALE CENTER AND ON
 EN0874'PROPERTY OWNED BY KENNETH EDWARDS OF THE LONE STAR COMMUNITY,
 EN0874'TELEPHONE NUMBER 806-652-3749.
 EN0874'
 EN0874'TO REACH THE STATION FROM THE POST OFFICE IN HALE CENTER, GO
 EN0874'WEST ON FARM ROAD 1914 FOR 0.35 MILE TO THE JUNCTION WITH FARM
 EN0874'ROAD 1424.  CONTINUE WEST ON FARM ROAD 1914 FOR 0.95 MILE TO A
 EN0874'CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.95
 EN0874'MILE TO A CROSSROAD.  (TO REACH THE AZIMUTH MARK FROM THIS
 EN0874'POINT, CONTINUE NORTH ON A GRADED ROAD FOR 0.05 MILE TO THE
 EN0874'MARK ON THE RIGHT.) TURN LEFT AND GO WEST ON A PAVED ROAD FOR
 EN0874'0.25 MILE TO A CEMETARY ON THE LEFT AND THE STATION ON THE
 EN0874'RIGHT.
 EN0874'
 EN0874'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED TESTON
 EN0874'1932 NO 5 1975.  THE SURFACE DISK IS SET IN THE TOP OF A
 EN0874'12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS 18 INCHES BELOW
 EN0874'THE GROUND SURFACE.  IT IS 82.0 FEET NORTH OF THE CENTER OF A
 EN0874'PAVED ROAD AND 57.5 FEET EAST-SOUTHEAST OF AN IRRIGATION WELL
 EN0874'PUMP.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EN0874'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 EN0874'
 EN0874'TESTON 1932 1964, IS A STANDARD DISK, STAMPED TESTON 1932
 EN0874'1964, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT,
 EN0874'THAT IS 15 INCHES BELOW THE GROUND SURFACE.  THE STATION IS
 EN0874'83.5 FEET SOUTHEAST OF THE IRRIGATION WELL PUMP AND 33.0 FEET
 EN0874'NORTH OF THE PAVED ROAD.
 EN0874'
 EN0874'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TON 1932 RM 2,
 EN0874'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 EN0874'PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS 24.0 FEET SOUTH OF
 EN0874'THE CENTER OF THE PAVED ROAD, 17.0 FEET WEST OF THE CENTER OF A
 EN0874'CEMETARY DRIVEWAY AND ABOUT 2 FEET HIGHER THAN THE
 EN0874'STATION.  NOTE HALF OF THE DISK IS BROKEN OFF.
 EN0874'
 EN0874'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED TESTON NO 3 1932,
 EN0874'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS
 EN0874'FLUSH WITH THE GROUND.  IT IS 28.0 FEET NORTH OF THE CENTER OF
 EN0874'THE PAVED ROAD, 2.2 FEET NORTHWEST OF A WITNESS POST, 1.5 FEET
 EN0874'WEST OF A POWER LINE POLE AND ABOUT 1 FOOT HIGHER THAN THE
 EN0874'STATION.
 EN0874'
 EN0874'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED TESTON NO 4 1932,
 EN0874'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS
 EN0874'3 INCHES BELOW THE GROUND SURFACE.  IT IS 29.0 FEET NORTH OF
 EN0874'THE CENTER OF THE PAVED ROAD, 2.5 FEET EAST OF A POWER LINE
 EN0874'POLE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 EN0874'
 EN0874'AZIMUTH MARK IS A STANDARD DISK, STAMPED TESTON 1932 1964, SET
 EN0874'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 EN0874'3 INCHES ABOVE THE GROUND.  IT IS 39.0 FEET EAST OF THE CENTER
 EN0874'OF A GRADED ROAD, 2.0 FEET NORTH OF A WITNESS POST AND 1.8
 EN0874'FEET SOUTH OF A POWER LINE POLE.
 EN0874'
 EN0874'HEIGHT OF LIGHT ABOVE STATION MARK 22.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0470 ***********************************************************************
 CE0470  DESIGNATION -  TEX
 CE0470  PID         -  CE0470
 CE0470  STATE/COUNTY-  TX/EL PASO
 CE0470  USGS QUAD   -  CLINT NE (1995)
 CE0470
 CE0470                         *CURRENT SURVEY CONTROL
 CE0470  ___________________________________________________________________
 CE0470* NAD 83(1993)-  31 43 37.62333(N)    106 04 13.33164(W)     ADJUSTED  
 CE0470* NAVD 88     -      1278.     (meters)    4193.     (feet)  SCALED    
 CE0470  ___________________________________________________________________
 CE0470  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 CE0470  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CE0470
 CE0470  HORZ ORDER  -  FIRST
 CE0470
 CE0470.The horizontal coordinates were established by classical geodetic methods
 CE0470.and adjusted by the National Geodetic Survey in February 1996..
 CE0470
 CE0470.The orthometric height was scaled from a topographic map.
 CE0470
 CE0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0470
 CE0470.The geoid height was determined by GEOID03.
 CE0470
 CE0470;                    North         East     Units Scale Factor Converg.
 CE0470;SPC TX C     - 3,242,435.626   156,551.745   MT  0.99996177   -2 57 17.7
 CE0470;SPC TX C     -10,637,890.88    513,620.18   sFT  0.99996177   -2 57 17.7
 CE0470;UTM  13      - 3,510,687.521   398,596.899   MT  0.99972682   -0 33 46.5
 CE0470
 CE0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0470!SPC TX C     -   0.99980313  x   0.99996177  =   0.99976491
 CE0470!UTM  13      -   0.99980313  x   0.99972682  =   0.99953000
 CE0470
 CE0470:                Primary Azimuth Mark                     Grid Az
 CE0470:SPC TX C     -  TEX AZ MK                                191 24 53.1
 CE0470:UTM  13      -  TEX AZ MK                                189 01 21.9
 CE0470
 CE0470|---------------------------------------------------------------------|
 CE0470| PID    Reference Object                     Distance      Geod. Az  |
 CE0470|                                                           dddmmss.s |
 CE0470| CC7495 TEX AZ MK                                          1882735.4 |
 CE0470| CC7496 TEX RM 1                              7.968 METERS 23637     |
 CE0470| CE0468 EL PASO FORT WORTH AWY BCN 1        APPROX.13.3 KM 3213153.7 |
 CE0470| CC7497 TEX RM 2                              9.778 METERS 34126     |
 CE0470|---------------------------------------------------------------------|
 CE0470
 CE0470                          SUPERSEDED SURVEY CONTROL
 CE0470
 CE0470  NAD 83(1993)-  31 43 37.62923(N)    106 04 13.32725(W) AD(       ) 1
 CE0470  NAD 83(1986)-  31 43 37.62929(N)    106 04 13.32685(W) AD(       ) 1
 CE0470  NAD 27      -  31 43 37.22700(N)    106 04 11.41400(W) AD(       ) 1
 CE0470
 CE0470.Superseded values are not recommended for survey control.
 CE0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0470.See file dsdata.txt to determine how the superseded data were derived.
 CE0470
 CE0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR9859710688(NAD 83)
 CE0470_MARKER: DS = TRIANGULATION STATION DISK
 CE0470_SETTING: 66 = SET IN ROCK OUTCROP
 CE0470
 CE0470  HISTORY     - Date     Condition        Report By
 CE0470  HISTORY     - 1936     MONUMENTED       CGS
 CE0470  HISTORY     - 1955     GOOD             AMS
 CE0470
 CE0470                          STATION DESCRIPTION
 CE0470
 CE0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0470'STATION IS 15.3 MILES AIRLINE, E OF N, OF THE YSLETA RAILROAD
 CE0470'STATION, ON THE HIGHEST AND CENTER ONE OF THREE KNOLLS, WHICH
 CE0470'ARE COVERED WITH LOOSE GRAVEL AND LOW SCRUB.  STATION SITE IS
 CE0470'ON THE NORTHERNMOST POINT OF KNOLL.
 CE0470'
 CE0470'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 CE0470'IN DRILL HOLES IN OUTCROPPING BEDROCK.  THESE MARKS ARE SET
 CE0470'FLUSH.
 CE0470'
 CE0470'THE AZIMUTH MARK IS ON THE N SIDE OF A SANDY TRACK ROAD AND IS
 CE0470'18 FEET NE OF TELEPHONE POLE NO. 19/14.  IT IS A STANDARD BRONZE
 CE0470'DISK SET IN CONCRETE, IN THE TOP OF A TILE, AND PROJECTS ABOUT
 CE0470'6 INCHES.
 CE0470'
 CE0470'STATION WAS REACHED FROM A POINT 150 YARDS W OF YSLETA RAILROAD
 CE0470'STATION AT RAILROAD CROSSING.  GO N ON MACADAM ROAD 4.0 MILES
 CE0470'TO A POINT WHERE A DIRT ROAD COMES IN FROM THE E AND FOLLOWS E
 CE0470'ALONG TELEPHONE LINE.  GO E 12.7 MILES TO TELEPHONE POLE NO.
 CE0470'19/12.  LEAVE ROAD AND GO N ACROSS COUNTRY 1.5 MILES TO FOOT
 CE0470'OF KNOLL.  THIS ROAD IS VERY SANDY.  PACK NW UP SLOPE 150 YARDS
 CE0470'TO STATION.
 CE0470
 CE0470                          STATION RECOVERY (1955)
 CE0470
 CE0470'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0470'THE STATION MARK (A STANDARD DISK, STAMPED TEX 1936 AND SET IN
 CE0470'BEDROCK) WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  STATION IS
 CE0470'220 FT. NW OF A SADDLE, 328 FT. NE OF A LONE YUCCA, 328 FT. E-NE
 CE0470'OF A LONE YUCCA, AND 537 FT. E-NE OF A LONE YUCCA.
 CE0470'
 CE0470'REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.  AZIMUTH
 CE0470'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0525 ***********************************************************************
 BO0525  DESIGNATION -  TEX
 BO0525  PID         -  BO0525
 BO0525  STATE/COUNTY-  TX/CROCKETT
 BO0525  USGS QUAD   -  WILD HORSE CANYON (1982)
 BO0525
 BO0525                         *CURRENT SURVEY CONTROL
 BO0525  ___________________________________________________________________
 BO0525* NAD 83(1993)-  30 27 28.80559(N)    101 07 23.53613(W)     ADJUSTED  
 BO0525* NAVD 88     -       705.     (meters)    2313.     (feet)  SCALED    
 BO0525  ___________________________________________________________________
 BO0525  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 BO0525  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 BO0525
 BO0525  HORZ ORDER  -  SECOND
 BO0525
 BO0525.The horizontal coordinates were established by classical geodetic methods
 BO0525.and adjusted by the National Geodetic Survey in February 1996..
 BO0525
 BO0525.The orthometric height was scaled from a topographic map.
 BO0525
 BO0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0525
 BO0525.The geoid height was determined by GEOID03.
 BO0525
 BO0525;                    North         East     Units Scale Factor Converg.
 BO0525;SPC TX C     - 3,087,993.542   624,146.881   MT  0.99992640   -0 24 24.6
 BO0525;SPC TX C     -10,131,192.15  2,047,721.89   sFT  0.99992640   -0 24 24.6
 BO0525;UTM  14      - 3,371,452.596   296,145.850   MT  1.00011269   -1 04 35.9
 BO0525
 BO0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0525!SPC TX C     -   0.99989299  x   0.99992640  =   0.99981940
 BO0525!UTM  14      -   0.99989299  x   1.00011269  =   1.00000567
 BO0525
 BO0525|---------------------------------------------------------------------|
 BO0525| PID    Reference Object                     Distance      Geod. Az  |
 BO0525|                                                           dddmmss.s |
 BO0525| CH9727 TEX RM 1                             26.306 METERS 07551     |
 BO0525| CH9726 TEX AZ MK                                          1874341.8 |
 BO0525| CH9728 TEX RM 2                             27.982 METERS 33948     |
 BO0525|---------------------------------------------------------------------|
 BO0525
 BO0525                          SUPERSEDED SURVEY CONTROL
 BO0525
 BO0525  NAD 83(1986)-  30 27 28.80743(N)    101 07 23.52709(W) AD(       ) 2
 BO0525  NAD 27      -  30 27 28.15800(N)    101 07 22.14500(W) AD(       ) 2
 BO0525
 BO0525.Superseded values are not recommended for survey control.
 BO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0525.See file dsdata.txt to determine how the superseded data were derived.
 BO0525
 BO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU9614671453(NAD 83)
 BO0525_MARKER: DS = TRIANGULATION STATION DISK
 BO0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0525_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0525
 BO0525  HISTORY     - Date     Condition        Report By
 BO0525  HISTORY     - 1944     MONUMENTED       CGS
 BO0525  HISTORY     - 1949     GOOD             LOCENG
 BO0525
 BO0525                          STATION DESCRIPTION
 BO0525
 BO0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0525'STATION IS LOCATED 19 MILES (AIR LINE) SSE OF OZONA AND ABOUT 11
 BO0525'MILES N OF THE CROCKETT-VAL VERDE COUNTY LINE, ON A LOW RIDGE ABOUT
 BO0525'0.1 MILE E OF STATE HIGHWAY 163.  IT IS ON THE HIGHEST POINT OF
 BO0525'THE RIDGE AND 7 FEET NW OF A 4- BY 4-INCH WOODEN WITNESS POST.
 BO0525'
 BO0525'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 BO0525'CYLINDER THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 BO0525'STAMPED TEX 1944.  UNDERGROUND MARK IS 24 IN. UNDERGROUND.
 BO0525'
 BO0525'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 BO0525'CYLINDER THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 BO0525'STAMPED TEX NO 1 1944.
 BO0525'
 BO0525'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 BO0525'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT
 BO0525'IS STAMPED TEX NO 2 1944.
 BO0525'
 BO0525'AZIMUTH MARK IS 42 FEET W OF THE CENTER LINE OF STATE HIGHWAY
 BO0525'163, 18 FEET W OF A FENCELINE, AND 3 FEET NE OF A 4- BY 4-INCH
 BO0525'WOODEN WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN A
 BO0525'SQUARE-TOPPED CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE
 BO0525'THE GROUND.  IT IS STAMPED TEX 1944.
 BO0525'
 BO0525'TO REACH STATION FROM THE SQUARE IN OZONA, GO S ON STATE HIGHWAY
 BO0525'163 FOR 14.6 MILES TO CURVE TO LEFT IN HIGHWAY AND JUNCTION
 BO0525'OF GRAVEL ROAD S AT SIGN JUNO 30.  CONTINUE SE ON HIGHWAY 163
 BO0525'FOR 4.8 MILES TO A BOARD GATE ON LEFT AND A BUMPER GATE ON THE
 BO0525'RIGHT.  TURN LEFT OFF HIGHWAY THROUGH GATE AND FOLLOW DIM TRACK
 BO0525'ROAD NE FOR 0.15 MILE TO TOP OF RIDGE AND STATION.
 BO0525'
 BO0525'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 BO0525
 BO0525                          STATION RECOVERY (1949)
 BO0525
 BO0525'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0525'LETTER OF MR. F.D. TOTZKE, MAGNOLIA PETROLEUM CO., ELDORADO,
 BO0525'TEXAS, DATED 8/8/49--
 BO0525'
 BO0525'THE CONDITION OF THE STATION AND REFERENCE MARKS WAS GOOD.
 BO0525'DESCRIPTION FOR REACHING THE STATION IS GOOD, BUT FOUND THE
 BO0525'WOODEN GATE LOCKED WITH NO MEANS OF ENTRANCE, ON THE LEFT, OR
 BO0525'E SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1645 ***********************************************************************
 AW1645  DESIGNATION -  TEX 2
 AW1645  PID         -  AW1645
 AW1645  STATE/COUNTY-  TX/GALVESTON
 AW1645  USGS QUAD   -  GALVESTON (1994)
 AW1645
 AW1645                         *CURRENT SURVEY CONTROL
 AW1645  ___________________________________________________________________
 AW1645* NAD 83(1993)-  29 21 54.02926(N)    094 48 37.48442(W)     ADJUSTED  
 AW1645* NAVD 88     -         3.75   (+/-2cm)      12.3    (feet)  VERTCON   
 AW1645  ___________________________________________________________________
 AW1645  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW1645  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AW1645  OBS GRAVITY -     979,265.8   (mgal)                       GRAV_OBS
 AW1645
 AW1645  HORZ ORDER  -  SECOND
 AW1645  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1645
 AW1645.The horizontal coordinates were established by classical geodetic methods
 AW1645.and adjusted by the National Geodetic Survey in February 1996..
 AW1645
 AW1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1645.The vertical order pertains to the NGVD 29 superseded value.
 AW1645
 AW1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1645
 AW1645.The geoid height was determined by GEOID03.
 AW1645.The observed gravity was obtained from relative gravimeter ties
 AW1645.to the IGSN71 gravity network.
 AW1645
 AW1645;                    North         East     Units Scale Factor Converg.
 AW1645;SPC TXSC     - 4,177,034.452 1,006,643.838   MT  0.99986338   +2 03 09.1
 AW1645;SPC TXSC     -13,704,153.86  3,302,630.66   sFT  0.99986338   +2 03 09.1
 AW1645;UTM  15      - 3,249,788.182   324,273.733   MT  0.99998104   -0 53 16.8
 AW1645
 AW1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1645!SPC TXSC     -   1.00000361  x   0.99986338  =   0.99986699
 AW1645!UTM  15      -   1.00000361  x   0.99998104  =   0.99998465
 AW1645
 AW1645|---------------------------------------------------------------------|
 AW1645| PID    Reference Object                     Distance      Geod. Az  |
 AW1645|                                                           dddmmss.s |
 AW1645| AW1646 TEX 2 RM 3                           30.289 METERS 04136     |
 AW1645| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 4.2 KM 0871904.4 |
 AW1645| AW1339 TRAVIS RESET                        APPROX. 5.2 KM 0881020.0 |
 AW1645| AW1644 C 1138                              102.729 METERS 20517     |
 AW1645| AW5803 CG 9                                APPROX.16.8 KM 2142706.4 |
 AW1645| AW5928 TEX 2 1963 RM 1                      30.702 METERS 30117     |
 AW1645|---------------------------------------------------------------------|
 AW1645
 AW1645                          SUPERSEDED SURVEY CONTROL
 AW1645
 AW1645  NAD 83(1986)-  29 21 54.04451(N)    094 48 37.46519(W) AD(       ) 2
 AW1645  NAD 27      -  29 21 53.19696(N)    094 48 36.75915(W) AD(       ) 2
 AW1645  NGVD 29 (??/??/92)    3.747  (m)           12.29   (f) ADJ UNCH    1 2
 AW1645
 AW1645.Superseded values are not recommended for survey control.
 AW1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1645.See file dsdata.txt to determine how the superseded data were derived.
 AW1645
 AW1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2427449788(NAD 83)
 AW1645_MARKER: DS = TRIANGULATION STATION DISK
 AW1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1645_STAMPING: TEX 2 1963
 AW1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1645+STABILITY: SURFACE MOTION
 AW1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1645+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 AW1645
 AW1645  HISTORY     - Date     Condition        Report By
 AW1645  HISTORY     - 1963     MONUMENTED       CGS
 AW1645  HISTORY     - 1964     GOOD             CGS
 AW1645  HISTORY     - 1965     GOOD             CGS
 AW1645  HISTORY     - 1970     GOOD             LOCENG
 AW1645  HISTORY     - 1973     GOOD             NGS
 AW1645  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AW1645  HISTORY     - 1974     GOOD             NGS
 AW1645  HISTORY     - 1978     GOOD             NGS
 AW1645  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1645  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1645  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1645  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1645  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1645  HISTORY     - 1989     GOOD             USPSQD
 AW1645  HISTORY     - 1990     GOOD             USPSQD
 AW1645  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW1645  HISTORY     - 20020310 GOOD             USPSQD
 AW1645  HISTORY     - 20031013 GOOD             USPSQD
 AW1645  HISTORY     - 20060411 GOOD             USCG
 AW1645
 AW1645                          STATION DESCRIPTION
 AW1645
 AW1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW1645'LOCATED NEAR THE EAST END OF THE TEXAS CITY DIKE, 162 FT.
 AW1645'WEST OF THE HWL 122.3 FT. NORTH OF THE NORTHEAST CORNER
 AW1645'OF A LARGE, LONE GALVANIZED TIN COVERED BUILDING.  99.5
 AW1645'FT. SOUTH-SOUTHWEST OF A GUYED, CORNER, POWER POLE, 75.0
 AW1645'FT. SOUTH OF THE CENTERLINE OF THE ROAD.
 AW1645'
 AW1645'A STANDARD DISK STAMPED TEX 2 1963 SET IN THE TOP OF A 12
 AW1645'INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW1645'
 AW1645'R.M. 1 IS EAST-NORTHEAST OF THE STATION, 83 FT. SOUTH-SOUTHEAST
 AW1645'OF A POWER POLE (ONLY POLE BETWEEN CORNER POLES) 155 FT.
 AW1645'EAST-SOUTHEAST OF A GUYED CORNER POWER POLE AND 50 FT. SOUTH
 AW1645'OF THE CENTERLINE OF THE ROAD.
 AW1645'
 AW1645'A STANDARD DISK STAMPED TEX 2 NO 1 1963 SET IN THE TOP OF
 AW1645'A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW1645'
 AW1645'R.M. 2 IS SOUTH BY WEST OF THE STATION, 158 FT. SOUTH BY
 AW1645'WEST OF THE SOUTHWEST CORNER OF A LARGE, LONE TIN COVERED
 AW1645'BUILDING.  97 FT. SOUTHWEST OF THE END POWER POLE, 110 FT.
 AW1645'NORTH BY EAST OF THE HWL, 1.5 FT. EAST OF A WITNESS POST
 AW1645'AT THE NORTH EDGE OF THE ROAD.
 AW1645'
 AW1645'A STANDARD DISK STAMPED C-1138 1958 SET IN THE TOP OF A
 AW1645'4 INCH DIAMETER IRON PIPE PROJECTING 18 INCHES ABOVE GROUND.
 AW1645
 AW1645                          STATION RECOVERY (1964)
 AW1645
 AW1645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW1645'ABOUT 0.3 MILE NORTH ALONG LOOP 197 FROM THE POST OFFICE
 AW1645'AT TEXAS CITY, THENCE 0.5 MILE EAST ALONG 8TH AVENUE NORTH,
 AW1645'THENCE 5.7 MILES EAST ALONG THE TEXAS CITY DIKE, 122 FEET
 AW1645'NORTH OF THE NORTHWEST CORNER OF A METAL BUILDING, 117 FEET
 AW1645'SOUTHWEST OF THE SOUTHWEST CORNER OF A REFRESHMENT STAND,
 AW1645'107 FEET NORTHWEST OF A POWER POLE BEARING 2 TRANSFORMERS,
 AW1645'95 FEET WEST OF THE CENTER LINE OF A ROAD ACROSS THE EAST
 AW1645'END OF THE DIKE, 4.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 AW1645'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW1645'FLUSH WITH THE GROUND.
 AW1645'
 AW1645'NO REFERENCE MARKS WERE RECOVERED.
 AW1645
 AW1645                          STATION RECOVERY (1965)
 AW1645
 AW1645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW1645'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW1645'
 AW1645'THE DESCRIPTION IS ADEQUATE.
 AW1645
 AW1645                          STATION RECOVERY (1970)
 AW1645
 AW1645'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (JTJ)
 AW1645'RECOVERED BY UNION TX PETROLEUM
 AW1645'
 AW1645'U.S.C. AND G.S.-RECOVERED IN GOOD CONDITION - STATION IS
 AW1645'FLUSH WITH GROUND.
 AW1645
 AW1645                          STATION RECOVERY (1973)
 AW1645
 AW1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1645'6.3 MI E FROM TEXAS CITY.
 AW1645'ABOUT 0.3 MILE NORTH ALONG LOOP 197 (6TH STREET N) FROM THE POST
 AW1645'OFFICE AT TEXAS CITY, THENCE 0.5 MILE EAST ALONG EIGHTH AVENUE NORTH,
 AW1645'THENCE 5.5 MILES EAST ALONG TEXAS CITY DIKE, ABOUT 122 FEET NORTH OF
 AW1645'THE NORTHWEST CORNER OF A METAL BUILDING, 120 FEET WEST OF THE
 AW1645'SOUTHWEST CORNER OF A FRAME BUILDING AT THE END OF THE DIKE, 99.2 FEET
 AW1645'SOUTHWEST OF POWER POLE 5-18 AND BRACED BY TWO GUY WIRES, 107 FEET
 AW1645'NORTHWEST OF A POWER POLE BEARING 2 TRANSFORMERS, 1.2 FEET EAST OF A
 AW1645'METAL WITNESS POST, AND IS A DISK SET IN THE TOP OF A CONCRETE POST
 AW1645'FLUSH WITH THE GROUND.
 AW1645
 AW1645                          STATION RECOVERY (1974)
 AW1645
 AW1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW1645'STATION MARK AND BENCH MARK C1138 1958 WERE RECOVERED AND
 AW1645'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND PUSHED
 AW1645'OVER AND WAS REMOVED AND REFERENCE MARK 3 WAS ESTABLISHED
 AW1645'AT THIS TIME.  THE DISTANCE TO THE BENCH MARK CHECKED WITH
 AW1645'THE 1963 MEASUREMENT.
 AW1645'
 AW1645'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 AW1645'
 AW1645'STATION IS LOCATED 5-1/2 MILES SOUTHEAST OF TEXAS CITY AND
 AW1645'AT THE SOUTHEAST END OF THE TEXAS CITY DIKE.
 AW1645'
 AW1645'TO REACH THE STATION FROM THE JUNCTION OF 8TH AVENUE NORTH,
 AW1645'NORTH BAY STREET AND TEXAS CITY DIKE ROAD IN TEXAS CITY,
 AW1645'GO EASTERLY ON DIKE ROAD FOR 5.05 MILES TO THE TEXAS CITY
 AW1645'DINER AND MARINA ON THE LEFT.  CONTINUE EASTERLY ON THE
 AW1645'DIKE ROAD FOR 0.35 MILE TO A DIRT ROAD LEFT, JUST BEFORE
 AW1645'REACHING THE END OF DIKE ROAD.  TURN LEFT AND GO NORTHEAST
 AW1645'ON THE DIRT ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT
 AW1645'AS DESCRIBED.
 AW1645'
 AW1645'STATION MARK, STAMPED TEX 2 1963 IS A STANDARD DISK SET
 AW1645'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 AW1645'THE GROUND.  IT IS 99.5 FEET SOUTHWEST OF A POWER POLE, 42.5
 AW1645'FEET WEST OF THE WEST EDGE OF THE DIRT ROAD, 3.5 FEET WEST
 AW1645'OF A METAL WITNESS POST AND 1 FOOT EAST OF A METAL WITNESS
 AW1645'POST.
 AW1645'
 AW1645'REFERENCE MARK 3, STAMPED TEX 2 NO 3 1963 1974 IS A STANDARD
 AW1645'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AW1645'FLUSH WITH THE GROUND.  IT IS 27.5 FEET NORTHWEST OF THE
 AW1645'NORTHWEST CORNER OF A MOBILE HOME, 1.5 FEET NORTHWEST OF
 AW1645'A POWER POLE AND 1.5 FEET SOUTHEAST OF A 6-INCH POLE.
 AW1645'
 AW1645'BENCH MARK, STAMPED C 1138 1958 IS A STANDARD DISK SET IN
 AW1645'A 3 INCH CONCRETE FILLED IRON PIPE THAT PROJECTS 18 INCHES
 AW1645'ABOVE THE GROUND.  IT IS 97.5 FEET SOUTHWEST OF A POWER
 AW1645'POLE, 55 FEET NORTH OF THE CENTER OF THE DIKE ROAD AND 2
 AW1645'FEET NORTH OF A WOODEN WITNESS POST.
 AW1645'
 AW1645'HEIGHT OF LIGHT ABOVE STATION MARK 16.5 FEET.
 AW1645'
 AW1645'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 AW1645'EAST OF TEXAS CITY
 AW1645
 AW1645                          STATION RECOVERY (1974)
 AW1645
 AW1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1645'RECOVERED IN GOOD CONDITION.
 AW1645
 AW1645                          STATION RECOVERY (1978)
 AW1645
 AW1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1645'RECOVERED IN GOOD CONDITION.
 AW1645
 AW1645                          STATION RECOVERY (1987)
 AW1645
 AW1645'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1645'MARK NOT FOUND.
 AW1645
 AW1645                          STATION RECOVERY (1987)
 AW1645
 AW1645'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLA)
 AW1645'MARK NOT FOUND.
 AW1645
 AW1645                          STATION RECOVERY (1987)
 AW1645
 AW1645'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1645'MARK NOT FOUND.
 AW1645
 AW1645                          STATION RECOVERY (1987)
 AW1645
 AW1645'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW1645'MARK NOT FOUND.
 AW1645
 AW1645                          STATION RECOVERY (1988)
 AW1645
 AW1645'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1645'MARK NOT FOUND.
 AW1645
 AW1645                          STATION RECOVERY (1989)
 AW1645
 AW1645'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1645'RECOVERED IN GOOD CONDITION.
 AW1645
 AW1645                          STATION RECOVERY (1990)
 AW1645
 AW1645'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 AW1645'RECOVERED IN GOOD CONDITION.
 AW1645
 AW1645                          STATION RECOVERY (1999)
 AW1645
 AW1645'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1645'MARK NOT FOUND.
 AW1645
 AW1645                          STATION RECOVERY (2002)
 AW1645
 AW1645'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1645'RECOVERED IN GOOD CONDITION.
 AW1645
 AW1645                          STATION RECOVERY (2003)
 AW1645
 AW1645'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1645'RECOVERED IN GOOD CONDITION.
 AW1645
 AW1645                          STATION RECOVERY (2006)
 AW1645
 AW1645'RECOVERY NOTE BY US COAST GUARD 2006 (MGS)
 AW1645'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5928 ***********************************************************************
 AW5928  DESIGNATION -  TEX 2 1963 RM 1
 AW5928  PID         -  AW5928
 AW5928  STATE/COUNTY-  TX/GALVESTON
 AW5928  USGS QUAD   -  GALVESTON (1994)
 AW5928
 AW5928                         *CURRENT SURVEY CONTROL
 AW5928  ___________________________________________________________________
 AW5928* NAD 83(1993)-  29 21 54.54700(N)    094 48 38.45730(W)     ADJUSTED  
 AW5928* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW5928  ___________________________________________________________________
 AW5928  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW5928  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AW5928
 AW5928  HORZ ORDER  -  THIRD
 AW5928
 AW5928.The horizontal coordinates were established by classical geodetic methods
 AW5928.and adjusted by the National Geodetic Survey in February 1996..
 AW5928
 AW5928.The orthometric height was scaled from a topographic map.
 AW5928
 AW5928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5928
 AW5928.The geoid height was determined by GEOID03.
 AW5928
 AW5928;                    North         East     Units Scale Factor Converg.
 AW5928;SPC TXSC     - 4,177,049.441 1,006,617.048   MT  0.99986338   +2 03 08.6
 AW5928;SPC TXSC     -13,704,203.04  3,302,542.76   sFT  0.99986338   +2 03 08.6
 AW5928;UTM  15      - 3,249,804.528   324,247.745   MT  0.99998116   -0 53 17.3
 AW5928
 AW5928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5928!SPC TXSC     -   1.00000357  x   0.99986338  =   0.99986695
 AW5928!UTM  15      -   1.00000357  x   0.99998116  =   0.99998473
 AW5928
 AW5928:                Primary Azimuth Mark                     Grid Az
 AW5928:SPC TXSC     -  BOLIVAR POINT LIGHTHOUSE USE             085 29 47.6
 AW5928:UTM  15      -  BOLIVAR POINT LIGHTHOUSE USE             088 26 13.5
 AW5928
 AW5928|---------------------------------------------------------------------|
 AW5928| PID    Reference Object                     Distance      Geod. Az  |
 AW5928|                                                           dddmmss.s |
 AW5928| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 4.3 KM 0873256.2 |
 AW5928| AW5882 GALVESTON FREEPORT CHAN LT 7A       APPROX. 1.3 KM 1832729.1 |
 AW5928| AW5907 GALVESTON FREEPORT CHAN LT 9        APPROX. 1.7 KM 1944722.0 |
 AW5928| AW5887 GALVESTON FREEPORT CHAN LT 11       APPROX. 2.4 KM 2063303.9 |
 AW5928|---------------------------------------------------------------------|
 AW5928
 AW5928                          SUPERSEDED SURVEY CONTROL
 AW5928
 AW5928  NAD 83(1986)-  29 21 54.56225(N)    094 48 38.43807(W) AD(       ) 3
 AW5928  NAD 27      -  29 21 53.71473(N)    094 48 37.73204(W) AD(       ) 3
 AW5928
 AW5928.Superseded values are not recommended for survey control.
 AW5928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5928.See file dsdata.txt to determine how the superseded data were derived.
 AW5928
 AW5928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2424849805(NAD 83)
 AW5928_MARKER: DR = REFERENCE MARK DISK
 AW5928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5928_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW5928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5928+STABILITY: SURFACE MOTION
 AW5928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5928+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 AW5928
 AW5928  HISTORY     - Date     Condition        Report By
 AW5928  HISTORY     - 1963     MONUMENTED       CGS
 AW5928  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW5928  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW5928  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW5928  HISTORY     - 20020310 GOOD             USPSQD
 AW5928  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AW5928  HISTORY     - 20041020 GOOD             USPSQD
 AW5928
 AW5928                          STATION DESCRIPTION
 AW5928
 AW5928'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5928'LOCATED NEAR THE EAST END OF THE TEXAS CITY DIKE, 162 FT. WEST OF THE
 AW5928'HWL 122.3 FT. NORTH OF THE NORTHEAST CORNER OF A LARGE, LONE
 AW5928'GALVANIZED TIN COVERED BUILDING.  99.5 FT. SOUTH-SOUTHWEST OF A
 AW5928'GUYED, CORNER, POWER POLE, 75.0 FT. SOUTH OF THE CENTERLINE OF THE
 AW5928'ROAD.
 AW5928'
 AW5928'A STANDARD DISK STAMPED TEX 2 1963 SET IN THE TOP OF A 12 INCH
 AW5928'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW5928'
 AW5928'R M 1 IS EAST-NORTHEAST OF THE STATION, 83 FT. SOUTH-SOUTHEAST OF A
 AW5928'POWER POLE (ONLY POLE BETWEEN CORNER POLES) 155 FT. EAST-SOUTHEAST
 AW5928'OF A GUYED CORNER POWER POLE AND 50 FT. SOUTH OF THE CENTERLINE OF
 AW5928'THE ROAD.
 AW5928'
 AW5928'A STANDARD DISK STAMPED TEX 2 NO 1 1963 SET IN THE TOP OF A 12 INCH
 AW5928'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW5928
 AW5928                          STATION RECOVERY (1987)
 AW5928
 AW5928'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW5928'MARK NOT FOUND.
 AW5928
 AW5928                          STATION RECOVERY (1988)
 AW5928
 AW5928'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW5928'MARK NOT FOUND.
 AW5928
 AW5928                          STATION RECOVERY (1999)
 AW5928
 AW5928'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5928'MARK NOT FOUND.
 AW5928
 AW5928                          STATION RECOVERY (2002)
 AW5928
 AW5928'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5928'RECOVERED IN GOOD CONDITION.
 AW5928
 AW5928                          STATION RECOVERY (2003)
 AW5928
 AW5928'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW5928'MARK NOT FOUND.
 AW5928
 AW5928                          STATION RECOVERY (2004)
 AW5928
 AW5928'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5928'DISTANCE TO BUILDING AND POWER POLE ARE GOOD BUT DISTANCE TO HWL IS
 AW5928'WAY OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2678 ***********************************************************************
 AX2678  DESIGNATION -  TEX ILL GAS PIPE S MW KKF 211
 AX2678  PID         -  AX2678
 AX2678  STATE/COUNTY-  TX/WHARTON
 AX2678  USGS QUAD   -  EGYPT (1980)
 AX2678
 AX2678                         *CURRENT SURVEY CONTROL
 AX2678  ___________________________________________________________________
 AX2678* NAD 83(1993)-  29 24 14.92146(N)    096 07 44.24272(W)     ADJUSTED  
 AX2678* NAVD 88     -                                                        
 AX2678  ___________________________________________________________________
 AX2678  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AX2678  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2678
 AX2678  HORZ ORDER  -  THIRD
 AX2678
 AX2678.The horizontal coordinates were established by classical geodetic methods
 AX2678.and adjusted by the National Geodetic Survey in February 1996..
 AX2678
 AX2678
 AX2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2678
 AX2678.The geoid height was determined by GEOID03.
 AX2678
 AX2678;                    North         East     Units Scale Factor Converg.
 AX2678;SPC TXSC     - 4,177,507.134   878,590.333   MT  0.99986397   +1 24 23.6
 AX2678;SPC TXSC     -13,705,704.66  2,882,508.45   sFT  0.99986397   +1 24 23.6
 AX2678;UTM  14      - 3,256,191.697   778,605.579   MT  1.00055790   +1 24 37.8
 AX2678
 AX2678                          SUPERSEDED SURVEY CONTROL
 AX2678
 AX2678  NAD 83(1986)-  29 24 14.93480(N)    096 07 44.22741(W) AD(       ) 4
 AX2678  NAD 27      -  29 24 14.05058(N)    096 07 43.37254(W) AD(       ) 3
 AX2678
 AX2678.Superseded values are not recommended for survey control.
 AX2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2678.See file dsdata.txt to determine how the superseded data were derived.
 AX2678
 AX2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7860656192(NAD 83)
 AX2678_MARKER: 44 = MICROWAVE MAST
 AX2678
 AX2678  HISTORY     - Date     Condition        Report By
 AX2678  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2678
 AX2678                          STATION DESCRIPTION
 AX2678
 AX2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2678'THE STATION IS THE LIGHT ATOP THE SOUTHERN ONE OF TWO MICRO WAVE
 AX2678'MASTS BELONGING TO THE TEXAS-ILLINOIS NATURAL GAS PIPELINE CO AND
 AX2678'LOCATED AT THEIR COMPRESSOR STATION NO 301 ABOUT 3.5 MILES WEST OF
 AX2678'HUNGERFORD.  THE LIGHT IS 250 FEET ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0043 ***********************************************************************
 AJ0043  DESIGNATION -  TEX MEX 100
 AJ0043  PID         -  AJ0043
 AJ0043  STATE/COUNTY-  TX/DUVAL
 AJ0043  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0043
 AJ0043                         *CURRENT SURVEY CONTROL
 AJ0043  ___________________________________________________________________
 AJ0043* NAD 83(1986)-  27 40 59.     (N)    098 20 40.     (W)     SCALED    
 AJ0043* NAVD 88     -       116.346  (meters)     381.71   (feet)  ADJUSTED  
 AJ0043  ___________________________________________________________________
 AJ0043  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AJ0043  DYNAMIC HT  -         116.165 (meters)     381.12  (feet)  COMP
 AJ0043  MODELED GRAV-     979,083.5   (mgal)                       NAVD 88
 AJ0043
 AJ0043  VERT ORDER  -  FIRST     CLASS II
 AJ0043
 AJ0043.The horizontal coordinates were scaled from a topographic map and have
 AJ0043.an estimated accuracy of +/- 6 seconds.
 AJ0043
 AJ0043.The orthometric height was determined by differential leveling
 AJ0043.and adjusted by the National Geodetic Survey in June 1991..
 AJ0043
 AJ0043.The geoid height was determined by GEOID03.
 AJ0043
 AJ0043.The dynamic height is computed by dividing the NAVD 88
 AJ0043.geopotential number by the normal gravity value computed on the
 AJ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0043.degrees latitude (g = 980.6199 gals.).
 AJ0043
 AJ0043.The modeled gravity was interpolated from observed gravity values.
 AJ0043
 AJ0043;                    North         East    Units  Estimated Accuracy
 AJ0043;SPC TX S     - 5,223,410.      315,350.      MT  (+/- 180 meters Scaled)
 AJ0043
 AJ0043                          SUPERSEDED SURVEY CONTROL
 AJ0043
 AJ0043  NGVD 29 (??/??/92)  116.415  (m)          381.94   (f) ADJ UNCH    1 2
 AJ0043
 AJ0043.Superseded values are not recommended for survey control.
 AJ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0043.See file dsdata.txt to determine how the superseded data were derived.
 AJ0043
 AJ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR646622(NAD 83)
 AJ0043_MARKER: Z = SEE DESCRIPTION
 AJ0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0043_SP_SET: SECTION RAIL
 AJ0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0043
 AJ0043  HISTORY     - Date     Condition        Report By
 AJ0043  HISTORY     - UNK      MONUMENTED
 AJ0043  HISTORY     - 1933     GOOD             NGS
 AJ0043  HISTORY     - 1934     GOOD             NGS
 AJ0043
 AJ0043                          STATION DESCRIPTION
 AJ0043
 AJ0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0043'8.8 MI E FROM BENAVIDES.
 AJ0043'ON THE TEXAS-MEXICAN RR. AT MILE POST 100.  42 FT. N OF TRACK.  15 FT.
 AJ0043'N OF MILE POST 100.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN.
 AJ0043'ABOVE GROUND, HIGHEST POINT USED.
 AJ0043
 AJ0043                          STATION RECOVERY (1934)
 AJ0043
 AJ0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0040 ***********************************************************************
 AJ0040  DESIGNATION -  TEX MEX 103
 AJ0040  PID         -  AJ0040
 AJ0040  STATE/COUNTY-  TX/DUVAL
 AJ0040  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0040
 AJ0040                         *CURRENT SURVEY CONTROL
 AJ0040  ___________________________________________________________________
 AJ0040* NAD 83(1986)-  27 42 34.     (N)    098 18 20.     (W)     SCALED    
 AJ0040* NAVD 88     -       115.207  (meters)     377.98   (feet)  ADJUSTED  
 AJ0040  ___________________________________________________________________
 AJ0040  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AJ0040  DYNAMIC HT  -         115.028 (meters)     377.39  (feet)  COMP
 AJ0040  MODELED GRAV-     979,087.7   (mgal)                       NAVD 88
 AJ0040
 AJ0040  VERT ORDER  -  FIRST     CLASS II
 AJ0040
 AJ0040.The horizontal coordinates were scaled from a topographic map and have
 AJ0040.an estimated accuracy of +/- 6 seconds.
 AJ0040
 AJ0040.The orthometric height was determined by differential leveling
 AJ0040.and adjusted by the National Geodetic Survey in June 1991..
 AJ0040
 AJ0040.The geoid height was determined by GEOID03.
 AJ0040
 AJ0040.The dynamic height is computed by dividing the NAVD 88
 AJ0040.geopotential number by the normal gravity value computed on the
 AJ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0040.degrees latitude (g = 980.6199 gals.).
 AJ0040
 AJ0040.The modeled gravity was interpolated from observed gravity values.
 AJ0040
 AJ0040;                    North         East    Units  Estimated Accuracy
 AJ0040;SPC TX S     - 5,226,340.      319,180.      MT  (+/- 180 meters Scaled)
 AJ0040
 AJ0040                          SUPERSEDED SURVEY CONTROL
 AJ0040
 AJ0040  NGVD 29 (??/??/92)  115.278  (m)          378.21   (f) ADJ UNCH    1 2
 AJ0040
 AJ0040.Superseded values are not recommended for survey control.
 AJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0040.See file dsdata.txt to determine how the superseded data were derived.
 AJ0040
 AJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR684652(NAD 83)
 AJ0040_MARKER: Z = SEE DESCRIPTION
 AJ0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0040_SP_SET: SECTION RAIL
 AJ0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0040
 AJ0040  HISTORY     - Date     Condition        Report By
 AJ0040  HISTORY     - UNK      MONUMENTED
 AJ0040  HISTORY     - 1933     GOOD             NGS
 AJ0040  HISTORY     - 1934     GOOD             NGS
 AJ0040
 AJ0040                          STATION DESCRIPTION
 AJ0040
 AJ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0040'6.5 MI W FROM SAN DIEGO.
 AJ0040'ON THE TEXAS-MEXICAN RR. AT MILE POST 103.  40 FT. N OF TRACK.  12 FT.
 AJ0040'N OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN. ABOVE
 AJ0040'GROUND.  HIGHEST POINT USED.
 AJ0040
 AJ0040                          STATION RECOVERY (1934)
 AJ0040
 AJ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0037 ***********************************************************************
 AJ0037  DESIGNATION -  TEX MEX 106
 AJ0037  PID         -  AJ0037
 AJ0037  STATE/COUNTY-  TX/DUVAL
 AJ0037  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0037
 AJ0037                         *CURRENT SURVEY CONTROL
 AJ0037  ___________________________________________________________________
 AJ0037* NAD 83(1986)-  27 44 07.     (N)    098 16 25.     (W)     SCALED    
 AJ0037* NAVD 88     -       100.791  (meters)     330.68   (feet)  ADJUSTED  
 AJ0037  ___________________________________________________________________
 AJ0037  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AJ0037  DYNAMIC HT  -         100.634 (meters)     330.16  (feet)  COMP
 AJ0037  MODELED GRAV-     979,091.4   (mgal)                       NAVD 88
 AJ0037
 AJ0037  VERT ORDER  -  FIRST     CLASS II
 AJ0037
 AJ0037.The horizontal coordinates were scaled from a topographic map and have
 AJ0037.an estimated accuracy of +/- 6 seconds.
 AJ0037
 AJ0037.The orthometric height was determined by differential leveling
 AJ0037.and adjusted by the National Geodetic Survey in June 1991..
 AJ0037
 AJ0037.The geoid height was determined by GEOID03.
 AJ0037
 AJ0037.The dynamic height is computed by dividing the NAVD 88
 AJ0037.geopotential number by the normal gravity value computed on the
 AJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0037.degrees latitude (g = 980.6199 gals.).
 AJ0037
 AJ0037.The modeled gravity was interpolated from observed gravity values.
 AJ0037
 AJ0037;                    North         East    Units  Estimated Accuracy
 AJ0037;SPC TX S     - 5,229,210.      322,320.      MT  (+/- 180 meters Scaled)
 AJ0037
 AJ0037                          SUPERSEDED SURVEY CONTROL
 AJ0037
 AJ0037  NGVD 29 (??/??/92)  100.868  (m)          330.93   (f) ADJ UNCH    1 2
 AJ0037
 AJ0037.Superseded values are not recommended for survey control.
 AJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0037.See file dsdata.txt to determine how the superseded data were derived.
 AJ0037
 AJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR715680(NAD 83)
 AJ0037_MARKER: Z = SEE DESCRIPTION
 AJ0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0037_SP_SET: SECTION RAIL
 AJ0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0037
 AJ0037  HISTORY     - Date     Condition        Report By
 AJ0037  HISTORY     - UNK      MONUMENTED
 AJ0037  HISTORY     - 1933     GOOD             NGS
 AJ0037  HISTORY     - 1934     GOOD             NGS
 AJ0037
 AJ0037                          STATION DESCRIPTION
 AJ0037
 AJ0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0037'3.4 MI W FROM SAN DIEGO.
 AJ0037'ON THE TEXAS-MEXICAN RR. AT MILE POST 106.  35 FT. N OF TRACK.  10 FT.
 AJ0037'N OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN. ABOVE
 AJ0037'GROUND.  HIGHEST POINTBUSED.
 AJ0037
 AJ0037                          STATION RECOVERY (1934)
 AJ0037
 AJ0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0030 ***********************************************************************
 AJ0030  DESIGNATION -  TEX MEX 111
 AJ0030  PID         -  AJ0030
 AJ0030  STATE/COUNTY-  TX/JIM WELLS
 AJ0030  USGS QUAD   -  SAN DIEGO (1963)
 AJ0030
 AJ0030                         *CURRENT SURVEY CONTROL
 AJ0030  ___________________________________________________________________
 AJ0030* NAD 83(1986)-  27 45 33.     (N)    098 12 40.     (W)     SCALED    
 AJ0030* NAVD 88     -        88.525  (meters)     290.44   (feet)  ADJUSTED  
 AJ0030  ___________________________________________________________________
 AJ0030  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AJ0030  DYNAMIC HT  -          88.388 (meters)     289.99  (feet)  COMP
 AJ0030  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 AJ0030
 AJ0030  VERT ORDER  -  FIRST     CLASS II
 AJ0030
 AJ0030.The horizontal coordinates were scaled from a topographic map and have
 AJ0030.an estimated accuracy of +/- 6 seconds.
 AJ0030
 AJ0030.The orthometric height was determined by differential leveling
 AJ0030.and adjusted by the National Geodetic Survey in June 1991..
 AJ0030
 AJ0030.The geoid height was determined by GEOID03.
 AJ0030
 AJ0030.The dynamic height is computed by dividing the NAVD 88
 AJ0030.geopotential number by the normal gravity value computed on the
 AJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0030.degrees latitude (g = 980.6199 gals.).
 AJ0030
 AJ0030.The modeled gravity was interpolated from observed gravity values.
 AJ0030
 AJ0030;                    North         East    Units  Estimated Accuracy
 AJ0030;SPC TX S     - 5,231,870.      328,480.      MT  (+/- 180 meters Scaled)
 AJ0030
 AJ0030                          SUPERSEDED SURVEY CONTROL
 AJ0030
 AJ0030  NGVD 29 (??/??/92)   88.606  (m)          290.70   (f) ADJ UNCH    1 2
 AJ0030
 AJ0030.Superseded values are not recommended for survey control.
 AJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0030.See file dsdata.txt to determine how the superseded data were derived.
 AJ0030
 AJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR777707(NAD 83)
 AJ0030_MARKER: Z = SEE DESCRIPTION
 AJ0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0030_SP_SET: SECTION RAIL
 AJ0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0030
 AJ0030  HISTORY     - Date     Condition        Report By
 AJ0030  HISTORY     - UNK      MONUMENTED
 AJ0030  HISTORY     - 1933     GOOD             NGS
 AJ0030  HISTORY     - 1951     MARK NOT FOUND   NGS
 AJ0030
 AJ0030                          STATION DESCRIPTION
 AJ0030
 AJ0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0030'1.6 MI E FROM SAN DIEGO.
 AJ0030'ON THE TEXAS-MEXICAN RR. AT MILE POST 111.  45 FT. N OF TRACK.  16 FT.
 AJ0030'N OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN. ABOVE
 AJ0030'GROUND.  HIGHEST POINT USED.
 AJ0030
 AJ0030                          STATION RECOVERY (1951)
 AJ0030
 AJ0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AJ0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0025 ***********************************************************************
 AJ0025  DESIGNATION -  TEX MEX 114
 AJ0025  PID         -  AJ0025
 AJ0025  STATE/COUNTY-  TX/JIM WELLS
 AJ0025  USGS QUAD   -  SAN DIEGO (1963)
 AJ0025
 AJ0025                         *CURRENT SURVEY CONTROL
 AJ0025  ___________________________________________________________________
 AJ0025* NAD 83(1986)-  27 45 10.     (N)    098 09 46.     (W)     SCALED    
 AJ0025* NAVD 88     -        79.785  (meters)     261.76   (feet)  ADJUSTED  
 AJ0025  ___________________________________________________________________
 AJ0025  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AJ0025  DYNAMIC HT  -          79.661 (meters)     261.35  (feet)  COMP
 AJ0025  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 AJ0025
 AJ0025  VERT ORDER  -  FIRST     CLASS II
 AJ0025
 AJ0025.The horizontal coordinates were scaled from a topographic map and have
 AJ0025.an estimated accuracy of +/- 6 seconds.
 AJ0025
 AJ0025.The orthometric height was determined by differential leveling
 AJ0025.and adjusted by the National Geodetic Survey in June 1991..
 AJ0025
 AJ0025.The geoid height was determined by GEOID03.
 AJ0025
 AJ0025.The dynamic height is computed by dividing the NAVD 88
 AJ0025.geopotential number by the normal gravity value computed on the
 AJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0025.degrees latitude (g = 980.6199 gals.).
 AJ0025
 AJ0025.The modeled gravity was interpolated from observed gravity values.
 AJ0025
 AJ0025;                    North         East    Units  Estimated Accuracy
 AJ0025;SPC TX S     - 5,231,180.      333,250.      MT  (+/- 180 meters Scaled)
 AJ0025
 AJ0025                          SUPERSEDED SURVEY CONTROL
 AJ0025
 AJ0025  NGVD 29 (??/??/92)   79.866  (m)          262.03   (f) ADJ UNCH    1 2
 AJ0025
 AJ0025.Superseded values are not recommended for survey control.
 AJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0025.See file dsdata.txt to determine how the superseded data were derived.
 AJ0025
 AJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR825700(NAD 83)
 AJ0025_MARKER: Z = SEE DESCRIPTION
 AJ0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0025_SP_SET: SECTION RAIL
 AJ0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0025
 AJ0025  HISTORY     - Date     Condition        Report By
 AJ0025  HISTORY     - UNK      MONUMENTED
 AJ0025  HISTORY     - 1933     GOOD             NGS
 AJ0025  HISTORY     - 1934     GOOD             NGS
 AJ0025
 AJ0025                          STATION DESCRIPTION
 AJ0025
 AJ0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0025'4.7 MI E FROM SAN DIEGO.
 AJ0025'ON THE TEXAS-MEXICAN RR. AT MILE POST 114.  35 FT. N OF TRACK.  10 FT.
 AJ0025'N OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND 6 IN. ABOVE GROUND.
 AJ0025'HIGHEST POINT USED.
 AJ0025
 AJ0025                          STATION RECOVERY (1934)
 AJ0025
 AJ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0775 ***********************************************************************
 AJ0775  DESIGNATION -  TEX MEX 6
 AJ0775  PID         -  AJ0775
 AJ0775  STATE/COUNTY-  TX/WEBB
 AJ0775  USGS QUAD   -  LAREDO EAST (1980)
 AJ0775
 AJ0775                         *CURRENT SURVEY CONTROL
 AJ0775  ___________________________________________________________________
 AJ0775* NAD 83(1986)-  27 30 24.     (N)    099 26 23.     (W)     SCALED    
 AJ0775* NAVD 88     -       129.215  (meters)     423.93   (feet)  ADJUSTED  
 AJ0775  ___________________________________________________________________
 AJ0775  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AJ0775  DYNAMIC HT  -         129.011 (meters)     423.26  (feet)  COMP
 AJ0775  MODELED GRAV-     979,063.7   (mgal)                       NAVD 88
 AJ0775
 AJ0775  VERT ORDER  -  FIRST     CLASS II
 AJ0775
 AJ0775.The horizontal coordinates were scaled from a topographic map and have
 AJ0775.an estimated accuracy of +/- 6 seconds.
 AJ0775
 AJ0775.The orthometric height was determined by differential leveling
 AJ0775.and adjusted by the National Geodetic Survey in June 1991..
 AJ0775
 AJ0775.The geoid height was determined by GEOID03.
 AJ0775
 AJ0775.The dynamic height is computed by dividing the NAVD 88
 AJ0775.geopotential number by the normal gravity value computed on the
 AJ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0775.degrees latitude (g = 980.6199 gals.).
 AJ0775
 AJ0775.The modeled gravity was interpolated from observed gravity values.
 AJ0775
 AJ0775;                    North         East    Units  Estimated Accuracy
 AJ0775;SPC TX S     - 5,204,210.      207,160.      MT  (+/- 180 meters Scaled)
 AJ0775
 AJ0775                          SUPERSEDED SURVEY CONTROL
 AJ0775
 AJ0775  NGVD 29 (??/??/92)  129.238  (m)          424.01   (f) ADJ UNCH    1 2
 AJ0775
 AJ0775.Superseded values are not recommended for survey control.
 AJ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0775.See file dsdata.txt to determine how the superseded data were derived.
 AJ0775
 AJ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR565426(NAD 83)
 AJ0775_MARKER: Z = SEE DESCRIPTION
 AJ0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0775_SP_SET: SECTION RAIL
 AJ0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0775
 AJ0775  HISTORY     - Date     Condition        Report By
 AJ0775  HISTORY     - UNK      MONUMENTED
 AJ0775  HISTORY     - 1933     GOOD             NGS
 AJ0775  HISTORY     - 1964     POOR             USGS
 AJ0775
 AJ0775                          STATION DESCRIPTION
 AJ0775
 AJ0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0775'4.8 MI E FROM LAREDO.
 AJ0775'ON THE TEXAS-MEXICAN RR. AT MILE POST 6.  ABOUT 35 FT. N OF TRACK.  4
 AJ0775'FT. N OF MILE POST.  A 6 FT. SECTION RAIL BURIED IN THE GROUND WITH 6
 AJ0775'IN. ABOVE GROUND.  HIGHEST POINT USED.
 AJ0775
 AJ0775                          STATION RECOVERY (1964)
 AJ0775
 AJ0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AJ0775'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0066 ***********************************************************************
 AJ0066  DESIGNATION -  TEX MEX 81
 AJ0066  PID         -  AJ0066
 AJ0066  STATE/COUNTY-  TX/DUVAL
 AJ0066  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0066
 AJ0066                         *CURRENT SURVEY CONTROL
 AJ0066  ___________________________________________________________________
 AJ0066* NAD 83(1986)-  27 29 30.     (N)    098 29 22.     (W)     SCALED    
 AJ0066* NAVD 88     -       134.044  (meters)     439.78   (feet)  ADJUSTED  
 AJ0066  ___________________________________________________________________
 AJ0066  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AJ0066  DYNAMIC HT  -         133.832 (meters)     439.08  (feet)  COMP
 AJ0066  MODELED GRAV-     979,064.3   (mgal)                       NAVD 88
 AJ0066
 AJ0066  VERT ORDER  -  FIRST     CLASS II
 AJ0066
 AJ0066.The horizontal coordinates were scaled from a topographic map and have
 AJ0066.an estimated accuracy of +/- 6 seconds.
 AJ0066
 AJ0066.The orthometric height was determined by differential leveling
 AJ0066.and adjusted by the National Geodetic Survey in June 1991..
 AJ0066
 AJ0066.The geoid height was determined by GEOID03.
 AJ0066
 AJ0066.The dynamic height is computed by dividing the NAVD 88
 AJ0066.geopotential number by the normal gravity value computed on the
 AJ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0066.degrees latitude (g = 980.6199 gals.).
 AJ0066
 AJ0066.The modeled gravity was interpolated from observed gravity values.
 AJ0066
 AJ0066;                    North         East    Units  Estimated Accuracy
 AJ0066;SPC TX S     - 5,202,200.      301,040.      MT  (+/- 180 meters Scaled)
 AJ0066
 AJ0066                          SUPERSEDED SURVEY CONTROL
 AJ0066
 AJ0066  NGVD 29 (??/??/92)  134.11   (m)          440.0    (f) COMPUTED    1 2
 AJ0066
 AJ0066.Superseded values are not recommended for survey control.
 AJ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0066.See file dsdata.txt to determine how the superseded data were derived.
 AJ0066
 AJ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR504409(NAD 83)
 AJ0066_MARKER: Z = SEE DESCRIPTION
 AJ0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0066_SP_SET: SECTION RAIL
 AJ0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0066
 AJ0066  HISTORY     - Date     Condition        Report By
 AJ0066  HISTORY     - UNK      MONUMENTED
 AJ0066  HISTORY     - 1933     GOOD             NGS
 AJ0066  HISTORY     - 1934     GOOD             NGS
 AJ0066
 AJ0066                          STATION DESCRIPTION
 AJ0066
 AJ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0066'4.0 MI NE FROM REALITOS.
 AJ0066'ON THE TEXAS-MEXICAN RR. AT MILE POST 81.  42 FT. W OF TRACK.  15 FT.
 AJ0066'W OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN. ABOVE
 AJ0066'GROUND.  HIGHEST POINT USED.
 AJ0066
 AJ0066                          STATION RECOVERY (1934)
 AJ0066
 AJ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0059 ***********************************************************************
 AJ0059  DESIGNATION -  TEX MEX 84
 AJ0059  PID         -  AJ0059
 AJ0059  STATE/COUNTY-  TX/DUVAL
 AJ0059  USGS QUAD   -  BENAVIDES (1968)
 AJ0059
 AJ0059                         *CURRENT SURVEY CONTROL
 AJ0059  ___________________________________________________________________
 AJ0059* NAD 83(1986)-  27 31 38.     (N)    098 29 13.     (W)     SCALED    
 AJ0059* NAVD 88     -       127.494  (meters)     418.29   (feet)  ADJUSTED  
 AJ0059  ___________________________________________________________________
 AJ0059  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AJ0059  DYNAMIC HT  -         127.292 (meters)     417.62  (feet)  COMP
 AJ0059  MODELED GRAV-     979,065.2   (mgal)                       NAVD 88
 AJ0059
 AJ0059  VERT ORDER  -  FIRST     CLASS II
 AJ0059
 AJ0059.The horizontal coordinates were scaled from a topographic map and have
 AJ0059.an estimated accuracy of +/- 6 seconds.
 AJ0059
 AJ0059.The orthometric height was determined by differential leveling
 AJ0059.and adjusted by the National Geodetic Survey in June 1991..
 AJ0059
 AJ0059.The geoid height was determined by GEOID03.
 AJ0059
 AJ0059.The dynamic height is computed by dividing the NAVD 88
 AJ0059.geopotential number by the normal gravity value computed on the
 AJ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0059.degrees latitude (g = 980.6199 gals.).
 AJ0059
 AJ0059.The modeled gravity was interpolated from observed gravity values.
 AJ0059
 AJ0059;                    North         East    Units  Estimated Accuracy
 AJ0059;SPC TX S     - 5,206,140.      301,290.      MT  (+/- 180 meters Scaled)
 AJ0059
 AJ0059                          SUPERSEDED SURVEY CONTROL
 AJ0059
 AJ0059  NGVD 29 (??/??/92)  127.561  (m)          418.51   (f) ADJ UNCH    1 2
 AJ0059
 AJ0059.Superseded values are not recommended for survey control.
 AJ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0059.See file dsdata.txt to determine how the superseded data were derived.
 AJ0059
 AJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR506449(NAD 83)
 AJ0059_MARKER: Z = SEE DESCRIPTION
 AJ0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0059_SP_SET: SECTION RAIL
 AJ0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0059
 AJ0059  HISTORY     - Date     Condition        Report By
 AJ0059  HISTORY     - UNK      MONUMENTED
 AJ0059  HISTORY     - 1933     GOOD             NGS
 AJ0059  HISTORY     - 1934     GOOD             NGS
 AJ0059
 AJ0059                          STATION DESCRIPTION
 AJ0059
 AJ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0059'7.3 MI SW FROM BENAVIDES.
 AJ0059'ON THE TEXAS-MEXICAN RR. AT MILE POST 84.  40 FT. NW OF TRACK.  4 FT.
 AJ0059'NW OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN. ABOVE
 AJ0059'GROUND.  HIGHEST POINT USED.
 AJ0059
 AJ0059                          STATION RECOVERY (1934)
 AJ0059
 AJ0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0056 ***********************************************************************
 AJ0056  DESIGNATION -  TEX MEX 87
 AJ0056  PID         -  AJ0056
 AJ0056  STATE/COUNTY-  TX/DUVAL
 AJ0056  USGS QUAD   -  BENAVIDES (1968)
 AJ0056
 AJ0056                         *CURRENT SURVEY CONTROL
 AJ0056  ___________________________________________________________________
 AJ0056* NAD 83(1986)-  27 33 57.     (N)    098 27 53.     (W)     SCALED    
 AJ0056* NAVD 88     -       137.046  (meters)     449.63   (feet)  ADJUSTED  
 AJ0056  ___________________________________________________________________
 AJ0056  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AJ0056  DYNAMIC HT  -         136.830 (meters)     448.92  (feet)  COMP
 AJ0056  MODELED GRAV-     979,069.3   (mgal)                       NAVD 88
 AJ0056
 AJ0056  VERT ORDER  -  FIRST     CLASS II
 AJ0056
 AJ0056.The horizontal coordinates were scaled from a topographic map and have
 AJ0056.an estimated accuracy of +/- 6 seconds.
 AJ0056
 AJ0056.The orthometric height was determined by differential leveling
 AJ0056.and adjusted by the National Geodetic Survey in June 1991..
 AJ0056
 AJ0056.The geoid height was determined by GEOID03.
 AJ0056
 AJ0056.The dynamic height is computed by dividing the NAVD 88
 AJ0056.geopotential number by the normal gravity value computed on the
 AJ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0056.degrees latitude (g = 980.6199 gals.).
 AJ0056
 AJ0056.The modeled gravity was interpolated from observed gravity values.
 AJ0056
 AJ0056;                    North         East    Units  Estimated Accuracy
 AJ0056;SPC TX S     - 5,210,420.      303,480.      MT  (+/- 180 meters Scaled)
 AJ0056
 AJ0056                          SUPERSEDED SURVEY CONTROL
 AJ0056
 AJ0056  NGVD 29 (??/??/92)  137.110  (m)          449.84   (f) ADJ UNCH    1 2
 AJ0056
 AJ0056.Superseded values are not recommended for survey control.
 AJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0056.See file dsdata.txt to determine how the superseded data were derived.
 AJ0056
 AJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR528492(NAD 83)
 AJ0056_MARKER: Z = SEE DESCRIPTION
 AJ0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0056_SP_SET: SECTION RAIL
 AJ0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0056
 AJ0056  HISTORY     - Date     Condition        Report By
 AJ0056  HISTORY     - UNK      MONUMENTED
 AJ0056  HISTORY     - 1933     GOOD             NGS
 AJ0056  HISTORY     - 1934     GOOD             NGS
 AJ0056
 AJ0056                          STATION DESCRIPTION
 AJ0056
 AJ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0056'4.2 MI SW FROM BENAVIDES.
 AJ0056'ON THE TEXAS-MEXICAN RR. AT MILE POST 87.  39 FT. NW OF TRACK.  12 FT.
 AJ0056'NW OF MILE POST.  A 6 FT. SECTION RAIL BURIED IN GROUND WITH 6 IN.
 AJ0056'ABOVE GROUND.  HIGHEST POINT USED.
 AJ0056
 AJ0056                          STATION RECOVERY (1934)
 AJ0056
 AJ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0877 ***********************************************************************
 AJ0877  DESIGNATION -  TEX MEX 9
 AJ0877  PID         -  AJ0877
 AJ0877  STATE/COUNTY-  TX/WEBB
 AJ0877  USGS QUAD   -  LAREDO EAST (1980)
 AJ0877
 AJ0877                         *CURRENT SURVEY CONTROL
 AJ0877  ___________________________________________________________________
 AJ0877* NAD 83(1986)-  27 30 01.     (N)    099 23 30.     (W)     SCALED    
 AJ0877* NAVD 88     -       149.440  (meters)     490.29   (feet)  ADJUSTED  
 AJ0877  ___________________________________________________________________
 AJ0877  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AJ0877  DYNAMIC HT  -         149.203 (meters)     489.51  (feet)  COMP
 AJ0877  MODELED GRAV-     979,058.4   (mgal)                       NAVD 88
 AJ0877
 AJ0877  VERT ORDER  -  FIRST     CLASS II
 AJ0877
 AJ0877.The horizontal coordinates were scaled from a topographic map and have
 AJ0877.an estimated accuracy of +/- 6 seconds.
 AJ0877
 AJ0877.The orthometric height was determined by differential leveling
 AJ0877.and adjusted by the National Geodetic Survey in June 1991..
 AJ0877
 AJ0877.The geoid height was determined by GEOID03.
 AJ0877
 AJ0877.The dynamic height is computed by dividing the NAVD 88
 AJ0877.geopotential number by the normal gravity value computed on the
 AJ0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0877.degrees latitude (g = 980.6199 gals.).
 AJ0877
 AJ0877.The modeled gravity was interpolated from observed gravity values.
 AJ0877
 AJ0877;                    North         East    Units  Estimated Accuracy
 AJ0877;SPC TX S     - 5,203,460.      211,900.      MT  (+/- 180 meters Scaled)
 AJ0877
 AJ0877                          SUPERSEDED SURVEY CONTROL
 AJ0877
 AJ0877  NGVD 29 (??/??/92)  149.45   (m)          490.3    (f) COMPUTED    1 2
 AJ0877
 AJ0877.Superseded values are not recommended for survey control.
 AJ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0877.See file dsdata.txt to determine how the superseded data were derived.
 AJ0877
 AJ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR613419(NAD 83)
 AJ0877_MARKER: Z = SEE DESCRIPTION
 AJ0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0877_SP_SET: RAIL
 AJ0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0877
 AJ0877  HISTORY     - Date     Condition        Report By
 AJ0877  HISTORY     - UNK      MONUMENTED
 AJ0877  HISTORY     - 1933     GOOD             NGS
 AJ0877  HISTORY     - 1964     MARK NOT FOUND   USGS
 AJ0877
 AJ0877                          STATION DESCRIPTION
 AJ0877
 AJ0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0877'7.8 MI E FROM LAREDO.
 AJ0877'ON THE TEXAS-MEXICAN R.R. 60 FT. NORTH OF THE TRACKS AND 10 FT. NORTH
 AJ0877'OF MILEPOST 9. A 6 FT. RAIL SECTION BURIED IN THE GROUND.
 AJ0877
 AJ0877                          STATION RECOVERY (1964)
 AJ0877
 AJ0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AJ0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0051 ***********************************************************************
 AJ0051  DESIGNATION -  TEX MEX 92
 AJ0051  PID         -  AJ0051
 AJ0051  STATE/COUNTY-  TX/DUVAL
 AJ0051  USGS QUAD   -  BENAVIDES (1968)
 AJ0051
 AJ0051                         *CURRENT SURVEY CONTROL
 AJ0051  ___________________________________________________________________
 AJ0051* NAD 83(1986)-  27 36 01.     (N)    098 24 16.     (W)     SCALED    
 AJ0051* NAVD 88     -       111.954  (meters)     367.30   (feet)  ADJUSTED  
 AJ0051  ___________________________________________________________________
 AJ0051  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AJ0051  DYNAMIC HT  -         111.778 (meters)     366.73  (feet)  COMP
 AJ0051  MODELED GRAV-     979,074.8   (mgal)                       NAVD 88
 AJ0051
 AJ0051  VERT ORDER  -  FIRST     CLASS II
 AJ0051
 AJ0051.The horizontal coordinates were scaled from a topographic map and have
 AJ0051.an estimated accuracy of +/- 6 seconds.
 AJ0051
 AJ0051.The orthometric height was determined by differential leveling
 AJ0051.and adjusted by the National Geodetic Survey in June 1991..
 AJ0051
 AJ0051.The geoid height was determined by GEOID03.
 AJ0051
 AJ0051.The dynamic height is computed by dividing the NAVD 88
 AJ0051.geopotential number by the normal gravity value computed on the
 AJ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0051.degrees latitude (g = 980.6199 gals.).
 AJ0051
 AJ0051.The modeled gravity was interpolated from observed gravity values.
 AJ0051
 AJ0051;                    North         East    Units  Estimated Accuracy
 AJ0051;SPC TX S     - 5,214,240.      309,430.      MT  (+/- 180 meters Scaled)
 AJ0051
 AJ0051                          SUPERSEDED SURVEY CONTROL
 AJ0051
 AJ0051  NGVD 29 (??/??/92)  112.022  (m)          367.53   (f) ADJ UNCH    1 2
 AJ0051
 AJ0051.Superseded values are not recommended for survey control.
 AJ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0051.See file dsdata.txt to determine how the superseded data were derived.
 AJ0051
 AJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR587530(NAD 83)
 AJ0051_MARKER: Z = SEE DESCRIPTION
 AJ0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0051_SP_SET: SECTION RAIL
 AJ0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0051
 AJ0051  HISTORY     - Date     Condition        Report By
 AJ0051  HISTORY     - UNK      MONUMENTED
 AJ0051  HISTORY     - 1933     GOOD             NGS
 AJ0051  HISTORY     - 1934     GOOD             NGS
 AJ0051
 AJ0051                          STATION DESCRIPTION
 AJ0051
 AJ0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0051'0.6 MI E FROM BENAVIDES.
 AJ0051'ON THE TEXAS-MEXICAN R.R. AT MILEPOST 92.  50 FT. NORTH OF TRACK.  12
 AJ0051'FT. NORTH OF MILEPOST.  AND 3 FT. NORTH OF TELEPHONE POLE.  A 6 FT.
 AJ0051'RAIL BURIED IN THE GROUND WITH 6 IN. PROTRUDING ABOVE SURFACE OF THE
 AJ0051'GROUND.  HIGHEST POINT USED.
 AJ0051
 AJ0051                          STATION RECOVERY (1934)
 AJ0051
 AJ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0048 ***********************************************************************
 AJ0048  DESIGNATION -  TEX MEX 95
 AJ0048  PID         -  AJ0048
 AJ0048  STATE/COUNTY-  TX/DUVAL
 AJ0048  USGS QUAD   -  BENAVIDES NW (1968)
 AJ0048
 AJ0048                         *CURRENT SURVEY CONTROL
 AJ0048  ___________________________________________________________________
 AJ0048* NAD 83(1986)-  27 37 59.     (N)    098 22 42.     (W)     SCALED    
 AJ0048* NAVD 88     -       121.451  (meters)     398.46   (feet)  ADJUSTED  
 AJ0048  ___________________________________________________________________
 AJ0048  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AJ0048  DYNAMIC HT  -         121.261 (meters)     397.84  (feet)  COMP
 AJ0048  MODELED GRAV-     979,078.0   (mgal)                       NAVD 88
 AJ0048
 AJ0048  VERT ORDER  -  FIRST     CLASS II
 AJ0048
 AJ0048.The horizontal coordinates were scaled from a topographic map and have
 AJ0048.an estimated accuracy of +/- 6 seconds.
 AJ0048
 AJ0048.The orthometric height was determined by differential leveling
 AJ0048.and adjusted by the National Geodetic Survey in June 1991..
 AJ0048
 AJ0048.The geoid height was determined by GEOID03.
 AJ0048
 AJ0048.The dynamic height is computed by dividing the NAVD 88
 AJ0048.geopotential number by the normal gravity value computed on the
 AJ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0048.degrees latitude (g = 980.6199 gals.).
 AJ0048
 AJ0048.The modeled gravity was interpolated from observed gravity values.
 AJ0048
 AJ0048;                    North         East    Units  Estimated Accuracy
 AJ0048;SPC TX S     - 5,217,870.      312,010.      MT  (+/- 180 meters Scaled)
 AJ0048
 AJ0048                          SUPERSEDED SURVEY CONTROL
 AJ0048
 AJ0048  NGVD 29 (??/??/92)  121.518  (m)          398.68   (f) ADJ UNCH    1 2
 AJ0048
 AJ0048.Superseded values are not recommended for survey control.
 AJ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0048.See file dsdata.txt to determine how the superseded data were derived.
 AJ0048
 AJ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR613567(NAD 83)
 AJ0048_MARKER: Z = SEE DESCRIPTION
 AJ0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0048_SP_SET: SECTION RAIL
 AJ0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0048
 AJ0048  HISTORY     - Date     Condition        Report By
 AJ0048  HISTORY     - UNK      MONUMENTED
 AJ0048  HISTORY     - 1933     GOOD             NGS
 AJ0048  HISTORY     - 1934     GOOD             NGS
 AJ0048
 AJ0048                          STATION DESCRIPTION
 AJ0048
 AJ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0048'3.8 MI E FROM BENAVIDES.
 AJ0048'ON THE TEXAS-MEXICAN RR. AT MILE POST 95.  38 FT. N OF TRACK.  10 FT.
 AJ0048'N OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN. ABOVE
 AJ0048'GROUND.  HIGHEST POINT USED.
 AJ0048
 AJ0048                          STATION RECOVERY (1934)
 AJ0048
 AJ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0047 ***********************************************************************
 AJ0047  DESIGNATION -  TEX MEX 96
 AJ0047  PID         -  AJ0047
 AJ0047  STATE/COUNTY-  TX/DUVAL
 AJ0047  USGS QUAD   -  BENAVIDES NW (1968)
 AJ0047
 AJ0047                         *CURRENT SURVEY CONTROL
 AJ0047  ___________________________________________________________________
 AJ0047* NAD 83(1986)-  27 38 40.     (N)    098 22 32.     (W)     SCALED    
 AJ0047* NAVD 88     -       128.974  (meters)     423.14   (feet)  ADJUSTED  
 AJ0047  ___________________________________________________________________
 AJ0047  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AJ0047  DYNAMIC HT  -         128.772 (meters)     422.48  (feet)  COMP
 AJ0047  MODELED GRAV-     979,078.8   (mgal)                       NAVD 88
 AJ0047
 AJ0047  VERT ORDER  -  FIRST     CLASS II
 AJ0047
 AJ0047.The horizontal coordinates were scaled from a topographic map and have
 AJ0047.an estimated accuracy of +/- 6 seconds.
 AJ0047
 AJ0047.The orthometric height was determined by differential leveling
 AJ0047.and adjusted by the National Geodetic Survey in June 1991..
 AJ0047
 AJ0047.The geoid height was determined by GEOID03.
 AJ0047
 AJ0047.The dynamic height is computed by dividing the NAVD 88
 AJ0047.geopotential number by the normal gravity value computed on the
 AJ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0047.degrees latitude (g = 980.6199 gals.).
 AJ0047
 AJ0047.The modeled gravity was interpolated from observed gravity values.
 AJ0047
 AJ0047;                    North         East    Units  Estimated Accuracy
 AJ0047;SPC TX S     - 5,219,130.      312,280.      MT  (+/- 180 meters Scaled)
 AJ0047
 AJ0047                          SUPERSEDED SURVEY CONTROL
 AJ0047
 AJ0047  NGVD 29 (??/??/92)  129.040  (m)          423.36   (f) ADJ UNCH    1 2
 AJ0047
 AJ0047.Superseded values are not recommended for survey control.
 AJ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0047.See file dsdata.txt to determine how the superseded data were derived.
 AJ0047
 AJ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR615579(NAD 83)
 AJ0047_MARKER: Z = SEE DESCRIPTION
 AJ0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0047_SP_SET: SECTION RAIL
 AJ0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0047
 AJ0047  HISTORY     - Date     Condition        Report By
 AJ0047  HISTORY     - UNK      MONUMENTED
 AJ0047  HISTORY     - 1933     GOOD             NGS
 AJ0047  HISTORY     - 1934     GOOD             NGS
 AJ0047
 AJ0047                          STATION DESCRIPTION
 AJ0047
 AJ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0047'4.8 MI E FROM BENAVIDES.
 AJ0047'ON THE TEXAS-MEXICAN RR. AT MILE POST 96.  40 FT. N OF TRACK.  18 FT.
 AJ0047'N OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN. ABOVE
 AJ0047'GROUND.  HIGHEST POINT USED.
 AJ0047
 AJ0047                          STATION RECOVERY (1934)
 AJ0047
 AJ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0648 ***********************************************************************
 EN0648  DESIGNATION -  TEX OKLA OLD BDRY T2 3N R27W
 EN0648  PID         -  EN0648
 EN0648  STATE/COUNTY-  TX/CHILDRESS
 EN0648  USGS QUAD   -  ARLIE (1984)
 EN0648
 EN0648                         *CURRENT SURVEY CONTROL
 EN0648  ___________________________________________________________________
 EN0648* NAD 83(1993)-  34 40 54.26432(N)    100 00 44.68335(W)     ADJUSTED  
 EN0648* NAVD 88     -       517.     (meters)    1696.     (feet)  SCALED    
 EN0648  ___________________________________________________________________
 EN0648  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 EN0648  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EN0648
 EN0648  HORZ ORDER  -  SECOND
 EN0648
 EN0648.The horizontal coordinates were established by classical geodetic methods
 EN0648.and adjusted by the National Geodetic Survey in February 1996..
 EN0648
 EN0648.The orthometric height was scaled from a topographic map.
 EN0648
 EN0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0648
 EN0648.The geoid height was determined by GEOID03.
 EN0648
 EN0648;                    North         East     Units Scale Factor Converg.
 EN0648;SPC TX N     - 1,076,656.965   336,316.758   MT  0.99999279   +0 51 43.6
 EN0648;SPC TX N     - 3,532,332.06  1,103,399.23   sFT  0.99999279   +0 51 43.6
 EN0648;SPC OK S     -   151,408.208   415,605.886   MT  0.99993739   -1 08 32.2
 EN0648;SPC OK S     -   496,745.10  1,363,533.64   sFT  0.99993739   -1 08 32.2
 EN0648;UTM  14      - 3,838,216.443   407,257.736   MT  0.99970601   -0 34 34.0
 EN0648
 EN0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0648!SPC TX N     -   0.99992323  x   0.99999279  =   0.99991602
 EN0648!SPC OK S     -   0.99992323  x   0.99993739  =   0.99986062
 EN0648!UTM  14      -   0.99992323  x   0.99970601  =   0.99962926
 EN0648
 EN0648                          SUPERSEDED SURVEY CONTROL
 EN0648
 EN0648  NAD 83(1993)-  34 40 54.26433(N)    100 00 44.68337(W) AD(       ) 2
 EN0648  NAD 83(1986)-  34 40 54.26961(N)    100 00 44.67573(W) AD(       ) 2
 EN0648  NAD 27      -  34 40 54.05000(N)    100 00 43.31000(W) AD(       ) 2
 EN0648
 EN0648.Superseded values are not recommended for survey control.
 EN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0648.See file dsdata.txt to determine how the superseded data were derived.
 EN0648
 EN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0725838216(NAD 83)
 EN0648_MARKER: X = CHISELED CROSS
 EN0648_SETTING: 0 = UNSPECIFIED SETTING
 EN0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0648
 EN0648  HISTORY     - Date     Condition        Report By
 EN0648  HISTORY     - 1923     MONUMENTED       CGS
 EN0648
 EN0648                          STATION DESCRIPTION
 EN0648
 EN0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EN0648'STATION IS 5-1/2 MI. W OF THE TOWN OF HOLLIS, IN THE CENTER
 EN0648'OF THE ROAD LEADING FROM HOLLIS TO BUCK CREEK, AND 80.04 M.
 EN0648'(262.6 FT.) N 00 DEG 40 MIN E FROM STATION LINE.
 EN0648'STATION IS ON THE OLD STATE LINE, AND ON LINE BETWEEN SECTIONS
 EN0648'2 AND 35, TPS. 2 AND 3 N, R 27 W, OF THE OKLAHOMA LAND SURVEY.
 EN0648'MARKED BY A SQUARE BLOCK OF LIMESTONE WITH A CROSS CUT IN
 EN0648'THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0650 ***********************************************************************
 EN0650  DESIGNATION -  TEX OKLA OLD BDRY T1N R27W 2
 EN0650  PID         -  EN0650
 EN0650  STATE/COUNTY-  TX/CHILDRESS
 EN0650  USGS QUAD   -  GARDEN VALLEY (1985)
 EN0650
 EN0650                         *CURRENT SURVEY CONTROL
 EN0650  ___________________________________________________________________
 EN0650* NAD 83(1993)-  34 34 46.78834(N)    100 00 49.69489(W)     ADJUSTED  
 EN0650* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 EN0650  ___________________________________________________________________
 EN0650  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 EN0650  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EN0650
 EN0650  HORZ ORDER  -  SECOND
 EN0650
 EN0650.The horizontal coordinates were established by classical geodetic methods
 EN0650.and adjusted by the National Geodetic Survey in February 1996..
 EN0650
 EN0650.The orthometric height was scaled from a topographic map.
 EN0650
 EN0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0650
 EN0650.The geoid height was determined by GEOID03.
 EN0650
 EN0650;                    North         East     Units Scale Factor Converg.
 EN0650;SPC TX N     - 1,065,332.518   336,359.421   MT  1.00001704   +0 51 40.7
 EN0650;SPC TX N     - 3,495,178.44  1,103,539.20   sFT  1.00001704   +0 51 40.7
 EN0650;SPC OK S     -   140,089.971   415,252.465   MT  0.99993595   -1 08 35.0
 EN0650;SPC OK S     -   459,611.85  1,362,374.13   sFT  0.99993595   -1 08 35.0
 EN0650;UTM  14      - 3,826,897.868   407,016.371   MT  0.99970657   -0 34 31.5
 EN0650
 EN0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0650!SPC TX N     -   0.99992702  x   1.00001704  =   0.99994406
 EN0650!SPC OK S     -   0.99992702  x   0.99993595  =   0.99986298
 EN0650!UTM  14      -   0.99992702  x   0.99970657  =   0.99963361
 EN0650
 EN0650                          SUPERSEDED SURVEY CONTROL
 EN0650
 EN0650  NAD 83(1993)-  34 34 46.78834(N)    100 00 49.69489(W) AD(       ) 2
 EN0650  NAD 83(1986)-  34 34 46.79423(N)    100 00 49.68676(W) AD(       ) 2
 EN0650  NAD 27      -  34 34 46.56000(N)    100 00 48.32000(W) AD(       ) 2
 EN0650
 EN0650.Superseded values are not recommended for survey control.
 EN0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0650.See file dsdata.txt to determine how the superseded data were derived.
 EN0650
 EN0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0701626898(NAD 83)
 EN0650_MARKER: X = CHISELED CROSS
 EN0650_SETTING: 0 = UNSPECIFIED SETTING
 EN0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0650
 EN0650  HISTORY     - Date     Condition        Report By
 EN0650  HISTORY     - 1923     MONUMENTED       CGS
 EN0650
 EN0650                          STATION DESCRIPTION
 EN0650
 EN0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EN0650'STATION IS ABOUT 5-1/2 MI. W AND 7 MI. S OF HOLLIS, AND 206.87
 EN0650'M. (678.7 FT.) N 00 DEG 13 MIN W FROM STATION
 EN0650'INITIAL.  A GRAY STONE WITH A CROSS CUT IN THE TOP COMMON TO THE
 EN0650'OLD STATE LINE, AND TO SECTIONS 2 AND 11, T 1 N, R 27 W, OF THE
 EN0650'OKLAHOMA LAND SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6278 ***********************************************************************
 AW6278  DESIGNATION -  TEXACO
 AW6278  PID         -  AW6278
 AW6278  STATE/COUNTY-  TX/HARRIS
 AW6278  USGS QUAD   -  JACINTO CITY (1982)
 AW6278
 AW6278                         *CURRENT SURVEY CONTROL
 AW6278  ___________________________________________________________________
 AW6278* NAD 83(1993)-  29 47 58.66604(N)    095 13 00.20490(W)     ADJUSTED  
 AW6278* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AW6278  ___________________________________________________________________
 AW6278  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW6278  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6278
 AW6278  HORZ ORDER  -  FIRST
 AW6278
 AW6278.The horizontal coordinates were established by classical geodetic methods
 AW6278.and adjusted by the National Geodetic Survey in February 1996..
 AW6278
 AW6278.The orthometric height was scaled from a topographic map.
 AW6278
 AW6278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6278
 AW6278.The geoid height was determined by GEOID03.
 AW6278
 AW6278;                    North         East     Units Scale Factor Converg.
 AW6278;SPC TXSC     - 4,223,834.732   965,663.543   MT  0.99989603   +1 51 12.5
 AW6278;SPC TXSC     -13,857,697.78  3,168,181.14   sFT  0.99989603   +1 51 12.5
 AW6278;UTM  15      - 3,298,643.415   285,746.700   MT  1.00016641   -1 06 07.4
 AW6278
 AW6278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6278!SPC TXSC     -   1.00000255  x   0.99989603  =   0.99989858
 AW6278!UTM  15      -   1.00000255  x   1.00016641  =   1.00016896
 AW6278
 AW6278:                Primary Azimuth Mark                     Grid Az
 AW6278:SPC TXSC     -  TEXACO AZ MK                             091 01 20.8
 AW6278:UTM  15      -  TEXACO AZ MK                             093 58 40.7
 AW6278
 AW6278|---------------------------------------------------------------------|
 AW6278| PID    Reference Object                     Distance      Geod. Az  |
 AW6278|                                                           dddmmss.s |
 AW6278| CV6859 TEXACO AZ MK                                       0925233.3 |
 AW6278| CV6860 TEXACO RM 1                          28.633 METERS 18652     |
 AW6278| CV6861 TEXACO RM 2                          34.197 METERS 26527     |
 AW6278|---------------------------------------------------------------------|
 AW6278
 AW6278                          SUPERSEDED SURVEY CONTROL
 AW6278
 AW6278  NAD 83(1986)-  29 47 58.68116(N)    095 13 00.18584(W) AD(       ) 1
 AW6278  NAD 27      -  29 47 57.86772(N)    095 12 59.42408(W) AD(       ) 1
 AW6278
 AW6278.Superseded values are not recommended for survey control.
 AW6278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6278.See file dsdata.txt to determine how the superseded data were derived.
 AW6278
 AW6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8574798643(NAD 83)
 AW6278_MARKER: DS = TRIANGULATION STATION DISK
 AW6278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW6278+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AW6278
 AW6278  HISTORY     - Date     Condition        Report By
 AW6278  HISTORY     - 1968     MONUMENTED       CGS
 AW6278  HISTORY     - 19940911 GOOD             USPSQD
 AW6278  HISTORY     - 20050428 GOOD             ENGLE
 AW6278
 AW6278                          STATION DESCRIPTION
 AW6278
 AW6278'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6278'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF THE CENTER
 AW6278'OF HOUSTON, 6-3/4 MILES NORTHWEST OF CHANNELVIEW, 2 MILES NORTH OF
 AW6278'INTERSTATE HIGHWAY 10, IN THE NORTHWEST CORNER OF THE TEXACO GOLF
 AW6278'CLUB AND ON PROPERTY OF TEXACO INCORPORATED.
 AW6278'
 AW6278'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 90, 90A AND
 AW6278'INTERSTATE 610 IN THE NORTHEAST EDGE OF HOUSTON, GO NORTHEAST ON
 AW6278'U.S. HIGHWAY 90 FOR 4.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO IN
 AW6278'A SOUTHERLY DIRECTION ON FARM ROAD 526 FOR 2.5 MILES TO A SIDE
 AW6278'ROAD LEFT.  TURN LEFT AND GO EAST ON TEXACO ROAD FOR 0.15 MILE TO
 AW6278'A DRIVEWAY TO HOUSE NO. 12501 ON THE LEFT AND THE STATION ON
 AW6278'THE RIGHT.
 AW6278'
 AW6278'THE STATION MARK IS A STANDARD DISK STAMPED TEXACO 1968, SET IN THE
 AW6278'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6278'GROUND.  IT IS 59 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AW6278'16TH TEE OF THE GOLF COURSE, 52 FEET SOUTHWEST OF A TELEPHONE LINE
 AW6278'GUY POLE AND 42 FEET SOUTH OF THE CENTER OF TEXACO ROAD.
 AW6278'
 AW6278'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TEXACO NO 1 1968, SET IN
 AW6278'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6278'GROUND.  IT IS 25 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 AW6278'THE 16TH TEE OF THE GOLF COURSE AND 9 FEET SOUTH OF THE CENTER OF A
 AW6278'SHELL WALKWAY.
 AW6278'
 AW6278'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TEXACO NO 2 1968, SET IN
 AW6278'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6278'GROUND.  IT IS 34 FEET SOUTH OF THE CENTER OF TEXACO ROAD, 4 FEET
 AW6278'SOUTHEAST OF A POWER LINE GUY POLE AND 3 FEET NORTHEAST OF A
 AW6278'T-FENCE CORNER.
 AW6278'
 AW6278'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TEXACO 1968, SET IN
 AW6278'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6278'1 INCH ABOVE THE GROUND.  IT IS 66 FEET SOUTH OF THE CENTER OF THE
 AW6278'PAVED ENTRANCE ROAD TO THE GOLF COURSE, 53 FEET SOUTHEAST OF THE
 AW6278'CENTER OF INTERSECTION OF A DIRT ROAD AND THE PAVED ENTRANCE ROAD
 AW6278'TO THE GOLF COURSE AND 16 FEET SOUTH OF THE SOUTH EDGE OF THE
 AW6278'14TH GREEN OF THE GOLF COURSE.
 AW6278'
 AW6278'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON TEXACO ROAD
 AW6278'FOR 0.3 MILE TO THE ENTRANCE TO THE TEXACO GOLF CLUB ON THE RIGHT.
 AW6278'TURN RIGHT AND GO SOUTHEAST ON THE PAVED ENTRANCE ROAD FOR 0.05
 AW6278'MILE TO THE MARK ON THE RIGHT.
 AW6278'
 AW6278'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 AW6278
 AW6278                          STATION RECOVERY (1994)
 AW6278
 AW6278'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6278'RECOVERED IN GOOD CONDITION.
 AW6278
 AW6278                          STATION RECOVERY (2005)
 AW6278
 AW6278'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AW6278'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION WITH WITNESS
 AW6278'POSTS STILL PRESENT.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION
 AW6278'AT GROUND LEVEL DUE TO A NICE, LARGE OAK TREE THAT HAS GROWN IN LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1030 ***********************************************************************
 CD1030  DESIGNATION -  TEXAN
 CD1030  PID         -  CD1030
 CD1030  STATE/COUNTY-  TX/HUDSPETH
 CD1030  USGS QUAD   -  SIERRA BLANCA (1979)
 CD1030
 CD1030                         *CURRENT SURVEY CONTROL
 CD1030  ___________________________________________________________________
 CD1030* NAD 83(1993)-  31 10 06.97220(N)    105 22 04.12032(W)     ADJUSTED  
 CD1030* NAVD 88     -      1549.8    (meters)    5085.     (feet)  VERTCON   
 CD1030  ___________________________________________________________________
 CD1030  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CD1030  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CD1030
 CD1030  HORZ ORDER  -  FIRST
 CD1030
 CD1030.The horizontal coordinates were established by classical geodetic methods
 CD1030.and adjusted by the National Geodetic Survey in February 1996..
 CD1030
 CD1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1030
 CD1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1030
 CD1030.The geoid height was determined by GEOID03.
 CD1030
 CD1030;                    North         East     Units Scale Factor Converg.
 CD1030;SPC TX C     - 3,177,355.516   220,252.480   MT  0.99988598   -2 35 35.0
 CD1030;SPC TX C     -10,424,373.89    722,611.68   sFT  0.99988598   -2 35 35.0
 CD1030;UTM  13      - 3,448,345.898   464,948.333   MT  0.99961515   -0 11 25.3
 CD1030
 CD1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1030!SPC TX C     -   0.99976032  x   0.99988598  =   0.99964633
 CD1030!UTM  13      -   0.99976032  x   0.99961515  =   0.99937556
 CD1030
 CD1030:                Primary Azimuth Mark                     Grid Az
 CD1030:SPC TX C     -  TEXAN AZ MK                              018 26 03.1
 CD1030:UTM  13      -  TEXAN AZ MK                              016 01 53.4
 CD1030
 CD1030|---------------------------------------------------------------------|
 CD1030| PID    Reference Object                     Distance      Geod. Az  |
 CD1030|                                                           dddmmss.s |
 CD1030| CD0799 TEXAN AZ MK                                        0155028.1 |
 CD1030| CH9730 TEXAN RM 1                            3.975 METERS 02537     |
 CD1030| CD1028 SIERRA BLANCA HIGH SCHOOL CHIM      APPROX. 1.6 KM 0453857.8 |
 CD1030| CD1033 SIERRA BLANCA WATER CO W TANK       APPROX. 0.7 KM 0595015.2 |
 CD1030| CD1032 SIERRA BLANCA WATER CO E TANK       APPROX. 0.7 KM 0601131.0 |
 CD1030| CD1029 SIERRA BLANCA CO N WELL TWR         APPROX. 2.1 KM 0842941.5 |
 CD1030| CD1026 SIERRA BLANCA CO S WELL TWR         APPROX. 2.1 KM 0845051.8 |
 CD1030| CH9731 TEXAN RM 2                                         14443     |
 CD1030| CD1065 MOUNTAIN PEAK S OF QUITMAN 2        APPROX.13.9 KM 2465049.8 |
 CD1030| CD1040 MOUNTAIN PEAK N OF QUITMAN 2        APPROX.12.6 KM 2722708.5 |
 CD1030|---------------------------------------------------------------------|
 CD1030
 CD1030                          SUPERSEDED SURVEY CONTROL
 CD1030
 CD1030  NAD 83(1986)-  31 10 06.97989(N)    105 22 04.11424(W) AD(       ) 1
 CD1030  NAD 27      -  31 10 06.51800(N)    105 22 02.28100(W) AD(       ) 1
 CD1030  NGVD 29 (07/19/86) 1549.2    (m)         5083.     (f) VERT ANG       
 CD1030
 CD1030.Superseded values are not recommended for survey control.
 CD1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1030.See file dsdata.txt to determine how the superseded data were derived.
 CD1030
 CD1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6494848346(NAD 83)
 CD1030_MARKER: DS = TRIANGULATION STATION DISK
 CD1030_SETTING: 66 = SET IN ROCK OUTCROP
 CD1030
 CD1030  HISTORY     - Date     Condition        Report By
 CD1030  HISTORY     - 1934     MONUMENTED       CGS
 CD1030  HISTORY     - 1945     GOOD             USGS
 CD1030  HISTORY     - 1956     GOOD             CGS
 CD1030  HISTORY     - 1962     POOR             TXHD
 CD1030  HISTORY     - 1968     SEE DESCRIPTION  CGS
 CD1030
 CD1030                          STATION DESCRIPTION
 CD1030
 CD1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1030'ONE MILE, AIRLINE, SOUTHWEST OF SIERRA BLANCA, IN THE CENTER
 CD1030'OF THE ROCK RIM OF THE HIGHEST HILL OVERLOOKING SIERRA BLANCA.
 CD1030'
 CD1030'TO REACH FROM THE BASE OF THE HILL BACK OF THE TEXAS AND
 CD1030'PACIFIC RAILROAD OIL STORAGE TANK, GO SOUTH UP THE RIDGE, AND
 CD1030'FOLLOW A WIRE FENCE TO THE HIGHEST POINT AND STATION.  THIS IS
 CD1030'ABOUT A 20-MINUTE PACK.  WATER AND SUPPLIES AT SIERRA BLANCA.
 CD1030'
 CD1030'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 CD1030'IN OUTCROPPING BEDROCK.  AZIMUTH
 CD1030'MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 CD1030'
 CD1030'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 0.4 MILE WEST
 CD1030'OF SIERRA BLANCA POST OFFICE ON U.S. HIGHWAY 80, 56.45 FEET
 CD1030'SOUTH OF THE SOUTH EDGE OF THE PAVEMENT, 148.25 FEET WEST OF THE
 CD1030'WEST EDGE OF CONCRETE CULVERT, 184.5 FEET EAST OF THE EAST FENCE
 CD1030'AROUND TEXAS AND PACIFIC RAILROAD OIL TANK, AND 354 FEET
 CD1030'EAST-NORTHEAST OF THE LADDER ON TEXAS AND PACIFIC RAILROAD OIL
 CD1030'TANK.  THE CONCRETE POST OF THE AZIMUTH MARK PROJECTS 4 INCHES
 CD1030'ABOVE GROUND.
 CD1030'
 CD1030'THE POINTED PEAK IS A NATURAL AZIMUTH WEST-SOUTHWEST OF THE
 CD1030'STATION.
 CD1030'
 CD1030'THE DOME-SHAPED PEAK IS ALSO A NATURAL AZIMUTH WEST OF THE
 CD1030'STATION.
 CD1030'
 CD1030'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CD1030
 CD1030                          STATION RECOVERY (1945)
 CD1030
 CD1030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945 (WCE)
 CD1030'STATION MARK--STANDARD NGS DISK, STAMPED -TEXAN 1934- SET IN DRILL
 CD1030'HOLE IN OUTCROPPING BEDROCK.
 CD1030
 CD1030                          STATION RECOVERY (1956)
 CD1030
 CD1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CD1030'AZIMUTH MARK IS 0.4 MI. W ALONG THE TEXAS AND NEW ORLEANS
 CD1030'RAILROAD FROM THE STATION AT SIERRA BLANCA, 347 FT. S OF THE
 CD1030'S RAIL OF THE MAIN TRACK, 118 FT. NE OF THE E END OF A BUTANE
 CD1030'TANK, 64.5 FT. S OF THE CENTERLINE OF U.S. HIGHWAY 80, 148.5 FT.
 CD1030'SW OF THE W END OF THE S HEADWALL OF A CONCRETE CULVERT, 1 FT.
 CD1030'N OF A WITNESS POST, A REFERENCE-MARK DISK, SET IN THE TOP
 CD1030'OF A CONCRETE POST WHICH PROJECTS 0.7 FT. ABOVE THE GROUND, AND
 CD1030'STAMPED TEXAN 1934 AZIMUTH.
 CD1030
 CD1030                          STATION RECOVERY (1962)
 CD1030
 CD1030'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1962
 CD1030'STATION, R.M. 1 AND AZIMUTH MARK WERE FOUND AS DESCRIBED.  THE
 CD1030'STATION MARK DISK HAS BEEN DAMAGED BY SOMEONE WITH AN AXE
 CD1030'OR OTHER SHARP TOOL.  ALL THAT REMAINS OF THE BRONZE DISK
 CD1030'IS THE SHAFT THAT IS WEDGED IN BEDROCK.  THE REFERENCE MARK
 CD1030'AND AZIMUTH MARK ARE IN GOOD CONDITION.
 CD1030
 CD1030                          STATION RECOVERY (1968)
 CD1030
 CD1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD1030'STATION MARK WAS RECOVERED, THE DISK HAS BEEN BROKEN OFF BUT THE
 CD1030'SHANK REMAINS FIRMLY EMBEDDED IN ROCK.  A SMALL TRIANGLE WITH
 CD1030'A PUNCH HOLE IN THE CENTER HAS BEEN IMPRINTED ON THE
 CD1030'SHANK.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CD1030'RECOVERED IN GOOD CONDITION.
 CD1030'
 CD1030'THE STATION IS LOCATED ABOUT 32 MILES WEST-NORTHWEST OF VAN
 CD1030'HORN, ABOUT 1 MILE SOUTHWEST OF SIERRA BLANCA ON THE HIGHEST
 CD1030'POINT OF THE HIGHEST HILL OVERLOOKING SIERRA BLANCA, THE TEXAS
 CD1030'HIGHWAY DEPARTMENT HAS A RADIO ANTENNA AND BUILDING ON TOP OF
 CD1030'THIS HILL.
 CD1030'
 CD1030'TO REACH FROM THE POST OFFICE IN SIERRA BLANCA GO WEST ON
 CD1030'U.S. HIGHWAY 80 (BUSINESS) FOR 0.3 MILE TO A GARAGE ON THE
 CD1030'RIGHT AND THE AZIMUTH MARK ON THE LEFT JUST AFTER CROSSING A
 CD1030'CONCRETE CULVERT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.6 MILE,
 CD1030'TURN LEFT ONTO ACCESS ROAD AND GO SOUTHWEST CROSSING OVER
 CD1030'INTERSTATE HIGHWAY 10 FOR 0.4 MILE TO A CATTLEGUARD.  CROSS
 CD1030'CATTLEGUARD AND GO SOUTH ON BLADED ROAD FOR 0.25 MILE TO 2
 CD1030'HOUSES.  PASS BETWEEN HOUSES AND CONTINUE SOUTH FOR 0.15
 CD1030'MILE.  HERE BEAR LEFT AND EASTERLY ON TRACK AND BULLDOZED
 CD1030'ROAD FOR 0.75 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 CD1030'ON BULLDOZED ROAD FOR 0.35 MILE TO A LOCKED GATE.  PASS
 CD1030'THROUGH GATE AND CONTINUE SOUTH UP STEEP HILL FOR 0.15 MILE
 CD1030'TO TOP OF HILL AND STATION JUST SOUTH OF A SMALL WHITE
 CD1030'CONCRETE BLOCK BUILDING.
 CD1030'
 CD1030'THE STATION MARK IS A STANDARD STATION MARK DISK SHANK, CEMENTED
 CD1030'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 50 FEET
 CD1030'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SMALL BUILDING
 CD1030'AND IS ON THE HIGHEST PART OF THE ROCK OUTCROP.
 CD1030'
 CD1030'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TEXAN 1934 NO 1,
 CD1030'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 24 FEET
 CD1030'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SMALL BUILDING AND
 CD1030'ABOUT 4 FEET LOWER THAN THE STATION MARK.
 CD1030'
 CD1030'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TEXAN 1934 NO 2,
 CD1030'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 75 FEET
 CD1030'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SMALL BUILDING
 CD1030'AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 CD1030'
 CD1030'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 CD1030'TEXAN 1934 AZIMUTH, IT IS SET IN THE TOP OF A 10 INCH SQUARE
 CD1030'CONCRETE MARK AND PROJECTS 6 INCHES.  IT IS 66 FEET SOUTH OF
 CD1030'THE CENTERLINE OF THE HIGHWAY, 63 FEET WEST-SOUTHWEST OF A
 CD1030'TELEPHONE POLE AND 1 FOOT NORTH OF A 4X4 WOODEN WITNESS POST.
 CD1030'
 CD1030'HEIGHT OF LIGHT ABOVE STATION MARK 9.9 FEET.
 CD1030'
 CD1030'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CD1030'1 MILE SOUTHWEST OF SIERRA BLANCA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0799 ***********************************************************************
 CD0799  DESIGNATION -  TEXAN AZ MK
 CD0799  PID         -  CD0799
 CD0799  STATE/COUNTY-  TX/HUDSPETH
 CD0799  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0799
 CD0799                         *CURRENT SURVEY CONTROL
 CD0799  ___________________________________________________________________
 CD0799* NAD 83(1986)-  31 10 35.     (N)    105 21 51.     (W)     SCALED    
 CD0799* NAVD 88     -      1382.863  (meters)    4536.94   (feet)  ADJUSTED  
 CD0799  ___________________________________________________________________
 CD0799  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CD0799  DYNAMIC HT  -        1380.645 (meters)    4529.67  (feet)  COMP
 CD0799  MODELED GRAV-     978,988.4   (mgal)                       NAVD 88
 CD0799
 CD0799  VERT ORDER  -  FIRST     CLASS II
 CD0799
 CD0799.The horizontal coordinates were scaled from a topographic map and have
 CD0799.an estimated accuracy of +/- 6 seconds.
 CD0799
 CD0799.The orthometric height was determined by differential leveling
 CD0799.and adjusted by the National Geodetic Survey in June 1991..
 CD0799
 CD0799.The geoid height was determined by GEOID03.
 CD0799
 CD0799.The dynamic height is computed by dividing the NAVD 88
 CD0799.geopotential number by the normal gravity value computed on the
 CD0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0799.degrees latitude (g = 980.6199 gals.).
 CD0799
 CD0799.The modeled gravity was interpolated from observed gravity values.
 CD0799
 CD0799;                    North         East    Units  Estimated Accuracy
 CD0799;SPC TX C     - 3,178,200.      220,640.      MT  (+/- 180 meters Scaled)
 CD0799
 CD0799                          SUPERSEDED SURVEY CONTROL
 CD0799
 CD0799  NGVD 29 (??/??/92) 1382.260  (m)         4534.96   (f) ADJ UNCH    1 2
 CD0799
 CD0799.Superseded values are not recommended for survey control.
 CD0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0799.See file dsdata.txt to determine how the superseded data were derived.
 CD0799
 CD0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ652492(NAD 83)
 CD0799_MARKER: DR = REFERENCE MARK DISK
 CD0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0799_SP_SET: CONCRETE POST
 CD0799_STAMPING: TEXAN 1934 AZIMUTH
 CD0799_MARK LOGO: CGS   
 CD0799_PROJECTION: PROJECTING 20 CENTIMETERS
 CD0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0799+STABILITY: SURFACE MOTION
 CD0799
 CD0799  HISTORY     - Date     Condition        Report By
 CD0799  HISTORY     - 1934     MONUMENTED       CGS
 CD0799  HISTORY     - 1981     GOOD             NGS
 CD0799
 CD0799                          STATION DESCRIPTION
 CD0799
 CD0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0799'0.6 KM (0.4 MI) NW FROM SIERRA BLANCA.
 CD0799'0.6 KM (0.4 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0799'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.7 KM (0.45 MI) NORTHWEST
 CD0799'OF THE JUNCTION OF RANCH ROAD 1111 AND U.S. HIGHWAY 80 BUSINESS,
 CD0799'ACROSS THE HIGHWAY FROM SLIMS GARAGE, 105.8 METERS (347.0 FT) SOUTH
 CD0799'OF THE NEAR RAIL, 45.3 METERS (148.5 FT) SOUTHWEST OF THE WEST
 CD0799'CORNER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 19.7 METERS
 CD0799'(64.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17.7 METERS
 CD0799'(58.0 FT) WEST OF UTILITY POLE NUMBER 3 49 AND 0.3 METER (1.0 FT)
 CD0799'NORTH OF A 4 BY 4 INCH WOODEN WITNESS POST.
 CD0799'THE MARK IS 2.4 METERS  S FROM  A WITNESS POST AND FENCE
 CD0799'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1034 ***********************************************************************
 CD1034  DESIGNATION -  TEXAN RM A
 CD1034  PID         -  CD1034
 CD1034  STATE/COUNTY-  TX/HUDSPETH
 CD1034  USGS QUAD   -  SIERRA BLANCA (1979)
 CD1034
 CD1034                         *CURRENT SURVEY CONTROL
 CD1034  ___________________________________________________________________
 CD1034* NAD 83(1993)-  31 10 08.58406(N)    105 22 04.72751(W)     ADJUSTED  
 CD1034* NAVD 88     -      1542.7    (meters)    5061.     (feet)  VERTCON   
 CD1034  ___________________________________________________________________
 CD1034  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CD1034  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CD1034
 CD1034  HORZ ORDER  -  FIRST
 CD1034
 CD1034.The horizontal coordinates were established by classical geodetic methods
 CD1034.and adjusted by the National Geodetic Survey in February 1996..
 CD1034
 CD1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1034
 CD1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1034
 CD1034.The geoid height was determined by GEOID03.
 CD1034
 CD1034;                    North         East     Units Scale Factor Converg.
 CD1034;SPC TX C     - 3,177,405.829   220,238.665   MT  0.99988601   -2 35 35.3
 CD1034;SPC TX C     -10,424,538.96    722,566.35   sFT  0.99988601   -2 35 35.3
 CD1034;UTM  13      - 3,448,395.574   464,932.424   MT  0.99961517   -0 11 25.6
 CD1034
 CD1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1034!SPC TX C     -   0.99976143  x   0.99988601  =   0.99964747
 CD1034!UTM  13      -   0.99976143  x   0.99961517  =   0.99937670
 CD1034
 CD1034:                Primary Azimuth Mark                     Grid Az
 CD1034:SPC TX C     -  EAGLE FLAT 2                             109 09 00.2
 CD1034:UTM  13      -  EAGLE FLAT 2                             106 44 50.5
 CD1034
 CD1034|---------------------------------------------------------------------|
 CD1034| PID    Reference Object                     Distance      Geod. Az  |
 CD1034|                                                           dddmmss.s |
 CD1034| CD0535 EAGLE FLAT 2                        APPROX.23.8 KM 1063324.9 |
 CD1034| CD1030 TEXAN                                52.181 METERS 16203     |
 CD1034|---------------------------------------------------------------------|
 CD1034
 CD1034                          SUPERSEDED SURVEY CONTROL
 CD1034
 CD1034  NAD 83(1986)-  31 10 08.59189(N)    105 22 04.72146(W) AD(       ) 1
 CD1034  NAD 27      -  31 10 08.12991(N)    105 22 02.88815(W) AD(       ) 1
 CD1034  NGVD 29 (07/19/86) 1542.1    (m)         5059.     (f) VERT ANG       
 CD1034
 CD1034.Superseded values are not recommended for survey control.
 CD1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1034.See file dsdata.txt to determine how the superseded data were derived.
 CD1034
 CD1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6493248396(NAD 83)
 CD1034_MARKER: DS = TRIANGULATION STATION DISK
 CD1034_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CD1034_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1034
 CD1034  HISTORY     - Date     Condition        Report By
 CD1034  HISTORY     - 1968     MONUMENTED       CGS
 CD1034
 CD1034                          STATION DESCRIPTION
 CD1034
 CD1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD1034'THE STATION IS LOCATED ABOUT 32 MILES WEST-NORTHWEST OF VAN
 CD1034'HORN, 1 MILE SOUTHWEST OF SIERRA BLANCA AND ON THE NORTHWEST
 CD1034'POINT OF THE HILL.
 CD1034'
 CD1034'THE STATION MARK IS A STANDARD DISK, STAMPED TEXAN RM A 1968,
 CD1034'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 10-INCHES BELOW
 CD1034'THE GROUND SURFACE.  IT IS 43 FEET SOUTH OF THE NORTH EDGE OF
 CD1034'THE HILL, 41.6 FEET NORTH OF A POWER LINE POLE AND 17.6 FEET
 CD1034'NORTH OF THE NORTH ONE OF FOUR LEGS OF A SMALL STEEL TOWER.
 CD1034'
 CD1034'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TEXAN 1934.
 CD1034'
 CD1034'TO REACH FROM THE POST OFFICE IN SIERRA BLANCA GO WEST ON
 CD1034'U.S. HIGHWAY 80 (BUSINESS) FOR 0.3 MILE TO A GARAGE ON THE
 CD1034'RIGHT AND THE AZIMUTH MARK ON THE LEFT JUST AFTER CROSSING A
 CD1034'CONCRETE CULVERT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.6 MILE,
 CD1034'TURN LEFT ONTO ACCESS ROAD AND GO SOUTHWEST CROSSING OVER
 CD1034'INTERSTATE HIGHWAY 10 FOR 0.4 MILE TO A CATTLEGUARD.  CROSS
 CD1034'CATTLEGUARD AND GO SOUTH ON BLADED ROAD FOR 0.25 MILE TO 2
 CD1034'HOUSES.  PASS BETWEEN HOUSES AND CONTINUE SOUTH FOR 0.15
 CD1034'MILE.  HERE BEAR LEFT AND EASTERLY ON TRACK AND BULLDOZED
 CD1034'ROAD FOR 0.75 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 CD1034'ON BULLDOZED ROAD FOR 0.35 MILE TO A LOCKED GATE.  PASS
 CD1034'THROUGH GATE AND CONTINUE SOUTH UP STEEP HILL FOR 0.15 MILE
 CD1034'TO TOP OF HILL AND STATION TEXAN JUST SOUTH OF A SMALL WHITE
 CD1034'CONCRETE BLOCK BUILDING.  TEXAN RM A IS LOCATED IN THE
 CD1034'VICINITY OF TEXAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0205 ***********************************************************************
 DM0205  DESIGNATION -  TEXARKANA
 DM0205  PID         -  DM0205
 DM0205  STATE/COUNTY-  TX/BOWIE
 DM0205  USGS QUAD   -  TEXARKANA (1975)
 DM0205
 DM0205                         *CURRENT SURVEY CONTROL
 DM0205  ___________________________________________________________________
 DM0205* NAD 83(1986)-  33 25 30.     (N)    094 02 36.     (W)     SCALED    
 DM0205* NAVD 88     -       102.241  (meters)     335.44   (feet)  ADJUSTED  
 DM0205  ___________________________________________________________________
 DM0205  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM0205  DYNAMIC HT  -         102.133 (meters)     335.08  (feet)  COMP
 DM0205  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 DM0205
 DM0205  VERT ORDER  -  FIRST     CLASS II
 DM0205
 DM0205.The horizontal coordinates were scaled from a topographic map and have
 DM0205.an estimated accuracy of +/- 6 seconds.
 DM0205
 DM0205.The orthometric height was determined by differential leveling
 DM0205.and adjusted by the National Geodetic Survey in June 1991..
 DM0205
 DM0205.The geoid height was determined by GEOID03.
 DM0205
 DM0205.The dynamic height is computed by dividing the NAVD 88
 DM0205.geopotential number by the normal gravity value computed on the
 DM0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0205.degrees latitude (g = 980.6199 gals.).
 DM0205
 DM0205.The modeled gravity was interpolated from observed gravity values.
 DM0205
 DM0205;                    North         East    Units  Estimated Accuracy
 DM0205;SPC TXNC     - 2,203,770.    1,014,310.      MT  (+/- 180 meters Scaled)
 DM0205
 DM0205                          SUPERSEDED SURVEY CONTROL
 DM0205
 DM0205  NGVD 29 (??/??/92)  102.262  (m)          335.50   (f) ADJ UNCH    1 2
 DM0205
 DM0205.Superseded values are not recommended for survey control.
 DM0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0205.See file dsdata.txt to determine how the superseded data were derived.
 DM0205
 DM0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS030988(NAD 83)
 DM0205_MARKER: DB = BENCH MARK DISK
 DM0205_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DM0205_SP_SET: FOUNDATION
 DM0205_STAMPING: TEXARKANA 1934 335.505
 DM0205_MARK LOGO: CGS   
 DM0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM0205+STABILITY: POSITION/ELEVATION WELL
 DM0205
 DM0205  HISTORY     - Date     Condition        Report By
 DM0205  HISTORY     - 1934     MONUMENTED       CGS
 DM0205  HISTORY     - 1935     GOOD             NGS
 DM0205  HISTORY     - 1985     GOOD             NGS
 DM0205  HISTORY     - 19971025 GOOD             USPSQD
 DM0205
 DM0205                          STATION DESCRIPTION
 DM0205
 DM0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0205'IN TEXARKANA.
 DM0205'AT SOUTHWEST CORNER OF POST OFFICE, IN WEST FACE OF INDENTED CORNER,
 DM0205'2.8 FT. ABOVE GROUND.  TABLE CEMENTED IN VERTICAL FACE OF FOUNDATION
 DM0205'STONE.
 DM0205
 DM0205                          STATION RECOVERY (1935)
 DM0205
 DM0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0205'RECOVERED IN GOOD CONDITION.
 DM0205
 DM0205                          STATION RECOVERY (1985)
 DM0205
 DM0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0205'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DM0205'TEXARKANA, AT THE INTERSECTION OF WEST 5TH STREET AND STATELINE
 DM0205'AVENUE, SET VERTICALLY IN THE STONE FOUNDATION OF THE POST OFFICE,
 DM0205'43.4 M (142.4 FT) NORTHWEST OF THE CENTERLINE OF THE STREET, 22.1 M
 DM0205'(72.5 FT) EAST OF THE CENTERLINE THE SOUTH BOUND LANES OF THE AVENUE,
 DM0205'15.1 M (49.5 FT) WEST OF THE CENTER OF THE SOUTH ENTRANCE, AND 0.3 M
 DM0205'(1.0 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.  0.3 M (1.0
 DM0205'FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 DM0205
 DM0205                          STATION RECOVERY (1997)
 DM0205
 DM0205'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1202 ***********************************************************************
 DM1202  DESIGNATION -  TEXARKANA FED COMP AND WHSE TK
 DM1202  PID         -  DM1202
 DM1202  STATE/COUNTY-  TX/BOWIE
 DM1202  USGS QUAD   -  TEXARKANA (1975)
 DM1202
 DM1202                         *CURRENT SURVEY CONTROL
 DM1202  ___________________________________________________________________
 DM1202* NAD 83(1993)-  33 24 57.41518(N)    094 03 10.25381(W)     ADJUSTED  
 DM1202* NAVD 88     -                                                        
 DM1202  ___________________________________________________________________
 DM1202  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DM1202  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM1202
 DM1202  HORZ ORDER  -  THIRD
 DM1202
 DM1202.The horizontal coordinates were established by classical geodetic methods
 DM1202.and adjusted by the National Geodetic Survey in September 1999..
 DM1202
 DM1202
 DM1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1202
 DM1202.The geoid height was determined by GEOID03.
 DM1202
 DM1202;                    North         East     Units Scale Factor Converg.
 DM1202;SPC TXNC     - 2,202,732.272 1,013,471.705   MT  0.99989277   +2 25 31.6
 DM1202;SPC TXNC     - 7,226,797.46  3,325,031.75   sFT  0.99989277   +2 25 31.6
 DM1202;SPC AR S     -   485,019.817   209,077.287   MT  0.99997631   -1 08 56.3
 DM1202;SPC AR S     - 1,591,269.18    685,947.73   sFT  0.99997631   -1 08 56.3
 DM1202;UTM  15      - 3,697,895.941   402,109.201   MT  0.99971814   -0 34 47.5
 DM1202
 DM1202                          SUPERSEDED SURVEY CONTROL
 DM1202
 DM1202  NAD 83(1993)-  33 24 57.41976(N)    094 03 10.24970(W) AD(       ) 4
 DM1202  NAD 83(1993)-  33 24 57.42014(N)    094 03 10.24737(W) AD(       ) 4
 DM1202  NAD 83(1986)-  33 24 57.42228(N)    094 03 10.24097(W) AD(       ) 4
 DM1202  NAD 27      -  33 24 56.97100(N)    094 03 09.55800(W) AD(       ) 3
 DM1202
 DM1202.Superseded values are not recommended for survey control.
 DM1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1202.See file dsdata.txt to determine how the superseded data were derived.
 DM1202
 DM1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0210997896(NAD 83)
 DM1202_MARKER: 53 = ELEVATED TANK
 DM1202
 DM1202  HISTORY     - Date     Condition        Report By
 DM1202  HISTORY     - 1950     FIRST OBSERVED   CGS
 DM1202  HISTORY     - 1956     GOOD             CGS
 DM1202  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1202
 DM1202                          STATION DESCRIPTION
 DM1202
 DM1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DM1202'THE WATER TANK IS LOCATED NEAR THE SOUTHWEST EDGE OF TEXARKANA.
 DM1202'IT IS THE MOST EASTERLY AND THE HIGHEST OF TWO TANKS.
 DM1202'
 DM1202'IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 135 FEET HIGH, AND
 DM1202'PAINTED ALUMINUM.
 DM1202'
 DM1202'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
 DM1202
 DM1202                          STATION RECOVERY (1956)
 DM1202
 DM1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1202'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1202'
 DM1202'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1202
 DM1202                          STATION RECOVERY (1997)
 DM1202
 DM1202'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1194 ***********************************************************************
 DM1194  DESIGNATION -  TEXARKANA RAD STA KCMC FM TWR
 DM1194  PID         -  DM1194
 DM1194  STATE/COUNTY-  TX/BOWIE
 DM1194  USGS QUAD   -  TEXARKANA (1975)
 DM1194
 DM1194                         *CURRENT SURVEY CONTROL
 DM1194  ___________________________________________________________________
 DM1194* NAD 83(1993)-  33 26 53.06291(N)    094 04 00.63230(W)     ADJUSTED  
 DM1194* NAVD 88     -                                                        
 DM1194  ___________________________________________________________________
 DM1194  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DM1194  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1194
 DM1194  HORZ ORDER  -  THIRD
 DM1194
 DM1194.The horizontal coordinates were established by classical geodetic methods
 DM1194.and adjusted by the National Geodetic Survey in September 1999..
 DM1194
 DM1194
 DM1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1194
 DM1194.The geoid height was determined by GEOID03.
 DM1194
 DM1194;                    North         East     Units Scale Factor Converg.
 DM1194;SPC TXNC     - 2,206,236.717 1,012,021.098   MT  0.99989648   +2 25 04.1
 DM1194;SPC TXNC     - 7,238,294.96  3,320,272.55   sFT  0.99989648   +2 25 04.1
 DM1194;SPC AR S     -   488,608.167   207,847.895   MT  0.99997047   -1 09 24.5
 DM1194;SPC AR S     - 1,603,041.96    681,914.30   sFT  0.99997047   -1 09 24.5
 DM1194;UTM  15      - 3,701,471.001   400,844.561   MT  0.99972121   -0 35 17.1
 DM1194
 DM1194                          SUPERSEDED SURVEY CONTROL
 DM1194
 DM1194  NAD 83(1993)-  33 26 53.06768(N)    094 04 00.62850(W) AD(       ) 4
 DM1194  NAD 83(1993)-  33 26 53.06790(N)    094 04 00.62612(W) AD(       ) 4
 DM1194  NAD 83(1986)-  33 26 53.07014(N)    094 04 00.62019(W) AD(       ) 4
 DM1194  NAD 27      -  33 26 52.62200(N)    094 03 59.93500(W) AD(       ) 3
 DM1194
 DM1194.Superseded values are not recommended for survey control.
 DM1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1194.See file dsdata.txt to determine how the superseded data were derived.
 DM1194
 DM1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0084501471(NAD 83)
 DM1194_MARKER: 43 = RADIO/TV TOWER
 DM1194
 DM1194  HISTORY     - Date     Condition        Report By
 DM1194  HISTORY     - 1950     FIRST OBSERVED   CGS
 DM1194  HISTORY     - 1956     GOOD             CGS
 DM1194  HISTORY     - 1957     GOOD             CGS
 DM1194  HISTORY     - 1964     GOOD             CGS
 DM1194  HISTORY     - 19971025 GOOD             USPSQD
 DM1194
 DM1194                          STATION DESCRIPTION
 DM1194
 DM1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DM1194'THE RADIO TOWER IS LOCATED NEAR THE NORTHWEST EDGE OF TEXARKANA.
 DM1194'
 DM1194'IT IS A 4-LEGGED STEEL STRUCTURE, 400 FEET HIGH, AND PAINTED
 DM1194'IN ALTERNATE SECTIONS OF RED AND WHITE.
 DM1194'
 DM1194'THE POINT INTERSECTED WAS THE LIGHT AT THE APEX.
 DM1194
 DM1194                          STATION RECOVERY (1956)
 DM1194
 DM1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1194'THE STATION WAS RECOVERED IN GOOD CONDITION, AND AS DESCRIBED.
 DM1194'
 DM1194'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1194
 DM1194                          STATION RECOVERY (1957)
 DM1194
 DM1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 DM1194'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MAST IS
 DM1194'NOW THE TOWER FOR STATION KCMC-TV.  IT IS ABOUT 1/10 MILE
 DM1194'SOUTH OF THE NORTH CITY LIMIT OF TEXARKANA, ON THE WEST
 DM1194'SIDE OF SUMMERHILL ROAD.
 DM1194
 DM1194                          STATION RECOVERY (1964)
 DM1194
 DM1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 DM1194'THE STATION WAS RECOVERED AS DESCRIBED
 DM1194
 DM1194                          STATION RECOVERY (1997)
 DM1194
 DM1194'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1196 ***********************************************************************
 DM1196  DESIGNATION -  TEXARKANA TEXAS PACIFIC RR TK
 DM1196  PID         -  DM1196
 DM1196  STATE/COUNTY-  TX/BOWIE
 DM1196  USGS QUAD   -  TEXARKANA (1975)
 DM1196
 DM1196                         *CURRENT SURVEY CONTROL
 DM1196  ___________________________________________________________________
 DM1196* NAD 83(1993)-  33 24 57.36304(N)    094 03 11.27235(W)     ADJUSTED  
 DM1196* NAVD 88     -                                                        
 DM1196  ___________________________________________________________________
 DM1196  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DM1196  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM1196
 DM1196  HORZ ORDER  -  THIRD
 DM1196
 DM1196.The horizontal coordinates were established by classical geodetic methods
 DM1196.and adjusted by the National Geodetic Survey in September 1999..
 DM1196
 DM1196
 DM1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1196
 DM1196.The geoid height was determined by GEOID03.
 DM1196
 DM1196;                    North         East     Units Scale Factor Converg.
 DM1196;SPC TXNC     - 2,202,729.554 1,013,445.484   MT  0.99989277   +2 25 31.1
 DM1196;SPC TXNC     - 7,226,788.55  3,324,945.73   sFT  0.99989277   +2 25 31.1
 DM1196;SPC AR S     -   485,018.738   209,050.945   MT  0.99997632   -1 08 56.8
 DM1196;SPC AR S     - 1,591,265.64    685,861.31   sFT  0.99997632   -1 08 56.8
 DM1196;UTM  15      - 3,697,894.602   402,082.878   MT  0.99971820   -0 34 48.1
 DM1196
 DM1196                          SUPERSEDED SURVEY CONTROL
 DM1196
 DM1196  NAD 83(1993)-  33 24 57.36754(N)    094 03 11.26793(W) AD(       ) 4
 DM1196  NAD 83(1993)-  33 24 57.36901(N)    094 03 11.26610(W) AD(       ) 4
 DM1196  NAD 83(1986)-  33 24 57.37028(N)    094 03 11.25906(W) AD(       ) 4
 DM1196  NAD 27      -  33 24 56.92700(N)    094 03 10.58500(W) AD(       ) 3
 DM1196
 DM1196.Superseded values are not recommended for survey control.
 DM1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1196.See file dsdata.txt to determine how the superseded data were derived.
 DM1196
 DM1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0208397895(NAD 83)
 DM1196_MARKER: 51 = TANK
 DM1196
 DM1196  HISTORY     - Date     Condition        Report By
 DM1196  HISTORY     - 1930     FIRST OBSERVED   CGS
 DM1196
 DM1196                          STATION DESCRIPTION
 DM1196
 DM1196'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1205 ***********************************************************************
 DM1205  DESIGNATION -  TEXARKANA WATER TK SW FLAT TOP
 DM1205  PID         -  DM1205
 DM1205  STATE/COUNTY-  TX/BOWIE
 DM1205  USGS QUAD   -  TEXARKANA (1975)
 DM1205
 DM1205                         *CURRENT SURVEY CONTROL
 DM1205  ___________________________________________________________________
 DM1205* NAD 83(1993)-  33 23 33.91057(N)    094 03 46.13930(W)     ADJUSTED  
 DM1205* NAVD 88     -                                                        
 DM1205  ___________________________________________________________________
 DM1205  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DM1205  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM1205
 DM1205  HORZ ORDER  -  THIRD
 DM1205
 DM1205.The horizontal coordinates were established by classical geodetic methods
 DM1205.and adjusted by the National Geodetic Survey in September 1999..
 DM1205
 DM1205
 DM1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1205
 DM1205.The geoid height was determined by GEOID03.
 DM1205
 DM1205;                    North         East     Units Scale Factor Converg.
 DM1205;SPC TXNC     - 2,200,122.980 1,012,654.088   MT  0.99989028   +2 25 12.1
 DM1205;SPC TXNC     - 7,218,236.81  3,322,349.29   sFT  0.99989028   +2 25 12.1
 DM1205;SPC AR S     -   482,466.354   208,098.496   MT  0.99998073   -1 09 16.3
 DM1205;SPC AR S     - 1,582,891.70    682,736.48   sFT  0.99998073   -1 09 16.3
 DM1205;UTM  15      - 3,695,333.543   401,156.078   MT  0.99972045   -0 35 06.0
 DM1205
 DM1205                          SUPERSEDED SURVEY CONTROL
 DM1205
 DM1205  NAD 83(1993)-  33 23 33.91492(N)    094 03 46.13548(W) AD(       ) 4
 DM1205  NAD 83(1993)-  33 23 33.91686(N)    094 03 46.13299(W) AD(       ) 4
 DM1205  NAD 83(1986)-  33 23 33.91508(N)    094 03 46.12572(W) AD(       ) 4
 DM1205  NAD 27      -  33 23 33.46000(N)    094 03 45.45000(W) AD(       ) 3
 DM1205
 DM1205.Superseded values are not recommended for survey control.
 DM1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1205.See file dsdata.txt to determine how the superseded data were derived.
 DM1205
 DM1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0115695334(NAD 83)
 DM1205_MARKER: 51 = TANK
 DM1205
 DM1205  HISTORY     - Date     Condition        Report By
 DM1205  HISTORY     - 1930     FIRST OBSERVED   CGS
 DM1205
 DM1205                          STATION DESCRIPTION
 DM1205
 DM1205'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0944 ***********************************************************************
 CB0944  DESIGNATION -  TEXAS
 CB0944  PID         -  CB0944
 CB0944  STATE/COUNTY-  TX/CROCKETT
 CB0944  USGS QUAD   -  SUGGS (1971)
 CB0944
 CB0944                         *CURRENT SURVEY CONTROL
 CB0944  ___________________________________________________________________
 CB0944* NAD 83(1993)-  31 01 51.61973(N)    101 04 54.97857(W)     ADJUSTED  
 CB0944* NAVD 88     -       798.     (meters)    2618.     (feet)  SCALED    
 CB0944  ___________________________________________________________________
 CB0944  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CB0944  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CB0944
 CB0944  HORZ ORDER  -  FIRST
 CB0944
 CB0944.The horizontal coordinates were established by classical geodetic methods
 CB0944.and adjusted by the National Geodetic Survey in February 1996..
 CB0944
 CB0944.The orthometric height was scaled from a topographic map.
 CB0944
 CB0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0944
 CB0944.The geoid height was determined by GEOID03.
 CB0944
 CB0944;                    North         East     Units Scale Factor Converg.
 CB0944;SPC TX C     - 3,151,484.216   628,537.141   MT  0.99988188   -0 23 08.1
 CB0944;SPC TX C     -10,339,494.47  2,062,125.60   sFT  0.99988188   -0 23 08.1
 CB0944;UTM  14      - 3,434,899.727   301,289.228   MT  1.00008708   -1 04 24.9
 CB0944
 CB0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0944!SPC TX C     -   0.99987837  x   0.99988188  =   0.99976026
 CB0944!UTM  14      -   0.99987837  x   1.00008708  =   0.99996544
 CB0944
 CB0944:                Primary Azimuth Mark                     Grid Az
 CB0944:SPC TX C     -  TEXAS AZ MK                              079 15 07.8
 CB0944:UTM  14      -  TEXAS AZ MK                              079 56 24.6
 CB0944
 CB0944|---------------------------------------------------------------------|
 CB0944| PID    Reference Object                     Distance      Geod. Az  |
 CB0944|                                                           dddmmss.s |
 CB0944| CH9732 TEXAS AZ MK                                        0785159.7 |
 CB0944| CH9733 TEXAS RM 1                           36.247 METERS 26033     |
 CB0944| CH9734 TEXAS RM 2                           68.508 METERS 35941     |
 CB0944|---------------------------------------------------------------------|
 CB0944
 CB0944                          SUPERSEDED SURVEY CONTROL
 CB0944
 CB0944  NAD 83(1986)-  31 01 51.62750(N)    101 04 54.96094(W) AD(       ) 1
 CB0944  NAD 27      -  31 01 51.02800(N)    101 04 53.56000(W) AD(       ) 1
 CB0944
 CB0944.Superseded values are not recommended for survey control.
 CB0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0944.See file dsdata.txt to determine how the superseded data were derived.
 CB0944
 CB0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV0128934900(NAD 83)
 CB0944_MARKER: DS = TRIANGULATION STATION DISK
 CB0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0944
 CB0944  HISTORY     - Date     Condition        Report By
 CB0944  HISTORY     - 1935     MONUMENTED       CGS
 CB0944  HISTORY     - 1971     GOOD             USGS
 CB0944
 CB0944                          STATION DESCRIPTION
 CB0944
 CB0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0944'STATION IS ON LAND OF THE UNIVERSITY OF TEXAS, AND OCCUPIED
 CB0944'BY THE 0-9 RANCH, ABOUT 8 MILES SE OF BARNHART AND 3 MILES S
 CB0944'OF THE IRION-CROCKETT COUNTY LINE.
 CB0944'
 CB0944'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CB0944'SET IN CONCRETE.
 CB0944'
 CB0944'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CB0944'HOLE IN BEDROCK AS DESCRIBED.
 CB0944'
 CB0944'REFERENCE MARK NO. 1 IS W OF THE STATION.
 CB0944'
 CB0944'REFERENCE MARK NO. 2 IS N OF THE STATION, 200 FEET S OF RESERVOIR,
 CB0944'AND 3 FEET W OF FENCE.
 CB0944'
 CB0944'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE E OF THE STATION,
 CB0944'4 FEET W OF LONE TREE.  REACHED BY GOING E ACROSS PASTURE TO
 CB0944'LEFT OF HOUSE FOR 0.5 MILE TO MARK BY LONE TREE.
 CB0944'
 CB0944'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67, AND STATE
 CB0944'HIGHWAY 163 IN BARNHART, GO E ON U.S. HIGHWAY 67 FOR 0.25 MILE,
 CB0944'TAKE RIGHT FORK, GO 3.55 MILES, TURN RIGHT ACROSS RAILROAD, GO
 CB0944'4.75 MILES TO GATE, PASS THROUGH, TURN RIGHT, GO 0.65 MILE,
 CB0944'TAKE RIGHT FORK, GO 3.15 MILES TO GATE BETWEEN RANCH HOUSE AND
 CB0944'WINDMILL, PASS THRU, GO 0.05 MILE, TAKE RIGHT FORK, GO 0.1 MILE
 CB0944'TO GATE, PASS THROUGH, TURN LEFT, GO 0.05 MILE ALONG FENCE
 CB0944'TO MARK.  MARK IS 450 FEET S OF RESERVOIR, 400 FEET W OF HOUSE
 CB0944'AND 2 FEET W OF FENCE, PROJECTING 2 INCHES.
 CB0944'
 CB0944'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CB0944
 CB0944                          STATION RECOVERY (1971)
 CB0944
 CB0944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WNR)
 CB0944'BARNHART, 8.0 MILES S. ALONG STATE HWY. 163, THENCE 1.8 MILES
 CB0944'E.-SE. ALONG GRAVEL RD. TO Y-RDS. TAKE LEFT FORK AND GO EAST
 CB0944'4.1 MILES TO A T-RD. S. AND RANCH TRAIL RD. N-NW., TURN LEFT
 CB0944'THROUGH A WIRE GATE AND GO N-NW ALONG REA POWER LINE 1.4 MILES
 CB0944'TO A PLANK GATE IN E-W. FENCE, GO THROUGH GATE AND CONTINUE N.
 CB0944'ALONG REA POWER LINE 1.25 MILES TO THE OLD 0.9 HEADQUARTERS
 CB0944'RANCH LOCATION.  MARK IS 450 FT. S. OF RESERVOIR.  2 FT. W. OF
 CB0944'FENCE, PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0893 ***********************************************************************
 AV0893  DESIGNATION -  TEXAS 2
 AV0893  PID         -  AV0893
 AV0893  STATE/COUNTY-  TX/JEFFERSON
 AV0893  USGS QUAD   -  TEXAS POINT (1993)
 AV0893
 AV0893                         *CURRENT SURVEY CONTROL
 AV0893  ___________________________________________________________________
 AV0893* NAD 83(1993)-  29 41 44.72308(N)    093 51 08.58164(W)     ADJUSTED  
 AV0893* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0893  ___________________________________________________________________
 AV0893  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AV0893  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AV0893
 AV0893  HORZ ORDER  -  THIRD
 AV0893
 AV0893.The horizontal coordinates were established by classical geodetic methods
 AV0893.and adjusted by the National Geodetic Survey in February 1996..
 AV0893
 AV0893.The orthometric height was scaled from a topographic map.
 AV0893
 AV0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0893
 AV0893.The geoid height was determined by GEOID03.
 AV0893
 AV0893;                    North         East     Units Scale Factor Converg.
 AV0893;SPC TXSC     - 4,217,367.615 1,097,963.249   MT  0.99988300   +2 31 18.8
 AV0893;SPC TXSC     -13,836,480.25  3,602,234.43   sFT  0.99988300   +2 31 18.8
 AV0893;SPC LA S     -   135,222.811   756,242.527   MT  0.99993983   -1 15 34.4
 AV0893;SPC LA S     -   443,643.51  2,481,105.69   sFT  0.99993983   -1 15 34.4
 AV0893;UTM  15      - 3,285,377.359   417,538.386   MT  0.99968390   -0 25 20.2
 AV0893
 AV0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0893!SPC TXSC     -   1.00000406  x   0.99988300  =   0.99988706
 AV0893!SPC LA S     -   1.00000406  x   0.99993983  =   0.99994389
 AV0893!UTM  15      -   1.00000406  x   0.99968390  =   0.99968796
 AV0893
 AV0893|---------------------------------------------------------------------|
 AV0893| PID    Reference Object                     Distance      Geod. Az  |
 AV0893|                                                           dddmmss.s |
 AV0893| AV0904 A USE 1963                           36.282 METERS 04220     |
 AV0893| AV0889 SABINE PASS JETTY CHAN RG R LT      APPROX. 1.3 KM 0790305.9 |
 AV0893| AV0887 SABINE PASS JETTY CHAN RG F LT      APPROX. 1.5 KM 1060440.4 |
 AV0893| AV0888 SLICK                               135.358 METERS 33011     |
 AV0893| CV9429 STATION A                                          34204     |
 AV0893|---------------------------------------------------------------------|
 AV0893
 AV0893                          SUPERSEDED SURVEY CONTROL
 AV0893
 AV0893  NAD 83(1993)-  29 41 44.72299(N)    093 51 08.58167(W) AD(       ) 3
 AV0893  NAD 83(1993)-  29 41 44.74430(N)    093 51 08.56171(W) AD(       ) 3
 AV0893  NAD 83(1986)-  29 41 44.74494(N)    093 51 08.56738(W) AD(       ) 3
 AV0893  NAD 27      -  29 41 43.95900(N)    093 51 07.98400(W) AD(       ) 3
 AV0893
 AV0893.Superseded values are not recommended for survey control.
 AV0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0893.See file dsdata.txt to determine how the superseded data were derived.
 AV0893
 AV0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1753885377(NAD 83)
 AV0893_MARKER: N = NAIL
 AV0893_SETTING: 0 = UNSPECIFIED SETTING
 AV0893
 AV0893  HISTORY     - Date     Condition        Report By
 AV0893  HISTORY     - 1933     MONUMENTED       USE
 AV0893  HISTORY     - 1947     GOOD             CGS
 AV0893  HISTORY     - 1957     GOOD             USN
 AV0893  HISTORY     - 1960     GOOD             CGS
 AV0893  HISTORY     - 1963     GOOD             CGS
 AV0893
 AV0893                          STATION DESCRIPTION
 AV0893
 AV0893'DESCRIBED BY US ENGINEERS 1933 (ERM)
 AV0893'STATION IS STATION 0+00 OF THE U.S. ENGINEER REFERENCE LINE
 AV0893'FOR SABINE PASS.  IT IS LOCATED ABOUT 0.7 MILE BELOW THE
 AV0893'COAST GUARD STATION, 173 METERS SW OF THE WEST JETTY, 170
 AV0893'METERS SE OF THE ABANDONED QUARANTINE STATION, AND 18 METERS
 AV0893'E OF AN UNIMPROVED ROAD LEADING TO THE OLD CONFEDERATE FORTS.
 AV0893'
 AV0893'STATION MARK IS A GALVANIZED-IRON NAIL IN A 6-INCH CONCRETE
 AV0893'FILLED TILE PROJECTING 6 INCHES ABOVE THE MARSH.
 AV0893
 AV0893                          STATION RECOVERY (1947)
 AV0893
 AV0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0893'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED,
 AV0893'AND THE 1933 RECOVERY NOTE IS ADEQUATE FOR FUTURE RECOVERY
 AV0893'EXCEPT AS FOLLOWS--
 AV0893'
 AV0893'THE SHELL ROAD HAS BEEN IMPROVED AND NOW LEADS PAST THE
 AV0893'STATION WHICH IS LOCATED 21 METERS E OF THE SLOUGH THAT
 AV0893'PARALLELS THE E SIDE OF THE ROAD.
 AV0893
 AV0893                          STATION RECOVERY (1957)
 AV0893
 AV0893'RECOVERY NOTE BY US NAVY 1957 (CDG)
 AV0893'THE STATION WAS RECOVERED IN GOOD CONDITION.
 AV0893'
 AV0893'IT IS LOCATED 0.7 MILE SOUTH OF THE ABANDONED COAST GUARD
 AV0893'STATION ALONG A PAVED ROAD LEADING TO THE OLD CONFEDERATE
 AV0893'FORT.  IT IS 60 FEET EAST OF THE PAVED ROAD AND IS CLEARLY
 AV0893'VISIBLE FROM THE ROAD AND IS 30 FEET EAST OF THE EDGE OF
 AV0893'A 12 FOOT WATER-FILLED DITCH PARALLELING THE ROAD.  THE
 AV0893'STATION MAY BE REACHED BY CROSSING WOODEN BRIDGE OVER THE
 AV0893'DITCH APPROXIMATELY 500 FEET NORTH OF THE STATION.  AT THIS
 AV0893'BRIDGE CROSSING, THERE IS A SMALL PARKING AREA AND SMALL
 AV0893'BOAT LAUNCHING SECTION ALONG WITH A SMALL FISHING SHACK.
 AV0893'A PATH LEADS SOUTH FROM THIS SHACK AND BRIDGE TO THE
 AV0893'STATION.
 AV0893'
 AV0893'THE STATION MARK IS A GALVANIZED NAIL IN THE CENTER OF A
 AV0893'6-INCH CONCRETE FILLED TILE PROJECTING 6 INCHES ABOVE THE
 AV0893'MARSH.  CONCRETE POURED AROUND THE OUTSIDE OF THE TILE IS
 AV0893'INSCRIBED TEXAS-2 USE 1933.
 AV0893
 AV0893                          STATION RECOVERY (1960)
 AV0893
 AV0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AV0893'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AV0893'FOLLOWS.  THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST
 AV0893'OF SABINE PASS, 2.5 MILES SOUTH OF THE PRESENT COAST GUARD
 AV0893'STATION, ABOUT 400 FEET SOUTH OF A FISHING CAMP, IN THE MARSH
 AV0893'ALONG THE EAST SIDE OF THE BLACKTOP ROAD.  STATION IS 48.0
 AV0893'FEET EAST OF THE SLOUGH WHICH PARALLELS THE ROAD.
 AV0893'
 AV0893'STATION IS MARKED BY A NAIL IN TOP OF A 6 INCH TILE FILLED
 AV0893'WITH CONCRETE AND PROJECTS 6 INCHES ABOVE THE MARSH.
 AV0893
 AV0893                          STATION RECOVERY (1963)
 AV0893
 AV0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0893'THE STATION IS LOCATED ABOUT FOUR MILES SOUTH OF THE TOWN
 AV0893'OF SABINE PASS.  2.5 MILES SOUTH OF THE SABINE PASS COAST
 AV0893'GUARD STATION.  1 MILE NORTH OF TEXAS POINT.  AND ABOUT 500
 AV0893'FEET SOUTH OF STATION SLICK.
 AV0893'
 AV0893'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION
 AV0893'AND FOUND TO BE IN GOOD CONDITION.  REVISED DESCRIPTION
 AV0893'FOLLOWS.
 AV0893'
 AV0893'TO REACH THE STATION FROM THE MAIN CROSSROAD IN SABINE PASS,
 AV0893'GO EASTERLY ON THE MACADAM ROAD FOR 0.45 MILE TO A T INTERSECTION,
 AV0893'TURN RIGHT AND GO SOUTHERLY FOR 1.3 MILES TO THE NORTHEAST
 AV0893'CORNER OF A FENCED AREA AROUND THE SABINE PASS COAST GUARD
 AV0893'STATION.  CONTINUE SOUTHERLY FOR 1.4 MILES TO A BRIDGE OVER
 AV0893'A CANAL, CONTINUE SOUTHERLY FOR 1.45 MILES TO STATION SLICK,
 AV0893'ON THE EAST SIDE OF THE ROAD.  CONTINUE SOUTH FOR ABOUT 500
 AV0893'FEET TO STATION ON THE EAST SIDE OF ROAD, ACROSS A SMALL
 AV0893'CREEK.  THE CREEK CAN BE WADED IN THIS AREA AS IT IS ONLY A
 AV0893'FEW INCHES DEEP.
 AV0893'
 AV0893'THE STATION IS A NAIL SET IN THE TOP OF A 7 INCH ROUND CONCRETE
 AV0893'FILLED TILE WHICH PROJECTS APPROXIMATELY 4 INCHES.  THE MARK
 AV0893'IS 48 FEET EAST OF THE CREEK WHICH PARALLELS THE ROAD.
 AV0893'
 AV0893'STATION A (USE) IS SET IN THE TOP OF A 6 INCH ROUND CONCRETE
 AV0893'POST WHICH PROJECTS APPROXIMATELY 2 INCHES ABOVE GROUND.
 AV0893'THERE IS NO STAMPING ON THE MARK WHICH IS A STANDARD USE
 AV0893'MARK.  THE MARK IS 167 FEET EAST OF THE CREEK WHICH PARALLELS
 AV0893'THE ROAD.
 AV0893'
 AV0893'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0451 ***********************************************************************
 BA0451  DESIGNATION -  TEXAS 3540 VA
 BA0451  PID         -  BA0451
 BA0451  STATE/COUNTY-  TX/BREWSTER
 BA0451  USGS QUAD   -  LONG HILLS (1983)
 BA0451
 BA0451                         *CURRENT SURVEY CONTROL
 BA0451  ___________________________________________________________________
 BA0451* NAD 83(1993)-  29 39 39.66720(N)    103 39 23.92152(W)     ADJUSTED  
 BA0451* NAVD 88     -      1079.     (meters)    3540.     (feet)  SCALED    
 BA0451  ___________________________________________________________________
 BA0451  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BA0451  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0451
 BA0451  HORZ ORDER  -  SECOND
 BA0451
 BA0451.The horizontal coordinates were established by classical geodetic methods
 BA0451.and adjusted by the National Geodetic Survey in February 1996..
 BA0451
 BA0451.The orthometric height was scaled from a topographic map.
 BA0451
 BA0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0451
 BA0451.The geoid height was determined by GEOID03.
 BA0451
 BA0451;                    North         East     Units Scale Factor Converg.
 BA0451;SPC TXSC     - 4,211,529.688   149,351.997   MT  0.99987938   -2 16 52.9
 BA0451;SPC TXSC     -13,817,326.98    489,999.01   sFT  0.99987938   -2 16 52.9
 BA0451;UTM  13      - 3,281,978.745   630,007.684   MT  0.99980855   +0 39 53.6
 BA0451
 BA0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0451!SPC TXSC     -   0.99983389  x   0.99987938  =   0.99971329
 BA0451!UTM  13      -   0.99983389  x   0.99980855  =   0.99964247
 BA0451
 BA0451                          SUPERSEDED SURVEY CONTROL
 BA0451
 BA0451  NAD 83(1986)-  29 39 39.66369(N)    103 39 23.92300(W) AD(       ) 2
 BA0451  NAD 27      -  29 39 39.01100(N)    103 39 22.29500(W) AD(       ) 2
 BA0451
 BA0451.Superseded values are not recommended for survey control.
 BA0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0451.See file dsdata.txt to determine how the superseded data were derived.
 BA0451
 BA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN3000881979(NAD 83)
 BA0451_MARKER: DB = BENCH MARK DISK
 BA0451_SETTING: 80 = SET IN A BOULDER
 BA0451_SP_SET: SET IN DRILL HOLE IN A BOULDER
 BA0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0451+STABILITY: SURFACE MOTION
 BA0451
 BA0451  HISTORY     - Date     Condition        Report By
 BA0451  HISTORY     - 1943     MONUMENTED       USGS
 BA0451
 BA0451                          STATION DESCRIPTION
 BA0451
 BA0451'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 BA0451'LOCATED ABOUT 50 MILES, AIR LINE, S OF ALPINE, 8 MILES SE
 BA0451'OF THE W.N. GOURLEY RANCH, 3.5 MILES SE OF BURNT HOUSE CAMP,
 BA0451'4.5 MILES W OF THE ALPINE AND TERLINGUA HIGHWAY AND 0.5 MILE
 BA0451'W OF THE MOUTH OF HALE DRAW AND TERLINGUA CREEK ON A SHARP
 BA0451'ROUND BUTTE, THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 BA0451'
 BA0451'A U.S.G.S. B.M. SET IN A DRILL HOLE IN
 BA0451'A BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 BA0451'STAMPED TEXAS 3540 VA.
 BA0451'
 BA0451'TO REACH FROM ALPINE TAKE THE HIGHWAY S TOWARDS TERLINGUA
 BA0451'68.6 MILES TO A BLADED ROAD LEADING W.  THIS POINT IS 25.1 MILES
 BA0451'S OF THE 02 RANCH ROAD, 7.7 MILES S OF TRIANGULATION STATION DOG
 BA0451'AND 1.0 MILE S OF A FENCE AND CATTLE GUARD.  THIS ROAD IS NOW
 BA0451'GROWN UP WITH GRASS AND BRUSH AND BADLY WASHED IN PLACES AND
 BA0451'IF IT IS NOT PUT INTO REPAIR SOON IT MAY BE IMPOSSIBLE TO
 BA0451'RECOVER THIS STATION BY THE ROUTE THE OBSERVING PARTY TOOK.
 BA0451'TURN RIGHT, W, OFF HIGHWAY FOLLOWING BLADED ROAD ACROSS
 BA0451'GRASSY MEADOW FOR 2.8 MILES TO THE TERLINGUA WASH, CROSS WASH
 BA0451'AT A POINT ABOUT 100 METERS S OF THE RUINS OF AN OLD ROCK
 BA0451'HOUSE AND CONTINUE ON BLADED ROAD NW 5.6 MILES, TURN RIGHT,
 BA0451'OFF BLADED ROAD, FOLLOW DIM TRACKS EASTERLY 0.8 MILE TOWARD A
 BA0451'PROMINENT LOW BUTTE, PARK TRUCK AND PACK 100 YARDS TO THE
 BA0451'TOP OF THE BUTTE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0952 ***********************************************************************
 BM0952  DESIGNATION -  TEXAS A AND M
 BM0952  PID         -  BM0952
 BM0952  STATE/COUNTY-  TX/BRAZOS
 BM0952  USGS QUAD   -  WELLBORN (1980)
 BM0952
 BM0952                         *CURRENT SURVEY CONTROL
 BM0952  ___________________________________________________________________
 BM0952* NAD 83(1993)-  30 36 42.45103(N)    096 20 45.28439(W)     ADJUSTED  
 BM0952* NAVD 88     -       105.4    (meters)     346.     (feet)  VERTCON   
 BM0952  ___________________________________________________________________
 BM0952  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BM0952  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0952
 BM0952  HORZ ORDER  -  FIRST
 BM0952
 BM0952.The horizontal coordinates were established by classical geodetic methods
 BM0952.and adjusted by the National Geodetic Survey in February 1996..
 BM0952
 BM0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0952
 BM0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0952
 BM0952.The geoid height was determined by GEOID03.
 BM0952
 BM0952;                    North         East     Units Scale Factor Converg.
 BM0952;SPC TX C     - 3,111,623.468 1,082,231.363   MT  0.99990471   +2 03 13.5
 BM0952;SPC TX C     -10,208,717.99  3,550,620.73   sFT  0.99990471   +2 03 13.5
 BM0952;UTM  14      - 3,389,582.275   754,440.038   MT  1.00039871   +1 21 08.1
 BM0952
 BM0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0952!SPC TX C     -   0.99998762  x   0.99990471  =   0.99989233
 BM0952!UTM  14      -   0.99998762  x   1.00039871  =   1.00038632
 BM0952
 BM0952:                Primary Azimuth Mark                     Grid Az
 BM0952:SPC TX C     -  COLLEGE STA TEX A AND M W STK            022 49 23.9
 BM0952:UTM  14      -  COLLEGE STA TEX A AND M W STK            023 31 29.3
 BM0952
 BM0952|---------------------------------------------------------------------|
 BM0952| PID    Reference Object                     Distance      Geod. Az  |
 BM0952|                                                           dddmmss.s |
 BM0952| BM0951 COLLEGE STA TEX A AND M W STK       APPROX. 0.8 KM 0245237.4 |
 BM0952| BM0954 COLLEGE STA TEX A AND M E STK       APPROX. 0.8 KM 0272618.4 |
 BM0952| BM0953 COLLEGE STA TEX A AND M TANK        APPROX. 0.7 KM 0400943.4 |
 BM0952| BM0955 COLLEGE STA TEX A AND M DOME        APPROX. 0.7 KM 0481116.8 |
 BM0952| CV8483 TEXAS A AND M AZ MK                                1360210.7 |
 BM0952| CV8484 TEXAS A AND M RM 1                   42.580 METERS 21749     |
 BM0952| BM0950 BRYAN MUNICIPAL TANK                APPROX. 7.0 KM 3384620.5 |
 BM0952| CV8485 TEXAS A AND M RM 2                   33.439 METERS 35413     |
 BM0952|---------------------------------------------------------------------|
 BM0952
 BM0952                          SUPERSEDED SURVEY CONTROL
 BM0952
 BM0952  NAD 83(1986)-  30 36 42.46572(N)    096 20 45.26620(W) AD(       ) 1
 BM0952  NAD 27      -  30 36 41.74400(N)    096 20 44.40300(W) AD(       ) 1
 BM0952  NGVD 29 (12/03/93)  105.4    (m)          346.     (f) GPS OBS        
 BM0952
 BM0952.Superseded values are not recommended for survey control.
 BM0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0952.See file dsdata.txt to determine how the superseded data were derived.
 BM0952
 BM0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5444089582(NAD 83)
 BM0952_MARKER: DD = SURVEY DISK
 BM0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0952_SP_SET: CONCRETE POST
 BM0952_STAMPING: TEXAS A AND M 1935
 BM0952_MARK LOGO: CGS   
 BM0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0952+STABILITY: POSITION/ELEVATION WELL
 BM0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0952+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 BM0952
 BM0952  HISTORY     - Date     Condition        Report By
 BM0952  HISTORY     - 1935     MONUMENTED       CGS
 BM0952  HISTORY     - 1935     GOOD             CGS
 BM0952  HISTORY     - 1937     GOOD             TXHD
 BM0952  HISTORY     - 1943     GOOD             CGS
 BM0952  HISTORY     - 19921029 GOOD             NOS
 BM0952  HISTORY     - 20010103 GOOD             LOCSUR
 BM0952  HISTORY     - 20040417 GOOD             TXAM
 BM0952
 BM0952                          STATION DESCRIPTION
 BM0952
 BM0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0952'THIS STATION IS LOCATED ON THE CAMPUS OF THE TEXAS AGRICULTURE
 BM0952'AND MECHANICAL COLLEGE AT COLLEGE STATION.  THE MARK IS SET ON
 BM0952'THE CAMPUS ON GROUND OCCUPIED BY THE CREAMERY.  IT IS ON THE
 BM0952'LAWN 80 FEET E OF THE NE CORNER OF THE CREAMERY.  ABOUT 150
 BM0952'YARDS W OF THE S.P.R.R. WATER TANK.  ABOUT 150 FEET SSW OF THE
 BM0952'S.P.R.R. DEPOT.  34 FEET W OF FENCE LINE, 69 FEET SW OF THE
 BM0952'NE CORNER POST OF THE LOT.  MARK IS SET FLUSH WITH THE SURFACE
 BM0952'OF THE GROUND.
 BM0952'
 BM0952'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0952'DISKS SET IN CONCRETE.
 BM0952'
 BM0952'REFERENCE MARK NO. 1 IS SW OF THE STATION.  1 FOOT W OF FENCE
 BM0952'LINE, 75 FEET NE OF THE NW CORNER OF BARN.  MARK PROJECTS 2
 BM0952'INCHES.
 BM0952'
 BM0952'REFERENCE MARK NO. 2 IS NNW OF THE STATION IN FENCE LINE, 15
 BM0952'FEET SW OF ROAD RUNNING PARALLEL WITH THE TRACKS.  MARK IS
 BM0952'FLUSH.
 BM0952'
 BM0952'AZIMUTH MARK IS SE OF THE STATION ON THE RAILROAD RIGHT-OF-WAY.
 BM0952'IT IS 13 FEET W OF WATER OVERFLOW TANK, 26 FEET SW OF ROAD WHICH
 BM0952'RUNS PARALLEL WITH THE TRACKS, 21 FEET E OF ROAD (CENTER LINE)
 BM0952'CROSSING THE TRACKS, PROJECTS 8 INCHES.
 BM0952'
 BM0952'A LIGHT 100 FEET ABOVE STATION STEELE COMES INTO VIEW 32 FEET
 BM0952'ABOVE THE GROUND.
 BM0952'
 BM0952'A LIGHT 87 FEET ABOVE STATION WINKELMAN COMES INTO VIEW 20
 BM0952'FEET ABOVE THE GROUND.
 BM0952'
 BM0952'A LIGHT 74 FEET ABOVE STATION MERLE IS VISIBLE FROM THE GROUND.
 BM0952'
 BM0952'A LIGHT 100 FEET ABOVE STATION BRYAN COMES INTO VIEW 15 FEET
 BM0952'ABOVE THE GROUND.
 BM0952
 BM0952                          STATION RECOVERY (1935)
 BM0952
 BM0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BM0952'RECOVERED IN GOOD CONDITION.
 BM0952
 BM0952                          STATION RECOVERY (1937)
 BM0952
 BM0952'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0952'DESCRIPTION AS GIVEN BY C.A.S. 1935 SATISFACTORY.  STATION
 BM0952'MARKER, REFERENCE DISKS, NOS. 1 AND 2, AND AZIMUTH MARKER
 BM0952'RECOVERED AND IN GOOD CONDITION.
 BM0952
 BM0952                          STATION RECOVERY (1943)
 BM0952
 BM0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0952'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  TIE-IN
 BM0952'DIRECTIONS AT THE AZIMUTH MARK WERE FOUND TO BE IN ERROR.
 BM0952'DESCRIPTION FOLLOWS--
 BM0952'
 BM0952'STATION IS LOCATED NEAR THE SE EDGE OF THE CAMPUS OF THE
 BM0952'TEXAS A. AND M. COLLEGE, 150 YARDS WESTERLY OF A RAILROAD WATER
 BM0952'TANK, 150 FEET SSW OF THE COLLEGE STATION RAILROAD DEPOT, 80
 BM0952'FEET E OF THE NE CORNER OF THE COLLEGE CREAMERY, 69 FEET SW
 BM0952'OF THE NE CORNER OF THE CREAMERY LOT AND 34 FEET W OF A WIRE
 BM0952'FENCE.  IT IS STAMPED TEXAS A. AND M. 1935 AND IS SET FLUSH WITH
 BM0952'THE GROUND.
 BM0952'
 BM0952'REFERENCE MARK NO. 1 IS SW OF THE STATION, 75 FEET NE OF THE
 BM0952'NW CORNER OF A BARN AND 1 FOOT W OF A WIRE FENCE.  IT IS
 BM0952'STAMPED TEXAS A. AND M. 1935 AND PROJECTS 2 INCHES.
 BM0952'
 BM0952'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 120 FEET N OF THE
 BM0952'NE CORNER OF THE CREAMERY, 15 FEET SW OF THE ROAD THAT IS
 BM0952'PARALLEL TO THE RAILROAD TRACKS AND 10 FEET SE OF THE END OF THE
 BM0952'WIRE FENCE.  IT IS STAMPED TEXAS A. AND M. 1935 AND IS SET
 BM0952'FLUSH WITH THE GROUND.
 BM0952'
 BM0952'THE AZIMUTH MARK IS SE OF THE STATION, 26 FEET NE OF THE
 BM0952'CENTER LINE OF THE ROAD THAT IS PARALLEL TO THE RAILROAD TRACKS,
 BM0952'21 FEET NW OF THE CENTER LINE OF A ROAD THAT CROSSES THE
 BM0952'TRACKS, 20 FEET SW OF THE SW RAIL OF THE RAILROAD TRACK AND
 BM0952'13 FEET SE OF A SMALL WATER OVERFLOW TANK.  IT IS STAMPED TEXAS
 BM0952'A. AND M. AZIMUTH 1935 AND PROJECTS 8 INCHES.
 BM0952'
 BM0952'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SE ON A GRAVEL
 BM0952'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BM0952'
 BM0952'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BM0952
 BM0952                          STATION RECOVERY (1992)
 BM0952
 BM0952'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BM0952'RECOVERED IN GOOD CONDITION.
 BM0952
 BM0952                          STATION RECOVERY (2001)
 BM0952
 BM0952'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (RAL)
 BM0952'RECOVERED IN GOOD CONDITION.
 BM0952
 BM0952                          STATION RECOVERY (2004)
 BM0952
 BM0952'RECOVERY NOTE BY TEXAS A+M UNIVERSITY 2004
 BM0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6016 ***********************************************************************
 AW6016  DESIGNATION -  TEXAS CITY CHAN CUT C RG FT LT
 AW6016  PID         -  AW6016
 AW6016  STATE/COUNTY-  TX/GALVESTON
 AW6016  USGS QUAD   -  TEXAS CITY (1994)
 AW6016
 AW6016                         *CURRENT SURVEY CONTROL
 AW6016  ___________________________________________________________________
 AW6016* NAD 83(1993)-  29 23 02.67643(N)    094 52 41.87795(W)     ADJUSTED  
 AW6016* NAVD 88     -                                                        
 AW6016  ___________________________________________________________________
 AW6016  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6016  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW6016
 AW6016  HORZ ORDER  -  THIRD
 AW6016
 AW6016.The horizontal coordinates were established by classical geodetic methods
 AW6016.and adjusted by the National Geodetic Survey in February 1996..
 AW6016
 AW6016
 AW6016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6016
 AW6016.The geoid height was determined by GEOID03.
 AW6016
 AW6016;                    North         East     Units Scale Factor Converg.
 AW6016;SPC TXSC     - 4,178,912.324   999,982.963   MT  0.99986361   +2 01 09.4
 AW6016;SPC TXSC     -13,710,314.85  3,280,777.44   sFT  0.99986361   +2 01 09.4
 AW6016;UTM  15      - 3,252,005.608   317,717.109   MT  1.00001001   -0 55 18.7
 AW6016
 AW6016                          SUPERSEDED SURVEY CONTROL
 AW6016
 AW6016  NAD 83(1986)-  29 23 02.69159(N)    094 52 41.85878(W) AD(       ) 4
 AW6016  NAD 27      -  29 23 01.84820(N)    094 52 41.14795(W) AD(       ) 3
 AW6016
 AW6016.Superseded values are not recommended for survey control.
 AW6016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6016.See file dsdata.txt to determine how the superseded data were derived.
 AW6016
 AW6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1771752006(NAD 83)
 AW6016_MARKER: 15 = RANGE MARKER
 AW6016
 AW6016  HISTORY     - Date     Condition        Report By
 AW6016  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6016  HISTORY     - 19950720 GOOD             USPSQD
 AW6016
 AW6016                          STATION DESCRIPTION
 AW6016
 AW6016'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6016'LOCATED ABOUT 0.7 MILE EAST OF TEXAS CITY, ABOUT 1000 FEET SOUTH
 AW6016'OF THE TEXAS CITY DIKE.  THE LIGHT ATOP A RED BOX ON A DOLPHIN.
 AW6016'THE LIGHT WAS OBSERVED ON.  NO. 7637 1962 LIGHT LIST.
 AW6016
 AW6016                          STATION RECOVERY (1995)
 AW6016
 AW6016'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6020 ***********************************************************************
 AW6020  DESIGNATION -  TEXAS CITY MONSANTO CHEM CO TK
 AW6020  PID         -  AW6020
 AW6020  STATE/COUNTY-  TX/GALVESTON
 AW6020  USGS QUAD   -  TEXAS CITY (1994)
 AW6020
 AW6020                         *CURRENT SURVEY CONTROL
 AW6020  ___________________________________________________________________
 AW6020* NAD 83(1993)-  29 22 42.56074(N)    094 53 40.56495(W)     ADJUSTED  
 AW6020* NAVD 88     -                                                        
 AW6020  ___________________________________________________________________
 AW6020  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW6020  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW6020
 AW6020  HORZ ORDER  -  THIRD
 AW6020
 AW6020.The horizontal coordinates were established by classical geodetic methods
 AW6020.and adjusted by the National Geodetic Survey in February 1996..
 AW6020
 AW6020
 AW6020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6020
 AW6020.The geoid height was determined by GEOID03.
 AW6020
 AW6020;                    North         East     Units Scale Factor Converg.
 AW6020;SPC TXSC     - 4,178,237.795   998,423.356   MT  0.99986353   +2 00 40.6
 AW6020;SPC TXSC     -13,708,101.83  3,275,660.63   sFT  0.99986353   +2 00 40.6
 AW6020;UTM  15      - 3,251,411.899   316,124.708   MT  1.00001720   -0 55 47.0
 AW6020
 AW6020                          SUPERSEDED SURVEY CONTROL
 AW6020
 AW6020  NAD 83(1986)-  29 22 42.57578(N)    094 53 40.54587(W) AD(       ) 4
 AW6020  NAD 27      -  29 22 41.73200(N)    094 53 39.82834(W) AD(       ) 3
 AW6020
 AW6020.Superseded values are not recommended for survey control.
 AW6020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6020.See file dsdata.txt to determine how the superseded data were derived.
 AW6020
 AW6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1612551412(NAD 83)
 AW6020_MARKER: 51 = TANK
 AW6020
 AW6020  HISTORY     - Date     Condition        Report By
 AW6020  HISTORY     - 1960     FIRST OBSERVED   CGS
 AW6020  HISTORY     - 1962     GOOD             CGS
 AW6020  HISTORY     - 1963     GOOD             CGS
 AW6020  HISTORY     - 1965     GOOD             CGS
 AW6020  HISTORY     - 20031216 MARK NOT FOUND   USPSQD
 AW6020  HISTORY     - 20050131 MARK NOT FOUND   USPSQD
 AW6020
 AW6020                          STATION DESCRIPTION
 AW6020
 AW6020'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6020'LOCATED IN THE SOUTHEASTERN PART OF TEXAS CITY, ALONG THE
 AW6020'WATER FRONT, AT THE MONSANTO CHEMICAL CO. PLANT.  THE STATION
 AW6020'IS THE TANK OWNED BY THE CHEMICAL CO.  THE TANK IS PAINTED
 AW6020'WHITE, WITH RED LETTERING AROUND THE SIDES AND IS ABOUT 120
 AW6020'FEET HIGH.
 AW6020
 AW6020                          STATION RECOVERY (1962)
 AW6020
 AW6020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW6020'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AW6020
 AW6020                          STATION RECOVERY (1963)
 AW6020
 AW6020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6020'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1960
 AW6020'DESCRIPTION IS ADEQUATE.
 AW6020
 AW6020                          STATION RECOVERY (1965)
 AW6020
 AW6020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW6020'STATION RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS
 AW6020'ADEQUATE.
 AW6020
 AW6020                          STATION RECOVERY (2003)
 AW6020
 AW6020'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6020'MARK NOT FOUND.
 AW6020
 AW6020                          STATION RECOVERY (2005)
 AW6020
 AW6020'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6041 ***********************************************************************
 AW6041  DESIGNATION -  TEXAS CITY MUN TANK 1960
 AW6041  PID         -  AW6041
 AW6041  STATE/COUNTY-  TX/GALVESTON
 AW6041  USGS QUAD   -  TEXAS CITY (1994)
 AW6041
 AW6041                         *CURRENT SURVEY CONTROL
 AW6041  ___________________________________________________________________
 AW6041* NAD 83(1993)-  29 23 37.22000(N)    094 54 28.61729(W)     ADJUSTED  
 AW6041* NAVD 88     -                                                        
 AW6041  ___________________________________________________________________
 AW6041  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW6041  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW6041
 AW6041  HORZ ORDER  -  THIRD
 AW6041
 AW6041.The horizontal coordinates were established by classical geodetic methods
 AW6041.and adjusted by the National Geodetic Survey in February 1996..
 AW6041
 AW6041
 AW6041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6041
 AW6041.The geoid height was determined by GEOID03.
 AW6041
 AW6041;                    North         East     Units Scale Factor Converg.
 AW6041;SPC TXSC     - 4,179,874.067   997,069.628   MT  0.99986377   +2 00 17.1
 AW6041;SPC TXSC     -13,713,470.17  3,271,219.27   sFT  0.99986377   +2 00 17.1
 AW6041;UTM  15      - 3,253,115.745   314,856.524   MT  1.00002298   -0 56 12.1
 AW6041
 AW6041                          SUPERSEDED SURVEY CONTROL
 AW6041
 AW6041  NAD 83(1986)-  29 23 37.23499(N)    094 54 28.59806(W) AD(       ) 4
 AW6041  NAD 27      -  29 23 36.25676(N)    094 54 27.68429(W) AD(       ) 3
 AW6041
 AW6041.Superseded values are not recommended for survey control.
 AW6041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6041.See file dsdata.txt to determine how the superseded data were derived.
 AW6041
 AW6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1485753116(NAD 83)
 AW6041_MARKER: 51 = TANK
 AW6041
 AW6041  HISTORY     - Date     Condition        Report By
 AW6041  HISTORY     - 1960     FIRST OBSERVED   CGS
 AW6041  HISTORY     - 1989     GOOD             USPSQD
 AW6041  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 AW6041
 AW6041                          STATION DESCRIPTION
 AW6041
 AW6041'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6042 ***********************************************************************
 AW6042  DESIGNATION -  TEXAS CITY MUN TANK 1961
 AW6042  PID         -  AW6042
 AW6042  STATE/COUNTY-  TX/GALVESTON
 AW6042  USGS QUAD   -  TEXAS CITY (1994)
 AW6042
 AW6042                         *CURRENT SURVEY CONTROL
 AW6042  ___________________________________________________________________
 AW6042* NAD 83(1993)-  29 23 37.20829(N)    094 54 28.58625(W)     ADJUSTED  
 AW6042* NAVD 88     -                                                        
 AW6042  ___________________________________________________________________
 AW6042  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW6042  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW6042
 AW6042  HORZ ORDER  -  THIRD
 AW6042
 AW6042.The horizontal coordinates were established by classical geodetic methods
 AW6042.and adjusted by the National Geodetic Survey in February 1996..
 AW6042
 AW6042
 AW6042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6042
 AW6042.The geoid height was determined by GEOID03.
 AW6042
 AW6042;                    North         East     Units Scale Factor Converg.
 AW6042;SPC TXSC     - 4,179,873.736   997,070.477   MT  0.99986377   +2 00 17.1
 AW6042;SPC TXSC     -13,713,469.08  3,271,222.06   sFT  0.99986377   +2 00 17.1
 AW6042;UTM  15      - 3,253,115.370   314,857.355   MT  1.00002297   -0 56 12.1
 AW6042
 AW6042                          SUPERSEDED SURVEY CONTROL
 AW6042
 AW6042  NAD 83(1986)-  29 23 37.22329(N)    094 54 28.56697(W) AD(       ) 4
 AW6042  NAD 27      -  29 23 36.38500(N)    094 54 27.86671(W) AD(       ) 3
 AW6042
 AW6042.Superseded values are not recommended for survey control.
 AW6042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6042.See file dsdata.txt to determine how the superseded data were derived.
 AW6042
 AW6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1485753115(NAD 83)
 AW6042_MARKER: 51 = TANK
 AW6042
 AW6042  HISTORY     - Date     Condition        Report By
 AW6042  HISTORY     - 1961     FIRST OBSERVED   CGS
 AW6042  HISTORY     - 1990     GOOD             USPSQD
 AW6042  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 AW6042
 AW6042                          STATION DESCRIPTION
 AW6042
 AW6042'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6015 ***********************************************************************
 AW6015  DESIGNATION -  TEXAS CITY MUNICIPAL TANK
 AW6015  PID         -  AW6015
 AW6015  STATE/COUNTY-  TX/GALVESTON
 AW6015  USGS QUAD   -  TEXAS CITY (1994)
 AW6015
 AW6015                         *CURRENT SURVEY CONTROL
 AW6015  ___________________________________________________________________
 AW6015* NAD 83(1993)-  29 23 37.21312(N)    094 54 28.61009(W)     ADJUSTED  
 AW6015* NAVD 88     -                                                        
 AW6015  ___________________________________________________________________
 AW6015  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW6015  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW6015
 AW6015  HORZ ORDER  -  THIRD
 AW6015
 AW6015.The horizontal coordinates were established by classical geodetic methods
 AW6015.and adjusted by the National Geodetic Survey in February 1996..
 AW6015
 AW6015
 AW6015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6015
 AW6015.The geoid height was determined by GEOID03.
 AW6015
 AW6015;                    North         East     Units Scale Factor Converg.
 AW6015;SPC TXSC     - 4,179,873.862   997,069.829   MT  0.99986377   +2 00 17.1
 AW6015;SPC TXSC     -13,713,469.50  3,271,219.93   sFT  0.99986377   +2 00 17.1
 AW6015;UTM  15      - 3,253,115.530   314,856.715   MT  1.00002298   -0 56 12.1
 AW6015
 AW6015                          SUPERSEDED SURVEY CONTROL
 AW6015
 AW6015  NAD 83(1986)-  29 23 37.22829(N)    094 54 28.59141(W) AD(       ) 4
 AW6015  NAD 27      -  29 23 36.39011(N)    094 54 27.87329(W) AD(       ) 3
 AW6015
 AW6015.Superseded values are not recommended for survey control.
 AW6015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6015.See file dsdata.txt to determine how the superseded data were derived.
 AW6015
 AW6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1485753116(NAD 83)
 AW6015_MARKER: 51 = TANK
 AW6015
 AW6015  HISTORY     - Date     Condition        Report By
 AW6015  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW6015  HISTORY     - 1947     GOOD             CGS
 AW6015  HISTORY     - 1955     GOOD             CGS
 AW6015  HISTORY     - 1960     GOOD             CGS
 AW6015  HISTORY     - 1960     GOOD             CGS
 AW6015  HISTORY     - 1961     GOOD             CGS
 AW6015  HISTORY     - 1962     GOOD             CGS
 AW6015  HISTORY     - 1965     GOOD             CGS
 AW6015  HISTORY     - 1970     GOOD             USE
 AW6015  HISTORY     - 19950725 GOOD             USPSQD
 AW6015
 AW6015                          STATION DESCRIPTION
 AW6015
 AW6015'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6015'LOCATED IN THE N PART OF TEXAS CITY.  THE STATION IS THE FINIAL
 AW6015'OF THE 150-FOOT METAL WATER TANK (BLACK IN COLOR) BELONGING
 AW6015'TO THE TEXAS CITY MUNICIPAL WATER WORKS.
 AW6015
 AW6015                          STATION RECOVERY (1947)
 AW6015
 AW6015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6015'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED,
 AW6015'EXCEPT THAT THE TANK IS NOW PAINTED GRAY.  IN ADDITION, THE
 AW6015'TANK IS LOCATED AT NINTH AVENUE N AND NORTH NINTH STREET.
 AW6015
 AW6015                          STATION RECOVERY (1955)
 AW6015
 AW6015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6015'THE STATION WAS RECOVERED AS DESCRIBED BY E.O.H. IN 1933,
 AW6015'EXCEPT THAT IT IS NOW PAINTED ALUMINUM.
 AW6015'
 AW6015'THE STATION WAS USED IN A CHECKED THREE-POINT THEODOLITE FIX
 AW6015'AND GAVE SATISFACTORY RESULTS.
 AW6015
 AW6015                          STATION RECOVERY (1960)
 AW6015
 AW6015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6015'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1955 RECOVERY
 AW6015'NOTE BY L.F.W. IS ADEQUATE.
 AW6015
 AW6015                          STATION RECOVERY (1960)
 AW6015
 AW6015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 AW6015'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION
 AW6015'WAS USED IN A CHECKED FOUR-POINT FIX WITH SATISFACTORY RESULTS.
 AW6015
 AW6015                          STATION RECOVERY (1961)
 AW6015
 AW6015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6015'STATION RECOVERED IN GOOD CONDITION.  THE 1955 RECOVERY NOTE
 AW6015'BY L.F.W. IS ADEQUATE.
 AW6015
 AW6015                          STATION RECOVERY (1962)
 AW6015
 AW6015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW6015'RECOVERED IN GOOD CONDITION.  1947 DESCRIPTION ADEQUATE.
 AW6015
 AW6015                          STATION RECOVERY (1965)
 AW6015
 AW6015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW6015'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 AW6015'ARE ADEQUATE.
 AW6015
 AW6015                          STATION RECOVERY (1970)
 AW6015
 AW6015'RECOVERY NOTE BY US ENGINEERS 1970 (GMM)
 AW6015'MARK IS DESTROYED.
 AW6015
 AW6015                          STATION RECOVERY (1995)
 AW6015
 AW6015'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6023 ***********************************************************************
 AW6023  DESIGNATION -  TEXAS CITY TERM RR CO E TANK
 AW6023  PID         -  AW6023
 AW6023  STATE/COUNTY-  TX/GALVESTON
 AW6023  USGS QUAD   -  TEXAS CITY (1994)
 AW6023
 AW6023                         *CURRENT SURVEY CONTROL
 AW6023  ___________________________________________________________________
 AW6023* NAD 83(1993)-  29 22 32.20343(N)    094 53 47.48509(W)     ADJUSTED  
 AW6023* NAVD 88     -                                                        
 AW6023  ___________________________________________________________________
 AW6023  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AW6023  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW6023
 AW6023  HORZ ORDER  -  THIRD
 AW6023
 AW6023.The horizontal coordinates were established by classical geodetic methods
 AW6023.and adjusted by the National Geodetic Survey in February 1996..
 AW6023
 AW6023
 AW6023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6023
 AW6023.The geoid height was determined by GEOID03.
 AW6023
 AW6023;                    North         East     Units Scale Factor Converg.
 AW6023;SPC TXSC     - 4,177,912.592   998,248.065   MT  0.99986350   +2 00 37.2
 AW6023;SPC TXSC     -13,707,034.90  3,275,085.53   sFT  0.99986350   +2 00 37.2
 AW6023;UTM  15      - 3,251,096.069   315,932.933   MT  1.00001808   -0 55 50.0
 AW6023
 AW6023                          SUPERSEDED SURVEY CONTROL
 AW6023
 AW6023  NAD 83(1986)-  29 22 32.21840(N)    094 53 47.46632(W) AD(       ) 4
 AW6023  NAD 27      -  29 22 31.38170(N)    094 53 46.74939(W) AD(       ) 3
 AW6023
 AW6023.Superseded values are not recommended for survey control.
 AW6023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6023.See file dsdata.txt to determine how the superseded data were derived.
 AW6023
 AW6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1593351096(NAD 83)
 AW6023_MARKER: 51 = TANK
 AW6023
 AW6023  HISTORY     - Date     Condition        Report By
 AW6023  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW6023  HISTORY     - 1947     GOOD             CGS
 AW6023  HISTORY     - 1955     GOOD             CGS
 AW6023  HISTORY     - 1960     GOOD             CGS
 AW6023  HISTORY     - 1961     GOOD             CGS
 AW6023  HISTORY     - 1965     GOOD             CGS
 AW6023  HISTORY     - 20050607 GOOD             USPSQD
 AW6023
 AW6023                          STATION DESCRIPTION
 AW6023
 AW6023'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6023'LOCATED IN TEXAS CITY, NEAR THE WATERFRONT.  THE STATION IS THE
 AW6023'FINIAL OF THE 125-FOOT METAL WATER TANK (BLACK IN COLOR) LOCATED
 AW6023'ON THE PROPERTY OF THE TEXAS CITY TERMINAL RAILWAY CO.  THIS
 AW6023'IS THE E TANK OF TWO SIMILAR TANKS.
 AW6023
 AW6023                          STATION RECOVERY (1947)
 AW6023
 AW6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6023'STATION WAS RECOVERED IN POOR CONDITION.  THE TANK WAS HEAVILY
 AW6023'DAMAGED IN THE RECENT TEXAS CITY EXPLOSION AND WILL PROBABLY
 AW6023'BE REBUILT IN THE NEAR FUTURE.  THE TANK IS NOW PAINTED GRAY.
 AW6023
 AW6023                          STATION RECOVERY (1955)
 AW6023
 AW6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6023'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AW6023'BY E.O.H. IN 1933.  THE TANK HAS BEEN RESTORED TO ITS ORIGINAL
 AW6023'CONDITION SINCE THE DAMAGE REPORTED BY R.A.G. IN 1947.
 AW6023'
 AW6023'THE STATION WAS USED IN A CHECKED THREE-POINT THEODOLITE FIX
 AW6023'AND GAVE SATISFACTORY RESULTS.
 AW6023
 AW6023                          STATION RECOVERY (1960)
 AW6023
 AW6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6023'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1955 RECOVERY
 AW6023'NOTE BY L.F.W. IS ADEQUATE.
 AW6023
 AW6023                          STATION RECOVERY (1961)
 AW6023
 AW6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6023'STATION RECOVERED IN GOOD CONDITION.  THE 1955 RECOVERY NOTE
 AW6023'BY L.F.W. IS ADEQUATE.
 AW6023
 AW6023                          STATION RECOVERY (1965)
 AW6023
 AW6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW6023'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 AW6023'ARE ADEQUATE.
 AW6023
 AW6023                          STATION RECOVERY (2005)
 AW6023
 AW6023'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6029 ***********************************************************************
 AW6029  DESIGNATION -  TEXAS CITY TERM RR CO W TANK
 AW6029  PID         -  AW6029
 AW6029  STATE/COUNTY-  TX/GALVESTON
 AW6029  USGS QUAD   -  TEXAS CITY (1994)
 AW6029
 AW6029                         *CURRENT SURVEY CONTROL
 AW6029  ___________________________________________________________________
 AW6029* NAD 83(1993)-  29 22 32.30690(N)    094 53 49.80829(W)     ADJUSTED  
 AW6029* NAVD 88     -                                                        
 AW6029  ___________________________________________________________________
 AW6029  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AW6029  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW6029
 AW6029  HORZ ORDER  -  THIRD
 AW6029
 AW6029.The horizontal coordinates were established by classical geodetic methods
 AW6029.and adjusted by the National Geodetic Survey in February 1996..
 AW6029
 AW6029
 AW6029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6029
 AW6029.The geoid height was determined by GEOID03.
 AW6029
 AW6029;                    North         East     Units Scale Factor Converg.
 AW6029;SPC TXSC     - 4,177,913.578   998,185.348   MT  0.99986350   +2 00 36.1
 AW6029;SPC TXSC     -13,707,038.13  3,274,879.76   sFT  0.99986350   +2 00 36.1
 AW6029;UTM  15      - 3,251,100.273   315,870.340   MT  1.00001836   -0 55 51.2
 AW6029
 AW6029                          SUPERSEDED SURVEY CONTROL
 AW6029
 AW6029  NAD 83(1986)-  29 22 32.32185(N)    094 53 49.78955(W) AD(       ) 4
 AW6029  NAD 27      -  29 22 31.48422(N)    094 53 49.07218(W) AD(       ) 3
 AW6029
 AW6029.Superseded values are not recommended for survey control.
 AW6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6029.See file dsdata.txt to determine how the superseded data were derived.
 AW6029
 AW6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1587051100(NAD 83)
 AW6029_MARKER: 51 = TANK
 AW6029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6029+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW6029
 AW6029  HISTORY     - Date     Condition        Report By
 AW6029  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW6029  HISTORY     - 1947     GOOD             CGS
 AW6029  HISTORY     - 1955     GOOD             CGS
 AW6029  HISTORY     - 1960     GOOD             CGS
 AW6029  HISTORY     - 1960     GOOD             CGS
 AW6029  HISTORY     - 1961     GOOD             CGS
 AW6029  HISTORY     - 1965     GOOD             CGS
 AW6029  HISTORY     - 20050607 GOOD             USPSQD
 AW6029
 AW6029                          STATION DESCRIPTION
 AW6029
 AW6029'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6029'LOCATED IN TEXAS CITY, NEAR THE WATER FRONT.  THE STATION IS THE
 AW6029'FINIAL OF THE 125-FOOT METAL WATER TANK (BLACK IN COLOR)
 AW6029'LOCATED ON THE PROPERTY OF THE TEXAS CITY TERMINAL RAILWAY CO.
 AW6029'THIS IS THE W TANK OF TWO SIMILAR TANKS.
 AW6029
 AW6029                          STATION RECOVERY (1947)
 AW6029
 AW6029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6029'THE STATION WAS RECOVERED IN POOR CONDITION AS DESCRIBED.
 AW6029'THE WATER TANK WAS HEAVILY DAMAGED BY THE RECENT TEXAS CITY
 AW6029'EXPLOSION AND WILL PROBABLY BE REBUILT.
 AW6029
 AW6029                          STATION RECOVERY (1955)
 AW6029
 AW6029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6029'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 AW6029'E.O.H. IN 1933.  THE TANK HAS BEEN RESTORED TO ITS ORIGINAL
 AW6029'CONDITION SINCE THE DAMAGE REPORTED BY R.A.G. IN 1947.
 AW6029'
 AW6029'THE STATION WAS USED IN A CHECKED THREE-POINT THEODOLITE FIX
 AW6029'AND GAVE SATISFACTORY RESULTS.
 AW6029
 AW6029                          STATION RECOVERY (1960)
 AW6029
 AW6029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 AW6029'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 AW6029'STATION WAS USED IN A CHECK FOUR-POINT FIX WITH SATISFACTORY
 AW6029'RESULTS.
 AW6029
 AW6029                          STATION RECOVERY (1960)
 AW6029
 AW6029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6029'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1955 RECOVERY
 AW6029'NOTE BY L.F.W. IS ADEQUATE.
 AW6029
 AW6029                          STATION RECOVERY (1961)
 AW6029
 AW6029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6029'STATION RECOVERED IN GOOD CONDITION.  THE 1955 RECOVERY NOTE
 AW6029'BY L.F.W. IS ADEQUATE.
 AW6029
 AW6029                          STATION RECOVERY (1965)
 AW6029
 AW6029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW6029'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 AW6029'ARE ADEQUATE.
 AW6029
 AW6029                          STATION RECOVERY (2005)
 AW6029
 AW6029'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5991 ***********************************************************************
 AW5991  DESIGNATION -  TEXAS CITY WAH CHANG CORP STK
 AW5991  PID         -  AW5991
 AW5991  STATE/COUNTY-  TX/GALVESTON
 AW5991  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5991
 AW5991                         *CURRENT SURVEY CONTROL
 AW5991  ___________________________________________________________________
 AW5991* NAD 83(1993)-  29 21 27.47258(N)    094 56 30.67932(W)     ADJUSTED  
 AW5991* NAVD 88     -                                                        
 AW5991  ___________________________________________________________________
 AW5991  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW5991  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW5991
 AW5991  HORZ ORDER  -  THIRD
 AW5991
 AW5991.The horizontal coordinates were established by classical geodetic methods
 AW5991.and adjusted by the National Geodetic Survey in February 1996..
 AW5991
 AW5991
 AW5991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5991
 AW5991.The geoid height was determined by GEOID03.
 AW5991
 AW5991;                    North         East     Units Scale Factor Converg.
 AW5991;SPC TXSC     - 4,175,767.526   993,919.467   MT  0.99986332   +1 59 17.3
 AW5991;SPC TXSC     -13,699,997.29  3,260,884.12   sFT  0.99986332   +1 59 17.3
 AW5991;UTM  15      - 3,249,175.577   311,499.259   MT  1.00003846   -0 57 08.3
 AW5991
 AW5991                          SUPERSEDED SURVEY CONTROL
 AW5991
 AW5991  NAD 83(1986)-  29 21 27.48738(N)    094 56 30.66098(W) AD(       ) 4
 AW5991  NAD 27      -  29 21 26.64382(N)    094 56 29.93826(W) AD(       ) 3
 AW5991
 AW5991.Superseded values are not recommended for survey control.
 AW5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5991.See file dsdata.txt to determine how the superseded data were derived.
 AW5991
 AW5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1149949176(NAD 83)
 AW5991_MARKER: 63 = STACK
 AW5991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5991+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2004
 AW5991
 AW5991  HISTORY     - Date     Condition        Report By
 AW5991  HISTORY     - 1960     FIRST OBSERVED   CGS
 AW5991  HISTORY     - 1965     GOOD             CGS
 AW5991  HISTORY     - 1987     GOOD             USPSQD
 AW5991  HISTORY     - 1988     GOOD             USPSQD
 AW5991  HISTORY     - 20000310 GOOD             USPSQD
 AW5991  HISTORY     - 20040129 GOOD             USPSQD
 AW5991  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW5991
 AW5991                          STATION DESCRIPTION
 AW5991
 AW5991'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5991'LOCATED IN THE SOUTHWEST PART OF TEXAS CITY, AT THE INTERSECTION
 AW5991'OF STATE HIGHWAY 146 AND FARM ROAD 519.  THE STATION IS THE
 AW5991'TALL CONCRETE STACK OF THE WAH CHANG CORP.  THE UPPER PORTION OF
 AW5991'THE STACK IS PAINTED BLACK.  THE STACK IS ABOUT 150 FEET HIGH.
 AW5991
 AW5991                          STATION RECOVERY (1965)
 AW5991
 AW5991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5991'STATION RECOVERED IN GOOD CONDITION.  THE UPPER PORTION OF
 AW5991'THE STACK IS NO LONGER PAINTED BLACK.
 AW5991
 AW5991                          STATION RECOVERY (1987)
 AW5991
 AW5991'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW5991'RECOVERED IN GOOD CONDITION.
 AW5991
 AW5991                          STATION RECOVERY (1988)
 AW5991
 AW5991'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW5991'RECOVERED IN GOOD CONDITION.
 AW5991
 AW5991                          STATION RECOVERY (2000)
 AW5991
 AW5991'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW5991'RECOVERED IN GOOD CONDITION.
 AW5991
 AW5991                          STATION RECOVERY (2004)
 AW5991
 AW5991'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5991'RECOVERED IN GOOD CONDITION.
 AW5991
 AW5991                          STATION RECOVERY (2005)
 AW5991
 AW5991'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5991'THE PLANT AND THE STACK ARE GONE THIS IS NOW A SUPERFUND SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3038 ***********************************************************************
 CS3038  DESIGNATION -  TEXAS ELEC EAGLE MTN PLT STK
 CS3038  PID         -  CS3038
 CS3038  STATE/COUNTY-  TX/TARRANT
 CS3038  USGS QUAD   -  AVONDALE (1982)
 CS3038
 CS3038                         *CURRENT SURVEY CONTROL
 CS3038  ___________________________________________________________________
 CS3038* NAD 83(1993)-  32 54 21.35052(N)    097 28 47.36782(W)     ADJUSTED  
 CS3038* NAVD 88     -                                                        
 CS3038  ___________________________________________________________________
 CS3038  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 CS3038  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CS3038
 CS3038  HORZ ORDER  -  THIRD
 CS3038
 CS3038.The horizontal coordinates were established by classical geodetic methods
 CS3038.and adjusted by the National Geodetic Survey in February 1996..
 CS3038
 CS3038
 CS3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3038
 CS3038.The geoid height was determined by GEOID03.
 CS3038
 CS3038;                    North         East     Units Scale Factor Converg.
 CS3038;SPC TXNC     - 2,137,884.932   695,426.383   MT  0.99987584   +0 33 23.0
 CS3038;SPC TXNC     - 7,014,044.15  2,281,578.06   sFT  0.99987584   +0 33 23.0
 CS3038;UTM  14      - 3,641,883.216   642,165.865   MT  0.99984921   +0 49 33.6
 CS3038
 CS3038                          SUPERSEDED SURVEY CONTROL
 CS3038
 CS3038  NAD 83(1993)-  32 54 21.35308(N)    097 28 47.35258(W) AD(       ) 4
 CS3038  NAD 83(1986)-  32 54 21.35378(N)    097 28 47.35169(W) AD(       ) 4
 CS3038  NAD 27      -  32 54 20.89873(N)    097 28 46.26903(W) AD(       ) 3
 CS3038
 CS3038.Superseded values are not recommended for survey control.
 CS3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3038.See file dsdata.txt to determine how the superseded data were derived.
 CS3038
 CS3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4216641883(NAD 83)
 CS3038_MARKER: 63 = STACK
 CS3038
 CS3038  HISTORY     - Date     Condition        Report By
 CS3038  HISTORY     - 1953     FIRST OBSERVED   CGS
 CS3038  HISTORY     - 19960921 GOOD             USPSQD
 CS3038
 CS3038                          STATION DESCRIPTION
 CS3038
 CS3038'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3038'STATION IS A LARGE SINGLE STACK BUILT OF MASONRY, AT THE TEXAS
 CS3038'ELECTRIC CO., EAGLE MOUNTAIN PLANT, ON THE E SIDE OF EAGLE
 CS3038'MOUNTAIN LAKE, AND ABOUT 4 MI. (AIRLINE) E-NE OF AZLE.
 CS3038'THE POINT OBSERVED WAS THE CENTER OF THE STACK.
 CS3038
 CS3038                          STATION RECOVERY (1996)
 CS3038
 CS3038'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0930 ***********************************************************************
 CU0930  DESIGNATION -  TEXAS ELEC SERVICE MICROWAVE
 CU0930  PID         -  CU0930
 CU0930  STATE/COUNTY-  TX/NOLAN
 CU0930  USGS QUAD   -  CHALK PEAK (1984)
 CU0930
 CU0930                         *CURRENT SURVEY CONTROL
 CU0930  ___________________________________________________________________
 CU0930* NAD 83(1993)-  32 29 36.81868(N)    100 14 34.60040(W)     ADJUSTED  
 CU0930* NAVD 88     -                                                        
 CU0930  ___________________________________________________________________
 CU0930  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CU0930  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CU0930
 CU0930  HORZ ORDER  -  THIRD
 CU0930
 CU0930.The horizontal coordinates were established by classical geodetic methods
 CU0930.and adjusted by the National Geodetic Survey in February 1996..
 CU0930
 CU0930
 CU0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0930
 CU0930.The geoid height was determined by GEOID03.
 CU0930
 CU0930;                    North         East     Units Scale Factor Converg.
 CU0930;SPC TXNC     - 2,093,053.713   436,212.710   MT  0.99991973   -0 57 02.1
 CU0930;SPC TXNC     - 6,866,960.39  1,431,141.20   sFT  0.99991973   -0 57 02.1
 CU0930;UTM  14      - 3,595,825.809   383,226.598   MT  0.99976815   -0 40 04.0
 CU0930
 CU0930                          SUPERSEDED SURVEY CONTROL
 CU0930
 CU0930  NAD 83(1986)-  32 29 36.82501(N)    100 14 34.58956(W) AD(       ) 4
 CU0930  NAD 27      -  32 29 36.39500(N)    100 14 33.22100(W) AD(       ) 3
 CU0930
 CU0930.Superseded values are not recommended for survey control.
 CU0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0930.See file dsdata.txt to determine how the superseded data were derived.
 CU0930
 CU0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA8322795826(NAD 83)
 CU0930_MARKER: 44 = MICROWAVE MAST
 CU0930
 CU0930  HISTORY     - Date     Condition        Report By
 CU0930  HISTORY     - 1961     FIRST OBSERVED   CGS
 CU0930
 CU0930                          STATION DESCRIPTION
 CU0930
 CU0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0930'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CU0930'7 MILES WEST OF TRENT AND 1500 FEET NORTH OF U.S. HIGHWAYS
 CU0930'80 AND 84.
 CU0930'
 CU0930'THE MAST IS A RED AND WHITE STEEL STRUCTURE WITH A MICROWAVE
 CU0930'REFLECTOR ON THE TOP AND IS APPROXIMATELY 250 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0284 ***********************************************************************
 AH0284  DESIGNATION -  TEXAS F 1
 AH0284  PID         -  AH0284
 AH0284  STATE/COUNTY-  TX/NUECES
 AH0284  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0284
 AH0284                         *CURRENT SURVEY CONTROL
 AH0284  ___________________________________________________________________
 AH0284* NAD 83(1986)-  27 50 12.     (N)    097 22 48.     (W)     SCALED    
 AH0284* NAVD 88     -         0.71   (+/-2cm)       2.3    (feet)  VERTCON   
 AH0284  ___________________________________________________________________
 AH0284  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH0284
 AH0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0284
 AH0284.The horizontal coordinates were scaled from a topographic map and have
 AH0284.an estimated accuracy of +/- 6 seconds.
 AH0284
 AH0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0284.The vertical order pertains to the NGVD 29 superseded value.
 AH0284
 AH0284.The geoid height was determined by GEOID03.
 AH0284
 AH0284;                    North         East    Units  Estimated Accuracy
 AH0284;SPC TX S     - 5,240,920.      410,330.      MT  (+/- 180 meters Scaled)
 AH0284
 AH0284                          SUPERSEDED SURVEY CONTROL
 AH0284
 AH0284  NGVD 29 (??/??/92)    0.90   (m)            3.0    (f) COMPUTED    2 0
 AH0284
 AH0284.Superseded values are not recommended for survey control.
 AH0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0284.See file dsdata.txt to determine how the superseded data were derived.
 AH0284
 AH0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR595801(NAD 83)
 AH0284_MARKER: DD = SURVEY DISK
 AH0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0284_STAMPING: TEXAS F 1 1922
 AH0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0284+STABILITY: SURFACE MOTION
 AH0284
 AH0284  HISTORY     - Date     Condition        Report By
 AH0284  HISTORY     - 1922     MONUMENTED       USGS
 AH0284  HISTORY     - 1935     GOOD             NGS
 AH0284  HISTORY     - 1949     MARK NOT FOUND   NGS
 AH0284
 AH0284                          STATION DESCRIPTION
 AH0284
 AH0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AH0284'2.6 MI NE FROM CORPUS CHRISTI.
 AH0284'2.6 MILES NE OF AND ALONG THE S P R R ON THE WEST SIDE OF HIGHWAY. 100
 AH0284'FEET NW OF CENTER OF TRACK.  135 FEET SW OF SW END OF CAUSEWAY.
 AH0284
 AH0284                          STATION RECOVERY (1949)
 AH0284
 AH0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0131 ***********************************************************************
 AH0131  DESIGNATION -  TEXAS F 2 USGS
 AH0131  PID         -  AH0131
 AH0131  STATE/COUNTY-  TX/SAN PATRICIO
 AH0131  USGS QUAD   -  PORTLAND (1975)
 AH0131
 AH0131                         *CURRENT SURVEY CONTROL
 AH0131  ___________________________________________________________________
 AH0131* NAD 83(1986)-  27 52 27.     (N)    097 19 17.     (W)     SCALED    
 AH0131* NAVD 88     -        10.252  (meters)      33.64   (feet)  ADJUSTED  
 AH0131  ___________________________________________________________________
 AH0131  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AH0131  DYNAMIC HT  -          10.236 (meters)      33.58  (feet)  COMP
 AH0131  MODELED GRAV-     979,134.8   (mgal)                       NAVD 88
 AH0131
 AH0131  VERT ORDER  -  FIRST     CLASS II
 AH0131
 AH0131.The horizontal coordinates were scaled from a topographic map and have
 AH0131.an estimated accuracy of +/- 6 seconds.
 AH0131
 AH0131.The orthometric height was determined by differential leveling
 AH0131.and adjusted by the National Geodetic Survey in June 1991..
 AH0131
 AH0131.The geoid height was determined by GEOID03.
 AH0131
 AH0131.The dynamic height is computed by dividing the NAVD 88
 AH0131.geopotential number by the normal gravity value computed on the
 AH0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0131.degrees latitude (g = 980.6199 gals.).
 AH0131
 AH0131.The modeled gravity was interpolated from observed gravity values.
 AH0131
 AH0131;                    North         East    Units  Estimated Accuracy
 AH0131;SPC TX S     - 5,245,120.      416,060.      MT  (+/- 180 meters Scaled)
 AH0131
 AH0131                          SUPERSEDED SURVEY CONTROL
 AH0131
 AH0131  NGVD 29 (??/??/92)   10.44   (m)           34.3    (f) COMPUTED    1 2
 AH0131
 AH0131.Superseded values are not recommended for survey control.
 AH0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0131.See file dsdata.txt to determine how the superseded data were derived.
 AH0131
 AH0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR652843(NAD 83)
 AH0131_MARKER: DD = SURVEY DISK
 AH0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0131_STAMPING: TEXAS 34 F 2 1922
 AH0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0131+STABILITY: SURFACE MOTION
 AH0131
 AH0131  HISTORY     - Date     Condition        Report By
 AH0131  HISTORY     - 1922     MONUMENTED       USGS
 AH0131  HISTORY     - 1959     GOOD             NGS
 AH0131  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0131
 AH0131                          STATION DESCRIPTION
 AH0131
 AH0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0131'0.45 MI SW FROM PORTLAND.
 AH0131'ABOUT 0.45 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0131'FROM THE CITY WATER TANK AT PORTLAND, AT THE 5TH AVENUE CROSSING, 149
 AH0131'FEET NORTH-NORTHWEST AND ACROSS THE TRACKS FROM MILEPOST 142, 83 FEET
 AH0131'SOUTHWEST OF THE CENTER OF THE CROSSING, 46 FEET WEST-NORTHWEST OF THE
 AH0131'WEST-NORTHWEST RAIL, 38 FEET SOUTH OF THE CENTER LINE OF 5TH AVENUE,
 AH0131'10 FEET SOUTH OF A TELEPHONE POLE, 16 FEET SOUTHWEST OF A TELEPHONE
 AH0131'POLE, 1 FOOT WEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE
 AH0131'STREET AND TRACKS, AND IN THE TOP OF A CONCRETE POST 3 INCHES BELOW
 AH0131'THE GROUND.
 AH0131
 AH0131                          STATION RECOVERY (1978)
 AH0131
 AH0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0131'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0132 ***********************************************************************
 AH0132  DESIGNATION -  TEXAS F 3=PTS 33 USGS
 AH0132  PID         -  AH0132
 AH0132  STATE/COUNTY-  TX/SAN PATRICIO
 AH0132  USGS QUAD   -  GREGORY (1975)
 AH0132
 AH0132                         *CURRENT SURVEY CONTROL
 AH0132  ___________________________________________________________________
 AH0132* NAD 83(1986)-  27 55 20.     (N)    097 17 25.     (W)     SCALED    
 AH0132* NAVD 88     -         9.839  (meters)      32.28   (feet)  ADJUSTED  
 AH0132  ___________________________________________________________________
 AH0132  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AH0132  DYNAMIC HT  -           9.824 (meters)      32.23  (feet)  COMP
 AH0132  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 AH0132
 AH0132  VERT ORDER  -  FIRST     CLASS I
 AH0132
 AH0132.The horizontal coordinates were scaled from a topographic map and have
 AH0132.an estimated accuracy of +/- 6 seconds.
 AH0132
 AH0132.The orthometric height was determined by differential leveling
 AH0132.and adjusted by the National Geodetic Survey in June 1991..
 AH0132.WARNING-Repeat measurements at this control monument indicate possible
 AH0132.vertical movement.
 AH0132
 AH0132.The geoid height was determined by GEOID03.
 AH0132
 AH0132.The dynamic height is computed by dividing the NAVD 88
 AH0132.geopotential number by the normal gravity value computed on the
 AH0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0132.degrees latitude (g = 980.6199 gals.).
 AH0132
 AH0132.The modeled gravity was interpolated from observed gravity values.
 AH0132
 AH0132;                    North         East    Units  Estimated Accuracy
 AH0132;SPC TX S     - 5,250,480.      419,080.      MT  (+/- 180 meters Scaled)
 AH0132
 AH0132                          SUPERSEDED SURVEY CONTROL
 AH0132
 AH0132.No superseded survey control is available for this station.
 AH0132
 AH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR682897(NAD 83)
 AH0132_MARKER: DD = SURVEY DISK
 AH0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0132_STAMPING: TEXAS F 3 1922 PRIM TRAV STA NO 33
 AH0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0132+STABILITY: SURFACE MOTION
 AH0132
 AH0132  HISTORY     - Date     Condition        Report By
 AH0132  HISTORY     - 1922     MONUMENTED       USGS
 AH0132  HISTORY     - 1959     GOOD             NGS
 AH0132  HISTORY     - 1978     GOOD             NGS
 AH0132  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0132
 AH0132                          STATION DESCRIPTION
 AH0132
 AH0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0132'IN GREGORY.
 AH0132'ABOUT 0.1 MILE NORTHEAST OF THE TEXAS AND NEW ORLEANS RAILROAD STATION
 AH0132'AT GREGORY, 54 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF U.
 AH0132'S. HIGHWAY 181, STATE HIGHWAY 35, AND FARM ROAD 136, 35 FEET SOUTHEAST
 AH0132'OF THE CENTER LINE OF STATE HIGHWAY 35 AND FARM ROAD 136, 35 FEET
 AH0132'NORTH OF THE CENTER LINE OF U. S. HIGHWAY 181, 10 FEET NORTHEAST OF A
 AH0132'POWER POLE SUPPORTING A STREET LAMP, AND IN THE TOP OF A CONCRETE POST
 AH0132'PROJECTING 1 INCH ABOVE THE LEVEL OF THE DRIVEWAY.
 AH0132
 AH0132                          STATION RECOVERY (1978)
 AH0132
 AH0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0132'LOCATED AT THE INTERSECTION OF FOURTH STREET AND GREGORY
 AH0132'AVENUE IN GROGERY, SET IN A CONCRETE SLAB AT AN OLD
 AH0132'ABANDONED SERVICE STATION FOUNDATION, 90 FEET SOUTHRAST
 AH0132'OF THE SOUTHEAST CORNER OF THE POST OFFICE, 38 FEET
 AH0132'NORTHEAST OF THE CENTER OF FOURTH STREET, 36 FEET SOUTHEAST
 AH0132'OF THE CENTER OF GROGERY AVENUE, 11 FEET EAST OF A
 AH0132'UTILITY POLE.
 AH0132
 AH0132                          STATION RECOVERY (1995)
 AH0132
 AH0132'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0202 ***********************************************************************
 AH0202  DESIGNATION -  TEXAS F 5=PTS 2 USGS
 AH0202  PID         -  AH0202
 AH0202  STATE/COUNTY-  TX/SAN PATRICIO
 AH0202  USGS QUAD   -  TAFT (1975)
 AH0202
 AH0202                         *CURRENT SURVEY CONTROL
 AH0202  ___________________________________________________________________
 AH0202* NAD 83(1986)-  27 58 38.     (N)    097 23 44.     (W)     SCALED    
 AH0202* NAVD 88     -        15.508  (meters)      50.88   (feet)  ADJUSTED  
 AH0202  ___________________________________________________________________
 AH0202  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AH0202  DYNAMIC HT  -          15.485 (meters)      50.80  (feet)  COMP
 AH0202  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 AH0202
 AH0202  VERT ORDER  -  FIRST     CLASS II
 AH0202
 AH0202.The horizontal coordinates were scaled from a topographic map and have
 AH0202.an estimated accuracy of +/- 6 seconds.
 AH0202
 AH0202.The orthometric height was determined by differential leveling
 AH0202.and adjusted by the National Geodetic Survey in June 1991..
 AH0202
 AH0202.The geoid height was determined by GEOID03.
 AH0202
 AH0202.The dynamic height is computed by dividing the NAVD 88
 AH0202.geopotential number by the normal gravity value computed on the
 AH0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0202.degrees latitude (g = 980.6199 gals.).
 AH0202
 AH0202.The modeled gravity was interpolated from observed gravity values.
 AH0202
 AH0202;                    North         East    Units  Estimated Accuracy
 AH0202;SPC TX S     - 5,256,480.      408,660.      MT  (+/- 180 meters Scaled)
 AH0202
 AH0202                          SUPERSEDED SURVEY CONTROL
 AH0202
 AH0202  NGVD 29 (??/??/92)   15.72   (m)           51.6    (f) COMPUTED    1 2
 AH0202
 AH0202.Superseded values are not recommended for survey control.
 AH0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0202.See file dsdata.txt to determine how the superseded data were derived.
 AH0202
 AH0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR577957(NAD 83)
 AH0202_MARKER: DD = SURVEY DISK
 AH0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0202_STAMPING: PRIM TRAV STA NO 2 TEXAS F 5 1922 51
 AH0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0202+STABILITY: SURFACE MOTION
 AH0202
 AH0202  HISTORY     - Date     Condition        Report By
 AH0202  HISTORY     - 1922     MONUMENTED       USGS
 AH0202  HISTORY     - 1959     GOOD             NGS
 AH0202  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0202  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0202
 AH0202                          STATION DESCRIPTION
 AH0202
 AH0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0202'IN TAFT.
 AH0202'AT TAFT, AT THE TEXAS AND NEW ORLEANS RAILROAD STATION, 38 FEET
 AH0202'NORTHWEST OF THE NORTHWEST END OF THE STATION, 46 FEET NORTHEAST OF
 AH0202'THE NORTHEAST RAIL OF THE MAIN TRACK, 9 FEET SOUTHWEST OF THE
 AH0202'SOUTHWEST CURB OF U. S. HIGHWAY 181, ABOUT LEVEL WITH THE HIGHWAY,
 AH0202'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 AH0202'CONCRETE POST 2 1/2 FEET BELOW THE SURFACE AND IS ENCASED IN A 14-INCH
 AH0202'TILE 2 INCHES BELOW THE GROUND AND FILLED WITH DIRT.
 AH0202
 AH0202                          STATION RECOVERY (1978)
 AH0202
 AH0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0202'SEARCHED FOR NOT RECOVERED THIS DATE.
 AH0202
 AH0202                          STATION RECOVERY (1995)
 AH0202
 AH0202'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1327 ***********************************************************************
 DM1327  DESIGNATION -  TEXAS FOREST SERVICE LOT 62
 DM1327  PID         -  DM1327
 DM1327  STATE/COUNTY-  TX/RED RIVER
 DM1327  USGS QUAD   -  DIMPLE (1964)
 DM1327
 DM1327                         *CURRENT SURVEY CONTROL
 DM1327  ___________________________________________________________________
 DM1327* NAD 83(1993)-  33 44 57.32270(N)    095 03 21.18918(W)     ADJUSTED  
 DM1327* NAVD 88     -                                                        
 DM1327  ___________________________________________________________________
 DM1327  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DM1327  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DM1327
 DM1327  HORZ ORDER  -  THIRD
 DM1327
 DM1327.The horizontal coordinates were established by classical geodetic methods
 DM1327.and adjusted by the National Geodetic Survey in February 1996..
 DM1327
 DM1327
 DM1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1327
 DM1327.The geoid height was determined by GEOID03.
 DM1327
 DM1327;                    North         East     Units Scale Factor Converg.
 DM1327;SPC TXNC     - 2,236,175.338   919,041.392   MT  0.99994660   +1 52 42.2
 DM1327;SPC TXNC     - 7,336,518.59  3,015,221.63   sFT  0.99994660   +1 52 42.2
 DM1327;UTM  15      - 3,736,253.125   309,571.608   MT  1.00004707   -1 08 33.0
 DM1327
 DM1327                          SUPERSEDED SURVEY CONTROL
 DM1327
 DM1327  NAD 83(1993)-  33 44 57.32278(N)    095 03 21.18929(W) AD(       ) 4
 DM1327  NAD 83(1986)-  33 44 57.33006(N)    095 03 21.17520(W) AD(       ) 4
 DM1327  NAD 27      -  33 44 56.94400(N)    095 03 20.36200(W) AD(       ) 3
 DM1327
 DM1327.Superseded values are not recommended for survey control.
 DM1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1327.See file dsdata.txt to determine how the superseded data were derived.
 DM1327
 DM1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0957236253(NAD 83)
 DM1327_MARKER: 57 = LOOKOUT TOWER
 DM1327
 DM1327  HISTORY     - Date     Condition        Report By
 DM1327  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1327  HISTORY     - 1957     GOOD             CGS
 DM1327
 DM1327                          STATION DESCRIPTION
 DM1327
 DM1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1327'THIS STATION IS LOCATED ABOUT 10 MILES NORTH OF CLARKSVILLE.
 DM1327'IT IS A 4 LEGGED, STEEL STRUCTURE, ABOUT 100 FEET HIGH AND
 DM1327'IS PAINTED GREY.  THE POINT INTERSECTED WAS THE CENTER OF
 DM1327'THE TOP OF THE TOWER.
 DM1327'
 DM1327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 DM1327'AND STATE HIGHWAY 37 IN CLARKSVILLE, GO NORTH ON HIGHWAY 37
 DM1327'FOR 9.85 MILE TO THE TOWER ON THE LEFT AS DESCRIBED.
 DM1327
 DM1327                          STATION RECOVERY (1957)
 DM1327
 DM1327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1327'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1327'PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1587 ***********************************************************************
 AE1587  DESIGNATION -  TEXAS GS BM NEAR STONE 1935
 AE1587  PID         -  AE1587
 AE1587  STATE/COUNTY-  TX/HIDALGO
 AE1587  USGS QUAD   -  MC COOK (1963)
 AE1587
 AE1587                         *CURRENT SURVEY CONTROL
 AE1587  ___________________________________________________________________
 AE1587* NAD 83(1993)-  26 27 34.28978(N)    098 23 42.94091(W)     ADJUSTED  
 AE1587* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 AE1587  ___________________________________________________________________
 AE1587  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AE1587  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AE1587
 AE1587  HORZ ORDER  -  SECOND
 AE1587
 AE1587.The horizontal coordinates were established by classical geodetic methods
 AE1587.and adjusted by the National Geodetic Survey in February 1996..
 AE1587
 AE1587.The orthometric height was scaled from a topographic map.
 AE1587
 AE1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1587
 AE1587.The geoid height was determined by GEOID03.
 AE1587
 AE1587;                    North         East     Units Scale Factor Converg.
 AE1587;SPC TX S     - 5,087,847.411   310,444.423   MT  0.99993915   +0 02 51.2
 AE1587;SPC TX S     -16,692,379.38  1,018,516.41   sFT  0.99993915   +0 02 51.2
 AE1587;UTM  14      - 2,926,716.699   560,284.112   MT  0.99964487   +0 16 10.1
 AE1587
 AE1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1587!SPC TX S     -   0.99998810  x   0.99993915  =   0.99992725
 AE1587!UTM  14      -   0.99998810  x   0.99964487  =   0.99963297
 AE1587
 AE1587                          SUPERSEDED SURVEY CONTROL
 AE1587
 AE1587  NAD 83(1986)-  26 27 34.29452(N)    098 23 42.90685(W) AD(       ) 2
 AE1587  NAD 27      -  26 27 33.05597(N)    098 23 41.84565(W) AD(       ) 2
 AE1587
 AE1587.Superseded values are not recommended for survey control.
 AE1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1587.See file dsdata.txt to determine how the superseded data were derived.
 AE1587
 AE1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6028426717(NAD 83)
 AE1587_MARKER: Z = SEE DESCRIPTION
 AE1587_SETTING: 0 = UNSPECIFIED SETTING
 AE1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1587
 AE1587  HISTORY     - Date     Condition        Report By
 AE1587  HISTORY     - 1935     MONUMENTED       TXGS
 AE1587
 AE1587                          STATION DESCRIPTION
 AE1587
 AE1587'DESCRIBED BY TEXAS GEODETIC SURVEY 1935
 AE1587'A TIE WAS MADE TO A STATE SURVEY BENCH MARK.  BENCH MARK
 AE1587'IS 46.93 FEET NNE OF STATION MARK STONE AND 1.78 FEET HIGHER THAN
 AE1587'STATION STONE.
 AE1587'
 AE1587'TO REACH STATION STONE FROM MONTE CHRISTO, GO W ON GRAVEL ROAD 4.8
 AE1587'MILES AND TURN LEFT (W) WHERE MAIN ROAD STRAIGHT AHEAD PASSES
 AE1587'THROUGH AUTO GATE.  GO 2.2 MILES AND TURN RIGHT (N) ON T-ROAD
 AE1587'AT A STATE SURVEY BENCH MARK ON S SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0516 ***********************************************************************
 AM0516  DESIGNATION -  TEXAS GULF SULPHUR CO E STACK
 AM0516  PID         -  AM0516
 AM0516  STATE/COUNTY-  TX/MATAGORDA
 AM0516  USGS QUAD   -  MATAGORDA (1972)
 AM0516
 AM0516                         *CURRENT SURVEY CONTROL
 AM0516  ___________________________________________________________________
 AM0516* NAD 83(1993)-  28 44 10.95072(N)    095 53 18.77061(W)     ADJUSTED  
 AM0516* NAVD 88     -                                                        
 AM0516  ___________________________________________________________________
 AM0516  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AM0516  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AM0516
 AM0516  HORZ ORDER  -  THIRD
 AM0516
 AM0516.The horizontal coordinates were established by classical geodetic methods
 AM0516.and adjusted by the National Geodetic Survey in February 1996..
 AM0516
 AM0516
 AM0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0516
 AM0516.The geoid height was determined by GEOID03.
 AM0516
 AM0516;                    North         East     Units Scale Factor Converg.
 AM0516;SPC TXSC     - 4,104,125.358   903,881.647   MT  0.99991740   +1 31 27.6
 AM0516;SPC TXSC     -13,464,951.28  2,965,485.04   sFT  0.99991740   +1 31 27.6
 AM0516;UTM  15      - 3,182,199.743   217,880.068   MT  1.00058235   -1 23 22.8
 AM0516
 AM0516                          SUPERSEDED SURVEY CONTROL
 AM0516
 AM0516  NAD 83(1986)-  28 44 10.95924(N)    095 53 18.75145(W) AD(       ) 4
 AM0516  NAD 27      -  28 44 10.01300(N)    095 53 17.88600(W) AD(       ) 3
 AM0516
 AM0516.Superseded values are not recommended for survey control.
 AM0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0516.See file dsdata.txt to determine how the superseded data were derived.
 AM0516
 AM0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM1788082200(NAD 83)
 AM0516_MARKER: 63 = STACK
 AM0516
 AM0516  HISTORY     - Date     Condition        Report By
 AM0516  HISTORY     - 1934     FIRST OBSERVED   CGS
 AM0516  HISTORY     - 1935     GOOD             CGS
 AM0516  HISTORY     - 1947     GOOD             CGS
 AM0516
 AM0516                          STATION DESCRIPTION
 AM0516
 AM0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0516'STATION IS LOCATED ABOUT 1 MILE N OF THE TOWN OF GULF.  STATION
 AM0516'IS THE MOST E OF TWO LARGE STACKS AT THE TEXAS GULF SULPHUR
 AM0516'COMPANY.  STACK IS ABOUT 90 FEET HIGH.  THERE ARE NO MARKS.
 AM0516
 AM0516                          STATION RECOVERY (1935)
 AM0516
 AM0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AM0516'STATION IS THE CENTER OF THE EASTERLY OF TWIN STACKS AT THE
 AM0516'POWER PLANT OF THE TEXAS GULF SULPHUR COMPANY.  BOTH ARE
 AM0516'CYLINDRICAL RED BRICK STACKS.  THEY HAVE SLIGHT CORBEL ABOUT
 AM0516'TWO FEET BELOW THE TOP.  AROUND THEM ARE SEVERAL METAL REINFORCING
 AM0516'BANDS SEVERAL FEET APART.  THEY ARE 200 FEET HIGH AND ARE
 AM0516'VERY PROMINENT.  THEY WERE ERECTED IN 1918.  THE STACKS ARE
 AM0516'ON THE N SIDE OF THE POWER PLANT WHICH IS NEAR THE NE CORNER
 AM0516'OF THE SULPHUR COMPANY BUILDINGS AND IS ABOUT 2 MILES N OF THE
 AM0516'SHORE OF MATAGORDA BAY, AND ABOUT 1 MILE N OF THE TOWN OF
 AM0516'GULF.
 AM0516
 AM0516                          STATION RECOVERY (1947)
 AM0516
 AM0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0516'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE STACK
 AM0516'IS 205 FEET HIGH, NOT 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0518 ***********************************************************************
 AM0518  DESIGNATION -  TEXAS GULF SULPHUR CO W STACK
 AM0518  PID         -  AM0518
 AM0518  STATE/COUNTY-  TX/MATAGORDA
 AM0518  USGS QUAD   -  MATAGORDA (1972)
 AM0518
 AM0518                         *CURRENT SURVEY CONTROL
 AM0518  ___________________________________________________________________
 AM0518* NAD 83(1993)-  28 44 10.90469(N)    095 53 20.33367(W)     ADJUSTED  
 AM0518* NAVD 88     -                                                        
 AM0518  ___________________________________________________________________
 AM0518  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AM0518  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AM0518
 AM0518  HORZ ORDER  -  THIRD
 AM0518
 AM0518.The horizontal coordinates were established by classical geodetic methods
 AM0518.and adjusted by the National Geodetic Survey in February 1996..
 AM0518
 AM0518
 AM0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0518
 AM0518.The geoid height was determined by GEOID03.
 AM0518
 AM0518;                    North         East     Units Scale Factor Converg.
 AM0518;SPC TXSC     - 4,104,122.814   903,839.290   MT  0.99991741   +1 31 26.9
 AM0518;SPC TXSC     -13,464,942.93  2,965,346.07   sFT  0.99991741   +1 31 26.9
 AM0518;UTM  15      - 3,182,199.355   217,837.608   MT  1.00058264   -1 23 23.6
 AM0518
 AM0518                          SUPERSEDED SURVEY CONTROL
 AM0518
 AM0518  NAD 83(1986)-  28 44 10.91329(N)    095 53 20.31320(W) AD(       ) 4
 AM0518  NAD 27      -  28 44 09.96300(N)    095 53 19.46600(W) AD(       ) 3
 AM0518
 AM0518.Superseded values are not recommended for survey control.
 AM0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0518.See file dsdata.txt to determine how the superseded data were derived.
 AM0518
 AM0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM1783882199(NAD 83)
 AM0518_MARKER: 63 = STACK
 AM0518
 AM0518  HISTORY     - Date     Condition        Report By
 AM0518  HISTORY     - 1935     FIRST OBSERVED   CGS
 AM0518
 AM0518                          STATION DESCRIPTION
 AM0518
 AM0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AM0518'STATION IS THE CENTER OF THE WESTERLY OF TWIN STACKS AT THE
 AM0518'POWER PLANT OF THE TEXAS GULF SULPHUR COMPANY.  BOTH ARE
 AM0518'CYLINDRICAL RED BRICK STACKS.  THEY HAVE SLIGHT CORBEL ABOUT
 AM0518'TWO FEET BELOW THE TOP.  AROUND THEM ARE SEVERAL METAL REINFORCING
 AM0518'BANDS SEVERAL FEET APART.  THEY ARE 200 FEET HIGH AND ARE
 AM0518'VERY PROMINENT.  THEY WERE ERECTED IN 1918.  THE STACKS ARE
 AM0518'ON THE N SIDE OF THE POWER PLANT WHICH IS NEAR THE NE CORNER
 AM0518'OF THE SULPHUR COMPANY BUILDINGS AND IS ABOUT 2 MILES N OF
 AM0518'THE SHORE OF MATAGORDA BAY, AND ABOUT 1 MILE N OF THE TOWN
 AM0518'OF GULF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0042 ***********************************************************************
 AH0042  DESIGNATION -  TEXAS H 16=PTS 51 Y USGS
 AH0042  PID         -  AH0042
 AH0042  STATE/COUNTY-  TX/ARANSAS
 AH0042  USGS QUAD   -  ARANSAS PASS (1975)
 AH0042
 AH0042                         *CURRENT SURVEY CONTROL
 AH0042  ___________________________________________________________________
 AH0042* NAD 83(1986)-  27 55 15.     (N)    097 07 53.     (W)     SCALED    
 AH0042* NAVD 88     -         1.437  (meters)       4.71   (feet)  ADJUSTED  
 AH0042  ___________________________________________________________________
 AH0042  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AH0042  DYNAMIC HT  -           1.435 (meters)       4.71  (feet)  COMP
 AH0042  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 AH0042
 AH0042  VERT ORDER  -  FIRST     CLASS I
 AH0042
 AH0042.The horizontal coordinates were scaled from a topographic map and have
 AH0042.an estimated accuracy of +/- 6 seconds.
 AH0042
 AH0042.The orthometric height was determined by differential leveling
 AH0042.and adjusted by the National Geodetic Survey in June 1991..
 AH0042
 AH0042.The geoid height was determined by GEOID03.
 AH0042
 AH0042.The dynamic height is computed by dividing the NAVD 88
 AH0042.geopotential number by the normal gravity value computed on the
 AH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0042.degrees latitude (g = 980.6199 gals.).
 AH0042
 AH0042.The modeled gravity was interpolated from observed gravity values.
 AH0042
 AH0042;                    North         East    Units  Estimated Accuracy
 AH0042;SPC TXSC     - 4,011,170.      783,960.      MT  (+/- 180 meters Scaled)
 AH0042
 AH0042                          SUPERSEDED SURVEY CONTROL
 AH0042
 AH0042.No superseded survey control is available for this station.
 AH0042
 AH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR838898(NAD 83)
 AH0042_MARKER: DD = SURVEY DISK
 AH0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0042_STAMPING: PRIM TRAV STA NO 51 Y 1923 TEXAS H 16
 AH0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0042+STABILITY: SURFACE MOTION
 AH0042
 AH0042  HISTORY     - Date     Condition        Report By
 AH0042  HISTORY     - 1923     MONUMENTED       USGS
 AH0042  HISTORY     - 1978     GOOD             NGS
 AH0042  HISTORY     - 1991     GOOD             USPSQD
 AH0042
 AH0042                          STATION DESCRIPTION
 AH0042
 AH0042'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 AH0042'1.5 MI NE FROM ARANSAS PASS.
 AH0042'IN ARANSAS COUNTY, 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE
 AH0042'POST OFFICE AT ARANSAS PASS, SAN PATRICIO COUNTY, AT THE POINT WHERE
 AH0042'THE HIGHWAY JOINS THE TEXAS AND NEW ORLEANS RAILROAD, AT THE NORTH END
 AH0042'OF A CURVE, AT A PRIVATE-ROAD CROSSING, 45 FEET NORTHWEST OF THE
 AH0042'CENTERLINE OF THE TRACK, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AH0042'HIGHWAY, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE PRIVATE ROAD, 3
 AH0042'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK. A
 AH0042'UNITED STATES GEOLGOICAL SURVEY STANDARD DISK, STAMPED PRIM TRAV STA
 AH0042'NO 51 Y 1923 TEXAS H 16 AND SET IN THE TOP OF A CONCRETE POST
 AH0042'PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AH0042
 AH0042                          STATION RECOVERY (1978)
 AH0042
 AH0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0042'RECOVERED IN GOOD CONDITION.
 AH0042
 AH0042                          STATION RECOVERY (1991)
 AH0042
 AH0042'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AH0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0045 ***********************************************************************
 AH0045  DESIGNATION -  TEXAS H 17=PTS 50 Y USGS
 AH0045  PID         -  AH0045
 AH0045  STATE/COUNTY-  TX/ARANSAS
 AH0045  USGS QUAD   -  ESTES (1975)
 AH0045
 AH0045                         *CURRENT SURVEY CONTROL
 AH0045  ___________________________________________________________________
 AH0045* NAD 83(1986)-  27 57 23.     (N)    097 06 21.     (W)     SCALED    
 AH0045* NAVD 88     -         1.382  (meters)       4.53   (feet)  ADJUSTED  
 AH0045  ___________________________________________________________________
 AH0045  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH0045  DYNAMIC HT  -           1.380 (meters)       4.53  (feet)  COMP
 AH0045  MODELED GRAV-     979,146.8   (mgal)                       NAVD 88
 AH0045
 AH0045  VERT ORDER  -  FIRST     CLASS I
 AH0045
 AH0045.The horizontal coordinates were scaled from a topographic map and have
 AH0045.an estimated accuracy of +/- 6 seconds.
 AH0045
 AH0045.The orthometric height was determined by differential leveling
 AH0045.and adjusted by the National Geodetic Survey in June 1991..
 AH0045
 AH0045.The geoid height was determined by GEOID03.
 AH0045
 AH0045.The dynamic height is computed by dividing the NAVD 88
 AH0045.geopotential number by the normal gravity value computed on the
 AH0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0045.degrees latitude (g = 980.6199 gals.).
 AH0045
 AH0045.The modeled gravity was interpolated from observed gravity values.
 AH0045
 AH0045;                    North         East    Units  Estimated Accuracy
 AH0045;SPC TXSC     - 4,015,150.      786,410.      MT  (+/- 180 meters Scaled)
 AH0045
 AH0045                          SUPERSEDED SURVEY CONTROL
 AH0045
 AH0045.No superseded survey control is available for this station.
 AH0045
 AH0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR863938(NAD 83)
 AH0045_MARKER: DD = SURVEY DISK
 AH0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0045_STAMPING: PRIM TRAV STA NO 50 Y TEXAS H 17 1923
 AH0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0045+STABILITY: SURFACE MOTION
 AH0045
 AH0045  HISTORY     - Date     Condition        Report By
 AH0045  HISTORY     - 1923     MONUMENTED       USGS
 AH0045  HISTORY     - 1949     GOOD             NGS
 AH0045  HISTORY     - 1978     GOOD             NGS
 AH0045  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AH0045
 AH0045                          STATION DESCRIPTION
 AH0045
 AH0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0045'4.5 MI NE FROM ARANSAS PASS.
 AH0045'IN ARANSAS COUNTY, 4.5 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE
 AH0045'POST OFFICE AT ARANSAS PASS, SAN PATRICIO COUNTY, 153.5 FEET SOUTHEAST
 AH0045'OF THE JUNCTION OF A DIRT ROAD LEADING WEST, 44.4 FEET NORTHEAST OF
 AH0045'THE CENTERLINE OF THE ROAD, 37.1 FEET WEST OF THE WEST RAIL OF THE
 AH0045'TEXAS AND NEW ORLEANS RAILROAD, 5.4 FEET NORTH OF A POLE, AND 3 FEET
 AH0045'SOUTH OF A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL
 AH0045'SURVEY STANDARD DISK, STAMPED PRIM TRAV STA NO 50 Y TEXAS H 17 1923
 AH0045'AND SET IN THE TOP OF A 6-INCH ROUND CONCRETE POST FLUSH WITH THE
 AH0045'GROUND.
 AH0045
 AH0045                          STATION RECOVERY (1978)
 AH0045
 AH0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0045'RECOVERED IN GOOD CONDITION.
 AH0045
 AH0045                          STATION RECOVERY (1991)
 AH0045
 AH0045'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AH0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0054 ***********************************************************************
 AH0054  DESIGNATION -  TEXAS H 18=PTS 49 Y USGS
 AH0054  PID         -  AH0054
 AH0054  STATE/COUNTY-  TX/ARANSAS
 AH0054  USGS QUAD   -  ESTES (1975)
 AH0054
 AH0054                         *CURRENT SURVEY CONTROL
 AH0054  ___________________________________________________________________
 AH0054* NAD 83(1986)-  27 59 20.     (N)    097 04 51.     (W)     SCALED    
 AH0054* NAVD 88     -         1.00   (+/-2cm)       3.3    (feet)  VERTCON   
 AH0054  ___________________________________________________________________
 AH0054  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH0054
 AH0054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0054
 AH0054.The horizontal coordinates were scaled from a topographic map and have
 AH0054.an estimated accuracy of +/- 6 seconds.
 AH0054
 AH0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0054.The vertical order pertains to the NGVD 29 superseded value.
 AH0054
 AH0054.The geoid height was determined by GEOID03.
 AH0054
 AH0054;                    North         East    Units  Estimated Accuracy
 AH0054;SPC TXSC     - 4,018,790.      788,810.      MT  (+/- 180 meters Scaled)
 AH0054
 AH0054                          SUPERSEDED SURVEY CONTROL
 AH0054
 AH0054  NGVD 29 (??/??/92)    1.14   (m)            3.7    (f) COMPUTED    2 0
 AH0054
 AH0054.Superseded values are not recommended for survey control.
 AH0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0054.See file dsdata.txt to determine how the superseded data were derived.
 AH0054
 AH0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR887974(NAD 83)
 AH0054_MARKER: DD = SURVEY DISK
 AH0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0054_STAMPING: PRIM TRAV STA NO 49 Y 1923 TEXAS H 18
 AH0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0054+STABILITY: SURFACE MOTION
 AH0054
 AH0054  HISTORY     - Date     Condition        Report By
 AH0054  HISTORY     - 1923     MONUMENTED       USGS
 AH0054  HISTORY     - 1949     GOOD             NGS
 AH0054  HISTORY     - 1962     MARK NOT FOUND   LOCENG
 AH0054
 AH0054                          STATION DESCRIPTION
 AH0054
 AH0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0054'3.3 MI SW FROM ROCKPORT.
 AH0054'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER
 AH0054'AT ROCKPORT, ARANSAS COUNTY, 280 FEET SOUTHWEST OF A SMALL CONCRETE
 AH0054'CULVERT, 42 FEET NORTHWEST OF THE CENTERLINE OF THE TEXAS AND NEW
 AH0054'ORLEANS RAILROAD TRACK, 38 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AH0054'HIGHWAY, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 AH0054'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 AH0054'STAMPED PRIM TRAV STA NO 49 Y 1923 TEXAS H 18 AND SET IN THE TOP OF A
 AH0054'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AH0054
 AH0054                          STATION RECOVERY (1962)
 AH0054
 AH0054'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 AH0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0904 ***********************************************************************
 BM0904  DESIGNATION -  TEXAS HILL
 BM0904  PID         -  BM0904
 BM0904  STATE/COUNTY-  TX/BASTROP
 BM0904  USGS QUAD   -  WEBBERVILLE (1987)
 BM0904
 BM0904                         *CURRENT SURVEY CONTROL
 BM0904  ___________________________________________________________________
 BM0904* NAD 83(1993)-  30 08 37.98782(N)    097 32 18.08050(W)     ADJUSTED  
 BM0904* NAVD 88     -       183.2    (meters)     601.     (feet)  VERTCON   
 BM0904  ___________________________________________________________________
 BM0904  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BM0904  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0904
 BM0904  HORZ ORDER  -  FIRST
 BM0904
 BM0904.The horizontal coordinates were established by classical geodetic methods
 BM0904.and adjusted by the National Geodetic Survey in February 1996..
 BM0904
 BM0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0904
 BM0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0904
 BM0904.The geoid height was determined by GEOID03.
 BM0904
 BM0904;                    North         East     Units Scale Factor Converg.
 BM0904;SPC TX C     - 3,056,286.373   969,256.853   MT  0.99999285   +1 26 22.5
 BM0904;SPC TX C     -10,027,166.21  3,179,970.19   sFT  0.99999285   +1 26 22.5
 BM0904;SPC TXSC     - 4,256,958.362   740,815.811   MT  0.99996269   +0 42 57.9
 BM0904;SPC TXSC     -13,966,370.89  2,430,493.21   sFT  0.99996269   +0 42 57.9
 BM0904;UTM  14      - 3,335,631.049   640,776.026   MT  0.99984450   +0 44 02.8
 BM0904
 BM0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0904!SPC TX C     -   0.99997532  x   0.99999285  =   0.99996817
 BM0904!SPC TXSC     -   0.99997532  x   0.99996269  =   0.99993801
 BM0904!UTM  14      -   0.99997532  x   0.99984450  =   0.99981982
 BM0904
 BM0904:                Primary Azimuth Mark                     Grid Az
 BM0904:SPC TX C     -  ELGIN MUNICIPAL TANK                     033 20 51.2
 BM0904:SPC TXSC     -  ELGIN MUNICIPAL TANK                     034 04 15.8
 BM0904:UTM  14      -  ELGIN MUNICIPAL TANK                     034 03 10.9
 BM0904
 BM0904|---------------------------------------------------------------------|
 BM0904| PID    Reference Object                     Distance      Geod. Az  |
 BM0904|                                                           dddmmss.s |
 BM0904| BM0878 ELGIN MUNICIPAL TANK                APPROX.28.1 KM 0344713.7 |
 BM0904| BM0879 ELGIN R M GALYEAN GIN CO STACK      APPROX.28.1 KM 0350023.4 |
 BM0904| CV6484 TEXAS HILL RM 1                      22.825 METERS 04510     |
 BM0904| CV6483 TEXAS HILL AZ MK                                   1101453.3 |
 BM0904| BM0905 TEXAS HILL USGS 1935                 17.060 METERS 14652     |
 BM0904| BM0914 ELROY DISTRICT 12 MUN TANK          APPROX.10.0 KM 2584612.5 |
 BM0904| BM1141 TEXAS HILL AZ MK 2                  372.637 METERS 29700     |
 BM0904| BM1142 TEXAS HILL RM 2                      20.121 METERS 31518     |
 BM0904|---------------------------------------------------------------------|
 BM0904
 BM0904                          SUPERSEDED SURVEY CONTROL
 BM0904
 BM0904  NAD 83(1986)-  30 08 38.00701(N)    097 32 18.06048(W) AD(       ) 1
 BM0904  NAD 27      -  30 08 37.23600(N)    097 32 17.06500(W) AD(       ) 1
 BM0904  NGVD 29 (01/26/93)  183.2    (m)          601.     (f) VERT ANG       
 BM0904
 BM0904.Superseded values are not recommended for survey control.
 BM0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0904.See file dsdata.txt to determine how the superseded data were derived.
 BM0904
 BM0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4077635631(NAD 83)
 BM0904_MARKER: DS = TRIANGULATION STATION DISK
 BM0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0904+STABILITY: SURFACE MOTION
 BM0904
 BM0904  HISTORY     - Date     Condition        Report By
 BM0904  HISTORY     - 1935     MONUMENTED       CGS
 BM0904  HISTORY     - 1937     GOOD             TXHD
 BM0904  HISTORY     - 1943     GOOD             LOCSUR
 BM0904  HISTORY     - 1944     GOOD             CGS
 BM0904  HISTORY     - 1961     GOOD             CGS
 BM0904  HISTORY     - 1963     GOOD             USGS
 BM0904  HISTORY     - 1963     GOOD             USGS
 BM0904  HISTORY     - 1983     GOOD             USPSQD
 BM0904  HISTORY     - 1983     GOOD             NGS
 BM0904
 BM0904                          STATION DESCRIPTION
 BM0904
 BM0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0904'STATION IS ABOUT 13 MILES W OF BASTROP, 15 MILES SE OF AUSTIN,
 BM0904'AND 13 MILES S OF MANOR, ON LAND OWNED BY ANDERSON AND BENSON.
 BM0904'STATION IS ON THE HIGHEST POINT OF GRAVEL KNOLL IN THE NW
 BM0904'CORNER OF FIELD, ABOUT 0.25 MILE W OF AN OLD OIL-WELL REMAINS,
 BM0904'123 FEET E OF FENCE LINE, 141 FEET SSW OF SCRUB TREE, 220
 BM0904'FEET SE OF 10-INCH TREE AT THE NW CORNER OF FIELD.  MARK
 BM0904'PROJECTS 4 INCHES.
 BM0904'
 BM0904'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM0904'BRONZE DISKS SET IN CONCRETE.
 BM0904'
 BM0904'REFERENCE MARK NO. 1 IS NE OF THE STATION, 87 FEET S OF SCRUB
 BM0904'TREE, AND PROJECTS 6 INCHES.
 BM0904'
 BM0904'REFERENCE MARK NO. 2 IS NW OF THE STATION, 69 FEET E OF
 BM0904'FENCE LINE, AND PROJECTS 2 INCHES.
 BM0904'
 BM0904'AZIMUTH MARK IS E OF THE STATION, ABOUT 75 FEET E OF TURN
 BM0904'ACROSS FIELD TO STATION, JUST N OF OLD OIL-WELL REMAINS,
 BM0904'AND PROJECTS 4 INCHES.
 BM0904'
 BM0904'U.S.G.S. MARK IS SE OF THE STATION, AND CONSISTS OF IRON
 BM0904'PIPE WITH CAP.  LOWER PART OF CAP HAS BEEN DESTROYED AND
 BM0904'NO DATA COULD BE DETERMINED.  MARK PROJECTS ABOUT 4 INCHES.
 BM0904'
 BM0904'TO REACH STATION FROM AUSTIN, GO E ON T-71 FROM INTERSECTION
 BM0904'WITH U.S. HIGHWAY 81 AT N END OF BRIDGE, 13.9 MILES TO GARFIELD
 BM0904'GIN.  CONTINUE ON T-71, 1.2 MILES TO CROSSROADS.  THENCE
 BM0904'S ON GRAVEL ROAD 3.3 MILES TO CROSSROADS.  THENCE LEFT 1.7
 BM0904'MILES TO GATE ON LEFT.  GO THROUGH GATE FOR 0.2 MILE TO
 BM0904'HOUSE AND RIGHT TURN.  CONTINUE ON ROAD 0.1 MILE TO TURN N.
 BM0904'FOLLOW WAGON TRACKS 0.8 MILE TO AN OLD OIL-WELL REMAINS AND
 BM0904'AZIMUTH MARK ON RIGHT.  TURN LEFT ACROSS FIELD FOR 0.2 MILE
 BM0904'TO TOP OF HILL AND STATION.
 BM0904'
 BM0904'ALL LIGHTS COME INTO VIEW AT 16 FEET.
 BM0904
 BM0904                          STATION RECOVERY (1937)
 BM0904
 BM0904'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0904'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BM0904'THE FOLLOWING CHANGE TO BE MADE IN DESCRIPTION--THE READING
 BM0904'THENCE LEFT 1.7 MILES TO GATE ON LEFT SHOULD READ, THENCE
 BM0904'LEFT 1.0 MILE TO SMALL WHITE SCHOOLHOUSE.  TURN LEFT BEHIND
 BM0904'SCHOOLHOUSE THROUGH GATE INTO PASTURE.  FOLLOW ROAD THROUGH
 BM0904'PASTURE AND FIELD 0.9 MILE TO FARMHOUSE.  TURN N BETWEEN
 BM0904'HOUSE AND BARN AND FOLLOW DIM ROAD THROUGH PASTURE 0.2 MILE
 BM0904'TO FENCE AND FIELD.  TURN RIGHT INSIDE FIELD AND FOLLOW
 BM0904'FENCE 0.25 MILE TO END AND STATION, 135 FEET ON RIGHT ON
 BM0904'GRAVEL HILL.
 BM0904
 BM0904                          STATION RECOVERY (1943)
 BM0904
 BM0904'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943 (BJ)
 BM0904'RECOVERED BY MAGNOLIA PET CO
 BM0904'
 BM0904'ALL MARKS RECOVERED IN EXCELLENT CONDITION.
 BM0904'
 BM0904'PRESENT DESCRIPTION SHOULD READ, SINCE GATE AT SCHOOL HOUSE
 BM0904'IS FENCED UP, FROM CROSSROADS GO LEFT 1.7 MILES TO RED GATE
 BM0904'AT MAIL BOX OF LEE L. ALEXANDER.  GO THRU GATE 0.2 MILE TO
 BM0904'WHITE HOUSE.  GO THRU ANOTHER RED GATE BETWEEN HOUSE AND
 BM0904'BARN.  CONTINUE N TO TOP OF HILL 0.8 MILE.  STATION IS 150
 BM0904'FEET N OF NEW POWER LINE, AND 150 FEET E OF TRAIL.  FROM
 BM0904'RED GATE AT MAIL BOX TO STATION IS 5100 FEET N 11 DEG E.
 BM0904
 BM0904                          STATION RECOVERY (1944)
 BM0904
 BM0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 BM0904'STATION RECOVERED IN GOOD CONDITION.  U.S.G.S. STATION HAS
 BM0904'CAP PARTLY MISSING.  DESCRIPTION BY TEXAS STATE HIGHWAY
 BM0904'DEPARTMENT IN 1937 SHOULD BE CHANGED BECAUSE THE ROAD BEHIND
 BM0904'THE SCHOOLHOUSE HAS BEEN CLOSED.  FROM THE WHITE SCHOOLHOUSE
 BM0904'CONTINUE STRAIGHT AHEAD FOR 0.8 MI. TO A RED GATE ON THE
 BM0904'LEFT.  TURN LEFT OR N THROUGH THE GATE PASSING BETWEEN RANCH
 BM0904'BUILDINGS TO A GATE, GO THROUGH THE GATE AND FOLLOW A TRACK
 BM0904'ROAD FOR ABOUT 1.0 MI. TO THE PREVIOUSLY-DESCRIBED END OF
 BM0904'THE ROAD AND FENCE CORNER, ETC. WITH THE 1935 DESCRIPTION.
 BM0904'STATION IS ABOUT 180 FT. N OF A TRANSMISSION LINE.
 BM0904
 BM0904                          STATION RECOVERY (1961)
 BM0904
 BM0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 BM0904'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 BM0904'AND FOUND TO BE IN GOOD CONDITION.  THE MEASUREMENTS TO
 BM0904'REFERENCE MARK NO 1 WAS CHECKED IN THE FIELD AND FOUND
 BM0904'TO BE ACCURATE, BUT THE DIRECTION DID NOT CHECK.  THE DIRECTION
 BM0904'TO REFERENCE MARK NO 2 WAS CHECKED AND FOUND TO BE ACCURATE
 BM0904'AND THE MEASUREMENTS WERE FOUND TO BE 0.09 FT. LONGER.  THE
 BM0904'AZIMUTH MARK HAD BEEN DESTROYED AND A NEW AZIMUTH MARK WAS
 BM0904'SET.  A NEW TO REACH FOLLOWS FOR THE STATION AND THE AZIMUTH
 BM0904'MARK--
 BM0904'
 BM0904'TO REACH THE STATION FROM THE MAIN GATE AT BERGSTROM AFB,
 BM0904'GO EAST ON TEXAS HIGHWAY 71 FOR 1.3 MILES TO JUNCTION OF
 BM0904'FARM ROAD 973.  CONTINUE ON TEXAS HIGHWAY 71 FOR 5.2 MILES
 BM0904'TO THE BROWNS GROCERY STORE AND GULF SERVICE STATION IN
 BM0904'GARFIELD.  CONTINUE ON TEXAS HIGHWAY 71 FOR 1.2 MILES TO
 BM0904'CROSSROADS.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 3.35
 BM0904'MILES TO CROSSROADS.  TURN LEFT AND GO EAST ON SURFACED
 BM0904'ROAD FOR 0.2 MILE TO THE RANCHO PIPE LINE SYSTEM, GARFIELD
 BM0904'STATION ON THE RIGHT.  CONTINUE ON SURFACED ROAD EASTERLY
 BM0904'FOR 1.55 MILES TO THE DRIVEWAY OF FLYING W RANCH ON THE
 BM0904'LEFT.  TURN LEFT AND FOLLOW THE DRIVEWAY 0.25 MILES TO
 BM0904'RANCH BUILDINGS.  PASS THROUGH TWO BOARD GATES AND CONTINUE
 BM0904'NORTH ON TRACK ROAD FOR 0.75 MILES TO THE HIGHEST PART OF
 BM0904'HILL AND THE STATION.
 BM0904'
 BM0904'THE STATION IS A STANDARD DISK STAMPED TEXAS HILL 1935,
 BM0904'SET IN THE TOP OF A 10X10-INCH CONCRETE MONUMENT WHICH PROJECTS
 BM0904'5 INCHES.  IT IS 89 FEET EAST OF A TRACK ROAD AND 6 FEET EAST
 BM0904'OF A WITNESS POST.
 BM0904'
 BM0904'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED TEXAS HILL
 BM0904'1935, SET IN THE TOP OF A 10X10-INCH CONCRETE MONUMENT WHICH
 BM0904'PROJECTS 6 INCHES.  IT IS 117 FEET EAST OF A TRACK ROAD AND
 BM0904'79 FEET NORTH-NORTHEAST OF A WITNESS POST.
 BM0904'
 BM0904'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED TEXAS HILL
 BM0904'1935, SET IN THE TOP OF A 10X10-INCH CONCRETE MONUMENT
 BM0904'WHICH PROJECTS 3 INCHES.  IT IS 61 FEET WEST OF A METAL
 BM0904'WITNESS POST AND 27 FEET EAST OF A TRACK ROAD.
 BM0904'
 BM0904'AZIMUTH MARK IS A STANDARD DISK STAMPED TEXAS HILL 1935
 BM0904'1961, SET IN THE TOP OF A 12X12-INCH CONCRETE MONUMENT WHICH
 BM0904'PROJECTS 2 INCHES.  IT IS 27 FEET NORTH OF THE CENTER LINE
 BM0904'OF A TRACK ROAD AND 3.5 FEET NORTH OF A METAL WITNESS POST.
 BM0904
 BM0904                          STATION RECOVERY (1963)
 BM0904
 BM0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BM0904'RECOVERED AND REDESCRIBED AS FOLLOWS
 BM0904'
 BM0904'THE STATION LOCATION IS NO LONGER A FIELD.  THE AREA NOW CONTAINS
 BM0904'MESQUITE 10 TO 20 FT. HIGH.
 BM0904'
 BM0904'TO REACH FROM THE RANCH HOUSE 0.2 MI. N. OF PUBLIC ROAD IN 1935
 BM0904'DESCRIPTION, DRIVE N. THROUGH CORRAL AND CONTINUE ON PASTURE RD. 0.7
 BM0904'MI. TO TOP OF RIDGE AND STATION ON RIGHT, OLD LIGHT STAND STILL ON
 BM0904'CENTER.
 BM0904'
 BM0904'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---TEXAS HILL 1935---,
 BM0904'SET IN CONCRETE POST.
 BM0904
 BM0904                          STATION RECOVERY (1963)
 BM0904
 BM0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BM0904'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30097-3, STATION 1007.
 BM0904'RECOVERED BY USGS IN 1963 AND REDESCRIBED AS FOLLOWS
 BM0904'THE STATION LOCATION IS NO LONGER A FIELD.  THE AREA NOW CONTAINS
 BM0904'MESQUITE 10 TO 20 FT. HIGH.
 BM0904'TO REACH FROM THE RANCH HOUSE, 0.2 MI. N. OF PUBLIC RD. IN 1935
 BM0904'DESCRIPTION, DRIVE N. THROUGH CORRAL AND CONTINUE ON PASTURE RD. 0.7
 BM0904'MI. TO TOP OF RIDGE AND STATION ON RIGHT, OLD LIGHT STAND STILL ON
 BM0904'CENTER.
 BM0904'STATION MARK--STANDARD USC AND GS DISK STAMPED---TEXAS HILL 1935---,
 BM0904'SET IN CONCRETE POST.
 BM0904
 BM0904                          STATION RECOVERY (1983)
 BM0904
 BM0904'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0904'TEXAS HILL 1935 RECOVERED GOOD.
 BM0904'
 BM0904'NOTE--RM 1 AND RM 2 ARE STILL IN GOOD CONDITION.
 BM0904
 BM0904                          STATION RECOVERY (1983)
 BM0904
 BM0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM0904'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BM0904'RECOVERED IN GOOD CONDITION, ALTHOUGH REFERENCE MARK 2 IS CHIPPED
 BM0904'ON ITS SOUTH SIDE.  LONGER MEASUREMENTS WERE NOTED TO THE
 BM0904'REFERENCE MARKS, 0.003 METER TO REFERENCE MARK 1 AND 0.002 METER
 BM0904'TO REFERENCE MARK 2.  DIFFERENCES IN DIRECTION WAS NOTED TO ALL
 BM0904'MARKS, 19 SECONDS LARGER TO THE AZIMUTH MARK, 8 MINUTES, 22
 BM0904'SECONDS SMALLER TO REFERENCE MARK 2, AND 41 SECONDS LARGER TO
 BM0904'REFERENCE MARK 1.  NO MOVEMENT OF THE MARKS WAS READILY DETECTABLE.
 BM0904'THE STATION IS LOCATED ABOUT 24 KM (15 MI) SOUTHEAST OF AUSTIN,
 BM0904'21.5 KM (13 MI) WEST OF BASTROP, ON A BARE EAST-WEST RIDGE WITH
 BM0904'SEVERAL HIGH TENSION LINES CROSSING THE RIDGE.
 BM0904'OWNERSHIP--WESLEY NELSON,
 BM0904'ROUTE 1 BOX 286, KATY, TX 77449.  RANCH FOREMAN IS JAMES
 BM0904'MERIDETH WHO LIVES ON WAY TO STATION.  TELEPHONE 512-321-3059.
 BM0904'
 BM0904'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 183 AND
 BM0904'STATE HIGHWAY 71 ABOUT 12.5 KM (8 MI) SOUTHEAST OF AUSTIN), GO
 BM0904'EAST ON HIGHWAY 71 FOR 13.6 KM (8.5 MI) TO THE GARFIELD WATER
 BM0904'TANK ON THE LEFT.  CONTINUE EAST FOR 1.55 KM (1.0 MI) TO A PAVED
 BM0904'CROSSROAD.  TURN RIGHT, SOUTHWEST, FOR 5.2 KM (3.25 MI) TO A
 BM0904'PAVED CROSSROAD.  TURN LEFT, SOUTHEAST, FOR 2.7 KM (1.7 MI) TO
 BM0904'THE ENTRANCE TO THE FLYING W RANCH ON THE LEFT.  TURN LEFT, NORTH,
 BM0904'ON THE DIRT ROAD FOR 0.4 KM  (0.2 MI) TO THE FOREMANS HOUSE ON
 BM0904'THE RIGHT AND CORRAL GATE ON THE LEFT.  TURN LEFT, NORTH, PASSING
 BM0904'THROUGH TWO CORRAL GATES, ON TRACK ROAD FOR 1.3 KM (0.8 MI) TO
 BM0904'HIGH GROUND AND STATION ON THE RIGHT.  TO REACH AZIMUTH MARK,
 BM0904'CONTINUE NORTH, THEN WEST ON TRACK ROAD FOR 0.35 KM (0.2 MI) TO A
 BM0904'SLIGHT RISE AND MARK ON THE RIGHT.
 BM0904'
 BM0904'THE STATION IS A STANDARD NGS DISK
 BM0904'STAMPED---TEXAS HILL 1935---,
 BM0904'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM0904'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 BM0904'27 METER (89 FT) EAST FROM ROAD CENTER, 59 METERS (194 FT) NORTH
 BM0904'FROM THE CENTER OF A TRANSMISSION LINE, AND 0.5 METER, (1.6 FT)
 BM0904'SOUTHEAST FROM A METAL WITNESS POST.
 BM0904'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BM0904'STAMPED---TEXAS HILL 1935---,
 BM0904'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BM0904'
 BM0904'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 BM0904'STAMPED---TEXAS HILL NO 1 1935---,
 BM0904'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM0904'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 BM0904'36 METER (118 FT) EAST FROM THE ROAD CENTER, 18 METERS (59 FT)
 BM0904'SOUTH FROM A ROAD CENTER, AND 1 METER (3 FT) NORTHEAST OF A WITNESS
 BM0904'POST.  MARK IS LEVEL WITH STATION.
 BM0904'
 BM0904'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 BM0904'STAMPED---TEXAS HILL NO 2 1935---,
 BM0904'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM0904'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 BM0904'8.0 METERS (27.0 FT) EAST OF THE TRACK ROAD AND 1.5 METERS (5.0 FT)
 BM0904'WEST OF A METAL WITNESS POST.
 BM0904'MARK IS LEVEL WITH STATION.
 BM0904'
 BM0904'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 BM0904'STAMPED---TEXAS HILL 1935 1961---,
 BM0904'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM0904'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 BM0904'7.0 METER (23.0 FT) NORTH FROM ROAD CENTER, AND 1 METER (3 FT)
 BM0904'NORTH OF A METAL WITNESS POST.
 BM0904'
 BM0904'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1 METERS.
 BM0904'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1141 ***********************************************************************
 BM1141  DESIGNATION -  TEXAS HILL AZ MK 2
 BM1141  PID         -  BM1141
 BM1141  STATE/COUNTY-  TX/BASTROP
 BM1141  USGS QUAD   -  WEBBERVILLE (1987)
 BM1141
 BM1141                         *CURRENT SURVEY CONTROL
 BM1141  ___________________________________________________________________
 BM1141* NAD 83(1993)-  30 08 43.48209(N)    097 32 30.48638(W)     ADJUSTED  
 BM1141* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 BM1141  ___________________________________________________________________
 BM1141  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BM1141  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM1141
 BM1141  HORZ ORDER  -  SECOND
 BM1141
 BM1141.The horizontal coordinates were established by classical geodetic methods
 BM1141.and adjusted by the National Geodetic Survey in February 1996..
 BM1141.No horizontal observational check was made to the station.
 BM1141
 BM1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1141
 BM1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1141
 BM1141.The geoid height was determined by GEOID03.
 BM1141
 BM1141;                    North         East     Units Scale Factor Converg.
 BM1141;SPC TX C     - 3,056,447.167   968,920.696   MT  0.99999245   +1 26 16.1
 BM1141;SPC TX C     -10,027,693.75  3,178,867.32   sFT  0.99999245   +1 26 16.1
 BM1141;UTM  14      - 3,335,795.946   640,441.924   MT  0.99984334   +0 43 56.7
 BM1141
 BM1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1141!SPC TX C     -   0.99997571  x   0.99999245  =   0.99996816
 BM1141!UTM  14      -   0.99997571  x   0.99984334  =   0.99981905
 BM1141
 BM1141                          SUPERSEDED SURVEY CONTROL
 BM1141
 BM1141  NAD 83(1986)-  30 08 43.50133(N)    097 32 30.46634(W) AD(       ) 2
 BM1141  NGVD 29 (01/26/93)  181.     (m)          594.     (f) VERT ANG       
 BM1141
 BM1141.Superseded values are not recommended for survey control.
 BM1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1141.See file dsdata.txt to determine how the superseded data were derived.
 BM1141
 BM1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4044235796(NAD 83)
 BM1141_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BM1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM1141_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1141+STABILITY: SURFACE MOTION
 BM1141
 BM1141  HISTORY     - Date     Condition        Report By
 BM1141  HISTORY     - 1961     MONUMENTED       CGS
 BM1141  HISTORY     - 1983     GOOD             NGS
 BM1141
 BM1141                          STATION DESCRIPTION
 BM1141
 BM1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1141'STATION WAS RECOVERED IN GOOD CONDITION.
 BM1141'THE STATION IS LOCATED ON A BARE EAST-WEST RIDGE, ALONG A TRACK
 BM1141'ROAD, 0.35 KM (0.2 MI) WEST-NORTHWEST OF TEXAS HILL 1935.
 BM1141'OWNERSHIP--WESLEY NELSON, RTE 1, BOX 286, KATY, TX 77449.
 BM1141'
 BM1141'TO REACH THE STATION FROM TEXAS HILL 1935, GO NORTH, THEN WEST ON
 BM1141'THE TRACK ROAD FOR 0.35 KM (0.2 MI) TO THE MARK ON THE RIGHT AT
 BM1141'SLIGHT RISE IN GROUND.
 BM1141'
 BM1141'THE STATION IS A STANDARD NGS DISK
 BM1141'STAMPED---TEXAS HILL 1935 1961---,
 BM1141'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM1141'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 BM1141'7.0 METER (23.0 FT) NORTH FROM THE ROAD CENTER, AND 1 METER (3
 BM1141'FT) NORTH OF A METAL WITNESS POST.
 BM1141'
 BM1141'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE
 BM1141'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1 METERS.
 BM1141'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0905 ***********************************************************************
 BM0905  DESIGNATION -  TEXAS HILL USGS 1935
 BM0905  PID         -  BM0905
 BM0905  STATE/COUNTY-  TX/BASTROP
 BM0905  USGS QUAD   -  WEBBERVILLE (1987)
 BM0905
 BM0905                         *CURRENT SURVEY CONTROL
 BM0905  ___________________________________________________________________
 BM0905* NAD 83(1993)-  30 08 37.52387(N)    097 32 17.73210(W)     ADJUSTED  
 BM0905* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 BM0905  ___________________________________________________________________
 BM0905  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BM0905  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0905
 BM0905  HORZ ORDER  -  SECOND
 BM0905
 BM0905.The horizontal coordinates were established by classical geodetic methods
 BM0905.and adjusted by the National Geodetic Survey in February 1996..
 BM0905
 BM0905.The orthometric height was scaled from a topographic map.
 BM0905
 BM0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0905
 BM0905.The geoid height was determined by GEOID03.
 BM0905
 BM0905;                    North         East     Units Scale Factor Converg.
 BM0905;SPC TX C     - 3,056,272.325   969,266.533   MT  0.99999288   +1 26 22.7
 BM0905;SPC TX C     -10,027,120.12  3,180,001.95   sFT  0.99999288   +1 26 22.7
 BM0905;SPC TXSC     - 4,256,944.193   740,825.313   MT  0.99996266   +0 42 58.1
 BM0905;SPC TXSC     -13,966,324.41  2,430,524.38   sFT  0.99996266   +0 42 58.1
 BM0905;UTM  14      - 3,335,616.886   640,785.531   MT  0.99984453   +0 44 03.0
 BM0905
 BM0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0905!SPC TX C     -   0.99997535  x   0.99999288  =   0.99996823
 BM0905!SPC TXSC     -   0.99997535  x   0.99996266  =   0.99993801
 BM0905!UTM  14      -   0.99997535  x   0.99984453  =   0.99981988
 BM0905
 BM0905                          SUPERSEDED SURVEY CONTROL
 BM0905
 BM0905  NAD 83(1986)-  30 08 37.54306(N)    097 32 17.71208(W) AD(       ) 2
 BM0905  NAD 27      -  30 08 36.77200(N)    097 32 16.71700(W) AD(       ) 2
 BM0905
 BM0905.Superseded values are not recommended for survey control.
 BM0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0905.See file dsdata.txt to determine how the superseded data were derived.
 BM0905
 BM0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4078635617(NAD 83)
 BM0905_MARKER: P = PIPE CAP
 BM0905_SETTING: 0 = UNSPECIFIED SETTING
 BM0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0905
 BM0905  HISTORY     - Date     Condition        Report By
 BM0905  HISTORY     - 1935     MONUMENTED       USGS
 BM0905  HISTORY     - 1935     POOR             CGS
 BM0905
 BM0905                          STATION DESCRIPTION
 BM0905
 BM0905'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CAS)
 BM0905'U.S.G.S. MARK IS SE OF TEXAS HILL, AND CONSISTS OF IRON
 BM0905'PIPE WITH CAP.  MARK PROJECTS ABOUT 4 INCHES.
 BM0905
 BM0905                          STATION RECOVERY (1935)
 BM0905
 BM0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0905'LOWER PART OF CAP HAS BEEN DESTROYED AND NO DATA COULD BE
 BM0905'DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1082 ***********************************************************************
 CR1082  DESIGNATION -  TEXAS ILL NAT GAS CO RADIO TWR
 CR1082  PID         -  CR1082
 CR1082  STATE/COUNTY-  TX/HARRISON
 CR1082  USGS QUAD   -  MARSHALL WEST (1978)
 CR1082
 CR1082                         *CURRENT SURVEY CONTROL
 CR1082  ___________________________________________________________________
 CR1082* NAD 83(1993)-  32 33 44.65270(N)    094 28 40.98199(W)     ADJUSTED  
 CR1082* NAVD 88     -                                                        
 CR1082  ___________________________________________________________________
 CR1082  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CR1082  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1082
 CR1082  HORZ ORDER  -  THIRD
 CR1082
 CR1082.The horizontal coordinates were established by classical geodetic methods
 CR1082.and adjusted by the National Geodetic Survey in February 1996..
 CR1082
 CR1082
 CR1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1082
 CR1082.The geoid height was determined by GEOID03.
 CR1082
 CR1082;                    North         East     Units Scale Factor Converg.
 CR1082;SPC TXNC     - 2,106,557.405   977,581.858   MT  0.99990883   +2 11 36.8
 CR1082;SPC TXNC     - 6,911,263.75  3,207,283.15   sFT  0.99990883   +2 11 36.8
 CR1082;UTM  15      - 3,603,740.063   361,242.597   MT  0.99983742   -0 47 44.3
 CR1082
 CR1082                          SUPERSEDED SURVEY CONTROL
 CR1082
 CR1082  NAD 83(1986)-  32 33 44.66145(N)    094 28 40.97062(W) AD(       ) 4
 CR1082  NAD 27      -  32 33 44.12000(N)    094 28 40.25400(W) AD(       ) 3
 CR1082
 CR1082.Superseded values are not recommended for survey control.
 CR1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1082.See file dsdata.txt to determine how the superseded data were derived.
 CR1082
 CR1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS6124303740(NAD 83)
 CR1082_MARKER: 43 = RADIO/TV TOWER
 CR1082
 CR1082  HISTORY     - Date     Condition        Report By
 CR1082  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1082
 CR1082                          STATION DESCRIPTION
 CR1082
 CR1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1082'THE STATION IS LOCATED ABOUT 6.0 MILES WEST-NORTHWEST OF MARSHALL.
 CR1082'IT IS A 2-LEGGED STEEL STRUCTURE, COLORED RED AND WHITE AND IS
 CR1082'ABOUT 150 FEET IN HEIGHT.  THE TOP AND CENTER WAS THE POINT
 CR1082'INTERSECTED.
 CR1082'
 CR1082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 80 AND
 CR1082'STATE ROAD NO. 154 IN THE WEST EDGE OF MARSHALL, GO NORTH ON
 CR1082'STATE ROAD NO. 154 FOR 0.2 MILE TO THE JUNCTION OF FARM ROAD
 CR1082'NO. 499, TURN LEFT ON FARM ROAD NO. 499 AND GO WESTERLY FOR
 CR1082'5.4 MILES TO A SIDE ROAD ON THE LEFT AND A GRAVEL PIT, TURN LEFT
 CR1082'AND GO SOUTHERLY FOR 0.2 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2694 ***********************************************************************
 BY2694  DESIGNATION -  TEXAS ILL NATL GAS CO RELAY TR
 BY2694  PID         -  BY2694
 BY2694  STATE/COUNTY-  TX/NACOGDOCHES
 BY2694  USGS QUAD   -  CUSHING (1973)
 BY2694
 BY2694                         *CURRENT SURVEY CONTROL
 BY2694  ___________________________________________________________________
 BY2694* NAD 83(1993)-  31 45 57.48471(N)    094 48 40.76869(W)     ADJUSTED  
 BY2694* NAVD 88     -                                                        
 BY2694  ___________________________________________________________________
 BY2694  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BY2694  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY2694
 BY2694  HORZ ORDER  -  THIRD
 BY2694
 BY2694.The horizontal coordinates were established by classical geodetic methods
 BY2694.and adjusted by the National Geodetic Survey in February 1996..
 BY2694
 BY2694
 BY2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2694
 BY2694.The geoid height was determined by GEOID03.
 BY2694
 BY2694;                    North         East     Units Scale Factor Converg.
 BY2694;SPC TX C     - 3,245,707.188 1,222,882.775   MT  0.99997058   +2 50 39.0
 BY2694;SPC TX C     -10,648,624.33  4,012,074.57   sFT  0.99997058   +2 50 39.0
 BY2694;SPC TXNC     - 2,017,147.148   949,407.775   MT  1.00012198   +2 00 42.4
 BY2694;SPC TXNC     - 6,617,923.60  3,114,848.68   sFT  1.00012198   +2 00 42.4
 BY2694;UTM  15      - 3,515,923.212   328,464.729   MT  0.99996290   -0 57 13.7
 BY2694
 BY2694                          SUPERSEDED SURVEY CONTROL
 BY2694
 BY2694  NAD 83(1986)-  31 45 57.49541(N)    094 48 40.75569(W) AD(       ) 4
 BY2694  NAD 27      -  31 45 56.86200(N)    094 48 39.98300(W) AD(       ) 3
 BY2694
 BY2694.Superseded values are not recommended for survey control.
 BY2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2694.See file dsdata.txt to determine how the superseded data were derived.
 BY2694
 BY2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR2846515923(NAD 83)
 BY2694_MARKER: 55 = TOWER
 BY2694
 BY2694  HISTORY     - Date     Condition        Report By
 BY2694  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2694  HISTORY     - 19980919 GOOD             USPSQD
 BY2694
 BY2694                          STATION DESCRIPTION
 BY2694
 BY2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2694'THE STATION IS LOCATED ABOUT 5 MILES, AIRLINE, SOUTH-SOUTHEAST OF
 BY2694'CUSHING ON A PROMINENT EAST-WEST RIDGE THAT HAS BEEN CLEARED.
 BY2694'THE TOWER IS A TWIN METAL MAST THAT STAND ABOUT 10 FEET APART
 BY2694'FACEING THE EAST AND WEST.  THE NORTH ONE OF TWO HAS A RED
 BY2694'LIGHT ON TOP, THEY ARE SET IN A CONCRETE BASE AND ARE PAINTED
 BY2694'ALTERNATELY RED AND WHITE.  THE OVERALL HEIGHT OF THE TWIN
 BY2694'MAST IS APPROXIMATELY 220 FEET.  THERE IS A SMALL CONCRETE
 BY2694'BUILDING THAT SITS IN BETWEEN THE TWO MAST.
 BY2694'
 BY2694'TO REACH THE STATION FROM THE POST OFFICE IN CUSHING GO SOUTHERLY
 BY2694'ON FARM ROAD 225 FOR 3.7 MILES TO A REVERSE-Y FORK ON THE LEFT,
 BY2694'A BLADED ROAD.  TURN SHARP LEFT AND FOLLOW THE MAIN TRAVELED ROAD
 BY2694'FOR 1.15 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 1.2
 BY2694'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO WEST FOR 0.05
 BY2694'MILE TO AN ALUMINUM GATE ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 BY2694'TURN RIGHT, PASS THROUGH THE GATE AND GO NORTH FOR ABOUT 100
 BY2694'YARDS TO THE STATION AS DESCRIBED.
 BY2694'
 BY2694'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 BY2694
 BY2694                          STATION RECOVERY (1998)
 BY2694
 BY2694'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1207 ***********************************************************************
 CR1207  DESIGNATION -  TEXAS ILL NATL GAS PLINE CO TR
 CR1207  PID         -  CR1207
 CR1207  STATE/COUNTY-  TX/UPSHUR
 CR1207  USGS QUAD   -  WHITE OAK (1978)
 CR1207
 CR1207                         *CURRENT SURVEY CONTROL
 CR1207  ___________________________________________________________________
 CR1207* NAD 83(1993)-  32 36 26.05250(N)    094 52 10.86941(W)     ADJUSTED  
 CR1207* NAVD 88     -                                                        
 CR1207  ___________________________________________________________________
 CR1207  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CR1207  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CR1207
 CR1207  HORZ ORDER  -  THIRD
 CR1207
 CR1207.The horizontal coordinates were established by classical geodetic methods
 CR1207.and adjusted by the National Geodetic Survey in February 1996..
 CR1207
 CR1207
 CR1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1207
 CR1207.The geoid height was determined by GEOID03.
 CR1207
 CR1207;                    North         East     Units Scale Factor Converg.
 CR1207;SPC TXNC     - 2,110,186.744   940,658.671   MT  0.99990250   +1 58 47.8
 CR1207;SPC TXNC     - 6,923,171.01  3,086,144.32   sFT  0.99990250   +1 58 47.8
 CR1207;UTM  15      - 3,609,289.425   324,558.830   MT  0.99997955   -1 00 28.0
 CR1207
 CR1207                          SUPERSEDED SURVEY CONTROL
 CR1207
 CR1207  NAD 83(1986)-  32 36 26.05970(N)    094 52 10.85681(W) AD(       ) 4
 CR1207  NAD 27      -  32 36 25.54600(N)    094 52 10.08000(W) AD(       ) 3
 CR1207
 CR1207.Superseded values are not recommended for survey control.
 CR1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1207.See file dsdata.txt to determine how the superseded data were derived.
 CR1207
 CR1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2455909289(NAD 83)
 CR1207_MARKER: 55 = TOWER
 CR1207
 CR1207  HISTORY     - Date     Condition        Report By
 CR1207  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1207
 CR1207                          STATION DESCRIPTION
 CR1207
 CR1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1207'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF GLADEWATER
 CR1207'ON A HIGH TIMBERED HILL.  IT IS A STEEL TOWER PAINTED ALTERNATELY
 CR1207'RED AND WHITE.  THE OVERALL HEIGHT IS APPROX. 150 FEET.
 CR1207'
 CR1207'THE TOP AND CENTER OF THE TOWER WAS THE POINT INTERSECTED.
 CR1207'
 CR1207'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND 271 IN
 CR1207'GLADEWATER GO NORTH ON U.S. HIGHWAY 271 FOR 2.7 MILES TO
 CR1207'THE JUNCTION WITH FARM ROAD 1844.  TURN RIGHT ON FARM ROAD 1844
 CR1207'AND GO 3.2 MILES TO A CROSS ROADS.  TURN LEFT AND GO 1.3 MILES TO
 CR1207'A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.05 MILE TO A TRACK ROAD
 CR1207'LEFT.  TURN LEFT AND GO 0.05 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0621 ***********************************************************************
 BN0621  DESIGNATION -  TEXAS NM PLINE CO WIMBERLEY TK
 BN0621  PID         -  BN0621
 BN0621  STATE/COUNTY-  TX/HAYS
 BN0621  USGS QUAD   -  ROUGH HOLLOW (1986)
 BN0621
 BN0621                         *CURRENT SURVEY CONTROL
 BN0621  ___________________________________________________________________
 BN0621* NAD 83(1993)-  30 02 47.29843(N)    098 12 05.11901(W)     ADJUSTED  
 BN0621* NAVD 88     -                                                        
 BN0621  ___________________________________________________________________
 BN0621  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 BN0621  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 BN0621
 BN0621  HORZ ORDER  -  THIRD
 BN0621
 BN0621.The horizontal coordinates were established by classical geodetic methods
 BN0621.and adjusted by the National Geodetic Survey in February 1996..
 BN0621
 BN0621
 BN0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0621
 BN0621.The geoid height was determined by GEOID03.
 BN0621
 BN0621;                    North         East     Units Scale Factor Converg.
 BN0621;SPC TXSC     - 4,245,543.147   677,010.693   MT  0.99994016   +0 23 28.4
 BN0621;SPC TXSC     -13,928,919.47  2,221,159.25   sFT  0.99994016   +0 23 28.4
 BN0621;SPC TX C     - 3,044,074.992   905,595.710   MT  1.00001948   +1 05 53.0
 BN0621;SPC TX C     - 9,987,102.70  2,971,108.59   sFT  1.00001948   +1 05 53.0
 BN0621;UTM  14      - 3,324,203.464   576,986.346   MT  0.99967312   +0 23 59.5
 BN0621
 BN0621                          SUPERSEDED SURVEY CONTROL
 BN0621
 BN0621  NAD 83(1986)-  30 02 47.30837(N)    098 12 05.10154(W) AD(       ) 4
 BN0621  NAD 27      -  30 02 46.54600(N)    098 12 04.05700(W) AD(       ) 3
 BN0621
 BN0621.Superseded values are not recommended for survey control.
 BN0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0621.See file dsdata.txt to determine how the superseded data were derived.
 BN0621
 BN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7698624203(NAD 83)
 BN0621_MARKER: 53 = ELEVATED TANK
 BN0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0621+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2002
 BN0621
 BN0621  HISTORY     - Date     Condition        Report By
 BN0621  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0621  HISTORY     - 19910209 GOOD             USPSQD
 BN0621  HISTORY     - 19990925 GOOD             USPSQD
 BN0621  HISTORY     - 20020928 GOOD             USPSQD
 BN0621
 BN0621                          STATION DESCRIPTION
 BN0621
 BN0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0621'THE STATION IS LOCATED ABOUT 7 MILES WEST-NORTHWEST OF WIMBERLEY,
 BN0621'0.2 MILE SOUTH OF A MACADAM ROAD AND 65 FEET WEST OF A PUMPING
 BN0621'STATION.
 BN0621'
 BN0621'THE TANK IS SUPPORTED BY FOUR STEEL TRUSS-WORK LEGS AND THE
 BN0621'HEIGHT OVERALL IS APPROXIMATELY 74 FEET.  THE ENTIRE STRUCTURE
 BN0621'IS PAINTED SILVER.  THE POINT OBSERVED WAS THE CENTER OF THE
 BN0621'TOP OF THE STRUCTURE.
 BN0621
 BN0621                          STATION RECOVERY (1991)
 BN0621
 BN0621'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0621'RECOVERED IN GOOD CONDITION.
 BN0621
 BN0621                          STATION RECOVERY (1999)
 BN0621
 BN0621'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0621'RECOVERED IN GOOD CONDITION.
 BN0621
 BN0621                          STATION RECOVERY (2002)
 BN0621
 BN0621'RECOVERY NOTE BY US POWER SQUADRON 2002 (TSC)
 BN0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0632 ***********************************************************************
 EN0632  DESIGNATION -  TEXAS OKLA BOUNDARY MARK 1921
 EN0632  PID         -  EN0632
 EN0632  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0632  USGS QUAD   -  SHINNERY CREEK (1959)
 EN0632
 EN0632                         *CURRENT SURVEY CONTROL
 EN0632  ___________________________________________________________________
 EN0632* NAD 83(1993)-  34 57 28.60592(N)    100 00 30.86668(W)     ADJUSTED  
 EN0632* NAVD 88     -       614.3    (meters)    2015.     (feet)  VERTCON   
 EN0632  ___________________________________________________________________
 EN0632  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 EN0632  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EN0632
 EN0632  HORZ ORDER  -  SECOND
 EN0632
 EN0632.The horizontal coordinates were established by classical geodetic methods
 EN0632.and adjusted by the National Geodetic Survey in February 1996..
 EN0632
 EN0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0632
 EN0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0632
 EN0632.The geoid height was determined by GEOID03.
 EN0632
 EN0632;                    North         East     Units Scale Factor Converg.
 EN0632;SPC TX N     - 1,107,299.276   336,206.218   MT  0.99994289   +0 51 51.6
 EN0632;SPC TX N     - 3,632,864.37  1,103,036.57   sFT  0.99994289   +0 51 51.6
 EN0632;SPC OK S     -   182,035.006   416,567.153   MT  0.99995715   -1 08 24.4
 EN0632;SPC OK S     -   597,226.52  1,366,687.40   sFT  0.99995715   -1 08 24.4
 EN0632;UTM  14      - 3,868,843.866   407,917.237   MT  0.99970450   -0 34 40.5
 EN0632
 EN0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0632!SPC TX N     -   0.99990786  x   0.99994289  =   0.99985076
 EN0632!SPC OK S     -   0.99990786  x   0.99995715  =   0.99986502
 EN0632!UTM  14      -   0.99990786  x   0.99970450  =   0.99961239
 EN0632
 EN0632|---------------------------------------------------------------------|
 EN0632| PID    Reference Object                     Distance      Geod. Az  |
 EN0632|                                                           dddmmss.s |
 EN0632| EN0633 OTEX 1923                           331.289 METERS 00023     |
 EN0632|---------------------------------------------------------------------|
 EN0632
 EN0632                          SUPERSEDED SURVEY CONTROL
 EN0632
 EN0632  NAD 83(1993)-  34 57 28.60594(N)    100 00 30.86662(W) AD(       ) 2
 EN0632  NAD 83(1986)-  34 57 28.61078(N)    100 00 30.85930(W) AD(       ) 2
 EN0632  NAD 27      -  34 57 28.42100(N)    100 00 29.47600(W) AD(       ) 2
 EN0632  NGVD 29 (07/19/86)  614.0    (m)         2014.     (f) VERT ANG       
 EN0632
 EN0632.Superseded values are not recommended for survey control.
 EN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0632.See file dsdata.txt to determine how the superseded data were derived.
 EN0632
 EN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0791768844(NAD 83)
 EN0632_MARKER: X = CHISELED CROSS
 EN0632_SETTING: 0 = UNSPECIFIED SETTING
 EN0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0632
 EN0632  HISTORY     - Date     Condition        Report By
 EN0632  HISTORY     - 1921     MONUMENTED       CGS
 EN0632  HISTORY     - 1923     SEE DESCRIPTION  CGS
 EN0632
 EN0632                          STATION DESCRIPTION
 EN0632
 EN0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 EN0632'STATION IS ABOUT 8 MI. W AND 4 MI. N OF VINSON, OKLAHOMA.
 EN0632'A STONE WITH A CROSS COMMON TO THE OLD STATE LINE AND TO THE
 EN0632'SW CORNER OF SECTION 25 AND THE NW CORNER OF SECTION 36,
 EN0632'T 6 N, R 27 W, OF THE OKLAHOMA LAND SURVEY.
 EN0632'
 EN0632'ELEVATION OF STATION IS 614 M. (2014 FT.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2975 ***********************************************************************
 CS2975  DESIGNATION -  TEXAS PRODUCING CO OIL DERRICK
 CS2975  PID         -  CS2975
 CS2975  STATE/COUNTY-  TX/TARRANT
 CS2975  USGS QUAD   -  BENBROOK (1981)
 CS2975
 CS2975                         *CURRENT SURVEY CONTROL
 CS2975  ___________________________________________________________________
 CS2975* NAD 83(1993)-  32 40 28.89462(N)    097 28 17.18691(W)     ADJUSTED  
 CS2975* NAVD 88     -                                                        
 CS2975  ___________________________________________________________________
 CS2975  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 CS2975  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CS2975
 CS2975  HORZ ORDER  -  THIRD
 CS2975
 CS2975.The horizontal coordinates were established by classical geodetic methods
 CS2975.and adjusted by the National Geodetic Survey in February 1996..
 CS2975
 CS2975
 CS2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2975
 CS2975.The geoid height was determined by GEOID03.
 CS2975
 CS2975;                    North         East     Units Scale Factor Converg.
 CS2975;SPC TXNC     - 2,112,252.355   696,461.597   MT  0.99989413   +0 33 39.5
 CS2975;SPC TXNC     - 6,929,947.93  2,284,974.42   sFT  0.99989413   +0 33 39.5
 CS2975;UTM  14      - 3,616,256.572   643,320.478   MT  0.99985329   +0 49 31.3
 CS2975
 CS2975                          SUPERSEDED SURVEY CONTROL
 CS2975
 CS2975  NAD 83(1986)-  32 40 28.89753(N)    097 28 17.16956(W) AD(       ) 4
 CS2975  NAD 27      -  32 40 28.41200(N)    097 28 16.12700(W) AD(       ) 3
 CS2975
 CS2975.Superseded values are not recommended for survey control.
 CS2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2975.See file dsdata.txt to determine how the superseded data were derived.
 CS2975
 CS2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4332016257(NAD 83)
 CS2975
 CS2975  HISTORY     - Date     Condition        Report By
 CS2975  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2975  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2975
 CS2975                          STATION DESCRIPTION
 CS2975
 CS2975'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2975'THIS INTERSECTION STATION IS THE OIL DERRICK OF THE TEXAS
 CS2975'PRODUCING COMPANY, NEAR BENBROOK, TEXAS.  IT IS 1.1 MILES S OF
 CS2975'BENBROOK, 450 FEET W OF STATE HIGHWAY 10, ON A HIGH MOUND
 CS2975'IN A PASTURE LOT OWNED BY Z. BOAZ.  IT WAS ERECTED IN 1929 AND
 CS2975'IS QUITE PROMINENT.
 CS2975'
 CS2975'THE DERRICK IS A WOOD FRAME STRUCTURE ABOUT 85 FEET HIGH.  THERE
 CS2975'IS A STAGING AROUND THE TOP.  A CROWN PULLEY SPINDLE EXTENDS UP
 CS2975'OUT OF THE TOP ABOUT 5 FEET.  THE TOTAL HEIGHT IS ABOUT 90 FEET.
 CS2975
 CS2975                          STATION RECOVERY (1996)
 CS2975
 CS2975'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1190 ***********************************************************************
 CR1190  DESIGNATION -  TEXAS ST FOREST SERVICE LOT
 CR1190  PID         -  CR1190
 CR1190  STATE/COUNTY-  TX/HARRISON
 CR1190  USGS QUAD   -  HALLSVILLE (1961)
 CR1190
 CR1190                         *CURRENT SURVEY CONTROL
 CR1190  ___________________________________________________________________
 CR1190* NAD 83(1993)-  32 31 48.33109(N)    094 30 11.21082(W)     ADJUSTED  
 CR1190* NAVD 88     -                                                        
 CR1190  ___________________________________________________________________
 CR1190  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CR1190  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR1190
 CR1190  HORZ ORDER  -  THIRD
 CR1190
 CR1190.The horizontal coordinates were established by classical geodetic methods
 CR1190.and adjusted by the National Geodetic Survey in February 1996..
 CR1190
 CR1190
 CR1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1190
 CR1190.The geoid height was determined by GEOID03.
 CR1190
 CR1190;                    North         East     Units Scale Factor Converg.
 CR1190;SPC TXNC     - 2,102,887.277   975,366.305   MT  0.99991377   +2 10 47.6
 CR1190;SPC TXNC     - 6,899,222.67  3,200,014.29   sFT  0.99991377   +2 10 47.6
 CR1190;UTM  15      - 3,600,190.694   358,838.865   MT  0.99984572   -0 48 30.3
 CR1190
 CR1190                          SUPERSEDED SURVEY CONTROL
 CR1190
 CR1190  NAD 83(1986)-  32 31 48.33943(N)    094 30 11.19940(W) AD(       ) 4
 CR1190  NAD 27      -  32 31 47.80200(N)    094 30 10.47400(W) AD(       ) 3
 CR1190
 CR1190.Superseded values are not recommended for survey control.
 CR1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1190.See file dsdata.txt to determine how the superseded data were derived.
 CR1190
 CR1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS5883900191(NAD 83)
 CR1190_MARKER: 57 = LOOKOUT TOWER
 CR1190
 CR1190  HISTORY     - Date     Condition        Report By
 CR1190  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1190  HISTORY     - 20010811 POOR             USPSQD
 CR1190
 CR1190                          STATION DESCRIPTION
 CR1190
 CR1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1190'THE STATION IS LOCATED ABOUT 4-1/5 MILES EAST-NORTHEAST OF
 CR1190'HALLSVILLE, ON A PROMINENT TIMBERED HILL.  IT IS A FOUR
 CR1190'LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED OBSERVATION
 CR1190'PLATFORM AT THE TOP OF TOWER.  THE TOWER IS APPROXIMATELY
 CR1190'110 FEET HIGH.
 CR1190'
 CR1190'THE POINT INTERSECTED WAS THE ROUND VENT AT THE TOP OF TOWER.
 CR1190'
 CR1190'TO REACH FROM THE TRAFFIC LIGHT IN HALLSVILLE, GO EAST ON
 CR1190'HIGHWAY 80 3.2 MILES TO LOWRYS SERVICE STATION AND STORE
 CR1190'ON THE RIGHT, CONTINUE AHEAD 0.1 MILE TO A SIDE ROAD LEFT,
 CR1190'TURN LEFT ON A GRADED ROAD 1.7 MILES TO A SIDE ROAD RIGHT,
 CR1190'TURN RIGHT 0.3 MILE TO TOP OF HILL AND THE STATION.
 CR1190
 CR1190                          STATION RECOVERY (2001)
 CR1190
 CR1190'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CR1190'FIRE OBSERVATION TOWER HAS BEEN TOPPLED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0922 ***********************************************************************
 GK0922  DESIGNATION -  TEXHOMA RIFFE BROS INC E ELEV
 GK0922  PID         -  GK0922
 GK0922  STATE/COUNTY-  TX/SHERMAN
 GK0922  USGS QUAD   -  TEXHOMA SOUTH (1974)
 GK0922
 GK0922                         *CURRENT SURVEY CONTROL
 GK0922  ___________________________________________________________________
 GK0922* NAD 83(1993)-  36 29 59.38185(N)    101 47 22.23826(W)     ADJUSTED  
 GK0922* NAVD 88     -                                                        
 GK0922  ___________________________________________________________________
 GK0922  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 GK0922  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 GK0922
 GK0922  HORZ ORDER  -  THIRD
 GK0922
 GK0922.The horizontal coordinates were established by classical geodetic methods
 GK0922.and adjusted by the National Geodetic Survey in February 1996..
 GK0922
 GK0922
 GK0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0922
 GK0922.The geoid height was determined by GEOID03.
 GK0922
 GK0922;                    North         East     Units Scale Factor Converg.
 GK0922;SPC TX N     - 1,277,380.299   174,060.091   MT  1.00008920   -0 10 04.0
 GK0922;SPC TX N     - 4,190,871.86    571,062.15   sFT  1.00008920   -0 10 04.0
 GK0922;SPC OK N     -   173,037.278   260,591.858   MT  0.99996219   -2 14 10.9
 GK0922;SPC OK N     -   567,706.47    854,958.45   sFT  0.99996219   -2 14 10.9
 GK0922;UTM  14      - 4,043,008.384   250,154.977   MT  1.00036915   -1 39 36.4
 GK0922
 GK0922                          SUPERSEDED SURVEY CONTROL
 GK0922
 GK0922  NAD 83(1993)-  36 29 59.38177(N)    101 47 22.23823(W) AD(       ) 4
 GK0922  NAD 83(1986)-  36 29 59.39164(N)    101 47 22.22316(W) AD(       ) 4
 GK0922  NAD 27      -  36 29 59.29900(N)    101 47 20.62900(W) AD(       ) 3
 GK0922
 GK0922.Superseded values are not recommended for survey control.
 GK0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0922.See file dsdata.txt to determine how the superseded data were derived.
 GK0922
 GK0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5015543008(NAD 83)
 GK0922_MARKER: 65 = GRAIN ELEVATOR
 GK0922
 GK0922  HISTORY     - Date     Condition        Report By
 GK0922  HISTORY     - 1931     FIRST OBSERVED   CGS
 GK0922  HISTORY     - 1952     GOOD             CGS
 GK0922
 GK0922                          STATION DESCRIPTION
 GK0922
 GK0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0922'STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 54 IN
 GK0922'THE SOUTHWESTERN EDGE OF THE TOWN OF TEXHOMA.  THE ELEVATOR
 GK0922'CONSISTS OF 10 CONCRETE CYLINDERS THAT ARE 103 FEET HIGH.  A
 GK0922'HEAD HOUSE THAT IS 20 FEET IN HEIGHT IS MOUNTED ON TOP OF THE
 GK0922'CYLINDERS.  THE CENTER OF THE HEAD HOUSE WAS INTERSECTED.  THIS
 GK0922'IS THE EASTERNMOST ELEVATOR OF TWO BELONGING TO RIFFE BROS. INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0924 ***********************************************************************
 GK0924  DESIGNATION -  TEXHOMA RIFFE BROS INC W ELEV
 GK0924  PID         -  GK0924
 GK0924  STATE/COUNTY-  TX/SHERMAN
 GK0924  USGS QUAD   -  TEXHOMA SOUTH (1974)
 GK0924
 GK0924                         *CURRENT SURVEY CONTROL
 GK0924  ___________________________________________________________________
 GK0924* NAD 83(1993)-  36 29 57.49909(N)    101 47 26.10419(W)     ADJUSTED  
 GK0924* NAVD 88     -                                                        
 GK0924  ___________________________________________________________________
 GK0924  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 GK0924  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 GK0924
 GK0924  HORZ ORDER  -  THIRD
 GK0924
 GK0924.The horizontal coordinates were established by classical geodetic methods
 GK0924.and adjusted by the National Geodetic Survey in February 1996..
 GK0924
 GK0924
 GK0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0924
 GK0924.The geoid height was determined by GEOID03.
 GK0924
 GK0924;                    North         East     Units Scale Factor Converg.
 GK0924;SPC TX N     - 1,277,322.541   173,963.702   MT  1.00008902   -0 10 06.3
 GK0924;SPC TX N     - 4,190,682.37    570,745.91   sFT  1.00008902   -0 10 06.3
 GK0924;SPC OK N     -   172,983.044   260,493.460   MT  0.99996213   -2 14 13.2
 GK0924;SPC OK N     -   567,528.54    854,635.63   sFT  0.99996213   -2 14 13.2
 GK0924;UTM  14      - 4,042,953.140   250,057.090   MT  1.00036975   -1 39 38.6
 GK0924
 GK0924                          SUPERSEDED SURVEY CONTROL
 GK0924
 GK0924  NAD 83(1993)-  36 29 57.49896(N)    101 47 26.10423(W) AD(       ) 4
 GK0924  NAD 83(1986)-  36 29 57.50892(N)    101 47 26.08930(W) AD(       ) 4
 GK0924  NAD 27      -  36 29 57.41300(N)    101 47 24.52100(W) AD(       ) 3
 GK0924
 GK0924.Superseded values are not recommended for survey control.
 GK0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0924.See file dsdata.txt to determine how the superseded data were derived.
 GK0924
 GK0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5005742953(NAD 83)
 GK0924_MARKER: 65 = GRAIN ELEVATOR
 GK0924
 GK0924  HISTORY     - Date     Condition        Report By
 GK0924  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0924
 GK0924                          STATION DESCRIPTION
 GK0924
 GK0924'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0923 ***********************************************************************
 GK0923  DESIGNATION -  TEXHOMA SHERMAN CO GRAIN ELEV
 GK0923  PID         -  GK0923
 GK0923  STATE/COUNTY-  TX/SHERMAN
 GK0923  USGS QUAD   -  TEXHOMA SOUTH (1974)
 GK0923
 GK0923                         *CURRENT SURVEY CONTROL
 GK0923  ___________________________________________________________________
 GK0923* NAD 83(1993)-  36 29 50.67547(N)    101 47 33.31181(W)     ADJUSTED  
 GK0923* NAVD 88     -                                                        
 GK0923  ___________________________________________________________________
 GK0923  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 GK0923  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 GK0923
 GK0923  HORZ ORDER  -  THIRD
 GK0923
 GK0923.The horizontal coordinates were established by classical geodetic methods
 GK0923.and adjusted by the National Geodetic Survey in February 1996..
 GK0923
 GK0923
 GK0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0923
 GK0923.The geoid height was determined by GEOID03.
 GK0923
 GK0923;                    North         East     Units Scale Factor Converg.
 GK0923;SPC TX N     - 1,277,112.717   173,783.691   MT  1.00008840   -0 10 10.4
 GK0923;SPC TX N     - 4,189,993.97    570,155.33   sFT  1.00008840   -0 10 10.4
 GK0923;SPC OK N     -   172,779.880   260,306.016   MT  0.99996194   -2 14 17.5
 GK0923;SPC OK N     -   566,861.99    854,020.65   sFT  0.99996194   -2 14 17.5
 GK0923;UTM  14      - 4,042,748.018   249,871.623   MT  1.00037089   -1 39 42.7
 GK0923
 GK0923                          SUPERSEDED SURVEY CONTROL
 GK0923
 GK0923  NAD 83(1993)-  36 29 50.67535(N)    101 47 33.31186(W) AD(       ) 4
 GK0923  NAD 83(1986)-  36 29 50.68507(N)    101 47 33.29705(W) AD(       ) 4
 GK0923  NAD 27      -  36 29 50.58900(N)    101 47 31.72700(W) AD(       ) 3
 GK0923
 GK0923.Superseded values are not recommended for survey control.
 GK0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0923.See file dsdata.txt to determine how the superseded data were derived.
 GK0923
 GK0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4987242748(NAD 83)
 GK0923_MARKER: 65 = GRAIN ELEVATOR
 GK0923
 GK0923  HISTORY     - Date     Condition        Report By
 GK0923  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0923
 GK0923                          STATION DESCRIPTION
 GK0923
 GK0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0923'STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 54 IN
 GK0923'THE SOUTHWESTERN EDGE OF THE TOWN OF TEXHOMA.  THE ELEVATOR
 GK0923'CONSISTS OF 24 CYLINDRICAL SHAPED CONCRETE TANKS THAT ARE 104
 GK0923'FEET IN HEIGHT.  A HEAD HOUSE, THAT IS 20 FEET IN HEIGHT, IS
 GK0923'MOUNTED ON TOP OF THE TANKS.  THE CENTER OF THE HEAD HOUSE
 GK0923'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0925 ***********************************************************************
 GK0925  DESIGNATION -  TEXHOMA WHEAT GROWERS ELEV
 GK0925  PID         -  GK0925
 GK0925  STATE/COUNTY-  TX/SHERMAN
 GK0925  USGS QUAD   -  TEXHOMA SOUTH (1974)
 GK0925
 GK0925                         *CURRENT SURVEY CONTROL
 GK0925  ___________________________________________________________________
 GK0925* NAD 83(1993)-  36 29 56.42767(N)    101 47 23.46150(W)     ADJUSTED  
 GK0925* NAVD 88     -                                                        
 GK0925  ___________________________________________________________________
 GK0925  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 GK0925  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 GK0925
 GK0925  HORZ ORDER  -  THIRD
 GK0925
 GK0925.The horizontal coordinates were established by classical geodetic methods
 GK0925.and adjusted by the National Geodetic Survey in February 1996..
 GK0925
 GK0925
 GK0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0925
 GK0925.The geoid height was determined by GEOID03.
 GK0925
 GK0925;                    North         East     Units Scale Factor Converg.
 GK0925;SPC TX N     - 1,277,289.319   174,029.379   MT  1.00008892   -0 10 04.7
 GK0925;SPC TX N     - 4,190,573.37    570,961.39   sFT  1.00008892   -0 10 04.7
 GK0925;SPC OK N     -   172,947.477   260,557.886   MT  0.99996210   -2 14 11.6
 GK0925;SPC OK N     -   567,411.85    854,847.00   sFT  0.99996210   -2 14 11.6
 GK0925;UTM  14      - 4,042,918.210   250,121.897   MT  1.00036935   -1 39 37.0
 GK0925
 GK0925                          SUPERSEDED SURVEY CONTROL
 GK0925
 GK0925  NAD 83(1993)-  36 29 56.42749(N)    101 47 23.46158(W) AD(       ) 4
 GK0925  NAD 83(1986)-  36 29 56.43747(N)    101 47 23.44659(W) AD(       ) 4
 GK0925  NAD 27      -  36 29 56.34100(N)    101 47 21.87900(W) AD(       ) 3
 GK0925
 GK0925.Superseded values are not recommended for survey control.
 GK0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0925.See file dsdata.txt to determine how the superseded data were derived.
 GK0925
 GK0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5012242918(NAD 83)
 GK0925_MARKER: 65 = GRAIN ELEVATOR
 GK0925
 GK0925  HISTORY     - Date     Condition        Report By
 GK0925  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0925
 GK0925                          STATION DESCRIPTION
 GK0925
 GK0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0925'STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 54 IN THE
 GK0925'SOUTHWESTERN EDGE OF THE TOWN OF TEXHOMA.  THE ELEVATOR CONSISTS
 GK0925'OF 12 CYLINDRICAL SHAPED CONCRETE TANKS THAT ARE 120 FEET IN
 GK0925'HEIGHT.  A HEAD HOUSE, THAT IS 45 FEET IN HEIGHT, IS MOUNTED
 GK0925'ON TOP OF THE TANKS.  THE CENTER OF THE HEAD HOUSE WAS
 GK0925'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1457 ***********************************************************************
 GL1457  DESIGNATION -  TEXLINE
 GL1457  PID         -  GL1457
 GL1457  STATE/COUNTY-  TX/DALLAM
 GL1457  USGS QUAD   -  TEXLINE NORTH (1970)
 GL1457
 GL1457                         *CURRENT SURVEY CONTROL
 GL1457  ___________________________________________________________________
 GL1457* NAD 83(1993)-  36 22 42.32065(N)    103 01 39.32598(W)     ADJUSTED  
 GL1457* NAVD 88     -      1479.9    (meters)    4855.     (feet)  VERTCON   
 GL1457  ___________________________________________________________________
 GL1457  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 GL1457  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 GL1457
 GL1457  HORZ ORDER  -  SECOND
 GL1457
 GL1457.The horizontal coordinates were established by classical geodetic methods
 GL1457.and adjusted by the National Geodetic Survey in February 1996..
 GL1457
 GL1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1457
 GL1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1457
 GL1457.The geoid height was determined by GEOID03.
 GL1457
 GL1457;                    North         East     Units Scale Factor Converg.
 GL1457;SPC TX N     - 1,264,928.314    62,926.251   MT  1.00005134   -0 53 07.1
 GL1457;SPC TX N     - 4,150,018.98    206,450.54   sFT  1.00005134   -0 53 07.1
 GL1457;SPC NM E     -   597,296.696   282,157.935   MT  1.00007815   +0 46 28.4
 GL1457;SPC NM E     - 1,959,630.91    925,713.16   sFT  1.00007815   +0 46 28.4
 GL1457;UTM  13      - 4,027,729.010   676,925.851   MT  0.99998569   +1 10 12.6
 GL1457
 GL1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1457!SPC TX N     -   0.99977137  x   1.00005134  =   0.99982269
 GL1457!SPC NM E     -   0.99977137  x   1.00007815  =   0.99984950
 GL1457!UTM  13      -   0.99977137  x   0.99998569  =   0.99975706
 GL1457
 GL1457:                Primary Azimuth Mark                     Grid Az
 GL1457:SPC TX N     -  CORENA                                   130 09 35.9
 GL1457:SPC NM E     -  CORENA                                   128 30 00.4
 GL1457:UTM  13      -  CORENA                                   128 06 16.2
 GL1457
 GL1457|---------------------------------------------------------------------|
 GL1457| PID    Reference Object                     Distance      Geod. Az  |
 GL1457|                                                           dddmmss.s |
 GL1457| GL1407 CORENA                              APPROX.10.6 KM 1291628.8 |
 GL1457|---------------------------------------------------------------------|
 GL1457
 GL1457                          SUPERSEDED SURVEY CONTROL
 GL1457
 GL1457  NAD 83(1993)-  36 22 42.32066(N)    103 01 39.32591(W) AD(       ) 2
 GL1457  NAD 83(1993)-  36 22 42.32225(N)    103 01 39.32488(W) AD(       ) 2
 GL1457  NAD 83(1986)-  36 22 42.33079(N)    103 01 39.32169(W) AD(       ) 2
 GL1457  NAD 27      -  36 22 42.23206(N)    103 01 37.57542(W) AD(       ) 2
 GL1457  NGVD 29 (07/19/86) 1479.2    (m)         4853.     (f) VERT ANG       
 GL1457
 GL1457.Superseded values are not recommended for survey control.
 GL1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1457.See file dsdata.txt to determine how the superseded data were derived.
 GL1457
 GL1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7692627729(NAD 83)
 GL1457_MARKER: DD = SURVEY DISK
 GL1457_SETTING: 0 = UNSPECIFIED SETTING
 GL1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1457+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL1457
 GL1457  HISTORY     - Date     Condition        Report By
 GL1457  HISTORY     - 1970     MONUMENTED       USGS
 GL1457  HISTORY     - 20040805 GOOD             USPSQD
 GL1457
 GL1457                          STATION DESCRIPTION
 GL1457
 GL1457'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (FG)
 GL1457'STATION IS LOCATED ON TOP OF THE HEADER-HOUSE OF THE TEXLINE
 GL1457'GRAIN ELEVATOR IN TEXLINE, TEXAS, 7.28 FEET (2.219 METERS) FROM
 GL1457'THE NORTHEAST EDGE OF THE ROOF, 6.97 FEET (2.124 METERS) FROM
 GL1457'THE SOUTHEAST EDGE OF THE ROOF, 15.91 FEET (4.850 METERS) FROM
 GL1457'THE NORTHWEST EDGE OF THE ROOF.  STATION MARK IS 158 FEET ABOVE
 GL1457'THE GROUND.
 GL1457'
 GL1457'STATION MARK IS A USGS BRONZE TABLET SET IN THE CONCRETE ROOF OF
 GL1457'THE GRAIN ELEVATOR, AND STAMPED TEXLINE ET 1970.
 GL1457'
 GL1457'NO REFERENCE MARKS ESTABLISHED.
 GL1457'
 GL1457'STATION CORENA ET 1970 IS VISIBLE FROM THE ROOF SURFACE AND WILL
 GL1457'SERVE AS THE AZIMUTH MARK.
 GL1457'
 GL1457'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 GL1457
 GL1457                          STATION RECOVERY (2004)
 GL1457
 GL1457'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1459 ***********************************************************************
 GL1459  DESIGNATION -  TEXLINE SCHOOL STACK
 GL1459  PID         -  GL1459
 GL1459  STATE/COUNTY-  TX/DALLAM
 GL1459  USGS QUAD   -  TEXLINE NORTH (1970)
 GL1459
 GL1459                         *CURRENT SURVEY CONTROL
 GL1459  ___________________________________________________________________
 GL1459* NAD 83(1993)-  36 22 35.65592(N)    103 01 04.52790(W)     ADJUSTED  
 GL1459* NAVD 88     -                                                        
 GL1459  ___________________________________________________________________
 GL1459  LAPLACE CORR-          -6.28  (seconds)                    DEFLEC99
 GL1459  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 GL1459
 GL1459  HORZ ORDER  -  THIRD
 GL1459
 GL1459.The horizontal coordinates were established by classical geodetic methods
 GL1459.and adjusted by the National Geodetic Survey in February 1996..
 GL1459
 GL1459
 GL1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1459
 GL1459.The geoid height was determined by GEOID03.
 GL1459
 GL1459;                    North         East     Units Scale Factor Converg.
 GL1459;SPC TX N     - 1,264,709.535    63,790.390   MT  1.00005080   -0 52 46.9
 GL1459;SPC TX N     - 4,149,301.20    209,285.64   sFT  1.00005080   -0 52 46.9
 GL1459;SPC NM E     -   597,103.034   283,028.074   MT  1.00008067   +0 46 48.9
 GL1459;SPC NM E     - 1,958,995.54    928,567.94   sFT  1.00008067   +0 46 48.9
 GL1459;UTM  13      - 4,027,541.379   677,797.225   MT  0.99998950   +1 10 33.1
 GL1459
 GL1459                          SUPERSEDED SURVEY CONTROL
 GL1459
 GL1459  NAD 83(1993)-  36 22 35.65593(N)    103 01 04.52822(W) AD(       ) 4
 GL1459  NAD 83(1993)-  36 22 35.65983(N)    103 01 04.52141(W) AD(       ) 4
 GL1459  NAD 83(1986)-  36 22 35.66536(N)    103 01 04.52008(W) AD(       ) 4
 GL1459  NAD 27      -  36 22 35.55900(N)    103 01 02.78400(W) AD(       ) 3
 GL1459
 GL1459.Superseded values are not recommended for survey control.
 GL1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1459.See file dsdata.txt to determine how the superseded data were derived.
 GL1459
 GL1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7779727541(NAD 83)
 GL1459_MARKER: 63 = STACK
 GL1459
 GL1459  HISTORY     - Date     Condition        Report By
 GL1459  HISTORY     - 1934     FIRST OBSERVED   CGS
 GL1459
 GL1459                          STATION DESCRIPTION
 GL1459
 GL1459'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1455 ***********************************************************************
 GL1455  DESIGNATION -  TEXLINE W TEX UTIL CO WATER TK
 GL1455  PID         -  GL1455
 GL1455  STATE/COUNTY-  TX/DALLAM
 GL1455  USGS QUAD   -  TEXLINE NORTH (1970)
 GL1455
 GL1455                         *CURRENT SURVEY CONTROL
 GL1455  ___________________________________________________________________
 GL1455* NAD 83(1993)-  36 22 31.09366(N)    103 01 23.72177(W)     ADJUSTED  
 GL1455* NAVD 88     -                                                        
 GL1455  ___________________________________________________________________
 GL1455  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 GL1455  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 GL1455
 GL1455  HORZ ORDER  -  THIRD
 GL1455
 GL1455.The horizontal coordinates were established by classical geodetic methods
 GL1455.and adjusted by the National Geodetic Survey in February 1996..
 GL1455
 GL1455
 GL1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1455
 GL1455.The geoid height was determined by GEOID03.
 GL1455
 GL1455;                    North         East     Units Scale Factor Converg.
 GL1455;SPC TX N     - 1,264,576.276    63,309.832   MT  1.00005043   -0 52 58.0
 GL1455;SPC TX N     - 4,148,864.00    207,709.01   sFT  1.00005043   -0 52 58.0
 GL1455;SPC NM E     -   596,955.907   282,551.563   MT  1.00007929   +0 46 37.4
 GL1455;SPC NM E     - 1,958,512.84    927,004.59   sFT  1.00007929   +0 46 37.4
 GL1455;UTM  13      - 4,027,390.979   677,321.786   MT  0.99998742   +1 10 21.6
 GL1455
 GL1455                          SUPERSEDED SURVEY CONTROL
 GL1455
 GL1455  NAD 83(1993)-  36 22 31.09361(N)    103 01 23.72172(W) AD(       ) 4
 GL1455  NAD 83(1993)-  36 22 31.09534(N)    103 01 23.71952(W) AD(       ) 4
 GL1455  NAD 83(1986)-  36 22 31.10366(N)    103 01 23.71542(W) AD(       ) 4
 GL1455  NAD 27      -  36 22 30.99000(N)    103 01 21.97200(W) AD(       ) 3
 GL1455
 GL1455.Superseded values are not recommended for survey control.
 GL1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1455.See file dsdata.txt to determine how the superseded data were derived.
 GL1455
 GL1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7732227391(NAD 83)
 GL1455_MARKER: 53 = ELEVATED TANK
 GL1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1455+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 GL1455
 GL1455  HISTORY     - Date     Condition        Report By
 GL1455  HISTORY     - 1931     FIRST OBSERVED   CGS
 GL1455  HISTORY     - 1959     GOOD             CGS
 GL1455  HISTORY     - 1971     GOOD             USAF
 GL1455  HISTORY     - 20040329 GOOD             GEOCAC
 GL1455
 GL1455                          STATION DESCRIPTION
 GL1455
 GL1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCL)
 GL1455'THE STATION IS THE BALL ATOP THE ELEVATED STEEL WATER TANK AT
 GL1455'THE CITY HALL IN TEXLINE.  THE TANK IS NOW THE PROPERTY OF THE
 GL1455'MUNICIPALITY OF TEXLINE.  IT IS THE ONLY ELEVATED TANK IN TOWN.
 GL1455
 GL1455                          STATION RECOVERY (1971)
 GL1455
 GL1455'RECOVERY NOTE BY US AIR FORCE 1971
 GL1455'STATION RECOVERED IN GOOD CONDITION, 1959 DESCRIPTION ADEQUATE.
 GL1455
 GL1455                          STATION RECOVERY (2004)
 GL1455
 GL1455'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GL1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0837 ***********************************************************************
 CV0837  DESIGNATION -  TEXPAC
 CV0837  PID         -  CV0837
 CV0837  STATE/COUNTY-  TX/GAINES
 CV0837  USGS QUAD   -  HUMBLE CITY NE (1979)
 CV0837
 CV0837                         *CURRENT SURVEY CONTROL
 CV0837  ___________________________________________________________________
 CV0837* NAD 83(1993)-  32 52 39.00398(N)    103 01 17.32982(W)     ADJUSTED  
 CV0837* NAVD 88     -      1133.4    (meters)    3718.     (feet)  VERTCON   
 CV0837  ___________________________________________________________________
 CV0837  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 CV0837  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 CV0837
 CV0837  HORZ ORDER  -  FIRST
 CV0837
 CV0837.The horizontal coordinates were established by classical geodetic methods
 CV0837.and adjusted by the National Geodetic Survey in February 1996..
 CV0837
 CV0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0837
 CV0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0837
 CV0837.The geoid height was determined by GEOID03.
 CV0837
 CV0837;                    North         East     Units Scale Factor Converg.
 CV0837;SPC TXNC     - 2,143,372.218   177,052.727   MT  0.99987721   -2 27 57.6
 CV0837;SPC TXNC     - 7,032,047.02    580,880.49   sFT  0.99987721   -2 27 57.6
 CV0837;SPC NM E     -   208,932.226   287,759.278   MT  1.00009485   +0 42 44.0
 CV0837;SPC NM E     -   685,471.81    944,090.23   sFT  1.00009485   +0 42 44.0
 CV0837;UTM  13      - 3,639,442.095   685,095.257   MT  1.00002245   +1 04 27.6
 CV0837
 CV0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0837!SPC TXNC     -   0.99982549  x   0.99987721  =   0.99970272
 CV0837!SPC NM E     -   0.99982549  x   1.00009485  =   0.99992033
 CV0837!UTM  13      -   0.99982549  x   1.00002245  =   0.99984794
 CV0837
 CV0837:                Primary Azimuth Mark                     Grid Az
 CV0837:SPC TXNC     -  TEXPAC AZ MK                             024 57 38.7
 CV0837:SPC NM E     -  TEXPAC AZ MK                             021 46 57.1
 CV0837:UTM  13      -  TEXPAC AZ MK                             021 25 13.5
 CV0837
 CV0837|---------------------------------------------------------------------|
 CV0837| PID    Reference Object                     Distance      Geod. Az  |
 CV0837|                                                           dddmmss.s |
 CV0837| CH9738 TEXPAC AZ MK                                       0222941.1 |
 CV0837| CH9739 TEXPAC AZ MK 2                                     1175728.0 |
 CV0837| CH9742 TEXPAC RM 3                                        1281724.5 |
 CV0837| CH9740 TEXPAC RM 1                          32.440 METERS 14904     |
 CV0837| CV0843 HOBBS CABLEVISION MAST              APPROX.21.2 KM 2015924.9 |
 CV0837| CV0846 HOBBS E MUNICIPAL TANK              APPROX.21.7 KM 2095536.5 |
 CV0837| CV0844 HOBBS MUNICIPAL TANK                APPROX.21.7 KM 2095748.6 |
 CV0837| CV0849 HOBBS N MUNICIPAL TANK              APPROX.20.5 KM 2124939.5 |
 CV0837| CH9741 TEXPAC RM 2                          27.322 METERS 23713     |
 CV0837|---------------------------------------------------------------------|
 CV0837
 CV0837                          SUPERSEDED SURVEY CONTROL
 CV0837
 CV0837  NAD 83(1993)-  32 52 39.00522(N)    103 01 17.32952(W) AD(       ) 1
 CV0837  NAD 83(1986)-  32 52 39.00941(N)    103 01 17.32685(W) AD(       ) 1
 CV0837  NAD 27      -  32 52 38.63900(N)    103 01 15.54700(W) AD(       ) 1
 CV0837  NGVD 29 (07/19/86) 1133.0    (m)         3717.     (f) VERT ANG       
 CV0837
 CV0837.Superseded values are not recommended for survey control.
 CV0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0837.See file dsdata.txt to determine how the superseded data were derived.
 CV0837
 CV0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS8509539442(NAD 83)
 CV0837_MARKER: DS = TRIANGULATION STATION DISK
 CV0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0837
 CV0837  HISTORY     - Date     Condition        Report By
 CV0837  HISTORY     - 1935     MONUMENTED       CGS
 CV0837  HISTORY     - 1938     GOOD             CGS
 CV0837  HISTORY     - 1944     GOOD             CGS
 CV0837  HISTORY     - 1968     GOOD             CGS
 CV0837  HISTORY     - 1969     GOOD             CGS
 CV0837  HISTORY     - 1969     GOOD             CGS
 CV0837  HISTORY     - 1973     GOOD             NGS
 CV0837  HISTORY     - 1978     GOOD             DMA
 CV0837
 CV0837                          STATION DESCRIPTION
 CV0837
 CV0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CV0837'ABOUT 23-1/2 MILES NORTHWEST OF SEMINOLE, IN SECTION 23, BLOCK
 CV0837'A 7, ON THE HIGHEST GROUND IN A PASTURE OWNED BY THE J RANCH,
 CV0837'0.6 MILE NORTHWEST OF A LONE WINDMILL, AND 1.5 MILES SOUTH OF A
 CV0837'GRADED ROAD.  TO REACH FROM THE INTERSECTION OF TEXAS STATE
 CV0837'HIGHWAYS 51 AND 15 IN SEMINOLE, GO NORTHWEST 1.0 MILE ON STATE
 CV0837'HIGHWAY 15, LEAVE STATE HIGHWAY 15 CONTINUING NORTHWEST ON
 CV0837'GRADED ROAD AND GO 13.2 MILES TO A CROSS ROAD AND TRAIL, GO
 CV0837'NORTHWEST ON MAIN GRADED ROAD 2.0 MILES, GO WEST ON MAIN ROAD
 CV0837'4.0 MILES, GO NORTHWEST 2.8 MILES TO GATE LEADING TO
 CV0837'RESIDENCE OF B.B. CURRY WHO IS MANAGER OF J. RANCH, GO WEST ON
 CV0837'THE MAIN ROAD 4.5 MILES TO A WINDMILL ON THE NORTH SIDE OF
 CV0837'THE ROAD AND A GATE ON THE SOUTH, PASS THROUGH GATE AND GO
 CV0837'SOUTHWEST AND SOUTH ON A TRAIL 1.6 MILES, LEAVE THE TRAIL,
 CV0837'TURN RIGHT AND GO 0.4 MILE WEST ACROSS PASTURE LAND TO THE
 CV0837'HIGHEST GROUND AND STATION.  THE SURFACE, UNDERGROUND,
 CV0837'REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 CV0837'CONCRETE.  REFERENCE MARK
 CV0837'NO. 1 IS 106.45 FEET FROM STATION
 CV0837'AND NO. 2 IS 89.67 FEET FROM STATION.
 CV0837'THE AZIMUTH MARK IS 2-1/2 FEET SOUTH OF THE SOUTH
 CV0837'RIGHT-OF-WAY FENCE ALONG A GRADED HIGHWAY, 17 FEET WEST OF THE
 CV0837'WEST GATE POST WHICH IS ACROSS THE ROAD SOUTH FROM A WINDMILL
 CV0837'AND TANK, AND 1.8 MILES FROM STATION.
 CV0837
 CV0837                          STATION RECOVERY (1944)
 CV0837
 CV0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 CV0837'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CV0837'DESCRIPTION SHOULD BE CHANGED TO READ AS FOLLOWS--
 CV0837'
 CV0837'ABOUT 23-1/2 MILES NW OF SEMINOLE, IN SECTION 23, BLOCK A 7,
 CV0837'ON THE HIGHEST GROUND IN A PASTURE OWNED BY THE J RANCH, 0.6
 CV0837'MILE NW OF A LONE WINDMILL, AND 1.5 MILES S OF A GRADED ROAD.
 CV0837'
 CV0837'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 214 AND U.S.
 CV0837'HIGHWAY 180 IN SEMINOLE, GO N ON STATE HIGHWAY NO. 214 FOR 11.7
 CV0837'MILES, TURN LEFT, W, ONTO A GRADED ROAD PARALLELING THE TELEPHONE
 CV0837'LINE AND GO 8.0 MILES TO A STONE GATEWAY ON THE RIGHT AND A ROAD
 CV0837'LEADING TO RANCHO DOS CASAS, CONTINUE N AND W ON THE GRADED
 CV0837'ROAD 6.9 MILES TO A WINDMILL ON THE NORTH SIDE OF THE ROAD AND
 CV0837'A GATE ON THE SOUTH, PASS THROUGH GATE AND GO SW AND S ON A
 CV0837'TRACK ROAD 1.6 MILES, LEAVE THE ROAD, TURN RIGHT AND GO 0.4
 CV0837'MILE W ACROSS THE PASTURE LAND TO THE HIGHEST GROUND AND
 CV0837'STATION.
 CV0837'
 CV0837'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CV0837'STANDARD DISCS SET IN CONCRETE.
 CV0837'
 CV0837'REFERENCE MARK NO. 1 IS 106.45 FEET FROM STATION
 CV0837'AND REFERENCE MARK NO. 2 IS 89.67 FEET FROM
 CV0837'STATION.  THE AZIMUTH MARK IS 2-1/2 FEET
 CV0837'S OF SOUTH RIGHT-OF-WAY FENCE ALONG A GRADED HIGHWAY, 17 FEET
 CV0837'W OF THE WEST GATE POST WHICH IS ACROSS THE ROAD S FROM A
 CV0837'WINDMILL AND TANK, AND 1.8 MILES FROM STATION.
 CV0837'DISTANCE TO REFERENCE MARKS WERE NOT CHECKED.
 CV0837
 CV0837                          STATION RECOVERY (1968)
 CV0837
 CV0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0837'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CV0837'IN GOOD CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 CV0837'THE MARK MAY HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION AS THE
 CV0837'RIGHT-OF-WAY HAS BEEN WIDENED AND BLACKTOP LAID.
 CV0837'
 CV0837'STATION IS ABOUT 13 MILES SOUTHWEST OF DENVER CITY, 13-1/2
 CV0837'MILES NORTHEAST OF HOBBS, ON THE HIGHEST GROUND OF PASTURE LAND.
 CV0837'AN ALTERNATE ROUTE TO REACH STATION IS AS FOLLOWS--TO REACH
 CV0837'FROM THE JUNCTION OF U.S. HIGHWAYS 62-180 BUSINESS AND BY-PASS
 CV0837'WHICH IS ABOUT 0.8 MILE EAST OF DOWNTOWN HOBBS, GO NORTH AND EAST
 CV0837'ALONG U.S. HIGHWAY 180 FOR 7.05 MILES TO A SIDE ROAD ON LEFT.
 CV0837'TURN LEFT, NORTH, GO 10.1 MILES TO CATTLE GUARDS ON BOTH SIDES
 CV0837'OF THE ROAD.  TURN LEFT, WEST, GO 0.3 MILE TO A CROSSROAD,
 CV0837'TURN RIGHT, NORTH, GO 0.05 MILE TO A CROSSROAD.  TURN LEFT,
 CV0837'WEST, GO 0.1 MILE TO AN OIL WELL.  TURN RIGHT, NORTH, GO
 CV0837'0.3 MILE, THENCE LEAVE ROAD, GO NORTHWEST 0.05 MILE TO
 CV0837'STATION.
 CV0837'
 CV0837'STATION MARK, A STANDARD DISK, STAMPED TEXPAC 1935 IS SET IN A
 CV0837'12 IN X 12 IN CONCRETE POST WHICH PROJECTS 10 INCHES ABOVE
 CV0837'GROUND.  IT IS 1 FOOT WEST OF A METAL WITNESS POST.
 CV0837'
 CV0837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13-1/2
 CV0837'MILES NORTHEAST OF HOBBS, NEW MEXICO.  IN SECTION 23, BLOCK A-7.
 CV0837
 CV0837                          STATION RECOVERY (1969)
 CV0837
 CV0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0837'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 CV0837'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CV0837'WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED THE MARK WAS
 CV0837'DESTROYED BY ROAD CONSTRUCTION.  THE DIRECTION BETWEEN THE
 CV0837'REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK NO. 1
 CV0837'CHECKED BUT A DIFFERENCE OF -0.10 FEET WAS FOUND IN THE
 CV0837'MEASUREMENT TO REFERENCE MARK NO. 2.
 CV0837'
 CV0837'A NEW AZIMUTH MARK 2 WAS SET.  (OBSERVATIONS REJECTED)
 CV0837'
 CV0837'FOLLOWING IS A COMPLETE DESCRIPTION.
 CV0837'
 CV0837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 CV0837'STATE HIGHWAY 18 GOING SOUTH IN HOBBS, NEW MEXICO, GO NORTHEAST
 CV0837'ON U.S. HIGHWAY 62 FOR 4.9 MILES TO THE STATE LINE.  CONTINUE
 CV0837'EASTERLY ON U.S. HIGHWAY 62 FOR 2.6 MILES TO A SIDE ROAD ON THE LEFT.
 CV0837'TURN LEFT AND GO NORTH ON A SURFACED ROAD FOR 9.9 MILES TO
 CV0837'A CROSSROAD AT CATTLE GUARDS AND THE AZIMUTH MARK ON THE
 CV0837'LEFT.  TURN LEFT AND GO WEST ON A BLADED ROAD FOR 0.25 MILE TO A
 CV0837'CROSSROAD.  TURN RIGHT AND GO NORTH ON A BLADED ROAD FOR 0.1
 CV0837'MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A BLADED
 CV0837'ROAD FOR 0.1 MILE TO AN OIL WELL.  TURN RIGHT AND GO
 CV0837'NORTH ON A BLADED ROAD FOR 0.3 MILE, THEN LEAVE THE ROAD AND
 CV0837'GO NORTHWEST ACROSS PASTURE FOR 0.05 MILE TO STATION
 CV0837'SITE.
 CV0837'
 CV0837'STATION MARK, A STANDARD DISK STAMPED TEXPAC 1935, IS SET IN
 CV0837'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT
 CV0837'IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 CV0837'WAS NOT INSPECTED.
 CV0837'
 CV0837'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TEXPAC NO. 1 1935,
 CV0837'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 CV0837'
 CV0837'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TEXPAC NO. 2 1935,
 CV0837'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 CV0837'INCHES.
 CV0837'
 CV0837'AZIMUTH MARK 2, A STANDARD DISK STAMPED TEXPAC 1935 1969, IS SET
 CV0837'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 CV0837'IT IS 65 FEET WEST OF THE CENTER OF THE SURFACED ROAD, 23 FEET
 CV0837'SOUTH OF THE CENTER OF THE BLADED ROAD, 15.5 FEET SOUTH OF THE
 CV0837'SOUTHEAST CORNER OF A CATTLE GUARD, 1 FOOT NORTH OF A METAL
 CV0837'WITNESS POST, AND 1 FOOT WEST OF A FENCE.
 CV0837'
 CV0837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13-1/2
 CV0837'MILES NORTHEAST OF HOBBS, N.M.
 CV0837
 CV0837                          STATION RECOVERY (1969)
 CV0837
 CV0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0837'THE STATION MARK, REFERENCE MARKS NO. 1, AND NO. 2 WERE RECOVERED
 CV0837'IN GOOD CONDITION.  THE 1935 AZIMUTH MARK WAS NOT FOUND.  IT WAS
 CV0837'PROBABLY DESTROYED WHEN ROAD RIGHT-OF-WAY WAS WIDENED.  DUE TO NOT
 CV0837'HAVING A 1969 RECOVERY NOTE DESCRIPTION AVAILABLE AT TIME OF
 CV0837'RECOVERY.  IT WAS NOT KNOWN AN AZIMUTH MARK HAD BEEN SET PRIOR TO
 CV0837'RECOVERY BY THIS PARTY.  THE SECOND AZIMUTH MARK WAS NOT FOUND UNTIL
 CV0837'AFTER A THIRD AZIMUTH MARK WAS SET AND ITS AZIMUTH WAS
 CV0837'DETERMINED BY POLARIS OBSERVATIONS.  THEREFORE THE AZIMUTH
 CV0837'MARK SET PRIOR TO RECOVERY WAS DESTROYED BY THIS PARTY.
 CV0837'
 CV0837'A COMPLETE DESCRIPTION IS AS FOLLOWS--STATION IS ABOUT 13 MILES
 CV0837'SOUTHWEST OF DENVER CITY, 13-1/2 MILES NORTHEAST OF HOBBS, ON
 CV0837'THE HIGHEST GROUND OF PASTURE LAND.
 CV0837'
 CV0837'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62-180 BUSINESS
 CV0837'AND BY-PASS WHICH IS ABOUT 0.8 MILE EAST OF DOWNTOWN HOBBS, GO
 CV0837'NORTH AND EAST ALONG U.S. HIGHWAY 180 FOR 7.05 MILES TO A SIDE
 CV0837'ROAD ON THE LEFT.  TURN LEFT, NORTH, GO 10.0 MILES TO CATTLE
 CV0837'GUARDS ON BOTH SIDES OF ROAD.  (TO REACH AZIMUTH MARK, TURN
 CV0837'RIGHT, EAST, GO 0.3 MILE TO MARK ON RIGHT.) TURN LEFT, WEST, GO
 CV0837'0.3 MILE TO A CROSSROAD.  TURN RIGHT, NORTH, GO 0.05 MILE TO
 CV0837'A CROSSROAD.  TURN LEFT, WEST, GO 0.1 MILE TO AN OIL
 CV0837'WELL.  TURN RIGHT, NORTH, GO 0.3 MILE, THENCE LEAVE ROAD, GO
 CV0837'NORTHWEST 0.05 MILE TO THE STATION.
 CV0837'
 CV0837'STATION MARK, A STANDARD DISK, STAMPED TEXPAC 1935, IS SET IN A
 CV0837'12 IN X 12 IN CONCRETE POST WHICH PROJECTS 12 INCHES ABOVE
 CV0837'GROUND.  IT IS 300 FEET WEST OF THE CENTER LINE OF ROAD AND 1 FOOT
 CV0837'SOUTHEAST OF A METAL WITNESS POST.
 CV0837'
 CV0837'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED TEXPAC NO 1 1935,
 CV0837'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 8 INCHES
 CV0837'ABOVE GROUND.
 CV0837'
 CV0837'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED TEXPAC NO 2 1935,
 CV0837'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES
 CV0837'ABOVE GROUND.
 CV0837'
 CV0837'AZIMUTH MARK 3, A STANDARD DISK, STAMPED TEXPAC 1935 1969, IS SET
 CV0837'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 CV0837'GROUND.  IT IS 42 FEET SOUTH OF CENTER LINE OF ROAD, 103 FEET
 CV0837'SOUTHWEST OF A 3-FT. DIAMETER CONCRETE MANHOLE, 16 FEET EAST
 CV0837'OF A POWER LINE POLE, AND 1.5 FEET WEST OF A METAL WITNESS POST.
 CV0837'
 CV0837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13 MILES
 CV0837'SOUTHWEST OF DENVER CITY
 CV0837
 CV0837                          STATION RECOVERY (1973)
 CV0837
 CV0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CV0837'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 CV0837'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED,
 CV0837'IT HAS PREVIOUSLY BEEN REPORTED DESTROYED, APPARENTLY DUE TO
 CV0837'ROAD IMPROVEMENTS.  REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS SET.
 CV0837'
 CV0837'A NEW DESCRIPTION FOLLOWS--
 CV0837'
 CV0837'THE STATION IS LOCATED IN SECTION 23, BLOCK A-7, ABOUT 12 MILES
 CV0837'WEST-SOUTHWEST OF DENVER CITY, 6 MILES SOUTH OF THE YOAKUM-GAINES
 CV0837'COUNTY LINE, 2.6 MILES EAST OF THE NEW MEXICO-TEXAS STATE LINE,
 CV0837'0.4 MILE WEST OF A PAVED ROAD, AT THE HIGHEST PART OF A PASTURE
 CV0837'OWNED BY THE HIGGINBOTHAM CATTLE COMPANY.
 CV0837'
 CV0837'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 2055 AND
 CV0837'STATE HIGHWAY 83 AT THE SOUTH END OF MAIN STREET IN DENVER CITY,
 CV0837'GO SOUTH ON FARM ROAD 2055 FOR 3.5 MILES, THENCE WEST 6.0 MILES,
 CV0837'THENCE SOUTH 1.0 MILE TO THE JUNCTION WITH FARM ROAD 1757*,
 CV0837'TURN RIGHT AND GO WEST ON FARM ROAD 1757 FOR 4.9 MILES TO A PAVED
 CV0837'SIDE ROAD LEFT AND SIGN, FRED BARRETT ROAD, TURN LEFT AND GO
 CV0837'SOUTH ON PAVED ROAD 2.0 MILES TO A BLADED CROSSROAD (PRIVATE)
 CV0837'AND REFERENCE MARK NO. 3 (AZIMUTH MARK) ON THE LEFT AS
 CV0837'DESCRIBED.  TURN RIGHT, CROSS CATTLE GUARD AND GO WEST ON PRIVATE
 CV0837'ROAD 0.3 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH 0.1
 CV0837'MILE, THENCE LEFT, WEST, 0.1 MILE, THENCE NORTH 0.3 MILE TO
 CV0837'THE HIGHEST PART OF THE PASTURE AND THE STATION ON THE LEFT AS
 CV0837'DESCRIBED.
 CV0837'
 CV0837'*THE HIGGINBOTHAM RANCH HEADQUARTERS IS 0.3 MILE NORTH OF THIS
 CV0837'JUNCTION ON THE WEST SIDE OF THE ROAD.  THE RANCH IS MANAGED
 CV0837'BY MR. BURL BARRON, WHO LIVES AT THE HEADQUARTERS.
 CV0837'
 CV0837'THE STATION MARK IS A STANDARD DISK STAMPED TEXPAC 1935, SET
 CV0837'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT IS
 CV0837'299 FEET WEST OF THE CENTER OF THE FIELD ROAD, AND 4.2 FEET WEST
 CV0837'OF A METAL WITNESS POST.
 CV0837'
 CV0837'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED TEXPAC NO 1 1935,
 CV0837'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT
 CV0837'IS 254 FEET WEST OF THE CENTER OF THE FIELD ROAD, AND 104 FEET
 CV0837'SOUTHEAST OF THE METAL WITNESS POST.
 CV0837'
 CV0837'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED TEXPAC NO 2 1935,
 CV0837'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 CV0837'385 FEET WEST OF THE CENTER OF THE FIELD ROAD, AND 92 FEET SOUTH
 CV0837'OF THE METAL WITNESS POST.
 CV0837'
 CV0837'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 CV0837'TEXPAC 1935 NO 3 1973, SET IN A ROUND CONCRETE MONUMENT WHICH
 CV0837'PROJECTS 8-INCHES.  IT IS 71 FEET EAST OF THE CENTER OF THE PAVED
 CV0837'ROAD, 18 FEET NORTH OF THE CENTER OF THE PRIVATE ROAD EAST, 19
 CV0837'FEET NORTHWEST OF THE CENTER OF THE CATTLE GUARD, 1 FOOT
 CV0837'SOUTHWEST OF A FENCE, AND 3 FEET SOUTH OF A METAL WITNESS POST.
 CV0837'
 CV0837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MILES
 CV0837'WSW OF DENVER CITY
 CV0837
 CV0837                          STATION RECOVERY (1978)
 CV0837
 CV0837'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (CP)
 CV0837'TEXPAC RECOVERED GOOD.
 CV0837'
 CV0837'NO 1 AND NO 2 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1644 ***********************************************************************
 FL1644  DESIGNATION -  TEXROY
 FL1644  PID         -  FL1644
 FL1644  STATE/COUNTY-  TX/HUTCHINSON
 FL1644  USGS QUAD   -  PHILLIPS (1978)
 FL1644
 FL1644                         *CURRENT SURVEY CONTROL
 FL1644  ___________________________________________________________________
 FL1644* NAD 83(1993)-  35 39 01.03746(N)    101 19 36.98914(W)     ADJUSTED  
 FL1644* NAVD 88     -       949.     (meters)    3114.     (feet)  SCALED    
 FL1644  ___________________________________________________________________
 FL1644  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 FL1644  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 FL1644
 FL1644  HORZ ORDER  -  THIRD
 FL1644
 FL1644.The horizontal coordinates were established by classical geodetic methods
 FL1644.and adjusted by the National Geodetic Survey in February 1996..
 FL1644
 FL1644.The orthometric height was scaled from a topographic map.
 FL1644
 FL1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1644
 FL1644.The geoid height was determined by GEOID03.
 FL1644
 FL1644;                    North         East     Units Scale Factor Converg.
 FL1644;SPC TX N     - 1,183,092.069   215,670.922   MT  0.99991907   +0 06 01.1
 FL1644;SPC TX N     - 3,881,527.90    707,580.35   sFT  0.99991907   +0 06 01.1
 FL1644;UTM  14      - 3,947,655.490   289,337.562   MT  1.00014690   -1 21 24.2
 FL1644
 FL1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1644!SPC TX N     -   0.99985522  x   0.99991907  =   0.99977430
 FL1644!UTM  14      -   0.99985522  x   1.00014690  =   1.00000210
 FL1644
 FL1644|---------------------------------------------------------------------|
 FL1644| PID    Reference Object                     Distance      Geod. Az  |
 FL1644|                                                           dddmmss.s |
 FL1644| CJ8640 TEXROY RM 1                           7.445 METERS 14745     |
 FL1644| FL1663 BORGER JM HUBER CORP WATER TK       APPROX. 7.0 KM 2674513.9 |
 FL1644| CJ8641 TEXROY RM 2                           7.393 METERS 28854     |
 FL1644| FL1661 BORGER MUNICIPAL TANK               APPROX. 6.0 KM 2925538.0 |
 FL1644| FL1660 BORGER RADIO STATION KHUZ MAST      APPROX. 6.6 KM 3050413.3 |
 FL1644| CJ8639 TEXROY AZ MK                                       3063710.8 |
 FL1644| FL1662 BORGER MUNICIPAL AIRPORT BCN        APPROX. 7.9 KM 3081437.3 |
 FL1644|---------------------------------------------------------------------|
 FL1644
 FL1644                          SUPERSEDED SURVEY CONTROL
 FL1644
 FL1644  NAD 83(1993)-  35 39 01.03900(N)    101 19 36.98705(W) AD(       ) 3
 FL1644  NAD 83(1986)-  35 39 01.04457(N)    101 19 36.97863(W) AD(       ) 3
 FL1644  NAD 27      -  35 39 00.88900(N)    101 19 35.39500(W) AD(       ) 3
 FL1644
 FL1644.Superseded values are not recommended for survey control.
 FL1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1644.See file dsdata.txt to determine how the superseded data were derived.
 FL1644
 FL1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8933847655(NAD 83)
 FL1644_MARKER: DS = TRIANGULATION STATION DISK
 FL1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1644_STAMPING: TEXROY 1951
 FL1644_MARK LOGO: CGS   
 FL1644_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1644+STABILITY: SURFACE MOTION
 FL1644
 FL1644  HISTORY     - Date     Condition        Report By
 FL1644  HISTORY     - 1951     MONUMENTED       CGS
 FL1644  HISTORY     - 19850829 GOOD             NGS
 FL1644
 FL1644                          STATION DESCRIPTION
 FL1644
 FL1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1644'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE HIGHWAY
 FL1644'152, ON A PROMINENT RIDGE BETWEEN DIXON CREEK AND BEAR CREEK,
 FL1644'ABOUT 3 MILES EAST SOUTHEAST OF BORGER, 40 FEET SOUTH OF THE
 FL1644'CENTERLINE OF STATE HIGHWAY 152, ABOUT 10 FEET NORTH OF AN
 FL1644'EAST-WEST FENCELINE AND 7 FEET NORTH OF A WHITE WITNESS POST.
 FL1644'
 FL1644'TO REACH, FROM THE JUNCTION OF STATE HIGHWAY 117 (BUSINESS
 FL1644'ROUTE) AND STATE HIGHWAY 152 IN BORGER, GO EAST, ON STATE
 FL1644'HIGHWAY 152, FOR 2.9 MILES TO THE AZIMUTH MARK.  CONTINUE EAST,
 FL1644'ON STATE HIGHWAY 152, FOR 1.0 MILE TO THE STATION.
 FL1644'
 FL1644'THE STATION MARK IS A STANDARD DISK, STAMPED TEXROY 1951,
 FL1644'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1644'PROJECTS ABOUT 4 INCHES.
 FL1644'
 FL1644'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED TEXROY
 FL1644'NO 1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1644'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 6 INCHES LOWER
 FL1644'THAN THE STATION.  IT IS LOCATED 48 FEET SOUTH OF THE CENTERLINE
 FL1644'OF STATE HIGHWAY 152, ABOUT 6 FEET WEST OF A TELEPHONE POLE
 FL1644'AND 3 FEET NORTH OF AN EAST-WEST FENCELINE.
 FL1644'
 FL1644'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED TEXROY
 FL1644'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1644'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1644'AS THE STATION.  IT IS LOCATED 47 FEET SOUTH OF THE CENTERLINE
 FL1644'OF STATE HIGHWAY 152 AND 4 FEET NORTH OF AN EAST-WEST FENCELINE.
 FL1644'
 FL1644'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TEXROY 1951,
 FL1644'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1644'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED 40 FEET SOUTH OF THE
 FL1644'CENTERLINE OF STATE HIGHWAY 152, ABOUT 4 FEET NORTH OF AN
 FL1644'EAST-WEST FENCELINE AND 15 FEET HIGHER THAN THE HIGHWAY.
 FL1644'
 FL1644'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1644
 FL1644                          STATION RECOVERY (1985)
 FL1644
 FL1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FL1644'THE STATION MARK AND REFERENCE MARK 2 WAS FOUND LEANING.  THE MARKS
 FL1644'WERE RE-PLANTED.  REFERENCE MARK 2 WAS RE-PLANTED IN THE SAME HOLE AND
 FL1644'THE STATION WAS PLUMBED OVER THE STATION UNDERGROUND.  THE AZIMUTH
 FL1644'MARK WAS NOT FOUND AND A NEW ONE WAS SET.  REFERENCE MARK 1 WAS FOUND
 FL1644'IN GOOD CONDITION.  THE KHUZ MAST IS NOW CALLED KQTY RADIO MAST.  THE
 FL1644'STATION IS LOCATED 4.80 KM (3.00 MI) SOUTHEAST OF BORGER ALONG THE
 FL1644'SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 152.  IT IS ON A HIGH CUT BANK
 FL1644'ACROSS THE HIGHWAY FROM GIRLS TOWN USA.  TO REACH FROM THE JUNCTION OF
 FL1644'STATE HIGHWAY 246 AND STATE HIGHWAY 152 IN EAST BORGER, GO EASTERLY ON
 FL1644'STATE HIGHWAY 152 FOR 4.32 KM (2.70 MI) TO THE AZIMUTH MARK ON THE
 FL1644'LEFT.  CONTINUE EASTERLY ON STATE HIGHWAY 152 FOR 1.23 KM (0.75 MI) TO
 FL1644'A CUT BANK AND THE STATION ON THE RIGHT.  STATION MARK,
 FL1644'STAMPED---TEXROY 1951---, IS A STANDARD CGS DISK SET IN TOP OF A ROUND
 FL1644'CONCRETE MONUMENT THAT PROJECTS 4-INCHES.  IT IS 18.29 METERS (60.01
 FL1644'FT) SOUTH OF THE CENTER OF THE EAST BOUND LANE OF STATE HIGHWAY 152,
 FL1644'12.19 METERS (39.99 FT) NORTH OF A POWER POLE AND 3.05 METERS (10.01
 FL1644'FT) NORTH OF A FENCE.  REFERENCE MARK 1, STAMPED---TEXROY NO 1
 FL1644'1951---, IS A STANDARD DISK SET IN TOP OF A SQUARE CONCRETE MONUMENT
 FL1644'PROJECTING 2-INCHES.  IT IS 20.42 METERS (66.99 FT) SOUTH OF THE
 FL1644'CENTER OF THE EAST BOUND LANE OF STATE HIGHWAY 152, 9.75 METERS (31.99
 FL1644'FT) NORTH OF A POWER POLE AND 0.91 METERS (2.99 FT) NORTH OF A FENCE.
 FL1644'REFERENCE MARK 2, STAMPED---TEXROY NO 2 1951---, IS A STANDARD DISK
 FL1644'SET IN TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 FL1644'20.42 METERS (66.99 FT) SOUTH OF THE EAST BOUND LANE, 10.67 METERS
 FL1644'(35.01 FT) NORTH-NORTHEAST OF THE POWER POLE AND 1.07 METERS (3.51 FT)
 FL1644'NORTH OF THE FENCE.  AZIMUTH MARK 2, STAMPED---TEXROY NO 2 1951
 FL1644'1985---, IS AN NGS DISK SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH
 FL1644'WIT HTHE GROUND.  IT IS 21.03 METERS (69.00 FT) NORTHEAST OF THE
 FL1644'CENTER OF THE WEST BOUND LANE OF STATE HIGHWAY 152, 3.96 METERS (12.99
 FL1644'FT) SOUTHWEST OF A FENCE AND 3.63 METERS (11.91 FT) SOUTHWEST OF A
 FL1644'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6723 ***********************************************************************
 AW6723  DESIGNATION -  TEXTILE HL P 1938
 AW6723  PID         -  AW6723
 AW6723  STATE/COUNTY-  TX/HARRIS
 AW6723  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6723
 AW6723                         *CURRENT SURVEY CONTROL
 AW6723  ___________________________________________________________________
 AW6723* NAD 83(1993)-  29 49 11.70564(N)    095 22 34.03891(W)     ADJUSTED  
 AW6723* NAVD 88     -        41.30   (+/-2cm)     135.5    (feet)  VERTCON   
 AW6723  ___________________________________________________________________
 AW6723  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6723  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW6723
 AW6723  HORZ ORDER  -  FIRST
 AW6723  VERT ORDER  -  THIRD ? (See Below)
 AW6723
 AW6723.The horizontal coordinates were established by classical geodetic methods
 AW6723.and adjusted by the National Geodetic Survey in February 1996..
 AW6723
 AW6723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6723.The vertical order pertains to the NGVD 29 superseded value.
 AW6723
 AW6723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6723
 AW6723.The geoid height was determined by GEOID03.
 AW6723
 AW6723;                    North         East     Units Scale Factor Converg.
 AW6723;SPC TXSC     - 4,225,594.532   950,192.648   MT  0.99989895   +1 46 31.4
 AW6723;SPC TXSC     -13,863,471.39  3,117,423.71   sFT  0.99989895   +1 46 31.4
 AW6723;UTM  15      - 3,301,199.621   270,382.393   MT  1.00025056   -1 10 55.6
 AW6723
 AW6723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6723!SPC TXSC     -   0.99999782  x   0.99989895  =   0.99989677
 AW6723!UTM  15      -   0.99999782  x   1.00025056  =   1.00024838
 AW6723
 AW6723:                Primary Azimuth Mark                     Grid Az
 AW6723:SPC TXSC     -  HOGG HL P 1938                           194 26 57.5
 AW6723:UTM  15      -  HOGG HL P 1938                           197 24 24.5
 AW6723
 AW6723|---------------------------------------------------------------------|
 AW6723| PID    Reference Object                     Distance      Geod. Az  |
 AW6723|                                                           dddmmss.s |
 AW6723| AW6721 HOGG HL P 1938                      APPROX. 3.5 KM 1961328.9 |
 AW6723|---------------------------------------------------------------------|
 AW6723
 AW6723                          SUPERSEDED SURVEY CONTROL
 AW6723
 AW6723  NAD 83(1986)-  29 49 11.72018(N)    095 22 34.02015(W) AD(       ) 1
 AW6723  NAD 27      -  29 49 10.90590(N)    095 22 33.24334(W) AD(       ) 1
 AW6723  NGVD 29 (07/19/86)   41.30   (m)          135.5    (f) LEVELING    3  
 AW6723
 AW6723.Superseded values are not recommended for survey control.
 AW6723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6723.See file dsdata.txt to determine how the superseded data were derived.
 AW6723
 AW6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7038201200(NAD 83)
 AW6723_MARKER: DD = SURVEY DISK
 AW6723_SETTING: 0 = UNSPECIFIED SETTING
 AW6723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6723
 AW6723  HISTORY     - Date     Condition        Report By
 AW6723  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6723  HISTORY     - 1968     GOOD             CGS
 AW6723
 AW6723                          STATION DESCRIPTION
 AW6723
 AW6723'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938 (JMC)
 AW6723'STATION IS LOCATED ON THE HOUSTON TEXTILE MILLS BUILDING
 AW6723'AT THE H.B. AND T. R.R. CROSSING ON FULTON.  IT IS ON THE
 AW6723'ROOF OF THE ELEVATOR PENTHOUSE ON THE WESTERN 5-STORY WING.
 AW6723'IT IS MARKED BY A STANDARD H.L. AND P. BRONZE DISK STAMPED
 AW6723'TEXTILE, AND IS SET INTO THE ROOF AND EMBEDDED IN CONCRETE,
 AW6723'5.91 FEET FROM THE NORTH EDGE AND 8.95 FEET FROM THE WEST
 AW6723'EDGE OF THE PENTHOUSE ROOF.
 AW6723
 AW6723                          STATION RECOVERY (1968)
 AW6723
 AW6723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6723'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF THE CENTER OF THE
 AW6723'BUSINESS AREA OF HOUSTON, 1/2 MILE NORTH OF THE INTERCHANGE OF
 AW6723'INTERSTATE 610 (NORTH LOOP) AND INTERSTATE 45 (U.S. HIGHWAY 75)
 AW6723'AND ON THE ROOF OF THE ELEVATOR MOTOR HOUSE ATOP THE WEST ONE OF
 AW6723'TWO 5 STORY BUILDINGS AT 6823 FULTON STREET.  THE BUILDINGS ARE
 AW6723'OWNED BY THE HOUSTON TEXTILE COMPANY.
 AW6723'
 AW6723'THE STATION MARK IS A STANDARD HOUSTON LIGHTING AND POWER COMPANY
 AW6723'TRIANGULATION STATION DISK THAT IS UN-STAMPED.  IT IS SET IN TAR IN
 AW6723'THE CENTER OF THE 12 BY 18 FOOT ELEVATOR SHAFT MOTOR HOUSE ROOF.
 AW6723'
 AW6723'TO REACH THE (AZIMUTH MARK) HOUSTON CITY SURVEY MARK FROM THE
 AW6723'ENTRANCE TO THE HOUSTON TEXTILE COMPANY, 6823 FULTON STREET, GO
 AW6723'SOUTH AND EAST ON FULTON STREET FOR 0.2 MILE TO THE MARK ON THE
 AW6723'RIGHT NEAR THE WEST ENTRANCE GATE OF THE THEODORE ROOSEVELT
 AW6723'ELEMENTARY SCHOOL AT 6700 FULTON STREET.
 AW6723'
 AW6723'MARK 5360-1402 (HCS) (AZIMUTH MARK) IS A STANDARD HOUSTON CITY SURVEY
 AW6723'TRIANGULATION STATION DISK STAMPED 5360-1402.  IT IS 114.5 FEET
 AW6723'SOUTHEAST OF THE CENTER OF STOKES STREET AT A POINT WHERE IT
 AW6723'JUNCTIONS WITH THE SOUTH EDGE OF FULTON STREET, 67.9 FEET
 AW6723'WEST-NORTHWEST OF THE WEST ENTRANCE GATE TO THE THEODORE
 AW6723'ROOSEVELET ELEMENTARY SCHOOL, 31.5 FEET SOUTH OF THE CENTER OF
 AW6723'FULTON STREET AND 8.2 FEET NORTH OF A CHAIN LINK FENCE.  THE
 AW6723'MARK IS A 9-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS ABOUT
 AW6723'10 INCHES BELOW THE GROUND SURFACE AND SET IN THE NARROW STRIP
 AW6723'OF GROUND BETWEEN THE SOUTH CURB OF FULTON STREET AND THE NORTH
 AW6723'EDGE OF THE SIDEWALK ALONG THE SOUTH EDGE OF FULTON STREET.
 AW6723'
 AW6723'HEIGHT OF LIGHT ABOVE STATION MARK 3.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1275 ***********************************************************************
 AJ1275  DESIGNATION -  THALA
 AJ1275  PID         -  AJ1275
 AJ1275  STATE/COUNTY-  TX/BROOKS
 AJ1275  USGS QUAD   -  PALOMAS RANCH SE (1968)
 AJ1275
 AJ1275                         *CURRENT SURVEY CONTROL
 AJ1275  ___________________________________________________________________
 AJ1275* NAD 83(1993)-  27 00 40.04118(N)    098 19 51.20047(W)     ADJUSTED  
 AJ1275* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 AJ1275  ___________________________________________________________________
 AJ1275  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AJ1275  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AJ1275
 AJ1275  HORZ ORDER  -  THIRD
 AJ1275
 AJ1275.The horizontal coordinates were established by classical geodetic methods
 AJ1275.and adjusted by the National Geodetic Survey in February 1996..
 AJ1275
 AJ1275.The orthometric height was scaled from a topographic map.
 AJ1275
 AJ1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1275
 AJ1275.The geoid height was determined by GEOID03.
 AJ1275
 AJ1275;                    North         East     Units Scale Factor Converg.
 AJ1275;SPC TX S     - 5,148,965.449   316,781.670   MT  0.99989481   +0 04 36.4
 AJ1275;SPC TX S     -16,892,897.48  1,039,307.86   sFT  0.99989481   +0 04 36.4
 AJ1275;UTM  14      - 2,987,843.208   566,380.332   MT  0.99965439   +0 18 14.0
 AJ1275
 AJ1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1275!SPC TX S     -   0.99999233  x   0.99989481  =   0.99988714
 AJ1275!UTM  14      -   0.99999233  x   0.99965439  =   0.99964673
 AJ1275
 AJ1275:                Primary Azimuth Mark                     Grid Az
 AJ1275:SPC TX S     -  THALA AZ MK                              147 13 58.2
 AJ1275:UTM  14      -  THALA AZ MK                              147 00 20.6
 AJ1275
 AJ1275|---------------------------------------------------------------------|
 AJ1275| PID    Reference Object                     Distance      Geod. Az  |
 AJ1275|                                                           dddmmss.s |
 AJ1275| CV3506 THALA AZ MK                                        1471834.6 |
 AJ1275| CV3507 THALA RM 1                           24.251 METERS 17527     |
 AJ1275| CV3508 THALA RM 2                           24.090 METERS 30712     |
 AJ1275|---------------------------------------------------------------------|
 AJ1275
 AJ1275                          SUPERSEDED SURVEY CONTROL
 AJ1275
 AJ1275  NAD 83(1986)-  27 00 40.04842(N)    098 19 51.17123(W) AD(       ) 3
 AJ1275  NAD 27      -  27 00 38.87990(N)    098 19 50.13720(W) AD(       ) 3
 AJ1275
 AJ1275.Superseded values are not recommended for survey control.
 AJ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1275.See file dsdata.txt to determine how the superseded data were derived.
 AJ1275
 AJ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6638087843(NAD 83)
 AJ1275_MARKER: DS = TRIANGULATION STATION DISK
 AJ1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1275
 AJ1275  HISTORY     - Date     Condition        Report By
 AJ1275  HISTORY     - 1961     MONUMENTED       CGS
 AJ1275
 AJ1275                          STATION DESCRIPTION
 AJ1275
 AJ1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1275'THE STATION IS APPROXIMATELY 19-1/2 MILES SOUTHWEST OF FALFURRIAS,
 AJ1275'12-1/2 MILES WEST AND 5 MILES NORTH OF ENCINO, ON PROPERTY
 AJ1275'OWNED BY THE C.A. JONES ESTATE RANCH, ON A SMALL SAND HILL
 AJ1275'IN THE WEST EDGE OF THE NORTH ALTA MESA OIL FIELD.
 AJ1275'
 AJ1275'TO REACH THE STATION FROM THE POST OFFICE IN ENCINO, GO
 AJ1275'SOUTH ON U.S. HIGHWAY 281 FOR 3.6 MILES TO A ROAD RIGHT
 AJ1275'IN THE TOWN OF RACHAL.  TURN RIGHT, WEST, ON FARM ROAD 755
 AJ1275'FOR 7.3 MILES TO A FORK.  BEAR RIGHT, NORTH, ON FARM ROAD
 AJ1275'430 FOR 2.0 MILES.  BEAR LEFT, WEST, ON ROAD 430 AND GO
 AJ1275'3.25 MILES TO WHERE ROAD 430 CURVES LEFT.  CONTINUE STRAIGHT
 AJ1275'AHEAD, WEST, OVER A CATTLE GUARD AND GO 0.15 MILE TO A ROAD
 AJ1275'RIGHT AND A SIGN ON THE RIGHT, HAWN BROTHERS MESTENA OIL
 AJ1275'AND GAS CO..  TURN RIGHT ON THE SAND ROAD AND GO 0.1 MILE
 AJ1275'TO A FORK.  BEAR LEFT AND GO 0.2 MILE TO A ROAD LEFT AND
 AJ1275'A PUMP ON THE RIGHT.  CONTINUE ON THE MAIN ROAD, NORTH AND
 AJ1275'NORTHEAST FOR 3.9 MILES TO A CATTLE GUARD.  CROSS CATTLE
 AJ1275'GUARD AND TURN RIGHT AND GO 0.4 MILE TO A HOUSE.  TURN
 AJ1275'LEFT, NORTH AND GO 0.25 MILE TO A LARGE PUMP ON THE RIGHT.
 AJ1275'CONTINUE ON THE MAIN ROAD FOR 0.4 MILE TO A CROSSROAD.
 AJ1275'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO TWO LARGE
 AJ1275'TANKS ON THE RIGHT.  CONTINUE STRAIGHT AHEAD 0.7 MILE TO A
 AJ1275'FORK.  BEAR RIGHT AND GO 0.85 MILE TO TWO TANKS ON THE
 AJ1275'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A ROAD LEFT,
 AJ1275'JUST AFTER PASSING TELEPHONE LINE.  TURN LEFT AND GO 0.05 MILE
 AJ1275'TO THE AZIMUTH MARK ON THE RIGHT AT A TELEPHONE POLE.
 AJ1275'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A FORK.  BEAR
 AJ1275'RIGHT AND GO 0.05 MILE.  TURN LEFT, LEAVING THE SAND ROAD
 AJ1275'FOR 46 YARDS TO THE STATION ON THE RIGHT.
 AJ1275'
 AJ1275'STATION MARKS ARE STANDARD DISKS STAMPED THALA 1960.  THE
 AJ1275'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1275'3 INCHES.  IT IS 139 FEET NORTH OF THE CENTER OF THE SAND
 AJ1275'ROAD, 2.6 FEET EAST OF A METAL WITNESS POST AND ON THE HIGHEST
 AJ1275'POINT ON THE SAND HILL.  THE UNDERGROUND DISK IS SET IN
 AJ1275'AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE SURFACE
 AJ1275'OF THE GROUND.
 AJ1275'
 AJ1275'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED THALA NO 1
 AJ1275'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AJ1275'INCHES.  IT IS 69 FEET NORTH OF THE CENTER OF THE SAND ROAD
 AJ1275'AND ABOUT 18 INCHES LOWER THAN THE STATION.
 AJ1275'
 AJ1275'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED THALA NO 2
 AJ1275'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AJ1275'INCHES.  IT IS THE SAME ELEVATION AS THE STATION.
 AJ1275'
 AJ1275'AZIMUTH MARK, A STANDARD DISK STAMPED THALA 1960, IS SET
 AJ1275'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AJ1275'125 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD, 2.5
 AJ1275'FEET WEST OF A TELEPHONE POLE AND 2 FEET EAST OF A METAL
 AJ1275'WITNESS POST.
 AJ1275'
 AJ1275'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1275'
 AJ1275'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0985 ***********************************************************************
 EM0985  DESIGNATION -  THALIA
 EM0985  PID         -  EM0985
 EM0985  STATE/COUNTY-  TX/FOARD
 EM0985  USGS QUAD   -  WARRIOR HOLLOW (1983)
 EM0985
 EM0985                         *CURRENT SURVEY CONTROL
 EM0985  ___________________________________________________________________
 EM0985* NAD 83(1993)-  34 00 59.34306(N)    099 32 49.61150(W)     ADJUSTED  
 EM0985* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 EM0985  ___________________________________________________________________
 EM0985  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EM0985  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 EM0985
 EM0985  HORZ ORDER  -  SECOND
 EM0985
 EM0985.The horizontal coordinates were established by classical geodetic methods
 EM0985.and adjusted by the National Geodetic Survey in February 1996..
 EM0985
 EM0985.The orthometric height was scaled from a topographic map.
 EM0985
 EM0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0985
 EM0985.The geoid height was determined by GEOID03.
 EM0985
 EM0985;                    North         East     Units Scale Factor Converg.
 EM0985;SPC TXNC     - 2,261,067.475   503,281.480   MT  1.00001428   -0 34 15.9
 EM0985;SPC TXNC     - 7,418,185.54  1,651,182.66   sFT  1.00001428   -0 34 15.9
 EM0985;UTM  14      - 3,764,118.642   449,484.652   MT  0.99963146   -0 18 21.9
 EM0985
 EM0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0985!SPC TXNC     -   0.99993808  x   1.00001428  =   0.99995236
 EM0985!UTM  14      -   0.99993808  x   0.99963146  =   0.99956956
 EM0985
 EM0985:                Primary Azimuth Mark                     Grid Az
 EM0985:SPC TXNC     -  THALIA MUN TANK                          184 33 30.8
 EM0985:UTM  14      -  THALIA MUN TANK                          184 17 36.8
 EM0985
 EM0985|---------------------------------------------------------------------|
 EM0985| PID    Reference Object                     Distance      Geod. Az  |
 EM0985|                                                           dddmmss.s |
 EM0985| DO0911 THALIA MUN TANK                     APPROX. 3.8 KM 1835914.9 |
 EM0985| CX8799 THALIA RM 1                          24.116 METERS 22714     |
 EM0985| DO0918 CROWELL MUN TANK                    APPROX.16.9 KM 2603457.6 |
 EM0985| CX8800 THALIA RM 2                          21.126 METERS 29811     |
 EM0985| CX8798 THALIA AZ MK                                       3503813.3 |
 EM0985|---------------------------------------------------------------------|
 EM0985
 EM0985                          SUPERSEDED SURVEY CONTROL
 EM0985
 EM0985  NAD 83(1993)-  34 00 59.34348(N)    099 32 49.61155(W) AD(       ) 2
 EM0985  NAD 83(1986)-  34 00 59.35035(N)    099 32 49.60241(W) AD(       ) 2
 EM0985  NAD 27      -  34 00 59.04085(N)    099 32 48.28465(W) AD(       ) 2
 EM0985
 EM0985.Superseded values are not recommended for survey control.
 EM0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0985.See file dsdata.txt to determine how the superseded data were derived.
 EM0985
 EM0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4948564119(NAD 83)
 EM0985_MARKER: DS = TRIANGULATION STATION DISK
 EM0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0985
 EM0985  HISTORY     - Date     Condition        Report By
 EM0985  HISTORY     - 1969     MONUMENTED       CGS
 EM0985
 EM0985                          STATION DESCRIPTION
 EM0985
 EM0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0985'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST-NORTHEAST OF CROWELL,
 EM0985'3 MILES SOUTH OF THE PEASE RIVER, 2 MILES NORTH OF THALIA AND ON
 EM0985'PROPERTY OF MRS. S.C. KUEHN.
 EM0985'
 EM0985'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM
 EM0985'ROAD 262 IN THALIA, GO NORTH-NORTHWEST ON FARM ROAD 262 FOR 2.1
 EM0985'MILES TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO EAST-NORTHEAST
 EM0985'ON A DRIVEWAY FOR 0.05 MILE TO AN ABANDONED FARM HOUSE ON THE
 EM0985'RIGHT.  CONTINUE EAST-NORTHEAST ON THE DRIVEWAY FOR 0.05 MILE
 EM0985'TO THE STATION.
 EM0985'
 EM0985'THE STATION MARK IS A STANDARD DISK STAMPED THALIA 1969, SET IN THE
 EM0985'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 EM0985'GROUND.  IT IS 102.8 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 EM0985'A METAL SHED, 59.9 FEET SOUTH OF A FENCE CORNER, 50.7 FEET
 EM0985'SOUTH-SOUTHEAST OF AN EAST-WEST WIRE FENCE, 31 FEET
 EM0985'WEST-SOUTHWEST OF A NORTH-SOUTH WIRE FENCE AND 4 FEET WEST-SOUTHWEST
 EM0985'OF A METAL WITNESS POST.
 EM0985'
 EM0985'REFERENCE MARK 1 IS A STANDARD DISK STAMPED THALIA NO 1 1969, SET
 EM0985'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 EM0985'GROUND.  IT IS 42.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 EM0985'THE METAL SHED, 39 FEET NORTH-NORTHEAST OF THE CENTER OF THE DRIVEWAY
 EM0985'AND 26 FEET EAST-NORTHEAST OF A BOARD FENCE.
 EM0985'
 EM0985'REFERENCE MARK 2 IS A STANDARD DISK STAMPED THALIA NO 2 1969, SET IN
 EM0985'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 EM0985'GROUND.  IT IS 58 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 EM0985'THE METAL SHED, 17.7 FEET EAST-NORTHEAST OF A FENCE CORNER AND 1
 EM0985'FOOT SOUTH-SOUTHEAST OF THE EAST-WEST WIRE FENCE.
 EM0985'
 EM0985'THE AZIMUTH MARK IS A STANDARD DISK STAMPED THALIA 1969, SET IN THE
 EM0985'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 EM0985'ABOVE THE GROUND.  IT IS 24 FEET SOUTH-SOUTHEAST OF THE CENTER OF A
 EM0985'DIRT ROAD, 2.5 FEET WEST-SOUTHWEST OF A POWER LINE POLE AND 1.5
 EM0985'FEET SOUTHEAST OF A METAL WITNESS POST.
 EM0985'
 EM0985'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH-NORTHEAST ON FARM
 EM0985'ROAD 262 FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 EM0985'EAST-NORTHEAST ON A DIRT ROAD FOR 0.15 MILE TO THE MARK ON THE
 EM0985'RIGHT.
 EM0985'
 EM0985'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0911 ***********************************************************************
 DO0911  DESIGNATION -  THALIA MUN TANK
 DO0911  PID         -  DO0911
 DO0911  STATE/COUNTY-  TX/FOARD
 DO0911  USGS QUAD   -  THALIA (1966)
 DO0911
 DO0911                         *CURRENT SURVEY CONTROL
 DO0911  ___________________________________________________________________
 DO0911* NAD 83(1993)-  33 58 56.23905(N)    099 32 59.91245(W)     ADJUSTED  
 DO0911* NAVD 88     -                                                        
 DO0911  ___________________________________________________________________
 DO0911  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 DO0911  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DO0911
 DO0911  HORZ ORDER  -  THIRD
 DO0911
 DO0911.The horizontal coordinates were established by classical geodetic methods
 DO0911.and adjusted by the National Geodetic Survey in February 1996..
 DO0911
 DO0911
 DO0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0911
 DO0911.The geoid height was determined by GEOID03.
 DO0911
 DO0911;                    North         East     Units Scale Factor Converg.
 DO0911;SPC TXNC     - 2,257,277.214   502,979.283   MT  1.00000439   -0 34 21.5
 DO0911;SPC TXNC     - 7,405,750.33  1,650,191.20   sFT  1.00000439   -0 34 21.5
 DO0911;UTM  14      - 3,760,328.456   449,200.104   MT  0.99963181   -0 18 26.7
 DO0911
 DO0911                          SUPERSEDED SURVEY CONTROL
 DO0911
 DO0911  NAD 83(1993)-  33 58 56.23950(N)    099 32 59.91253(W) AD(       ) 4
 DO0911  NAD 83(1986)-  33 58 56.24652(N)    099 32 59.90339(W) AD(       ) 4
 DO0911  NAD 27      -  33 58 55.93667(N)    099 32 58.58718(W) AD(       ) 3
 DO0911
 DO0911.Superseded values are not recommended for survey control.
 DO0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0911.See file dsdata.txt to determine how the superseded data were derived.
 DO0911
 DO0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4920060328(NAD 83)
 DO0911_MARKER: 53 = ELEVATED TANK
 DO0911
 DO0911  HISTORY     - Date     Condition        Report By
 DO0911  HISTORY     - 1969     FIRST OBSERVED   CGS
 DO0911
 DO0911                          STATION DESCRIPTION
 DO0911
 DO0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0911'THE STATION IS LOCATED ABOUT 3/4 MILE WEST OF THALIA.
 DO0911'
 DO0911'TO REACH THE STATION FROM THE POST OFFICE IN THALIA, GO WEST ON U.S
 DO0911'HIGHWAY 70 FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 DO0911'
 DO0911'IT IS A 4 LEGGED STEEL STRUCTURE, SILVER IN COLOR, CONICAL ROOF,
 DO0911'HEMISPHERICAL BOTTOM, HAS THALIA IN BLACK LETTERS ON THE EAST AND
 DO0911'WEST SIDES AND HAS AN OVER-ALL HEIGHT OF 125 FEET.
 DO0911'
 DO0911'THE POINT INTERSECTED WAS THE CENTER OF THE BALL ATOP THE TANK.
 DO0911'
 DO0911'THE NAME OF THIS STATION IS THALIA MUNICIPAL TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1072 ***********************************************************************
 CD1072  DESIGNATION -  THAXTON
 CD1072  PID         -  CD1072
 CD1072  STATE/COUNTY-  TX/HUDSPETH
 CD1072  USGS QUAD   -  FORT HANCOCK (1972)
 CD1072
 CD1072                         *CURRENT SURVEY CONTROL
 CD1072  ___________________________________________________________________
 CD1072* NAD 83(1993)-  31 16 23.07220(N)    105 46 38.90353(W)     ADJUSTED  
 CD1072* NAVD 88     -      1156.     (meters)    3793.     (feet)  SCALED    
 CD1072  ___________________________________________________________________
 CD1072  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 CD1072  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CD1072
 CD1072  HORZ ORDER  -  FIRST
 CD1072
 CD1072.The horizontal coordinates were established by classical geodetic methods
 CD1072.and adjusted by the National Geodetic Survey in February 1996..
 CD1072
 CD1072.The orthometric height was scaled from a topographic map.
 CD1072
 CD1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1072
 CD1072.The geoid height was determined by GEOID03.
 CD1072
 CD1072;                    North         East     Units Scale Factor Converg.
 CD1072;SPC TX C     - 3,190,762.110   181,811.390   MT  0.99989294   -2 48 14.6
 CD1072;SPC TX C     -10,468,358.69    596,492.87   sFT  0.99989294   -2 48 14.6
 CD1072;UTM  13      - 3,460,126.894   425,988.990   MT  0.99966756   -0 24 13.0
 CD1072
 CD1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1072!SPC TX C     -   0.99982234  x   0.99989294  =   0.99971529
 CD1072!UTM  13      -   0.99982234  x   0.99966756  =   0.99948995
 CD1072
 CD1072|---------------------------------------------------------------------|
 CD1072| PID    Reference Object                     Distance      Geod. Az  |
 CD1072|                                                           dddmmss.s |
 CD1072| CH9744 THAXTON RM 1                         24.422 METERS 14132     |
 CD1072| CH9743 THAXTON AZ MK                                      1733616.7 |
 CD1072| CD1070 DIABLO                              APPROX. 4.8 KM 2192408.8 |
 CD1072| CH9745 THAXTON RM 2                         21.141 METERS 23839     |
 CD1072|---------------------------------------------------------------------|
 CD1072
 CD1072                          SUPERSEDED SURVEY CONTROL
 CD1072
 CD1072  NAD 83(1986)-  31 16 23.08479(N)    105 46 38.89491(W) AD(       ) 1
 CD1072  NAD 27      -  31 16 22.63100(N)    105 46 37.02000(W) AD(       ) 1
 CD1072
 CD1072.Superseded values are not recommended for survey control.
 CD1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1072.See file dsdata.txt to determine how the superseded data were derived.
 CD1072
 CD1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ2598960127(NAD 83)
 CD1072_MARKER: DS = TRIANGULATION STATION DISK
 CD1072_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CD1072_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CD1072
 CD1072  HISTORY     - Date     Condition        Report By
 CD1072  HISTORY     - 1934     MONUMENTED       CGS
 CD1072  HISTORY     - 1936     GOOD             CGS
 CD1072
 CD1072                          STATION DESCRIPTION
 CD1072
 CD1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1072'THE STATION IS 2 MILES NE OF MC NARY, AIR LINE.  IT IS ON THE TOP
 CD1072'OF HIGH SAND DUNES OVERLOOKING U.S. HIGHWAY 80 TO THE S.  THE
 CD1072'SOUTHERN PACIFIC LOADING SHED AT MC NARY BEARS 196 DEG MAGNETIC
 CD1072'FROM THE STATION.  THERE IS A SAND RIDGE OF EQUAL HEIGHT 100
 CD1072'YARDS N OF THE STATION AND SLIGHTLY LOWER SAND RIDGE 75 YARDS S.
 CD1072'THESE SAND RIDGES DROP OFF SHARPLY INTO A DRAW AT THE S.
 CD1072'
 CD1072'THE STATION IS 359.0 FEET N OF AN E-AND-W FENCE LINE.
 CD1072'
 CD1072'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CD1072'SET IN STEEL PIPES.
 CD1072'
 CD1072'REFERENCE MARK NO. 1 IS 80.15 FEET E OF THE STATION AND 293.0
 CD1072'FEET N OF AN E-AND-W FENCE LINE.
 CD1072'
 CD1072'REFERENCE MARK NO. 2 IS 69.68 FEET SSW OF THE STATION, AND 330.0
 CD1072'FEET N OF THE E-AND-W FENCE LINE.
 CD1072'
 CD1072'THE AZIMUTH MARK IS ON THE W EDGE OF GRAVELED RIDGE RUNNING N
 CD1072'AND S.  ALL MARKS PROJECT 18 INCHES ABOVE THE GROUND.
 CD1072'
 CD1072'THE SOUTHERN PACIFIC SEMAPHORE, IS THE FIRST DOUBLE SIGNAL TOWER
 CD1072'(NO. 7711) E OF THE MC NARY RAILROAD STATION AND ON THE N SIDE OF
 CD1072'THE TRACKS.  IT WILL SERVE AS AN AZIMUTH MARK ALSO.
 CD1072'
 CD1072'THE HIGHEST VISIBLE PEAK IN THE FINLAY MOUNTAINS WILL SERVE AS A
 CD1072'NATURAL AZIMUTH.
 CD1072'
 CD1072'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CD1072'
 CD1072'WATER AT MC NARY, SUPPLIES AT FORT HANCOCK.
 CD1072
 CD1072                          STATION RECOVERY (1936)
 CD1072
 CD1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1072'THE STATION WAS RECOVERED AND A REVISED DESCRIPTION FOLLOWS--
 CD1072'
 CD1072'THE STATION IS LOCATED ABOUT 2 MILES NNE OF MC NARY, A SMALL
 CD1072'TOWN ON THE SOUTHERN PACIFIC RAILROAD AND U.S. HIGHWAY 80.  IT IS
 CD1072'ON THE HIGHEST POINT OF A LIGHT BROWN-COLORED SANDY RIDGE, WHICH
 CD1072'IS THE HIGHEST GROUND IN THE VICINITY.
 CD1072'
 CD1072'THE STATION MARK PROJECTS 18 INCHES
 CD1072'(STEEL PIPE).  THE MARK IS IN EXCELLENT CONDITION.  THE
 CD1072'MARK IS ABOUT A HUNDRED YARDS NE OF A DILAPIDATED NW-AND-SE FENCE.
 CD1072'
 CD1072'REFERENCE MARK NO. 1 PROJECTS 18 INCHES
 CD1072'(STEEL PIPE).  IT IS IN EXCELLENT CONDITION AND IS
 CD1072'SE OF THE STATION.
 CD1072'
 CD1072'REFERENCE MARK NO. 2 PROJECTS 18 INCHES
 CD1072'(STEEL PIPE).  IT IS IN EXCELLENT CONDITION AND IS
 CD1072'SW OF THE STATION.
 CD1072'
 CD1072'THE AZIMUTH MARK WAS NOT RECOVERED.  IT IS PROBABLY STILL IN
 CD1072'PLACE BUT COULD NOT BE FOUND.  HOWEVER STATION DIABLO OR
 CD1072'SOUTHERN PACIFIC RAILROAD SEMAPHORE NO. 7711 (DOUBLE SEMAPHORE),
 CD1072'WHICH IS THE FIRST SEMAPHORE SE OF MC NARY STATION AND IS ON THE
 CD1072'NE SIDE OF THE TRACKS, CAN BE USED FOR AZIMUTH MARKS.
 CD1072'
 CD1072'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD DEPOT
 CD1072'IN MC NARY GO NW ON U.S. HIGHWAY 80, 150 YARDS TO A GRADE CROSSING
 CD1072'ON THE RIGHT.  HERE LEAVE HIGHWAY, TURN RIGHT, CROSS RAILROAD
 CD1072'TRACKS AND GO NE ON TRACK ROAD ALONG E SIDE OF GRAVEL RIDGE 0.2
 CD1072'MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE NE ON TRACK ROAD
 CD1072'ALONG THE NW SIDE OF LARGE DRAW 1.2 MILES.  *HERE LEAVE ROAD,
 CD1072'TURN LEFT, AND GO NW ACROSS COUNTRY IN SMALL DRAW ABOUT 0.3 MILE
 CD1072'TO A PASS IN THE GRAVEL RIDGE AT THE HEAD OF THIS DRAW.  THEN
 CD1072'GO THROUGH PASS INTO LARGE DRAW, WHICH RUNS NE AND SW, AND GO NE
 CD1072'ABOUT A MILE TO THE FOOT OF THE GRAVEL RIDGE ON THE NW SIDE
 CD1072'OF THE DRAW.  PACK UP TO TOP OF GRAVEL RIDGE AND THEN GO NE
 CD1072'ALONG RIDGE TO BASE OF SANDY RIDGE.  THENCE N TO HIGHEST POINT
 CD1072'OF SANDY RIDGE AND STATION.  ABOUT A 10-MINUTE PACK.
 CD1072'
 CD1072'*NOTE--FROM THIS POINT THE GOING IS VERY SANDY AND ONE IS APT
 CD1072'TO GET STUCK AT ANY TIME.  THEREFORE, IT MIGHT BE NECESSARY
 CD1072'TO PACK TO THE STATION FROM THIS POINT, IN WHICH CASE THE PACK
 CD1072'WOULD BE A GOOD HOUR HIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6316 ***********************************************************************
 AC6316  DESIGNATION -  THD 11
 AC6316  PID         -  AC6316
 AC6316  STATE/COUNTY-  TX/JEFFERSON
 AC6316  USGS QUAD   -  BEAUMONT WEST (1994)
 AC6316
 AC6316                         *CURRENT SURVEY CONTROL
 AC6316  ___________________________________________________________________
 AC6316* NAD 83(1986)-  30 07 10.     (N)    094 08 42.     (W)     SCALED    
 AC6316* NAVD 88     -         8.636  (meters)      28.33   (feet)  ADJUSTED  
 AC6316  ___________________________________________________________________
 AC6316  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AC6316  DYNAMIC HT  -           8.625 (meters)      28.30  (feet)  COMP
 AC6316  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 AC6316
 AC6316  VERT ORDER  -  FIRST     CLASS II
 AC6316
 AC6316.The horizontal coordinates were scaled from a topographic map and have
 AC6316.an estimated accuracy of +/- 6 seconds.
 AC6316
 AC6316.The orthometric height was determined by differential leveling
 AC6316.and adjusted by the National Geodetic Survey in July 2002..
 AC6316
 AC6316.The geoid height was determined by GEOID03.
 AC6316
 AC6316.The dynamic height is computed by dividing the NAVD 88
 AC6316.geopotential number by the normal gravity value computed on the
 AC6316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6316.degrees latitude (g = 980.6199 gals.).
 AC6316
 AC6316.The modeled gravity was interpolated from observed gravity values.
 AC6316
 AC6316;                    North         East    Units  Estimated Accuracy
 AC6316;SPC TXSC     - 4,263,080.    1,067,720.      MT  (+/- 180 meters Scaled)
 AC6316
 AC6316                          SUPERSEDED SURVEY CONTROL
 AC6316
 AC6316.No superseded survey control is available for this station.
 AC6316
 AC6316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP896325(NAD 83)
 AC6316_MARKER: DD = SURVEY DISK
 AC6316_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC6316_SP_SET: PIER
 AC6316_STAMPING: THD-11
 AC6316_MARK LOGO: TXHD  
 AC6316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6316+STABILITY: POSITION/ELEVATION WELL
 AC6316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6316+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AC6316
 AC6316  HISTORY     - Date     Condition        Report By
 AC6316  HISTORY     - UNK      MONUMENTED
 AC6316  HISTORY     - 19961019 GOOD             NGS
 AC6316  HISTORY     - 20041031 GOOD             USPSQD
 AC6316  HISTORY     - 20060304 GOOD             USPSQD
 AC6316
 AC6316                          STATION DESCRIPTION
 AC6316
 AC6316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6316'IN BEAUMONT, AT THE INTERSECTION OF HIGHWAYS 69, 96, 287, AND LUCAS
 AC6316'DRIVE, 8.3 M (27.2 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES
 AC6316'OF THE DRIVE, 5.2 M (17.1 FT) NORTHEAST OF THE CENTER OF THE
 AC6316'NORTHBOUND LANES OF THE HIGHWAY, 0.2 M (0.7 FT) NORTHEAST OF THE MOST
 AC6316'NORTHEASTERLY COLUMN OF THE 1ST PIER NORTHWEST OF THE SOUTHEAST
 AC6316'ABUTMENT OF THE OVERPASS, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AC6316'DRIVE.  NOTE--TEXAS HIGHWAY DEPARTMENT PERSONNEL STATED THAT A HOLE
 AC6316'WAS DRILLED IN THE PILE CAP OF THE PIER, FILLED WITH CONCRETE, AND THE
 AC6316'DISK WAS SET IN THE FRESH CONCRETE.
 AC6316
 AC6316                          STATION RECOVERY (2004)
 AC6316
 AC6316'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 AC6316'RECOVERED IN GOOD CONDITION.
 AC6316
 AC6316                          STATION RECOVERY (2006)
 AC6316
 AC6316'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AC6316'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2098 ***********************************************************************
 BL2098  DESIGNATION -  THICK
 BL2098  PID         -  BL2098
 BL2098  STATE/COUNTY-  TX/HARDIN
 BL2098  USGS QUAD   -  SOUR LAKE (1984)
 BL2098
 BL2098                         *CURRENT SURVEY CONTROL
 BL2098  ___________________________________________________________________
 BL2098* NAD 83(1993)-  30 12 26.53204(N)    094 25 03.13543(W)     ADJUSTED  
 BL2098* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 BL2098  ___________________________________________________________________
 BL2098  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BL2098  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL2098
 BL2098  HORZ ORDER  -  THIRD
 BL2098
 BL2098.The horizontal coordinates were established by classical geodetic methods
 BL2098.and adjusted by the National Geodetic Survey in February 1996..
 BL2098
 BL2098.The orthometric height was scaled from a topographic map.
 BL2098
 BL2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2098
 BL2098.The geoid height was determined by GEOID03.
 BL2098
 BL2098;                    North         East     Units Scale Factor Converg.
 BL2098;SPC TX C     - 3,075,082.884 1,269,321.132   MT  0.99997702   +3 02 49.1
 BL2098;SPC TX C     -10,088,834.43  4,164,431.08   sFT  0.99997702   +3 02 49.1
 BL2098;SPC TXSC     - 4,271,758.662 1,041,100.416   MT  0.99997894   +2 14 42.0
 BL2098;SPC TXSC     -14,014,928.21  3,415,676.95   sFT  0.99997894   +2 14 42.0
 BL2098;UTM  15      - 3,342,613.292   363,559.997   MT  0.99982967   -0 42 47.9
 BL2098
 BL2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2098!SPC TX C     -   1.00000119  x   0.99997702  =   0.99997821
 BL2098!SPC TXSC     -   1.00000119  x   0.99997894  =   0.99998013
 BL2098!UTM  15      -   1.00000119  x   0.99982967  =   0.99983086
 BL2098
 BL2098|---------------------------------------------------------------------|
 BL2098| PID    Reference Object                     Distance      Geod. Az  |
 BL2098|                                                           dddmmss.s |
 BL2098| CV8487 THICK RM 1                           28.992 METERS 04113     |
 BL2098| CV8486 THICK AZ MK                                        1121913.1 |
 BL2098| CV8488 THICK RM 2                           29.310 METERS 30354     |
 BL2098|---------------------------------------------------------------------|
 BL2098
 BL2098                          SUPERSEDED SURVEY CONTROL
 BL2098
 BL2098  NAD 83(1993)-  30 12 26.54004(N)    094 25 03.13031(W) AD(       ) 3
 BL2098  NAD 83(1986)-  30 12 26.55008(N)    094 25 03.12074(W) AD(       ) 3
 BL2098  NAD 27      -  30 12 25.79200(N)    094 25 02.43200(W) AD(       ) 3
 BL2098
 BL2098.Superseded values are not recommended for survey control.
 BL2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2098.See file dsdata.txt to determine how the superseded data were derived.
 BL2098
 BL2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6356042613(NAD 83)
 BL2098_MARKER: DS = TRIANGULATION STATION DISK
 BL2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2098
 BL2098  HISTORY     - Date     Condition        Report By
 BL2098  HISTORY     - 1952     MONUMENTED       CGS
 BL2098  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL2098
 BL2098                          STATION DESCRIPTION
 BL2098
 BL2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2098'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHWEST OF SOUR
 BL2098'LAKE IN A WOODED AREA ON LAND OWNED BY THE KIRBY LUMBER
 BL2098'COMPANY.  IT IS 35.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD AND
 BL2098'3.0 FEET NORTH OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS
 BL2098'STAMPED THICK 1952.
 BL2098'
 BL2098'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION AND IS
 BL2098'ABOUT THE SAME ELEVATION.  IT IS 25.0 FEET NORTH OF THE CENTER OF
 BL2098'A GRADED ROAD, PROJECTS 4 INCHES AND IS STAMPED THICK NO 1 1952.
 BL2098'
 BL2098'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION AND IS
 BL2098'ABOUT THE SAME ELEVATION.  IT IS 25.0 FEET NORTH OF THE CENTER
 BL2098'OF A GRADED ROAD, PROJECTS 5 INCHES AND IS STAMPED THICK NO 2
 BL2098'1952.
 BL2098'
 BL2098'THE AZIMUTH MARK IS 16.0 FEET SOUTH OF THE CENTER OF A GRADED
 BL2098'ROAD, 3.0 FEET SOUTH OF A TELEPHONE POLE AND 2.0 FEET NORTH OF
 BL2098'A WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED THICK 1952.
 BL2098'
 BL2098'TO REACH THE STATION FROM THE POST OFFICE IN SOUR LAKE, GO EAST
 BL2098'FOR ABOUT ONE HALF BLOCK TO A CROSS-STREET, TURN LEFT AND GO
 BL2098'NORTH FOR ABOUT ONE HALF BLOCK TO THE JUNCTION WITH STATE ROUTES
 BL2098'NO. 105 AND NO. 326.  HERE TURN RIGHT AND GO EAST ON STATE
 BL2098'ROUTES NO. 105 AND NO. 326 FOR 0.45 MILE TO WHERE STATE ROUTE
 BL2098'NO. 326 TURNS LEFT, TURN LEFT AND GO NORTH ON STATE ROUTE NO.
 BL2098'326 FOR 4.0 MILES TO A T ROAD LEFT, TURN LEFT AND GO WEST ON A
 BL2098'GRADED ROAD FOR 1.6 MILES AND THE AZIMUTH MARK ON THE LEFT AS
 BL2098'DESCRIBED.  CONTINUE WEST ON A GRADED ROAD FOR 0.05 MILE TO A
 BL2098'FORK, TAKE THE RIGHT FORK NORTH AND WEST FOR 0.3 MILE AND
 BL2098'THE STATION ON THE LEFT AS DESCRIBED.
 BL2098'
 BL2098'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BL2098
 BL2098                          STATION RECOVERY (2005)
 BL2098
 BL2098'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL2098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1404 ***********************************************************************
 AB1404  DESIGNATION -  THIRTY 1939
 AB1404  PID         -  AB1404
 AB1404  STATE/COUNTY-  TX/KENEDY
 AB1404  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1404
 AB1404                         *CURRENT SURVEY CONTROL
 AB1404  ___________________________________________________________________
 AB1404* NAD 83(1993)-  26 36 44.24563(N)    097 17 37.61647(W)     ADJUSTED  
 AB1404* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1404  ___________________________________________________________________
 AB1404  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AB1404  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AB1404
 AB1404  HORZ ORDER  -  THIRD
 AB1404
 AB1404.The horizontal coordinates were established by classical geodetic methods
 AB1404.and adjusted by the National Geodetic Survey in February 1996..
 AB1404
 AB1404.The orthometric height was scaled from a topographic map.
 AB1404
 AB1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1404
 AB1404.The geoid height was determined by GEOID03.
 AB1404
 AB1404;                    North         East     Units Scale Factor Converg.
 AB1404;SPC TX S     - 5,105,341.755   420,119.131   MT  0.99991766   +0 32 51.5
 AB1404;SPC TX S     -16,749,775.41  1,378,340.85   sFT  0.99991766   +0 32 51.5
 AB1404;UTM  14      - 2,944,627.269   669,874.525   MT  0.99995628   +0 45 52.1
 AB1404
 AB1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1404!SPC TX S     -   1.00000281  x   0.99991766  =   0.99992047
 AB1404!UTM  14      -   1.00000281  x   0.99995628  =   0.99995909
 AB1404
 AB1404                          SUPERSEDED SURVEY CONTROL
 AB1404
 AB1404  NAD 83(1986)-  26 36 44.26173(N)    097 17 37.58206(W) AD(       ) 3
 AB1404  NAD 27      -  26 36 43.03000(N)    097 17 36.66700(W) AD(       ) 3
 AB1404
 AB1404.Superseded values are not recommended for survey control.
 AB1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1404.See file dsdata.txt to determine how the superseded data were derived.
 AB1404
 AB1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6987544627(NAD 83)
 AB1404_MARKER: DS = TRIANGULATION STATION DISK
 AB1404_SETTING: 0 = UNSPECIFIED SETTING
 AB1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1404
 AB1404  HISTORY     - Date     Condition        Report By
 AB1404  HISTORY     - 1939     MONUMENTED       CGS
 AB1404  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1404
 AB1404                          STATION DESCRIPTION
 AB1404
 AB1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AB1404'THE STATION IS LOCATED ON THE E OR GULF SIDE OF PADRE ISLAND.
 AB1404'
 AB1404'MARK IS A STANDARD BRONZE DISK STAMPED THIRTY 1939 CEMENTED
 AB1404'IN THE TOP OF A 2-INCH PIPE DRIVEN 4 FEET IN THE GROUND
 AB1404'AND PROJECTING 2 FEET AT THE PRESENT TIME.
 AB1404'
 AB1404'BEST APPROACHED VIA BROZOS SANTIAGO BY TAKING A FERRY TO
 AB1404'BRAZOS SANTIAGO FROM PORT ISABEL.  DRIVE N OF NORTH JETTY
 AB1404'(BRAZOS SANTIAGO) 42.3 STATUTE MILES BY AUTOMOBILE SPEEDOMETER
 AB1404'READING AND STATION WILL BE FOUND 50 METERS INSHORE FROM
 AB1404'HIGH-WATER LINE AT AN ELEVATION OF 7 FEET ABOVE MEAN HIGH
 AB1404'WATER.
 AB1404
 AB1404                          STATION RECOVERY (1949)
 AB1404
 AB1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1404'STATION IS BELIEVED TO BE LOST.  A THOROUGH SEARCH WAS MADE
 AB1404'BUT NO TRACE OF THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1419 ***********************************************************************
 AJ1419  DESIGNATION -  THOMAS
 AJ1419  PID         -  AJ1419
 AJ1419  STATE/COUNTY-  TX/WEBB
 AJ1419  USGS QUAD   -  LAS TIENDAS (1975)
 AJ1419
 AJ1419                         *CURRENT SURVEY CONTROL
 AJ1419  ___________________________________________________________________
 AJ1419* NAD 83(1993)-  27 53 25.22434(N)    099 44 23.03567(W)     ADJUSTED  
 AJ1419* NAVD 88     -       236.0    (meters)     774.     (feet)  VERTCON   
 AJ1419  ___________________________________________________________________
 AJ1419  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 AJ1419  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AJ1419
 AJ1419  HORZ ORDER  -  FIRST
 AJ1419
 AJ1419.The horizontal coordinates were established by classical geodetic methods
 AJ1419.and adjusted by the National Geodetic Survey in February 1996..
 AJ1419
 AJ1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1419
 AJ1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1419
 AJ1419.The geoid height was determined by GEOID03.
 AJ1419
 AJ1419;                    North         East     Units Scale Factor Converg.
 AJ1419;SPC TX S     - 5,246,974.141   177,934.550   MT  1.00001493   -0 33 46.2
 AJ1419;SPC TX S     -17,214,447.66    583,773.60   sFT  1.00001493   -0 33 46.2
 AJ1419;UTM  14      - 3,085,274.741   427,193.028   MT  0.99966543   -0 20 45.8
 AJ1419
 AJ1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1419!SPC TX S     -   0.99996665  x   1.00001493  =   0.99998158
 AJ1419!UTM  14      -   0.99996665  x   0.99966543  =   0.99963209
 AJ1419
 AJ1419|---------------------------------------------------------------------|
 AJ1419| PID    Reference Object                     Distance      Geod. Az  |
 AJ1419|                                                           dddmmss.s |
 AJ1419| AJ1481 THOMAS RM                            14.710 METERS 15903     |
 AJ1419| AJ1420 WILLIE                              APPROX. 4.9 KM 3540258.8 |
 AJ1419|---------------------------------------------------------------------|
 AJ1419
 AJ1419                          SUPERSEDED SURVEY CONTROL
 AJ1419
 AJ1419  NAD 83(1986)-  27 53 25.21913(N)    099 44 23.01017(W) AD(       ) 1
 AJ1419  NAD 27      -  27 53 24.19200(N)    099 44 21.83700(W) AD(       ) 1
 AJ1419  NGVD 29 (07/19/86)  236.0    (m)          774.     (f) VERT ANG       
 AJ1419
 AJ1419.Superseded values are not recommended for survey control.
 AJ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1419.See file dsdata.txt to determine how the superseded data were derived.
 AJ1419
 AJ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR2719385275(NAD 83)
 AJ1419_MARKER: DS = TRIANGULATION STATION DISK
 AJ1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1419
 AJ1419  HISTORY     - Date     Condition        Report By
 AJ1419  HISTORY     - 1917     MONUMENTED       CGS
 AJ1419  HISTORY     - 1965     SEE DESCRIPTION  USGS
 AJ1419
 AJ1419                          STATION DESCRIPTION
 AJ1419
 AJ1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1419'THE STATION IS BEST REACHED FROM THE SANTE TOMAS MINES BY
 AJ1419'FOLLOWING THE SANTE TOMAS MINES-CARRIZO SPRINGS ROAD N ABOUT
 AJ1419'11 MILES, PAST THE CASA BLANCA AND THOMAS RANCHES, TO THE TOP
 AJ1419'OF A FLAT HILL 3/4 MILE N OF THE THOMAS RANCH.  THE STATION
 AJ1419'IS ABOUT 25 METERS (82 FEET) E OF THE ROAD, WHERE THERE IS
 AJ1419'PRACTICALLY NO VEGETATION.
 AJ1419'
 AJ1419'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AJ1419'
 AJ1419'UNDERGROUND MARK IS A NAIL IN CONCRETE.
 AJ1419'
 AJ1419'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AJ1419'14.710 METERS (48.26 FEET) FROM THE STATION S 20 DEG 57 MIN E.
 AJ1419'
 AJ1419'ELEVATION OF STATION, 236.0 METERS (774 FEET).
 AJ1419
 AJ1419                          STATION RECOVERY (1965)
 AJ1419
 AJ1419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AJ1419'THE STATION TABLET HAD BEEN PULLED OUT OF ITS ORIGINAL PLACE.
 AJ1419'THE TABLET WAS RESET IN ITS ORIGINAL SETTING AND PROJECTS
 AJ1419'ABOUT 0.1 FOOT.  STAMPED THOMAS 1917.
 AJ1419'
 AJ1419'THE REFERENCE MARK WAS FOUND IN GOOD CONDITION.
 AJ1419'
 AJ1419'TO REACH FROM THE ENTRANCE TO LAREDO MUNICIPAL AIRPORT, GO
 AJ1419'NW ON FARM ROAD 1472 FOR 19.7 MILES TO A T-ROAD RIGHT AT SIGN
 AJ1419'LA MESA RANCH 8 MILES.  TURN RIGHT AND FOLLOW MAIN TRAVELED
 AJ1419'ROAD 8.0 MILES TO THE RANCH BUILDINGS.  PASS TO THE LEFT OF
 AJ1419'THE BUILDINGS THRU 2 GATES AND CONTINUE 1.0 MILE TO A Y-ROAD
 AJ1419'JUNCTION.  TAKE THE RIGHT FORK AND 1/4 MILE.  STATION IS 63
 AJ1419'FEET E OF THE ROAD AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2625 ***********************************************************************
 AX2625  DESIGNATION -  THOMAS
 AX2625  PID         -  AX2625
 AX2625  STATE/COUNTY-  TX/GUADALUPE
 AX2625  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2625
 AX2625                         *CURRENT SURVEY CONTROL
 AX2625  ___________________________________________________________________
 AX2625* NAD 83(1993)-  29 25 41.81364(N)    097 56 16.74135(W)     ADJUSTED  
 AX2625* NAVD 88     -       227.5    (meters)     746.     (feet)  VERTCON   
 AX2625  ___________________________________________________________________
 AX2625  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AX2625  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AX2625
 AX2625  HORZ ORDER  -  FIRST
 AX2625
 AX2625.The horizontal coordinates were established by classical geodetic methods
 AX2625.and adjusted by the National Geodetic Survey in February 1996..
 AX2625
 AX2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2625
 AX2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2625
 AX2625.The geoid height was determined by GEOID03.
 AX2625
 AX2625;                    North         East     Units Scale Factor Converg.
 AX2625;SPC TXSC     - 4,177,230.239   703,036.880   MT  0.99986457   +0 31 13.1
 AX2625;SPC TXSC     -13,704,796.21  2,306,546.83   sFT  0.99986457   +0 31 13.1
 AX2625;UTM  14      - 3,255,906.180   603,014.106   MT  0.99973094   +0 31 18.7
 AX2625
 AX2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2625!SPC TXSC     -   0.99996836  x   0.99986457  =   0.99983293
 AX2625!UTM  14      -   0.99996836  x   0.99973094  =   0.99969931
 AX2625
 AX2625|---------------------------------------------------------------------|
 AX2625| PID    Reference Object                     Distance      Geod. Az  |
 AX2625|                                                           dddmmss.s |
 AX2625| CV6488 THOMAS RM 2                          25.932 METERS 02019     |
 AX2625| CV6486 THOMAS RM                            50.873 METERS 02023     |
 AX2625| AX2619 SAN ANTONIO HOUSTON AWY BCN 4       APPROX.26.0 KM 1415731.4 |
 AX2625| AY1832 SAN ANTONIO HOUSTON AWY BCN 2       APPROX.28.5 KM 2100131.7 |
 AX2625| CV6485 THOMAS AZ MK                                       2494348.7 |
 AX2625| CV6487 THOMAS RM 1                          30.626 METERS 28338     |
 AX2625| AX2633 SEGUIN OIL FACTORY WATER TOWER      APPROX.17.5 KM 3485757.6 |
 AX2625|---------------------------------------------------------------------|
 AX2625
 AX2625                          SUPERSEDED SURVEY CONTROL
 AX2625
 AX2625  NAD 83(1986)-  29 25 41.81914(N)    097 56 16.72298(W) AD(       ) 1
 AX2625  NAD 27      -  29 25 40.97600(N)    097 56 15.71000(W) AD(       ) 1
 AX2625  NGVD 29 (07/19/86)  227.4    (m)          746.     (f) VERT ANG       
 AX2625
 AX2625.Superseded values are not recommended for survey control.
 AX2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2625.See file dsdata.txt to determine how the superseded data were derived.
 AX2625
 AX2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0301455906(NAD 83)
 AX2625_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AX2625_SETTING: 0 = UNSPECIFIED SETTING
 AX2625
 AX2625  HISTORY     - Date     Condition        Report By
 AX2625  HISTORY     - 1903     MONUMENTED       CGS
 AX2625  HISTORY     - 1937     GOOD             TXHD
 AX2625  HISTORY     - 1943     GOOD             CGS
 AX2625  HISTORY     - 1948     GOOD             CGS
 AX2625  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2625
 AX2625                          STATION DESCRIPTION
 AX2625
 AX2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 AX2625'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29097-3, STATION 1006.
 AX2625
 AX2625                          STATION RECOVERY (1937)
 AX2625
 AX2625'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AX2625'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION AND
 AX2625'AS DESCRIBED.
 AX2625'
 AX2625'REFERENCE MARK WAS FOUND TO BE ABOUT 87 FEET FROM STATION AND
 AX2625'DISTANCE FROM THOMAS SPRINGS WATER HOLE WAS 1155 FEET APPROXIMATELY.
 AX2625'
 AX2625'TO REACH THOMAS SPRINGS FROM SEGUIN COURTHOUSE, GO S ON STATE
 AX2625'HIGHWAY 123 FOR 10.25 MILES, OR 1.9 MILES AFTER PASSING A
 AX2625'ROAD LEADING SE OFF HIGHWAY, TO A TRAIL LEADING SE OFF HIGHWAY.
 AX2625'FOLLOW THIS TRAIL 0.65 MILE TO THOMAS SPRINGS WATER HOLE.
 AX2625
 AX2625                          STATION RECOVERY (1943)
 AX2625
 AX2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2625'THE STATION, AND OLD REFERENCE MARK RECOVERED AS DESCRIBED AND
 AX2625'FOUND IN GOOD CONDITION.  A NEW STANDARD U.S.C. AND G. SURVEY
 AX2625'REFERENCE DISK WAS SET IN THE CENTER OF THE OLD REFERENCE
 AX2625'MARK, AND STAMPED THOMAS NO. 2, 1903, 1943.  A
 AX2625'NEW REFERENCE MARK NO. 1, AND AN AZIMUTH MARK WERE SET AS
 AX2625'DESCRIBED.  FOLLOWING IS A NEW DESCRIPTION TO
 AX2625'THE STATION--
 AX2625'
 AX2625'THE STATION IS LOCATED ABOUT 10.0 MILES S OF SEGUIN, AND 0.75
 AX2625'MILE E OF STATE HIGHWAY 123, ON LAND OWNED BY H.H. WEINERT OF
 AX2625'SEGUIN.  IT IS ABOUT 0.1 MILE E OF THE BROWN STONE RANCH HOUSE
 AX2625'IN A SMALL CLEARING SURROUNDED BY SCRUB OAK TREES.  THE MARK
 AX2625'IS A 2-INCH GALVANIZED-IRON PIPE SET IN AN IRREGULAR MASS OF
 AX2625'CONCRETE, WITH A NAIL IN THE CENTER OF THE PIPE.  IT IS STAMPED
 AX2625'1903 ON THE S SIDE, AND SET FLUSH WITH THE GROUND.
 AX2625'
 AX2625'REFERENCE MARK NO. 1 IS W OF THE STATION, 5 FEET E OF A
 AX2625'TRIANGULAR-BLAZED 10-INCH SCRUB OAK TREE, AND ON ABOUT THE SAME
 AX2625'ELEVATION AS THE STATION MARK.  THE DISK IS STAMPED THOMAS
 AX2625'NO. 1 1943, AND PROJECTS 4 INCHES.
 AX2625'
 AX2625'REFERENCE MARK NO. 2 IS N OF THE STATION, 4 FEET SE OF A
 AX2625'TRIANGULAR-BLAZED 18-INCH SCRUB OAK TREE, AND ON ABOUT THE SAME
 AX2625'ELEVATION AS THE STATION.  THE DISK IS STAMPED THOMAS NO. 2
 AX2625'1903, 1943.
 AX2625'
 AX2625'THE AZIMUTH MARK IS ABOUT 0.25 MILE SW OF THE STATION, 100
 AX2625'FEET S OF THE FARM ROAD, AND 5 FEET E OF A TRIANGULAR-BLAZED
 AX2625'6-INCH SCRUB OAK TREE.  THE DISK IS STAMPED THOMAS 1943, AND
 AX2625'PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO SW ON DIRT
 AX2625'ROAD FOR 0.25 MILE TO A WATER POND ON THE RIGHT, AND MARK ON THE
 AX2625'LEFT.
 AX2625'
 AX2625'TO REACH THE STATION FROM THE COURTHOUSE IN SEGUIN, GO S ON
 AX2625'STATE HIGHWAY 123 AND S AUSTIN STREET FOR 10.1 MILES TO A
 AX2625'WHITE BOARD GATE ON THE LEFT.  PASS THROUGH GATE AND GO E
 AX2625'ON DIRT ROAD FOR 0.75 MILE TO A N-S WIRE FENCE, AND WIRE GATE
 AX2625'ABOUT 300 FEET SE OF THE BROWN STONE RANCH HOUSE.  PASS THROUGH
 AX2625'WIRE GATE AND CONTINUE ON DIRT ROAD FOR ABOUT 0.05 MILE TO THE
 AX2625'STATION ON THE LEFT.
 AX2625'
 AX2625'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2625
 AX2625                          STATION RECOVERY (1948)
 AX2625
 AX2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HB)
 AX2625'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 AX2625
 AX2625                          STATION RECOVERY (1993)
 AX2625
 AX2625'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6709 ***********************************************************************
 AW6709  DESIGNATION -  THOMAS
 AW6709  PID         -  AW6709
 AW6709  STATE/COUNTY-  TX/HARRIS
 AW6709  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6709
 AW6709                         *CURRENT SURVEY CONTROL
 AW6709  ___________________________________________________________________
 AW6709* NAD 83(1993)-  29 45 47.05527(N)    095 24 17.69598(W)     ADJUSTED  
 AW6709* NAVD 88     -        14.5    (meters)      48.     (feet)  VERTCON   
 AW6709  ___________________________________________________________________
 AW6709  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6709  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6709
 AW6709  HORZ ORDER  -  FIRST
 AW6709
 AW6709.The horizontal coordinates were established by classical geodetic methods
 AW6709.and adjusted by the National Geodetic Survey in February 1996..
 AW6709
 AW6709.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6709
 AW6709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6709
 AW6709.The geoid height was determined by GEOID03.
 AW6709
 AW6709;                    North         East     Units Scale Factor Converg.
 AW6709;SPC TXSC     - 4,219,210.830   947,604.718   MT  0.99989107   +1 45 40.6
 AW6709;SPC TXSC     -13,842,527.53  3,108,933.15   sFT  0.99989107   +1 45 40.6
 AW6709;UTM  15      - 3,294,955.627   267,467.583   MT  1.00026720   -1 11 39.7
 AW6709
 AW6709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6709!SPC TXSC     -   1.00000202  x   0.99989107  =   0.99989309
 AW6709!UTM  15      -   1.00000202  x   1.00026720  =   1.00026922
 AW6709
 AW6709|---------------------------------------------------------------------|
 AW6709| PID    Reference Object                     Distance      Geod. Az  |
 AW6709|                                                           dddmmss.s |
 AW6709| CV6866 THOMAS RM 3                          85.813 METERS 00938     |
 AW6709| AW6586 HOUSTON KKD 25 KKE 428 MAST         APPROX. 3.4 KM 1305427.8 |
 AW6709| AW6589 HOUSTON RAD STA KILT FM MAST        APPROX. 2.7 KM 1415129.0 |
 AW6709| AW6590 HOUSTON FIRST PRESB CH SPIRE        APPROX. 4.2 KM 1581355.8 |
 AW6709| AW6591 HOUSTON KKA 344 RAD MAST            APPROX. 3.3 KM 1613309.7 |
 AW6709| CV6864 THOMAS RM 1                          22.555 METERS 16605     |
 AW6709| AW6718 HOUSTON MUNICIPAL TANK              APPROX. 0.5 KM 1790725.0 |
 AW6709| AW6604 HOUSTON RAD STA KRBE FM MAST        APPROX. 3.6 KM 2010559.1 |
 AW6709| AW6577 WEST UNIVERSITY PLACE N TANK        APPROX. 4.2 KM 2035519.3 |
 AW6709| AW6606 HOUSTON TV STA KTRK MAST            APPROX. 4.7 KM 2092813.0 |
 AW6709| AW6609 HOUSTON ST LUKE METH CH SPIRE       APPROX. 3.6 KM 2275513.3 |
 AW6709| AW6737 HOUSTON RIVER OAKS CC TANK          APPROX. 2.6 KM 2491940.6 |
 AW6709| CV6865 THOMAS RM 2                          25.185 METERS 26617     |
 AW6709| CV6862 THOMAS AZ MK                                       2732044.5 |
 AW6709| CV6863 THOMAS AZ MK 2                                     2841500.0 |
 AW6709| AW6713 HOUSTON GULF TRACTOR TANK           APPROX. 4.1 KM 3024046.0 |
 AW6709|---------------------------------------------------------------------|
 AW6709
 AW6709                          SUPERSEDED SURVEY CONTROL
 AW6709
 AW6709  NAD 83(1986)-  29 45 47.06961(N)    095 24 17.67717(W) AD(       ) 1
 AW6709  NAD 27      -  29 45 46.24831(N)    095 24 16.89600(W) AD(       ) 1
 AW6709  NGVD 29 (07/19/86)   14.5    (m)           48.     (f) VERT ANG       
 AW6709
 AW6709.Superseded values are not recommended for survey control.
 AW6709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6709.See file dsdata.txt to determine how the superseded data were derived.
 AW6709
 AW6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6746894956(NAD 83)
 AW6709_MARKER: DS = TRIANGULATION STATION DISK
 AW6709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6709
 AW6709  HISTORY     - Date     Condition        Report By
 AW6709  HISTORY     - 1952     MONUMENTED       CGS
 AW6709  HISTORY     - 1957     GOOD             TXHD
 AW6709  HISTORY     - 1968     GOOD             CGS
 AW6709  HISTORY     - 1970     GOOD             NGS
 AW6709  HISTORY     - 20040325 GOOD             USPSQD
 AW6709
 AW6709                          STATION DESCRIPTION
 AW6709
 AW6709'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6709'THE STATION IS LOCATED ABOUT 3.0 MILES WEST-NORTHWEST OF THE
 AW6709'BUSINESS DISTRICT OF HOUSTON ON THE GROUNDS OF THE ST. THOMAS
 AW6709'HIGH SCHOOL.  IT IS ABOUT 0.25 MILE EAST OF SHEPHERD DRIVE,
 AW6709'40.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE ATHLETIC
 AW6709'FIELD LOCKER ROOM, 22.0 FEET EAST-NORTHEAST OF THE NORTHEAST
 AW6709'CORNER OF THE LOCKER ROOM, 20.0 FEET EAST OF THE SOUTHEAST
 AW6709'CORNER OF A SMALL HORSE STABLE AND JUST NORTH OF THE
 AW6709'NORTHEAST CORNER OF THE FOOTBALL FIELD.  IT IS SET FLUSH WITH
 AW6709'THE SURFACE OF THE GROUND AND IS STAMPED THOMAS 1952.
 AW6709'
 AW6709'REFERENCE MARK NO. 1 IS 53.0 FEET SOUTHEAST OF THE SOUTHEAST
 AW6709'CORNER OF THE LOCKER ROOM AND 1.0 FOOT NORTH OF THE FOOTBALL
 AW6709'FIELD FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 AW6709'AND IS STAMPED THOMAS NO 1 1952.
 AW6709'
 AW6709'REFERENCE MARK NO. 2 IS 14.0 FEET EAST-NORTHEAST OF THE
 AW6709'NORTHWEST CORNER OF THE LOCKER ROOM AND 4.5 FEET NORTH OF THE
 AW6709'NORTH WALL.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 AW6709'AND IS STAMPED THOMAS NO 2 1952.
 AW6709'
 AW6709'THE AZIMUTH MARK IS SET IN THE SIDEWALK ON THE WEST SIDE
 AW6709'OF SHEPHERD DRIVE, 67.0 FEET NORTH OF A GATE LEADING INTO
 AW6709'A SMALL STUCCO HOUSE, 23.0 FEET WEST OF THE CENTER OF SHEPHERD
 AW6709'DRIVE, 6.0 FEET EAST OF A CHAIN-LINK FENCE AND 6 INCHES WEST
 AW6709'OF THE EAST EDGE OF THE SIDEWALK.  IT IS A STANDARD AZIMUTH
 AW6709'MARK DISK CEMENTED IN A DRILL HOLE, IS SET FLUSH WITH THE
 AW6709'SURFACE OF THE WALK AND IS STAMPED THOMAS 1952.
 AW6709'
 AW6709'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 AW6709'NO. 90, 290 AND 75 ABOUT 3.0 MILES WEST OF THE BUSINESS
 AW6709'DISTRICT IN HOUSTON, GO SOUTH ON SHEPHERD DRIVE FOR 0.4 MILE
 AW6709'TO A SHELL T ROAD LEFT JUST AFTER PASSING THE WASHINGTON
 AW6709'SCHOOL ON THE LEFT.  HERE TURN LEFT ON SHELL ROAD PASSING
 AW6709'BETWEEN THE SOUTH FENCE OF THE WASHINGTON SCHOOL GROUNDS
 AW6709'AND A HEDGE FENCE AT THE NORTH EDGE OF THE ST. THOMAS SCHOOL
 AW6709'GROUNDS AND GO EAST AND SOUTH FOR 0.2 MILE TO THE NORTHWEST
 AW6709'CORNER OF THE ATHLETIC FIELD.  HERE TURN LEFT ON A SHELL DRIVE
 AW6709'AND GO EASTERLY FOR 0.1 MILE TO THE LOCKER ROOMS AT THE
 AW6709'NORTH EAST CORNER OF THE FIELD AND THE STATION AS DESCRIBED.
 AW6709'
 AW6709'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY
 AW6709'FOR 0.1 MILE TO A SHELL ROAD, TURN RIGHT AND GO NORTH AND
 AW6709'WEST FOR 0.2 MILE TO SHEPHERD DRIVE, TURH LEFT AND GO SOUTH
 AW6709'ON SHEPHERD DRIVE FOR ABOUT 0.05 MILE AND THE MARK ON THE RIGHT
 AW6709'AS DESCRIBED.
 AW6709'
 AW6709'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AW6709
 AW6709                          STATION RECOVERY (1957)
 AW6709
 AW6709'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1957 (SAM)
 AW6709'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6709
 AW6709                          STATION RECOVERY (1968)
 AW6709
 AW6709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6709'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 AW6709'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 AW6709'FOR BUT WAS NOT RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED
 AW6709'BY THE WIDENING OF SHEPHERD DRIVE.  A NEW AZIMUTH MARK AND
 AW6709'REFERENCE MARK 3 WERE ESTABLISHED AT THIS TIME.  A NEW
 AW6709'DESCRIPTION FOLLOWS.
 AW6709'
 AW6709'THE STATION IS LOCATED AT THE EAST EDGE OF THE ST. THOMAS
 AW6709'HIGH SCHOOL GROUNDS, JUST NORTH OF THE NORTHEAST CORNER OF THE
 AW6709'MAIN FOOTBALL FIELD, IN A GRASSY FIELD NEAR A GROUP OF THREE
 AW6709'TREES.  THE SCHOOL GROUND IS NORTHEAST OF THE JUNCTION OF
 AW6709'MEMORIAL DRIVE AND SHEPHERD DRIVE, 2-1/4 MILES WEST AND 1/4 MILE
 AW6709'NORTH OF THE CITY HALL IN DOWNTOWN HOUSTON.  THE GROUNDS
 AW6709'ARE ENTERED ABOUT 0.15 MILE NORTH OF THE JUNCTION OF MEMORIAL
 AW6709'DRIVE AND SHEPHERD DRIVE OFF SHEPHERD DRIVE.  FROM THIS
 AW6709'ENTRANCE GO EAST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 AW6709'RIGHT, JUST SOUTHWEST OF A SOFTBALL FIELD.  CONTINUE SOUTH
 AW6709'AND EAST ON A GRAVELED DRIVEWAY, BEARING AROUND TO THE
 AW6709'LEFT, FOR 0.15 MILE TO THE STATION ON THE LEFT.
 AW6709'
 AW6709'THE STATION MARK IS A STANDARD DISK STAMPED THOMAS 1952, SET
 AW6709'IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH IS 8
 AW6709'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 73.1 FEET
 AW6709'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A METAL BUILDING,
 AW6709'72 FEET NORTH-NORTHWEST OF AN ANGLE POINT IN THE CHAIN LINK
 AW6709'FENCE AROUND THE FOOTBALL FIELD, 64 FEET NORTH OF THE CHAIN
 AW6709'LINK FENCE AND 19.6 FEET EAST-SOUTHEAST OF A 24-INCH OAK TREE
 AW6709'WITH A TRIANGLE BLAZE.
 AW6709'
 AW6709'REFERENCE MARK 1 IS A STANDARD DISK STAMPED THOMAS NO 1 1952,
 AW6709'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH IS
 AW6709'1 FOOT BELOW THE GROUND SURFACE.  IT IS 28 FEET SOUTH OF THE
 AW6709'CENTER OF A TRACK ROAD, 3.0 FEET EAST OF THE ANGLE POINT IN THE
 AW6709'CHAIN LINK FENCE AND 1 FOOT NORTHEAST OF THE CHAIN LINK FENCE.
 AW6709'
 AW6709'REFERENCE MARK 2 IS A STANDARD DISK STAMPED THOMAS NO 2 1952,
 AW6709'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH IS
 AW6709'14 INCHES BELOW THE GROUND SURFACE.  IT IS 65 FEET WEST-SOUTHWEST
 AW6709'OF THE TRIANGLE BLAZED TREE, 47.6 FEET EAST-SOUTHEAST OF THE
 AW6709'NORTHEAST CORNER OF A LARGE METAL BUILDING, 14.8 FEET
 AW6709'NORTHWEST OF THE NORTHEAST CORNER OF A METAL BUILDING AND 9.8
 AW6709'FEET NORTH OF THE NORTH FACE OF THE METAL BUILDING AT A DOOR
 AW6709'HINGE.
 AW6709'
 AW6709'REFERENCE MARK 3 IS A STANDARD DISK STAMPED THOMAS 1952 NO 3
 AW6709'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6709'WHICH IS FLUSH WITH THE GROUND.  IT IS 52 FEET SOUTH-SOUTHWEST
 AW6709'OF THE INTERSECTION OF SCOTLAND AND SNOVER, 20 FEET EAST OF A
 AW6709'T-FENCE CORNER IN A CHAIN LINK FENCE, 10 FEET WEST OF THE
 AW6709'CENTER OF A GATE IN THE CHAIN LINK FENCE, 1.5 FEET
 AW6709'WEST-SOUTHWEST OF THE WEST GATE POST, 1.5 FEET EAST OF A METAL
 AW6709'WITNESS POST, AND 0.8 FOOT SOUTH OF THE CHAIN LINK
 AW6709'FENCE.
 AW6709'
 AW6709'THE AZIMUTH MARK IS A STANDARD DISK STAMPED THOMAS 1952 AZ
 AW6709'2 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW6709'MONUMENT WHCIH IS FLUSH WITH THE GROUND.  IT IS 51 FEET
 AW6709'EAST-SOUTHEAST OF A 36-INCH TREE, 22 FEET SOUTHWEST OF THE
 AW6709'CENTER OF A PAVED DRIVEWAY, 3.3 FEET SOUTHEAST OF THE END
 AW6709'OF A CHAIN LINK FENCE AND 0.8 FOOT NORTHEAST OF THE CHAIN
 AW6709'LINK FENCE.
 AW6709'
 AW6709'HEIGHT OF LIGHT ABOVE STATION MARK 113.8 FEET.
 AW6709
 AW6709                          STATION RECOVERY (1970)
 AW6709
 AW6709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AW6709'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AW6709'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 AW6709'FOUND.  IT IS BELIEVED THE MARK WAS DESTROYED WHEN SHEPHERD DRIVE
 AW6709'WAS WIDENED.  DUE TO THE LAND BEING SOLD AT THE STATION SITE,
 AW6709'ALL MARKS WILL BE COVERED OR DESTROYED IN THE NEAR FUTURE.
 AW6709'THE STATION MARK AND REFERENCE MARKS WERE NOT DISTURBED BY
 AW6709'THIS PARTY AS THEY ARE ABOUT 1 FOOT BELOW THE SURFACE OF THE
 AW6709'GROUND.
 AW6709'
 AW6709'A NEW STATION WAS SET IN THE NEAR VICINITY AND ITS POSITION
 AW6709'WAS ESTABLISHED BY TRAVERSE FROM STATION THOMAS.  DISTANCE
 AW6709'BEING 144.223 METERS (73.17 FEET) EAST TO THOMAS 2.
 AW6709'
 AW6709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HOUSTON
 AW6709
 AW6709                          STATION RECOVERY (2004)
 AW6709
 AW6709'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0476 ***********************************************************************
 CE0476  DESIGNATION -  THOMAS
 CE0476  PID         -  CE0476
 CE0476  STATE/COUNTY-  TX/EL PASO
 CE0476  USGS QUAD   -  CLINT (1995)
 CE0476
 CE0476                         *CURRENT SURVEY CONTROL
 CE0476  ___________________________________________________________________
 CE0476* NAD 83(1993)-  31 36 15.56147(N)    106 14 50.11532(W)     ADJUSTED  
 CE0476* NAVD 88     -      1108.59   (+/-2cm)    3637.1    (feet)  VERTCON   
 CE0476  ___________________________________________________________________
 CE0476  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CE0476  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0476
 CE0476  HORZ ORDER  -  SECOND
 CE0476  VERT ORDER  -  THIRD ? (See Below)
 CE0476
 CE0476.The horizontal coordinates were established by classical geodetic methods
 CE0476.and adjusted by the National Geodetic Survey in February 1996..
 CE0476
 CE0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0476.The vertical order pertains to the NGVD 29 superseded value.
 CE0476
 CE0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0476
 CE0476.The geoid height was determined by GEOID03.
 CE0476
 CE0476;                    North         East     Units Scale Factor Converg.
 CE0476;SPC TX C     - 3,229,717.376   139,088.226   MT  0.99993695   -3 02 45.7
 CE0476;SPC TX C     -10,596,164.42    456,325.29   sFT  0.99993695   -3 02 45.7
 CE0476;UTM  13      - 3,497,254.149   381,682.811   MT  0.99977266   -0 39 13.3
 CE0476
 CE0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0476!SPC TX C     -   0.99982975  x   0.99993695  =   0.99976672
 CE0476!UTM  13      -   0.99982975  x   0.99977266  =   0.99960245
 CE0476
 CE0476|---------------------------------------------------------------------|
 CE0476| PID    Reference Object                     Distance      Geod. Az  |
 CE0476|                                                           dddmmss.s |
 CE0476| CC7502 THOMAS RM 1                          13.970 METERS 04235     |
 CE0476| CC7503 THOMAS RM 2                          14.250 METERS 16354     |
 CE0476| CC7501 THOMAS AZ MK                                       3232618.8 |
 CE0476|---------------------------------------------------------------------|
 CE0476
 CE0476                          SUPERSEDED SURVEY CONTROL
 CE0476
 CE0476  NAD 83(1986)-  31 36 15.56662(N)    106 14 50.11096(W) AD(       ) 2
 CE0476  NAD 27      -  31 36 15.15200(N)    106 14 48.18900(W) AD(       ) 2
 CE0476  NGVD 29 (07/19/86) 1108.05   (m)         3635.3    (f) LEVELING    3  
 CE0476
 CE0476.Superseded values are not recommended for survey control.
 CE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0476.See file dsdata.txt to determine how the superseded data were derived.
 CE0476
 CE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ8168397254(NAD 83)
 CE0476_MARKER: DS = TRIANGULATION STATION DISK
 CE0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0476
 CE0476  HISTORY     - Date     Condition        Report By
 CE0476  HISTORY     - 1934     MONUMENTED       CGS
 CE0476  HISTORY     - 1950     GOOD             AMS
 CE0476  HISTORY     - 1956     POOR             CGS
 CE0476  HISTORY     - 1956     MARK NOT FOUND   CGS
 CE0476
 CE0476                          STATION DESCRIPTION
 CE0476
 CE0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CE0476'STATION IS ABOUT 1-1/2 MILES NW OF CLINT AND ABOUT 2-1/2 MILES
 CE0476'E OF THE RIO GRANDE RIVER.  IT IS 57 FEET E OF THE CENTER LINE
 CE0476'OF HIGHWAY U.S. NO. 80, 49 FEET S OF A 20-FOOT DRAINAGE CANAL
 CE0476'AND ON PROPERTY OWNED BY S.C. THOMAS OF CLINT.
 CE0476'
 CE0476'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CE0476'BRONZE DISKS SET IN CONCRETE.
 CE0476'
 CE0476'REFERENCE MARK NO. 1 IS 56 FEET S OF THE CENTER LINE OF THE
 CE0476'DRAINAGE CANAL.
 CE0476'
 CE0476'REFERENCE MARK NO. 2 IS 41 FEET E OF THE CENTER LINE OF U.S.
 CE0476'HIGHWAY 80.
 CE0476'
 CE0476'THE AZIMUTH MARK IS 52 FEET E OF THE CENTER LINE OF U.S. HIGHWAY
 CE0476'80 AND 96 FEET S OF THE S END OF THE E WALL OF A CULVERT OVER
 CE0476'AN IRRIGATION CANAL RUNNING E AND W UNDER THE HIGHWAY.
 CE0476'
 CE0476'THE STATION IS REACHED FROM THE CLINT RAILROAD DEPOT BY GOING
 CE0476'W 0.4 MILE TO U.S. HIGHWAY 80.  FROM THERE TURN N AND GO 1.5
 CE0476'MILES TO THE FIRST BRIDGE OVER A DRAINAGE CANAL.  THE STATION
 CE0476'IS SE OF THIS BRIDGE.
 CE0476
 CE0476                          STATION RECOVERY (1950)
 CE0476
 CE0476'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1950
 CE0476'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE MARK IS
 CE0476'A STANDARD DISK, STAMPED THOMAS 1934 AND SET IN A CONCRETE
 CE0476'MONUMENT 8 IN. BELOW THE SURFACE.
 CE0476'
 CE0476'REFERENCE MARK 1 HAS BEEN DESTROYED.
 CE0476
 CE0476                          STATION RECOVERY (1956)
 CE0476
 CE0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LWD)
 CE0476'A CONCRETE MONUMENT (TABLET MISSING) WAS LYING ON THE E SIDE OF
 CE0476'A CANAL NEAR THE AREA DESCRIBED.
 CE0476
 CE0476                          STATION RECOVERY (1956)
 CE0476
 CE0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CE0476'TRIANGULATION STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 CE0476'
 CE0476'REFERENCE MARK 1 HAS BEEN DESTROYED.  THE POST WAS FOUND BROKEN
 CE0476'OFF.  THE DISK WAS RECOVERED.
 CE0476'
 CE0476'REFERENCE MARK 2 AND AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0652 ***********************************************************************
 DP0652  DESIGNATION -  THOMAS
 DP0652  PID         -  DP0652
 DP0652  STATE/COUNTY-  TX/LYNN
 DP0652  USGS QUAD   -  NEW HOME (1985)
 DP0652
 DP0652                         *CURRENT SURVEY CONTROL
 DP0652  ___________________________________________________________________
 DP0652* NAD 83(1993)-  33 19 41.79883(N)    101 53 21.91060(W)     ADJUSTED  
 DP0652* NAVD 88     -       985.7    (meters)    3234.     (feet)  VERTCON   
 DP0652  ___________________________________________________________________
 DP0652  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 DP0652  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 DP0652
 DP0652  HORZ ORDER  -  FIRST
 DP0652
 DP0652.The horizontal coordinates were established by classical geodetic methods
 DP0652.and adjusted by the National Geodetic Survey in February 1996..
 DP0652
 DP0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0652
 DP0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0652
 DP0652.The geoid height was determined by GEOID03.
 DP0652
 DP0652;                    North         East     Units Scale Factor Converg.
 DP0652;SPC TXNC     - 2,189,346.526   284,517.322   MT  0.99988424   -1 50 54.9
 DP0652;SPC TXNC     - 7,182,881.06    933,453.91   sFT  0.99988424   -1 50 54.9
 DP0652;UTM  14      - 3,691,408.838   231,040.939   MT  1.00049197   -1 35 18.6
 DP0652
 DP0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0652!SPC TXNC     -   0.99984912  x   0.99988424  =   0.99973338
 DP0652!UTM  14      -   0.99984912  x   1.00049197  =   1.00034101
 DP0652
 DP0652:                Primary Azimuth Mark                     Grid Az
 DP0652:SPC TXNC     -  LUBBOCK MUNICIPAL STANDPIPE              006 51 46.9
 DP0652:UTM  14      -  LUBBOCK MUNICIPAL STANDPIPE              006 36 10.6
 DP0652
 DP0652|---------------------------------------------------------------------|
 DP0652| PID    Reference Object                     Distance      Geod. Az  |
 DP0652|                                                           dddmmss.s |
 DP0652| DP0674 LUBBOCK MUNICIPAL STANDPIPE         APPROX.27.7 KM 0050052.0 |
 DP0652| CJ8642 THOMAS RM                            51.182 METERS 02634     |
 DP0652| DP0636 SLATON COTTON COMPRESS TANK         APPROX.26.2 KM 0600653.8 |
 DP0652| DP0643 TAHOKA MUNICIPAL TANK               APPROX.19.5 KM 1530316.6 |
 DP0652| CJ8643 THOMAS RM 1                         125.776 METERS 17804     |
 DP0652| DP0653 NEW HOME WATER TANK                 APPROX. 2.0 KM 2595138.5 |
 DP0652| CJ8644 THOMAS RM 2 AZIMUTH                                2705538.4 |
 DP0652|---------------------------------------------------------------------|
 DP0652
 DP0652                          SUPERSEDED SURVEY CONTROL
 DP0652
 DP0652  NAD 83(1986)-  33 19 41.80681(N)    101 53 21.90214(W) AD(       ) 1
 DP0652  NAD 27      -  33 19 41.48800(N)    101 53 20.31800(W) AD(       ) 1
 DP0652  NGVD 29 (07/19/86)  985.3    (m)         3233.     (f) VERT ANG       
 DP0652
 DP0652.Superseded values are not recommended for survey control.
 DP0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0652.See file dsdata.txt to determine how the superseded data were derived.
 DP0652
 DP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3104191409(NAD 83)
 DP0652_MARKER: DS = TRIANGULATION STATION DISK
 DP0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0652
 DP0652  HISTORY     - Date     Condition        Report By
 DP0652  HISTORY     - 1932     MONUMENTED       CGS
 DP0652  HISTORY     - 1935     GOOD             CGS
 DP0652  HISTORY     - 1937     GOOD             TSI
 DP0652  HISTORY     - 1937     GOOD             TXHD
 DP0652  HISTORY     - 1938     GOOD             TXHD
 DP0652  HISTORY     - 1941     GOOD             LOCENG
 DP0652  HISTORY     - 1946     GOOD             CGS
 DP0652  HISTORY     - 1946     GOOD             TXHD
 DP0652  HISTORY     - 1949     GOOD             CGS
 DP0652  HISTORY     - 1961     GOOD             CGS
 DP0652  HISTORY     - 1968     GOOD             USGS
 DP0652
 DP0652                          STATION DESCRIPTION
 DP0652
 DP0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0652'ABOUT 0.7 MILE WEST AND 0.1 MILE NORTH OF THE SOUTHEAST CORNER
 DP0652'OF SECTION 16, BLOCK 11, ABOUT 18 MILES SOUTH AND 2-1/2 MILES
 DP0652'WEST OF THE COURTHOUSE IN LUBBOCK, ON LAND OWNED BY THE
 DP0652'THOMAS BROTHERS OF TAHOKA, NEAR THE NORTHWEST CORNER OF THE
 DP0652'BARN LOT, NORTHWEST OF SOME PIG PENS AND A STACK LOT, ON
 DP0652'HIGH GROUND, 128.5 FEET NORTHWEST-BY-NORTH OF WELL AND WINDMILL,
 DP0652'217 FEET NORTHEAST OF THE SOUTHEAST CORNER OF DINGY BUNGALOW
 DP0652'TENANT HOUSE, AND 35 METERS (115 FEET) WEST OF THE NORTHWEST
 DP0652'CORNER POST OF THE STACK LOT.  TO REACH THE STATION FROM
 DP0652'LUBBOCK GO SOUTH 17.8 MILES ON UNITED STATES HIGHWAY 385
 DP0652'FROM THE COURTHOUSE TO A WHITE STUCCO FILLING STATION
 DP0652'(SINCLAIR) LABELED WAYSIDE ON WEST SIDE OF ROAD.  THIS IS
 DP0652'ABOUT 4.5 MILES SOUTH OF THE END OF THE CONCRETE PAVING.
 DP0652'HERE TURN WEST ON ROAD TO NEW HOME AND GO 4.75 MILES TO
 DP0652'STATION.
 DP0652'
 DP0652'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 DP0652'IN CONCRETE.  REFERENCE MARKS ARE
 DP0652'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 DP0652'IN FENCE LINE NORTH OF ROAD, ABOUT 35 YARDS EAST OF GATE TO
 DP0652'HOUSE, AND 412.55 FEET FROM STATION.
 DP0652'NO. 2 IS IN FENCE CORNER, AT FIRST
 DP0652'NORTH-AND-SOUTH FENCE WEST OF STATION, AND 0.27 MILE (BY
 DP0652'SPEEDOMETER) FROM STATION.
 DP0652'OTHER BEARINGS FROM STATION ARE--LUBBOCK, MUNICIPAL
 DP0652'STANDPIPE, N 05 DEG 01 MIN E.  TAKHOKA, MUNICIPAL WATER
 DP0652'TANK, FINIAL, S 26 DEG 57 MIN E.
 DP0652
 DP0652                          STATION RECOVERY (1935)
 DP0652
 DP0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DP0652'STATION IS ONE MILE EAST OF NEW HOME, TEXAS, IN THE
 DP0652'SOUTHWEST QUARTER OF SEC. 16, BLOCK 11.  IT IS LOCATED IN
 DP0652'THE BARN LOT OF THE PLACE RENTED AND OCCUPIED BY J.D. WEAVER
 DP0652'AND OWNED BY THOMAS BROTHERS OF TAHOKA.  IS 127.5 FEET
 DP0652'NORTH-NORTHWEST OF WINDMILL, 219 FEET NORTHEAST OF THE SOUTHEAST
 DP0652'CORNER OF THE HOUSE.  62 FEET WEST OF A FENCE T-INTERSECTION,
 DP0652'AND PROJECTS 2 INCHES.  THE STATION MARK IS
 DP0652'STAMPED THOMAS 1932.  IT WAS
 DP0652'RECOVERED IN GOOD CONDITION.
 DP0652'
 DP0652'REFERENCE MARK NO. 1 IS SOUTH OF STATION.  35 FEET EAST OF
 DP0652'GATE POST IN FENCE LINE.  35 FEET NORTH OF THE CENTER LINE
 DP0652'AND IS DIRECTLY UNDER THE NORTH RIGHT-OF-WAY FENCE OF THE
 DP0652'GRADED ROAD.  IS SET FLUSH WITH THE GROUND AND IS STAMPED
 DP0652'THOMAS 1932.  IT WAS RECOVERED IN GOOD CONDITION.
 DP0652'
 DP0652'REFERENCE MARK NO. 2, USED AS AZIMUTH, IS WEST OF STATION.
 DP0652'1 FOOT EAST OF NORTH-SOUTH FENCE, 300 FEET NORTH OF FENCE
 DP0652'CORNER, PROJECTS 3 INCHES AND IS STAMPED THOMAS 1932.  IT
 DP0652'WAS RECOVERED IN GOOD CONDITION.
 DP0652'
 DP0652'REFERENCE MARK (NO NUMBER) IS NORTH-NORTHEAST OF STATION,
 DP0652'2 FEET SOUTHWEST OF FENCE CORNER AND PROJECTS 4 INCHES.
 DP0652'IT IS A NEW MARK, AND IS STAMPED
 DP0652'THOMAS 1935.
 DP0652'
 DP0652'STATION IS REACHED FROM THE COURTHOUSE IN LUBBOCK, TEXAS, BY
 DP0652'DRIVING SOUTH ON U.S. ROUTE 385 FOR 18.3 MILE TO A T-ROAD
 DP0652'INTERSECTION, WITH THE WAYSIDE SERVICE STATION IN THE
 DP0652'SOUTHWEST ANGLE.  TURN RIGHT OR WEST AND GO 4.8 MILES TO THE
 DP0652'HOUSE OF MR. WEAVER ON THE RIGHT.  TURN RIGHT THROUGH GATE
 DP0652'AND GO ABOUT 0.1 MILE NRTHERLY TO THE NORTHWEST CORNER OF BARN
 DP0652'LOT AND STATION.
 DP0652'
 DP0652'IMPRACTICAL TO MEASURE BETWEEN REFERENCE MARKS.
 DP0652'
 DP0652'A 50-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 DP0652
 DP0652                          STATION RECOVERY (1937)
 DP0652
 DP0652'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 DP0652'DESCRIPTION SATISFACTORY.  STATION IS 1-1/4 MILES EAST OF
 DP0652'NEW HOME.
 DP0652
 DP0652                          STATION RECOVERY (1937)
 DP0652
 DP0652'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DP0652'TO REACH STATION FROM TAHOKA (LYNN COUNTY), GO NORTH ON STATE
 DP0652'HIGHWAY 9, (U.S. 87), FOR 10.82 MILES FROM LYNN COUNTY
 DP0652'COURTHOUSE TO A WHITE STUCCO FILLING STATION (CONOCO) LABELED
 DP0652'WAYSIDE ON WEST SIDE OF ROAD.  HERE TURN WEST ON ROAD TO
 DP0652'NEW HOME AND GO 4.70 MILES TO STATION.  STATION MARKER LOCATED
 DP0652'85 PACES NORTH OF ROAD.  STATION MARK, REFERENCE MARKS NOS.
 DP0652'1 AND 2, AND REFERENCE MARK (THOMAS, 1935) IN GOOD CONDITION.
 DP0652'DETAILED DESCRIPTION OF STATION MARKER AND REEFERENCE MARK
 DP0652'IN THE BARN LOT OF TENANT HOUSE OF THOMAS BROTHERS OF TAHOKA
 DP0652'IS SATISFACTORY.
 DP0652
 DP0652                          STATION RECOVERY (1938)
 DP0652
 DP0652'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0652'DESCRIPTION AS GIVEN BY C.I.A. AND W.R.P. IN REACHING STATIN
 DP0652'IS SATISFACTORY.  STATION AND REFERENCE MARKS WERE FOUND IN
 DP0652'GOOD CONDITON.  NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DP0652
 DP0652                          STATION RECOVERY (1941)
 DP0652
 DP0652'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 DP0652'STATION RECOVERED BY MAGNOLIA PETROLEUM CO.
 DP0652'
 DP0652'STATION RECOVERED IN GOOD CONDITION.
 DP0652
 DP0652                          STATION RECOVERY (1946)
 DP0652
 DP0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FCS)
 DP0652'THE RIGHT-OF-WAY ON THIS FARM TO MARKET HIGHWAY HAS BEEN
 DP0652'WIDENED AND THE REFERENCE MARK IS ABOUT 15 FEET OUT IN THE
 DP0652'RIGHT-OF-WAY IN LINE WITH THE PROPOSED DITCH.  THIS REFERENCE
 DP0652'POINT IS IN THE WAY OF CONSTRUCTION.  WE WOULD LIKE TO REMOVE IT
 DP0652'FROM THE DITCH LINE.
 DP0652
 DP0652                          STATION RECOVERY (1946)
 DP0652
 DP0652'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1946
 DP0652'LETTER OF MR. F.C. STANLEY, RESIDENT ENGINEER, TEXAS HIGHWAY
 DP0652'DEPT., LUBBOCK, TEXAS, DATED SEPT. 10, 1946--
 DP0652'
 DP0652'REFERENCE MARK 1, STAMPED THOMAS NO 1 RESET 1946 WAS RESET.
 DP0652'THE MARK WAS PLACED 15.00 FEET N, IN DIRECT LINE WITH OLD
 DP0652'MARK AND THE TRIANGULATION STATION.  IT IS NOW IN THE N
 DP0652'RIGHT-OF-WAY LINE OF FARM HIGHWAY 211.
 DP0652'
 DP0652'REFERENCE MARK STAMPED, THOMAS NO 1 1932 WAS RECEIVED AT THIS
 DP0652'OFFICE SEPT. 17, 1946.
 DP0652
 DP0652                          STATION RECOVERY (1949)
 DP0652
 DP0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DP0652'STATION RECOVERED IN GOOD CONDITION.  R.M. 1 FOUND LYING
 DP0652'IN DITCH.  NO OTHER REFERENCE MARK RECOVERED.
 DP0652
 DP0652                          STATION RECOVERY (1961)
 DP0652
 DP0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 DP0652'STATION AND ONE REFERENCE MARK WERE RECOVERED AND FOUND IN
 DP0652'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT WAS
 DP0652'NOT FOUND.  REFERENCE MARK NO. 2 IS DESTROYED.  A NEW
 DP0652'DESCRIPTION FOLLOWS--
 DP0652'
 DP0652'THE STATION IS ABOUT 1 MILE EAST OF NEW HOME AND 12 MILES
 DP0652'NORTH-NORTHWEST OF TAHOKA.
 DP0652'
 DP0652'TO REACH THE STATION FROM THE LYNN COUNTY COURTHOUSE IN
 DP0652'TAHOKA, GO NORTH ON U.S. HIGHWAY NO. 87 FOR 10.8 MILES TO THE
 DP0652'JUNCTION OF FARM ROAD NO. 211.  TURN LEFT AND GO WEST ON
 DP0652'FARM ROAD NO. 211 FOR 4.6 MILES TO A LARGE HOUSE ON THE
 DP0652'RIGHT.  TURN RIGHT AND GOI 450 FEET TO THE STATION SITE IN THE
 DP0652'BACK YARD OF HOUSE.
 DP0652'
 DP0652'STATION MARK, A STANDARD DISK STAMPED THOMAS 1932, IS SET IN
 DP0652'CONCRETE AT THE CENTER OF A 14 BY 14 INCH CONCRETE POST WHICH
 DP0652'PROJECTS 12 INCHES.  IT IS 156.0 FEET NORTH OF THE NORTH EDGE
 DP0652'OF A LARGE HOUSE, 40.4 FEET SOUTHWEST OF A 16 INCH TREE,
 DP0652'AND 72.0 FEET WEST OF A TELEPHONE POLE.
 DP0652'
 DP0652'REFERENCE MARK (NO NUMBER), A STANDARD DISK STAMPED THOMAS
 DP0652'1935, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 DP0652'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 26.0 FEET NORTHEAST
 DP0652'OF THE NORTHEAST CORNER OF A SMALL BUILDING.
 DP0652
 DP0652                          STATION RECOVERY (1968)
 DP0652
 DP0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 DP0652'THE STATION IS LOCATED NORTH 26 DEG WEST ABOUT 12.5 MILES
 DP0652'AIRLINE FROM TAHOKA, TEXAS, IN THE GARDEN OF THE THOMAS RESIDENCE
 DP0652'ON THE NORTH SIDE OF FARM-TO-MARKET ROAD 211, 1.25 MILES
 DP0652'EAST OF NEW HOME.
 DP0652'
 DP0652'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 380 IN
 DP0652'TAHOKA, GO 11.2 MILES NORTH ON U.S. HIGHWAY 87, TURNLEFT AND GO
 DP0652'4.75 MILES WEST ON FARM-TO-MARKET ROAD 211 TO THE STATION
 DP0652'SITE ON THE RIGHT.  THE STATION IS IN A CULTIVATED AREA BETWEEN
 DP0652'TWO WIND BREAKS AT THE REAR OF THE HOUSE ABOUT 450 FEET
 DP0652'NORTH OF THE HIGHWAY.
 DP0652'
 DP0652'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 DP0652'PROJECTING 1.0 FEET AND STAMPED THOMAS 1932.
 DP0652'
 DP0652'NOTE--REFERENCE MARK (NO NUMBER) THOMAS 1935 RECOVERED IN
 DP0652'GOOD CONDITION IN CULTIVATED AREA.  REFERENCE MARK NO. 1
 DP0652'REPORTED BY OWNER TO HAVE BEEN RESET BY HIGHWAY CONSTRUCTION
 DP0652'UNDERGROUND IN THE FRONT YARD.  IT IS NOT VISIBLE FROM THE
 DP0652'STATION.
 DP0652'
 DP0652'REFERENCE MARK NO. 2 IS DESTROYED.  THE STATION IS TO BE
 DP0652'REOCCUPIED BY A USC AND GS SURVEY PARTY IN THE IMMEDIATE FUTURE
 DP0652'AT WHICH TIME NEW REFERENCE MARKS WILL PROBABLY BE SET AND
 DP0652'OBSERVED.  THE NEW HOME WATER TANK IS VISIBLE FROM THE
 DP0652'GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1058 ***********************************************************************
 CU1058  DESIGNATION -  THOMAS
 CU1058  PID         -  CU1058
 CU1058  STATE/COUNTY-  TX/BORDEN
 CU1058  USGS QUAD   -  IRA SW (1974)
 CU1058
 CU1058                         *CURRENT SURVEY CONTROL
 CU1058  ___________________________________________________________________
 CU1058* NAD 83(1993)-  32 34 00.29824(N)    101 12 19.01764(W)     ADJUSTED  
 CU1058* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 CU1058  ___________________________________________________________________
 CU1058  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CU1058  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CU1058
 CU1058  HORZ ORDER  -  FIRST
 CU1058
 CU1058.The horizontal coordinates were established by classical geodetic methods
 CU1058.and adjusted by the National Geodetic Survey in February 1996..
 CU1058
 CU1058.The orthometric height was scaled from a topographic map.
 CU1058
 CU1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1058
 CU1058.The geoid height was determined by GEOID03.
 CU1058
 CU1058;                    North         East     Units Scale Factor Converg.
 CU1058;SPC TXNC     - 2,103,081.173   346,005.657   MT  0.99990819   -1 28 31.6
 CU1058;SPC TXNC     - 6,899,858.82  1,135,186.89   sFT  0.99990819   -1 28 31.6
 CU1058;UTM  14      - 3,605,403.717   292,969.074   MT  1.00012856   -1 11 14.9
 CU1058
 CU1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1058!SPC TXNC     -   0.99989213  x   0.99990819  =   0.99980033
 CU1058!UTM  14      -   0.99989213  x   1.00012856  =   1.00002068
 CU1058
 CU1058:                Primary Azimuth Mark                     Grid Az
 CU1058:SPC TXNC     -  IRA C T MCLAUGHLIN CO MAST               048 27 52.7
 CU1058:UTM  14      -  IRA C T MCLAUGHLIN CO MAST               048 10 36.0
 CU1058
 CU1058|---------------------------------------------------------------------|
 CU1058| PID    Reference Object                     Distance      Geod. Az  |
 CU1058|                                                           dddmmss.s |
 CU1058| CU1053 IRA C T MCLAUGHLIN CO MAST          APPROX.15.1 KM 0465921.1 |
 CU1058| CU1060 VINCENT ATT MICROWAVE               APPROX. 5.4 KM 2005103.6 |
 CU1058| CU1102 BIG SPRINGS KWAB TV MW RELAY        APPROX.18.3 KM 2102718.5 |
 CU1058| CH9751 THOMAS RM 2                          23.008 METERS 25701     |
 CU1058| CH9749 THOMAS AZ MK                                       3341019.2 |
 CU1058| CU1059 IRA AMERADA PETRO MAST KKE 672      APPROX. 5.5 KM 3431333.1 |
 CU1058| CH9750 THOMAS RM 1                          22.064 METERS 34959     |
 CU1058|---------------------------------------------------------------------|
 CU1058
 CU1058                          SUPERSEDED SURVEY CONTROL
 CU1058
 CU1058  NAD 83(1986)-  32 34 00.30389(N)    101 12 19.00901(W) AD(       ) 1
 CU1058  NAD 27      -  32 33 59.90380(N)    101 12 17.56339(W) AD(       ) 1
 CU1058
 CU1058.Superseded values are not recommended for survey control.
 CU1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1058.See file dsdata.txt to determine how the superseded data were derived.
 CU1058
 CU1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9296905404(NAD 83)
 CU1058_MARKER: DS = TRIANGULATION STATION DISK
 CU1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1058
 CU1058  HISTORY     - Date     Condition        Report By
 CU1058  HISTORY     - 1968     MONUMENTED       CGS
 CU1058
 CU1058                          STATION DESCRIPTION
 CU1058
 CU1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1058'STATION IS LOCATED 20 MILES NORTH-NORTHEAST OF COAHOMA, 12 MILES
 CU1058'WEST OF IRA, 2 MILES SOUTHWEST OF THE CENTER OF THE MAIN PART OF
 CU1058'THE J.B. THOMAS LAKE AND ON PROPERTY OWNED BY THE CONRAD RANCH.
 CU1058'
 CU1058'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 350 AND
 CU1058'FARM ROAD 1606 IN IRA, GO SOUTHWEST ON STATE HIGHWAY 350 FOR 15.15
 CU1058'MILES TO THE JUNCTION OF FARM ROAD 1205 AND COLEMANS COUNTRY STORE
 CU1058'ON THE LEFT, TURN RIGHT, NORTH, ON FARM ROAD 1205 FOR 3.3 MILES TO
 CU1058'A MICROWAVE TOWER ON THE LEFT, CONTINUE NORTH ON FARM ROAD 1205
 CU1058'FOR 2.15 MILES TO A FORK, KEEP RIGHT FORK AND CONTINUE NORTH ON
 CU1058'PAVED ROAD FOR 1.9 MILES TO A SIDE ROAD RIGHT AND SIGNS ON THE
 CU1058'LEFT, TURN RIGHT, EAST, CROSSING CATTLE GUARD FOR 0.8 MILE ON
 CU1058'GRAVELED ROAD TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON
 CU1058'GRAVELED ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT AND DIM TRACK ROAD
 CU1058'RIGHT (TURN RIGHT, SOUTHWEST, ON DIM TRACK ROAD FOR 0.3 MILE
 CU1058'TO A POWERLINE AND THE AZIMUTH MARK ON THE LEFT), CONTINUE
 CU1058'SOUTH ON GRAVELED ROAD FOR 0.9 MILE TO A FORK, KEEP RIGHT FORK
 CU1058'AND GO SOUTH ON BLADED ROAD FOR 0.4 MILE TO A CROSSROAD, TURN
 CU1058'RIGHT, WEST, ON TRACK ROAD FOR 0.1 MILE TO A FORK, KEEP LEFT
 CU1058'FORK AND CONTINUE WEST FOR 0.1 MILE TO THE STATION ON THE
 CU1058'RIGHT.
 CU1058'
 CU1058'STATION MARK, A STANDARD DISK STAMPED THOMAS 1968 SET IN THE TOP
 CU1058'OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS
 CU1058'156 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 CU1058'
 CU1058'REFERENCE MARK 1, A STANDARD DISK STAMPED THOMAS NO 1 1968 SET IN
 CU1058'THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND
 CU1058'IS 228 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 CU1058'
 CU1058'REFERENCE MARK 2, A STANDARD DISK STAMPED THOMAS NO 2 1968 SET IN
 CU1058'THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND
 CU1058'167 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 CU1058'
 CU1058'AZIMUTH MARK, A STANDARD DISK STAMPED THOMAS 1968 SET IN THE TOP
 CU1058'OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE THE
 CU1058'GROUND.  IT IS 84 FEET EAST OF THE CENTER OF A TRACK ROAD AND 4
 CU1058'FEET WEST OF A POWERLINE POLE.
 CU1058'
 CU1058'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1480 ***********************************************************************
 AJ1480  DESIGNATION -  THOMAS POST
 AJ1480  PID         -  AJ1480
 AJ1480  STATE/COUNTY-  TX/WEBB
 AJ1480  USGS QUAD   -  LAS TIENDAS (1975)
 AJ1480
 AJ1480                         *CURRENT SURVEY CONTROL
 AJ1480  ___________________________________________________________________
 AJ1480* NAD 83(1986)-  27 53 25.     (N)    099 44 22.     (W)     SCALED    
 AJ1480* NAVD 88     -       237.50   (+/-2cm)     779.2    (feet)  VERTCON   
 AJ1480  ___________________________________________________________________
 AJ1480  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AJ1480
 AJ1480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1480
 AJ1480.The horizontal coordinates were scaled from a topographic map and have
 AJ1480.an estimated accuracy of +/- 6 seconds.
 AJ1480
 AJ1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1480.The vertical order pertains to the NGVD 29 superseded value.
 AJ1480
 AJ1480.The geoid height was determined by GEOID03.
 AJ1480
 AJ1480;                    North         East    Units  Estimated Accuracy
 AJ1480;SPC TX S     - 5,246,970.      177,960.      MT  (+/- 180 meters Scaled)
 AJ1480
 AJ1480                          SUPERSEDED SURVEY CONTROL
 AJ1480
 AJ1480  NGVD 29 (??/??/92)  237.46   (m)          779.1    (f) COMPUTED    2 0
 AJ1480
 AJ1480.Superseded values are not recommended for survey control.
 AJ1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1480.See file dsdata.txt to determine how the superseded data were derived.
 AJ1480
 AJ1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR272852(NAD 83)
 AJ1480_MARKER: U = CONCRETE POST
 AJ1480_SETTING: 0 = UNSPECIFIED SETTING
 AJ1480_MARK LOGO: CGS   
 AJ1480_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1480
 AJ1480  HISTORY     - Date     Condition        Report By
 AJ1480  HISTORY     - 1965     MONUMENTED       USGS
 AJ1480
 AJ1480                          STATION DESCRIPTION
 AJ1480
 AJ1480'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ1480'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 20.6 MILES NORTHWEST
 AJ1480'ALONG TEXAS FARM ROAD 1472, THENCE 9.7 MILES NORTH-NORTHEAST ALONG
 AJ1480'THE LA MESA RANCH ROAD, ABOUT 1.2 MILES NORTH OF A RANCH, 800 FEET
 AJ1480'EAST OF A WINDMILL, 30 FEET EAST OF THE CENTERLINE OF THE ROAD.
 AJ1480'NOTE-- THE STATION TABLET HAS BEEN PULLED OUT OF THE CONCRETE POST.
 AJ1480'THE ELEVATION IS ON THE CORNER OF THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1481 ***********************************************************************
 AJ1481  DESIGNATION -  THOMAS RM
 AJ1481  PID         -  AJ1481
 AJ1481  STATE/COUNTY-  TX/WEBB
 AJ1481  USGS QUAD   -  LAS TIENDAS (1975)
 AJ1481
 AJ1481                         *CURRENT SURVEY CONTROL
 AJ1481  ___________________________________________________________________
 AJ1481* NAD 83(1986)-  27 53 25.     (N)    099 44 22.     (W)     SCALED    
 AJ1481* NAVD 88     -       237.50   (+/-2cm)     779.2    (feet)  VERTCON   
 AJ1481  ___________________________________________________________________
 AJ1481  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AJ1481
 AJ1481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1481
 AJ1481.The horizontal coordinates were scaled from a topographic map and have
 AJ1481.an estimated accuracy of +/- 6 seconds.
 AJ1481
 AJ1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1481.The vertical order pertains to the NGVD 29 superseded value.
 AJ1481
 AJ1481.The geoid height was determined by GEOID03.
 AJ1481
 AJ1481;                    North         East    Units  Estimated Accuracy
 AJ1481;SPC TX S     - 5,246,970.      177,960.      MT  (+/- 180 meters Scaled)
 AJ1481
 AJ1481                          SUPERSEDED SURVEY CONTROL
 AJ1481
 AJ1481  NGVD 29 (??/??/92)  237.47   (m)          779.1    (f) COMPUTED    2 0
 AJ1481
 AJ1481.Superseded values are not recommended for survey control.
 AJ1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1481.See file dsdata.txt to determine how the superseded data were derived.
 AJ1481
 AJ1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR272852(NAD 83)
 AJ1481_MARKER: DB = BENCH MARK DISK
 AJ1481_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1481_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1481_MARK LOGO: CGS   
 AJ1481_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1481
 AJ1481  HISTORY     - Date     Condition        Report By
 AJ1481  HISTORY     - 1917     MONUMENTED       CGS
 AJ1481  HISTORY     - 19650107 GOOD             USGS
 AJ1481
 AJ1481                          STATION DESCRIPTION
 AJ1481
 AJ1481'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ1481'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 20.6 MILES NORTHWEST
 AJ1481'ALONG TEXAS FARM ROAD 1472, THENCE 9.7 MILES NORTH-NORTHEAST ALONG
 AJ1481'THE LA MESA RANCH ROAD, 48 FEET SOUTHEAST OF STATION THOMAS, SET IN A
 AJ1481'BLOCK OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0484 ***********************************************************************
 AX0484  DESIGNATION -  THOMPSON
 AX0484  PID         -  AX0484
 AX0484  STATE/COUNTY-  TX/WHARTON
 AX0484  USGS QUAD   -  LANE CITY (1980)
 AX0484
 AX0484                         *CURRENT SURVEY CONTROL
 AX0484  ___________________________________________________________________
 AX0484* NAD 83(1993)-  29 08 24.28102(N)    096 05 18.21875(W)     ADJUSTED  
 AX0484* NAVD 88     -        23.50   (+/-2cm)      77.1    (feet)  VERTCON   
 AX0484  ___________________________________________________________________
 AX0484  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AX0484  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0484
 AX0484  HORZ ORDER  -  FIRST
 AX0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0484
 AX0484.The horizontal coordinates were established by classical geodetic methods
 AX0484.and adjusted by the National Geodetic Survey in February 1996..
 AX0484
 AX0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0484.The vertical order pertains to the NGVD 29 superseded value.
 AX0484
 AX0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0484
 AX0484.The geoid height was determined by GEOID03.
 AX0484
 AX0484;                    North         East     Units Scale Factor Converg.
 AX0484;SPC TXSC     - 4,148,348.235   883,253.972   MT  0.99986899   +1 25 35.2
 AX0484;SPC TXSC     -13,610,039.17  2,897,809.07   sFT  0.99986899   +1 25 35.2
 AX0484;UTM  14      - 3,227,011.962   783,271.585   MT  1.00059031   +1 25 07.5
 AX0484
 AX0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0484!SPC TXSC     -   1.00000057  x   0.99986899  =   0.99986956
 AX0484!UTM  14      -   1.00000057  x   1.00059031  =   1.00059088
 AX0484
 AX0484|---------------------------------------------------------------------|
 AX0484| PID    Reference Object                     Distance      Geod. Az  |
 AX0484|                                                           dddmmss.s |
 AX0484| AX0485 THOMPSON RM 1                        38.384 METERS 02602     |
 AX0484| CV6867 THOMPSON AZ MK                                     2440630.3 |
 AX0484| AX0486 THOMPSON RM 2                        29.713 METERS 28802     |
 AX0484| AX2688 EL CAMPO RICE MILLING CO TANK       APPROX.18.5 KM 2901034.6 |
 AX0484| AX2684 PIERCE RANCH TEXAS CO TANK          APPROX.14.9 KM 3155852.3 |
 AX0484| AX2673 WHARTON MUNICIPAL TANK              APPROX.19.3 KM 3552825.9 |
 AX0484|---------------------------------------------------------------------|
 AX0484
 AX0484                          SUPERSEDED SURVEY CONTROL
 AX0484
 AX0484  NAD 83(1986)-  29 08 24.29155(N)    096 05 18.20428(W) AD(       ) 1
 AX0484  NAD 27      -  29 08 23.38500(N)    096 05 17.35200(W) AD(       ) 1
 AX0484  NGVD 29 (??/??/92)   23.516  (m)           77.15   (f) ADJ UNCH    2 0
 AX0484
 AX0484.Superseded values are not recommended for survey control.
 AX0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0484.See file dsdata.txt to determine how the superseded data were derived.
 AX0484
 AX0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8327227012(NAD 83)
 AX0484_MARKER: DS = TRIANGULATION STATION DISK
 AX0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0484_STAMPING: THOMPSON 1935
 AX0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0484+STABILITY: SURFACE MOTION
 AX0484
 AX0484  HISTORY     - Date     Condition        Report By
 AX0484  HISTORY     - 1935     MONUMENTED       CGS
 AX0484  HISTORY     - 1941     GOOD             CGS
 AX0484  HISTORY     - 1941     GOOD             NGS
 AX0484  HISTORY     - 1954     GOOD             CGS
 AX0484  HISTORY     - 1980     SEE DESCRIPTION  NGS
 AX0484
 AX0484                          STATION DESCRIPTION
 AX0484
 AX0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX0484'THIS STATION IS ABOUT 11 MILES S OF WHARTON AND 11 MILES
 AX0484'SE OF EL CAMPO, ON LAND OWNED BY A.C. THOMPSON OF EL CAMPO,
 AX0484'AND IS SET IN GRASSY PLOT 44 FEET SE OF THE CENTER LINE OF
 AX0484'DIRT ROAD, 34 FEET NW OF BANK OF OLD RICE CANAL.  MARK PROJECTS
 AX0484'6 INCHES.
 AX0484'
 AX0484'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AX0484'BRONZE DISKS SET IN CONCRETE.
 AX0484'
 AX0484'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 28 FEET NW OF THE
 AX0484'CENTER LINE OF THE ROAD, 2 FEET SE OF THE RIGHT-OF-WAY FENCE
 AX0484'LINE AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS WNW
 AX0484'OF THE STATION, 28 FEET NW OF THE CENTER LINE OF THE ROAD,
 AX0484'1 FOOT SE OF RIGHT-OF-WAY FENCE LINE AND PROJECTS 6 INCHES.
 AX0484'
 AX0484'AZIMUTH MARK IS WSW OF THE STATION, 2 FEET SE OF THE RIGHT-OF-WAY
 AX0484'FENCE LINE, 27 FEET NW OF THE CENTER LINE OF THE STATION
 AX0484'AND PROJECTS 4 INCHES.
 AX0484'
 AX0484'TO REACH FROM WHARTON, GO SW ON U.S. HIGHWAY 96, 7.8 MILES
 AX0484'TO PIERCE RAILROAD STATION CONTINUE SW ON U.S. HIGHWAY 96,
 AX0484'0.55 MILE TO DIRT ROAD TO LEFT, ACROSS RAILROAD, KNOWN AS
 AX0484'PIERCES LANE, FOLLOW THIS ROAD SE 9.1 MILES TO T-ROAD, TURN
 AX0484'LEFT AND FOLLOW ROAD NE, 2.6 MILES TO STATION, ON RIGHT.
 AX0484'
 AX0484'A 90-FOOT TOWER WAS USED.
 AX0484'
 AX0484'ALL LIGHTS COME INTO VIEW AT 100 FEET.
 AX0484
 AX0484                          STATION RECOVERY (1941)
 AX0484
 AX0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 AX0484'THE FIELD PARTY DID NOT HAVE THE ORIGINAL DESCRIPTION AT
 AX0484'THE TIME OF RECOVERY.
 AX0484'
 AX0484'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 AX0484'TO BE IN GOOD CONDITION.
 AX0484'
 AX0484'THE STATION IS 11.8 MILES S OF WHARTON, 2.5 MILES W OF THE
 AX0484'COLORADO RIVER AND ALONG COUNTY ROAD RUNNING NE-SW.  IT IS
 AX0484'ABOUT 0.1 MILE NE OF INTERSECTION OF ROAD, 44.0 FEET SE OF
 AX0484'AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE COUNTY
 AX0484'ROAD, 19.0 FEET SE OF FENCE ON THE SE SIDE OF ROAD, AND 3.0
 AX0484'FEET N OF A 4- BY 4-INCH WOODEN MARKER POST.  STATION IS
 AX0484'STAMPED THOMPSON 1935.  THE MONUMENT PROJECTS
 AX0484'ABOUT 0.6 FOOT.
 AX0484'
 AX0484'R.M. 1 IS STAMPED THOMPSON NO. 1 1935.  IT IS
 AX0484'127.0 FEET NE OF THE STATION, 29.0 FEET NW OF AND ABOUT THE
 AX0484'SAME ELEVATION AS THE CENTER LINE OF THE COUNTY ROAD.  THE
 AX0484'MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AX0484'
 AX0484'R.M. 2 IS STAMPED THOMPSON NO. 2 1935.  IT IS
 AX0484'98.0 FEET WNW OF THE STATION AND 29.0 FEET NW OF AND ABOUT THE
 AX0484'SAME ELEVATION AS THE CENTER LINE OF THE COUNTY ROAD.  THE
 AX0484'MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AX0484'
 AX0484'THE STATION IS REACHED FROM THE SOUTHERN PACIFIC RAILROAD
 AX0484'STATION AT PIERCE.  PROCEED 0.5 MILE SW ALONG STATE HIGHWAY
 AX0484'59 TO THE INTERSECTION OF GRAVELED ROAD.  THENCE, GO 9.2
 AX0484'MILES SE ALONG GRAVELED ROAD TOWARDS MARKHAM TO THE INTERSECTION
 AX0484'OF CROSS ROAD.  THENCE, GO 2.6 MILES NE ALONG ROAD TOWARDS
 AX0484'THE COLORADO RIVER TO THE SITE OF THE STATION.
 AX0484
 AX0484                          STATION RECOVERY (1941)
 AX0484
 AX0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 AX0484'12.3 MI SE FROM PIERCE.
 AX0484'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PIERCE--
 AX0484'PROCEED 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 59 TO INTERSECTION
 AX0484'OF GRAVELED ROAD.  THENCE, GO 9.2 MILES SOUTHEAST ALONG GRAVELED ROAD
 AX0484'TOWARDS MARKHAM TO INTERSECTION OF CROSSROAD.  THENCE, GO 2.6 MILES
 AX0484'NORTHEASTERLY ALONG ROAD TO THE SITE OF THE STATION. STATION IS ABOUT
 AX0484'0.1 MILE NORTHEAST OF INTERSECTION OF ROAD, 44.0 FEET SOUTHEAST OF AND
 AX0484'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD AND 19.0 FEET
 AX0484'SOUTHEAST OF FENCE.   IT IS 3.0 FEET NORTH OF 4X4 INCH WOODEN MARKER
 AX0484'POST.  THE MONUMENT PROJECTS  0.6 FOOT.  STAMPED THOMPSON 1935.
 AX0484
 AX0484                          STATION RECOVERY (1954)
 AX0484
 AX0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX0484'THE STATION WAS RECOVERED AS DESCRIBED BY E.H.S. 1941 AND ALL
 AX0484'MARKS WERE FOUND IN VERY GOOD CONDITION.
 AX0484'
 AX0484'THE DESCRIPTION IS CORRECT AND ADEQUATE WITH THE FOLLOWING
 AX0484'ADDITIONS TO THE STATION MARK NOTES--
 AX0484'
 AX0484'THERE ARE FOUR UNIFORM WHITE HOUSES ABOUT 100 FEET SOUTHWEST
 AX0484'OF THE MARK.
 AX0484'
 AX0484'A NEW WITNESS POST WAS SET 2 FEET SOUTHEAST OF THE MARK.
 AX0484'
 AX0484'THE AZIMUTH MARK IS 3 FEET SOUTHEAST OF A WITNESS POST.
 AX0484
 AX0484                          STATION RECOVERY (1980)
 AX0484
 AX0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX0484'REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE RECOVERED AND
 AX0484'FOUND IN GOOD CONDITION.  HOWEVER THE STATION MARK WAS FOUND
 AX0484'BROKEN OFF ABOUT 8 INCHES BELOW THE SURFACE. A NEW SURFACE MARK
 AX0484'WAS SET ABOUT 10 INCHES BELOW THE GROUND SURFACE.
 AX0484'
 AX0484'THE STATION IS LOCATED 11-1/2 MILES SOUTHEAST OF EL CAMPO, 10
 AX0484'MILES SOUTHEAST OF PIERCE, 12 MILES SOUTH OF WHARTON, AND ON
 AX0484'PROPERTY OWNED BY
 AX0484'MR. ARNOLD G. HLAUINKA, P.O.BOX 107 WHARTON, TX. 77488
 AX0484'PHONE NUMBER 532-5287.
 AX0484'
 AX0484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 AX0484'PIERCE SOUTHWEST ROAD ABOUT 0.5 MILES SOUTH OF PIERCE, GO
 AX0484'SOUTHWEST ON PIERCE SOUTHWEST ROAD FOR 2.5 MILES TO WHERE A GAS
 AX0484'PIPE LINE CROSSES THE ROAD (MARKED BY THREE BLUE AND WHITE FENCE
 AX0484'POSTS ON THE LEFT).  CONTINUE SOUTHWEST FOR 4.1 MILES TO A BRIDGE
 AX0484'OVER A SMALL CREEK, CONTINUE FOR 2.25 MILES TO A T-ROAD
 AX0484'INTERSECTION.  TURN LEFT AND GO NORTHEAST FOR 0.1 MILE
 AX0484'TO A BRIDGE AND THE END OF PAVEMENT.  CONTINUE NORTHEAST
 AX0484'FOR 2.25 MILES TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON
 AX0484'THE LEFT.  CONTINUE FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 AX0484'DESCRIBED.
 AX0484'
 AX0484'THE STATION IS A STANDARD NGS DISK
 AX0484'STAMPED---THOMPSON 1935 1980---,
 AX0484'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN DIAMETER
 AX0484'RECESSED 35 CM BELOW THE GROUND.  IT IS LOCATED
 AX0484'51 FEET EAST FROM A UTILITY POLE AND
 AX0484'45 FEET SOUTHEAST FROM THE APPROXIMATE CENTER OF THE ROAD.
 AX0484'THE UNDERGROUND MARK IS A STANDARD USC AND GS DISK
 AX0484'STAMPED---THOMPSON 1935---,
 AX0484'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AX0484'
 AX0484'REFERENCE MARK NUMBER 1 IS A STANDARD USC AND GS DISK
 AX0484'STAMPED---THOMPSON NO 1 1935---,
 AX0484'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 31 CM ON A SIDE
 AX0484'PROJECTING 20 CM BELOW THE GROUND.  IT IS LOCATED
 AX0484'27 FEET NORTHWEST FROM THE CENTER OF THE ROAD AND
 AX0484'2 FEET SOUTHEAST FROM A FENCE.
 AX0484'MARK IS ABOVE STATION 0.2 METERS.
 AX0484'
 AX0484'REFERENCE MARK NUMBER 2 IS A STANDARD USC AND GS DISK
 AX0484'STAMPED---THOMPSON NO 2 1935---,
 AX0484'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 33 CM ON A SIDE
 AX0484'PROJECTING 24 CM ABOVE THE GROUND.  IT IS LOCATED
 AX0484'48 FEET NORTH-NORTHWEST FROM A UTILITY POLE,
 AX0484'28 FEET NORTHWEST FROM THE CENTER OF THE ROAD AND
 AX0484'1 FOOT SOUTHEAST FROM THE FENCE.
 AX0484'MARK IS ABOVE STATION 0.1 METERS.
 AX0484'
 AX0484'AZIMUTH MARK NUMBER 1 IS A STANDARD USC AND GS REFERENCE MARK DISK
 AX0484'STAMPED---THOMPSON 1935 AZIMUTH---,
 AX0484'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM ON A SIDE
 AX0484'PROJECTING 21 CM ABOVE THE GROUND.  IT IS LOCATED
 AX0484'27 FEET NORTHWEST FROM THE CENTER OF THE ROAD,
 AX0484'25 FEET EAST FROM A UTILITY POLE AND
 AX0484'2 FEET SOUTHEAST FROM A FENCE LINE.
 AX0484'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST ON THE
 AX0484'GRAVEL ROAD FOR 0.25 MILES TO A SIDE ROAD LEFT AND THE
 AX0484'AZIMUTH ON THE RIGHT ACROSS FROM THE SIDE ROAD.
 AX0484'
 AX0484'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 17.5 METERS.
 AX0484'
 AX0484'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THE
 AX0484'FENCE IN LINE BETWEEN THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2486 ***********************************************************************
 CS2486  DESIGNATION -  THOMPSON
 CS2486  PID         -  CS2486
 CS2486  STATE/COUNTY-  TX/TARRANT
 CS2486  USGS QUAD   -  FORT WORTH (1981)
 CS2486
 CS2486                         *CURRENT SURVEY CONTROL
 CS2486  ___________________________________________________________________
 CS2486* NAD 83(1993)-  32 38 06.94500(N)    097 19 23.08625(W)     ADJUSTED  
 CS2486* NAVD 88     -       224.780  (meters)     737.47   (feet)  ADJUSTED  
 CS2486  ___________________________________________________________________
 CS2486  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CS2486  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CS2486  DYNAMIC HT  -         224.514 (meters)     736.59  (feet)  COMP
 CS2486  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 CS2486
 CS2486  HORZ ORDER  -  SECOND
 CS2486  VERT ORDER  -  FIRST     CLASS II
 CS2486
 CS2486.The horizontal coordinates were established by classical geodetic methods
 CS2486.and adjusted by the National Geodetic Survey in February 1996..
 CS2486
 CS2486.The orthometric height was determined by differential leveling
 CS2486.and adjusted by the National Geodetic Survey in June 1991..
 CS2486
 CS2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2486
 CS2486.The geoid height was determined by GEOID03.
 CS2486
 CS2486.The dynamic height is computed by dividing the NAVD 88
 CS2486.geopotential number by the normal gravity value computed on the
 CS2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2486.degrees latitude (g = 980.6199 gals.).
 CS2486
 CS2486.The modeled gravity was interpolated from observed gravity values.
 CS2486
 CS2486;                    North         East     Units Scale Factor Converg.
 CS2486;SPC TXNC     - 2,108,026.363   710,423.835   MT  0.99989886   +0 38 30.8
 CS2486;SPC TXNC     - 6,916,083.16  2,330,782.20   sFT  0.99989886   +0 38 30.8
 CS2486;UTM  14      - 3,612,094.917   657,301.758   MT  0.99990512   +0 54 16.3
 CS2486
 CS2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2486!SPC TXNC     -   0.99996905  x   0.99989886  =   0.99986792
 CS2486!UTM  14      -   0.99996905  x   0.99990512  =   0.99987418
 CS2486
 CS2486|---------------------------------------------------------------------|
 CS2486| PID    Reference Object                     Distance      Geod. Az  |
 CS2486|                                                           dddmmss.s |
 CS2486| CY2455 THOMPSON AZ MK 3                                   08631     |
 CS2486| CS2967 THOMPSON 2                          137.957 METERS 11610     |
 CS2486| CY2456 THOMPSON RM 1                        26.302 METERS 13101     |
 CS2486| CY2454 THOMPSON AZ MK 2                                   16257     |
 CS2486| CY2453 THOMPSON AZ MK                                     1630021.5 |
 CS2486| CS2968 THOMPSON 2 AZ MK                    375.731 METERS 16625     |
 CS2486| CY2457 THOMPSON RM 2                        44.211 METERS 26554     |
 CS2486|---------------------------------------------------------------------|
 CS2486
 CS2486                          SUPERSEDED SURVEY CONTROL
 CS2486
 CS2486  NAD 83(1986)-  32 38 06.94907(N)    097 19 23.06809(W) AD(       ) 2
 CS2486  NAD 27      -  32 38 06.46500(N)    097 19 22.01200(W) AD(       ) 2
 CS2486
 CS2486.Superseded values are not recommended for survey control.
 CS2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2486.See file dsdata.txt to determine how the superseded data were derived.
 CS2486
 CS2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5730212095(NAD 83)
 CS2486_MARKER: DS = TRIANGULATION STATION DISK
 CS2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2486_SP_SET: CONCRETE POST
 CS2486_STAMPING: THOMPSON 1947
 CS2486_MARK LOGO: CGS   
 CS2486_PROJECTION: FLUSH
 CS2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2486+STABILITY: SURFACE MOTION
 CS2486
 CS2486  HISTORY     - Date     Condition        Report By
 CS2486  HISTORY     - 1947     MONUMENTED       CGS
 CS2486  HISTORY     - 1954     GOOD             CGS
 CS2486  HISTORY     - 1962     GOOD             CGS
 CS2486  HISTORY     - 1967     GOOD             TXHD
 CS2486  HISTORY     - 1969     GOOD             CGS
 CS2486  HISTORY     - 1977     GOOD             NGS
 CS2486  HISTORY     - 1983     GOOD             NGS
 CS2486  HISTORY     - 19960301 MARK NOT FOUND   USPSQD
 CS2486  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2486
 CS2486                          STATION DESCRIPTION
 CS2486
 CS2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS2486'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE POST OFFICE
 CS2486'IN FT. WORTH, ABOUT 5 MILES NORTH OF BURLESON AND ABOUT 0.1
 CS2486'MILE WEST OF U.S. HIGHWAY 81.  IT IS ON PROPERTY OWNED AND
 CS2486'OCCUPIED BY MR. BROOKS THOMPSON, 62 FEET SOUTHEAST OF THE
 CS2486'SOUTHEAST CORNER OF HIS HOUSE, 31 FEET NORTH OF THE CENTERLINE
 CS2486'OF A GRAVELLED ROAD, AND 15 FEET NORTHWEST OF A WITNESS POST AND
 CS2486'THE CORNER OF A HEDGEROW.  THE DISK IS STAMPED THOMPSON 1947
 CS2486'AND IS SET FLUSH WITH THE GROUND.
 CS2486'
 CS2486'REFERENCE MARK NO. 1 IS 86.30 FEET SOUTHEAST OF THE STATION, 26
 CS2486'FEET SOUTH OF THE CENTERLINE OF THE GRAVELLED ROAD, AND 2 FEET
 CS2486'WEST OF A POWER POLE.  THE DISK IS STAMPED THOMPSON NO 1 1947
 CS2486'AND PROJECTS 6 INCHES.
 CS2486'
 CS2486'REFERENCE MARK NO. 2 IS 145.05 FEET WEST OF THE STATION, 73
 CS2486'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 18 FEET
 CS2486'NORTH OF THE CENTERLINE OF THE ROAD, AND 8 INCHES SOUTH OF
 CS2486'A POWER POLE.  THE DISK IS STAMPED THOMPSON NO 2 1947 AND PROJECTS
 CS2486'4 INCHES.
 CS2486'
 CS2486'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTH-SOUTHEAST OF
 CS2486'THE STATION AND ACROSS THE HIGHWAY FROM A LARGE BRICK HOUSE.
 CS2486'IT IS 59 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 81, 3 FEET
 CS2486'NORTH OF A TELEPHONE POLE, AND 2 FEET NORTHWEST OF A WITNESS POST.
 CS2486'THE DISK IS STAMPED THOMPSON 1947 AND PROJECTS 4 INCHES.
 CS2486'
 CS2486'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CS2486'81, AT THE EAST SIDE OF THE POST OFFICE IN FT. WORTH, GO SOUTH
 CS2486'ON HIGHWAY 81 FOR 8.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 CS2486'ON THE GRAVELLED ROAD AND GO ABOUT 0.1 MILE TO THE HOME OF
 CS2486'MR. THOMPSON AND THE STATION ON THE RIGHT AS DESCRIBED.
 CS2486'
 CS2486'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE HIGHWAY
 CS2486'AND GO SOUTH FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CS2486'
 CS2486'A 64 FOOT SIGNAL AT BOWMAN 1935 CAN BE SEEN FROM THE GROUND.
 CS2486'
 CS2486'A 64 FOOT SIGNAL AT SELMAN 1947 CAN BE SEEN FROM 37 FEET.
 CS2486'
 CS2486'A 37 FOOT SIGNAL AT BURLESON CAN BE SEEN FROM THE GROUND.
 CS2486'
 CS2486'A 4 FOOT SIGNAL AT DICKESON 1946 CAN BE SEEN FROM THE GROUND.
 CS2486'
 CS2486'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2486
 CS2486                          STATION RECOVERY (1954)
 CS2486
 CS2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS2486'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS2486'DESCRIBED.  DUE TO NEW HIGHWAY CONSTRUCTION, A NEW AZIMUTH MARK
 CS2486'WAS ESTABLISHED IN 1954.  THE MARK WAS SET EXACTLY IN LINE FROM
 CS2486'THE STATION TO THE ORIGINAL AZIMUTH MARK AND ABOUT 50 YARDS NEARER
 CS2486'THE STATION.  IT IS IN THE WEST RIGHT-OF-WAY FENCE LINE OF THE
 CS2486'HIGHWAY, 2 FEET SOUTH OF A 4 X 4 WITNESS POST AND IN RANGE WEST
 CS2486'AND ACROSS THE HIGHWAY FROM THE NORTH FENCE LINE OF THE YARD
 CS2486'FENCE AROUND A LARGE BRICK HOUSE.  IT IS A STANDARD DISK
 CS2486'STAMPED THOMPSON 1947 1954 AND SET IN A CONCRETE MONUMENT ABOUT
 CS2486'FLUSH WITH THE GROUND.
 CS2486'
 CS2486'THE ORIGINAL MARK WAS DESTROYED.
 CS2486
 CS2486                          STATION RECOVERY (1962)
 CS2486
 CS2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2486'THE STATION MARK, REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK
 CS2486'RECOVERED IN GOOD CONDITION.  THE STATION WAS RECOVERED AS
 CS2486'DESCRIBED IN THE ORIGINAL DESCRIPTION, EXCEPT FOR THE AZIMUTH
 CS2486'MARK.  IT WAS DESTROYED AND A NEW AZIMUTH MARK WAS SET IN 1954.
 CS2486'THE MARK WAS SET IN LINE FROM STATION AND THE ORIGINAL AZIMUTH
 CS2486'MARK.  THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH-SOUTHWEST OF THE
 CS2486'STATION, IN THE WEST RIGHT-OF-WAY FENCE LINE ALONG THE WEST
 CS2486'SIDE OF THE SERVICE ROAD OF U.S. HIGHWAY 81, AND 2 FEET SOUTH
 CS2486'OF A 4 IN X 4 IN WOODEN WITNESS POST.  THE MARK IS STAMPED
 CS2486'THOMPSON 1947 1954.
 CS2486'
 CS2486'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CS2486'81 WHICH IS ABOUT 1/4 MILE EAST OF THE POST OFFICE IN FORT
 CS2486'WORTH, GO SOUTH ON U.S. HIGHWAY 81 FOR 5.5 MILES TO THE OVERPASS
 CS2486'OF LOOP 217, CONTINUE ON U.S. HIGHWAY 81 FOR 2.45 MILES TO
 CS2486'THE SYCAMORE SCHOOL ROAD.  TURN RIGHT, WEST, GO 0.1 MILE TO
 CS2486'HOME OF MR. THOMPSON AND THE STATION.  TO REACH THE AZIMUTH
 CS2486'MARK FROM THE STATION, GO EAST ON ROAD 0.1 MILE TO JUNCTION
 CS2486'OF U.S. HIGHWAY 81.  TURN RIGHT ON THE SERVICE ROAD, GO 0.2
 CS2486'MILE TO AZIMUTH MARK ON THE RIGHT.
 CS2486
 CS2486                          STATION RECOVERY (1967)
 CS2486
 CS2486'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1967 (SSG)
 CS2486'THOMPSON TRIANGULATION STATION - THE STATION, REFERENCE MARKS AND
 CS2486'THE AZIMUTH WERE FOUND TO BE IN GOOD CONDITION.
 CS2486'
 CS2486'THE DESCRIPTION SHOULD BE CHANGED TO--THE STATION IS 16.5 FEET
 CS2486'S.W. OF SOUTH END OF BRICK FENCE AND 23 FEET S.E. OF SOUTH
 CS2486'END OF CONCRETE SIDEWALK LEADING TO FRONT OF WHITE BRICK HOUSE
 CS2486'AND 31 FEET NORTH OF CENTERLINE OF SYCAMORE SCHOOL ROAD.  AZIMUTH
 CS2486'MARK IS WITHIN LIMITS OF PROPOSED HIGHWAY CONSTRUCTION AND
 CS2486'SHOULD BE MOVED.
 CS2486
 CS2486                          STATION RECOVERY (1969)
 CS2486
 CS2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS2486'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 CS2486'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL
 CS2486'DESCRIPTION.  DUE TO U.S. HIGHWAY 81 TO BE WIDENED IN THE NEAR
 CS2486'FUTURE THE AZIMUTH MARK WILL BE DESTROYED.  A NEW AZIMUTH MARK
 CS2486'WAS SET.
 CS2486'
 CS2486'ROUTE PROCEEDING TO STATION AND NEW AZIMUTH MARK ARE AS FOLLOWS--
 CS2486'
 CS2486'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 81
 CS2486'JUST EAST OF THE POST OFFICE IN FORT WORTH, GO SOUTH ON U.S.
 CS2486'HIGHWAY 81 FOR 5.5 MILES TO THE OVERPASS OF LOOP 820.  CONTINUE
 CS2486'ON U.S. HIGHWAY 81 FOR 2.45 MILES TO SYCAMORE ROAD, TURN RIGHT,
 CS2486'WEST, GO 0.1 MILE TO THE HOME OF MR. THOMPSON AND STATION ON
 CS2486'THE RIGHT.
 CS2486'
 CS2486'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON SYCAMORE ROAD
 CS2486'0.1 MILE TO U.S. HIGHWAY 81, TURN RIGHT, SOUTH, GO 0.5 MILE TO
 CS2486'EVERMAN ROAD.  TURN LEFT, EAST, GO 0.5 MILE TO WILL ROGERS BLVD.
 CS2486'TURN LEFT, NORTH, GO 0.55 MILE TO AZIMUTH MARK ON THE LEFT.
 CS2486'
 CS2486'AZIMUTH MARK, A STANDARD DISK, STAMPED THOMPSON 1947 1969, IS
 CS2486'CEMENTED IN A DRILL HOLE IN THE NORTH END OF A WATER INLET.
 CS2486'THE MARK IS ON THE WEST SIDE OF ROGERS BLVD. 18 FEET FROM THE
 CS2486'CENTER OF BLVD. 69 FEET SOUTH OF A LIGHT POLE, 300 FEET NORTH
 CS2486'OF A CONCRETE CULVERT UNDER WILL ROGERS BLVD. AND 81 FEET NORTH
 CS2486'OF A LIGHT POLE.
 CS2486'
 CS2486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 CS2486'NORTH OF BURLESON
 CS2486
 CS2486                          STATION RECOVERY (1977)
 CS2486
 CS2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS2486'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 CS2486'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 CS2486'FOUND TO HAVE BEEN DESTROYED.
 CS2486'
 CS2486'THE STATION MARK AND REFERENCE MARK NO. 2 WILL BE DESTROYED IN THE
 CS2486'FUTURE BY ROAD CONSTRUCTION.  THOMPSON 2 WAS ESTABLISHED AND A
 CS2486'TRAVERSE TIE WAS MADE BETWEEN THE TWO STATIONS.
 CS2486'
 CS2486'THE DISTANCE TO REFERENCE MARK NO. 2 WAS CHECKED.
 CS2486'
 CS2486'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME AND POLARIS OBSERVED.
 CS2486'
 CS2486'SEE DESCRIPTION TO THOMPSON 2 1977.
 CS2486'
 CS2486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH EDGE OF
 CS2486'FORT WORTH.
 CS2486
 CS2486                          STATION RECOVERY (1983)
 CS2486
 CS2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2486'3.7 KM (2.25 MI) SOUTH FROM FORT WORTH.
 CS2486'3.5 KM (2.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2486'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, THENCE 0.2 KM (0.1 MI) WEST
 CS2486'ALONG SYCAMORE SCHOOL ROAD, IN THE SOUTHEAST CORNER OF THE LAWN AT 170
 CS2486'SYCAMORE SCHOOL ROAD, 8.7 METERS (28.5 FT) NORTH OF THE CENTERLINE OF
 CS2486'THE ROAD, 7.0 METERS (23.0 FT) EAST OF THE CENTER OF THE EAST SIDEWALK
 CS2486'TO THE HOUSE, 5.8 METERS (19.0 FT) WEST-NORTHWEST OF A SIGN
 CS2486'(COMMERCIAL DELIVERY ROUTE), 5.1 METERS (16.7 FT) SOUTHWEST OF THE
 CS2486'SOUTHEAST CORNER OF A FENCE AND 2.0 METERS (6.6 FT) NORTH OF THE NORTH
 CS2486'CURB OF THE ROAD.
 CS2486'THE MARK IS 0.3 M ABOVE THE ROAD.
 CS2486
 CS2486                          STATION RECOVERY (1996)
 CS2486
 CS2486'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2486'MARK NOT FOUND.
 CS2486
 CS2486                          STATION RECOVERY (2001)
 CS2486
 CS2486'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2758 ***********************************************************************
 BY2758  DESIGNATION -  THOMPSON
 BY2758  PID         -  BY2758
 BY2758  STATE/COUNTY-  TX/HOUSTON
 BY2758  USGS QUAD   -  BEREA (1951)
 BY2758
 BY2758                         *CURRENT SURVEY CONTROL
 BY2758  ___________________________________________________________________
 BY2758* NAD 83(1993)-  31 21 11.54951(N)    095 19 45.01919(W)     ADJUSTED  
 BY2758* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 BY2758  ___________________________________________________________________
 BY2758  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BY2758  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY2758
 BY2758  HORZ ORDER  -  FIRST
 BY2758
 BY2758.The horizontal coordinates were established by classical geodetic methods
 BY2758.and adjusted by the National Geodetic Survey in February 1996..
 BY2758
 BY2758.The orthometric height was scaled from a topographic map.
 BY2758
 BY2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2758
 BY2758.The geoid height was determined by GEOID03.
 BY2758
 BY2758;                    North         East     Units Scale Factor Converg.
 BY2758;SPC TX C     - 3,197,670.123 1,175,940.206   MT  0.99990052   +2 34 38.8
 BY2758;SPC TX C     -10,491,022.73  3,858,063.83   sFT  0.99990052   +2 34 38.8
 BY2758;UTM  15      - 3,471,091.336   278,438.725   MT  1.00020552   -1 12 44.6
 BY2758
 BY2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2758!SPC TX C     -   0.99998100  x   0.99990052  =   0.99988152
 BY2758!UTM  15      -   0.99998100  x   1.00020552  =   1.00018651
 BY2758
 BY2758:                Primary Azimuth Mark                     Grid Az
 BY2758:SPC TX C     -  THOMPSON AZ MK                           075 49 36.3
 BY2758:UTM  15      -  THOMPSON AZ MK                           079 36 59.7
 BY2758
 BY2758|---------------------------------------------------------------------|
 BY2758| PID    Reference Object                     Distance      Geod. Az  |
 BY2758|                                                           dddmmss.s |
 BY2758| CV8489 THOMPSON AZ MK                                     0782415.1 |
 BY2758| CV8490 THOMPSON RM 1                        27.167 METERS 10415     |
 BY2758| CV8491 THOMPSON RM 2                        19.510 METERS 20537     |
 BY2758|---------------------------------------------------------------------|
 BY2758
 BY2758                          SUPERSEDED SURVEY CONTROL
 BY2758
 BY2758  NAD 83(1986)-  31 21 11.56013(N)    095 19 45.00518(W) AD(       ) 1
 BY2758  NAD 27      -  31 21 10.91000(N)    095 19 44.21000(W) AD(       ) 1
 BY2758
 BY2758.Superseded values are not recommended for survey control.
 BY2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2758.See file dsdata.txt to determine how the superseded data were derived.
 BY2758
 BY2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7843971091(NAD 83)
 BY2758_MARKER: DS = TRIANGULATION STATION DISK
 BY2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2758
 BY2758  HISTORY     - Date     Condition        Report By
 BY2758  HISTORY     - 1942     MONUMENTED       CGS
 BY2758  HISTORY     - 1944     GOOD             TXHD
 BY2758
 BY2758                          STATION DESCRIPTION
 BY2758
 BY2758'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2758'STATION IS ABOUT 8 MILES E BY N OF CROCKETT IN A FARMYARD ON
 BY2758'LAND OWNED BY DAVE THOMPSON.  IT IS 100 FEET SW OF THE THOMPSON
 BY2758'HOUSE, 46 FEET N OF THE CENTER LINE OF THE ROAD AND 5 FEET
 BY2758'ENE OF A WHITE REFERENCE POST.  IT IS STAMPED THOMPSON 1942,
 BY2758'AND PROJECTS 8 INCHES.
 BY2758'
 BY2758'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2758'BRONZE DISKS SET IN CONCRETE,
 BY2758'
 BY2758'REFERENCE MARK NO. 1 IS 25 FEET S OF THE CENTER LINE OF THE
 BY2758'ROAD, 21 FEET E OF THE ENTRANCE TO A CULTIVATED FIELD AND 2
 BY2758'FEET N OF A FENCE.  IT IS STAMPED THOMPSON NO. 1 1942, AND
 BY2758'PROJECTS 4 INCHES.
 BY2758'
 BY2758'REFERENCE MARK NO. 2 IS SW OF THE STATION, 22 FEET N OF THE
 BY2758'CENTER LINE OF THE ROAD AND 13 FEET N OF A FENCE CORNER THAT
 BY2758'HAS A 30-INCH DEAD TREE IN THE FENCE ANGLE.  IT IS STAMPED
 BY2758'THOMPSON NO. 2 1942 AND PROJECTS 6 INCHES.
 BY2758'
 BY2758'THE AZIMUTH MARK IS 39 FEET W OF THE CENTER OF A WIRE GATE
 BY2758'21 FEET N OF THE CENTER LINE OF THE ROAD, 2.5 FEET E OF A
 BY2758'WHITE REFERENCE POST AND 2 FEET S OF A FENCE.  IT IS STAMPED
 BY2758'THOMPSON 1942, AND PROJECTS 4 INCHES.
 BY2758'
 BY2758'TO REACH THE STATION FROM THE POST OFFICE IN CROCKETT GO E
 BY2758'ON STATE HIGHWAY 103 FOR 8.8 MILES TO A GRADED DIRT ROAD,
 BY2758'(JUST W OF A LARGE WHITE HOUSE AND GAS PUMP) TURN LEFT (N) AND
 BY2758'GO 0.4 MILE TO A FORKS, TAKE MAIN ROAD LEFT (FIRST N, WEST THEN
 BY2758'N) FOR 1.2 MILES TO A T-INTERSECTION, TURN LEFT (W) FOR 0.4
 BY2758'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.4 MILE
 BY2758'TO THE STATION ON THE RIGHT.
 BY2758'
 BY2758'A 90-FOOT SIGNAL AT LUCE IS VISIBLE AT 50 FEET.
 BY2758'
 BY2758'A 103-FOOT SIGNAL AT CENTER IS VISIBLE AT 37 FEET.
 BY2758'
 BY2758'A 123-FOOT SIGNAL AT TATUM IS VISIBLE AT 24 FEET.
 BY2758'
 BY2758'A 100-FOOT SIGNAL AT BRUMBERG IS VISIBLE AT 37 FEET.
 BY2758
 BY2758                          STATION RECOVERY (1944)
 BY2758
 BY2758'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1944 (GC)
 BY2758'ORIGINAL DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1050 ***********************************************************************
 CT1050  DESIGNATION -  THOMPSON
 CT1050  PID         -  CT1050
 CT1050  STATE/COUNTY-  TX/STEPHENS
 CT1050  USGS QUAD   -  EOLIAN (1987)
 CT1050
 CT1050                         *CURRENT SURVEY CONTROL
 CT1050  ___________________________________________________________________
 CT1050* NAD 83(1993)-  32 44 46.67572(N)    099 03 35.07816(W)     ADJUSTED  
 CT1050* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 CT1050  ___________________________________________________________________
 CT1050  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CT1050  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CT1050
 CT1050  HORZ ORDER  -  THIRD
 CT1050
 CT1050.The horizontal coordinates were established by classical geodetic methods
 CT1050.and adjusted by the National Geodetic Survey in February 1996..
 CT1050
 CT1050.The orthometric height was scaled from a topographic map.
 CT1050
 CT1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1050
 CT1050.The geoid height was determined by GEOID03.
 CT1050
 CT1050;                    North         East     Units Scale Factor Converg.
 CT1050;SPC TXNC     - 2,119,860.043   547,547.125   MT  0.99988674   -0 18 19.0
 CT1050;SPC TXNC     - 6,954,907.49  1,796,410.86   sFT  0.99988674   -0 18 19.0
 CT1050;UTM  14      - 3,623,163.756   494,403.052   MT  0.99960039   -0 01 56.3
 CT1050
 CT1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1050!SPC TXNC     -   0.99994005  x   0.99988674  =   0.99982680
 CT1050!UTM  14      -   0.99994005  x   0.99960039  =   0.99954046
 CT1050
 CT1050:                Primary Azimuth Mark                     Grid Az
 CT1050:SPC TXNC     -  POST                                     113 04 31.7
 CT1050:UTM  14      -  POST                                     112 48 09.0
 CT1050
 CT1050|---------------------------------------------------------------------|
 CT1050| PID    Reference Object                     Distance      Geod. Az  |
 CT1050|                                                           dddmmss.s |
 CT1050| CT1039 POST                                APPROX. 8.8 KM 1124612.7 |
 CT1050|---------------------------------------------------------------------|
 CT1050
 CT1050                          SUPERSEDED SURVEY CONTROL
 CT1050
 CT1050  NAD 83(1986)-  32 44 46.68125(N)    099 03 35.07302(W) AD(       ) 3
 CT1050  NAD 27      -  32 44 46.24811(N)    099 03 33.81722(W) AD(       ) 3
 CT1050
 CT1050.Superseded values are not recommended for survey control.
 CT1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1050.See file dsdata.txt to determine how the superseded data were derived.
 CT1050
 CT1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB9440323164(NAD 83)
 CT1050_MARKER: DD = SURVEY DISK
 CT1050_SETTING: 66 = SET IN ROCK OUTCROP
 CT1050_SP_SET: SET IN ROCK OUTCROP
 CT1050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT1050+STABILITY: POSITION/ELEVATION WELL
 CT1050
 CT1050  HISTORY     - Date     Condition        Report By
 CT1050  HISTORY     - 1960     MONUMENTED       USGS
 CT1050
 CT1050                          STATION DESCRIPTION
 CT1050
 CT1050'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CT1050'STATION LIES ABOUT 8.0 MI. W. AND 1.0 MI. S. OF BRECKENRIDGE, TEXAS,
 CT1050'ABOUT 0.2 MI. NW. OF GATE CROSSING TRACK RD., ON THE NE. NOSE OF
 CT1050'RIDGE.
 CT1050'
 CT1050'TO REACH FROM THE POST OFFICE IN BRECKENRIDGE, PROCEED W. ALONG U.S.
 CT1050'HIGHWAY 180 FOR 8.2 MI. TO PRIVATE RD. S., THENCE S. 1.0 MI. TO TRACK
 CT1050'RD. LEADING W., TURN WESTERLY 0.6 MI. TO GATE AND RD. S., GO S. 0.5
 CT1050'MI. TO GATE AND STATION.  (SEE MR. C. O. THOMPSON IN BRECKENRIDGE FOR
 CT1050'KEY.)
 CT1050'
 CT1050'STATION MARK--STANDARD TABLET CEMENTED IN FLAT ROCK FLUSH WITH GROUND,
 CT1050'STAMPED ---THOMPSON 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1275 ***********************************************************************
 CR1275  DESIGNATION -  THOMPSON
 CR1275  PID         -  CR1275
 CR1275  STATE/COUNTY-  TX/SMITH
 CR1275  USGS QUAD   -  BULLARD (1973)
 CR1275
 CR1275                         *CURRENT SURVEY CONTROL
 CR1275  ___________________________________________________________________
 CR1275* NAD 83(1993)-  32 12 59.14743(N)    095 16 48.78160(W)     ADJUSTED  
 CR1275* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 CR1275  ___________________________________________________________________
 CR1275  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CR1275  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR1275
 CR1275  HORZ ORDER  -  SECOND
 CR1275
 CR1275.The horizontal coordinates were established by classical geodetic methods
 CR1275.and adjusted by the National Geodetic Survey in February 1996..
 CR1275
 CR1275.The orthometric height was scaled from a topographic map.
 CR1275
 CR1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1275
 CR1275.The geoid height was determined by GEOID03.
 CR1275
 CR1275;                    North         East     Units Scale Factor Converg.
 CR1275;SPC TXNC     - 2,065,615.699   903,476.364   MT  0.99997802   +1 45 21.8
 CR1275;SPC TXNC     - 6,776,940.84  2,964,155.37   sFT  0.99997802   +1 45 21.8
 CR1275;SPC TX C     - 3,293,497.041 1,176,246.711   MT  1.00010649   +2 36 09.5
 CR1275;SPC TX C     -10,805,414.88  3,859,069.42   sFT  1.00010649   +2 36 09.5
 CR1275;UTM  15      - 3,566,706.147   285,104.100   MT  1.00016953   -1 12 57.9
 CR1275
 CR1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1275!SPC TXNC     -   0.99997714  x   0.99997802  =   0.99995516
 CR1275!SPC TX C     -   0.99997714  x   1.00010649  =   1.00008362
 CR1275!UTM  15      -   0.99997714  x   1.00016953  =   1.00014666
 CR1275
 CR1275|---------------------------------------------------------------------|
 CR1275| PID    Reference Object                     Distance      Geod. Az  |
 CR1275|                                                           dddmmss.s |
 CR1275| CY2460 THOMPSON RM 2                        16.378 METERS 00035     |
 CR1275| CR1284 TYLER TELEVISION STA KLTV MAST      APPROX.15.1 KM 0045212.5 |
 CR1275| CR1287 GENERAL ELECTRIC CORP WATER TK      APPROX. 8.9 KM 0121932.0 |
 CR1275| CY2458 THOMPSON AZ MK                                     0681441.4 |
 CR1275| CY2459 THOMPSON RM 1                        22.482 METERS 09625     |
 CR1275| CR1277 SINCLAIR OIL RAD KKJ 364 MAST       APPROX.23.4 KM 1782434.9 |
 CR1275|---------------------------------------------------------------------|
 CR1275
 CR1275                          SUPERSEDED SURVEY CONTROL
 CR1275
 CR1275  NAD 83(1986)-  32 12 59.15607(N)    095 16 48.76758(W) AD(       ) 2
 CR1275  NAD 27      -  32 12 58.60140(N)    095 16 47.94650(W) AD(       ) 2
 CR1275
 CR1275.Superseded values are not recommended for survey control.
 CR1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1275.See file dsdata.txt to determine how the superseded data were derived.
 CR1275
 CR1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8510466706(NAD 83)
 CR1275_MARKER: DS = TRIANGULATION STATION DISK
 CR1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1275
 CR1275  HISTORY     - Date     Condition        Report By
 CR1275  HISTORY     - 1958     MONUMENTED       CGS
 CR1275  HISTORY     - 1969     GOOD             CGS
 CR1275  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR1275
 CR1275                          STATION DESCRIPTION
 CR1275
 CR1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1275'THE STATION IS LOCATED ON A SMALL KNOLL THAT IS IN PASTURE
 CR1275'LAND NOW, ABOUT 9 MILES SOUTH OF TYLER, ABOUT 2.5 MILES
 CR1275'WEST OF WHITEHOUSE, ABOUT 250 YARDS SOUTH OF FARM ROAD NO.
 CR1275'346, ABOUT 200 YARDS WEST OF A DIRT ROAD AND IS NEAR THE
 CR1275'HIGHEST POINT OF THE KNOLL.  THE MARK PROJECTS 2 INCHES
 CR1275'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED THOMPSON 1958.
 CR1275'
 CR1275'REFERENCE MARK NO. 1 IS SET ON THE EAST SIDE OF THE KNOLL
 CR1275'AND IS ABOUT 2 FEET HIGHER THAN THE STATION.  THE MARK PROJECTS
 CR1275'6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1275'THOMPSON NO 1 1958.
 CR1275'
 CR1275'REFERENCE MARK NO. 2 IS SET ON THE NORTH SIDE OF THE KNOLL.
 CR1275'THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1275'AND IS STAMPED THOMPSON NO 2 1958.
 CR1275'
 CR1275'AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTER OF FARM ROAD
 CR1275'NO. 346, 1 FOOT WEST OF A WITNESS POST AND SET IN A FENCE
 CR1275'LINE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CR1275'GROUND AND IS STAMPED THOMPSON 1958.
 CR1275'
 CR1275'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 CR1275'110 AND FARM ROAD NO. 346 IN WHITEHOUSE, GO WEST ON FARM
 CR1275'ROAD NO. 346 FOR 2.4 MILES TO THE JUNCTION OF FARM ROAD NO.
 CR1275'756, CONTINUE WEST ON FARM ROAD NO. 346 FOR 0.45 MILE TO
 CR1275'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST
 CR1275'ON FARM ROAD NO. 346 FOR 0.2 MILE TO A SIDE ROAD ON THE
 CR1275'LEFT, TURN LEFT AND GO NORTH FOR 0.5 MILE TO A WIRE GATE ON
 CR1275'THE RIGHT, TURN RIGHT AND PASS THROUGH THE GATE AND GO 0.05
 CR1275'MILE TO A TRACK ROAD LEADING TO THE RIGHT, TURN RIGHT AND
 CR1275'GO NORTHERLY FOR 0.4 MILE TO THE TOP OF KNOLL AND THE
 CR1275'STATION AS DESCRIBED.
 CR1275'
 CR1275'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 CR1275
 CR1275                          STATION RECOVERY (1969)
 CR1275
 CR1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CR1275'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 CR1275'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 CR1275'ORIGINAL DESCRIPTION.  THE ROUTE PROCEEDING TO STATION IS
 CR1275'ADEQUATE.
 CR1275'
 CR1275'A METAL WITNESS POST WITH SIGN WAS SET 1 FOOT WEST OF THE
 CR1275'AZIMUTH MARK.  CONSIDERABLE AMOUNT OF CLEARING WILL BE NEEDED
 CR1275'TO SEE THE AZIMUTH MARK FROM STATION.
 CR1275'
 CR1275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5
 CR1275'MILES WEST OF WHITEHOUSE.
 CR1275
 CR1275                          STATION RECOVERY (1996)
 CR1275
 CR1275'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2038 ***********************************************************************
 FL2038  PACS        -  This is a Primary Airport Control Station.
 FL2038  DESIGNATION -  THOMPSON
 FL2038  PID         -  FL2038
 FL2038  STATE/COUNTY-  TX/GRAY
 FL2038  USGS QUAD   -  PAMPA (1963)
 FL2038
 FL2038                         *CURRENT SURVEY CONTROL
 FL2038  ___________________________________________________________________
 FL2038* NAD 83(1993)-  35 36 48.30622(N)    100 59 51.78672(W)     ADJUSTED  
 FL2038* NAVD 88     -       987.44   (meters)    3239.6    (feet)  GPS OBS   
 FL2038  ___________________________________________________________________
 FL2038  X           -    -990,453.454 (meters)                     COMP
 FL2038  Y           -  -5,096,524.763 (meters)                     COMP
 FL2038  Z           -   3,693,964.943 (meters)                     COMP
 FL2038  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FL2038  ELLIP HEIGHT-         960.80  (meters)          (10/24/00) GPS OBS
 FL2038  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 FL2038
 FL2038  HORZ ORDER  -  B
 FL2038  ELLP ORDER  -  FOURTH    CLASS II
 FL2038
 FL2038.This mark is at Perry Lefors Fld (PPA) Airport (PPA)
 FL2038
 FL2038.The horizontal coordinates were established by GPS observations
 FL2038.and adjusted by the National Geodetic Survey in February 1996..
 FL2038
 FL2038.The orthometric height was determined by GPS observations and a
 FL2038.high-resolution geoid model.
 FL2038
 FL2038.GPS derived orthometric heights for airport stations designated as
 FL2038.PACS or SACS are published to 2 decimal places.  This maintains
 FL2038.centimeter relative accuracy between the PACS and SACS.  It does
 FL2038.not indicate centimeter accuracy relative to other marks which are
 FL2038.part of the NAVD 88 network.
 FL2038
 FL2038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FL2038
 FL2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2038
 FL2038.The ellipsoidal height was determined by GPS observations
 FL2038.and is referenced to NAD 83.
 FL2038
 FL2038.The geoid height was determined by GEOID03.
 FL2038
 FL2038;                    North         East     Units Scale Factor Converg.
 FL2038;SPC TX N     - 1,179,103.495   245,503.555   MT  0.99991668   +0 17 27.9
 FL2038;SPC TX N     - 3,868,442.05    805,456.25   sFT  0.99991668   +0 17 27.9
 FL2038;UTM  14      - 3,942,909.529   319,063.852   MT  1.00000344   -1 09 49.0
 FL2038
 FL2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2038!SPC TX N     -   0.99984922  x   0.99991668  =   0.99976591
 FL2038!UTM  14      -   0.99984922  x   1.00000344  =   0.99985266
 FL2038
 FL2038:                Primary Azimuth Mark                     Grid Az
 FL2038:SPC TX N     -  THOMPSON AZ MK                           108 52 53.0
 FL2038:UTM  14      -  THOMPSON AZ MK                           110 20 09.9
 FL2038
 FL2038|---------------------------------------------------------------------|
 FL2038| PID    Reference Object                     Distance      Geod. Az  |
 FL2038|                                                           dddmmss.s |
 FL2038| CL3406 THOMPSON AZ MK                                     1091020.9 |
 FL2038| FL2070 THOMPSON AZ MK 2                    APPROX. 0.7 KM 1091018.3 |
 FL2038| CL3407 THOMPSON RM 1                         7.632 METERS 13813     |
 FL2038| FL2041 PAMPA CITY WATER TANK 2             APPROX. 8.6 KM 1542709.3 |
 FL2038| FL2045 PAMPA CITY WATER TANK 1             APPROX. 9.3 KM 1595424.2 |
 FL2038| FL2043 PAMPA CITY HALL RADIO MAST          APPROX. 9.2 KM 1600117.9 |
 FL2038| FL2037 PAMPA CITY WATER TANK 3             APPROX. 8.7 KM 1633831.5 |
 FL2038| CL3408 THOMPSON RM 2                         7.789 METERS 25639     |
 FL2038|---------------------------------------------------------------------|
 FL2038
 FL2038                          SUPERSEDED SURVEY CONTROL
 FL2038
 FL2038  ELLIP H (02/20/96)  960.82   (m)                       GP(       ) 1 2
 FL2038  NAD 83(1993)-  35 36 48.30958(N)    100 59 51.78642(W) AD(       ) 1
 FL2038  ELLIP H (02/16/96)  960.83   (m)                       GP(       ) 5 1
 FL2038  NAD 83(1993)-  35 36 48.31053(N)    100 59 51.78510(W) AD(       ) 1
 FL2038  ELLIP H (12/21/93)  960.43   (m)                       GP(       ) 4 1
 FL2038  NAD 83(1986)-  35 36 48.31528(N)    100 59 51.77566(W) AD(       ) 1
 FL2038  NAD 27      -  35 36 48.15900(N)    100 59 50.23400(W) AD(       ) 1
 FL2038  NGVD 29 (12/08/88)  987.3    (m)         3239.     (f) GPS OBS        
 FL2038
 FL2038.Superseded values are not recommended for survey control.
 FL2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2038.See file dsdata.txt to determine how the superseded data were derived.
 FL2038
 FL2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1906442910(NAD 83)
 FL2038_MARKER: DS = TRIANGULATION STATION DISK
 FL2038_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FL2038_SP_SET: FOOTING
 FL2038_STAMPING: THOMPSON 1951
 FL2038_MARK LOGO: CGS   
 FL2038_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2038+STABILITY: SURFACE MOTION
 FL2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL2038+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 FL2038
 FL2038  HISTORY     - Date     Condition        Report By
 FL2038  HISTORY     - 1951     MONUMENTED       CGS
 FL2038  HISTORY     - 1951     GOOD             CGS
 FL2038  HISTORY     - 1965     GOOD             CGS
 FL2038  HISTORY     - 1988     GOOD             NGS
 FL2038  HISTORY     - 19950607 GOOD             NGS
 FL2038
 FL2038                          STATION DESCRIPTION
 FL2038
 FL2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL2038'STATION IS LOCATED ABOUT 5 MILES NORTH NORTHEAST OF PAMPA,
 FL2038'10 MILES EAST NORTHEAST OF SKELLY TOWN AT AN ABANDONED AIRPORT.
 FL2038'IT IS ABOUT 0.2 MILE WEST OF A NORTH-SOUTH RUNWAY.
 FL2038'
 FL2038'STATION IS REACHED AS FOLLOWS.  FROM THE NORTH SIDE OF THE
 FL2038'GRAY COUNTY COURTHOUSE IN PAMPA, GO WEST, ON FRANCIS STREET,
 FL2038'FOR 0.5 MILE TO HIGHWAY INTERSECTION AT TRAFFIC LIGHTS.  CONTINUE
 FL2038'WEST, ON STATE HIGHWAY 152, FOR 1.0 MILE TO CROSSROAD, AND
 FL2038'SMALL STORE AND SERVICE STATION ON THE NORTH SIDE OF THE
 FL2038'HIGHWAY.  TURN RIGHT, NORTH, AND FOLLOW GRADED DIRT ROAD FOR
 FL2038'5.2 MILES TO GATE ON THE LEFT, THAT IS ABOUT 0.1 MILE EAST
 FL2038'OF AN ABANDONED FIRE STATION.  TURN LEFT, PASS THROUGH GATE
 FL2038'AND GO WEST FOR 0.2 MILE TO A CONCRETE RUNWAY.  TURN RIGHT
 FL2038'AND GO NORTH 0.1 MILE.  TURN LEFT, ON OLD LANE AND GO 0.2
 FL2038'MILE TO STATION ON THE NORTHEAST SIDE OF AIRPORT CONTROL
 FL2038'TOWER.
 FL2038'
 FL2038'STATION, STAMPED THOMPSON 1951, IS A STANDARD USC AND GS
 FL2038'BRONZE DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT IS
 FL2038'ABOUT 10 INCHES IN DIAMETER.  IT IS ABOUT ONE FOOT BELOW THE
 FL2038'SURFACE OF THE GROUND, AND 41.3 FEET NORTHEAST OF THE CENTER
 FL2038'OF THE AIRPORT CONTROL TOWER.
 FL2038'
 FL2038'R.M. 1, STAMPED THOMPSON NO 1 1951, IS A STANDARD USC AND GS
 FL2038'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FL2038'MONUMENT THAT IS ABOUT ONE FOOT ABOVE THE STATION.  IT IS
 FL2038'FLUSH WITH THE GROUND, AND 45.5 FEET EAST OF THE CENTER
 FL2038'OF THE AIRPORT CONTROL TOWER.
 FL2038'
 FL2038'R.M. 2, STAMPED THOMPSON NO 2 1951, IS A STANDARD USC AND GS
 FL2038'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FL2038'MONUMENT THAT IS ABOUT ONE FOOT ABOVE THE STATION.  IT IS
 FL2038'FLUSH WITH THE GROUND AND 34.0 FEET NORTH OF THE CENTER OF
 FL2038'THE AIRPORT CONTROL TOWER.
 FL2038'
 FL2038'AZIMUTH MARK, STAMPED THOMPSON 1951, IS A STANDARD USC
 FL2038'AND GS BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL2038'MONUMENT THAT PROJECTS ABOUT 4 INCHES IT IS 29.5 FEET WEST
 FL2038'OF THE CENTERLINE OF A DIRT ROAD, 2.5 FEET SOUTH OF A WHITE
 FL2038'WITNESS POST, AND 11.0 FEET NORTH OF A GATE POST.  TO REACH
 FL2038'FROM THE STATION GO EAST 0.2 MILE TO RUNWAY.  TURN RIGHT, SOUTH,
 FL2038'AND GO 0.1 MILE TO ROAD ON LEFT.  TURN LEFT, EAST AND GO 0.2
 FL2038'MILE TO GATE AND AZIMUTH MARK.
 FL2038'
 FL2038'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FL2038
 FL2038                          STATION RECOVERY (1951)
 FL2038
 FL2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2038'ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 FL2038'
 FL2038'PREVIOUS DESCRIPTION IS ADEQUATE AND CORRECT.
 FL2038
 FL2038                          STATION RECOVERY (1965)
 FL2038
 FL2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 FL2038'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 FL2038'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AT
 FL2038'THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT THE AZIMUTH MARK
 FL2038'WAS DESTROYED TO CLEAR FOR RECONSTRUCTION OF FM HIGHWAY 282,
 FL2038'AFTER A NEW AZIMUTH MARK WAS SET ON LINE TOWARDS THE STATION.
 FL2038'
 FL2038'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 FL2038'5 MILES NORTH-NORTHEAST OF PAMPA, 10 MILES EAST NORTHEAST OF
 FL2038'SKELLY TOWN, AT THE PERRY LEFORS AIRPORT, IN OPEN GRASS LAND
 FL2038'ABOUT 0.2 MILE WEST OF THE AIRPORT BUILDINGS.
 FL2038'
 FL2038'TO REACH THE STATION FROM THE GRAY COUNTY COURT HOUSE IN PAMPA, GO
 FL2038'WEST ON FRANCIS STREET FOR 0.5 MILE TO THE HIGHWAY JUNCTION
 FL2038'OF STATE HIGHWAYS 70 AND 152.  CONTINUE WEST ON STATE HIGHWAY
 FL2038'152 FOR 1.0 MILE TO THE JUNCTION OF F M HIGHWAY 282 AND STATE
 FL2038'HIGHWAY 152.  TURN RIGHT, NORTH, AND FOLLOW F M HIGHWAY 282
 FL2038'FOR 5.25 MILES TO THE ENTRANCE OF THE PERRY LEFORS FIELD AND
 FL2038'THE AZIMUTH MARK ON THE LEFT.  TURN LEFT, WEST GO 0.15 MILE
 FL2038'TO THE AIRPORT TERMINAL, PASS BETWEEN THE TERMINAL AND HANGAR
 FL2038'AND CONTINUE WEST NORTHWEST, ACROSS THE RUNWAY AND GRASS LAND
 FL2038'FOR 0.2 MILE TO THE REMAINS OF AN OLD CONTROL TOWER AND THE
 FL2038'STATION.
 FL2038'
 FL2038'STATION MARK, A STANDARD DISK STAMPED THOMPSON 1951, IS
 FL2038'SET IN A CONCRETE POST WHICH IS 16 INCHES BELOW THE SURFACE
 FL2038'OF THE GROUND.  IT IS 41.3 FEET NORTHEAST OF THE CENTER OF
 FL2038'THE CONCRETE REMAINS OF THE OLD CONTROL TOWER.
 FL2038'
 FL2038'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED THOMPSON
 FL2038'NO 1 1951, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH
 FL2038'THE SURFACE OF THE GROUND.  IT IS 45.5 FEET EAST OF THE CENTER
 FL2038'OF THE REMAINS OF THE OLD CONTROL TOWER.
 FL2038'
 FL2038'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED THOMPSON NO 2
 FL2038'1951, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH
 FL2038'THE SURFACE OF THE GROUND.  IT IS 34 FEET NORTH OF THE CENTER
 FL2038'OF THE CONTROL TOWER.
 FL2038'
 FL2038'AZIMUTH MARK, A STANDARD DISK STAMPED THOMPSON 1951 RESET
 FL2038'1965, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 FL2038'THE SURFACE OF THE GROUND.  IT IS 50 FEET WEST OF THE CENTER
 FL2038'LINE OF THE HIGHWAY, 77 FEET SOUTH OF THE CENTER LINE OF
 FL2038'THE ROAD LEADING TO THE AIRPORT, 2 FEET WEST OF THE
 FL2038'RIGHT-OF-WAY FENCE, AND 2.8 FEET SOUTHWEST OF A METAL WITNESS
 FL2038'POST.
 FL2038'
 FL2038'NOTE--THE STATION WAS NOT OCCUPIED.  ANGLE WAS TURNED FROM
 FL2038'THE NEW AZIMUTH MARK FOR CHECK OF LINE TO STATION MARK AND
 FL2038'THE OLD AZIMUTH MARK.
 FL2038
 FL2038                          STATION RECOVERY (1988)
 FL2038
 FL2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 FL2038'THE STATION WAS RECOVERED AT THIS DATE.
 FL2038'ONLY ADDITIONAL MARK SEARCHED FOR WAS AZIMUTH MARK.
 FL2038'
 FL2038'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI)
 FL2038'NORTHWEST OF PAMPA AND AT THE PAMPA PERRY-LEFORES FIELD, AT THE
 FL2038'SITE OF FORMER CONTROL TOWER AND IN THE CENTER OF THREE RUNWAYS.
 FL2038'OWNERSHIP--GRAY COUNTY, GRAY COUNTY COURTHOUSE, PAMPA TX 79065.
 FL2038'AIRPORT MANAGER IS BLACKIE DEVORE, PHONE 806-665-1881.
 FL2038'
 FL2038'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND STATE
 FL2038'HIGHWAY 70 IN THE SOUTH SECTION OF PAMPA, GO SOUTHWEST ON US
 FL2038'HIGHWAY 60 FOR 1.7 KM (1.05 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 FL2038'NORTH ON FARM ROAD 282 FOR 10.0 KM (6.2 MI) TO THE AIRPORT
 FL2038'ENTRANCE ON THE LEFT AND THE AZIMUTH MARK.  TURN LEFT AND GO WEST
 FL2038'0.2 KM (0.15 MI) TO THE AIRPORT OFFICE AT THE TARMAC.  CONTINUE
 FL2038'WEST TOWARDS THE WINDSOCK FOR 0.2 KM (0.1 MI) TO WEST SIDE OF
 FL2038'RUNWAY.  TURN RIGHT AND GO NORTH ALONG RUNWAY FOR 0.2 KM (0.1 MI)
 FL2038'TO A POINT OPPOSITE MOST NORTHERLY HANGAR.  TURN LEFT AND GO WEST,
 FL2038'CROSS COUNTRY, FOR 0.4 KM (0.2 MI) TO THE STATION.
 FL2038'
 FL2038'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---THOMPSON
 FL2038'1951---, SET IN THE TOP OF A 30 CM ROUND CONCRETE POST 0.5 METER
 FL2038'(1.6 FT) BELOW GROUND IN OPEN HOLE.  LOCATED 12.8 METERS (42.0 FT)
 FL2038'EAST-NORTHEAST OF NORTHWEST TOWER BASE, 12.7 METERS (41.7 FT)
 FL2038'NORTH-NORTHEAST OF THE SOUTHEAST TOWER BASE, 9.5 METERS (31.2 FT)
 FL2038'NORTHEAST OF THE NORTHEAST TOWER BASE, 0.5 METER (1.6 FT) SOUTH
 FL2038'FROM A FIBERGLASS WITNESS POST AND 0.4 METER (1.3 FT) WEST FROM A
 FL2038'FIBERGLASS WITNESS POST.
 FL2038'
 FL2038'AZIMUTH MARK IS A STANDARD CGS AZIMUTH MARK DISK STAMPED---THOMPSON
 FL2038'1951 RESET 1965---, SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 FL2038'THAT IS FLUSH WITH THE GROUND.  LOCATED 24.1 METERS (79.1 FT) SOUTH
 FL2038'OF ENTRANCE ROAD CENTER, 16.O METERS (52.5 FT) WEST OF AND 0.4
 FL2038'METER (1.3 FT) LOWER THAN CENTER OF FARM ROAD 282, 3.8 METERS (12.5
 FL2038'FT) NORTH OF NORTH END OF WIRE FENCE AND 0.8 METER (2.6 FT)
 FL2038'WEST-SOUTHWEST FROM A METAL WITNESS POST.
 FL2038'
 FL2038'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 FL2038'
 FL2038'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FL2038'
 FL2038'DESCRIBED BY D.A. BOWLING.
 FL2038
 FL2038                          STATION RECOVERY (1995)
 FL2038
 FL2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FL2038'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI)  NORTHWEST OF PAMPA, AT
 FL2038'THE PERRY LEFORS FIELD, ABOUT 400 METERS (1312.3 FT)  WEST OF A TAXI,
 FL2038'IN LINE WITH THE MOST NORTHERLY HANGAR, NORTHWEST OF A WINDSOCK, SOUTH
 FL2038'OF A TAXI, AND SUROUNDED BY 3 WITNESS POSTS.  OWNERSHIP--GRAY COUNTY,
 FL2038'GRAY COUNTY COURTHOUSE PAMPA, TX 79065.  THE MANAGER IS RON UNRUH,
 FL2038'PHONE 806-665-1881.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FL2038'HIGHWAY 60 AND STATE HIGHWAY 70 IN THE SOUTH PART OF PAMPA, GO 1.7 KM
 FL2038'(1.05 MI)  SOUTHWEST ON HIGHWAY 60 TO FARM ROAD 282, TURN RIGHT,
 FL2038'NORTH, GO 10.0 KM (6.20 MI)  TO THE AIRPORT ENTRANCE, TURN LEFT, WEST,
 FL2038'GO 0.3 KM (0.20 MI)  ALONG THE AIRPORT ENTRANCE ROAD, THROUGH THE
 FL2038'APRON GATE AND ACROSS THE APRON TO A TAXI.  TURN RIGHT, NORTH, GO 0.2
 FL2038'KM (0.10 MI)  ALONG THE TAXI TO A POINT OPPSITE THE NORTH HANGAR, TURN
 FL2038'LEFT, WEST, GO 0.34 KM (0.20 MI)  CROSS COUNTRY TO THE STATION.  THE
 FL2038'STATION IS IN TOP OF AN ABANDONED CONCRETE TOWER LEG FOOTING, 0.5 M
 FL2038'(1.6 FT)  BELOW THE GROUND SURFACE IN AN OPEN HOLE, SURROUNDED BY 3
 FL2038'WITNESS POSTS WHICH CAN BE EASILY SEEN FROM THE EAST-WEST TAXI.  BY
 FL2038'DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1193 ***********************************************************************
 CU1193  DESIGNATION -  THOMPSON
 CU1193  PID         -  CU1193
 CU1193  STATE/COUNTY-  TX/JONES
 CU1193  USGS QUAD   -  NOODLE (1984)
 CU1193
 CU1193                         *CURRENT SURVEY CONTROL
 CU1193  ___________________________________________________________________
 CU1193* NAD 83(1993)-  32 34 31.70156(N)    100 00 45.20331(W)     ADJUSTED  
 CU1193* NAVD 88     -       570.     (meters)    1870.     (feet)  SCALED    
 CU1193  ___________________________________________________________________
 CU1193  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 CU1193  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CU1193
 CU1193  HORZ ORDER  -  THIRD
 CU1193
 CU1193.The horizontal coordinates were established by classical geodetic methods
 CU1193.and adjusted by the National Geodetic Survey in February 1996..
 CU1193
 CU1193.The orthometric height was scaled from a topographic map.
 CU1193
 CU1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1193
 CU1193.The geoid height was determined by GEOID03.
 CU1193
 CU1193;                    North         East     Units Scale Factor Converg.
 CU1193;SPC TXNC     - 2,101,800.247   457,991.808   MT  0.99990692   -0 49 29.8
 CU1193;SPC TXNC     - 6,895,656.31  1,502,594.79   sFT  0.99990692   -0 49 29.8
 CU1193;UTM  14      - 3,604,677.590   404,958.713   MT  0.99971138   -0 32 42.8
 CU1193
 CU1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1193!SPC TXNC     -   0.99991488  x   0.99990692  =   0.99982181
 CU1193!UTM  14      -   0.99991488  x   0.99971138  =   0.99962628
 CU1193
 CU1193                          SUPERSEDED SURVEY CONTROL
 CU1193
 CU1193  NAD 83(1986)-  32 34 31.70768(N)    100 00 45.19161(W) AD(       ) 3
 CU1193
 CU1193.Superseded values are not recommended for survey control.
 CU1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1193.See file dsdata.txt to determine how the superseded data were derived.
 CU1193
 CU1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0495904678(NAD 83)
 CU1193_MARKER: DD = SURVEY DISK
 CU1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU1193+STABILITY: SURFACE MOTION
 CU1193
 CU1193  HISTORY     - Date     Condition        Report By
 CU1193  HISTORY     - 1956     MONUMENTED       USGS
 CU1193
 CU1193                          STATION DESCRIPTION
 CU1193
 CU1193'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CU1193'STATION IS LOCATED ABOUT 7 MI. N. OF MERKEL.
 CU1193'
 CU1193'TO REACH FROM MERKEL, PROCEED N. ON STATE HIGHWAY 126 FOR 7.2 MI. TO
 CU1193'CROSSROAD, TURN RIGHT (ENE.) LEAVING PAVEMENT, AND GO 0.6 MI.,
 CU1193'STATION LIES 420 FT. TO LEFT OF RD. IN A PASTURE.
 CU1193'
 CU1193'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST PROJECTING 3 IN.
 CU1193'AND STAMPED---THOMPSON 1956---.
 CU1193'
 CU1193'REFERENCE MARK NO. 1--COPPERWELD ROD PROJECTING 2 IN., 42.32 FT. FROM
 CU1193'STATION BEARING N 66 27 E.
 CU1193'
 CU1193'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN A TREE STUMP, 69.44
 CU1193'FT. FROM STATION BEARING S 83 19 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7308 ***********************************************************************
 AC7308  DESIGNATION -  THOMPSON
 AC7308  PID         -  AC7308
 AC7308  STATE/COUNTY-  TX/BURNET
 AC7308  USGS QUAD   -  TOW (1976)
 AC7308
 AC7308                         *CURRENT SURVEY CONTROL
 AC7308  ___________________________________________________________________
 AC7308* NAD 83(1993)-  30 59 36.93047(N)    098 23 09.48424(W)     ADJUSTED  
 AC7308* NAVD 88     -       455.38   (+/-2cm)    1494.0    (feet)  VERTCON   
 AC7308  ___________________________________________________________________
 AC7308  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AC7308  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AC7308
 AC7308  HORZ ORDER  -  THIRD
 AC7308  VERT ORDER  -  THIRD ? (See Below)
 AC7308
 AC7308.The horizontal coordinates were established by classical geodetic methods
 AC7308.and adjusted by the National Geodetic Survey in March 1997..
 AC7308
 AC7308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7308.The vertical order pertains to the NGVD 29 superseded value.
 AC7308
 AC7308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7308
 AC7308.The geoid height was determined by GEOID03.
 AC7308
 AC7308;                    North         East     Units Scale Factor Converg.
 AC7308;SPC TX C     - 3,148,723.959   885,962.649   MT  0.99988175   +1 00 10.8
 AC7308;SPC TX C     -10,330,438.52  2,906,695.79   sFT  0.99988175   +1 00 10.8
 AC7308;UTM  14      - 3,429,053.508   558,623.682   MT  0.99964239   +0 18 58.3
 AC7308
 AC7308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7308!SPC TX C     -   0.99993236  x   0.99988175  =   0.99981412
 AC7308!UTM  14      -   0.99993236  x   0.99964239  =   0.99957478
 AC7308
 AC7308                          SUPERSEDED SURVEY CONTROL
 AC7308
 AC7308  NGVD 29 (03/17/97)  455.29   (m)         1493.7    (f) LEVELING    3  
 AC7308
 AC7308.Superseded values are not recommended for survey control.
 AC7308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7308.See file dsdata.txt to determine how the superseded data were derived.
 AC7308
 AC7308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV5862429054(NAD 83)
 AC7308_MARKER: DS = TRIANGULATION STATION DISK
 AC7308
 AC7308  HISTORY     - Date     Condition        Report By
 AC7308  HISTORY     - 1958     MONUMENTED       USGS
 AC7308
 AC7308                          STATION DESCRIPTION
 AC7308
 AC7308'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AC7308'STATION IS NEAR THE NW. CORNER OF BURNET COUNTY, TEXAS, ON A CEDAR AND
 AC7308'POST OAK HILL ON LAND OWNED BY E. G. THOMPSON.  THE STATION IS 3 MI.
 AC7308'W. OF THE NARUNA CHURCH.
 AC7308'THE HILL HAS A CLEARING ON THE N. END AND THE STATION IS AT THE S.
 AC7308'EDGE OF THIS CLEARING, 20 FT. NW. OF A LONE CEDAR CONTAINING A USGS
 AC7308'ALUMINUM PLATE.  THERE IS HIGHER GROUND ABOUT 2 FT. HIGHER THAN
 AC7308'STATION 100 YDS. TO THE S.
 AC7308'TO REACH THE STATION FROM NARUNA, GO E. ON COUNTY RD. 0.2 MI. TO A
 AC7308'T-RD. N., THENCE N. 1.9 MI. TO A CATTLEGUARD ON LEFT, THENCE W. ALONG
 AC7308'RANCH RD. 3.5 MI. TO A DIM RD. LEFT JUST PRECEDING A CATTLEGUARD IN
 AC7308'MAIN RD., THENCE S. AND SW. 1.1 MI. TO A FORK, TAKE LEFT FORK TOWARD
 AC7308'BOWMANS AND DRIVE 0.2 MI. TO RIDGE ON RIGHT.  STATION IS ABOUT 100
 AC7308'YDS. W. OF RANCH RD. AT THIS POINT.
 AC7308'STATION MARK--STANDARD TABLET CEMENTED IN A BOULDER 1.0 FT. ABOVE
 AC7308'GROUND, STAMPED---THOMPSON 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2967 ***********************************************************************
 CS2967  DESIGNATION -  THOMPSON 2
 CS2967  PID         -  CS2967
 CS2967  STATE/COUNTY-  TX/TARRANT
 CS2967  USGS QUAD   -  FORT WORTH (1981)
 CS2967
 CS2967                         *CURRENT SURVEY CONTROL
 CS2967  ___________________________________________________________________
 CS2967* NAD 83(1993)-  32 38 04.97050(N)    097 19 18.33577(W)     ADJUSTED  
 CS2967* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 CS2967  ___________________________________________________________________
 CS2967  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CS2967  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CS2967
 CS2967  HORZ ORDER  -  THIRD
 CS2967
 CS2967.The horizontal coordinates were established by classical geodetic methods
 CS2967.and adjusted by the National Geodetic Survey in February 1996..
 CS2967.No horizontal observational check was made to the station.
 CS2967
 CS2967.The orthometric height was scaled from a topographic map.
 CS2967
 CS2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2967
 CS2967.The geoid height was determined by GEOID03.
 CS2967
 CS2967;                    North         East     Units Scale Factor Converg.
 CS2967;SPC TXNC     - 2,107,966.936   710,548.320   MT  0.99989893   +0 38 33.4
 CS2967;SPC TXNC     - 6,915,888.19  2,331,190.61   sFT  0.99989893   +0 38 33.4
 CS2967;UTM  14      - 3,612,036.061   657,426.516   MT  0.99990560   +0 54 18.8
 CS2967
 CS2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2967!SPC TXNC     -   0.99996823  x   0.99989893  =   0.99986717
 CS2967!UTM  14      -   0.99996823  x   0.99990560  =   0.99987384
 CS2967
 CS2967|---------------------------------------------------------------------|
 CS2967| PID    Reference Object                     Distance      Geod. Az  |
 CS2967|                                                           dddmmss.s |
 CS2967| CY2461 THOMPSON 2 RM 3                       4.308 METERS 03256     |
 CS2967| CS2968 THOMPSON 2 AZ MK                    306.486 METERS 18641     |
 CS2967| CS2486 THOMPSON                            137.957 METERS 29610     |
 CS2967| CY2462 THOMPSON 2 RM 4                       3.350 METERS 30356     |
 CS2967|---------------------------------------------------------------------|
 CS2967
 CS2967                          SUPERSEDED SURVEY CONTROL
 CS2967
 CS2967  NAD 83(1986)-  32 38 04.97465(N)    097 19 18.31770(W) AD(       ) 3
 CS2967  NAD 27      -  32 38 04.49063(N)    097 19 17.26178(W) AD(       ) 3
 CS2967
 CS2967.Superseded values are not recommended for survey control.
 CS2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2967.See file dsdata.txt to determine how the superseded data were derived.
 CS2967
 CS2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5742712036(NAD 83)
 CS2967_MARKER: DS = TRIANGULATION STATION DISK
 CS2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2967
 CS2967  HISTORY     - Date     Condition        Report By
 CS2967  HISTORY     - 1977     MONUMENTED       NGS
 CS2967  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2967  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2967
 CS2967                          STATION DESCRIPTION
 CS2967
 CS2967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS2967'THE STATION IS LOCATED ON THE SOUTH EDGE OF THE CITY LIMITS OF
 CS2967'FORT WORTH, ABOUT 5.5 MILES NORTH OF BURLESON AND ON THE
 CS2967'RIGHT-OF-WAY OF I.S. 35 AND AT THE INTERSECTION OF SYCAMORE SCHOOL
 CS2967'ROAD.
 CS2967'
 CS2967'TO REACH THE STATION FROM THE INTERSECTION OF I.S. 35 AND STATE
 CS2967'HIGHWAY 174 IN BURLESON.  GO NORTH ON I.S. 35 FOR 5.65 MILES TO THE
 CS2967'INTERSECTION OF SYCAMORE SCHOOL ROAD AND STATION ON THE LEFT,
 CS2967'BETWEEN THE SOUTH BOUND TRAFFIC LANE OF I.S. 35 AND FRONTAGE ROAD.
 CS2967'
 CS2967'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2967'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 CS2967'THOMPSON 2 1977.  IT IS 14 FEET WEST-SOUTHWEST OF THE SOUTH END OF
 CS2967'THE EAST RETAINING HEAD WALL OF THE OVERPASS AT THE INTERSECTION
 CS2967'OF I.S. 35 AND SYCAMORE SCHOOL ROAD, 14 FEET SOUTHEAST OF THE
 CS2967'NORTHWEST CORNER OF RETAINING WALL, 11 FEET SOUTH OF THE SOUTH EDGE
 CS2967'OF RETAINING WALL AND 8 FEET WEST OF A GUARD RAIL POST WITH
 CS2967'WITNESS SIGN.
 CS2967'
 CS2967'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE, AT THE
 CS2967'SOUTH END OF THE EAST RETAINING HEADWALL OF OVERPASS AND IS STAMPED
 CS2967'THOMPSON 2 NO 3 1977.  IT IS ABOUT 3 FEET HIGHER IN ELEVATION
 CS2967'THAN THE STATION OR HIGHWAY.
 CS2967'
 CS2967'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A DRILL HOLE
 CS2967'OF THE WEST RETAINING WALL OF OVERPASS AND IS STAMPED THOMPSON
 CS2967'2 NO 4 1977.  IT IS 17 FEET WEST-SOUTHWEST OF THE SOUTH END OF THE
 CS2967'WEST RETAINING HEADWALL OF OVERPASS, 4 FEET SOUTH OF THE NORTH
 CS2967'EDGE OF RETAINING WALL, 4 FEET SOUTH OF THE NORTHWEST CORNER OF
 CS2967'RETAINING WALL AND 0.6 FEET WEST OF THE EAST EDGE OF RETAINING
 CS2967'WALL.
 CS2967'
 CS2967'AZIMUTH MARK IS A STANDARD TEXAS HIGHWAY DEPARTMENT R.O.W. AND
 CS2967'BENCH MARK BRONZE DISK, SET IN A ROUND CONCRETE POST THAT IS FLUSH
 CS2967'WITH THE GROUND AND IS UNSTAMPED.  IT IS 96 FEET WEST OF THE WEST
 CS2967'LEG OF A LARGE EXIT SIGN NUMBER 42 OF I.S. 35, 40 FEET WEST OF THE
 CS2967'CENTER OF FRONTAGE ROAD AND 20 FEET WEST OF THE WEST CURB OF
 CS2967'FRONTAGE ROAD.
 CS2967'
 CS2967'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FRONTAGE
 CS2967'ROAD FOR 0.2 MILE TO MARK ON THE RIGHT.
 CS2967'
 CS2967'NEAREST TOWN--FORT WORTH.
 CS2967
 CS2967                          STATION RECOVERY (1996)
 CS2967
 CS2967'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2967'MARK NOT FOUND.
 CS2967
 CS2967                          STATION RECOVERY (2001)
 CS2967
 CS2967'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2968 ***********************************************************************
 CS2968  DESIGNATION -  THOMPSON 2 AZ MK
 CS2968  PID         -  CS2968
 CS2968  STATE/COUNTY-  TX/TARRANT
 CS2968  USGS QUAD   -  FORT WORTH (1981)
 CS2968
 CS2968                         *CURRENT SURVEY CONTROL
 CS2968  ___________________________________________________________________
 CS2968* NAD 83(1993)-  32 37 55.08871(N)    097 19 19.70264(W)     ADJUSTED  
 CS2968* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 CS2968  ___________________________________________________________________
 CS2968  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 CS2968  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CS2968
 CS2968  HORZ ORDER  -  THIRD
 CS2968
 CS2968.The horizontal coordinates were established by classical geodetic methods
 CS2968.and adjusted by the National Geodetic Survey in February 1996..
 CS2968.No horizontal observational check was made to the station.
 CS2968
 CS2968.The orthometric height was scaled from a topographic map.
 CS2968
 CS2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2968
 CS2968.The geoid height was determined by GEOID03.
 CS2968
 CS2968;                    North         East     Units Scale Factor Converg.
 CS2968;SPC TXNC     - 2,107,662.178   710,516.110   MT  0.99989927   +0 38 32.6
 CS2968;SPC TXNC     - 6,914,888.33  2,331,084.94   sFT  0.99989927   +0 38 32.6
 CS2968;UTM  14      - 3,611,731.156   657,395.703   MT  0.99990548   +0 54 17.8
 CS2968
 CS2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2968!SPC TXNC     -   0.99996870  x   0.99989927  =   0.99986798
 CS2968!UTM  14      -   0.99996870  x   0.99990548  =   0.99987419
 CS2968
 CS2968                          SUPERSEDED SURVEY CONTROL
 CS2968
 CS2968  NAD 83(1986)-  32 37 55.09281(N)    097 19 19.68443(W) AD(       ) 3
 CS2968  NAD 27      -  32 37 54.60844(N)    097 19 18.62825(W) AD(       ) 3
 CS2968
 CS2968.Superseded values are not recommended for survey control.
 CS2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2968.See file dsdata.txt to determine how the superseded data were derived.
 CS2968
 CS2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5739611731(NAD 83)
 CS2968_MARKER: DB = BENCH MARK DISK
 CS2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2968+STABILITY: SURFACE MOTION
 CS2968
 CS2968  HISTORY     - Date     Condition        Report By
 CS2968  HISTORY     - 1977     MONUMENTED       NGS
 CS2968  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2968  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2968
 CS2968                          STATION DESCRIPTION
 CS2968
 CS2968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS2968'THE STATION IS LOCATED ON THE SOUTH EDGE OF THE CITY LIMITS OF
 CS2968'FORT WORTH, ABOUT 5.5 MILES NORTH OF BURLESON.
 CS2968'
 CS2968'TO REACH THE STATION FROM THE INTERSECTION OF I.S. 35 AND STATE
 CS2968'HIGHWAY 174 IN BURLESON.  GO NORTH ON I.S. 35 FOR 5.65 MILES TO THE
 CS2968'INTERSECTION OF SYCAMORE SCHOOL, THEN GO SOUTH ON A FRONTAGE ROAD
 CS2968'FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 CS2968'
 CS2968'AZIMUTH MARK IS A STANDARD TEXAS HIGHWAY DEPARTMENT R.O.W. AND BENCH
 CS2968'MARK BRONZE DISK, SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH
 CS2968'THE GROUND AND IS UNSTAMPED.  IT IS 96 FEET WEST OF THE WEST LEG OF
 CS2968'A LARGE EXIT SIGN NUMBER 42 OF I.S. 35, 40 FEET WEST OF THE CENTER
 CS2968'OF FRONTAGE ROAD AND 20 FEET WEST OF THE WEST CURB OF FRONTAGE
 CS2968'ROAD.
 CS2968'
 CS2968'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FRONTAGE
 CS2968'ROAD FOR 0.2 MILE TO MARK ON THE RIGHT.
 CS2968'
 CS2968'NEAREST TOWN--FORT WORTH.
 CS2968
 CS2968                          STATION RECOVERY (1996)
 CS2968
 CS2968'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2968'MARK NOT FOUND.
 CS2968
 CS2968                          STATION RECOVERY (2001)
 CS2968
 CS2968'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2070 ***********************************************************************
 FL2070  SACS        -  This is a Secondary Airport Control Station.
 FL2070  DESIGNATION -  THOMPSON AZ MK 2
 FL2070  PID         -  FL2070
 FL2070  STATE/COUNTY-  TX/GRAY
 FL2070  USGS QUAD   -  PAMPA (1963)
 FL2070
 FL2070                         *CURRENT SURVEY CONTROL
 FL2070  ___________________________________________________________________
 FL2070* NAD 83(1993)-  35 36 40.37663(N)    100 59 23.86107(W)     ADJUSTED  
 FL2070* NAVD 88     -       986.59   (meters)    3236.8    (feet)  GPS OBS   
 FL2070  ___________________________________________________________________
 FL2070  X           -    -989,790.443 (meters)                     COMP
 FL2070  Y           -  -5,096,797.859 (meters)                     COMP
 FL2070  Z           -   3,693,765.741 (meters)                     COMP
 FL2070  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FL2070  ELLIP HEIGHT-         959.96  (meters)          (02/20/01) GPS OBS
 FL2070  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 FL2070
 FL2070  HORZ ORDER  -  FIRST
 FL2070  ELLP ORDER  -  FOURTH    CLASS II
 FL2070
 FL2070.This mark is at Perry Lefors Fld (PPA) Airport (PPA)
 FL2070
 FL2070.The horizontal coordinates were established by GPS observations
 FL2070.and adjusted by the National Geodetic Survey in July 1997..
 FL2070
 FL2070.The orthometric height was determined by GPS observations and a
 FL2070.high-resolution geoid model.
 FL2070
 FL2070.GPS derived orthometric heights for airport stations designated as
 FL2070.PACS or SACS are published to 2 decimal places.  This maintains
 FL2070.centimeter relative accuracy between the PACS and SACS.  It does
 FL2070.not indicate centimeter accuracy relative to other marks which are
 FL2070.part of the NAVD 88 network.
 FL2070
 FL2070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FL2070
 FL2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2070
 FL2070.The ellipsoidal height was determined by GPS observations
 FL2070.and is referenced to NAD 83.
 FL2070
 FL2070.The geoid height was determined by GEOID03.
 FL2070
 FL2070;                    North         East     Units Scale Factor Converg.
 FL2070;SPC TX N     - 1,178,862.727   246,207.556   MT  0.99991655   +0 17 44.1
 FL2070;SPC TX N     - 3,867,652.13    807,765.96   sFT  0.99991655   +0 17 44.1
 FL2070;UTM  14      - 3,942,650.945   319,761.574   MT  1.00000033   -1 09 32.5
 FL2070
 FL2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2070!SPC TX N     -   0.99984935  x   0.99991655  =   0.99976591
 FL2070!UTM  14      -   0.99984935  x   1.00000033  =   0.99984968
 FL2070
 FL2070:                Primary Azimuth Mark                     Grid Az
 FL2070:SPC TX N     -  THOMPSON                                 288 52 50.4
 FL2070:UTM  14      -  THOMPSON                                 290 20 07.0
 FL2070
 FL2070|---------------------------------------------------------------------|
 FL2070| PID    Reference Object                     Distance      Geod. Az  |
 FL2070|                                                           dddmmss.s |
 FL2070| FL2038 THOMPSON                            APPROX. 0.7 KM 2891034.5 |
 FL2070|---------------------------------------------------------------------|
 FL2070
 FL2070                          SUPERSEDED SURVEY CONTROL
 FL2070
 FL2070  ELLIP H (07/28/97)  959.98   (m)                       GP(       ) 4 2
 FL2070  NAD 83(1993)-  35 36 40.37982(N)    100 59 23.86062(W) AD(       ) 3
 FL2070  ELLIP H (02/16/96)  959.95   (m)                       GP(       ) 5 1
 FL2070  NAD 83(1993)-  35 36 40.38076(N)    100 59 23.85933(W) AD(       ) 3
 FL2070  NAD 83(1986)-  35 36 40.38552(N)    100 59 23.84987(W) AD(       ) 3
 FL2070  NAD 27      -  35 36 40.22898(N)    100 59 22.30914(W) AD(       ) 3
 FL2070  NGVD 29 (12/08/88)  986.4    (m)         3236.     (f) GPS OBS        
 FL2070
 FL2070.Superseded values are not recommended for survey control.
 FL2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2070.See file dsdata.txt to determine how the superseded data were derived.
 FL2070
 FL2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1976242651(NAD 83)
 FL2070_MARKER: DZ = AZIMUTH MARK DISK
 FL2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL2070_STAMPING: THOMPSON 1951 RESET 1965
 FL2070_MARK LOGO: CGS   
 FL2070_PROJECTION: FLUSH
 FL2070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FL2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2070+STABILITY: SURFACE MOTION
 FL2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL2070+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 FL2070
 FL2070  HISTORY     - Date     Condition        Report By
 FL2070  HISTORY     - 1965     MONUMENTED       CGS
 FL2070  HISTORY     - 1988     GOOD             NGS
 FL2070  HISTORY     - 19950607 GOOD             NGS
 FL2070
 FL2070                          STATION DESCRIPTION
 FL2070
 FL2070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 FL2070'THE STATION WAS RECOVERED AT THIS DATE.
 FL2070'ALSO RECOVERED AT THIS TIME WAS THOMPSON 1951.
 FL2070'
 FL2070'THE STATION IS LOCATED ABOUT 10.0 KM (6.2 MI)
 FL2070'NORTHWEST OF PAMPA AT THE PAMPA PERRY-LEFORES FIELD AT THE
 FL2070'SOUTH SIDE OF ENTRANCE ROAD TO AIRPORT.
 FL2070'OWNERSHIP--GRAY COUNTY, GRAY COUNTY COURTHOUSE, PAMPA TX 79065.
 FL2070'AIRPORT MANAGER IS BLACKIE DEVORE, PHONE 806-665-1881.
 FL2070'
 FL2070'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND STATE
 FL2070'HIGHWAY 70 IN THE SOUTH SECTION OF PAMPA, GO SOUTHWEST ON US
 FL2070'HIGHWAY 60 FOR 1.7 KM (1.05 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 FL2070'NORTH ON FARM ROAD 282 FOR 10.0 KM (6.2 MI) TO THE AIRPORT ENTRANCE
 FL2070'AND THE MARK.
 FL2070'
 FL2070'AZIMUTH MARK IS A STANDARD CGS AZIMUTH MARK DISK STAMPED---THOMPSON
 FL2070'1951 RESET 1965---, SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 FL2070'THAT IS FLUSH WITH THE GROUND.
 FL2070'LOCATED 24.1 METERS (79.1 FT) SOUTH OF ENTRANCE ROAD CENTER, 16.0
 FL2070'METERS (52.5 FT) WEST OF AND 0.4 METER (1.3 FT) LOWER THAN CENTER
 FL2070'OF FARM ROAD 282, 3.8 METERS (12.5 FT) NORTH OF NORTH END OF WIRE
 FL2070'FENCE AND 0.8 METER (2.6 FT) WEST-SOUTHWEST OF METAL WITNESS POST.
 FL2070'
 FL2070'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 FL2070'
 FL2070'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FL2070'
 FL2070'DESCRIBED BY D.A. BOWLING.
 FL2070
 FL2070                          STATION RECOVERY (1995)
 FL2070
 FL2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FL2070'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) NORTHWEST OF PAMPA, AT
 FL2070'THE PERRY LEFORS FIELD, AT THE AIRPORT ENTRANCE.  OWNERSHIP--GRAY
 FL2070'COUNTY, GRAY COUNTY COURTHOUSE PAMPA, TX 79065.  THE MANAGER IS RON
 FL2070'UNRUH, PHONE 806-665-1881.  TO REACH THE STATION FROM THE JUNCTION OF
 FL2070'U.S.  HIGHWAY 60 AND STATE HIGHWAY 70 IN THE SOUTH PART OF PAMPA, GO
 FL2070'1.7 KM (1.05 MI) SOUTHWEST ON HIGHWAY 60 TO FARM ROAD 282, TURN RIGHT,
 FL2070'NORTH, GO 10.0 KM (6.20 MI) TO THE AIRPORT ENTRANCE AND THE STATION ON
 FL2070'THE LEFT, THE STATION IS 24.1 M (79.1 FT) SOUTH OF THE CENTER OF THE
 FL2070'AIRPORT ENTRANCE, 16.0 M (52.5 FT) WEST OF THE ROAD CENTERLINE, 3.8 M
 FL2070'(12.5 FT) NORTH OF THE NORTH END OF A WIRE FENCE, 0.9 M (3.0 FT)
 FL2070'WEST-SOUTHWEST OF A WITNESS POST, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 FL2070'THE ROAD, AND THE MONUMENT PROJECTS 20 CM ABOVE THE GROUND SURFACE.
 FL2070'MARK IS A SECONDARY AIRPORT CONTROL STATION (SACS) .  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0485 ***********************************************************************
 AX0485  DESIGNATION -  THOMPSON RM 1
 AX0485  PID         -  AX0485
 AX0485  STATE/COUNTY-  TX/WHARTON
 AX0485  USGS QUAD   -  LANE CITY (1980)
 AX0485
 AX0485                         *CURRENT SURVEY CONTROL
 AX0485  ___________________________________________________________________
 AX0485* NAD 83(1986)-  29 08 25.     (N)    096 05 17.     (W)     SCALED    
 AX0485* NAVD 88     -        23.58   (+/-2cm)      77.4    (feet)  VERTCON   
 AX0485  ___________________________________________________________________
 AX0485  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0485
 AX0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0485
 AX0485.The horizontal coordinates were scaled from a topographic map and have
 AX0485.an estimated accuracy of +/- 6 seconds.
 AX0485
 AX0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0485.The vertical order pertains to the NGVD 29 superseded value.
 AX0485
 AX0485.The geoid height was determined by GEOID03.
 AX0485
 AX0485;                    North         East    Units  Estimated Accuracy
 AX0485;SPC TXSC     - 4,148,370.      883,290.      MT  (+/- 180 meters Scaled)
 AX0485
 AX0485                          SUPERSEDED SURVEY CONTROL
 AX0485
 AX0485  NGVD 29 (??/??/92)   23.591  (m)           77.40   (f) ADJ UNCH    2 0
 AX0485
 AX0485.Superseded values are not recommended for survey control.
 AX0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0485.See file dsdata.txt to determine how the superseded data were derived.
 AX0485
 AX0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT833270(NAD 83)
 AX0485_MARKER: DR = REFERENCE MARK DISK
 AX0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0485_STAMPING: THOMPSON NO 1 1935
 AX0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0485+STABILITY: SURFACE MOTION
 AX0485
 AX0485  HISTORY     - Date     Condition        Report By
 AX0485  HISTORY     - 1935     MONUMENTED       CGS
 AX0485
 AX0485                          STATION DESCRIPTION
 AX0485
 AX0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0485'12.3 MI SE FROM PIERCE.
 AX0485'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PIERCE--
 AX0485'PROCEED 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 59 TO INTERSECTION
 AX0485'OF GRAVELED ROAD.  THENCE, GO 9.2 MILES SOUTHEAST ALONG GRAVELED ROAD
 AX0485'TOWARDS MARKHAM TO INTERSECTION OF CROSSROAD.  THENCE, GO 2.6 MILES
 AX0485'NORTHEASTERLY ALONG ROAD TO THE SITE OF THE REFERENCE MARK. REFERENCE
 AX0485'MRK IS ABOUT 0.1 MILE NORTHEAST OF INTERSECTION OF ROAD, 127.0 FEET
 AX0485'NORTHEAST OF THE STATION AND 29.0 FEET NORTHWEST OF AND ABOUT THE SAME
 AX0485'ELEVATION AS THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 0.6
 AX0485'FOOT, STAMPED THOMPSON NO. 1 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0486 ***********************************************************************
 AX0486  DESIGNATION -  THOMPSON RM 2
 AX0486  PID         -  AX0486
 AX0486  STATE/COUNTY-  TX/WHARTON
 AX0486  USGS QUAD   -  LANE CITY (1980)
 AX0486
 AX0486                         *CURRENT SURVEY CONTROL
 AX0486  ___________________________________________________________________
 AX0486* NAD 83(1986)-  29 08 24.     (N)    096 05 20.     (W)     SCALED    
 AX0486* NAVD 88     -        23.46   (+/-2cm)      77.0    (feet)  VERTCON   
 AX0486  ___________________________________________________________________
 AX0486  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0486
 AX0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0486
 AX0486.The horizontal coordinates were scaled from a topographic map and have
 AX0486.an estimated accuracy of +/- 6 seconds.
 AX0486
 AX0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0486.The vertical order pertains to the NGVD 29 superseded value.
 AX0486
 AX0486.The geoid height was determined by GEOID03.
 AX0486
 AX0486;                    North         East    Units  Estimated Accuracy
 AX0486;SPC TXSC     - 4,148,340.      883,210.      MT  (+/- 180 meters Scaled)
 AX0486
 AX0486                          SUPERSEDED SURVEY CONTROL
 AX0486
 AX0486  NGVD 29 (??/??/92)   23.469  (m)           77.00   (f) ADJ UNCH    2 0
 AX0486
 AX0486.Superseded values are not recommended for survey control.
 AX0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0486.See file dsdata.txt to determine how the superseded data were derived.
 AX0486
 AX0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT832270(NAD 83)
 AX0486_MARKER: DR = REFERENCE MARK DISK
 AX0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0486_STAMPING: THOMPSON RM 2 1935
 AX0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0486+STABILITY: SURFACE MOTION
 AX0486
 AX0486  HISTORY     - Date     Condition        Report By
 AX0486  HISTORY     - 1935     MONUMENTED       CGS
 AX0486  HISTORY     - 1941     GOOD             NGS
 AX0486
 AX0486                          STATION DESCRIPTION
 AX0486
 AX0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AX0486'12.3 MI SE FROM PIERCE.
 AX0486'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PIERCE--
 AX0486'PROCEED 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 59 TO INTERSECTION
 AX0486'OF GRAVELED ROAD.  THENCE, GO 9.2 MILES SOUTHEAST ALONG GRAVELED ROAD
 AX0486'TOWARDS MARKHAM TO INTERSECTION OF CROSSROAD.  THENCE, 2.6 MILES
 AX0486'NORTHEAST ALONG ROAD TO THE SITE OF REFERENCE MARK.  REFERENCE MARK IS
 AX0486'ABOUT 0.1 MILE NORTHEAST OF INTERSECTION OF ROAD, 98.0 FEET WEST
 AX0486'NORTHWEST OF THE STATION AND 29.0 FEET NORHTWEST OF AND ABOUT THE SAME
 AX0486'ELEVATION AS THE CENTERLINE OF THE ROAD.  TO MONUMENT PROJECTS 0.6
 AX0486'FOOT, STAMPED THOMPSON NO. 2 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6844 ***********************************************************************
 AW6844  DESIGNATION -  THOMPSONS WEST OIL CO RAD MAST
 AW6844  PID         -  AW6844
 AW6844  STATE/COUNTY-  TX/FORT BEND
 AW6844  USGS QUAD   -  THOMPSONS (1980)
 AW6844
 AW6844                         *CURRENT SURVEY CONTROL
 AW6844  ___________________________________________________________________
 AW6844* NAD 83(1993)-  29 28 38.30262(N)    095 34 14.22688(W)     ADJUSTED  
 AW6844* NAVD 88     -                                                        
 AW6844  ___________________________________________________________________
 AW6844  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW6844  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6844
 AW6844  HORZ ORDER  -  THIRD
 AW6844
 AW6844.The horizontal coordinates were established by classical geodetic methods
 AW6844.and adjusted by the National Geodetic Survey in February 1996..
 AW6844
 AW6844
 AW6844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6844
 AW6844.The geoid height was determined by GEOID03.
 AW6844
 AW6844;                    North         East     Units Scale Factor Converg.
 AW6844;SPC TXSC     - 4,187,071.309   932,516.372   MT  0.99986632   +1 40 48.4
 AW6844;SPC TXSC     -13,737,083.12  3,059,430.80   sFT  0.99986632   +1 40 48.4
 AW6844;UTM  15      - 3,263,621.667   250,737.398   MT  1.00036671   -1 15 56.2
 AW6844
 AW6844                          SUPERSEDED SURVEY CONTROL
 AW6844
 AW6844  NAD 83(1986)-  29 28 38.31621(N)    095 34 14.20868(W) AD(       ) 4
 AW6844  NAD 27      -  29 28 37.45897(N)    095 34 13.41707(W) AD(       ) 3
 AW6844
 AW6844.Superseded values are not recommended for survey control.
 AW6844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6844.See file dsdata.txt to determine how the superseded data were derived.
 AW6844
 AW6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5073763622(NAD 83)
 AW6844_MARKER: 42 = RADIO/TV MAST
 AW6844
 AW6844  HISTORY     - Date     Condition        Report By
 AW6844  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6844  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW6844  HISTORY     - 19980118 MARK NOT FOUND   USPSQD
 AW6844
 AW6844                          STATION DESCRIPTION
 AW6844
 AW6844'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6844'THE STATION IS LOCATED ON THE WHITTMORE OIL LEASE ABOUT
 AW6844'2.0 MILES SOUTHEAST OF THE SMALL VILLAGE OF THOMPSONS.
 AW6844'
 AW6844'IT IS A TUBULAR STEEL STRUCTURE SUPPORTING A 20.0 FOOT ANTENNAE
 AW6844'AND IS SUPPORTED BY MANY GUY CABLES.  IT IS PAINTED ALTERNATELY
 AW6844'RED AND WHITE AND HAS A RED FLASHING LIGHT AT THE TOP OF THE
 AW6844'STRUCTURE.  IT HAS AN OVER-ALL HEIGHT OF 500.0 FEET.
 AW6844'
 AW6844'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STRUCTURE.
 AW6844'
 AW6844'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA FE
 AW6844'RAILROAD DEPOT IN THOMPSONS, GO EAST ON A PAVED ROAD FOR ABOUT
 AW6844'100 YARDS TO WHERE THE PAVED ROAD TURNS RIGHT AND A GRAVELED
 AW6844'ROAD CONTINUES STRAIGHT AHEAD.  HERE TURN RIGHT AND FOLLOW
 AW6844'THE PAVED ROAD SOUTHERLY FOR 2.0 MILES TO A CROSSROAD, TURN
 AW6844'LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.8 MILE TO A
 AW6844'SIDE ROAD LEFT AT A CATTLE GUARD, TURN LEFT AND GO NORTH
 AW6844'FOR 0.4 MILE TO A DRIVE ON THE LEFT, TURN LEFT AND GO WEST
 AW6844'FOR 0.1 MILE AND THE STATION AS DESCRIBED.
 AW6844'
 AW6844'THIS RADIO MAST IS NOW THE PROPERTY OF THE J.M. WEST AND WESLEY
 AW6844'W. WEST OIL CO. FORMERLY THE WEST PRODUCTION COMPANY.
 AW6844
 AW6844                          STATION RECOVERY (1996)
 AW6844
 AW6844'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6844'MARK NOT FOUND.
 AW6844
 AW6844                          STATION RECOVERY (1998)
 AW6844
 AW6844'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0663 ***********************************************************************
 EN0663  DESIGNATION -  THORN
 EN0663  PID         -  EN0663
 EN0663  STATE/COUNTY-  TX/CHILDRESS
 EN0663  USGS QUAD   -  ESTELLINE SE (1985)
 EN0663
 EN0663                         *CURRENT SURVEY CONTROL
 EN0663  ___________________________________________________________________
 EN0663* NAD 83(1993)-  34 30 07.56914(N)    100 22 20.43642(W)     ADJUSTED  
 EN0663* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 EN0663  ___________________________________________________________________
 EN0663  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 EN0663  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EN0663
 EN0663  HORZ ORDER  -  SECOND
 EN0663
 EN0663.The horizontal coordinates were established by classical geodetic methods
 EN0663.and adjusted by the National Geodetic Survey in February 1996..
 EN0663
 EN0663.The orthometric height was scaled from a topographic map.
 EN0663
 EN0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0663
 EN0663.The geoid height was determined by GEOID03.
 EN0663
 EN0663;                    North         East     Units Scale Factor Converg.
 EN0663;SPC TX N     - 1,056,293.976   303,563.001   MT  1.00003756   +0 39 12.7
 EN0663;SPC TX N     - 3,465,524.49    995,939.61   sFT  1.00003756   +0 39 12.7
 EN0663;UTM  14      - 3,818,685.136   374,013.228   MT  0.99979565   -0 46 38.8
 EN0663
 EN0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0663!SPC TX N     -   0.99991412  x   1.00003756  =   0.99995168
 EN0663!UTM  14      -   0.99991412  x   0.99979565  =   0.99970979
 EN0663
 EN0663|---------------------------------------------------------------------|
 EN0663| PID    Reference Object                     Distance      Geod. Az  |
 EN0663|                                                           dddmmss.s |
 EN0663| CX8805 THORN RM 1                            9.599 METERS 09403     |
 EN0663| CX8804 THORN AZ MK                                        1005724.0 |
 EN0663| CX8806 THORN RM 2                            9.982 METERS 28146     |
 EN0663|---------------------------------------------------------------------|
 EN0663
 EN0663                          SUPERSEDED SURVEY CONTROL
 EN0663
 EN0663  NAD 83(1993)-  34 30 07.56943(N)    100 22 20.43615(W) AD(       ) 2
 EN0663  NAD 83(1986)-  34 30 07.57458(N)    100 22 20.42883(W) AD(       ) 2
 EN0663  NAD 27      -  34 30 07.36423(N)    100 22 19.00266(W) AD(       ) 2
 EN0663
 EN0663.Superseded values are not recommended for survey control.
 EN0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0663.See file dsdata.txt to determine how the superseded data were derived.
 EN0663
 EN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7401318685(NAD 83)
 EN0663_MARKER: DS = TRIANGULATION STATION DISK
 EN0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0663
 EN0663  HISTORY     - Date     Condition        Report By
 EN0663  HISTORY     - 1967     MONUMENTED       CGS
 EN0663
 EN0663                          STATION DESCRIPTION
 EN0663
 EN0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0663'THE STATION IS ABOUT 10-1/2 MILES WEST-NORTHWEST OF CHILDRESS AND 4
 EN0663'MILES SOUTHEAST OF ESTELLINE, ON THE NORTH RIGHT OF WAY OF U.S.
 EN0663'HIGHWAY 287.
 EN0663'
 EN0663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287-83, GO
 EN0663'WEST-NORTHWEST ON U.S. HIGHWAY 287 FOR 7.6 MILES TO A BRIDGE OVER
 EN0663'RAILROAD TRACKS (BURLINGTON RAILWAY), CONTINUE WEST-NORTHWEST FOR
 EN0663'1.85 MILES TO THE AZIMUTH MARK ON THE NORTH RIGHT OF WAY.  CONTINUE
 EN0663'WEST-NORTHWEST ON U.S. HIGHWAY 287 FOR 0.65 MILE TO A SIDE ROAD
 EN0663'LEFT LEADING TO AN OLD ABANDONED FARMHOUSE AND THE STATION ON THE
 EN0663'RIGHT.
 EN0663'
 EN0663'THE STATION MARK IS A STANDARD DISK, STAMPED THORN 1967, SET IN THE
 EN0663'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH
 EN0663'WITH THE GROUND.  IT IS 52 FEET NORTH OF THE CENTERLINE OF U.S.
 EN0663'HIGHWAY 287, 33 FEET WEST OF A POWER LINE POLE AND 3 FEET SOUTH OF
 EN0663'AN EAST-WEST FENCE.  THE UNDERGROUND MARK IS 42 INCHES BELOW THE
 EN0663'GROUND SURFACE.
 EN0663'
 EN0663'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED THORN NO 1 1967, SET IN
 EN0663'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0663'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 56 FEET NORTH OF THE
 EN0663'CENTERLINE OF U.S. HIGHWAY 287, 2 FEET SOUTHWEST OF THE POWER LINE
 EN0663'POLE, 1 FOOT SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 EN0663'THE STATION.
 EN0663'
 EN0663'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED THORN NO 2 1967, SET IN
 EN0663'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0663'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 66 FEET WEST OF THE
 EN0663'POWER LINE POLE, 56.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 EN0663'287, 1 FOOT SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 EN0663'STATION.
 EN0663'
 EN0663'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED THORN 1967, SET IN THE
 EN0663'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 EN0663'INCHES ABOVE THE GROUND.  IT IS 56 FEET NORTH OF THE CENTERLINE OF
 EN0663'U.S. HIGHWAY 287, 2 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH
 EN0663'OF AN EAST-WEST FENCE.
 EN0663'
 EN0663'WITNESS POSTS WERE SET 3.7 FEET NORTHWEST OF THE STATION AND 1.8 FEET
 EN0663'SOUTHEAST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2017 ***********************************************************************
 FL2017  DESIGNATION -  THORN
 FL2017  PID         -  FL2017
 FL2017  STATE/COUNTY-  TX/GRAY
 FL2017  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL2017
 FL2017                         *CURRENT SURVEY CONTROL
 FL2017  ___________________________________________________________________
 FL2017* NAD 83(1993)-  35 31 03.55628(N)    100 32 36.44934(W)     ADJUSTED  
 FL2017* NAVD 88     -       870.     (meters)    2854.     (feet)  SCALED    
 FL2017  ___________________________________________________________________
 FL2017  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 FL2017  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FL2017
 FL2017  HORZ ORDER  -  SECOND
 FL2017
 FL2017.The horizontal coordinates were established by classical geodetic methods
 FL2017.and adjusted by the National Geodetic Survey in February 1996..
 FL2017
 FL2017.The orthometric height was scaled from a topographic map.
 FL2017
 FL2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2017
 FL2017.The geoid height was determined by GEOID03.
 FL2017
 FL2017;                    North         East     Units Scale Factor Converg.
 FL2017;SPC TX N     - 1,168,783.429   286,758.510   MT  0.99991238   +0 33 15.7
 FL2017;SPC TX N     - 3,834,583.63    940,806.88   sFT  0.99991238   +0 33 15.7
 FL2017;UTM  14      - 3,931,546.750   360,044.082   MT  0.99984138   -0 53 48.6
 FL2017
 FL2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2017!SPC TX N     -   0.99986758  x   0.99991238  =   0.99977997
 FL2017!UTM  14      -   0.99986758  x   0.99984138  =   0.99970898
 FL2017
 FL2017|---------------------------------------------------------------------|
 FL2017| PID    Reference Object                     Distance      Geod. Az  |
 FL2017|                                                           dddmmss.s |
 FL2017| CL3410 THORN RM 1                            7.645 METERS 08111     |
 FL2017| CL3409 THORN AZ MK                                        0904734.7 |
 FL2017| CL3411 THORN RM 2                           11.808 METERS 27546     |
 FL2017|---------------------------------------------------------------------|
 FL2017
 FL2017                          SUPERSEDED SURVEY CONTROL
 FL2017
 FL2017  NAD 83(1993)-  35 31 03.55737(N)    100 32 36.44880(W) AD(       ) 2
 FL2017  NAD 83(1986)-  35 31 03.56115(N)    100 32 36.43864(W) AD(       ) 2
 FL2017  NAD 27      -  35 31 03.39500(N)    100 32 34.96200(W) AD(       ) 2
 FL2017
 FL2017.Superseded values are not recommended for survey control.
 FL2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2017.See file dsdata.txt to determine how the superseded data were derived.
 FL2017
 FL2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6004431547(NAD 83)
 FL2017_MARKER: DS = TRIANGULATION STATION DISK
 FL2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL2017+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 FL2017
 FL2017  HISTORY     - Date     Condition        Report By
 FL2017  HISTORY     - 1951     MONUMENTED       CGS
 FL2017  HISTORY     - 1956     GOOD             CGS
 FL2017  HISTORY     - 1961     MARK NOT FOUND   CGS
 FL2017  HISTORY     - 1967     POOR             USGS
 FL2017  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FL2017  HISTORY     - 20060403 GOOD             INDIV
 FL2017
 FL2017                          STATION DESCRIPTION
 FL2017
 FL2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2017'THE STATION IS LOCATED ABOUT 6 MILES WEST OF OLD MOBEETIE,
 FL2017'5 MILES EAST-SOUTHEAST OF LAKETON, 44 FEET NORTH OF THE
 FL2017'CENTER LINE OF STATE ROUTE 152, 5 FEET SOUTH OF A FENCE LINE,
 FL2017'5 FEET SOUTH OF A WITNESS POST, AND ON THE HIGHWAY RIGHT-OF-WAY.
 FL2017'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED THORN 1951.
 FL2017'
 FL2017'REFERENCE MARK NO. 1 IS 47 FEET NORTH OF THE CENTER LINE
 FL2017'OF STATE ROUTE 152 AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK
 FL2017'PROJECTS 2 INCHES, AND THE DISK IS STAMPED THORN NO 1 1951.
 FL2017'
 FL2017'REFERENCE MARK NO. 2 IS 47 FEET NORTH OF THE CENTER LINE
 FL2017'OF STATE ROUTE 152 AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK
 FL2017'PROJECTS 3 INCHES, AND THE DISK IS STAMPED THORN NO 2 1951.
 FL2017'
 FL2017'THE AZIMUTH MARK IS 78 FEET SOUTH OF THE CENTER LINE OF
 FL2017'STATE ROUTE 152, 2 FEET WEST OF A WITNESS POST, 1 FOOT NORTH
 FL2017'OF A FENCE LINE, AND ON THE HIGHWAY RIGHT-OF-WAY.  THE
 FL2017'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED THORN 1951.
 FL2017'
 FL2017'TO REACH THE STATION FROM THE POST OFFICE IN LAKETON.  GO
 FL2017'EAST ON STATE ROUTE 152 FOR 6.0 MILES TO THE STATION ON THE
 FL2017'LEFT AS DESCRIBED.
 FL2017'
 FL2017'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO EAST ON
 FL2017'STATE ROUTE 152 FOR 0.4 MILE TO A CURVE IN THE ROAD AND
 FL2017'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FL2017
 FL2017                          STATION RECOVERY (1956)
 FL2017
 FL2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2017'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL2017'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 FL2017'TO STATION SITE ARE CORRECT.  NO EFFORT WAS MADE TO RECOVER
 FL2017'THE AZIMUTH MARK.
 FL2017
 FL2017                          STATION RECOVERY (1961)
 FL2017
 FL2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CB)
 FL2017'STATION AND REFERENCE MARK NO. 1 COULD NOT BE LOCATED.  A
 FL2017'PIECE OF SHEARED CONCRETE WAS FOUND WHERE STATION SHOULD BE.
 FL2017'A GRADER HAS GRADED ALMOST THE ENTIRE BANK AWAY.  REFERENCE
 FL2017'MARK NO. 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL2017
 FL2017                          STATION RECOVERY (1967)
 FL2017
 FL2017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FL2017'THE STATION WAS SEARCHED FOR AND THE SURFACE MARK WAS FOUND
 FL2017'DISTURBED.  THE TOP OF THE MONUMENT IS BROKEN OFF.  THE DISK
 FL2017'IS MISSING.  THE UNDERGROUND MARK IS IN PLACE.  THE BROKEN
 FL2017'CONCRETE POST RESET OVER UNDERGROUND MARK TO FACILITATE FUTURE
 FL2017'RECOVERY.
 FL2017'
 FL2017'REFERENCE MARKS ARE IN GOOD CONDITION AS DESCRIBED.
 FL2017'
 FL2017'THE TO REACH DESCRIPTION IS ADEQUATE.
 FL2017
 FL2017                          STATION RECOVERY (1968)
 FL2017
 FL2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FL2017'SURFACE STATION MARK FOUND UPROOTED AND THE DISK GONE.  SUB
 FL2017'SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH
 FL2017'MARK WERE FOUND IN GOOD CONDITION.  A NEW SURFACE MARK WAS SET
 FL2017'HOLDING THE POINT OF THE UNDERGROUND MARK.  THE UNDERGROUND
 FL2017'MARK WAS LOWERED HOLDING THE ORIGINAL POSITION.
 FL2017'
 FL2017'A NEW DESCRIPTION IS AS FOLLOWS--STATION IS LOCATED ABOUT 5
 FL2017'MILES SOUTHEAST OF LAKETON AND ON ROAD RIGHT-OF-WAY.
 FL2017'
 FL2017'TO REACH THE STATION FROM THE JUNCTION OF FARM MARKET ROAD
 FL2017'748 AND STATE HIGHWAY 152 IN LAKETON, GO EASTERLY ON HIGHWAY
 FL2017'152 FOR 3.0 MILES TO THE JUNCTION OF FARM MARKET ROAD 2857.
 FL2017'CONTINUE EASTERLY ON HIGHWAY 152 FOR 2.7 MILES TO THE STATION
 FL2017'ON THE LEFT.
 FL2017'
 FL2017'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 FL2017'152 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 FL2017'
 FL2017'STATION MARKS ARE STANDARD DISK STAMPED THORN 1951 1968.  THE
 FL2017'SURFACE DISK IS SET IN THE TOP OF A 12 X 12 INCH CONCRETE
 FL2017'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 FL2017'138 FEET EAST OF THE CENTERLINE OF A DRIVEWAY NORTH, 130
 FL2017'FEET WEST OF A POWER POLE, 45 FEET NORTH OF THE CENTERLINE
 FL2017'OF THE HIGHWAY AND 5 FEET SOUTH OF A FENCE.
 FL2017'
 FL2017'REFERENCE MARK 1 IS A STANDARD DISK STAMPED THORN NO 1 1951,
 FL2017'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 FL2017'THE SURFACE OF THE GROUND.  IT IS 105 FEET WEST OF THE POWER
 FL2017'POLE, 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 FL2017'SOUTH OF THE FENCE.
 FL2017'
 FL2017'REFERENCE MARK 2 IS A STANDARD DISK STAMPED THORN NO 2 1951,
 FL2017'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 FL2017'THE SURFACE OF THE GROUND.  IT IS 100 FEET EAST OF THE CENTERLINE
 FL2017'OF THE DRIVEWAY, 49 FEET NORTH OF THE CENTERLINE OF THE
 FL2017'HIGHWAY AND 1 FOOT SOUTH OF THE FENCE.
 FL2017'
 FL2017'THE AZIMUTH MARK IS A STANDARD DISK STAMPED THORN 1951, SET
 FL2017'IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 FL2017'4 INCHES.  IT IS 73 FEET SOUTH OF THE CENTERLINE OF THE
 FL2017'HIGHWAY, 1 FOOT NORTH OF A FENCE AND 1 FOOT WEST OF A METAL
 FL2017'WITNESS POST.
 FL2017'
 FL2017'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 FL2017'
 FL2017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 FL2017'SOUTHEAST OF LAKETON
 FL2017
 FL2017                          STATION RECOVERY (2006)
 FL2017
 FL2017'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CBM)
 FL2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0588 ***********************************************************************
 EN0588  DESIGNATION -  THORN AZ MK
 EN0588  PID         -  EN0588
 EN0588  STATE/COUNTY-  TX/CHILDRESS
 EN0588  USGS QUAD   -  CAREY (1981)
 EN0588
 EN0588                         *CURRENT SURVEY CONTROL
 EN0588  ___________________________________________________________________
 EN0588* NAD 83(1986)-  34 29 59.     (N)    100 21 35.     (W)     SCALED    
 EN0588* NAVD 88     -       565.319  (meters)    1854.72   (feet)  ADJUSTED  
 EN0588  ___________________________________________________________________
 EN0588  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 EN0588  DYNAMIC HT  -         564.677 (meters)    1852.61  (feet)  COMP
 EN0588  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 EN0588
 EN0588  VERT ORDER  -  FIRST     CLASS II
 EN0588
 EN0588.The horizontal coordinates were scaled from a topographic map and have
 EN0588.an estimated accuracy of +/- 6 seconds.
 EN0588
 EN0588.The orthometric height was determined by differential leveling
 EN0588.and adjusted by the National Geodetic Survey in June 1991..
 EN0588
 EN0588.The geoid height was determined by GEOID03.
 EN0588
 EN0588.The dynamic height is computed by dividing the NAVD 88
 EN0588.geopotential number by the normal gravity value computed on the
 EN0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0588.degrees latitude (g = 980.6199 gals.).
 EN0588
 EN0588.The modeled gravity was interpolated from observed gravity values.
 EN0588
 EN0588;                    North         East    Units  Estimated Accuracy
 EN0588;SPC TX N     - 1,056,040.      304,730.      MT  (+/- 180 meters Scaled)
 EN0588
 EN0588                          SUPERSEDED SURVEY CONTROL
 EN0588
 EN0588.No superseded survey control is available for this station.
 EN0588
 EN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD751184(NAD 83)
 EN0588_MARKER: DZ = AZIMUTH MARK DISK
 EN0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0588_SP_SET: CONCRETE POST
 EN0588_STAMPING: THORN 1967
 EN0588_MARK LOGO: CGS   
 EN0588_PROJECTION: PROJECTING 10 CENTIMETERS
 EN0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0588+STABILITY: SURFACE MOTION
 EN0588
 EN0588  HISTORY     - Date     Condition        Report By
 EN0588  HISTORY     - 1967     MONUMENTED       CGS
 EN0588  HISTORY     - 1985     GOOD             NGS
 EN0588
 EN0588                          STATION DESCRIPTION
 EN0588
 EN0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EN0588'14.5 KM (9.0 MI) NW FROM CHILDRESS.
 EN0588'14.5 KM (9.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0588'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 17.1 M (56.1 FT) NORTHEAST
 EN0588'OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND 0.3
 EN0588'M (1.0 FT) SOUTHWEST OF A FENCE.
 EN0588'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 EN0588'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0713 ***********************************************************************
 EM0713  DESIGNATION -  THORNBERRY RESET
 EM0713  PID         -  EM0713
 EM0713  STATE/COUNTY-  TX/CLAY
 EM0713  USGS QUAD   -  THORNBERRY (1972)
 EM0713
 EM0713                         *CURRENT SURVEY CONTROL
 EM0713  ___________________________________________________________________
 EM0713* NAD 83(1993)-  34 03 30.81100(N)    098 24 18.61905(W)     ADJUSTED  
 EM0713* NAVD 88     -       320.0    (meters)    1050.     (feet)  VERTCON   
 EM0713  ___________________________________________________________________
 EM0713  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 EM0713  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EM0713
 EM0713  HORZ ORDER  -  SECOND
 EM0713
 EM0713.The horizontal coordinates were established by classical geodetic methods
 EM0713.and adjusted by the National Geodetic Survey in February 1996..
 EM0713
 EM0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0713
 EM0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0713
 EM0713.The geoid height was determined by GEOID03.
 EM0713
 EM0713;                    North         East     Units Scale Factor Converg.
 EM0713;SPC TXNC     - 2,265,256.526   608,754.887   MT  1.00002693   +0 03 06.2
 EM0713;SPC TXNC     - 7,431,929.12  1,997,223.33   sFT  1.00002693   +0 03 06.2
 EM0713;UTM  14      - 3,768,808.455   554,893.729   MT  0.99963714   +0 19 59.3
 EM0713
 EM0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0713!SPC TXNC     -   0.99995400  x   1.00002693  =   0.99998093
 EM0713!UTM  14      -   0.99995400  x   0.99963714  =   0.99959116
 EM0713
 EM0713:                Primary Azimuth Mark                     Grid Az
 EM0713:SPC TXNC     -  THORNBERRY RM 1                          183 09 02.3
 EM0713:UTM  14      -  THORNBERRY RM 1                          182 52 09.2
 EM0713
 EM0713|---------------------------------------------------------------------|
 EM0713| PID    Reference Object                     Distance      Geod. Az  |
 EM0713|                                                           dddmmss.s |
 EM0713| CX8810 THORNBERRY RM 1                     468.050 METERS 1831208.5 |
 EM0713| CX8809 THORNBERRY AZ MK 3                                 1861719.9 |
 EM0713| DO0709 WICHITA FALLS CITY PWR CO STK       APPROX.19.4 KM 2023908.4 |
 EM0713| DO0796 WICHITA FALLS ST HOSP WATER TK      APPROX.26.2 KM 2045718.6 |
 EM0713| CX8807 THORNBERRY AZ MK                                   2340144.8 |
 EM0713| CX8808 THORNBERRY AZ MK RESET                             2395448.1 |
 EM0713| CX8812 THORNBERRY RM 3                     154.147 METERS 25053     |
 EM0713| CX8811 THORNBERRY RM 2                     149.020 METERS 26642     |
 EM0713| EM0749 BURKBURNETT WATER TANK              APPROX.16.1 KM 2855234.0 |
 EM0713| CX8813 THORNBERRY RM 4                     153.503 METERS 28957     |
 EM0713|---------------------------------------------------------------------|
 EM0713
 EM0713                          SUPERSEDED SURVEY CONTROL
 EM0713
 EM0713  NAD 83(1993)-  34 03 30.81104(N)    098 24 18.61899(W) AD(       ) 2
 EM0713  NAD 83(1986)-  34 03 30.81460(N)    098 24 18.60582(W) AD(       ) 2
 EM0713  NAD 27      -  34 03 30.47600(N)    098 24 17.42200(W) AD(       ) 2
 EM0713  NGVD 29 (07/19/86)  319.9    (m)         1050.     (f) VERT ANG       
 EM0713
 EM0713.Superseded values are not recommended for survey control.
 EM0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0713.See file dsdata.txt to determine how the superseded data were derived.
 EM0713
 EM0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5489468808(NAD 83)
 EM0713_MARKER: DS = TRIANGULATION STATION DISK
 EM0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0713+STABILITY: SURFACE MOTION
 EM0713
 EM0713  HISTORY     - Date     Condition        Report By
 EM0713  HISTORY     - 1965     MONUMENTED       CGS
 EM0713
 EM0713                          STATION DESCRIPTION
 EM0713
 EM0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0713'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WAS RECOVERED
 EM0713'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  A
 EM0713'NEW AZIMUTH MARK WAS ESTABLISHED.  THERE WAS A DIFFERENCE
 EM0713'IN DISTANCE NOTED TO THE REFERENCE MARKS.
 EM0713'
 EM0713'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 EM0713'
 EM0713'THE STATION IS ABOUT 13 MILES NORTHEAST OF WICHITA FALLS, 9
 EM0713'MILES EAST-SOUTHEAST OF BURKBURNETT, ON LAND OWNED BY
 EM0713'MR. D.E. BECK.
 EM0713'
 EM0713'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EM0713'277, 281 AND STATE HIGHWAY 240 IN BURKBURNETT, GO SOUTHERLY
 EM0713'ON STATE HIGHWAY 240 FOR 5.1 MILES TO FARM ROAD 1177
 EM0713'ON THE LEFT.  TURN LEFT AND GO EAST ON FARM ROAD 1177 FOR
 EM0713'7.5 MILES TO THE JUNCTION OF FARM ROADS 1177 AND 171.  CONTINUE
 EM0713'AHEAD, EAST, FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 EM0713'RIGHT.  CONTINUE AHEAD ON FARM ROAD 171 FOR 0.05 MILE TO
 EM0713'POWER LINE POLE NUMBER 87 ON THE LEFT.  TURN LEFT, LEAVING
 EM0713'THE HIGHWAY AND GO NORTH THROUGH CULTIVATED FIELD FOR
 EM0713'0.3 MILE TO THE HIGHEST POINT AND THE STATION.
 EM0713'
 EM0713'STATION MARK IS A STANDARD DISK, STAMPED THORNBERRY 1923,
 EM0713'SET IN THE TOP OF A ROUND CONCRETE POST, 10 INCHES DIAMETER,
 EM0713'THAT IS 18 INCHES BELOW THE GROUND SURFACE.
 EM0713'
 EM0713'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED THORNBERRY
 EM0713'NO 3 1948, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 EM0713'POST, THAT IS FLUSH WITH THE GROUND.  IT IS 28 FEET
 EM0713'EAST OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD AND
 EM0713'1 FOOT NORTH OF A METAL WITNESS POST.
 EM0713'
 EM0713'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED THORNBERRY
 EM0713'NO 4 1948, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST,
 EM0713'THAT IS FLUSH WITH THE GROUND.  IT IS 31 FEET EAST OF THE
 EM0713'CENTERLINE OF THE NORTH-SOUTH DIRT ROAD AND 2 FOOT SOUTH
 EM0713'OF A METAL WITNESS POST.
 EM0713'
 EM0713'AZIMUTH MARK IS A STANDARD DISK, STAMPED THORNBERRY 1923
 EM0713'RESET 1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 EM0713'IN DIAMETER, THAT PROJECTS 2 INCHES.  IT IS 36.5 FEET SOUTH
 EM0713'OF THE CENTERLINE OF FARM ROAD 1177, 2 FEET WEST OF A
 EM0713'TELEPHONE POLE AND 2 FEET EAST OF A METAL WITNESS POST.
 EM0713'
 EM0713'HEIGHT OF LIGHT ABOVE STATION MARK 23 FEET.
 EM0713'
 EM0713'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EM0713'9 MILES EAST-SOUTHEAST OF BURKBURNETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5361 ***********************************************************************
 AH5361  DESIGNATION -  THORNTON ET
 AH5361  PID         -  AH5361
 AH5361  STATE/COUNTY-  TX/LIMESTONE
 AH5361  USGS QUAD   -  THORNTON (1966)
 AH5361
 AH5361                         *CURRENT SURVEY CONTROL
 AH5361  ___________________________________________________________________
 AH5361* NAD 83(1993)-  31 25 12.86445(N)    096 33 43.03615(W)     ADJUSTED  
 AH5361* NAVD 88     -       158.2    (meters)     519.     (feet)  VERTCON   
 AH5361  ___________________________________________________________________
 AH5361  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AH5361  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AH5361
 AH5361  HORZ ORDER  -  THIRD
 AH5361
 AH5361.The horizontal coordinates were established by classical geodetic methods
 AH5361.and adjusted by the National Geodetic Survey in July 1998..
 AH5361
 AH5361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5361
 AH5361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5361
 AH5361.The geoid height was determined by GEOID03.
 AH5361
 AH5361;                    North         East     Units Scale Factor Converg.
 AH5361;SPC TX C     - 3,200,472.324 1,058,492.010   MT  0.99990837   +1 56 32.9
 AH5361;SPC TX C     -10,500,216.28  3,472,735.87   sFT  0.99990837   +1 56 32.9
 AH5361;UTM  14      - 3,478,748.074   731,755.821   MT  1.00026252   +1 16 17.6
 AH5361
 AH5361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5361!SPC TX C     -   0.99997916  x   0.99990837  =   0.99988753
 AH5361!UTM  14      -   0.99997916  x   1.00026252  =   1.00024167
 AH5361
 AH5361                          SUPERSEDED SURVEY CONTROL
 AH5361
 AH5361  NGVD 29 (07/28/98)  158.2    (m)          519.     (f) VERT ANG       
 AH5361
 AH5361.Superseded values are not recommended for survey control.
 AH5361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5361.See file dsdata.txt to determine how the superseded data were derived.
 AH5361
 AH5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV3175678748(NAD 83)
 AH5361_MARKER: DS = TRIANGULATION STATION DISK
 AH5361_SETTING: 66 = SET IN ROCK OUTCROP
 AH5361_PROJECTION: FLUSH
 AH5361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5361+STABILITY: POSITION/ELEVATION WELL
 AH5361
 AH5361  HISTORY     - Date     Condition        Report By
 AH5361  HISTORY     - 1966     MONUMENTED       USGS
 AH5361
 AH5361                          STATION DESCRIPTION
 AH5361
 AH5361'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH5361'LOCATED IN LIMESTONE COUNTY, TEXAS, ABOUT 7.5 MI. SSW. OF GROESBECK
 AH5361'AND 0.6 MI. NE. OF THORNTON ON AN OPEN TOP UNDER A DOUBLE POLE POWER
 AH5361'LINE.  STATION IS 10 FT. NE. OF ONE POWER POLE AND 10 FT. SE. OF THE
 AH5361'OTHER, 59 FT. SW. OF EDGE OF BRUSH AROUND SMALL GRAVEYARD, AND 111.7
 AH5361'FT. NW. OF THE N-W. LEG OF A NEW POWER LINE TOWER.
 AH5361'TO REACH FROM THE THORNTON POST OFFICE, GO E. ON FARM ROAD HIGHWAY
 AH5361'1246 FOR 0.15 MI., TURN LEFT (N.) ON GRADED RD. FOR 0.5 MI. TO Y-RD.,
 AH5361'TAKE RIGHT FORK NE. FOR 0.5 MI. TO GATE ON RIGHT, GO THROUGH GATE AND
 AH5361'ALONG W. SIDE OF FENCE FOR 0.1 MI. TO OLD GRAVEYARD IN CLUMP OF TREES
 AH5361'ON THE RIGHT AND THE STATION JUST BEYOND AT DOUBLE POWER POLES.
 AH5361'STATION MARK--STANDARD USGS BRONZE TABLET SET IN DRILL HOLE IN ROCK
 AH5361'CORE PROJECTING 0.2 FT., STAMPED---THORNTON ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0876 ***********************************************************************
 BP0876  DESIGNATION -  THREE MILE
 BP0876  PID         -  BP0876
 BP0876  STATE/COUNTY-  TX/PECOS
 BP0876  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0876
 BP0876                         *CURRENT SURVEY CONTROL
 BP0876  ___________________________________________________________________
 BP0876* NAD 83(1993)-  30 51 32.49420(N)    102 48 40.52987(W)     ADJUSTED  
 BP0876* NAVD 88     -      1024.0    (meters)    3360.     (feet)  VERTCON   
 BP0876  ___________________________________________________________________
 BP0876  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BP0876  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0876
 BP0876  HORZ ORDER  -  FIRST
 BP0876
 BP0876.The horizontal coordinates were established by classical geodetic methods
 BP0876.and adjusted by the National Geodetic Survey in February 1996..
 BP0876
 BP0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0876
 BP0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0876
 BP0876.The geoid height was determined by GEOID03.
 BP0876
 BP0876;                    North         East     Units Scale Factor Converg.
 BP0876;SPC TX C     - 3,134,818.105   463,047.076   MT  0.99988481   -1 16 34.6
 BP0876;SPC TX C     -10,284,815.73  1,519,180.28   sFT  0.99988481   -1 16 34.6
 BP0876;UTM  13      - 3,416,029.641   709,281.602   MT  1.00014031   +1 07 23.1
 BP0876
 BP0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0876!SPC TX C     -   0.99984292  x   0.99988481  =   0.99972775
 BP0876!UTM  13      -   0.99984292  x   1.00014031  =   0.99998321
 BP0876
 BP0876:                Primary Azimuth Mark                     Grid Az
 BP0876:SPC TX C     -  THREE MILE AZ MK                         201 21 29.0
 BP0876:UTM  13      -  THREE MILE AZ MK                         198 57 31.3
 BP0876
 BP0876|---------------------------------------------------------------------|
 BP0876| PID    Reference Object                     Distance      Geod. Az  |
 BP0876|                                                           dddmmss.s |
 BP0876| CH9755 THREE MILE AZ MK                                   2000454.4 |
 BP0876| CH9757 THREE MILE RM 2                      43.500 METERS 25639     |
 BP0876| BP0882 FORT STOCKTON MUNICIPAL TANK W      APPROX. 8.7 KM 2904429.3 |
 BP0876| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX. 7.7 KM 2960246.8 |
 BP0876| CH9756 THREE MILE RM 1                      26.720 METERS 34616     |
 BP0876|---------------------------------------------------------------------|
 BP0876
 BP0876                          SUPERSEDED SURVEY CONTROL
 BP0876
 BP0876  NAD 83(1986)-  30 51 32.49541(N)    102 48 40.52419(W) AD(       ) 1
 BP0876  NAD 27      -  30 51 31.93800(N)    102 48 38.97100(W) AD(       ) 1
 BP0876  NGVD 29 (07/19/86) 1023.6    (m)         3358.     (f) VERT ANG       
 BP0876
 BP0876.Superseded values are not recommended for survey control.
 BP0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0876.See file dsdata.txt to determine how the superseded data were derived.
 BP0876
 BP0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0928216030(NAD 83)
 BP0876_MARKER: DB = BENCH MARK DISK
 BP0876_SETTING: 66 = SET IN ROCK OUTCROP
 BP0876_SP_SET: PARTIALLY EXPOSED BEDROCK
 BP0876
 BP0876  HISTORY     - Date     Condition        Report By
 BP0876  HISTORY     - 1935     MONUMENTED       USGS
 BP0876  HISTORY     - 1935     GOOD             USGS
 BP0876  HISTORY     - 1938     GOOD             CGS
 BP0876  HISTORY     - 1943     GOOD             CGS
 BP0876
 BP0876                          STATION DESCRIPTION
 BP0876
 BP0876'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (WRP)
 BP0876'THE STATION IS LOCATED ABOUT 6 MILES EAST OF FT. STOCKTON AND
 BP0876'2-1/2 MILES SOUTH OF HIGHWAY U.S. 290.  IT IS ON THE NORTH END OF
 BP0876'A LARGE MESA LOCALLY KNOWN AS, THREE MILE MESA OR THREE MILE
 BP0876'HILL.  THERE IS A SMALL DETACHED MESA ABOUT 200 YARDS NORTH OF
 BP0876'THE MAIN MESA.  WHEN VIEWED FROM THE EAST OR WEST, THE SMALL
 BP0876'MESA APPEARS TO BE HIGHER THAN THE MAIN ONE.
 BP0876'
 BP0876'THE STATION MARK IS A STANDARD USGS BENCH MARK AND TRIANGULATION
 BP0876'STATION DISC FLUSH WITH THE GROUND.  IT IS AT A POINT 200
 BP0876'YARDS SOUTH OF THE *SOUTH BANK (NORTH EDGE OF MAIN MESA) OF
 BP0876'THE SADDLE BETWEEN THE MAIN MESA AND THE SMALL MESA TO THE
 BP0876'NORTH, 200 YARDS SOUTHWEST OF THE NORTHEAST EDGE OF THE NORTH
 BP0876'POINT OF THE MESA AND IS IN RANGE WITH THE NORTHEAST-AND
 BP0876'SOUTHWEST TANGENT OF THE GRADED ROAD THAT PASSES THE EAST END OF
 BP0876'SEVEN MILE MESA AND WHICH IS CLEARLY VISIBLE AT THIS STATION.
 BP0876'
 BP0876'R.M. 1 IS FLUSH WITH THE GROUND AND IS NORTH-NORTHWEST OF THE
 BP0876'STATION.
 BP0876'
 BP0876'R.M. 2 IS FLUSH WITH THE GROUND AND IS WEST-SOUTHWEST OF THE
 BP0876'STATION.
 BP0876'
 BP0876'THE AZIMUTH MARK IS FLUSH WITH THE GROUND AND IS SOUTH-SOUTHWEST
 BP0876'OF THE STATION.  IT IS IN AN EAST-AND-WEST FENCE THAT CROSSES
 BP0876'THE SOUTH END OF THE MESA.
 BP0876'
 BP0876'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 BP0876'AND HIGHWAY U.S. 290 AT THE DEPOT IN FT. STOCKTON GO EAST ON
 BP0876'U.S. 290 2.6 MILES TO A TRACK ROAD IN LANE ON THE SOUTH SIDE OF
 BP0876'THE ROAD.  HERE LEAVE THE HIGHWAY, TURN RIGHT, AND GO SOUTH
 BP0876'ON TRACK ROAD 1.0 MILES TO A WIRE GATE.  PASS THROUGH GATE,
 BP0876'TURN LEFT, PASS THROUGH BOARD GATE, AND GO EAST ON ONLY ROAD
 BP0876'0.7 MILES TO A CATTLEGUARD.  PASS OVER GUARD, LEAVE ROAD,
 BP0876'AND GO SOUTH ACROSS COUNTRY ALONG THE EAST SIDE OF
 BP0876'NORTH-AND-SOUTH FENCE 1.5 MILES.  HERE LEAVE FENCE, TURN LEFT AND
 BP0876'GO EAST IN CANYON, AND THEN RIGHT, SOUTH UP STEEP GRADE IN
 BP0876'SMALLER CANYON TO TOP OF MESA, A TOTAL DISTANCE OF 0.5 MILES
 BP0876'FROM THE FENCE TO THE MESA.  (A TRUCK HAVING A GOOD
 BP0876'LOW GEAR CAN EASILY MAKE THIS CLIMB).  THEN GO
 BP0876'NORTHEAST ACROSS MESA 0.6 MILES TO STATION ON HIGH GROUND
 BP0876'AT NORTH END OF MESA.
 BP0876'
 BP0876'A 10 FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 BP0876'
 BP0876'*(NOT SOUTH, BUT IN S 20 DEG E.)
 BP0876'
 BP0876'THE REFERENCE AND AZIMUTH MARKS ARE STAMPED, THREE MILE
 BP0876'U.S.G.S. 1935)
 BP0876
 BP0876                          STATION RECOVERY (1935)
 BP0876
 BP0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 BP0876'STATION MARK - STANDARD USGS TABLET SET IN BEDROCK FLUSH WITH GROUND,
 BP0876'STAMPED ---THREE MILE---.
 BP0876'
 BP0876'REFERENCE MARKS - NONE.
 BP0876
 BP0876                          STATION RECOVERY (1938)
 BP0876
 BP0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACR)
 BP0876'ORIGINAL DESCRIPTION IS ALRIGHT.
 BP0876
 BP0876                          STATION RECOVERY (1943)
 BP0876
 BP0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0876'STATION IS LOCATED ABOUT SIX MILES EAST OF FORT STOCKTON AND 2-1/2
 BP0876'MILES SOUTH OF U.S. HIGHWAY 290.  IT IS ON THE NORTH END OF
 BP0876'A LARGE MESA KNOWN LOCALLY AS THREE MILE MESA.  THE LAND IS OWNED
 BP0876'BY MR. PRICE.
 BP0876'
 BP0876'TO REACH FROM THE CROSS STREETS AT THE NORTHEAST CORNER
 BP0876'OF THE PECOS COUNTY COURT HOUSE IN FT. STOCKTON--GO EAST ON
 BP0876'DIRT STREET FOR 0.1 MILE TO FORKS JUST BEYOND CONCRETE CULVERT.
 BP0876'TAKE RIGHT FORK AND FOLLOW MAIN ROAD FOR 2.85 MILES TO A
 BP0876'RED BOARD GATE.  GO THROUGH THE GATE AND CONTINUE EAST FOR
 BP0876'0.8 MILE TO A CATTLE GUARD.  CROSS GUARD AND TAKE RIGHT FORK
 BP0876'JUST BEYOND, CONTINUING SOUTH ALONG EAST SIDE OF NORTH AND
 BP0876'SOUTH FENCE TO A NARROW CULVERT ON WEST SIDE OF MESA.  CROSS
 BP0876'CULVERT AND CONTINUE SOUTH OVER WEST POINT OF RIDGE FOR 0.25
 BP0876'MILE TO FORK.  TAKE LEFT FORK FOR 0.1 MILE TO ANOTHER FORK.
 BP0876'TAKE LEFT FORK FOR 0.1 MILE TO NORTH SIDE OF A DIRT TANK.
 BP0876'ROAD ENDS HERE.  FROM TANK GO EAST UP DRAW AND AT EAST END
 BP0876'OF DRAW BEAR RIGHT AND GO SOUTHERLY UP STEEP SLOPE OF MESA,
 BP0876'PASSING JUST TO THE LEFT OF A SMALL CANYON NEAR EAST END
 BP0876'OF DRAW.  FROM TOP OF MESA GO NORTHEAST 0.6 MILE TO
 BP0876'STATION.
 BP0876'
 BP0876'STATION IS ON HIGHEST POINT OF MESA ON OPEN FLAT, 200 YARDS
 BP0876'SOUTHWEST OF THE NORTHEAST EDGE OF THE MESA.  IT IS IN RANGE
 BP0876'WITH THE NORTHEAST AND SOUTHWEST TANGENT OF ROAD THAT PASSES
 BP0876'THE EAST END OF SEVEN MILE MESA AND WHICH IS CLEARLY VISIBLE
 BP0876'AT THIS STATION.
 BP0876'
 BP0876'A U.S. GEOLOGICAL SURVEY TRIANGULATION STATION AND BENCH
 BP0876'MARK DISK SET IN BEDROCK FLUSH WITH GROUND.  STAMPED THREE
 BP0876'MILE.
 BP0876'
 BP0876'REFERENCE MARK NO. 1 IS NORTH NORTHWEST OF THE STATION.  A
 BP0876'STANDARD REFERENCE DISK SET IN BEDROCK FLUSH WITH THE GROUND.
 BP0876'STAMPED THREE MILE USGS R.M. NO 1 1935.
 BP0876'
 BP0876'REFERENCE MARK NO. 2 IS WEST SOUTHWEST OF THE STATION.  A
 BP0876'STANDARD REFERENCE DISK SET IN BED ROCK FLUSH WITH THE GROUND.
 BP0876'STAMPED THREE MILE USGS R.M. NO. 2 1935.
 BP0876'
 BP0876'AZIMUTH MARK IS 0.8 MILE SOUTH SOUTHWEST OF THE STATION.
 BP0876'TEN FEET NORTH OF EAST AND WEST FENCE ON SOUTHERN PART OF MESA.
 BP0876'A STANDARD REFERENCE DISK ROCK OUTCROP.  STAMPED THREE MILE
 BP0876'USGS AZIMUTH 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1308 ***********************************************************************
 DN1308  DESIGNATION -  THREE MOUNDS
 DN1308  PID         -  DN1308
 DN1308  STATE/COUNTY-  TX/COOKE
 DN1308  USGS QUAD   -  MARYSVILLE (1979)
 DN1308
 DN1308                         *CURRENT SURVEY CONTROL
 DN1308  ___________________________________________________________________
 DN1308* NAD 83(1993)-  33 49 19.06313(N)    097 15 15.53118(W)     ADJUSTED  
 DN1308* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 DN1308  ___________________________________________________________________
 DN1308  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DN1308  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DN1308
 DN1308  HORZ ORDER  -  FIRST
 DN1308
 DN1308.The horizontal coordinates were established by classical geodetic methods
 DN1308.and adjusted by the National Geodetic Survey in February 1996..
 DN1308
 DN1308.The orthometric height was scaled from a topographic map.
 DN1308
 DN1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1308
 DN1308.The geoid height was determined by GEOID03.
 DN1308
 DN1308;                    North         East     Units Scale Factor Converg.
 DN1308;SPC TXNC     - 2,239,692.826   715,314.964   MT  0.99996284   +0 40 45.8
 DN1308;SPC TXNC     - 7,348,058.88  2,346,829.18   sFT  0.99996284   +0 40 45.8
 DN1308;UTM  14      - 3,743,785.917   661,555.431   MT  0.99992176   +0 58 18.8
 DN1308
 DN1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1308!SPC TXNC     -   0.99995835  x   0.99996284  =   0.99992119
 DN1308!UTM  14      -   0.99995835  x   0.99992176  =   0.99988012
 DN1308
 DN1308:                Primary Azimuth Mark                     Grid Az
 DN1308:SPC TXNC     -  MARIETTA TEX WATER CO WTR TANK           043 43 32.6
 DN1308:UTM  14      -  MARIETTA TEX WATER CO WTR TANK           043 25 59.6
 DN1308
 DN1308|---------------------------------------------------------------------|
 DN1308| PID    Reference Object                     Distance      Geod. Az  |
 DN1308|                                                           dddmmss.s |
 DN1308| DN1274 MARIETTA TEX WATER CO WTR TANK      APPROX.17.8 KM 0442418.4 |
 DN1308| CY2463 THREE MOUNDS AZ MK                                 0851253.7 |
 DN1308| CY2464 THREE MOUNDS RM 1                    10.793 METERS 23108     |
 DN1308| CY2465 THREE MOUNDS RM 2                    10.685 METERS 32549     |
 DN1308|---------------------------------------------------------------------|
 DN1308
 DN1308                          SUPERSEDED SURVEY CONTROL
 DN1308
 DN1308  NAD 83(1993)-  33 49 19.06330(N)    097 15 15.53083(W) AD(       ) 1
 DN1308  NAD 83(1986)-  33 49 19.06811(N)    097 15 15.52157(W) AD(       ) 1
 DN1308  NAD 27      -  33 49 18.69640(N)    097 15 14.46250(W) AD(       ) 1
 DN1308
 DN1308.Superseded values are not recommended for survey control.
 DN1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1308.See file dsdata.txt to determine how the superseded data were derived.
 DN1308
 DN1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6155543786(NAD 83)
 DN1308_MARKER: DS = TRIANGULATION STATION DISK
 DN1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1308
 DN1308  HISTORY     - Date     Condition        Report By
 DN1308  HISTORY     - 1955     MONUMENTED       CGS
 DN1308  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN1308
 DN1308                          STATION DESCRIPTION
 DN1308
 DN1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1308'THE STATION IS LOCATED ABOUT 14.0 MILES NORTHWEST OF GAINESVILLE,
 DN1308'TEXAS AND ABOUT 11.0 MILES SOUTHWEST OF MARIETTA, OKLAHOMA
 DN1308'ON THE HIGHEST POINT OF A PROMINENT GRASS COVERED KNOLL,
 DN1308'71 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 DN1308'THREE MOUNDS 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1308'
 DN1308'REFERENCE MARK NO. 1 IS 44 FEET EAST OF THE FENCE LINE AND
 DN1308'IS ON THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 DN1308'THREE MOUNDS NO 1 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1308'
 DN1308'REFERENCE MARK NO. 2 IS 51 FEET EAST OF THE FENCE LINE AND
 DN1308'IS ON THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 DN1308'THREE MOUNDS NO 2 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1308'
 DN1308'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 51.8 FEET.
 DN1308'
 DN1308'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET NORTH
 DN1308'OF THE CENTER OF A GRAVELED ROAD, 1 FOOT SOUTH OF AN EAST-WEST
 DN1308'FENCE LINE AND 1 FOOT WEST OF A WITNESS POST.  IT IS STAMPED
 DN1308'THREE MOUNDS 1954 AND PROJECTS 2 INCHES.
 DN1308'
 DN1308'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER
 DN1308'THE RED RIVER, (14 MILES SOUTH OF MARIETTA, OKLAHOMA AND
 DN1308'7 MILES NORTH OF GAINESVILLE, TEXAS.) GO SOUTH ON U.S.
 DN1308'HIGHWAY 77 FOR 3.1 MILES TO THE JUNCTION WITH FARM ROAD 1202,
 DN1308'TURN RIGHT AND GO WEST ON FARM ROAD 1202 FOR 2.6 MILES TO
 DN1308'A T INTERSECTION AND JUNCTION WITH FARM ROAD 1201.  TURN
 DN1308'RIGHT AND GO NORTHERLY ON FARM ROAD 1201 FOR 8.0 MILES TO
 DN1308'A FORK AND SIGNS STANDARD OIL CO. AND SIVELLS BEND, TAKE
 DN1308'LEFT FORK AND GO NORTHWEST AND WEST FOR 2.0 MILES TO THE
 DN1308'AZIMUTH MARK ON RIGHT JUST BEFORE REACHING A CURVE IN ROAD.
 DN1308'CONTINUE WEST, NORTH AND WEST ON MAIN TRAVELED ROAD FOR
 DN1308'0.55 MILE TO A T ROAD RIGHT AND SIGN SIVELLS BEND,
 DN1308'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A WIRE GATE ON
 DN1308'LEFT AT THE NORTH END OF A LANE, TURN LEFT THROUGH GATE
 DN1308'AND GO SOUTH ON TRACK ROAD FOR 0.3 MILE TO THE TOP OF
 DN1308'HILL AND STATION JUST EAST OF FENCE LINE AS DESCRIBED.
 DN1308
 DN1308                          STATION RECOVERY (1995)
 DN1308
 DN1308'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0588 ***********************************************************************
 AO0588  DESIGNATION -  THREE RIVERS MUNICIPAL TANK
 AO0588  PID         -  AO0588
 AO0588  STATE/COUNTY-  TX/LIVE OAK
 AO0588  USGS QUAD   -  THREE RIVERS (1984)
 AO0588
 AO0588                         *CURRENT SURVEY CONTROL
 AO0588  ___________________________________________________________________
 AO0588* NAD 83(1993)-  28 27 45.74737(N)    098 11 05.33362(W)     ADJUSTED  
 AO0588* NAVD 88     -                                                        
 AO0588  ___________________________________________________________________
 AO0588  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AO0588  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AO0588
 AO0588  HORZ ORDER  -  THIRD
 AO0588
 AO0588.The horizontal coordinates were established by classical geodetic methods
 AO0588.and adjusted by the National Geodetic Survey in February 1996..
 AO0588
 AO0588
 AO0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0588
 AO0588.The geoid height was determined by GEOID03.
 AO0588
 AO0588;                    North         East     Units Scale Factor Converg.
 AO0588;SPC TXSC     - 4,070,032.296   679,835.627   MT  0.99997816   +0 23 57.7
 AO0588;SPC TXSC     -13,353,097.62  2,230,427.39   sFT  0.99997816   +0 23 57.7
 AO0588;UTM  14      - 3,148,731.182   579,807.562   MT  0.99967860   +0 23 18.7
 AO0588
 AO0588                          SUPERSEDED SURVEY CONTROL
 AO0588
 AO0588  NAD 83(1986)-  28 27 45.75284(N)    098 11 05.31204(W) AD(       ) 4
 AO0588  NAD 27      -  28 27 44.77200(N)    098 11 04.28400(W) AD(       ) 3
 AO0588
 AO0588.Superseded values are not recommended for survey control.
 AO0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0588.See file dsdata.txt to determine how the superseded data were derived.
 AO0588
 AO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS7980848731(NAD 83)
 AO0588_MARKER: 53 = ELEVATED TANK
 AO0588
 AO0588  HISTORY     - Date     Condition        Report By
 AO0588  HISTORY     - 1953     FIRST OBSERVED   CGS
 AO0588
 AO0588                          STATION DESCRIPTION
 AO0588
 AO0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0588'THE STATION IS LOCATED IN THE NORTHWEST PART OF THREE RIVERS,
 AO0588'300 FEET NORTHWEST OF THE INTERSECTION OF GRAHAM AVENUE
 AO0588'AND ALEXANDER STREET.
 AO0588'
 AO0588'THE STATION IS A METAL TANK MOUNTED ATOP A FOUR LEGGED TOWER.
 AO0588'THE TOP OF THE STRUCTURE IS APPROXIMATELY 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0894 ***********************************************************************
 GK0894  DESIGNATION -  THREE SISTERS
 GK0894  PID         -  GK0894
 GK0894  STATE/COUNTY-  TX/SHERMAN
 GK0894  USGS QUAD   -  FRISCO CREEK WEST (1974)
 GK0894
 GK0894                         *CURRENT SURVEY CONTROL
 GK0894  ___________________________________________________________________
 GK0894* NAD 83(1993)-  36 23 34.67971(N)    101 41 10.10948(W)     ADJUSTED  
 GK0894* NAVD 88     -      1039.     (meters)    3409.     (feet)  SCALED    
 GK0894  ___________________________________________________________________
 GK0894  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 GK0894  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 GK0894
 GK0894  HORZ ORDER  -  THIRD
 GK0894
 GK0894.The horizontal coordinates were established by classical geodetic methods
 GK0894.and adjusted by the National Geodetic Survey in February 1996..
 GK0894
 GK0894.The orthometric height was scaled from a topographic map.
 GK0894
 GK0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0894
 GK0894.The geoid height was determined by GEOID03.
 GK0894
 GK0894;                    North         East     Units Scale Factor Converg.
 GK0894;SPC TX N     - 1,265,499.030   183,299.534   MT  1.00005564   -0 06 28.4
 GK0894;SPC TX N     - 4,151,891.40    601,375.22   sFT  1.00005564   -0 06 28.4
 GK0894;SPC OK N     -   160,831.732   269,395.522   MT  0.99995313   -2 10 31.3
 GK0894;SPC OK N     -   527,662.11    883,841.81   sFT  0.99995313   -2 10 31.3
 GK0894;UTM  14      - 4,030,887.699   259,084.878   MT  1.00031516   -1 35 40.2
 GK0894
 GK0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0894!SPC TX N     -   0.99984101  x   1.00005564  =   0.99989664
 GK0894!SPC OK N     -   0.99984101  x   0.99995313  =   0.99979415
 GK0894!UTM  14      -   0.99984101  x   1.00031516  =   1.00015612
 GK0894
 GK0894|---------------------------------------------------------------------|
 GK0894| PID    Reference Object                     Distance      Geod. Az  |
 GK0894|                                                           dddmmss.s |
 GK0894| CM9343 THREE SISTERS RM 2                   10.062 METERS 06443     |
 GK0894| CM9341 THREE SISTERS AZ MK                                0941933.2 |
 GK0894| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX.15.0 KM 3244812.8 |
 GK0894| CM9342 THREE SISTERS RM 1                   10.656 METERS 33155     |
 GK0894|---------------------------------------------------------------------|
 GK0894
 GK0894                          SUPERSEDED SURVEY CONTROL
 GK0894
 GK0894  NAD 83(1993)-  36 23 34.67830(N)    101 41 10.10972(W) AD(       ) 3
 GK0894  NAD 83(1986)-  36 23 34.69013(N)    101 41 10.09555(W) AD(       ) 3
 GK0894  NAD 27      -  36 23 34.59100(N)    101 41 08.50800(W) AD(       ) 3
 GK0894
 GK0894.Superseded values are not recommended for survey control.
 GK0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0894.See file dsdata.txt to determine how the superseded data were derived.
 GK0894
 GK0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5908530888(NAD 83)
 GK0894_MARKER: DS = TRIANGULATION STATION DISK
 GK0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0894
 GK0894  HISTORY     - Date     Condition        Report By
 GK0894  HISTORY     - 1952     MONUMENTED       CGS
 GK0894  HISTORY     - 1953     GOOD             CGS
 GK0894  HISTORY     - 1974     POOR             USGS
 GK0894
 GK0894                          STATION DESCRIPTION
 GK0894
 GK0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0894'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 GK0894'
 GK0894'THE STATION IS LOCATED ABOUT 21.6 MILES AIRLINE EAST AND 4.5
 GK0894'MILES NORTH OF STRATFORD, 5.6 MILES AIRLINE EAST AND 7.0 MILES
 GK0894'SOUTH OF TEXHOMA AND 3.5 MILES AIRLINE SOUTH AND 0.4 MILE WEST
 GK0894'OF A POINT WHERE THE NORTH-SOUTH ROAD CROSSES FRISCO CREEK,
 GK0894'IN PASTURE LAND OWNED BY MR. CRAIG WHO LIVES ABOUT 0.5 MILE
 GK0894'NORTHEAST OF THE STATION.
 GK0894'
 GK0894'THE STATION IS A STANDARD DISK STAMPED THREE SISTERS 1952 SET
 GK0894'IN THE TOP OF A CYLINDER OF CONCRETE PROJECTING ABOUT 4 INCHES
 GK0894'AND IS 8 PACES WEST NORTHWEST OF A TRIANGLE BLAZE ON A THREE
 GK0894'FORKED TREE AND 7 PACES NORTH NORTHEAST OF THE NORTHEAST LEG
 GK0894'OF A WINDMILL.
 GK0894'
 GK0894'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED
 GK0894'THREE SISTERS NO 1 1952 SET IN THE TOP OF A CYLINDER OF CONCRETE
 GK0894'PROJECTING ABOUT 4 INCHES AND IS ABOUT 40 FEET NORTH OF THE
 GK0894'STATION.
 GK0894'
 GK0894'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED
 GK0894'THREE SISTERS NO 2 1952 SET IN THE TOP OF A CYLINDER OF
 GK0894'CONCRETE PROJECTING ABOUT 4 INCHES AND IS ABOUT 40 FEET
 GK0894'EAST OF THE STATION.
 GK0894'
 GK0894'THE AZIMUTH MARK IS A STANDARD DISK STAMPED THREE SISTERS
 GK0894'1952 SET IN A CYLINDER OF CONCRETE PROJECTING ABOUT 4 INCHES
 GK0894'AND IS ABOUT 1/2 MILE EAST OF THE STATION JUST NORTH OF A
 GK0894'CATTLE GUARD WHERE YOU TURN OFF ROAD ON THE WAY TO STATION.
 GK0894'
 GK0894'TO REACH THE STATION FROM THE RAILROAD STATION IN STRATFORD
 GK0894'GO SOUTH ACROSS U.S. HIGHWAY 54 AND FOLLOW STATE ROUTE 289
 GK0894'SOUTH AND THEN EAST TOWARDS GRUVER FOR 21.9 MILES TO A SIDE
 GK0894'ROAD NORTH.  TURN NORTH AND GO 4.5 MILES TO A WIRE GATE ON
 GK0894'THE WEST SIDE OF ROAD JUST BEFORE REACHING MR. CRAIGS HOME
 GK0894'ON THE EAST SIDE OF ROAD.  TURN LEFT THROUGH GATE AND CROSS
 GK0894'CATTLE GUARD AND GO WESTERLY FOR 0.4 MILE TO A LONE WINDMILL
 GK0894'AND STATION.
 GK0894
 GK0894                          STATION RECOVERY (1953)
 GK0894
 GK0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0894'THE STATION IS LOCATED NEAR A WINDMILL IN A LARGE PASTURE
 GK0894'ABOUT 7 MILES AIRLINE SOUTH OF THE TEXAS-OKLAHOMA STATE
 GK0894'LINE, ABOUT 9 MILES AIRLINE SOUTHEAST OF TEXHOMA, AND ABOUT
 GK0894'22 MILES AIRLINE EAST-NORTHEAST OF STRATFORD.
 GK0894'
 GK0894'TO REACH THE STATION FROM THE POST OFFICE IN STRATFORD GO
 GK0894'SOUTHEAST 0.3 MILE TO A CROSS ROAD.  KEEP STRAIGHT AHEAD,
 GK0894'EAST, ON FARM ROAD 289 AND GO 21.7 MILES TO A SIDE ROAD ON
 GK0894'THE LEFT.  TURN LEFT AND GO 4.5 MILES TO A CATTLE GUARD AND
 GK0894'THE AZIMUTH MARK ON THE LEFT.  TURN LEFT, CROSS THE CATTLE
 GK0894'GUARD, AND FOLLOW A DIM FARM ROAD WEST 0.4 MILE TO SEVERAL
 GK0894'TREES, A WINDMILL, AND THE STATION ON THE RIGHT.
 GK0894'
 GK0894'THE STATION MARK IS A STANDARD DISK STAMPED, THREE SISTERS
 GK0894'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0894'2 INCHES ABOVE THE GROUND.  IT IS 31 FEET NORTHEAST OF THE
 GK0894'CENTER OF A WINDMILL.
 GK0894'
 GK0894'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, THREE
 GK0894'SISTERS NO 1 1952 SET IN THE TOP OF A 12-INCH CONCRETE
 GK0894'CYLINDER THAT PROJECTS 1 INCH ABOVE THE GROUND AND IS 1 FOOT
 GK0894'LOWER THAN THE STATION.
 GK0894'
 GK0894'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, THREE
 GK0894'SISTERS NO 2 1952 SET IN THE TOP OF A 12-INCH CONCRETE
 GK0894'CYLINDER THAT PROJECTS 1 INCH ABOVE THE GROUND AND IS 18 INCHES
 GK0894'LOWER THAN THE STATION.
 GK0894'
 GK0894'THE AZIMUTH MARK IS LOCATED NEAR A CATTLE GUARD ON THE WEST
 GK0894'SIDE OF THE ROAD LEADING TO THE STATION.  IT IS A STANDARD
 GK0894'DISK STAMPED, THREE SISTERS 1952 SET IN THE TOP OF A 12-INCH
 GK0894'CONCRETE CYLINDER THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT
 GK0894'IS 5 FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 2 FEET
 GK0894'NORTH-NORTHEAST OF A FENCE CORNER POST, AND 26 FEET WEST OF
 GK0894'THE CENTERLINE OF THE ROAD.
 GK0894
 GK0894                          STATION RECOVERY (1974)
 GK0894
 GK0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WHL)
 GK0894'STATION THREE SISTERS WAS FOUND UPROOTED, AS WAS R.M. 2.
 GK0894'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE
 GK0894'MARK 1 WAS FOUND SET IN THE GROUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0448 ***********************************************************************
 CA0448  DESIGNATION -  THRIFTY
 CA0448  PID         -  CA0448
 CA0448  STATE/COUNTY-  TX/BROWN
 CA0448  USGS QUAD   -  THRIFTY (1977)
 CA0448
 CA0448                         *CURRENT SURVEY CONTROL
 CA0448  ___________________________________________________________________
 CA0448* NAD 83(1993)-  31 49 14.94649(N)    099 09 58.69892(W)     ADJUSTED  
 CA0448* NAVD 88     -       461.676  (meters)    1514.68   (feet)  ADJUSTED  
 CA0448  ___________________________________________________________________
 CA0448  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CA0448  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CA0448  DYNAMIC HT  -         461.073 (meters)    1512.70  (feet)  COMP
 CA0448  MODELED GRAV-     979,320.5   (mgal)                       NAVD 88
 CA0448
 CA0448  HORZ ORDER  -  THIRD
 CA0448  VERT ORDER  -  SECOND    CLASS 0
 CA0448
 CA0448.The horizontal coordinates were established by classical geodetic methods
 CA0448.and adjusted by the National Geodetic Survey in February 1996..
 CA0448
 CA0448.The orthometric height was determined by differential leveling
 CA0448.and adjusted by the National Geodetic Survey in June 1991..
 CA0448
 CA0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0448
 CA0448.The geoid height was determined by GEOID03.
 CA0448
 CA0448.The dynamic height is computed by dividing the NAVD 88
 CA0448.geopotential number by the normal gravity value computed on the
 CA0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0448.degrees latitude (g = 980.6199 gals.).
 CA0448
 CA0448.The modeled gravity was interpolated from observed gravity values.
 CA0448
 CA0448;                    North         East     Units Scale Factor Converg.
 CA0448;SPC TX C     - 3,239,388.004   810,486.251   MT  0.99998381   +0 36 03.9
 CA0448;SPC TX C     -10,627,892.14  2,659,070.31   sFT  0.99998381   +0 36 03.9
 CA0448;UTM  14      - 3,520,587.097   484,261.098   MT  0.99960305   -0 05 15.7
 CA0448
 CA0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0448!SPC TX C     -   0.99993160  x   0.99998381  =   0.99991541
 CA0448!UTM  14      -   0.99993160  x   0.99960305  =   0.99953468
 CA0448
 CA0448|---------------------------------------------------------------------|
 CA0448| PID    Reference Object                     Distance      Geod. Az  |
 CA0448|                                                           dddmmss.s |
 CA0448| CA0446 THRIFTY RM 1                         10.928 METERS 09541     |
 CA0448| CV6489 THRIFTY AZ MK                                      1664949.2 |
 CA0448| CA0447 THRIFTY RM 2                         14.230 METERS 34642     |
 CA0448|---------------------------------------------------------------------|
 CA0448
 CA0448                          SUPERSEDED SURVEY CONTROL
 CA0448
 CA0448  NAD 83(1986)-  31 49 14.95537(N)    099 09 58.68512(W) AD(       ) 3
 CA0448  NAD 27      -  31 49 14.42000(N)    099 09 57.48100(W) AD(       ) 3
 CA0448  NGVD 29 (??/??/92)  461.572  (m)         1514.34   (f) ADJ UNCH    2 0
 CA0448
 CA0448.Superseded values are not recommended for survey control.
 CA0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0448.See file dsdata.txt to determine how the superseded data were derived.
 CA0448
 CA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA8426120587(NAD 83)
 CA0448_MARKER: DB = BENCH MARK DISK
 CA0448_SETTING: 0 = UNSPECIFIED SETTING
 CA0448_STAMPING: THRIFTY 1944
 CA0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0448
 CA0448  HISTORY     - Date     Condition        Report By
 CA0448  HISTORY     - 1944     MONUMENTED       CGS
 CA0448  HISTORY     - 1969     GOOD             USGS
 CA0448
 CA0448                          STATION DESCRIPTION
 CA0448
 CA0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0448'STATION IS LOCATED ABOUT 13.0 MILES NW OF BROWNWOOD, 7.5
 CA0448'MILES NNW OF BANGS, AND 2.25 MILES WNW OF THRIFTY, ON THE
 CA0448'S END OF A SMALL RIDGE PARTLY COVERED WITH MESQUITE.  IT IS
 CA0448'ABOUT 25 FEET N OF THE S END OF THE RIDGE AND 0.1 MILE N OF THE
 CA0448'GRADED DIRT ROAD.  IT IS STAMPED THRIFTY 1944 AND PROJECTS
 CA0448'ABOUT 5 INCHES.
 CA0448'
 CA0448'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA0448'DISKS SET IN CONCRETE.
 CA0448'
 CA0448'REFERENCE MARK 1 IS E OF THE STATION AND ON THE E EDGE OF THE
 CA0448'HILL.  IT IS STAMPED THRIFTY NO 1 1944 AND PROJECTS ABOUT
 CA0448'2 INCHES.
 CA0448'
 CA0448'REFERENCE MARK 2 IS N OF THE STATION SET IN AN OPEN PLACE
 CA0448'ON THE HILL.  IT IS STAMPED THRIFTY NO 2 1944 AND PROJECTS
 CA0448'ABOUT 4 INCHES.
 CA0448'
 CA0448'AZIMUTH MARK IS ABOUT 0.6 MILE S OF THE STATION, 30 FEET
 CA0448'S OF THE CENTER LINE OF THE GRADED DIRT ROAD, AND 1 FOOT
 CA0448'N OF FENCE LINE.  IT IS STAMPED THRIFTY 1944 AND PROJECTS ABOUT
 CA0448'5 INCHES.  TO REACH THE MARK FROM THE STATION, GO S ON GRADED
 CA0448'DIRT ROAD FOR 0.55 MILE TO A T-ROAD LEFT, TURN LEFT AND GO E
 CA0448'0.1 MILE TO THE MARK ON THE RIGHT IN THE FENCE LINE.
 CA0448'
 CA0448'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA0448'AND 283 IN THE N EDGE OF BROWNWOOD, GO W ON U.S. HIGHWAY 67 FOR
 CA0448'0.75 MILE TO THE JUNCTION WITH STATE HIGHWAY 279, TURN RIGHT
 CA0448'AND GO N ON HIGHWAY 279 FOR 8.7 MILES TO CROSSROADS, TURN
 CA0448'LEFT AND GO W ON GRADED DIRT ROAD FOR 2.9 MILES TO THRIFTY
 CA0448'POST OFFICE ON THE RIGHT.  TURN LEFT ON GRADED DIRT ROAD A FEW
 CA0448'YARDS BEYOND THE POST OFFICE, AND FOLLOW MAIN-TRAVELED ROAD
 CA0448'W FOR 2.0 MILES TO A T-INTERSECTION, TURN RIGHT AND GO N
 CA0448'FOR 0.45 MILE TO POINT WHERE MAIN ROAD TURNS LEFT, AND A DIM
 CA0448'TRACK ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON
 CA0448'DIM TRACK ROAD FOR ABOUT 50 YARDS TO A FORK, BEAR LEFT ON DIM
 CA0448'TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE S END OF
 CA0448'THE RIDGE.
 CA0448'
 CA0448'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 CA0448'
 CA0448'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CA0448
 CA0448                          STATION RECOVERY (1969)
 CA0448
 CA0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0448'7.5 MI NW FROM BANGS.
 CA0448'TO REACH FROM BANGS, DRIVE WEST ON U.S. 67 AND 84 2.0 MILES TO STATE
 CA0448'FARM ROAD 585.  THENCE NORTH ON F.R. 585 FOR 6.8 MI. TO A HILL ON THE
 CA0448'LEFT, JUST NW OF A T-RD. WEST.  PACK ABOUT ONE MINUTE OR SO TO THE
 CA0448'STATION NEAR THE SOUTH END OF THE HILL.  STATION AND REFERENCE MARKS
 CA0448'ARE IN PLACE IN GOOD CONDITION, STAMPED AS DESCRIBED.  THE ASIMUTH
 CA0448'MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0446 ***********************************************************************
 CA0446  DESIGNATION -  THRIFTY RM 1
 CA0446  PID         -  CA0446
 CA0446  STATE/COUNTY-  TX/BROWN
 CA0446  USGS QUAD   -  THRIFTY (1977)
 CA0446
 CA0446                         *CURRENT SURVEY CONTROL
 CA0446  ___________________________________________________________________
 CA0446* NAD 83(1986)-  31 49 15.     (N)    099 09 58.     (W)     SCALED    
 CA0446* NAVD 88     -       460.805  (meters)    1511.82   (feet)  ADJUSTED  
 CA0446  ___________________________________________________________________
 CA0446  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CA0446  DYNAMIC HT  -         460.203 (meters)    1509.85  (feet)  COMP
 CA0446  MODELED GRAV-     979,320.5   (mgal)                       NAVD 88
 CA0446
 CA0446  VERT ORDER  -  SECOND    CLASS 0
 CA0446
 CA0446.The horizontal coordinates were scaled from a topographic map and have
 CA0446.an estimated accuracy of +/- 6 seconds.
 CA0446
 CA0446.The orthometric height was determined by differential leveling
 CA0446.and adjusted by the National Geodetic Survey in June 1991..
 CA0446
 CA0446.The geoid height was determined by GEOID03.
 CA0446
 CA0446.The dynamic height is computed by dividing the NAVD 88
 CA0446.geopotential number by the normal gravity value computed on the
 CA0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0446.degrees latitude (g = 980.6199 gals.).
 CA0446
 CA0446.The modeled gravity was interpolated from observed gravity values.
 CA0446
 CA0446;                    North         East    Units  Estimated Accuracy
 CA0446;SPC TX C     - 3,239,390.      810,510.      MT  (+/- 180 meters Scaled)
 CA0446
 CA0446                          SUPERSEDED SURVEY CONTROL
 CA0446
 CA0446  NGVD 29 (??/??/92)  460.701  (m)         1511.48   (f) ADJ UNCH    2 0
 CA0446
 CA0446.Superseded values are not recommended for survey control.
 CA0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0446.See file dsdata.txt to determine how the superseded data were derived.
 CA0446
 CA0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA842205(NAD 83)
 CA0446_MARKER: DS = TRIANGULATION STATION DISK
 CA0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0446_STAMPING: THRIFTY 1944 NO. 1
 CA0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0446+STABILITY: SURFACE MOTION
 CA0446
 CA0446  HISTORY     - Date     Condition        Report By
 CA0446  HISTORY     - 1944     MONUMENTED       CGS
 CA0446
 CA0446                          STATION DESCRIPTION
 CA0446
 CA0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0446'8.8 MI N FROM BANGS.
 CA0446'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0446'STATION AT BANGS, THENCE 8.5 MILES NORTH ALONG THE BANGS-FRY GRAVEL
 CA0446'SURFACED ROAD, THENCE 0.1 MILE NORTH TO THE SOUTH END OF A SMALL
 CA0446'MESQUITE COVERED RIDGE.  THE MARK IS ON THE EAST EDGE OF THE HILL,
 CA0446'35.8 FEET EAST OF THE STATION.  A STANDARD TRIANGULATION REFERENCE
 CA0446'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0447 ***********************************************************************
 CA0447  DESIGNATION -  THRIFTY RM 2
 CA0447  PID         -  CA0447
 CA0447  STATE/COUNTY-  TX/BROWN
 CA0447  USGS QUAD   -  THRIFTY (1977)
 CA0447
 CA0447                         *CURRENT SURVEY CONTROL
 CA0447  ___________________________________________________________________
 CA0447* NAD 83(1986)-  31 49 15.     (N)    099 09 58.     (W)     SCALED    
 CA0447* NAVD 88     -       461.672  (meters)    1514.67   (feet)  ADJUSTED  
 CA0447  ___________________________________________________________________
 CA0447  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CA0447  DYNAMIC HT  -         461.069 (meters)    1512.69  (feet)  COMP
 CA0447  MODELED GRAV-     979,320.5   (mgal)                       NAVD 88
 CA0447
 CA0447  VERT ORDER  -  SECOND    CLASS 0
 CA0447
 CA0447.The horizontal coordinates were scaled from a topographic map and have
 CA0447.an estimated accuracy of +/- 6 seconds.
 CA0447
 CA0447.The orthometric height was determined by differential leveling
 CA0447.and adjusted by the National Geodetic Survey in June 1991..
 CA0447
 CA0447.The geoid height was determined by GEOID03.
 CA0447
 CA0447.The dynamic height is computed by dividing the NAVD 88
 CA0447.geopotential number by the normal gravity value computed on the
 CA0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0447.degrees latitude (g = 980.6199 gals.).
 CA0447
 CA0447.The modeled gravity was interpolated from observed gravity values.
 CA0447
 CA0447;                    North         East    Units  Estimated Accuracy
 CA0447;SPC TX C     - 3,239,390.      810,510.      MT  (+/- 180 meters Scaled)
 CA0447
 CA0447                          SUPERSEDED SURVEY CONTROL
 CA0447
 CA0447  NGVD 29 (??/??/92)  461.568  (m)         1514.33   (f) ADJ UNCH    2 0
 CA0447
 CA0447.Superseded values are not recommended for survey control.
 CA0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0447.See file dsdata.txt to determine how the superseded data were derived.
 CA0447
 CA0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA842205(NAD 83)
 CA0447_MARKER: DR = REFERENCE MARK DISK
 CA0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0447_STAMPING: THRIFTY 1944 NO. 2
 CA0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0447+STABILITY: SURFACE MOTION
 CA0447
 CA0447  HISTORY     - Date     Condition        Report By
 CA0447  HISTORY     - 1944     MONUMENTED       CGS
 CA0447
 CA0447                          STATION DESCRIPTION
 CA0447
 CA0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0447'8.8 MI N FROM BANGS.
 CA0447'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0447'STATION AT BANGS, THENCE 8.5 MILES NORTH ALONG THE BANGS-FRY GRAVEL
 CA0447'SURFACED ROAD, THENCE 0.1 MILE NORTH TO THE SOUTH END OF A SMALL
 CA0447'MESQUITE COVERED RIDGE.  THE MARK IS SET IN AN OPEN PLACE ON THE HILL,
 CA0447'46.7 FEET NORTH OF THE STATION.  A STANDARD TRIANGULATION REFERENCE
 CA0447'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0862 ***********************************************************************
 DO0862  DESIGNATION -  THROCK ET
 DO0862  PID         -  DO0862
 DO0862  STATE/COUNTY-  TX/HASKELL
 DO0862  USGS QUAD   -  REYNOLDS BEND NW (1965)
 DO0862
 DO0862                         *CURRENT SURVEY CONTROL
 DO0862  ___________________________________________________________________
 DO0862* NAD 83(1993)-  33 14 41.93291(N)    099 29 15.04583(W)     ADJUSTED  
 DO0862* NAVD 88     -       461.2    (meters)    1513.     (feet)  VERTCON   
 DO0862  ___________________________________________________________________
 DO0862  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DO0862  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DO0862
 DO0862  HORZ ORDER  -  SECOND
 DO0862
 DO0862.The horizontal coordinates were established by classical geodetic methods
 DO0862.and adjusted by the National Geodetic Survey in February 1996..
 DO0862
 DO0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0862
 DO0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0862
 DO0862.The geoid height was determined by GEOID03.
 DO0862
 DO0862;                    North         East     Units Scale Factor Converg.
 DO0862;SPC TXNC     - 2,175,452.030   507,982.202   MT  0.99987829   -0 32 18.9
 DO0862;SPC TXNC     - 7,137,295.54  1,666,604.94   sFT  0.99987829   -0 32 18.9
 DO0862;UTM  14      - 3,678,552.060   454,584.646   MT  0.99962543   -0 16 02.2
 DO0862
 DO0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0862!SPC TXNC     -   0.99993213  x   0.99987829  =   0.99981043
 DO0862!UTM  14      -   0.99993213  x   0.99962543  =   0.99955759
 DO0862
 DO0862|---------------------------------------------------------------------|
 DO0862| PID    Reference Object                     Distance      Geod. Az  |
 DO0862|                                                           dddmmss.s |
 DO0862| DO0861 ET 17 WXW                             7.411 METERS 01740     |
 DO0862| DO0866 SWENSON ET                          APPROX. 9.3 KM 0602530.5 |
 DO0862| CX8814 THROCK ET RM 2                        7.178 METERS 10838     |
 DO0862|---------------------------------------------------------------------|
 DO0862
 DO0862                          SUPERSEDED SURVEY CONTROL
 DO0862
 DO0862  NAD 83(1993)-  33 14 41.93536(N)    099 29 15.04487(W) AD(       ) 2
 DO0862  NAD 83(1986)-  33 14 41.94003(N)    099 29 15.03702(W) AD(       ) 2
 DO0862  NAD 27      -  33 14 41.57534(N)    099 29 13.73639(W) AD(       ) 2
 DO0862  NGVD 29 (07/19/86)  461.1    (m)         1513.     (f) VERT ANG       
 DO0862
 DO0862.Superseded values are not recommended for survey control.
 DO0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0862.See file dsdata.txt to determine how the superseded data were derived.
 DO0862
 DO0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5458578552(NAD 83)
 DO0862_MARKER: DD = SURVEY DISK
 DO0862_SETTING: 0 = UNSPECIFIED SETTING
 DO0862
 DO0862  HISTORY     - Date     Condition        Report By
 DO0862  HISTORY     - 1966     MONUMENTED       USGS
 DO0862
 DO0862                          STATION DESCRIPTION
 DO0862
 DO0862'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (CFL)
 DO0862'LOCATED NORTH 68 DEG EAST ABOUT 15 MILES (AIRLINE) FROM HASKELL,
 DO0862'TEXAS.  SOUTH 64 DEG EAST ABOUT 12 MILES (AIRLINE) FROM WEINERT,
 DO0862'TEXAS.  THE STATION IS LOCATED ON THE SWENSON LAND AND CATTLE
 DO0862'CO. RANCH, ON A BROAD GRASS-COVERED RIDGE, 83 FEET SSW OF A
 DO0862'CROSSROAD, 3.8 FEET NNE OF A USGS WITNESS SIGN ON A METAL
 DO0862'POST.  THE STATION SITE CAN BE LOCATED FROM THE WICHITA FALLS
 DO0862'(NI 14-8) 1--250,000 SERIES MAP.
 DO0862'
 DO0862'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0862'
 DO0862'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED ROD
 DO0862'DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A 6-INCH TILE, 12 INCHES
 DO0862'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 DO0862'IS STAMPED THROCK ET 1966.
 DO0862'
 DO0862'REFERENCE MARK NO. 1--A PREVIOUSLY ESTABLISHED USGS ALUMINUM
 DO0862'STATION MARK TABLET, STAMPED ET 17 WXW 1962, SET IN A CONCRETE POST
 DO0862'PROJECTING 0.4 FEET.  RM NO. 1 IS LOCATED 24.32 FEET (7.411
 DO0862'METERS) NE OF THE STATION MARK.  NEW STAMPING, THROCK ET RM NO. 1
 DO0862'1962-66, WAS ADDED IN 1966.
 DO0862'
 DO0862'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0862'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0862'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0862'GRAVEL.  RM NO. 2 IS LOCATED 23.55 FEET, (7.178 METERS) ESE OF THE
 DO0862'STATION MARK AND IS STAMPED THROCK ET NO. 2 1966.
 DO0862'
 DO0862'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARKS IS 34.13 FEET
 DO0862'(10.404 METERS).
 DO0862'
 DO0862'SWENSON ET 1966 IS VISIBLE FROM THE GROUND AT THIS STATION AND WILL
 DO0862'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0856 ***********************************************************************
 DO0856  DESIGNATION -  THROCKMORTON CO RAD MAST
 DO0856  PID         -  DO0856
 DO0856  STATE/COUNTY-  TX/THROCKMORTON
 DO0856  USGS QUAD   -  THROCKMORTON (1981)
 DO0856
 DO0856                         *CURRENT SURVEY CONTROL
 DO0856  ___________________________________________________________________
 DO0856* NAD 83(1993)-  33 11 24.49184(N)    099 10 33.08886(W)     ADJUSTED  
 DO0856* NAVD 88     -                                                        
 DO0856  ___________________________________________________________________
 DO0856  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DO0856  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DO0856
 DO0856  HORZ ORDER  -  THIRD
 DO0856
 DO0856.The horizontal coordinates were established by classical geodetic methods
 DO0856.and adjusted by the National Geodetic Survey in February 1996..
 DO0856
 DO0856
 DO0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0856
 DO0856.The geoid height was determined by GEOID03.
 DO0856
 DO0856;                    North         East     Units Scale Factor Converg.
 DO0856;SPC TXNC     - 2,169,140.259   536,982.997   MT  0.99987553   -0 22 07.0
 DO0856;SPC TXNC     - 7,116,587.67  1,761,751.72   sFT  0.99987553   -0 22 07.0
 DO0856;UTM  14      - 3,672,379.601   483,607.393   MT  0.99960331   -0 05 46.6
 DO0856
 DO0856                          SUPERSEDED SURVEY CONTROL
 DO0856
 DO0856  NAD 83(1993)-  33 11 24.49496(N)    099 10 33.08741(W) AD(       ) 4
 DO0856  NAD 83(1986)-  33 11 24.49983(N)    099 10 33.07945(W) AD(       ) 4
 DO0856  NAD 27      -  33 11 24.12949(N)    099 10 31.80574(W) AD(       ) 3
 DO0856
 DO0856.Superseded values are not recommended for survey control.
 DO0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0856.See file dsdata.txt to determine how the superseded data were derived.
 DO0856
 DO0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB8360772380(NAD 83)
 DO0856_MARKER: 42 = RADIO/TV MAST
 DO0856
 DO0856  HISTORY     - Date     Condition        Report By
 DO0856  HISTORY     - 1974     FIRST OBSERVED   NGS
 DO0856
 DO0856                          STATION DESCRIPTION
 DO0856
 DO0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0856'THROCKMORTON COUNTY RADIO KKJ 801 MAST IS A TRIANGULAR STEEL
 DO0856'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, AND
 DO0856'HAS AN OVERALL HEIGHT OF 280 FEET.
 DO0856'
 DO0856'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 380, 283 AND 183
 DO0856'IN THROCKMORTON, GO NORTH ON HIGHWAY 283 AND 183 FOR 0.8 MILE TO
 DO0856'THE MAST ON THE RIGHT JUST BEHIND THE HOSPITAL.
 DO0856'
 DO0856'STATION IS THE BLINKING RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0853 ***********************************************************************
 DO0853  DESIGNATION -  THROCKMORTON MCI MICROWAVE
 DO0853  PID         -  DO0853
 DO0853  STATE/COUNTY-  TX/THROCKMORTON
 DO0853  USGS QUAD   -  SIBLEY CREEK (1981)
 DO0853
 DO0853                         *CURRENT SURVEY CONTROL
 DO0853  ___________________________________________________________________
 DO0853* NAD 83(1993)-  33 06 53.43110(N)    099 11 41.87878(W)     ADJUSTED  
 DO0853* NAVD 88     -                                                        
 DO0853  ___________________________________________________________________
 DO0853  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DO0853  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DO0853
 DO0853  HORZ ORDER  -  THIRD
 DO0853
 DO0853.The horizontal coordinates were established by classical geodetic methods
 DO0853.and adjusted by the National Geodetic Survey in February 1996..
 DO0853
 DO0853
 DO0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0853
 DO0853.The geoid height was determined by GEOID03.
 DO0853
 DO0853;                    North         East     Units Scale Factor Converg.
 DO0853;SPC TXNC     - 2,160,802.399   535,146.128   MT  0.99987323   -0 22 44.5
 DO0853;SPC TXNC     - 7,089,232.54  1,755,725.25   sFT  0.99987323   -0 22 44.5
 DO0853;UTM  14      - 3,664,035.360   481,810.675   MT  0.99960408   -0 06 23.5
 DO0853
 DO0853                          SUPERSEDED SURVEY CONTROL
 DO0853
 DO0853  NAD 83(1993)-  33 06 53.43445(N)    099 11 41.87654(W) AD(       ) 4
 DO0853  NAD 83(1986)-  33 06 53.43894(N)    099 11 41.86924(W) AD(       ) 4
 DO0853  NAD 27      -  33 06 53.06210(N)    099 11 40.59407(W) AD(       ) 3
 DO0853
 DO0853.Superseded values are not recommended for survey control.
 DO0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0853.See file dsdata.txt to determine how the superseded data were derived.
 DO0853
 DO0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB8181164035(NAD 83)
 DO0853_MARKER: 44 = MICROWAVE MAST
 DO0853
 DO0853  HISTORY     - Date     Condition        Report By
 DO0853  HISTORY     - 1974     FIRST OBSERVED   NGS
 DO0853
 DO0853                          STATION DESCRIPTION
 DO0853
 DO0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0853'THROCKMORTON, MCI TELE-COMMUNICATIONS CORPORATION, MICROWAVE MAST
 DO0853'IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY
 DO0853'RED AND WHITE, HAS FOUR LARGE BLUE REFLECTORS, AND AN OVERALL
 DO0853'HEIGHT OF 248 FEET.
 DO0853'
 DO0853'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 283, 183 AND
 DO0853'380, IN THROCKMORTON, GO SOUTH ON U.S. HIGHWAY 283 AND 183 FOR 4.0
 DO0853'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON FARM ROAD 923 FOR
 DO0853'1.2 MILES TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 DO0853'PRIVATE DRIVE FOR 0.55 MILE TO THE MAST.
 DO0853'
 DO0853'STATION IS THE BLINKING RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1386 ***********************************************************************
 AH1386  DESIGNATION -  THUNDER
 AH1386  PID         -  AH1386
 AH1386  STATE/COUNTY-  TX/KENEDY
 AH1386  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1386
 AH1386                         *CURRENT SURVEY CONTROL
 AH1386  ___________________________________________________________________
 AH1386* NAD 83(1993)-  27 11 56.06988(N)    097 22 25.71197(W)     ADJUSTED  
 AH1386* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1386  ___________________________________________________________________
 AH1386  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AH1386  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AH1386
 AH1386  HORZ ORDER  -  SECOND
 AH1386
 AH1386.The horizontal coordinates were established by classical geodetic methods
 AH1386.and adjusted by the National Geodetic Survey in February 1996..
 AH1386
 AH1386.The orthometric height was scaled from a topographic map.
 AH1386
 AH1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1386
 AH1386.The geoid height was determined by GEOID03.
 AH1386
 AH1386;                    North         East     Units Scale Factor Converg.
 AH1386;SPC TX S     - 5,170,257.513   411,570.074   MT  0.99990073   +0 30 40.7
 AH1386;SPC TX S     -16,962,753.19  1,350,292.82   sFT  0.99990073   +0 30 40.7
 AH1386;UTM  14      - 3,009,511.450   661,070.691   MT  0.99992027   +0 44 36.5
 AH1386
 AH1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1386!SPC TX S     -   1.00000357  x   0.99990073  =   0.99990430
 AH1386!UTM  14      -   1.00000357  x   0.99992027  =   0.99992384
 AH1386
 AH1386|---------------------------------------------------------------------|
 AH1386| PID    Reference Object                     Distance      Geod. Az  |
 AH1386|                                                           dddmmss.s |
 AH1386| CS4333 THUNDER RM 1                         15.021 METERS 13545     |
 AH1386| AH1411 SAVANNA 1939                        APPROX. 4.5 KM 1844621.7 |
 AH1386| CS4334 THUNDER RM 2                         16.699 METERS 22619     |
 AH1386|---------------------------------------------------------------------|
 AH1386
 AH1386                          SUPERSEDED SURVEY CONTROL
 AH1386
 AH1386  NAD 83(1986)-  27 11 56.08772(N)    097 22 25.68901(W) AD(       ) 2
 AH1386  NAD 27      -  27 11 54.92000(N)    097 22 24.74000(W) AD(       ) 2
 AH1386
 AH1386.Superseded values are not recommended for survey control.
 AH1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1386.See file dsdata.txt to determine how the superseded data were derived.
 AH1386
 AH1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6107109511(NAD 83)
 AH1386_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH1386_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1386_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AH1386_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1386+STABILITY: SURFACE MOTION
 AH1386
 AH1386  HISTORY     - Date     Condition        Report By
 AH1386  HISTORY     - 1939     MONUMENTED       CGS
 AH1386  HISTORY     - 1949     GOOD             CGS
 AH1386  HISTORY     - 1958     GOOD             SHELL
 AH1386  HISTORY     - 1968     GOOD             CGS
 AH1386  HISTORY     - 1969     GOOD             CGS
 AH1386  HISTORY     - 1979     GOOD             NGS
 AH1386  HISTORY     - 1985     GOOD             NGS
 AH1386
 AH1386                          STATION DESCRIPTION
 AH1386
 AH1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1386'STATION THUNDER IS LOCATED ABOUT 31 MILES SSW OF CORPUS CHRISTI
 AH1386'PASS, ABOUT 5-1/2 MILES SE OF PENESCAL POINT ON S SIDE OF
 AH1386'BAFFIN BAY, 7 MILES NE OF CARNESTOLIENDOS CAMP AND WINDMILL,
 AH1386'ABOUT 0.4 MILE W OF BEACH AND 0.4 MILE SW OF A FISHING SHACK.
 AH1386'IT IS ON A GRASS-COVERED FLAT ABOUT 200 FEET NE OF A PARTLY
 AH1386'BARE SAND DUNE AND ABOUT 0.4 MILE SSW OF A LAKE.
 AH1386'
 AH1386'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AH1386'TOP OF A 3-INCH GALVANIZED-IRON PIPE 6 FEET LONG EMBEDDED
 AH1386'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE SURFACE OF
 AH1386'THE GROUND.
 AH1386'
 AH1386'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1386
 AH1386                          STATION RECOVERY (1949)
 AH1386
 AH1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1386'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AH1386'
 AH1386'LOCATED NEAR THE W SIDE OF PADRE ISLAND, ABOUT 28 MILES SSE
 AH1386'OF CORPUS CHRISTI-PADRE ISLAND CAUSEWAY.
 AH1386'
 AH1386'TO REACH FROM PADRE ISLAND TERMINUS OF CAUSEWAY, CONTINUE
 AH1386'TO GULF MEAN HIGH-WATER LINE, THEN SE ALONG BEACH ABOUT 27 MILES
 AH1386'TO YARBOROUGH PASS (GULF TO LAGUNA), THEN W (RIGHT) ALONG S BANK
 AH1386'OF PASS 0.75 MILE, THEN S 0.5 MILE TO STATION, 0.9 MILE SW
 AH1386'OF MOUTH OF PASS, ON GRASS FLAT, ABOUT 500 FEET E OF W EDGE OF
 AH1386'GRASS FLAT, ABOUT 600 FEET W OF W TIP OF SHIFTING SAND DUNE,
 AH1386'AND 3.0 FEET W OF A 4- BY 4-INCH WOODEN WITNESS POST.
 AH1386'
 AH1386'STATION MARK IS A BRONZE DISK, STAMPED THUNDER 1939, SCREWED
 AH1386'TO TOP OF A 3-INCH GALVANIZED-IRON PIPE EMBEDDED IN CONCRETE
 AH1386'AND PROJECTING 12 INCHES ABOVE THE GROUND.
 AH1386
 AH1386                          STATION RECOVERY (1958)
 AH1386
 AH1386'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AH1386'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE WITH
 AH1386'THE FOLLOWING ADDITIONS--STATION IS LOCATED ON THE LAGUNA SIDE
 AH1386'OF MOST WESTERLY SAND DUNE AND ABOUT 0.6 MILE FROM BEACH.
 AH1386'SW CORNER OF FENCE AROUND SUN OIL CO. CAMP BEARS N28 DEG 52 MIN W
 AH1386'2292.4 FEET.
 AH1386
 AH1386                          STATION RECOVERY (1968)
 AH1386
 AH1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1386'STATION MARK RECOVERED IN GOOD CONDITION.  THE STATION IS NOW
 AH1386'SURROUNDED BY SHIFTING SAND DUNES.  ONE OF THE OIL COMPANIES
 AH1386'HAS CONSTRUCTED A WOODEN BOX, WITH A TALL STAFF ATTACHED,
 AH1386'AROUND THE STATION TO PREVENT ITS BEING COVERED BY DRIFTING
 AH1386'SAND.
 AH1386'
 AH1386'THE PREVIOUS DESCRIPTIONS ARE ADEQUATE.  STATION IS JUST
 AH1386'SOUTH OF YARBOROUGH PASS.
 AH1386
 AH1386                          STATION RECOVERY (1969)
 AH1386
 AH1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1386'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  STATION
 AH1386'CAN BE REACHED BY 4-WHEEL DRIVE VEHICLES ONLY.  ADDITIONAL
 AH1386'NOTES AND ROUTE PROCEEDING TO STATION ARE AS FOLLOWS--STATION
 AH1386'MARK A STANDARD DISK, STAMPED THUNDER 1939, IS SCREWED TO
 AH1386'TOP OF A 3-INCH IRON PIPE.  A 6-FT. BY 6-FT. WOODEN BOX MADE OF
 AH1386'2 X 12 FT. PLANKING HAS BEEN BUILT AROUND THE MARK.  THE
 AH1386'IRON PIPE IS 4 FEET BELOW THE TOP OF BOX AND IS ABOUT 2 FEET
 AH1386'NORTH OF THE SOUTH EDGE OF BOX.  A METAL WITNESS POST WAS
 AH1386'SET DIRECTLY OVER THE MARK.
 AH1386'
 AH1386'TO REACH STATION FROM THE ENTRANCE TO THE PADRE ISLAND
 AH1386'CAUSEWAY (JUST SOUTH OF CORPUS CHRISTI NAVAL AIR STATION),
 AH1386'GO EASTERLY ACROSS CAUSEWAY FOR 4.9 MILES TO A JUNCTION OF
 AH1386'PARK ROADS 22 AND 53.  KEEP STRAIGHT AHEAD ON PARK ROAD 53
 AH1386'FOR 15.65 MILES TO THE END OF PAVEMENT AT THE GULF BEACH.  TURN
 AH1386'RIGHT, SOUTHERLY, GO ALONG BEACH FOR 7.0 MILES TO A SIGN
 AH1386'4-WHEEL DRIVE VEHICLES ONLY BEYOND THIS POINT.  CONTINUE
 AH1386'SOUTHERLY, ALONG BEACH FOR 8.9 MILES TO YARBOROUGH PASS (NOW
 AH1386'FILLED BY SAND), TURN RIGHT, WESTERLY, GO 0.75 MILE, KEEPING
 AH1386'ALONG SOUTH SIDE OF PASS, TO A FLAT AREA JUST AFTER PASSING
 AH1386'SAND DUNES AND A HOUSE AND LOOKOUT TOWER ON THE RIGHT.
 AH1386'TURN LEFT, PICKING WAY ALONG SMALL SAND DUNESAND GO SOUTHERLY FOR
 AH1386'0.4 MILE TO THE STATION.
 AH1386'
 AH1386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 28
 AH1386'MILES SOUTH OF CORPUS CHRISTI.
 AH1386
 AH1386                          STATION RECOVERY (1979)
 AH1386
 AH1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1386'STATION WAS NOT OCCUPIED.
 AH1386'
 AH1386'NO REFERENCE MARKS TO THIS STATION.
 AH1386'
 AH1386'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, THE MARK IS
 AH1386'ABOUT 18 INCHES BELOW THE SURFACE OF THE SAND, IN THE EDGE OF A SAND
 AH1386'DUNE, MARKED BY A 2 X 6 WITH A WITNESS SIGN ATTACHED.  THE 1969
 AH1386'DESCRIPTION IS ADEQUATE.
 AH1386'
 AH1386'STATION WAS REACHED WITH A 4 WHEEL DRIVE VEHICLE, FROM END OF PARK
 AH1386'ROAD 22 BY GOING SOUTH ALONG BEACH FOR 16 MILES TO YARBOROUGH PASS,
 AH1386'CONTINUE SOUTH FOR 0.5 MILE, FROM HERE PACK WESTERLY FOR
 AH1386'APPROXIMATELY 0.5 MILE TO THE STATION.
 AH1386'
 AH1386'STATION MARK IS STAMPED THUNDER 1939 AND IS ABOUT 18 INCHES BELOW THE
 AH1386'SURFACE OF A SAND DUNE, MARKED BY A 2X6 WITH A WITNESS SIGN.
 AH1386'
 AH1386'NOTE.  A HELICOPTER CAN LAND NEAR THE STATION.
 AH1386'
 AH1386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 41 MILES S OF
 AH1386'CORPUS CHRISTI.
 AH1386
 AH1386                          STATION RECOVERY (1985)
 AH1386
 AH1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1386'THE STATION WAS RECOVERED AT THIS DATE.
 AH1386'TWO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME AS AN AID FOR
 AH1386'FINDING THE STATION. THE STATION IS NOW 30 CM UNDERGROUND AND MAY
 AH1386'BE HARD TO RECOVER LATER. A NEW DESCRIPTIONS FOLLOWS.
 AH1386'
 AH1386'THE STATION IS LOCATED ABOUT 44.8 KM (28 MI)
 AH1386'SOUTH OF CORPUS CHRISTI, 1.2 KM (0.75 MI) SOUTHWEST OF THE JUNCTION
 AH1386'OF THE BEACH AND A SAND ROAD LEADING TO THE SUN OIL COMPANY PUMPING
 AH1386'STATION AT YARBOROUGH PASS, 0.8 KM (0.5 MI) WEST OF THE GULF OF
 AH1386'MEXICO AND IN A LARGE GRASSY AREA WITH SAND DUNES TO THE EAST.
 AH1386'OWNERSHIP--DEPARTMENT OF THE INTERIOR, PADRE ISLAND NATIONAL
 AH1386'SEASHORE, FLOUR BLUFF HEADQUARTERS, 9405 S PADRE ISLAND DR, PHONE
 AH1386'512-937-2621.
 AH1386'
 AH1386'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY 358 AND
 AH1386'PARK ROADS 22 AND 53 ON PADRE ISLAND, GO SOUTH ON ROAD 22 FOR 25.6
 AH1386'KM (16.0 MI) TO THE END OF PAVEMENT AT THE BEACH. CONTINUE SOUTH
 AH1386'ALONG THE BEACH FOR 9.1 KM (5.7 MI) TO A SIGN, FOUR WHEEL DRIVE
 AH1386'ONLY. CONTINUE SOUTH FOR 14.9 KM (9.3 MI) TO A SAND ROAD RIGHT THRU
 AH1386'THE DUNE LINE (ROAD IS MARKED BY LARGE CREOSOTE POSTS IN THE DUNE
 AH1386'LINE). CONTINUE SOUTH FOR 0.9 KM (0.55 MI) TO THE END OF TRUCK
 AH1386'TRAVEL. FROM HERE PACK WEST (FROM DUNE LINE) FOR 0.7 KM (0.45 MI)
 AH1386'ACROSS SOME SAND DUNES TO THE STATION IN A GRASSY AREA, 74 PACES
 AH1386'WEST OF A SAND DUNE LINE.
 AH1386'
 AH1386'THE STATION IS A STANDARD CGS DISK
 AH1386'STAMPED---THUNDER 1939---,
 AH1386'SET INTO THE TOP OF A 7 CM IN DIAMETER STEEL PIPE, 1.8 METERS
 AH1386'LONG AND IS 0.030 METER UNDERGROUND. LOCATED
 AH1386'16.8 METERS (55.2 FT) NORTHEAST FROM A WITNESS POST,
 AH1386'15.7 METERS (51.5 FT) NORTHWEST FROM A WITNESS POST AND
 AH1386'2.3 METERS (7.5 FT) WEST-SOUTHWEST FROM A WOODEN WITNESS POST.
 AH1386'
 AH1386'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1386'STAMPED---THUNDER 1939 NO 1 1985---,
 AH1386'BRAZED TO THE TOP OF A 5 CM IN DIAMETER STEEL PIPE WHICH
 AH1386'IS 1.2 METERS LONG AND IMBEDDED IN A MASS OF CONCRETE AND
 AH1386'PROJECTING 15 CM ABOVE GROUND. LOCATED
 AH1386'22.5 METERS (73.8 FT) EAST FROM A WITNESS POST,
 AH1386'14.8 METERS (48.7 FT) SOUTHEAST FROM A WOODEN WITNESS POST AND
 AH1386'0.91 METER (3.0 FT) NORTH FROM A WITNESS POST.
 AH1386'MARK IS 0.6 METER ABOVE THE STATION.
 AH1386'
 AH1386'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AH1386'STAMPED---THUNDER 1939 NO 2 1985---,
 AH1386'BRAZED TO THE TOP OF A 5 CM IN DIAMETER STEEL PIPE WHICH
 AH1386'IS 1.2 METERS LONG AND IMBEDDED IN A MASS OF CONCRETE AND
 AH1386'PROJECTING 15 CM ABOVE GROUND. LOCATED
 AH1386'22.6 METERS (74.0 FT) WEST FROM A WITNESS POST,
 AH1386'18.9 METERS (62.0 FT) SOUTHWEST FROM A WOODEN WITNESS POST AND
 AH1386'0.4 METER (1.3 FT) NORTHWEST FROM A WITNESS POST.
 AH1386'MARK IS 0.2 METER ABOVE THE STATION.
 AH1386'
 AH1386'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 AH1386'
 AH1386'NO AZIMUTH MARK WAS ESTABLISHED. STATION GOODY 1968 WILL SERVE.
 AH1386'
 AH1386'DESCRIBED BY J. N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2031 ***********************************************************************
 FL2031  DESIGNATION -  THUT
 FL2031  PID         -  FL2031
 FL2031  STATE/COUNTY-  TX/GRAY
 FL2031  USGS QUAD   -  HOOVER (1967)
 FL2031
 FL2031                         *CURRENT SURVEY CONTROL
 FL2031  ___________________________________________________________________
 FL2031* NAD 83(1993)-  35 32 53.83067(N)    100 50 35.33883(W)     ADJUSTED  
 FL2031* NAVD 88     -       970.     (meters)    3182.     (feet)  SCALED    
 FL2031  ___________________________________________________________________
 FL2031  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FL2031  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL2031
 FL2031  HORZ ORDER  -  SECOND
 FL2031
 FL2031.The horizontal coordinates were established by classical geodetic methods
 FL2031.and adjusted by the National Geodetic Survey in February 1996..
 FL2031
 FL2031.The orthometric height was scaled from a topographic map.
 FL2031
 FL2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2031
 FL2031.The geoid height was determined by GEOID03.
 FL2031
 FL2031;                    North         East     Units Scale Factor Converg.
 FL2031;SPC TX N     - 1,171,959.870   259,554.351   MT  0.99991345   +0 22 50.4
 FL2031;SPC TX N     - 3,845,005.01    851,554.57   sFT  0.99991345   +0 22 50.4
 FL2031;UTM  14      - 3,935,411.338   332,929.724   MT  0.99994398   -1 04 18.6
 FL2031
 FL2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2031!SPC TX N     -   0.99985185  x   0.99991345  =   0.99976531
 FL2031!UTM  14      -   0.99985185  x   0.99994398  =   0.99979584
 FL2031
 FL2031|---------------------------------------------------------------------|
 FL2031| PID    Reference Object                     Distance      Geod. Az  |
 FL2031|                                                           dddmmss.s |
 FL2031| CL3416 THUT RM 1                            21.079 METERS 03556     |
 FL2031| CL3415 THUT AZ MK                                         0842207.8 |
 FL2031| FL2030 HEATON GRAY WHEAT GROWERS ELEV      APPROX. 3.0 KM 0885420.1 |
 FL2031| CL3417 THUT RM 2                            20.785 METERS 27725     |
 FL2031|---------------------------------------------------------------------|
 FL2031
 FL2031                          SUPERSEDED SURVEY CONTROL
 FL2031
 FL2031  NAD 83(1993)-  35 32 53.83188(N)    100 50 35.33788(W) AD(       ) 2
 FL2031  NAD 83(1986)-  35 32 53.83619(N)    100 50 35.32794(W) AD(       ) 2
 FL2031  NAD 27      -  35 32 53.67600(N)    100 50 33.81100(W) AD(       ) 2
 FL2031
 FL2031.Superseded values are not recommended for survey control.
 FL2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2031.See file dsdata.txt to determine how the superseded data were derived.
 FL2031
 FL2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3293035411(NAD 83)
 FL2031_MARKER: DS = TRIANGULATION STATION DISK
 FL2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2031
 FL2031  HISTORY     - Date     Condition        Report By
 FL2031  HISTORY     - 1951     MONUMENTED       CGS
 FL2031  HISTORY     - 1956     GOOD             CGS
 FL2031
 FL2031                          STATION DESCRIPTION
 FL2031
 FL2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2031'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST-NORTHEAST OF
 FL2031'PAMPA, 0.1 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 60 AND
 FL2031'STATE ROUTE 152, 63 FEET NORTH OF STATE ROUTE 152, AND 61
 FL2031'FEET SOUTH OF U.S. HIGHWAY 60.  THE MARK PROJECTS 2 INCHES,
 FL2031'AND THE DISK IS STAMPED THUT 1951.
 FL2031'
 FL2031'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF U.S. HIGHWAY 60.
 FL2031'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED THUT NO
 FL2031'1 1951.
 FL2031'
 FL2031'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF U.S. HIGHWAY 60.
 FL2031'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED THUT NO
 FL2031'2 1951.
 FL2031'
 FL2031'THE AZIMUTH MARK IS 45 FEET SOUTH OF STATE ROUTE 152, 21 FEET
 FL2031'SOUTHEAST OF TWO SMALL TREES, 1-1/2 FEET WEST OF A WITNESS
 FL2031'POST, AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS
 FL2031'5 INCHES, AND THE DISK IS STAMPED THUT 1951.
 FL2031'
 FL2031'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO EAST ON
 FL2031'STATE ROUTE 152 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 FL2031'RIGHT AS DESCRIBED.
 FL2031
 FL2031                          STATION RECOVERY (1956)
 FL2031
 FL2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2031'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL2031'IN GOOD CONDITION AS DESCRIBED.  NO EFFORT WAS MADE TO RECOVER
 FL2031'AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 FL2031'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0589 ***********************************************************************
 CS0589  DESIGNATION -  TICK
 CS0589  PID         -  CS0589
 CS0589  STATE/COUNTY-  TX/HENDERSON
 CS0589  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0589
 CS0589                         *CURRENT SURVEY CONTROL
 CS0589  ___________________________________________________________________
 CS0589* NAD 83(1993)-  32 07 06.87902(N)    096 00 02.73360(W)     ADJUSTED  
 CS0589* NAVD 88     -       109.611  (meters)     359.62   (feet)  ADJUSTED  
 CS0589  ___________________________________________________________________
 CS0589  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CS0589  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0589  DYNAMIC HT  -         109.484 (meters)     359.20  (feet)  COMP
 CS0589  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CS0589
 CS0589  HORZ ORDER  -  SECOND
 CS0589  VERT ORDER  -  SECOND    CLASS 0
 CS0589
 CS0589.The horizontal coordinates were established by classical geodetic methods
 CS0589.and adjusted by the National Geodetic Survey in February 1996..
 CS0589
 CS0589.The orthometric height was determined by differential leveling
 CS0589.and adjusted by the National Geodetic Survey in June 1991..
 CS0589
 CS0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0589
 CS0589.The geoid height was determined by GEOID03.
 CS0589
 CS0589.The dynamic height is computed by dividing the NAVD 88
 CS0589.geopotential number by the normal gravity value computed on the
 CS0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0589.degrees latitude (g = 980.6199 gals.).
 CS0589
 CS0589.The modeled gravity was interpolated from observed gravity values.
 CS0589
 CS0589;                    North         East     Units Scale Factor Converg.
 CS0589;SPC TXNC     - 2,052,919.413   835,835.388   MT  1.00000412   +1 21 47.1
 CS0589;SPC TXNC     - 6,735,286.44  2,742,236.60   sFT  1.00000412   +1 21 47.1
 CS0589;SPC TX C     - 3,279,788.501 1,108,796.703   MT  1.00007167   +2 13 53.5
 CS0589;SPC TX C     -10,760,439.44  3,637,777.18   sFT  1.00007167   +2 13 53.5
 CS0589;UTM  14      - 3,557,519.380   782,985.704   MT  1.00058770   +1 35 44.4
 CS0589;UTM  15      - 3,557,523.375   216,870.949   MT  1.00058870   -1 35 47.3
 CS0589
 CS0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0589!SPC TXNC     -   0.99998680  x   1.00000412  =   0.99999092
 CS0589!SPC TX C     -   0.99998680  x   1.00007167  =   1.00005847
 CS0589!UTM  14      -   0.99998680  x   1.00058770  =   1.00057449
 CS0589!UTM  15      -   0.99998680  x   1.00058870  =   1.00057549
 CS0589
 CS0589|---------------------------------------------------------------------|
 CS0589| PID    Reference Object                     Distance      Geod. Az  |
 CS0589|                                                           dddmmss.s |
 CS0589| CS0590 TICK RM 1                            27.252 METERS 16834     |
 CS0589| CS0588 C 9 USGS                             28.866 METERS 25820     |
 CS0589| CS0587 TICK AZ MK                                         3440754.8 |
 CS0589| CS2632 MALAKOFF FUEL CO WATER TANK         APPROX. 7.7 KM 3565252.2 |
 CS0589|---------------------------------------------------------------------|
 CS0589
 CS0589                          SUPERSEDED SURVEY CONTROL
 CS0589
 CS0589  NAD 83(1986)-  32 07 06.88675(N)    096 00 02.71678(W) AD(       ) 2
 CS0589  NAD 27      -  32 07 06.33200(N)    096 00 01.83500(W) AD(       ) 2
 CS0589  NGVD 29 (??/??/92)  109.614  (m)          359.63   (f) ADJ UNCH    2 0
 CS0589
 CS0589.Superseded values are not recommended for survey control.
 CS0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0589.See file dsdata.txt to determine how the superseded data were derived.
 CS0589
 CS0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA8298657519(NAD 83)
 CS0589_MARKER: DB = BENCH MARK DISK
 CS0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0589_STAMPING: TICK 1947
 CS0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0589+STABILITY: SURFACE MOTION
 CS0589
 CS0589  HISTORY     - Date     Condition        Report By
 CS0589  HISTORY     - 1947     MONUMENTED       CGS
 CS0589  HISTORY     - 1947     GOOD             CGS
 CS0589
 CS0589                          STATION DESCRIPTION
 CS0589
 CS0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS0589'LOCATED FOUR MILES SOUTH OF MALAKOFF, 62 FEET EAST OF THE CENTER OF
 CS0589'FARM HIGHWAY NO. 90, 38 FEET SOUTHEAST OF A POWER POLE ON WHICH
 CS0589'THERE IS A TRANSFORMER AND A LIGHT METER AND 4.8 FEET
 CS0589'NORTHWEST OF A REFERENCE POST.  IT IS STAMPED TICK 1947
 CS0589'AND PROJECTS 3 INCHES.
 CS0589'
 CS0589'REFERENCE MARK NO. 1 IS 64 FEET EAST OF HIGHWAY NO. 90.  IT
 CS0589'IS STAMPED TICK NO 1 1947 AND PROJECTS 6 INCHES.
 CS0589'
 CS0589'USGS BM C 9 (REFERENCE MARK NO. 2) IS 38 FEET WEST OF THE
 CS0589'CENTER OF HIGHWAY NO. 90, 12 FEET NORTH-NORTHEAST OF THE
 CS0589'CENTER OF A BOARD GATE, 7 FEET NORTHEAST OF A POWER POLE AND 2 FEET
 CS0589'SOUTH OF A REFERENCE POST.  IT IS A STANDARD USGS BM DISK
 CS0589'STAMPED 1946 C 9 ELEVATION 360 SET IN A 4-INCH BY 6-INCH
 CS0589'CONCRETE POST THAT PROJECTS 4 INCHES.
 CS0589'
 CS0589'THE AZIMUTH MARK IS 84 FEET NORTH OF TELEPHONE POLE NO. 35
 CS0589'TCC H, 34 FEET WEST OF THE CENTER OF FARM HIGHWAY NO. 90
 CS0589'AND 2.5 FEET SOUTH OF A REFERENCE POST.  IT IS STAMPED TICK
 CS0589'1947 AND PROJECTS 6 INCHES.
 CS0589'
 CS0589'TO REACH THE STATION FROM THE WEST ONE OF TWO STOP LIGHTS
 CS0589'AT THE NORTH EDGE OF MALAKOFF, GO SOUTH ON FARM HIGHWAY
 CS0589'NO. 90 FOR 3.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CS0589'SOUTH FOR 0.35 MILE TO THE STATION ON THE LEFT.
 CS0589'
 CS0589'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 50 FEET.
 CS0589'
 CS0589'A 74 FOOT SIGNAL AT MIDWAY IS VISIBLE AT 64 FEET.
 CS0589'
 CS0589'A 74 FOOT SIGNAL AT ANDING IS VISIBLE AT 37 FEET.
 CS0589'
 CS0589'A 113 FOOT SIGNAL AT CROSS IS VISIBLE AT 64 FEET.
 CS0589'
 CS0589'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS0589
 CS0589                          STATION RECOVERY (1947)
 CS0589
 CS0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS0589'3.7 MI S FROM MALAKOFF.
 CS0589'3.7 MILES SOUTH ALONG FARM HIGHWAY 90 FROM THE POST OFFICE AT
 CS0589'MALAKOFF, 64 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 120
 CS0589'FEET NORTHEAST OF A WHITE FRAME HOUSE, 40 FEET SOUTHEAST OF A POWER
 CS0589'POLE, 5 FEET NORTHWEST OF A 4X4 MARKER POST.  A BRONZE TRIANGULATION
 CS0589'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 CS0589'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0587 ***********************************************************************
 CS0587  DESIGNATION -  TICK AZ MK
 CS0587  PID         -  CS0587
 CS0587  STATE/COUNTY-  TX/HENDERSON
 CS0587  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0587
 CS0587                         *CURRENT SURVEY CONTROL
 CS0587  ___________________________________________________________________
 CS0587* NAD 83(1986)-  32 07 24.     (N)    096 00 07.     (W)     SCALED    
 CS0587* NAVD 88     -       108.320  (meters)     355.38   (feet)  ADJUSTED  
 CS0587  ___________________________________________________________________
 CS0587  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0587  DYNAMIC HT  -         108.195 (meters)     354.97  (feet)  COMP
 CS0587  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 CS0587
 CS0587  VERT ORDER  -  SECOND    CLASS 0
 CS0587
 CS0587.The horizontal coordinates were scaled from a topographic map and have
 CS0587.an estimated accuracy of +/- 6 seconds.
 CS0587
 CS0587.The orthometric height was determined by differential leveling
 CS0587.and adjusted by the National Geodetic Survey in June 1991..
 CS0587
 CS0587.The geoid height was determined by GEOID03.
 CS0587
 CS0587.The dynamic height is computed by dividing the NAVD 88
 CS0587.geopotential number by the normal gravity value computed on the
 CS0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0587.degrees latitude (g = 980.6199 gals.).
 CS0587
 CS0587.The modeled gravity was interpolated from observed gravity values.
 CS0587
 CS0587;                    North         East    Units  Estimated Accuracy
 CS0587;SPC TXNC     - 2,053,440.      835,710.      MT  (+/- 180 meters Scaled)
 CS0587
 CS0587                          SUPERSEDED SURVEY CONTROL
 CS0587
 CS0587  NGVD 29 (??/??/92)  108.324  (m)          355.39   (f) ADJ UNCH    2 0
 CS0587
 CS0587.Superseded values are not recommended for survey control.
 CS0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0587.See file dsdata.txt to determine how the superseded data were derived.
 CS0587
 CS0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA828580(NAD 83)
 CS0587_MARKER: DZ = AZIMUTH MARK DISK
 CS0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0587_STAMPING: TICK 1947
 CS0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0587+STABILITY: SURFACE MOTION
 CS0587
 CS0587  HISTORY     - Date     Condition        Report By
 CS0587  HISTORY     - 1947     MONUMENTED       CGS
 CS0587
 CS0587                          STATION DESCRIPTION
 CS0587
 CS0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0587'3.4 MI S FROM MALAKOFF.
 CS0587'3.4 MILES SOUTH ALONG FARM HIGHWAY 90 FROM THE POST OFFICE AT
 CS0587'MALAKOFF, 520 FEET SOUTH OF THE SOUTH END OF A 45 FOOT WOODEN BRIDGE,
 CS0587'160 FEET NORTH OF THE CENTER OF THE WEST HEADWALL OF AN 18 INCH
 CS0587'CONCRETE PIPE CULVERT, 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CS0587'2 FEET SOUTH OF A 4X4 MARKER POST, DIRECTLY UNDER A TELEPHONE LINE. A
 CS0587'BRONZE AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS0587'PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0590 ***********************************************************************
 CS0590  DESIGNATION -  TICK RM 1
 CS0590  PID         -  CS0590
 CS0590  STATE/COUNTY-  TX/HENDERSON
 CS0590  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0590
 CS0590                         *CURRENT SURVEY CONTROL
 CS0590  ___________________________________________________________________
 CS0590* NAD 83(1986)-  32 07 07.     (N)    096 00 02.     (W)     SCALED    
 CS0590* NAVD 88     -       109.592  (meters)     359.55   (feet)  ADJUSTED  
 CS0590  ___________________________________________________________________
 CS0590  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0590  DYNAMIC HT  -         109.465 (meters)     359.14  (feet)  COMP
 CS0590  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CS0590
 CS0590  VERT ORDER  -  SECOND    CLASS 0
 CS0590
 CS0590.The horizontal coordinates were scaled from a topographic map and have
 CS0590.an estimated accuracy of +/- 6 seconds.
 CS0590
 CS0590.The orthometric height was determined by differential leveling
 CS0590.and adjusted by the National Geodetic Survey in June 1991..
 CS0590
 CS0590.The geoid height was determined by GEOID03.
 CS0590
 CS0590.The dynamic height is computed by dividing the NAVD 88
 CS0590.geopotential number by the normal gravity value computed on the
 CS0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0590.degrees latitude (g = 980.6199 gals.).
 CS0590
 CS0590.The modeled gravity was interpolated from observed gravity values.
 CS0590
 CS0590;                    North         East    Units  Estimated Accuracy
 CS0590;SPC TXNC     - 2,052,920.      835,860.      MT  (+/- 180 meters Scaled)
 CS0590
 CS0590                          SUPERSEDED SURVEY CONTROL
 CS0590
 CS0590  NGVD 29 (??/??/92)  109.595  (m)          359.56   (f) ADJ UNCH    2 0
 CS0590
 CS0590.Superseded values are not recommended for survey control.
 CS0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0590.See file dsdata.txt to determine how the superseded data were derived.
 CS0590
 CS0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA830575(NAD 83)
 CS0590_MARKER: DR = REFERENCE MARK DISK
 CS0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0590_STAMPING: TICK NO 1 1947
 CS0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0590+STABILITY: SURFACE MOTION
 CS0590
 CS0590  HISTORY     - Date     Condition        Report By
 CS0590  HISTORY     - 1947     MONUMENTED       CGS
 CS0590
 CS0590                          STATION DESCRIPTION
 CS0590
 CS0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0590'3.7 MI S FROM MALAKOFF.
 CS0590'3.7 MILES SOUTH ALONG FARM HIGHWAY 90 FROM THE POST OFFICE AT
 CS0590'MALAKOFF, ABOUT 125 FEET EAST OF A WHITE FRAME HOUSE, 92 FEET SOUTH OF
 CS0590'TRIANGULATION STATION TICK, 62 FEET EAST OF THE CENTER LINE OF THE
 CS0590'HIGHWAY.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 CS0590'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2580 ***********************************************************************
 AW2580  DESIGNATION -  TIDAL 1
 AW2580  PID         -  AW2580
 AW2580  STATE/COUNTY-  TX/GALVESTON
 AW2580  USGS QUAD   -  GALVESTON (1994)
 AW2580
 AW2580                         *CURRENT SURVEY CONTROL
 AW2580  ___________________________________________________________________
 AW2580* NAD 83(1986)-  29 21 51.     (N)    094 46 40.     (W)     SCALED    
 AW2580* NAVD 88     -         2.27   (+/-2cm)       7.4    (feet)  VERTCON   
 AW2580  ___________________________________________________________________
 AW2580  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW2580
 AW2580  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2580
 AW2580.The horizontal coordinates were scaled from a topographic map and have
 AW2580.an estimated accuracy of +/- 6 seconds.
 AW2580
 AW2580.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2580.The vertical order pertains to the NGVD 29 superseded value.
 AW2580
 AW2580.The geoid height was determined by GEOID03.
 AW2580
 AW2580;                    North         East    Units  Estimated Accuracy
 AW2580;SPC TXSC     - 4,177,060.    1,009,810.      MT  (+/- 180 meters Scaled)
 AW2580
 AW2580                          SUPERSEDED SURVEY CONTROL
 AW2580
 AW2580  NGVD 29 (??/??/92)    2.269  (m)            7.44   (f) ADJ UNCH    1 2
 AW2580
 AW2580.Superseded values are not recommended for survey control.
 AW2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2580.See file dsdata.txt to determine how the superseded data were derived.
 AW2580
 AW2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN274496(NAD 83)
 AW2580_MARKER: DJ = TIDAL STATION DISK
 AW2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2580_STAMPING: NO 1 1933
 AW2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2580+STABILITY: SURFACE MOTION
 AW2580
 AW2580  HISTORY     - Date     Condition        Report By
 AW2580  HISTORY     - 1933     MONUMENTED       CGS
 AW2580  HISTORY     - 1936     GOOD             NGS
 AW2580  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2580  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW2580  HISTORY     - 20000510 MARK NOT FOUND   USPSQD
 AW2580  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 AW2580  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AW2580  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW2580
 AW2580                          STATION DESCRIPTION
 AW2580
 AW2580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2580'IN PORT BOLIVAR.
 AW2580'ON PORT BOLIVAR POINT ABOUT 1/2 MILE WEST OF THE BOLIVAR LIGHT HOUSE,
 AW2580'AT THE A.T. AND S.F. RR. FERRY SLIP, 10.6 METERS EAST OF THE PILING OF
 AW2580'THE FERRY-SLIP, AND 56.5 METERS NORTH OF THE NORTHEAST CORNER OF THE
 AW2580'PORT BOLIVAR RAILROAD STATION.
 AW2580
 AW2580                          STATION RECOVERY (1953)
 AW2580
 AW2580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2580'MARK NOT FOUND.
 AW2580
 AW2580                          STATION RECOVERY (1995)
 AW2580
 AW2580'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2580'MARK NOT FOUND.
 AW2580
 AW2580                          STATION RECOVERY (2000)
 AW2580
 AW2580'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW2580'MARK NOT FOUND.
 AW2580
 AW2580                          STATION RECOVERY (2001)
 AW2580
 AW2580'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW2580'MARK NOT FOUND.
 AW2580
 AW2580                          STATION RECOVERY (2003)
 AW2580
 AW2580'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2580'MARK NOT FOUND.
 AW2580
 AW2580                          STATION RECOVERY (2004)
 AW2580
 AW2580'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3657 ***********************************************************************
 AW3657  DESIGNATION -  TIDAL 1
 AW3657  PID         -  AW3657
 AW3657  STATE/COUNTY-  TX/HARRIS
 AW3657  USGS QUAD   -  PASADENA (1995)
 AW3657
 AW3657                         *CURRENT SURVEY CONTROL
 AW3657  ___________________________________________________________________
 AW3657* NAD 83(1986)-  29 43 30.     (N)    095 12 43.     (W)     SCALED    
 AW3657* NAVD 88     -         3.54   (+/-2cm)      11.6    (feet)  VERTCON   
 AW3657  ___________________________________________________________________
 AW3657  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3657
 AW3657  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3657
 AW3657.The horizontal coordinates were scaled from a topographic map and have
 AW3657.an estimated accuracy of +/- 6 seconds.
 AW3657
 AW3657.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3657.The vertical order pertains to the NGVD 29 superseded value.
 AW3657
 AW3657.The geoid height was determined by GEOID03.
 AW3657
 AW3657;                    North         East    Units  Estimated Accuracy
 AW3657;SPC TXSC     - 4,215,580.      966,390.      MT  (+/- 180 meters Scaled)
 AW3657
 AW3657                          SUPERSEDED SURVEY CONTROL
 AW3657
 AW3657  NGVD 29 (??/??/92)    3.534  (m)           11.59   (f) ADJ UNCH    1 2
 AW3657
 AW3657.Superseded values are not recommended for survey control.
 AW3657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3657.See file dsdata.txt to determine how the superseded data were derived.
 AW3657
 AW3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN860903(NAD 83)
 AW3657_MARKER: DJ = TIDAL STATION DISK
 AW3657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3657_STAMPING: 1 1931
 AW3657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3657+STABILITY: SURFACE MOTION
 AW3657
 AW3657  HISTORY     - Date     Condition        Report By
 AW3657  HISTORY     - 1931     MONUMENTED       CGS
 AW3657  HISTORY     - 1936     GOOD             NGS
 AW3657  HISTORY     - 1937     GOOD             NGS
 AW3657  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW3657
 AW3657                          STATION DESCRIPTION
 AW3657
 AW3657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW3657'IN PASADENA.
 AW3657'ABOUT 75 FEET SOUTH OF FERRY LANDING, ABOUT 35 FEET WEST OF THE CENTER
 AW3657'LINE OF THE HIGHWAY.
 AW3657
 AW3657                          STATION RECOVERY (1937)
 AW3657
 AW3657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 AW3657'RECOVERED IN GOOD CONDITION.
 AW3657
 AW3657                          STATION RECOVERY (1994)
 AW3657
 AW3657'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3718 ***********************************************************************
 AW3718  DESIGNATION -  TIDAL 1
 AW3718  PID         -  AW3718
 AW3718  STATE/COUNTY-  TX/HARRIS
 AW3718  USGS QUAD   -  PARK PLACE (1995)
 AW3718
 AW3718                         *CURRENT SURVEY CONTROL
 AW3718  ___________________________________________________________________
 AW3718* NAD 83(1986)-  29 43 26.     (N)    095 16 02.     (W)     SCALED    
 AW3718* NAVD 88     -         4.52   (+/-2cm)      14.8    (feet)  VERTCON   
 AW3718  ___________________________________________________________________
 AW3718  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3718
 AW3718  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3718
 AW3718.The horizontal coordinates were scaled from a topographic map and have
 AW3718.an estimated accuracy of +/- 6 seconds.
 AW3718
 AW3718.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3718.The vertical order pertains to the NGVD 29 superseded value.
 AW3718
 AW3718.The geoid height was determined by GEOID03.
 AW3718
 AW3718;                    North         East    Units  Estimated Accuracy
 AW3718;SPC TXSC     - 4,215,290.      961,050.      MT  (+/- 180 meters Scaled)
 AW3718
 AW3718                          SUPERSEDED SURVEY CONTROL
 AW3718
 AW3718  NGVD 29 (??/??/92)    4.515  (m)           14.81   (f) ADJ UNCH    1 2
 AW3718
 AW3718.Superseded values are not recommended for survey control.
 AW3718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3718.See file dsdata.txt to determine how the superseded data were derived.
 AW3718
 AW3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN807903(NAD 83)
 AW3718_MARKER: DJ = TIDAL STATION DISK
 AW3718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3718_SP_SET: PLATFORM
 AW3718_STAMPING: 1 1931
 AW3718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3718
 AW3718  HISTORY     - Date     Condition        Report By
 AW3718  HISTORY     - 1931     MONUMENTED       CGS
 AW3718  HISTORY     - 1964     GOOD             NGS
 AW3718
 AW3718                          STATION DESCRIPTION
 AW3718
 AW3718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3718'4.15 MI W FROM PASADENA.
 AW3718'ABOUT 2.3 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH END
 AW3718'OF THE WASHBURN TUNNEL AT PASADENA, THENCE 0.45 MILE WEST ACROSS THE
 AW3718'SHIP CHANNEL, THENCE 1.4 MILES NORTHWEST ALONG THE SOUTHWEST SIDE OF
 AW3718'THE CHANNEL, ON PROPERTY BELONGING TO THE GENERAL MILLS FLOUR COMPANY,
 AW3718'80 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF AN ENCLOSED CONVEYOR
 AW3718'LEADING FROM AN ELEVATOR TO A WAREHOUSE ON THE DOCKS, 8 1/2 FEET
 AW3718'SOUTHEAST OF THE SOUTH CORNER OF A WAREHOUSE, 7 1/2 FEET NORTHWEST OF
 AW3718'THE NORTHWEST RAIL OF A SPUR TRACK BETWEEN AN ELEVATOR AND A
 AW3718'WAREHOUSE, SET IN THE TOP OF THE SOUTH CORNER OF A CONCRETE LOADING
 AW3718'PLATFORM, AND ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4113 ***********************************************************************
 AW4113  DESIGNATION -  TIDAL 1
 AW4113  PID         -  AW4113
 AW4113  STATE/COUNTY-  TX/GALVESTON
 AW4113  USGS QUAD   -  SAN LUIS PASS (1974)
 AW4113
 AW4113                         *CURRENT SURVEY CONTROL
 AW4113  ___________________________________________________________________
 AW4113* NAD 83(1986)-  29 05 36.     (N)    095 06 43.     (W)     SCALED    
 AW4113* NAVD 88     -         1.67   (+/-2cm)       5.5    (feet)  VERTCON   
 AW4113  ___________________________________________________________________
 AW4113  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW4113
 AW4113  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4113
 AW4113.The horizontal coordinates were scaled from a topographic map and have
 AW4113.an estimated accuracy of +/- 6 seconds.
 AW4113
 AW4113.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4113.The vertical order pertains to the NGVD 29 superseded value.
 AW4113
 AW4113.The geoid height was determined by GEOID03.
 AW4113
 AW4113;                    North         East    Units  Estimated Accuracy
 AW4113;SPC TXSC     - 4,145,930.      978,390.      MT  (+/- 180 meters Scaled)
 AW4113
 AW4113                          SUPERSEDED SURVEY CONTROL
 AW4113
 AW4113  NGVD 29 (??/??/92)    1.670  (m)            5.48   (f) ADJ UNCH    1 2
 AW4113
 AW4113.Superseded values are not recommended for survey control.
 AW4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4113.See file dsdata.txt to determine how the superseded data were derived.
 AW4113
 AW4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN944201(NAD 83)
 AW4113_MARKER: DB = BENCH MARK DISK
 AW4113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4113_STAMPING: NO 1
 AW4113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4113+STABILITY: SURFACE MOTION
 AW4113
 AW4113  HISTORY     - Date     Condition        Report By
 AW4113  HISTORY     - UNK      MONUMENTED       CGS
 AW4113  HISTORY     - 1951     MARK NOT FOUND   NGS
 AW4113  HISTORY     - 19990604 MARK NOT FOUND   USPSQD
 AW4113  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 AW4113  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW4113
 AW4113                          STATION DESCRIPTION
 AW4113
 AW4113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW4113'24.8 MI SW FROM GALVESTON.
 AW4113'ABOUT 24.8 MILES SOUTHWEST OF THE BUCCANEER HOTEL AT GALVESTON,
 AW4113'GALVESTON COUNTY, AT THE SOUTHWEST END OF GALVESTON ISLAND, AT SAN
 AW4113'LUIS PASS, ABOUT 2.7 MILES SOUTHWEST OF THE SAN LUIS COAST GUARD
 AW4113'STATION, ABOUT 1,240 FEET SOUTHWEST OF THE G. V. AMOTTO WINDMILL,
 AW4113'ABOUT 1,030 FEET SOUTHWEST OF TRIANGULATION STATION MOTTO, DESCRIBED
 AW4113'ABOVE, AND ABOUT 203 FEET SOUTHEAST OF THE WEST SHORE LINE.  A
 AW4113'STANDARD DISK, STAMPED NO 1 AND SET IN THE TOP OF A CONCRETE POST.
 AW4113'NOTE-- IT IS BELIEVED TO BE COVERED BY DRIFTING SAND.
 AW4113
 AW4113                          STATION RECOVERY (1999)
 AW4113
 AW4113'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4113'MARK NOT FOUND.
 AW4113
 AW4113                          STATION RECOVERY (2003)
 AW4113
 AW4113'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW4113'MARK NOT FOUND.
 AW4113
 AW4113                          STATION RECOVERY (2004)
 AW4113
 AW4113'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2714 ***********************************************************************
 AW2714  DESIGNATION -  TIDAL 1
 AW2714  PID         -  AW2714
 AW2714  STATE/COUNTY-  TX/GALVESTON
 AW2714  USGS QUAD   -  TEXAS CITY (1994)
 AW2714
 AW2714                         *CURRENT SURVEY CONTROL
 AW2714  ___________________________________________________________________
 AW2714* NAD 83(1986)-  29 27 24.     (N)    094 56 14.     (W)     SCALED    
 AW2714* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 AW2714  ___________________________________________________________________
 AW2714  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW2714
 AW2714  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2714
 AW2714.The horizontal coordinates were scaled from a topographic map and have
 AW2714.an estimated accuracy of +/- 6 seconds.
 AW2714
 AW2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2714.The vertical order pertains to the NGVD 29 superseded value.
 AW2714
 AW2714.The geoid height was determined by GEOID03.
 AW2714
 AW2714;                    North         East    Units  Estimated Accuracy
 AW2714;SPC TXSC     - 4,186,750.      993,990.      MT  (+/- 180 meters Scaled)
 AW2714
 AW2714                          SUPERSEDED SURVEY CONTROL
 AW2714
 AW2714  NGVD 29 (??/??/92)    1.965  (m)            6.45   (f) ADJ UNCH    1 2
 AW2714
 AW2714.Superseded values are not recommended for survey control.
 AW2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2714.See file dsdata.txt to determine how the superseded data were derived.
 AW2714
 AW2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN121601(NAD 83)
 AW2714_MARKER: DJ = TIDAL STATION DISK
 AW2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2714_STAMPING: NO 1
 AW2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2714+STABILITY: SURFACE MOTION
 AW2714
 AW2714  HISTORY     - Date     Condition        Report By
 AW2714  HISTORY     - UNK      MONUMENTED       CGS
 AW2714  HISTORY     - 1936     GOOD             NGS
 AW2714  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2714
 AW2714                          STATION DESCRIPTION
 AW2714
 AW2714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2714'4.75 MI NNE FROM TEXAS CITY.
 AW2714'ON THE WEST SHORE OF GALVESTON BAY, 2 1/4 MILES EAST-SOUTHEAST OF SAN
 AW2714'LEON RAILROAD STATION, ABOUT 1950 METERS SOUTHEAST OF THE INTERSECTION
 AW2714'OF THE SOUTH SHORE OF DICKINSON BAYOU AND THE WEST SHORE OF GALVESTON
 AW2714'BAY, 1 MILE SOUTHWEST OF APRIL FOOL POINT, 1 MILE NORTHWEST OF MILLER
 AW2714'POINT, 815 METERS SOUTHEAST OF TRIANGULATION STATION FOOL, AND 36
 AW2714'METERS SOUTHWEST OF THE WEST SHORE OF GALVESTON BAY.
 AW2714
 AW2714                          STATION RECOVERY (1953)
 AW2714
 AW2714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0335 ***********************************************************************
 AN0335  TIDAL BM    -  This is a Tidal Bench Mark.
 AN0335  DESIGNATION -  TIDAL 1
 AN0335  PID         -  AN0335
 AN0335  STATE/COUNTY-  TX/CALHOUN
 AN0335  USGS QUAD   -  PORT O'CONNOR (1973)
 AN0335
 AN0335                         *CURRENT SURVEY CONTROL
 AN0335  ___________________________________________________________________
 AN0335* NAD 83(1986)-  28 26 58.     (N)    096 24 12.     (W)     SCALED    
 AN0335* NAVD 88     -         2.29   (+/-2cm)       7.5    (feet)  VERTCON   
 AN0335  ___________________________________________________________________
 AN0335  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AN0335
 AN0335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0335
 AN0335.The horizontal coordinates were scaled from a topographic map and have
 AN0335.an estimated accuracy of +/- 6 seconds.
 AN0335
 AN0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0335.The vertical order pertains to the NGVD 29 superseded value.
 AN0335
 AN0335.This Tidal Bench Mark is designated as VM 7908
 AN0335.by the Center for Operational Oceanographic Products and Services.
 AN0335
 AN0335.The geoid height was determined by GEOID03.
 AN0335
 AN0335;                    North         East    Units  Estimated Accuracy
 AN0335;SPC TXSC     - 4,071,110.      854,320.      MT  (+/- 180 meters Scaled)
 AN0335
 AN0335                          SUPERSEDED SURVEY CONTROL
 AN0335
 AN0335  NGVD 29 (??/??/92)    2.388  (m)            7.83   (f) ADJ UNCH    2 0
 AN0335
 AN0335.Superseded values are not recommended for survey control.
 AN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0335.See file dsdata.txt to determine how the superseded data were derived.
 AN0335
 AN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS542497(NAD 83)
 AN0335_MARKER: DJ = TIDAL STATION DISK
 AN0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0335_STAMPING: PORT OCONNOR NO 1 1934
 AN0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0335+STABILITY: SURFACE MOTION
 AN0335
 AN0335  HISTORY     - Date     Condition        Report By
 AN0335  HISTORY     - 1934     MONUMENTED       CGS
 AN0335  HISTORY     - 1973     GOOD             NGS
 AN0335  HISTORY     - 19980721 GOOD             USPSQD
 AN0335
 AN0335                          STATION DESCRIPTION
 AN0335
 AN0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0335'IN PORT OCONNOR.
 AN0335'AT PORT OCONNOR, CALHOUN COUNTY, AT THE INTERSECTION OF ADAMS STREET
 AN0335'AND PARK AVENUE, 26 FEET WEST OF THE CENTERLINE OF PARK AVENUE, 25
 AN0335'FEET SOUTH OF THE CENTERLINE OF ADAMS STREET (STATE HIGHWAY 185), 3
 AN0335'FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH ADAMS STREET.
 AN0335'A STANDARD DISK, STAMPED PORT OCONNOR NO 1 1934 AND SET IN THE TOP OF
 AN0335'A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AN0335
 AN0335                          STATION RECOVERY (1973)
 AN0335
 AN0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0335'RECOVERED IN GOOD CONDITION.
 AN0335
 AN0335                          STATION RECOVERY (1998)
 AN0335
 AN0335'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0833 ***********************************************************************
 AN0833  TIDAL BM    -  This is a Tidal Bench Mark.
 AN0833  DESIGNATION -  TIDAL 1
 AN0833  PID         -  AN0833
 AN0833  STATE/COUNTY-  TX/CALHOUN
 AN0833  USGS QUAD   -  POINT COMFORT (1995)
 AN0833
 AN0833                         *CURRENT SURVEY CONTROL
 AN0833  ___________________________________________________________________
 AN0833* NAD 83(1986)-  28 38 22.     (N)    096 36 42.     (W)     SCALED    
 AN0833* NAVD 88     -         0.88   (+/-2cm)       2.9    (feet)  VERTCON   
 AN0833  ___________________________________________________________________
 AN0833  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN0833
 AN0833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0833
 AN0833.The horizontal coordinates were scaled from a topographic map and have
 AN0833.an estimated accuracy of +/- 6 seconds.
 AN0833
 AN0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0833.The vertical order pertains to the NGVD 29 superseded value.
 AN0833
 AN0833.This Tidal Bench Mark is designated as VM 17501
 AN0833.by the Center for Operational Oceanographic Products and Services.
 AN0833
 AN0833.The geoid height was determined by GEOID03.
 AN0833
 AN0833;                    North         East    Units  Estimated Accuracy
 AN0833;SPC TXSC     - 4,091,730.      833,490.      MT  (+/- 180 meters Scaled)
 AN0833
 AN0833                          SUPERSEDED SURVEY CONTROL
 AN0833
 AN0833  NGVD 29 (??/??/92)    1.001  (m)            3.28   (f) ADJ UNCH    2 0
 AN0833
 AN0833.Superseded values are not recommended for survey control.
 AN0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0833.See file dsdata.txt to determine how the superseded data were derived.
 AN0833
 AN0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS334703(NAD 83)
 AN0833_MARKER: DB = BENCH MARK DISK
 AN0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0833_STAMPING: BM 1 1935
 AN0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0833+STABILITY: SURFACE MOTION
 AN0833
 AN0833  HISTORY     - Date     Condition        Report By
 AN0833  HISTORY     - 1935     MONUMENTED       CGS
 AN0833  HISTORY     - 1962     MARK NOT FOUND   NGS
 AN0833  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0833
 AN0833                          STATION DESCRIPTION
 AN0833
 AN0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN0833'1.9 MI NE FROM PORT LAVACA.
 AN0833'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 AN0833'PORT LAVACA, CALHOUN COUNTY, 0.1 MILE SOUTHWEST OF THE SOUTHWEST END
 AN0833'OF LAVACA BAY CAUSEWAY, 50.4 FEET NORTHWEST OF THE CENTER LINE OF THE
 AN0833'HIGHWAY, 27.5 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD ON
 AN0833'THE PROPERTY OF JOHN GARNER OF PORT LAVACA, 3 FEET NORTHEAST OF A
 AN0833'WHITE WOODEN WITNESS POST, AND IN THE RIGHT-OF-WAY FENCE LINE.  A
 AN0833'STANDARD DISK, STAMPED BM 1 1935 AND SET IN THE TOP OF A CONCRETE POST
 AN0833'PROJECTING 0.1 FOOT ABOVE GROUND.
 AN0833
 AN0833                          STATION RECOVERY (1962)
 AN0833
 AN0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AN0833'MARK NOT FOUND.
 AN0833
 AN0833                          STATION RECOVERY (1998)
 AN0833
 AN0833'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0239 ***********************************************************************
 AH0239  DESIGNATION -  TIDAL 1
 AH0239  PID         -  AH0239
 AH0239  STATE/COUNTY-  TX/SAN PATRICIO
 AH0239  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0239
 AH0239                         *CURRENT SURVEY CONTROL
 AH0239  ___________________________________________________________________
 AH0239* NAD 83(1986)-  27 49 16.     (N)    097 11 58.     (W)     SCALED    
 AH0239* NAVD 88     -         3.18   (+/-2cm)      10.4    (feet)  VERTCON   
 AH0239  ___________________________________________________________________
 AH0239  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH0239
 AH0239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0239
 AH0239.The horizontal coordinates were scaled from a topographic map and have
 AH0239.an estimated accuracy of +/- 6 seconds.
 AH0239
 AH0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0239.The vertical order pertains to the NGVD 29 superseded value.
 AH0239
 AH0239.The geoid height was determined by GEOID03.
 AH0239
 AH0239;                    North         East    Units  Estimated Accuracy
 AH0239;SPC TX S     - 5,239,360.      428,130.      MT  (+/- 180 meters Scaled)
 AH0239
 AH0239                          SUPERSEDED SURVEY CONTROL
 AH0239
 AH0239  NGVD 29 (??/??/92)    3.36   (m)           11.0    (f) COMPUTED    2 0
 AH0239
 AH0239.Superseded values are not recommended for survey control.
 AH0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0239.See file dsdata.txt to determine how the superseded data were derived.
 AH0239
 AH0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR773786(NAD 83)
 AH0239_MARKER: DJ = TIDAL STATION DISK
 AH0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0239_STAMPING: NO 1 1934
 AH0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0239+STABILITY: SURFACE MOTION
 AH0239
 AH0239  HISTORY     - Date     Condition        Report By
 AH0239  HISTORY     - 1934     MONUMENTED       CGS
 AH0239  HISTORY     - 1959     GOOD             NGS
 AH0239
 AH0239                          STATION DESCRIPTION
 AH0239
 AH0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0239'6.6 MI SW FROM ARANSAS PASS.
 AH0239'5.4 MILES SOUTHWEST ALONG THE ROAD TO OLD INGLESIDE FROM THE POST
 AH0239'OFFICE AT ARANSAS PASS, SAN PATRICIO COUNTY, 1.2 MILES SOUTHWEST ALONG
 AH0239'THE ROAD LEADING TO HUMBLE OIL CO. DOCK.  43.6 FEET NORTH OF THE NORTH
 AH0239'END OF THE DOCK, AT THE SOUTHWEST CORNER OF THE METAL FOAMITE HOUSE,
 AH0239'AND NEAR THE NORTHEAST CORNER OF THE WATCHMANS OFFICE. A STANDARD
 AH0239'DISK, STAMPED NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST
 AH0239'PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.  NOTE-- EXCAVATION IN THE
 AH0239'AREA, ALL THE HOUSES HAVE BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2801 ***********************************************************************
 AW2801  DESIGNATION -  TIDAL 2
 AW2801  PID         -  AW2801
 AW2801  STATE/COUNTY-  TX/CHAMBERS
 AW2801  USGS QUAD   -  ANAHUAC (1993)
 AW2801
 AW2801                         *CURRENT SURVEY CONTROL
 AW2801  ___________________________________________________________________
 AW2801* NAD 83(1986)-  29 46 16.     (N)    094 41 10.     (W)     SCALED    
 AW2801* NAVD 88     -         2.76   (+/-2cm)       9.1    (feet)  VERTCON   
 AW2801  ___________________________________________________________________
 AW2801  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2801
 AW2801  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2801
 AW2801.The horizontal coordinates were scaled from a topographic map and have
 AW2801.an estimated accuracy of +/- 6 seconds.
 AW2801
 AW2801.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2801.The vertical order pertains to the NGVD 29 superseded value.
 AW2801
 AW2801.The geoid height was determined by GEOID03.
 AW2801
 AW2801;                    North         East    Units  Estimated Accuracy
 AW2801;SPC TXSC     - 4,222,450.    1,017,040.      MT  (+/- 180 meters Scaled)
 AW2801
 AW2801                          SUPERSEDED SURVEY CONTROL
 AW2801
 AW2801  NGVD 29 (??/??/92)    2.765  (m)            9.07   (f) ADJ UNCH    1 2
 AW2801
 AW2801.Superseded values are not recommended for survey control.
 AW2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2801.See file dsdata.txt to determine how the superseded data were derived.
 AW2801
 AW2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN369946(NAD 83)
 AW2801_MARKER: X = CHISELED CROSS
 AW2801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2801_SP_SET: BASE
 AW2801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2801
 AW2801  HISTORY     - Date     Condition        Report By
 AW2801  HISTORY     - UNK      MONUMENTED       CGS
 AW2801  HISTORY     - 1953     GOOD             NGS
 AW2801  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2801  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW2801  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2801  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2801
 AW2801                          STATION DESCRIPTION
 AW2801
 AW2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2801'IN ANAHUAC.
 AW2801'AT ANAHUAC, 235 FEET WEST OF THE BANK BUILDING, AT THE SITE OF AN OLD
 AW2801'ICE PLANT WHICH HAS BEEN TORN DOWN, 62 FEET EAST OF THE EAST BANK OF
 AW2801'THE BAY, 87.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SHEET METAL
 AW2801'BUILDING, 34.5 FEET SOUTHEAST OF A POWER POLE, A CHISELED CROSS ON THE
 AW2801'TOP OF A 3/4 INCH BOLT WHICH IS SET IN THE TOP OF THE NORTHEAST CORNER
 AW2801'OF A BRICK FOUNDATION, IN THE LARGEST ONE OF FOUR BRICK FOUNDATIONS,
 AW2801'2.8 FEET ABOVE THE CONCRETE BASE OF THE BRICK FOUNDATION.
 AW2801
 AW2801                          STATION RECOVERY (1973)
 AW2801
 AW2801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2801'MARK NOT FOUND.
 AW2801
 AW2801                          STATION RECOVERY (1996)
 AW2801
 AW2801'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2801'MARK NOT FOUND.
 AW2801
 AW2801                          STATION RECOVERY (2001)
 AW2801
 AW2801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2801'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2801
 AW2801                          STATION RECOVERY (2005)
 AW2801
 AW2801'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2713 ***********************************************************************
 AW2713  DESIGNATION -  TIDAL 2
 AW2713  PID         -  AW2713
 AW2713  STATE/COUNTY-  TX/GALVESTON
 AW2713  USGS QUAD   -  TEXAS CITY (1994)
 AW2713
 AW2713                         *CURRENT SURVEY CONTROL
 AW2713  ___________________________________________________________________
 AW2713* NAD 83(1986)-  29 27 27.     (N)    094 56 15.     (W)     SCALED    
 AW2713* NAVD 88     -         1.83   (+/-2cm)       6.0    (feet)  VERTCON   
 AW2713  ___________________________________________________________________
 AW2713  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW2713
 AW2713  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2713
 AW2713.The horizontal coordinates were scaled from a topographic map and have
 AW2713.an estimated accuracy of +/- 6 seconds.
 AW2713
 AW2713.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2713.The vertical order pertains to the NGVD 29 superseded value.
 AW2713
 AW2713.The geoid height was determined by GEOID03.
 AW2713
 AW2713;                    North         East    Units  Estimated Accuracy
 AW2713;SPC TXSC     - 4,186,840.      993,960.      MT  (+/- 180 meters Scaled)
 AW2713
 AW2713                          SUPERSEDED SURVEY CONTROL
 AW2713
 AW2713  NGVD 29 (??/??/92)    1.823  (m)            5.98   (f) ADJ UNCH    1 2
 AW2713
 AW2713.Superseded values are not recommended for survey control.
 AW2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2713.See file dsdata.txt to determine how the superseded data were derived.
 AW2713
 AW2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN121602(NAD 83)
 AW2713_MARKER: DB = BENCH MARK DISK
 AW2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2713_STAMPING: NO 2
 AW2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2713+STABILITY: SURFACE MOTION
 AW2713
 AW2713  HISTORY     - Date     Condition        Report By
 AW2713  HISTORY     - UNK      MONUMENTED       CGS
 AW2713  HISTORY     - 1936     GOOD             NGS
 AW2713  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2713
 AW2713                          STATION DESCRIPTION
 AW2713
 AW2713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2713'4.75 MI NNE FROM TEXAS CITY.
 AW2713'3.6 MILES S.E. OF SAN LEON STA ON THE WEST SHORE OF GALVESTON BAY, 2
 AW2713'1/4 MILES EAST-SOUTHEAST OF SAN LEON RAILROAD STATION, ABOUT 2050
 AW2713'METERS SOUTHEAST OF THE INTERSECTION OF THE SOUTH SHORE OF DICKINSON
 AW2713'BAYOU AND THE WEST SHORE OF GALVESTON BAY, ABOUT 1 MILE SOUTHWEST OF
 AW2713'APRIL FOOL POINT, ABOUT 1 MILE NORTHWEST OF MILLER POINT, ABOUT 900
 AW2713'METERS SOUTHEAST OF TRIANGULATION STATION FOOL, 95.1 METERS SOUTH BY
 AW2713'WEST OF TIDAL 1 (MOSES LAKE), AND ABOUT 100 METERS WEST OF THE WEST
 AW2713'SHORE OF GALVESTON BAY.
 AW2713
 AW2713                          STATION RECOVERY (1953)
 AW2713
 AW2713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0419 ***********************************************************************
 AN0419  DESIGNATION -  TIDAL 2
 AN0419  PID         -  AN0419
 AN0419  STATE/COUNTY-  TX/CALHOUN
 AN0419  USGS QUAD   -  SEADRIFT (1973)
 AN0419
 AN0419                         *CURRENT SURVEY CONTROL
 AN0419  ___________________________________________________________________
 AN0419* NAD 83(1986)-  28 24 30.     (N)    096 42 40.     (W)     SCALED    
 AN0419* NAVD 88     -         1.84   (+/-2cm)       6.0    (feet)  VERTCON   
 AN0419  ___________________________________________________________________
 AN0419  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0419
 AN0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0419
 AN0419.The horizontal coordinates were scaled from a topographic map and have
 AN0419.an estimated accuracy of +/- 6 seconds.
 AN0419
 AN0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0419.The vertical order pertains to the NGVD 29 superseded value.
 AN0419
 AN0419.The geoid height was determined by GEOID03.
 AN0419
 AN0419;                    North         East    Units  Estimated Accuracy
 AN0419;SPC TXSC     - 4,065,920.      824,270.      MT  (+/- 180 meters Scaled)
 AN0419
 AN0419                          SUPERSEDED SURVEY CONTROL
 AN0419
 AN0419  NGVD 29 (??/??/92)    1.962  (m)            6.44   (f) ADJ UNCH    2 0
 AN0419
 AN0419.Superseded values are not recommended for survey control.
 AN0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0419.See file dsdata.txt to determine how the superseded data were derived.
 AN0419
 AN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS242445(NAD 83)
 AN0419_MARKER: DJ = TIDAL STATION DISK
 AN0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0419_STAMPING: SEADRIFT NO 2 1935
 AN0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0419+STABILITY: SURFACE MOTION
 AN0419
 AN0419  HISTORY     - Date     Condition        Report By
 AN0419  HISTORY     - 1935     MONUMENTED       CGS
 AN0419  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0419
 AN0419                          STATION DESCRIPTION
 AN0419
 AN0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN0419'IN SEADRIFT.
 AN0419'AT SEADRIFT, CALHOUN COUNTY, NEAR THE SOUTH END OF MAIN STREET, 153
 AN0419'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF BAY SHORE ROAD,
 AN0419'162 FEET SOUTHEAST OF A SMALL WOODEN BRIDGE, 33 FEET NORTH OF THE EDGE
 AN0419'OF THE BLUFF ON THE BAY SHORE, 29.5 FEET SOUTH OF THE CENTERLINE OF
 AN0419'BAY SHORE ROAD, 2 FEET EAST OF A GUYED POWERLINE POLE, AND LEVEL WITH
 AN0419'THE ROAD.  A STANDARD DISK, STAMPED SEADRIFT NO 2 1935 AND SET IN THE
 AN0419'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AN0419
 AN0419                          STATION RECOVERY (1998)
 AN0419
 AN0419'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0336 ***********************************************************************
 AN0336  DESIGNATION -  TIDAL 2
 AN0336  PID         -  AN0336
 AN0336  STATE/COUNTY-  TX/CALHOUN
 AN0336  USGS QUAD   -  PORT O'CONNOR (1973)
 AN0336
 AN0336                         *CURRENT SURVEY CONTROL
 AN0336  ___________________________________________________________________
 AN0336* NAD 83(1986)-  28 26 58.     (N)    096 24 14.     (W)     SCALED    
 AN0336* NAVD 88     -         2.07   (+/-2cm)       6.8    (feet)  VERTCON   
 AN0336  ___________________________________________________________________
 AN0336  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AN0336
 AN0336  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0336
 AN0336.The horizontal coordinates were scaled from a topographic map and have
 AN0336.an estimated accuracy of +/- 6 seconds.
 AN0336
 AN0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0336.The vertical order pertains to the NGVD 29 superseded value.
 AN0336
 AN0336.The geoid height was determined by GEOID03.
 AN0336
 AN0336;                    North         East    Units  Estimated Accuracy
 AN0336;SPC TXSC     - 4,071,110.      854,270.      MT  (+/- 180 meters Scaled)
 AN0336
 AN0336                          SUPERSEDED SURVEY CONTROL
 AN0336
 AN0336  NGVD 29 (??/??/92)    2.170  (m)            7.12   (f) ADJ UNCH    2 0
 AN0336
 AN0336.Superseded values are not recommended for survey control.
 AN0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0336.See file dsdata.txt to determine how the superseded data were derived.
 AN0336
 AN0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS542497(NAD 83)
 AN0336_MARKER: DJ = TIDAL STATION DISK
 AN0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0336_STAMPING: PORT OCONNOR NO 2 1934
 AN0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0336+STABILITY: SURFACE MOTION
 AN0336
 AN0336  HISTORY     - Date     Condition        Report By
 AN0336  HISTORY     - 1934     MONUMENTED       CGS
 AN0336  HISTORY     - 1973     GOOD             NGS
 AN0336  HISTORY     - 19980721 MARK NOT FOUND   USPSQD
 AN0336
 AN0336                          STATION DESCRIPTION
 AN0336
 AN0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0336'IN PORT OCONNOR.
 AN0336'AT PORT OCONNOR, CALHOUN COUNTY, 144 FEET WEST OF THE INTERSECTION OF
 AN0336'ADAMS STREET (STATE HIGHWAY 185) AND PARK AVENUE, 24 FEET SOUTH OF THE
 AN0336'CENTERLINE OF ADAMS STREET, 3 FEET SOUTHEAST OF THE NORTHEAST CORNER
 AN0336'OF A FENCE AROUND THE PICKETT RESIDENCE, 2 FEET EAST OF A WHITE WOODEN
 AN0336'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 AN0336'PORT OCONNOR NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST
 AN0336'PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 AN0336
 AN0336                          STATION RECOVERY (1973)
 AN0336
 AN0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0336'RECOVERED IN GOOD CONDITION.
 AN0336
 AN0336                          STATION RECOVERY (1998)
 AN0336
 AN0336'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0834 ***********************************************************************
 AN0834  DESIGNATION -  TIDAL 2
 AN0834  PID         -  AN0834
 AN0834  STATE/COUNTY-  TX/CALHOUN
 AN0834  USGS QUAD   -  POINT COMFORT (1995)
 AN0834
 AN0834                         *CURRENT SURVEY CONTROL
 AN0834  ___________________________________________________________________
 AN0834* NAD 83(1986)-  28 38 17.     (N)    096 36 49.     (W)     SCALED    
 AN0834* NAVD 88     -         2.21   (+/-2cm)       7.3    (feet)  VERTCON   
 AN0834  ___________________________________________________________________
 AN0834  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN0834
 AN0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0834
 AN0834.The horizontal coordinates were scaled from a topographic map and have
 AN0834.an estimated accuracy of +/- 6 seconds.
 AN0834
 AN0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0834.The vertical order pertains to the NGVD 29 superseded value.
 AN0834
 AN0834.The geoid height was determined by GEOID03.
 AN0834
 AN0834;                    North         East    Units  Estimated Accuracy
 AN0834;SPC TXSC     - 4,091,570.      833,300.      MT  (+/- 180 meters Scaled)
 AN0834
 AN0834                          SUPERSEDED SURVEY CONTROL
 AN0834
 AN0834  NGVD 29 (??/??/92)    2.329  (m)            7.64   (f) ADJ UNCH    2 0
 AN0834
 AN0834.Superseded values are not recommended for survey control.
 AN0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0834.See file dsdata.txt to determine how the superseded data were derived.
 AN0834
 AN0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS332702(NAD 83)
 AN0834_MARKER: DB = BENCH MARK DISK
 AN0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0834_STAMPING: BM 2 1935
 AN0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0834+STABILITY: SURFACE MOTION
 AN0834
 AN0834  HISTORY     - Date     Condition        Report By
 AN0834  HISTORY     - 1935     MONUMENTED       CGS
 AN0834  HISTORY     - 1962     MARK NOT FOUND   USGS
 AN0834  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0834
 AN0834                          STATION DESCRIPTION
 AN0834
 AN0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN0834'1.9 MI NE FROM PORT LAVACA.
 AN0834'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 AN0834'PORT LAVACA, CALHOUN COUNTY, 0.1 MILE SOUTHWEST OF THE SOUTHWEST END
 AN0834'OF LAVACA BAY CAUSEWAY, 186 FEET NORTHWEST OF THE CENTER LINE OF THE
 AN0834'HIGHWAY, 8 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD ON THE
 AN0834'PROPERTY OF JOHN GARNER, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN0834'POST.  A STANDARD DISK, STAMPED BM 2 1935 AND SET IN THE TOP OF A
 AN0834'CONCRETE POST FLUSH WITH THE GROUND.
 AN0834
 AN0834                          STATION RECOVERY (1962)
 AN0834
 AN0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AN0834'MARK NOT FOUND.
 AN0834
 AN0834                          STATION RECOVERY (1998)
 AN0834
 AN0834'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0238 ***********************************************************************
 AH0238  DESIGNATION -  TIDAL 2 A
 AH0238  PID         -  AH0238
 AH0238  STATE/COUNTY-  TX/SAN PATRICIO
 AH0238  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0238
 AH0238                         *CURRENT SURVEY CONTROL
 AH0238  ___________________________________________________________________
 AH0238* NAD 83(1986)-  27 49 16.     (N)    097 11 59.     (W)     SCALED    
 AH0238* NAVD 88     -         3.27   (+/-2cm)      10.7    (feet)  VERTCON   
 AH0238  ___________________________________________________________________
 AH0238  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH0238
 AH0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0238
 AH0238.The horizontal coordinates were scaled from a topographic map and have
 AH0238.an estimated accuracy of +/- 6 seconds.
 AH0238
 AH0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0238.The vertical order pertains to the NGVD 29 superseded value.
 AH0238
 AH0238.The geoid height was determined by GEOID03.
 AH0238
 AH0238;                    North         East    Units  Estimated Accuracy
 AH0238;SPC TX S     - 5,239,360.      428,110.      MT  (+/- 180 meters Scaled)
 AH0238
 AH0238                          SUPERSEDED SURVEY CONTROL
 AH0238
 AH0238  NGVD 29 (??/??/92)    3.45   (m)           11.3    (f) COMPUTED    2 0
 AH0238
 AH0238.Superseded values are not recommended for survey control.
 AH0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0238.See file dsdata.txt to determine how the superseded data were derived.
 AH0238
 AH0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR773786(NAD 83)
 AH0238_MARKER: DJ = TIDAL STATION DISK
 AH0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0238_STAMPING: 2A 1941
 AH0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0238+STABILITY: SURFACE MOTION
 AH0238
 AH0238  HISTORY     - Date     Condition        Report By
 AH0238  HISTORY     - 1941     MONUMENTED       CGS
 AH0238  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0238
 AH0238                          STATION DESCRIPTION
 AH0238
 AH0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0238'6.6 MI SW FROM ARANSAS PASS.
 AH0238'5.4 MILES SOUTHWEST ALONG THE ROAD TO OLD INGLESIDE FROM THE POST
 AH0238'OFFICE AT ARANSAS PASS, SAN PATRICIO COUNTY, 1.2 MILES SOUTHWEST ALONG
 AH0238'THE ROAD TO THE HUMBLE OIL CO. DOCK, 40 FEET NORTH OF TIDAL 1,
 AH0238'DESCRIBED BELOW, 26 FEET NORTH OF THE NORTH WALL OF THE METAL FOAMITE
 AH0238'HOUSE, ON THE CENTERLINE OF THE PUMP HOUSE, AND 1 FOOT WEST OF A WHITE
 AH0238'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 2A 1941 AND SET IN THE
 AH0238'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NOTE-- EXCAVATION
 AH0238'IN THE AREA, ALL THE HOUSES HAVE BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0248 ***********************************************************************
 AB0248  DESIGNATION -  TIDAL 3
 AB0248  PID         -  AB0248
 AB0248  STATE/COUNTY-  TX/CAMERON
 AB0248  USGS QUAD   -  PORT ISABEL (1983)
 AB0248
 AB0248                         *CURRENT SURVEY CONTROL
 AB0248  ___________________________________________________________________
 AB0248* NAD 83(1986)-  26 03 39.     (N)    097 12 56.     (W)     SCALED    
 AB0248* NAVD 88     -         4.024  (meters)      13.20   (feet)  ADJUSTED  
 AB0248  ___________________________________________________________________
 AB0248  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB0248  DYNAMIC HT  -           4.017 (meters)      13.18  (feet)  COMP
 AB0248  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AB0248
 AB0248  VERT ORDER  -  FIRST     CLASS II
 AB0248
 AB0248.The horizontal coordinates were scaled from a topographic map and have
 AB0248.an estimated accuracy of +/- 6 seconds.
 AB0248
 AB0248.The orthometric height was determined by differential leveling
 AB0248.and adjusted by the National Geodetic Survey in June 1991..
 AB0248
 AB0248.The geoid height was determined by GEOID03.
 AB0248
 AB0248.The dynamic height is computed by dividing the NAVD 88
 AB0248.geopotential number by the normal gravity value computed on the
 AB0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0248.degrees latitude (g = 980.6199 gals.).
 AB0248
 AB0248.The modeled gravity was interpolated from observed gravity values.
 AB0248
 AB0248;                    North         East    Units  Estimated Accuracy
 AB0248;SPC TX S     - 5,044,330.      428,530.      MT  (+/- 180 meters Scaled)
 AB0248
 AB0248                          SUPERSEDED SURVEY CONTROL
 AB0248
 AB0248  NGVD 29 (??/??/92)    4.130  (m)           13.55   (f) ADJ UNCH    1 2
 AB0248
 AB0248.Superseded values are not recommended for survey control.
 AB0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0248.See file dsdata.txt to determine how the superseded data were derived.
 AB0248
 AB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP785836(NAD 83)
 AB0248_MARKER: DD = SURVEY DISK
 AB0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0248_STAMPING: 788 43 + 97.2 0.813 1935
 AB0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0248+STABILITY: SURFACE MOTION
 AB0248
 AB0248  HISTORY     - Date     Condition        Report By
 AB0248  HISTORY     - 1935     MONUMENTED       TXHD
 AB0248  HISTORY     - 1951     GOOD             NGS
 AB0248  HISTORY     - 1987     GOOD             USPSQD
 AB0248  HISTORY     - 19910306 GOOD             USPSQD
 AB0248
 AB0248                          STATION DESCRIPTION
 AB0248
 AB0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0248'IN PORT ISABEL.
 AB0248'AT PORT ISABEL, AT THE TURNING BASIN, 10.3 FEET NORTHEAST OF THE WEST
 AB0248'CORNER OF THE MAIN WHARF BUILDING, 88.6 FEET SOUTHWEST OF BENCH MARK
 AB0248'TIDAL 2, 22 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHWEST DOOR
 AB0248'OF THE BUILDING, THE TOP OF THE LETTER T IN TEXAS IN A SHIELD SHAPED
 AB0248'BRASS TABLET SET VERTICALLY NEAR THE TOP OF A CONCRETE POST WHICH
 AB0248'PROJECTS 2.4 FEET ABOVE THE GROUND.
 AB0248
 AB0248                          STATION RECOVERY (1987)
 AB0248
 AB0248'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0248'RECOVERED IN GOOD CONDITION.
 AB0248
 AB0248                          STATION RECOVERY (1991)
 AB0248
 AB0248'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3719 ***********************************************************************
 AW3719  DESIGNATION -  TIDAL 3
 AW3719  PID         -  AW3719
 AW3719  STATE/COUNTY-  TX/HARRIS
 AW3719  USGS QUAD   -  PARK PLACE (1995)
 AW3719
 AW3719                         *CURRENT SURVEY CONTROL
 AW3719  ___________________________________________________________________
 AW3719* NAD 83(1986)-  29 43 25.     (N)    095 16 10.     (W)     SCALED    
 AW3719* NAVD 88     -         3.84   (+/-2cm)      12.6    (feet)  VERTCON   
 AW3719  ___________________________________________________________________
 AW3719  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3719
 AW3719  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3719
 AW3719.The horizontal coordinates were scaled from a topographic map and have
 AW3719.an estimated accuracy of +/- 6 seconds.
 AW3719
 AW3719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3719.The vertical order pertains to the NGVD 29 superseded value.
 AW3719
 AW3719.The geoid height was determined by GEOID03.
 AW3719
 AW3719;                    North         East    Units  Estimated Accuracy
 AW3719;SPC TXSC     - 4,215,250.      960,840.      MT  (+/- 180 meters Scaled)
 AW3719
 AW3719                          SUPERSEDED SURVEY CONTROL
 AW3719
 AW3719  NGVD 29 (??/??/92)    3.835  (m)           12.58   (f) ADJ UNCH    1 2
 AW3719
 AW3719.Superseded values are not recommended for survey control.
 AW3719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3719.See file dsdata.txt to determine how the superseded data were derived.
 AW3719
 AW3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN804903(NAD 83)
 AW3719_MARKER: DJ = TIDAL STATION DISK
 AW3719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3719_SP_SET: RETAINING WALL
 AW3719_STAMPING: 3 1931
 AW3719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3719
 AW3719  HISTORY     - Date     Condition        Report By
 AW3719  HISTORY     - 1931     MONUMENTED       CGS
 AW3719  HISTORY     - 1964     GOOD             NGS
 AW3719  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 AW3719
 AW3719                          STATION DESCRIPTION
 AW3719
 AW3719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3719'4.35 MI W FROM PASADENA.
 AW3719'ABOUT 2.3 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH END
 AW3719'OF THE WASHBURN TUNNEL AT PASADENA, THENCE 0.45 MILE WEST ACROSS THE
 AW3719'SHIP CHANNEL, THENCE 1.6 MILES NORTHWEST ALONG THE SOUTHWEST SIDE OF
 AW3719'THE SHIP CHANNEL, ON PROPERTY BELONGING TO THE STAR CEMENT COMPANY,
 AW3719'125 1/2 FEET WEST OF A WIRE MESH FENCE BETWEEN THE STAR CEMENT COMPANY
 AW3719'AND THE GENERAL MILLS FLOUR COMPANY, 22 1/2 FEET EAST OF THE EAST EDGE
 AW3719'OF AN OVERHEAD CONVEYOR, 3 1/2 FEET NORTH OF THE NORTHEAST CORNER OF A
 AW3719'PUMP HOUSE, 3 FEET SOUTH OF A HEDGE, SET IN THE TOP OF THE NORTHEAST
 AW3719'CORNER OF A CONCRETE RETAINING WALL AROUND A STAIRWAY LEADING TO THE
 AW3719'BASEMENT OF THE PUMP HOUSE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF A
 AW3719'SIDEWALK.
 AW3719
 AW3719                          STATION RECOVERY (1996)
 AW3719
 AW3719'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3656 ***********************************************************************
 AW3656  DESIGNATION -  TIDAL 3
 AW3656  PID         -  AW3656
 AW3656  STATE/COUNTY-  TX/HARRIS
 AW3656  USGS QUAD   -  PASADENA (1995)
 AW3656
 AW3656                         *CURRENT SURVEY CONTROL
 AW3656  ___________________________________________________________________
 AW3656* NAD 83(1986)-  29 43 34.     (N)    095 12 36.     (W)     SCALED    
 AW3656* NAVD 88     -         3.52   (+/-2cm)      11.5    (feet)  VERTCON   
 AW3656  ___________________________________________________________________
 AW3656  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3656
 AW3656  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3656
 AW3656.The horizontal coordinates were scaled from a topographic map and have
 AW3656.an estimated accuracy of +/- 6 seconds.
 AW3656
 AW3656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3656.The vertical order pertains to the NGVD 29 superseded value.
 AW3656
 AW3656.The geoid height was determined by GEOID03.
 AW3656
 AW3656;                    North         East    Units  Estimated Accuracy
 AW3656;SPC TXSC     - 4,215,710.      966,580.      MT  (+/- 180 meters Scaled)
 AW3656
 AW3656                          SUPERSEDED SURVEY CONTROL
 AW3656
 AW3656  NGVD 29 (??/??/92)    3.512  (m)           11.52   (f) ADJ UNCH    1 2
 AW3656
 AW3656.Superseded values are not recommended for survey control.
 AW3656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3656.See file dsdata.txt to determine how the superseded data were derived.
 AW3656
 AW3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN862904(NAD 83)
 AW3656_MARKER: DJ = TIDAL STATION DISK
 AW3656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3656_SP_SET: WALL
 AW3656_STAMPING: 3 1931
 AW3656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3656
 AW3656  HISTORY     - Date     Condition        Report By
 AW3656  HISTORY     - 1931     MONUMENTED       CGS
 AW3656  HISTORY     - 1964     GOOD             NGS
 AW3656  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW3656
 AW3656                          STATION DESCRIPTION
 AW3656
 AW3656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3656'IN PASADENA.
 AW3656'ABOUT 0.3 MILE NORTH OF THE SOUTH END OF THE WASHBURN TUNNEL AT
 AW3656'PASADENA, ON PROPERTY BELONGING TO THE CROWN PETROLEUM COMPANY, ABOUT
 AW3656'0.15 MILE NORTHEAST ACROSS THE TUNNEL FROM BUFFALO 1931, 42 FEET WEST
 AW3656'OF THE NORTHWEST CORNER OF A SMALL METAL BUILDING, ABOUT 50 FEET SOUTH
 AW3656'OF THE SOUTH BANK OF THE HOUSTON SHIP CHANNEL, 12 FEET EAST OF A STEEL
 AW3656'BULKHEAD, SET IN THE TOP OF THE NORTHWEST CORNER OF A BRICK WALL
 AW3656'AROUND AN OIL TRAP, 2 FEET EAST OF THE NORTHWEST CORNER OF THE WALL,
 AW3656'AND ABOUT 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW3656
 AW3656                          STATION RECOVERY (1994)
 AW3656
 AW3656'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2712 ***********************************************************************
 AW2712  DESIGNATION -  TIDAL 3
 AW2712  PID         -  AW2712
 AW2712  STATE/COUNTY-  TX/GALVESTON
 AW2712  USGS QUAD   -  TEXAS CITY (1994)
 AW2712
 AW2712                         *CURRENT SURVEY CONTROL
 AW2712  ___________________________________________________________________
 AW2712* NAD 83(1986)-  29 27 24.     (N)    094 56 16.     (W)     SCALED    
 AW2712* NAVD 88     -         2.10   (+/-2cm)       6.9    (feet)  VERTCON   
 AW2712  ___________________________________________________________________
 AW2712  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW2712
 AW2712  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2712
 AW2712.The horizontal coordinates were scaled from a topographic map and have
 AW2712.an estimated accuracy of +/- 6 seconds.
 AW2712
 AW2712.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2712.The vertical order pertains to the NGVD 29 superseded value.
 AW2712
 AW2712.The geoid height was determined by GEOID03.
 AW2712
 AW2712;                    North         East    Units  Estimated Accuracy
 AW2712;SPC TXSC     - 4,186,750.      993,930.      MT  (+/- 180 meters Scaled)
 AW2712
 AW2712                          SUPERSEDED SURVEY CONTROL
 AW2712
 AW2712  NGVD 29 (??/??/92)    2.098  (m)            6.88   (f) ADJ UNCH    1 2
 AW2712
 AW2712.Superseded values are not recommended for survey control.
 AW2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2712.See file dsdata.txt to determine how the superseded data were derived.
 AW2712
 AW2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN120601(NAD 83)
 AW2712_MARKER: DJ = TIDAL STATION DISK
 AW2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2712_STAMPING: NO 3
 AW2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2712+STABILITY: SURFACE MOTION
 AW2712
 AW2712  HISTORY     - Date     Condition        Report By
 AW2712  HISTORY     - UNK      MONUMENTED       CGS
 AW2712  HISTORY     - 1936     GOOD             NGS
 AW2712
 AW2712                          STATION DESCRIPTION
 AW2712
 AW2712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2712'4.75 MI NNE FROM TEXAS CITY.
 AW2712'4 3/4 MILES NORTH-NORTHEAST OF ON THE WEST SHORE OF GALVESTON BAY, 2
 AW2712'1/4 MILES EAST-SOUTHEAST OF SAN LEON RAILROAD STATION, ABOUT 2000
 AW2712'METERS SOUTHEAST OF THE INTERSECTION OF THE SOUTH SHORE OF DICKINSON
 AW2712'BAYOU AND THE WEST SHORE OF GALVESTON BAY, ABOUT 1 MILE SOUTHWEST OF
 AW2712'APRIL FOOL POINT, ABOUT 1 MILE NORTHWEST OF MILLER POINT, ABOUT 166
 AW2712'METERS WEST OF THE WEST SHORE OF GALVESTON BAY, 130 METERS WEST OF
 AW2712'TIDAL 1 (MOSES LAKE), AND 93.4 METERS SOUTHWEST OF TIDAL 2 (MOSES
 AW2712'LAKE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0418 ***********************************************************************
 AN0418  DESIGNATION -  TIDAL 3
 AN0418  PID         -  AN0418
 AN0418  STATE/COUNTY-  TX/CALHOUN
 AN0418  USGS QUAD   -  SEADRIFT (1973)
 AN0418
 AN0418                         *CURRENT SURVEY CONTROL
 AN0418  ___________________________________________________________________
 AN0418* NAD 83(1986)-  28 24 30.     (N)    096 42 39.     (W)     SCALED    
 AN0418* NAVD 88     -         2.15   (+/-2cm)       7.1    (feet)  VERTCON   
 AN0418  ___________________________________________________________________
 AN0418  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0418
 AN0418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0418
 AN0418.The horizontal coordinates were scaled from a topographic map and have
 AN0418.an estimated accuracy of +/- 6 seconds.
 AN0418
 AN0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0418.The vertical order pertains to the NGVD 29 superseded value.
 AN0418
 AN0418.The geoid height was determined by GEOID03.
 AN0418
 AN0418;                    North         East    Units  Estimated Accuracy
 AN0418;SPC TXSC     - 4,065,920.      824,300.      MT  (+/- 180 meters Scaled)
 AN0418
 AN0418                          SUPERSEDED SURVEY CONTROL
 AN0418
 AN0418  NGVD 29 (??/??/92)    2.270  (m)            7.45   (f) ADJ UNCH    2 0
 AN0418
 AN0418.Superseded values are not recommended for survey control.
 AN0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0418.See file dsdata.txt to determine how the superseded data were derived.
 AN0418
 AN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS242445(NAD 83)
 AN0418_MARKER: DJ = TIDAL STATION DISK
 AN0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0418_STAMPING: SEADRIFT NO 3 1935
 AN0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0418+STABILITY: SURFACE MOTION
 AN0418
 AN0418  HISTORY     - Date     Condition        Report By
 AN0418  HISTORY     - 1935     MONUMENTED       CGS
 AN0418  HISTORY     - 1951     POOR             USGS
 AN0418  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 AN0418  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0418
 AN0418                          STATION DESCRIPTION
 AN0418
 AN0418'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AN0418'IN SEADRIFT.
 AN0418'AT SEADRIFT, CALHOUN COUNTY, NEAR THE SOUTH END OF MAIN STREET, AT THE
 AN0418'INTERSECTION OF BAY SHORE ROAD, 63 FEET WEST OF THE CENTERLINE OF MAIN
 AN0418'STREET, 39 FEET NORTH OF THE CENTERLINE OF BAY SHORE ROAD, 2.5 FEET
 AN0418'EAST OF A POWERLINE POLE, AND LEVEL WITH THE STREET.  A STANDARD DISK,
 AN0418'STAMPED SEADRIFT NO 3 1935 AND SET IN THE TOP OF A CONCRETE POST
 AN0418'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AN0418
 AN0418                          STATION RECOVERY (1992)
 AN0418
 AN0418'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0418'MARK NOT FOUND.
 AN0418
 AN0418                          STATION RECOVERY (1998)
 AN0418
 AN0418'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0337 ***********************************************************************
 AN0337  DESIGNATION -  TIDAL 3
 AN0337  PID         -  AN0337
 AN0337  STATE/COUNTY-  TX/CALHOUN
 AN0337  USGS QUAD   -  PORT O'CONNOR (1973)
 AN0337
 AN0337                         *CURRENT SURVEY CONTROL
 AN0337  ___________________________________________________________________
 AN0337* NAD 83(1986)-  28 27 00.     (N)    096 24 13.     (W)     SCALED    
 AN0337* NAVD 88     -         2.21   (+/-2cm)       7.3    (feet)  VERTCON   
 AN0337  ___________________________________________________________________
 AN0337  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AN0337
 AN0337  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0337
 AN0337.The horizontal coordinates were scaled from a topographic map and have
 AN0337.an estimated accuracy of +/- 6 seconds.
 AN0337
 AN0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0337.The vertical order pertains to the NGVD 29 superseded value.
 AN0337
 AN0337.The geoid height was determined by GEOID03.
 AN0337
 AN0337;                    North         East    Units  Estimated Accuracy
 AN0337;SPC TXSC     - 4,071,170.      854,290.      MT  (+/- 180 meters Scaled)
 AN0337
 AN0337                          SUPERSEDED SURVEY CONTROL
 AN0337
 AN0337  NGVD 29 (??/??/92)    2.312  (m)            7.59   (f) ADJ UNCH    2 0
 AN0337
 AN0337.Superseded values are not recommended for survey control.
 AN0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0337.See file dsdata.txt to determine how the superseded data were derived.
 AN0337
 AN0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS542497(NAD 83)
 AN0337_MARKER: DJ = TIDAL STATION DISK
 AN0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0337_STAMPING: PORT OCONNOR NO 3 1934
 AN0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0337+STABILITY: SURFACE MOTION
 AN0337
 AN0337  HISTORY     - Date     Condition        Report By
 AN0337  HISTORY     - 1934     MONUMENTED       CGS
 AN0337  HISTORY     - 1973     MARK NOT FOUND   NGS
 AN0337  HISTORY     - 19980721 MARK NOT FOUND   USPSQD
 AN0337
 AN0337                          STATION DESCRIPTION
 AN0337
 AN0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0337'IN PORT OCONNOR.
 AN0337'AT PORT OCONNOR, CALHOUN COUNTY, 220 FEET NORTH OF THE INTERSECTION OF
 AN0337'ADAMS STREET (STATE HIGHWAY 185) AND PARK AVENUE, 26 FEET WEST OF THE
 AN0337'CENTERLINE OF PARK AVENUE, 8 FEET WEST OF A POLE, 2.5 FEET SOUTH OF
 AN0337'THE SOUTHEAST CORNER OF THE FENCE AROUND THE GOLDMAN RESIDENCE AND 3
 AN0337'FEET EAST OF WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED PORT
 AN0337'OCONNOR NO 3 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 AN0337'FOOT ABOVE GROUND.
 AN0337
 AN0337                          STATION RECOVERY (1973)
 AN0337
 AN0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0337'MARK NOT FOUND.
 AN0337
 AN0337                          STATION RECOVERY (1998)
 AN0337
 AN0337'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0242 ***********************************************************************
 AH0242  DESIGNATION -  TIDAL 3
 AH0242  PID         -  AH0242
 AH0242  STATE/COUNTY-  TX/SAN PATRICIO
 AH0242  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0242
 AH0242                         *CURRENT SURVEY CONTROL
 AH0242  ___________________________________________________________________
 AH0242* NAD 83(1986)-  27 49 17.     (N)    097 11 58.     (W)     SCALED    
 AH0242* NAVD 88     -         3.72   (+/-2cm)      12.2    (feet)  VERTCON   
 AH0242  ___________________________________________________________________
 AH0242  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH0242
 AH0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0242
 AH0242.The horizontal coordinates were scaled from a topographic map and have
 AH0242.an estimated accuracy of +/- 6 seconds.
 AH0242
 AH0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0242.The vertical order pertains to the NGVD 29 superseded value.
 AH0242
 AH0242.The geoid height was determined by GEOID03.
 AH0242
 AH0242;                    North         East    Units  Estimated Accuracy
 AH0242;SPC TX S     - 5,239,390.      428,130.      MT  (+/- 180 meters Scaled)
 AH0242
 AH0242                          SUPERSEDED SURVEY CONTROL
 AH0242
 AH0242  NGVD 29 (??/??/92)    3.90   (m)           12.8    (f) COMPUTED    2 0
 AH0242
 AH0242.Superseded values are not recommended for survey control.
 AH0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0242.See file dsdata.txt to determine how the superseded data were derived.
 AH0242
 AH0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR773787(NAD 83)
 AH0242_MARKER: DJ = TIDAL STATION DISK
 AH0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0242_STAMPING: NO 3 1934
 AH0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0242+STABILITY: SURFACE MOTION
 AH0242
 AH0242  HISTORY     - Date     Condition        Report By
 AH0242  HISTORY     - 1934     MONUMENTED       CGS
 AH0242  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0242
 AH0242                          STATION DESCRIPTION
 AH0242
 AH0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0242'6.6 MI SW FROM ARANSAS PASS.
 AH0242'5.4 MILES SOUTHWEST ALONG THE ROAD TO OLD INGLESIDE FROM THE POST
 AH0242'OFFICE AT ARANSAS PASS, SAN PATRICIO COUNTY, 1.2 MILES SOUTHWEST ALONG
 AH0242'THE ROAD TO THE HUMBLE OIL CO. DOCK.  218 FEET WEST-SOUTHWEST OF TIDAL
 AH0242'1, DESCRIBED ABOVE, 8 FEET WEST OF THE FIRST POWERLINE POLE WEST OF
 AH0242'THE PUMP HOUSE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A
 AH0242'STANDARD DISK, STAMPED NO 3 1934 AND SET IN THE TOP OF A CONCRETE POST
 AH0242'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0660 ***********************************************************************
 AW0660  DESIGNATION -  TIDAL 3=A USE
 AW0660  PID         -  AW0660
 AW0660  STATE/COUNTY-  TX/GALVESTON
 AW0660  USGS QUAD   -  GALVESTON (1994)
 AW0660
 AW0660                         *CURRENT SURVEY CONTROL
 AW0660  ___________________________________________________________________
 AW0660* NAD 83(1986)-  29 19 47.     (N)    094 46 23.     (W)     SCALED    
 AW0660* NAVD 88     -         2.09   (+/-2cm)       6.9    (feet)  VERTCON   
 AW0660  ___________________________________________________________________
 AW0660  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0660  OBS GRAVITY -     979,256.8   (mgal)                       GRAV_OBS
 AW0660
 AW0660  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0660
 AW0660.The horizontal coordinates were scaled from a topographic map and have
 AW0660.an estimated accuracy of +/- 6 seconds.
 AW0660
 AW0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0660.The vertical order pertains to the NGVD 29 superseded value.
 AW0660
 AW0660.The geoid height was determined by GEOID03.
 AW0660.The observed gravity was obtained from relative gravimeter ties
 AW0660.to the IGSN71 gravity network.
 AW0660
 AW0660;                    North         East    Units  Estimated Accuracy
 AW0660;SPC TXSC     - 4,173,260.    1,010,410.      MT  (+/- 180 meters Scaled)
 AW0660
 AW0660                          SUPERSEDED SURVEY CONTROL
 AW0660
 AW0660  NGVD 29 (??/??/92)    2.08   (m)            6.8    (f) COMPUTED    1 2
 AW0660
 AW0660.Superseded values are not recommended for survey control.
 AW0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0660.See file dsdata.txt to determine how the superseded data were derived.
 AW0660
 AW0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN278458(NAD 83)
 AW0660_MARKER: B = BOLT
 AW0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0660_SP_SET: FOUNDATION
 AW0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0660
 AW0660  HISTORY     - Date     Condition        Report By
 AW0660  HISTORY     - UNK      MONUMENTED       USE
 AW0660  HISTORY     - 1964     GOOD             NGS
 AW0660  HISTORY     - 1973     GOOD             NGS
 AW0660  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0660
 AW0660                          STATION DESCRIPTION
 AW0660
 AW0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0660'3.45 MI N FROM GALVESTON.
 AW0660'ABOUT 1.1 MILES NORTHEAST ALONG STRAND STREET FROM THE UNION STATION
 AW0660'AT GALVESTON, THENCE 0.15 MILE SOUTH ALONG 9TH STREET, THENCE 0.75
 AW0660'MILE NORTHEAST ALONG MARKET STREET, THENCE 1.05 MILES NORTH ALONG
 AW0660'STATE HIGHWAY 87, THENCE 0.4 MILE NORTHEAST ALONG A PAVED ROAD, ABOUT
 AW0660'0.2 MILE NORTHEAST OF THE GALVESTON-PORT BOLIVAR FERRY LANDING, ABOUT
 AW0660'178 YARDS WEST OF THE WEST CORNER OF THE U.S. CORPS OF ENGINEERS
 AW0660'OFFICE, A BRASS BOLT IN THE SOUTHWEST FACE OF A CONCRETE FOUNDATION
 AW0660'WHICH IS ALL THAT REMAINS OF A WOODEN BUILDING, 4 1/2 FEET NORTHWEST
 AW0660'OF THE SOUTH CORNER OF THE FOUNDATION, ABOUT 6 INCHES BELOW BENCH MARK
 AW0660'TIDAL 4, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND. NOTE--
 AW0660'THE BOLT HAS BEEN BROKEN OFF FLUSH WITH THE FOUNDATION AND NOW HAS A
 AW0660'HORIZONTAL LINE ON THE END OF THE BOLT.
 AW0660
 AW0660                          STATION RECOVERY (1973)
 AW0660
 AW0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0660'RECOVERED IN GOOD CONDITION.
 AW0660
 AW0660                          STATION RECOVERY (1978)
 AW0660
 AW0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0660'SEARCHED FOR NOT RECOVERED, INADEQUATE DESCRIPTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0659 ***********************************************************************
 AW0659  DESIGNATION -  TIDAL 4
 AW0659  PID         -  AW0659
 AW0659  STATE/COUNTY-  TX/GALVESTON
 AW0659  USGS QUAD   -  GALVESTON (1994)
 AW0659
 AW0659                         *CURRENT SURVEY CONTROL
 AW0659  ___________________________________________________________________
 AW0659* NAD 83(1986)-  29 19 47.     (N)    094 46 23.     (W)     SCALED    
 AW0659* NAVD 88     -         2.27   (+/-2cm)       7.4    (feet)  VERTCON   
 AW0659  ___________________________________________________________________
 AW0659  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0659
 AW0659  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0659
 AW0659.The horizontal coordinates were scaled from a topographic map and have
 AW0659.an estimated accuracy of +/- 6 seconds.
 AW0659
 AW0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0659.The vertical order pertains to the NGVD 29 superseded value.
 AW0659
 AW0659.The geoid height was determined by GEOID03.
 AW0659
 AW0659;                    North         East    Units  Estimated Accuracy
 AW0659;SPC TXSC     - 4,173,260.    1,010,410.      MT  (+/- 180 meters Scaled)
 AW0659
 AW0659                          SUPERSEDED SURVEY CONTROL
 AW0659
 AW0659  NGVD 29 (??/??/92)    2.271  (m)            7.45   (f) ADJ UNCH    1 2
 AW0659
 AW0659.Superseded values are not recommended for survey control.
 AW0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0659.See file dsdata.txt to determine how the superseded data were derived.
 AW0659
 AW0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN278458(NAD 83)
 AW0659_MARKER: B = BOLT
 AW0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0659_SP_SET: FOUNDATION
 AW0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0659
 AW0659  HISTORY     - Date     Condition        Report By
 AW0659  HISTORY     - UNK      MONUMENTED       CGS
 AW0659  HISTORY     - 1964     GOOD             NGS
 AW0659  HISTORY     - 1973     GOOD             NGS
 AW0659  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0659  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0659  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW0659
 AW0659                          STATION DESCRIPTION
 AW0659
 AW0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0659'3.45 MI N FROM GALVESTON.
 AW0659'ABOUT 1.1 MILES NORTHEAST ALONG STRAND STREET FROM THE UNION STATION
 AW0659'AT GALVESTON, THENCE 0.15 MILE SOUTH ALONG 9TH STREET, THENCE 0.75
 AW0659'MILE NORTHEAST ALONG MARKET STREET, THENCE 1.05 MILES NORTH ALONG
 AW0659'STATE HIGHWAY 87, THENCE 0.4 MILE NORTHEAST ALONG A PAVED ROAD, ABOUT
 AW0659'0.2 MILE NORTHEAST OF THE GALVESTON-PORT BOLIVAR FERRY LANDING, ABOUT
 AW0659'178 YARDS WEST OF THE WEST CORNER OF THE U.S. CORPS OF ENGINEERS
 AW0659'OFFICE, A BRASS BOLT IN THE SOUTHWEST FACE OF A CONCRETE FOUNDATION
 AW0659'WHICH IS ALL THAT REMAINS OF A WOODEN BUILDING, 4 1/2 FEET NORTHWEST
 AW0659'OF THE SOUTH CORNER OF THE FOUNDATION, ABOUT 6 INCHES ABOVE BENCH MARK
 AW0659'TIDAL 3=A (U.S.E.), AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 AW0659
 AW0659                          STATION RECOVERY (1973)
 AW0659
 AW0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0659'RECOVERED IN GOOD CONDITION.
 AW0659
 AW0659                          STATION RECOVERY (1978)
 AW0659
 AW0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0659'SEARCHED FOR BUT NOT RECOVERED, INADEQUATE DESCRIPTIONS.
 AW0659
 AW0659                          STATION RECOVERY (1999)
 AW0659
 AW0659'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0659'MARK NOT FOUND.
 AW0659
 AW0659                          STATION RECOVERY (2004)
 AW0659
 AW0659'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0321 ***********************************************************************
 AM0321  DESIGNATION -  TIDAL 4
 AM0321  PID         -  AM0321
 AM0321  STATE/COUNTY-  TX/BRAZORIA
 AM0321  USGS QUAD   -  FREEPORT (1974)
 AM0321
 AM0321                         *CURRENT SURVEY CONTROL
 AM0321  ___________________________________________________________________
 AM0321* NAD 83(1986)-  28 56 43.     (N)    095 18 31.     (W)     SCALED    
 AM0321* NAVD 88     -         2.41   (+/-2cm)       7.9    (feet)  VERTCON   
 AM0321  ___________________________________________________________________
 AM0321  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0321
 AM0321  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0321
 AM0321.The horizontal coordinates were scaled from a topographic map and have
 AM0321.an estimated accuracy of +/- 6 seconds.
 AM0321
 AM0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0321.The vertical order pertains to the NGVD 29 superseded value.
 AM0321
 AM0321.The geoid height was determined by GEOID03.
 AM0321
 AM0321;                    North         East    Units  Estimated Accuracy
 AM0321;SPC TXSC     - 4,128,910.      959,770.      MT  (+/- 180 meters Scaled)
 AM0321
 AM0321                          SUPERSEDED SURVEY CONTROL
 AM0321
 AM0321  NGVD 29 (??/??/92)    2.44   (m)            8.0    (f) COMPUTED    1 2
 AM0321
 AM0321.Superseded values are not recommended for survey control.
 AM0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0321.See file dsdata.txt to determine how the superseded data were derived.
 AM0321
 AM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN749041(NAD 83)
 AM0321_MARKER: DJ = TIDAL STATION DISK
 AM0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0321_STAMPING: NO 4
 AM0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0321+STABILITY: SURFACE MOTION
 AM0321
 AM0321  HISTORY     - Date     Condition        Report By
 AM0321  HISTORY     - UNK      MONUMENTED       CGS
 AM0321  HISTORY     - 1959     GOOD             NGS
 AM0321
 AM0321                          STATION DESCRIPTION
 AM0321
 AM0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AM0321'4.25 MI SE FROM VELASCO.
 AM0321'ABOUT 1.1 MILES SOUTHEAST ALONG FARM ROAD 523 FROM THE JUNCTION OF
 AM0321'STATE HIGHWAY 288 AT VELASCO, THENCE ABOUT 3.0 MILES SOUTHEAST ALONG A
 AM0321'PAVED ROAD LEADING TO THE BRAZOS RIVER LIGHTHOUSE, THENCE ABOUT 0.15
 AM0321'MILE SOUTH ALONG A SHELL ROAD TO THE LIGHTHOUSE, 150 FEET
 AM0321'NORTH-NORTHWEST OF THE NORTH LEG OF THE LIGHTHOUSE TOWER, 83 FEET
 AM0321'NORTH OF THE NORTHWEST CORNER OF AN ENGINE HOUSE, 36 FEET
 AM0321'EAST-NORTHEAST OF A POLE SUPPORTING A TRANSFORMER, 1 1/2 FEET SOUTH OF
 AM0321'THE FENCE AROUND THE LIGHTHOUSE BUILDINGS, AND IN THE TOP OF A
 AM0321'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2614 ***********************************************************************
 AW2614  DESIGNATION -  TIDAL 4 OFFATS BAYOU
 AW2614  PID         -  AW2614
 AW2614  STATE/COUNTY-  TX/GALVESTON
 AW2614  USGS QUAD   -  GALVESTON (1994)
 AW2614
 AW2614                         *CURRENT SURVEY CONTROL
 AW2614  ___________________________________________________________________
 AW2614* NAD 83(1986)-  29 17 22.     (N)    094 52 03.     (W)     SCALED    
 AW2614* NAVD 88     -         2.33   (+/-2cm)       7.6    (feet)  VERTCON   
 AW2614  ___________________________________________________________________
 AW2614  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW2614
 AW2614  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2614
 AW2614.The horizontal coordinates were scaled from a topographic map and have
 AW2614.an estimated accuracy of +/- 6 seconds.
 AW2614
 AW2614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2614.The vertical order pertains to the NGVD 29 superseded value.
 AW2614
 AW2614.The geoid height was determined by GEOID03.
 AW2614
 AW2614;                    North         East    Units  Estimated Accuracy
 AW2614;SPC TXSC     - 4,168,470.    1,001,400.      MT  (+/- 180 meters Scaled)
 AW2614
 AW2614                          SUPERSEDED SURVEY CONTROL
 AW2614
 AW2614  NGVD 29 (??/??/92)    2.33   (m)            7.6    (f) COMPUTED    1 2
 AW2614
 AW2614.Superseded values are not recommended for survey control.
 AW2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2614.See file dsdata.txt to determine how the superseded data were derived.
 AW2614
 AW2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN185415(NAD 83)
 AW2614_MARKER: X = CHISELED CROSS
 AW2614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2614_SP_SET: FOUNDATION
 AW2614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2614
 AW2614  HISTORY     - Date     Condition        Report By
 AW2614  HISTORY     - UNK      MONUMENTED       CGS
 AW2614  HISTORY     - 1942     GOOD             NGS
 AW2614  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW2614  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW2614  HISTORY     - 20031205 MARK NOT FOUND   USPSQD
 AW2614
 AW2614                          STATION DESCRIPTION
 AW2614
 AW2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW2614'IN GALVESTON.
 AW2614'ABOUT 4.8 MILES WEST ALONG U.S. HIGHWAY NO. 75 FROM TWENTY-FIFTH
 AW2614'STREET IN GALVESTON, ABOUT 2.2 MILES WEST OF THE CITY LIMIT, AT SIGNAL
 AW2614'STATION ISLAND, AT THE CAUSEWAY SERVICE STATION, AND ON TOP OF THE
 AW2614'MIDDLE OF THE CONCRETE FOUNDATION OF THE WEST COLUMN.  MARK IS A
 AW2614'CHISELED CROSS.  NOTE-- THE CAUSEWAY SERVICE STATION HAS BEEN
 AW2614'CONVERTED INTO LIVING QUARTERS AND IS NO LONGER USED AS A SERVICE
 AW2614'STATION.
 AW2614
 AW2614                          STATION RECOVERY (1999)
 AW2614
 AW2614'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2614'MARK NOT FOUND.
 AW2614
 AW2614                          STATION RECOVERY (2001)
 AW2614
 AW2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2614'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW2614
 AW2614                          STATION RECOVERY (2003)
 AW2614
 AW2614'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0242 ***********************************************************************
 AB0242  DESIGNATION -  TIDAL 4 TXHD
 AB0242  PID         -  AB0242
 AB0242  STATE/COUNTY-  TX/CAMERON
 AB0242  USGS QUAD   -  PORT ISABEL (1983)
 AB0242
 AB0242                         *CURRENT SURVEY CONTROL
 AB0242  ___________________________________________________________________
 AB0242* NAD 83(1986)-  26 04 16.     (N)    097 13 11.     (W)     SCALED    
 AB0242* NAVD 88     -         4.868  (meters)      15.97   (feet)  ADJUSTED  
 AB0242  ___________________________________________________________________
 AB0242  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 AB0242  DYNAMIC HT  -           4.860 (meters)      15.94  (feet)  COMP
 AB0242  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AB0242
 AB0242  VERT ORDER  -  FIRST     CLASS II
 AB0242
 AB0242.The horizontal coordinates were scaled from a topographic map and have
 AB0242.an estimated accuracy of +/- 6 seconds.
 AB0242
 AB0242.The orthometric height was determined by differential leveling
 AB0242.and adjusted by the National Geodetic Survey in June 1991..
 AB0242
 AB0242.The geoid height was determined by GEOID03.
 AB0242
 AB0242.The dynamic height is computed by dividing the NAVD 88
 AB0242.geopotential number by the normal gravity value computed on the
 AB0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0242.degrees latitude (g = 980.6199 gals.).
 AB0242
 AB0242.The modeled gravity was interpolated from observed gravity values.
 AB0242
 AB0242;                    North         East    Units  Estimated Accuracy
 AB0242;SPC TX S     - 5,045,460.      428,100.      MT  (+/- 180 meters Scaled)
 AB0242
 AB0242                          SUPERSEDED SURVEY CONTROL
 AB0242
 AB0242  NGVD 29 (??/??/92)    4.975  (m)           16.32   (f) ADJ UNCH    1 2
 AB0242
 AB0242.Superseded values are not recommended for survey control.
 AB0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0242.See file dsdata.txt to determine how the superseded data were derived.
 AB0242
 AB0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP780847(NAD 83)
 AB0242_MARKER: Z = SEE DESCRIPTION
 AB0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0242_SP_SET: MONUMENT
 AB0242_MARK LOGO: TXHD  
 AB0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0242
 AB0242  HISTORY     - Date     Condition        Report By
 AB0242  HISTORY     - 1936     MONUMENTED       TXHD
 AB0242  HISTORY     - 1951     GOOD             NGS
 AB0242  HISTORY     - 1982     GOOD             NGS
 AB0242  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0242  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0242
 AB0242                          STATION DESCRIPTION
 AB0242
 AB0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0242'0.9 MI W FROM PORT ISABEL.
 AB0242'0.9 MILE WEST ALONG STATE HIGHWAY 100 FROM THE LIGHTHOUSE AT PORT
 AB0242'ISABEL, AT A JUNCTION WITH A ROAD LEADING SOUTH TO THE PORT ISABEL
 AB0242'TURNING BASIN, AT THE NORTH EDGE OF A SMALL PARK FORMED BY THE ROAD
 AB0242'JUNCTION, 159 FEET SOUTHEAST OF THE SOUTHEAST CABIN OF THE BLUE MARLIN
 AB0242'MOTEL, 56 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTH
 AB0242'OF A SET OF STEPS, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, THE FIGURE 6
 AB0242'IN 1936 ON A BRONZE PLATE INSCRIBED IMPROVED BY THE NATIONAL YOUTH
 AB0242'ADMINISTRATION COOPERATING WITH THE TEXAS HIGHWAY DEPARTMENT 1936, SET
 AB0242'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 1.3 FEET ABOVE THE
 AB0242'GROUND.
 AB0242
 AB0242                          STATION RECOVERY (1982)
 AB0242
 AB0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0242'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB0242'HOUSE IN PORT ISABEL, AT THE JUNCTION OF PORT ROAD LEADING SOUTH TO
 AB0242'THE PORT ISABEL TURNING BASIN, SET AT THE NORTH EDGE OF A SMALL PARK
 AB0242'FORMED BY THE ROAD JUNCTION, THE FIGURE 6 IN 1936 ON A BRONZE PLATE
 AB0242'INSCRIBED IMPROVED BY THE NATIONAL YOUTH ADMINISTRATION COOPERATION
 AB0242'WITH THE TEXAS HIGHWAY DEPARTMENT 1936 IS THE HIGH POINT AND SET IN
 AB0242'THE TOP OF A SMALL CONCRETE MONUMENT, NOTE, NOT LEVELED TO IN 1981 DUE
 AB0242'TO THE NEW TYPE LEVEL RODS, PROBABLY COULD NOT GET ON THE HIGH POINT,
 AB0242'30.4 METERS (100.0 FT) WEST OF A LARGE POWER POLE NUMBER A 6762,
 AB0242'19.6 METERS (64.5 FT) EAST OF A LARGE POWER POLE NUMBER 68, AND
 AB0242'5.6 METERS (18.5 FT) SOUTH OF THE SOUTH CURB OF STATE HIGHWAY 100.
 AB0242'THE MARK IS 0.4 M ABOVE GROUND.
 AB0242
 AB0242                          STATION RECOVERY (1987)
 AB0242
 AB0242'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0242'MARK NOT FOUND.
 AB0242
 AB0242                          STATION RECOVERY (1991)
 AB0242
 AB0242'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1400 ***********************************************************************
 AN1400  DESIGNATION -  TIDAL MARK 2
 AN1400  PID         -  AN1400
 AN1400  STATE/COUNTY-  TX/ARANSAS
 AN1400  USGS QUAD   -  ROCKPORT (1979)
 AN1400
 AN1400                         *CURRENT SURVEY CONTROL
 AN1400  ___________________________________________________________________
 AN1400* NAD 83(1986)-  28 01 20.     (N)    097 02 57.     (W)     SCALED    
 AN1400* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 AN1400  ___________________________________________________________________
 AN1400  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1400
 AN1400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1400
 AN1400.The horizontal coordinates were scaled from a topographic map and have
 AN1400.an estimated accuracy of +/- 6 seconds.
 AN1400
 AN1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1400.The vertical order pertains to the NGVD 29 superseded value.
 AN1400
 AN1400.The geoid height was determined by GEOID03.
 AN1400
 AN1400;                    North         East    Units  Estimated Accuracy
 AN1400;SPC TXSC     - 4,022,540.      791,860.      MT  (+/- 180 meters Scaled)
 AN1400
 AN1400                          SUPERSEDED SURVEY CONTROL
 AN1400
 AN1400  NGVD 29 (??/??/92)    1.05   (m)            3.4    (f) COMPUTED    2 0
 AN1400
 AN1400.Superseded values are not recommended for survey control.
 AN1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1400.See file dsdata.txt to determine how the superseded data were derived.
 AN1400
 AN1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS917011(NAD 83)
 AN1400_MARKER: DJ = TIDAL STATION DISK
 AN1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1400_STAMPING: NO. 2 1934
 AN1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1400+STABILITY: SURFACE MOTION
 AN1400
 AN1400  HISTORY     - Date     Condition        Report By
 AN1400  HISTORY     - 1934     MONUMENTED       CGS
 AN1400  HISTORY     - 1942     GOOD             NGS
 AN1400
 AN1400                          STATION DESCRIPTION
 AN1400
 AN1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1400'IN ROCKPORT.
 AN1400'TIDAL BENCH MARK IS ABOUT 500.0 FEET EAST OF THE CITY ROUTE OF STATE
 AN1400'HIGHWAY NO. 35, ABOUT 100.0 FEET WEST OF THE EAST END OF A METAL
 AN1400'BUILDING THAT EXTENDS OUT OVER THE WATER.  IT IS 3.3 FEET NORTH OF THE
 AN1400'NORTH WALL OF THE BUILDING, AT ABOUT THE CENTER, 2.0 FEET EAST OF A 4
 AN1400'X 4 INCH WOODEN MARKER POST.  MONUMENT IS FLUSH WITH THE TOP OF THE
 AN1400'GROUND.  STAMPED NO. 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2578 ***********************************************************************
 AW2578  DESIGNATION -  TIDAL RM C
 AW2578  PID         -  AW2578
 AW2578  STATE/COUNTY-  TX/GALVESTON
 AW2578  USGS QUAD   -  GALVESTON (1994)
 AW2578
 AW2578                         *CURRENT SURVEY CONTROL
 AW2578  ___________________________________________________________________
 AW2578* NAD 83(1986)-  29 21 51.     (N)    094 46 37.     (W)     SCALED    
 AW2578* NAVD 88     -         1.39   (+/-2cm)       4.6    (feet)  VERTCON   
 AW2578  ___________________________________________________________________
 AW2578  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW2578
 AW2578  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2578
 AW2578.The horizontal coordinates were scaled from a topographic map and have
 AW2578.an estimated accuracy of +/- 6 seconds.
 AW2578
 AW2578.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2578.The vertical order pertains to the NGVD 29 superseded value.
 AW2578
 AW2578.The geoid height was determined by GEOID03.
 AW2578
 AW2578;                    North         East    Units  Estimated Accuracy
 AW2578;SPC TXSC     - 4,177,060.    1,009,890.      MT  (+/- 180 meters Scaled)
 AW2578
 AW2578                          SUPERSEDED SURVEY CONTROL
 AW2578
 AW2578  NGVD 29 (??/??/92)    1.385  (m)            4.54   (f) ADJ UNCH    1 2
 AW2578
 AW2578.Superseded values are not recommended for survey control.
 AW2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2578.See file dsdata.txt to determine how the superseded data were derived.
 AW2578
 AW2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN275496(NAD 83)
 AW2578_MARKER: DD = SURVEY DISK
 AW2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2578+STABILITY: SURFACE MOTION
 AW2578
 AW2578  HISTORY     - Date     Condition        Report By
 AW2578  HISTORY     - UNK      MONUMENTED       USE
 AW2578  HISTORY     - 1951     GOOD             NGS
 AW2578  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2578  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW2578  HISTORY     - 20000510 MARK NOT FOUND   USPSQD
 AW2578  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 AW2578  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AW2578  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW2578
 AW2578                          STATION DESCRIPTION
 AW2578
 AW2578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW2578'IN PORT BOLIVAR.
 AW2578'AT PORT BOLIVAR, 0.65 MILE WEST OF THE LIGHTHOUSE, 0.1 MILE NORTHEAST
 AW2578'OF THE FERRY LANDING, 260 FEET NORTHWEST OF THE CENTER LINE OF STATE
 AW2578'HIGHWAY 87, 97 FEET NORTH OF THE CENTER OF A GATE, 36 FEET NORTHWEST
 AW2578'OF THE CENTER LINE OF AN OLD RAILROAD FILL, 128 FEET EAST OF BENCH
 AW2578'MARK TIDAL 2, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT
 AW2578'BELOW THE TOP OF THE GROUND.
 AW2578
 AW2578                          STATION RECOVERY (1953)
 AW2578
 AW2578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2578'MARK NOT FOUND.
 AW2578
 AW2578                          STATION RECOVERY (1999)
 AW2578
 AW2578'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2578'MARK NOT FOUND.
 AW2578
 AW2578                          STATION RECOVERY (2000)
 AW2578
 AW2578'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW2578'MARK NOT FOUND.
 AW2578
 AW2578                          STATION RECOVERY (2001)
 AW2578
 AW2578'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW2578'MARK NOT FOUND.
 AW2578
 AW2578                          STATION RECOVERY (2003)
 AW2578
 AW2578'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2578'MARK NOT FOUND.
 AW2578
 AW2578                          STATION RECOVERY (2004)
 AW2578
 AW2578'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2639 ***********************************************************************
 AX2639  DESIGNATION -  TIEKEN
 AX2639  PID         -  AX2639
 AX2639  STATE/COUNTY-  TX/GUADALUPE
 AX2639  USGS QUAD   -  GERONIMO (1994)
 AX2639
 AX2639                         *CURRENT SURVEY CONTROL
 AX2639  ___________________________________________________________________
 AX2639* NAD 83(1993)-  29 43 05.11770(N)    097 59 54.17315(W)     ADJUSTED  
 AX2639* NAVD 88     -       221.0    (meters)     725.     (feet)  VERTCON   
 AX2639  ___________________________________________________________________
 AX2639  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AX2639  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AX2639
 AX2639  HORZ ORDER  -  FIRST
 AX2639
 AX2639.The horizontal coordinates were established by classical geodetic methods
 AX2639.and adjusted by the National Geodetic Survey in February 1996..
 AX2639
 AX2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2639
 AX2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2639
 AX2639.The geoid height was determined by GEOID03.
 AX2639
 AX2639;                    North         East     Units Scale Factor Converg.
 AX2639;SPC TXSC     - 4,209,296.984   696,902.155   MT  0.99988553   +0 29 26.5
 AX2639;SPC TXSC     -13,810,001.86  2,286,419.82   sFT  0.99988553   +0 29 26.5
 AX2639;UTM  14      - 3,287,967.724   596,878.196   MT  0.99971580   +0 29 47.7
 AX2639
 AX2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2639!SPC TXSC     -   0.99996936  x   0.99988553  =   0.99985490
 AX2639!UTM  14      -   0.99996936  x   0.99971580  =   0.99968517
 AX2639
 AX2639|---------------------------------------------------------------------|
 AX2639| PID    Reference Object                     Distance      Geod. Az  |
 AX2639|                                                           dddmmss.s |
 AX2639| CV6490 TIEKEN RM                            24.413 METERS 08715     |
 AX2639| AX2634 LIGHT COLOR ROUND TK E SEGUIN       APPROX.18.0 KM 1513135.5 |
 AX2639| AY1794 HERNDON                             APPROX.22.2 KM 2101632.1 |
 AX2639| AY1787 NEW BRAUNFELS STANDPIPE             APPROX.12.2 KM 2590306.1 |
 AX2639| AY1786 NEW BRAUNFELS MASS BASE SPIRE       APPROX.12.2 KM 2610619.2 |
 AX2639| AY1788 NEW BRAUNFELS COURTHOUSE TOWER      APPROX.12.4 KM 2623023.1 |
 AX2639| AY1798 NEW BRAUNFELS CATH CH SPIRE         APPROX.12.7 KM 2624147.0 |
 AX2639|---------------------------------------------------------------------|
 AX2639
 AX2639                          SUPERSEDED SURVEY CONTROL
 AX2639
 AX2639  NAD 83(1986)-  29 43 05.12466(N)    097 59 54.15392(W) AD(       ) 1
 AX2639  NAD 27      -  29 43 04.31700(N)    097 59 53.13400(W) AD(       ) 1
 AX2639  NGVD 29 (07/19/86)  220.9    (m)          725.     (f) VERT ANG       
 AX2639
 AX2639.Superseded values are not recommended for survey control.
 AX2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2639.See file dsdata.txt to determine how the superseded data were derived.
 AX2639
 AX2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT9687887968(NAD 83)
 AX2639_MARKER: N = NAIL
 AX2639_SETTING: 0 = UNSPECIFIED SETTING
 AX2639
 AX2639  HISTORY     - Date     Condition        Report By
 AX2639  HISTORY     - 1903     MONUMENTED       CGS
 AX2639  HISTORY     - 1924     SEE DESCRIPTION  CGS
 AX2639  HISTORY     - 1935     GOOD             CGS
 AX2639  HISTORY     - 1937     GOOD             TXHD
 AX2639  HISTORY     - 1956     GOOD             AMS
 AX2639  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2639
 AX2639                          STATION DESCRIPTION
 AX2639
 AX2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AX2639'STATION IS ABOUT 10-1/2 MILES NW FROM SEGUIN, AND ABOUT 8-1/2
 AX2639'MILES DIRECT AND 11 MILES BY ROAD E OF N FROM NEW BRAUNFELS,
 AX2639'1 MILE DIRECT OR 1-3/4 MILES BY ROAD, N 15 DEG E (TRUE) FROM
 AX2639'THE ERBAND AND FISHER COUNTRY STORE AND ON THE HIGHEST PART OF A
 AX2639'RIDGE IN A COTTON FIELD ON LAND OWNED BY MR. BADING, WHO LIVES
 AX2639'ABOUT 1/4 MILE W OF THE STATION.  IN 1903 LAND BELONGED TO A
 AX2639'MR. TIEKEN.  STATION IS 26 METERS (85 FEET) W OF A N-S FENCE
 AX2639'AND IS 150 METERS (492 FEET) N OF A PRIVATE ROADWAY LEADING
 AX2639'TO MR. BADINGS HOUSE FROM THE E.  STATION WAS ORIGINALLY
 AX2639'MARKED AT SURFACE BY A NAIL IN AN IRON PIPE SET IN CONCRETE.
 AX2639'IT WAS RECOVERED IN 1924 AND SURFACE MARK REPORTED TO BE A
 AX2639'STANDARD BRONZE DISK SET IN CONCRETE BLOCK.  IT IS PROBABLE
 AX2639'THAT THE NAIL OF ORIGINAL MARK WAS REPLACED WITH STANDARD
 AX2639'DISK STATION MARK.  UNDERGROUND MARK IS NAIL IN IRON PIPE
 AX2639'SET IN CONCRETE.  IN 1924 THIS WAS REPORTED AS A NAIL IN
 AX2639'CONCRETE BLOCK.  IN 1924 A REFERENCE MARK WAS SET CONSISTING OF
 AX2639'STANDARD BRONZE DISK IN CONCRETE POST.  IT IS IN THE FENCE
 AX2639'LINE TO EASTWARD, AND IS 24.413 METERS (80.09 FEET) FROM
 AX2639'STATION, IN AZIMUTH 267 DEG 15 MIN.  THE REFERENCE MARK SET IN 1903
 AX2639'IS A NAIL IN IRON PIPE SET IN CONCRETE.  IT IS AT THE
 AX2639'CORNER OF THE FENCE AT THE S EDGE OF THE FIELD AND AT THE N
 AX2639'EDGE OF THE BRUSH, 0.6 METER (2.0 FEET) N AND 0.17 METER (0.6
 AX2639'FOOT) W OF THE CORNER POST AND 114.112 METERS (374.38 FEET)
 AX2639'FROM THE STATION N 43 DEG 26 MIN E.  DISTANCES
 AX2639'AND BEARINGS TO VARIOUS POINTS ARE--CHIMNEY OF CHRISTIAN BROWNS
 AX2639'HOUSE, ABOUT 1-1/4 MILES, N 46 DEG 09 MIN W.  CHIMNEY OF MR.
 AX2639'TIEKENS HOUSE, ABOUT 700 METERS (2,297 FEET) N 76 DEG 19 MIN E.
 AX2639'IN 1924 STATION WAS REACHED FROM ERBAND AND FISHERS COUNTRY
 AX2639'STORE BY GOING E 1/2 MILE TO ROAD LEADING N, THEN N ABOUT 1 MILE
 AX2639'TO FOOT OF HILL, AND THROUGH GATE TO W LEADING TO MR. BADINGS
 AX2639'HOUSE.  ELEVATION OF STATION, 220.9 METERS (725 FEET).
 AX2639
 AX2639                          STATION RECOVERY (1935)
 AX2639
 AX2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AX2639'THIS STATON WAS FOUND AS DESCRIBED, AND IN EXCELLENT CONDITION.
 AX2639'IT IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE, AND IS
 AX2639'IN A CORN FIELD OWNED BY MR. BADING.  THE DISTANCES GIVEN IN
 AX2639'THE OLD DESCRIPTION TO FENCE AND ROAD ARE CORRECT.  THE NEW
 AX2639'REFERENCE MARK IS IN EXCELLENT CONDITION.  IT IS ON THE FENCE
 AX2639'LINE OF A N-AND-S FENCE E OF THE STATION.  THE OLD REFERENCE
 AX2639'MARK SET IN 1903 HAS APPARENTLY BEEN DESTROYED.  THE DESCRIBED
 AX2639'LOCATION OF THIS MARK NOW FALLS IN A COTTON FIELD AND THE
 AX2639'MARK HAS APPARENTLY BEEN PLOWED UP SINCE LARGE PIECES OF
 AX2639'CONCRETE WERE FOUND NEAR THE DESCRIBED LOCATION.  TO REACH
 AX2639'THE STATION FROM EIBAND AND FISHER STORE AT BARBARUSSE, GO E
 AX2639'0.65 MILE TO ROAD LEADING N.  GO N ON THIS ROAD 1.0 MILE TO
 AX2639'FOOT OF HILL, AND GATE LEADING W TO BADINGS HOUSE.  GO
 AX2639'THROUGH GATE AND FOLLOW PRIVATE ROAD W, DISTANCE 0.35 MILE, TO
 AX2639'POINT OPPOSITE STATION.  LEAVE CAR AT THIS POINT AND FOLLOW
 AX2639'N-AND-S FENCE N UPHILL TO NEW REFERENCE MARK.  TURN W AND
 AX2639'GO 80 FEET TO STATION.
 AX2639
 AX2639                          STATION RECOVERY (1937)
 AX2639
 AX2639'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AX2639'STATION AND REFERENCE MARK 1924 WERE RECOVERED IN GOOD CONDITION
 AX2639'AND AS DESCRIBED.  REFERENCE MARK 1903 COULD NOT BE FOUND.
 AX2639'DIRECTIONS FOR REACHING STATION ARE SATISFACTORY.  THE STORE
 AX2639'OWNED BY ERBAND AND FISHER IS KNOWN AS THE BOB RUSSELL STORE.
 AX2639
 AX2639                          STATION RECOVERY (1956)
 AX2639
 AX2639'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AX2639'THE STATION MARK WAS RECOVERED BUT IT APPARENTLY HAS BEEN MOVED
 AX2639'SINCE THE DISTANCE TO THE R.M. SET IN 1924 DOES NOT CHECK.
 AX2639'THE 1924 DISTANCE IS 80.09 FEET.  THE PRESENT DISTANCE IS 47 FEET.
 AX2639'THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
 AX2639'
 AX2639'THE SUBSURFACE MARK WAS FOUND DESTROYED.
 AX2639
 AX2639                          STATION RECOVERY (1999)
 AX2639
 AX2639'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0460 ***********************************************************************
 BQ0460  DESIGNATION -  TIERRA
 BQ0460  PID         -  BQ0460
 BQ0460  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0460  USGS QUAD   -  VIEJA PASS (1978)
 BQ0460
 BQ0460                         *CURRENT SURVEY CONTROL
 BQ0460  ___________________________________________________________________
 BQ0460* NAD 83(1993)-  30 34 47.47009(N)    104 42 24.95013(W)     ADJUSTED  
 BQ0460* NAVD 88     -      1763.     (meters)    5784.     (feet)  SCALED    
 BQ0460  ___________________________________________________________________
 BQ0460  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 BQ0460  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BQ0460
 BQ0460  HORZ ORDER  -  FIRST
 BQ0460
 BQ0460.The horizontal coordinates were established by classical geodetic methods
 BQ0460.and adjusted by the National Geodetic Survey in February 1996..
 BQ0460
 BQ0460.The orthometric height was scaled from a topographic map.
 BQ0460
 BQ0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0460
 BQ0460.The geoid height was determined by GEOID03.
 BQ0460
 BQ0460;                    North         East     Units Scale Factor Converg.
 BQ0460;SPC TX C     - 3,109,476.828   280,629.123   MT  0.99990863   -2 15 09.6
 BQ0460;SPC TX C     -10,201,675.23    920,697.38   sFT  0.99990863   -2 15 09.6
 BQ0460;SPC TXSC     - 4,317,765.220    52,751.824   MT  1.00009913   -2 47 45.2
 BQ0460;SPC TXSC     -14,165,868.06    173,069.94   sFT  1.00009913   -2 47 45.2
 BQ0460;UTM  13      - 3,383,077.145   528,100.155   MT  0.99960974   +0 08 56.7
 BQ0460
 BQ0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0460!SPC TX C     -   0.99972686  x   0.99990863  =   0.99963552
 BQ0460!SPC TXSC     -   0.99972686  x   1.00009913  =   0.99982596
 BQ0460!UTM  13      -   0.99972686  x   0.99960974  =   0.99933671
 BQ0460
 BQ0460:                Primary Azimuth Mark                     Grid Az
 BQ0460:SPC TX C     -  TIERRA AZ MK                             177 43 12.0
 BQ0460:SPC TXSC     -  TIERRA AZ MK                             178 15 47.6
 BQ0460:UTM  13      -  TIERRA AZ MK                             175 19 05.7
 BQ0460
 BQ0460|---------------------------------------------------------------------|
 BQ0460| PID    Reference Object                     Distance      Geod. Az  |
 BQ0460|                                                           dddmmss.s |
 BQ0460| CH9761 TIERRA AZ MK                                       1752802.4 |
 BQ0460| CH9762 TIERRA RM 1                          10.150 METERS 23322     |
 BQ0460| CH9763 TIERRA RM 2                          21.028 METERS 35051     |
 BQ0460|---------------------------------------------------------------------|
 BQ0460
 BQ0460                          SUPERSEDED SURVEY CONTROL
 BQ0460
 BQ0460  NAD 83(1986)-  30 34 47.46997(N)    104 42 24.94957(W) AD(       ) 1
 BQ0460  NAD 27      -  30 34 46.95200(N)    104 42 23.21100(W) AD(       ) 1
 BQ0460
 BQ0460.Superseded values are not recommended for survey control.
 BQ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0460.See file dsdata.txt to determine how the superseded data were derived.
 BQ0460
 BQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP2810083077(NAD 83)
 BQ0460_MARKER: DS = TRIANGULATION STATION DISK
 BQ0460_SETTING: 80 = SET IN A BOULDER
 BQ0460_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BQ0460
 BQ0460  HISTORY     - Date     Condition        Report By
 BQ0460  HISTORY     - 1934     MONUMENTED       CGS
 BQ0460  HISTORY     - 1958     GOOD             AMS
 BQ0460
 BQ0460                          STATION DESCRIPTION
 BQ0460
 BQ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0460'ABOUT 13 MILES WEST OF VALENTINE AND 4 MILES WEST OF JOE WILSONS
 BQ0460'RANCH.  IT IS ON THE RIM AT THE WEST EDGE OF THE TIERRA VIEJA
 BQ0460'MOUNTAINS AND ON THE HIGHEST GROUND IN THE VICINITY, ALTHOUGH
 BQ0460'THE RIM IS ABOUT THE SAME ELEVATION TO THE SOUTH OF THE STATION.
 BQ0460'THE STATION MARK IS 25 FEET EAST OF THE EDGE OF THE RIM, 15
 BQ0460'FEET NORTH OF A ROCK PILE, IS SET IN A BURIED BOULDER AND
 BQ0460'PROJECTS 2 INCHES.
 BQ0460'
 BQ0460'TO REACH FROM VALENTINE, GO WEST ON U.S. HIGHWAY 90 0.4 MILE
 BQ0460'TO WHERE IT CROSSES THE SOUTHERN PACIFIC RAILROAD TRACKS,
 BQ0460'CONTINUE WEST ON U.S. HIGHWAY 90 FOR 1.0 MILE TO PLAIN GRADED
 BQ0460'ROAD LEADING WEST.  LEAVE U.S. HIGHWAY 90 AND GO WEST ON THE
 BQ0460'GRADED ROAD 0.8 MILE TO A CATTLEGUARD, CROSS CATTLEGUARD AND
 BQ0460'TAKE LEFT FORK ON GRADED ROAD 0.40 MILE TO A FORK AT CORRUGATED
 BQ0460'IRON CULVERT, TAKE RIGHT FORK ON PLAIN DIRT ROAD AND CONTINUE
 BQ0460'WEST 0.6 MILE TO ANOTHER FORK, TAKE LEFT FORK AND CONTINUE
 BQ0460'0.30 MILE TO A CATTLEGUARD.  CROSS GUARD AND KEEP STRAIGHT
 BQ0460'AHEAD AT FORKS AND CONTINUE WEST FOR 3.6 MILES TO ANOTHER
 BQ0460'FORK.  TAKE LEFT FORK STRAIGHT AHEAD, PASSING ABOUT 200 YARDS SOUTH
 BQ0460'OF A RANCH HOUSE AND WINDMILL AND CONTINUE 0.80 MILE TO A
 BQ0460'CATTLEGUARD.  CROSS CATTLEGUARD AND CONTINUE WEST 1.7 MILES
 BQ0460'TO JOE WILSONS RANCH.  FROM THE RANCH HOUSE DRIVE WEST
 BQ0460'ALONG NORTH SIDE OF FENCE ON PLAIN ROAD 0.2 MILE TO FENCE
 BQ0460'CORNER, PASS FENCE CORNER AND CONTINUE 0.50 MILE
 BQ0460'THROUGH MESQUITE TO A WIRE GATE.  PASS THROUGH GATE AND
 BQ0460'CONTINUE WEST TOWARD LONE WINDMILL ON ONLY PLAIN ROAD 1.6
 BQ0460'MILES.  PASS AROUND GULCHES 50 YARDS SOUTH OF WINDMILL SHACK
 BQ0460'AND TANK, CIRCLE AROUND CLOSE TO WEST SIDE OF WINDMILL AND
 BQ0460'PICK UP DIM ROAD LEADING NORTHWEST AND WEST.  FOLLOW THIS
 BQ0460'ROAD WHICH LEADS UP THE MOUTH OF A LARGE CANYON WHICH IS
 BQ0460'THE FIRST CANYON SOUTH OF A LARGE FAN SHAPED RIDGE WITH
 BQ0460'GRAY ERODED CLIFFS NEAR ITS HEAD.  THE DISTANCE FROM THE
 BQ0460'WINDMILL TO THE MOUTH OF THE CANYON IS 2.0 MILES.  END OF TRUCK
 BQ0460'TRAVEL.  PICK UP HORSE TRAIL LEADING UP RIDGE ON NORTH SIDE
 BQ0460'OF THE CANYON.  FOLLOW THIS TRAIL TO THE TOP OF RIM ROCK,
 BQ0460'PASSING THROUGH GATE AND FENCE NEAR TOP OF RIM.  CONTINUE
 BQ0460'WESTWARD ON GENTLY SLOPING MESA TO THE HIGHEST POINT AND
 BQ0460'STATION NEAR THE EDGE OF THE RIM.  GOOD HORSE TRAIL ALL THE
 BQ0460'WAY.  THE TRIP REQUIRES ABOUT AN HOUR WITH HORSES.  HORSES
 BQ0460'ARE AVAILABLE AT JOE WILSONS RANCH.  FROM THE PORCH ON THE
 BQ0460'WEST SIDE OF WILSONS HOUSE THE STATION BEARS SLIGHTLY TO THE
 BQ0460'SOUTH OF THE FENCE CORNER 0.2 MILES WEST OF THE HOUSE.
 BQ0460'
 BQ0460'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BQ0460'BRONZE DISKS SET AS DESCRIBED.
 BQ0460'
 BQ0460'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 3 FEET EAST
 BQ0460'OF THE EDGE OF THE RIM, EAST SIDE FLUSH WITH THE GROUND AND
 BQ0460'WEST SIDE PROJECTS 1-1/2 FEET.
 BQ0460'
 BQ0460'REFERENCE MARK NO. 2 IS NORTH OF THE STATION AND 10 FEET EAST
 BQ0460'OF THE RIM, PROJECTING 4 INCHES.
 BQ0460'
 BQ0460'AZIMUTH MARK IS SOUTH OF THE STATION AND ABOUT 100 FEET EAST
 BQ0460'OF THE EDGE OF THE RIM.
 BQ0460'
 BQ0460'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BQ0460
 BQ0460                          STATION RECOVERY (1958)
 BQ0460
 BQ0460'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0460'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BQ0460'
 BQ0460'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE HILL, NEAR
 BQ0460'EDGE OF RIM.  15 FEET N OF CENTER OF ROCK PILE.  27 FEET E
 BQ0460'OF SHEER DROP TO W.  71 FEET N OF INDENT IN CLIFF WALL.  97
 BQ0460'FEET S OF INDENT IN CLIFF WALL.  194 FEET NW OF ROAD INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1035 ***********************************************************************
 GK1035  DESIGNATION -  TIERRA
 GK1035  PID         -  GK1035
 GK1035  STATE/COUNTY-  TX/LIPSCOMB
 GK1035  USGS QUAD   -  LAKE FRYER NE (1973)
 GK1035
 GK1035                         *CURRENT SURVEY CONTROL
 GK1035  ___________________________________________________________________
 GK1035* NAD 83(1993)-  36 11 06.59401(N)    100 30 06.22038(W)     ADJUSTED  
 GK1035* NAVD 88     -       830.     (meters)    2723.     (feet)  SCALED    
 GK1035  ___________________________________________________________________
 GK1035  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 GK1035  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GK1035
 GK1035  HORZ ORDER  -  FIRST
 GK1035
 GK1035.The horizontal coordinates were established by classical geodetic methods
 GK1035.and adjusted by the National Geodetic Survey in February 1996..
 GK1035
 GK1035.The orthometric height was scaled from a topographic map.
 GK1035
 GK1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1035
 GK1035.The geoid height was determined by GEOID03.
 GK1035
 GK1035;                    North         East     Units Scale Factor Converg.
 GK1035;SPC TX N     - 1,242,877.467   289,795.527   MT  1.00000043   +0 34 42.7
 GK1035;SPC TX N     - 4,077,673.82    950,770.82   sFT  1.00000043   +0 34 42.7
 GK1035;UTM  14      - 4,005,531.204   364,965.218   MT  0.99982467   -0 53 12.3
 GK1035
 GK1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1035!SPC TX N     -   0.99987408  x   1.00000043  =   0.99987451
 GK1035!UTM  14      -   0.99987408  x   0.99982467  =   0.99969877
 GK1035
 GK1035:                Primary Azimuth Mark                     Grid Az
 GK1035:SPC TX N     -  TIERRA AZ MK                             003 44 37.5
 GK1035:UTM  14      -  TIERRA AZ MK                             005 12 32.5
 GK1035
 GK1035|---------------------------------------------------------------------|
 GK1035| PID    Reference Object                     Distance      Geod. Az  |
 GK1035|                                                           dddmmss.s |
 GK1035| CL3428 TIERRA AZ MK                                       0041920.2 |
 GK1035| CL3429 TIERRA RM 1                          26.669 METERS 02605     |
 GK1035| CL3430 TIERRA RM 2                          27.046 METERS 29132     |
 GK1035|---------------------------------------------------------------------|
 GK1035
 GK1035                          SUPERSEDED SURVEY CONTROL
 GK1035
 GK1035  NAD 83(1993)-  36 11 06.59425(N)    100 30 06.22033(W) AD(       ) 1
 GK1035  NAD 83(1986)-  36 11 06.60030(N)    100 30 06.20873(W) AD(       ) 1
 GK1035  NAD 27      -  36 11 06.46600(N)    100 30 04.70800(W) AD(       ) 1
 GK1035
 GK1035.Superseded values are not recommended for survey control.
 GK1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1035.See file dsdata.txt to determine how the superseded data were derived.
 GK1035
 GK1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6496505531(NAD 83)
 GK1035_MARKER: DS = TRIANGULATION STATION DISK
 GK1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1035
 GK1035  HISTORY     - Date     Condition        Report By
 GK1035  HISTORY     - 1952     MONUMENTED       CGS
 GK1035
 GK1035                          STATION DESCRIPTION
 GK1035
 GK1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1035'THE STATION IS LOCATED ON A HIGH SECTION OF PASTURE LAND OWNED
 GK1035'BY MR. JACK PORTER.  IT IS LOCATED AIRLINE ABOUT 18 MILES SOUTH
 GK1035'OF BOOKER, ABOUT 7 MILES NORTHEAST OF NOLTA, AND ABOUT 1/4
 GK1035'MILE EAST-NORTHEAST OF A WIND MILL.
 GK1035'
 GK1035'THE STATION IS A STANDARD DISK STAMPED TIERRA 1952 SET IN TOP
 GK1035'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6
 GK1035'INCHES ABOVE THE GROUND.  IT IS ABOUT 250 FEET WEST OF THE CENTER
 GK1035'LINE OF A DIRT ROAD AND 6 FEET SOUTHWEST OF A WHITE WITNESS
 GK1035'POST.
 GK1035'
 GK1035'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TIERRA NO
 GK1035'1 1952 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 GK1035'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT
 GK1035'LOWER THAN THE STATION.  IT IS ABOUT 210 FEET WEST OF THE CENTER
 GK1035'LINE OF A DIRT ROAD.
 GK1035'
 GK1035'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TIERRA
 GK1035'NO 2 1952 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GK1035'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 GK1035'THE SAME ELEVATION AS THE STATION.  IT IS ABOUT 280 FEET WEST
 GK1035'OF THE CENTER LINE OF A DIRT ROAD.
 GK1035'
 GK1035'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TIERRA 1952 SET IN
 GK1035'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 GK1035'4 INCHES ABOVE THE GROUND.  IT IS 25 FEET WEST OF THE CENTER LINE
 GK1035'OF A DIRT ROAD.
 GK1035'
 GK1035'TO REACH THE STATION FROM THE SANTA FE RAILROAD STATION IN
 GK1035'BOOKER, GO EAST ON STATE HIGHWAY 117 FOR 0.4 MILE TO A CROSS
 GK1035'ROAD.  TURN RIGHT AND GO SOUTH FOR 18.0 MILES TO A RED CATTLE
 GK1035'GUARD AND A SIDE ROAD, LEFT.  TURN LEFT ACROSS THE CATTLE GUARD
 GK1035'AND GO EASTERLY, PASSING TO THE LEFT OF A WINDMILL AND CORRALS,
 GK1035'FOR 1.0 MILE TO A CATTLE GUARD.  CONTINUE EAST FOR 25 YARDS.
 GK1035'TAKE THE RIGHT FORK, SOUTHEAST, FOR 0.8 MILE TO THE AZIMUTH
 GK1035'MARK ON THE RIGHT, WEST, SIDE OF THE ROAD.  CONTINUE SOUTHEAST
 GK1035'FOR 0.5 MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND
 GK1035'CONTINUE FOR 0.1 MILE.  TURN RIGHT, WEST, AND FOLLOW ACROSS
 GK1035'COUNTRY ABOUT 100 YARDS TO THE HIGHEST POINT OF THE
 GK1035'PASTURE LAND AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1586 ***********************************************************************
 AE1586  DESIGNATION -  TIERRA NEGRA
 AE1586  PID         -  AE1586
 AE1586  STATE/COUNTY-  TX/HIDALGO
 AE1586  USGS QUAD   -  MC COOK (1963)
 AE1586
 AE1586                         *CURRENT SURVEY CONTROL
 AE1586  ___________________________________________________________________
 AE1586* NAD 83(1993)-  26 24 31.13118(N)    098 27 27.50500(W)     ADJUSTED  
 AE1586* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 AE1586  ___________________________________________________________________
 AE1586  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AE1586  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE1586
 AE1586  HORZ ORDER  -  SECOND
 AE1586
 AE1586.The horizontal coordinates were established by classical geodetic methods
 AE1586.and adjusted by the National Geodetic Survey in February 1996..
 AE1586
 AE1586.The orthometric height was scaled from a topographic map.
 AE1586
 AE1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1586
 AE1586.The geoid height was determined by GEOID03.
 AE1586
 AE1586;                    North         East     Units Scale Factor Converg.
 AE1586;SPC TX S     - 5,082,207.161   304,225.958   MT  0.99994786   +0 01 09.2
 AE1586;SPC TX S     -16,673,874.66    998,114.66   sFT  0.99994786   +0 01 09.2
 AE1586;UTM  14      - 2,921,054.120   554,089.420   MT  0.99963612   +0 14 28.4
 AE1586
 AE1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1586!SPC TX S     -   0.99998966  x   0.99994786  =   0.99993752
 AE1586!UTM  14      -   0.99998966  x   0.99963612  =   0.99962578
 AE1586
 AE1586:                Primary Azimuth Mark                     Grid Az
 AE1586:SPC TX S     -  TALPA                                    104 22 14.8
 AE1586:UTM  14      -  TALPA                                    104 08 55.6
 AE1586
 AE1586|---------------------------------------------------------------------|
 AE1586| PID    Reference Object                     Distance      Geod. Az  |
 AE1586|                                                           dddmmss.s |
 AE1586| AE1575 TALPA                               APPROX.10.1 KM 1042324.0 |
 AE1586| CV3510 TIERRA NEGRA RM 1                    24.430 METERS 18126     |
 AE1586| CV3509 TIERRA NEGRA AZ MK                                 1855227.8 |
 AE1586| CV3511 TIERRA NEGRA RM 2                    28.570 METERS 28328     |
 AE1586|---------------------------------------------------------------------|
 AE1586
 AE1586                          SUPERSEDED SURVEY CONTROL
 AE1586
 AE1586  NAD 83(1986)-  26 24 31.13543(N)    098 27 27.46915(W) AD(       ) 2
 AE1586  NAD 27      -  26 24 29.89521(N)    098 27 26.39474(W) AD(       ) 2
 AE1586
 AE1586.Superseded values are not recommended for survey control.
 AE1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1586.See file dsdata.txt to determine how the superseded data were derived.
 AE1586
 AE1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5408921054(NAD 83)
 AE1586_MARKER: DS = TRIANGULATION STATION DISK
 AE1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1586
 AE1586  HISTORY     - Date     Condition        Report By
 AE1586  HISTORY     - 1946     MONUMENTED       CGS
 AE1586  HISTORY     - 1949     GOOD             TXHD
 AE1586  HISTORY     - 1955     GOOD             SUNOCO
 AE1586
 AE1586                          STATION DESCRIPTION
 AE1586
 AE1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1586'ON THE TIERRA NEGRA RANCH, 25 MILES WEST FROM EDINBURG, 15
 AE1586'MILES NORTHWEST FROM MISSION AND 3 MILES EAST FROM THE
 AE1586'STARR - HIDALGO COUNTY LINE.  IT IS 14 FEET FROM THE APPROXIMATE
 AE1586'CENTER OF THE RANCH ROAD, 15 FEET NORTHWEST FROM THE NORTH
 AE1586'GATE-POST AND 16 FEET SOUTHWEST FROM A T INTERSECTION OF
 AE1586'FENCE-LINES.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 AE1586'STAMPED TIERRA NEGRA 1946.
 AE1586'
 AE1586'REFERENCE MARK NO. 1 IS 80.15 FEET SOUTH FROM THE STATION,
 AE1586'IN A FENCE-LINE, AND 38 FEET WEST FROM THE APPROXIMATE CENTER
 AE1586'OF THE MAIN ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 AE1586'STAMPED TIERRA NEGRA NO 1 1946.
 AE1586'
 AE1586'REFERENCE MARK NO. 2 IS 93.74 FEET WEST FROM THE STATION, IN
 AE1586'A FENCE-LINE, AND 15 FEET NORTH FROM THE APPROXIMATE CENTER
 AE1586'OF THE RANCH ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 AE1586'STAMPED TIERRA NEGRA NO 2 1946.
 AE1586'
 AE1586'THE AZIMUTH MARK IS 0.3 MILE SOUTH FROM THE STATION, 39 FEET
 AE1586'EAST FROM THE APPROXIMATE CENTER OF THE ROAD, 3 FEET NORTH FROM
 AE1586'A WITNESS POST AND 1 FOOT WEST FROM A FENCELINE.  THE DISK
 AE1586'IS STAMPED TIERRA NEGRA 1946 AND IT PROJECTS 10 INCHES.  TO REACH
 AE1586'FROM THE STATION, GO SOUTH ON A GRAVEL ROAD FOR 0.3 MILE TO
 AE1586'THE MARK ON THE LEFT.
 AE1586'
 AE1586'TO REACH THE STATION FROM THE COURT HOUSE SQUARE IN EDINBURG, GO
 AE1586'WEST TOWARDS MISSION ON STATE HIGHWAY 107 FOR 9.4 MILES TO
 AE1586'ITS JUNCTION WITH FARM HIGHWAY 681.  CONTINUE WEST ON HIGHWAY 681
 AE1586'FOR 1.9 MILES, BEAR LEFT ON A GRAVEL ROAD AND CONTINUE WEST
 AE1586'FOR 8.4 MILES TO A CROSS ROADS.  TURN RIGHT AND GO 4.9 MILES
 AE1586'TO A GATE AND THE STATION AS DESCRIBED.
 AE1586'
 AE1586'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AE1586
 AE1586                          STATION RECOVERY (1949)
 AE1586
 AE1586'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1586'GENERALLY GOOD.  STATION IS 44 FT W OF CENTERLINE OF MAIN
 AE1586'N AND S COUNTY ROAD AND SET NEAR FENCE CORNER BEING 11.7
 AE1586'FT W OF N AND S FENCE AND 11.4 S OF E AND W FENCE.
 AE1586
 AE1586                          STATION RECOVERY (1955)
 AE1586
 AE1586'RECOVERY NOTE BY SUN OIL COMPANY 1955 (WTR)
 AE1586'IN GOOD SHAPE WITH REFERENCE MARKERS AS DESCRIBED.  THERE
 AE1586'IS AN R.E.A. TRANSFORMER POLE EXACTLY ON LINE BETWEEN THE STATION
 AE1586'AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1002 ***********************************************************************
 CU1002  DESIGNATION -  TIGE
 CU1002  PID         -  CU1002
 CU1002  STATE/COUNTY-  TX/FISHER
 CU1002  USGS QUAD   -  HOBBS (1969)
 CU1002
 CU1002                         *CURRENT SURVEY CONTROL
 CU1002  ___________________________________________________________________
 CU1002* NAD 83(1993)-  32 52 21.48930(N)    100 35 57.91528(W)     ADJUSTED  
 CU1002* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 CU1002  ___________________________________________________________________
 CU1002  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 CU1002  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CU1002
 CU1002  HORZ ORDER  -  SECOND
 CU1002
 CU1002.The horizontal coordinates were established by classical geodetic methods
 CU1002.and adjusted by the National Geodetic Survey in February 1996..
 CU1002
 CU1002.The orthometric height was scaled from a topographic map.
 CU1002
 CU1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1002
 CU1002.The geoid height was determined by GEOID03.
 CU1002
 CU1002;                    North         East     Units Scale Factor Converg.
 CU1002;SPC TXNC     - 2,135,692.503   403,558.111   MT  0.99987747   -1 08 42.0
 CU1002;SPC TXNC     - 7,006,851.15  1,324,006.90   sFT  0.99987747   -1 08 42.0
 CU1002;UTM  14      - 3,638,301.267   350,366.415   MT  0.99987608   -0 52 05.8
 CU1002
 CU1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1002!SPC TXNC     -   0.99990145  x   0.99987747  =   0.99977893
 CU1002!UTM  14      -   0.99990145  x   0.99987608  =   0.99977754
 CU1002
 CU1002:                Primary Azimuth Mark                     Grid Az
 CU1002:SPC TXNC     -  ROTAN NE MUN TANK                        095 29 02.1
 CU1002:UTM  14      -  ROTAN NE MUN TANK                        095 12 25.9
 CU1002
 CU1002|---------------------------------------------------------------------|
 CU1002| PID    Reference Object                     Distance      Geod. Az  |
 CU1002|                                                           dddmmss.s |
 CU1002| CU0913 ROTAN NE MUN TANK                   APPROX.13.1 KM 0942020.1 |
 CU1002| CU0912 ROTAN NATIONAL GYPSUM CO TANK       APPROX.14.1 KM 1054802.9 |
 CU1002| CX8815 TIGE AZ MK                                         1714738.0 |
 CU1002| CX8816 TIGE RM 1                            20.797 METERS 22907     |
 CU1002| CX8817 TIGE RM 2                            18.283 METERS 32718     |
 CU1002|---------------------------------------------------------------------|
 CU1002
 CU1002                          SUPERSEDED SURVEY CONTROL
 CU1002
 CU1002  NAD 83(1993)-  32 52 21.49349(N)    100 35 57.90867(W) AD(       ) 2
 CU1002  NAD 83(1986)-  32 52 21.49469(N)    100 35 57.90673(W) AD(       ) 2
 CU1002  NAD 27      -  32 52 21.12083(N)    100 35 56.50013(W) AD(       ) 2
 CU1002
 CU1002.Superseded values are not recommended for survey control.
 CU1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1002.See file dsdata.txt to determine how the superseded data were derived.
 CU1002
 CU1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5036638301(NAD 83)
 CU1002_MARKER: DS = TRIANGULATION STATION DISK
 CU1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1002
 CU1002  HISTORY     - Date     Condition        Report By
 CU1002  HISTORY     - 1968     MONUMENTED       CGS
 CU1002
 CU1002                          STATION DESCRIPTION
 CU1002
 CU1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1002'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF CAMP SPRINGS,
 CU1002'8 MILES WEST NORTHWEST OF ROTAN AND 6-1/2 MILES NORTH OF HOBBS ON
 CU1002'TOP OF A SMALL KNOLL SURROUNDED BY A CULTIVATED FIELD.
 CU1002'
 CU1002'TO REACH FROM THE SCHOOL HOUSE IN HOBBS GO EAST FOR 0.2 MILE TO
 CU1002'THE JUNCTION OF FARM ROADS 611 AND 1614, TURN LEFT AND GO NORTH ON
 CU1002'FARM ROAD 611 FOR 1.9 MILES TO WHERE THE PAVEMENT TURNS
 CU1002'EAST.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 4.0 MILES TO A SIDE
 CU1002'ROAD RIGHT, TURN RIGHT AND GO EAST FOR 1.0 MILE TO A SIDE ROAD
 CU1002'LEFT AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT, GO EAST FOR
 CU1002'0.1 MILE TO A FARM HOUSE, BEAR RIGHT AND FOLLOW ROAD AROUND FIELD
 CU1002'FOR 0.2 MILE TO A GATE.  CONTINUE FOR 0.05 MILE, TURN RIGHT AND
 CU1002'GO EAST TO TOP OF THE KNOLL AND THE STATION.
 CU1002'
 CU1002'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED TIGE NO 1
 CU1002'1968.  IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 CU1002'PROJECTS 2 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 CU1002'
 CU1002'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED TIGE NO 2
 CU1002'1968.  IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 CU1002'PROJECTS 3 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 CU1002'
 CU1002'THE STATION MARK IS A STANDARD DISK STAMPED TIGE 1968.  IT IS
 CU1002'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 CU1002'AND SET ON THE HIGHEST POINT OF THE HILL.
 CU1002'
 CU1002'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TIGE 1968.  IT IS
 CU1002'SET IN THE TOP OF A ROUND CONCRETE MONUMENT.  IT IS 20 FEET SOUTH
 CU1002'OF CENTER OF THE ROAD, 17 FEET WEST OF A FENCE CORNER, 3 FEET
 CU1002'NORTHWEST OF A POWERLINE POLE, 2.1 FEET SOUTHEAST OF A WITNESS
 CU1002'POST AND 1 FOOT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1070 ***********************************************************************
 BL1070  DESIGNATION -  TIGERVILLE
 BL1070  PID         -  BL1070
 BL1070  STATE/COUNTY-  TX/POLK
 BL1070  USGS QUAD   -  BLANCHARD (1972)
 BL1070
 BL1070                         *CURRENT SURVEY CONTROL
 BL1070  ___________________________________________________________________
 BL1070* NAD 83(1993)-  30 41 51.90667(N)    095 04 21.65545(W)     ADJUSTED  
 BL1070* NAVD 88     -        49.31   (+/-2cm)     161.8    (feet)  VERTCON   
 BL1070  ___________________________________________________________________
 BL1070  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BL1070  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1070
 BL1070  HORZ ORDER  -  FIRST
 BL1070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1070
 BL1070.The horizontal coordinates were established by classical geodetic methods
 BL1070.and adjusted by the National Geodetic Survey in February 1996..
 BL1070
 BL1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1070.The vertical order pertains to the NGVD 29 superseded value.
 BL1070
 BL1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1070
 BL1070.The geoid height was determined by GEOID03.
 BL1070
 BL1070;                    North         East     Units Scale Factor Converg.
 BL1070;SPC TX C     - 3,126,214.650 1,203,751.883   MT  0.99989570   +2 42 34.4
 BL1070;SPC TX C     -10,256,589.23  3,949,309.30   sFT  0.99989570   +2 42 34.4
 BL1070;UTM  15      - 3,397,939.574   301,486.985   MT  1.00008615   -1 03 30.5
 BL1070
 BL1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1070!SPC TX C     -   0.99999656  x   0.99989570  =   0.99989226
 BL1070!UTM  15      -   0.99999656  x   1.00008615  =   1.00008271
 BL1070
 BL1070:                Primary Azimuth Mark                     Grid Az
 BL1070:SPC TX C     -  TIGERVILLE AZ MK 2                       008 04 50.9
 BL1070:UTM  15      -  TIGERVILLE AZ MK 2                       011 50 55.8
 BL1070
 BL1070|---------------------------------------------------------------------|
 BL1070| PID    Reference Object                     Distance      Geod. Az  |
 BL1070|                                                           dddmmss.s |
 BL1070| CV8496 TIGERVILLE AZ MK 2                                 0104725.3 |
 BL1070| BL2149 LIVINGSTON EASTERLY MUN TANK        APPROX.13.4 KM 0825023.8 |
 BL1070| BL2150 LIVINGSTON WESTERLY MUN TANK        APPROX.13.3 KM 0825229.5 |
 BL1070| BL1071 TIGERVILLE RM 1                      31.288 METERS 24610     |
 BL1070| BL1072 TIGERVILLE RM 2                      67.056 METERS 34533     |
 BL1070|---------------------------------------------------------------------|
 BL1070
 BL1070                          SUPERSEDED SURVEY CONTROL
 BL1070
 BL1070  NAD 83(1986)-  30 41 51.91818(N)    095 04 21.64182(W) AD(       ) 1
 BL1070  NAD 27      -  30 41 51.21400(N)    095 04 20.86500(W) AD(       ) 1
 BL1070  NGVD 29 (??/??/92)   49.325  (m)          161.83   (f) ADJ UNCH    2 0
 BL1070
 BL1070.Superseded values are not recommended for survey control.
 BL1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1070.See file dsdata.txt to determine how the superseded data were derived.
 BL1070
 BL1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0148797940(NAD 83)
 BL1070_MARKER: DS = TRIANGULATION STATION DISK
 BL1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1070_STAMPING: TIGERVILLE 1935
 BL1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1070+STABILITY: SURFACE MOTION
 BL1070
 BL1070  HISTORY     - Date     Condition        Report By
 BL1070  HISTORY     - 1935     MONUMENTED       CGS
 BL1070  HISTORY     - 1944     GOOD             BGCO
 BL1070  HISTORY     - 1947     GOOD             NGS
 BL1070  HISTORY     - 1949     GOOD             CGS
 BL1070  HISTORY     - 1958     GOOD             CGS
 BL1070  HISTORY     - 1958     GOOD             USGS
 BL1070
 BL1070                          STATION DESCRIPTION
 BL1070
 BL1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1070'THIS STATION IS IN THE SMALL SETTLEMENT OF TIGERVILLE, ABOUT
 BL1070'9 MILES W OF LIVINGSTON, AND 9 MILES NNE OF COLD SPRINGS.  ON
 BL1070'LAND OWNED BY MR. C.H. JONES.  THE MARK IS 150 YARDS W OF
 BL1070'A NEGRO SCHOOL.  63 FEET E OF THE CENTER LINE OF THE ROAD.
 BL1070'34 FEET S OF THE S CORNER OF A SMALL SHED.  AND PROJECTS
 BL1070'2 INCHES.
 BL1070'
 BL1070'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BL1070'DISKS SET IN CONCRETE.
 BL1070'
 BL1070'REFERENCE MARK NO. 1 IS SW OF THE STATION.  1-FOOT E OF THE
 BL1070'E RIGHT-OF-WAY FENCE OF THE ROAD, 50 FEET NE OF THE NE CORNER
 BL1070'OF A SMALL BARN.  258.80 FEET S OF REFERENCE MARK NO. 2.
 BL1070'AND PROJECTS 4 INCHES.
 BL1070'
 BL1070'REFERENCE MARK NO. 2 IS NNW OF THE STATION.  1 FOOT E OF
 BL1070'THE W RIGHT-OF-WAY FENCE OF THE ROAD, 60 FEET NE OF THE NE
 BL1070'CORNER OF A SMALL CABIN.  AND IS SET FLUSH.
 BL1070'
 BL1070'THE AZIMUTH MARK IS NE OF THE STATION, 1 FOOT S OF THE N
 BL1070'RIGHT-OF-WAY FENCE OF THE FIRST E-W ROAD N OF THE STATION.
 BL1070'55 FEET N OF A LONE 2-FOOT GUM TREE.  AND IS FLUSH.
 BL1070'
 BL1070'TO REACH FROM LIVINGSTON, GO W ON STATE HIGHWAY 45, 7 MILES,
 BL1070'FORK LEFT, GO 1.5 MILES, PASS AROUND BLANCHARD STORE, (FOLLOW
 BL1070'THE MAIN ROAD) AND CONTINUED 2.7 MILES, FORK LEFT, AND GO
 BL1070'0.8 MILE TO TIGERVILLE SETTLEMENT AND STATION.
 BL1070
 BL1070                          STATION RECOVERY (1944)
 BL1070
 BL1070'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 BL1070'STATION RECOVERED.
 BL1070
 BL1070                          STATION RECOVERY (1947)
 BL1070
 BL1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1070'3.5 MI S FROM BLANCHARD.
 BL1070'0.2 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL1070'BLANCHARD, THENCE 2.5 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.8
 BL1070'MILE SOUTH ALONG A GRADED DIRT ROAD, 154.0 FEET SOUTHEAST OF THE
 BL1070'CENTER LINE OF A FARM DRIVE LEADING SOUTHWEST, 118.0 FEET NORTHEAST OF
 BL1070'AND ACROSS THE ROAD FROM A FENCE CORNER, 58.0 FEET EAST OF AND 3.0
 BL1070'FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 1.7 FEET NORTH OF A
 BL1070'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1070'INCHES ABOVE THE GROUND.
 BL1070
 BL1070                          STATION RECOVERY (1949)
 BL1070
 BL1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL1070'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 BL1070'WERE RECOVERED AND ARE IN GOOD CONDITION.
 BL1070'
 BL1070'A NEW AZIMUTH MARK WAS ESTABLISHED.  STATE HIGHWAY 45 IS NOW
 BL1070'U.S. HIGHWAY 190.
 BL1070'
 BL1070'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BL1070'
 BL1070'THE STATION IS LOCATED ABOUT 9.0 MILES WEST OF LIVINGSTON,
 BL1070'9 MILES NORTH-NORTHEAST OF COLD SPRINGS AND IN THE EASTERN
 BL1070'PART OF THE SMALL VILLAGE OF TIGERVILLE ON LAND OWNED BY MR.
 BL1070'C.H. JONES.  IT IS 61 FEET EAST OF NORTH-SOUTH ROAD AND 2 FEET
 BL1070'NORTH OF A WITNESS POST.  IT IS STAMPED TIGERVILLE 1935 AND
 BL1070'PROJECTS 2 INCHES ABOVE THE GROUND.
 BL1070'
 BL1070'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION, 45
 BL1070'FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD AND 4 FEET EAST
 BL1070'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED TIGERVILLE NO 1
 BL1070'1935 AND PROJECTS 6 INCHES.
 BL1070'
 BL1070'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 78
 BL1070'FEET NORTH OF DRIVEWAY TO HOUSE, 37 FEET WEST OF NORTH-SOUTH
 BL1070'ROAD, 14 FEET EAST OF NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH
 BL1070'OF WITNESS POST.  IT IS STAMPED TIGERVILLE NO 2 1935 AND
 BL1070'PROJECTS 2 INCHES.
 BL1070'
 BL1070'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 30 FEET
 BL1070'WEST OF THE CENTER OF NORTH-SOUTH ROAD, 10 FEET EAST OF 6
 BL1070'INCH PINE TREE AND 3 FEET SOUTH OF WITNESS POST.  IT IS
 BL1070'STAMPED TIGERVILLE 1949 AND PROJECTS 3 INCHES.
 BL1070'
 BL1070'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE COURT
 BL1070'HOUSE IN LIVINGSTON, GO WEST ON U.S. HIGHWAY 190 FOR 7.8 MILES
 BL1070'TO BLANCHARD STORE ON THE RIGHT, CONTINUE WESTERLY ON U.S.
 BL1070'HIGHWAY 190 FOR 0.1 MILE TO SIDE ROAD LEFT, TURN LEFT AND
 BL1070'GO SOUTH FOR 2.6 MILES TO FORKS, TAKE LEFT FORK FOR 0.2 MILE
 BL1070'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 BL1070'SOUTHERLY FOR 0.6 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BL1070'
 BL1070'A 100 FOOT SIGNAL AT STATION WILLOW 1935 IS VISIBLE AT 37
 BL1070'FEET.
 BL1070'
 BL1070'A 100 FOOT SIGNAL AT STATION ONALASKA IS VISIBLE AT 50 FEET.
 BL1070'
 BL1070'A 100 FOOT SIGNAL AT STATION PIPE 1935 IS VISIBLE AT 4 FEET.
 BL1070
 BL1070                          STATION RECOVERY (1958)
 BL1070
 BL1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHS)
 BL1070'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 BL1070'CONDITION AS DESCRIBED.  COULD NOT LOCATE REFERENCE MARKS
 BL1070'NO. 1 AND NO. 3.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 BL1070'CORRECT.
 BL1070
 BL1070                          STATION RECOVERY (1958)
 BL1070
 BL1070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL1070'STATION RECOVERED IN GOOD CONDITION.
 BL1070'
 BL1070'THE STATION IS LOCATED ABOUT 9.0 MILE WEST OF LIVINGSTON.  9.0
 BL1070'MILE NNE OF COLD SRINGS AND IN THE EASTERN PART OF THE FORMER
 BL1070'SMALL VILLAGE OF TIGERVILLE, ON LAND OWNED BY MR. C.H. JONES.
 BL1070'IT IS 61 FEET EAST OF A NORTH-SOUTH ROAD, 117 FEET SSE OF
 BL1070'CENTER OF A WOODEN GATE AND 52 FEET SOUTH OF A DRIFT FENCE.
 BL1070'A STANDARD DISK, STAMPED TIGERVILLE 1935, SET IN A CONCRETE
 BL1070'POST AND PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1071 ***********************************************************************
 BL1071  DESIGNATION -  TIGERVILLE RM 1
 BL1071  PID         -  BL1071
 BL1071  STATE/COUNTY-  TX/POLK
 BL1071  USGS QUAD   -  BLANCHARD (1972)
 BL1071
 BL1071                         *CURRENT SURVEY CONTROL
 BL1071  ___________________________________________________________________
 BL1071* NAD 83(1986)-  30 41 50.     (N)    095 04 21.     (W)     SCALED    
 BL1071* NAVD 88     -        47.98   (+/-2cm)     157.4    (feet)  VERTCON   
 BL1071  ___________________________________________________________________
 BL1071  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1071
 BL1071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1071
 BL1071.The horizontal coordinates were scaled from a topographic map and have
 BL1071.an estimated accuracy of +/- 6 seconds.
 BL1071
 BL1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1071.The vertical order pertains to the NGVD 29 superseded value.
 BL1071
 BL1071.The geoid height was determined by GEOID03.
 BL1071
 BL1071;                    North         East    Units  Estimated Accuracy
 BL1071;SPC TX C     - 3,126,160.    1,203,770.      MT  (+/- 180 meters Scaled)
 BL1071
 BL1071                          SUPERSEDED SURVEY CONTROL
 BL1071
 BL1071  NGVD 29 (??/??/92)   47.994  (m)          157.46   (f) ADJ UNCH    2 0
 BL1071
 BL1071.Superseded values are not recommended for survey control.
 BL1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1071.See file dsdata.txt to determine how the superseded data were derived.
 BL1071
 BL1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP015978(NAD 83)
 BL1071_MARKER: DR = REFERENCE MARK DISK
 BL1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1071_STAMPING: TIGERVILLE NO 1 1935
 BL1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1071+STABILITY: SURFACE MOTION
 BL1071
 BL1071  HISTORY     - Date     Condition        Report By
 BL1071  HISTORY     - 1935     MONUMENTED       CGS
 BL1071  HISTORY     - 1947     GOOD             NGS
 BL1071
 BL1071                          STATION DESCRIPTION
 BL1071
 BL1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1071'3.5 MI S FROM BLANCHARD.
 BL1071'0.2 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL1071'BLANCHARD, THENCE 2.5 MILES SOUTH ALONG A GRADE DIRT ROAD, THENCE 0.8
 BL1071'MILE SOUTH ALONG A GRADED DIRT ROAD, 102.4 FEET SOUTHWEST OF
 BL1071'TRIANGULATION STATION TIGERVILLE 1935, 84.3 FEET NORTHEAST OF A 36
 BL1071'INCH OAK TREE, 30.5 FEET WEST OF AND 2.0 FEET HIGHER THAN THE CENTER
 BL1071'LINE OF THE ROAD, 2.0 FEET NORTH OF A FENCE CORNER, SET IN THE TOP OF
 BL1071'A CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1072 ***********************************************************************
 BL1072  DESIGNATION -  TIGERVILLE RM 2
 BL1072  PID         -  BL1072
 BL1072  STATE/COUNTY-  TX/POLK
 BL1072  USGS QUAD   -  BLANCHARD (1972)
 BL1072
 BL1072                         *CURRENT SURVEY CONTROL
 BL1072  ___________________________________________________________________
 BL1072* NAD 83(1986)-  30 41 52.     (N)    095 04 24.     (W)     SCALED    
 BL1072* NAVD 88     -        49.40   (+/-2cm)     162.1    (feet)  VERTCON   
 BL1072  ___________________________________________________________________
 BL1072  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1072
 BL1072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1072
 BL1072.The horizontal coordinates were scaled from a topographic map and have
 BL1072.an estimated accuracy of +/- 6 seconds.
 BL1072
 BL1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1072.The vertical order pertains to the NGVD 29 superseded value.
 BL1072
 BL1072.The geoid height was determined by GEOID03.
 BL1072
 BL1072;                    North         East    Units  Estimated Accuracy
 BL1072;SPC TX C     - 3,126,220.    1,203,690.      MT  (+/- 180 meters Scaled)
 BL1072
 BL1072                          SUPERSEDED SURVEY CONTROL
 BL1072
 BL1072  NGVD 29 (??/??/92)   49.421  (m)          162.14   (f) ADJ UNCH    2 0
 BL1072
 BL1072.Superseded values are not recommended for survey control.
 BL1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1072.See file dsdata.txt to determine how the superseded data were derived.
 BL1072
 BL1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP014979(NAD 83)
 BL1072_MARKER: DR = REFERENCE MARK DISK
 BL1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1072_STAMPING: TIGERVILLE NO 2 1935
 BL1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1072+STABILITY: SURFACE MOTION
 BL1072
 BL1072  HISTORY     - Date     Condition        Report By
 BL1072  HISTORY     - 1935     MONUMENTED       CGS
 BL1072  HISTORY     - 1947     GOOD             NGS
 BL1072
 BL1072                          STATION DESCRIPTION
 BL1072
 BL1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1072'3.5 MI S FROM BLANCHARD.
 BL1072'0.2 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL1072'BLANCHARD, THENCE 2.5 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.8
 BL1072'MILE SOUTH ALONG A GRADED DIRT ROAD, 223.0 FEET NORTHWEST OF
 BL1072'TRIANGULATION STATION TIGERVILLE 1935, 69.0 FEET NORTHWEST OF THE
 BL1072'CENTER LINE OF A FARM DRIVE LEADING SOUTHWEST, 38.0 FEET WEST OF AND
 BL1072'LEVEL WITH THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A WITNESS
 BL1072'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BL1072'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1318 ***********************************************************************
 AE1318  DESIGNATION -  TIGRE
 AE1318  PID         -  AE1318
 AE1318  STATE/COUNTY-  TX/ZAPATA
 AE1318  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1318
 AE1318                         *CURRENT SURVEY CONTROL
 AE1318  ___________________________________________________________________
 AE1318* NAD 83(1993)-  26 46 36.33202(N)    099 07 15.79501(W)     ADJUSTED  
 AE1318* NAVD 88     -       123.475  (meters)     405.10   (feet)  ADJUSTED  
 AE1318  ___________________________________________________________________
 AE1318  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AE1318  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AE1318  DYNAMIC HT  -         123.275 (meters)     404.44  (feet)  COMP
 AE1318  MODELED GRAV-     979,026.7   (mgal)                       NAVD 88
 AE1318
 AE1318  HORZ ORDER  -  FIRST
 AE1318  VERT ORDER  -  FIRST     CLASS II
 AE1318
 AE1318.The horizontal coordinates were established by classical geodetic methods
 AE1318.and adjusted by the National Geodetic Survey in February 1996..
 AE1318
 AE1318.The orthometric height was determined by differential leveling
 AE1318.and adjusted by the National Geodetic Survey in June 1991..
 AE1318
 AE1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1318
 AE1318.The geoid height was determined by GEOID03.
 AE1318
 AE1318.The dynamic height is computed by dividing the NAVD 88
 AE1318.geopotential number by the normal gravity value computed on the
 AE1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1318.degrees latitude (g = 980.6199 gals.).
 AE1318
 AE1318.The modeled gravity was interpolated from observed gravity values.
 AE1318
 AE1318;                    North         East     Units Scale Factor Converg.
 AE1318;SPC TX S     - 5,123,140.907   238,242.356   MT  0.99990241   -0 16 55.1
 AE1318;SPC TX S     -16,808,171.46    781,633.46   sFT  0.99990241   -0 16 55.1
 AE1318;UTM  14      - 2,961,715.355   487,965.957   MT  0.99960179   -0 03 16.3
 AE1318
 AE1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1318!SPC TX S     -   0.99998427  x   0.99990241  =   0.99988668
 AE1318!UTM  14      -   0.99998427  x   0.99960179  =   0.99958606
 AE1318
 AE1318|---------------------------------------------------------------------|
 AE1318| PID    Reference Object                     Distance      Geod. Az  |
 AE1318|                                                           dddmmss.s |
 AE1318| CV3512 TIGRE RM 1                            8.275 METERS 00902     |
 AE1318| CV3513 TIGRE RM 2                            7.390 METERS 11649     |
 AE1318| AE1317 TIGRE RM 3                                         1540530.3 |
 AE1318|---------------------------------------------------------------------|
 AE1318
 AE1318                          SUPERSEDED SURVEY CONTROL
 AE1318
 AE1318  NAD 83(1986)-  26 46 36.33336(N)    099 07 15.75831(W) AD(       ) 1
 AE1318  NAD 27      -  26 46 35.17271(N)    099 07 14.63803(W) AD(       ) 1
 AE1318  NGVD 29 (07/19/86)  125.7    (m)          412.     (f) VERT ANG       
 AE1318
 AE1318.Superseded values are not recommended for survey control.
 AE1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1318.See file dsdata.txt to determine how the superseded data were derived.
 AE1318
 AE1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ8796661715(NAD 83)
 AE1318_MARKER: DS = TRIANGULATION STATION DISK
 AE1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1318_SP_SET: CONCRETE POST
 AE1318_STAMPING: TIGRE 1974
 AE1318_MARK LOGO: NGS   
 AE1318_PROJECTION: FLUSH
 AE1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1318+STABILITY: SURFACE MOTION
 AE1318
 AE1318  HISTORY     - Date     Condition        Report By
 AE1318  HISTORY     - 1974     MONUMENTED       NGS
 AE1318  HISTORY     - 1981     GOOD             NGS
 AE1318
 AE1318                          STATION DESCRIPTION
 AE1318
 AE1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1318'THE STATION IS ABOUT 4-1/2 MILES NORTH OF LUPENO, 9 MILES EAST AND
 AE1318'10 MILES SOUTH OF ZAPATA AND ON HIGHWAY RIGHT-OF-WAY.
 AE1318'
 AE1318'TO REACH THE STATION FROM THE POST OFFICE IN LUPENO, GO NORTHERLY
 AE1318'ON U.S. HIGHWAY 83 FOR 4.35 MILES TO REFERENCE MARK 3 ON THE RIGHT,
 AE1318'CONTINUE NORTHERLY ON U.S. HIGHWAY 83 FOR 0.25 MILE TO THE STATION
 AE1318'ON THE LEFT.
 AE1318'
 AE1318'STATION MARK IS A STANDARD DISK, STAMPED TIGRE 1974, SET IN THE TOP
 AE1318'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AE1318'GROUND.  IT IS 3.0 FEET NORTHWEST OF A METAL WITNESS POST, 3.5 FEET
 AE1318'SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 68.0 FEET SOUTHEAST OF THE
 AE1318'CENTER OF U.S. HIGHWAY 83.
 AE1318'
 AE1318'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TIGRE NO 1 1974, SET IN
 AE1318'THE TOP OF A 12-INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AE1318'GROUND.  IT IS 24.5 FEET NORTH OF THE WITNESS POST, 34.0 FEET
 AE1318'EAST-NORTHEAST OF A GRAVEL ROAD, 54.0 FEET WEST-SOUTHWEST OF THE
 AE1318'CENTER OF U.S. HIGHWAY 83.
 AE1318'
 AE1318'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TIGRE NO 2 1974, SET IN
 AE1318'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AE1318'WITH THE GROUND.  IT IS 27.0 FEET WEST-SOUTHWEST OF THE WITNESS
 AE1318'POST, 22.0 FEET WEST-SOUTHWEST OF THE TELEPHONE POLE AND 53.0
 AE1318'FEET EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY.
 AE1318'
 AE1318'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED TIGRE NO 3 1974,
 AE1318'CEMENTED IN A DRILL HOLE IN THE NORTH END OF A CONCRETE CULVERT.
 AE1318'IT IS 1.7 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 25.0 FEET
 AE1318'NORTH-NORTHEAST OF OF THE CENTER OF U.S. HIGHWAY 83 AND 38.5 FEET
 AE1318'WEST-SOUTHWEST OF A FENCE.
 AE1318
 AE1318                          STATION RECOVERY (1981)
 AE1318
 AE1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1318'7.4 KM (4.6 MI) NORTH FROM LOPENO.
 AE1318'RECOVERED THIS DATE, NEW DESCRIPTION FOLLOWS.  7.4 KM (4.6 MI)
 AE1318'NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN LOPENO, AT A DIRT
 AE1318'ROAD LEADING SOUTHWEST, 21.3 METERS (70.0 FT) SOUTHWEST OF CENTER OF
 AE1318'HIGHWAY, 14.6 METERS (48.0 FT) NORTHWEST OF A CYCLONE CORNER FENCE
 AE1318'POST, 9.1 METERS (30.0 FT) NORTH NORTHEAST OF A GRAVEL ROAD,
 AE1318'2.1 METERS (7.0 FT) EAST NORTHEAST OF A GRAVEL ROAD PARALLELING
 AE1318'HIGHWAY, 1.2 METERS (4.0 FT) NORTH NORTHWEST OF A POWERLINE POLE STUMP
 AE1318'WHICH IS FLUSH WITH GROUND, AND 18.3 METERS (60.0 FT) SOUTHWEST OF THE
 AE1318'SOUTHEAST ONE OF 6 MAIL BOXES.
 AE1318'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1317 ***********************************************************************
 AE1317  DESIGNATION -  TIGRE RM 3
 AE1317  PID         -  AE1317
 AE1317  STATE/COUNTY-  TX/ZAPATA
 AE1317  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1317
 AE1317                         *CURRENT SURVEY CONTROL
 AE1317  ___________________________________________________________________
 AE1317* NAD 83(1986)-  26 46 24.     (N)    099 07 10.     (W)     SCALED    
 AE1317* NAVD 88     -       119.231  (meters)     391.18   (feet)  ADJUSTED  
 AE1317  ___________________________________________________________________
 AE1317  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AE1317  DYNAMIC HT  -         119.037 (meters)     390.54  (feet)  COMP
 AE1317  MODELED GRAV-     979,026.5   (mgal)                       NAVD 88
 AE1317
 AE1317  VERT ORDER  -  FIRST     CLASS II
 AE1317
 AE1317.The horizontal coordinates were scaled from a topographic map and have
 AE1317.an estimated accuracy of +/- 6 seconds.
 AE1317
 AE1317.The orthometric height was determined by differential leveling
 AE1317.and adjusted by the National Geodetic Survey in June 1991..
 AE1317
 AE1317.The geoid height was determined by GEOID03.
 AE1317
 AE1317.The dynamic height is computed by dividing the NAVD 88
 AE1317.geopotential number by the normal gravity value computed on the
 AE1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1317.degrees latitude (g = 980.6199 gals.).
 AE1317
 AE1317.The modeled gravity was interpolated from observed gravity values.
 AE1317
 AE1317;                    North         East    Units  Estimated Accuracy
 AE1317;SPC TX S     - 5,122,760.      238,400.      MT  (+/- 180 meters Scaled)
 AE1317
 AE1317                          SUPERSEDED SURVEY CONTROL
 AE1317
 AE1317.No superseded survey control is available for this station.
 AE1317
 AE1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ881613(NAD 83)
 AE1317_MARKER: DR = REFERENCE MARK DISK
 AE1317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1317_SP_SET: HEADWALL
 AE1317_STAMPING: TIGRE NO 3 1974
 AE1317_MARK LOGO: NGS   
 AE1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1317+STABILITY: SURFACE MOTION
 AE1317
 AE1317  HISTORY     - Date     Condition        Report By
 AE1317  HISTORY     - 1974     MONUMENTED       NGS
 AE1317  HISTORY     - 1981     GOOD             NGS
 AE1317
 AE1317                          STATION DESCRIPTION
 AE1317
 AE1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1317'7.0 KM (4.35 MI) NORTH FROM LOPENO.
 AE1317'RECOVERED THIS DATE, NEW DESCRIPTION FOLLOWS, 7.0 KM (4.35 MI)
 AE1317'NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN LOPENO, SET IN TOP
 AE1317'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A 61 CM
 AE1317'(24 INCH) CULVERT, 7.6 METERS (25.0 FT) NORTH NORTHEAST OF CENTER OF
 AE1317'HIGHWAY, AND 11.7 METERS (38.5 FT) WEST SOUTHWEST OF A FENCE.
 AE1317'THE MARK IS ABOVE LEVEL WITH HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0602 ***********************************************************************
 AO0602  DESIGNATION -  TILDEN
 AO0602  PID         -  AO0602
 AO0602  STATE/COUNTY-  TX/MCMULLEN
 AO0602  USGS QUAD   -  TILDEN (1968)
 AO0602
 AO0602                         *CURRENT SURVEY CONTROL
 AO0602  ___________________________________________________________________
 AO0602* NAD 83(1993)-  28 26 57.45714(N)    098 30 49.64872(W)     ADJUSTED  
 AO0602* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 AO0602  ___________________________________________________________________
 AO0602  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AO0602  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AO0602
 AO0602  HORZ ORDER  -  SECOND
 AO0602
 AO0602.The horizontal coordinates were established by classical geodetic methods
 AO0602.and adjusted by the National Geodetic Survey in February 1996..
 AO0602
 AO0602.The orthometric height was scaled from a topographic map.
 AO0602
 AO0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0602
 AO0602.The geoid height was determined by GEOID03.
 AO0602
 AO0602;                    North         East     Units Scale Factor Converg.
 AO0602;SPC TXSC     - 4,068,366.454   647,623.559   MT  0.99998172   +0 14 17.5
 AO0602;SPC TXSC     -13,347,632.27  2,124,744.96   sFT  0.99998172   +0 14 17.5
 AO0602;UTM  14      - 3,147,070.788   547,605.831   MT  0.99962797   +0 13 53.8
 AO0602
 AO0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0602!SPC TXSC     -   0.99998551  x   0.99998172  =   0.99996723
 AO0602!UTM  14      -   0.99998551  x   0.99962797  =   0.99961349
 AO0602
 AO0602:                Primary Azimuth Mark                     Grid Az
 AO0602:SPC TXSC     -  TILDEN AZ MK                             007 05 05.3
 AO0602:UTM  14      -  TILDEN AZ MK                             007 05 29.0
 AO0602
 AO0602|---------------------------------------------------------------------|
 AO0602| PID    Reference Object                     Distance      Geod. Az  |
 AO0602|                                                           dddmmss.s |
 AO0602| CV6491 TILDEN AZ MK                                       0071922.8 |
 AO0602| CV6492 TILDEN RM 1                           7.198 METERS 06743     |
 AO0602| CV5607 TILDEN RM 2                           7.071 METERS 33442     |
 AO0602| AO0630 FRANKLIN RESET                      APPROX.21.0 KM 3512601.2 |
 AO0602|---------------------------------------------------------------------|
 AO0602
 AO0602                          SUPERSEDED SURVEY CONTROL
 AO0602
 AO0602  NAD 83(1986)-  28 26 57.46178(N)    098 30 49.62439(W) AD(       ) 2
 AO0602  NAD 27      -  28 26 56.48500(N)    098 30 48.56400(W) AD(       ) 2
 AO0602
 AO0602.Superseded values are not recommended for survey control.
 AO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0602.See file dsdata.txt to determine how the superseded data were derived.
 AO0602
 AO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4760647071(NAD 83)
 AO0602_MARKER: DS = TRIANGULATION STATION DISK
 AO0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0602_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0602_PROJECTION: FLUSH
 AO0602
 AO0602  HISTORY     - Date     Condition        Report By
 AO0602  HISTORY     - 1952     MONUMENTED       CGS
 AO0602  HISTORY     - 1953     GOOD             CGS
 AO0602  HISTORY     - 1965     GOOD             USGS
 AO0602
 AO0602                          STATION DESCRIPTION
 AO0602
 AO0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0602'THE STATION IS LOCATED 2.5 MILES EAST OF STATE HIGHWAY 173.
 AO0602'2 MILES EAST AND 0.7 MILE SOUTH OF TILDEN ON THE TOP OF
 AO0602'HIGH BRUSHY KNOLL.  IT IS ABOUT 100 YARDS WEST OF TRACK ROAD
 AO0602'AND 5 FEET SOUTH OF A 4 BY 4 WITNESS POST.
 AO0602'
 AO0602'TO REACH THE STATION FROM THE COURTHOUSE IN TILDEN, GO EAST
 AO0602'ON FARM ROAD 63 FOR 2.0 MILES TO A STEEL GATE ON THE RIGHT.
 AO0602'(CONTINUE EAST ON FARM ROAD 63 FOR 0.3 MILE TO THE AZIMUTH
 AO0602'MARK ON THE RIGHT AS DESCRIBED).  TURN RIGHT, SOUTH, THROUGH
 AO0602'STEEL GATE AND GO SOUTH-SOUTHWEST ON TRACK ROAD FOR 0.6
 AO0602'MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO WEST
 AO0602'FOR ABOUT 100 YARDS TO TOP OF KNOLL AND STATION AS DESCRIBED.
 AO0602'
 AO0602'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AO0602'POSTS.
 AO0602'
 AO0602'THE STATION MARK IS STAMPED TILDEN 1952 AND PROJECTS 4 INCHES.
 AO0602'
 AO0602'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.
 AO0602'IT IS STAMPED TILDEN NO 1 1952 AND PROJECTS 5 INCHES.
 AO0602'
 AO0602'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.
 AO0602'IT IS STAMPED TILDEN NO 2 1952 AND PROJECTS 5 INCHES.
 AO0602'
 AO0602'AZIMUTH MARK IS 42 FEET SOUTH OF THE CENTER LINE OF FARM
 AO0602'ROAD 63.  5 FEET NORTH OF FENCE LINE AND 4 FEET EAST OF A
 AO0602'4 BY 4 WITNESS POST.  IT IS STAMPED TILDEN 1952 AND PROJECTS
 AO0602'4 INCHES.
 AO0602
 AO0602                          STATION RECOVERY (1953)
 AO0602
 AO0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0602'STATION RECOVERED AND ALL MARKS FOUND AS DESCRIBED AND IN
 AO0602'GOOD CONDITION.  FOLLOWING IS A NEW DESCRIPTION FOR HOW
 AO0602'TO REACH--FROM THE JUNCTION OF STATE ROUTE NO. 173 AND FARM ROAD
 AO0602'NO. 63 AT THE COURTHOUSE IN TILDEN GO EAST ON FARM ROAD NO.
 AO0602'63 FOR 1.8 MILES TO METAL CORRALS ON THE RIGHT.  CONTINUE
 AO0602'EAST ON NO. 63 FOR 0.3 MILES TO BOTTOM OF VALLEY AND A TRAIL
 AO0602'SIDE ROAD GOING RIGHT THRU A METAL GATE, (CONTINUE EAST
 AO0602'ON FARM ROAD NO. 63 FOR 0.3 MILES TO AZIMUTH MARK ON THE
 AO0602'RIGHT AS DESCRIBED) LEAVE FARM ROAD NO. 63, TURN RIGHT THRU
 AO0602'METAL GATE AND FOLLOW TRAIL ROAD SOUTHERLY THRU MESQUITE
 AO0602'PASTURE LAND FOR 0.5 MILES TO A GATE IN EAST-WEST FENCE
 AO0602'AT THE SOUTH SIDE OF AN OLD EAST-WEST ROAD.  PASS THRU
 AO0602'GATE AND CONTINUE SOUTHERLY ON MAIN TRAIL ROAD FOR 0.4
 AO0602'MILES TO TOP OF A BENCH.  THEN LEAVE ROAD, TURN RIGHT AND
 AO0602'GO NORTHWESTERLY THRU BRUSH FOR ABOUT 100 YARDS TO HIGHEST POINT
 AO0602'AND STATION SITE.
 AO0602
 AO0602                          STATION RECOVERY (1965)
 AO0602
 AO0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AO0602'STATION WAS RECOVERED IN GOOD CONDITION.  R.M.S WERE RECOVERED
 AO0602'IN GOOD CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 AO0602'RECOVERED.
 AO0602'
 AO0602'TO REACH THE STATION FROM THE COURTHOUSE IN TILDEN, GO E
 AO0602'ON STATE HIGHWAY 72 FOR 01.7 MILES TO A T-RD. RIGHT (S) ABOUT
 AO0602'200 FEET EAST OF METAL CORRALS ON THE RIGHT.  TURN RIGHT,
 AO0602'CROSSING CATTLEGUARD, AND FOLLOW ROAD SOUTHERLY FOR 0.7
 AO0602'MILE TO A GATE IN EAST-WEST FENCE.  CONTINUE SOUTHERLY ANOTHER
 AO0602'0.4 MILE TO TOP OF A BENCH.  LEAVE ROAD, TURN RIGHT AND GO
 AO0602'NW THROUGH BRUSH FOR ABOUT 100 YARDS TO HIGHEST POINT AND
 AO0602'STATION SITE.
 AO0602'NOTE--STATION MARK AND BOTH REFERENCE MARKS ARE IN GOOD CONDITION. THE
 AO0602'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 AO0602'STATION MARK--STANDARD USC AND GS DISK SET IN TOP OF CONCRETE POST,
 AO0602'STAMPED---TILDEN 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1145 ***********************************************************************
 CT1145  DESIGNATION -  TILLETT
 CT1145  PID         -  CT1145
 CT1145  STATE/COUNTY-  TX/TAYLOR
 CT1145  USGS QUAD   -  VIEW (1984)
 CT1145
 CT1145                         *CURRENT SURVEY CONTROL
 CT1145  ___________________________________________________________________
 CT1145* NAD 83(1993)-  32 22 00.70970(N)    099 58 43.56093(W)     ADJUSTED  
 CT1145* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 CT1145  ___________________________________________________________________
 CT1145  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CT1145  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CT1145
 CT1145  HORZ ORDER  -  SECOND
 CT1145
 CT1145.The horizontal coordinates were established by classical geodetic methods
 CT1145.and adjusted by the National Geodetic Survey in February 1996..
 CT1145
 CT1145.The orthometric height was scaled from a topographic map.
 CT1145
 CT1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1145
 CT1145.The geoid height was determined by GEOID03.
 CT1145
 CT1145;                    North         East     Units Scale Factor Converg.
 CT1145;SPC TXNC     - 2,078,625.432   460,838.368   MT  0.99994351   -0 48 23.4
 CT1145;SPC TXNC     - 6,819,623.60  1,511,933.88   sFT  0.99994351   -0 48 23.4
 CT1145;UTM  14      - 3,581,522.028   407,918.310   MT  0.99970456   -0 31 26.4
 CT1145
 CT1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1145!SPC TXNC     -   0.99988931  x   0.99994351  =   0.99983282
 CT1145!UTM  14      -   0.99988931  x   0.99970456  =   0.99959390
 CT1145
 CT1145:                Primary Azimuth Mark                     Grid Az
 CT1145:SPC TXNC     -  TILLETT AZ MK                            027 26 06.4
 CT1145:UTM  14      -  TILLETT AZ MK                            027 09 09.4
 CT1145
 CT1145|---------------------------------------------------------------------|
 CT1145| PID    Reference Object                     Distance      Geod. Az  |
 CT1145|                                                           dddmmss.s |
 CT1145| CX8821 TILLETT AZ MK                                      0263743.0 |
 CT1145| CT1130 DYESS AFB COMM BLDG RADIO MAST      APPROX.14.8 KM 0662042.8 |
 CT1145| CT1141 BUFFALO GAP SW FAA PERIPHER TR      APPROX.10.1 KM 1383354.4 |
 CT1145| CT1142 TAYLOR CO ELEC COOP RAD MAST         31.646 METERS 24042     |
 CT1145| CX8822 TILLETT RM 1                         17.147 METERS 24854     |
 CT1145| CX8823 TILLETT RM 2                         17.827 METERS 32906     |
 CT1145| CU0924 MERKEL METHODIST CHURCH SPIRE       APPROX.11.7 KM 3433415.4 |
 CT1145|---------------------------------------------------------------------|
 CT1145
 CT1145                          SUPERSEDED SURVEY CONTROL
 CT1145
 CT1145  NAD 83(1986)-  32 22 00.71574(N)    099 58 43.54892(W) AD(       ) 2
 CT1145  NAD 27      -  32 22 00.25870(N)    099 58 42.21600(W) AD(       ) 2
 CT1145
 CT1145.Superseded values are not recommended for survey control.
 CT1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1145.See file dsdata.txt to determine how the superseded data were derived.
 CT1145
 CT1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0791881522(NAD 83)
 CT1145_MARKER: DS = TRIANGULATION STATION DISK
 CT1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1145
 CT1145  HISTORY     - Date     Condition        Report By
 CT1145  HISTORY     - 1961     MONUMENTED       CGS
 CT1145
 CT1145                          STATION DESCRIPTION
 CT1145
 CT1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1145'THE STATION IS ON THE NORTH SIDE OF A VERY PROMINENT RIDGE
 CT1145'APPROXIMATELY 15-1/2 MILES SOUTHWEST OF ABILENE, 7-1/2 MILES
 CT1145'SOUTHEAST OF MERKEL, 6 MILES NORTHWEST OF VIEW, ON A SMALL
 CT1145'ROCKY KNOLL 103 FEET EAST OF A RADIO MAST AND ON PROPERTY
 CT1145'OWNED BY MR. H.A. TILLETT.
 CT1145'
 CT1145'TO REACH THE STATION FROM THE JUNCTION OF LOOP 39 AND FARM
 CT1145'ROAD 1235 IN CENTER OF MERKEL, GO SOUTH, EAST AND SOUTH ON
 CT1145'FARM ROAD 1235 FOR 6.25 MILES TO A GRAVEL ROAD STRAIGHT
 CT1145'AHEAD WHERE THE HIGHWAY CURVES TO THE LEFT.  CONTINUE STRAIGHT
 CT1145'AHEAD, SOUTH, ON THE GRAVEL ROAD FOR 0.05 MILE TO A FORK.
 CT1145'BEAR LEFT, SOUTHEAST, ON THE GRAVEL ROAD FOR 0.10 MILE TO A
 CT1145'CROSSROAD.  CONTINUE STRAIGHT AHEAD, SOUTH, ON THE GRAVEL ROAD
 CT1145'FOR 1.5 MILES TO A T-ROAD AT A GATE STRAIGHT AHEAD.  TURN
 CT1145'RIGHT, WEST, ON A GRADED ROAD FOR 0.05 MILE TO A LOCKED GATE.
 CT1145'PASS THROUGH THE GATE AND CONTINUE WEST ON THE GRADED ROAD
 CT1145'FOR 0.6 MILE TO ANOTHER LOCKED GATE JUST AFTER THE ROAD
 CT1145'TURNS TO THE LEFT.  (SAME KEY OPENS THIS GATE ALSO).  (THE
 CT1145'AZIMUTH MARK IS ON THE LEFT AT THIS GATE).  PASS THROUGH
 CT1145'THE GATE AND GO SOUTHERLY ON THE GRADED ROAD FOR 0.2
 CT1145'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT,
 CT1145'SOUTHEASTERLY, UP STEEP GRADE ON A GRADED ROAD FOR 0.4
 CT1145'MILE TO A TRACK ROAD ON THE RIGHT AT THE TOP OF THE
 CT1145'RIDGE.  TURN RIGHT, NORTHWEST, ON THE TRACK ROAD FOR 0.3
 CT1145'MILE TO THE SITE OF A RADIO MAST AND THE STATION ON THE
 CT1145'RIGHT.
 CT1145'
 CT1145'STATION MARKS ARE STANDARD DISKS STAMPED TILLETT 1961.  THE
 CT1145'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT1145'2 INCHES.  IT IS ON THE TOP OF A SMALL ROCKY KNOLL 103 FEET
 CT1145'EAST OF THE RADIO MAST, 23 FEET SOUTH OF AN OLD WOODEN ANTENNA
 CT1145'POLE AND 3.8 FEET SOUTHWEST OF A METAL WITNESS POST.  THE
 CT1145'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 18
 CT1145'INCHES BELOW THE SURFACE OF THE GROUND.
 CT1145'
 CT1145'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TILLETT NO 1
 CT1145'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CT1145'IT IS APPROXIMATELY 45 FEET NORTHEAST OF THE RADIO MAST, ON
 CT1145'THE WEST SLOPE OF THE KNOLL AND APPROXIMATELY 8 FEET LOWER
 CT1145'IN ELEVATION THAN THE STATION.
 CT1145'
 CT1145'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TILLETT NO 2
 CT1145'1961, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 CT1145'IT IS 38 FEET NORTHWEST OF THE OLD WOODEN ANTENNA POLE, ON
 CT1145'THE NORTHWEST SLOPE OF THE KNOLL AND APPROXIMATELY 8 FEET
 CT1145'LOWER IN ELEVATION THAN THE STATION.
 CT1145'
 CT1145'AZIMUTH MARK, A STANDARD DISK STAMPED TILLETT 1961, IS SET
 CT1145'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 CT1145'12 FEET EAST OF THE CENTER OF THE GATE AND THE GRADED ROAD,
 CT1145'5.5 FEET SOUTHWEST OF A FENCE CORNER, 2.8 FEET EAST OF A METAL
 CT1145'WITNESS POST AND 2 FEET SOUTH OF A FENCE.
 CT1145'
 CT1145'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CT1145'A SMALL AMOUNT OF CLEARING NEEDED TO SEE THE AZIMUTH MARK
 CT1145'FROM THE GROUND.
 CT1145'
 CT1145'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1398 ***********************************************************************
 AB1398  DESIGNATION -  TIME 1939
 AB1398  PID         -  AB1398
 AB1398  STATE/COUNTY-  TX/KENEDY
 AB1398  USGS QUAD   -  SOUTH OF POTRERO LOPENO NE (1975)
 AB1398
 AB1398                         *CURRENT SURVEY CONTROL
 AB1398  ___________________________________________________________________
 AB1398* NAD 83(1993)-  26 41 06.28390(N)    097 19 06.20533(W)     ADJUSTED  
 AB1398* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1398  ___________________________________________________________________
 AB1398  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AB1398  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AB1398
 AB1398  HORZ ORDER  -  THIRD
 AB1398
 AB1398.The horizontal coordinates were established by classical geodetic methods
 AB1398.and adjusted by the National Geodetic Survey in February 1996..
 AB1398
 AB1398.The orthometric height was scaled from a topographic map.
 AB1398
 AB1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1398
 AB1398.The geoid height was determined by GEOID03.
 AB1398
 AB1398;                    North         East     Units Scale Factor Converg.
 AB1398;SPC TX S     - 5,113,382.333   417,593.152   MT  0.99990990   +0 32 11.3
 AB1398;SPC TX S     -16,776,155.20  1,370,053.53   sFT  0.99990990   +0 32 11.3
 AB1398;UTM  14      - 2,952,658.483   667,317.893   MT  0.99994563   +0 45 19.3
 AB1398
 AB1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1398!SPC TX S     -   1.00000332  x   0.99990990  =   0.99991322
 AB1398!UTM  14      -   1.00000332  x   0.99994563  =   0.99994895
 AB1398
 AB1398                          SUPERSEDED SURVEY CONTROL
 AB1398
 AB1398  NAD 83(1986)-  26 41 06.30079(N)    097 19 06.17211(W) AD(       ) 3
 AB1398  NAD 27      -  26 41 05.07600(N)    097 19 05.25100(W) AD(       ) 3
 AB1398
 AB1398.Superseded values are not recommended for survey control.
 AB1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1398.See file dsdata.txt to determine how the superseded data were derived.
 AB1398
 AB1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6731852658(NAD 83)
 AB1398_MARKER: DS = TRIANGULATION STATION DISK
 AB1398_SETTING: 0 = UNSPECIFIED SETTING
 AB1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1398
 AB1398  HISTORY     - Date     Condition        Report By
 AB1398  HISTORY     - 1939     MONUMENTED       CGS
 AB1398  HISTORY     - 1946     GOOD             SUNOCO
 AB1398  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1398
 AB1398                          STATION DESCRIPTION
 AB1398
 AB1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AB1398'THE STATION IS LOCATED ON THE E OR GULF SIDE OF PADRE ISLAND.
 AB1398'BEST APPROACHED VIA BRAZOS SANTIAGO BY TAKING A FERRY TO
 AB1398'BRAZOS SANTIAGO FROM PORT ISABEL.  DRIVE N OF NORTH JETTY
 AB1398'(BRAZOS SANTIAGO) 48.2 STATUTE MILES BY AUTOMOBILE SPEEDOMETER
 AB1398'READING AND STATION WILL BE FOUND 58 METERS INSHORE FROM
 AB1398'HIGH-WATER LINE AT AN ELEVATION OF 15 FEET.
 AB1398'
 AB1398'MARK IS A STANDARD BRONZE DISK STAMPED TIME 1939 CEMENTED
 AB1398'IN THE TOP OF A 2-INCH PIPE DRIVEN 4 FEET IN GROUND AND
 AB1398'PROJECTING 1-1/2 FEET AT PRESENT TIME.
 AB1398
 AB1398                          STATION RECOVERY (1946)
 AB1398
 AB1398'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AB1398'THIS MARK WAS LOCATED AND APPEARS TO HAVE MOVED SLIGHTLY.
 AB1398'IT ANGLES ABOUT 15 DEGREES TO THE W.
 AB1398
 AB1398                          STATION RECOVERY (1949)
 AB1398
 AB1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1398'STATION IS BELIEVED LOST.  THE DUNES HAVE SHIFTED AND THERE
 AB1398'ARE NO DUNES AS MENTIONED IN THE DESCRIPTION.  NO REMAINS
 AB1398'OF THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2628 ***********************************************************************
 BY2628  DESIGNATION -  TIMPSON CHURCH
 BY2628  PID         -  BY2628
 BY2628  STATE/COUNTY-  TX/SHELBY
 BY2628  USGS QUAD   -  TIMPSON (1984)
 BY2628
 BY2628                         *CURRENT SURVEY CONTROL
 BY2628  ___________________________________________________________________
 BY2628* NAD 83(1993)-  31 54 11.70241(N)    094 23 56.15746(W)     ADJUSTED  
 BY2628* NAVD 88     -                                                        
 BY2628  ___________________________________________________________________
 BY2628  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 BY2628  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY2628
 BY2628  HORZ ORDER  -  THIRD
 BY2628
 BY2628.The horizontal coordinates were established by classical geodetic methods
 BY2628.and adjusted by the National Geodetic Survey in February 1996..
 BY2628
 BY2628
 BY2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2628
 BY2628.The geoid height was determined by GEOID03.
 BY2628
 BY2628;                    North         East     Units Scale Factor Converg.
 BY2628;SPC TX C     - 3,262,918.529 1,261,085.015   MT  1.00000541   +3 03 23.6
 BY2628;SPC TX C     -10,705,091.87  4,137,409.75   sFT  1.00000541   +3 03 23.6
 BY2628;SPC TXNC     - 2,033,807.707   987,858.381   MT  1.00007166   +2 14 12.1
 BY2628;SPC TXNC     - 6,672,584.12  3,240,998.70   sFT  1.00007166   +2 14 12.1
 BY2628;UTM  15      - 3,530,565.392   367,718.927   MT  0.99981580   -0 44 21.9
 BY2628
 BY2628                          SUPERSEDED SURVEY CONTROL
 BY2628
 BY2628  NAD 83(1986)-  31 54 11.70940(N)    094 23 56.14642(W) AD(       ) 4
 BY2628  NAD 27      -  31 54 11.09000(N)    094 23 55.41000(W) AD(       ) 3
 BY2628
 BY2628.Superseded values are not recommended for survey control.
 BY2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2628.See file dsdata.txt to determine how the superseded data were derived.
 BY2628
 BY2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR6771930565(NAD 83)
 BY2628
 BY2628  HISTORY     - Date     Condition        Report By
 BY2628  HISTORY     - 1919     FIRST OBSERVED   CGS
 BY2628  HISTORY     - 1935     GOOD             CGS
 BY2628
 BY2628                          STATION DESCRIPTION
 BY2628
 BY2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2628'THERE WERE FIVE CHURCHES IN TIMPSON IN 1919.  THE ONE SIGHTED
 BY2628'WAS PROBABLY THE SOUTHSIDE BAPTIST CHURCH.  THIS CHURCH IS
 BY2628'STILL STANDING UNCHANGED SINCE 1919.  ALL FIVE OF THESE
 BY2628'CHURCHES ARE WITHIN A RADIUS OF TWO BLOCKS.  NONE HAVE BEEN
 BY2628'CHANGED SINCE 1919, EXCEPT THE FIRST BAPTIST AND THE CHRISTIAN.
 BY2628'THESE TWO CHURCHES ARE STILL STANDING IN THE SAME LOCATION,
 BY2628'BUT THE SPIRES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2623 ***********************************************************************
 BY2623  DESIGNATION -  TIMPSON LOOKOUT TOWER 1958
 BY2623  PID         -  BY2623
 BY2623  STATE/COUNTY-  TX/SHELBY
 BY2623  USGS QUAD   -  ARCADIA (1984)
 BY2623
 BY2623                         *CURRENT SURVEY CONTROL
 BY2623  ___________________________________________________________________
 BY2623* NAD 83(1993)-  31 50 06.41973(N)    094 20 45.20787(W)     ADJUSTED  
 BY2623* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 BY2623  ___________________________________________________________________
 BY2623  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 BY2623  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY2623
 BY2623  HORZ ORDER  -  THIRD
 BY2623
 BY2623.The horizontal coordinates were established by classical geodetic methods
 BY2623.and adjusted by the National Geodetic Survey in February 1996..
 BY2623
 BY2623.The orthometric height was scaled from a topographic map.
 BY2623
 BY2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2623
 BY2623.The geoid height was determined by GEOID03.
 BY2623
 BY2623;                    North         East     Units Scale Factor Converg.
 BY2623;SPC TX C     - 3,255,643.211 1,266,501.602   MT  0.99998740   +3 05 02.0
 BY2623;SPC TX C     -10,681,222.77  4,155,180.67   sFT  0.99998740   +3 05 02.0
 BY2623;SPC TXNC     - 2,026,455.062   993,170.879   MT  1.00009593   +2 15 56.3
 BY2623;SPC TXNC     - 6,648,461.32  3,258,428.13   sFT  1.00009593   +2 15 56.3
 BY2623;UTM  15      - 3,522,948.961   372,641.187   MT  0.99980004   -0 42 36.1
 BY2623
 BY2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2623!SPC TX C     -   0.99997402  x   0.99998740  =   0.99996142
 BY2623!SPC TXNC     -   0.99997402  x   1.00009593  =   1.00006994
 BY2623!UTM  15      -   0.99997402  x   0.99980004  =   0.99977406
 BY2623
 BY2623                          SUPERSEDED SURVEY CONTROL
 BY2623
 BY2623  NAD 83(1986)-  31 50 06.42932(N)    094 20 45.19876(W) AD(       ) 4
 BY2623  NAD 27      -  31 50 05.80540(N)    094 20 44.47020(W) AD(       ) 3
 BY2623
 BY2623.Superseded values are not recommended for survey control.
 BY2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2623.See file dsdata.txt to determine how the superseded data were derived.
 BY2623
 BY2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR7264122949(NAD 83)
 BY2623_MARKER: 57 = LOOKOUT TOWER
 BY2623
 BY2623  HISTORY     - Date     Condition        Report By
 BY2623  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2623  HISTORY     - 1966     GOOD             CGS
 BY2623
 BY2623                          STATION DESCRIPTION
 BY2623
 BY2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2623'THE STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF CENTER,
 BY2623'ABOUT 6 MILES SOUTHEAST OF TIMPSON.
 BY2623'TIMPSON T.S.F.S. L.O.T. IS A 4-LEGGED STEEL STRUCTURE WITH
 BY2623'A GLASS ENCLOSE CAB, ABOUT A 100 FEET IN OVER-ALL HEIGHT AND
 BY2623'IS COLORED GRAY.  REFERENCE MARK NO. 4 FOR STATION BAKER
 BY2623'WAS ESTABLISHED UNDER THE CENTER.
 BY2623'
 BY2623'TO REACH THE STATION FROM RAIL ROAD STATION IN TIMPSON, GO
 BY2623'EAST ON U.S. HIGHWAY NO. 59 FOR 0.3 MILE TO THE JUNCTION OF
 BY2623'STATE ROAD NO. 87, TURN RIGHT AND GO SOUTHERLY ON STATE HIGHWAY
 BY2623'NO. 87 FOR 2.2 MILES TO THE JUNCTION OF FARM ROAD NO. 415, TURN
 BY2623'LEFT AND CONTINUE SOUTHERLY ON STATE HIGHWAY NO. 87 FOR 3.6
 BY2623'MILES TO A DRIVE WAY ON THE RIGHT AND THE AZIMUTH MARK ON THE
 BY2623'RIGHT AS DESCRIBED, TURN RIGHT ON THE TRACK ROAD AND GO
 BY2623'WESTERLY FOR 0.9 MILE TO THE LOOKOUT TOWER.
 BY2623'
 BY2623'A 4-WHEEL DRIVE IS REQUIRED IN WET WEATHER.
 BY2623
 BY2623                          STATION RECOVERY (1966)
 BY2623
 BY2623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BY2623'TIMPSON LOOKOUT TOWER RECOVERED AS DESCRIBED AND
 BY2623'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2626 ***********************************************************************
 BY2626  DESIGNATION -  TIMPSON MUNICIPAL TANK
 BY2626  PID         -  BY2626
 BY2626  STATE/COUNTY-  TX/SHELBY
 BY2626  USGS QUAD   -  TIMPSON (1984)
 BY2626
 BY2626                         *CURRENT SURVEY CONTROL
 BY2626  ___________________________________________________________________
 BY2626* NAD 83(1993)-  31 54 16.68094(N)    094 23 55.37970(W)     ADJUSTED  
 BY2626* NAVD 88     -                                                        
 BY2626  ___________________________________________________________________
 BY2626  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 BY2626  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY2626
 BY2626  HORZ ORDER  -  THIRD
 BY2626
 BY2626.The horizontal coordinates were established by classical geodetic methods
 BY2626.and adjusted by the National Geodetic Survey in February 1996..
 BY2626
 BY2626
 BY2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2626
 BY2626.The geoid height was determined by GEOID03.
 BY2626
 BY2626;                    North         East     Units Scale Factor Converg.
 BY2626;SPC TX C     - 3,263,072.747 1,261,097.245   MT  1.00000579   +3 03 24.0
 BY2626;SPC TX C     -10,705,597.84  4,137,449.88   sFT  1.00000579   +3 03 24.0
 BY2626;SPC TXNC     - 2,033,961.745   987,872.817   MT  1.00007119   +2 14 12.5
 BY2626;SPC TXNC     - 6,673,089.49  3,241,046.07   sFT  1.00007119   +2 14 12.5
 BY2626;UTM  15      - 3,530,718.433   367,741.336   MT  0.99981573   -0 44 21.6
 BY2626
 BY2626                          SUPERSEDED SURVEY CONTROL
 BY2626
 BY2626  NAD 83(1986)-  31 54 16.69011(N)    094 23 55.36971(W) AD(       ) 4
 BY2626  NAD 27      -  31 54 16.07600(N)    094 23 54.64200(W) AD(       ) 3
 BY2626
 BY2626.Superseded values are not recommended for survey control.
 BY2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2626.See file dsdata.txt to determine how the superseded data were derived.
 BY2626
 BY2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR6774130718(NAD 83)
 BY2626_MARKER: 53 = ELEVATED TANK
 BY2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2626+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2005
 BY2626
 BY2626  HISTORY     - Date     Condition        Report By
 BY2626  HISTORY     - 1919     FIRST OBSERVED   CGS
 BY2626  HISTORY     - 1935     GOOD             CGS
 BY2626  HISTORY     - 1958     GOOD             CGS
 BY2626  HISTORY     - 20050723 GOOD             USPSQD
 BY2626
 BY2626                          STATION DESCRIPTION
 BY2626
 BY2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2626'THIS TANK IS STILL STANDING UNCHANGED SINCE 1919.
 BY2626
 BY2626                          STATION RECOVERY (1958)
 BY2626
 BY2626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2626'THE STATION IS LOCATED IN ABOUT THE CENTRAL PART OF TIMPSON.
 BY2626'THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND ITS
 BY2626'OVER-ALL HEIGHT IS ABOUT 100 FEET.  IT IS PAINTED SILVER
 BY2626'IN COLOR.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
 BY2626
 BY2626                          STATION RECOVERY (2005)
 BY2626
 BY2626'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BY2626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0923 ***********************************************************************
 BP0923  DESIGNATION -  TINAJA
 BP0923  PID         -  BP0923
 BP0923  STATE/COUNTY-  TX/PRESIDIO
 BP0923  USGS QUAD   -  TINAJA (1983)
 BP0923
 BP0923                         *CURRENT SURVEY CONTROL
 BP0923  ___________________________________________________________________
 BP0923* NAD 83(1993)-  30 07 45.31605(N)    103 59 49.09907(W)     ADJUSTED  
 BP0923* NAVD 88     -      1440.     (meters)    4724.     (feet)  SCALED    
 BP0923  ___________________________________________________________________
 BP0923  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 BP0923  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 BP0923
 BP0923  HORZ ORDER  -  SECOND
 BP0923
 BP0923.The horizontal coordinates were established by classical geodetic methods
 BP0923.and adjusted by the National Geodetic Survey in February 1996..
 BP0923
 BP0923.The orthometric height was scaled from a topographic map.
 BP0923
 BP0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0923
 BP0923.The geoid height was determined by GEOID03.
 BP0923
 BP0923;                    North         East     Units Scale Factor Converg.
 BP0923;SPC TXSC     - 4,264,741.374   118,652.966   MT  0.99995912   -2 26 53.1
 BP0923;SPC TXSC     -13,991,905.66    389,280.61   sFT  0.99995912   -2 26 53.1
 BP0923;UTM  13      - 3,333,532.459   596,616.588   MT  0.99971516   +0 30 12.6
 BP0923
 BP0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0923!SPC TXSC     -   0.99977722  x   0.99995912  =   0.99973635
 BP0923!UTM  13      -   0.99977722  x   0.99971516  =   0.99949244
 BP0923
 BP0923:                Primary Azimuth Mark                     Grid Az
 BP0923:SPC TXSC     -  TINAJA AZ MK                             047 00 58.6
 BP0923:UTM  13      -  TINAJA AZ MK                             044 03 52.9
 BP0923
 BP0923|---------------------------------------------------------------------|
 BP0923| PID    Reference Object                     Distance      Geod. Az  |
 BP0923|                                                           dddmmss.s |
 BP0923| CH9764 TINAJA AZ MK                                       0443405.5 |
 BP0923| BP0924 MITCHELLS RANCH WATER TANK          APPROX.10.6 KM 0793343.7 |
 BP0923| BP0925 MITCHELLS RANCH TALL WINDMILL       APPROX.10.6 KM 0793431.2 |
 BP0923| CH9766 TINAJA RM 2                          12.404 METERS 09613     |
 BP0923| CH9765 TINAJA RM 1                          11.074 METERS 34938     |
 BP0923|---------------------------------------------------------------------|
 BP0923
 BP0923                          SUPERSEDED SURVEY CONTROL
 BP0923
 BP0923  NAD 83(1986)-  30 07 45.31110(N)    103 59 49.09630(W) AD(       ) 2
 BP0923  NAD 27      -  30 07 44.72200(N)    103 59 47.42100(W) AD(       ) 2
 BP0923
 BP0923.Superseded values are not recommended for survey control.
 BP0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0923.See file dsdata.txt to determine how the superseded data were derived.
 BP0923
 BP0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9661733532(NAD 83)
 BP0923_MARKER: DS = TRIANGULATION STATION DISK
 BP0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0923
 BP0923  HISTORY     - Date     Condition        Report By
 BP0923  HISTORY     - 1942     MONUMENTED       CGS
 BP0923
 BP0923                          STATION DESCRIPTION
 BP0923
 BP0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0923'STATION IS ON TOP OF A LOW BRUSHY HILL, LYING ABOUT 1-1/2 MILES
 BP0923'E OF ALAMITO CANYON, ON THE DIVIDE BETWEEN THE ALAMITO ON THE
 BP0923'W AND THE LOW PRAIRIE COUNTRY TO THE E.  IT IS ABOUT 14 MILES,
 BP0923'AIR LINE, S OF MARFA, ABOUT 5 MILES SSE OF TINAJA MAINTENANCE
 BP0923'STATION OF THE ALPINE-PRESIDIO RAILROAD, AND ABOUT 3 MILES SE OF
 BP0923'LAKE SAN ESTABAR IN THE ALAMITO CANYON.
 BP0923'
 BP0923'THE STATION IS ON THE HIGHEST POINT OF THIS HILL, AND IS MARKED
 BP0923'BY A STANDARD DISK, STAMPED TINAJA 1942, SET IN THE TOP OF A
 BP0923'SQUARE CONCRETE POST WHICH PROJECTS ABOVE THE GROUND.
 BP0923'
 BP0923'THE SUBSURFACE MARK IS A STANDARD DISK SET IN CONCRETE.
 BP0923'
 BP0923'REFERENCE MARK NO. 1 IS N OF THE STATION AND IS A STANDARD DISK,
 BP0923'STAMPED TINAJA NO. 1 1942, SET IN THE TOP OF A SQUARE CONCRETE
 BP0923'POST WHICH PROJECTS SEVERAL INCHES ABOVE THE GROUND.
 BP0923'
 BP0923'REFERENCE MARK NO. 2 IS ESE OF THE STATION, A STANDARD DISK,
 BP0923'STAMPED TINAJA NO. 2 1942, SET IN THE TOP OF A SQUARE CONCRETE
 BP0923'POST WHICH PROJECTS ABOVE THE GROUND.
 BP0923'
 BP0923'THE AZIMUTH MARK IS ABOUT 50 YARDS SW OF THE LAST LONE TANK
 BP0923'MENTIONED BELOW, AND 15 FEET SE OF THE TRACK ROAD LEADING TOWARD
 BP0923'STATION.  IT IS MARKED BY A STANDARD DISK, STAMPED TINAJA 1942,
 BP0923'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOVE
 BP0923'THE GROUND.
 BP0923'
 BP0923'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF THE MAIN
 BP0923'STREET AND U.S. HIGHWAY 90 IN MARFA, GO S ON THE PRESIDIO
 BP0923'HIGHWAY, PAVED, 0.4 MILE.  TURN LEFT AT THE STATE HIGHWAY
 BP0923'DEPARTMENT SHOPS AND GO E ON A LANE ROAD 0.6 MILE.  TURN
 BP0923'RIGHT AT END OF LANE AND GO SE ON A SMALL GRADED ROAD 2.7 MILES
 BP0923'TO A FORKS ABOUT 100 YARDS S OF A CATTLE GUARD.  TAKE THIS LEFT
 BP0923'FORK AND CONTINUE S ON A TRACK ROAD 1.3 MILES TO A WELL,
 BP0923'CONTINUE S FROM THIS WELL 1.8 MILES TO ANOTHER WELL.  PASS
 BP0923'AROUND THIS WELL AND TANK (THE RIGHT FORK GOES SW ABOUT 1
 BP0923'MILE TO A LARGE RANCH HOUSE) AND CONTINUE S ON TRACK ROAD 1.2
 BP0923'MILES.  PASS THROUGH A GATE AND CONTINUE S 1.8 MILES TO
 BP0923'RAILROAD CROSSING.  CROSS TRACKS, PASSING THROUGH TWO
 BP0923'GATES, AND CONTINUE S 0.9 MILE TO THREE WELLS.  CONTINUE S ON A
 BP0923'TRACK ROAD FROM THE WELLS 0.4 MILE, PASS THROUGH A GATE AND
 BP0923'CONTINUE S 1.9 MILES TO THE SECOND LONE TANK.  AZIMUTH MARK
 BP0923'IS HERE.  BEAR RIGHT AND GO SW ON A TRACK ROAD 1.7 MILES
 BP0923'TO THE TOP OF A LOW DIVIDE.  HERE BEAR LEFT OFF THE ROAD AND GO
 BP0923'CROSS COUNTRY (SSW) 0.3 MILE TO THE TOP OF A LOW BUSHY HILL
 BP0923'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1930 ***********************************************************************
 FL1930  DESIGNATION -  TINDALL
 FL1930  PID         -  FL1930
 FL1930  STATE/COUNTY-  TX/WHEELER
 FL1930  USGS QUAD   -  TWITTY (1976)
 FL1930
 FL1930                         *CURRENT SURVEY CONTROL
 FL1930  ___________________________________________________________________
 FL1930* NAD 83(1993)-  35 19 38.23337(N)    100 14 12.82368(W)     ADJUSTED  
 FL1930* NAVD 88     -       700.     (meters)    2297.     (feet)  SCALED    
 FL1930  ___________________________________________________________________
 FL1930  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 FL1930  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL1930
 FL1930  HORZ ORDER  -  SECOND
 FL1930
 FL1930.The horizontal coordinates were established by classical geodetic methods
 FL1930.and adjusted by the National Geodetic Survey in February 1996..
 FL1930
 FL1930.The orthometric height was scaled from a topographic map.
 FL1930
 FL1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1930
 FL1930.The geoid height was determined by GEOID03.
 FL1930
 FL1930;                    North         East     Units Scale Factor Converg.
 FL1930;SPC TX N     - 1,147,978.203   314,832.281   MT  0.99991212   +0 43 55.3
 FL1930;SPC TX N     - 3,766,325.15  1,032,912.24   sFT  0.99991212   +0 43 55.3
 FL1930;UTM  14      - 3,910,040.678   387,579.582   MT  0.99975575   -0 42 55.1
 FL1930
 FL1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1930!SPC TX N     -   0.99989425  x   0.99991212  =   0.99980638
 FL1930!UTM  14      -   0.99989425  x   0.99975575  =   0.99965003
 FL1930
 FL1930:                Primary Azimuth Mark                     Grid Az
 FL1930:SPC TX N     -  TINDALL AZ MK                            001 51 01.6
 FL1930:UTM  14      -  TINDALL AZ MK                            003 17 52.0
 FL1930
 FL1930|---------------------------------------------------------------------|
 FL1930| PID    Reference Object                     Distance      Geod. Az  |
 FL1930|                                                           dddmmss.s |
 FL1930| CL3437 TINDALL AZ MK                                      0023456.9 |
 FL1930| CL3438 TINDALL RM 1                         14.312 METERS 21529     |
 FL1930| CL3439 TINDALL RM 2                         11.945 METERS 34023     |
 FL1930|---------------------------------------------------------------------|
 FL1930
 FL1930                          SUPERSEDED SURVEY CONTROL
 FL1930
 FL1930  NAD 83(1993)-  35 19 38.23392(N)    100 14 12.82363(W) AD(       ) 2
 FL1930  NAD 83(1986)-  35 19 38.23711(N)    100 14 12.81401(W) AD(       ) 2
 FL1930  NAD 27      -  35 19 38.06600(N)    100 14 11.38200(W) AD(       ) 2
 FL1930
 FL1930.Superseded values are not recommended for survey control.
 FL1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1930.See file dsdata.txt to determine how the superseded data were derived.
 FL1930
 FL1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8758010041(NAD 83)
 FL1930_MARKER: DS = TRIANGULATION STATION DISK
 FL1930_SETTING: 66 = SET IN ROCK OUTCROP
 FL1930
 FL1930  HISTORY     - Date     Condition        Report By
 FL1930  HISTORY     - 1951     MONUMENTED       CGS
 FL1930
 FL1930                          STATION DESCRIPTION
 FL1930
 FL1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1930'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF WHEELER, 4 MILES
 FL1930'NORTH OF THE POINT WHERE U.S. HIGHWAY 83 CROSSES THE RED RIVER,
 FL1930'1 MILE NORTH OF TWITTY, 55 YARDS WEST OF U.S. HIGHWAY 83, AND
 FL1930'ON THE HIGHEST POINT OF A GRASS-COVERED KNOLL.  THE MARK,
 FL1930'STAMPED TINDALL 1951, IS A BRONZE DISK SET IN BEDROCK FLUSH WITH
 FL1930'THE SURFACE OF THE GROUND AND 10 FEET WEST OF A WHITE WITNESS
 FL1930'POST.
 FL1930'
 FL1930'REFERENCE MARK NO. 1, STAMPED TINDALL NO 1 1951, IS A BRONZE
 FL1930'DISK SET IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE
 FL1930'GROUND AND 3 FEET LOWER THAN THE STATION.
 FL1930'
 FL1930'REFERENCE MARK NO. 2, STAMPED TINDALL NO 2 1951, IS A BRONZE
 FL1930'DISK SET IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE
 FL1930'GROUND AND 2 FEET LOWER THAN THE STATION.
 FL1930'
 FL1930'THE AZIMUTH MARK, STAMPED TINDALL 1951, IS A BRONZE DISK SET
 FL1930'IN THE NORTH END OF THE EAST RAIL OF A CONCRETE CULVERT, 100
 FL1930'YARDS NORTH OF SOME FARM BUILDINGS, 7 FEET EAST OF THE EAST
 FL1930'EDGE OF THE PAVEMENT AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 FL1930'
 FL1930'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER GO SOUTH
 FL1930'ON U.S. HIGHWAY 83 FOR 7.0 MILES TO THE CONCRETE CULVERT AND
 FL1930'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY
 FL1930'83 FOR 0.8 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT
 FL1930'THRU THE GATE AND GO NORTH-NORTHWEST FOR 0.1 MILE TO THE TOP
 FL1930'OF THE GRASSY KNOLL AND STATION ON THE HIGHEST PART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2615 ***********************************************************************
 AX2615  DESIGNATION -  TINSLEY
 AX2615  PID         -  AX2615
 AX2615  STATE/COUNTY-  TX/GONZALES
 AX2615  USGS QUAD   -  GONZALES SOUTH (1987)
 AX2615
 AX2615                         *CURRENT SURVEY CONTROL
 AX2615  ___________________________________________________________________
 AX2615* NAD 83(1993)-  29 25 47.76122(N)    097 27 28.13582(W)     ADJUSTED  
 AX2615* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 AX2615  ___________________________________________________________________
 AX2615  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AX2615  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AX2615
 AX2615  HORZ ORDER  -  THIRD
 AX2615
 AX2615.The horizontal coordinates were established by classical geodetic methods
 AX2615.and adjusted by the National Geodetic Survey in February 1996..
 AX2615
 AX2615.The orthometric height was scaled from a topographic map.
 AX2615
 AX2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2615
 AX2615.The geoid height was determined by GEOID03.
 AX2615
 AX2615;                    North         East     Units Scale Factor Converg.
 AX2615;SPC TXSC     - 4,177,931.994   749,618.132   MT  0.99986461   +0 45 19.9
 AX2615;SPC TXSC     -13,707,098.55  2,459,372.15   sFT  0.99986461   +0 45 19.9
 AX2615;UTM  14      - 3,256,609.481   649,592.281   MT  0.99987613   +0 45 28.5
 AX2615
 AX2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2615!SPC TXSC     -   0.99998673  x   0.99986461  =   0.99985135
 AX2615!UTM  14      -   0.99998673  x   0.99987613  =   0.99986287
 AX2615
 AX2615:                Primary Azimuth Mark                     Grid Az
 AX2615:SPC TXSC     -  CAPOTE                                   281 45 20.6
 AX2615:UTM  14      -  CAPOTE                                   281 45 12.0
 AX2615
 AX2615|---------------------------------------------------------------------|
 AX2615| PID    Reference Object                     Distance      Geod. Az  |
 AX2615|                                                           dddmmss.s |
 AX2615| AX2623 CAPOTE                              APPROX.33.1 KM 2823040.5 |
 AX2615|---------------------------------------------------------------------|
 AX2615
 AX2615                          SUPERSEDED SURVEY CONTROL
 AX2615
 AX2615  NAD 83(1986)-  29 25 47.77399(N)    097 27 28.12331(W) AD(       ) 3
 AX2615  NAD 27      -  29 25 46.91158(N)    097 27 27.15235(W) AD(       ) 3
 AX2615
 AX2615.Superseded values are not recommended for survey control.
 AX2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2615.See file dsdata.txt to determine how the superseded data were derived.
 AX2615
 AX2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT4959256609(NAD 83)
 AX2615
 AX2615  HISTORY     - Date     Condition        Report By
 AX2615  HISTORY     - UNK      MONUMENTED
 AX2615  HISTORY     - 1963     GOOD             USGS
 AX2615
 AX2615                          STATION DESCRIPTION
 AX2615
 AX2615'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2615'ON LAND BELONGING TO G. W. TINSLEY, OF GONZALES.  ABOUT 5 MI. S. OF
 AX2615'THE GONZALES COURTHOUSE, 1.25 FT. S. OF THE GONZALES YORKTOWN ROAD,
 AX2615'AND ON THE HIGHEST POINT OF A WOODED RIDGE.
 AX2615'
 AX2615'RECOVERED AND REDESCRIBED AS FOLLOWS -- STATION WAS
 AX2615'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 AX2615'TO STATION SITE ARE CORRECTED AS FOLLOWS
 AX2615'
 AX2615'BEGINNING AT SW. CORNER OF COURTHOUSE IN GONZALES, GO SOUTHERLY 1.5
 AX2615'MI. ON U.S. HIGHWAY 183 TO STATE HIGHWAY 97 RIGHT.  CONTINUE SOUTHERLY
 AX2615'ON HIGHWAY 183 1.1 MI. TO GRAVEL RD. RIGHT.  TURN ON GRAVEL RD. 2.1
 AX2615'MI. TO PRIVATE DRIVE WITH LOCKED GATE RIGHT, PROCEED THROUGH GATE
 AX2615'WESTERLY 0.25 MI. TO GATE NEAR HOUSE, TURN SOUTHERLY ACROSS PASTURE TO
 AX2615'HIGHEST POINT AND STATION.
 AX2615'
 AX2615'STATION MARK--AN IRON BENCH MARK POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3149 ***********************************************************************
 CS3149  DESIGNATION -  TINSLEY
 CS3149  PID         -  CS3149
 CS3149  STATE/COUNTY-  TX/PARKER
 CS3149  USGS QUAD   -  LAKE WEATHERFORD (1979)
 CS3149
 CS3149                         *CURRENT SURVEY CONTROL
 CS3149  ___________________________________________________________________
 CS3149* NAD 83(1993)-  32 47 18.92317(N)    097 38 26.20471(W)     ADJUSTED  
 CS3149* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 CS3149  ___________________________________________________________________
 CS3149  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 CS3149  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CS3149
 CS3149  HORZ ORDER  -  FIRST
 CS3149
 CS3149.The horizontal coordinates were established by classical geodetic methods
 CS3149.and adjusted by the National Geodetic Survey in February 1996..
 CS3149
 CS3149.The orthometric height was scaled from a topographic map.
 CS3149
 CS3149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3149
 CS3149.The geoid height was determined by GEOID03.
 CS3149
 CS3149;                    North         East     Units Scale Factor Converg.
 CS3149;SPC TXNC     - 2,124,739.083   680,493.211   MT  0.99988310   +0 28 07.3
 CS3149;SPC TXNC     - 6,970,914.81  2,232,584.81   sFT  0.99988310   +0 28 07.3
 CS3149;UTM  14      - 3,628,668.252   627,295.287   MT  0.99979980   +0 44 10.5
 CS3149
 CS3149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3149!SPC TXNC     -   0.99995122  x   0.99988310  =   0.99983432
 CS3149!UTM  14      -   0.99995122  x   0.99979980  =   0.99975103
 CS3149
 CS3149|---------------------------------------------------------------------|
 CS3149| PID    Reference Object                     Distance      Geod. Az  |
 CS3149|                                                           dddmmss.s |
 CS3149| CY2468 TINSLEY RM 1                         24.116 METERS 03427     |
 CS3149| CY2467 TINSLEY AZ MK                                      0870613.1 |
 CS3149| CY2469 TINSLEY RM 2                         36.426 METERS 15029     |
 CS3149| CS3155 DEAN RANCH WATER TANK               APPROX. 7.5 KM 1543534.9 |
 CS3149|---------------------------------------------------------------------|
 CS3149
 CS3149                          SUPERSEDED SURVEY CONTROL
 CS3149
 CS3149  NAD 83(1993)-  32 47 18.92591(N)    097 38 26.18867(W) AD(       ) 1
 CS3149  NAD 83(1986)-  32 47 18.92622(N)    097 38 26.18853(W) AD(       ) 1
 CS3149  NAD 27      -  32 47 18.45900(N)    097 38 25.09600(W) AD(       ) 1
 CS3149
 CS3149.Superseded values are not recommended for survey control.
 CS3149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3149.See file dsdata.txt to determine how the superseded data were derived.
 CS3149
 CS3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2729528668(NAD 83)
 CS3149_MARKER: DD = SURVEY DISK
 CS3149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3149
 CS3149  HISTORY     - Date     Condition        Report By
 CS3149  HISTORY     - 1946     MONUMENTED       CGS
 CS3149  HISTORY     - 1951     GOOD             CGS
 CS3149  HISTORY     - 1963     GOOD             CGS
 CS3149  HISTORY     - 1963     GOOD             NGS
 CS3149  HISTORY     - 1980     GOOD             NGS
 CS3149  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS3149
 CS3149                          STATION DESCRIPTION
 CS3149
 CS3149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3149'STATION IS ABOUT 14 MILES WNW OF FORT WORTH AND ABOUT 10 MILES
 CS3149'NE OF WEATHERFORD, ON LAND OWNED BY FLOYD TINSLEY WHO LIVES 300
 CS3149'YARDS W OF THE STATION.  IT IS 138 FEET NW OF THE GATE IN THE
 CS3149'FENCE LINE, 144 FEET N OF THE APPROXIMATE CENTER LINE OF A
 CS3149'GRAVEL ROAD, AND APPROXIMATELY 700 FEET WNW OF AN AIRWAY BEACON
 CS3149'ON THE OTHER SIDE OF THE ROAD.
 CS3149'
 CS3149'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CS3149'THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED TINSLEY
 CS3149'1946 AND PROJECTS 1 INCH.
 CS3149'
 CS3149'REFERENCE MARK 1 IS 79.12 FEET NE OF THE STATION, 45 FEET W
 CS3149'OF A RANCH TRACK ROAD, AND 150 FEET N OF AN E-W FENCE LINE.
 CS3149'IT IS A BRONZE REFERENCE DISK, STAMPED TINSLEY NO 1 1946, AND
 CS3149'SET IN THE TOP OF A CONCRETE POST.  MARK PROJECTS 1 INCH.
 CS3149'
 CS3149'REFERENCE MARK 2 IS 119.51 FEET S OF THE STATION, 1 FOOT N OF
 CS3149'AN E-W FENCE LINE, 25 FEET N OF THE APPROXIMATE CENTER LINE OF A
 CS3149'GRAVEL ROAD, AND 70 FEET W OF THE GATE IN FENCE LINE.  IT IS A
 CS3149'BRONZE REFERENCE DISK, STAMPED TINSLEY NO 2 1946, AND SET IN
 CS3149'THE TOP OF A CONCRETE POST.  MARK PROJECTS 2 INCHES.
 CS3149'
 CS3149'AZIMUTH MARK IS 0.45 MILE E OF THE STATION, 16 FEET N OF THE
 CS3149'APPROXIMATE CENTER LINE OF AN E-W GRAVEL ROAD, 2 FEET N OF FENCE
 CS3149'LINE, AND APPROXIMATELY 200 FEET W OF SE CORNER OF PASTURE FENCE.
 CS3149'IT IS A BRONZE AZIMUTH DISK, STAMPED TINSLEY 1946, AND SET IN THE
 CS3149'TOP OF A CONCRETE POST.  MARK PROJECTS 2 INCHES.
 CS3149'
 CS3149'TO REACH FROM WILL ROGERS MEMORIAL BUILDING IN FORT WORTH, GO
 CS3149'W ON U.S. HIGHWAY 80 FOR 14.8 MILES TO ROAD SIGN TEXAS STATE
 CS3149'FARM ROAD NO. 5 AND CROSSROADS.  TURN RIGHT OR N ON GRAVEL ROAD
 CS3149'AND GO 3.9 MILES TO A T-ROAD LEFT.  TURN LEFT OR W AND GO 2 MILES
 CS3149'TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE W FOR 0.45
 CS3149'MILE TO GATE IN FENCE LINE ON RIGHT AND STATION AS DESCRIBED.
 CS3149'
 CS3149'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3149
 CS3149                          STATION RECOVERY (1951)
 CS3149
 CS3149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3149'THIS STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 CS3149'CONDITION AS DESCRIBED.  THE ROAD HAS BEEN REBUILT AND THE
 CS3149'AZIMUTH MARK IS LOST.  DEAN RANCH WATER TANK OR WEATHERFORD
 CS3149'MUNICIPAL WATER TANK CAN BE USED FOR AZIMUTH.  AIRWAY GREEN NO. 5,
 CS3149'BEACON NO. 52 HAS BEEN REMOVED AND NO EVIDENCE OF THE TOWER
 CS3149'REMAINS.
 CS3149
 CS3149                          STATION RECOVERY (1963)
 CS3149
 CS3149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3149'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3149'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS LOST
 CS3149'WHEN THE RIGHT-OF-WAY WAS WIDENED AND THE ROAD REBUILT.  THE
 CS3149'STATION WAS REACHED AS FOLLOWS--TO REACH FROM THE JUNCTION OF U.S.
 CS3149'HIGHWAYS 80, 180, 377 AND STATE HIGHWAY 183 WHICH IS IN THE
 CS3149'WESTERN PART OF FORT WORTH, GO WEST ON U.S. HIGHWAY 80-180 FOR
 CS3149'9.6 MILES TO A CROSSROAD AT THE JUNCTION OF FARM ROAD 5.  TURN
 CS3149'RIGHT, NORTH, AND FOLLOW THE BLACK TOP ROAD FOR 4.0 MILES TO A
 CS3149'SIDE ROAD ON THE LEFT, JUST AFTER PASSING A STONE HOUSE.
 CS3149'TURN LEFT, WEST, GO 2.6 MILES TO THE STATION ON THE RIGHT.
 CS3149
 CS3149                          STATION RECOVERY (1963)
 CS3149
 CS3149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CS3149'STATION MARK--A STANDARD USC AND GS DISK SET IN A CONCRETE POST
 CS3149'PROJECTING 1 IN. ABOVE THE GROUND AND STAMPED ---TINSLEY 1946---.
 CS3149
 CS3149                          STATION RECOVERY (1980)
 CS3149
 CS3149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CS3149'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS FOUND EXCEPT THE
 CS3149'AZIMUTH MARK.  NO NEW AZIMUTH WAS SET BY REQUEST OF PROPERTY
 CS3149'OWNER.  CONTACT OWNER BEFORE USING STATION.  HE LIVES 0.35 MILE WEST.
 CS3149
 CS3149                          STATION RECOVERY (1997)
 CS3149
 CS3149'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1185 ***********************************************************************
 DN1185  DESIGNATION -  TIOGA 2
 DN1185  PID         -  DN1185
 DN1185  STATE/COUNTY-  TX/GRAYSON
 DN1185  USGS QUAD   -  PILOT POINT (1961)
 DN1185
 DN1185                         *CURRENT SURVEY CONTROL
 DN1185  ___________________________________________________________________
 DN1185* NAD 83(1993)-  33 29 08.01956(N)    096 54 44.29149(W)     ADJUSTED  
 DN1185* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 DN1185  ___________________________________________________________________
 DN1185  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DN1185  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 DN1185
 DN1185  HORZ ORDER  -  THIRD
 DN1185
 DN1185.The horizontal coordinates were established by classical geodetic methods
 DN1185.and adjusted by the National Geodetic Survey in February 1996..
 DN1185.No horizontal observational check was made to the station.
 DN1185
 DN1185.The orthometric height was scaled from a topographic map.
 DN1185
 DN1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1185
 DN1185.The geoid height was determined by GEOID03.
 DN1185
 DN1185;                    North         East     Units Scale Factor Converg.
 DN1185;SPC TXNC     - 2,202,814.378   747,537.122   MT  0.99990121   +0 51 57.3
 DN1185;SPC TXNC     - 7,227,066.84  2,452,544.71   sFT  0.99990121   +0 51 57.3
 DN1185;UTM  14      - 3,707,068.586   693,965.614   MT  1.00006386   +1 09 07.9
 DN1185
 DN1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1185!SPC TXNC     -   0.99996975  x   0.99990121  =   0.99987096
 DN1185!UTM  14      -   0.99996975  x   1.00006386  =   1.00003361
 DN1185
 DN1185:                Primary Azimuth Mark                     Grid Az
 DN1185:SPC TXNC     -  COLLINSVILLE MUNICIPAL TANK              000 16 01.3
 DN1185:UTM  14      -  COLLINSVILLE MUNICIPAL TANK              359 58 50.7
 DN1185
 DN1185|---------------------------------------------------------------------|
 DN1185| PID    Reference Object                     Distance      Geod. Az  |
 DN1185|                                                           dddmmss.s |
 DN1185| DN1254 COLLINSVILLE MUNICIPAL TANK         APPROX. 8.3 KM 0010758.6 |
 DN1185| CY2474 TIOGA 2 RM 3                         18.456 METERS 02214     |
 DN1185| DN1186 TIOGA                                 7.588 METERS 10837     |
 DN1185| DN1183 TIOGA MUNICIPAL TANK                APPROX. 2.1 KM 1834632.6 |
 DN1185| CY2475 TIOGA 2 RM 4                         18.665 METERS 20157     |
 DN1185| DN1184 PILOT POINT MUNICIPAL TANK          APPROX.11.0 KM 2040815.6 |
 DN1185| CY2473 TIOGA 2 AZ MK                                      2272340.6 |
 DN1185|---------------------------------------------------------------------|
 DN1185
 DN1185                          SUPERSEDED SURVEY CONTROL
 DN1185
 DN1185  NAD 83(1993)-  33 29 08.02039(N)    096 54 44.28701(W) AD(       ) 3
 DN1185  NAD 83(1986)-  33 29 08.02499(N)    096 54 44.28027(W) AD(       ) 3
 DN1185  NAD 27      -  33 29 07.62160(N)    096 54 43.26440(W) AD(       ) 3
 DN1185
 DN1185.Superseded values are not recommended for survey control.
 DN1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1185.See file dsdata.txt to determine how the superseded data were derived.
 DN1185
 DN1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9396607069(NAD 83)
 DN1185_MARKER: DS = TRIANGULATION STATION DISK
 DN1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1185
 DN1185  HISTORY     - Date     Condition        Report By
 DN1185  HISTORY     - 1964     MONUMENTED       CGS
 DN1185  HISTORY     - 19990213 GOOD             USPSQD
 DN1185
 DN1185                          STATION DESCRIPTION
 DN1185
 DN1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 DN1185'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF COLLINSVILLE AND
 DN1185'1.0 MILE NORTH OF TIOGA, AND ALONG THE WEST RIGHT-OF-WAY OF
 DN1185'STATE HIGHWAY 99.  THE STATION IS ABOUT 1/2 MILE WEST OF A
 DN1185'FARM HOUSE.
 DN1185'
 DN1185'TO REACH THE STATION FROM THE MAIN INTERSECTION OF THE STREETS
 DN1185'WHICH ARE 1 BLOCK WEST OF THE POST OFFICE IN TIOGA, GO NORTH
 DN1185'ON STATE HIGHWAY 99 FOR 1.35 MILE TO THE STATION ON THE LEFT.
 DN1185'
 DN1185'STATION MARKS ARE STANDARD DISKS STAMPED TIOGA 2 1964.  THE
 DN1185'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 DN1185'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 61 FEET WEST OF
 DN1185'THE CENTER LINE OF HIGHWAY, 330 FEET NORTH OF THE EXTENDED
 DN1185'CENTER LINE OF A PRIVATE DRIVEWAY, AND 1 FOOT WEST OF A METAL
 DN1185'WITNESS POST.  THE UNDER GROUND DISK IS SET IN AN IRREGULAR
 DN1185'MASS OF CONCRETE 45 INCHES BELOW THE SURFACE OF THE GROUND.
 DN1185'
 DN1185'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED TIOGA 2 NO 3
 DN1185'1964, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 DN1185'5 INCHES ABOVE THE GROUND.  IT IS 60.5 FEET WEST OF THE CENTER
 DN1185'LINE OF HIGHWAY, AND IN THE RIGHT-OF-WAY FENCE LINE.
 DN1185'
 DN1185'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED TIOGA 2 NO
 DN1185'4 1964, IS SET IN AN 8 IN X 8 IN CONCRETE POST WHICH PROJECTS
 DN1185'6 INCHES ABOVE THE GROUND.  IT IS 61 FEET WEST OF THE CENTER
 DN1185'LINE OF HIGHWAY, 270 FEET NORTH OF THE EXTENDED CENTER LINE
 DN1185'OF THE PRIVATE DRIVEWAY, AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 DN1185'FENCE LINE.
 DN1185'
 DN1185'AZIMUTH MARK, A STANDARD DISK STAMPED TIOGA 2 1964, IS SET IN
 DN1185'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 DN1185'THE GROUND.  IT IS 49 FEET NORTH OF THE CENTER LINE OF AN
 DN1185'EAST-WEST ROAD, 48 FEET WEST OF THE WEST RAIL OF THE TEXAS
 DN1185'AND PACIFIC RAILROAD TRACKS, 12 FEET NORTHWEST OF A GUYED
 DN1185'TELEGRAPH POLE, 1 FOOT EAST OF A FENCE LINE, AND 1 FOOT NORTH
 DN1185'OF A METAL WITNESS POST.
 DN1185'
 DN1185'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 DN1185'HIGHWAY 99 FOR 0.45 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 DN1185'RIGHT, WEST, GO 0.2 MILE TO THE RAILROAD CROSSING AND THE
 DN1185'AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE ROAD AND RAILROAD
 DN1185'INTERSECTION.
 DN1185'
 DN1185'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 DN1185
 DN1185                          STATION RECOVERY (1999)
 DN1185
 DN1185'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1183 ***********************************************************************
 DN1183  DESIGNATION -  TIOGA MUNICIPAL TANK
 DN1183  PID         -  DN1183
 DN1183  STATE/COUNTY-  TX/GRAYSON
 DN1183  USGS QUAD   -  PILOT POINT (1961)
 DN1183
 DN1183                         *CURRENT SURVEY CONTROL
 DN1183  ___________________________________________________________________
 DN1183* NAD 83(1993)-  33 28 00.86779(N)    096 54 49.57909(W)     ADJUSTED  
 DN1183* NAVD 88     -                                                        
 DN1183  ___________________________________________________________________
 DN1183  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DN1183  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 DN1183
 DN1183  HORZ ORDER  -  THIRD
 DN1183
 DN1183.The horizontal coordinates were established by classical geodetic methods
 DN1183.and adjusted by the National Geodetic Survey in February 1996..
 DN1183
 DN1183
 DN1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1183
 DN1183.The geoid height was determined by GEOID03.
 DN1183
 DN1183;                    North         East     Units Scale Factor Converg.
 DN1183;SPC TXNC     - 2,200,743.870   747,431.880   MT  0.99989881   +0 51 54.4
 DN1183;SPC TXNC     - 7,220,273.85  2,452,199.43   sFT  0.99989881   +0 51 54.4
 DN1183;UTM  14      - 3,704,997.239   693,870.692   MT  1.00006340   +1 09 03.0
 DN1183
 DN1183                          SUPERSEDED SURVEY CONTROL
 DN1183
 DN1183  NAD 83(1993)-  33 28 00.86852(N)    096 54 49.57441(W) AD(       ) 4
 DN1183  NAD 83(1986)-  33 28 00.87300(N)    096 54 49.56784(W) AD(       ) 4
 DN1183  NAD 27      -  33 28 00.47500(N)    096 54 48.54900(W) AD(       ) 3
 DN1183
 DN1183.Superseded values are not recommended for survey control.
 DN1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1183.See file dsdata.txt to determine how the superseded data were derived.
 DN1183
 DN1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9387104997(NAD 83)
 DN1183_MARKER: 53 = ELEVATED TANK
 DN1183
 DN1183  HISTORY     - Date     Condition        Report By
 DN1183  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1183  HISTORY     - 1957     GOOD             CGS
 DN1183  HISTORY     - 19990213 GOOD             USPSQD
 DN1183
 DN1183                          STATION DESCRIPTION
 DN1183
 DN1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1183'THE STATION IS LOCATED IN THE EAST-CENTRAL SECTION OF TIOGA.
 DN1183'
 DN1183'THE TANK HAS A CONICAL ROOF WITH A BALL AT THE APEX, IS
 DN1183'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL
 DN1183'HEIGHT OF 120 FEET.
 DN1183'
 DN1183'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1183
 DN1183                          STATION RECOVERY (1957)
 DN1183
 DN1183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1183'TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1183'FOR PROCEEDING TO TANK SITE ARE CORRECT.
 DN1183
 DN1183                          STATION RECOVERY (1999)
 DN1183
 DN1183'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6227 ***********************************************************************
 AW6227  DESIGNATION -  TIP 1931
 AW6227  PID         -  AW6227
 AW6227  STATE/COUNTY-  TX/HARRIS
 AW6227  USGS QUAD   -  HIGHLANDS (1995)
 AW6227
 AW6227                         *CURRENT SURVEY CONTROL
 AW6227  ___________________________________________________________________
 AW6227* NAD 83(1993)-  29 46 19.67590(N)    095 04 35.79522(W)     ADJUSTED  
 AW6227* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6227  ___________________________________________________________________
 AW6227  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6227  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6227
 AW6227  HORZ ORDER  -  THIRD
 AW6227
 AW6227.The horizontal coordinates were established by classical geodetic methods
 AW6227.and adjusted by the National Geodetic Survey in February 1996..
 AW6227
 AW6227.The orthometric height was scaled from a topographic map.
 AW6227
 AW6227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6227
 AW6227.The geoid height was determined by GEOID03.
 AW6227
 AW6227;                    North         East     Units Scale Factor Converg.
 AW6227;SPC TXSC     - 4,221,234.925   979,303.141   MT  0.99989226   +1 55 19.6
 AW6227;SPC TXSC     -13,849,168.25  3,212,930.39   sFT  0.99989226   +1 55 19.6
 AW6227;UTM  15      - 3,295,343.240   299,237.365   MT  1.00009732   -1 01 53.4
 AW6227
 AW6227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6227!SPC TXSC     -   1.00000427  x   0.99989226  =   0.99989653
 AW6227!UTM  15      -   1.00000427  x   1.00009732  =   1.00010159
 AW6227
 AW6227                          SUPERSEDED SURVEY CONTROL
 AW6227
 AW6227  NAD 83(1986)-  29 46 19.69134(N)    095 04 35.77644(W) AD(       ) 3
 AW6227  NAD 27      -  29 46 18.87619(N)    095 04 35.02870(W) AD(       ) 3
 AW6227
 AW6227.Superseded values are not recommended for survey control.
 AW6227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6227.See file dsdata.txt to determine how the superseded data were derived.
 AW6227
 AW6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9923795343(NAD 83)
 AW6227_MARKER: DS = TRIANGULATION STATION DISK
 AW6227_SETTING: 0 = UNSPECIFIED SETTING
 AW6227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6227
 AW6227  HISTORY     - Date     Condition        Report By
 AW6227  HISTORY     - 1931     MONUMENTED       CGS
 AW6227  HISTORY     - 1934     GOOD             TXGS
 AW6227  HISTORY     - 1952     POOR             CGS
 AW6227
 AW6227                          STATION DESCRIPTION
 AW6227
 AW6227'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6227'LOCATED ON THE S TIP OF THE FIRST SMALL ISLAND IN THE SAN
 AW6227'JACINTO RIVER, ABOUT 1-1/4 MILES N OF THE LYNCHBURG FERRY.
 AW6227'IT IS TO THE W OF A SMALL BAYOU WHICH SPLITS THE S TIP OF THE
 AW6227'ISLAND, 6 METERS FROM SHORELINE ON THE W, AND 22 METERS FROM THE
 AW6227'EXTREME S TIP.  IT IS ON A LOW, SANDY, TREE-COVERED KNOLL.
 AW6227'
 AW6227'SURFACE MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 AW6227'
 AW6227'REFERENCE MARKS ARE 1/2-INCH BRASS RODS SET IN THE TOPS OF
 AW6227'6-INCH CYLINDERS OF CONCRETE PROJECTING 3 INCHES ABOVE GROUND.
 AW6227'THE NUMBER OF REFERENCE IS STAMPED ON ROD.
 AW6227'
 AW6227'REFERENCE MARK 1 IS 15.80 METERS FROM STATION N 22 DEG 30 MIN W.
 AW6227'
 AW6227'REFERENCE MARK 2 IS 7.07 METERS FROM STATION S 09 DEG W.
 AW6227
 AW6227                          STATION RECOVERY (1934)
 AW6227
 AW6227'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6227'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AW6227'DESCRIBED.
 AW6227
 AW6227                          STATION RECOVERY (1952)
 AW6227
 AW6227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6227'STATION WAS RECOVERED IN POOR CONDITION.  REFERENCE MARK 1
 AW6227'WAS FOUND LYING ON THE GROUND.  REFERENCE MARK 2 WAS NOT
 AW6227'RECOVERED AND IS BELIEVED TO HAVE BEEN WASHED AWAY.  THE
 AW6227'PREVIOUS DESCRIPTION IS INADEQUATE.  NEW DESCRIPTION FOLLOWS--
 AW6227'
 AW6227'STATION IS LOCATED APPROXIMATELY 1/2 MILE NW ALONG THE SAN
 AW6227'JACINTO RIVER FROM THE NE FERRY LANDING AT LYNCHBURG.  STATION
 AW6227'IS ON THE MOST S TIP OF HOG ISLAND, 41.0 FEET NW OF THE TIP OF
 AW6227'THE ISLAND, 22.1 FEET W OF THE HIGH-WATER LINE ON THE E SIDE
 AW6227'OF THE ISLAND AND ON THE HIGH-WATER LINE ON THE W SIDE OF THE
 AW6227'ISLAND, AND IN A CLUMP OF SCRUB OAK BRUSH.
 AW6227'
 AW6227'STATION MARK IS A STANDARD DISK, STAMPED TIP 1931, AND IS
 AW6227'SET IN A 6-INCH CONCRETE MONUMENT PROJECTING 12 INCHES ABOVE
 AW6227'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0743 ***********************************************************************
 CC0743  DESIGNATION -  TIPPETT
 CC0743  PID         -  CC0743
 CC0743  STATE/COUNTY-  TX/CROCKETT
 CC0743  USGS QUAD   -  TABLE TOP MOUNTAIN (1972)
 CC0743
 CC0743                         *CURRENT SURVEY CONTROL
 CC0743  ___________________________________________________________________
 CC0743* NAD 83(1993)-  31 04 17.77882(N)    102 07 20.14653(W)     ADJUSTED  
 CC0743* NAVD 88     -       932.7    (meters)    3060.     (feet)  VERTCON   
 CC0743  ___________________________________________________________________
 CC0743  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CC0743  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CC0743
 CC0743  HORZ ORDER  -  SECOND
 CC0743
 CC0743.The horizontal coordinates were established by classical geodetic methods
 CC0743.and adjusted by the National Geodetic Survey in February 1996..
 CC0743
 CC0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0743
 CC0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0743
 CC0743.The geoid height was determined by GEOID03.
 CC0743
 CC0743;                    North         East     Units Scale Factor Converg.
 CC0743;SPC TX C     - 3,157,117.086   529,304.815   MT  0.99988249   -0 55 17.1
 CC0743;SPC TX C     -10,357,974.97  1,736,560.88   sFT  0.99988249   -0 55 17.1
 CC0743;UTM  13      - 3,441,098.280   774,575.065   MT  1.00053006   +1 29 10.2
 CC0743
 CC0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0743!SPC TX C     -   0.99985726  x   0.99988249  =   0.99973977
 CC0743!UTM  13      -   0.99985726  x   1.00053006  =   1.00038724
 CC0743
 CC0743|---------------------------------------------------------------------|
 CC0743| PID    Reference Object                     Distance      Geod. Az  |
 CC0743|                                                           dddmmss.s |
 CC0743| CH9771 TIPPETT RM 2                         10.168 METERS 11710     |
 CC0743| BO0563 IRAAN WATER TANK                    APPROX.28.4 KM 1410042.5 |
 CC0743| CH9769 TIPPETT AZ MK                                      2151311.8 |
 CC0743| CC0746 MC CAMEY MUNICIPAL TANK             APPROX.11.7 KM 3054716.3 |
 CC0743| CH9770 TIPPETT RM 1                         11.930 METERS 35927     |
 CC0743|---------------------------------------------------------------------|
 CC0743
 CC0743                          SUPERSEDED SURVEY CONTROL
 CC0743
 CC0743  NAD 83(1986)-  31 04 17.78910(N)    102 07 20.13528(W) AD(       ) 2
 CC0743  NAD 27      -  31 04 17.24900(N)    102 07 18.65000(W) AD(       ) 2
 CC0743  NGVD 29 (07/19/86)  932.4    (m)         3059.     (f) VERT ANG       
 CC0743
 CC0743.Superseded values are not recommended for survey control.
 CC0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0743.See file dsdata.txt to determine how the superseded data were derived.
 CC0743
 CC0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ7457541098(NAD 83)
 CC0743_MARKER: DS = TRIANGULATION STATION DISK
 CC0743_SETTING: 66 = SET IN ROCK OUTCROP
 CC0743_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CC0743
 CC0743  HISTORY     - Date     Condition        Report By
 CC0743  HISTORY     - 1935     MONUMENTED       CGS
 CC0743  HISTORY     - 1943     GOOD             CGS
 CC0743  HISTORY     - 1972     GOOD             USGS
 CC0743
 CC0743                          STATION DESCRIPTION
 CC0743
 CC0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0743'LOCATED ABOUT 8 MILES SOUTHEAST OF MC CAMEY ON A STONY,
 CC0743'CEDAR-COVERED KNOLL ON A LARGE, HIGH MESA, ABOUT WHERE THE LONG
 CC0743'SOUTHWEST ARM OF THE MESA JOINS THE MAIN MESA, THE HIGHEST POINT
 CC0743'IN THE VICINITY.  THE STATION OVERLOOKS THE PECOS VALLEY TO THE
 CC0743'SOUTH AND SOUTHEAST AND THE MC CAMEY VALLEY TO THE NORTHWEST.
 CC0743'THE STATION RIDGE RISES TO THE NORTHEAST AND FALLS OFF TO A
 CC0743'SADDLE TO THE SOUTH-SOUTHWEST.  THE STATION IS 2-1/2 MILES EAST
 CC0743'OF THE MC CAMEY-IRAAN HIGHWAY AND THE WATER TOWER IN MC CAMEY
 CC0743'BEARS 293-1/2 DEGREES MAGNETIC FROM THE STATION.
 CC0743'
 CC0743'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.
 CC0743'
 CC0743'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION.
 CC0743'
 CC0743'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION.  IT IS SET 32
 CC0743'YARDS WEST OF THE EASTERN CLIFFS OF THE SOUTHWESTERN ARM OF
 CC0743'THE MESA AT THE POINT WHERE THIS ARM JOINS THE MAIN MESA.
 CC0743'
 CC0743'THE STATION MAY BE REACHED FROM MC CAMEY BY DRIVING SOUTH ON
 CC0743'THE MAIN OILED ROAD FOR 6.9 MILES FROM THE GRAND THEATRE.  (THE
 CC0743'OILED ROAD CHANGED TO GRAVEL AT 4.0 MILES.) AT A 50 FOOT-JOG
 CC0743'IN EAST RIGHT-OF-WAY FENCE PASS THROUGH WIRE GATE ADJOINING RED
 CC0743'BOARD GATE.  PROCEED STRAIGHT AHEAD IN AN EAST-SOUTHEASTERLY
 CC0743'DIRECTION FOR 0.7 MILE ON RANCH ROAD.  A TRACK ROAD COMES IN
 CC0743'FROM THE LEFT OR NORTH.  TURN NORTH ON THIS ROAD AND GO 0.6
 CC0743'MILE TO PIPE GATE POSTS AND OLD BOARD GATE, BUT NO FENCE.
 CC0743'CONTINUE NORTHERLY AND NORTHEASTERLY ON THIS SAME TRACK ROAD,
 CC0743'TAKING RIGHT FORK AT GATE MENTIONED, FOR 0.8 MILE TO FORKS.
 CC0743'TAKE DIM RIGHT FORK EASTERLY 0.5 MILE.  THE DIM ROAD TURNS
 CC0743'NORTH HERE.  CONTINUE EAST ACROSS COUNTRY UP A WIDE DRAW.  GOING
 CC0743'TOWARDS HEAD OF LEFT FORK OF DRAW.  GO 0.7 MILE, CROSSING TO
 CC0743'NORTH SIDE OF CREEK BED AT 0.2 MILE, TO END OF TRUCK TRAVEL AT
 CC0743'MOUTH OF LEFT FORK OF DRAW.  PACK SOUTHEAST TO TOP OF
 CC0743'DIVIDE BETWEEN TWO FORKS., THENCE EAST ALONG TOP OF DIVIDE TO
 CC0743'BASE OF MESA.  ASCEND THE MESA AND GO EAST 300 YARDS TO MOST
 CC0743'PROMINENT KNOLL AND STATION.
 CC0743'
 CC0743'A FOUR-FOOT STAND WILL CLEAR ALL LINES.
 CC0743'
 CC0743'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
 CC0743
 CC0743                          STATION RECOVERY (1943)
 CC0743
 CC0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0743'STATION IS LOCATED 9 MILES SOUTHEAST OF MC CAMEY BY AIRLINE,
 CC0743'AND 16 MILES SOUTHWEST OF RANKIN BY AIRLINE, AND 42 MILES
 CC0743'NORTH-NORTHWEST OF SHEFFIELD BY AIRLINE.
 CC0743'
 CC0743'TO REACH FROM THE CAUTION LIGHT ON U.S. 67 IN MC CAMEY GO
 CC0743'SOUTH FOR 0.25 MILE TO THE GRAND THEATER ON THE LEFT.  CONTINUE
 CC0743'SOUTH ON HARD SURFACED ROAD FOR 6.5 MILES TO A JOG IN THE EAST
 CC0743'RIGHT-OF-WAY FENCE AND TWO WOODEN GATES IN THE JOB.  (THE HARD
 CC0743'SURFACED ROAD CHANGES TO GRAVEL AT 4.0 MILES.) TURN LEFT OFF
 CC0743'HIGHWAY TO THE LEFT HAND GATE (UNPAINTED).  GO THROUGH THIS GATE
 CC0743'AND GO STRAIGHT AHEAD ON RANCH ROAD FOR 0.6 MILE TO A POINT
 CC0743'WHERE A RANCH ROAD COMES IN FROM THE LEFT.  TURN LEFT, NORTH, ON
 CC0743'THIS ROAD FOR 0.5 MILE TO TWO IRON GATE POSTS TO THE LEFT OF
 CC0743'THE ROAD.  CONTINUE ON RANCH ROAD, TAKING RIGHT FORK JUST BEYOND
 CC0743'IRON POSTS, FOR 0.55 MILE TO A WIRE GATE.  GO THROUGH WIRE GATE
 CC0743'AND CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO DIM FORKS AT SOUTH
 CC0743'SIDE OF POND.  TAKE RIGHT FORK EASTERLY UP A WIDE DRAW FOR A
 CC0743'TOTAL DISTANCE OF ABOUT 1.1 MILE.  THERE IS A CREEK BED THAT
 CC0743'WILL HAVE TO BE CROSSED AT ABOUT 0.2 MILE FROM POND, CROSSING TO
 CC0743'NORTH SIDE.  LEAVE TRUCKS AT MOUTH OF LEFT FORK OF DRAW AND PACK
 CC0743'SOUTHEAST TO TOP OF DIVIDE THAT IS BETWEEN THE TWO FORKS.  FROM
 CC0743'TOP OF DIVIDE PACK EAST TO BASE OF MESA, THENCE ASCEND TO TOP
 CC0743'OF MESA.  FROM TOP OF MESA GO EASTERLY FOR ABOUT 0.25 MILE TO
 CC0743'THE MOST PROMINENT KNOLL IN VICINITY AND STATION.  A WIRE
 CC0743'FENCE IS CROSSED ABOUT 175 YARDS BEFORE STATION IS REACHED.
 CC0743'
 CC0743'STATION IS LOCATED ON THE HIGHEST KNOLL ON TOP OF MESA, AND
 CC0743'IS FROM 600 TO 800 FEET EAST-NORTHEAST OF A FENCE LINE--AT THE
 CC0743'TOP OF THE SOUTHERN SLOPE OF MESA.  A STANDARD BRONZE DISK CEMENTED
 CC0743'IN A DRILL HOLE IN BED ROCK FLUSH WITH THE GROUND STAMPED TIPPETT
 CC0743'1935.
 CC0743'
 CC0743'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.  A STANDARD BRONZE
 CC0743'DISK CEMENTED IN A DRILL HOLE IN BED ROCK FLUSH WITH THE
 CC0743'GROUND STAMPED TIPPETT NO 1 1935.
 CC0743'
 CC0743'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  A STANDARD
 CC0743'BRONZE DISK CEMENTED IN A DRILL HOLE FLUSH WITH THE GROUND
 CC0743'STAMPED TIPPETT NO 2 1935.
 CC0743'
 CC0743'AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION, AND 40
 CC0743'PACES WEST OF A FENCE.  ON TOP OF NORTHEAST SLOPE OF SOUTHWEST
 CC0743'ARM OF THE MESA.  A STANDARD BRONZE REFERENCE MARK DISK CEMENTED
 CC0743'IN A DRILL HOLE IN BED ROCK FLUSH WITH THE GROUND STAMPED TIPPETT
 CC0743'AZIMUTH 1935.
 CC0743'
 CC0743'A 15 FOOT STAND WAS USED OVER THE STATION.
 CC0743'
 CC0743'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CC0743
 CC0743                          STATION RECOVERY (1972)
 CC0743
 CC0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (REM)
 CC0743'JCT. OF HWY. 67 AND FARM RD. 305, 4.95 MI SOUTH OF, ALONG FARM RD.
 CC0743'305 TO T-RD. EAST, THENCE 1.85 MI EAST ALONG OIL FIELD RD. TO
 CC0743'T-RD. NORTH, THENCE .45 MI EAST TO Y-RD. SOUTH, THENCE .80 MI SOUTH
 CC0743'AND CLIMB MESA TO T-RD. N.E. ON BENCH, THENCE 1.75 MI SOUTH ON
 CC0743'BENCH AROUND HIGHER MESA AND ON EAST SIDE CLIMB TO TOP OF MESA
 CC0743'AND FE. COR., THENCE NORTH ALONG FE. .7 MI, THENCE ABOUT 175
 CC0743'YDS EAST FROM FE. TO STATION LOCATED AT TOP OF HIGHEST KNOLL.
 CC0743'A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN BED ROCK
 CC0743'FLUSH WITH THE GROUND STAMPED TIPPETT 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0674 ***********************************************************************
 AZ0674  DESIGNATION -  TIPPETTS
 AZ0674  PID         -  AZ0674
 AZ0674  STATE/COUNTY-  TX/VAL VERDE
 AZ0674  USGS QUAD   -  SHUMLA (1973)
 AZ0674
 AZ0674                         *CURRENT SURVEY CONTROL
 AZ0674  ___________________________________________________________________
 AZ0674* NAD 83(1993)-  29 51 15.66118(N)    101 29 55.64280(W)     ADJUSTED  
 AZ0674* NAVD 88     -       551.4    (meters)    1809.     (feet)  VERTCON   
 AZ0674  ___________________________________________________________________
 AZ0674  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AZ0674  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AZ0674
 AZ0674  HORZ ORDER  -  FIRST
 AZ0674
 AZ0674.The horizontal coordinates were established by classical geodetic methods
 AZ0674.and adjusted by the National Geodetic Survey in February 1996..
 AZ0674
 AZ0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0674
 AZ0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0674
 AZ0674.The geoid height was determined by GEOID03.
 AZ0674
 AZ0674;                    North         East     Units Scale Factor Converg.
 AZ0674;SPC TXSC     - 4,226,564.007   358,591.285   MT  0.99990421   -1 13 27.1
 AZ0674;SPC TXSC     -13,866,652.08  1,176,478.24   sFT  0.99990421   -1 13 27.1
 AZ0674;UTM  14      - 3,305,267.731   258,607.488   MT  1.00031900   -1 14 40.2
 AZ0674
 AZ0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0674!SPC TXSC     -   0.99991700  x   0.99990421  =   0.99982122
 AZ0674!UTM  14      -   0.99991700  x   1.00031900  =   1.00023598
 AZ0674
 AZ0674:                Primary Azimuth Mark                     Grid Az
 AZ0674:SPC TXSC     -  TIPPETTS AZ MK                           049 36 02.7
 AZ0674:UTM  14      -  TIPPETTS AZ MK                           049 37 15.8
 AZ0674
 AZ0674|---------------------------------------------------------------------|
 AZ0674| PID    Reference Object                     Distance      Geod. Az  |
 AZ0674|                                                           dddmmss.s |
 AZ0674| CH9772 TIPPETTS AZ MK                                     0482235.6 |
 AZ0674| CH9773 TIPPETTS RM 1                        20.678 METERS 08335     |
 AZ0674| CH9774 TIPPETTS RM                           9.918 METERS 20403     |
 AZ0674|---------------------------------------------------------------------|
 AZ0674
 AZ0674                          SUPERSEDED SURVEY CONTROL
 AZ0674
 AZ0674  NAD 83(1986)-  29 51 15.62950(N)    101 29 55.64250(W) AD(       ) 1
 AZ0674  NAD 27      -  29 51 14.90300(N)    101 29 54.23900(W) AD(       ) 1
 AZ0674  NGVD 29 (07/19/86)  551.3    (m)         1809.     (f) VERT ANG       
 AZ0674
 AZ0674.Superseded values are not recommended for survey control.
 AZ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0674.See file dsdata.txt to determine how the superseded data were derived.
 AZ0674
 AZ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU5860705268(NAD 83)
 AZ0674_MARKER: Z = SEE DESCRIPTION
 AZ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0674
 AZ0674  HISTORY     - Date     Condition        Report By
 AZ0674  HISTORY     - 1918     MONUMENTED       CGS
 AZ0674  HISTORY     - 1934     GOOD             CGS
 AZ0674  HISTORY     - 1972     GOOD             USGS
 AZ0674  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 AZ0674
 AZ0674                          STATION DESCRIPTION
 AZ0674
 AZ0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AZ0674'ABOUT 5 MILES NORTHEAST OF LANGTRY AND 1 MILE SOUTH OF TIPPETTS
 AZ0674'RANCH, ON HIGHEST HILL IN VICINITY.  SURFACE AND UNDERGROUND
 AZ0674'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 AZ0674'REFERENCE MARK IS STANDARD REFERENCE DISK IN OUTCROPPING
 AZ0674'BEDROCK, 9.91 METERS (32.5 FEET) FROM STATION IN
 AZ0674'S 24 DGE 03 MIN W.  THE WEST GABLE OF TIPPETTS RANCH HOUSE
 AZ0674'IS DISTANT 1-1/4 MILES N 18 DEG 28 MIN E.  IN 1932
 AZ0674'MARKS WERE STAMPED TIPPETTS, 1918-1932.  IN 1934 REPORTED THAT
 AZ0674'TIPPETTS HOUSE HAD BEEN TORN DOWN, AND STATION IS ON LAND
 AZ0674'BELONGING TO JOHN INGRAM.  ANOTHER STANDARD REFERENCE DISK
 AZ0674'STAMPED TIPPETTS-1918-1934-NO. 1 WAS SET IN
 AZ0674'OUTCROPPING BEDROCK, ON SAME KNOB AS STATION, AND
 AZ0674'67.84 FEET THEREFROM N 85 DEG 35 MIN E.
 AZ0674'DISTANCE BETWEEN REFERENCE MARKS IS 89 FEET.  AN AZIMUTH
 AZ0674'MARK STAMPED TIPPETTS-1918-1934 AZIMUTH WAS SET IN A LIKE
 AZ0674'MANNER ON SECOND KNOB EAST-NORTHEAST OF STATION ABOUT ONE-FOURTH
 AZ0674'MILE THEREFROM N 48 DEG 23 MIN E.  A
 AZ0674'PEAK, ROUNDED ON TOP, IS SLIGHTLY EAST OF EAST END OF LONG HIGH
 AZ0674'RIDGE, AND ABOUT 25 MILES FROM STATION.
 AZ0674'IN 1934 TO REACH STATION FROM TOURIST CAMP AT
 AZ0674'LANGTRY, GO EAST 1.35 MILES ON UNITED STATES ROUTE 90, TURN
 AZ0674'LEFT THROUGH GATE ONTO DIM UNIMPROVED ROAD PASSING UNDER EAST
 AZ0674'END OF RAILROAD BRIDGE JUST AFTER CROSSING CONCRETE HIGHWAY
 AZ0674'BRIDGE, GO 0.5 MILE, CROSS OLD HIGHWAY, CONTINUE STRAIGHT
 AZ0674'AHEAD 0.1 MILE TO FORK JUST AFTER CROSSING ROCKY CREEK BOTTOM,
 AZ0674'TAKE RIGHT FORK 0.4 MILE, PASS THROUGH NARROW WOOD GATE,
 AZ0674'CONTINUE 2.0 MILES TO WOOD GATE WITH POSTS 12 INCHES SQUARE AND
 AZ0674'10 FEET HIGH, PASS THROUGH AND CONTINUE 0.5 MILE, TAKE RIGHT
 AZ0674'FORK 1.0 MILE, TAKE ANOTHER RIGHT FORK 0.35 MILE TO DRY
 AZ0674'CREEK BED.  STATION SITE IS ON HIGHEST KNOB ON LEFT SIDE
 AZ0674'OF DRAW AS VIEWED FROM ROAD.  TURN LEFT UP LEFT SIDE OF DRAW
 AZ0674'ABOUT 0.25 MILE LEAVE TRUCK AND BEAR LEFT TO TOP OF RIDGE AND
 AZ0674'STATION SITE, ABOUT A 15-MINUTE PACK DISTANCE.  ELEVATION OF
 AZ0674'STATION, 551.3 METERS (1,809 FEET)
 AZ0674
 AZ0674                          STATION RECOVERY (1972)
 AZ0674
 AZ0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (GRS)
 AZ0674'TO REACH STATION FROM WEST LOOP OF LANGTRY AND HWY. 90 PROCEED
 AZ0674'NORTH ON THE PANDALE ROAD 0.1 MI. TO TRACKS, PROCEED 0.5 MI.
 AZ0674'TO Y. TAKE RIGHT FORK FOR 2.5 MI. TO A T-RD EAST.  ON T-RD
 AZ0674'EAST (INGRAM RANCH ROAD) GO 1.2 MI. TO GATE, CONTINUE 1.7 MI.
 AZ0674'TO AIRSTRIP CROSSING ROAD, AT THIS POINT TURN RIGHT (SOUTH) AND
 AZ0674'FOLLOW TRAIL ON EAST SIDE OF RIDGE 0.8 MI. TO A DRAIN, ACROSS
 AZ0674'DRAIN TURN RIGHT AND GO UP RIDGE 0.2 MILE TO THE TOP AND THE
 AZ0674'STATION.
 AZ0674
 AZ0674                          STATION RECOVERY (2001)
 AZ0674
 AZ0674'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6793 ***********************************************************************
 AW6793  DESIGNATION -  TITLUM IS MOODY HUNT LODGE CHY
 AW6793  PID         -  AW6793
 AW6793  STATE/COUNTY-  TX/BRAZORIA
 AW6793  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6793
 AW6793                         *CURRENT SURVEY CONTROL
 AW6793  ___________________________________________________________________
 AW6793* NAD 83(1993)-  29 04 28.69807(N)    095 08 49.35107(W)     ADJUSTED  
 AW6793* NAVD 88     -                                                        
 AW6793  ___________________________________________________________________
 AW6793  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AW6793  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AW6793
 AW6793  HORZ ORDER  -  THIRD
 AW6793
 AW6793.The horizontal coordinates were established by classical geodetic methods
 AW6793.and adjusted by the National Geodetic Survey in February 1996..
 AW6793
 AW6793
 AW6793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6793
 AW6793.The geoid height was determined by GEOID03.
 AW6793
 AW6793;                    North         East     Units Scale Factor Converg.
 AW6793;SPC TXSC     - 4,143,748.334   975,042.691   MT  0.99987349   +1 53 15.4
 AW6793;SPC TXSC     -13,594,947.66  3,198,952.56   sFT  0.99987349   +1 53 15.4
 AW6793;UTM  15      - 3,218,158.434   291,002.665   MT  1.00013904   -1 02 37.4
 AW6793
 AW6793                          SUPERSEDED SURVEY CONTROL
 AW6793
 AW6793  NAD 83(1986)-  29 04 28.70863(N)    095 08 49.33184(W) AD(       ) 4
 AW6793  NAD 27      -  29 04 27.83500(N)    095 08 48.58300(W) AD(       ) 3
 AW6793
 AW6793.Superseded values are not recommended for survey control.
 AW6793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6793.See file dsdata.txt to determine how the superseded data were derived.
 AW6793
 AW6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9100318158(NAD 83)
 AW6793_MARKER: 85 = CHIMNEY
 AW6793
 AW6793  HISTORY     - Date     Condition        Report By
 AW6793  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW6793  HISTORY     - 1937     GOOD             CGS
 AW6793  HISTORY     - 1960     GOOD             CGS
 AW6793  HISTORY     - 1969     GOOD             CGS
 AW6793  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 AW6793  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 AW6793
 AW6793                          STATION DESCRIPTION
 AW6793
 AW6793'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6793'LOCATED IN THE VICINITY OF SAN LUIS PASS, ON THE N CENTRAL
 AW6793'PART OF TITLUM-TATLUM ISLAND (LOCAL NAME FOR THE LARGE ISLAND
 AW6793'JUST S OF MUD ISLAND).  THE STATION IS THE BRICK CHIMNEY
 AW6793'ON THE MOODY HUNTING LODGE.  THE HUNTING LODGE BEING A LONE
 AW6793'WHITE HOUSE LOCATED ON A BAYOU SEPARATING MUD ISLAND AND
 AW6793'TITLUM-TATLUM ISLAND.
 AW6793
 AW6793                          STATION RECOVERY (1937)
 AW6793
 AW6793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW6793'ORIGINAL DESCRIPTION ADEQUATE.  STATION OBSERVED BUT NOT
 AW6793'VISITED.
 AW6793
 AW6793                          STATION RECOVERY (1960)
 AW6793
 AW6793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6793'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO THE PRESENT
 AW6793'OWNERS, THE BUILDING AND CHIMNEY ARE THE SAME AS IN 1933.
 AW6793
 AW6793                          STATION RECOVERY (1969)
 AW6793
 AW6793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DMF)
 AW6793'LOST.  LOCAL RESIDENTS STATE THE CHIMNEY WAS DESTROYED BY
 AW6793'A STORM SEVERAL YEARS AGO.
 AW6793
 AW6793                          STATION RECOVERY (1996)
 AW6793
 AW6793'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6793'MARK NOT FOUND.
 AW6793
 AW6793                          STATION RECOVERY (2004)
 AW6793
 AW6793'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1278 ***********************************************************************
 DM1278  DESIGNATION -  TITUS
 DM1278  PID         -  DM1278
 DM1278  STATE/COUNTY-  TX/TITUS
 DM1278  USGS QUAD   -  COOPERS CHAPEL (1980)
 DM1278
 DM1278                         *CURRENT SURVEY CONTROL
 DM1278  ___________________________________________________________________
 DM1278* NAD 83(1993)-  33 21 03.42013(N)    094 51 17.75258(W)     ADJUSTED  
 DM1278* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 DM1278  ___________________________________________________________________
 DM1278  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DM1278  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1278
 DM1278  HORZ ORDER  -  FIRST
 DM1278
 DM1278.The horizontal coordinates were established by classical geodetic methods
 DM1278.and adjusted by the National Geodetic Survey in February 1996..
 DM1278
 DM1278.The orthometric height was scaled from a topographic map.
 DM1278
 DM1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1278
 DM1278.The geoid height was determined by GEOID03.
 DM1278
 DM1278;                    North         East     Units Scale Factor Converg.
 DM1278;SPC TXNC     - 2,192,656.024   939,181.721   MT  0.99988622   +1 59 16.8
 DM1278;SPC TXNC     - 7,193,738.97  3,081,298.70   sFT  0.99988622   +1 59 16.8
 DM1278;UTM  15      - 3,691,730.753   327,397.295   MT  0.99996731   -1 01 12.1
 DM1278
 DM1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1278!SPC TXNC     -   0.99998805  x   0.99988622  =   0.99987427
 DM1278!UTM  15      -   0.99998805  x   0.99996731  =   0.99995536
 DM1278
 DM1278|---------------------------------------------------------------------|
 DM1278| PID    Reference Object                     Distance      Geod. Az  |
 DM1278|                                                           dddmmss.s |
 DM1278| CX6388 TITUS RM 1                           40.121 METERS 00206     |
 DM1278| CX6389 TITUS RM 2                           38.432 METERS 08710     |
 DM1278| CX6387 TITUS AZ MK                                        1334139.9 |
 DM1278|---------------------------------------------------------------------|
 DM1278
 DM1278                          SUPERSEDED SURVEY CONTROL
 DM1278
 DM1278  NAD 83(1993)-  33 21 03.42233(N)    094 51 17.75072(W) AD(       ) 1
 DM1278  NAD 83(1986)-  33 21 03.42502(N)    094 51 17.73925(W) AD(       ) 1
 DM1278  NAD 27      -  33 21 03.00800(N)    094 51 16.97400(W) AD(       ) 1
 DM1278
 DM1278.Superseded values are not recommended for survey control.
 DM1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1278.See file dsdata.txt to determine how the superseded data were derived.
 DM1278
 DM1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2739791731(NAD 83)
 DM1278_MARKER: DS = TRIANGULATION STATION DISK
 DM1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1278
 DM1278  HISTORY     - Date     Condition        Report By
 DM1278  HISTORY     - 1935     MONUMENTED       CGS
 DM1278  HISTORY     - 1951     GOOD             CGS
 DM1278  HISTORY     - 1952     GOOD             CGS
 DM1278
 DM1278                          STATION DESCRIPTION
 DM1278
 DM1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1278'THIS STATION IS ABOUT 5-1/2 MILES E OF WILKINSON, AND 14
 DM1278'MILES NNE OF MOUNT PLEASANT, ON THE BOTTOM LANDS BETWEEN
 DM1278'SULPHUR RIVER, AND WHITE OAK CREEK, ON LAND OF UNDETERMINED
 DM1278'OWNERSHIP.  THE MARK IS ON TOP OF A SMALL HUMMOCK IN THE
 DM1278'WOODS, S OF A CLEARING ON THE NE SIDE OF A SE-NW ROAD, 124
 DM1278'FEET SW OF THE CENTER LINE OF THE ROAD, 160 FEET WSW OF A
 DM1278'12-INCH OAK WITH A TRIANGLE BLAZE ON THE NE SIDE OF THE
 DM1278'ROAD.  24 FEET ENE OF A 16-INCH TRIANGLE BLAZED HICKORY.
 DM1278'37 FEET SE OF A 2-FOOT TRIANGLE BLAZED OAK, AND PROJECTS
 DM1278'3 INCHES.
 DM1278'
 DM1278'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 1 ARE STANDARD
 DM1278'BRONZE DISKS SET IN CONCRETE.
 DM1278'
 DM1278'REFERENCE MARK NO. 1 IS N OF THE STATION, IN THE SW RIGHT-OF-WAY
 DM1278'LINE OF THE ROAD, 33 FEET SW OF THE CENTER LINE OF THE ROAD,
 DM1278'AND PROJECTS 2 INCHES.
 DM1278'
 DM1278'REFERENCE MARK NO. 2 IS E OF THE STATION, IN THE SW RIGHT-OF-WAY
 DM1278'LINE OF THE ROAD, 55 FEET S OF THE TRIANGLE BLAZED OAK ON
 DM1278'THE NE SIDE OF THE ROAD, AND PROJECTS 2 INCHES.  THE MARK
 DM1278'IS THE CENTER OF THE TOP OF A BRASS BOLT SET IN THE CENTER
 DM1278'OF THE TOP OF A STANDARD CONCRETE POST.  THE TOP OF THE
 DM1278'POST IS INSCRIBED TITUS 1935, AND HAS AN ARROW POINTING
 DM1278'TOWARD THE STATION.
 DM1278'
 DM1278'NO AZIMUTH MARK WAS SET DUE TO THE DENSITY OF THE WOODS.
 DM1278'
 DM1278'TO REACH FROM WILKINSON, A SMALL SETTLEMENT 14.2 MILES BY
 DM1278'ROAD N OF MOUNT PLEASANT, GO E ON A ROAD JUST N OF THE SCHOOLHOUSE
 DM1278'6.5 MILES TO THE STATION.
 DM1278'
 DM1278'ALL LIGHTS COME INTO VIEW AT 77 FEET.
 DM1278
 DM1278                          STATION RECOVERY (1951)
 DM1278
 DM1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1278'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935
 DM1278'AND THE STATION AND REFERENCE MARKS WERE FOUND TO BE IN
 DM1278'GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 DM1278'
 DM1278'THE AZIMUTH MARK IS LOCATED ABOUT 0.35 MILE SOUTHEAST OF
 DM1278'THE STATION.  IT IS 21 FEET NORTHEAST OF THE CENTERLINE
 DM1278'OF A DIRT ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 DM1278'DISK IS STAMPED TITUS 1951.
 DM1278'
 DM1278'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST FOR
 DM1278'0.35 MILE TO MARK ON LEFT AS DESCRIBED.
 DM1278'
 DM1278'THE TO REACH DESCRIPTION IS ADEQUATE.
 DM1278'
 DM1278'HEIGHT OF SIGNAL ABOVE STATION MARK 30 METERS.
 DM1278
 DM1278                          STATION RECOVERY (1952)
 DM1278
 DM1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1278'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DM1278'TO BE IN GOOD CONDITION.  ALL DIRECTIONS AND DISTANCES CHECKED.
 DM1278'ORIGINAL DESCRIPTION IS ADEQUATE.
 DM1278'
 DM1278'1952 OBSERVATIONS TAKEN FROM A 90 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2338 ***********************************************************************
 AN2338  DESIGNATION -  TIVOLI
 AN2338  PID         -  AN2338
 AN2338  STATE/COUNTY-  TX/REFUGIO
 AN2338  USGS QUAD   -  TIVOLI (1973)
 AN2338
 AN2338                         *CURRENT SURVEY CONTROL
 AN2338  ___________________________________________________________________
 AN2338* NAD 83(1993)-  28 27 22.03425(N)    096 53 09.03412(W)     ADJUSTED  
 AN2338* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AN2338  ___________________________________________________________________
 AN2338  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AN2338  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN2338
 AN2338  HORZ ORDER  -  THIRD
 AN2338
 AN2338.The horizontal coordinates were established by classical geodetic methods
 AN2338.and adjusted by the National Geodetic Survey in February 1996..
 AN2338
 AN2338.The orthometric height was scaled from a topographic map.
 AN2338
 AN2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2338
 AN2338.The geoid height was determined by GEOID03.
 AN2338
 AN2338;                    North         East     Units Scale Factor Converg.
 AN2338;SPC TXSC     - 4,070,895.602   807,054.808   MT  0.99997990   +1 02 08.7
 AN2338;SPC TXSC     -13,355,929.99  2,647,812.32   sFT  0.99997990   +1 02 08.7
 AN2338;UTM  14      - 3,149,551.241   707,013.250   MT  1.00012892   +1 00 27.8
 AN2338
 AN2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2338!SPC TXSC     -   1.00000272  x   0.99997990  =   0.99998262
 AN2338!UTM  14      -   1.00000272  x   1.00012892  =   1.00013164
 AN2338
 AN2338|---------------------------------------------------------------------|
 AN2338| PID    Reference Object                     Distance      Geod. Az  |
 AN2338|                                                           dddmmss.s |
 AN2338| CV6868 TIVOLI RM 1                          18.137 METERS 03703     |
 AN2338| CV6869 TIVOLI RM 2                          18.752 METERS 17232     |
 AN2338| AN0347 Y 593                                              1964739.4 |
 AN2338|---------------------------------------------------------------------|
 AN2338
 AN2338                          SUPERSEDED SURVEY CONTROL
 AN2338
 AN2338  NAD 83(1986)-  28 27 22.04355(N)    096 53 09.01687(W) AD(       ) 3
 AN2338  NAD 27      -  28 27 21.03500(N)    096 53 08.06900(W) AD(       ) 3
 AN2338
 AN2338.Superseded values are not recommended for survey control.
 AN2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2338.See file dsdata.txt to determine how the superseded data were derived.
 AN2338
 AN2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0701349551(NAD 83)
 AN2338_MARKER: DS = TRIANGULATION STATION DISK
 AN2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2338
 AN2338  HISTORY     - Date     Condition        Report By
 AN2338  HISTORY     - 1952     MONUMENTED       CGS
 AN2338  HISTORY     - 1971     GOOD             TXHD
 AN2338  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN2338  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN2338  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 AN2338
 AN2338                          STATION DESCRIPTION
 AN2338
 AN2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2338'THE STATION IS LOCATED IN THE TOWN OF TIVOLI TO THE EAST OF
 AN2338'THE DEPOT ON RAILROAD PROPERTY.
 AN2338'
 AN2338'THE STATION MARK IS STAMPED TIVOLI 1952.  IT IS A STANDARD
 AN2338'DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AN2338'LEVEL.  IT IS 97.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AN2338'THE DEPOT, 15 FEET NORTH OF A CONCRETE FOUNDATION AND 6 FEET
 AN2338'EAST OF A WHITE WITNESS POST.
 AN2338'
 AN2338'REFERENCE MARK 1 IS STAMPED TIVOLI NO 1 1952.  IT IS A STANDARD
 AN2338'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 AN2338'1 FOOT NORTH OF A WIRE FENCE.
 AN2338'
 AN2338'REFERENCE MARK 2 IS STAMPED TIVOLI NO 2 1952.  IT IS A STANDARD
 AN2338'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 AN2338'2 FEET NORTH OF A WIRE FENCE.
 AN2338'
 AN2338'THE AZIMUTH MARK IS STAMPED Y 593 1942.  IT IS A STANDARD
 AN2338'BENCH MARK DISK SET IN THE EAST END OF A CONCRETE CULVERT.
 AN2338'IT IS 50 FEET NORTH OF A SIDE ROAD, 16 FEET EAST OF THE CENTER
 AN2338'LINE OF STATE HIGHWAY 35 AND 3 FEET SOUTHWEST OF A WHITE
 AN2338'WITNESS POST.  TO REACH THE MARK FROM THE JUNCTION OF STATE
 AN2338'HIGHWAYS 113 AND 35 IN TIVOLI, GO SOUTHERLY ON STATE HIGHWAY
 AN2338'35 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 AN2338'
 AN2338'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AN2338
 AN2338                          STATION RECOVERY (1971)
 AN2338
 AN2338'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1971 (CBR)
 AN2338'IT WAS REPORTED BY MR. C.B. ROUSE, SENIOR RESIDENT ENGINEER,
 AN2338'TEXAS HIGHWAY DEPARTMENT, THAT THIS STATION WAS IN GOOD CONDITION.
 AN2338
 AN2338                          STATION RECOVERY (1994)
 AN2338
 AN2338'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2338'MARK NOT FOUND.
 AN2338
 AN2338                          STATION RECOVERY (1999)
 AN2338
 AN2338'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2338'MARK NOT FOUND.
 AN2338
 AN2338                          STATION RECOVERY (2005)
 AN2338
 AN2338'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN2338'METAL FENCE, CONCRETE PAD, AND OTHER PHYSICAL OBJECTS NO LONGER EXIST.
 AN2338' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2336 ***********************************************************************
 AN2336  DESIGNATION -  TIVOLI GIN CO TANK
 AN2336  PID         -  AN2336
 AN2336  STATE/COUNTY-  TX/REFUGIO
 AN2336  USGS QUAD   -  TIVOLI (1973)
 AN2336
 AN2336                         *CURRENT SURVEY CONTROL
 AN2336  ___________________________________________________________________
 AN2336* NAD 83(1993)-  28 27 25.67526(N)    096 53 10.57566(W)     ADJUSTED  
 AN2336* NAVD 88     -                                                        
 AN2336  ___________________________________________________________________
 AN2336  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AN2336  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN2336
 AN2336  HORZ ORDER  -  THIRD
 AN2336
 AN2336.The horizontal coordinates were established by classical geodetic methods
 AN2336.and adjusted by the National Geodetic Survey in February 1996..
 AN2336
 AN2336
 AN2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2336
 AN2336.The geoid height was determined by GEOID03.
 AN2336
 AN2336;                    North         East     Units Scale Factor Converg.
 AN2336;SPC TXSC     - 4,071,006.913   807,010.850   MT  0.99997964   +1 02 08.0
 AN2336;SPC TXSC     -13,356,295.18  2,647,668.10   sFT  0.99997964   +1 02 08.0
 AN2336;UTM  14      - 3,149,662.589   706,969.339   MT  1.00012869   +1 00 27.2
 AN2336
 AN2336                          SUPERSEDED SURVEY CONTROL
 AN2336
 AN2336  NAD 83(1986)-  28 27 25.68411(N)    096 53 10.55835(W) AD(       ) 4
 AN2336  NAD 27      -  28 27 24.66300(N)    096 53 09.61600(W) AD(       ) 3
 AN2336
 AN2336.Superseded values are not recommended for survey control.
 AN2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2336.See file dsdata.txt to determine how the superseded data were derived.
 AN2336
 AN2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0696949663(NAD 83)
 AN2336_MARKER: 51 = TANK
 AN2336
 AN2336  HISTORY     - Date     Condition        Report By
 AN2336  HISTORY     - 1931     FIRST OBSERVED   CGS
 AN2336  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN2336
 AN2336                          STATION DESCRIPTION
 AN2336
 AN2336'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2337 ***********************************************************************
 AN2337  DESIGNATION -  TIVOLI LUTHERAN CHURCH SPIRE
 AN2337  PID         -  AN2337
 AN2337  STATE/COUNTY-  TX/REFUGIO
 AN2337  USGS QUAD   -  TIVOLI (1973)
 AN2337
 AN2337                         *CURRENT SURVEY CONTROL
 AN2337  ___________________________________________________________________
 AN2337* NAD 83(1993)-  28 27 36.88761(N)    096 53 12.65452(W)     ADJUSTED  
 AN2337* NAVD 88     -                                                        
 AN2337  ___________________________________________________________________
 AN2337  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AN2337  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN2337
 AN2337  HORZ ORDER  -  THIRD
 AN2337
 AN2337.The horizontal coordinates were established by classical geodetic methods
 AN2337.and adjusted by the National Geodetic Survey in February 1996..
 AN2337
 AN2337
 AN2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2337
 AN2337.The geoid height was determined by GEOID03.
 AN2337
 AN2337;                    North         East     Units Scale Factor Converg.
 AN2337;SPC TXSC     - 4,071,351.002   806,948.065   MT  0.99997881   +1 02 06.9
 AN2337;SPC TXSC     -13,357,424.08  2,647,462.11   sFT  0.99997881   +1 02 06.9
 AN2337;UTM  14      - 3,150,006.761   706,906.713   MT  1.00012837   +1 00 26.6
 AN2337
 AN2337                          SUPERSEDED SURVEY CONTROL
 AN2337
 AN2337  NAD 83(1986)-  28 27 36.89683(N)    096 53 12.63693(W) AD(       ) 4
 AN2337  NAD 27      -  28 27 35.88900(N)    096 53 11.68200(W) AD(       ) 3
 AN2337
 AN2337.Superseded values are not recommended for survey control.
 AN2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2337.See file dsdata.txt to determine how the superseded data were derived.
 AN2337
 AN2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0690750007(NAD 83)
 AN2337_MARKER: 90 = CHURCH SPIRE
 AN2337
 AN2337  HISTORY     - Date     Condition        Report By
 AN2337  HISTORY     - 1931     FIRST OBSERVED   CGS
 AN2337  HISTORY     - 19940716 GOOD             USPSQD
 AN2337
 AN2337                          STATION DESCRIPTION
 AN2337
 AN2337'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0743 ***********************************************************************
 BN0743  DESIGNATION -  TIVY
 BN0743  PID         -  BN0743
 BN0743  STATE/COUNTY-  TX/KERR
 BN0743  USGS QUAD   -  LEGION (1982)
 BN0743
 BN0743                         *CURRENT SURVEY CONTROL
 BN0743  ___________________________________________________________________
 BN0743* NAD 83(1993)-  30 03 07.34619(N)    099 07 10.40878(W)     ADJUSTED  
 BN0743* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 BN0743  ___________________________________________________________________
 BN0743  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BN0743  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BN0743
 BN0743  HORZ ORDER  -  FIRST
 BN0743
 BN0743.The horizontal coordinates were established by classical geodetic methods
 BN0743.and adjusted by the National Geodetic Survey in February 1996..
 BN0743
 BN0743.The orthometric height was scaled from a topographic map.
 BN0743
 BN0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0743
 BN0743.The geoid height was determined by GEOID03.
 BN0743
 BN0743;                    North         East     Units Scale Factor Converg.
 BN0743;SPC TXSC     - 4,245,903.398   588,470.995   MT  0.99994137   -0 03 30.9
 BN0743;SPC TXSC     -13,930,101.40  1,930,675.26   sFT  0.99994137   -0 03 30.9
 BN0743;SPC TX C     - 3,043,360.761   817,051.285   MT  1.00001788   +0 37 30.6
 BN0743;SPC TX C     - 9,984,759.43  2,680,609.09   sFT  1.00001788   +0 37 30.6
 BN0743;UTM  14      - 3,324,557.918   488,474.925   MT  0.99960164   -0 03 35.5
 BN0743
 BN0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0743!SPC TXSC     -   0.99991208  x   0.99994137  =   0.99985345
 BN0743!SPC TX C     -   0.99991208  x   1.00001788  =   0.99992996
 BN0743!UTM  14      -   0.99991208  x   0.99960164  =   0.99951375
 BN0743
 BN0743|---------------------------------------------------------------------|
 BN0743| PID    Reference Object                     Distance      Geod. Az  |
 BN0743|                                                           dddmmss.s |
 BN0743| CV5609 TIVY RM 1                             7.925 METERS 10935     |
 BN0743| BN0745 KERRVILLE BRAYTON APT CUPOLA        APPROX. 1.8 KM 2393623.5 |
 BN0743| BN0744 KERRVILLE FIRST METH CH DOME        APPROX. 2.0 KM 2590841.4 |
 BN0743| BN0747 KERRVILLE MEXICAN BAP CH SPIRE      APPROX. 2.3 KM 2701117.7 |
 BN0743| CV5608 TIVY AZ MK                                         3133318.6 |
 BN0743| CV5610 TIVY RM 2                            11.370 METERS 32543     |
 BN0743|---------------------------------------------------------------------|
 BN0743
 BN0743                          SUPERSEDED SURVEY CONTROL
 BN0743
 BN0743  NAD 83(1986)-  30 03 07.35383(N)    099 07 10.39568(W) AD(       ) 1
 BN0743  NAD 27      -  30 03 06.59000(N)    099 07 09.24600(W) AD(       ) 1
 BN0743
 BN0743.Superseded values are not recommended for survey control.
 BN0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0743.See file dsdata.txt to determine how the superseded data were derived.
 BN0743
 BN0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8847524558(NAD 83)
 BN0743_MARKER: DS = TRIANGULATION STATION DISK
 BN0743_SETTING: 66 = SET IN ROCK OUTCROP
 BN0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0743+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 BN0743
 BN0743  HISTORY     - Date     Condition        Report By
 BN0743  HISTORY     - 1935     MONUMENTED       CGS
 BN0743  HISTORY     - 20050504 GOOD             INDIV
 BN0743  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 BN0743
 BN0743                          STATION DESCRIPTION
 BN0743
 BN0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0743'STATION IS LOCATED ON THE SUMMIT OF TIVY MOUNTAIN, A HIGH
 BN0743'ROUNDED HILL ABOUT 1-1/2 MILES DUE E FROM THE CENTER OF THE
 BN0743'CITY OF KERRVILLE AND OVERLOOKING THE ENTIRE CITY.  STATION
 BN0743'IS 20 FEET S AND 15 FEET W OF MARBLE SHAFT (INSCRIBED JOS. A.
 BN0743'TIVY), IN PRIVATE CEMETERY.  MARK IS FLUSH WITH THE GROUND.
 BN0743'
 BN0743'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 BN0743'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BN0743'
 BN0743'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BN0743'
 BN0743'REFERENCE MARK NO. 1 IS E OF STATION, FLUSH WITH GROUND.
 BN0743'
 BN0743'REFERENCE MARK NO. 2 IS NW OF STATION, 42 FEET NW OF THE SE
 BN0743'CORNER OF STEEL CEMETERY FENCE, ON EDGE OF BREAK.  MARK IS
 BN0743'FLUSH WITH GROUND.
 BN0743'
 BN0743'AZIMUTH MARK IS NW OF STATION, 40 FEET N OF CENTER LINE OF
 BN0743'HIGHWAY 81, 1 FOOT S OF FENCE, 175 FEET W OF CONCRETE CULVERT
 BN0743'UNDER HIGHWAY.  MARK PROJECTS 10 INCHES ABOVE GROUND.  TO
 BN0743'REACH AZIMUTH FROM STATION GO 300 YARDS N DOWN HILL TO ROAD,
 BN0743'TURN LEFT FOR 0.6 MILE, THENCE RIGHT FOR 0.2 MILE, THENCE
 BN0743'LEFT FOR 0.05 MILE, THENCE RIGHT FOR 0.15 MILE TO HIGHWAY
 BN0743'81, TURN RIGHT FOR 0.4 MILE TO MARK ON LEFT SIDE OF HIGHWAY.
 BN0743'
 BN0743'TO REACH STATION FROM THE COUNTY COURTHOUSE IN KERRVILLE,
 BN0743'GO E ON HIGHWAY 81, FOR 0.25 MILE TO INTERSECTION OF SIDNEY
 BN0743'BAKER AND BARNETT STREETS, TURN RIGHT AND GO 0.35 MILE S
 BN0743'ON BARNETT STREET, JUST BEFORE REACHING A ONE-STORY, YELLOW
 BN0743'BRICK SCHOOLHOUSE TURN LEFT E AND FOLLOW MAIN STRAIGHT ROAD
 BN0743'(CYPRESS CREEK ROAD) FOR 1.0 MILE TO TOP OF GRADE (AND END
 BN0743'OF TRUCK TRAVEL).  STATION IS THEN ON TOP OF HILL TO THE RIGHT
 BN0743'S, A WALK OF 300 YARDS.
 BN0743'
 BN0743'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 BN0743
 BN0743                          STATION RECOVERY (2005)
 BN0743
 BN0743'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 BN0743'RECOVERED IN GOOD CONDITION.
 BN0743
 BN0743                          STATION RECOVERY (2005)
 BN0743
 BN0743'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 BN0743'ROAD IS BLOCKED BY A PRIVATE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6264 ***********************************************************************
 AB6264  DESIGNATION -  TKI A
 AB6264  PID         -  AB6264
 AB6264  STATE/COUNTY-  TX/COLLIN
 AB6264  USGS QUAD   -  MC KINNEY EAST (1973)
 AB6264
 AB6264                         *CURRENT SURVEY CONTROL
 AB6264  ___________________________________________________________________
 AB6264* NAD 83(1993)-  33 10 52.16713(N)    096 35 27.65154(W)     ADJUSTED  
 AB6264* NAVD 88     -       172.7    (meters)     567.     (feet)  GPS OBS   
 AB6264  ___________________________________________________________________
 AB6264  X           -    -613,348.960 (meters)                     COMP
 AB6264  Y           -  -5,308,311.459 (meters)                     COMP
 AB6264  Z           -   3,470,871.945 (meters)                     COMP
 AB6264  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AB6264  ELLIP HEIGHT-         147.10  (meters)          (03/05/01) GPS OBS
 AB6264  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AB6264
 AB6264  HORZ ORDER  -  FIRST
 AB6264  ELLP ORDER  -  THIRD     CLASS II
 AB6264
 AB6264.This mark is at Mckinney Muni (TKI) Airport (TKI)
 AB6264
 AB6264.The horizontal coordinates were established by GPS observations
 AB6264.and adjusted by the National Geodetic Survey in August 1996..
 AB6264
 AB6264.The orthometric height was determined by GPS observations and a
 AB6264.high-resolution geoid model.
 AB6264
 AB6264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6264
 AB6264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6264
 AB6264.The ellipsoidal height was determined by GPS observations
 AB6264.and is referenced to NAD 83.
 AB6264
 AB6264.The geoid height was determined by GEOID03.
 AB6264
 AB6264;                    North         East     Units Scale Factor Converg.
 AB6264;SPC TXNC     - 2,169,559.162   778,003.354   MT  0.99987517   +1 02 28.1
 AB6264;SPC TXNC     - 7,117,962.02  2,552,499.34   sFT  0.99987517   +1 02 28.1
 AB6264;UTM  14      - 3,673,955.425   724,603.133   MT  1.00022202   +1 19 08.3
 AB6264
 AB6264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6264!SPC TXNC     -   0.99997691  x   0.99987517  =   0.99985208
 AB6264!UTM  14      -   0.99997691  x   1.00022202  =   1.00019892
 AB6264
 AB6264                          SUPERSEDED SURVEY CONTROL
 AB6264
 AB6264  ELLIP H (08/27/96)  147.17   (m)                       GP(       ) 3 2
 AB6264
 AB6264.Superseded values are not recommended for survey control.
 AB6264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6264.See file dsdata.txt to determine how the superseded data were derived.
 AB6264
 AB6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2460373955(NAD 83)
 AB6264_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6264_SETTING: 66 = SET IN ROCK OUTCROP
 AB6264_STAMPING: TKI A 1995
 AB6264_MARK LOGO: NGS   
 AB6264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6264+STABILITY: POSITION/ELEVATION WELL
 AB6264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6264+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AB6264
 AB6264  HISTORY     - Date     Condition        Report By
 AB6264  HISTORY     - 1995     MONUMENTED       NGS
 AB6264  HISTORY     - 20041026 GOOD             INDIV
 AB6264
 AB6264                          STATION DESCRIPTION
 AB6264
 AB6264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6264'THE STATION IS LOCATED ABOUT 48 KM (29.80 MI) SOUTH OF SHERMAN, 35 KM
 AB6264'(21.75 MI) NORTH OF DALLAS, ON THE SOUTHEAST SIDE OF MCKINNEY, AT THE
 AB6264'MCKINNEY MUNICIPAL AIRPORT, IN BEDROCK IN THE MEDIAN OF THE RUNWAY AND
 AB6264'PARALLEL TAXI, AND ON THE NORTH SIDE OF THE FIRST CONNECTOR TAXI NORTH
 AB6264'OF MIDFIELD.  OWNERSHIP--CITY OF MCKINNEY, 222 NORTH TENNESSEE,P.O.
 AB6264'BOX 517, MCKINNEY, TX 75069.  AIRPORT MANAGER IS ASSISTANT CITY
 AB6264'MANAGER PATRICIA L.  DOYLE.  PHONE 214-542-2675, EXTENSION 202.
 AB6264'CONTACT HER ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.
 AB6264'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 380 AND STATE HIGHWAYS 5 AND
 AB6264'21 IN MCKINNEY, GO SOUTH ON HIGHWAY 5 AND 21 FOR 4.2 KM (2.60 MI) TO
 AB6264'INDUSTRIAL DRIVE ON THE LEFT.  TURN LEFT, EAST, ON INDUSTRIAL DRIVE
 AB6264'FOR 2.3 KM (1.40 MI) TO A GATE ON THE SOUTH SIDE OF THE TERMINAL.
 AB6264'CONTINUE AHEAD, EAST, PASSING THROUGH THE GATE FOR 0.06 KM (0.05 MI)
 AB6264'TO A TAXI.  TURN LEFT, NORTH, ALONG TAXI FOR 0.43 KM (0.25 MI) TO THE
 AB6264'STATION ON THE RIGHT.  STATION IS SET FLUSH IN THE CENTER OF A 2 M
 AB6264'(6.6 FT) X 0.6 M (2.0 FT) AREA OF EXPOSED BEDROCK FLUSH WITH THE
 AB6264'GROUND.  IT IS 55.2 M (181.1 FT) WEST OF THE CENTER OF THE RUNWAY,
 AB6264'33.0 M (108.3 FT) EAST OF THE CENTER OF THE PARALLEL TAXI, 62.1 M
 AB6264'(203.7 FT) NORTH OF THE CENTER OF A CONNECTOR TAXI, 46.2 M (151.6 FT)
 AB6264'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE PAD OF A TAXI SIGN,
 AB6264'42.8 M (140.4 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A
 AB6264'CONCRETE CULVERT, AND 1.65 M (5.41 FT) WEST OF A PLASTIC WITNESS POST.
 AB6264'DESCRIBED BY D.G AUG
 AB6264
 AB6264                          STATION RECOVERY (2004)
 AB6264
 AB6264'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DLF)
 AB6264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6265 ***********************************************************************
 AB6265  SACS        -  This is a Secondary Airport Control Station.
 AB6265  DESIGNATION -  TKI B
 AB6265  PID         -  AB6265
 AB6265  STATE/COUNTY-  TX/COLLIN
 AB6265  USGS QUAD   -  MC KINNEY EAST (1973)
 AB6265
 AB6265                         *CURRENT SURVEY CONTROL
 AB6265  ___________________________________________________________________
 AB6265* NAD 83(1993)-  33 10 18.23585(N)    096 35 28.55566(W)     ADJUSTED  
 AB6265* NAVD 88     -       176.28   (meters)     578.3    (feet)  GPS OBS   
 AB6265  ___________________________________________________________________
 AB6265  X           -    -613,438.234 (meters)                     COMP
 AB6265  Y           -  -5,308,880.003 (meters)                     COMP
 AB6265  Z           -   3,469,998.936 (meters)                     COMP
 AB6265  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AB6265  ELLIP HEIGHT-         150.67  (meters)          (03/05/01) GPS OBS
 AB6265  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AB6265
 AB6265  HORZ ORDER  -  FIRST
 AB6265  ELLP ORDER  -  THIRD     CLASS II
 AB6265
 AB6265.This mark is at Mckinney Muni (TKI) Airport (TKI)
 AB6265
 AB6265.The horizontal coordinates were established by GPS observations
 AB6265.and adjusted by the National Geodetic Survey in August 1996..
 AB6265
 AB6265.The orthometric height was determined by GPS observations and a
 AB6265.high-resolution geoid model.
 AB6265
 AB6265.GPS derived orthometric heights for airport stations designated as
 AB6265.PACS or SACS are published to 2 decimal places.  This maintains
 AB6265.centimeter relative accuracy between the PACS and SACS.  It does
 AB6265.not indicate centimeter accuracy relative to other marks which are
 AB6265.part of the NAVD 88 network.
 AB6265
 AB6265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6265
 AB6265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6265
 AB6265.The ellipsoidal height was determined by GPS observations
 AB6265.and is referenced to NAD 83.
 AB6265
 AB6265.The geoid height was determined by GEOID03.
 AB6265
 AB6265;                    North         East     Units Scale Factor Converg.
 AB6265;SPC TXNC     - 2,168,513.696   777,998.929   MT  0.99987481   +1 02 27.6
 AB6265;SPC TXNC     - 7,114,532.02  2,552,484.82   sFT  0.99987481   +1 02 27.6
 AB6265;UTM  14      - 3,672,909.587   724,603.773   MT  1.00022203   +1 19 06.6
 AB6265
 AB6265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6265!SPC TXNC     -   0.99997635  x   0.99987481  =   0.99985116
 AB6265!UTM  14      -   0.99997635  x   1.00022203  =   1.00019837
 AB6265
 AB6265                          SUPERSEDED SURVEY CONTROL
 AB6265
 AB6265  ELLIP H (08/27/96)  150.74   (m)                       GP(       ) 3 2
 AB6265
 AB6265.Superseded values are not recommended for survey control.
 AB6265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6265.See file dsdata.txt to determine how the superseded data were derived.
 AB6265
 AB6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2460472910(NAD 83)
 AB6265_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6265_SETTING: 39 = SET IN A TUNNEL
 AB6265_SP_SET: SET INTO TOP OF CONCRETE TUNNEL
 AB6265_STAMPING: TKI B 1995
 AB6265_MARK LOGO: NGS   
 AB6265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6265+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2001
 AB6265
 AB6265  HISTORY     - Date     Condition        Report By
 AB6265  HISTORY     - 1995     MONUMENTED       NGS
 AB6265  HISTORY     - 20010602 GOOD             NGS
 AB6265
 AB6265                          STATION DESCRIPTION
 AB6265
 AB6265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6265'THE STATION IS LOCATED ABOUT 48 KM (29.80 MI) SOUTH OF SHERMAN, 35 KM
 AB6265'(21.75 MI) NORTH OF DALLAS, ON THE SOUTHEAST SIDE OF MCKINNEY, AT THE
 AB6265'MCKINNEY MUNICIPAL AIRPORT, IN AN EXPOSED AREA OF A CONCRETE TUNNEL
 AB6265'CROSSING THE AIRFIELD, IN THE MEDIAN OF THE RUNWAY AND PARALLEL TAXI,
 AB6265'AND NEAR THE CENTER OF THE SOUTHERN MOST GRASS ISLAND. OWNERSHIP--CITY
 AB6265'OF MCKINNEY, 222 NORTH TENNESSEE,P.O.  BOX 517, MCKINNEY, TX 75069.
 AB6265'AIRPORT MANAGER IS ASSISTANT CITY MANAGER PATRICIA L.  DOYLE.  PHONE
 AB6265'214-542-2675, EXTENSION 202.  CONTACT HER ONE DAY IN ADVANCE FOR
 AB6265'PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE JUNCTION OF
 AB6265'U.S.HIGHWAY 380 AND STATE HIGHWAYS 5 AND 21 IN MCKINNEY, GO SOUTH ON
 AB6265'HIGHWAY 5 AND 21 FOR 4.2 KM (2.60 MI) TO INDUSTRIAL DRIVE ON THE LEFT.
 AB6265'TURN LEFT, EAST, ON INDUSTRIAL DRIVE FOR 2.3 KM (1.40 MI) TO A GATE ON
 AB6265'THE SOUTH SIDE OF THE TERMINAL. CONTINUE AHEAD, EAST, PASSING THROUGH
 AB6265'THE GATE FOR 0.06 KM (0.05 MI) TO A TAXI.  TURN RIGHT, SOUTH, ALONG
 AB6265'TAXI FOR 0.60 KM (0.35 MI) TO THE STATION ON THE LEFT.  STATION IS SET
 AB6265'FLUSH IN THE CENTER STRUT OF A 3 M (9.8 FT) WIDE EXPOSED AREA OF THE
 AB6265'TOP OF A CONCRETE TUNNEL.  IT IS 43.5 M (142.7 FT) WEST OF THE CENTER
 AB6265'OF THE RUNWAY, 48.2 M (158.1 FT) EAST OF THE CENTER OF THE PARALLEL
 AB6265'TAXI, 34.5 M (113.2 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AB6265'CONCRETE PAD OF THE NORTHONE OF TWO VASIS, 15.4 M (50.5 FT) NO0RTHEAST
 AB6265'OF THE NORTHEAST CORNER OF A DRAIN, 9.4 M (30.8 FT) SOUTHEAST OF THE
 AB6265'SOUTHEAST CORNER OF A DRAIN, AND 1.8 M (5.9 FT) SOUTH-SOUTHEAST OF A
 AB6265'PLASTIC WITNESS POST.  DESCRIBED BY D.G AUG
 AB6265
 AB6265                          STATION RECOVERY (2001)
 AB6265
 AB6265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 AB6265'RECOVERED AS DESCRIBED.
 AB6265' 
 AB6265'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6982 ***********************************************************************
 AJ6982  SACS        -  This is a Secondary Airport Control Station.
 AJ6982  DESIGNATION -  TKI C
 AJ6982  PID         -  AJ6982
 AJ6982  STATE/COUNTY-  TX/COLLIN
 AJ6982  USGS QUAD   -  MC KINNEY EAST (1973)
 AJ6982
 AJ6982                         *CURRENT SURVEY CONTROL
 AJ6982  ___________________________________________________________________
 AJ6982* NAD 83(1993)-  33 11 11.67302(N)    096 35 29.38320(W)     ADJUSTED  
 AJ6982* NAVD 88     -       175.34   (meters)     575.3    (feet)  GPS OBS   
 AJ6982  ___________________________________________________________________
 AJ6982  X           -    -613,356.023 (meters)                     COMP
 AJ6982  Y           -  -5,307,981.764 (meters)                     COMP
 AJ6982  Z           -   3,471,376.332 (meters)                     COMP
 AJ6982  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AJ6982  ELLIP HEIGHT-         149.74  (meters)          (01/10/02) GPS OBS
 AJ6982  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AJ6982
 AJ6982  HORZ ORDER  -  FIRST
 AJ6982  ELLP ORDER  -  SECOND    CLASS II
 AJ6982
 AJ6982.This mark is at Mckinney Muni (TKI) Airport (TKI)
 AJ6982
 AJ6982.The horizontal coordinates were established by GPS observations
 AJ6982.and adjusted by the National Geodetic Survey in January 2002..
 AJ6982
 AJ6982.The orthometric height was determined by GPS observations and a
 AJ6982.high-resolution geoid model.
 AJ6982
 AJ6982.GPS derived orthometric heights for airport stations designated as
 AJ6982.PACS or SACS are published to 2 decimal places.  This maintains
 AJ6982.centimeter relative accuracy between the PACS and SACS.  It does
 AJ6982.not indicate centimeter accuracy relative to other marks which are
 AJ6982.part of the NAVD 88 network.
 AJ6982
 AJ6982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6982
 AJ6982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6982
 AJ6982.The ellipsoidal height was determined by GPS observations
 AJ6982.and is referenced to NAD 83.
 AJ6982
 AJ6982.The geoid height was determined by GEOID03.
 AJ6982
 AJ6982;                    North         East     Units Scale Factor Converg.
 AJ6982;SPC TXNC     - 2,170,159.105   777,947.592   MT  0.99987538   +1 02 27.2
 AJ6982;SPC TXNC     - 7,119,930.33  2,552,316.39   sFT  0.99987538   +1 02 27.2
 AJ6982;UTM  14      - 3,674,555.298   724,544.441   MT  1.00022170   +1 19 08.0
 AJ6982
 AJ6982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6982!SPC TXNC     -   0.99997649  x   0.99987538  =   0.99985187
 AJ6982!UTM  14      -   0.99997649  x   1.00022170  =   1.00019819
 AJ6982
 AJ6982                          SUPERSEDED SURVEY CONTROL
 AJ6982
 AJ6982.No superseded survey control is available for this station.
 AJ6982
 AJ6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2454474555(NAD 83)
 AJ6982_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ6982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6982_STAMPING: TKI C 2001
 AJ6982_MARK LOGO: NGS   
 AJ6982_PROJECTION: FLUSH
 AJ6982_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6982+STABILITY: SURFACE MOTION
 AJ6982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6982+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2001
 AJ6982
 AJ6982  HISTORY     - Date     Condition        Report By
 AJ6982  HISTORY     - 20010602 MONUMENTED       NGS
 AJ6982
 AJ6982                          STATION DESCRIPTION
 AJ6982
 AJ6982'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 AJ6982'THE STATION IS LOCATED ABOUT 48 KM (29.80 MI) SOUTH OF SHERMAN, 35
 AJ6982'KM (21.75 MI) NORTH OF DALLAS, ON THE SOUTHEAST SIDE OF MCKINNEY, AT
 AJ6982'THE MCKINNEY MUNICIPAL AIRPORT,  AT THE NORTHEND OF THE FIELD, ON A
 AJ6982'RISE JUST SOUTH OF THE AIRCRAFT RUNUP PAD AND WEST OF TAXIWAY A.
 AJ6982'OWNERSHIP--CITY OF MCKINNEY, 222 NORTH TENNESSEE,P.O.  BOX 517,
 AJ6982'MCKINNEY, TX 75069. AIRPORT MANAGER IS ASSISTANT CITY MANAGER
 AJ6982'PATRICIA L.  DOYLE.  PHONE 214-542-2675, EXTENSION 202.  CONTACT HER
 AJ6982'ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO
 AJ6982'REACH FROM THE JUNCTION OF U.S.HIGHWAY 380 AND STATE HIGHWAYS 5
 AJ6982'AND 21 IN MCKINNEY, GO SOUTH ON HIGHWAY 5 AND 21 FOR 4.2 KM (2.60 MI)
 AJ6982'TO INDUSTRIAL DRIVE ON THE LEFT. TURN LEFT, EAST, ON INDUSTRIAL
 AJ6982'DRIVE FOR 2.3 KM (1.40 MI) TO A GATE ON THE SOUTH SIDE OF THE
 AJ6982'TERMINAL. CONTINUE AHEAD, EAST, PASSING THROUGH THE GATE FOR 0.06
 AJ6982'KM (0.05 MI) TO A TAXIWAY.   TURN LEFT, NORTH, ON TAXIWAY A AND
 AJ6982'PROCEED NORTH ON TAXIWAY FOR .0.85 MILE TO THE STATION ON THE LEFT,
 AJ6982'JUST SOUTH OF THE WARMUP PAD.
 AJ6982'THE STATION IS 159.3 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 AJ6982'SOUTHWEST CURVE OF THE WARMUP PAD. 111.3 FT WEST OF THE
 AJ6982'CENTERLINE OF TAXIWAY A.  87.4 FEET EAST OF A BARBED WIRE FENCE 3
 AJ6982'FEET HIGH AND A CARSONITE WITNESS POST.
 AJ6982'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AJ6982'(SACS).
 AJ6982' 
 AJ6982'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6981 ***********************************************************************
 AJ6981  PACS        -  This is a Primary Airport Control Station.
 AJ6981  DESIGNATION -  TKI D
 AJ6981  PID         -  AJ6981
 AJ6981  STATE/COUNTY-  TX/COLLIN
 AJ6981  USGS QUAD   -  MC KINNEY EAST (1973)
 AJ6981
 AJ6981                         *CURRENT SURVEY CONTROL
 AJ6981  ___________________________________________________________________
 AJ6981* NAD 83(1993)-  33 10 50.46971(N)    096 35 30.24511(W)     ADJUSTED  
 AJ6981* NAVD 88     -       175.31   (meters)     575.2    (feet)  GPS OBS   
 AJ6981  ___________________________________________________________________
 AJ6981  X           -    -613,419.242 (meters)                     COMP
 AJ6981  Y           -  -5,308,334.339 (meters)                     COMP
 AJ6981  Z           -   3,470,829.600 (meters)                     COMP
 AJ6981  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AJ6981  ELLIP HEIGHT-         149.70  (meters)          (01/10/02) GPS OBS
 AJ6981  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AJ6981
 AJ6981  HORZ ORDER  -  B
 AJ6981  ELLP ORDER  -  FIRST     CLASS I
 AJ6981
 AJ6981.This mark is at Mckinney Muni (TKI) Airport (TKI)
 AJ6981
 AJ6981.The horizontal coordinates were established by GPS observations
 AJ6981.and adjusted by the National Geodetic Survey in January 2002..
 AJ6981
 AJ6981.The orthometric height was determined by GPS observations and a
 AJ6981.high-resolution geoid model.
 AJ6981
 AJ6981.GPS derived orthometric heights for airport stations designated as
 AJ6981.PACS or SACS are published to 2 decimal places.  This maintains
 AJ6981.centimeter relative accuracy between the PACS and SACS.  It does
 AJ6981.not indicate centimeter accuracy relative to other marks which are
 AJ6981.part of the NAVD 88 network.
 AJ6981
 AJ6981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6981
 AJ6981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6981
 AJ6981.The ellipsoidal height was determined by GPS observations
 AJ6981.and is referenced to NAD 83.
 AJ6981
 AJ6981.The geoid height was determined by GEOID03.
 AJ6981
 AJ6981;                    North         East     Units Scale Factor Converg.
 AJ6981;SPC TXNC     - 2,169,505.663   777,937.134   MT  0.99987515   +1 02 26.7
 AJ6981;SPC TXNC     - 7,117,786.50  2,552,282.08   sFT  0.99987515   +1 02 26.7
 AJ6981;UTM  14      - 3,673,901.587   724,537.150   MT  1.00022166   +1 19 06.8
 AJ6981
 AJ6981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6981!SPC TXNC     -   0.99997650  x   0.99987515  =   0.99985165
 AJ6981!UTM  14      -   0.99997650  x   1.00022166  =   1.00019815
 AJ6981
 AJ6981                          SUPERSEDED SURVEY CONTROL
 AJ6981
 AJ6981.No superseded survey control is available for this station.
 AJ6981
 AJ6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2453773902(NAD 83)
 AJ6981_MARKER: I = METAL ROD
 AJ6981_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ6981+WITH SETTING: INFORMATION.
 AJ6981_STAMPING: TKI D 2001
 AJ6981_MARK LOGO: NGS   
 AJ6981_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6981+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2001
 AJ6981_ROD/PIPE-DEPTH: 2.13 meters
 AJ6981_SLEEVE-DEPTH  : 0.75 meters
 AJ6981
 AJ6981  HISTORY     - Date     Condition        Report By
 AJ6981  HISTORY     - 20010602 MONUMENTED       NGS
 AJ6981
 AJ6981                          STATION DESCRIPTION
 AJ6981
 AJ6981'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 AJ6981'THE STATION IS LOCATED ABOUT 48 KM (29.80 MI) SOUTH OF SHERMAN, 35
 AJ6981'KM (21.75 MI) NORTH OF DALLAS, ON THE SOUTHEAST SIDE OF MCKINNEY, AT
 AJ6981'THE MCKINNEY MUNICIPAL AIRPORT.  ON A RISE NORTH OF THE NORTHERN
 AJ6981'PARKING APRON.
 AJ6981'OWNERSHIP--CITY
 AJ6981'OF MCKINNEY, 222 NORTH TENNESSEE,P.O.  BOX 517, MCKINNEY, TX 75069.
 AJ6981'AIRPORT MANAGER IS ASSISTANT CITY MANAGER PATRICIA L.  DOYLE.
 AJ6981'PHONE
 AJ6981'214-542-2675, EXTENSION 202.  CONTACT HER ONE DAY IN ADVANCE FOR
 AJ6981'PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE JUNCTION OF
 AJ6981'U.S.HIGHWAY 380 AND STATE HIGHWAYS 5 AND 21 IN MCKINNEY, GO SOUTH
 AJ6981'ON HIGHWAY 5 AND 21 FOR 4.2 KM (2.60 MI) TO INDUSTRIAL DRIVE ON THE
 AJ6981'LEFT.TURN LEFT, EAST, ON INDUSTRIAL DRIVE FOR 2.3 KM (1.40 MI) TO A
 AJ6981'GATE ON THE SOUTH SIDE OF THE TERMINAL. CONTINUE AHEAD, EAST,
 AJ6981'PASSING THROUGH THE GATE FOR 0.06 KM (0.05 MI) TO A TAXIWAY.  TURN
 AJ6981'LEFT, NORTH, ONTO TAXIWAY AND CONTINUE FOR 0.2 MI TO CONNECTOR
 AJ6981'TAXIWAY C ON THE RIGHT, AND THE STATION ON THE LEFT,  ON A RISE.  THE
 AJ6981'STATION IS 123 FT (37.5 M) NORTH OF THE NORTH EDGE OF A PARKING
 AJ6981'APRON.  106 FT (32.3 M) WEST OF THE CENTERLINE OF TAXIWAY A.  97 FT
 AJ6981'(29.6
 AJ6981'M) NORTH-NORTHWEST OF THE WEST END OF A CONCRETE DRAINAGE
 AJ6981'HEADWALL, AND 93.9 FT (28.6 M) EAST OF A FENCELINE AND AN NGS
 AJ6981'CARSONITE WITNESS POST.
 AJ6981'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION
 AJ6981'(PACS).
 AJ6981' 
 AJ6981' 
 AJ6981'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0299 ***********************************************************************
 BQ0299  DESIGNATION -  TLRS 7897 NASA
 BQ0299  PID         -  BQ0299
 BQ0299  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0299  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0299
 BQ0299                         *CURRENT SURVEY CONTROL
 BQ0299  ___________________________________________________________________
 BQ0299* NAD 83(1986)-  30 40 19.     (N)    104 01 20.     (W)     SCALED    
 BQ0299* NAVD 88     -      2062.372  (meters)    6766.30   (feet)  ADJUSTED  
 BQ0299  ___________________________________________________________________
 BQ0299  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0299  DYNAMIC HT  -        2058.769 (meters)    6754.48  (feet)  COMP
 BQ0299  MODELED GRAV-     978,819.0   (mgal)                       NAVD 88
 BQ0299
 BQ0299  VERT ORDER  -  FIRST     CLASS II
 BQ0299
 BQ0299.The horizontal coordinates were scaled from a topographic map and have
 BQ0299.an estimated accuracy of +/- 6 seconds.
 BQ0299
 BQ0299.The orthometric height was determined by differential leveling
 BQ0299.and adjusted by the National Geodetic Survey in June 1991..
 BQ0299
 BQ0299.The geoid height was determined by GEOID03.
 BQ0299
 BQ0299.The dynamic height is computed by dividing the NAVD 88
 BQ0299.geopotential number by the normal gravity value computed on the
 BQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0299.degrees latitude (g = 980.6199 gals.).
 BQ0299
 BQ0299.The modeled gravity was interpolated from observed gravity values.
 BQ0299
 BQ0299;                    North         East    Units  Estimated Accuracy
 BQ0299;SPC TX C     - 3,117,300.      346,600.      MT  (+/- 180 meters Scaled)
 BQ0299
 BQ0299                          SUPERSEDED SURVEY CONTROL
 BQ0299
 BQ0299  NGVD 29 (??/??/92) 2061.632  (m)         6763.87   (f) ADJ UNCH    1 2
 BQ0299
 BQ0299.Superseded values are not recommended for survey control.
 BQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0299.See file dsdata.txt to determine how the superseded data were derived.
 BQ0299
 BQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP936936(NAD 83)
 BQ0299_MARKER: Z = SEE DESCRIPTION
 BQ0299_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BQ0299_SP_SET: NAIL IN PAVEMENT
 BQ0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0299
 BQ0299  HISTORY     - Date     Condition        Report By
 BQ0299  HISTORY     - 1980     MONUMENTED       NASA
 BQ0299  HISTORY     - 1980     GOOD             NGS
 BQ0299  HISTORY     - 1988     GOOD             USPSQD
 BQ0299  HISTORY     - 1989     GOOD             USPSQD
 BQ0299  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BQ0299  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BQ0299
 BQ0299                          STATION DESCRIPTION
 BQ0299
 BQ0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BQ0299'26.8 KM NW FROM FORT DAVIS.
 BQ0299'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 BQ0299'IN FORT DAVIS, THENCE 22.3 KM (13.8 MI) WEST AND NORTHWEST ALONG
 BQ0299'STATE HIGHWAY 118 TO A REVERSE FORK RIGHT, THENCE 2.4 KM (1.5 MI)
 BQ0299'EAST AND SOUTH ALONG STATE HIGHWAY 78 TO THE SUMMIT OF MOUNT LOCKE
 BQ0299'AND THE ADMINISTRATION BUILDING (SMALLER OF THE TWO LARGE TELESCOPE
 BQ0299'BUILDINGS), THENCE GO EAST FOR 0.1 KM (0.03 MI) TO THE PARKING AREA
 BQ0299'FOR THE MCDONALD OBSERVATORY 107 INCH TELESCOPE BUILDING.  THE MARK
 BQ0299'IS A NAIL DRIVEN THROUGH A WHITE METAL DISK ABOUT 7 CENTIMETERS IN
 BQ0299'DIAMETER AND IS UNSTAMPED.  THE NAIL HAS BEEN ETCHED WITH A CROSS
 BQ0299'AND THIS POINT WAS HELD, SINCE THE MARK IS A NAIL DRIVEN INTO THE
 BQ0299'ASPHALT THE STABILITY OF THIS POINT IS QUESTIONALBE.  IT IS 4.5 METERS
 BQ0299'(14.7 FT) EAST OF THE WEST STONE WALL AROUND THE PARKING LOT AND 0.5
 BQ0299'METER (1.6 FT) SOUTH OF THE NORTH STONE WALL OF THE PARKING LOT.
 BQ0299'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 BQ0299
 BQ0299                          STATION RECOVERY (1988)
 BQ0299
 BQ0299'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0299'RECOVERED IN GOOD CONDITION.
 BQ0299
 BQ0299                          STATION RECOVERY (1989)
 BQ0299
 BQ0299'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0299'RECOVERED IN GOOD CONDITION.
 BQ0299
 BQ0299                          STATION RECOVERY (1996)
 BQ0299
 BQ0299'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0299'MARK NOT FOUND.
 BQ0299
 BQ0299                          STATION RECOVERY (2003)
 BQ0299
 BQ0299'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6432 ***********************************************************************
 AJ6432  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6432  DESIGNATION -  TMC 1
 AJ6432  PID         -  AJ6432
 AJ6432  STATE/COUNTY-  TX/HARRIS
 AJ6432  USGS QUAD   -  BELLAIRE (1995)
 AJ6432
 AJ6432                         *CURRENT SURVEY CONTROL
 AJ6432  ___________________________________________________________________
 AJ6432* NAD 83(1993)-  29 42 08.28809(N)    095 23 42.65828(W)     ADJUSTED  
 AJ6432* NAVD 88     -        13.36   (meters)      43.8    (feet)  GPS OBS   
 AJ6432  ___________________________________________________________________
 AJ6432  X           -    -521,335.455 (meters)                     COMP
 AJ6432  Y           -  -5,520,106.562 (meters)                     COMP
 AJ6432  Z           -   3,141,745.476 (meters)                     COMP
 AJ6432  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AJ6432  ELLIP HEIGHT-         -13.88  (meters)          (12/03/01) GPS OBS
 AJ6432  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ6432
 AJ6432  HORZ ORDER  -  FIRST
 AJ6432  ELLP ORDER  -  FOURTH    CLASS II
 AJ6432
 AJ6432.The horizontal coordinates were established by GPS observations
 AJ6432.and adjusted by the National Geodetic Survey in December 2001..
 AJ6432
 AJ6432.The orthometric height was determined by GPS observations and a
 AJ6432.high-resolution geoid model using precise GPS observation and
 AJ6432.processing techniques.
 AJ6432
 AJ6432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6432
 AJ6432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6432
 AJ6432.The ellipsoidal height was determined by GPS observations
 AJ6432.and is referenced to NAD 83.
 AJ6432
 AJ6432.The geoid height was determined by GEOID03.
 AJ6432
 AJ6432;                    North         East     Units Scale Factor Converg.
 AJ6432;SPC TXSC     - 4,212,507.674   948,753.036   MT  0.99988373   +1 45 57.8
 AJ6432;SPC TXSC     -13,820,535.59  3,112,700.59   sFT  0.99988373   +1 45 57.8
 AJ6432;UTM  15      - 3,288,199.643   268,269.176   MT  1.00026261   -1 11 14.4
 AJ6432
 AJ6432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6432!SPC TXSC     -   1.00000218  x   0.99988373  =   0.99988591
 AJ6432!UTM  15      -   1.00000218  x   1.00026261  =   1.00026479
 AJ6432
 AJ6432                          SUPERSEDED SURVEY CONTROL
 AJ6432
 AJ6432.No superseded survey control is available for this station.
 AJ6432
 AJ6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6826988200(NAD 83)
 AJ6432_MARKER: F = FLANGE-ENCASED ROD
 AJ6432_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6432_STAMPING: TMC 1 2001
 AJ6432_MARK LOGO: NGS   
 AJ6432_PROJECTION: RECESSED 2 CENTIMETERS
 AJ6432_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ6432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6432+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2001
 AJ6432_ROD/PIPE-DEPTH: 6.1  meters
 AJ6432_SLEEVE-DEPTH  : 3.05 meters
 AJ6432
 AJ6432  HISTORY     - Date     Condition        Report By
 AJ6432  HISTORY     - 2001     MONUMENTED       NGS
 AJ6432  HISTORY     - 20010213 GOOD             JGRIFF
 AJ6432
 AJ6432                          STATION DESCRIPTION
 AJ6432
 AJ6432'DESCRIBED BY JOHN GRIFFIN SURVEYORS 2001 (JPG)
 AJ6432'DESCRIBED BY JOHN GRIFFIN, SURVEYORS 2001
 AJ6432'OWNERSHIP--TEXAS MEDICAL CENTER, DAVID PHILLIPS, TECHNICAL PROJECTS
 AJ6432'MANAGER, 2151 W. HOLCOMBE BOULEVARD, HOUSTON TX 77030, PHONE
 AJ6432'713-791-6408.
 AJ6432' 
 AJ6432'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 610 AND
 AJ6432'STATE HIGHWAY 288 WHICH IS ON THE SOUTH SIDE OF HOUSTON, GO NORTH ON
 AJ6432'STATE HIGHWAY 288 FOR 2.4 KM (1.5 MI) TO AN EXIT, THENCE 2.1 KM (1.3
 AJ6432'MI) WESTERLY ON WEST HOLCOMBE BOULEVARD, THENCE 0.5 KM (0.3 MI)
 AJ6432'SOUTHERLY ALONG BRAESWOOD BOULEVARD, THENCE 0.2 KM (0.1 MI) SOUTHEAST
 AJ6432'ALONG WYNDALE, 22.0 METERS (72.5 FT) SOUTH OF CENTERLINE OF WYNDALE,
 AJ6432'5.7 METERS (18.7 FT) NORTH OF A CHAIN LINK FENCE, AND 20.0 METERS
 AJ6432'(65.5 FT) SOUTHEAST OF A FIRE HYDRANT.  NOTE--ACCESS TO DATUM POINT IS
 AJ6432'HAD THROUGH A 5-INCH LOGO CAP.
 AJ6432'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1211 ***********************************************************************
 AH1211  DESIGNATION -  TO
 AH1211  PID         -  AH1211
 AH1211  STATE/COUNTY-  TX/KLEBERG
 AH1211  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1211
 AH1211                         *CURRENT SURVEY CONTROL
 AH1211  ___________________________________________________________________
 AH1211* NAD 83(1993)-  27 31 57.58745(N)    097 14 47.83392(W)     ADJUSTED  
 AH1211* NAVD 88     -                                                        
 AH1211  ___________________________________________________________________
 AH1211  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1211  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AH1211
 AH1211  HORZ ORDER  -  THIRD
 AH1211
 AH1211.The horizontal coordinates were established by classical geodetic methods
 AH1211.and adjusted by the National Geodetic Survey in February 1996..
 AH1211
 AH1211
 AH1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1211
 AH1211.The geoid height was determined by GEOID03.
 AH1211
 AH1211;                    North         East     Units Scale Factor Converg.
 AH1211;SPC TX S     - 5,207,354.535   423,802.772   MT  0.99993768   +0 34 08.6
 AH1211;SPC TX S     -17,084,462.34  1,390,426.26   sFT  0.99993768   +0 34 08.6
 AH1211;UTM  14      - 3,046,659.773   673,150.306   MT  0.99997009   +0 48 38.6
 AH1211
 AH1211                          SUPERSEDED SURVEY CONTROL
 AH1211
 AH1211  NAD 83(1986)-  27 31 57.59766(N)    097 14 47.80974(W) AD(       ) 4
 AH1211  NAD 27      -  27 31 56.44800(N)    097 14 46.85200(W) AD(       ) 3
 AH1211
 AH1211.Superseded values are not recommended for survey control.
 AH1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1211.See file dsdata.txt to determine how the superseded data were derived.
 AH1211
 AH1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7315046660(NAD 83)
 AH1211
 AH1211  HISTORY     - Date     Condition        Report By
 AH1211  HISTORY     - 1939     FIRST OBSERVED   CGS
 AH1211
 AH1211                          STATION DESCRIPTION
 AH1211
 AH1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AH1211'HYDROGRAPHIC STATION SIGNAL, NOT MARKED OR DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0631 ***********************************************************************
 CE0631  DESIGNATION -  TOBIN
 CE0631  PID         -  CE0631
 CE0631  STATE/COUNTY-  TX/EL PASO
 CE0631  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0631
 CE0631                         *CURRENT SURVEY CONTROL
 CE0631  ___________________________________________________________________
 CE0631* NAD 83(1993)-  31 54 07.64607(N)    106 24 23.53393(W)     ADJUSTED  
 CE0631* NAVD 88     -      1191.0    (meters)    3907.     (feet)  VERTCON   
 CE0631  ___________________________________________________________________
 CE0631  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CE0631  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0631
 CE0631  HORZ ORDER  -  SECOND
 CE0631
 CE0631.The horizontal coordinates were established by classical geodetic methods
 CE0631.and adjusted by the National Geodetic Survey in February 1996..
 CE0631
 CE0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0631
 CE0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0631
 CE0631.The geoid height was determined by GEOID03.
 CE0631
 CE0631;                    North         East     Units Scale Factor Converg.
 CE0631;SPC TX C     - 3,263,502.056   125,797.514   MT  1.00000510   -3 07 41.0
 CE0631;SPC TX C     -10,707,006.33    412,720.68   sFT  1.00000510   -3 07 41.0
 CE0631;UTM  13      - 3,530,449.791   366,998.164   MT  0.99981816   -0 44 36.3
 CE0631
 CE0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0631!SPC TX C     -   0.99981678  x   1.00000510  =   0.99982188
 CE0631!UTM  13      -   0.99981678  x   0.99981816  =   0.99963497
 CE0631
 CE0631:                Primary Azimuth Mark                     Grid Az
 CE0631:SPC TX C     -  RIO VALLEY HOG RANCH TALLER TK           044 05 33.2
 CE0631:UTM  13      -  RIO VALLEY HOG RANCH TALLER TK           041 42 28.5
 CE0631
 CE0631|---------------------------------------------------------------------|
 CE0631| PID    Reference Object                     Distance      Geod. Az  |
 CE0631|                                                           dddmmss.s |
 CE0631| CE0519 RIO VALLEY HOG RANCH TALLER TK      APPROX. 6.0 KM 0405752.2 |
 CE0631| CC7515 TOBIN RM 1                           24.030 METERS 11822     |
 CE0631| CE0549 EL PASO BIGGS FIELD WATER TANK      APPROX. 8.2 KM 1654617.5 |
 CE0631| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX.15.5 KM 1735012.3 |
 CE0631| CE0543 EL PASO MUN APT CONTROL TOWER       APPROX.11.4 KM 1745232.4 |
 CE0631| CE0571 EL PASO FT BLISS STA HOSP STK       APPROX. 8.6 KM 1821602.0 |
 CE0631| CE0547 EL PASO NAT GAS STA 3 WATER TK      APPROX. 4.5 KM 1874003.4 |
 CE0631| CE0416 TRANS                               345.514 METERS 18806     |
 CE0631| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX.11.3 KM 1912523.9 |
 CE0631| CE0578 EL PASO FORT BLISS OLD SECTION TANK APPROX.10.6 KM 1943352.9 |
 CE0631| CE0572 FT BLISS CH SPIRE CEN OF 5          APPROX. 7.6 KM 2103300.0 |
 CE0631| CE0568 FT BLISS CH SPIRE 2ND N OF 5        APPROX. 7.4 KM 2115103.2 |
 CE0631| CC7514 TOBIN AZ MK                                        2115754.2 |
 CE0631| CC7516 TOBIN RM 2                           23.882 METERS 22448     |
 CE0631|---------------------------------------------------------------------|
 CE0631
 CE0631                          SUPERSEDED SURVEY CONTROL
 CE0631
 CE0631  NAD 83(1993)-  31 54 07.64731(N)    106 24 23.53402(W) AD(       ) 2
 CE0631  NAD 83(1986)-  31 54 07.64980(N)    106 24 23.53272(W) AD(       ) 2
 CE0631  NAD 27      -  31 54 07.27000(N)    106 24 21.58200(W) AD(       ) 2
 CE0631  NGVD 29 (07/19/86) 1190.5    (m)         3906.     (f) VERT ANG       
 CE0631
 CE0631.Superseded values are not recommended for survey control.
 CE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0631.See file dsdata.txt to determine how the superseded data were derived.
 CE0631
 CE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6699830450(NAD 83)
 CE0631_MARKER: DD = SURVEY DISK
 CE0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CE0631_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CE0631
 CE0631  HISTORY     - Date     Condition        Report By
 CE0631  HISTORY     - 1943     MONUMENTED       CGS
 CE0631  HISTORY     - 1954     GOOD             AMS
 CE0631  HISTORY     - 1958     GOOD             CGS
 CE0631  HISTORY     - 1967     GOOD             CGS
 CE0631  HISTORY     - 1981     GOOD             NGS
 CE0631
 CE0631                          STATION DESCRIPTION
 CE0631
 CE0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0631'STATION IS LOCATED IN THE FLATS ABOUT 12 MILES, AIRLINE, NNE OF
 CE0631'EL PASO AND 74 FEET E OF U.S. HIGHWAY 54.
 CE0631'
 CE0631'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CE0631'CONCRETE POST, WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 CE0631'IT IS STAMPED TOBIN 1943.
 CE0631'
 CE0631'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CE0631'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.  IT
 CE0631'IS STAMPED TOBIN NO 1 1943.
 CE0631'
 CE0631'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 CE0631'A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.  IT IS
 CE0631'STAMPED TOBIN NO 2 1943.
 CE0631'
 CE0631'AZIMUTH MARK IS 0.5 MILE SSW OF THE STATION, ABOUT 40 FEET
 CE0631'W OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET NE OF A CONCRETE
 CE0631'RIGHT-OF-WAY POST, AND ABOUT 18 INCHES E OF FENCE.  IT IS A
 CE0631'BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CE0631'PROJECTS ABOUT 2 INCHES ABOVE GROUND.  IT IS STAMPED TOBIN
 CE0631'1943.
 CE0631'
 CE0631'TO REACH FROM THE INTERSECTION OF NORTH PIEDRAS STREET AND
 CE0631'ALAMEDA AVENUE IN EL PASO, GO N ON U.S. HIGHWAY 54 FOR 5.5 MILES
 CE0631'TO FORT BLISS FIRE STATION NO. 4 IN ROAD FORKS.  CONTINUE ON
 CE0631'HIGHWAY 54 FOR 2.5 MILES TO JUNCTION WITH WAR HIGHWAY 11.  KEEP
 CE0631'STRAIGHT AHEAD ON HIGHWAY 54, 2.1 MILES TO STATION.  THE
 CE0631'STATION IS DIRECTLY ACROS THE HIGHWAY FROM A BOARD GATE, WITH
 CE0631'HIGH 10- BY 10-INCH GATEPOSTS AND 10- BY 10-INCH CROSS BAR.
 CE0631'AND 74 FEET E OF THE CENTER LINE OF HIGHWAY 54.
 CE0631'
 CE0631'A 37-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
 CE0631'
 CE0631'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 CE0631
 CE0631                          STATION RECOVERY (1954)
 CE0631
 CE0631'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0631'THE STATION, A STANDARD DISK, STAMPED TOBIN 1943 AND SET IN THE
 CE0631'TOP OF A CONCRETE POST, WAS RECOVERED AS DESCRIBED IN GOOD
 CE0631'CONDITION.  IT IS ON THE E SIDE OF HIGHWAY 54, AND ABOUT 0.3
 CE0631'MI. N OF THE CACTUS DRIVE-IN THEATRE.  STATION IS 82 FT. E OF
 CE0631'THE CENTERLINE OF HIGHWAY 54 AND THE CENTERLINE OF A ROAD N,
 CE0631'314 FT. S-SE OF THE CENTERLINE OF HIGHWAY 54 AND THE CENTERLINE
 CE0631'OF A ROAD E, AND 33 FT. NE OF A YUCCA BUSH.
 CE0631'
 CE0631'BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE GOOD.
 CE0631'
 CE0631'AZIMUTH MARK IS 48 FT. W-NW OF THE CENTERLINE OF HIGHWAY 54,
 CE0631'133 FT. W OF THE SW CORNER OF A SOD BUILDING, AND 144 FT. W-SW
 CE0631'OF THE NW CORNER OF A SOD BUILDING.
 CE0631
 CE0631                          STATION RECOVERY (1958)
 CE0631
 CE0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CE0631'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH
 CE0631'MARK NOT SEARCHED FOR.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT
 CE0631'FOR THE FOLLOWING.
 CE0631'
 CE0631'BUILDING THAT WAS FORT BLISS FIRE STATION NO. 4 IS NOW USED FOR
 CE0631'ANOTHER PURPOSE, STATION IS 65.5 FEET SOUTHWEST OF A POWER POLE.
 CE0631'REFERENCE MARK NO. 2 IS 57 FEET EAST OF C/L HWY 54 AND 27.5 FEET
 CE0631'NORTHEAST OF A POWER POLE.  REFERENCE MARK NO. 1 IS 113.5 FEET
 CE0631'SOUTH-SOUTHEAST OF A POWER POLE.
 CE0631
 CE0631                          STATION RECOVERY (1967)
 CE0631
 CE0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0631'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH REFERENCE MARK
 CE0631'NO 1.  THE OLD DESCRIPTIONS WERE INADEQUATE A NEW DESCRIPTION
 CE0631'FOLLOWS--STATION IS LOCATED IN THE FLATS ABOUT 12 MILES AIRLINE
 CE0631'NNE OF DOWNTOWN EL PASO AND 78 FEET EAST OF HWY 54.  IT IS 63.1
 CE0631'FEET SOUTH OF NEWLY PLANTED POWER POLE (OLD POLE IS 200 AND MAY
 CE0631'BE REMOVED AND NO. TRANSFERED TO NEW POLE), 58.5 FT. NE OF
 CE0631'STREET LIGHT POLE 4520, 28.1 FT. SE OF EAST EDGE OF SIDEWALK,
 CE0631'AND 78.0 FT. SE OF THE CENTER OF HWY 54 (DYER ST.) DUAL HWY
 CE0631'DIVIDER.  THE STATION AND R.M. 1 ARE EAST OF THE INTERSECTION
 CE0631'OF DYER ST. AND MC COMB ST.  REFERENCE MARK 1 IS 156.8 FT. SE
 CE0631'OF CENTER OF DIVIDER OF DYER ST., AND 113.5 FT. SE OF THE
 CE0631'NEWLY PLANTED POWER POLE (OLD POLE 200).
 CE0631'
 CE0631'TO REACH FROM THE JUNCTION OF HWYS 80 AND 54 GO NORTH ON HWY 54
 CE0631'FOR 10.1 MILES TO THE INTERSECTION WITH MC COMBS ST., CROSS
 CE0631'MC COMBS TO STATION ON RIGHT.
 CE0631
 CE0631                          STATION RECOVERY (1981)
 CE0631
 CE0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0631'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND TO
 CE0631'BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 CE0631'NOT RECOVERED.  THE ANGLE BETWEEN THE REFERENCE MARKS AND
 CE0631'THE MEASUREMENT TO REFERENCE MARK 1 CHECKED THE 1943 DATA.
 CE0631'THE MEASUREMENT TO REFERENCE MARK 2 WAS FOUND TO BE LONGER
 CE0631'BY 15 MILLIMETERS.
 CE0631'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 54
 CE0631'(DYER STREET) AND MCCOMBS STREET, ON THE NORTH SIDE OF
 CE0631'EL PASO.
 CE0631'OWNERSHIP--STATE HIGHWAY DEPARTMENT, SUPERVISING DESIGN
 CE0631'ENGINEER, LYLE D. SCARBROUGH, 212 N. CLARK, EL PASO, TX
 CE0631'79905, TELEPHONE NUMBER 915-778-4254.
 CE0631'
 CE0631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 CE0631'(DYER STREET) AND 375 LOOP (TRANS MOUNTAIN ROAD), GO
 CE0631'NORTHEAST ON HIGHWAY 54 FOR 0.5 KM (0.3 MI) TO THE JUNCTION
 CE0631'OF HIGHWAY 54 AND MCCOMBS STREET AND THE STATION IN A
 CE0631'VACANT LOT TO THE SOUTHEAST OF THE JUNCTION.
 CE0631'
 CE0631'THE STATION IS A STANDARD CGS DISK
 CE0631'STAMPED---TOBIN 1943---,
 CE0631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0631'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0631'16.3 METERS (53.5 FT) EAST-NORTHEAST FROM A SUPPORT POLE FOR
 CE0631'TRAFFIC LIGHTS,
 CE0631'10.4 METERS (34.1 FT) EAST-SOUTHEAST FROM THE EAST CURB ON U.S.
 CE0631'HIGHWAY 54, AND
 CE0631'8.8 METERS (28.9 FT) SOUTHEAST FROM THE POST OF U.S. HIGHWAY 54
 CE0631'SIGN.
 CE0631'
 CE0631'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 CE0631'STAMPED---TOBIN NO 1 1943---,
 CE0631'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 36 CM ON A SIDE
 CE0631'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0631'35.8 METERS (117.5 FT) EAST FROM THE SUPPORT POLE FOR TRAFFIC
 CE0631'LIGHTS, AND
 CE0631'32.9 METERS (108 FT) EAST-SOUTHEAST FROM THE POST OF U.S. HIGHWAY
 CE0631'54 SIGN.
 CE0631'MARK IS LEVEL WITH STATION.
 CE0631'
 CE0631'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 CE0631'STAMPED---TOBIN NO 2 1943---,
 CE0631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0631'RECESSED 33 CM BELOW THE GROUND.  IT IS LOCATED
 CE0631'9.4 METERS (31 FT) SOUTH FROM THE SUPPORT POLE OF TRAFFIC LIGHTS,
 CE0631'AND
 CE0631'0.46 METER (1.5 FT) EAST FROM THE CURB OF INTERSECTION.
 CE0631'MARK IS ABOVE STATION 0.5 METERS.
 CE0631'
 CE0631'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3620 ***********************************************************************
 AW3620  DESIGNATION -  TODD
 AW3620  PID         -  AW3620
 AW3620  STATE/COUNTY-  TX/HARRIS
 AW3620  USGS QUAD   -  PASADENA (1995)
 AW3620
 AW3620                         *CURRENT SURVEY CONTROL
 AW3620  ___________________________________________________________________
 AW3620* NAD 83(1993)-  29 44 51.68910(N)    095 10 31.67114(W)     ADJUSTED  
 AW3620* NAVD 88     -         3.06   (+/-2cm)      10.0    (feet)  VERTCON   
 AW3620  ___________________________________________________________________
 AW3620  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW3620  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3620
 AW3620  HORZ ORDER  -  THIRD
 AW3620  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3620
 AW3620.The horizontal coordinates were established by classical geodetic methods
 AW3620.and adjusted by the National Geodetic Survey in February 1996..
 AW3620
 AW3620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3620.The vertical order pertains to the NGVD 29 superseded value.
 AW3620
 AW3620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3620
 AW3620.The geoid height was determined by GEOID03.
 AW3620
 AW3620;                    North         East     Units Scale Factor Converg.
 AW3620;SPC TXSC     - 4,218,210.875   969,838.176   MT  0.99988910   +1 52 25.3
 AW3620;SPC TXSC     -13,839,246.85  3,181,877.42   sFT  0.99988910   +1 52 25.3
 AW3620;UTM  15      - 3,292,810.320   289,626.935   MT  1.00014608   -1 04 47.4
 AW3620
 AW3620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3620!SPC TXSC     -   1.00000379  x   0.99988910  =   0.99989289
 AW3620!UTM  15      -   1.00000379  x   1.00014608  =   1.00014987
 AW3620
 AW3620|---------------------------------------------------------------------|
 AW3620| PID    Reference Object                     Distance      Geod. Az  |
 AW3620|                                                           dddmmss.s |
 AW3620| CV6870 TODD RM 1                            22.811 METERS 08559     |
 AW3620| AW6454 HOUSTON SHIP CHAN LT 82 1955        APPROX. 0.7 KM 0964217.8 |
 AW3620| AW6457 HOUSTON SHIP CHAN LT 80 1955        APPROX. 1.2 KM 1052146.9 |
 AW3620| AW6460 HOUSTON SHIP CHAN LT 78 1955        APPROX. 1.7 KM 1110407.3 |
 AW3620| AW6479 DEER PARK SHELL REF TALL STK        APPROX. 5.3 KM 1155613.6 |
 AW3620| AW6427 838 61.40 400L USE 1955              16.764 METERS 32749     |
 AW3620|---------------------------------------------------------------------|
 AW3620
 AW3620                          SUPERSEDED SURVEY CONTROL
 AW3620
 AW3620  NAD 83(1986)-  29 44 51.70418(N)    095 10 31.65197(W) AD(       ) 3
 AW3620  NAD 27      -  29 44 50.88444(N)    095 10 30.89484(W) AD(       ) 3
 AW3620  NGVD 29 (??/??/92)    3.059  (m)           10.04   (f) ADJ UNCH    1 2
 AW3620
 AW3620.Superseded values are not recommended for survey control.
 AW3620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3620.See file dsdata.txt to determine how the superseded data were derived.
 AW3620
 AW3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8962792810(NAD 83)
 AW3620_MARKER: DS = TRIANGULATION STATION DISK
 AW3620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3620_STAMPING: TODD 1955
 AW3620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3620+STABILITY: SURFACE MOTION
 AW3620
 AW3620  HISTORY     - Date     Condition        Report By
 AW3620  HISTORY     - 1955     MONUMENTED       CGS
 AW3620  HISTORY     - 1964     GOOD             CGS
 AW3620  HISTORY     - 1964     GOOD             NGS
 AW3620  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW3620
 AW3620                          STATION DESCRIPTION
 AW3620
 AW3620'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW3620'LOCATED 3 MI. NE OF PASADENA.  TO REACH FROM THE N ENTRANCE
 AW3620'TO WASHBURN TUNNEL, CONTINUE N HALF-CIRCLING THE TRAFFIC CIRCLE
 AW3620'FOR 1.9 MI. TO A STOP SIGN (INDUSTRIAL ROAD), TURN RIGHT AND
 AW3620'FOLLOW THE MAIN HIGHWAY FOR 2.3 MI. TO TODD SHIPYARD AND THE
 AW3620'STATION ON THE RIGHT.
 AW3620'
 AW3620'STATION IS 52 FT. S OF THE CENTERLINE OF THE ROAD, AND 38 FT.
 AW3620'N OF THE N BANK OF THE HOUSTON SHIP CHANNEL.  A STANDARD
 AW3620'DISK, STAMPED TODD 1955 AND SET IN THE TOP OF A 10-IN. SQUARE
 AW3620'CONCRETE MONUMENT PROJECTING 4 IN.
 AW3620'
 AW3620'REFERENCE MARK 1 IS NE OF THE STATION, 36 FT. S OF THE CENTERLINE
 AW3620'OF THE ROAD, AND 30 FT. N OF THE N BANK OF THE HOUSTON SHIP
 AW3620'CHANNEL.  A STANDARD DISK, STAMPED TODD 1955 NO 1 AND SET IN
 AW3620'THE TOP OF A 10-IN. SQUARE CONCRETE MONUMENT PROJECTING 4 IN.
 AW3620'
 AW3620'REFERENCE MARK 2 IS U.S.E. STATION 838+61.40, 14 FT. S OF THE
 AW3620'CENTERLINE OF THE ROAD, 2 FT. S OF THE EDGE OF THE PAVING, AND
 AW3620'2 FT. NW OF A WITNESS POST.  A U.S.E. DISK, STAMPED PT 838+61.40
 AW3620'AND SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT FLUSH WITH
 AW3620'THE GROUND.
 AW3620'
 AW3620'DEER PARK, SHELL REFINERY, TALLEST STACK WAS OBSERVED AS THE
 AW3620'AZIMUTH MARK.  THE STACK IS THE TALLEST ONE OF THREE AND IS
 AW3620'DIRECTLY DOWN THE CHANNEL FROM THE STATION.
 AW3620'
 AW3620'HEIGHT OF LIGHT ABOVE STATION MARK - 26 M.
 AW3620
 AW3620                          STATION RECOVERY (1964)
 AW3620
 AW3620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW3620'ABOUT 0.7 MILE NORTH ALONG FEDERAL ROAD FROM THE NORTH END OF
 AW3620'THE WASHBURN TUNNEL AT PASADENA, THENCE 1.1 MILES NORTHEAST
 AW3620'ALONG A PRIVATE ROAD THROUGH THE WARREN PETROLEUM COMPANY
 AW3620'AND THE HESS TERMINAL COMPANY PROPERTY, THENCE 1.0 MILE
 AW3620'NORTHEAST ALONG THE HOUSTON SHIP CHANNEL THROUGH THE SHEFFIELD
 AW3620'STEEL PROPERTY, THENCE 0.25 MILE NORTHEAST ALONG THE SHIP
 AW3620'CHANNEL TO THE TODD SHIPYARD COMPANY PROPERTY, 56 FEET NORTH OF
 AW3620'THE CENTER LINE OF A PAVED ROAD, 139 FEET EAST OF A WIRE MESH
 AW3620'FENCE, 15 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE SHIP
 AW3620'CHANNEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 AW3620'INCHES.
 AW3620'
 AW3620'NO REFERENCE MARKS WERE RECOVERED.
 AW3620
 AW3620                          STATION RECOVERY (1964)
 AW3620
 AW3620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3620'3.05 MI NE FROM PASADENA.
 AW3620'ABOUT 0.7 MILE NORTH ALONG FEDERAL ROAD FROM THE NORTH END OF THE
 AW3620'WASHBURN TUNNEL AT PASADENA, THENCE 1.1 MILES NORTHEAST ALONG A
 AW3620'PRIVATE PAVED ROAD THROUGH THE WARREN PETROLEUM COMPANY AND THE HESS
 AW3620'TERMINAL COMPANY PROPERTY, THENCE 1.0 MILE NORTHEAST ALONG THE HOUSTON
 AW3620'SHIP CHANNEL THROUGH THE SHEFFIELD STEEL COMPANY PROPERTY, THENCE 0.25
 AW3620'MILE NORTHEAST ALONG THE CHANNEL TO THE TODD SHIPYARD COMPANY
 AW3620'PROPERTY, 56 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD, 139 FEET
 AW3620'EAST OF A WIRE MESH FENCE, 15 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 AW3620'THE SHIP CHANNEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 AW3620'INCHES.
 AW3620
 AW3620                          STATION RECOVERY (1976)
 AW3620
 AW3620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW3620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1220 ***********************************************************************
 CR1220  DESIGNATION -  TODD
 CR1220  PID         -  CR1220
 CR1220  STATE/COUNTY-  TX/UPSHUR
 CR1220  USGS QUAD   -  GILMER (1978)
 CR1220
 CR1220                         *CURRENT SURVEY CONTROL
 CR1220  ___________________________________________________________________
 CR1220* NAD 83(1993)-  32 38 40.46758(N)    094 54 48.69317(W)     ADJUSTED  
 CR1220* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 CR1220  ___________________________________________________________________
 CR1220  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CR1220  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CR1220
 CR1220  HORZ ORDER  -  FIRST
 CR1220
 CR1220.The horizontal coordinates were established by classical geodetic methods
 CR1220.and adjusted by the National Geodetic Survey in February 1996..
 CR1220
 CR1220.The orthometric height was scaled from a topographic map.
 CR1220
 CR1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1220
 CR1220.The geoid height was determined by GEOID03.
 CR1220
 CR1220;                    North         East     Units Scale Factor Converg.
 CR1220;SPC TXNC     - 2,114,183.265   936,405.143   MT  0.99989770   +1 57 21.8
 CR1220;SPC TXNC     - 6,936,282.93  3,072,189.21   sFT  0.99989770   +1 57 21.8
 CR1220;UTM  15      - 3,613,502.618   320,519.064   MT  0.99999723   -1 01 56.9
 CR1220
 CR1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1220!SPC TXNC     -   0.99997764  x   0.99989770  =   0.99987534
 CR1220!UTM  15      -   0.99997764  x   0.99999723  =   0.99997487
 CR1220
 CR1220:                Primary Azimuth Mark                     Grid Az
 CR1220:SPC TXNC     -  JUDSON MUNICIPAL TANK                    111 44 24.5
 CR1220:UTM  15      -  JUDSON MUNICIPAL TANK                    114 43 43.2
 CR1220
 CR1220|---------------------------------------------------------------------|
 CR1220| PID    Reference Object                     Distance      Geod. Az  |
 CR1220|                                                           dddmmss.s |
 CR1220| CR1205 JUDSON MUNICIPAL TANK               APPROX.16.1 KM 1134146.3 |
 CR1220| CR1210 AMERICAN TEL AND TEL CO TWR         APPROX. 5.6 KM 1325228.6 |
 CR1220| CR1207 TEXAS ILL NATL GAS PLINE CO TR      APPROX. 5.8 KM 1351018.7 |
 CR1220| CR1165 PAN AMERICAN PLINE CO RAD MAST      APPROX.19.1 KM 1620808.0 |
 CR1220| CR1211 GLADEWATER MUNICIPAL TANK           APPROX.12.1 KM 1921335.1 |
 CR1220| CR1214 GLADEWATER NW MUNICIPAL TANK        APPROX.11.2 KM 1935054.6 |
 CR1220| CR1222 TT 13 WM                             12.801 METERS 22356     |
 CR1220| CX6390 TODD AZ MK                                         3035913.4 |
 CR1220| CR1219 GILMER RURAL ELEC CORP RAD MST      APPROX.10.3 KM 3360642.7 |
 CR1220| CX6391 TODD RM 1                            16.526 METERS 35808     |
 CR1220|---------------------------------------------------------------------|
 CR1220
 CR1220                          SUPERSEDED SURVEY CONTROL
 CR1220
 CR1220  NAD 83(1986)-  32 38 40.47443(N)    094 54 48.68032(W) AD(       ) 1
 CR1220  NAD 27      -  32 38 39.96850(N)    094 54 47.90290(W) AD(       ) 1
 CR1220
 CR1220.Superseded values are not recommended for survey control.
 CR1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1220.See file dsdata.txt to determine how the superseded data were derived.
 CR1220
 CR1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2051913503(NAD 83)
 CR1220_MARKER: DS = TRIANGULATION STATION DISK
 CR1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1220
 CR1220  HISTORY     - Date     Condition        Report By
 CR1220  HISTORY     - 1950     MONUMENTED       CGS
 CR1220  HISTORY     - 1956     GOOD             CGS
 CR1220  HISTORY     - 1957     GOOD             CGS
 CR1220
 CR1220                          STATION DESCRIPTION
 CR1220
 CR1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1220'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH-SOUTHEAST OF GILMER,
 CR1220'7.0 MILES NORTH OF GLADEWATER AND ON A PROMINENT WOODED KNOLL.
 CR1220'IT IS 53 FEET NORTHEAST OF A BLAZED OAK TREE WITH USBM PAINTED ON
 CR1220'IT, 9.5 FEET WEST OF THE WEST OF TWO OAK TREES WITH TRIANGLE
 CR1220'BLAZES AND 4 FEET WEST-NORTHWEST OF A WITNESS POST.  THE MARK
 CR1220'PROJECTS 8 INCHES AND THE DISK IS STAMPED TODD 1950.
 CR1220'
 CR1220'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF STATION ON THE SLOPE
 CR1220'OF THE KNOLL.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 CR1220'STAMPED TODD 1 1950.
 CR1220'
 CR1220'TT 13 WM WAS USED FOR REFERENCE MARK NO. 2.  IT IS 13.6 FEET
 CR1220'EAST OF A OAK TREE WITH A BLAZE AND USBM PAINTED IN THE BLAZE.
 CR1220'THE MARK IS SET IN A 6X6 INCH SQUARE CONCRETE POST WHICH PROJECTS
 CR1220'10 INCHES AND THE DISK IS STAMPED TT 13 WM 1949.
 CR1220'
 CR1220'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CR1220'TODD TO TT 13 WM.  IT IS (42.00 FEET) 12.801 METERS SOUTH-SOUTHWEST
 CR1220'OF THE STATION.
 CR1220'
 CR1220'AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION, 28
 CR1220'FEET WEST OF THE CENTERLINE OF THE ROAD, 5.5 FEET NORTHWEST
 CR1220'OF A WITNESS POST AND 4.8 FEET WEST OF THE FENCE.  THE MARK
 CR1220'PROJECTS 8 INCHES AND THE DISK IS STAMPED TODD 1950.
 CR1220'
 CR1220'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 80 AND 271
 CR1220'IN GLADEWATER, GO NORTH ON HIGHWAY 271 8.4 MILES TO A SIDE
 CR1220'ROAD RIGHT AT PIEDMONT SCHOOL HOUSE, TURN RIGHT (EAST) 0.6
 CR1220'MILE TO A T-INTERSECTION, (TURN LEFT 0.25 MILE TO THE AZIMUTH
 CR1220'MARK ON THE LEFT AT FOOT OF HILL) TURN RIGHT 0.1 MILE TO A
 CR1220'TRIANGLE BLAZED TREE ON THE RIGHT, TURN LEFT, NORTHEAST ALONG
 CR1220'THE EDGE OF FIELD AND PICK WAY TO TOP OF THE KNOLL.  THE
 CR1220'STATION IS AT THE TOP OF KNOLL APPROXIMATELY 0.2 MILE FROM THE
 CR1220'ROAD.
 CR1220'
 CR1220'A 110 FT. SIGNAL AT GLADEWATER IS VISIBLE AT 37 FT.
 CR1220'
 CR1220'AN 87 FT. SIGNAL AT WINONA, CURRY AND RHONE IS VISIBLE AT 37 FT.
 CR1220'
 CR1220'A 74 FT. SIGNAL AT GILMER IS VISIBLE AT 37 FT.
 CR1220'
 CR1220'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR1220
 CR1220                          STATION RECOVERY (1956)
 CR1220
 CR1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1220'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CR1220'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 CR1220'CORRECT.
 CR1220
 CR1220                          STATION RECOVERY (1957)
 CR1220
 CR1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1220'THE STATION, AZIMUTH, REFERENCE MARK NO 1 AND USBM TT 13 WM WERE
 CR1220'FOUND AS DESCRIBED AND IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 CR1220'FOLLOWS.
 CR1220'
 CR1220'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH-SOUTH-EAST OF
 CR1220'GILMER, 7.0 MILES NORTH OF GLADEWATER AND ON A PROMINENT WOODED
 CR1220'KNOLL.  IT IS 53 FEET NORTHEAST OF A BLAZED OAK TREE WITH
 CR1220'USBM PAINTED ON IT, 9.5 FEET WEST OF THE WEST ONE OF TWO
 CR1220'OAK TREES WITH TRIANGLE BLAZES AND 2 FEET SOUTHWEST OF A WITNESS
 CR1220'POST.  THE MARK IS SET ON THE TOP OF A CONCRETE MONUMENT
 CR1220'PROJECTING 8 INCHES AND IS STAMPED TODD 1950.
 CR1220'
 CR1220'REFERENCE MARK NO. 1 IS NORTH NORTH-WEST OF THE STATION ON THE
 CR1220'SLOPE OF THE KNOLL.  THE MARK IS SET ON TOP OF A CONCRETE
 CR1220'MONUMENT PROJECTING 8 INCHES AND IS STAMPED TODD NO 1 1950.
 CR1220'
 CR1220'TT 13 WM WAS USED FOR REFERENCE MARK NO. 2.  IT IS 13.6 FEET
 CR1220'EAST OF AN OAK TREE WITH USBM PAINTED IN A BLAZE ON THE TREE.
 CR1220'THE MARK IS SET ON THE TOP OF A 6X6 INCH CONCRETE POST PROJECTING
 CR1220'10 INCHES AND THE DISK IS STAMPED TT 13 WM 1949.
 CR1220'
 CR1220'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION,
 CR1220'28 FEET WEST OF THE CENTER LINE OF THE ROAD, 4.8 FEET WEST OF THE
 CR1220'FENCE AND 5.5 FEET NORTHWEST OF A WITNESS POST.  THE DISK
 CR1220'IS SET ON THE TOP OF A CONCRETE MONUMENT PROJECTING 8 INCHES
 CR1220'AND IS STAMPED TODD 1950.
 CR1220'
 CR1220'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 80
 CR1220'AND 271 IN GLADEWATER GO NORTH ON U.S. HIGHWAY 271 FOR 8.0
 CR1220'MILES TO A FORK TO THE RIGHT, TAKE THE RIGHT FORK AND GO 0.4
 CR1220'MILE TO A SIDE ROAD RIGHT AT THE PIEDMONT SCHOOL, TURN RIGHT
 CR1220'(EAST) AND GO 0.6 MILES TO A T INTERSECTION*, TURN RIGHT
 CR1220'AND GO 0.1 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT AND FOLLOW
 CR1220'THE DRIVEWAY TO AN OLD SHACK THEN PICK A WAY NORTHEAST FOR
 CR1220'ABOUT 0.3 MILE TO THE TOP OF THE KNOLL AND THE STATION AS
 CR1220'DESCRIBED.
 CR1220'
 CR1220'*THE AZIMUTH MARK IS TO THE LEFT (NORTHWEST) 0.25 MILE, ON THE
 CR1220'SOUTHEAST SLOPE OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1082 ***********************************************************************
 CT1082  DESIGNATION -  TODD
 CT1082  PID         -  CT1082
 CT1082  STATE/COUNTY-  TX/CALLAHAN
 CT1082  USGS QUAD   -  CLUB HOLLOW (1987)
 CT1082
 CT1082                         *CURRENT SURVEY CONTROL
 CT1082  ___________________________________________________________________
 CT1082* NAD 83(1993)-  32 17 22.33015(N)    099 27 04.87951(W)     ADJUSTED  
 CT1082* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 CT1082  ___________________________________________________________________
 CT1082  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CT1082  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CT1082
 CT1082  HORZ ORDER  -  SECOND
 CT1082
 CT1082.The horizontal coordinates were established by classical geodetic methods
 CT1082.and adjusted by the National Geodetic Survey in February 1996..
 CT1082
 CT1082.The orthometric height was scaled from a topographic map.
 CT1082
 CT1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1082
 CT1082.The geoid height was determined by GEOID03.
 CT1082
 CT1082;                    North         East     Units Scale Factor Converg.
 CT1082;SPC TXNC     - 2,069,477.071   510,391.855   MT  0.99996040   -0 31 07.9
 CT1082;SPC TXNC     - 6,789,609.36  1,674,510.61   sFT  0.99996040   -0 31 07.9
 CT1082;UTM  14      - 3,572,618.748   457,501.395   MT  0.99962227   -0 14 28.0
 CT1082
 CT1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1082!SPC TXNC     -   0.99991118  x   0.99996040  =   0.99987158
 CT1082!UTM  14      -   0.99991118  x   0.99962227  =   0.99953348
 CT1082
 CT1082|---------------------------------------------------------------------|
 CT1082| PID    Reference Object                     Distance      Geod. Az  |
 CT1082|                                                           dddmmss.s |
 CT1082| CX8832 TODD RM 1                            17.041 METERS 05649     |
 CT1082| CX8833 TODD RM 2                            17.365 METERS 13912     |
 CT1082| CX8831 TODD AZ MK                                         2760605.3 |
 CT1082|---------------------------------------------------------------------|
 CT1082
 CT1082                          SUPERSEDED SURVEY CONTROL
 CT1082
 CT1082  NAD 83(1986)-  32 17 22.33637(N)    099 27 04.86739(W) AD(       ) 2
 CT1082  NAD 27      -  32 17 21.86550(N)    099 27 03.59090(W) AD(       ) 2
 CT1082
 CT1082.Superseded values are not recommended for survey control.
 CT1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1082.See file dsdata.txt to determine how the superseded data were derived.
 CT1082
 CT1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA5750172619(NAD 83)
 CT1082_MARKER: DS = TRIANGULATION STATION DISK
 CT1082_SETTING: 66 = SET IN ROCK OUTCROP
 CT1082
 CT1082  HISTORY     - Date     Condition        Report By
 CT1082  HISTORY     - 1961     MONUMENTED       CGS
 CT1082
 CT1082                          STATION DESCRIPTION
 CT1082
 CT1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1082'THE STATION IS 8 MILES SOUTHEAST OF CLYDE, 6 MILES EAST-NORTHEAST
 CT1082'OF DENTON, 7 MILES SOUTHWEST OF BAIRD AND 0.25 MILE EAST OF
 CT1082'A OIL WELL AND 4 STORAGE TANKS.
 CT1082'
 CT1082'TO REACH THE STATION FROM THE POST OFFICE IN CLYDE, GO EAST
 CT1082'FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTH, CROSSING
 CT1082'RAILROAD TRACKS AND GO FOR 0.05 MILE TO A CROSSROAD AND JUNCTION
 CT1082'OF FARM ROAD 18, TURN LEFT AND GO EAST, THEN SOUTH AND EAST ON
 CT1082'FARM ROAD 18 FOR 3.4 MILES TO A CROSSROAD, TURN RIGHT, SOUTH,
 CT1082'ON A GRAVEL ROAD FOR 3.15 MILES TO A T INTERSECTION, TURN
 CT1082'RIGHT, WEST, FOR 0.5 MILE TO A CATTLE GUARD AND END OF PUBLIC
 CT1082'ROAD, CROSS CATTLE GUARD AND CONTINUE SOUTH THROUGH PASTURE
 CT1082'FOR 0.7 MILE TO RANCH BUILDING ON THE RIGHT AND A FORK, TAKE
 CT1082'LEFT FORK STRAIGHT AHEAD ON MAIN ROAD FOR 2.3 MILES TO A
 CT1082'FORK AND A OIL WELL AND STORAGE TANKS ON THE RIGHT.  (TO
 CT1082'REACH THE AZIMUTH MARK FROM HERE, TURN RIGHT, SOUTH, FOR
 CT1082'0.05 MILE, THEN TURN RIGHT, WEST, FOR 0.05 MILE TO THE
 CT1082'AZIMUTH MARK AS DESCRIBED.) TAKE LEFT FORK AND GO EASTERLY
 CT1082'ON MAIN TRAVEL ROAD FOR 0.25 MILE, THEN TURN RIGHT, LEAVING
 CT1082'ROAD AND GO SOUTHERLY ACROSS PASTURE FOR 0.1 MILE TO
 CT1082'THE HIGHEST POINT OF THE RIDGE AND THE STATION AS
 CT1082'DESCRIBED.
 CT1082'
 CT1082'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 CT1082'BEDROCK, WHICH IS 6 INCHES UNDERGROUND AND IS STAMPED TODD 1961.
 CT1082'IT IS 101 FEET SOUTH-SOUTHEAST OF A LARGE LOCUST TREE AND
 CT1082'5 FEET SOUTH OF A METAL WITNESS POST.  THERE IS NO UNDERGROUND
 CT1082'MARK SET.
 CT1082'
 CT1082'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 CT1082'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECT 8 INCHES
 CT1082'AND IS STAMPED TODD NO. 1 1961.  IT IS 104 FEET SOUTHEAST
 CT1082'OF A LARGE LOCUST TREE AND 54.5 FEET NORTHEAST OF A METAL
 CT1082'WITNESS POST.
 CT1082'
 CT1082'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 CT1082'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 8 INCHES
 CT1082'AND IS STAMPED TODD NO. 2 1961
 CT1082'
 CT1082'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CT1082'SQUARE CONCRETE MONUMENT, WHICH PROJECT 8 INCHES AND IS
 CT1082'STAMPED TODD 1961.  IT IS 67 FEET SOUTHWEST OF A OIL WELL,
 CT1082'3 FEET NORTH OF A METAL WITNESS POST AND 2 FEET SOUTH OF A POWER
 CT1082'POLE.
 CT1082'
 CT1082'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0548 ***********************************************************************
 BO0548  DESIGNATION -  TODD
 BO0548  PID         -  BO0548
 BO0548  STATE/COUNTY-  TX/CROCKETT
 BO0548  USGS QUAD   -  OWENS CREEK SE (1967)
 BO0548
 BO0548                         *CURRENT SURVEY CONTROL
 BO0548  ___________________________________________________________________
 BO0548* NAD 83(1993)-  30 46 53.49574(N)    101 32 53.72401(W)     ADJUSTED  
 BO0548* NAVD 88     -       836.2    (meters)    2743.     (feet)  VERTCON   
 BO0548  ___________________________________________________________________
 BO0548  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BO0548  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 BO0548
 BO0548  HORZ ORDER  -  FIRST
 BO0548
 BO0548.The horizontal coordinates were established by classical geodetic methods
 BO0548.and adjusted by the National Geodetic Survey in February 1996..
 BO0548
 BO0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0548
 BO0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0548
 BO0548.The geoid height was determined by GEOID03.
 BO0548
 BO0548;                    North         East     Units Scale Factor Converg.
 BO0548;SPC TX C     - 3,124,222.757   583,721.170   MT  0.99988906   -0 37 32.7
 BO0548;SPC TX C     -10,250,054.16  1,915,091.87   sFT  0.99988906   -0 37 32.7
 BO0548;UTM  14      - 3,408,166.439   256,136.556   MT  1.00033366   -1 18 17.1
 BO0548
 BO0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0548!SPC TX C     -   0.99987243  x   0.99988906  =   0.99976150
 BO0548!UTM  14      -   0.99987243  x   1.00033366  =   1.00020605
 BO0548
 BO0548|---------------------------------------------------------------------|
 BO0548| PID    Reference Object                     Distance      Geod. Az  |
 BO0548|                                                           dddmmss.s |
 BO0548| CH9775 TODD RM 1                            24.580 METERS 10103     |
 BO0548| CI0348 ROCK CAPPED BUTTE                                  1070628.9 |
 BO0548| CH9681 JS TODD RIG WOOD OIL DERRICK                       3300017.3 |
 BO0548| CH9776 TODD RM 2                           130.000 METERS 35148     |
 BO0548|---------------------------------------------------------------------|
 BO0548
 BO0548                          SUPERSEDED SURVEY CONTROL
 BO0548
 BO0548  NAD 83(1986)-  30 46 53.50698(N)    101 32 53.71415(W) AD(       ) 1
 BO0548  NAD 27      -  30 46 52.90300(N)    101 32 52.28900(W) AD(       ) 1
 BO0548  NGVD 29 (07/19/86)  836.0    (m)         2743.     (f) VERT ANG       
 BO0548
 BO0548.Superseded values are not recommended for survey control.
 BO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0548.See file dsdata.txt to determine how the superseded data were derived.
 BO0548
 BO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV5613708166(NAD 83)
 BO0548_MARKER: DS = TRIANGULATION STATION DISK
 BO0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0548
 BO0548  HISTORY     - Date     Condition        Report By
 BO0548  HISTORY     - 1932     MONUMENTED       CGS
 BO0548  HISTORY     - 1937     GOOD             LOCENG
 BO0548
 BO0548                          STATION DESCRIPTION
 BO0548
 BO0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 BO0548'ABOUT 16 MILES, AIR LINE, S OF THE POWELL OIL FIELD SCHOOLHOUSE,
 BO0548'ABOUT 19 MILES W AND 5 MILES N OF OZONA, ABOUT 2.75 MILES S BY
 BO0548'E FROM THE J.S. TODD OIL RIG, ON LAND OWNED BY J.S. TODD, ON
 BO0548'THE HIGHEST GROUND IN THE IMMEDIATE VICINITY, IN A MESQUITE AND
 BO0548'JUNIPER COVERED PASTURE, ABOUT 0.2 MILE W OF AN OLD TRAIL ALONG
 BO0548'THE MESA, 0.25 MILE W OF A SMALL RESERVOIR, AND ON A LINE
 BO0548'PASSING THROUGH A SMALL WHITE-CAPPED BUTTE (SEE BELOW) AND
 BO0548'A POINT APPROXIMATELY 75 FEET S OF THE RESERVOIR.
 BO0548'
 BO0548'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BO0548'DISKS SET IN CONCRETE.
 BO0548'
 BO0548'REFERENCE MARK NO. 1 IS 24.58 METERS (80.6 FEET) FROM STATION,
 BO0548'S 78 DEG 57 MIN E.
 BO0548'
 BO0548'REFERENCE MARK NO. 2 130 METERS (PACED) (427 FEET), FROM
 BO0548'STATION, N 08 DEG 12 MIN W.
 BO0548'
 BO0548'OTHER BEARINGS FROM STATION ARE--UNIVERSITY OF TEXAS, SURVEY
 BO0548'STATION, ON SMALL WHITE-TOPPED BUTTE (SEE ABOVE) ABOUT 10
 BO0548'MILES DISTANT, S 72 DEG 53 MIN E.  TIP OF LONE WOODEN OIL
 BO0548'RIG, J.S. TODD, 2 MILES DISTANT, N 30 DEG W.
 BO0548'
 BO0548'TO REACH THE STATION FROM STATION CROCKETT (SEE DESCRIPTION
 BO0548'THEREOF), FOLLOW ROAD S 2.75 MILES TO A BUMPER GATE.  GO
 BO0548'THROUGH GATE AND ALONG ROAD 0.5 MILE TO A CROSS ROAD.  KEEP
 BO0548'STRAIGHT AHEAD 1.1 MILES TO WHERE ROAD CROSSES CATTLE GUARD
 BO0548'ONTO A GRADED ROAD.  FOLLOW GRADED ROAD 3.7 MILES TO DIM CROSS
 BO0548'ROAD.  TURN RIGHT ACROSS AN 8-INCH PIPE CULVERT AND FOLLOW
 BO0548'DIM ROAD TOWARD WINDMILL 1.25 MILES.  BEAR LEFT AND GO THROUGH
 BO0548'RED-BOARD GATE.  FROM GATE FOLLOW ROAD TO S UP RAVINE AND
 BO0548'OUT ON TOP FOR 2.2 MILES TO FORK.  DOUBLE BACK SHARPLY TO
 BO0548'LEFT AND GO 0.35 MILE TO SMALL RESERVOIR.  HERE LEAVE ROAD,
 BO0548'BEAR RIGHT AN GO UP-HILL 0.25 MILE TO STATION.
 BO0548
 BO0548                          STATION RECOVERY (1937)
 BO0548
 BO0548'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 BO0548'STATION RECOVERED BY GEOPHYSICAL RESEARCH CORP.
 BO0548'
 BO0548'STATION RECOVERED.  PRESENT CONDITION OF THE MARK VERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0996 ***********************************************************************
 GK0996  DESIGNATION -  TODD
 GK0996  PID         -  GK0996
 GK0996  STATE/COUNTY-  TX/HEMPHILL
 GK0996  USGS QUAD   -  LIPSCOMB SW (1972)
 GK0996
 GK0996                         *CURRENT SURVEY CONTROL
 GK0996  ___________________________________________________________________
 GK0996* NAD 83(1993)-  36 02 54.01953(N)    100 25 48.20013(W)     ADJUSTED  
 GK0996* NAVD 88     -       830.     (meters)    2723.     (feet)  SCALED    
 GK0996  ___________________________________________________________________
 GK0996  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GK0996  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GK0996
 GK0996  HORZ ORDER  -  FIRST
 GK0996
 GK0996.The horizontal coordinates were established by classical geodetic methods
 GK0996.and adjusted by the National Geodetic Survey in February 1996..
 GK0996
 GK0996.The orthometric height was scaled from a topographic map.
 GK0996
 GK0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0996
 GK0996.The geoid height was determined by GEOID03.
 GK0996
 GK0996;                    North         East     Units Scale Factor Converg.
 GK0996;SPC TX N     - 1,227,763.613   296,406.577   MT  0.99997130   +0 37 12.3
 GK0996;SPC TX N     - 4,028,087.79    972,460.58   sFT  0.99997130   +0 37 12.3
 GK0996;UTM  14      - 3,990,256.045   371,187.043   MT  0.99980445   -0 50 30.0
 GK0996
 GK0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0996!SPC TX N     -   0.99987410  x   0.99997130  =   0.99984540
 GK0996!UTM  14      -   0.99987410  x   0.99980445  =   0.99967857
 GK0996
 GK0996|---------------------------------------------------------------------|
 GK0996| PID    Reference Object                     Distance      Geod. Az  |
 GK0996|                                                           dddmmss.s |
 GK0996| CL3440 TODD RM 1                            11.465 METERS 03116     |
 GK0996| CL3441 TODD RM 2                            12.241 METERS 11239     |
 GK0996| GK0999 TODD 2                              169.363 METERS 15925     |
 GK0996| GK1000 TODD 2 1972 RM 4                    163.539 METERS 16355     |
 GK0996| GK1001 TODD AZ MK                          APPROX. 0.8 KM 1802815.7 |
 GK0996|---------------------------------------------------------------------|
 GK0996
 GK0996                          SUPERSEDED SURVEY CONTROL
 GK0996
 GK0996  NAD 83(1993)-  36 02 54.01983(N)    100 25 48.20009(W) AD(       ) 1
 GK0996  NAD 83(1986)-  36 02 54.02581(N)    100 25 48.18853(W) AD(       ) 1
 GK0996  NAD 27      -  36 02 53.88000(N)    100 25 46.70000(W) AD(       ) 1
 GK0996
 GK0996.Superseded values are not recommended for survey control.
 GK0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0996.See file dsdata.txt to determine how the superseded data were derived.
 GK0996
 GK0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7118790256(NAD 83)
 GK0996_MARKER: DS = TRIANGULATION STATION DISK
 GK0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0996
 GK0996  HISTORY     - Date     Condition        Report By
 GK0996  HISTORY     - 1952     MONUMENTED       CGS
 GK0996  HISTORY     - 1972     SEE DESCRIPTION  NGS
 GK0996
 GK0996                          STATION DESCRIPTION
 GK0996
 GK0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK0996'THE STATION IS LOCATED APPROXIMATELY 10-1/2 MILES AIR LINE
 GK0996'NORTH-NORTHWEST OF CANADIAN.  4 MILES EAST OF U.S. HIGHWAY
 GK0996'83.  1-1/2 MILE NORTH-NORTHWEST OF THE TODD RANCH BUILDINGS.
 GK0996'1/2 MILE NORTHWEST OF A WINDMILL AND DIRT RESERVOIR AND
 GK0996'ON THE SUMMIT OF A GRASSY KNOLL WHICH IS THE HIGHEST POINT
 GK0996'IN THE IMMEDIATE VICINTIY.
 GK0996'
 GK0996'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 GK0996'OF U.S. HIGHWAYS 83 AND 60 WITH MAIN STREET IN CANADIAN, GO
 GK0996'EAST-NORTHEAST ON U.S. HIGHWAYS 83 AND 60 FOR 2.3 MILES TO THE
 GK0996'JUNCTION.  KEEP LEFT ON U.S. HIGHWAY 83 AND GO 2.9 MILES TO
 GK0996'A SIDE ROAD AND A CATTLE GUARD ON THE RIGHT.  TURN RIGHT PASS
 GK0996'THROUGH THE CATTLE GUARD AND FOLLOW THE BLADED DIRT ROAD
 GK0996'NORTHERLY FOR 7.2 MILES TO THE TODD RANCH BUILDINGS.  PASS
 GK0996'THROUGH THE GATE ON THE LEFT, WEST, SIDE OF THE LOADING
 GK0996'SHUTE AT THE SOUTHWEST CORNER OF THE CORRAL AND FOLLOW THE TRACK
 GK0996'ROAD FOR 0.3 MILE, PASSING AROUND THE NORTH END OF A SMALL
 GK0996'RESERVOIR AND ONTO THE HILL TO THE NORTHWEST OF THE
 GK0996'CORRAL, TO A SECOND GATE.  PASS THROUGH THE GATE AND
 GK0996'CONTINUE NORTHERLY ON THE TRACK ROAD ALONG THE RIDGE FOR 0.9
 GK0996'MILE TO A GATE AND THE AZIMUTH MARK ON THE LEFT, 10 YARDS
 GK0996'WEST OF THE GATE.  PASS THROUGH THE GATE AND CONTINUE
 GK0996'NORTHERLY ON THE TRACK ROAD FOR 0.3 MILE TO A FORK.  KEEP LEFT
 GK0996'FORK AND GO NORTHERLY FOR 0.25 MILE TO THE SUMMIT OF A GRASSY
 GK0996'KNOLL AND THE STATION 20 YARDS WEST OF THE TRACK ROAD.
 GK0996'
 GK0996'THE STATION MARK, STAMPED TODD 1952, IS A BRONZE DISK SET IN
 GK0996'A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND IT IS 4 FEET
 GK0996'NORTHEAST OF A WHITE WITNESS POST.
 GK0996'
 GK0996'REFERENCE MARK NO. 1, STAMPED TODD NO 1 1952, IS A BRONZE
 GK0996'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 GK0996'IT IS 11 YARDS WEST OF THE TRACK ROAD AND AT THE SAME ELEVATION
 GK0996'AS THE STATION.
 GK0996'
 GK0996'REFERENCE MARK NO. 2, STAMPED TODD NO 2 1952, IS A BRONZE DISK
 GK0996'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES AND IT
 GK0996'IS 10 YARDS WEST OF THE TRACK ROAD.
 GK0996'
 GK0996'THE AZIMUTH MARK, STAMPED TODD 1952, IS A BRONZE DISK SET IN
 GK0996'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 GK0996'IS 3 FEET NORTH OF AN EAST-WEST FENCE LINE AND 2 FEET
 GK0996'NORTH-NORTHWEST OF A WHITE WITNESS POST.
 GK0996
 GK0996                          STATION RECOVERY (1972)
 GK0996
 GK0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GK0996'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 GK0996'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK AND
 GK0996'REFERENCE MARKS WILL BE DESTROYED IN THE NEAR FUTURE BY
 GK0996'EXCAVATION OF HILL.  (LARGE GRAVEL PIT AREA) THE DISTANCE AND
 GK0996'DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 GK0996'
 GK0996'TODD 2 1972 WAS ESTABLISHED SOUTH-SOUTHEAST OF THE ORIGINAL
 GK0996'STATION ON A LOW RISE AND OUT OF THE EXCAVATION OF GRAVEL PIT
 GK0996'AREA.
 GK0996'
 GK0996'THE STATION WAS MOVED BY THE REQUEST OF THE PROPERTY OWNER.
 GK0996'
 GK0996'FOR FUTURE REFERENCE SEE THE DESCRIPTION FOR STATION TODD
 GK0996'2 1972.
 GK0996'
 GK0996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CANADIAN
 GK0996'10 MILES NNW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0999 ***********************************************************************
 GK0999  DESIGNATION -  TODD 2
 GK0999  PID         -  GK0999
 GK0999  STATE/COUNTY-  TX/HEMPHILL
 GK0999  USGS QUAD   -  LIPSCOMB SW (1972)
 GK0999
 GK0999                         *CURRENT SURVEY CONTROL
 GK0999  ___________________________________________________________________
 GK0999* NAD 83(1993)-  36 02 48.87541(N)    100 25 45.82146(W)     ADJUSTED  
 GK0999* NAVD 88     -       828.     (meters)    2717.     (feet)  SCALED    
 GK0999  ___________________________________________________________________
 GK0999  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GK0999  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GK0999
 GK0999  HORZ ORDER  -  SECOND
 GK0999
 GK0999.The horizontal coordinates were established by classical geodetic methods
 GK0999.and adjusted by the National Geodetic Survey in February 1996..
 GK0999.No horizontal observational check was made to the station.
 GK0999
 GK0999.The orthometric height was scaled from a topographic map.
 GK0999
 GK0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0999
 GK0999.The geoid height was determined by GEOID03.
 GK0999
 GK0999;                    North         East     Units Scale Factor Converg.
 GK0999;SPC TX N     - 1,227,605.718   296,467.828   MT  0.99997103   +0 37 13.6
 GK0999;SPC TX N     - 4,027,569.76    972,661.53   sFT  0.99997103   +0 37 13.6
 GK0999;UTM  14      - 3,990,096.666   371,244.236   MT  0.99980427   -0 50 28.5
 GK0999
 GK0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0999!SPC TX N     -   0.99987441  x   0.99997103  =   0.99984544
 GK0999!UTM  14      -   0.99987441  x   0.99980427  =   0.99967870
 GK0999
 GK0999|---------------------------------------------------------------------|
 GK0999| PID    Reference Object                     Distance      Geod. Az  |
 GK0999|                                                           dddmmss.s |
 GK0999| CL3442 TODD 2 RM 3                          10.374 METERS 08633     |
 GK0999| GK1001 TODD AZ MK                          APPROX. 0.6 KM 1860700.7 |
 GK0999| GK1000 TODD 2 1972 RM 4                     14.304 METERS 27541     |
 GK0999| GK0996 TODD                                169.363 METERS 33925     |
 GK0999|---------------------------------------------------------------------|
 GK0999
 GK0999                          SUPERSEDED SURVEY CONTROL
 GK0999
 GK0999  NAD 83(1993)-  36 02 48.87572(N)    100 25 45.82142(W) AD(       ) 2
 GK0999  NAD 83(1986)-  36 02 48.88171(N)    100 25 45.80987(W) AD(       ) 2
 GK0999  NAD 27      -  36 02 48.73577(N)    100 25 44.32146(W) AD(       ) 2
 GK0999
 GK0999.Superseded values are not recommended for survey control.
 GK0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0999.See file dsdata.txt to determine how the superseded data were derived.
 GK0999
 GK0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7124490097(NAD 83)
 GK0999_MARKER: DS = TRIANGULATION STATION DISK
 GK0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0999
 GK0999  HISTORY     - Date     Condition        Report By
 GK0999  HISTORY     - 1972     MONUMENTED       NGS
 GK0999  HISTORY     - 1975     GOOD             NGS
 GK0999
 GK0999                          STATION DESCRIPTION
 GK0999
 GK0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GK0999'REST 2 1963 TRAVERSE DISTANCE (TAPE).
 GK0999'
 GK0999'TODD 1952 ELECTRO MEASUREMENT 7 RANGER 11).
 GK0999'
 GK0999'AZIMUTH MARK 1952 ELECTRO MEASUREMENT 7 RANGER 11).
 GK0999'
 GK0999'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF CANADIAN,
 GK0999'4 MILES EAST OF U.S. HWY. 83, 3-1/2 MILES WEST OF FARM ROAD 1920
 GK0999'AND 1/2 MILE SOUTH OF THE HEMPHILL-LIPSCOMB COUNTY LINE.  ON A
 GK0999'GRASSY COVERED KNOLL, THAT IS SUR-ROUNDED BY A LARGE EXCAVATION
 GK0999'AREA, A GRAVEL PIT AREA.
 GK0999'
 GK0999'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND
 GK0999'83, WHICH IS LOCATED ABOUT 2 MILES NORTH OF CANADIAN.  GO NORTH ON
 GK0999'U.S. HWY. 60 FOR 2.8 MILES TO THE INTERSECTION OF FARM ROAD 1920
 GK0999'ON THE LEFT.  KEEP LEFT AND GO NORTH ON FARM ROAD 1920 FOR 5.3
 GK0999'MILES TO A SIDE ROAD ON THE LEFT, THIS IS JUST AFTER THE MAIN
 GK0999'SURFACE ROAD TURN RIGHT AND GOES NORTH AGAIN.  TURN LEFT AND GO
 GK0999'WESTERLY ON BLADED ROAD FOR 3.75 MILES TO A LARGE MACHINE-SHOP AND
 GK0999'GRAVEL-PIT MACHINE AREA, HERE BEAR RIGHT AND GO NORTHERLY TO
 GK0999'FIRST KNOLL NORTH OF THE MACHINE-SHED, A DISTANCE OF 0.05 MILE,
 GK0999'TO STATION.  ALSO A BURIED PIPE-LINE CROSSES THE KNOLL AT THIS
 GK0999'POINT.
 GK0999'
 GK0999'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 GK0999'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED TODD 2
 GK0999'1972.  IT IS 18 FEET SOUTH OF A BURIED PIPE-LINE, 14 FEET NORTH OF
 GK0999'THE EDGE OF EMBANKMENT AND ON THE HIGHEST POINT OF KNOLL.
 GK0999'
 GK0999'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 GK0999'CONCRETE POST, THAT PROJECTS 8-INCHES AND IS STAMPED TODD 2 NO 3
 GK0999'1972.  IT IS 18 FEET SOUTH OF THE BURIED PIPE-LINE, 16 FEET
 GK0999'NORTH OF THE EDGE OF EMBANKMENT AND ON THE EAST SLOPE OF KNOLL.
 GK0999'
 GK0999'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 GK0999'CONCRETE POST, THAT PROJECTS 8-INCHES AND IS STAMPED TODD 2 NO 4
 GK0999'1972.  IT IS 26 FEET NORTH OF THE EDGE OF EMBANKMENT, 8 FEET SOUTH
 GK0999'OF BURIED PIPE-LINE AND ON THE WEST SLOPE OF KNOLL.
 GK0999'
 GK0999'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 GK0999'CONCRETE POST, THAT PROJECTS 8-INCHES AND IS STAMPED TODD 1952.  IT
 GK0999'IS 22 FEET NORTH OF THE EAST END OF GATE, 22.6 FEET NORTH
 GK0999'OF A METAL WITNESS POST AND FENCE-LINE AND 10 FEET EAST OF CENTER
 GK0999'OF TRACK ROAD.
 GK0999'
 GK0999'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.05
 GK0999'MILE TO MACHINE-SHED, HERE GO EAST ON MAIN ROAD FOR 0.15 MILE TO
 GK0999'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON TRACK ROAD
 GK0999'FOR 0.25 MILE TO GATE IN FENCE-LINE AND MARK ON THE LEFT.
 GK0999'
 GK0999'NEAREST TOWN--CANADIAN.
 GK0999
 GK0999                          STATION RECOVERY (1975)
 GK0999
 GK0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GK0999'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 GK0999'THE 1972 DESCRIPTION OF STATION IS ADEQUATE.
 GK0999'
 GK0999'THE DISTANCE TO THE AZIMUTH MARK WAS RE-MEASURED AS REQUESTED BY
 GK0999'OFFICE.
 GK0999'
 GK0999'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CANADIAN 10
 GK0999'MILES NNW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1000 ***********************************************************************
 GK1000  DESIGNATION -  TODD 2 1972 RM 4
 GK1000  PID         -  GK1000
 GK1000  STATE/COUNTY-  TX/HEMPHILL
 GK1000  USGS QUAD   -  LIPSCOMB SW (1972)
 GK1000
 GK1000                         *CURRENT SURVEY CONTROL
 GK1000  ___________________________________________________________________
 GK1000* NAD 83(1993)-  36 02 48.92132(N)    100 25 46.39010(W)     ADJUSTED  
 GK1000* NAVD 88     -       829.     (meters)    2720.     (feet)  SCALED    
 GK1000  ___________________________________________________________________
 GK1000  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GK1000  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GK1000
 GK1000  HORZ ORDER  -  SECOND
 GK1000
 GK1000.The horizontal coordinates were established by classical geodetic methods
 GK1000.and adjusted by the National Geodetic Survey in February 1996..
 GK1000.No horizontal observational check was made to the station.
 GK1000
 GK1000.The orthometric height was scaled from a topographic map.
 GK1000
 GK1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1000
 GK1000.The geoid height was determined by GEOID03.
 GK1000
 GK1000;                    North         East     Units Scale Factor Converg.
 GK1000;SPC TX N     - 1,227,606.979   296,453.580   MT  0.99997103   +0 37 13.3
 GK1000;SPC TX N     - 4,027,573.90    972,614.79   sFT  0.99997103   +0 37 13.3
 GK1000;UTM  14      - 3,990,098.289   371,230.028   MT  0.99980432   -0 50 28.8
 GK1000
 GK1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1000!SPC TX N     -   0.99987425  x   0.99997103  =   0.99984529
 GK1000!UTM  14      -   0.99987425  x   0.99980432  =   0.99967860
 GK1000
 GK1000|---------------------------------------------------------------------|
 GK1000| PID    Reference Object                     Distance      Geod. Az  |
 GK1000|                                                           dddmmss.s |
 GK1000| GK0999 TODD 2                               14.304 METERS 09541     |
 GK1000| GK1001 TODD AZ MK                          APPROX. 0.6 KM 1844730.2 |
 GK1000|---------------------------------------------------------------------|
 GK1000
 GK1000                          SUPERSEDED SURVEY CONTROL
 GK1000
 GK1000  NAD 83(1993)-  36 02 48.92162(N)    100 25 46.39006(W) AD(       ) 2
 GK1000  NAD 83(1986)-  36 02 48.92761(N)    100 25 46.37850(W) AD(       ) 2
 GK1000  NAD 27      -  36 02 48.78168(N)    100 25 44.89011(W) AD(       ) 2
 GK1000
 GK1000.Superseded values are not recommended for survey control.
 GK1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1000.See file dsdata.txt to determine how the superseded data were derived.
 GK1000
 GK1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7123090098(NAD 83)
 GK1000_MARKER: DR = REFERENCE MARK DISK
 GK1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1000+STABILITY: SURFACE MOTION
 GK1000
 GK1000  HISTORY     - Date     Condition        Report By
 GK1000  HISTORY     - 1972     MONUMENTED       NGS
 GK1000
 GK1000                          STATION DESCRIPTION
 GK1000
 GK1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GK1000'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF CANADIAN,
 GK1000'4 MILES EAST OF U.S. HWY. 83, 3-1/2 MILES WEST OF FARM ROAD 1920
 GK1000'AND 1/2 MILE SOUTH OF THE HEMPHILL-LIPSCOMB COUNTY LINE.  ON A
 GK1000'GRASSY COVERED KNOLL, THAT IS SUR-ROUNDED BY A LARGE EXCAVATION
 GK1000'AREA, A GRAVEL PIT AREA.
 GK1000'
 GK1000'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 60
 GK1000'AND 83, WHICH IS LOCATED ABOUT 2 MILES NORTH OF CANADIAN.  GO NORTH
 GK1000'ON U.S. HWY. 60 FOR 2.8 MILES TO THE INTERSECTION OF FARM ROAD
 GK1000'1920 ON THE LEFT.  KEEP LEFT AND GO NORTH ON FARM ROAD 1920 FOR
 GK1000'5.3 MILES TO A SIDE ROAD ON THE LEFT, THIS IS JUST AFTER THE MAIN
 GK1000'SURFACE ROAD TURN RIGHT AND GOES NORTH AGAIN.  TURN LEFT AND GO
 GK1000'WESTERLY ON BLADED ROAD FOR 3.75 MILES TO A LARGE MACHINE-SHOP AND
 GK1000'GRAVEL-PIT MACHINE AREA, HERE BEAR RIGHT AND GO NORTHERLY TO
 GK1000'FIRST KNOLL NORTH OF THE MACHINE-SHED, A DISTANCE OF 0.05 MILE, TO
 GK1000'STATION.  ALSO A BURIED PIPE-LINE CROSSES THE KNOLL AT THIS
 GK1000'POINT.
 GK1000'
 GK1000'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 GK1000'CONCRETE POST, THAT PROJECTS 8-INCHES AND IS STAMPED TODD 2 NO 4
 GK1000'1972.  IT IS 26 FEET NORTH OF THE EDGE OF EMBANKMENT, 8 FEET SOUTH
 GK1000'OF BURIED PIPE-LINE AND ON THE WEST SLOPE OF KNOLL.
 GK1000'
 GK1000'NEAREST TOWN--CANADIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1001 ***********************************************************************
 GK1001  DESIGNATION -  TODD AZ MK
 GK1001  PID         -  GK1001
 GK1001  STATE/COUNTY-  TX/HEMPHILL
 GK1001  USGS QUAD   -  LIPSCOMB SW (1972)
 GK1001
 GK1001                         *CURRENT SURVEY CONTROL
 GK1001  ___________________________________________________________________
 GK1001* NAD 83(1993)-  36 02 28.92366(N)    100 25 48.45417(W)     ADJUSTED  
 GK1001* NAVD 88     -       813.     (meters)    2667.     (feet)  SCALED    
 GK1001  ___________________________________________________________________
 GK1001  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 GK1001  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GK1001
 GK1001  HORZ ORDER  -  SECOND
 GK1001
 GK1001.The horizontal coordinates were established by classical geodetic methods
 GK1001.and adjusted by the National Geodetic Survey in February 1996..
 GK1001
 GK1001.The orthometric height was scaled from a topographic map.
 GK1001
 GK1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1001
 GK1001.The geoid height was determined by GEOID03.
 GK1001
 GK1001;                    North         East     Units Scale Factor Converg.
 GK1001;SPC TX N     - 1,226,990.103   296,408.589   MT  0.99996997   +0 37 12.1
 GK1001;SPC TX N     - 4,025,550.03    972,467.18   sFT  0.99996997   +0 37 12.1
 GK1001;UTM  14      - 3,989,482.864   371,169.327   MT  0.99980451   -0 50 29.6
 GK1001
 GK1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1001!SPC TX N     -   0.99987676  x   0.99996997  =   0.99984674
 GK1001!UTM  14      -   0.99987676  x   0.99980451  =   0.99968130
 GK1001
 GK1001:                Primary Azimuth Mark                     Grid Az
 GK1001:SPC TX N     -  TODD 2 1972 RM 4                         004 10 16.9
 GK1001:UTM  14      -  TODD 2 1972 RM 4                         005 37 58.6
 GK1001
 GK1001|---------------------------------------------------------------------|
 GK1001| PID    Reference Object                     Distance      Geod. Az  |
 GK1001|                                                           dddmmss.s |
 GK1001| GK1000 TODD 2 1972 RM 4                    APPROX. 0.6 KM 0044729.0 |
 GK1001| GK0999 TODD 2                              APPROX. 0.6 KM 0060659.2 |
 GK1001|---------------------------------------------------------------------|
 GK1001
 GK1001                          SUPERSEDED SURVEY CONTROL
 GK1001
 GK1001  NAD 83(1993)-  36 02 28.92396(N)    100 25 48.45413(W) AD(       ) 2
 GK1001  NAD 83(1986)-  36 02 28.92995(N)    100 25 48.44257(W) AD(       ) 2
 GK1001  NAD 27      -  36 02 28.78361(N)    100 25 46.95434(W) AD(       ) 2
 GK1001
 GK1001.Superseded values are not recommended for survey control.
 GK1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1001.See file dsdata.txt to determine how the superseded data were derived.
 GK1001
 GK1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7116989483(NAD 83)
 GK1001_MARKER: DZ = AZIMUTH MARK DISK
 GK1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1001+STABILITY: SURFACE MOTION
 GK1001
 GK1001  HISTORY     - Date     Condition        Report By
 GK1001  HISTORY     - 1972     MONUMENTED       NGS
 GK1001
 GK1001                          STATION DESCRIPTION
 GK1001
 GK1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GK1001'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF CANADIAN,
 GK1001'4 MILES EAST OF U.S. HWY. 83, 3-1/2 MILES WEST OF FARM ROAD 1920 AND
 GK1001'1/2 MILE SOUTH OF THE HEMPHILL-LIPSCOMB COUNTY LINE.  ON A GRASSY
 GK1001'COVERED KNOLL, THAT IS SUR-ROUNDED BY A LARGE EXCAVATION AREA, A
 GK1001'GRAVEL PIT AREA.
 GK1001'
 GK1001'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 60 AND
 GK1001'83, WHICH IS LOCATED ABOUT 2 MILES NORTH OF CANADIAN.  GO NORTH
 GK1001'ON U.S. HWY. 60 FOR 2.8 MILES TO THE INTERSECTION OF FARM ROAD 1920
 GK1001'ON THE LEFT.  KEEP LEFT AND GO NORTH ON FARM ROAD 1920 FOR 5.3
 GK1001'MILES TO A SIDE ROAD ON THE LEFT, THIS IS JUST AFTER THE MAIN
 GK1001'SURFACE ROAD TURN RIGHT AND GOES NORTH AGAIN.  TURN LEFT AND GO
 GK1001'WESTERLY ON BLADED ROAD FOR 3.75 MILES TO A LARGE MACHINE-SHOP AND
 GK1001'GRAVEL-PIT MACHINE AREA, HERE BEAR RIGHT AND GO NORTHERLY TO
 GK1001'FIRST KNOLL NORTH OF THE MACHINE-SHED, A DISTANCE OF 0.05 MILE,
 GK1001'TO STATION.  ALSO A BURIED PIPE-LINE CROSSES THE KNOLL AT THIS
 GK1001'POINT.
 GK1001'
 GK1001'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 GK1001'CONCRET POST, THAT PROJECTS 8-INCHES AND IS STAMPED TODD 1952.  IT
 GK1001'IS 22 FEET NORTH OF THE EAST END OF GATE, 22.6 FEET NORTH OF A
 GK1001'METAL WITNESS POST AND FENCE-LINE AND 10 FEET EAST OF CENTER OF
 GK1001'TRACK ROAD.
 GK1001'
 GK1001'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.05 MILE
 GK1001'TO MACHINE-SHED, HERE GO EAST ON MAIN ROAD FOR 0.15 MILE TO TRACK
 GK1001'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON TRACK ROAD FOR 0.25
 GK1001'MILE TO GATE IN FENCE-LINE AND MARK ON THE LEFT.
 GK1001'
 GK1001'NEAREST TOWN--CANADIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0736 ***********************************************************************
 DQ0736  DESIGNATION -  TOKIO
 DQ0736  PID         -  DQ0736
 DQ0736  STATE/COUNTY-  TX/TERRY
 DQ0736  USGS QUAD   -  TOKIO (1970)
 DQ0736
 DQ0736                         *CURRENT SURVEY CONTROL
 DQ0736  ___________________________________________________________________
 DQ0736* NAD 83(1993)-  33 09 50.16280(N)    102 33 46.23058(W)     ADJUSTED  
 DQ0736* NAVD 88     -      1065.7    (meters)    3496.     (feet)  VERTCON   
 DQ0736  ___________________________________________________________________
 DQ0736  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 DQ0736  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DQ0736
 DQ0736  HORZ ORDER  -  SECOND
 DQ0736
 DQ0736.The horizontal coordinates were established by classical geodetic methods
 DQ0736.and adjusted by the National Geodetic Survey in February 1996..
 DQ0736
 DQ0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0736
 DQ0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0736
 DQ0736.The geoid height was determined by GEOID03.
 DQ0736
 DQ0736;                    North         East     Units Scale Factor Converg.
 DQ0736;SPC TXNC     - 2,173,358.377   221,160.084   MT  0.99987454   -2 12 57.1
 DQ0736;SPC TXNC     - 7,130,426.61    725,589.38   sFT  0.99987454   -2 12 57.1
 DQ0736;UTM  13      - 3,672,106.129   727,274.931   MT  1.00023691   +1 20 01.6
 DQ0736
 DQ0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0736!SPC TXNC     -   0.99983630  x   0.99987454  =   0.99971086
 DQ0736!UTM  13      -   0.99983630  x   1.00023691  =   1.00007317
 DQ0736
 DQ0736:                Primary Azimuth Mark                     Grid Az
 DQ0736:SPC TXNC     -  TOKIO AZ MK                              041 43 45.8
 DQ0736:UTM  13      -  TOKIO AZ MK                              038 10 47.1
 DQ0736
 DQ0736|---------------------------------------------------------------------|
 DQ0736| PID    Reference Object                     Distance      Geod. Az  |
 DQ0736|                                                           dddmmss.s |
 DQ0736| CJ8645 TOKIO AZ MK                                        0393048.7 |
 DQ0736| DQ0731 JOHNSON MICROWAVE TOWER             APPROX.18.1 KM 0501225.0 |
 DQ0736| CJ8646 TOKIO RM 1                           32.715 METERS 07723     |
 DQ0736| DQ0723 WELLMAN WATER TANK                  APPROX.17.9 KM 1365406.9 |
 DQ0736| CJ8647 TOKIO RM 2                           44.220 METERS 18338     |
 DQ0736|---------------------------------------------------------------------|
 DQ0736
 DQ0736                          SUPERSEDED SURVEY CONTROL
 DQ0736
 DQ0736  NAD 83(1993)-  33 09 50.16942(N)    102 33 46.22462(W) AD(       ) 2
 DQ0736  NAD 83(1986)-  33 09 50.16960(N)    102 33 46.22482(W) AD(       ) 2
 DQ0736  NAD 27      -  33 09 49.83100(N)    102 33 44.49600(W) AD(       ) 2
 DQ0736  NGVD 29 (07/19/86) 1065.3    (m)         3495.     (f) VERT ANG       
 DQ0736
 DQ0736.Superseded values are not recommended for survey control.
 DQ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0736.See file dsdata.txt to determine how the superseded data were derived.
 DQ0736
 DQ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2727572106(NAD 83)
 DQ0736_MARKER: DS = TRIANGULATION STATION DISK
 DQ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0736
 DQ0736  HISTORY     - Date     Condition        Report By
 DQ0736  HISTORY     - 1935     MONUMENTED       CGS
 DQ0736  HISTORY     - 1938     GOOD             TXHD
 DQ0736  HISTORY     - 1968     GOOD             USGS
 DQ0736
 DQ0736                          STATION DESCRIPTION
 DQ0736
 DQ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0736'STATION IS ABOUT 1 1) MILES, AIRLINE, SSE OF TOKIO POST OFFICE
 DQ0736'IN THE CENTER OF A HIGH HILL OF PASTURE LAND, AND 1/3 MILE NNE
 DQ0736'OF RANCH BUILDINGS OWNED BY A.V. TAYLOR.  THE STATION IS ON
 DQ0736'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  THIS POINT IS
 DQ0736'0.15 MILE DUE E OF AN ANGLING FARM ROAD.  THE MARK PROJECTS
 DQ0736'3 INCHES.
 DQ0736'
 DQ0736'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0736'BRONZE DISKS SET IN CONCRETE.
 DQ0736'
 DQ0736'REFERENCE MARK NO. 1 IS ESE OF THE STATION AND PROJECTS 6
 DQ0736'INCHES ABOVE THE SURFACE OF THE GROUND.
 DQ0736'
 DQ0736'REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS 8
 DQ0736'INCHES.
 DQ0736'
 DQ0736'THE AZIMUTH MARK IS NE OF THE STATION, 1 FOOT S OF AN E-W
 DQ0736'FENCE, 21 FEET S OF THE CENTER LINE OF AN E-W ROAD, AND PROJECTS
 DQ0736'6 INCHES.
 DQ0736'
 DQ0736'THE STATION MAY BE REACHED FROM TOKIO POST OFFICE BY DRIVING
 DQ0736'S ON GRADED ROAD FOR 1.0 MILE TO A GRADED CROSSROADS.  TURN
 DQ0736'LEFT, OR E, AND GO 0.5 MILE.  THE MAIN ROAD TURNS LEFT, OR N.
 DQ0736'LEAVE THE MAIN ROAD AT THIS TURN AND DRIVE THROUGH A WIRE
 DQ0736'GATE.  THENCE DRIVE SE ON A STRAIGHT RANCH ROAD FOR 0.3 MILE
 DQ0736'TO THE FIRST TURN IN THE ROAD.  THE ROAD TURNS HALF-RIGHT TO
 DQ0736'DUE S.  LEAVE THE ROAD HERE AND GO E ACROSS COUNTRY 0.15
 DQ0736'MILE TO TOP OF HILL AND STATION.
 DQ0736'
 DQ0736'A 40-FOOT STAND WILL CLEAR ALL LINES.
 DQ0736
 DQ0736                          STATION RECOVERY (1938)
 DQ0736
 DQ0736'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0736'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0736'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0736
 DQ0736                          STATION RECOVERY (1968)
 DQ0736
 DQ0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0736'THE STATION IS LOCATED SOUTH 87 DEG WEST ABOUT 16.8 MILES
 DQ0736'AIRLINE FROM BROWNFIELD, TEXAS IN A CULTIVATED FIELD 0.3
 DQ0736'MILE SOUTHEAST OF A FARM RESIDENCE.  STATION IS 1.5 MILES
 DQ0736'SOUTHEAST OF TOKIO, TEXAS.
 DQ0736'
 DQ0736'TO REACH FROM THE X-RDS. IN TOKIO, GO 1.0 MILE SOUTH ON
 DQ0736'GRADED ROAD TO X-RDS, TURN LEFT AND GO 0.5 MILE EAST ON GRADED
 DQ0736'ROAD TO A RIGHT ANGLE TURN LEFT, TURN RIGHT AND GO 0.3 MILE
 DQ0736'SOUTH ON A FIELD TURN ROAD TO A TURN ROAD LEFT, TURN LEFT
 DQ0736'AND GO 0.3 MILE EAST ON TURN ROAD TO CREST.  STATION IS ON
 DQ0736'HIGHEST POINT OF CULTIVATED FIELD ABOUT 500 FEET NORTH.
 DQ0736'
 DQ0736'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 DQ0736'PROJECTING 0.5 FOOT AND STAMPED TOKIO 1935.
 DQ0736'
 DQ0736'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK DISK
 DQ0736'SET IN A CONCRETE POST PROJECTING 0.5 FOOT AND STAMPED TOKIO
 DQ0736'1935 R.M. NO. 1.
 DQ0736'
 DQ0736'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK
 DQ0736'SET IN A CONCRETE POST PROJECTING 0.5 FOOT AND STAMPED TOKIO
 DQ0736'1935 R.M. NO. 2.
 DQ0736'
 DQ0736'WELLMAN WATER TANK IS VISIBLE FROM THE GROUND AND WILL SERVE
 DQ0736'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5292 ***********************************************************************
 AH5292  DESIGNATION -  TOLAR ET
 AH5292  PID         -  AH5292
 AH5292  STATE/COUNTY-  TX/HOOD
 AH5292  USGS QUAD   -  PALUXY (1979)
 AH5292
 AH5292                         *CURRENT SURVEY CONTROL
 AH5292  ___________________________________________________________________
 AH5292* NAD 83(1993)-  32 21 57.97546(N)    097 53 47.57011(W)     ADJUSTED  
 AH5292* NAVD 88     -       330.0    (meters)    1083.     (feet)  VERTCON   
 AH5292  ___________________________________________________________________
 AH5292  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH5292  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AH5292
 AH5292  HORZ ORDER  -  THIRD
 AH5292
 AH5292.The horizontal coordinates were established by classical geodetic methods
 AH5292.and adjusted by the National Geodetic Survey in July 1998..
 AH5292
 AH5292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5292
 AH5292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5292
 AH5292.The geoid height was determined by GEOID03.
 AH5292
 AH5292;                    North         East     Units Scale Factor Converg.
 AH5292;SPC TXNC     - 2,077,724.867   656,790.894   MT  0.99994367   +0 19 44.8
 AH5292;SPC TXNC     - 6,816,669.00  2,154,821.46   sFT  0.99994367   +0 19 44.8
 AH5292;UTM  14      - 3,581,551.956   603,813.499   MT  0.99973290   +0 35 26.7
 AH5292
 AH5292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5292!SPC TXNC     -   0.99995262  x   0.99994367  =   0.99989629
 AH5292!UTM  14      -   0.99995262  x   0.99973290  =   0.99968553
 AH5292
 AH5292                          SUPERSEDED SURVEY CONTROL
 AH5292
 AH5292  NGVD 29 (07/28/98)  329.9    (m)         1082.     (f) VERT ANG       
 AH5292
 AH5292.Superseded values are not recommended for survey control.
 AH5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5292.See file dsdata.txt to determine how the superseded data were derived.
 AH5292
 AH5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA0381381552(NAD 83)
 AH5292_MARKER: DS = TRIANGULATION STATION DISK
 AH5292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5292_PROJECTION: FLUSH
 AH5292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5292+STABILITY: SURFACE MOTION
 AH5292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5292+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AH5292
 AH5292  HISTORY     - Date     Condition        Report By
 AH5292  HISTORY     - 1959     MONUMENTED       USGS
 AH5292  HISTORY     - 20000502 GOOD             LOCSUR
 AH5292  HISTORY     - 20060315 GOOD             FRONT
 AH5292
 AH5292                          STATION DESCRIPTION
 AH5292
 AH5292'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5292'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 8 MI. SW. OF GRANBURY,
 AH5292'2 MI. SSE. OF TOLAR AND 0.3 MI. E. OF FARM ROAD 201, ON THE TOP OF A
 AH5292'HILL AT AN OLD HOME SITE, 11.5 FT. S. OF THE SE. CORNER OF A GARAGE,
 AH5292'60 FT. N. OF THE SW. CORNER OF THE YARD AND 3 FT. W. OF THE YARD
 AH5292'FENCE.
 AH5292'TO REACH THE STATION FROM TOLAR AT THE JUNCTION OF U.S. HIGHWAY 377
 AH5292'AND FARM ROAD 201 ON THE E. EDGE OF TOWN, GO S. ON FARM ROAD 201 FOR
 AH5292'2.0 MI. TO CROSSROADS, TURN LEFT AND GO NE. ON DIRT RD. FOR 0.3 MI. TO
 AH5292'STATION.
 AH5292'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.4 FT.
 AH5292'AND STAMPED---TOLAR-ET 1959---.
 AH5292
 AH5292                          STATION RECOVERY (2000)
 AH5292
 AH5292'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (LJL)
 AH5292'RECOVERED IN GOOD CONDITION.
 AH5292
 AH5292                          STATION RECOVERY (2006)
 AH5292
 AH5292'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2006 (EF)
 AH5292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0961 ***********************************************************************
 EM0961  DESIGNATION -  TOLBERT
 EM0961  PID         -  EM0961
 EM0961  STATE/COUNTY-  TX/WILBARGER
 EM0961  USGS QUAD   -  TOLBERT (1983)
 EM0961
 EM0961                         *CURRENT SURVEY CONTROL
 EM0961  ___________________________________________________________________
 EM0961* NAD 83(1993)-  34 09 37.42072(N)    099 25 02.12040(W)     ADJUSTED  
 EM0961* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 EM0961  ___________________________________________________________________
 EM0961  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 EM0961  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 EM0961
 EM0961  HORZ ORDER  -  THIRD
 EM0961
 EM0961.The horizontal coordinates were established by classical geodetic methods
 EM0961.and adjusted by the National Geodetic Survey in February 1996..
 EM0961
 EM0961.The orthometric height was scaled from a topographic map.
 EM0961
 EM0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0961
 EM0961.The geoid height was determined by GEOID03.
 EM0961
 EM0961;                    North         East     Units Scale Factor Converg.
 EM0961;SPC TXNC     - 2,276,918.429   515,415.153   MT  1.00005980   -0 30 01.0
 EM0961;SPC TXNC     - 7,470,189.88  1,690,991.21   sFT  1.00005980   -0 30 01.0
 EM0961;UTM  14      - 3,780,019.087   461,539.791   MT  0.99961823   -0 14 03.5
 EM0961
 EM0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0961!SPC TXNC     -   0.99994278  x   1.00005980  =   1.00000257
 EM0961!UTM  14      -   0.99994278  x   0.99961823  =   0.99956103
 EM0961
 EM0961|---------------------------------------------------------------------|
 EM0961| PID    Reference Object                     Distance      Geod. Az  |
 EM0961|                                                           dddmmss.s |
 EM0961| CX8835 TOLBERT RM 1                          9.132 METERS 16738     |
 EM0961| CX8836 TOLBERT RM 2                          9.058 METERS 25712     |
 EM0961| CX8834 TOLBERT AZ MK                                      3463016.3 |
 EM0961|---------------------------------------------------------------------|
 EM0961
 EM0961                          SUPERSEDED SURVEY CONTROL
 EM0961
 EM0961  NAD 83(1993)-  34 09 37.42097(N)    099 25 02.12045(W) AD(       ) 3
 EM0961  NAD 83(1986)-  34 09 37.42750(N)    099 25 02.11070(W) AD(       ) 3
 EM0961  NAD 27      -  34 09 37.12220(N)    099 25 00.80421(W) AD(       ) 3
 EM0961
 EM0961.Superseded values are not recommended for survey control.
 EM0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0961.See file dsdata.txt to determine how the superseded data were derived.
 EM0961
 EM0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC6154080019(NAD 83)
 EM0961_MARKER: DS = TRIANGULATION STATION DISK
 EM0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0961_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0961
 EM0961  HISTORY     - Date     Condition        Report By
 EM0961  HISTORY     - 1969     MONUMENTED       CGS
 EM0961
 EM0961                          STATION DESCRIPTION
 EM0961
 EM0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0961'THE STATION IS LOCATED ABOUT 7 MILES WEST OF THE CENTER OF VERNON, 8
 EM0961'MILES SOUTHEAST OF CHILLICOTHE AND 3 MILES NORTH OF THE PEASE
 EM0961'RIVER.
 EM0961'
 EM0961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287 AND 70
 EM0961'AND STATE HIGHWAY 283, IN THE NORTH EDGE OF VERNON, GO IN A WESTERLY
 EM0961'DIRECTION ON U.S. HIGHWAY 287 FOR 4.5 MILES TO A SIDE ROAD LEFT.
 EM0961'TURN LEFT AND GO WEST ON FARM ROAD 925 FOR 4.65 MILES TO A
 EM0961'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE
 EM0961'INTERSECTION.  TURN LEFT AND GO SOUTH-SOUTHEAST ON A BLADED DIRT
 EM0961'ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT AND THE STATION IN THE
 EM0961'SOUTHWEST ANGLE OF THE INTERSECTION.
 EM0961'
 EM0961'THE STATION MARK IS A STANDARD DISK STAMPED TOLBERT 1969, SET IN THE
 EM0961'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1 INCH.
 EM0961'IT IS 26.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 18.0 FEET
 EM0961'WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 3.9 FEET NORTHEAST OF A
 EM0961'METAL WITNESS POST AND 3.3 FEET EAST OF A LARGE FENCE CORNER POST
 EM0961'LOCATED AT THE NORTHEAST CORNER OF A CULTIVATED FIELD.
 EM0961'
 EM0961'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TOLBERT NO 1 1969, SET IN
 EM0961'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 3
 EM0961'INCHES.  IT IS 55.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 EM0961'29.0 FEET SOUTH OF THE CORNER POST, 19.0 FEET WEST OF THE CENTER
 EM0961'OF THE NORTH-SOUTH ROAD AND 1.0 FOOT EAST OF A WIRE FENCE.
 EM0961'
 EM0961'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TOLBERT NO 2 1969, SET IN
 EM0961'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2
 EM0961'INCHES.  IT IS 48.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 EM0961'ROAD, 27.1 FEET WEST OF THE METAL WITNESS POST, 26.4 FEET WEST OF
 EM0961'THE CORNER POST, 24.5 FEET SOUTH OF THE CENTER OF THE
 EM0961'EAST-WEST ROAD AND 1.4 FEET NORTH OF A WIRE FENCE.
 EM0961'
 EM0961'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TOLBERT 1969, SET IN THE
 EM0961'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 6
 EM0961'INCHES.  IT IS 66.0 FEET SOUTH OF THE CENTER OF FARM ROAD 925, 20.0
 EM0961'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 2.5 FEET SOUTH OF A
 EM0961'METAL WITNESS POST AND 1.2 FEET WEST OF A FENCE CORNER POST
 EM0961'LOCATED AT THE NORTHWEST CORNER OF A CULTIVATED FIELD.
 EM0961'
 EM0961'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0962 ***********************************************************************
 EM0962  DESIGNATION -  TOLBERT TEXAS CO MICRO KLH 54
 EM0962  PID         -  EM0962
 EM0962  STATE/COUNTY-  TX/WILBARGER
 EM0962  USGS QUAD   -  TOLBERT (1983)
 EM0962
 EM0962                         *CURRENT SURVEY CONTROL
 EM0962  ___________________________________________________________________
 EM0962* NAD 83(1993)-  34 14 09.09617(N)    099 26 55.83424(W)     ADJUSTED  
 EM0962* NAVD 88     -                                                        
 EM0962  ___________________________________________________________________
 EM0962  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 EM0962  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0962
 EM0962  HORZ ORDER  -  THIRD
 EM0962
 EM0962.The horizontal coordinates were established by classical geodetic methods
 EM0962.and adjusted by the National Geodetic Survey in February 1996..
 EM0962
 EM0962
 EM0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0962
 EM0962.The geoid height was determined by GEOID03.
 EM0962
 EM0962;                    North         East     Units Scale Factor Converg.
 EM0962;SPC TXNC     - 2,285,315.641   512,578.027   MT  1.00008621   -0 31 03.0
 EM0962;SPC TXNC     - 7,497,739.73  1,681,683.08   sFT  1.00008621   -0 31 03.0
 EM0962;UTM  14      - 3,788,399.263   458,665.091   MT  0.99962106   -0 15 09.1
 EM0962
 EM0962                          SUPERSEDED SURVEY CONTROL
 EM0962
 EM0962  NAD 83(1993)-  34 14 09.09633(N)    099 26 55.83422(W) AD(       ) 4
 EM0962  NAD 83(1986)-  34 14 09.10289(N)    099 26 55.82462(W) AD(       ) 4
 EM0962  NAD 27      -  34 14 08.80318(N)    099 26 54.51128(W) AD(       ) 3
 EM0962
 EM0962.Superseded values are not recommended for survey control.
 EM0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0962.See file dsdata.txt to determine how the superseded data were derived.
 EM0962
 EM0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5866588399(NAD 83)
 EM0962
 EM0962  HISTORY     - Date     Condition        Report By
 EM0962  HISTORY     - 1969     FIRST OBSERVED   CGS
 EM0962
 EM0962                          STATION DESCRIPTION
 EM0962
 EM0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0962'THE TOLBERT TEXAS PIPELINE COMPANY MICROWAVE KLH 54 IS LOCATED ABOUT
 EM0962'3-3/4 MILES EAST-SOUTHEAST OF CHILLICOTHE, 3-1/4 MILES
 EM0962'WEST-NORTHWEST OF TOLBERT, 1/2 MILE SOUTH OF U.S. HIGHWAY 287 AND
 EM0962'OWNED BY TEXAS PIPELINE COMPANY.
 EM0962'
 EM0962'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHEWAY 287 AND
 EM0962'FARM ROAD 91 IN CHILLICOTHE, GO EAST ON HIGHWAY 287 FOR 3.5 MILES
 EM0962'TO A CROSSROAD.  TURN RIGHT, GO SOUTH AND EAST ON A GRAVELED ROAD
 EM0962'FOR 0.9 MILE TO THE STATION ON THE LEFT.
 EM0962'
 EM0962'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES, PAINTED IN
 EM0962'ALTERNATE SECTIONS OF RED AND WHITE, TWO REFLECTORS NEAR THE TOP AND
 EM0962'HAS AN OVER-ALL HEIGHT OF 160 FEET.
 EM0962'
 EM0962'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MICROWAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2972 ***********************************************************************
 BX2972  DESIGNATION -  TOLEDO
 BX2972  PID         -  BX2972
 BX2972  STATE/COUNTY-  TX/NEWTON
 BX2972  USGS QUAD   -  HADDENS (1985)
 BX2972
 BX2972                         *CURRENT SURVEY CONTROL
 BX2972  ___________________________________________________________________
 BX2972* NAD 83(1993)-  31 09 00.61696(N)    093 35 35.15313(W)     ADJUSTED  
 BX2972* NAVD 88     -        94.3    (meters)     309.     (feet)  VERTCON   
 BX2972  ___________________________________________________________________
 BX2972  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 BX2972  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BX2972
 BX2972  HORZ ORDER  -  FIRST
 BX2972
 BX2972.The horizontal coordinates were established by classical geodetic methods
 BX2972.and adjusted by the National Geodetic Survey in February 1996..
 BX2972
 BX2972.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2972
 BX2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2972
 BX2972.The geoid height was determined by GEOID03.
 BX2972
 BX2972;                    North         East     Units Scale Factor Converg.
 BX2972;SPC TX C     - 3,183,917.346 1,342,243.225   MT  0.99988510   +3 28 17.8
 BX2972;SPC TX C     -10,445,902.16  4,403,676.31   sFT  0.99988510   +3 28 17.8
 BX2972;SPC LA N     -    72,615.102   895,769.802   MT  1.00000378   -0 34 40.5
 BX2972;SPC LA N     -   238,238.05  2,938,871.43   sFT  1.00000378   -0 34 40.5
 BX2972;UTM  15      - 3,446,396.247   443,467.713   MT  0.99963942   -0 18 24.5
 BX2972
 BX2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2972!SPC TX C     -   0.99998949  x   0.99988510  =   0.99987459
 BX2972!SPC LA N     -   0.99998949  x   1.00000378  =   0.99999327
 BX2972!UTM  15      -   0.99998949  x   0.99963942  =   0.99962892
 BX2972
 BX2972|---------------------------------------------------------------------|
 BX2972| PID    Reference Object                     Distance      Geod. Az  |
 BX2972|                                                           dddmmss.s |
 BX2972| CV8501 TOLEDO RM 1                          28.304 METERS 09041     |
 BX2972| CV8503 TOLEDO RM 3                          90.151 METERS 19720     |
 BX2972| CV8502 TOLEDO RM 2                          29.170 METERS 23844     |
 BX2972| BX2977 FOX HUNTER                          APPROX.13.6 KM 2871643.0 |
 BX2972|---------------------------------------------------------------------|
 BX2972
 BX2972                          SUPERSEDED SURVEY CONTROL
 BX2972
 BX2972  NAD 83(1993)-  31 09 00.62171(N)    093 35 35.15098(W) AD(       ) 1
 BX2972  NAD 83(1986)-  31 09 00.62443(N)    093 35 35.15042(W) AD(       ) 1
 BX2972  NAD 27      -  31 08 59.94669(N)    093 35 34.52398(W) AD(       ) 1
 BX2972  NGVD 29 (07/19/86)   94.4    (m)          310.     (f) VERT ANG       
 BX2972
 BX2972.Superseded values are not recommended for survey control.
 BX2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2972.See file dsdata.txt to determine how the superseded data were derived.
 BX2972
 BX2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ4346846396(NAD 83)
 BX2972_MARKER: DS = TRIANGULATION STATION DISK
 BX2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2972_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2972
 BX2972  HISTORY     - Date     Condition        Report By
 BX2972  HISTORY     - 1972     MONUMENTED       NGS
 BX2972
 BX2972                          STATION DESCRIPTION
 BX2972
 BX2972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2972'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 BX2972'
 BX2972'THE STATION IS LOCATED ABOUT 16-1/2 MILES SOUTHWEST OF HORNBECK,
 BX2972'LOUISIANA, 11-1/4 MILES NORTHEAST OF BURKEVILLE, TEXAS, 2-3/4 MILES
 BX2972'SOUTHWEST OF THE SOUTHWEST END OF TOLEDO BEND DAM, ON A SMALL HILL
 BX2972'THAT IS OWNED BY THE SOUTHLAND PAPER MILLS CO., POST OFFICE BOX
 BX2972'149, LUFKIN, TEXAS, 75901.
 BX2972'
 BX2972'TO REACH THE STATION FROM THE LOUISIANA-TEXAS STATE LINE, NEAR THE
 BX2972'SOUTHWEST END OF THE TOLEDO BEND DAM, GO SOUTHWEST ON TEXAS FARM
 BX2972'ROAD 692 FOR 0.7 MILE TO SPUR ROAD 135 ON THE RIGHT.  CONTINUE
 BX2972'SOUTHWESTERLY ON TEXAS FARM ROAD 692 FOR 0.8 MILE TO FARM ROAD
 BX2972'3125 ON THE RIGHT.  TURN RIGHT AND GO WEST-SOUTHWEST ON FARM ROAD
 BX2972'3125 FOR 1.4 MILES TO A BLADED ROAD LEFT.  TURN LEFT AND GO UP
 BX2972'HILL ON BLADE ROAD, SOUTHWESTERLY, FOR 0.45 MILE TO THE STATION
 BX2972'ON THE RIGHT.
 BX2972'
 BX2972'THE STATION MARKS ARE STANDARD DISKS STAMPED TOLEDO 1972.  THE
 BX2972'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2972'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 42
 BX2972'FEET NORTH OF A FENCE, 38 FEET EAST OF A 10-INCH PINE TREE, 26.5
 BX2972'FEET WEST-SOUTHWEST OF A 9-INCH OAK TREE AND 5.9 FEET SOUTHWEST OF
 BX2972'A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND DISK IS SET IN
 BX2972'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 BX2972'GROUND SURFACE.
 BX2972'
 BX2972'REFERENCE MARK 1, A STANDARD DISK STAMPED TOLEDO NO 1 1972, IS SET
 BX2972'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2972'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET NORTHWEST OF THE
 BX2972'CENTER OF THE BLADED ROAD, 25 FEET SOUTHEAST OF AN 11-INCH OAK
 BX2972'TREE AND 1 FOOT NORTHWEST OF A FENCE.
 BX2972'
 BX2972'REFERENCE MARK 2, A STANDARD DISK IS STAMPED TOLEDO NO 2 1972, IS
 BX2972'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2972'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET
 BX2972'SOUTHWEST OF A 10-INCH PINE TREE AND 1 FOOT NORTH OF A FENCE.
 BX2972'
 BX2972'REFERENCE MARK 3, A STANDARD DISK STAMPED TOLEDO NO 3 1972, IS SET
 BX2972'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2972'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET NORTH-NORTHWEST
 BX2972'OF A 6-INCH PINE TREE, 2 FEET NORTH-NORTHWEST OF A METAL WITNESS
 BX2972'POST WITH SIGN AND 0.5 FOOT SOUTHWEST OF A FENCE.
 BX2972'
 BX2972'HEIGHT OF LIGHT ABOVE STATION MARK 34.2 METERS.
 BX2972'
 BX2972'NEAREST TOWN--BURKEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2338 ***********************************************************************
 AH2338  DESIGNATION -  TOLES ET
 AH2338  PID         -  AH2338
 AH2338  STATE/COUNTY-  TX/SWISHER
 AH2338  USGS QUAD   -  TULIA (1981)
 AH2338
 AH2338                         *CURRENT SURVEY CONTROL
 AH2338  ___________________________________________________________________
 AH2338* NAD 83(1986)-  34 32 36.45396(N)    101 46 47.29223(W)     ADJUSTED  
 AH2338* NAVD 88     -      1067.     (meters)    3501.     (feet)  SCALED    
 AH2338  ___________________________________________________________________
 AH2338  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AH2338  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH2338
 AH2338  HORZ ORDER  -  THIRD
 AH2338
 AH2338.The horizontal coordinates were established by classical geodetic methods
 AH2338.and adjusted by the National Geodetic Survey in July 1998..
 AH2338
 AH2338.The orthometric height was scaled from a topographic map.
 AH2338
 AH2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2338
 AH2338.The geoid height was determined by GEOID03.
 AH2338
 AH2338;                    North         East     Units Scale Factor Converg.
 AH2338;SPC TX N     - 1,060,327.638   174,315.560   MT  1.00002640   -0 09 43.8
 AH2338;SPC TX N     - 3,478,758.26    571,900.30   sFT  1.00002640   -0 09 43.8
 AH2338;UTM  14      - 3,825,926.936   244,901.519   MT  1.00040218   -1 34 37.5
 AH2338
 AH2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2338!SPC TX N     -   0.99983659  x   1.00002640  =   0.99986298
 AH2338!UTM  14      -   0.99983659  x   1.00040218  =   1.00023870
 AH2338
 AH2338                          SUPERSEDED SURVEY CONTROL
 AH2338
 AH2338.No superseded survey control is available for this station.
 AH2338
 AH2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4490225927(NAD 83)
 AH2338_MARKER: DS = TRIANGULATION STATION DISK
 AH2338
 AH2338  HISTORY     - Date     Condition        Report By
 AH2338  HISTORY     - 1965     MONUMENTED       USGS
 AH2338
 AH2338                          STATION DESCRIPTION
 AH2338
 AH2338'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2338'AT TULIA, ON TOP OF NW. ONE OF TWO HEADER HOUSES OF THE HARMON AND
 AH2338'TOLES ELEVATOR, IN NW. PART OF TOWN, 8.5 FT. SE. OF NW. EDGE AND 6.5
 AH2338'FT. NE. OF SW. EDGE.
 AH2338'STATION MARK--STANDARD TABLET STAMPED---TOLES-ET 1965---, SET IN
 AH2338'CONCRETE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0888 ***********************************************************************
 DO0888  DESIGNATION -  TOLIVER ET USGS 1966
 DO0888  PID         -  DO0888
 DO0888  STATE/COUNTY-  TX/HASKELL
 DO0888  USGS QUAD   -  HASKELL (1966)
 DO0888
 DO0888                         *CURRENT SURVEY CONTROL
 DO0888  ___________________________________________________________________
 DO0888* NAD 83(1993)-  33 14 19.24328(N)    099 41 55.14412(W)     ADJUSTED  
 DO0888* NAVD 88     -       479.     (meters)    1572.     (feet)  VERTCON   
 DO0888  ___________________________________________________________________
 DO0888  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DO0888  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DO0888
 DO0888  HORZ ORDER  -  SECOND
 DO0888
 DO0888.The horizontal coordinates were established by classical geodetic methods
 DO0888.and adjusted by the National Geodetic Survey in February 1996..
 DO0888
 DO0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0888
 DO0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0888
 DO0888.The geoid height was determined by GEOID03.
 DO0888
 DO0888;                    North         East     Units Scale Factor Converg.
 DO0888;SPC TXNC     - 2,174,957.847   488,300.837   MT  0.99987793   -0 39 13.5
 DO0888;SPC TXNC     - 7,135,674.20  1,602,033.66   sFT  0.99987793   -0 39 13.5
 DO0888;UTM  14      - 3,677,964.920   434,910.564   MT  0.99965223   -0 22 58.7
 DO0888
 DO0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0888!SPC TXNC     -   0.99992932  x   0.99987793  =   0.99980726
 DO0888!UTM  14      -   0.99992932  x   0.99965223  =   0.99958158
 DO0888
 DO0888:                Primary Azimuth Mark                     Grid Az
 DO0888:SPC TXNC     -  SPAIN ET                                 192 34 41.3
 DO0888:UTM  14      -  SPAIN ET                                 192 18 26.5
 DO0888
 DO0888|---------------------------------------------------------------------|
 DO0888| PID    Reference Object                     Distance      Geod. Az  |
 DO0888|                                                           dddmmss.s |
 DO0888| DO0893 SPAIN ET                            APPROX. 6.8 KM 1915527.8 |
 DO0888| DO0892 HASKELL CABLE TV MAST               APPROX. 9.3 KM 2091830.2 |
 DO0888|---------------------------------------------------------------------|
 DO0888
 DO0888                          SUPERSEDED SURVEY CONTROL
 DO0888
 DO0888  NAD 83(1993)-  33 14 19.24608(N)    099 41 55.14319(W) AD(       ) 2
 DO0888  NAD 83(1986)-  33 14 19.25038(N)    099 41 55.13560(W) AD(       ) 2
 DO0888  NAD 27      -  33 14 18.88812(N)    099 41 53.81571(W) AD(       ) 2
 DO0888  NGVD 29 (07/19/86)  479.     (m)         1572.     (f) VERT ANG       
 DO0888
 DO0888.Superseded values are not recommended for survey control.
 DO0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0888.See file dsdata.txt to determine how the superseded data were derived.
 DO0888
 DO0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3491177965(NAD 83)
 DO0888_MARKER: DD = SURVEY DISK
 DO0888_SETTING: 0 = UNSPECIFIED SETTING
 DO0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0888
 DO0888  HISTORY     - Date     Condition        Report By
 DO0888  HISTORY     - 1965     MONUMENTED       USGS
 DO0888
 DO0888                          STATION DESCRIPTION
 DO0888
 DO0888'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0888'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 277 AND TEXAS STATE
 DO0888'HIGHWAY 24 IN HASKELL, GO N. 6.1 MI. ON U.S. HIGHWAY 277 TO DIRT
 DO0888'FIELD ROAD.  TURN E. (RIGHT) ACROSS RAILROAD TRACK FOR 0.2 MI.
 DO0888'STATION IS ON HIGHEST POINT OF S. BANK OF STOCK TANK.
 DO0888'
 DO0888'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST, STAMPED
 DO0888'---TOLIVER ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1631 ***********************************************************************
 AB1631  DESIGNATION -  TOM
 AB1631  PID         -  AB1631
 AB1631  STATE/COUNTY-  TX/HIDALGO
 AB1631  USGS QUAD   -  PROGRESO (1970)
 AB1631
 AB1631                         *CURRENT SURVEY CONTROL
 AB1631  ___________________________________________________________________
 AB1631* NAD 83(1993)-  26 04 14.92252(N)    097 56 43.26526(W)     ADJUSTED  
 AB1631* NAVD 88     -        23.1    (meters)      76.     (feet)  VERTCON   
 AB1631  ___________________________________________________________________
 AB1631  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AB1631  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AB1631
 AB1631  HORZ ORDER  -  FIRST
 AB1631
 AB1631.The horizontal coordinates were established by classical geodetic methods
 AB1631.and adjusted by the National Geodetic Survey in February 1996..
 AB1631
 AB1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1631
 AB1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1631
 AB1631.The geoid height was determined by GEOID03.
 AB1631
 AB1631;                    North         East     Units Scale Factor Converg.
 AB1631;SPC TX S     - 5,044,899.625   355,498.048   MT  1.00002553   +0 15 06.5
 AB1631;SPC TX S     -16,551,474.85  1,166,329.85   sFT  1.00002553   +0 15 06.5
 AB1631;UTM  14      - 2,883,952.542   605,487.089   MT  0.99973739   +0 27 48.7
 AB1631
 AB1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1631!SPC TX S     -   1.00000002  x   1.00002553  =   1.00002555
 AB1631!UTM  14      -   1.00000002  x   0.99973739  =   0.99973741
 AB1631
 AB1631|---------------------------------------------------------------------|
 AB1631| PID    Reference Object                     Distance      Geod. Az  |
 AB1631|                                                           dddmmss.s |
 AB1631| AB1622 US MEX BDRY MON 28 1913               8.778 METERS 18013     |
 AB1631| CV3516 TOM RM 2                             10.815 METERS 26221     |
 AB1631| AB1630 RIO RM 4                            387.330 METERS 34448     |
 AB1631|---------------------------------------------------------------------|
 AB1631
 AB1631                          SUPERSEDED SURVEY CONTROL
 AB1631
 AB1631  NAD 83(1986)-  26 04 14.92925(N)    097 56 43.22761(W) AD(       ) 1
 AB1631  NAD 27      -  26 04 13.64969(N)    097 56 42.21577(W) AD(       ) 1
 AB1631  NGVD 29 (07/19/86)   23.2    (m)           76.     (f) VERT ANG       
 AB1631
 AB1631.Superseded values are not recommended for survey control.
 AB1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1631.See file dsdata.txt to determine how the superseded data were derived.
 AB1631
 AB1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP0548783953(NAD 83)
 AB1631_MARKER: DS = TRIANGULATION STATION DISK
 AB1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1631
 AB1631  HISTORY     - Date     Condition        Report By
 AB1631  HISTORY     - 1974     MONUMENTED       NGS
 AB1631
 AB1631                          STATION DESCRIPTION
 AB1631
 AB1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AB1631'THE STATION IS ABOUT 5-1/2 MILES SOUTH AND 1-1/2 MILES WEST OF
 AB1631'MERCEDES, 1-1/2 MILES SOUTH AND 3/4 MILE EAST OF PROGRESO, 3/4
 AB1631'MILE NORTH AND 1/4 MILE EAST OF THE PROGRESO INTERNATIONAL BRIDGE
 AB1631'AND ON PROPERTY OWNED BY TOM FERNANDEZ.
 AB1631'
 AB1631'TO REACH THE STATION FROM THE POST OFFICE IN PROGRESO, GO SOUTH
 AB1631'ON FARM ROAD 1015 FOR 0.25 MILE TO THE JUNCTION OF U. S. HIGHWAY
 AB1631'281.  TURN LEFT AND GO EAST ON U. S. HIGHWAY 281 AND FARM ROAD
 AB1631'1015 FOR 0.5 MILE TO WHERE FARM ROAD 1015 TURNS RIGHT AND A SIGN
 AB1631'INTERNATIONAL BRIDGE.  TURN RIGHT AND GO SOUTH ON FARM ROAD 1015
 AB1631'FOR 0.85 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON PAVED
 AB1631'ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 AB1631'ON GRAVELED ROAD FOR 0.2 MILE TO THE STATION AT A T-ROAD
 AB1631'JUNCTION.
 AB1631'
 AB1631'STATION MARKS ARE STANDARD DISKS, STAMPED TOM 1974.  THE SURFACE
 AB1631'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AB1631'THAT IS FLUSH WITH THE GROUND.  IT IS 37 FEET SOUTHEAST OF A T-ROAD
 AB1631'JUNCTION, 15 FEET NORTHWEST OF A TELEPHONE LINE POLE AND 8 FEET
 AB1631'NORTHWEST OF THE NORTHEAST CORNER OF A YARD FENCE.  THE
 AB1631'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 AB1631'BELOW THE SURFACE.
 AB1631'
 AB1631'RP 28 (IBWC) IS A INTERNATIONAL BOUNDARY AND WATER COMMISSION MARK.
 AB1631'IT IS A 4-INCH SQUARE STEEL PLATE SET IN THE TOP OF A 12-INCH
 AB1631'SQUARE CONCRETE MONUMENT WITH THE LETTERS IBC CDEL AND A CROSS
 AB1631'MOLDED ON THE STEEL PLATE AND THE LETTERS RP 28 ENGRAVED IN THE
 AB1631'CONCRETE MONUMENT.  IT IS 60 FEET SOUTHEAST OF THE T-ROAD
 AB1631'JUNCTION, 26 FEET SOUTH OF THE NORTHEAST CORNER OF THE YARD FENCE,
 AB1631'21 FEET SOUTHWEST OF THE TELEPHONE LINE POLE AND ABOUT THE SAME
 AB1631'ELEVATION AS THE STATION.  THE MARK PROJECTS 3 INCHES ABOVE THE
 AB1631'GROUND.
 AB1631'
 AB1631'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TOM NO 2 1974, SET IN
 AB1631'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AB1631'WITH THE GROUND.  IT IS 45 FEET NORTHWEST OF THE TELEPHONE LINE
 AB1631'POLE, 43 FEET WEST OF THE NORTHEAST CORNER OF THE YARD FENCE, 27
 AB1631'FEET SOUTH OF THE T-ROAD JUNCTION AND ABOUT THE SAME ELEVATION AS
 AB1631'THE STATION.
 AB1631'
 AB1631'RP 28 (IBWC) WILL SERVE AS REFERENCE MARK 1.
 AB1631'
 AB1631'RIO 1913 RM 4 MAY SERVE AS THE AZIMUTH MARK.
 AB1631'
 AB1631'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0733 ***********************************************************************
 AO0733  DESIGNATION -  TOM
 AO0733  PID         -  AO0733
 AO0733  STATE/COUNTY-  TX/DIMMIT
 AO0733  USGS QUAD   -  EAST LOSA TANK (1984)
 AO0733
 AO0733                         *CURRENT SURVEY CONTROL
 AO0733  ___________________________________________________________________
 AO0733* NAD 83(1993)-  28 12 57.57420(N)    099 55 21.11504(W)     ADJUSTED  
 AO0733* NAVD 88     -       262.2    (meters)     860.     (feet)  VERTCON   
 AO0733  ___________________________________________________________________
 AO0733  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AO0733  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AO0733
 AO0733  HORZ ORDER  -  FIRST
 AO0733
 AO0733.The horizontal coordinates were established by classical geodetic methods
 AO0733.and adjusted by the National Geodetic Survey in February 1996..
 AO0733
 AO0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0733
 AO0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0733
 AO0733.The geoid height was determined by GEOID03.
 AO0733
 AO0733;                    North         East     Units Scale Factor Converg.
 AO0733;SPC TXSC     - 4,042,768.726   509,435.821   MT  1.00005224   -0 27 07.1
 AO0733;SPC TXSC     -13,263,650.40  1,671,374.02   sFT  1.00005224   -0 27 07.1
 AO0733;SPC TX S     - 5,283,252.955   160,343.395   MT  1.00011927   -0 38 45.0
 AO0733;SPC TX S     -17,333,472.40    526,059.96   sFT  1.00011927   -0 38 45.0
 AO0733;UTM  14      - 3,121,473.970   409,473.658   MT  0.99970114   -0 26 10.3
 AO0733
 AO0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0733!SPC TXSC     -   0.99996252  x   1.00005224  =   1.00001476
 AO0733!SPC TX S     -   0.99996252  x   1.00011927  =   1.00008179
 AO0733!UTM  14      -   0.99996252  x   0.99970114  =   0.99966367
 AO0733
 AO0733:                Primary Azimuth Mark                     Grid Az
 AO0733:SPC TXSC     -  ESPEYS RANCH WINDMILL                    130 32 01.8
 AO0733:SPC TX S     -  ESPEYS RANCH WINDMILL                    130 43 39.7
 AO0733:UTM  14      -  ESPEYS RANCH WINDMILL                    130 31 05.0
 AO0733
 AO0733|---------------------------------------------------------------------|
 AO0733| PID    Reference Object                     Distance      Geod. Az  |
 AO0733|                                                           dddmmss.s |
 AO0733| AO0728 ESPEYS RANCH WINDMILL               APPROX.12.4 KM 1300454.7 |
 AO0733| AO0727 HOUSE NW OF STA TWIN S GABLE        APPROX. 8.3 KM 1424653.8 |
 AO0733| AO0731 WINDMILL NEAR STATION BIG           APPROX. 2.2 KM 1493641.1 |
 AO0733| CV5611 TOM RM                               18.359 METERS 28318     |
 AO0733| AP0217 WINDMILL NEAR STA BARR              APPROX.14.5 KM 3110019.1 |
 AO0733| AP0218 WINDMILL NEAR STA RED NO WHEEL      APPROX.17.1 KM 3202825.4 |
 AO0733| AP0219 WINDMILL NEAR STA RED               APPROX.16.1 KM 3204050.1 |
 AO0733| AO0740 WINDMILL                            APPROX.16.8 KM 3394329.5 |
 AO0733| AO0739 WINDMILL NEAR CLUMP OF TREES        APPROX.13.4 KM 3440115.0 |
 AO0733| AO0738 DENTONIO HOTEL SOUTH GABLE          APPROX.12.2 KM 3444204.2 |
 AO0733| AO0741 DENTONIO WINDMILL                   APPROX.12.6 KM 3453501.5 |
 AO0733| AO0742 DENTONIO                            APPROX.10.4 KM 3521330.2 |
 AO0733|---------------------------------------------------------------------|
 AO0733
 AO0733                          SUPERSEDED SURVEY CONTROL
 AO0733
 AO0733  NAD 83(1986)-  28 12 57.57000(N)    099 55 21.09146(W) AD(       ) 1
 AO0733  NAD 27      -  28 12 56.58700(N)    099 55 19.89300(W) AD(       ) 1
 AO0733  NGVD 29 (07/19/86)  262.1    (m)          860.     (f) VERT ANG       
 AO0733
 AO0733.Superseded values are not recommended for survey control.
 AO0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0733.See file dsdata.txt to determine how the superseded data were derived.
 AO0733
 AO0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0947421474(NAD 83)
 AO0733_MARKER: DS = TRIANGULATION STATION DISK
 AO0733_SETTING: 0 = UNSPECIFIED SETTING
 AO0733
 AO0733  HISTORY     - Date     Condition        Report By
 AO0733  HISTORY     - 1918     MONUMENTED       CGS
 AO0733  HISTORY     - 1935     GOOD             CGS
 AO0733
 AO0733                          STATION DESCRIPTION
 AO0733
 AO0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AO0733'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AO0733'CONCRETE.
 AO0733'
 AO0733'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AO0733'
 AO0733'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AO0733'CONCRETE, 18.359 METERS (60.23 FEET) FROM THE STATION, N 76 DEG 42 MIN
 AO0733'W.
 AO0733'
 AO0733'TO REACH THE STATION FROM DENTONIO FOLLOW THE DIRECTIONS
 AO0733'FOR REACHING STATION BIG TO THE WINDMILL, TANK, AND FORK OF
 AO0733'THE ROAD.  TAKE THE RIGHT-HAND ROAD AND FOLLOW 1-1/4 MILES
 AO0733'TO THE HIGHEST POINT OF THE FLAT RIDGE, WHERE THE STATION WILL
 AO0733'BE FOUND 50 METERS (164 FEET) E OF THE ROAD IN AN OPEN PLACE
 AO0733'COVERED WITH WHITE SHALE ROCK BROKEN TO SMALL PIECES.
 AO0733'
 AO0733'ELEVATION OF STATION, 262.1 METERS (860 FEET).
 AO0733
 AO0733                          STATION RECOVERY (1935)
 AO0733
 AO0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WIG)
 AO0733'STATION IN GOOD CONDITION.  ORIGINAL DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1820 ***********************************************************************
 AY1820  DESIGNATION -  TOM
 AY1820  PID         -  AY1820
 AY1820  STATE/COUNTY-  TX/COMAL
 AY1820  USGS QUAD   -  SMITHSON VALLEY (1994)
 AY1820
 AY1820                         *CURRENT SURVEY CONTROL
 AY1820  ___________________________________________________________________
 AY1820* NAD 83(1993)-  29 49 22.33122(N)    098 17 33.25056(W)     ADJUSTED  
 AY1820* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 AY1820  ___________________________________________________________________
 AY1820  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AY1820  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AY1820
 AY1820  HORZ ORDER  -  SECOND
 AY1820
 AY1820.The horizontal coordinates were established by classical geodetic methods
 AY1820.and adjusted by the National Geodetic Survey in February 1996..
 AY1820
 AY1820.The orthometric height was scaled from a topographic map.
 AY1820
 AY1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1820
 AY1820.The geoid height was determined by GEOID03.
 AY1820
 AY1820;                    North         East     Units Scale Factor Converg.
 AY1820;SPC TXSC     - 4,220,702.444   668,370.924   MT  0.99989939   +0 20 47.7
 AY1820;SPC TXSC     -13,847,421.27  2,192,813.61   sFT  0.99989939   +0 20 47.7
 AY1820;SPC TX C     - 3,019,126.380   897,261.406   MT  1.00009138   +1 03 04.0
 AY1820;SPC TX C     - 9,905,250.47  2,943,765.13   sFT  1.00009138   +1 03 04.0
 AY1820;UTM  14      - 3,299,368.014   568,351.753   MT  0.99965764   +0 21 06.6
 AY1820
 AY1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1820!SPC TXSC     -   0.99993686  x   0.99989939  =   0.99983625
 AY1820!SPC TX C     -   0.99993686  x   1.00009138  =   1.00002823
 AY1820!UTM  14      -   0.99993686  x   0.99965764  =   0.99959452
 AY1820
 AY1820|---------------------------------------------------------------------|
 AY1820| PID    Reference Object                     Distance      Geod. Az  |
 AY1820|                                                           dddmmss.s |
 AY1820| CV5613 TOM RM 1                             15.848 METERS 01402     |
 AY1820| BN0621 TEXAS NM PLINE CO WIMBERLEY TK      APPROX.26.3 KM 0193127.2 |
 AY1820| CV5614 TOM RM 2                             19.861 METERS 14917     |
 AY1820| CV5612 TOM AZ MK                                          1904131.7 |
 AY1820| AY1815 SW BELL TEL CO TV TWR KKC 92        APPROX.14.9 KM 2261633.2 |
 AY1820|---------------------------------------------------------------------|
 AY1820
 AY1820                          SUPERSEDED SURVEY CONTROL
 AY1820
 AY1820  NAD 83(1986)-  29 49 22.33891(N)    098 17 33.23350(W) AD(       ) 2
 AY1820  NAD 27      -  29 49 21.54620(N)    098 17 32.18760(W) AD(       ) 2
 AY1820
 AY1820.Superseded values are not recommended for survey control.
 AY1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1820.See file dsdata.txt to determine how the superseded data were derived.
 AY1820
 AY1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6835299368(NAD 83)
 AY1820_MARKER: DS = TRIANGULATION STATION DISK
 AY1820_SETTING: 66 = SET IN ROCK OUTCROP
 AY1820
 AY1820  HISTORY     - Date     Condition        Report By
 AY1820  HISTORY     - 1956     MONUMENTED       CGS
 AY1820  HISTORY     - 19880301 POOR             USPSQD
 AY1820  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 AY1820
 AY1820                          STATION DESCRIPTION
 AY1820
 AY1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1820'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29098-1, STATION 1012.
 AY1820
 AY1820                          STATION RECOVERY (1988)
 AY1820
 AY1820'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AY1820'MARK RECOVERED IN POOR CONDITION.
 AY1820
 AY1820                          STATION RECOVERY (2002)
 AY1820
 AY1820'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0739 ***********************************************************************
 EN0739  DESIGNATION -  TOM
 EN0739  PID         -  EN0739
 EN0739  STATE/COUNTY-  TX/MOTLEY
 EN0739  USGS QUAD   -  FLOMOT (1981)
 EN0739
 EN0739                         *CURRENT SURVEY CONTROL
 EN0739  ___________________________________________________________________
 EN0739* NAD 83(1993)-  34 11 24.44667(N)    100 53 25.42890(W)     ADJUSTED  
 EN0739* NAVD 88     -       730.     (meters)    2395.     (feet)  SCALED    
 EN0739  ___________________________________________________________________
 EN0739  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 EN0739  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EN0739
 EN0739  HORZ ORDER  -  FIRST
 EN0739
 EN0739.The horizontal coordinates were established by classical geodetic methods
 EN0739.and adjusted by the National Geodetic Survey in February 1996..
 EN0739
 EN0739.The orthometric height was scaled from a topographic map.
 EN0739
 EN0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0739
 EN0739.The geoid height was determined by GEOID03.
 EN0739
 EN0739;                    North         East     Units Scale Factor Converg.
 EN0739;SPC TXNC     - 2,282,354.039   379,660.502   MT  1.00006999   -1 18 13.4
 EN0739;SPC TXNC     - 7,488,023.21  1,245,602.83   sFT  1.00006999   -1 18 13.4
 EN0739;SPC TX N     - 1,021,266.303   256,199.685   MT  1.00013830   +0 21 11.8
 EN0739;SPC TX N     - 3,350,604.53    840,548.47   sFT  1.00013830   +0 21 11.8
 EN0739;UTM  14      - 3,784,852.073   325,804.097   MT  0.99997406   -1 03 45.2
 EN0739
 EN0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0739!SPC TXNC     -   0.99988973  x   1.00006999  =   0.99995972
 EN0739!SPC TX N     -   0.99988973  x   1.00013830  =   1.00002802
 EN0739!UTM  14      -   0.99988973  x   0.99997406  =   0.99986380
 EN0739
 EN0739|---------------------------------------------------------------------|
 EN0739| PID    Reference Object                     Distance      Geod. Az  |
 EN0739|                                                           dddmmss.s |
 EN0739| CX8838 TOM RM 1                              4.420 METERS 08524     |
 EN0739| EN0738 TOM 2                                 4.090 METERS 09255     |
 EN0739| EN0737 TOM 2 1972 RM 3                       6.956 METERS 13918     |
 EN0739| CX8839 TOM RM 2                              4.457 METERS 17946     |
 EN0739| EN0821 QUITAQUE MUNICIPAL TANK             APPROX.25.0 KM 3230619.9 |
 EN0739| EN0736 TOM 2 1972 RM 5                     APPROX. 1.8 KM 3544731.6 |
 EN0739| CX8837 TOM AZ MK                                          3550247.2 |
 EN0739| EN0747 TURKEY MUNICIPAL TANK               APPROX.22.6 KM 3583737.4 |
 EN0739|---------------------------------------------------------------------|
 EN0739
 EN0739                          SUPERSEDED SURVEY CONTROL
 EN0739
 EN0739  NAD 83(1993)-  34 11 24.44854(N)    100 53 25.42731(W) AD(       ) 1
 EN0739  NAD 83(1986)-  34 11 24.45214(N)    100 53 25.42275(W) AD(       ) 1
 EN0739  NAD 27      -  34 11 24.19687(N)    100 53 23.91937(W) AD(       ) 1
 EN0739
 EN0739.Superseded values are not recommended for survey control.
 EN0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0739.See file dsdata.txt to determine how the superseded data were derived.
 EN0739
 EN0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2580484852(NAD 83)
 EN0739_MARKER: DS = TRIANGULATION STATION DISK
 EN0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0739
 EN0739  HISTORY     - Date     Condition        Report By
 EN0739  HISTORY     - 1964     MONUMENTED       CGS
 EN0739  HISTORY     - 1972     GOOD             NGS
 EN0739
 EN0739                          STATION DESCRIPTION
 EN0739
 EN0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0739'THE STATION IS ABOUT 14-1/2 MILES SOUTH OF TURKEY, 12-3/4 MILES
 EN0739'NORTH-NORTHWEST OF MATADOR AND 6-1/4 MILES SOUTHEAST OF FLOMOT, ON
 EN0739'THE EAST SIDE OF STATE HIGHWAY 70.
 EN0739'
 EN0739'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 97 AND 599 IN
 EN0739'FLOMOT, GO EAST ON FARM ROAD 97 FOR 5.95 MILES TO THE JUNCTION WITH
 EN0739'STATE HIGHWAY 70.  TURN RIGHT AND GO SOUTH ON HIGHWAY 70 FOR 1.4
 EN0739'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE
 EN0739'HIGHWAY 1.2 MILES TO THE STATION ON THE LEFT.
 EN0739'
 EN0739'STATION MARK IS A STANDARD DISK, STAMPED TOM 1964, SET IN THE TOP OF
 EN0739'A 12 INCH SQUARE CONCRETE POST PROJECTING 7 INCHES.  IT IS 73.5 FEET
 EN0739'EAST OF THE CENTERLINE OF STATE HIGHWAY 70, 73 FEET SOUTH-SOUTHEAST
 EN0739'OF A TELEPHONE LINE POLE, 22.5 FEET EAST OF A WIRE FENCE AND 21 FEET
 EN0739'EAST OF A WITNESS POST.
 EN0739'
 EN0739'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TOM NO 1 1964, SET IN
 EN0739'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 EN0739'88 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 37 FEET EAST OF THE
 EN0739'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0739'
 EN0739'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TOM NO 2 1964, SET IN
 EN0739'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EN0739'SURFACE.  IT IS 73 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 EN0739'22.5 FEET EAST-SOUTHEAST OF THE WITNESS POST, 22 FEET EAST OF THE
 EN0739'FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0739'
 EN0739'AZIMUTH MARK IS A STANDARD DISK, STAMPED TOM 1964, SET IN THE TOP OF
 EN0739'A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 50 FEET
 EN0739'WEST OF THE CENTERLINE OF STATE HIGHWAY 70, 4 FEET SOUTHWEST OF A
 EN0739'WITNESS POST AND 2 FEET SOUTHWEST OF A FENCE CORNER POST.
 EN0739
 EN0739                          STATION RECOVERY (1972)
 EN0739
 EN0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EN0739'ELECTOR MEASUREMENT (HEWLETT-PACKARD)
 EN0739'
 EN0739'TRAVERSE DISTANCE (TAPE)
 EN0739'
 EN0739'THE STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARK NO. 2
 EN0739'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 EN0739'NO. 1 WAS FOUND LAYING ON TOP OF THE GROUND.  THE DISTANCE AND
 EN0739'DIRECTION TO REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE VERIFIED.
 EN0739'
 EN0739'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WILL BE
 EN0739'DESTROYED IN THE NEAR FUTURE BY ROAD CONSTRUCTION.
 EN0739'
 EN0739'TOM 2 1972 WAS ESTABLISHED EAST OF THE ORIGINAL STATION ON EDGE OF
 EN0739'NEW ROAD RIGHT-OF-WAY.
 EN0739'
 EN0739'FOR FUTURE REFERENCE SEE DESCRIPTION FOR STATION TOM 2 1972.
 EN0739'
 EN0739'STATION WAS MOVED BY REQUEST OF THE TEXAS STATE HWY. DEPT.
 EN0739'
 EN0739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MATADOR 12-1/2
 EN0739'MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1264 ***********************************************************************
 AH1264  DESIGNATION -  TOM 1963
 AH1264  PID         -  AH1264
 AH1264  STATE/COUNTY-  TX/NUECES
 AH1264  USGS QUAD   -  OSO CREEK NE (1975)
 AH1264
 AH1264                         *CURRENT SURVEY CONTROL
 AH1264  ___________________________________________________________________
 AH1264* NAD 83(1993)-  27 41 30.37975(N)    097 16 55.76493(W)     ADJUSTED  
 AH1264* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AH1264  ___________________________________________________________________
 AH1264  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1264  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AH1264
 AH1264  HORZ ORDER  -  SECOND
 AH1264
 AH1264.The horizontal coordinates were established by classical geodetic methods
 AH1264.and adjusted by the National Geodetic Survey in February 1996..
 AH1264
 AH1264.The orthometric height was scaled from a topographic map.
 AH1264
 AH1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1264
 AH1264.The geoid height was determined by GEOID03.
 AH1264
 AH1264;                    North         East     Units Scale Factor Converg.
 AH1264;SPC TX S     - 5,224,949.876   420,122.636   MT  0.99996722   +0 33 10.5
 AH1264;SPC TX S     -17,142,189.72  1,378,352.35   sFT  0.99996722   +0 33 10.5
 AH1264;UTM  14      - 3,064,239.487   669,395.343   MT  0.99995420   +0 47 54.6
 AH1264
 AH1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1264!SPC TX S     -   1.00000350  x   0.99996722  =   0.99997072
 AH1264!UTM  14      -   1.00000350  x   0.99995420  =   0.99995770
 AH1264
 AH1264|---------------------------------------------------------------------|
 AH1264| PID    Reference Object                     Distance      Geod. Az  |
 AH1264|                                                           dddmmss.s |
 AH1264| AH1265 CORPUS CHRI NAS CONT TR NE COR        6.038 METERS 02427     |
 AH1264| AH1240 TOM AZ MK                           APPROX. 1.5 KM 2674959.9 |
 AH1264| AH1266 CORPUS CHRI NAS CONT TR NW COR        6.038 METERS 29136     |
 AH1264| AH1312 CORPUS CHRI RAD STA KRIS TOWER      APPROX.10.4 KM 2923949.1 |
 AH1264|---------------------------------------------------------------------|
 AH1264
 AH1264                          SUPERSEDED SURVEY CONTROL
 AH1264
 AH1264  NAD 83(1986)-  27 41 30.38924(N)    097 16 55.73974(W) AD(       ) 2
 AH1264  NAD 27      -  27 41 29.27060(N)    097 16 54.77540(W) AD(       ) 2
 AH1264
 AH1264.Superseded values are not recommended for survey control.
 AH1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1264.See file dsdata.txt to determine how the superseded data were derived.
 AH1264
 AH1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6939564239(NAD 83)
 AH1264_MARKER: DS = TRIANGULATION STATION DISK
 AH1264_SETTING: 0 = UNSPECIFIED SETTING
 AH1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1264
 AH1264  HISTORY     - Date     Condition        Report By
 AH1264  HISTORY     - 1963     MONUMENTED       CGS
 AH1264  HISTORY     - 1977     GOOD             NGS
 AH1264  HISTORY     - 1988     GOOD             USPSQD
 AH1264  HISTORY     - 19970726 GOOD             USPSQD
 AH1264
 AH1264                          STATION DESCRIPTION
 AH1264
 AH1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AH1264'THE STATION IS ON THE CORPUS CHRISTI U.S. NAVAL AIR STATION,
 AH1264'NEAR THE CENTER OF THE TOP OF THE LAND PLANE CONTROL TOWER
 AH1264'WHICH IS ON THE SOUTHWEST END OF HANGAR 58.
 AH1264'
 AH1264'THE STATION IS A STANDARD DISK STAMPED TOM 1963 CEMENTED IN
 AH1264'A DRILLED HOLE NEAR THE CENTER OF THE CONCRETE ROOF ON THE
 AH1264'CONTROL TOWER.  THE MARK IS 4.0 FEET NORTHEAST OF AN OBSTRUCTION
 AH1264'POLE AND LIGHT, 10.7 FEET WEST-NORTHWEST OF URD-2 ANTENNA,
 AH1264'19.81 FEET SOUTHEAST OF THE FURTHERMOST POINT OF THE NORTHWEST
 AH1264'CORNER OF THE ROOF, ADN 19.81 FEET SOUTHWEST OF THE FURTHERMOST
 AH1264'POINT OF THE NORTHEAST CORNER OF THE ROOF.
 AH1264'
 AH1264'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TOM 1963 SET IN
 AH1264'THE TOP OF A 10 INCH BY 10 INCH CONCRETE POST WHICH PROJECTS
 AH1264'4 INCHES.  THE MARK IS 200 FEET NORTHWEST OF THE NORTHWEST
 AH1264'EDGE OF THE APPROACH END OF RUNWAY 4, 82 FEET NORTHWEST OF THE
 AH1264'CENTERLINE OF THE PATROL ROAD AROUND THE LANDING FIELD, 239
 AH1264'FEET WEST OF THE WEST CORNER OF THE FENCE AROUND A WIND SOCK
 AH1264'AND 9 FEET SOUTHEAST OF A CREOSOTE WITNESS POST WITH A SIGN.
 AH1264'
 AH1264'TO REACH THE AZIMUTH MARK FROM THE NORTH ENTRANCE TO THE NAVAL
 AH1264'AIR STATION, FOLLOW THE PATROL ROAD, STAYING INSIDE THE FENCE,
 AH1264'FOR ABOUT 1.5 MILES TO THE APPROACH END OF RUNWAY 4 AND THE
 AH1264'AZIMUTH MARK ON THE RIGHT.
 AH1264'
 AH1264'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AH1264
 AH1264                          STATION RECOVERY (1977)
 AH1264
 AH1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1264'STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1963
 AH1264'DESCRIPTION.  THE ROOF OF THE HANGAR HAS BEEN RESURFACED SINCE THE
 AH1264'STATION HAS BEEN PUT IN, THE DISK COULD BE IDENTIFIED BY THE ROUND
 AH1264'RISE IN THE ROOF.
 AH1264'
 AH1264'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SE SECTION OF
 AH1264'CORPUS CHRISTI ON THE U.S. NAVAL BASE ON TOP BUILDING 58.
 AH1264
 AH1264                          STATION RECOVERY (1988)
 AH1264
 AH1264'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLS)
 AH1264'RECOVERED IN GOOD CONDITION.
 AH1264
 AH1264                          STATION RECOVERY (1997)
 AH1264
 AH1264'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0738 ***********************************************************************
 EN0738  DESIGNATION -  TOM 2
 EN0738  PID         -  EN0738
 EN0738  STATE/COUNTY-  TX/MOTLEY
 EN0738  USGS QUAD   -  FLOMOT (1981)
 EN0738
 EN0738                         *CURRENT SURVEY CONTROL
 EN0738  ___________________________________________________________________
 EN0738* NAD 83(1993)-  34 11 24.43991(N)    100 53 25.26937(W)     ADJUSTED  
 EN0738* NAVD 88     -       730.     (meters)    2395.     (feet)  SCALED    
 EN0738  ___________________________________________________________________
 EN0738  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 EN0738  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EN0738
 EN0738  HORZ ORDER  -  SECOND
 EN0738
 EN0738.The horizontal coordinates were established by classical geodetic methods
 EN0738.and adjusted by the National Geodetic Survey in February 1996..
 EN0738
 EN0738.The orthometric height was scaled from a topographic map.
 EN0738
 EN0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0738
 EN0738.The geoid height was determined by GEOID03.
 EN0738
 EN0738;                    North         East     Units Scale Factor Converg.
 EN0738;SPC TXNC     - 2,282,353.738   379,664.581   MT  1.00006999   -1 18 13.3
 EN0738;SPC TXNC     - 7,488,022.22  1,245,616.21   sFT  1.00006999   -1 18 13.3
 EN0738;SPC TX N     - 1,021,266.120   256,203.771   MT  1.00013830   +0 21 11.9
 EN0738;SPC TX N     - 3,350,603.93    840,561.87   sFT  1.00013830   +0 21 11.9
 EN0738;UTM  14      - 3,784,851.789   325,808.177   MT  0.99997404   -1 03 45.1
 EN0738
 EN0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0738!SPC TXNC     -   0.99988973  x   1.00006999  =   0.99995972
 EN0738!SPC TX N     -   0.99988973  x   1.00013830  =   1.00002802
 EN0738!UTM  14      -   0.99988973  x   0.99997404  =   0.99986378
 EN0738
 EN0738|---------------------------------------------------------------------|
 EN0738| PID    Reference Object                     Distance      Geod. Az  |
 EN0738|                                                           dddmmss.s |
 EN0738| CX8840 TOM 2 RM 4                            6.185 METERS 00238     |
 EN0738| EN0737 TOM 2 1972 RM 3                       5.086 METERS 17455     |
 EN0738| DP0573 MATADOR TV RELAY MST WEST           APPROX.23.3 KM 1852521.9 |
 EN0738| EN0739 TOM                                   4.090 METERS 27255     |
 EN0738| EN0821 QUITAQUE MUNICIPAL TANK             APPROX.25.0 KM 3230554.1 |
 EN0738| EN0736 TOM 2 1972 RM 5                     APPROX. 1.8 KM 3543954.2 |
 EN0738| CX8837 TOM AZ MK                                          3545411.4 |
 EN0738| EN0747 TURKEY MUNICIPAL TANK               APPROX.22.6 KM 3583700.2 |
 EN0738| EN0746 TURKEY MEMPHIS COMP CO TANK         APPROX.23.2 KM 3584046.8 |
 EN0738|---------------------------------------------------------------------|
 EN0738
 EN0738                          SUPERSEDED SURVEY CONTROL
 EN0738
 EN0738  NAD 83(1993)-  34 11 24.44169(N)    100 53 25.26771(W) AD(       ) 2
 EN0738  NAD 83(1986)-  34 11 24.44537(N)    100 53 25.26319(W) AD(       ) 2
 EN0738  NAD 27      -  34 11 24.19010(N)    100 53 23.75976(W) AD(       ) 2
 EN0738
 EN0738.Superseded values are not recommended for survey control.
 EN0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0738.See file dsdata.txt to determine how the superseded data were derived.
 EN0738
 EN0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2580884852(NAD 83)
 EN0738_MARKER: DS = TRIANGULATION STATION DISK
 EN0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0738
 EN0738  HISTORY     - Date     Condition        Report By
 EN0738  HISTORY     - 1972     MONUMENTED       NGS
 EN0738
 EN0738                          STATION DESCRIPTION
 EN0738
 EN0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EN0738'ELECTRO MEASUREMENT (HEWLETT-PARKARD)
 EN0738'
 EN0738'TRAVERSE DISTANCE (TAPE)
 EN0738'
 EN0738'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTH OF TURKEY, 13 MILES
 EN0738'NORTH-NORTHWEST OF MATADOR, 6 MILES NORTH OF THE SMALL SETTLEMENT
 EN0738'OF WHITEFLAT, 1-1/2 MILES SOUTH OF THE PEASE RIVER BRIDGE, ON THE
 EN0738'HIGHEST POINT OF A LOW ROUND TOP KNOB, ON THE EAST RIGHT-OF-WAY OF
 EN0738'STATE HIGHWAY 70.
 EN0738'
 EN0738'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 62, 70 AND
 EN0738'STATE HIGHWAY 70 IN MATADOR.  GO NORTH ON STATE HIGHWAY 70 FOR 7.2
 EN0738'MILES TO THE SMALL SETTLEMENT OF WHITEFLAT, CONTINUE NORTHERLY ON
 EN0738'STATE HIGHWAY 70 FOR 4.15 MILES TO THE TOM BALL CREEK BRIDGE.
 EN0738'CONTINUE NORTH ON STATE HIGHWAY 70 FOR 1.55 MILES TO TOP OF SMALL
 EN0738'RISE AND STATION ON THE RIGHT.
 EN0738'
 EN0738'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 EN0738'POST, THAT PROJECTS 4-INCHES AND IS STAMPED TOM 2 1972.  IT IS 86
 EN0738'FEET EAST OF THE CENTER-LINE OF STATE HWY. 70, 7 FEET SOUTH OF A
 EN0738'CEDAR FENCE-POST WITH A TRIANGULAR BLAZE, 3 FEET NORTH OF A METAL
 EN0738'WITNESS POST, 2 FEET WEST OF FENCE-LINE AND ACROSS THE HIGHWAY
 EN0738'FROM A ROAD LEADING WEST TO RANCH BUILDINGS.
 EN0738'
 EN0738'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EN0738'CONCRETE POST, THAT PROJECTS 6-INCHES AND IS STAMPED TOM 2 NO 3
 EN0738'1972.  IT IS 87 FEET EAST OF THE CENTER-LINE OF STATE HWY. 70, 23
 EN0738'FEET SOUTH OF A CEDAR FENCE-POST WITH TRIANGULAR BLAZE, 14 FEET SOUTH
 EN0738'OF A METAL WITNESS POST AND 1 FOOT WEST OF THE FENCE-LINE.
 EN0738'
 EN0738'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EN0738'CONCRETE POST, THAT PROJECTS 8-INCHES AND IS STAMPED TOM 2 NO 4
 EN0738'1972.  IT IS 87 FEET EAST OF THE CENTER-LINE OF STATE HWY. 70, 23
 EN0738'FEET NORTH OF A METAL WITNESS POST, 14 FEET NORTH OF CEDAR
 EN0738'FENCE-POST WITH A TRIANGULAR BLAZE AND 1 FOOT WEST OF FENCE-LINE.
 EN0738'
 EN0738'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EN0738'CONCRETE POST, THAT PROJECTS 6-INCHES AND IS STAMPED TOM 2 NO 5
 EN0738'1972.  IT IS 74 FEET WEST OF THE CENTER-LINE OF STATE HWY. 70, 13
 EN0738'FEET NORTH OF THE CENTER OF A FIELD ROAD, 3 FEET NORTH OF A
 EN0738'FENCE-CORNER, 2 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF
 EN0738'THE FENCE-LINE.
 EN0738'
 EN0738'TO REACH THE MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY 70 FOR
 EN0738'1.1 MILES TO A TRACK ROAD ON THE LEFT AND MARK ON THE LEFT AT
 EN0738'FENCE-CORNER.
 EN0738'
 EN0738'NEAREST TOWN--MATADOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1072 ***********************************************************************
 DN1072  DESIGNATION -  TOM BEAN MUNICIPAL TANK
 DN1072  PID         -  DN1072
 DN1072  STATE/COUNTY-  TX/GRAYSON
 DN1072  USGS QUAD   -  WHITEWRIGHT (1984)
 DN1072
 DN1072                         *CURRENT SURVEY CONTROL
 DN1072  ___________________________________________________________________
 DN1072* NAD 83(1993)-  33 31 13.44870(N)    096 29 06.34312(W)     ADJUSTED  
 DN1072* NAVD 88     -                                                        
 DN1072  ___________________________________________________________________
 DN1072  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DN1072  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DN1072
 DN1072  HORZ ORDER  -  THIRD
 DN1072
 DN1072.The horizontal coordinates were established by classical geodetic methods
 DN1072.and adjusted by the National Geodetic Survey in February 1996..
 DN1072
 DN1072
 DN1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1072
 DN1072.The geoid height was determined by GEOID03.
 DN1072
 DN1072;                    North         East     Units Scale Factor Converg.
 DN1072;SPC TXNC     - 2,207,358.356   787,157.063   MT  0.99990599   +1 05 56.1
 DN1072;SPC TXNC     - 7,241,974.87  2,582,531.13   sFT  0.99990599   +1 05 56.1
 DN1072;UTM  14      - 3,711,813.147   733,572.537   MT  1.00027265   +1 23 22.0
 DN1072
 DN1072                          SUPERSEDED SURVEY CONTROL
 DN1072
 DN1072  NAD 83(1993)-  33 31 13.45042(N)    096 29 06.33948(W) AD(       ) 4
 DN1072  NAD 83(1986)-  33 31 13.45547(N)    096 29 06.33399(W) AD(       ) 4
 DN1072  NAD 27      -  33 31 13.06500(N)    096 29 05.38200(W) AD(       ) 3
 DN1072
 DN1072.Superseded values are not recommended for survey control.
 DN1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1072.See file dsdata.txt to determine how the superseded data were derived.
 DN1072
 DN1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3357311813(NAD 83)
 DN1072_MARKER: 53 = ELEVATED TANK
 DN1072
 DN1072  HISTORY     - Date     Condition        Report By
 DN1072  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1072  HISTORY     - 1957     GOOD             CGS
 DN1072  HISTORY     - 1969     GOOD             CGS
 DN1072
 DN1072                          STATION DESCRIPTION
 DN1072
 DN1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1072'STATION IS A SILVER PAINTED WATER TANK ABOUT 10 FEET WIDE
 DN1072'AND 20 FEET LONG, MOUNTED ON 4 STRUCTURAL STEEL LEGS AND ABOUT
 DN1072'75 FEET IN HEIGHT.  THE CENTER OF THE CONICAL TOP WAS INTERSECTED.
 DN1072'
 DN1072'IT IS LOCATED IN THE CENTER OF THE TOWN OF TOM BEAN AND ABOUT
 DN1072'100 YARDS NORTHWEST OF THE POST OFFICE.
 DN1072
 DN1072                          STATION RECOVERY (1957)
 DN1072
 DN1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1072'TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1072'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1072
 DN1072                          STATION RECOVERY (1969)
 DN1072
 DN1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1072'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1417 ***********************************************************************
 BL1417  DESIGNATION -  TOMBALL
 BL1417  PID         -  BL1417
 BL1417  STATE/COUNTY-  TX/HARRIS
 BL1417  USGS QUAD   -  ROSE HILL (1980)
 BL1417
 BL1417                         *CURRENT SURVEY CONTROL
 BL1417  ___________________________________________________________________
 BL1417* NAD 83(1993)-  30 06 44.92274(N)    095 37 44.44396(W)     ADJUSTED  
 BL1417* NAVD 88     -        66.92   (+/-2cm)     219.6    (feet)  VERTCON   
 BL1417  ___________________________________________________________________
 BL1417  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BL1417  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1417
 BL1417  HORZ ORDER  -  SECOND
 BL1417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1417
 BL1417.The horizontal coordinates were established by classical geodetic methods
 BL1417.and adjusted by the National Geodetic Survey in February 1996..
 BL1417
 BL1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1417.The vertical order pertains to the NGVD 29 superseded value.
 BL1417
 BL1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1417
 BL1417.The geoid height was determined by GEOID03.
 BL1417
 BL1417;                    North         East     Units Scale Factor Converg.
 BL1417;SPC TXSC     - 4,257,278.655   924,827.088   MT  0.99995511   +1 39 05.4
 BL1417;SPC TXSC     -13,967,421.72  3,034,203.54   sFT  0.99995511   +1 39 05.4
 BL1417;SPC TX C     - 3,059,007.373 1,153,255.083   MT  1.00000112   +2 25 22.8
 BL1417;SPC TX C     -10,036,093.36  3,783,637.72   sFT  1.00000112   +2 25 22.8
 BL1417;UTM  15      - 3,334,166.053   246,679.823   MT  1.00039178   -1 19 10.8
 BL1417
 BL1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1417!SPC TXSC     -   0.99999384  x   0.99995511  =   0.99994895
 BL1417!SPC TX C     -   0.99999384  x   1.00000112  =   0.99999496
 BL1417!UTM  15      -   0.99999384  x   1.00039178  =   1.00038562
 BL1417
 BL1417|---------------------------------------------------------------------|
 BL1417| PID    Reference Object                     Distance      Geod. Az  |
 BL1417|                                                           dddmmss.s |
 BL1417| BL1418 TOMBALL RM 1                         26.844 METERS 00042     |
 BL1417| BL1416 TOMBALL AZ MK                                      0651018.1 |
 BL1417| BL2240 TOMBALL MUNICIPAL TANK              APPROX. 2.1 KM 1422027.8 |
 BL1417| BL2243 HUMBLE TOMBALL GAS PLT CEN STK      APPROX. 4.6 KM 1835513.8 |
 BL1417| BL1419 TOMBALL RM 2                         22.709 METERS 23650     |
 BL1417| BL2249 DALLAS HOUSTON AIRWAY BEACON 7      APPROX.12.0 KM 2563527.6 |
 BL1417| BL2245 GROGAN COCKRAN LUMBER CO S STK      APPROX.13.0 KM 3112148.2 |
 BL1417| BL2244 GROGAN COCKRAN LUMBER CO N STK      APPROX.13.0 KM 3112535.5 |
 BL1417|---------------------------------------------------------------------|
 BL1417
 BL1417                          SUPERSEDED SURVEY CONTROL
 BL1417
 BL1417  NAD 83(1986)-  30 06 44.93729(N)    095 37 44.42608(W) AD(       ) 2
 BL1417  NAD 27      -  30 06 44.15630(N)    095 37 43.62820(W) AD(       ) 2
 BL1417  NGVD 29 (??/??/92)   66.915  (m)          219.54   (f) ADJ UNCH    2 0
 BL1417
 BL1417.Superseded values are not recommended for survey control.
 BL1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1417.See file dsdata.txt to determine how the superseded data were derived.
 BL1417
 BL1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4668034166(NAD 83)
 BL1417_MARKER: DS = TRIANGULATION STATION DISK
 BL1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1417_STAMPING: TOMBALL 1952
 BL1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1417+STABILITY: SURFACE MOTION
 BL1417
 BL1417  HISTORY     - Date     Condition        Report By
 BL1417  HISTORY     - 1952     MONUMENTED       CGS
 BL1417  HISTORY     - 1954     GOOD             CGS
 BL1417  HISTORY     - 1954     GOOD             NGS
 BL1417  HISTORY     - 1978     POOR             LOCENG
 BL1417  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1417  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1417
 BL1417                          STATION DESCRIPTION
 BL1417
 BL1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1417'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF TOMBALL AND
 BL1417'ABOUT 50 YARDS SOUTHWEST OF TWO HUMBLE STORAGE TANKS.  IT IS
 BL1417'ON THE RIGHT-OF-WAY OF A FARM ROAD, 31 FEET EAST OF THE CENTER
 BL1417'OF A NORTH-SOUTH ROAD, 21 FEET NORTHWEST OF A LARGE PINE TREE
 BL1417'AND 3 FEET NORTHWEST OF A WITNESS POST.  IT IS STAMPED TOMBALL
 BL1417'1952 AND IS SET FLUSH.
 BL1417'
 BL1417'REFERENCE MARK NO. 1 IS 66 FEET SOUTH OF A FENCE CORNER AND
 BL1417'31 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD.  IT IS STAMPED
 BL1417'TOMBALL NO 1 1952 AND IS SET FLUSH.
 BL1417'
 BL1417'REFERENCE MARK NO. 2 IS 135 FEET NORTH OF THE NORTH END OF A
 BL1417'CATTLE GUARD, 32 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD
 BL1417'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 BL1417'TOMBALL NO 2 1952 AND IS SET FLUSH.
 BL1417'
 BL1417'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL1417'NO. 2 IS 143.6 FEET.
 BL1417'
 BL1417'THE AZIMUTH MARK IS LOCATED 4 FEET SOUTHEAST OF THE SOUTHEAST
 BL1417'END OF A CATTLE GUARD, 1 FOOT NORTHWEST OF A WITNESS POST AND
 BL1417'1 FOOT WEST OF A STEEL FENCE POST.  IT IS STAMPED TOMBALL 1952
 BL1417'AND IS SET FLUSH.
 BL1417'
 BL1417'TO REACH THE STATION FROM THE POST OFFICE IN TOMBALL, GO WEST
 BL1417'ON A PAVED STREET FOR 0.55 MILE TO A SCHOOLHOUSE ON THE LEFT AND
 BL1417'A T ROAD RIGHT.  TURN RIGHT AND GO NORTH AND WEST ON A WINDING
 BL1417'GRAVELED ROAD FOR 1.25 MILE TO A T ROAD RIGHT, TURN RIGHT AND
 BL1417'GO NORTH ON A SANDY ROAD FOR 0.3 MILE TO THE STATION ON THE
 BL1417'RIGHT AS DESCRIBED.
 BL1417'
 BL1417'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1
 BL1417'MILE TO A T ROAD RIGHT AT A CATTLE GUARD.  TURN RIGHT AND CROSS
 BL1417'THE CATTLE GUARD, CONTINUE EASTERLY ON A TRACK ROAD FOR 0.35 MILE
 BL1417'TO A CATTLE GUARD AND THE AZIMUTH MARK AS DESCRIBED.
 BL1417'
 BL1417'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 BL1417
 BL1417                          STATION RECOVERY (1954)
 BL1417
 BL1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL1417'1.1 MILES NORTHWEST ALONG THE BURLINGTON AND ROCK ISLAND
 BL1417'RAILROAD FROM THE STATION AT TOMBALL, THENCE 0.45 MILE SOUTHWEST
 BL1417'ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG A DIRT ROAD, 32
 BL1417'FEET EAST OF THE CENTER LINE OF A ROAD, 20 FEET NORTHWEST OF
 BL1417'A 20 INCH PINE TREE, 29 FEET NORTH OF A FENCE CORNER, 3 FEET
 BL1417'NORTH OF A WITNESS POST, 150 FEET WEST OF TWO OIL TANKS, A
 BL1417'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 BL1417'WHICH IS FLUSH WITH THE GROUND, STAMPED TOMBALL 1952.
 BL1417'
 BL1417'TOMBALL R.M. 1 IS 88.5 FEET NORTH OF TRIANGULATION STATION
 BL1417'TOMBALL 1952, 32 FEET EAST OF THE CENTER LINE OF A ROAD, 150
 BL1417'FEET WEST OF TWO OIL TANKS, A REFERENCE MARK DISK SET IN THE TOP
 BL1417'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED TOMBALL
 BL1417'NO 1 1952.
 BL1417'
 BL1417'TOMBALL R.M. 2 IS 74.6 FEET SOUTHWEST OF TRIANGULATION STATION
 BL1417'TOMBALL 1952, 30 FEET WEST OF THE CENTER LINE OF A ROAD, 2
 BL1417'FEET EAST OF A FENCE, 150 FEET WEST OF TWO OIL TANKS, A REFERENCE
 BL1417'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 BL1417'WITH THE GROUND, STAMPED TOMBALL NO 2 1952.
 BL1417'
 BL1417'TOMBALL 1952 AZIMUTH IS 0.3 MILE NORTHEAST OF TRIANGULATION
 BL1417'STATION TOMBALL 1952, 12 FEET SOUTHEAST OF THE CENTER LINE OF
 BL1417'A ROAD, 4 FEET SOUTHEAST OF THE SOUTHEAST END OF A CATTLE GUARD,
 BL1417'2 FEET NORTHWEST OF A WITNESS POST, AN AZIMUTH MARK DISK SET
 BL1417'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 BL1417'STAMPED TOMBALL 1952.
 BL1417
 BL1417                          STATION RECOVERY (1954)
 BL1417
 BL1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1417'1.65 MI NW FROM TOMBALL.
 BL1417'1.1 MILES NORTHWEST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM
 BL1417'THE STATION AT TOMBALL, THENCE 0.45 MILE SOUTHWEST ALONG A DIRT ROAD,
 BL1417'THENCE 0.1 MILE SOUTH ALONG A DIRT ROAD.  32 FEET EAST OF THE CENTER
 BL1417'LINE OF A ROAD, 20 FEET NORTHWEST OF A 20 INCH PINE TREE, 29 FEET
 BL1417'NORTH OF A FENCE CORNER, 3-FEET NORTH OF A WITNESS POST, 150 FEET WEST
 BL1417'OF TWO OIL TANKS, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 BL1417'WITH THE GROUND.
 BL1417
 BL1417                          STATION RECOVERY (1978)
 BL1417
 BL1417'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (WCP)
 BL1417'TOMBALL 1952 SUB-SURFACE ONLY (LOOSE).
 BL1417'
 BL1417'RM 2 LAYING ON SIDE ON SURFACE IN PASTURE.
 BL1417'
 BL1417'RM 1 GONE.
 BL1417'
 BL1417'SURFACE MARK AND BOTH RMS AND AZI DESTROYED SUB-SURFACE MARK FOUND
 BL1417'BUT SMALL AND LOOSE.  NEED GOOD MARK-SAME LOCATION OK.
 BL1417'
 BL1417'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOMBALL AT NEW HIGH
 BL1417'SCHOOL.
 BL1417
 BL1417                          STATION RECOVERY (1993)
 BL1417
 BL1417'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1417'MARK NOT FOUND.
 BL1417
 BL1417                          STATION RECOVERY (2005)
 BL1417
 BL1417'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 BL1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1416 ***********************************************************************
 BL1416  DESIGNATION -  TOMBALL AZ MK
 BL1416  PID         -  BL1416
 BL1416  STATE/COUNTY-  TX/HARRIS
 BL1416  USGS QUAD   -  TOMBALL (1979)
 BL1416
 BL1416                         *CURRENT SURVEY CONTROL
 BL1416  ___________________________________________________________________
 BL1416* NAD 83(1986)-  30 06 51.     (N)    095 37 30.     (W)     SCALED    
 BL1416* NAVD 88     -        60.91   (+/-2cm)     199.8    (feet)  VERTCON   
 BL1416  ___________________________________________________________________
 BL1416  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1416
 BL1416  VERT ORDER  -  THIRD (See Below)
 BL1416
 BL1416.The horizontal coordinates were scaled from a topographic map and have
 BL1416.an estimated accuracy of +/- 6 seconds.
 BL1416
 BL1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1416.The vertical order pertains to the NGVD 29 superseded value.
 BL1416
 BL1416.The geoid height was determined by GEOID03.
 BL1416
 BL1416;                    North         East    Units  Estimated Accuracy
 BL1416;SPC TXSC     - 4,257,480.      925,210.      MT  (+/- 180 meters Scaled)
 BL1416
 BL1416                          SUPERSEDED SURVEY CONTROL
 BL1416
 BL1416  NGVD 29 (??/??/??)   60.90   (m)          199.8    (f) RESET       3  
 BL1416
 BL1416.Superseded values are not recommended for survey control.
 BL1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1416.See file dsdata.txt to determine how the superseded data were derived.
 BL1416
 BL1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP470343(NAD 83)
 BL1416_MARKER: DB = BENCH MARK DISK
 BL1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1416_STAMPING: TOMBALL 1952
 BL1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1416+STABILITY: SURFACE MOTION
 BL1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1416+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1416
 BL1416  HISTORY     - Date     Condition        Report By
 BL1416  HISTORY     - 1952     MONUMENTED       CGS
 BL1416  HISTORY     - 1954     GOOD             NGS
 BL1416  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1416  HISTORY     - 20050108 GOOD             USPSQD
 BL1416
 BL1416                          STATION DESCRIPTION
 BL1416
 BL1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1416'1.3 MI NW FROM TOMBALL.
 BL1416'1.1 MILES NORTHWEST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM
 BL1416'THE STATION AT TOMBALL, THENCE 0.2 MILE SOUTHWEST ALONG A DIRT ROAD.
 BL1416'0.3 MILE NORTHEAST OF TRIANGULATION STATION TOMBALL 1952, 12 FEET
 BL1416'SOUTHEAST OF THE CENTER LINE OF A ROAD, 4 FEET SOUTHEAST OF THE
 BL1416'SOUTHEAST END OF A CATTLE GUARD, 2 FEET NORTHWEST OF A WITNESS POST,
 BL1416'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BL1416
 BL1416                          STATION RECOVERY (1993)
 BL1416
 BL1416'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1416'MARK NOT FOUND.
 BL1416
 BL1416                          STATION RECOVERY (2005)
 BL1416
 BL1416'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 BL1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6958 ***********************************************************************
 DG6958  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6958  DESIGNATION -  TOMBALL COOP CORS ARP
 DG6958  CORS_ID     -  WLA1
 DG6958  PID         -  DG6958
 DG6958  STATE/COUNTY-  TX/HARRIS
 DG6958  USGS QUAD   -  TOMBALL (1979)
 DG6958
 DG6958                         *CURRENT SURVEY CONTROL
 DG6958  ___________________________________________________________________
 DG6958* NAD 83(CORS)-  30 05 47.06578(N)    095 37 30.57507(W)     ADJUSTED  
 DG6958* NAVD 88     -                                                        
 DG6958  ___________________________________________________________________
 DG6958  EPOCH DATE  -        2002.00
 DG6958  X           -    -541,357.775 (meters)                     COMP
 DG6958  Y           -  -5,496,340.632 (meters)                     COMP
 DG6958  Z           -   3,179,642.608 (meters)                     COMP
 DG6958  ELLIP HEIGHT-          36.13  (meters)          (08/??/04) GPS OBS
 DG6958  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DG6958
 DG6958  HORZ ORDER  -  SPECIAL (CORS)
 DG6958  ELLP ORDER  -  SPECIAL (CORS)
 DG6958
 DG6958.ITRF positions are available for this station.
 DG6958.The coordinates were established by GPS observations
 DG6958.and adjusted by the National Geodetic Survey in August 2004..
 DG6958.The coordinates are valid at the epoch date displayed above.
 DG6958.The epoch date for horizontal control is a decimal equivalence
 DG6958.of Year/Month/Day.
 DG6958
 DG6958
 DG6958.The PID for the CORS L1 Phase Center is DG6959.
 DG6958
 DG6958.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6958
 DG6958.The ellipsoidal height was determined by GPS observations
 DG6958.and is referenced to NAD 83.
 DG6958
 DG6958.The geoid height was determined by GEOID03.
 DG6958
 DG6958;                    North         East     Units Scale Factor Converg.
 DG6958;SPC TXSC     - 4,255,508.606   925,249.609   MT  0.99995135   +1 39 12.2
 DG6958;SPC TXSC     -13,961,614.48  3,035,589.76   sFT  0.99995135   +1 39 12.2
 DG6958
 DG6958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6958!SPC TXSC     -   0.99999433  x   0.99995135  =   0.99994568
 DG6958
 DG6958                          SUPERSEDED SURVEY CONTROL
 DG6958
 DG6958.No superseded survey control is available for this station.
 DG6958
 DG6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4701032376(NAD 83)
 DG6958_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6958
 DG6958                          STATION DESCRIPTION
 DG6958
 DG6958'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6958'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6958'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6958'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6958'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6958'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6959 ***********************************************************************
 DG6959  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6959  DESIGNATION -  TOMBALL COOP CORS L1 PHASE CENTER
 DG6959  CORS_ID     -  WLA1
 DG6959  PID         -  DG6959
 DG6959  STATE/COUNTY-  TX/HARRIS
 DG6959  USGS QUAD   -  TOMBALL (1979)
 DG6959
 DG6959                         *CURRENT SURVEY CONTROL
 DG6959  ___________________________________________________________________
 DG6959* NAD 83(CORS)-  30 05 47.06586(N)    095 37 30.57502(W)     ADJUSTED  
 DG6959* NAVD 88     -                                                        
 DG6959  ___________________________________________________________________
 DG6959  EPOCH DATE  -        2002.00
 DG6959  X           -    -541,357.783 (meters)                     COMP
 DG6959  Y           -  -5,496,340.726 (meters)                     COMP
 DG6959  Z           -   3,179,642.665 (meters)                     COMP
 DG6959  ELLIP HEIGHT-          36.24  (meters)          (08/??/04) GPS OBS
 DG6959  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DG6959
 DG6959  HORZ ORDER  -  SPECIAL (CORS)
 DG6959  ELLP ORDER  -  SPECIAL (CORS)
 DG6959
 DG6959.ITRF positions are available for this station.
 DG6959.The coordinates were established by GPS observations
 DG6959.and adjusted by the National Geodetic Survey in August 2004..
 DG6959.The coordinates are valid at the epoch date displayed above.
 DG6959.The epoch date for horizontal control is a decimal equivalence
 DG6959.of Year/Month/Day.
 DG6959
 DG6959
 DG6959.The PID for the CORS ARP is DG6958.
 DG6959
 DG6959.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6959
 DG6959.The ellipsoidal height was determined by GPS observations
 DG6959.and is referenced to NAD 83.
 DG6959
 DG6959.The geoid height was determined by GEOID03.
 DG6959
 DG6959;                    North         East     Units Scale Factor Converg.
 DG6959;SPC TXSC     - 4,255,508.609   925,249.610   MT  0.99995135   +1 39 12.2
 DG6959;SPC TXSC     -13,961,614.49  3,035,589.76   sFT  0.99995135   +1 39 12.2
 DG6959
 DG6959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6959!SPC TXSC     -   0.99999431  x   0.99995135  =   0.99994566
 DG6959
 DG6959                          SUPERSEDED SURVEY CONTROL
 DG6959
 DG6959.No superseded survey control is available for this station.
 DG6959
 DG6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4701032376(NAD 83)
 DG6959_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6959
 DG6959                          STATION DESCRIPTION
 DG6959
 DG6959'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6959'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6959'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6959'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6959'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6959'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2240 ***********************************************************************
 BL2240  DESIGNATION -  TOMBALL MUNICIPAL TANK
 BL2240  PID         -  BL2240
 BL2240  STATE/COUNTY-  TX/HARRIS
 BL2240  USGS QUAD   -  TOMBALL (1979)
 BL2240
 BL2240                         *CURRENT SURVEY CONTROL
 BL2240  ___________________________________________________________________
 BL2240* NAD 83(1993)-  30 05 52.15581(N)    095 36 57.61340(W)     ADJUSTED  
 BL2240* NAVD 88     -                                                        
 BL2240  ___________________________________________________________________
 BL2240  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BL2240  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL2240
 BL2240  HORZ ORDER  -  THIRD
 BL2240
 BL2240.The horizontal coordinates were established by classical geodetic methods
 BL2240.and adjusted by the National Geodetic Survey in February 1996..
 BL2240
 BL2240
 BL2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2240
 BL2240.The geoid height was determined by GEOID03.
 BL2240
 BL2240;                    North         East     Units Scale Factor Converg.
 BL2240;SPC TXSC     - 4,255,690.767   926,127.238   MT  0.99995168   +1 39 28.3
 BL2240;SPC TXSC     -13,962,212.12  3,038,469.11   sFT  0.99995168   +1 39 28.3
 BL2240;UTM  15      - 3,332,512.198   247,896.460   MT  1.00038419   -1 18 45.2
 BL2240
 BL2240                          SUPERSEDED SURVEY CONTROL
 BL2240
 BL2240  NAD 83(1986)-  30 05 52.17020(N)    095 36 57.59520(W) AD(       ) 4
 BL2240  NAD 27      -  30 05 51.38736(N)    095 36 56.79939(W) AD(       ) 3
 BL2240
 BL2240.Superseded values are not recommended for survey control.
 BL2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2240.See file dsdata.txt to determine how the superseded data were derived.
 BL2240
 BL2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4789632512(NAD 83)
 BL2240_MARKER: 53 = ELEVATED TANK
 BL2240
 BL2240  HISTORY     - Date     Condition        Report By
 BL2240  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2240
 BL2240                          STATION DESCRIPTION
 BL2240
 BL2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2240'THE STATION IS LOCATED IN A SMALL FENCED ENCLOSURE JUST SOUTHEAST
 BL2240'OF THE SOUTHEAST CORNER OF THE CITY WATER DEPARTMENT BUILDING
 BL2240'IN THE SOUTHEAST ANGLE OF CHERRY STREET AND COMMERCE STREET
 BL2240'NEAR THE CENTER OF TOMBALL.
 BL2240'
 BL2240'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 BL2240'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 BL2240'HEIGHT OF 135.0 FEET.
 BL2240'
 BL2240'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1418 ***********************************************************************
 BL1418  DESIGNATION -  TOMBALL RM 1
 BL1418  PID         -  BL1418
 BL1418  STATE/COUNTY-  TX/HARRIS
 BL1418  USGS QUAD   -  ROSE HILL (1980)
 BL1418
 BL1418                         *CURRENT SURVEY CONTROL
 BL1418  ___________________________________________________________________
 BL1418* NAD 83(1986)-  30 06 45.     (N)    095 37 44.     (W)     SCALED    
 BL1418* NAVD 88     -        66.91   (+/-2cm)     219.5    (feet)  VERTCON   
 BL1418  ___________________________________________________________________
 BL1418  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1418
 BL1418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1418
 BL1418.The horizontal coordinates were scaled from a topographic map and have
 BL1418.an estimated accuracy of +/- 6 seconds.
 BL1418
 BL1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1418.The vertical order pertains to the NGVD 29 superseded value.
 BL1418
 BL1418.The geoid height was determined by GEOID03.
 BL1418
 BL1418;                    North         East    Units  Estimated Accuracy
 BL1418;SPC TXSC     - 4,257,280.      924,840.      MT  (+/- 180 meters Scaled)
 BL1418
 BL1418                          SUPERSEDED SURVEY CONTROL
 BL1418
 BL1418  NGVD 29 (??/??/92)   66.903  (m)          219.50   (f) ADJ UNCH    2 0
 BL1418
 BL1418.Superseded values are not recommended for survey control.
 BL1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1418.See file dsdata.txt to determine how the superseded data were derived.
 BL1418
 BL1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP466341(NAD 83)
 BL1418_MARKER: DR = REFERENCE MARK DISK
 BL1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1418_STAMPING: TOMBALL NO 1 1952
 BL1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1418+STABILITY: SURFACE MOTION
 BL1418
 BL1418  HISTORY     - Date     Condition        Report By
 BL1418  HISTORY     - 1952     MONUMENTED       CGS
 BL1418  HISTORY     - 1954     GOOD             NGS
 BL1418  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1418
 BL1418                          STATION DESCRIPTION
 BL1418
 BL1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1418'1.65 MI NW FROM TOMBALL.
 BL1418'1.1 MILES NORTHWEST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM
 BL1418'THE STATION AT TOMBALL, THENCE 0.45 MILE SOUTHWEST ALONG A DIRT ROAD,
 BL1418'THENCE 0.1 MILE SOUTH ALONG A DIRT ROAD-- 88.5 FEET NORTH OF
 BL1418'TRIANGULATION STATION TOMBALL 1952, 32 FEET EAST OF THE CENTER LINE OF
 BL1418'A ROAD, 150 FEET WEST OF TWO OIL TANKS, SET IN THE TOP OF A CONCRETE
 BL1418'POST WHICH IS FLUSH WITH THE GROUND.
 BL1418
 BL1418                          STATION RECOVERY (1993)
 BL1418
 BL1418'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1419 ***********************************************************************
 BL1419  DESIGNATION -  TOMBALL RM 2
 BL1419  PID         -  BL1419
 BL1419  STATE/COUNTY-  TX/HARRIS
 BL1419  USGS QUAD   -  ROSE HILL (1980)
 BL1419
 BL1419                         *CURRENT SURVEY CONTROL
 BL1419  ___________________________________________________________________
 BL1419* NAD 83(1986)-  30 06 44.     (N)    095 37 43.     (W)     SCALED    
 BL1419* NAVD 88     -        67.10   (+/-2cm)     220.1    (feet)  VERTCON   
 BL1419  ___________________________________________________________________
 BL1419  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1419
 BL1419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1419
 BL1419.The horizontal coordinates were scaled from a topographic map and have
 BL1419.an estimated accuracy of +/- 6 seconds.
 BL1419
 BL1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1419.The vertical order pertains to the NGVD 29 superseded value.
 BL1419
 BL1419.The geoid height was determined by GEOID03.
 BL1419
 BL1419;                    North         East    Units  Estimated Accuracy
 BL1419;SPC TXSC     - 4,257,250.      924,870.      MT  (+/- 180 meters Scaled)
 BL1419
 BL1419                          SUPERSEDED SURVEY CONTROL
 BL1419
 BL1419  NGVD 29 (??/??/92)   67.093  (m)          220.12   (f) ADJ UNCH    2 0
 BL1419
 BL1419.Superseded values are not recommended for survey control.
 BL1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1419.See file dsdata.txt to determine how the superseded data were derived.
 BL1419
 BL1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP467341(NAD 83)
 BL1419_MARKER: DR = REFERENCE MARK DISK
 BL1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1419_STAMPING: TOMBALL NO 2 1952
 BL1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1419+STABILITY: SURFACE MOTION
 BL1419
 BL1419  HISTORY     - Date     Condition        Report By
 BL1419  HISTORY     - 1952     MONUMENTED       CGS
 BL1419  HISTORY     - 1954     GOOD             NGS
 BL1419  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1419
 BL1419                          STATION DESCRIPTION
 BL1419
 BL1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1419'1.65 MI NW FROM TOMBALL.
 BL1419'1.1 MILES NORTHWEST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM
 BL1419'THE STATION AT TOMBALL, THENCE 0.45 MILE SOUTHWEST ALONG A DIRT ROAD,
 BL1419'THENCE 0.1 MILE SOUTH ALONG A DIRT ROAD, 74.6 FEET SOUTHWEST OF
 BL1419'TRIANGULATION STATION TOMBALL 1952, 30 FEET WEST OF THE CENTER LINE OF
 BL1419'A ROAD, 2 FEET EAST OF A FENCE, 150 FEET WEST OF TWO OIL TANKS, SET IN
 BL1419'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BL1419
 BL1419                          STATION RECOVERY (1993)
 BL1419
 BL1419'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0877 ***********************************************************************
 GK0877  DESIGNATION -  TOMLINSON
 GK0877  PID         -  GK0877
 GK0877  STATE/COUNTY-  TX/HANSFORD
 GK0877  USGS QUAD   -  KIMBALL (1974)
 GK0877
 GK0877                         *CURRENT SURVEY CONTROL
 GK0877  ___________________________________________________________________
 GK0877* NAD 83(1993)-  36 20 34.09899(N)    101 16 25.89946(W)     ADJUSTED  
 GK0877* NAVD 88     -      1160.     (meters)    3806.     (feet)  SCALED    
 GK0877  ___________________________________________________________________
 GK0877  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 GK0877  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GK0877
 GK0877  HORZ ORDER  -  FIRST
 GK0877
 GK0877.The horizontal coordinates were established by classical geodetic methods
 GK0877.and adjusted by the National Geodetic Survey in February 1996..
 GK0877
 GK0877.The orthometric height was scaled from a topographic map.
 GK0877
 GK0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0877
 GK0877.The geoid height was determined by GEOID03.
 GK0877
 GK0877;                    North         East     Units Scale Factor Converg.
 GK0877;SPC TX N     - 1,259,940.066   220,301.738   MT  1.00004110   +0 07 51.8
 GK0877;SPC TX N     - 4,133,653.37    722,773.29   sFT  1.00004110   +0 07 51.8
 GK0877;UTM  14      - 4,024,372.043   295,936.849   MT  1.00011309   -1 20 52.8
 GK0877
 GK0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0877!SPC TX N     -   0.99982215  x   1.00004110  =   0.99986324
 GK0877!UTM  14      -   0.99982215  x   1.00011309  =   0.99993522
 GK0877
 GK0877|---------------------------------------------------------------------|
 GK0877| PID    Reference Object                     Distance      Geod. Az  |
 GK0877|                                                           dddmmss.s |
 GK0877| CM9354 TOMLINSON RM 1                       55.531 METERS 17617     |
 GK0877| CM9353 TOMLINSON AZ MK                                    1800934.6 |
 GK0877| CM9355 TOMLINSON RM 2                       21.465 METERS 26125     |
 GK0877|---------------------------------------------------------------------|
 GK0877
 GK0877                          SUPERSEDED SURVEY CONTROL
 GK0877
 GK0877  NAD 83(1993)-  36 20 34.09856(N)    101 16 25.90023(W) AD(       ) 1
 GK0877  NAD 83(1986)-  36 20 34.10674(N)    101 16 25.88606(W) AD(       ) 1
 GK0877  NAD 27      -  36 20 33.99800(N)    101 16 24.31800(W) AD(       ) 1
 GK0877
 GK0877.Superseded values are not recommended for survey control.
 GK0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0877.See file dsdata.txt to determine how the superseded data were derived.
 GK0877
 GK0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9593724372(NAD 83)
 GK0877_MARKER: DS = TRIANGULATION STATION DISK
 GK0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0877
 GK0877  HISTORY     - Date     Condition        Report By
 GK0877  HISTORY     - 1952     MONUMENTED       CGS
 GK0877  HISTORY     - 1961     GOOD             CGS
 GK0877
 GK0877                          STATION DESCRIPTION
 GK0877
 GK0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0877'THE STATION IS LOCATED ALONG THE EAST SIDE OF A PAVED ROAD
 GK0877'AND JUST NORTH OF A DIRT CROSS ROAD.  IT IS ABOUT 8-1/2 MILES
 GK0877'AIRLINE NORTHEAST OF GRUVER, ABOUT 11 MILES AIRLINE NORTH-NORTHWEST
 GK0877'OF SPEARMAN, AND 5-1/2 MILES AIRLINE SOUTHEAST OF THE BERNSTEIN
 GK0877'RAILROAD SIDING.
 GK0877'
 GK0877'THE STATION IS 30 FEET EAST OF THE CENTER LINE OF THE PAVED
 GK0877'ROAD, 9 FEET WEST OF THE FENCE AROUND MR. TOMLINSONS FARM
 GK0877'YARD, 3.2 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.  IT
 GK0877'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 GK0877'THAT IS 16 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  THE
 GK0877'DISK IS STAMPED--TOMLINSON 1952.
 GK0877'
 GK0877'REFERENCE MARK NUMBER ONE IS 40 FEET EAST OF THE CENTER LINE
 GK0877'OF THE PAVED ROAD, 2-1/2 FEET SOUTHWEST OF A FENCE CORNER,
 GK0877'66 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, AND ABOUT
 GK0877'1-1/2 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK SET
 GK0877'IN THE TOP OF A ROUND CONCRETE POST THAT IS 10 INCHES IN
 GK0877'DIAMETER AND PROJECTS 6 INCHES.  THE DISK IS STAMPED--TOMLINSON
 GK0877'NO 1 1952.
 GK0877'
 GK0877'REFERENCE MARK NUMBER TWO IS 39 FEET WEST OF THE CENTER LINE
 GK0877'OF THE PAVED ROAD, 22 FEET NORTH OF THE NORTHEAST CORNER OF
 GK0877'A SMALL FARM HOUSE, 1 FOOT NORTH OF A FENCE CORNER, AND ABOUT
 GK0877'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 GK0877'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10 INCHES
 GK0877'IN DIAMETER AND PROJECTS 6 INCHES.  THE DISK IS
 GK0877'STAMPED--TOMLINSON NO 2 1952.
 GK0877'
 GK0877'THE AZIMUTH MARK IS 41 FEET WEST OF THE CENTER LINE OF THE
 GK0877'PAVED ROAD, AND 3 FEET NORTH OF A POWERLINE POLE.  IT IS A
 GK0877'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 GK0877'10 INCHES IN DIAMETER AND PROJECTS 6 INCHES.  THE DISK IS
 GK0877'STAMPED--TOMLINSON 1952.  TO REACH THE MARK FROM THE STATION
 GK0877'GO SOUTH ON THE PAVED ROAD FOR 0.85 MILE TO THE MARK ON THE
 GK0877'RIGHT.
 GK0877'
 GK0877'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117
 GK0877'AND STATE ROUTE 282 IN SPEARMAN GO WEST ON STATE ROUTE 282
 GK0877'FOR 2.0 MILES TO A PAVED T-ROAD RIGHT.  TURN RIGHT, NORTH,
 GK0877'AND GO 8.4 MILES TO A T-ROAD LEFT.  TURN LEFT, WEST, AND GO
 GK0877'1.0 MILE TO A T-ROAD RIGHT.  TURN RIGHT, NORTH, AND GO 2.9
 GK0877'MILES TO A CROSS ROAD AND THE STATION ON THE RIGHT.
 GK0877'
 GK0877'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GK0877
 GK0877                          STATION RECOVERY (1961)
 GK0877
 GK0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELJ)
 GK0877'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 GK0877'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 GK0877'SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0559 ***********************************************************************
 DP0559  DESIGNATION -  TONGUE
 DP0559  PID         -  DP0559
 DP0559  STATE/COUNTY-  TX/MOTLEY
 DP0559  USGS QUAD   -  CHINA CANYON (1981)
 DP0559
 DP0559                         *CURRENT SURVEY CONTROL
 DP0559  ___________________________________________________________________
 DP0559* NAD 83(1993)-  33 59 31.44524(N)    100 36 50.64492(W)     ADJUSTED  
 DP0559* NAVD 88     -       679.     (meters)    2228.     (feet)  SCALED    
 DP0559  ___________________________________________________________________
 DP0559  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DP0559  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DP0559
 DP0559  HORZ ORDER  -  SECOND
 DP0559
 DP0559.The horizontal coordinates were established by classical geodetic methods
 DP0559.and adjusted by the National Geodetic Survey in February 1996..
 DP0559
 DP0559.The orthometric height was scaled from a topographic map.
 DP0559
 DP0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0559
 DP0559.The geoid height was determined by GEOID03.
 DP0559
 DP0559;                    North         East     Units Scale Factor Converg.
 DP0559;SPC TXNC     - 2,259,842.420   404,685.905   MT  1.00000718   -1 09 10.8
 DP0559;SPC TXNC     - 7,414,166.34  1,327,707.01   sFT  1.00000718   -1 09 10.8
 DP0559;UTM  14      - 3,762,450.651   350,923.011   MT  0.99987396   -0 54 09.2
 DP0559
 DP0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0559!SPC TXNC     -   0.99989770  x   1.00000718  =   0.99990488
 DP0559!UTM  14      -   0.99989770  x   0.99987396  =   0.99977167
 DP0559
 DP0559|---------------------------------------------------------------------|
 DP0559| PID    Reference Object                     Distance      Geod. Az  |
 DP0559|                                                           dddmmss.s |
 DP0559| CX8842 TONGUE RM 1                          20.379 METERS 03108     |
 DP0559| CX8841 TONGUE AZ MK                                       2935305.0 |
 DP0559| CX8843 TONGUE RM 2                          18.898 METERS 29923     |
 DP0559|---------------------------------------------------------------------|
 DP0559
 DP0559                          SUPERSEDED SURVEY CONTROL
 DP0559
 DP0559  NAD 83(1993)-  33 59 31.44732(N)    100 36 50.64397(W) AD(       ) 2
 DP0559  NAD 83(1986)-  33 59 31.45090(N)    100 36 50.63810(W) AD(       ) 2
 DP0559  NAD 27      -  33 59 31.17134(N)    100 36 49.18686(W) AD(       ) 2
 DP0559
 DP0559.Superseded values are not recommended for survey control.
 DP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0559.See file dsdata.txt to determine how the superseded data were derived.
 DP0559
 DP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC5092362451(NAD 83)
 DP0559_MARKER: DS = TRIANGULATION STATION DISK
 DP0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0559
 DP0559  HISTORY     - Date     Condition        Report By
 DP0559  HISTORY     - 1965     MONUMENTED       CGS
 DP0559
 DP0559                          STATION DESCRIPTION
 DP0559
 DP0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 DP0559'THE STATION IS ABOUT 15 MILES NORTHEAST OF ROARING SPRINGS, 12 MILES
 DP0559'EAST OF MATADOR AND 1/2 MILE SOUTH OF U.S. HIGHWAYS 62 AND 70, ON
 DP0559'TOP OF A SMALL, BARE KNOLL.
 DP0559'
 DP0559'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62, 70 AND
 DP0559'STATE HIGHWAY 70 AT THE WEST EDGE OF MATADOR, GO EAST ON U.S.
 DP0559'HIGHWAYS 62 AND 70 FOR 11.0 MILES TO A ROADSIDE PARK ON THE LEFT.
 DP0559'CONTINUE EAST ON THE HIGHWAY FOR 0.95 MILE TO THE AZIMUTH MARK ON
 DP0559'THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 1.95 MILES TO
 DP0559'THREE METAL GATES ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE
 DP0559'EASTERLY GATE, AND GO SOUTH ON TRACK ROAD FOR 0.3 MILE TO A FORK,
 DP0559'JUST AFTER PASSING A SMALL FARM HOUSE ON THE RIGHT.  TAKE THE LEFT
 DP0559'FORK FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 DP0559'SOUTHERLY FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH GATE, TURN
 DP0559'SHARP RIGHT AND GO NORTH ON THE WEST SIDE OF A FENCELINE FOR 0.2
 DP0559'MILE TO A WINDMILL AND WATER TANK.  TURN LEFT AND FOLLOW OLD ROAD
 DP0559'BED NORTHWESTERLY AND WESTERLY FOR 0.55 MILE TO AN OLD CROSSROAD.
 DP0559'CONTINUE WEST ON OLD ROAD BED FOR 0.35 MILE.  TURN LEFT, LEAVING
 DP0559'OLD ROAD BED AND GO SOUTH FOR 0.3 MILE TO THE TOP OF THE KNOLL AND
 DP0559'THE STATION.
 DP0559'
 DP0559'STATION MARK IS A STANDARD DISK, STAMPED TONGUE 1964, SET IN THE TOP
 DP0559'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 DP0559'INCHES.  IT IS 6 FEET NORTH-NORTHEAST OF A WITNESS POST.
 DP0559'
 DP0559'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TONGUE NO 1 1964, SET IN
 DP0559'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0559'PROJECTS 1 INCH.  IT IS 72 FEET NORTHEAST OF THE WITNESS POST AND
 DP0559'ABOUT THE SAME ELEVATION AS THE STATION.
 DP0559'
 DP0559'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TONGUE NO 2 1964, SET
 DP0559'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0559'PROJECTS 3 INCHES.  IT IS 65 FEET NORTHWEST OF THE WITNESS POST AND
 DP0559'ABOUT THE SAME ELEVATION AS THE STATION.
 DP0559'
 DP0559'AZIMUTH MARK IS A STANDARD DISK, STAMPED TONGUE 1964, SET IN THE TOP
 DP0559'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 DP0559'INCHES.  IT IS 50 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAYS
 DP0559'62 AND 70, 3 FEET NORTHWEST OF A WITNESS POST AND 2 FEET SOUTHEAST
 DP0559'OF THE SOUTH GATE POST OF A WIRE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2622 ***********************************************************************
 CS2622  DESIGNATION -  TOOL
 CS2622  PID         -  CS2622
 CS2622  STATE/COUNTY-  TX/HENDERSON
 CS2622  USGS QUAD   -  TOOL (1981)
 CS2622
 CS2622                         *CURRENT SURVEY CONTROL
 CS2622  ___________________________________________________________________
 CS2622* NAD 83(1993)-  32 16 56.30212(N)    096 10 19.50235(W)     ADJUSTED  
 CS2622* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 CS2622  ___________________________________________________________________
 CS2622  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CS2622  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS2622
 CS2622  HORZ ORDER  -  FIRST
 CS2622
 CS2622.The horizontal coordinates were established by classical geodetic methods
 CS2622.and adjusted by the National Geodetic Survey in February 1996..
 CS2622
 CS2622.The orthometric height was scaled from a topographic map.
 CS2622
 CS2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2622
 CS2622.The geoid height was determined by GEOID03.
 CS2622
 CS2622;                    North         East     Units Scale Factor Converg.
 CS2622;SPC TXNC     - 2,070,699.132   819,269.173   MT  0.99996207   +1 16 10.7
 CS2622;SPC TXNC     - 6,793,618.74  2,687,885.61   sFT  0.99996207   +1 16 10.7
 CS2622;UTM  14      - 3,575,240.080   766,336.906   MT  1.00047486   +1 30 40.5
 CS2622
 CS2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2622!SPC TXNC     -   0.99998594  x   0.99996207  =   0.99994801
 CS2622!UTM  14      -   0.99998594  x   1.00047486  =   1.00046079
 CS2622
 CS2622:                Primary Azimuth Mark                     Grid Az
 CS2622:SPC TXNC     -  MABANK MUNICIPAL TANK                    034 50 01.0
 CS2622:UTM  14      -  MABANK MUNICIPAL TANK                    034 35 31.2
 CS2622
 CS2622|---------------------------------------------------------------------|
 CS2622| PID    Reference Object                     Distance      Geod. Az  |
 CS2622|                                                           dddmmss.s |
 CS2622| CS2620 MABANK MUNICIPAL TANK               APPROX.11.6 KM 0360611.7 |
 CS2622| CY2483 TOOL RM 1                            31.552 METERS 09113     |
 CS2622| CS2632 MALAKOFF FUEL CO WATER TANK         APPROX.18.9 KM 1233524.0 |
 CS2622| CY2482 TOOL AZ MK                                         2430740.9 |
 CS2622| CY2484 TOOL RM 2                            39.581 METERS 33723     |
 CS2622|---------------------------------------------------------------------|
 CS2622
 CS2622                          SUPERSEDED SURVEY CONTROL
 CS2622
 CS2622  NAD 83(1986)-  32 16 56.30929(N)    096 10 19.48585(W) AD(       ) 1
 CS2622  NAD 27      -  32 16 55.78100(N)    096 10 18.57800(W) AD(       ) 1
 CS2622
 CS2622.Superseded values are not recommended for survey control.
 CS2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2622.See file dsdata.txt to determine how the superseded data were derived.
 CS2622
 CS2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6633775240(NAD 83)
 CS2622_MARKER: DS = TRIANGULATION STATION DISK
 CS2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2622
 CS2622  HISTORY     - Date     Condition        Report By
 CS2622  HISTORY     - 1947     MONUMENTED       CGS
 CS2622
 CS2622                          STATION DESCRIPTION
 CS2622
 CS2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2622'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE TOOLE STORE
 CS2622'AND 7 MILES SOUTHWEST OF THE TOWN OF MABANK, IN THE SOUTHEAST
 CS2622'CORNER OF A BARNYARD ON LAND OWNED BY A MR. WHITE.  IT IS 70.5
 CS2622'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE,
 CS2622'18 FEET NORTHWEST OF A FENCE CORNER AND 31 FEET NORTH OF
 CS2622'THE CENTER OF A DIRT ROAD.  IT IS STAMPED TOOL 1947 AND IS
 CS2622'FLUSH WITH THE SURFACE OF THE GROUND.
 CS2622'
 CS2622'REFERENCE MARK NO. 1 IS LOCATED AT THE EAST EDGE OF THE
 CS2622'FARMYARD, 31 FEET NORTH OF THE CENTER OF A DIRT ROAD, 13 FEET
 CS2622'NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH
 CS2622'FENCE LINE.  IT IS STAMPED TOOL NO 1 1947 AND PROJECTS
 CS2622'6 INCHES.
 CS2622'
 CS2622'REFERENCE MARK NO. 2 IS LOCATED AT THE NORTH EDGE OF THE
 CS2622'BARNYARD, 42 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 CS2622'OF AN OLD BARN, 1.5 FEET WEST OF THE WEST SIDE OF A GATE
 CS2622'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 CS2622'TOOL NO 2 1947 AND PROJECTS 6 INCHES.
 CS2622'
 CS2622'AZIMUTH MARK IS LOCATED AT THE WEST EDGE OF A PASTURE, 21
 CS2622'FEET EAST OF THE CENTER OF A DIRT ROAD AND 2 FEET NORTH
 CS2622'OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 2 FEET.
 CS2622'IT IS STAMPED TOOL 1947 AND PROJECTS 6 INCHES.
 CS2622'
 CS2622'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 274
 CS2622'(0.5 MILE NORTH OF TRINIDAD) GO NORTH ON HIGHWAY 274 FOR 9 MILES.
 CS2622'CONTINUE ON DIRT ROAD FOR 0.3 MILE TO A CROSSROAD, TURN RIGHT
 CS2622'AND GO 0.8 MILE TO A SIDE ROAD RIGHT JUST AFTER PASSING THE
 CS2622'TOOLE STORE.  TURN RIGHT, NORTH, FOR 0.75 MILE TO THE AZIMUTH
 CS2622'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.2 MILE
 CS2622'TO A T-ROAD, TURN RIGHT FOR 0.4 MILE TO A FARMHOUSE AND THE
 CS2622'STATION ON THE LEFT AS DESCRIBED.
 CS2622'
 CS2622'AN 87 FOOT SIGNAL AT EUSTACE IS VISIBLE AT 37 FEET.
 CS2622'
 CS2622'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 37 FEET.
 CS2622'
 CS2622'AN 87 FOOT SIGNAL AT SANDERS IS VISIBLE AT 37 FEET.
 CS2622'
 CS2622'A 100 FOOT SIGNAL AT CAT IS V.G.
 CS2622'
 CS2622'AN 87 FOOT SIGNAL AT RUSH IS VISIBLE AT 50 FEET.
 CS2622'
 CS2622'A 100 FOOT SIGNAL AT BAZETTE IS VISIBLE AT 37 FEET.
 CS2622'
 CS2622'A 100 FOOT SIGNAL AT GRAY IS VISIBLE AT 37 FEET.
 CS2622'
 CS2622'A 100 FOOT SIGNAL AT CONEY IS VISIBLE AT 37 FEET.
 CS2622'
 CS2622'A 100 FOOT SIGNAL AT ALEY IS VISIBLE AT 37 FEET.
 CS2622'
 CS2622'AN 87 FOOT SIGNAL AT CEDAR IS VISIBLE AT 50 FEET.
 CS2622'
 CS2622'AN 87 FOOT SIGNAL AT LACY IS VISIBLE AT 37 FEET.
 CS2622'
 CS2622'AN 87 FOOT SIGNAL AT MABANK IS VISIBLE AT 37 FEET.
 CS2622'
 CS2622'AN 87 FOOT SIGNAL AT TWIN IS VISIBLE AT 37 FEET.
 CS2622'
 CS2622'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1224 ***********************************************************************
 AJ1224  DESIGNATION -  TOP
 AJ1224  PID         -  AJ1224
 AJ1224  STATE/COUNTY-  TX/DUVAL
 AJ1224  USGS QUAD   -  SAN JOSE (1968)
 AJ1224
 AJ1224                         *CURRENT SURVEY CONTROL
 AJ1224  ___________________________________________________________________
 AJ1224* NAD 83(1993)-  27 37 27.91396(N)    098 22 07.82487(W)     ADJUSTED  
 AJ1224* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 AJ1224  ___________________________________________________________________
 AJ1224  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AJ1224  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AJ1224
 AJ1224  HORZ ORDER  -  THIRD
 AJ1224
 AJ1224.The horizontal coordinates were established by classical geodetic methods
 AJ1224.and adjusted by the National Geodetic Survey in February 1996..
 AJ1224
 AJ1224.The orthometric height was scaled from a topographic map.
 AJ1224
 AJ1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1224
 AJ1224.The geoid height was determined by GEOID03.
 AJ1224
 AJ1224;                    North         East     Units Scale Factor Converg.
 AJ1224;SPC TX S     - 5,216,913.799   312,944.971   MT  0.99995377   +0 03 34.4
 AJ1224;SPC TX S     -17,115,824.69  1,026,720.29   sFT  0.99995377   +0 03 34.4
 AJ1224;UTM  14      - 3,055,757.682   562,271.774   MT  0.99964786   +0 17 33.6
 AJ1224
 AJ1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1224!SPC TX S     -   0.99998270  x   0.99995377  =   0.99993647
 AJ1224!UTM  14      -   0.99998270  x   0.99964786  =   0.99963057
 AJ1224
 AJ1224:                Primary Azimuth Mark                     Grid Az
 AJ1224:SPC TX S     -  TOP AZ MK                                038 17 24.7
 AJ1224:UTM  14      -  TOP AZ MK                                038 03 25.5
 AJ1224
 AJ1224|---------------------------------------------------------------------|
 AJ1224| PID    Reference Object                     Distance      Geod. Az  |
 AJ1224|                                                           dddmmss.s |
 AJ1224| CV3517 TOP AZ MK                                          0382059.1 |
 AJ1224| CV3518 TOP RM 1                             13.513 METERS 03846     |
 AJ1224| CV3519 TOP RM 2                             10.541 METERS 12332     |
 AJ1224| AJ1225 BENAVIDES MUNICIPAL TANK            APPROX. 5.7 KM 2350853.9 |
 AJ1224|---------------------------------------------------------------------|
 AJ1224
 AJ1224                          SUPERSEDED SURVEY CONTROL
 AJ1224
 AJ1224  NAD 83(1986)-  27 37 27.92049(N)    098 22 07.80031(W) AD(       ) 3
 AJ1224  NAD 27      -  27 37 26.81000(N)    098 22 06.77060(W) AD(       ) 3
 AJ1224
 AJ1224.Superseded values are not recommended for survey control.
 AJ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1224.See file dsdata.txt to determine how the superseded data were derived.
 AJ1224
 AJ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6227255758(NAD 83)
 AJ1224_MARKER: DS = TRIANGULATION STATION DISK
 AJ1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1224
 AJ1224  HISTORY     - Date     Condition        Report By
 AJ1224  HISTORY     - 1961     MONUMENTED       CGS
 AJ1224  HISTORY     - 20021120 MARK NOT FOUND   INDIV
 AJ1224
 AJ1224                          STATION DESCRIPTION
 AJ1224
 AJ1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1224'THE STATION IS APPROXIMATELY 2-1/2 MILE EAST AND 1-3/4 MILES
 AJ1224'NORTH OF BENAVIDES, ON THE SOUTHEAST SIDE OF STATE HIGHWAY
 AJ1224'359 RIGHT-OF-WAY.
 AJ1224'
 AJ1224'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 359 AND
 AJ1224'339 IN BENAVIDES, GO NORTHEAST ON HIGHWAY 359 FOR 2.3 MILES
 AJ1224'TO THE BRIDGE OVER PIEDRAS PINTOS CREEK.  CONTINUE SOUTHEAST
 AJ1224'ON HIGHWAY 359 FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 AJ1224'CONTINUE NORTHEAST ON HIGHWAY 359 FOR 0.4 MILE TO THE AZIMUTH
 AJ1224'MARK ON THE LEFT.
 AJ1224'
 AJ1224'STATION MARKS ARE STANDARD DISKS STAMPED TOP 1961.  THE SURFACE
 AJ1224'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1224'IT IS 56 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 359,
 AJ1224'14 FEET WEST OF A POWER POLE, 5.5 FEET SOUTHEAST OF A WIRE
 AJ1224'FENCE AND 5 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 AJ1224'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 18 INCHES BELOW
 AJ1224'THE SURFACE OF THE GROUND.
 AJ1224'
 AJ1224'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TOP NO 1 1961,
 AJ1224'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1224'IT IS 54 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 359,
 AJ1224'41 FEET NORTH OF A POWER POLE AND 3 FEET SOUTHEAST OF THE
 AJ1224'FENCE.
 AJ1224'
 AJ1224'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TOP NO 2 1961,
 AJ1224'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 AJ1224'IS 100 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 359,
 AJ1224'40 FEET SOUTHEAST OF THE FENCE AND 21 FEET SOUTHEAST OF
 AJ1224'THE POWER POLE.
 AJ1224'
 AJ1224'AZIMUTH MARK, A STANDARD DISK STAMPED TOP 1961, IS SET IN A
 AJ1224'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 61 FEET
 AJ1224'NORTHWEST OF THE CENTER LINE OF HIGHWAY 359, 10.5 FEET NORTHWEST
 AJ1224'OF A METAL WITNESS POST AND 10 FEET NORTHWEST OF A WIRE FENCE.
 AJ1224'
 AJ1224'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1224
 AJ1224                          STATION RECOVERY (2002)
 AJ1224
 AJ1224'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRP)
 AJ1224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1154 ***********************************************************************
 CA1154  DESIGNATION -  TOP
 CA1154  PID         -  CA1154
 CA1154  STATE/COUNTY-  TX/COLEMAN
 CA1154  USGS QUAD   -  NOVICE EAST (1987)
 CA1154
 CA1154                         *CURRENT SURVEY CONTROL
 CA1154  ___________________________________________________________________
 CA1154* NAD 83(1993)-  31 55 12.05114(N)    099 36 47.41885(W)     ADJUSTED  
 CA1154* NAVD 88     -       684.     (meters)    2244.     (feet)  SCALED    
 CA1154  ___________________________________________________________________
 CA1154  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 CA1154  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CA1154
 CA1154  HORZ ORDER  -  SECOND
 CA1154
 CA1154.The horizontal coordinates were established by classical geodetic methods
 CA1154.and adjusted by the National Geodetic Survey in February 1996..
 CA1154
 CA1154.The orthometric height was scaled from a topographic map.
 CA1154
 CA1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1154
 CA1154.The geoid height was determined by GEOID03.
 CA1154
 CA1154;                    North         East     Units Scale Factor Converg.
 CA1154;SPC TX C     - 3,250,028.149   768,109.535   MT  1.00001006   +0 22 15.3
 CA1154;SPC TX C     -10,662,800.69  2,520,039.37   sFT  1.00001006   +0 22 15.3
 CA1154;UTM  14      - 3,531,733.936   442,031.922   MT  0.99964144   -0 19 27.2
 CA1154
 CA1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1154!SPC TX C     -   0.99989664  x   1.00001006  =   0.99990670
 CA1154!UTM  14      -   0.99989664  x   0.99964144  =   0.99953812
 CA1154
 CA1154|---------------------------------------------------------------------|
 CA1154| PID    Reference Object                     Distance      Geod. Az  |
 CA1154|                                                           dddmmss.s |
 CA1154| CV5616 TOP RM 1                             20.251 METERS 14055     |
 CA1154| CV5615 TOP AZ MK                                          1871922.4 |
 CA1154| CV5617 TOP RM 2                             22.791 METERS 27450     |
 CA1154|---------------------------------------------------------------------|
 CA1154
 CA1154                          SUPERSEDED SURVEY CONTROL
 CA1154
 CA1154  NAD 83(1986)-  31 55 12.05872(N)    099 36 47.40525(W) AD(       ) 2
 CA1154  NAD 27      -  31 55 11.53900(N)    099 36 46.14700(W) AD(       ) 2
 CA1154
 CA1154.Superseded values are not recommended for survey control.
 CA1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1154.See file dsdata.txt to determine how the superseded data were derived.
 CA1154
 CA1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA4203231734(NAD 83)
 CA1154_MARKER: DS = TRIANGULATION STATION DISK
 CA1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1154
 CA1154  HISTORY     - Date     Condition        Report By
 CA1154  HISTORY     - 1944     MONUMENTED       CGS
 CA1154  HISTORY     - 1961     GOOD             CGS
 CA1154
 CA1154                          STATION DESCRIPTION
 CA1154
 CA1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1154'STATION IS LOCATED ABOUT 4.0 MILES N AND 1.5 MILES E OF GLEN
 CA1154'COVE, 4.5 MILES S AND 0.5 MILE W OF NOVICE, AND ON THE HIGHEST
 CA1154'POINT OF THE RIDGE BETWEEN NOVICE AND GLEN COVE.  IT IS ON
 CA1154'LAND OWNED BY JAMES MC CORD AND LEASED BY OSCAR WYATT.  IT IS
 CA1154'ABOUT 1.5 MILES NE OF THE WYATT RANCH HOUSE, 4 FEET S OF AN
 CA1154'E-W FENCE LINE, AND 40 FEET W OF A FENCE CORNER.  THE DISK IS
 CA1154'STAMPED TOP 1944 AND PROJECTS 4 INCHES.
 CA1154'
 CA1154'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 CA1154'SET IN CONCRETE.
 CA1154'
 CA1154'REFERENCE MARK 1 IS SSE OF THE STATION AND 1 FOOT W OF THE
 CA1154'N-S FENCE LINE.  IT IS STAMPED TOP NO 1 1944 AND PROJECTS
 CA1154'6 INCHES.
 CA1154'
 CA1154'REFERENCE MARK 2 IS W OF THE STATION AND 1 FOOT S OF THE E-W
 CA1154'FENCE LINE.  IT IS STAMPED TOP NO 2 1944 AND PROJECTS 6
 CA1154'INCHES.
 CA1154'
 CA1154'AZIMUTH MARK IS ABOUT 2.0 MILES S OF THE STATION, 0.3 MILE
 CA1154'SE OF THE WYATT RANCH HOUSE, 0.4 MILE N OF THE WIRE GATE INTO
 CA1154'THE WYATT RANCH, AND 75 FEET E OF THE RANCH ROAD.  THE DISK
 CA1154'IS SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED TOP
 CA1154'1944 AND SET FLUSH WITH THE ROCK SURFACE.  IT IS A BRONZE
 CA1154'AZIMUTH DISK.
 CA1154'
 CA1154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67,
 CA1154'84, AND 183 IN COLEMAN, GO W ON HIGHWAYS 84 AND 183 (WHICH IS
 CA1154'WEST WALNUT STREET AND THE GLEN COVE ROAD) FOR 10.8 MILES TO A
 CA1154'T-INTERSECTION AND SCHOOLHOUSE JUST W OF THE INTERSECTION.
 CA1154'TURN RIGHT AND GO N ON GRADED DIRT ROAD FOR 0.8 MILE TO A FORK.
 CA1154'BEAR LEFT ON GRADED DIRT ROAD FOR 1.8 MILES TO CROSSROADS
 CA1154'ABOUT 1.0 MILE E OF GLEN COVE.  (THERE IS ONE LARGE AND ONE
 CA1154'SMALL MAIL BOX IN THE CENTER OF THE INTERSECTION.) TURN RIGHT
 CA1154'AND GO N ON DIRT ROAD JUST E OF FENCE LINE FOR 1.0 MILE
 CA1154'TO RANCH HOUSE AND TWO BOARD GATES JUST E OF THE HOUSE, PASS
 CA1154'THROUGH THE RIGHT-HAND GATE AND FOLLOW RANCH ROAD FOR 1.2
 CA1154'MILES TO A WIRE GATE, PASS THROUGH WIRE GATE AND CONTINUE ON
 CA1154'RANCH ROAD IN A N DIRECTION FOR 0.4 MILE TO THE AZIMUTH MARK ON
 CA1154'THE RIGHT.  CONTINUE STRAIGHT AHEAD ON RANCH ROAD FOR 0.3 MILE
 CA1154'TO THE WYATT RANCH HOUSE, CONTINUE STRAIGHT AHEAD N
 CA1154'THROUGH THE CORRAL, PASSING THROUGH BOARD GATE JUST E OF THE
 CA1154'WINDMILL, JOG RIGHT AND CONTINUE N THROUGH STOCK LANE FOR
 CA1154'ABOUT 0.25 MILE TO THE TOP OF THE FIRST RIDGE.  BEAR RIGHT
 CA1154'AND FOLLOW DIM TRACK ROAD IN A N DIRECTION FOR 0.8 MILE TO A
 CA1154'TRIANGULAR BLAZE ON A CROOKED 14-INCH OAK TREE ON THE
 CA1154'LEFT.  BEAR RIGHT AND FOLLOW DIM TRACK ROAD IN A NE
 CA1154'DIRECTION FOR ABOUT 0.8 MILE TO THE FENCE CORNER AND
 CA1154'STATION.
 CA1154'
 CA1154'OBSERVATIONS MADE FROM A 50-FOOT TOWER.
 CA1154'
 CA1154'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 CA1154
 CA1154                          STATION RECOVERY (1961)
 CA1154
 CA1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1154'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 CA1154'MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 CA1154'CONDITION.  THE DISTANCE AND DIRECTIONS WERE VERIFIED.
 CA1154'
 CA1154'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 CA1154'
 CA1154'THE STATION IS APPROXIMATELY 5 MILES SOUTH OF NOVICE, 4 MILES
 CA1154'NORTHEAST OF GLEN COVE, ON HIGHEST POINT OF A RIDGE AND ON
 CA1154'PROPERTY OWNED BY MR. JAMES MC CORD.
 CA1154'
 CA1154'TO REACH THE STATION FROM THE POST OFFICE IN GLEN COVE, GO
 CA1154'EAST ON FARM ROAD 53 FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.
 CA1154'TURN LEFT AND GO NORTH ON A DIRT ROAD FOR 1.0 MILE TO A CATTLE
 CA1154'GUARD ON THE LEFT AND AN ALUMINUM GATE ON THE RIGHT JUST
 CA1154'EAST OF A WHITE HOUSE.  PASS THROUGH THE GATE AND CONTINUE
 CA1154'NORTH ON A DIRT ROAD FOR 1.0 MILE TO AN ALUMINUM GATE.  PASS
 CA1154'THROUGH THE GATE AND GO NORTH AND WEST FOR 0.3 MILE TO THE
 CA1154'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH AND WEST ON THE
 CA1154'DIRT ROAD FOR 0.4 MILE TO SEVERAL RANCH BUILDINGS AND CORRAL
 CA1154'ON THE LEFT AND A BOARD GATE ON THE RIGHT JUST EAST OF A
 CA1154'WINDMILL.  PASS THROUGH THE GATE AND BEAR NORTHWEST FOR
 CA1154'APPROXIMATELY 75 FEET TO A BOARD GATE.  PASS THROUGH THE
 CA1154'GATE AND CONTINUE NORTH ON A LANE FOR 0.25 MILE TO A FENCE
 CA1154'CORNER ON THE LEFT.  CONTINUE NORTH AND WEST UP HILL ON A DIM
 CA1154'TRACK ROAD FOR 0.2 MILE TO A LARGE CONCRETE BLOCK ON THE
 CA1154'LEFT AND ROAD FORK.  TURN RIGHT AND GO EAST ON A DIM
 CA1154'TRACK ROAD FOR 0.2 MILE TO A ROAD FORK APPROXIMATELY 0.1
 CA1154'MILE WEST OF A FENCE CORNER.  TURN LEFT ON A DIM TRACK ROAD
 CA1154'AND GO NORTH AND NORTHEAST FOR 0.3 MILE PASSING TO THE
 CA1154'WEST OF A POND, PICKING WAY THROUGH BRUSH TO A FENCE.  TURN
 CA1154'LEFT AND GO NORTH STAYING ON THE WEST SIDE OF THE FENCE FOR
 CA1154'0.6 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 CA1154'STATION.
 CA1154'
 CA1154'STATION MARK, A STANDARD DISK STAMPED TOP 1944.  THE SURFACE
 CA1154'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CA1154'IT IS 43.5 FEET WEST OF A FENCE CORNER AND 5.5 FEET SOUTH OF
 CA1154'A FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 CA1154'
 CA1154'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TOP NO 1 1944,
 CA1154'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 CA1154'IT IS 1 FOOT WEST OF A FENCE AND IS APPROXIMATELY 1 FOOT
 CA1154'LOWER IN ELEVATION THAN THE STATION.
 CA1154'
 CA1154'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TOP NO 2 1944,
 CA1154'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 CA1154'IT IS 1 FOOT SOUTH OF A FENCE AND IS THE SAME ELEVATION AS
 CA1154'THE STATION.
 CA1154'
 CA1154'AZIMUTH MARK, A STANDARD DISK STAMPED TOP 1944, IS SET IN A
 CA1154'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE OF THE
 CA1154'GROUND.  IT IS 76 FEET EAST OF THE CENTER OF A DIRT ROAD, 25
 CA1154'FEET WEST OF THE CENTER OF A DIRT ROAD AND 2 FEET EAST OF
 CA1154'A METAL WITNESS POST.
 CA1154'
 CA1154'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1100 ***********************************************************************
 CU1100  DESIGNATION -  TOP
 CU1100  PID         -  CU1100
 CU1100  STATE/COUNTY-  TX/HOWARD
 CU1100  USGS QUAD   -  BIG SPRING NORTH NE (1971)
 CU1100
 CU1100                         *CURRENT SURVEY CONTROL
 CU1100  ___________________________________________________________________
 CU1100* NAD 83(1993)-  32 26 42.28906(N)    101 15 53.69060(W)     ADJUSTED  
 CU1100* NAVD 88     -       770.0    (meters)    2526.     (feet)  VERTCON   
 CU1100  ___________________________________________________________________
 CU1100  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CU1100  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CU1100
 CU1100  HORZ ORDER  -  FIRST
 CU1100
 CU1100.The horizontal coordinates were established by classical geodetic methods
 CU1100.and adjusted by the National Geodetic Survey in February 1996..
 CU1100
 CU1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1100
 CU1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1100
 CU1100.The geoid height was determined by GEOID03.
 CU1100
 CU1100;                    North         East     Units Scale Factor Converg.
 CU1100;SPC TXNC     - 2,089,740.124   340,053.207   MT  0.99992826   -1 30 28.7
 CU1100;SPC TXNC     - 6,856,089.06  1,115,657.90   sFT  0.99992826   -1 30 28.7
 CU1100;UTM  14      - 3,592,029.673   287,082.934   MT  1.00015906   -1 12 56.0
 CU1100
 CU1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1100!SPC TXNC     -   0.99988321  x   0.99992826  =   0.99981148
 CU1100!UTM  14      -   0.99988321  x   1.00015906  =   1.00004225
 CU1100
 CU1100|---------------------------------------------------------------------|
 CU1100| PID    Reference Object                     Distance      Geod. Az  |
 CU1100|                                                           dddmmss.s |
 CU1100| CH9780 TOP RM 2                             11.308 METERS 01237     |
 CU1100| CU1078 MORGANS PEAK                        APPROX.23.1 KM 1155308.7 |
 CU1100| CU1103 COAHOMA MUN TANK                    APPROX.16.3 KM 1922501.5 |
 CU1100| CH9777 TOP AZ MK                                          1941654.0 |
 CU1100| CH9778 TOP RM                               16.936 METERS 19508     |
 CU1100| CH9779 TOP RM 1                             17.892 METERS 28526     |
 CU1100| CU1068 MUCHAKOOAGO MUSHAWAY PEAK           APPROX.33.5 KM 3373531.2 |
 CU1100|---------------------------------------------------------------------|
 CU1100
 CU1100                          SUPERSEDED SURVEY CONTROL
 CU1100
 CU1100  NAD 83(1986)-  32 26 42.29466(N)    101 15 53.68232(W) AD(       ) 1
 CU1100  NAD 27      -  32 26 41.88300(N)    101 15 52.24400(W) AD(       ) 1
 CU1100  NGVD 29 (07/19/86)  769.7    (m)         2525.     (f) VERT ANG       
 CU1100
 CU1100.Superseded values are not recommended for survey control.
 CU1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1100.See file dsdata.txt to determine how the superseded data were derived.
 CU1100
 CU1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA8708392030(NAD 83)
 CU1100_MARKER: N = NAIL
 CU1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1100
 CU1100  HISTORY     - Date     Condition        Report By
 CU1100  HISTORY     - 1909     MONUMENTED       CGS
 CU1100  HISTORY     - 1936     MARK NOT FOUND   CGS
 CU1100  HISTORY     - 1937     MARK NOT FOUND   CGS
 CU1100  HISTORY     - 1938     GOOD             TXHD
 CU1100  HISTORY     - 1962     MARK NOT FOUND   USGS
 CU1100
 CU1100                          STATION DESCRIPTION
 CU1100
 CU1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CU1100'TEN MILES N AND 3 MILES E OF COAHOMA, A TOWN ON THE TEXAS
 CU1100'AND PACIFIC RAILWAY, ON THE N END AND HIGHEST POINT OF FLAT
 CU1100'TOP MOUNTAIN AND IN A LARGE PASTURE.  THERE IS AN E AND W WAGON
 CU1100'ROAD ABOUT ONE-FOURTH OF A MILE S OF THE STATION.  SURFACE
 CU1100'MARK IS LARGE NAIL IN IRON PIPE SET IN CONCRETE.  UNDERGROUND
 CU1100'MARK IS SIMILAR TO SURFACE MARK.  REFERENCE MARK, OF SAME
 CU1100'GENERAL TYPE AS STATION MARKS, IS 16.936 METERS (55.56 FEET)
 CU1100'FROM THE STATION.  THE SE POINT
 CU1100'OF THE MOUNTAIN IS ABOUT 400 METERS (1,312 FEET) DISTANT,
 CU1100'S 05 DEG 23 MIN W.  MUCHAKOOAGO (MUSHAWAY) PEAK,
 CU1100'IS DISTANT ABOUT 6.8 MILES, N 22 DEG 24 MIN W.
 CU1100
 CU1100                          STATION RECOVERY (1936)
 CU1100
 CU1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (PCB)
 CU1100'AFTER A CAREFUL SEARCH NEITHER THE STATION MARK NOR THE REFERENCE
 CU1100'MARK COULD BE FOUND.  A HOLE ABOUT ONE FOOT DEEP AND 18 INCHES
 CU1100'IN DIAMETER WITH A VERY SHALLOW DITCH CUT AROUND IT IN THE SHAPE
 CU1100'OF AN ISOSCELES TRIANGLE WAS FOUND, TOGETHER WITH ANOTHER HOLE
 CU1100'AT APPROXIMATELY THE SAME DISTANCE AND AZIMUTH AS GIVEN FOR
 CU1100'THE REFERENCE MARK IN THE DESCRIPTION.  THE UNDERGROUND MARK
 CU1100'WAS NOT SEARCHED FOR.
 CU1100
 CU1100                          STATION RECOVERY (1937)
 CU1100
 CU1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU1100'THE SURFACE MARK AND THE REFERENCE MARK HAVE BEEN REMOVED AND
 CU1100'DESTROYED, BUT THE SUBSURFACE MARK WAS FOUND AS DESCRIBED AND
 CU1100'IN PLACE.  FOLLOWING IS A NEW DESCRIPTION.
 CU1100'
 CU1100'ABOUT 10 MILES N AND 3 MILES E OF THE TOWN OF COAHOMA, NEAR
 CU1100'THE NORTHERN END AND HIGHEST POINT OF FLAT TOP MOUNTAIN, IN
 CU1100'LARGE PASTURE LAND OWNED BY J.B. WHEAT.
 CU1100'
 CU1100'UNDERGROUND MARK, ESTABLISHED 1909, IS A LARGE NAIL IN IRON
 CU1100'PIPE SET IN A MASS OF CONCRETE.  IT IS ABOUT 24 INCHES BELOW
 CU1100'THE SURFACE OF GROUND.  A NEW STATION MARK WAS SET.  IT IS
 CU1100'A STANDARD DISK SET IN A MASS OF CONCRETE 26 INCHES LONG,
 CU1100'24 INCHES SQUARE AT THE BASE AND 12 INCHES SQUARE AT THE TOP
 CU1100'AND PROJECTS ABOUT 6 INCHES.
 CU1100'
 CU1100'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO. 1
 CU1100'IS A STANDARD DISK SET IN THE TOP OF A 4-INCH SOIL PIPE 4
 CU1100'FEET LONG THAT IS EMBEDDED IN A MASS OF CONCRETE AT THE BASE
 CU1100'AND PROJECTS ABOUT 6 INCHES, WNW OF STATION.
 CU1100'
 CU1100'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 4-INCH SOIL
 CU1100'PIPE 5 FEET LONG FILLED WITH CONCRETE AND EMBEDDED IN CONCRETE
 CU1100'AT THE BASE AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND N OF
 CU1100'STATION.
 CU1100'
 CU1100'AZIMUTH MARK WAS ESTABLISHED.  IT IS A STANDARD DISK SET IN
 CU1100'ROCK OUTCROP S OF STATION, AT THE NARROWEST AND LOWEST PART
 CU1100'OF MOUNTAIN ABOUT 200 PACES N OF THE S END OF MOUNTAIN.
 CU1100'
 CU1100'REACHED FROM THE DEPOT IN COAHOMA BY GOING N ON GRADED DIRT
 CU1100'ROAD FOR 7.2 MILES TO T-ROAD.  THENCE RIGHT, E, ON GRADED
 CU1100'DIRT ROAD FOR 3.8 MILES.  THENCE LEFT, N, ON GRADED DIRT ROAD
 CU1100'FOR 1.1 MILES TO WHERE GRADED ROAD TURNS E.  THENCE CONTINUE
 CU1100'STRAIGHT AHEAD THRU GATE AND FOLLOW A TRAIL ROAD N AND W FOR
 CU1100'0.4 MILE TO FARMHOUSE.  KEEP TO RIGHT OF HOUSE, BARN AND CORRAL
 CU1100'FOR 0.1 MILE, TO A GATE ENTERING PASTURE.  PASS THRU GATE AND
 CU1100'FOLLOW TRAIL ROAD N FOR 0.1 MILE TO A FORK.  THENCE RIGHT FORK
 CU1100'N AND NE FOR 1.1 MILES TO SW CORNER OF A FIELD.  THENCE TURN
 CU1100'RIGHT AND FOLLOW A TRAIL ROAD E ALONG THE S SIDE OF FENCE
 CU1100'FOR 0.4 MILE.  THENCE LEAVE ROAD TURN RIGHT AND GO E ACROSS
 CU1100'COUNTRY FOR 0.25 MILE TO BASE OF HILL AND END OF TRUCK
 CU1100'TRAVEL.  FROM HERE PACK E UP HILL ABOUT 150 YARDS TO STATION.
 CU1100
 CU1100                          STATION RECOVERY (1938)
 CU1100
 CU1100'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU1100'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CU1100'ATTEMPT WAS MADE TO RECOVER AZIMUTH MARK.
 CU1100'
 CU1100'TO REACH STATION IN COAHOMA, TEXAS BY GOING NORTHERLY FOR 7.6
 CU1100'MILES ON MAIN GRADED ROAD.  TURN EASTERLY ON GRADED ROAD FOR
 CU1100'3.0 MILES THEN NORTHERLY ON GRADED ROAD FOR 1.2 MILES.  THEN
 CU1100'EASTERLY ON A GRADED ROAD FOR 1.0 MILE TO ROAD GOING N.  TAKE
 CU1100'ROAD N FOR 1.5 MILES.  LEAVE GRADED ROAD AND GO W FOR 1/4
 CU1100'MILE TO TOP OF HILL AND STATION.
 CU1100
 CU1100                          STATION RECOVERY (1962)
 CU1100
 CU1100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CU1100'STATION MARK, SUBSURFACE MARK, AND R.M. 1 DESTROYED.
 CU1100'
 CU1100'AZIMUTH MARK AND R.M. 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CU1100'
 CU1100'MARK--STANDARD DISK SET IN SOIL PIPE.  STAMPED TOP R.M. 2 1909
 CU1100'1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1101 ***********************************************************************
 CU1101  DESIGNATION -  TOP 2
 CU1101  PID         -  CU1101
 CU1101  STATE/COUNTY-  TX/HOWARD
 CU1101  USGS QUAD   -  BIG SPRING NORTH NE (1971)
 CU1101
 CU1101                         *CURRENT SURVEY CONTROL
 CU1101  ___________________________________________________________________
 CU1101* NAD 83(1993)-  32 26 39.39233(N)    101 15 57.00476(W)     ADJUSTED  
 CU1101* NAVD 88     -       750.     (meters)    2461.     (feet)  SCALED    
 CU1101  ___________________________________________________________________
 CU1101  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CU1101  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CU1101
 CU1101  HORZ ORDER  -  FIRST
 CU1101
 CU1101.The horizontal coordinates were established by classical geodetic methods
 CU1101.and adjusted by the National Geodetic Survey in February 1996..
 CU1101
 CU1101.The orthometric height was scaled from a topographic map.
 CU1101
 CU1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1101
 CU1101.The geoid height was determined by GEOID03.
 CU1101
 CU1101;                    North         East     Units Scale Factor Converg.
 CU1101;SPC TXNC     - 2,089,653.208   339,964.327   MT  0.99992840   -1 30 30.5
 CU1101;SPC TXNC     - 6,855,803.90  1,115,366.30   sFT  0.99992840   -1 30 30.5
 CU1101;UTM  14      - 3,591,942.284   286,994.478   MT  1.00015952   -1 12 57.7
 CU1101
 CU1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1101!SPC TXNC     -   0.99988630  x   0.99992840  =   0.99981471
 CU1101!UTM  14      -   0.99988630  x   1.00015952  =   1.00004580
 CU1101
 CU1101:                Primary Azimuth Mark                     Grid Az
 CU1101:SPC TXNC     -  VINCENT ATT MICROWAVE                    025 18 38.1
 CU1101:UTM  14      -  VINCENT ATT MICROWAVE                    025 01 05.3
 CU1101
 CU1101|---------------------------------------------------------------------|
 CU1101| PID    Reference Object                     Distance      Geod. Az  |
 CU1101|                                                           dddmmss.s |
 CU1101| CU1060 VINCENT ATT MICROWAVE               APPROX. 9.4 KM 0234807.6 |
 CU1101| CH9777 TOP AZ MK                                          1875326.7 |
 CU1101| CH9781 TOP 2 RM 3                           14.254 METERS 23012     |
 CU1101| CU1102 BIG SPRINGS KWAB TV MW RELAY        APPROX. 4.2 KM 2383643.1 |
 CU1101| CH9782 TOP 2 RM 4                           13.731 METERS 31226     |
 CU1101|---------------------------------------------------------------------|
 CU1101
 CU1101                          SUPERSEDED SURVEY CONTROL
 CU1101
 CU1101  NAD 83(1986)-  32 26 39.39793(N)    101 15 56.99640(W) AD(       ) 1
 CU1101  NAD 27      -  32 26 38.98433(N)    101 15 55.55262(W) AD(       ) 1
 CU1101
 CU1101.Superseded values are not recommended for survey control.
 CU1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1101.See file dsdata.txt to determine how the superseded data were derived.
 CU1101
 CU1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA8699491942(NAD 83)
 CU1101_MARKER: DS = TRIANGULATION STATION DISK
 CU1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1101
 CU1101  HISTORY     - Date     Condition        Report By
 CU1101  HISTORY     - 1968     MONUMENTED       CGS
 CU1101
 CU1101                          STATION DESCRIPTION
 CU1101
 CU1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1101'STATION IS LOCATED 16 MILES NORTHWEST OF WESTBROOK, 15 MILES
 CU1101'SOUTHWEST OF IRA, 11 MILES NORTH-NORTHEAST OF COAHOMA, 1/2 MILE
 CU1101'SOUTH OF STATE HIGHWAY 350 AND ON THE HIGHEST POINT OF FLAT TOP
 CU1101'MOUNTAIN.
 CU1101'
 CU1101'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 350
 CU1101'AND FARM ROAD 1606 IN IRA, GO SOUTHWEST ON STATE HIGHWAY 350
 CU1101'FOR 15.15 MILES TO THE JUNCTION OF FARM ROAD 1205 AND COLEMANS
 CU1101'COUNTRY STORE ON THE LEFT, CONTINUE SOUTHWEST ON STATE HIGHWAY
 CU1101'350 FOR 2.9 MILES TO A BOARD GATE ON THE LEFT, TURN LEFT, PASS
 CU1101'THROUGH GATE AND FOLLOW TRACK ROAD SOUTHERLY FOR 0.5 MILE TO
 CU1101'THE TOP OF THE MOUNTAIN AND THE STATION ON THE RIGHT, (TO REACH
 CU1101'THE AZIMUTH MARK FROM HERE CONTINUE SOUTHWEST ON TRACK ROAD
 CU1101'ALONG RIDGE FOR 0.4 MILE TO WHERE RIDGE NARROWS AND THE END OF
 CU1101'TRUCK TRAVEL, PACK SOUTH FOR 75 PACES TO THE MARK).
 CU1101'
 CU1101'STATION MARK, A STANDARD DISK STAMPED TOP 2 1968 SET IN THE TOP
 CU1101'OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE THE
 CU1101'GROUND.  IT IS 108 FEET WEST OF THE CENTER OF A GRAVEL ROAD
 CU1101'WHICH CONTINUES AROUND THE WEST EDGE OF A GRAVEL PIT, 65 FEET
 CU1101'NORTHEAST OF A BUSH AND 45 FEET NORTH OF THE CENTER OF A TRACK
 CU1101'ROAD.
 CU1101'
 CU1101'REFERENCE MARK 3, A STANDARD DISK STAMPED TOP 2 NO 3 1968 SET IN
 CU1101'THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 CU1101'ABOVE THE GROUND.  IT IS 56 FEET NORTH OF THE CENTER OF A TRACK
 CU1101'ROAD AND 42 FEET NORTH OF A BUSH.
 CU1101'
 CU1101'REFERENCE MARK 4, A STANDARD DISK STAMPED TOP 2 NO 4 1968 SET
 CU1101'IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 CU1101'ABOVE THE GROUND AND IS 90 FEET NORTH OF THE CENTER OF A TRACK
 CU1101'ROAD.
 CU1101'
 CU1101'AZIMUTH MARK, A STANDARD DISK STAMPED TOP 1909 1937 CEMENTED IN
 CU1101'A DRILL HOLE IN BEDROCK ON TOP OF THE RIDGE AND ON THE LOWEST
 CU1101'PART OF THE MOUNTAIN.  IT IS FLUSH WITH THE GROUND, 75 PACES
 CU1101'SOUTH OF THE END OF TRUCK TRAVEL, 26 PACES SOUTH OF A BUSH AND 4
 CU1101'FEET EAST OF THE WEST EDGE OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0440 ***********************************************************************
 BQ0440  DESIGNATION -  TOP OF WATER WELL DERRICK
 BQ0440  PID         -  BQ0440
 BQ0440  STATE/COUNTY-  TX/PRESIDIO
 BQ0440  USGS QUAD   -  CUESTA DEL BURRO NW (1983)
 BQ0440
 BQ0440                         *CURRENT SURVEY CONTROL
 BQ0440  ___________________________________________________________________
 BQ0440* NAD 83(1993)-  30 09 26.97450(N)    104 25 00.42312(W)     ADJUSTED  
 BQ0440* NAVD 88     -                                                        
 BQ0440  ___________________________________________________________________
 BQ0440  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 BQ0440  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 BQ0440
 BQ0440  HORZ ORDER  -  THIRD
 BQ0440
 BQ0440.The horizontal coordinates were established by classical geodetic methods
 BQ0440.and adjusted by the National Geodetic Survey in February 1996..
 BQ0440
 BQ0440
 BQ0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0440
 BQ0440.The geoid height was determined by GEOID03.
 BQ0440
 BQ0440;                    North         East     Units Scale Factor Converg.
 BQ0440;SPC TXSC     - 4,269,668.668    78,386.131   MT  0.99996607   -2 39 13.5
 BQ0440;SPC TXSC     -14,008,071.29    257,171.83   sFT  0.99996607   -2 39 13.5
 BQ0440;UTM  13      - 3,336,380.653   556,161.266   MT  0.99963891   +0 17 34.8
 BQ0440
 BQ0440                          SUPERSEDED SURVEY CONTROL
 BQ0440
 BQ0440  NAD 83(1986)-  30 09 26.96790(N)    104 25 00.42317(W) AD(       ) 4
 BQ0440  NAD 27      -  30 09 26.40800(N)    104 24 58.71500(W) AD(       ) 3
 BQ0440
 BQ0440.Superseded values are not recommended for survey control.
 BQ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0440.See file dsdata.txt to determine how the superseded data were derived.
 BQ0440
 BQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP5616136381(NAD 83)
 BQ0440_MARKER: 67 = OIL DERRICK
 BQ0440
 BQ0440  HISTORY     - Date     Condition        Report By
 BQ0440  HISTORY     - 1942     FIRST OBSERVED   CGS
 BQ0440
 BQ0440                          STATION DESCRIPTION
 BQ0440
 BQ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0440'THIS INTERSECTION STATION IS THE TOP OF THE WATER WELL DERRICK
 BQ0440'WHICH IS ABOUT 87 FEET HIGH AND ALL STEEL CONSTRUCTION.  IT
 BQ0440'IS LOCATED ON A HIGH PROMINENT RIDGE WHICH IS THE HIGHEST POINT
 BQ0440'IN THE VICINITY.  THE DERRICK IS NEAR TWO SILVER-COLORED
 BQ0440'STORAGE TANKS.
 BQ0440'
 BQ0440'TO REACH FROM THE POST OFFICE IN MARFA GO S 1/2 BLOCK TO
 BQ0440'U.S. HIGHWAY 90, TURN RIGHT, WESTERLY, ONTO U.S. HIGHWAY
 BQ0440'90, GO 0.6 MILE, TURN LEFT AS PER SIGN FT. D.A. RUSSELL, RUIDOSA
 BQ0440'AND FOLLOW THE MAIN HIGHWAY S AND SW TOWARD RUIDOSA, 18.1
 BQ0440'MILES TO THE FLETCHER RANCH BUILDINGS ON THE RIGHT, CONTINUE
 BQ0440'ON THE MAIN-TRAVELED ROAD FOR 8.3 MILES TO THE END OF THE LANE
 BQ0440'AND A CATTLE GUARD, TURN SHARP RIGHT AND GO NW ON A BLADED
 BQ0440'ROAD 0.8 MILE TO A WHITE WOODEN GATE, PASS THROUGH THE GATE
 BQ0440'AND CONTINUE ON THE MAIN-TRAVELED ROAD 1.2 MILES TO THE
 BQ0440'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1457 ***********************************************************************
 AB1457  DESIGNATION -  TOPO 1878
 AB1457  PID         -  AB1457
 AB1457  STATE/COUNTY-  TX/KENEDY
 AB1457  USGS QUAD   -  POTRERO LOPENO SW (1975)
 AB1457
 AB1457                         *CURRENT SURVEY CONTROL
 AB1457  ___________________________________________________________________
 AB1457* NAD 83(1993)-  26 45 19.54206(N)    097 28 19.47032(W)     ADJUSTED  
 AB1457* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AB1457  ___________________________________________________________________
 AB1457  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AB1457  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AB1457
 AB1457  HORZ ORDER  -  THIRD
 AB1457
 AB1457.The horizontal coordinates were established by classical geodetic methods
 AB1457.and adjusted by the National Geodetic Survey in February 1996..
 AB1457
 AB1457.The orthometric height was scaled from a topographic map.
 AB1457
 AB1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1457
 AB1457.The geoid height was determined by GEOID03.
 AB1457
 AB1457;                    North         East     Units Scale Factor Converg.
 AB1457;SPC TX S     - 5,121,042.120   402,235.413   MT  0.99990393   +0 28 00.1
 AB1457;SPC TX S     -16,801,285.69  1,319,667.35   sFT  0.99990393   +0 28 00.1
 AB1457;UTM  14      - 2,960,259.271   651,930.716   MT  0.99988497   +0 41 16.7
 AB1457
 AB1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1457!SPC TX S     -   1.00000355  x   0.99990393  =   0.99990747
 AB1457!UTM  14      -   1.00000355  x   0.99988497  =   0.99988851
 AB1457
 AB1457|---------------------------------------------------------------------|
 AB1457| PID    Reference Object                     Distance      Geod. Az  |
 AB1457|                                                           dddmmss.s |
 AB1457| AB1467 TOPO ECCENTRIC 1939 RM 2             60.702 METERS 07637     |
 AB1457| AB1460 MOSQUITO 2                          APPROX. 5.7 KM 3394556.8 |
 AB1457|---------------------------------------------------------------------|
 AB1457
 AB1457                          SUPERSEDED SURVEY CONTROL
 AB1457
 AB1457  NAD 83(1986)-  26 45 19.55753(N)    097 28 19.43918(W) AD(       ) 3
 AB1457  NAD 27      -  26 45 18.31700(N)    097 28 18.49000(W) AD(       ) 3
 AB1457
 AB1457.Superseded values are not recommended for survey control.
 AB1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1457.See file dsdata.txt to determine how the superseded data were derived.
 AB1457
 AB1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5193160259(NAD 83)
 AB1457_MARKER: N = NAIL
 AB1457_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AB1457_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AB1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1457
 AB1457  HISTORY     - Date     Condition        Report By
 AB1457  HISTORY     - 1878     MONUMENTED       CGS
 AB1457  HISTORY     - 1932     GOOD             CGS
 AB1457  HISTORY     - 1939     MARK NOT FOUND   CGS
 AB1457
 AB1457                          STATION DESCRIPTION
 AB1457
 AB1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (REH)
 AB1457'THE STATION IS LOCATED ON A SMALL ISLAND NEAR THE W SHORE OF
 AB1457'LAGUNA MADRE, CONNECTED AT LOW TIDE WITH THE MAINLAND TO THE
 AB1457'S BY A NARROW STRIP OF SAND.  THE STATION IS ABOUT 7 METERS
 AB1457'(23 FEET) N OF THE S SHORE AND ABOUT 50 METERS (164 FEET)
 AB1457'E OF THE W SHORE OF THE ISLAND, WHICH IS ABOUT 10 FEET ABOVE
 AB1457'THE WATER.  THE ISLAND IS THE MOST SOUTHERLY OF THE GROUP IN
 AB1457'THIS VICINITY.  THE SUB-SURFACE MARK IS A BLOCK OF CONCRETE
 AB1457'ABOUT 3 FEET BELOW THE GROUND WITH A DRILL HOLE IN ITS TOP
 AB1457'FILLED WITH LEAD.  THE SURFACE MARK IS THE POINT OF A COPPER
 AB1457'NAIL PROJECTING FROM A DRAIN TILE 2 FEET LONG SET INTO THE
 AB1457'GROUND AND FILLED WITH CONCRETE.  THE REFERENCE MARK IS A
 AB1457'STANDARD BRONZE DISK IN CONCRETE.
 AB1457'IT IS 60.70 METERS (199.1 FEET) FROM THE STATION AND
 AB1457'BEARS N 68 DEG E (MAGNETIC).  IT IS IN LINE WITH THE
 AB1457'STATION AND THE ONLY SPANISH DAGGER ON THE ISLAND.  THIS
 AB1457'PLANT IS ABOUT 45 METERS (148 FEET) FROM THE REFERENCE
 AB1457'MARK.  OTHER BEARINGS ARE--TO WINDMILL (ABOUT 3 MILES
 AB1457'DISTANT), S 6 DEG W.  TO WINDMILL (ABOUT 2-1/2 MILES)
 AB1457'SEEN OVER LARGE SAND HILL, N 81 DEG W.  TO SMALL ROUND
 AB1457'ISLAND IN LAGUNA MADRE, N 26 DEG W.
 AB1457
 AB1457                          STATION RECOVERY (1932)
 AB1457
 AB1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (WCR)
 AB1457'THE ORIGINAL DESCRIPTION FITS EXCEPT THAT THE SPANISH DAGGER
 AB1457'REFERRED TO IN THE DESCRIPTION IS GONE AND THERE ARE NOW
 AB1457'THREE OR FOUR SPANISH DAGGERS ON THE ISLAND.
 AB1457
 AB1457                          STATION RECOVERY (1939)
 AB1457
 AB1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1457'STATION TOPO SHOULD BE CONSIDERED AS DESTROYED.  THE SURFACE
 AB1457'MARK WAS FOUND TURNED OVER ON ITS SIDE AND THE SUB-SURFACE
 AB1457'MARK EXPOSED TO SUCH AN EXTENT AS TO MAKE ITS POSITION DOUBTFUL.
 AB1457'STATION TOPO ECC. WAS ESTABLISHED AND MARKED TOPO ECC. 1939.
 AB1457'THE OLD REFERENCE MARK WAS FOUND IN GOOD CONDITION AND USED
 AB1457'AS A REFERENCE TO THE NEW STATION.
 AB1457'
 AB1457'STATION IS NOW IN KENEDY COUNTY AND NOT IN WILLACY COUNTY
 AB1457'AS STATED IN THE 1913 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1459 ***********************************************************************
 AB1459  DESIGNATION -  TOPO ECCENTRIC
 AB1459  PID         -  AB1459
 AB1459  STATE/COUNTY-  TX/KENEDY
 AB1459  USGS QUAD   -  POTRERO LOPENO SW (1975)
 AB1459
 AB1459                         *CURRENT SURVEY CONTROL
 AB1459  ___________________________________________________________________
 AB1459* NAD 83(1993)-  26 45 19.85723(N)    097 28 18.67020(W)     ADJUSTED  
 AB1459* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1459  ___________________________________________________________________
 AB1459  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AB1459  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AB1459
 AB1459  HORZ ORDER  -  SECOND
 AB1459
 AB1459.The horizontal coordinates were established by classical geodetic methods
 AB1459.and adjusted by the National Geodetic Survey in February 1996..
 AB1459
 AB1459.The orthometric height was scaled from a topographic map.
 AB1459
 AB1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1459
 AB1459.The geoid height was determined by GEOID03.
 AB1459
 AB1459;                    North         East     Units Scale Factor Converg.
 AB1459;SPC TX S     - 5,121,051.999   402,257.439   MT  0.99990392   +0 28 00.4
 AB1459;SPC TX S     -16,801,318.10  1,319,739.61   sFT  0.99990392   +0 28 00.4
 AB1459;UTM  14      - 2,960,269.235   651,952.703   MT  0.99988506   +0 41 17.1
 AB1459
 AB1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1459!SPC TX S     -   1.00000339  x   0.99990392  =   0.99990731
 AB1459!UTM  14      -   1.00000339  x   0.99988506  =   0.99988845
 AB1459
 AB1459:                Primary Azimuth Mark                     Grid Az
 AB1459:SPC TX S     -  SWIM                                     048 53 17.1
 AB1459:UTM  14      -  SWIM                                     048 40 00.4
 AB1459
 AB1459|---------------------------------------------------------------------|
 AB1459| PID    Reference Object                     Distance      Geod. Az  |
 AB1459|                                                           dddmmss.s |
 AB1459| AB1453 SWIM                                APPROX.14.5 KM 0492117.5 |
 AB1459| AB1467 TOPO ECCENTRIC 1939 RM 2             37.201 METERS 08317     |
 AB1459| CV3520 TOPO ECCENTRIC AZ MK                               2484558.4 |
 AB1459| CV3521 TOPO ECCENTRIC RM 1                  67.349 METERS 35720     |
 AB1459|---------------------------------------------------------------------|
 AB1459
 AB1459                          SUPERSEDED SURVEY CONTROL
 AB1459
 AB1459  NAD 83(1986)-  26 45 19.87270(N)    097 28 18.63902(W) AD(       ) 2
 AB1459  NAD 27      -  26 45 18.66000(N)    097 28 17.69700(W) AD(       ) 2
 AB1459
 AB1459.Superseded values are not recommended for survey control.
 AB1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1459.See file dsdata.txt to determine how the superseded data were derived.
 AB1459
 AB1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5195360269(NAD 83)
 AB1459_MARKER: DS = TRIANGULATION STATION DISK
 AB1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1459
 AB1459  HISTORY     - Date     Condition        Report By
 AB1459  HISTORY     - 1939     MONUMENTED       CGS
 AB1459  HISTORY     - 1949     GOOD             CGS
 AB1459  HISTORY     - 1949     GOOD             CGS
 AB1459
 AB1459                          STATION DESCRIPTION
 AB1459
 AB1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1459'STATION IS LOCATED ABOUT 17.5 MILES E OF NORIAS AND ABOUT 14
 AB1459'MILES N OF THE VILLAGE OF RED FISH BAY, ON THE W SIDE OF
 AB1459'LAGUNA MADRE.  IT IS ON THE NORIAS SECTION OF THE KING RANCH
 AB1459'ON A SMALL ISLAND, THE MOST SOUTHERLY OF A GROUP IN THIS
 AB1459'VICINITY, CONNECTED AT LOW TIDE WITH THE MAINLAND TO THE S
 AB1459'BY A NARROW STRIP OF SAND, AND ABOUT 0.25 MILE SE OF A LARGER
 AB1459'AND HIGHER ISLAND BETWEEN TWO LAGOONS, ON THE N SLOPE OF AN
 AB1459'E AND W RIDGE ABOUT 10 FEET HIGH.  STATION IS ABOUT 50 FEET
 AB1459'N AND 175 FEET E OF THE HIGH-WATER LINE.
 AB1459'
 AB1459'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AB1459'DISKS SET IN CONCRETE.
 AB1459'
 AB1459'STATION TOPO, 1878, 1913, WAS FOUND ABOUT 29 FEET S OF STATION
 AB1459'TOPO, ECC.  THE SURFACE MARK WAS GONE AND THE SUB-SURFACE MARK
 AB1459'EXPOSED TO SUCH AN EXTENT AS TO MAKE A TIE WITH TOPO, ECC.
 AB1459'USELESS.
 AB1459'
 AB1459'ONE OLD REFERENCE MARK WAS FOUND IN GOOD CONDITION AND USED
 AB1459'AS A REFERENCE FOR THE NEW STATION.  IT IS ON THE TOP OF THE
 AB1459'E AND W RIDGE TO E OF STATION.  MARK WAS STAMPED TOPO, ECC. NO.
 AB1459'2, 1913, 1939.  A NEW REFERENCE (NO.1) IS LOCATED ON A SMALL
 AB1459'KNOLL TO N OF AND ABOUT 3 FEET LOWER THAN STATION.
 AB1459'
 AB1459'AN AZIMUTH MARK WAS ESTABLISHED ON THE MAINLAND 0.5 MILE SW
 AB1459'OF STATION, ABOUT 0.1 MILE W OF A SAND SPIT CONNECTING MAINLAND
 AB1459'AND S END OF ISLAND, 50 YARDS W OF SHORE LINE AND 25 FEET NW
 AB1459'OF CENTER OF DIM TRAIL ROAD.
 AB1459'
 AB1459'STATION MAY BE REACHED BY TRUCK PROVIDING PERMISSION AND KEYS
 AB1459'TO NUMEROUS LOCKED GATES ARE OBTAINED FROM RANCH OFFICIALS
 AB1459'AT NORIAS.  NUMEROUS CHANGING TRAILS THROUGH THIS SECTION
 AB1459'MAKE DIRECTIONS ON THE BEST WAY TO REACH STATION IN THE FUTURE.
 AB1459'IMPOSSIBLE.
 AB1459'
 AB1459'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1459
 AB1459                          STATION RECOVERY (1949)
 AB1459
 AB1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1459'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 AB1459'AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 AB1459'
 AB1459'THERE IS NO STAMPING ON REFERENCE MARK NO. 2.
 AB1459'
 AB1459'A COMPLETE DESCRIPTION FOLLOWS--
 AB1459'
 AB1459'THE STATION IS LOCATED ABOUT 17.5 MILES EAST OF NORIAS, 14
 AB1459'MILES NORTH OF THE VILLAGE OF RED FISH BAY, AND ON THE WEST
 AB1459'SIDE OF LAGUNA MADRE.  IT IS ON THE NORIAS SECTION OF THE
 AB1459'KING RANCH, ON A PENINSULA THAT EXTENDS NORTH INTO THE BAY.
 AB1459'IT IS ABOUT 200 FEET WEST OF THE SHORE LINE, 50 FEET NORTH
 AB1459'OF THE NORTH SHORE OF A LAGOON, AND 4 FEET SOUTH OF A WITNESS
 AB1459'POST.  IT PROJECTS ABOUT 18 INCHES AND IS STAMPED, TOPO ECC
 AB1459'1939.
 AB1459'
 AB1459'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, ABOUT 200 FEET
 AB1459'WEST OF THE SHORE LINE OF LAGUNA MADRE AND 20 FEET EAST OF THE
 AB1459'EAST SHORE OF A LAGOON.  IT IS ABOUT 8 FEET BELOW THE ELEVATION
 AB1459'OF THE STATION, PROJECTS 7 INCHES AND IS STAMPED, TOPO ECC
 AB1459'NO 1 1939.
 AB1459'
 AB1459'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION AND ON
 AB1459'THE NORTH SLOPE OF A LOW EAST-WEST RIDGE.  IT IS ABOUT 135
 AB1459'FEET WEST OF THE SHORE LINE OF LAGUNA MADRE.  IT PROJECTS 3
 AB1459'INCHES AND IS ABOUT 2.5 FEET BELOW THE ELEVATION OF THE
 AB1459'STATION.  THERE IS NO STAMPING ON THE DISK.
 AB1459'
 AB1459'AZIMUTH MARK IS ON THE MAINLAND ABOUT 0.5 MILE WEST-SOUTHWEST
 AB1459'OF THE STATION, 0.65 MILE WEST OF THE SHORE LINE OF LAGUNA
 AB1459'MADRE, ABOUT 500 FEET SOUTH OF THE SOUTH SHORE OF A LAGOON,
 AB1459'AND 25 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD.  IT
 AB1459'PROJECTS 10 INCHES AND IS STAMPED, TOPO ECC 1939.
 AB1459'
 AB1459'863 (USE) IS ON THE MAINLAND ABOUT 0.4 MILE WEST-SOUTHWEST OF THE
 AB1459'STATION, ABOUT 0.65 MILE WEST OF THE SHORE LINE OF LAGUNA
 AB1459'MADRE, AND ABOUT 100 FEET SOUTH OF THE SOUTH SHORE OF A LAGOON.
 AB1459'IT IS A ROUND CONCRETE POST THAT PROJECTS 5 INCHES AND HAS
 AB1459'A USE DISK IN THE CENTER OF THE TOP, THE DISK IS STAMPED 863.
 AB1459'
 AB1459'TO REACH THE STATION FROM LOCKED GATE, EAST OF THE RAILROAD
 AB1459'STATION, IN NORIAS (KEY TO GATE MAY BE OBTAINED FROM MR. EDWARD
 AB1459'DURHAM, RANCH FOREMAN, WHO LIVES AT RANCH HEADQUARTERS ABOUT
 AB1459'5 MILES EAST-SOUTHEAST OF NORIAS), GO EAST-SOUTHEAST ON HARD
 AB1459'SURFACED ROAD FOR 5.05 MILES TO A GATE INTO A LARGE YARD
 AB1459'SURROUNDING BUILDINGS, CONTINUE ON PAVED ROAD FOR 0.15 MILE
 AB1459'TO A FORK, TAKE LEFT FORK AND GO 0.1 MILE TO A TIN BARN ON
 AB1459'RIGHT, CONTINUE ON PAVED ROAD, EAST OF CORRALS, PASSING
 AB1459'SEVERAL HOUSES FOR 0.55 MILE TO A GATE, PASS THROUGH GATE AND
 AB1459'CONTINUE ON PAVED ROAD FOR 0.85 MILE TO A GATE, PASS THROUGH
 AB1459'GATE AND CONTINUE FOR 2.3 MILES TO A FORK, TAKE LEFT FORK
 AB1459'AND GO 4.4 MILES TO A GATE, PASS THROUGH GATE AND CONTINUE
 AB1459'FOR 1.35 MILES TO A FORK, KEEP RIGHT FORK AND GO 0.45 MILE TO
 AB1459'FORK, KEEP RIGHT, AROUND FENCED ENCLOSURE AND GO 0.55
 AB1459'MILE TO A METAL GATE ON THE LEFT AND A SAND ROAD RIGHT,
 AB1459'TURN RIGHT ON SAND ROAD AND GO 0.1 MILE TO A FORK, TAKE
 AB1459'LEFT FORK, MAIN TRAVELED ROAD, AND GO 0.6 MILE TO A FENCE
 AB1459'CORNER, CONTINUE EASTERLY ON NORTH SIDE OF FENCE TO FENCE
 AB1459'CORNER THEN FOLLOW SANDY TRACK ROAD FOR 1.05 MILES TO A GATE,
 AB1459'PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 1.6 MILES
 AB1459'TO A WINDMILL AND TANK, CONTINUE ON SANDY TRACK ROAD FOR
 AB1459'0.1 MILE TO A FORK, TAKE LEFT FORK AND CONTINUE
 AB1459'EAST-NORTHEAST FOR 2.25 MILES TO A FORK, TAKE RIGHT FORK
 AB1459'AND GO 0.1 MILE TO A DIM CROSSROAD, CONTINUE STRAIGHT AHEAD FOR
 AB1459'0.95 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.35 MILE, TURN
 AB1459'LEFT AND GO NORTH ALONG BEACH FOR 0.4 MILE TO THE NORTH
 AB1459'SHORE OF A LAGOON AND THE STATION.
 AB1459'
 AB1459'A 74 FOOT SIGNAL AT ENCINO IS VISIBLE AT 15 FEET.
 AB1459'
 AB1459'A 4 FOOT SIGNAL AT MESQUITE 1939 IS VISIBLE AT 15 FEET.
 AB1459
 AB1459                          STATION RECOVERY (1949)
 AB1459
 AB1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1459'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN GOOD
 AB1459'CONDITION.  THE 1949 RECOVERY NOTE BY R. L. ENGDAHL IS ADEQUATE
 AB1459'AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1467 ***********************************************************************
 AB1467  DESIGNATION -  TOPO ECCENTRIC 1939 RM 2
 AB1467  PID         -  AB1467
 AB1467  STATE/COUNTY-  TX/KENEDY
 AB1467  USGS QUAD   -  POTRERO LOPENO SW (1975)
 AB1467
 AB1467                         *CURRENT SURVEY CONTROL
 AB1467  ___________________________________________________________________
 AB1467* NAD 83(1993)-  26 45 19.99860(N)    097 28 17.33306(W)     ADJUSTED  
 AB1467* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1467  ___________________________________________________________________
 AB1467  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AB1467  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AB1467
 AB1467  HORZ ORDER  -  SECOND
 AB1467
 AB1467.The horizontal coordinates were established by classical geodetic methods
 AB1467.and adjusted by the National Geodetic Survey in February 1996..
 AB1467
 AB1467.The orthometric height was scaled from a topographic map.
 AB1467
 AB1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1467
 AB1467.The geoid height was determined by GEOID03.
 AB1467
 AB1467;                    North         East     Units Scale Factor Converg.
 AB1467;SPC TX S     - 5,121,056.650   402,294.344   MT  0.99990392   +0 28 01.0
 AB1467;SPC TX S     -16,801,333.36  1,319,860.69   sFT  0.99990392   +0 28 01.0
 AB1467;UTM  14      - 2,960,274.029   651,989.589   MT  0.99988520   +0 41 17.7
 AB1467
 AB1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1467!SPC TX S     -   1.00000339  x   0.99990392  =   0.99990731
 AB1467!UTM  14      -   1.00000339  x   0.99988520  =   0.99988859
 AB1467
 AB1467                          SUPERSEDED SURVEY CONTROL
 AB1467
 AB1467  NAD 83(1986)-  26 45 20.01408(N)    097 28 17.30191(W) AD(       ) 2
 AB1467
 AB1467.Superseded values are not recommended for survey control.
 AB1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1467.See file dsdata.txt to determine how the superseded data were derived.
 AB1467
 AB1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5199060274(NAD 83)
 AB1467_MARKER: DR = REFERENCE MARK DISK
 AB1467_SETTING: 0 = UNSPECIFIED SETTING
 AB1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1467
 AB1467  HISTORY     - Date     Condition        Report By
 AB1467  HISTORY     - 1939     MONUMENTED       CGS
 AB1467
 AB1467                          STATION DESCRIPTION
 AB1467
 AB1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1467'THE STATION IS LOCATED ABOUT 17.5 MILES EAST OF NORIAS, 14 MILES
 AB1467'NORTH OF THE VILLAGE OF RED FISH BAY, AND ON THE WEST SIDE OF
 AB1467'LAGUNA MADRE.  IT IS ON THE NORIAS SECTION OF THE KING RANCH, ON A
 AB1467'PENINSULA THAT EXTENDS NORTH INTO THE BAY.
 AB1467'
 AB1467'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION AND ON THE
 AB1467'NORTH SLOPE OF A LOW EAST-WEST RIDGE.  IT IS ABOUT 135 FEET WEST
 AB1467'OF THE SHORE LINE OF LAGUNA MADRE.  IT PROJECTS 3 INCHES AND IS
 AB1467'ABOUT 2.5 FEET BELOW THE ELEVATION OF THE STATION.  THERE IS NO
 AB1467'STAMPING ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1440 ***********************************************************************
 AJ1440  DESIGNATION -  TORDILLO
 AJ1440  PID         -  AJ1440
 AJ1440  STATE/COUNTY-  TX/WEBB
 AJ1440  USGS QUAD   -  DOLORES RANCH (1965)
 AJ1440
 AJ1440                         *CURRENT SURVEY CONTROL
 AJ1440  ___________________________________________________________________
 AJ1440* NAD 83(1993)-  27 43 27.87516(N)    099 39 53.57953(W)     ADJUSTED  
 AJ1440* NAVD 88     -       186.3    (meters)     611.     (feet)  VERTCON   
 AJ1440  ___________________________________________________________________
 AJ1440  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AJ1440  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AJ1440
 AJ1440  HORZ ORDER  -  FIRST
 AJ1440
 AJ1440.The horizontal coordinates were established by classical geodetic methods
 AJ1440.and adjusted by the National Geodetic Survey in February 1996..
 AJ1440
 AJ1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1440
 AJ1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1440
 AJ1440.The geoid height was determined by GEOID03.
 AJ1440
 AJ1440;                    North         East     Units Scale Factor Converg.
 AJ1440;SPC TX S     - 5,228,517.032   185,134.321   MT  0.99997424   -0 31 43.9
 AJ1440;SPC TX S     -17,153,892.96    607,394.85   sFT  0.99997424   -0 31 43.9
 AJ1440;UTM  14      - 3,066,851.355   434,460.604   MT  0.99965302   -0 18 33.6
 AJ1440
 AJ1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1440!SPC TX S     -   0.99997446  x   0.99997424  =   0.99994870
 AJ1440!UTM  14      -   0.99997446  x   0.99965302  =   0.99962749
 AJ1440
 AJ1440:                Primary Azimuth Mark                     Grid Az
 AJ1440:SPC TX S     -  WINDMILL NE OF MARGARITA RANCH           060 38 05.0
 AJ1440:UTM  14      -  WINDMILL NE OF MARGARITA RANCH           060 24 54.7
 AJ1440
 AJ1440|---------------------------------------------------------------------|
 AJ1440| PID    Reference Object                     Distance      Geod. Az  |
 AJ1440|                                                           dddmmss.s |
 AJ1440| AJ1417 WINDMILL NE OF MARGARITA RANCH      APPROX.16.6 KM 0600621.1 |
 AJ1440| AJ1423 TORDILLO WHITE HOUSE W GABLE        APPROX. 4.8 KM 0805757.2 |
 AJ1440| AJ1421 ARSIA RANCH WINDMILL                APPROX.14.8 KM 0811446.5 |
 AJ1440| AJ1424 WINDMILL E OF N OF FIELDINGS        APPROX. 8.3 KM 0905158.3 |
 AJ1440| AJ1422 WINDMILL NE OF STA FIELDINGS        APPROX.10.7 KM 1075836.9 |
 AJ1440| AJ1426 MATTHEWS RANCH WINDMILL             APPROX. 8.3 KM 1160849.3 |
 AJ1440| CV3522 TORDILLO RM                          14.850 METERS 13957     |
 AJ1440| AJ1441 SMALLHOUSE MINE                     APPROX. 6.5 KM 2382614.2 |
 AJ1440| AJ1418 COLEMAN                             APPROX. 4.3 KM 3285502.6 |
 AJ1440|---------------------------------------------------------------------|
 AJ1440
 AJ1440                          SUPERSEDED SURVEY CONTROL
 AJ1440
 AJ1440  NAD 83(1986)-  27 43 27.87100(N)    099 39 53.55374(W) AD(       ) 1
 AJ1440  NAD 27      -  27 43 26.82800(N)    099 39 52.39000(W) AD(       ) 1
 AJ1440  NGVD 29 (07/19/86)  186.3    (m)          611.     (f) VERT ANG       
 AJ1440
 AJ1440.Superseded values are not recommended for survey control.
 AJ1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1440.See file dsdata.txt to determine how the superseded data were derived.
 AJ1440
 AJ1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR3446166851(NAD 83)
 AJ1440_MARKER: DS = TRIANGULATION STATION DISK
 AJ1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1440
 AJ1440  HISTORY     - Date     Condition        Report By
 AJ1440  HISTORY     - 1917     MONUMENTED       CGS
 AJ1440  HISTORY     - 1958     GOOD             AMS
 AJ1440  HISTORY     - 1965     GOOD             USGS
 AJ1440
 AJ1440                          STATION DESCRIPTION
 AJ1440
 AJ1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1440'STATION IS ABOUT 5 MILES E OF THE MINERA RAILROAD STATION,
 AJ1440'3 MILES N OF THE LAREDO-MINERA WAGON ROAD, AND 1 MILE E OF
 AJ1440'A WAGON ROAD LEADING FROM MINERA TO TORDILLO SETTLEMENT.
 AJ1440'
 AJ1440'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AJ1440'
 AJ1440'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1440'
 AJ1440'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AJ1440'14.85 METERS (48.7 FEET) FROM THE STATION, S 40 DEG 03 MIN E.
 AJ1440'
 AJ1440'TO REACH THE STATION, GO TO THE LAREDO-SANTO TOMAS MINES
 AJ1440'ROAD AT A POINT OPPOSITE THE MINES AT MINERA ON THE TOP
 AJ1440'OF A HILL, WHERE THERE IS A WIRE FENCE AND GATE TO THE E.
 AJ1440'GO THROUGH THE GATE AND FOLLOW THE MAIN-TRAVELED ROAD NE
 AJ1440'3 MILES TO AN IRON GATE AND WIRE FENCE.  TAKE THE RIGHT-HAND
 AJ1440'ROAD TO THE W OF THE FENCE AND FOLLOW 1 MILE TO WHERE THE
 AJ1440'ROAD BEARS SE.  TURN EASTWARD THROUGH BRUSH AND FOLLOW THE
 AJ1440'TOP OF THE RIDGE TO THE STATION, WHICH IS ON THE TOP OF
 AJ1440'THE MOST PROMINENT HILL IN THE VICINITY AND ABOUT 1/2 MILE
 AJ1440'FROM ROAD.
 AJ1440'
 AJ1440'ELEVATION OF STATION, 186.3 METERS (611 FEET).
 AJ1440
 AJ1440                          STATION RECOVERY (1958)
 AJ1440
 AJ1440'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AJ1440'STATION RECOVERED.  THE SURFACE OF THE DISK IS BADLY SCARRED
 AJ1440'OBLITERATING THE STAMPING ON THE DISK.
 AJ1440'
 AJ1440'A BLOCK OF CONCRETE WHICH MAY HAVE CONTAINED A REFERENCE
 AJ1440'MARK WAS FOUND.  THE DISTANCE FROM THE STATION TO THE MARK
 AJ1440'AGREED TO THE DISTANCE PUBLISHED.  THE AZIMUTH OF THE R.M.
 AJ1440'ALSO CHECKED WITHIN PUBLISHED LIMITS.  NO DISK WAS FOUND.
 AJ1440'IT IS QUESTIONABLE WHETHER A DISK WAS SET IN THE CONCRETE.
 AJ1440'
 AJ1440'STATION IS ABOUT 22 MILES NW OF LAREDO AND ABOUT 5 MILES
 AJ1440'NE OF THE RIO GRANDE RIVER.
 AJ1440'
 AJ1440'THE MARK IS A USC AND GS DISK SET IN A BLOCK OF CONCRETE
 AJ1440'PROJECTING 0.2 FOOT.  THE STAMPING ON THE DISK HAS BEEN
 AJ1440'OBLITERATED DUE TO THE SCARRING OF THE SURFACE.
 AJ1440'
 AJ1440'TO REACH FROM THE POST OFFICE IN LAREDO, GO EAST 0.3 MILES
 AJ1440'TO U.S. HIGHWAYS 81 AND 83.  TURN LEFT, NORTH ON 81-83 AND
 AJ1440'CONTINUE FOR 4.4 MILES TO INTERSECTION WITH PAVED ROAD FROM
 AJ1440'THE NORTHWEST.  TURN LEFT, NORTHWEST, CROSSING RAILROAD
 AJ1440'TRACKS AND CONTINUE VIA THIS PAVED ROAD FOR 7.2 MILES TO
 AJ1440'JUNCTION WITH A GRAVEL ROAD TO THE NORTH-NORTHWEST.  TAKE
 AJ1440'THE GRAVEL ROAD TO THE RIGHT AND PROCEED NORTH-NORTHWEST FOR
 AJ1440'9.0 MILES TO INTERSECTION WITH A PRAIRIE ROAD FROM THE
 AJ1440'SOUTHWEST.  TURN LEFT, SOUTHWEST AND CONTINUE VIA THIS MEANDERING
 AJ1440'PRAIRIE ROAD FOR 2.1 MILES TO A DEEP DRAIN AND BRIDGE MADE
 AJ1440'OF STEEL PIPE FOR THE SUPPORT AND ROAD SURFACE OF BRIDGE.
 AJ1440'CROSS BRIDGE AND CONTINUE WEST FOR 0.9 MILES TO FENCE
 AJ1440'AND GATE.  PASS THROUGH GATE AND GO 0.2 MILES TO ROAD
 AJ1440'FORK.  TAKE RIGHT FORK AND CONTINUE IN THE NORTH-NORTHWEST
 AJ1440'DIRECTION FOR 1.6 MILES TO INTERSECTION WITH ROAD FROM
 AJ1440'SOUTHWEST.  FROM THIS POINT CONTINUE STRAIGHT AHEAD 0.8
 AJ1440'MILES TO AN EARTHEN DAM.  FROM THIS POINT THE STATION IS
 AJ1440'ABOUT 0.5 MILE DISTANT ON A MAGNETIC BEARING OF N 22
 AJ1440'DEGREES E.  TRAVEL TO THE STATION CAN BE ACCOMPLISHED BY
 AJ1440'LEAVING THE ROAD AT THE DAM AND PROCEEDING ACROSS COUNTRY IN A
 AJ1440'NORTH-NORTHEAST DIRECTION TO A NORTH-SOUTH FENCE LINE.  AT
 AJ1440'THE FENCE TURN DUE NORTH AND CONTINUE FOR ABOUT 0.1
 AJ1440'MILES TO AN EAST-WEST FENCE AND GATE.  PASS THROUGH GATE AND
 AJ1440'GO NORTHWEST FOR 0.1 MILES TO THE HIGHEST POINT OF
 AJ1440'EAST-WEST RIDGE AND SITE OF THE STATION.
 AJ1440
 AJ1440                          STATION RECOVERY (1965)
 AJ1440
 AJ1440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AJ1440'STATION WAS RECOVERED.  IT IS A STANDARD TABLET SET IN THE
 AJ1440'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FEET.
 AJ1440'
 AJ1440'TO REACH--POST OFFICE, LAREDO, GO 0.2 MILE E (4 BLOCKS) TO
 AJ1440'SAN BERNARDO AVE, THENCE 4.0 MILE N ON SAN BERNARDO AVE
 AJ1440'TO JCT WITH FR 1472, TURN LEFT ONTO 1472 AND GO 16.4 MILES,
 AJ1440'TURN RIGHT AND GO THRU LOCKED GATE (DOLORES RANCH), GO 0.3
 AJ1440'MILE TO Y-RD AT SW CORNER OF A SMALL DAM, TURN LEFT AND CONTINUE
 AJ1440'ON MAIN ROAD FOR 0.1 MILE TO GATE, THENCE 1.2 MILE TO A
 AJ1440'FENCE, THENCE NE ALONG THE SOUTH SIDE OF THE FENCE FOR 0.2
 AJ1440'MILE TO A GATE, PASS THRU GATE AND CONTINUE FOR 0.9 MILE TO
 AJ1440'ANOTHER GATE AND FENCE CORNER, PASS THRU GATE ON LEFT AND
 AJ1440'CONTINUE NE ALONG THE NORTH SIDE OF THE FENCE 0.2 MILE TO
 AJ1440'A BEND IN THE FENCE, CONTINUE ON FOR 0.5 MILE TO RIDGE TOP,
 AJ1440'STATION IS ABOUT 560 FEET NORTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1423 ***********************************************************************
 AJ1423  DESIGNATION -  TORDILLO WHITE HOUSE W GABLE
 AJ1423  PID         -  AJ1423
 AJ1423  STATE/COUNTY-  TX/WEBB
 AJ1423  USGS QUAD   -  CUERVO CREEK (1965)
 AJ1423
 AJ1423                         *CURRENT SURVEY CONTROL
 AJ1423  ___________________________________________________________________
 AJ1423* NAD 83(1993)-  27 43 52.37989(N)    099 37 00.15846(W)     ADJUSTED  
 AJ1423* NAVD 88     -                                                        
 AJ1423  ___________________________________________________________________
 AJ1423  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 AJ1423  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AJ1423
 AJ1423  HORZ ORDER  -  THIRD
 AJ1423
 AJ1423.The horizontal coordinates were established by classical geodetic methods
 AJ1423.and adjusted by the National Geodetic Survey in February 1996..
 AJ1423
 AJ1423
 AJ1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1423
 AJ1423.The geoid height was determined by GEOID03.
 AJ1423
 AJ1423;                    North         East     Units Scale Factor Converg.
 AJ1423;SPC TX S     - 5,229,228.348   189,891.018   MT  0.99997574   -0 30 25.2
 AJ1423;SPC TX S     -17,156,226.67    623,000.78   sFT  0.99997574   -0 30 25.2
 AJ1423;UTM  14      - 3,067,580.674   439,212.989   MT  0.99964561   -0 17 13.1
 AJ1423
 AJ1423                          SUPERSEDED SURVEY CONTROL
 AJ1423
 AJ1423  NAD 83(1986)-  27 43 52.37592(N)    099 37 00.13283(W) AD(       ) 4
 AJ1423  NAD 27      -  27 43 51.33000(N)    099 36 58.97000(W) AD(       ) 3
 AJ1423
 AJ1423.Superseded values are not recommended for survey control.
 AJ1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1423.See file dsdata.txt to determine how the superseded data were derived.
 AJ1423
 AJ1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR3921367581(NAD 83)
 AJ1423_MARKER: 81 = GABLE
 AJ1423
 AJ1423  HISTORY     - Date     Condition        Report By
 AJ1423  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1423
 AJ1423                          STATION DESCRIPTION
 AJ1423
 AJ1423'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0263 ***********************************************************************
 BB0263  DESIGNATION -  TORNEROS
 BB0263  PID         -  BB0263
 BB0263  STATE/COUNTY-  TX/PRESIDIO
 BB0263  USGS QUAD   -  CERRO REDONDO (1983)
 BB0263
 BB0263                         *CURRENT SURVEY CONTROL
 BB0263  ___________________________________________________________________
 BB0263* NAD 83(1993)-  29 32 08.32205(N)    104 12 39.18609(W)     ADJUSTED  
 BB0263* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 BB0263  ___________________________________________________________________
 BB0263  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 BB0263  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 BB0263
 BB0263  HORZ ORDER  -  FIRST
 BB0263
 BB0263.The horizontal coordinates were established by classical geodetic methods
 BB0263.and adjusted by the National Geodetic Survey in February 1996..
 BB0263
 BB0263.The orthometric height was scaled from a topographic map.
 BB0263
 BB0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0263
 BB0263.The geoid height was determined by GEOID03.
 BB0263
 BB0263;                    North         East     Units Scale Factor Converg.
 BB0263;SPC TXSC     - 4,199,910.775    95,129.953   MT  0.99986936   -2 33 10.4
 BB0263;SPC TXSC     -13,779,207.27    312,105.52   sFT  0.99986936   -2 33 10.4
 BB0263;UTM  13      - 3,267,592.444   576,461.393   MT  0.99967214   +0 23 20.5
 BB0263
 BB0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0263!SPC TXSC     -   0.99985275  x   0.99986936  =   0.99972213
 BB0263!UTM  13      -   0.99985275  x   0.99967214  =   0.99952494
 BB0263
 BB0263|---------------------------------------------------------------------|
 BB0263| PID    Reference Object                     Distance      Geod. Az  |
 BB0263|                                                           dddmmss.s |
 BB0263| CH9784 TORNEROS RM 1                        14.118 METERS 26815     |
 BB0263| CH9783 TORNEROS AZ MK                                     3273244.1 |
 BB0263| CH9785 TORNEROS RM 2                        22.717 METERS 35031     |
 BB0263|---------------------------------------------------------------------|
 BB0263
 BB0263                          SUPERSEDED SURVEY CONTROL
 BB0263
 BB0263  NAD 83(1986)-  29 32 08.31302(N)    104 12 39.18040(W) AD(       ) 1
 BB0263  NAD 27      -  29 32 07.64500(N)    104 12 37.46300(W) AD(       ) 1
 BB0263
 BB0263.Superseded values are not recommended for survey control.
 BB0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0263.See file dsdata.txt to determine how the superseded data were derived.
 BB0263
 BB0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN7646167592(NAD 83)
 BB0263_MARKER: DS = TRIANGULATION STATION DISK
 BB0263_SETTING: 80 = SET IN A BOULDER
 BB0263_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BB0263
 BB0263  HISTORY     - Date     Condition        Report By
 BB0263  HISTORY     - 1934     MONUMENTED       CGS
 BB0263  HISTORY     - 1942     GOOD             CGS
 BB0263  HISTORY     - 1958     GOOD             AMS
 BB0263
 BB0263                          STATION DESCRIPTION
 BB0263
 BB0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0263'THIS STATION IS ABOUT 11 MILES E OF PRESIDIO, 3 MILES NE OF
 BB0263'THE RIO GRANDE RIVER, AND 0.8 MILE SE OF TORNEROS CREEK.
 BB0263'IT IS ON THE HIGHEST POINT OF A GROUP OF LOW HILLS.
 BB0263'
 BB0263'THERE IS A RANCH ON TORNEROS CREEK ABOUT 1 MILE W OF STATION.
 BB0263'
 BB0263'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BB0263'DISKS, SET IN DRILL HOLES IN BOULDERS.
 BB0263'
 BB0263'REFERENCE MARK NO. 2 IS IN A LOW BOULDER.
 BB0263'
 BB0263'AZIMUTH MARK IS ABOUT 10 FEET S OF DIM ROAD WHICH LEADS TO
 BB0263'STATION JUST W OF POINT WHERE ROAD GOES DOWN INTO SMALL DRAW.
 BB0263'
 BB0263'STATION IS REACHED FROM PRESIDIO POST OFFICE BY GOING E ON
 BB0263'MAIN-TRAVELED ROAD 2.0 MILES TO THE BANK IN NEWTON.  CONTINUE
 BB0263'0.25 MILE TO 7TH STREET.  TURN S AND GO S AND E 5.1 MILES TO
 BB0263'A CREEK WITH WATER IN IT.  CROSS CREEK AND CONTINUE 0.4 MILE
 BB0263'AND LEAVE MAIN ROAD.  TURN LEFT AND GO N AND E 2.55 MILES ON
 BB0263'DIM ROAD, THEN RIGHT FORK, CONTINUE 1.75 MILES TO A RANCH.
 BB0263'CONTINUE UP CREEK 1.15 MILES TO A DIM ROAD GOING S.  TAKE DIM
 BB0263'ROAD TO CREEK BED.  END OF TRUCK TRAVEL.  STATION ON HILL S
 BB0263'OF THIS POINT ABOUT 0.75 MILE.  ABOUT A 30-MINUTE PACK.
 BB0263
 BB0263                          STATION RECOVERY (1942)
 BB0263
 BB0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BB0263'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AND
 BB0263'NOTHING OF IMPORTANCE CAN BE ADDED TO THE ORIGINAL DESCRIPTION.
 BB0263'THIS STATION WAS USED BY THIS PARTY FOR CHECK ANGLES ONLY
 BB0263'AND WAS NOT OCCUPIED.  THE DISTANCES TO THE REFERENCE MARKS
 BB0263'WERE NOT CHECKED AS THE STATION WAS VISITED ONLY BY THE
 BB0263'BUILDING PARTY AND THE LIGHTKEEPER.
 BB0263
 BB0263                          STATION RECOVERY (1958)
 BB0263
 BB0263'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BB0263'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BB0263'
 BB0263'THE STATION IS LOCATED ON THE HIGHEST POINT OF E-W RIDGE.  173
 BB0263'FEET E OF SHARP CURVE IN LIGHT STREAK.  107 FEET N OF LONE
 BB0263'BUSH NEAR S EDGE OF LIGHT SPOT.  28 FEET W OF SHARP DROP TO
 BB0263'THE E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1077 ***********************************************************************
 CD1077  DESIGNATION -  TORNILLO
 CD1077  PID         -  CD1077
 CD1077  STATE/COUNTY-  TX/EL PASO
 CD1077  USGS QUAD   -  FORT HANCOCK NW (1972)
 CD1077
 CD1077                         *CURRENT SURVEY CONTROL
 CD1077  ___________________________________________________________________
 CD1077* NAD 83(1993)-  31 25 44.95108(N)    105 59 14.05336(W)     ADJUSTED  
 CD1077* NAVD 88     -      1189.7    (meters)    3903.     (feet)  VERTCON   
 CD1077  ___________________________________________________________________
 CD1077  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 CD1077  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CD1077
 CD1077  HORZ ORDER  -  FIRST
 CD1077
 CD1077.The horizontal coordinates were established by classical geodetic methods
 CD1077.and adjusted by the National Geodetic Survey in February 1996..
 CD1077
 CD1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1077
 CD1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1077
 CD1077.The geoid height was determined by GEOID03.
 CD1077
 CD1077;                    North         East     Units Scale Factor Converg.
 CD1077;SPC TX C     - 3,209,039.155   162,741.431   MT  0.99990952   -2 54 43.5
 CD1077;SPC TX C     -10,528,322.63    533,927.51   sFT  0.99990952   -2 54 43.5
 CD1077;UTM  13      - 3,477,585.983   406,174.949   MT  0.99970858   -0 30 53.4
 CD1077
 CD1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1077!SPC TX C     -   0.99981701  x   0.99990952  =   0.99972655
 CD1077!UTM  13      -   0.99981701  x   0.99970858  =   0.99952565
 CD1077
 CD1077|---------------------------------------------------------------------|
 CD1077| PID    Reference Object                     Distance      Geod. Az  |
 CD1077|                                                           dddmmss.s |
 CD1077| CH9789 TORNILLO RM 3                        20.045 METERS 00451     |
 CD1077| CH9787 TORNILLO RM 1                        20.962 METERS 25022     |
 CD1077| CH9788 TORNILLO RM 2                        19.877 METERS 33446     |
 CD1077| CH9786 TORNILLO AZ MK                                     3345304.8 |
 CD1077|---------------------------------------------------------------------|
 CD1077
 CD1077                          SUPERSEDED SURVEY CONTROL
 CD1077
 CD1077  NAD 83(1986)-  31 25 44.96084(N)    105 59 14.04498(W) AD(       ) 1
 CD1077  NAD 27      -  31 25 44.52400(N)    105 59 12.14700(W) AD(       ) 1
 CD1077  NGVD 29 (07/19/86) 1189.1    (m)         3901.     (f) VERT ANG       
 CD1077
 CD1077.Superseded values are not recommended for survey control.
 CD1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1077.See file dsdata.txt to determine how the superseded data were derived.
 CD1077
 CD1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ0617577586(NAD 83)
 CD1077_MARKER: DS = TRIANGULATION STATION DISK
 CD1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1077
 CD1077  HISTORY     - Date     Condition        Report By
 CD1077  HISTORY     - 1934     MONUMENTED       CGS
 CD1077  HISTORY     - 1955     GOOD             AMS
 CD1077  HISTORY     - 1969     SEE DESCRIPTION  CGS
 CD1077
 CD1077                          STATION DESCRIPTION
 CD1077
 CD1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1077'STATION IS LOCATED ABOUT 6 MILES E OF TORNILLO, 11 MILES ESE OF
 CD1077'FABENS AND 10 MILES NW OF FORT HANCOCK.  IT IS ON THE HIGHEST
 CD1077'POINT OF A SANDY BRUSH-COVERED MESA.
 CD1077'
 CD1077'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CD1077'BRONZE DISKS SET IN CONCRETE.
 CD1077'
 CD1077'THE STATION MARK PROJECTS 6 INCHES AND IS ON THE HIGHEST POINT
 CD1077'IN THE IMMEDIATE VICINITY.
 CD1077'
 CD1077'REFERENCE MARKS PROJECT 6 INCHES.
 CD1077'
 CD1077'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS ON THE S SIDE OF THE
 CD1077'ROAD LEADING TO THE STATION.  IT IS 0.6 MILE VIA ROAD FROM THE
 CD1077'STATION.
 CD1077'
 CD1077'TO REACH THE STATION FROM TORNILLO RAILROAD STATION ON U.S.
 CD1077'HIGHWAY 80 GO SE ON U.S. HIGHWAY 80 FOR 4.45 MILES TO A GROUP OF
 CD1077'MEXICAN ADOBE HOUSES, STORE, AND GAS PUMP.  LEAVE U.S. HIGHWAY 80
 CD1077'HERE AND TURN LEFT ON DIRT AND SAND ROAD ABOUT 50 YARDS W OF THE
 CD1077'GAS PUMP.  FOLLOW THIS ROAD N AND NW 0.55 MILE TO A FORKS.  TAKE
 CD1077'RIGHT FORK AND GO 0.3 MILE TO RAILROAD TRACKS.  CROSS TRACKS AND
 CD1077'CONTINUE STRAIGHT AHEAD ON MAIN ROAD NE 2.35 MILES TO A FORKS.
 CD1077'TAKE RIGHT FORK NE AND GO 0.7 MILE TO FORKS.  TAKE RIGHT FORK,
 CD1077'DIM ROAD, AND GO S AND E 0.15 MILE TO HIGHEST POINT AND
 CD1077'STATION.
 CD1077'
 CD1077'WATER AND SUPPLIES IN FABENS.
 CD1077'
 CD1077'A 20-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CD1077
 CD1077                          STATION RECOVERY (1955)
 CD1077
 CD1077'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CD1077'STATION (A STANDARD DISK, STAMPED TORNILLO 1934 IN A CONCRETE POST)
 CD1077'RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARKS 1 AND
 CD1077'2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 CD1077
 CD1077                          STATION RECOVERY (1969)
 CD1077
 CD1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CD1077'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 CD1077'MARK WERE RECOVERED IN FAIR CONDITION.  DUE TO EROSION A NEW
 CD1077'STATION MARK AND A REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE OLD
 CD1077'POINT WAS HELD ON THE SURFACE STATION MARK BY USING THE OLD
 CD1077'UNDERGROUND MARK.  DUE TO CHANGES IN THE AREA A COMPLETE NEW
 CD1077'DESCRIPTION FOLLOWS.
 CD1077'
 CD1077'STATION IS LOCATED ABOUT 6 MILES EAST OF TORNILLO, 11 MILES
 CD1077'EAST-SOUTHEAST OF FABENS, AND 10 MILES NORTHWEST OF FT.
 CD1077'HANCOCK.  IT IS ON THE HIGHEST POINT OF A SANDY BRUSH-COVERED
 CD1077'MESA.  STATION IS LOCATED ON STATE OWNED LAND.
 CD1077'
 CD1077'TO REACH THE STATION FROM THE FT. HANCOCK EXIT OFF INTER-STATE 10,
 CD1077'WHICH IS ABOUT 2 MILES NORTH OF FT. HANCOCK, GO WESTERLY ON
 CD1077'INTER-STATE 10 FOR 10.5 MILES TO THE EL PASO-HUDSPETH COUNTY
 CD1077'LINE, CONTINUE AHEAD ON INTER-STATE 10 FOR 2.35 MILES TO A
 CD1077'BLADED ROAD ON THE RIGHT, JUST AFTER PASSING A LARGE PULL-OFF ON THE
 CD1077'RIGHT.  TURN RIGHT AND FOLLOW BLADED ROAD NORTHERLY FOR 0.75 MILE
 CD1077'TO A BLADED OFF AREA ON THE LEFT, KEEP RIGHT AND FOLLOW DIM TRACK
 CD1077'ROAD FOR 0.85 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CD1077'AHEAD ON DIM TRACK ROAD EASTERLY AND SOUTHERLY PICKING WAY
 CD1077'THROUGH SAND DUNES FOR 0.5 MILES TO HIGHEST POINT IN THE AREA
 CD1077'AND STATION.
 CD1077'
 CD1077'THE STATION MARK IS A STANDARD DISK, STAMPED TORNILLO 1934-1968,
 CD1077'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH
 CD1077'THE GROUND SURFACE, 5.0 FEET EAST-SOUTHEAST OF A METAL WITNESS POST
 CD1077'WITH SIGN ATTACHED.
 CD1077'
 CD1077'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TORNILLO NO. 1 1934,
 CD1077'SET IN THE TOP OF A 12X12 INCH SQUARE CONCRETE MONUMENT,
 CD1077'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE, 66.6 FEET
 CD1077'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CD1077'
 CD1077'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TORNILLO NO. 2 1934,
 CD1077'SET IN THE TOP OF A 12X12 INCH SQUARE CONCRETE MONUMENT.  DUE TO
 CD1077'EROSION THIS MARK PROJECTS 2 FEET ABOVE THE GROUND SURFACE,
 CD1077'60.6 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN
 CD1077'ATTACHED.
 CD1077'
 CD1077'REFERENCE MARK 3 IS A STANDARD DISK STAMPED TORNILLO NO. 3
 CD1077'1934-1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT,
 CD1077'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE, 63.0 FEET NORTHEAST
 CD1077'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CD1077'
 CD1077'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED TORNILLO
 CD1077'1934 AZIMUTH, SET IN THE TOP OF 12X12 INCH SQUARE CONCRETE
 CD1077'MONUMENT, PROJECTING 12 INCHES ABOVE THE GROUND SURFACE, 2.4 FEET
 CD1077'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED, 9.3
 CD1077'FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK
 CD1077'ROAD.
 CD1077'
 CD1077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CD1077'ABOUT 6 MILES EAST OF TORNILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1290 ***********************************************************************
 AH1290  DESIGNATION -  TORO WINDMILL
 AH1290  PID         -  AH1290
 AH1290  STATE/COUNTY-  TX/KLEBERG
 AH1290  USGS QUAD   -  PITA ISLAND (1975)
 AH1290
 AH1290                         *CURRENT SURVEY CONTROL
 AH1290  ___________________________________________________________________
 AH1290* NAD 83(1993)-  27 30 34.80630(N)    097 21 45.88567(W)     ADJUSTED  
 AH1290* NAVD 88     -                                                        
 AH1290  ___________________________________________________________________
 AH1290  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1290  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AH1290
 AH1290  HORZ ORDER  -  THIRD
 AH1290
 AH1290.The horizontal coordinates were established by classical geodetic methods
 AH1290.and adjusted by the National Geodetic Survey in February 1996..
 AH1290
 AH1290
 AH1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1290
 AH1290.The geoid height was determined by GEOID03.
 AH1290
 AH1290;                    North         East     Units Scale Factor Converg.
 AH1290;SPC TX S     - 5,204,698.069   412,355.744   MT  0.99993404   +0 30 58.8
 AH1290;SPC TX S     -17,075,746.91  1,352,870.47   sFT  0.99993404   +0 30 58.8
 AH1290;UTM  14      - 3,043,955.180   661,714.429   MT  0.99992281   +0 45 23.1
 AH1290
 AH1290                          SUPERSEDED SURVEY CONTROL
 AH1290
 AH1290  NAD 83(1986)-  27 30 34.81862(N)    097 21 45.86133(W) AD(       ) 4
 AH1290  NAD 27      -  27 30 33.67900(N)    097 21 44.88900(W) AD(       ) 3
 AH1290
 AH1290.Superseded values are not recommended for survey control.
 AH1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1290.See file dsdata.txt to determine how the superseded data were derived.
 AH1290
 AH1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6171443955(NAD 83)
 AH1290_MARKER: 66 = WINDMILL
 AH1290
 AH1290  HISTORY     - Date     Condition        Report By
 AH1290  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1290
 AH1290                          STATION DESCRIPTION
 AH1290
 AH1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1290'LOCATED ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT
 AH1290'14 MILES S OF THE NAVAL AIR STATION, CORPUS CHRISTI.
 AH1290'
 AH1290'TO REACH FROM THE S GATE OF THE NAVAL AIR STATION, PROCEED
 AH1290'0.6 MILE SW ON S.H. 358 TO WALDRON FIELD ROAD, SW 4.4 MILES
 AH1290'TO THE N GATE OF THE KING RANCH, S ON THE MAIN ROAD 8.6
 AH1290'MILES TO A TRAIL TO THE W., W 0.3 MILE TO A Y-ROAD (PASSING
 AH1290'YERBA ANIS WINDMILL), TAKE LEFT FORK 1.0 MILE SW TO STATION
 AH1290'SITE.
 AH1290'
 AH1290'STATION IS A STEEL WINDMILL 30 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0265 ***********************************************************************
 BB0265  DESIGNATION -  TORTUGA
 BB0265  PID         -  BB0265
 BB0265  STATE/COUNTY-  TX/PRESIDIO
 BB0265  USGS QUAD   -  LA BOQUILLA (1978)
 BB0265
 BB0265                         *CURRENT SURVEY CONTROL
 BB0265  ___________________________________________________________________
 BB0265* NAD 83(1993)-  29 41 31.48194(N)    104 16 04.67359(W)     ADJUSTED  
 BB0265* NAVD 88     -      1128.     (meters)    3701.     (feet)  SCALED    
 BB0265  ___________________________________________________________________
 BB0265  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 BB0265  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BB0265
 BB0265  HORZ ORDER  -  FIRST
 BB0265
 BB0265.The horizontal coordinates were established by classical geodetic methods
 BB0265.and adjusted by the National Geodetic Survey in February 1996..
 BB0265
 BB0265.The orthometric height was scaled from a topographic map.
 BB0265
 BB0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0265
 BB0265.The geoid height was determined by GEOID03.
 BB0265
 BB0265;                    North         East     Units Scale Factor Converg.
 BB0265;SPC TXSC     - 4,217,478.786    90,384.049   MT  0.99988260   -2 34 51.0
 BB0265;SPC TXSC     -13,836,844.98    296,535.00   sFT  0.99988260   -2 34 51.0
 BB0265;UTM  13      - 3,284,890.041   570,821.028   MT  0.99966188   +0 21 45.4
 BB0265
 BB0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0265!SPC TXSC     -   0.99982634  x   0.99988260  =   0.99970896
 BB0265!UTM  13      -   0.99982634  x   0.99966188  =   0.99948828
 BB0265
 BB0265|---------------------------------------------------------------------|
 BB0265| PID    Reference Object                     Distance      Geod. Az  |
 BB0265|                                                           dddmmss.s |
 BB0265| CH9790 TORTUGA RM 1                         21.050 METERS 04843     |
 BB0265| BB0264 ALAMO                               APPROX.13.8 KM 1030253.0 |
 BB0265| CH9791 TORTUGA RM 2                         34.168 METERS 16246     |
 BB0265|---------------------------------------------------------------------|
 BB0265
 BB0265                          SUPERSEDED SURVEY CONTROL
 BB0265
 BB0265  NAD 83(1986)-  29 41 31.47430(N)    104 16 04.66986(W) AD(       ) 1
 BB0265  NAD 27      -  29 41 30.83200(N)    104 16 02.94300(W) AD(       ) 1
 BB0265
 BB0265.Superseded values are not recommended for survey control.
 BB0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0265.See file dsdata.txt to determine how the superseded data were derived.
 BB0265
 BB0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN7082184890(NAD 83)
 BB0265_MARKER: DD = SURVEY DISK
 BB0265_SETTING: 80 = SET IN A BOULDER
 BB0265_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BB0265
 BB0265  HISTORY     - Date     Condition        Report By
 BB0265  HISTORY     - 1934     MONUMENTED       CGS
 BB0265  HISTORY     - 1973     GOOD             ARCO
 BB0265  HISTORY     - 1974     GOOD             USGS
 BB0265
 BB0265                          STATION DESCRIPTION
 BB0265
 BB0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0265'ABOUT 12 MILES NORTHEAST OF PRESIDIO, 9 MILES SOUTH-SOUTHEAST
 BB0265'OF SHAFTER AND ABOUT 6 MILES EAST OF U.S. HIGHWAY 67.  IT IS
 BB0265'ON THE WEST END OF A SHORT SPUR RIDGE EXTENDING SOUTHWEST
 BB0265'FROM THE MAIN RIDGE, LOCALLY KNOWN AS TORTUGA RIDGE AND ABOUT
 BB0265'1/2 MILE FROM THE ROAD.
 BB0265'
 BB0265'TO REACH FROM PRESIDIO POST OFFICE, GO EAST ON THE MAIN STREET
 BB0265'0.8 MILE TO DODGE GARAGE, TURN LEFT (NORTH) AND GO 0.1 MILE TO
 BB0265'CROSS STREET AT SOUTHEAST CORNER OF A LARGE SCHOOLHOUSE, TURN
 BB0265'RIGHT (EAST) AND GO 0.25 MILE TO CROSS STREETS, CONTINUE
 BB0265'EAST 1.1 MILES AND THEN TAKE LEFT FORK (MAIN ROAD) AND GO 1.0
 BB0265'MILE TO FORKS AT SIGN TO WELL LOCATION, TAKE LEFT FORK AND GO
 BB0265'1.0 MILE TO FORKS, TAKE RIGHT FORK, (NORTHEAST) AND GO 1.3
 BB0265'MILES TO FORKS, TAKE RIGHT FORK AND GO 2.15 MILES TO TOP OF
 BB0265'SHORT BUT VERY STEEP GRADE, CONTINUE 5.5 MILES TO A ROCK
 BB0265'CAIRN ON LEFT (WEST) SIDE OF THE ROAD, LEAVE ROAD, TURN LEFT
 BB0265'(WEST) AND GO ABOUT 1/2 MILE TO A SMALL KNOLL ON THE END OF
 BB0265'RIDGE.
 BB0265'
 BB0265'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BB0265'DISKS SET IN BOULDERS.
 BB0265'
 BB0265'REFERENCE MARK NO. 1 AND NO. 2 ARE ON THE SAME SPUR RIDGE AS
 BB0265'THE STATION.
 BB0265'
 BB0265'AZIMUTH MARK IS ABOUT 1/8 MILE SOUTH OF THE STATION ON ANOTHER
 BB0265'RIDGE TO THE EAST WHICH JOINS THE RIDGE THE STATION IS ON.
 BB0265
 BB0265                          STATION RECOVERY (1973)
 BB0265
 BB0265'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1973 (OWC)
 BB0265'TORTUGA - GOOD
 BB0265'
 BB0265'TORTUGA R.M. 1 - GOOD
 BB0265'
 BB0265'TORTUGA R.M. 2 - GOOD
 BB0265'
 BB0265'TORTUGA AZIMUTH - GOOD
 BB0265
 BB0265                          STATION RECOVERY (1974)
 BB0265
 BB0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LLS)
 BB0265'TO REACH FROM THE SOUTH JUNCTION OF FARM ROAD 170 AND U.S. HIGHWAY
 BB0265'67 AT PRESIDIO, GO EAST ALONG FARM ROAD 170 0.7 MILE.  THENCE
 BB0265'GO STRAIGHT AHEAD ON A GRADED ROAD 0.4 MILE TO JUNCTION OF A
 BB0265'GRADED ROAD LEFT TURN LEFT AND FOLLOW GRADED ROAD 5.0 MILES
 BB0265'TO A GATE.  TURN RIGHT ON A TRACK ROAD WHICH IS 300 FEET
 BB0265'NORTH OF GATE, AND GO 4.1 MILES GENERALLY NE TO A ROAD FORK.
 BB0265'GO LEFT STAYING ON TOP OF RIDGE 1.5 MILES TO A GATE ON THE
 BB0265'NORTH SIDE OF AN ARROYO.  CONTINUE THROUGH GATE AND STAY ON
 BB0265'ROAD FOLLOWING TOP OF RIDGE 1.7 MILES.  TURN LEFT, WEST, 0.45
 BB0265'MILE TO STATION ABOUT 25 FT. SOUTH OF DIM TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0751 ***********************************************************************
 AO0751  DESIGNATION -  TORTUGAS
 AO0751  PID         -  AO0751
 AO0751  STATE/COUNTY-  TX/ZAVALA
 AO0751  USGS QUAD   -  BATESVILLE SW (1972)
 AO0751
 AO0751                         *CURRENT SURVEY CONTROL
 AO0751  ___________________________________________________________________
 AO0751* NAD 83(1993)-  28 47 24.83078(N)    099 43 30.52840(W)     ADJUSTED  
 AO0751* NAVD 88     -       194.71   (+/-2cm)     638.8    (feet)  VERTCON   
 AO0751  ___________________________________________________________________
 AO0751  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AO0751  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AO0751
 AO0751  HORZ ORDER  -  FIRST
 AO0751  VERT ORDER  -  THIRD ? (See Below)
 AO0751
 AO0751.The horizontal coordinates were established by classical geodetic methods
 AO0751.and adjusted by the National Geodetic Survey in February 1996..
 AO0751
 AO0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0751.The vertical order pertains to the NGVD 29 superseded value.
 AO0751
 AO0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0751
 AO0751.The geoid height was determined by GEOID03.
 AO0751
 AO0751;                    North         East     Units Scale Factor Converg.
 AO0751;SPC TXSC     - 4,106,270.638   529,207.265   MT  0.99990810   -0 21 18.9
 AO0751;SPC TXSC     -13,471,989.58  1,736,240.84   sFT  0.99990810   -0 21 18.9
 AO0751;UTM  14      - 3,184,961.042   429,227.605   MT  0.99966181   -0 20 57.3
 AO0751
 AO0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0751!SPC TXSC     -   0.99997310  x   0.99990810  =   0.99988121
 AO0751!UTM  14      -   0.99997310  x   0.99966181  =   0.99963492
 AO0751
 AO0751:                Primary Azimuth Mark                     Grid Az
 AO0751:SPC TXSC     -  TORTUGAS AZ MK                           048 10 04.7
 AO0751:UTM  14      -  TORTUGAS AZ MK                           048 09 43.1
 AO0751
 AO0751|---------------------------------------------------------------------|
 AO0751| PID    Reference Object                     Distance      Geod. Az  |
 AO0751|                                                           dddmmss.s |
 AO0751| CV5618 TORTUGAS AZ MK                                     0474845.8 |
 AO0751| AO0750 BATESVILLE CABLE VISION MAST        APPROX.11.7 KM 0831956.4 |
 AO0751| CV5619 TORTUGAS RM 1                        26.691 METERS 11555     |
 AO0751| CV5620 TORTUGAS RM 2                        10.840 METERS 22417     |
 AO0751|---------------------------------------------------------------------|
 AO0751
 AO0751                          SUPERSEDED SURVEY CONTROL
 AO0751
 AO0751  NAD 83(1986)-  28 47 24.82816(N)    099 43 30.50716(W) AD(       ) 1
 AO0751  NAD 27      -  28 47 23.91545(N)    099 43 29.31924(W) AD(       ) 1
 AO0751  NGVD 29 (07/19/86)  194.60   (m)          638.5    (f) LEVELING    3  
 AO0751
 AO0751.Superseded values are not recommended for survey control.
 AO0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0751.See file dsdata.txt to determine how the superseded data were derived.
 AO0751
 AO0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2922884961(NAD 83)
 AO0751_MARKER: DS = TRIANGULATION STATION DISK
 AO0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0751
 AO0751  HISTORY     - Date     Condition        Report By
 AO0751  HISTORY     - 1971     MONUMENTED       NGS
 AO0751  HISTORY     - 20010823 POOR             USPSQD
 AO0751
 AO0751                          STATION DESCRIPTION
 AO0751
 AO0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0751'THE STATION IS ABOUT 15 MILES NORTH AND 9 MILES WEST OF BIG WELLS,
 AO0751'8 MILES NORTH AND 6-1/2 MILES EAST OF CRYSTAL CITY, ON THE NORTH
 AO0751'RIGHT-OF-WAY OF FARM ROAD 1025.
 AO0751'
 AO0751'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND FARM
 AO0751'ROAD 1867 IN BIG WELLS, GO NORTH AND NORTHWEST ON FARM ROAD 1867 FOR
 AO0751'17.6 MILES TO THE JUNCTION WITH FARM ROAD 1025.  TURN LEFT AND GO
 AO0751'WEST-NORTHWEST ON FARM ROAD 1025 FOR 4.45 MILE TO THE AZIMUTH MARK
 AO0751'ON THE LEFT.  CONTINUE WEST-NORTHWEST ON FARM ROAD 1025 FOR 0.75
 AO0751'MILE TO THE STATION ON THE RIGHT, THIS IS 0.8 MILE BEFORE REACHING A
 AO0751'FARM LABOR CAMP.
 AO0751'
 AO0751'STATION MARKS ARE STANDARD DISKS, STAMPED TORTUGAS 1971.  THE SURFACE
 AO0751'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0751'THAT IS FLUSH WITH THE GROUND.  IT IS 45.0 FEET NORTHWEST OF THE
 AO0751'CENTER OF FARM ROAD 1025, 18.0 FEET SOUTHWEST OF THE CENTER OF A
 AO0751'METAL GATE AND 3.2 FEET SOUTHEAST OF A WITNESS POST.  THE UNDERGROUND
 AO0751'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 AO0751'GROUND SURFACE.
 AO0751'
 AO0751'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TORTUGAS NO 1 1971, SET
 AO0751'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0751'1 INCH ABOVE THE GROUND.  IT IS 39.5 FEET SOUTHEAST OF THE CENTER
 AO0751'OF FARM ROAD 1025, 12.0 FEET NORTH-NORTHEAST OF THE CENTER OF A
 AO0751'WIRE GATE, 1.5 FEET NORTHWEST OF A FENCE AND ABOUT 2 FEET LOWER
 AO0751'THAN THE STATION.
 AO0751'
 AO0751'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TORTUGAS NO 2 1971, SET
 AO0751'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0751'WITH THE GROUND.  IT IS 47.0 FEET NORTHWEST OF THE CENTER OF FARM
 AO0751'ROAD 1025, 35.7 FEET SOUTH-SOUTHWEST OF THE WITNESS POST, 2.4 FEET
 AO0751'SOUTHEAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 AO0751'STATION.
 AO0751'
 AO0751'AZIMUTH MARK IS A STANDARD DISK, STAMPED TORTUGAS 1971, SET IN THE
 AO0751'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 AO0751'INCHES ABOVE THE GROUND.  IT IS 48.5 FEET SOUTH OF THE CENTER OF FARM
 AO0751'ROAD 1025, 25.0 FEET WEST OF THE CENTER OF A METAL GATE, 2.1 FEET
 AO0751'WEST OF A WITNESS POST AND 1.3 FEET NORTH OF A FENCE.
 AO0751'
 AO0751'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
 AO0751
 AO0751                          STATION RECOVERY (2001)
 AO0751
 AO0751'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0751'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0728 ***********************************************************************
 DO0728  DESIGNATION -  TORY
 DO0728  PID         -  DO0728
 DO0728  STATE/COUNTY-  TX/JACK
 DO0728  USGS QUAD   -  BARTONS CHAPEL (1982)
 DO0728
 DO0728                         *CURRENT SURVEY CONTROL
 DO0728  ___________________________________________________________________
 DO0728* NAD 83(1993)-  33 02 52.17902(N)    098 08 04.60296(W)     ADJUSTED  
 DO0728* NAVD 88     -       383.5    (meters)    1258.     (feet)  VERTCON   
 DO0728  ___________________________________________________________________
 DO0728  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DO0728  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DO0728
 DO0728  HORZ ORDER  -  FIRST
 DO0728
 DO0728.The horizontal coordinates were established by classical geodetic methods
 DO0728.and adjusted by the National Geodetic Survey in February 1996..
 DO0728
 DO0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0728
 DO0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0728
 DO0728.The geoid height was determined by GEOID03.
 DO0728
 DO0728;                    North         East     Units Scale Factor Converg.
 DO0728;SPC TXNC     - 2,153,215.872   634,123.838   MT  0.99987262   +0 11 57.4
 DO0728;SPC TXNC     - 7,064,342.41  2,080,454.63   sFT  0.99987262   +0 11 57.4
 DO0728;UTM  14      - 3,656,921.899   580,798.558   MT  0.99968049   +0 28 19.0
 DO0728
 DO0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0728!SPC TXNC     -   0.99994428  x   0.99987262  =   0.99981691
 DO0728!UTM  14      -   0.99994428  x   0.99968049  =   0.99962479
 DO0728
 DO0728|---------------------------------------------------------------------|
 DO0728| PID    Reference Object                     Distance      Geod. Az  |
 DO0728|                                                           dddmmss.s |
 DO0728| CX8846 TORY RM 2                            23.880 METERS 00645     |
 DO0728| CX8845 TORY RM 1                            24.885 METERS 24621     |
 DO0728| CX8844 TORY AZ MK                                         3520721.4 |
 DO0728|---------------------------------------------------------------------|
 DO0728
 DO0728                          SUPERSEDED SURVEY CONTROL
 DO0728
 DO0728  NAD 83(1993)-  33 02 52.18111(N)    098 08 04.59440(W) AD(       ) 1
 DO0728  NAD 83(1986)-  33 02 52.18209(N)    098 08 04.58838(W) AD(       ) 1
 DO0728  NAD 27      -  33 02 51.75557(N)    098 08 03.43134(W) AD(       ) 1
 DO0728  NGVD 29 (07/19/86)  383.4    (m)         1258.     (f) VERT ANG       
 DO0728
 DO0728.Superseded values are not recommended for survey control.
 DO0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0728.See file dsdata.txt to determine how the superseded data were derived.
 DO0728
 DO0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8079956922(NAD 83)
 DO0728_MARKER: DD = SURVEY DISK
 DO0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0728
 DO0728  HISTORY     - Date     Condition        Report By
 DO0728  HISTORY     - 1959     MONUMENTED       USGS
 DO0728  HISTORY     - 1967     GOOD             USGS
 DO0728  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0728
 DO0728                          STATION DESCRIPTION
 DO0728
 DO0728'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DO0728'STATION IS LOCATED IN JACK COUNTY, TEXAS, ABOUT 11.5 MI. (AIRLINE) S.
 DO0728'AND 1.5 MI. E. OF JACKSBORO.  ABOUT 4.0 MI. W. AND 1.6 MI. N. OF
 DO0728'PERRIN.  ABOUT 1.5 MI. S. OF FARM ROAD 2350.  ON AN EASTERN AND GRASSY
 DO0728'TOP OF A PROMINENT N-S. RIDGE.
 DO0728'
 DO0728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND FARM
 DO0728'ROAD 2350 IN PERRIN, GO 5.9 MI. W., N., AND W. TOWARD BARTONS CHAPEL
 DO0728'TO A GATE ON THE LEFT ON TOP OF RIDGE.  TURN LEFT FOR 1.0 MI. ON THE
 DO0728'MIDDLE FORK OF TRACK RDS. TO GATE, CONTINUE 0.4 MI. AND TURN LEFT,
 DO0728'ABOUT 200 FT. TO THE TOP AND THE STATION.
 DO0728'
 DO0728'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.3
 DO0728'FT., STAMPED ---TORY - ET 1959---.
 DO0728'
 DO0728'REFERENCE MARKS--NONE.
 DO0728
 DO0728                          STATION RECOVERY (1967)
 DO0728
 DO0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (LLC)
 DO0728'STATION IS LOCATED ABOUT 12 MILES SOUTH OF JACKSBORO, ABOUT 6 MILES
 DO0728'NORTH-NORTHEAST OF ORAN, ABOUT 4 MILES NORTHWEST OF PERRIN AND
 DO0728'1.25 MILE SOUTH OF FARM TO MARKET ROAD 2350.  THE STATION MARK IS
 DO0728'ON THE EAST END OF A NORTH-SOUTH RIDGE, THAT IS USED AS PASTURE
 DO0728'LAND.  THE PROPERTY IS OWNED BY THE PRICE ESTATE, MR. W.A. SMITH
 DO0728'FOREMAN.
 DO0728'
 DO0728'THE STATION IS 4.2 FEET EAST OF A METAL WITNESS POST WITH SIGN
 DO0728'ATTACHED.  IT IS MARKED BY A STANDARD GEOLOGICAL BENCH MARK DISK,
 DO0728'SET IN THE TOP OF A 6X6 INCH CONCRETE POST, THAT PROJECTS 3
 DO0728'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 DO0728'TORY-ET 1258 FEET 1959.
 DO0728'
 DO0728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND FARM
 DO0728'TO MARKET ROAD 2210 IN PERRIN, GO WEST AND NORTH ON FARM TO MARKET
 DO0728'ROAD FOR 4.4 MILE TO MR. W.A. SMITHS RANCH HOUSE ON THE LEFT,
 DO0728'(OBTAIN KEY).  CONTINUE NORTHERLY FOR 0.9 MILE TO A FORK AND THE
 DO0728'JUNCTION OF FARM TO MARKET ROADS 2210, 2350.  TAKE THE LEFT FORK
 DO0728'FARM TO MARKET ROAD 2350 AND GO WESTERLY FOR 0.4 MILE TO A
 DO0728'LOCKED METAL GATE ON THE RIGHT, SOUTH SIDE OF ROAD.  PASS THRU
 DO0728'GATE AND KEEP THE LEFT FORK AND GO SOUTHERLY ON TRACK ROAD FOR
 DO0728'0.75 MILE TO A WIRE GATE, (AZIMUTH MARK IS 152 FEET EAST OF
 DO0728'THE CENTER OF THE GATE).  PASS THRU GATE AND CONTINUE
 DO0728'SOUTHERLY ON TRACK ROAD FOR 0.4 MILE TO STATION ON THE HIGHEST
 DO0728'PART OF HILL, AS DESCRIBED.
 DO0728'
 DO0728'AZIMUTH MARK IS 152 FEET EAST OF THE CENTER OF WIRE GATE, 3.7
 DO0728'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT
 DO0728'SOUTH OF FENCELINE.  IT IS MARKED BY A STANDARD DISK, SET IN THE
 DO0728'TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT, THAT PROJECTS ABOVE
 DO0728'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED TORY 1967.
 DO0728'
 DO0728'REFERENCE MARK NO. 1 IS 26 FEET SOUTHEAST OF A 10 INCH TREE.  IT
 DO0728'IS MARKED BY A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A
 DO0728'12 INCH CONCRETE CYLINDER MONUMENT, THAT PROJECTS 2 INCHES ABOVE
 DO0728'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED TORY NO 1 1967.
 DO0728'
 DO0728'REFERENCE MARK NO. 2 IS 19 FEET SOUTH OF A SMALL BUNCH OF
 DO0728'TREES.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK, SET IN THE
 DO0728'TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT, THAT PROJECTS 3
 DO0728'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 DO0728'TORY NO 2 1967.
 DO0728'
 DO0728'HEIGHT OF LIGHT ABOVE STATION MARK 22.03 METERS.
 DO0728
 DO0728                          STATION RECOVERY (2005)
 DO0728
 DO0728'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 DO0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0941 ***********************************************************************
 AW0941  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0941  DESIGNATION -  TORY HILL RESET
 AW0941  PID         -  AW0941
 AW0941  STATE/COUNTY-  TX/HARRIS
 AW0941  USGS QUAD   -  HIGHLANDS (1995)
 AW0941
 AW0941                         *CURRENT SURVEY CONTROL
 AW0941  ___________________________________________________________________
 AW0941* NAD 83(1993)-  29 45 58.31246(N)    095 04 23.43520(W)     ADJUSTED  
 AW0941* NAVD 88     -         6.46   (meters)      21.2    (feet)  GPS OBS   
 AW0941  ___________________________________________________________________
 AW0941  X           -    -489,992.824 (meters)                     COMP
 AW0941  Y           -  -5,519,444.252 (meters)                     COMP
 AW0941  Z           -   3,147,892.198 (meters)                     COMP
 AW0941  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW0941  ELLIP HEIGHT-         -20.78  (meters)          (12/03/01) GPS OBS
 AW0941  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0941  DYNAMIC HT  -           6.45  (meters)      21.2   (feet)  COMP
 AW0941  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 AW0941
 AW0941  HORZ ORDER  -  FIRST
 AW0941  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0941  ELLP ORDER  -  FOURTH    CLASS II
 AW0941
 AW0941.The horizontal coordinates were established by GPS observations
 AW0941.and adjusted by the National Geodetic Survey in December 2001..
 AW0941
 AW0941.The orthometric height was determined by GPS observations and a
 AW0941.high-resolution geoid model using precise GPS observation and
 AW0941.processing techniques. It supersedes the leveled height previously
 AW0941.determined for this station.
 AW0941.The vertical order pertains to the first NAVD 88 superseded value.
 AW0941
 AW0941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0941
 AW0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0941
 AW0941.The ellipsoidal height was determined by GPS observations
 AW0941.and is referenced to NAD 83.
 AW0941
 AW0941.The geoid height was determined by GEOID03.
 AW0941
 AW0941.The dynamic height is computed by dividing the NAVD 88
 AW0941.geopotential number by the normal gravity value computed on the
 AW0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0941.degrees latitude (g = 980.6199 gals.).
 AW0941
 AW0941.The modeled gravity was interpolated from observed gravity values.
 AW0941
 AW0941;                    North         East     Units Scale Factor Converg.
 AW0941;SPC TXSC     - 4,220,588.699   979,657.023   MT  0.99989148   +1 55 25.7
 AW0941;SPC TXSC     -13,847,048.09  3,214,091.42   sFT  0.99989148   +1 55 25.7
 AW0941;UTM  15      - 3,294,679.504   299,557.545   MT  1.00009574   -1 01 46.5
 AW0941
 AW0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0941!SPC TXSC     -   1.00000326  x   0.99989148  =   0.99989474
 AW0941!UTM  15      -   1.00000326  x   1.00009574  =   1.00009900
 AW0941
 AW0941|---------------------------------------------------------------------|
 AW0941| PID    Reference Object                     Distance      Geod. Az  |
 AW0941|                                                           dddmmss.s |
 AW0941| CV6872 TORY HILL RM N                       26.393 METERS 00647     |
 AW0941| CV6871 TORY HILL RM E                       33.147 METERS 09627     |
 AW0941| AW6246 HSC RNG T EXT 1955                  357.095 METERS 09942     |
 AW0941| AW6236 HOUSTON SHIP CHAN RANGE S RLT       APPROX. 0.8 KM 1364005.5 |
 AW0941| AW6251 HOUSTON SHIP CHAN RANGE X RLT       APPROX. 1.8 KM 1410335.6 |
 AW0941| AW6254 HOUSTON SHIP CHAN RANGE W EXT       APPROX. 1.4 KM 1452915.2 |
 AW0941| AW6229 HOUSTON SHIP CHAN RANGE S FLT       APPROX. 1.3 KM 1483752.6 |
 AW0941| AW6303 HOUSTON SHIP CHAN RANGE U EXT       APPROX. 2.2 KM 1511636.5 |
 AW0941| AW6317 HOUSTON SHIP CHAN RANGE V RLT       APPROX. 2.4 KM 1512709.1 |
 AW0941| AW6300 HOUSTON SHIP CHAN RANGE V FLT       APPROX. 2.2 KM 1520111.1 |
 AW0941| AW6314 HOUSTON SHIP CHAN RANGE O FLT       APPROX. 3.1 KM 1580138.1 |
 AW0941| AW6296 HOUSTON SHIP CHAN RANGE O RLT       APPROX. 2.8 KM 1611342.2 |
 AW0941| AW6295 HOUSTON SHIP CHAN RANGE P EXT       APPROX. 2.8 KM 1612944.9 |
 AW0941| AW6231 HOUSTON SHIP CHAN RANGE Q FLT       APPROX. 1.5 KM 1634156.7 |
 AW0941| AW6253 HOUSTON SHIP CHAN RANGE U FLT       APPROX. 0.6 KM 1644224.9 |
 AW0941| AW6228 HOUSTON SHIP CHAN RANGE Q RLT       APPROX. 1.2 KM 1674110.0 |
 AW0941| AW6241 HOUSTON SHIP CHAN RANGE R EXT       APPROX. 1.3 KM 1674817.0 |
 AW0941| AW6230 HOUSTON SHIP CHAN RANGE U RLT       332.356 METERS 17915     |
 AW0941| AW6225 HOUSTON SHIP CHAN RANGE V EXT       268.257 METERS 19838     |
 AW0941| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 2.0 KM 2015311.1 |
 AW0941| AW6243 HOUSTON SHIP CHAN LT 58 1955        APPROX. 1.9 KM 2472738.0 |
 AW0941| AJ4423 877 0733 C TIDAL                    APPROX. 0.5 KM 2512839.9 |
 AW0941| AW6240 HOUSTON SHIP CHAN LT 56 1955        APPROX. 1.6 KM 2582627.9 |
 AW0941| AW6233 HOUSTON SHIP CHAN RANGE W FLT       APPROX. 1.0 KM 2663115.6 |
 AW0941| AW6234 HOUSTON SHIP CHAN RANGE X EXT       APPROX. 1.1 KM 2671703.8 |
 AW0941| AW6237 HOUSTON SHIP CHAN RANGE W RLT       APPROX. 1.2 KM 2720142.1 |
 AW0941|---------------------------------------------------------------------|
 AW0941
 AW0941                          SUPERSEDED SURVEY CONTROL
 AW0941
 AW0941  ELLIP H (10/25/00)  -20.74   (m)                       GP(       ) 4 1
 AW0941  NAD 83(1993)-  29 45 58.31316(N)    095 04 23.43472(W) AD(       ) 1
 AW0941  ELLIP H (10/17/96)  -20.62   (m)                       GP(       ) 3 1
 AW0941  NAD 83(1993)-  29 45 58.31141(N)    095 04 23.43821(W) AD(       ) 2
 AW0941  NAD 83(1986)-  29 45 58.32695(N)    095 04 23.41943(W) AD(       ) 2
 AW0941  NAD 27      -  29 45 57.51092(N)    095 04 22.67178(W) AD(       ) 2
 AW0941  NAVD 88 (06/15/91)    6.458  (m)           21.19   (f) ADJUSTED    1 2
 AW0941  NGVD 29 (12/23/87)    6.456  (m)           21.18   (f) ADJUSTED    1 2
 AW0941
 AW0941.Superseded values are not recommended for survey control.
 AW0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0941.See file dsdata.txt to determine how the superseded data were derived.
 AW0941
 AW0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9955894680(NAD 83)
 AW0941_MARKER: B = BOLT
 AW0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0941_SP_SET: CONCRETE POST
 AW0941_MARK LOGO: USE   
 AW0941_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0941+STABILITY: SURFACE MOTION
 AW0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0941+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1995
 AW0941
 AW0941  HISTORY     - Date     Condition        Report By
 AW0941  HISTORY     - 1949     MONUMENTED       HLPCO
 AW0941  HISTORY     - 1952     GOOD             CGS
 AW0941  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AW0941  HISTORY     - 1955     GOOD             CGS
 AW0941  HISTORY     - 1959     GOOD             NGS
 AW0941  HISTORY     - 1963     GOOD             CGS
 AW0941  HISTORY     - 1964     GOOD             NGS
 AW0941  HISTORY     - 1971     GOOD             NGS
 AW0941  HISTORY     - 1978     GOOD             NGS
 AW0941  HISTORY     - 1986     GOOD             NGS
 AW0941  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 AW0941  HISTORY     - 19950417 GOOD             HGCSD
 AW0941  HISTORY     - 20030918 MARK NOT FOUND   USCG
 AW0941
 AW0941                          STATION DESCRIPTION
 AW0941
 AW0941'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1949 (THE)
 AW0941'THE U.S.E. CAST-IRON MONUMENT WAS FOUND BROKEN OFF BELOW THE
 AW0941'GROUND.  IT WAS REMOVED AND THE TON RESET IN THE CENTER OF A
 AW0941'CIRCULAR MASS OF CONCRETE 24 INCHES IN DIAMETER AND 30 INCHES
 AW0941'DEEP WITH 3/4-INCH BRASS ROD 5 FEET LONG EXTENDING VERTICALLY
 AW0941'THROUGH THE CENTER.  THE MONUMENT PROTRUDES ABOUT 6 INCHES
 AW0941'OUT OF THE GROUND AND IS BEVELED AT THE TOP.  ONE REFERENCE
 AW0941'PIPE WAS FOUND BROKEN AT THE GROUND LINE.  A 1-INCH IRON ROD
 AW0941'WAS DRIVEN THROUGH THE CENTER AND THE PIPE FILLED WITH
 AW0941'CONCRETE.  THE OTHER REFERENCE MARK WAS FOUND INTACT WITH U.S.E.
 AW0941'DISK.
 AW0941'
 AW0941'THE FOLLOWING AZIMUTHS WERE DETERMINED BY OBSERVATION OF
 AW0941'STATION SANTA ANNA--
 AW0941'
 AW0941'NOTE--UNABLE TO OBTAIN A SATISFACTORY POSITION CHECK ON THIS
 AW0941'STATION IN TRAVERSING BETWEEN STATION SAN JACINTO AND SANTA
 AW0941'ANNA.  ALSO NOTED THAT COURSES AND DISTANCES TO THE REFERENCE
 AW0941'MARKS DID NOT CHECK WITH DESCRIPTION IN SPECIAL PUBLICATION
 AW0941'NO. 17.
 AW0941
 AW0941                          STATION RECOVERY (1952)
 AW0941
 AW0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW0941'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW0941'PREVIOUS DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 AW0941'
 AW0941'STATION IS LOCATED APPROXIMATELY 1/4 MILE E OF THE LYNCHBURG
 AW0941'FERRY ALONG THE CROSBY-LYNCHBURG ROAD, ON TOP OF A VERY
 AW0941'PROMINENT HILL, 130 FEET S OF THE CENTER LINE OF THE PAVED
 AW0941'HIGHWAY, 91.3 FEET S OF A POWER POLE ON TOP OF HILL, 89.0 FEET
 AW0941'S OF FENCE PARALLELING THE ROAD, 69.3 FEET E OF THE SE CORNER
 AW0941'OF THE ONLY BUILDING IN THE VICINITY, AND 2 FEET S OF A 4-
 AW0941'BY 4-INCH WITNESS POST.
 AW0941'
 AW0941'STATION MARK IS A 6-INCH CAST-IRON DISK SET IN A 15-INCH
 AW0941'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  ORIGINAL
 AW0941'DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 AW0941
 AW0941                          STATION RECOVERY (1953)
 AW0941
 AW0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW0941'0.4 MI. NE ALONG THE CROSBY AND LYNCHBURG ROAD FROM THE NE
 AW0941'FERRY LANDING AT LYNCHBURG, 145 FT. S OF THE CENTERLINE OF THE
 AW0941'ROAD, 90 FT. S OF A FENCE, 67 FT. E OF THE SE CORNER OF AN OLD
 AW0941'BARN, 3 FT. S OF A WITNESS POST, A COPPER BOLT SET IN THE
 AW0941'TOP OF A CONCRETE POST.  A NEW CONCRETE CAP HAS BEEN PUT ON
 AW0941'TOP OF THE ORIGINAL CONCRETE CAP.  THE BOLT IS SET IN THE TOP
 AW0941'OF THE NEW CONCRETE CAP.  THE NUMBERS 5-3-49 ARE CAST IN THE
 AW0941'TOP OF THE NEW CAP.
 AW0941'
 AW0941'REFERENCE MARK (U.S.E.) WAS RECOVERED AS DESCRIBED ON LINE
 AW0941'GALVESTON VIA LA PORTE TO HOUSTON, TEXAS.  ON LITHOGRAPH SHEET
 AW0941'DATED 27 MAY 1944 AND REPRINTED 5 DECEMBER 1951.
 AW0941
 AW0941                          STATION RECOVERY (1955)
 AW0941
 AW0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW0941'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW0941'REVISED DESCRIPTION FOLLOWS--
 AW0941'
 AW0941'LOCATED 0.5 MI. E OF LYNCHBURG.  TO REACH FROM THE FERRY
 AW0941'CROSSING ACROSS HOUSTON SHIP CHANNEL GO N AND E ALONG
 AW0941'LYNCHBURG-CROSBY ROAD FOR 0.5 MI. TO THE TOP OF A PROMINENT KNOLL
 AW0941'AND THE STATION ON THE RIGHT.  STATION IS 130 FT. S OF THE
 AW0941'CENTERLINE OF THE HIGHWAY, 91 FT. S OF THE POWERLINE POLE ON TOP OF
 AW0941'THE HILL, 89 FT. S OF THE FENCE PARALLELING THE ROAD, AND
 AW0941'69.3 FT. E OF THE SE CORNER OF THE ONLY BUILDING IN THE
 AW0941'VICINITY.
 AW0941'
 AW0941'STATION MARK IS A 1/4-IN. COPPER BOLT SET IN THE TOP OF A
 AW0941'6-IN. PIPE FILLED WITH CONCRETE.  THE PIPE IS ALSO EMBEDDED IN
 AW0941'A MASS OF CONCRETE.  THE MARK PROJECTS 4 IN.
 AW0941'
 AW0941'ONE REFERENCE MARK IS N-NE OF THE STATION, AND 3 FT. S OF THE
 AW0941'FENCE PARALLELING THE HIGHWAY.  A METAL PLUG, SET IN THE TOP
 AW0941'OF A 4-IN. ROUND CONCRETE MONUMENT PROJECTING 0.5 FT.
 AW0941'
 AW0941'ANOTHER REFERENCE MARK IS E OF THE STATION, AND IS A CAST-IRON
 AW0941'CAP ON AN IRON PIPE WITH AN ARROW AND THE WORDS USE CAST
 AW0941'IN THE CAP.  THE MONUMENT PROJECTS 0.5 FT.
 AW0941'
 AW0941'SAN JACINTO BATTLEFIELD MONUMENT, 1942, APPROXIMATELY 1 MI.
 AW0941'SW OF THE STATION, WAS OBSERVED AS AN AZIMUTH MARK.
 AW0941'
 AW0941'THE FOLLOWING DISTANCES AND DIRECTIONS WERE OBSERVED--
 AW0941'
 AW0941'OBSERVATIONS WERE MADE FROM A 64-FT. STEEL TOWER.
 AW0941
 AW0941                          STATION RECOVERY (1959)
 AW0941
 AW0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW0941'0.35 MI NE FROM LYNCHBURG.
 AW0941'ABOUT 0.35 MILE NORTHEAST ALONG THE CROSBY-LYNCHBURG ROAD FROM THE
 AW0941'NORTH FERRY LANDING AT LYNCHBURG, ON THE CREST OF A BRUSH COVERED
 AW0941'HILL, ABOUT 0.15 MILE WEST OF A FARMHOUSE AT THE EAST BASE OF THE
 AW0941'HILL, 136 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11 1/2 FEET
 AW0941'NORTHWEST OF A BLAZED HACKBERRY TREE, 87 1/2 FEET SOUTH OF A POWER
 AW0941'POLE, 67 FEET EAST OF THE SOUTHEAST CORNER OF AN OLD BARN, 86 1/2 FEET
 AW0941'SOUTH OF A FENCE, 100 FEET WEST OF R.M. TORY HILL (U.S.E.), 3 FEET
 AW0941'SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A STEEL CAP
 AW0941'IMBEDED IN A CONCRETE POST PROJECTING 3 INCHES.
 AW0941
 AW0941                          STATION RECOVERY (1963)
 AW0941
 AW0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 AW0941'THIS MARK WAS RECOVERED AS DESCRIBED.
 AW0941'
 AW0941'R.M. 1 WAS RECOVERED AS DESCRIBED.
 AW0941'
 AW0941'R.M. TORY HILL IS ABOUT 0.35 MILE NORTHEAST ALONG THE
 AW0941'CROSBY-LYNCHBURG ROAD FROM THE NORTH FERRY LANDING AT LYNCHBURG,
 AW0941'ABOUT 0.15 MILE WEST OF A FARMHOUSE, ABOUT 100 YARDS EAST OF A TAVERN
 AW0941'NAMED MAES PLACE, ON THE CREST OF A BRUSH COVERED HILL, 167
 AW0941'FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 100 FEET EAST
 AW0941'OF THE STATION MARK, AND ON THE TOP OF A 3-INCH IRON PIPE
 AW0941'PROJECTING 4 INCHES.
 AW0941'
 AW0941'NOTE--R.M. TORY HILL IS LEANING IN A NORTHEASTERLY DIRECTION
 AW0941'BUT IS STILL SOLID.
 AW0941
 AW0941                          STATION RECOVERY (1964)
 AW0941
 AW0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0941'RECOVERED IN GOOD CONDITION.
 AW0941
 AW0941                          STATION RECOVERY (1971)
 AW0941
 AW0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0941'RECOVERED IN GOOD CONDITION.
 AW0941
 AW0941                          STATION RECOVERY (1978)
 AW0941
 AW0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0941'RECOVERED IN GOOD CONDITION.
 AW0941
 AW0941                          STATION RECOVERY (1986)
 AW0941
 AW0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0941'RECOVERED IN GOOD CONDITION.
 AW0941
 AW0941                          STATION RECOVERY (1994)
 AW0941
 AW0941'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0941'MARK NOT FOUND.
 AW0941
 AW0941                          STATION RECOVERY (1995)
 AW0941
 AW0941'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0941'RECOVERED AS DESCRIBED.
 AW0941
 AW0941                          STATION RECOVERY (2003)
 AW0941
 AW0941'RECOVERY NOTE BY US COAST GUARD 2003 (AJM)
 AW0941'MARK REMOVED/PAVED OVER BY NEW ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2004 ***********************************************************************
 AW2004  DESIGNATION -  TORY HILL RM 1 USE
 AW2004  PID         -  AW2004
 AW2004  STATE/COUNTY-  TX/HARRIS
 AW2004  USGS QUAD   -  HIGHLANDS (1995)
 AW2004
 AW2004                         *CURRENT SURVEY CONTROL
 AW2004  ___________________________________________________________________
 AW2004* NAD 83(1986)-  29 45 59.     (N)    095 04 23.     (W)     SCALED    
 AW2004* NAVD 88     -         7.30   (+/-2cm)      24.0    (feet)  VERTCON   
 AW2004  ___________________________________________________________________
 AW2004  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW2004
 AW2004  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2004
 AW2004.The horizontal coordinates were scaled from a topographic map and have
 AW2004.an estimated accuracy of +/- 6 seconds.
 AW2004
 AW2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2004.The vertical order pertains to the NGVD 29 superseded value.
 AW2004
 AW2004.The geoid height was determined by GEOID03.
 AW2004
 AW2004;                    North         East    Units  Estimated Accuracy
 AW2004;SPC TXSC     - 4,220,610.      979,670.      MT  (+/- 180 meters Scaled)
 AW2004
 AW2004                          SUPERSEDED SURVEY CONTROL
 AW2004
 AW2004  NGVD 29 (??/??/92)    7.297  (m)           23.94   (f) ADJ UNCH    1 2
 AW2004
 AW2004.Superseded values are not recommended for survey control.
 AW2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2004.See file dsdata.txt to determine how the superseded data were derived.
 AW2004
 AW2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN995947(NAD 83)
 AW2004_MARKER: B = BOLT
 AW2004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2004
 AW2004  HISTORY     - Date     Condition        Report By
 AW2004  HISTORY     - UNK      MONUMENTED       USE
 AW2004  HISTORY     - 1959     GOOD             NGS
 AW2004  HISTORY     - 1964     GOOD             NGS
 AW2004  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2004  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW2004
 AW2004                          STATION DESCRIPTION
 AW2004
 AW2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2004'0.35 MI NE FROM LYNCHBURG.
 AW2004'ABOUT 0.35 MILE NORTHEAST ALONG THE CROSBY-LYNCHBURG ROAD FROM THE
 AW2004'NORTH FERRY LANDING AT LYNCHBURG, ON THE CREST OF A BRUSH COVERED
 AW2004'HILL, ABOUT 0.15 MILE WEST OF A FARMHOUSE AT THE BASE OF THE HILL, 52
 AW2004'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 84 FEET NORTH OF
 AW2004'TRIANGULATION STATION TORY HILL (U.S.E.), 54 FEET EAST OF A POWER
 AW2004'POLE, 2 1/2 FEET SOUTH OF A FENCE, AND IN THE TOP OF A 2 1/2-INCH IRON
 AW2004'PIPE FILLED WITH CONCRETE PROJECTING 5 INCHES.
 AW2004
 AW2004                          STATION RECOVERY (1964)
 AW2004
 AW2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2004'RECOVERED IN GOOD CONDITION.
 AW2004
 AW2004                          STATION RECOVERY (1978)
 AW2004
 AW2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2004'NOT RECOVERED.
 AW2004
 AW2004                          STATION RECOVERY (2004)
 AW2004
 AW2004'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2005 ***********************************************************************
 AW2005  DESIGNATION -  TORY HILL RM USE
 AW2005  PID         -  AW2005
 AW2005  STATE/COUNTY-  TX/HARRIS
 AW2005  USGS QUAD   -  HIGHLANDS (1995)
 AW2005
 AW2005                         *CURRENT SURVEY CONTROL
 AW2005  ___________________________________________________________________
 AW2005* NAD 83(1986)-  29 45 59.     (N)    095 04 22.     (W)     SCALED    
 AW2005* NAVD 88     -         6.80   (+/-2cm)      22.3    (feet)  VERTCON   
 AW2005  ___________________________________________________________________
 AW2005  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW2005
 AW2005  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2005
 AW2005.The horizontal coordinates were scaled from a topographic map and have
 AW2005.an estimated accuracy of +/- 6 seconds.
 AW2005
 AW2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2005.The vertical order pertains to the NGVD 29 superseded value.
 AW2005
 AW2005.The geoid height was determined by GEOID03.
 AW2005
 AW2005;                    North         East    Units  Estimated Accuracy
 AW2005;SPC TXSC     - 4,220,610.      979,700.      MT  (+/- 180 meters Scaled)
 AW2005
 AW2005                          SUPERSEDED SURVEY CONTROL
 AW2005
 AW2005  NGVD 29 (??/??/92)    6.799  (m)           22.31   (f) ADJ UNCH    1 2
 AW2005
 AW2005.Superseded values are not recommended for survey control.
 AW2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2005.See file dsdata.txt to determine how the superseded data were derived.
 AW2005
 AW2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN995947(NAD 83)
 AW2005_MARKER: P = PIPE CAP
 AW2005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2005_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2005
 AW2005  HISTORY     - Date     Condition        Report By
 AW2005  HISTORY     - UNK      MONUMENTED       USE
 AW2005  HISTORY     - 1963     GOOD             NGS
 AW2005  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2005  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW2005
 AW2005                          STATION DESCRIPTION
 AW2005
 AW2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW2005'0.35 MI NE FROM LYNCHBURG.
 AW2005'ABOUT 0.35 MILE NORTHEAST ALONG THE CROSBY-LYNCHBURG ROAD FROM THE
 AW2005'NORTH FERRY LANDING AT LYNCHBURG, ABOUT 0.15 MILE WEST OF A FARMHOUSE,
 AW2005'ABOUT 100 YARDS EAST OF A TAVERN NAMED MAES PLACE, ON THE CREST OF A
 AW2005'BRUSH COVERED HILL, 167 FEET EAST OF THE SOUTHEAST CORNER OF A BARN,
 AW2005'100 FEET EAST OF TORY HILL (USE), AND ON THE TOP OF A 3-INCH IRON PIPE
 AW2005'THAT PROJECTS 4 INCHES.  NOTE-- THIS MARK IS LEANING IN A
 AW2005'NORTHEASTERLY DIRECTION BUT IS STILL SOLID.
 AW2005
 AW2005                          STATION RECOVERY (1978)
 AW2005
 AW2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2005'NOT RECOVERED.
 AW2005
 AW2005                          STATION RECOVERY (2004)
 AW2005
 AW2005'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0536 ***********************************************************************
 DN0536  DESIGNATION -  TOW
 DN0536  PID         -  DN0536
 DN0536  STATE/COUNTY-  TX/GRAYSON
 DN0536  USGS QUAD   -  SHERMAN NW (1974)
 DN0536
 DN0536                         *CURRENT SURVEY CONTROL
 DN0536  ___________________________________________________________________
 DN0536* NAD 83(1986)-  33 42 53.     (N)    096 39 57.     (W)     SCALED    
 DN0536* NAVD 88     -       229.650  (meters)     753.44   (feet)  ADJUSTED  
 DN0536  ___________________________________________________________________
 DN0536  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DN0536  DYNAMIC HT  -         229.403 (meters)     752.63  (feet)  COMP
 DN0536  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 DN0536
 DN0536  VERT ORDER  -  SECOND    CLASS 0
 DN0536
 DN0536.This mark is at Grayson Co (F39) Airport (F39)
 DN0536
 DN0536.The horizontal coordinates were scaled from a topographic map and have
 DN0536.an estimated accuracy of +/- 6 seconds.
 DN0536
 DN0536.The orthometric height was determined by differential leveling
 DN0536.and adjusted by the National Geodetic Survey in June 1991..
 DN0536
 DN0536.The geoid height was determined by GEOID03.
 DN0536
 DN0536.The dynamic height is computed by dividing the NAVD 88
 DN0536.geopotential number by the normal gravity value computed on the
 DN0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0536.degrees latitude (g = 980.6199 gals.).
 DN0536
 DN0536.The modeled gravity was interpolated from observed gravity values.
 DN0536
 DN0536;                    North         East    Units  Estimated Accuracy
 DN0536;SPC TXNC     - 2,228,600.      770,000.      MT  (+/- 180 meters Scaled)
 DN0536
 DN0536                          SUPERSEDED SURVEY CONTROL
 DN0536
 DN0536  NGVD 29 (??/??/92)  229.613  (m)          753.32   (f) ADJ UNCH    2 0
 DN0536
 DN0536.Superseded values are not recommended for survey control.
 DN0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0536.See file dsdata.txt to determine how the superseded data were derived.
 DN0536
 DN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC162329(NAD 83)
 DN0536_MARKER: R = RIVET
 DN0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0536_SP_SET: FOUNDATION
 DN0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0536
 DN0536  HISTORY     - Date     Condition        Report By
 DN0536  HISTORY     - UNK      MONUMENTED       DOD
 DN0536  HISTORY     - 1945     GOOD             NGS
 DN0536  HISTORY     - 20020815 MARK NOT FOUND   USPSQD
 DN0536
 DN0536                          STATION DESCRIPTION
 DN0536
 DN0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DN0536'3.4 MI S FROM POTTSBORO.
 DN0536'AT PERRIN FIELD, GRAYSON COUNTY, IN BLOCK 4, 10 FEET SOUTH AND 1.78
 DN0536'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING, 74 FEET NORTHWEST
 DN0536'AND 2.35 FEET SOUTHEAST OF CORNER OF CONTROL TOWER, 77 FEET SOUTHEAST
 DN0536'AND 2.33 FEET NORTHEAST OF CORNER OF BUILDING, 12 FEET NORTH AND 2.00
 DN0536'FEET NORTHWEST OF CORNER OF BUILDING.  A STEEL BASE PLATE SETTING
 DN0536'VERTICALLY IN A BUILDING FOUNDATION 2.0 FOOT ABOVE GROUND.
 DN0536
 DN0536                          STATION RECOVERY (2002)
 DN0536
 DN0536'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 DN0536'CONTROL TOWER HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1788 ***********************************************************************
 FL1788  DESIGNATION -  TOW
 FL1788  PID         -  FL1788
 FL1788  STATE/COUNTY-  TX/POTTER
 FL1788  USGS QUAD   -  AMARILLO EAST (1973)
 FL1788
 FL1788                         *CURRENT SURVEY CONTROL
 FL1788  ___________________________________________________________________
 FL1788* NAD 83(1993)-  35 13 56.49290(N)    101 49 24.29165(W)     ADJUSTED  
 FL1788* NAVD 88     -      1116.1    (meters)    3662.     (feet)  VERTCON   
 FL1788  ___________________________________________________________________
 FL1788  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FL1788  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FL1788
 FL1788  HORZ ORDER  -  SECOND
 FL1788
 FL1788.The horizontal coordinates were established by classical geodetic methods
 FL1788.and adjusted by the National Geodetic Survey in February 1996..
 FL1788
 FL1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1788
 FL1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1788
 FL1788.The geoid height was determined by GEOID03.
 FL1788
 FL1788;                    North         East     Units Scale Factor Converg.
 FL1788;SPC TX N     - 1,136,761.853   170,562.322   MT  0.99991609   -0 11 14.7
 FL1788;SPC TX N     - 3,729,526.18    559,586.55   sFT  0.99991609   -0 11 14.7
 FL1788;UTM  14      - 3,902,465.287   243,054.148   MT  1.00041372   -1 37 46.9
 FL1788
 FL1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1788!SPC TX N     -   0.99982893  x   0.99991609  =   0.99974503
 FL1788!UTM  14      -   0.99982893  x   1.00041372  =   1.00024258
 FL1788
 FL1788|---------------------------------------------------------------------|
 FL1788| PID    Reference Object                     Distance      Geod. Az  |
 FL1788|                                                           dddmmss.s |
 FL1788| CJ8660 TOW RM 2                             30.882 METERS 08922     |
 FL1788| CJ8658 TOW AZ MK                                          1705304.1 |
 FL1788| CJ8659 TOW RM 1                             33.018 METERS 35733     |
 FL1788|---------------------------------------------------------------------|
 FL1788
 FL1788                          SUPERSEDED SURVEY CONTROL
 FL1788
 FL1788  NAD 83(1986)-  35 13 56.49985(N)    101 49 24.28270(W) AD(       ) 2
 FL1788  NAD 27      -  35 13 56.31900(N)    101 49 22.62100(W) AD(       ) 2
 FL1788  NGVD 29 (07/19/86) 1115.6    (m)         3660.     (f) VERT ANG       
 FL1788
 FL1788.Superseded values are not recommended for survey control.
 FL1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1788.See file dsdata.txt to determine how the superseded data were derived.
 FL1788
 FL1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4305402465(NAD 83)
 FL1788_MARKER: DS = TRIANGULATION STATION DISK
 FL1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1788
 FL1788  HISTORY     - Date     Condition        Report By
 FL1788  HISTORY     - 1935     MONUMENTED       CGS
 FL1788
 FL1788                          STATION DESCRIPTION
 FL1788
 FL1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FL1788'STATION IS LOCATED IN AMARILLO, AT THE NE EDGE OF THE CITY
 FL1788'LIMITS, 1.8 MILES N AND 0.5 MILE E OF THE POTTER COUNTY
 FL1788'COURTHOUSE, ON HAYS STREET, 7 FEET N OF A W EXTENSION OF THE
 FL1788'N SIDE OF A PLASTER HOUSE BELONGING TO A.J. SEYMOUR, 6-1/2
 FL1788'FEET E OF THE N-S OF RIGHT-OF-WAY FENCE ON THE W SIDE OF THE
 FL1788'STREET, 180 FEET SW OF TOWS WRECKING YARDS AT 1618 NORTH
 FL1788'HAYS STREET, AND 26 FEET W OF THE CENTER LINE OF THE STREET.
 FL1788'THE MARK PROJECTS 3 INCHES.
 FL1788'
 FL1788'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FL1788'BRONZE DISKS SET IN CONCRETE.
 FL1788'
 FL1788'REFERENCE MARK NO. 1 IS N OF THE STATION, 2 FEET E OF THE
 FL1788'N-S RIGHT-OF-WAY FENCE ON THE W SIDE OF THE STREET, 31 FEET
 FL1788'W OF THE CENTER LINE OF THE STREET, 16-1/2 FEET S OF THE
 FL1788'CENTER LINE OF A WIRE GATE IN THE FENCE, AND IT PROJECTS
 FL1788'4 INCHES.
 FL1788'
 FL1788'REFERENCE MARK NO. 2 IS E OF THE STATION, 75 FEET E OF THE
 FL1788'CENTER LINE OF HAYS STREET, 1.8 FEET S OF A PICKET FENCE
 FL1788'AROUND TOWS WRECKING YARDS, AND PROJECTS 7 INCHES.
 FL1788'
 FL1788'THE AZIMUTH MARK IS SSE OF THE STATION, 33 FEET N OF THE
 FL1788'CENTER LINE OF U.S. HIGHWAYS 60 AND 66, 37 FEET W OF A N-S
 FL1788'STREET, 61-1/2 FEET ESE OF THE SE CORNER OF THE SNEED CAMP,
 FL1788'AND IT PROJECTS 5 INCHES.
 FL1788'
 FL1788'THE STATION MAY BE REACHED FROM THE E SIDE OF THE POTTER
 FL1788'COUNTY COURTHOUSE BY GOING N 1.0 MILE AND E 0.5 MILE ON
 FL1788'U.S. HIGHWAY 66.  LEAVE THE HIGHWAY AT THE WHITE HOUSE AUTO
 FL1788'CAMP AND CROSS STREET, TURN LEFT OR N ON A GRADED ROAD AND
 FL1788'DRIVE 0.6 MILE TO A CROSSROADS.  JOG 50 YARDS W AND CONTINUE
 FL1788'N 0.2 MILE TO TOP OF HILL AND STATION.
 FL1788'
 FL1788'A 15-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1155 ***********************************************************************
 CR1155  DESIGNATION -  TOWER
 CR1155  PID         -  CR1155
 CR1155  STATE/COUNTY-  TX/RUSK
 CR1155  USGS QUAD   -  MINDEN (1983)
 CR1155
 CR1155                         *CURRENT SURVEY CONTROL
 CR1155  ___________________________________________________________________
 CR1155* NAD 83(1993)-  32 06 20.55558(N)    094 38 35.41854(W)     ADJUSTED  
 CR1155* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 CR1155  ___________________________________________________________________
 CR1155  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CR1155  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1155
 CR1155  HORZ ORDER  -  SECOND
 CR1155
 CR1155.The horizontal coordinates were established by classical geodetic methods
 CR1155.and adjusted by the National Geodetic Survey in February 1996..
 CR1155
 CR1155.The orthometric height was scaled from a topographic map.
 CR1155
 CR1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1155
 CR1155.The geoid height was determined by GEOID03.
 CR1155
 CR1155;                    North         East     Units Scale Factor Converg.
 CR1155;SPC TXNC     - 2,055,368.628   963,946.118   MT  1.00000777   +2 06 12.6
 CR1155;SPC TXNC     - 6,743,321.91  3,162,546.56   sFT  1.00000777   +2 06 12.6
 CR1155;UTM  15      - 3,553,334.694   344,962.656   MT  0.99989643   -0 52 24.6
 CR1155
 CR1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1155!SPC TXNC     -   0.99997636  x   1.00000777  =   0.99998413
 CR1155!UTM  15      -   0.99997636  x   0.99989643  =   0.99987279
 CR1155
 CR1155|---------------------------------------------------------------------|
 CR1155| PID    Reference Object                     Distance      Geod. Az  |
 CR1155|                                                           dddmmss.s |
 CR1155| CR1154 PINE HILL TX ILL NAT GAS W TWR       40.532 METERS 03027     |
 CR1155| CR1151 ADAMS                               APPROX.14.8 KM 0432526.5 |
 CR1155| CX6395 TOWER RM 1                           29.889 METERS 14902     |
 CR1155| CX6396 TOWER RM 2                           36.012 METERS 24624     |
 CR1155|---------------------------------------------------------------------|
 CR1155
 CR1155                          SUPERSEDED SURVEY CONTROL
 CR1155
 CR1155  NAD 83(1986)-  32 06 20.56506(N)    094 38 35.40706(W) AD(       ) 2
 CR1155  NAD 27      -  32 06 19.98200(N)    094 38 34.65480(W) AD(       ) 2
 CR1155
 CR1155.Superseded values are not recommended for survey control.
 CR1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1155.See file dsdata.txt to determine how the superseded data were derived.
 CR1155
 CR1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR4496353335(NAD 83)
 CR1155_MARKER: DS = TRIANGULATION STATION DISK
 CR1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1155
 CR1155  HISTORY     - Date     Condition        Report By
 CR1155  HISTORY     - 1958     MONUMENTED       CGS
 CR1155
 CR1155                          STATION DESCRIPTION
 CR1155
 CR1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1155'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHEAST OF HENDERSON,
 CR1155'ABOUT 11.0 MILES NORTH-NORTHEAST OF MT. ENTERPRISE, ABOUT 2.0
 CR1155'MILES WEST OF PINE HILL, 132.98 FEET SOUTH-SOUTHEAST OF THE CENTER
 CR1155'OF THE WEST TOWER OF THE TEXAS-ILLINOIS NATURAL GAS RELAY
 CR1155'TOWER AND 43.0 FEET NORTH OF THE CENTER OF A OILED ROAD.  THE
 CR1155'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1155'STAMPED TOWER 1958.
 CR1155'
 CR1155'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF THE CENTER OF A OILED
 CR1155'ROAD.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 CR1155'GROUND AND IS STAMPED TOWER NO 1 1958.
 CR1155'
 CR1155'REFERENCE MARK NO. 2 IS 42 FEET WEST OF A POWERLINE POLE AND 27
 CR1155'FEET SOUTH OF A OILED ROAD.  THE MARK PROJECTS 4 INCHES ABOVE
 CR1155'THE SURFACE THE SURFACE OF THE GROUND AND IS STAMPED TOWER NO 2
 CR1155'1958.
 CR1155'
 CR1155'NO AZIMUTH MARK WAS ESTABLISHED.
 CR1155'
 CR1155'TEXAS-ILLINOIS NATURAL GAS RELAY TOWER, WEST TOWER OF 2.  IS A
 CR1155'2-LEGGED STEEL STRUCTURE, COLORED RED AND WHITE AND IS ABOUT
 CR1155'150 FEET IN OVER-ALL HEIGHT.  THE WEST TOWER AT GROUND LEVEL
 CR1155'WAS THE POINT INTERSECTED.
 CR1155'
 CR1155'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF PINE
 CR1155'HILL, GO WEST ON AN OILED ROAD FOR 0.5 MILE TO A GRAVEYARD ON
 CR1155'THE LEFT, CONTINUE WEST ON THE OILED ROAD FOR 1.8 MILES TO
 CR1155'THE STATION ON THE RIGHT AS DESCRIBED.
 CR1155'
 CR1155'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0828 ***********************************************************************
 BP0828  DESIGNATION -  TOWER
 BP0828  PID         -  BP0828
 BP0828  STATE/COUNTY-  TX/PECOS
 BP0828  USGS QUAD   -  SHERBINO MESA (1969)
 BP0828
 BP0828                         *CURRENT SURVEY CONTROL
 BP0828  ___________________________________________________________________
 BP0828* NAD 83(1993)-  30 45 07.72202(N)    102 17 13.75387(W)     ADJUSTED  
 BP0828* NAVD 88     -       986.     (meters)    3235.     (feet)  SCALED    
 BP0828  ___________________________________________________________________
 BP0828  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BP0828  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 BP0828
 BP0828  HORZ ORDER  -  THIRD
 BP0828
 BP0828.The horizontal coordinates were established by classical geodetic methods
 BP0828.and adjusted by the National Geodetic Survey in February 1996..
 BP0828
 BP0828.The orthometric height was scaled from a topographic map.
 BP0828
 BP0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0828
 BP0828.The geoid height was determined by GEOID03.
 BP0828
 BP0828;                    North         East     Units Scale Factor Converg.
 BP0828;SPC TX C     - 3,121,973.425   512,950.915   MT  0.99989115   -1 00 22.8
 BP0828;SPC TX C     -10,242,674.48  1,682,906.46   sFT  0.99989115   -1 00 22.8
 BP0828;UTM  13      - 3,405,279.063   759,698.794   MT  1.00043205   +1 23 16.5
 BP0828
 BP0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0828!SPC TX C     -   0.99984876  x   0.99989115  =   0.99973993
 BP0828!UTM  13      -   0.99984876  x   1.00043205  =   1.00028075
 BP0828
 BP0828:                Primary Azimuth Mark                     Grid Az
 BP0828:SPC TX C     -  CORNER                                   009 37 17.2
 BP0828:UTM  13      -  CORNER                                   007 13 37.9
 BP0828
 BP0828|---------------------------------------------------------------------|
 BP0828| PID    Reference Object                     Distance      Geod. Az  |
 BP0828|                                                           dddmmss.s |
 BP0828| BP0827 CORNER                              APPROX. 6.9 KM 0083654.4 |
 BP0828|---------------------------------------------------------------------|
 BP0828
 BP0828                          SUPERSEDED SURVEY CONTROL
 BP0828
 BP0828  NAD 83(1986)-  30 45 07.72837(N)    102 17 13.74745(W) AD(       ) 3
 BP0828  NAD 27      -  30 45 07.14595(N)    102 17 12.25973(W) AD(       ) 3
 BP0828
 BP0828.Superseded values are not recommended for survey control.
 BP0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0828.See file dsdata.txt to determine how the superseded data were derived.
 BP0828
 BP0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ5969905279(NAD 83)
 BP0828_MARKER: DD = SURVEY DISK
 BP0828_SETTING: 80 = SET IN A BOULDER
 BP0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0828+STABILITY: SURFACE MOTION
 BP0828
 BP0828  HISTORY     - Date     Condition        Report By
 BP0828  HISTORY     - 1920     MONUMENTED       USGS
 BP0828
 BP0828                          STATION DESCRIPTION
 BP0828
 BP0828'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 BP0828'LOCATED ABOUT 36 MI. ESE. OF FORT STOCKTON ON THE S. EDGE OF SHERBINA
 BP0828'MESA AND 9.4 MI. S. OF BAKERSFIELD.  TO REACH FROM FORT STOCKTON, GO
 BP0828'17.4 MI. E. ON U.S. HIGHWAY 290, THEN 11.2 MI. SE. ON FARM RD.2023,
 BP0828'THEN 15.6 MI. E. ON COUNTY RD. THEN 3.0 MI. N. ON PRIVATE DRIVE TO
 BP0828'ALPHEUS HARRAL RANCH HOUSE, CONTINUE N. AND W. ON FIELD RD. 2.7 MI. TO
 BP0828'DRILL HOLE SITE, GO 0.7 MI. E. ON DIM TRACK TO T-FENCE S., CONTINUE
 BP0828'0.85 MI. E. ALONG S. SIDE OF E-W. FENCE TO STATION 857 FT. S. OF E-W.
 BP0828'FENCE.  STATION IS AN ALUMINUM TABLET IN A BOULDER SET FLUSH WITH
 BP0828'THE GROUND ON E. SIDE OF 2 FT. ROCK CAIRN, NOT STAMPED.
 BP0828'
 BP0828'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1132 ***********************************************************************
 BM1132  DESIGNATION -  TOWER
 BM1132  PID         -  BM1132
 BM1132  STATE/COUNTY-  TX/TRAVIS
 BM1132  USGS QUAD   -  AUSTIN EAST (1988)
 BM1132
 BM1132                         *CURRENT SURVEY CONTROL
 BM1132  ___________________________________________________________________
 BM1132* NAD 83(1993)-  30 17 10.72601(N)    097 44 21.40116(W)     ADJUSTED  
 BM1132* NAVD 88     -       252.0    (meters)     827.     (feet)  VERTCON   
 BM1132  ___________________________________________________________________
 BM1132  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 BM1132  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BM1132
 BM1132  HORZ ORDER  -  FIRST
 BM1132
 BM1132.The horizontal coordinates were established by classical geodetic methods
 BM1132.and adjusted by the National Geodetic Survey in February 1996..
 BM1132
 BM1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1132
 BM1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1132
 BM1132.The geoid height was determined by GEOID03.
 BM1132
 BM1132;                    North         East     Units Scale Factor Converg.
 BM1132;SPC TX C     - 3,071,601.770   949,536.302   MT  0.99995904   +1 20 09.9
 BM1132;SPC TX C     -10,077,413.47  3,115,270.35   sFT  0.99995904   +1 20 09.9
 BM1132;UTM  14      - 3,351,184.630   621,247.993   MT  0.99978137   +0 38 09.2
 BM1132
 BM1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1132!SPC TX C     -   0.99996448  x   0.99995904  =   0.99992352
 BM1132!UTM  14      -   0.99996448  x   0.99978137  =   0.99974586
 BM1132
 BM1132                          SUPERSEDED SURVEY CONTROL
 BM1132
 BM1132  NAD 83(1986)-  30 17 10.74442(N)    097 44 21.38369(W) AD(       ) 1
 BM1132  NGVD 29 (01/26/93)  251.9    (m)          826.     (f) VERT ANG       
 BM1132
 BM1132.Superseded values are not recommended for survey control.
 BM1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1132.See file dsdata.txt to determine how the superseded data were derived.
 BM1132
 BM1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2124851185(NAD 83)
 BM1132_MARKER: DH = HORIZONTAL CONTROL DISK
 BM1132_SETTING: 0 = UNSPECIFIED SETTING
 BM1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM1132
 BM1132  HISTORY     - Date     Condition        Report By
 BM1132  HISTORY     - 1983     MONUMENTED       NGS
 BM1132
 BM1132                          STATION DESCRIPTION
 BM1132
 BM1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1132'THE STATION IS LOCATED IN AUSTIN, ON THE CAMPUS OF THE UNIVERSITY
 BM1132'OF TEXAS, ON THE FLOOR OF THE OBSERVATION DECK OF THE TEXAS TOWER.
 BM1132'(THE DECK IS CLOSED TO THE PUBLIC).
 BM1132'OWNERSHIP--NEIL D. CABLE-ENGINEER,
 BM1132'DIVISION OF PHYSICAL PLANT, THE UNIVERSITY OF TEXAS AT
 BM1132'AUSTIN, ARCHITECTURAL AND ENGINEERING SERVICES, P. O. DRAWER 7580,
 BM1132'AUSTIN, TX 78712, TELEPHONE 512-471-3042.
 BM1132'
 BM1132'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1132'AND 26TH AVENUE (EXIT 235B) IN AUSTIN, GO WEST ON 26TH STREET FOR
 BM1132'0.95 KM (0.6 MI) TO A CROSS STREET.  TURN LEFT, SOUTH, ON SAN
 BM1132'JACINTO STREET FOR 0.23 KM (0.15 MI) TO A STREET RIGHT.  TURN
 BM1132'RIGHT, WEST, ON 24TH STREET FOR 0.55 KM (0.35 MI) TO INTER CAMPUS
 BM1132'DRIVE ON THE LEFT.  TURN LEFT, SOUTH, FOR 0.15 KM (0.1 MI) TO A
 BM1132'CROSS STREET AT THE NORTH FACE OF THE TEXAS TOWER.  DUE TO
 BM1132'PARKING PROBLEMS, ARRANGEMENTS WILL HAVE TO BE MADE IN ADVANCE TO
 BM1132'PROCEDE PAST THIS POINT.
 BM1132'
 BM1132'THE STATION IS A DESHANKED DISK EPOXIED TO THE BRICK TILE FLOOR.
 BM1132'IT IS LOCATED
 BM1132'0.98 METER (3.2 FT) SOUTH FROM INSIDE EDGE OF NORTH PARAPET, 0.52
 BM1132'METER (1.7 FT) WEST FROM THE INSIDE EDGE OF THE EAST PARAPET, AND
 BM1132'1.25 METER (4.10 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 BM1132'TOWER.
 BM1132'
 BM1132'REFERENCE MARK NUMBER 1 IS THE CENTER OF AN ARROW STAMPED INTO A
 BM1132'METAL DRAIN COVER SET IN THE OBSERVATION DECK FLOOR, IN THE
 BM1132'SOUTHEAST CORNER OF THE DECK.  THE LETTERS ---NO 1--- ARE STAMPED
 BM1132'ADJACENT TO THE ARROW.
 BM1132'IT IS LOCATED
 BM1132'0.40 METER (1.3 FT) WEST FROM INSIDE EDGE OF EAST PARAPET, 0.66
 BM1132'METER (2.2 FT) NORTH FROM THE INSIDE EDGE OF THE SOUTH PARAPET.
 BM1132'MARK IS LEVEL WITH STATION.
 BM1132'
 BM1132'REFERENCE MARK NUMBER 2 IS A CROSS STAMPED INTO A FLUSH METAL
 BM1132'DRAIN COVER AT THE NORTHWEST CORNER OF THE OBSERVATION DECK.  THE
 BM1132'CROSS HAS THE LETTERS---NO 2--- STAMPED ADJACENT TO THE ARROW.
 BM1132'IT IS LOCATED
 BM1132'0.43 METER (1.4 FT) SOUTH FROM INSIDE EDGE OF THE NORTH PARAPET,
 BM1132'AND 0.59 METER, (1.9 FT) EAST FROM THE INSIDE EDGE OF THE WEST
 BM1132'PARAPET.
 BM1132'MARK IS LEVEL WITH STATION.
 BM1132'
 BM1132'THE STATION IS A STANDARD DISK
 BM1132'STAMPED---TOWER 1983---,
 BM1132'IT IS LOCATED
 BM1132'33.8 METER (110.8 FT) EAST FROM THE CENTER OF EAST CAMPUS DRIVE,
 BM1132'12.8 METERS (42.0 FT) NORTH FROM THE LAWN EDGE AT A DROPOFF, 5.7
 BM1132'METERS (18.8 FT) WEST FROM THE SOUTH ONE OF TWO 21 CM TREES, 11.8
 BM1132'METERS (38.6 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF CONCRETE
 BM1132'STEPS, AND ABOUT 7.5 METERS ABOVE EAST CAMPUS DRIVE.
 BM1132'
 BM1132'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE BUILDING IN WAY
 BM1132'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 BM1132'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1133 ***********************************************************************
 BM1133  DESIGNATION -  TOWER AZ MK
 BM1133  PID         -  BM1133
 BM1133  STATE/COUNTY-  TX/TRAVIS
 BM1133  USGS QUAD   -  AUSTIN EAST (1988)
 BM1133
 BM1133                         *CURRENT SURVEY CONTROL
 BM1133  ___________________________________________________________________
 BM1133* NAD 83(1993)-  30 17 03.94302(N)    097 43 49.81474(W)     ADJUSTED  
 BM1133* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 BM1133  ___________________________________________________________________
 BM1133  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 BM1133  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BM1133
 BM1133  HORZ ORDER  -  SECOND
 BM1133
 BM1133.The horizontal coordinates were established by classical geodetic methods
 BM1133.and adjusted by the National Geodetic Survey in February 1996..
 BM1133.No horizontal observational check was made to the station.
 BM1133
 BM1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1133
 BM1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1133
 BM1133.The geoid height was determined by GEOID03.
 BM1133
 BM1133;                    North         East     Units Scale Factor Converg.
 BM1133;SPC TX C     - 3,071,412.677   950,385.054   MT  0.99995945   +1 20 26.2
 BM1133;SPC TX C     -10,076,793.09  3,118,054.96   sFT  0.99995945   +1 20 26.2
 BM1133;UTM  14      - 3,350,985.214   622,094.222   MT  0.99978391   +0 38 25.0
 BM1133
 BM1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1133!SPC TX C     -   0.99997552  x   0.99995945  =   0.99993498
 BM1133!UTM  14      -   0.99997552  x   0.99978391  =   0.99975944
 BM1133
 BM1133                          SUPERSEDED SURVEY CONTROL
 BM1133
 BM1133  NAD 83(1986)-  30 17 03.96148(N)    097 43 49.79720(W) AD(       ) 2
 BM1133  NGVD 29 (01/26/93)  182.     (m)          597.     (f) VERT ANG       
 BM1133
 BM1133.Superseded values are not recommended for survey control.
 BM1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1133.See file dsdata.txt to determine how the superseded data were derived.
 BM1133
 BM1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2209450985(NAD 83)
 BM1133_MARKER: DZ = AZIMUTH MARK DISK
 BM1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM1133_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1133+STABILITY: SURFACE MOTION
 BM1133
 BM1133  HISTORY     - Date     Condition        Report By
 BM1133  HISTORY     - 1983     MONUMENTED       NGS
 BM1133  HISTORY     - 20010224 GOOD             USPSQD
 BM1133  HISTORY     - 20030308 GOOD             USPSQD
 BM1133  HISTORY     - 20050226 GOOD             USPSQD
 BM1133
 BM1133                          STATION DESCRIPTION
 BM1133
 BM1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1133'THE STATION IS LOCATED IN AUSTIN, ON THE CAMPUS OF THE UNIVERSITY
 BM1133'OF TEXAS, ACROSS THE STREET FROM TEXAS MEMORIAL STADIUM AND JUST
 BM1133'SOUTH OF THE LBJ LIBRARY.
 BM1133'OWNERSHIP--NEIL D. CABLE-ENGINEER,
 BM1133'DIVISION OF PHYSICAL PLANT, THE UNIVERSITY OF TEXAS AT
 BM1133'AUSTIN, ARCHITECTURAL AND ENGINEERING SERVICES, P. O. DRAWER 7580,
 BM1133'AUSTIN, TX 78712, TELEPHONE 512-471-3042.
 BM1133'
 BM1133'TO REACH THE STATION FROM INTERSTATE HIGHWAY 35 AND MARTIN LUTHER
 BM1133'KING, JR. BOULEVARD, GO EAST ON MARTIN LUTHER KING, JR BOULEVARD
 BM1133'FOR 0.2 KM (0.15 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON
 BM1133'RED RIVER STREET FOR 0.2 KM (0.1 MI) TO A STREET LEFT.  TURN LEFT
 BM1133'WEST, THEN NORTH, ON EAST CAMPUS DRIVE FOR 0.4 KM (0.25 MI) TO
 BM1133'MANOR ROAD ON THE RIGHT.  CONTINUE NORTH FOR 0.1 KM (0.05 MI) TO
 BM1133'THE STATION ON THE RIGHT ON TOP OF A GRASSY KNOLL.
 BM1133'
 BM1133'THE STATION IS A STANDARD NGS DISK
 BM1133'STAMPED---TOWER 1983---,
 BM1133'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1133'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 BM1133'33.8 METER (110.8 FT) EAST FROM CENTER OF EAST CAMPUS DRIVE,
 BM1133'12.8 METERS (42.0 FT) NORTH FROM LAWN EDGE AT DROPOFF, 5.7 METERS
 BM1133'(18.8 FT) WEST FROM THE SOUTH ONE OF TWO 21 CM TREES, 11.8 METERS
 BM1133'(38.6 FT SOUTHWEST FROM THE SOUTHWEST EDGE OF CONCRETE STEPS, AND
 BM1133'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 BM1133'DESCRIBED BY C. E. GOEGHEGAN, TYPED BY G. R. HEID.
 BM1133
 BM1133                          STATION RECOVERY (2001)
 BM1133
 BM1133'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM1133'RECOVERED IN GOOD CONDITION.
 BM1133
 BM1133                          STATION RECOVERY (2003)
 BM1133
 BM1133'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM1133'DESCRIPTION ADEQUATE, HOWEVER, EAST CAMPUS DRIVE IS NOW NAMED ROBERT
 BM1133'DEDMAN DRIVE.  MARK IS 17 FEET WEST OF A LARGE DOUBLE-TRUNK LIVE OAK
 BM1133'TREE.
 BM1133
 BM1133                          STATION RECOVERY (2005)
 BM1133
 BM1133'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0929 ***********************************************************************
 CB0929  DESIGNATION -  TOWER ET
 CB0929  PID         -  CB0929
 CB0929  STATE/COUNTY-  TX/STERLING
 CB0929  USGS QUAD   -  CUMBIE DRAW (1963)
 CB0929
 CB0929                         *CURRENT SURVEY CONTROL
 CB0929  ___________________________________________________________________
 CB0929* NAD 83(1993)-  31 51 20.46956(N)    101 01 38.85925(W)     ADJUSTED  
 CB0929* NAVD 88     -       805.6    (meters)    2643.     (feet)  VERTCON   
 CB0929  ___________________________________________________________________
 CB0929  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CB0929  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 CB0929
 CB0929  HORZ ORDER  -  THIRD
 CB0929
 CB0929.The horizontal coordinates were established by classical geodetic methods
 CB0929.and adjusted by the National Geodetic Survey in February 1996..
 CB0929
 CB0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0929
 CB0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0929
 CB0929.The geoid height was determined by GEOID03.
 CB0929
 CB0929;                    North         East     Units Scale Factor Converg.
 CB0929;SPC TX C     - 3,242,879.603   634,308.086   MT  0.99999269   -0 21 27.1
 CB0929;SPC TX C     -10,639,347.50  2,081,059.11   sFT  0.99999269   -0 21 27.1
 CB0929;UTM  14      - 3,526,231.449   308,178.270   MT  1.00005382   -1 04 13.4
 CB0929
 CB0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0929!SPC TX C     -   0.99987739  x   0.99999269  =   0.99987009
 CB0929!UTM  14      -   0.99987739  x   1.00005382  =   0.99993121
 CB0929
 CB0929:                Primary Azimuth Mark                     Grid Az
 CB0929:SPC TX C     -  MC INTYRE ET                             304 52 20.4
 CB0929:UTM  14      -  MC INTYRE ET                             305 35 06.7
 CB0929
 CB0929|---------------------------------------------------------------------|
 CB0929| PID    Reference Object                     Distance      Geod. Az  |
 CB0929|                                                           dddmmss.s |
 CB0929| CB0928 MC INTYRE ET                        APPROX.11.1 KM 3043053.3 |
 CB0929|---------------------------------------------------------------------|
 CB0929
 CB0929                          SUPERSEDED SURVEY CONTROL
 CB0929
 CB0929  NAD 83(1986)-  31 51 20.47641(N)    101 01 38.84867(W) AD(       ) 3
 CB0929  NAD 27      -  31 51 19.97869(N)    101 01 37.43543(W) AD(       ) 3
 CB0929  NGVD 29 (07/19/86)  805.4    (m)         2642.     (f) VERT ANG       
 CB0929
 CB0929.Superseded values are not recommended for survey control.
 CB0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0929.See file dsdata.txt to determine how the superseded data were derived.
 CB0929
 CB0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA0817826231(NAD 83)
 CB0929_MARKER: DD = SURVEY DISK
 CB0929_SETTING: 0 = UNSPECIFIED SETTING
 CB0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0929
 CB0929  HISTORY     - Date     Condition        Report By
 CB0929  HISTORY     - 1962     MONUMENTED       USGS
 CB0929
 CB0929                          STATION DESCRIPTION
 CB0929
 CB0929'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0929'STATION LOCATED ABOUT 2.5 MI. (AIRLINE) NW. OF STERLING CITY, ON TOP
 CB0929'OF HILL WITH TWO RADIO TOWERS, 90 FT. SE. OF W. TOWER, 60 FT. N. OF
 CB0929'FENCE.
 CB0929'
 CB0929'TO REACH FROM STERLING CITY POST OFFICE, GO NW. ALONG U.S. HIGHWAY 87
 CB0929'3.1 MI. TO GATE ON RIGHT AT GRAVEL PIT, TURN RIGHT THRU GATE AND
 CB0929'FOLLOW GRAVEL RD. 1.0 MI. TO TOP OF HILL AND STATION.
 CB0929'
 CB0929'STATION MARK--STANDARD ALUMINUM TABLET SET IN CONCRETE POST PROJECTING
 CB0929'0.3 FT., STAMPED ---TOWER-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4905 ***********************************************************************
 AH4905  DESIGNATION -  TOWER ET
 AH4905  PID         -  AH4905
 AH4905  STATE/COUNTY-  TX/BANDERA
 AH4905  USGS QUAD   -  SECO PASS (1964)
 AH4905
 AH4905                         *CURRENT SURVEY CONTROL
 AH4905  ___________________________________________________________________
 AH4905* NAD 83(1993)-  29 41 22.76175(N)    099 23 24.39877(W)     ADJUSTED  
 AH4905* NAVD 88     -       659.4    (meters)    2163.     (feet)  VERTCON   
 AH4905  ___________________________________________________________________
 AH4905  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AH4905  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AH4905
 AH4905  HORZ ORDER  -  THIRD
 AH4905
 AH4905.The horizontal coordinates were established by classical geodetic methods
 AH4905.and adjusted by the National Geodetic Survey in July 1998..
 AH4905
 AH4905.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4905
 AH4905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4905
 AH4905.The geoid height was determined by GEOID03.
 AH4905
 AH4905;                    North         East     Units Scale Factor Converg.
 AH4905;SPC TXSC     - 4,205,793.718   562,247.610   MT  0.99988234   -0 11 28.0
 AH4905;SPC TXSC     -13,798,508.22  1,844,640.70   sFT  0.99988234   -0 11 28.0
 AH4905;UTM  14      - 3,284,461.178   462,258.051   MT  0.99961758   -0 11 35.6
 AH4905
 AH4905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4905!SPC TXSC     -   0.99990003  x   0.99988234  =   0.99978239
 AH4905!UTM  14      -   0.99990003  x   0.99961758  =   0.99951765
 AH4905
 AH4905                          SUPERSEDED SURVEY CONTROL
 AH4905
 AH4905  NGVD 29 (07/28/98)  659.3    (m)         2163.     (f) VERT ANG       
 AH4905
 AH4905.Superseded values are not recommended for survey control.
 AH4905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4905.See file dsdata.txt to determine how the superseded data were derived.
 AH4905
 AH4905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT6225884461(NAD 83)
 AH4905_MARKER: 55 = TOWER
 AH4905
 AH4905  HISTORY     - Date     Condition        Report By
 AH4905  HISTORY     - 1964     FIRST OBSERVED   USGS
 AH4905
 AH4905                          STATION DESCRIPTION
 AH4905
 AH4905'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH4905'STATION LOCATED ABOUT 9.5 MI. NE. OF UTOPIA, 7.5 MI. NW. OF TARPLEY,
 AH4905'AND 1.0 MI. N. OF FARM ROAD 470 ON A ROCKY RIDGE 93 FT. W. OF A
 AH4905'TRANSMISSION TOWER.
 AH4905'TO REACH FROM THE JUNCTION OF FARM ROADS 460 AND 470 IN TARPLEY, TAKE
 AH4905'FARM ROAD 470 W. 5.5 MI. TO A RED GATE ON THE RIGHT, GO THROUGH GATE
 AH4905'AND ACROSS DRAIN 0.2 MI. TO GATE, CONTINUE ON RD. 0.7 MI. TO GATE,
 AH4905'FOLLOW RD. W. 0.5 MI. TO Y-RD., TAKE LEFT FORK 0.4 MI. TO Y-RD., TAKE
 AH4905'RIGHT FORK 0.9 MI. TO Y-RD., TAKE RIGHT FORK UP HILL 1.1 MI. TO TOWER
 AH4905'AND STATION.
 AH4905'STATION MARK--STANDARD ALUMINUM TABLET CEMENTED IN BEDROCK FLUSH WITH
 AH4905'GROUND, STAMPED---TOWER-ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1051 ***********************************************************************
 CT1051  DESIGNATION -  TOWER SEC
 CT1051  PID         -  CT1051
 CT1051  STATE/COUNTY-  TX/STEPHENS
 CT1051  USGS QUAD   -  EOLIAN (1987)
 CT1051
 CT1051                         *CURRENT SURVEY CONTROL
 CT1051  ___________________________________________________________________
 CT1051* NAD 83(1993)-  32 44 34.91985(N)    099 05 34.18702(W)     ADJUSTED  
 CT1051* NAVD 88     -                                                        
 CT1051  ___________________________________________________________________
 CT1051  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CT1051  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CT1051
 CT1051  HORZ ORDER  -  THIRD
 CT1051
 CT1051.The horizontal coordinates were established by classical geodetic methods
 CT1051.and adjusted by the National Geodetic Survey in February 1996..
 CT1051
 CT1051
 CT1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1051
 CT1051.The geoid height was determined by GEOID03.
 CT1051
 CT1051;                    North         East     Units Scale Factor Converg.
 CT1051;SPC TXNC     - 2,119,514.952   544,444.687   MT  0.99988704   -0 19 24.0
 CT1051;SPC TXNC     - 6,953,775.31  1,786,232.28   sFT  0.99988704   -0 19 24.0
 CT1051;UTM  14      - 3,622,803.987   491,303.182   MT  0.99960093   -0 03 00.8
 CT1051
 CT1051                          SUPERSEDED SURVEY CONTROL
 CT1051
 CT1051  NAD 83(1986)-  32 44 34.92535(N)    099 05 34.17970(W) AD(       ) 4
 CT1051  NAD 27      -  32 44 34.49769(N)    099 05 32.92034(W) AD(       ) 3
 CT1051
 CT1051.Superseded values are not recommended for survey control.
 CT1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1051.See file dsdata.txt to determine how the superseded data were derived.
 CT1051
 CT1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB9130322804(NAD 83)
 CT1051_MARKER: 43 = RADIO/TV TOWER
 CT1051
 CT1051  HISTORY     - Date     Condition        Report By
 CT1051  HISTORY     - 1956     FIRST OBSERVED   USGS
 CT1051
 CT1051                          STATION DESCRIPTION
 CT1051
 CT1051'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CT1051'STATION IS LOCATED APPROXIMATELY 11.0 MI. W. OF BRECKENRIDGE AND 1.3
 CT1051'MI. S. OF U.S. HIGHWAY 180, AT THE G. E. KADANE AND SON DRILLING CO.
 CT1051'EQUIPMENT SERVICE AND STORAGE SITE.
 CT1051'
 CT1051'STATION MARK--STATION WSXWU RADIO TOWER, OWNED BY G. E. KADANE AND
 CT1051'SON DRILLING CO.  POINT OBSERVED IS CENTER OF STEEL TOWER.  TOWER IS
 CT1051'APPROXIMATELY 200 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0061 ***********************************************************************
 BA0061  DESIGNATION -  TOWLE
 BA0061  PID         -  BA0061
 BA0061  STATE/COUNTY-  TX/BREWSTER
 BA0061  USGS QUAD   -  HOOD SPRING SE (1983)
 BA0061
 BA0061                         *CURRENT SURVEY CONTROL
 BA0061  ___________________________________________________________________
 BA0061* NAD 83(1993)-  29 47 58.33130(N)    103 03 10.63974(W)     ADJUSTED  
 BA0061* NAVD 88     -       852.699  (meters)    2797.56   (feet)  ADJUSTED  
 BA0061  ___________________________________________________________________
 BA0061  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BA0061  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BA0061  DYNAMIC HT  -         851.353 (meters)    2793.15  (feet)  COMP
 BA0061  MODELED GRAV-     979,035.7   (mgal)                       NAVD 88
 BA0061
 BA0061  HORZ ORDER  -  SECOND
 BA0061  VERT ORDER  -  FIRST     CLASS II
 BA0061
 BA0061.The horizontal coordinates were established by classical geodetic methods
 BA0061.and adjusted by the National Geodetic Survey in February 1996..
 BA0061
 BA0061.The orthometric height was determined by differential leveling
 BA0061.and adjusted by the National Geodetic Survey in June 1991..
 BA0061
 BA0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0061
 BA0061.The geoid height was determined by GEOID03.
 BA0061
 BA0061.The dynamic height is computed by dividing the NAVD 88
 BA0061.geopotential number by the normal gravity value computed on the
 BA0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0061.degrees latitude (g = 980.6199 gals.).
 BA0061
 BA0061.The modeled gravity was interpolated from observed gravity values.
 BA0061
 BA0061;                    North         East     Units Scale Factor Converg.
 BA0061;SPC TXSC     - 4,224,697.662   208,281.002   MT  0.99989601   -1 59 08.1
 BA0061;SPC TXSC     -13,860,528.91    683,335.25   sFT  0.99989601   -1 59 08.1
 BA0061;UTM  13      - 3,298,162.119   688,182.676   MT  1.00003694   +0 58 04.4
 BA0061
 BA0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0061!SPC TXSC     -   0.99986952  x   0.99989601  =   0.99976554
 BA0061!UTM  13      -   0.99986952  x   1.00003694  =   0.99990645
 BA0061
 BA0061|---------------------------------------------------------------------|
 BA0061| PID    Reference Object                     Distance      Geod. Az  |
 BA0061|                                                           dddmmss.s |
 BA0061| BA0063 TOWLE RM 1                           21.338 METERS 02928     |
 BA0061| CH9792 2783                                               0873924.6 |
 BA0061| BA0062 TOWLE RM 2                            9.210 METERS 11744     |
 BA0061|---------------------------------------------------------------------|
 BA0061
 BA0061                          SUPERSEDED SURVEY CONTROL
 BA0061
 BA0061  NAD 83(1986)-  29 47 58.31939(N)    103 03 10.65038(W) AD(       ) 2
 BA0061  NAD 27      -  29 47 57.63200(N)    103 03 09.03800(W) AD(       ) 2
 BA0061  NGVD 29 (??/??/92)  852.369  (m)         2796.48   (f) ADJ UNCH    1 2
 BA0061
 BA0061.Superseded values are not recommended for survey control.
 BA0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0061.See file dsdata.txt to determine how the superseded data were derived.
 BA0061
 BA0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN8818398162(NAD 83)
 BA0061_MARKER: DS = TRIANGULATION STATION DISK
 BA0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0061_STAMPING: TOWLE 1943
 BA0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0061+STABILITY: SURFACE MOTION
 BA0061
 BA0061  HISTORY     - Date     Condition        Report By
 BA0061  HISTORY     - 1943     MONUMENTED       CGS
 BA0061  HISTORY     - 1958     GOOD             AMS
 BA0061  HISTORY     - 1966     GOOD             NGS
 BA0061  HISTORY     - 1976     GOOD             USGS
 BA0061  HISTORY     - 20010331 GOOD             NGS
 BA0061
 BA0061                          STATION DESCRIPTION
 BA0061
 BA0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0061'LOCATED 8.0 MILES, BY ROAD, E OF STATE HIGHWAY 227, ABOUT 4.0 MILES
 BA0061'W OF THE MOST WESTERLY PEAK OF THE BLACK HILLS, 61 FEET S OF A SHEEP
 BA0061'TIGHT FENCE, 38 FEET S OF THE CENTER OF THE BLADED ROAD LEADING TO
 BA0061'THE TOWLE RANCH AND 5 FEET ESE OF A WHITE WOODEN POST PROJECTING 3
 BA0061'FEET.  THE LAND IN THIS VICINITY IS VERY FLAT, THE CLOSES HILLS
 BA0061'BEING THE BLACK HILLS TO THE E.
 BA0061'
 BA0061'THE STATION IS A BRONZE DISK SET IN THE TOP OF A SQUARE BLOCK
 BA0061'OF CONCRETE WHICH PROJECTS 5 INCHES.  STAMPED TOWLE 1943.
 BA0061'
 BA0061'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 BA0061'
 BA0061'REFERENCE MARK NO. 1, NE OF THE STATION, IS A BRONZE DISK SET IN
 BA0061'THE TOP OF A SQUARE BLOCK OF CONCRETE WHICH PROJECTS 6 INCHES.
 BA0061'STAMPED TOWLE NO. 1 1943.
 BA0061'
 BA0061'REFERENCE MARK NO. 2, SE OF THE STATION, IS A BRONZE DISK SET
 BA0061'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 BA0061'STAMPED TOWLE NO. 2 1943.
 BA0061'
 BA0061'THE AZIMUTH MARK, 0.5 MILE E OF THE STATION, 6 FEET W OF A
 BA0061'GATE AND 2 FEET S OF THE FENCE, IS A UNITED STATES GEOLOGICAL
 BA0061'SURVEY B.M. SET IN A DRILL HOLE IN A BOULDER.  STAMPED 2783 1917.
 BA0061'
 BA0061'WITNESS MARK IS A 2- BY 4-INCH POST.
 BA0061'
 BA0061'REACHED FROM MARATHON BY GOING S ON STATE HIGHWAY 227 FOR 34.3
 BA0061'MILES TO A BLADED DIRT ROAD LEADING LEFT AT A SIGN READING TOWLE
 BA0061'RANCH.  TURN LEFT SE, 1.4 MILES, TAKE LEFT FORK 0.5 MILE TO A
 BA0061'FENCE AND CATTLE GUARD, CONTINUE ON THE MAIN-TRAVELED ROAD, ENE,
 BA0061'3.7 MILES TO FENCE AND CATTLE GUARD, PASS OVER THE CATTLE GUARD
 BA0061'AND CONTINUE 2.3 MILES TO THE STATION TO THE RIGHT OF THE ROAD
 BA0061'AT A POINT WHERE THE ROAD TURNS E ALONG THE FENCE LINE.
 BA0061'
 BA0061'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BA0061
 BA0061                          STATION RECOVERY (1958)
 BA0061
 BA0061'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0061'STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.
 BA0061'
 BA0061'REFERENCE MARK 1 NOT FOUND.
 BA0061'
 BA0061'THE STATION IS LOCATED ON THE HIGHEST POINT OF RIDGE, 37 FEET
 BA0061'SSE OF INTERSECTING CENTERLINES OF ROAD FORKS 52 FEET E OF DARK
 BA0061'BUSH.
 BA0061
 BA0061                          STATION RECOVERY (1966)
 BA0061
 BA0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BA0061'13.5 MI NE FROM PERSIMMON GAP.
 BA0061'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0061'PERSIMMON GAP, THENCE 7.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 32
 BA0061'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30.2 FEET NORTHWEST OF TOWLE
 BA0061'R. M. 2, 70 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM TOWLE R.M. 1, 2
 BA0061'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BA0061'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BA0061
 BA0061                          STATION RECOVERY (1976)
 BA0061
 BA0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0061'THE STATION WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH
 BA0061'END OF THE LANDING STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS, GO
 BA0061'WEST ON THE COUNTY ROAD FOR 6.1 MILES TO A CATTLE GUARD IN A
 BA0061'NORTH-SOUTH FENCE. CROSS THE CATTLE GUARD AND CONTINUE WEST ON THE
 BA0061'COUNTY ROAD FOR 2.7 MILES TO A Y FORK WITH A TRACK ROAD TO THE
 BA0061'SOUTHWEST AND THE MARK ON THE LEFT. THE MARK IS A BRONZE
 BA0061'TRIANGULATION STATION DISK, SET IN THE TOP OF A TEN INCH SQUARE
 BA0061'CONCRETE POST, PROJECTING 3 INCHES, STAMPED TOWLE 1943. IT IS 89 FEET
 BA0061'SOUTHEAST OF THE CENTERLINE INTERSECTION OF THE TWO ROADS, 61 FEET
 BA0061'SOUTH OF AN EAST-WEST FENCE, 30 FEET SOUTH OF THE CENTERLINE OF THE
 BA0061'COUNTY ROAD, 2 FEET EAST OF A WOODEN WITNESS POST AND AT THE SAME
 BA0061'ELEVATION AS THE ROAD INTERSECTION.
 BA0061
 BA0061                          STATION RECOVERY (2001)
 BA0061
 BA0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0061'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0063 ***********************************************************************
 BA0063  DESIGNATION -  TOWLE RM 1
 BA0063  PID         -  BA0063
 BA0063  STATE/COUNTY-  TX/BREWSTER
 BA0063  USGS QUAD   -  HOOD SPRING SE (1983)
 BA0063
 BA0063                         *CURRENT SURVEY CONTROL
 BA0063  ___________________________________________________________________
 BA0063* NAD 83(1986)-  29 47 58.     (N)    103 03 11.     (W)     SCALED    
 BA0063* NAVD 88     -       853.016  (meters)    2798.60   (feet)  ADJUSTED  
 BA0063  ___________________________________________________________________
 BA0063  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BA0063  DYNAMIC HT  -         851.670 (meters)    2794.19  (feet)  COMP
 BA0063  MODELED GRAV-     979,035.7   (mgal)                       NAVD 88
 BA0063
 BA0063  VERT ORDER  -  FIRST     CLASS II
 BA0063
 BA0063.The horizontal coordinates were scaled from a topographic map and have
 BA0063.an estimated accuracy of +/- 6 seconds.
 BA0063
 BA0063.The orthometric height was determined by differential leveling
 BA0063.and adjusted by the National Geodetic Survey in June 1991..
 BA0063
 BA0063.The geoid height was determined by GEOID03.
 BA0063
 BA0063.The dynamic height is computed by dividing the NAVD 88
 BA0063.geopotential number by the normal gravity value computed on the
 BA0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0063.degrees latitude (g = 980.6199 gals.).
 BA0063
 BA0063.The modeled gravity was interpolated from observed gravity values.
 BA0063
 BA0063;                    North         East    Units  Estimated Accuracy
 BA0063;SPC TXSC     - 4,224,690.      208,270.      MT  (+/- 180 meters Scaled)
 BA0063
 BA0063                          SUPERSEDED SURVEY CONTROL
 BA0063
 BA0063  NGVD 29 (??/??/92)  852.686  (m)         2797.52   (f) ADJ UNCH    1 2
 BA0063
 BA0063.Superseded values are not recommended for survey control.
 BA0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0063.See file dsdata.txt to determine how the superseded data were derived.
 BA0063
 BA0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN881981(NAD 83)
 BA0063_MARKER: DR = REFERENCE MARK DISK
 BA0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0063_STAMPING: TOWLE NO. 1 1943
 BA0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0063+STABILITY: SURFACE MOTION
 BA0063
 BA0063  HISTORY     - Date     Condition        Report By
 BA0063  HISTORY     - 1943     MONUMENTED       CGS
 BA0063  HISTORY     - 1966     GOOD             NGS
 BA0063  HISTORY     - 1976     GOOD             USGS
 BA0063  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0063
 BA0063                          STATION DESCRIPTION
 BA0063
 BA0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0063'13.5 MI SE FROM PERSIMMON GAP.
 BA0063'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0063'PERSIMMON GAP, THENCE 7.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 24
 BA0063'FEET NORTH OF THE CENTERLINE OF THE ROAD, 70 FEET NORTHWEST OF THE
 BA0063'STATION, 1 FOOT SOUTH OF A FENCE, 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 BA0063'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BA0063
 BA0063                          STATION RECOVERY (1976)
 BA0063
 BA0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0063'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0063'OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO EAST ON
 BA0063'THE COUNTY ROAD FOR 6.1 MILES TO A CATTLE GUARD IN A NORTH-SOUTH
 BA0063'FENCE. CROSS THE CATTLE GUARD AND CONTINUE WEST FOR 2.7 MILES TO A Y
 BA0063'FORK WITH A TRACK ROAD TO THE SOUTHWEST AND THE MARK ON THE RIGHT. IT
 BA0063'IS 70 FEET NORTHEAST OF TRIANGULATION STATION TOWLE 1943, 27 FEET
 BA0063'NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 1 FOOT SOUTH OF AN
 BA0063'EAST-WEST FENCE AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE ROAD. IT IS
 BA0063'BRONZE REFERENCE MARK SET IN THE TOP OF A CONCRETE POST 10 INCHES
 BA0063'SQUARE, THAT IS ABOUT 0.2 FEET BELOW THE SURFACE OF THE GROUND,
 BA0063'STAMPED TOWLE NO 1 1943.
 BA0063
 BA0063                          STATION RECOVERY (2001)
 BA0063
 BA0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0063'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0062 ***********************************************************************
 BA0062  DESIGNATION -  TOWLE RM 2
 BA0062  PID         -  BA0062
 BA0062  STATE/COUNTY-  TX/BREWSTER
 BA0062  USGS QUAD   -  HOOD SPRING SE (1983)
 BA0062
 BA0062                         *CURRENT SURVEY CONTROL
 BA0062  ___________________________________________________________________
 BA0062* NAD 83(1986)-  29 47 58.     (N)    103 03 11.     (W)     SCALED    
 BA0062* NAVD 88     -       852.626  (meters)    2797.32   (feet)  ADJUSTED  
 BA0062  ___________________________________________________________________
 BA0062  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BA0062  DYNAMIC HT  -         851.280 (meters)    2792.91  (feet)  COMP
 BA0062  MODELED GRAV-     979,035.7   (mgal)                       NAVD 88
 BA0062
 BA0062  VERT ORDER  -  FIRST     CLASS II
 BA0062
 BA0062.The horizontal coordinates were scaled from a topographic map and have
 BA0062.an estimated accuracy of +/- 6 seconds.
 BA0062
 BA0062.The orthometric height was determined by differential leveling
 BA0062.and adjusted by the National Geodetic Survey in June 1991..
 BA0062
 BA0062.The geoid height was determined by GEOID03.
 BA0062
 BA0062.The dynamic height is computed by dividing the NAVD 88
 BA0062.geopotential number by the normal gravity value computed on the
 BA0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0062.degrees latitude (g = 980.6199 gals.).
 BA0062
 BA0062.The modeled gravity was interpolated from observed gravity values.
 BA0062
 BA0062;                    North         East    Units  Estimated Accuracy
 BA0062;SPC TXSC     - 4,224,690.      208,270.      MT  (+/- 180 meters Scaled)
 BA0062
 BA0062                          SUPERSEDED SURVEY CONTROL
 BA0062
 BA0062  NGVD 29 (??/??/92)  852.29   (m)         2796.2    (f) COMPUTED    1 2
 BA0062
 BA0062.Superseded values are not recommended for survey control.
 BA0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0062.See file dsdata.txt to determine how the superseded data were derived.
 BA0062
 BA0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN881981(NAD 83)
 BA0062_MARKER: DR = REFERENCE MARK DISK
 BA0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0062_STAMPING: TOWLE NO 2 1943
 BA0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0062+STABILITY: SURFACE MOTION
 BA0062
 BA0062  HISTORY     - Date     Condition        Report By
 BA0062  HISTORY     - 1943     MONUMENTED       CGS
 BA0062  HISTORY     - 1966     GOOD             NGS
 BA0062  HISTORY     - 1976     GOOD             USGS
 BA0062  HISTORY     - 20010331 GOOD             NGS
 BA0062
 BA0062                          STATION DESCRIPTION
 BA0062
 BA0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0062'13.5 MI NE FROM PERSIMMON GAP.
 BA0062'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0062'PERSIMMON GAP, THENCE 7.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 52
 BA0062'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30.2 FEET SOUTHEAST OF THE
 BA0062'STATION, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 BA0062'CONCRETE POST PROJECTING 6 INCHES.
 BA0062
 BA0062                          STATION RECOVERY (1976)
 BA0062
 BA0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0062'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0062'OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO WEST ON
 BA0062'THE COUNTY ROAD FOR 6.1 MILES TO A CATTLE GUARD IN A NORTH-SOUTH
 BA0062'FENCE. CROSS THE CATTLE GUARD AND CONTINUE WEST FOR 2.7 MILES TO A Y
 BA0062'FORK WITH A TRACK ROAD TO THE SOUTHWEST AND THE MARK ON THE LEFT. IT
 BA0062'IS 50 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 30 FEET SOUTH
 BA0062'OF TRIANGULATION STATION TOWLE 1943 AND AT ABOUT THE SAME ELEVATION
 BA0062'AS THE ROAD. IT IS A BRONZE REFERENCE MARK SET IN THE TOP OF A TEN
 BA0062'INCH SQUARE CONCRETE POST, PROJECTING 8 INCHES, STAMPED TOWLE NO 2
 BA0062'1943.
 BA0062
 BA0062                          STATION RECOVERY (2001)
 BA0062
 BA0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0062'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2052 ***********************************************************************
 BL2052  DESIGNATION -  TOWN
 BL2052  PID         -  BL2052
 BL2052  STATE/COUNTY-  TX/TYLER
 BL2052  USGS QUAD   -  BIRDWELL LAKE (1984)
 BL2052
 BL2052                         *CURRENT SURVEY CONTROL
 BL2052  ___________________________________________________________________
 BL2052* NAD 83(1993)-  30 46 59.50388(N)    094 15 13.69683(W)     ADJUSTED  
 BL2052* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 BL2052  ___________________________________________________________________
 BL2052  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BL2052  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BL2052
 BL2052  HORZ ORDER  -  FIRST
 BL2052
 BL2052.The horizontal coordinates were established by classical geodetic methods
 BL2052.and adjusted by the National Geodetic Survey in February 1996..
 BL2052
 BL2052.The orthometric height was scaled from a topographic map.
 BL2052
 BL2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2052
 BL2052.The geoid height was determined by GEOID03.
 BL2052
 BL2052;                    North         East     Units Scale Factor Converg.
 BL2052;SPC TX C     - 3,139,668.823 1,281,576.117   MT  0.99988895   +3 07 52.7
 BL2052;SPC TX C     -10,300,730.13  4,204,637.64   sFT  0.99988895   +3 07 52.7
 BL2052;UTM  15      - 3,406,246.828   380,029.668   MT  0.99977755   -0 38 30.3
 BL2052
 BL2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2052!SPC TX C     -   0.99999119  x   0.99988895  =   0.99988014
 BL2052!UTM  15      -   0.99999119  x   0.99977755  =   0.99976874
 BL2052
 BL2052:                Primary Azimuth Mark                     Grid Az
 BL2052:SPC TX C     -  JASPER MUNICIPAL TANK                    053 03 09.3
 BL2052:UTM  15      -  JASPER MUNICIPAL TANK                    056 49 32.3
 BL2052
 BL2052|---------------------------------------------------------------------|
 BL2052| PID    Reference Object                     Distance      Geod. Az  |
 BL2052|                                                           dddmmss.s |
 BL2052| BL2032 JASPER MUNICIPAL TANK               APPROX.29.2 KM 0561102.0 |
 BL2052| CV8506 TOWN AZ MK                                         0961611.8 |
 BL2052| CV8507 TOWN RM 1                           115.276 METERS 10017     |
 BL2052| CV8508 TOWN RM 2                            53.416 METERS 22644     |
 BL2052|---------------------------------------------------------------------|
 BL2052
 BL2052                          SUPERSEDED SURVEY CONTROL
 BL2052
 BL2052  NAD 83(1986)-  30 46 59.51750(N)    094 15 13.68982(W) AD(       ) 1
 BL2052  NAD 27      -  30 46 58.78800(N)    094 15 12.99600(W) AD(       ) 1
 BL2052
 BL2052.Superseded values are not recommended for survey control.
 BL2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2052.See file dsdata.txt to determine how the superseded data were derived.
 BL2052
 BL2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ8003006247(NAD 83)
 BL2052_MARKER: DS = TRIANGULATION STATION DISK
 BL2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2052
 BL2052  HISTORY     - Date     Condition        Report By
 BL2052  HISTORY     - 1931     MONUMENTED       CGS
 BL2052  HISTORY     - 1935     GOOD             CGS
 BL2052  HISTORY     - 1938     GOOD             CGS
 BL2052
 BL2052                          STATION DESCRIPTION
 BL2052
 BL2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2052'STATION IS 4.5 MILES BY ROAD W OF TOWN BLUFF, 10.2 MILES
 BL2052'BY ROAD E OF WOODVILLE, ABOUT 27 METERS (89 FEET) N OF
 BL2052'THE TOWN BLUFF-WOODVILLE ROAD, ON THE N BOUNDARY OF W.F.
 BL2052'GRIFFITHS FARM, AND DIRECTLY N OF HIS HOUSE WHICH IS ON
 BL2052'THE S SIDE OF THE ROAD.  STATION IS IN A SMALL UNFENCED PLOT
 BL2052'OF GROUND, 7.5 METERS (25 FEET) W OF A PICKET FENCE ABOUT
 BL2052'12 METERS (39 FEET) SW OF CORNER OF SAME FENCE, AND ABOUT
 BL2052'19 METERS (62 FEET) E OF WOVEN WIRE FENCE.
 BL2052'
 BL2052'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2052'DISKS SET IN CONCRETE.
 BL2052'
 BL2052'REFERENCE MARK NO. 1 IS ABOUT 11 METERS (36 FEET) S OF CENTER
 BL2052'LINE OF ROAD, 1 FOOT S OF WOVEN WIRE FENCE ON OPPOSITE SIDE
 BL2052'OF ROAD FROM SMALL NEGRO HOUSE WITH BOARD FENCE AROUND IT, AND
 BL2052'100 METERS (328 FEET) FROM STATION, S 79 DEG 43 MIN E.
 BL2052'
 BL2052'REFERENCE MARK NO. 2 IS ON S SIDE OF ROAD 5 METERS S OF
 BL2052'CENTER LINE OF ROAD, 1 FOOT S OF A WOVEN WIRE FENCE, AND
 BL2052'53.48 METERS (175.5 FEET) FROM STATION, S 46 DEG 45 MIN W.
 BL2052
 BL2052                          STATION RECOVERY (1935)
 BL2052
 BL2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2052'STATION RECOVERED AND ALL MARKS IN GOOD CONDITION.  AN AZIMUTH
 BL2052'MARK WAS SET.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED
 BL2052'TO CHECK BY 50 FEET.
 BL2052'
 BL2052'THE STATION IS ABOUT 9 MILES E OF WOODVILLE, AND ABOUT 4
 BL2052'MILES W OF TOWN BLUFF.  ON THE N BOUNDARY OF FARM OWNED BY
 BL2052'W.F. GRIFFITH.  DIRECTLY N AND ACROSS ROAD FROM HIS HOUSE.
 BL2052'STATION IS IN SMALL UNFENCED PLOT OF GROUND.  25 FEET W OF
 BL2052'PICKET FENCE.  39 FEET SW OF NW CORNER OF SAME FENCE.  62
 BL2052'FEET E OF WIRE FENCE.  90 FEET N OF CENTER LINE OF STATE
 BL2052'HIGHWAY 45.  SURFACE MARK PROJECTS 4 INCHES.
 BL2052'
 BL2052'REFERENCE MARK NO. 1 ESE AND ON OPPOSITE SIDE OF ROAD FROM
 BL2052'STATION.  36 FEET S OF CENTER LINE OF ROAD.  ACROSS ROAD
 BL2052'FROM SMALL HOUSE, OCCUPIED BY NEGROES.  1 FOOT S OF FENCE
 BL2052'LINE.  THE MARK PROJECTS 4 INCHES.
 BL2052'
 BL2052'REFERENCE MARK NO. 2 IS SW AND ACROSS ROAD FROM STATION.
 BL2052'20 FEET S OF CENTER LINE OF ROAD.  1 FOOT S OF FENCE LINE.
 BL2052'THE MARK PROJECTS 4 INCHES.
 BL2052'
 BL2052'TOWN AZIMUTH MARK (1935) IS E OF THE STATION.  AT W SIDE
 BL2052'OF DRIVE TO HOUSE.  ABOUT 50 YARDS S OF STATE HIGHWAY 45.
 BL2052'ABOUT 50 YARDS N OF FARMHOUSE.  1 FOOT E OF FENCE LINE.  THE
 BL2052'MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 BL2052'AND PROJECTS 3 INCHES.
 BL2052'
 BL2052'TO REACH THE STATION FROM THE COURTHOUSE IN WOODVILLE GO
 BL2052'E ON STATE HIGHWAY 45, 9.8 MILES TO MR. GRIFFITHS HOUSE ON
 BL2052'S AND STATION ON N.  FROM TOWN BLUFF GO W ON WOODVILLE ROAD
 BL2052'4.4 MILES TO MR. GRIFFITHS HOUSE.
 BL2052'
 BL2052'A 113-FOOT SIGNAL AT WOODVILLE IS VISIBLE AT 82 FEET, A
 BL2052'126-FOOT SIGNAL AT GRAHAM IS VISIBLE AT 88 FEET, A 100-FOOT
 BL2052'SIGNAL AT JASPER IS VISIBLE AT 88 FEET, A 126-FOOT SIGNAL
 BL2052'AT COW IS VISIBLE AT 88 FEET, AND A 126-FOOT SIGNAL AT ZION
 BL2052'IS VISIBLE AT 70 FEET.
 BL2052
 BL2052                          STATION RECOVERY (1938)
 BL2052
 BL2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (JCB)
 BL2052'STATION LOCATED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0388 ***********************************************************************
 BL0388  DESIGNATION -  TOWN AZ MK
 BL0388  PID         -  BL0388
 BL0388  STATE/COUNTY-  TX/LIBERTY
 BL0388  USGS QUAD   -  LIBERTY (1984)
 BL0388
 BL0388                         *CURRENT SURVEY CONTROL
 BL0388  ___________________________________________________________________
 BL0388* NAD 83(1986)-  30 03 41.     (N)    094 48 03.     (W)     SCALED    
 BL0388* NAVD 88     -         9.765  (meters)      32.04   (feet)  ADJUSTED  
 BL0388  ___________________________________________________________________
 BL0388  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0388  DYNAMIC HT  -           9.752 (meters)      31.99  (feet)  COMP
 BL0388  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 BL0388
 BL0388  VERT ORDER  -  FIRST     CLASS I
 BL0388
 BL0388.The horizontal coordinates were scaled from a topographic map and have
 BL0388.an estimated accuracy of +/- 6 seconds.
 BL0388
 BL0388.The orthometric height was determined by differential leveling
 BL0388.and adjusted by the National Geodetic Survey in June 1991..
 BL0388
 BL0388.The geoid height was determined by GEOID03.
 BL0388
 BL0388.The dynamic height is computed by dividing the NAVD 88
 BL0388.geopotential number by the normal gravity value computed on the
 BL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0388.degrees latitude (g = 980.6199 gals.).
 BL0388
 BL0388.The modeled gravity was interpolated from observed gravity values.
 BL0388
 BL0388;                    North         East    Units  Estimated Accuracy
 BL0388;SPC TX C     - 3,057,020.    1,233,270.      MT  (+/- 180 meters Scaled)
 BL0388
 BL0388                          SUPERSEDED SURVEY CONTROL
 BL0388
 BL0388  NGVD 29 (12/23/87)    9.768  (m)           32.05   (f) ADJUSTED    1 1
 BL0388
 BL0388.Superseded values are not recommended for survey control.
 BL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0388.See file dsdata.txt to determine how the superseded data were derived.
 BL0388
 BL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP264269(NAD 83)
 BL0388_MARKER: DZ = AZIMUTH MARK DISK
 BL0388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BL0388_SP_SET: SIDEWALK
 BL0388_STAMPING: TOWN 1951
 BL0388_MARK LOGO: CGS   
 BL0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0388+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2004
 BL0388
 BL0388  HISTORY     - Date     Condition        Report By
 BL0388  HISTORY     - 1951     MONUMENTED       CGS
 BL0388  HISTORY     - 1973     GOOD             NGS
 BL0388  HISTORY     - 1987     GOOD             NGS
 BL0388  HISTORY     - 1988     GOOD             USPSQD
 BL0388  HISTORY     - 1989     GOOD             USPSQD
 BL0388  HISTORY     - 1990     GOOD             USPSQD
 BL0388  HISTORY     - 19960801 GOOD             USPSQD
 BL0388  HISTORY     - 20031004 GOOD             USPSQD
 BL0388  HISTORY     - 20041003 GOOD             USPSQD
 BL0388
 BL0388                          STATION DESCRIPTION
 BL0388
 BL0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0388'IN LIBERTY.
 BL0388'AT LIBERTY, ABOUT 0.35 MILE WEST ALONG TRINITY AVENUE FROM THE COUNTY
 BL0388'COURTHOUSE, 73 YARDS NORTH OF THE INTERSECTION OF CROCKETT STREET,
 BL0388'ABOUT MID-WAY BETWEEN TRINITY AVENUE AND COS AVENUE, 5.5 FEET WEST OF
 BL0388'THE WEST CURBLINE OF CROCKETT STREET, 33 1/2 FEET SOUTH OF THE SOUTH
 BL0388'EDGE OF THE CONCRETE SIDEWALK FOR ENTRANCE TO HOUSE NUMBER 517
 BL0388'CROCKETT STREET, AND SET IN THE CONCRETE SIDEWALK ALONG THE WEST SIDE
 BL0388'OF CROCKETT STREET.
 BL0388
 BL0388                          STATION RECOVERY (1987)
 BL0388
 BL0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0388'RECOVERED IN GOOD CONDITION.
 BL0388
 BL0388                          STATION RECOVERY (1988)
 BL0388
 BL0388'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0388'RECOVERED IN GOOD CONDITION.
 BL0388
 BL0388                          STATION RECOVERY (1989)
 BL0388
 BL0388'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0388'RECOVERED IN GOOD CONDITION.
 BL0388
 BL0388                          STATION RECOVERY (1990)
 BL0388
 BL0388'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0388'RECOVERED IN GOOD CONDITION.
 BL0388
 BL0388                          STATION RECOVERY (1996)
 BL0388
 BL0388'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0388'RECOVERED IN GOOD CONDITION.
 BL0388
 BL0388                          STATION RECOVERY (2003)
 BL0388
 BL0388'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0388'RECOVERED IN GOOD CONDITION.
 BL0388
 BL0388                          STATION RECOVERY (2004)
 BL0388
 BL0388'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0385 ***********************************************************************
 BL0385  DESIGNATION -  TOWN RM 1
 BL0385  PID         -  BL0385
 BL0385  STATE/COUNTY-  TX/LIBERTY
 BL0385  USGS QUAD   -  LIBERTY (1984)
 BL0385
 BL0385                         *CURRENT SURVEY CONTROL
 BL0385  ___________________________________________________________________
 BL0385* NAD 83(1986)-  30 03 41.     (N)    094 47 51.     (W)     SCALED    
 BL0385* NAVD 88     -         9.74   (+/-2cm)      32.0    (feet)  VERTCON   
 BL0385  ___________________________________________________________________
 BL0385  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0385
 BL0385  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0385
 BL0385.The horizontal coordinates were scaled from a topographic map and have
 BL0385.an estimated accuracy of +/- 6 seconds.
 BL0385
 BL0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0385.The vertical order pertains to the NGVD 29 superseded value.
 BL0385
 BL0385.The geoid height was determined by GEOID03.
 BL0385
 BL0385;                    North         East    Units  Estimated Accuracy
 BL0385;SPC TX C     - 3,057,040.    1,233,590.      MT  (+/- 180 meters Scaled)
 BL0385
 BL0385                          SUPERSEDED SURVEY CONTROL
 BL0385
 BL0385  NGVD 29 (??/??/92)    9.739  (m)           31.95   (f) ADJ UNCH    1 1
 BL0385
 BL0385.Superseded values are not recommended for survey control.
 BL0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0385.See file dsdata.txt to determine how the superseded data were derived.
 BL0385
 BL0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP267269(NAD 83)
 BL0385_MARKER: DR = REFERENCE MARK DISK
 BL0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0385_SP_SET: SIDEWALK
 BL0385_STAMPING: TOWN NO 1 1951
 BL0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0385+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 BL0385
 BL0385  HISTORY     - Date     Condition        Report By
 BL0385  HISTORY     - 1951     MONUMENTED       CGS
 BL0385  HISTORY     - 1972     GOOD             NGS
 BL0385  HISTORY     - 1988     GOOD             USPSQD
 BL0385  HISTORY     - 1989     GOOD             USPSQD
 BL0385  HISTORY     - 1990     GOOD             USPSQD
 BL0385  HISTORY     - 19960801 GOOD             USPSQD
 BL0385  HISTORY     - 20031004 GOOD             USPSQD
 BL0385  HISTORY     - 20041003 GOOD             USPSQD
 BL0385
 BL0385                          STATION DESCRIPTION
 BL0385
 BL0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0385'IN LIBERTY.
 BL0385'AT LIBERTY, ABOUT 0.1 MILE WEST ALONG TRINITY AVENUE FROM THE
 BL0385'COURTHOUSE, AT THE NORTHWEST CORNER OF THE INTERSECTION OF TRAVIS
 BL0385'STREET, 51 FEET WEST OF THE WEST CURBLINE OF TRAVIS STREET, 6 FEET
 BL0385'NORTH OF THE NORTH CURBLINE OF TRINITY AVENUE, SET IN THE TRINITY
 BL0385'AVENUE SIDEWALK AND 0.4 FOOT NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
 BL0385
 BL0385                          STATION RECOVERY (1988)
 BL0385
 BL0385'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0385'RECOVERED IN GOOD CONDITION.
 BL0385
 BL0385                          STATION RECOVERY (1989)
 BL0385
 BL0385'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0385'RECOVERED IN GOOD CONDITION.
 BL0385
 BL0385                          STATION RECOVERY (1990)
 BL0385
 BL0385'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0385'RECOVERED IN GOOD CONDITION.
 BL0385
 BL0385                          STATION RECOVERY (1996)
 BL0385
 BL0385'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0385'RECOVERED IN GOOD CONDITION.
 BL0385
 BL0385                          STATION RECOVERY (2003)
 BL0385
 BL0385'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0385'RECOVERED IN GOOD CONDITION.
 BL0385
 BL0385                          STATION RECOVERY (2004)
 BL0385
 BL0385'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0387 ***********************************************************************
 BL0387  DESIGNATION -  TOWN RM 2
 BL0387  PID         -  BL0387
 BL0387  STATE/COUNTY-  TX/LIBERTY
 BL0387  USGS QUAD   -  LIBERTY (1984)
 BL0387
 BL0387                         *CURRENT SURVEY CONTROL
 BL0387  ___________________________________________________________________
 BL0387* NAD 83(1986)-  30 03 36.     (N)    094 47 53.     (W)     SCALED    
 BL0387* NAVD 88     -         9.49   (+/-2cm)      31.1    (feet)  VERTCON   
 BL0387  ___________________________________________________________________
 BL0387  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0387
 BL0387  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0387
 BL0387.The horizontal coordinates were scaled from a topographic map and have
 BL0387.an estimated accuracy of +/- 6 seconds.
 BL0387
 BL0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0387.The vertical order pertains to the NGVD 29 superseded value.
 BL0387
 BL0387.The geoid height was determined by GEOID03.
 BL0387
 BL0387;                    North         East    Units  Estimated Accuracy
 BL0387;SPC TX C     - 3,056,880.    1,233,550.      MT  (+/- 180 meters Scaled)
 BL0387
 BL0387                          SUPERSEDED SURVEY CONTROL
 BL0387
 BL0387  NGVD 29 (??/??/92)    9.50   (m)           31.2    (f) COMPUTED    1 2
 BL0387
 BL0387.Superseded values are not recommended for survey control.
 BL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0387.See file dsdata.txt to determine how the superseded data were derived.
 BL0387
 BL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP266267(NAD 83)
 BL0387_MARKER: DR = REFERENCE MARK DISK
 BL0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0387_SP_SET: SIDEWALK
 BL0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0387
 BL0387  HISTORY     - Date     Condition        Report By
 BL0387  HISTORY     - 1951     MONUMENTED       CGS
 BL0387  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0387  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0387  HISTORY     - 19960801 MARK NOT FOUND   USPSQD
 BL0387  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0387  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0387
 BL0387                          STATION DESCRIPTION
 BL0387
 BL0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0387'IN LIBERTY.
 BL0387'AT LIBERTY, 2 BLOCKS NORTH ALONG MAIN STREET FROM THE TEXAS AND NEW
 BL0387'ORLEANS RAILROAD STATION, THENCE 1 1/2 BLOCKS WEST ALONG TRINITY
 BL0387'AVENUE, IN THE TOP OF THE SOUTH EDGE OF THE SIDEWALK, 122.5 FEET
 BL0387'NORTHWEST AND ACROSS TRINITY AVENUE FROM TRIANGULATION STATION TOWN
 BL0387'1951, 5 1/2 FEET NORTH OF THE NORTH CURB OF TRINITY AVENUE, 5 1/2 FEET
 BL0387'WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, AND 37 FEET SOUTH OF
 BL0387'THE SOUTHEAST CORNER OF HOUSE NUMBER 1803.  NOTE-- THE DESCRIBED AREA
 BL0387'IS PRESENTLY SURFACED WITH BLACKTOP AND THE MARK HAS EITHER BEEN
 BL0387'DESTROYED OR COVERED WITH BLACKTOP.
 BL0387
 BL0387                          STATION RECOVERY (1990)
 BL0387
 BL0387'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0387'MARK NOT FOUND.
 BL0387
 BL0387                          STATION RECOVERY (1996)
 BL0387
 BL0387'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0387'MARK NOT FOUND.
 BL0387
 BL0387                          STATION RECOVERY (2003)
 BL0387
 BL0387'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0387'MARK NOT FOUND.
 BL0387
 BL0387                          STATION RECOVERY (2004)
 BL0387
 BL0387'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0633 ***********************************************************************
 AZ0633  DESIGNATION -  TOWNE
 AZ0633  PID         -  AZ0633
 AZ0633  STATE/COUNTY-  TX/MAVERICK
 AZ0633  USGS QUAD   -  TEQUESQUITE SPRING (1978)
 AZ0633
 AZ0633                         *CURRENT SURVEY CONTROL
 AZ0633  ___________________________________________________________________
 AZ0633* NAD 83(1993)-  29 02 51.56295(N)    100 36 46.36024(W)     ADJUSTED  
 AZ0633* NAVD 88     -       280.5    (meters)     920.     (feet)  VERTCON   
 AZ0633  ___________________________________________________________________
 AZ0633  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AZ0633  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0633
 AZ0633  HORZ ORDER  -  FIRST
 AZ0633
 AZ0633.The horizontal coordinates were established by classical geodetic methods
 AZ0633.and adjusted by the National Geodetic Survey in February 1996..
 AZ0633
 AZ0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0633
 AZ0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0633
 AZ0633.The geoid height was determined by GEOID03.
 AZ0633
 AZ0633;                    North         East     Units Scale Factor Converg.
 AZ0633;SPC TXSC     - 4,135,662.685   442,939.584   MT  0.99987573   -0 47 24.6
 AZ0633;SPC TXSC     -13,568,419.99  1,453,210.95   sFT  0.99987573   -0 47 24.6
 AZ0633;UTM  14      - 3,214,338.889   342,966.876   MT  0.99990430   -0 46 59.8
 AZ0633
 AZ0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0633!SPC TXSC     -   0.99995950  x   0.99987573  =   0.99983524
 AZ0633!UTM  14      -   0.99995950  x   0.99990430  =   0.99986380
 AZ0633
 AZ0633:                Primary Azimuth Mark                     Grid Az
 AZ0633:SPC TXSC     -  NEELYS RANCH WINDMILL                    034 13 28.4
 AZ0633:UTM  14      -  NEELYS RANCH WINDMILL                    034 13 03.6
 AZ0633
 AZ0633|---------------------------------------------------------------------|
 AZ0633| PID    Reference Object                     Distance      Geod. Az  |
 AZ0633|                                                           dddmmss.s |
 AZ0633| AZ0632 NEELYS RANCH WINDMILL               APPROX.10.0 KM 0332603.8 |
 AZ0633| AZ0639 JAMERSON RANCH WINDMILL             APPROX. 8.7 KM 0364535.1 |
 AZ0633| CV5621 TOWNE RM                             12.123 METERS 23343     |
 AZ0633| AZ0634 WINDMILL                            APPROX. 7.4 KM 3542157.4 |
 AZ0633|---------------------------------------------------------------------|
 AZ0633
 AZ0633                          SUPERSEDED SURVEY CONTROL
 AZ0633
 AZ0633  NAD 83(1986)-  29 02 51.55680(N)    100 36 46.33867(W) AD(       ) 1
 AZ0633  NAD 27      -  29 02 50.68700(N)    100 36 45.04400(W) AD(       ) 1
 AZ0633  NGVD 29 (07/19/86)  280.4    (m)          920.     (f) VERT ANG       
 AZ0633
 AZ0633.Superseded values are not recommended for survey control.
 AZ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0633.See file dsdata.txt to determine how the superseded data were derived.
 AZ0633
 AZ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT4296714339(NAD 83)
 AZ0633_MARKER: DS = TRIANGULATION STATION DISK
 AZ0633_SETTING: 0 = UNSPECIFIED SETTING
 AZ0633
 AZ0633  HISTORY     - Date     Condition        Report By
 AZ0633  HISTORY     - 1918     MONUMENTED       CGS
 AZ0633
 AZ0633                          STATION DESCRIPTION
 AZ0633
 AZ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AZ0633'STATION IS ABOUT 10 MILES N OF THE LEHMAN RANCH, 4 MILES NW
 AZ0633'OF TOWNES RANCH, 1/2 MILE NE OF MC DONALDS RANCH HOUSE, WINDMILL,
 AZ0633'AND TANK, AND 1 MILE E OF THE DEL RIO-LEHMAN RANCH ROAD ON THE
 AZ0633'HIGHEST POINT AND IN A PLACE PRACTICALLY BARE AND COVERED
 AZ0633'WITH ROCK.
 AZ0633'
 AZ0633'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AZ0633'
 AZ0633'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AZ0633'
 AZ0633'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AZ0633'12.123 METERS (39.77 FEET) DISTANT S 53 DEG 43 MIN W.
 AZ0633'
 AZ0633'THE WINDMILL AT THE MC DONALD RANCH IS DISTANT ABOUT 1 MILE
 AZ0633'S 26 DEG 51 MIN W.
 AZ0633'
 AZ0633'STATION REACHED FROM DEL RIO BY FOLLOWING THE LEHMAN RANCH
 AZ0633'ROAD FOR ABOUT 7 MILES SW OF DIXIE TO WHERE ROAD ASCENDS A
 AZ0633'HILL AND FORKS.  LEFT-HAND ROAD LEADS 1-1/2 MILES TO MC DONALDS
 AZ0633'RANCH AND STATION.
 AZ0633'
 AZ0633'ELEVATION OF STATION, 280.4 METERS (920 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0429 ***********************************************************************
 BQ0429  DESIGNATION -  TOWNSEND
 BQ0429  PID         -  BQ0429
 BQ0429  STATE/COUNTY-  TX/PRESIDIO
 BQ0429  USGS QUAD   -  ARAGON (1983)
 BQ0429
 BQ0429                         *CURRENT SURVEY CONTROL
 BQ0429  ___________________________________________________________________
 BQ0429* NAD 83(1993)-  30 15 10.65722(N)    104 09 44.69346(W)     ADJUSTED  
 BQ0429* NAVD 88     -      1464.     (meters)    4803.     (feet)  SCALED    
 BQ0429  ___________________________________________________________________
 BQ0429  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 BQ0429  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BQ0429
 BQ0429  HORZ ORDER  -  SECOND
 BQ0429
 BQ0429.The horizontal coordinates were established by classical geodetic methods
 BQ0429.and adjusted by the National Geodetic Survey in February 1996..
 BQ0429
 BQ0429.The orthometric height was scaled from a topographic map.
 BQ0429
 BQ0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0429
 BQ0429.The geoid height was determined by GEOID03.
 BQ0429
 BQ0429;                    North         East     Units Scale Factor Converg.
 BQ0429;SPC TXSC     - 4,279,133.365   103,331.537   MT  0.99999137   -2 31 44.9
 BQ0429;SPC TXSC     -14,039,123.38    339,013.55   sFT  0.99999137   -2 31 44.9
 BQ0429;UTM  13      - 3,347,112.698   580,578.906   MT  0.99968010   +0 25 19.2
 BQ0429
 BQ0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0429!SPC TXSC     -   0.99977363  x   0.99999137  =   0.99976500
 BQ0429!UTM  13      -   0.99977363  x   0.99968010  =   0.99945380
 BQ0429
 BQ0429:                Primary Azimuth Mark                     Grid Az
 BQ0429:SPC TXSC     -  TOWNSEND AZ MK                           045 25 36.2
 BQ0429:UTM  13      -  TOWNSEND AZ MK                           042 28 32.1
 BQ0429
 BQ0429|---------------------------------------------------------------------|
 BQ0429| PID    Reference Object                     Distance      Geod. Az  |
 BQ0429|                                                           dddmmss.s |
 BQ0429| CH9793 TOWNSEND AZ MK                                     0425351.3 |
 BQ0429| CH9794 TOWNSEND RM 1                        10.459 METERS 27728     |
 BQ0429| CH9795 TOWNSEND RM 2                         7.468 METERS 35215     |
 BQ0429|---------------------------------------------------------------------|
 BQ0429
 BQ0429                          SUPERSEDED SURVEY CONTROL
 BQ0429
 BQ0429  NAD 83(1986)-  30 15 10.65270(N)    104 09 44.69240(W) AD(       ) 2
 BQ0429  NAD 27      -  30 15 10.07800(N)    104 09 42.99600(W) AD(       ) 2
 BQ0429
 BQ0429.Superseded values are not recommended for survey control.
 BQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0429.See file dsdata.txt to determine how the superseded data were derived.
 BQ0429
 BQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP8057947113(NAD 83)
 BQ0429_MARKER: DS = TRIANGULATION STATION DISK
 BQ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0429
 BQ0429  HISTORY     - Date     Condition        Report By
 BQ0429  HISTORY     - 1942     MONUMENTED       CGS
 BQ0429  HISTORY     - 1958     GOOD             AMS
 BQ0429
 BQ0429                          STATION DESCRIPTION
 BQ0429
 BQ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0429'STATION IS LOCATED ABOUT 9-1/2 MILES WSW OF MARFA, ABOUT 1/2
 BQ0429'MILE SW OF THE TOWNSEND RANCH BUILDINGS.  IT IS OPPOSITE OR N
 BQ0429'OF THE CUT WHERE THE HIGHWAY PASSES UP FROM THE VALLEY TO THE
 BQ0429'MESA TOP, ABOUT 100 YARDS N OF THE MARFA-RUIDOSA HIGHWAY.
 BQ0429'
 BQ0429'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 BQ0429'CONCRETE, WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 BQ0429'STAMPED TOWNSEND 1942.
 BQ0429'
 BQ0429'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE, AS
 BQ0429'DESCRIBED.
 BQ0429'
 BQ0429'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A CONCRETE
 BQ0429'BLOCK WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 BQ0429'STAMPED TOWNSEND 1942 NO. 1.
 BQ0429'
 BQ0429'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A CONCRETE
 BQ0429'BLOCK WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 BQ0429'STAMPED TOWNSEND 1942 NO. 2.
 BQ0429'
 BQ0429'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BLOCK
 BQ0429'OF CONCRETE WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 BQ0429'IT IS STAMPED TOWNSEND 1942.
 BQ0429'
 BQ0429'TO REACH FROM JUNCTION OF HIGHWAYS 90 AND 67 IN MARFA GO
 BQ0429'W ON HIGHWAY 90 FOR 0.6 MILE, TURN LEFT OFF THE MAIN HIGHWAY
 BQ0429'AND FOLLOW THE RUIDOSA ROAD S AND SW 9.1 MILES TO THE ENTRANCE
 BQ0429'OF THE TOWNSEND RANCH ON THE RIGHT.  TURN IN HERE AND GO ABOUT
 BQ0429'0.2 MILE TO THE RANCH BUILDINGS, HERE BEAR TO THE LEFT AND
 BQ0429'PASS THROUGH THE GATE S OF THE WELL AND CORRALS, THE ROAD ENDS
 BQ0429'HERE, DRIVE ACROSS FLAT AND UPON LOW HILL ABOUT 1/2 MILE TO
 BQ0429'THE STATION.  THE LAST 50 YARDS UP THE HILL TO STATION IS
 BQ0429'PRETTY STEEP BUT CAN BE DRIVEN.
 BQ0429
 BQ0429                          STATION RECOVERY (1958)
 BQ0429
 BQ0429'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0429'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BQ0429'
 BQ0429'THE STATION IS LOCATED ON THE HIGHEST POINT OF E-W RIDGE.
 BQ0429'147 FEET W OF LONE BUSH IN LIGHT SPOT.  330 FEET E OF DARK
 BQ0429'LONE BUSH.  12 FEET S OF SMALL LONE BUSH.  138 FEET N OF LONE BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7078 ***********************************************************************
 AW7078  DESIGNATION -  TOWNSEND
 AW7078  PID         -  AW7078
 AW7078  STATE/COUNTY-  TX/GALVESTON
 AW7078  USGS QUAD   -  THE JETTIES (1994)
 AW7078
 AW7078                         *CURRENT SURVEY CONTROL
 AW7078  ___________________________________________________________________
 AW7078* NAD 83(1993)-  29 19 53.61361(N)    094 44 14.27178(W)     ADJUSTED  
 AW7078* NAVD 88     -         1.403  (meters)       4.60   (feet)  ADJUSTED  
 AW7078  ___________________________________________________________________
 AW7078  X           -    -459,590.464 (meters)                     COMP
 AW7078  Y           -  -5,545,896.194 (meters)                     COMP
 AW7078  Z           -   3,105,979.014 (meters)                     COMP
 AW7078  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AW7078  ELLIP HEIGHT-         -25.17  (meters)          (10/23/00) GPS OBS
 AW7078  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW7078  DYNAMIC HT  -           1.401 (meters)       4.60  (feet)  COMP
 AW7078  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AW7078
 AW7078  HORZ ORDER  -  A
 AW7078  VERT ORDER  -  FIRST     CLASS II
 AW7078  ELLP ORDER  -  FOURTH    CLASS II
 AW7078
 AW7078.This is a reference station for the GALVESTON 1
 AW7078.National Continuously Operating Reference Station (GAL1).
 AW7078
 AW7078.The horizontal coordinates were established by GPS observations
 AW7078.and adjusted by the National Geodetic Survey in September 1992..
 AW7078
 AW7078.The orthometric height was determined by differential leveling
 AW7078.and adjusted by the National Geodetic Survey in March 1997..
 AW7078.WARNING-GPS observations at this control monument resulted in a GPS
 AW7078.derived orthometric height which differed from the leveled height by
 AW7078.more than one decimeter (0.1 meter).
 AW7078
 AW7078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7078
 AW7078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7078
 AW7078.The ellipsoidal height was determined by GPS observations
 AW7078.and is referenced to NAD 83.
 AW7078
 AW7078.The geoid height was determined by GEOID03.
 AW7078
 AW7078.The dynamic height is computed by dividing the NAVD 88
 AW7078.geopotential number by the normal gravity value computed on the
 AW7078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW7078.degrees latitude (g = 980.6199 gals.).
 AW7078
 AW7078.The modeled gravity was interpolated from observed gravity values.
 AW7078
 AW7078;                    North         East     Units Scale Factor Converg.
 AW7078;SPC TXSC     - 4,173,586.346 1,013,872.355   MT  0.99986325   +2 05 18.1
 AW7078;SPC TXSC     -13,692,841.20  3,326,346.22   sFT  0.99986325   +2 05 18.1
 AW7078;UTM  15      - 3,245,973.464   331,316.602   MT  0.99995111   -0 51 04.5
 AW7078
 AW7078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7078!SPC TXSC     -   1.00000395  x   0.99986325  =   0.99986720
 AW7078!UTM  15      -   1.00000395  x   0.99995111  =   0.99995506
 AW7078
 AW7078                          SUPERSEDED SURVEY CONTROL
 AW7078
 AW7078  ELLIP H (05/09/94)  -25.12   (m)                       GP(       ) 4 2
 AW7078  ELLIP H (09/04/92)  -25.12   (m)                       GP(       ) 3 1
 AW7078  NAVD 88 (07/24/98)    1.40   (m)            4.6    (f) LEVELING    3  
 AW7078
 AW7078.Superseded values are not recommended for survey control.
 AW7078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7078.See file dsdata.txt to determine how the superseded data were derived.
 AW7078
 AW7078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3131745973(NAD 83)
 AW7078_MARKER: I = METAL ROD
 AW7078_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW7078_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW7078_STAMPING: TOWNSEND 1992
 AW7078_MARK LOGO: NGS   
 AW7078_PROJECTION: RECESSED 8 CENTIMETERS
 AW7078_MAGNETIC: I = MARKER IS A STEEL ROD
 AW7078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW7078+STABILITY: POSITION/ELEVATION WELL
 AW7078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7078+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 AW7078_ROD/PIPE-DEPTH: 24.4 meters
 AW7078_SLEEVE-DEPTH  : 1 meters
 AW7078
 AW7078  HISTORY     - Date     Condition        Report By
 AW7078  HISTORY     - 1992     MONUMENTED       NGS
 AW7078  HISTORY     - 19930407 GOOD             NGS
 AW7078  HISTORY     - 19941210 GOOD             NGS
 AW7078  HISTORY     - 19960326 GOOD             NGS
 AW7078  HISTORY     - 19960327 GOOD             NGS
 AW7078  HISTORY     - 19961205 GOOD             NGS
 AW7078  HISTORY     - 20050620 GOOD             NASA
 AW7078
 AW7078                          STATION DESCRIPTION
 AW7078
 AW7078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AW7078'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF GALVESTON
 AW7078'TEXAS, ON GALVESTON ISLAND.  OWNERSHIP--U.S. COAST GUARD (NO
 AW7078'PERMISSION NEEDED).
 AW7078'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 75 (WHICH
 AW7078'IS A CONTINUATION OF INTERSTATE HIGHWAY 45) AND SEAWALL BOULEVARD IN
 AW7078'GALVESTION, GO NORTHEAST ON SEAWALL BOULEVARD FOR 3.9 KM (2.40 MI) TO
 AW7078'BODDEKER ROAD LEADING TO APFFEL PARK, TURN RIGHT AND GO EAST ALONG
 AW7078'BODDEKER ROAD FOR 1.6 KM (1.00 MI) TO A PAVED ROAD RIGHT LEADING TO
 AW7078'THE U.S COAST GUARD RESERVE STATION.
 AW7078'THE STATION IS A PUNCH MARK IN THE TOP OF A 9/16 INCH STAINLESS STEEL
 AW7078'ROD, ENCASED IN A 5-INCH PVC PIPE WITH ACCESS THROUGH A LOGO CAP.
 AW7078'LOCATED 38.7 M (127.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTERLINE
 AW7078'OF BODDEKER ROAD, 32.5 M (106.6 FT) NORTHWEST FROM THE COAST GUARD
 AW7078'SIGN, 18.2 M (59.7 FT) WEST FROM THE APPROXIMATE CENTERLINE OF PAVED
 AW7078'ROAD TO COAST GUARD RESERVE CENTER, 1.1 M (3.6 FT) EAST FROM A
 AW7078'CARSONITE WITNESS POST.
 AW7078
 AW7078                          STATION RECOVERY (1993)
 AW7078
 AW7078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW7078'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NOTHEAST OF GALVESTON,
 AW7078'NEAR THE NORTHEAST END OF GALVESTON ISLAND, NEAR THE U.S. COAST GUARD
 AW7078'RESERVE STATION.  OWNERSHIP--U.S. COAST GUARD.  NO PRIOR PERMISSION
 AW7078'TO USE STATION REQUIRED.
 AW7078'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75, WHICH IS A
 AW7078'CONTINUATION OF INTERSTATE HIGHWAY 45, AND SEAWALL BOULEVARD IN
 AW7078'GALVESTON, GO NORTHEAST ON SEAWALL BOULEVARD FOR 3.9 KM (2.40 MI) TO
 AW7078'BODDEKER ROAD LEADING TO APFFEL PARK.  TURN RIGHT, EAST, ON BODDEKER
 AW7078'ROAD FOR 1.6 KM (1.00 MI) TO THE STATION ON THE RIGHT JUST BEFORE
 AW7078'REACHING THE PAVED ROAD LEADING TO THE U.S. COAST GUARD RESERVE
 AW7078'CENTER.
 AW7078'THE STATION IS A PUNCH MARK TOP CENTER ON A STAINLESS STEEL ROD IN A
 AW7078'2.5 CM GREASE FILLED PVC PIPE ENCASED IN A 12.7 CM PVC PIPE WITH NGS
 AW7078'LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  IT IS 38.7 M
 AW7078'(127.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF BODDEKER ROAD,
 AW7078'32.5 M (106.6 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF PAVED ROAD
 AW7078'LEADING TO COAST GUARD RESERVE CENTER AND 1.1 M (3.6 FT) EAST FROM A
 AW7078'FIBERGLASS WITNESS POST.
 AW7078
 AW7078                          STATION RECOVERY (1994)
 AW7078
 AW7078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW7078'RECOVERED AS DESCRIBED.  STATION LOCATED 4.0 FT (1.2 M) NORTH OF A
 AW7078'CARSONITE WITNESS POST.  CONTACT CHIEF WARRENT OFFICER BURGER, PHONE
 AW7078'(409) -766-5640.  THIS IS A PAC STATION.
 AW7078
 AW7078                          STATION RECOVERY (1996)
 AW7078
 AW7078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RWD)
 AW7078'RECOVERED AS DESCRIBED.
 AW7078
 AW7078                          STATION RECOVERY (1996)
 AW7078
 AW7078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RWD)
 AW7078'RECOVERED AS DESCRIBED.
 AW7078
 AW7078                          STATION RECOVERY (1996)
 AW7078
 AW7078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW7078'3.8 KM (2.35 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW7078'JUNCTION OF BROADWAY AVENUE IN GALVESTON, THENCE 1.6 KM (1.00 MI)
 AW7078'SOUTHEASTERLY ALONG BODECKER ROAD, 38.4 M (126.0 FT) SOUTHWEST OF THE
 AW7078'ROAD CENTER, 17.8 M (58.4 FT) WEST OF THE CENTER OF A ROAD LEADING TO
 AW7078'A COAST GUARD STATION, 1.1 M (3.6 FT) WEST OF A WITNESS POST, 1.1 M
 AW7078'(3.6 FT) EAST OF A WITNESS POST, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF
 AW7078'THE ROAD.
 AW7078
 AW7078                          STATION RECOVERY (2005)
 AW7078
 AW7078'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW7078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0928 ***********************************************************************
 CD0928  DESIGNATION -  TOY
 CD0928  PID         -  CD0928
 CD0928  STATE/COUNTY-  TX/CULBERSON
 CD0928  USGS QUAD   -  HOPPER DRAW EAST (1973)
 CD0928
 CD0928                         *CURRENT SURVEY CONTROL
 CD0928  ___________________________________________________________________
 CD0928* NAD 83(1993)-  31 16 58.74113(N)    104 08 50.28662(W)     ADJUSTED  
 CD0928* NAVD 88     -      1052.     (meters)    3451.     (feet)  SCALED    
 CD0928  ___________________________________________________________________
 CD0928  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CD0928  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CD0928
 CD0928  HORZ ORDER  -  SECOND
 CD0928
 CD0928.The horizontal coordinates were established by classical geodetic methods
 CD0928.and adjusted by the National Geodetic Survey in February 1996..
 CD0928
 CD0928.The orthometric height was scaled from a topographic map.
 CD0928
 CD0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0928
 CD0928.The geoid height was determined by GEOID03.
 CD0928
 CD0928;                    North         East     Units Scale Factor Converg.
 CD0928;SPC TX C     - 3,185,402.421   336,939.550   MT  0.99989377   -1 57 51.9
 CD0928;SPC TX C     -10,450,774.44  1,105,442.51   sFT  0.99989377   -1 57 51.9
 CD0928;UTM  13      - 3,461,277.946   581,163.746   MT  0.99968125   +0 26 34.1
 CD0928
 CD0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0928!SPC TX C     -   0.99983841  x   0.99989377  =   0.99973220
 CD0928!UTM  13      -   0.99983841  x   0.99968125  =   0.99951971
 CD0928
 CD0928|---------------------------------------------------------------------|
 CD0928| PID    Reference Object                     Distance      Geod. Az  |
 CD0928|                                                           dddmmss.s |
 CD0928| CH9797 TOY RM 1                             11.152 METERS 04554     |
 CD0928| CH9798 TOY RM 2                             15.287 METERS 14948     |
 CD0928| CH9796 TOY AZ MK                                          1793608.7 |
 CD0928|---------------------------------------------------------------------|
 CD0928
 CD0928                          SUPERSEDED SURVEY CONTROL
 CD0928
 CD0928  NAD 83(1986)-  31 16 58.74209(N)    104 08 50.28345(W) AD(       ) 2
 CD0928  NAD 27      -  31 16 58.25800(N)    104 08 48.58700(W) AD(       ) 2
 CD0928
 CD0928.Superseded values are not recommended for survey control.
 CD0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0928.See file dsdata.txt to determine how the superseded data were derived.
 CD0928
 CD0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ8116461278(NAD 83)
 CD0928_MARKER: DS = TRIANGULATION STATION DISK
 CD0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0928
 CD0928  HISTORY     - Date     Condition        Report By
 CD0928  HISTORY     - 1943     MONUMENTED       CGS
 CD0928  HISTORY     - 1969     GOOD             LOCENG
 CD0928
 CD0928                          STATION DESCRIPTION
 CD0928
 CD0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0928'STATION IS LOCATED ON THE SUMMIT OF A FLAT, GRASSY TABLELAND,
 CD0928'ABOUT 1/2 MILE N OF THE TOYAH ROAD, THAT LEADS E FROM HARRAL
 CD0928'RANCH, ABOUT 15.0 MILES NNE OF KENT, 9.0 MILES NNW OF SAN
 CD0928'MARTINE SECTION HOUSE, 5.5 MILES BY ROAD SE OF THE A.B. TINNIN
 CD0928'RANCH, 0.15 MILE S OF FENCE AT EDGE, OF TABLELAND, AND 1/4
 CD0928'MILE S OF SALT DRAW.
 CD0928'
 CD0928'THE STATION IS ON AN OPEN GRASSY RIDGE 0.35 MILE N OF A GATE
 CD0928'IN A N-S FENCE AND 27.6 FEET W OF THE FENCELINE AT THE
 CD0928'T-JUNCTION OF A FENCE.  A BRONZE STATION DISK SET IN A SQUARE
 CD0928'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  STAMPED TOY
 CD0928'1943.
 CD0928'
 CD0928'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A ROUND
 CD0928'CONCRETE POST FLUSH WITH THE GROUND, 2 FEET W OF THE FENCE.
 CD0928'STAMPED TOY NO 1 1943.
 CD0928'
 CD0928'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A ROUND
 CD0928'CONCRETE POST FLUSH WITH THE GROUND, 2 FEET W OF THE FENCE.
 CD0928'STAMPED TOY NO 2 1943.
 CD0928'
 CD0928'AZIMUTH MARK IS ABOUT 117 YARDS N OF A GATE AND ROAD AND 4.0
 CD0928'FEET W OF A FENCE.  A BRONZE AZIMUTH MARK SET IN A SQUARE
 CD0928'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  STAMPED
 CD0928'TOY 1943.
 CD0928'
 CD0928'TO REACH FROM THE RAILROAD STATION AT KENT, GO N ON BLADED
 CD0928'ROAD 4.7 MILES TO FORKS.  THENCE STRAIGHT AHEAD ON LEFT, MAIN,
 CD0928'FORK 4.0 MILES TO FORK.  THENCE N ON RIGHT FORK 2.6 MILES
 CD0928'TO A GATE.  GO THROUGH GATE AND CONTINUE NE ON MAINROAD FOR
 CD0928'1.4 MILES TO CROSSROADS NEAR SMALL ADOBE HOUSE.  CONTINUE
 CD0928'STRAIGHT AHEAD NE THROUGH RANGE OF HILLS FOR 2.8 MILES TO A
 CD0928'FENCE.  THENCE W ON MAIN ROAD ALONG FENCE FOR 0.5 MILE TO
 CD0928'RACHALS RANCH.  CONTINUE PAST RANCH, NE, 1.4 MILES TO
 CD0928'CROSSROADS.  TURN SHARP RIGHT, E, AND GO 1.3 MILES TO
 CD0928'ROAD JUNCTION AND TWO IRON GATES 100 YARDS APART.  PASS
 CD0928'THROUGH GATES AND CONTINUE SE PAST ROAD LEADING TO A.B. TINNIN
 CD0928'RANCH, FOR 4.5 MILES TO A GATE.  AZIMUTH MARK IS ABOUT 117
 CD0928'YARDS N ALONG THE FENCE FROM THIS GATE.  TURN LEFT, N,
 CD0928'ALONG THE FENCE AND GO 0.35 MILE TO THE STATION.
 CD0928'
 CD0928'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CD0928
 CD0928                          STATION RECOVERY (1969)
 CD0928
 CD0928'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 CD0928'TOY - GOOD
 CD0928'
 CD0928'REF 1 - GOOD
 CD0928'
 CD0928'REF 2 - GOOD
 CD0928'
 CD0928'A2 - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0814 ***********************************************************************
 CC0814  DESIGNATION -  TOYAH
 CC0814  PID         -  CC0814
 CC0814  STATE/COUNTY-  TX/REEVES
 CC0814  USGS QUAD   -  FLORENZO HILL (1970)
 CC0814
 CC0814                         *CURRENT SURVEY CONTROL
 CC0814  ___________________________________________________________________
 CC0814* NAD 83(1993)-  31 07 45.81836(N)    103 48 44.19894(W)     ADJUSTED  
 CC0814* NAVD 88     -      1029.8    (meters)    3379.     (feet)  VERTCON   
 CC0814  ___________________________________________________________________
 CC0814  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 CC0814  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CC0814
 CC0814  HORZ ORDER  -  FIRST
 CC0814
 CC0814.The horizontal coordinates were established by classical geodetic methods
 CC0814.and adjusted by the National Geodetic Survey in February 1996..
 CC0814
 CC0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0814
 CC0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0814
 CC0814.The geoid height was determined by GEOID03.
 CC0814
 CC0814;                    North         East     Units Scale Factor Converg.
 CC0814;SPC TX C     - 3,167,338.280   368,287.976   MT  0.99988423   -1 47 30.7
 CC0814;SPC TX C     -10,391,509.01  1,208,291.47   sFT  0.99988423   -1 47 30.7
 CC0814;UTM  13      - 3,444,549.001   613,237.602   MT  0.99975816   +0 36 50.7
 CC0814
 CC0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0814!SPC TX C     -   0.99984196  x   0.99988423  =   0.99972620
 CC0814!UTM  13      -   0.99984196  x   0.99975816  =   0.99960015
 CC0814
 CC0814:                Primary Azimuth Mark                     Grid Az
 CC0814:SPC TX C     -  TOYAH AZ MK                              041 03 38.1
 CC0814:UTM  13      -  TOYAH AZ MK                              038 39 16.7
 CC0814
 CC0814|---------------------------------------------------------------------|
 CC0814| PID    Reference Object                     Distance      Geod. Az  |
 CC0814|                                                           dddmmss.s |
 CC0814| CH9799 TOYAH AZ MK                                        0391607.4 |
 CC0814| CH9801 TOYAH RM ENE                         21.423 METERS 07807     |
 CC0814| CH9800 TOYAH RM S                           15.163 METERS 17045     |
 CC0814| BQ0402 DAVIS                               APPROX.34.2 KM 2243449.5 |
 CC0814| CD0930 FLAT TOP                            APPROX.24.5 KM 2814653.2 |
 CC0814|---------------------------------------------------------------------|
 CC0814
 CC0814                          SUPERSEDED SURVEY CONTROL
 CC0814
 CC0814  NAD 83(1986)-  31 07 45.81815(N)    103 48 44.19570(W) AD(       ) 1
 CC0814  NAD 27      -  31 07 45.31900(N)    103 48 42.53600(W) AD(       ) 1
 CC0814  NGVD 29 (07/19/86) 1029.5    (m)         3378.     (f) VERT ANG       
 CC0814
 CC0814.Superseded values are not recommended for survey control.
 CC0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0814.See file dsdata.txt to determine how the superseded data were derived.
 CC0814
 CC0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ1323844549(NAD 83)
 CC0814_MARKER: Z = SEE DESCRIPTION
 CC0814_SETTING: 0 = UNSPECIFIED SETTING
 CC0814
 CC0814  HISTORY     - Date     Condition        Report By
 CC0814  HISTORY     - 1909     MONUMENTED       CGS
 CC0814  HISTORY     - 1931     GOOD             CGS
 CC0814  HISTORY     - 1937     GOOD             CGS
 CC0814  HISTORY     - 1946     GOOD             LOCENG
 CC0814  HISTORY     - 1958     GOOD             CGS
 CC0814  HISTORY     - 1970     GOOD             USGS
 CC0814
 CC0814                          STATION DESCRIPTION
 CC0814
 CC0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CC0814'FOURTEEN AND THREE-FOURTHS MILES BY ROAD, OR 13 MILES DIRECT,
 CC0814'S 7 DEG FROM TOYAH, A TOWN ON THE TEXAS AND PACIFIC RAILWAY
 CC0814'AND 3/4 MILE E OF THE TOYAH-TOYAHVALE ROAD.  IT IS ON THE
 CC0814'HIGHEST AND MOST SOUTHWESTERLY HILL IN THE VICINITY AND 8
 CC0814'FEET S OF A CONICAL PILE OF ROCKS ON THIS HILL.
 CC0814'
 CC0814'SURFACE MARK IS CAP STATION MARK SCREWED TO TOP OF 3-INCH
 CC0814'IRON PIPE 30 INCHES LONG WHICH IS SET IN THE GROUND WITH EARTH
 CC0814'AND ROCK WELL TAMPED AROUND IT.
 CC0814'
 CC0814'UNDERGROUND MARK IS A STANDARD DISK IN A DRILL HOLE IN A BOULDER
 CC0814'3 FEET BELOW THE GROUND.
 CC0814'
 CC0814'REFERENCE MARK IS 3/4-INCH IRON ROD 18 INCHES LONG SET IN A
 CC0814'CONCRETE CYLINDER 12 INCHES IN DIAMETER AND 20 INCHES LONG.  IT
 CC0814'IS 15.15 METERS (49.70 FEET) FROM THE STATION.
 CC0814'IN 1931 STATION WAS RECOVERED AS DESCRIBED.
 CC0814
 CC0814                          STATION RECOVERY (1937)
 CC0814
 CC0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CC0814'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 CC0814'CONDITION.  FOLLOWING IS NEW DESCRIPTION--
 CC0814'
 CC0814'STATION IS ABOUT 13 MILES S 7 DEG W OF TOYAH RAILROAD STATION,
 CC0814'AND 3/4 MILE E OF THE OLD TOYAH-TOYAHVALE ROAD.  IT IS ON
 CC0814'THE HIGHEST AND MOST SOUTHWESTERLY HILL OF A GROUP OF LOW
 CC0814'HILLS.
 CC0814'
 CC0814'SURFACE MARK IS A CAP STATION MARK SCREWED TO TOP OF 3-INCH
 CC0814'IRON PIPE AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  STAMPED
 CC0814'TOYAH 1909.
 CC0814'
 CC0814'UNDERGROUND MARK IS A STANDARD STATION MARK DISK IN BOULDER.
 CC0814'
 CC0814'THE OLD REFERENCE MARK 1909 IS A 3/4-INCH IRON PIPE DRIVEN
 CC0814'IN GROUND AND PROJECTS 3 INCHES, S OF STATION.
 CC0814'
 CC0814'A NEW STATION DISK REFERENCE MARK WAS SET IN A DRILL HOLE IN
 CC0814'A BOULDER ABOUT 2 FEET IN DIAMETER AND 2 FEET IN GROUND AND
 CC0814'PROJECTS 4 INCHES, E OF STATION.  STAMPED TOYAH 1909 1937.
 CC0814'
 CC0814'A STANDARD DISK AZIMUTH MARK WAS SET IN A DRILL HOLE IN A BOULDER
 CC0814'2-1/2 FEET IN GROUND, FLUSH WITH THE SURFACE OF THE FIRST HILL
 CC0814'NE ABOUT 0.2 MILE AND ABOUT THE SAME ELEVATION AS STATION.
 CC0814'STAMPED TOYAH 1909 1937.
 CC0814'
 CC0814'STATION IS REACHED FROM TOYAH BY GOING S ON THE TOYAHVALE
 CC0814'AND BALMORHEA ROAD, CROSSING BRIDGE, FOR 0.35 MILE TO A SIDE
 CC0814'ROAD W.  THENCE TURN RIGHT AND GO 0.05 MILE TO A FORK.  THENCE
 CC0814'TAKE RIGHT FORK AND FOLLOW GRADED DIRT ROAD W AND SSW (OLD
 CC0814'TOYAHVALE ROAD) FOR 10.4 MILES TO A CATTLE GUARD ABOUT 1/4 MILE
 CC0814'E OF A WINDMILL.  CONTINUE S ON GRADED ROAD FOR 2.4 MILES TO
 CC0814'A POINT JUST AFTER CROSSING A WASH.  THENCE LEAVE ROAD, TURN
 CC0814'LEFT AND GO EASTERLY ACROSS COUNTRY THRU BRUSH FOR ABOUT 3/4
 CC0814'MILE TO BASE OF HILL AND END OF TRUCK TRAVEL.  ABOUT 10
 CC0814'MINUTES PACK UP HILL TO E OF STATION.
 CC0814
 CC0814                          STATION RECOVERY (1946)
 CC0814
 CC0814'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (HM)
 CC0814'RECOVERED BY GENERAL GEOPHYSICAL CO.
 CC0814'
 CC0814'DESCRIPTION IS ADEQUATE.
 CC0814
 CC0814                          STATION RECOVERY (1958)
 CC0814
 CC0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (AMS)
 CC0814'STATION AND REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CC0814'WERE RECOVERED AS DESCRIBED.
 CC0814'
 CC0814'THE STATION IS LOCATED ON THE HIGHEST POINT OF MOST SOUTHWESTERN
 CC0814'HILL OF A SMALL GROUP OF HILLS.
 CC0814
 CC0814                          STATION RECOVERY (1970)
 CC0814
 CC0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JTP)
 CC0814'NEW ROUTE DESCRIPTION--
 CC0814'
 CC0814'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 80 AND FARM
 CC0814'ROAD 2903 IN TOYAH, TEXAS, GO SOUTH ON FARM ROAD 2903 FOR 0.35
 CC0814'MILE TO A SIDE ROAD WEST.  TAKE SIDE ROAD WEST FOR 0.1 MILE TO
 CC0814'ROAD FORK, TAKE RIGHT FORK FOR 1.25 MILES TO WHERE ROAD TURNS
 CC0814'SOUTH, CONTINUE ON AND STAY ON MAIN GRADED ROAD THAT GOES SOUTH
 CC0814'FOR 10.2 MILES TO CROSS ROADS.  CONTINUE ON SOUTH FOR 2.3 MILES
 CC0814'TO A DIM TRAIL EAST.  TAKE DIM TRAIL EAST FOR 0.3 MILE TO A
 CC0814'DIM TRAIL FORK JUST PAST DRAIN.  TAKE LEFT FORK AND FOLLOW DIM
 CC0814'TRAIL EAST AND NE FOR 0.75 MILE TO HIGHEST POINT OF HILL AND
 CC0814'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9916 ***********************************************************************
 AF9916  DESIGNATION -  TP 1
 AF9916  PID         -  AF9916
 AF9916  STATE/COUNTY-  TX/HUDSPETH
 AF9916  USGS QUAD   -  TEPEE BUTTE SW (1978)
 AF9916
 AF9916                         *CURRENT SURVEY CONTROL
 AF9916  ___________________________________________________________________
 AF9916* NAD 83(1993)-  31 37 15.63311(N)    105 43 49.51065(W)     ADJUSTED  
 AF9916* NAVD 88     -      1591.     (meters)    5220.     (feet)  SCALED    
 AF9916  ___________________________________________________________________
 AF9916  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AF9916  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AF9916
 AF9916  HORZ ORDER  -  THIRD
 AF9916
 AF9916.The horizontal coordinates were established by classical geodetic methods
 AF9916.and adjusted by the National Geodetic Survey in July 1998..
 AF9916
 AF9916.The orthometric height was scaled from a topographic map.
 AF9916
 AF9916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9916
 AF9916.The geoid height was determined by GEOID03.
 AF9916
 AF9916;                    North         East     Units Scale Factor Converg.
 AF9916;SPC TX C     - 3,229,073.033   188,157.339   MT  0.99994006   -2 46 47.3
 AF9916;SPC TX C     -10,594,050.44    617,312.87   sFT  0.99994006   -2 46 47.3
 AF9916;UTM  13      - 3,498,660.197   430,724.836   MT  0.99965919   -0 22 58.7
 AF9916
 AF9916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9916!SPC TX C     -   0.99975390  x   0.99994006  =   0.99969397
 AF9916!UTM  13      -   0.99975390  x   0.99965919  =   0.99941317
 AF9916
 AF9916                          SUPERSEDED SURVEY CONTROL
 AF9916
 AF9916.No superseded survey control is available for this station.
 AF9916
 AF9916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ3072598660(NAD 83)
 AF9916_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF9916
 AF9916  HISTORY     - Date     Condition        Report By
 AF9916  HISTORY     - 1940     MONUMENTED       USGS
 AF9916
 AF9916                          STATION DESCRIPTION
 AF9916
 AF9916'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 AF9916'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9917 ***********************************************************************
 AF9917  DESIGNATION -  TP 2
 AF9917  PID         -  AF9917
 AF9917  STATE/COUNTY-  TX/HUDSPETH
 AF9917  USGS QUAD   -  WHITEROCK HILLS (1977)
 AF9917
 AF9917                         *CURRENT SURVEY CONTROL
 AF9917  ___________________________________________________________________
 AF9917* NAD 83(1993)-  31 30 09.80711(N)    105 45 45.34855(W)     ADJUSTED  
 AF9917* NAVD 88     -      1502.     (meters)    4928.     (feet)  SCALED    
 AF9917  ___________________________________________________________________
 AF9917  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 AF9917  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AF9917
 AF9917  HORZ ORDER  -  THIRD
 AF9917
 AF9917.The horizontal coordinates were established by classical geodetic methods
 AF9917.and adjusted by the National Geodetic Survey in July 1998..
 AF9917
 AF9917.The orthometric height was scaled from a topographic map.
 AF9917
 AF9917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9917
 AF9917.The geoid height was determined by GEOID03.
 AF9917
 AF9917;                    North         East     Units Scale Factor Converg.
 AF9917;SPC TX C     - 3,216,122.724   184,468.360   MT  0.99991990   -2 47 47.0
 AF9917;SPC TX C     -10,551,562.64    605,209.94   sFT  0.99991990   -2 47 47.0
 AF9917;UTM  13      - 3,485,570.420   427,581.633   MT  0.99966468   -0 23 54.6
 AF9917
 AF9917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9917!SPC TX C     -   0.99976793  x   0.99991990  =   0.99968785
 AF9917!UTM  13      -   0.99976793  x   0.99966468  =   0.99943269
 AF9917
 AF9917                          SUPERSEDED SURVEY CONTROL
 AF9917
 AF9917.No superseded survey control is available for this station.
 AF9917
 AF9917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ2758285570(NAD 83)
 AF9917_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF9917
 AF9917  HISTORY     - Date     Condition        Report By
 AF9917  HISTORY     - 1940     MONUMENTED       USGS
 AF9917
 AF9917                          STATION DESCRIPTION
 AF9917
 AF9917'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 AF9917'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0526 ***********************************************************************
 CE0526  DESIGNATION -  TP 3
 CE0526  PID         -  CE0526
 CE0526  STATE/COUNTY-  TX/EL PASO
 CE0526  USGS QUAD   -  FORT BLISS SE (1994)
 CE0526
 CE0526                         *CURRENT SURVEY CONTROL
 CE0526  ___________________________________________________________________
 CE0526* NAD 83(1993)-  31 45 33.10995(N)    106 20 20.15683(W)     ADJUSTED  
 CE0526* NAVD 88     -      1216.0    (meters)    3989.     (feet)  VERTCON   
 CE0526  ___________________________________________________________________
 CE0526  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CE0526  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CE0526
 CE0526  HORZ ORDER  -  FIRST
 CE0526
 CE0526.The horizontal coordinates were established by classical geodetic methods
 CE0526.and adjusted by the National Geodetic Survey in February 1996..
 CE0526
 CE0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0526
 CE0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0526
 CE0526.The geoid height was determined by GEOID03.
 CE0526
 CE0526;                    North         East     Units Scale Factor Converg.
 CE0526;SPC TX C     - 3,247,330.076   131,327.910   MT  0.99996901   -3 05 35.7
 CE0526;SPC TX C     -10,653,948.76    430,864.98   sFT  0.99996901   -3 05 35.7
 CE0526;UTM  13      - 3,514,524.970   373,196.074   MT  0.99979831   -0 42 17.4
 CE0526
 CE0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0526!SPC TX C     -   0.99981290  x   0.99996901  =   0.99978192
 CE0526!UTM  13      -   0.99981290  x   0.99979831  =   0.99961125
 CE0526
 CE0526|---------------------------------------------------------------------|
 CE0526| PID    Reference Object                     Distance      Geod. Az  |
 CE0526|                                                           dddmmss.s |
 CE0526| CC8337 TP 3 RM 1                            11.820 METERS 00540     |
 CE0526| CE0468 EL PASO FORT WORTH AWY BCN 1        APPROX.18.5 KM 0680333.2 |
 CE0526| CD1088 EL PASO FORT WORTH AWY BCN 2        APPROX.33.7 KM 0773958.3 |
 CE0526| CC8338 TP 3 RM 2                             8.650 METERS 25137     |
 CE0526| CC8336 TP 3 AZ MK                                         2574253.8 |
 CE0526| CE0515 JUAREZ WATER TANK                   APPROX.14.3 KM 2605139.2 |
 CE0526| CE0512 EL PASO SHORT STEEL WATER TANK      APPROX.13.5 KM 2643915.8 |
 CE0526| CE0550 EL PASO HILTON HOTEL CUPOLA         APPROX.14.2 KM 2695107.1 |
 CE0526| CE0583 EL PASO BASSET TOWER EAST           APPROX.14.0 KM 2701457.2 |
 CE0526| CE0582 EL PASO BASSET TOWER WEST           APPROX.14.0 KM 2701558.5 |
 CE0526| CE0556 EL PASO KTSM RADIO MAST             APPROX. 6.7 KM 2713439.2 |
 CE0526| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 4.8 KM 2750457.9 |
 CE0526| CE0578 EL PASO FORT BLISS OLD SECTION TANK APPROX.10.7 KM 3014712.9 |
 CE0526| CE0543 EL PASO MUN APT CONTROL TOWER       APPROX. 7.0 KM 3094509.6 |
 CE0526| CE0571 EL PASO FT BLISS STA HOSP STK       APPROX. 9.9 KM 3171225.3 |
 CE0526| CE0549 EL PASO BIGGS FIELD WATER TANK      APPROX. 9.0 KM 3305942.6 |
 CE0526| CE0528 TP 3 2                              277.868 METERS 34640     |
 CE0526| CE0529 TP 3 2 AZ MK                        APPROX. 1.0 KM 3560513.1 |
 CE0526|---------------------------------------------------------------------|
 CE0526
 CE0526                          SUPERSEDED SURVEY CONTROL
 CE0526
 CE0526  NAD 83(1993)-  31 45 33.11276(N)    106 20 20.15432(W) AD(       ) 1
 CE0526  NAD 83(1986)-  31 45 33.11405(N)    106 20 20.15426(W) AD(       ) 1
 CE0526  NAD 27      -  31 45 32.72100(N)    106 20 18.21500(W) AD(       ) 1
 CE0526  NGVD 29 (07/19/86) 1215.4    (m)         3988.     (f) VERT ANG       
 CE0526
 CE0526.Superseded values are not recommended for survey control.
 CE0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0526.See file dsdata.txt to determine how the superseded data were derived.
 CE0526
 CE0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7319614525(NAD 83)
 CE0526_MARKER: DD = SURVEY DISK
 CE0526_SETTING: 0 = UNSPECIFIED SETTING
 CE0526
 CE0526  HISTORY     - Date     Condition        Report By
 CE0526  HISTORY     - 1934     MONUMENTED       CGS
 CE0526  HISTORY     - 1936     GOOD             CGS
 CE0526  HISTORY     - 1943     GOOD             CGS
 CE0526  HISTORY     - 1954     GOOD             AMS
 CE0526  HISTORY     - 1964     GOOD             CGS
 CE0526  HISTORY     - 1971     GOOD             NGS
 CE0526
 CE0526                          STATION DESCRIPTION
 CE0526
 CE0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CE0526'STATION IS LOCATED ABOUT 10 MILES E OF EL PASO AND 5 MILES NNW OF
 CE0526'YSLETA.  IT IS ON A LONG NARROW POINT THAT EXTENDS S ABOUT 100
 CE0526'YARDS FROM THE S SIDE OF THE MAIN PART OF THE MESA.  IT IS THE
 CE0526'MOST S POINT IN THE VICINITY.  AND BLUFFS TO THE E, S, AND W.
 CE0526'
 CE0526'THE STATION MARK PROJECTS 6 INCHES AND IS 26 FEET W OF THE E
 CE0526'EDGE OF THE MESA, 32 FEET N OF THE S POINT, AND 36 FEET E OF
 CE0526'THE W EDGE OF THE MESA.
 CE0526'
 CE0526'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 CE0526'IN CONCRETE.
 CE0526'
 CE0526'REFERENCE MARK 1 IS N OF THE STATION.  IT PROJECTS 6 INCHES
 CE0526'AND IS 15 FEET E OF THE W EDGE OF THE MESA, AND 9 FEET W OF THE
 CE0526'E EDGE OF THE MESA.
 CE0526'
 CE0526'REFERENCE MARK 2 IS WSW OF THE STATION.  IT PROJECTS 6 INCHES
 CE0526'AND IS 4 FEET E OF THE W EDGE OF THE MESA.
 CE0526'
 CE0526'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS WSW OF THE STATION.
 CE0526'IT IS 34 YARDS E OF A CROSSROADS, 6 YARDS N OF THE CENTER OF AN
 CE0526'E-AND-W ROAD, AND 14 YARDS W OF THE FIRST TELEPHONE E OF THE
 CE0526'CROSSROADS.
 CE0526'
 CE0526'TO REACH THE STATION FROM THE INTERSECTION OF N PIEDRAS STREET
 CE0526'(U.S. HIGHWAY 70) AND ALAMEDA STREET (U.S. HIGHWAY 80) IN EL
 CE0526'PASO, GO E ON U.S. HIGHWAY 80 3.3 MILES TO A FORKS.  TAKE THE
 CE0526'LEFT FORK, CROSS RAILROAD TRACKS AND GO 3.2 MILES ON MACADAM
 CE0526'ROAD TO EAST DRIVE, A DIRT ROAD TO THE LEFT.  TURN LEFT ON EAST
 CE0526'DRIVE AND GO N AND E 0.6 MILE TO A FORKS AT THE TOP OF A SMALL
 CE0526'SAND HILL.  TAKE RIGHT FORK AND GO 0.6 MILE.  TAKE LEFT FORK
 CE0526'AND GO 0.05 MILE.  TAKE LEFT FORK AND GO 0.15 MILE.  TAKE LEFT
 CE0526'FORK AND GO 0.5 MILE TO A CROSSROADS.  KEEP STRAIGHT AHEAD AT
 CE0526'CROSSROADS AND CONTINUE 0.25 MILE TO ANOTHER CROSSROADS.
 CE0526'(AZIMUTH MARK IS E OF THIS CROSSROADS.) CONTINUE STRAIGHT AHEAD
 CE0526'AND GO 0.4 MILE.  TAKE RIGHT FORK AND GO 0.15 MILE.  TAKE
 CE0526'RIGHT FORK AND GO 0.1 MILE TO N END OF LONG NARROW POINT AND
 CE0526'STATION.
 CE0526'
 CE0526'A 15-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CE0526'
 CE0526'ALL SUPPLIES IN EL PASO.
 CE0526
 CE0526                          STATION RECOVERY (1936)
 CE0526
 CE0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0526'RECOVERED.
 CE0526
 CE0526                          STATION RECOVERY (1943)
 CE0526
 CE0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0526'ALL MARKS FOUND IN GOOD CONDITION.  STATION IS LOCATED ABOUT 10
 CE0526'MILES AIRLINE E OF THE CENTER OF EL PASO AND ABOUT 5 MILES NNW OF
 CE0526'YSLETA.  IT IS ON A LONG NARROW POINT THAT EXTENDS ABOUT 100
 CE0526'YARDS S FROM THE S SIDE OF THE MESA.
 CE0526'
 CE0526'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A CONCRETE
 CE0526'POST WHICH PROJECTS ABOUT 6 INCHES ABOVE GROUND.  IT IS STAMPED
 CE0526'T.P. 3 1934.
 CE0526'
 CE0526'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 CE0526'A CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE GROUND.  IT
 CE0526'IS STAMPED T.P. 3 NO 1 1934.
 CE0526'
 CE0526'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 CE0526'A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE GROUND.  IT
 CE0526'IS STAMPED T.P. 3 NO 2 1934.
 CE0526'
 CE0526'THE AZIMUTH MARK IS ABOUT 0.5 MILE WSW OF THE STATION, ABOUT
 CE0526'35 YARDS E OF CROSSROADS, ABOUT 15 YARDS W OF A TELEPHONE POLE,
 CE0526'ABOUT 6 YARDS N OF E-W ROAD, AND 2 FEET W OF A 4- BY 4-INCH
 CE0526'WHITE POST.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CE0526'CONCRETE POST, WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT
 CE0526'IS STAMPED AZIMUTH T.P. 3 1934.
 CE0526'
 CE0526'TO REACH FROM THE INTERSECTION OF NORTH PIEDRAS STREET AND
 CE0526'ALAMEDA AVENUE IN EL PASO GO E ON U.S. HIGHWAY 80 FOR 3.5 MILES
 CE0526'TO FORKS WHERE HIGHWAY CURVES TO THE RIGHT.  TAKE LEFT FORK 0.1
 CE0526'MILE TO FORKS JUST AFTER CROSSING RAILROAD.  TAKE RIGHT FORK
 CE0526'0.8 MILE TO ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 1.7 MILES TO
 CE0526'A DIRT ROAD LEFT, ALONG THE E WALL OF THE SAN ANTONIO CATHOLIC
 CE0526'MISSION.  TURN LEFT ON DIRT ROAD 0.1 MILE TO WOOD GATE.  PASS
 CE0526'THROUGH GATE AND CONTINUE ON MAIN TRAVELED ROAD 1.0 MILE TO
 CE0526'ANOTHER WOODEN GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.5 MILES
 CE0526'TO CROSSROADS.  KEEP STRAIGHT AHEAD 0.5 MILE TO DIM
 CE0526'CROSSROADS AT EXTREME TOP OF MESA.  CONTINUE STRAIGHT AHEAD,
 CE0526'BEARING SLIGHTLY TO THE RIGHT, 0.05 MILE TO FORKS.  CONTINUE ON
 CE0526'MAIN TRACK ROAD 0.15 MILE TO FORKS.  TAKE RIGHT FORK 0.05
 CE0526'MILE.  FROM THIS POINT THE STATION IS ABOUT 50 YARDS S ON THE S
 CE0526'END OF A NARROW POINT FROM THE MAIN MESA.
 CE0526'
 CE0526'A 10-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CE0526
 CE0526                          STATION RECOVERY (1954)
 CE0526
 CE0526'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0526'THE MARK, A STANDARD DISK, STAMPED TP-3 1934 AND SET IN THE TOP
 CE0526'OF A CONCRETE POST, WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CE0526'
 CE0526'TO REACH FROM THE INTERSECTION OF HIGHWAY 180 AND LOOP 16, PROCEED
 CE0526'S-SW VIA LOOP 16 FOR 0.15 MI. TO THE INTERSECTION WITH TROWBRIDGE
 CE0526'STREET.  AT THIS POINT, TURN LEFT (SE) VIA TROWBRIDGE STREET
 CE0526'FOR 2.05 MI. TO THE JUNCTION WITH NORTH LOOP ROAD.  TROWBRIDGE
 CE0526'STREET ENDS HERE.  AT THIS POINT, FOLLOW NORTH LOOP ROAD LEFT
 CE0526'(E-SE) FOR 2.0 MI. TO THE INTERSECTION WITH HUNTER ROAD.  HERE
 CE0526'TURN LEFT (N-NE) VIA HUNTER ROAD FOR 0.55 MI. TO THE JUNCTION
 CE0526'WITH PHOENIX DRIVE (STREET).  AT THIS POINT, TURN RIGHT (E)
 CE0526'VIA PHOENIX STREET (DRIVE) FOR 0.7 MI. TO THE JUNCTION WITH
 CE0526'A ROAD NE.  TAKE THE ROAD NE FOR 1.1 MI. TO A GRAVEL PIT AT
 CE0526'THE EDGE OF A BLUFF.  ROAD ENDS HERE.  GO ACROSS COUNTRY
 CE0526'FOR 0.3 MI. SE TO THE MOST S POINT OF THE BLUFF AND THE STATION
 CE0526'SITE.
 CE0526'
 CE0526'IT IS 22.7 FT. W OF THE EDGE OF THE BLUFF, 27.3 FT. N OF THE
 CE0526'EDGE OF THE BLUFF, 28.8 FT. E OF THE EDGE OF THE BLUFF, AND
 CE0526'33.0 FT. NW OF THE POINT OF THE BLUFF.
 CE0526
 CE0526                          STATION RECOVERY (1964)
 CE0526
 CE0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 CE0526'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CE0526'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO
 CE0526'BE DESTROYED.  THE CONCRETE POST HAD BEEN HIT BY ROAD MACHINERY,
 CE0526'AND WAS FOUND LAYING ON TOP OF THE GROUND SOME DISTANCE FROM ITS
 CE0526'ORIGINAL POSITION.  THE DISK WAS SALVAGED FROM THE CONCRETE
 CE0526'POST.
 CE0526'
 CE0526'THE ADDITIONAL NOTES AND TO REACH THE STATION WAS MADE FOR FUTURE
 CE0526'RECOVERY AS FOLLOWS--THE STATION IS ABOUT 10 MILES EAST OF THE
 CE0526'CENTRAL PART OF EL PASO, ABOUT 1 MILE NORTH OF INTERSTATE HIGHWAY
 CE0526'10, AND ABOUT 1/2 MILE EAST OF TWO CHURCHS WHICH ARE LOCATED AT
 CE0526'SUMAC DRIVE AND BASSWOOD AVENUE.  THE STATION IS ON THE MOST
 CE0526'SOUTHERN POINT OF A NARROW RIDGE WHICH EXTENDS SOUTH FROM THE
 CE0526'MAIN PART OF THE MESA.
 CE0526'
 CE0526'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 CE0526'TROWBRIDGE DRIVE IN THE EASTERN PART OF EL PASO, GO EASTERLY ON
 CE0526'INTERSTATE HIGHWAY 10 FOR 4.7 MILES TO SUMAC DRIVE.  TURN LEFT,
 CE0526'NORTH, AND FOLLOW SUMAC DRIVE FOR 0.3 MILE TO A SANDY ROAD ON
 CE0526'THE RIGHT, WHICH IS ABOUT 100 YARDS SOUTH OF THE TWO CHURCHES.
 CE0526'(FROM THIS POINT A 4-WHEEL DRIVE VEHICLE IS NEEDED TO REACH THE
 CE0526'STATION.) TURN RIGHT, AND FOLLOW A SAND ROAD, ALONG A POWER
 CE0526'LINE TO SUMMIT OF ROAD, THENCE BEAR LEFT ACROSS COUNTRY TO BASE
 CE0526'OF HILL.  THENCE PACK NORTH ABOUT 150 YARDS TO TOP OF MESA
 CE0526'AND THE STATION.  THE STATION AND REFERENCE MARKS ARE ON
 CE0526'THE FLAT PLOT OF GROUND WHICH IS ABOUT 60 FEET IN DIAMETER THAT
 CE0526'IS CONNECTED BY A NARROW RIDGE EXTENDING SOUTH FROM THE MAIN
 CE0526'PART OF MESA.
 CE0526
 CE0526                          STATION RECOVERY (1971)
 CE0526
 CE0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CE0526'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 CE0526'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED,
 CE0526'IT HAD BEEN PREVIOUSLY REPORTED DESTROYED AND THE DISK REMOVED
 CE0526'AT THAT TIME.  THE REFERENCE MARKS WERE CHECKED WITH THE
 CE0526'SMOKESTACK INTERSECTION STATION LISTED IN THE 1943 RECOVERY NOTE.
 CE0526'
 CE0526'DUE TO PLANNED CONSTRUCTION OF APARTMENT BUILDINGS, IT WAS
 CE0526'NECESSARY TO ESTABLISH A NEW STATION.  THE ORIGINAL MARKS WERE
 CE0526'LEFT INTACT AND WILL BE REMOVED BY THE PROPERTY OWNER AT THE
 CE0526'TIME OF CONSTRUCTION.
 CE0526'
 CE0526'THE DISTANCE FROM STATION TP 3 1934 TO TP 3 2 1971 WAS MEASURED
 CE0526'WITH A GEODIMETER BY A SURVEY CREW FROM THE WHITE SANDS MISSILE
 CE0526'RANGE AND WILL BE FORWARDED TO OUR OFFICES BY THEM.
 CE0526'
 CE0526'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST EDGE OF
 CE0526'EL PASO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0528 ***********************************************************************
 CE0528  DESIGNATION -  TP 3 2
 CE0528  PID         -  CE0528
 CE0528  STATE/COUNTY-  TX/EL PASO
 CE0528  USGS QUAD   -  FORT BLISS SE (1994)
 CE0528
 CE0528                         *CURRENT SURVEY CONTROL
 CE0528  ___________________________________________________________________
 CE0528* NAD 83(1993)-  31 45 41.88798(N)    106 20 22.59312(W)     ADJUSTED  
 CE0528* NAVD 88     -      1212.3    (meters)    3977.     (feet)  VERTCON   
 CE0528  ___________________________________________________________________
 CE0528  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CE0528  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CE0528
 CE0528  HORZ ORDER  -  SECOND
 CE0528
 CE0528.The horizontal coordinates were established by classical geodetic methods
 CE0528.and adjusted by the National Geodetic Survey in February 1996..
 CE0528.No horizontal observational check was made to the station.
 CE0528
 CE0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0528
 CE0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0528
 CE0528.The geoid height was determined by GEOID03.
 CE0528
 CE0528;                    North         East     Units Scale Factor Converg.
 CE0528;SPC TX C     - 3,247,603.503   131,278.482   MT  0.99996957   -3 05 36.9
 CE0528;SPC TX C     -10,654,845.83    430,702.82   sFT  0.99996957   -3 05 36.9
 CE0528;UTM  13      - 3,514,796.053   373,135.304   MT  0.99979850   -0 42 18.9
 CE0528
 CE0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0528!SPC TX C     -   0.99981348  x   0.99996957  =   0.99978306
 CE0528!UTM  13      -   0.99981348  x   0.99979850  =   0.99961202
 CE0528
 CE0528:                Primary Azimuth Mark                     Grid Az
 CE0528:SPC TX C     -  SITE MONITER WATER TANK                  037 56 20.0
 CE0528:UTM  13      -  SITE MONITER WATER TANK                  035 33 02.0
 CE0528
 CE0528|---------------------------------------------------------------------|
 CE0528| PID    Reference Object                     Distance      Geod. Az  |
 CE0528|                                                           dddmmss.s |
 CE0528| CE0527 SITE MONITER WATER TANK             APPROX. 6.6 KM 0345043.1 |
 CE0528| CE0526 TP 3                                277.868 METERS 16640     |
 CE0528| CC7531 TP 3 2 RM 4                          14.125 METERS 17758     |
 CE0528| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 4.7 KM 2715103.8 |
 CE0528| CE0541 EL PASO EASTWOOD MUN TANK           APPROX. 2.3 KM 2962458.3 |
 CE0528| CC7530 TP 3 2 RM 3                          13.505 METERS 35806     |
 CE0528| CE0529 TP 3 2 AZ MK                        APPROX. 0.8 KM 3592912.3 |
 CE0528|---------------------------------------------------------------------|
 CE0528
 CE0528                          SUPERSEDED SURVEY CONTROL
 CE0528
 CE0528  NAD 83(1993)-  31 45 41.89075(N)    106 20 22.59067(W) AD(       ) 2
 CE0528  NAD 83(1986)-  31 45 41.89206(N)    106 20 22.59059(W) AD(       ) 2
 CE0528  NAD 27      -  31 45 41.49921(N)    106 20 20.65125(W) AD(       ) 2
 CE0528  NGVD 29 (07/19/86) 1211.7    (m)         3975.     (f) VERT ANG       
 CE0528
 CE0528.Superseded values are not recommended for survey control.
 CE0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0528.See file dsdata.txt to determine how the superseded data were derived.
 CE0528
 CE0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7313514796(NAD 83)
 CE0528_MARKER: DS = TRIANGULATION STATION DISK
 CE0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CE0528
 CE0528  HISTORY     - Date     Condition        Report By
 CE0528  HISTORY     - 1971     MONUMENTED       NGS
 CE0528  HISTORY     - 1972     GOOD             NGS
 CE0528
 CE0528                          STATION DESCRIPTION
 CE0528
 CE0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CE0528'THE STATION IS LOCATED IN A RESIDENTIAL AREA AT THE EAST EDGE
 CE0528'OF EL PASO, BETWEEN INTERSTATE HIGHWAY 10 AND U.S. HIGHWAYS
 CE0528'62 AND 180, IN THE MEDIAN OF YARBROUGH DRIVE ON A SMALL RISE
 CE0528'AT A POINT WHERE THE HILL BREAKS OFF TO THE SOUTH.
 CE0528'
 CE0528'THE STATION MARK IS A STANDARD DISK STAMPED TP 3 2 1971, SET
 CE0528'IN A ROUND CONCRETE MONUMENT ABOUT 3-INCHES BELOW GROUND
 CE0528'SURFACE.  IT IS 308 FEET NORTH OF THE SOUTH END OF THE MEDIAN
 CE0528'ISLAND, 194 FEET SOUTH OF THE NORTH END OF THE ISLAND, 65
 CE0528'FEET NORTH-NORTHEAST OF THE CENTER OF A MANHOLE IN THE SOUTH
 CE0528'BOUND LANE OF YARBROUGH DRIVE, 12 FEET EAST OF THE WEST CURB
 CE0528'OF THE ISLAND, AND 12 WEST OF THE EAST CURB OF THE ISLAND.
 CE0528'
 CE0528'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED TP 3 2 NO 3 1971,
 CE0528'SET IN A ROUND CONCRETE MONUMENT ABOUT 2-INCHES BELOW GROUND
 CE0528'SURFACE.  IT IS 150 FEET SOUTH OF THE NORTH END OF THE MEDIAN
 CE0528'ISLAND, 458 FEET SOUTH OF A CITY MONUMENT PLATE SET IN THE
 CE0528'CENTER OF A PAVED CROSSOVER, 11 FEET EAST OF THE WEST CURB OF
 CE0528'THE ISLAND, AND 7 FEET WEST OF THE EAST CURB OF THE ISLAND.
 CE0528'
 CE0528'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED TP 3 2 NO 4
 CE0528'1971, SET IN A ROUND CONCRETE MONUMENT ABOUT 2-INCHES BELOW
 CE0528'GROUND SURFACE.  IT IS 262 FEET NORTH OF THE SOUTH END OF THE
 CE0528'MEDIAN ISLAND, 27 FEET NORTHEAST OF THE CENTER OF A MANHOLE
 CE0528'COVER IN THE SOUTH BOUND LANE, 13 FEET EAST OF THE WEST CURB
 CE0528'OF THE ISLAND, AND 11 FEET WEST OF THE EAST CURB OF THE ISLAND.
 CE0528'
 CE0528'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TP 3 2 1971, SET
 CE0528'IN A ROUND CONCRETE MONUMENT ABOUT 2-INCHES BELOW GROUND
 CE0528'SURFACE.  IT IS THE MEDIAN OF YARBROUGH DRIVE, 58 FEET SOUTH OF
 CE0528'THE EXTENDED CENTER OF CAUSEWAY STREET, 222 FEET NORTH OF THE
 CE0528'SOUTH END OF THE MEDIAN ISLAND, 71 FEET EAST OF THE NORTHEAST
 CE0528'CORNER OF HOUSE NO. 10532, 13 FEET EAST OF THE WEST CURB OF
 CE0528'THE ISLAND, AND 11 FEET WEST OF THE EAST CURB OF THE ISLAND.
 CE0528'
 CE0528'TO REACH THE STATION FROM THE INTERSECTION OF AIRPORT ROAD,
 CE0528'AND MONTANA AVENUE (U.S. HIGHWAYS 61 AND 180) WHICH IS JUST
 CE0528'SOUTH OF THE INTERNATIONAL AIRPORT, GO EAST ON MONTANA AVE FOR
 CE0528'2.8 MILES TO WEDGEWOOD DR. ON THE RIGHT, TURN RIGHT AND GO SOUTH
 CE0528'ON WEDGEWOOD DR. FOR 1.8 MILES TO MONTWOOD DR., TURN LEFT
 CE0528'AND FOLLOW MONTWOOD DRIVE EAST FOR 0.55 MILE TO YARBROUGH DR.,
 CE0528'TURN RIGHT AND GO SOUTH ON YARBROUGH DR. FOR 0.25 MILE TO
 CE0528'CAUSEWAY STREET AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE
 CE0528'SOUTH ON YARBROUGH DR. FOR 0.45 MILE TO THE STATION IN THE
 CE0528'MEDIAN AS DESCRIBED.
 CE0528
 CE0528                          STATION RECOVERY (1972)
 CE0528
 CE0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CE0528'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1971 DESCRIPTION
 CE0528'AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CE0528'
 CE0528'THE STATION MARK IS 60 FEET NORTH OF THE TANGENT OF THE CENTER-LINE
 CE0528'OF SOMBRA VERDE STREET, WHICH LEADS EASTERLY FROM YARBROUGH DR.,
 CE0528'AND 194 FEET SOUTH OF THE TANGENT OF THE SOUTH CURB OF VISTA
 CE0528'LOMAS STREET AND THE MARK IS ABOUT 6-INCHES BELOW THE SURFACE
 CE0528'OF THE GROUND.
 CE0528'
 CE0528'THE 1971 DESCRIPTION OF THE STATION AND THE TO REACH IS ADEQUATE
 CE0528'AND CORRECT.
 CE0528'
 CE0528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EL PASO 8-1/2
 CE0528'MILES EAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0529 ***********************************************************************
 CE0529  DESIGNATION -  TP 3 2 AZ MK
 CE0529  PID         -  CE0529
 CE0529  STATE/COUNTY-  TX/EL PASO
 CE0529  USGS QUAD   -  FORT BLISS SE (1994)
 CE0529
 CE0529                         *CURRENT SURVEY CONTROL
 CE0529  ___________________________________________________________________
 CE0529* NAD 83(1993)-  31 46 06.80146(N)    106 20 22.85435(W)     ADJUSTED  
 CE0529* NAVD 88     -      1211.1    (meters)    3973.     (feet)  VERTCON   
 CE0529  ___________________________________________________________________
 CE0529  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 CE0529  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CE0529
 CE0529  HORZ ORDER  -  THIRD
 CE0529
 CE0529.The horizontal coordinates were established by classical geodetic methods
 CE0529.and adjusted by the National Geodetic Survey in February 1996..
 CE0529.No horizontal observational check was made to the station.
 CE0529
 CE0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0529
 CE0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0529
 CE0529.The geoid height was determined by GEOID03.
 CE0529
 CE0529;                    North         East     Units Scale Factor Converg.
 CE0529;SPC TX C     - 3,248,370.087   131,313.029   MT  0.99997118   -3 05 37.0
 CE0529;SPC TX C     -10,657,360.86    430,816.16   sFT  0.99997118   -3 05 37.0
 CE0529;UTM  13      - 3,515,563.279   373,137.876   MT  0.99979849   -0 42 19.5
 CE0529
 CE0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0529!SPC TX C     -   0.99981367  x   0.99997118  =   0.99978485
 CE0529!UTM  13      -   0.99981367  x   0.99979849  =   0.99961219
 CE0529
 CE0529:                Primary Azimuth Mark                     Grid Az
 CE0529:SPC TX C     -  TP 3 2                                   182 34 49.2
 CE0529:UTM  13      -  TP 3 2                                   180 11 31.7
 CE0529
 CE0529|---------------------------------------------------------------------|
 CE0529| PID    Reference Object                     Distance      Geod. Az  |
 CE0529|                                                           dddmmss.s |
 CE0529| CE0528 TP 3 2                              APPROX. 0.8 KM 1792912.2 |
 CE0529|---------------------------------------------------------------------|
 CE0529
 CE0529                          SUPERSEDED SURVEY CONTROL
 CE0529
 CE0529  NAD 83(1993)-  31 46 06.80423(N)    106 20 22.85207(W) AD(       ) 3
 CE0529  NAD 83(1986)-  31 46 06.80554(N)    106 20 22.85193(W) AD(       ) 3
 CE0529  NAD 27      -  31 46 06.41346(N)    106 20 20.91269(W) AD(       ) 3
 CE0529  NGVD 29 (07/19/86) 1210.5    (m)         3971.     (f) VERT ANG       
 CE0529
 CE0529.Superseded values are not recommended for survey control.
 CE0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0529.See file dsdata.txt to determine how the superseded data were derived.
 CE0529
 CE0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7313815563(NAD 83)
 CE0529_MARKER: DZ = AZIMUTH MARK DISK
 CE0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0529+STABILITY: SURFACE MOTION
 CE0529
 CE0529  HISTORY     - Date     Condition        Report By
 CE0529  HISTORY     - 1971     MONUMENTED       NGS
 CE0529
 CE0529                          STATION DESCRIPTION
 CE0529
 CE0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CE0529'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TP 3 2 1971, SET
 CE0529'IN A ROUND CONCRETE MONUMENT ABOUT 2-INCHES BELOW GROUND
 CE0529'SURFACE.  IT IS THE MEDIAN OF YARBROUGH DRIVE, 58 FEET SOUTH OF
 CE0529'THE EXTENDED CENTER OF CAUSEWAY STREET, 222 FEET NORTH OF THE
 CE0529'SOUTH END OF THE MEDIAN ISLAND, 71 FEET EAST OF THE NORTHEAST
 CE0529'CORNER OF HOUSE NO. 10532, 13 FEET EAST OF THE WEST CURB OF
 CE0529'THE ISLAND, AND 11 FEET WEST OF THE EAST CURB OF THE ISLAND.
 CE0529'
 CE0529'TO REACH THE STATION FROM THE INTERSECTION OF AIRPORT ROAD,
 CE0529'AND MONTANA AVENUE (U.S. HIGHWAYS 61 AND 180) WHICH IS JUST
 CE0529'SOUTH OF THE INTERNATIONAL AIRPORT, GO EAST ON MONTANA AVE FOR
 CE0529'2.8 MILES TO WEDGEWOOD DR. ON THE RIGHT, TURN RIGHT AND GO SOUTH
 CE0529'ON WEDGEWOOD DR. FOR 1.8 MILES TO MONTWOOD DR., TURN LEFT
 CE0529'AND FOLLOW MONTWOOD DRIVE EAST FOR 0.55 MILE TO YARBROUGH DR.,
 CE0529'TURN RIGHT AND GO SOUTH ON YARBROUGH DR. FOR 0.25 MILE TO
 CE0529'CAUSEWAY STREET AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1822 ***********************************************************************
 AH1822  DESIGNATION -  TP 3 41D
 AH1822  PID         -  AH1822
 AH1822  STATE/COUNTY-  TX/WILSON
 AH1822  USGS QUAD   -  NIXON (1987)
 AH1822
 AH1822                         *CURRENT SURVEY CONTROL
 AH1822  ___________________________________________________________________
 AH1822* NAD 83(1993)-  29 19 07.15352(N)    097 52 25.39656(W)     ADJUSTED  
 AH1822* NAVD 88     -       156.3    (meters)     513.     (feet)  VERTCON   
 AH1822  ___________________________________________________________________
 AH1822  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AH1822  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AH1822
 AH1822  HORZ ORDER  -  THIRD
 AH1822
 AH1822.The horizontal coordinates were established by classical geodetic methods
 AH1822.and adjusted by the National Geodetic Survey in July 1998..
 AH1822
 AH1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1822
 AH1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1822
 AH1822.The geoid height was determined by GEOID03.
 AH1822
 AH1822;                    North         East     Units Scale Factor Converg.
 AH1822;SPC TXSC     - 4,165,139.429   709,388.443   MT  0.99986328   +0 33 06.4
 AH1822;SPC TXSC     -13,665,128.28  2,327,385.25   sFT  0.99986328   +0 33 06.4
 AH1822;UTM  14      - 3,243,816.951   609,365.022   MT  0.99974759   +0 33 05.6
 AH1822
 AH1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1822!SPC TXSC     -   0.99997954  x   0.99986328  =   0.99984282
 AH1822!UTM  14      -   0.99997954  x   0.99974759  =   0.99972713
 AH1822
 AH1822                          SUPERSEDED SURVEY CONTROL
 AH1822
 AH1822  NGVD 29 (07/28/98)  156.2    (m)          512.     (f) VERT ANG       
 AH1822
 AH1822.Superseded values are not recommended for survey control.
 AH1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1822.See file dsdata.txt to determine how the superseded data were derived.
 AH1822
 AH1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0936543817(NAD 83)
 AH1822_MARKER: I = METAL ROD
 AH1822_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1822
 AH1822  HISTORY     - Date     Condition        Report By
 AH1822  HISTORY     - 1960     MONUMENTED       USGS
 AH1822  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AH1822
 AH1822                          STATION DESCRIPTION
 AH1822
 AH1822'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1822'TURNING POINT, NEEDS NO DESCRIPTION.
 AH1822
 AH1822                          STATION RECOVERY (2003)
 AH1822
 AH1822'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AH1822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1823 ***********************************************************************
 AH1823  DESIGNATION -  TP 4 62D
 AH1823  PID         -  AH1823
 AH1823  STATE/COUNTY-  TX/KARNES
 AH1823  USGS QUAD   -  COY CITY (1961)
 AH1823
 AH1823                         *CURRENT SURVEY CONTROL
 AH1823  ___________________________________________________________________
 AH1823* NAD 83(1993)-  28 49 06.79636(N)    098 00 29.56355(W)     ADJUSTED  
 AH1823* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 AH1823  ___________________________________________________________________
 AH1823  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AH1823  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AH1823
 AH1823  HORZ ORDER  -  THIRD
 AH1823
 AH1823.The horizontal coordinates were established by classical geodetic methods
 AH1823.and adjusted by the National Geodetic Survey in July 1998..
 AH1823
 AH1823.The orthometric height was scaled from a topographic map.
 AH1823
 AH1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1823
 AH1823.The geoid height was determined by GEOID03.
 AH1823
 AH1823;                    North         East     Units Scale Factor Converg.
 AH1823;SPC TXSC     - 4,109,600.502   696,796.519   MT  0.99990356   +0 29 09.2
 AH1823;SPC TXSC     -13,482,914.31  2,286,073.25   sFT  0.99990356   +0 29 09.2
 AH1823;UTM  14      - 3,188,287.042   596,770.898   MT  0.99971556   +0 28 41.2
 AH1823
 AH1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1823!SPC TXSC     -   0.99998134  x   0.99990356  =   0.99988491
 AH1823!UTM  14      -   0.99998134  x   0.99971556  =   0.99969691
 AH1823
 AH1823                          SUPERSEDED SURVEY CONTROL
 AH1823
 AH1823.No superseded survey control is available for this station.
 AH1823
 AH1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9677188287(NAD 83)
 AH1823_MARKER: I = METAL ROD
 AH1823_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1823
 AH1823  HISTORY     - Date     Condition        Report By
 AH1823  HISTORY     - 1960     MONUMENTED       USGS
 AH1823
 AH1823                          STATION DESCRIPTION
 AH1823
 AH1823'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1823'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1824 ***********************************************************************
 AH1824  DESIGNATION -  TP ALUM ET
 AH1824  PID         -  AH1824
 AH1824  STATE/COUNTY-  TX/WILSON
 AH1824  USGS QUAD   -  ALUM (1987)
 AH1824
 AH1824                         *CURRENT SURVEY CONTROL
 AH1824  ___________________________________________________________________
 AH1824* NAD 83(1993)-  29 16 56.37785(N)    097 57 58.04009(W)     ADJUSTED  
 AH1824* NAVD 88     -       152.2    (meters)     499.     (feet)  VERTCON   
 AH1824  ___________________________________________________________________
 AH1824  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AH1824  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH1824
 AH1824  HORZ ORDER  -  THIRD
 AH1824
 AH1824.The horizontal coordinates were established by classical geodetic methods
 AH1824.and adjusted by the National Geodetic Survey in July 1998..
 AH1824
 AH1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1824
 AH1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1824
 AH1824.The geoid height was determined by GEOID03.
 AH1824
 AH1824;                    North         East     Units Scale Factor Converg.
 AH1824;SPC TXSC     - 4,161,030.791   700,449.945   MT  0.99986366   +0 30 23.4
 AH1824;SPC TXSC     -13,651,648.52  2,298,059.53   sFT  0.99986366   +0 30 23.4
 AH1824;UTM  14      - 3,239,708.917   600,427.628   MT  0.99972445   +0 30 20.6
 AH1824
 AH1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1824!SPC TXSC     -   0.99998017  x   0.99986366  =   0.99984383
 AH1824!UTM  14      -   0.99998017  x   0.99972445  =   0.99970462
 AH1824
 AH1824                          SUPERSEDED SURVEY CONTROL
 AH1824
 AH1824  NGVD 29 (07/28/98)  152.1    (m)          499.     (f) VERT ANG       
 AH1824
 AH1824.Superseded values are not recommended for survey control.
 AH1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1824.See file dsdata.txt to determine how the superseded data were derived.
 AH1824
 AH1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0042839709(NAD 83)
 AH1824_MARKER: I = METAL ROD
 AH1824_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1824
 AH1824  HISTORY     - Date     Condition        Report By
 AH1824  HISTORY     - 1960     MONUMENTED       USGS
 AH1824
 AH1824                          STATION DESCRIPTION
 AH1824
 AH1824'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1824'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1825 ***********************************************************************
 AH1825  DESIGNATION -  TP ANTELOPE ET
 AH1825  PID         -  AH1825
 AH1825  STATE/COUNTY-  TX/GUADALUPE
 AH1825  USGS QUAD   -  THOMAS SPRINGS (1987)
 AH1825
 AH1825                         *CURRENT SURVEY CONTROL
 AH1825  ___________________________________________________________________
 AH1825* NAD 83(1993)-  29 25 31.38438(N)    097 57 04.58445(W)     ADJUSTED  
 AH1825* NAVD 88     -       203.4    (meters)     667.     (feet)  VERTCON   
 AH1825  ___________________________________________________________________
 AH1825  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AH1825  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AH1825
 AH1825  HORZ ORDER  -  THIRD
 AH1825
 AH1825.The horizontal coordinates were established by classical geodetic methods
 AH1825.and adjusted by the National Geodetic Survey in July 1998..
 AH1825
 AH1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1825
 AH1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1825
 AH1825.The geoid height was determined by GEOID03.
 AH1825
 AH1825;                    North         East     Units Scale Factor Converg.
 AH1825;SPC TXSC     - 4,176,897.547   701,750.422   MT  0.99986449   +0 30 49.6
 AH1825;SPC TXSC     -13,703,704.70  2,302,326.18   sFT  0.99986449   +0 30 49.6
 AH1825;UTM  14      - 3,255,573.499   601,727.830   MT  0.99972769   +0 30 55.0
 AH1825
 AH1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1825!SPC TXSC     -   0.99997214  x   0.99986449  =   0.99983664
 AH1825!UTM  14      -   0.99997214  x   0.99972769  =   0.99969984
 AH1825
 AH1825                          SUPERSEDED SURVEY CONTROL
 AH1825
 AH1825  NGVD 29 (07/28/98)  203.3    (m)          667.     (f) VERT ANG       
 AH1825
 AH1825.Superseded values are not recommended for survey control.
 AH1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1825.See file dsdata.txt to determine how the superseded data were derived.
 AH1825
 AH1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0172855573(NAD 83)
 AH1825_MARKER: I = METAL ROD
 AH1825_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1825
 AH1825  HISTORY     - Date     Condition        Report By
 AH1825  HISTORY     - 1960     MONUMENTED       USGS
 AH1825  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AH1825
 AH1825                          STATION DESCRIPTION
 AH1825
 AH1825'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1825'TURNING POINT, NEEDS NO DESCRIPTION.
 AH1825
 AH1825                          STATION RECOVERY (2003)
 AH1825
 AH1825'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AH1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1826 ***********************************************************************
 AH1826  DESIGNATION -  TP BLUE ET
 AH1826  PID         -  AH1826
 AH1826  STATE/COUNTY-  TX/WILSON
 AH1826  USGS QUAD   -  NEW BERLIN (1957)
 AH1826
 AH1826                         *CURRENT SURVEY CONTROL
 AH1826  ___________________________________________________________________
 AH1826* NAD 83(1993)-  29 23 43.63468(N)    098 03 56.34320(W)     ADJUSTED  
 AH1826* NAVD 88     -       161.0    (meters)     528.     (feet)  VERTCON   
 AH1826  ___________________________________________________________________
 AH1826  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AH1826  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AH1826
 AH1826  HORZ ORDER  -  THIRD
 AH1826
 AH1826.The horizontal coordinates were established by classical geodetic methods
 AH1826.and adjusted by the National Geodetic Survey in July 1998..
 AH1826
 AH1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1826
 AH1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1826
 AH1826.The geoid height was determined by GEOID03.
 AH1826
 AH1826;                    North         East     Units Scale Factor Converg.
 AH1826;SPC TXSC     - 4,173,486.448   690,679.951   MT  0.99986380   +0 27 27.9
 AH1826;SPC TXSC     -13,692,513.45  2,266,005.81   sFT  0.99986380   +0 27 27.9
 AH1826;UTM  14      - 3,252,162.683   590,659.088   MT  0.99970141   +0 27 31.1
 AH1826
 AH1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1826!SPC TXSC     -   0.99997880  x   0.99986380  =   0.99984260
 AH1826!UTM  14      -   0.99997880  x   0.99970141  =   0.99968021
 AH1826
 AH1826                          SUPERSEDED SURVEY CONTROL
 AH1826
 AH1826  NGVD 29 (07/28/98)  160.9    (m)          528.     (f) VERT ANG       
 AH1826
 AH1826.Superseded values are not recommended for survey control.
 AH1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1826.See file dsdata.txt to determine how the superseded data were derived.
 AH1826
 AH1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT9065952163(NAD 83)
 AH1826_MARKER: I = METAL ROD
 AH1826_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1826
 AH1826  HISTORY     - Date     Condition        Report By
 AH1826  HISTORY     - 1960     MONUMENTED       USGS
 AH1826  HISTORY     - 20030417 GOOD             USPSQD
 AH1826
 AH1826                          STATION DESCRIPTION
 AH1826
 AH1826'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1826'TURNING POINT, NEEDS NO DESCRIPTION.
 AH1826
 AH1826                          STATION RECOVERY (2003)
 AH1826
 AH1826'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AH1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9973 ***********************************************************************
 AG9973  DESIGNATION -  TP BURLEEN
 AG9973  PID         -  AG9973
 AG9973  STATE/COUNTY-  TX/TRAVIS
 AG9973  USGS QUAD   -  MANOR (1988)
 AG9973
 AG9973                         *CURRENT SURVEY CONTROL
 AG9973  ___________________________________________________________________
 AG9973* NAD 83(1993)-  30 15 18.35562(N)    097 32 16.95592(W)     ADJUSTED  
 AG9973* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 AG9973  ___________________________________________________________________
 AG9973  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AG9973  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AG9973
 AG9973  HORZ ORDER  -  THIRD
 AG9973
 AG9973.The horizontal coordinates were established by classical geodetic methods
 AG9973.and adjusted by the National Geodetic Survey in July 1998..
 AG9973
 AG9973.The orthometric height was scaled from a topographic map.
 AG9973
 AG9973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9973
 AG9973.The geoid height was determined by GEOID03.
 AG9973
 AG9973;                    North         East     Units Scale Factor Converg.
 AG9973;SPC TX C     - 3,068,611.617   968,977.183   MT  0.99996593   +1 26 23.1
 AG9973;SPC TX C     -10,067,603.28  3,179,052.64   sFT  0.99996593   +1 26 23.1
 AG9973;UTM  14      - 3,347,957.138   640,647.882   MT  0.99984405   +0 44 12.2
 AG9973
 AG9973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9973!SPC TX C     -   0.99997816  x   0.99996593  =   0.99994410
 AG9973!UTM  14      -   0.99997816  x   0.99984405  =   0.99982222
 AG9973
 AG9973                          SUPERSEDED SURVEY CONTROL
 AG9973
 AG9973.No superseded survey control is available for this station.
 AG9973
 AG9973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4064847957(NAD 83)
 AG9973_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9973
 AG9973  HISTORY     - Date     Condition        Report By
 AG9973  HISTORY     - 1954     MONUMENTED       USGS
 AG9973  HISTORY     - 20040612 MARK NOT FOUND   USPSQD
 AG9973
 AG9973                          STATION DESCRIPTION
 AG9973
 AG9973'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9973'TURNING POINT, NEEDS NO DESCRIPTION.
 AG9973
 AG9973                          STATION RECOVERY (2004)
 AG9973
 AG9973'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AG9973'UNSPECIFIED STATION DESCRIPTION, IDENTIFICATION NOT POSSIBLE.  AT
 AG9973'LATITUDE AND LONGITUDE LOCATION IS AN ENTRANCE TO A BUSINESS MARKED
 AG9973''NO TRESSPASSING' THAT COULD HAVE BEEN CONSIDERED A TURNAROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9974 ***********************************************************************
 AG9974  DESIGNATION -  TP CENTER
 AG9974  PID         -  AG9974
 AG9974  STATE/COUNTY-  TX/WILLIAMSON
 AG9974  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 AG9974
 AG9974                         *CURRENT SURVEY CONTROL
 AG9974  ___________________________________________________________________
 AG9974* NAD 83(1993)-  30 28 45.35918(N)    097 38 38.96086(W)     ADJUSTED  
 AG9974* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 AG9974  ___________________________________________________________________
 AG9974  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AG9974  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AG9974
 AG9974  HORZ ORDER  -  THIRD
 AG9974
 AG9974.The horizontal coordinates were established by classical geodetic methods
 AG9974.and adjusted by the National Geodetic Survey in July 1998..
 AG9974
 AG9974.The orthometric height was scaled from a topographic map.
 AG9974
 AG9974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9974
 AG9974.The geoid height was determined by GEOID03.
 AG9974
 AG9974;                    North         East     Units Scale Factor Converg.
 AG9974;SPC TX C     - 3,093,202.162   958,167.862   MT  0.99992298   +1 23 06.3
 AG9974;SPC TX C     -10,148,280.76  3,143,589.06   sFT  0.99992298   +1 23 06.3
 AG9974;UTM  14      - 3,372,675.030   630,141.053   MT  0.99980894   +0 41 16.1
 AG9974
 AG9974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9974!SPC TX C     -   0.99996386  x   0.99992298  =   0.99988684
 AG9974!UTM  14      -   0.99996386  x   0.99980894  =   0.99977281
 AG9974
 AG9974                          SUPERSEDED SURVEY CONTROL
 AG9974
 AG9974.No superseded survey control is available for this station.
 AG9974
 AG9974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3014172675(NAD 83)
 AG9974_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9974
 AG9974  HISTORY     - Date     Condition        Report By
 AG9974  HISTORY     - 1954     MONUMENTED       USGS
 AG9974
 AG9974                          STATION DESCRIPTION
 AG9974
 AG9974'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9974'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5362 ***********************************************************************
 AH5362  DESIGNATION -  TP COOLEY
 AH5362  PID         -  AH5362
 AH5362  STATE/COUNTY-  TX/ROBERTSON
 AH5362  USGS QUAD   -  BALD PRAIRIE (1982)
 AH5362
 AH5362                         *CURRENT SURVEY CONTROL
 AH5362  ___________________________________________________________________
 AH5362* NAD 83(1993)-  31 12 32.51618(N)    096 24 03.00043(W)     ADJUSTED  
 AH5362* NAVD 88     -       181.2    (meters)     594.     (feet)  VERTCON   
 AH5362  ___________________________________________________________________
 AH5362  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AH5362  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AH5362
 AH5362  HORZ ORDER  -  THIRD
 AH5362
 AH5362.The horizontal coordinates were established by classical geodetic methods
 AH5362.and adjusted by the National Geodetic Survey in July 1998..
 AH5362
 AH5362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5362
 AH5362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5362
 AH5362.The geoid height was determined by GEOID03.
 AH5362
 AH5362;                    North         East     Units Scale Factor Converg.
 AH5362;SPC TX C     - 3,177,602.038 1,074,628.856   MT  0.99988828   +2 01 31.7
 AH5362;SPC TX C     -10,425,182.69  3,525,678.17   sFT  0.99988828   +2 01 31.7
 AH5362;UTM  14      - 3,455,679.948   747,628.903   MT  1.00035643   +1 20 50.9
 AH5362
 AH5362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5362!SPC TX C     -   0.99997560  x   0.99988828  =   0.99986388
 AH5362!UTM  14      -   0.99997560  x   1.00035643  =   1.00033202
 AH5362
 AH5362                          SUPERSEDED SURVEY CONTROL
 AH5362
 AH5362  NGVD 29 (07/28/98)  181.2    (m)          594.     (f) VERT ANG       
 AH5362
 AH5362.Superseded values are not recommended for survey control.
 AH5362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5362.See file dsdata.txt to determine how the superseded data were derived.
 AH5362
 AH5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV4762955680(NAD 83)
 AH5362_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH5362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5362_PROJECTION: FLUSH
 AH5362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5362+STABILITY: SURFACE MOTION
 AH5362
 AH5362  HISTORY     - Date     Condition        Report By
 AH5362  HISTORY     - 1966     MONUMENTED       USGS
 AH5362
 AH5362                          STATION DESCRIPTION
 AH5362
 AH5362'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH5362'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1827 ***********************************************************************
 AH1827  DESIGNATION -  TP COTTON
 AH1827  PID         -  AH1827
 AH1827  STATE/COUNTY-  TX/DE WITT
 AH1827  USGS QUAD   -  YORKTOWN WEST (1987)
 AH1827
 AH1827                         *CURRENT SURVEY CONTROL
 AH1827  ___________________________________________________________________
 AH1827* NAD 83(1993)-  28 58 57.14848(N)    097 37 03.63730(W)     ADJUSTED  
 AH1827* NAVD 88     -       109.9    (meters)     361.     (feet)  VERTCON   
 AH1827  ___________________________________________________________________
 AH1827  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AH1827  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AH1827
 AH1827  HORZ ORDER  -  THIRD
 AH1827
 AH1827.The horizontal coordinates were established by classical geodetic methods
 AH1827.and adjusted by the National Geodetic Survey in July 1998..
 AH1827
 AH1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1827
 AH1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1827
 AH1827.The geoid height was determined by GEOID03.
 AH1827
 AH1827;                    North         East     Units Scale Factor Converg.
 AH1827;SPC TXSC     - 4,128,159.465   734,695.639   MT  0.99988203   +0 40 38.0
 AH1827;SPC TXSC     -13,543,803.18  2,410,413.94   sFT  0.99988203   +0 40 38.0
 AH1827;UTM  14      - 3,206,838.578   634,667.763   MT  0.99982379   +0 40 11.6
 AH1827
 AH1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1827!SPC TXSC     -   0.99998695  x   0.99988203  =   0.99986898
 AH1827!UTM  14      -   0.99998695  x   0.99982379  =   0.99981074
 AH1827
 AH1827                          SUPERSEDED SURVEY CONTROL
 AH1827
 AH1827  NGVD 29 (07/28/98)  109.9    (m)          361.     (f) VERT ANG       
 AH1827
 AH1827.Superseded values are not recommended for survey control.
 AH1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1827.See file dsdata.txt to determine how the superseded data were derived.
 AH1827
 AH1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT3466806839(NAD 83)
 AH1827_MARKER: I = METAL ROD
 AH1827_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1827
 AH1827  HISTORY     - Date     Condition        Report By
 AH1827  HISTORY     - 1960     MONUMENTED       USGS
 AH1827
 AH1827                          STATION DESCRIPTION
 AH1827
 AH1827'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1827'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1828 ***********************************************************************
 AH1828  DESIGNATION -  TP DEER ET
 AH1828  PID         -  AH1828
 AH1828  STATE/COUNTY-  TX/WILSON
 AH1828  USGS QUAD   -  ALUM (1987)
 AH1828
 AH1828                         *CURRENT SURVEY CONTROL
 AH1828  ___________________________________________________________________
 AH1828* NAD 83(1993)-  29 21 33.56421(N)    097 57 29.45701(W)     ADJUSTED  
 AH1828* NAVD 88     -       191.8    (meters)     629.     (feet)  VERTCON   
 AH1828  ___________________________________________________________________
 AH1828  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AH1828  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH1828
 AH1828  HORZ ORDER  -  THIRD
 AH1828
 AH1828.The horizontal coordinates were established by classical geodetic methods
 AH1828.and adjusted by the National Geodetic Survey in July 1998..
 AH1828
 AH1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1828
 AH1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1828
 AH1828.The geoid height was determined by GEOID03.
 AH1828
 AH1828;                    North         East     Units Scale Factor Converg.
 AH1828;SPC TXSC     - 4,169,570.475   701,145.324   MT  0.99986333   +0 30 37.4
 AH1828;SPC TXSC     -13,679,665.80  2,300,340.95   sFT  0.99986333   +0 30 37.4
 AH1828;UTM  14      - 3,248,247.419   601,122.937   MT  0.99972618   +0 30 39.0
 AH1828
 AH1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1828!SPC TXSC     -   0.99997396  x   0.99986333  =   0.99983729
 AH1828!UTM  14      -   0.99997396  x   0.99972618  =   0.99970014
 AH1828
 AH1828                          SUPERSEDED SURVEY CONTROL
 AH1828
 AH1828  NGVD 29 (07/28/98)  191.7    (m)          629.     (f) VERT ANG       
 AH1828
 AH1828.Superseded values are not recommended for survey control.
 AH1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1828.See file dsdata.txt to determine how the superseded data were derived.
 AH1828
 AH1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0112348247(NAD 83)
 AH1828_MARKER: I = METAL ROD
 AH1828_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1828
 AH1828  HISTORY     - Date     Condition        Report By
 AH1828  HISTORY     - 1960     MONUMENTED       USGS
 AH1828
 AH1828                          STATION DESCRIPTION
 AH1828
 AH1828'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1828'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1368 ***********************************************************************
 AJ1368  DESIGNATION -  TP DRY
 AJ1368  PID         -  AJ1368
 AJ1368  STATE/COUNTY-  TX/WEBB
 AJ1368  USGS QUAD   -  CIBOLO RANCH (1965)
 AJ1368
 AJ1368                         *CURRENT SURVEY CONTROL
 AJ1368  ___________________________________________________________________
 AJ1368* NAD 83(1993)-  27 43 17.43182(N)    099 21 32.59059(W)     ADJUSTED  
 AJ1368* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 AJ1368  ___________________________________________________________________
 AJ1368  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 AJ1368  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AJ1368
 AJ1368  HORZ ORDER  -  THIRD
 AJ1368
 AJ1368.The horizontal coordinates were established by classical geodetic methods
 AJ1368.and adjusted by the National Geodetic Survey in February 1996..
 AJ1368
 AJ1368.The orthometric height was scaled from a topographic map.
 AJ1368
 AJ1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1368
 AJ1368.The geoid height was determined by GEOID03.
 AJ1368
 AJ1368;                    North         East     Units Scale Factor Converg.
 AJ1368;SPC TX S     - 5,227,953.759   215,288.600   MT  0.99997360   -0 23 24.1
 AJ1368;SPC TX S     -17,152,044.96    706,326.02   sFT  0.99997360   -0 23 24.1
 AJ1368;UTM  14      - 3,066,404.690   464,606.533   MT  0.99961546   -0 10 01.3
 AJ1368
 AJ1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1368!SPC TX S     -   0.99997507  x   0.99997360  =   0.99994867
 AJ1368!UTM  14      -   0.99997507  x   0.99961546  =   0.99959054
 AJ1368
 AJ1368:                Primary Azimuth Mark                     Grid Az
 AJ1368:SPC TX S     -  ORVIL                                    229 58 26.5
 AJ1368:UTM  14      -  ORVIL                                    229 45 03.7
 AJ1368
 AJ1368|---------------------------------------------------------------------|
 AJ1368| PID    Reference Object                     Distance      Geod. Az  |
 AJ1368|                                                           dddmmss.s |
 AJ1368| AJ1382 ORVIL                               APPROX.14.4 KM 2293502.4 |
 AJ1368|---------------------------------------------------------------------|
 AJ1368
 AJ1368                          SUPERSEDED SURVEY CONTROL
 AJ1368
 AJ1368  NAD 83(1986)-  27 43 17.43041(N)    099 21 32.56537(W) AD(       ) 3
 AJ1368  NAD 27      -  27 43 16.39283(N)    099 21 31.43692(W) AD(       ) 3
 AJ1368
 AJ1368.Superseded values are not recommended for survey control.
 AJ1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1368.See file dsdata.txt to determine how the superseded data were derived.
 AJ1368
 AJ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6460766405(NAD 83)
 AJ1368_MARKER: W = UNMONUMENTED
 AJ1368_SETTING: 0 = UNSPECIFIED SETTING
 AJ1368
 AJ1368  HISTORY     - Date     Condition        Report By
 AJ1368  HISTORY     - 1965     MONUMENTED       USGS
 AJ1368
 AJ1368                          STATION DESCRIPTION
 AJ1368
 AJ1368'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ1368'NON - MONUMENTED TURNING POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1829 ***********************************************************************
 AH1829  DESIGNATION -  TP ECLETO
 AH1829  PID         -  AH1829
 AH1829  STATE/COUNTY-  TX/KARNES
 AH1829  USGS QUAD   -  GARFIELD (1987)
 AH1829
 AH1829                         *CURRENT SURVEY CONTROL
 AH1829  ___________________________________________________________________
 AH1829* NAD 83(1993)-  29 03 22.22147(N)    097 42 21.59404(W)     ADJUSTED  
 AH1829* NAVD 88     -       154.4    (meters)     507.     (feet)  VERTCON   
 AH1829  ___________________________________________________________________
 AH1829  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AH1829  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH1829
 AH1829  HORZ ORDER  -  THIRD
 AH1829
 AH1829.The horizontal coordinates were established by classical geodetic methods
 AH1829.and adjusted by the National Geodetic Survey in July 1998..
 AH1829
 AH1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1829
 AH1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1829
 AH1829.The geoid height was determined by GEOID03.
 AH1829
 AH1829;                    North         East     Units Scale Factor Converg.
 AH1829;SPC TXSC     - 4,136,220.515   725,999.555   MT  0.99987500   +0 38 02.2
 AH1829;SPC TXSC     -13,570,250.14  2,381,883.54   sFT  0.99987500   +0 38 02.2
 AH1829;UTM  14      - 3,214,900.037   625,973.171   MT  0.99979583   +0 37 42.7
 AH1829
 AH1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1829!SPC TXSC     -   0.99997992  x   0.99987500  =   0.99985492
 AH1829!UTM  14      -   0.99997992  x   0.99979583  =   0.99977575
 AH1829
 AH1829                          SUPERSEDED SURVEY CONTROL
 AH1829
 AH1829  NGVD 29 (07/28/98)  154.4    (m)          507.     (f) VERT ANG       
 AH1829
 AH1829.Superseded values are not recommended for survey control.
 AH1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1829.See file dsdata.txt to determine how the superseded data were derived.
 AH1829
 AH1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT2597314900(NAD 83)
 AH1829_MARKER: I = METAL ROD
 AH1829_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1829
 AH1829  HISTORY     - Date     Condition        Report By
 AH1829  HISTORY     - 1960     MONUMENTED       USGS
 AH1829
 AH1829                          STATION DESCRIPTION
 AH1829
 AH1829'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1829'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1830 ***********************************************************************
 AH1830  DESIGNATION -  TP GRAMS ET
 AH1830  PID         -  AH1830
 AH1830  STATE/COUNTY-  TX/KARNES
 AH1830  USGS QUAD   -  LA VERNIA SW (1992)
 AH1830
 AH1830                         *CURRENT SURVEY CONTROL
 AH1830  ___________________________________________________________________
 AH1830* NAD 83(1993)-  29 21 44.23297(N)    098 12 33.37424(W)     ADJUSTED  
 AH1830* NAVD 88     -       181.8    (meters)     596.     (feet)  VERTCON   
 AH1830  ___________________________________________________________________
 AH1830  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AH1830  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AH1830
 AH1830  HORZ ORDER  -  THIRD
 AH1830
 AH1830.The horizontal coordinates were established by classical geodetic methods
 AH1830.and adjusted by the National Geodetic Survey in July 1998..
 AH1830
 AH1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1830
 AH1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1830
 AH1830.The geoid height was determined by GEOID03.
 AH1830
 AH1830;                    North         East     Units Scale Factor Converg.
 AH1830;SPC TXSC     - 4,169,707.920   676,766.530   MT  0.99986336   +0 23 14.6
 AH1830;SPC TXSC     -13,680,116.73  2,220,358.19   sFT  0.99986336   +0 23 14.6
 AH1830;UTM  14      - 3,248,384.676   576,748.169   MT  0.99967268   +0 23 15.9
 AH1830
 AH1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1830!SPC TXSC     -   0.99997551  x   0.99986336  =   0.99983888
 AH1830!UTM  14      -   0.99997551  x   0.99967268  =   0.99964820
 AH1830
 AH1830                          SUPERSEDED SURVEY CONTROL
 AH1830
 AH1830  NGVD 29 (07/28/98)  181.7    (m)          596.     (f) VERT ANG       
 AH1830
 AH1830.Superseded values are not recommended for survey control.
 AH1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1830.See file dsdata.txt to determine how the superseded data were derived.
 AH1830
 AH1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7674848385(NAD 83)
 AH1830_MARKER: I = METAL ROD
 AH1830_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1830
 AH1830  HISTORY     - Date     Condition        Report By
 AH1830  HISTORY     - 1960     MONUMENTED       USGS
 AH1830
 AH1830                          STATION DESCRIPTION
 AH1830
 AH1830'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1830'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1831 ***********************************************************************
 AH1831  DESIGNATION -  TP GRASS
 AH1831  PID         -  AH1831
 AH1831  STATE/COUNTY-  TX/DE WITT
 AH1831  USGS QUAD   -  NEW DAVY (1987)
 AH1831
 AH1831                         *CURRENT SURVEY CONTROL
 AH1831  ___________________________________________________________________
 AH1831* NAD 83(1993)-  29 00 01.01603(N)    097 36 23.85730(W)     ADJUSTED  
 AH1831* NAVD 88     -       119.6    (meters)     392.     (feet)  VERTCON   
 AH1831  ___________________________________________________________________
 AH1831  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AH1831  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AH1831
 AH1831  HORZ ORDER  -  THIRD
 AH1831
 AH1831.The horizontal coordinates were established by classical geodetic methods
 AH1831.and adjusted by the National Geodetic Survey in July 1998..
 AH1831
 AH1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1831
 AH1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1831
 AH1831.The geoid height was determined by GEOID03.
 AH1831
 AH1831;                    North         East     Units Scale Factor Converg.
 AH1831;SPC TXSC     - 4,130,138.203   735,748.893   MT  0.99988018   +0 40 57.5
 AH1831;SPC TXSC     -13,550,295.09  2,413,869.49   sFT  0.99988018   +0 40 57.5
 AH1831;UTM  14      - 3,208,817.073   635,721.206   MT  0.99982731   +0 40 32.3
 AH1831
 AH1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1831!SPC TXSC     -   0.99998543  x   0.99988018  =   0.99986561
 AH1831!UTM  14      -   0.99998543  x   0.99982731  =   0.99981274
 AH1831
 AH1831                          SUPERSEDED SURVEY CONTROL
 AH1831
 AH1831  NGVD 29 (07/28/98)  119.6    (m)          392.     (f) VERT ANG       
 AH1831
 AH1831.Superseded values are not recommended for survey control.
 AH1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1831.See file dsdata.txt to determine how the superseded data were derived.
 AH1831
 AH1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT3572108817(NAD 83)
 AH1831_MARKER: I = METAL ROD
 AH1831_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1831
 AH1831  HISTORY     - Date     Condition        Report By
 AH1831  HISTORY     - 1960     MONUMENTED       USGS
 AH1831
 AH1831                          STATION DESCRIPTION
 AH1831
 AH1831'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1831'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1832 ***********************************************************************
 AH1832  DESIGNATION -  TP HARMS
 AH1832  PID         -  AH1832
 AH1832  STATE/COUNTY-  TX/DE WITT
 AH1832  USGS QUAD   -  GARFIELD (1987)
 AH1832
 AH1832                         *CURRENT SURVEY CONTROL
 AH1832  ___________________________________________________________________
 AH1832* NAD 83(1993)-  29 01 40.00988(N)    097 40 41.26485(W)     ADJUSTED  
 AH1832* NAVD 88     -       159.7    (meters)     524.     (feet)  VERTCON   
 AH1832  ___________________________________________________________________
 AH1832  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AH1832  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH1832
 AH1832  HORZ ORDER  -  THIRD
 AH1832
 AH1832.The horizontal coordinates were established by classical geodetic methods
 AH1832.and adjusted by the National Geodetic Survey in July 1998..
 AH1832
 AH1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1832
 AH1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1832
 AH1832.The geoid height was determined by GEOID03.
 AH1832
 AH1832;                    North         East     Units Scale Factor Converg.
 AH1832;SPC TXSC     - 4,133,104.574   728,748.687   MT  0.99987751   +0 38 51.4
 AH1832;SPC TXSC     -13,560,027.26  2,390,902.98   sFT  0.99987751   +0 38 51.4
 AH1832;UTM  14      - 3,211,784.057   628,721.780   MT  0.99980447   +0 38 29.4
 AH1832
 AH1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1832!SPC TXSC     -   0.99997910  x   0.99987751  =   0.99985661
 AH1832!UTM  14      -   0.99997910  x   0.99980447  =   0.99978357
 AH1832
 AH1832                          SUPERSEDED SURVEY CONTROL
 AH1832
 AH1832  NGVD 29 (07/28/98)  159.7    (m)          524.     (f) VERT ANG       
 AH1832
 AH1832.Superseded values are not recommended for survey control.
 AH1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1832.See file dsdata.txt to determine how the superseded data were derived.
 AH1832
 AH1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT2872211784(NAD 83)
 AH1832_MARKER: I = METAL ROD
 AH1832_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1832
 AH1832  HISTORY     - Date     Condition        Report By
 AH1832  HISTORY     - 1960     MONUMENTED       USGS
 AH1832
 AH1832                          STATION DESCRIPTION
 AH1832
 AH1832'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1832'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1833 ***********************************************************************
 AH1833  DESIGNATION -  TP HIGHWAY
 AH1833  PID         -  AH1833
 AH1833  STATE/COUNTY-  TX/KARNES
 AH1833  USGS QUAD   -  GARFIELD (1987)
 AH1833
 AH1833                         *CURRENT SURVEY CONTROL
 AH1833  ___________________________________________________________________
 AH1833* NAD 83(1993)-  29 06 12.83413(N)    097 43 03.10795(W)     ADJUSTED  
 AH1833* NAVD 88     -       142.4    (meters)     467.     (feet)  VERTCON   
 AH1833  ___________________________________________________________________
 AH1833  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AH1833  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH1833
 AH1833  HORZ ORDER  -  THIRD
 AH1833
 AH1833.The horizontal coordinates were established by classical geodetic methods
 AH1833.and adjusted by the National Geodetic Survey in July 1998..
 AH1833
 AH1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1833
 AH1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1833
 AH1833.The geoid height was determined by GEOID03.
 AH1833
 AH1833;                    North         East     Units Scale Factor Converg.
 AH1833;SPC TXSC     - 4,141,460.000   724,819.148   MT  0.99987134   +0 37 41.9
 AH1833;SPC TXSC     -13,587,440.02  2,378,010.82   sFT  0.99987134   +0 37 41.9
 AH1833;UTM  14      - 3,220,139.209   624,793.307   MT  0.99979217   +0 37 25.9
 AH1833
 AH1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1833!SPC TXSC     -   0.99998178  x   0.99987134  =   0.99985313
 AH1833!UTM  14      -   0.99998178  x   0.99979217  =   0.99977396
 AH1833
 AH1833                          SUPERSEDED SURVEY CONTROL
 AH1833
 AH1833  NGVD 29 (07/28/98)  142.4    (m)          467.     (f) VERT ANG       
 AH1833
 AH1833.Superseded values are not recommended for survey control.
 AH1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1833.See file dsdata.txt to determine how the superseded data were derived.
 AH1833
 AH1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT2479320139(NAD 83)
 AH1833_MARKER: I = METAL ROD
 AH1833_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1833
 AH1833  HISTORY     - Date     Condition        Report By
 AH1833  HISTORY     - 1960     MONUMENTED       USGS
 AH1833
 AH1833                          STATION DESCRIPTION
 AH1833
 AH1833'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1833'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1834 ***********************************************************************
 AH1834  DESIGNATION -  TP HORN ET
 AH1834  PID         -  AH1834
 AH1834  STATE/COUNTY-  TX/WILSON
 AH1834  USGS QUAD   -  STOCKDALE (1987)
 AH1834
 AH1834                         *CURRENT SURVEY CONTROL
 AH1834  ___________________________________________________________________
 AH1834* NAD 83(1993)-  29 14 03.39369(N)    097 57 01.21675(W)     ADJUSTED  
 AH1834* NAVD 88     -       151.3    (meters)     496.     (feet)  VERTCON   
 AH1834  ___________________________________________________________________
 AH1834  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AH1834  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH1834
 AH1834  HORZ ORDER  -  THIRD
 AH1834
 AH1834.The horizontal coordinates were established by classical geodetic methods
 AH1834.and adjusted by the National Geodetic Survey in July 1998..
 AH1834
 AH1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1834
 AH1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1834
 AH1834.The geoid height was determined by GEOID03.
 AH1834
 AH1834;                    North         East     Units Scale Factor Converg.
 AH1834;SPC TXSC     - 4,155,719.398   702,031.273   MT  0.99986478   +0 30 51.3
 AH1834;SPC TXSC     -13,634,222.72  2,303,247.60   sFT  0.99986478   +0 30 51.3
 AH1834;UTM  14      - 3,234,398.223   602,008.630   MT  0.99972840   +0 30 45.6
 AH1834
 AH1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1834!SPC TXSC     -   0.99998031  x   0.99986478  =   0.99984509
 AH1834!UTM  14      -   0.99998031  x   0.99972840  =   0.99970871
 AH1834
 AH1834                          SUPERSEDED SURVEY CONTROL
 AH1834
 AH1834  NGVD 29 (07/28/98)  151.2    (m)          496.     (f) VERT ANG       
 AH1834
 AH1834.Superseded values are not recommended for survey control.
 AH1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1834.See file dsdata.txt to determine how the superseded data were derived.
 AH1834
 AH1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0200934398(NAD 83)
 AH1834_MARKER: I = METAL ROD
 AH1834_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1834
 AH1834  HISTORY     - Date     Condition        Report By
 AH1834  HISTORY     - 1960     MONUMENTED       USGS
 AH1834
 AH1834                          STATION DESCRIPTION
 AH1834
 AH1834'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1834'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1017 ***********************************************************************
 CD1017  DESIGNATION -  TP IN
 CD1017  PID         -  CD1017
 CD1017  STATE/COUNTY-  TX/HUDSPETH
 CD1017  USGS QUAD   -  BEAN HILLS (1964)
 CD1017
 CD1017                         *CURRENT SURVEY CONTROL
 CD1017  ___________________________________________________________________
 CD1017* NAD 83(1993)-  31 14 12.07466(N)    105 03 33.80917(W)     ADJUSTED  
 CD1017* NAVD 88     -      1728.     (meters)    5669.     (feet)  SCALED    
 CD1017  ___________________________________________________________________
 CD1017  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CD1017  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 CD1017
 CD1017  HORZ ORDER  -  THIRD
 CD1017
 CD1017.The horizontal coordinates were established by classical geodetic methods
 CD1017.and adjusted by the National Geodetic Survey in February 1996..
 CD1017
 CD1017.The orthometric height was scaled from a topographic map.
 CD1017
 CD1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1017
 CD1017.The geoid height was determined by GEOID03.
 CD1017
 CD1017;                    North         East     Units Scale Factor Converg.
 CD1017;SPC TX C     - 3,183,607.137   249,944.852   MT  0.99989014   -2 26 03.1
 CD1017;SPC TX C     -10,444,884.42    820,027.40   sFT  0.99989014   -2 26 03.1
 CD1017;UTM  13      - 3,455,834.845   494,344.186   MT  0.99960039   -0 01 50.9
 CD1017
 CD1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1017!SPC TX C     -   0.99973232  x   0.99989014  =   0.99962249
 CD1017!UTM  13      -   0.99973232  x   0.99960039  =   0.99933281
 CD1017
 CD1017:                Primary Azimuth Mark                     Grid Az
 CD1017:SPC TX C     -  TT 16 WM                                 012 31 26.6
 CD1017:UTM  13      -  TT 16 WM                                 010 07 14.4
 CD1017
 CD1017|---------------------------------------------------------------------|
 CD1017| PID    Reference Object                     Distance      Geod. Az  |
 CD1017|                                                           dddmmss.s |
 CD1017| CD1015 TT 16 WM                            APPROX. 2.7 KM 0100523.5 |
 CD1017|---------------------------------------------------------------------|
 CD1017
 CD1017                          SUPERSEDED SURVEY CONTROL
 CD1017
 CD1017  NAD 83(1986)-  31 14 12.07496(N)    105 03 33.80854(W) AD(       ) 3
 CD1017  NAD 27      -  31 14 11.61300(N)    105 03 31.99920(W) AD(       ) 3
 CD1017
 CD1017.Superseded values are not recommended for survey control.
 CD1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1017.See file dsdata.txt to determine how the superseded data were derived.
 CD1017
 CD1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9434455835(NAD 83)
 CD1017_MARKER: W = UNMONUMENTED
 CD1017_SETTING: 0 = UNSPECIFIED SETTING
 CD1017
 CD1017  HISTORY     - Date     Condition        Report By
 CD1017  HISTORY     - 1963     MONUMENTED       USGS
 CD1017
 CD1017                          STATION DESCRIPTION
 CD1017
 CD1017'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CD1017'THIS STATION NOT FOR PUBLIC DISTRIBUTION, AS IT WAS AN UNMARKED
 CD1017'TURNING POINT USED ONLY IN THE EXTENSION OF AN ELECTRONIC TRAVERSE
 CD1017'CIRCUIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1373 ***********************************************************************
 AJ1373  DESIGNATION -  TP KIRK
 AJ1373  PID         -  AJ1373
 AJ1373  STATE/COUNTY-  TX/WEBB
 AJ1373  USGS QUAD   -  TIOS CREEK (1965)
 AJ1373
 AJ1373                         *CURRENT SURVEY CONTROL
 AJ1373  ___________________________________________________________________
 AJ1373* NAD 83(1993)-  27 36 46.94187(N)    099 16 54.58958(W)     ADJUSTED  
 AJ1373* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 AJ1373  ___________________________________________________________________
 AJ1373  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AJ1373  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AJ1373
 AJ1373  HORZ ORDER  -  THIRD
 AJ1373
 AJ1373.The horizontal coordinates were established by classical geodetic methods
 AJ1373.and adjusted by the National Geodetic Survey in February 1996..
 AJ1373
 AJ1373.The orthometric height was scaled from a topographic map.
 AJ1373
 AJ1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1373
 AJ1373.The geoid height was determined by GEOID03.
 AJ1373
 AJ1373;                    North         East     Units Scale Factor Converg.
 AJ1373;SPC TX S     - 5,215,884.994   222,828.963   MT  0.99995164   -0 21 17.8
 AJ1373;SPC TX S     -17,112,449.35    731,064.69   sFT  0.99995164   -0 21 17.8
 AJ1373;UTM  14      - 3,054,369.667   472,191.300   MT  0.99960955   -0 07 50.3
 AJ1373
 AJ1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1373!SPC TX S     -   0.99996770  x   0.99995164  =   0.99991934
 AJ1373!UTM  14      -   0.99996770  x   0.99960955  =   0.99957726
 AJ1373
 AJ1373:                Primary Azimuth Mark                     Grid Az
 AJ1373:SPC TX S     -  TP RAD                                   285 15 40.8
 AJ1373:UTM  14      -  TP RAD                                   285 02 13.3
 AJ1373
 AJ1373|---------------------------------------------------------------------|
 AJ1373| PID    Reference Object                     Distance      Geod. Az  |
 AJ1373|                                                           dddmmss.s |
 AJ1373| AJ1384 TP RAD                              APPROX. 9.9 KM 2845423.0 |
 AJ1373|---------------------------------------------------------------------|
 AJ1373
 AJ1373                          SUPERSEDED SURVEY CONTROL
 AJ1373
 AJ1373  NAD 83(1986)-  27 36 46.94057(N)    099 16 54.56315(W) AD(       ) 3
 AJ1373  NAD 27      -  27 36 45.89146(N)    099 16 53.44103(W) AD(       ) 3
 AJ1373
 AJ1373.Superseded values are not recommended for survey control.
 AJ1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1373.See file dsdata.txt to determine how the superseded data were derived.
 AJ1373
 AJ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR7219154370(NAD 83)
 AJ1373_MARKER: W = UNMONUMENTED
 AJ1373_SETTING: 0 = UNSPECIFIED SETTING
 AJ1373
 AJ1373  HISTORY     - Date     Condition        Report By
 AJ1373  HISTORY     - 1965     MONUMENTED       USGS
 AJ1373
 AJ1373                          STATION DESCRIPTION
 AJ1373
 AJ1373'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ1373'NON - MONUMENTED TURNING POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1835 ***********************************************************************
 AH1835  DESIGNATION -  TP MARIE ET
 AH1835  PID         -  AH1835
 AH1835  STATE/COUNTY-  TX/GUADALUPE
 AH1835  USGS QUAD   -  NEW BERLIN (1957)
 AH1835
 AH1835                         *CURRENT SURVEY CONTROL
 AH1835  ___________________________________________________________________
 AH1835* NAD 83(1993)-  29 28 12.62765(N)    098 00 54.37590(W)     ADJUSTED  
 AH1835* NAVD 88     -       182.4    (meters)     598.     (feet)  VERTCON   
 AH1835  ___________________________________________________________________
 AH1835  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AH1835  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH1835
 AH1835  HORZ ORDER  -  THIRD
 AH1835
 AH1835.The horizontal coordinates were established by classical geodetic methods
 AH1835.and adjusted by the National Geodetic Survey in July 1998..
 AH1835
 AH1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1835
 AH1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1835
 AH1835.The geoid height was determined by GEOID03.
 AH1835
 AH1835;                    North         East     Units Scale Factor Converg.
 AH1835;SPC TXSC     - 4,181,807.501   695,515.709   MT  0.99986602   +0 28 57.0
 AH1835;SPC TXSC     -13,719,813.44  2,281,871.12   sFT  0.99986602   +0 28 57.0
 AH1835;UTM  14      - 3,260,482.546   595,493.870   MT  0.99971252   +0 29 04.5
 AH1835
 AH1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1835!SPC TXSC     -   0.99997544  x   0.99986602  =   0.99984147
 AH1835!UTM  14      -   0.99997544  x   0.99971252  =   0.99968797
 AH1835
 AH1835                          SUPERSEDED SURVEY CONTROL
 AH1835
 AH1835  NGVD 29 (07/28/98)  182.3    (m)          598.     (f) VERT ANG       
 AH1835
 AH1835.Superseded values are not recommended for survey control.
 AH1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1835.See file dsdata.txt to determine how the superseded data were derived.
 AH1835
 AH1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT9549460483(NAD 83)
 AH1835_MARKER: I = METAL ROD
 AH1835_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1835
 AH1835  HISTORY     - Date     Condition        Report By
 AH1835  HISTORY     - 1960     MONUMENTED       USGS
 AH1835  HISTORY     - 20030517 GOOD             USPSQD
 AH1835
 AH1835                          STATION DESCRIPTION
 AH1835
 AH1835'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1835'TURNING POINT, NEEDS NO DESCRIPTION.
 AH1835
 AH1835                          STATION RECOVERY (2003)
 AH1835
 AH1835'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AH1835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1836 ***********************************************************************
 AH1836  DESIGNATION -  TP OIL ET
 AH1836  PID         -  AH1836
 AH1836  STATE/COUNTY-  TX/LIVE OAK
 AH1836  USGS QUAD   -  LA VERNIA SW (1992)
 AH1836
 AH1836                         *CURRENT SURVEY CONTROL
 AH1836  ___________________________________________________________________
 AH1836* NAD 83(1993)-  29 21 28.96500(N)    098 11 44.30383(W)     ADJUSTED  
 AH1836* NAVD 88     -       182.4    (meters)     598.     (feet)  VERTCON   
 AH1836  ___________________________________________________________________
 AH1836  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AH1836  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AH1836
 AH1836  HORZ ORDER  -  THIRD
 AH1836
 AH1836.The horizontal coordinates were established by classical geodetic methods
 AH1836.and adjusted by the National Geodetic Survey in July 1998..
 AH1836
 AH1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1836
 AH1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1836
 AH1836.The geoid height was determined by GEOID03.
 AH1836
 AH1836;                    North         East     Units Scale Factor Converg.
 AH1836;SPC TXSC     - 4,169,246.929   678,093.051   MT  0.99986333   +0 23 38.6
 AH1836;SPC TXSC     -13,678,604.30  2,224,710.28   sFT  0.99986333   +0 23 38.6
 AH1836;UTM  14      - 3,247,923.779   578,074.441   MT  0.99967521   +0 23 39.7
 AH1836
 AH1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1836!SPC TXSC     -   0.99997542  x   0.99986333  =   0.99983875
 AH1836!UTM  14      -   0.99997542  x   0.99967521  =   0.99965064
 AH1836
 AH1836                          SUPERSEDED SURVEY CONTROL
 AH1836
 AH1836  NGVD 29 (07/28/98)  182.3    (m)          598.     (f) VERT ANG       
 AH1836
 AH1836.Superseded values are not recommended for survey control.
 AH1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1836.See file dsdata.txt to determine how the superseded data were derived.
 AH1836
 AH1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7807447924(NAD 83)
 AH1836_MARKER: I = METAL ROD
 AH1836_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1836
 AH1836  HISTORY     - Date     Condition        Report By
 AH1836  HISTORY     - 1960     MONUMENTED       USGS
 AH1836
 AH1836                          STATION DESCRIPTION
 AH1836
 AH1836'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1836'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1016 ***********************************************************************
 CD1016  DESIGNATION -  TP OUT
 CD1016  PID         -  CD1016
 CD1016  STATE/COUNTY-  TX/HUDSPETH
 CD1016  USGS QUAD   -  BEAN HILLS (1964)
 CD1016
 CD1016                         *CURRENT SURVEY CONTROL
 CD1016  ___________________________________________________________________
 CD1016* NAD 83(1993)-  31 14 10.10854(N)    105 03 31.34656(W)     ADJUSTED  
 CD1016* NAVD 88     -      1727.8    (meters)    5669.     (feet)  VERTCON   
 CD1016  ___________________________________________________________________
 CD1016  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 CD1016  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 CD1016
 CD1016  HORZ ORDER  -  THIRD
 CD1016
 CD1016.The horizontal coordinates were established by classical geodetic methods
 CD1016.and adjusted by the National Geodetic Survey in February 1996..
 CD1016
 CD1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1016
 CD1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1016
 CD1016.The geoid height was determined by GEOID03.
 CD1016
 CD1016;                    North         East     Units Scale Factor Converg.
 CD1016;SPC TX C     - 3,183,543.878   250,007.383   MT  0.99989010   -2 26 01.8
 CD1016;SPC TX C     -10,444,676.87    820,232.56   sFT  0.99989010   -2 26 01.8
 CD1016;UTM  13      - 3,455,774.281   494,409.296   MT  0.99960039   -0 01 49.6
 CD1016
 CD1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1016!SPC TX C     -   0.99973229  x   0.99989010  =   0.99962242
 CD1016!UTM  13      -   0.99973229  x   0.99960039  =   0.99933278
 CD1016
 CD1016:                Primary Azimuth Mark                     Grid Az
 CD1016:SPC TX C     -  TT 16 WM                                 010 57 50.2
 CD1016:UTM  13      -  TT 16 WM                                 008 33 38.0
 CD1016
 CD1016|---------------------------------------------------------------------|
 CD1016| PID    Reference Object                     Distance      Geod. Az  |
 CD1016|                                                           dddmmss.s |
 CD1016| CD1015 TT 16 WM                            APPROX. 2.7 KM 0083148.4 |
 CD1016|---------------------------------------------------------------------|
 CD1016
 CD1016                          SUPERSEDED SURVEY CONTROL
 CD1016
 CD1016  NAD 83(1986)-  31 14 10.10883(N)    105 03 31.34594(W) AD(       ) 3
 CD1016  NAD 27      -  31 14 09.64680(N)    105 03 29.53669(W) AD(       ) 3
 CD1016  NGVD 29 (07/19/86) 1727.2    (m)         5667.     (f) VERT ANG       
 CD1016
 CD1016.Superseded values are not recommended for survey control.
 CD1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1016.See file dsdata.txt to determine how the superseded data were derived.
 CD1016
 CD1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9440955774(NAD 83)
 CD1016_MARKER: W = UNMONUMENTED
 CD1016_SETTING: 0 = UNSPECIFIED SETTING
 CD1016
 CD1016  HISTORY     - Date     Condition        Report By
 CD1016  HISTORY     - 1963     MONUMENTED       USGS
 CD1016
 CD1016                          STATION DESCRIPTION
 CD1016
 CD1016'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CD1016'STATION NOT FOR PUBLIC DISTRIBUTION, AS IT WAS AN UNMARKED TURNING
 CD1016'POINT USED ONLY IN THE EXTENSION OF AN ELECTRONIC TRAVERSE CIRCUIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1837 ***********************************************************************
 AH1837  DESIGNATION -  TP PEGGY ECCENTRIC ET
 AH1837  PID         -  AH1837
 AH1837  STATE/COUNTY-  TX/LIVE OAK
 AH1837  USGS QUAD   -  PEGGY (1984)
 AH1837
 AH1837                         *CURRENT SURVEY CONTROL
 AH1837  ___________________________________________________________________
 AH1837* NAD 83(1993)-  28 44 41.11217(N)    098 14 28.85440(W)     ADJUSTED  
 AH1837* NAVD 88     -       122.8    (meters)     403.     (feet)  VERTCON   
 AH1837  ___________________________________________________________________
 AH1837  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AH1837  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AH1837
 AH1837  HORZ ORDER  -  THIRD
 AH1837
 AH1837.The horizontal coordinates were established by classical geodetic methods
 AH1837.and adjusted by the National Geodetic Survey in July 1998..
 AH1837
 AH1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1837
 AH1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1837
 AH1837.The geoid height was determined by GEOID03.
 AH1837
 AH1837;                    North         East     Units Scale Factor Converg.
 AH1837;SPC TXSC     - 4,101,251.590   674,096.300   MT  0.99991590   +0 22 18.0
 AH1837;SPC TXSC     -13,455,522.92  2,211,597.61   sFT  0.99991590   +0 22 18.0
 AH1837;UTM  14      - 3,179,942.865   574,074.582   MT  0.99966771   +0 21 53.5
 AH1837
 AH1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1837!SPC TXSC     -   0.99998478  x   0.99991590  =   0.99990069
 AH1837!UTM  14      -   0.99998478  x   0.99966771  =   0.99965250
 AH1837
 AH1837                          SUPERSEDED SURVEY CONTROL
 AH1837
 AH1837  NGVD 29 (07/28/98)  122.8    (m)          403.     (f) VERT ANG       
 AH1837
 AH1837.Superseded values are not recommended for survey control.
 AH1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1837.See file dsdata.txt to determine how the superseded data were derived.
 AH1837
 AH1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS7407579943(NAD 83)
 AH1837_MARKER: I = METAL ROD
 AH1837_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1837
 AH1837  HISTORY     - Date     Condition        Report By
 AH1837  HISTORY     - 1960     MONUMENTED       USGS
 AH1837
 AH1837                          STATION DESCRIPTION
 AH1837
 AH1837'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1837'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1384 ***********************************************************************
 AJ1384  DESIGNATION -  TP RAD
 AJ1384  PID         -  AJ1384
 AJ1384  STATE/COUNTY-  TX/WEBB
 AJ1384  USGS QUAD   -  ORVIL (1980)
 AJ1384
 AJ1384                         *CURRENT SURVEY CONTROL
 AJ1384  ___________________________________________________________________
 AJ1384* NAD 83(1993)-  27 38 09.25652(N)    099 22 42.30654(W)     ADJUSTED  
 AJ1384* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 AJ1384  ___________________________________________________________________
 AJ1384  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AJ1384  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AJ1384
 AJ1384  HORZ ORDER  -  THIRD
 AJ1384
 AJ1384.The horizontal coordinates were established by classical geodetic methods
 AJ1384.and adjusted by the National Geodetic Survey in February 1996..
 AJ1384
 AJ1384.The orthometric height was scaled from a topographic map.
 AJ1384
 AJ1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1384
 AJ1384.The geoid height was determined by GEOID03.
 AJ1384
 AJ1384;                    North         East     Units Scale Factor Converg.
 AJ1384;SPC TX S     - 5,218,481.296   213,312.964   MT  0.99995597   -0 23 55.7
 AJ1384;SPC TX S     -17,120,967.39    699,844.28   sFT  0.99995597   -0 23 55.7
 AJ1384;UTM  14      - 3,056,927.907   462,668.476   MT  0.99961720   -0 10 31.9
 AJ1384
 AJ1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1384!SPC TX S     -   0.99997443  x   0.99995597  =   0.99993040
 AJ1384!UTM  14      -   0.99997443  x   0.99961720  =   0.99959164
 AJ1384
 AJ1384:                Primary Azimuth Mark                     Grid Az
 AJ1384:SPC TX S     -  TP KIRK                                  105 15 37.5
 AJ1384:UTM  14      -  TP KIRK                                  105 02 13.7
 AJ1384
 AJ1384|---------------------------------------------------------------------|
 AJ1384| PID    Reference Object                     Distance      Geod. Az  |
 AJ1384|                                                           dddmmss.s |
 AJ1384| AJ1373 TP KIRK                             APPROX. 9.9 KM 1045141.8 |
 AJ1384|---------------------------------------------------------------------|
 AJ1384
 AJ1384                          SUPERSEDED SURVEY CONTROL
 AJ1384
 AJ1384  NAD 83(1986)-  27 38 09.25483(N)    099 22 42.28079(W) AD(       ) 3
 AJ1384  NAD 27      -  27 38 08.20800(N)    099 22 41.14944(W) AD(       ) 3
 AJ1384
 AJ1384.Superseded values are not recommended for survey control.
 AJ1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1384.See file dsdata.txt to determine how the superseded data were derived.
 AJ1384
 AJ1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6266856928(NAD 83)
 AJ1384_MARKER: W = UNMONUMENTED
 AJ1384_SETTING: 0 = UNSPECIFIED SETTING
 AJ1384
 AJ1384  HISTORY     - Date     Condition        Report By
 AJ1384  HISTORY     - 1965     MONUMENTED       USGS
 AJ1384
 AJ1384                          STATION DESCRIPTION
 AJ1384
 AJ1384'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ1384'NON-MONUMENTED TURNING POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1838 ***********************************************************************
 AH1838  DESIGNATION -  TP RIDGE
 AH1838  PID         -  AH1838
 AH1838  STATE/COUNTY-  TX/KARNES
 AH1838  USGS QUAD   -  KENEDY (1987)
 AH1838
 AH1838                         *CURRENT SURVEY CONTROL
 AH1838  ___________________________________________________________________
 AH1838* NAD 83(1993)-  28 48 08.13367(N)    097 46 29.58813(W)     ADJUSTED  
 AH1838* NAVD 88     -       120.4    (meters)     395.     (feet)  VERTCON   
 AH1838  ___________________________________________________________________
 AH1838  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AH1838  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH1838
 AH1838  HORZ ORDER  -  THIRD
 AH1838
 AH1838.The horizontal coordinates were established by classical geodetic methods
 AH1838.and adjusted by the National Geodetic Survey in July 1998..
 AH1838
 AH1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1838
 AH1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1838
 AH1838.The geoid height was determined by GEOID03.
 AH1838
 AH1838;                    North         East     Units Scale Factor Converg.
 AH1838;SPC TXSC     - 4,108,010.566   719,586.883   MT  0.99990614   +0 36 00.7
 AH1838;SPC TXSC     -13,477,698.00  2,360,844.63   sFT  0.99990614   +0 36 00.7
 AH1838;UTM  14      - 3,186,693.853   619,557.372   MT  0.99977640   +0 35 25.1
 AH1838
 AH1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1838!SPC TXSC     -   0.99998528  x   0.99990614  =   0.99989143
 AH1838!UTM  14      -   0.99998528  x   0.99977640  =   0.99976169
 AH1838
 AH1838                          SUPERSEDED SURVEY CONTROL
 AH1838
 AH1838  NGVD 29 (07/28/98)  120.4    (m)          395.     (f) VERT ANG       
 AH1838
 AH1838.Superseded values are not recommended for survey control.
 AH1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1838.See file dsdata.txt to determine how the superseded data were derived.
 AH1838
 AH1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1955786694(NAD 83)
 AH1838_MARKER: I = METAL ROD
 AH1838_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1838
 AH1838  HISTORY     - Date     Condition        Report By
 AH1838  HISTORY     - 1960     MONUMENTED       USGS
 AH1838
 AH1838                          STATION DESCRIPTION
 AH1838
 AH1838'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1838'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1839 ***********************************************************************
 AH1839  DESIGNATION -  TP SMITH
 AH1839  PID         -  AH1839
 AH1839  STATE/COUNTY-  TX/DE WITT
 AH1839  USGS QUAD   -  RUNGE (1987)
 AH1839
 AH1839                         *CURRENT SURVEY CONTROL
 AH1839  ___________________________________________________________________
 AH1839* NAD 83(1993)-  28 59 26.37528(N)    097 40 03.79317(W)     ADJUSTED  
 AH1839* NAVD 88     -       141.6    (meters)     465.     (feet)  VERTCON   
 AH1839  ___________________________________________________________________
 AH1839  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AH1839  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AH1839
 AH1839  HORZ ORDER  -  THIRD
 AH1839
 AH1839.The horizontal coordinates were established by classical geodetic methods
 AH1839.and adjusted by the National Geodetic Survey in July 1998..
 AH1839
 AH1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1839
 AH1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1839
 AH1839.The geoid height was determined by GEOID03.
 AH1839
 AH1839;                    North         East     Units Scale Factor Converg.
 AH1839;SPC TXSC     - 4,129,002.532   729,809.311   MT  0.99988117   +0 39 09.7
 AH1839;SPC TXSC     -13,546,569.14  2,394,382.71   sFT  0.99988117   +0 39 09.7
 AH1839;UTM  14      - 3,207,682.195   629,781.861   MT  0.99980785   +0 38 44.9
 AH1839
 AH1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1839!SPC TXSC     -   0.99998195  x   0.99988117  =   0.99986313
 AH1839!UTM  14      -   0.99998195  x   0.99980785  =   0.99978981
 AH1839
 AH1839                          SUPERSEDED SURVEY CONTROL
 AH1839
 AH1839  NGVD 29 (07/28/98)  141.6    (m)          465.     (f) VERT ANG       
 AH1839
 AH1839.Superseded values are not recommended for survey control.
 AH1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1839.See file dsdata.txt to determine how the superseded data were derived.
 AH1839
 AH1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT2978207682(NAD 83)
 AH1839_MARKER: I = METAL ROD
 AH1839_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1839
 AH1839  HISTORY     - Date     Condition        Report By
 AH1839  HISTORY     - 1960     MONUMENTED       USGS
 AH1839
 AH1839                          STATION DESCRIPTION
 AH1839
 AH1839'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1839'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1498 ***********************************************************************
 DN1498  DESIGNATION -  TP SUNSET
 DN1498  PID         -  DN1498
 DN1498  STATE/COUNTY-  TX/MONTAGUE
 DN1498  USGS QUAD   -  SUNSET (1978)
 DN1498
 DN1498                         *CURRENT SURVEY CONTROL
 DN1498  ___________________________________________________________________
 DN1498* NAD 83(1993)-  33 27 27.48674(N)    097 46 02.95563(W)     ADJUSTED  
 DN1498* NAVD 88     -       304.0    (meters)     997.     (feet)  VERTCON   
 DN1498  ___________________________________________________________________
 DN1498  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 DN1498  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DN1498
 DN1498  HORZ ORDER  -  THIRD
 DN1498
 DN1498.The horizontal coordinates were established by classical geodetic methods
 DN1498.and adjusted by the National Geodetic Survey in February 1996..
 DN1498
 DN1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1498
 DN1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1498
 DN1498.The geoid height was determined by GEOID03.
 DN1498
 DN1498;                    North         East     Units Scale Factor Converg.
 DN1498;SPC TXNC     - 2,198,839.859   668,092.525   MT  0.99989765   +0 23 58.2
 DN1498;SPC TXNC     - 7,214,027.10  2,191,900.23   sFT  0.99989765   +0 23 58.2
 DN1498;UTM  14      - 3,702,701.569   614,541.596   MT  0.99976175   +0 40 46.5
 DN1498
 DN1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1498!SPC TXNC     -   0.99995650  x   0.99989765  =   0.99985415
 DN1498!UTM  14      -   0.99995650  x   0.99976175  =   0.99971826
 DN1498
 DN1498                          SUPERSEDED SURVEY CONTROL
 DN1498
 DN1498  NAD 83(1993)-  33 27 27.48896(N)    097 46 02.95304(W) AD(       ) 3
 DN1498  NAD 83(1986)-  33 27 27.49090(N)    097 46 02.94180(W) AD(       ) 3
 DN1498  NGVD 29 (07/26/91)  303.9    (m)          997.     (f) VERT ANG       
 DN1498
 DN1498.Superseded values are not recommended for survey control.
 DN1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1498.See file dsdata.txt to determine how the superseded data were derived.
 DN1498
 DN1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1454202702(NAD 83)
 DN1498_MARKER: Z = SEE DESCRIPTION
 DN1498_SETTING: 0 = UNSPECIFIED SETTING
 DN1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1498
 DN1498  HISTORY     - Date     Condition        Report By
 DN1498  HISTORY     - 1958     MONUMENTED       USGS
 DN1498  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN1498
 DN1498                          STATION DESCRIPTION
 DN1498
 DN1498'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1498'UNMARKED TURNING POINT.
 DN1498
 DN1498                          STATION RECOVERY (1996)
 DN1498
 DN1498'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1840 ***********************************************************************
 AH1840  DESIGNATION -  TP THORN ET
 AH1840  PID         -  AH1840
 AH1840  STATE/COUNTY-  TX/WILSON
 AH1840  USGS QUAD   -  MARCELINAS HILLS (1961)
 AH1840
 AH1840                         *CURRENT SURVEY CONTROL
 AH1840  ___________________________________________________________________
 AH1840* NAD 83(1993)-  29 10 30.41348(N)    098 06 55.09768(W)     ADJUSTED  
 AH1840* NAVD 88     -       172.3    (meters)     565.     (feet)  VERTCON   
 AH1840  ___________________________________________________________________
 AH1840  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AH1840  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AH1840
 AH1840  HORZ ORDER  -  THIRD
 AH1840
 AH1840.The horizontal coordinates were established by classical geodetic methods
 AH1840.and adjusted by the National Geodetic Survey in July 1998..
 AH1840
 AH1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1840
 AH1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1840
 AH1840.The geoid height was determined by GEOID03.
 AH1840
 AH1840;                    North         East     Units Scale Factor Converg.
 AH1840;SPC TXSC     - 4,149,030.479   686,045.771   MT  0.99986711   +0 26 00.3
 AH1840;SPC TXSC     -13,612,277.50  2,250,801.83   sFT  0.99986711   +0 26 00.3
 AH1840;UTM  14      - 3,227,710.872   586,025.412   MT  0.99969132   +0 25 52.7
 AH1840
 AH1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1840!SPC TXSC     -   0.99997698  x   0.99986711  =   0.99984410
 AH1840!UTM  14      -   0.99997698  x   0.99969132  =   0.99966831
 AH1840
 AH1840                          SUPERSEDED SURVEY CONTROL
 AH1840
 AH1840  NGVD 29 (07/28/98)  172.2    (m)          565.     (f) VERT ANG       
 AH1840
 AH1840.Superseded values are not recommended for survey control.
 AH1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1840.See file dsdata.txt to determine how the superseded data were derived.
 AH1840
 AH1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8602527711(NAD 83)
 AH1840_MARKER: I = METAL ROD
 AH1840_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1840
 AH1840  HISTORY     - Date     Condition        Report By
 AH1840  HISTORY     - 1960     MONUMENTED       USGS
 AH1840  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AH1840
 AH1840                          STATION DESCRIPTION
 AH1840
 AH1840'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1840'TURNING POINT, NEEDS NO DESCRIPTION.
 AH1840
 AH1840                          STATION RECOVERY (2003)
 AH1840
 AH1840'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AH1840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1374 ***********************************************************************
 AJ1374  DESIGNATION -  TP TOP
 AJ1374  PID         -  AJ1374
 AJ1374  STATE/COUNTY-  TX/WEBB
 AJ1374  USGS QUAD   -  TIOS CREEK (1965)
 AJ1374
 AJ1374                         *CURRENT SURVEY CONTROL
 AJ1374  ___________________________________________________________________
 AJ1374* NAD 83(1993)-  27 33 05.44351(N)    099 18 38.41047(W)     ADJUSTED  
 AJ1374* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 AJ1374  ___________________________________________________________________
 AJ1374  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AJ1374  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AJ1374
 AJ1374  HORZ ORDER  -  THIRD
 AJ1374
 AJ1374.The horizontal coordinates were established by classical geodetic methods
 AJ1374.and adjusted by the National Geodetic Survey in February 1996..
 AJ1374
 AJ1374.The orthometric height was scaled from a topographic map.
 AJ1374
 AJ1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1374
 AJ1374.The geoid height was determined by GEOID03.
 AJ1374
 AJ1374;                    North         East     Units Scale Factor Converg.
 AJ1374;SPC TX S     - 5,209,085.451   219,938.624   MT  0.99994077   -0 22 05.0
 AJ1374;SPC TX S     -17,090,141.18    721,581.97   sFT  0.99994077   -0 22 05.0
 AJ1374;UTM  14      - 3,047,561.145   469,328.566   MT  0.99961161   -0 08 37.3
 AJ1374
 AJ1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1374!SPC TX S     -   0.99997397  x   0.99994077  =   0.99991474
 AJ1374!UTM  14      -   0.99997397  x   0.99961161  =   0.99958559
 AJ1374
 AJ1374:                Primary Azimuth Mark                     Grid Az
 AJ1374:SPC TX S     -  TAYLOR                                   227 22 27.7
 AJ1374:UTM  14      -  TAYLOR                                   227 09 00.0
 AJ1374
 AJ1374|---------------------------------------------------------------------|
 AJ1374| PID    Reference Object                     Distance      Geod. Az  |
 AJ1374|                                                           dddmmss.s |
 AJ1374| AJ1370 TAYLOR                              APPROX. 6.1 KM 2270022.7 |
 AJ1374|---------------------------------------------------------------------|
 AJ1374
 AJ1374                          SUPERSEDED SURVEY CONTROL
 AJ1374
 AJ1374  NAD 83(1986)-  27 33 05.44189(N)    099 18 38.38371(W) AD(       ) 3
 AJ1374  NAD 27      -  27 33 04.38582(N)    099 18 37.25795(W) AD(       ) 3
 AJ1374
 AJ1374.Superseded values are not recommended for survey control.
 AJ1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1374.See file dsdata.txt to determine how the superseded data were derived.
 AJ1374
 AJ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6932947561(NAD 83)
 AJ1374_MARKER: W = UNMONUMENTED
 AJ1374_SETTING: 0 = UNSPECIFIED SETTING
 AJ1374
 AJ1374  HISTORY     - Date     Condition        Report By
 AJ1374  HISTORY     - 1965     MONUMENTED       USGS
 AJ1374
 AJ1374                          STATION DESCRIPTION
 AJ1374
 AJ1374'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ1374'NON-MONUMENTED TURNING POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1841 ***********************************************************************
 AH1841  DESIGNATION -  TP WASH ET
 AH1841  PID         -  AH1841
 AH1841  STATE/COUNTY-  TX/GUADALUPE
 AH1841  USGS QUAD   -  THOMAS SPRINGS (1987)
 AH1841
 AH1841                         *CURRENT SURVEY CONTROL
 AH1841  ___________________________________________________________________
 AH1841* NAD 83(1993)-  29 26 33.67720(N)    097 56 57.42682(W)     ADJUSTED  
 AH1841* NAVD 88     -       192.4    (meters)     631.     (feet)  VERTCON   
 AH1841  ___________________________________________________________________
 AH1841  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AH1841  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH1841
 AH1841  HORZ ORDER  -  THIRD
 AH1841
 AH1841.The horizontal coordinates were established by classical geodetic methods
 AH1841.and adjusted by the National Geodetic Survey in July 1998..
 AH1841
 AH1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1841
 AH1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1841
 AH1841.The geoid height was determined by GEOID03.
 AH1841
 AH1841;                    North         East     Units Scale Factor Converg.
 AH1841;SPC TXSC     - 4,178,816.919   701,926.092   MT  0.99986501   +0 30 53.1
 AH1841;SPC TXSC     -13,710,001.84  2,302,902.52   sFT  0.99986501   +0 30 53.1
 AH1841;UTM  14      - 3,257,492.613   601,903.421   MT  0.99972813   +0 30 59.5
 AH1841
 AH1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1841!SPC TXSC     -   0.99997387  x   0.99986501  =   0.99983889
 AH1841!UTM  14      -   0.99997387  x   0.99972813  =   0.99970201
 AH1841
 AH1841                          SUPERSEDED SURVEY CONTROL
 AH1841
 AH1841  NGVD 29 (07/28/98)  192.3    (m)          631.     (f) VERT ANG       
 AH1841
 AH1841.Superseded values are not recommended for survey control.
 AH1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1841.See file dsdata.txt to determine how the superseded data were derived.
 AH1841
 AH1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0190357493(NAD 83)
 AH1841_MARKER: I = METAL ROD
 AH1841_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1841
 AH1841  HISTORY     - Date     Condition        Report By
 AH1841  HISTORY     - 1960     MONUMENTED       USGS
 AH1841  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AH1841
 AH1841                          STATION DESCRIPTION
 AH1841
 AH1841'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1841'TURNING POINT, NEEDS NO DESCRIPTION.
 AH1841
 AH1841                          STATION RECOVERY (2003)
 AH1841
 AH1841'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AH1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1846 ***********************************************************************
 AH1846  DESIGNATION -  TPL A
 AH1846  PID         -  AH1846
 AH1846  STATE/COUNTY-  TX/BELL
 AH1846  USGS QUAD   -  MOFFAT (1993)
 AH1846
 AH1846                         *CURRENT SURVEY CONTROL
 AH1846  ___________________________________________________________________
 AH1846* NAD 83(1993)-  31 09 09.37614(N)    097 24 28.07446(W)     ADJUSTED  
 AH1846* NAVD 88     -       204.1    (meters)     670.     (feet)  GPS OBS   
 AH1846  ___________________________________________________________________
 AH1846  X           -    -704,400.461 (meters)                     COMP
 AH1846  Y           -  -5,417,809.492 (meters)                     COMP
 AH1846  Z           -   3,280,476.171 (meters)                     COMP
 AH1846  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AH1846  ELLIP HEIGHT-         176.95  (meters)          (09/25/01) GPS OBS
 AH1846  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AH1846
 AH1846  HORZ ORDER  -  B
 AH1846  ELLP ORDER  -  SECOND    CLASS I
 AH1846
 AH1846.The horizontal coordinates were established by GPS observations
 AH1846.and adjusted by the National Geodetic Survey in August 1998..
 AH1846
 AH1846.The orthometric height was determined by GPS observations and a
 AH1846.high-resolution geoid model.
 AH1846
 AH1846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1846
 AH1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1846
 AH1846.The ellipsoidal height was determined by GPS observations
 AH1846.and is referenced to NAD 83.
 AH1846
 AH1846.The geoid height was determined by GEOID03.
 AH1846
 AH1846;                    North         East     Units Scale Factor Converg.
 AH1846;SPC TX C     - 3,168,391.482   978,890.947   MT  0.99988521   +1 30 24.6
 AH1846;SPC TX C     -10,394,964.39  3,211,578.05   sFT  0.99988521   +1 30 24.6
 AH1846;UTM  14      - 3,447,605.615   651,767.759   MT  0.99988412   +0 49 25.8
 AH1846
 AH1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1846!SPC TX C     -   0.99997221  x   0.99988521  =   0.99985743
 AH1846!UTM  14      -   0.99997221  x   0.99988412  =   0.99985634
 AH1846
 AH1846:                Primary Azimuth Mark                     Grid Az
 AH1846:SPC TX C     -  TPL AP STA C                             167 06 04.2
 AH1846:UTM  14      -  TPL AP STA C                             167 47 03.0
 AH1846
 AH1846|---------------------------------------------------------------------|
 AH1846| PID    Reference Object                     Distance      Geod. Az  |
 AH1846|                                                           dddmmss.s |
 AH1846| AB7889 TPL AP STA C                        APPROX. 1.0 KM 1683628.8 |
 AH1846| BZ0811 W 238                               476.155 METERS 2223729.0 |
 AH1846|---------------------------------------------------------------------|
 AH1846
 AH1846                          SUPERSEDED SURVEY CONTROL
 AH1846
 AH1846  ELLIP H (08/21/98)  177.06   (m)                       GP(       ) 2 1
 AH1846
 AH1846.Superseded values are not recommended for survey control.
 AH1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1846.See file dsdata.txt to determine how the superseded data were derived.
 AH1846
 AH1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5176847606(NAD 83)
 AH1846_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1846_SETTING: 66 = SET IN ROCK OUTCROP
 AH1846_STAMPING: TPL A 1998
 AH1846_MARK LOGO: NGS   
 AH1846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1846+STABILITY: POSITION/ELEVATION WELL
 AH1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1846+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH1846
 AH1846  HISTORY     - Date     Condition        Report By
 AH1846  HISTORY     - 1998     MONUMENTED       NGS
 AH1846  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AH1846
 AH1846                          STATION DESCRIPTION
 AH1846
 AH1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (ED)
 AH1846'LOCATED MID FIELD AT DRAUGHN-MILLER AIRPORT.  5.6 MILES (9.0 KM)
 AH1846'NORTHWEST TEMPLE, BELL COUNTY.THE AIRPORT MANAGER IS SHARON
 AH1846'ROSTOVICH,PHONE NUMBER IS 817-770-5770.  THE MANAGER NEEDS 24 HOURS
 AH1846'NOTICE PRIOR TO STATION OCCUPATION.  TO REACH FROM THE OPERATIONS
 AH1846'BUILDING AT THE AIRPORT, GO THRU GATE AND TRAVEL FOR .1 MI (0.2 KM)
 AH1846'CROSS APRON/RAMP TO TWY.  A,TURN RT ON TWY AND TRAVEL FOR .15 MI (0.24
 AH1846'KM) ON TWY A TO TWY C, TURN RT ON TWY C AND TRAVEL FOR .15 MI (0.24
 AH1846'KM) CROSSING RWY 15/33 TO THE FOURTH TWY LIGHT ON THE RT,TURN RT AT
 AH1846'TWY LIGHT AND TRAVEL .1 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE
 AH1846'STATION IS A HORIZONTAL CONTROL DISK SET IN A ROCK OUTCROP.THE ROCK
 AH1846'OUTCROP PROJECTS 3.5 CM ABOVE GROUND.THE STATION IS 357.6 FT (109.0 M)
 AH1846'WNW OF CL OF RWY 2/20, 498.7 FT (152.0 M) ENE CL OF RWY 15/33, AND
 AH1846'468.3 FT (142.7 M) SSE CL OF TWY C.  THIS IS THE PRIMARY AIRPORT
 AH1846'CONTROL STATION.
 AH1846
 AH1846                          STATION RECOVERY (2001)
 AH1846
 AH1846'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 AH1846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7889 ***********************************************************************
 AB7889  SACS        -  This is a Secondary Airport Control Station.
 AB7889  DESIGNATION -  TPL AP STA C
 AB7889  PID         -  AB7889
 AB7889  STATE/COUNTY-  TX/BELL
 AB7889  USGS QUAD   -  MOFFAT (1993)
 AB7889
 AB7889                         *CURRENT SURVEY CONTROL
 AB7889  ___________________________________________________________________
 AB7889* NAD 83(1993)-  31 08 36.90608(N)    097 24 20.46791(W)     ADJUSTED  
 AB7889* NAVD 88     -       203.68   (meters)     668.2    (feet)  GPS OBS   
 AB7889  ___________________________________________________________________
 AB7889  X           -    -704,267.292 (meters)                     COMP
 AB7889  Y           -  -5,418,348.072 (meters)                     COMP
 AB7889  Z           -   3,279,620.097 (meters)                     COMP
 AB7889  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AB7889  ELLIP HEIGHT-         176.54  (meters)          (12/18/01) GPS OBS
 AB7889  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AB7889
 AB7889  HORZ ORDER  -  FIRST
 AB7889  ELLP ORDER  -  FOURTH    CLASS II
 AB7889
 AB7889.This mark is at Draughon-Miller Muni (TPL) Airport (TPL)
 AB7889
 AB7889.The horizontal coordinates were established by GPS observations
 AB7889.and adjusted by the National Geodetic Survey in August 1998..
 AB7889
 AB7889.The orthometric height was determined by GPS observations and a
 AB7889.high-resolution geoid model.
 AB7889
 AB7889.GPS derived orthometric heights for airport stations designated as
 AB7889.PACS or SACS are published to 2 decimal places.  This maintains
 AB7889.centimeter relative accuracy between the PACS and SACS.  It does
 AB7889.not indicate centimeter accuracy relative to other marks which are
 AB7889.part of the NAVD 88 network.
 AB7889
 AB7889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7889
 AB7889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7889
 AB7889.The ellipsoidal height was determined by GPS observations
 AB7889.and is referenced to NAD 83.
 AB7889
 AB7889.The geoid height was determined by GEOID03.
 AB7889
 AB7889;                    North         East     Units Scale Factor Converg.
 AB7889;SPC TX C     - 3,167,397.236   979,118.638   MT  0.99988481   +1 30 28.5
 AB7889;SPC TX C     -10,391,702.43  3,212,325.06   sFT  0.99988481   +1 30 28.5
 AB7889;UTM  14      - 3,446,608.726   651,983.580   MT  0.99988492   +0 49 29.0
 AB7889
 AB7889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7889!SPC TX C     -   0.99997228  x   0.99988481  =   0.99985709
 AB7889!UTM  14      -   0.99997228  x   0.99988492  =   0.99985720
 AB7889
 AB7889:                Primary Azimuth Mark                     Grid Az
 AB7889:SPC TX C     -  TPL A                                    347 06 04.2
 AB7889:UTM  14      -  TPL A                                    347 47 03.7
 AB7889
 AB7889|---------------------------------------------------------------------|
 AB7889| PID    Reference Object                     Distance      Geod. Az  |
 AB7889|                                                           dddmmss.s |
 AB7889| AH1846 TPL A                               APPROX. 1.0 KM 3483632.7 |
 AB7889|---------------------------------------------------------------------|
 AB7889
 AB7889                          SUPERSEDED SURVEY CONTROL
 AB7889
 AB7889  ELLIP H (07/24/01)  176.53   (m)                       GP(       ) 4 2
 AB7889  ELLIP H (08/21/98)  176.65   (m)                       GP(       ) 4 2
 AB7889  NAD 83(1993)-  31 08 36.90581(N)    097 24 20.46761(W) AD(       ) 1
 AB7889  ELLIP H (11/18/96)  176.60   (m)                       GP(       ) 4 1
 AB7889
 AB7889.Superseded values are not recommended for survey control.
 AB7889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7889.See file dsdata.txt to determine how the superseded data were derived.
 AB7889
 AB7889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5198446609(NAD 83)
 AB7889_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7889_STAMPING: AP 1968 STA C
 AB7889_MARK LOGO: CGS   
 AB7889_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7889+STABILITY: SURFACE MOTION
 AB7889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7889+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1998
 AB7889
 AB7889  HISTORY     - Date     Condition        Report By
 AB7889  HISTORY     - 1968     MONUMENTED       CGS
 AB7889  HISTORY     - 19860615 GOOD             NGS
 AB7889  HISTORY     - 19950213 GOOD             NGS
 AB7889  HISTORY     - 19980618 GOOD             NGS
 AB7889  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AB7889
 AB7889                          STATION DESCRIPTION
 AB7889
 AB7889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AB7889'THE STATION IS LOCATED NEAR RUNWAY END 33, 177.4 FT (54.1 M) SE OF THE
 AB7889'1ST RUNWAY LIGHT NW OF END 33, 150.0 FT (45.7 M) NE OF THE CENTERLINE
 AB7889'END OF THE RUNWAY, 75.0 FT (22.9 M) NE OF THE NE END OF THE RUNWAY AND
 AB7889'24.0 FT (7.3 M) NW OF THE REIL ON THE EAST SIDE OF THE RUNWAY END.
 AB7889'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1968 STA C AND
 AB7889'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AB7889
 AB7889                          STATION RECOVERY (1995)
 AB7889
 AB7889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7889'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF TEMPLE AT THE
 AB7889'DRAUGHON-MILLER MUNICIPAL AIRPORT, ALONG THE NORTHEAST SIDE OF RUNWAY
 AB7889'END 33 AT THE SOUTHEAST AREA OF THE AIRFIELD.  OWNERSHIP--CITY OF
 AB7889'TEMPLE, ROUTE 5 BOX 158F, TEMPLE, TX 76501.  AIRPORT MANAGER IS SHARON
 AB7889'ROSTOVICH.  PHONE 817-770-5770.  CONTACT HER ONE DAY IN ADVANCE TO
 AB7889'ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE JUNCTION OF
 AB7889'INTERSTATE HIGHWAY 35, U.S.  HIGHWAY 190, STATE LOOP HIGHWAY 363 AND
 AB7889'STATE HIGHWAY 36 IN TEMPLE, GO NORTH ON HIGHWAYS 363 AND 36 FOR 3.54
 AB7889'KM (2.20 MI) TO THE JUNCTION OF HIGHWAY 53.  TURN LEFT, NORTHWEST, ON
 AB7889'HIGHWAY 36 FOR 4.26 KM (2.65 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 AB7889'RIGHT.  TURN RIGHT, EAST, ON ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO
 AB7889'THE AIRPORT TERMINAL.  SECURITY WILL ESCORT YOU FROM HERE.  STATION IS
 AB7889'SET IN THE TOP OF 25 CM SQUARE CONCRETE POST SET FLUSH WITH THE
 AB7889'GROUND.  IT IS 54.1 M (177.5 FT) SOUTHEAST OF THE FIRST RUNWAY LIGHT
 AB7889'NORTHWEST OF RUNWAY END 33, 45.7 M (149.9 FT) NORTHEAST OF THE CENTER
 AB7889'OF THE RUNWAY END, 22.9 M (75.1 FT) NORTHEAST OF THE EAST CORNER OF
 AB7889'THE RUNWAY END, AND 7.6 M (24.9 FT) NORTHWEST OF THE REIL ON THE EAST
 AB7889'SIDE OF THE RUNWAY END.  DESCRIBED BY D.G. AUG
 AB7889
 AB7889                          STATION RECOVERY (1998)
 AB7889
 AB7889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (LJL)
 AB7889'RECOVERED AS DESCRIBED.
 AB7889
 AB7889                          STATION RECOVERY (2001)
 AB7889
 AB7889'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 AB7889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1622 ***********************************************************************
 FL1622  DESIGNATION -  TRACK
 FL1622  PID         -  FL1622
 FL1622  STATE/COUNTY-  TX/HUTCHINSON
 FL1622  USGS QUAD   -  ADOBE CREEK (1971)
 FL1622
 FL1622                         *CURRENT SURVEY CONTROL
 FL1622  ___________________________________________________________________
 FL1622* NAD 83(1993)-  35 53 47.93929(N)    101 08 49.50227(W)     ADJUSTED  
 FL1622* NAVD 88     -       848.     (meters)    2782.     (feet)  SCALED    
 FL1622  ___________________________________________________________________
 FL1622  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FL1622  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FL1622
 FL1622  HORZ ORDER  -  FIRST
 FL1622
 FL1622.The horizontal coordinates were established by classical geodetic methods
 FL1622.and adjusted by the National Geodetic Survey in February 1996..
 FL1622
 FL1622.The orthometric height was scaled from a topographic map.
 FL1622
 FL1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1622
 FL1622.The geoid height was determined by GEOID03.
 FL1622
 FL1622;                    North         East     Units Scale Factor Converg.
 FL1622;SPC TX N     - 1,210,468.333   231,859.880   MT  0.99994570   +0 12 16.3
 FL1622;SPC TX N     - 3,971,344.86    760,693.62   sFT  0.99994570   +0 12 16.3
 FL1622;UTM  14      - 3,974,614.908   306,221.957   MT  1.00006271   -1 15 33.4
 FL1622
 FL1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1622!SPC TX N     -   0.99987114  x   0.99994570  =   0.99981684
 FL1622!UTM  14      -   0.99987114  x   1.00006271  =   0.99993384
 FL1622
 FL1622|---------------------------------------------------------------------|
 FL1622| PID    Reference Object                     Distance      Geod. Az  |
 FL1622|                                                           dddmmss.s |
 FL1622| CJ8665 TRACK RM 1                           16.241 METERS 21306     |
 FL1622| CJ8664 TRACK AZ MK                                        2561517.0 |
 FL1622| CJ8666 TRACK RM 2                           16.518 METERS 32222     |
 FL1622|---------------------------------------------------------------------|
 FL1622
 FL1622                          SUPERSEDED SURVEY CONTROL
 FL1622
 FL1622  NAD 83(1993)-  35 53 47.93972(N)    101 08 49.50163(W) AD(       ) 1
 FL1622  NAD 83(1986)-  35 53 47.94665(N)    101 08 49.49038(W) AD(       ) 1
 FL1622  NAD 27      -  35 53 47.80700(N)    101 08 47.92800(W) AD(       ) 1
 FL1622
 FL1622.Superseded values are not recommended for survey control.
 FL1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1622.See file dsdata.txt to determine how the superseded data were derived.
 FL1622
 FL1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0622274615(NAD 83)
 FL1622_MARKER: DS = TRIANGULATION STATION DISK
 FL1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1622
 FL1622  HISTORY     - Date     Condition        Report By
 FL1622  HISTORY     - 1951     MONUMENTED       CGS
 FL1622
 FL1622                          STATION DESCRIPTION
 FL1622
 FL1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1622'THE STATION IS APPROXIMATELY 19 MILES EAST-NORTHEAST OF
 FL1622'STINNETT, 2.5 MILES SOUTHEAST OF THE TURKEY TRACK RANCH
 FL1622'HEADQUARTERS, 1.25 MILES EAST OF THE ADOBE WALLS BATTLE
 FL1622'MONUMENT, AND 1 MILE NORTH OF THE CANADIAN RIVER, ON PROPERTY
 FL1622'OF THE WHITTENBURG ESTATE, NEAR THE SOUTH END OF A PROMINENT
 FL1622'SANDY GRASS COVERED RIDGE, AND NEAR THE OUTCROPPING BEDROCK.
 FL1622'
 FL1622'TO REACH FROM THE NORTH SIGNAL LIGHT IN STINNETT.  GO NORTHEASTERLY
 FL1622'ON STATE HIGHWAY 117 FOR 12.0 MILES TO A GRADED ROAD RIGHT,
 FL1622'EAST, TURN AND GO 5.0 MILES TO AN INTERSECTION WITH A PAVED
 FL1622'ROAD.  CONTINUE EAST ON PAVED ROAD FOR 2.0 MILES TO END OF
 FL1622'PAVEMENT AND T-ROAD.  TURN RIGHT, SOUTH AND GO 0.3 MILE TO
 FL1622'CATTLE GUARD.  TURN LEFT, EAST AND CROSS CATTLE GUARD AND
 FL1622'FOLLOW THE MAIN TRAVELED ROAD SOUTHEASTERLY FOR 6.6 MILES
 FL1622'TO A Y-FORK.  TAKE LEFT FORK AND GO EAST-NORTHEAST FOR 0.7
 FL1622'MILE TO TURKEY TRACK HEADQUARTERS.  GO THROUGH GATE ON WEST
 FL1622'SIDE OF HOUSE AND PASS THROUGH THE CORRAL AND GO NORTH ON
 FL1622'TRACK ROAD ALONG WEST SIDE OF A CREEK AND MARSHLAND FOR 1.9
 FL1622'MILES.  TURN RIGHT AND FOLLOW ROAD 0.3 MILE, CROSSING
 FL1622'CREEK, TO A SIDEROAD RIGHT, ABOUT 0.1 MILE WEST OF A
 FL1622'WINDMILL.  TURN RIGHT, SOUTH ON A TRACK ROAD FOR 1.1
 FL1622'MILES TO A GATE.  PASS THROUGH GATE AND BEAR LEFT ON DIM
 FL1622'TRACKS FOR 6.2 MILE TO AN OLD ROAD.  CROSS ROAD AND
 FL1622'CONTINUE STRAIGHT AHEAD, FOLLOWING MAIN TRACKS
 FL1622'SOUTHEAST FOR 0.4 MILE, TURN RIGHT ON TRACK ROAD AND GO
 FL1622'2.1 MILES ALONG THE CREST OF A SANDY RIDGE TO A GRASSY FLAT
 FL1622'NEAR THE HEAD OF A DRAW AND ABOUT 0.5 MILE EAST-NORTHEAST
 FL1622'OF A SMALL LAKE AND A RED SHACK.  HERE BEAR LEFT AND GO
 FL1622'ACROSS COUNTRY UP GRADE SOUTH-SOUTHEAST FOR 0.5 MILE TO
 FL1622'THE HIGHEST POINT OF THE ROCK-CAPPED LEDGE AND STATION SITE.
 FL1622'
 FL1622'A BETTER DRY WEATHER ROUTE IS FROM THE Y-FORK BEFORE YOU
 FL1622'REACH THE TURKEY TRACK RANCH HEADQUARTERS.  TAKE RIGHT FORK AND GO
 FL1622'1.4 MILES TO THE AZIMUTH MARK AND ADOBE WALLS MONUMENT ON
 FL1622'RIGHT.  CONTINUE AHEAD ON DIRT ROAD TO CATTLE GUARD.  CROSS
 FL1622'CATTLE GUARD AND TURN LEFT AND FOLLOW FENCE LINE AROUND UNTIL
 FL1622'REACHING SMALL LAKE AND RED SHACK.  GO EASTERLY FROM SHACK
 FL1622'FOR 0.5 MILE AND THEN BEAR RIGHT ACROSS COUNTRY AND UP GRADE
 FL1622'AS DESCRIBED.
 FL1622'
 FL1622'STATION MARK IS STAMPED TRACK 1951 AND PROJECTS 6 INCHES.
 FL1622'
 FL1622'REFERENCE MARK NO. 1 IS STAMPED TRACK NO 1 1951 AND PROJECTS
 FL1622'2 INCHES.  IT IS ABOUT THE SAME ELEVATION AS STATION.
 FL1622'
 FL1622'REFERENCE MARK NO. 2 IS STAMPED TRACK NO 2 1951 AND PROJECTS
 FL1622'8 INCHES.  IT IS ABOUT THE SAME ELEVATION AS STATION.
 FL1622'
 FL1622'AZIMUTH MARK IS STAMPED TRACK 1951 AND PROJECTS 3 INCHES.
 FL1622'IT IS 29 FEET WEST OF A DIRT ROAD, 3 FEET NORTHWEST OF
 FL1622'WHITE WITNESS POST AND 39 FEET NORTHEAST OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1129 ***********************************************************************
 AH1129  DESIGNATION -  TRACK 1934
 AH1129  PID         -  AH1129
 AH1129  STATE/COUNTY-  TX/ARANSAS
 AH1129  USGS QUAD   -  ESTES (1975)
 AH1129
 AH1129                         *CURRENT SURVEY CONTROL
 AH1129  ___________________________________________________________________
 AH1129* NAD 83(1993)-  27 57 04.63987(N)    097 06 32.49763(W)     ADJUSTED  
 AH1129* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1129  ___________________________________________________________________
 AH1129  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1129  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH1129
 AH1129  HORZ ORDER  -  THIRD
 AH1129
 AH1129.The horizontal coordinates were established by classical geodetic methods
 AH1129.and adjusted by the National Geodetic Survey in February 1996..
 AH1129
 AH1129.The orthometric height was scaled from a topographic map.
 AH1129
 AH1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1129
 AH1129.The geoid height was determined by GEOID03.
 AH1129
 AH1129;                    North         East     Units Scale Factor Converg.
 AH1129;SPC TXSC     - 4,014,578.458   786,103.376   MT  1.00015201   +0 55 35.1
 AH1129;SPC TXSC     -13,171,162.82  2,579,074.16   sFT  1.00015201   +0 55 35.1
 AH1129;SPC TX S     - 5,253,883.327   436,881.773   MT  1.00003199   +0 37 53.4
 AH1129;SPC TX S     -17,237,115.55  1,433,336.28   sFT  1.00003199   +0 37 53.4
 AH1129;UTM  14      - 3,093,245.625   686,027.834   MT  1.00002715   +0 53 11.7
 AH1129
 AH1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1129!SPC TXSC     -   1.00000390  x   1.00015201  =   1.00015591
 AH1129!SPC TX S     -   1.00000390  x   1.00003199  =   1.00003589
 AH1129!UTM  14      -   1.00000390  x   1.00002715  =   1.00003105
 AH1129
 AH1129:                Primary Azimuth Mark                     Grid Az
 AH1129:SPC TXSC     -  ARANSAS BAY LIGHT 108                    066 04 32.0
 AH1129:SPC TX S     -  ARANSAS BAY LIGHT 108                    066 22 13.7
 AH1129:UTM  14      -  ARANSAS BAY LIGHT 108                    066 06 55.4
 AH1129
 AH1129|---------------------------------------------------------------------|
 AH1129| PID    Reference Object                     Distance      Geod. Az  |
 AH1129|                                                           dddmmss.s |
 AH1129| AH1124 ARANSAS BAY LIGHT 108               APPROX. 5.7 KM 0670007.1 |
 AH1129| AH1126 ARANSAS BAY LIGHT 115               APPROX. 5.1 KM 0824337.2 |
 AH1129| AH1132 ARANSAS BAY LIGHT 123               APPROX. 5.0 KM 1010116.6 |
 AH1129| AH1136 ARANSAS BAY LIGHT 133               APPROX. 6.1 KM 1222115.2 |
 AH1129| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX.11.0 KM 1514554.3 |
 AH1129| AH1152 CORPUS CHRI CHAN AE RNG R LT        APPROX.13.1 KM 1530330.3 |
 AH1129| AH1163 HARBOR ISLAND RANGE FRONT LT        APPROX.12.6 KM 1580224.9 |
 AH1129| AH1160 PORT ARANSAS TANK                   APPROX.14.2 KM 1613836.8 |
 AH1129| AH1199 ARANSAS PASS WATER TANK             APPROX. 6.4 KM 2121506.7 |
 AH1129|---------------------------------------------------------------------|
 AH1129
 AH1129                          SUPERSEDED SURVEY CONTROL
 AH1129
 AH1129  NAD 83(1986)-  27 57 04.64550(N)    097 06 32.47595(W) AD(       ) 3
 AH1129  NAD 27      -  27 57 03.57000(N)    097 06 31.51300(W) AD(       ) 3
 AH1129
 AH1129.Superseded values are not recommended for survey control.
 AH1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1129.See file dsdata.txt to determine how the superseded data were derived.
 AH1129
 AH1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8602893246(NAD 83)
 AH1129_MARKER: DS = TRIANGULATION STATION DISK
 AH1129_SETTING: 0 = UNSPECIFIED SETTING
 AH1129_SP_SET: SQUARE CONCRETE MONUMENT
 AH1129_STAMPING: TRACK 1934
 AH1129_MARK LOGO: CGS   
 AH1129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1129+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1989
 AH1129
 AH1129  HISTORY     - Date     Condition        Report By
 AH1129  HISTORY     - 1934     MONUMENTED       CGS
 AH1129  HISTORY     - 1934     GOOD             CGS
 AH1129  HISTORY     - 1942     GOOD             USE
 AH1129  HISTORY     - 1948     GOOD             CGS
 AH1129  HISTORY     - 1949     GOOD             CGS
 AH1129  HISTORY     - 1969     GOOD             CGS
 AH1129  HISTORY     - 1969     GOOD             CGS
 AH1129  HISTORY     - 1970     GOOD             NGS
 AH1129  HISTORY     - 1986     GOOD             USPSQD
 AH1129  HISTORY     - 1987     GOOD             USPSQD
 AH1129  HISTORY     - 19890215 GOOD             NOS
 AH1129  HISTORY     - 19891212 GOOD             NOS
 AH1129
 AH1129                          STATION DESCRIPTION
 AH1129
 AH1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1129'STATION IS LOCATED ABOUT 5 MILES SSW OF ROCKPORT, ABOUT
 AH1129'4 MILES NE OF ARANSAS PASS, ON THE W SHORE OF REDFISH BAY.
 AH1129'IT IS 1/4 MILE NW OF THE W SHORE OF REDFISH BAY, 35 METERS
 AH1129'SE OF STATE HIGHWAY 35, 15 METERS SE OF THE SOUTHERN PACIFIC
 AH1129'CO. TRACK, AND 1 METER E OF RAILROAD RIGHT-OF-WAY FENCELINE.
 AH1129'
 AH1129'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1129'NO REFERENCE MARK WAS SET.
 AH1129'
 AH1129'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1129'CHIMNEY ON HOUSE (1/4 MILE SW), 285 DEG.  ARANSAS PASS, WATER
 AH1129'TANK, 210 DEG.  PORT ARANSAS, WATER TANK, 150 DEG.  ESTES
 AH1129'SCHOOLHOUSE (1 MILE NW), 19 DEG.
 AH1129'
 AH1129'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AH1129
 AH1129                          STATION RECOVERY (1934)
 AH1129
 AH1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AH1129'RECOVERED IN GOOD CONDITION.
 AH1129
 AH1129                          STATION RECOVERY (1942)
 AH1129
 AH1129'RECOVERY NOTE BY US ENGINEERS 1942
 AH1129'DESCRIPTION GOOD.
 AH1129
 AH1129                          STATION RECOVERY (1948)
 AH1129
 AH1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1129'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH1129
 AH1129                          STATION RECOVERY (1949)
 AH1129
 AH1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1129'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AH1129'FOLLOWS--
 AH1129'
 AH1129'STATION IS LOCATED ABOUT 4.0 MILES NE ALONG STATE HIGHWAY
 AH1129'35 FROM THE POST OFFICE AT ARANSAS PASS, 0.9 MILE NE OF
 AH1129'A RAILROAD CROSSING, ABOUT 300 FEET NE OF A PRIVATE ROAD
 AH1129'LEADING TO THE NW, 42.0 FEET E OF THE E RAIL OF THE RAILROAD,
 AH1129'38.6 FEET N OF A TELEPHONE POLE, AND 7.5 FEET NW OF A FENCE
 AH1129'PARALLEL TO THE RAILROAD.
 AH1129'
 AH1129'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 1-FOOT
 AH1129'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 AH1129'TRACK 1934.
 AH1129
 AH1129                          STATION RECOVERY (1969)
 AH1129
 AH1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1129'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 AH1129'NEW DESCRIPTION FOLLOWS--
 AH1129'
 AH1129'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF ARANSAS
 AH1129'PASS, 5 MILES SOUTH-SOUTHWEST OF ROCKPORT, ON THE WEST SHORE
 AH1129'OF RED FISH BAY, AND APPROXIMATELY 80 YARDS SOUTHWEST OF
 AH1129'BUDDIES OYSTER BAR.
 AH1129'
 AH1129'THE STATION IS 42 FEET EAST OF THE EAST RAIL OF AN OLD RAILROAD
 AH1129'TRACK, 46 FEET SOUTH-SOUTHEAST OF THE CENTER OF A CONCRETE
 AH1129'CULVERT, AND 13-1/2 FEET WEST OF THE SECOND PALM TREE SOUTH
 AH1129'OF THE ENTRANCE TO THE OYSTER BAR AND MARINA.  THE MONUMENT
 AH1129'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED TRACK 1934.
 AH1129'
 AH1129'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 35 WITH BUSINESS
 AH1129'ROUTE 35 IN THE NORTH SIDE OF ARANSAS PASS, GO NORTHEASTERLY
 AH1129'ON HIGHWAY 35 FOR 2.3 MILES TO A RAILROAD CROSSING.  CONTINUE
 AH1129'NORTH ON HIGHWAY 35 FOR 0.9 MILE TO BUDDIES OYSTER BAR ON
 AH1129'THE RIGHT, AND THE STATION AS DESCRIBED.
 AH1129'
 AH1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AH1129'NORTHEAST OF ARANSAS PASS.
 AH1129
 AH1129                          STATION RECOVERY (1969)
 AH1129
 AH1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (BC)
 AH1129'STATION RECOVERED IN GOOD CONDITION.
 AH1129
 AH1129                          STATION RECOVERY (1970)
 AH1129
 AH1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1129'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE
 AH1129'BY L.F. SMITH IN 1969 IS ADEQUATE.
 AH1129'
 AH1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AH1129'NORTHEAST OF ARANSAS PASS.
 AH1129
 AH1129                          STATION RECOVERY (1986)
 AH1129
 AH1129'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 AH1129'RECOVERED IN GOOD CONDITION.
 AH1129
 AH1129                          STATION RECOVERY (1987)
 AH1129
 AH1129'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH1129'RECOVERED IN GOOD CONDITION.
 AH1129
 AH1129                          STATION RECOVERY (1989)
 AH1129
 AH1129'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1129'THE STATION IS LOCATED ABOUT 4.0 MI NE OF ARANSAS PASS, 5 MI SSW OF
 AH1129'ROCKPORT, ON THE W SHORE OF RED FISH BAY.  STATION IS IN THE AREA
 AH1129'CALLED ---CITY-BY-THE-BAY--- AND IS SW OF A RESTAURANT NAMED
 AH1129'---CRAB-N---.
 AH1129'TO REACH STATION FROM THE JUNCTION OF STATE HWY 35 WITH BUSINESS ROUTE
 AH1129'35 IN THE N SIDE OF ARANSAS PASS, GO NE ON HWY 35 FOR 2.3 MI TO A
 AH1129'RAILROAD CROSSING.  CONTINUE N OF HWY 35 FOR 0.9 MI TO ---CRAB-N--- ON
 AH1129'THE RIGHT, AND THE STATION AS DESCRIBED.
 AH1129'STATION IS 14.02 M (46.0 FT) SSW OF THE CENTER OF A CONCRETE CULVERT,
 AH1129'12.80 M (42.0 FT) E OF THE E RAIL OF AN OLD RAILROAD TRACK, AND 4.12 M
 AH1129'(13.5 FT) W OF THE SECOND PALM TREE S OF THE ENTRANCE TO THE
 AH1129'RESTAURANT.
 AH1129
 AH1129                          STATION RECOVERY (1989)
 AH1129
 AH1129'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1129'THE STATION WAS RECOVERED AS DESCRIBED. RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2071 ***********************************************************************
 FL2071  SACS        -  This is a Secondary Airport Control Station.
 FL2071  DESIGNATION -  TRADEPORT
 FL2071  PID         -  FL2071
 FL2071  STATE/COUNTY-  TX/RANDALL
 FL2071  USGS QUAD   -  AMARILLO EAST (1973)
 FL2071
 FL2071                         *CURRENT SURVEY CONTROL
 FL2071  ___________________________________________________________________
 FL2071* NAD 83(1986)-  35 10 08.69458(N)    101 49 36.59886(W)     ADJUSTED  
 FL2071* NAVD 88     -      1108.70   (meters)    3637.5    (feet)  GPS OBS   
 FL2071  ___________________________________________________________________
 FL2071  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 FL2071  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL2071
 FL2071  HORZ ORDER  -  FIRST
 FL2071
 FL2071.This mark is at Tradewind (TDW) Airport (TDW)
 FL2071
 FL2071.The horizontal coordinates were established by GPS observations
 FL2071.and adjusted by the National Geodetic Survey in July 1997..
 FL2071
 FL2071.The orthometric height was determined by GPS observations and a
 FL2071.high-resolution geoid model.
 FL2071
 FL2071.GPS derived orthometric heights for airport stations designated as
 FL2071.PACS or SACS are published to 2 decimal places.  This maintains
 FL2071.centimeter relative accuracy between the PACS and SACS.  It does
 FL2071.not indicate centimeter accuracy relative to other marks which are
 FL2071.part of the NAVD 88 network.
 FL2071
 FL2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2071
 FL2071.The geoid height was determined by GEOID03.
 FL2071
 FL2071;                    North         East     Units Scale Factor Converg.
 FL2071;SPC TX N     - 1,129,743.236   170,227.945   MT  0.99992025   -0 11 21.9
 FL2071;SPC TX N     - 3,706,499.27    558,489.52   sFT  0.99992025   -0 11 21.9
 FL2071;UTM  14      - 3,895,453.813   242,543.122   MT  1.00041697   -1 37 44.9
 FL2071
 FL2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2071!SPC TX N     -   0.99983008  x   0.99992025  =   0.99975035
 FL2071!UTM  14      -   0.99983008  x   1.00041697  =   1.00024698
 FL2071
 FL2071:                Primary Azimuth Mark                     Grid Az
 FL2071:SPC TX N     -  TRADEPORT AZ MK                          000 40 46.9
 FL2071:UTM  14      -  TRADEPORT AZ MK                          002 07 09.9
 FL2071
 FL2071|---------------------------------------------------------------------|
 FL2071| PID    Reference Object                     Distance      Geod. Az  |
 FL2071|                                                           dddmmss.s |
 FL2071| FL2072 TRADEPORT AZ MK                     APPROX. 0.6 KM 0002925.0 |
 FL2071|---------------------------------------------------------------------|
 FL2071
 FL2071                          SUPERSEDED SURVEY CONTROL
 FL2071
 FL2071  NAD 83(1993)-  35 10 08.69748(N)    101 49 36.60108(W) AD(       ) 3
 FL2071  NAD 83(1986)-  35 10 08.70499(N)    101 49 36.59125(W) AD(       ) 3
 FL2071  NAD 27      -  35 10 08.52576(N)    101 49 34.96611(W) AD(       ) 3
 FL2071  NGVD 29 (12/08/88) 1108.5    (m)         3637.     (f) GPS OBS        
 FL2071
 FL2071.Superseded values are not recommended for survey control.
 FL2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2071.See file dsdata.txt to determine how the superseded data were derived.
 FL2071
 FL2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4254395454(NAD 83)
 FL2071_MARKER: DH = HORIZONTAL CONTROL DISK
 FL2071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL2071_SP_SET: CATCH BASIN
 FL2071_STAMPING: TRADEPORT 1988
 FL2071_MARK LOGO: NGS   
 FL2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2071+STABILITY: SURFACE MOTION
 FL2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL2071+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1995
 FL2071
 FL2071  HISTORY     - Date     Condition        Report By
 FL2071  HISTORY     - 1988     MONUMENTED       NGS
 FL2071  HISTORY     - 19930624 GOOD             GWMSI
 FL2071  HISTORY     - 19950603 GOOD             NGS
 FL2071
 FL2071                          STATION DESCRIPTION
 FL2071
 FL2071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 FL2071'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 FL2071'SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAYS 27 AND 40 IN
 FL2071'AMARILLO AND AT THE TRADEWIND AIRPORT.  IT IS IN THE MEDIAN BETWEEN
 FL2071'A TAXIWAY AND RUNWAY 17-35 AND ABOUT 150 METERS (492.1 FT)
 FL2071'NORTHEAST FROM AIRPORT BEACON.
 FL2071'OWNERSHIP--TRADEWIND AIRPORT INC., 628 SOUTH TAYLOR, AMARILLO TX
 FL2071'79121.  AIRPORT MANAGER IS LES BYRAM, PHONE 806-376-5203.
 FL2071'
 FL2071'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 27
 FL2071'AND 40 IN AMARILLO, GO SOUTH AND SOUTHWEST ON INTERSTATE HIGHWAY 27
 FL2071'FOR 4.0 KM (2.5 MI) TO ITS JUNCTION WITH FARM ROAD 1541 (WASHINGTON
 FL2071'STREET).  EXIT RIGHT AND THEN TURN LEFT AND GO SOUTH ON FARM ROAD
 FL2071'1541 FOR 1.4 KM (0.9 MI) TO A CROSS STREET.  TURN LEFT AND GO EAST
 FL2071'ON WEST 46TH AVENUE FOR 1.6 KM (1.0 MI) TO A CROSSROAD.  TURN LEFT
 FL2071'AND GO NORTH ON TRADEWIND STREET FOR 0.7 KM (0.45 MI) TO THE
 FL2071'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.2 KM
 FL2071'(0.1 MI) TO A GATE ON THE LEFT AT PARKING AREA.  TURN LEFT AND THEN
 FL2071'RIGHT ON THE TARMAC FOR 0.1 KM (0.05 MI) TO THE AIRPORT OFFICE ON
 FL2071'THE LEFT.  CONTINUE AHEAD, BEARING SLIGHTLY TO THE RIGHT, FOR 0.2
 FL2071'KM (0.1 MI) TO THE JUNCTION OF A RAMP AND TAXIWAY.  TURN RIGHT AND
 FL2071'GO SOUTH ON TAXIWAY FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT
 FL2071'JUST PAST RAMP TO THE RIGHT.
 FL2071'
 FL2071'THE STATION IS A STANDARD NGS STATION MARK DISK
 FL2071'STAMPED---TRADEPORT 1988---, SET IN THE SOUTHWEST CORNER OF A 1 X 2
 FL2071'X 2 METER FLUSH WITH GROUND CATCH BASIN.  LOCATED 28.6 METERS (94.0
 FL2071'FT) WEST FROM THE RUNWAY CENTER, 14.0 METERS (46.0 FT) SOUTH FROM
 FL2071'THE EXTENDED RAMP CENTER AND 7.9 METERS (26.0 FT) EAST OF THE
 FL2071'TAXIWAY CENTER.
 FL2071'
 FL2071'AZIMUTH MARK IS A STANDARD NGS AZIMUTH MARK DISK
 FL2071'STAMPED---TRADEPORT AZ MK 1988---, SET IN THE NORTHWEST CORNER OF A
 FL2071'4 X 4 METER SQUARE CONCRETE CATCH BASIN THAT IS FLUSH WITH THE
 FL2071'GROUND. LOCATED 30.2 METERS (99.0 FT) WEST FROM RUNWAY CENTER,
 FL2071'21 METERS (68.9 FT) NORTH FROM A RAMP CENTER, 15.8 METERS (51.8 FT)
 FL2071'EAST FROM THE TAXIWAY CENTER AND 11.0 METERS (36.1 FT) NORTHWEST
 FL2071'FROM NORTH END OF RUNWAY INDICATOR BOX.
 FL2071'
 FL2071'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 FL2071'
 FL2071'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FL2071'
 FL2071'DESCRIBED BY D.A. BOWLING.
 FL2071
 FL2071                          STATION RECOVERY (1993)
 FL2071
 FL2071'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1993 (FB)
 FL2071'RECOVERED AS DESCRIBED.
 FL2071
 FL2071                          STATION RECOVERY (1995)
 FL2071
 FL2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FL2071'THE STATION IS SOUTH OF THE CENTRAL PART OF AMARILLO, ON THE TRADEWIND
 FL2071'AIRPORT, NEAR THE CENTER OF THE AIRPORT, SOUTH OF A RUNWAY CONNECTOR,
 FL2071'IN A GRASS MEDIAN BETWEEN A TAXI AND RUNWAY 17-35, IN TOP OF THE NORTH
 FL2071'WALL OF A CATCHBASIN.  OWNERSHIP--TRADEWIND AIRPORT INC.  620 SOUTH
 FL2071'TAYLOR, AMARILLO TX 79101.  THE AIRPORT MANAGER IS LES BYRAM, PHONE
 FL2071'79120-2020.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40
 FL2071'AND OSAGE-ROSS STREET (EXIT 71) IN AMARILLO.  GO SOUTH 1.67 KM (1.05
 FL2071'MI) ON OSAGE STREET TO 34TH AVENUE, TURN RIGHT, WEST, GO 1.6 KM (1.00
 FL2071'MI) ON 34TH TO TRADEWINDS STREET, TURN LEFT, SOUTH, GO 0.9 KM (0.55
 FL2071'MI) TO THE AIRPORT ENTRANCE, TURN LEFT, EAST, GO 0.2 KM (0.10 MI) TO
 FL2071'THE AIRPORT OFFICE ON THE RIGHT AND AN APRON GATE ON THE LEFT, PASS
 FL2071'THROUGH THE GATE AND GO 0.2 KM (0.10 MI) EASTERLY TO A TAXI AND A
 FL2071'CONNECTOR, TURN RIGHT, SOUTH, GO 0.09 KM (0.05 MI) ALONG THE TAXI TO
 FL2071'THE STATION ON THE LEFT.  THE STATION IS IN TOP OF AND 0.3 M (1.0 FT)
 FL2071'WEST OF THE NORTHEAST CORNER OF A 4X7-FOOT CONCRETE CATCHBASIN, 37.7 M
 FL2071'(123.7 FT) WEST OF THE RUNWAY CENTERLINE, 8.0 M (26.2 FT) EAST OF THE
 FL2071'TAXI CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TAXI.  MARK IS
 FL2071'A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2072 ***********************************************************************
 FL2072  SACS        -  This is a Secondary Airport Control Station.
 FL2072  DESIGNATION -  TRADEPORT AZ MK
 FL2072  PID         -  FL2072
 FL2072  STATE/COUNTY-  TX/RANDALL
 FL2072  USGS QUAD   -  AMARILLO EAST (1973)
 FL2072
 FL2072                         *CURRENT SURVEY CONTROL
 FL2072  ___________________________________________________________________
 FL2072* NAD 83(1986)-  35 10 28.82214(N)    101 49 36.38909(W)     ADJUSTED  
 FL2072* NAVD 88     -      1109.28   (meters)    3639.4    (feet)  GPS OBS   
 FL2072  ___________________________________________________________________
 FL2072  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 FL2072  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL2072
 FL2072  HORZ ORDER  -  FIRST
 FL2072
 FL2072.This mark is at Tradewind (TDW) Airport (TDW)
 FL2072
 FL2072.The horizontal coordinates were established by GPS observations
 FL2072.and adjusted by the National Geodetic Survey in July 1997..
 FL2072
 FL2072.The orthometric height was determined by GPS observations and a
 FL2072.high-resolution geoid model.
 FL2072
 FL2072.GPS derived orthometric heights for airport stations designated as
 FL2072.PACS or SACS are published to 2 decimal places.  This maintains
 FL2072.centimeter relative accuracy between the PACS and SACS.  It does
 FL2072.not indicate centimeter accuracy relative to other marks which are
 FL2072.part of the NAVD 88 network.
 FL2072
 FL2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2072
 FL2072.The geoid height was determined by GEOID03.
 FL2072
 FL2072;                    North         East     Units Scale Factor Converg.
 FL2072;SPC TX N     - 1,130,363.450   170,235.302   MT  0.99991984   -0 11 21.8
 FL2072;SPC TX N     - 3,708,534.09    558,513.65   sFT  0.99991984   -0 11 21.8
 FL2072;UTM  14      - 3,896,073.955   242,566.073   MT  1.00041683   -1 37 45.5
 FL2072
 FL2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2072!SPC TX N     -   0.99982999  x   0.99991984  =   0.99974985
 FL2072!UTM  14      -   0.99982999  x   1.00041683  =   1.00024675
 FL2072
 FL2072:                Primary Azimuth Mark                     Grid Az
 FL2072:SPC TX N     -  TRADEPORT                                180 40 46.9
 FL2072:UTM  14      -  TRADEPORT                                182 07 10.6
 FL2072
 FL2072|---------------------------------------------------------------------|
 FL2072| PID    Reference Object                     Distance      Geod. Az  |
 FL2072|                                                           dddmmss.s |
 FL2072| FL2071 TRADEPORT                           APPROX. 0.6 KM 1802925.1 |
 FL2072|---------------------------------------------------------------------|
 FL2072
 FL2072                          SUPERSEDED SURVEY CONTROL
 FL2072
 FL2072  NAD 83(1993)-  35 10 28.82505(N)    101 49 36.39144(W) AD(       ) 3
 FL2072  NAD 83(1986)-  35 10 28.83255(N)    101 49 36.38161(W) AD(       ) 3
 FL2072  NAD 27      -  35 10 28.65375(N)    101 49 34.75634(W) AD(       ) 3
 FL2072  NGVD 29 (12/08/88) 1109.1    (m)         3639.     (f) GPS OBS        
 FL2072
 FL2072.Superseded values are not recommended for survey control.
 FL2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2072.See file dsdata.txt to determine how the superseded data were derived.
 FL2072
 FL2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4256696074(NAD 83)
 FL2072_MARKER: DZ = AZIMUTH MARK DISK
 FL2072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FL2072_SP_SET: CATCHBASIN
 FL2072_STAMPING: TRADEPORT AZ MK 1988
 FL2072_MARK LOGO: NGS   
 FL2072_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FL2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2072+STABILITY: SURFACE MOTION
 FL2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL2072+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1995
 FL2072
 FL2072  HISTORY     - Date     Condition        Report By
 FL2072  HISTORY     - 1988     MONUMENTED       NGS
 FL2072  HISTORY     - 19950603 GOOD             NGS
 FL2072
 FL2072                          STATION DESCRIPTION
 FL2072
 FL2072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 FL2072'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 FL2072'SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAYS 27 AND 40 IN
 FL2072'AMARILLO AT THE TRADEWIND AIRPORT.  IT IS IN THE MEDIAN BETWEEN A
 FL2072'TAXIWAY AND RUNWAY AND ABOUT 150 METERS NORTHEAST OF THE AIRPORT
 FL2072'BEACON.
 FL2072'OWNERSHIP--TRADEWIND AIRPORT INC., 628 SOUTH TAYLOR, AMARILLO TX
 FL2072'79121.  AIRPORT MANAGER IS LES BYRAM, PHONE 806-376-5203.
 FL2072'
 FL2072'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 27
 FL2072'AND 40 IN AMARILLO, GO SOUTH AND SOUTHWEST ON INTERSTATE HIGHWAY 27
 FL2072'FOR 4.0 KM (2.5 MI) TO ITS JUNCTION WITH FARM ROAD 1541 (WASHINGTON
 FL2072'STREET).  EXIT RIGHT THEN TURN LEFT AND GO SOUTH ON FARM ROAD 1541
 FL2072'FOR 1.4 KM (0.9 MI) TO A CROSS STREET.  TURN LEFT AND GO EAST ON
 FL2072'WEST 46TH AVENUE FOR 1.6 KM (1.0 MI) TO A CROSSROAD.
 FL2072'TURN LEFT AND GO NORTH ON TRADEWIND STREET FOR 0.7 KM (0.45 MI) TO
 FL2072'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.2
 FL2072'KM (0.1 MI) TO A GATE ON THE LEFT AT PARKING AREA.  TURN LEFT, THEN
 FL2072'RIGHT, ON TARMAC FOR 0.1 KM (0.05 MI) TO THE AIRPORT OFFICE ON
 FL2072'THE LEFT.  CONTINUE AHEAD, BEARING SLIGHTLY TO THE RIGHT, FOR 0.2
 FL2072'(0.1 MI) TO THE JUNCTION OF A RAMP AND TAXIWAY.  TURN LEFT AND GO
 FL2072'NORTH ON TAXIWAY FOR 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 FL2072'
 FL2072'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---TRADEPORT
 FL2072'AZ MK 1988---, SET IN THE NORTHEAST CORNER OF A 4 X 4 METER SQUARE
 FL2072'CONCRETE CATCH BASIN FLUSH WITH THE GROUND.  LOCATED 30.2 METERS
 FL2072'(99.0 FT) WEST FROM THE RUNWAY CENTER, 21.0 METERS (68.9 FT) NORTH
 FL2072'FROM A RAMP CENTER, 15.8 METERS (51.8 FT) EAST FROM A TAXIWAY
 FL2072'CENTER AND 11.0 METERS (36.1 FT) NORTHWEST FROM NORTH END OF RUNWAY
 FL2072'INDICATOR BOX.
 FL2072'
 FL2072'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 FL2072'
 FL2072'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FL2072'
 FL2072'DESCRIBED BY D.A. BOWLING.
 FL2072
 FL2072                          STATION RECOVERY (1995)
 FL2072
 FL2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FL2072'THE STATION IS SOUTH OF THE CENTRAL PART OF AMARILLO, ON THE TRADEWIND
 FL2072'AIRPORT, NORTH OF A RUNWAY CONNECTOR, IN A GRASS MEDIAN BETWEEN A TAXI
 FL2072'AND RUNWAY 17, IN TOP OF THE NORTH WALL OF A CATCHBASIN.
 FL2072'OWNERSHIP--TRADEWIND AIRPORT INC.  620 SOUTH TAYLOR, AMARILLO TX
 FL2072'79101.  THE AIRPORT MANAGER IS LES BYRAM, PHONE 79120-2020.  TO REACH
 FL2072'THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND OSAGE-ROSS STREET
 FL2072'(EXIT 71) IN AMARILLO.  GO SOUTH 1.67 KM (1.05 MI) ON OSAGE STREET TO
 FL2072'34TH AVENUE, TURN RIGHT, WEST, GO 1.6 KM (1.00 MI) ON 34TH TO
 FL2072'TRADEWINDS STREET, TURN LEFT, SOUTH, GO 0.9 KM (0.55 MI) TO THE
 FL2072'AIRPORT ENTRANCE, TURN LEFT, EAST, GO 0.2 KM (0.10 MI) TO THE AIRPORT
 FL2072'OFFICE ON THE RIGHT AND AN APRON GATE ON THE LEFT, PASS THROUGH THE
 FL2072'GATE AND GO 0.2 KM (0.10 MI) EASTERLY TO A TAXI AND A CONNECTOR, TURN
 FL2072'LEFT, NORTH, GO 0.58 KM (0.35 MI) ALONG THE TAXI TO THE STATION ON THE
 FL2072'RIGHT.  THE STATION IS IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE
 FL2072'NORTHWEST CORNER OF A 4X4-FOOT CONCRETE CATCHBASIN, 31.2 M (102.4 FT)
 FL2072'WEST OF THE RUNWAY CENTERLINE, 19.8 M (65.0 FT) NORTH OF THE CENTER OF
 FL2072'THE CONNECTOR, 14.6 M (47.9 FT) EAST OF THE TAXI CENTERLINE, 13.0 M
 FL2072'(42.7 FT) NORTHWEST OF THE NORTH END OF A RUNWAY SIGN AND 0.3 M (1.0
 FL2072'FT) BELOW THE LEVEL OF THE TAXI.  MARK IS A SECONDARY AIRPORT CONTROL
 FL2072'STATION.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2353 ***********************************************************************
 AN2353  DESIGNATION -  TRAIL
 AN2353  PID         -  AN2353
 AN2353  STATE/COUNTY-  TX/CALHOUN
 AN2353  USGS QUAD   -  POINT COMFORT (1995)
 AN2353
 AN2353                         *CURRENT SURVEY CONTROL
 AN2353  ___________________________________________________________________
 AN2353* NAD 83(1993)-  28 41 57.39160(N)    096 33 28.71023(W)     ADJUSTED  
 AN2353* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AN2353  ___________________________________________________________________
 AN2353  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AN2353  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN2353
 AN2353  HORZ ORDER  -  THIRD
 AN2353
 AN2353.The horizontal coordinates were established by classical geodetic methods
 AN2353.and adjusted by the National Geodetic Survey in February 1996..
 AN2353
 AN2353.The orthometric height was scaled from a topographic map.
 AN2353
 AN2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2353
 AN2353.The geoid height was determined by GEOID03.
 AN2353
 AN2353;                    North         East     Units Scale Factor Converg.
 AN2353;SPC TXSC     - 4,098,462.436   838,598.293   MT  0.99992432   +1 11 47.0
 AN2353;SPC TXSC     -13,446,372.18  2,751,301.23   sFT  0.99992432   +1 11 47.0
 AN2353;UTM  14      - 3,177,111.125   738,577.437   MT  1.00030249   +1 10 23.7
 AN2353
 AN2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2353!SPC TXSC     -   1.00000333  x   0.99992432  =   0.99992765
 AN2353!UTM  14      -   1.00000333  x   1.00030249  =   1.00030582
 AN2353
 AN2353                          SUPERSEDED SURVEY CONTROL
 AN2353
 AN2353  NAD 83(1986)-  28 41 57.40345(N)    096 33 28.69769(W) AD(       ) 3
 AN2353  NAD 27      -  28 41 56.42200(N)    096 33 27.78700(W) AD(       ) 3
 AN2353
 AN2353.Superseded values are not recommended for survey control.
 AN2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2353.See file dsdata.txt to determine how the superseded data were derived.
 AN2353
 AN2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3857777111(NAD 83)
 AN2353_MARKER: DS = TRIANGULATION STATION DISK
 AN2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2353
 AN2353  HISTORY     - Date     Condition        Report By
 AN2353  HISTORY     - 1934     MONUMENTED       CGS
 AN2353  HISTORY     - 1969     GOOD             CGS
 AN2353
 AN2353                          STATION DESCRIPTION
 AN2353
 AN2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2353'STATION IS LOCATED ABOUT 7-1/4 MILES NE FROM PORT LAVACA,
 AN2353'ON THE E SIDE OF LAVACA BAY.  IT IS ON TOP OF A BLUFF COVERED
 AN2353'WITH A HEAVY GROWTH OF SMALL TIMBER, ABOUT 2-1/4 MILES NNE
 AN2353'FROM E END OF LAVACA BAY CAUSEWAY, ABOUT 1-1/4 MILES ENE
 AN2353'FROM THE MOUTH OF THE LAVACA RIVER, AND 125 METERS ENE FROM
 AN2353'A SMALL BAYOU RUNNING S AND EMPTYING INTO THE BAY WHICH
 AN2353'IS ABOUT 1/2 MILE S OF STATION.
 AN2353'
 AN2353'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2353'NO REFERENCE MARK WAS SET.
 AN2353'
 AN2353'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2353'PORT LAVACA MUNICIPAL WATER TANK, 206 DEG.  MACHACEK FARMHOUSE,
 AN2353'250 DEG.  AND POINT OF LAND AT RED BLUFF, 267 DEG.
 AN2353'
 AN2353'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AN2353
 AN2353                          STATION RECOVERY (1969)
 AN2353
 AN2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2353'THE STATION WAS RECOVERED AND THE SURFACE STATION MARK WAS
 AN2353'FOUND TO BE TILTED OUT OF POSITION.  THE SUB-SURFACE MARK
 AN2353'WAS FOUND TO BE IN GOOD CONDITION.  IT WAS LOWERED AND RE-MARKED
 AN2353'IN ITS ORIGINAL HORIZONTAL POSITION AND THE SURFACE MARK
 AN2353'SET DIRECTLY ABOVE IT.  THERE WERE NO PREVIOUS REFERENCE
 AN2353'MARKS.  TWO REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE
 AN2353'DESCRIPTION FOLLOWS--
 AN2353'
 AN2353'THE STATION IS ABOUT 1.5 MILES NORTH OF THE TOWN OF POINT
 AN2353'COMFORT, 1/4 MILE WEST OF FARM ROAD 1593 AND RAILROAD TRACKS
 AN2353'ON THE EASTERN SHORE OF PORT LAVACA BAY, IN PASTURE LAND,
 AN2353'65 FEET EAST OF 30 FOOT HIGH BLUFF OVERLOOKING THE BAY AND
 AN2353'ON THE PROPERTY OF MR. GENE C. TRAYLOR.
 AN2353'
 AN2353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 AN2353'AND FARM ROAD 1593, JUST EAST OF POINT COMFORT, GO NORTH
 AN2353'ON F.R. 1593 FOR 1.5 MILES TO THE END OF TRUCK TRAVEL.  CROSS
 AN2353'FENCE AND RAILROAD TRACKS AND WALK WEST ACROSS PASTURE ABOUT
 AN2353'1/4 MILE TO BLUFF AND STATION.  TO REACH MR. TRAYLORS HOUSE
 AN2353'FROM THE END OF TRUCK TRAVEL, GO NORTH ON THE HIGHWAY FOR 0.45
 AN2353'MILE, THENCE RIGHT, EAST, ON SHELL ROAD 0.4 MILE TO WHITE
 AN2353'HOUSE.
 AN2353'
 AN2353'THE STATION MARK IS A STANDARD DISK, STAMPED TRAIL 1934
 AN2353'1969, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 AN2353'THAT IS FLUSH WITH THE GROUND.  IT IS 65 FEET EAST OF THE
 AN2353'EDGE OF THE BLUFF AND 1 FOOT SOUTH OF A METAL WITNESS POST
 AN2353'WITH SIGN.
 AN2353'
 AN2353'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TRAIL 1934
 AN2353'NO 1 1969, SET IN CONCRETE IN THE TOP OF A 4 INCH TILE PIPE
 AN2353'5 FEET LONG, THAT IS FILLED WITH CONCRETE AND SET IN CONCRETE
 AN2353'AT ITS BASE AND PROJECTING 15 INCHES ABOVE THE GROUND.  IT
 AN2353'IS ON THE EDGE OF THE BLUFF OVERLOOKING THE BAY AND 1 FOOT
 AN2353'NORTH OF METAL WITNESS POST WITH SIGN.
 AN2353'
 AN2353'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TRAIL 1934 NO 2
 AN2353'1969, SET IN THE TOP OF A 4 INCH TILE PIPE 5 FEET LONG, THAT
 AN2353'IS FILLED WITH CONCRETE AND SET IN CONCRETE AT ITS BASE AND
 AN2353'PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS ON THE EDGE
 AN2353'OF THE BLUFF OVERLOOKING THE BAY AND 1 FOOT SOUTH OF METAL
 AN2353'WITNESS POST AND SIGN.
 AN2353'
 AN2353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 AN2353'NORTH OF POINT COMFORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0963 ***********************************************************************
 BY0963  DESIGNATION -  TRAM
 BY0963  PID         -  BY0963
 BY0963  STATE/COUNTY-  TX/POLK
 BY0963  USGS QUAD   -  PLUCK (1980)
 BY0963
 BY0963                         *CURRENT SURVEY CONTROL
 BY0963  ___________________________________________________________________
 BY0963* NAD 83(1993)-  31 04 26.88035(N)    094 44 03.34367(W)     ADJUSTED  
 BY0963* NAVD 88     -        84.95   (+/-2cm)     278.7    (feet)  VERTCON   
 BY0963  ___________________________________________________________________
 BY0963  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BY0963  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0963
 BY0963  HORZ ORDER  -  THIRD
 BY0963  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0963
 BY0963.The horizontal coordinates were established by classical geodetic methods
 BY0963.and adjusted by the National Geodetic Survey in February 1996..
 BY0963
 BY0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0963.The vertical order pertains to the NGVD 29 superseded value.
 BY0963
 BY0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0963
 BY0963.The geoid height was determined by GEOID03.
 BY0963
 BY0963;                    North         East     Units Scale Factor Converg.
 BY0963;SPC TX C     - 3,169,467.299 1,234,032.733   MT  0.99988255   +2 53 01.9
 BY0963;SPC TX C     -10,398,493.96  4,048,655.72   sFT  0.99988255   +2 53 01.9
 BY0963;UTM  15      - 3,439,110.464   334,553.153   MT  0.99993765   -0 53 43.2
 BY0963
 BY0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0963!SPC TX C     -   0.99999100  x   0.99988255  =   0.99987355
 BY0963!UTM  15      -   0.99999100  x   0.99993765  =   0.99992865
 BY0963
 BY0963:                Primary Azimuth Mark                     Grid Az
 BY0963:SPC TX C     -  TRAM AZ MK EAST                          085 12 09.0
 BY0963:UTM  15      -  TRAM AZ MK EAST                          088 58 54.1
 BY0963
 BY0963|---------------------------------------------------------------------|
 BY0963| PID    Reference Object                     Distance      Geod. Az  |
 BY0963|                                                           dddmmss.s |
 BY0963| CV8509 TRAM AZ MK EAST                                    0880510.9 |
 BY0963| BY0964 TRAM RM 1                            24.982 METERS 12705     |
 BY0963| BY0966 TRAM AZIMUTH USE                    193.686 METERS 16548     |
 BY0963| BY0962 TRAM RM 2                            21.168 METERS 35908     |
 BY0963|---------------------------------------------------------------------|
 BY0963
 BY0963                          SUPERSEDED SURVEY CONTROL
 BY0963
 BY0963  NAD 83(1986)-  31 04 26.89174(N)    094 44 03.33219(W) AD(       ) 3
 BY0963  NAD 27      -  31 04 26.20800(N)    094 44 02.58600(W) AD(       ) 3
 BY0963  NGVD 29 (??/??/92)   84.983  (m)          278.82   (f) ADJ UNCH    2 0
 BY0963
 BY0963.Superseded values are not recommended for survey control.
 BY0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0963.See file dsdata.txt to determine how the superseded data were derived.
 BY0963
 BY0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3455339110(NAD 83)
 BY0963_MARKER: DD = SURVEY DISK
 BY0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0963_STAMPING: TRAM
 BY0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0963+STABILITY: SURFACE MOTION
 BY0963
 BY0963  HISTORY     - Date     Condition        Report By
 BY0963  HISTORY     - 1949     MONUMENTED       USE
 BY0963  HISTORY     - 1949     GOOD             NGS
 BY0963  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0963
 BY0963                          STATION DESCRIPTION
 BY0963
 BY0963'DESCRIBED BY US ENGINEERS 1949 (RLE)
 BY0963'THE STATION IS LOCATED ABOUT 5.6 MILES NORTHEAST OF CORRIGAN,
 BY0963'2.5 MILES NORTH OF THE SMALL SETTLEMENT OF PLUCK AND 2.0
 BY0963'MILES SOUTH OF THE NECHES RIVER ON THE HIGHEST POINT OF
 BY0963'A TIMBERED HILL.  IT IS 17.5 FEET WEST OF THE CENTER OF
 BY0963'A NORTHWEST-SOUTHEAST CROSSROAD, 175 FEET NORTH OF ROAD
 BY0963'INTERSECTION AND 5 FEET EAST OF WITNESS POST.  IT IS A U.S.
 BY0963'ENGINEERS DEPARTMENT STATION MARK SET IN A 12 BY 12 INCH
 BY0963'CONCRETE BLOCK FLUSH WITH THE GROUND SURFACE AND STAMPED
 BY0963'TRAM.
 BY0963'
 BY0963'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 15 FEET
 BY0963'EAST OF THE CENTER OF THE NORTHWEST-SOUTHEAST ROAD AND 35
 BY0963'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD.  IT IS
 BY0963'STAMPED TRAM NO 1 1949 AND PROJECTS 2 INCHES.
 BY0963'
 BY0963'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 35 FEET EAST
 BY0963'OF THE CENTER OF THE NORTHWEST-SOUTHEAST ROAD AND 10 FEET
 BY0963'SOUTH OF A 14 INCH PINE TREE.  IT IS STAMPED TRAM NO 2 1949
 BY0963'AND PROJECTS 4 INCHES.
 BY0963'
 BY0963'THE AZIMUTH MARK IS ABOUT 0.45 MILE EAST OF THE STATION,
 BY0963'20 FEET NORTH OF THE CENTER OF WOODS ROAD AND 2 FEET SOUTHWEST
 BY0963'OF WITNESS POST.  IT IS STAMPED TRAM 1949 AND PROJECTS 3
 BY0963'INCHES.  TO REACH FROM THE STATION, GO SOUTH FOR 0.05 MILE,
 BY0963'TURN LEFT AND FOLLOW WOODS ROAD EAST FOR 0.45 MILE TO THE
 BY0963'MARK ON THE LEFT.
 BY0963'
 BY0963'TRAM U.S.E.D. AZIMUTH IS SOUTH-SOUTHEAST OF THE STATION,
 BY0963'85 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 25 FEET
 BY0963'EAST OF THE CENTER OF NORTH-SOUTH ROAD.  IT IS A U.S. ENGINEERS
 BY0963'DEPARTMENT STATION MARK SET IN A 12 BY 12 INCH CONCRETE
 BY0963'POST FLUSH WITH THE GROUND AND STAMPED AZIMUTH.
 BY0963'
 BY0963'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 BY0963'AND FARM ROAD 352 IN THE NORTH EDGE OF CORRIGAN, GO EAST
 BY0963'ON FARM ROAD 352 FOR 5.0 MILES TO SIDE ROAD LEFT AND A SMALL
 BY0963'CHURCH HOUSE IN SOUTHEAST ANGLE IN THE WEST EDGE OF THE
 BY0963'SMALL SETTLEMENT OF PLUCK, TURN LEFT AND GO SOUTHEAST FOR
 BY0963'0.3 MILE TO A FORK AND CEMETERY ON THE LEFT, TURN LEFT AND
 BY0963'GO 2.4 MILES TO A FORK, BEAR LEFT AND CONTINUE NORTH FOR
 BY0963'1.8 MILES TO TRAM AZIMUTH ON THE RIGHT, CONTINUE NORTH FOR
 BY0963'0.05 MILE TO FORKS, BEAR LEFT FOR 0.05 MILE TO THE STATION
 BY0963'ON THE LEFT.
 BY0963'
 BY0963'A 100 FOOT SIGNAL AT STATION WAKEFIELD IS VISIBLE AT 64 FEET
 BY0963'
 BY0963'A 74 FOOT SIGNAL AT STATION DIBOLL (U.S.E.D.) IS VISIBLE AT 64 FEET
 BY0963'
 BY0963'A 113 FOOT SIGNAL AT STATION CYPRESS LAKE IS VISIBLE AT 64 FEET
 BY0963'
 BY0963'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BY0963
 BY0963                          STATION RECOVERY (1949)
 BY0963
 BY0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY0963'4.5 MI N FROM PLUCK.
 BY0963'4.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, AT A
 BY0963'Y-JUNCTION OF DIRT ROADS, 103.0 FEET WES OF THE CENTER LINE OF THE
 BY0963'NORTH-SOUTH ROAD, 18.0 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT
 BY0963'ROAD LEADING NORTHWEST, 71.7 FEET WEST OF A 10-INCH PINE WITH A
 BY0963'TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 81.95 FEET NORTHWEST
 BY0963'OF TRAM R.M.1, 69.4 FEET SOUTH OF TRAM R.M.2, 5.0 FEET NORTH OF A
 BY0963'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 BY0963'ABOVE THE GROUND.
 BY0963
 BY0963                          STATION RECOVERY (1997)
 BY0963
 BY0963'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0965 ***********************************************************************
 BY0965  DESIGNATION -  TRAM AZ MK
 BY0965  PID         -  BY0965
 BY0965  STATE/COUNTY-  TX/POLK
 BY0965  USGS QUAD   -  PLUCK (1980)
 BY0965
 BY0965                         *CURRENT SURVEY CONTROL
 BY0965  ___________________________________________________________________
 BY0965* NAD 83(1986)-  31 04 28.     (N)    094 43 39.     (W)     SCALED    
 BY0965* NAVD 88     -        77.92   (+/-2cm)     255.6    (feet)  VERTCON   
 BY0965  ___________________________________________________________________
 BY0965  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0965
 BY0965  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0965
 BY0965.The horizontal coordinates were scaled from a topographic map and have
 BY0965.an estimated accuracy of +/- 6 seconds.
 BY0965
 BY0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0965.The vertical order pertains to the NGVD 29 superseded value.
 BY0965
 BY0965.The geoid height was determined by GEOID03.
 BY0965
 BY0965;                    North         East    Units  Estimated Accuracy
 BY0965;SPC TX C     - 3,169,530.    1,234,680.      MT  (+/- 180 meters Scaled)
 BY0965
 BY0965                          SUPERSEDED SURVEY CONTROL
 BY0965
 BY0965  NGVD 29 (??/??/92)   77.945  (m)          255.72   (f) ADJ UNCH    2 0
 BY0965
 BY0965.Superseded values are not recommended for survey control.
 BY0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0965.See file dsdata.txt to determine how the superseded data were derived.
 BY0965
 BY0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ351391(NAD 83)
 BY0965_MARKER: DZ = AZIMUTH MARK DISK
 BY0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0965_STAMPING: TRAM 1949
 BY0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0965+STABILITY: SURFACE MOTION
 BY0965
 BY0965  HISTORY     - Date     Condition        Report By
 BY0965  HISTORY     - 1949     MONUMENTED       CGS
 BY0965  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0965
 BY0965                          STATION DESCRIPTION
 BY0965
 BY0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0965'4.9 MI NE FROM PLUCK.
 BY0965'4.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK,
 BY0965'THENCE 0.4 MILE EAST ALONG A DIRT ROAD, 41.6 FEET EAST OF A 10-INCH
 BY0965'GUM WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE TREE, 40.6
 BY0965'FEET NORTHWEST OF AN 8-INCH OAK WITH A TRIANGULAR BLAZE ON THE
 BY0965'SOUTHWEST SIDE OF THE TREE, 15.0 FEET NORTHEAST OF THE CENTER LINE OF
 BY0965'THE ROAD, 2.0 FEET NORTH OF THE PROJECTED CENTER LINE OF A WOODS ROAD
 BY0965'LEADING WEST, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 BY0965'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0965
 BY0965                          STATION RECOVERY (1997)
 BY0965
 BY0965'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0966 ***********************************************************************
 BY0966  DESIGNATION -  TRAM AZIMUTH USE
 BY0966  PID         -  BY0966
 BY0966  STATE/COUNTY-  TX/POLK
 BY0966  USGS QUAD   -  PLUCK (1980)
 BY0966
 BY0966                         *CURRENT SURVEY CONTROL
 BY0966  ___________________________________________________________________
 BY0966* NAD 83(1993)-  31 04 20.78367(N)    094 44 01.55042(W)     ADJUSTED  
 BY0966* NAVD 88     -        80.69   (+/-2cm)     264.7    (feet)  VERTCON   
 BY0966  ___________________________________________________________________
 BY0966  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BY0966  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0966
 BY0966  HORZ ORDER  -  SECOND
 BY0966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0966
 BY0966.The horizontal coordinates were established by classical geodetic methods
 BY0966.and adjusted by the National Geodetic Survey in February 1996..
 BY0966
 BY0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0966.The vertical order pertains to the NGVD 29 superseded value.
 BY0966
 BY0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0966
 BY0966.The geoid height was determined by GEOID03.
 BY0966
 BY0966;                    North         East     Units Scale Factor Converg.
 BY0966;SPC TX C     - 3,169,282.189 1,234,089.650   MT  0.99988251   +2 53 02.8
 BY0966;SPC TX C     -10,397,886.65  4,048,842.46   sFT  0.99988251   +2 53 02.8
 BY0966;UTM  15      - 3,438,921.994   334,597.748   MT  0.99993747   -0 53 42.1
 BY0966
 BY0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0966!SPC TX C     -   0.99999167  x   0.99988251  =   0.99987418
 BY0966!UTM  15      -   0.99999167  x   0.99993747  =   0.99992914
 BY0966
 BY0966                          SUPERSEDED SURVEY CONTROL
 BY0966
 BY0966  NAD 83(1986)-  31 04 20.79510(N)    094 44 01.53895(W) AD(       ) 2
 BY0966  NAD 27      -  31 04 20.11100(N)    094 44 00.79300(W) AD(       ) 2
 BY0966  NGVD 29 (??/??/92)   80.719  (m)          264.83   (f) ADJ UNCH    2 0
 BY0966
 BY0966.Superseded values are not recommended for survey control.
 BY0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0966.See file dsdata.txt to determine how the superseded data were derived.
 BY0966
 BY0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3459838922(NAD 83)
 BY0966_MARKER: DD = SURVEY DISK
 BY0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0966_STAMPING: AZIMUTH
 BY0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0966+STABILITY: SURFACE MOTION
 BY0966
 BY0966  HISTORY     - Date     Condition        Report By
 BY0966  HISTORY     - 1949     MONUMENTED       USE
 BY0966  HISTORY     - 1949     GOOD             NGS
 BY0966  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0966
 BY0966                          STATION DESCRIPTION
 BY0966
 BY0966'DESCRIBED BY US ENGINEERS 1949
 BY0966'TRAM U.S.E.D. AZIMUTH IS SOUTH-SOUTHEAST OF THE STATION,
 BY0966'85 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 25 FEET
 BY0966'EAST OF THE CENTER OF NORTH-SOUTH ROAD.  IT IS A U.S. ENGINEERS
 BY0966'DEPARTMENT STATION MARK SET IN A 12 BY 12 INCH CONCRETE
 BY0966'POST FLUSH WITH THE GROUND AND STAMPED AZIMUTH.
 BY0966
 BY0966                          STATION RECOVERY (1949)
 BY0966
 BY0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY0966'4.4 MI N FROM PLUCK.
 BY0966'4.4 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, 0.1
 BY0966'MILE SOUTH ALONG A DIRT ROAD FROM TRIANGULATION STATION TRAM (C. OF
 BY0966'E.).  194.0 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 BY0966'NORTHEAST, 88.0 FEET NORTH OF A 6 INCH TRIANGULAR BLAZED PINE TREE,
 BY0966'49.0 FEET EAST OF A 14 INCH TRIANGULAR BLAZED PINE TREE, 25.0 FEET
 BY0966'EAST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 1.0 FOOT SOUTH OF
 BY0966'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH
 BY0966'THE GROUND.
 BY0966
 BY0966                          STATION RECOVERY (1997)
 BY0966
 BY0966'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0964 ***********************************************************************
 BY0964  DESIGNATION -  TRAM RM 1
 BY0964  PID         -  BY0964
 BY0964  STATE/COUNTY-  TX/POLK
 BY0964  USGS QUAD   -  PLUCK (1980)
 BY0964
 BY0964                         *CURRENT SURVEY CONTROL
 BY0964  ___________________________________________________________________
 BY0964* NAD 83(1986)-  31 04 27.     (N)    094 44 03.     (W)     SCALED    
 BY0964* NAVD 88     -        84.33   (+/-2cm)     276.7    (feet)  VERTCON   
 BY0964  ___________________________________________________________________
 BY0964  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0964
 BY0964  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0964
 BY0964.The horizontal coordinates were scaled from a topographic map and have
 BY0964.an estimated accuracy of +/- 6 seconds.
 BY0964
 BY0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0964.The vertical order pertains to the NGVD 29 superseded value.
 BY0964
 BY0964.The geoid height was determined by GEOID03.
 BY0964
 BY0964;                    North         East    Units  Estimated Accuracy
 BY0964;SPC TX C     - 3,169,470.    1,234,040.      MT  (+/- 180 meters Scaled)
 BY0964
 BY0964                          SUPERSEDED SURVEY CONTROL
 BY0964
 BY0964  NGVD 29 (??/??/92)   84.357  (m)          276.76   (f) ADJ UNCH    2 0
 BY0964
 BY0964.Superseded values are not recommended for survey control.
 BY0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0964.See file dsdata.txt to determine how the superseded data were derived.
 BY0964
 BY0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ345391(NAD 83)
 BY0964_MARKER: DR = REFERENCE MARK DISK
 BY0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0964_STAMPING: TRAM NO. 1 1949
 BY0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0964+STABILITY: SURFACE MOTION
 BY0964
 BY0964  HISTORY     - Date     Condition        Report By
 BY0964  HISTORY     - 1949     MONUMENTED       CGS
 BY0964  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0964
 BY0964                          STATION DESCRIPTION
 BY0964
 BY0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0964'4.5 MI N FROM PLUCK.
 BY0964'4.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, IN
 BY0964'THE POINT OF A Y-JUNCTION OF DIRT ROADS, 38.0 FEET WEST OF THE CENTER
 BY0964'LINE OF THE NORTH-SOUTH ROAD, 11.0 FEET NORTHEAST OF THE CENTER LINE
 BY0964'OF THE DIRT ROAD LEADING NORTHWEST, 41.4 FEET SOUTH OF A 10-INCH PINE
 BY0964'TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 81.95 FEET
 BY0964'SOUTHEAST OF TRIANGULATION STATION TRAM (COFE), 136.4 FEET SOUTHEAST
 BY0964'OF TRAM R.M. 2, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 BY0964'ABOVE THE GROUND.
 BY0964
 BY0964                          STATION RECOVERY (1997)
 BY0964
 BY0964'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0962 ***********************************************************************
 BY0962  DESIGNATION -  TRAM RM 2
 BY0962  PID         -  BY0962
 BY0962  STATE/COUNTY-  TX/POLK
 BY0962  USGS QUAD   -  PLUCK (1980)
 BY0962
 BY0962                         *CURRENT SURVEY CONTROL
 BY0962  ___________________________________________________________________
 BY0962* NAD 83(1986)-  31 04 27.     (N)    094 44 03.     (W)     SCALED    
 BY0962* NAVD 88     -        84.89   (+/-2cm)     278.5    (feet)  VERTCON   
 BY0962  ___________________________________________________________________
 BY0962  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0962
 BY0962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0962
 BY0962.The horizontal coordinates were scaled from a topographic map and have
 BY0962.an estimated accuracy of +/- 6 seconds.
 BY0962
 BY0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0962.The vertical order pertains to the NGVD 29 superseded value.
 BY0962
 BY0962.The geoid height was determined by GEOID03.
 BY0962
 BY0962;                    North         East    Units  Estimated Accuracy
 BY0962;SPC TX C     - 3,169,470.    1,234,040.      MT  (+/- 180 meters Scaled)
 BY0962
 BY0962                          SUPERSEDED SURVEY CONTROL
 BY0962
 BY0962  NGVD 29 (??/??/92)   84.919  (m)          278.61   (f) ADJ UNCH    2 0
 BY0962
 BY0962.Superseded values are not recommended for survey control.
 BY0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0962.See file dsdata.txt to determine how the superseded data were derived.
 BY0962
 BY0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ345391(NAD 83)
 BY0962_MARKER: DR = REFERENCE MARK DISK
 BY0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0962_STAMPING: TRAM NO. 2 1949
 BY0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0962+STABILITY: SURFACE MOTION
 BY0962
 BY0962  HISTORY     - Date     Condition        Report By
 BY0962  HISTORY     - 1949     MONUMENTED       CGS
 BY0962  HISTORY     - 19970426 POOR             USPSQD
 BY0962
 BY0962                          STATION DESCRIPTION
 BY0962
 BY0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0962'4.5 MI N FROM PLUCK.
 BY0962'4.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, AT A
 BY0962'Y-JUNCTION OF DIRT ROADS, 31.0 FEET NORTHEAST OF THE CENTER LINE OF A
 BY0962'DIRT ROAD LEADING NORTHWEST, 99.0 FEET WEST OF THE CENTER LINE OF THE
 BY0962'NORTH-SOUTH ROAD, 69.4 FEET NORTH OF TRIANGULATION STATION TRAM
 BY0962'(COFE), 136.4 FEET NORTHWEST OF TRAM R.M. 1, 10.0 FEET EAST OF A
 BY0962'FORKED PINE TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BY0962'FOOT ABOVE THE GROUND.
 BY0962
 BY0962                          STATION RECOVERY (1997)
 BY0962
 BY0962'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0962'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1741 ***********************************************************************
 AB1741  DESIGNATION -  TRANCAS
 AB1741  PID         -  AB1741
 AB1741  STATE/COUNTY-  TX/CAMERON
 AB1741  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1741
 AB1741                         *CURRENT SURVEY CONTROL
 AB1741  ___________________________________________________________________
 AB1741* NAD 83(1993)-  26 00 28.17570(N)    097 16 39.00878(W)     ADJUSTED  
 AB1741* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 AB1741  ___________________________________________________________________
 AB1741  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AB1741  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB1741
 AB1741  HORZ ORDER  -  SECOND
 AB1741
 AB1741.The horizontal coordinates were established by classical geodetic methods
 AB1741.and adjusted by the National Geodetic Survey in February 1996..
 AB1741
 AB1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1741
 AB1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1741
 AB1741.The geoid height was determined by GEOID03.
 AB1741
 AB1741;                    North         East     Units Scale Factor Converg.
 AB1741;SPC TX S     - 5,038,392.175   422,388.997   MT  1.00004380   +0 33 18.1
 AB1741;SPC TX S     -16,530,124.99  1,385,787.90   sFT  1.00004380   +0 33 18.1
 AB1741;UTM  14      - 2,877,687.069   672,388.209   MT  0.99996694   +0 45 19.8
 AB1741
 AB1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1741!SPC TX S     -   1.00000259  x   1.00004380  =   1.00004639
 AB1741!UTM  14      -   1.00000259  x   0.99996694  =   0.99996953
 AB1741
 AB1741|---------------------------------------------------------------------|
 AB1741| PID    Reference Object                     Distance      Geod. Az  |
 AB1741|                                                           dddmmss.s |
 AB1741| CS4335 TRANCAS RM 1                          6.335 METERS 15316     |
 AB1741| AB1718 BROWNSVILLE CHAN RNG B R LT           6.664 METERS 25503     |
 AB1741| AB1742 TRANCAS RM 2                          6.724 METERS 25503     |
 AB1741|---------------------------------------------------------------------|
 AB1741
 AB1741                          SUPERSEDED SURVEY CONTROL
 AB1741
 AB1741  NAD 83(1986)-  26 00 28.17817(N)    097 16 38.96724(W) AD(       ) 2
 AB1741  NGVD 29 (06/28/90)    5.0    (m)           16.     (f) VERT ANG       
 AB1741
 AB1741.Superseded values are not recommended for survey control.
 AB1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1741.See file dsdata.txt to determine how the superseded data were derived.
 AB1741
 AB1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7238877687(NAD 83)
 AB1741_MARKER: DS = TRIANGULATION STATION DISK
 AB1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1741_STAMPING: TRANCAS 1985
 AB1741_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1741+STABILITY: SURFACE MOTION
 AB1741
 AB1741  HISTORY     - Date     Condition        Report By
 AB1741  HISTORY     - 1985     MONUMENTED       NGS
 AB1741  HISTORY     - 19910612 GOOD             USPSQD
 AB1741  HISTORY     - 19930226 GOOD             USPSQD
 AB1741
 AB1741                          STATION DESCRIPTION
 AB1741
 AB1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1741'THE STATION IS LOCATED ABOUT 13.6 KM (8.5 MI)
 AB1741'NORTHEAST OF PORT BROWNSVILLE, 9.6 KM (6.0 MI) SOUTHWEST OF PORT
 AB1741'ISABEL, 6.4 KM (4.0 MI) NORTHEAST OF THE ENTRANCE TO THE
 AB1741'BROWNSVILLE FISHING HARBOR AND ADJACENT TO THE BROWNSVILLE SHIP
 AB1741'CHANNEL RANGE B REAR LIGHT.
 AB1741'OWNERSHIP--U S COAST GUARD, BROWNSVILLE NAVIGATION DISTRICT, PORT
 AB1741'OF BROWNSVILLE, POST OFFICE BOX 3070, BROWNSVILLE TX 78523, PHONE
 AB1741'512-831-4592.
 AB1741'
 AB1741'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 100
 AB1741'AT THE WEST EDGE OF PORT ISABEL, GO SOUTHWEST ON HIGHWAY 48 FOR 9.4
 AB1741'KM (5.85 MI) TO A DIRT ROAD LEFT, JUST BEFORE REACHING HIGH GROUND.
 AB1741'TURN LEFT, SOUTHEAST FOR 10 METERS (32.8 FT) TO A FORK. KEEP RIGHT
 AB1741'ON THE DIRT ROAD FOR 0.7 KM (0.45 MI) TO HIGH GROUND AND THE
 AB1741'STATION BY THE NAVIGATION AID.
 AB1741'
 AB1741'THE STATION IS A STANDARD NGS DISK
 AB1741'STAMPED---TRANCAS 1985---,
 AB1741'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1741'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1741'13.4 METERS (44 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 AB1741'TRACK ROAD FORK,
 AB1741'6.6 METERS (21.7 FT) NORTH-NORTHWEST FROM A WITNESS POST,
 AB1741'5.9 METERS (19.3 FT) EAST FROM THE NORTHERN MOST LEG ON A STEEL
 AB1741'NAVIGATIONAL AID TOWER AND
 AB1741'2.8 METERS (9.3 FT) EAST FROM A WITNESS POST.
 AB1741'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AB1741'STAMPED---TRANCAS 1985---,
 AB1741'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AB1741'
 AB1741'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AB1741'STAMPED---TRANCAS NO 1 1985---,
 AB1741'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1741'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1741'19.2 METERS (63 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 AB1741'THE TRACK ROAD FORK,
 AB1741'10.5 METERS (34.5 FT) SOUTHEAST FROM THE NORTHERN MOST LEG OF A
 AB1741'STEEL NAVIGATIONAL AID TOWER,
 AB1741'6.8 METERS (22.2 FT) SOUTHEAST FROM A WITNESS POST AND
 AB1741'0.3 METER (1.0 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 AB1741'MARK IS LEVEL WITH THE STATION.
 AB1741'
 AB1741'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AB1741'STAMPED---TRANCAS NO 2 1985---,
 AB1741'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1741'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1741'11.5 METERS (37.8 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 AB1741'OF THE TRACK ROAD FORK,
 AB1741'10.2 METERS (33.5 FT) NORTHWEST FROM A WITNESS POST AND
 AB1741'4.1 METERS (13.4 FT) NORTHWEST FROM A WITNESS POST.
 AB1741'MARK IS LEVEL WITH THE STATION.
 AB1741'
 AB1741'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 AB1741'
 AB1741'NO AZIMUTH MARK WAS ESTABLISHED. STATION RANGE GEE OR CHANNEL WILL
 AB1741'SERVE AS THE AZIMUTH. SEE DESCRIPTIONS THEREOF.
 AB1741'
 AB1741'A TAPED TRAVERSE WAS MADE TO TRANCAS RM 2 WHICH IS SET DIRECTLY
 AB1741'UNDER THE BROWNSVILLE CHAN RNG B R LT.
 AB1741'
 AB1741'DESCRIBED BY J. N. LEONHARDT.
 AB1741
 AB1741                          STATION RECOVERY (1991)
 AB1741
 AB1741'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1741'RECOVERED IN GOOD CONDITION.
 AB1741
 AB1741                          STATION RECOVERY (1993)
 AB1741
 AB1741'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1741'RECOVERED AS DESCRIBED.  REFERENCE MARK 1 - NOT FOUND REFERENCE MARK 2
 AB1741'- GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1742 ***********************************************************************
 AB1742  DESIGNATION -  TRANCAS RM 2
 AB1742  PID         -  AB1742
 AB1742  STATE/COUNTY-  TX/CAMERON
 AB1742  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1742
 AB1742                         *CURRENT SURVEY CONTROL
 AB1742  ___________________________________________________________________
 AB1742* NAD 83(1993)-  26 00 28.11935(N)    097 16 39.24239(W)     ADJUSTED  
 AB1742* NAVD 88     -         4.83   (+/-2cm)      15.8    (feet)  VERTCON   
 AB1742  ___________________________________________________________________
 AB1742  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AB1742  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB1742
 AB1742  HORZ ORDER  -  SECOND
 AB1742  VERT ORDER  -  THIRD (See Below)
 AB1742
 AB1742.The horizontal coordinates were established by classical geodetic methods
 AB1742.and adjusted by the National Geodetic Survey in February 1996..
 AB1742
 AB1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1742.The vertical order pertains to the NGVD 29 superseded value.
 AB1742
 AB1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1742
 AB1742.The geoid height was determined by GEOID03.
 AB1742
 AB1742;                    North         East     Units Scale Factor Converg.
 AB1742;SPC TX S     - 5,038,390.378   422,382.518   MT  1.00004381   +0 33 18.0
 AB1742;SPC TX S     -16,530,119.10  1,385,766.64   sFT  1.00004381   +0 33 18.0
 AB1742;UTM  14      - 2,877,685.249   672,381.736   MT  0.99996691   +0 45 19.7
 AB1742
 AB1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1742!SPC TX S     -   1.00000261  x   1.00004381  =   1.00004642
 AB1742!UTM  14      -   1.00000261  x   0.99996691  =   0.99996952
 AB1742
 AB1742                          SUPERSEDED SURVEY CONTROL
 AB1742
 AB1742  NAD 83(1986)-  26 00 28.12182(N)    097 16 39.20082(W) AD(       ) 2
 AB1742  NGVD 29 (06/28/90)    4.93   (m)           16.2    (f) LEVELING    3  
 AB1742
 AB1742.Superseded values are not recommended for survey control.
 AB1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1742.See file dsdata.txt to determine how the superseded data were derived.
 AB1742
 AB1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7238277685(NAD 83)
 AB1742_MARKER: DR = REFERENCE MARK DISK
 AB1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1742_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1742+STABILITY: SURFACE MOTION
 AB1742
 AB1742  HISTORY     - Date     Condition        Report By
 AB1742  HISTORY     - 1985     MONUMENTED       NGS
 AB1742  HISTORY     - 19910612 GOOD             USPSQD
 AB1742
 AB1742                          STATION DESCRIPTION
 AB1742
 AB1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1742'THE STATION IS LOCATED ABOUT 13.6 KM (8.5 MI)
 AB1742'NORTHEAST OF PORT BROWNSVILLE, 9.6 KM (6.0 MI) SOUTHWEST OF PORT
 AB1742'ISABEL, 6.4 KM (4.0 MI) NORTHEAST OF THE ENTRANCE TO THE
 AB1742'BROWNSVILLE FISHING HARBOR AND SET UNDER THE BROWNSVILLE SHIP
 AB1742'CHANNEL RANGE B REAR LIGHT.
 AB1742'OWNERSHIP--U S COAST GUARD, BROWNSVILLE NAVIGATION DISTRICT, PORT
 AB1742'OF BROWNSVILLE, POST OFFICE BOX 3070, BROWNSVILLE TX 78523, PHONE
 AB1742'512-831-4592.
 AB1742'
 AB1742'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 100
 AB1742'AT THE WEST EDGE OF PORT ISABEL, GO SOUTHWEST ON HIGHWAY 48 FOR 9.4
 AB1742'KM (5.85 MI) TO A DIRT ROAD LEFT, JUST BEFORE REACHING HIGH GROUND.
 AB1742'TURN LEFT, SOUTHEAST FOR 10 METERS (32.8 FT) TO A FORK. KEEP RIGHT
 AB1742'ON THE DIRT ROAD FOR 0.7 KM (0.45 MI) TO HIGH GROUND AND THE
 AB1742'STATION UNDER THE NAVIGATION AID.
 AB1742'
 AB1742'THE STATION IS A STANDARD NGS DISK
 AB1742'STAMPED---TRANCAS NO 2 1985---,
 AB1742'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1742'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1742'11.5 METERS (37.8 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 AB1742'OF A TRACK ROAD FORK,
 AB1742'10.2 METERS (33.5 FT) NORTHWEST FROM A WITNESS POST AND
 AB1742'4.1 METERS (13.4 FT) NORTHWEST FROM A WITNESS POST.
 AB1742'
 AB1742'NO LIGHT WAS SHOWN FROM THIS STATION.
 AB1742'
 AB1742'A TAPED TRAVERSE WAS MADE TO STATION TRANCAS.
 AB1742'
 AB1742'THIS STATION IS SET DIRECTLY UNDER THE NAVIGATION AID NAMED,
 AB1742'BROWNSVILLE CHAN RNG B R LT.
 AB1742'
 AB1742'DESCRIBED BY J. N. LEONHARDT.
 AB1742
 AB1742                          STATION RECOVERY (1991)
 AB1742
 AB1742'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1134 ***********************************************************************
 BM1134  DESIGNATION -  TRANET
 BM1134  PID         -  BM1134
 BM1134  STATE/COUNTY-  TX/TRAVIS
 BM1134  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1134
 BM1134                         *CURRENT SURVEY CONTROL
 BM1134  ___________________________________________________________________
 BM1134* NAD 83(1993)-  30 23 00.90139(N)    097 43 31.92583(W)     ADJUSTED  
 BM1134* NAVD 88     -       242.7    (meters)     796.     (feet)  VERTCON   
 BM1134  ___________________________________________________________________
 BM1134  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 BM1134  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM1134
 BM1134  HORZ ORDER  -  SECOND
 BM1134
 BM1134.The horizontal coordinates were established by classical geodetic methods
 BM1134.and adjusted by the National Geodetic Survey in February 1996..
 BM1134
 BM1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1134
 BM1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1134
 BM1134.The geoid height was determined by GEOID03.
 BM1134
 BM1134;                    North         East     Units Scale Factor Converg.
 BM1134;SPC TX C     - 3,082,412.440   950,605.336   MT  0.99993946   +1 20 35.4
 BM1134;SPC TX C     -10,112,881.48  3,118,777.67   sFT  0.99993946   +1 20 35.4
 BM1134;UTM  14      - 3,361,979.656   622,448.698   MT  0.99978497   +0 38 40.9
 BM1134
 BM1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1134!SPC TX C     -   0.99996594  x   0.99993946  =   0.99990540
 BM1134!UTM  14      -   0.99996594  x   0.99978497  =   0.99975092
 BM1134
 BM1134                          SUPERSEDED SURVEY CONTROL
 BM1134
 BM1134  NAD 83(1986)-  30 23 00.92001(N)    097 43 31.90934(W) AD(       ) 2
 BM1134  NGVD 29 (01/26/93)  242.6    (m)          796.     (f) H LEVEL        
 BM1134
 BM1134.Superseded values are not recommended for survey control.
 BM1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1134.See file dsdata.txt to determine how the superseded data were derived.
 BM1134
 BM1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2244961980(NAD 83)
 BM1134_MARKER: DH = HORIZONTAL CONTROL DISK
 BM1134_SETTING: 0 = UNSPECIFIED SETTING
 BM1134_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM1134
 BM1134  HISTORY     - Date     Condition        Report By
 BM1134  HISTORY     - 1983     MONUMENTED       NGS
 BM1134
 BM1134                          STATION DESCRIPTION
 BM1134
 BM1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1134'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1134'CENTER, ON THE ROOF OF THE APPLIED RESEARCH LABORATORIES BUILDING.
 BM1134'OWNERSHIP--LOYD HAMPTON-DIRECVOR, APPLIED RESEARCH LABORATORIES,
 BM1134'THE UNIVERSITY OF TEXAS AT AUSTIN, P.O. BOX 8029, 10000 BURNET
 BM1134'ROAD, AUSTIN, TX 78712. TELEPHONE 512-835-3251.
 BM1134'
 BM1134'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1134'AND US HIGHWAY 183 IN NORTH AUSTIN, GO NORTHWEST ON HIGHWAY 183
 BM1134'FOR 4.65 KM (2.9 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON
 BM1134'BURNET ROAD FOR 1.05 KM (0.7 MI) TO A ROAD RIGHT
 BM1134'AND THE ENTRANCE TO THE LAB ON THE LEFT.  TURN LEFT INTO THE
 BM1134'PARKING LOT AND END OF TRUCK TRAVEL.  STATION IS ON THE ROOF OF
 BM1134'THIS BUILDING.
 BM1134'
 BM1134'THE STATION IS A STANDARD NGS DISK
 BM1134'STAMPED---TRANET 1983---,
 BM1134'DISK WAS DESHANKED AND EPOXIED TO A CONCRETE BUILDING PIER
 BM1134'PROJECTING 20 CM ABOVE THE ROOF.
 BM1134'IT IS LOCATED
 BM1134'10.9 METER (35.8 FT) NORTH FROM SOUTH EDGE OF ROOF, 18.5 METERS
 BM1134'(60.7 FT) EAST FROM WEST EDGE OF ROOF, AND 14.5 METERS (47.6 FT)
 BM1134'SOUTHEAST FROM THE CENTER OF A ROOF HATCH.
 BM1134'
 BM1134'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1 METERS.
 BM1134'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0416 ***********************************************************************
 CE0416  DESIGNATION -  TRANS
 CE0416  PID         -  CE0416
 CE0416  STATE/COUNTY-  TX/EL PASO
 CE0416  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0416
 CE0416                         *CURRENT SURVEY CONTROL
 CE0416  ___________________________________________________________________
 CE0416* NAD 83(1993)-  31 53 56.54035(N)    106 24 25.38548(W)     ADJUSTED  
 CE0416* NAVD 88     -      1198.217  (meters)    3931.15   (feet)  ADJUSTED  
 CE0416  ___________________________________________________________________
 CE0416  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CE0416  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0416  DYNAMIC HT  -        1196.400 (meters)    3925.19  (feet)  COMP
 CE0416  MODELED GRAV-     979,082.1   (mgal)                       NAVD 88
 CE0416
 CE0416  HORZ ORDER  -  FIRST
 CE0416  VERT ORDER  -  FIRST     CLASS II
 CE0416
 CE0416.The horizontal coordinates were established by classical geodetic methods
 CE0416.and adjusted by the National Geodetic Survey in February 1996..
 CE0416
 CE0416.The orthometric height was determined by differential leveling
 CE0416.and adjusted by the National Geodetic Survey in June 1991..
 CE0416
 CE0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0416
 CE0416.The geoid height was determined by GEOID03.
 CE0416
 CE0416.The dynamic height is computed by dividing the NAVD 88
 CE0416.geopotential number by the normal gravity value computed on the
 CE0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0416.degrees latitude (g = 980.6199 gals.).
 CE0416
 CE0416.The modeled gravity was interpolated from observed gravity values.
 CE0416
 CE0416;                    North         East     Units Scale Factor Converg.
 CE0416;SPC TX C     - 3,263,163.147   125,730.267   MT  1.00000426   -3 07 42.0
 CE0416;SPC TX C     -10,705,894.42    412,500.05   sFT  1.00000426   -3 07 42.0
 CE0416;UTM  13      - 3,530,108.441   366,945.087   MT  0.99981834   -0 44 37.1
 CE0416
 CE0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0416!SPC TX C     -   0.99981566  x   1.00000426  =   0.99981992
 CE0416!UTM  13      -   0.99981566  x   0.99981834  =   0.99963403
 CE0416
 CE0416|---------------------------------------------------------------------|
 CE0416| PID    Reference Object                     Distance      Geod. Az  |
 CE0416|                                                           dddmmss.s |
 CE0416| CE0631 TOBIN                               345.514 METERS 00806     |
 CE0416| CE0636 TSP 1 BLK 80 81                      39.643 METERS 03847     |
 CE0416| CE0417 TRANS RM 1                           19.385 METERS 13109     |
 CE0416| CE0418 108                                   9.817 METERS 26900     |
 CE0416| CE0640 TRANS AZ MK                         APPROX. 1.5 KM 2693447.5 |
 CE0416|---------------------------------------------------------------------|
 CE0416
 CE0416                          SUPERSEDED SURVEY CONTROL
 CE0416
 CE0416  NAD 83(1993)-  31 53 56.54156(N)    106 24 25.38555(W) AD(       ) 1
 CE0416  NAD 83(1986)-  31 53 56.54423(N)    106 24 25.38426(W) AD(       ) 1
 CE0416  NAD 27      -  31 53 56.16409(N)    106 24 23.43382(W) AD(       ) 1
 CE0416  NGVD 29 (07/19/86) 1198.4    (m)         3932.     (f) VERT ANG       
 CE0416
 CE0416.Superseded values are not recommended for survey control.
 CE0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0416.See file dsdata.txt to determine how the superseded data were derived.
 CE0416
 CE0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6694530108(NAD 83)
 CE0416_MARKER: DS = TRIANGULATION STATION DISK
 CE0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0416_SP_SET: CONCRETE POST
 CE0416_STAMPING: TRANS 1980
 CE0416_MARK LOGO: NGS   
 CE0416_PROJECTION: RECESSED 3 CENTIMETERS
 CE0416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0416+STABILITY: SURFACE MOTION
 CE0416
 CE0416  HISTORY     - Date     Condition        Report By
 CE0416  HISTORY     - 1980     MONUMENTED       NGS
 CE0416  HISTORY     - 1981     GOOD             NGS
 CE0416  HISTORY     - 1981     GOOD             NGS
 CE0416
 CE0416                          STATION DESCRIPTION
 CE0416
 CE0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0416'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) NORTHEAST OF
 CE0416'DOWNTOWN EL PASO, 11.3 KM (7 MI) NORTH OF EL PASO INTERNATIONAL
 CE0416'AIRPORT CONTROL TOWER, AND 9.7 KM (6 MI) EAST OF NORTH
 CE0416'FRANKLIN MOUNTAIN.
 CE0416'OWNERSHIP--STATE HIGHWAY DEPARTMENT, PERMISSION FROM MR.
 CE0416'LYLE W. SCARBROUGH, SUPERVISING DESIGN ENGINEER, 212 NORTH
 CE0416'CLARK, EL PASO, TX 79905, TELEPHONE NUMBER 915-778-4254.
 CE0416'
 CE0416'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM ROAD
 CE0416'3255 (WAR ROAD) AND LOOP 375 (TRANS MOUNTAIN ROAD), ABOUT
 CE0416'16.1 KM (10 MI) NORTH OF THE CENTER OF EL PASO, GO EAST
 CE0416'ON TRANS MOUNTAIN ROAD FOR 3.2 KM (2.0 MI) TO THE JUNCTION
 CE0416'OF MCCOMBS STREET AND THE STATION ON THE RIGHT IN MEDIAN
 CE0416'OF TRANS MOUNTAIN ROAD.
 CE0416'
 CE0416'THE STATION IS A STANDARD NGS DISK
 CE0416'STAMPED---TRANS 1980---,
 CE0416'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0416'FLUSH WITH GROUND.  IT IS LOCATED
 CE0416'17.1 METERS (56.0 FT) SOUTH FROM THE EDGE OF WEST BOUND TRANS
 CE0416'MOUNTAIN ROAD,
 CE0416'17.1 METERS (56.0 FT) NORTH FROM THE EDGE OF EAST BOUND TRANS
 CE0416'MOUNTAIN ROAD, AND
 CE0416'13.6 METERS (44.5 FT) WEST FROM THE EDGE OF MCCOMBS STREET.
 CE0416'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CE0416'STAMPED---TRANS 1980---,
 CE0416'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0416'
 CE0416'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 CE0416'STAMPED---TRANS NO 1 1981---,
 CE0416'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0416'FLUSH WITH GROUND.  IT IS LOCATED
 CE0416'9.6 METERS (31.5 FT) WEST FROM THE CENTER OF MCCOMBS STREET AND
 CE0416'8.1 METERS (26.6 FT) NORTH FROM THE CENTER OF TRANS MOUNTAIN ROAD,
 CE0416'EAST BOUND.
 CE0416'MARK IS LEVEL WITH STATION.
 CE0416'
 CE0416'BM 108 TXHD IS A TEXAS HIGHWAY DEPARTMENT BENCH
 CE0416'MARK
 CE0416'STAMPED---BM 10-8---,
 CE0416'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0416'FLUSH WITH GROUND.  IT IS LOCATED
 CE0416'17.2 METERS (56.5 FT) SOUTH FROM THE EDGE OF WEST BOUND TRANS
 CE0416'MOUNTAIN,
 CE0416'17.2 METERS (56.5 FT) NORTH FROM THE EDGE OF EAST BOUND TRANS
 CE0416'MOUNTAIN ROAD, AND
 CE0416'23.9 METERS (78.5 FT) WEST FROM THE EDGE OF MCCOMBS STREET.
 CE0416'MARK IS LEVEL WITH STATION.
 CE0416'
 CE0416'TSP 1 BLK 80 81 EPGS IS A CITY OF EL PASO DISK THAT BEARS
 CE0416'NO STAMPING AND IS SET INTO A DRILL HOLE IN THE CURB.
 CE0416'IT IS LOCATED
 CE0416'10.2 METERS (33.5 FT) NORTH FROM THE CENTER OF TRANS MOUNTAIN
 CE0416'ROAD, WEST BOUND,
 CE0416'6.6 METERS (21.6 FT) EAST FROM THE CENTER OF MCCOMBS ROAD, SOUTH
 CE0416'BOUND, AND
 CE0416'5.8 METERS (19.0 FT) WEST FROM THE CENTER OF MCCOMBS ROAD, NORTH
 CE0416'BOUND.
 CE0416'
 CE0416'AZIMUTH MARK 1 IS A STANDARD DISK
 CE0416'STAMPED---TRANS 1980---,
 CE0416'CEMENTED IN A DRILL HOLE IN A CONCRETE FOOTING FOR A
 CE0416'PUMP STATION.  IT IS LOCATED
 CE0416'17.2 METERS (56.5 FT)NORTH FROM THE EDGE OF THE EAST BOUND
 CE0416'LANE OF TRANS MOUNTAIN ROAD,
 CE0416'14.8 METERS (48.7 FT) SOUTH FROM THE EDGE OF THE WEST BOUND
 CE0416'LANE OF TRANS MOUNTAIN ROAD,
 CE0416'3.4 METERS (11.3 FT) NORTH FROM THE NORTHEAST CORNER OF A
 CE0416'PUMP HOUSE.
 CE0416'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED WEST
 CE0416'ON TRANS MOUNTAIN ROAD FOR 1.6 KM (1.0 MI) TO THE
 CE0416'MARK ON THE LEFT.
 CE0416'
 CE0416'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
 CE0416
 CE0416                          STATION RECOVERY (1981)
 CE0416
 CE0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CE0416'STATION MARK AND REFERENCE MARK NO 1 WERE REOCVERED IN GOOD CONDITION.
 CE0416
 CE0416                          STATION RECOVERY (1981)
 CE0416
 CE0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0416'IN EL PASO.
 CE0416'IN EL PASO, AT THE INTERSECTION OF MCCOMBS STREET AND TRANS MOUNTAIN
 CE0416'ROAD, 20.1 METERS (65.9 FT) NORTHWEST OF RM 1, 17.4 METERS (57.0)
 CE0416'NORTH OF THE NORTH CURB OF THE EAST BOUND LANES OF TRANS MOUNTAIN
 CE0416'ROAD, 17.2 METERS (56.5 FT) SOUTH OF THE SOUTH CURB OF THE WEST
 CE0416'BOUND LANES OF TRANS MOUNTAIN ROAD, 14.2 METERS (46.5 FT) WEST
 CE0416'OF THE WEST CURB OF THE SOUTH BOUND LANES OF THE STREET AND 9.8
 CE0416'METERS (32.5 FT) EAST OF BM 108.
 CE0416'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0640 ***********************************************************************
 CE0640  DESIGNATION -  TRANS AZ MK
 CE0640  PID         -  CE0640
 CE0640  STATE/COUNTY-  TX/EL PASO
 CE0640  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0640
 CE0640                         *CURRENT SURVEY CONTROL
 CE0640  ___________________________________________________________________
 CE0640* NAD 83(1993)-  31 53 56.17095(N)    106 25 23.83690(W)     ADJUSTED  
 CE0640* NAVD 88     -      1195.9    (meters)    3924.     (feet)  VERTCON   
 CE0640  ___________________________________________________________________
 CE0640  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 CE0640  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CE0640
 CE0640  HORZ ORDER  -  SECOND
 CE0640
 CE0640.The horizontal coordinates were established by classical geodetic methods
 CE0640.and adjusted by the National Geodetic Survey in February 1996..
 CE0640.No horizontal observational check was made to the station.
 CE0640
 CE0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0640
 CE0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0640
 CE0640.The geoid height was determined by GEOID03.
 CE0640
 CE0640;                    North         East     Units Scale Factor Converg.
 CE0640;SPC TX C     - 3,263,235.717   124,196.016   MT  1.00000423   -3 08 12.1
 CE0640;SPC TX C     -10,706,132.51    407,466.43   sFT  1.00000423   -3 08 12.1
 CE0640;UTM  13      - 3,530,117.111   365,409.426   MT  0.99982341   -0 45 08.0
 CE0640
 CE0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0640!SPC TX C     -   0.99981601  x   1.00000423  =   0.99982024
 CE0640!UTM  13      -   0.99981601  x   0.99982341  =   0.99963945
 CE0640
 CE0640                          SUPERSEDED SURVEY CONTROL
 CE0640
 CE0640  NAD 83(1993)-  31 53 56.17206(N)    106 25 23.83694(W) AD(       ) 2
 CE0640  NAD 83(1986)-  31 53 56.17487(N)    106 25 23.83567(W) AD(       ) 2
 CE0640  NAD 27      -  31 53 55.79518(N)    106 25 21.88373(W) AD(       ) 2
 CE0640  NGVD 29 (07/19/86) 1195.4    (m)         3922.     (f) VERT ANG       
 CE0640
 CE0640.Superseded values are not recommended for survey control.
 CE0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0640.See file dsdata.txt to determine how the superseded data were derived.
 CE0640
 CE0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6540930117(NAD 83)
 CE0640_MARKER: DZ = AZIMUTH MARK DISK
 CE0640_SETTING: 0 = UNSPECIFIED SETTING
 CE0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0640
 CE0640  HISTORY     - Date     Condition        Report By
 CE0640  HISTORY     - 1980     MONUMENTED       NGS
 CE0640
 CE0640                          STATION DESCRIPTION
 CE0640
 CE0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0640'THE STATION IS LOCATED ABOUT 11.1 KM (7 MI) NORTH OF THE
 CE0640'INTERNATIONAL AIRPORT, 6.4 KM (4 MI) EAST OF NORTH FRANKLIN
 CE0640'MOUNTAIN AND IN THE MEDIAN OF LOOP 375 (TRANS MOUNTAIN
 CE0640'ROAD).
 CE0640'OWNERSHIP--STATE HIGHWAY DEPARTMENT, PERMISSION FROM MR.
 CE0640'LYLE D. SCARBROUGH, SUPERVISING DESIGN ENGINEER,
 CE0640'212 NORTH CLARK, EL PASO, TX 79905, TELEPHONE NUMBER
 CE0640'915-778-4254.
 CE0640'
 CE0640'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM ROAD
 CE0640'3255 (WAR ROAD) AND LOOP 375 (TRANS MOUNTAIN ROAD), GO EAST
 CE0640'ON TRANS MOUNTAIN ROAD 1.8 KM (1.1 MI) TO THE STATION ON
 CE0640'THE LEFT.
 CE0640'
 CE0640'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CE0640'STAMPED---TRANS 1980---,
 CE0640'SET INTO A DRILL HOLE IN A CONCRETE FOUNDATION.
 CE0640'IT IS LOCATED
 CE0640'17.1 METERS (56.1 FT) NORTH FROM THE CURB OF THE EAST BOUND LANE
 CE0640'OF LOOP 375 (TRANS MOUNTAIN ROAD),
 CE0640'14.1 METERS (46.2 FT) SOUTH FROM THE CURB OF THE WEST BOUND LANE
 CE0640'OF LOOP 375 (TRANS MOUNTAIN ROAD), AND
 CE0640'3.45 METERS (11.3 FT) NORTH FROM THE NORTHEAST CORNER OF A SMALL
 CE0640'BUILDING.
 CE0640'
 CE0640'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0417 ***********************************************************************
 CE0417  DESIGNATION -  TRANS RM 1
 CE0417  PID         -  CE0417
 CE0417  STATE/COUNTY-  TX/EL PASO
 CE0417  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0417
 CE0417                         *CURRENT SURVEY CONTROL
 CE0417  ___________________________________________________________________
 CE0417* NAD 83(1986)-  31 53 55.     (N)    106 24 24.     (W)     SCALED    
 CE0417* NAVD 88     -      1197.968  (meters)    3930.33   (feet)  ADJUSTED  
 CE0417  ___________________________________________________________________
 CE0417  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CE0417  DYNAMIC HT  -        1196.151 (meters)    3924.37  (feet)  COMP
 CE0417  MODELED GRAV-     979,082.0   (mgal)                       NAVD 88
 CE0417
 CE0417  VERT ORDER  -  FIRST     CLASS II
 CE0417
 CE0417.The horizontal coordinates were scaled from a topographic map and have
 CE0417.an estimated accuracy of +/- 6 seconds.
 CE0417
 CE0417.The orthometric height was determined by differential leveling
 CE0417.and adjusted by the National Geodetic Survey in June 1991..
 CE0417
 CE0417.The geoid height was determined by GEOID03.
 CE0417
 CE0417.The dynamic height is computed by dividing the NAVD 88
 CE0417.geopotential number by the normal gravity value computed on the
 CE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0417.degrees latitude (g = 980.6199 gals.).
 CE0417
 CE0417.The modeled gravity was interpolated from observed gravity values.
 CE0417
 CE0417;                    North         East    Units  Estimated Accuracy
 CE0417;SPC TX C     - 3,263,110.      125,760.      MT  (+/- 180 meters Scaled)
 CE0417
 CE0417                          SUPERSEDED SURVEY CONTROL
 CE0417
 CE0417.No superseded survey control is available for this station.
 CE0417
 CE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR669300(NAD 83)
 CE0417_MARKER: DR = REFERENCE MARK DISK
 CE0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0417_SP_SET: CONCRETE POST
 CE0417_STAMPING: TRANS NO 1 1980
 CE0417_MARK LOGO: NGS   
 CE0417_PROJECTION: FLUSH
 CE0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0417+STABILITY: SURFACE MOTION
 CE0417
 CE0417  HISTORY     - Date     Condition        Report By
 CE0417  HISTORY     - 1980     MONUMENTED       NGS
 CE0417  HISTORY     - 1981     GOOD             NGS
 CE0417
 CE0417                          STATION DESCRIPTION
 CE0417
 CE0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0417'IN EL PASO.
 CE0417'IN EL PASO, AT THE INTERSECTION OF TRANS MOUNTAIN ROAD AND MCCOMBS
 CE0417'STREET, 29.3 METERS (96.2 FT) SOUTH OF THE SOUTH CURB OF THE WEST
 CE0417'BOUND LANES OF THE ROAD, 19.3 METERS (63.2 FT) SOUTHEAST OF THE
 CE0417'STATION MARK, 4.6 METERS (15.0 FT) NORTH OF THE NORTH CURB OF THE
 CE0417'EAST BOUND LANES OF THE ROAD, 3.9 METERS (12.9 FT) NORTHEAST OF A STOP
 CE0417'SIGN AND 0.5 METER (1.5 FT) WEST OF THE WEST CURB OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2707 ***********************************************************************
 AX2707  DESIGNATION -  TRANSET
 AX2707  PID         -  AX2707
 AX2707  STATE/COUNTY-  TX/WHARTON
 AX2707  USGS QUAD   -  HAHN (1981)
 AX2707
 AX2707                         *CURRENT SURVEY CONTROL
 AX2707  ___________________________________________________________________
 AX2707* NAD 83(1993)-  29 19 06.12073(N)    096 25 37.65716(W)     ADJUSTED  
 AX2707* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 AX2707  ___________________________________________________________________
 AX2707  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AX2707  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX2707
 AX2707  HORZ ORDER  -  SECOND
 AX2707
 AX2707.The horizontal coordinates were established by classical geodetic methods
 AX2707.and adjusted by the National Geodetic Survey in February 1996..
 AX2707
 AX2707.The orthometric height was scaled from a topographic map.
 AX2707
 AX2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2707
 AX2707.The geoid height was determined by GEOID03.
 AX2707
 AX2707;                    North         East     Units Scale Factor Converg.
 AX2707;SPC TXSC     - 4,167,329.551   849,871.546   MT  0.99986328   +1 15 37.7
 AX2707;SPC TXSC     -13,672,313.70  2,788,286.90   sFT  0.99986328   +1 15 37.7
 AX2707;UTM  14      - 3,246,007.062   749,869.924   MT  1.00037048   +1 15 37.8
 AX2707
 AX2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2707!SPC TXSC     -   0.99999785  x   0.99986328  =   0.99986113
 AX2707!UTM  14      -   0.99999785  x   1.00037048  =   1.00036833
 AX2707
 AX2707:                Primary Azimuth Mark                     Grid Az
 AX2707:SPC TXSC     -  RAUN RICE DRYER                          078 19 38.2
 AX2707:UTM  14      -  RAUN RICE DRYER                          078 19 38.1
 AX2707
 AX2707|---------------------------------------------------------------------|
 AX2707| PID    Reference Object                     Distance      Geod. Az  |
 AX2707|                                                           dddmmss.s |
 AX2707| AX2706 RAUN RICE DRYER                     APPROX. 2.5 KM 0793515.9 |
 AX2707| CV6877 TRANSET RM 1                         31.531 METERS 08813     |
 AX2707| CV6875 TRANSET AZ MK                                      2114904.8 |
 AX2707| CV6876 TRANSET AZ MK 2                                    2122342.9 |
 AX2707| CV6879 TRANSET RM 3                          8.060 METERS 23831     |
 AX2707| CV6878 TRANSET RM 2                         39.618 METERS 35341     |
 AX2707|---------------------------------------------------------------------|
 AX2707
 AX2707                          SUPERSEDED SURVEY CONTROL
 AX2707
 AX2707  NAD 83(1986)-  29 19 06.13457(N)    096 25 37.64291(W) AD(       ) 2
 AX2707  NAD 27      -  29 19 05.24186(N)    096 25 36.75785(W) AD(       ) 2
 AX2707
 AX2707.Superseded values are not recommended for survey control.
 AX2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2707.See file dsdata.txt to determine how the superseded data were derived.
 AX2707
 AX2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4987046007(NAD 83)
 AX2707_MARKER: DS = TRIANGULATION STATION DISK
 AX2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2707
 AX2707  HISTORY     - Date     Condition        Report By
 AX2707  HISTORY     - 1954     MONUMENTED       CGS
 AX2707  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AX2707  HISTORY     - 1963     GOOD             CGS
 AX2707
 AX2707                          STATION DESCRIPTION
 AX2707
 AX2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2707'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF EL CAMPO, 10 MILES
 AX2707'SOUTHWEST OF GARWOOD AND 5.5 MILES WEST OF NEW TAITON.  IT IS ON
 AX2707'PROPERTY OF MR. RUSSELL RAUN, ON THE SOUTH SIDE OF A CURVE IN THE
 AX2707'PIRVATE ROAD TO THE NORTH.
 AX2707'
 AX2707'TO REACH THE STATION FROM THE POST OFFICE IN NEW TAITON, GO SOUTH ON
 AX2707'STATE HIGHWAY 71 FOR 1.5 MILES TO A GRAVELED CROSS ROAD AND A LARGE
 AX2707'R C COLA SIGN ON THE RIGHT.  TURN RIGHT ON GRAVELED ROAD AND GO 4.3
 AX2707'MILES TO A CROSS ROAD AT THE HAHN PRAIRIE SCHOOL.  CONTINUE AHEAD,
 AX2707'WEST, FOR 2 MILES TO A T-ROAD RIGHT JUST BEFORE REACHING A SMALL
 AX2707'BRIDGE.  GO RIGHT ON GRADED ROAD FOR 2.3 MILES TO THE WEST END
 AX2707'OF A JOG IN THE ROAD AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 AX2707'AHEAD, NORTH, PASSING A TRUNK LINE GAS CO MONUMENT AND FENCE
 AX2707'CROSSING NUMBER 61, FOR 0.5 MILE TO THE EAST END OF A SECOND
 AX2707'JOG IN THE ROAD AND THE STATION MARK ON THE RIGHT.
 AX2707'
 AX2707'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2707'PROJECTING 6 INCHES.  IT IS 89 FEET SOUTH OF A Y-INTERSECTION WITH A
 AX2707'FARM ROAD, 36 FEET WEST OF GATE INTO A PRIVATE FIELD, 15 FEET NORTH
 AX2707'OF AN EAST-WEST FENCELINE AND 2 FEET NORTH OF A WITNESS POST.  THE
 AX2707'MARK IS STAMPED TRANSET 1954.
 AX2707'
 AX2707'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2707'PROJECTING 8 INCHES.  IT IS 46 FEET EAST OF A FENCE CORNER, 2 FEET
 AX2707'NORTHWEST OF A FENCE CORNER POST, 20 FEET NORTH OF THE CENTERLINE
 AX2707'OF A FARM LANE AND 1.5 FEET SOUTH OF A WITNESS POST.  THE MARK IS
 AX2707'STAMPED TRANSET NO 1 1954.
 AX2707'
 AX2707'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2707'PROJECTING 8 INCHES.  IT IS 34 FEET NORTH OF THE Y-INTERSECTION, 32
 AX2707'FEET WEST OF THE CENTERLINE OF THE ROAD, 5.5 FEET NORTH OF A LARGE
 AX2707'FENCE CORNER POST AND IN THE SOUTHEAST CORNER OF A CULTIVATED
 AX2707'FIELD.  THE MARK IS STAMPED TRANSET NO 2 1954.
 AX2707'
 AX2707'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2707'PROJECTING 8 INCHES.  IT IS 35 FEET SOUTH OF A Y-INTERSECTION WITH A
 AX2707'FARM LEFT WEST, 29 FEET EAST OF A T-TYPE FENCE CORNER, 3 FEET WEST
 AX2707'OF A WITNESS POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCELINE.
 AX2707'THE MARK IS STAMPED TRANSET 1954.
 AX2707'
 AX2707'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 AX2707
 AX2707                          STATION RECOVERY (1959)
 AX2707
 AX2707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 AX2707'THE STATION, AZIMUTH AND REFERENCE MARK NUMBER 2 WERE RECOVERED IN
 AX2707'GOOD CONDITION.  REFERENCE MARK NO 1 WAS FOUND OUT OF THE GROUND AND
 AX2707'THE AZIMUTH MARK WAS IN THE WAY OF NEW ROAD CONSTRUCTION.  THE
 AX2707'AZIMUTH MARK WAS DESTROYED AFTER A NEW AZIMUTH MARK WAS ESTABLISHED
 AX2707'AND REFERENCE MARK NO 3 WAS SET.
 AX2707'
 AX2707'A REVISED DESCRIPTION IS AS FOLLOWS.  THE STATION IS LOCATED ABOUT 12
 AX2707'MILES NORTHWEST OF EL CAMPO, 10 MILES SOUTHWEST OF GARWOOD AND 5.5
 AX2707'MILES WEST OF NEW TAITON.  IT 0.2 MILE SOUTH AND 1.7 MILES WEST OF
 AX2707'THE RUSSELL RAUN RICE DRYER, ON THE RAUN RANCH, ON THE SOUTH SIDE OF
 AX2707'A CURVE IN THE DIRT ROAD LEADING NORTH AND WEST AND IS ABOUT THE
 AX2707'CENTER OF THE EXTENSION OF THE FARM ROAD LEADING EAST FROM THE
 AX2707'STATION TO THE DRYER AND STORAGE BINS.
 AX2707'
 AX2707'THE STATION MARK IS A STANDARD DISK STAMPED TRANSET 1954 IN A
 AX2707'CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES, AND 2 FEET NORTH OF A
 AX2707'4 X 4 POST.  IT IS 15 FEET NORTH OF A SHORT SECTION OF AN EAST WEST
 AX2707'FENCE LINE, AND 89 FEET SOUTH OF A Y INTERSECTION OF THE MAIN DIRT
 AX2707'ROAD AND A FARM ROAD WHICH LEADS EAST TO THE DRYER.
 AX2707'
 AX2707'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHWEST, IN THE CORNER
 AX2707'OF A FENCE, 2 FEET NORTH OF AN EAST-WEST FENCE 4 FEET EAST,
 AX2707'NORTHEAST OF THE CORNER POST AND 4 FEET EAST OF THE FENCE LEADING
 AX2707'NORTH.  IT IS 2 FEET SOUTH OF A 4 X 4 POST.  THE ROAD FEATURES WILL
 AX2707'BE CHANGED IN THE NEAR FUTURE WHEN THE ROAD IS REBUILT AND
 AX2707'STRAIGHTENED.  MARK PROJECTS 3 INCHES.
 AX2707'
 AX2707'REFERENCE MARK NO 2 IS A DISK IN A CONCRETE POST PROJECTING 5 INCHES,
 AX2707'STAMPED TRANSET 1954 NO 2.  IN A FENCE CORNER, 3 FEET NORTH OF A
 AX2707'FENCE LINE LEADING SOUTHWEST ALONG THE NORTHWEST SIDE OF THE DIRT
 AX2707'ROAD AND 5 FEET WEST OF THE FENCE CORNER AND THE FENCE LEADING NORTH
 AX2707'ALONG THE WEST SIDE OF THE DIRT ROAD.
 AX2707'
 AX2707'REFERENCE MARK NO 3 IS A DISK STAMPED TRANSET 1954 NO 3 1959 IN A
 AX2707'CONCRETE POST PROJECTING ABOUT 1 FOOT, 2 FEET NORTH OF THE SHORT
 AX2707'SECTION OF AN EAST-WEST FENCE LINE.
 AX2707'
 AX2707'TO REACH FROM THE POST OFFICE IN NEW TAITON, GO SOUTH ON HIGHWAY NO
 AX2707'71, 1.5 MILES TO A CROSS ROAD.  TURN RIGHT HERE AND GO WEST 6.3
 AX2707'MILES TO A T ROAD NORTH.  TURN RIGHT HERE AND GO NORTH 02.3 MILES TO
 AX2707'A GATE AND FARM ROAD ON THE LEFT OR WEST AND THE AZIMUTH MARK ON THE
 AX2707'LEFT AS DESCRIBED.  THEN CONTINUE ABOUT 0.2 MILE AND THEN NORTHEAST
 AX2707'0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AX2707
 AX2707                          STATION RECOVERY (1963)
 AX2707
 AX2707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2707'STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 AX2707'DESCRIBED.  REFERENCE MARK NO 1 IS LAYING IN THE DITCH AND REFERENCE
 AX2707'MARK NO 2 HAS BEEN DESTROYED.  DIRECTIONS FOR PROCEEDING TO STATION
 AX2707'SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1450 ***********************************************************************
 AH1450  DESIGNATION -  TRANSIENT
 AH1450  PID         -  AH1450
 AH1450  STATE/COUNTY-  TX/KLEBERG
 AH1450  USGS QUAD   -  SOUTH BIRD ISLAND SE (1975)
 AH1450
 AH1450                         *CURRENT SURVEY CONTROL
 AH1450  ___________________________________________________________________
 AH1450* NAD 83(1993)-  27 20 22.60988(N)    097 19 49.00674(W)     ADJUSTED  
 AH1450* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1450  ___________________________________________________________________
 AH1450  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH1450  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AH1450
 AH1450  HORZ ORDER  -  THIRD
 AH1450
 AH1450.The horizontal coordinates were established by classical geodetic methods
 AH1450.and adjusted by the National Geodetic Survey in February 1996..
 AH1450
 AH1450.The orthometric height was scaled from a topographic map.
 AH1450
 AH1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1450
 AH1450.The geoid height was determined by GEOID03.
 AH1450
 AH1450;                    North         East     Units Scale Factor Converg.
 AH1450;SPC TX S     - 5,185,885.872   415,737.832   MT  0.99991218   +0 31 51.8
 AH1450;SPC TX S     -17,014,027.23  1,363,966.54   sFT  0.99991218   +0 31 51.8
 AH1450;UTM  14      - 3,025,157.057   665,174.669   MT  0.99993679   +0 46 01.3
 AH1450
 AH1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1450!SPC TX S     -   1.00000317  x   0.99991218  =   0.99991535
 AH1450!UTM  14      -   1.00000317  x   0.99993679  =   0.99993996
 AH1450
 AH1450|---------------------------------------------------------------------|
 AH1450| PID    Reference Object                     Distance      Geod. Az  |
 AH1450|                                                           dddmmss.s |
 AH1450| CV3525 TRANSIENT RM                                       08928     |
 AH1450| AH1464 ROX                                 APPROX. 8.5 KM 2793052.1 |
 AH1450|---------------------------------------------------------------------|
 AH1450
 AH1450                          SUPERSEDED SURVEY CONTROL
 AH1450
 AH1450  NAD 83(1986)-  27 20 22.62523(N)    097 19 48.98427(W) AD(       ) 3
 AH1450  NAD 27      -  27 20 21.46700(N)    097 19 48.04200(W) AD(       ) 3
 AH1450
 AH1450.Superseded values are not recommended for survey control.
 AH1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1450.See file dsdata.txt to determine how the superseded data were derived.
 AH1450
 AH1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6517525157(NAD 83)
 AH1450_MARKER: DS = TRIANGULATION STATION DISK
 AH1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1450_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1450
 AH1450  HISTORY     - Date     Condition        Report By
 AH1450  HISTORY     - 1912     MONUMENTED       CGS
 AH1450  HISTORY     - 1938     MARK NOT FOUND   CGS
 AH1450
 AH1450                          STATION DESCRIPTION
 AH1450
 AH1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMP)
 AH1450'ON THE GULF SHORE OF PADRE ISLAND, ABOUT 100 METERS (328 FEET)
 AH1450'FROM THE HIGH-WATER MARK ON THE SUMMIT OF THE HIGHEST SAND
 AH1450'HILL IN THIS LOCALITY, BUT NOT VISIBLE FROM THE LAGUNA IMMEDIATELY
 AH1450'TO THE W ON ACCOUNT OF THE SAND HILL ON THE CENTER AND WESTERN
 AH1450'SIDE OF PADRE ISLAND.  SURFACE AND UNDERGROUND MARKS ARE
 AH1450'STANDARD BRONZE DISKS IN CONCRETE.
 AH1450'THE REFERENCE MARK, A CYLINDER OF CONCRETE
 AH1450'IS 23.65 METERS (77.6 FEET) FROM THE
 AH1450'STATION N 89 DEG 28 MIN E.  OTHER BEARINGS
 AH1450'ARE--TO WINDMILL BACK OF STATION ROX, N 68 DEG 22 MIN W.
 AH1450'A SECOND WINDMILL BACK OF THE STATION ROX, N 68 DEG 20 MIN W.
 AH1450'POINT-OF-ROCKS TANGENT BEARS S 66 DEG W (MAGNETIC).
 AH1450
 AH1450                          STATION RECOVERY (1938)
 AH1450
 AH1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1450'NEITHER STATION OR REFERENCE MARK COULD BE FOUND.  THE ONLY
 AH1450'DUNES IN THE VICINITY OF WHERE THIS STATION SHOULD BE ARE
 AH1450'LOW DUNES OF SHIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0463 ***********************************************************************
 AM0463  DESIGNATION -  TRAP
 AM0463  PID         -  AM0463
 AM0463  STATE/COUNTY-  TX/MATAGORDA
 AM0463  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0463
 AM0463                         *CURRENT SURVEY CONTROL
 AM0463  ___________________________________________________________________
 AM0463* NAD 83(1993)-  28 49 39.44893(N)    095 35 07.98378(W)     ADJUSTED  
 AM0463* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 AM0463  ___________________________________________________________________
 AM0463  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AM0463  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AM0463
 AM0463  HORZ ORDER  -  SECOND
 AM0463
 AM0463.The horizontal coordinates were established by classical geodetic methods
 AM0463.and adjusted by the National Geodetic Survey in February 1996..
 AM0463
 AM0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0463
 AM0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0463
 AM0463.The geoid height was determined by GEOID03.
 AM0463
 AM0463;                    North         East     Units Scale Factor Converg.
 AM0463;SPC TXSC     - 4,115,059.135   933,170.711   MT  0.99990216   +1 40 22.0
 AM0463;SPC TXSC     -13,500,823.18  3,061,577.57   sFT  0.99990216   +1 40 22.0
 AM0463;UTM  15      - 3,191,634.179   247,704.686   MT  1.00038559   -1 14 50.5
 AM0463
 AM0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0463!SPC TXSC     -   1.00000397  x   0.99990216  =   0.99990613
 AM0463!UTM  15      -   1.00000397  x   1.00038559  =   1.00038956
 AM0463
 AM0463|---------------------------------------------------------------------|
 AM0463| PID    Reference Object                     Distance      Geod. Az  |
 AM0463|                                                           dddmmss.s |
 AM0463| CV6880 TRAP RM 1                            59.528 METERS 11847     |
 AM0463| AM0473 TRAP 1934 RM 2 PTA                  321.360 METERS 21640     |
 AM0463| AM0474 TRAP 1934 RM 2                      329.613 METERS 21640     |
 AM0463| CV6881 TRAP RM 3                            27.530 METERS 35912     |
 AM0463|---------------------------------------------------------------------|
 AM0463
 AM0463                          SUPERSEDED SURVEY CONTROL
 AM0463
 AM0463  NAD 83(1986)-  28 49 39.45755(N)    095 35 07.96441(W) AD(       ) 2
 AM0463  NAD 27      -  28 49 38.53900(N)    095 35 07.14500(W) AD(       ) 2
 AM0463  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 AM0463
 AM0463.Superseded values are not recommended for survey control.
 AM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0463.See file dsdata.txt to determine how the superseded data were derived.
 AM0463
 AM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM4770591634(NAD 83)
 AM0463_MARKER: DS = TRIANGULATION STATION DISK
 AM0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0463
 AM0463  HISTORY     - Date     Condition        Report By
 AM0463  HISTORY     - 1934     MONUMENTED       CGS
 AM0463  HISTORY     - 1947     GOOD             CGS
 AM0463  HISTORY     - 1954     GOOD             LOCSUR
 AM0463  HISTORY     - 1960     GOOD             CGS
 AM0463  HISTORY     - 1962     GOOD             CGS
 AM0463  HISTORY     - 1964     GOOD             CGS
 AM0463  HISTORY     - 1969     GOOD             CGS
 AM0463  HISTORY     - 1978     GOOD             NGS
 AM0463
 AM0463                          STATION DESCRIPTION
 AM0463
 AM0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0463'STATION IS LOCATED ABOUT 4-1/2 MILES E FROM SARGENT, ON THE
 AM0463'PROPERTY OF MR. GEORGE SARGENT, IN A LARGE PASTURE, ABOUT
 AM0463'1 MILE NE FROM THE SE END OF A LONG LINE OF TIMBER, 100 METERS
 AM0463'NW FROM A NARROW SLOUGH, ABOUT 3 MILES NW FROM GULF SHORE,
 AM0463'AND 3/4 MILE SW OF W SHORE OF CEDAR LAKE BAYOU.
 AM0463'
 AM0463'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0463'SET IN CONCRETE.
 AM0463'
 AM0463'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AM0463'WINDMILL, 1 MILE, 49 DEG AND CANY CREEK BRIDGE, 195 DEG.
 AM0463'
 AM0463'DIRECTIONS FOR REACHING THE STATION MAY BE OBTAINED FROM
 AM0463'MR. SARGENT.
 AM0463'
 AM0463'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AM0463
 AM0463                          STATION RECOVERY (1947)
 AM0463
 AM0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0463'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT
 AM0463'AS FOLLOWS--
 AM0463'
 AM0463'1. THE PROPERTY ON WHICH THE STATION IS LOCATED IS NOW
 AM0463'OWNED BY MR. JAKE SMITH.
 AM0463'
 AM0463'TO REACH THE STATION FROM SARGENT, PROCEED AS FOLLOWS--
 AM0463'FROM THE END OF THE HALF PAVEMENT AT SARGENT CONTINUE SE
 AM0463'1.3 MILES, TURN LEFT (NE) AND FOLLOW THIS ROAD 2.9 MILES TO THE
 AM0463'SMITH RANCH BUILDINGS, CONTINUE THROUGH THE RANCH YARD AND
 AM0463'FOLLOW A FIELD ROAD THAT SKIRTS A WOODED AREA AND A SLOUGH
 AM0463'FOR 2.4 MILES TO THE STATION SITE.  THE STATION IS ACROSS THE
 AM0463'SLOUGH (NORTH) OPPOSITE A SHARP U-TURN IN THE FIELD ROAD.
 AM0463
 AM0463                          STATION RECOVERY (1954)
 AM0463
 AM0463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1954 (BDP)
 AM0463'RECOVERED BY MC CLURE LORAC SERVICE CORP.
 AM0463'
 AM0463'LETTER OF C.E. MC CLURE, LORAC SERVICE CORP., HOUSTON, TEXAS,
 AM0463'DATED JANUARY 13, 1955--STATION
 AM0463'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  AT PRESENT
 AM0463'THERE IS A BLACK 4- BY 4 WITNESS POST 3 FT. HIGH APPROXIMATELY
 AM0463'6 FT. W OF THE STATION.
 AM0463'
 AM0463'REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  REFERENCE
 AM0463'MARK 2 NOT SEARCHED FOR.
 AM0463
 AM0463                          STATION RECOVERY (1960)
 AM0463
 AM0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0463'STATION RECOVERED IN GOOD CONDITION.  THE 1947 RECOVERY
 AM0463'NOTE BY R.A.G. IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 AM0463'
 AM0463'(1) THE DISK IS STAMPED TRAP 1934 AND THE MARK PROJECTS 3
 AM0463'INCHES.
 AM0463'
 AM0463'(2) A METAL WITNESS POST WITH WHITE SIGN ATTACHED WAS DRIVEN
 AM0463'BESIDE THE STATION.
 AM0463
 AM0463                          STATION RECOVERY (1962)
 AM0463
 AM0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AM0463'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AM0463'THE 1947 DESCRIPTION IS ADEQUATE.
 AM0463
 AM0463                          STATION RECOVERY (1964)
 AM0463
 AM0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLA)
 AM0463'STATION, R.M. 1 AND 2, WERE RECOVERED IN GOOD CONDITION.
 AM0463'
 AM0463'STEEL POST BESIDE STATION VERY HELPFUL IN FINDING MONUMENT
 AM0463'IN HIGH GRASS.  WOOD MARKER POST BURNED OFF AND LYING ON
 AM0463'GROUND.  WINDMILL M SIGHTED FROM TRAP PREVIOUSLY, NOT NOW
 AM0463'STANDING.  BEARING FOR WINDMILL NOW FALLS BETWEEN DOUBLE
 AM0463'WINDMILLS AT APPROXIMATELY SAME LOCATION AS ORIGINAL.
 AM0463
 AM0463                          STATION RECOVERY (1969)
 AM0463
 AM0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0463'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 AM0463'FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AM0463'
 AM0463'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF SARGENT, IN A
 AM0463'LARGE PASTURE, ABOUT 1 MILE NORTHEAST FROM THE SOUTHEAST
 AM0463'END OF A LONG LINE OF TIMBER ALONG A BAYOU AND 3 MILES NORTHWEST
 AM0463'OF THE GULF SHORE.  IT IS APPROXIMATELY 0.1 MILE NORTH OF A
 AM0463'U-TURN IN THE FIELD ROAD, AROUND TWO JOGS IN A FENCE LINE,
 AM0463'ACROSS A NARROW SLOUGH AND 2-1/2 FEET SOUTHWEST OF A WITNESS
 AM0463'POST WITH SIGN.  THE MONUMENT PROJECTS 3 INCHES AND THE
 AM0463'DISK IS STAMPED TRAP 1934.  THE PROPERTY IS PRESENTLY OWNED
 AM0463'BY THE SMITHS.
 AM0463'
 AM0463'REFERENCE MARK NO. 1 IS 59.58 METERS EAST OF THE STATION.
 AM0463'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED TRAP
 AM0463'NO 1 1934.
 AM0463'
 AM0463'REFERENCE MARK NO. 2 IS APPROXIMATELY 0.25 MILE SOUTH-SOUTHWEST
 AM0463'OF THE STATION, ABOUT 0.1 MILE NORTHWEST OF THE ROAD LEADING
 AM0463'TO THE STATION, 55 PACES NORTHWEST OF A NARROW BAYOU, 112
 AM0463'PACES SOUTH-SOUTHWEST OF A WIRE FENCE, AND 1-1/2 FEET SOUTH
 AM0463'OF A WITNESS POST WITH SIGN.  THE MONUMENT IS FLUSH WITH
 AM0463'THE GROUND AND THE DISK IS STAMPED TRAP NO. 2 1934.
 AM0463'
 AM0463'TO REACH FROM THE GENERAL STORE IN SARGENT, GO SOUTHEAST
 AM0463'ON A SURFACED ROAD FOR 1.35 MILES TO A SIDEROAD LEFT.  TURN
 AM0463'LEFT AND GO NORTHEAST ON A SHELL ROAD FOR 2.8 MILES TO A
 AM0463'DRIVEWAY, LEFT, LEADING TO THE SMITH RANCH BUILDINGS.  CONTINUE
 AM0463'AHEAD FOR ABOUT 60 FEET TO A FORK.  TAKE THE RIGHT FORK
 AM0463'FOR 0.15 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 AM0463'AHEAD ON THE FIELD ROAD FOR 0.5 MILE TO A GATE.  PASS THROUGH
 AM0463'GATE AND CONTINUE FOR 0.55 MILE TO A GATE.  PASS THROUGH
 AM0463'THE GATE AND CONTINUE AHEAD 0.65 MILE TO ANOTHER GATE.  PASS
 AM0463'THROUGH THE GATE AND CONTINUE AHEAD, NORTHEAST, ON THE MAIN
 AM0463'ROAD FOR 0.65 MILE TO A U-TURN IN THE ROAD (AROUND TWO JOGS
 AM0463'IN A FENCE LINE).  THE STATION IS APPROXIMATELY 0.1 MILE
 AM0463'NORTH OF - AND ACROSS A NARROW BAYOU - FROM THE U-TURN IN THE
 AM0463'ROAD.
 AM0463'
 AM0463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2
 AM0463'MILES EAST OF SARGENT.
 AM0463
 AM0463                          STATION RECOVERY (1978)
 AM0463
 AM0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0463'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 AM0463'GOOD CONDITION.  DIRECTIONS TO THE REFERENCE MARKS COMPARED
 AM0463'FAVORABLY WITH 1934 DATA.  A DIFFERENCE OF 0.17 FEET SHORTER
 AM0463'TO REFERENCE MARK 1 WAS NOTED AND VERIFIED AT THIS TIME.
 AM0463'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME, WITH REFERENCE
 AM0463'MARK 2 BEING USED AS A LONG REFERENCE MARK.  A COMPLETE NEW
 AM0463'DESCRIPTION FOLLOWS.
 AM0463'
 AM0463'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF FREEPORT,
 AM0463'3-3/4 MILES EAST-SOUTHEAST OF SARGENT, AND ON PROPERTY OWNED
 AM0463'BY MRS. J.A. SMITH, 1010 MAIN STREET, RICHMOND, TEXAS 77469.
 AM0463'TELEPHONE NUMBER 713-342-4047.
 AM0463'
 AM0463'TO REACH FROM THE SARGENT MISSION BAPTIST CHURCH IN SARGENT,
 AM0463'GO EAST-SOUTHEAST ON FARM ROAD 457 FOR 1.75 MILES TO A SHELL
 AM0463'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH-NORTHEAST ON THE
 AM0463'SHELL ROAD FOR 2.0 MILES TO A LOCKED GATE.  PASS THROUGH
 AM0463'AND CONTINUE ON THE SHELL ROAD FOR 0.9 MILE TO SOME RANCH
 AM0463'BUILDINGS ON THE LEFT AND A FORK.  KEEP RIGHT FORK FOR 0.1
 AM0463'MILE TO A METAL GATE AND A WOODEN GATE.  CONTINUE AHEAD
 AM0463'THROUGH GATES (HERE THE ROAD TURNS TO DIRT) FOR 0.1 MILE
 AM0463'TO A FORK AND CORRALS ON THE LEFT.  KEEP RIGHT FORK FOR
 AM0463'0.45 MILE TO A WIRE GATE.  PASS THROUGH AND CONTINUE ON THE
 AM0463'DIRT ROAD FOR 0.55 MILE TO A METAL GATE.  CONTINUE AHEAD FOR
 AM0463'0.65 MILE TO A WIRE GATE.  PASS THROUGH AND GO ON THE MAIN
 AM0463'ROAD FOR 0.65 MILE TO A FORK.  CONTINUE AHEAD LEFT PASSING A
 AM0463'CULVERT FOR 0.15 MILE TO THE STATION.  REFERENCE MARK 2 IS
 AM0463'0.2 MILE SOUTHWEST ACROSS COUNTRY.
 AM0463'
 AM0463'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0463'STAMPED---TRAP 1934---,
 AM0463'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14 INCHES ON A
 AM0463'SIDE PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 AM0463'314 FEET NORTH-NORTHWEST FROM A CONCRETE CULVERT.
 AM0463'
 AM0463'REFERENCE MARK 1 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0463'STAMPED---NO 1---,
 AM0463'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14 INCHES ON A
 AM0463'SIDE FLUSH WITH THE GROUND.  IT IS
 AM0463'234 FEET NORTH FROM A CONCRETE CULVERT.
 AM0463'
 AM0463'REFERENCE MARK 2 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0463'STAMPED---NO 2---,
 AM0463'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14 INCHES ON A
 AM0463'SIDE FLUSH WITH THE GROUND.  IT IS
 AM0463'1.5 FEET NORTH FROM A WITNESS POST.
 AM0463'
 AM0463'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AM0463'STAMPED---TRAP 1934 NO 3 1978---,
 AM0463'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN
 AM0463'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.
 AM0463'
 AM0463'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1896 ***********************************************************************
 AY1896  DESIGNATION -  TRAV STA A 1978
 AY1896  PID         -  AY1896
 AY1896  STATE/COUNTY-  TX/BEXAR
 AY1896  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1896
 AY1896                         *CURRENT SURVEY CONTROL
 AY1896  ___________________________________________________________________
 AY1896* NAD 83(1993)-  29 24 47.76354(N)    098 27 16.51462(W)     ADJUSTED  
 AY1896* NAVD 88     -       221.6    (meters)     727.     (feet)  VERTCON   
 AY1896  ___________________________________________________________________
 AY1896  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AY1896  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY1896
 AY1896  HORZ ORDER  -  THIRD
 AY1896
 AY1896.The horizontal coordinates were established by classical geodetic methods
 AY1896.and adjusted by the National Geodetic Survey in February 1996..
 AY1896.No horizontal observational check was made to the station.
 AY1896
 AY1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1896
 AY1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1896
 AY1896.The geoid height was determined by GEOID03.
 AY1896
 AY1896;                    North         East     Units Scale Factor Converg.
 AY1896;SPC TXSC     - 4,175,221.855   652,924.257   MT  0.99986418   +0 16 01.9
 AY1896;SPC TXSC     -13,698,207.04  2,142,135.67   sFT  0.99986418   +0 16 01.9
 AY1896;UTM  14      - 3,253,897.223   552,910.882   MT  0.99963454   +0 16 04.3
 AY1896
 AY1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1896!SPC TXSC     -   0.99996920  x   0.99986418  =   0.99983339
 AY1896!UTM  14      -   0.99996920  x   0.99963454  =   0.99960375
 AY1896
 AY1896|---------------------------------------------------------------------|
 AY1896| PID    Reference Object                     Distance      Geod. Az  |
 AY1896|                                                           dddmmss.s |
 AY1896| AY1891 TRAV STA Z 1978                     217.004 METERS 00351     |
 AY1896| AY1890 ST PHILIPS                          261.883 METERS 00418     |
 AY1896| AY1893 TRAV STA B 1978                     331.231 METERS 17818     |
 AY1896|---------------------------------------------------------------------|
 AY1896
 AY1896                          SUPERSEDED SURVEY CONTROL
 AY1896
 AY1896  NAD 83(1986)-  29 24 47.76851(N)    098 27 16.49693(W) AD(       ) 3
 AY1896  NAD 27      -  29 24 46.92748(N)    098 27 15.43866(W) AD(       ) 3
 AY1896  NGVD 29 (07/19/86)  221.5    (m)          727.     (f) VERT ANG       
 AY1896
 AY1896.Superseded values are not recommended for survey control.
 AY1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1896.See file dsdata.txt to determine how the superseded data were derived.
 AY1896
 AY1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5291153897(NAD 83)
 AY1896_MARKER: I = METAL ROD
 AY1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1896+STABILITY: SURFACE MOTION
 AY1896
 AY1896  HISTORY     - Date     Condition        Report By
 AY1896  HISTORY     - 1978     MONUMENTED       NGS
 AY1896  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY1896
 AY1896                          STATION DESCRIPTION
 AY1896
 AY1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CP)
 AY1896'THE STATION IS MARKED BY A 1/4 INCH REINFORCEMENT STEEL ROD 2 FEET
 AY1896'LONG SET IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER,
 AY1896'THE TOP WHICH IS FLUSH WITH THE GROUND.
 AY1896'
 AY1896'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF MITTMAN STREET AND
 AY1896'MARTIN LUTHER KING DRIVE JUST SOUTH OF THE MAIN CAMPUS OF ST.
 AY1896'PHILIPS COLLEGE.
 AY1896'
 AY1896'NEAREST TOWN--SAN ANTONIO.
 AY1896
 AY1896                          STATION RECOVERY (1995)
 AY1896
 AY1896'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1892 ***********************************************************************
 AY1892  DESIGNATION -  TRAV STA C 1978
 AY1892  PID         -  AY1892
 AY1892  STATE/COUNTY-  TX/BEXAR
 AY1892  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1892
 AY1892                         *CURRENT SURVEY CONTROL
 AY1892  ___________________________________________________________________
 AY1892* NAD 83(1993)-  29 24 28.95330(N)    098 27 15.97626(W)     ADJUSTED  
 AY1892* NAVD 88     -       221.6    (meters)     727.     (feet)  VERTCON   
 AY1892  ___________________________________________________________________
 AY1892  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AY1892  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AY1892
 AY1892  HORZ ORDER  -  THIRD
 AY1892
 AY1892.The horizontal coordinates were established by classical geodetic methods
 AY1892.and adjusted by the National Geodetic Survey in February 1996..
 AY1892.No horizontal observational check was made to the station.
 AY1892
 AY1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1892
 AY1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1892
 AY1892.The geoid height was determined by GEOID03.
 AY1892
 AY1892;                    North         East     Units Scale Factor Converg.
 AY1892;SPC TXSC     - 4,174,642.848   652,941.469   MT  0.99986406   +0 16 02.2
 AY1892;SPC TXSC     -13,696,307.41  2,142,192.14   sFT  0.99986406   +0 16 02.2
 AY1892;UTM  14      - 3,253,318.349   552,928.097   MT  0.99963457   +0 16 04.4
 AY1892
 AY1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1892!SPC TXSC     -   0.99996920  x   0.99986406  =   0.99983327
 AY1892!UTM  14      -   0.99996920  x   0.99963457  =   0.99960378
 AY1892
 AY1892|---------------------------------------------------------------------|
 AY1892| PID    Reference Object                     Distance      Geod. Az  |
 AY1892|                                                           dddmmss.s |
 AY1892| AY1895 TRAV STA D 1978                     354.203 METERS 18202     |
 AY1892| AY1893 TRAV STA B 1978                     248.118 METERS 35855     |
 AY1892|---------------------------------------------------------------------|
 AY1892
 AY1892                          SUPERSEDED SURVEY CONTROL
 AY1892
 AY1892  NAD 83(1986)-  29 24 28.95822(N)    098 27 15.95860(W) AD(       ) 3
 AY1892  NAD 27      -  29 24 28.11666(N)    098 27 14.90001(W) AD(       ) 3
 AY1892  NGVD 29 (07/19/86)  221.5    (m)          727.     (f) VERT ANG       
 AY1892
 AY1892.Superseded values are not recommended for survey control.
 AY1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1892.See file dsdata.txt to determine how the superseded data were derived.
 AY1892
 AY1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5292853318(NAD 83)
 AY1892_MARKER: I = METAL ROD
 AY1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1892+STABILITY: SURFACE MOTION
 AY1892
 AY1892  HISTORY     - Date     Condition        Report By
 AY1892  HISTORY     - 1978     MONUMENTED       NGS
 AY1892  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY1892
 AY1892                          STATION DESCRIPTION
 AY1892
 AY1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CP)
 AY1892'THE STATION IS MARKED BY A 1/4 INCH REINFORCEMENT STEEL ROD 2 FEET
 AY1892'LONG SET IN THE TOP OF A ROUND CONCRETE POST 1 FOOT IN DIAMETER, THE
 AY1892'TOP WHICH IS 2 INCHES BELOW THE GROUND.
 AY1892'
 AY1892'THE STATION IS LOCATED SOUTH OF THE MAIN CAMPUS OF ST. PHILIPS
 AY1892'COLLEGE ON THE NORTHEAST CORNER OF MITTMAN ST. AND COOPER ST.
 AY1892'
 AY1892'NEAREST TOWN--SAN ANTONIO.
 AY1892
 AY1892                          STATION RECOVERY (1995)
 AY1892
 AY1892'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1895 ***********************************************************************
 AY1895  DESIGNATION -  TRAV STA D 1978
 AY1895  PID         -  AY1895
 AY1895  STATE/COUNTY-  TX/BEXAR
 AY1895  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1895
 AY1895                         *CURRENT SURVEY CONTROL
 AY1895  ___________________________________________________________________
 AY1895* NAD 83(1993)-  29 24 17.45653(N)    098 27 16.44186(W)     ADJUSTED  
 AY1895* NAVD 88     -       222.1    (meters)     729.     (feet)  VERTCON   
 AY1895  ___________________________________________________________________
 AY1895  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 AY1895  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AY1895
 AY1895  HORZ ORDER  -  THIRD
 AY1895
 AY1895.The horizontal coordinates were established by classical geodetic methods
 AY1895.and adjusted by the National Geodetic Survey in February 1996..
 AY1895.No horizontal observational check was made to the station.
 AY1895
 AY1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1895
 AY1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1895
 AY1895.The geoid height was determined by GEOID03.
 AY1895
 AY1895;                    North         East     Units Scale Factor Converg.
 AY1895;SPC TXSC     - 4,174,288.861   652,930.570   MT  0.99986399   +0 16 02.0
 AY1895;SPC TXSC     -13,695,146.04  2,142,156.38   sFT  0.99986399   +0 16 02.0
 AY1895;UTM  14      - 3,252,964.443   552,917.204   MT  0.99963455   +0 16 04.1
 AY1895
 AY1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1895!SPC TXSC     -   0.99996912  x   0.99986399  =   0.99983312
 AY1895!UTM  14      -   0.99996912  x   0.99963455  =   0.99960369
 AY1895
 AY1895|---------------------------------------------------------------------|
 AY1895| PID    Reference Object                     Distance      Geod. Az  |
 AY1895|                                                           dddmmss.s |
 AY1895| AY1892 TRAV STA C 1978                     354.203 METERS 00202     |
 AY1895| AY1894 TRAV STA E 1978                     236.359 METERS 17937     |
 AY1895|---------------------------------------------------------------------|
 AY1895
 AY1895                          SUPERSEDED SURVEY CONTROL
 AY1895
 AY1895  NAD 83(1986)-  29 24 17.46143(N)    098 27 16.42419(W) AD(       ) 3
 AY1895  NAD 27      -  29 24 16.61952(N)    098 27 15.36528(W) AD(       ) 3
 AY1895  NGVD 29 (07/19/86)  222.0    (m)          728.     (f) VERT ANG       
 AY1895
 AY1895.Superseded values are not recommended for survey control.
 AY1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1895.See file dsdata.txt to determine how the superseded data were derived.
 AY1895
 AY1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5291752964(NAD 83)
 AY1895_MARKER: I = METAL ROD
 AY1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1895+STABILITY: SURFACE MOTION
 AY1895
 AY1895  HISTORY     - Date     Condition        Report By
 AY1895  HISTORY     - 1978     MONUMENTED       NGS
 AY1895  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY1895
 AY1895                          STATION DESCRIPTION
 AY1895
 AY1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CP)
 AY1895'THE STATION IS MARKED BY A 1/4 INCH REINFORCEMENT STEEL ROD 2 FEET
 AY1895'LONG SET IN THE TOP OF ROUND CONCRETE POST 8 INCHES IN DIAMETER, THE
 AY1895'TOP WHICH IS FLUSH WITH THE GROUND.
 AY1895'
 AY1895'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF MITTMAN STREET AND
 AY1895'DENVER BLVD SOUTH OF THE MAIN CAMPUS OF ST. PHILIPS COLLEGE.
 AY1895'
 AY1895'NEAREST TOWN--SAN ANTONIO.
 AY1895
 AY1895                          STATION RECOVERY (1995)
 AY1895
 AY1895'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1894 ***********************************************************************
 AY1894  DESIGNATION -  TRAV STA E 1978
 AY1894  PID         -  AY1894
 AY1894  STATE/COUNTY-  TX/BEXAR
 AY1894  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1894
 AY1894                         *CURRENT SURVEY CONTROL
 AY1894  ___________________________________________________________________
 AY1894* NAD 83(1993)-  29 24 09.78011(N)    098 27 16.38377(W)     ADJUSTED  
 AY1894* NAVD 88     -       220.4    (meters)     723.     (feet)  VERTCON   
 AY1894  ___________________________________________________________________
 AY1894  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AY1894  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AY1894
 AY1894  HORZ ORDER  -  THIRD
 AY1894
 AY1894.The horizontal coordinates were established by classical geodetic methods
 AY1894.and adjusted by the National Geodetic Survey in February 1996..
 AY1894.No horizontal observational check was made to the station.
 AY1894
 AY1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1894
 AY1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1894
 AY1894.The geoid height was determined by GEOID03.
 AY1894
 AY1894;                    North         East     Units Scale Factor Converg.
 AY1894;SPC TXSC     - 4,174,052.549   652,933.238   MT  0.99986394   +0 16 02.0
 AY1894;SPC TXSC     -13,694,370.74  2,142,165.13   sFT  0.99986394   +0 16 02.0
 AY1894;UTM  14      - 3,252,728.186   552,919.874   MT  0.99963455   +0 16 04.1
 AY1894
 AY1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1894!SPC TXSC     -   0.99996939  x   0.99986394  =   0.99983334
 AY1894!UTM  14      -   0.99996939  x   0.99963455  =   0.99960395
 AY1894
 AY1894|---------------------------------------------------------------------|
 AY1894| PID    Reference Object                     Distance      Geod. Az  |
 AY1894|                                                           dddmmss.s |
 AY1894| AY1859 WALTERS                             226.344 METERS 09119     |
 AY1894| AY1897 WALTERS 1953 AZ MK                  208.623 METERS 25909     |
 AY1894| AY1895 TRAV STA D 1978                     236.359 METERS 35937     |
 AY1894|---------------------------------------------------------------------|
 AY1894
 AY1894                          SUPERSEDED SURVEY CONTROL
 AY1894
 AY1894  NAD 83(1986)-  29 24 09.78499(N)    098 27 16.36608(W) AD(       ) 3
 AY1894  NAD 27      -  29 24 08.94287(N)    098 27 15.30695(W) AD(       ) 3
 AY1894  NGVD 29 (07/19/86)  220.3    (m)          723.     (f) VERT ANG       
 AY1894
 AY1894.Superseded values are not recommended for survey control.
 AY1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1894.See file dsdata.txt to determine how the superseded data were derived.
 AY1894
 AY1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5292052728(NAD 83)
 AY1894_MARKER: I = METAL ROD
 AY1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1894+STABILITY: SURFACE MOTION
 AY1894
 AY1894  HISTORY     - Date     Condition        Report By
 AY1894  HISTORY     - 1978     MONUMENTED       NGS
 AY1894  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY1894
 AY1894                          STATION DESCRIPTION
 AY1894
 AY1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CP)
 AY1894'THE STATION IS MARKED BY A 1/4 INCH REINFORCEMENT STEEL ROD 2 FEET
 AY1894'LONG SET IN TOP OF ROUND CONCRETE POST 8 INCHES IN DIAMETER, THE TOP
 AY1894'WHICH IS FLUSH WITH THE GROUND.
 AY1894'
 AY1894'THE STATION IS LOCATED IN THE SOUTHWEST CORNER AT THE INTERSECTION OF
 AY1894'WESTFALL AND MITTMAN STREET.
 AY1894'
 AY1894'NEAREST TOWN--SAN ANTONIO.
 AY1894
 AY1894                          STATION RECOVERY (1995)
 AY1894
 AY1894'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1891 ***********************************************************************
 AY1891  DESIGNATION -  TRAV STA Z 1978
 AY1891  PID         -  AY1891
 AY1891  STATE/COUNTY-  TX/BEXAR
 AY1891  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1891
 AY1891                         *CURRENT SURVEY CONTROL
 AY1891  ___________________________________________________________________
 AY1891* NAD 83(1993)-  29 24 54.79559(N)    098 27 15.97421(W)     ADJUSTED  
 AY1891* NAVD 88     -       220.8    (meters)     724.     (feet)  VERTCON   
 AY1891  ___________________________________________________________________
 AY1891  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY1891  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY1891
 AY1891  HORZ ORDER  -  THIRD
 AY1891
 AY1891.The horizontal coordinates were established by classical geodetic methods
 AY1891.and adjusted by the National Geodetic Survey in February 1996..
 AY1891.No horizontal observational check was made to the station.
 AY1891
 AY1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1891
 AY1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1891
 AY1891.The geoid height was determined by GEOID03.
 AY1891
 AY1891;                    North         East     Units Scale Factor Converg.
 AY1891;SPC TXSC     - 4,175,438.405   652,937.814   MT  0.99986422   +0 16 02.2
 AY1891;SPC TXSC     -13,698,917.50  2,142,180.14   sFT  0.99986422   +0 16 02.2
 AY1891;UTM  14      - 3,254,113.724   552,924.433   MT  0.99963456   +0 16 04.6
 AY1891
 AY1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1891!SPC TXSC     -   0.99996933  x   0.99986422  =   0.99983355
 AY1891!UTM  14      -   0.99996933  x   0.99963456  =   0.99960390
 AY1891
 AY1891                          SUPERSEDED SURVEY CONTROL
 AY1891
 AY1891  NAD 83(1986)-  29 24 54.80055(N)    098 27 15.95642(W) AD(       ) 3
 AY1891  NAD 27      -  29 24 53.95979(N)    098 27 14.89833(W) AD(       ) 3
 AY1891  NGVD 29 (07/19/86)  220.7    (m)          724.     (f) VERT ANG       
 AY1891
 AY1891.Superseded values are not recommended for survey control.
 AY1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1891.See file dsdata.txt to determine how the superseded data were derived.
 AY1891
 AY1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5292454114(NAD 83)
 AY1891_MARKER: I = METAL ROD
 AY1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1891+STABILITY: SURFACE MOTION
 AY1891
 AY1891  HISTORY     - Date     Condition        Report By
 AY1891  HISTORY     - 1978     MONUMENTED       NGS
 AY1891  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY1891
 AY1891                          STATION DESCRIPTION
 AY1891
 AY1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CP)
 AY1891'THE STATION IS MARKED BY A 1/4 INCH REINFORCEMENT STEEL ROD 2 FEET
 AY1891'LONG SET IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER,
 AY1891'THE TOP WHICH IS FLUSH WITH THE GROUND.
 AY1891'
 AY1891'THE STATION IS LOCATED ON THE CAMPUS OF ST. PHILIPS COLLEGE JUST
 AY1891'WEST OF THE WEST ENTRANCE TO THE CAFETERIA (ABOUT 70 FEET) AND 57.41
 AY1891'FEET WEST OF NGS STA. ST. PHILIPS GROUND ON AZIMUTH ABOUT (FROM
 AY1891'SOUTH) OF 86 DEG 41 MIN 10 SEC.
 AY1891'
 AY1891'NEAREST TOWN--SAN ANTONIO.
 AY1891
 AY1891                          STATION RECOVERY (1995)
 AY1891
 AY1891'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1299 ***********************************************************************
 CR1299  DESIGNATION -  TRAVIS
 CR1299  PID         -  CR1299
 CR1299  STATE/COUNTY-  TX/HENDERSON
 CR1299  USGS QUAD   -  POYNOR (1984)
 CR1299
 CR1299                         *CURRENT SURVEY CONTROL
 CR1299  ___________________________________________________________________
 CR1299* NAD 83(1993)-  32 05 41.31899(N)    095 32 59.34994(W)     ADJUSTED  
 CR1299* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 CR1299  ___________________________________________________________________
 CR1299  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CR1299  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR1299
 CR1299  HORZ ORDER  -  SECOND
 CR1299
 CR1299.The horizontal coordinates were established by classical geodetic methods
 CR1299.and adjusted by the National Geodetic Survey in February 1996..
 CR1299
 CR1299.The orthometric height was scaled from a topographic map.
 CR1299
 CR1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1299
 CR1299.The geoid height was determined by GEOID03.
 CR1299
 CR1299;                    North         East     Units Scale Factor Converg.
 CR1299;SPC TXNC     - 2,051,388.598   878,451.018   MT  1.00001089   +1 36 32.4
 CR1299;SPC TXNC     - 6,730,264.09  2,882,051.38   sFT  1.00001089   +1 36 32.4
 CR1299;SPC TX C     - 3,278,898.639 1,151,433.102   MT  1.00006366   +2 27 49.6
 CR1299;SPC TX C     -10,757,519.95  3,777,660.10   sFT  1.00006366   +2 27 49.6
 CR1299;UTM  15      - 3,553,790.883   259,369.246   MT  1.00031414   -1 21 19.5
 CR1299
 CR1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1299!SPC TXNC     -   0.99997489  x   1.00001089  =   0.99998578
 CR1299!SPC TX C     -   0.99997489  x   1.00006366  =   1.00003855
 CR1299!UTM  15      -   0.99997489  x   1.00031414  =   1.00028902
 CR1299
 CR1299|---------------------------------------------------------------------|
 CR1299| PID    Reference Object                     Distance      Geod. Az  |
 CR1299|                                                           dddmmss.s |
 CR1299| CY2493 TRAVIS RM 2                          33.741 METERS 09856     |
 CR1299| CY2491 TRAVIS AZ MK                                       1734302.1 |
 CR1299| CY2492 TRAVIS RM 1                          29.368 METERS 34457     |
 CR1299|---------------------------------------------------------------------|
 CR1299
 CR1299                          SUPERSEDED SURVEY CONTROL
 CR1299
 CR1299  NAD 83(1986)-  32 05 41.32789(N)    095 32 59.33491(W) AD(       ) 2
 CR1299  NAD 27      -  32 05 40.75600(N)    095 32 58.48410(W) AD(       ) 2
 CR1299
 CR1299.Superseded values are not recommended for survey control.
 CR1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1299.See file dsdata.txt to determine how the superseded data were derived.
 CR1299
 CR1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR5936953791(NAD 83)
 CR1299_MARKER: DS = TRIANGULATION STATION DISK
 CR1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1299
 CR1299  HISTORY     - Date     Condition        Report By
 CR1299  HISTORY     - 1958     MONUMENTED       CGS
 CR1299
 CR1299                          STATION DESCRIPTION
 CR1299
 CR1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1299'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF FRANKSTON,
 CR1299'2 MILES NORTHEAST OF THE SMALL VILLAGE OF POYNOR AND 0.2 MILE
 CR1299'SOUTHWEST OF AN OLD FARM HOUSE ON PROPERTY OWNED BY DR. J.M.
 CR1299'TRAVIS.  IT IS LOCATED ON THE HIGHEST PART OF A RIDGE WHICH
 CR1299'IS CLEARED OF TIMBER AND IS NOW USED AS A PASTURE.  IT IS 70
 CR1299'FEET NORTHWEST OF THE CENTER OF A TRACK ROAD AND 40 FEET
 CR1299'NORTHEAST OF THE CENTER OF A DIM TRACK ROAD.  THE MARK PROJECTS
 CR1299'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED TRAVIS
 CR1299'1958.
 CR1299'
 CR1299'REFERENCE MARK NO. 1 IS 36 FEET NORTHEAST OF THE CENTER
 CR1299'OF A DIM TRACK ROAD.  THE MARK PROJECTS 1 INCH ABOVE THE
 CR1299'SURFACE OF THE GROUND AND IS STAMPED TRAVIS NO. 1 1958.
 CR1299'
 CR1299'REFERENCE MARK NO. 2 IS 25 FEET SOUTHEAST OF THE CENTER OF
 CR1299'A TRACK ROAD.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 CR1299'OF THE GROUND AND IS STAMPED TRAVIS NO. 2 1958.
 CR1299'
 CR1299'THE AZIMUTH MARK IS 43 FEET EAST OF THE CENTER OF A TRACK
 CR1299'ROAD AND 29 FEET NORTH OF A SMALL OAK TREE.  THE MARK PROJECTS
 CR1299'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1299'TRAVIS 1958.
 CR1299'
 CR1299'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 175
 CR1299'AND FARM ROAD 315 IN THE SMALL VILLAGE OF POYNOR GO NORTH
 CR1299'ON FARM ROAD 315 FOR 1 MILE TO WERE THE HIGHWAY TURNS LEFT
 CR1299'AND A GRADED ROAD STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD
 CR1299'ON THE GRADED ROAD FOR 1.6 MILES TO A SIDE ROAD LEFT.  TURN
 CR1299'LEFT ON THE DIRT ROAD AND FOLLOW THE MAIN TRAVELED ROAD FOR
 CR1299'0.8 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND
 CR1299'GO 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CR1299'CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD AND GO 0.2 MILE
 CR1299'TO THE STATION ON THE LEFT AS DESCRIBED.
 CR1299'
 CR1299'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0937 ***********************************************************************
 BM0937  DESIGNATION -  TRAVIS 1903
 BM0937  PID         -  BM0937
 BM0937  STATE/COUNTY-  TX/TRAVIS
 BM0937  USGS QUAD   -  NAMELESS (1986)
 BM0937
 BM0937                         *CURRENT SURVEY CONTROL
 BM0937  ___________________________________________________________________
 BM0937* NAD 83(1993)-  30 30 59.59551(N)    097 59 40.74398(W)     ADJUSTED  
 BM0937* NAVD 88     -       394.6    (meters)    1295.     (feet)  VERTCON   
 BM0937  ___________________________________________________________________
 BM0937  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 BM0937  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 BM0937
 BM0937  HORZ ORDER  -  FIRST
 BM0937
 BM0937.The horizontal coordinates were established by classical geodetic methods
 BM0937.and adjusted by the National Geodetic Survey in February 1996..
 BM0937
 BM0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0937
 BM0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0937
 BM0937.The geoid height was determined by GEOID03.
 BM0937
 BM0937;                    North         East     Units Scale Factor Converg.
 BM0937;SPC TX C     - 3,096,574.258   924,437.860   MT  0.99991731   +1 12 16.4
 BM0937;SPC TX C     -10,159,344.04  3,032,926.55   sFT  0.99991731   +1 12 16.4
 BM0937;UTM  14      - 3,376,455.765   596,459.885   MT  0.99971478   +0 30 38.0
 BM0937
 BM0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0937!SPC TX C     -   0.99994198  x   0.99991731  =   0.99985930
 BM0937!UTM  14      -   0.99994198  x   0.99971478  =   0.99965678
 BM0937
 BM0937:                Primary Azimuth Mark                     Grid Az
 BM0937:SPC TX C     -  GABRIEL                                  017 21 20.3
 BM0937:UTM  14      -  GABRIEL                                  018 02 58.7
 BM0937
 BM0937|---------------------------------------------------------------------|
 BM0937| PID    Reference Object                     Distance      Geod. Az  |
 BM0937|                                                           dddmmss.s |
 BM0937| BM0940 GABRIEL                             APPROX.28.7 KM 0183336.7 |
 BM0937|---------------------------------------------------------------------|
 BM0937
 BM0937                          SUPERSEDED SURVEY CONTROL
 BM0937
 BM0937  NAD 83(1986)-  30 30 59.60888(N)    097 59 40.73068(W) AD(       ) 1
 BM0937  NAD 27      -  30 30 58.90600(N)    097 59 39.67400(W) AD(       ) 1
 BM0937  NGVD 29 (07/28/98)  394.5    (m)         1294.     (f) VERT ANG       
 BM0937
 BM0937.Superseded values are not recommended for survey control.
 BM0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0937.See file dsdata.txt to determine how the superseded data were derived.
 BM0937
 BM0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9646076456(NAD 83)
 BM0937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BM0937_SETTING: 0 = UNSPECIFIED SETTING
 BM0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0937
 BM0937  HISTORY     - Date     Condition        Report By
 BM0937  HISTORY     - 1903     MONUMENTED       CGS
 BM0937  HISTORY     - 1937     GOOD             TXHD
 BM0937  HISTORY     - 1957     GOOD             USGS
 BM0937
 BM0937                          STATION DESCRIPTION
 BM0937
 BM0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 BM0937'STATION IS ABOUT 3-1/2 MILES IN A DIRECT LINE FROM TRAVIS PEAK,
 BM0937'3/4 MILE IN A DIRECT LINE ABOUT N 15 DEG E FROM A TANK ON THE NE
 BM0937'SIDE OF THE LEANDER-TRAVIS PEAK WAGON ROAD AT A SHARP TURN IN THE
 BM0937'ROAD, IN THE WOOLF PASTURE, UPON THE HIGHEST AND GENTLY ROUNDING
 BM0937'TOP OF POST OAK RIDGE, AT ITS NORTHEASTERN EXTREMITY.
 BM0937'
 BM0937'SURFACE AND UNDERGROUND MARKS ARE NAILS IN IRON PIPES SET IN
 BM0937'CONCRETE.  THERE IS NO REFERENCE MARK.  TRAVIS PEAK, A HIGH LONE
 BM0937'CONICAL-SHAPED HILL, ABOUT 3 MILES DISTANT, IS N 60 DEG 26 MIN W.
 BM0937'A LIVE-OAK TREE 4 INCHES IN DIAMETER, DISTANT FROM THE
 BM0937'STATION, 28.12 METERS (92.3 FEET), S 79 DEG 21 MIN E,
 BM0937'IS MARKED BY AN ISOSCELES TRIANGLE, BASE 3 INCHES, SIDES 5
 BM0937'INCHES, CUT DEEP INTO THE TREE ON THE SIDE FACING THE STATION
 BM0937'AND 8 INCHES ABOVE THE GROUND.  A SPANISH OAK TREE 7 INCHES IN
 BM0937'DIAMETER AT THE BASE AND 8.10 METERS (26.6 FEET) DISTANT,
 BM0937'S 51 DEG 06 MIN W, IS MARKED 10 INCHES ABOVE GROUND ON
 BM0937'THE SIDE FACING THE STATION BY A DEEPLY CUT EQUILATERAL
 BM0937'TRIANGLE 3-1/2 INCHES ON A SIDE.  A SPANISH OAK 8 INCHES IN
 BM0937'DIAMETER, DISTANT 35.14 METERS (115.3 FEET) S 83
 BM0937'DEG 45 MIN W, IS MARKED 1 FOOT ABOVE THE GROUND ON THE SIDE
 BM0937'FACING THE STATION BY A DEEPLY CUT EQUILATERAL TRIANGLE 5
 BM0937'INCHES ON A SIDE.  ELEVATION OF STATION, 395.6 METERS
 BM0937'(1,298 FEET).
 BM0937
 BM0937                          STATION RECOVERY (1937)
 BM0937
 BM0937'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0937'RECOVERED IN GOOD CONDITION.
 BM0937'
 BM0937'TO REACH FROM AUSTIN, BEGINNING AT INTERSECTION OF STATE
 BM0937'HIGHWAY 29 AND STATE HIGHWAY 2 IN NW PART OF CITY, GO NW ON
 BM0937'STATE HIGHWAY 29, FOR 11.0 MILES TO CROSSROADS AND SCHOOL ON
 BM0937'RIGHT, THIS ROAD IS 0.8 MILE PAST SMALL VILLAGE OF JOLLYVILLE,
 BM0937'TURN LEFT AND FOLLOW MAIN ROAD 4.2 MILES TO FORK, TAKE LEFT
 BM0937'FORK AND CONTINUE ON MAIN ROAD 3.0 MILES TO ROAD FORK, TAKE
 BM0937'MAIN RIGHT FORK AND CONTINUE ON MAIN ROAD 9.1 MILES TO ROAD
 BM0937'FORK, TAKE RIGHT FORK AND CONTINUE ON MAIN ROAD 4.0 MILES TO
 BM0937'TRAIL FORK ON RIGHT, TURN RIGHT AND FOLLOW TRAIL 1.75 MILES
 BM0937'TO FOOT OF OAK RIDGE ON RIGHT.  HERE CLIMB TO TOP OF RIDGE
 BM0937'ABOUT 0.35 MILE AND STATION.
 BM0937
 BM0937                          STATION RECOVERY (1957)
 BM0937
 BM0937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BM0937'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30097-4, STATION 1003.
 BM0937'RECOVERED BY USGS IN 1957 AND REVISED AS FOLLOWS
 BM0937'TO REACH FROM JONESTOWN, GO W. ALONG FARM ROAD 1328, 5.9 MI. TO
 BM0937'JUNCTION WITH FORMER HIGHWAY ROUTE, NW. FROM PAVED RD., TURN RIGHT ON
 BM0937'DIRT RD. 0.6 MI. TO RD. FORK, TURN RIGHT ON RD. UP STEEP HILL, 0.5 MI.
 BM0937'GENERALLY ALONG TELEPHONE LINE TO CROSSROADS WITH TRACK RD. AT TOP OF
 BM0937'HILL, TURN LEFT (W.) AND GO 1.6 MI. ALONG TRACK RD. TO SUMMIT, AND
 BM0937'STATION, 200 FT. W. OF RD.
 BM0937'STATION MARK--NAIL SET IN PIPE IN CONCRETE, LETTERS ---USC AND GS
 BM0937'1903--- MARKED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9975 ***********************************************************************
 AG9975  DESIGNATION -  TRAVIS 1954
 AG9975  PID         -  AG9975
 AG9975  STATE/COUNTY-  TX/TRAVIS
 AG9975  USGS QUAD   -  PFLUGERVILLE EAST (1987)
 AG9975
 AG9975                         *CURRENT SURVEY CONTROL
 AG9975  ___________________________________________________________________
 AG9975* NAD 83(1993)-  30 29 40.82261(N)    097 34 56.72016(W)     ADJUSTED  
 AG9975* NAVD 88     -       236.84   (+/-2cm)     777.0    (feet)  VERTCON   
 AG9975  ___________________________________________________________________
 AG9975  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AG9975  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AG9975
 AG9975  HORZ ORDER  -  THIRD
 AG9975  VERT ORDER  -  THIRD ? (See Below)
 AG9975
 AG9975.The horizontal coordinates were established by classical geodetic methods
 AG9975.and adjusted by the National Geodetic Survey in July 1998..
 AG9975
 AG9975.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9975.The vertical order pertains to the NGVD 29 superseded value.
 AG9975
 AG9975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9975
 AG9975.The geoid height was determined by GEOID03.
 AG9975
 AG9975;                    North         East     Units Scale Factor Converg.
 AG9975;SPC TX C     - 3,095,054.398   964,051.013   MT  0.99992058   +1 25 00.8
 AG9975;SPC TX C     -10,154,357.64  3,162,890.70   sFT  0.99992058   +1 25 00.8
 AG9975;UTM  14      - 3,374,455.342   636,045.702   MT  0.99982833   +0 43 10.1
 AG9975
 AG9975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9975!SPC TX C     -   0.99996689  x   0.99992058  =   0.99988748
 AG9975!UTM  14      -   0.99996689  x   0.99982833  =   0.99979523
 AG9975
 AG9975                          SUPERSEDED SURVEY CONTROL
 AG9975
 AG9975  NGVD 29 (07/28/98)  236.76   (m)          776.8    (f) LEVELING    3  
 AG9975
 AG9975.Superseded values are not recommended for survey control.
 AG9975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9975.See file dsdata.txt to determine how the superseded data were derived.
 AG9975
 AG9975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3604674455(NAD 83)
 AG9975_MARKER: DS = TRIANGULATION STATION DISK
 AG9975
 AG9975  HISTORY     - Date     Condition        Report By
 AG9975  HISTORY     - 1954     MONUMENTED       USGS
 AG9975  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 AG9975
 AG9975                          STATION DESCRIPTION
 AG9975
 AG9975'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9975'STATION LOCATED ABOUT 5 MI. NE. OF PFLUGERVILLE AND 18 MI. NE. OF
 AG9975'AUSTIN, ON THE S. PART OF DOMINANT RIDGE, 2225.8 FT. S. OF
 AG9975'TRAVIS-WILLIAMSON COUNTY LINE, 283 FT. N. OF E-W. GRAVEL RD. AND 43
 AG9975'FT. W. OF CENTERLINE OF FARM ROAD 1825 ON THE HIGHWAY RIGHT-OF-WAY.
 AG9975'TO REACH FROM SCHOOLHOUSE IN PFLUGERVILLE, GO E. ON FARM ROAD 1428 0.7
 AG9975'MI., TURN LEFT AND GO N. ON FARM ROAD 1825 4.6 MI. AND STATION SITE.
 AG9975'STATION MARK--STANDARD TABLET STAMPED---TRAVIS 1954---, SET IN
 AG9975'CONCRETE POST.
 AG9975
 AG9975                          STATION RECOVERY (2001)
 AG9975
 AG9975'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 AG9975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1339 ***********************************************************************
 AW1339  DESIGNATION -  TRAVIS RESET
 AW1339  PID         -  AW1339
 AW1339  STATE/COUNTY-  TX/GALVESTON
 AW1339  USGS QUAD   -  GALVESTON (1994)
 AW1339
 AW1339                         *CURRENT SURVEY CONTROL
 AW1339  ___________________________________________________________________
 AW1339* NAD 83(1993)-  29 21 59.42840(N)    094 45 22.92620(W)     ADJUSTED  
 AW1339* NAVD 88     -        11.60   (+/-2cm)      38.1    (feet)  VERTCON   
 AW1339  ___________________________________________________________________
 AW1339  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AW1339  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1339
 AW1339  HORZ ORDER  -  SECOND
 AW1339  VERT ORDER  -  THIRD (See Below)
 AW1339
 AW1339.The horizontal coordinates were established by classical geodetic methods
 AW1339.and adjusted by the National Geodetic Survey in February 1996..
 AW1339
 AW1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1339.The vertical order pertains to the NGVD 29 superseded value.
 AW1339
 AW1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1339
 AW1339.The geoid height was determined by GEOID03.
 AW1339
 AW1339;                    North         East     Units Scale Factor Converg.
 AW1339;SPC TXSC     - 4,177,389.681 1,011,881.058   MT  0.99986340   +2 04 44.4
 AW1339;SPC TXSC     -13,705,319.31  3,319,813.10   sFT  0.99986340   +2 04 44.4
 AW1339;UTM  15      - 3,249,874.286   329,522.839   MT  0.99995862   -0 51 41.5
 AW1339
 AW1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1339!SPC TXSC     -   1.00000237  x   0.99986340  =   0.99986577
 AW1339!UTM  15      -   1.00000237  x   0.99995862  =   0.99996099
 AW1339
 AW1339|---------------------------------------------------------------------|
 AW1339| PID    Reference Object                     Distance      Geod. Az  |
 AW1339|                                                           dddmmss.s |
 AW1339| AW5950 TRAVIS RM 1 RESET                    37.527 METERS 03606     |
 AW1339| AW5768 GALVESTON ENT N SIDE RNG R BCN      APPROX. 0.9 KM 0522343.9 |
 AW1339| AW5770 GALVESTON BAY ENT CHAN RG R LT      APPROX. 3.0 KM 1030541.8 |
 AW1339| AW5777 GALVESTON BAY ENT CHAN FR LT        APPROX. 4.1 KM 1080751.2 |
 AW1339| AW5769 BOLIVAR ROADS OUTER RNG F LT        APPROX. 2.6 KM 1103444.8 |
 AW1339| AW5766 SOUTH JETTY LIGHT                   APPROX. 7.5 KM 1244330.4 |
 AW1339| AW5772 TX CITY CUT A OUT RG R LT 1963      APPROX. 3.9 KM 1651502.7 |
 AW1339| AW5910 TX CITY CHAN CUT A OUT RG F LT      APPROX. 3.3 KM 1793416.1 |
 AW1339| AW5880 HOUSTON SHIP CHAN OUT RNG R LT      APPROX. 4.1 KM 1912346.1 |
 AW1339| AW5893 GALVESTON MUNICIPAL TANK            APPROX. 6.1 KM 1955109.7 |
 AW1339| AW5951 GALVESTON CG BASE WEATHER VANE      APPROX. 4.0 KM 2013857.7 |
 AW1339| AW5960 GALVESTON AM NATL INS BLDG LT       APPROX. 7.4 KM 2062121.5 |
 AW1339| AW1337 CG 11                               408.292 METERS 2093805.5 |
 AW1339| AW5958 GALVESTON SHELL OIL CO MAST         APPROX. 5.6 KM 2122730.4 |
 AW1339| AW5969 TRAVIS RM 2 RESET                     5.575 METERS 21607     |
 AW1339| AW0445 BSA                                 APPROX. 7.0 KM 2235447.9 |
 AW1339| AW5894 GALVESTON BAY LOWER RNG F LT        APPROX. 4.1 KM 2353436.8 |
 AW1339| AW5887 GALVESTON FREEPORT CHAN LT 11       APPROX. 6.7 KM 2501955.6 |
 AW1339| AW5912 TX CITY CHAN CUT B OUT RG R LT      APPROX. 5.7 KM 2683708.4 |
 AW1339| AW5909 TX CITY CUT B OUT RG F LT 1963      APPROX. 6.5 KM 2704219.4 |
 AW1339| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 1.0 KM 2714255.5 |
 AW1339| AW5926 HOUSTON CHAN ENT FRONT RG BCN       APPROX. 4.7 KM 2741404.9 |
 AW1339| AW5891 PORT BOLIVAR REAR RANGE BEACON      APPROX. 2.8 KM 2791420.7 |
 AW1339| AW5906 HOUSTON SHIP CHAN ENT RNG F LT      APPROX. 5.2 KM 2792203.8 |
 AW1339| AW5825 HOUSTON CHAN ENT REAR RG BCN        APPROX. 5.5 KM 2820807.4 |
 AW1339| AW5820 HOUSTON SHIP CHAN ENT RNG R LT      APPROX. 5.5 KM 2822756.3 |
 AW1339| AW5888 BOLIVAR PENINSULA LIGHT 26          APPROX. 2.8 KM 2894305.0 |
 AW1339| AW5827 HOUSTON SHIP CHAN LT 1 1932         APPROX. 6.1 KM 2932647.2 |
 AW1339| AW5858 HOUSTON SHIP CHAN LT 31             APPROX. 6.2 KM 2942040.0 |
 AW1339| AW5824 HOUSTON SHIP CHAN LT 2 1932         APPROX. 5.9 KM 2945243.2 |
 AW1339|---------------------------------------------------------------------|
 AW1339
 AW1339                          SUPERSEDED SURVEY CONTROL
 AW1339
 AW1339  NAD 83(1986)-  29 21 59.44380(N)    094 45 22.90694(W) AD(       ) 2
 AW1339  NAD 27      -  29 21 58.59607(N)    094 45 22.20602(W) AD(       ) 2
 AW1339  NGVD 29 (07/19/86)   11.60   (m)           38.1    (f) LEVELING    3  
 AW1339
 AW1339.Superseded values are not recommended for survey control.
 AW1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1339.See file dsdata.txt to determine how the superseded data were derived.
 AW1339
 AW1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2952349874(NAD 83)
 AW1339_MARKER: DS = TRIANGULATION STATION DISK
 AW1339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1339_SP_SET: WALL
 AW1339_STAMPING: TRAVIS 1933
 AW1339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1339+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1339
 AW1339  HISTORY     - Date     Condition        Report By
 AW1339  HISTORY     - 1974     MONUMENTED       NGS
 AW1339  HISTORY     - 1976     GOOD             NGS
 AW1339  HISTORY     - 1977     GOOD             USCG
 AW1339  HISTORY     - 1978     GOOD             USCG
 AW1339  HISTORY     - 1979     GOOD             NGS
 AW1339  HISTORY     - 19990828 GOOD             USPSQD
 AW1339  HISTORY     - 20000510 GOOD             USPSQD
 AW1339  HISTORY     - 20010509 GOOD             USPSQD
 AW1339  HISTORY     - 20031013 GOOD             USPSQD
 AW1339  HISTORY     - 20041023 GOOD             USPSQD
 AW1339
 AW1339                          STATION DESCRIPTION
 AW1339
 AW1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW1339'THE STATION DISK WAS MISSING AND A NEW DISK STAMPED TRAVIS
 AW1339'1933 1974 WAS CEMENTED IN THE SAME HOLE.  REFERENCE MARK 1
 AW1339'WAS RECOVERED WITH THE STEM OF THE DISK AND THE CROSS ATOP
 AW1339'STILL FIRMLY IN PLACE.  REFERENCE MARK 2 WAS RECOVERED AND
 AW1339'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 AW1339'BOTH MARKS CHECKED WITH THE PREVIOUS DESCRIPTION.
 AW1339'
 AW1339'THE PREVIOUS DESCRIPTION IS ADEQUATE AND ACCURATE.
 AW1339'
 AW1339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AW1339'SOUTH OF PORT BOLIVAR
 AW1339
 AW1339                          STATION RECOVERY (1976)
 AW1339
 AW1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 AW1339'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED IN 1974 BY
 AW1339'R.D.S.
 AW1339'
 AW1339'THE STATION IS NOW IN FORT TRAVIS SEASHORE PARK.  MR. NORMAN RICE IS
 AW1339'THE HEAD PARKEEPER.  TELEPHONE 684-0333.  P.O. BOX 215, PORT
 AW1339'BOLIVAR, TX 77650.
 AW1339'
 AW1339'TO REACH FROM THE POINT BOLIVAR FERRY SLIP, GO NORTHEAST ON STATE
 AW1339'HIGHWAY 87 FOR 1.4 MILES TO THE PARK ENTRANCE ON THE RIGHT.
 AW1339'
 AW1339'THE STATION IS ON THE TOP OF THE NORTH WALL AROUND THE SOUTHERLY OF
 AW1339'TWO GUN MOUNTS.
 AW1339'
 AW1339'ALL MARKS ARE DISKS SET IN DRILL HOLES.
 AW1339'
 AW1339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES NE OF
 AW1339'DOWNTOWN GALVESTON.
 AW1339
 AW1339                          STATION RECOVERY (1977)
 AW1339
 AW1339'RECOVERY NOTE BY US COAST GUARD 1977 (RM)
 AW1339'TRAVIS 1933, 75 RECOVERED GOOD.
 AW1339'
 AW1339'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. SE FROM PORT
 AW1339'BOLIVAR.
 AW1339
 AW1339                          STATION RECOVERY (1978)
 AW1339
 AW1339'RECOVERY NOTE BY US COAST GUARD 1978 (RM)
 AW1339'TRAVIS 1933, 75 RECOVERED GOOD.
 AW1339'
 AW1339'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MI FROM GALVESTON
 AW1339'FERRY.
 AW1339
 AW1339                          STATION RECOVERY (1979)
 AW1339
 AW1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW1339'STATION STAMPED TRAVIS 1933 - 1974, REFERENCE MARK NO. 2 WERE
 AW1339'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED
 AW1339'IN POOR CONDITION.  DISK BEARS MARK OF VANDALISM.
 AW1339'
 AW1339'THE RECOVERY NOTE BY WOM IN 1976 IS OTHERWISE ADEQUATE.
 AW1339'
 AW1339'DESCRIBED--RAH
 AW1339
 AW1339                          STATION RECOVERY (1999)
 AW1339
 AW1339'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1339'RECOVERED IN GOOD CONDITION.
 AW1339
 AW1339                          STATION RECOVERY (2000)
 AW1339
 AW1339'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW1339'RECOVERED IN GOOD CONDITION.
 AW1339
 AW1339                          STATION RECOVERY (2001)
 AW1339
 AW1339'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1339'RECOVERED IN GOOD CONDITION.
 AW1339
 AW1339                          STATION RECOVERY (2003)
 AW1339
 AW1339'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1339'RECOVERED IN GOOD CONDITION.
 AW1339
 AW1339                          STATION RECOVERY (2004)
 AW1339
 AW1339'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1339'R 1 FOUND
 AW1339'R 2 FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1338 ***********************************************************************
 AW1338  DESIGNATION -  TRAVIS RM
 AW1338  PID         -  AW1338
 AW1338  STATE/COUNTY-  TX/GALVESTON
 AW1338  USGS QUAD   -  GALVESTON (1994)
 AW1338
 AW1338                         *CURRENT SURVEY CONTROL
 AW1338  ___________________________________________________________________
 AW1338* NAD 83(1986)-  29 22 00.     (N)    094 45 22.     (W)     SCALED    
 AW1338* NAVD 88     -        11.25   (+/-2cm)      36.9    (feet)  VERTCON   
 AW1338  ___________________________________________________________________
 AW1338  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1338
 AW1338  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1338
 AW1338.The horizontal coordinates were scaled from a topographic map and have
 AW1338.an estimated accuracy of +/- 6 seconds.
 AW1338
 AW1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1338.The vertical order pertains to the NGVD 29 superseded value.
 AW1338
 AW1338.The geoid height was determined by GEOID03.
 AW1338
 AW1338;                    North         East    Units  Estimated Accuracy
 AW1338;SPC TXSC     - 4,177,410.    1,011,910.      MT  (+/- 180 meters Scaled)
 AW1338
 AW1338                          SUPERSEDED SURVEY CONTROL
 AW1338
 AW1338  NGVD 29 (??/??/92)   11.247  (m)           36.90   (f) ADJ UNCH    1 2
 AW1338
 AW1338.Superseded values are not recommended for survey control.
 AW1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1338.See file dsdata.txt to determine how the superseded data were derived.
 AW1338
 AW1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN295498(NAD 83)
 AW1338_MARKER: DR = REFERENCE MARK DISK
 AW1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1338_SP_SET: STEP
 AW1338_STAMPING: TRAVIS 1933
 AW1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1338+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1338
 AW1338  HISTORY     - Date     Condition        Report By
 AW1338  HISTORY     - 1933     MONUMENTED       CGS
 AW1338  HISTORY     - 1960     GOOD             NGS
 AW1338  HISTORY     - 1974     POOR             NGS
 AW1338  HISTORY     - 1978     GOOD             NGS
 AW1338  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1338  HISTORY     - 20000510 POOR             USPSQD
 AW1338  HISTORY     - 20010509 POOR             USPSQD
 AW1338  HISTORY     - 20041023 GOOD             USPSQD
 AW1338
 AW1338                          STATION DESCRIPTION
 AW1338
 AW1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AW1338'1.5 MI NE FROM PORT BOLIVAR.
 AW1338'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY LANDING
 AW1338'AT PORT BOLIVAR, THENCE ABOUT 0.3 MILE SOUTHEAST ALONG AN OILED ROAD,
 AW1338'THENCE ABOUT 0.2 MILE NORTHEAST ALONG A SHELL ROAD, IN THE TOP OF THE
 AW1338'SOUTH END OF THE TOP STEP OF A STAIRWAY LEADING TO THE MOST NORTHERLY
 AW1338'ONE OF 2 GUN MOUNTS, AND 123 FEET NORTH OF TRIANGULATION STATION
 AW1338'TRAVIS 1933.
 AW1338
 AW1338                          STATION RECOVERY (1974)
 AW1338
 AW1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1338'MARK RECOVERED IN POOR CONDITION.
 AW1338
 AW1338                          STATION RECOVERY (1978)
 AW1338
 AW1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1338'ALL IS LEFT OF THE MARK IS THE SHANK AND CENTER OF THE DISK.
 AW1338
 AW1338                          STATION RECOVERY (1990)
 AW1338
 AW1338'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1338'MARK NOT FOUND.
 AW1338
 AW1338                          STATION RECOVERY (2000)
 AW1338
 AW1338'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW1338'ONLY DISK CENTER AND ROD REMANING
 AW1338
 AW1338                          STATION RECOVERY (2001)
 AW1338
 AW1338'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1338'ONLY DISK CENTER AND ROD REMAIN
 AW1338
 AW1338                          STATION RECOVERY (2004)
 AW1338
 AW1338'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5950 ***********************************************************************
 AW5950  DESIGNATION -  TRAVIS RM 1 RESET
 AW5950  PID         -  AW5950
 AW5950  STATE/COUNTY-  TX/GALVESTON
 AW5950  USGS QUAD   -  GALVESTON (1994)
 AW5950
 AW5950                         *CURRENT SURVEY CONTROL
 AW5950  ___________________________________________________________________
 AW5950* NAD 83(1993)-  29 22 00.41329(N)    094 45 22.10653(W)     ADJUSTED  
 AW5950* NAVD 88     -        11.39   (+/-2cm)      37.4    (feet)  VERTCON   
 AW5950  ___________________________________________________________________
 AW5950  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AW5950  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW5950
 AW5950  HORZ ORDER  -  SECOND
 AW5950  VERT ORDER  -  THIRD ? (See Below)
 AW5950
 AW5950.The horizontal coordinates were established by classical geodetic methods
 AW5950.and adjusted by the National Geodetic Survey in February 1996..
 AW5950
 AW5950.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5950.The vertical order pertains to the NGVD 29 superseded value.
 AW5950
 AW5950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5950
 AW5950.The geoid height was determined by GEOID03.
 AW5950
 AW5950;                    North         East     Units Scale Factor Converg.
 AW5950;SPC TXSC     - 4,177,420.783 1,011,902.047   MT  0.99986340   +2 04 44.8
 AW5950;SPC TXSC     -13,705,421.35  3,319,881.97   sFT  0.99986340   +2 04 44.8
 AW5950;UTM  15      - 3,249,904.273   329,545.398   MT  0.99995852   -0 51 41.1
 AW5950
 AW5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5950!SPC TXSC     -   1.00000240  x   0.99986340  =   0.99986580
 AW5950!UTM  15      -   1.00000240  x   0.99995852  =   0.99996092
 AW5950
 AW5950                          SUPERSEDED SURVEY CONTROL
 AW5950
 AW5950  NAD 83(1986)-  29 22 00.42841(N)    094 45 22.08749(W) AD(       ) 2
 AW5950  NAD 27      -  29 21 59.58290(N)    094 45 21.38829(W) AD(       ) 2
 AW5950  NGVD 29 (07/19/86)   11.39   (m)           37.4    (f) LEVELING    3  
 AW5950
 AW5950.Superseded values are not recommended for survey control.
 AW5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5950.See file dsdata.txt to determine how the superseded data were derived.
 AW5950
 AW5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2954549904(NAD 83)
 AW5950_MARKER: W = UNMONUMENTED
 AW5950_SETTING: 0 = UNSPECIFIED SETTING
 AW5950
 AW5950  HISTORY     - Date     Condition        Report By
 AW5950  HISTORY     - 1974     MONUMENTED
 AW5950  HISTORY     - UNK      SEE DESCRIPTION
 AW5950  HISTORY     - 19870101 MARK NOT FOUND   USPSQD
 AW5950
 AW5950                          STATION DESCRIPTION
 AW5950
 AW5950'DESCRIBED UNK
 AW5950'RECOVERED AS DESCRIBED.
 AW5950
 AW5950                          STATION RECOVERY (1987)
 AW5950
 AW5950'RECOVERY NOTE BY US POWER SQUADRON 1987 (BNG)
 AW5950'DISK HAS BEEN VANDALIZED AND REMOVED - ONLY THE STEM REMAINS IMBEDDED
 AW5950'IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1340 ***********************************************************************
 AW1340  DESIGNATION -  TRAVIS RM 2
 AW1340  PID         -  AW1340
 AW1340  STATE/COUNTY-  TX/GALVESTON
 AW1340  USGS QUAD   -  GALVESTON (1994)
 AW1340
 AW1340                         *CURRENT SURVEY CONTROL
 AW1340  ___________________________________________________________________
 AW1340* NAD 83(1986)-  29 21 59.     (N)    094 45 24.     (W)     SCALED    
 AW1340* NAVD 88     -        11.53   (+/-2cm)      37.8    (feet)  VERTCON   
 AW1340  ___________________________________________________________________
 AW1340  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1340
 AW1340  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1340
 AW1340.The horizontal coordinates were scaled from a topographic map and have
 AW1340.an estimated accuracy of +/- 6 seconds.
 AW1340
 AW1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1340.The vertical order pertains to the NGVD 29 superseded value.
 AW1340
 AW1340.The geoid height was determined by GEOID03.
 AW1340
 AW1340;                    North         East    Units  Estimated Accuracy
 AW1340;SPC TXSC     - 4,177,380.    1,011,850.      MT  (+/- 180 meters Scaled)
 AW1340
 AW1340                          SUPERSEDED SURVEY CONTROL
 AW1340
 AW1340  NGVD 29 (??/??/92)   11.530  (m)           37.83   (f) ADJ UNCH    1 2
 AW1340
 AW1340.Superseded values are not recommended for survey control.
 AW1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1340.See file dsdata.txt to determine how the superseded data were derived.
 AW1340
 AW1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN294498(NAD 83)
 AW1340_MARKER: DR = REFERENCE MARK DISK
 AW1340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1340_SP_SET: WALL
 AW1340_STAMPING: TRAVIS NO. 2 1942
 AW1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1340+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1340
 AW1340  HISTORY     - Date     Condition        Report By
 AW1340  HISTORY     - 1942     MONUMENTED       CGS
 AW1340  HISTORY     - 1960     GOOD             NGS
 AW1340  HISTORY     - 1974     GOOD             NGS
 AW1340  HISTORY     - 1978     GOOD             NGS
 AW1340  HISTORY     - 1987     GOOD             USPSQD
 AW1340  HISTORY     - 1990     GOOD             USPSQD
 AW1340  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1340  HISTORY     - 20000510 GOOD             USPSQD
 AW1340  HISTORY     - 20010509 GOOD             USPSQD
 AW1340  HISTORY     - 20031013 GOOD             USPSQD
 AW1340  HISTORY     - 20041023 GOOD             USPSQD
 AW1340
 AW1340                          STATION DESCRIPTION
 AW1340
 AW1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AW1340'1.0 MI SE FROM PORT BOLIVAR.
 AW1340'LOCATED ABOUT 1.35 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE
 AW1340'FERRY SLIP AT THE SOUTHWEST END OF BOLIVAR PENINSULA, AT THE OLD FORT
 AW1340'TRAVIS MILITARY RESERVATION AND NEAR THE NORTH END OF THE OLD
 AW1340'RESERVATION.  MARK IS IN TOP OF SOUTH CONCRETE WALL AROUND MOST
 AW1340'SOUTHERLY OF 2 GUN MOUNTS.  A STANDARD REFERENCE MARK DISK STAMPED
 AW1340'TRAVIS NO. 2 1942 SET IN A DRILL HOLE.
 AW1340
 AW1340                          STATION RECOVERY (1974)
 AW1340
 AW1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1340'RECOVERED IN GOOD CONDITION.
 AW1340
 AW1340                          STATION RECOVERY (1978)
 AW1340
 AW1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1340'RECOVERED IN GOOD CONDITION.
 AW1340
 AW1340                          STATION RECOVERY (1987)
 AW1340
 AW1340'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1340'RECOVERED IN GOOD CONDITION.
 AW1340
 AW1340                          STATION RECOVERY (1990)
 AW1340
 AW1340'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1340'RECOVERED IN GOOD CONDITION.
 AW1340
 AW1340                          STATION RECOVERY (1995)
 AW1340
 AW1340'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1340'MARK NOT FOUND.
 AW1340
 AW1340                          STATION RECOVERY (2000)
 AW1340
 AW1340'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW1340'RECOVERED IN GOOD CONDITION.
 AW1340
 AW1340                          STATION RECOVERY (2001)
 AW1340
 AW1340'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1340'RECOVERED IN GOOD CONDITION.
 AW1340
 AW1340                          STATION RECOVERY (2003)
 AW1340
 AW1340'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1340'RECOVERED IN GOOD CONDITION.
 AW1340
 AW1340                          STATION RECOVERY (2004)
 AW1340
 AW1340'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8397 ***********************************************************************
 AH8397  DESIGNATION -  TRAYLOR
 AH8397  PID         -  AH8397
 AH8397  STATE/COUNTY-  TX/ARANSAS
 AH8397  USGS QUAD   -  ESTES (1975)
 AH8397
 AH8397                         *CURRENT SURVEY CONTROL
 AH8397  ___________________________________________________________________
 AH8397* NAD 83(1993)-  27 57 07.48531(N)    097 04 21.08008(W)     ADJUSTED  
 AH8397* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 AH8397  ___________________________________________________________________
 AH8397  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AH8397  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH8397
 AH8397  HORZ ORDER  -  THIRD
 AH8397
 AH8397.The horizontal coordinates were established by classical geodetic methods
 AH8397.and adjusted by the National Geodetic Survey in August 1998..
 AH8397
 AH8397.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8397
 AH8397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8397
 AH8397.The geoid height was determined by GEOID03.
 AH8397
 AH8397;                    North         East     Units Scale Factor Converg.
 AH8397;SPC TXSC     - 4,014,724.701   789,694.301   MT  1.00015168   +0 56 39.5
 AH8397;SPC TXSC     -13,171,642.62  2,590,855.39   sFT  1.00015168   +0 56 39.5
 AH8397;UTM  14      - 3,093,389.333   689,618.442   MT  1.00004380   +0 54 13.5
 AH8397
 AH8397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8397!SPC TXSC     -   1.00000408  x   1.00015168  =   1.00015576
 AH8397!UTM  14      -   1.00000408  x   1.00004380  =   1.00004788
 AH8397
 AH8397                          SUPERSEDED SURVEY CONTROL
 AH8397
 AH8397  NGVD 29 (08/21/98)    0.8    (m)            3.     (f) VERT ANG       
 AH8397
 AH8397.Superseded values are not recommended for survey control.
 AH8397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8397.See file dsdata.txt to determine how the superseded data were derived.
 AH8397
 AH8397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8961893389(NAD 83)
 AH8397_MARKER: DD = SURVEY DISK
 AH8397_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8397_STAMPING: TRAYLOR 1989
 AH8397_MARK LOGO: NOS   
 AH8397_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8397+STABILITY: SURFACE MOTION
 AH8397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8397+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8397
 AH8397  HISTORY     - Date     Condition        Report By
 AH8397  HISTORY     - 1989     MONUMENTED       NOS
 AH8397
 AH8397                          STATION DESCRIPTION
 AH8397
 AH8397'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8397'THE STATION IS LOCATED NEAR THE MIDDLE OF THE EAST SIDE OF TRAYLOR
 AH8397'ISLAND, ON THE SOUTH BANK OF BIG CUT, AND APPROXIMATELY 5 MILES SOUTH
 AH8397'FROM ROCKPORT. TO REACH THE STATION FROM ROCKPORT, GO BY BOAT SOUTH TO
 AH8397'THE EAST SIDE OF TRAYLOR ISLAND.  TURN WEST INTO BIG CUT AND LAND ON
 AH8397'THE SOUTH BANK. THE STATION IS STAMPED---TRAYLOR 1989---, AND IS A
 AH8397'ALUMINUM NOS DISK SET ON TOP OF A 42 INCH ALUMINUM ROD WHICH IS
 AH8397'SURROUNDED BY A MASS OF CONCRETE.  IT IS LOCATED 4.5 METERS SOUTH FROM
 AH8397'THE MHWL. DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0861 ***********************************************************************
 CB0861  DESIGNATION -  TREECE
 CB0861  PID         -  CB0861
 CB0861  STATE/COUNTY-  TX/TOM GREEN
 CB0861  USGS QUAD   -  MERETA (1984)
 CB0861
 CB0861                         *CURRENT SURVEY CONTROL
 CB0861  ___________________________________________________________________
 CB0861* NAD 83(1993)-  31 22 46.81906(N)    100 13 31.05258(W)     ADJUSTED  
 CB0861* NAVD 88     -       570.6    (meters)    1872.     (feet)  VERTCON   
 CB0861  ___________________________________________________________________
 CB0861  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CB0861  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CB0861
 CB0861  HORZ ORDER  -  FIRST
 CB0861
 CB0861.The horizontal coordinates were established by classical geodetic methods
 CB0861.and adjusted by the National Geodetic Survey in February 1996..
 CB0861
 CB0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0861
 CB0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0861
 CB0861.The geoid height was determined by GEOID03.
 CB0861
 CB0861;                    North         East     Units Scale Factor Converg.
 CB0861;SPC TX C     - 3,189,902.180   710,276.270   MT  0.99990346   +0 03 20.3
 CB0861;SPC TX C     -10,465,537.40  2,330,298.06   sFT  0.99990346   +0 03 20.3
 CB0861;UTM  14      - 3,472,329.136   383,488.083   MT  0.99976744   -0 38 17.1
 CB0861
 CB0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0861!SPC TX C     -   0.99991420  x   0.99990346  =   0.99981766
 CB0861!UTM  14      -   0.99991420  x   0.99976744  =   0.99968166
 CB0861
 CB0861|---------------------------------------------------------------------|
 CB0861| PID    Reference Object                     Distance      Geod. Az  |
 CB0861|                                                           dddmmss.s |
 CB0861| CV5623 TREECE RM 1                          26.436 METERS 08716     |
 CB0861| CB0859 VAN                                 APPROX. 3.6 KM 1422834.2 |
 CB0861| CV5624 TREECE RM 2                          38.174 METERS 18014     |
 CB0861| CV5622 TREECE AZ MK                                       2284210.1 |
 CB0861| CV5625 TREECE RM 3                          24.351 METERS 35833     |
 CB0861|---------------------------------------------------------------------|
 CB0861
 CB0861                          SUPERSEDED SURVEY CONTROL
 CB0861
 CB0861  NAD 83(1986)-  31 22 46.82579(N)    100 13 31.03819(W) AD(       ) 1
 CB0861  NAD 27      -  31 22 46.23524(N)    100 13 29.73647(W) AD(       ) 1
 CB0861  NGVD 29 (07/19/86)  570.5    (m)         1872.     (f) VERT ANG       
 CB0861
 CB0861.Superseded values are not recommended for survey control.
 CB0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0861.See file dsdata.txt to determine how the superseded data were derived.
 CB0861
 CB0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV8348872329(NAD 83)
 CB0861_MARKER: DS = TRIANGULATION STATION DISK
 CB0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0861
 CB0861  HISTORY     - Date     Condition        Report By
 CB0861  HISTORY     - 1935     MONUMENTED       CGS
 CB0861  HISTORY     - 1937     GOOD             TXHD
 CB0861  HISTORY     - 1939     GOOD             TXGS
 CB0861  HISTORY     - 1945     GOOD             CGS
 CB0861  HISTORY     - 1956     GOOD             CGS
 CB0861  HISTORY     - 1967     GOOD             CGS
 CB0861
 CB0861                          STATION DESCRIPTION
 CB0861
 CB0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0861'STATION IS ON THE PROPERTY OF JOHN TREECE, ABOUT 4-1/2 MILES
 CB0861'E AND 1/2 MILE N OF WALL.  MARK IS 12 FEET S OF TRI-CORNER OF
 CB0861'FENCE 120 FEET SW OF HOUSE, SET FLUSH WITH GROUND.
 CB0861'
 CB0861'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CB0861'SET IN CONCRETE.
 CB0861'
 CB0861'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CB0861'HOLE IN BEDROCK.
 CB0861'
 CB0861'REFERENCE MARK NO. 1 IS E OF STATION, 6 FEET S OF FENCE, PROJECTS
 CB0861'4 INCHES.
 CB0861'
 CB0861'REFERENCE MARK NO. 2 IS S OF STATION, PROJECTS 5 INCHES.
 CB0861'
 CB0861'AZIMUTH MARK IS SW OF STATION, 2 FEET N OF FENCE, 43 FEET S
 CB0861'OF CENTER LINE OF ROAD, AND PROJECTS 3 INCHES.  TO REACH, GO W
 CB0861'FOR 0.15 MILE, PASS THROUGH GATE, TURN LEFT (S), GO 0.45 MILE,
 CB0861'TURN RIGHT (W) ONTO U.S. HIGHWAY 87, GO 0.4 MILE TO MARK ON S BY
 CB0861'FENCE.
 CB0861'
 CB0861'TO REACH THE STATION FROM THE POST OFFICE IN WALL, GO E ON U.S.
 CB0861'HIGHWAY 87 FOR 4.6 MILES, TURN LEFT (N) ONTO DIRT ROAD, GO 0.45
 CB0861'MILE, TURN RIGHT (E) THROUGH GATE AND GO 0.15 MILE TO STATION ON
 CB0861'N AT TRI-CORNER OF FENCE, JUST SW OF HOUSE.
 CB0861'
 CB0861'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 CB0861
 CB0861                          STATION RECOVERY (1937)
 CB0861
 CB0861'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0861'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AND AS
 CB0861'DESCRIBED.  DESCRIPTION FOR LOCATING STATION IS SATISFACTORY.
 CB0861
 CB0861                          STATION RECOVERY (1939)
 CB0861
 CB0861'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CB0861'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 CB0861
 CB0861                          STATION RECOVERY (1945)
 CB0861
 CB0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (SCD)
 CB0861'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 CB0861
 CB0861                          STATION RECOVERY (1956)
 CB0861
 CB0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LBO)
 CB0861'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND TO
 CB0861'BE IN GOOD CONDITION.  AZIMUTH MARK HAS BEEN HIT BY GRADER AND
 CB0861'WAS ALMOST HORIZONTAL.  DESCRIPTION OF HOW TO REACH STATION IS
 CB0861'ADEQUATE.
 CB0861
 CB0861                          STATION RECOVERY (1967)
 CB0861
 CB0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (IB)
 CB0861'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH AND 2.9 MILES WEST
 CB0861'OF VANCOURT, ABOUT 0.5 MILE NORTH AND 4.7 MILES EAST OF WALL
 CB0861'VILLAGE ON PROPERTY NOW OWNED BY MR. H.A. FUESSEL.  12 FT. SOUTH
 CB0861'OF A FENCE CORNER AND ABOUT 120 FEET SOUTHWEST OF THE RANCHHOUSE.
 CB0861'
 CB0861'TO REACH THE STATION FROM THE WALL POST OFFICE, GO EAST ON U.S.
 CB0861'HIGHWAY 87 FOR 4.6 MILES, TURN LEFT (NORTH) ON GRADED ROAD FOR
 CB0861'0.45 MILE, THENCE RIGHT (EAST) THROUGH GATE AND GO 0.15 MILE
 CB0861'TO THE STATION ON THE LEFT, JUST SOUTHWEST OF RANCHHOUSE AND
 CB0861'SOUTH OF A FENCE CORNER.
 CB0861'
 CB0861'STATION MARK--A USC AND GS BRONZE DISK SET IN CONCRETE.  THE DISK
 CB0861'IS SET FLUSH WITH GROUND AND STAMPED TREECE 1935-1872.11.
 CB0861'
 CB0861'REFERENCE MARK NO. 1--A USC AND GS BRONZE DISK IN TOP OF CONCRETE
 CB0861'POST, ABOUT 12 FEET SOUTHEAST OF CENTERLINE OF ROAD BEND TO HOUSE.
 CB0861'THE DISK IS STAMPED NO 1 TREECE 1935.
 CB0861'
 CB0861'REFERENCE MARK NO. 2--A USC AND GS BRONZE DISK IN TOP OF CONCRETE
 CB0861'POST.  (NOTE--THIS MARK IS IN DANGER OF BEING DESTROYED, SO
 CB0861'R.M. 3 WAS ESTABLISHED DURING ET OPERATIONS IN 1967).
 CB0861'
 CB0861'REFERENCE MARK NO. 3--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CB0861'TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL (4.5
 CB0861'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CB0861'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND
 CB0861'AND STAMPED NO. 3 TREECE 1967.
 CB0861'
 CB0861'THE AZIMUTH MARK HAS BEEN REPORTED AS DESTROYED.  HOWEVER, VAN ET,
 CB0861'2.2 MILES SOUTHEAST, IS VISIBLE FROM THE GROUND AND WILL SERVE
 CB0861'AS THE AZIMUTH MARK.
 CB0861'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0919 ***********************************************************************
 CU0919  DESIGNATION -  TRENT
 CU0919  PID         -  CU0919
 CU0919  STATE/COUNTY-  TX/TAYLOR
 CU0919  USGS QUAD   -  MERKEL WEST (1984)
 CU0919
 CU0919                         *CURRENT SURVEY CONTROL
 CU0919  ___________________________________________________________________
 CU0919* NAD 83(1993)-  32 29 05.88906(N)    100 06 18.01077(W)     ADJUSTED  
 CU0919* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 CU0919  ___________________________________________________________________
 CU0919  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CU0919  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0919
 CU0919  HORZ ORDER  -  THIRD
 CU0919
 CU0919.The horizontal coordinates were established by classical geodetic methods
 CU0919.and adjusted by the National Geodetic Survey in February 1996..
 CU0919
 CU0919.The orthometric height was scaled from a topographic map.
 CU0919
 CU0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0919
 CU0919.The geoid height was determined by GEOID03.
 CU0919
 CU0919;                    North         East     Units Scale Factor Converg.
 CU0919;SPC TXNC     - 2,091,894.583   449,159.694   MT  0.99992119   -0 52 31.3
 CU0919;SPC TXNC     - 6,863,157.48  1,473,618.10   sFT  0.99992119   -0 52 31.3
 CU0919;UTM  14      - 3,594,730.674   396,176.930   MT  0.99973292   -0 35 36.7
 CU0919
 CU0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0919!SPC TXNC     -   0.99991198  x   0.99992119  =   0.99983317
 CU0919!UTM  14      -   0.99991198  x   0.99973292  =   0.99964492
 CU0919
 CU0919:                Primary Azimuth Mark                     Grid Az
 CU0919:SPC TXNC     -  TRENT AZ MK                              081 00 58.3
 CU0919:UTM  14      -  TRENT AZ MK                              080 44 03.7
 CU0919
 CU0919|---------------------------------------------------------------------|
 CU0919| PID    Reference Object                     Distance      Geod. Az  |
 CU0919|                                                           dddmmss.s |
 CU0919| CX8847 TRENT AZ MK                                        0800827.0 |
 CU0919| CX8848 TRENT RM 1                           17.988 METERS 10116     |
 CU0919| CU0924 MERKEL METHODIST CHURCH SPIRE       APPROX. 8.8 KM 1021600.6 |
 CU0919| CU0923 MERKEL MUNICIPAL TANK               APPROX. 8.7 KM 1084601.2 |
 CU0919| CX8849 TRENT RM 2                           19.215 METERS 18839     |
 CU0919| CU0916 TRENT MUNICIPAL TANK                APPROX. 1.6 KM 2844934.1 |
 CU0919|---------------------------------------------------------------------|
 CU0919
 CU0919                          SUPERSEDED SURVEY CONTROL
 CU0919
 CU0919  NAD 83(1986)-  32 29 05.89505(N)    100 06 17.99930(W) AD(       ) 3
 CU0919  NAD 27      -  32 29 05.45810(N)    100 06 16.65210(W) AD(       ) 3
 CU0919
 CU0919.Superseded values are not recommended for survey control.
 CU0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0919.See file dsdata.txt to determine how the superseded data were derived.
 CU0919
 CU0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9617794731(NAD 83)
 CU0919_MARKER: DS = TRIANGULATION STATION DISK
 CU0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0919
 CU0919  HISTORY     - Date     Condition        Report By
 CU0919  HISTORY     - 1961     MONUMENTED       CGS
 CU0919  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0919  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0919  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0919
 CU0919                          STATION DESCRIPTION
 CU0919
 CU0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0919'THE STATION IS APPROXIMATELY 3/4 MILE EAST OF TRENT, AT THE
 CU0919'TOP OF THE FIRST GRADE, AND BETWEEN OLD U.S. HIGHWAY 80 AND
 CU0919'RAILROAD.
 CU0919'
 CU0919'TO REACH THE STATION FROM THE POST OFFICE IN TRENT, GO EAST
 CU0919'ON LOOP 319 FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE
 CU0919'EAST ON A SERVICE ROAD (OLD U.S. HIGHWAY 80) FOR 0.3 MILE TO
 CU0919'AN EXIT ON THE LEFT.  CONTINUE EAST ON THE SERVICE ROAD FOR
 CU0919'192 FEET TO THE STATION ON THE RIGHT.
 CU0919'
 CU0919'STATION MARKS ARE STANDARD DISKS STAMPED TRENT 1961.  THE
 CU0919'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 CU0919'WITH THE SURFACE OF THE GROUND.  IT IS 121 FEET EAST OF A
 CU0919'TELEPHONE POLE, 51 FEET SOUTH OF THE CENTER OF THE SERVICE
 CU0919'ROAD AND 27 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK.
 CU0919'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CU0919'40 INCHES BELOW THE SURFACE OF THE GROUND.
 CU0919'
 CU0919'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TRENT NO 1 1961,
 CU0919'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 CU0919'SURFACE OF THE GROUND.  IT IS 51 FEET SOUTH OF THE CENTER
 CU0919'OF THE SERVICE ROAD, 26.5 FEET NORTH OF THE NORTH RAIL OF
 CU0919'THE RAILROAD TRACK AND 2 FEET WEST OF A TELEPHONE POLE.
 CU0919'
 CU0919'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TRENT NO 2 1961,
 CU0919'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 CU0919'SURFACE OF THE GROUND.  IT IS 49 FEET WEST OF A TELEPHONE
 CU0919'POLE AND 31 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 CU0919'TRACK.
 CU0919'
 CU0919'AZIMUTH MARK, A STANDARD DISK STAMPED TRENT 1961, IS SET IN
 CU0919'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 42 FEET
 CU0919'EAST OF THE CENTER OF A GRAVEL ROAD, 38 FEET SOUTH OF THE
 CU0919'CENTER OF A WIRE GATE, 9 FEET WEST OF A BRACE POLE, 2 FEET
 CU0919'NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 CU0919'
 CU0919'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 CU0919'SERVICE ROAD FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT AND AN
 CU0919'OVERPASS.  TURN RIGHT, NORTH, PASSING UNDER THE OVERPASS FOR
 CU0919'0.05 MILE TO A CROSSROAD.  CONTINUE NORTH ON A GRAVEL ROAD
 CU0919'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CU0919'
 CU0919'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CU0919
 CU0919                          STATION RECOVERY (1982)
 CU0919
 CU0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CU0919'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE NOT RECOVERED.  THE
 CU0919'LOCATION WHERE THESE MARKS ARE IS NOW A 5-FOOT HIGH GRADED BANK AND
 CU0919'THESE MARKS COULD BE UNDER THE BANK.
 CU0919'
 CU0919'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 CU0919
 CU0919                          STATION RECOVERY (1994)
 CU0919
 CU0919'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0919'MARK NOT FOUND.
 CU0919
 CU0919                          STATION RECOVERY (2001)
 CU0919
 CU0919'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0917 ***********************************************************************
 CU0917  DESIGNATION -  TRENT CHRISTIAN CHURCH SPIRE
 CU0917  PID         -  CU0917
 CU0917  STATE/COUNTY-  TX/TAYLOR
 CU0917  USGS QUAD   -  MERKEL WEST (1984)
 CU0917
 CU0917                         *CURRENT SURVEY CONTROL
 CU0917  ___________________________________________________________________
 CU0917* NAD 83(1993)-  32 29 20.86086(N)    100 07 11.69378(W)     ADJUSTED  
 CU0917* NAVD 88     -                                                        
 CU0917  ___________________________________________________________________
 CU0917  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CU0917  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CU0917
 CU0917  HORZ ORDER  -  THIRD
 CU0917
 CU0917.The horizontal coordinates were established by classical geodetic methods
 CU0917.and adjusted by the National Geodetic Survey in February 1996..
 CU0917
 CU0917
 CU0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0917
 CU0917.The geoid height was determined by GEOID03.
 CU0917
 CU0917;                    North         East     Units Scale Factor Converg.
 CU0917;SPC TXNC     - 2,092,377.198   447,765.470   MT  0.99992048   -0 53 00.6
 CU0917;SPC TXNC     - 6,864,740.86  1,469,043.88   sFT  0.99992048   -0 53 00.6
 CU0917;UTM  14      - 3,595,206.336   394,780.609   MT  0.99973652   -0 36 05.8
 CU0917
 CU0917                          SUPERSEDED SURVEY CONTROL
 CU0917
 CU0917  NAD 83(1986)-  32 29 20.86767(N)    100 07 11.68216(W) AD(       ) 4
 CU0917  NAD 27      -  32 29 20.44000(N)    100 07 10.33000(W) AD(       ) 3
 CU0917
 CU0917.Superseded values are not recommended for survey control.
 CU0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0917.See file dsdata.txt to determine how the superseded data were derived.
 CU0917
 CU0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9478195206(NAD 83)
 CU0917_MARKER: 90 = CHURCH SPIRE
 CU0917
 CU0917  HISTORY     - Date     Condition        Report By
 CU0917  HISTORY     - 1908     FIRST OBSERVED   CGS
 CU0917  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0917
 CU0917                          STATION DESCRIPTION
 CU0917
 CU0917'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0916 ***********************************************************************
 CU0916  DESIGNATION -  TRENT MUNICIPAL TANK
 CU0916  PID         -  CU0916
 CU0916  STATE/COUNTY-  TX/TAYLOR
 CU0916  USGS QUAD   -  MERKEL WEST (1984)
 CU0916
 CU0916                         *CURRENT SURVEY CONTROL
 CU0916  ___________________________________________________________________
 CU0916* NAD 83(1993)-  32 29 19.54998(N)    100 07 18.92179(W)     ADJUSTED  
 CU0916* NAVD 88     -                                                        
 CU0916  ___________________________________________________________________
 CU0916  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CU0916  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0916
 CU0916  HORZ ORDER  -  THIRD
 CU0916
 CU0916.The horizontal coordinates were established by classical geodetic methods
 CU0916.and adjusted by the National Geodetic Survey in February 1996..
 CU0916
 CU0916
 CU0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0916
 CU0916.The geoid height was determined by GEOID03.
 CU0916
 CU0916;                    North         East     Units Scale Factor Converg.
 CU0916;SPC TXNC     - 2,092,339.736   447,576.177   MT  0.99992054   -0 53 04.5
 CU0916;SPC TXNC     - 6,864,617.95  1,468,422.84   sFT  0.99992054   -0 53 04.5
 CU0916;UTM  14      - 3,595,167.951   394,591.537   MT  0.99973701   -0 36 09.6
 CU0916
 CU0916                          SUPERSEDED SURVEY CONTROL
 CU0916
 CU0916  NAD 83(1986)-  32 29 19.55677(N)    100 07 18.91026(W) AD(       ) 4
 CU0916  NAD 27      -  32 29 19.12100(N)    100 07 17.56400(W) AD(       ) 3
 CU0916
 CU0916.Superseded values are not recommended for survey control.
 CU0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0916.See file dsdata.txt to determine how the superseded data were derived.
 CU0916
 CU0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9459295168(NAD 83)
 CU0916_MARKER: 53 = ELEVATED TANK
 CU0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU0916+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 CU0916
 CU0916  HISTORY     - Date     Condition        Report By
 CU0916  HISTORY     - 1935     FIRST OBSERVED   CGS
 CU0916  HISTORY     - 1961     GOOD             CGS
 CU0916  HISTORY     - 19940804 GOOD             USPSQD
 CU0916  HISTORY     - 20011013 GOOD             USPSQD
 CU0916  HISTORY     - 20030719 GOOD             USPSQD
 CU0916
 CU0916                          STATION DESCRIPTION
 CU0916
 CU0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0916'POINT OBSERVED UPON IS FINIAL MUNICIPAL BLACK STEEL WATER
 CU0916'TANK, ABOUT 125 FEET HIGH AND LOCATED ABOUT 30 YARDS N OF
 CU0916'U.S. HIGHWAY 80 AND 75 YARDS NW OF RAILROAD STATION.  TANK
 CU0916'IS LOCATED IN TOWN OF TRENT, TEXAS.
 CU0916
 CU0916                          STATION RECOVERY (1961)
 CU0916
 CU0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0916'THE STATION IS A BALL ATOP THE TANK.  IT IS A FOUR LEGGED
 CU0916'STEEL STRUCTURE WHICH SUPPORTS THE TANK.  THE STRUCTURE IS
 CU0916'PAINTED SILVER AND HAS TRENT PAINTED BLACK ON THE EAST SIDE
 CU0916'OF THE TANK.  IT HAS AN OVERALL HEIGHT OF 145 FEET.
 CU0916'
 CU0916'IT IS LOCATED IN THE CENTER OF TRENT.
 CU0916'
 CU0916'THIS TANK WAS LISTED AS TRENT, TANK IN 1935 DESCRIPTION.
 CU0916
 CU0916                          STATION RECOVERY (1994)
 CU0916
 CU0916'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0916'RECOVERED IN GOOD CONDITION.
 CU0916
 CU0916                          STATION RECOVERY (2001)
 CU0916
 CU0916'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0916'RECOVERED IN GOOD CONDITION.
 CU0916
 CU0916                          STATION RECOVERY (2003)
 CU0916
 CU0916'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CU0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0918 ***********************************************************************
 CU0918  DESIGNATION -  TRENT SCHOOLHOUSE BELFRY
 CU0918  PID         -  CU0918
 CU0918  STATE/COUNTY-  TX/TAYLOR
 CU0918  USGS QUAD   -  MERKEL WEST (1984)
 CU0918
 CU0918                         *CURRENT SURVEY CONTROL
 CU0918  ___________________________________________________________________
 CU0918* NAD 83(1993)-  32 29 28.73698(N)    100 07 10.64876(W)     ADJUSTED  
 CU0918* NAVD 88     -                                                        
 CU0918  ___________________________________________________________________
 CU0918  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CU0918  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CU0918
 CU0918  HORZ ORDER  -  THIRD
 CU0918
 CU0918.The horizontal coordinates were established by classical geodetic methods
 CU0918.and adjusted by the National Geodetic Survey in February 1996..
 CU0918
 CU0918
 CU0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0918
 CU0918.The geoid height was determined by GEOID03.
 CU0918
 CU0918;                    North         East     Units Scale Factor Converg.
 CU0918;SPC TXNC     - 2,092,619.347   447,796.488   MT  0.99992011   -0 53 00.0
 CU0918;SPC TXNC     - 6,865,535.31  1,469,145.64   sFT  0.99992011   -0 53 00.0
 CU0918;UTM  14      - 3,595,448.590   394,810.430   MT  0.99973644   -0 36 05.3
 CU0918
 CU0918                          SUPERSEDED SURVEY CONTROL
 CU0918
 CU0918  NAD 83(1986)-  32 29 28.74379(N)    100 07 10.63715(W) AD(       ) 4
 CU0918  NAD 27      -  32 29 28.31000(N)    100 07 09.28000(W) AD(       ) 3
 CU0918
 CU0918.Superseded values are not recommended for survey control.
 CU0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0918.See file dsdata.txt to determine how the superseded data were derived.
 CU0918
 CU0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9481095449(NAD 83)
 CU0918_MARKER: 75 = BELFRY
 CU0918
 CU0918  HISTORY     - Date     Condition        Report By
 CU0918  HISTORY     - 1908     FIRST OBSERVED   CGS
 CU0918  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0918
 CU0918                          STATION DESCRIPTION
 CU0918
 CU0918'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1124 ***********************************************************************
 DN1124  DESIGNATION -  TRENTON
 DN1124  PID         -  DN1124
 DN1124  STATE/COUNTY-  TX/FANNIN
 DN1124  USGS QUAD   -  TRENTON (1964)
 DN1124
 DN1124                         *CURRENT SURVEY CONTROL
 DN1124  ___________________________________________________________________
 DN1124* NAD 83(1993)-  33 27 00.33797(N)    096 20 48.71583(W)     ADJUSTED  
 DN1124* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 DN1124  ___________________________________________________________________
 DN1124  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DN1124  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DN1124
 DN1124  HORZ ORDER  -  SECOND
 DN1124
 DN1124.The horizontal coordinates were established by classical geodetic methods
 DN1124.and adjusted by the National Geodetic Survey in February 1996..
 DN1124
 DN1124.The orthometric height was scaled from a topographic map.
 DN1124
 DN1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1124
 DN1124.The geoid height was determined by GEOID03.
 DN1124
 DN1124;                    North         East     Units Scale Factor Converg.
 DN1124;SPC TXNC     - 2,199,817.332   800,154.779   MT  0.99989673   +1 10 27.5
 DN1124;SPC TXNC     - 7,217,234.03  2,625,174.47   sFT  0.99989673   +1 10 27.5
 DN1124;UTM  14      - 3,704,334.880   746,613.559   MT  1.00034988   +1 27 47.4
 DN1124
 DN1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1124!SPC TXNC     -   0.99996636  x   0.99989673  =   0.99986309
 DN1124!UTM  14      -   0.99996636  x   1.00034988  =   1.00031623
 DN1124
 DN1124|---------------------------------------------------------------------|
 DN1124| PID    Reference Object                     Distance      Geod. Az  |
 DN1124|                                                           dddmmss.s |
 DN1124| CY2495 TRENTON RM 1                         28.895 METERS 02130     |
 DN1124| CY2496 TRENTON RM 2                         20.925 METERS 09506     |
 DN1124| DN1096 LEONARD MUNICIPAL TANK              APPROX.11.7 KM 1252956.7 |
 DN1124| DN1123 TRENTON MUNICIPAL TANK              APPROX. 2.4 KM 1592517.9 |
 DN1124| CY2494 TRENTON AZ MK                                      1742822.1 |
 DN1124| DN1126 BLUE RIDGE MUNICIPAL TANK           APPROX.17.6 KM 1970338.1 |
 DN1124| DN0996 TRENTON AZ MK RESET                                2612851.2 |
 DN1124| DN1072 TOM BEAN MUNICIPAL TANK             APPROX.15.0 KM 3011746.4 |
 DN1124| DN1069 WHITEWRIGHT MUNICIPAL TANK          APPROX. 8.1 KM 3233411.7 |
 DN1124|---------------------------------------------------------------------|
 DN1124
 DN1124                          SUPERSEDED SURVEY CONTROL
 DN1124
 DN1124  NAD 83(1993)-  33 27 00.34008(N)    096 20 48.71271(W) AD(       ) 2
 DN1124  NAD 83(1986)-  33 27 00.34502(N)    096 20 48.70573(W) AD(       ) 2
 DN1124  NAD 27      -  33 26 59.95060(N)    096 20 47.76860(W) AD(       ) 2
 DN1124
 DN1124.Superseded values are not recommended for survey control.
 DN1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1124.See file dsdata.txt to determine how the superseded data were derived.
 DN1124
 DN1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4661404335(NAD 83)
 DN1124_MARKER: DS = TRIANGULATION STATION DISK
 DN1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1124
 DN1124  HISTORY     - Date     Condition        Report By
 DN1124  HISTORY     - 1957     MONUMENTED       CGS
 DN1124  HISTORY     - 1969     GOOD             CGS
 DN1124  HISTORY     - 19940405 MARK NOT FOUND   USPSQD
 DN1124
 DN1124                          STATION DESCRIPTION
 DN1124
 DN1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1124'THE STATION IS LOCATED IN A FARM YARD, ABOUT 5 MILES SOUTHEAST
 DN1124'OF WHITEWRIGHT AND ABOUT 1.5 MILES NORTH-NORTHWEST OF THE
 DN1124'CENTER OF TRENTON, 95 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 DN1124'CORNER OF A METAL BARN AND 20 FEET NORTHWEST OF THE NORTHWEST
 DN1124'CORNER OF A GARAGE.  THE MARK IS STAMPED TRENTON 1957 AND
 DN1124'IS FLUSH WITH THE GROUND SURFACE.
 DN1124'
 DN1124'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE SOUTHWEST CORNER
 DN1124'OF THE METAL BARN.  IT IS STAMPED TRENTON NO 1 1957 AND
 DN1124'IS FLUSH WITH THE GROUND SURFACE.
 DN1124'
 DN1124'REFERENCE MARK NO. 2 IS 68 FEET NORTH OF THE NORTHWEST CORNER
 DN1124'OF THE HOUSE, 34 FEET EAST OF THE NORTHEAST CORNER OF THE
 DN1124'GARAGE AND 1 FOOT WEST OF A LIGHT POLE.  IT IS STAMPED TRENTON
 DN1124'NO 2 1957 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1124'
 DN1124'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 100.1 FEET.
 DN1124'
 DN1124'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 49 FEET SOUTHWEST
 DN1124'OF THE CENTER OF U.S. HIGHWAY 69, 18 FEET EAST OF THE CENTER
 DN1124'OF A DIRT ROAD, 1 FOOT SOUTHEAST OF A HIGHWAY STOP SIGN
 DN1124'AND 1 FOOT NORTHWEST OF A WITNESS POST.  IT IS STAMPED TRENTON
 DN1124'1957 AND PROJECTS 6 INCHES.
 DN1124'
 DN1124'TO REACH THE STATION FROM THE POST OFFICE IN TRENTON, GO
 DN1124'NORTH FOR 0.45 MILE TO U.S. HIGHWAY 69, TURN LEFT AND GO
 DN1124'NORTHWEST ON U.S. HIGHWAY 69 FOR 0.75 MILE TO A SIDE ROAD
 DN1124'ON THE LEFT AND AZIMUTH MARK AS DESCRIBED.  CONTINUE NORTHWEST
 DN1124'FOR ABOUT 0.05 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT
 DN1124'AND GO NORTH ON DRIVEWAY FOR 0.2 MILE TO FARM YARD AND STATION
 DN1124'JUST NORTHWEST OF GARAGE AS DESCRIBED.
 DN1124'
 DN1124'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 DN1124
 DN1124                          STATION RECOVERY (1969)
 DN1124
 DN1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1124'STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND AZIMUTH MARK
 DN1124'WERE RECOVERED IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS
 DN1124'SET AT THE REQUEST OF THE STATE HIGHWAY DEPARTMENT AND THE
 DN1124'OLD AZIMUTH MARK WAS DESTROYED AS IT WAS IN THE WAY OF HIGHWAY
 DN1124'IMPROVEMENTS.  A NEW DESCRIPTION FOLLOWS--
 DN1124'
 DN1124'STATION IS LOCATED IN THE BACK YARD OF A FARM HOUSE ABOUT
 DN1124'1-1/2 MILES NORTH-NORTHWEST OF THE POST OFFICE IN TRENTON.
 DN1124'STATION, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 DN1124'POST AND STAMPED TRENTON 1957, IS 158 FEET WEST OF THE CENTERLINE
 DN1124'OF ROAD, 95 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN,
 DN1124'77 FEET WEST OF A POWERLINE POLE AND 75 FEET NORTH OF THE
 DN1124'NORTHWEST CORNER OF HOUSE.  THE MARK IS FLUSH WITH THE GROUND.
 DN1124'
 DN1124'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 121 AND U.S.
 DN1124'HIGHWAY 69 WHICH IS ABOUT 0.5 MILE NORTHWEST OF TRENTON,
 DN1124'GO NORTHWEST ON U.S. HIGHWAY 69 FOR 1.0 MILE TO DRIVEWAY
 DN1124'ON RIGHT.  (CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 69 FOR
 DN1124'0.15 MILE TO AZIMUTH MARK ON RIGHT (NE) SIDE OF HIGHWAY).
 DN1124'TURN RIGHT AND GO 0.25 MILE TO FARM HOUSE AND STATION AS
 DN1124'DESCRIBED.
 DN1124'
 DN1124'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF
 DN1124'A SQUARE CONCRETE POST AND STAMPED TRENTON NO 1 1957, IS
 DN1124'1 FOOT WEST OF THE SOUTHWEST CORNER OF BARN.  THE MARK IS
 DN1124'FLUSH WITH THE GROUND.
 DN1124'
 DN1124'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF
 DN1124'A SQUARE CONCRETE POST AND STAMPED TRENTON NO 2 1957, IS
 DN1124'90 FEET WEST OF THE CENTERLINE OF ROAD, 76 FEET NORTHWEST
 DN1124'OF THE NORTHEAST CORNER OF HOUSE, 65 FEET WEST OF A POWERLINE
 DN1124'POLE WITH TRANSFORMER AND 29 FEET SOUTH OF A POWERLINE POLE.
 DN1124'THE MARK PROJECTS 3 INCHES.
 DN1124'
 DN1124'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 DN1124'CONCRETE POST AND STAMPED TRENTON 1957 1969, IS 60 FEET
 DN1124'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 69, 35 FEET
 DN1124'SOUTHEAST OF POWERLINE POLE NO. 2812, 1 FOOT SOUTHEAST OF
 DN1124'A WITNESS POST AND ON THE HIGHWAY RIGHT OF WAY AT TEXAS
 DN1124'HIGHWAY STATION 265+98.  THE MARK IS FLUSH WITH THE GROUND.
 DN1124'
 DN1124'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DN1124'NO. 2 IS 100.17 FEET.
 DN1124'
 DN1124'A NEW HOUSE WAS BUILT ON LINE BETWEEN THE STATION AND AZIMUTH
 DN1124'MARK 1957 AND A CHECK ON THE AZIMUTH MARK COULD NOT BE OBTAINED.
 DN1124'
 DN1124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI.
 DN1124'NNW OF TRENTON.
 DN1124
 DN1124                          STATION RECOVERY (1994)
 DN1124
 DN1124'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0996 ***********************************************************************
 DN0996  DESIGNATION -  TRENTON AZ MK RESET
 DN0996  PID         -  DN0996
 DN0996  STATE/COUNTY-  TX/FANNIN
 DN0996  USGS QUAD   -  TRENTON (1964)
 DN0996
 DN0996                         *CURRENT SURVEY CONTROL
 DN0996  ___________________________________________________________________
 DN0996* NAD 83(1986)-  33 26 57.     (N)    096 20 56.     (W)     SCALED    
 DN0996* NAVD 88     -       240.401  (meters)     788.72   (feet)  ADJUSTED  
 DN0996  ___________________________________________________________________
 DN0996  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DN0996  DYNAMIC HT  -         240.144 (meters)     787.87  (feet)  COMP
 DN0996  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DN0996
 DN0996  VERT ORDER  -  FIRST     CLASS II
 DN0996
 DN0996.The horizontal coordinates were scaled from a topographic map and have
 DN0996.an estimated accuracy of +/- 6 seconds.
 DN0996
 DN0996.The orthometric height was determined by differential leveling
 DN0996.and adjusted by the National Geodetic Survey in June 1991..
 DN0996
 DN0996.The geoid height was determined by GEOID03.
 DN0996
 DN0996.The dynamic height is computed by dividing the NAVD 88
 DN0996.geopotential number by the normal gravity value computed on the
 DN0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0996.degrees latitude (g = 980.6199 gals.).
 DN0996
 DN0996.The modeled gravity was interpolated from observed gravity values.
 DN0996
 DN0996;                    North         East    Units  Estimated Accuracy
 DN0996;SPC TXNC     - 2,199,710.      799,970.      MT  (+/- 180 meters Scaled)
 DN0996
 DN0996                          SUPERSEDED SURVEY CONTROL
 DN0996
 DN0996.No superseded survey control is available for this station.
 DN0996
 DN0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC464042(NAD 83)
 DN0996_MARKER: DZ = AZIMUTH MARK DISK
 DN0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0996_SP_SET: CONCRETE POST
 DN0996_STAMPING: TRENTON 1957 1969
 DN0996_MARK LOGO: CGS   
 DN0996_PROJECTION: PROJECTING 10 CENTIMETERS
 DN0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0996+STABILITY: SURFACE MOTION
 DN0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0996+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 DN0996
 DN0996  HISTORY     - Date     Condition        Report By
 DN0996  HISTORY     - 1969     MONUMENTED       CGS
 DN0996  HISTORY     - 1986     GOOD             NGS
 DN0996  HISTORY     - 19940405 GOOD             USPSQD
 DN0996  HISTORY     - 20020930 GOOD             INDIV
 DN0996
 DN0996                          STATION DESCRIPTION
 DN0996
 DN0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0996'41.3 KM (25.65 MI) SE FROM DENISON.
 DN0996'41.3 KM (25.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS
 DN0996'JUNCTION WITH FARM ROAD 120 IN DENISON, 1.7 KM (1.05 MI) NORTHWEST OF
 DN0996'THE INTERSECTION OF STATE HIGHWAY 121, 18.4 M (60.4 FT) NORTHEAST OF
 DN0996'THE CENTERLINE OF THE HIGHWAY, AND 10.7 M (35.1 FT) SOUTHEAST OF
 DN0996'UTILITY POLE NUMBER 28-2.
 DN0996'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 DN0996'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN0996
 DN0996                          STATION RECOVERY (1994)
 DN0996
 DN0996'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0996'RECOVERED IN GOOD CONDITION.
 DN0996
 DN0996                          STATION RECOVERY (2002)
 DN0996
 DN0996'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0996'RECOVERED AS DESCRIBED IN THE 1986 NGS SURVEY WITH EXCEPTION OF
 DN0996'COORDINATES CORRECTED AS (N 33 26.989 / W 096 20.947)BY DAWGIES OF
 DN0996'GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1123 ***********************************************************************
 DN1123  DESIGNATION -  TRENTON MUNICIPAL TANK
 DN1123  PID         -  DN1123
 DN1123  STATE/COUNTY-  TX/FANNIN
 DN1123  USGS QUAD   -  TRENTON (1964)
 DN1123
 DN1123                         *CURRENT SURVEY CONTROL
 DN1123  ___________________________________________________________________
 DN1123* NAD 83(1993)-  33 25 47.77385(N)    096 20 16.22434(W)     ADJUSTED  
 DN1123* NAVD 88     -                                                        
 DN1123  ___________________________________________________________________
 DN1123  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DN1123  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DN1123
 DN1123  HORZ ORDER  -  THIRD
 DN1123
 DN1123.The horizontal coordinates were established by classical geodetic methods
 DN1123.and adjusted by the National Geodetic Survey in February 1996..
 DN1123
 DN1123
 DN1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1123
 DN1123.The geoid height was determined by GEOID03.
 DN1123
 DN1123;                    North         East     Units Scale Factor Converg.
 DN1123;SPC TXNC     - 2,197,599.645   801,039.665   MT  0.99989435   +1 10 45.2
 DN1123;SPC TXNC     - 7,209,958.17  2,628,077.63   sFT  0.99989435   +1 10 45.2
 DN1123;UTM  14      - 3,702,120.665   747,510.010   MT  1.00035534   +1 28 02.5
 DN1123
 DN1123                          SUPERSEDED SURVEY CONTROL
 DN1123
 DN1123  NAD 83(1993)-  33 25 47.77595(N)    096 20 16.22117(W) AD(       ) 4
 DN1123  NAD 83(1986)-  33 25 47.78095(N)    096 20 16.21409(W) AD(       ) 4
 DN1123  NAD 27      -  33 25 47.38700(N)    096 20 15.27700(W) AD(       ) 3
 DN1123
 DN1123.Superseded values are not recommended for survey control.
 DN1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1123.See file dsdata.txt to determine how the superseded data were derived.
 DN1123
 DN1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4751002121(NAD 83)
 DN1123_MARKER: 53 = ELEVATED TANK
 DN1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1123+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 DN1123
 DN1123  HISTORY     - Date     Condition        Report By
 DN1123  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1123  HISTORY     - 19940405 GOOD             USPSQD
 DN1123  HISTORY     - 20020803 GOOD             INDIV
 DN1123  HISTORY     - 20030707 GOOD             USPSQD
 DN1123  HISTORY     - 20040815 GOOD             USPSQD
 DN1123
 DN1123                          STATION DESCRIPTION
 DN1123
 DN1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1123'THE STATION IS LOCATED NEAR THE CENTER OF TRENTON, ABOUT
 DN1123'200 YARDS SOUTHEAST OF THE POST OFFICE.
 DN1123'
 DN1123'THE TANK HAS A CONICAL ROOF, IS SUPPORTED BY A FOUR-LEGGED
 DN1123'STEEL STRUCTURE, IS SILVER IN COLOR AND IS 125 FEET IN HEIGHT.
 DN1123'
 DN1123'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1123
 DN1123                          STATION RECOVERY (1994)
 DN1123
 DN1123'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1123'RECOVERED IN GOOD CONDITION.
 DN1123
 DN1123                          STATION RECOVERY (2002)
 DN1123
 DN1123'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1123'RECOVERED AS DESCRIBED BY THE COAST AND GEODETIC SURVEY IN 1957.
 DN1123
 DN1123                          STATION RECOVERY (2003)
 DN1123
 DN1123'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 DN1123'RECOVERED IN GOOD CONDITION.
 DN1123
 DN1123                          STATION RECOVERY (2004)
 DN1123
 DN1123'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 DN1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1510 ***********************************************************************
 AH1510  DESIGNATION -  TRES ESQUINAS WINDMILL
 AH1510  PID         -  AH1510
 AH1510  STATE/COUNTY-  TX/KLEBERG
 AH1510  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH1510
 AH1510                         *CURRENT SURVEY CONTROL
 AH1510  ___________________________________________________________________
 AH1510* NAD 83(1993)-  27 29 11.24432(N)    097 40 04.55905(W)     ADJUSTED  
 AH1510* NAVD 88     -                                                        
 AH1510  ___________________________________________________________________
 AH1510  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AH1510  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH1510
 AH1510  HORZ ORDER  -  THIRD
 AH1510
 AH1510.The horizontal coordinates were established by classical geodetic methods
 AH1510.and adjusted by the National Geodetic Survey in February 1996..
 AH1510
 AH1510
 AH1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1510
 AH1510.The geoid height was determined by GEOID03.
 AH1510
 AH1510;                    North         East     Units Scale Factor Converg.
 AH1510;SPC TX S     - 5,201,890.932   382,222.066   MT  0.99993054   +0 22 40.0
 AH1510;SPC TX S     -17,066,537.17  1,254,006.89   sFT  0.99993054   +0 22 40.0
 AH1510;UTM  14      - 3,041,022.779   631,594.685   MT  0.99981376   +0 36 53.6
 AH1510
 AH1510                          SUPERSEDED SURVEY CONTROL
 AH1510
 AH1510  NAD 83(1986)-  27 29 11.25501(N)    097 40 04.53415(W) AD(       ) 4
 AH1510  NAD 27      -  27 29 10.11800(N)    097 40 03.55000(W) AD(       ) 3
 AH1510
 AH1510.Superseded values are not recommended for survey control.
 AH1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1510.See file dsdata.txt to determine how the superseded data were derived.
 AH1510
 AH1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3159541023(NAD 83)
 AH1510_MARKER: 66 = WINDMILL
 AH1510
 AH1510  HISTORY     - Date     Condition        Report By
 AH1510  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1510
 AH1510                          STATION DESCRIPTION
 AH1510
 AH1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1510'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 12 MILES ESE OF
 AH1510'KINGSVILLE, ABOUT THREE MILES SOUTH OF THE MAIN ROAD FROM
 AH1510'KINGSVILLE TO LAURELES, ABOUT 2-1/4 MILES NE OF TELEPHONE CAMP,
 AH1510'AND 15 FT. SW OF THE MIDPOINT ALONG THE SW SIDE OF A CONCRETE
 AH1510'WATER RESERVOIR 18 X 54 FT. LARGE AND 8 FT. HIGH.
 AH1510'
 AH1510'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT. HIGH.
 AH1510'
 AH1510'(TRES ESQUINAS MEANS THREE CORNERS.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0856 ***********************************************************************
 BP0856  DESIGNATION -  TRES HERMANOS
 BP0856  PID         -  BP0856
 BP0856  STATE/COUNTY-  TX/BREWSTER
 BP0856  USGS QUAD   -  TESNUS (1968)
 BP0856
 BP0856                         *CURRENT SURVEY CONTROL
 BP0856  ___________________________________________________________________
 BP0856* NAD 83(1993)-  30 00 45.49864(N)    102 56 31.23049(W)     ADJUSTED  
 BP0856* NAVD 88     -                                                        
 BP0856  ___________________________________________________________________
 BP0856  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BP0856  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 BP0856
 BP0856  HORZ ORDER  -  THIRD
 BP0856
 BP0856.The horizontal coordinates were established by classical geodetic methods
 BP0856.and adjusted by the National Geodetic Survey in February 1996..
 BP0856
 BP0856
 BP0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0856
 BP0856.The geoid height was determined by GEOID03.
 BP0856
 BP0856;                    North         East     Units Scale Factor Converg.
 BP0856;SPC TXSC     - 4,247,938.219   219,795.949   MT  0.99993301   -1 55 52.5
 BP0856;SPC TXSC     -13,936,777.31    721,113.88   sFT  0.99993301   -1 55 52.5
 BP0856;UTM  13      - 3,321,969.299   698,484.846   MT  1.00008608   +1 01 47.0
 BP0856
 BP0856                          SUPERSEDED SURVEY CONTROL
 BP0856
 BP0856  NAD 83(1986)-  30 00 45.48460(N)    102 56 31.24916(W) AD(       ) 4
 BP0856  NAD 27      -  30 00 44.80000(N)    102 56 29.70000(W) AD(       ) 3
 BP0856
 BP0856.Superseded values are not recommended for survey control.
 BP0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0856.See file dsdata.txt to determine how the superseded data were derived.
 BP0856
 BP0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP9848521969(NAD 83)
 BP0856_MARKER: Z = SEE DESCRIPTION
 BP0856_SETTING: 0 = UNSPECIFIED SETTING
 BP0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0856
 BP0856  HISTORY     - Date     Condition        Report By
 BP0856  HISTORY     - 1918     MONUMENTED       CGS
 BP0856  HISTORY     - 1968     GOOD             USGS
 BP0856
 BP0856                          STATION DESCRIPTION
 BP0856
 BP0856'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 BP0856'SITUATED ON THE MIDDLE AND HIGHEST ONE OF THREE PEAKS KNOWN AS THE
 BP0856'THREE SISTERS, WHICH ARE LOCATED 7 MI. DUE S. OF TESNUS RAILROAD
 BP0856'STATION AND POST OFFICE.
 BP0856'
 BP0856'CAIRN RECOVERED WITH FOLLOWING REMARKS - LOCATED 10
 BP0856'MI. N. OF THE MORGAN CHANEY RANCH ON SAN FRANCISCO CREEK.  STATION
 BP0856'WAS REACHED BY HELICOPTER.  THE OLD USGS STATION TRES HERMANAS IS A
 BP0856'DRILL HOLE IN A ROCK, CENTERED UNDER THE CAIRN.  THE CAIRN IS 7 FT. IN
 BP0856'DIAMETER AND 6 FT. TALL, AND IS THE ORIGINAL 1917 CAIRN BUILT BY USGS.
 BP0856'
 BP0856'STATION MARK - STONE POST  6 X 8 X 24 IN. WITH HOLE DRILLED IN TOP,
 BP0856'SET 15 IN. IN GROUND.  CAIRN OF 7 FT. BASE AND 7 FT. HEIGHT, CENTERED
 BP0856'OVER STATION MARK.
 BP0856'
 BP0856'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0855 ***********************************************************************
 BP0855  DESIGNATION -  TRES HERMANOS CAIRN
 BP0855  PID         -  BP0855
 BP0855  STATE/COUNTY-  TX/BREWSTER
 BP0855  USGS QUAD   -  TESNUS (1968)
 BP0855
 BP0855                         *CURRENT SURVEY CONTROL
 BP0855  ___________________________________________________________________
 BP0855* NAD 83(1993)-  30 00 46.14269(N)    102 56 31.31051(W)     ADJUSTED  
 BP0855* NAVD 88     -      1589.     (meters)    5213.     (feet)  SCALED    
 BP0855  ___________________________________________________________________
 BP0855  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BP0855  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 BP0855
 BP0855  HORZ ORDER  -  THIRD
 BP0855
 BP0855.The horizontal coordinates were established by classical geodetic methods
 BP0855.and adjusted by the National Geodetic Survey in February 1996..
 BP0855
 BP0855.The orthometric height was scaled from a topographic map.
 BP0855
 BP0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0855
 BP0855.The geoid height was determined by GEOID03.
 BP0855
 BP0855;                    North         East     Units Scale Factor Converg.
 BP0855;SPC TXSC     - 4,247,958.110   219,794.474   MT  0.99993305   -1 55 52.5
 BP0855;SPC TXSC     -13,936,842.57    721,109.04   sFT  0.99993305   -1 55 52.5
 BP0855;UTM  13      - 3,321,989.091   698,482.345   MT  1.00008607   +1 01 47.0
 BP0855
 BP0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0855!SPC TXSC     -   0.99975386  x   0.99993305  =   0.99968692
 BP0855!UTM  13      -   0.99975386  x   1.00008607  =   0.99983991
 BP0855
 BP0855:                Primary Azimuth Mark                     Grid Az
 BP0855:SPC TXSC     -  BROWN                                    358 10 13.2
 BP0855:UTM  13      -  BROWN                                    355 12 33.7
 BP0855
 BP0855|---------------------------------------------------------------------|
 BP0855| PID    Reference Object                     Distance      Geod. Az  |
 BP0855|                                                           dddmmss.s |
 BP0855| BP0857 BROWN                               APPROX.15.8 KM 3561420.7 |
 BP0855|---------------------------------------------------------------------|
 BP0855
 BP0855                          SUPERSEDED SURVEY CONTROL
 BP0855
 BP0855  NAD 83(1986)-  30 00 46.12736(N)    102 56 31.32635(W) AD(       ) 3
 BP0855  NAD 27      -  30 00 45.43600(N)    102 56 29.78900(W) AD(       ) 3
 BP0855
 BP0855.Superseded values are not recommended for survey control.
 BP0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0855.See file dsdata.txt to determine how the superseded data were derived.
 BP0855
 BP0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP9848221989(NAD 83)
 BP0855_MARKER: 72 = CAIRN
 BP0855
 BP0855  HISTORY     - Date     Condition        Report By
 BP0855  HISTORY     - 1918     FIRST OBSERVED   CGS
 BP0855
 BP0855                          STATION DESCRIPTION
 BP0855
 BP0855'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2661 ***********************************************************************
 BY2661  DESIGNATION -  TREVAT
 BY2661  PID         -  BY2661
 BY2661  STATE/COUNTY-  TX/TRINITY
 BY2661  USGS QUAD   -  TREVAT (1980)
 BY2661
 BY2661                         *CURRENT SURVEY CONTROL
 BY2661  ___________________________________________________________________
 BY2661* NAD 83(1993)-  31 04 18.32176(N)    094 56 57.64236(W)     ADJUSTED  
 BY2661* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 BY2661  ___________________________________________________________________
 BY2661  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BY2661  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY2661
 BY2661  HORZ ORDER  -  SECOND
 BY2661
 BY2661.The horizontal coordinates were established by classical geodetic methods
 BY2661.and adjusted by the National Geodetic Survey in February 1996..
 BY2661
 BY2661.The orthometric height was scaled from a topographic map.
 BY2661
 BY2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2661
 BY2661.The geoid height was determined by GEOID03.
 BY2661
 BY2661;                    North         East     Units Scale Factor Converg.
 BY2661;SPC TX C     - 3,168,191.329 1,213,547.468   MT  0.99988249   +2 46 23.1
 BY2661;SPC TX C     -10,394,307.72  3,981,446.98   sFT  0.99988249   +2 46 23.1
 BY2661;UTM  15      - 3,439,187.535   314,026.305   MT  1.00002663   -1 00 22.9
 BY2661
 BY2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2661!SPC TX C     -   0.99998798  x   0.99988249  =   0.99987047
 BY2661!UTM  15      -   0.99998798  x   1.00002663  =   1.00001461
 BY2661
 BY2661:                Primary Azimuth Mark                     Grid Az
 BY2661:SPC TX C     -  TREVAT AZ MK                             137 05 29.3
 BY2661:UTM  15      -  TREVAT AZ MK                             140 52 15.3
 BY2661
 BY2661|---------------------------------------------------------------------|
 BY2661| PID    Reference Object                     Distance      Geod. Az  |
 BY2661|                                                           dddmmss.s |
 BY2661| CV8510 TREVAT AZ MK                                       1395152.4 |
 BY2661| BL2163 CARMONA RAGLEY LUMBER CO TANK       APPROX. 9.1 KM 1814937.7 |
 BY2661| CV8511 TREVAT RM 1                          19.453 METERS 20013     |
 BY2661| CV8512 TREVAT RM 2                          19.127 METERS 29500     |
 BY2661|---------------------------------------------------------------------|
 BY2661
 BY2661                          SUPERSEDED SURVEY CONTROL
 BY2661
 BY2661  NAD 83(1986)-  31 04 18.33312(N)    094 56 57.62949(W) AD(       ) 2
 BY2661  NAD 27      -  31 04 17.65400(N)    094 56 56.86900(W) AD(       ) 2
 BY2661
 BY2661.Superseded values are not recommended for survey control.
 BY2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2661.See file dsdata.txt to determine how the superseded data were derived.
 BY2661
 BY2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1402639188(NAD 83)
 BY2661_MARKER: DS = TRIANGULATION STATION DISK
 BY2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2661
 BY2661  HISTORY     - Date     Condition        Report By
 BY2661  HISTORY     - 1949     MONUMENTED       CGS
 BY2661
 BY2661                          STATION DESCRIPTION
 BY2661
 BY2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2661'THE STATION IS LOCATED ON THE CREST OF A NORTH-SOUTH RIDGE,
 BY2661'ABOUT 12 MILES NORTHWEST OF CORRIGAN, 11 MILES EAST OF GROVETON,
 BY2661'1.5 MILES NORTHWEST OF THE TRINITY-POLK COUNTY LINE, 0.2
 BY2661'MILE WEST OF A TELEPHONE LINE, AND 200 FEET EAST OF A TRACK ROAD.
 BY2661'IT PROJECTS 4 INCHES AND IS STAMPED TREVAT 1949.
 BY2661'
 BY2661'REFERENCE MARK NO. 1 IS NEAR THE CREST OF THE RIDGE AND
 BY2661'IS ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION.  IT
 BY2661'PROJECTS 4 INCHES AND IS STAMPED TREVAT NO 1 1949.
 BY2661'
 BY2661'REFERENCE MARK NO. 2 IS ON THE WESTERN SLOPE OF THE RIDGE
 BY2661'AND IS ABOUT 2.5 FEET BELOW THE ELEVATION OF THE STATION.
 BY2661'IT PROJECTS 4 INCHES AND IS STAMPED TREVAT NO 2 1949.
 BY2661'
 BY2661'AZIMUTH MARK IS 30 FEET SOUTH OF A TELEPHONE POLE, 21 FEET
 BY2661'EAST OF THE CENTER OF A TRACK ROAD, AND 2.0 FEET WEST OF
 BY2661'A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED TREVAT
 BY2661'1949.
 BY2661'
 BY2661'TO REACH THE STATION FROM THE COURTHOUSE IN GROVETON, GO
 BY2661'EAST ON U.S. HIGHWAY NO. 287 FOR 6.3 MILES TO A SIDE ROAD
 BY2661'LEFT, ABOUT 100 YARDS EAST OF PINE WOODS ENCAMPMENT ON THE
 BY2661'RIGHT, TURN LEFT AND FOLLOW GRADED ROAD NORTHERLY FOR 4.7
 BY2661'MILES TO A FORKS, JUST BEFORE REACHING A SMALL WOODEN BRIDGE,
 BY2661'TAKE RIGHT FORK AND GO 1.1 MILES TO A FORKS, TAKE RIGHT
 BY2661'FORK AND GO 0.6 MILE TO A FORKS, TAKE LEFT FORK, MAIN TRAVELED
 BY2661'ROAD, AND GO 0.35 MILE TO A CROSSROAD, CONTINUE STRAIGHT
 BY2661'AHEAD FOR 0.65 MILE TO WHERE A TELEPHONE LINE CROSSES THE
 BY2661'ROAD AND A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ALONG
 BY2661'TELEPHONE LINE FOR 0.25 MILE TO A TRACK ROAD LEFT, (CONTINUE
 BY2661'NORTH ALONG THE TELEPHONE LINE FOR 0.2 MILE TO THE
 BY2661'AZIMUTH MARK), TURN LEFT ON TRACK ROAD AND GO NORTHWEST
 BY2661'THROUGH THE WOODS FOR 0.35 MILE, TURN RIGHT AND GO EAST
 BY2661'FOR 200 FEET TO THE TOP OF RIDGE AND STATION
 BY2661'
 BY2661'A 100 FOOT SIGNAL AT MT ZION IS VISIBLE AT 64 FEET.
 BY2661'
 BY2661'A 100 FOOT SIGNAL AT WAKEFIELD IS VISIBLE AT 37 FEET.
 BY2661'
 BY2661'A 100 FOOT SIGNAL AT MOSCOW IS VISIBLE AT 64 FEET.
 BY2661'
 BY2661'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0770 ***********************************************************************
 BN0770  DESIGNATION -  TRIANGLE
 BN0770  PID         -  BN0770
 BN0770  STATE/COUNTY-  TX/KIMBLE
 BN0770  USGS QUAD   -  MUDGE DRAW (1974)
 BN0770
 BN0770                         *CURRENT SURVEY CONTROL
 BN0770  ___________________________________________________________________
 BN0770* NAD 83(1993)-  30 17 36.93176(N)    099 31 28.94477(W)     ADJUSTED  
 BN0770* NAVD 88     -       678.53   (+/-2cm)    2226.1    (feet)  VERTCON   
 BN0770  ___________________________________________________________________
 BN0770  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 BN0770  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BN0770
 BN0770  HORZ ORDER  -  THIRD
 BN0770  VERT ORDER  -  THIRD ? (See Below)
 BN0770
 BN0770.The horizontal coordinates were established by classical geodetic methods
 BN0770.and adjusted by the National Geodetic Survey in February 1996..
 BN0770
 BN0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0770.The vertical order pertains to the NGVD 29 superseded value.
 BN0770
 BN0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0770
 BN0770.The geoid height was determined by GEOID03.
 BN0770
 BN0770;                    North         East     Units Scale Factor Converg.
 BN0770;SPC TX C     - 3,069,781.806   777,786.682   MT  0.99995748   +0 24 59.4
 BN0770;SPC TX C     -10,071,442.48  2,551,788.47   sFT  0.99995748   +0 24 59.4
 BN0770;SPC TXSC     - 4,272,787.239   549,522.691   MT  1.00000298   -0 15 25.4
 BN0770;SPC TXSC     -14,018,302.80  1,802,892.36   sFT  1.00000298   -0 15 25.4
 BN0770;UTM  14      - 3,351,435.016   449,542.514   MT  0.99963141   -0 15 52.9
 BN0770
 BN0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0770!SPC TX C     -   0.99989687  x   0.99995748  =   0.99985436
 BN0770!SPC TXSC     -   0.99989687  x   1.00000298  =   0.99989985
 BN0770!UTM  14      -   0.99989687  x   0.99963141  =   0.99952832
 BN0770
 BN0770:                Primary Azimuth Mark                     Grid Az
 BN0770:SPC TX C     -  WINDMILL NEAR STATION HYDE               124 17 39.8
 BN0770:SPC TXSC     -  WINDMILL NEAR STATION HYDE               124 58 04.6
 BN0770:UTM  14      -  WINDMILL NEAR STATION HYDE               124 58 32.1
 BN0770
 BN0770|---------------------------------------------------------------------|
 BN0770| PID    Reference Object                     Distance      Geod. Az  |
 BN0770|                                                           dddmmss.s |
 BN0770| BN0761 WINDMILL NEAR STATION HYDE          APPROX. 7.3 KM 1244239.2 |
 BN0770| CV5629 TRIANGLE RM 2                         9.693 METERS 25427     |
 BN0770| CV5626 TRIANGLE AZ MK                      APPROX. 0.7 KM 2661152.4 |
 BN0770| CV5627 TRIANGLE AZ MK 2                                   2675121.9 |
 BN0770| CV5630 TRIANGLE RM 3                        14.050 METERS 28956     |
 BN0770| CV5628 TRIANGLE RM 1                        10.330 METERS 35729     |
 BN0770|---------------------------------------------------------------------|
 BN0770
 BN0770                          SUPERSEDED SURVEY CONTROL
 BN0770
 BN0770  NAD 83(1986)-  30 17 36.93875(N)    099 31 28.93315(W) AD(       ) 3
 BN0770  NAD 27      -  30 17 36.24000(N)    099 31 27.73500(W) AD(       ) 3
 BN0770  NGVD 29 (07/19/86)  678.47   (m)         2225.9    (f) LEVELING    3  
 BN0770
 BN0770.Superseded values are not recommended for survey control.
 BN0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0770.See file dsdata.txt to determine how the superseded data were derived.
 BN0770
 BN0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU4954351435(NAD 83)
 BN0770_MARKER: DS = TRIANGULATION STATION DISK
 BN0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0770
 BN0770  HISTORY     - Date     Condition        Report By
 BN0770  HISTORY     - 1944     MONUMENTED       CGS
 BN0770  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BN0770  HISTORY     - 1974     GOOD             USGS
 BN0770  HISTORY     - 19950805 GOOD             USPSQD
 BN0770
 BN0770                          STATION DESCRIPTION
 BN0770
 BN0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0770'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 16-1/2 MILES
 BN0770'W OF HARPER AND 20 MILES SE OF JUNCTION.  IT IS 0.4 MILE E
 BN0770'OF THE JUNCTION OF U.S. HIGHWAY 290 AND STATE HIGHWAY 27,
 BN0770'ON TOP OF A LOW HILL.  IT IS 56.5 FEET N OF THE CENTER LINE
 BN0770'OF U.S. HIGHWAY 290 AND 4.5 FEET SSW OF A WHITE WOODEN WITNESS
 BN0770'POST THAT IS WIRED TO A POST OF THE RIGHT-OF-WAY FENCE.  THERE
 BN0770'IS HIGHER GROUND ABOUT 150 FEET NE OF THE STATION.
 BN0770'
 BN0770'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 BN0770'POST THAT PROJECTS ABOUT 3 INCHES ABOVE GROUND.  IT IS STAMPED
 BN0770'TRIANGLE 1944.
 BN0770'
 BN0770'REFERENCE MARK 1 IS 29.8 FEET N OF THE RIGHT-OF-WAY FENCE.
 BN0770'IT IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE IN
 BN0770'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 BN0770'NO 1 TRIANGLE 1944.
 BN0770'
 BN0770'REFERENCE MARK 2 IS 49.3 FEET N OF THE CENTER LINE OF THE
 BN0770'HIGHWAY.  IT IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 BN0770'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 BN0770'STAMPED NO 2 TRIANGLE 1944.
 BN0770'
 BN0770'AZIMUTH MARK IS IN THE TRIANGLE FORMED BY THE JUNCTION OF
 BN0770'THE HIGHWAYS.  IT IS 32 FEET S OF THE CENTER LINE OF U.S.
 BN0770'HIGHWAY 290, 35 FEET NE OF THE CENTER LINE OF STATE HIGHWAY 27,
 BN0770'AND 72 FEET NW OF THE CENTER LINE OF Y-ROAD.  IT IS 14.5
 BN0770'FEET SE OF THE APEX OF HIGHWAY DIRECTIONAL SIGNBOARD.  IT
 BN0770'IS A BRONZE AZIMUTH DISK SET IN A CYLINDRICAL CONCRETE POST
 BN0770'THAT PROJECTS ABOUT 6 INCHES ABOVE GROUND.  IT IS STAMPED
 BN0770'TRIANGLE 1944.  THIS MARK WILL SERVE WELL AS A CONTROL POINT
 BN0770'FOR AIR PHOTO MAPPING, HENCE THE DISTANCE (2,383 FEET) FROM
 BN0770'THE STATION WAS TAPED.
 BN0770'
 BN0770'TO REACH FROM HARPER OR JUNCTION, GO E OR W, RESPECTIVELY,
 BN0770'TO THE JUNCTION OF STATE HIGHWAY 27.  FROM HERE GO E FOR
 BN0770'0.4 MILE TO TOP OF FIRST HILL.
 BN0770'
 BN0770'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BN0770
 BN0770                          STATION RECOVERY (1965)
 BN0770
 BN0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 BN0770'THE STATION IS ABOUT 20 MILES SOUTHEAST OF JUNCTION, ABOUT 16
 BN0770'MILES WEST OF HARPER AND ABOUT 1/2 MILE EAST OF THE JUNCTION
 BN0770'OF INTERSTATE HIGHWAY 10, U.S. HIGHWAY 290 AND STATE HIGHWAY
 BN0770'27, AND IS ALONG THE NORTH SIDE OF THE HIGHWAY RIGHT-OF-WAY.
 BN0770'
 BN0770'TO REACH THE STATION FROM THE COURTHOUSE IN JUNCTION, GO EAST
 BN0770'AND SOUTH ON U.S. HIGHWAY 290 AND INTERSTATE HIGHWAY 10 FOR
 BN0770'21.6 MILES TO AN OVERPASS WHERE U.S. HIGHWAY 290 GOES EAST.
 BN0770'TURN ONTO U.S. HIGHWAY 290 AND GO 0.45 MILE TO THE STATION
 BN0770'ON THE LEFT.
 BN0770'
 BN0770'THE SURFACE STATION MARK, A STANDARD DISK STAMPED TRIANGLE
 BN0770'1944 1965 IS SET IN A CONCRETE POST WHICH IS ABOUT 20 INCHES
 BN0770'IN DIAMETER AND IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 BN0770'GROUND.  IT IS 56 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 BN0770'4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 4 FEET
 BN0770'SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 BN0770'IS STAMPED TRIANGLE 1944 AND IS SET IN CONCRETE IN BEDROCK
 BN0770'ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 BN0770'
 BN0770'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TRIANGLE NO 1
 BN0770'1944, IS CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 BN0770'SURFACE OF THE GROUND.  IT IS 29.8 FEET NORTH OF THE RIGHT-OF-WAY
 BN0770'FENCE LINE.
 BN0770'
 BN0770'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED TRIANGLE NO 3
 BN0770'1944 1965, IS CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK
 BN0770'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF GROUND.
 BN0770'THE BEDROCK IS ABOUT 2 FEET BY 3 FEET AND IS SMOOTH WITH A
 BN0770'FLAT SURFACE.  IT IS 44 FEET NORTHWEST OF THE METAL WITNESS
 BN0770'POST, AND 13 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 BN0770'
 BN0770'AZIMUTH MARK, A STANDARD DISK STAMPED TRIANGLE 1944 RESET
 BN0770'1965, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 BN0770'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF GROUND.  IT IS
 BN0770'1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE, 3 FEET NORTHWEST
 BN0770'OF A METAL WITNESS POST, AND IS ABOUT 150 FEET SOUTHWEST
 BN0770'OF A SERVICE ROAD WHICH RUNS ALONG THE WESTERLY SIDE OF
 BN0770'INTERSTATE HIGHWAY 10.
 BN0770'
 BN0770'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 BN0770'HIGHWAY 290 FOR 0.45 MILE TO THE OVERPASS.  THENCE CONTINUE
 BN0770'WEST-NORTHWEST FOR 0.3 MILE TO THE RIGHT-OF-WAY FENCE LINE
 BN0770'AND THE AZIMUTH MARK.
 BN0770
 BN0770                          STATION RECOVERY (1974)
 BN0770
 BN0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CHS)
 BN0770'THE USC AND GS HAS RESET THE SURFACE MARK COVERING THE UNDERGROUND
 BN0770'MARK AND THE USGS ELEVATION ON IT.  I WOULD GUESS THAT THE
 BN0770'SURFACE MARK IS ABOUT 1 FOOT HIGHER THAN THE UNDERGROUND
 BN0770'MARK.
 BN0770
 BN0770                          STATION RECOVERY (1995)
 BN0770
 BN0770'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0696 ***********************************************************************
 EN0696  DESIGNATION -  TRIANGLE
 EN0696  PID         -  EN0696
 EN0696  STATE/COUNTY-  TX/FOARD
 EN0696  USGS QUAD   -  TRIANGLE RANCH (1981)
 EN0696
 EN0696                         *CURRENT SURVEY CONTROL
 EN0696  ___________________________________________________________________
 EN0696* NAD 83(1993)-  34 02 19.95861(N)    100 02 19.16434(W)     ADJUSTED  
 EN0696* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 EN0696  ___________________________________________________________________
 EN0696  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 EN0696  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 EN0696
 EN0696  HORZ ORDER  -  SECOND
 EN0696
 EN0696.The horizontal coordinates were established by classical geodetic methods
 EN0696.and adjusted by the National Geodetic Survey in February 1996..
 EN0696
 EN0696.The orthometric height was scaled from a topographic map.
 EN0696
 EN0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0696
 EN0696.The geoid height was determined by GEOID03.
 EN0696
 EN0696;                    North         East     Units Scale Factor Converg.
 EN0696;SPC TXNC     - 2,264,109.925   457,918.420   MT  1.00002094   -0 50 21.0
 EN0696;SPC TXNC     - 7,428,167.31  1,502,354.02   sFT  1.00002094   -0 50 21.0
 EN0696;UTM  14      - 3,766,953.109   404,124.042   MT  0.99971331   -0 34 53.2
 EN0696
 EN0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0696!SPC TXNC     -   0.99991413  x   1.00002094  =   0.99993507
 EN0696!UTM  14      -   0.99991413  x   0.99971331  =   0.99962746
 EN0696
 EN0696|---------------------------------------------------------------------|
 EN0696| PID    Reference Object                     Distance      Geod. Az  |
 EN0696|                                                           dddmmss.s |
 EN0696| CX8853 TRIANGLE RM 2                        12.354 METERS 22623     |
 EN0696| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX.25.5 KM 2620903.4 |
 EN0696| EN0705 PADUCAH MUNICIPAL TANK              APPROX.25.4 KM 2640325.9 |
 EN0696| EN0709 PADUCAH PANHANDLE CO TANK           APPROX.24.3 KM 2654718.0 |
 EN0696| CX8851 TRIANGLE AZ MK                                     2781508.6 |
 EN0696| CX8852 TRIANGLE RM 1                        18.204 METERS 33809     |
 EN0696|---------------------------------------------------------------------|
 EN0696
 EN0696                          SUPERSEDED SURVEY CONTROL
 EN0696
 EN0696  NAD 83(1993)-  34 02 19.95974(N)    100 02 19.16441(W) AD(       ) 2
 EN0696  NAD 83(1986)-  34 02 19.96482(N)    100 02 19.15641(W) AD(       ) 2
 EN0696  NAD 27      -  34 02 19.68080(N)    100 02 17.77994(W) AD(       ) 2
 EN0696
 EN0696.Superseded values are not recommended for survey control.
 EN0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0696.See file dsdata.txt to determine how the superseded data were derived.
 EN0696
 EN0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC0412466953(NAD 83)
 EN0696_MARKER: DS = TRIANGULATION STATION DISK
 EN0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0696_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0696
 EN0696  HISTORY     - Date     Condition        Report By
 EN0696  HISTORY     - 1967     MONUMENTED       CGS
 EN0696
 EN0696                          STATION DESCRIPTION
 EN0696
 EN0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0696'THE STATION IS ABOUT 18-1/4 MILES WEST-NORTHWEST OF CROWELL, 15 MILES
 EN0696'EAST OF PADUCAH, 10 MILES SOUTHEAST OF SWEARINGEN, ON THE HIGHEST
 EN0696'ONE OF A GROUP OF FOUR RIDGES AND ON THE TRIANGLE RANCH.
 EN0696'
 EN0696'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83-62 AND 70
 EN0696'IN PADUCAH, GO EASTERLY ON U.S. HIGHWAY 70 FOR 11.15 MILES TO FARM
 EN0696'ROAD 2564 ON THE LEFT.  CONTINUE EASTERLY FOR 3.45 MILES TO A SIDE
 EN0696'ROAD RIGHT AT A CATTLE GUARD AND A SIGN TRIANGLE RANCH.  TURN
 EN0696'RIGHT AND GO SOUTHERLY ON A BLADED ROAD FOR 4.35 MILES TO A REVERSE
 EN0696'FORK.  TURN SHARP LEFT AND GO NORTHERLY ON A TRACK ROAD FOR 0.45
 EN0696'MILE TO A TRACK ROAD ON THE LEFT AT A WINDMILL.  CONTINUE NORTHERLY
 EN0696'ON THE TRACK ROAD FOR 0.55 MILE TO A DIM TRACK ROAD ON THE RIGHT.
 EN0696'TURN RIGHT AND GO EASTERLY ON THE TRACK ROAD FOR 0.55 MILE TO THE
 EN0696'AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY ON THE TRACK ROAD
 EN0696'FOR 0.3 MILE TO THE STATION MARK ON THE RIGHT.
 EN0696'
 EN0696'THE STATION MARK IS A STANDARD DISK STAMPED TRIANGLE 1967, SET IN THE
 EN0696'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 EN0696'INCHES ABOVE THE GROUND SURFACE.  IT IS 88.0 FEET SOUTHWEST OF A
 EN0696'CAIRN THAT IS TWO FEET HIGH, 17.0 FEET SOUTH OF THE CENTERLINE OF
 EN0696'THE TRACK ROAD AND 3.7 FEET WEST OF A WITNESS POST.  THE
 EN0696'UNDERGROUND MARK IS 30 INCHES BELOW THE GROUND SURFACE.
 EN0696'
 EN0696'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TRIANGLE NO 1 1967, SET
 EN0696'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0696'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 123.0 FEET WEST
 EN0696'OF THE CAIRN, 63.0 FEET NORTHWEST OF THE WITNESS POST, 24.5 FEET
 EN0696'NORTH OF THE CENTERLINE OF THE TRACK ROAD AND 3 FEET LOWER IN
 EN0696'ELEVATION THAN THE STATION MARK.  THE DISTANCE FROM THE AXIS OF
 EN0696'THE TELESCOPE IS 60.29 FEET OR 18.376 METERS.
 EN0696'
 EN0696'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TRIANGLE NO 2 1967, SET
 EN0696'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0696'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 121.0
 EN0696'FEET SOUTHWEST OF THE CAIRN, 54.4 FEET SOUTH OF THE CENTERLINE OF
 EN0696'THE TRACK ROAD, 41.0 FEET SOUTH OF THE WITNESS POST AND 3 FEET LOWER
 EN0696'IN ELEVATION THAN THE STATION MARK.  THE DISTANCE FROM THE AXIS
 EN0696'OF THE TELESCOPE IS 41.44 FEET OR 12.632 METERS.
 EN0696'
 EN0696'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TRIANGLE 1967, SET IN THE
 EN0696'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 EN0696'INCHES ABOVE THE GROUND SURFACE.  IT IS 17.0 FEET SOUTH OF THE
 EN0696'CENTERLINE OF THE TRACK ROAD AND 2.9 FEET NORTH OF A WITNESS POST.
 EN0696'
 EN0696'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 EN0696'OBSTRUCTIONS AND EXTREME DIFFERENCE IN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0539 ***********************************************************************
 GK0539  DESIGNATION -  TRIANGLE 2
 GK0539  PID         -  GK0539
 GK0539  STATE/COUNTY-  TX/HANSFORD
 GK0539  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0539
 GK0539                         *CURRENT SURVEY CONTROL
 GK0539  ___________________________________________________________________
 GK0539* NAD 83(1993)-  36 12 43.57726(N)    101 36 20.88250(W)     ADJUSTED  
 GK0539* NAVD 88     -      1021.37   (+/-2cm)    3350.9    (feet)  VERTCON   
 GK0539  ___________________________________________________________________
 GK0539  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 GK0539  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 GK0539
 GK0539  HORZ ORDER  -  THIRD
 GK0539  VERT ORDER  -  THIRD (See Below)
 GK0539
 GK0539.The horizontal coordinates were established by classical geodetic methods
 GK0539.and adjusted by the National Geodetic Survey in February 1996..
 GK0539.No horizontal observational check was made to the station.
 GK0539
 GK0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0539.The vertical order pertains to the NGVD 29 superseded value.
 GK0539
 GK0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0539
 GK0539.The geoid height was determined by GEOID03.
 GK0539
 GK0539;                    North         East     Units Scale Factor Converg.
 GK0539;SPC TX N     - 1,245,418.529   190,486.166   MT  1.00000684   -0 03 40.7
 GK0539;SPC TX N     - 4,086,010.62    624,953.36   sFT  1.00000684   -0 03 40.7
 GK0539;UTM  14      - 4,010,622.594   265,751.286   MT  1.00027615   -1 32 24.5
 GK0539
 GK0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0539!SPC TX N     -   0.99984390  x   1.00000684  =   0.99985074
 GK0539!UTM  14      -   0.99984390  x   1.00027615  =   1.00012000
 GK0539
 GK0539|---------------------------------------------------------------------|
 GK0539| PID    Reference Object                     Distance      Geod. Az  |
 GK0539|                                                           dddmmss.s |
 GK0539| GK0538 TRIANGLE                             19.842 METERS 01945     |
 GK0539| CM9381 TRIANGLE 2 RM 1                      11.613 METERS 18157     |
 GK0539| GK0896 TRIANGLE AZ MK                      APPROX. 0.8 KM 2622430.2 |
 GK0539| GK0542 TRIANGLE 2 RM 2                      33.870 METERS 34217     |
 GK0539|---------------------------------------------------------------------|
 GK0539
 GK0539                          SUPERSEDED SURVEY CONTROL
 GK0539
 GK0539  NAD 83(1993)-  36 12 43.57672(N)    101 36 20.88316(W) AD(       ) 3
 GK0539  NAD 83(1986)-  36 12 43.58702(N)    101 36 20.86930(W) AD(       ) 3
 GK0539  NAD 27      -  36 12 43.47100(N)    101 36 19.27600(W) AD(       ) 3
 GK0539  NGVD 29 (01/29/03) 1020.90   (m)         3349.4    (f) RESET       3  
 GK0539
 GK0539.Superseded values are not recommended for survey control.
 GK0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0539.See file dsdata.txt to determine how the superseded data were derived.
 GK0539
 GK0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF6575110623(NAD 83)
 GK0539_MARKER: DR = REFERENCE MARK DISK
 GK0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0539_STAMPING: TRIANGLE 2 1959
 GK0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0539+STABILITY: SURFACE MOTION
 GK0539
 GK0539  HISTORY     - Date     Condition        Report By
 GK0539  HISTORY     - 1959     MONUMENTED       CGS
 GK0539  HISTORY     - 1959     GOOD             CGS
 GK0539
 GK0539                          STATION DESCRIPTION
 GK0539
 GK0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WCR)
 GK0539'THE STATION IS LOCATED NEAR THE EAST POINT OF AN OPEN AREA
 GK0539'TRIANGLE AT THE INTERSECTION OF F.M. ROADS NOS. 1060 AND 2018, 11
 GK0539'MILES WEST AND 4 MILES SOUTH OF GRUVER.  IT IS 01.3 MILES EAST
 GK0539'OF THE SHERMAN-HANSFORD COUNTY LINE, 17 YARDS SOUTH OF THE
 GK0539'APPROXIMATE CENTERLINE OF FM 2018 LEADING EAST, 25 YARDS EAST
 GK0539'OF THE APPROXIMATE CENTERLINE OF FM 1060 LEADING NORTH AND SOUTH
 GK0539'AND IN THE TRIANGLE SOUTHEAST OF THE INTERSECTION OF THESE
 GK0539'HIGHWAYS AND THE CURVE ROAD LEADING FROM THE EAST TO THE
 GK0539'SOUTH.  A STANDARD DISK STAMPED TRIANGLE 2 1959 IN A CONCRETE
 GK0539'MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  IT IS 7 FEET
 GK0539'SOUTHEAST OF HIGHWAY SURVEY STATION 479 + 00.
 GK0539'
 GK0539'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION ALONG THE SOUTHEAST
 GK0539'SIDE OF THE TRIANGLE AREA AND IS FLUSH WITH THE SURFACE OF THE
 GK0539'GROUND.  IT IS A DISK STAMPED TRIANGLE 2 1959 NO. 1.
 GK0539'
 GK0539'REFERENCE MARK NO. 2 IS IN THE NORTH RIGHT-OF-WAY FENCE OF
 GK0539'FM 2018, 10 FEET EAST OF THE FENCE CORNER AND 13 YARDS EAST
 GK0539'OF THE CENTERLINE OF THE NORTH-SOUTH HIGHWAY AND IS FLUSH
 GK0539'WITH THE SURFACE OF THE GROUND.  IT IS A DISK STAMPED TRIANGLE 2
 GK0539'1959 NO. 2, IN A CONCRETE MONUMENT.
 GK0539'
 GK0539'THE AZIMUTH MARK IS A DISK STAMPED TRIANGLE 1952 IN A CONCRETE
 GK0539'MONUMENT PROJECTING ABOUT 4 INCHES, 1 FOOT NORTH OF THE NORTH
 GK0539'RIGHT-OF-WAY FENCE OF FM 2018 WEST, AND 2-1/2 FEET EAST OF A
 GK0539'POWER LINE POLE.
 GK0539'
 GK0539'TO REACH FROM GRUVER--GO NORTH 0.3 MILE TO A HIGHWAY INTERSECTION.
 GK0539'TURN LEFT HERE AND GO WEST ON STATE HIGHWAY NO. 289, 11.0 MILES
 GK0539'TO A LARGE TRIANGLE INTERSECTION.  BEAR LEFT AND GO SOUTH ON FM
 GK0539'ROAD 1060, 4.2 MILES TO THE LARGE TRIANGLE AREA ON THE RIGHT
 GK0539'AND A SMALL TRIANGLE ON THE LEFT AND THE STATION AS DESCRIBED ON
 GK0539'THE LEFT.
 GK0539
 GK0539                          STATION RECOVERY (1959)
 GK0539
 GK0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GK0539'12.0 MI WSW FROM GRUVER.
 GK0539'ABOUT 12 MILES AIRLINE WEST, SOUTHWEST OF GRUVER AT THE INTERSECTION
 GK0539'OF F.M. ROADS NOS. 2018 AND 1060, IN THE EAST POINT OF THE SMALL
 GK0539'TRIANGLE AREA AT THE SOUTHEAST POINT OF THE OFFSET INTERSECTION.  THE
 GK0539'MARK IS 17 YARDS SOUTH OF THE CENTERLINE OF 2018 LEADING EAST AND 25
 GK0539'YARDS EAST OF THE NORTHSOUTH ROAD AND NEAR THENORTH EDGE OF THE SMALL
 GK0539'TRIANGLE AREA SOUTHEAST OF THE INTERSECTION AND NORTHWEST OF THE CURVE
 GK0539'OF THE HIGHWAY FROM EST TO SOUTH.  A STANDARD TRIANGULATION DISK
 GK0539'STAMPED TRIANGLE 2 1959 FEET IN A CONCRETE POST PROJECTING ABOUT 2
 GK0539'INCHES.  NOTE-- TO REACH FROM GRUVER--GO NORTH FROM THE BUSINESS
 GK0539'SECTION 0.3 MILE TO A HIGHWAY INTERSECTION.  THEN GO LEFT OR WEST ON
 GK0539'STATE HIGHWAY NO. 289 11 MILES TO A LARGE TRIANGLE INTERSECTION. BEAR
 GK0539'LEFT AND GO SOUTH ON FM ROAD NO. 1060, 4.2 MILES TO THE STATION ON THE
 GK0539'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0542 ***********************************************************************
 GK0542  DESIGNATION -  TRIANGLE 2 RM 2
 GK0542  PID         -  GK0542
 GK0542  STATE/COUNTY-  TX/HANSFORD
 GK0542  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0542
 GK0542                         *CURRENT SURVEY CONTROL
 GK0542  ___________________________________________________________________
 GK0542* NAD 83(1986)-  36 12 43.     (N)    101 36 21.     (W)     SCALED    
 GK0542* NAVD 88     -      1021.38   (+/-2cm)    3351.0    (feet)  VERTCON   
 GK0542  ___________________________________________________________________
 GK0542  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 GK0542
 GK0542  VERT ORDER  -  THIRD (See Below)
 GK0542
 GK0542.The horizontal coordinates were scaled from a topographic map and have
 GK0542.an estimated accuracy of +/- 6 seconds.
 GK0542
 GK0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0542.The vertical order pertains to the NGVD 29 superseded value.
 GK0542
 GK0542.The geoid height was determined by GEOID03.
 GK0542
 GK0542;                    North         East    Units  Estimated Accuracy
 GK0542;SPC TX N     - 1,245,400.      190,480.      MT  (+/- 180 meters Scaled)
 GK0542
 GK0542                          SUPERSEDED SURVEY CONTROL
 GK0542
 GK0542  NGVD 29 (01/29/03) 1020.91   (m)         3349.4    (f) RESET       3  
 GK0542
 GK0542.Superseded values are not recommended for survey control.
 GK0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0542.See file dsdata.txt to determine how the superseded data were derived.
 GK0542
 GK0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF657106(NAD 83)
 GK0542_MARKER: DR = REFERENCE MARK DISK
 GK0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0542_STAMPING: TRIANGLE 2 1959 NO.2
 GK0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0542+STABILITY: SURFACE MOTION
 GK0542
 GK0542  HISTORY     - Date     Condition        Report By
 GK0542  HISTORY     - 1959     MONUMENTED       CGS
 GK0542
 GK0542                          STATION DESCRIPTION
 GK0542
 GK0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GK0542'12.0 MI WSW FROM GRUVER.
 GK0542'ABOUT 12 MILES AIRLINE WEST, SOUTHWEST OF GRUVER, AT THE INTERSCTION
 GK0542'OF F.M.ROADS 2018 AND 1060, IN THE NORTHRIGHT-OF-WAY FENCE LINE OF
 GK0542'2018, 10 FEET EAST OF THE FENCE CORNER AND 13 YARDS EAST OF THE
 GK0542'CENTERLINE OF THE NORTH-SOUTH HIGHWAY.  IT IS 111 FEET NORTHWEST OF
 GK0542'TRIANGULATION STATION TRIANGLE 2 1959.  A STANDARD REFERENCE DISK IN A
 GK0542'CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NOTE-- TO REACH FROM
 GK0542'GRUVER.  GO NORTH FROM THE MAIN BUSINESS DISTRICT, 00.3 MILE TO A
 GK0542'HIGHWAY INTERSECTION. TURN LEFT AND GO WEST ON HIGHWAY NO. 289, 11
 GK0542'MILES TO A LATGE TRIANGLE INTERSECTION. BEAR LEFT AND GO SOUTH ON
 GK0542'F.M.ROAD NO. 1060, 04.2 MILES TO THE TRIANGLE INTERSECTION AND THE
 GK0542'MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0540 ***********************************************************************
 GK0540  DESIGNATION -  TRIANGLE RM 1
 GK0540  PID         -  GK0540
 GK0540  STATE/COUNTY-  TX/HANSFORD
 GK0540  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0540
 GK0540                         *CURRENT SURVEY CONTROL
 GK0540  ___________________________________________________________________
 GK0540* NAD 83(1986)-  36 12 44.     (N)    101 36 21.     (W)     SCALED    
 GK0540* NAVD 88     -      1021.361  (meters)    3350.92   (feet)  ADJUSTED  
 GK0540  ___________________________________________________________________
 GK0540  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 GK0540  DYNAMIC HT  -        1020.236 (meters)    3347.22  (feet)  COMP
 GK0540  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 GK0540
 GK0540  VERT ORDER  -  SECOND    CLASS 0
 GK0540
 GK0540.The horizontal coordinates were scaled from a topographic map and have
 GK0540.an estimated accuracy of +/- 6 seconds.
 GK0540
 GK0540.The orthometric height was determined by differential leveling
 GK0540.and adjusted by the National Geodetic Survey in June 1991..
 GK0540
 GK0540.The geoid height was determined by GEOID03.
 GK0540
 GK0540.The dynamic height is computed by dividing the NAVD 88
 GK0540.geopotential number by the normal gravity value computed on the
 GK0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0540.degrees latitude (g = 980.6199 gals.).
 GK0540
 GK0540.The modeled gravity was interpolated from observed gravity values.
 GK0540
 GK0540;                    North         East    Units  Estimated Accuracy
 GK0540;SPC TX N     - 1,245,430.      190,480.      MT  (+/- 180 meters Scaled)
 GK0540
 GK0540                          SUPERSEDED SURVEY CONTROL
 GK0540
 GK0540  NGVD 29 (??/??/92) 1020.886  (m)         3349.36   (f) ADJ UNCH    2 0
 GK0540
 GK0540.Superseded values are not recommended for survey control.
 GK0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0540.See file dsdata.txt to determine how the superseded data were derived.
 GK0540
 GK0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF657106(NAD 83)
 GK0540_MARKER: DR = REFERENCE MARK DISK
 GK0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0540_STAMPING: TRIANGLE NO 1 1952
 GK0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0540+STABILITY: SURFACE MOTION
 GK0540
 GK0540  HISTORY     - Date     Condition        Report By
 GK0540  HISTORY     - 1952     MONUMENTED       CGS
 GK0540
 GK0540                          STATION DESCRIPTION
 GK0540
 GK0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0540'15.2 MI SW FROM GRUVER.
 GK0540'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0540'THENCE 10.75 MILES WEST ALONG FARM ROAD 289, THENCE 4.0 MILES SOUTH
 GK0540'ALONG FARM ROAD 1573, THENCE 0.1 MILE SOUTH ALONG A GRADED DIRT ROAD,
 GK0540'0.4 MILE SOUTH OF A FARMHOUSE, AT AN INTERSECTION WITH AN EAST AND
 GK0540'WEST ROAD, 102 FEET SOUTH OF TRIANGULATION STATION TRIANGLE 1952, 76
 GK0540'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 54 FEET
 GK0540'NORTHWEST OF THE CENTER LINE OF A ROAD LEADING EAST, 82 FEET SOUTHEAST
 GK0540'OF THE EAST END OF A 24 INCH PIPE CULVERT, SET IN THE TOP OF A
 GK0540'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0655 ***********************************************************************
 DN0655  DESIGNATION -  TRIANGULATION STATIO
 DN0655  PID         -  DN0655
 DN0655  STATE/COUNTY-  TX/DENTON
 DN0655  USGS QUAD   -  GREEN VALLEY (1978)
 DN0655
 DN0655                         *CURRENT SURVEY CONTROL
 DN0655  ___________________________________________________________________
 DN0655* NAD 83(1986)-  33 15 43.     (N)    097 06 27.     (W)     SCALED    
 DN0655* NAVD 88     -       209.376  (meters)     686.93   (feet)  ADJUSTED  
 DN0655  ___________________________________________________________________
 DN0655  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DN0655  DYNAMIC HT  -         209.145 (meters)     686.17  (feet)  COMP
 DN0655  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 DN0655
 DN0655  VERT ORDER  -  SECOND    CLASS 0
 DN0655
 DN0655.The horizontal coordinates were scaled from a topographic map and have
 DN0655.an estimated accuracy of +/- 6 seconds.
 DN0655
 DN0655.The orthometric height was determined by differential leveling
 DN0655.and adjusted by the National Geodetic Survey in June 1991..
 DN0655
 DN0655.The geoid height was determined by GEOID03.
 DN0655
 DN0655.The dynamic height is computed by dividing the NAVD 88
 DN0655.geopotential number by the normal gravity value computed on the
 DN0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0655.degrees latitude (g = 980.6199 gals.).
 DN0655
 DN0655.The modeled gravity was interpolated from observed gravity values.
 DN0655
 DN0655;                    North         East    Units  Estimated Accuracy
 DN0655;SPC TXNC     - 2,177,760.      729,730.      MT  (+/- 180 meters Scaled)
 DN0655
 DN0655                          SUPERSEDED SURVEY CONTROL
 DN0655
 DN0655  NGVD 29 (??/??/92)  209.360  (m)          686.88   (f) ADJ UNCH    2 0
 DN0655
 DN0655.Superseded values are not recommended for survey control.
 DN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0655.See file dsdata.txt to determine how the superseded data were derived.
 DN0655
 DN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB762819(NAD 83)
 DN0655_MARKER: DS = TRIANGULATION STATION DISK
 DN0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0655+STABILITY: SURFACE MOTION
 DN0655
 DN0655  HISTORY     - Date     Condition        Report By
 DN0655  HISTORY     - UNK      MONUMENTED       CGS
 DN0655  HISTORY     - 1960     GOOD             NGS
 DN0655  HISTORY     - 1987     GOOD             USPSQD
 DN0655  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0655
 DN0655                          STATION DESCRIPTION
 DN0655
 DN0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0655'IN DENTON.
 DN0655'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 DN0655'DENTON, DENTON COUNTY, 100 YARDS WEST OF THE HIGHWAY, 72.7 FEET
 DN0655'NORTHEAST OF THE NORTHWEST CORNER OF A FARMHOUSE, AT THE NORTH SIDE OF
 DN0655'THE FARMHOUSE YARD, 43 FEET NORTH OF A PICKET FENCE, 33.5 FEET NORTH
 DN0655'OF THE NORTHWEST CORNER OF A GARAGE, AND 1 FOOT WEST OF A WHITE WOODEN
 DN0655'WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 DN0655'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 DN0655'PROJECTING 1 INCH ABOVE GROUND.
 DN0655
 DN0655                          STATION RECOVERY (1987)
 DN0655
 DN0655'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 DN0655'RECOVERED IN GOOD CONDITION.
 DN0655
 DN0655                          STATION RECOVERY (1995)
 DN0655
 DN0655'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1951 ***********************************************************************
 FL1951  DESIGNATION -  TRIMMINS
 FL1951  PID         -  FL1951
 FL1951  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1951  USGS QUAD   -  SHAMROCK WEST (1978)
 FL1951
 FL1951                         *CURRENT SURVEY CONTROL
 FL1951  ___________________________________________________________________
 FL1951* NAD 83(1993)-  35 08 40.17585(N)    100 17 16.94021(W)     ADJUSTED  
 FL1951* NAVD 88     -       757.4    (meters)    2485.     (feet)  VERTCON   
 FL1951  ___________________________________________________________________
 FL1951  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FL1951  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL1951
 FL1951  HORZ ORDER  -  FIRST
 FL1951
 FL1951.The horizontal coordinates were established by classical geodetic methods
 FL1951.and adjusted by the National Geodetic Survey in February 1996..
 FL1951
 FL1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1951
 FL1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1951
 FL1951.The geoid height was determined by GEOID03.
 FL1951
 FL1951;                    North         East     Units Scale Factor Converg.
 FL1951;SPC TX N     - 1,127,643.187   310,431.506   MT  0.99992220   +0 42 08.5
 FL1951;SPC TX N     - 3,699,609.36  1,018,474.03   sFT  0.99992220   +0 42 08.5
 FL1951;UTM  14      - 3,889,826.267   382,667.942   MT  0.99976966   -0 44 29.5
 FL1951
 FL1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1951!SPC TX N     -   0.99988527  x   0.99992220  =   0.99980748
 FL1951!UTM  14      -   0.99988527  x   0.99976966  =   0.99965496
 FL1951
 FL1951|---------------------------------------------------------------------|
 FL1951| PID    Reference Object                     Distance      Geod. Az  |
 FL1951|                                                           dddmmss.s |
 FL1951| CL3462 TRIMMINS RM 1                        18.730 METERS 00148     |
 FL1951| CL3464 TRIMMINS RM 3                        18.370 METERS 00155     |
 FL1951| CL3461 TRIMMINS AZ MK                                     0182620.5 |
 FL1951| FL1947 SHAMROCK RADIO STA KEVA MAST        APPROX.10.7 KM 0185514.5 |
 FL1951| FL1948 SHAMROCK WATER TANK                 APPROX. 8.5 KM 0242711.9 |
 FL1951| EN0637 WELLINGTON MUNICIPAL TANK           APPROX.32.4 KM 1675921.8 |
 FL1951| CL3465 TRIMMINS RM 4                         8.992 METERS 26336     |
 FL1951| CL3463 TRIMMINS RM 2                        14.010 METERS 26811     |
 FL1951|---------------------------------------------------------------------|
 FL1951
 FL1951                          SUPERSEDED SURVEY CONTROL
 FL1951
 FL1951  NAD 83(1993)-  35 08 40.17665(N)    100 17 16.93998(W) AD(       ) 1
 FL1951  NAD 83(1986)-  35 08 40.17959(N)    100 17 16.93146(W) AD(       ) 1
 FL1951  NAD 27      -  35 08 39.99800(N)    100 17 15.50300(W) AD(       ) 1
 FL1951  NGVD 29 (07/19/86)  757.1    (m)         2484.     (f) VERT ANG       
 FL1951
 FL1951.Superseded values are not recommended for survey control.
 FL1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1951.See file dsdata.txt to determine how the superseded data were derived.
 FL1951
 FL1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8266889826(NAD 83)
 FL1951_MARKER: DS = TRIANGULATION STATION DISK
 FL1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1951_MARK LOGO: CGS   
 FL1951_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FL1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1951+STABILITY: SURFACE MOTION
 FL1951
 FL1951  HISTORY     - Date     Condition        Report By
 FL1951  HISTORY     - 1921     MONUMENTED       CGS
 FL1951  HISTORY     - 1935     GOOD             CGS
 FL1951  HISTORY     - 1951     GOOD             CGS
 FL1951  HISTORY     - 19840403 GOOD             NGS
 FL1951
 FL1951                          STATION DESCRIPTION
 FL1951
 FL1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1951'STATION IS ABOUT 4 MILES S AND 2 MILES W OF SHAMROCK, A TOWN
 FL1951'ON THE CHICAGO, ROCK ISLAND AND GULF RAILWAY, ON THE HIGHEST
 FL1951'POINT OF THE SOUTHERNMOST OF THE TWO MESAS, IN PASTURE LAND
 FL1951'BELONGING TO THE WILL IRON CATTLE COMPANY OF DENVER, COLORADO.
 FL1951'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISK
 FL1951'STATION MARKS IN CONCRETE.
 FL1951'REFERENCE MARK NO. 1 IS 18.73 METERS (61.4 FEET) FROM STATION,
 FL1951'N 01 DEG 48 MIN E.  REFERENCE MARK NO. 2, 14.01 METERS
 FL1951'(46.0 FEET) S 88 DEG 11 MIN W.
 FL1951
 FL1951                          STATION RECOVERY (1935)
 FL1951
 FL1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FL1951'STATION WAS RECOVERED AND MARK WAS FOUND TO BE IN GOOD CONDITION.
 FL1951'IT IS STAMPED TRIMMINS 1921.  REFERENCE MARKS COULD NOT BE
 FL1951'FOUND.
 FL1951'
 FL1951'STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY AND WAS USED
 FL1951'AS A LIGHT STAND ONLY.  ORIGINAL DESCRIPTION ADEQUATE.
 FL1951
 FL1951                          STATION RECOVERY (1951)
 FL1951
 FL1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1951'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1951'THE REFERENCE MARKS WERE NOT RECOVERED.  AN AZIMUTH MARK AND
 FL1951'TWO REFERENCE MARKS WERE SET BY THIS PARTY.
 FL1951'
 FL1951'A NEW DESCRIPTION FOLLOWS--
 FL1951'
 FL1951'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF SHAMROCK
 FL1951'AND ON A HIGH CULTIVATED MESA.  IT IS ON LAND OWNED BY THE
 FL1951'MILL IRON CATTLE CO.  THE MARK IS A BRONZE DISK STAMPED TRIMMINS
 FL1951'1921, AND SET IN A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FL1951'
 FL1951'REFERENCE MARK NO. 3 IS A BRONZE DISK STAMPED TRIMMINS NO 3
 FL1951'1951, AND SET IN A CONCRETE CYLINDER THAT IS 15 INCHES BELOW THE
 FL1951'SURFACE OF THE GROUND.
 FL1951'
 FL1951'REFERENCE MARK NO. 4 IS A BRONZE DISK STAMPED TRIMMINS NO 4
 FL1951'1951, AND SET IN A CONCRETE CYLINDER THAT IS 12 INCHES BELOW
 FL1951'THE SURFACE OF THE GROUND.
 FL1951'
 FL1951'THE AZIMUTH MARK IS 54 FEET SOUTH OF THE APPROXIMATE CENTER
 FL1951'OF A DIRT ROAD, 50 YARDS EAST OF A POINT WHERE THE ROAD TURNS
 FL1951'SOUTH, AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS A BRONZE
 FL1951'DISK STAMPED TRIMMINS 1951, AND SET IN A CONCRETE CYLINDER
 FL1951'THAT PROJECTS 4 INCHES.
 FL1951'
 FL1951'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 FL1951'AND 66 IN SHAMROCK.  GO SOUTH ON U.S. HIGHWAY 83 FOR 3.0 MILES
 FL1951'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 1.2 MILES
 FL1951'TO A CROSSROAD.  TURN LEFT AND FOLLOW MAIN ROAD FOR 2.1 MILES
 FL1951'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON
 FL1951'MAIN ROAD FOR 1.4 MILES TO A GATE ON THE RIGHT, JUST AFTER
 FL1951'PASSING A SMALL DRAW.  TURN RIGHT, PASS THROUGH THE GATE, AND
 FL1951'FOLLOW TRACK ROAD FOR 0.4 MILE TO THE TOP OF A MESA AND THE
 FL1951'STATION.
 FL1951
 FL1951                          STATION RECOVERY (1984)
 FL1951
 FL1951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 FL1951'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION WAS NOT OCCUPIED
 FL1951'AT THIS TIME BUT WAS USED AS AN AZIMUTH.  THE PROPERTY IS NOW OWNED BY
 FL1951'MR AUSTIN O NEILL WHO LIVES IN A HOUSE SOUTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7121 ***********************************************************************
 AW7121  DESIGNATION -  TRIN
 AW7121  PID         -  AW7121
 AW7121  STATE/COUNTY-  TX/CHAMBERS
 AW7121  USGS QUAD   -  UMBRELLA POINT (1994)
 AW7121
 AW7121                         *CURRENT SURVEY CONTROL
 AW7121  ___________________________________________________________________
 AW7121* NAD 83(1993)-  29 44 37.27091(N)    094 49 45.61843(W)     ADJUSTED  
 AW7121* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 AW7121  ___________________________________________________________________
 AW7121  X           -    -466,602.798 (meters)                     COMP
 AW7121  Y           -  -5,522,708.823 (meters)                     COMP
 AW7121  Z           -   3,145,723.104 (meters)                     COMP
 AW7121  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW7121  ELLIP HEIGHT-         -26.29  (meters)          (09/30/02) GPS OBS
 AW7121  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW7121
 AW7121  HORZ ORDER  -  SECOND
 AW7121  ELLP ORDER  -  FIFTH     CLASS I
 AW7121
 AW7121.The horizontal coordinates were established by GPS observations
 AW7121.and adjusted by the National Geodetic Survey in February 1996..
 AW7121
 AW7121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7121
 AW7121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7121
 AW7121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7121
 AW7121.The ellipsoidal height was determined by GPS observations
 AW7121.and is referenced to NAD 83.
 AW7121
 AW7121.The geoid height was determined by GEOID03.
 AW7121
 AW7121;                    North         East     Units Scale Factor Converg.
 AW7121;SPC TXSC     - 4,218,911.329 1,003,311.266   MT  0.99988860   +2 02 35.7
 AW7121;SPC TXSC     -13,841,544.92  3,291,697.05   sFT  0.99988860   +2 02 35.7
 AW7121;UTM  15      - 3,291,785.659   323,097.530   MT  0.99998613   -0 54 28.1
 AW7121
 AW7121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7121!SPC TXSC     -   1.00000413  x   0.99988860  =   0.99989273
 AW7121!UTM  15      -   1.00000413  x   0.99998613  =   0.99999026
 AW7121
 AW7121                          SUPERSEDED SURVEY CONTROL
 AW7121
 AW7121  ELLIP H (02/16/96)  -26.34   (m)                       GP(       ) 5 1
 AW7121  NAD 83(1993)-  29 44 37.28534(N)    094 49 45.60049(W) AD(       ) 2
 AW7121  NGVD 29 (12/08/93)    0.9    (m)            3.     (f) GPS OBS        
 AW7121
 AW7121.Superseded values are not recommended for survey control.
 AW7121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7121.See file dsdata.txt to determine how the superseded data were derived.
 AW7121
 AW7121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2309891786(NAD 83)
 AW7121_MARKER: DD = SURVEY DISK
 AW7121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7121_SP_SET: CONCRETE POST
 AW7121_STAMPING: TRIN 1993
 AW7121_MARK LOGO: NOS   
 AW7121_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7121+STABILITY: SURFACE MOTION
 AW7121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7121+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AW7121
 AW7121  HISTORY     - Date     Condition        Report By
 AW7121  HISTORY     - 1993     MONUMENTED       NOS
 AW7121  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 AW7121  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW7121  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW7121  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW7121
 AW7121                          STATION DESCRIPTION
 AW7121
 AW7121'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AW7121'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST OF BAYTOWN, ABOUT 1
 AW7121'KM (0.60 MI) NORTHEAST OF POINT BARROW, ALONG THE WEST SHORE OF
 AW7121'TRINITY BAY, AT THE BASE OF A BRUSH BLUFF, JUST INSHORE OF A CONCRETE
 AW7121'BULKHEAD WHICH IS TILTING SEAWARD.  TO REACH THE STATION FROM THE
 AW7121'JUNCTION OF TEXAS ROUTE 146 AND SPUR 55 ON THE EAST SIDE OF BAYTOWN,
 AW7121'GO EAST ON SPUR 55 FOR 2.9 MI (4.7 KM) TO STATE ROAD 1405, TURN RIGHT
 AW7121'AND PROCEED 3.9 MI (6.3 KM) TO STATE ROAD 2354.  TURN LEFT ON ROAD
 AW7121'2354 AND GO 8.25 MI (13.28 KM) TO MCCOLLUM PARK ROAD.  TURN RIGHT ON
 AW7121'MCCOLLUM PARK ROAD AND GO 1.3 MI (2.1 KM) TO A ROAD RIGHT AND
 AW7121'MCCOLLUM COUNTY PARK.  TURN RIGHT ON THIS ROAD AND GO 0.15 MI
 AW7121'(0.24 KM) TO ITS END.  THENCE PROCEED ON FOOT APPROXIMATELY 100 PACES
 AW7121'SOUTHWEST AND ALONG A DIRT PATH TO A CONCRETE BULKHEAD IN RUINS AND
 AW7121'LEANING 45 DEGREES SEAWARD.  THE STATION IS AN NOS ALUMINUM DISK WITH
 AW7121'A BAR MAGNET UNDER ITS CAP AND ATTACHED TO AN ALUMINUM ROD DRIVEN 1.2
 AW7121'M (3.9 FT) INTO THE GROUND, SURROUNDED BY A ROUND CONCRETE MONUMENT
 AW7121'AND ABOUT FLUSH WITH THE GROUND.  IT IS APPROXIMATELY 20 M (65.6 FT)
 AW7121'SOUTHEAST FROM THE TOP OF A HILL, AND 1 M (3.3 FT) NORTHWEST OF THE
 AW7121'BULKHEAD IN RUINS.
 AW7121
 AW7121                          STATION RECOVERY (1997)
 AW7121
 AW7121'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW7121'MARK NOT FOUND.
 AW7121
 AW7121                          STATION RECOVERY (2001)
 AW7121
 AW7121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW7121'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW7121
 AW7121                          STATION RECOVERY (2004)
 AW7121
 AW7121'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7121'MARK NOT FOUND.
 AW7121
 AW7121                          STATION RECOVERY (2005)
 AW7121
 AW7121'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW7121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2629 ***********************************************************************
 CS2629  DESIGNATION -  TRINIDAD
 CS2629  PID         -  CS2629
 CS2629  STATE/COUNTY-  TX/HENDERSON
 CS2629  USGS QUAD   -  MALAKOFF (1981)
 CS2629
 CS2629                         *CURRENT SURVEY CONTROL
 CS2629  ___________________________________________________________________
 CS2629* NAD 83(1993)-  32 08 52.27299(N)    096 05 54.76431(W)     ADJUSTED  
 CS2629* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 CS2629  ___________________________________________________________________
 CS2629  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CS2629  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS2629
 CS2629  HORZ ORDER  -  SECOND
 CS2629
 CS2629.The horizontal coordinates were established by classical geodetic methods
 CS2629.and adjusted by the National Geodetic Survey in February 1996..
 CS2629
 CS2629.The orthometric height was scaled from a topographic map.
 CS2629
 CS2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2629
 CS2629.The geoid height was determined by GEOID03.
 CS2629
 CS2629;                    North         East     Units Scale Factor Converg.
 CS2629;SPC TXNC     - 2,055,949.740   826,535.433   MT  0.99999601   +1 18 35.1
 CS2629;SPC TXNC     - 6,745,228.44  2,711,725.00   sFT  0.99999601   +1 18 35.1
 CS2629;UTM  14      - 3,560,513.386   773,668.284   MT  1.00052372   +1 32 41.4
 CS2629
 CS2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2629!SPC TXNC     -   0.99998924  x   0.99999601  =   0.99998525
 CS2629!UTM  14      -   0.99998924  x   1.00052372  =   1.00051296
 CS2629
 CS2629|---------------------------------------------------------------------|
 CS2629| PID    Reference Object                     Distance      Geod. Az  |
 CS2629|                                                           dddmmss.s |
 CS2629| CS2626 TRINIDAD 2                           28.114 METERS 00617     |
 CS2629| CY2497 TRINIDAD AZ MK                                     0920449.6 |
 CS2629| CY2498 TRINIDAD RM 1                        34.208 METERS 09226     |
 CS2629| CS2631 TRINIDAD TEX P AND L TALL TK        APPROX. 2.4 KM 1831200.7 |
 CS2629| CY2499 TRINIDAD RM 2                        32.031 METERS 18512     |
 CS2629| CS2630 TRINIDAD TEX P AND L LGE STK        APPROX. 2.4 KM 1861745.7 |
 CS2629| CS2628 BOUNDARY MARK 87 TEX POWER CO        61.388 METERS 23410     |
 CS2629|---------------------------------------------------------------------|
 CS2629
 CS2629                          SUPERSEDED SURVEY CONTROL
 CS2629
 CS2629  NAD 83(1986)-  32 08 52.27986(N)    096 05 54.74730(W) AD(       ) 2
 CS2629  NAD 27      -  32 08 51.73000(N)    096 05 53.85100(W) AD(       ) 2
 CS2629
 CS2629.Superseded values are not recommended for survey control.
 CS2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2629.See file dsdata.txt to determine how the superseded data were derived.
 CS2629
 CS2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7366860513(NAD 83)
 CS2629_MARKER: DS = TRIANGULATION STATION DISK
 CS2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2629
 CS2629  HISTORY     - Date     Condition        Report By
 CS2629  HISTORY     - 1947     MONUMENTED       CGS
 CS2629  HISTORY     - 1958     GOOD             USGS
 CS2629  HISTORY     - 1963     GOOD             LONESR
 CS2629  HISTORY     - 1967     GOOD             CGS
 CS2629  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS2629
 CS2629                          STATION DESCRIPTION
 CS2629
 CS2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2629'THE STATION IS LOCATED 0.5 MILE NORTHWEST OF TRINIDAD, 5.5
 CS2629'MILES WEST-SOUTHWEST OF MALAKOFF AND 0.1 MILE EAST OF THE
 CS2629'TRINITY RIVER.  IT IS AT THE SOUTH EDGE OF A COTTON FIELD,
 CS2629'44.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 31, 106.09 FEET
 CS2629'NORTH OF AN EAST-WEST FENCE LINE, 192 FEET EAST OF THE T.P.
 CS2629'AND L. POWER LINE AND 3 FEET EAST OF A 4-INCH SQUARE, WOODEN
 CS2629'WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED TRINIDAD
 CS2629'1947 AND IS FLUSH WITH THE GROUND.
 CS2629'
 CS2629'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF A COTTON FIELD
 CS2629'45 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 31.  IT
 CS2629'IS STAMPED TRINIDAD NO 1 1947 AND PROJECTS 6 INCHES.
 CS2629'
 CS2629'REFERENCE MARK NO. 2 IS 60 FEET SOUTH OF THE CENTER LINE
 CS2629'OF STATE HIGHWAY 31, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE
 CS2629'AND 44 FEET WEST OF THE WEST END OF A WIRE GATE.  IT IS
 CS2629'STAMPED TRINIDAD NO 2 1947 AND PROJECTS 6 INCHES.
 CS2629'
 CS2629'AZIMUTH MARK IS LOCATED IN THE NORTHEAST SECTION OF THE
 CS2629'JUNCTION OF STATE HIGHWAYS 274 AND 31.  IT IS 107 FEET EAST
 CS2629'OF THE CENTER OF THE EAST LANE OF ROUTE 274, 62 FEET NORTH
 CS2629'OF THE CENTER OF ROUTE 31, AND 3 FEET SOUTH OF A CONCRETE
 CS2629'POST (6 BY 8 INCHES PROJECTING 2 FEET) WITH A BRONZE MARK
 CS2629'ON THE WEST SIDE STAMPED TEXAS F.A.S. 129-A...STA 1-10.
 CS2629'THE AZIMUTH MARK IS STAMPED TRINIDAD 1947 AND IS FLUSH WITH
 CS2629'THE SURFACE OF THE GROUND.
 CS2629'
 CS2629'THE TEXAS POWER AND LIGHT CO. BOUNDARY MARK IS LOCATED IN
 CS2629'A T-FENCE CORNER AT A JOG IN THE FENCE LINE, 81 FEET SOUTH
 CS2629'OF STATE HIGHWAY 31 AND 46 FEET EAST OF THE T.P. AND L.
 CS2629'POWER LINE.  IT IS A BRONZE DISC SET IN CONCRETE STAMPED
 CS2629'T.P. AND L. CO. NE CORNER 87 AND PROJECTS 4 INCHES.  A
 CS2629'DIRECTION AND DISTANCE WAS TAKEN TO THIS MARK.
 CS2629'
 CS2629'REACHED FROM THE JUNCTION OF TEXAS STATE HIGHWAYS 31 AND
 CS2629'274 (0.5 MILE NORTH OF TRINIDAD) BY GOING WEST ON ROUTE
 CS2629'31 FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2629'
 CS2629'A 100 FOOT SIGNAL AT HALSEY IS VISIBLE AT 37 FEET.
 CS2629'
 CS2629'A 100 FOOT SIGNAL AT CAT IS VISIBLE AT 37 FEET.
 CS2629'
 CS2629'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 37 FEET.
 CS2629'
 CS2629'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2629
 CS2629                          STATION RECOVERY (1958)
 CS2629
 CS2629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2629'REFERENCE MARK 1 FOUND WITH TOP BROKEN OFF OF CONCRETE POST.
 CS2629
 CS2629                          STATION RECOVERY (1963)
 CS2629
 CS2629'RECOVERY NOTE BY LONE STAR GAS COMPANY 1963
 CS2629'STATION MARK, R.M. 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 CS2629'R.M. 1 DISK HAS BEEN KNOCKED OUT, BUT CONCRETE MONUMENT
 CS2629'STILL IN PLACE.  DESCRIPTION IS SATISFACTORY.
 CS2629
 CS2629                          STATION RECOVERY (1967)
 CS2629
 CS2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS2629'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CS2629'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 CS2629'FOUND TO HAVE BEEN DESTROYED.
 CS2629'
 CS2629'DUE TO ROAD IMPROVEMENTS THE STATION MARK AND AZIMUTH MARK
 CS2629'WERE TO BE DESTROYED IN THE NEAR FUTURE.  REFERENCE MARK
 CS2629'NO. 2 WAS OUT OF CONSTRUCTION AND WILL NOT BE DISTURBED.
 CS2629'
 CS2629'A NEW STATION WAS SET IN THE NEAR VICINITY AND ITS POSITION
 CS2629'DETERMINED BY TRAVERSE FROM TRINIDAD.  DISTANCE BEING 28.115
 CS2629'METERS (92.24 FEET) NORTH FROM TRIANGULATION STATION TRINIDAD
 CS2629'TO TRINIDAD 2.
 CS2629'
 CS2629'THE OLD SURFACE STATION MARK WAS DUG OUT TO INSPECT THE
 CS2629'UNDER GROUND STATION.  IT WAS FOUND THE SUB-MARK WAS STUCK
 CS2629'TO THE SURFACE MARK AND WAS DESTROYED WHEN THE SURFACE MONUMENT
 CS2629'WAS PULLED OUT OF THE GROUND.  THE AZIMUTH MARK WAS LEFT INTACT
 CS2629'BUT IT WILL BE DESTROYED WHEN CONSTRUCTION WORK BEGINS.
 CS2629'
 CS2629'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CS2629'
 CS2629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 CS2629'WEST
 CS2629
 CS2629                          STATION RECOVERY (1995)
 CS2629
 CS2629'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2626 ***********************************************************************
 CS2626  DESIGNATION -  TRINIDAD 2
 CS2626  PID         -  CS2626
 CS2626  STATE/COUNTY-  TX/HENDERSON
 CS2626  USGS QUAD   -  MALAKOFF (1981)
 CS2626
 CS2626                         *CURRENT SURVEY CONTROL
 CS2626  ___________________________________________________________________
 CS2626* NAD 83(1993)-  32 08 53.18023(N)    096 05 54.64702(W)     ADJUSTED  
 CS2626* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 CS2626  ___________________________________________________________________
 CS2626  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CS2626  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS2626
 CS2626  HORZ ORDER  -  THIRD
 CS2626
 CS2626.The horizontal coordinates were established by classical geodetic methods
 CS2626.and adjusted by the National Geodetic Survey in February 1996..
 CS2626.No horizontal observational check was made to the station.
 CS2626
 CS2626.The orthometric height was scaled from a topographic map.
 CS2626
 CS2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2626
 CS2626.The geoid height was determined by GEOID03.
 CS2626
 CS2626;                    North         East     Units Scale Factor Converg.
 CS2626;SPC TXNC     - 2,055,977.748   826,537.867   MT  0.99999594   +1 18 35.1
 CS2626;SPC TXNC     - 6,745,320.33  2,711,732.99   sFT  0.99999594   +1 18 35.1
 CS2626;UTM  14      - 3,560,541.419   773,670.605   MT  1.00052373   +1 32 41.5
 CS2626
 CS2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2626!SPC TXNC     -   0.99998893  x   0.99999594  =   0.99998487
 CS2626!UTM  14      -   0.99998893  x   1.00052373  =   1.00051265
 CS2626
 CS2626:                Primary Azimuth Mark                     Grid Az
 CS2626:SPC TXNC     -  TRINIDAD 2 AZ MK                         086 16 20.5
 CS2626:UTM  14      -  TRINIDAD 2 AZ MK                         086 02 14.1
 CS2626
 CS2626|---------------------------------------------------------------------|
 CS2626| PID    Reference Object                     Distance      Geod. Az  |
 CS2626|                                                           dddmmss.s |
 CS2626| CY2500 TRINIDAD 2 AZ MK                                   0873455.6 |
 CS2626| CY2497 TRINIDAD AZ MK                                     0950745.0 |
 CS2626| CS2631 TRINIDAD TEX P AND L TALL TK        APPROX. 2.4 KM 1831409.4 |
 CS2626| CY2499 TRINIDAD RM 2                        60.110 METERS 18543     |
 CS2626| CS2629 TRINIDAD                             28.114 METERS 18617     |
 CS2626| CS2628 BOUNDARY MARK 87 TEX POWER CO        82.907 METERS 21936     |
 CS2626| CY2501 TRINIDAD 2 RM 3                      22.929 METERS 27620     |
 CS2626|---------------------------------------------------------------------|
 CS2626
 CS2626                          SUPERSEDED SURVEY CONTROL
 CS2626
 CS2626  NAD 83(1986)-  32 08 53.18640(N)    096 05 54.63008(W) AD(       ) 3
 CS2626  NAD 27      -  32 08 52.63730(N)    096 05 53.73367(W) AD(       ) 3
 CS2626
 CS2626.Superseded values are not recommended for survey control.
 CS2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2626.See file dsdata.txt to determine how the superseded data were derived.
 CS2626
 CS2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7367160541(NAD 83)
 CS2626_MARKER: DS = TRIANGULATION STATION DISK
 CS2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2626
 CS2626  HISTORY     - Date     Condition        Report By
 CS2626  HISTORY     - 1967     MONUMENTED       CGS
 CS2626  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS2626
 CS2626                          STATION DESCRIPTION
 CS2626
 CS2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS2626'THE STATION IS ABOUT 5.5 MILES WEST OF MALAKOFF, 0.5 MILE WEST
 CS2626'OF TRINIDAD, 0.25 MILE EAST OF THE TRINITY RIVER BRIDGE,
 CS2626'ALONG THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 31.
 CS2626'
 CS2626'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 31
 CS2626'AND 274 IN TRINIDAD, GO WEST ON STATE HIGHWAY 31 FOR 0.3
 CS2626'MILE TO STATION ON RIGHT.  TO REACH AZIMUTH MARK FROM THE SAME
 CS2626'JUNCTION, GO NORTH ON STATE HIGHWAY 274 FOR 0.1 MILE TO
 CS2626'MARK ON THE LEFT.
 CS2626'
 CS2626'STATION MARKS ARE STANDARD DISKS, STAMPED TRINIDAD 2 1967.
 CS2626'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CS2626'WITH THE SURFACE OF GROUND.  IT IS 246 FEET EAST OF A FENCE
 CS2626'LINE (MEASURED ALONG THE R-O-W) 108 FEET NORTH OF THE CENTER
 CS2626'LINE OF HIGHWAY AND 2.5 FEET WEST OF A METAL WITNESS POST.
 CS2626'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CS2626'3 FEET BELOW THE SURFACE OF GROUND.
 CS2626'
 CS2626'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED TRINIDAD NO
 CS2626'2 1947, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 CS2626'6 INCHES ABOVE GROUND.  IT IS AT THE SOUTH RIGHT-OF-WAY
 CS2626'FENCE, 60 FEET SOUTH OF THE EAST BOUND TRAFFIC LANE AND
 CS2626'53 FEET WEST OF CENTER OF A GATE.
 CS2626'
 CS2626'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED TRINIDAD 2
 CS2626'NO 3 1967, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CS2626'WITH THE SURFACE OF GROUND.  IT IS AT THE NORTH RIGHT-OF-WAY,
 CS2626'169 FEET EAST OF A FENCE LINE, 116 FEET NORTH OF CENTER LINE
 CS2626'OF HIGHWAY AND 1 FOOT EAST OF A METAL WITNESS POST.
 CS2626'
 CS2626'THE TEXAS POWER AND LIGHT COMPANY BOUNDRY MARK 87, IS A
 CS2626'BRONZE DISK STAMPED TPL CO NE CORNER 87, SET IN AN IRREGULAR
 CS2626'MASS OF CONCRETE WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT
 CS2626'IS 81 FEET SOUTH OF EAST BOUND TRAFFIC LANE, 46 FEET EAST
 CS2626'OF A POWER LINE AND IS AT A FENCE CORNER.
 CS2626'
 CS2626'AZIMUTH MARK, A STANDARD DISK, STAMPED TRINIDAD 2 1967, IS
 CS2626'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES
 CS2626'ABOVE GROUND.  IT IS 203 FEET NORTH OF THE CENTER LINE OF STATE
 CS2626'HIGHWAY 31, 57 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 CS2626'274, 4 FEET NORTH OF A POWER LINE POLE AND 1 FOOT SOUTH OF A
 CS2626'METAL WITNESS POST.
 CS2626'
 CS2626'TRINIDAD 1947 TO TRINIDAD 2 1967 = - 0.105 FEET.
 CS2626'
 CS2626'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS2626
 CS2626                          STATION RECOVERY (1995)
 CS2626
 CS2626'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2630 ***********************************************************************
 CS2630  DESIGNATION -  TRINIDAD TEX P AND L LGE STK
 CS2630  PID         -  CS2630
 CS2630  STATE/COUNTY-  TX/HENDERSON
 CS2630  USGS QUAD   -  MALAKOFF (1981)
 CS2630
 CS2630                         *CURRENT SURVEY CONTROL
 CS2630  ___________________________________________________________________
 CS2630* NAD 83(1993)-  32 07 35.09980(N)    096 06 04.77004(W)     ADJUSTED  
 CS2630* NAVD 88     -                                                        
 CS2630  ___________________________________________________________________
 CS2630  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CS2630  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS2630
 CS2630  HORZ ORDER  -  THIRD
 CS2630
 CS2630.The horizontal coordinates were established by classical geodetic methods
 CS2630.and adjusted by the National Geodetic Survey in February 1996..
 CS2630
 CS2630
 CS2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2630
 CS2630.The geoid height was determined by GEOID03.
 CS2630
 CS2630;                    North         East     Units Scale Factor Converg.
 CS2630;SPC TXNC     - 2,053,567.241   826,327.565   MT  1.00000192   +1 18 29.6
 CS2630;SPC TXNC     - 6,737,411.86  2,711,043.02   sFT  1.00000192   +1 18 29.6
 CS2630;SPC TX C     - 3,280,291.927 1,099,279.474   MT  1.00007435   +2 10 47.0
 CS2630;SPC TX C     -10,762,091.10  3,606,552.74   sFT  1.00007435   +2 10 47.0
 CS2630;UTM  14      - 3,558,128.806   773,470.072   MT  1.00052238   +1 32 32.8
 CS2630
 CS2630                          SUPERSEDED SURVEY CONTROL
 CS2630
 CS2630  NAD 83(1986)-  32 07 35.10648(N)    096 06 04.75272(W) AD(       ) 4
 CS2630  NAD 27      -  32 07 34.55200(N)    096 06 03.85600(W) AD(       ) 3
 CS2630
 CS2630.Superseded values are not recommended for survey control.
 CS2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2630.See file dsdata.txt to determine how the superseded data were derived.
 CS2630
 CS2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7347058129(NAD 83)
 CS2630_MARKER: 63 = STACK
 CS2630
 CS2630  HISTORY     - Date     Condition        Report By
 CS2630  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS2630  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS2630
 CS2630                          STATION DESCRIPTION
 CS2630
 CS2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CS2630'IT IS LOCATED ABOUT 1/2 MILE SOUTH-SOUTHWEST OF THE TOWN OF
 CS2630'TRINIDAD AND ON TOP OF THE TEXAS POWER AND LIGHT CO. PLANT
 CS2630'BUILDING.  IT IS THE MOST NORTHERLY STACK IN A GROUP OF THREE
 CS2630'AND IS THE LARGEST IN DIAMETER.  THE TOP OF THE STACKS ARE
 CS2630'288 FEET ABOVE THE GROUND.  THE TOP AND CENTER OF THE STACK
 CS2630'WAS OBSERVED.
 CS2630
 CS2630                          STATION RECOVERY (1995)
 CS2630
 CS2630'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2631 ***********************************************************************
 CS2631  DESIGNATION -  TRINIDAD TEX P AND L TALL TK
 CS2631  PID         -  CS2631
 CS2631  STATE/COUNTY-  TX/HENDERSON
 CS2631  USGS QUAD   -  MALAKOFF (1981)
 CS2631
 CS2631                         *CURRENT SURVEY CONTROL
 CS2631  ___________________________________________________________________
 CS2631* NAD 83(1993)-  32 07 34.76092(N)    096 05 59.85715(W)     ADJUSTED  
 CS2631* NAVD 88     -                                                        
 CS2631  ___________________________________________________________________
 CS2631  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CS2631  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS2631
 CS2631  HORZ ORDER  -  THIRD
 CS2631
 CS2631.The horizontal coordinates were established by classical geodetic methods
 CS2631.and adjusted by the National Geodetic Survey in February 1996..
 CS2631
 CS2631
 CS2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2631
 CS2631.The geoid height was determined by GEOID03.
 CS2631
 CS2631;                    North         East     Units Scale Factor Converg.
 CS2631;SPC TXNC     - 2,053,559.746   826,456.547   MT  1.00000195   +1 18 32.3
 CS2631;SPC TXNC     - 6,737,387.27  2,711,466.19   sFT  1.00000195   +1 18 32.3
 CS2631;SPC TX C     - 3,280,286.395 1,099,408.564   MT  1.00007432   +2 10 49.6
 CS2631;SPC TX C     -10,762,072.95  3,606,976.26   sFT  1.00007432   +2 10 49.6
 CS2631;UTM  14      - 3,558,121.835   773,599.151   MT  1.00052326   +1 32 35.4
 CS2631
 CS2631                          SUPERSEDED SURVEY CONTROL
 CS2631
 CS2631  NAD 83(1986)-  32 07 34.76667(N)    096 05 59.84442(W) AD(       ) 4
 CS2631  NAD 27      -  32 07 34.21000(N)    096 05 58.95700(W) AD(       ) 3
 CS2631
 CS2631.Superseded values are not recommended for survey control.
 CS2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2631.See file dsdata.txt to determine how the superseded data were derived.
 CS2631
 CS2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7359958122(NAD 83)
 CS2631_MARKER: 51 = TANK
 CS2631
 CS2631  HISTORY     - Date     Condition        Report By
 CS2631  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS2631  HISTORY     - 19950909 GOOD             USPSQD
 CS2631
 CS2631                          STATION DESCRIPTION
 CS2631
 CS2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CS2631'IT IS LOCATED ABOUT 1/2 MILE SOUTH-SOUTHWEST OF THE TOWN
 CS2631'OF TRINIDAD AND NEAR THE THREE STACKS.  IT IS A SILVER-COLORED,
 CS2631'ELEVATED TANK AND THE TALLER OF TWO.  IT IS 130 FEET IN HEIGHT.
 CS2631'THE BALL ON APEX OF THE TANK WAS OBSERVED.
 CS2631
 CS2631                          STATION RECOVERY (1995)
 CS2631
 CS2631'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2633 ***********************************************************************
 CS2633  DESIGNATION -  TRINIDAD TEX P AND L SHORT TK
 CS2633  PID         -  CS2633
 CS2633  STATE/COUNTY-  TX/HENDERSON
 CS2633  USGS QUAD   -  MALAKOFF (1981)
 CS2633
 CS2633                         *CURRENT SURVEY CONTROL
 CS2633  ___________________________________________________________________
 CS2633* NAD 83(1993)-  32 07 33.57521(N)    096 05 58.57940(W)     ADJUSTED  
 CS2633* NAVD 88     -                                                        
 CS2633  ___________________________________________________________________
 CS2633  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CS2633  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS2633
 CS2633  HORZ ORDER  -  THIRD
 CS2633
 CS2633.The horizontal coordinates were established by classical geodetic methods
 CS2633.and adjusted by the National Geodetic Survey in February 1996..
 CS2633
 CS2633
 CS2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2633
 CS2633.The geoid height was determined by GEOID03.
 CS2633
 CS2633;                    North         East     Units Scale Factor Converg.
 CS2633;SPC TXNC     - 2,053,523.998   826,490.865   MT  1.00000204   +1 18 33.0
 CS2633;SPC TXNC     - 6,737,269.98  2,711,578.78   sFT  1.00000204   +1 18 33.0
 CS2633;SPC TX C     - 3,280,251.170 1,099,443.424   MT  1.00007421   +2 10 50.2
 CS2633;SPC TX C     -10,761,957.38  3,607,090.63   sFT  1.00007421   +2 10 50.2
 CS2633;UTM  14      - 3,558,086.209   773,633.633   MT  1.00052349   +1 32 36.0
 CS2633
 CS2633                          SUPERSEDED SURVEY CONTROL
 CS2633
 CS2633  NAD 83(1986)-  32 07 33.58239(N)    096 05 58.56272(W) AD(       ) 4
 CS2633  NAD 27      -  32 07 33.02400(N)    096 05 57.68200(W) AD(       ) 3
 CS2633
 CS2633.Superseded values are not recommended for survey control.
 CS2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2633.See file dsdata.txt to determine how the superseded data were derived.
 CS2633
 CS2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7363458086(NAD 83)
 CS2633_MARKER: 53 = ELEVATED TANK
 CS2633
 CS2633  HISTORY     - Date     Condition        Report By
 CS2633  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS2633  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS2633
 CS2633                          STATION DESCRIPTION
 CS2633
 CS2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CS2633'IT IS LOCATED ABOUT 1/2 MILE SOUTH-SOUTHWEST OF THE TOWN
 CS2633'OF TRINIDAD AND NEAR THE THREE STACKS.  IT IS A SILVER-PAINTED,
 CS2633'ELEVATED TANK AND IS THE SHORTER OF TWO.  IT IS 90 FEET IN
 CS2633'HEIGHT.  THE BALL ON APEX OF TANK WAS OBSERVED.
 CS2633
 CS2633                          STATION RECOVERY (1995)
 CS2633
 CS2633'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1287 ***********************************************************************
 DN1287  DESIGNATION -  TRINITY
 DN1287  PID         -  DN1287
 DN1287  STATE/COUNTY-  TX/COOKE
 DN1287  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN1287
 DN1287                         *CURRENT SURVEY CONTROL
 DN1287  ___________________________________________________________________
 DN1287* NAD 83(1993)-  33 36 23.84068(N)    097 14 06.32514(W)     ADJUSTED  
 DN1287* NAVD 88     -       277.9    (meters)     912.     (feet)  VERTCON   
 DN1287  ___________________________________________________________________
 DN1287  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DN1287  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DN1287
 DN1287  HORZ ORDER  -  SECOND
 DN1287
 DN1287.The horizontal coordinates were established by classical geodetic methods
 DN1287.and adjusted by the National Geodetic Survey in February 1996..
 DN1287
 DN1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1287
 DN1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1287
 DN1287.The geoid height was determined by GEOID03.
 DN1287
 DN1287;                    North         East     Units Scale Factor Converg.
 DN1287;SPC TXNC     - 2,215,832.386   717,382.027   MT  0.99991941   +0 41 23.5
 DN1287;SPC TXNC     - 7,269,776.75  2,353,610.87   sFT  0.99991941   +0 41 23.5
 DN1287;UTM  14      - 3,719,936.568   663,743.146   MT  0.99993055   +0 58 37.5
 DN1287
 DN1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1287!SPC TXNC     -   0.99996037  x   0.99991941  =   0.99987978
 DN1287!UTM  14      -   0.99996037  x   0.99993055  =   0.99989092
 DN1287
 DN1287:                Primary Azimuth Mark                     Grid Az
 DN1287:SPC TXNC     -  GAINESVILLE W MUNICIPAL TANK             074 41 05.6
 DN1287:UTM  14      -  GAINESVILLE W MUNICIPAL TANK             074 23 51.6
 DN1287
 DN1287|---------------------------------------------------------------------|
 DN1287| PID    Reference Object                     Distance      Geod. Az  |
 DN1287|                                                           dddmmss.s |
 DN1287| DN1288 GAINESVILLE W MUNICIPAL TANK        APPROX. 7.9 KM 0752229.1 |
 DN1287| DN1293 GAINESVILLE E MUNICIPAL TANK        APPROX. 9.8 KM 0774835.0 |
 DN1287| DN1282 GAINESVILLE RAD STA KGAF MAST       APPROX.12.1 KM 0781449.0 |
 DN1287| DN1283 STATE SCH FOR GIRLS WATER TANK      APPROX.13.6 KM 0802445.5 |
 DN1287| CY2502 TRINITY AZ MK                                      0920748.3 |
 DN1287| CY2503 TRINITY RM 1                         27.029 METERS 09820     |
 DN1287| DN1319 VALLEY VIEW MUNICIPAL TANK          APPROX.14.5 KM 1533157.1 |
 DN1287| DN1298 MUENSTER MUNICIPAL TANK             APPROX.13.9 KM 2904154.1 |
 DN1287| DN1304 MUENSTER CATHOLIC CHURCH SPIRE      APPROX.14.1 KM 2922004.7 |
 DN1287| CY2504 TRINITY RM 2                         27.498 METERS 34818     |
 DN1287|---------------------------------------------------------------------|
 DN1287
 DN1287                          SUPERSEDED SURVEY CONTROL
 DN1287
 DN1287  NAD 83(1993)-  33 36 23.84125(N)    097 14 06.32279(W) AD(       ) 2
 DN1287  NAD 83(1986)-  33 36 23.84609(N)    097 14 06.31355(W) AD(       ) 2
 DN1287  NAD 27      -  33 36 23.45560(N)    097 14 05.25900(W) AD(       ) 2
 DN1287  NGVD 29 (07/26/91)  277.9    (m)          912.     (f) VERT ANG       
 DN1287
 DN1287.Superseded values are not recommended for survey control.
 DN1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1287.See file dsdata.txt to determine how the superseded data were derived.
 DN1287
 DN1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6374319937(NAD 83)
 DN1287_MARKER: DS = TRIANGULATION STATION DISK
 DN1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1287+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 DN1287
 DN1287  HISTORY     - Date     Condition        Report By
 DN1287  HISTORY     - 1955     MONUMENTED       CGS
 DN1287  HISTORY     - 1958     GOOD             USGS
 DN1287  HISTORY     - 1986     GOOD             DMA
 DN1287  HISTORY     - 19950602 GOOD             USPSQD
 DN1287  HISTORY     - 20040730 GOOD             INDIV
 DN1287  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 DN1287
 DN1287                          STATION DESCRIPTION
 DN1287
 DN1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1287'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF GAINESVILLE,
 DN1287'AND ABOUT 2.5 MILES SOUTHWEST OF LINDSAY ON PROPERTY OWNED
 DN1287'BY MR. J.W. NEU.  IT IS 29 FEET NORTH OF THE CENTER OF A
 DN1287'GRAVELED ROAD, 21 FEET EAST OF A FENCE, 11 FEET NORTHEAST
 DN1287'OF AN EAST GATE POST, AND 10 FEET NORTH OF A WITNESS POST.
 DN1287'IT IS SET FLUSH AND THE DISK IS STAMPED TRINITY 1955.
 DN1287'
 DN1287'R.M. NO. 1 IS 17 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 DN1287'AND 1 FOOT SOUTH OF A FENCE.  IT IS SET FLUSH AND THE DISK
 DN1287'IS STAMPED TRINITY NO 1 1955.
 DN1287'
 DN1287'R.M. NO. 2 IS 98.5 FEET NORTH OF A WEST GATE POST, AND 1
 DN1287'FOOT EAST OF A FENCE.  IT IS SET FLUSH AND THE DISK IS STAMPED
 DN1287'TRINITY NO 2 1955.
 DN1287'
 DN1287'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF A GRAVELED
 DN1287'ROAD, 4 FEET WEST OF A WITNESS POST, AND 1 FOOT NORTH OF
 DN1287'AN EAST GATE POST.  IT PROJECTS 6 INCHES AND THE DISK IS
 DN1287'STAMPED TRINITY 1955.
 DN1287'
 DN1287'TO REACH THE STATION FROM THE POST OFFICE IN LINDSAY, GO
 DN1287'EAST ON STATE FARM ROAD 1199 FOR 0.05 MILE TO A GRAVELED
 DN1287'ROAD RIGHT, HERE TURN RIGHT AND GO SOUTH, EAST, AND SOUTH
 DN1287'FOR 0.5 MILE TO A LARGE STEEL BRIDGE ACROSS THE TRINITY
 DN1287'RIVER, CROSS THE BRIDGE AND CONTINUE SOUTH FOR 1.65 MILES
 DN1287'TO A T-ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.35 MILE,
 DN1287'(AZIMUTH MARK ON THE LEFT AS DESCRIBED), CONTINUE AHEAD,
 DN1287'WEST, FOR 0.75 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DN1287
 DN1287                          STATION RECOVERY (1958)
 DN1287
 DN1287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1287'RECOVERED BY USGS IN 1958.
 DN1287'
 DN1287'STATION MARK--A STANDARD USC AND GS TABLET IN A CONCRETE POST FLUSH
 DN1287'WITH THE GROUND AND STAMPED---TRINITY 1955---.
 DN1287
 DN1287                          STATION RECOVERY (1986)
 DN1287
 DN1287'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (RZC)
 DN1287'RECOVERED IN GOOD CONDITION.
 DN1287
 DN1287                          STATION RECOVERY (1995)
 DN1287
 DN1287'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1287'RECOVERED IN GOOD CONDITION.
 DN1287
 DN1287                          STATION RECOVERY (2004)
 DN1287
 DN1287'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (IJS)
 DN1287'RECOVERED IN GOOD CONDITION.
 DN1287
 DN1287                          STATION RECOVERY (2005)
 DN1287
 DN1287'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 DN1287'NEW CATTLE GUARD, GATE AND FENCE AT STATION SITE.
 DN1287'R.M. NO. 1 NOT FOUND
 DN1287'R.M. NO. 2 NOT FOUND
 DN1287'AZIMUTH MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0849 ***********************************************************************
 EN0849  DESIGNATION -  TRINITY
 EN0849  PID         -  EN0849
 EN0849  STATE/COUNTY-  TX/FLOYD
 EN0849  USGS QUAD   -  AIKEN (1968)
 EN0849
 EN0849                         *CURRENT SURVEY CONTROL
 EN0849  ___________________________________________________________________
 EN0849* NAD 83(1993)-  34 13 41.56628(N)    101 30 28.98768(W)     ADJUSTED  
 EN0849* NAVD 88     -      1012.     (meters)    3320.     (feet)  SCALED    
 EN0849  ___________________________________________________________________
 EN0849  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 EN0849  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EN0849
 EN0849  HORZ ORDER  -  SECOND
 EN0849
 EN0849.The horizontal coordinates were established by classical geodetic methods
 EN0849.and adjusted by the National Geodetic Survey in February 1996..
 EN0849
 EN0849.The orthometric height was scaled from a topographic map.
 EN0849
 EN0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0849
 EN0849.The geoid height was determined by GEOID03.
 EN0849
 EN0849;                    North         East     Units Scale Factor Converg.
 EN0849;SPC TXNC     - 2,288,040.472   322,861.860   MT  1.00008345   -1 38 26.1
 EN0849;SPC TXNC     - 7,506,679.45  1,059,255.95   sFT  1.00008345   -1 38 26.1
 EN0849;SPC TX N     - 1,025,318.666   199,258.008   MT  1.00012444   -0 00 16.8
 EN0849;SPC TX N     - 3,363,899.66    653,732.31   sFT  1.00012444   -0 00 16.8
 EN0849;UTM  14      - 3,790,305.439   268,980.736   MT  1.00025792   -1 24 41.0
 EN0849
 EN0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0849!SPC TXNC     -   0.99984529  x   1.00008345  =   0.99992873
 EN0849!SPC TX N     -   0.99984529  x   1.00012444  =   0.99996972
 EN0849!UTM  14      -   0.99984529  x   1.00025792  =   1.00010318
 EN0849
 EN0849|---------------------------------------------------------------------|
 EN0849| PID    Reference Object                     Distance      Geod. Az  |
 EN0849|                                                           dddmmss.s |
 EN0849| CJ8675 TRINITY RM 1                         30.495 METERS 02922     |
 EN0849| CJ8674 TRINITY AZ MK                                      2700135.0 |
 EN0849| CJ8676 TRINITY RM 2                         27.931 METERS 29934     |
 EN0849|---------------------------------------------------------------------|
 EN0849
 EN0849                          SUPERSEDED SURVEY CONTROL
 EN0849
 EN0849  NAD 83(1993)-  34 13 41.56848(N)    101 30 28.98487(W) AD(       ) 2
 EN0849  NAD 83(1986)-  34 13 41.57236(N)    101 30 28.98238(W) AD(       ) 2
 EN0849  NAD 27      -  34 13 41.31908(N)    101 30 27.37838(W) AD(       ) 2
 EN0849
 EN0849.Superseded values are not recommended for survey control.
 EN0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0849.See file dsdata.txt to determine how the superseded data were derived.
 EN0849
 EN0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC6898190305(NAD 83)
 EN0849_MARKER: DS = TRIANGULATION STATION DISK
 EN0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0849
 EN0849  HISTORY     - Date     Condition        Report By
 EN0849  HISTORY     - 1964     MONUMENTED       CGS
 EN0849  HISTORY     - 1971     GOOD             DMA
 EN0849
 EN0849                          STATION DESCRIPTION
 EN0849
 EN0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0849'THE STATION IS ABOUT 20-1/2 MILES SOUTHWEST OF SILVERTON, 11 MILES
 EN0849'EAST OF PLAINVIEW AND 8 MILES NORTHWEST OF LOCKNEY, ON THE SOUTH
 EN0849'SIDE OF A GRADED ROAD, ON PROPERTY OWNED BY MR. EWELD QUEBE.
 EN0849'
 EN0849'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM
 EN0849'ROAD 378 AT THE SOUTHWEST EDGE OF LOCKNEY, WHERE FARM ROAD 378 GOES
 EN0849'SOUTH, GO WEST AND NORTHWEST ON U.S. HIGHWAY 70 FOR 4.7 MILES TO
 EN0849'THE JUNCTION WITH FARM ROAD 2301 ON THE RIGHT.  TURN RIGHT AND GO
 EN0849'NORTH ON FARM ROAD 2301 FOR 4.2 MILES TO A CROSSROAD AND FARM ROAD
 EN0849'2286 ON THE LEFT.  CONTINUE NORTH ON FARM ROAD 2301 FOR 2.1 MILES
 EN0849'TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF
 EN0849'THE ROADS.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.7 MILE TO A
 EN0849'SMALL FARM HOUSE AND THE STATION ON THE RIGHT.
 EN0849'
 EN0849'STATION MARK IS A STANDARD DISK, STAMPED TRINITY 1964, SET IN THE TOP
 EN0849'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 EN0849'IS 71 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE,
 EN0849'59 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD, 45.5 FEET SOUTH OF
 EN0849'A TRANSFORMER POLE AND 6.5 FEET EAST OF A WITNESS POST.
 EN0849'
 EN0849'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TRINITY NO 1 1964, SET
 EN0849'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 EN0849'IS 68 FEET NORTHEAST OF THE TRANSFORMER POLE, 18 FEET NORTH OF THE
 EN0849'CENTERLINE OF THE GRADED ROAD, 1 FOOT NORTH OF A WIRE FENCE AND
 EN0849'ABOUT 1 FOOT HIGHER THAN THE STATION.
 EN0849'
 EN0849'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TRINITY NO 2 1964, SET
 EN0849'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 EN0849'IS 74.5 FEET WEST OF THE TRANSFORMER POLE, 21 FEET SOUTH OF THE
 EN0849'CENTERLINE OF THE GRADED ROAD, 1 FOOT SOUTH OF A WIRE FENCE
 EN0849'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0849'
 EN0849'AZIMUTH MARK IS A STANDARD DISK, STAMPED TRINITY 1964, SET IN THE TOP
 EN0849'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 53
 EN0849'FEET EAST OF THE CENTERLINE OF FARM ROAD 2301, 23 FEET SOUTH OF THE
 EN0849'CENTERLINE OF A GRADED ROAD, 7 FEET SOUTHEAST OF A POWERLINE
 EN0849'POLE AND 3 FEET WEST OF A WITNESS POST.
 EN0849'
 EN0849'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EN0849
 EN0849                          STATION RECOVERY (1971)
 EN0849
 EN0849'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 EN0849'STATION, RM1, RM 2, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 EN0849'
 EN0849'1964 ROUTE DESCRIPTION ADEQUATE.
 EN0849'
 EN0849'USC AND GS UNADJUSTED FIELD DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6057 ***********************************************************************
 AW6057  DESIGNATION -  TRINITY 1933
 AW6057  PID         -  AW6057
 AW6057  STATE/COUNTY-  TX/CHAMBERS
 AW6057  USGS QUAD   -  ANAHUAC (1993)
 AW6057
 AW6057                         *CURRENT SURVEY CONTROL
 AW6057  ___________________________________________________________________
 AW6057* NAD 83(1993)-  29 48 55.18623(N)    094 43 56.80082(W)     ADJUSTED  
 AW6057* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AW6057  ___________________________________________________________________
 AW6057  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW6057  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW6057
 AW6057  HORZ ORDER  -  THIRD
 AW6057
 AW6057.The horizontal coordinates were established by classical geodetic methods
 AW6057.and adjusted by the National Geodetic Survey in February 1996..
 AW6057
 AW6057.The orthometric height was scaled from a topographic map.
 AW6057
 AW6057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6057
 AW6057.The geoid height was determined by GEOID03.
 AW6057
 AW6057;                    North         East     Units Scale Factor Converg.
 AW6057;SPC TXSC     - 4,227,184.771 1,012,387.282   MT  0.99989828   +2 05 26.6
 AW6057;SPC TXSC     -13,868,688.70  3,321,473.94   sFT  0.99989828   +2 05 26.6
 AW6057;UTM  15      - 3,299,581.326   332,588.228   MT  0.99994580   -0 51 41.7
 AW6057
 AW6057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6057!SPC TXSC     -   1.00000430  x   0.99989828  =   0.99990258
 AW6057!UTM  15      -   1.00000430  x   0.99994580  =   0.99995010
 AW6057
 AW6057                          SUPERSEDED SURVEY CONTROL
 AW6057
 AW6057  NAD 83(1986)-  29 48 55.20337(N)    094 43 56.78244(W) AD(       ) 3
 AW6057  NAD 27      -  29 48 54.40722(N)    094 43 56.07671(W) AD(       ) 3
 AW6057
 AW6057.Superseded values are not recommended for survey control.
 AW6057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6057.See file dsdata.txt to determine how the superseded data were derived.
 AW6057
 AW6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3258899581(NAD 83)
 AW6057_MARKER: DS = TRIANGULATION STATION DISK
 AW6057_SETTING: 0 = UNSPECIFIED SETTING
 AW6057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6057
 AW6057  HISTORY     - Date     Condition        Report By
 AW6057  HISTORY     - 1933     MONUMENTED       CGS
 AW6057
 AW6057                          STATION DESCRIPTION
 AW6057
 AW6057'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6057'ABOUT 1-1/2 MILES S OF WALLISVILLE, ON THE E BANK OF TRINITY
 AW6057'RIVER, ABOUT 0.85 MILE N OF THE INTERSECTION OF THE N BANK
 AW6057'OF OLD RIVER AND THE W BANK OF TRINITY RIVER, 583 METERS NW
 AW6057'OF THE CONFLUENCE OF HOG BAYOU CANAL AND TRINITY RIVER, 72
 AW6057'METERS E OF THE E BANK OF TRINITY RIVER, AND 80 METERS W OF
 AW6057'HOG BAYOU CANAL.
 AW6057'
 AW6057'STATION IS MARKED BY A SECTION OF STOVE PIPE, FILLED WITH
 AW6057'CONCRETE AND FASTENED TO A PILE DRIVEN INTO THE MARSH, WITH A
 AW6057'BRONZE DISK IN THE TOP.
 AW6057'
 AW6057'NO REFERENCE MARK WAS SET.
 AW6057'
 AW6057'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2181 ***********************************************************************
 BL2181  DESIGNATION -  TRINITY MUN TANK E OF TWO
 BL2181  PID         -  BL2181
 BL2181  STATE/COUNTY-  TX/TRINITY
 BL2181  USGS QUAD   -  TRINITY EAST (1972)
 BL2181
 BL2181                         *CURRENT SURVEY CONTROL
 BL2181  ___________________________________________________________________
 BL2181* NAD 83(1993)-  30 56 39.95230(N)    095 22 25.44496(W)     ADJUSTED  
 BL2181* NAVD 88     -                                                        
 BL2181  ___________________________________________________________________
 BL2181  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BL2181  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL2181
 BL2181  HORZ ORDER  -  THIRD
 BL2181
 BL2181.The horizontal coordinates were established by classical geodetic methods
 BL2181.and adjusted by the National Geodetic Survey in February 1996..
 BL2181
 BL2181
 BL2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2181
 BL2181.The geoid height was determined by GEOID03.
 BL2181
 BL2181;                    North         East     Units Scale Factor Converg.
 BL2181;SPC TX C     - 3,152,208.523 1,173,724.462   MT  0.99988224   +2 33 16.1
 BL2181;SPC TX C     -10,341,870.80  3,850,794.34   sFT  0.99988224   +2 33 16.1
 BL2181;UTM  15      - 3,425,859.914   273,226.803   MT  1.00023440   -1 13 16.0
 BL2181
 BL2181                          SUPERSEDED SURVEY CONTROL
 BL2181
 BL2181  NAD 83(1986)-  30 56 39.96296(N)    095 22 25.43023(W) AD(       ) 4
 BL2181  NAD 27      -  30 56 39.29300(N)    095 22 24.64100(W) AD(       ) 3
 BL2181
 BL2181.Superseded values are not recommended for survey control.
 BL2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2181.See file dsdata.txt to determine how the superseded data were derived.
 BL2181
 BL2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7322725860(NAD 83)
 BL2181_MARKER: 53 = ELEVATED TANK
 BL2181
 BL2181  HISTORY     - Date     Condition        Report By
 BL2181  HISTORY     - 1942     FIRST OBSERVED   CGS
 BL2181  HISTORY     - 19960601 GOOD             USPSQD
 BL2181
 BL2181                          STATION DESCRIPTION
 BL2181
 BL2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2181'THIS INTERSECTION STATION IS IN THE SE PART OF THE BUSINESS
 BL2181'DISTRICT OF TRINITY, ABOUT 100 FEET W OF THE MAIN LINE OF
 BL2181'THE MISSOURI PACIFIC RAILROAD, ABOUT 150 FEET SW OF THE
 BL2181'MISSOURI PACIFIC RAILROAD DEPOT, AND ABOUT 40 FEET E OF THE
 BL2181'W MUNICIPAL WATER TANK WHICH IS IDENTICAL.  THE NAME TRINITY
 BL2181'IS PAINTED IN BLACK LETTERS ON THE E SIDE.  THE TANK PROPER
 BL2181'IS PAINTED ALUMINUM AND IS SUPPORTED BY 4 STEEL LEGS PAINTED
 BL2181'BLACK.  IT IS ABOUT 140 FEET HIGH AND THE POINT LOCATED WAS
 BL2181'A STEEL BALL CENTERED AT THE TOP OF THE TANK.
 BL2181
 BL2181                          STATION RECOVERY (1996)
 BL2181
 BL2181'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2180 ***********************************************************************
 BL2180  DESIGNATION -  TRINITY MUN TANK W OF TWO
 BL2180  PID         -  BL2180
 BL2180  STATE/COUNTY-  TX/TRINITY
 BL2180  USGS QUAD   -  TRINITY EAST (1972)
 BL2180
 BL2180                         *CURRENT SURVEY CONTROL
 BL2180  ___________________________________________________________________
 BL2180* NAD 83(1993)-  30 56 39.94728(N)    095 22 25.93423(W)     ADJUSTED  
 BL2180* NAVD 88     -                                                        
 BL2180  ___________________________________________________________________
 BL2180  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BL2180  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL2180
 BL2180  HORZ ORDER  -  THIRD
 BL2180
 BL2180.The horizontal coordinates were established by classical geodetic methods
 BL2180.and adjusted by the National Geodetic Survey in February 1996..
 BL2180
 BL2180
 BL2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2180
 BL2180.The geoid height was determined by GEOID03.
 BL2180
 BL2180;                    North         East     Units Scale Factor Converg.
 BL2180;SPC TX C     - 3,152,207.790 1,173,711.496   MT  0.99988224   +2 33 15.9
 BL2180;SPC TX C     -10,341,868.39  3,850,751.80   sFT  0.99988224   +2 33 15.9
 BL2180;UTM  15      - 3,425,860.036   273,213.812   MT  1.00023447   -1 13 16.3
 BL2180
 BL2180                          SUPERSEDED SURVEY CONTROL
 BL2180
 BL2180  NAD 83(1986)-  30 56 39.95791(N)    095 22 25.91948(W) AD(       ) 4
 BL2180  NAD 27      -  30 56 39.28900(N)    095 22 25.13100(W) AD(       ) 3
 BL2180
 BL2180.Superseded values are not recommended for survey control.
 BL2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2180.See file dsdata.txt to determine how the superseded data were derived.
 BL2180
 BL2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7321425860(NAD 83)
 BL2180_MARKER: 53 = ELEVATED TANK
 BL2180
 BL2180  HISTORY     - Date     Condition        Report By
 BL2180  HISTORY     - 1942     FIRST OBSERVED   CGS
 BL2180  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL2180
 BL2180                          STATION DESCRIPTION
 BL2180
 BL2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2180'THIS INTERSECTION STATION IS IN THE SE PART OF THE BUSINESS
 BL2180'DISTRICT OF TRINITY, ABOUT 140 FEET W OF THE MAIN LINE OF THE
 BL2180'MISSOURI PACIFIC RAILROAD, ABOUT 150 FEET SE OF THE MISSOURI
 BL2180'PACIFIC RAILROAD DEPOT, AND ABOUT 40 FEET W OF THE E MUNICIPAL
 BL2180'WATER TANK WHICH IS IDENTICAL.  THE TANK IS PAINTED ALUMINUM,
 BL2180'SUPPORTED BY 4 STEEL LEGS WHICH ARE PAINTED BLACK.  THE NAME
 BL2180'TRINITY IS PAINTED IN BLACK LETTERS ON THE W SIDE.  IT IS
 BL2180'ABOUT 140 FEET HIGH AND THE POINT LOCATED WAS A STEEL BALL
 BL2180'CENTERED AT THE TOP OF THE TANK.
 BL2180
 BL2180                          STATION RECOVERY (1996)
 BL2180
 BL2180'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1825 ***********************************************************************
 FL1825  DESIGNATION -  TRIPLE
 FL1825  PID         -  FL1825
 FL1825  STATE/COUNTY-  TX/POTTER
 FL1825  USGS QUAD   -  PUENTE (1953)
 FL1825
 FL1825                         *CURRENT SURVEY CONTROL
 FL1825  ___________________________________________________________________
 FL1825* NAD 83(1993)-  35 23 12.07296(N)    101 53 03.84598(W)     ADJUSTED  
 FL1825* NAVD 88     -      1053.2    (meters)    3455.     (feet)  VERTCON   
 FL1825  ___________________________________________________________________
 FL1825  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FL1825  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1825
 FL1825  HORZ ORDER  -  FIRST
 FL1825
 FL1825.The horizontal coordinates were established by classical geodetic methods
 FL1825.and adjusted by the National Geodetic Survey in February 1996..
 FL1825
 FL1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1825
 FL1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1825
 FL1825.The geoid height was determined by GEOID03.
 FL1825
 FL1825;                    North         East     Units Scale Factor Converg.
 FL1825;SPC TX N     - 1,153,902.195   165,077.755   MT  0.99991102   -0 13 22.0
 FL1825;SPC TX N     - 3,785,760.78    541,592.60   sFT  0.99991102   -0 13 22.0
 FL1825;UTM  14      - 3,919,747.446   238,001.059   MT  1.00044602   -1 40 16.6
 FL1825
 FL1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1825!SPC TX N     -   0.99983884  x   0.99991102  =   0.99974987
 FL1825!UTM  14      -   0.99983884  x   1.00044602  =   1.00028479
 FL1825
 FL1825|---------------------------------------------------------------------|
 FL1825| PID    Reference Object                     Distance      Geod. Az  |
 FL1825|                                                           dddmmss.s |
 FL1825| FL1826 TRIPLE 2                             59.848 METERS 08115     |
 FL1825| CJ8678 TRIPLE RM 1                          57.074 METERS 08457     |
 FL1825| FL1819 WHITTINGTON                         APPROX.11.0 KM 1621633.5 |
 FL1825| FL1807 AMARILLO SW MUNICIPAL TANK          APPROX.19.9 KM 1730454.5 |
 FL1825| CJ8677 TRIPLE AZ MK                                       1753514.0 |
 FL1825| FL1811 AMARILLO VETS HOSP WATER TANK       APPROX.20.2 KM 1860110.7 |
 FL1825| FM0886 CAIRN USGS NEAR STA GENTRY          APPROX.20.8 KM 2301425.4 |
 FL1825| CJ8679 TRIPLE RM 2                          15.797 METERS 34916     |
 FL1825|---------------------------------------------------------------------|
 FL1825
 FL1825                          SUPERSEDED SURVEY CONTROL
 FL1825
 FL1825  NAD 83(1993)-  35 23 12.07709(N)    101 53 03.83792(W) AD(       ) 1
 FL1825  NAD 83(1986)-  35 23 12.08054(N)    101 53 03.83682(W) AD(       ) 1
 FL1825  NAD 27      -  35 23 11.90100(N)    101 53 02.17300(W) AD(       ) 1
 FL1825  NGVD 29 (07/19/86) 1052.7    (m)         3454.     (f) VERT ANG       
 FL1825
 FL1825.Superseded values are not recommended for survey control.
 FL1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1825.See file dsdata.txt to determine how the superseded data were derived.
 FL1825
 FL1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3800119747(NAD 83)
 FL1825_MARKER: DS = TRIANGULATION STATION DISK
 FL1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1825
 FL1825  HISTORY     - Date     Condition        Report By
 FL1825  HISTORY     - 1935     MONUMENTED       CGS
 FL1825  HISTORY     - 1951     GOOD             CGS
 FL1825  HISTORY     - 1960     GOOD             CGS
 FL1825
 FL1825                          STATION DESCRIPTION
 FL1825
 FL1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FL1825'STATION IS 14 MILES N AND 3 MILES W OF AMARILLO, IN SECTION
 FL1825'213 (APPROXIMATELY), BLOCK 2.  IT IS LOCATED ON W AND HIGHEST
 FL1825'POINT OF A THREE TOPPED, ISOLATED RIDGE, 4-1/2 MILES S OF THE
 FL1825'CANADIAN RIVER, 1/4 MILE E OF A N-S GRADED ROAD, ABOUT 2
 FL1825'MILES W OF U.S. HIGHWAY 385, 7 FEET E OF THE REMAINS OF A
 FL1825'(SUPPOSEDLY) U.S.G.S. CAIRN WHICH HAS BEEN TORN DOWN, MARK
 FL1825'PROJECTS 6 INCHES.
 FL1825'
 FL1825'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FL1825'DISKS SET IN CONCRETE.
 FL1825'
 FL1825'REFERENCE MARK NO. 1 IS N OF THE STATION, AND PROJECTS 2
 FL1825'INCHES.
 FL1825'
 FL1825'REFERENCE MARK NO. 2 IS ENE OF THE STATION, ON THE FIRST
 FL1825'CONICAL HILL TO THE NE, AND PROJECTS 2 INCHES.
 FL1825'
 FL1825'AZIMUTH MARK, A U.S.C. AND G.S. BENCH MARK WAS USED FOR THE
 FL1825'AZIMUTH MARK.  IT IS S OF THE STATION, 100 FEET E OF THE CENTER
 FL1825'LINE OF A GRADED N-S ROAD, DIRECTLY OPPOSITE A WIRE GATE,
 FL1825'70 FEET E OF THIS GATE, AND ON THE SECOND HILL S OF THE
 FL1825'STATION.  THE MARK CONSISTS OF A BRONZE DISK SET IN A 6-INCH
 FL1825'SQUARE BLOCK OF CONCRETE PROJECTING 2 INCHES.  THE DISK IS
 FL1825'STAMPED U.S.C. AND G.S. WITH STATE SURVEY, STATION 1285.
 FL1825'
 FL1825'STATION IS REACHED FROM THE POTTER COUNTY COURTHOUSE IN
 FL1825'AMARILLO, BY DRIVING N ON U.S. HIGHWAY 385 FOR 6.0 MILES TO A
 FL1825'GRADED SECTION-LINE CROSS ROAD AND A PARKER CAMP SIGN.  LEAVE
 FL1825'THE HIGHWAY, TURN LEFT OR W ON THE GRADED ROAD AND GO 3.0
 FL1825'MILES TO A T-INTERSECTION OF GRADED ROADS.  TURN RIGHT OR
 FL1825'N ON A GRADED ROAD AND GO 5.9 MILES TO TOP OF HIGHEST GRADE
 FL1825'FOR SEVERAL MILES, A SMALL GRAVEL PIT ON E SIDE OF THE ROAD
 FL1825'AND A WIRE GATE 30 YARDS N OF THIS POINT.  LEAVE THE GRADED
 FL1825'ROAD, PASS THROUGH THE GATE ON THE E SIDE OF THE ROAD AND
 FL1825'GO NORTHERLY ALONG THE E SIDE OF THE FENCE ON A DIM TRAIL
 FL1825'FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH THIS GATE, GO
 FL1825'EASTERLY AND NORTHEASTERLY ON A DIM TRAIL FOR 0.3 MILE TO
 FL1825'BASE OF HILL.  LEAVE THE DIM ROAD, TURN LEFT OR NORTHERLY
 FL1825'AND DRIVE 0.3 MILE ACROSS COUNTRY TO TOP OF HILL AND
 FL1825'STATION.
 FL1825'
 FL1825'A 4-FOOT STAND WILL CLEAR ALL LINES.
 FL1825
 FL1825                          STATION RECOVERY (1951)
 FL1825
 FL1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1825'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND
 FL1825'TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 FL1825'
 FL1825'THE STATION IS LOCATED ON WEST AND HIGHEST POINT OF A THREE
 FL1825'TOPPED, ISOLATED RIDGE, ABOUT 14 MILES NORTHWEST OF AMARILLO,
 FL1825'4-1/2 MILES SOUTH OF THE CANADIAN RIVER, 2 MILES WEST OF U.S.
 FL1825'HIGHWAY 87 AND 287 AND 1/4 MILE EAST OF A NORTH-SOUTH ROAD.
 FL1825'
 FL1825'TO REACH, FROM THE POTTER COUNTY COURTHOUSE IN AMARILLO,
 FL1825'GO NORTH, ON U.S. HIGHWAY 87 AND 287, FOR 7.8 MILES TO SIDE
 FL1825'ROAD LEFT.  TURN LEFT, AND GO WEST 2.9 MILES TO (T) INTERSECTION
 FL1825'AND METAL GATE.  TURN RIGHT AND PASS THROUGH METAL GATE, AND
 FL1825'GO NORTH 3.9 MILES TO WIRE GATE AND AZIMUTH MARK.  PASS THROUGH
 FL1825'WIRE GATE AND CONTINUE NORTH 0.3 MILE TO WIRE GATE.  PASS
 FL1825'THROUGH WIRE GATE AND CONTINUE NORTH 0.3 MILE TO END OF TRUCK
 FL1825'TRAVEL.  THENCE PACK EASTERLY FOR 1/4 MILE TO HIGHEST POINT
 FL1825'OF HILL AND THE STATION.
 FL1825'
 FL1825'THE STATION MARK IS A STANDARD DISK, STAMPED TRIPLE 1935,
 FL1825'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1825'PROJECTS ABOUT 7 INCHES.
 FL1825'
 FL1825'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED TRIPLE
 FL1825'NO 1 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FL1825'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 6 FEET LOWER THAN
 FL1825'THE STATION.
 FL1825'
 FL1825'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED TRIPLE
 FL1825'NO 2 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FL1825'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT 3 FEET LOWER THAN
 FL1825'THE STATION.
 FL1825'
 FL1825'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY AND
 FL1825'STATE SURVEY DISK, STAMPED 1258, SET IN THE TOP OF A 6 INCH
 FL1825'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.  IT
 FL1825'IS LOCATED ON THE SECOND HILL SOUTH OF THE STATION, ABOUT 100
 FL1825'FEET EAST OF THE CENTERLINE OF THE ROAD, 70 FEET EAST OF THE
 FL1825'WIRE GATE.
 FL1825'
 FL1825'NOTE--THE DISCREPANCY OF DISTANCES WAS NOTED AND CHECKED IN
 FL1825'FIELD AND 1951 DISTANCES ARE CORRECT.
 FL1825
 FL1825                          STATION RECOVERY (1960)
 FL1825
 FL1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FL1825'THE STATION MARK, UNDERGROUND MARK, AND REFERENCE MARKS NOS.
 FL1825'1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 FL1825'WAS SEARCHED FOR BUT NOT FOUND.  THE HILL THE AZIMUTH MARK
 FL1825'WAS ON HAS THE TOP BLADED OFF.  MARK SHOULD BE CONSIDERED LOST.
 FL1825'
 FL1825'MR. MAX KING, MANAGER AND MR. TURK WOOLLEY, FOREMAN OF THE
 FL1825'PANHANDLE GRAVEL COMPANY WAS CONTACTED AND A SUITABLE PLACE
 FL1825'TO SET A NEW STATION MARK AND REFERENCE MARK WAS FOUND ON THE
 FL1825'SAME KNOLL REFERENCE MARK NO. 1 WAS SET.  MR. WOOLLEY STATED
 FL1825'TEST HOLES FOR GRAVEL WERE DUG NEAR REFERENCE MARK NO. 1, DUE
 FL1825'TO POOR QUALITY OF GRAVEL THE KNOLL WOULD NOT BE DESTURBED.
 FL1825'
 FL1825'A NEW STATION MARK, UNDERGROUND MARK, AND REFERENCE MARK WERE
 FL1825'SET ON THE SAME KNOLL.  DIRECTION WERE OBSERVED FROM TRIPLE
 FL1825'AND TRIPLE 2 AND A TRAVERSE CONNECTION WAS MADE BETWEEN THE
 FL1825'STATION MARKS, USING WITTINGTON 1935 FOR THE INITIAL.
 FL1825'
 FL1825'THE STATION MARK TRIPLE AND REFERENCE MARK NO. 2 WERE THEN
 FL1825'DESTROYED MAY 21, 1960.  REFERENCE MARK NO. 1 WAS USED FOR A
 FL1825'REFERENCE MARK FOR TRIPLE 2.
 FL1825'
 FL1825'NOTE--THE UNDERGROUND DISK WAS FOUND TO BE 0.007 METER ECCENTRIC
 FL1825'OF THE SURFACE MARK, IN DIRECTION 270 DEG FROM WITTINGTON 1935.
 FL1825'
 FL1825'DISTANCES AND DIRECTIONS IN THE BOX SCORE WERE TAKEN FOR
 FL1825'COMPARISON OF THE MARKS TAKEN IN 1935 AND THE 1951 RECOVERY
 FL1825'ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1826 ***********************************************************************
 FL1826  DESIGNATION -  TRIPLE 2
 FL1826  PID         -  FL1826
 FL1826  STATE/COUNTY-  TX/POTTER
 FL1826  USGS QUAD   -  PUENTE (1953)
 FL1826
 FL1826                         *CURRENT SURVEY CONTROL
 FL1826  ___________________________________________________________________
 FL1826* NAD 83(1993)-  35 23 12.36829(N)    101 53 01.50221(W)     ADJUSTED  
 FL1826* NAVD 88     -      1050.     (meters)    3445.     (feet)  SCALED    
 FL1826  ___________________________________________________________________
 FL1826  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FL1826  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1826
 FL1826  HORZ ORDER  -  SECOND
 FL1826
 FL1826.The horizontal coordinates were established by classical geodetic methods
 FL1826.and adjusted by the National Geodetic Survey in February 1996..
 FL1826.No horizontal observational check was made to the station.
 FL1826
 FL1826.The orthometric height was scaled from a topographic map.
 FL1826
 FL1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1826
 FL1826.The geoid height was determined by GEOID03.
 FL1826
 FL1826;                    North         East     Units Scale Factor Converg.
 FL1826;SPC TX N     - 1,153,911.066   165,136.936   MT  0.99991102   -0 13 20.6
 FL1826;SPC TX N     - 3,785,789.89    541,786.76   sFT  0.99991102   -0 13 20.6
 FL1826;UTM  14      - 3,919,754.822   238,060.478   MT  1.00044563   -1 40 15.3
 FL1826
 FL1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1826!SPC TX N     -   0.99983926  x   0.99991102  =   0.99975030
 FL1826!UTM  14      -   0.99983926  x   1.00044563  =   1.00028482
 FL1826
 FL1826|---------------------------------------------------------------------|
 FL1826| PID    Reference Object                     Distance      Geod. Az  |
 FL1826|                                                           dddmmss.s |
 FL1826| CJ8680 TRIPLE 2 RM 3                         6.100 METERS 13145     |
 FL1826| FL1820 AMARILLO RAD STA KGNC TV MAST       APPROX. 8.7 KM 1571432.8 |
 FL1826| CJ8678 TRIPLE RM 1                           4.734 METERS 21031     |
 FL1826| FL1825 TRIPLE                               59.848 METERS 26115     |
 FL1826|---------------------------------------------------------------------|
 FL1826
 FL1826                          SUPERSEDED SURVEY CONTROL
 FL1826
 FL1826  NAD 83(1993)-  35 23 12.37243(N)    101 53 01.49415(W) AD(       ) 2
 FL1826  NAD 83(1986)-  35 23 12.37587(N)    101 53 01.49306(W) AD(       ) 2
 FL1826  NAD 27      -  35 23 12.19640(N)    101 52 59.82850(W) AD(       ) 2
 FL1826
 FL1826.Superseded values are not recommended for survey control.
 FL1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1826.See file dsdata.txt to determine how the superseded data were derived.
 FL1826
 FL1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3806019755(NAD 83)
 FL1826_MARKER: DS = TRIANGULATION STATION DISK
 FL1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1826
 FL1826  HISTORY     - Date     Condition        Report By
 FL1826  HISTORY     - 1960     MONUMENTED       CGS
 FL1826
 FL1826                          STATION DESCRIPTION
 FL1826
 FL1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FL1826'THE STATION IS ABOUT 14 MILES NORTH AND 3 MILES WEST OF AMARILLO,
 FL1826'AND 2-1/2 MILES WEST OF U.S. HIGHWAY 87-287, ON THE MIDDLE
 FL1826'POINT OF A THREE TOPPED ISOLATED RIDGE.
 FL1826'
 FL1826'TO REACH THE STATION FROM THE POTTER COUNTY COURTHOUSE IN
 FL1826'AMARILLO, GO NORTH ON U.S. HIGHWAY 87-287 FOR 8.0 MILES TO
 FL1826'FARM ROAD 2176 ON THE LEFT.  CONTINUE ON U.S. HIGHWAY 87-287
 FL1826'FOR 5.3 MILES TO THE ENTRANCE OF THE PANHANDLE GRAVEL COMPANY.
 FL1826'TURN LEFT THROUGH GATE, GO 0.2 MILE TO THE OFFICE.  BEAR LEFT,
 FL1826'SOUTHWEST, CROSSING OVER RAILROAD TRACKS, AND GO 0.1 MILE TO
 FL1826'A GATE.  PASS THROUGH GATE, GO WEST AND SOUTH ON A BLADED
 FL1826'ROAD 1.3 MILES TO A CATTLE GUARD.  CROSS OVER CATTLE GUARD
 FL1826'AND CONTINUE SOUTH AND WEST 0.8 MILE TO A ROAD FORK.  TAKE
 FL1826'RIGHT FORK, GO 0.4 MILE TO THE TOP OF RIDGE AND A ROAD FORK.
 FL1826'TAKE SHARP RIGHT FORK, NORTHWEST, GO 0.3 MILE TO A GATE.
 FL1826'PASS THROUGH GATE, GO WESTERLY ON THE BLADED ROAD 1.1
 FL1826'MILES TO THE MIDDLE ONE OF 3 POINTS AND THE STATION.
 FL1826'
 FL1826'STATION MARKS ARE STANDARD DISKS STAMPED TRIPLE 2 1960.  THE
 FL1826'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FL1826'6 INCHES.  IT IS 3.4 FEET NORTH OF A METAL WITNESS POST.
 FL1826'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FL1826'32 INCHES BELOW THE SURFACE OF THE GROUND.
 FL1826'
 FL1826'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TRIPLE NO 1
 FL1826'1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 FL1826'INCHES.  IT IS ON THE HIGHEST POINT OF THE MIDDLE KNOLL,
 FL1826'12.4 FEET SOUTHWEST OF THE METAL WITNESS POST.  THE ARROW ON
 FL1826'THE DISK POINTS 90 DEGREES TO THE WEST OF THE STATION MARK.
 FL1826'
 FL1826'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED TRIPLE 2 NO 3
 FL1826'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 FL1826'IT IS ON THE SOUTHEAST SLOPE OF THE MIDDLE KNOLL, ABOUT 1 FOOT
 FL1826'LOWER THAN THE STATION AND 18.4 FEET SOUTHEAST OF THE METAL
 FL1826'WITNESS POST.
 FL1826'
 FL1826'NO AZIMUTH MARK WAS SET.
 FL1826'
 FL1826'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1847 ***********************************************************************
 FL1847  DESIGNATION -  TRIPP
 FL1847  PID         -  FL1847
 FL1847  STATE/COUNTY-  TX/POTTER
 FL1847  USGS QUAD   -  ALIBATES RANCH (1970)
 FL1847
 FL1847                         *CURRENT SURVEY CONTROL
 FL1847  ___________________________________________________________________
 FL1847* NAD 83(1993)-  35 32 49.52037(N)    101 43 54.41260(W)     ADJUSTED  
 FL1847* NAVD 88     -       986.     (meters)    3235.     (feet)  SCALED    
 FL1847  ___________________________________________________________________
 FL1847  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FL1847  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 FL1847
 FL1847  HORZ ORDER  -  THIRD
 FL1847
 FL1847.The horizontal coordinates were established by classical geodetic methods
 FL1847.and adjusted by the National Geodetic Survey in February 1996..
 FL1847
 FL1847.The orthometric height was scaled from a topographic map.
 FL1847
 FL1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1847
 FL1847.The geoid height was determined by GEOID03.
 FL1847
 FL1847;                    North         East     Units Scale Factor Converg.
 FL1847;SPC TX N     - 1,171,653.836   178,984.745   MT  0.99991341   -0 08 03.6
 FL1847;SPC TX N     - 3,844,000.96    587,219.12   sFT  0.99991341   -0 08 03.6
 FL1847;UTM  14      - 3,937,149.585   252,360.311   MT  1.00035579   -1 35 20.4
 FL1847
 FL1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1847!SPC TX N     -   0.99984936  x   0.99991341  =   0.99976279
 FL1847!UTM  14      -   0.99984936  x   1.00035579  =   1.00020510
 FL1847
 FL1847:                Primary Azimuth Mark                     Grid Az
 FL1847:SPC TX N     -  TT 46 L                                  161 09 55.4
 FL1847:UTM  14      -  TT 46 L                                  162 37 12.2
 FL1847
 FL1847|---------------------------------------------------------------------|
 FL1847| PID    Reference Object                     Distance      Geod. Az  |
 FL1847|                                                           dddmmss.s |
 FL1847| FL1846 TT 46 L                             APPROX. 4.3 KM 1610151.8 |
 FL1847|---------------------------------------------------------------------|
 FL1847
 FL1847                          SUPERSEDED SURVEY CONTROL
 FL1847
 FL1847  NAD 83(1993)-  35 32 49.52330(N)    101 43 54.40733(W) AD(       ) 3
 FL1847  NAD 83(1986)-  35 32 49.52780(N)    101 43 54.40275(W) AD(       ) 3
 FL1847  NAD 27      -  35 32 49.36415(N)    101 43 52.76084(W) AD(       ) 3
 FL1847
 FL1847.Superseded values are not recommended for survey control.
 FL1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1847.See file dsdata.txt to determine how the superseded data were derived.
 FL1847
 FL1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5236037150(NAD 83)
 FL1847_MARKER: Z = SEE DESCRIPTION
 FL1847_SETTING: 0 = UNSPECIFIED SETTING
 FL1847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1847
 FL1847  HISTORY     - Date     Condition        Report By
 FL1847  HISTORY     - 1952     MONUMENTED       USGS
 FL1847
 FL1847                          STATION DESCRIPTION
 FL1847
 FL1847'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1847'TO REACH FROM THE POST OFFICE AT FRITCH FOLLOW STATE HIGHWAY 136 6.6
 FL1847'MI. SW. TO A PAVED COUNTY RD. RIGHT, TURN RIGHT AND GO 3.5 MI. TO A
 FL1847'FORK, TAKE LEFT FORK 2.05 MI. TO A RD. AND GATE RIGHT -KEY FROM
 FL1847'FOREMAN AT ALIBATES RANCH-, TURN RIGHT THROUGH GATE AND GO 0.4 MI. TO
 FL1847'CROSS RD., TURN LEFT 0.2 MI. TO A FORK, TURN LEFT, SOUTHERLY, AND GO
 FL1847'0.25 MI., LEAVE RD. AND GO 0.3 MI. W. ACROSS COUNTRY TO THE EDGE OF
 FL1847'BLUFF AND STATION.
 FL1847'
 FL1847'REFERENCE MARK NO.1 - 1 IN. IRON PIPE DRIVEN IN GROUND 41.50 FT. FROM
 FL1847'STATION, S 23 DEG 35 MIN 57 SEC E.
 FL1847'
 FL1847'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 62.40 FT. FROM
 FL1847'STATION, S 81 DEG 01 MIN 59 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1135 ***********************************************************************
 BM1135  DESIGNATION -  TRN 192 150
 BM1135  PID         -  BM1135
 BM1135  STATE/COUNTY-  TX/TRAVIS
 BM1135  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1135
 BM1135                         *CURRENT SURVEY CONTROL
 BM1135  ___________________________________________________________________
 BM1135* NAD 83(1993)-  30 23 00.82162(N)    097 43 31.51220(W)     ADJUSTED  
 BM1135* NAVD 88     -       244.7    (meters)     803.     (feet)  VERTCON   
 BM1135  ___________________________________________________________________
 BM1135  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 BM1135  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM1135
 BM1135  HORZ ORDER  -  THIRD
 BM1135
 BM1135.The horizontal coordinates were established by classical geodetic methods
 BM1135.and adjusted by the National Geodetic Survey in February 1996..
 BM1135
 BM1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1135
 BM1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1135
 BM1135.The geoid height was determined by GEOID03.
 BM1135
 BM1135;                    North         East     Units Scale Factor Converg.
 BM1135;SPC TX C     - 3,082,410.243   950,616.433   MT  0.99993946   +1 20 35.6
 BM1135;SPC TX C     -10,112,874.27  3,118,814.08   sFT  0.99993946   +1 20 35.6
 BM1135;UTM  14      - 3,361,977.325   622,459.766   MT  0.99978501   +0 38 41.1
 BM1135
 BM1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1135!SPC TX C     -   0.99996563  x   0.99993946  =   0.99990509
 BM1135!UTM  14      -   0.99996563  x   0.99978501  =   0.99975065
 BM1135
 BM1135                          SUPERSEDED SURVEY CONTROL
 BM1135
 BM1135  NAD 83(1986)-  30 23 00.84027(N)    097 43 31.49572(W) AD(       ) 4
 BM1135  NGVD 29 (01/26/93)  244.6    (m)          802.     (f) H LEVEL        
 BM1135
 BM1135.Superseded values are not recommended for survey control.
 BM1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1135.See file dsdata.txt to determine how the superseded data were derived.
 BM1135
 BM1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2246061977(NAD 83)
 BM1135_MARKER: 92 = ANTENNA ON ROOF
 BM1135
 BM1135  HISTORY     - Date     Condition        Report By
 BM1135  HISTORY     - 1983     FIRST OBSERVED   NGS
 BM1135  HISTORY     - 19990111 MARK NOT FOUND   USPSQD
 BM1135
 BM1135                          STATION DESCRIPTION
 BM1135
 BM1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1135'THE STATION, APPLIED RESEARCH LABORATORIES TRAVERSE NETWORK
 BM1135'ANTENNA TRN 192 150 IS THE SOUTHWEST ONE OF FIVE ANTENNAS MOUNTED
 BM1135'ON HORIZONTAL CROSSARMS EMANATING FROM A 2 CM VERTICAL POLE THAT
 BM1135'IS ATTACHED TO A CONCRETE BUILDING PIER.  POINT INTERSECTED IS
 BM1135'THE BASE OF ANTENNA WHERE IT JOINS THE INSULATOR, ABOUT 2 METERS
 BM1135'ABOVE THE ROOF.  THE POLE IS 12.25 METERS (40.2 FT) EAST FROM
 BM1135'TRIANGULATION STATION TRANET, 24.65 METERS (80.9 FT) WEST FROM
 BM1135'TRIANGULATION STATION BAL USN, AND 10.95 METERS 35.9 FT) NORTH
 BM1135'FROM SOUTH EDGE OF THE ROOF.
 BM1135'
 BM1135'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1135'CENTER, ON THE ROOF OF THE APPLIED RESEARCH LABORATORIES BUILDING.
 BM1135'OWNERSHIP--LOYD HAMPTON-DIRECTOR, APPLIED RESEARCH LABORATORIES,
 BM1135'THE UNIVERSITY OF TEXAS AT AUSTIN, P.O. BOX 8029, 10000 BURNET
 BM1135'ROAD, AUSTIN, TX 78712.  TELEPHONE 512-835-3251.
 BM1135'
 BM1135'DESCRIBED BY G.R. HEID.
 BM1135
 BM1135                          STATION RECOVERY (1999)
 BM1135
 BM1135'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1136 ***********************************************************************
 BM1136  DESIGNATION -  TRN 192 162
 BM1136  PID         -  BM1136
 BM1136  STATE/COUNTY-  TX/TRAVIS
 BM1136  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1136
 BM1136                         *CURRENT SURVEY CONTROL
 BM1136  ___________________________________________________________________
 BM1136* NAD 83(1993)-  30 23 00.79528(N)    097 43 31.48180(W)     ADJUSTED  
 BM1136* NAVD 88     -       244.7    (meters)     803.     (feet)  VERTCON   
 BM1136  ___________________________________________________________________
 BM1136  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 BM1136  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM1136
 BM1136  HORZ ORDER  -  THIRD
 BM1136
 BM1136.The horizontal coordinates were established by classical geodetic methods
 BM1136.and adjusted by the National Geodetic Survey in February 1996..
 BM1136
 BM1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1136
 BM1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1136
 BM1136.The geoid height was determined by GEOID03.
 BM1136
 BM1136;                    North         East     Units Scale Factor Converg.
 BM1136;SPC TX C     - 3,082,409.451   950,617.263   MT  0.99993947   +1 20 35.6
 BM1136;SPC TX C     -10,112,871.67  3,118,816.80   sFT  0.99993947   +1 20 35.6
 BM1136;UTM  14      - 3,361,976.523   622,460.587   MT  0.99978501   +0 38 41.1
 BM1136
 BM1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1136!SPC TX C     -   0.99996563  x   0.99993947  =   0.99990510
 BM1136!UTM  14      -   0.99996563  x   0.99978501  =   0.99975065
 BM1136
 BM1136                          SUPERSEDED SURVEY CONTROL
 BM1136
 BM1136  NAD 83(1986)-  30 23 00.81391(N)    097 43 31.46532(W) AD(       ) 4
 BM1136  NGVD 29 (01/26/93)  244.6    (m)          802.     (f) H LEVEL        
 BM1136
 BM1136.Superseded values are not recommended for survey control.
 BM1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1136.See file dsdata.txt to determine how the superseded data were derived.
 BM1136
 BM1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2246161977(NAD 83)
 BM1136_MARKER: 92 = ANTENNA ON ROOF
 BM1136
 BM1136  HISTORY     - Date     Condition        Report By
 BM1136  HISTORY     - 1983     FIRST OBSERVED   NGS
 BM1136  HISTORY     - 19990111 MARK NOT FOUND   USPSQD
 BM1136
 BM1136                          STATION DESCRIPTION
 BM1136
 BM1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1136'THE STATION, APPLIED RESEARCH LABORATORIES TRAVERSE NETWORK
 BM1136'PARKWAY FOR 22.4 KM (13.9 MILES) TO A HISTORIC AREA KNOWN AS
 BM1136'MCKENZIES CROSSING, AND THE STATION ON THE LEFT.
 BM1136'
 BM1136'THE STATION IS A BLANK DISK
 BM1136'ANTENNA TRN 192 162 IS THE SOUTH ONE OF FIVE ANTENNAS MOUNTED ON
 BM1136'HORIZONTAL CROSSARMS AND SUPPORTED BY A 2 CM VERTICAL POLE, ABOUT
 BM1136'2 METERS ABOVE THE ROOF.  THE VERTICAL POLE IS 12.25 METERS (40.2
 BM1136'FT) EAST FROM TRIANGULATION STATION TRANET, 24.65 METERS (80.9 FT)
 BM1136'WEST FROM TRIANGULATION STATION BAL USN, AND 10.95 METERS (35.
 BM1136'35.9 FT) NORTH FROM SOUTH EDGE OF ROOF.
 BM1136'
 BM1136'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1136'CENTER, ON THE ROOF OF THE APPLIED RESEARCH LABORATORIES BUILDING.
 BM1136'OWNERSHIP--LOYD HAMPTON-DIRECTOR, APPLIED RESEARCH LABORATORIES,
 BM1136'THE UNIVERSITY OF TEXAS AT AUSTIN, P.O. BOX 8029, 10000 BURNET
 BM1136'ROAD, AUSTIN,TX 78712.  TELEPHONE 512-835-3251.
 BM1136'
 BM1136'DESCRIBED BY G.R. HEID.
 BM1136
 BM1136                          STATION RECOVERY (1999)
 BM1136
 BM1136'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1137 ***********************************************************************
 BM1137  DESIGNATION -  TRN 192 324
 BM1137  PID         -  BM1137
 BM1137  STATE/COUNTY-  TX/TRAVIS
 BM1137  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1137
 BM1137                         *CURRENT SURVEY CONTROL
 BM1137  ___________________________________________________________________
 BM1137* NAD 83(1993)-  30 23 00.85308(N)    097 43 31.49041(W)     ADJUSTED  
 BM1137* NAVD 88     -       244.7    (meters)     803.     (feet)  VERTCON   
 BM1137  ___________________________________________________________________
 BM1137  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 BM1137  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM1137
 BM1137  HORZ ORDER  -  THIRD
 BM1137
 BM1137.The horizontal coordinates were established by classical geodetic methods
 BM1137.and adjusted by the National Geodetic Survey in February 1996..
 BM1137
 BM1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1137
 BM1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1137
 BM1137.The geoid height was determined by GEOID03.
 BM1137
 BM1137;                    North         East     Units Scale Factor Converg.
 BM1137;SPC TX C     - 3,082,411.225   950,616.991   MT  0.99993946   +1 20 35.6
 BM1137;SPC TX C     -10,112,877.49  3,118,815.91   sFT  0.99993946   +1 20 35.6
 BM1137;UTM  14      - 3,361,978.300   622,460.337   MT  0.99978501   +0 38 41.1
 BM1137
 BM1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1137!SPC TX C     -   0.99996563  x   0.99993946  =   0.99990509
 BM1137!UTM  14      -   0.99996563  x   0.99978501  =   0.99975064
 BM1137
 BM1137                          SUPERSEDED SURVEY CONTROL
 BM1137
 BM1137  NAD 83(1986)-  30 23 00.87171(N)    097 43 31.47393(W) AD(       ) 4
 BM1137  NGVD 29 (01/26/93)  244.6    (m)          802.     (f) H LEVEL        
 BM1137
 BM1137.Superseded values are not recommended for survey control.
 BM1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1137.See file dsdata.txt to determine how the superseded data were derived.
 BM1137
 BM1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2246061978(NAD 83)
 BM1137_MARKER: 92 = ANTENNA ON ROOF
 BM1137
 BM1137  HISTORY     - Date     Condition        Report By
 BM1137  HISTORY     - 1983     FIRST OBSERVED   NGS
 BM1137  HISTORY     - 19990111 MARK NOT FOUND   USPSQD
 BM1137
 BM1137                          STATION DESCRIPTION
 BM1137
 BM1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1137'THE STATION, APPLIED RESEARCH LABORATORIES TRAVERSE NETWORK
 BM1137'ANTENNA TRN 192 324, IS THE NORTHWEST ONE OF FIVE ANTENNAS
 BM1137'MOUNTED ON HORIZONTAL CROSSARMS EMANATING FROM A 2 CM VERTICAL
 BM1137'POLE ATTACHED TO A CONCRETE BUILDING PIER.  THE POLE IS 12.25 METERS
 BM1137'(40.2 FT) EAST FROM TRIANGULATION STATION TRANET, 24.65 METERS
 BM1137'(80.9 FT) WEST FROM TRIANGULATION STATION BAL USN, AND 10.95
 BM1137'METERS (35.9 FT) NORTH FROM SOUTH EDGE OF THE ROOF.
 BM1137'
 BM1137'THE STATION IS LOCATED
 BM1137'IN NORTH AUSTIN, AT THE BALCONES
 BM1137'RESEARCH CENTER, ON THE ROOF OF THE APPLIED RESEARCH LABORATORIES
 BM1137'BUILDING.
 BM1137'OWNERSHIP--LOYD HAMPTON-DIRECTOR, APPLIED RESEARCH
 BM1137'LABORATORIES, THE UNIVERSITY OF TEXAS AT AUSTIN, P.O. BOX 8029,
 BM1137'10000 BURNET ROAD, AUSTIN, TX 78712.  TELEPHONE 512-835-3251.
 BM1137'
 BM1137'DESCRIBED BY G.R. HEID.
 BM1137
 BM1137                          STATION RECOVERY (1999)
 BM1137
 BM1137'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1138 ***********************************************************************
 BM1138  DESIGNATION -  TRN 192 400
 BM1138  PID         -  BM1138
 BM1138  STATE/COUNTY-  TX/TRAVIS
 BM1138  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1138
 BM1138                         *CURRENT SURVEY CONTROL
 BM1138  ___________________________________________________________________
 BM1138* NAD 83(1993)-  30 23 00.81340(N)    097 43 31.44473(W)     ADJUSTED  
 BM1138* NAVD 88     -       244.7    (meters)     803.     (feet)  VERTCON   
 BM1138  ___________________________________________________________________
 BM1138  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 BM1138  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM1138
 BM1138  HORZ ORDER  -  THIRD
 BM1138
 BM1138.The horizontal coordinates were established by classical geodetic methods
 BM1138.and adjusted by the National Geodetic Survey in February 1996..
 BM1138
 BM1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1138
 BM1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1138
 BM1138.The geoid height was determined by GEOID03.
 BM1138
 BM1138;                    North         East     Units Scale Factor Converg.
 BM1138;SPC TX C     - 3,082,410.032   950,618.239   MT  0.99993946   +1 20 35.7
 BM1138;SPC TX C     -10,112,873.58  3,118,820.01   sFT  0.99993946   +1 20 35.7
 BM1138;UTM  14      - 3,361,977.092   622,461.570   MT  0.99978501   +0 38 41.1
 BM1138
 BM1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1138!SPC TX C     -   0.99996563  x   0.99993946  =   0.99990509
 BM1138!UTM  14      -   0.99996563  x   0.99978501  =   0.99975065
 BM1138
 BM1138                          SUPERSEDED SURVEY CONTROL
 BM1138
 BM1138  NAD 83(1986)-  30 23 00.83204(N)    097 43 31.42824(W) AD(       ) 4
 BM1138  NGVD 29 (01/26/93)  244.6    (m)          802.     (f) H LEVEL        
 BM1138
 BM1138.Superseded values are not recommended for survey control.
 BM1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1138.See file dsdata.txt to determine how the superseded data were derived.
 BM1138
 BM1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2246261977(NAD 83)
 BM1138_MARKER: 92 = ANTENNA ON ROOF
 BM1138
 BM1138  HISTORY     - Date     Condition        Report By
 BM1138  HISTORY     - 1983     FIRST OBSERVED   NGS
 BM1138  HISTORY     - 19990111 MARK NOT FOUND   USPSQD
 BM1138
 BM1138                          STATION DESCRIPTION
 BM1138
 BM1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1138'THE STATION, APPLIED RESEARCH LABORATORIES TRAVERSE NETWORK
 BM1138'ANTENNA TRN 192 400, IS THE WEST ONE OF FIVE ANTENNAS MOUNTED ON
 BM1138'HORIZONTAL CROSSARMS EMANATING FROM A 2 CM POLE ATTACHED TO A
 BM1138'CONCRETE BUILDING PIER.  THE POLE IS 12.25 METERS (40.2 FT) EAST FROM
 BM1138'TRIANGULATION STATION TRANET, 24.65 METERS (80.9 FT) WEST FROM
 BM1138'TRIANGULATION STATION BAL USN, AND 10.95 METERS (35.9 FT) NORTH
 BM1138'FROM SOUTH EDGE OF THE ROOF.
 BM1138'
 BM1138'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1138'CENTER, ON THE ROOF OF THE APPLIED RESEARCH LABORATORIES BUILDING.
 BM1138'OWNERSHIP--LOYD HAMPTON-DIRECTOR, APPLIED RESEARCH LABORATORIES,
 BM1138'THE UNIVERSITY OF TEXAS AT AUSTIN, P.O. BOX 8029, 10000 BURNET
 BM1138'ROAD, AUSTIN, TX 78712.  TELEPHONE 512-835-3251.
 BM1138'
 BM1138'DESCRIBED BY G.R. HEID.
 BM1138
 BM1138                          STATION RECOVERY (1999)
 BM1138
 BM1138'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1139 ***********************************************************************
 BM1139  DESIGNATION -  TRN 192 SPARE
 BM1139  PID         -  BM1139
 BM1139  STATE/COUNTY-  TX/TRAVIS
 BM1139  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1139
 BM1139                         *CURRENT SURVEY CONTROL
 BM1139  ___________________________________________________________________
 BM1139* NAD 83(1993)-  30 23 00.84937(N)    097 43 31.45550(W)     ADJUSTED  
 BM1139* NAVD 88     -       244.7    (meters)     803.     (feet)  VERTCON   
 BM1139  ___________________________________________________________________
 BM1139  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 BM1139  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM1139
 BM1139  HORZ ORDER  -  THIRD
 BM1139
 BM1139.The horizontal coordinates were established by classical geodetic methods
 BM1139.and adjusted by the National Geodetic Survey in February 1996..
 BM1139
 BM1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1139
 BM1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1139
 BM1139.The geoid height was determined by GEOID03.
 BM1139
 BM1139;                    North         East     Units Scale Factor Converg.
 BM1139;SPC TX C     - 3,082,411.133   950,617.926   MT  0.99993946   +1 20 35.7
 BM1139;SPC TX C     -10,112,877.19  3,118,818.98   sFT  0.99993946   +1 20 35.7
 BM1139;UTM  14      - 3,361,978.196   622,461.270   MT  0.99978501   +0 38 41.1
 BM1139
 BM1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1139!SPC TX C     -   0.99996563  x   0.99993946  =   0.99990509
 BM1139!UTM  14      -   0.99996563  x   0.99978501  =   0.99975065
 BM1139
 BM1139                          SUPERSEDED SURVEY CONTROL
 BM1139
 BM1139  NAD 83(1986)-  30 23 00.86800(N)    097 43 31.43902(W) AD(       ) 4
 BM1139  NGVD 29 (01/26/93)  244.6    (m)          802.     (f) H LEVEL        
 BM1139
 BM1139.Superseded values are not recommended for survey control.
 BM1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1139.See file dsdata.txt to determine how the superseded data were derived.
 BM1139
 BM1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2246161978(NAD 83)
 BM1139_MARKER: 92 = ANTENNA ON ROOF
 BM1139
 BM1139  HISTORY     - Date     Condition        Report By
 BM1139  HISTORY     - 1983     FIRST OBSERVED   NGS
 BM1139  HISTORY     - 19990111 MARK NOT FOUND   USPSQD
 BM1139
 BM1139                          STATION DESCRIPTION
 BM1139
 BM1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1139'THE STATION, APPLIED RESEARCH LABORATORIES TRAVERSE NETWORK
 BM1139'ANTENNA TRN 192 SPARE IS THE NORTHEAST ONE OF FIVE ANTENNAS
 BM1139'MOUNTED ON HORIZONTAL CROSSARMS EMANATING FROM A 2 CM VERTICAL
 BM1139'POLE ATTACHED TO A CONCRETE BUILDING PIER.  POINT INTERSECTED IS
 BM1139'THE BASE OF ANTENNA WHERE IT JOINS THE INSULATOR, ABOUT 2 METERS
 BM1139'ABOVE THE ROOF.
 BM1139'THE POLE IS 12.25 METERS (40.2 FT) EAST FROM TRIANGULATION
 BM1139'STATION TRANET, 24.65 METERS (80.9 FT) WEST FROM TRIANGULATION
 BM1139'STATION BAL USN, AND 10.95 METERS (35.9 FT) NORTH FROM SOUTH EDGE
 BM1139'OF THE ROOF.
 BM1139'
 BM1139'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1139'CENTER, ON THE ROOF OF THE APPLIED RESEARCH LABORATORIES BUILDING.
 BM1139'OWNERSHIP--LOYD HAMPTON-DIRECTOR, APPLIED RESEARCH LABORATORIES,
 BM1139'THE UNIVERSITY OF TEXAS AT AUSTIN, P.O. BOX 8029, 10000 BURNET
 BM1139'ROAD, AUSTIN, TX 78712.  TELEPHONE 512-835-3251.
 BM1139'
 BM1139'DESCRIBED BY G.R. HEID.
 BM1139
 BM1139                          STATION RECOVERY (1999)
 BM1139
 BM1139'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1990 ***********************************************************************
 FL1990  DESIGNATION -  TROUBLE
 FL1990  PID         -  FL1990
 FL1990  STATE/COUNTY-  TX/DONLEY
 FL1990  USGS QUAD   -  TROUBLESOME CREEK (1959)
 FL1990
 FL1990                         *CURRENT SURVEY CONTROL
 FL1990  ___________________________________________________________________
 FL1990* NAD 83(1993)-  35 02 30.66069(N)    100 43 01.48800(W)     ADJUSTED  
 FL1990* NAVD 88     -       837.     (meters)    2746.     (feet)  SCALED    
 FL1990  ___________________________________________________________________
 FL1990  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 FL1990  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 FL1990
 FL1990  HORZ ORDER  -  SECOND
 FL1990
 FL1990.The horizontal coordinates were established by classical geodetic methods
 FL1990.and adjusted by the National Geodetic Survey in February 1996..
 FL1990
 FL1990.The orthometric height was scaled from a topographic map.
 FL1990
 FL1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1990
 FL1990.The geoid height was determined by GEOID03.
 FL1990
 FL1990;                    North         East     Units Scale Factor Converg.
 FL1990;SPC TX N     - 1,115,862.503   271,429.341   MT  0.99993228   +0 27 13.4
 FL1990;SPC TX N     - 3,660,958.90    890,514.43   sFT  0.99993228   +0 27 13.4
 FL1990;UTM  14      - 3,879,031.801   343,385.373   MT  0.99990230   -0 59 10.0
 FL1990
 FL1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1990!SPC TX N     -   0.99987277  x   0.99993228  =   0.99980506
 FL1990!UTM  14      -   0.99987277  x   0.99990230  =   0.99977508
 FL1990
 FL1990:                Primary Azimuth Mark                     Grid Az
 FL1990:SPC TX N     -  TROUBLE AZ MK                            061 37 32.6
 FL1990:UTM  14      -  TROUBLE AZ MK                            063 03 56.0
 FL1990
 FL1990|---------------------------------------------------------------------|
 FL1990| PID    Reference Object                     Distance      Geod. Az  |
 FL1990|                                                           dddmmss.s |
 FL1990| CL3466 TROUBLE AZ MK                                      0620446.0 |
 FL1990| CL3467 TROUBLE RM 1                          9.534 METERS 06828     |
 FL1990| EN0753 MEMPHIS CAP ROCK TRANS SYS MST      APPROX.28.2 KM 1582806.8 |
 FL1990| EN0754 HEDLEY WATER TANK                   APPROX.19.8 KM 1653128.8 |
 FL1990| CL3468 TROUBLE RM 2                         10.178 METERS 16636     |
 FL1990|---------------------------------------------------------------------|
 FL1990
 FL1990                          SUPERSEDED SURVEY CONTROL
 FL1990
 FL1990  NAD 83(1993)-  35 02 30.66166(N)    100 43 01.48560(W) AD(       ) 2
 FL1990  NAD 83(1986)-  35 02 30.66624(N)    100 43 01.48002(W) AD(       ) 2
 FL1990  NAD 27      -  35 02 30.48685(N)    100 42 59.98369(W) AD(       ) 2
 FL1990
 FL1990.Superseded values are not recommended for survey control.
 FL1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1990.See file dsdata.txt to determine how the superseded data were derived.
 FL1990
 FL1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4338579032(NAD 83)
 FL1990_MARKER: DS = TRIANGULATION STATION DISK
 FL1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1990_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1990
 FL1990  HISTORY     - Date     Condition        Report By
 FL1990  HISTORY     - 1964     MONUMENTED       CGS
 FL1990
 FL1990                          STATION DESCRIPTION
 FL1990
 FL1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 FL1990'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTHEAST OF CLARENDON,
 FL1990'12-1/2 MILES NORTH NORTHWEST OF HEDLEY, 10-1/2 MILES NORTH NORTHEAST
 FL1990'OF LELIA LAKE AT THE HEAD OF HORSE, TROUBLESOME, AND MCCORMICK
 FL1990'CREEKS AND ON LAND OWNED BY THE R O CATTLE COMPANY.
 FL1990'
 FL1990'TO REACH THE STATION FROM THE JUNCTION ON U.S. HIGHWAY 287 AND STATE
 FL1990'HIGHWAY 70 AT THE NORTHWEST EDGE OF CLARENDON, GO NORTH ON STATE
 FL1990'HIGHWAY 70 FOR 8.5 MILES TO A CROSS ROAD AND SIGN GRIFFIN RANCH.
 FL1990'TURN RIGHT AS PER SIGN AND GO EASTERLY FOR 2.55 MILES TO A DOUBLE
 FL1990'CATTLE GUARD AND A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 FL1990'EASTERLY FOR 4.35 MILES TO A FORK, TAKE THE RIGHT FORK AND
 FL1990'CONTINUE EASTERLY FOR 2.7 MILES TO A CROSS ROAD.  TURN RIGHT AND
 FL1990'GO SOUTH FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST
 FL1990'FOR 0.5 MILE TO A T ROAD.  TURN RIGHT AND GO SOUTH FOR 0.3
 FL1990'MILE TO A FORK AND A CATTLE GUARD.  TAKE THE LEFT FORK, CROSSING
 FL1990'THE CATTLE GUARD, AND GO EAST, THENCE NORTH, THENCE EAST AGAIN FOR
 FL1990'0.85 MILE TO A TAN HOUSE ON THE RIGHT, CONTINUE EAST FOR 0.25 MILE
 FL1990'TO A WIRE GATE, PASS THROUGH THE GATE AND KEEP RIGHT, SOUTH FOR
 FL1990'0.95 MILE TO A FORK.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 FL1990'TAKE THE LEFT FORK AND GO EASTERLY FOR 0.35 MILE TO THE TOP OF A
 FL1990'LOW HILL AND THE MARK ON THE RIGHT.) TAKE THE FORK AND GO 0.4 MILE
 FL1990'TO A DIM TRACK FORK TO THE RIGHT.  BEAR RIGHT AND GO 0.05 MILE ON THE
 FL1990'TRACK ROAD, THENCE NORTHERLY THROUGH THE BRUSH FOR 0.05 MILE TO THE
 FL1990'HIGHEST POINT AND THE STATION.
 FL1990'
 FL1990'THE STATION MARK IS A STANDARD DISK, STAMPED TROUBLE 1964, SET IN THE
 FL1990'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 FL1990'PROJECTS 7 INCHES.  IT IS ON THE HIGHEST POINT OF A LOW HILL, 5.5
 FL1990'FEET EAST OF A WITNESS POST.
 FL1990'
 FL1990'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TROUBLE NO 1 1964, SET
 FL1990'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 FL1990'PROJECTS 8 INCHES.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 FL1990'STATION.
 FL1990'
 FL1990'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TROUBLE NO 2 1964, SET
 FL1990'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 FL1990'PROJECTS 10 INCHES.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 FL1990'STATION.
 FL1990'
 FL1990'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TROUBLE 1964, SET IN THE
 FL1990'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 FL1990'PROJECTS 10 INCHES.  IT IS 21 FEET SOUTH OF THE CENTERLINE OF A
 FL1990'BLADED ROAD AND 4.3 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2322 ***********************************************************************
 AN2322  DESIGNATION -  TROUGH
 AN2322  PID         -  AN2322
 AN2322  STATE/COUNTY-  TX/ARANSAS
 AN2322  USGS QUAD   -  ST CHARLES BAY (1973)
 AN2322
 AN2322                         *CURRENT SURVEY CONTROL
 AN2322  ___________________________________________________________________
 AN2322* NAD 83(1993)-  28 09 52.00910(N)    096 54 42.23887(W)     ADJUSTED  
 AN2322* NAVD 88     -         2.95   (+/-2cm)       9.7    (feet)  VERTCON   
 AN2322  ___________________________________________________________________
 AN2322  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AN2322  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN2322
 AN2322  HORZ ORDER  -  SECOND
 AN2322  VERT ORDER  -  THIRD ? (See Below)
 AN2322
 AN2322.The horizontal coordinates were established by classical geodetic methods
 AN2322.and adjusted by the National Geodetic Survey in February 1996..
 AN2322
 AN2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2322.The vertical order pertains to the NGVD 29 superseded value.
 AN2322
 AN2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2322
 AN2322.The geoid height was determined by GEOID03.
 AN2322
 AN2322;                    North         East     Units Scale Factor Converg.
 AN2322;SPC TXSC     - 4,038,529.881   805,096.630   MT  1.00007002   +1 01 23.0
 AN2322;SPC TXSC     -13,249,743.45  2,641,387.86   sFT  1.00007002   +1 01 23.0
 AN2322;UTM  14      - 3,117,183.367   705,036.481   MT  1.00011889   +0 59 09.7
 AN2322
 AN2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2322!SPC TXSC     -   1.00000376  x   1.00007002  =   1.00007378
 AN2322!UTM  14      -   1.00000376  x   1.00011889  =   1.00012265
 AN2322
 AN2322:                Primary Azimuth Mark                     Grid Az
 AN2322:SPC TXSC     -  HAM                                      201 43 35.3
 AN2322:UTM  14      -  HAM                                      201 45 48.6
 AN2322
 AN2322|---------------------------------------------------------------------|
 AN2322| PID    Reference Object                     Distance      Geod. Az  |
 AN2322|                                                           dddmmss.s |
 AN2322| AN2314 HAM                                 APPROX. 4.6 KM 2024458.3 |
 AN2322| CV6882 TROUGH RM 1                          43.050 METERS 23745     |
 AN2322| CV6883 TROUGH RM 2                                        3275147.3 |
 AN2322|---------------------------------------------------------------------|
 AN2322
 AN2322                          SUPERSEDED SURVEY CONTROL
 AN2322
 AN2322  NAD 83(1986)-  28 09 52.01757(N)    096 54 42.21878(W) AD(       ) 2
 AN2322  NAD 27      -  28 09 50.97900(N)    096 54 41.25700(W) AD(       ) 2
 AN2322  NGVD 29 (07/19/86)    3.08   (m)           10.1    (f) LEVELING    3  
 AN2322
 AN2322.Superseded values are not recommended for survey control.
 AN2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2322.See file dsdata.txt to determine how the superseded data were derived.
 AN2322
 AN2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0503617183(NAD 83)
 AN2322_MARKER: DS = TRIANGULATION STATION DISK
 AN2322_SETTING: 0 = UNSPECIFIED SETTING
 AN2322
 AN2322  HISTORY     - Date     Condition        Report By
 AN2322  HISTORY     - 1934     MONUMENTED       CGS
 AN2322  HISTORY     - 1942     GOOD             CGS
 AN2322  HISTORY     - 1948     GOOD             CGS
 AN2322  HISTORY     - 1969     GOOD             CGS
 AN2322  HISTORY     - 1977     GOOD             CONOCO
 AN2322  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN2322  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 AN2322
 AN2322                          STATION DESCRIPTION
 AN2322
 AN2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2322'STATION IS ABOUT 16 MILES SSW OF AUSTWELL, ABOUT 6 MILES
 AN2322'ENE OF LAMAR, ON ST. CHARLES PENINSULA LOCALLY KNOWN AS
 AN2322'BLACK JACK PENINSULA.  IT IS ON A LOW MOUND, ABOUT 4 MILES NE
 AN2322'OF THE EXTREME END OF THE PENINSULA, 0.4 MILE SE OF A BRANDING
 AN2322'PEN AND WINDMILL, AND 25 METERS W OF ROAD RUNNING DOWN THE
 AN2322'PENINSULA.  THIS IS THE ONLY ROAD IN THE VICINITY.  STATION IS
 AN2322'1-1/4 MILES NE OF THE MOST E PART OF BILL MOTT BAYOU.
 AN2322'
 AN2322'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2322'SET IN CONCRETE.
 AN2322'
 AN2322'HEIGHT OF LIGHT ABOVE STATION MARK - 12.2 METERS.
 AN2322
 AN2322                          STATION RECOVERY (1942)
 AN2322
 AN2322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (USE)
 AN2322'DESCRIPTION GOOD.  NO SEARCH MADE FOR REFERENCE MARKS.
 AN2322'ENTIRELY SURROUNDED BY BRUSH.  TOWER NECESSARY FOR SIGHT TO
 AN2322'OTHER STATIONS.
 AN2322
 AN2322                          STATION RECOVERY (1948)
 AN2322
 AN2322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2322'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS LOCATED
 AN2322'IN THE ARANSAS NATIONAL WILDLIFE REFUGE, ABOUT 0.3 MILE NW
 AN2322'OF THE MAIN REFUGE ROAD LEADING TO BLACKJACK POINT.
 AN2322'
 AN2322'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 AN2322'AS DESCRIBED.
 AN2322
 AN2322                          STATION RECOVERY (1969)
 AN2322
 AN2322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2322'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 AN2322'FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AN2322'
 AN2322'THE STATION IS LOCATED ABOUT 16 MILES SOUTH-SOUTHWEST OF
 AN2322'AUSTWELL, 6 MILES EAST OF LAMAR, ON ST. CHARLES PENINSULA, IN THE
 AN2322'ARANSAS NATIONAL WILDLIFE REFUGE, ON A LOW KNOLL ABOUT 0.3
 AN2322'MILE SOUTHEAST OF A SHEET METAL BARN AND APPROXIMATELY 0.2
 AN2322'MILE EAST OF A SHELL ROAD.  IT IS 25 METERS WEST OF THE
 AN2322'APPROXIMATE CENTERLINE OF A TRACK ROAD AND 4 FEET NORTHEAST
 AN2322'OF A WITNESS POST WITH SIGN.  THE MONUMENT PROJECTS ABOUT
 AN2322'2 INCHES AND THE DISK IS STAMPED TROUGH 1934.
 AN2322'
 AN2322'REFERENCE MARK NO. 1 IS 43 METERS SOUTHWEST OF THE STATION,
 AN2322'55 PACES WEST OF A TRACK ROAD AND 15 FEET NORTH OF A CLUMP
 AN2322'OF SMALL LIVEOAK TREES.  THE MONUMENT PROJECTS 2 INCHES AND THE
 AN2322'DISK IS STAMPED TROUGH NO. 1 1934.
 AN2322'
 AN2322'REFERENCE MARK 2 IS APPROXIMATELY 0.15 MILE NORTHWEST OF THE
 AN2322'STATION.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK
 AN2322'IS STAMPED TROUGH NO. 2 1934.  A WITNESS POST WAS SET BY THE
 AN2322'MARK.
 AN2322'
 AN2322'TO REACH FROM THE NATIONAL WILDLIFE REFUGE HEADQUARTERS,
 AN2322'GO SOUTHERLY ON A SHELL ROAD FOR 1.8 MILES TO A SIDEROAD
 AN2322'RIGHT.  TURN RIGHT AS PER SIGN LOOP DRIVE AND GO NORTHWEST
 AN2322'AND SOUTHWESTERLY ON A SHELL ROAD FOR 4.55 MILES TO A
 AN2322'T-INTERSECTION.  TURN LEFT AND GO SOUTHERLY ON A SHELL ROAD AS PER
 AN2322'SIGN ST.  CHARLES BAY 6 MI, AND MAKING NO TURNS OFF THE
 AN2322'MAIN TRAVELED ROAD FOR 4.9 MILES TO A FORK AT UNION OIL COMPANY
 AN2322'HEADQUARTERS.  TURN LEFT AND GO SOUTHERLY ON A SHELL ROAD
 AN2322'FOR 2.15 MILES TO A FORK (JUST PAST A CATTLE GUARD).
 AN2322'BEAR RIGHT ON THE MAIN TRAVELED ROAD AND GO SOUTHWESTERLY
 AN2322'FOR 1.0 MILE TO A GATE (JUST SOUTH OF A METAL SHED).
 AN2322'PASS THROUGH THE GATE AND GO SOUTHERLY ON THE MAIN ROAD
 AN2322'FOR 0.25 MILE.  TURN LEFT ACROSS COUNTRY FOR ABOUT 300
 AN2322'YARDS TO REFERENCE MARK NO. 2 (AZIMUTH MARK) ON A SLIGHT
 AN2322'KNOLL.  CONTINUE AHEAD AROUND NORTH END OF SMALL INLAND
 AN2322'LAKE FOR APPROXIMATELY 0.15 MILE TO THE STATION.
 AN2322'
 AN2322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AN2322'EAST OF LAMAR
 AN2322
 AN2322                          STATION RECOVERY (1977)
 AN2322
 AN2322'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1977 (CJB)
 AN2322'TROUGH 1934 RECOVERED GOOD - WITH W/POST.
 AN2322'
 AN2322'NO. 2 1934 RECOVERED GOOD - WITH W/POST.
 AN2322'
 AN2322'NO. 1 NOT SEARCHED FOR.
 AN2322'
 AN2322'FROM SHELL RD. TO NO. 2 IS 330 FEET AT 150 DEG M. - THROUGH IS 600
 AN2322'FEET FARTHER ON SAME MAG. AZIMUTH.
 AN2322'
 AN2322'DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES SSW OF AUSTWELL.
 AN2322
 AN2322                          STATION RECOVERY (1991)
 AN2322
 AN2322'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AN2322'MARK NOT FOUND.
 AN2322
 AN2322                          STATION RECOVERY (1996)
 AN2322
 AN2322'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1267 ***********************************************************************
 CR1267  DESIGNATION -  TROUP MUNICIPAL TANK
 CR1267  PID         -  CR1267
 CR1267  STATE/COUNTY-  TX/SMITH
 CR1267  USGS QUAD   -  TROUP EAST (1973)
 CR1267
 CR1267                         *CURRENT SURVEY CONTROL
 CR1267  ___________________________________________________________________
 CR1267* NAD 83(1993)-  32 08 42.05914(N)    095 06 58.20623(W)     ADJUSTED  
 CR1267* NAVD 88     -                                                        
 CR1267  ___________________________________________________________________
 CR1267  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CR1267  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR1267
 CR1267  HORZ ORDER  -  THIRD
 CR1267
 CR1267.The horizontal coordinates were established by classical geodetic methods
 CR1267.and adjusted by the National Geodetic Survey in February 1996..
 CR1267
 CR1267
 CR1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1267
 CR1267.The geoid height was determined by GEOID03.
 CR1267
 CR1267;                    North         East     Units Scale Factor Converg.
 CR1267;SPC TXNC     - 2,058,186.843   919,188.368   MT  0.99999678   +1 50 43.9
 CR1267;SPC TXNC     - 6,752,568.00  3,015,703.84   sFT  0.99999678   +1 50 43.9
 CR1267;SPC TX C     - 3,286,299.696 1,192,068.132   MT  1.00008079   +2 41 13.7
 CR1267;SPC TX C     -10,781,801.59  3,910,976.86   sFT  1.00008079   +2 41 13.7
 CR1267;UTM  15      - 3,558,471.485   300,411.989   MT  1.00009128   -1 07 34.7
 CR1267
 CR1267                          SUPERSEDED SURVEY CONTROL
 CR1267
 CR1267  NAD 83(1986)-  32 08 42.06815(N)    095 06 58.19247(W) AD(       ) 4
 CR1267  NAD 27      -  32 08 41.49500(N)    095 06 57.39700(W) AD(       ) 3
 CR1267
 CR1267.Superseded values are not recommended for survey control.
 CR1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1267.See file dsdata.txt to determine how the superseded data were derived.
 CR1267
 CR1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR0041258471(NAD 83)
 CR1267_MARKER: 53 = ELEVATED TANK
 CR1267
 CR1267  HISTORY     - Date     Condition        Report By
 CR1267  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1267  HISTORY     - 19960420 GOOD             USPSQD
 CR1267
 CR1267                          STATION DESCRIPTION
 CR1267
 CR1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1267'STATION IS LOCATED IN THE NORTHEAST EDGE OF THE VILLAGE OF TROUP,
 CR1267'ABOUT 100 FEET SOUTH OF EAST BRADFORD STREET AND ON THE EAST
 CR1267'SIDE OF NORTH ATHENA STREET.  THE TANK IS SUPPORTED BY A FOUR
 CR1267'LEGGED STEEL STRUCTURE, SILVER IN COLOR, AND HAS AN OVERALL
 CR1267'HEIGHT OF 100 FEET.
 CR1267'
 CR1267'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 CR1267
 CR1267                          STATION RECOVERY (1996)
 CR1267
 CR1267'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1270 ***********************************************************************
 CR1270  DESIGNATION -  TROUP WEST MUNICIPAL TANK
 CR1270  PID         -  CR1270
 CR1270  STATE/COUNTY-  TX/SMITH
 CR1270  USGS QUAD   -  TROUP EAST (1973)
 CR1270
 CR1270                         *CURRENT SURVEY CONTROL
 CR1270  ___________________________________________________________________
 CR1270* NAD 83(1993)-  32 08 45.08227(N)    095 07 24.93457(W)     ADJUSTED  
 CR1270* NAVD 88     -                                                        
 CR1270  ___________________________________________________________________
 CR1270  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CR1270  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR1270
 CR1270  HORZ ORDER  -  THIRD
 CR1270
 CR1270.The horizontal coordinates were established by classical geodetic methods
 CR1270.and adjusted by the National Geodetic Survey in February 1996..
 CR1270
 CR1270
 CR1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1270
 CR1270.The geoid height was determined by GEOID03.
 CR1270
 CR1270;                    North         East     Units Scale Factor Converg.
 CR1270;SPC TXNC     - 2,058,257.381   918,485.279   MT  0.99999656   +1 50 29.3
 CR1270;SPC TXNC     - 6,752,799.42  3,013,397.12   sFT  0.99999656   +1 50 29.3
 CR1270;SPC TX C     - 3,286,359.903 1,191,364.024   MT  1.00008108   +2 40 60.0
 CR1270;SPC TX C     -10,781,999.12  3,908,666.80   sFT  1.00008108   +2 40 60.0
 CR1270;UTM  15      - 3,558,578.390   299,713.435   MT  1.00009473   -1 07 49.0
 CR1270
 CR1270                          SUPERSEDED SURVEY CONTROL
 CR1270
 CR1270  NAD 83(1986)-  32 08 45.09135(N)    095 07 24.92091(W) AD(       ) 4
 CR1270  NAD 27      -  32 08 44.51700(N)    095 07 24.12600(W) AD(       ) 3
 CR1270
 CR1270.Superseded values are not recommended for survey control.
 CR1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1270.See file dsdata.txt to determine how the superseded data were derived.
 CR1270
 CR1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR9971358578(NAD 83)
 CR1270_MARKER: 53 = ELEVATED TANK
 CR1270
 CR1270  HISTORY     - Date     Condition        Report By
 CR1270  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1270  HISTORY     - 19960420 GOOD             USPSQD
 CR1270
 CR1270                          STATION DESCRIPTION
 CR1270
 CR1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1270'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF TROUP.
 CR1270'IT IS A 4-LEGGED STEEL STRUCTURE, COLORED SILVER AND IS ABOUT
 CR1270'100 FEET IN OVER-ALL HEIGHT.  THE TOP AND CENTER WAS THE
 CR1270'POINT INTERSECTED.
 CR1270
 CR1270                          STATION RECOVERY (1996)
 CR1270
 CR1270'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2101 ***********************************************************************
 FL2101  DESIGNATION -  TROUT
 FL2101  PID         -  FL2101
 FL2101  STATE/COUNTY-  TX/DONLEY
 FL2101  USGS QUAD   -  TROUBLESOME CREEK (1959)
 FL2101
 FL2101                         *CURRENT SURVEY CONTROL
 FL2101  ___________________________________________________________________
 FL2101* NAD 83(1993)-  35 04 03.65847(N)    100 44 33.96898(W)     ADJUSTED  
 FL2101* NAVD 88     -       842.0    (meters)    2762.     (feet)  VERTCON   
 FL2101  ___________________________________________________________________
 FL2101  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 FL2101  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FL2101
 FL2101  HORZ ORDER  -  THIRD
 FL2101
 FL2101.The horizontal coordinates were established by classical geodetic methods
 FL2101.and adjusted by the National Geodetic Survey in February 1996..
 FL2101
 FL2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL2101
 FL2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2101
 FL2101.The geoid height was determined by GEOID03.
 FL2101
 FL2101;                    North         East     Units Scale Factor Converg.
 FL2101;SPC TX N     - 1,118,709.888   269,063.700   MT  0.99992945   +0 26 19.8
 FL2101;SPC TX N     - 3,670,300.69    882,753.16   sFT  0.99992945   +0 26 19.8
 FL2101;UTM  14      - 3,881,937.668   341,092.094   MT  0.99991122   -1 00 05.4
 FL2101
 FL2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2101!SPC TX N     -   0.99987204  x   0.99992945  =   0.99980150
 FL2101!UTM  14      -   0.99987204  x   0.99991122  =   0.99978327
 FL2101
 FL2101                          SUPERSEDED SURVEY CONTROL
 FL2101
 FL2101  NAD 83(1993)-  35 04 03.66002(N)    100 44 33.96821(W) AD(       ) 3
 FL2101  NAD 83(1986)-  35 04 03.66217(N)    100 44 33.96015(W) AD(       ) 3
 FL2101  NGVD 29 (01/19/93)  841.6    (m)         2761.     (f) VERT ANG       
 FL2101
 FL2101.Superseded values are not recommended for survey control.
 FL2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2101.See file dsdata.txt to determine how the superseded data were derived.
 FL2101
 FL2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4109281938(NAD 83)
 FL2101_MARKER: DD = SURVEY DISK
 FL2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2101+STABILITY: SURFACE MOTION
 FL2101
 FL2101  HISTORY     - Date     Condition        Report By
 FL2101  HISTORY     - 1958     MONUMENTED       USGS
 FL2101
 FL2101                          STATION DESCRIPTION
 FL2101
 FL2101'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FL2101'STATION IS LOCATED 11.9 MI. N. AND 1.7 MI. E. OF POST OFFICE IN LELIA
 FL2101'LAKE, TEXAS, 10.7 MI. S. OF ALANREED, TEXAS, 0.4 MI. NE. OF TROUT
 FL2101'FARMHOUSE, 0.7 MI. S. OF CROSSROADS AT ABANDONED GLENWOOD SCHOOL, 26
 FL2101'FT. W., 1.5 FT. N., AND 4.0 FT. HIGHER CENTERLINE GRADED RD. AT FENCE
 FL2101'W., 15 FT. W. OF FENCE CORNER.
 FL2101'
 FL2101'TO REACH FROM POST OFFICE IN LELIA LAKE, TEXAS, PROCEED W. ALONG U.S.
 FL2101'HIGHWAY 287 0.3 MI., THENCE N. ALONG FARM ROAD 1755 AND GRADED RD.
 FL2101'ACROSS SALT FORK OF RED RIVER, 7.0 MI. TO RD. FORK, TAKE LEFT FORK 5.5
 FL2101'MI. UP HILL ALONG RIDGE N. TO A E-W. FENCE W. OF RD. AND STATION.
 FL2101'
 FL2101'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 FL2101'0.3 FT., STAMPED---TROUT-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4961 ***********************************************************************
 AW4961  DESIGNATION -  TROUTT
 AW4961  PID         -  AW4961
 AW4961  STATE/COUNTY-  TX/WALLER
 AW4961  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW4961
 AW4961                         *CURRENT SURVEY CONTROL
 AW4961  ___________________________________________________________________
 AW4961* NAD 83(1993)-  29 56 08.56832(N)    095 58 38.40162(W)     ADJUSTED  
 AW4961* NAVD 88     -        64.86   (+/-2cm)     212.8    (feet)  VERTCON   
 AW4961  ___________________________________________________________________
 AW4961  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AW4961  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW4961
 AW4961  HORZ ORDER  -  FIRST
 AW4961  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4961
 AW4961.The horizontal coordinates were established by classical geodetic methods
 AW4961.and adjusted by the National Geodetic Survey in February 1996..
 AW4961
 AW4961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4961.The vertical order pertains to the NGVD 29 superseded value.
 AW4961
 AW4961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4961
 AW4961.The geoid height was determined by GEOID03.
 AW4961
 AW4961;                    North         East     Units Scale Factor Converg.
 AW4961;SPC TXSC     - 4,236,774.060   891,777.213   MT  0.99991806   +1 28 51.0
 AW4961;SPC TXSC     -13,900,149.56  2,925,772.41   sFT  0.99991806   +1 28 51.0
 AW4961;UTM  15      - 3,315,390.505   212,592.752   MT  1.00061928   -1 29 12.5
 AW4961;UTM  14      - 3,315,505.005   791,785.304   MT  1.00065057   +1 30 34.1
 AW4961
 AW4961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4961!SPC TXSC     -   0.99999412  x   0.99991806  =   0.99991218
 AW4961!UTM  15      -   0.99999412  x   1.00061928  =   1.00061340
 AW4961!UTM  14      -   0.99999412  x   1.00065057  =   1.00064469
 AW4961
 AW4961|---------------------------------------------------------------------|
 AW4961| PID    Reference Object                     Distance      Geod. Az  |
 AW4961|                                                           dddmmss.s |
 AW4961| CV6887 TROUTT RM 3                          42.624 METERS 00457     |
 AW4961| BL2253 WALLER MUNICIPAL TANK               APPROX.14.5 KM 0193338.8 |
 AW4961| BL2249 DALLAS HOUSTON AIRWAY BEACON 7      APPROX.27.6 KM 0522620.3 |
 AW4961| CV6885 TROUTT RM 1                          50.902 METERS 09338     |
 AW4961| AW6978 HUMBLE N KATY PROD PLANT TANK       APPROX.13.6 KM 1193115.3 |
 AW4961| AW6986 HUMBLE KATY GAS PLANT RAD MAST      APPROX.16.4 KM 1442630.0 |
 AW4961| AW6982 HUMBLE KATY GAS PLANT CEN STK       APPROX.16.7 KM 1452034.8 |
 AW4961| AW6985 HUMBLE KATY BLENDING PLANT TK       APPROX.18.5 KM 1520914.5 |
 AW4961| AW5344 TROUTT AZ MK 2                                     1531042.0 |
 AW4961| AW6983 BROOKSHIRE SHELL PIPELINE TANK      APPROX.17.4 KM 1570133.0 |
 AW4961| CV6886 TROUTT RM 2                          44.647 METERS 16912     |
 AW4961| AW6984 BROOKSHIRE MUNICIPAL TANK           APPROX.16.9 KM 1714410.7 |
 AW4961| AW4962 TROUTT AZ MK                                       2050436.9 |
 AW4961| CV6888 TROUTT RM 4                          28.139 METERS 27159     |
 AW4961| AX2667 BELLVILLE MUNICIPAL TANK            APPROX.27.2 KM 2732758.8 |
 AW4961| AX2668 BELLVILLE AUSTIN CO CH TOWER        APPROX.27.1 KM 2733015.2 |
 AW4961| BL2252 PRAIRIE VIEW COLL HEAT PLT STK      APPROX.17.7 KM 3562435.7 |
 AW4961| BL2251 PRAIRIE VIEW COLL WATER TANK        APPROX.17.7 KM 3562705.9 |
 AW4961|---------------------------------------------------------------------|
 AW4961
 AW4961                          SUPERSEDED SURVEY CONTROL
 AW4961
 AW4961  NAD 83(1986)-  29 56 08.58323(N)    095 58 38.38468(W) AD(       ) 1
 AW4961  NAD 27      -  29 56 07.77100(N)    095 58 37.54200(W) AD(       ) 1
 AW4961  NGVD 29 (??/??/92)   64.839  (m)          212.73   (f) ADJ UNCH    2 0
 AW4961
 AW4961.Superseded values are not recommended for survey control.
 AW4961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4961.See file dsdata.txt to determine how the superseded data were derived.
 AW4961
 AW4961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1259315391(NAD 83)
 AW4961_MARKER: DS = TRIANGULATION STATION DISK
 AW4961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4961_STAMPING: TROUTT 1935
 AW4961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4961+STABILITY: SURFACE MOTION
 AW4961
 AW4961  HISTORY     - Date     Condition        Report By
 AW4961  HISTORY     - 1935     MONUMENTED       CGS
 AW4961  HISTORY     - 1937     GOOD             TXHD
 AW4961  HISTORY     - 1948     GOOD             LOCSUR
 AW4961  HISTORY     - 1952     GOOD             CGS
 AW4961  HISTORY     - 1954     GOOD             CGS
 AW4961  HISTORY     - 1954     GOOD             NGS
 AW4961  HISTORY     - 1955     GOOD             USGS
 AW4961  HISTORY     - 1971     GOOD             USGS
 AW4961  HISTORY     - 20041014 MARK NOT FOUND   USPSQD
 AW4961
 AW4961                          STATION DESCRIPTION
 AW4961
 AW4961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW4961'THIS STATION IS ABOUT 12-1/2 MILES SE OF HEMPSTEAD, AND
 AW4961'ABOUT 16-1/2 MILES E OF BELLVILLE, IN SECTION 27, PRECINCT
 AW4961'4, ON LAND OWNED AND OCCUPIED BY J.L. TROUTT.  IT IS ABOUT
 AW4961'1/4 MILE N OF THE SE CORNER OF SECTION 27, IN A SMALL ORCHARD
 AW4961'ABOUT 175 FEET N OF MR. TROUTTS HOUSE, 1 FOOT E OF THE EXTENSION
 AW4961'OF THE E GARDEN FENCE, 28 FEET N OF THE FENCE CORNER AT THE
 AW4961'NE CORNER OF THE GARDEN, AND 27 FEET W OF THE E LINE OF
 AW4961'SECTION 27.  MARK PROJECTS 6 INCHES.
 AW4961'
 AW4961'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW4961'BRONZE DISKS SET IN CONCRETE.
 AW4961'
 AW4961'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT N OF A
 AW4961'FENCE ON THE N SIDE OF A LANE, AND 55 FEET W OF A FENCE
 AW4961'CORNER, AND PROJECTS 3 INCHES.  REFERENCE MARK NO. 2 IS SSE
 AW4961'OF THE STATION, ON THE E LINE OF SECTION 27, 71 FEET ENE OF
 AW4961'THE NE CORNER OF MR. TROUTTS HOUSE, 5 FEET N OF A 5-INCH
 AW4961'ASH TREE, AND 25 FEET E OF THE E GARDEN FENCE, AND PROJECTS
 AW4961'6 INCHES.
 AW4961'
 AW4961'THE AZIMUTH MARK IS SSW OF THE STATION, 25 FEET N OF THE
 AW4961'CENTER LINE OF THE ROAD, 1 FOOT S OF THE RIGHT-OF-WAY FENCE,
 AW4961'AND 0.1 MILE W OF THE GATE AT THE LANE LEADING N TO MR. TROUTTS
 AW4961'HOUSE, AND PROJECTS 8 INCHES.
 AW4961'
 AW4961'TO REACH FROM HEMPSTEAD GO E ON STATE HIGHWAY 6 FOR 5.4
 AW4961'MILES TO PRAIRIE VIEW RAILROAD STATION, THENCE S ON DIRT
 AW4961'ROAD 1.1 MILES TO TURN, THENCE E 0.3 MILE, THENCE S 2.45
 AW4961'MILES, THENCE W 0.25 MILE, THENCE S 5.2 MILES, JOG W 0.1
 AW4961'MILE, THENCE S 1.0 MILE, THENCE E 1.0 MILE TO GATE AT LANE
 AW4961'LEADING N TO HOUSE AND STATION.
 AW4961'
 AW4961'A 77-FOOT TOWER WAS USED.
 AW4961'
 AW4961'ALL LIGHTS COME INTO VIEW AT 15 FEET.
 AW4961
 AW4961                          STATION RECOVERY (1937)
 AW4961
 AW4961'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW4961'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 AW4961
 AW4961                          STATION RECOVERY (1948)
 AW4961
 AW4961'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (EPB)
 AW4961'LETTER OF E.B. PACKER, FT. WORTH, TEXAS DATED JUNE 24, 1948--
 AW4961'
 AW4961'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AW4961'AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN PULLED
 AW4961'OUT AND DESTROYED BY NEW ROAD CONSTRUCTION MACHINERY.
 AW4961'
 AW4961'REFERENCE MARK DISK STAMPED TROUTT AZIMUTH 1935 RECEIVED AT
 AW4961'THIS OFFICE 6/30/48.
 AW4961
 AW4961                          STATION RECOVERY (1952)
 AW4961
 AW4961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW4961'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 AW4961'IN GOOD CONDITION.  A THOROUGH SEARCH WAS MADE FOR REFERENCE
 AW4961'MARK NO. 1 AND THE AZIMUTH MARK BUT THEY COULD NOT BE FOUND.
 AW4961'THE ORIGINAL LOCATION OF REFERENCE MARK NO. 1 IS NOW UNDER
 AW4961'CULTIVATION AND THE MARK IS THOUGHT DESTROYED BY FARMING
 AW4961'OPERATIONS.  PIECES OF BROKEN CONCRETE WERE FOUND NEAR THE
 AW4961'ORIGINAL LOCATION OF THE AZIMUTH MARK AND IT IS THOUGHT
 AW4961'DESTROYED BY ROAD MACHINERY.  THE 1935 REFERENCE MARK NO. 2 WAS
 AW4961'DESTROYED AND A NEW MARK ESTABLISHED.
 AW4961'
 AW4961'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW4961'
 AW4961'THE STATION IS LOCATED ABOUT 16.5 MILES EAST OF BELLVILLE,
 AW4961'10.5 MILES NORTH-NORTHWEST OF BROOKSHIRE AND 9.5 MILES
 AW4961'SOUTH-SOUTHWEST OF WALLER IN THE FARM YARD OF LAND OWNED
 AW4961'BY MR. A.A. PFEFFER OF HOUSTON.  IT IS 180.0 FEET NORTH-NORTHEAST
 AW4961'OF THE NORTHEAST CORNER OF A FARM HOUSE, 108.0 FEET EAST
 AW4961'NORTHEAST OF THE CENTER OF A WELL AND 107.0 FEET NORTHWEST
 AW4961'OF A POWER LINE TRANSFORMER POLE.  IT PROJECTS 12 INCHES
 AW4961'AND IS STAMPED TROUTT 1935.
 AW4961'
 AW4961'REFERENCE MARK NO. 3 IS LOCATED ALONG THE EAST EDGE OF AN
 AW4961'OLD ORCHARD SITE AND JUST WEST OF A DRAINAGE DITCH.  IT
 AW4961'PROJECTS 1 INCH AND IS STAMPED TROUTT NO 3 1935.
 AW4961'
 AW4961'REFERENCE MARK NO. 4 IS ABOUT 1.5 FEET BELOW THE ELEVATION
 AW4961'OF THE STATION, 52.0 FEET NORTH OF THE NORTH EDGE OF A WELL
 AW4961'HOUSE, 27.0 FEET SOUTH OF A SMALL METAL GRANARY AND JUST
 AW4961'SOUTH OF A DRAINAGE DITCH.  IT IS STAMPED TROUTT NO 4 1935.
 AW4961'
 AW4961'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE
 AW4961'MARK NO. 4 IS 171.55 FEET.
 AW4961'
 AW4961'THE AZIMUTH MARK IS 35.0 FEET SOUTH OF THE CENTER OF A GRAVELED
 AW4961'ROAD WHERE IT MAKES A SMALL JOG, 2.0 FEET NORTHWEST OF A
 AW4961'FENCE CORNER BRACE POST AND 2.0 FEET WEST OF A WITNESS POST.
 AW4961'IT PROJECTS 6 INCHES AND IS STAMPED TROUTT 1935 RESET 1952.
 AW4961'
 AW4961'TO REACH THE STATION FROM THE TRAFFIC LIGHT ONE BLOCK WEST
 AW4961'OF THE POST OFFICE AND JUST NORTH OF THE RAILROAD DEPOT
 AW4961'IN WALLER, GO WESTERLY ON U.S. HIGHWAY NO. 290 FOR 0.45 MILE
 AW4961'TO THE JUNCTION WITH FARM ROAD NO. 362.  HERE TURN LEFT AND
 AW4961'GO SOUTHWESTERLY ON FARM ROAD NO. 362 FOR 10.0 MILES TO A
 AW4961'CROSSROAD AND A GRAIN ELEVATOR IN THE NORTHWEST ANGLE, TURN
 AW4961'RIGHT AND FOLLOW A GRAVELED ROAD WEST FOR 1.05 MILE TO A
 AW4961'JOG IN THE ROAD AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AW4961'CONTINUE WEST FOR 0.15 MILE TO A BOARD GATE ON THE RIGHT
 AW4961'LEADING INTO A GROUP OF FARM BUILDINGS, TURN RIGHT THROUGH
 AW4961'THIS GATE AND FOLLOW DRIVE NORTH FOR 0.25 MILE AND THE
 AW4961'STATION ON THE LEFT AS DESCRIBED.
 AW4961
 AW4961                          STATION RECOVERY (1954)
 AW4961
 AW4961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW4961'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND
 AW4961'NEW ORLEANS RAILROAD STATION AT WALLER, THENCE 6.0 MILES
 AW4961'SOUTH ALONG MATHIS ROAD, THENCE 0.95 MILE WEST ALONG A GRAVELED
 AW4961'ROAD, THENCE 2.1 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 AW4961'3.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH
 AW4961'ALONG A PRIVATE DRIVEWAY, AT A BRICK HOUSE, 36.8 FEET NORTH
 AW4961'OF A FENCE, IN A CLEARING, A TRIANGULATION STATION DISK
 AW4961'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.3 FEET
 AW4961'ABOVE THE GROUND, STAMPED TROUTT 1935.
 AW4961'
 AW4961'THE REFERENCE MARKS FOR THIS STATION WERE SEARCHED FOR BUT
 AW4961'NOT RECOVERED.
 AW4961'
 AW4961'TROUTT 1935 AZIMUTH RESET 1952 IS 0.35 MILE SOUTHEAST OF
 AW4961'TRIANGULATION STATION TROUTT 1935, 75 FEET WEST OF THE CENTER LINE OF
 AW4961'AN ABANDONED ROAD LEADING SOUTH, 27 FEET SOUTH OF THE CENTER LINE
 AW4961'OF AN EAST AND WEST GRAVELED ROAD, AT A JOG IN THE ROAD,
 AW4961'0.7 FOOT NORTH OF A FENCE, 1.8 FEET WEST OF A WITNESS
 AW4961'POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 AW4961'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED TROUTT
 AW4961'1935 RESET 1952.
 AW4961
 AW4961                          STATION RECOVERY (1954)
 AW4961
 AW4961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AW4961'13.55 MI S FROM WALLER.
 AW4961'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW4961'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW4961'THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTH
 AW4961'ALONG A GRAVELED ROAD, THENCE 3.1 MILES WEST ALONG A GRAVELED ROAD,
 AW4961'THENCE 0.25 MILE NORTH ALONG A PRIVATE DRIVEWAY, AT A BRICK HOUSE,
 AW4961'36.8 FEET NORTH OF A FENCE, IN A CLEARING, SET IN THE TOP OF A
 AW4961'CONCRETE POST WHICH PROJECTS 1.3 FEET ABOVE THE GROUND.
 AW4961
 AW4961                          STATION RECOVERY (1955)
 AW4961
 AW4961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW4961'NOTES ON TROUTT STATE THAT THIS MARK WAS DESTROYED BY ROAD
 AW4961'CONSTRUCTION BUT IT WAS FOUND IN GOOD CONDITION.  IT IS NOW
 AW4961'ON THE SOUTH SIDE OF THE ROAD.
 AW4961
 AW4961                          STATION RECOVERY (1971)
 AW4961
 AW4961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (KDC)
 AW4961'TROUTT AZIMUTH RESET--FOUND IN A LEANING POSITION.
 AW4961
 AW4961                          STATION RECOVERY (2004)
 AW4961
 AW4961'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5344 ***********************************************************************
 AW5344  DESIGNATION -  TROUTT AZ MK 2
 AW5344  PID         -  AW5344
 AW5344  STATE/COUNTY-  TX/WALLER
 AW5344  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW5344
 AW5344                         *CURRENT SURVEY CONTROL
 AW5344  ___________________________________________________________________
 AW5344* NAD 83(1986)-  29 55 55.     (N)    095 58 30.     (W)     SCALED    
 AW5344* NAVD 88     -        63.57   (+/-2cm)     208.6    (feet)  VERTCON   
 AW5344  ___________________________________________________________________
 AW5344  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW5344
 AW5344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW5344
 AW5344.The horizontal coordinates were scaled from a topographic map and have
 AW5344.an estimated accuracy of +/- 6 seconds.
 AW5344
 AW5344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5344.The vertical order pertains to the NGVD 29 superseded value.
 AW5344
 AW5344.The geoid height was determined by GEOID03.
 AW5344
 AW5344;                    North         East    Units  Estimated Accuracy
 AW5344;SPC TXSC     - 4,236,360.      892,010.      MT  (+/- 180 meters Scaled)
 AW5344
 AW5344                          SUPERSEDED SURVEY CONTROL
 AW5344
 AW5344  NGVD 29 (??/??/92)   63.553  (m)          208.51   (f) ADJ UNCH    2 0
 AW5344
 AW5344.Superseded values are not recommended for survey control.
 AW5344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5344.See file dsdata.txt to determine how the superseded data were derived.
 AW5344
 AW5344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP128149(NAD 83)
 AW5344_MARKER: DZ = AZIMUTH MARK DISK
 AW5344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5344_STAMPING: TROUTT 1935 RESET 1952
 AW5344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5344+STABILITY: SURFACE MOTION
 AW5344
 AW5344  HISTORY     - Date     Condition        Report By
 AW5344  HISTORY     - 1952     MONUMENTED       CGS
 AW5344  HISTORY     - 1954     GOOD             NGS
 AW5344  HISTORY     - 20041014 MARK NOT FOUND   USPSQD
 AW5344
 AW5344                          STATION DESCRIPTION
 AW5344
 AW5344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW5344'13.2 MI S FROM WALLER.
 AW5344'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW5344'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW5344'THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTH
 AW5344'ALONG A GRAVELED ROAD, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD, 75
 AW5344'FEET WEST OF THE CENTER LINE OF AN ABANDONED ROAD LEADING SOUTH, 27
 AW5344'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, AT A
 AW5344'JOG IN THE ROAD, 0.7 FOOT NORTH OF A FENCE, 1.8 FEET WEST OF A WITNESS
 AW5344'POST, 0.35 MILE SOUTHEAST OF TRIANGULATION STATION TROUTT 1935, SET IN
 AW5344'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AW5344
 AW5344                          STATION RECOVERY (2004)
 AW5344
 AW5344'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1069 ***********************************************************************
 CD1069  DESIGNATION -  TRUCK
 CD1069  PID         -  CD1069
 CD1069  STATE/COUNTY-  TX/HUDSPETH
 CD1069  USGS QUAD   -  MC NARY (1972)
 CD1069
 CD1069                         *CURRENT SURVEY CONTROL
 CD1069  ___________________________________________________________________
 CD1069* NAD 83(1993)-  31 11 51.85254(N)    105 46 11.93267(W)     ADJUSTED  
 CD1069* NAVD 88     -      1069.     (meters)    3507.     (feet)  SCALED    
 CD1069  ___________________________________________________________________
 CD1069  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CD1069  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CD1069
 CD1069  HORZ ORDER  -  SECOND
 CD1069
 CD1069.The horizontal coordinates were established by classical geodetic methods
 CD1069.and adjusted by the National Geodetic Survey in February 1996..
 CD1069
 CD1069.The orthometric height was scaled from a topographic map.
 CD1069
 CD1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1069
 CD1069.The geoid height was determined by GEOID03.
 CD1069
 CD1069;                    North         East     Units Scale Factor Converg.
 CD1069;SPC TX C     - 3,182,385.048   182,115.894   MT  0.99988759   -2 48 00.7
 CD1069;SPC TX C     -10,440,874.94    597,491.90   sFT  0.99988759   -2 48 00.7
 CD1069;UTM  13      - 3,451,771.807   426,644.003   MT  0.99966637   -0 23 55.9
 CD1069
 CD1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1069!SPC TX C     -   0.99983599  x   0.99988759  =   0.99972359
 CD1069!UTM  13      -   0.99983599  x   0.99966637  =   0.99950241
 CD1069
 CD1069|---------------------------------------------------------------------|
 CD1069| PID    Reference Object                     Distance      Geod. Az  |
 CD1069|                                                           dddmmss.s |
 CD1069| CH9803 TRUCK RM 1                           54.819 METERS 11734     |
 CD1069| CH9802 TRUCK AZ MK                                        1495813.6 |
 CD1069| CH9804 TRUCK RM 2                           32.592 METERS 29041     |
 CD1069|---------------------------------------------------------------------|
 CD1069
 CD1069                          SUPERSEDED SURVEY CONTROL
 CD1069
 CD1069  NAD 83(1986)-  31 11 51.86509(N)    105 46 11.92458(W) AD(       ) 2
 CD1069  NAD 27      -  31 11 51.40600(N)    105 46 10.05000(W) AD(       ) 2
 CD1069
 CD1069.Superseded values are not recommended for survey control.
 CD1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1069.See file dsdata.txt to determine how the superseded data were derived.
 CD1069
 CD1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ2664451772(NAD 83)
 CD1069_MARKER: DS = TRIANGULATION STATION DISK
 CD1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1069
 CD1069  HISTORY     - Date     Condition        Report By
 CD1069  HISTORY     - 1936     MONUMENTED       CGS
 CD1069
 CD1069                          STATION DESCRIPTION
 CD1069
 CD1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1069'STATION IS ABOUT 4.2 MILES S BY E OF MC NARY BY ROADS, ON THE
 CD1069'N SIDE OF A GRADED DIRT ROAD, AND ON THE TOP OF THE S SPOIL
 CD1069'BANK OF AN IRRIGATION CANAL, WHICH PARALLELS THE ROAD.  IT IS
 CD1069'0.1 MILE E OF CANAL JUNCTION AND CONTROL GATES, 19 FEET N OF THE
 CD1069'CENTER LINE OF DIRT ROAD, AND 15 FEET S OF THE CENTER LINE OF
 CD1069'CANAL.  THE MARK PROJECTS ABOUT 2 INCHES.
 CD1069'
 CD1069'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CD1069'BRONZE DISKS SET IN CONCRETE.
 CD1069'
 CD1069'REFERENCE MARK NO. 1 IS ABOUT 20 FEET S OF THE CENTER LINE OF
 CD1069'IRRIGATION CANAL, 12 FEET N OF THE CENTER LINE OF DIRT ROAD, AND
 CD1069'5 FEET W OF POWER-LINE POLE.  THE MARK PROJECTS 6 INCHES.
 CD1069'
 CD1069'REFERENCE MARK NO. 2 IS 20 FEET S OF THE CENTER LINE OF
 CD1069'IRRIGATION CANAL, 14 FEET N OF THE CENTER LINE OF DIRT ROAD, AND
 CD1069'8 FEET E OF POWER-LINE POLE.  THE MARK PROJECTS 6 INCHES.
 CD1069'
 CD1069'THE AZIMUTH MARK IS 0.7 MILE E AND 0.45 MILE S OF THE STATION,
 CD1069'50 FEET N OF THE CENTER LINE OF IRRIGATION CANAL AND 20 FEET W
 CD1069'OF THE CENTER LINE OF N-AND-S GRADED ROAD.  THE CONCRETE POST IS
 CD1069'SURROUNDED BY A MASS OF CONCRETE AND IT PROJECTS 6 INCHES.
 CD1069'
 CD1069'TRIANGULATION STATION FINLAY PEAK IS VISIBLE FROM THE STATION.
 CD1069'
 CD1069'TO REACH FROM THE MC NARY RAILROAD DEPOT, GO SE ON U.S. HIGHWAY
 CD1069'80 FOR 1.3 MILES TO A GRAVELED T-ROAD RIGHT (S), THENCE TURN
 CD1069'S ON T-ROAD AND GO 1.4 MILES TO A ROAD FORKS IMMEDIATELY AFTER
 CD1069'CROSSING AN IRRIGATION CANAL, THENCE TAKE LEFT FORK (EASTERLY) AND
 CD1069'FOLLOW DIRT ROAD 1.5 MILES TO ANOTHER ROAD FORKS, THENCE TAKE
 CD1069'LEFT FORK (MAIN ROAD) AND GO 0.1 MILE TO THE STATION.
 CD1069'
 CD1069'OBSERVATIONS WERE MADE FROM A 4-FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1591 ***********************************************************************
 AH1591  DESIGNATION -  TRUDIS
 AH1591  PID         -  AH1591
 AH1591  STATE/COUNTY-  TX/KLEBERG
 AH1591  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1591
 AH1591                         *CURRENT SURVEY CONTROL
 AH1591  ___________________________________________________________________
 AH1591* NAD 83(1993)-  27 30 44.79625(N)    097 58 58.58647(W)     ADJUSTED  
 AH1591* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 AH1591  ___________________________________________________________________
 AH1591  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AH1591  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH1591
 AH1591  HORZ ORDER  -  THIRD
 AH1591
 AH1591.The horizontal coordinates were established by classical geodetic methods
 AH1591.and adjusted by the National Geodetic Survey in February 1996..
 AH1591
 AH1591.The orthometric height was scaled from a topographic map.
 AH1591
 AH1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1591
 AH1591.The geoid height was determined by GEOID03.
 AH1591
 AH1591;                    North         East     Units Scale Factor Converg.
 AH1591;SPC TX S     - 5,204,603.945   351,082.499   MT  0.99993447   +0 14 05.1
 AH1591;SPC TX S     -17,075,438.11  1,151,843.17   sFT  0.99993447   +0 14 05.1
 AH1591;UTM  14      - 3,043,607.004   600,449.352   MT  0.99972455   +0 28 11.5
 AH1591
 AH1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1591!SPC TX S     -   0.99999925  x   0.99993447  =   0.99993372
 AH1591!UTM  14      -   0.99999925  x   0.99972455  =   0.99972380
 AH1591
 AH1591|---------------------------------------------------------------------|
 AH1591| PID    Reference Object                     Distance      Geod. Az  |
 AH1591|                                                           dddmmss.s |
 AH1591| CV3527 TRUDIS RM 1                          27.024 METERS 16353     |
 AH1591| CV3526 TRUDIS AZ MK                                       2255349.1 |
 AH1591| CV3528 TRUDIS RM 2                          26.738 METERS 28018     |
 AH1591| AH1590 HUMBLE OIL CO STRATTON GATE TK      APPROX. 2.6 KM 3570522.4 |
 AH1591|---------------------------------------------------------------------|
 AH1591
 AH1591                          SUPERSEDED SURVEY CONTROL
 AH1591
 AH1591  NAD 83(1986)-  27 30 44.80606(N)    097 58 58.56299(W) AD(       ) 3
 AH1591  NAD 27      -  27 30 43.67730(N)    097 58 57.56000(W) AD(       ) 3
 AH1591
 AH1591.Superseded values are not recommended for survey control.
 AH1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1591.See file dsdata.txt to determine how the superseded data were derived.
 AH1591
 AH1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0044943607(NAD 83)
 AH1591_MARKER: DS = TRIANGULATION STATION DISK
 AH1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1591
 AH1591  HISTORY     - Date     Condition        Report By
 AH1591  HISTORY     - 1961     MONUMENTED       CGS
 AH1591
 AH1591                          STATION DESCRIPTION
 AH1591
 AH1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AH1591'THE STATION IS ON THE KING RANCH, IN THE BARREGOS OIL FIELD,
 AH1591'ABOUT 7-1/2 MILES WEST SOUTHWEST OF KINGSVILLE, 4-1/2 MILES EAST
 AH1591'OF THE JIM WELLS-KLEBERG COUNTY LINE, BY HUMBLE OIL COMPANY
 AH1591'BATTERY NUMBER 5.
 AH1591'
 AH1591'TO REACH THE STATION FROM THE JUNCTION OF CITY ROUTES U.S.
 AH1591'HIGHWAY 77 AND STATE HIGHWAY 141 ONE BLOCK NORTH OF THE POST
 AH1591'OFFICE IN KINGSVILLE, GO WESTERLY ON STATE HIGHWAY 141 FOR 7.4
 AH1591'MILES TO A GATE AND A GUARD HOUSE ON BOTH SIDES OF THE HIGHWAY.
 AH1591'GO THROUGH THE SOUTH GATE AND FOLLOW A SURFACED ROAD FOR 1.5
 AH1591'MILES TO WHERE THE SURFACED ROAD TURNS RIGHT.  KEEP STRAIGHT
 AH1591'AHEAD, SOUTH, ON A GRAVELED ROAD FOR 0.15 MILE TO A T-ROAD
 AH1591'JUNCTION.  TURN LEFT, GO ABOUT 50 FEET, THEN RIGHT ABOUT 200
 AH1591'FEET TO THE STATION.
 AH1591'
 AH1591'STATION MARKS ARE STANDARD DISKS STAMPED TRUDIS 1961.  THE
 AH1591'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AH1591'2 INCHES.  IT IS 227 FEET WEST OF A LARGE OIL STORAGE TANK,
 AH1591'221 FEET WEST OF THE NORTHWEST CORNER OF A FENCE AROUND THE
 AH1591'STORAGE TANK, 218 FEET SOUTH OF THE T-ROAD INTERSECTION, 202
 AH1591'FEET WEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND STORAGE
 AH1591'TANK, AND 18 FEET SOUTHEAST OF A PIPE LINE CLEARING.  THE
 AH1591'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 AH1591'INCHES BELOW THE SURFACE OF THE GROUND.
 AH1591'
 AH1591'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TRUDIS NO 1 1961,
 AH1591'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AH1591'IT IS 306 FEET SOUTH OF THE T-ROAD INTERSECTION, AND 191 FEET
 AH1591'WEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE STORAGE
 AH1591'TANK.
 AH1591'
 AH1591'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TRUDIS NO 2 1961,
 AH1591'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AH1591'IT IS 187 FEET SOUTH OF THE T-ROAD INTERSECTION, AND 72 FEET
 AH1591'NORTH OF A RED POST ABOUT 2 FEET HIGH.
 AH1591'
 AH1591'AZIMUTH MARK, A STANDARD DISK STAMPED TRUDIS 1961, IS SET
 AH1591'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS ABOUT
 AH1591'115 YARDS WEST FROM WHERE THE ROAD TURNS SOUTH, AT THE WESTERN
 AH1591'EDGE OF A CLEARING FOR A GAS LINE, 137 FEET NORTH OF THE NORTH
 AH1591'CORNER OF THE FENCE AROUND GAS PIPES AND VALVES, 52 FEET NORTH
 AH1591'OF THE CENTER OF GRAVELED ROAD, AND 2.5 FEET EAST OF A METAL
 AH1591'WITNESS POST.
 AH1591'
 AH1591'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 AH1591'GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND FOLLOW
 AH1591'THE SURFACED ROAD FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT,
 AH1591'AT SIGNS K R BORREGOS 148 AND K R BORREGOS 7.26.  TURN LEFT,
 AH1591'GO EAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK
 AH1591'ON THE LEFT.
 AH1591'
 AH1591'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AH1591'
 AH1591'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2689 ***********************************************************************
 CS2689  DESIGNATION -  TRUMBULL
 CS2689  PID         -  CS2689
 CS2689  STATE/COUNTY-  TX/ELLIS
 CS2689  USGS QUAD   -  PALMER (1978)
 CS2689
 CS2689                         *CURRENT SURVEY CONTROL
 CS2689  ___________________________________________________________________
 CS2689* NAD 83(1993)-  32 29 00.49761(N)    096 39 52.59865(W)     ADJUSTED  
 CS2689* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 CS2689  ___________________________________________________________________
 CS2689  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 CS2689  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS2689
 CS2689  HORZ ORDER  -  SECOND
 CS2689
 CS2689.The horizontal coordinates were established by classical geodetic methods
 CS2689.and adjusted by the National Geodetic Survey in February 1996..
 CS2689
 CS2689.The orthometric height was scaled from a topographic map.
 CS2689
 CS2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2689
 CS2689.The geoid height was determined by GEOID03.
 CS2689
 CS2689;                    North         East     Units Scale Factor Converg.
 CS2689;SPC TXNC     - 2,092,083.079   772,493.150   MT  0.99992144   +1 00 03.6
 CS2689;SPC TXNC     - 6,863,775.90  2,534,421.28   sFT  0.99992144   +1 00 03.6
 CS2689;UTM  14      - 3,596,429.677   719,450.556   MT  1.00019389   +1 15 17.1
 CS2689
 CS2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2689!SPC TXNC     -   0.99998228  x   0.99992144  =   0.99990372
 CS2689!UTM  14      -   0.99998228  x   1.00019389  =   1.00017616
 CS2689
 CS2689|---------------------------------------------------------------------|
 CS2689| PID    Reference Object                     Distance      Geod. Az  |
 CS2689|                                                           dddmmss.s |
 CS2689| CY2505 TRUMBULL RM 1                        37.332 METERS 07153     |
 CS2689| CY2506 TRUMBULL RM 2                        22.457 METERS 16339     |
 CS2689| CS2687 PALMER MUNICIPAL TANK               APPROX. 5.9 KM 1834201.6 |
 CS2689| CS2784 FERRIS MUNICIPAL TANK               APPROX. 5.5 KM 3581534.6 |
 CS2689|---------------------------------------------------------------------|
 CS2689
 CS2689                          SUPERSEDED SURVEY CONTROL
 CS2689
 CS2689  NAD 83(1986)-  32 29 00.50476(N)    096 39 52.58063(W) AD(       ) 2
 CS2689  NAD 27      -  32 29 00.00200(N)    096 39 51.60900(W) AD(       ) 2
 CS2689
 CS2689.Superseded values are not recommended for survey control.
 CS2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2689.See file dsdata.txt to determine how the superseded data were derived.
 CS2689
 CS2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1945196430(NAD 83)
 CS2689_MARKER: DS = TRIANGULATION STATION DISK
 CS2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2689
 CS2689  HISTORY     - Date     Condition        Report By
 CS2689  HISTORY     - 1947     MONUMENTED       CGS
 CS2689  HISTORY     - 1960     GOOD             CGS
 CS2689
 CS2689                          STATION DESCRIPTION
 CS2689
 CS2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2689'THE STATION IS ABOUT 3.5 MILES SOUTH OF FERRIS, 3.5 MILES
 CS2689'NORTH OF PALMER, 56 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 CS2689'ROAD, 55 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 75,
 CS2689'AND 18 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER.  IT IS
 CS2689'SET FLUSH WITH THE GROUND AND IS STAMPED TRUMBULL 1947.
 CS2689'
 CS2689'REFERENCE MARK NO. 1 IS 70 FEET SOUTHEAST OF THE CENTER OF
 CS2689'A GRAVELED ROAD AND 58 FEET NORTHEAST OF THE CENTER OF U.S.
 CS2689'HIGHWAY NO. 75.  IT PROJECTS 4 INCHES AND IS STAMPED TRUMBULL
 CS2689'NO 1 1947.
 CS2689'
 CS2689'REFERENCE MARK NO. 2 AT THE NORTH EDGE OF A CULTIVATED FIELD
 CS2689'AND 60 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 75.
 CS2689'IT PROJECTS 4 INCHES AND IS STAMPED TRUMBULL NO 2 1947.
 CS2689'
 CS2689'USC AND GS BM V 956 1946 (AZIMUTH MARK) IS A STANDARD USC AND GS
 CS2689'BM DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT
 CS2689'PROJECTS 7 INCHES AND THE DISK IS STAMPED, V 956 1946.  IT IS
 CS2689'65 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 75, 11 FEET
 CS2689'SOUTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET EAST OF A POWER
 CS2689'LINE POLE, AND 1 FOOT SOUTH OF A REFERENCE POST.
 CS2689'
 CS2689'TO REACH THE STATION FROM THE STOP LIGHT ON U.S. HIGHWAY NO.
 CS2689'75 IN FERRIS, GO SOUTH ON U.S. HIGHWAY NO. 75 FOR 3.5 MILES
 CS2689'TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2689'
 CS2689'TO REACH THE USC AND GS BM V 956 1946 (AZIMUTH MARK) FROM THE
 CS2689'STATION, GO NORTH ON U.S. HIGHWAY NO. 75 FOR 0.3 MILE TO THE
 CS2689'MARK ON THE RIGHT AS DESCRIBED.
 CS2689'
 CS2689'A 74 FOOT SIGNAL AT FERRIS IS VISIBLE AT 4 FEET.
 CS2689'
 CS2689'AN 87 FOOT SIGNAL AT INDIA IS VISIBLE AT 4 FEET.
 CS2689'
 CS2689'A 74 FOOT SIGNAL AT BRISTOL IS VISIBLE AT 37 FEET.
 CS2689'
 CS2689'A 74 FOOT SIGNAL AT PALMER IS VISIBLE AT 37 FEET.
 CS2689'
 CS2689'AN 87 FOOT SIGNAL AT ROCKETT IS VISIBLE AT 64 FEET.
 CS2689'
 CS2689'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2689
 CS2689                          STATION RECOVERY (1960)
 CS2689
 CS2689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2689'NEITHER STATION NOR REFERENCE MARKS WERE RECOVERED.  ALL MARKS
 CS2689'HAVE BEEN LOST DUE TO RELOCATION OF U.S. HIGHWAY NO. 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0940 ***********************************************************************
 DO0940  DESIGNATION -  TRUSCOTT
 DO0940  PID         -  DO0940
 DO0940  STATE/COUNTY-  TX/KNOX
 DO0940  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0940
 DO0940                         *CURRENT SURVEY CONTROL
 DO0940  ___________________________________________________________________
 DO0940* NAD 83(1993)-  33 45 47.36630(N)    099 51 19.75458(W)     ADJUSTED  
 DO0940* NAVD 88     -       487.38   (+/-2cm)    1599.0    (feet)  VERTCON   
 DO0940  ___________________________________________________________________
 DO0940  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 DO0940  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0940
 DO0940  HORZ ORDER  -  FIRST
 DO0940  VERT ORDER  -  THIRD ? (See Below)
 DO0940
 DO0940.The horizontal coordinates were established by classical geodetic methods
 DO0940.and adjusted by the National Geodetic Survey in February 1996..
 DO0940
 DO0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0940.The vertical order pertains to the NGVD 29 superseded value.
 DO0940
 DO0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0940
 DO0940.The geoid height was determined by GEOID03.
 DO0940
 DO0940;                    North         East     Units Scale Factor Converg.
 DO0940;SPC TXNC     - 2,233,296.958   474,436.929   MT  0.99994958   -0 44 21.4
 DO0940;SPC TXNC     - 7,327,075.10  1,556,548.49   sFT  0.99994958   -0 44 21.4
 DO0940;UTM  14      - 3,736,224.547   420,777.877   MT  0.99967737   -0 28 31.7
 DO0940
 DO0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0940!SPC TXNC     -   0.99992794  x   0.99994958  =   0.99987752
 DO0940!UTM  14      -   0.99992794  x   0.99967737  =   0.99960533
 DO0940
 DO0940|---------------------------------------------------------------------|
 DO0940| PID    Reference Object                     Distance      Geod. Az  |
 DO0940|                                                           dddmmss.s |
 DO0940| CX8855 TRUSCOTT RM 1                        28.404 METERS 00224     |
 DO0940| CX8856 TRUSCOTT RM 2                        41.160 METERS 12548     |
 DO0940| CX8854 TRUSCOTT AZ MK                                     2042214.9 |
 DO0940|---------------------------------------------------------------------|
 DO0940
 DO0940                          SUPERSEDED SURVEY CONTROL
 DO0940
 DO0940  NAD 83(1993)-  33 45 47.36770(N)    099 51 19.75488(W) AD(       ) 1
 DO0940  NAD 83(1986)-  33 45 47.37325(N)    099 51 19.74642(W) AD(       ) 1
 DO0940  NAD 27      -  33 45 47.06000(N)    099 51 18.40400(W) AD(       ) 1
 DO0940  NGVD 29 (07/19/86)  487.22   (m)         1598.5    (f) LEVELING    3  
 DO0940
 DO0940.Superseded values are not recommended for survey control.
 DO0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0940.See file dsdata.txt to determine how the superseded data were derived.
 DO0940
 DO0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2077836225(NAD 83)
 DO0940_MARKER: DS = TRIANGULATION STATION DISK
 DO0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0940_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0940_STAMPING: TRUSCOTT 1935
 DO0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0940+STABILITY: SURFACE MOTION
 DO0940
 DO0940  HISTORY     - Date     Condition        Report By
 DO0940  HISTORY     - 1935     MONUMENTED       CGS
 DO0940  HISTORY     - 1938     GOOD             TXHD
 DO0940  HISTORY     - 1958     GOOD             CGS
 DO0940  HISTORY     - 1967     GOOD             CGS
 DO0940  HISTORY     - 19930519 GOOD             LOCSUR
 DO0940
 DO0940                          STATION DESCRIPTION
 DO0940
 DO0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0940'STATION IS LOCATED ON PROPERTY OF J.A. MOODY, 2.5 MILES W AND
 DO0940'0.5 MILE N OF TRUSCOTT, 5.0 MILES S OF KNOX-FOARD COUNTY
 DO0940'LINE.  IT IS 2 FEET W OF A FENCE LINE, IN E EDGE OF CULTIVATED
 DO0940'FIELD.
 DO0940'
 DO0940'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0940'BRONZE DISKS SET IN CONCRETE.
 DO0940'
 DO0940'REFERENCE MARK NO. 1 IS N OF STATION, 2 FEET E OF FENCE.
 DO0940'
 DO0940'REFERENCE MARK NO. 2 IS SE OF STATION.
 DO0940'
 DO0940'AZIMUTH MARK IS LOCATED 0.65 MILE SW OF STATION, 15 FEET W OF
 DO0940'CENTER LINE OF ROAD, AND 1.5 FEET NE OF NE CORNER OF TIN SHED.
 DO0940'TO REACH FROM STATION, GO S FOR 0.2 MILE TO ROAD, THENCE
 DO0940'RIGHT (W) FOR 0.25 MILE TO GATE AND T-ROAD, THENCE LEFT (S) FOR
 DO0940'0.4 MILE TO SHED AND MARK ON RIGHT.
 DO0940'
 DO0940'TO REACH THE STATION FROM POST OFFICE IN TRUSCOTT, GO N
 DO0940'ON DIRT ROAD FOR 0.45 MILE, THENCE LEFT (W) FOR 2.70 MILES
 DO0940'TO WIRE GATE, THENCE RIGHT (N) ALONG FENCE FOR 0.2 MILE TO
 DO0940'STATION JUST W OF FENCE.
 DO0940'
 DO0940'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 DO0940
 DO0940                          STATION RECOVERY (1938)
 DO0940
 DO0940'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DO0940'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 DO0940'GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 DO0940'MARK.
 DO0940
 DO0940                          STATION RECOVERY (1958)
 DO0940
 DO0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DO0940'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 DO0940'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND
 DO0940'THERE WAS EVIDENCE THAT THIS MARK HAD BEEN DESTROYED BY ROAD
 DO0940'CONSTRUCTION.
 DO0940'
 DO0940'TO REACH FROM TRUSCOTT, FROM THE JUNCTION OF STATE HIGHWAY 283
 DO0940'AND FARM ROAD 1756 ABOUT 1 MILE EAST OF TOWN, GO WEST, NORTH
 DO0940'AND WEST ON FARM ROAD 1756 FOR 3.4 MILES TO A WIRE GATE ON
 DO0940'THE RIGHT, TURN RIGHT AND GO NORTH FOR 0.15 MILE TO STATION.
 DO0940
 DO0940                          STATION RECOVERY (1967)
 DO0940
 DO0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DO0940'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DO0940'RECOVERED.  THE ROUTING TO THE STATION IS OBSOLETE.  A COMPLETE NEW
 DO0940'DESCRIPTION FOLLOWS.
 DO0940'
 DO0940'THE STATION IS 17 MILES SOUTH-SOUTHWEST OF CROWELL, 2-3/4 MILES
 DO0940'WEST-NORTHWEST OF TRUSCOTT, 1/4 MILE NORTH OF FARM ROAD 1756 AND ON
 DO0940'PROPERTY OWNED BY EDGAR JONES.
 DO0940'
 DO0940'TO REACH THE STATION FROM THE POST OFFICE IN TRUSCOTT, GO WESTERLY ON
 DO0940'FARM ROAD 1756 FOR 2.8 MILES TO A TRACK ROAD AND GATE ON THE
 DO0940'RIGHT.  (TO REACH THE AZIMUTH MARK CONTINUE WEST ON FARM ROAD 1756
 DO0940'FOR 0.25 MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 DO0940'THE FIELD ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.) TURN RIGHT
 DO0940'AND GO NORTH ON THE TRACK ROAD, PASSING THROUGH TWO GATES AND
 DO0940'KEEPING ON THE EAST SIDE OF FENCE FOR 0.15 MILE TO THE STATION.
 DO0940'
 DO0940'THE STATION MARK IS A STANDARD DISK, STAMPED TRUSCOTT 1935, SET IN
 DO0940'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0940'PROJECTS 11 INCHES ABOVE THE GROUND.  IT IS 17.3 FEET EAST OF FENCE,
 DO0940'11 FEET EAST OF THE TRACK ROAD AND 4.3 FEET EAST OF A WITNESS POST.
 DO0940'
 DO0940'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TRUSCOTT NO 1 1935, SET
 DO0940'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0940'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 19.4 FEET EAST OF THE
 DO0940'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0940'
 DO0940'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TRUSCOTT NO 2 1935, SET
 DO0940'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0940'PROJECTS 11 INCHES ABOVE THE GROUND.  IT IS 128 FEET EAST OF THE
 DO0940'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0940'
 DO0940'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED TRUSCOTT
 DO0940'AZI 1935, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0940'DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 15 FEET
 DO0940'WEST OF THE ROAD, 1.2 FEET NORTHWEST OF A WITNESS POST AND 0.5 FEET
 DO0940'EAST OF A FENCE.
 DO0940'
 DO0940'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 DO0940'OBSTRUCTIONS.
 DO0940'
 DO0940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MILES
 DO0940'WEST-NORTHWEST OF TRUSCOTT.
 DO0940
 DO0940                          STATION RECOVERY (1993)
 DO0940
 DO0940'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (BB)
 DO0940'STATION, RM1, RM2 AND AZI ALL LOCATED IN GOOD CONDITION.  RM1 IS NOW
 DO0940'IN A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0636 ***********************************************************************
 CE0636  DESIGNATION -  TSP 1 BLK 80 81
 CE0636  PID         -  CE0636
 CE0636  STATE/COUNTY-  TX/EL PASO
 CE0636  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0636
 CE0636                         *CURRENT SURVEY CONTROL
 CE0636  ___________________________________________________________________
 CE0636* NAD 83(1993)-  31 53 57.54360(N)    106 24 24.44043(W)     ADJUSTED  
 CE0636* NAVD 88     -      1191.     (meters)    3907.     (feet)  VERTCON   
 CE0636  ___________________________________________________________________
 CE0636  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CE0636  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0636
 CE0636  HORZ ORDER  -  SECOND
 CE0636
 CE0636.The horizontal coordinates were established by classical geodetic methods
 CE0636.and adjusted by the National Geodetic Survey in February 1996..
 CE0636.No horizontal observational check was made to the station.
 CE0636
 CE0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0636
 CE0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0636
 CE0636.The geoid height was determined by GEOID03.
 CE0636
 CE0636;                    North         East     Units Scale Factor Converg.
 CE0636;SPC TX C     - 3,263,192.648   125,756.750   MT  1.00000433   -3 07 41.5
 CE0636;SPC TX C     -10,705,991.21    412,586.94   sFT  1.00000433   -3 07 41.5
 CE0636;UTM  13      - 3,530,139.012   366,970.314   MT  0.99981825   -0 44 36.6
 CE0636
 CE0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0636!SPC TX C     -   0.99981686  x   1.00000433  =   0.99982119
 CE0636!UTM  13      -   0.99981686  x   0.99981825  =   0.99963514
 CE0636
 CE0636                          SUPERSEDED SURVEY CONTROL
 CE0636
 CE0636  NAD 83(1993)-  31 53 57.54481(N)    106 24 24.44050(W) AD(       ) 2
 CE0636  NAD 83(1986)-  31 53 57.54750(N)    106 24 24.43918(W) AD(       ) 2
 CE0636  NAD 27      -  31 53 57.16736(N)    106 24 22.48878(W) AD(       ) 2
 CE0636  NGVD 29 (07/19/86) 1190.     (m)         3904.     (f) VERT ANG       
 CE0636
 CE0636.Superseded values are not recommended for survey control.
 CE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0636.See file dsdata.txt to determine how the superseded data were derived.
 CE0636
 CE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6697030139(NAD 83)
 CE0636_MARKER: DD = SURVEY DISK
 CE0636_SETTING: 0 = UNSPECIFIED SETTING
 CE0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0636
 CE0636  HISTORY     - Date     Condition        Report By
 CE0636  HISTORY     - 1981     MONUMENTED       TX2190
 CE0636
 CE0636                          STATION DESCRIPTION
 CE0636
 CE0636'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0636'THE STATION IS LOCATED ABOUT 11.1 KM (7 MI) NORTH OF THE
 CE0636'INTERNATIONAL AIRPORT, 8.0 KM (5 MI) EAST OF NORTH FRANKLIN
 CE0636'MOUNTAIN AND 61 METERS (200 FT) SOUTHEAST OF U.S. HIGHWAY 54.
 CE0636'OWNERSHIP--STATE HIGHWAY DEPARTMENT, PERMISSION BY MR.
 CE0636'LYLE D. SCARBROUGH, 212 NORTH CLARK, EL PASO, TX 79905,
 CE0636'TELEPHONE NUMBER 915-778-4254.
 CE0636'
 CE0636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 CE0636'(DYER STREET) AND LOOP 375 (TRANS MOUNTAIN ROAD), GO EAST
 CE0636'ON TRANS MOUNTAIN ROAD FOR 3.5 KM (2.2 MI) TO A CROSSROAD
 CE0636'(MCCOMBS ROAD).  TURN LEFT AND GO NORTH FOR 38 METERS
 CE0636'(125 FT) TO THE JUNCTION WITH TRANS MOUNTAIN ROAD.  THE
 CE0636'STATION IS IN THE MEDIAN OF MCCOMBS ROAD.
 CE0636'
 CE0636'THE STATION IS A CITY OF EL PASO DISK THAT BEARS NO STAMPING.
 CE0636'SET INTO A DRILL HOLE IN A CURB.
 CE0636'IT IS LOCATED
 CE0636'10.2 METERS (33.5 FT) NORTH FROM THE CENTER OF TRANS MOUNTAIN
 CE0636'ROAD, WEST BOUND,
 CE0636'6.6 METERS (21.6 FT) EAST FROM THE CENTER OF MCCOMBS ROAD, SOUTH
 CE0636'BOUND, AND
 CE0636'5.8 METERS (19.0 FT) WEST FROM THE CENTER OF MCCOMBS ROAD, NORTH
 CE0636'BOUND.
 CE0636'
 CE0636'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3822 ***********************************************************************
 AB3822  SACS        -  This is a Secondary Airport Control Station.
 AB3822  DESIGNATION -  TT 1 1955
 AB3822  PID         -  AB3822
 AB3822  STATE/COUNTY-  TX/WEBB
 AB3822  USGS QUAD   -  LAREDO EAST (1980)
 AB3822
 AB3822                         *CURRENT SURVEY CONTROL
 AB3822  ___________________________________________________________________
 AB3822* NAD 83(1993)-  27 32 41.91163(N)    099 27 57.23283(W)     ADJUSTED  
 AB3822* NAVD 88     -       155.11   (meters)     508.9    (feet)  GPS OBS   
 AB3822  ___________________________________________________________________
 AB3822  X           -    -930,736.788 (meters)                     COMP
 AB3822  Y           -  -5,582,272.322 (meters)                     COMP
 AB3822  Z           -   2,931,950.706 (meters)                     COMP
 AB3822  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AB3822  ELLIP HEIGHT-         131.10  (meters)          (06/26/01) GPS OBS
 AB3822  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AB3822
 AB3822  HORZ ORDER  -  FIRST
 AB3822  ELLP ORDER  -  FIFTH     CLASS II
 AB3822
 AB3822.This mark is at Laredo Intl (LRD) Airport (LRD)
 AB3822
 AB3822.The horizontal coordinates were established by GPS observations
 AB3822.and adjusted by the National Geodetic Survey in February 1996..
 AB3822
 AB3822.The orthometric height was determined by GPS observations and a
 AB3822.high-resolution geoid model.
 AB3822
 AB3822.GPS derived orthometric heights for airport stations designated as
 AB3822.PACS or SACS are published to 2 decimal places.  This maintains
 AB3822.centimeter relative accuracy between the PACS and SACS.  It does
 AB3822.not indicate centimeter accuracy relative to other marks which are
 AB3822.part of the NAVD 88 network.
 AB3822
 AB3822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3822
 AB3822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3822
 AB3822.The ellipsoidal height was determined by GPS observations
 AB3822.and is referenced to NAD 83.
 AB3822
 AB3822.The geoid height was determined by GEOID03.
 AB3822
 AB3822;                    North         East     Units Scale Factor Converg.
 AB3822;SPC TX S     - 5,208,469.082   204,603.063   MT  0.99993969   -0 26 18.7
 AB3822;SPC TX S     -17,088,118.98    671,268.55   sFT  0.99993969   -0 26 18.7
 AB3822;UTM  14      - 3,046,885.121   454,000.463   MT  0.99962612   -0 12 55.6
 AB3822
 AB3822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3822!SPC TX S     -   0.99997941  x   0.99993969  =   0.99991910
 AB3822!UTM  14      -   0.99997941  x   0.99962612  =   0.99960553
 AB3822
 AB3822                          SUPERSEDED SURVEY CONTROL
 AB3822
 AB3822  ELLIP H (02/20/96)  131.21   (m)                       GP(       ) 5 2
 AB3822
 AB3822.Superseded values are not recommended for survey control.
 AB3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3822.See file dsdata.txt to determine how the superseded data were derived.
 AB3822
 AB3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5400046885(NAD 83)
 AB3822_MARKER: N = NAIL
 AB3822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3822_STAMPING: NOS 99
 AB3822_MARK LOGO: USE   
 AB3822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3822+STABILITY: SURFACE MOTION
 AB3822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3822+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AB3822
 AB3822  HISTORY     - Date     Condition        Report By
 AB3822  HISTORY     - 1955     MONUMENTED       USE
 AB3822  HISTORY     - 19900215 GOOD             NGS
 AB3822  HISTORY     - 19950411 GOOD             NGS
 AB3822  HISTORY     - 20050311 GOOD             NGS
 AB3822
 AB3822                          STATION DESCRIPTION
 AB3822
 AB3822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (DMM)
 AB3822'STATION IS LOCATED IN THE WEST SECTION OF THE FIELD EAST OF THE
 AB3822'TAXIWAY RUNNING FROM THE NORTH END OF THE RAMP TO END 14 AND SOUTH OF
 AB3822'A CLOSED TAXIWAY RUNNING NORTHEAST FROM THE NORTH END OF THE RAMP. IT
 AB3822'IS 76.2 FT (23.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE CLOSED
 AB3822'RUNWAY PARALLELING RUNWAY 14/32 AND 113.6 FT (34.6 M) SOUTHEAST OF THE
 AB3822'SOUTHEAST EDGE OF A CLOSED TAXIWAY.  A PK NAIL AND WASHER STAMPED NOS
 AB3822'99 8 FT (2.4 M) NORTHEAST OF AN OLD PAINTED HOLD BAR IS 125.4 FT (38.2
 AB3822'M) NNW OF THE MARK AND ON LINE WITH LAREDO DEL MAR W T A USE DISK IN A
 AB3822'CONCRETE MONUMENT SET FLUSH.
 AB3822
 AB3822                          STATION RECOVERY (1995)
 AB3822
 AB3822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3822'THE STATION IS LOCATED IN THE NORTHEAST PART OF LAREDO, ON THE LAREDO
 AB3822'INTERNATIONAL AIRPORT, AT THE NEAR MIDFIELD NORTHEAST OF A TAXIWAY A
 AB3822'SIGN AND SOUTH EAST OF AN ABANDONED TAXI.--CITY OF LAREDO, JOSE
 AB3822'FLORES, MANAGER, PO BOX 579, LAREDO TX 78041, PHONE PHONE 210 722
 AB3822'9826.  NOTE--CONTACT HUMEBERTO GARZA, ASISTANT AIRPORT MANAGER, PHONE
 AB3822'210 722 4933, 24 HOURS IN ADVANCE FOR ESCORT.  TO REACH THE STATION
 AB3822'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND U.S.  HIGHWAY 59 IN
 AB3822'LAREDO, GO EAST ON HIGHWAY 59 FOR 2.82 KM (1.75 MI) TO BARTLETT
 AB3822'AVENUE, TURN LEFT, NORTH, GO.  0.16 KM, (0.10 MI) BEARING RIGHT,
 AB3822'NORTHEAST, TO MAHER AVENUE, NORTH, 1.02 KM (0.65 MI) TO THE TERMINAL
 AB3822'SIGN ON THE RIGHT, EAST, AND THE LAREDO TRANSPORTATION AND AIRPORT
 AB3822'DEPARTMENTS, BUILDING, ON THE RIGHT AND OFFICE ON 2ND FLOOR FOR
 AB3822'CONTACT.  THE STATION IS 95.8 M (314.3 FT) NORTHEAST OF THE NORTH
 AB3822'CORNER OF A CONCRETE BASE OF TAXIWAY A SIGN, 34.6 M (113.5 FT)
 AB3822'SOUTHEAST OF THE EDGE OF AN ABANDONED TAXI, 23.2 M (76.1 FT) SOUTHWEST
 AB3822'OF AN ABANDONED RUNWAY EDGE, AND THE MONUMENT IS RECESSED 2 CM.  BY
 AB3822'DEB 17R, 66.2 M (217.2 FT) WEST OF THE CENTER OF A ROAD, 38.7 M (127.0
 AB3822'FT) NORTH OF THE CENTER OF TAXI B, 26.7 M (87.6 FT) NORTHEAST OF THE
 AB3822'1ST TAXI LIGHT EAST OF THE RUNWAY NEAR THE HOLDBARS, 25.2 M (82.7 FT)
 AB3822'SOUTH OF A WINDSOCK, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB3822'SURFACE.
 AB3822
 AB3822                          STATION RECOVERY (2005)
 AB3822
 AB3822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (SWA)
 AB3822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0066 ***********************************************************************
 AZ0066  DESIGNATION -  TT 1 C USGS
 AZ0066  PID         -  AZ0066
 AZ0066  STATE/COUNTY-  TX/KINNEY
 AZ0066  USGS QUAD   -  ANACACHO (1974)
 AZ0066
 AZ0066                         *CURRENT SURVEY CONTROL
 AZ0066  ___________________________________________________________________
 AZ0066* NAD 83(1986)-  29 10 44.     (N)    100 19 10.     (W)     SCALED    
 AZ0066* NAVD 88     -       293.072  (meters)     961.52   (feet)  POSTED    
 AZ0066  ___________________________________________________________________
 AZ0066  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0066  DYNAMIC HT  -         292.650 (meters)     960.14  (feet)  COMP
 AZ0066  MODELED GRAV-     979,179.6   (mgal)                       NAVD 88
 AZ0066
 AZ0066  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0066
 AZ0066.The horizontal coordinates were scaled from a topographic map and have
 AZ0066.an estimated accuracy of +/- 6 seconds.
 AZ0066
 AZ0066.The orthometric height was determined by differential leveling
 AZ0066.and adjusted by the National Geodetic Survey in 1992..
 AZ0066.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0066.rate of 1.1 thru 2.0 mm/km.
 AZ0066
 AZ0066.The geoid height was determined by GEOID03.
 AZ0066
 AZ0066.The dynamic height is computed by dividing the NAVD 88
 AZ0066.geopotential number by the normal gravity value computed on the
 AZ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0066.degrees latitude (g = 980.6199 gals.).
 AZ0066
 AZ0066.The modeled gravity was interpolated from observed gravity values.
 AZ0066
 AZ0066;                    North         East    Units  Estimated Accuracy
 AZ0066;SPC TXSC     - 4,149,850.      471,680.      MT  (+/- 180 meters Scaled)
 AZ0066
 AZ0066                          SUPERSEDED SURVEY CONTROL
 AZ0066
 AZ0066  NGVD 29 (??/??/92)  292.948  (m)          961.11   (f) ADJ UNCH    1 2
 AZ0066
 AZ0066.Superseded values are not recommended for survey control.
 AZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0066.See file dsdata.txt to determine how the superseded data were derived.
 AZ0066
 AZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT717285(NAD 83)
 AZ0066_MARKER: DD = SURVEY DISK
 AZ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0066_STAMPING: 961 TT 1 C 1937
 AZ0066_MARK LOGO: USGS  
 AZ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0066+STABILITY: SURFACE MOTION
 AZ0066
 AZ0066  HISTORY     - Date     Condition        Report By
 AZ0066  HISTORY     - 1937     MONUMENTED       USGS
 AZ0066  HISTORY     - 1957     GOOD             NGS
 AZ0066  HISTORY     - 1982     POOR             NGS
 AZ0066
 AZ0066                          STATION DESCRIPTION
 AZ0066
 AZ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0066'6.6 MI E FROM SPOFFORD.
 AZ0066'ABOUT 6.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0066'STATION AT SPOFFORD, 9 RAILS NORTHEAST OF THE CENTER LINE OF A PRIVATE
 AZ0066'ROAD CROSSING, 16 FEET SOUTHWEST OF MILE POST 335, 35 FEET SOUTHEAST
 AZ0066'OF THE SOUTHEAST RAIL, 91 FEET NORTHWEST OF THE CENTER LINE OF FARM
 AZ0066'ROAD 1572, 1.2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 AZ0066'LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AZ0066'0.6 FOOT.
 AZ0066
 AZ0066                          STATION RECOVERY (1982)
 AZ0066
 AZ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0066'FOUND LOOSE IN GROUND, NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0977 ***********************************************************************
 EN0977  DESIGNATION -  TT 1 JB
 EN0977  PID         -  EN0977
 EN0977  STATE/COUNTY-  TX/RANDALL
 EN0977  USGS QUAD   -  NANCE RANCH (1984)
 EN0977
 EN0977                         *CURRENT SURVEY CONTROL
 EN0977  ___________________________________________________________________
 EN0977* NAD 83(1993)-  34 57 05.83993(N)    101 46 32.53164(W)     ADJUSTED  
 EN0977* NAVD 88     -      1100.60   (+/-2cm)    3610.9    (feet)  VERTCON   
 EN0977  ___________________________________________________________________
 EN0977  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 EN0977  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EN0977
 EN0977  HORZ ORDER  -  THIRD
 EN0977  VERT ORDER  -  THIRD ? (See Below)
 EN0977
 EN0977.The horizontal coordinates were established by classical geodetic methods
 EN0977.and adjusted by the National Geodetic Survey in February 1996..
 EN0977
 EN0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0977.The vertical order pertains to the NGVD 29 superseded value.
 EN0977
 EN0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0977
 EN0977.The geoid height was determined by GEOID03.
 EN0977
 EN0977;                    North         East     Units Scale Factor Converg.
 EN0977;SPC TX N     - 1,105,605.469   174,818.201   MT  0.99994378   -0 09 35.2
 EN0977;SPC TX N     - 3,627,307.28    573,549.38   sFT  0.99994378   -0 09 35.2
 EN0977;UTM  14      - 3,871,197.149   246,529.158   MT  1.00039191   -1 35 27.6
 EN0977
 EN0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0977!SPC TX N     -   0.99983137  x   0.99994378  =   0.99977516
 EN0977!UTM  14      -   0.99983137  x   1.00039191  =   1.00022321
 EN0977
 EN0977                          SUPERSEDED SURVEY CONTROL
 EN0977
 EN0977  NAD 83(1986)-  34 57 05.84707(N)    101 46 32.52437(W) AD(       ) 3
 EN0977  NGVD 29 (01/19/93) 1100.13   (m)         3609.3    (f) LEVELING    3  
 EN0977
 EN0977.Superseded values are not recommended for survey control.
 EN0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0977.See file dsdata.txt to determine how the superseded data were derived.
 EN0977
 EN0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4652971197(NAD 83)
 EN0977_MARKER: DD = SURVEY DISK
 EN0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0977+STABILITY: SURFACE MOTION
 EN0977
 EN0977  HISTORY     - Date     Condition        Report By
 EN0977  HISTORY     - 1953     MONUMENTED       USGS
 EN0977
 EN0977                          STATION DESCRIPTION
 EN0977
 EN0977'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 EN0977'STATION IS LOCATED ABOUT 8.0 MI. E. AND 2.0 MI. S. OF CANYON, 30 FT.
 EN0977'E. OF GRADED DIRT RD. AND 8 FT. S. OF A WIRE GATE IN N-S. FENCE.
 EN0977'
 EN0977'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 217 IN
 EN0977'CANYON, GO E. ON STATE HIGHWAY 217 FOR 8.1 MI. TO CROSSROADS, TURN
 EN0977'RIGHT (S.) AND FOLLOW GRADED DIRT RD. FOR 2.3 MI. TO STATION.
 EN0977'
 EN0977'STATION MARK--A STANDARD TABLET STAMPED---TT 1 JB 1953---, CEMENTED
 EN0977'IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FT. ABOVE GROUND.
 EN0977'
 EN0977'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1162 ***********************************************************************
 FL1162  DESIGNATION -  TT 1 L
 FL1162  PID         -  FL1162
 FL1162  STATE/COUNTY-  TX/POTTER
 FL1162  USGS QUAD   -  AMARILLO EAST (1973)
 FL1162
 FL1162                         *CURRENT SURVEY CONTROL
 FL1162  ___________________________________________________________________
 FL1162* NAD 83(1986)-  35 13 20.     (N)    101 47 09.     (W)     SCALED    
 FL1162* NAVD 88     -      1111.478  (meters)    3646.57   (feet)  ADJUSTED  
 FL1162  ___________________________________________________________________
 FL1162  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL1162  DYNAMIC HT  -        1110.160 (meters)    3642.25  (feet)  COMP
 FL1162  MODELED GRAV-     979,410.6   (mgal)                       NAVD 88
 FL1162
 FL1162  VERT ORDER  -  SECOND    CLASS 0
 FL1162
 FL1162.The horizontal coordinates were scaled from a topographic map and have
 FL1162.an estimated accuracy of +/- 6 seconds.
 FL1162
 FL1162.The orthometric height was determined by differential leveling
 FL1162.and adjusted by the National Geodetic Survey in June 1991..
 FL1162
 FL1162.The geoid height was determined by GEOID03.
 FL1162
 FL1162.The dynamic height is computed by dividing the NAVD 88
 FL1162.geopotential number by the normal gravity value computed on the
 FL1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1162.degrees latitude (g = 980.6199 gals.).
 FL1162
 FL1162.The modeled gravity was interpolated from observed gravity values.
 FL1162
 FL1162;                    North         East    Units  Estimated Accuracy
 FL1162;SPC TX N     - 1,135,630.      173,980.      MT  (+/- 180 meters Scaled)
 FL1162
 FL1162                          SUPERSEDED SURVEY CONTROL
 FL1162
 FL1162  NGVD 29 (??/??/92) 1110.974  (m)         3644.92   (f) ADJ UNCH    2 0
 FL1162
 FL1162.Superseded values are not recommended for survey control.
 FL1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1162.See file dsdata.txt to determine how the superseded data were derived.
 FL1162
 FL1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE464012(NAD 83)
 FL1162_MARKER: DD = SURVEY DISK
 FL1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1162_STAMPING: TT1L 1933 3645 FT
 FL1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1162+STABILITY: SURFACE MOTION
 FL1162
 FL1162  HISTORY     - Date     Condition        Report By
 FL1162  HISTORY     - 1933     MONUMENTED       USGS
 FL1162  HISTORY     - 1935     GOOD             NGS
 FL1162  HISTORY     - 1954     MARK NOT FOUND   USGS
 FL1162
 FL1162                          STATION DESCRIPTION
 FL1162
 FL1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1162'2.9 MI NE FROM AMARILLO.
 FL1162'2.9 MILES NORTHEAST OF C. R.I. AND G. R.R. DEPOT ALONG CHICAGO ROCK
 FL1162'ISLAND AND GULF RAILROAD, 60 FEET NORTH AND 10 FEET WEST OF CENTER OF
 FL1162'CROSSING OF U.S. HIGHWAY NO. 66 AND RAILROAD.
 FL1162
 FL1162                          STATION RECOVERY (1954)
 FL1162
 FL1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FL1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1089 ***********************************************************************
 FL1089  DESIGNATION -  TT 1 L USGS
 FL1089  PID         -  FL1089
 FL1089  STATE/COUNTY-  TX/POTTER
 FL1089  USGS QUAD   -  AMARILLO EAST (1973)
 FL1089
 FL1089                         *CURRENT SURVEY CONTROL
 FL1089  ___________________________________________________________________
 FL1089* NAD 83(1986)-  35 12 54.     (N)    101 50 55.     (W)     SCALED    
 FL1089* NAVD 88     -      1104.719  (meters)    3624.40   (feet)  ADJUSTED  
 FL1089  ___________________________________________________________________
 FL1089  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1089  DYNAMIC HT  -        1103.409 (meters)    3620.10  (feet)  COMP
 FL1089  MODELED GRAV-     979,410.3   (mgal)                       NAVD 88
 FL1089
 FL1089  VERT ORDER  -  FIRST     CLASS II
 FL1089
 FL1089.The horizontal coordinates were scaled from a topographic map and have
 FL1089.an estimated accuracy of +/- 6 seconds.
 FL1089
 FL1089.The orthometric height was determined by differential leveling
 FL1089.and adjusted by the National Geodetic Survey in June 1991..
 FL1089
 FL1089.The geoid height was determined by GEOID03.
 FL1089
 FL1089.The dynamic height is computed by dividing the NAVD 88
 FL1089.geopotential number by the normal gravity value computed on the
 FL1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1089.degrees latitude (g = 980.6199 gals.).
 FL1089
 FL1089.The modeled gravity was interpolated from observed gravity values.
 FL1089
 FL1089;                    North         East    Units  Estimated Accuracy
 FL1089;SPC TX N     - 1,134,840.      168,260.      MT  (+/- 180 meters Scaled)
 FL1089
 FL1089                          SUPERSEDED SURVEY CONTROL
 FL1089
 FL1089  NGVD 29 (??/??/92) 1104.212  (m)         3622.74   (f) ADJ UNCH    1 2
 FL1089
 FL1089.Superseded values are not recommended for survey control.
 FL1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1089.See file dsdata.txt to determine how the superseded data were derived.
 FL1089
 FL1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE407006(NAD 83)
 FL1089_MARKER: DD = SURVEY DISK
 FL1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1089_STAMPING: 1L 1928
 FL1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1089+STABILITY: SURFACE MOTION
 FL1089
 FL1089  HISTORY     - Date     Condition        Report By
 FL1089  HISTORY     - 1928     MONUMENTED       USGS
 FL1089  HISTORY     - 1933     GOOD             NGS
 FL1089  HISTORY     - 1943     GOOD             NGS
 FL1089  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1089
 FL1089                          STATION DESCRIPTION
 FL1089
 FL1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FL1089'1.0 MI NW FROM AMARILLO.
 FL1089'1.0 MILES NORTHWEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FL1089'CITY RAILROAD.  30 FEET SOUTH AND 86 FEET WEST OF THE CENTER OF THE
 FL1089'ROAD CROSSING, INSIDE OF RIGHT-OF-WAY FENCE AND ON LINE WITH ROW OF
 FL1089'TELEGRAPH POLES, 18 FEET EAST FROM THE NEAREST TELEGRAPH POLE.
 FL1089
 FL1089                          STATION RECOVERY (1943)
 FL1089
 FL1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL1089'RECOVERED IN GOOD CONDITION.
 FL1089
 FL1089                          STATION RECOVERY (1985)
 FL1089
 FL1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1089'THIS MARK MAY HAS BEEN DESTROYED BY ROAD ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0701 ***********************************************************************
 CR0701  DESIGNATION -  TT 1 S
 CR0701  PID         -  CR0701
 CR0701  STATE/COUNTY-  TX/VAN ZANDT
 CR0701  USGS QUAD   -  BEN WHEELER (1984)
 CR0701
 CR0701                         *CURRENT SURVEY CONTROL
 CR0701  ___________________________________________________________________
 CR0701* NAD 83(1986)-  32 23 08.     (N)    095 44 45.     (W)     SCALED    
 CR0701* NAVD 88     -       138.406  (meters)     454.09   (feet)  ADJUSTED  
 CR0701  ___________________________________________________________________
 CR0701  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CR0701  DYNAMIC HT  -         138.246 (meters)     453.56  (feet)  COMP
 CR0701  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 CR0701
 CR0701  VERT ORDER  -  SECOND    CLASS 0
 CR0701
 CR0701.The horizontal coordinates were scaled from a topographic map and have
 CR0701.an estimated accuracy of +/- 6 seconds.
 CR0701
 CR0701.The orthometric height was determined by differential leveling
 CR0701.and adjusted by the National Geodetic Survey in June 1991..
 CR0701
 CR0701.The geoid height was determined by GEOID03.
 CR0701
 CR0701.The dynamic height is computed by dividing the NAVD 88
 CR0701.geopotential number by the normal gravity value computed on the
 CR0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0701.degrees latitude (g = 980.6199 gals.).
 CR0701
 CR0701.The modeled gravity was interpolated from observed gravity values.
 CR0701
 CR0701;                    North         East    Units  Estimated Accuracy
 CR0701;SPC TXNC     - 2,083,120.      859,110.      MT  (+/- 180 meters Scaled)
 CR0701
 CR0701                          SUPERSEDED SURVEY CONTROL
 CR0701
 CR0701  NGVD 29 (??/??/92)  138.419  (m)          454.13   (f) ADJ UNCH    2 0
 CR0701
 CR0701.Superseded values are not recommended for survey control.
 CR0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0701.See file dsdata.txt to determine how the superseded data were derived.
 CR0701
 CR0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR416864(NAD 83)
 CR0701_MARKER: DD = SURVEY DISK
 CR0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0701_STAMPING: TT 1 S 1946
 CR0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0701+STABILITY: SURFACE MOTION
 CR0701
 CR0701  HISTORY     - Date     Condition        Report By
 CR0701  HISTORY     - 1946     MONUMENTED       USGS
 CR0701  HISTORY     - 1948     GOOD             NGS
 CR0701  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0701  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0701
 CR0701                          STATION DESCRIPTION
 CR0701
 CR0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0701'6.5 MI SE FROM MARTIN MILLS.
 CR0701'3.0 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT MARTIN
 CR0701'MILLS, THENCE 0.95 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.65
 CR0701'MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES EAST ALONG A
 CR0701'GRADED DIRT ROAD, 0.3 MILE EAST OF CREAM LEVEL CREEK, 0.3 MILE WEST OF
 CR0701'PRAIRIE CREEK, AT A ROAD INTERSECTION, 33.0 FEET NORTH OF THE CENTER
 CR0701'LINE OF THE EAST-WEST ROAD, 32.0 FEET EAST OF THE CENTER LINE OF THE
 CR0701'NORTH-SOUTH ROAD, 5.0 FEET NORTHEAST OF A FENCE CORNER, 1.0 FOOT EAST
 CR0701'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CR0701'FOOT ABOVE THE GROUND.
 CR0701
 CR0701                          STATION RECOVERY (1995)
 CR0701
 CR0701'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0701'MARK NOT FOUND.
 CR0701
 CR0701                          STATION RECOVERY (2004)
 CR0701
 CR0701'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4638 ***********************************************************************
 AW4638  DESIGNATION -  TT 1 SC
 AW4638  PID         -  AW4638
 AW4638  STATE/COUNTY-  TX/WALLER
 AW4638  USGS QUAD   -  BROOKSHIRE (1980)
 AW4638
 AW4638                         *CURRENT SURVEY CONTROL
 AW4638  ___________________________________________________________________
 AW4638* NAD 83(1986)-  29 49 31.     (N)    095 59 42.     (W)     SCALED    
 AW4638* NAVD 88     -        52.55   (+/-2cm)     172.4    (feet)  VERTCON   
 AW4638  ___________________________________________________________________
 AW4638  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW4638
 AW4638  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4638
 AW4638.The horizontal coordinates were scaled from a topographic map and have
 AW4638.an estimated accuracy of +/- 6 seconds.
 AW4638
 AW4638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4638.The vertical order pertains to the NGVD 29 superseded value.
 AW4638
 AW4638.The geoid height was determined by GEOID03.
 AW4638
 AW4638;                    North         East    Units  Estimated Accuracy
 AW4638;SPC TXSC     - 4,224,490.      890,390.      MT  (+/- 180 meters Scaled)
 AW4638
 AW4638                          SUPERSEDED SURVEY CONTROL
 AW4638
 AW4638  NGVD 29 (??/??/92)   52.537  (m)          172.37   (f) ADJ UNCH    2 0
 AW4638
 AW4638.Superseded values are not recommended for survey control.
 AW4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4638.See file dsdata.txt to determine how the superseded data were derived.
 AW4638
 AW4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP105031(NAD 83)
 AW4638_MARKER: DD = SURVEY DISK
 AW4638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4638_SP_SET: CONCRETE POST
 AW4638_STAMPING: TT SC 1 1954
 AW4638_MARK LOGO: USGS  
 AW4638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4638+STABILITY: SURFACE MOTION
 AW4638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4638+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AW4638
 AW4638  HISTORY     - Date     Condition        Report By
 AW4638  HISTORY     - 1954     MONUMENTED       USGS
 AW4638  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AW4638  HISTORY     - 20041016 GOOD             USPSQD
 AW4638
 AW4638                          STATION DESCRIPTION
 AW4638
 AW4638'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AW4638'3.7 MI NW FROM BROOKSHIRE.
 AW4638'0.2 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 AW4638'FROM THE STATION AT BROOKSHIRE, THENCE 3.5 MILES NORTHWEST ALONG FARM
 AW4638'ROAD 359, 225 FEET WEST OF THE WEST ENTRANCE TO THE PATTISON SCHOOL,
 AW4638'42 FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD LEADING WEST, 87
 AW4638'FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 4 FEET NORTH OF A
 AW4638'FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AW4638'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AW4638
 AW4638                          STATION RECOVERY (1992)
 AW4638
 AW4638'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW4638'MARK NOT FOUND.
 AW4638
 AW4638                          STATION RECOVERY (2004)
 AW4638
 AW4638'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4638'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1277 ***********************************************************************
 DM1277  DESIGNATION -  TT 1 T
 DM1277  PID         -  DM1277
 DM1277  STATE/COUNTY-  TX/RED RIVER
 DM1277  USGS QUAD   -  LYDIA (1965)
 DM1277
 DM1277                         *CURRENT SURVEY CONTROL
 DM1277  ___________________________________________________________________
 DM1277* NAD 83(1993)-  33 28 34.11211(N)    094 50 44.81435(W)     ADJUSTED  
 DM1277* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 DM1277  ___________________________________________________________________
 DM1277  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DM1277  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM1277
 DM1277  HORZ ORDER  -  SECOND
 DM1277
 DM1277.The horizontal coordinates were established by classical geodetic methods
 DM1277.and adjusted by the National Geodetic Survey in February 1996..
 DM1277
 DM1277.The orthometric height was scaled from a topographic map.
 DM1277
 DM1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1277
 DM1277.The geoid height was determined by GEOID03.
 DM1277
 DM1277;                    North         East     Units Scale Factor Converg.
 DM1277;SPC TXNC     - 2,206,561.012   939,549.920   MT  0.99989998   +1 59 34.8
 DM1277;SPC TXNC     - 7,239,358.92  3,082,506.70   sFT  0.99989998   +1 59 34.8
 DM1277;UTM  15      - 3,705,598.232   328,495.145   MT  0.99996264   -1 01 06.1
 DM1277
 DM1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1277!SPC TXNC     -   0.99998366  x   0.99989998  =   0.99988364
 DM1277!UTM  15      -   0.99998366  x   0.99996264  =   0.99994630
 DM1277
 DM1277                          SUPERSEDED SURVEY CONTROL
 DM1277
 DM1277  NAD 83(1993)-  33 28 34.11379(N)    094 50 44.81333(W) AD(       ) 2
 DM1277  NAD 83(1986)-  33 28 34.11809(N)    094 50 44.80110(W) AD(       ) 2
 DM1277  NAD 27      -  33 28 33.71700(N)    094 50 44.03400(W) AD(       ) 2
 DM1277
 DM1277.Superseded values are not recommended for survey control.
 DM1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1277.See file dsdata.txt to determine how the superseded data were derived.
 DM1277
 DM1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2849505598(NAD 83)
 DM1277_MARKER: DB = BENCH MARK DISK
 DM1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1277+STABILITY: SURFACE MOTION
 DM1277
 DM1277  HISTORY     - Date     Condition        Report By
 DM1277  HISTORY     - 1951     MONUMENTED       USGS
 DM1277
 DM1277                          STATION DESCRIPTION
 DM1277
 DM1277'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JCT)
 DM1277'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF THE SMALL
 DM1277'VILLAGE OF BOXELDER.  IT IS 57 FEET NORTHWEST OF THE NORTHWEST
 DM1277'CORNER OF A FARM HOUSE AND 8 FEET NORTH OF A FENCE.  A STANDARD
 DM1277'USGS BENCH MARK DISK, STAMPED TT 1 T 1949, IS SET IN TOP
 DM1277'OF A 7 BY 7 INCH CONCRETE POST WHICH PROJECTS 10 INCHES.
 DM1277'
 DM1277'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1277'BOXELDER TO TT 1 T 1949.  THE DISTANCE IS 28.948 METERS
 DM1277'(94.97 FEET) NORTHEAST.
 DM1277'
 DM1277'TO REACH THE STATION FROM THE NORTH SIDE OF ANNONA WHERE
 DM1277'STATE HIGHWAY 44 LEAVES U.S. HIGHWAY 82, GO SOUTHEAST THROUGH
 DM1277'ANNONA AND CONTINUE SOUTHEAST ON STATE HIGHWAY 44 FOR 8.1
 DM1277'MILES TO WHERE THE PAVEMENT ENDS, CONTINUE ON SOUTHEAST
 DM1277'ON THE MAIN TRAVELED DIRT ROAD FOR 2.05 MILES TO THE AZIMUTH
 DM1277'MARK ON THE LEFT.  CONTINUE ON EASTERLY FOR 0.35 MILE TO A
 DM1277'DIRT SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.4 MILE TO
 DM1277'A GATE IN FRONT OF A WHITE FARMHOUSE, TURN LEFT THROUGH
 DM1277'THE GATE AND GO WEST ACROSS THE FARMYARD FOR 0.05 MILE TO
 DM1277'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1218 ***********************************************************************
 CR1218  DESIGNATION -  TT 1 WM
 CR1218  PID         -  CR1218
 CR1218  STATE/COUNTY-  TX/UPSHUR
 CR1218  USGS QUAD   -  GILMER (1978)
 CR1218
 CR1218                         *CURRENT SURVEY CONTROL
 CR1218  ___________________________________________________________________
 CR1218* NAD 83(1993)-  32 43 37.53482(N)    094 55 03.46609(W)     ADJUSTED  
 CR1218* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 CR1218  ___________________________________________________________________
 CR1218  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CR1218  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CR1218
 CR1218  HORZ ORDER  -  SECOND
 CR1218
 CR1218.The horizontal coordinates were established by classical geodetic methods
 CR1218.and adjusted by the National Geodetic Survey in February 1996..
 CR1218
 CR1218.The orthometric height was scaled from a topographic map.
 CR1218
 CR1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1218
 CR1218.The geoid height was determined by GEOID03.
 CR1218
 CR1218;                    North         East     Units Scale Factor Converg.
 CR1218;SPC TXNC     - 2,123,315.062   935,708.416   MT  0.99988857   +1 57 13.7
 CR1218;SPC TXNC     - 6,966,242.83  3,069,903.36   sFT  0.99988857   +1 57 13.7
 CR1218;UTM  15      - 3,622,659.283   320,299.540   MT  0.99999820   -1 02 13.3
 CR1218
 CR1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1218!SPC TXNC     -   0.99997483  x   0.99988857  =   0.99986340
 CR1218!UTM  15      -   0.99997483  x   0.99999820  =   0.99997303
 CR1218
 CR1218                          SUPERSEDED SURVEY CONTROL
 CR1218
 CR1218  NAD 83(1986)-  32 43 37.54037(N)    094 55 03.45342(W) AD(       ) 2
 CR1218  NAD 27      -  32 43 37.04920(N)    094 55 02.67690(W) AD(       ) 2
 CR1218
 CR1218.Superseded values are not recommended for survey control.
 CR1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1218.See file dsdata.txt to determine how the superseded data were derived.
 CR1218
 CR1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2030022659(NAD 83)
 CR1218_MARKER: DB = BENCH MARK DISK
 CR1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1218+STABILITY: SURFACE MOTION
 CR1218
 CR1218  HISTORY     - Date     Condition        Report By
 CR1218  HISTORY     - 1950     MONUMENTED       USGS
 CR1218  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR1218
 CR1218                          STATION DESCRIPTION
 CR1218
 CR1218'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (JCT)
 CR1218'STATION IS LOCATED ABOUT 1 MILE EAST OF GILMER AND 1/4 MILE
 CR1218'NORTH OF STATE ROUTE 154, ON THE HIGHEST PART OF A ROUNDED
 CR1218'HILL COVERED WITH TREES.  IT ABOUT 100 FEET SOUTH OF THE
 CR1218'HIGHEST PART OF THE HILL, 225 FEET NORTH OF A LARGE CONCRETE
 CR1218'WATER TANK, 19.5 FEET NORTHWEST OF A LARGE OAK TREE WITH THE
 CR1218'LETTERS, USBM, PAINTED ON A LARGE BLAZE ON THE NORTH SIDE OF THE
 CR1218'TREE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST THAT PROJECTS
 CR1218'ABOUT 6 INCHES WITH A STANDARD USGS BENCH MARK DISC IN THE TOP
 CR1218'THAT IS STAMPED, TT 1 WM 1949.
 CR1218'
 CR1218'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CR1218'GILMER 1950 TO THIS STATION AS FOLLOWS--TRAVERSE DISTANCE,
 CR1218'29.063 METERS OR 95.35 FEET.
 CR1218'
 CR1218'STATION MAY BE REACHED FROM THE JUNCTION OF STATE ROUTE 154
 CR1218'AND U.S. HIGHWAY 271 IN GILMER, WHICH IS 1 BLOCK EAST OF THE
 CR1218'TOWN SQUARE, BY GOING EAST ON STATE ROUTE 154 FOR 1.7 MILES
 CR1218'TO A ROAD TO THE LEFT OR NORTH.  TURN LEFT OR NORTH AND
 CR1218'FOLLOW WINDING ROAD NORTHERLY AND WESTERLY TO THE TOP OF A
 CR1218'GRADE AT THE LARGE CONCRETE WATER TANK MENTIONED ABOVE AND
 CR1218'THE STATION SITE.  A DISTANCE OF ABOUT 1/2 MILE.
 CR1218
 CR1218                          STATION RECOVERY (2004)
 CR1218
 CR1218'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CR1218'WATER TANK NO LONGER EXIST, AREA INACCESSABLE DUE TO FENCED MICROWAVE
 CR1218'TOWER INSTALLATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1230 ***********************************************************************
 CR1230  DESIGNATION -  TT 1 WM USGS 1950
 CR1230  PID         -  CR1230
 CR1230  STATE/COUNTY-  TX/UPSHUR
 CR1230  USGS QUAD   -  RHONESBORO (1980)
 CR1230
 CR1230                         *CURRENT SURVEY CONTROL
 CR1230  ___________________________________________________________________
 CR1230* NAD 83(1993)-  32 45 29.69703(N)    095 08 48.05317(W)     ADJUSTED  
 CR1230* NAVD 88     -       188.81   (+/-2cm)     619.5    (feet)  VERTCON   
 CR1230  ___________________________________________________________________
 CR1230  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CR1230  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CR1230
 CR1230  HORZ ORDER  -  SECOND
 CR1230  VERT ORDER  -  THIRD ? (See Below)
 CR1230
 CR1230.The horizontal coordinates were established by classical geodetic methods
 CR1230.and adjusted by the National Geodetic Survey in February 1996..
 CR1230
 CR1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1230.The vertical order pertains to the NGVD 29 superseded value.
 CR1230
 CR1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1230
 CR1230.The geoid height was determined by GEOID03.
 CR1230
 CR1230;                    North         East     Units Scale Factor Converg.
 CR1230;SPC TXNC     - 2,126,059.565   914,140.951   MT  0.99988565   +1 49 44.0
 CR1230;SPC TXNC     - 6,975,247.09  2,999,144.10   sFT  0.99988565   +1 49 44.0
 CR1230;UTM  15      - 3,626,525.967   298,901.216   MT  1.00009868   -1 09 43.0
 CR1230
 CR1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1230!SPC TXNC     -   0.99997453  x   0.99988565  =   0.99986018
 CR1230!UTM  15      -   0.99997453  x   1.00009868  =   1.00007321
 CR1230
 CR1230                          SUPERSEDED SURVEY CONTROL
 CR1230
 CR1230  NAD 83(1993)-  32 45 29.70362(N)    095 08 48.04141(W) AD(       ) 2
 CR1230  NAD 83(1986)-  32 45 29.70306(N)    095 08 48.03939(W) AD(       ) 2
 CR1230  NAD 27      -  32 45 29.22380(N)    095 08 47.25100(W) AD(       ) 2
 CR1230  NGVD 29 (07/19/86)  188.82   (m)          619.5    (f) LEVELING    3  
 CR1230
 CR1230.Superseded values are not recommended for survey control.
 CR1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1230.See file dsdata.txt to determine how the superseded data were derived.
 CR1230
 CR1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9890126526(NAD 83)
 CR1230_MARKER: DB = BENCH MARK DISK
 CR1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1230+STABILITY: SURFACE MOTION
 CR1230
 CR1230  HISTORY     - Date     Condition        Report By
 CR1230  HISTORY     - 1950     MONUMENTED       CGS
 CR1230
 CR1230                          STATION DESCRIPTION
 CR1230
 CR1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1230'STATION IS LOCATED ABOUT 1/4 MILE WEST OF THE SMALL VILLAGE
 CR1230'OF RHONESBORO ON A SMALL TIMBERED AND SANDY RIDGE.  STATION IS
 CR1230'85 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 154 AND 4 FEET
 CR1230'SOUTH OF FENCE.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 CR1230'STATION RHONE AND THE DISTANCE IS 22.077 METERS (72.43 FEET)
 CR1230'NORTHWEST.
 CR1230'
 CR1230'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN GILMER
 CR1230'GO WEST ON STATE ROUTE 154 FOR 11.5 MILES TO RHONESBORO.  CONTINUE
 CR1230'WEST FOR 0.25 MILE TO TOP OF RIDGE AND STATION ON LEFT OR SOUTH
 CR1230'SIDE OF ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0687 ***********************************************************************
 CR0687  DESIGNATION -  TT 10 TX
 CR0687  PID         -  CR0687
 CR0687  STATE/COUNTY-  TX/HENDERSON
 CR0687  USGS QUAD   -  ATHENS (1984)
 CR0687
 CR0687                         *CURRENT SURVEY CONTROL
 CR0687  ___________________________________________________________________
 CR0687* NAD 83(1986)-  32 14 04.     (N)    095 51 06.     (W)     SCALED    
 CR0687* NAVD 88     -       158.495  (meters)     520.00   (feet)  ADJUSTED  
 CR0687  ___________________________________________________________________
 CR0687  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0687  DYNAMIC HT  -         158.310 (meters)     519.39  (feet)  COMP
 CR0687  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 CR0687
 CR0687  VERT ORDER  -  SECOND    CLASS 0
 CR0687
 CR0687.The horizontal coordinates were scaled from a topographic map and have
 CR0687.an estimated accuracy of +/- 6 seconds.
 CR0687
 CR0687.The orthometric height was determined by differential leveling
 CR0687.and adjusted by the National Geodetic Survey in June 1991..
 CR0687
 CR0687.The geoid height was determined by GEOID03.
 CR0687
 CR0687.The dynamic height is computed by dividing the NAVD 88
 CR0687.geopotential number by the normal gravity value computed on the
 CR0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0687.degrees latitude (g = 980.6199 gals.).
 CR0687
 CR0687.The modeled gravity was interpolated from observed gravity values.
 CR0687
 CR0687;                    North         East    Units  Estimated Accuracy
 CR0687;SPC TXNC     - 2,066,110.      849,580.      MT  (+/- 180 meters Scaled)
 CR0687
 CR0687                          SUPERSEDED SURVEY CONTROL
 CR0687
 CR0687  NGVD 29 (??/??/92)  158.502  (m)          520.02   (f) ADJ UNCH    2 0
 CR0687
 CR0687.Superseded values are not recommended for survey control.
 CR0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0687.See file dsdata.txt to determine how the superseded data were derived.
 CR0687
 CR0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR312699(NAD 83)
 CR0687_MARKER: DD = SURVEY DISK
 CR0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0687_STAMPING: TT 10 TX 1946 520
 CR0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0687+STABILITY: SURFACE MOTION
 CR0687
 CR0687  HISTORY     - Date     Condition        Report By
 CR0687  HISTORY     - 1946     MONUMENTED       USGS
 CR0687  HISTORY     - 1948     GOOD             NGS
 CR0687  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0687
 CR0687                          STATION DESCRIPTION
 CR0687
 CR0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0687'2.1 MI N FROM ATHENS.
 CR0687'2.1 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0687'AT A JUNCTION WITH A DIRT ROAD LEADING WEST, 56.6 FEET EAST OF THE
 CR0687'CENTER LINE OF THE HIGHWAY, 10.1 FEET NORTH NORTHWEST OF A BRACED
 CR0687'POWER POLE AT A JUNCTION IN THE POWER LINE, 6.0 FEET SOUTH OF THE
 CR0687'EXTENDED CENTER LINE OF THE ROAD LEADING WEST, 2.4 FEET WEST OF A
 CR0687'FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 CR0687'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0687
 CR0687                          STATION RECOVERY (2004)
 CR0687
 CR0687'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CR0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0463 ***********************************************************************
 AV0463  DESIGNATION -  TT 1015
 AV0463  PID         -  AV0463
 AV0463  STATE/COUNTY-  TX/JEFFERSON
 AV0463  USGS QUAD   -  TEXAS POINT (1993)
 AV0463
 AV0463                         *CURRENT SURVEY CONTROL
 AV0463  ___________________________________________________________________
 AV0463* NAD 83(1986)-  29 41 21.     (N)    093 50 33.     (W)     SCALED    
 AV0463* NAVD 88     -         0.98   (+/-2cm)       3.2    (feet)  VERTCON   
 AV0463  ___________________________________________________________________
 AV0463  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AV0463
 AV0463  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0463
 AV0463.The horizontal coordinates were scaled from a topographic map and have
 AV0463.an estimated accuracy of +/- 6 seconds.
 AV0463
 AV0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0463.The vertical order pertains to the NGVD 29 superseded value.
 AV0463
 AV0463.The geoid height was determined by GEOID03.
 AV0463
 AV0463;                    North         East    Units  Estimated Accuracy
 AV0463;SPC TXSC     - 4,216,680.    1,098,950.      MT  (+/- 180 meters Scaled)
 AV0463
 AV0463                          SUPERSEDED SURVEY CONTROL
 AV0463
 AV0463  NGVD 29 (??/??/??)    0.970  (m)            3.18   (f) ADJUSTED    1 2
 AV0463
 AV0463.Superseded values are not recommended for survey control.
 AV0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0463.See file dsdata.txt to determine how the superseded data were derived.
 AV0463
 AV0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN184846(NAD 83)
 AV0463_MARKER: DB = BENCH MARK DISK
 AV0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0463_SP_SET: FOUNDATION
 AV0463_STAMPING: TT 1015 1960
 AV0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0463
 AV0463  HISTORY     - Date     Condition        Report By
 AV0463  HISTORY     - 1960     MONUMENTED       CGS
 AV0463  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0463  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AV0463  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0463  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0463  HISTORY     - 20050316 MARK NOT FOUND   USPSQD
 AV0463
 AV0463                          STATION DESCRIPTION
 AV0463
 AV0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AV0463'2.45 MI SE FROM SABINE.
 AV0463'ABOUT 0.1 MILE SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AV0463'SABINE, THENCE 0.25 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 2.1
 AV0463'MILES SOUTHEAST ALONG A PAVED ROAD TO THE SABINE PASS WEST JETTY, 22
 AV0463'FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE SOUTHWEST
 AV0463'CORNER OF AN ABANDONED CONCRETE FOUNDATION WHICH PROJECTS 3 INCHES,
 AV0463'158 FEET WEST OF BENCH MARK D 32, AND 333 FEET NORTHWEST OF THE NORTH
 AV0463'CORNER OF THE PILOT OFFICE BUILDING.
 AV0463
 AV0463                          STATION RECOVERY (1984)
 AV0463
 AV0463'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0463'MARK NOT FOUND.
 AV0463
 AV0463                          STATION RECOVERY (1994)
 AV0463
 AV0463'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0463'MARK NOT FOUND.
 AV0463
 AV0463                          STATION RECOVERY (2000)
 AV0463
 AV0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0463'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0463
 AV0463                          STATION RECOVERY (2001)
 AV0463
 AV0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0463'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0463
 AV0463                          STATION RECOVERY (2005)
 AV0463
 AV0463'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0817 ***********************************************************************
 CA0817  DESIGNATION -  TT 11 R USGS
 CA0817  PID         -  CA0817
 CA0817  STATE/COUNTY-  TX/MCCULLOCH
 CA0817  USGS QUAD   -  PLACID (1979)
 CA0817
 CA0817                         *CURRENT SURVEY CONTROL
 CA0817  ___________________________________________________________________
 CA0817* NAD 83(1986)-  31 18 09.     (N)    099 14 01.     (W)     SCALED    
 CA0817* NAVD 88     -       534.339  (meters)    1753.08   (feet)  ADJUSTED  
 CA0817  ___________________________________________________________________
 CA0817  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CA0817  DYNAMIC HT  -         533.619 (meters)    1750.71  (feet)  COMP
 CA0817  MODELED GRAV-     979,276.0   (mgal)                       NAVD 88
 CA0817
 CA0817  VERT ORDER  -  FIRST     CLASS II
 CA0817
 CA0817.The horizontal coordinates were scaled from a topographic map and have
 CA0817.an estimated accuracy of +/- 6 seconds.
 CA0817
 CA0817.The orthometric height was determined by differential leveling
 CA0817.and adjusted by the National Geodetic Survey in June 1991..
 CA0817
 CA0817.The geoid height was determined by GEOID03.
 CA0817
 CA0817.The dynamic height is computed by dividing the NAVD 88
 CA0817.geopotential number by the normal gravity value computed on the
 CA0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0817.degrees latitude (g = 980.6199 gals.).
 CA0817
 CA0817.The modeled gravity was interpolated from observed gravity values.
 CA0817
 CA0817;                    North         East    Units  Estimated Accuracy
 CA0817;SPC TX C     - 3,181,860.      804,680.      MT  (+/- 180 meters Scaled)
 CA0817
 CA0817                          SUPERSEDED SURVEY CONTROL
 CA0817
 CA0817.No superseded survey control is available for this station.
 CA0817
 CA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV777631(NAD 83)
 CA0817_MARKER: DB = BENCH MARK DISK
 CA0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0817_SP_SET: CONCRETE POST
 CA0817_STAMPING: TT 11 R 1946
 CA0817_MARK LOGO: USGS  
 CA0817_PROJECTION: FLUSH
 CA0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0817+STABILITY: SURFACE MOTION
 CA0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0817+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0817
 CA0817  HISTORY     - Date     Condition        Report By
 CA0817  HISTORY     - 1946     MONUMENTED       USGS
 CA0817  HISTORY     - 1982     GOOD             NGS
 CA0817  HISTORY     - 19950826 GOOD             USPSQD
 CA0817  HISTORY     - 20060319 GOOD             USPSQD
 CA0817
 CA0817                          STATION DESCRIPTION
 CA0817
 CA0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0817'21.2 KM (13.15 MI) NE FROM BRADY.
 CA0817'21.2 KM (13.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0817'COURTHOUSE IN BRADY, 14.6 METERS (47.9 FT) NORTHWEST OF THE CENTERLINE
 CA0817'OF THE HIGHWAY, 4.4 METERS (14.4 FT) NORTHEAST OF THE CENTER OF A
 CA0817'GATE, 1.5 METERS (4.9 FT) SOUTHWEST OF THE CENTER OF THE GATE TO A
 CA0817'CORRAL AND 0.6 METER (2.0 FT) SOUTHEAST OF A FENCE.
 CA0817'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CA0817'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CA0817
 CA0817                          STATION RECOVERY (1995)
 CA0817
 CA0817'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0817'RECOVERED IN GOOD CONDITION.
 CA0817
 CA0817                          STATION RECOVERY (2006)
 CA0817
 CA0817'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0817'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1842 ***********************************************************************
 AH1842  DESIGNATION -  TT 12 JVC
 AH1842  PID         -  AH1842
 AH1842  STATE/COUNTY-  TX/DE WITT
 AH1842  USGS QUAD   -  YORKTOWN WEST (1987)
 AH1842
 AH1842                         *CURRENT SURVEY CONTROL
 AH1842  ___________________________________________________________________
 AH1842* NAD 83(1993)-  28 59 32.59866(N)    097 36 42.06877(W)     ADJUSTED  
 AH1842* NAVD 88     -       101.2    (meters)     332.     (feet)  VERTCON   
 AH1842  ___________________________________________________________________
 AH1842  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AH1842  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AH1842
 AH1842  HORZ ORDER  -  THIRD
 AH1842
 AH1842.The horizontal coordinates were established by classical geodetic methods
 AH1842.and adjusted by the National Geodetic Survey in July 1998..
 AH1842
 AH1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1842
 AH1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1842
 AH1842.The geoid height was determined by GEOID03.
 AH1842
 AH1842;                    North         East     Units Scale Factor Converg.
 AH1842;SPC TXSC     - 4,129,257.602   735,266.455   MT  0.99988099   +0 40 48.5
 AH1842;SPC TXSC     -13,547,405.98  2,412,286.69   sFT  0.99988099   +0 40 48.5
 AH1842;UTM  14      - 3,207,936.580   635,238.685   MT  0.99982570   +0 40 22.8
 AH1842
 AH1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1842!SPC TXSC     -   0.99998832  x   0.99988099  =   0.99986931
 AH1842!UTM  14      -   0.99998832  x   0.99982570  =   0.99981402
 AH1842
 AH1842                          SUPERSEDED SURVEY CONTROL
 AH1842
 AH1842  NGVD 29 (07/28/98)  101.2    (m)          332.     (f) VERT ANG       
 AH1842
 AH1842.Superseded values are not recommended for survey control.
 AH1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1842.See file dsdata.txt to determine how the superseded data were derived.
 AH1842
 AH1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT3523907937(NAD 83)
 AH1842_MARKER: I = METAL ROD
 AH1842_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1842
 AH1842  HISTORY     - Date     Condition        Report By
 AH1842  HISTORY     - 1961     MONUMENTED       USGS
 AH1842
 AH1842                          STATION DESCRIPTION
 AH1842
 AH1842'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH1842'STATION ESTABLISHED BY USGS AS A TRANSIT TRAVERSE STATION IN 1961.
 AH1842'RECOVERED BY USGS IN 1963.
 AH1842'STATION MARK--STANDARD TABLET STAMPED---TT 12 JVC 1961---, SET IN
 AH1842'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2152 ***********************************************************************
 AN2152  DESIGNATION -  TT 12 RLL
 AN2152  PID         -  AN2152
 AN2152  STATE/COUNTY-  TX/SAN PATRICIO
 AN2152  USGS QUAD   -  WEST SINTON (1979)
 AN2152
 AN2152                         *CURRENT SURVEY CONTROL
 AN2152  ___________________________________________________________________
 AN2152* NAD 83(1993)-  28 00 44.65419(N)    097 43 04.17614(W)     ADJUSTED  
 AN2152* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 AN2152  ___________________________________________________________________
 AN2152  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AN2152  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN2152
 AN2152  HORZ ORDER  -  FIRST
 AN2152
 AN2152.The horizontal coordinates were established by classical geodetic methods
 AN2152.and adjusted by the National Geodetic Survey in February 1996..
 AN2152
 AN2152.The orthometric height was scaled from a topographic map.
 AN2152
 AN2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2152
 AN2152.The geoid height was determined by GEOID03.
 AN2152
 AN2152;                    North         East     Units Scale Factor Converg.
 AN2152;SPC TX S     - 5,260,140.372   376,930.587   MT  1.00005023   +0 21 18.4
 AN2152;SPC TX S     -17,257,643.87  1,236,646.43   sFT  1.00005023   +0 21 18.4
 AN2152;SPC TXSC     - 4,020,538.879   726,116.019   MT  1.00012711   +0 37 41.4
 AN2152;SPC TXSC     -13,190,717.97  2,382,265.64   sFT  1.00012711   +0 37 41.4
 AN2152;UTM  14      - 3,099,238.938   626,057.997   MT  0.99979613   +0 36 08.2
 AN2152
 AN2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2152!SPC TX S     -   0.99999890  x   1.00005023  =   1.00004913
 AN2152!SPC TXSC     -   0.99999890  x   1.00012711  =   1.00012601
 AN2152!UTM  14      -   0.99999890  x   0.99979613  =   0.99979503
 AN2152
 AN2152|---------------------------------------------------------------------|
 AN2152| PID    Reference Object                     Distance      Geod. Az  |
 AN2152|                                                           dddmmss.s |
 AN2152| CV5632 TT 12 RLL RM 1                       23.729 METERS 07246     |
 AN2152| AH1554 ODEM MUNICIPAL TANK                 APPROX.14.9 KM 1172343.6 |
 AN2152| CV5631 TT 12 RLL AZ MK                                    1302627.6 |
 AN2152| AH1563 ROBSTOWN MUNICIPAL TANK             APPROX.25.4 KM 1675123.9 |
 AN2152| CV5633 TT 12 RLL RM 2                       41.495 METERS 30848     |
 AN2152|---------------------------------------------------------------------|
 AN2152
 AN2152                          SUPERSEDED SURVEY CONTROL
 AN2152
 AN2152  NAD 83(1986)-  28 00 44.66187(N)    097 43 04.15653(W) AD(       ) 1
 AN2152  NAD 27      -  28 00 43.60800(N)    097 43 03.16800(W) AD(       ) 1
 AN2152
 AN2152.Superseded values are not recommended for survey control.
 AN2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2152.See file dsdata.txt to determine how the superseded data were derived.
 AN2152
 AN2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2605899239(NAD 83)
 AN2152_MARKER: DB = BENCH MARK DISK
 AN2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2152
 AN2152  HISTORY     - Date     Condition        Report By
 AN2152  HISTORY     - 1953     MONUMENTED       USGS
 AN2152
 AN2152                          STATION DESCRIPTION
 AN2152
 AN2152'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 AN2152'THE STATION IS LOCATED ON HIGHWAY PROPERTY, ABOUT 9 MILES
 AN2152'SOUTHEAST OF MATHIS, 3.5 MILES NORTHWEST OF ED ROY AND 0.1
 AN2152'MILE SOUTHEAST OF THE RESIDENCE OF D.B. KEETON.
 AN2152'
 AN2152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AN2152'AND STATE HIGHWAY 9 IN MATHIS, GO SOUTHEAST ON STATE HIGHWAY
 AN2152'9 FOR 8.1 MILES TO THE STATION ON THE RIGHT.
 AN2152'
 AN2152'THE STATION MARK IS STAMPED TT12RLL 1952.  IT IS A U.S.
 AN2152'GEOLOGICAL SURVEY BENCH MARK SET IN A CONCRETE CYLINDER THAT
 AN2152'PROJECTS 6 INCHES.  IT IS 50 FEET SOUTHWEST OF THE CENTER
 AN2152'LINE OF STATE HIGHWAY 9, 18 FEET NORTHEAST OF A FENCE CORNER
 AN2152'AND 7 FEET EAST OF A WHITE WITNESS POST.
 AN2152'
 AN2152'REFERENCE MARK 1 IS STAMPED TT12RLL NO 1 USGS 1952.  IT
 AN2152'IS A STANDARD DISK SET IN THE NORTHEAST HEADWALL OF A CONCRETE
 AN2152'CULVERT.  IT IS 18 FEET NORTHEAST OF AND 1 FOOT HIGHER THAN
 AN2152'THE CENTER LINE OF STATE HIGHWAY 9.
 AN2152'
 AN2152'REFERENCE MARK 2 IS STAMPED TT12RLL NO 2 USGS 1953.  IT
 AN2152'IS A STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS
 AN2152'3 INCHES.  IT IS 55 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 AN2152'HIGHWAY 9 AND 1 FOOT NORTHEAST OF A WIRE FENCE.
 AN2152'
 AN2152'THE AZIMUTH MARK IS STAMPED TT12RLL USGS 1953.  IT IS A
 AN2152'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2
 AN2152'INCHES.  IT IS 60 FEET NORTHEAST OF THE CENTER LINE OF STATE
 AN2152'HIGHWAY 9, 2 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH
 AN2152'OF A WHITE WITNESS POST.
 AN2152'
 AN2152'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 AN2152'ON STATE HIGHWAY 9 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 AN2152'
 AN2152'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1169 ***********************************************************************
 CR1169  DESIGNATION -  TT 13 C
 CR1169  PID         -  CR1169
 CR1169  STATE/COUNTY-  TX/RUSK
 CR1169  USGS QUAD   -  KILGORE SE (1971)
 CR1169
 CR1169                         *CURRENT SURVEY CONTROL
 CR1169  ___________________________________________________________________
 CR1169* NAD 83(1993)-  32 15 46.32690(N)    094 47 39.42721(W)     ADJUSTED  
 CR1169* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 CR1169  ___________________________________________________________________
 CR1169  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CR1169  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1169
 CR1169  HORZ ORDER  -  SECOND
 CR1169
 CR1169.The horizontal coordinates were established by classical geodetic methods
 CR1169.and adjusted by the National Geodetic Survey in February 1996..
 CR1169
 CR1169.The orthometric height was scaled from a topographic map.
 CR1169
 CR1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1169
 CR1169.The geoid height was determined by GEOID03.
 CR1169
 CR1169;                    North         East     Units Scale Factor Converg.
 CR1169;SPC TXNC     - 2,072,271.625   949,077.859   MT  0.99996664   +2 01 15.9
 CR1169;SPC TXNC     - 6,798,777.82  3,113,766.28   sFT  0.99996664   +2 01 15.9
 CR1169;UTM  15      - 3,570,986.198   330,993.500   MT  0.99995225   -0 57 28.9
 CR1169
 CR1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1169!SPC TXNC     -   0.99998499  x   0.99996664  =   0.99995163
 CR1169!UTM  15      -   0.99998499  x   0.99995225  =   0.99993724
 CR1169
 CR1169                          SUPERSEDED SURVEY CONTROL
 CR1169
 CR1169  NAD 83(1986)-  32 15 46.33559(N)    094 47 39.41497(W) AD(       ) 2
 CR1169  NAD 27      -  32 15 45.77500(N)    094 47 38.64680(W) AD(       ) 2
 CR1169
 CR1169.Superseded values are not recommended for survey control.
 CR1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1169.See file dsdata.txt to determine how the superseded data were derived.
 CR1169
 CR1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3099370986(NAD 83)
 CR1169_MARKER: DB = BENCH MARK DISK
 CR1169_SETTING: 0 = UNSPECIFIED SETTING
 CR1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1169
 CR1169  HISTORY     - Date     Condition        Report By
 CR1169  HISTORY     - 1958     MONUMENTED       USGS
 CR1169
 CR1169                          STATION DESCRIPTION
 CR1169
 CR1169'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CR1169'SEE STATION BUSBY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0131 ***********************************************************************
 EO0131  DESIGNATION -  TT 13 USGS
 EO0131  PID         -  EO0131
 EO0131  STATE/COUNTY-  TX/PARMER
 EO0131  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0131
 EO0131                         *CURRENT SURVEY CONTROL
 EO0131  ___________________________________________________________________
 EO0131* NAD 83(1986)-  34 25 35.     (N)    102 59 26.     (W)     SCALED    
 EO0131* NAVD 88     -      1263.280  (meters)    4144.61   (feet)  POSTED    
 EO0131  ___________________________________________________________________
 EO0131  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 EO0131  DYNAMIC HT  -        1261.630 (meters)    4139.20  (feet)  COMP
 EO0131  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 EO0131
 EO0131  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0131
 EO0131.The horizontal coordinates were scaled from a topographic map and have
 EO0131.an estimated accuracy of +/- 6 seconds.
 EO0131
 EO0131.The orthometric height was determined by differential leveling
 EO0131.and adjusted by the National Geodetic Survey in 1992..
 EO0131.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0131.rate of 2.1 thru 3.0 mm/km.
 EO0131
 EO0131.The geoid height was determined by GEOID03.
 EO0131
 EO0131.The dynamic height is computed by dividing the NAVD 88
 EO0131.geopotential number by the normal gravity value computed on the
 EO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0131.degrees latitude (g = 980.6199 gals.).
 EO0131
 EO0131.The modeled gravity was interpolated from observed gravity values.
 EO0131
 EO0131;                    North         East    Units  Estimated Accuracy
 EO0131;SPC TX N     - 1,048,340.       62,980.      MT  (+/- 180 meters Scaled)
 EO0131
 EO0131                          SUPERSEDED SURVEY CONTROL
 EO0131
 EO0131  NGVD 29 (??/??/92) 1262.68   (m)         4142.6    (f) COMPUTED    1 2
 EO0131
 EO0131.Superseded values are not recommended for survey control.
 EO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0131.See file dsdata.txt to determine how the superseded data were derived.
 EO0131
 EO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU846112(NAD 83)
 EO0131_MARKER: DB = BENCH MARK DISK
 EO0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0131_STAMPING: TT 13 JCH 1955 4143
 EO0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0131+STABILITY: SURFACE MOTION
 EO0131
 EO0131  HISTORY     - Date     Condition        Report By
 EO0131  HISTORY     - 1955     MONUMENTED       USGS
 EO0131  HISTORY     - 1958     GOOD             NGS
 EO0131  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0131
 EO0131                          STATION DESCRIPTION
 EO0131
 EO0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0131'4.15 MI NE FROM TEXICO, NM.
 EO0131'ABOUT 4.15 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0131'FROM THE STATION AT TEXICO, NEW MEXICO, 10 TELEPHONE POLES SOUTHWEST
 EO0131'OF MILE POST 643, IN THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING
 EO0131'NORTH, 50 FEET NORTHWEST OF THE NEAR RAIL, 48 FEET SOUTHEAST OF THE
 EO0131'CENTER LINE OF U. S. HIGHWAY 60, 1 FOOT SOUTHWEST OF A METAL WITNESS
 EO0131'POST, ABOUT 3 FEET BELOW THE TRACK, ABOUT 1 FOOT ABOVE THE LEVEL OF
 EO0131'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EO0131
 EO0131                          STATION RECOVERY (1984)
 EO0131
 EO0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0131'NOTE=THE POST WAS FOUND WITH THE TOP BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1222 ***********************************************************************
 CR1222  DESIGNATION -  TT 13 WM
 CR1222  PID         -  CR1222
 CR1222  STATE/COUNTY-  TX/UPSHUR
 CR1222  USGS QUAD   -  GILMER (1978)
 CR1222
 CR1222                         *CURRENT SURVEY CONTROL
 CR1222  ___________________________________________________________________
 CR1222* NAD 83(1993)-  32 38 40.16836(N)    094 54 49.03400(W)     ADJUSTED  
 CR1222* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 CR1222  ___________________________________________________________________
 CR1222  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CR1222  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CR1222
 CR1222  HORZ ORDER  -  SECOND
 CR1222
 CR1222.The horizontal coordinates were established by classical geodetic methods
 CR1222.and adjusted by the National Geodetic Survey in February 1996..
 CR1222
 CR1222.The orthometric height was scaled from a topographic map.
 CR1222
 CR1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1222
 CR1222.The geoid height was determined by GEOID03.
 CR1222
 CR1222;                    North         East     Units Scale Factor Converg.
 CR1222;SPC TXNC     - 2,114,173.751   936,396.580   MT  0.99989771   +1 57 21.6
 CR1222;SPC TXNC     - 6,936,251.71  3,072,161.11   sFT  0.99989771   +1 57 21.6
 CR1222;UTM  15      - 3,613,493.562   320,510.016   MT  0.99999727   -1 01 57.1
 CR1222
 CR1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1222!SPC TXNC     -   0.99997733  x   0.99989771  =   0.99987504
 CR1222!UTM  15      -   0.99997733  x   0.99999727  =   0.99997460
 CR1222
 CR1222                          SUPERSEDED SURVEY CONTROL
 CR1222
 CR1222  NAD 83(1986)-  32 38 40.17521(N)    094 54 49.02114(W) AD(       ) 2
 CR1222  NAD 27      -  32 38 39.66930(N)    094 54 48.24370(W) AD(       ) 2
 CR1222
 CR1222.Superseded values are not recommended for survey control.
 CR1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1222.See file dsdata.txt to determine how the superseded data were derived.
 CR1222
 CR1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2051013494(NAD 83)
 CR1222_MARKER: DD = SURVEY DISK
 CR1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1222+STABILITY: SURFACE MOTION
 CR1222
 CR1222  HISTORY     - Date     Condition        Report By
 CR1222  HISTORY     - 1950     MONUMENTED       CGS
 CR1222
 CR1222                          STATION DESCRIPTION
 CR1222
 CR1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1222'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH-SOUTHEAST OF GILMER,
 CR1222'7.0 MILES NORTH OF GLADEWATER, 0.6 MILE EAST OF U.S. HIGHWAY
 CR1222'271 AND ON A PROMINENT WOODED KNOLL.  IT IS 13.6 FEET EAST OF
 CR1222'A BLAZED OAK TREE WITH USBM PAINTED IN THE BLAZE.  THE MARK IS
 CR1222'SET IN A 6X6 INCH SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES
 CR1222'AND THE DISK IS STAMPED TT 13 WM 1949.
 CR1222'
 CR1222'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TODD
 CR1222'TO TT 13 WM.  IT IS 12.801 METERS (42.00 FEET) SOUTH-SOUTHWEST
 CR1222'OF THE STATION.
 CR1222'
 CR1222'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 80 AND 271
 CR1222'IN GLADEWATER, GO NORTH ON HIGHWAY 271, 8.4 MILES TO A SIDE
 CR1222'ROAD RIGHT AT THE PIEDMONT SCHOOL HOUSE, TURN RIGHT (EAST)
 CR1222'0.6 MILE TO A T-INTERSECTION, TURN RIGHT 0.1 MILE TO A TRIANGLE
 CR1222'BLAZED TREE ON THE RIGHT, TURN LEFT, NORTHEAST ALONG THE EDGE
 CR1222'OF FIELD, PICKING WAY TO TOP OF THE KNOLL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0266 ***********************************************************************
 EO0266  DESIGNATION -  TT 14
 EO0266  PID         -  EO0266
 EO0266  STATE/COUNTY-  TX/PARMER
 EO0266  USGS QUAD   -  FARWELL (1985)
 EO0266
 EO0266                         *CURRENT SURVEY CONTROL
 EO0266  ___________________________________________________________________
 EO0266* NAD 83(1986)-  34 24 20.     (N)    103 01 08.     (W)     SCALED    
 EO0266* NAVD 88     -      1261.760  (meters)    4139.62   (feet)  ADJUSTED  
 EO0266  ___________________________________________________________________
 EO0266  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 EO0266  DYNAMIC HT  -        1260.106 (meters)    4134.20  (feet)  COMP
 EO0266  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 EO0266
 EO0266  VERT ORDER  -  FIRST     CLASS II
 EO0266
 EO0266.The horizontal coordinates were scaled from a topographic map and have
 EO0266.an estimated accuracy of +/- 6 seconds.
 EO0266
 EO0266.The orthometric height was determined by differential leveling
 EO0266.and adjusted by the National Geodetic Survey in June 1991..
 EO0266
 EO0266.The geoid height was determined by GEOID03.
 EO0266
 EO0266.The dynamic height is computed by dividing the NAVD 88
 EO0266.geopotential number by the normal gravity value computed on the
 EO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0266.degrees latitude (g = 980.6199 gals.).
 EO0266
 EO0266.The modeled gravity was interpolated from observed gravity values.
 EO0266
 EO0266;                    North         East    Units  Estimated Accuracy
 EO0266;SPC TX N     - 1,046,070.       60,340.      MT  (+/- 180 meters Scaled)
 EO0266
 EO0266                          SUPERSEDED SURVEY CONTROL
 EO0266
 EO0266  NGVD 29 (??/??/92) 1261.160  (m)         4137.66   (f) ADJ UNCH    1 2
 EO0266
 EO0266.Superseded values are not recommended for survey control.
 EO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0266.See file dsdata.txt to determine how the superseded data were derived.
 EO0266
 EO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU820089(NAD 83)
 EO0266_MARKER: DB = BENCH MARK DISK
 EO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0266_STAMPING: TT 14 JCH 1955 4138
 EO0266_MARK LOGO: USGS  
 EO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0266+STABILITY: SURFACE MOTION
 EO0266
 EO0266  HISTORY     - Date     Condition        Report By
 EO0266  HISTORY     - 1955     MONUMENTED       USGS
 EO0266  HISTORY     - 1958     GOOD             NGS
 EO0266  HISTORY     - 1984     GOOD             NGS
 EO0266
 EO0266                          STATION DESCRIPTION
 EO0266
 EO0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0266'2.05 MI NE FROM TEXICO, NM.
 EO0266'ABOUT 2.05 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0266'FROM THE STATION AT TEXICO, NEW MEXICO, 19 TELEPHONE POLES NORTHEAST
 EO0266'OF MILE POST 646, 47 FEET SOUTHEAST OF THE NEAR RAIL, 30 FEET
 EO0266'NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 18 FEET NORTHEAST OF A
 EO0266'TELEPHONE POLE, 2 FEET NORTHEAST OF A VERTICAL SECTION OF A RAIL
 EO0266'PAINTED WHITE, ABOUT 4 FEET BELOW THE TRACK, ABOUT 3 FEET ABOVE THE
 EO0266'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 EO0266'INCHES.
 EO0266
 EO0266                          STATION RECOVERY (1984)
 EO0266
 EO0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0644 ***********************************************************************
 CR0644  DESIGNATION -  TT 14 S
 CR0644  PID         -  CR0644
 CR0644  STATE/COUNTY-  TX/VAN ZANDT
 CR0644  USGS QUAD   -  PHALBA (1984)
 CR0644
 CR0644                         *CURRENT SURVEY CONTROL
 CR0644  ___________________________________________________________________
 CR0644* NAD 83(1986)-  32 28 55.     (N)    095 59 46.     (W)     SCALED    
 CR0644* NAVD 88     -       142.694  (meters)     468.16   (feet)  ADJUSTED  
 CR0644  ___________________________________________________________________
 CR0644  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CR0644  DYNAMIC HT  -         142.531 (meters)     467.62  (feet)  COMP
 CR0644  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 CR0644
 CR0644  VERT ORDER  -  SECOND    CLASS 0
 CR0644
 CR0644.The horizontal coordinates were scaled from a topographic map and have
 CR0644.an estimated accuracy of +/- 6 seconds.
 CR0644
 CR0644.The orthometric height was determined by differential leveling
 CR0644.and adjusted by the National Geodetic Survey in June 1991..
 CR0644
 CR0644.The geoid height was determined by GEOID03.
 CR0644
 CR0644.The dynamic height is computed by dividing the NAVD 88
 CR0644.geopotential number by the normal gravity value computed on the
 CR0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0644.degrees latitude (g = 980.6199 gals.).
 CR0644
 CR0644.The modeled gravity was interpolated from observed gravity values.
 CR0644
 CR0644;                    North         East    Units  Estimated Accuracy
 CR0644;SPC TXNC     - 2,093,210.      835,310.      MT  (+/- 180 meters Scaled)
 CR0644
 CR0644                          SUPERSEDED SURVEY CONTROL
 CR0644
 CR0644  NGVD 29 (??/??/92)  142.703  (m)          468.18   (f) ADJ UNCH    2 0
 CR0644
 CR0644.Superseded values are not recommended for survey control.
 CR0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0644.See file dsdata.txt to determine how the superseded data were derived.
 CR0644
 CR0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR184978(NAD 83)
 CR0644_MARKER: DD = SURVEY DISK
 CR0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0644_STAMPING: TT 14 S 468 1946
 CR0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0644+STABILITY: SURFACE MOTION
 CR0644
 CR0644  HISTORY     - Date     Condition        Report By
 CR0644  HISTORY     - 1946     MONUMENTED       USGS
 CR0644  HISTORY     - 1948     GOOD             NGS
 CR0644  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0644
 CR0644                          STATION DESCRIPTION
 CR0644
 CR0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0644'3.65 MI W FROM JACKSON.
 CR0644'3.65 MILES WEST ALONG THE JACKSON-WHITON SCHOOL ROAD FROM THE
 CR0644'ELEMENTARY SCHOOL AT JACKSON, 0.5 MILE NORTHEAST OF BENCH MARK W 997,
 CR0644'AT A ROAD JUNCTION, 240.6 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER
 CR0644'OF WHITON SCHOOL, 42.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 CR0644'ROAD, 26.0 FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 1.2
 CR0644'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CR0644'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0644
 CR0644                          STATION RECOVERY (1995)
 CR0644
 CR0644'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2329 ***********************************************************************
 BY2329  DESIGNATION -  TT 15 EV
 BY2329  PID         -  BY2329
 BY2329  STATE/COUNTY-  TX/FREESTONE
 BY2329  USGS QUAD   -  BUTLER (1964)
 BY2329
 BY2329                         *CURRENT SURVEY CONTROL
 BY2329  ___________________________________________________________________
 BY2329* NAD 83(1986)-  31 40 30.     (N)    095 53 14.     (W)     SCALED    
 BY2329* NAVD 88     -        90.563  (meters)     297.12   (feet)  ADJUSTED  
 BY2329  ___________________________________________________________________
 BY2329  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BY2329  DYNAMIC HT  -          90.454 (meters)     296.76  (feet)  COMP
 BY2329  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 BY2329
 BY2329  VERT ORDER  -  SECOND    CLASS 0
 BY2329
 BY2329.The horizontal coordinates were scaled from a topographic map and have
 BY2329.an estimated accuracy of +/- 6 seconds.
 BY2329
 BY2329.The orthometric height was determined by differential leveling
 BY2329.and adjusted by the National Geodetic Survey in June 1991..
 BY2329
 BY2329.The geoid height was determined by GEOID03.
 BY2329
 BY2329.The dynamic height is computed by dividing the NAVD 88
 BY2329.geopotential number by the normal gravity value computed on the
 BY2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2329.degrees latitude (g = 980.6199 gals.).
 BY2329
 BY2329.The modeled gravity was interpolated from observed gravity values.
 BY2329
 BY2329;                    North         East    Units  Estimated Accuracy
 BY2329;SPC TX C     - 3,231,060.    1,121,470.      MT  (+/- 180 meters Scaled)
 BY2329
 BY2329                          SUPERSEDED SURVEY CONTROL
 BY2329
 BY2329  NGVD 29 (??/??/92)   90.546  (m)          297.07   (f) ADJ UNCH    2 0
 BY2329
 BY2329.Superseded values are not recommended for survey control.
 BY2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2329.See file dsdata.txt to determine how the superseded data were derived.
 BY2329
 BY2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR262080(NAD 83)
 BY2329_MARKER: DD = SURVEY DISK
 BY2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2329_STAMPING: TT 15 EV 1947
 BY2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2329+STABILITY: SURFACE MOTION
 BY2329
 BY2329  HISTORY     - Date     Condition        Report By
 BY2329  HISTORY     - 1947     MONUMENTED       USGS
 BY2329  HISTORY     - 1947     GOOD             NGS
 BY2329
 BY2329                          STATION DESCRIPTION
 BY2329
 BY2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2329'5.2 MI NE FROM BUTLER.
 BY2329'2.8 MILES EAST ALONG U.S. HIGHWAY NO. 84 AND 2.4 MILES NORTHWEST ALONG
 BY2329'A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER, AT A
 BY2329'ROAD JUNCTION, 0.3 MILE WEST OF A CHURCH AND CEMETERY, 19.0 FEET NORTH
 BY2329'OF THE CENTER OF AN EAST-WEST ROAD, 16.0 FEET EAST OF THE CENTER OF A
 BY2329'ROAD LEADING NORTHWEST, 2.0 FEET NORTH OF A FENCE CORNER POST, 2.0
 BY2329'FEET WEST OF A REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE DISK
 BY2329'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BY2329'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0287 ***********************************************************************
 AX0287  DESIGNATION -  TT 15 L TRD
 AX0287  PID         -  AX0287
 AX0287  STATE/COUNTY-  TX/AUSTIN
 AX0287  USGS QUAD   -  WALLIS (1980)
 AX0287
 AX0287                         *CURRENT SURVEY CONTROL
 AX0287  ___________________________________________________________________
 AX0287* NAD 83(1986)-  29 37 36.     (N)    096 03 12.     (W)     SCALED    
 AX0287* NAVD 88     -        39.40   (+/-2cm)     129.3    (feet)  VERTCON   
 AX0287  ___________________________________________________________________
 AX0287  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0287
 AX0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0287
 AX0287.The horizontal coordinates were scaled from a topographic map and have
 AX0287.an estimated accuracy of +/- 6 seconds.
 AX0287
 AX0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0287.The vertical order pertains to the NGVD 29 superseded value.
 AX0287
 AX0287.The geoid height was determined by GEOID03.
 AX0287
 AX0287;                    North         East    Units  Estimated Accuracy
 AX0287;SPC TXSC     - 4,202,340.      885,310.      MT  (+/- 180 meters Scaled)
 AX0287
 AX0287                          SUPERSEDED SURVEY CONTROL
 AX0287
 AX0287  NGVD 29 (??/??/92)   39.389  (m)          129.23   (f) ADJ UNCH    2 0
 AX0287
 AX0287.Superseded values are not recommended for survey control.
 AX0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0287.See file dsdata.txt to determine how the superseded data were derived.
 AX0287
 AX0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT853810(NAD 83)
 AX0287_MARKER: DD = SURVEY DISK
 AX0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0287_STAMPING: TT 15 L 1930
 AX0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0287+STABILITY: SURFACE MOTION
 AX0287
 AX0287  HISTORY     - Date     Condition        Report By
 AX0287  HISTORY     - 1930     MONUMENTED
 AX0287  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0287  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AX0287
 AX0287                          STATION DESCRIPTION
 AX0287
 AX0287'DESCRIBED 1930
 AX0287'0.8 MI E FROM WALLIS.
 AX0287'0.8 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AX0287'STATION AT WALLIS, AUSTIN COUNTY, 78 YARDS EAST OF A SECTION HOUSE, 54
 AX0287'YARDS EAST OF A WATER TANK, AT A GRAVEL-ROAD CROSSING, 48 FEET EAST OF
 AX0287'THE CENTERLINE OF THE ROAD, 35.7 FEET NORTH OF THE CENTERLINE OF THE
 AX0287'TRACK, 4.5 FEET EAST OF POLE E 58, 2.3 FEET EAST OF A WHITE WOODEN
 AX0287'WITNESS POST, 1-1/2 FEET LOWER THAN THE TRACK AND SET IN THE TOP OF A
 AX0287'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AX0287
 AX0287                          STATION RECOVERY (1999)
 AX0287
 AX0287'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0287'MARK NOT FOUND.
 AX0287
 AX0287                          STATION RECOVERY (2004)
 AX0287
 AX0287'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0469 ***********************************************************************
 AM0469  DESIGNATION -  TT 15 USGS
 AM0469  PID         -  AM0469
 AM0469  STATE/COUNTY-  TX/MATAGORDA
 AM0469  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0469
 AM0469                         *CURRENT SURVEY CONTROL
 AM0469  ___________________________________________________________________
 AM0469* NAD 83(1993)-  28 48 45.61997(N)    095 32 26.75030(W)     ADJUSTED  
 AM0469* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 AM0469  ___________________________________________________________________
 AM0469  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AM0469  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AM0469
 AM0469  HORZ ORDER  -  SECOND
 AM0469
 AM0469.The horizontal coordinates were established by classical geodetic methods
 AM0469.and adjusted by the National Geodetic Survey in February 1996..
 AM0469
 AM0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0469
 AM0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0469
 AM0469.The geoid height was determined by GEOID03.
 AM0469
 AM0469;                    North         East     Units Scale Factor Converg.
 AM0469;SPC TXSC     - 4,113,531.220   937,588.627   MT  0.99990448   +1 41 41.0
 AM0469;SPC TXSC     -13,495,810.34  3,076,072.02   sFT  0.99990448   +1 41 41.0
 AM0469;UTM  15      - 3,189,882.372   252,041.064   MT  1.00035881   -1 13 30.5
 AM0469
 AM0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0469!SPC TXSC     -   1.00000337  x   0.99990448  =   0.99990785
 AM0469!UTM  15      -   1.00000337  x   1.00035881  =   1.00036219
 AM0469
 AM0469                          SUPERSEDED SURVEY CONTROL
 AM0469
 AM0469  NAD 83(1986)-  28 48 45.62856(N)    095 32 26.73095(W) AD(       ) 2
 AM0469  NAD 27      -  28 48 44.71307(N)    095 32 25.91372(W) AD(       ) 2
 AM0469  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 AM0469
 AM0469.Superseded values are not recommended for survey control.
 AM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0469.See file dsdata.txt to determine how the superseded data were derived.
 AM0469
 AM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM5204189882(NAD 83)
 AM0469_MARKER: DH = HORIZONTAL CONTROL DISK
 AM0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0469+STABILITY: SURFACE MOTION
 AM0469
 AM0469  HISTORY     - Date     Condition        Report By
 AM0469  HISTORY     - 1978     MONUMENTED       USGS
 AM0469
 AM0469                          STATION DESCRIPTION
 AM0469
 AM0469'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (JRS)
 AM0469'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAT OF FREEPORT,
 AM0469'7-1/2 MILES EAST-SOUTHEAST OF SARGENT, IN PASTURELAND ALONG
 AM0469'THE BANK OF THE INTRACOASTAL WATERWAY, AND ON PROPERTY OWNED
 AM0469'BY MRS. J.A. SMITH, 1010 MAIN STREET, RICHMOND, TEXAS 77469,
 AM0469'TELEPHONE NUMBER 713-342-4047.
 AM0469'
 AM0469'TO REACH FROM THE TEXACO SERVICE STATION AND GROCERY STORE IN
 AM0469'SARGENT, GO EAST-SOUTHEAST ON FARM ROAD 457 FOR 1.55 MILES TO
 AM0469'A SHELL ROAD LEFT.  TURN LEFT AND GO NORTH ON THE SHELL ROAD
 AM0469'FOR 1.0 MILE TO A LOCKED GATE.  PASS THROUGH GATE AND TURN
 AM0469'RIGHT AND GO EASTERLY FOR 1.0 MILE TO SOME RANCH BUILDINGS ON
 AM0469'THE LEFT AND A FORK.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY
 AM0469'FOR 0.15 MILE TO A METAL GATE.  CONTINUE ABOUT 150 FEET TO A
 AM0469'WOODEN GATE.  CONTINUE EASTERLY FOR 0.1 MILE TO A FORK AND A
 AM0469'CORRAL ON THE LEFT.  KEEP RIGHT FORK, EASTERLY ON A WINDING
 AM0469'ROAD FOR 0.45 MILE TO A WIRE GATE.  CONTINUE EASTERLY AND
 AM0469'NORTHEASTERLY FOR 0.55 MILE TO A METAL GATE.  CONTINUE
 AM0469'NORTHEASTERLY AND EASTERLY ON THE MAIN TRAVELED ROAD FOR 0.75
 AM0469'MILE TO A WIRE GATE.  CONTINUE EASTERLY ON THE MAIN ROAD FOR
 AM0469'0.65 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY
 AM0469'FOR 0.55 MILE TO A FORK AND A WINDMILL.  KEEP THE LEFT FORK
 AM0469'AND GO NORTHEASTERLY FOR 1.1 MILES TO A TRACK CROSSROAD.
 AM0469'CONTINUE NORTHEASTERLY FOR 0.55 MILE TO A LARGE CORRAL,
 AM0469'WINDBREAK, AND SMITH AZIMUTH MARK ON THE LEFT.  BEAR RIGHT AND
 AM0469'GO SOUTHERLY ALONG THE RIGHT SIDE OF A SWAMP AREA FOR 0.3 MILE,
 AM0469'HERE TURN LEFT AND GO EASTERLY ACROSS PASTURELAND FOR 0.8 MILE
 AM0469'TO THE HIGHEST KNOLL IN THE IMMEDIATE VICINITY AND THE STATION.
 AM0469'
 AM0469'THE STATION IS A STANDARD USGS DISK
 AM0469'STAMPED---TT 15 HFS 1951/--,
 AM0469'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 6 INCHES IN
 AM0469'DIAMETER PROJECTING 8 INCHES ABOVE THE GROUND.
 AM0469'
 AM0469'THIS STATION USED AS A REFERENCE MARK TO STATION SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1213 ***********************************************************************
 CR1213  DESIGNATION -  TT 15 WM
 CR1213  PID         -  CR1213
 CR1213  STATE/COUNTY-  TX/GREGG
 CR1213  USGS QUAD   -  GLADEWATER (1960)
 CR1213
 CR1213                         *CURRENT SURVEY CONTROL
 CR1213  ___________________________________________________________________
 CR1213* NAD 83(1993)-  32 32 59.90602(N)    094 55 48.33017(W)     ADJUSTED  
 CR1213* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 CR1213  ___________________________________________________________________
 CR1213  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 CR1213  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR1213
 CR1213  HORZ ORDER  -  SECOND
 CR1213
 CR1213.The horizontal coordinates were established by classical geodetic methods
 CR1213.and adjusted by the National Geodetic Survey in February 1996..
 CR1213
 CR1213.The orthometric height was scaled from a topographic map.
 CR1213
 CR1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1213
 CR1213.The geoid height was determined by GEOID03.
 CR1213
 CR1213;                    North         East     Units Scale Factor Converg.
 CR1213;SPC TXNC     - 2,103,646.470   935,208.292   MT  0.99991069   +1 56 49.2
 CR1213;SPC TXNC     - 6,901,713.46  3,068,262.54   sFT  0.99991069   +1 56 49.2
 CR1213;UTM  15      - 3,603,041.493   318,774.578   MT  1.00000500   -1 02 19.5
 CR1213
 CR1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1213!SPC TXNC     -   0.99998438  x   0.99991069  =   0.99989507
 CR1213!UTM  15      -   0.99998438  x   1.00000500  =   0.99998938
 CR1213
 CR1213                          SUPERSEDED SURVEY CONTROL
 CR1213
 CR1213  NAD 83(1986)-  32 32 59.91345(N)    094 55 48.31718(W) AD(       ) 2
 CR1213  NAD 27      -  32 32 59.39240(N)    094 55 47.53870(W) AD(       ) 2
 CR1213
 CR1213.Superseded values are not recommended for survey control.
 CR1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1213.See file dsdata.txt to determine how the superseded data were derived.
 CR1213
 CR1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1877503041(NAD 83)
 CR1213_MARKER: DB = BENCH MARK DISK
 CR1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1213+STABILITY: SURFACE MOTION
 CR1213
 CR1213  HISTORY     - Date     Condition        Report By
 CR1213  HISTORY     - 1950     MONUMENTED       CGS
 CR1213  HISTORY     - 20040605 GOOD             USPSQD
 CR1213
 CR1213                          STATION DESCRIPTION
 CR1213
 CR1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1213'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF GLADEWATER AND
 CR1213'0.1 MILE EAST OF HIGHWAY 271.  IT IS 101 FEET SOUTHWEST OF THE
 CR1213'WEST OIL TANK OF THREE, 9.7 FEET EAST OF THE SOUTHWEST CORNER OF
 CR1213'FENCE AROUND THE OIL TANKS AND 1.7 FEET SOUTH OF THE FENCE.
 CR1213'THE MARK IS A USGS BENCH MARK SET IN A 6 X 6 INCH CONCRETE
 CR1213'POST WHICH PROJECTS 8 INCHES AND THE DISK IS STAMPED TT
 CR1213'15 WM 1949.
 CR1213'
 CR1213'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CR1213'GLADEWATER TO TT 15 WM.  IT IS (119.99 FEET) 36.573 METERS
 CR1213'NORTH-NORTHEAST OF THE STATION.
 CR1213'
 CR1213'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 80 AND 271
 CR1213'IN GLADEWATER, GO NORTH ON HIGHWAY 271 FOR 1.1 MILES TO A
 CR1213'SIDE ROAD RIGHT, TURN RIGHT (EAST) 0.1 MILE TO A CATTLE
 CR1213'GUARD ON THE RIGHT JUST BEFORE REACHING THREE OIL TANKS,
 CR1213'TURN RIGHT AND GO SOUTHEAST APPROXIMATELY 150 FEET TO THE
 CR1213'SOUTHWEST CORNER OF THE FENCE ENCLOSING THE OIL TANKS AND
 CR1213'THE STATION AS DESCRIBED.
 CR1213
 CR1213                          STATION RECOVERY (2004)
 CR1213
 CR1213'RECOVERY NOTE BY US POWER SQUADRON 2004 (LSL)
 CR1213'MARKER CAN BE LOCATED IN THE BACKYARD OF A RESIDENTIAL HOUSE AT 1203
 CR1213'NELWIN STREET.  TANKS NO LONGER EXIST FROM PREVIOUS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1260 ***********************************************************************
 CR1260  DESIGNATION -  TT 15 WM USGS 1950
 CR1260  PID         -  CR1260
 CR1260  STATE/COUNTY-  TX/SMITH
 CR1260  USGS QUAD   -  STARRVILLE (1966)
 CR1260
 CR1260                         *CURRENT SURVEY CONTROL
 CR1260  ___________________________________________________________________
 CR1260* NAD 83(1993)-  32 29 49.21500(N)    095 01 32.63216(W)     ADJUSTED  
 CR1260* NAVD 88     -       133.70   (+/-2cm)     438.6    (feet)  VERTCON   
 CR1260  ___________________________________________________________________
 CR1260  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CR1260  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CR1260
 CR1260  HORZ ORDER  -  SECOND
 CR1260  VERT ORDER  -  THIRD ? (See Below)
 CR1260
 CR1260.The horizontal coordinates were established by classical geodetic methods
 CR1260.and adjusted by the National Geodetic Survey in February 1996..
 CR1260
 CR1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1260.The vertical order pertains to the NGVD 29 superseded value.
 CR1260
 CR1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1260
 CR1260.The geoid height was determined by GEOID03.
 CR1260
 CR1260;                    North         East     Units Scale Factor Converg.
 CR1260;SPC TXNC     - 2,097,474.968   926,425.445   MT  0.99991915   +1 53 41.4
 CR1260;SPC TXNC     - 6,881,465.79  3,039,447.48   sFT  0.99991915   +1 53 41.4
 CR1260;UTM  15      - 3,597,335.038   309,681.297   MT  1.00004667   -1 05 19.2
 CR1260
 CR1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1260!SPC TXNC     -   0.99998316  x   0.99991915  =   0.99990231
 CR1260!UTM  15      -   0.99998316  x   1.00004667  =   1.00002983
 CR1260
 CR1260                          SUPERSEDED SURVEY CONTROL
 CR1260
 CR1260  NAD 83(1986)-  32 29 49.22263(N)    095 01 32.61868(W) AD(       ) 2
 CR1260  NAD 27      -  32 29 48.69980(N)    095 01 31.82880(W) AD(       ) 2
 CR1260  NGVD 29 (07/19/86)  133.73   (m)          438.7    (f) LEVELING    3  
 CR1260
 CR1260.Superseded values are not recommended for survey control.
 CR1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1260.See file dsdata.txt to determine how the superseded data were derived.
 CR1260
 CR1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR0968197335(NAD 83)
 CR1260_MARKER: DD = SURVEY DISK
 CR1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1260_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1260+STABILITY: SURFACE MOTION
 CR1260
 CR1260  HISTORY     - Date     Condition        Report By
 CR1260  HISTORY     - 1950     MONUMENTED       CGS
 CR1260  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR1260  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR1260
 CR1260                          STATION DESCRIPTION
 CR1260
 CR1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1260'STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF BIG SANDY
 CR1260'AND 5.5 MILES SOUTHWEST OF GLADEWATER ALONG THE RIGHT OF
 CR1260'WAY OF U.S. HIGHWAY 271.  STATION IS 70 FEET NORTHWEST OF
 CR1260'THE CENTERLINE OF HIGHWAY AND 21 FEET EAST SOUTHEAST OF
 CR1260'A LARGE LONE OAK TREE.  THE MARK IS A 6 X 6 CONCRETE POST,
 CR1260'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED TT 15 WM 1950.
 CR1260'
 CR1260'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CR1260'BERRYHILL TO STATION AND THE DISTANCE IS 22.154 METERS
 CR1260'(72.68 FEET) SOUTH-SOUTHWEST.
 CR1260'
 CR1260'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CR1260'271 IN GLADEWATER GO SOUTHWEST ON U.S. HIGHWAY 271 FOR 5.6
 CR1260'MILES TO STATION ON RIGHT OR NORTHWEST SIDE OF HIGHWAY AS
 CR1260'DESCRIBED.
 CR1260
 CR1260                          STATION RECOVERY (1996)
 CR1260
 CR1260'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1260'MARK NOT FOUND.
 CR1260
 CR1260                          STATION RECOVERY (2004)
 CR1260
 CR1260'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2331 ***********************************************************************
 BY2331  DESIGNATION -  TT 16 EV
 BY2331  PID         -  BY2331
 BY2331  STATE/COUNTY-  TX/FREESTONE
 BY2331  USGS QUAD   -  BUTLER (1964)
 BY2331
 BY2331                         *CURRENT SURVEY CONTROL
 BY2331  ___________________________________________________________________
 BY2331* NAD 83(1986)-  31 41 54.     (N)    095 53 48.     (W)     SCALED    
 BY2331* NAVD 88     -        99.710  (meters)     327.13   (feet)  ADJUSTED  
 BY2331  ___________________________________________________________________
 BY2331  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BY2331  DYNAMIC HT  -          99.590 (meters)     326.74  (feet)  COMP
 BY2331  MODELED GRAV-     979,435.4   (mgal)                       NAVD 88
 BY2331
 BY2331  VERT ORDER  -  SECOND    CLASS 0
 BY2331
 BY2331.The horizontal coordinates were scaled from a topographic map and have
 BY2331.an estimated accuracy of +/- 6 seconds.
 BY2331
 BY2331.The orthometric height was determined by differential leveling
 BY2331.and adjusted by the National Geodetic Survey in June 1991..
 BY2331
 BY2331.The geoid height was determined by GEOID03.
 BY2331
 BY2331.The dynamic height is computed by dividing the NAVD 88
 BY2331.geopotential number by the normal gravity value computed on the
 BY2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2331.degrees latitude (g = 980.6199 gals.).
 BY2331
 BY2331.The modeled gravity was interpolated from observed gravity values.
 BY2331
 BY2331;                    North         East    Units  Estimated Accuracy
 BY2331;SPC TX C     - 3,233,610.    1,120,470.      MT  (+/- 180 meters Scaled)
 BY2331
 BY2331                          SUPERSEDED SURVEY CONTROL
 BY2331
 BY2331  NGVD 29 (??/??/92)   99.695  (m)          327.08   (f) ADJ UNCH    2 0
 BY2331
 BY2331.Superseded values are not recommended for survey control.
 BY2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2331.See file dsdata.txt to determine how the superseded data were derived.
 BY2331
 BY2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR254106(NAD 83)
 BY2331_MARKER: DD = SURVEY DISK
 BY2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2331_STAMPING: TT 16 EV 1947
 BY2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2331+STABILITY: SURFACE MOTION
 BY2331
 BY2331  HISTORY     - Date     Condition        Report By
 BY2331  HISTORY     - 1947     MONUMENTED       USGS
 BY2331  HISTORY     - 1947     GOOD             NGS
 BY2331
 BY2331                          STATION DESCRIPTION
 BY2331
 BY2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2331'7.0 MI NE FROM BUTLER.
 BY2331'2.8 MILES EAST ALONG U.S. HIGHWAY NO.84 AND 4.2 MILES NORTHWEST ALONG
 BY2331'A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER, ON THE
 BY2331'OUTSIDE OF A SHARP CURVE, 200.0 FEET NORTHWEST OF A SMALL FRAME FARM
 BY2331'HOUSE, 41.0 FEET NORTH OF THE CENTER OF THE ROAD (MEASURED FROM A
 BY2331'POINT AT THE CENTER OF A CURVE), 1.6 FOOT SOUTH OF AN EAST-WEST FENCE,
 BY2331'1.5 FOOT EAST OF A REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE
 BY2331'DISK SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BY2331'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0284 ***********************************************************************
 AX0284  DESIGNATION -  TT 16 L TRD
 AX0284  PID         -  AX0284
 AX0284  STATE/COUNTY-  TX/FORT BEND
 AX0284  USGS QUAD   -  EAST BERNARD (1980)
 AX0284
 AX0284                         *CURRENT SURVEY CONTROL
 AX0284  ___________________________________________________________________
 AX0284* NAD 83(1986)-  29 36 56.     (N)    096 00 58.     (W)     SCALED    
 AX0284* NAVD 88     -        38.87   (+/-2cm)     127.5    (feet)  VERTCON   
 AX0284  ___________________________________________________________________
 AX0284  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0284
 AX0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0284
 AX0284.The horizontal coordinates were scaled from a topographic map and have
 AX0284.an estimated accuracy of +/- 6 seconds.
 AX0284
 AX0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0284.The vertical order pertains to the NGVD 29 superseded value.
 AX0284
 AX0284.The geoid height was determined by GEOID03.
 AX0284
 AX0284;                    North         East    Units  Estimated Accuracy
 AX0284;SPC TXSC     - 4,201,200.      888,940.      MT  (+/- 180 meters Scaled)
 AX0284
 AX0284                          SUPERSEDED SURVEY CONTROL
 AX0284
 AX0284  NGVD 29 (??/??/92)   38.859  (m)          127.49   (f) ADJ UNCH    2 0
 AX0284
 AX0284.Superseded values are not recommended for survey control.
 AX0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0284.See file dsdata.txt to determine how the superseded data were derived.
 AX0284
 AX0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT889799(NAD 83)
 AX0284_MARKER: DD = SURVEY DISK
 AX0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0284_STAMPING: TT 16 L 1930
 AX0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0284+STABILITY: SURFACE MOTION
 AX0284
 AX0284  HISTORY     - Date     Condition        Report By
 AX0284  HISTORY     - 1930     MONUMENTED
 AX0284  HISTORY     - 19980208 MARK NOT FOUND   USPSQD
 AX0284  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AX0284
 AX0284                          STATION DESCRIPTION
 AX0284
 AX0284'DESCRIBED 1930
 AX0284'2.9 MI W FROM ORCHARD.
 AX0284'2.9 MILES WEST ALONG THE GULF, COLORADO AND SANTE FE RAILWAY FROM THE
 AX0284'STATION AT ORCHARD, FORT BEND COUNTY, 8.6 FEET EAST OF MILE POLE 79,
 AX0284'36.8 FEET NORTH OF THE CENTERLINE OF THE TRACK, 14 FEET SOUTH OF THE
 AX0284'RIGHT-OF-WAY FENCE, 2 FEET EAST OF A WITNESS WOODEN WITNESS POST, 3
 AX0284'FEET LOWER THAN THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 AX0284'PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AX0284
 AX0284                          STATION RECOVERY (1998)
 AX0284
 AX0284'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0284'MARK NOT FOUND.
 AX0284
 AX0284                          STATION RECOVERY (2004)
 AX0284
 AX0284'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1217 ***********************************************************************
 CR1217  DESIGNATION -  TT 16 WM
 CR1217  PID         -  CR1217
 CR1217  STATE/COUNTY-  TX/UPSHUR
 CR1217  USGS QUAD   -  GLADEWATER (1960)
 CR1217
 CR1217                         *CURRENT SURVEY CONTROL
 CR1217  ___________________________________________________________________
 CR1217* NAD 83(1993)-  32 33 05.96162(N)    094 59 26.01045(W)     ADJUSTED  
 CR1217* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 CR1217  ___________________________________________________________________
 CR1217  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CR1217  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR1217
 CR1217  HORZ ORDER  -  SECOND
 CR1217
 CR1217.The horizontal coordinates were established by classical geodetic methods
 CR1217.and adjusted by the National Geodetic Survey in February 1996..
 CR1217
 CR1217.The orthometric height was scaled from a topographic map.
 CR1217
 CR1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1217
 CR1217.The geoid height was determined by GEOID03.
 CR1217
 CR1217;                    North         East     Units Scale Factor Converg.
 CR1217;SPC TXNC     - 2,103,641.584   929,526.469   MT  0.99991044   +1 54 50.5
 CR1217;SPC TXNC     - 6,901,697.43  3,049,621.42   sFT  0.99991044   +1 54 50.5
 CR1217;UTM  15      - 3,603,332.579   313,099.604   MT  1.00003076   -1 04 16.9
 CR1217
 CR1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1217!SPC TXNC     -   0.99998862  x   0.99991044  =   0.99989906
 CR1217!UTM  15      -   0.99998862  x   1.00003076  =   1.00001938
 CR1217
 CR1217                          SUPERSEDED SURVEY CONTROL
 CR1217
 CR1217  NAD 83(1986)-  32 33 05.96907(N)    094 59 25.99696(W) AD(       ) 2
 CR1217  NAD 27      -  32 33 05.44810(N)    094 59 25.21260(W) AD(       ) 2
 CR1217
 CR1217.Superseded values are not recommended for survey control.
 CR1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1217.See file dsdata.txt to determine how the superseded data were derived.
 CR1217
 CR1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1310003333(NAD 83)
 CR1217_MARKER: DB = BENCH MARK DISK
 CR1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1217_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1217+STABILITY: SURFACE MOTION
 CR1217
 CR1217  HISTORY     - Date     Condition        Report By
 CR1217  HISTORY     - 1950     MONUMENTED       CGS
 CR1217  HISTORY     - 20040605 POOR             USPSQD
 CR1217
 CR1217                          STATION DESCRIPTION
 CR1217
 CR1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1217'STATION IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF GLADEWATER,
 CR1217'7-1/2 MILES EAST-SOUTHEAST OF BIG SANDY AND 1-1/4 MILES
 CR1217'EAST-SOUTHEAST OF WILKINS SIDING OF THE TEXAS PACIFIC RAILROAD.
 CR1217'IT IS 28.3 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS,
 CR1217'78 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 80 AND 37
 CR1217'FEET WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD THAT
 CR1217'CROSSES THE TRACKS.  THE MARK IS A 6 BY 6 INCH CONCRETE POST
 CR1217'THAT PROJECTS ABOUT 5 INCHES WITH A STANDARD U.S.G.S. BENCH
 CR1217'MARK DISC IN THE TOP THAT IS MARKED, TT 16 WM 1949.  A
 CR1217'TRAVERSE CONNECTION WAS MADE TO THIS STATION FROM
 CR1217'TRIANGULATION STATION WILKINS E BASE AS FOLLOWS--TRAVERSE
 CR1217'DISTANCE IS 40.534 METERS.  (132.99 FEET)
 CR1217'
 CR1217'STATION MAY BE REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CR1217'AND 271 BY GOING WEST ON U.S. HIGHWAY 80 FOR 3.0 MILES TO THE
 CR1217'STATION ON THE LEFT AS DESCRIBED ABOVE.  NOTE--THE JUNCTION OF
 CR1217'U.S. HIGHWAYS MENTIONED ABOVE IS IN GLADEWATER.
 CR1217
 CR1217                          STATION RECOVERY (2004)
 CR1217
 CR1217'RECOVERY NOTE BY US POWER SQUADRON 2004 (LSL)
 CR1217'SURVEY DISK NO LONGER EXISTS, BUT DISK STEM IS STILL IN CONCRETE BASE.
 CR1217' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1015 ***********************************************************************
 CD1015  DESIGNATION -  TT 16 WM
 CD1015  PID         -  CD1015
 CD1015  STATE/COUNTY-  TX/HUDSPETH
 CD1015  USGS QUAD   -  SNEED MOUNTAIN (1973)
 CD1015
 CD1015                         *CURRENT SURVEY CONTROL
 CD1015  ___________________________________________________________________
 CD1015* NAD 83(1993)-  31 15 38.29097(N)    105 03 15.94965(W)     ADJUSTED  
 CD1015* NAVD 88     -      1621.98   (+/-2cm)    5321.4    (feet)  VERTCON   
 CD1015  ___________________________________________________________________
 CD1015  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CD1015  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 CD1015
 CD1015  HORZ ORDER  -  THIRD
 CD1015  VERT ORDER  -  THIRD ? (See Below)
 CD1015
 CD1015.The horizontal coordinates were established by classical geodetic methods
 CD1015.and adjusted by the National Geodetic Survey in February 1996..
 CD1015
 CD1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1015.The vertical order pertains to the NGVD 29 superseded value.
 CD1015
 CD1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1015
 CD1015.The geoid height was determined by GEOID03.
 CD1015
 CD1015;                    North         East     Units Scale Factor Converg.
 CD1015;SPC TX C     - 3,186,239.709   250,529.640   MT  0.99989194   -2 25 53.9
 CD1015;SPC TX C     -10,453,521.45    821,945.99   sFT  0.99989194   -2 25 53.9
 CD1015;UTM  13      - 3,458,488.853   494,817.925   MT  0.99960033   -0 01 41.7
 CD1015
 CD1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1015!SPC TX C     -   0.99974890  x   0.99989194  =   0.99964087
 CD1015!UTM  13      -   0.99974890  x   0.99960033  =   0.99934933
 CD1015
 CD1015:                Primary Azimuth Mark                     Grid Az
 CD1015:SPC TX C     -  TP IN                                    192 31 26.7
 CD1015:UTM  13      -  TP IN                                    190 07 14.5
 CD1015
 CD1015|---------------------------------------------------------------------|
 CD1015| PID    Reference Object                     Distance      Geod. Az  |
 CD1015|                                                           dddmmss.s |
 CD1015| CD1017 TP IN                               APPROX. 2.7 KM 1900532.8 |
 CD1015|---------------------------------------------------------------------|
 CD1015
 CD1015                          SUPERSEDED SURVEY CONTROL
 CD1015
 CD1015  NAD 83(1986)-  31 15 38.29125(N)    105 03 15.94813(W) AD(       ) 3
 CD1015  NAD 27      -  31 15 37.83164(N)    105 03 14.13843(W) AD(       ) 3
 CD1015  NGVD 29 (07/19/86) 1621.34   (m)         5319.3    (f) LEVELING    3  
 CD1015
 CD1015.Superseded values are not recommended for survey control.
 CD1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1015.See file dsdata.txt to determine how the superseded data were derived.
 CD1015
 CD1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9481858489(NAD 83)
 CD1015
 CD1015  HISTORY     - Date     Condition        Report By
 CD1015  HISTORY     - UNK      MONUMENTED
 CD1015  HISTORY     - 1963     GOOD             USGS
 CD1015
 CD1015                          STATION DESCRIPTION
 CD1015
 CD1015'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (CHS)
 CD1015'ALLAMOORE, 16.0 MI. NW OF, ABOUT 4.5 MI. W. OF ROAD TO SCOTT KEELING
 CD1015'RANCH, 350 FT. E. OF EARTH TANK, 49 FT. E. OF ROAD, 5 FT. S. AND 5 FT.
 CD1015'E. OF TELEPHONE POLE, IN A CONCRETE POST.
 CD1015'
 CD1015'POSITION DETERMINED BY 1963 ELECTRONIC TRAVERSE.
 CD1015'
 CD1015'STATION MARK--STANDARD TABLET STAMPED -TT 16 WM 1950-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2334 ***********************************************************************
 BY2334  DESIGNATION -  TT 17 EV
 BY2334  PID         -  BY2334
 BY2334  STATE/COUNTY-  TX/FREESTONE
 BY2334  USGS QUAD   -  BUTLER (1964)
 BY2334
 BY2334                         *CURRENT SURVEY CONTROL
 BY2334  ___________________________________________________________________
 BY2334* NAD 83(1986)-  31 42 42.     (N)    095 55 14.     (W)     SCALED    
 BY2334* NAVD 88     -       116.150  (meters)     381.07   (feet)  ADJUSTED  
 BY2334  ___________________________________________________________________
 BY2334  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BY2334  DYNAMIC HT  -         116.011 (meters)     380.61  (feet)  COMP
 BY2334  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 BY2334
 BY2334  VERT ORDER  -  SECOND    CLASS 0
 BY2334
 BY2334.The horizontal coordinates were scaled from a topographic map and have
 BY2334.an estimated accuracy of +/- 6 seconds.
 BY2334
 BY2334.The orthometric height was determined by differential leveling
 BY2334.and adjusted by the National Geodetic Survey in June 1991..
 BY2334
 BY2334.The geoid height was determined by GEOID03.
 BY2334
 BY2334.The dynamic height is computed by dividing the NAVD 88
 BY2334.geopotential number by the normal gravity value computed on the
 BY2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2334.degrees latitude (g = 980.6199 gals.).
 BY2334
 BY2334.The modeled gravity was interpolated from observed gravity values.
 BY2334
 BY2334;                    North         East    Units  Estimated Accuracy
 BY2334;SPC TX C     - 3,235,000.    1,118,150.      MT  (+/- 180 meters Scaled)
 BY2334
 BY2334                          SUPERSEDED SURVEY CONTROL
 BY2334
 BY2334  NGVD 29 (??/??/92)  116.135  (m)          381.02   (f) ADJ UNCH    2 0
 BY2334
 BY2334.Superseded values are not recommended for survey control.
 BY2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2334.See file dsdata.txt to determine how the superseded data were derived.
 BY2334
 BY2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR232121(NAD 83)
 BY2334_MARKER: DD = SURVEY DISK
 BY2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2334_STAMPING: TT 17 EV 1947
 BY2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2334+STABILITY: SURFACE MOTION
 BY2334
 BY2334  HISTORY     - Date     Condition        Report By
 BY2334  HISTORY     - 1947     MONUMENTED       USGS
 BY2334  HISTORY     - 1947     GOOD             NGS
 BY2334
 BY2334                          STATION DESCRIPTION
 BY2334
 BY2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2334'9.7 MI N FROM BUTLER.
 BY2334'TO REACH FROM JENKINS STORE AND SERVICE STATION AT BUTLER, PROCEED 2.8
 BY2334'MILES EAST ALONG U.S. HIGHWAY NO.84, THENCE 6.2 MILES NORTHWEST AND
 BY2334'0.5 MILE SOUTHWEST ALONG A DIRT ROAD AND THENCE 0.2 MILE SOUTHEAST
 BY2334'ALONG A DIRT ROAD TO A CHURCH, BENCH MARK IS IN A YARD AROUND THE
 BY2334'WAYMON CHAPEL A.M.E CHURCH, 119.5 FEET WEST OF THE WEST CORNER OF THE
 BY2334'BUILDING, 15.5 FEET NORTHEAST OF THE CENTER OF THE ROAD, 1.5 FOOT
 BY2334'NORTHWEST OF A REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE DISK
 BY2334'SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.5
 BY2334'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4785 ***********************************************************************
 AW4785  DESIGNATION -  TT 17 L
 AW4785  PID         -  AW4785
 AW4785  STATE/COUNTY-  TX/FORT BEND
 AW4785  USGS QUAD   -  ORCHARD (1980)
 AW4785
 AW4785                         *CURRENT SURVEY CONTROL
 AW4785  ___________________________________________________________________
 AW4785* NAD 83(1986)-  29 36 08.     (N)    095 58 14.     (W)     SCALED    
 AW4785* NAVD 88     -        38.71   (+/-2cm)     127.0    (feet)  VERTCON   
 AW4785  ___________________________________________________________________
 AW4785  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW4785
 AW4785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4785
 AW4785.The horizontal coordinates were scaled from a topographic map and have
 AW4785.an estimated accuracy of +/- 6 seconds.
 AW4785
 AW4785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4785.The vertical order pertains to the NGVD 29 superseded value.
 AW4785
 AW4785.The geoid height was determined by GEOID03.
 AW4785
 AW4785;                    North         East    Units  Estimated Accuracy
 AW4785;SPC TXSC     - 4,199,840.      893,390.      MT  (+/- 180 meters Scaled)
 AW4785
 AW4785                          SUPERSEDED SURVEY CONTROL
 AW4785
 AW4785  NGVD 29 (??/??/92)   38.70   (m)          127.0    (f) COMPUTED    2 0
 AW4785
 AW4785.Superseded values are not recommended for survey control.
 AW4785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4785.See file dsdata.txt to determine how the superseded data were derived.
 AW4785
 AW4785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN122783(NAD 83)
 AW4785_MARKER: DD = SURVEY DISK
 AW4785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4785_STAMPING: T T 17 L 1930
 AW4785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4785+STABILITY: SURFACE MOTION
 AW4785
 AW4785  HISTORY     - Date     Condition        Report By
 AW4785  HISTORY     - 1930     MONUMENTED       TXRD
 AW4785  HISTORY     - 1943     GOOD             NGS
 AW4785  HISTORY     - 1954     MARK NOT FOUND   USGS
 AW4785  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4785  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW4785
 AW4785                          STATION DESCRIPTION
 AW4785
 AW4785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4785'IN ORCHARD.
 AW4785'BENCH MARK IS ABOUT 139.0 FEET EAST OF THE EAST END OF THE SANTA FE
 AW4785'RAILROAD STATION AT ORCHARD.  IT IS 45.0 FEET EAST OF THE CENTERLINE
 AW4785'OF A ROAD CROSSING TRACK, 35.0 FEET NORTH OF AND ABOUT THE SAME
 AW4785'ELEVATION AS THE CENTERLINE OF THE MAIN TRACK, 15.2 FEET NORTHEAST OF
 AW4785'A SIGNAL CONTROL BOX, 12.5 FEET SOUTH OF THE CENTERLINE OF A SIDING
 AW4785'TRACK, 9.0 FEET EAST OF A TELEGRAPH POLE (NO. E-18) AND 2.5 FEET EAST
 AW4785'OF A 4 BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 0.1
 AW4785'FOOT.  A TEXAS RECLAMATION DISK SET IN TOP OF CONCRETE POST.
 AW4785
 AW4785                          STATION RECOVERY (1954)
 AW4785
 AW4785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AW4785'MARK NOT FOUND.
 AW4785
 AW4785                          STATION RECOVERY (1997)
 AW4785
 AW4785'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4785'MARK NOT FOUND.
 AW4785
 AW4785                          STATION RECOVERY (2004)
 AW4785
 AW4785'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0643 ***********************************************************************
 CR0643  DESIGNATION -  TT 17 S
 CR0643  PID         -  CR0643
 CR0643  STATE/COUNTY-  TX/VAN ZANDT
 CR0643  USGS QUAD   -  PHALBA (1984)
 CR0643
 CR0643                         *CURRENT SURVEY CONTROL
 CR0643  ___________________________________________________________________
 CR0643* NAD 83(1993)-  32 25 15.60010(N)    095 59 32.25046(W)     ADJUSTED  
 CR0643* NAVD 88     -       146.489  (meters)     480.61   (feet)  ADJUSTED  
 CR0643  ___________________________________________________________________
 CR0643  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CR0643  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CR0643  DYNAMIC HT  -         146.321 (meters)     480.05  (feet)  COMP
 CR0643  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 CR0643
 CR0643  HORZ ORDER  -  SECOND
 CR0643  VERT ORDER  -  SECOND    CLASS 0
 CR0643
 CR0643.The horizontal coordinates were established by classical geodetic methods
 CR0643.and adjusted by the National Geodetic Survey in February 1996..
 CR0643
 CR0643.The orthometric height was determined by differential leveling
 CR0643.and adjusted by the National Geodetic Survey in June 1991..
 CR0643
 CR0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0643
 CR0643.The geoid height was determined by GEOID03.
 CR0643
 CR0643.The dynamic height is computed by dividing the NAVD 88
 CR0643.geopotential number by the normal gravity value computed on the
 CR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0643.degrees latitude (g = 980.6199 gals.).
 CR0643
 CR0643.The modeled gravity was interpolated from observed gravity values.
 CR0643
 CR0643;                    North         East     Units Scale Factor Converg.
 CR0643;SPC TXNC     - 2,086,463.865   835,833.831   MT  0.99993276   +1 22 03.7
 CR0643;SPC TXNC     - 6,845,340.20  2,742,231.49   sFT  0.99993276   +1 22 03.7
 CR0643;UTM  15      - 3,591,043.615   218,606.340   MT  1.00057656   -1 36 19.2
 CR0643;UTM  14      - 3,591,084.366   782,843.980   MT  1.00058665   +1 36 49.0
 CR0643
 CR0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0643!SPC TXNC     -   0.99998100  x   0.99993276  =   0.99991376
 CR0643!UTM  15      -   0.99998100  x   1.00057656  =   1.00055755
 CR0643!UTM  14      -   0.99998100  x   1.00058665  =   1.00056764
 CR0643
 CR0643                          SUPERSEDED SURVEY CONTROL
 CR0643
 CR0643  NAD 83(1986)-  32 25 15.60773(N)    095 59 32.23496(W) AD(       ) 2
 CR0643  NAD 27      -  32 25 15.10000(N)    095 59 31.34600(W) AD(       ) 2
 CR0643  NGVD 29 (??/??/92)  146.496  (m)          480.63   (f) ADJ UNCH    2 0
 CR0643
 CR0643.Superseded values are not recommended for survey control.
 CR0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0643.See file dsdata.txt to determine how the superseded data were derived.
 CR0643
 CR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR1860691044(NAD 83)
 CR0643_MARKER: DD = SURVEY DISK
 CR0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0643_STAMPING: TT 17 S 480 1946
 CR0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0643+STABILITY: SURFACE MOTION
 CR0643
 CR0643  HISTORY     - Date     Condition        Report By
 CR0643  HISTORY     - 1949     MONUMENTED       CGS
 CR0643  HISTORY     - 1948     GOOD             NGS
 CR0643  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0643
 CR0643                          STATION DESCRIPTION
 CR0643
 CR0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WEW)
 CR0643'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTHWEST OF CANTON,
 CR0643'8.0 MILES NORTHEAST OF MABANK AND IN THE SOUTHEAST CORNER
 CR0643'OF A FARM YARD.  IT IS 43 FEET NORTH OF THE CENTERLINE OF
 CR0643'THE HIGHWAY, 6.5 FEET SOUTHEAST OF A POWERLINE POLE AND 1.5
 CR0643'FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 CR0643'THE DISK IS STAMPED TT 17 S 1946.
 CR0643'
 CR0643'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CR0643'PHALBA TO TT 17 S.  IT IS 70.59 FEET 21.517 METERS SOUTH-SOUTHEAST
 CR0643'OF THE STATION.
 CR0643'
 CR0643'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF HIGHWAYS
 CR0643'175 AND 198 IN MABANK, GO EAST ON HIGHWAY 198 8.0 MILES TO A
 CR0643'FARM HOUSE ON THE LEFT AND THE STATION AT THE SOUTHEAST CORNER
 CR0643'OF THE YARD.
 CR0643
 CR0643                          STATION RECOVERY (1948)
 CR0643
 CR0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CR0643'5.9 MI SW FROM JACKSON.
 CR0643'5.9 MILES SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY SCHOOL
 CR0643'AT JACKSON, 0.7 MILE EAST OF BENCH MARK F 483, 0.65 MILE SOUTHWEST OF
 CR0643'PHALBA BAPTIST CHURCH, 0.35 MILE WEST OF A JUNCTION WITH A ROAD
 CR0643'LEADING SOUTH, 67.3 FEET EAST OF THE SOUTHEAST CORNER OF THE J. W.
 CR0643'THOMAS RESIDENCE, 43.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CR0643'6.4 FEET SOUTHEAST OF A POWER POLE, 4.5 FEET SOUTH OF A FENCE CORNER,
 CR0643'1.5 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CR0643'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0643
 CR0643                          STATION RECOVERY (1995)
 CR0643
 CR0643'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1208 ***********************************************************************
 CR1208  DESIGNATION -  TT 17 WM
 CR1208  PID         -  CR1208
 CR1208  STATE/COUNTY-  TX/GREGG
 CR1208  USGS QUAD   -  WHITE OAK (1978)
 CR1208
 CR1208                         *CURRENT SURVEY CONTROL
 CR1208  ___________________________________________________________________
 CR1208* NAD 83(1993)-  32 35 21.81645(N)    094 45 12.78391(W)     ADJUSTED  
 CR1208* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 CR1208  ___________________________________________________________________
 CR1208  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CR1208  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR1208
 CR1208  HORZ ORDER  -  SECOND
 CR1208
 CR1208.The horizontal coordinates were established by classical geodetic methods
 CR1208.and adjusted by the National Geodetic Survey in February 1996..
 CR1208
 CR1208.The orthometric height was scaled from a topographic map.
 CR1208
 CR1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1208
 CR1208.The geoid height was determined by GEOID03.
 CR1208
 CR1208;                    North         East     Units Scale Factor Converg.
 CR1208;SPC TXNC     - 2,108,592.025   951,622.444   MT  0.99990495   +2 02 35.9
 CR1208;SPC TXNC     - 6,917,939.00  3,122,114.64   sFT  0.99990495   +2 02 35.9
 CR1208;UTM  15      - 3,607,125.280   335,425.149   MT  0.99993399   -0 56 40.9
 CR1208
 CR1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1208!SPC TXNC     -   0.99998156  x   0.99990495  =   0.99988651
 CR1208!UTM  15      -   0.99998156  x   0.99993399  =   0.99991555
 CR1208
 CR1208                          SUPERSEDED SURVEY CONTROL
 CR1208
 CR1208  NAD 83(1986)-  32 35 21.82372(N)    094 45 12.77181(W) AD(       ) 2
 CR1208  NAD 27      -  32 35 21.30810(N)    094 45 12.01500(W) AD(       ) 2
 CR1208
 CR1208.Superseded values are not recommended for survey control.
 CR1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1208.See file dsdata.txt to determine how the superseded data were derived.
 CR1208
 CR1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3542507125(NAD 83)
 CR1208_MARKER: DB = BENCH MARK DISK
 CR1208_SETTING: 0 = UNSPECIFIED SETTING
 CR1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1208
 CR1208  HISTORY     - Date     Condition        Report By
 CR1208  HISTORY     - 1957     MONUMENTED       CGS
 CR1208
 CR1208                          STATION DESCRIPTION
 CR1208
 CR1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CR1208'SEE STATION JUDSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2319 ***********************************************************************
 BY2319  DESIGNATION -  TT 18 EV
 BY2319  PID         -  BY2319
 BY2319  STATE/COUNTY-  TX/FREESTONE
 BY2319  USGS QUAD   -  YARD (1982)
 BY2319
 BY2319                         *CURRENT SURVEY CONTROL
 BY2319  ___________________________________________________________________
 BY2319* NAD 83(1986)-  31 45 03.     (N)    095 56 11.     (W)     SCALED    
 BY2319* NAVD 88     -        75.043  (meters)     246.20   (feet)  ADJUSTED  
 BY2319  ___________________________________________________________________
 BY2319  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BY2319  DYNAMIC HT  -          74.953 (meters)     245.91  (feet)  COMP
 BY2319  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 BY2319
 BY2319  VERT ORDER  -  SECOND    CLASS 0
 BY2319
 BY2319.The horizontal coordinates were scaled from a topographic map and have
 BY2319.an estimated accuracy of +/- 6 seconds.
 BY2319
 BY2319.The orthometric height was determined by differential leveling
 BY2319.and adjusted by the National Geodetic Survey in June 1991..
 BY2319
 BY2319.The geoid height was determined by GEOID03.
 BY2319
 BY2319.The dynamic height is computed by dividing the NAVD 88
 BY2319.geopotential number by the normal gravity value computed on the
 BY2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2319.degrees latitude (g = 980.6199 gals.).
 BY2319
 BY2319.The modeled gravity was interpolated from observed gravity values.
 BY2319
 BY2319;                    North         East    Units  Estimated Accuracy
 BY2319;SPC TX C     - 3,239,280.    1,116,480.      MT  (+/- 180 meters Scaled)
 BY2319
 BY2319                          SUPERSEDED SURVEY CONTROL
 BY2319
 BY2319  NGVD 29 (??/??/92)   75.029  (m)          246.16   (f) ADJ UNCH    2 0
 BY2319
 BY2319.Superseded values are not recommended for survey control.
 BY2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2319.See file dsdata.txt to determine how the superseded data were derived.
 BY2319
 BY2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR218165(NAD 83)
 BY2319_MARKER: DD = SURVEY DISK
 BY2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2319_STAMPING: TT 18 EV 1947
 BY2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2319+STABILITY: SURFACE MOTION
 BY2319
 BY2319  HISTORY     - Date     Condition        Report By
 BY2319  HISTORY     - 1947     MONUMENTED       USGS
 BY2319  HISTORY     - 1947     GOOD             NGS
 BY2319
 BY2319                          STATION DESCRIPTION
 BY2319
 BY2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2319'13.15 MI N FROM BUTLER.
 BY2319'2.8 MILES EAST ALONG U.S. HIGHWAY NO. 84 AND 10.35 MILES NORTHWEST
 BY2319'ALONG A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER, ON
 BY2319'THE OUTSIDE OF A CURVE, 34.0 FEET EAST OF THE CENTER OF THE ROAD, 3.0
 BY2319'FEET NORTHWEST OF A FENCE CORNER POST, 1.5 FOOT NORTHEAST OF A
 BY2319'REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A CONCRETE
 BY2319'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4780 ***********************************************************************
 AW4780  DESIGNATION -  TT 18 L
 AW4780  PID         -  AW4780
 AW4780  STATE/COUNTY-  TX/FORT BEND
 AW4780  USGS QUAD   -  ORCHARD (1980)
 AW4780
 AW4780                         *CURRENT SURVEY CONTROL
 AW4780  ___________________________________________________________________
 AW4780* NAD 83(1986)-  29 35 16.     (N)    095 55 17.     (W)     SCALED    
 AW4780* NAVD 88     -        34.37   (+/-2cm)     112.8    (feet)  VERTCON   
 AW4780  ___________________________________________________________________
 AW4780  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW4780
 AW4780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4780
 AW4780.The horizontal coordinates were scaled from a topographic map and have
 AW4780.an estimated accuracy of +/- 6 seconds.
 AW4780
 AW4780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4780.The vertical order pertains to the NGVD 29 superseded value.
 AW4780
 AW4780.The geoid height was determined by GEOID03.
 AW4780
 AW4780;                    North         East    Units  Estimated Accuracy
 AW4780;SPC TXSC     - 4,198,360.      898,190.      MT  (+/- 180 meters Scaled)
 AW4780
 AW4780                          SUPERSEDED SURVEY CONTROL
 AW4780
 AW4780  NGVD 29 (??/??/92)   34.364  (m)          112.74   (f) ADJ UNCH    2 0
 AW4780
 AW4780.Superseded values are not recommended for survey control.
 AW4780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4780.See file dsdata.txt to determine how the superseded data were derived.
 AW4780
 AW4780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN170766(NAD 83)
 AW4780_MARKER: DD = SURVEY DISK
 AW4780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4780_STAMPING: TT 18 L 1930
 AW4780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4780+STABILITY: SURFACE MOTION
 AW4780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4780+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW4780
 AW4780  HISTORY     - Date     Condition        Report By
 AW4780  HISTORY     - 1930     MONUMENTED       TXRD
 AW4780  HISTORY     - 1943     GOOD             NGS
 AW4780  HISTORY     - 1990     GOOD             USPSQD
 AW4780  HISTORY     - 19971122 GOOD             USPSQD
 AW4780  HISTORY     - 20040329 GOOD             USPSQD
 AW4780
 AW4780                          STATION DESCRIPTION
 AW4780
 AW4780'DESCRIBED BY TEXAS RECLAMATION DEPARTMENT 1930
 AW4780'3.1 MI E FROM ORCHARD.
 AW4780'3.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4780'STATION AT ORCHARD, FORT BEND COUNTY, 10 FEET EAST OF MILE POLE 73, 27
 AW4780'FEET NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET WEST OF A WHITE
 AW4780'WOODEN WITNESS POST, 4 FEET LOWER THAN THE TRACK AND SET IN THE TOP OF
 AW4780'A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AW4780
 AW4780                          STATION RECOVERY (1943)
 AW4780
 AW4780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4780'RECOVERED IN GOOD CONDITION.
 AW4780
 AW4780                          STATION RECOVERY (1990)
 AW4780
 AW4780'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4780'RECOVERED IN GOOD CONDITION.
 AW4780
 AW4780                          STATION RECOVERY (1997)
 AW4780
 AW4780'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4780'RECOVERED IN GOOD CONDITION.
 AW4780
 AW4780                          STATION RECOVERY (2004)
 AW4780
 AW4780'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0310 ***********************************************************************
 FM0310  DESIGNATION -  TT 18 L
 FM0310  PID         -  FM0310
 FM0310  STATE/COUNTY-  TX/POTTER
 FM0310  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0310
 FM0310                         *CURRENT SURVEY CONTROL
 FM0310  ___________________________________________________________________
 FM0310* NAD 83(1986)-  35 15 02.     (N)    102 03 49.     (W)     SCALED    
 FM0310* NAVD 88     -      1116.585  (meters)    3663.33   (feet)  ADJUSTED  
 FM0310  ___________________________________________________________________
 FM0310  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 FM0310  DYNAMIC HT  -        1115.249 (meters)    3658.95  (feet)  COMP
 FM0310  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 FM0310
 FM0310  VERT ORDER  -  SECOND    CLASS 0
 FM0310
 FM0310.The horizontal coordinates were scaled from a topographic map and have
 FM0310.an estimated accuracy of +/- 6 seconds.
 FM0310
 FM0310.The orthometric height was determined by differential leveling
 FM0310.and adjusted by the National Geodetic Survey in June 1991..
 FM0310
 FM0310.The geoid height was determined by GEOID03.
 FM0310
 FM0310.The dynamic height is computed by dividing the NAVD 88
 FM0310.geopotential number by the normal gravity value computed on the
 FM0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0310.degrees latitude (g = 980.6199 gals.).
 FM0310
 FM0310.The modeled gravity was interpolated from observed gravity values.
 FM0310
 FM0310;                    North         East    Units  Estimated Accuracy
 FM0310;SPC TX N     - 1,138,880.      148,710.      MT  (+/- 180 meters Scaled)
 FM0310
 FM0310                          SUPERSEDED SURVEY CONTROL
 FM0310
 FM0310  NGVD 29 (??/??/92) 1116.102  (m)         3661.74   (f) ADJ UNCH    2 0
 FM0310
 FM0310.Superseded values are not recommended for survey control.
 FM0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0310.See file dsdata.txt to determine how the superseded data were derived.
 FM0310
 FM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV671047(NAD 83)
 FM0310_MARKER: DD = SURVEY DISK
 FM0310_SETTING: 0 = UNSPECIFIED SETTING
 FM0310_STAMPING: TT 18 L-- 3662 FT.
 FM0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0310
 FM0310  HISTORY     - Date     Condition        Report By
 FM0310  HISTORY     - UNK      MONUMENTED       USGS
 FM0310  HISTORY     - 1935     GOOD             NGS
 FM0310
 FM0310                          STATION DESCRIPTION
 FM0310
 FM0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0310'4.2 MI N FROM BUSHLAND.
 FM0310'4.2 MILES NORTH A U.S.G.S. BENCHMARK SET ON A SMALL HILL AT A FENCE
 FM0310'CORNER, ALONG GRADED ROAD BETWEEN BUSHLAND AND TASCOSA.  BEING 0.1
 FM0310'MILE SOUTH OF A RANCH HOUSE, 25 FEET EAST OF CENTER-LINE OF ROAD, AND
 FM0310'4.0 FEET SOUTHEAST OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6880 ***********************************************************************
 AW6880  DESIGNATION -  TT 18 WWF USGS 1953
 AW6880  PID         -  AW6880
 AW6880  STATE/COUNTY-  TX/FORT BEND
 AW6880  USGS QUAD   -  GUY (1980)
 AW6880
 AW6880                         *CURRENT SURVEY CONTROL
 AW6880  ___________________________________________________________________
 AW6880* NAD 83(1993)-  29 20 18.12690(N)    095 51 22.64422(W)     ADJUSTED  
 AW6880* NAVD 88     -        22.64   (+/-2cm)      74.3    (feet)  VERTCON   
 AW6880  ___________________________________________________________________
 AW6880  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW6880  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6880
 AW6880  HORZ ORDER  -  SECOND
 AW6880  VERT ORDER  -  THIRD ? (See Below)
 AW6880
 AW6880.The horizontal coordinates were established by classical geodetic methods
 AW6880.and adjusted by the National Geodetic Survey in February 1996..
 AW6880
 AW6880.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6880.The vertical order pertains to the NGVD 29 superseded value.
 AW6880
 AW6880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6880
 AW6880.The geoid height was determined by GEOID03.
 AW6880
 AW6880;                    North         East     Units Scale Factor Converg.
 AW6880;SPC TXSC     - 4,170,900.352   905,238.204   MT  0.99986325   +1 32 24.5
 AW6880;SPC TXSC     -13,684,028.90  2,969,935.67   sFT  0.99986325   +1 32 24.5
 AW6880;UTM  15      - 3,248,863.936   222,648.274   MT  1.00054930   -1 24 01.4
 AW6880
 AW6880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6880!SPC TXSC     -   1.00000071  x   0.99986325  =   0.99986396
 AW6880!UTM  15      -   1.00000071  x   1.00054930  =   1.00055001
 AW6880
 AW6880                          SUPERSEDED SURVEY CONTROL
 AW6880
 AW6880  NAD 83(1986)-  29 20 18.13966(N)    095 51 22.62759(W) AD(       ) 2
 AW6880  NAD 27      -  29 20 17.25700(N)    095 51 21.79900(W) AD(       ) 2
 AW6880  NGVD 29 (07/19/86)   22.64   (m)           74.3    (f) LEVELING    3  
 AW6880
 AW6880.Superseded values are not recommended for survey control.
 AW6880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6880.See file dsdata.txt to determine how the superseded data were derived.
 AW6880
 AW6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2264848864(NAD 83)
 AW6880_MARKER: DB = BENCH MARK DISK
 AW6880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6880+STABILITY: SURFACE MOTION
 AW6880
 AW6880  HISTORY     - Date     Condition        Report By
 AW6880  HISTORY     - 1953     MONUMENTED       USGS
 AW6880  HISTORY     - 19980110 GOOD             USPSQD
 AW6880  HISTORY     - 19991120 GOOD             USPSQD
 AW6880
 AW6880                          STATION DESCRIPTION
 AW6880
 AW6880'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AW6880'B.M. TT18 WWF (USGS) WAS USED AS THE AZIMUTH MARK AND A
 AW6880'TRAVERSE CONNECTION WAS MADE.  IT IS A STANDARD U.S.G.S.
 AW6880'BENCH MARK DISK SET IN A 6 INCH CIRCULAR CONCRETE POST, 69.5
 AW6880'FEET SOUTH OF THE CENTER OF FARM ROAD NO. 442, 60.3 FEET EAST
 AW6880'OF THE CENTER OF A CHURCHYARD DRIVEWAY, 18.0 FEET SOUTH
 AW6880'OF A FENCE CORNER AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS
 AW6880'6 INCHES AND IS STAMPED TT 18 WWF 1951.
 AW6880'
 AW6880'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BOLING, GO
 AW6880'SMALL WHITE CHURCH ON THE RIGHT.
 AW6880
 AW6880                          STATION RECOVERY (1998)
 AW6880
 AW6880'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6880'RECOVERED IN GOOD CONDITION.
 AW6880
 AW6880                          STATION RECOVERY (1999)
 AW6880
 AW6880'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2321 ***********************************************************************
 BY2321  DESIGNATION -  TT 19 EV
 BY2321  PID         -  BY2321
 BY2321  STATE/COUNTY-  TX/FREESTONE
 BY2321  USGS QUAD   -  YARD (1982)
 BY2321
 BY2321                         *CURRENT SURVEY CONTROL
 BY2321  ___________________________________________________________________
 BY2321* NAD 83(1986)-  31 45 05.     (N)    095 57 42.     (W)     SCALED    
 BY2321* NAVD 88     -       104.672  (meters)     343.41   (feet)  ADJUSTED  
 BY2321  ___________________________________________________________________
 BY2321  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BY2321  DYNAMIC HT  -         104.547 (meters)     343.00  (feet)  COMP
 BY2321  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 BY2321
 BY2321  VERT ORDER  -  SECOND    CLASS 0
 BY2321
 BY2321.The horizontal coordinates were scaled from a topographic map and have
 BY2321.an estimated accuracy of +/- 6 seconds.
 BY2321
 BY2321.The orthometric height was determined by differential leveling
 BY2321.and adjusted by the National Geodetic Survey in June 1991..
 BY2321
 BY2321.The geoid height was determined by GEOID03.
 BY2321
 BY2321.The dynamic height is computed by dividing the NAVD 88
 BY2321.geopotential number by the normal gravity value computed on the
 BY2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2321.degrees latitude (g = 980.6199 gals.).
 BY2321
 BY2321.The modeled gravity was interpolated from observed gravity values.
 BY2321
 BY2321;                    North         East    Units  Estimated Accuracy
 BY2321;SPC TX C     - 3,239,250.    1,114,080.      MT  (+/- 180 meters Scaled)
 BY2321
 BY2321                          SUPERSEDED SURVEY CONTROL
 BY2321
 BY2321  NGVD 29 (??/??/92)  104.659  (m)          343.37   (f) ADJ UNCH    2 0
 BY2321
 BY2321.Superseded values are not recommended for survey control.
 BY2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2321.See file dsdata.txt to determine how the superseded data were derived.
 BY2321
 BY2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR194166(NAD 83)
 BY2321_MARKER: DD = SURVEY DISK
 BY2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2321_STAMPING: TT 19 EV 1947
 BY2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2321+STABILITY: SURFACE MOTION
 BY2321
 BY2321  HISTORY     - Date     Condition        Report By
 BY2321  HISTORY     - 1947     MONUMENTED       USGS
 BY2321  HISTORY     - 1947     GOOD             NGS
 BY2321
 BY2321                          STATION DESCRIPTION
 BY2321
 BY2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2321'15.4 MI NW FROM BUTLER.
 BY2321'2.8 MILES EAST ALONG U.S. HIGHWAY NO. 84 AND 12.6 MILES NORTHWEST
 BY2321'ALONG A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER, ON
 BY2321'THE OUTSIDE OF A SHARP TURN IN THE ROAD, 24.0 FEET SOUTHEAST OF THE
 BY2321'CENTER OF THE ROAD, 11.0 FEET NORTHEAST OF THE CENTER OF A PRIVATE
 BY2321'ROAD LEADING SOUTHEAST THROUGH A GATE AND INTO A PASTURE, 2.0 FEET
 BY2321'NORTHEAST OF A REFERENCE POST, 1.8 FOOT NORTHWEST OF THE SOUTHEAST
 BY2321'RIGHT-OF-WAY FENCE, A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A
 BY2321'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.4
 BY2321'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4776 ***********************************************************************
 AW4776  DESIGNATION -  TT 19 L
 AW4776  PID         -  AW4776
 AW4776  STATE/COUNTY-  TX/FORT BEND
 AW4776  USGS QUAD   -  ORCHARD (1980)
 AW4776
 AW4776                         *CURRENT SURVEY CONTROL
 AW4776  ___________________________________________________________________
 AW4776* NAD 83(1986)-  29 34 38.     (N)    095 52 52.     (W)     SCALED    
 AW4776* NAVD 88     -        34.24   (+/-2cm)     112.3    (feet)  VERTCON   
 AW4776  ___________________________________________________________________
 AW4776  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4776
 AW4776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4776
 AW4776.The horizontal coordinates were scaled from a topographic map and have
 AW4776.an estimated accuracy of +/- 6 seconds.
 AW4776
 AW4776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4776.The vertical order pertains to the NGVD 29 superseded value.
 AW4776
 AW4776.The geoid height was determined by GEOID03.
 AW4776
 AW4776;                    North         East    Units  Estimated Accuracy
 AW4776;SPC TXSC     - 4,197,300.      902,120.      MT  (+/- 180 meters Scaled)
 AW4776
 AW4776                          SUPERSEDED SURVEY CONTROL
 AW4776
 AW4776  NGVD 29 (??/??/92)   34.235  (m)          112.32   (f) ADJ UNCH    2 0
 AW4776
 AW4776.Superseded values are not recommended for survey control.
 AW4776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4776.See file dsdata.txt to determine how the superseded data were derived.
 AW4776
 AW4776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN208754(NAD 83)
 AW4776_MARKER: DD = SURVEY DISK
 AW4776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4776_STAMPING: TT 19 L 1925
 AW4776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4776+STABILITY: SURFACE MOTION
 AW4776
 AW4776  HISTORY     - Date     Condition        Report By
 AW4776  HISTORY     - 1925     MONUMENTED       TXRD
 AW4776  HISTORY     - 1943     GOOD             NGS
 AW4776  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4776  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4776
 AW4776                          STATION DESCRIPTION
 AW4776
 AW4776'DESCRIBED BY TEXAS RECLAMATION DEPARTMENT 1925
 AW4776'4.4 MI W FROM ROSENBERG.
 AW4776'4.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4776'STATION AT ROSENBERG, FORT BEND COUNTY, AT A ROAD CROSSING, 39 FEET
 AW4776'NORTH OF THE NORTH RAIL, 33 FEET WEST OF THE CENTERLINE OF THE ROAD,
 AW4776'2.5 FEET SOUTHEAST OF A FENCE CORNER, 1.7 FEET EAST OF A WHITE WOODEN
 AW4776'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 AW4776'0.4 FOOT ABOVE GROUND.
 AW4776
 AW4776                          STATION RECOVERY (1943)
 AW4776
 AW4776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4776'RECOVERED IN GOOD CONDITION.
 AW4776
 AW4776                          STATION RECOVERY (1990)
 AW4776
 AW4776'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4776'MARK NOT FOUND.
 AW4776
 AW4776                          STATION RECOVERY (1997)
 AW4776
 AW4776'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1060 ***********************************************************************
 BY1060  DESIGNATION -  TT 19 T USGS
 BY1060  PID         -  BY1060
 BY1060  STATE/COUNTY-  TX/CHEROKEE
 BY1060  USGS QUAD   -  REKLAW (1973)
 BY1060
 BY1060                         *CURRENT SURVEY CONTROL
 BY1060  ___________________________________________________________________
 BY1060* NAD 83(1986)-  31 51 57.     (N)    094 59 22.     (W)     SCALED    
 BY1060* NAVD 88     -        94.860  (meters)     311.22   (feet)  ADJUSTED  
 BY1060  ___________________________________________________________________
 BY1060  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY1060  DYNAMIC HT  -          94.747 (meters)     310.85  (feet)  COMP
 BY1060  MODELED GRAV-     979,443.1   (mgal)                       NAVD 88
 BY1060
 BY1060  VERT ORDER  -  FIRST     CLASS II
 BY1060
 BY1060.The horizontal coordinates were scaled from a topographic map and have
 BY1060.an estimated accuracy of +/- 6 seconds.
 BY1060
 BY1060.The orthometric height was determined by differential leveling
 BY1060.and adjusted by the National Geodetic Survey in June 1991..
 BY1060
 BY1060.The geoid height was determined by GEOID03.
 BY1060
 BY1060.The dynamic height is computed by dividing the NAVD 88
 BY1060.geopotential number by the normal gravity value computed on the
 BY1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1060.degrees latitude (g = 980.6199 gals.).
 BY1060
 BY1060.The modeled gravity was interpolated from observed gravity values.
 BY1060
 BY1060;                    North         East    Units  Estimated Accuracy
 BY1060;SPC TX C     - 3,255,940.    1,205,500.      MT  (+/- 180 meters Scaled)
 BY1060
 BY1060                          SUPERSEDED SURVEY CONTROL
 BY1060
 BY1060  NGVD 29 (??/??/92)   94.886  (m)          311.31   (f) ADJ UNCH    1 2
 BY1060
 BY1060.Superseded values are not recommended for survey control.
 BY1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1060.See file dsdata.txt to determine how the superseded data were derived.
 BY1060
 BY1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR117272(NAD 83)
 BY1060_MARKER: DD = SURVEY DISK
 BY1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1060_STAMPING: TT 19 T 1941
 BY1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1060+STABILITY: SURFACE MOTION
 BY1060
 BY1060  HISTORY     - Date     Condition        Report By
 BY1060  HISTORY     - 1941     MONUMENTED       USGS
 BY1060  HISTORY     - 1952     GOOD             NGS
 BY1060  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1060  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1060
 BY1060                          STATION DESCRIPTION
 BY1060
 BY1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1060'IN REKLAW.
 BY1060'AT REKLAW, 208 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 BY1060'BUILDING, 52 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 BY1060'31 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING TO THE SCHOOL, 1.6
 BY1060'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1060'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY1060
 BY1060                          STATION RECOVERY (1979)
 BY1060
 BY1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1060'MARK NOT FOUND.
 BY1060
 BY1060                          STATION RECOVERY (1996)
 BY1060
 BY1060'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1164 ***********************************************************************
 FL1164  DESIGNATION -  TT 2 L
 FL1164  PID         -  FL1164
 FL1164  STATE/COUNTY-  TX/POTTER
 FL1164  USGS QUAD   -  MAYER (1973)
 FL1164
 FL1164                         *CURRENT SURVEY CONTROL
 FL1164  ___________________________________________________________________
 FL1164* NAD 83(1986)-  35 15 33.     (N)    101 44 30.     (W)     SCALED    
 FL1164* NAVD 88     -      1107.211  (meters)    3632.57   (feet)  ADJUSTED  
 FL1164  ___________________________________________________________________
 FL1164  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL1164  DYNAMIC HT  -        1105.900 (meters)    3628.27  (feet)  COMP
 FL1164  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 FL1164
 FL1164  VERT ORDER  -  SECOND    CLASS 0
 FL1164
 FL1164.The horizontal coordinates were scaled from a topographic map and have
 FL1164.an estimated accuracy of +/- 6 seconds.
 FL1164
 FL1164.The orthometric height was determined by differential leveling
 FL1164.and adjusted by the National Geodetic Survey in June 1991..
 FL1164
 FL1164.The geoid height was determined by GEOID03.
 FL1164
 FL1164.The dynamic height is computed by dividing the NAVD 88
 FL1164.geopotential number by the normal gravity value computed on the
 FL1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1164.degrees latitude (g = 980.6199 gals.).
 FL1164
 FL1164.The modeled gravity was interpolated from observed gravity values.
 FL1164
 FL1164;                    North         East    Units  Estimated Accuracy
 FL1164;SPC TX N     - 1,139,710.      178,010.      MT  (+/- 180 meters Scaled)
 FL1164
 FL1164                          SUPERSEDED SURVEY CONTROL
 FL1164
 FL1164  NGVD 29 (??/??/92) 1106.703  (m)         3630.91   (f) ADJ UNCH    2 0
 FL1164
 FL1164.Superseded values are not recommended for survey control.
 FL1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1164.See file dsdata.txt to determine how the superseded data were derived.
 FL1164
 FL1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE505052(NAD 83)
 FL1164_MARKER: DD = SURVEY DISK
 FL1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1164_STAMPING: TT 2 L 3631-1933
 FL1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1164+STABILITY: SURFACE MOTION
 FL1164
 FL1164  HISTORY     - Date     Condition        Report By
 FL1164  HISTORY     - 1933     MONUMENTED       USGS
 FL1164  HISTORY     - 1935     GOOD             NGS
 FL1164
 FL1164                          STATION DESCRIPTION
 FL1164
 FL1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1164'6.2 MI NE FROM AMARILLO.
 FL1164'6.2 MILES NORTHEAST OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED
 FL1164'147.0 FEET NORTHWEST OF STATE HIGHWAY GRADE CROSSING.  5 RAIL LENGTHS
 FL1164'NORTH OF BRIDGE NO. 65.  3 RAIL LENGTHS SOUTH OF MILE POST NO. 6.2. 15
 FL1164'FEET WEST OF WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1084 ***********************************************************************
 FL1084  DESIGNATION -  TT 2 L USGS
 FL1084  PID         -  FL1084
 FL1084  STATE/COUNTY-  TX/POTTER
 FL1084  USGS QUAD   -  AMARILLO WEST (1973)
 FL1084
 FL1084                         *CURRENT SURVEY CONTROL
 FL1084  ___________________________________________________________________
 FL1084* NAD 83(1986)-  35 14 26.     (N)    101 53 01.     (W)     SCALED    
 FL1084* NAVD 88     -      1080.753  (meters)    3545.77   (feet)  ADJUSTED  
 FL1084  ___________________________________________________________________
 FL1084  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1084  DYNAMIC HT  -        1079.475 (meters)    3541.58  (feet)  COMP
 FL1084  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 FL1084
 FL1084  VERT ORDER  -  FIRST     CLASS II
 FL1084
 FL1084.The horizontal coordinates were scaled from a topographic map and have
 FL1084.an estimated accuracy of +/- 6 seconds.
 FL1084
 FL1084.The orthometric height was determined by differential leveling
 FL1084.and adjusted by the National Geodetic Survey in June 1991..
 FL1084
 FL1084.The geoid height was determined by GEOID03.
 FL1084
 FL1084.The dynamic height is computed by dividing the NAVD 88
 FL1084.geopotential number by the normal gravity value computed on the
 FL1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1084.degrees latitude (g = 980.6199 gals.).
 FL1084
 FL1084.The modeled gravity was interpolated from observed gravity values.
 FL1084
 FL1084;                    North         East    Units  Estimated Accuracy
 FL1084;SPC TX N     - 1,137,690.      165,090.      MT  (+/- 180 meters Scaled)
 FL1084
 FL1084                          SUPERSEDED SURVEY CONTROL
 FL1084
 FL1084  NGVD 29 (??/??/92) 1080.255  (m)         3544.14   (f) ADJ UNCH    1 2
 FL1084
 FL1084.Superseded values are not recommended for survey control.
 FL1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1084.See file dsdata.txt to determine how the superseded data were derived.
 FL1084
 FL1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE376035(NAD 83)
 FL1084_MARKER: DD = SURVEY DISK
 FL1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1084_STAMPING: 2L 1928
 FL1084_MARK LOGO: USGS  
 FL1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1084+STABILITY: SURFACE MOTION
 FL1084
 FL1084  HISTORY     - Date     Condition        Report By
 FL1084  HISTORY     - 1928     MONUMENTED       CGS
 FL1084  HISTORY     - 1933     GOOD             NGS
 FL1084  HISTORY     - 1985     GOOD             NGS
 FL1084
 FL1084                          STATION DESCRIPTION
 FL1084
 FL1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FL1084'4.7 MI NW FROM AMARILLO.
 FL1084'4.7 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FL1084'CITY RAILROAD.  160 FEET EAST AND 20 FEET NORTH OF THE CENTER OF NORTH
 FL1084'SOUTH ROADCROSSING, 50 FEET NORTH OF TRACK ALONG THE RIGHT-OF-WAY
 FL1084'FENCE AND 100 FEET EAST OF ANGLE IN FENCE AT ROAD.
 FL1084
 FL1084                          STATION RECOVERY (1985)
 FL1084
 FL1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1084'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS. 4.2 KM (2.6 MI)
 FL1084'EASTERLY ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION WITH RANCH ROAD 1061
 FL1084'IN AMARILLO, THENCE 2.9 KM (1.8 MI) NORTHWESTERLY ALONG THE BURLINGTON
 FL1084'NORTHERN RAILROAD.  NOTE=THE ORIGINAL DESCRIPTION STATES THE DISK IS
 FL1084'STAMPED 2 L 1928 BUT IT IS STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4640 ***********************************************************************
 AW4640  DESIGNATION -  TT 2 SC
 AW4640  PID         -  AW4640
 AW4640  STATE/COUNTY-  TX/WALLER
 AW4640  USGS QUAD   -  BROOKSHIRE (1980)
 AW4640
 AW4640                         *CURRENT SURVEY CONTROL
 AW4640  ___________________________________________________________________
 AW4640* NAD 83(1986)-  29 51 09.     (N)    095 59 36.     (W)     SCALED    
 AW4640* NAVD 88     -        55.83   (+/-2cm)     183.2    (feet)  VERTCON   
 AW4640  ___________________________________________________________________
 AW4640  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW4640
 AW4640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4640
 AW4640.The horizontal coordinates were scaled from a topographic map and have
 AW4640.an estimated accuracy of +/- 6 seconds.
 AW4640
 AW4640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4640.The vertical order pertains to the NGVD 29 superseded value.
 AW4640
 AW4640.The geoid height was determined by GEOID03.
 AW4640
 AW4640;                    North         East    Units  Estimated Accuracy
 AW4640;SPC TXSC     - 4,227,510.      890,470.      MT  (+/- 180 meters Scaled)
 AW4640
 AW4640                          SUPERSEDED SURVEY CONTROL
 AW4640
 AW4640  NGVD 29 (??/??/92)   55.81   (m)          183.1    (f) COMPUTED    2 0
 AW4640
 AW4640.Superseded values are not recommended for survey control.
 AW4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4640.See file dsdata.txt to determine how the superseded data were derived.
 AW4640
 AW4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP108062(NAD 83)
 AW4640_MARKER: DD = SURVEY DISK
 AW4640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4640_SP_SET: CONCRETE POST
 AW4640_STAMPING: TT 2 SC 1954
 AW4640_MARK LOGO: USGS  
 AW4640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4640+STABILITY: SURFACE MOTION
 AW4640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4640+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AW4640
 AW4640  HISTORY     - Date     Condition        Report By
 AW4640  HISTORY     - 1954     MONUMENTED       USGS
 AW4640  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AW4640  HISTORY     - 20041016 GOOD             USPSQD
 AW4640
 AW4640                          STATION DESCRIPTION
 AW4640
 AW4640'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AW4640'5.7 MI NW FROM BROOKSHIRE.
 AW4640'0.2 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 AW4640'FROM THE STATION AT BROOKSHIRE, THENCE 5.5 MILES NORTHWEST ALONG FARM
 AW4640'ROAD 359, 64 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 58 FEET
 AW4640'NORTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST, 3 FEET WEST
 AW4640'OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AW4640'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AW4640
 AW4640                          STATION RECOVERY (1992)
 AW4640
 AW4640'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW4640'MARK NOT FOUND.
 AW4640
 AW4640                          STATION RECOVERY (2004)
 AW4640
 AW4640'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4640'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1255 ***********************************************************************
 DM1255  DESIGNATION -  TT 2 T
 DM1255  PID         -  DM1255
 DM1255  STATE/COUNTY-  TX/BOWIE
 DM1255  USGS QUAD   -  HODGSON (1975)
 DM1255
 DM1255                         *CURRENT SURVEY CONTROL
 DM1255  ___________________________________________________________________
 DM1255* NAD 83(1993)-  33 28 29.61890(N)    094 43 17.48831(W)     ADJUSTED  
 DM1255* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 DM1255  ___________________________________________________________________
 DM1255  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DM1255  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DM1255
 DM1255  HORZ ORDER  -  SECOND
 DM1255
 DM1255.The horizontal coordinates were established by classical geodetic methods
 DM1255.and adjusted by the National Geodetic Survey in February 1996..
 DM1255
 DM1255.The orthometric height was scaled from a topographic map.
 DM1255
 DM1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1255
 DM1255.The geoid height was determined by GEOID03.
 DM1255
 DM1255;                    North         East     Units Scale Factor Converg.
 DM1255;SPC TXNC     - 2,206,831.127   951,095.981   MT  0.99989982   +2 03 38.7
 DM1255;SPC TXNC     - 7,240,245.12  3,120,387.40   sFT  0.99989982   +2 03 38.7
 DM1255;UTM  15      - 3,705,261.487   340,039.904   MT  0.99991546   -0 56 59.1
 DM1255
 DM1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1255!SPC TXNC     -   0.99998335  x   0.99989982  =   0.99988317
 DM1255!UTM  15      -   0.99998335  x   0.99991546  =   0.99989881
 DM1255
 DM1255                          SUPERSEDED SURVEY CONTROL
 DM1255
 DM1255  NAD 83(1993)-  33 28 29.62070(N)    094 43 17.48588(W) AD(       ) 2
 DM1255  NAD 83(1986)-  33 28 29.62443(N)    094 43 17.47553(W) AD(       ) 2
 DM1255  NAD 27      -  33 28 29.21700(N)    094 43 16.71300(W) AD(       ) 2
 DM1255
 DM1255.Superseded values are not recommended for survey control.
 DM1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1255.See file dsdata.txt to determine how the superseded data were derived.
 DM1255
 DM1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4004005261(NAD 83)
 DM1255_MARKER: DH = HORIZONTAL CONTROL DISK
 DM1255_SETTING: 0 = UNSPECIFIED SETTING
 DM1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1255
 DM1255  HISTORY     - Date     Condition        Report By
 DM1255  HISTORY     - 1952     MONUMENTED       USGS
 DM1255
 DM1255                          STATION DESCRIPTION
 DM1255
 DM1255'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (DAJ)
 DM1255'STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF DEKALB
 DM1255'IN SOUTHEAST CORNER OF BARN YARD.  STATION IS 20 FEET SOUTH
 DM1255'OF GATE POST AND 3 FEET NORTHWEST OF FENCE CORNER.  THE
 DM1255'MARK IS A STANDARD U.S.G.S. DISK SET IN THE TOP OF A CONCRETE
 DM1255'POST WHICH IS FLUSH WITH THE GROUND AND IS STAMPED TT 2
 DM1255'T 1949.
 DM1255'
 DM1255'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1255'BLYTHE AND THE DISTANCE IS 26.013 METERS, 85.34 FEET SOUTH
 DM1255'SOUTHWEST OF STATION.
 DM1255'
 DM1255'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DM1255'ROUTE 26 IN DEKALB GO SOUTH ON STATE ROUTE 26 FOR 2.0 MILES
 DM1255'TO JUNCTION OF FARM ROAD 561.  TURN RIGHT AND GO WEST ON
 DM1255'FARM ROAD 561 FOR 3.1 MILES TO POINT WHERE ROAD CURVES SOUTH.
 DM1255'CONTINUE WEST ON DIRT ROAD FOR 1.0 MILE TO T INTERSECTION.
 DM1255'TURN LEFT AND GO SOUTH FOR 0.2 MILE.  TURN RIGHT AND GO
 DM1255'WEST FOR 1.1 MILE TO FARM HOUSE AND STATION ON LEFT OR SOUTH
 DM1255'SIDE OF ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2323 ***********************************************************************
 BY2323  DESIGNATION -  TT 20 EV
 BY2323  PID         -  BY2323
 BY2323  STATE/COUNTY-  TX/FREESTONE
 BY2323  USGS QUAD   -  YARD (1982)
 BY2323
 BY2323                         *CURRENT SURVEY CONTROL
 BY2323  ___________________________________________________________________
 BY2323* NAD 83(1986)-  31 45 46.     (N)    095 58 45.     (W)     SCALED    
 BY2323* NAVD 88     -        97.319  (meters)     319.29   (feet)  ADJUSTED  
 BY2323  ___________________________________________________________________
 BY2323  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BY2323  DYNAMIC HT  -          97.202 (meters)     318.90  (feet)  COMP
 BY2323  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 BY2323
 BY2323  VERT ORDER  -  SECOND    CLASS 0
 BY2323
 BY2323.The horizontal coordinates were scaled from a topographic map and have
 BY2323.an estimated accuracy of +/- 6 seconds.
 BY2323
 BY2323.The orthometric height was determined by differential leveling
 BY2323.and adjusted by the National Geodetic Survey in June 1991..
 BY2323
 BY2323.The geoid height was determined by GEOID03.
 BY2323
 BY2323.The dynamic height is computed by dividing the NAVD 88
 BY2323.geopotential number by the normal gravity value computed on the
 BY2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2323.degrees latitude (g = 980.6199 gals.).
 BY2323
 BY2323.The modeled gravity was interpolated from observed gravity values.
 BY2323
 BY2323;                    North         East    Units  Estimated Accuracy
 BY2323;SPC TX C     - 3,240,440.    1,112,380.      MT  (+/- 180 meters Scaled)
 BY2323
 BY2323                          SUPERSEDED SURVEY CONTROL
 BY2323
 BY2323  NGVD 29 (??/??/92)   97.306  (m)          319.24   (f) ADJ UNCH    2 0
 BY2323
 BY2323.Superseded values are not recommended for survey control.
 BY2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2323.See file dsdata.txt to determine how the superseded data were derived.
 BY2323
 BY2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR178180(NAD 83)
 BY2323_MARKER: DD = SURVEY DISK
 BY2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2323_STAMPING: TT 20 EV 1947
 BY2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2323+STABILITY: SURFACE MOTION
 BY2323
 BY2323  HISTORY     - Date     Condition        Report By
 BY2323  HISTORY     - 1947     MONUMENTED       USGS
 BY2323  HISTORY     - 1947     GOOD             NGS
 BY2323
 BY2323                          STATION DESCRIPTION
 BY2323
 BY2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2323'16.9 MI NW FROM BUTLER.
 BY2323'2.8 MILES EAST ALONG U.S. HIGHWAY NO. 84 AND 14.1 MILES NORTHWEST
 BY2323'ALONG A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER, AT
 BY2323'THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO TURLINGTON, 0.25 MILE
 BY2323'WEST OF A WOODEN BRIDGE OVER BRINKLEY SLOUGH, 43.0 FEET EAST OF THE
 BY2323'CENTER OF THE ROAD LEADING SOUTHWEST, 38.0 FEET SOUTH OF THE CENTER OF
 BY2323'THE EAST-WEST ROAD, 25.0 FEET SOUTHEAST OF A 2 FOOT HICKORY TREE, 19.0
 BY2323'FEET SOUTH OF A FENCE CORNER POST, 2.0 FEET SOUTH OF A REFERENCE POST,
 BY2323'2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, A U.S. GEOLOGICAL SURVEY
 BY2323'BRONZE DISK SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 BY2323'ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4772 ***********************************************************************
 AW4772  DESIGNATION -  TT 20 L
 AW4772  PID         -  AW4772
 AW4772  STATE/COUNTY-  TX/FORT BEND
 AW4772  USGS QUAD   -  RICHMOND (1980)
 AW4772
 AW4772                         *CURRENT SURVEY CONTROL
 AW4772  ___________________________________________________________________
 AW4772* NAD 83(1986)-  29 33 54.     (N)    095 49 48.     (W)     SCALED    
 AW4772* NAVD 88     -        31.44   (+/-2cm)     103.1    (feet)  VERTCON   
 AW4772  ___________________________________________________________________
 AW4772  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW4772
 AW4772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4772
 AW4772.The horizontal coordinates were scaled from a topographic map and have
 AW4772.an estimated accuracy of +/- 6 seconds.
 AW4772
 AW4772.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4772.The vertical order pertains to the NGVD 29 superseded value.
 AW4772
 AW4772.The geoid height was determined by GEOID03.
 AW4772
 AW4772;                    North         East    Units  Estimated Accuracy
 AW4772;SPC TXSC     - 4,196,080.      907,110.      MT  (+/- 180 meters Scaled)
 AW4772
 AW4772                          SUPERSEDED SURVEY CONTROL
 AW4772
 AW4772  NGVD 29 (??/??/92)   31.440  (m)          103.15   (f) ADJ UNCH    2 0
 AW4772
 AW4772.Superseded values are not recommended for survey control.
 AW4772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4772.See file dsdata.txt to determine how the superseded data were derived.
 AW4772
 AW4772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN258739(NAD 83)
 AW4772_MARKER: DD = SURVEY DISK
 AW4772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4772_STAMPING: TT 20 L 1925
 AW4772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4772+STABILITY: SURFACE MOTION
 AW4772
 AW4772  HISTORY     - Date     Condition        Report By
 AW4772  HISTORY     - 1925     MONUMENTED       TXRD
 AW4772  HISTORY     - 1943     GOOD             NGS
 AW4772  HISTORY     - 1990     POOR             USPSQD
 AW4772  HISTORY     - 19951010 POOR             USPSQD
 AW4772
 AW4772                          STATION DESCRIPTION
 AW4772
 AW4772'DESCRIBED BY TEXAS RECLAMATION DEPARTMENT 1925
 AW4772'1.4 MI W FROM ROSENBERG.
 AW4772'1.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4772'STATION AT ROSENBERG, FORT BEND COUNTY, 0.4 MILE WEST OF MILE POLE 67,
 AW4772'AT A ROAD CROSSING, 37 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 AW4772'NORTH, 31 FEET NORTH OF THE NORTH RAIL, 3 FEET EAST OF A FENCE CORNER,
 AW4772'1.4 FEET SOUTH OF THE FENCE, 1.1 FEET WEST OF A WHITE WOODEN WITNESS
 AW4772'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT
 AW4772'ABOVE GROUND.
 AW4772
 AW4772                          STATION RECOVERY (1943)
 AW4772
 AW4772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4772'RECOVERED IN GOOD CONDITION.
 AW4772
 AW4772                          STATION RECOVERY (1990)
 AW4772
 AW4772'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4772'MARK RECOVERED IN POOR CONDITION.
 AW4772
 AW4772                          STATION RECOVERY (1995)
 AW4772
 AW4772'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4772'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1181 ***********************************************************************
 CR1181  DESIGNATION -  TT 20 WM
 CR1181  PID         -  CR1181
 CR1181  STATE/COUNTY-  TX/UPSHUR
 CR1181  USGS QUAD   -  ORE CITY (1962)
 CR1181
 CR1181                         *CURRENT SURVEY CONTROL
 CR1181  ___________________________________________________________________
 CR1181* NAD 83(1993)-  32 47 39.18124(N)    094 44 25.60624(W)     ADJUSTED  
 CR1181* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 CR1181  ___________________________________________________________________
 CR1181  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CR1181  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CR1181
 CR1181  HORZ ORDER  -  THIRD
 CR1181
 CR1181.The horizontal coordinates were established by classical geodetic methods
 CR1181.and adjusted by the National Geodetic Survey in February 1996..
 CR1181.No horizontal observational check was made to the station.
 CR1181
 CR1181.The orthometric height was scaled from a topographic map.
 CR1181
 CR1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1181
 CR1181.The geoid height was determined by GEOID03.
 CR1181
 CR1181;                    North         East     Units Scale Factor Converg.
 CR1181;SPC TXNC     - 2,131,333.711   952,039.249   MT  0.99988266   +2 03 01.6
 CR1181;SPC TXNC     - 6,992,550.68  3,123,482.10   sFT  0.99988266   +2 03 01.6
 CR1181;UTM  15      - 3,629,815.109   337,027.954   MT  0.99992750   -0 56 34.3
 CR1181
 CR1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1181!SPC TXNC     -   0.99997766  x   0.99988266  =   0.99986032
 CR1181!UTM  15      -   0.99997766  x   0.99992750  =   0.99990516
 CR1181
 CR1181                          SUPERSEDED SURVEY CONTROL
 CR1181
 CR1181  NAD 83(1993)-  32 47 39.18695(N)    094 44 25.59567(W) AD(       ) 3
 CR1181  NAD 83(1986)-  32 47 39.18714(N)    094 44 25.59426(W) AD(       ) 3
 CR1181  NAD 27      -  32 47 38.69950(N)    094 44 24.84330(W) AD(       ) 3
 CR1181
 CR1181.Superseded values are not recommended for survey control.
 CR1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1181.See file dsdata.txt to determine how the superseded data were derived.
 CR1181
 CR1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3702829815(NAD 83)
 CR1181_MARKER: DB = BENCH MARK DISK
 CR1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1181+STABILITY: SURFACE MOTION
 CR1181
 CR1181  HISTORY     - Date     Condition        Report By
 CR1181  HISTORY     - 1957     MONUMENTED       CGS
 CR1181
 CR1181                          STATION DESCRIPTION
 CR1181
 CR1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CR1181'SEE STATION ORE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4767 ***********************************************************************
 AW4767  DESIGNATION -  TT 21 L
 AW4767  PID         -  AW4767
 AW4767  STATE/COUNTY-  TX/FORT BEND
 AW4767  USGS QUAD   -  RICHMOND (1980)
 AW4767
 AW4767                         *CURRENT SURVEY CONTROL
 AW4767  ___________________________________________________________________
 AW4767* NAD 83(1986)-  29 33 51.     (N)    095 47 15.     (W)     SCALED    
 AW4767* NAVD 88     -        30.40   (+/-2cm)      99.7    (feet)  VERTCON   
 AW4767  ___________________________________________________________________
 AW4767  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW4767
 AW4767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4767
 AW4767.The horizontal coordinates were scaled from a topographic map and have
 AW4767.an estimated accuracy of +/- 6 seconds.
 AW4767
 AW4767.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4767.The vertical order pertains to the NGVD 29 superseded value.
 AW4767
 AW4767.The geoid height was determined by GEOID03.
 AW4767
 AW4767;                    North         East    Units  Estimated Accuracy
 AW4767;SPC TXSC     - 4,196,100.      911,230.      MT  (+/- 180 meters Scaled)
 AW4767
 AW4767                          SUPERSEDED SURVEY CONTROL
 AW4767
 AW4767  NGVD 29 (??/??/92)   30.40   (m)           99.7    (f) COMPUTED    2 0
 AW4767
 AW4767.Superseded values are not recommended for survey control.
 AW4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4767.See file dsdata.txt to determine how the superseded data were derived.
 AW4767
 AW4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN299737(NAD 83)
 AW4767_MARKER: DD = SURVEY DISK
 AW4767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4767_STAMPING: TT 21 L 1930
 AW4767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4767+STABILITY: SURFACE MOTION
 AW4767
 AW4767  HISTORY     - Date     Condition        Report By
 AW4767  HISTORY     - 1930     MONUMENTED       TXRD
 AW4767  HISTORY     - 1973     GOOD             NGS
 AW4767  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4767  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4767  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW4767  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4767  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW4767
 AW4767                          STATION DESCRIPTION
 AW4767
 AW4767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4767'1.1 MI E FROM ROSENBERG.
 AW4767'0.35 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4767'THE STATION AT ROSENBERG, THENCE 0.75 MILE EAST ALONG OLD RICHMOND
 AW4767'ROAD, AT THE JUNCTION OF A DIRT ROAD NORTHWEST, 236 FEET NORTHWEST AND
 AW4767'ACROSS THE TRACK FROM THE CENTER LINE OF THE ROAD, 22 FEET SOUTHWEST
 AW4767'OF THE CENTER LINE OF THE DIRT ROAD, 47.0 FEET NORTHWEST OF THE
 AW4767'NORTHWEST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 7 FEET
 AW4767'SOUTHEAST OF THE CENTER OF THE SOUTHWEST END OF A 24-INCH PIPE
 AW4767'CULVERT, 1.0 FOOT NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 AW4767'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AW4767'ABOVE THE GROUND.
 AW4767
 AW4767                          STATION RECOVERY (1987)
 AW4767
 AW4767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4767'NOT RECOVERED.
 AW4767
 AW4767                          STATION RECOVERY (1990)
 AW4767
 AW4767'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4767'MARK NOT FOUND.
 AW4767
 AW4767                          STATION RECOVERY (1995)
 AW4767
 AW4767'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4767'MARK NOT FOUND.
 AW4767
 AW4767                          STATION RECOVERY (1999)
 AW4767
 AW4767'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4767'MARK NOT FOUND.
 AW4767
 AW4767                          STATION RECOVERY (2004)
 AW4767
 AW4767'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0278 ***********************************************************************
 FM0278  DESIGNATION -  TT 21 L
 FM0278  PID         -  FM0278
 FM0278  STATE/COUNTY-  TX/OLDHAM
 FM0278  USGS QUAD   -  ROTTEN HILL (1966)
 FM0278
 FM0278                         *CURRENT SURVEY CONTROL
 FM0278  ___________________________________________________________________
 FM0278* NAD 83(1986)-  35 15 03.     (N)    102 11 28.     (W)     SCALED    
 FM0278* NAVD 88     -      1142.495  (meters)    3748.34   (feet)  ADJUSTED  
 FM0278  ___________________________________________________________________
 FM0278  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 FM0278  DYNAMIC HT  -        1141.113 (meters)    3743.80  (feet)  COMP
 FM0278  MODELED GRAV-     979,385.0   (mgal)                       NAVD 88
 FM0278
 FM0278  VERT ORDER  -  SECOND    CLASS 0
 FM0278
 FM0278.The horizontal coordinates were scaled from a topographic map and have
 FM0278.an estimated accuracy of +/- 6 seconds.
 FM0278
 FM0278.The orthometric height was determined by differential leveling
 FM0278.and adjusted by the National Geodetic Survey in June 1991..
 FM0278
 FM0278.The geoid height was determined by GEOID03.
 FM0278
 FM0278.The dynamic height is computed by dividing the NAVD 88
 FM0278.geopotential number by the normal gravity value computed on the
 FM0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0278.degrees latitude (g = 980.6199 gals.).
 FM0278
 FM0278.The modeled gravity was interpolated from observed gravity values.
 FM0278
 FM0278;                    North         East    Units  Estimated Accuracy
 FM0278;SPC TX N     - 1,138,980.      137,110.      MT  (+/- 180 meters Scaled)
 FM0278
 FM0278                          SUPERSEDED SURVEY CONTROL
 FM0278
 FM0278  NGVD 29 (??/??/92) 1141.991  (m)         3746.68   (f) ADJ UNCH    2 0
 FM0278
 FM0278.Superseded values are not recommended for survey control.
 FM0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0278.See file dsdata.txt to determine how the superseded data were derived.
 FM0278
 FM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV555044(NAD 83)
 FM0278_MARKER: DD = SURVEY DISK
 FM0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0278_STAMPING: TT 21 L
 FM0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0278+STABILITY: SURFACE MOTION
 FM0278
 FM0278  HISTORY     - Date     Condition        Report By
 FM0278  HISTORY     - UNK      MONUMENTED       USGS
 FM0278  HISTORY     - 1935     GOOD             NGS
 FM0278
 FM0278                          STATION DESCRIPTION
 FM0278
 FM0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0278'3.1 MI NW FROM WILDERADO.
 FM0278'3.1 MILES NORTHWEST OF POST OFFICE BY TRAIL ALONG FENCE AT NORTH EDGE
 FM0278'OF BARNYARD OF RANCH, 30 FEET WEST OF WEST POST OF WIRE GATE, 700 FEET
 FM0278'NORTHWEST OF RANCH HOUSE.  FROM WILDERADO POST OFFICE GO 0.5 MILES
 FM0278'NORTH ALONG GRADED ROAD, THENCE 0.1 MILES WEST, THENCE NORTH 0.6 MILES
 FM0278'TO GATE, THROUGH GATE AND ALONG TRAIL THROUGH PASTURE NORTHEAST AND
 FM0278'NORTH 2.0 MILES TO GATE AT NORTH EDGE OF RANCH BARNYARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1198 ***********************************************************************
 CR1198  DESIGNATION -  TT 21 WM
 CR1198  PID         -  CR1198
 CR1198  STATE/COUNTY-  TX/GREGG
 CR1198  USGS QUAD   -  LONGVIEW HEIGHTS (1978)
 CR1198
 CR1198                         *CURRENT SURVEY CONTROL
 CR1198  ___________________________________________________________________
 CR1198* NAD 83(1993)-  32 30 29.23483(N)    094 43 47.08093(W)     ADJUSTED  
 CR1198* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 CR1198  ___________________________________________________________________
 CR1198  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CR1198  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CR1198
 CR1198  HORZ ORDER  -  SECOND
 CR1198
 CR1198.The horizontal coordinates were established by classical geodetic methods
 CR1198.and adjusted by the National Geodetic Survey in February 1996..
 CR1198
 CR1198.The orthometric height was scaled from a topographic map.
 CR1198
 CR1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1198
 CR1198.The geoid height was determined by GEOID03.
 CR1198
 CR1198;                    North         East     Units Scale Factor Converg.
 CR1198;SPC TXNC     - 2,099,665.714   954,179.194   MT  0.99991730   +2 03 22.6
 CR1198;SPC TXNC     - 6,888,653.26  3,130,502.91   sFT  0.99991730   +2 03 22.6
 CR1198;UTM  15      - 3,598,077.694   337,513.316   MT  0.99992557   -0 55 47.3
 CR1198
 CR1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1198!SPC TXNC     -   0.99998343  x   0.99991730  =   0.99990073
 CR1198!UTM  15      -   0.99998343  x   0.99992557  =   0.99990900
 CR1198
 CR1198                          SUPERSEDED SURVEY CONTROL
 CR1198
 CR1198  NAD 83(1986)-  32 30 29.24279(N)    094 43 47.06900(W) AD(       ) 2
 CR1198  NAD 27      -  32 30 28.71020(N)    094 43 46.30930(W) AD(       ) 2
 CR1198
 CR1198.Superseded values are not recommended for survey control.
 CR1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1198.See file dsdata.txt to determine how the superseded data were derived.
 CR1198
 CR1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3751398078(NAD 83)
 CR1198_MARKER: DB = BENCH MARK DISK
 CR1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1198+STABILITY: SURFACE MOTION
 CR1198
 CR1198  HISTORY     - Date     Condition        Report By
 CR1198  HISTORY     - 1950     MONUMENTED       CGS
 CR1198
 CR1198                          STATION DESCRIPTION
 CR1198
 CR1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1198'THE STATION IS LOCATED IN THE NORTHEAST RESIDENTIAL SECTION OF
 CR1198'LONGVIEW, NEAR THE NORTHWEST CORNER OF THE JUNCTION OF ADAMS
 CR1198'STREET AND NORTH SEVENTH STREET.  IT IS 24 FEET SOUTH OF THE
 CR1198'CENTERLINE OF ADAMS STREET, 20 FEET WEST OF THE CENTERLINE OF
 CR1198'NORTH SEVENTH STREET AND 3.3 FEET WEST OF A POWERLINE POLE.  THE
 CR1198'MARK IS A USGS BENCH MARK SET IN A 6 X 6 INCH SQUARE CONCRETE
 CR1198'POST WHICH PROJECTS 2 INCHES AND THE DISK IS STAMPED TT 21
 CR1198'WM 1949.
 CR1198'
 CR1198'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CR1198'LONGVIEW TO TT 21 WM.  IT IS 87.21 FEET 26.582 METERS SOUTH
 CR1198'OF THE STATION.
 CR1198'
 CR1198'TO REACH FROM THE INTERSECTION OF (MARSHALL AVE.) U.S. HIGHWAY 80
 CR1198'AND NORTH FOURTH STREET IN LONGVIEW, GO NORTH ON NORTH FOURTH
 CR1198'STREET 0.45 MILE TO ADAMS STREET, TURN RIGHT ON ADAMS STREET
 CR1198'FOR 0.1 MILE TO NORTH SEVENTH STREET AND THE STATION IN THE
 CR1198'SOUTHWEST CORNER OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1853 ***********************************************************************
 FL1853  DESIGNATION -  TT 22 D
 FL1853  PID         -  FL1853
 FL1853  STATE/COUNTY-  TX/POTTER
 FL1853  USGS QUAD   -  MC DOWELL CREEK (1970)
 FL1853
 FL1853                         *CURRENT SURVEY CONTROL
 FL1853  ___________________________________________________________________
 FL1853* NAD 83(1993)-  35 35 58.38516(N)    101 45 34.91644(W)     ADJUSTED  
 FL1853* NAVD 88     -      1001.71   (+/-2cm)    3286.4    (feet)  VERTCON   
 FL1853  ___________________________________________________________________
 FL1853  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 FL1853  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 FL1853
 FL1853  HORZ ORDER  -  THIRD
 FL1853  VERT ORDER  -  THIRD ? (See Below)
 FL1853
 FL1853.The horizontal coordinates were established by classical geodetic methods
 FL1853.and adjusted by the National Geodetic Survey in February 1996..
 FL1853
 FL1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1853.The vertical order pertains to the NGVD 29 superseded value.
 FL1853
 FL1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1853
 FL1853.The geoid height was determined by GEOID03.
 FL1853
 FL1853;                    North         East     Units Scale Factor Converg.
 FL1853;SPC TX N     - 1,177,480.377   176,468.781   MT  0.99991588   -0 09 01.8
 FL1853;SPC TX N     - 3,863,116.87    578,964.66   sFT  0.99991588   -0 09 01.8
 FL1853;UTM  14      - 3,943,040.803   249,992.117   MT  1.00037030   -1 36 26.3
 FL1853
 FL1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1853!SPC TX N     -   0.99984698  x   0.99991588  =   0.99976287
 FL1853!UTM  14      -   0.99984698  x   1.00037030  =   1.00021722
 FL1853
 FL1853:                Primary Azimuth Mark                     Grid Az
 FL1853:SPC TX N     -  CENTER                                   200 03 50.9
 FL1853:UTM  14      -  CENTER                                   201 31 15.4
 FL1853
 FL1853|---------------------------------------------------------------------|
 FL1853| PID    Reference Object                     Distance      Geod. Az  |
 FL1853|                                                           dddmmss.s |
 FL1853| FL1854 CENTER                              APPROX. 1.9 KM 1995449.1 |
 FL1853|---------------------------------------------------------------------|
 FL1853
 FL1853                          SUPERSEDED SURVEY CONTROL
 FL1853
 FL1853  NAD 83(1993)-  35 35 58.38754(N)    101 45 34.91140(W) AD(       ) 3
 FL1853  NAD 83(1986)-  35 35 58.39270(N)    101 45 34.90641(W) AD(       ) 3
 FL1853  NAD 27      -  35 35 58.23476(N)    101 45 33.26402(W) AD(       ) 3
 FL1853  NGVD 29 (07/19/86) 1001.23   (m)         3284.9    (f) LEVELING    3  
 FL1853
 FL1853.Superseded values are not recommended for survey control.
 FL1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1853.See file dsdata.txt to determine how the superseded data were derived.
 FL1853
 FL1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4999243041(NAD 83)
 FL1853
 FL1853  HISTORY     - Date     Condition        Report By
 FL1853  HISTORY     - UNK      MONUMENTED
 FL1853  HISTORY     - 1952     GOOD             USGS
 FL1853
 FL1853                          STATION DESCRIPTION
 FL1853
 FL1853'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1853'TRANSIT TRAVERSE STATION ESTABLISHED.
 FL1853'
 FL1853'H.AND T.C. RAILROAD COMPANY SURVEY, BLOCK 47 ON LINE BETWEEN SECTIONS
 FL1853'58 AND 59 ON TOP OF BLUFF ON S. SIDE OF PLUM CREEK, 30 FT. S. OF EDGE
 FL1853'OF CLIFF, 70 FT. N. OF FENCE LINE, 10 FT. S. OF CAIRN.
 FL1853'
 FL1853'RECOVERED.
 FL1853'
 FL1853'STATION MARK - STANDARD TABLET SET IN CONCRETE POST STAMPED,
 FL1853'---TT 22 D 1933  3285---.
 FL1853'
 FL1853'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0281 ***********************************************************************
 FM0281  DESIGNATION -  TT 22 L
 FM0281  PID         -  FM0281
 FM0281  STATE/COUNTY-  TX/OLDHAM
 FM0281  USGS QUAD   -  ROTTEN HILL (1966)
 FM0281
 FM0281                         *CURRENT SURVEY CONTROL
 FM0281  ___________________________________________________________________
 FM0281* NAD 83(1993)-  35 18 05.04630(N)    102 12 35.06624(W)     ADJUSTED  
 FM0281* NAVD 88     -      1085.076  (meters)    3559.95   (feet)  ADJUSTED  
 FM0281  ___________________________________________________________________
 FM0281  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 FM0281  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0281  DYNAMIC HT  -        1083.775 (meters)    3555.69  (feet)  COMP
 FM0281  MODELED GRAV-     979,398.6   (mgal)                       NAVD 88
 FM0281
 FM0281  HORZ ORDER  -  SECOND
 FM0281  VERT ORDER  -  SECOND    CLASS 0
 FM0281
 FM0281.The horizontal coordinates were established by classical geodetic methods
 FM0281.and adjusted by the National Geodetic Survey in February 1996..
 FM0281
 FM0281.The orthometric height was determined by differential leveling
 FM0281.and adjusted by the National Geodetic Survey in June 1991..
 FM0281
 FM0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0281
 FM0281.The geoid height was determined by GEOID03.
 FM0281
 FM0281.The dynamic height is computed by dividing the NAVD 88
 FM0281.geopotential number by the normal gravity value computed on the
 FM0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0281.degrees latitude (g = 980.6199 gals.).
 FM0281
 FM0281.The modeled gravity was interpolated from observed gravity values.
 FM0281
 FM0281;                    North         East     Units Scale Factor Converg.
 FM0281;SPC TX N     - 1,144,604.699   135,453.727   MT  0.99991293   -0 24 40.8
 FM0281;SPC TX N     - 3,755,257.25    444,401.10   sFT  0.99991293   -0 24 40.8
 FM0281;UTM  13      - 3,910,039.874   753,712.207   MT  1.00039335   +1 36 47.8
 FM0281
 FM0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0281!SPC TX N     -   0.99983373  x   0.99991293  =   0.99974667
 FM0281!UTM  13      -   0.99983373  x   1.00039335  =   1.00022701
 FM0281
 FM0281                          SUPERSEDED SURVEY CONTROL
 FM0281
 FM0281  NAD 83(1993)-  35 18 05.05249(N)    102 12 35.05693(W) AD(       ) 2
 FM0281  NAD 83(1986)-  35 18 05.05389(N)    102 12 35.05756(W) AD(       ) 2
 FM0281  NAD 27      -  35 18 04.86300(N)    102 12 33.33900(W) AD(       ) 2
 FM0281  NGVD 29 (??/??/92) 1084.586  (m)         3558.35   (f) ADJ UNCH    2 0
 FM0281
 FM0281.Superseded values are not recommended for survey control.
 FM0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0281.See file dsdata.txt to determine how the superseded data were derived.
 FM0281
 FM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5371210040(NAD 83)
 FM0281_MARKER: DD = SURVEY DISK
 FM0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0281_STAMPING: TT 22 L
 FM0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0281+STABILITY: SURFACE MOTION
 FM0281
 FM0281  HISTORY     - Date     Condition        Report By
 FM0281  HISTORY     - 1953     MONUMENTED       USGS
 FM0281  HISTORY     - 1935     GOOD             NGS
 FM0281
 FM0281                          STATION DESCRIPTION
 FM0281
 FM0281'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (WRH)
 FM0281'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE NORTH OF WILDORADO,
 FM0281'ABOUT 14 MILES AIRLINE NORTHWEST OF BUSHLAND, AND ABOUT 1-1/2
 FM0281'MILES WEST OF WILDORADO CREEK ON THE HIGHEST PART OF A SMALL
 FM0281'KNOLL.
 FM0281'
 FM0281'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 FM0281'TT 22 L 1933 SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 FM0281'MONUMENT PROJECTING ABOUT 4 INCHES.  IT IS 557.395 FEET EAST
 FM0281'OF STATION GRAY.
 FM0281
 FM0281                          STATION RECOVERY (1935)
 FM0281
 FM0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FM0281'7.1 MI NW FROM WILDERADO.
 FM0281'ALONG GRADED ROADS AND TRAIL BETWEEN WILDERADO AND TASCOSA.  TO REACH
 FM0281'FROM WILDERADO POST OFFICE GO 1/2 MILE NORTH ALONG GRADED ROAD, THENCE
 FM0281'0.1 MILE WEST ALONG GRADED ROAD, THENCE 0.6 MILE NORTH ALONG GRADED
 FM0281'ROAD, THENCE 5.9 MILES NORTHEAST ALONG TRAIL.  AT POINT WHERE TRAIL
 FM0281'LEADS TO THE WEST, ON THE EAST SIDE OF DEEP DRAW, INSIDE OF WINDMILL
 FM0281'STAND, 44 FEET SOUTH OF LARGE IRON WATER TANK, 41 FEET EAST OF
 FM0281'CENTERLINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0663 ***********************************************************************
 CR0663  DESIGNATION -  TT 22 S
 CR0663  PID         -  CR0663
 CR0663  STATE/COUNTY-  TX/VAN ZANDT
 CR0663  USGS QUAD   -  MARTINS MILL (1984)
 CR0663
 CR0663                         *CURRENT SURVEY CONTROL
 CR0663  ___________________________________________________________________
 CR0663* NAD 83(1986)-  32 25 49.     (N)    095 51 15.     (W)     SCALED    
 CR0663* NAVD 88     -       164.608  (meters)     540.05   (feet)  ADJUSTED  
 CR0663  ___________________________________________________________________
 CR0663  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0663  DYNAMIC HT  -         164.419 (meters)     539.43  (feet)  COMP
 CR0663  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CR0663
 CR0663  VERT ORDER  -  SECOND    CLASS 0
 CR0663
 CR0663.The horizontal coordinates were scaled from a topographic map and have
 CR0663.an estimated accuracy of +/- 6 seconds.
 CR0663
 CR0663.The orthometric height was determined by differential leveling
 CR0663.and adjusted by the National Geodetic Survey in June 1991..
 CR0663
 CR0663.The geoid height was determined by GEOID03.
 CR0663
 CR0663.The dynamic height is computed by dividing the NAVD 88
 CR0663.geopotential number by the normal gravity value computed on the
 CR0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0663.degrees latitude (g = 980.6199 gals.).
 CR0663
 CR0663.The modeled gravity was interpolated from observed gravity values.
 CR0663
 CR0663;                    North         East    Units  Estimated Accuracy
 CR0663;SPC TXNC     - 2,087,810.      848,800.      MT  (+/- 180 meters Scaled)
 CR0663
 CR0663                          SUPERSEDED SURVEY CONTROL
 CR0663
 CR0663  NGVD 29 (??/??/92)  164.619  (m)          540.09   (f) ADJ UNCH    2 0
 CR0663
 CR0663.Superseded values are not recommended for survey control.
 CR0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0663.See file dsdata.txt to determine how the superseded data were derived.
 CR0663
 CR0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR316917(NAD 83)
 CR0663_MARKER: DD = SURVEY DISK
 CR0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0663_STAMPING: TT 22 S 1946 540
 CR0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0663+STABILITY: SURFACE MOTION
 CR0663
 CR0663  HISTORY     - Date     Condition        Report By
 CR0663  HISTORY     - 1946     MONUMENTED       USGS
 CR0663  HISTORY     - 1948     GOOD             NGS
 CR0663  HISTORY     - 19950915 GOOD             USPSQD
 CR0663
 CR0663                          STATION DESCRIPTION
 CR0663
 CR0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0663'8.6 MI S FROM CANTON.
 CR0663'8.6 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR0663'HIGHWAY 64 AT CANTON, ON TOP OF A RISE, 52.4 FEET NORTHEAST OF A
 CR0663'CONCRETE RIGHT-OF-WAY POST, 46.7 FEET WEST OF THE CENTER LINE OF THE
 CR0663'HIGHWAY, 15.0 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A REFERENCE
 CR0663'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CR0663'GROUND.
 CR0663
 CR0663                          STATION RECOVERY (1995)
 CR0663
 CR0663'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0294 ***********************************************************************
 FM0294  DESIGNATION -  TT 23 L
 FM0294  PID         -  FM0294
 FM0294  STATE/COUNTY-  TX/OLDHAM
 FM0294  USGS QUAD   -  ROTTEN HILL (1966)
 FM0294
 FM0294                         *CURRENT SURVEY CONTROL
 FM0294  ___________________________________________________________________
 FM0294* NAD 83(1986)-  35 19 30.     (N)    102 13 26.     (W)     SCALED    
 FM0294* NAVD 88     -      1082.464  (meters)    3551.38   (feet)  ADJUSTED  
 FM0294  ___________________________________________________________________
 FM0294  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0294  DYNAMIC HT  -        1081.175 (meters)    3547.16  (feet)  COMP
 FM0294  MODELED GRAV-     979,406.6   (mgal)                       NAVD 88
 FM0294
 FM0294  VERT ORDER  -  SECOND    CLASS 0
 FM0294
 FM0294.The horizontal coordinates were scaled from a topographic map and have
 FM0294.an estimated accuracy of +/- 6 seconds.
 FM0294
 FM0294.The orthometric height was determined by differential leveling
 FM0294.and adjusted by the National Geodetic Survey in June 1991..
 FM0294
 FM0294.The geoid height was determined by GEOID03.
 FM0294
 FM0294.The dynamic height is computed by dividing the NAVD 88
 FM0294.geopotential number by the normal gravity value computed on the
 FM0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0294.degrees latitude (g = 980.6199 gals.).
 FM0294
 FM0294.The modeled gravity was interpolated from observed gravity values.
 FM0294
 FM0294;                    North         East    Units  Estimated Accuracy
 FM0294;SPC TX N     - 1,147,230.      134,190.      MT  (+/- 180 meters Scaled)
 FM0294
 FM0294                          SUPERSEDED SURVEY CONTROL
 FM0294
 FM0294  NGVD 29 (??/??/92) 1081.981  (m)         3549.80   (f) ADJ UNCH    2 0
 FM0294
 FM0294.Superseded values are not recommended for survey control.
 FM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0294.See file dsdata.txt to determine how the superseded data were derived.
 FM0294
 FM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV523126(NAD 83)
 FM0294_MARKER: DD = SURVEY DISK
 FM0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0294_STAMPING: TT 23 L--1933--ELEV. 3550
 FM0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0294+STABILITY: SURFACE MOTION
 FM0294
 FM0294  HISTORY     - Date     Condition        Report By
 FM0294  HISTORY     - 1933     MONUMENTED       USGS
 FM0294  HISTORY     - 1935     GOOD             NGS
 FM0294
 FM0294                          STATION DESCRIPTION
 FM0294
 FM0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0294'2.5 MI N FROM WILDORADO.
 FM0294'20.5 MILES NORTH BY ROADS TO REACH BENCHMARK FROM POST-OFFICE GO ALONG
 FM0294'TRAIL NORTH 14.6 MILES TOWARD COTTONWOOD CAMP TO FORK IN ROAD WHERE
 FM0294'TRAIL MEETS GRADED ROAD AT WIRE GATE, THENCE EAST 5.9 MILES. BENCHMARK
 FM0294'IS SET 24.0 FEET EAST OF GATEPOST OF E-W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0607 ***********************************************************************
 AO0607  DESIGNATION -  TT 24 AAB
 AO0607  PID         -  AO0607
 AO0607  STATE/COUNTY-  TX/MCMULLEN
 AO0607  USGS QUAD   -  ROCKAWAY CREEK (1969)
 AO0607
 AO0607                         *CURRENT SURVEY CONTROL
 AO0607  ___________________________________________________________________
 AO0607* NAD 83(1993)-  28 28 49.71775(N)    098 39 59.79003(W)     ADJUSTED  
 AO0607* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 AO0607  ___________________________________________________________________
 AO0607  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AO0607  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AO0607
 AO0607  HORZ ORDER  -  SECOND
 AO0607
 AO0607.The horizontal coordinates were established by classical geodetic methods
 AO0607.and adjusted by the National Geodetic Survey in February 1996..
 AO0607
 AO0607.The orthometric height was scaled from a topographic map.
 AO0607
 AO0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0607
 AO0607.The geoid height was determined by GEOID03.
 AO0607
 AO0607;                    North         East     Units Scale Factor Converg.
 AO0607;SPC TXSC     - 4,071,769.887   632,645.512   MT  0.99997353   +0 09 48.0
 AO0607;SPC TXSC     -13,358,798.37  2,075,604.48   sFT  0.99997353   +0 09 48.0
 AO0607;UTM  14      - 3,150,474.429   532,633.463   MT  0.99961314   +0 09 32.3
 AO0607
 AO0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0607!SPC TXSC     -   0.99998752  x   0.99997353  =   0.99996105
 AO0607!UTM  14      -   0.99998752  x   0.99961314  =   0.99960066
 AO0607
 AO0607|---------------------------------------------------------------------|
 AO0607| PID    Reference Object                     Distance      Geod. Az  |
 AO0607|                                                           dddmmss.s |
 AO0607| CV5636 TT 24 AAB RM 1                       22.538 METERS 00926     |
 AO0607| CV5635 TT 24 AAB AZ MK                                    1053853.2 |
 AO0607| CV5637 TT 24 AAB RM 2                       24.117 METERS 28105     |
 AO0607|---------------------------------------------------------------------|
 AO0607
 AO0607                          SUPERSEDED SURVEY CONTROL
 AO0607
 AO0607  NAD 83(1986)-  28 28 49.72112(N)    098 39 59.76580(W) AD(       ) 2
 AO0607  NAD 27      -  28 28 48.75000(N)    098 39 58.69200(W) AD(       ) 2
 AO0607
 AO0607.Superseded values are not recommended for survey control.
 AO0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0607.See file dsdata.txt to determine how the superseded data were derived.
 AO0607
 AO0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS3263350474(NAD 83)
 AO0607_MARKER: DD = SURVEY DISK
 AO0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0607
 AO0607  HISTORY     - Date     Condition        Report By
 AO0607  HISTORY     - 1953     MONUMENTED       USGS
 AO0607
 AO0607                          STATION DESCRIPTION
 AO0607
 AO0607'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 AO0607'THE STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF FOWLERTON,
 AO0607'7 MILES WEST-NORTHWEST OF TILDEN, 88 FEET WEST OF AN ALUMINUM
 AO0607'GATE, 57 FEET NORTH OF THE CENTER LINE OF FARM ROAD 63, 11
 AO0607'FEET WEST OF A WITNESS POST, AND 2 FEET NORTH OF A FENCE
 AO0607'LINE.  ON PROPERTY OF MR. TOM KUYKENDALL OF TILDEN WHO LIVES
 AO0607'3 MILES N OF STATION.
 AO0607'
 AO0607'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 173
 AO0607'AND FARM ROAD 63 0.7 MILE NORTH OF TILDEN.  GO WEST ON FARM
 AO0607'ROAD 63 FOR 6.85 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 AO0607'WEST FOR 0.35 MILE TO A GATE ON THE RIGHT AND THE STATION
 AO0607'AS DESCRIBED.
 AO0607'
 AO0607'THE STATION MARK, STAMPED TT 24 AAB BE 27 1952 IS A USGS
 AO0607'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 AO0607'PROJECTS 6 INCHES.
 AO0607'
 AO0607'REFERENCE MARK NO. 1, STAMPED TT 24 AAB NO 1 1952, IS A STANDARD
 AO0607'DISK SET IN THE TOP OF A CONCRETE THAT PROJECTS 4 INCHES.
 AO0607'IT IS 112 FEET WEST OF A DIRT ROAD AND 137 FEET NORTH OF
 AO0607'A FENCE LINE.
 AO0607'
 AO0607'REFERENCE MARK NO. 2, STAMPED TT 24 AAB NO 2 1952, IS A
 AO0607'STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 AO0607'4 INCHES.  IT IS 58 FEET NORTH OF THE CENTER LINE OF FARM
 AO0607'ROAD 63 AND 1 FOOT NORTH OF A FENCE LINE.
 AO0607'
 AO0607'THE AZIMUTH MARK, STAMPED USGS TT 24 AAB 1952, IS A STANDARD
 AO0607'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
 AO0607'IT IS 49 FEET SOUTH OFTHE CENTER LINE OF FARM ROAD 63, 12
 AO0607'FEET NORTH OF A FENCE LINE, AND 6 FEET NORTH OF A WITNESS POST.
 AO0607'
 AO0607'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0473 ***********************************************************************
 CD0473  DESIGNATION -  TT 25 USGS
 CD0473  PID         -  CD0473
 CD0473  STATE/COUNTY-  TX/HUDSPETH
 CD0473  USGS QUAD   -  DELL CITY (1984)
 CD0473
 CD0473                         *CURRENT SURVEY CONTROL
 CD0473  ___________________________________________________________________
 CD0473* NAD 83(1986)-  31 52 53.     (N)    105 14 07.     (W)     SCALED    
 CD0473* NAVD 88     -      1151.742  (meters)    3778.67   (feet)  POSTED    
 CD0473  ___________________________________________________________________
 CD0473  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0473  DYNAMIC HT  -        1150.040 (meters)    3773.09  (feet)  COMP
 CD0473  MODELED GRAV-     979,122.7   (mgal)                       NAVD 88
 CD0473
 CD0473  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CD0473
 CD0473.The horizontal coordinates were scaled from a topographic map and have
 CD0473.an estimated accuracy of +/- 6 seconds.
 CD0473
 CD0473.The orthometric height was determined by differential leveling
 CD0473.and adjusted by the National Geodetic Survey in 1992..
 CD0473.No vertical observational check was made to the station.
 CD0473.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CD0473.was located on a no-check spur therefore a value was not computed.
 CD0473
 CD0473.The geoid height was determined by GEOID03.
 CD0473
 CD0473.The dynamic height is computed by dividing the NAVD 88
 CD0473.geopotential number by the normal gravity value computed on the
 CD0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0473.degrees latitude (g = 980.6199 gals.).
 CD0473
 CD0473.The modeled gravity was interpolated from observed gravity values.
 CD0473
 CD0473;                    North         East    Units  Estimated Accuracy
 CD0473;SPC TX C     - 3,255,740.      236,360.      MT  (+/- 180 meters Scaled)
 CD0473
 CD0473                          SUPERSEDED SURVEY CONTROL
 CD0473
 CD0473  NGVD 29 (??/??/92) 1151.237  (m)         3777.02   (f) ADJ UNCH    2 0
 CD0473
 CD0473.Superseded values are not recommended for survey control.
 CD0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0473.See file dsdata.txt to determine how the superseded data were derived.
 CD0473
 CD0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR777273(NAD 83)
 CD0473_MARKER: DD = SURVEY DISK
 CD0473_SETTING: 80 = SET IN A BOULDER
 CD0473_SP_SET: BOULDER
 CD0473_STAMPING: TT 25 ANK 1947
 CD0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0473+STABILITY: SURFACE MOTION
 CD0473
 CD0473  HISTORY     - Date     Condition        Report By
 CD0473  HISTORY     - 1947     MONUMENTED       USGS
 CD0473  HISTORY     - 1958     GOOD             NGS
 CD0473
 CD0473                          STATION DESCRIPTION
 CD0473
 CD0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0473'6.65 MI SW FROM DELL CITY.
 CD0473'ABOUT 4.35 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0473'DELL CITY, THENCE 2.0 MILES WEST ALONG A DIRT ROAD, THENCE 0.3 MILE
 CD0473'NORTH ALONG A DIRT ROAD TO THE LYNCH RANCH HEADQUARTERS, 112 FEET
 CD0473'NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN RANCH HOUSE, 44 FEET
 CD0473'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK
 CD0473'HOUSE, 18 FEET SOUTHEAST OF A POWER POLE, IN THE TOP OF A BOULDER
 CD0473'PROJECTING 1 INCH, AND ABOUT 300 FEET NORTH OF B. M. T 1119.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0269 ***********************************************************************
 FM0269  DESIGNATION -  TT 26 L
 FM0269  PID         -  FM0269
 FM0269  STATE/COUNTY-  TX/OLDHAM
 FM0269  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0269
 FM0269                         *CURRENT SURVEY CONTROL
 FM0269  ___________________________________________________________________
 FM0269* NAD 83(1986)-  35 25 55.     (N)    102 15 42.     (W)     SCALED    
 FM0269* NAVD 88     -      1071.512  (meters)    3515.45   (feet)  ADJUSTED  
 FM0269  ___________________________________________________________________
 FM0269  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 FM0269  DYNAMIC HT  -        1070.248 (meters)    3511.31  (feet)  COMP
 FM0269  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 FM0269
 FM0269  VERT ORDER  -  SECOND    CLASS 0
 FM0269
 FM0269.The horizontal coordinates were scaled from a topographic map and have
 FM0269.an estimated accuracy of +/- 6 seconds.
 FM0269
 FM0269.The orthometric height was determined by differential leveling
 FM0269.and adjusted by the National Geodetic Survey in June 1991..
 FM0269
 FM0269.The geoid height was determined by GEOID03.
 FM0269
 FM0269.The dynamic height is computed by dividing the NAVD 88
 FM0269.geopotential number by the normal gravity value computed on the
 FM0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0269.degrees latitude (g = 980.6199 gals.).
 FM0269
 FM0269.The modeled gravity was interpolated from observed gravity values.
 FM0269
 FM0269;                    North         East    Units  Estimated Accuracy
 FM0269;SPC TX N     - 1,159,120.      130,840.      MT  (+/- 180 meters Scaled)
 FM0269
 FM0269                          SUPERSEDED SURVEY CONTROL
 FM0269
 FM0269  NGVD 29 (??/??/92) 1071.036  (m)         3513.89   (f) ADJ UNCH    2 0
 FM0269
 FM0269.Superseded values are not recommended for survey control.
 FM0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0269.See file dsdata.txt to determine how the superseded data were derived.
 FM0269
 FM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV485243(NAD 83)
 FM0269_MARKER: DD = SURVEY DISK
 FM0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0269_STAMPING: TT 26 L 1933
 FM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0269+STABILITY: SURFACE MOTION
 FM0269
 FM0269  HISTORY     - Date     Condition        Report By
 FM0269  HISTORY     - 1933     MONUMENTED       USGS
 FM0269  HISTORY     - 1935     GOOD             NGS
 FM0269
 FM0269                          STATION DESCRIPTION
 FM0269
 FM0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0269'6.6 MI SW FROM TASCOSA.
 FM0269'ALONG GRADED ROAD BETWEEN TASCOSA AND VEGA.  TO REACH FROM TASCOSA GO
 FM0269'6.6 MILES SOUTHWEST ALONG GRADED ROAD.  AT T ROAD INTERSECTION MADE BY
 FM0269'ROAD COMING IN FROM THE EAST.  45 FEET NORTHWEST OF INTERSECTION OF
 FM0269'CENTERLINES OF ROADS, 30 FEET NORTH OF CENTERLINE OF ROAD TO THE EAST
 FM0269'(EXTENDED), AND 12 FEET NORTHEAST OF CENTERLINE OF TASCOSA-VEGA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4570 ***********************************************************************
 AW4570  DESIGNATION -  TT 27
 AW4570  PID         -  AW4570
 AW4570  STATE/COUNTY-  TX/FORT BEND
 AW4570  USGS QUAD   -  FULSHEAR (1980)
 AW4570
 AW4570                         *CURRENT SURVEY CONTROL
 AW4570  ___________________________________________________________________
 AW4570* NAD 83(1986)-  29 41 23.     (N)    095 54 01.     (W)     SCALED    
 AW4570* NAVD 88     -        39.81   (+/-2cm)     130.6    (feet)  VERTCON   
 AW4570  ___________________________________________________________________
 AW4570  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW4570
 AW4570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4570
 AW4570.The horizontal coordinates were scaled from a topographic map and have
 AW4570.an estimated accuracy of +/- 6 seconds.
 AW4570
 AW4570.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4570.The vertical order pertains to the NGVD 29 superseded value.
 AW4570
 AW4570.The geoid height was determined by GEOID03.
 AW4570
 AW4570;                    North         East    Units  Estimated Accuracy
 AW4570;SPC TXSC     - 4,209,710.      899,940.      MT  (+/- 180 meters Scaled)
 AW4570
 AW4570                          SUPERSEDED SURVEY CONTROL
 AW4570
 AW4570  NGVD 29 (??/??/92)   39.80   (m)          130.6    (f) COMPUTED    2 0
 AW4570
 AW4570.Superseded values are not recommended for survey control.
 AW4570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4570.See file dsdata.txt to determine how the superseded data were derived.
 AW4570
 AW4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN193879(NAD 83)
 AW4570_MARKER: DD = SURVEY DISK
 AW4570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4570_STAMPING: TT 27 L 1930
 AW4570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4570+STABILITY: SURFACE MOTION
 AW4570
 AW4570  HISTORY     - Date     Condition        Report By
 AW4570  HISTORY     - 1930     MONUMENTED       TXRD
 AW4570  HISTORY     - 1943     GOOD             NGS
 AW4570  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4570  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4570
 AW4570                          STATION DESCRIPTION
 AW4570
 AW4570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4570'0.1 MI W FROM FULSHEAR.
 AW4570'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4570'STATION AT FULSHEAR-- PROCEED 0.1 MILE WESTERLY ALONG THE RAILROAD TO
 AW4570'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE EAST OF MILEPOST 34,
 AW4570'ABOUT 500.0 FEET WEST OF THE RAILROAD STATION, AND 50.0 FEET NORTH OF
 AW4570'AND ABOUT THE SAME ELEVATION AS THE NORTH RAIL OF MAIN TRACK. IT IS
 AW4570'3.0 FEET SOUTHWEST OF A POWER POLE, AND 3.0 FEET EAST OF A 4X4-INCH
 AW4570'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.  A TEXAS RECLAMATION
 AW4570'DEPARTMENT STANDARD DISK, STAMPED TT 27 L 1930 AND SET IN THE TOP OF A
 AW4570'CONCRETE POST.
 AW4570
 AW4570                          STATION RECOVERY (1987)
 AW4570
 AW4570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4570'NOT RECOVERED.
 AW4570
 AW4570                          STATION RECOVERY (1995)
 AW4570
 AW4570'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0825 ***********************************************************************
 FM0825  DESIGNATION -  TT 28 L USGS
 FM0825  PID         -  FM0825
 FM0825  STATE/COUNTY-  TX/OLDHAM
 FM0825  USGS QUAD   -  ADY (1966)
 FM0825
 FM0825                         *CURRENT SURVEY CONTROL
 FM0825  ___________________________________________________________________
 FM0825* NAD 83(1986)-  35 29 40.     (N)    102 12 28.     (W)     SCALED    
 FM0825* NAVD 88     -       967.261  (meters)    3173.42   (feet)  ADJUSTED  
 FM0825  ___________________________________________________________________
 FM0825  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FM0825  DYNAMIC HT  -         966.134 (meters)    3169.72  (feet)  COMP
 FM0825  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 FM0825
 FM0825  VERT ORDER  -  FIRST     CLASS II
 FM0825
 FM0825.The horizontal coordinates were scaled from a topographic map and have
 FM0825.an estimated accuracy of +/- 6 seconds.
 FM0825
 FM0825.The orthometric height was determined by differential leveling
 FM0825.and adjusted by the National Geodetic Survey in June 1991..
 FM0825
 FM0825.The geoid height was determined by GEOID03.
 FM0825
 FM0825.The dynamic height is computed by dividing the NAVD 88
 FM0825.geopotential number by the normal gravity value computed on the
 FM0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0825.degrees latitude (g = 980.6199 gals.).
 FM0825
 FM0825.The modeled gravity was interpolated from observed gravity values.
 FM0825
 FM0825;                    North         East    Units  Estimated Accuracy
 FM0825;SPC TX N     - 1,166,020.      135,790.      MT  (+/- 180 meters Scaled)
 FM0825
 FM0825                          SUPERSEDED SURVEY CONTROL
 FM0825
 FM0825.No superseded survey control is available for this station.
 FM0825
 FM0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV532314(NAD 83)
 FM0825_MARKER: DB = BENCH MARK DISK
 FM0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0825_SP_SET: CONCRETE POST
 FM0825_STAMPING: TT 28 L 1933
 FM0825_MARK LOGO: USGS  
 FM0825_PROJECTION: PROJECTING 3 CENTIMETERS
 FM0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0825+STABILITY: SURFACE MOTION
 FM0825
 FM0825  HISTORY     - Date     Condition        Report By
 FM0825  HISTORY     - 1933     MONUMENTED       USGS
 FM0825  HISTORY     - 1985     GOOD             NGS
 FM0825
 FM0825                          STATION DESCRIPTION
 FM0825
 FM0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0825'49.5 KM (30.75 MI) NW FROM AMARILLO.
 FM0825'49.5 KM (30.7 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0825'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 30.5 M (100.1 FT) NORTHEAST
 FM0825'OF THE CENTERLINE OF THE HIGHWAY, 15.8 M (51.8 FT) NORTHWEST OF THE
 FM0825'CENTER OF A DIRT ROAD LEADING NORTHEAST, 11.9 M (39.0 FT) SOUTHWEST OF
 FM0825'THE NEAR RAIL, AND 3.3 M (10.9 FT) EAST OF A UTILITY POLE.
 FM0825'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 FM0825'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0192 ***********************************************************************
 AX0192  DESIGNATION -  TT 29
 AX0192  PID         -  AX0192
 AX0192  STATE/COUNTY-  TX/FORT BEND
 AX0192  USGS QUAD   -  WALLIS (1980)
 AX0192
 AX0192                         *CURRENT SURVEY CONTROL
 AX0192  ___________________________________________________________________
 AX0192* NAD 83(1986)-  29 40 32.     (N)    096 00 47.     (W)     SCALED    
 AX0192* NAVD 88     -        33.36   (+/-2cm)     109.4    (feet)  VERTCON   
 AX0192  ___________________________________________________________________
 AX0192  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0192
 AX0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0192
 AX0192.The horizontal coordinates were scaled from a topographic map and have
 AX0192.an estimated accuracy of +/- 6 seconds.
 AX0192
 AX0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0192.The vertical order pertains to the NGVD 29 superseded value.
 AX0192
 AX0192.The geoid height was determined by GEOID03.
 AX0192
 AX0192;                    North         East    Units  Estimated Accuracy
 AX0192;SPC TXSC     - 4,207,860.      889,070.      MT  (+/- 180 meters Scaled)
 AX0192
 AX0192                          SUPERSEDED SURVEY CONTROL
 AX0192
 AX0192  NGVD 29 (??/??/92)   33.348  (m)          109.41   (f) ADJ UNCH    2 0
 AX0192
 AX0192.Superseded values are not recommended for survey control.
 AX0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0192.See file dsdata.txt to determine how the superseded data were derived.
 AX0192
 AX0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT890865(NAD 83)
 AX0192_MARKER: DD = SURVEY DISK
 AX0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0192_STAMPING: TT 29 L 1930
 AX0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0192+STABILITY: SURFACE MOTION
 AX0192
 AX0192  HISTORY     - Date     Condition        Report By
 AX0192  HISTORY     - 1930     MONUMENTED
 AX0192  HISTORY     - 1943     GOOD             NGS
 AX0192  HISTORY     - 1960     POOR             USGS
 AX0192  HISTORY     - 19980208 POOR             USPSQD
 AX0192  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AX0192
 AX0192                          STATION DESCRIPTION
 AX0192
 AX0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0192'2.15 MI W FROM SIMONTON.
 AX0192'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0192'STATION AT SIMONTON-- PROCEED 2.15 MILES WESTERLY ALONG THE RAILROAD
 AX0192'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE EAST OF MILEPOST
 AX0192'41, AND 44.0 FEET SOUTH OF AND ABOUT 7.0 FEET BELOW THE SOUTH RAIL OF
 AX0192'TRACK.  IT IS 16.0 FEET WEST OF THE EAST END OF TRESTLE NO 40.49, 11.0
 AX0192'FEET EAST OF A FENCE CORNER, 1.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 AX0192'AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AX0192'0.3 FOOT.  A TEXAS RECLAMATION DEPARTMENT STANDARD DISK, STAMPED TT 29
 AX0192'L 1930 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM IS LEANING
 AX0192'TOWARD THE EAST.
 AX0192
 AX0192                          STATION RECOVERY (1960)
 AX0192
 AX0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AX0192'MARK RECOVERED IN POOR CONDITION.
 AX0192
 AX0192                          STATION RECOVERY (1998)
 AX0192
 AX0192'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0192'MARK RECOVERED IN POOR CONDITION.
 AX0192
 AX0192                          STATION RECOVERY (2004)
 AX0192
 AX0192'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0081 ***********************************************************************
 AZ0081  DESIGNATION -  TT 3 C USGS
 AZ0081  PID         -  AZ0081
 AZ0081  STATE/COUNTY-  TX/KINNEY
 AZ0081  USGS QUAD   -  ODLAW (1974)
 AZ0081
 AZ0081                         *CURRENT SURVEY CONTROL
 AZ0081  ___________________________________________________________________
 AZ0081* NAD 83(1986)-  29 14 06.     (N)    100 10 14.     (W)     SCALED    
 AZ0081* NAVD 88     -       336.086  (meters)    1102.64   (feet)  POSTED    
 AZ0081  ___________________________________________________________________
 AZ0081  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0081  DYNAMIC HT  -         335.600 (meters)    1101.05  (feet)  COMP
 AZ0081  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AZ0081
 AZ0081  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0081
 AZ0081.The horizontal coordinates were scaled from a topographic map and have
 AZ0081.an estimated accuracy of +/- 6 seconds.
 AZ0081
 AZ0081.The orthometric height was determined by differential leveling
 AZ0081.and adjusted by the National Geodetic Survey in 1992..
 AZ0081.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0081.rate of 0.0 thru 1.0 mm/km.
 AZ0081
 AZ0081.The geoid height was determined by GEOID03.
 AZ0081
 AZ0081.The dynamic height is computed by dividing the NAVD 88
 AZ0081.geopotential number by the normal gravity value computed on the
 AZ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0081.degrees latitude (g = 980.6199 gals.).
 AZ0081
 AZ0081.The modeled gravity was interpolated from observed gravity values.
 AZ0081
 AZ0081;                    North         East    Units  Estimated Accuracy
 AZ0081;SPC TXSC     - 4,155,910.      486,220.      MT  (+/- 180 meters Scaled)
 AZ0081
 AZ0081                          SUPERSEDED SURVEY CONTROL
 AZ0081
 AZ0081  NGVD 29 (??/??/92)  335.981  (m)         1102.30   (f) ADJ UNCH    1 2
 AZ0081
 AZ0081.Superseded values are not recommended for survey control.
 AZ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0081.See file dsdata.txt to determine how the superseded data were derived.
 AZ0081
 AZ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT862345(NAD 83)
 AZ0081_MARKER: DD = SURVEY DISK
 AZ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0081_STAMPING: T T 3 C 1937 1102
 AZ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0081+STABILITY: SURFACE MOTION
 AZ0081
 AZ0081  HISTORY     - Date     Condition        Report By
 AZ0081  HISTORY     - 1937     MONUMENTED       USGS
 AZ0081  HISTORY     - 1957     GOOD             NGS
 AZ0081  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0081
 AZ0081                          STATION DESCRIPTION
 AZ0081
 AZ0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0081'5.5 MI W FROM CLINE.
 AZ0081'5.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0081'STATION AT CLINE, 101 FEET WEST OF THE STATION SIGN AT ODLAW, 78 FEET
 AZ0081'EAST OF THE 5TH POLE EAST OF MILEPOST 325, 39.5 FEET SOUTH OF THE
 AZ0081'SOUTH RAIL OF THE MAIN TRACK, 1.6 FEET NORTH OF A FENCE, 1 FOOT SOUTH
 AZ0081'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AZ0081'0.3 FOOT ABOVE THE GROUND.
 AZ0081
 AZ0081                          STATION RECOVERY (1982)
 AZ0081
 AZ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0081'MARK NOT RECOVERED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1081 ***********************************************************************
 FL1081  DESIGNATION -  TT 3 L USGS
 FL1081  PID         -  FL1081
 FL1081  STATE/COUNTY-  TX/POTTER
 FL1081  USGS QUAD   -  CLIFFSIDE (1973)
 FL1081
 FL1081                         *CURRENT SURVEY CONTROL
 FL1081  ___________________________________________________________________
 FL1081* NAD 83(1986)-  35 15 55.     (N)    101 54 57.     (W)     SCALED    
 FL1081* NAVD 88     -      1038.309  (meters)    3406.52   (feet)  ADJUSTED  
 FL1081  ___________________________________________________________________
 FL1081  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1081  DYNAMIC HT  -        1037.085 (meters)    3402.50  (feet)  COMP
 FL1081  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 FL1081
 FL1081  VERT ORDER  -  FIRST     CLASS II
 FL1081
 FL1081.The horizontal coordinates were scaled from a topographic map and have
 FL1081.an estimated accuracy of +/- 6 seconds.
 FL1081
 FL1081.The orthometric height was determined by differential leveling
 FL1081.and adjusted by the National Geodetic Survey in June 1991..
 FL1081
 FL1081.The geoid height was determined by GEOID03.
 FL1081
 FL1081.The dynamic height is computed by dividing the NAVD 88
 FL1081.geopotential number by the normal gravity value computed on the
 FL1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1081.degrees latitude (g = 980.6199 gals.).
 FL1081
 FL1081.The modeled gravity was interpolated from observed gravity values.
 FL1081
 FL1081;                    North         East    Units  Estimated Accuracy
 FL1081;SPC TX N     - 1,140,450.      162,170.      MT  (+/- 180 meters Scaled)
 FL1081
 FL1081                          SUPERSEDED SURVEY CONTROL
 FL1081
 FL1081  NGVD 29 (??/??/92) 1037.820  (m)         3404.91   (f) ADJ UNCH    1 2
 FL1081
 FL1081.Superseded values are not recommended for survey control.
 FL1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1081.See file dsdata.txt to determine how the superseded data were derived.
 FL1081
 FL1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE347063(NAD 83)
 FL1081_MARKER: DD = SURVEY DISK
 FL1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1081_STAMPING: 3L 1928
 FL1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1081+STABILITY: SURFACE MOTION
 FL1081
 FL1081  HISTORY     - Date     Condition        Report By
 FL1081  HISTORY     - 1928     MONUMENTED       USGS
 FL1081  HISTORY     - 1933     GOOD             NGS
 FL1081  HISTORY     - 1935     GOOD             NGS
 FL1081  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1081
 FL1081                          STATION DESCRIPTION
 FL1081
 FL1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FL1081'5.0 MI SE FROM GENTRY.
 FL1081'5.0 MILES SOUTHEAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FL1081'CITY RAILROAD.  0.5 MILES SOUTH OF CLIFFSIDE, 180 FEET NORTH AND 40
 FL1081'FEET WEST FROM THE CENTER OF THE ROAD CROSSING, 12 FEET SOUTH OF THE
 FL1081'ROAD, ON THE EAST SIDE OF THE TRACK, TO CLIFFSIDE, AT THE EDGE OF
 FL1081'RAILROAD RIGHT-OF-WAY FENCE.
 FL1081
 FL1081                          STATION RECOVERY (1935)
 FL1081
 FL1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL1081'RECOVERED IN GOOD CONDITION.
 FL1081
 FL1081                          STATION RECOVERY (1985)
 FL1081
 FL1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1081'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1183 ***********************************************************************
 DM1183  DESIGNATION -  TT 3 T
 DM1183  PID         -  DM1183
 DM1183  STATE/COUNTY-  TX/BOWIE
 DM1183  USGS QUAD   -  DANIELS CHAPEL (1975)
 DM1183
 DM1183                         *CURRENT SURVEY CONTROL
 DM1183  ___________________________________________________________________
 DM1183* NAD 83(1993)-  33 35 52.45623(N)    094 29 43.15996(W)     ADJUSTED  
 DM1183* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 DM1183  ___________________________________________________________________
 DM1183  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DM1183  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM1183
 DM1183  HORZ ORDER  -  SECOND
 DM1183
 DM1183.The horizontal coordinates were established by classical geodetic methods
 DM1183.and adjusted by the National Geodetic Survey in September 1999..
 DM1183
 DM1183.The orthometric height was scaled from a topographic map.
 DM1183
 DM1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1183
 DM1183.The geoid height was determined by GEOID03.
 DM1183
 DM1183;                    North         East     Units Scale Factor Converg.
 DM1183;SPC TXNC     - 2,221,242.144   971,584.885   MT  0.99991795   +2 11 02.9
 DM1183;SPC TXNC     - 7,287,525.27  3,187,608.08   sFT  0.99991795   +2 11 02.9
 DM1183;UTM  15      - 3,718,575.870   361,256.841   MT  0.99983732   -0 49 39.3
 DM1183
 DM1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1183!SPC TXNC     -   0.99998728  x   0.99991795  =   0.99990523
 DM1183!UTM  15      -   0.99998728  x   0.99983732  =   0.99982460
 DM1183
 DM1183                          SUPERSEDED SURVEY CONTROL
 DM1183
 DM1183  NAD 83(1993)-  33 35 52.45780(N)    094 29 43.15851(W) AD(       ) 2
 DM1183  NAD 83(1993)-  33 35 52.45810(N)    094 29 43.15825(W) AD(       ) 2
 DM1183  NAD 83(1986)-  33 35 52.46075(N)    094 29 43.14906(W) AD(       ) 2
 DM1183  NAD 27      -  33 35 52.04300(N)    094 29 42.40900(W) AD(       ) 2
 DM1183
 DM1183.Superseded values are not recommended for survey control.
 DM1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1183.See file dsdata.txt to determine how the superseded data were derived.
 DM1183
 DM1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6125718576(NAD 83)
 DM1183_MARKER: DH = HORIZONTAL CONTROL DISK
 DM1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1183_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1183+STABILITY: SURFACE MOTION
 DM1183
 DM1183  HISTORY     - Date     Condition        Report By
 DM1183  HISTORY     - 1952     MONUMENTED       USGS
 DM1183
 DM1183                          STATION DESCRIPTION
 DM1183
 DM1183'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (DAJ)
 DM1183'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF DEKALB ON
 DM1183'THE GROUNDS OF THE ALMONT (COLORED) SCHOOL.  IT IS 106 FEET
 DM1183'SOUTH OF THE CENTERLINE OF A ROAD, 6 FEET NORTH OF THE NORTHEAST
 DM1183'CORNER OF A (COLORED) CHURCH BUILDING.  IT IS A STANDARD U.S.G.S.
 DM1183'BRONZE DISK SET IN A 4 X 4 CONCRETE POST.  THE MARK IS SET
 DM1183'FLUSH WITH THE GROUND AND THE DISK IS STAMPED TT 3 T 1948.
 DM1183'
 DM1183'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1183'ALMONT TT 3 T (USGS) AND THE DISTANCE IS 224.13 FEET OR 68.314
 DM1183'METERS.
 DM1183'
 DM1183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DM1183'FARM ROAD 992 IN DEKALB GO NORTH AND NORTHEASTERLY ON FARM ROAD
 DM1183'992 FOR 5.3 MILES TO THE END OF BLACK TOP AND A FORKS.  TAKE
 DM1183'LEFT FORKS AND GO 2.4 MILE TO A FORKS.  TAKE RIGHT FORK AND GO
 DM1183'2.4 MILES TO A CROSSROADS AND SCHOOL IN SOUTHEAST ANGLE,
 DM1183'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO CHURCH ON RIGHT AND
 DM1183'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0232 ***********************************************************************
 FM0232  DESIGNATION -  TT 30 L USGS
 FM0232  PID         -  FM0232
 FM0232  STATE/COUNTY-  TX/POTTER
 FM0232  USGS QUAD   -  ADY (1966)
 FM0232
 FM0232                         *CURRENT SURVEY CONTROL
 FM0232  ___________________________________________________________________
 FM0232* NAD 83(1986)-  35 29 04.     (N)    102 07 51.     (W)     SCALED    
 FM0232* NAVD 88     -       959.614  (meters)    3148.33   (feet)  POSTED    
 FM0232  ___________________________________________________________________
 FM0232  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FM0232  DYNAMIC HT  -         958.500 (meters)    3144.68  (feet)  COMP
 FM0232  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 FM0232
 FM0232  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FM0232
 FM0232.The horizontal coordinates were scaled from a topographic map and have
 FM0232.an estimated accuracy of +/- 6 seconds.
 FM0232
 FM0232.The orthometric height was determined by differential leveling
 FM0232.and adjusted by the National Geodetic Survey in 1992..
 FM0232.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FM0232.rate of 3.1 thru 4.0 mm/km.
 FM0232
 FM0232.The geoid height was determined by GEOID03.
 FM0232
 FM0232.The dynamic height is computed by dividing the NAVD 88
 FM0232.geopotential number by the normal gravity value computed on the
 FM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0232.degrees latitude (g = 980.6199 gals.).
 FM0232
 FM0232.The modeled gravity was interpolated from observed gravity values.
 FM0232
 FM0232;                    North         East    Units  Estimated Accuracy
 FM0232;SPC TX N     - 1,164,860.      142,760.      MT  (+/- 180 meters Scaled)
 FM0232
 FM0232                          SUPERSEDED SURVEY CONTROL
 FM0232
 FM0232  NGVD 29 (??/??/92)  959.157  (m)         3146.83   (f) ADJ UNCH    1 2
 FM0232
 FM0232.Superseded values are not recommended for survey control.
 FM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0232.See file dsdata.txt to determine how the superseded data were derived.
 FM0232
 FM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV603305(NAD 83)
 FM0232_MARKER: DD = SURVEY DISK
 FM0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0232_STAMPING: 30L 1933
 FM0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0232+STABILITY: SURFACE MOTION
 FM0232
 FM0232  HISTORY     - Date     Condition        Report By
 FM0232  HISTORY     - 1933     MONUMENTED       USGS
 FM0232  HISTORY     - 1933     GOOD             NGS
 FM0232  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0232
 FM0232                          STATION DESCRIPTION
 FM0232
 FM0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0232'7.2 MI NW FROM BODEN.
 FM0232'7.2 MILES NORTH WEST OF THE SECTION HOUSE.  ALONG THE FORT WORTH AND
 FM0232'DENVER CITY RAILROAD.  AT PUBLIC ROAD CROSSING, 47 FEET SOUTH WEST OF
 FM0232'THE CENTER LINE OF THE TRACKS AND SOUTH EAST OF THE ROAD IN THE CORNER
 FM0232'OF THE RIGHT-OF-WAY FENCE.
 FM0232
 FM0232                          STATION RECOVERY (1985)
 FM0232
 FM0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0232'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0235 ***********************************************************************
 FM0235  DESIGNATION -  TT 31 L USGS
 FM0235  PID         -  FM0235
 FM0235  STATE/COUNTY-  TX/POTTER
 FM0235  USGS QUAD   -  BODEN (1966)
 FM0235
 FM0235                         *CURRENT SURVEY CONTROL
 FM0235  ___________________________________________________________________
 FM0235* NAD 83(1986)-  35 26 45.     (N)    102 05 29.     (W)     SCALED    
 FM0235* NAVD 88     -       961.919  (meters)    3155.90   (feet)  ADJUSTED  
 FM0235  ___________________________________________________________________
 FM0235  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FM0235  DYNAMIC HT  -         960.794 (meters)    3152.20  (feet)  COMP
 FM0235  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 FM0235
 FM0235  VERT ORDER  -  FIRST     CLASS II
 FM0235
 FM0235.The horizontal coordinates were scaled from a topographic map and have
 FM0235.an estimated accuracy of +/- 6 seconds.
 FM0235
 FM0235.The orthometric height was determined by differential leveling
 FM0235.and adjusted by the National Geodetic Survey in June 1991..
 FM0235
 FM0235.The geoid height was determined by GEOID03.
 FM0235
 FM0235.The dynamic height is computed by dividing the NAVD 88
 FM0235.geopotential number by the normal gravity value computed on the
 FM0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0235.degrees latitude (g = 980.6199 gals.).
 FM0235
 FM0235.The modeled gravity was interpolated from observed gravity values.
 FM0235
 FM0235;                    North         East    Units  Estimated Accuracy
 FM0235;SPC TX N     - 1,160,560.      146,310.      MT  (+/- 180 meters Scaled)
 FM0235
 FM0235                          SUPERSEDED SURVEY CONTROL
 FM0235
 FM0235  NGVD 29 (??/??/92)  961.460  (m)         3154.39   (f) ADJ UNCH    1 2
 FM0235
 FM0235.Superseded values are not recommended for survey control.
 FM0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0235.See file dsdata.txt to determine how the superseded data were derived.
 FM0235
 FM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV640263(NAD 83)
 FM0235_MARKER: DD = SURVEY DISK
 FM0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0235_STAMPING: 31L 1933
 FM0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0235+STABILITY: SURFACE MOTION
 FM0235
 FM0235  HISTORY     - Date     Condition        Report By
 FM0235  HISTORY     - 1933     MONUMENTED       USGS
 FM0235  HISTORY     - 1933     GOOD             NGS
 FM0235  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0235
 FM0235                          STATION DESCRIPTION
 FM0235
 FM0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0235'3.7 MI NW FROM BODEN.
 FM0235'3.7 MILES NORTH WEST OF THE SECTION HOUSE.  ALONG THE FORT WORTH AND
 FM0235'DENVER CITY RAILROAD.  AT PUBLIC ROAD CROSSING, IN THE CORNER OF THE
 FM0235'RIGHT-OF-WAY FENCE SOUTH OF THE ROAD AND 47 FEET WEST OF THE CENTER
 FM0235'LINE OF THE TRACKS.
 FM0235
 FM0235                          STATION RECOVERY (1985)
 FM0235
 FM0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0235'THIS MARK MAY HAVE BEEN DESTORYED BY UNDERGROUND CABLE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1232 ***********************************************************************
 CR1232  DESIGNATION -  TT 31 WM USGS 1950
 CR1232  PID         -  CR1232
 CR1232  STATE/COUNTY-  TX/UPSHUR
 CR1232  USGS QUAD   -  PRITCHETT (1981)
 CR1232
 CR1232                         *CURRENT SURVEY CONTROL
 CR1232  ___________________________________________________________________
 CR1232* NAD 83(1993)-  32 40 06.43650(N)    095 05 49.26279(W)     ADJUSTED  
 CR1232* NAVD 88     -       178.90   (+/-2cm)     586.9    (feet)  VERTCON   
 CR1232  ___________________________________________________________________
 CR1232  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CR1232  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CR1232
 CR1232  HORZ ORDER  -  SECOND
 CR1232  VERT ORDER  -  THIRD ? (See Below)
 CR1232
 CR1232.The horizontal coordinates were established by classical geodetic methods
 CR1232.and adjusted by the National Geodetic Survey in February 1996..
 CR1232
 CR1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1232.The vertical order pertains to the NGVD 29 superseded value.
 CR1232
 CR1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1232
 CR1232.The geoid height was determined by GEOID03.
 CR1232
 CR1232;                    North         East     Units Scale Factor Converg.
 CR1232;SPC TXNC     - 2,116,257.328   919,114.369   MT  0.99989484   +1 51 21.5
 CR1232;SPC TXNC     - 6,943,087.58  3,015,461.06   sFT  0.99989484   +1 51 21.5
 CR1232;UTM  15      - 3,616,475.703   303,357.526   MT  1.00007683   -1 07 56.2
 CR1232
 CR1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1232!SPC TXNC     -   0.99997608  x   0.99989484  =   0.99987093
 CR1232!UTM  15      -   0.99997608  x   1.00007683  =   1.00005291
 CR1232
 CR1232                          SUPERSEDED SURVEY CONTROL
 CR1232
 CR1232  NAD 83(1986)-  32 40 06.44307(N)    095 05 49.24912(W) AD(       ) 2
 CR1232  NAD 27      -  32 40 05.94340(N)    095 05 48.45650(W) AD(       ) 2
 CR1232  NGVD 29 (07/19/86)  178.92   (m)          587.0    (f) LEVELING    3  
 CR1232
 CR1232.Superseded values are not recommended for survey control.
 CR1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1232.See file dsdata.txt to determine how the superseded data were derived.
 CR1232
 CR1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS0335816476(NAD 83)
 CR1232_MARKER: DB = BENCH MARK DISK
 CR1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1232+STABILITY: SURFACE MOTION
 CR1232
 CR1232  HISTORY     - Date     Condition        Report By
 CR1232  HISTORY     - 1950     MONUMENTED       CGS
 CR1232  HISTORY     - 20040608 MARK NOT FOUND   USPSQD
 CR1232
 CR1232                          STATION DESCRIPTION
 CR1232
 CR1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1232'STATION IS LOCATED ABOUT 5-1/4 MILES NORTH OF BIG SANDY,
 CR1232'12-1/2 MILES NORTHWEST OF GLADEWATER AND 3 MILES EAST OF THE
 CR1232'WOOD-UPSHUR COUNTY LINE.  IT IS ON PROPERTY OWNED BY MR.
 CR1232'SYLVESTER CURRY AND ABOUT 150 FEET NORTHWEST OF MR. CURRYS
 CR1232'HOUSE, 2 FEET WEST OF A FENCE CORNER, 51 FEET NORTHEAST OF
 CR1232'A TREE WITH TWO TRUNKS AND ABOUT 90 FEET NORTH OF A GATE,
 CR1232'THE ENTRANCE TO THE FIELD.  THE MARK IS A 6 BY 6 INCH CONCRETE
 CR1232'POST THAT PROJECTS ABOUT 6 INCHES, MARKED WITH A STANDARD
 CR1232'USGS BENCH MARK DISC THAT IS STAMPED, TT 31 WM 1949.  A
 CR1232'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CR1232'CURRY TO THIS STATION WITH THE FOLLOWING RESULTS.  TRAVERSE
 CR1232'DISTANCE--28.484 METERS (93.45 FT.)
 CR1232'
 CR1232'THE STATION WAS REACHED FROM THE JUNCTION OF STATE ROUTE
 CR1232'155 AND U.S. HIGHWAY 80 IN BIG SANDY BY GOING NORTHERLY ON
 CR1232'STATE ROUTE 155 FOR 0.90 MILE TO A DIRT ROAD TO THE LEFT.
 CR1232'TURN LEFT ON DIRT ROAD AND GO 1.45 MILES TO A FORKS.  TAKE
 CR1232'LEFT FORK AND GO 1.95 MILES TO A FORKS.  THENCE RIGHT FORK
 CR1232'AND GO 1.05 MILES TO A FORKS.  THENCE RIGHT FORK FOR 1.20
 CR1232'MILES TO A SMALL WHITE HOUSE ON THE LEFT (MR. CURRYS RESIDENCE)
 CR1232'AT THE SUMMIT OF A GRADE.  TURN LEFT AND CONTINUE PAST HOUSE
 CR1232'TO GATE IN FENCE AND THE STATION SITE NORTH OF THIS GATE AS
 CR1232'DESCRIBED ABOVE.
 CR1232
 CR1232                          STATION RECOVERY (2004)
 CR1232
 CR1232'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0239 ***********************************************************************
 FM0239  DESIGNATION -  TT 32 L USGS
 FM0239  PID         -  FM0239
 FM0239  STATE/COUNTY-  TX/POTTER
 FM0239  USGS QUAD   -  BODEN (1966)
 FM0239
 FM0239                         *CURRENT SURVEY CONTROL
 FM0239  ___________________________________________________________________
 FM0239* NAD 83(1986)-  35 23 58.     (N)    102 03 51.     (W)     SCALED    
 FM0239* NAVD 88     -       988.799  (meters)    3244.08   (feet)  ADJUSTED  
 FM0239  ___________________________________________________________________
 FM0239  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FM0239  DYNAMIC HT  -         987.635 (meters)    3240.27  (feet)  COMP
 FM0239  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 FM0239
 FM0239  VERT ORDER  -  FIRST     CLASS II
 FM0239
 FM0239.The horizontal coordinates were scaled from a topographic map and have
 FM0239.an estimated accuracy of +/- 6 seconds.
 FM0239
 FM0239.The orthometric height was determined by differential leveling
 FM0239.and adjusted by the National Geodetic Survey in June 1991..
 FM0239
 FM0239.The geoid height was determined by GEOID03.
 FM0239
 FM0239.The dynamic height is computed by dividing the NAVD 88
 FM0239.geopotential number by the normal gravity value computed on the
 FM0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0239.degrees latitude (g = 980.6199 gals.).
 FM0239
 FM0239.The modeled gravity was interpolated from observed gravity values.
 FM0239
 FM0239;                    North         East    Units  Estimated Accuracy
 FM0239;SPC TX N     - 1,155,400.      148,760.      MT  (+/- 180 meters Scaled)
 FM0239
 FM0239                          SUPERSEDED SURVEY CONTROL
 FM0239
 FM0239  NGVD 29 (??/??/92)  988.330  (m)         3242.55   (f) ADJ UNCH    1 2
 FM0239
 FM0239.Superseded values are not recommended for survey control.
 FM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0239.See file dsdata.txt to determine how the superseded data were derived.
 FM0239
 FM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV666213(NAD 83)
 FM0239_MARKER: DD = SURVEY DISK
 FM0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0239_STAMPING: TT 32L 3243 1933
 FM0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0239+STABILITY: SURFACE MOTION
 FM0239
 FM0239  HISTORY     - Date     Condition        Report By
 FM0239  HISTORY     - 1933     MONUMENTED       USGS
 FM0239  HISTORY     - 1933     GOOD             NGS
 FM0239  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0239
 FM0239                          STATION DESCRIPTION
 FM0239
 FM0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0239'IN BODEN.
 FM0239'ALONG THE FORT WORTH AND DENVER CITY RAILROAD.  AT DEPOT 7 1/2 POLES
 FM0239'SOUTH EAST OF MILE POLE NO. 358.  50 FEET SOUTH EAST OF THE SOUTH EAST
 FM0239'END OF THE SECTION HOUSE IN THE CORNER OF THE FENCE, 33 FEET NORTH
 FM0239'EAST OF THE CENTER LINE OF THE TRACKS.
 FM0239
 FM0239                          STATION RECOVERY (1985)
 FM0239
 FM0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0239'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1326 ***********************************************************************
 FL1326  DESIGNATION -  TT 34 L
 FL1326  PID         -  FL1326
 FL1326  STATE/COUNTY-  TX/MOORE
 FL1326  USGS QUAD   -  MASTERSON (1953)
 FL1326
 FL1326                         *CURRENT SURVEY CONTROL
 FL1326  ___________________________________________________________________
 FL1326* NAD 83(1986)-  35 38 52.     (N)    101 59 32.     (W)     SCALED    
 FL1326* NAVD 88     -      1138.408  (meters)    3734.93   (feet)  ADJUSTED  
 FL1326  ___________________________________________________________________
 FL1326  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1326  DYNAMIC HT  -        1137.073 (meters)    3730.55  (feet)  COMP
 FL1326  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 FL1326
 FL1326  VERT ORDER  -  SECOND    CLASS 0
 FL1326
 FL1326.The horizontal coordinates were scaled from a topographic map and have
 FL1326.an estimated accuracy of +/- 6 seconds.
 FL1326
 FL1326.The orthometric height was determined by differential leveling
 FL1326.and adjusted by the National Geodetic Survey in June 1991..
 FL1326
 FL1326.The geoid height was determined by GEOID03.
 FL1326
 FL1326.The dynamic height is computed by dividing the NAVD 88
 FL1326.geopotential number by the normal gravity value computed on the
 FL1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1326.degrees latitude (g = 980.6199 gals.).
 FL1326
 FL1326.The modeled gravity was interpolated from observed gravity values.
 FL1326
 FL1326;                    North         East    Units  Estimated Accuracy
 FL1326;SPC TX N     - 1,182,910.      155,430.      MT  (+/- 180 meters Scaled)
 FL1326
 FL1326                          SUPERSEDED SURVEY CONTROL
 FL1326
 FL1326  NGVD 29 (??/??/92) 1137.855  (m)         3733.11   (f) ADJ UNCH    2 0
 FL1326
 FL1326.Superseded values are not recommended for survey control.
 FL1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1326.See file dsdata.txt to determine how the superseded data were derived.
 FL1326
 FL1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE290490(NAD 83)
 FL1326_MARKER: DD = SURVEY DISK
 FL1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1326_STAMPING: TT-34-L 1933
 FL1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1326+STABILITY: SURFACE MOTION
 FL1326
 FL1326  HISTORY     - Date     Condition        Report By
 FL1326  HISTORY     - 1933     MONUMENTED       USGS
 FL1326  HISTORY     - 1934     GOOD             NGS
 FL1326
 FL1326                          STATION DESCRIPTION
 FL1326
 FL1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1326'15.9 MI SE FROM DUMAS.
 FL1326'15.9 MILES SE OF AND ALONG THE S.F.R.R. 110 YARDS NW OF MILE POST 36
 FL1326'AND SANTA FE B. M.  54 FT. NE OF CENTER OF TRACK.  AT A JOG IN FENCE
 FL1326'LINE.  2 FT. SE OF NE AND SW FENCE LINE AND 45 FT. SW OF NW AND SE
 FL1326'FENCE LINE.  FENCE POST IS PAINTED 3733.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0178 ***********************************************************************
 FM0178  DESIGNATION -  TT 35 L
 FM0178  PID         -  FM0178
 FM0178  STATE/COUNTY-  TX/MOORE
 FM0178  USGS QUAD   -  BAUTISTA (1971)
 FM0178
 FM0178                         *CURRENT SURVEY CONTROL
 FM0178  ___________________________________________________________________
 FM0178* NAD 83(1993)-  35 41 25.74164(N)    102 00 54.15830(W)     ADJUSTED  
 FM0178* NAVD 88     -      1137.174  (meters)    3730.88   (feet)  ADJUSTED  
 FM0178  ___________________________________________________________________
 FM0178  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 FM0178  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FM0178  DYNAMIC HT  -        1135.835 (meters)    3726.49  (feet)  COMP
 FM0178  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 FM0178
 FM0178  HORZ ORDER  -  SECOND
 FM0178  VERT ORDER  -  SECOND    CLASS 0
 FM0178
 FM0178.The horizontal coordinates were established by classical geodetic methods
 FM0178.and adjusted by the National Geodetic Survey in February 1996..
 FM0178
 FM0178.The orthometric height was determined by differential leveling
 FM0178.and adjusted by the National Geodetic Survey in June 1991..
 FM0178.WARNING-Repeat measurements at this control monument indicate possible
 FM0178.vertical movement.
 FM0178
 FM0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0178
 FM0178.The geoid height was determined by GEOID03.
 FM0178
 FM0178.The dynamic height is computed by dividing the NAVD 88
 FM0178.geopotential number by the normal gravity value computed on the
 FM0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0178.degrees latitude (g = 980.6199 gals.).
 FM0178
 FM0178.The modeled gravity was interpolated from observed gravity values.
 FM0178
 FM0178;                    North         East     Units Scale Factor Converg.
 FM0178;SPC TX N     - 1,187,659.241   153,384.794   MT  0.99992215   -0 17 54.6
 FM0178;SPC TX N     - 3,896,512.03    503,229.94   sFT  0.99992215   -0 17 54.6
 FM0178;UTM  13      - 3,953,726.545   770,113.634   MT  1.00049918   +1 44 33.0
 FM0178;UTM  14      - 3,953,809.817   227,162.854   MT  1.00051741   -1 45 36.3
 FM0178
 FM0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0178!SPC TX N     -   0.99982566  x   0.99992215  =   0.99974782
 FM0178!UTM  13      -   0.99982566  x   1.00049918  =   1.00032475
 FM0178!UTM  14      -   0.99982566  x   1.00051741  =   1.00034298
 FM0178
 FM0178                          SUPERSEDED SURVEY CONTROL
 FM0178
 FM0178  NAD 83(1993)-  35 41 25.74156(N)    102 00 54.15667(W) AD(       ) 2
 FM0178  NAD 83(1986)-  35 41 25.74925(N)    102 00 54.14863(W) AD(       ) 2
 FM0178  NAD 27      -  35 41 25.59800(N)    102 00 52.48400(W) AD(       ) 2
 FM0178  NGVD 29 (??/??/92) 1136.620  (m)         3729.06   (f) ADJ UNCH    2 0
 FM0178
 FM0178.Superseded values are not recommended for survey control.
 FM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0178.See file dsdata.txt to determine how the superseded data were derived.
 FM0178
 FM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV7011453727(NAD 83)
 FM0178_MARKER: DB = BENCH MARK DISK
 FM0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0178_STAMPING: T T 35 L 1933
 FM0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0178+STABILITY: SURFACE MOTION
 FM0178
 FM0178  HISTORY     - Date     Condition        Report By
 FM0178  HISTORY     - 1933     MONUMENTED       USGS
 FM0178  HISTORY     - 1943     GOOD             NGS
 FM0178  HISTORY     - 1947     GOOD             NGS
 FM0178
 FM0178                          STATION DESCRIPTION
 FM0178
 FM0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FM0178'12.7 MI S FROM DUMAS.
 FM0178'ABOUT 12.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FM0178'THE STATION AT DUMAS, MOORE COUNTY, SET AT THE CROSSING OF A EAST-WEST
 FM0178'ROAD, 67.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF
 FM0178'A NORTH-SOUTH FENCE, 98.0 FEET EAST OF THE EAST RAIL, 15.0 FEET SOUTH
 FM0178'OF A FENCE CORNER POST, PROJECTING ABOUT 7-INCHES ABOVE THE GROUND.
 FM0178
 FM0178                          STATION RECOVERY (1947)
 FM0178
 FM0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 FM0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0608 ***********************************************************************
 AO0608  DESIGNATION -  TT 36 BR
 AO0608  PID         -  AO0608
 AO0608  STATE/COUNTY-  TX/MCMULLEN
 AO0608  USGS QUAD   -  LOMA ALTA NE (1969)
 AO0608
 AO0608                         *CURRENT SURVEY CONTROL
 AO0608  ___________________________________________________________________
 AO0608* NAD 83(1993)-  28 14 18.38099(N)    098 30 47.98107(W)     ADJUSTED  
 AO0608* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 AO0608  ___________________________________________________________________
 AO0608  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AO0608  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AO0608
 AO0608  HORZ ORDER  -  THIRD
 AO0608
 AO0608.The horizontal coordinates were established by classical geodetic methods
 AO0608.and adjusted by the National Geodetic Survey in February 1996..
 AO0608
 AO0608.The orthometric height was scaled from a topographic map.
 AO0608
 AO0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0608
 AO0608.The geoid height was determined by GEOID03.
 AO0608
 AO0608;                    North         East     Units Scale Factor Converg.
 AO0608;SPC TXSC     - 4,044,998.609   647,766.175   MT  1.00004474   +0 14 18.3
 AO0608;SPC TXSC     -13,270,966.27  2,125,212.86   sFT  1.00004474   +0 14 18.3
 AO0608;UTM  14      - 3,123,711.900   547,745.390   MT  0.99962813   +0 13 49.0
 AO0608
 AO0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0608!SPC TXSC     -   0.99998960  x   1.00004474  =   1.00003434
 AO0608!UTM  14      -   0.99998960  x   0.99962813  =   0.99961773
 AO0608
 AO0608:                Primary Azimuth Mark                     Grid Az
 AO0608:SPC TXSC     -  TT 36 BR AZ MK                           089 16 00.5
 AO0608:UTM  14      -  TT 36 BR AZ MK                           089 16 29.8
 AO0608
 AO0608|---------------------------------------------------------------------|
 AO0608| PID    Reference Object                     Distance      Geod. Az  |
 AO0608|                                                           dddmmss.s |
 AO0608| CV5638 TT 36 BR AZ MK                                     0893018.8 |
 AO0608| CV5639 TT 36 BR RM 1                        15.968 METERS 09719     |
 AO0608| CV5640 TT 36 BR RM 2                        22.733 METERS 17556     |
 AO0608|---------------------------------------------------------------------|
 AO0608
 AO0608                          SUPERSEDED SURVEY CONTROL
 AO0608
 AO0608  NAD 83(1986)-  28 14 18.38559(N)    098 30 47.95690(W) AD(       ) 3
 AO0608  NAD 27      -  28 14 17.36800(N)    098 30 46.89900(W) AD(       ) 3
 AO0608
 AO0608.Superseded values are not recommended for survey control.
 AO0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0608.See file dsdata.txt to determine how the superseded data were derived.
 AO0608
 AO0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4774523712(NAD 83)
 AO0608_MARKER: DB = BENCH MARK DISK
 AO0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0608
 AO0608  HISTORY     - Date     Condition        Report By
 AO0608  HISTORY     - 1953     MONUMENTED       USGS
 AO0608
 AO0608                          STATION DESCRIPTION
 AO0608
 AO0608'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 AO0608'THE STATION IS LOCATED ABOUT 14.5 MILES SOUTH-SOUTHEAST OF
 AO0608'TILDEN, 4.0 MILES SOUTH OF THE NUECES RIVER, ALONG THE RIGHT-OF-WAY
 AO0608'OF THE OLD HIGHWAY FROM TILDEN TO SAN DIEGO.
 AO0608'
 AO0608'TO REACH THE STATION FROM THE COURTHOUSE IN TILDEN, GO
 AO0608'SOUTH ON STATE HIGHWAY 173 FOR 11.0 MILES TO THE NUECES RIVER
 AO0608'CROSSING, CONTINUE ABOUT 4.3 MILES TO A T-ROAD ON LEFT, EAST,
 AO0608'TURN LEFT AND FOLLOW ROAD EASTERLY FOR 3.1 MILES TO CROSSROADS
 AO0608'AND STATION ON RIGHT, SOUTH SIDE OF INTERSECTION NEAR GATE.
 AO0608'
 AO0608'THE STATION MARK IS A USGS BENCH MARK STAMPED TT36BR 1952 32
 AO0608'MR 303 FEET, AND PROJECTS 4 INCHES.  THE MARK IS 72 FEET
 AO0608'SOUTH OF THE CENTER OF A Y FORK, 23 FEET EAST OF THE CENTER
 AO0608'OF A BOARD GATE, 3 FEET NORTH OF AN EAST-WEST FENCE, AND 3
 AO0608'FEET NORTHWEST OF A POST MARKED 302/9.
 AO0608'
 AO0608'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK STAMPED TT36BR
 AO0608'NO 1 1953 AND PROJECTS 4 INCHES.  THE MARK IS 80 FEET SOUTH
 AO0608'OF THE CENTERLINE OF THE MAIN TRAVELED ROAD, 4 FEET SOUTH
 AO0608'OF AN EAST-WEST FENCE.
 AO0608'
 AO0608'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK STAMPED TT36BR
 AO0608'NO 2 1953 AND PROJECTS 5 INCHES.  THE MARK IS 77 FEET SOUTHEAST
 AO0608'OF THE CENTER OF A BOARD GATE, AND 34 FEET EAST OF THE CENTERLINE
 AO0608'OF A NORTH-SOUTH ROAD LEADING TO RANCH.
 AO0608'
 AO0608'AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED TT36BR 1953
 AO0608'AND PROJECTS 4 INCHES.  THE MARK IS 27 FEET NORTH OF THE
 AO0608'CENTERLINE OF AN EAST-WEST DIRT ROAD, 2 FEET WEST OF A WITNESS
 AO0608'POST, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 AO0608'
 AO0608'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MAIN
 AO0608'TRAVELED ROAD FOR 0.75 MILES AND MARK ON LEFT, NORTH, SIDE
 AO0608'OF ROAD.
 AO0608'
 AO0608'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0175 ***********************************************************************
 FM0175  DESIGNATION -  TT 36 L
 FM0175  PID         -  FM0175
 FM0175  STATE/COUNTY-  TX/MOORE
 FM0175  USGS QUAD   -  BAUTISTA (1971)
 FM0175
 FM0175                         *CURRENT SURVEY CONTROL
 FM0175  ___________________________________________________________________
 FM0175* NAD 83(1986)-  35 43 41.     (N)    102 01 26.     (W)     SCALED    
 FM0175* NAVD 88     -      1126.194  (meters)    3694.85   (feet)  ADJUSTED  
 FM0175  ___________________________________________________________________
 FM0175  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FM0175  DYNAMIC HT  -        1124.872 (meters)    3690.52  (feet)  COMP
 FM0175  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 FM0175
 FM0175  VERT ORDER  -  SECOND    CLASS 0
 FM0175
 FM0175.The horizontal coordinates were scaled from a topographic map and have
 FM0175.an estimated accuracy of +/- 6 seconds.
 FM0175
 FM0175.The orthometric height was determined by differential leveling
 FM0175.and adjusted by the National Geodetic Survey in June 1991..
 FM0175
 FM0175.The geoid height was determined by GEOID03.
 FM0175
 FM0175.The dynamic height is computed by dividing the NAVD 88
 FM0175.geopotential number by the normal gravity value computed on the
 FM0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0175.degrees latitude (g = 980.6199 gals.).
 FM0175
 FM0175.The modeled gravity was interpolated from observed gravity values.
 FM0175
 FM0175;                    North         East    Units  Estimated Accuracy
 FM0175;SPC TX N     - 1,191,830.      152,610.      MT  (+/- 180 meters Scaled)
 FM0175
 FM0175                          SUPERSEDED SURVEY CONTROL
 FM0175
 FM0175  NGVD 29 (??/??/92) 1125.637  (m)         3693.03   (f) ADJ UNCH    2 0
 FM0175
 FM0175.Superseded values are not recommended for survey control.
 FM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0175.See file dsdata.txt to determine how the superseded data were derived.
 FM0175
 FM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV691578(NAD 83)
 FM0175_MARKER: DD = SURVEY DISK
 FM0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0175_STAMPING: TT-36-L 1933
 FM0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0175+STABILITY: SURFACE MOTION
 FM0175
 FM0175  HISTORY     - Date     Condition        Report By
 FM0175  HISTORY     - 1933     MONUMENTED       USGS
 FM0175  HISTORY     - 1934     GOOD             NGS
 FM0175
 FM0175                          STATION DESCRIPTION
 FM0175
 FM0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0175'10.0 MI S FROM DUMAS.
 FM0175'10.0 MILES S OF AND ALONG THE S.F.R.R. 110 YARDS SE OF MILE POST 42.
 FM0175'170 FT. E OF CENTER OF TRACK.  150 FT. S OF SANTA FE B. M. 4 FT. NW OF
 FM0175'R/W FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1237 ***********************************************************************
 CR1237  DESIGNATION -  TT 36 WM USGS 1950
 CR1237  PID         -  CR1237
 CR1237  STATE/COUNTY-  TX/SMITH
 CR1237  USGS QUAD   -  BIG SANDY (1981)
 CR1237
 CR1237                         *CURRENT SURVEY CONTROL
 CR1237  ___________________________________________________________________
 CR1237* NAD 83(1993)-  32 30 59.34947(N)    095 07 27.49026(W)     ADJUSTED  
 CR1237* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 CR1237  ___________________________________________________________________
 CR1237  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CR1237  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR1237
 CR1237  HORZ ORDER  -  SECOND
 CR1237
 CR1237.The horizontal coordinates were established by classical geodetic methods
 CR1237.and adjusted by the National Geodetic Survey in February 1996..
 CR1237
 CR1237.The orthometric height was scaled from a topographic map.
 CR1237
 CR1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1237
 CR1237.The geoid height was determined by GEOID03.
 CR1237
 CR1237;                    North         East     Units Scale Factor Converg.
 CR1237;SPC TXNC     - 2,099,332.182   917,097.957   MT  0.99991594   +1 50 27.9
 CR1237;SPC TXNC     - 6,887,559.00  3,008,845.55   sFT  0.99991594   +1 50 27.9
 CR1237;UTM  15      - 3,599,675.558   300,461.721   MT  1.00009100   -1 08 32.2
 CR1237
 CR1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1237!SPC TXNC     -   0.99998030  x   0.99991594  =   0.99989624
 CR1237!UTM  15      -   0.99998030  x   1.00009100  =   1.00007129
 CR1237
 CR1237                          SUPERSEDED SURVEY CONTROL
 CR1237
 CR1237  NAD 83(1986)-  32 30 59.35708(N)    095 07 27.47652(W) AD(       ) 2
 CR1237  NAD 27      -  32 30 58.83510(N)    095 07 26.67860(W) AD(       ) 2
 CR1237
 CR1237.Superseded values are not recommended for survey control.
 CR1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1237.See file dsdata.txt to determine how the superseded data were derived.
 CR1237
 CR1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR0046299676(NAD 83)
 CR1237_MARKER: DB = BENCH MARK DISK
 CR1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1237_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1237+STABILITY: SURFACE MOTION
 CR1237
 CR1237  HISTORY     - Date     Condition        Report By
 CR1237  HISTORY     - 1950     MONUMENTED       CGS
 CR1237  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR1237
 CR1237                          STATION DESCRIPTION
 CR1237
 CR1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1237'STATION IS A STANDARD USGS BENCH MARK DISC SET IN THE TOP
 CR1237'OF A 6 BY 6 INCH CONCRETE POST THAT PROJECTS ABOUT 7 INCHES.
 CR1237'THE DISC IS STAMPED, TT 36 WM 1949.  IT IS LOCATED ON THE
 CR1237'RIGHT-OF-WAY OF A FARM ROAD, 30 FEET WEST OF THE APPROXIMATE
 CR1237'CENTERLINE OF THE ROAD AND 78 FEET NORTH OF THE APPROXIMATE
 CR1237'CENTERLINE OF THE RIGHT-ANGLE TURN OF THE ROAD.  A TRAVERSE
 CR1237'CONNECTION WAS MADE FROM TRIANGULATION STATION WINONA TO THIS
 CR1237'STATION AND THE DISTANCE RECORDED AS FOLLOWS--138.39
 CR1237'FT.-42.180 METERS.
 CR1237'
 CR1237'THE STATION WAS REACHED FROM THE BRIDGE OVER THE SABINE RIVER,
 CR1237'WHICH IS ABOUT 1 MILE SOUTH OF GLADEWATER, BY GOING SOUTHWESTERLY
 CR1237'ON U.S. ROUTE 271 FOR 4.5 MILES TO FARM ROAD 16 ON THE RIGHT.
 CR1237'TURN RIGHT OR WEST ON FARM ROAD 16 AND GO 3.1 MILES TO A SCHOOL
 CR1237'HOUSE ON THE LEFT.  CONTINUE WESTERLY FOR 0.75 MILE TO A DIRT
 CR1237'ROAD ON THE RIGHT OR NORTH.  TURN RIGHT AND FOLLOW DIRT ROAD
 CR1237'FOR 2.5 MILES TO A FORKS.  TAKE LEFT FORK AND GO NORTHERLY
 CR1237'FOR 1.2 MILES TO CROSSROADS.  HERE TURN RIGHT AND GO EAST FOR
 CR1237'0.3 MILE TO A RIGHT-ANGLE TURN IN THE ROAD AND THE STATION
 CR1237'SITE AS DESCRIBED ABOVE.
 CR1237
 CR1237                          STATION RECOVERY (1996)
 CR1237
 CR1237'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0575 ***********************************************************************
 AO0575  DESIGNATION -  TT 38 RWE USGS 1952
 AO0575  PID         -  AO0575
 AO0575  STATE/COUNTY-  TX/ATASCOSA
 AO0575  USGS QUAD   -  CHRISTINE EAST (1984)
 AO0575
 AO0575                         *CURRENT SURVEY CONTROL
 AO0575  ___________________________________________________________________
 AO0575* NAD 83(1993)-  28 46 48.99138(N)    098 25 51.67616(W)     ADJUSTED  
 AO0575* NAVD 88     -        95.72   (+/-2cm)     314.0    (feet)  VERTCON   
 AO0575  ___________________________________________________________________
 AO0575  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AO0575  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AO0575
 AO0575  HORZ ORDER  -  SECOND
 AO0575  VERT ORDER  -  THIRD ? (See Below)
 AO0575
 AO0575.The horizontal coordinates were established by classical geodetic methods
 AO0575.and adjusted by the National Geodetic Survey in February 1996..
 AO0575
 AO0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0575.The vertical order pertains to the NGVD 29 superseded value.
 AO0575
 AO0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0575
 AO0575.The geoid height was determined by GEOID03.
 AO0575
 AO0575;                    North         East     Units Scale Factor Converg.
 AO0575;SPC TXSC     - 4,105,083.021   655,552.284   MT  0.99990976   +0 16 43.5
 AO0575;SPC TXSC     -13,468,093.21  2,150,757.79   sFT  0.99990976   +0 16 43.5
 AO0575;UTM  14      - 3,183,775.172   555,535.787   MT  0.99963806   +0 16 26.2
 AO0575
 AO0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0575!SPC TXSC     -   0.99998900  x   0.99990976  =   0.99989876
 AO0575!UTM  14      -   0.99998900  x   0.99963806  =   0.99962706
 AO0575
 AO0575                          SUPERSEDED SURVEY CONTROL
 AO0575
 AO0575  NAD 83(1986)-  28 46 48.99586(N)    098 25 51.65258(W) AD(       ) 2
 AO0575  NAD 27      -  28 46 48.06400(N)    098 25 50.59800(W) AD(       ) 2
 AO0575  NGVD 29 (07/19/86)   95.68   (m)          313.9    (f) LEVELING    3  
 AO0575
 AO0575.Superseded values are not recommended for survey control.
 AO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0575.See file dsdata.txt to determine how the superseded data were derived.
 AO0575
 AO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS5553683775(NAD 83)
 AO0575_MARKER: DB = BENCH MARK DISK
 AO0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0575+STABILITY: SURFACE MOTION
 AO0575
 AO0575  HISTORY     - Date     Condition        Report By
 AO0575  HISTORY     - 1952     MONUMENTED       USGS
 AO0575
 AO0575                          STATION DESCRIPTION
 AO0575
 AO0575'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (HSC)
 AO0575'STATION IS LOCATED ABOUT 14 MILES SOUTH OF PLEASANTON, 13
 AO0575'MILES NORTHWEST OF WHITSETT, 8 MILES WEST-NORTHWEST OF CAMPBELLTON,
 AO0575'4 MILES EAST OF CHRISTINE, 25 YARDS SOUTH EAST OF A CURVE
 AO0575'IN THE MAIN ROAD BETWEEN CHRISTINE AND CAMPBELLTON, 10 YARDS
 AO0575'SOUTH OF THE CENTER OF A DIRT ROAD AND 2 FEET SOUTH OF A WIRE
 AO0575'FENCE.
 AO0575'
 AO0575'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AO0575'CHRISTINE, DISTANCE 21.150 METERS (69.39 FEET) EAST-SOUTHEAST
 AO0575'OF STATION CHRISTINE.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 AO0575'SURVEY BENCH MARK THAT IS SET IN THE TOP OF A 6-INCH SQUARE
 AO0575'CONCRETE POST THAT PROJECTS 2 INCHES.  THE MARK IS STAMPED
 AO0575'TT 38 RWE 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1081 ***********************************************************************
 BY1081  DESIGNATION -  TT 39 T USGS
 BY1081  PID         -  BY1081
 BY1081  STATE/COUNTY-  TX/NACOGDOCHES
 BY1081  USGS QUAD   -  TRAWICK (1984)
 BY1081
 BY1081                         *CURRENT SURVEY CONTROL
 BY1081  ___________________________________________________________________
 BY1081* NAD 83(1986)-  31 46 16.     (N)    094 44 49.     (W)     SCALED    
 BY1081* NAVD 88     -       131.994  (meters)     433.05   (feet)  ADJUSTED  
 BY1081  ___________________________________________________________________
 BY1081  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY1081  DYNAMIC HT  -         131.833 (meters)     432.52  (feet)  COMP
 BY1081  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 BY1081
 BY1081  VERT ORDER  -  FIRST     CLASS II
 BY1081
 BY1081.The horizontal coordinates were scaled from a topographic map and have
 BY1081.an estimated accuracy of +/- 6 seconds.
 BY1081
 BY1081.The orthometric height was determined by differential leveling
 BY1081.and adjusted by the National Geodetic Survey in June 1991..
 BY1081
 BY1081.The geoid height was determined by GEOID03.
 BY1081
 BY1081.The dynamic height is computed by dividing the NAVD 88
 BY1081.geopotential number by the normal gravity value computed on the
 BY1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1081.degrees latitude (g = 980.6199 gals.).
 BY1081
 BY1081.The modeled gravity was interpolated from observed gravity values.
 BY1081
 BY1081;                    North         East    Units  Estimated Accuracy
 BY1081;SPC TX C     - 3,246,580.    1,228,950.      MT  (+/- 180 meters Scaled)
 BY1081
 BY1081                          SUPERSEDED SURVEY CONTROL
 BY1081
 BY1081  NGVD 29 (??/??/92)  132.024  (m)          433.15   (f) ADJ UNCH    1 2
 BY1081
 BY1081.Superseded values are not recommended for survey control.
 BY1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1081.See file dsdata.txt to determine how the superseded data were derived.
 BY1081
 BY1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR345163(NAD 83)
 BY1081_MARKER: DD = SURVEY DISK
 BY1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1081_STAMPING: TT 39 T 1941
 BY1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1081+STABILITY: SURFACE MOTION
 BY1081
 BY1081  HISTORY     - Date     Condition        Report By
 BY1081  HISTORY     - 1941     MONUMENTED       USGS
 BY1081  HISTORY     - 1952     GOOD             NGS
 BY1081  HISTORY     - 1979     GOOD             NGS
 BY1081  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1081
 BY1081                          STATION DESCRIPTION
 BY1081
 BY1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1081'6.45 MI SE FROM CUSHING.
 BY1081'6.45 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1081'STATION AT CUSHING, 5 POLES WEST OF THE TRAWICK STATION SIGN, 168 FEET
 BY1081'WEST OF THE CENTER OF A ROAD CROSSING, 28 FEET SOUTH OF THE SOUTH RAIL
 BY1081'OF THE MAIN TRACK, 15 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK,
 BY1081'5.5 FEET NORTHEAST OF THE 1ST POLE WEST OF THE ROAD CROSSING, 1.6 FEET
 BY1081'NORTH OF A WITNESS POST.  SET IN THE TOP OF A CONCRETE POST WHICH
 BY1081'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BY1081
 BY1081                          STATION RECOVERY (1979)
 BY1081
 BY1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1081'THE MARK IS 12 FT  S FROM A WITNESS POST.
 BY1081
 BY1081                          STATION RECOVERY (1998)
 BY1081
 BY1081'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1078 ***********************************************************************
 FL1078  DESIGNATION -  TT 4 L USGS
 FL1078  PID         -  FL1078
 FL1078  STATE/COUNTY-  TX/POTTER
 FL1078  USGS QUAD   -  CLIFFSIDE (1973)
 FL1078
 FL1078                         *CURRENT SURVEY CONTROL
 FL1078  ___________________________________________________________________
 FL1078* NAD 83(1986)-  35 17 12.     (N)    101 56 27.     (W)     SCALED    
 FL1078* NAVD 88     -      1043.608  (meters)    3423.90   (feet)  ADJUSTED  
 FL1078  ___________________________________________________________________
 FL1078  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL1078  DYNAMIC HT  -        1042.376 (meters)    3419.86  (feet)  COMP
 FL1078  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 FL1078
 FL1078  VERT ORDER  -  FIRST     CLASS II
 FL1078
 FL1078.The horizontal coordinates were scaled from a topographic map and have
 FL1078.an estimated accuracy of +/- 6 seconds.
 FL1078
 FL1078.The orthometric height was determined by differential leveling
 FL1078.and adjusted by the National Geodetic Survey in June 1991..
 FL1078
 FL1078.The geoid height was determined by GEOID03.
 FL1078
 FL1078.The dynamic height is computed by dividing the NAVD 88
 FL1078.geopotential number by the normal gravity value computed on the
 FL1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1078.degrees latitude (g = 980.6199 gals.).
 FL1078
 FL1078.The modeled gravity was interpolated from observed gravity values.
 FL1078
 FL1078;                    North         East    Units  Estimated Accuracy
 FL1078;SPC TX N     - 1,142,830.      159,900.      MT  (+/- 180 meters Scaled)
 FL1078
 FL1078                          SUPERSEDED SURVEY CONTROL
 FL1078
 FL1078  NGVD 29 (??/??/92) 1043.118  (m)         3422.30   (f) ADJ UNCH    1 2
 FL1078
 FL1078.Superseded values are not recommended for survey control.
 FL1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1078.See file dsdata.txt to determine how the superseded data were derived.
 FL1078
 FL1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE325088(NAD 83)
 FL1078_MARKER: DD = SURVEY DISK
 FL1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1078_STAMPING: 4L 1928 TEX
 FL1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1078+STABILITY: SURFACE MOTION
 FL1078
 FL1078  HISTORY     - Date     Condition        Report By
 FL1078  HISTORY     - 1928     MONUMENTED       USGS
 FL1078  HISTORY     - 1933     GOOD             NGS
 FL1078  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1078
 FL1078                          STATION DESCRIPTION
 FL1078
 FL1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FL1078'2.9 MI SE FROM GENTRY.
 FL1078'2.9 MILES SOUTHEAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FL1078'CITY RAILROAD.  1,040 FEET NORTH WEST OF MILE POST NO. 344, AT TOP OF
 FL1078'RAILROAD GRADE, 45 FEET NORTH EAST OF THE TRACK, AND 25 FEET SOUTH
 FL1078'EAST OF THE RAILROAD RIGHT-OF-WAY FENCE.
 FL1078
 FL1078                          STATION RECOVERY (1985)
 FL1078
 FL1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1078'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1828 ***********************************************************************
 FL1828  DESIGNATION -  TT 4 WWC USGS 1952
 FL1828  PID         -  FL1828
 FL1828  STATE/COUNTY-  TX/HUTCHINSON
 FL1828  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1828
 FL1828                         *CURRENT SURVEY CONTROL
 FL1828  ___________________________________________________________________
 FL1828* NAD 83(1993)-  35 59 42.20060(N)    101 30 56.99533(W)     ADJUSTED  
 FL1828* NAVD 88     -       998.     (meters)    3274.     (feet)  SCALED    
 FL1828  ___________________________________________________________________
 FL1828  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 FL1828  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 FL1828
 FL1828  HORZ ORDER  -  SECOND
 FL1828
 FL1828.The horizontal coordinates were established by classical geodetic methods
 FL1828.and adjusted by the National Geodetic Survey in February 1996..
 FL1828
 FL1828.The orthometric height was scaled from a topographic map.
 FL1828
 FL1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1828
 FL1828.The geoid height was determined by GEOID03.
 FL1828
 FL1828;                    North         East     Units Scale Factor Converg.
 FL1828;SPC TX N     - 1,221,329.997   198,572.491   MT  0.99996151   -0 00 33.0
 FL1828;SPC TX N     - 4,006,980.17    651,483.25   sFT  0.99996151   -0 00 33.0
 FL1828;UTM  14      - 3,986,327.372   273,217.161   MT  1.00023376   -1 28 45.2
 FL1828
 FL1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1828!SPC TX N     -   0.99984753  x   0.99996151  =   0.99980904
 FL1828!UTM  14      -   0.99984753  x   1.00023376  =   1.00008125
 FL1828
 FL1828                          SUPERSEDED SURVEY CONTROL
 FL1828
 FL1828  NAD 83(1993)-  35 59 42.20039(N)    101 30 56.99529(W) AD(       ) 2
 FL1828  NAD 83(1986)-  35 59 42.20948(N)    101 30 56.98314(W) AD(       ) 2
 FL1828  NAD 27      -  35 59 42.07700(N)    101 30 55.38500(W) AD(       ) 2
 FL1828
 FL1828.Superseded values are not recommended for survey control.
 FL1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1828.See file dsdata.txt to determine how the superseded data were derived.
 FL1828
 FL1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7321786327(NAD 83)
 FL1828_MARKER: DD = SURVEY DISK
 FL1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1828+STABILITY: SURFACE MOTION
 FL1828
 FL1828  HISTORY     - Date     Condition        Report By
 FL1828  HISTORY     - 1952     MONUMENTED       USGS
 FL1828
 FL1828                          STATION DESCRIPTION
 FL1828
 FL1828'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (MJT)
 FL1828'STATION IS LOCATED 3.3 MILES WEST AND 3 MILES NORTH OF PRINGLE
 FL1828'ALONG THE EAST FENCE LINE OF A GRADED ROAD.  IT IS 30 FEET EAST
 FL1828'OF THE CENTER LINE OF A GRADED ROAD AND 1 FOOT EAST OF THE
 FL1828'EAST RIGHT-OF-WAY FENCE LINE.
 FL1828'
 FL1828'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GEOD.
 FL1828'THE MARK, STAMPED TT 4 WWC 1952, IS A STANDARD U.S. GEOLOGICAL
 FL1828'SURVEY DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 FL1828'4 INCHES.  IT IS 11.96 FEET (3.645 METERS) NORTH-NORTHEAST OF
 FL1828'TRIANGULATION STATION GEOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1846 ***********************************************************************
 FL1846  DESIGNATION -  TT 46 L
 FL1846  PID         -  FL1846
 FL1846  STATE/COUNTY-  TX/POTTER
 FL1846  USGS QUAD   -  ALIBATES RANCH (1970)
 FL1846
 FL1846                         *CURRENT SURVEY CONTROL
 FL1846  ___________________________________________________________________
 FL1846* NAD 83(1993)-  35 30 36.78308(N)    101 42 58.61405(W)     ADJUSTED  
 FL1846* NAVD 88     -      1011.81   (+/-2cm)    3319.6    (feet)  VERTCON   
 FL1846  ___________________________________________________________________
 FL1846  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FL1846  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FL1846
 FL1846  HORZ ORDER  -  THIRD
 FL1846  VERT ORDER  -  THIRD ? (See Below)
 FL1846
 FL1846.The horizontal coordinates were established by classical geodetic methods
 FL1846.and adjusted by the National Geodetic Survey in February 1996..
 FL1846
 FL1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1846.The vertical order pertains to the NGVD 29 superseded value.
 FL1846
 FL1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1846
 FL1846.The geoid height was determined by GEOID03.
 FL1846
 FL1846;                    North         East     Units Scale Factor Converg.
 FL1846;SPC TX N     - 1,167,560.118   180,381.119   MT  0.99991217   -0 07 31.2
 FL1846;SPC TX N     - 3,830,570.15    591,800.39   sFT  0.99991217   -0 07 31.2
 FL1846;UTM  14      - 3,933,019.942   253,652.932   MT  1.00034792   -1 34 42.7
 FL1846
 FL1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1846!SPC TX N     -   0.99984538  x   0.99991217  =   0.99975757
 FL1846!UTM  14      -   0.99984538  x   1.00034792  =   1.00019325
 FL1846
 FL1846:                Primary Azimuth Mark                     Grid Az
 FL1846:SPC TX N     -  BRUSH                                    207 30 46.5
 FL1846:UTM  14      -  BRUSH                                    208 57 58.0
 FL1846
 FL1846|---------------------------------------------------------------------|
 FL1846| PID    Reference Object                     Distance      Geod. Az  |
 FL1846|                                                           dddmmss.s |
 FL1846| FL1768 BRUSH                               APPROX. 3.7 KM 2072315.3 |
 FL1846|---------------------------------------------------------------------|
 FL1846
 FL1846                          SUPERSEDED SURVEY CONTROL
 FL1846
 FL1846  NAD 83(1993)-  35 30 36.78629(N)    101 42 58.60862(W) AD(       ) 3
 FL1846  NAD 83(1986)-  35 30 36.79046(N)    101 42 58.60434(W) AD(       ) 3
 FL1846  NAD 27      -  35 30 36.62283(N)    101 42 56.96284(W) AD(       ) 3
 FL1846  NGVD 29 (07/19/86) 1011.33   (m)         3318.0    (f) LEVELING    3  
 FL1846
 FL1846.Superseded values are not recommended for survey control.
 FL1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1846.See file dsdata.txt to determine how the superseded data were derived.
 FL1846
 FL1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5365333020(NAD 83)
 FL1846
 FL1846  HISTORY     - Date     Condition        Report By
 FL1846  HISTORY     - UNK      MONUMENTED
 FL1846  HISTORY     - 1952     GOOD             USGS
 FL1846
 FL1846                          STATION DESCRIPTION
 FL1846
 FL1846'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1846'ESTABLISHED AS A TRANSIT TRAVERSE STATION BLOCK M 20
 FL1846'G.AND M. SURVEY NEAR CENTER SECTION 12, IN TRIANGLE OF RD. FORKS, 75
 FL1846'FT. SW. FROM E. POINT OF TRIANGLE, 60 FT. NE. FROM S. POINT OF
 FL1846'TRIANGLE, 25 FT. S. OF RD. TO W., 68 FT. NW. OF GAS LINE -UNDERGROUND-
 FL1846'IN CONCRETE POST.
 FL1846'
 FL1846'RECOVERED.
 FL1846'
 FL1846'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED ---TT 46 L
 FL1846'1933 3318---.
 FL1846'
 FL1846'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0596 ***********************************************************************
 AO0596  CBN         -  This is a Cooperative Base Network Control Station.
 AO0596  DESIGNATION -  TT 49 MR
 AO0596  PID         -  AO0596
 AO0596  STATE/COUNTY-  TX/DUVAL
 AO0596  USGS QUAD   -  CLEGG SW (1969)
 AO0596
 AO0596                         *CURRENT SURVEY CONTROL
 AO0596  ___________________________________________________________________
 AO0596* NAD 83(1993)-  28 02 24.86356(N)    098 29 57.62470(W)     ADJUSTED  
 AO0596* NAVD 88     -       218.8    (meters)     718.     (feet)  GPS OBS   
 AO0596  ___________________________________________________________________
 AO0596  X           -    -832,663.799 (meters)                     COMP
 AO0596  Y           -  -5,571,922.499 (meters)                     COMP
 AO0596  Z           -   2,980,532.649 (meters)                     COMP
 AO0596  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AO0596  ELLIP HEIGHT-         192.97  (meters)          (10/24/00) GPS OBS
 AO0596  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AO0596
 AO0596  HORZ ORDER  -  B
 AO0596  ELLP ORDER  -  FOURTH    CLASS II
 AO0596
 AO0596.The horizontal coordinates were established by GPS observations
 AO0596.and adjusted by the National Geodetic Survey in May 1994..
 AO0596
 AO0596.The orthometric height was determined by GPS observations and a
 AO0596.high-resolution geoid model.
 AO0596
 AO0596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0596
 AO0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0596
 AO0596.The ellipsoidal height was determined by GPS observations
 AO0596.and is referenced to NAD 83.
 AO0596
 AO0596.The geoid height was determined by GEOID03.
 AO0596
 AO0596;                    North         East     Units Scale Factor Converg.
 AO0596;SPC TX S     - 5,262,986.911   300,064.879   MT  1.00005892   +0 00 01.1
 AO0596;SPC TX S     -17,266,982.89    984,462.86   sFT  1.00005892   +0 00 01.1
 AO0596;SPC TXSC     - 4,023,038.078   649,233.095   MT  1.00011614   +0 14 43.0
 AO0596;SPC TXSC     -13,198,917.43  2,130,025.58   sFT  1.00011614   +0 14 43.0
 AO0596;UTM  14      - 3,101,761.030   549,208.189   MT  0.99962989   +0 14 07.3
 AO0596
 AO0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0596!SPC TX S     -   0.99996969  x   1.00005892  =   1.00002861
 AO0596!SPC TXSC     -   0.99996969  x   1.00011614  =   1.00008583
 AO0596!UTM  14      -   0.99996969  x   0.99962989  =   0.99959959
 AO0596
 AO0596|---------------------------------------------------------------------|
 AO0596| PID    Reference Object                     Distance      Geod. Az  |
 AO0596|                                                           dddmmss.s |
 AO0596| CV5642 TT 49 MR RM 1                        12.728 METERS 03015     |
 AO0596| CV5643 TT 49 MR RM 2                        16.864 METERS 17132     |
 AO0596| CV5641 TT 49 MR AZ MK                                     1774708.6 |
 AO0596|---------------------------------------------------------------------|
 AO0596
 AO0596                          SUPERSEDED SURVEY CONTROL
 AO0596
 AO0596  ELLIP H (05/09/94)  193.12   (m)                       GP(       ) 4 2
 AO0596  NAD 83(1986)-  28 02 24.87028(N)    098 29 57.60094(W) AD(       ) 2
 AO0596  NAD 27      -  28 02 23.82600(N)    098 29 56.55600(W) AD(       ) 2
 AO0596  NGVD 29 (07/19/86)  218.80   (m)          717.8    (f) LEVELING    3  
 AO0596
 AO0596.Superseded values are not recommended for survey control.
 AO0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0596.See file dsdata.txt to determine how the superseded data were derived.
 AO0596
 AO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4920801761(NAD 83)
 AO0596_MARKER: DD = SURVEY DISK
 AO0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0596_SP_SET: CONCRETE POST
 AO0596_STAMPING: 49 MR 718 1952 TT
 AO0596_MARK LOGO: USGS  
 AO0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0596+STABILITY: SURFACE MOTION
 AO0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0596+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1993
 AO0596
 AO0596  HISTORY     - Date     Condition        Report By
 AO0596  HISTORY     - 1952     MONUMENTED       USGS
 AO0596  HISTORY     - 1953     GOOD             CGS
 AO0596  HISTORY     - 19930306 GOOD             NGS
 AO0596
 AO0596                          STATION DESCRIPTION
 AO0596
 AO0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0596'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF FREER,
 AO0596'1 MILE SOUTH OF SEVERAL OIL STORAGE TANKS, 0.6 MILE SOUTH
 AO0596'OF THE DUVALL-MC MULLEN COUNTY LINE, 60 FEET WEST OF THE
 AO0596'APPROXIMATE CENTER OF A DIRT ROAD, AND ON TOP OF A HIGH RIDGE.
 AO0596'
 AO0596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AO0596'AND STATE ROUTE 202 IN GEORGE WEST.  GO SOUTHWEST ON STATE
 AO0596'ROUTE 202 FOR 19.7 MILES TO A T-ROAD RIGHT AND A LARGE SIGN
 AO0596'FREER 32 MI, TURN RIGHT AND FOLLOW DIRT ROAD WEST FOR 7.5
 AO0596'MILES TO A POINT WHERE THE MAIN ROAD TURNS LEFT.  TAKE THE
 AO0596'RIGHT FORK THROUGH A CATTLE GUARD AND CONTINUE WEST FOR
 AO0596'2.2 MILES TO WHERE THE ROAD TURNS SOUTH, TURN SOUTH AND GO
 AO0596'1.1 MILES THEN TURN RIGHT AND GO WEST FOR 2.1 MILES TO A
 AO0596'T-INTERSECTION.  TURN LEFT AND GO SOUTH FOR 2.1 MILES, THEN
 AO0596'TURN LEFT AND GO EAST FOR 1.0 MILE, THEN RIGHT, PASS SEVERAL
 AO0596'OIL STORAGE TANKS, AND GO SOUTH FOR 1.5 MILES TO THE
 AO0596'HIGHEST POINT OF A RIDGE AND THE STATION ON THE RIGHT,
 AO0596'WEST, SIDE OF THE ROAD.  TO REACH THE AZIMUTH MARK FROM
 AO0596'THE STATION.  GO SOUTH ON THE MAIN ROAD FOR 0.4 MILE TO
 AO0596'THE MARK ON THE LEFT, EAST, SIDE OF THE ROAD WHERE THE
 AO0596'MAIN ROAD TURNS RIGHT.
 AO0596'
 AO0596'THE STATION MARK, STAMPED TT49MR 1952, IS A USGS BENCH MARK
 AO0596'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 AO0596'PROJECTS 8 INCHES.
 AO0596'
 AO0596'REFERENCE MARK NO. 1, STAMPED USGS TT49MR NO 1 1953, IS A
 AO0596'STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 AO0596'4 INCHES.  IT IS 39 FEET WEST OF THE APPROXIMATE CENTER OF
 AO0596'A DIRT ROAD.
 AO0596'
 AO0596'REFERENCE MARK NO. 2, STAMPED USGS TT49MR NO 2 1953, IS A
 AO0596'STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 AO0596'4 INCHES.  IT IS 50 FEET WEST OF THE APPROXIMATE CENTER OF
 AO0596'A DIRT ROAD.
 AO0596'
 AO0596'THE AZIMUTH MARK, STAMPED USGS TT49MR 1953, IS A STANDARD
 AO0596'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
 AO0596'IT IS 39 FEET EAST OF THE APPROXIMATE CENTER OF A CURVE IN
 AO0596'THE ROAD, 20 FEET SOUTH OF A USGS WITNESS POST, AND 3 FEET
 AO0596'EAST OF A FENCE LINE.
 AO0596'
 AO0596'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 AO0596
 AO0596                          STATION RECOVERY (1993)
 AO0596
 AO0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AO0596'NOTE--4W/D MAY BE NECESSARY IN WET WEATHER.
 AO0596'STATION IS LOCATED ABOUT 23 KM (14.30 MI) NORTHEAST OF FREER, 9 KM
 AO0596'(5.60 MI) EAST OF STATE HIGHWAY 16, 2 KM (1.25 MI) SOUTH OF THE MC
 AO0596'MULLEN-DUVAL COUNTY LINE, ALONG A DIRT ROAD, NEAR THE WEST END OF A
 AO0596'RIDGE, IN LIGHT BRUSH, ON LAND LEASED BY THE EXXON OIL COMPANY.
 AO0596'OWNERSHIP--UNKNOWN.
 AO0596'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE HIGHWAYS 16
 AO0596'AND 44 IN FREER, GO NORTH ON HIGHWAY 16 FOR 15.01 KM (9.30 MI) TO A
 AO0596'PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON FARM ROAD 2359 FOR 9.85 KM
 AO0596'(6.10 MI) TO A SMALL ELECTRIC SUBSTATION ON THE LEFT.  CONTINUE AHEAD
 AO0596'FOR 0.42 KM (0.25 MI) TO A DIRT ROAD LEFT JUST BEFORE REACHING A ROAD
 AO0596'LEFT LEADING TO AN EXXON OIL COMPANY PLANT.  TURN LEFT, NORTHERLY, ON
 AO0596'COUNTY ROAD 405 FOR 1.43 KM (0.90 MI) TO A ROAD RIGHT JUST PAST A
 AO0596'CEMETERY ON THE RIGHT.  CONTINUE AHEAD FOR 0.65 KM (0.40 MI) TO A
 AO0596'ROAD RIGHT.  TURN RIGHT, NORTHERLY, FOR 1.73 KM (1.05 MI) TO A FORK
 AO0596'AT GATE ON THE LEFT.  BEAR RIGHT, NORTH, FOR 0.70 KM (0.45 MI) TO A
 AO0596'T-ROAD AND GATE ON THE LEFT.  TURN RIGHT, EAST, THEN NORTH, FOR 1.02
 AO0596'KM (0.65 MI) TO TOP OF GRADE AND STATION ON THE LEFT.
 AO0596'STATION MARK IS SET IN THE TOP OF A 15-CM CONCRETE POST PROJECTING 25
 AO0596'CM ABOVE GROUND FROM AN 0.5 M (1.6 FT) FLUSH CONCRETE POST.  IT IS
 AO0596'16.7 M (54.8 FT) WEST OF, AND 1.5 M (4.9 FT) HIGHER THAN THE ROAD
 AO0596'CENTER, 7.3 M (24.0 FT) WEST OF A FENCE, 0.5 M (1.6 FT) NORTH OF A
 AO0596'METAL WITNESS POST, AND 0.7 M (2.3 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0618 ***********************************************************************
 AO0618  DESIGNATION -  TT 5 EEP USGS 1953
 AO0618  PID         -  AO0618
 AO0618  STATE/COUNTY-  TX/LA SALLE
 AO0618  USGS QUAD   -  BRISCOE RANCH (1969)
 AO0618
 AO0618                         *CURRENT SURVEY CONTROL
 AO0618  ___________________________________________________________________
 AO0618* NAD 83(1993)-  28 18 51.67632(N)    098 48 10.99221(W)     ADJUSTED  
 AO0618* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 AO0618  ___________________________________________________________________
 AO0618  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AO0618  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AO0618
 AO0618  HORZ ORDER  -  SECOND
 AO0618
 AO0618.The horizontal coordinates were established by classical geodetic methods
 AO0618.and adjusted by the National Geodetic Survey in February 1996..
 AO0618
 AO0618.The orthometric height was scaled from a topographic map.
 AO0618
 AO0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0618
 AO0618.The geoid height was determined by GEOID03.
 AO0618
 AO0618;                    North         East     Units Scale Factor Converg.
 AO0618;SPC TXSC     - 4,053,329.000   619,315.915   MT  1.00002051   +0 05 47.4
 AO0618;SPC TXSC     -13,298,296.89  2,031,872.30   sFT  1.00002051   +0 05 47.4
 AO0618;UTM  14      - 3,132,041.571   519,307.823   MT  0.99960460   +0 05 36.3
 AO0618
 AO0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0618!SPC TXSC     -   0.99998357  x   1.00002051  =   1.00000408
 AO0618!UTM  14      -   0.99998357  x   0.99960460  =   0.99958817
 AO0618
 AO0618                          SUPERSEDED SURVEY CONTROL
 AO0618
 AO0618  NAD 83(1986)-  28 18 51.67876(N)    098 48 10.96831(W) AD(       ) 2
 AO0618  NAD 27      -  28 18 50.67700(N)    098 48 09.88600(W) AD(       ) 2
 AO0618
 AO0618.Superseded values are not recommended for survey control.
 AO0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0618.See file dsdata.txt to determine how the superseded data were derived.
 AO0618
 AO0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS1930832042(NAD 83)
 AO0618_MARKER: DB = BENCH MARK DISK
 AO0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0618+STABILITY: SURFACE MOTION
 AO0618
 AO0618  HISTORY     - Date     Condition        Report By
 AO0618  HISTORY     - 1953     MONUMENTED       USGS
 AO0618
 AO0618                          STATION DESCRIPTION
 AO0618
 AO0618'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 AO0618'LOCATED ABOUT 10 MILES SOUTH OF FOWLERTON, ON ROAD RIGHT-OF-WAY
 AO0618'OF A GRADED DIRT COUNTY ROAD KNOWN AS CAMERON ROAD.
 AO0618'
 AO0618'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 AO0618'DISK STAMPED, BE 10 TT 5 EEP 1952 SET IN THE TOP OF A 6 INCH
 AO0618'SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES.  IT IS 58
 AO0618'FEET SOUTHWEST OF THE JUNCTION OF A T-ROAD GOING EAST.  45
 AO0618'FEET WEST OF THE APPROXIMATE CENTER OF NORTH-SOUTH COUNTY
 AO0618'ROAD.  4 FEET WEST OF A TELEPHONE POLE AND 2 FEET EAST OF
 AO0618'THE WEST RIGHT-OF-WAY, COUNTY ROAD FENCE.
 AO0618'
 AO0618'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AO0618'RAINBOW.  DISTANCE--49.242 METERS (161.555 FEET).  BEARING--S 61
 AO0618'DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0265 ***********************************************************************
 BZ0265  DESIGNATION -  TT 5 WW USGS
 BZ0265  PID         -  BZ0265
 BZ0265  STATE/COUNTY-  TX/ANDERSON
 BZ0265  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0265
 BZ0265                         *CURRENT SURVEY CONTROL
 BZ0265  ___________________________________________________________________
 BZ0265* NAD 83(1986)-  31 57 41.     (N)    096 00 06.     (W)     SCALED    
 BZ0265* NAVD 88     -        93.357  (meters)     306.29   (feet)  ADJUSTED  
 BZ0265  ___________________________________________________________________
 BZ0265  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BZ0265  DYNAMIC HT  -          93.247 (meters)     305.93  (feet)  COMP
 BZ0265  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 BZ0265
 BZ0265  VERT ORDER  -  SECOND    CLASS 0
 BZ0265
 BZ0265.The horizontal coordinates were scaled from a topographic map and have
 BZ0265.an estimated accuracy of +/- 6 seconds.
 BZ0265
 BZ0265.The orthometric height was determined by differential leveling
 BZ0265.and adjusted by the National Geodetic Survey in June 1991..
 BZ0265
 BZ0265.The geoid height was determined by GEOID03.
 BZ0265
 BZ0265.The dynamic height is computed by dividing the NAVD 88
 BZ0265.geopotential number by the normal gravity value computed on the
 BZ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0265.degrees latitude (g = 980.6199 gals.).
 BZ0265
 BZ0265.The modeled gravity was interpolated from observed gravity values.
 BZ0265
 BZ0265;                    North         East    Units  Estimated Accuracy
 BZ0265;SPC TX C     - 3,262,370.    1,109,390.      MT  (+/- 180 meters Scaled)
 BZ0265
 BZ0265                          SUPERSEDED SURVEY CONTROL
 BZ0265
 BZ0265  NGVD 29 (??/??/92)   93.354  (m)          306.28   (f) ADJ UNCH    2 0
 BZ0265
 BZ0265.Superseded values are not recommended for survey control.
 BZ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0265.See file dsdata.txt to determine how the superseded data were derived.
 BZ0265
 BZ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA833400(NAD 83)
 BZ0265_MARKER: DD = SURVEY DISK
 BZ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0265_STAMPING: TT 5 WW 1946 306 FT
 BZ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0265+STABILITY: SURFACE MOTION
 BZ0265
 BZ0265  HISTORY     - Date     Condition        Report By
 BZ0265  HISTORY     - 1946     MONUMENTED       USGS
 BZ0265  HISTORY     - 1947     GOOD             NGS
 BZ0265
 BZ0265                          STATION DESCRIPTION
 BZ0265
 BZ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0265'1.6 MI W FROM CAYUGA.
 BZ0265'1.6 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT CAYUGA,
 BZ0265'AT A CROSS ROAD, 68 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STEEL
 BZ0265'CATTLE GUARD, 54 FEET EAST OF THE CENTER LINE OF A CROSS ROAD, 48 FEET
 BZ0265'NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF A TELEPHONE
 BZ0265'POLE PAINTED USBM 306.0, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF A 4X4
 BZ0265'MARKER POST.  A BRONZE GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 BZ0265'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1210 ***********************************************************************
 FL1210  DESIGNATION -  TT 6 L
 FL1210  PID         -  FL1210
 FL1210  STATE/COUNTY-  TX/POTTER
 FL1210  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1210
 FL1210                         *CURRENT SURVEY CONTROL
 FL1210  ___________________________________________________________________
 FL1210* NAD 83(1986)-  35 22 04.     (N)    101 45 36.     (W)     SCALED    
 FL1210* NAVD 88     -      1046.857  (meters)    3434.56   (feet)  ADJUSTED  
 FL1210  ___________________________________________________________________
 FL1210  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1210  DYNAMIC HT  -        1045.628 (meters)    3430.53  (feet)  COMP
 FL1210  MODELED GRAV-     979,423.9   (mgal)                       NAVD 88
 FL1210
 FL1210  VERT ORDER  -  SECOND    CLASS 0
 FL1210
 FL1210.The horizontal coordinates were scaled from a topographic map and have
 FL1210.an estimated accuracy of +/- 6 seconds.
 FL1210
 FL1210.The orthometric height was determined by differential leveling
 FL1210.and adjusted by the National Geodetic Survey in June 1991..
 FL1210
 FL1210.The geoid height was determined by GEOID03.
 FL1210
 FL1210.The dynamic height is computed by dividing the NAVD 88
 FL1210.geopotential number by the normal gravity value computed on the
 FL1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1210.degrees latitude (g = 980.6199 gals.).
 FL1210
 FL1210.The modeled gravity was interpolated from observed gravity values.
 FL1210
 FL1210;                    North         East    Units  Estimated Accuracy
 FL1210;SPC TX N     - 1,151,770.      176,370.      MT  (+/- 180 meters Scaled)
 FL1210
 FL1210                          SUPERSEDED SURVEY CONTROL
 FL1210
 FL1210  NGVD 29 (??/??/92) 1046.359  (m)         3432.93   (f) ADJ UNCH    2 0
 FL1210
 FL1210.Superseded values are not recommended for survey control.
 FL1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1210.See file dsdata.txt to determine how the superseded data were derived.
 FL1210
 FL1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE492173(NAD 83)
 FL1210_MARKER: DB = BENCH MARK DISK
 FL1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1210_STAMPING: TT 6 L 1933
 FL1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1210+STABILITY: SURFACE MOTION
 FL1210
 FL1210  HISTORY     - Date     Condition        Report By
 FL1210  HISTORY     - 1933     MONUMENTED       USGS
 FL1210  HISTORY     - 1935     GOOD             NGS
 FL1210
 FL1210                          STATION DESCRIPTION
 FL1210
 FL1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1210'7.1 MI W FROM MASTERSON.
 FL1210'TO REACH FROM MASTERSON DEPOT GO 1.2 MILES WEST ALONG GRADED ROAD TO
 FL1210'POINT WHERE GRAVELED ROAD TURNS NORTHEAST THROUGH GATE, THENCE THROUGH
 FL1210'GATE, AND 1.1 MILES WEST ALONG FENCE WHICH PARALLELS ROAD ON THE
 FL1210'NORTH, TO POINT WHERE ROAD TURNS SOUTH, THENCE 1.9 MILES NORTHWEST
 FL1210'ALONG TRAIL TO GAP IN EAST AND WEST FENCE, THENCE 2.9 MILES WEST ALONG
 FL1210'FENCE TO POINT WHERE TWIN GATES ARE LOCATED IN NORTH AND SOUTH FENCE.
 FL1210'1.1 MILES WEST OF XL RANCH HOUSE, 35.6 FEET NORTH OF CENTER GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1072 ***********************************************************************
 FL1072  DESIGNATION -  TT 6 L USGS
 FL1072  PID         -  FL1072
 FL1072  STATE/COUNTY-  TX/POTTER
 FL1072  USGS QUAD   -  CLIFFSIDE (1973)
 FL1072
 FL1072                         *CURRENT SURVEY CONTROL
 FL1072  ___________________________________________________________________
 FL1072* NAD 83(1986)-  35 17 45.     (N)    101 59 33.     (W)     SCALED    
 FL1072* NAVD 88     -      1059.808  (meters)    3477.05   (feet)  ADJUSTED  
 FL1072  ___________________________________________________________________
 FL1072  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL1072  DYNAMIC HT  -        1058.552 (meters)    3472.93  (feet)  COMP
 FL1072  MODELED GRAV-     979,412.8   (mgal)                       NAVD 88
 FL1072
 FL1072  VERT ORDER  -  FIRST     CLASS II
 FL1072
 FL1072.The horizontal coordinates were scaled from a topographic map and have
 FL1072.an estimated accuracy of +/- 6 seconds.
 FL1072
 FL1072.The orthometric height was determined by differential leveling
 FL1072.and adjusted by the National Geodetic Survey in June 1991..
 FL1072
 FL1072.The geoid height was determined by GEOID03.
 FL1072
 FL1072.The dynamic height is computed by dividing the NAVD 88
 FL1072.geopotential number by the normal gravity value computed on the
 FL1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1072.degrees latitude (g = 980.6199 gals.).
 FL1072
 FL1072.The modeled gravity was interpolated from observed gravity values.
 FL1072
 FL1072;                    North         East    Units  Estimated Accuracy
 FL1072;SPC TX N     - 1,143,870.      155,210.      MT  (+/- 180 meters Scaled)
 FL1072
 FL1072                          SUPERSEDED SURVEY CONTROL
 FL1072
 FL1072  NGVD 29 (??/??/92) 1059.314  (m)         3475.43   (f) ADJ UNCH    1 2
 FL1072
 FL1072.Superseded values are not recommended for survey control.
 FL1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1072.See file dsdata.txt to determine how the superseded data were derived.
 FL1072
 FL1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE278099(NAD 83)
 FL1072_MARKER: DD = SURVEY DISK
 FL1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1072_STAMPING: 6L 1928 TEX
 FL1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1072+STABILITY: SURFACE MOTION
 FL1072
 FL1072  HISTORY     - Date     Condition        Report By
 FL1072  HISTORY     - 1928     MONUMENTED       USGS
 FL1072  HISTORY     - 1933     GOOD             NGS
 FL1072  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1072
 FL1072                          STATION DESCRIPTION
 FL1072
 FL1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FL1072'0.4 MI NW FROM GENTRY.
 FL1072'0.4 MILES NORTHWEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FL1072'CITY RAILROAD.  140 FEET SOUTH WEST FROM THE POINT OF SWITCH, IN LINE
 FL1072'WITH ROW OF TELEGRAPH  POLES AND FENCE LINE SOUTH, 40 FEET SOUTH OF
 FL1072'TRACK, 60 FEET NORTH FROM CORNER FENCE POST OF T-FENCE SOUTH, AT EDGE
 FL1072'OF RIGHT-OF-WAY.
 FL1072
 FL1072                          STATION RECOVERY (1985)
 FL1072
 FL1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1072'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0948 ***********************************************************************
 CR0948  DESIGNATION -  TT 6 S RESET 1958
 CR0948  PID         -  CR0948
 CR0948  STATE/COUNTY-  TX/VAN ZANDT
 CR0948  USGS QUAD   -  CANTON (1981)
 CR0948
 CR0948                         *CURRENT SURVEY CONTROL
 CR0948  ___________________________________________________________________
 CR0948* NAD 83(1986)-  32 30 10.     (N)    095 47 04.     (W)     SCALED    
 CR0948* NAVD 88     -       161.119  (meters)     528.60   (feet)  ADJUSTED  
 CR0948  ___________________________________________________________________
 CR0948  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CR0948  DYNAMIC HT  -         160.933 (meters)     527.99  (feet)  COMP
 CR0948  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 CR0948
 CR0948  VERT ORDER  -  SECOND    CLASS 0
 CR0948
 CR0948.The horizontal coordinates were scaled from a topographic map and have
 CR0948.an estimated accuracy of +/- 6 seconds.
 CR0948
 CR0948.The orthometric height was determined by differential leveling
 CR0948.and adjusted by the National Geodetic Survey in June 1991..
 CR0948
 CR0948.The geoid height was determined by GEOID03.
 CR0948
 CR0948.The dynamic height is computed by dividing the NAVD 88
 CR0948.geopotential number by the normal gravity value computed on the
 CR0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0948.degrees latitude (g = 980.6199 gals.).
 CR0948
 CR0948.The modeled gravity was interpolated from observed gravity values.
 CR0948
 CR0948;                    North         East    Units  Estimated Accuracy
 CR0948;SPC TXNC     - 2,096,020.      855,140.      MT  (+/- 180 meters Scaled)
 CR0948
 CR0948                          SUPERSEDED SURVEY CONTROL
 CR0948
 CR0948  NGVD 29 (??/??/??)  160.91   (m)          527.9    (f) RESET       3  
 CR0948
 CR0948.Superseded values are not recommended for survey control.
 CR0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0948.See file dsdata.txt to determine how the superseded data were derived.
 CR0948
 CR0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR383995(NAD 83)
 CR0948_MARKER: DB = BENCH MARK DISK
 CR0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0948_STAMPING: TT 6 S RESET 1958
 CR0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0948+STABILITY: SURFACE MOTION
 CR0948
 CR0948  HISTORY     - Date     Condition        Report By
 CR0948  HISTORY     - 1958     MONUMENTED       CGS
 CR0948  HISTORY     - 19950913 GOOD             USPSQD
 CR0948
 CR0948                          STATION DESCRIPTION
 CR0948
 CR0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CR0948'5.85 MI SW FROM CANTON.
 CR0948'5.85 MILES SOUTHEAST ALONG STATE HIGHWAY NO.64 FROM THE COURT HOUSE IN
 CR0948'CANTON, 5.25 MILES NORTHWEST FROM THE POST OFFICE IN BEN WHEELER,
 CR0948'ABOUT 10 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY LINE OF THE
 CR0948'HIGHWAY, 4 FEET NORTH OF A 24 INCH SYCAMORE TREE, 1 FOOR EAST OF A
 CR0948'PLANK FENCE WHICH IS THE WEST FENCE OF AN OLD FARM YARD, ABOUT 30
 CR0948'YARDS EAST OF A SMALL CREEK AND OPPOSITE A BLACKTOP ROAD LEADING
 CR0948'SOUTH.  A STANDARD COAST AND GEODETIC SURVEY DISK STAMPED TT 6 S RESET
 CR0948'1958 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 CR0948
 CR0948                          STATION RECOVERY (1995)
 CR0948
 CR0948'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0500 ***********************************************************************
 BL0500  DESIGNATION -  TT 6 USGS
 BL0500  PID         -  BL0500
 BL0500  STATE/COUNTY-  TX/LIBERTY
 BL0500  USGS QUAD   -  DAYTON (1984)
 BL0500
 BL0500                         *CURRENT SURVEY CONTROL
 BL0500  ___________________________________________________________________
 BL0500* NAD 83(1986)-  30 02 45.     (N)    094 58 35.     (W)     SCALED    
 BL0500* NAVD 88     -        23.42   (+/-2cm)      76.8    (feet)  VERTCON   
 BL0500  ___________________________________________________________________
 BL0500  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0500
 BL0500  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0500
 BL0500.The horizontal coordinates were scaled from a topographic map and have
 BL0500.an estimated accuracy of +/- 6 seconds.
 BL0500
 BL0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0500.The vertical order pertains to the NGVD 29 superseded value.
 BL0500
 BL0500.The geoid height was determined by GEOID03.
 BL0500
 BL0500;                    North         East    Units  Estimated Accuracy
 BL0500;SPC TX C     - 3,054,470.    1,216,440.      MT  (+/- 180 meters Scaled)
 BL0500
 BL0500                          SUPERSEDED SURVEY CONTROL
 BL0500
 BL0500  NGVD 29 (??/??/92)   23.419  (m)           76.83   (f) ADJ UNCH    2 0
 BL0500
 BL0500.Superseded values are not recommended for survey control.
 BL0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0500.See file dsdata.txt to determine how the superseded data were derived.
 BL0500
 BL0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP094255(NAD 83)
 BL0500_MARKER: DD = SURVEY DISK
 BL0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0500_STAMPING: T T 6 C A G 77 1954
 BL0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0500+STABILITY: SURFACE MOTION
 BL0500
 BL0500  HISTORY     - Date     Condition        Report By
 BL0500  HISTORY     - 1954     MONUMENTED       USGS
 BL0500  HISTORY     - 1954     GOOD             NGS
 BL0500  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0500  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0500  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL0500
 BL0500                          STATION DESCRIPTION
 BL0500
 BL0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0500'5.05 MI W FROM DAYTON.
 BL0500'5.05 MILES WEST ALONG FARM ROAD 1008 FROM ITS INTERSECTION WITH STATE
 BL0500'HIGHWAY 321 AT DAYTON, 123 FEET WEST OF THE CENTER LINE OF A SHELL
 BL0500'ROAD LEADING NORTH, 86.5 FEET WEST OF A FENCE CORNER, 92 FEET WEST OF
 BL0500'A POWER POLE, 51.5 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 14
 BL0500'FEET NORTHWEST OF A SMALL WOODEN BRIDGE OVER A ROAD DITCH, 4.3 FEET
 BL0500'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BL0500'FOOT ABOVE THE GROUND.
 BL0500
 BL0500                          STATION RECOVERY (1978)
 BL0500
 BL0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0500'NOT RECOVERED.
 BL0500
 BL0500                          STATION RECOVERY (1996)
 BL0500
 BL0500'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0500'MARK NOT FOUND.
 BL0500
 BL0500                          STATION RECOVERY (2004)
 BL0500
 BL0500'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2265 ***********************************************************************
 BY2265  DESIGNATION -  TT 6 WW USGS
 BY2265  PID         -  BY2265
 BY2265  STATE/COUNTY-  TX/ANDERSON
 BY2265  USGS QUAD   -  CAYUGA (1982)
 BY2265
 BY2265                         *CURRENT SURVEY CONTROL
 BY2265  ___________________________________________________________________
 BY2265* NAD 83(1986)-  31 57 27.     (N)    095 58 34.     (W)     SCALED    
 BY2265* NAVD 88     -        93.523  (meters)     306.83   (feet)  ADJUSTED  
 BY2265  ___________________________________________________________________
 BY2265  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BY2265  DYNAMIC HT  -          93.413 (meters)     306.47  (feet)  COMP
 BY2265  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 BY2265
 BY2265  VERT ORDER  -  SECOND    CLASS 0
 BY2265
 BY2265.The horizontal coordinates were scaled from a topographic map and have
 BY2265.an estimated accuracy of +/- 6 seconds.
 BY2265
 BY2265.The orthometric height was determined by differential leveling
 BY2265.and adjusted by the National Geodetic Survey in June 1991..
 BY2265
 BY2265.The geoid height was determined by GEOID03.
 BY2265
 BY2265.The dynamic height is computed by dividing the NAVD 88
 BY2265.geopotential number by the normal gravity value computed on the
 BY2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2265.degrees latitude (g = 980.6199 gals.).
 BY2265
 BY2265.The modeled gravity was interpolated from observed gravity values.
 BY2265
 BY2265;                    North         East    Units  Estimated Accuracy
 BY2265;SPC TX C     - 3,262,030.    1,111,820.      MT  (+/- 180 meters Scaled)
 BY2265
 BY2265                          SUPERSEDED SURVEY CONTROL
 BY2265
 BY2265  NGVD 29 (??/??/92)   93.520  (m)          306.82   (f) ADJ UNCH    2 0
 BY2265
 BY2265.Superseded values are not recommended for survey control.
 BY2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2265.See file dsdata.txt to determine how the superseded data were derived.
 BY2265
 BY2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR187395(NAD 83)
 BY2265_MARKER: DD = SURVEY DISK
 BY2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2265_STAMPING: TT 6 WW 1946 307
 BY2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2265+STABILITY: SURFACE MOTION
 BY2265
 BY2265  HISTORY     - Date     Condition        Report By
 BY2265  HISTORY     - 1946     MONUMENTED       USGS
 BY2265  HISTORY     - 1947     GOOD             NGS
 BY2265
 BY2265                          STATION DESCRIPTION
 BY2265
 BY2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2265'IN CAYUGA.
 BY2265'ALONG U. S. HIGHWAY NO. 287.  ABOUT 600 FEET WEST OF THE POST OFFICE
 BY2265'AT CAYUGA.  AT A ROAD JUNCTION.  78 FEET NORTH OF THE CENTER OF THE
 BY2265'HIGHWAY.  24 FEET WEST OF THE CENTER OF THE ROAD TO CAYUGA SCHOOL. 11
 BY2265'FEET NORTHEAST OF A CORNER FENCE POST.  4 FEET EAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0356 ***********************************************************************
 CU0356  DESIGNATION -  TT 65
 CU0356  PID         -  CU0356
 CU0356  STATE/COUNTY-  TX/MITCHELL
 CU0356  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0356
 CU0356                         *CURRENT SURVEY CONTROL
 CU0356  ___________________________________________________________________
 CU0356* NAD 83(1986)-  32 15 26.     (N)    100 47 58.     (W)     SCALED    
 CU0356* NAVD 88     -       675.171  (meters)    2215.12   (feet)  ADJUSTED  
 CU0356  ___________________________________________________________________
 CU0356  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CU0356  DYNAMIC HT  -         674.271 (meters)    2212.17  (feet)  COMP
 CU0356  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 CU0356
 CU0356  VERT ORDER  -  SECOND    CLASS 0
 CU0356
 CU0356.The horizontal coordinates were scaled from a topographic map and have
 CU0356.an estimated accuracy of +/- 6 seconds.
 CU0356
 CU0356.The orthometric height was determined by differential leveling
 CU0356.and adjusted by the National Geodetic Survey in June 1991..
 CU0356
 CU0356.The geoid height was determined by GEOID03.
 CU0356
 CU0356.The dynamic height is computed by dividing the NAVD 88
 CU0356.geopotential number by the normal gravity value computed on the
 CU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0356.degrees latitude (g = 980.6199 gals.).
 CU0356
 CU0356.The modeled gravity was interpolated from observed gravity values.
 CU0356
 CU0356;                    North         East    Units  Estimated Accuracy
 CU0356;SPC TXNC     - 2,067,860.      383,350.      MT  (+/- 180 meters Scaled)
 CU0356
 CU0356                          SUPERSEDED SURVEY CONTROL
 CU0356
 CU0356  NGVD 29 (??/??/92)  674.965  (m)         2214.45   (f) ADJ UNCH    2 0
 CU0356
 CU0356.Superseded values are not recommended for survey control.
 CU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0356.See file dsdata.txt to determine how the superseded data were derived.
 CU0356
 CU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA304703(NAD 83)
 CU0356_MARKER: DD = SURVEY DISK
 CU0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0356_STAMPING: TT 65 LEE 1948
 CU0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0356+STABILITY: SURFACE MOTION
 CU0356
 CU0356  HISTORY     - Date     Condition        Report By
 CU0356  HISTORY     - 1948     MONUMENTED       USGS
 CU0356  HISTORY     - 1961     GOOD             NGS
 CU0356
 CU0356                          STATION DESCRIPTION
 CU0356
 CU0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0356'10.95 MI SE FROM COLORADO CITY.
 CU0356'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0356'STATION AT COLORADO CITY, THENCE 9.15 MILES SOUTHEAST ALONG STATE
 CU0356'HIGHWAY 208, 0.55 MILE SOUTHEAST OF THE JUNCTION OF THE HIGHWAY AND
 CU0356'STATE HIGHWAY 644, 0.15 MILE SOUTHEAST OF A GATE AND A TRACK ROAD
 CU0356'LEADING SOUTHWEST, 53 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CU0356'HIGHWAY, 171 1/2 FEET SOUTH AND ACROSS THE HIGHWAY FROM A POWER POLE,
 CU0356'3 FEET SOUTHWEST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 CU0356'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1135 ***********************************************************************
 FL1135  DESIGNATION -  TT 7 L
 FL1135  PID         -  FL1135
 FL1135  STATE/COUNTY-  TX/POTTER
 FL1135  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1135
 FL1135                         *CURRENT SURVEY CONTROL
 FL1135  ___________________________________________________________________
 FL1135* NAD 83(1986)-  35 21 49.     (N)    101 48 41.     (W)     SCALED    
 FL1135* NAVD 88     -      1010.222  (meters)    3314.37   (feet)  ADJUSTED  
 FL1135  ___________________________________________________________________
 FL1135  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL1135  DYNAMIC HT  -        1009.038 (meters)    3310.49  (feet)  COMP
 FL1135  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 FL1135
 FL1135  VERT ORDER  -  SECOND    CLASS 0
 FL1135
 FL1135.The horizontal coordinates were scaled from a topographic map and have
 FL1135.an estimated accuracy of +/- 6 seconds.
 FL1135
 FL1135.The orthometric height was determined by differential leveling
 FL1135.and adjusted by the National Geodetic Survey in June 1991..
 FL1135
 FL1135.The geoid height was determined by GEOID03.
 FL1135
 FL1135.The dynamic height is computed by dividing the NAVD 88
 FL1135.geopotential number by the normal gravity value computed on the
 FL1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1135.degrees latitude (g = 980.6199 gals.).
 FL1135
 FL1135.The modeled gravity was interpolated from observed gravity values.
 FL1135
 FL1135;                    North         East    Units  Estimated Accuracy
 FL1135;SPC TX N     - 1,151,320.      171,700.      MT  (+/- 180 meters Scaled)
 FL1135
 FL1135                          SUPERSEDED SURVEY CONTROL
 FL1135
 FL1135  NGVD 29 (??/??/92) 1009.727  (m)         3312.75   (f) ADJ UNCH    2 0
 FL1135
 FL1135.Superseded values are not recommended for survey control.
 FL1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1135.See file dsdata.txt to determine how the superseded data were derived.
 FL1135
 FL1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE445169(NAD 83)
 FL1135_MARKER: DD = SURVEY DISK
 FL1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1135_STAMPING: TT-7-L 1933
 FL1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1135+STABILITY: SURFACE MOTION
 FL1135
 FL1135  HISTORY     - Date     Condition        Report By
 FL1135  HISTORY     - 1933     MONUMENTED       USGS
 FL1135  HISTORY     - 1934     GOOD             NGS
 FL1135
 FL1135                          STATION DESCRIPTION
 FL1135
 FL1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1135'12.9 MI N FROM AMARILLO.
 FL1135'12.9 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1135'AMARILLO, POTTER COUNTY, 0.5 MILE SOUTHEAST OF MILEPOST 12, 125 FEET
 FL1135'NORTH OF A SECTION HOUSE, 100 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FL1135'TRACK, AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A UNITED
 FL1135'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 7 L 1934 AND SET IN
 FL1135'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0248 ***********************************************************************
 FM0248  DESIGNATION -  TT 7 L USGS
 FM0248  PID         -  FM0248
 FM0248  STATE/COUNTY-  TX/POTTER
 FM0248  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0248
 FM0248                         *CURRENT SURVEY CONTROL
 FM0248  ___________________________________________________________________
 FM0248* NAD 83(1986)-  35 17 18.     (N)    102 01 42.     (W)     SCALED    
 FM0248* NAVD 88     -      1055.076  (meters)    3461.53   (feet)  ADJUSTED  
 FM0248  ___________________________________________________________________
 FM0248  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FM0248  DYNAMIC HT  -        1053.827 (meters)    3457.43  (feet)  COMP
 FM0248  MODELED GRAV-     979,414.2   (mgal)                       NAVD 88
 FM0248
 FM0248  VERT ORDER  -  FIRST     CLASS II
 FM0248
 FM0248.The horizontal coordinates were scaled from a topographic map and have
 FM0248.an estimated accuracy of +/- 6 seconds.
 FM0248
 FM0248.The orthometric height was determined by differential leveling
 FM0248.and adjusted by the National Geodetic Survey in June 1991..
 FM0248
 FM0248.The geoid height was determined by GEOID03.
 FM0248
 FM0248.The dynamic height is computed by dividing the NAVD 88
 FM0248.geopotential number by the normal gravity value computed on the
 FM0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0248.degrees latitude (g = 980.6199 gals.).
 FM0248
 FM0248.The modeled gravity was interpolated from observed gravity values.
 FM0248
 FM0248;                    North         East    Units  Estimated Accuracy
 FM0248;SPC TX N     - 1,143,050.      151,940.      MT  (+/- 180 meters Scaled)
 FM0248
 FM0248                          SUPERSEDED SURVEY CONTROL
 FM0248
 FM0248  NGVD 29 (??/??/92) 1054.589  (m)         3459.93   (f) ADJ UNCH    1 2
 FM0248
 FM0248.Superseded values are not recommended for survey control.
 FM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0248.See file dsdata.txt to determine how the superseded data were derived.
 FM0248
 FM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV702090(NAD 83)
 FM0248_MARKER: DD = SURVEY DISK
 FM0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0248_STAMPING: 7L 1928 TEX
 FM0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0248+STABILITY: SURFACE MOTION
 FM0248
 FM0248  HISTORY     - Date     Condition        Report By
 FM0248  HISTORY     - 1928     MONUMENTED       USGS
 FM0248  HISTORY     - 1933     GOOD             NGS
 FM0248  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0248
 FM0248                          STATION DESCRIPTION
 FM0248
 FM0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0248'2.6 MI NW FROM GENTRY.
 FM0248'2.6 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0248'RAILROAD.  ON LINE BETWEEN SECTIONS 122 AND 151, B.S. AND F. BLOCK 9,
 FM0248'IN LINE WITH FENCE TO THE SOUTH, 40 FEET SOUTH OF RAILROAD TRACK.
 FM0248
 FM0248                          STATION RECOVERY (1985)
 FM0248
 FM0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0248'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0610 ***********************************************************************
 AO0610  DESIGNATION -  TT 7 RRB USGS 1953
 AO0610  PID         -  AO0610
 AO0610  STATE/COUNTY-  TX/MCMULLEN
 AO0610  USGS QUAD   -  LOMA ALTA (1969)
 AO0610
 AO0610                         *CURRENT SURVEY CONTROL
 AO0610  ___________________________________________________________________
 AO0610* NAD 83(1993)-  28 05 04.29650(N)    098 35 38.87373(W)     ADJUSTED  
 AO0610* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 AO0610  ___________________________________________________________________
 AO0610  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AO0610  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AO0610
 AO0610  HORZ ORDER  -  SECOND
 AO0610
 AO0610.The horizontal coordinates were established by classical geodetic methods
 AO0610.and adjusted by the National Geodetic Survey in February 1996..
 AO0610
 AO0610.The orthometric height was scaled from a topographic map.
 AO0610
 AO0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0610
 AO0610.The geoid height was determined by GEOID03.
 AO0610
 AO0610;                    North         East     Units Scale Factor Converg.
 AO0610;SPC TXSC     - 4,027,910.347   639,894.655   MT  1.00009917   +0 11 55.8
 AO0610;SPC TXSC     -13,214,902.53  2,099,387.71   sFT  1.00009917   +0 11 55.8
 AO0610;SPC TX S     - 5,267,898.583   290,747.599   MT  1.00007324   -0 02 33.9
 AO0610;SPC TX S     -17,283,097.27    953,894.41   sFT  1.00007324   -0 02 33.9
 AO0610;UTM  14      - 3,106,632.385   539,875.010   MT  0.99961962   +0 11 27.9
 AO0610
 AO0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0610!SPC TXSC     -   0.99998471  x   1.00009917  =   1.00008388
 AO0610!SPC TX S     -   0.99998471  x   1.00007324  =   1.00005795
 AO0610!UTM  14      -   0.99998471  x   0.99961962  =   0.99960434
 AO0610
 AO0610                          SUPERSEDED SURVEY CONTROL
 AO0610
 AO0610  NAD 83(1986)-  28 05 04.30205(N)    098 35 38.84912(W) AD(       ) 2
 AO0610  NAD 27      -  28 05 03.26400(N)    098 35 37.79400(W) AD(       ) 2
 AO0610
 AO0610.Superseded values are not recommended for survey control.
 AO0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0610.See file dsdata.txt to determine how the superseded data were derived.
 AO0610
 AO0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS3987506632(NAD 83)
 AO0610_MARKER: DB = BENCH MARK DISK
 AO0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0610+STABILITY: SURFACE MOTION
 AO0610
 AO0610  HISTORY     - Date     Condition        Report By
 AO0610  HISTORY     - 1953     MONUMENTED       USGS
 AO0610
 AO0610                          STATION DESCRIPTION
 AO0610
 AO0610'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 AO0610'LOCATED ABOUT 14.2 MILES NORTH OF FREER, 1.85 MILES NORTH OF
 AO0610'MC MULLEN-DUVAL COUNTY LINE AND ON WEST SIDE OF HIGHWAY
 AO0610'RIGHT-OF-WAY.
 AO0610'
 AO0610'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 AO0610'STAMPED, TT 7 RRB 1952 SET IN THE TOP OF A SQUARE, 6 INCH,
 AO0610'CONCRETE POST THAT PROJECTS ABOUT 7 INCHES.  IT IS 54 FEET WEST
 AO0610'OF THE CENTER OF STATE HIGHWAY NO. 173.  26 FEET SOUTH OF
 AO0610'THE CENTER-LINE OF A PRIVATE ROAD RUNNING WEST.  12 FEET
 AO0610'SOUTHEAST OF A TELEPHONE POLE AND 5 FEET EAST OF THE WEST
 AO0610'RIGHT-OF-WAY FENCE.
 AO0610'
 AO0610'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LOMA.
 AO0610'DISTANCE--32.435 METERS (106.41 FEET).  BEARING S 88 DEG 08 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2260 ***********************************************************************
 BY2260  DESIGNATION -  TT 7 WW USGS RESET 1956
 BY2260  PID         -  BY2260
 BY2260  STATE/COUNTY-  TX/ANDERSON
 BY2260  USGS QUAD   -  CAYUGA (1982)
 BY2260
 BY2260                         *CURRENT SURVEY CONTROL
 BY2260  ___________________________________________________________________
 BY2260* NAD 83(1986)-  31 56 34.     (N)    095 56 50.     (W)     SCALED    
 BY2260* NAVD 88     -       106.57   (meters)     349.6    (feet)  RESET     
 BY2260  ___________________________________________________________________
 BY2260  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BY2260
 BY2260  VERT ORDER  -  THIRD
 BY2260
 BY2260.The horizontal coordinates were scaled from a topographic map and have
 BY2260.an estimated accuracy of +/- 6 seconds.
 BY2260
 BY2260.The orthometric height was computed from unverified reset data.
 BY2260
 BY2260.The geoid height was determined by GEOID03.
 BY2260
 BY2260;                    North         East    Units  Estimated Accuracy
 BY2260;SPC TX C     - 3,260,510.    1,114,610.      MT  (+/- 180 meters Scaled)
 BY2260
 BY2260                          SUPERSEDED SURVEY CONTROL
 BY2260
 BY2260.No superseded survey control is available for this station.
 BY2260
 BY2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR213378(NAD 83)
 BY2260_MARKER: DB = BENCH MARK DISK
 BY2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2260_STAMPING: TT 7 WW RESET 1956
 BY2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2260+STABILITY: SURFACE MOTION
 BY2260
 BY2260  HISTORY     - Date     Condition        Report By
 BY2260  HISTORY     - 1956     MONUMENTED       CGS
 BY2260
 BY2260                          STATION DESCRIPTION
 BY2260
 BY2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BY2260'1.8 MI SE FROM CAYUGA.
 BY2260'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 BY2260'CAYUGA, 35 FEET NORTH OF THE NORTH RIGHT-OF-WAY LINE OF THE HIGHWAY 50
 BY2260'FEET WEST OF THE CENTERLINE OF A ROAD LEADING NORTH, 6 FEET SOUTH OF A
 BY2260'16 INCH OAK AND 6 FEET NORTHWEST OF A 16 INCH OAK TREE.  A STANDARD
 BY2260'DISK STAMPED TT 7 WW RESET 1956 IN A CONCRETE MONUMENT WHICH PROJECTS
 BY2260'4 INCHES AND IS 2 FEET SOUTHEAST OF A 4 X 4 POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1316 ***********************************************************************
 DM1316  DESIGNATION -  TT 75 LEE USGS 1951
 DM1316  PID         -  DM1316
 DM1316  STATE/COUNTY-  TX/RED RIVER
 DM1316  USGS QUAD   -  NEGLEY (1951)
 DM1316
 DM1316                         *CURRENT SURVEY CONTROL
 DM1316  ___________________________________________________________________
 DM1316* NAD 83(1993)-  33 50 38.34362(N)    095 01 56.99155(W)     ADJUSTED  
 DM1316* NAVD 88     -       119.22   (+/-2cm)     391.1    (feet)  VERTCON   
 DM1316  ___________________________________________________________________
 DM1316  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DM1316  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DM1316
 DM1316  HORZ ORDER  -  SECOND
 DM1316  VERT ORDER  -  THIRD ? (See Below)
 DM1316
 DM1316.The horizontal coordinates were established by classical geodetic methods
 DM1316.and adjusted by the National Geodetic Survey in February 1996..
 DM1316
 DM1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1316.The vertical order pertains to the NGVD 29 superseded value.
 DM1316
 DM1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1316
 DM1316.The geoid height was determined by GEOID03.
 DM1316
 DM1316;                    North         East     Units Scale Factor Converg.
 DM1316;SPC TXNC     - 2,246,747.546   920,860.419   MT  0.99996809   +1 53 28.2
 DM1316;SPC TXNC     - 7,371,204.24  3,021,189.56   sFT  0.99996809   +1 53 28.2
 DM1316;UTM  15      - 3,746,715.608   311,945.701   MT  1.00003598   -1 07 56.3
 DM1316
 DM1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1316!SPC TXNC     -   0.99998561  x   0.99996809  =   0.99995370
 DM1316!UTM  15      -   0.99998561  x   1.00003598  =   1.00002159
 DM1316
 DM1316                          SUPERSEDED SURVEY CONTROL
 DM1316
 DM1316  NAD 83(1993)-  33 50 38.34367(N)    095 01 56.99164(W) AD(       ) 2
 DM1316  NAD 83(1986)-  33 50 38.34976(N)    095 01 56.97847(W) AD(       ) 2
 DM1316  NAD 27      -  33 50 37.95900(N)    095 01 56.16800(W) AD(       ) 2
 DM1316  NGVD 29 (07/19/86)  119.21   (m)          391.1    (f) LEVELING    3  
 DM1316
 DM1316.Superseded values are not recommended for survey control.
 DM1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1316.See file dsdata.txt to determine how the superseded data were derived.
 DM1316
 DM1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1194646716(NAD 83)
 DM1316_MARKER: DB = BENCH MARK DISK
 DM1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1316+STABILITY: SURFACE MOTION
 DM1316
 DM1316  HISTORY     - Date     Condition        Report By
 DM1316  HISTORY     - 1951     MONUMENTED       CGS
 DM1316
 DM1316                          STATION DESCRIPTION
 DM1316
 DM1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1316'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF CLARKSVILLE,
 DM1316'1-1/4 MILES SOUTH OF THE ALBION FERRY AND ALONG THE EAST
 DM1316'SIDE OF STATE HIGHWAY 37.  IT IS 42 FEET EAST OF THE CENTERLINE
 DM1316'OF THE HIGHWAY AND 31 FEET WEST OF A POWERLINE POLE.  THE
 DM1316'MARK IS A STANDARD U.S.G.S. BENCH MARK SET IN A 8X8 INCH
 DM1316'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES AND THE DISK
 DM1316'IS STAMPED TT 75 LEE 1949.
 DM1316'
 DM1316'A TRAVERSE CONNECTION WAS MADE FROM STATION ALBION TO TT 75
 DM1316'LEE.  IT IS 129.99 FEET OR 39.622 METERS EAST-SOUTHEAST OF
 DM1316'THE STATION.
 DM1316'
 DM1316'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN CLARKSVILLE,
 DM1316'GO WEST ON U.S. HIGHWAY 82 FOR 1 BLOCK, TURN RIGHT (NORTH)
 DM1316'ON STATE HIGHWAY 37 FOR 9.5 MILES TO A FIRE TOWER ON THE LEFT,
 DM1316'CONTINUE ON NORTH FOR 6.7 MILES TO THE STATION ON THE RIGHT
 DM1316'JUST BEFORE REACHING A SCHOOL HOUSE ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1355 ***********************************************************************
 DM1355  DESIGNATION -  TT 76 LEE USGS 1951
 DM1355  PID         -  DM1355
 DM1355  STATE/COUNTY-  TX/RED RIVER
 DM1355  USGS QUAD   -  WOODLAND (1951)
 DM1355
 DM1355                         *CURRENT SURVEY CONTROL
 DM1355  ___________________________________________________________________
 DM1355* NAD 83(1993)-  33 48 39.25638(N)    095 16 24.98983(W)     ADJUSTED  
 DM1355* NAVD 88     -       162.94   (+/-2cm)     534.6    (feet)  VERTCON   
 DM1355  ___________________________________________________________________
 DM1355  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DM1355  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DM1355
 DM1355  HORZ ORDER  -  SECOND
 DM1355  VERT ORDER  -  THIRD ? (See Below)
 DM1355
 DM1355.The horizontal coordinates were established by classical geodetic methods
 DM1355.and adjusted by the National Geodetic Survey in February 1996..
 DM1355
 DM1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1355.The vertical order pertains to the NGVD 29 superseded value.
 DM1355
 DM1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1355
 DM1355.The geoid height was determined by GEOID03.
 DM1355
 DM1355;                    North         East     Units Scale Factor Converg.
 DM1355;SPC TXNC     - 2,242,369.405   898,669.531   MT  0.99996027   +1 45 34.8
 DM1355;SPC TXNC     - 7,356,840.29  2,948,384.95   sFT  0.99996027   +1 45 34.8
 DM1355;UTM  15      - 3,743,513.975   289,551.909   MT  1.00014601   -1 15 56.2
 DM1355
 DM1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1355!SPC TXNC     -   0.99997875  x   0.99996027  =   0.99993902
 DM1355!UTM  15      -   0.99997875  x   1.00014601  =   1.00012476
 DM1355
 DM1355                          SUPERSEDED SURVEY CONTROL
 DM1355
 DM1355  NAD 83(1993)-  33 48 39.25674(N)    095 16 24.98959(W) AD(       ) 2
 DM1355  NAD 83(1986)-  33 48 39.26269(N)    095 16 24.97809(W) AD(       ) 2
 DM1355  NAD 27      -  33 48 38.87900(N)    095 16 24.15100(W) AD(       ) 2
 DM1355  NGVD 29 (07/19/86)  162.91   (m)          534.5    (f) LEVELING    3  
 DM1355
 DM1355.Superseded values are not recommended for survey control.
 DM1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1355.See file dsdata.txt to determine how the superseded data were derived.
 DM1355
 DM1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8955243514(NAD 83)
 DM1355_MARKER: DB = BENCH MARK DISK
 DM1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1355_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1355+STABILITY: SURFACE MOTION
 DM1355
 DM1355  HISTORY     - Date     Condition        Report By
 DM1355  HISTORY     - 1951     MONUMENTED       CGS
 DM1355
 DM1355                          STATION DESCRIPTION
 DM1355
 DM1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1355'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF THE TOWN OF
 DM1355'DETROIT AND 1/4 MILE NORTH OF THE VILLAGE OF WOODLAND.  IT
 DM1355'IS 31 FEET EAST OF THE CENTERLINE OF FARM ROAD 410 AND 1 FOOT
 DM1355'WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK IS A STANDARD USGS
 DM1355'BENCH MARK DISK SET IN A 6X6 INCH SQUARE CONCRETE POST WHICH
 DM1355'PROJECTS 6 INCHES AND THE DISK IS STAMPED TT 76 LEE 1949.
 DM1355'
 DM1355'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1355'WOODLAND TO TT 76 LEE.  IT IS 24.620 METERS OR 80.77 FEET
 DM1355'NORTHEAST OF THE STATION.
 DM1355'
 DM1355'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN PARIS, GO
 DM1355'EAST ON HIGHWAY 82 FOR 1.2 MILES TO FARM ROAD 195 (20 TH.
 DM1355'STREET), TURN LEFT ON FARM ROAD 195 AND GO NORTH AND EAST
 DM1355'20.25 MILES TO THE JUNCTION OF FARM ROAD 195 AND 410 IN THE
 DM1355'VILLAGE OF WOODLAND.  HERE GO EAST ON FARM ROAD 410 0.1 MILE,
 DM1355'TURN LEFT (NORTH) WITH FARM ROAD 410 FOR 0.25 MILE TO THE TOP
 DM1355'OF RIDGE AND THE STATION ON THE RIGHT OR EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0244 ***********************************************************************
 FM0244  DESIGNATION -  TT 8 L USGS
 FM0244  PID         -  FM0244
 FM0244  STATE/COUNTY-  TX/POTTER
 FM0244  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0244
 FM0244                         *CURRENT SURVEY CONTROL
 FM0244  ___________________________________________________________________
 FM0244* NAD 83(1986)-  35 19 08.     (N)    102 02 25.     (W)     SCALED    
 FM0244* NAVD 88     -      1024.254  (meters)    3360.41   (feet)  ADJUSTED  
 FM0244  ___________________________________________________________________
 FM0244  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0244  DYNAMIC HT  -        1023.045 (meters)    3356.44  (feet)  COMP
 FM0244  MODELED GRAV-     979,419.6   (mgal)                       NAVD 88
 FM0244
 FM0244  VERT ORDER  -  FIRST     CLASS II
 FM0244
 FM0244.The horizontal coordinates were scaled from a topographic map and have
 FM0244.an estimated accuracy of +/- 6 seconds.
 FM0244
 FM0244.The orthometric height was determined by differential leveling
 FM0244.and adjusted by the National Geodetic Survey in June 1991..
 FM0244
 FM0244.The geoid height was determined by GEOID03.
 FM0244
 FM0244.The dynamic height is computed by dividing the NAVD 88
 FM0244.geopotential number by the normal gravity value computed on the
 FM0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0244.degrees latitude (g = 980.6199 gals.).
 FM0244
 FM0244.The modeled gravity was interpolated from observed gravity values.
 FM0244
 FM0244;                    North         East    Units  Estimated Accuracy
 FM0244;SPC TX N     - 1,146,450.      150,880.      MT  (+/- 180 meters Scaled)
 FM0244
 FM0244                          SUPERSEDED SURVEY CONTROL
 FM0244
 FM0244  NGVD 29 (??/??/92) 1023.775  (m)         3358.84   (f) ADJ UNCH    1 2
 FM0244
 FM0244.Superseded values are not recommended for survey control.
 FM0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0244.See file dsdata.txt to determine how the superseded data were derived.
 FM0244
 FM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV690124(NAD 83)
 FM0244_MARKER: DD = SURVEY DISK
 FM0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0244_STAMPING: 8L 1928 TEX
 FM0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0244+STABILITY: SURFACE MOTION
 FM0244
 FM0244  HISTORY     - Date     Condition        Report By
 FM0244  HISTORY     - 1928     MONUMENTED       USGS
 FM0244  HISTORY     - 1933     GOOD             NGS
 FM0244  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0244
 FM0244                          STATION DESCRIPTION
 FM0244
 FM0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0244'4.8 MI NW FROM GENTRY.
 FM0244'4.8 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0244'CITY RAILROAD.  AT FITZ SIDING, OPPOSITE THE SIGN FITZ AND 50 FEET
 FM0244'WEST OF IT, 520 FEET SOUTH OF MILE POST NO. 352, 6 FEET NORTH OF
 FM0244'TELEGRAPH POLE AND IN LINE WITH ROW OF POLES, 33 FEET WEST FROM MAIN
 FM0244'TRACK.
 FM0244
 FM0244                          STATION RECOVERY (1985)
 FM0244
 FM0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0244'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5795 ***********************************************************************
 AH5795  DESIGNATION -  TT 8 LJR
 AH5795  PID         -  AH5795
 AH5795  STATE/COUNTY-  TX/WILLIAMSON
 AH5795  USGS QUAD   -  JOLLYVILLE (1987)
 AH5795
 AH5795                         *CURRENT SURVEY CONTROL
 AH5795  ___________________________________________________________________
 AH5795* NAD 83(1993)-  30 28 42.58440(N)    097 45 31.55336(W)     ADJUSTED  
 AH5795* NAVD 88     -       269.5    (meters)     884.     (feet)  VERTCON   
 AH5795  ___________________________________________________________________
 AH5795  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AH5795  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AH5795
 AH5795  HORZ ORDER  -  THIRD
 AH5795
 AH5795.The horizontal coordinates were established by classical geodetic methods
 AH5795.and adjusted by the National Geodetic Survey in July 1998..
 AH5795
 AH5795.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5795
 AH5795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5795
 AH5795.The geoid height was determined by GEOID03.
 AH5795
 AH5795;                    North         East     Units Scale Factor Converg.
 AH5795;SPC TX C     - 3,092,856.427   947,169.090   MT  0.99992310   +1 19 33.8
 AH5795;SPC TX C     -10,147,146.46  3,107,503.92   sFT  0.99992310   +1 19 33.8
 AH5795;UTM  14      - 3,372,463.112   619,140.335   MT  0.99977511   +0 37 46.7
 AH5795
 AH5795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5795!SPC TX C     -   0.99996173  x   0.99992310  =   0.99988483
 AH5795!UTM  14      -   0.99996173  x   0.99977511  =   0.99973685
 AH5795
 AH5795                          SUPERSEDED SURVEY CONTROL
 AH5795
 AH5795  NGVD 29 (07/28/98)  269.4    (m)          884.     (f) VERT ANG       
 AH5795
 AH5795.Superseded values are not recommended for survey control.
 AH5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5795.See file dsdata.txt to determine how the superseded data were derived.
 AH5795
 AH5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1914072463(NAD 83)
 AH5795_MARKER: DS = TRIANGULATION STATION DISK
 AH5795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5795_PROJECTION: FLUSH
 AH5795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5795+STABILITY: SURFACE MOTION
 AH5795
 AH5795  HISTORY     - Date     Condition        Report By
 AH5795  HISTORY     - 1954     MONUMENTED       USGS
 AH5795  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AH5795
 AH5795                          STATION DESCRIPTION
 AH5795
 AH5795'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AH5795'ROUND ROCK, 5.95 MI. W. ALONG FARM ROAD 620 FROM THE INTERSECTION OF
 AH5795'HIGHWAYS 81 AND 620, TO PRIVATE DRIVE N., 185 FT. E. OF DRIVEWAY OF I.
 AH5795'C. PEARSONS PLACE, 5 FT. S. OF A FENCE LINE, 45 FT. N. OF CENTERLINE
 AH5795'OF FARM ROAD 620, 940 FT. E. OF RAILROAD CROSSING.
 AH5795'RECOVERED BY USGS IN 1962.
 AH5795'STATION MARK--STANDARD TABLET CEMENTED IN A LARGE LIMESTONE BOULDER
 AH5795'ABOUT 2.0 FT. ABOVE GROUND, STAMPED---TT 8 LJR 1954---.
 AH5795
 AH5795                          STATION RECOVERY (2004)
 AH5795
 AH5795'RECOVERY NOTE BY US POWER SQUADRON 2004 (DOR)
 AH5795'THE DRIVE TO THE HOUSE IS STILL THERE BUT MAJOR ROADWORK HAS PROBABLY
 AH5795'DESTROYED THE MARK.  THE BOULDER IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0803 ***********************************************************************
 BM0803  DESIGNATION -  TT 85 DHW USGS
 BM0803  PID         -  BM0803
 BM0803  STATE/COUNTY-  TX/WILLIAMSON
 BM0803  USGS QUAD   -  ROUND ROCK (1987)
 BM0803
 BM0803                         *CURRENT SURVEY CONTROL
 BM0803  ___________________________________________________________________
 BM0803* NAD 83(1986)-  30 30 30.     (N)    097 40 43.     (W)     SCALED    
 BM0803* NAVD 88     -       223.866  (meters)     734.47   (feet)  ADJUSTED  
 BM0803  ___________________________________________________________________
 BM0803  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM0803  DYNAMIC HT  -         223.563 (meters)     733.47  (feet)  COMP
 BM0803  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 BM0803
 BM0803  VERT ORDER  -  FIRST     CLASS II
 BM0803
 BM0803.The horizontal coordinates were scaled from a topographic map and have
 BM0803.an estimated accuracy of +/- 6 seconds.
 BM0803
 BM0803.The orthometric height was determined by differential leveling
 BM0803.and adjusted by the National Geodetic Survey in June 1991..
 BM0803
 BM0803.The geoid height was determined by GEOID03.
 BM0803
 BM0803.The dynamic height is computed by dividing the NAVD 88
 BM0803.geopotential number by the normal gravity value computed on the
 BM0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0803.degrees latitude (g = 980.6199 gals.).
 BM0803
 BM0803.The modeled gravity was interpolated from observed gravity values.
 BM0803
 BM0803;                    North         East    Units  Estimated Accuracy
 BM0803;SPC TX C     - 3,096,340.      954,780.      MT  (+/- 180 meters Scaled)
 BM0803
 BM0803                          SUPERSEDED SURVEY CONTROL
 BM0803
 BM0803.No superseded survey control is available for this station.
 BM0803
 BM0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU267758(NAD 83)
 BM0803_MARKER: DD = SURVEY DISK
 BM0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0803_SP_SET: WELL
 BM0803_STAMPING: TT 85 DHW 1954 734
 BM0803_MARK LOGO: USGS  
 BM0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0803
 BM0803  HISTORY     - Date     Condition        Report By
 BM0803  HISTORY     - 1954     MONUMENTED       USGS
 BM0803  HISTORY     - 1980     GOOD             NGS
 BM0803  HISTORY     - 1990     GOOD             USPSQD
 BM0803  HISTORY     - 19990602 MARK NOT FOUND   USPSQD
 BM0803
 BM0803                          STATION DESCRIPTION
 BM0803
 BM0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0803'IN ROUND ROCK.
 BM0803'IN ROUND ROCK, AT THE JUNCTION OF U.S. HIGHWAY 81 BUSINESS AND RANCH
 BM0803'ROAD 620, 10.2 METERS (33.5 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 BM0803'THE HIGHWAY, IN TOP OF AN OLD ROCK AND CEMENT WELL, IN THE CENTER OF
 BM0803'THE JUNCTION OF THE HIGHWAY, THE RANCH ROAD, AND MAIN AVENUE,
 BM0803'2.9 METERS (9.5 FT) WEST OF THE EAST CURB OF THE TRAFFIC ISLAND AROUND
 BM0803'THE WELL.
 BM0803'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BM0803
 BM0803                          STATION RECOVERY (1990)
 BM0803
 BM0803'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0803'RECOVERED IN GOOD CONDITION.
 BM0803
 BM0803                          STATION RECOVERY (1999)
 BM0803
 BM0803'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0635 ***********************************************************************
 AO0635  DESIGNATION -  TT 9 AAB USGS 1953
 AO0635  PID         -  AO0635
 AO0635  STATE/COUNTY-  TX/MCMULLEN
 AO0635  USGS QUAD   -  CROSS (1969)
 AO0635
 AO0635                         *CURRENT SURVEY CONTROL
 AO0635  ___________________________________________________________________
 AO0635* NAD 83(1993)-  28 32 59.02566(N)    098 32 44.22018(W)     ADJUSTED  
 AO0635* NAVD 88     -       113.96   (+/-2cm)     373.9    (feet)  VERTCON   
 AO0635  ___________________________________________________________________
 AO0635  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AO0635  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AO0635
 AO0635  HORZ ORDER  -  SECOND
 AO0635  VERT ORDER  -  THIRD ? (See Below)
 AO0635
 AO0635.The horizontal coordinates were established by classical geodetic methods
 AO0635.and adjusted by the National Geodetic Survey in February 1996..
 AO0635
 AO0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0635.The vertical order pertains to the NGVD 29 superseded value.
 AO0635
 AO0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0635
 AO0635.The geoid height was determined by GEOID03.
 AO0635
 AO0635;                    North         East     Units Scale Factor Converg.
 AO0635;SPC TXSC     - 4,079,484.530   644,463.070   MT  0.99995640   +0 13 21.4
 AO0635;SPC TXSC     -13,384,108.83  2,114,375.92   sFT  0.99995640   +0 13 21.4
 AO0635;UTM  14      - 3,158,185.386   544,447.589   MT  0.99962438   +0 13 01.8
 AO0635
 AO0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0635!SPC TXSC     -   0.99998614  x   0.99995640  =   0.99994254
 AO0635!UTM  14      -   0.99998614  x   0.99962438  =   0.99961052
 AO0635
 AO0635                          SUPERSEDED SURVEY CONTROL
 AO0635
 AO0635  NAD 83(1986)-  28 32 59.03004(N)    098 32 44.19526(W) AD(       ) 2
 AO0635  NAD 27      -  28 32 58.07300(N)    098 32 43.13000(W) AD(       ) 2
 AO0635  NGVD 29 (07/19/86)  113.92   (m)          373.8    (f) LEVELING    3  
 AO0635
 AO0635.Superseded values are not recommended for survey control.
 AO0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0635.See file dsdata.txt to determine how the superseded data were derived.
 AO0635
 AO0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4444858185(NAD 83)
 AO0635_MARKER: DB = BENCH MARK DISK
 AO0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0635+STABILITY: SURFACE MOTION
 AO0635
 AO0635  HISTORY     - Date     Condition        Report By
 AO0635  HISTORY     - 1953     MONUMENTED       CGS
 AO0635  HISTORY     - 20010213 MARK NOT FOUND   FRONT
 AO0635
 AO0635                          STATION DESCRIPTION
 AO0635
 AO0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0635'LOCATED ABOUT 6.0 MILES NORTH OF TILDEN, 3.5 MILES SOUTH
 AO0635'OF THE VILLAGE OF CROSS AND ON LAND OWNED BY MRS. GREEN CROSS.
 AO0635'
 AO0635'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 AO0635'DISK STAMPED, 33 BE 1952 374 TT 9 AAB SET IN THE TOP OF
 AO0635'A 6 INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 3 INCHES.
 AO0635'IT IS 64 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 173.
 AO0635'25 FEET NORTH OF THE CENTERLINE OF A CATTLE GUARD AND ROAD
 AO0635'LEADING TO GREEN FRANKLINS RANCH HOUSE.  3 FEET EAST AND
 AO0635'3 FEET SOUTH OF A T-FENCE CORNER.
 AO0635'
 AO0635'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AO0635'CROSS.  DISTANCE--57.461 METERS (188.52 FEET).  BEARING--S
 AO0635'54 DEG 44 MIN W.
 AO0635
 AO0635                          STATION RECOVERY (2001)
 AO0635
 AO0635'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2001 (JLM)
 AO0635'POSSIBLY DESTOYED BY HIGHWAY CONSTRUCTION.  POSTION CURRENTLY IN
 AO0635'HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0921 ***********************************************************************
 CA0921  DESIGNATION -  TT 9 K USGS
 CA0921  PID         -  CA0921
 CA0921  STATE/COUNTY-  TX/BROWN
 CA0921  USGS QUAD   -  ZEPHYR (1979)
 CA0921
 CA0921                         *CURRENT SURVEY CONTROL
 CA0921  ___________________________________________________________________
 CA0921* NAD 83(1986)-  31 39 59.     (N)    098 47 12.     (W)     SCALED    
 CA0921* NAVD 88     -       453.520  (meters)    1487.92   (feet)  ADJUSTED  
 CA0921  ___________________________________________________________________
 CA0921  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CA0921  DYNAMIC HT  -         452.929 (meters)    1485.98  (feet)  COMP
 CA0921  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 CA0921
 CA0921  VERT ORDER  -  FIRST     CLASS II
 CA0921
 CA0921.The horizontal coordinates were scaled from a topographic map and have
 CA0921.an estimated accuracy of +/- 6 seconds.
 CA0921
 CA0921.The orthometric height was determined by differential leveling
 CA0921.and adjusted by the National Geodetic Survey in June 1991..
 CA0921
 CA0921.The geoid height was determined by GEOID03.
 CA0921
 CA0921.The dynamic height is computed by dividing the NAVD 88
 CA0921.geopotential number by the normal gravity value computed on the
 CA0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0921.degrees latitude (g = 980.6199 gals.).
 CA0921
 CA0921.The modeled gravity was interpolated from observed gravity values.
 CA0921
 CA0921;                    North         East    Units  Estimated Accuracy
 CA0921;SPC TX C     - 3,222,710.      846,660.      MT  (+/- 180 meters Scaled)
 CA0921
 CA0921                          SUPERSEDED SURVEY CONTROL
 CA0921
 CA0921.No superseded survey control is available for this station.
 CA0921
 CA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA202034(NAD 83)
 CA0921_MARKER: DB = BENCH MARK DISK
 CA0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0921_SP_SET: CONCRETE POST
 CA0921_STAMPING: TT 9 K 1946
 CA0921_MARK LOGO: USGS  
 CA0921_PROJECTION: PROJECTING 15 CENTIMETERS
 CA0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0921+STABILITY: SURFACE MOTION
 CA0921
 CA0921  HISTORY     - Date     Condition        Report By
 CA0921  HISTORY     - 1946     MONUMENTED       USGS
 CA0921  HISTORY     - 1983     GOOD             NGS
 CA0921
 CA0921                          STATION DESCRIPTION
 CA0921
 CA0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0921'17.5 KM (10.85 MI) SE FROM EARLY.
 CA0921'17.5 KM (10.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS
 CA0921'JUNCTION WITH U.S. HIGHWAYS 67 AND 377 IN EARLY, 22.9 METERS (75.1 FT)
 CA0921'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.5 METERS (41.0 FT) EAST
 CA0921'OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 5.8 METERS (19.4 FT)
 CA0921'SOUTHEAST OF THE NORTHWEST CORNER OF A FENCE AROUND THE ZEPHYR
 CA0921'CEMETERY AND 1.0 METER (3.3 FT) SOUTHWEST OF A FENCE.
 CA0921'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0242 ***********************************************************************
 FM0242  DESIGNATION -  TT 9 L USGS
 FM0242  PID         -  FM0242
 FM0242  STATE/COUNTY-  TX/POTTER
 FM0242  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0242
 FM0242                         *CURRENT SURVEY CONTROL
 FM0242  ___________________________________________________________________
 FM0242* NAD 83(1986)-  35 20 51.     (N)    102 02 37.     (W)     SCALED    
 FM0242* NAVD 88     -      1005.484  (meters)    3298.83   (feet)  ADJUSTED  
 FM0242  ___________________________________________________________________
 FM0242  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FM0242  DYNAMIC HT  -        1004.300 (meters)    3294.94  (feet)  COMP
 FM0242  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 FM0242
 FM0242  VERT ORDER  -  FIRST     CLASS II
 FM0242
 FM0242.The horizontal coordinates were scaled from a topographic map and have
 FM0242.an estimated accuracy of +/- 6 seconds.
 FM0242
 FM0242.The orthometric height was determined by differential leveling
 FM0242.and adjusted by the National Geodetic Survey in June 1991..
 FM0242
 FM0242.The geoid height was determined by GEOID03.
 FM0242
 FM0242.The dynamic height is computed by dividing the NAVD 88
 FM0242.geopotential number by the normal gravity value computed on the
 FM0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0242.degrees latitude (g = 980.6199 gals.).
 FM0242
 FM0242.The modeled gravity was interpolated from observed gravity values.
 FM0242
 FM0242;                    North         East    Units  Estimated Accuracy
 FM0242;SPC TX N     - 1,149,620.      150,590.      MT  (+/- 180 meters Scaled)
 FM0242
 FM0242                          SUPERSEDED SURVEY CONTROL
 FM0242
 FM0242  NGVD 29 (??/??/92) 1005.008  (m)         3297.26   (f) ADJ UNCH    1 2
 FM0242
 FM0242.Superseded values are not recommended for survey control.
 FM0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0242.See file dsdata.txt to determine how the superseded data were derived.
 FM0242
 FM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV686155(NAD 83)
 FM0242_MARKER: DD = SURVEY DISK
 FM0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0242_STAMPING: 9L 1928 TEX
 FM0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0242+STABILITY: SURFACE MOTION
 FM0242
 FM0242  HISTORY     - Date     Condition        Report By
 FM0242  HISTORY     - 1928     MONUMENTED       USGS
 FM0242  HISTORY     - 1933     GOOD             NGS
 FM0242  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0242
 FM0242                          STATION DESCRIPTION
 FM0242
 FM0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FM0242'3.9 MI SE FROM BODEN.
 FM0242'3.9 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0242'CITY RAILROAD.  0.50 MILE SOUTH FROM RAILROAD TRESTLE OVER TECORAS
 FM0242'CREEK, 450 FEET SOUTH OF MILE POST NO. 354, 500 FEET NORTH OF RAILROAD
 FM0242'CURVE, 35 FEET WEST OF THE TRACK, IN LINE WITH ROW OF TELEGRAPH POLES.
 FM0242
 FM0242                          STATION RECOVERY (1985)
 FM0242
 FM0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0242'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0823 ***********************************************************************
 CA0823  DESIGNATION -  TT 9 R USGS
 CA0823  PID         -  CA0823
 CA0823  STATE/COUNTY-  TX/MCCULLOCH
 CA0823  USGS QUAD   -  PLACID (1979)
 CA0823
 CA0823                         *CURRENT SURVEY CONTROL
 CA0823  ___________________________________________________________________
 CA0823* NAD 83(1986)-  31 21 04.     (N)    099 11 05.     (W)     SCALED    
 CA0823* NAVD 88     -       480.485  (meters)    1576.39   (feet)  ADJUSTED  
 CA0823  ___________________________________________________________________
 CA0823  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CA0823  DYNAMIC HT  -         479.843 (meters)    1574.28  (feet)  COMP
 CA0823  MODELED GRAV-     979,289.5   (mgal)                       NAVD 88
 CA0823
 CA0823  VERT ORDER  -  FIRST     CLASS II
 CA0823
 CA0823.The horizontal coordinates were scaled from a topographic map and have
 CA0823.an estimated accuracy of +/- 6 seconds.
 CA0823
 CA0823.The orthometric height was determined by differential leveling
 CA0823.and adjusted by the National Geodetic Survey in June 1991..
 CA0823
 CA0823.The geoid height was determined by GEOID03.
 CA0823
 CA0823.The dynamic height is computed by dividing the NAVD 88
 CA0823.geopotential number by the normal gravity value computed on the
 CA0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0823.degrees latitude (g = 980.6199 gals.).
 CA0823
 CA0823.The modeled gravity was interpolated from observed gravity values.
 CA0823
 CA0823;                    North         East    Units  Estimated Accuracy
 CA0823;SPC TX C     - 3,187,300.      809,280.      MT  (+/- 180 meters Scaled)
 CA0823
 CA0823                          SUPERSEDED SURVEY CONTROL
 CA0823
 CA0823.No superseded survey control is available for this station.
 CA0823
 CA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV824685(NAD 83)
 CA0823_MARKER: DB = BENCH MARK DISK
 CA0823_SETTING: 66 = SET IN ROCK OUTCROP
 CA0823_SP_SET: ROCK OUTCROP
 CA0823_STAMPING: TT 9 R 1946
 CA0823_MARK LOGO: USGS  
 CA0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0823+STABILITY: POSITION/ELEVATION WELL
 CA0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0823+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0823
 CA0823  HISTORY     - Date     Condition        Report By
 CA0823  HISTORY     - 1946     MONUMENTED       USGS
 CA0823  HISTORY     - 1982     GOOD             NGS
 CA0823  HISTORY     - 19950826 GOOD             USPSQD
 CA0823  HISTORY     - 20060319 GOOD             USPSQD
 CA0823
 CA0823                          STATION DESCRIPTION
 CA0823
 CA0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0823'28.2 KM (17.5 MI) NE FROM BRADY.
 CA0823'28.2 KM (17.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0823'COURTHOUSE IN BRADY, 0.4 KM (0.25 MI) SOUTHWEST OF A FIELD ROAD
 CA0823'LEADING SOUTHEAST, IN THE CENTER OF A 4 BY 6 FT EXPOSED AREA OF
 CA0823'OUTCROPPING BEDROCK, 14.7 METERS (48.2 FT) NORTHWEST OF THE CENTERLINE
 CA0823'OF THE HIGHWAY AND 0.5 METER (1.6 FT) SOUTHEAST OF A FENCE.
 CA0823'THE MARK IS 1.4 METERS  ENE FROM A WITNESS POST.
 CA0823'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 CA0823
 CA0823                          STATION RECOVERY (1995)
 CA0823
 CA0823'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0823'RECOVERED IN GOOD CONDITION.
 CA0823
 CA0823                          STATION RECOVERY (2006)
 CA0823
 CA0823'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0823'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0657 ***********************************************************************
 CR0657  DESIGNATION -  TT 9 S
 CR0657  PID         -  CR0657
 CR0657  STATE/COUNTY-  TX/VAN ZANDT
 CR0657  USGS QUAD   -  MARTINS MILL (1984)
 CR0657
 CR0657                         *CURRENT SURVEY CONTROL
 CR0657  ___________________________________________________________________
 CR0657* NAD 83(1986)-  32 29 56.     (N)    095 51 33.     (W)     SCALED    
 CR0657* NAVD 88     -       182.697  (meters)     599.40   (feet)  ADJUSTED  
 CR0657  ___________________________________________________________________
 CR0657  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0657  DYNAMIC HT  -         182.488 (meters)     598.71  (feet)  COMP
 CR0657  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CR0657
 CR0657  VERT ORDER  -  SECOND    CLASS 0
 CR0657
 CR0657.The horizontal coordinates were scaled from a topographic map and have
 CR0657.an estimated accuracy of +/- 6 seconds.
 CR0657
 CR0657.The orthometric height was determined by differential leveling
 CR0657.and adjusted by the National Geodetic Survey in June 1991..
 CR0657
 CR0657.The geoid height was determined by GEOID03.
 CR0657
 CR0657.The dynamic height is computed by dividing the NAVD 88
 CR0657.geopotential number by the normal gravity value computed on the
 CR0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0657.degrees latitude (g = 980.6199 gals.).
 CR0657
 CR0657.The modeled gravity was interpolated from observed gravity values.
 CR0657
 CR0657;                    North         East    Units  Estimated Accuracy
 CR0657;SPC TXNC     - 2,095,410.      848,130.      MT  (+/- 180 meters Scaled)
 CR0657
 CR0657                          SUPERSEDED SURVEY CONTROL
 CR0657
 CR0657  NGVD 29 (??/??/92)  182.709  (m)          599.44   (f) ADJ UNCH    2 0
 CR0657
 CR0657.Superseded values are not recommended for survey control.
 CR0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0657.See file dsdata.txt to determine how the superseded data were derived.
 CR0657
 CR0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR313993(NAD 83)
 CR0657_MARKER: DD = SURVEY DISK
 CR0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0657_STAMPING: TT 9 S 1946 599
 CR0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0657+STABILITY: SURFACE MOTION
 CR0657
 CR0657  HISTORY     - Date     Condition        Report By
 CR0657  HISTORY     - 1946     MONUMENTED       USGS
 CR0657  HISTORY     - 1948     GOOD             NGS
 CR0657  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0657
 CR0657                          STATION DESCRIPTION
 CR0657
 CR0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0657'3.9 MI S FROM CANTON.
 CR0657'3.9 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR0657'HIGHWAY 64 AT CANTON, AT AN INTERSECTION WITH A NORTHEAST-SOUTHWEST
 CR0657'DIRT ROAD, 108.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 65.7
 CR0657'FEET NORTH OF THE NORTHEAST CORNER OF A FARMHOUSE, 25.0 FEET SOUTHEAST
 CR0657'OF THE CENTER LINE OF THE DIRT ROAD, 1.0 FOOT SOUTH OF A REFERENCE
 CR0657'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 CR0657'GROUND.
 CR0657
 CR0657                          STATION RECOVERY (1995)
 CR0657
 CR0657'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0784 ***********************************************************************
 BL0784  DESIGNATION -  TT 989
 BL0784  PID         -  BL0784
 BL0784  STATE/COUNTY-  TX/TRINITY
 BL0784  USGS QUAD   -  TRINITY WEST (1972)
 BL0784
 BL0784                         *CURRENT SURVEY CONTROL
 BL0784  ___________________________________________________________________
 BL0784* NAD 83(1986)-  30 53 32.     (N)    095 22 36.     (W)     SCALED    
 BL0784* NAVD 88     -        52.58   (+/-2cm)     172.5    (feet)  VERTCON   
 BL0784  ___________________________________________________________________
 BL0784  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL0784
 BL0784  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0784
 BL0784.The horizontal coordinates were scaled from a topographic map and have
 BL0784.an estimated accuracy of +/- 6 seconds.
 BL0784
 BL0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0784.The vertical order pertains to the NGVD 29 superseded value.
 BL0784
 BL0784.The geoid height was determined by GEOID03.
 BL0784
 BL0784;                    North         East    Units  Estimated Accuracy
 BL0784;SPC TX C     - 3,146,410.    1,173,700.      MT  (+/- 180 meters Scaled)
 BL0784
 BL0784                          SUPERSEDED SURVEY CONTROL
 BL0784
 BL0784  NGVD 29 (??/??/92)   52.588  (m)          172.53   (f) ADJ UNCH    1 2
 BL0784
 BL0784.Superseded values are not recommended for survey control.
 BL0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0784.See file dsdata.txt to determine how the superseded data were derived.
 BL0784
 BL0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ728200(NAD 83)
 BL0784_MARKER: DB = BENCH MARK DISK
 BL0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0784_SP_SET: CULVERT
 BL0784_STAMPING: TT 989 1947
 BL0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0784
 BL0784  HISTORY     - Date     Condition        Report By
 BL0784  HISTORY     - 1947     MONUMENTED       CGS
 BL0784  HISTORY     - 1960     GOOD             NGS
 BL0784  HISTORY     - 1980     MARK NOT FOUND   NGS
 BL0784  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0784
 BL0784                          STATION DESCRIPTION
 BL0784
 BL0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0784'3.8 MI S FROM TRINITY.
 BL0784'ABOUT 3.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0784'STATION AT TRINITY, ABOUT 3.2 MILES NORTH OF THE STATION AT RIVERSIDE,
 BL0784'0.25 MILE SOUTH OF A ROAD CROSSING, 155 FEET WEST OF THE WEST RAIL, IN
 BL0784'THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A CULVERT
 BL0784'UNDER STATE HIGHWAY 45, 23 FEET WEST OF THE CENTER LINE OF THE
 BL0784'HIGHWAY, ABOUT 130 YARDS NORTH OF A ROADSIDE PARK BETWEEN THE HIGHWAY
 BL0784'AND THE TRACK, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND ABOUT
 BL0784'LEVEL WITH THE HIGHWAY.
 BL0784
 BL0784                          STATION RECOVERY (1980)
 BL0784
 BL0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0784'MARK NOT FOUND.
 BL0784
 BL0784                          STATION RECOVERY (1996)
 BL0784
 BL0784'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0661 ***********************************************************************
 AO0661  DESIGNATION -  TT STA 10 Y=HENRY
 AO0661  PID         -  AO0661
 AO0661  STATE/COUNTY-  TX/FRIO
 AO0661  USGS QUAD   -  DILLEY NE (1974)
 AO0661
 AO0661                         *CURRENT SURVEY CONTROL
 AO0661  ___________________________________________________________________
 AO0661* NAD 83(1993)-  28 39 55.17530(N)    099 05 40.86482(W)     ADJUSTED  
 AO0661* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 AO0661  ___________________________________________________________________
 AO0661  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AO0661  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AO0661
 AO0661  HORZ ORDER  -  FIRST
 AO0661
 AO0661.The horizontal coordinates were established by classical geodetic methods
 AO0661.and adjusted by the National Geodetic Survey in February 1996..
 AO0661
 AO0661.The orthometric height was scaled from a topographic map.
 AO0661
 AO0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0661
 AO0661.The geoid height was determined by GEOID03.
 AO0661
 AO0661;                    North         East     Units Scale Factor Converg.
 AO0661;SPC TXSC     - 4,092,212.726   590,745.107   MT  0.99993101   -0 02 47.0
 AO0661;SPC TXSC     -13,425,867.92  1,938,136.24   sFT  0.99993101   -0 02 47.0
 AO0661;UTM  14      - 3,170,911.246   490,748.168   MT  0.99960106   -0 02 43.5
 AO0661
 AO0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0661!SPC TXSC     -   0.99998125  x   0.99993101  =   0.99991227
 AO0661!UTM  14      -   0.99998125  x   0.99960106  =   0.99958232
 AO0661
 AO0661|---------------------------------------------------------------------|
 AO0661| PID    Reference Object                     Distance      Geod. Az  |
 AO0661|                                                           dddmmss.s |
 AO0661| CV4261 HENRY RM 1                           41.669 METERS 14301     |
 AO0661| CV4260 HENRY AZ MK                                        2242912.7 |
 AO0661| CV4262 HENRY RM 2                           29.328 METERS 22434     |
 AO0661| AO0668 DILLEY METHODIST CHURCH SPIRE       APPROX. 7.6 KM 2735638.3 |
 AO0661|---------------------------------------------------------------------|
 AO0661
 AO0661                          SUPERSEDED SURVEY CONTROL
 AO0661
 AO0661  NAD 83(1986)-  28 39 55.17566(N)    099 05 40.84344(W) AD(       ) 1
 AO0661  NAD 27      -  28 39 54.24500(N)    099 05 39.72800(W) AD(       ) 1
 AO0661
 AO0661.Superseded values are not recommended for survey control.
 AO0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0661.See file dsdata.txt to determine how the superseded data were derived.
 AO0661
 AO0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9074870911(NAD 83)
 AO0661_MARKER: DE = TRAVERSE STATION DISK
 AO0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0661
 AO0661  HISTORY     - Date     Condition        Report By
 AO0661  HISTORY     - 1935     MONUMENTED       USGS
 AO0661  HISTORY     - 19950724 MARK NOT FOUND   USPSQD
 AO0661  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 AO0661
 AO0661                          STATION DESCRIPTION
 AO0661
 AO0661'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 AO0661'ORIGINAL DESCRIPTION UNOBTAINABLE.
 AO0661'
 AO0661'AN OLD U.S.G.S. TRANSIT TRAVERSE STATION LOCATED ON LINE BETWEEN
 AO0661'HENRY RANCH, AND BURNS RANCH, 4.5 MILES E OF DILLEY, 1.25 MILES S
 AO0661'OF FRIO-LA SALLE COUNTY LINE.  STATION IS AT THE JUNCTION OF A
 AO0661'N-S THROUGH FENCE, AND AN E-W T-FENCE, 1 FOOT E OF N-S FENCE, 5
 AO0661'FEET S OF E-W FENCE, JUST S OF GATE.
 AO0661'
 AO0661'STATION MARK IS STANDARD BRONZE TABLET SET IN 8-INCH CONCRETE
 AO0661'CYLINDER, AND INSCRIBED T-T-STA. 10 Y, 1927.  NEW REFERENCE
 AO0661'MARKS AND AZIMUTH MARK WERE ESTABLISHED.
 AO0661'
 AO0661'REFERENCE MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUEMNTS.
 AO0661'
 AO0661'REFERENCE MARK NO. 1 IS 36 FEET NE OF TRAIL, 136.71 FEET E OF
 AO0661'STATION.
 AO0661'
 AO0661'REFERENCE MARK NO. 2 IS 1 FOOT E OF FENCE, 96.22 FEET S OF
 AO0661'STATION.
 AO0661'
 AO0661'AZIMUTH MARK IS LOCATED 0.9 MILE S OF STATION, 5 FEET E OF FENCE.
 AO0661'TO REACH FROM STATION GO S ALONG FENCE FOR 0.9 MILE TO MARK.
 AO0661'
 AO0661'TO REACH FROM DILLEY RAILROAD DEPOT, GO ESE ON STREET, OPPOSITE
 AO0661'DEPOT FOR 1.7 MILES TO T-ROAD, THENCE LEFT FOR 0.2 MILE, TAKE
 AO0661'LEFT FORK FOR 2.1 MILES OR 0.3 MILE PAST ENTRANCE TO HENRY
 AO0661'RANCH, THENCE RIGHT AT ROAD END FOR 0.25 MILE TO PLANK GATE AHEAD
 AO0661'AT ROAD CORNER, ENTER GATE, FOLLOW PASTURE ROAD SE FOR 0.85
 AO0661'MILE PAST HOUSE AND TO GATE, TAKE LEFT FORK OF ROAD SE FOR 0.35
 AO0661'MILE TO WIRE GATE, FOLLOW ROAD 0.05 MILE TO ANOTHER GATE AT
 AO0661'WINDMILL AND CONCRETE TANK, FOLLOW DIM ROAD TO LEFT OF TANK
 AO0661'FOR 0.45 MILE TO GATE ACROSS ROAD AND STATION.
 AO0661
 AO0661                          STATION RECOVERY (1995)
 AO0661
 AO0661'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0661'MARK NOT FOUND.
 AO0661
 AO0661                          STATION RECOVERY (2003)
 AO0661
 AO0661'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0850 ***********************************************************************
 AO0850  FBN         -  This is a Federal Base Network Control Station.
 AO0850  DESIGNATION -  TT37BR
 AO0850  PID         -  AO0850
 AO0850  STATE/COUNTY-  TX/MCMULLEN
 AO0850  USGS QUAD   -  LA CHUSA HILL (1969)
 AO0850
 AO0850                         *CURRENT SURVEY CONTROL
 AO0850  ___________________________________________________________________
 AO0850* NAD 83(1993)-  28 14 18.06701(N)    098 28 05.31886(W)     ADJUSTED  
 AO0850* NAVD 88     -       109.9    (meters)     361.     (feet)  GPS OBS   
 AO0850  ___________________________________________________________________
 AO0850  X           -    -828,090.943 (meters)                     COMP
 AO0850  Y           -  -5,562,038.268 (meters)                     COMP
 AO0850  Z           -   2,999,841.776 (meters)                     COMP
 AO0850  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AO0850  ELLIP HEIGHT-          84.01  (meters)          (05/01/00) GPS OBS
 AO0850  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AO0850
 AO0850  HORZ ORDER  -  B
 AO0850  ELLP ORDER  -  THIRD     CLASS I
 AO0850
 AO0850.The horizontal coordinates were established by GPS observations
 AO0850.and adjusted by the National Geodetic Survey in May 1994..
 AO0850
 AO0850.The orthometric height was determined by GPS observations and a
 AO0850.high-resolution geoid model.
 AO0850
 AO0850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0850
 AO0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0850
 AO0850.The ellipsoidal height was determined by GPS observations
 AO0850.and is referenced to NAD 83.
 AO0850
 AO0850.The geoid height was determined by GEOID03.
 AO0850
 AO0850;                    North         East     Units Scale Factor Converg.
 AO0850;SPC TXSC     - 4,045,008.254   652,200.932   MT  1.00004477   +0 15 38.0
 AO0850;SPC TXSC     -13,270,997.91  2,139,762.56   sFT  1.00004477   +0 15 38.0
 AO0850;UTM  14      - 3,123,720.881   552,178.312   MT  0.99963360   +0 15 05.9
 AO0850
 AO0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0850!SPC TXSC     -   0.99998680  x   1.00004477  =   1.00003157
 AO0850!UTM  14      -   0.99998680  x   0.99963360  =   0.99962041
 AO0850
 AO0850                          SUPERSEDED SURVEY CONTROL
 AO0850
 AO0850  ELLIP H (05/09/94)   84.18   (m)                       GP(       ) 4 2
 AO0850
 AO0850.Superseded values are not recommended for survey control.
 AO0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0850.See file dsdata.txt to determine how the superseded data were derived.
 AO0850
 AO0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS5217823721(NAD 83)
 AO0850_MARKER: DB = BENCH MARK DISK
 AO0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0850_SP_SET: SQUARE CONCRETE MONUMENT
 AO0850_STAMPING: 33MR 360 TT37BR 1952
 AO0850_MARK LOGO: USGS  
 AO0850_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AO0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0850+STABILITY: SURFACE MOTION
 AO0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0850+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1998
 AO0850
 AO0850  HISTORY     - Date     Condition        Report By
 AO0850  HISTORY     - 1952     MONUMENTED       USGS
 AO0850  HISTORY     - 19930513 GOOD             TXHD
 AO0850  HISTORY     - 19980303 GOOD             NGS
 AO0850
 AO0850                          STATION DESCRIPTION
 AO0850
 AO0850'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1993
 AO0850'STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) WEST-SOUTHWEST OF GEORGE
 AO0850'WEST, 25.7 KM (15.95 MI) SOUTH-SOUTHEAST OF TILDEN AND IN THE
 AO0850'RIGHT-OF-WAY OF FM 1962. OWNERSHIP--TEXAS DEPARTMENT OF
 AO0850'TRANSPORTATION.
 AO0850'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 72 IN TILDEN, GO
 AO0850'SOUTH ON HIGHWAY 16 FOR 25.3 KM (15.70 MI) TO THE INTERSECTION OF FM
 AO0850'1962. TURN LEFT, EAST, ON FM 1962 FOR 9.8 KM (6.10 MI) TO THE
 AO0850'BEGINNING OF A CURVE TO THE RIGHT AND THE STATION ON THE LEFT.
 AO0850'STATION IS A BRASS BENCH MARK DISK SET IN THE TOP OF A 15 CM SQUARE
 AO0850'CONCRETE POST PROJECTING 30 CM.  IT IS 30.2 M (99.1 FT) SOUTH FROM
 AO0850'THE CENTER OF A METAL GATE, 17.4 M (57.1 FT) NORTH FROM THE CENTER OF
 AO0850'FM 1962, 8.5 M (27.9 FT) EAST FROM THE CENTER OF A RANCH ROAD, 47.9 M
 AO0850'(157.2 FT) EAST FROM A FENCE CORNER, 31.4 M (103.0 FT) WEST FROM A
 AO0850'FENCE CORNER AND 0.3 M (1.0 FT) SOUTH FROM A METAL WITNESS POST.
 AO0850
 AO0850                          STATION RECOVERY (1998)
 AO0850
 AO0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AO0850'THE ST5ATION IS LOCATED ABOUT 35.4 KM (22.00 MI) WEST-SOUTHWEST FROM
 AO0850'GEORGE WEST, 25.8 KM (16.05 MI) SOUTH-SOUTHEAST FROM TILDEN IN THE
 AO0850'RIGHT-OF-WAY OF FARM ROAD 1962.  OWNERSHIP--TEXAS DEPARTMENT OF
 AO0850'TRANSPORTATION, 11TH AND BRAZOS, AUSTIN, TX 78701, PHONE 512-465-7337.
 AO0850'TO REACH THE STATION FROM THE SOUTHERLY JUNCTION OF STATE HIGHWAYS 72
 AO0850'AND 16 IN TILDEN, GO SOUTH ON HIGHWAY 16 FOR 17.7 KM (11.00 MI) TO THE
 AO0850'NUECES RIVER.  CONTINUE AHEAD FOR 8.2 KM (5.10 MI) TO A PAVED ROAD
 AO0850'LEFT.  TURN LEFT AND GO EAST ON FARM ROAD 1962 FOR 9.8 KM (6.10 MI) TO
 AO0850'THE BEGINNING OF A CURVE RIGHT, A PAVED DRIVE LEFT AND THE STATION
 AO0850'AHEAD ON THE LEFT.  THE STATION IS A USGS BENCH MARK SET IN TOP OF A
 AO0850'20 CM SQUARE CONCRETE MONUMENT.  IT IS 31.0 M (101.7 FT) WEST FROM A
 AO0850'CONCRETE RIGHT-OF-WAY MARKER AT A WOOD POST FENCE CORNER, 30.2 M (99.1
 AO0850'FT) SOUTH-SOUTHEAST FROM THE CENTER OF A METAL GATE, 28.8 M (94.5 FT)
 AO0850'SOUTH FROM A CONCRETE RIGHT-OF-WAY MARKER AT A THREE WAY FENCE CORNER,
 AO0850'18.5 M (60.7 FT) SOUTH FROM A WOOD UTILITY POLE WITH TRANSFORMER, 17.4
 AO0850'M (57.1 FT) NORTH FROM THE CENTER OF A RANCH ROAD, 0.6 M (2.0 FT)
 AO0850'NORTHWEST FROM A WHITE PAINTED WOOD WITNES POST AND 0.6 M (2.0 FT)
 AO0850'SOUTHWEST FROM A METAL NGS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0365 ***********************************************************************
 DP0365  DESIGNATION -  TTC 1
 DP0365  PID         -  DP0365
 DP0365  STATE/COUNTY-  TX/LUBBOCK
 DP0365  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0365
 DP0365                         *CURRENT SURVEY CONTROL
 DP0365  ___________________________________________________________________
 DP0365* NAD 83(1986)-  33 35 11.     (N)    101 52 23.     (W)     SCALED    
 DP0365* NAVD 88     -       980.423  (meters)    3216.60   (feet)  ADJUSTED  
 DP0365  ___________________________________________________________________
 DP0365  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 DP0365  DYNAMIC HT  -         979.153 (meters)    3212.44  (feet)  COMP
 DP0365  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 DP0365
 DP0365  VERT ORDER  -  FIRST     CLASS II
 DP0365
 DP0365.The horizontal coordinates were scaled from a topographic map and have
 DP0365.an estimated accuracy of +/- 6 seconds.
 DP0365
 DP0365.The orthometric height was determined by differential leveling
 DP0365.and adjusted by the National Geodetic Survey in June 1991..
 DP0365
 DP0365.The geoid height was determined by GEOID03.
 DP0365
 DP0365.The dynamic height is computed by dividing the NAVD 88
 DP0365.geopotential number by the normal gravity value computed on the
 DP0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0365.degrees latitude (g = 980.6199 gals.).
 DP0365
 DP0365.The modeled gravity was interpolated from observed gravity values.
 DP0365
 DP0365;                    North         East    Units  Estimated Accuracy
 DP0365;SPC TXNC     - 2,217,910.      286,960.      MT  (+/- 180 meters Scaled)
 DP0365
 DP0365                          SUPERSEDED SURVEY CONTROL
 DP0365
 DP0365  NGVD 29 (??/??/92)  980.052  (m)         3215.39   (f) ADJ UNCH    1 2
 DP0365
 DP0365.Superseded values are not recommended for survey control.
 DP0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0365.See file dsdata.txt to determine how the superseded data were derived.
 DP0365
 DP0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC333199(NAD 83)
 DP0365_MARKER: DB = BENCH MARK DISK
 DP0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0365_STAMPING: 3215.387 T.T.C. 1 1933
 DP0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0365+STABILITY: SURFACE MOTION
 DP0365
 DP0365  HISTORY     - Date     Condition        Report By
 DP0365  HISTORY     - 1933     MONUMENTED       CGS
 DP0365  HISTORY     - 1944     GOOD             NGS
 DP0365
 DP0365                          STATION DESCRIPTION
 DP0365
 DP0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DP0365'IN LUBBOCK.
 DP0365'1.9 MILES WEST ALONG BROADWAY (U.S.HIGHWAY 62) FROM THE CITY HALL AT
 DP0365'LUBBOCK, LUBBOCK COUNTY, ON THE CAMPUS OF THE TEXAS TECHNOLOGICAL
 DP0365'COLLEGE, 26 FEET EAST OF THE SOUTHEAST CORNER OF THE ENGINEERING
 DP0365'BUILDING, AND 64 FEET WEST OF A SIDEWALK.  A STANDARD DISK, STAMPED
 DP0365'3215.387 T.T.C. 1 1933 AND SET IN THE TOP OF A CONCRETE POST
 DP0365'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0366 ***********************************************************************
 DP0366  DESIGNATION -  TTC 2
 DP0366  PID         -  DP0366
 DP0366  STATE/COUNTY-  TX/LUBBOCK
 DP0366  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0366
 DP0366                         *CURRENT SURVEY CONTROL
 DP0366  ___________________________________________________________________
 DP0366* NAD 83(1993)-  33 34 46.03711(N)    101 52 23.11044(W)     ADJUSTED  
 DP0366* NAVD 88     -       979.904  (meters)    3214.90   (feet)  ADJUSTED  
 DP0366  ___________________________________________________________________
 DP0366  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DP0366  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 DP0366  DYNAMIC HT  -         978.634 (meters)    3210.74  (feet)  COMP
 DP0366  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 DP0366
 DP0366  HORZ ORDER  -  FIRST
 DP0366  VERT ORDER  -  FIRST     CLASS II
 DP0366
 DP0366.The horizontal coordinates were established by classical geodetic methods
 DP0366.and adjusted by the National Geodetic Survey in February 1996..
 DP0366
 DP0366.The orthometric height was determined by differential leveling
 DP0366.and adjusted by the National Geodetic Survey in June 1991..
 DP0366
 DP0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0366
 DP0366.The geoid height was determined by GEOID03.
 DP0366
 DP0366.The dynamic height is computed by dividing the NAVD 88
 DP0366.geopotential number by the normal gravity value computed on the
 DP0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0366.degrees latitude (g = 980.6199 gals.).
 DP0366
 DP0366.The modeled gravity was interpolated from observed gravity values.
 DP0366
 DP0366;                    North         East     Units Scale Factor Converg.
 DP0366;SPC TXNC     - 2,217,139.113   286,931.335   MT  0.99991494   -1 50 22.8
 DP0366;SPC TXNC     - 7,274,063.91    941,373.89   sFT  0.99991494   -1 50 22.8
 DP0366;UTM  14      - 3,719,228.192   233,332.654   MT  1.00047679   -1 35 24.1
 DP0366
 DP0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0366!SPC TXNC     -   0.99985009  x   0.99991494  =   0.99976504
 DP0366!UTM  14      -   0.99985009  x   1.00047679  =   1.00032681
 DP0366
 DP0366:                Primary Azimuth Mark                     Grid Az
 DP0366:SPC TXNC     -  LUBBOCK MUNICIPAL STANDPIPE              105 48 41.2
 DP0366:UTM  14      -  LUBBOCK MUNICIPAL STANDPIPE              105 33 42.5
 DP0366
 DP0366|---------------------------------------------------------------------|
 DP0366| PID    Reference Object                     Distance      Geod. Az  |
 DP0366|                                                           dddmmss.s |
 DP0366| DP0674 LUBBOCK MUNICIPAL STANDPIPE         APPROX. 0.9 KM 1035818.4 |
 DP0366| CJ6677 TTC 2 RM 1                          103.230 METERS 16835     |
 DP0366| CJ6676 TTC 2 AZ MK                                        2553914.9 |
 DP0366| CJ6678 TTC 2 RM 2                           61.676 METERS 26907     |
 DP0366| DP0671 LUBBOCK W TEX INST ADMIN W CUP      475.095 METERS 3362502.7 |
 DP0366| DP0677 LUBBOCK W TEX INST ADMIN E CUP      447.514 METERS 3463139.6 |
 DP0366|---------------------------------------------------------------------|
 DP0366
 DP0366                          SUPERSEDED SURVEY CONTROL
 DP0366
 DP0366  NAD 83(1986)-  33 34 46.04556(N)    101 52 23.10201(W) AD(       ) 1
 DP0366  NAD 27      -  33 34 45.74800(N)    101 52 21.50500(W) AD(       ) 1
 DP0366  NGVD 29 (??/??/92)  979.533  (m)         3213.68   (f) ADJ UNCH    1 2
 DP0366
 DP0366.Superseded values are not recommended for survey control.
 DP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0366.See file dsdata.txt to determine how the superseded data were derived.
 DP0366
 DP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3333319228(NAD 83)
 DP0366_MARKER: DB = BENCH MARK DISK
 DP0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0366_STAMPING: 3213.684 T.T.C. 2 1933
 DP0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0366+STABILITY: SURFACE MOTION
 DP0366
 DP0366  HISTORY     - Date     Condition        Report By
 DP0366  HISTORY     - 1935     MONUMENTED       CGS
 DP0366  HISTORY     - 1935     GOOD             CGS
 DP0366  HISTORY     - 1938     GOOD             TXHD
 DP0366  HISTORY     - 1961     GOOD             CGS
 DP0366  HISTORY     - 1966     GOOD             CGS
 DP0366  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0366
 DP0366                          STATION DESCRIPTION
 DP0366
 DP0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DP0366'STATION LIES ON THE SOUTHEASTERN PORTION OF THE TEXAS TECHNOLOGICAL
 DP0366'COLLEGE CAMPUS IN THE CITY OF LUBBOCK.  STATION IS 44 YARDS WEST
 DP0366'OF SOUTHWEST CORNER OF GARDEN WALL IN REAR OF COLLEGE PRESIDENTS
 DP0366'HOME.  1 YARD NORTH OF PROJECTED PLANE OF SOUTH WALL OF
 DP0366'PRESIDENTS HOME.  5 YARDS WEST OF LINE OF SMALLER HEDGE, AND 237
 DP0366'FEET EAST OF CENTER OF NORTH-SOUTH CAMPUS ROAD.  STATION MARK
 DP0366'IS A BRONZE DISK OF THE U.S.C. AND G.S., SET IN A 12-INCH
 DP0366'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES FROM THE
 DP0366'GROUND.
 DP0366'
 DP0366'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 29 FEET NORTHWEST
 DP0366'OF PRESIDENTS DRIVEWAY AND PROJECTS INCHES.
 DP0366'
 DP0366'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 35 FEET EAST OF
 DP0366'CENTER OF NORTH-SOUTH CAMPUS ROAD, AND PROJECTS 4 INCHES.
 DP0366'
 DP0366'AZIMUTH MARK IS 0.4 MILE WEST AND 0.1 MILE SOUTH OF STATION,
 DP0366'67 FEET NORTH OF CENTER OF U.S. HIGHWAY 62, 16 FEET NORTH OF
 DP0366'LINE OF TREES, 1-1/2 FEET EAST OF CORNER POST, AND PROJECTS 6
 DP0366'INCHES.
 DP0366'
 DP0366'REFERENCE AND AZIMUTH MARKS ARE SET.
 DP0366'
 DP0366'A 50-FOOT TOWER WAS NECESSARY IN ORDER TO SEE MAIN SCHEME
 DP0366'STATIONS.
 DP0366
 DP0366                          STATION RECOVERY (1935)
 DP0366
 DP0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 DP0366'IN LUBBOCK.
 DP0366'2 MILES WEST ALONG BROADWAY (U.S. HIGHWAY 62) FROM THE CITY HALL AT
 DP0366'LUBBOCK, LUBBOCK COUNTY, AT THE CITY LIMITS, 195 FEET EAST OF THE EDGE
 DP0366'OF A ROAD, ON THE CAMPUS OF THE TEXAS TECHNOLOGICAL COLLEGE, 164 FEET
 DP0366'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOME OF THE COLLEGE
 DP0366'PRESIDENT, AND 64 FEET WEST OF THE SOUTHWEST CORNER OF THE YARD.  A
 DP0366'STANDARD DISK, STAMPED 3213.684 T.T.C. 2 1933 AND SET IN THE TOP OF A
 DP0366'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 DP0366
 DP0366                          STATION RECOVERY (1938)
 DP0366
 DP0366'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0366'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING STATION IS
 DP0366'SATISFACTORY.  STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 DP0366'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0366
 DP0366                          STATION RECOVERY (1961)
 DP0366
 DP0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 DP0366'THIS STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 DP0366'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS AT THE SITE
 DP0366'OF A NEW BUILDING AND IS LOST.  THE AZIMUTH MARK WAS IN THE
 DP0366'LINE OF NEW STREET CONSTRUCTION AND THE LINE TO THE STATION
 DP0366'WAS OBSTRUCTED TO THE STATION BY THE NEW BUILDING.  THE
 DP0366'AZIMUTH MARK WAS REMOVED AND A NEW ONE WAS NOT SET.
 DP0366
 DP0366                          STATION RECOVERY (1966)
 DP0366
 DP0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DP0366'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 DP0366'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT SEARCHED FOR
 DP0366'AS IT WAS REPORTED BY THE CARE TAKER, MARK IS STILL INTACT AND
 DP0366'IS UNDER THE LAWN AT THE NORTHEAST CORNER OF THE WOMEN GYMNASIUM.
 DP0366'THE AZIMUTH MARK HAS BEEN DESTROYED.  NO SUITABLE PLACE WAS
 DP0366'FOUND TO SET ANOTHER AZIMUTH MARK AS THE COLLEGE BUILDINGS AND
 DP0366'SHRUBBY SURROUND THE STATION MARK.
 DP0366'
 DP0366'THE STATION IS AT THE SOUTHEAST PORTION OF CAMPUS AT THE
 DP0366'TEXAS TECHNOLOGICAL COLLEGE, ABOUT 100 YARDS NORTHWEST OF THE
 DP0366'INTERSECTION OF COLLEGE AVENUE AND 19TH STREET, BETWEEN THE
 DP0366'HOME ECONOMICS BUILDING AND TENNIS COURTS, AND IS ABOUT 50
 DP0366'FEET EAST OF THE NORTHEAST CORNER OF TENNIS COURTS, UNDER
 DP0366'THE WEST SIDE OF HEDGE WHICH SURROUNDS THE HOME ECONOMICS
 DP0366'BUILDING.  A STANDARD DISK, STAMPED TTC 2 1935 ELEV 3213.684
 DP0366'FEET, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 DP0366'SURFACE OF THE GROUND.
 DP0366'
 DP0366'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BM NO TTC 2 NO 1
 DP0366'1935, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 DP0366'SURFACE OF GROUND.  IT IS ABOUT 75 YARDS NORTHWEST OF THE
 DP0366'INTERSECTION OF COLLEGE AVENUE AND 19TH STREET, AND ABOUT 50
 DP0366'YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF TENNIS COURTS.
 DP0366'
 DP0366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LUBBOCK
 DP0366
 DP0366                          STATION RECOVERY (1982)
 DP0366
 DP0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DP0366'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0172 ***********************************************************************
 CR0172  DESIGNATION -  TTD 5
 CR0172  PID         -  CR0172
 CR0172  STATE/COUNTY-  TX/GREGG
 CR0172  USGS QUAD   -  KILGORE NE (1971)
 CR0172
 CR0172                         *CURRENT SURVEY CONTROL
 CR0172  ___________________________________________________________________
 CR0172* NAD 83(1986)-  32 24 24.     (N)    094 50 21.     (W)     SCALED    
 CR0172* NAVD 88     -        86.057  (meters)     282.34   (feet)  ADJUSTED  
 CR0172  ___________________________________________________________________
 CR0172  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0172  DYNAMIC HT  -          85.958 (meters)     282.01  (feet)  COMP
 CR0172  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 CR0172
 CR0172  VERT ORDER  -  SECOND    CLASS 0
 CR0172
 CR0172.The horizontal coordinates were scaled from a topographic map and have
 CR0172.an estimated accuracy of +/- 6 seconds.
 CR0172
 CR0172.The orthometric height was determined by differential leveling
 CR0172.and adjusted by the National Geodetic Survey in June 1991..
 CR0172
 CR0172.The geoid height was determined by GEOID03.
 CR0172
 CR0172.The dynamic height is computed by dividing the NAVD 88
 CR0172.geopotential number by the normal gravity value computed on the
 CR0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0172.degrees latitude (g = 980.6199 gals.).
 CR0172
 CR0172.The modeled gravity was interpolated from observed gravity values.
 CR0172
 CR0172;                    North         East    Units  Estimated Accuracy
 CR0172;SPC TXNC     - 2,088,060.      944,300.      MT  (+/- 180 meters Scaled)
 CR0172
 CR0172                          SUPERSEDED SURVEY CONTROL
 CR0172
 CR0172  NGVD 29 (??/??/92)   86.084  (m)          282.43   (f) ADJ UNCH    2 0
 CR0172
 CR0172.Superseded values are not recommended for survey control.
 CR0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0172.See file dsdata.txt to determine how the superseded data were derived.
 CR0172
 CR0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR270870(NAD 83)
 CR0172_MARKER: DD = SURVEY DISK
 CR0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0172_STAMPING: T.T.D.5 1934
 CR0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0172+STABILITY: SURFACE MOTION
 CR0172
 CR0172  HISTORY     - Date     Condition        Report By
 CR0172  HISTORY     - 1934     MONUMENTED       USGS
 CR0172  HISTORY     - 1934     GOOD             NGS
 CR0172  HISTORY     - 1935     GOOD             NGS
 CR0172
 CR0172                          STATION DESCRIPTION
 CR0172
 CR0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0172'2.5 MI NE FROM KILGORE.
 CR0172'AT THE CROSSING OF STATE HIGHWAY NO. 26 AND THE I. AND G.N. RR, 75 FT.
 CR0172'EAST OF TRESTLE MARKED 71.73, 25 FT. EAST OF THE CROSSING AND 10 FT.
 CR0172'SOUTH OF CENTER LINE OF TRACK.
 CR0172
 CR0172                          STATION RECOVERY (1935)
 CR0172
 CR0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0170 ***********************************************************************
 CR0170  DESIGNATION -  TTD 6
 CR0170  PID         -  CR0170
 CR0170  STATE/COUNTY-  TX/GREGG
 CR0170  USGS QUAD   -  KILGORE NE (1971)
 CR0170
 CR0170                         *CURRENT SURVEY CONTROL
 CR0170  ___________________________________________________________________
 CR0170* NAD 83(1986)-  32 26 03.     (N)    094 49 26.     (W)     SCALED    
 CR0170* NAVD 88     -        83.569  (meters)     274.18   (feet)  ADJUSTED  
 CR0170  ___________________________________________________________________
 CR0170  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR0170  DYNAMIC HT  -          83.473 (meters)     273.86  (feet)  COMP
 CR0170  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CR0170
 CR0170  VERT ORDER  -  SECOND    CLASS 0
 CR0170
 CR0170.The horizontal coordinates were scaled from a topographic map and have
 CR0170.an estimated accuracy of +/- 6 seconds.
 CR0170
 CR0170.The orthometric height was determined by differential leveling
 CR0170.and adjusted by the National Geodetic Survey in June 1991..
 CR0170
 CR0170.The geoid height was determined by GEOID03.
 CR0170
 CR0170.The dynamic height is computed by dividing the NAVD 88
 CR0170.geopotential number by the normal gravity value computed on the
 CR0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0170.degrees latitude (g = 980.6199 gals.).
 CR0170
 CR0170.The modeled gravity was interpolated from observed gravity values.
 CR0170
 CR0170;                    North         East    Units  Estimated Accuracy
 CR0170;SPC TXNC     - 2,091,160.      945,630.      MT  (+/- 180 meters Scaled)
 CR0170
 CR0170                          SUPERSEDED SURVEY CONTROL
 CR0170
 CR0170  NGVD 29 (??/??/92)   83.598  (m)          274.27   (f) ADJ UNCH    2 0
 CR0170
 CR0170.Superseded values are not recommended for survey control.
 CR0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0170.See file dsdata.txt to determine how the superseded data were derived.
 CR0170
 CR0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR285900(NAD 83)
 CR0170_MARKER: DD = SURVEY DISK
 CR0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0170_STAMPING: TTD6
 CR0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0170+STABILITY: SURFACE MOTION
 CR0170
 CR0170  HISTORY     - Date     Condition        Report By
 CR0170  HISTORY     - UNK      MONUMENTED       USGS
 CR0170  HISTORY     - 1934     GOOD             NGS
 CR0170  HISTORY     - 1935     GOOD             NGS
 CR0170
 CR0170                          STATION DESCRIPTION
 CR0170
 CR0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0170'4.9 MI NE FROM KILGORE.
 CR0170'4.9 MILES NORTHEAST OF.  ALONG INTERNATIONAL GREAT NORTHERN R.R.
 CR0170'KINSLOE SWITCH, 3 TELEGRAPH POSTS NORTHEAST OF MILEPOST 74.  45 FEET
 CR0170'NORTH OF RABBIT CREEK CROSS ROAD C.L.  50 FEET EAST OF MAIN LINE TRACK
 CR0170'C.L.  TABLET SET IN TOP OF CONCRETE POST.
 CR0170
 CR0170                          STATION RECOVERY (1935)
 CR0170
 CR0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0321 ***********************************************************************
 FM0321  DESIGNATION -  TTD 6
 FM0321  PID         -  FM0321
 FM0321  STATE/COUNTY-  TX/POTTER
 FM0321  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0321
 FM0321                         *CURRENT SURVEY CONTROL
 FM0321  ___________________________________________________________________
 FM0321* NAD 83(1986)-  35 22 02.     (N)    102 05 41.     (W)     SCALED    
 FM0321* NAVD 88     -      1072.164  (meters)    3517.59   (feet)  ADJUSTED  
 FM0321  ___________________________________________________________________
 FM0321  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FM0321  DYNAMIC HT  -        1070.898 (meters)    3513.44  (feet)  COMP
 FM0321  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 FM0321
 FM0321  VERT ORDER  -  SECOND    CLASS 0
 FM0321
 FM0321.The horizontal coordinates were scaled from a topographic map and have
 FM0321.an estimated accuracy of +/- 6 seconds.
 FM0321
 FM0321.The orthometric height was determined by differential leveling
 FM0321.and adjusted by the National Geodetic Survey in June 1991..
 FM0321
 FM0321.The geoid height was determined by GEOID03.
 FM0321
 FM0321.The dynamic height is computed by dividing the NAVD 88
 FM0321.geopotential number by the normal gravity value computed on the
 FM0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0321.degrees latitude (g = 980.6199 gals.).
 FM0321
 FM0321.The modeled gravity was interpolated from observed gravity values.
 FM0321
 FM0321;                    North         East    Units  Estimated Accuracy
 FM0321;SPC TX N     - 1,151,840.      145,960.      MT  (+/- 180 meters Scaled)
 FM0321
 FM0321                          SUPERSEDED SURVEY CONTROL
 FM0321
 FM0321  NGVD 29 (??/??/92) 1071.69   (m)         3516.0    (f) COMPUTED    2 0
 FM0321
 FM0321.Superseded values are not recommended for survey control.
 FM0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0321.See file dsdata.txt to determine how the superseded data were derived.
 FM0321
 FM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV639176(NAD 83)
 FM0321_MARKER: DD = SURVEY DISK
 FM0321_SETTING: 0 = UNSPECIFIED SETTING
 FM0321_STAMPING: TT D 6
 FM0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0321
 FM0321  HISTORY     - Date     Condition        Report By
 FM0321  HISTORY     - UNK      MONUMENTED       USGS
 FM0321  HISTORY     - 1935     GOOD             NGS
 FM0321  HISTORY     - 1944     GOOD             NGS
 FM0321
 FM0321                          STATION DESCRIPTION
 FM0321
 FM0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0321'13.0 MI N FROM BUSHLAND.
 FM0321'ALONG GRADED ROAD BETWEEN BUSHLAND AND TASCOSA.  A U.S.G.S. BENCHMARK
 FM0321'SET ON A SMALL HILL AT A CUT JUST BEFORE APPROACHING A LARGE HILL.
 FM0321'BEING 34.0 FEET WEST OF CENTER-LINE OF ROAD, 3.0 FEET EAST OF FENCE,
 FM0321'AND ABOUT 6 FEET ABOVE ROAD SURFACE.
 FM0321
 FM0321                          STATION RECOVERY (1944)
 FM0321
 FM0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 FM0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0443 ***********************************************************************
 AB0443  DESIGNATION -  TTS 1 L USGS
 AB0443  PID         -  AB0443
 AB0443  STATE/COUNTY-  TX/CAMERON
 AB0443  USGS QUAD   -  HARLINGEN (1983)
 AB0443
 AB0443                         *CURRENT SURVEY CONTROL
 AB0443  ___________________________________________________________________
 AB0443* NAD 83(1986)-  26 12 55.     (N)    097 42 44.     (W)     SCALED    
 AB0443* NAVD 88     -        11.214  (meters)      36.79   (feet)  ADJUSTED  
 AB0443  ___________________________________________________________________
 AB0443  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AB0443  DYNAMIC HT  -          11.196 (meters)      36.73  (feet)  COMP
 AB0443  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 AB0443
 AB0443  VERT ORDER  -  FIRST     CLASS II
 AB0443
 AB0443.The horizontal coordinates were scaled from a topographic map and have
 AB0443.an estimated accuracy of +/- 6 seconds.
 AB0443
 AB0443.The orthometric height was determined by differential leveling
 AB0443.and adjusted by the National Geodetic Survey in June 1991..
 AB0443.WARNING-Repeat measurements at this control monument indicate possible
 AB0443.vertical movement.
 AB0443
 AB0443.The geoid height was determined by GEOID03.
 AB0443
 AB0443.The dynamic height is computed by dividing the NAVD 88
 AB0443.geopotential number by the normal gravity value computed on the
 AB0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0443.degrees latitude (g = 980.6199 gals.).
 AB0443
 AB0443.The modeled gravity was interpolated from observed gravity values.
 AB0443
 AB0443;                    North         East    Units  Estimated Accuracy
 AB0443;SPC TX S     - 5,061,030.      378,730.      MT  (+/- 180 meters Scaled)
 AB0443
 AB0443                          SUPERSEDED SURVEY CONTROL
 AB0443
 AB0443  NGVD 29 (??/??/92)   11.318  (m)           37.13   (f) ADJ UNCH    1 2
 AB0443
 AB0443.Superseded values are not recommended for survey control.
 AB0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0443.See file dsdata.txt to determine how the superseded data were derived.
 AB0443
 AB0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ286001(NAD 83)
 AB0443_MARKER: DD = SURVEY DISK
 AB0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0443_STAMPING: T.T. STA. NO 1 L 1928 TEXAS
 AB0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0443+STABILITY: SURFACE MOTION
 AB0443
 AB0443  HISTORY     - Date     Condition        Report By
 AB0443  HISTORY     - 1928     MONUMENTED       USGS
 AB0443  HISTORY     - 1951     GOOD             NGS
 AB0443  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0443  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0443  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0443  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0443
 AB0443                          STATION DESCRIPTION
 AB0443
 AB0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0443'1.9 MI NW FROM HARLINGEN.
 AB0443'1.9 MILES NORTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0443'RAILROAD FROM THE STATION AT HARLINGEN, AT THE CROSSING OF THE TEXAS
 AB0443'AND NEW ORLEANS RAILROAD, 32 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 AB0443'THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD, 27 FEET SOUTH OF THE
 AB0443'SOUTH RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 33 FEET SOUTHWEST OF
 AB0443'THE CENTER LINE OF U.S. HIGHWAY 77, 13 FEET SOUTHEAST OF THE SOUTHEAST
 AB0443'END OF AN 18 INCH CONCRETE CULVERT, 11 FEET NORTHEAST OF A WITNESS
 AB0443'POST, IN THE BOTTOM OF A GRADER DITCH BETWEEN THE HIGHWAY AND THE
 AB0443'RAILROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.2 FEET
 AB0443'ABOVE THE GROUND.  NOTE-- U.S. HIGHWAY 77 WAS REBUILT IN 1950 AND IT
 AB0443'IS BELIEVED THAT THIS MARK HAS BEEN RESET.  NOTE-- NOW THE SOUTHERN
 AB0443'PACIFIC LINES.
 AB0443
 AB0443                          STATION RECOVERY (1981)
 AB0443
 AB0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0443'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 AB0443
 AB0443                          STATION RECOVERY (1988)
 AB0443
 AB0443'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0443'MARK NOT FOUND.
 AB0443
 AB0443                          STATION RECOVERY (1991)
 AB0443
 AB0443'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0443'MARK NOT FOUND.
 AB0443
 AB0443                          STATION RECOVERY (1993)
 AB0443
 AB0443'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0140 ***********************************************************************
 CR0140  DESIGNATION -  TTS 29 D
 CR0140  PID         -  CR0140
 CR0140  STATE/COUNTY-  TX/RUSK
 CR0140  USGS QUAD   -  HENDERSON (1973)
 CR0140
 CR0140                         *CURRENT SURVEY CONTROL
 CR0140  ___________________________________________________________________
 CR0140* NAD 83(1986)-  32 09 16.     (N)    094 48 01.     (W)     SCALED    
 CR0140* NAVD 88     -       154.435  (meters)     506.68   (feet)  ADJUSTED  
 CR0140  ___________________________________________________________________
 CR0140  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR0140  DYNAMIC HT  -         154.252 (meters)     506.08  (feet)  COMP
 CR0140  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 CR0140
 CR0140  VERT ORDER  -  SECOND    CLASS 0
 CR0140
 CR0140.The horizontal coordinates were scaled from a topographic map and have
 CR0140.an estimated accuracy of +/- 6 seconds.
 CR0140
 CR0140.The orthometric height was determined by differential leveling
 CR0140.and adjusted by the National Geodetic Survey in June 1991..
 CR0140
 CR0140.The geoid height was determined by GEOID03.
 CR0140
 CR0140.The dynamic height is computed by dividing the NAVD 88
 CR0140.geopotential number by the normal gravity value computed on the
 CR0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0140.degrees latitude (g = 980.6199 gals.).
 CR0140
 CR0140.The modeled gravity was interpolated from observed gravity values.
 CR0140
 CR0140;                    North         East    Units  Estimated Accuracy
 CR0140;SPC TXNC     - 2,060,240.      948,940.      MT  (+/- 180 meters Scaled)
 CR0140
 CR0140                          SUPERSEDED SURVEY CONTROL
 CR0140
 CR0140  NGVD 29 (??/??/92)  154.451  (m)          506.73   (f) ADJ UNCH    2 0
 CR0140
 CR0140.Superseded values are not recommended for survey control.
 CR0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0140.See file dsdata.txt to determine how the superseded data were derived.
 CR0140
 CR0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR302589(NAD 83)
 CR0140_MARKER: DD = SURVEY DISK
 CR0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0140_STAMPING: TT 29 D 1933
 CR0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0140+STABILITY: SURFACE MOTION
 CR0140
 CR0140  HISTORY     - Date     Condition        Report By
 CR0140  HISTORY     - 1933     MONUMENTED       USGS
 CR0140  HISTORY     - 1938     GOOD             NGS
 CR0140  HISTORY     - 1990     GOOD             USPSQD
 CR0140  HISTORY     - 20050517 MARK NOT FOUND   USPSQD
 CR0140
 CR0140                          STATION DESCRIPTION
 CR0140
 CR0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0140'IN HENDERSON.
 CR0140'AT HENDERSON, RUSK COUNTY, AT THE COUNTY COURTHOUSE, 1.5 FEET WEST OF
 CR0140'THE NORTHERNMOST ENTRANCE OF THE BUILDING.  A UNITED STATES GEOLOGICAL
 CR0140'SURVEY STANDARD DISK, STAMPED TT 29 D 1933 AND SET IN THE TOP OF A
 CR0140'CONCRETE POST.
 CR0140
 CR0140                          STATION RECOVERY (1990)
 CR0140
 CR0140'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CR0140'RECOVERED IN GOOD CONDITION.
 CR0140
 CR0140                          STATION RECOVERY (2005)
 CR0140
 CR0140'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CR0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0136 ***********************************************************************
 CR0136  DESIGNATION -  TTS 30 D
 CR0136  PID         -  CR0136
 CR0136  STATE/COUNTY-  TX/RUSK
 CR0136  USGS QUAD   -  HENDERSON (1973)
 CR0136
 CR0136                         *CURRENT SURVEY CONTROL
 CR0136  ___________________________________________________________________
 CR0136* NAD 83(1986)-  32 11 44.     (N)    094 49 53.     (W)     SCALED    
 CR0136* NAVD 88     -       131.369  (meters)     431.00   (feet)  ADJUSTED  
 CR0136  ___________________________________________________________________
 CR0136  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0136  DYNAMIC HT  -         131.215 (meters)     430.49  (feet)  COMP
 CR0136  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 CR0136
 CR0136  VERT ORDER  -  SECOND    CLASS 0
 CR0136
 CR0136.The horizontal coordinates were scaled from a topographic map and have
 CR0136.an estimated accuracy of +/- 6 seconds.
 CR0136
 CR0136.The orthometric height was determined by differential leveling
 CR0136.and adjusted by the National Geodetic Survey in June 1991..
 CR0136
 CR0136.The geoid height was determined by GEOID03.
 CR0136
 CR0136.The dynamic height is computed by dividing the NAVD 88
 CR0136.geopotential number by the normal gravity value computed on the
 CR0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0136.degrees latitude (g = 980.6199 gals.).
 CR0136
 CR0136.The modeled gravity was interpolated from observed gravity values.
 CR0136
 CR0136;                    North         East    Units  Estimated Accuracy
 CR0136;SPC TXNC     - 2,064,690.      945,850.      MT  (+/- 180 meters Scaled)
 CR0136
 CR0136                          SUPERSEDED SURVEY CONTROL
 CR0136
 CR0136  NGVD 29 (??/??/92)  131.389  (m)          431.07   (f) ADJ UNCH    2 0
 CR0136
 CR0136.Superseded values are not recommended for survey control.
 CR0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0136.See file dsdata.txt to determine how the superseded data were derived.
 CR0136
 CR0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR273635(NAD 83)
 CR0136_MARKER: DD = SURVEY DISK
 CR0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0136_STAMPING: TT 30 D 1933
 CR0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0136+STABILITY: SURFACE MOTION
 CR0136
 CR0136  HISTORY     - Date     Condition        Report By
 CR0136  HISTORY     - 1933     MONUMENTED       USGS
 CR0136  HISTORY     - 1938     GOOD             NGS
 CR0136
 CR0136                          STATION DESCRIPTION
 CR0136
 CR0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0136'4.0 MI NW FROM HENDERSON.
 CR0136'4.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE HIGH
 CR0136'SCHOOL AT HENDERSON, RUSK COUNTY, 150 FEET WEST OF THE WEST SWITCH OF
 CR0136'THE SIDING TO THE BEACON REFINERY, AT THE CROSSING OF STATE HIGHWAY
 CR0136'26, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH
 CR0136'OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE
 CR0136'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 30
 CR0136'D 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0128 ***********************************************************************
 CR0128  DESIGNATION -  TTS 37 C
 CR0128  PID         -  CR0128
 CR0128  STATE/COUNTY-  TX/RUSK
 CR0128  USGS QUAD   -  KILGORE SW (1971)
 CR0128
 CR0128                         *CURRENT SURVEY CONTROL
 CR0128  ___________________________________________________________________
 CR0128* NAD 83(1986)-  32 16 21.     (N)    094 58 44.     (W)     SCALED    
 CR0128* NAVD 88     -       152.817  (meters)     501.37   (feet)  ADJUSTED  
 CR0128  ___________________________________________________________________
 CR0128  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0128  DYNAMIC HT  -         152.639 (meters)     500.78  (feet)  COMP
 CR0128  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 CR0128
 CR0128  VERT ORDER  -  SECOND    CLASS 0
 CR0128
 CR0128.The horizontal coordinates were scaled from a topographic map and have
 CR0128.an estimated accuracy of +/- 6 seconds.
 CR0128
 CR0128.The orthometric height was determined by differential leveling
 CR0128.and adjusted by the National Geodetic Survey in June 1991..
 CR0128
 CR0128.The geoid height was determined by GEOID03.
 CR0128
 CR0128.The dynamic height is computed by dividing the NAVD 88
 CR0128.geopotential number by the normal gravity value computed on the
 CR0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0128.degrees latitude (g = 980.6199 gals.).
 CR0128
 CR0128.The modeled gravity was interpolated from observed gravity values.
 CR0128
 CR0128;                    North         East    Units  Estimated Accuracy
 CR0128;SPC TXNC     - 2,072,740.      931,660.      MT  (+/- 180 meters Scaled)
 CR0128
 CR0128                          SUPERSEDED SURVEY CONTROL
 CR0128
 CR0128  NGVD 29 (??/??/92)  152.835  (m)          501.43   (f) ADJ UNCH    2 0
 CR0128
 CR0128.Superseded values are not recommended for survey control.
 CR0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0128.See file dsdata.txt to determine how the superseded data were derived.
 CR0128
 CR0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR136723(NAD 83)
 CR0128_MARKER: DD = SURVEY DISK
 CR0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0128_STAMPING: TT 37 C 1934
 CR0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0128+STABILITY: SURFACE MOTION
 CR0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0128+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0128
 CR0128  HISTORY     - Date     Condition        Report By
 CR0128  HISTORY     - 1934     MONUMENTED       USGS
 CR0128  HISTORY     - 1938     GOOD             NGS
 CR0128  HISTORY     - 20040605 GOOD             USPSQD
 CR0128
 CR0128                          STATION DESCRIPTION
 CR0128
 CR0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0128'IN OVERTON.
 CR0128'AT OVERTON, RUSK COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 175 FEET
 CR0128'SOUTH OF THE STATION, AT THE COMMERCE STREET CROSSING, 35 FEET NORTH
 CR0128'OF THE CENTERLINE OF COMMERCE STREET, AND 35 FEET EAST OF THE
 CR0128'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CR0128'DISK, STAMPED TT 37 C 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CR0128
 CR0128                          STATION RECOVERY (2004)
 CR0128
 CR0128'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0644 ***********************************************************************
 AO0644  DESIGNATION -  TTS 4 Y USGS 1952
 AO0644  PID         -  AO0644
 AO0644  STATE/COUNTY-  TX/FRIO
 AO0644  USGS QUAD   -  LAS FLORES (1969)
 AO0644
 AO0644                         *CURRENT SURVEY CONTROL
 AO0644  ___________________________________________________________________
 AO0644* NAD 83(1993)-  28 40 25.12662(N)    098 58 12.77545(W)     ADJUSTED  
 AO0644* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 AO0644  ___________________________________________________________________
 AO0644  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AO0644  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AO0644
 AO0644  HORZ ORDER  -  SECOND
 AO0644
 AO0644.The horizontal coordinates were established by classical geodetic methods
 AO0644.and adjusted by the National Geodetic Survey in February 1996..
 AO0644
 AO0644.The orthometric height was scaled from a topographic map.
 AO0644
 AO0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0644
 AO0644.The geoid height was determined by GEOID03.
 AO0644
 AO0644;                    North         East     Units Scale Factor Converg.
 AO0644;SPC TXSC     - 4,093,131.373   602,911.042   MT  0.99992934   +0 00 52.5
 AO0644;SPC TXSC     -13,428,881.85  1,978,050.64   sFT  0.99992934   +0 00 52.5
 AO0644;UTM  14      - 3,171,829.660   502,910.083   MT  0.99960010   +0 00 51.4
 AO0644
 AO0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0644!SPC TXSC     -   0.99998113  x   0.99992934  =   0.99991047
 AO0644!UTM  14      -   0.99998113  x   0.99960010  =   0.99958124
 AO0644
 AO0644                          SUPERSEDED SURVEY CONTROL
 AO0644
 AO0644  NAD 83(1986)-  28 40 25.12817(N)    098 58 12.75400(W) AD(       ) 2
 AO0644  NAD 27      -  28 40 24.19500(N)    098 58 11.64600(W) AD(       ) 2
 AO0644
 AO0644.Superseded values are not recommended for survey control.
 AO0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0644.See file dsdata.txt to determine how the superseded data were derived.
 AO0644
 AO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS0291071830(NAD 83)
 AO0644_MARKER: DD = SURVEY DISK
 AO0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0644+STABILITY: SURFACE MOTION
 AO0644
 AO0644  HISTORY     - Date     Condition        Report By
 AO0644  HISTORY     - 1952     MONUMENTED       CGS
 AO0644  HISTORY     - 20030910 MARK NOT FOUND   USPSQD
 AO0644
 AO0644                          STATION DESCRIPTION
 AO0644
 AO0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0644'THE STATION IS LOCATED ABOUT 12 MILES EAST OF DILLEY AND 1 MILE
 AO0644'EAST OF RUIZ CREEK, ON LAND OWNED BY MRS. JOE SPETTEL.
 AO0644'
 AO0644'A TRAVERSE CONNECTION WAS TO TRIANGULATION STATION RUIZ, DISTANCE
 AO0644'19.058 METERS (62.53 FEET) SOUTH-SOUTHEAST OF STATION RUIZ.
 AO0644'THE MARK IS A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 AO0644'6-INCH SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.
 AO0644'
 AO0644'THE MARK IS STAMPED TT STA NO 4 Y 1927 AND IS SET UNDERNEATH
 AO0644'A CATTLE GUARD.
 AO0644
 AO0644                          STATION RECOVERY (2003)
 AO0644
 AO0644'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0995 ***********************************************************************
 GK0995  DESIGNATION -  TUBBS
 GK0995  PID         -  GK0995
 GK0995  STATE/COUNTY-  TX/LIPSCOMB
 GK0995  USGS QUAD   -  GLAZIER (1972)
 GK0995
 GK0995                         *CURRENT SURVEY CONTROL
 GK0995  ___________________________________________________________________
 GK0995* NAD 83(1993)-  36 03 55.48539(N)    100 19 57.20148(W)     ADJUSTED  
 GK0995* NAVD 88     -       856.     (meters)    2808.     (feet)  SCALED    
 GK0995  ___________________________________________________________________
 GK0995  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GK0995  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GK0995
 GK0995  HORZ ORDER  -  FIRST
 GK0995
 GK0995.The horizontal coordinates were established by classical geodetic methods
 GK0995.and adjusted by the National Geodetic Survey in February 1996..
 GK0995
 GK0995.The orthometric height was scaled from a topographic map.
 GK0995
 GK0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0995
 GK0995.The geoid height was determined by GEOID03.
 GK0995
 GK0995;                    North         East     Units Scale Factor Converg.
 GK0995;SPC TX N     - 1,229,757.352   305,168.950   MT  0.99997462   +0 40 35.7
 GK0995;SPC TX N     - 4,034,628.91  1,001,208.46   sFT  0.99997462   +0 40 35.7
 GK0995;UTM  14      - 3,992,025.335   379,995.809   MT  0.99977744   -0 47 04.5
 GK0995
 GK0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0995!SPC TX N     -   0.99987003  x   0.99997462  =   0.99984465
 GK0995!UTM  14      -   0.99987003  x   0.99977744  =   0.99964750
 GK0995
 GK0995|---------------------------------------------------------------------|
 GK0995| PID    Reference Object                     Distance      Geod. Az  |
 GK0995|                                                           dddmmss.s |
 GK0995| CL3470 TUBBS RM 1                           21.053 METERS 02838     |
 GK0995| CL3471 TUBBS RM 2                           19.650 METERS 19425     |
 GK0995| CL3469 TUBBS AZ MK                                        3082800.7 |
 GK0995|---------------------------------------------------------------------|
 GK0995
 GK0995                          SUPERSEDED SURVEY CONTROL
 GK0995
 GK0995  NAD 83(1993)-  36 03 55.48564(N)    100 19 57.20147(W) AD(       ) 1
 GK0995  NAD 83(1986)-  36 03 55.49167(N)    100 19 57.18983(W) AD(       ) 1
 GK0995  NAD 27      -  36 03 55.34600(N)    100 19 55.70900(W) AD(       ) 1
 GK0995
 GK0995.Superseded values are not recommended for survey control.
 GK0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0995.See file dsdata.txt to determine how the superseded data were derived.
 GK0995
 GK0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7999692025(NAD 83)
 GK0995_MARKER: DS = TRIANGULATION STATION DISK
 GK0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0995
 GK0995  HISTORY     - Date     Condition        Report By
 GK0995  HISTORY     - 1952     MONUMENTED       CGS
 GK0995
 GK0995                          STATION DESCRIPTION
 GK0995
 GK0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0995'THE STATION IS LOCATED ON THE TOP OF A BRUSHY HILL ABOUT 12
 GK0995'MILES AIRLINE SOUTH-SOUTHWEST OF LIPSCOMB, ABOUT 11 MILES AIRLINE
 GK0995'NORTH-NORTHEAST OF CANADIAN, AND ABOUT 5 MILES AIRLINE NORTHWEST
 GK0995'OF GLAZIER.
 GK0995'
 GK0995'TO REACH THE STATION FROM THE POST OFFICE IN CANADIAN, GO
 GK0995'NORTHEAST ON U.S. HIGHWAY 60 FOR 5.0 MILES TO A SIDE ROAD ON
 GK0995'THE LEFT.  TURN LEFT, ONTO A GRAVELED ROAD, AND GO 3.0 MILES
 GK0995'TO A FORK.  TURN LEFT AND GO 5.4 MILES TO A CROSS ROAD.  TURN
 GK0995'RIGHT, EAST, AND GO 1.5 MILES TO A SIDE ROAD ON THE RIGHT.
 GK0995'TURN RIGHT, PASS THROUGH A GATE ON THE WEST SIDE OF A CATTLE
 GK0995'GUARD, AND GO SOUTH ON A DIRT ROAD FOR 1.0 MILE TO A GATE.
 GK0995'PASS THROUGH THE GATE AND CONTINUE SOUTH FOR 0.1 MILE TO A
 GK0995'SMALL HILL AND THE AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT
 GK0995'AHEAD SOUTH AND GO 0.2 MILE.  TURN LEFT AND GO EAST, ACROSS
 GK0995'COUNTRY, FOR 0.5 MILE TO THE TOP OF THE HILL AND THE
 GK0995'STATION.
 GK0995'
 GK0995'THE STATION MARK IS A STANDARD DISK STAMPED TUBBS 1952 SET
 GK0995'IN THE TOP OF A CONCRETE CYLINDER, 12 INCHES IN DIAMETER, THAT
 GK0995'PROJECTS 1 INCH ABOVE THE GROUND AND IS 8 FEET NORTH OF A WHITE
 GK0995'WITNESS POST.
 GK0995'
 GK0995'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED TUBBS NO 1
 GK0995'1952 SET IN THE TOP OF A CONCRETE CYLINDER, 12 INCHES IN
 GK0995'DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND AND IS ABOUT
 GK0995'3 FEET LOWER THAN THE STATION.
 GK0995'
 GK0995'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED TUBBS NO 2
 GK0995'1952 SET IN THE TOP OF A CONCRETE CYLINDER, 12 INCHES IN DIAMETER,
 GK0995'THAT PROJECTS 2 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT
 GK0995'LOWER THAN THE STATION.
 GK0995'
 GK0995'THE AZIMUTH MARK IS LOCATED ON THE TOP OF A SMALL HILL NEAR
 GK0995'THE DIRT ROAD LEADING TO THE STATION AND IS A STANDARD DISK
 GK0995'STAMPED TUBBS 1952 SET IN THE TOP OF A CONCRETE CYLINDER, 12
 GK0995'INCHES IN DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 GK0995'IT IS 120 FEET EAST OF THE CENTERLINE OF THE ROAD AND 150
 GK0995'YARDS SOUTH OF AN EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0625 ***********************************************************************
 CT0625  DESIGNATION -  TUCKER
 CT0625  PID         -  CT0625
 CT0625  STATE/COUNTY-  TX/TAYLOR
 CT0625  USGS QUAD   -  LAWN (1967)
 CT0625
 CT0625                         *CURRENT SURVEY CONTROL
 CT0625  ___________________________________________________________________
 CT0625* NAD 83(1993)-  32 08 22.94624(N)    099 42 09.14334(W)     ADJUSTED  
 CT0625* NAVD 88     -       605.472  (meters)    1986.45   (feet)  POSTED    
 CT0625  ___________________________________________________________________
 CT0625  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 CT0625  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CT0625  DYNAMIC HT  -         604.680 (meters)    1983.85  (feet)  COMP
 CT0625  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 CT0625
 CT0625  HORZ ORDER  -  SECOND
 CT0625  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0625
 CT0625.The horizontal coordinates were established by classical geodetic methods
 CT0625.and adjusted by the National Geodetic Survey in February 1996..
 CT0625
 CT0625.The orthometric height was determined by differential leveling
 CT0625.and adjusted by the National Geodetic Survey in 1992..
 CT0625.No vertical observational check was made to the station.
 CT0625.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0625.was located on a no-check spur therefore a value was not computed.
 CT0625
 CT0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0625
 CT0625.The geoid height was determined by GEOID03.
 CT0625
 CT0625.The dynamic height is computed by dividing the NAVD 88
 CT0625.geopotential number by the normal gravity value computed on the
 CT0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0625.degrees latitude (g = 980.6199 gals.).
 CT0625
 CT0625.The modeled gravity was interpolated from observed gravity values.
 CT0625
 CT0625;                    North         East     Units Scale Factor Converg.
 CT0625;SPC TXNC     - 2,053,106.441   486,543.550   MT  0.99999824   -0 39 21.1
 CT0625;SPC TXNC     - 6,735,900.05  1,596,268.30   sFT  0.99999824   -0 39 21.1
 CT0625;SPC TX C     - 3,274,338.669   759,519.483   MT  1.00007894   +0 19 29.6
 CT0625;SPC TX C     -10,742,559.45  2,491,856.84   sFT  1.00007894   +0 19 29.6
 CT0625;UTM  14      - 3,556,137.472   433,741.450   MT  0.99965414   -0 22 25.5
 CT0625
 CT0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0625!SPC TXNC     -   0.99990908  x   0.99999824  =   0.99990732
 CT0625!SPC TX C     -   0.99990908  x   1.00007894  =   0.99998801
 CT0625!UTM  14      -   0.99990908  x   0.99965414  =   0.99956325
 CT0625
 CT0625|---------------------------------------------------------------------|
 CT0625| PID    Reference Object                     Distance      Geod. Az  |
 CT0625|                                                           dddmmss.s |
 CT0625| CT0626 TUCKER RM 1                          17.631 METERS 00852     |
 CT0625| CX8869 TUCKER AZ MK                                       1400921.0 |
 CT0625| CT0630 MACK                                APPROX. 1.7 KM 1605820.4 |
 CT0625| CT0627 TUCKER RM 2                          18.122 METERS 21327     |
 CT0625| CT1124 LAWN MUNICIPAL TANK                 APPROX. 4.1 KM 2604719.4 |
 CT0625| CT1126 TUSCOLA MUNICIPAL TANK              APPROX.11.8 KM 3113738.5 |
 CT0625|---------------------------------------------------------------------|
 CT0625
 CT0625                          SUPERSEDED SURVEY CONTROL
 CT0625
 CT0625  NAD 83(1986)-  32 08 22.95301(N)    099 42 09.13009(W) AD(       ) 2
 CT0625  NAD 27      -  32 08 22.46290(N)    099 42 07.85060(W) AD(       ) 2
 CT0625  NGVD 29 (??/??/92)  605.34   (m)         1986.0    (f) COMPUTED    1 2
 CT0625
 CT0625.Superseded values are not recommended for survey control.
 CT0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0625.See file dsdata.txt to determine how the superseded data were derived.
 CT0625
 CT0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3374156137(NAD 83)
 CT0625_MARKER: DB = BENCH MARK DISK
 CT0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0625_STAMPING: TUCKER 1961
 CT0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0625+STABILITY: SURFACE MOTION
 CT0625
 CT0625  HISTORY     - Date     Condition        Report By
 CT0625  HISTORY     - 1961     MONUMENTED       CGS
 CT0625  HISTORY     - 19940708 MARK NOT FOUND   USPSQD
 CT0625
 CT0625                          STATION DESCRIPTION
 CT0625
 CT0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0625'2.75 MI E FROM LAWN.
 CT0625'2.45 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0625'THENCE 0.3 MILE NORTH ALONG A PAVED ROAD, 148.5 FEET NORTHEAST OF A
 CT0625'POWER POLE WITH 3 TRANSFORMERS, 59.5 FEET NORTHEAST OF R.M. 2, 57.8
 CT0625'FEET SOUTH OF R.M. 1, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 CT0625'1 INCH ABOVE GROUND.
 CT0625
 CT0625                          STATION RECOVERY (1994)
 CT0625
 CT0625'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0624 ***********************************************************************
 CT0624  DESIGNATION -  TUCKER AZ
 CT0624  PID         -  CT0624
 CT0624  STATE/COUNTY-  TX/TAYLOR
 CT0624  USGS QUAD   -  LAWN (1967)
 CT0624
 CT0624                         *CURRENT SURVEY CONTROL
 CT0624  ___________________________________________________________________
 CT0624* NAD 83(1986)-  32 08 12.     (N)    099 42 01.     (W)     SCALED    
 CT0624* NAVD 88     -       591.681  (meters)    1941.21   (feet)  POSTED    
 CT0624  ___________________________________________________________________
 CT0624  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CT0624  DYNAMIC HT  -         590.900 (meters)    1938.64  (feet)  COMP
 CT0624  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 CT0624
 CT0624  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0624
 CT0624.The horizontal coordinates were scaled from a topographic map and have
 CT0624.an estimated accuracy of +/- 6 seconds.
 CT0624
 CT0624.The orthometric height was determined by differential leveling
 CT0624.and adjusted by the National Geodetic Survey in 1992..
 CT0624.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0624.rate of 1.1 thru 2.0 mm/km.
 CT0624
 CT0624.The geoid height was determined by GEOID03.
 CT0624
 CT0624.The dynamic height is computed by dividing the NAVD 88
 CT0624.geopotential number by the normal gravity value computed on the
 CT0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0624.degrees latitude (g = 980.6199 gals.).
 CT0624
 CT0624.The modeled gravity was interpolated from observed gravity values.
 CT0624
 CT0624;                    North         East    Units  Estimated Accuracy
 CT0624;SPC TXNC     - 2,052,770.      486,750.      MT  (+/- 180 meters Scaled)
 CT0624
 CT0624                          SUPERSEDED SURVEY CONTROL
 CT0624
 CT0624  NGVD 29 (??/??/92)  591.547  (m)         1940.77   (f) ADJ UNCH    1 2
 CT0624
 CT0624.Superseded values are not recommended for survey control.
 CT0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0624.See file dsdata.txt to determine how the superseded data were derived.
 CT0624
 CT0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA339557(NAD 83)
 CT0624_MARKER: DB = BENCH MARK DISK
 CT0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0624_STAMPING: TUCKER 1961
 CT0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0624+STABILITY: SURFACE MOTION
 CT0624
 CT0624  HISTORY     - Date     Condition        Report By
 CT0624  HISTORY     - 1961     MONUMENTED       CGS
 CT0624  HISTORY     - 1982     GOOD             NGS
 CT0624  HISTORY     - 19940708 MARK NOT FOUND   USPSQD
 CT0624
 CT0624                          STATION DESCRIPTION
 CT0624
 CT0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0624'2.8 MI E FROM LAWN.
 CT0624'2.65 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0624'43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF A
 CT0624'RIGHT OF WAY POST, 1.8 FEET WEST OF A METAL WITNESS POST WITH SIGN, 1
 CT0624'FOOT NORTH OF A FENCE, SET IN THE TOP OF A SQUARE CONCRETE POST
 CT0624'PROJECTING 3 INCHES ABOVE GROUND.
 CT0624
 CT0624                          STATION RECOVERY (1982)
 CT0624
 CT0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0624'4.2 KM (2.6 MI) EAST ALONG FARM ROAD 604 FROM ITS JUNCTION WITH U.S.
 CT0624'HIGHWAY 84, IN LAWN, 13.0 M (42.7 FT) S OF THE CENTERLINE OF THE
 CT0624'HIGHWAY, 9.7 M (31.8 FT) E OF A UTILITY JUNCTION BOX WITH A SMALL
 CT0624'POLL AND 0.9 M (3.0 FT) N OF A FENCE.
 CT0624
 CT0624                          STATION RECOVERY (1994)
 CT0624
 CT0624'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0626 ***********************************************************************
 CT0626  DESIGNATION -  TUCKER RM 1
 CT0626  PID         -  CT0626
 CT0626  STATE/COUNTY-  TX/TAYLOR
 CT0626  USGS QUAD   -  LAWN (1967)
 CT0626
 CT0626                         *CURRENT SURVEY CONTROL
 CT0626  ___________________________________________________________________
 CT0626* NAD 83(1986)-  32 08 25.     (N)    099 42 12.     (W)     SCALED    
 CT0626* NAVD 88     -       605.831  (meters)    1987.63   (feet)  POSTED    
 CT0626  ___________________________________________________________________
 CT0626  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CT0626  DYNAMIC HT  -         605.040 (meters)    1985.04  (feet)  COMP
 CT0626  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 CT0626
 CT0626  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0626
 CT0626.The horizontal coordinates were scaled from a topographic map and have
 CT0626.an estimated accuracy of +/- 6 seconds.
 CT0626
 CT0626.The orthometric height was determined by differential leveling
 CT0626.and adjusted by the National Geodetic Survey in 1992..
 CT0626.No vertical observational check was made to the station.
 CT0626.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0626.was located on a no-check spur therefore a value was not computed.
 CT0626
 CT0626.The geoid height was determined by GEOID03.
 CT0626
 CT0626.The dynamic height is computed by dividing the NAVD 88
 CT0626.geopotential number by the normal gravity value computed on the
 CT0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0626.degrees latitude (g = 980.6199 gals.).
 CT0626
 CT0626.The modeled gravity was interpolated from observed gravity values.
 CT0626
 CT0626;                    North         East    Units  Estimated Accuracy
 CT0626;SPC TXNC     - 2,053,170.      486,470.      MT  (+/- 180 meters Scaled)
 CT0626
 CT0626                          SUPERSEDED SURVEY CONTROL
 CT0626
 CT0626  NGVD 29 (??/??/92)  605.70   (m)         1987.2    (f) COMPUTED    1 2
 CT0626
 CT0626.Superseded values are not recommended for survey control.
 CT0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0626.See file dsdata.txt to determine how the superseded data were derived.
 CT0626
 CT0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA336562(NAD 83)
 CT0626_MARKER: DB = BENCH MARK DISK
 CT0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0626_STAMPING: TUCKER NO 1 1961
 CT0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0626+STABILITY: SURFACE MOTION
 CT0626
 CT0626  HISTORY     - Date     Condition        Report By
 CT0626  HISTORY     - 1961     MONUMENTED       CGS
 CT0626  HISTORY     - 19940708 MARK NOT FOUND   USPSQD
 CT0626
 CT0626                          STATION DESCRIPTION
 CT0626
 CT0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0626'2.75 MI E FROM LAWN.
 CT0626'2.45 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0626'THENCE 0.3 MILE NORTH ALONG A PAVED ROAD, 106 FEET NORTH OF A FENCE
 CT0626'CORNER, 57.8 FEET NORTH OF A TRIANGULATION STATION, SET IN TOP OF A
 CT0626'SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CT0626
 CT0626                          STATION RECOVERY (1994)
 CT0626
 CT0626'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0627 ***********************************************************************
 CT0627  DESIGNATION -  TUCKER RM 2
 CT0627  PID         -  CT0627
 CT0627  STATE/COUNTY-  TX/TAYLOR
 CT0627  USGS QUAD   -  LAWN (1967)
 CT0627
 CT0627                         *CURRENT SURVEY CONTROL
 CT0627  ___________________________________________________________________
 CT0627* NAD 83(1986)-  32 08 25.     (N)    099 42 13.     (W)     SCALED    
 CT0627* NAVD 88     -       605.111  (meters)    1985.27   (feet)  POSTED    
 CT0627  ___________________________________________________________________
 CT0627  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CT0627  DYNAMIC HT  -         604.320 (meters)    1982.67  (feet)  COMP
 CT0627  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 CT0627
 CT0627  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0627
 CT0627.The horizontal coordinates were scaled from a topographic map and have
 CT0627.an estimated accuracy of +/- 6 seconds.
 CT0627
 CT0627.The orthometric height was determined by differential leveling
 CT0627.and adjusted by the National Geodetic Survey in 1992..
 CT0627.No vertical observational check was made to the station.
 CT0627.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0627.was located on a no-check spur therefore a value was not computed.
 CT0627
 CT0627.The geoid height was determined by GEOID03.
 CT0627
 CT0627.The dynamic height is computed by dividing the NAVD 88
 CT0627.geopotential number by the normal gravity value computed on the
 CT0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0627.degrees latitude (g = 980.6199 gals.).
 CT0627
 CT0627.The modeled gravity was interpolated from observed gravity values.
 CT0627
 CT0627;                    North         East    Units  Estimated Accuracy
 CT0627;SPC TXNC     - 2,053,170.      486,440.      MT  (+/- 180 meters Scaled)
 CT0627
 CT0627                          SUPERSEDED SURVEY CONTROL
 CT0627
 CT0627  NGVD 29 (??/??/92)  604.98   (m)         1984.8    (f) COMPUTED    1 2
 CT0627
 CT0627.Superseded values are not recommended for survey control.
 CT0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0627.See file dsdata.txt to determine how the superseded data were derived.
 CT0627
 CT0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA336562(NAD 83)
 CT0627_MARKER: DB = BENCH MARK DISK
 CT0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0627_STAMPING: TUCKER NO 2 1961
 CT0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0627+STABILITY: SURFACE MOTION
 CT0627
 CT0627  HISTORY     - Date     Condition        Report By
 CT0627  HISTORY     - 1961     MONUMENTED       CGS
 CT0627  HISTORY     - 19940708 MARK NOT FOUND   USPSQD
 CT0627
 CT0627                          STATION DESCRIPTION
 CT0627
 CT0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0627'2.75 MI E FROM LAWN.
 CT0627'2.45 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0627'THENCE 0.3 MILE NORTH ALONG A PAVED ROAD, 59.4 FEET SOUTHWEST OF A
 CT0627'TRIANGULATION STATION, 41 FEET WEST OF A FENCE CORNER, SET IN TOP OF A
 CT0627'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 CT0627
 CT0627                          STATION RECOVERY (1994)
 CT0627
 CT0627'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0681 ***********************************************************************
 DP0681  DESIGNATION -  TUCO UTILITIES CO WATER TANK
 DP0681  PID         -  DP0681
 DP0681  STATE/COUNTY-  TX/HALE
 DP0681  USGS QUAD   -  ABERNATHY (1985)
 DP0681
 DP0681                         *CURRENT SURVEY CONTROL
 DP0681  ___________________________________________________________________
 DP0681* NAD 83(1993)-  33 52 20.98398(N)    101 50 37.79466(W)     ADJUSTED  
 DP0681* NAVD 88     -                                                        
 DP0681  ___________________________________________________________________
 DP0681  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DP0681  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DP0681
 DP0681  HORZ ORDER  -  THIRD
 DP0681
 DP0681.The horizontal coordinates were established by classical geodetic methods
 DP0681.and adjusted by the National Geodetic Survey in February 1996..
 DP0681
 DP0681
 DP0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0681
 DP0681.The geoid height was determined by GEOID03.
 DP0681
 DP0681;                    North         East     Units Scale Factor Converg.
 DP0681;SPC TXNC     - 2,249,537.326   290,679.959   MT  0.99997509   -1 49 25.3
 DP0681;SPC TXNC     - 7,380,357.04    953,672.50   sFT  0.99997509   -1 49 25.3
 DP0681;UTM  14      - 3,751,658.981   236,945.332   MT  1.00045313   -1 35 09.3
 DP0681
 DP0681                          SUPERSEDED SURVEY CONTROL
 DP0681
 DP0681  NAD 83(1986)-  33 52 20.99043(N)    101 50 37.78727(W) AD(       ) 4
 DP0681  NAD 27      -  33 52 20.71000(N)    101 50 36.16200(W) AD(       ) 3
 DP0681
 DP0681.Superseded values are not recommended for survey control.
 DP0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0681.See file dsdata.txt to determine how the superseded data were derived.
 DP0681
 DP0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3694551659(NAD 83)
 DP0681_MARKER: 51 = TANK
 DP0681
 DP0681  HISTORY     - Date     Condition        Report By
 DP0681  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0681  HISTORY     - 1964     GOOD             CGS
 DP0681
 DP0681                          STATION DESCRIPTION
 DP0681
 DP0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0681'THE STATION IS THE CENTER OF THE TOP OF A 60 FOOT HIGH, ELEVATED
 DP0681'TANK, LOCATED AT THE WEST TEXAS UTILITIES POWER STATION IN
 DP0681'TUCO, 0.1 MILE SOUTH OF FARM ROAD 54 AND 150 FEET EAST OF A
 DP0681'RAILROAD TRACK.
 DP0681'
 DP0681'THE 1932 DESCRIPTION (IF ONE EXISTS) WAS NOT AVAILABLE AT
 DP0681'THIS WRITING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0683 ***********************************************************************
 DP0683  DESIGNATION -  TUCO WESTERN COMP CO TANK
 DP0683  PID         -  DP0683
 DP0683  STATE/COUNTY-  TX/HALE
 DP0683  USGS QUAD   -  ABERNATHY (1985)
 DP0683
 DP0683                         *CURRENT SURVEY CONTROL
 DP0683  ___________________________________________________________________
 DP0683* NAD 83(1993)-  33 51 37.20873(N)    101 50 35.79280(W)     ADJUSTED  
 DP0683* NAVD 88     -      1024.     (meters)    3360.     (feet)  SCALED    
 DP0683  ___________________________________________________________________
 DP0683  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DP0683  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DP0683
 DP0683  HORZ ORDER  -  THIRD
 DP0683
 DP0683.The horizontal coordinates were established by classical geodetic methods
 DP0683.and adjusted by the National Geodetic Survey in July 1998..
 DP0683
 DP0683.The orthometric height was scaled from a topographic map.
 DP0683
 DP0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0683
 DP0683.The geoid height was determined by GEOID03.
 DP0683
 DP0683;                    North         East     Units Scale Factor Converg.
 DP0683;SPC TXNC     - 2,248,187.644   290,688.466   MT  0.99997207   -1 49 24.3
 DP0683;SPC TXNC     - 7,375,928.96    953,700.41   sFT  0.99997207   -1 49 24.3
 DP0683;UTM  14      - 3,750,308.698   236,959.453   MT  1.00045304   -1 35 06.4
 DP0683
 DP0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0683!SPC TXNC     -   0.99984320  x   0.99997207  =   0.99981528
 DP0683!UTM  14      -   0.99984320  x   1.00045304  =   1.00029617
 DP0683
 DP0683                          SUPERSEDED SURVEY CONTROL
 DP0683
 DP0683  NAD 83(1993)-  33 51 37.20873(N)    101 50 35.79280(W) AD(       ) 4
 DP0683  NAD 83(1986)-  33 51 37.21535(N)    101 50 35.78559(W) AD(       ) 4
 DP0683  NAD 27      -  33 51 36.93399(N)    101 50 34.16308(W) AD(       ) 3
 DP0683
 DP0683.Superseded values are not recommended for survey control.
 DP0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0683.See file dsdata.txt to determine how the superseded data were derived.
 DP0683
 DP0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3695950309(NAD 83)
 DP0683_MARKER: 51 = TANK
 DP0683
 DP0683  HISTORY     - Date     Condition        Report By
 DP0683  HISTORY     - 1964     FIRST OBSERVED   CGS
 DP0683
 DP0683                          STATION DESCRIPTION
 DP0683
 DP0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DP0683'DESCRIPTION AND POSITION LISTED IN NGS NORTHWEST TEXAS AREA G-3442.
 DP0683'THE STATION IS THE CENTER OF THE TOP OF A 120 FT. HIGH, ELEVATED TANK.
 DP0683'THE TOP HALF OF THE TANK IS PAINTED IN RED AND ALUMINUM CHECKS.  THE
 DP0683'BOTTOM HALF AND THE FOUR SUPPORTING LEGS ARE PAINTED ALUMINUM.  IT IS
 DP0683'LOCATED 0.55 MI. E. OF U.S. HIGHWAY 87 AND ABOUT 200 FT. E. OF A
 DP0683'RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0894 ***********************************************************************
 EN0894  DESIGNATION -  TULE
 EN0894  PID         -  EN0894
 EN0894  STATE/COUNTY-  TX/SWISHER
 EN0894  USGS QUAD   -  LOVE (1969)
 EN0894
 EN0894                         *CURRENT SURVEY CONTROL
 EN0894  ___________________________________________________________________
 EN0894* NAD 83(1993)-  34 32 07.67903(N)    101 32 53.19350(W)     ADJUSTED  
 EN0894* NAVD 88     -      1028.0    (meters)    3373.     (feet)  VERTCON   
 EN0894  ___________________________________________________________________
 EN0894  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 EN0894  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0894
 EN0894  HORZ ORDER  -  FIRST
 EN0894
 EN0894.The horizontal coordinates were established by classical geodetic methods
 EN0894.and adjusted by the National Geodetic Survey in February 1996..
 EN0894
 EN0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0894
 EN0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0894
 EN0894.The geoid height was determined by GEOID03.
 EN0894
 EN0894;                    North         East     Units Scale Factor Converg.
 EN0894;SPC TX N     - 1,059,405.658   195,583.388   MT  1.00002852   -0 01 40.4
 EN0894;SPC TX N     - 3,475,733.40    641,676.50   sFT  1.00002852   -0 01 40.4
 EN0894;UTM  14      - 3,824,479.184   266,146.646   MT  1.00027412   -1 26 42.8
 EN0894
 EN0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0894!SPC TX N     -   0.99984284  x   1.00002852  =   0.99987135
 EN0894!UTM  14      -   0.99984284  x   1.00027412  =   1.00011691
 EN0894
 EN0894|---------------------------------------------------------------------|
 EN0894| PID    Reference Object                     Distance      Geod. Az  |
 EN0894|                                                           dddmmss.s |
 EN0894| CJ9133 TULE RM 1                            21.449 METERS 09006     |
 EN0894| CJ9134 TULE RM 2                            26.980 METERS 18952     |
 EN0894| EN0907 TULIA RAD STA KTUE MST              APPROX.21.5 KM 2672323.6 |
 EN0894| CJ9132 TULE AZ MK                                         2681154.3 |
 EN0894| EN0904 TULIA NORTH MUNICIPAL TANK          APPROX.19.6 KM 2723622.9 |
 EN0894| CJ9138 TULIA HIGHWAY RADIO MAST                           27425     |
 EN0894|---------------------------------------------------------------------|
 EN0894
 EN0894                          SUPERSEDED SURVEY CONTROL
 EN0894
 EN0894  NAD 83(1993)-  34 32 07.68375(N)    101 32 53.18824(W) AD(       ) 1
 EN0894  NAD 83(1986)-  34 32 07.68508(N)    101 32 53.18741(W) AD(       ) 1
 EN0894  NAD 27      -  34 32 07.46090(N)    101 32 51.56221(W) AD(       ) 1
 EN0894  NGVD 29 (07/19/86) 1027.6    (m)         3371.     (f) VERT ANG       
 EN0894
 EN0894.Superseded values are not recommended for survey control.
 EN0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0894.See file dsdata.txt to determine how the superseded data were derived.
 EN0894
 EN0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6614724479(NAD 83)
 EN0894_MARKER: DS = TRIANGULATION STATION DISK
 EN0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0894
 EN0894  HISTORY     - Date     Condition        Report By
 EN0894  HISTORY     - 1964     MONUMENTED       CGS
 EN0894
 EN0894                          STATION DESCRIPTION
 EN0894
 EN0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0894'THE STATION IS ABOUT 14-1/4 MILES WEST-NORTHWEST OF SILVERTON, 12-1/2
 EN0894'MILES EAST OF TULIA AND 8-1/2 MILES SOUTH-SOUTHWEST OF VIGO PARK, IN
 EN0894'PASTURE LAND ON THE NORTH SIDE OF A GRADED ROAD.
 EN0894'
 EN0894'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE IN
 EN0894'TULIA, GO NORTH FOR 0.5 MILE TO THE JUNCTION WITH N.E. 6TH STREET.
 EN0894'TURN RIGHT ON N.E. 6TH STREET FOR 0.25 MILE TO A FORK.  TAKE THE
 EN0894'RIGHT FORK AND CONTINUE STRAIGHT AHEAD, EAST ON FARM ROAD 1318 FOR
 EN0894'10.95 MILES TO THE END OF THE PAVEMENT AND A T-ROAD JUNCTION.
 EN0894'TURN RIGHT AND GO SOUTH ON GRADED ROAD FOR 0.35 MILE TO A
 EN0894'CROSSROAD.  TURN LEFT AND GO EAST FOR 0.95 MILE TO THE AZIMUTH MARK
 EN0894'ON THE LEFT.  CONTINUE EAST ON GRADED ROAD FOR 0.7 MILE TO THE
 EN0894'STATION ON THE LEFT.
 EN0894'
 EN0894'STATION MARK IS A STANDARD DISK, STAMPED TULE 1964, SET IN THE TOP
 EN0894'OF A 16 INCH SQUARE CONCRETE POST 24 INCHES BELOW THE GROUND
 EN0894'SURFACE.  IT IS 112 FEET NORTHEAST OF THE EAST GATE POST OF A WIRE
 EN0894'GATE, 110 FEET NORTHWEST OF A POWERLINE POLE, 109 FEET NORTH OF
 EN0894'THE CENTERLINE OF A GRADED ROAD, 88 FEET NORTH OF AN EAST-WEST
 EN0894'FENCE LINE AND 88 FEET NORTH OF A WITNESS POST.
 EN0894'
 EN0894'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TULE NO 1 1964, SET IN
 EN0894'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 EN0894'IS 85.7 FEET NORTH OF THE POWERLINE POLE, 1 FOOT WEST OF A
 EN0894'NORTH-SOUTH FENCE LINE AND ABOUT THE SAME ELEVATION AS THE
 EN0894'STATION.
 EN0894'
 EN0894'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TULE NO 2 1964, SET IN
 EN0894'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 EN0894'53 FEET EAST OF THE EAST GATE POST, 20 FEET NORTH OF THE CENTERLINE
 EN0894'OF THE GRADED ROAD, 1.8 FEET WEST OF A WITNESS POST AND ABOUT THE
 EN0894'SAME ELEVATION AS THE STATION.
 EN0894'
 EN0894'AZIMUTH MARK IS A STANDARD DISK, STAMPED TULE 1964, SET IN THE TOP OF
 EN0894'A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 18 FEET
 EN0894'NORTH OF THE CENTERLINE OF A GRADED ROAD, 2.4 FEET EAST OF A
 EN0894'TRANSFORMER POLE, 2.3 FEET WEST OF A WITNESS POST AND 2 FEET NORTH
 EN0894'OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1663 ***********************************************************************
 AH1663  DESIGNATION -  TULE LAKE CHAN RNG A FRONT LT
 AH1663  PID         -  AH1663
 AH1663  STATE/COUNTY-  TX/NUECES
 AH1663  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1663
 AH1663                         *CURRENT SURVEY CONTROL
 AH1663  ___________________________________________________________________
 AH1663* NAD 83(1993)-  27 49 29.72678(N)    097 26 15.16280(W)     ADJUSTED  
 AH1663* NAVD 88     -        12.4    (meters)      41.     (feet)  VERTCON   
 AH1663  ___________________________________________________________________
 AH1663  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AH1663  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1663
 AH1663  HORZ ORDER  -  THIRD
 AH1663
 AH1663.The horizontal coordinates were established by classical geodetic methods
 AH1663.and adjusted by the National Geodetic Survey in February 1996..
 AH1663
 AH1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1663
 AH1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1663
 AH1663.The geoid height was determined by GEOID03.
 AH1663
 AH1663;                    North         East     Units Scale Factor Converg.
 AH1663;SPC TX S     - 5,239,565.929   404,671.994   MT  0.99999788   +0 28 56.5
 AH1663;SPC TX S     -17,190,142.55  1,327,661.37   sFT  0.99999788   +0 28 56.5
 AH1663;UTM  14      - 3,078,788.097   653,882.911   MT  0.99989229   +0 43 46.0
 AH1663
 AH1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1663!SPC TX S     -   1.00000223  x   0.99999788  =   1.00000011
 AH1663!UTM  14      -   1.00000223  x   0.99989229  =   0.99989452
 AH1663
 AH1663                          SUPERSEDED SURVEY CONTROL
 AH1663
 AH1663  NAD 83(1986)-  27 49 29.72626(N)    097 26 15.14121(W) AD(       ) 4
 AH1663  NGVD 29 (06/28/90)   12.6    (m)           41.     (f) VERT ANG       
 AH1663
 AH1663.Superseded values are not recommended for survey control.
 AH1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1663.See file dsdata.txt to determine how the superseded data were derived.
 AH1663
 AH1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5388378788(NAD 83)
 AH1663_MARKER: 14 = NAVIGATION LIGHT
 AH1663_MARK LOGO: NGS   
 AH1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1663+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1663
 AH1663  HISTORY     - Date     Condition        Report By
 AH1663  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1663  HISTORY     - 1985     GOOD             NGS
 AH1663  HISTORY     - 19890215 GOOD             NOS
 AH1663  HISTORY     - 1999     MARK NOT FOUND   USPSQD
 AH1663
 AH1663                          STATION DESCRIPTION
 AH1663
 AH1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1663'THE STATION, TULE LAKE CHANNEL RANGE A FRONT LIGHT
 AH1663'IS LOCATED ABOUT 5.3 KM (3.3 MI) WEST-NORTHWEST OF DOWNTOWN CORPUS
 AH1663'CHRISTI, 1.8 KM (1.1 MI) EAST-NORTHEAST OF A DRAWBRIDGE OVER THE
 AH1663'CHANNEL AND ON THE NORTH SHORE AT THE COASTAL IRON WORKS, INC.
 AH1663'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1663'CORPUS CHRISTI TX, PHONE 512-888-3175.
 AH1663'
 AH1663'TO REACH THE STATION SEE THE GENERAL LOCATION.
 AH1663'
 AH1663'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A
 AH1663'SLOPED FOUR LEGGED STEEL TOWER SET ON A WOODEN PLATFORM ON PILINGS.
 AH1663'AN ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES SOUTHWEST.
 AH1663'LIGHT IS LISTED AT 14 METERS (45 FT) ABOVE THE WATER. STATION IS
 AH1663'CARRIED IN THE 1984 USCG LIGHT LIST AS NUMBER 3352.
 AH1663'
 AH1663'AN EDM TIE WAS MADE FROM STATION KOONCE 1933.
 AH1663'
 AH1663'DESCRIBED BY G. R. HEID.
 AH1663
 AH1663                          STATION RECOVERY (1985)
 AH1663
 AH1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1663'RECOVERED IN GOOD CONDITION.
 AH1663
 AH1663                          STATION RECOVERY (1989)
 AH1663
 AH1663'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1663'THE STATION, TULE LAKE CHANNEL RANGE A FRONT LIGHT, IS LOCATED ABOUT
 AH1663'5.3 KM (3.30 MI) WNW OF DOWNTOWN CORPUS CHRISTI, 1.8 KM (1.10 MI) ENE
 AH1663'OF A DRAWBRIDGE OVER THE CHANNEL AND ON THE N SHORE AT THE COASTAL
 AH1663'IRON WORKS, INC.  OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201
 AH1663'NAVIGATION, CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1663'TO REACH SEE ABOVE.
 AH1663'THE LANDMARK IS THE DIRCTIONAL LIGHT MOUNTED TOP CENTER ON A SLOPED
 AH1663'FOUR LEGGED STEEL TOWER SET ON A WOODEN PLATFORM ON PILINGS.  AN
 AH1663'ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES SW.  STATION IS
 AH1663'CARRIED IN THE 1988 USCG LIGHT LIST VOL. IV NO. 27410.
 AH1663
 AH1663                          STATION RECOVERY (1999)
 AH1663
 AH1663'RECOVERY NOTE BY US POWER SQUADRON 1999
 AH1663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1664 ***********************************************************************
 AH1664  DESIGNATION -  TULE LAKE CHAN RNG A REAR LT
 AH1664  PID         -  AH1664
 AH1664  STATE/COUNTY-  TX/NUECES
 AH1664  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1664
 AH1664                         *CURRENT SURVEY CONTROL
 AH1664  ___________________________________________________________________
 AH1664* NAD 83(1993)-  27 49 37.00837(N)    097 25 56.29398(W)     ADJUSTED  
 AH1664* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 AH1664  ___________________________________________________________________
 AH1664  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AH1664  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1664
 AH1664  HORZ ORDER  -  THIRD
 AH1664
 AH1664.The horizontal coordinates were established by classical geodetic methods
 AH1664.and adjusted by the National Geodetic Survey in February 1996..
 AH1664
 AH1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1664
 AH1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1664
 AH1664.The geoid height was determined by GEOID03.
 AH1664
 AH1664;                    North         East     Units Scale Factor Converg.
 AH1664;SPC TX S     - 5,239,794.423   405,186.457   MT  0.99999839   +0 29 05.1
 AH1664;SPC TX S     -17,190,892.20  1,329,349.23   sFT  0.99999839   +0 29 05.1
 AH1664;UTM  14      - 3,079,018.784   654,396.329   MT  0.99989424   +0 43 55.0
 AH1664
 AH1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1664!SPC TX S     -   1.00000119  x   0.99999839  =   0.99999958
 AH1664!UTM  14      -   1.00000119  x   0.99989424  =   0.99989543
 AH1664
 AH1664                          SUPERSEDED SURVEY CONTROL
 AH1664
 AH1664  NAD 83(1986)-  27 49 37.00778(N)    097 25 56.27220(W) AD(       ) 4
 AH1664  NGVD 29 (06/28/90)   19.2    (m)           63.     (f) VERT ANG       
 AH1664
 AH1664.Superseded values are not recommended for survey control.
 AH1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1664.See file dsdata.txt to determine how the superseded data were derived.
 AH1664
 AH1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5439679019(NAD 83)
 AH1664_MARKER: 14 = NAVIGATION LIGHT
 AH1664_MARK LOGO: NGS   
 AH1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1664+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1664
 AH1664  HISTORY     - Date     Condition        Report By
 AH1664  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1664  HISTORY     - 1985     GOOD             NGS
 AH1664  HISTORY     - 19890215 GOOD             NOS
 AH1664
 AH1664                          STATION DESCRIPTION
 AH1664
 AH1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1664'THE STATION, TULE LAKE CHANNEL RANGE A REAR LIGHT
 AH1664'IS LOCATED ABOUT 5 KM (3.1 MI) WEST-NORTHWEST OF DOWNTOWN CORPUS
 AH1664'CHRISTI, 2.2 (1.4 MI) EAST-NORTHEAST OF THE DRAWBRIDGE OVER THE
 AH1664'CHANNEL AND IN REAR LOT OF THE J.J. HAILEY PIPE STORAGE, INC.
 AH1664'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1664'CORPUS CHRISTI TX 78407, PHONE 512-888-3175.
 AH1664'
 AH1664'TO REACH THE STATION, SEE GENERAL LOCATION.
 AH1664'
 AH1664'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A
 AH1664'SLOPED FOUR LEGGED STEEL TOWER SET ON A WOODEN PLATFORM ON PILINGS.
 AH1664'LIGHT IS LISTED AT 19 METERS (63 FT) ABOVE THE WATER. STATION IS
 AH1664'CARRIED IS THE U S COAST GUARD LIGHT LIST AS NUMBER 3353.
 AH1664'240 METERS (787 FT) NORTH FROM NAVIGATION BOULEVARD.
 AH1664'
 AH1664'AN EDM TIE WAS MADE TO STATION KOONCE 1933.
 AH1664'
 AH1664'DESCRIBED BY G. R. HEID.
 AH1664
 AH1664                          STATION RECOVERY (1985)
 AH1664
 AH1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1664'RECOVERED IN GOOD CONDITION.
 AH1664
 AH1664                          STATION RECOVERY (1989)
 AH1664
 AH1664'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1664'THE STATION, TULE LAKE CHANNEL RANGE A REAR LIGHT, IS LOCATED ABOUT 5
 AH1664'KM (3.10 MI) WNW OF DOWNTOWN CORPUS CHRISTI, 2.2 KM (1.35 MI) ENE OF A
 AH1664'DRAWBRIDGE OVER THE CHANNEL AND IN THE REAR LOT OF THE J.J. HAILEY
 AH1664'PIPE STORAGE INC.  OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM,
 AH1664'1201 NAVIGATION, CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1664'TO REACH SEE ABOVE.
 AH1664'THE LANDMARK IS THE DIRCTIONAL LIGHT MOUNTED TOP CENTER ON A SLOPED
 AH1664'FOUR LEGGED STEEL TOWER SET ON A WOODEN PLATFORM ON PILINGS.  STATION
 AH1664'IS CARRIED IN THE 1988 USCG LIGHT LIST VOL. IV NO. 27415.  IT IS
 AH1664'LOCATED 240 M (787.4 FT) N FROM NAVIGATION BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1665 ***********************************************************************
 AH1665  DESIGNATION -  TULE LAKE CHAN RNG B FRONT LT
 AH1665  PID         -  AH1665
 AH1665  STATE/COUNTY-  TX/NUECES
 AH1665  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1665
 AH1665                         *CURRENT SURVEY CONTROL
 AH1665  ___________________________________________________________________
 AH1665* NAD 83(1993)-  27 49 12.98919(N)    097 28 57.58701(W)     ADJUSTED  
 AH1665* NAVD 88     -                                                        
 AH1665  ___________________________________________________________________
 AH1665  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AH1665  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1665
 AH1665  HORZ ORDER  -  THIRD
 AH1665
 AH1665.The horizontal coordinates were established by classical geodetic methods
 AH1665.and adjusted by the National Geodetic Survey in February 1996..
 AH1665
 AH1665
 AH1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1665
 AH1665.The geoid height was determined by GEOID03.
 AH1665
 AH1665;                    North         East     Units Scale Factor Converg.
 AH1665;SPC TX S     - 5,239,014.097   400,231.282   MT  0.99999672   +0 27 42.8
 AH1665;SPC TX S     -17,188,332.08  1,313,092.13   sFT  0.99999672   +0 27 42.8
 AH1665;UTM  14      - 3,078,217.212   649,445.119   MT  0.99987567   +0 42 29.8
 AH1665
 AH1665                          SUPERSEDED SURVEY CONTROL
 AH1665
 AH1665  NAD 83(1986)-  27 49 12.99466(N)    097 28 57.56604(W) AD(       ) 4
 AH1665
 AH1665.Superseded values are not recommended for survey control.
 AH1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1665.See file dsdata.txt to determine how the superseded data were derived.
 AH1665
 AH1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4944578217(NAD 83)
 AH1665_MARKER: 14 = NAVIGATION LIGHT
 AH1665
 AH1665  HISTORY     - Date     Condition        Report By
 AH1665  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1665
 AH1665                          STATION DESCRIPTION
 AH1665
 AH1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1665'THE STATION, TULE LAKE CHANNEL RANGE B FRONT LIGHT
 AH1665'IS LOCATED ABOUT 9 KM (5.6 MI) WEST-NORTHWEST OF DOWNTOWN CORPUS
 AH1665'CHRISTI, 1 KM (0.6 MI) SOUTHEAST OF THE TULE LAKE TURNING BASIN AND
 AH1665'ON THE SOUTH SHORE ON EAST SIDE OF SABER REFINING COMPANY DOCK 3.
 AH1665'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1665'CORPUS CHRISTI TX 78407, PHONE 512-888-3175.
 AH1665'
 AH1665'TO REACH THE STATION, SEE GENERAL LOCATION.
 AH1665'
 AH1665'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A
 AH1665'SLOPED FOUR LEGGED STEEL TOWER SET ON MUD SILLS. AN ORANGE AND
 AH1665'WHITE VERTICAL RECTANGULAR DAYMARK FACES SOUTHEAST. LIGHT IS LISTED
 AH1665'AT 17 METERS (55 FT) ABOVE THE WATER. STATION IS CARRIED IN THE 1984
 AH1665'U.S. COAST GUARD LIGHT LIST AS NUMBER 3356.
 AH1665'
 AH1665'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1666 ***********************************************************************
 AH1666  DESIGNATION -  TULE LAKE CHAN RNG B REAR LT
 AH1666  PID         -  AH1666
 AH1666  STATE/COUNTY-  TX/NUECES
 AH1666  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1666
 AH1666                         *CURRENT SURVEY CONTROL
 AH1666  ___________________________________________________________________
 AH1666* NAD 83(1993)-  27 49 17.15269(N)    097 29 18.12148(W)     ADJUSTED  
 AH1666* NAVD 88     -                                                        
 AH1666  ___________________________________________________________________
 AH1666  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AH1666  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH1666
 AH1666  HORZ ORDER  -  THIRD
 AH1666
 AH1666.The horizontal coordinates were established by classical geodetic methods
 AH1666.and adjusted by the National Geodetic Survey in February 1996..
 AH1666
 AH1666
 AH1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1666
 AH1666.The geoid height was determined by GEOID03.
 AH1666
 AH1666;                    North         East     Units Scale Factor Converg.
 AH1666;SPC TX S     - 5,239,137.737   399,668.288   MT  0.99999701   +0 27 33.4
 AH1666;SPC TX S     -17,188,737.73  1,311,245.04   sFT  0.99999701   +0 27 33.4
 AH1666;UTM  14      - 3,078,338.415   648,881.668   MT  0.99987359   +0 42 20.3
 AH1666
 AH1666                          SUPERSEDED SURVEY CONTROL
 AH1666
 AH1666  NAD 83(1986)-  27 49 17.15851(N)    097 29 18.09844(W) AD(       ) 4
 AH1666
 AH1666.Superseded values are not recommended for survey control.
 AH1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1666.See file dsdata.txt to determine how the superseded data were derived.
 AH1666
 AH1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4888278338(NAD 83)
 AH1666_MARKER: 14 = NAVIGATION LIGHT
 AH1666
 AH1666  HISTORY     - Date     Condition        Report By
 AH1666  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1666
 AH1666                          STATION DESCRIPTION
 AH1666
 AH1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1666'THE STATION, TULE LAKE CHANNEL RANGE B REAR LIGHT
 AH1666'IS LOCATED ABOUT 9.6 KM (6 MI) WEST OF DOWNTOWN CORPUS CHRISTI, 0.4
 AH1666'KM (0.25 MI) SOUTH-SOUTHEAST OF THE TULE LAKE TURNING BASIN, ON A
 AH1666'OIL TANK FARM LEVEE AT THE EXTREME NORTHWEST CORNER OF THE SABER
 AH1666'REFINING COMPANY LOT.
 AH1666'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1666'CORPUS CHRISTI TX 78407, PHONE 512-888-3175.
 AH1666'
 AH1666'TO REACH THE STATION, SEE GENERAL LOCATION.
 AH1666'
 AH1666'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ATOP A
 AH1666'SLOPED FOUR LEGGED STEEL TOWER SET ON MUD SILLS. AN ORANGE AND WHITE
 AH1666'VERTICAL RECTANGULAR DAYMARK FACES SOUTHEAST. LIGHT IS LISTED AT 23
 AH1666'METERS (75 FT) ABOVE THE WATER. STATION IS CARRIED IN THE 1984 USCG
 AH1666'LIGHT LIST AS NUMBER 3357.
 AH1666'
 AH1666'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1667 ***********************************************************************
 AH1667  DESIGNATION -  TULE LAKE CHAN RNG F FRONT LT
 AH1667  PID         -  AH1667
 AH1667  STATE/COUNTY-  TX/NUECES
 AH1667  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1667
 AH1667                         *CURRENT SURVEY CONTROL
 AH1667  ___________________________________________________________________
 AH1667* NAD 83(1993)-  27 49 05.58118(N)    097 28 41.98745(W)     ADJUSTED  
 AH1667* NAVD 88     -        15.     (meters)      49.     (feet)  VERTCON   
 AH1667  ___________________________________________________________________
 AH1667  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AH1667  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1667
 AH1667  HORZ ORDER  -  THIRD
 AH1667
 AH1667.The horizontal coordinates were established by classical geodetic methods
 AH1667.and adjusted by the National Geodetic Survey in February 1996..
 AH1667
 AH1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1667
 AH1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1667
 AH1667.The geoid height was determined by GEOID03.
 AH1667
 AH1667;                    North         East     Units Scale Factor Converg.
 AH1667;SPC TX S     - 5,238,789.518   400,660.040   MT  0.99999621   +0 27 49.8
 AH1667;SPC TX S     -17,187,595.28  1,314,498.81   sFT  0.99999621   +0 27 49.8
 AH1667;UTM  14      - 3,077,994.505   649,874.787   MT  0.99987726   +0 42 36.9
 AH1667
 AH1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1667!SPC TX S     -   1.00000184  x   0.99999621  =   0.99999805
 AH1667!UTM  14      -   1.00000184  x   0.99987726  =   0.99987910
 AH1667
 AH1667                          SUPERSEDED SURVEY CONTROL
 AH1667
 AH1667  NAD 83(1986)-  27 49 05.58651(N)    097 28 41.96686(W) AD(       ) 4
 AH1667  NGVD 29 (06/28/90)   15.     (m)           49.     (f) VERT ANG       
 AH1667
 AH1667.Superseded values are not recommended for survey control.
 AH1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1667.See file dsdata.txt to determine how the superseded data were derived.
 AH1667
 AH1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4987577995(NAD 83)
 AH1667_MARKER: 14 = NAVIGATION LIGHT
 AH1667
 AH1667  HISTORY     - Date     Condition        Report By
 AH1667  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1667
 AH1667                          STATION DESCRIPTION
 AH1667
 AH1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1667'THE STATION, TULE LAKE CHANNEL RANGE F FRONT LIGHT
 AH1667'IS LOCATED ABOUT 8.4 KM (5.2 MI) WEST-NORTHWEST OF DOWNTOWN CORPUS
 AH1667'CHRISTI, 1 KM (0.6 MI) SOUTHEAST OF THE TULE LAKE TURNING BASIN, ON
 AH1667'THE SOUTH SHORE AT A FUEL LOADING COLUMN AT NORTHEAST CORNER OF THE
 AH1667'SABER REFINING COMPANY.
 AH1667'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1667'CORPUS CHRISTI TX 78407, PHONE 512-888-3175.
 AH1667'
 AH1667'TO REACH THE STATION, SEE GENERAL LOCATION.
 AH1667'
 AH1667'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A
 AH1667'SLOPED FOUR LEGGED STEEL TOWER SET ON MUD SILLS. AN ORANGE AND
 AH1667'WHITE VERTICAL RECTANGULAR DAYMARK FACES NORTHWEST. LIGHT IS LISTED
 AH1667'AT 17 METERS (55 FT) ABOVE THE WATER. STATION IS CARRIED IN THE
 AH1667'1984 USGS LIGHT LIST AS NUMBER 3364.
 AH1667'
 AH1667'AN EDM TIE WAS MADE TO STATION CC 17 USE.
 AH1667'
 AH1667'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1668 ***********************************************************************
 AH1668  DESIGNATION -  TULE LAKE CHAN RNG F REAR LT
 AH1668  PID         -  AH1668
 AH1668  STATE/COUNTY-  TX/NUECES
 AH1668  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1668
 AH1668                         *CURRENT SURVEY CONTROL
 AH1668  ___________________________________________________________________
 AH1668* NAD 83(1993)-  27 48 53.93017(N)    097 28 24.83695(W)     ADJUSTED  
 AH1668* NAVD 88     -                                                        
 AH1668  ___________________________________________________________________
 AH1668  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AH1668  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH1668
 AH1668  HORZ ORDER  -  THIRD
 AH1668
 AH1668.The horizontal coordinates were established by classical geodetic methods
 AH1668.and adjusted by the National Geodetic Survey in February 1996..
 AH1668
 AH1668
 AH1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1668
 AH1668.The geoid height was determined by GEOID03.
 AH1668
 AH1668;                    North         East     Units Scale Factor Converg.
 AH1668;SPC TX S     - 5,238,434.694   401,132.323   MT  0.99999541   +0 27 57.6
 AH1668;SPC TX S     -17,186,431.16  1,316,048.30   sFT  0.99999541   +0 27 57.6
 AH1668;UTM  14      - 3,077,641.758   650,348.536   MT  0.99987901   +0 42 44.6
 AH1668
 AH1668                          SUPERSEDED SURVEY CONTROL
 AH1668
 AH1668  NAD 83(1986)-  27 48 53.93503(N)    097 28 24.81666(W) AD(       ) 4
 AH1668
 AH1668.Superseded values are not recommended for survey control.
 AH1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1668.See file dsdata.txt to determine how the superseded data were derived.
 AH1668
 AH1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5034977642(NAD 83)
 AH1668_MARKER: 14 = NAVIGATION LIGHT
 AH1668
 AH1668  HISTORY     - Date     Condition        Report By
 AH1668  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1668
 AH1668                          STATION DESCRIPTION
 AH1668
 AH1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1668'THE STATION, TULE LAKE CHANNEL RANGE F REAR LIGHT
 AH1668'IS LOCATED ABOUT 8 KM (5 MI) WEST-NORTHWEST OF DOWNTOWN CORPUS
 AH1668'CHRISTI, 0.2 KM (0.1 MI) SOUTH OF THE CHANNEL AND ON THE PROPERTY
 AH1668'OF THE INTERSTATE GRAIN COMPANY.
 AH1668'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1668'CORPUS CHRISTI TX 78407, PHONE 512-888-3175.
 AH1668'
 AH1668'TO REACH THE STATION, SEE GENERAL LOCATION.
 AH1668'
 AH1668'THE LANDMARK IS THE DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A
 AH1668'SLOPED FOUR LEGGED STEEL TOWER SET ON MUD SILLS. AN ORANGE AND
 AH1668'WHITE VERTICAL RECTANGULAR DAYMARK FACES NORTHWEST. LIGHT IS LISTED
 AH1668'AT 24 METERS (80 FT ) ABOVE THE WATER. STATION IS CARRIED IN THE
 AH1668'1984 USGS LIGHT LIST AS NUMBER 3365.
 AH1668'
 AH1668'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2188 ***********************************************************************
 AN2188  DESIGNATION -  TULETA
 AN2188  PID         -  AN2188
 AN2188  STATE/COUNTY-  TX/BEE
 AN2188  USGS QUAD   -  TULETA (1987)
 AN2188
 AN2188                         *CURRENT SURVEY CONTROL
 AN2188  ___________________________________________________________________
 AN2188* NAD 83(1993)-  28 34 00.01676(N)    097 49 11.96285(W)     ADJUSTED  
 AN2188* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 AN2188  ___________________________________________________________________
 AN2188  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AN2188  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AN2188
 AN2188  HORZ ORDER  -  THIRD
 AN2188
 AN2188.The horizontal coordinates were established by classical geodetic methods
 AN2188.and adjusted by the National Geodetic Survey in February 1996..
 AN2188
 AN2188.The orthometric height was scaled from a topographic map.
 AN2188
 AN2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2188
 AN2188.The geoid height was determined by GEOID03.
 AN2188
 AN2188;                    North         East     Units Scale Factor Converg.
 AN2188;SPC TXSC     - 4,081,858.149   715,447.722   MT  0.99995243   +0 34 41.2
 AN2188;SPC TXSC     -13,391,896.28  2,347,264.73   sFT  0.99995243   +0 34 41.2
 AN2188;UTM  14      - 3,160,546.413   615,413.452   MT  0.99976439   +0 33 51.6
 AN2188
 AN2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2188!SPC TXSC     -   0.99998770  x   0.99995243  =   0.99994013
 AN2188!UTM  14      -   0.99998770  x   0.99976439  =   0.99975210
 AN2188
 AN2188:                Primary Azimuth Mark                     Grid Az
 AN2188:SPC TXSC     -  TULETA AZ MK                             096 57 50.7
 AN2188:UTM  14      -  TULETA AZ MK                             096 58 40.3
 AN2188
 AN2188|---------------------------------------------------------------------|
 AN2188| PID    Reference Object                     Distance      Geod. Az  |
 AN2188|                                                           dddmmss.s |
 AN2188| CV5644 TULETA AZ MK                                       0973231.9 |
 AN2188| CV5645 TULETA RM 1                          23.703 METERS 11638     |
 AN2188| CV5646 TULETA RM 2                          25.233 METERS 23052     |
 AN2188|---------------------------------------------------------------------|
 AN2188
 AN2188                          SUPERSEDED SURVEY CONTROL
 AN2188
 AN2188  NAD 83(1986)-  28 34 00.02231(N)    097 49 11.94500(W) AD(       ) 3
 AN2188  NAD 27      -  28 33 59.05400(N)    097 49 10.95000(W) AD(       ) 3
 AN2188
 AN2188.Superseded values are not recommended for survey control.
 AN2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2188.See file dsdata.txt to determine how the superseded data were derived.
 AN2188
 AN2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1541360546(NAD 83)
 AN2188_MARKER: DS = TRIANGULATION STATION DISK
 AN2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2188
 AN2188  HISTORY     - Date     Condition        Report By
 AN2188  HISTORY     - 1952     MONUMENTED       CGS
 AN2188  HISTORY     - 1963     GOOD             CGS
 AN2188
 AN2188                          STATION DESCRIPTION
 AN2188
 AN2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2188'THE STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF TULETA,
 AN2188'50 FEET SOUTH OF A PAVED ROAD, 21 FEET SOUTH OF A FENCE
 AN2188'LINE, 40 FEET SOUTHEAST OF A LARGE OAK TREE, 20 FEET WEST OF
 AN2188'A WITNESS POST, AND AT THE SUMMIT OF A PROMINENT HILL.
 AN2188'
 AN2188'TO REACH THE STATION FROM THE RAILROAD STATION IN TULETA.
 AN2188'GO SOUTH ON U.S. HIGHWAY 181 FOR 0.25 MILE TO A T-ROAD RIGHT,
 AN2188'THIS IS 0.1 MILE NORTH OF A LARGE ROCK SCHOOLHOUSE.  TURN
 AN2188'RIGHT AND GO WEST-NORTHWEST FOR 1.0 MILE TO THE AZIMUTH MARK ON
 AN2188'THE LEFT, SOUTH, SIDE OF THE ROAD.  CONTINUE WESTERLY FOR
 AN2188'0.4 MILE TO THE TOP OF THE HILL AND THE STATION ON THE LEFT,
 AN2188'SOUTH, SIDE OF THE ROAD.
 AN2188'
 AN2188'THE STATION MARK, STAMPED TULETA 1952, IS A STANDARD DISK
 AN2188'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
 AN2188'
 AN2188'REFERENCE MARK NO. 1, STAMPED TULETA NO 1 1952, IS A STANDARD
 AN2188'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2188'IT IS 50 FEET SOUTH OF A POWER LINE POLE.
 AN2188'
 AN2188'REFERENCE MARK NO. 2, STAMPED TULETA NO 2 1952, IS A STANDARD
 AN2188'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.
 AN2188'IT IS 71 FEET SOUTH OF A FENCE LINE.
 AN2188'
 AN2188'THE AZIMUTH MARK, STAMPED TULETA 1952, IS A STANDARD DISK
 AN2188'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 AN2188'39 FEET SOUTHWEST OF A PAVED ROAD, 18 FEET WEST OF A LARGE
 AN2188'OAK TREE, AND 3 FEET WEST OF A WITNESS POST.
 AN2188'
 AN2188'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AN2188
 AN2188                          STATION RECOVERY (1963)
 AN2188
 AN2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2188'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AN2188'IN GOOD CONDITION AS DESCRIBED.
 AN2188'
 AN2188'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0902 ***********************************************************************
 EN0902  DESIGNATION -  TULIA
 EN0902  PID         -  EN0902
 EN0902  STATE/COUNTY-  TX/SWISHER
 EN0902  USGS QUAD   -  TULIA (1981)
 EN0902
 EN0902                         *CURRENT SURVEY CONTROL
 EN0902  ___________________________________________________________________
 EN0902* NAD 83(1993)-  34 30 53.66027(N)    101 50 23.84670(W)     ADJUSTED  
 EN0902* NAVD 88     -      1081.4    (meters)    3548.     (feet)  VERTCON   
 EN0902  ___________________________________________________________________
 EN0902  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 EN0902  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 EN0902
 EN0902  HORZ ORDER  -  FIRST
 EN0902
 EN0902.The horizontal coordinates were established by classical geodetic methods
 EN0902.and adjusted by the National Geodetic Survey in February 1996..
 EN0902
 EN0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0902
 EN0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0902
 EN0902.The geoid height was determined by GEOID03.
 EN0902
 EN0902;                    North         East     Units Scale Factor Converg.
 EN0902;SPC TX N     - 1,057,177.339   168,782.874   MT  1.00003405   -0 11 49.3
 EN0902;SPC TX N     - 3,468,422.65    553,748.48   sFT  1.00003405   -0 11 49.3
 EN0902;UTM  14      - 3,822,912.949   239,290.593   MT  1.00043787   -1 36 36.3
 EN0902
 EN0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0902!SPC TX N     -   0.99983437  x   1.00003405  =   0.99986842
 EN0902!UTM  14      -   0.99983437  x   1.00043787  =   1.00027217
 EN0902
 EN0902|---------------------------------------------------------------------|
 EN0902| PID    Reference Object                     Distance      Geod. Az  |
 EN0902|                                                           dddmmss.s |
 EN0902| CJ9135 TULIA RM 1                                         05825     |
 EN0902| EN0903 TULIA MUNICIPAL TANK                APPROX. 7.4 KM 0685220.8 |
 EN0902| EN0901 TULIA SWISHER CO CTHSE CUPOLA       APPROX. 7.4 KM 0710134.5 |
 EN0902| CJ9136 TULIA RM 2                           69.540 METERS 25150     |
 EN0902|---------------------------------------------------------------------|
 EN0902
 EN0902                          SUPERSEDED SURVEY CONTROL
 EN0902
 EN0902  NAD 83(1986)-  34 30 53.66686(N)    101 50 23.84087(W) AD(       ) 1
 EN0902  NAD 27      -  34 30 53.45000(N)    101 50 22.17300(W) AD(       ) 1
 EN0902  NGVD 29 (07/28/98) 1081.0    (m)         3547.     (f) VERT ANG       
 EN0902
 EN0902.Superseded values are not recommended for survey control.
 EN0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0902.See file dsdata.txt to determine how the superseded data were derived.
 EN0902
 EN0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3929122913(NAD 83)
 EN0902_MARKER: DS = TRIANGULATION STATION DISK
 EN0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0902
 EN0902  HISTORY     - Date     Condition        Report By
 EN0902  HISTORY     - 1931     MONUMENTED       CGS
 EN0902  HISTORY     - 1965     GOOD             USGS
 EN0902  HISTORY     - 1978     GOOD             DMA
 EN0902  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 EN0902
 EN0902                          STATION DESCRIPTION
 EN0902
 EN0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 EN0902'ABOUT 4 MILES W AND 1-1/2 MILES S OF TULIA, ON LAND OWNED
 EN0902'BY ALBERT BIVENS, IN AN E-W FENCE WHICH SEPARATES SOD LAND ON
 EN0902'THE N FROM PLOWED LAND ON THE S, 0.1 MILE W OF A GATE IN N-S
 EN0902'FENCE, 67.20 METERS (220.5 FEET) E OF A FENCE CORNER, AND 115
 EN0902'METERS (377 FEET) N OF E OF A WINDMILL.  TO REACH STATION FROM
 EN0902'TULIA GO W ON MAIN STREET TO POINT WHERE U.S. HIGHWAY 385 TURNS
 EN0902'N.  HERE TURN S AND GO 0.5 MILE, THEN W ON MAIN-TRAVELED ROAD
 EN0902'3.5 MILES TO GATE ON S SIDE OF ROAD WITH FARM ROAD LEADING TO
 EN0902'YELLOW HOUSE.  FOLLOW FARM ROAD S PAST HOUSE AND THROUGH
 EN0902'BARNYARD GATE, THENCE ALONG WINDING ROAD S TO FIRST E-W FENCE
 EN0902'AND GATE AT JUNCTION WITH N-S FENCE.  PASS THROUGH GATE TO STATION
 EN0902'AS DESCRIBED.
 EN0902'
 EN0902'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EN0902'DISKS SET IN CONCRETE.
 EN0902'
 EN0902'REFERENCE MARK NO. 1 IS IN N-S FENCE LINE, 0.1 MILE (BY SPEEDOMETER)
 EN0902'FROM STATION, N 58 DEG 26 MIN E.
 EN0902'
 EN0902'REFERENCE MARK NO. 2 IS IN N-S FENCE LINE, 21.9 METERS (72 FEET)
 EN0902'S OF CORNER, 47.7 METERS (156 FEET) E OF WINDMILL, AND 69.54
 EN0902'METERS (228.2 FEET) FROM STATION, S 71 DEG 50 MIN W.
 EN0902'
 EN0902'OTHER BEARINGS FROM STATION ARE--TULIA, MUNICIPAL WATER TANK,
 EN0902'N 68 DEG 52 MIN E.  TULIA, SWISHER COUNTY COURTHOUSE, CUPOLA,
 EN0902'N 71 DEG 02 MIN E.
 EN0902
 EN0902                          STATION RECOVERY (1965)
 EN0902
 EN0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0902'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34101-4, STATION 1005.
 EN0902'RECOVERED BY USGS IN 1965 AND REDESCRIBED AS FOLLOWS
 EN0902'ABOUT 4 MI. W. AND 1-1/2 MI. S. OF TULIA ON LAND OWNED BY DELBERT
 EN0902'BIVINS IN AN E-W. FENCE, 170 FT. E. OF FENCE S. AND 377 FT. ENE. OF
 EN0902'ABANDONED WINDMILL.
 EN0902'TO REACH STATION FROM TULIA, GO W. ON STATE HIGHWAY 86 TO U.S. HIGHWAY
 EN0902'87, TURN S. ON U.S. 87 1.5 MI., THEN W. 2.9 MI. ON GRADED RD. TO RD.
 EN0902'BEND S., THEN GO W. THROUGH GATE 0.5 MI. ALONG FIELD RD. TO STATION.
 EN0902'STATION MARK--STANDARD USC AND GS DISK STAMPED---TULIA 1931---, SET IN
 EN0902'CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
 EN0902
 EN0902                          STATION RECOVERY (1978)
 EN0902
 EN0902'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 EN0902'TULIA 1932 RECOVERED GOOD.  MARK IS ABOUT 8 FEET WEST OF A POWER
 EN0902'POLE, AND DIRECTLY UNDER A POWER LINE.  REFERENCE MARKS NOT FOUND
 EN0902'ALTHO LANDOWNER INDICATED THAT ONE OF THEM WAS IN CULTIVATED FIELD
 EN0902'NE OF MARK, IT WAS NOT FOUND.
 EN0902'
 EN0902'DUE TO CHANGES IN ROADS A NEW TO REACH FOLLOWS.  FROM INTERSECTION OF
 EN0902'U.S. HWY 87 AND U.S. HWY 86 ON SOUTH SIDE OF TULIA, GO WEST ON HWY
 EN0902'86 FOR 4.0 MILES, TURN LEFT, SOUTH, ON FARM ROAD 3141, GO 1.0 MILE,
 EN0902'TURN LEFT, EAST ON DIRT ROAD ALONG NORTH SIDE OF FENCE, GO 0.5
 EN0902'MILE TO STATION.
 EN0902'
 EN0902'DISTANCE AND DIRECTION FROM NEAREST TOWN--TULIA, ABOUT 4.5 MILES
 EN0902'SOUTHWEST OF.
 EN0902
 EN0902                          STATION RECOVERY (2004)
 EN0902
 EN0902'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0905 ***********************************************************************
 EN0905  DESIGNATION -  TULIA MAG STATION 1964
 EN0905  PID         -  EN0905
 EN0905  STATE/COUNTY-  TX/SWISHER
 EN0905  USGS QUAD   -  TULIA (1981)
 EN0905
 EN0905                         *CURRENT SURVEY CONTROL
 EN0905  ___________________________________________________________________
 EN0905* NAD 83(1993)-  34 32 10.11482(N)    101 45 47.70806(W)     ADJUSTED  
 EN0905* NAVD 88     -      1062.     (meters)    3484.     (feet)  SCALED    
 EN0905  ___________________________________________________________________
 EN0905  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 EN0905  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EN0905
 EN0905  HORZ ORDER  -  SECOND
 EN0905
 EN0905.The horizontal coordinates were established by classical geodetic methods
 EN0905.and adjusted by the National Geodetic Survey in February 1996..
 EN0905
 EN0905.The orthometric height was scaled from a topographic map.
 EN0905
 EN0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0905
 EN0905.The geoid height was determined by GEOID03.
 EN0905
 EN0905;                    North         East     Units Scale Factor Converg.
 EN0905;SPC TX N     - 1,059,511.819   175,832.702   MT  1.00002834   -0 09 09.2
 EN0905;SPC TX N     - 3,476,081.69    576,877.79   sFT  1.00002834   -0 09 09.2
 EN0905;UTM  14      - 3,825,073.589   246,398.609   MT  1.00039280   -1 34 02.6
 EN0905
 EN0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0905!SPC TX N     -   0.99983738  x   1.00002834  =   0.99986571
 EN0905!UTM  14      -   0.99983738  x   1.00039280  =   1.00023011
 EN0905
 EN0905                          SUPERSEDED SURVEY CONTROL
 EN0905
 EN0905  NAD 83(1986)-  34 32 10.12130(N)    101 45 47.70209(W) AD(       ) 2
 EN0905  NAD 27      -  34 32 09.90589(N)    101 45 46.04297(W) AD(       ) 2
 EN0905
 EN0905.Superseded values are not recommended for survey control.
 EN0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0905.See file dsdata.txt to determine how the superseded data were derived.
 EN0905
 EN0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4639925074(NAD 83)
 EN0905_MARKER: DM = MAGNETIC STATION DISK
 EN0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0905+STABILITY: SURFACE MOTION
 EN0905
 EN0905  HISTORY     - Date     Condition        Report By
 EN0905  HISTORY     - 1964     MONUMENTED       CGS
 EN0905
 EN0905                          STATION DESCRIPTION
 EN0905
 EN0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0905'THE STATION IS IN THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 EN0905'TULIA.
 EN0905'
 EN0905'THE MARK IS A U.S. COAST AND GEODETIC SURVEY MAGNETIC STATION
 EN0905'DISK, NOT STAMPED, SET IN THE TOP OF A CONCRETE POST 10 INCHES IN
 EN0905'DIAMETER AND PROJECTING 3 INCHES.  IT IS 51.0 FEET WEST OF THE
 EN0905'CENTERLINE OF S. AUSTIN AVENUE, 40.4 FEET NORTH OF THE CENTERLINE
 EN0905'OF THE WEST BOUND LANE OF S.W. 2ND STREET AND 10.8 FEET NORTHWEST
 EN0905'OF A FIRE HYDRANT.  A TRAVERSE CONNECTION WAS MADE TO
 EN0905'TRIANGULATION STATION SWISHER, THE DISTANCE BEING 37.01 FEET OR
 EN0905'11.282 METERS SOUTHEAST OF STATION SWISHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0903 ***********************************************************************
 EN0903  DESIGNATION -  TULIA MUNICIPAL TANK
 EN0903  PID         -  EN0903
 EN0903  STATE/COUNTY-  TX/SWISHER
 EN0903  USGS QUAD   -  TULIA (1981)
 EN0903
 EN0903                         *CURRENT SURVEY CONTROL
 EN0903  ___________________________________________________________________
 EN0903* NAD 83(1986)-  34 32 20.00481(N)    101 45 53.57837(W)     ADJUSTED  
 EN0903* NAVD 88     -      1062.     (meters)    3484.     (feet)  SCALED    
 EN0903  ___________________________________________________________________
 EN0903  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 EN0903  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EN0903
 EN0903  HORZ ORDER  -  THIRD
 EN0903
 EN0903.The horizontal coordinates were established by classical geodetic methods
 EN0903.and adjusted by the National Geodetic Survey in July 1998..
 EN0903
 EN0903.The orthometric height was scaled from a topographic map.
 EN0903
 EN0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0903
 EN0903.The geoid height was determined by GEOID03.
 EN0903
 EN0903;                    North         East     Units Scale Factor Converg.
 EN0903;SPC TX N     - 1,059,816.981   175,683.821   MT  1.00002761   -0 09 12.6
 EN0903;SPC TX N     - 3,477,082.88    576,389.34   sFT  1.00002761   -0 09 12.6
 EN0903;UTM  14      - 3,825,382.447   246,257.257   MT  1.00039368   -1 34 06.4
 EN0903
 EN0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0903!SPC TX N     -   0.99983738  x   1.00002761  =   0.99986498
 EN0903!UTM  14      -   0.99983738  x   1.00039368  =   1.00023099
 EN0903
 EN0903                          SUPERSEDED SURVEY CONTROL
 EN0903
 EN0903  NAD 83(1993)-  34 32 20.00481(N)    101 45 53.57837(W) AD(       ) 4
 EN0903  NAD 83(1986)-  34 32 20.01127(N)    101 45 53.57168(W) AD(       ) 4
 EN0903  NAD 27      -  34 32 19.79500(N)    101 45 51.90500(W) AD(       ) 3
 EN0903
 EN0903.Superseded values are not recommended for survey control.
 EN0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0903.See file dsdata.txt to determine how the superseded data were derived.
 EN0903
 EN0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4625725382(NAD 83)
 EN0903_MARKER: 52 = STANDPIPE TANK
 EN0903
 EN0903  HISTORY     - Date     Condition        Report By
 EN0903  HISTORY     - 1932     FIRST OBSERVED   CGS
 EN0903  HISTORY     - 1964     GOOD             CGS
 EN0903  HISTORY     - 1966     GOOD             CGS
 EN0903  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 EN0903
 EN0903                          STATION DESCRIPTION
 EN0903
 EN0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EN0903'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34101-4, STATION 1011.
 EN0903
 EN0903                          STATION RECOVERY (1964)
 EN0903
 EN0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0903'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH, ELEVATED
 EN0903'TANK, PAINTED ALUMINUM AND SUPPORTED BY 4 LEGS.  IT IS LOCATED
 EN0903'NEAR THE CENTER OF TOWN 150 FEET NORTHWEST OF THE INTERSECTION
 EN0903'OF NORTH MAXWELL AND WEST SECOND STREET.
 EN0903'
 EN0903'THE 1932 DESCRIPTION FOR THIS STATION WAS NOT AVAILABLE AT THIS
 EN0903'WRITING.
 EN0903
 EN0903                          STATION RECOVERY (1966)
 EN0903
 EN0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RDP)
 EN0903'STATION WAS RECOVERED IN GOOD CONDITION.
 EN0903
 EN0903                          STATION RECOVERY (2004)
 EN0903
 EN0903'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0904 ***********************************************************************
 EN0904  DESIGNATION -  TULIA NORTH MUNICIPAL TANK
 EN0904  PID         -  EN0904
 EN0904  STATE/COUNTY-  TX/SWISHER
 EN0904  USGS QUAD   -  TULIA (1981)
 EN0904
 EN0904                         *CURRENT SURVEY CONTROL
 EN0904  ___________________________________________________________________
 EN0904* NAD 83(1993)-  34 32 35.90064(N)    101 45 40.19916(W)     ADJUSTED  
 EN0904* NAVD 88     -                                                        
 EN0904  ___________________________________________________________________
 EN0904  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 EN0904  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EN0904
 EN0904  HORZ ORDER  -  THIRD
 EN0904
 EN0904.The horizontal coordinates were established by classical geodetic methods
 EN0904.and adjusted by the National Geodetic Survey in February 1996..
 EN0904
 EN0904
 EN0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0904
 EN0904.The geoid height was determined by GEOID03.
 EN0904
 EN0904;                    North         East     Units Scale Factor Converg.
 EN0904;SPC TX N     - 1,060,305.907   176,026.283   MT  1.00002644   -0 09 04.9
 EN0904;SPC TX N     - 3,478,686.96    577,512.90   sFT  1.00002644   -0 09 04.9
 EN0904;UTM  14      - 3,825,862.942   246,611.818   MT  1.00039146   -1 33 59.4
 EN0904
 EN0904                          SUPERSEDED SURVEY CONTROL
 EN0904
 EN0904  NAD 83(1986)-  34 32 35.90707(N)    101 45 40.19245(W) AD(       ) 4
 EN0904  NAD 27      -  34 32 35.68750(N)    101 45 38.51945(W) AD(       ) 3
 EN0904
 EN0904.Superseded values are not recommended for survey control.
 EN0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0904.See file dsdata.txt to determine how the superseded data were derived.
 EN0904
 EN0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4661225863(NAD 83)
 EN0904_MARKER: 53 = ELEVATED TANK
 EN0904
 EN0904  HISTORY     - Date     Condition        Report By
 EN0904  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0904
 EN0904                          STATION DESCRIPTION
 EN0904
 EN0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0904'THE STATION IS THE CENTER OF THE TOP OF A 130 FOOT HIGH ELEVATED
 EN0904'TANK, PAINTED ALUMINUM AND SUPPORTED BY 8 LEGS.  IT IS LOCATED IN THE
 EN0904'NORTH PART OF TULIA, ABOUT 350 FEET NORTH OF THE INTERSECTION OF
 EN0904'NORTH BOWIE AVENUE AND NORTHEAST 5TH. STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0907 ***********************************************************************
 EN0907  DESIGNATION -  TULIA RAD STA KTUE MST
 EN0907  PID         -  EN0907
 EN0907  STATE/COUNTY-  TX/SWISHER
 EN0907  USGS QUAD   -  TULIA (1981)
 EN0907
 EN0907                         *CURRENT SURVEY CONTROL
 EN0907  ___________________________________________________________________
 EN0907* NAD 83(1993)-  34 31 35.07797(N)    101 46 55.87462(W)     ADJUSTED  
 EN0907* NAVD 88     -                                                        
 EN0907  ___________________________________________________________________
 EN0907  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 EN0907  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EN0907
 EN0907  HORZ ORDER  -  THIRD
 EN0907
 EN0907.The horizontal coordinates were established by classical geodetic methods
 EN0907.and adjusted by the National Geodetic Survey in February 1996..
 EN0907
 EN0907
 EN0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0907
 EN0907.The geoid height was determined by GEOID03.
 EN0907
 EN0907;                    North         East     Units Scale Factor Converg.
 EN0907;SPC TX N     - 1,058,436.945   174,091.324   MT  1.00003094   -0 09 48.7
 EN0907;SPC TX N     - 3,472,555.21    571,164.62   sFT  1.00003094   -0 09 48.7
 EN0907;UTM  14      - 3,824,041.649   244,630.576   MT  1.00040389   -1 34 39.9
 EN0907
 EN0907                          SUPERSEDED SURVEY CONTROL
 EN0907
 EN0907  NAD 83(1986)-  34 31 35.08449(N)    101 46 55.86791(W) AD(       ) 4
 EN0907  NAD 27      -  34 31 34.86912(N)    101 46 54.20685(W) AD(       ) 3
 EN0907
 EN0907.Superseded values are not recommended for survey control.
 EN0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0907.See file dsdata.txt to determine how the superseded data were derived.
 EN0907
 EN0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4463124042(NAD 83)
 EN0907_MARKER: 42 = RADIO/TV MAST
 EN0907
 EN0907  HISTORY     - Date     Condition        Report By
 EN0907  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0907
 EN0907                          STATION DESCRIPTION
 EN0907
 EN0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0907'THE STATION IS THE CENTER OF THE TOP OF A 207 FOOT HIGH STEEL MAST,
 EN0907'LOCATED 1-1/2 MILES SOUTHWEST OF THE CENTER OF TULIA AND ABOUT 400
 EN0907'FEET WEST OF U. S. HIGHWAY 87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0901 ***********************************************************************
 EN0901  DESIGNATION -  TULIA SWISHER CO CTHSE CUPOLA
 EN0901  PID         -  EN0901
 EN0901  STATE/COUNTY-  TX/SWISHER
 EN0901  USGS QUAD   -  TULIA (1981)
 EN0901
 EN0901                         *CURRENT SURVEY CONTROL
 EN0901  ___________________________________________________________________
 EN0901* NAD 83(1993)-  34 32 11.62477(N)    101 45 49.52464(W)     ADJUSTED  
 EN0901* NAVD 88     -                                                        
 EN0901  ___________________________________________________________________
 EN0901  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 EN0901  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EN0901
 EN0901  HORZ ORDER  -  THIRD
 EN0901
 EN0901.The horizontal coordinates were established by classical geodetic methods
 EN0901.and adjusted by the National Geodetic Survey in February 1996..
 EN0901
 EN0901
 EN0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0901
 EN0901.The geoid height was determined by GEOID03.
 EN0901
 EN0901;                    North         East     Units Scale Factor Converg.
 EN0901;SPC TX N     - 1,059,558.472   175,786.502   MT  1.00002822   -0 09 10.3
 EN0901;SPC TX N     - 3,476,234.75    576,726.22   sFT  1.00002822   -0 09 10.3
 EN0901;UTM  14      - 3,825,121.385   246,353.558   MT  1.00039308   -1 34 03.7
 EN0901
 EN0901                          SUPERSEDED SURVEY CONTROL
 EN0901
 EN0901  NAD 83(1986)-  34 32 11.63123(N)    101 45 49.51799(W) AD(       ) 4
 EN0901  NAD 27      -  34 32 11.41400(N)    101 45 47.85600(W) AD(       ) 3
 EN0901
 EN0901.Superseded values are not recommended for survey control.
 EN0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0901.See file dsdata.txt to determine how the superseded data were derived.
 EN0901
 EN0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4635425121(NAD 83)
 EN0901_MARKER: 86 = CUPOLA
 EN0901
 EN0901  HISTORY     - Date     Condition        Report By
 EN0901  HISTORY     - 1932     FIRST OBSERVED   CGS
 EN0901  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 EN0901
 EN0901                          STATION DESCRIPTION
 EN0901
 EN0901'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0690 ***********************************************************************
 AO0690  DESIGNATION -  TULLA
 AO0690  PID         -  AO0690
 AO0690  STATE/COUNTY-  TX/LA SALLE
 AO0690  USGS QUAD   -  COTULLA (1974)
 AO0690
 AO0690                         *CURRENT SURVEY CONTROL
 AO0690  ___________________________________________________________________
 AO0690* NAD 83(1993)-  28 27 12.67604(N)    099 13 05.86925(W)     ADJUSTED  
 AO0690* NAVD 88     -       139.6    (meters)     458.     (feet)  VERTCON   
 AO0690  ___________________________________________________________________
 AO0690  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AO0690  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AO0690
 AO0690  HORZ ORDER  -  SECOND
 AO0690
 AO0690.This mark is at Cotulla-La Salle Co (COT) Airport (COT)
 AO0690
 AO0690.The horizontal coordinates were established by classical geodetic methods
 AO0690.and adjusted by the National Geodetic Survey in February 1996..
 AO0690
 AO0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0690
 AO0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0690
 AO0690.The geoid height was determined by GEOID03.
 AO0690
 AO0690;                    North         East     Units Scale Factor Converg.
 AO0690;SPC TXSC     - 4,068,755.922   578,618.894   MT  0.99998059   -0 06 25.0
 AO0690;SPC TXSC     -13,348,910.05  1,898,352.15   sFT  0.99998059   -0 06 25.0
 AO0690;UTM  14      - 3,147,462.291   478,626.991   MT  0.99960564   -0 06 14.4
 AO0690
 AO0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0690!SPC TXSC     -   0.99998197  x   0.99998059  =   0.99996256
 AO0690!UTM  14      -   0.99998197  x   0.99960564  =   0.99958762
 AO0690
 AO0690|---------------------------------------------------------------------|
 AO0690| PID    Reference Object                     Distance      Geod. Az  |
 AO0690|                                                           dddmmss.s |
 AO0690| CV5648 TULLA RM 1                           12.088 METERS 07332     |
 AO0690| AO0688 COTULLA VUMORE CO MICROWAVE         APPROX.10.6 KM 1213733.4 |
 AO0690| AO0257 W 1077                               12.935 METERS 17856     |
 AO0690| CV5647 TULLA AZ MK                                        1994139.0 |
 AO0690| AO0712 COTULLA TV RELAY MAST               APPROX.12.0 KM 2061228.9 |
 AO0690| AO0692 COTULLA CABLE VISION MAST           APPROX. 5.0 KM 2155155.0 |
 AO0690|---------------------------------------------------------------------|
 AO0690
 AO0690                          SUPERSEDED SURVEY CONTROL
 AO0690
 AO0690  NAD 83(1986)-  28 27 12.67335(N)    099 13 05.84664(W) AD(       ) 2
 AO0690  NAD 27      -  28 27 11.71574(N)    099 13 04.74069(W) AD(       ) 2
 AO0690  NGVD 29 (07/19/86)  139.5    (m)          458.     (f) VERT ANG       
 AO0690
 AO0690.Superseded values are not recommended for survey control.
 AO0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0690.See file dsdata.txt to determine how the superseded data were derived.
 AO0690
 AO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7862747462(NAD 83)
 AO0690_MARKER: DS = TRIANGULATION STATION DISK
 AO0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0690
 AO0690  HISTORY     - Date     Condition        Report By
 AO0690  HISTORY     - 1971     MONUMENTED       NGS
 AO0690  HISTORY     - 19970816 GOOD             USPSQD
 AO0690
 AO0690                          STATION DESCRIPTION
 AO0690
 AO0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0690'THE STATION IS ABOUT 1-1/2 MILES NORTH AND 1 MILE EAST OF COTULLA AT
 AO0690'THE COTULLA MUNICIPAL AIRPORT, PERMISSION TO ESTABLISH THE STATION
 AO0690'WAS GRANTED BY O.E. OBRIAN, AIRPORT MANAGER.
 AO0690'
 AO0690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0690'HIGHWAY 97 AT THE TRAFFIC LIGHT IN COTULLA, GO NORTHEAST ON STATE
 AO0690'HIGHWAY 97 FOR 0.8 MILE TO THE JUNCTION WITH FARM ROAD 468 AND THE
 AO0690'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ON STATE HIGHWAY 97
 AO0690'FOR 0.35 MILE TO A GRADED SIDE ROAD LEFT AND A SIGN COTULLA
 AO0690'AIRPORT.  TURN LEFT AND GO NORTH ON GRADED ROAD FOR 0.55 MILE TO THE
 AO0690'STATION ON THE RIGHT.
 AO0690'
 AO0690'STATION MARKS ARE STANDARD DISKS, STAMPED TULLA 1971.  THE SURFACE
 AO0690'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0690'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 54.0 FEET
 AO0690'NORTH-NORTHWEST OF WEST OF THE NORTHEAST LEG OF THE AIRPORT BEACON
 AO0690'TOWER, 52.0 FEET NORTH OF THE NORTHWEST LEG OF THE AIRPORT BEACON
 AO0690'TOWER AND 36.0 FEET EAST OF THE CENTER OF A GRADED ROAD.  THE
 AO0690'UNDERGROUND MARK IS CEMENTED IN A DRILL HOLE IN BEDROCK, 30
 AO0690'INCHES BELOW THE GROUND SURFACE.
 AO0690'
 AO0690'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TULLA NO 1 1971, SET IN
 AO0690'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS 1 INCH
 AO0690'BELOW THE GROUND SURFACE.  IT IS 75.0 FEET EAST OF THE CENTER OF
 AO0690'THE GRADED ROAD, 71.5 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 AO0690'AIRPORT BEACON TOWER AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0690'
 AO0690'BENCH MARK W 1077 IS A STANDARD DISK, STAMPED W 1077 1958, CEMENTED
 AO0690'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.
 AO0690'IT IS 37.0 FEET EAST OF THE CENTER OF THE GRADED ROAD, 14.0 FEET
 AO0690'NORTHWEST OF THE NORTHEAST LEG OF THE AIRPORT BEACON TOWER, 10.2
 AO0690'FEET NORTH OF THE NORTHWEST LEG OF THE AIRPORT BEACON TOWER AND
 AO0690'ABOUT THE SAME ELEVATION AS THE STATION.
 AO0690'
 AO0690'AZIMUTH MARK IS A STANDARD DISK, STAMPED TULLA 1971, CEMENTED IN A
 AO0690'DRILL HOLE IN THE CONCRETE MEDIAN OF STATE HIGHWAY 97 AND FARM ROAD
 AO0690'468.  IT IS 30.5 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 97
 AO0690'AND 28.0 FEET NORTHWEST OF THE CENTER OF FARM ROAD 468.
 AO0690'
 AO0690'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 AO0690
 AO0690                          STATION RECOVERY (1997)
 AO0690
 AO0690'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0862 ***********************************************************************
 FM0862  DESIGNATION -  TUMBLE
 FM0862  PID         -  FM0862
 FM0862  STATE/COUNTY-  TX/HARTLEY
 FM0862  USGS QUAD   -  MORAN RANCH (1963)
 FM0862
 FM0862                         *CURRENT SURVEY CONTROL
 FM0862  ___________________________________________________________________
 FM0862* NAD 83(1993)-  35 56 39.14377(N)    102 14 53.96530(W)     ADJUSTED  
 FM0862* NAVD 88     -      1185.     (meters)    3888.     (feet)  VERTCON   
 FM0862  ___________________________________________________________________
 FM0862  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 FM0862  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0862
 FM0862  HORZ ORDER  -  SECOND
 FM0862
 FM0862.The horizontal coordinates were established by classical geodetic methods
 FM0862.and adjusted by the National Geodetic Survey in February 1996..
 FM0862
 FM0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0862
 FM0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0862
 FM0862.The geoid height was determined by GEOID03.
 FM0862
 FM0862;                    North         East     Units Scale Factor Converg.
 FM0862;SPC TX N     - 1,215,943.504   132,484.702   MT  0.99995297   -0 26 01.2
 FM0862;SPC TX N     - 3,989,307.98    434,660.23   sFT  0.99995297   -0 26 01.2
 FM0862;UTM  13      - 3,981,260.344   748,206.527   MT  1.00035918   +1 36 57.8
 FM0862
 FM0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0862!SPC TX N     -   0.99981813  x   0.99995297  =   0.99977111
 FM0862!UTM  13      -   0.99981813  x   1.00035918  =   1.00017725
 FM0862
 FM0862|---------------------------------------------------------------------|
 FM0862| PID    Reference Object                     Distance      Geod. Az  |
 FM0862|                                                           dddmmss.s |
 FM0862| CJ9140 TUMBLE RM 1                          27.416 METERS 17950     |
 FM0862| FM0881 HARTLEY WILLIAMS WTR WORKS TK       APPROX.15.5 KM 2441651.7 |
 FM0862| FM0880 HARTLEY FARMERS CO GRAIN ELEV       APPROX.14.9 KM 2450041.3 |
 FM0862| CJ9139 TUMBLE AZ MK                                       2713932.6 |
 FM0862| CJ9141 TUMBLE RM 2                          28.712 METERS 28039     |
 FM0862| GL1362 WILCO RR SID C H KUPER CO ELEV      APPROX.10.1 KM 3352613.0 |
 FM0862|---------------------------------------------------------------------|
 FM0862
 FM0862                          SUPERSEDED SURVEY CONTROL
 FM0862
 FM0862  NAD 83(1993)-  35 56 39.14288(N)    102 14 53.96524(W) AD(       ) 2
 FM0862  NAD 83(1986)-  35 56 39.15108(N)    102 14 53.95530(W) AD(       ) 2
 FM0862  NAD 27      -  35 56 39.01800(N)    102 14 52.28100(W) AD(       ) 2
 FM0862  NGVD 29 (07/19/86) 1184.     (m)         3885.     (f) VERT ANG       
 FM0862
 FM0862.Superseded values are not recommended for survey control.
 FM0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0862.See file dsdata.txt to determine how the superseded data were derived.
 FM0862
 FM0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4820781260(NAD 83)
 FM0862_MARKER: DS = TRIANGULATION STATION DISK
 FM0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0862
 FM0862  HISTORY     - Date     Condition        Report By
 FM0862  HISTORY     - 1953     MONUMENTED       CGS
 FM0862  HISTORY     - 1963     GOOD             USGS
 FM0862
 FM0862                          STATION DESCRIPTION
 FM0862
 FM0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0862'THE STATION IS LOCATED NEAR A FENCE CORNER ON THE SOUTH SIDE OF A
 FM0862'GRADED ROAD, AT A POINT IN THE ROAD WHERE THE ROAD TURNS FROM
 FM0862'EAST-WEST TO NORTH-SOUTH, ABOUT 10 MILES AIRLINE EAST-NORTHEAST
 FM0862'OF HARTLEY, ABOUT 17 MILES AIRLINE SOUTH-SOUTHEAST OF CHAMBERLIN,
 FM0862'AND ABOUT 18 MILES AIRLINE SOUTHEAST OF DALHART.
 FM0862'
 FM0862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 FM0862'FARM ROAD 1712 IN HARTLEY GO EAST AND NORTH ON FARM ROAD 1712
 FM0862'FOR 3.7 MILES TO A T-ROAD.  TURN RIGHT AND GO EAST 1.0 MILE TO
 FM0862'A FORK.  KEEP STRAIGHT AHEAD, EAST, ON THE RIGHT FORK, AND GO
 FM0862'4.3 MILES TO A T-ROAD.  TURN LEFT AND GO NORTH AND EAST 2.8
 FM0862'MILES TO A FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT.  KEEP
 FM0862'STRAIGHT AHEAD, EAST, AND GO 0.5 MILE TO A SHARP LEFT TURN AND
 FM0862'THE STATION ON THE RIGHT.
 FM0862'
 FM0862'THE STATION MARK IS A STANDARD DISK STAMPED, TUMBLE 1953 SET IN
 FM0862'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 FM0862'GROUND.  IT IS 45 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 18
 FM0862'FEET SOUTH OF A FENCE CORNER, AND 5 FEET SOUTH OF A WITNESS
 FM0862'POST.
 FM0862'
 FM0862'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, TUMBLE NO
 FM0862'1 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FM0862'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A FENCE
 FM0862'LINE AND THE SAME ELEVATION AS THE STATION.
 FM0862'
 FM0862'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, TUMBLE NO 2
 FM0862'1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FM0862'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS SET IN AN EAST-WEST
 FM0862'FENCE LINE, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND THE
 FM0862'SAME ELEVATION AS THE STATION.
 FM0862'
 FM0862'THE AZIMUTH MARK IS LOCATED NEAR A FENCE CORNER ON THE NORTH
 FM0862'SIDE OF THE ROAD LEADING TO THE STATION AND IS A STANDARD DISK
 FM0862'STAMPED, TUMBLE 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FM0862'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 FM0862'NORTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A POWERLINE POLE,
 FM0862'AND 28 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 FM0862
 FM0862                          STATION RECOVERY (1963)
 FM0862
 FM0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0862'REVISED DESCRIPTION--POST OFFICE.  8.5 MILES EAST ALONG U.S.
 FM0862'HIGHWAY 87 FROM HARTLEY, HARTLEY CO., THENCE 5.4 MILES NORTH
 FM0862'ALONG A GRADED ROAD TO A T-ROAD WEST.  43 FEET SOUTH AND 39 FEET
 FM0862'WEST OF THE T-ROAD.  A STANDARD DISK STAMPED TUMBLE 1953 AND
 FM0862'SET IN THE TOP OF A CONCRETE POST 1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0711 ***********************************************************************
 AO0711  DESIGNATION -  TUNA
 AO0711  PID         -  AO0711
 AO0711  STATE/COUNTY-  TX/LA SALLE
 AO0711  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0711
 AO0711                         *CURRENT SURVEY CONTROL
 AO0711  ___________________________________________________________________
 AO0711* NAD 83(1993)-  28 21 18.64627(N)    099 16 14.28368(W)     ADJUSTED  
 AO0711* NAVD 88     -       168.7    (meters)     553.     (feet)  VERTCON   
 AO0711  ___________________________________________________________________
 AO0711  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AO0711  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AO0711
 AO0711  HORZ ORDER  -  FIRST
 AO0711
 AO0711.The horizontal coordinates were established by classical geodetic methods
 AO0711.and adjusted by the National Geodetic Survey in February 1996..
 AO0711
 AO0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0711
 AO0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0711
 AO0711.The geoid height was determined by GEOID03.
 AO0711
 AO0711;                    North         East     Units Scale Factor Converg.
 AO0711;SPC TXSC     - 4,057,867.924   573,467.500   MT  1.00000820   -0 07 57.3
 AO0711;SPC TXSC     -13,313,188.35  1,881,451.29   sFT  1.00000820   -0 07 57.3
 AO0711;UTM  14      - 3,136,578.194   473,478.252   MT  0.99960868   -0 07 42.7
 AO0711
 AO0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0711!SPC TXSC     -   0.99997740  x   1.00000820  =   0.99998560
 AO0711!UTM  14      -   0.99997740  x   0.99960868  =   0.99958609
 AO0711
 AO0711|---------------------------------------------------------------------|
 AO0711| PID    Reference Object                     Distance      Geod. Az  |
 AO0711|                                                           dddmmss.s |
 AO0711| CV5650 TUNA RM 1                            15.563 METERS 00601     |
 AO0711| AO0707 COTULLA AT AND T MICRO              APPROX. 4.7 KM 0121815.9 |
 AO0711| CV5651 TUNA RM 2                             6.706 METERS 17500     |
 AO0711| CV5649 TUNA AZ MK                                         1834257.4 |
 AO0711| AO0714 ARTESIA WELLS RAD MAST              APPROX.15.1 KM 2445423.1 |
 AO0711| AO0712 COTULLA TV RELAY MAST               212.123 METERS 30539     |
 AO0711|---------------------------------------------------------------------|
 AO0711
 AO0711                          SUPERSEDED SURVEY CONTROL
 AO0711
 AO0711  NAD 83(1986)-  28 21 18.64415(N)    099 16 14.26048(W) AD(       ) 1
 AO0711  NAD 27      -  28 21 17.66904(N)    099 16 13.14633(W) AD(       ) 1
 AO0711  NGVD 29 (07/19/86)  168.6    (m)          553.     (f) VERT ANG       
 AO0711
 AO0711.Superseded values are not recommended for survey control.
 AO0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0711.See file dsdata.txt to determine how the superseded data were derived.
 AO0711
 AO0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7347836578(NAD 83)
 AO0711_MARKER: DS = TRIANGULATION STATION DISK
 AO0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0711
 AO0711  HISTORY     - Date     Condition        Report By
 AO0711  HISTORY     - 1972     MONUMENTED       NGS
 AO0711  HISTORY     - 19971025 GOOD             USPSQD
 AO0711
 AO0711                          STATION DESCRIPTION
 AO0711
 AO0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0711'THE STATION IS ABOUT 6 MILES NORTH AND 1 MILE EAST OF ARTESIA WELLS,
 AO0711'5 MILES SOUTH AND 2 MILES WEST OF COTULLA AND ON THE SOUTH
 AO0711'RIGHT-OF-WAY OF U.S. HIGHWAY 81.
 AO0711'
 AO0711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0711'HIGHWAY 97 AT THE TRAFFIC LIGHT IN COTULLA, GO SOUTH ON U.S. HIGHWAY
 AO0711'81 FOR 1.9 MILES TO THE JUNCTION WITH INTERSTATE HIGHWAY 35.  TURN
 AO0711'RIGHT, PASSING UNDER INTERSTATE HIGHWAY 35, THEN LEFT AND GO
 AO0711'SOUTH-SOUTHEAST ON INTERSTATE HIGHWAY 35 AND U.S. HIGHWAY 81 FOR
 AO0711'4.3 MILES TO A RADIO MAST ON THE RIGHT AND THE STATION ON THE LEFT.
 AO0711'
 AO0711'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH-SOUTHEAST
 AO0711'ON U.S. HIGHWAY 81 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 AO0711'
 AO0711'STATION MARKS ARE STANDARD DISKS, STAMPED TUNA 1972.  THE SURFACE
 AO0711'DISK IN SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0711'THAT IS FLUSH WITH THE GROUND.  IT IS 137.0 FEET EAST OF THE CENTER
 AO0711'OF U.S.  HIGHWAY 81, 53.0 FEET WEST OF THE WEST RAIL OF A RAILROAD
 AO0711'TRACK AND 2.6 FEET EAST OF A WITNESS POST.  THE UNDERGROUND MARK
 AO0711'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 AO0711'SURFACE.
 AO0711'
 AO0711'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TUNA NO 1 1972, SET IN
 AO0711'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0711'WITH THE GROUND.  IT IS 138.0 FEET EAST OF THE CENTER OF U.S.
 AO0711'HIGHWAY 81, 51.1 FEET NORTH OF THE WITNESS POST AND 51.0 FEET WEST
 AO0711'OF THE WEST RAIL OF THE RAILROAD TRACK AND ABOUT THE SAME
 AO0711'ELEVATION AS THE STATION.
 AO0711'
 AO0711'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TUNA NO 2 1972, SET IN
 AO0711'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0711'WITH THE GROUND.  IT IS 140.0 FEET EAST OF THE CENTER OF U.S.
 AO0711'HIGHWAY 81, 49.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 AO0711'22.1 FEET SOUTH-SOUTHEAST OF THE WITNESS POST AND ABOUT 1 FOOT
 AO0711'LOWER THAN THE STATION.
 AO0711'
 AO0711'AZIMUTH MARK IS A STANDARD DISK, STAMPED TUNA 1972, SET IN THE TOP
 AO0711'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AO0711'GROUND.  IT IS 142.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY 81,
 AO0711'46.0 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK AND 2.2 FEET
 AO0711'WEST OF A WITNESS POST.
 AO0711'
 AO0711'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 AO0711
 AO0711                          STATION RECOVERY (1997)
 AO0711
 AO0711'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0635 ***********************************************************************
 CR0635  DESIGNATION -  TUNDRA
 CR0635  PID         -  CR0635
 CR0635  STATE/COUNTY-  TX/VAN ZANDT
 CR0635  USGS QUAD   -  PHALBA (1984)
 CR0635
 CR0635                         *CURRENT SURVEY CONTROL
 CR0635  ___________________________________________________________________
 CR0635* NAD 83(1993)-  32 29 09.86514(N)    095 54 14.30698(W)     ADJUSTED  
 CR0635* NAVD 88     -       211.748  (meters)     694.71   (feet)  ADJUSTED  
 CR0635  ___________________________________________________________________
 CR0635  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 CR0635  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0635  DYNAMIC HT  -         211.506 (meters)     693.92  (feet)  COMP
 CR0635  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 CR0635
 CR0635  HORZ ORDER  -  FIRST
 CR0635  VERT ORDER  -  SECOND    CLASS 0
 CR0635
 CR0635.The horizontal coordinates were established by classical geodetic methods
 CR0635.and adjusted by the National Geodetic Survey in February 1996..
 CR0635
 CR0635.The orthometric height was determined by differential leveling
 CR0635.and adjusted by the National Geodetic Survey in June 1991..
 CR0635
 CR0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0635
 CR0635.The geoid height was determined by GEOID03.
 CR0635
 CR0635.The dynamic height is computed by dividing the NAVD 88
 CR0635.geopotential number by the normal gravity value computed on the
 CR0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0635.degrees latitude (g = 980.6199 gals.).
 CR0635
 CR0635.The modeled gravity was interpolated from observed gravity values.
 CR0635
 CR0635;                    North         East     Units Scale Factor Converg.
 CR0635;SPC TXNC     - 2,093,879.212   843,959.580   MT  0.99992100   +1 24 57.1
 CR0635;SPC TXNC     - 6,869,668.71  2,768,890.72   sFT  0.99992100   +1 24 57.1
 CR0635;UTM  15      - 3,598,031.605   227,111.246   MT  1.00051840   -1 33 38.4
 CR0635
 CR0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0635!SPC TXNC     -   0.99997076  x   0.99992100  =   0.99989177
 CR0635!UTM  15      -   0.99997076  x   1.00051840  =   1.00048915
 CR0635
 CR0635:                Primary Azimuth Mark                     Grid Az
 CR0635:SPC TXNC     -  CANTON MUNICIPAL TANK                    024 05 00.2
 CR0635:UTM  15      -  CANTON MUNICIPAL TANK                    027 03 35.7
 CR0635
 CR0635|---------------------------------------------------------------------|
 CR0635| PID    Reference Object                     Distance      Geod. Az  |
 CR0635|                                                           dddmmss.s |
 CR0635| CR1331 CANTON MUNICIPAL TANK               APPROX. 8.8 KM 0252957.3 |
 CR0635| CR0636 TUNDRA RM 1                          29.081 METERS 20756     |
 CR0635| CY2509 TUNDRA AZ MK                                       2823822.3 |
 CR0635| CY2510 TUNDRA AZ MK 2                                     2950313.5 |
 CR0635| CR0634 TUNDRA RM 2                          25.902 METERS 31000     |
 CR0635|---------------------------------------------------------------------|
 CR0635
 CR0635                          SUPERSEDED SURVEY CONTROL
 CR0635
 CR0635  NAD 83(1986)-  32 29 09.87265(N)    095 54 14.29204(W) AD(       ) 1
 CR0635  NAD 27      -  32 29 09.37400(N)    095 54 13.41300(W) AD(       ) 1
 CR0635  NGVD 29 (??/??/92)  211.754  (m)          694.73   (f) ADJ UNCH    2 0
 CR0635
 CR0635.Superseded values are not recommended for survey control.
 CR0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0635.See file dsdata.txt to determine how the superseded data were derived.
 CR0635
 CR0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR2711198032(NAD 83)
 CR0635_MARKER: DS = TRIANGULATION STATION DISK
 CR0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0635_STAMPING: TUNDRA 1935
 CR0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0635+STABILITY: SURFACE MOTION
 CR0635
 CR0635  HISTORY     - Date     Condition        Report By
 CR0635  HISTORY     - 1935     MONUMENTED       CGS
 CR0635  HISTORY     - 1948     GOOD             NGS
 CR0635  HISTORY     - 1949     GOOD             CGS
 CR0635  HISTORY     - 1956     GOOD             CGS
 CR0635  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0635
 CR0635                          STATION DESCRIPTION
 CR0635
 CR0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR0635'STATION IS ABOUT 6 MILES SW OF CANTON, ABOUT 19 MILES N OF
 CR0635'ATHENS, ABOUT 2 MILES NW OF THE SETTLEMENT OF TUNDRA, ON
 CR0635'LAND OWNED BY MR. PATTERSON OF ELDORADO, OKLAHOMA.  IT IS
 CR0635'AT THE PEAK OF WOODED RIDGE, 19.4 FEET E OF 15-INCH OAK TREE
 CR0635'WITH TRIANGLE BLAZE, 28 FEET N OF 9-INCH OAK TREE WITH TRIANGLE
 CR0635'BLAZE, 18.5 FEET SE OF 6-INCH OAK TREE WITH TRIANGLE BLAZE.
 CR0635'THE MARK PROJECTS 3 INCHES.
 CR0635'
 CR0635'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR0635'BRONZE DISKS SET IN CONCRETE.
 CR0635'
 CR0635'REFERENCE MARK NO. 1 IS SSW OF THE STATION.  THE MARK PROJECTS
 CR0635'6 INCHES.
 CR0635'
 CR0635'REFERENCE MARK NO. 2 IS NW OF THE STATION.  THE MARK PROJECTS
 CR0635'5 INCHES.
 CR0635'
 CR0635'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 140.38 FEET.
 CR0635'
 CR0635'THE AZIMUTH MARK IS W BY N OF THE STATION, ON RIGHT-OF-WAY OF E
 CR0635'AND W DIRT ROAD, 150 YARDS S OF FARMHOUSE, 45 FEET W OF FENCE
 CR0635'CORNER, 16 FEET N OF CENTER LINE OF ROAD, 6 INCHES S OF FENCE
 CR0635'LINE AT S EDGE OF FIELD.  THE MARK PROJECTS 4 INCHES.
 CR0635'
 CR0635'STATION MAY BE REACHED FROM CANTON BY GOING S ON STATE HIGHWAY
 CR0635'198 FROM ITS JUNCTION WITH STATE HIGHWAY 64 FOR 6.0 MILES
 CR0635'TO CROSSROADS, THENCE E (LEFT) ON DIRT 0.7 MILE TO FORKS.
 CR0635'TAKE RIGHT FORK AND GO 0.45 MILE TO FORKS AT EDGE OF WOODS.
 CR0635'TAKE LEFT FORK AND GO NE THROUGH WOODS 0.35 MILE TO HOUSE
 CR0635'OF MR. J.M. BARNES, THENCE S ABOUT 70 YARDS TO GATE INTO WOODS,
 CR0635'THENCE SW ABOUT 300 YARDS TO TOP OF HILL AND STATION.
 CR0635'
 CR0635'ALL LIGHTS COME INTO VIEW AT 74 FEET.
 CR0635
 CR0635                          STATION RECOVERY (1948)
 CR0635
 CR0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CR0635'1.95 MI NE FROM JACKSON.
 CR0635'0.55 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY
 CR0635'SCHOOL AT JACKSON, THENCE 1.2 MILES EAST ALONG A GRADED DIRT ROAD,
 CR0635'THENCE 0.2 MILE SOUTH ALONG A DIM TRAIL TO THE TOP OF A WOODED HILL,
 CR0635'95.5 FEET NORTH NORTHEAST OF TUNDRA R.M. 1, 85.0 FEET SOUTHEAST OF
 CR0635'TUNDRA R.M. 2, 67.0 FEET SOUTH OF AN 18-INCH OAK TREE, 19.5 FEET EAST
 CR0635'OF A 15-INCH OAK TREE WITH A TRIANGULAR BLAZE, 1.7 FEET WEST OF A
 CR0635'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CR0635'FOOT ABOVE THE GROUND.
 CR0635
 CR0635                          STATION RECOVERY (1949)
 CR0635
 CR0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR0635'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935,
 CR0635'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO
 CR0635'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE
 CR0635'AZIMUTH MARK IS OBSTRUCTED BY TREES AND A NEW MARK WAS SET
 CR0635'TO TAKE ITS PLACE.  THE OLD AZIMUTH MARK WAS LEFT INTACT
 CR0635'AS IT HAD BEEN USED AS A BENCH MARK.  THE 1935 DESCRIPTION
 CR0635'IS ADEQUATE EXCEPT FOR THE TO REACH AND THE NEW AZIMUTH MARK.
 CR0635'
 CR0635'THE 1949 AZIMUTH MARK IS ABOUT 0.45 MILE WEST-NORTHWEST OF
 CR0635'THE STATION, ABOUT 0.2 MILE EAST OF A FARM HOUSE, 20 FEET
 CR0635'SOUTH OF THE CENTERLINE OF AN EAST-WEST DIRT ROAD, AND 2
 CR0635'FEET SOUTH OF A FENCELINE.  THE DISK IS STAMPED TUNDRA 1949
 CR0635'AND PROJECTS 6 INCHES.
 CR0635'
 CR0635'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 CR0635'AND STATE HIGHWAY 198, IN CANTON, GO SOUTHWEST ON HIGHWAY
 CR0635'198 FOR 6.0 MILES TO A DIRT CROSSROAD.  TURN LEFT AND GO
 CR0635'EASTERLY FOR 0.35 MILE TO THE 1935 AZIMUTH MARK ON THE LEFT.
 CR0635'CONTINUE FOR 0.2 MILE TO A SIDE ROAD RIGHT.  HERE JOG LEFT,
 CR0635'THEN RIGHT, FOR 0.05 MILE TO A WIRE GATE, JUST NORTHEAST
 CR0635'OF A FARM HOUSE.  PASS THRU THE GATE AND GO EAST FOR 0.2
 CR0635'MILE TO THE 1949 AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST
 CR0635'FOR 0.4 MILE TO AN OLD FARM HOUSE ON THE LEFT.  HERE TURN
 CR0635'RIGHT, AND GO SOUTH FOR 0.1 MILE TO A WIRE GATE.  PASS THRU
 CR0635'THE GATE, TURN RIGHT, AND GO SOUTHEAST FOR 0.25 MILE TO THE
 CR0635'TOP OF THE HILL AND THE STATION.
 CR0635'
 CR0635'AN 87 FOOT SIGNAL AT MARTINS IS VISIBLE AT 37 FEET.
 CR0635'
 CR0635'AN 87 FOOT SIGNAL AT CHURCH 1935 IS VISIBLE AT 37 FEET.
 CR0635'
 CR0635'A 113 FOOT SIGNAL AT SANDY IS VISIBLE AT 37 FEET.
 CR0635'
 CR0635'A 100 FOOT SIGNAL AT PHALBA IS VISIBLE FROM THE GROUND.
 CR0635'
 CR0635'A 100 FOOT SIGNAL AT STONE IS VISIBLE AT 37 FEET.
 CR0635'
 CR0635'A 74 FOOT SIGNAL AT AYRES 1935 IS VISIBLE AT 50 FEET.
 CR0635
 CR0635                          STATION RECOVERY (1956)
 CR0635
 CR0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR0635'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CR0635'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CR0635'TO STATION SITE ARE CORRECT.
 CR0635
 CR0635                          STATION RECOVERY (1995)
 CR0635
 CR0635'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0633 ***********************************************************************
 CR0633  DESIGNATION -  TUNDRA AZ
 CR0633  PID         -  CR0633
 CR0633  STATE/COUNTY-  TX/VAN ZANDT
 CR0633  USGS QUAD   -  PHALBA (1984)
 CR0633
 CR0633                         *CURRENT SURVEY CONTROL
 CR0633  ___________________________________________________________________
 CR0633* NAD 83(1986)-  32 29 20.     (N)    095 55 09.     (W)     SCALED    
 CR0633* NAVD 88     -       172.200  (meters)     564.96   (feet)  ADJUSTED  
 CR0633  ___________________________________________________________________
 CR0633  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CR0633  DYNAMIC HT  -         172.003 (meters)     564.31  (feet)  COMP
 CR0633  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CR0633
 CR0633  VERT ORDER  -  SECOND    CLASS 0
 CR0633
 CR0633.The horizontal coordinates were scaled from a topographic map and have
 CR0633.an estimated accuracy of +/- 6 seconds.
 CR0633
 CR0633.The orthometric height was determined by differential leveling
 CR0633.and adjusted by the National Geodetic Survey in June 1991..
 CR0633
 CR0633.The geoid height was determined by GEOID03.
 CR0633
 CR0633.The dynamic height is computed by dividing the NAVD 88
 CR0633.geopotential number by the normal gravity value computed on the
 CR0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0633.degrees latitude (g = 980.6199 gals.).
 CR0633
 CR0633.The modeled gravity was interpolated from observed gravity values.
 CR0633
 CR0633;                    North         East    Units  Estimated Accuracy
 CR0633;SPC TXNC     - 2,094,160.      842,520.      MT  (+/- 180 meters Scaled)
 CR0633
 CR0633                          SUPERSEDED SURVEY CONTROL
 CR0633
 CR0633  NGVD 29 (??/??/92)  172.207  (m)          564.98   (f) ADJ UNCH    2 0
 CR0633
 CR0633.Superseded values are not recommended for survey control.
 CR0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0633.See file dsdata.txt to determine how the superseded data were derived.
 CR0633
 CR0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR256983(NAD 83)
 CR0633_MARKER: DZ = AZIMUTH MARK DISK
 CR0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0633_STAMPING: TUNDRA 1935 AZIMUTH
 CR0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0633+STABILITY: SURFACE MOTION
 CR0633
 CR0633  HISTORY     - Date     Condition        Report By
 CR0633  HISTORY     - 1935     MONUMENTED       CGS
 CR0633  HISTORY     - 1948     GOOD             NGS
 CR0633  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0633
 CR0633                          STATION DESCRIPTION
 CR0633
 CR0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0633'0.85 MI NE FROM JACKSON.
 CR0633'0.55 MILE NORTHEAST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY SCHOOL
 CR0633'AT JACKSON, THENCE 0.3 MILE EAST ALONG A GRADED DIRT ROAD, 262.0 FEET
 CR0633'WEST OF A FENCE CORNER WHICH IS AT THE NORTHEAST CORNER OF A PEACH
 CR0633'ORCHARD, 14.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 CR0633'SOUTH OF A FENCE, 1.3 FEET WEST OF A REFERENCE POST, AND SET IN THE
 CR0633'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0633
 CR0633                          STATION RECOVERY (1995)
 CR0633
 CR0633'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0636 ***********************************************************************
 CR0636  DESIGNATION -  TUNDRA RM 1
 CR0636  PID         -  CR0636
 CR0636  STATE/COUNTY-  TX/VAN ZANDT
 CR0636  USGS QUAD   -  PHALBA (1984)
 CR0636
 CR0636                         *CURRENT SURVEY CONTROL
 CR0636  ___________________________________________________________________
 CR0636* NAD 83(1986)-  32 29 09.     (N)    095 54 14.     (W)     SCALED    
 CR0636* NAVD 88     -       210.567  (meters)     690.84   (feet)  ADJUSTED  
 CR0636  ___________________________________________________________________
 CR0636  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0636  DYNAMIC HT  -         210.326 (meters)     690.04  (feet)  COMP
 CR0636  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 CR0636
 CR0636  VERT ORDER  -  SECOND    CLASS 0
 CR0636
 CR0636.The horizontal coordinates were scaled from a topographic map and have
 CR0636.an estimated accuracy of +/- 6 seconds.
 CR0636
 CR0636.The orthometric height was determined by differential leveling
 CR0636.and adjusted by the National Geodetic Survey in June 1991..
 CR0636
 CR0636.The geoid height was determined by GEOID03.
 CR0636
 CR0636.The dynamic height is computed by dividing the NAVD 88
 CR0636.geopotential number by the normal gravity value computed on the
 CR0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0636.degrees latitude (g = 980.6199 gals.).
 CR0636
 CR0636.The modeled gravity was interpolated from observed gravity values.
 CR0636
 CR0636;                    North         East    Units  Estimated Accuracy
 CR0636;SPC TXNC     - 2,093,850.      843,970.      MT  (+/- 180 meters Scaled)
 CR0636
 CR0636                          SUPERSEDED SURVEY CONTROL
 CR0636
 CR0636  NGVD 29 (??/??/92)  210.573  (m)          690.85   (f) ADJ UNCH    2 0
 CR0636
 CR0636.Superseded values are not recommended for survey control.
 CR0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0636.See file dsdata.txt to determine how the superseded data were derived.
 CR0636
 CR0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR271980(NAD 83)
 CR0636_MARKER: DR = REFERENCE MARK DISK
 CR0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0636_STAMPING: TUNDRA NO 1 1935
 CR0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0636+STABILITY: SURFACE MOTION
 CR0636
 CR0636  HISTORY     - Date     Condition        Report By
 CR0636  HISTORY     - 1935     MONUMENTED       CGS
 CR0636  HISTORY     - 1948     GOOD             NGS
 CR0636  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0636
 CR0636                          STATION DESCRIPTION
 CR0636
 CR0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0636'1.95 MI NE FROM JACKSON.
 CR0636'0.55 MILE NORTHEAST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY SCHOOL
 CR0636'AT JACKSON, THENCE 1.2 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.2
 CR0636'MILE SOUTH ALONG A DIM TRAIL TO THE TOP OF A WOODED HILL, 140.4 FEET
 CR0636'SOUTH OF TUNDRA R.M. 2, 95.5 FEET SOUTH SOUTHWEST OF TRIANGULATION
 CR0636'STATION TUNDRA 1935, 2.5 FEET SOUTHEAST OF A 6-INCH OAK TREE, AND SET
 CR0636'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0636
 CR0636                          STATION RECOVERY (1995)
 CR0636
 CR0636'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0634 ***********************************************************************
 CR0634  DESIGNATION -  TUNDRA RM 2
 CR0634  PID         -  CR0634
 CR0634  STATE/COUNTY-  TX/VAN ZANDT
 CR0634  USGS QUAD   -  PHALBA (1984)
 CR0634
 CR0634                         *CURRENT SURVEY CONTROL
 CR0634  ___________________________________________________________________
 CR0634* NAD 83(1986)-  32 29 09.     (N)    095 54 14.     (W)     SCALED    
 CR0634* NAVD 88     -       210.321  (meters)     690.03   (feet)  ADJUSTED  
 CR0634  ___________________________________________________________________
 CR0634  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0634  DYNAMIC HT  -         210.081 (meters)     689.24  (feet)  COMP
 CR0634  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 CR0634
 CR0634  VERT ORDER  -  SECOND    CLASS 0
 CR0634
 CR0634.The horizontal coordinates were scaled from a topographic map and have
 CR0634.an estimated accuracy of +/- 6 seconds.
 CR0634
 CR0634.The orthometric height was determined by differential leveling
 CR0634.and adjusted by the National Geodetic Survey in June 1991..
 CR0634
 CR0634.The geoid height was determined by GEOID03.
 CR0634
 CR0634.The dynamic height is computed by dividing the NAVD 88
 CR0634.geopotential number by the normal gravity value computed on the
 CR0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0634.degrees latitude (g = 980.6199 gals.).
 CR0634
 CR0634.The modeled gravity was interpolated from observed gravity values.
 CR0634
 CR0634;                    North         East    Units  Estimated Accuracy
 CR0634;SPC TXNC     - 2,093,850.      843,970.      MT  (+/- 180 meters Scaled)
 CR0634
 CR0634                          SUPERSEDED SURVEY CONTROL
 CR0634
 CR0634  NGVD 29 (??/??/92)  210.327  (m)          690.05   (f) ADJ UNCH    2 0
 CR0634
 CR0634.Superseded values are not recommended for survey control.
 CR0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0634.See file dsdata.txt to determine how the superseded data were derived.
 CR0634
 CR0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR271980(NAD 83)
 CR0634_MARKER: DR = REFERENCE MARK DISK
 CR0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0634_STAMPING: TUNDRA NO 2 1935
 CR0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0634+STABILITY: SURFACE MOTION
 CR0634
 CR0634  HISTORY     - Date     Condition        Report By
 CR0634  HISTORY     - 1935     MONUMENTED       CGS
 CR0634  HISTORY     - 1948     GOOD             NGS
 CR0634  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0634
 CR0634                          STATION DESCRIPTION
 CR0634
 CR0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0634'1.95 MI NE FROM JACKSON.
 CR0634'0.55 MILE NORTHEAST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY SCHOOL
 CR0634'AT JACKSON, THENCE 1.2 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.2
 CR0634'MILE SOUTH ALONG A DIM TRAIL TO THE TOP OF A WOODED HILL, 140.4 FEET
 CR0634'NORTH OF TUNDRA R.M. 1, 85.0 FEET NORTHWEST OF TRIANGULATION STATION
 CR0634'TUNDRA 1935, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CR0634'ABOVE THE GROUND.
 CR0634
 CR0634                          STATION RECOVERY (1995)
 CR0634
 CR0634'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1056 ***********************************************************************
 BM1056  DESIGNATION -  TUNIS
 BM1056  PID         -  BM1056
 BM1056  STATE/COUNTY-  TX/BURLESON
 BM1056  USGS QUAD   -  TUNIS (1989)
 BM1056
 BM1056                         *CURRENT SURVEY CONTROL
 BM1056  ___________________________________________________________________
 BM1056* NAD 83(1993)-  30 32 42.50454(N)    096 30 29.05100(W)     ADJUSTED  
 BM1056* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 BM1056  ___________________________________________________________________
 BM1056  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BM1056  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BM1056
 BM1056  HORZ ORDER  -  SECOND
 BM1056
 BM1056.The horizontal coordinates were established by classical geodetic methods
 BM1056.and adjusted by the National Geodetic Survey in February 1996..
 BM1056
 BM1056.The orthometric height was scaled from a topographic map.
 BM1056
 BM1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1056
 BM1056.The geoid height was determined by GEOID03.
 BM1056
 BM1056;                    North         East     Units Scale Factor Converg.
 BM1056;SPC TX C     - 3,103,693.483 1,066,947.346   MT  0.99991324   +1 58 12.8
 BM1056;SPC TX C     -10,182,701.04  3,500,476.42   sFT  0.99991324   +1 58 12.8
 BM1056;UTM  14      - 3,381,836.820   739,053.153   MT  1.00030503   +1 16 01.4
 BM1056
 BM1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1056!SPC TX C     -   0.99999160  x   0.99991324  =   0.99990484
 BM1056!UTM  14      -   0.99999160  x   1.00030503  =   1.00029663
 BM1056
 BM1056|---------------------------------------------------------------------|
 BM1056| PID    Reference Object                     Distance      Geod. Az  |
 BM1056|                                                           dddmmss.s |
 BM1056| CV8519 TUNIS RM 1                           41.141 METERS 04804     |
 BM1056| BM0951 COLLEGE STA TEX A AND M W STK       APPROX.17.8 KM 0625858.2 |
 BM1056| BM0954 COLLEGE STA TEX A AND M E STK       APPROX.17.8 KM 0630237.3 |
 BM1056| BM0953 COLLEGE STA TEX A AND M TANK        APPROX.17.9 KM 0633324.0 |
 BM1056| BM0955 COLLEGE STA TEX A AND M DOME        APPROX.17.9 KM 0635646.8 |
 BM1056| CV8518 TUNIS AZ MK                                        2480726.6 |
 BM1056| CV8520 TUNIS RM 2                           33.558 METERS 32455     |
 BM1056|---------------------------------------------------------------------|
 BM1056
 BM1056                          SUPERSEDED SURVEY CONTROL
 BM1056
 BM1056  NAD 83(1986)-  30 32 42.51972(N)    096 30 29.03051(W) AD(       ) 2
 BM1056  NAD 27      -  30 32 41.78900(N)    096 30 28.15200(W) AD(       ) 2
 BM1056
 BM1056.Superseded values are not recommended for survey control.
 BM1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1056.See file dsdata.txt to determine how the superseded data were derived.
 BM1056
 BM1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3905381837(NAD 83)
 BM1056_MARKER: DS = TRIANGULATION STATION DISK
 BM1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1056
 BM1056  HISTORY     - Date     Condition        Report By
 BM1056  HISTORY     - 1943     MONUMENTED       CGS
 BM1056  HISTORY     - 1949     GOOD             CGS
 BM1056  HISTORY     - 1957     GOOD             CGS
 BM1056
 BM1056                          STATION DESCRIPTION
 BM1056
 BM1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1056'THE STATION IS LOCATED ABOUT 12.0 MILES SW OF BRYAN, 11.0 MILES
 BM1056'WSW OF COLLEGE STATION, AND 1.0 MILE E OF TUNIS, ON THE W SIDE
 BM1056'OF THE BRAZOS RIVER VALLEY, AND ON LAND OWNED BY BOSWELL PORTER.
 BM1056'IT IS 30 FEET SW OF A TRIANGULAR-BLAZED 2-FOOT BLACK GUM TREE, 120
 BM1056'FEET SW OF THE CATTLE GUARD GATE, 20 FEET E OF A N AND S FENCE
 BM1056'LINE, AND 150 FEET S OF THE DIRT ROAD.  THE DISK IS STAMPED
 BM1056'TUNIS 1943, AND IS SET FLUSH WITH THE GROUND.
 BM1056'
 BM1056'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1056'DISKS SET IN CONCRETE.
 BM1056'
 BM1056'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT S OF THE E
 BM1056'AND W FENCE LINE, 25 FEET E OF THE CATTLE GUARD GATE, AND 45 FEET
 BM1056'S OF THE DIRT ROAD.  THE DISK IS STAMPED TUNIS NO. 1 1943, AND
 BM1056'PROJECTS 4 INCHES.
 BM1056'
 BM1056'REFERENCE MARK NO. 2 IS N OF THE STATION, SET IN THE N, S, E,
 BM1056'AND W FENCE LINE CORNER, 40 FEET S OF THE DIRT ROAD.  THE DISK IS
 BM1056'STAMPED TUNIS NO. 2 1943, AND PROJECTS 5 INCHES.
 BM1056'
 BM1056'THE AZIMUTH MARK IS ABOUT 0.35 MILE W OF THE STATION, 1 FOOT
 BM1056'S OF THE E AND W FENCE LINE, 25 FEET S OF THE CENTER OF THE DIRT
 BM1056'ROAD, AND 1 FOOT NE OF A TELEPHONE POLE.  THE DISK IS STAMPED
 BM1056'TUNIS 1943, AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION.
 BM1056'GO W ON DIRT ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 BM1056'
 BM1056'TO REACH THE STATION FROM BRYAN.  GO S AND SE ON STATE ROUTE 6
 BM1056'FOR 4.1 MILES TO CROSS STREET AT THE N EDGE OF TEXAS A. AND M.
 BM1056'CAMPUS.  TURN RIGHT AND GO SW FOR 1.15 MILES TO AN ASPHALT CROSS
 BM1056'ROAD AT THE U.S. DEPARTMENT OF AGRICULTURE BUILDING ON THE LEFT.
 BM1056'CONTINUE STRAIGHT AHEAD, CROSS RAILROAD TRACKS AND GO 5.65 MILES
 BM1056'TO THE END OF THE PAVEMENT (FARM HIGHWAY 60).  BEAR RIGHT ON
 BM1056'GRAVEL ROAD AND CONTINUE FOR 0.4 MILE TO THE BRAZOS RIVER
 BM1056'BRIDGE.  CROSS BRIDGE AND CONTINUE FOR 2.5 MILES TO A SIDE ROAD
 BM1056'LEFT.  TURN LEFT AND GO SW FOR 1.25 MILES TO A FORKS AND A
 BM1056'COTTON GIN ON THE RIGHT.  TURN RIGHT AND GO NW ON DIRT ROAD FOR
 BM1056'2.5 MILES TO A FARM ENTRANCE ON THE LEFT.  TURN LEFT THROUGH
 BM1056'CATTLE GUARD GATE, THEN BEAR RIGHT TO FENCE LINE AND STATION.
 BM1056'
 BM1056'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BM1056'
 BM1056'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BM1056
 BM1056                          STATION RECOVERY (1949)
 BM1056
 BM1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (NEW)
 BM1056'DESCRIPTION GOOD.  CONDITION GOOD.  STATION IS 134 FT. SW OF THE
 BM1056'CENTERLINE OF FM 166 AT A POINT 65 FT. NW ALONG THE CENTERLINE OF
 BM1056'FM 166 FROM THE TWO CATTLE GUARDS.
 BM1056
 BM1056                          STATION RECOVERY (1957)
 BM1056
 BM1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WHS)
 BM1056'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BM1056'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0759 ***********************************************************************
 CC0759  DESIGNATION -  TUNIS
 CC0759  PID         -  CC0759
 CC0759  STATE/COUNTY-  TX/PECOS
 CC0759  USGS QUAD   -  BUENA VISTA SW (1972)
 CC0759
 CC0759                         *CURRENT SURVEY CONTROL
 CC0759  ___________________________________________________________________
 CC0759* NAD 83(1993)-  31 00 25.72068(N)    102 40 42.21852(W)     ADJUSTED  
 CC0759* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 CC0759  ___________________________________________________________________
 CC0759  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CC0759  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CC0759
 CC0759  HORZ ORDER  -  SECOND
 CC0759
 CC0759.The horizontal coordinates were established by classical geodetic methods
 CC0759.and adjusted by the National Geodetic Survey in February 1996..
 CC0759
 CC0759.The orthometric height was scaled from a topographic map.
 CC0759
 CC0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0759
 CC0759.The geoid height was determined by GEOID03.
 CC0759
 CC0759;                    North         East     Units Scale Factor Converg.
 CC0759;SPC TX C     - 3,150,958.751   476,096.474   MT  0.99988175   -1 12 28.2
 CC0759;SPC TX C     -10,337,770.50  1,561,993.18   sFT  0.99988175   -1 12 28.2
 CC0759;UTM  13      - 3,432,707.801   721,646.724   MT  1.00020603   +1 11 47.2
 CC0759
 CC0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0759!SPC TX C     -   0.99987895  x   0.99988175  =   0.99976072
 CC0759!UTM  13      -   0.99987895  x   1.00020603  =   1.00008496
 CC0759
 CC0759:                Primary Azimuth Mark                     Grid Az
 CC0759:SPC TX C     -  TUNIS AZ MK                              068 17 59.1
 CC0759:UTM  13      -  TUNIS AZ MK                              065 53 43.7
 CC0759
 CC0759|---------------------------------------------------------------------|
 CC0759| PID    Reference Object                     Distance      Geod. Az  |
 CC0759|                                                           dddmmss.s |
 CC0759| CH9805 TUNIS AZ MK                                        0670530.9 |
 CC0759| CH9806 TUNIS RM 1                           25.777 METERS 23118     |
 CC0759| CH9807 TUNIS RM 2                           14.825 METERS 33807     |
 CC0759|---------------------------------------------------------------------|
 CC0759
 CC0759                          SUPERSEDED SURVEY CONTROL
 CC0759
 CC0759  NAD 83(1986)-  31 00 25.72354(N)    102 40 42.21104(W) AD(       ) 2
 CC0759  NAD 27      -  31 00 25.18300(N)    102 40 40.67300(W) AD(       ) 2
 CC0759
 CC0759.Superseded values are not recommended for survey control.
 CC0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0759.See file dsdata.txt to determine how the superseded data were derived.
 CC0759
 CC0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ2164732708(NAD 83)
 CC0759_MARKER: DS = TRIANGULATION STATION DISK
 CC0759_SETTING: 0 = UNSPECIFIED SETTING
 CC0759
 CC0759  HISTORY     - Date     Condition        Report By
 CC0759  HISTORY     - 1943     MONUMENTED       CGS
 CC0759
 CC0759                          STATION DESCRIPTION
 CC0759
 CC0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0759'STATION IS LOCATED ABOUT 4.0 MILES WEST OF THE RAILROAD STATION
 CC0759'BALDRIDGE, AND 12.0 MILES EAST AND 10.0 MILES NORTH OF FORT
 CC0759'STOCKTON, AT POINT WHERE OLD STATE HIGHWAY 99 CROSSES THE
 CC0759'KANSAS CITY MEXICO AND ORIENT RAILROAD.
 CC0759'
 CC0759'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 285 IN
 CC0759'FORT STOCKTON--GO EAST ON HIGHWAY U.S. 299 FOR 5.0 MILES TO
 CC0759'T ROAD ON LEFT.  TURN LEFT, NORTH, AND GO 0.8 MILE TO T ROAD.
 CC0759'TURN RIGHT, EAST, AND GO 1.7 MILES TO ROAD FORK, THEN LEFT
 CC0759'ON MAIN ROAD FOR 8.8 MILES TO RAILROAD CROSSING.  CROSS TRACKS
 CC0759'AND GO RIGHT, THROUGH A CATTLE GUARD TO STATION.  STATION
 CC0759'IS ON OPEN FLAT 270 FEET NORTHWEST OF RAILROAD.  95 FEET
 CC0759'NORTHWEST OF CATTLE GUARD.  75 FEET NORTH OF DIRT ROAD
 CC0759'PARALLELING RAILROAD.
 CC0759'
 CC0759'A STANDARD DISK SET IN A CONCRETE POST.  STAMPED TUNIS 1943.
 CC0759'POST PROJECTS 8 INCHES.  REFERENCE MARK NO. 1 IS WEST SOUTHWEST
 CC0759'OF STATION.  A STANDARD REFERENCE DISK SET IN A CONCRETE
 CC0759'POST.  STAMPED TUNIS NO 1 1943.  POST PROJECTS 4 INCHES.
 CC0759'
 CC0759'REFERENCE MARK NO. 2 IS NORTH OF THE STATION.  A STANDARD
 CC0759'REFERENCE DISK SET IN A CONCRETE POST.  STAMPED TUNIS NO. 2
 CC0759'1943.  POST PROJECTS 4 INCHES.
 CC0759'
 CC0759'AZIMUTH MARK IS 1.7 MILES EAST OF THE STATION.  NINE TELEGRAPH
 CC0759'POLES EAST OF MILE POST NO. 866.  0.2 MILE EAST OF RAILROAD
 CC0759'BRIDGE NO. 866A.  33 PACES NORTH OF A DIRT ROAD.  A STANDARD
 CC0759'AZIMUTH DISK SET IN A CONCRETE POST.  STAMPED TUNIS 1943.
 CC0759'POST PROJECTS 8 INCHES.
 CC0759'
 CC0759'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1544 ***********************************************************************
 AW1544  DESIGNATION -  TUNNEL
 AW1544  PID         -  AW1544
 AW1544  STATE/COUNTY-  TX/HARRIS
 AW1544  USGS QUAD   -  LA PORTE (1982)
 AW1544
 AW1544                         *CURRENT SURVEY CONTROL
 AW1544  ___________________________________________________________________
 AW1544* NAD 83(1986)-  29 42 07.     (N)    095 01 16.     (W)     SCALED    
 AW1544* NAVD 88     -         3.833  (meters)      12.58   (feet)  ADJUSTED  
 AW1544  ___________________________________________________________________
 AW1544  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1544  DYNAMIC HT  -           3.828 (meters)      12.56  (feet)  COMP
 AW1544  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 AW1544  OBS GRAVITY -     979,282.8   (mgal)                       GRAV_OBS
 AW1544
 AW1544  VERT ORDER  -  FIRST     CLASS I
 AW1544
 AW1544.The horizontal coordinates were scaled from a topographic map and have
 AW1544.an estimated accuracy of +/- 6 seconds.
 AW1544
 AW1544.The orthometric height was determined by differential leveling
 AW1544.and adjusted by the National Geodetic Survey in June 1991..
 AW1544
 AW1544.The geoid height was determined by GEOID03.
 AW1544
 AW1544.The dynamic height is computed by dividing the NAVD 88
 AW1544.geopotential number by the normal gravity value computed on the
 AW1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1544.degrees latitude (g = 980.6199 gals.).
 AW1544
 AW1544.The modeled gravity was interpolated from observed gravity values.
 AW1544.The observed gravity was obtained from relative gravimeter ties
 AW1544.to the IGSN71 gravity network.
 AW1544
 AW1544;                    North         East    Units  Estimated Accuracy
 AW1544;SPC TXSC     - 4,213,640.      984,930.      MT  (+/- 180 meters Scaled)
 AW1544
 AW1544                          SUPERSEDED SURVEY CONTROL
 AW1544
 AW1544  NGVD 29 (12/23/87)    3.830  (m)           12.57   (f) ADJUSTED    1 1
 AW1544
 AW1544.Superseded values are not recommended for survey control.
 AW1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1544.See file dsdata.txt to determine how the superseded data were derived.
 AW1544
 AW1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN044874(NAD 83)
 AW1544_MARKER: DD = SURVEY DISK
 AW1544_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1544_SP_SET: SIDEWALK
 AW1544_STAMPING: C OF E A 1971
 AW1544_MARK LOGO: TXHD  
 AW1544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1544
 AW1544  HISTORY     - Date     Condition        Report By
 AW1544  HISTORY     - 1971     MONUMENTED       TXHD
 AW1544  HISTORY     - 1973     GOOD             NGS
 AW1544  HISTORY     - 1976     GOOD             NGS
 AW1544  HISTORY     - 1976     GOOD             NGS
 AW1544  HISTORY     - 1978     GOOD             NGS
 AW1544  HISTORY     - 1983     GOOD             NGS
 AW1544  HISTORY     - 1987     GOOD             USPSQD
 AW1544  HISTORY     - 1987     GOOD             USPSQD
 AW1544  HISTORY     - 1987     GOOD             NGS
 AW1544  HISTORY     - 1989     GOOD             USPSQD
 AW1544  HISTORY     - 19960714 GOOD             USPSQD
 AW1544  HISTORY     - 19980114 GOOD             USPSQD
 AW1544  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1544
 AW1544                          STATION DESCRIPTION
 AW1544
 AW1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1544'IN BAYTOWN-LA PORTE TUNNEL.
 AW1544'AT THE SOUTHWEST END OF THE BAYTOWN-LA PORTE TUNNEL, SET IN THE TOP
 AW1544'AND CENTER OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE SIDEWALK AT
 AW1544'THE SOUTHWEST ENTRANCE TO THE TUNNEL, SOUTHEAST OF THE CENTER LINE OF
 AW1544'THE HIGHWAY, AND ABOVE THE LEVEL OF THE GROUND.  NOTE-- RUN SPUR LINE
 AW1544'ALONG SOUTHEAST SIDE OF THE TUNNEL TO BM G 1148, DEEP ROD.
 AW1544
 AW1544                          STATION RECOVERY (1976)
 AW1544
 AW1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1544'RECOVERED IN GOOD CONDITION.
 AW1544
 AW1544                          STATION RECOVERY (1976)
 AW1544
 AW1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1544'RECOVERED IN GOOD CONDITION.
 AW1544
 AW1544                          STATION RECOVERY (1978)
 AW1544
 AW1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1544'RECOVERED IN GOOD CONDITION.
 AW1544
 AW1544                          STATION RECOVERY (1983)
 AW1544
 AW1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1544'RECOVERED IN GOOD CONDITION.
 AW1544
 AW1544                          STATION RECOVERY (1987)
 AW1544
 AW1544'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1544'RECOVERED IN GOOD CONDITION.
 AW1544
 AW1544                          STATION RECOVERY (1987)
 AW1544
 AW1544'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1544'RECOVERED IN GOOD CONDITION.
 AW1544
 AW1544                          STATION RECOVERY (1987)
 AW1544
 AW1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1544'RECOVERED IN GOOD CONDITION.
 AW1544
 AW1544                          STATION RECOVERY (1989)
 AW1544
 AW1544'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1544'RECOVERED IN GOOD CONDITION.
 AW1544
 AW1544                          STATION RECOVERY (1996)
 AW1544
 AW1544'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1544'RECOVERED IN GOOD CONDITION.
 AW1544
 AW1544                          STATION RECOVERY (1998)
 AW1544
 AW1544'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1544'RECOVERED IN GOOD CONDITION.
 AW1544
 AW1544                          STATION RECOVERY (2001)
 AW1544
 AW1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1544'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1537 ***********************************************************************
 AH1537  DESIGNATION -  TURCOTTE
 AH1537  PID         -  AH1537
 AH1537  STATE/COUNTY-  TX/KENEDY
 AH1537  USGS QUAD   -  TURCOTTE (1979)
 AH1537
 AH1537                         *CURRENT SURVEY CONTROL
 AH1537  ___________________________________________________________________
 AH1537* NAD 83(1993)-  27 02 10.73156(N)    097 51 09.34631(W)     ADJUSTED  
 AH1537* NAVD 88     -        21.6    (meters)      71.     (feet)  VERTCON   
 AH1537  ___________________________________________________________________
 AH1537  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AH1537  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH1537
 AH1537  HORZ ORDER  -  FIRST
 AH1537
 AH1537.The horizontal coordinates were established by classical geodetic methods
 AH1537.and adjusted by the National Geodetic Survey in February 1996..
 AH1537
 AH1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1537
 AH1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1537
 AH1537.The geoid height was determined by GEOID03.
 AH1537
 AH1537;                    North         East     Units Scale Factor Converg.
 AH1537;SPC TX S     - 5,151,910.009   364,230.312   MT  0.99989498   +0 17 38.1
 AH1537;SPC TX S     -16,902,558.09  1,194,978.95   sFT  0.99989498   +0 17 38.1
 AH1537;UTM  14      - 2,990,975.434   613,807.789   MT  0.99975989   +0 31 17.8
 AH1537
 AH1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1537!SPC TX S     -   1.00000052  x   0.99989498  =   0.99989550
 AH1537!UTM  14      -   1.00000052  x   0.99975989  =   0.99976041
 AH1537
 AH1537|---------------------------------------------------------------------|
 AH1537| PID    Reference Object                     Distance      Geod. Az  |
 AH1537|                                                           dddmmss.s |
 AH1537| CV3531 TURCOTTE RM 2                        11.355 METERS 05115     |
 AH1537| AH1532 TURCOTTE SEC HSE LARGE N CHIM       APPROX. 6.7 KM 1222050.1 |
 AH1537| CV3530 TURCOTTE RM                          19.640 METERS 26225     |
 AH1537| CV3532 TURCOTTE RM 3                        14.311 METERS 32244     |
 AH1537| CV3529 TURCOTTE AZ MK                                     3371935.1 |
 AH1537|---------------------------------------------------------------------|
 AH1537
 AH1537                          SUPERSEDED SURVEY CONTROL
 AH1537
 AH1537  NAD 83(1986)-  27 02 10.74517(N)    097 51 09.31758(W) AD(       ) 1
 AH1537  NAD 27      -  27 02 09.55800(N)    097 51 08.32700(W) AD(       ) 1
 AH1537  NGVD 29 (07/19/86)   21.7    (m)           71.     (f) VERT ANG       
 AH1537
 AH1537.Superseded values are not recommended for survey control.
 AH1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1537.See file dsdata.txt to determine how the superseded data were derived.
 AH1537
 AH1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1380890975(NAD 83)
 AH1537_MARKER: DS = TRIANGULATION STATION DISK
 AH1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1537
 AH1537  HISTORY     - Date     Condition        Report By
 AH1537  HISTORY     - 1913     MONUMENTED       CGS
 AH1537  HISTORY     - 1960     GOOD             CGS
 AH1537
 AH1537                          STATION DESCRIPTION
 AH1537
 AH1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AH1537'STATION IS ABOUT 4-3/4 MILES, N 57 DEG 38 MIN W,
 AH1537'FROM THE SECTION HOUSE AT TURCOTTE, AT THE CENTER OF THE TOP
 AH1537'OF A PROMINENT KNOLL ON THE N SIDE OF A LARGE SALT LAKE,
 AH1537'ABOUT 10 METERS (33 FEET) FROM THE TOP OF THE BLUFF AT THE EDGE
 AH1537'OF THE LAKE, AND ON LAND OWNED BY JOHN KENEDY.
 AH1537'
 AH1537'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AH1537'DISKS SET IN CONCRETE.
 AH1537'
 AH1537'REFERENCE MARK IS 19.640 METERS (64.44 FEET) FROM THE STATION
 AH1537'S 82 DEG 25 MIN W AND 1.22 METERS (4.0 FEET) BELOW IT.
 AH1537'
 AH1537'ELEVATION OF STATION, 21.7 METERS (71 FEET).
 AH1537
 AH1537                          STATION RECOVERY (1960)
 AH1537
 AH1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AH1537'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AH1537'REFERENCE MARK NO. 1 WAS NOT RECOVERED.  REFERENCE MARK NO. 2,
 AH1537'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE SET BY THIS PARTY.
 AH1537'
 AH1537'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AH1537'
 AH1537'THE STATION IS APPROXIMATELY 8-1/2 MILES NORTHWEST OF ARMSTRONG
 AH1537'AND 13 MILES SOUTHEAST OF SARITA, ON THE TOP OF A PROMINENT KNOLL,
 AH1537'ON THE NORTH SIDE OF A LARGE LAKE, ON PROPERTY OWNED BY MR.
 AH1537'JOHN KENEDY.
 AH1537'
 AH1537'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO EAST
 AH1537'ON THE MAIN STREET FOR 0.15 MILE TO U.S. HIGHWAY 77.  TURN
 AH1537'RIGHT, SOUTH, ON HIGHWAY 77 FOR 13.6 MILES TO AN ASPHALT PLANT
 AH1537'ON THE RIGHT.  CONTINUE SOUTH, ON HIGHWAY 77 FOR 0.35 MILE TO A
 AH1537'SIDE ROAD RIGHT.  TURN RIGHT, WEST, ON THE DIRT ROAD CROSSING
 AH1537'RAILROAD TRACKS AT SIGN TURCOTTE ON THE RIGHT FOR 0.05 MILE TO A
 AH1537'LOCKED GATE.  PASS THROUGH THE GATE, BEAR RIGHT, NORTHWEST
 AH1537'ON A CLICHE ROAD FOR 0.1 MILE TO A TRACK ROAD LEFT.  BEAR
 AH1537'LEFT, WEST, ON THE TRACK ROAD FOR 65 YARDS TO A T-ROAD.  BEAR
 AH1537'LEFT, SOUTHWEST ON CLICHE ROAD FOR 0.25 MILE TO A GATE.
 AH1537'PASS THROUGH THE GATE AND CONTINUE SOUTHWEST 0.1 MILE TO AN
 AH1537'ALUMINUM GATE INTO RANCH YARD.  TURN RIGHT, JUST NORTH OF
 AH1537'THE GATE AND GO WESTERLY ON A TRACK ROAD FOR 0.1 MILE TO A
 AH1537'WINDMILL AND TANK ON THE LEFT.  BEAR RIGHT, NORTHERLY, ON THE
 AH1537'TRACK ROAD PASSING THE EAST END OF A LAKE FOR 0.1 MILE.
 AH1537'CONTINUE NORTH AND NORTHWEST ON A SANDY TRACK ROAD FOR
 AH1537'1.35 MILE TO AN ALUMINUM GATE.  PASS THROUGH THE GATE, CONTINUE
 AH1537'NORTHWESTERLY 1.0 MILE TO A BOARD GATE.  PASS THROUGH THE
 AH1537'GATE, GO WEST AND NORTHWEST 0.55 MILE TO A FORK.  BEAR
 AH1537'RIGHT, GO NORTH AND WEST ON THE SAND ROAD FOR 1.3 MILES TO A
 AH1537'REVERSE Y.  CONTINUE STRAIGHT AHEAD WEST FOR 0.2 MILE TO
 AH1537'ANOTHER REVERSE Y.  CONTINUE STRAIGHT AHEAD WEST FOR 0.35
 AH1537'MILE TO THE AZIMUTH MARK ON THE RIGHT.  BEAR LEFT, SOUTH, ON
 AH1537'THE SAND ROAD FOR 0.3 MILE TO A WINDMILL AND TANK.  CONTINUE
 AH1537'AHEAD, SOUTH INTO WOODS FOR 0.1 MILE TO AN EAST-WEST CLEARED
 AH1537'TRAIL.  TURN LEFT, EAST, ON THE CLEARED TRAIL FOR 0.25 MILE
 AH1537'TO THE TOP OF THE KNOLL AND THE STATION ON THE RIGHT.
 AH1537'
 AH1537'STATION MARK, A STANDARD DISK WITH NO STAMPING ON IT, IS SET
 AH1537'IN AN IRREGULAR BLOCK OF CONCRETE WHICH PROJECTS 3 INCHES.
 AH1537'IT IS 37.5 FEET SOUTH OF A METAL WITNESS POST, 16 FEET SOUTH OF
 AH1537'THE CLEARED TRAIL AND 2 FEET NORTHWEST OF A WOODEN WITNESS
 AH1537'POST.  THE UNDERGROUND MARK WAS NOT CHECKED.
 AH1537'
 AH1537'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TURCOTTE NO 2 1913,
 AH1537'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 AH1537'IS 15 FEET NORTH OF THE CENTER OF THE CLEARED TRAIL AND 1.6
 AH1537'FEET EAST OF THE METAL WITNESS POST.
 AH1537'
 AH1537'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED TURCOTTE NO 3
 AH1537'1913, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AH1537'IT IS 9 FEET NORTH OF THE CENTER OF THE CLEARED TRAIL AND 2 FEET
 AH1537'LOWER THAN THE STATION.
 AH1537'
 AH1537'AZIMUTH MARK, A STANDARD DISK STAMPED TURCOTTE 1913, IS SET
 AH1537'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 12 FEET
 AH1537'NORTH OF THE CENTER OF THE TRACK ROAD AND 2.6 FEET WEST OF A
 AH1537'METAL WITNESS POST.
 AH1537'
 AH1537'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AH1537'
 AH1537'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1532 ***********************************************************************
 AH1532  DESIGNATION -  TURCOTTE SEC HSE LARGE N CHIM
 AH1532  PID         -  AH1532
 AH1532  STATE/COUNTY-  TX/KENEDY
 AH1532  USGS QUAD   -  TURCOTTE (1979)
 AH1532
 AH1532                         *CURRENT SURVEY CONTROL
 AH1532  ___________________________________________________________________
 AH1532* NAD 83(1993)-  27 00 14.55608(N)    097 47 44.63161(W)     ADJUSTED  
 AH1532* NAVD 88     -                                                        
 AH1532  ___________________________________________________________________
 AH1532  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 AH1532  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AH1532
 AH1532  HORZ ORDER  -  THIRD
 AH1532
 AH1532.The horizontal coordinates were established by classical geodetic methods
 AH1532.and adjusted by the National Geodetic Survey in February 1996..
 AH1532
 AH1532
 AH1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1532
 AH1532.The geoid height was determined by GEOID03.
 AH1532
 AH1532;                    North         East     Units Scale Factor Converg.
 AH1532;SPC TX S     - 5,148,364.906   369,891.925   MT  0.99989480   +0 19 11.1
 AH1532;SPC TX S     -16,890,927.20  1,213,553.76   sFT  0.99989480   +0 19 11.1
 AH1532;UTM  14      - 2,987,453.278   619,482.709   MT  0.99977624   +0 32 48.7
 AH1532
 AH1532                          SUPERSEDED SURVEY CONTROL
 AH1532
 AH1532  NAD 83(1986)-  27 00 14.57045(N)    097 47 44.60307(W) AD(       ) 4
 AH1532  NAD 27      -  27 00 13.38000(N)    097 47 43.62000(W) AD(       ) 3
 AH1532
 AH1532.Superseded values are not recommended for survey control.
 AH1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1532.See file dsdata.txt to determine how the superseded data were derived.
 AH1532
 AH1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1948387453(NAD 83)
 AH1532_MARKER: 85 = CHIMNEY
 AH1532
 AH1532  HISTORY     - Date     Condition        Report By
 AH1532  HISTORY     - 1913     FIRST OBSERVED   CGS
 AH1532
 AH1532                          STATION DESCRIPTION
 AH1532
 AH1532'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2009 ***********************************************************************
 FL2009  DESIGNATION -  TURK
 FL2009  PID         -  FL2009
 FL2009  STATE/COUNTY-  TX/ROBERTS
 FL2009  USGS QUAD   -  EAST DRY CREEK (1972)
 FL2009
 FL2009                         *CURRENT SURVEY CONTROL
 FL2009  ___________________________________________________________________
 FL2009* NAD 83(1993)-  35 59 07.15301(N)    100 32 57.71740(W)     ADJUSTED  
 FL2009* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 FL2009  ___________________________________________________________________
 FL2009  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 FL2009  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FL2009
 FL2009  HORZ ORDER  -  THIRD
 FL2009
 FL2009.The horizontal coordinates were established by classical geodetic methods
 FL2009.and adjusted by the National Geodetic Survey in February 1996..
 FL2009
 FL2009.The orthometric height was scaled from a topographic map.
 FL2009
 FL2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2009
 FL2009.The geoid height was determined by GEOID03.
 FL2009
 FL2009;                    North         East     Units Scale Factor Converg.
 FL2009;SPC TX N     - 1,220,661.833   285,723.788   MT  0.99995981   +0 33 03.3
 FL2009;SPC TX N     - 4,004,788.03    937,412.13   sFT  0.99995981   +0 33 03.3
 FL2009;UTM  14      - 3,983,430.041   360,328.140   MT  0.99984038   -0 54 37.9
 FL2009
 FL2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2009!SPC TX N     -   0.99988474  x   0.99995981  =   0.99984456
 FL2009!UTM  14      -   0.99988474  x   0.99984038  =   0.99972514
 FL2009
 FL2009:                Primary Azimuth Mark                     Grid Az
 FL2009:SPC TX N     -  TURK AZ MK                               127 29 49.2
 FL2009:UTM  14      -  TURK AZ MK                               128 57 30.4
 FL2009
 FL2009|---------------------------------------------------------------------|
 FL2009| PID    Reference Object                     Distance      Geod. Az  |
 FL2009|                                                           dddmmss.s |
 FL2009| CL3477 TURK AZ MK                                         1280252.5 |
 FL2009| CL3478 TURK RM 1                            11.363 METERS 18806     |
 FL2009| CL3479 TURK RM 2                            21.372 METERS 33602     |
 FL2009|---------------------------------------------------------------------|
 FL2009
 FL2009                          SUPERSEDED SURVEY CONTROL
 FL2009
 FL2009  NAD 83(1993)-  35 59 07.15350(N)    100 32 57.71734(W) AD(       ) 3
 FL2009  NAD 83(1986)-  35 59 07.15947(N)    100 32 57.70538(W) AD(       ) 3
 FL2009  NAD 27      -  35 59 07.01400(N)    100 32 56.21300(W) AD(       ) 3
 FL2009
 FL2009.Superseded values are not recommended for survey control.
 FL2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2009.See file dsdata.txt to determine how the superseded data were derived.
 FL2009
 FL2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6032883430(NAD 83)
 FL2009_MARKER: DS = TRIANGULATION STATION DISK
 FL2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2009
 FL2009  HISTORY     - Date     Condition        Report By
 FL2009  HISTORY     - 1952     MONUMENTED       CGS
 FL2009
 FL2009                          STATION DESCRIPTION
 FL2009
 FL2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL2009'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF CANADIAN
 FL2009'AND 4 MILES WEST OF U.S. HIGHWAY 83.
 FL2009'
 FL2009'TO REACH THE STATION FROM THE SIGNAL LIGHT AT THE MAIN INTERSECTION
 FL2009'IN CANADIAN.  GO NORTHEASTERLY ON U.S. HIGHWAYS 60 AND 83
 FL2009'FOR 2.2 MILES TO THEIR JUNCTION.  TURN LEFT ON U.S. HIGHWAY
 FL2009'83 AND GO 7.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT, WEST,
 FL2009'AND FOLLOW THE MAIN ROAD FOR 4.5 MILES TO A POINT WHERE THE
 FL2009'ROAD TURNS FROM NORTHWEST TO WEST AND THE AZIMUTH MARK ON
 FL2009'THE LEFT.  CONTINUE STRAIGHT AHEAD AND FOLLOW THE MAIN ROAD
 FL2009'FOR 0.7 MILE TO A SMALL WATER HOLE ON THE LEFT.  TURN RIGHT,
 FL2009'NORTH, AND GO ACROSS COUNTRY FOR 0.1 MILE TO THE BASE OF A
 FL2009'SMALL SANDY KNOLL AND END OF TRUCK TRAVEL.  PACK NORTH ABOUT
 FL2009'25 YARDS TO THE SUMMIT OF THE KNOLL AND STATION SITE.
 FL2009'
 FL2009'THE STATION MARK, STAMPED TURK 1951, IS A STANDARD DISK SET
 FL2009'IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES AND
 FL2009'IS SET ON THE SUMMIT OF THE KNOLL.
 FL2009'
 FL2009'REFERENCE MARK NO. 1, STAMPED TURK NO 1 1951, IS A STANDARD
 FL2009'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES
 FL2009'AND IS SET ON THE SOUTH SLOPE OF THE KNOLL.  IT IS 3 FEET
 FL2009'LOWER THAN THE STATION.
 FL2009'
 FL2009'REFERENCE MARK NO. 2, STAMPED TURK NO 2 1951, IS A STANDARD
 FL2009'DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
 FL2009'IT IS 6 FEET LOWER THAN THE STATION AND ON THE NORTHWEST
 FL2009'SLOPE OF THE KNOLL.
 FL2009'
 FL2009'THE AZIMUTH MARK, STAMPED TURK 1951, IS A STANDARD DISK
 FL2009'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES.
 FL2009'IT IS 100 YARDS WEST OF A GROVE OF TREES.  20 YARDS SOUTH
 FL2009'AND 6 FEET HIGHER THAN THE MAIN ROAD ALONG THE NORTH SIDE
 FL2009'OF THE CANADIAN RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0787 ***********************************************************************
 AO0787  DESIGNATION -  TURKEY
 AO0787  PID         -  AO0787
 AO0787  STATE/COUNTY-  TX/ZAVALA
 AO0787  USGS QUAD   -  LA PRYOR NW (1972)
 AO0787
 AO0787                         *CURRENT SURVEY CONTROL
 AO0787  ___________________________________________________________________
 AO0787* NAD 83(1993)-  28 55 48.75625(N)    099 55 24.41119(W)     ADJUSTED  
 AO0787* NAVD 88     -       233.28   (+/-2cm)     765.4    (feet)  VERTCON   
 AO0787  ___________________________________________________________________
 AO0787  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AO0787  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AO0787
 AO0787  HORZ ORDER  -  SECOND
 AO0787  VERT ORDER  -  THIRD ? (See Below)
 AO0787
 AO0787.The horizontal coordinates were established by classical geodetic methods
 AO0787.and adjusted by the National Geodetic Survey in February 1996..
 AO0787
 AO0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0787.The vertical order pertains to the NGVD 29 superseded value.
 AO0787
 AO0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0787
 AO0787.The geoid height was determined by GEOID03.
 AO0787
 AO0787;                    North         East     Units Scale Factor Converg.
 AO0787;SPC TXSC     - 4,121,919.403   509,970.923   MT  0.99988802   -0 27 08.7
 AO0787;SPC TXSC     -13,523,330.57  1,673,129.60   sFT  0.99988802   -0 27 08.7
 AO0787;UTM  14      - 3,200,604.420   409,993.832   MT  0.99969997   -0 26 48.3
 AO0787
 AO0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0787!SPC TXSC     -   0.99996698  x   0.99988802  =   0.99985501
 AO0787!UTM  14      -   0.99996698  x   0.99969997  =   0.99966696
 AO0787
 AO0787|---------------------------------------------------------------------|
 AO0787| PID    Reference Object                     Distance      Geod. Az  |
 AO0787|                                                           dddmmss.s |
 AO0787| CV5659 TURKEY RM 1                           8.367 METERS 11725     |
 AO0787| CV5660 TURKEY RM 2                           7.892 METERS 23923     |
 AO0787| CV5658 TURKEY AZ MK                                       2721521.1 |
 AO0787| AO0788 TURKEY A POINT 1972                   5.972 METERS 30321     |
 AO0787|---------------------------------------------------------------------|
 AO0787
 AO0787                          SUPERSEDED SURVEY CONTROL
 AO0787
 AO0787  NAD 83(1986)-  28 55 48.75311(N)    099 55 24.39031(W) AD(       ) 2
 AO0787  NAD 27      -  28 55 47.85624(N)    099 55 23.17177(W) AD(       ) 2
 AO0787  NGVD 29 (07/19/86)  233.16   (m)          765.0    (f) LEVELING    3  
 AO0787
 AO0787.Superseded values are not recommended for survey control.
 AO0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0787.See file dsdata.txt to determine how the superseded data were derived.
 AO0787
 AO0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT0999400604(NAD 83)
 AO0787_MARKER: DS = TRIANGULATION STATION DISK
 AO0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0787_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0787
 AO0787  HISTORY     - Date     Condition        Report By
 AO0787  HISTORY     - 1972     MONUMENTED       NGS
 AO0787  HISTORY     - 20010507 GOOD             USPSQD
 AO0787
 AO0787                          STATION DESCRIPTION
 AO0787
 AO0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0787'THE STATION IS ABOUT 17 MILES NORTH AND 5-1/2 MILES WEST OF CRYSTAL
 AO0787'CITY, 4-1/2 MILES WEST AND 1 MILE SOUTH OF LA PRYOR AND ON THE SOUTH
 AO0787'RIGHT-OF-WAY OF U.S. HIGHWAY 57.
 AO0787'
 AO0787'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 57 IN
 AO0787'LA PRYOR GO SOUTH-SOUTHWEST AND WEST ON U.S. HIGHWAY 57 FOR 4.6
 AO0787'MILES TO THE STATION ON THE LEFT.
 AO0787'
 AO0787'STATION MARKS ARE STANDARD DISKS, STAMPED TURKEY 1972.  THE SURFACE
 AO0787'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0787'THAT IS 6 INCHES UNDERGROUND.  IT IS 168.5 FEET WEST OF A POWER
 AO0787'LINE POLE, 61.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 57, 21.9
 AO0787'FEET NORTHEAST OF A WITNESS POST AND 14.0 FEET NORTH OF A FENCE.
 AO0787'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AO0787'40 INCHES BELOW THE GROUND SURFACE.
 AO0787'
 AO0787'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TURKEY NO 1 1972, SET
 AO0787'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0787'WITH THE GROUND.  IT IS 144.0 FEET WEST OF THE POWER LINE POLE,
 AO0787'74.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 57, 41.3 FEET EAST OF
 AO0787'THE WITNESS POST, 1.0 FOOT NORTH OF THE FENCE AND ABOUT THE SAME
 AO0787'ELEVATION AS THE STATION.
 AO0787'
 AO0787'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TURKEY NO 2 1972, SET
 AO0787'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0787'WITH THE GROUND.  IT IS 74.0 FEET SOUTH OF THE CENTER OF U.S.
 AO0787'HIGHWAY 57, 5.6 FEET WEST OF THE WITNESS POST, 1.0 FEET NORTH OF THE
 AO0787'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0787'
 AO0787'AZIMUTH MARK IS A STANDARD DISK, STAMPED TURKEY 1972, SET IN THE
 AO0787'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5
 AO0787'INCHES.  IT IS 74.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 57,
 AO0787'11.0 FEET WEST OF THE CENTER OF A WIRE GATE, 2.0 FEET EAST OF A
 AO0787'WITNESS POST AND 1.0 FOOT SOUTH OF A FENCE.
 AO0787'
 AO0787'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S. HIGHWAY
 AO0787'57 FOR 0.65 MILE TO THE MARK ON THE RIGHT.
 AO0787'
 AO0787'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 AO0787
 AO0787                          STATION RECOVERY (2001)
 AO0787
 AO0787'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1977 ***********************************************************************
 AY1977  DESIGNATION -  TURKEY
 AY1977  PID         -  AY1977
 AY1977  STATE/COUNTY-  TX/KENDALL
 AY1977  USGS QUAD   -  TURKEY KNOB (1982)
 AY1977
 AY1977                         *CURRENT SURVEY CONTROL
 AY1977  ___________________________________________________________________
 AY1977* NAD 83(1993)-  29 50 05.87285(N)    098 54 32.13894(W)     ADJUSTED  
 AY1977* NAVD 88     -       625.     (meters)    2051.     (feet)  SCALED    
 AY1977  ___________________________________________________________________
 AY1977  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AY1977  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AY1977
 AY1977  HORZ ORDER  -  SECOND
 AY1977
 AY1977.The horizontal coordinates were established by classical geodetic methods
 AY1977.and adjusted by the National Geodetic Survey in February 1996..
 AY1977
 AY1977.The orthometric height was scaled from a topographic map.
 AY1977
 AY1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1977
 AY1977.The geoid height was determined by GEOID03.
 AY1977
 AY1977;                    North         East     Units Scale Factor Converg.
 AY1977;SPC TXSC     - 4,221,839.665   608,800.881   MT  0.99990121   +0 02 40.6
 AY1977;SPC TXSC     -13,851,152.30  1,997,374.22   sFT  0.99990121   +0 02 40.6
 AY1977;UTM  14      - 3,300,501.810   508,798.233   MT  0.99960096   +0 02 43.1
 AY1977
 AY1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1977!SPC TXSC     -   0.99990548  x   0.99990121  =   0.99980670
 AY1977!UTM  14      -   0.99990548  x   0.99960096  =   0.99950648
 AY1977
 AY1977:                Primary Azimuth Mark                     Grid Az
 AY1977:SPC TXSC     -  TURKEY AZ MK                             087 56 34.5
 AY1977:UTM  14      -  TURKEY AZ MK                             087 56 32.0
 AY1977
 AY1977|---------------------------------------------------------------------|
 AY1977| PID    Reference Object                     Distance      Geod. Az  |
 AY1977|                                                           dddmmss.s |
 AY1977| CV5655 TURKEY AZ MK                                       0875915.1 |
 AY1977| AY1978 2051                                 13.227 METERS 10847     |
 AY1977| CV5656 TURKEY RM 1                          22.078 METERS 18111     |
 AY1977| CV5657 TURKEY RM 2                          12.253 METERS 31620     |
 AY1977|---------------------------------------------------------------------|
 AY1977
 AY1977                          SUPERSEDED SURVEY CONTROL
 AY1977
 AY1977  NAD 83(1986)-  29 50 05.87904(N)    098 54 32.12374(W) AD(       ) 2
 AY1977  NAD 27      -  29 50 05.08320(N)    098 54 31.01140(W) AD(       ) 2
 AY1977
 AY1977.Superseded values are not recommended for survey control.
 AY1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1977.See file dsdata.txt to determine how the superseded data were derived.
 AY1977
 AY1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0879800502(NAD 83)
 AY1977_MARKER: DS = TRIANGULATION STATION DISK
 AY1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1977
 AY1977  HISTORY     - Date     Condition        Report By
 AY1977  HISTORY     - 1956     MONUMENTED       CGS
 AY1977  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 AY1977
 AY1977                          STATION DESCRIPTION
 AY1977
 AY1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1977'THE STATION IS ABOUT 9-1/2 MILES SOUTH OF COMFORT, 11 MILES
 AY1977'WEST-NORTHWEST OF BOERNE, ON THE HIGHEST POINT OF A HILL LOCALLY
 AY1977'KNOWN AS TURKEY KNOB AND ON LAND OWNED BY ERNEST ENGENHUETT
 AY1977'WHO LIVES ABOUT 1 MILE NORTHEAST OF THE STATION.  IT IS
 AY1977'69 FEET NORTHWEST OF THE CENTER OF A WINDMILL, 39 FEET NORTHWEST
 AY1977'OF A GATE AND 5 FEET NORTHEAST OF A 4 IN X 4 IN WHITE WITNESS
 AY1977'POST.
 AY1977'
 AY1977'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 AY1977'AND STATE HIGHWAY 27 AT THE NORTH EDGE OF COMFORT, GO
 AY1977'SOUTHEASTERLY ON U.S. HIGHWAY 87 FOR 13.4 MILES TO A SERVICE
 AY1977'STATION AND A CAFE ON THE LEFT, CONTINUE SOUTHEAST ON THE
 AY1977'HIGHWAY FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 AY1977'AND GO WEST AND SOUTH FOR 5.55 MILES TO A Y-JUNCTION, ABOUT
 AY1977'50 FEET BEYOND A CATTLE GUARD, TURN RIGHT AND GO SOUTHERLY
 AY1977'FOR 3.9 MILES TO A TRACK ROAD ON THE LEFT, BEAR LEFT AND
 AY1977'GO WESTERLY FOR 0.1 MILE TO A Y-JUNCTION, BEAR LEFT AND
 AY1977'CONTINUE WESTERLY FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 AY1977'RIGHT.  CONTINUE WEST ON THE TRACK ROAD FOR 0.2 MILE TO THE
 AY1977'STATION.
 AY1977'
 AY1977'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1977'STAMPED TURKEY 1956.
 AY1977'
 AY1977'REFERENCE MARK 1 IS 42 FEET SOUTHWEST OF A GATE, 37 FEET
 AY1977'SOUTH OF A FENCE AND 17 FEET SOUTH OF THE CENTER OF A TRACK
 AY1977'ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1977'STAMPED TURKEY NO 1 1956.
 AY1977'
 AY1977'REFERENCE MARK 2 IS IN THE CENTER OF A DIM TRACK ROAD AND 44
 AY1977'FEET SOUTHWEST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 AY1977'AND THE DISK IS STAMPED TURKEY NO 2 1956.
 AY1977'
 AY1977'THE AZIMUTH MARK IS 17 FEET NORTH OF THE CENTER OF THE TRACK
 AY1977'ROAD AND 4 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 AY1977'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 AY1977'TURKEY 1956.
 AY1977'
 AY1977'THE U.S.E. MARK IS 28.6 FEET WEST OF THE CENTER OF THE WINDMILL,
 AY1977'6.6 FEET WEST OF THE WEST END OF A GATE AND 2.4 FEET NORTHWEST
 AY1977'OF A POLE FENCE.  THE MARK IS A BRONZE DISK OF THE UNITED STATES
 AY1977'ENGINEER DEPARTMENT SET IN THE TOP OF A CONCRETE POST THAT
 AY1977'IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED 2050.548.
 AY1977'
 AY1977'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AY1977
 AY1977                          STATION RECOVERY (1994)
 AY1977
 AY1977'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0602 ***********************************************************************
 AZ0602  DESIGNATION -  TURKEY
 AZ0602  PID         -  AZ0602
 AZ0602  STATE/COUNTY-  TX/KINNEY
 AZ0602  USGS QUAD   -  TURKEY MOUNTAIN (1974)
 AZ0602
 AZ0602                         *CURRENT SURVEY CONTROL
 AZ0602  ___________________________________________________________________
 AZ0602* NAD 83(1993)-  29 22 22.27258(N)    100 12 01.17610(W)     ADJUSTED  
 AZ0602* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 AZ0602  ___________________________________________________________________
 AZ0602  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AZ0602  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0602
 AZ0602  HORZ ORDER  -  FIRST
 AZ0602
 AZ0602.The horizontal coordinates were established by classical geodetic methods
 AZ0602.and adjusted by the National Geodetic Survey in February 1996..
 AZ0602
 AZ0602.The orthometric height was scaled from a topographic map.
 AZ0602
 AZ0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0602
 AZ0602.The geoid height was determined by GEOID03.
 AZ0602
 AZ0602;                    North         East     Units Scale Factor Converg.
 AZ0602;SPC TXSC     - 4,171,217.408   483,481.634   MT  0.99986346   -0 35 17.0
 AZ0602;SPC TXSC     -13,685,069.11  1,586,222.66   sFT  0.99986346   -0 35 17.0
 AZ0602;UTM  14      - 3,249,894.318   383,505.837   MT  0.99976745   -0 35 19.7
 AZ0602
 AZ0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0602!SPC TXSC     -   0.99991731  x   0.99986346  =   0.99978078
 AZ0602!UTM  14      -   0.99991731  x   0.99976745  =   0.99968478
 AZ0602
 AZ0602|---------------------------------------------------------------------|
 AZ0602| PID    Reference Object                     Distance      Geod. Az  |
 AZ0602|                                                           dddmmss.s |
 AZ0602| CV5652 TURKEY RM 1                          26.532 METERS 05139     |
 AZ0602| AZ0603 USGS MARK NEAR STA TURKEY 1935       15.107 METERS 06338     |
 AZ0602| CV5653 TURKEY RM 2                          22.351 METERS 16513     |
 AZ0602| AZ0614 ANACACHO                            APPROX.22.5 KM 2021003.5 |
 AZ0602| AZ0624 FORT CLARK TANK                     APPROX.22.9 KM 2510927.3 |
 AZ0602| AZ0621 FORT CLARK POST RADIO MAST          APPROX.23.1 KM 2511353.6 |
 AZ0602| AZ0622 BRACKETTVILLE MUNICIPAL TANK        APPROX.21.7 KM 2532624.1 |
 AZ0602| CV5654 TURKEY RM 3                           9.745 METERS 27214     |
 AZ0602|---------------------------------------------------------------------|
 AZ0602
 AZ0602                          SUPERSEDED SURVEY CONTROL
 AZ0602
 AZ0602  NAD 83(1986)-  29 22 22.26862(N)    100 12 01.15697(W) AD(       ) 1
 AZ0602  NAD 27      -  29 22 21.42600(N)    100 11 59.89900(W) AD(       ) 1
 AZ0602
 AZ0602.Superseded values are not recommended for survey control.
 AZ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0602.See file dsdata.txt to determine how the superseded data were derived.
 AZ0602
 AZ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT8350649894(NAD 83)
 AZ0602_MARKER: DS = TRIANGULATION STATION DISK
 AZ0602_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0602
 AZ0602  HISTORY     - Date     Condition        Report By
 AZ0602  HISTORY     - 1935     MONUMENTED       CGS
 AZ0602
 AZ0602                          STATION DESCRIPTION
 AZ0602
 AZ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0602'STATION IS ON THE SUMMIT OF TURKEY MOUNTAIN, A HIGH PROMINENT
 AZ0602'PEAK ABOUT 15 MILES ENE OF BRACKETTVILLE, 12 MILES WSW OF LAGUNA
 AZ0602'POST OFFICE, AND 5 MILES W OF KINNEY-UVALDE COUNTY LINE.
 AZ0602'
 AZ0602'STATION IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 AZ0602'OUTCROPPING BEDROCK.
 AZ0602'
 AZ0602'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 AZ0602'DEPRESSIONS IN OUTCROPPING BEDROCK.
 AZ0602'
 AZ0602'THERE IS A U.S.G.S. MARK CONSISTING OF A BLOCK OF STONE ABOUT
 AZ0602'1-1/2 FEET IN DIAMETER BY 1/2 FOOT THICK, (49.57 FEET) 15.107
 AZ0602'METERS NE OF THE STATION.
 AZ0602'
 AZ0602'TO REACH THE STATION FROM THE MAIN INTERSECTION OF BRACKETTVILLE,
 AZ0602'GO SE ON MAIN STREET FOR 0.8 MILE, JOIN ROUTE 90, GO 11.9 MILES,
 AZ0602'TURN LEFT THROUGH GATE AT SIGN ROSE RANCH, TAKE RIGHT FORK, GO
 AZ0602'0.8 MILE, PASS THROUGH GATE, GO 0.3 MILE, PASS THROUGH GATE,
 AZ0602'GO 0.95 MILE, PASS THROUGH GATE, GO 1.3 MILES, PASS THROUGH
 AZ0602'GATE, GO 0.15 MILE, PASS THROUGH GATE GO 0.4 MILE TO YARD OF
 AZ0602'GEORGE ROSE, PASS LEFT OF HOUSE AND GO THROUGH CORRAL GATE,
 AZ0602'PASS THROUGH CORRAL AND THROUGH GATE IN NE CORNER, GO 0.15
 AZ0602'MILE, PASS THROUGH GATE, GO 0.45 MILE, TAKE LEFT FORK, GO 0.35
 AZ0602'MILE, PASS THROUGH GATE, GO 1.45 MILES TO WINDMILL AND
 AZ0602'RESERVOIR, PASS THROUGH GATE TO RIGHT OF RESERVOIR, TAKE LEFT
 AZ0602'FORK ONTO DIM ROAD, GO 1.0 MILE, PASS THROUGH GATE, GO 0.6
 AZ0602'MILE, PASS THROUGH GATE ONTO VERY DIM ROAD, GO 0.05 MILE TO
 AZ0602'ABANDONED SHACK AND TRIANGULAR BLAZED TREE ON LEFT, GO 0.75
 AZ0602'MILE TO VERY DIM CROSS ROAD AND TRIANGULAR BLAZED TREE ON
 AZ0602'LEFT, TURN LEFT, FOLLOW VERY DIM ROAD FOR 0.9 MILE, PASS
 AZ0602'THROUGH BROKEN GATE, GO 0.45 MILE, PASS ABANDONED SHACK ON
 AZ0602'RIGHT, GO 0.1 MILE, PASS THROUGH BROKEN GATE, GO 1.0 MILE,
 AZ0602'PASS WINDMILL AND TANK ON LEFT, GO 0.05 MILE, TURN LEFT,
 AZ0602'PASS THROUGH TWO GATES IN CORRAL, GO 0.05 MILE, TURN RIGHT,
 AZ0602'PASS THROUGH GATE, FOLLOW VERY DIM ROAD NORTHWESTERLY
 AZ0602'FOR 1.4 MILE TOWARDS PEAK, PASSING AROUND W END OF SAME,
 AZ0602'THEN TURN RIGHT INTO BRUSH AND GO 0.4 MILE ACROSS COUNTRY
 AZ0602'TO BASE OF PEAK AND END OF TRUCK TRAVEL.  FROM THIS POINT
 AZ0602'CLIMB ABOUT 1/2 MILE STRAIGHT UP TO TOP OF PEAK AND
 AZ0602'STATION ON CENTER OF RIDGE ABOUT 1/3 OF THE DISTANCE FROM THE
 AZ0602'W END TO THE E END.
 AZ0602'
 AZ0602'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0823 ***********************************************************************
 DO0823  DESIGNATION -  TURKEY
 DO0823  PID         -  DO0823
 DO0823  STATE/COUNTY-  TX/WICHITA
 DO0823  USGS QUAD   -  BEAVER CREEK (1968)
 DO0823
 DO0823                         *CURRENT SURVEY CONTROL
 DO0823  ___________________________________________________________________
 DO0823* NAD 83(1993)-  33 59 55.63579(N)    098 55 10.52133(W)     ADJUSTED  
 DO0823* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 DO0823  ___________________________________________________________________
 DO0823  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DO0823  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0823
 DO0823  HORZ ORDER  -  SECOND
 DO0823
 DO0823.The horizontal coordinates were established by classical geodetic methods
 DO0823.and adjusted by the National Geodetic Survey in February 1996..
 DO0823
 DO0823.The orthometric height was scaled from a topographic map.
 DO0823
 DO0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0823
 DO0823.The geoid height was determined by GEOID03.
 DO0823
 DO0823;                    North         East     Units Scale Factor Converg.
 DO0823;SPC TXNC     - 2,258,699.909   561,235.535   MT  1.00000912   -0 13 43.8
 DO0823;SPC TXNC     - 7,410,417.95  1,841,320.25   sFT  1.00000912   -0 13 43.8
 DO0823;UTM  14      - 3,762,024.476   507,425.864   MT  0.99960068   +0 02 41.9
 DO0823
 DO0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0823!SPC TXNC     -   0.99994631  x   1.00000912  =   0.99995543
 DO0823!UTM  14      -   0.99994631  x   0.99960068  =   0.99954701
 DO0823
 DO0823:                Primary Azimuth Mark                     Grid Az
 DO0823:SPC TXNC     -  ELECTRA S MUNICIPAL TANK                 002 12 20.5
 DO0823:UTM  14      -  ELECTRA S MUNICIPAL TANK                 001 55 54.8
 DO0823
 DO0823|---------------------------------------------------------------------|
 DO0823| PID    Reference Object                     Distance      Geod. Az  |
 DO0823|                                                           dddmmss.s |
 DO0823| EM0776 ELECTRA S MUNICIPAL TANK            APPROX. 3.2 KM 0015836.7 |
 DO0823| CX8874 TURKEY RM 1                          16.382 METERS 05203     |
 DO0823| DO0818 FOWLKES                             APPROX. 7.8 KM 1174351.8 |
 DO0823| CX8875 TURKEY RM 2                          17.136 METERS 14159     |
 DO0823| CX8873 TURKEY AZ MK                                       1495810.2 |
 DO0823| EM0778 ELECTRA WESTERN FARMER RAD MST      APPROX. 4.3 KM 3221332.6 |
 DO0823| EM0777 ELECTRA TEX PIPELINE CO MICRO       APPROX. 4.3 KM 3372431.9 |
 DO0823|---------------------------------------------------------------------|
 DO0823
 DO0823                          SUPERSEDED SURVEY CONTROL
 DO0823
 DO0823  NAD 83(1993)-  33 59 55.63594(N)    098 55 10.52118(W) AD(       ) 2
 DO0823  NAD 83(1986)-  33 59 55.64131(N)    098 55 10.50965(W) AD(       ) 2
 DO0823  NAD 27      -  33 59 55.30846(N)    098 55 09.26347(W) AD(       ) 2
 DO0823
 DO0823.Superseded values are not recommended for survey control.
 DO0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0823.See file dsdata.txt to determine how the superseded data were derived.
 DO0823
 DO0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0742662024(NAD 83)
 DO0823_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0823
 DO0823  HISTORY     - Date     Condition        Report By
 DO0823  HISTORY     - 1965     MONUMENTED       CGS
 DO0823  HISTORY     - 20010525 GOOD             USPSQD
 DO0823
 DO0823                          STATION DESCRIPTION
 DO0823
 DO0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0823'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF HARROLD, 3
 DO0823'MILES SOUTH OF ELECTRA AND 0.05 MILE WEST OF STATE
 DO0823'HIGHWAY 25, ON PROPERTY OF THE W.T. WAGGONER ESTATE.
 DO0823'
 DO0823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 DO0823'AND STATE HIGHWAY 25 IN ELECTRA, GO SOUTH ON STATE HIGHWAY 25
 DO0823'FOR 2.45 MILES TO A CATTLE GUARD AND SIDE ROAD
 DO0823'RIGHT.  (TO REACH THE AZIMUTH MARK CONTINUE SOUTH ON
 DO0823'THE HIGHWAY FOR 0.35 MILE TO THE MARK ON THE LEFT.) TURN
 DO0823'RIGHT AND GO WEST ON GRADED ROAD FOR 0.05 MILE TO A SIDE
 DO0823'ROAD RIGHT AND THE STATION ON THE LEFT.
 DO0823'
 DO0823'STATION MARK IS A STANDARD DISK, STAMPED TURKEY 1965,
 DO0823'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0823'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DO0823'29 FEET SOUTH OF THE CENTERLINE OF THE INTERSECTION OF
 DO0823'THE MAIN GRADED ROAD AND THE SIDE ROAD, 27 FEET SOUTH OF THE
 DO0823'CENTERLINE OF THE EAST-WEST GRADED ROAD AND 4 FEET SOUTH
 DO0823'OF A WITNESS POST.
 DO0823'
 DO0823'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TURKEY NO 1
 DO0823'1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 DO0823'IN DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND
 DO0823'SURFACE.  IT IS 80 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DO0823'ROAD INTERSECTION, 39 FEET SOUTH OF THE CENTERLINE OF
 DO0823'THE EAST-WEST ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0823'
 DO0823'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TURKEY NO 2 1965, SET
 DO0823'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0823'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 10A FEET SOUTH OF THE
 DO0823'CENTERLINE OF THE EAST-WEST ROAD AND ABOUT THE SAME ELEVATION
 DO0823'AS THE STATION.
 DO0823'
 DO0823'AZIMUTH MARK IS A STANDARD DISK, STAMPED TURKEY 1965, SET
 DO0823'IN THE TOP OF A CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0823'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET
 DO0823'EAST OF THE CENTERLINE OF STATE HIGHWAY 25, 2.5 FEET NORTH
 DO0823'OF A WITNESS POST AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCE LINE.
 DO0823
 DO0823                          STATION RECOVERY (2001)
 DO0823
 DO0823'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 DO0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0748 ***********************************************************************
 EN0748  DESIGNATION -  TURKEY
 EN0748  PID         -  EN0748
 EN0748  STATE/COUNTY-  TX/HALL
 EN0748  USGS QUAD   -  TURKEY (1981)
 EN0748
 EN0748                         *CURRENT SURVEY CONTROL
 EN0748  ___________________________________________________________________
 EN0748* NAD 83(1993)-  34 25 58.98308(N)    100 55 01.54059(W)     ADJUSTED  
 EN0748* NAVD 88     -       753.     (meters)    2470.     (feet)  SCALED    
 EN0748  ___________________________________________________________________
 EN0748  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 EN0748  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 EN0748
 EN0748  HORZ ORDER  -  FIRST
 EN0748
 EN0748.The horizontal coordinates were established by classical geodetic methods
 EN0748.and adjusted by the National Geodetic Survey in February 1996..
 EN0748
 EN0748.The orthometric height was scaled from a topographic map.
 EN0748
 EN0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0748
 EN0748.The geoid height was determined by GEOID03.
 EN0748
 EN0748;                    North         East     Units Scale Factor Converg.
 EN0748;SPC TX N     - 1,048,200.976   253,579.542   MT  1.00005735   +0 20 16.1
 EN0748;SPC TX N     - 3,438,972.70    831,952.21   sFT  1.00005735   +0 20 16.1
 EN0748;UTM  14      - 3,811,840.181   323,851.971   MT  0.99998247   -1 05 03.4
 EN0748
 EN0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0748!SPC TX N     -   0.99988614  x   1.00005735  =   0.99994348
 EN0748!UTM  14      -   0.99988614  x   0.99998247  =   0.99986861
 EN0748
 EN0748|---------------------------------------------------------------------|
 EN0748| PID    Reference Object                     Distance      Geod. Az  |
 EN0748|                                                           dddmmss.s |
 EN0748| CX8871 TURKEY RM 1                           9.180 METERS 06016     |
 EN0748| CX8870 TURKEY AZ MK                                       1510816.5 |
 EN0748| EN0746 TURKEY MEMPHIS COMP CO TANK         APPROX. 4.2 KM 1523751.4 |
 EN0748| CX8872 TURKEY RM 2                          12.171 METERS 15413     |
 EN0748| EN0747 TURKEY MUNICIPAL TANK               APPROX. 4.8 KM 1562450.9 |
 EN0748| EN0749 TURKEY GAFFORD RANCH SILO           APPROX. 1.8 KM 2275103.8 |
 EN0748|---------------------------------------------------------------------|
 EN0748
 EN0748                          SUPERSEDED SURVEY CONTROL
 EN0748
 EN0748  NAD 83(1993)-  34 25 58.98444(N)    100 55 01.53853(W) AD(       ) 1
 EN0748  NAD 83(1986)-  34 25 58.98831(N)    100 55 01.53424(W) AD(       ) 1
 EN0748  NAD 27      -  34 25 58.75812(N)    100 55 00.02522(W) AD(       ) 1
 EN0748
 EN0748.Superseded values are not recommended for survey control.
 EN0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0748.See file dsdata.txt to determine how the superseded data were derived.
 EN0748
 EN0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2385211840(NAD 83)
 EN0748_MARKER: DS = TRIANGULATION STATION DISK
 EN0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0748
 EN0748  HISTORY     - Date     Condition        Report By
 EN0748  HISTORY     - 1964     MONUMENTED       CGS
 EN0748
 EN0748                          STATION DESCRIPTION
 EN0748
 EN0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0748'THE STATION IS ABOUT 9 MILES NORTHEAST OF QUITAQUE, 2-1/2 MILES
 EN0748'NORTH-NORTHWEST OF TURKEY, ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY
 EN0748'70.
 EN0748'
 EN0748'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 86 AT
 EN0748'THE EAST EDGE OF TURKEY, GO NORTH ON THE COMBINED ROUTES FOR 0.8
 EN0748'MILE TO A FORK.  BEAR LEFT AND GO NORTHWESTERLY ON HIGHWAY 70 FOR
 EN0748'2.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWESTERLY ON
 EN0748'THE HIGHWAY FOR 0.05 MILE TO A GATE ON THE LEFT.  TURN LEFT,
 EN0748'THEN RIGHT AND GO NORTHWESTERLY ALONG THE EAST SIDE OF A FENCE FOR
 EN0748'0.3 MILE TO THE STATION.
 EN0748'
 EN0748'THE STATION MARK IS A STANDARD DISK, STAMPED TURKEY 1964, SET IN THE
 EN0748'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS
 EN0748'ABOUT 100 FEET WEST-SOUTHWEST AND ABOUT 40 FEET HIGHER THAN THE
 EN0748'CENTERLINE OF THE HIGHWAY, 45 FEET WEST-SOUTHWEST OF THE WEST
 EN0748'EDGE OF A CUTBANK, 9.5 FEET SOUTHEAST OF A WITNESS POST, 5.4 FEET
 EN0748'EAST-NORTHEAST OF A FENCE, 14.0 FEET NORTH-NORTHEAST OF A
 EN0748'T-JUNCTION OF FENCE LINE AND ABOUT 125 FEET EAST OF THE HIGHEST
 EN0748'POINT IN THE IMMEDIATE VICINITY.
 EN0748'
 EN0748'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TURKEY NO 1 1964, SET IN
 EN0748'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT
 EN0748'IS 45.0 FEET EAST-NORTHEAST OF THE FENCE, 15 FEET WEST-NORTHWEST OF
 EN0748'THE WEST EDGE OF THE CUTBANK AND ABOUT 1 FOOT LOWER THAN THE
 EN0748'STATION.
 EN0748'
 EN0748'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TURKEY NO 2 1964, SET IN
 EN0748'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT
 EN0748'IS 47 FEET WEST-NORTHWEST OF THE WEST EDGE OF THE CUTBANK, 4.5 FEET
 EN0748'EAST-NORTHEAST OF THE FENCE, 27.4 FEET SOUTHEAST OF THE
 EN0748'T-JUNCTION OF THE FENCE LINES AND ABOUT 2 FEET LOWER THAN THE
 EN0748'STATION.
 EN0748'
 EN0748'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TURKEY 1964, SET IN THE
 EN0748'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS
 EN0748'1.5 FEET EAST-NORTHEAST OF A FENCE, 3.3 FEET NORTHWEST OF A WITNESS
 EN0748'POST AND 59.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 EN0748'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3086 ***********************************************************************
 CS3086  DESIGNATION -  TURKEY
 CS3086  PID         -  CS3086
 CS3086  STATE/COUNTY-  TX/JOHNSON
 CS3086  USGS QUAD   -  KEENE (1978)
 CS3086
 CS3086                         *CURRENT SURVEY CONTROL
 CS3086  ___________________________________________________________________
 CS3086* NAD 83(1993)-  32 24 35.52648(N)    097 15 22.01747(W)     ADJUSTED  
 CS3086* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 CS3086  ___________________________________________________________________
 CS3086  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 CS3086  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CS3086
 CS3086  HORZ ORDER  -  THIRD
 CS3086
 CS3086.The horizontal coordinates were established by classical geodetic methods
 CS3086.and adjusted by the National Geodetic Survey in February 1996..
 CS3086
 CS3086.The orthometric height was scaled from a topographic map.
 CS3086
 CS3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3086
 CS3086.The geoid height was determined by GEOID03.
 CS3086
 CS3086;                    North         East     Units Scale Factor Converg.
 CS3086;SPC TXNC     - 2,083,107.317   717,002.286   MT  0.99993490   +0 40 42.3
 CS3086;SPC TXNC     - 6,834,327.92  2,352,365.00   sFT  0.99993490   +0 40 42.3
 CS3086;UTM  14      - 3,587,205.866   663,993.064   MT  0.99993165   +0 56 05.6
 CS3086
 CS3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3086!SPC TXNC     -   0.99996505  x   0.99993490  =   0.99989995
 CS3086!UTM  14      -   0.99996505  x   0.99993165  =   0.99989670
 CS3086
 CS3086|---------------------------------------------------------------------|
 CS3086| PID    Reference Object                     Distance      Geod. Az  |
 CS3086|                                                           dddmmss.s |
 CS3086| CY2523 TURKEY RM 3                          15.521 METERS 04838     |
 CS3086| CY2521 TURKEY RM 1                          36.113 METERS 06313     |
 CS3086| CY2520 TURKEY AZ MK                                       0724344.9 |
 CS3086| CS3055 ALVARADO MUNICIPAL TANK             APPROX. 4.0 KM 0875006.9 |
 CS3086| CS3052 ALVARADO METH CHURCH STEEPLE        APPROX. 4.2 KM 0971614.6 |
 CS3086| CY2522 TURKEY RM 2                          24.952 METERS 21450     |
 CS3086| CS3087 KEENE SW JUNIOR COLLEGE TANK        APPROX. 6.8 KM 2580928.8 |
 CS3086|---------------------------------------------------------------------|
 CS3086
 CS3086                          SUPERSEDED SURVEY CONTROL
 CS3086
 CS3086  NAD 83(1986)-  32 24 35.53051(N)    097 15 21.99862(W) AD(       ) 3
 CS3086  NAD 27      -  32 24 35.02000(N)    097 15 20.95200(W) AD(       ) 3
 CS3086
 CS3086.Superseded values are not recommended for survey control.
 CS3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3086.See file dsdata.txt to determine how the superseded data were derived.
 CS3086
 CS3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6399387206(NAD 83)
 CS3086_MARKER: DS = TRIANGULATION STATION DISK
 CS3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3086
 CS3086  HISTORY     - Date     Condition        Report By
 CS3086  HISTORY     - 1948     MONUMENTED       CGS
 CS3086  HISTORY     - 1966     GOOD             CGS
 CS3086  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS3086  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3086  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS3086  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS3086
 CS3086                          STATION DESCRIPTION
 CS3086
 CS3086'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3086'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF ALVARADO,
 CS3086'ON THE SOUTH SIDE OF U.S. HIGHWAY 67.  IT IS 110 FEET EAST-NORTHEAST
 CS3086'OF THE NORTHEAST CORNER OF MR. CASHIONS TILE STORE BUILDING,
 CS3086'78 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 38 FEET
 CS3086'NORTH-NORTHEAST OF A POWER POLE, AND 10 FEET WEST OF A WITNESS
 CS3086'POST AND A FENCE LINE.  THE DISK IS STAMPED TURKEY 1948
 CS3086'AND PROJECTS 2 INCHES.
 CS3086'
 CS3086'REFERENCE MARK NO. 1 IS 118.48 FEET EAST-NORTHEAST OF THE
 CS3086'STATION, 61 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CS3086'AND 1 FOOT SOUTH OF A FENCE LINE.  THE DISK IS STAMPED TURKEY
 CS3086'NO 1 1948 AND PROJECTS 6 INCHES.
 CS3086'
 CS3086'REFERENCE MARK NO. 2 IS 81.93 FEET SOUTHWEST OF THE STATION,
 CS3086'43 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE
 CS3086'BUILDING, 12 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 CS3086'A SMALL STORE HOUSE, AND 1 FOOT NORTH OF A FENCE LINE.  THE
 CS3086'DISK IS STAMPED TURKEY NO 2 1948 AND PROJECTS 4 INCHES.
 CS3086'
 CS3086'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST-NORTHEAST OF
 CS3086'THE STATION, 74 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CS3086'42 FEET WEST OF A FENCE LINE, 15 FEET SOUTH OF THE RIGHT-OF-WAY
 CS3086'FENCE LINE, 2 FEET SOUTHEAST OF A WITNESS POST, AND 1 FOOT
 CS3086'SOUTH OF A POWER POLE.  THE DISK IS STAMPED TURKEY 1948 AND
 CS3086'PROJECTS 6 INCHES.
 CS3086'
 CS3086'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE TOWN
 CS3086'SQUARE IN ALVARADO, GO WEST ON U.S. HIGHWAY 67 FOR 2.75 MILES
 CS3086'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST
 CS3086'FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CS3086'
 CS3086'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 CS3086'
 CS3086'AN 87 FOOT SIGNAL AT EGAN IS VISIBLE AT 64 FEET.
 CS3086'
 CS3086'A 100 FOOT SIGNAL AT ALVARADO CAN BE SEEN FROM THE GROUND.
 CS3086'
 CS3086'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS3086
 CS3086                          STATION RECOVERY (1966)
 CS3086
 CS3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS3086'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CS3086'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 CS3086'MARK NO. 1 WAS FOUND TO BE DESTROYED.  ONE NEW REFERENCE
 CS3086'MARK WAS SET.
 CS3086'
 CS3086'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 3
 CS3086'MILES WEST OF ALVARADO ALONG THE SOUTH RIGHT-OF-WAY OF U.S.
 CS3086'HIGHWAY 67.
 CS3086'
 CS3086'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 CS3086'IN ALVARADO, GO NORTHWEST ON BUSINESS ROUTE 67 FOR 0.4 MILE
 CS3086'TO THE BUSINESS ROUTE OF 81, THENCE CONTINUE NORTHERLY ON
 CS3086'BUSINESES ROUTE 67 AND 81 FOR 0.6 MILE TO U.S. HIGHWAY 67.
 CS3086'TURN LEFT, WESTERLY, GO 1.8 MILES ALONG U.S. HIGHWAY 67 TO
 CS3086'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE HIGHWAY FOR 0.25
 CS3086'MILE TO STATION ON THE LEFT.
 CS3086'
 CS3086'STATION MARK, A STANDARD DISK, STAMPED TURKEY 1948, IS SET IN AN
 CS3086'8 IN X 8 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CS3086'IT IS 78 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 110 FEET EAST
 CS3086'OF THE NORTHEAST CORNER OF CASHIONS GROCERY AND SERVICE STATION,
 CS3086'35 FEET SOUTH OF AN UNDER GROUND CABLE SIGN POST, AND 10 FEET
 CS3086'WEST OF THE FENCE AND WOODEN WITNESS POST.  THE UNDER GROUND
 CS3086'STATION MARK WAS NOT INSPECTED.
 CS3086'
 CS3086'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED TURKEY NO 2 1948,
 CS3086'IS SET IN AN 8 IN X 8 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS3086'OF THE GROUND.  IT IS 42 FEET EAST OF THE SOUTHEAST CORNER
 CS3086'OF THE GROCERY AND SERVICE STATION BUILDING, 8 FEET SOUTH OF
 CS3086'THE SOUTHEAST CORNER OF A STORAGE BUILDING, AND 1 FOOT NORTH
 CS3086'OF THE FENCE LINE.
 CS3086'
 CS3086'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED TURKEY NO 3 1948
 CS3086'1966, IS SET IN AN 8 IN X 8 IN CONCRETE POST WHICH PROJECTS 4
 CS3086'INCHES.  IT IS 58 FEET SOUTH OF THE CENTER LINE OF HIGHWAY,
 CS3086'22 FEET EAST OF THE UNDER GROUND CABLE SIGN POST, AND IS
 CS3086'UNDER THE RIGHT-OF-WAY FENCE.
 CS3086'
 CS3086'AZIMUTH MARK, A STANDARD DISK, STAMPED TURKEY 1948, IS SET IN
 CS3086'AN 8 IN X 8 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CS3086'GROUND.  IT IS 75 FEET SOUTH OF THE CENTER LINE OF U.S.
 CS3086'HIGHWAY 67, 65 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE,
 CS3086'23 FEET WEST OF THE CENTER OF THE EAST DRIVEWAY, AND 1 FOOT
 CS3086'SOUTH OF A POWER LINE POLE WITH TRANSFORMER.
 CS3086'
 CS3086'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CS3086'
 CS3086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES WEST
 CS3086
 CS3086                          STATION RECOVERY (1994)
 CS3086
 CS3086'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3086'MARK NOT FOUND.
 CS3086
 CS3086                          STATION RECOVERY (1999)
 CS3086
 CS3086'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3086'MARK NOT FOUND.
 CS3086
 CS3086                          STATION RECOVERY (2004)
 CS3086
 CS3086'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS3086'MARK NOT FOUND.
 CS3086
 CS3086                          STATION RECOVERY (2005)
 CS3086
 CS3086'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS3086'STATION BELIEVED TO BE DESTROYED BY THE ERECTION OF A NEW METAL BLDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1686 ***********************************************************************
 FL1686  DESIGNATION -  TURKEY
 FL1686  PID         -  FL1686
 FL1686  STATE/COUNTY-  TX/HUTCHINSON
 FL1686  USGS QUAD   -  STINNETT (1978)
 FL1686
 FL1686                         *CURRENT SURVEY CONTROL
 FL1686  ___________________________________________________________________
 FL1686* NAD 83(1993)-  35 47 03.94773(N)    101 29 21.88620(W)     ADJUSTED  
 FL1686* NAVD 88     -       973.     (meters)    3192.     (feet)  SCALED    
 FL1686  ___________________________________________________________________
 FL1686  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FL1686  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FL1686
 FL1686  HORZ ORDER  -  THIRD
 FL1686
 FL1686.The horizontal coordinates were established by classical geodetic methods
 FL1686.and adjusted by the National Geodetic Survey in February 1996..
 FL1686
 FL1686.The orthometric height was scaled from a topographic map.
 FL1686
 FL1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1686
 FL1686.The geoid height was determined by GEOID03.
 FL1686
 FL1686;                    North         East     Units Scale Factor Converg.
 FL1686;SPC TX N     - 1,197,960.816   200,957.103   MT  0.99993128   +0 00 22.1
 FL1686;SPC TX N     - 3,930,309.78    659,306.76   sFT  0.99993128   +0 00 22.1
 FL1686;UTM  14      - 3,962,898.184   275,003.541   MT  1.00022385   -1 27 22.5
 FL1686
 FL1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1686!SPC TX N     -   0.99985147  x   0.99993128  =   0.99978276
 FL1686!UTM  14      -   0.99985147  x   1.00022385  =   1.00007529
 FL1686
 FL1686:                Primary Azimuth Mark                     Grid Az
 FL1686:SPC TX N     -  TURKEY AZ MK                             024 10 09.6
 FL1686:UTM  14      -  TURKEY AZ MK                             025 37 54.2
 FL1686
 FL1686|---------------------------------------------------------------------|
 FL1686| PID    Reference Object                     Distance      Geod. Az  |
 FL1686|                                                           dddmmss.s |
 FL1686| CJ9148 TURKEY AZ MK                                       0241031.7 |
 FL1686| FL1683 STINNETT MUNICIPAL TANK             APPROX. 6.5 KM 0412210.9 |
 FL1686| CJ9149 TURKEY RM 1                          11.538 METERS 09718     |
 FL1686| CJ9150 TURKEY RM 2                          13.924 METERS 18844     |
 FL1686|---------------------------------------------------------------------|
 FL1686
 FL1686                          SUPERSEDED SURVEY CONTROL
 FL1686
 FL1686  NAD 83(1993)-  35 47 03.94780(N)    101 29 21.88456(W) AD(       ) 3
 FL1686  NAD 83(1986)-  35 47 03.95620(N)    101 29 21.87537(W) AD(       ) 3
 FL1686  NAD 27      -  35 47 03.80800(N)    101 29 20.27400(W) AD(       ) 3
 FL1686
 FL1686.Superseded values are not recommended for survey control.
 FL1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1686.See file dsdata.txt to determine how the superseded data were derived.
 FL1686
 FL1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7500462898(NAD 83)
 FL1686_MARKER: DS = TRIANGULATION STATION DISK
 FL1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1686
 FL1686  HISTORY     - Date     Condition        Report By
 FL1686  HISTORY     - 1951     MONUMENTED       CGS
 FL1686
 FL1686                          STATION DESCRIPTION
 FL1686
 FL1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1686'THE STATION IS LOCATED ON HIGH PASTURE LAND ABOUT 4 MILES
 FL1686'NORTH OF THE CANADIAN RIVER, 3.9 MILES SOUTHWEST OF STINNETT,
 FL1686'ALONG EAST SIDE OF A GRADED ROAD.  STATION IS 48 FEET EAST
 FL1686'OF GRADED ROAD AND 4 FEET SOUTHEAST OF WITNESS POST.
 FL1686'
 FL1686'TO REACH FROM THE JUNCTION OF STATE ROUTE 117 AND 152 AT
 FL1686'THE NORTHERN EDGE OF STINNETT, GO WEST ON STATE ROUTE 152
 FL1686'TO A REVERSE Y JUNCTION WITH THE BYPASS ROUTE, KEEP WESTERLY
 FL1686'FOR 0.3 MILE TO A GRADED T-ROAD LEFT, SOUTH, CROSSING CATTLE
 FL1686'GUARD AND FOLLOW THE MAIN TRAVELLED ROAD FOR 3.15 MILES TO
 FL1686'A TRACK ROAD RIGHT, WEST, CONTINUE SOUTHERLY FOR 0.1 MILE TO
 FL1686'SUMMIT OF GRADE AND STATION SITE ON THE LEFT.  TO REACH
 FL1686'AZIMUTH MARK FROM STATION, GO NORTHERLY ON SAME GRADED ROAD
 FL1686'FOR 0.75 MILE TO A ROAD CUT AND AZIMUTH MARK ON THE HIGHEST
 FL1686'POINT OF THIS SANDY HILL ABOUT 27 YARDS WEST OF GRADED ROAD.
 FL1686'
 FL1686'ALL MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE POSTS.
 FL1686'
 FL1686'THE STATION MARK PROJECTS 2 INCHES AND IS STAMPED TURKEY 1951.
 FL1686'IT IS 48 FEET EAST OF GRADED ROAD AND 4 FEET SOUTHEAST OF
 FL1686'WITNESS POST.
 FL1686'
 FL1686'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND IS STAMPED TURKEY
 FL1686'NO 1 1951.  IT IS 85 FEET EAST OF GRADED ROAD.
 FL1686'
 FL1686'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND IS STAMPED TURKEY
 FL1686'NO 2 1951.  IT IS 44 FEET EAST OF GRADED ROAD.
 FL1686'
 FL1686'AZIMUTH MARK IS FLUSH AND IS STAMPED TURKEY 1951.  IT IS
 FL1686'81 FEET WEST OF GRADED ROAD, 3 FEET SOUTHEAST OF WITNESS
 FL1686'POST AND ABOUT 45 FEET SOUTHWEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5363 ***********************************************************************
 AH5363  DESIGNATION -  TURKEY ET
 AH5363  PID         -  AH5363
 AH5363  STATE/COUNTY-  TX/LIMESTONE
 AH5363  USGS QUAD   -  FALLON (1982)
 AH5363
 AH5363                         *CURRENT SURVEY CONTROL
 AH5363  ___________________________________________________________________
 AH5363* NAD 83(1993)-  31 30 36.52034(N)    096 23 08.80499(W)     ADJUSTED  
 AH5363* NAVD 88     -       137.3    (meters)     450.     (feet)  VERTCON   
 AH5363  ___________________________________________________________________
 AH5363  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AH5363  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH5363
 AH5363  HORZ ORDER  -  THIRD
 AH5363
 AH5363.The horizontal coordinates were established by classical geodetic methods
 AH5363.and adjusted by the National Geodetic Survey in July 1998..
 AH5363
 AH5363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5363
 AH5363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5363
 AH5363.The geoid height was determined by GEOID03.
 AH5363
 AH5363;                    North         East     Units Scale Factor Converg.
 AH5363;SPC TX C     - 3,211,014.580 1,074,878.013   MT  0.99992104   +2 01 59.6
 AH5363;SPC TX C     -10,534,803.67  3,526,495.61   sFT  0.99992104   +2 01 59.6
 AH5363;UTM  14      - 3,489,102.504   748,270.270   MT  1.00036030   +1 22 01.3
 AH5363
 AH5363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5363!SPC TX C     -   0.99998242  x   0.99992104  =   0.99990347
 AH5363!UTM  14      -   0.99998242  x   1.00036030  =   1.00034272
 AH5363
 AH5363                          SUPERSEDED SURVEY CONTROL
 AH5363
 AH5363  NGVD 29 (07/28/98)  137.3    (m)          450.     (f) VERT ANG       
 AH5363
 AH5363.Superseded values are not recommended for survey control.
 AH5363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5363.See file dsdata.txt to determine how the superseded data were derived.
 AH5363
 AH5363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV4827089103(NAD 83)
 AH5363_MARKER: DS = TRIANGULATION STATION DISK
 AH5363_SETTING: 66 = SET IN ROCK OUTCROP
 AH5363_PROJECTION: FLUSH
 AH5363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5363+STABILITY: POSITION/ELEVATION WELL
 AH5363
 AH5363  HISTORY     - Date     Condition        Report By
 AH5363  HISTORY     - 1966     MONUMENTED       USGS
 AH5363
 AH5363                          STATION DESCRIPTION
 AH5363
 AH5363'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH5363'LOCATED IN LIMESTONE COUNTY, TEXAS, ABOUT 9 MI. E. OF GROESBECK AND
 AH5363'13.5 MI. SE. OF MEXIA ON THE S. SIDE OF STATE HIGHWAY 164.  STATION IS
 AH5363'LOCATED IN THE E. END OF A CULVERT, 22 FT. S. OF HIGHWAY, 39 FT. N. OF
 AH5363'RIGHT-OF-WAY FENCE, AND 144 FT. E. OF T-RD. S.
 AH5363'TO REACH FROM THE GROESBECK POST OFFICE, S. 2 BLOCKS AND THEN E. ON
 AH5363'HIGHWAY 164 FOR 9.0 MI. TO THE STATION ON THE RIGHT.
 AH5363'STATION MARK--STANDARD USGS BRONZE TABLET SET IN DRILL HOLE IN
 AH5363'CULVERT, STAMPED---TURKEY ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0749 ***********************************************************************
 EN0749  DESIGNATION -  TURKEY GAFFORD RANCH SILO
 EN0749  PID         -  EN0749
 EN0749  STATE/COUNTY-  TX/HALL
 EN0749  USGS QUAD   -  TURKEY (1981)
 EN0749
 EN0749                         *CURRENT SURVEY CONTROL
 EN0749  ___________________________________________________________________
 EN0749* NAD 83(1993)-  34 25 20.37560(N)    100 55 53.00959(W)     ADJUSTED  
 EN0749* NAVD 88     -                                                        
 EN0749  ___________________________________________________________________
 EN0749  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 EN0749  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EN0749
 EN0749  HORZ ORDER  -  THIRD
 EN0749
 EN0749.The horizontal coordinates were established by classical geodetic methods
 EN0749.and adjusted by the National Geodetic Survey in February 1996..
 EN0749
 EN0749
 EN0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0749
 EN0749.The geoid height was determined by GEOID03.
 EN0749
 EN0749;                    North         East     Units Scale Factor Converg.
 EN0749;SPC TX N     - 1,047,003.624   252,272.251   MT  1.00006055   +0 19 46.3
 EN0749;SPC TX N     - 3,435,044.39    827,663.21   sFT  1.00006055   +0 19 46.3
 EN0749;UTM  14      - 3,810,675.722   322,515.470   MT  0.99998829   -1 05 31.5
 EN0749
 EN0749                          SUPERSEDED SURVEY CONTROL
 EN0749
 EN0749  NAD 83(1993)-  34 25 20.37688(N)    100 55 53.00773(W) AD(       ) 4
 EN0749  NAD 83(1986)-  34 25 20.38066(N)    100 55 53.00312(W) AD(       ) 4
 EN0749  NAD 27      -  34 25 20.14662(N)    100 55 51.49669(W) AD(       ) 3
 EN0749
 EN0749.Superseded values are not recommended for survey control.
 EN0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0749.See file dsdata.txt to determine how the superseded data were derived.
 EN0749
 EN0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2251510676(NAD 83)
 EN0749_MARKER: 64 = SILO
 EN0749
 EN0749  HISTORY     - Date     Condition        Report By
 EN0749  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0749
 EN0749                          STATION DESCRIPTION
 EN0749
 EN0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0749'THE STATION IS THE CENTER OF THE TOP OF A 60 FOOT HIGH METAL SILO,
 EN0749'PAINTED BLACK, LOCATED AT THE GAFFORD RANCH, ABOUT 3 MILES NORTHWEST
 EN0749'OF TURKEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0746 ***********************************************************************
 EN0746  DESIGNATION -  TURKEY MEMPHIS COMP CO TANK
 EN0746  PID         -  EN0746
 EN0746  STATE/COUNTY-  TX/HALL
 EN0746  USGS QUAD   -  TURKEY (1981)
 EN0746
 EN0746                         *CURRENT SURVEY CONTROL
 EN0746  ___________________________________________________________________
 EN0746* NAD 83(1993)-  34 23 58.39196(N)    100 53 46.23306(W)     ADJUSTED  
 EN0746* NAVD 88     -                                                        
 EN0746  ___________________________________________________________________
 EN0746  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 EN0746  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0746
 EN0746  HORZ ORDER  -  THIRD
 EN0746
 EN0746.The horizontal coordinates were established by classical geodetic methods
 EN0746.and adjusted by the National Geodetic Survey in February 1996..
 EN0746
 EN0746
 EN0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0746
 EN0746.The geoid height was determined by GEOID03.
 EN0746
 EN0746;                    North         East     Units Scale Factor Converg.
 EN0746;SPC TX N     - 1,044,496.475   255,525.027   MT  1.00006746   +0 20 59.8
 EN0746;SPC TX N     - 3,426,818.85    838,335.03   sFT  1.00006746   +0 20 59.8
 EN0746;SPC TXNC     - 2,305,594.164   379,657.809   MT  1.00014953   -1 18 24.7
 EN0746;SPC TXNC     - 7,564,270.19  1,245,594.00   sFT  1.00014953   -1 18 24.7
 EN0746;UTM  14      - 3,808,088.863   325,704.784   MT  0.99997447   -1 04 17.5
 EN0746
 EN0746                          SUPERSEDED SURVEY CONTROL
 EN0746
 EN0746  NAD 83(1993)-  34 23 58.39317(N)    100 53 46.23112(W) AD(       ) 4
 EN0746  NAD 83(1986)-  34 23 58.39707(N)    100 53 46.22653(W) AD(       ) 4
 EN0746  NAD 27      -  34 23 58.15871(N)    100 53 44.71787(W) AD(       ) 3
 EN0746
 EN0746.Superseded values are not recommended for survey control.
 EN0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0746.See file dsdata.txt to determine how the superseded data were derived.
 EN0746
 EN0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2570508089(NAD 83)
 EN0746_MARKER: 53 = ELEVATED TANK
 EN0746
 EN0746  HISTORY     - Date     Condition        Report By
 EN0746  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0746
 EN0746                          STATION DESCRIPTION
 EN0746
 EN0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0746'STATION IS THE TOP CENTER OF THE TANK, LOCATED ABOUT 1/2 MILE NORTH
 EN0746'OF TURKEY AND AT THE WEST SIDE OF TWO LARGE METAL BUILDINGS.  THE
 EN0746'TANK IS PAINTED SILVER, 100 FEET HIGH AND SUPPORTED BY 4 STRUCTURAL
 EN0746'STEEL LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0747 ***********************************************************************
 EN0747  DESIGNATION -  TURKEY MUNICIPAL TANK
 EN0747  PID         -  EN0747
 EN0747  STATE/COUNTY-  TX/HALL
 EN0747  USGS QUAD   -  TURKEY (1981)
 EN0747
 EN0747                         *CURRENT SURVEY CONTROL
 EN0747  ___________________________________________________________________
 EN0747* NAD 83(1993)-  34 23 36.68588(N)    100 53 46.59919(W)     ADJUSTED  
 EN0747* NAVD 88     -                                                        
 EN0747  ___________________________________________________________________
 EN0747  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 EN0747  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0747
 EN0747  HORZ ORDER  -  THIRD
 EN0747
 EN0747.The horizontal coordinates were established by classical geodetic methods
 EN0747.and adjusted by the National Geodetic Survey in February 1996..
 EN0747
 EN0747
 EN0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0747
 EN0747.The geoid height was determined by GEOID03.
 EN0747
 EN0747;                    North         East     Units Scale Factor Converg.
 EN0747;SPC TX N     - 1,043,827.538   255,519.759   MT  1.00006932   +0 20 59.6
 EN0747;SPC TX N     - 3,424,624.18    838,317.74   sFT  1.00006932   +0 20 59.6
 EN0747;SPC TXNC     - 2,304,925.606   379,633.201   MT  1.00014705   -1 18 24.9
 EN0747;SPC TXNC     - 7,562,076.76  1,245,513.26   sFT  1.00014705   -1 18 24.9
 EN0747;UTM  14      - 3,807,420.326   325,682.927   MT  0.99997456   -1 04 17.1
 EN0747
 EN0747                          SUPERSEDED SURVEY CONTROL
 EN0747
 EN0747  NAD 83(1993)-  34 23 36.68721(N)    100 53 46.59739(W) AD(       ) 4
 EN0747  NAD 83(1986)-  34 23 36.69108(N)    100 53 46.59285(W) AD(       ) 4
 EN0747  NAD 27      -  34 23 36.45396(N)    100 53 45.08575(W) AD(       ) 3
 EN0747
 EN0747.Superseded values are not recommended for survey control.
 EN0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0747.See file dsdata.txt to determine how the superseded data were derived.
 EN0747
 EN0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2568307420(NAD 83)
 EN0747_MARKER: 53 = ELEVATED TANK
 EN0747
 EN0747  HISTORY     - Date     Condition        Report By
 EN0747  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0747
 EN0747                          STATION DESCRIPTION
 EN0747
 EN0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0747'STATION IS THE TOP CENTER OF THE TANK, LOCATED 0.1 MILE NORTHEAST OF
 EN0747'THE CENTER OF TOWN.  IT HAS TURKEY PAINTED ON THE SOUTH SIDE OF THE
 EN0747'TANK, WHICH IS PAINTED SILVER, 145 FEET HIGH AND SUPPORTED BY 4
 EN0747'STRUCTURAL STEEL LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5750 ***********************************************************************
 AW5750  DESIGNATION -  TURN
 AW5750  PID         -  AW5750
 AW5750  STATE/COUNTY-  TX/JEFFERSON
 AW5750  USGS QUAD   -  MUD LAKE (1994)
 AW5750
 AW5750                         *CURRENT SURVEY CONTROL
 AW5750  ___________________________________________________________________
 AW5750* NAD 83(1993)-  29 34 16.73694(N)    094 19 54.23368(W)     ADJUSTED  
 AW5750* NAVD 88     -         1.21   (+/-2cm)       4.0    (feet)  VERTCON   
 AW5750  ___________________________________________________________________
 AW5750  X           -    -419,335.862 (meters)                     COMP
 AW5750  Y           -  -5,535,980.440 (meters)                     COMP
 AW5750  Z           -   3,129,119.668 (meters)                     COMP
 AW5750  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW5750  ELLIP HEIGHT-         -25.90  (meters)          (06/17/02) GPS OBS
 AW5750  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW5750
 AW5750  HORZ ORDER  -  SECOND
 AW5750  VERT ORDER  -  THIRD ? (See Below)
 AW5750  ELLP ORDER  -  FIFTH     CLASS I
 AW5750
 AW5750.The horizontal coordinates were established by classical geodetic methods
 AW5750.and adjusted by the National Geodetic Survey in February 1996..
 AW5750
 AW5750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5750.The vertical order pertains to the NGVD 29 superseded value.
 AW5750
 AW5750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5750
 AW5750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5750
 AW5750.The ellipsoidal height was determined by GPS observations
 AW5750.and is referenced to NAD 83.
 AW5750
 AW5750.The geoid height was determined by GEOID03.
 AW5750
 AW5750;                    North         East     Units Scale Factor Converg.
 AW5750;SPC TXSC     - 4,201,640.489 1,052,169.021   MT  0.99987172   +2 17 13.4
 AW5750;SPC TXSC     -13,784,882.17  3,451,991.20   sFT  0.99987172   +2 17 13.4
 AW5750;UTM  15      - 3,272,025.137   371,003.126   MT  0.99980532   -0 39 26.3
 AW5750
 AW5750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5750!SPC TXSC     -   1.00000407  x   0.99987172  =   0.99987579
 AW5750!UTM  15      -   1.00000407  x   0.99980532  =   0.99980939
 AW5750
 AW5750|---------------------------------------------------------------------|
 AW5750| PID    Reference Object                     Distance      Geod. Az  |
 AW5750|                                                           dddmmss.s |
 AW5750| CV9499 TURN RM 2                            24.228 METERS 06703     |
 AW5750| AW5755 LANO                                APPROX. 4.9 KM 2462102.1 |
 AW5750| AW5759 HIGH IS PAN AM PETROL CO MAST       APPROX. 6.2 KM 2571748.2 |
 AW5750| AW5760 HIGH IS MECOM TRANSPORT CO MST      APPROX. 6.5 KM 2572459.4 |
 AW5750| AW5757 HIGH IS ST MATHEWS METH CHURCH      APPROX. 5.9 KM 2632011.9 |
 AW5750| CV9498 TURN RM 1                            26.000 METERS 33611     |
 AW5750|---------------------------------------------------------------------|
 AW5750
 AW5750                          SUPERSEDED SURVEY CONTROL
 AW5750
 AW5750  ELLIP H (02/16/96)  -25.82   (m)                       GP(       ) 5 1
 AW5750  NAD 83(1993)-  29 34 16.73629(N)    094 19 54.23361(W) AD(       ) 2
 AW5750  ELLIP H (01/21/93)  -25.80   (m)                       GP(       ) 4 2
 AW5750  NAD 83(1986)-  29 34 16.75767(N)    094 19 54.21341(W) AD(       ) 2
 AW5750  NAD 27      -  29 34 15.93520(N)    094 19 53.53360(W) AD(       ) 2
 AW5750  NGVD 29 (12/24/91)    1.21   (m)            4.0    (f) LEVELING    3  
 AW5750
 AW5750.Superseded values are not recommended for survey control.
 AW5750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5750.See file dsdata.txt to determine how the superseded data were derived.
 AW5750
 AW5750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN7100372025(NAD 83)
 AW5750_MARKER: DS = TRIANGULATION STATION DISK
 AW5750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5750_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5750+STABILITY: SURFACE MOTION
 AW5750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5750+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 AW5750
 AW5750  HISTORY     - Date     Condition        Report By
 AW5750  HISTORY     - 1934     MONUMENTED       CGS
 AW5750  HISTORY     - 1937     GOOD             CGS
 AW5750  HISTORY     - 1960     GOOD             CGS
 AW5750  HISTORY     - 1962     GOOD             CGS
 AW5750  HISTORY     - 1963     GOOD             CGS
 AW5750  HISTORY     - 1977     GOOD             NGS
 AW5750  HISTORY     - 19900221 GOOD
 AW5750
 AW5750                          STATION DESCRIPTION
 AW5750
 AW5750'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5750'STATION IS LOCATED ON THE SABINE PASS-GALVESTON BEACH ROAD,
 AW5750'3.8 MILES NE OF CUTOFF TO HIGH ISLAND, 1.5 MILES E OF JEFFERSON
 AW5750'COUNTY LINE, 0.2 MILE W OF PROMINENT CLUSTER OF LOW TREES
 AW5750'EXTENDING INSHORE FROM THE SHELL BEACH, AND 0.9 MILE W OF SMALL
 AW5750'SHACK ON BEACH ROAD.  IT IS 240 METERS INSHORE FROM THE
 AW5750'HIGH-WATER LINE.  201 METERS N OF WIRE FENCE ALONG ROAD.
 AW5750'THE HARD-SURFACED BEACH ROAD IN THIS VICINITY HAS BEEN
 AW5750'DESTROYED BY EROSION.  THE NEW ROAD IS TO PARALLEL THE BEACH
 AW5750'FARTHER INSHORE.
 AW5750'
 AW5750'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 6-INCH
 AW5750'CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE GROUND.  IT IS
 AW5750'STAMPED TURN 1934.
 AW5750'
 AW5750'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 AW5750'6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE GROUND.
 AW5750'IT IS STAMPED R.M. 1 1934.
 AW5750'
 AW5750'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 AW5750'6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE GROUND.
 AW5750'IT IS STAMPED R.M. 2 1934.
 AW5750
 AW5750                          STATION RECOVERY (1937)
 AW5750
 AW5750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW5750'STATION IS ABOUT 342 METERS W OF PROMINENT LINE OF SALT WATER
 AW5750'CEDARS EXTENDING INSHORE FROM THE SHELL BEACH.  IT IS 232 METERS
 AW5750'INSHORE FROM HIGH-WATER LINE AND 170 METERS N OF CENTER LINE OF
 AW5750'PAVED BEACH ROAD.
 AW5750'
 AW5750'AN OLD TRIPOD WAS STANDING OVER STATION WHEN VISITED.
 AW5750
 AW5750                          STATION RECOVERY (1960)
 AW5750
 AW5750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5750'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 AW5750'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  REVISED
 AW5750'DESCRIPTIONS FOLLOWS.  STATION IS LOCATED ON NORTHERLY SIDE OF
 AW5750'STATE HIGHWAY 87, 3.8 MILES NORTHEAST OF THE INTERSECTION OF
 AW5750'STATE HIGHWAYS 87 AND 124 AT HIGH ISLAND, 1.5 MILES NORTHEAST
 AW5750'OF A JEFFERSON-CHAMBERS COUNTY LINE MARKER AND 0.2 MILE WEST OF
 AW5750'A PROMINENT GROWTH OF LOW TREES ALONG A FENCE.  STATION IS ON
 AW5750'LOW, GRASSY RANCH LAND AND 526 FEET NORTH OF THE FENCE
 AW5750'PARALLELING THE HIGHWAY.  A STANDARD DISK STAMPED TURN 1934 IN
 AW5750'TOP OF A 6 INCH TILE FILLED WITH CEMENT AND PROJECTING 4
 AW5750'INCHES ABOVE GROUND.
 AW5750'
 AW5750'R.M. 1 IS NORTH OF THE STATION.  A STANDARD DISK STAMPED R.M.
 AW5750'1 1934 IN TOP OF A 6 INCH TILE FILLED WITH CEMENT AND FLUSH WITH
 AW5750'THE GROUND.
 AW5750'
 AW5750'R.M. 2 IS EAST OF THE STATION.  A STANDARD DISK STAMPED R.M. 2
 AW5750'1934 IN TOP OF A 6 INCH TILE FILLED WITH CEMENT AND PROJECTING
 AW5750'4 INCHES ABOVE GROUND.
 AW5750
 AW5750                          STATION RECOVERY (1962)
 AW5750
 AW5750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SLH)
 AW5750'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 AW5750'NOT SEARCHED FOR.  THE RECOVERY NOTE BY J.K.W. IN 1960 IS
 AW5750'ADEQUATE WITH THE FOLLOWING EXCEPTIONS--HIGHWAY 87 AND THE FENCE
 AW5750'REFERRED TO IN THE NOTE WAS DESTROYED BY HURRICANE CARLA IN 1961.
 AW5750'A NEW HIGHWAY IS UNDER CONSTRUCTION.
 AW5750
 AW5750                          STATION RECOVERY (1963)
 AW5750
 AW5750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5750'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AW5750'AND FOUND TO BE IN GOOD CONDITION, ADDITIONAL INFORMATION FOLLOWS.
 AW5750'
 AW5750'THE STATION IS 1.6 FEET SOUTH OF A 3 INCH DIAMETER CREOSOTE
 AW5750'WOOD WITNESS POST AND SIGN.
 AW5750'
 AW5750'REFERENCE MARK 1 IS 85.5 FEET NORTH OF A 3 INCH DIAMETER CREOSOTE
 AW5750'WOOD WITNESS POST AND SIGN.
 AW5750'
 AW5750'REFERENCE MARK 2 IS 85.0 FEET EAST OF A 3 INCH DIAMETER CREOSOTE
 AW5750'WOOD WITNESS POST AND SIGN.
 AW5750'
 AW5750'BENCH MARK F1014 IS A STANDARD DISK STAMPED F1014 RESET 1962,
 AW5750'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTS 3-1/2
 AW5750'INCHES ABOVE GROUND.  IT IS 1.1 FEET WEST OF A STANDARD METAL
 AW5750'WITNESS POST.  49.5 FEET NORTH OF A EAST-WEST FENCE LINE.
 AW5750'67.4 FEET NORTHWEST OF A FENCE GATE.
 AW5750'
 AW5750'BENCH MARK Q1134 IS A STANDARD DISK STAMPED Q1134 RESET 1962,
 AW5750'SET IN A 10 X 10 SQUARE CONCRETE MONUMENT, PROJECTS 3 INCHES
 AW5750'ABOVE GROUND.  IT IS 2.0 FEET SOUTH OF A STANDARD METAL WITNESS
 AW5750'POST.  122 FEET NORTH OF A FENCE.  158 FEET NORTH OF STATE
 AW5750'HIGHWAY 87.
 AW5750'
 AW5750'BENCH MARK E1014 IS A STANDARD DISK STAMPED E1014 RESET 1962,
 AW5750'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTS
 AW5750'3 INCHES ABOVE GROUND.  IT IS 1.5 FEET WEST OF A STANDARD METAL
 AW5750'WITNESS POST.  103 FEET WEST OF A FENCE LINE.  123 FEET NORTH
 AW5750'OF THE CENTERLINE OF STATE HIGHWAY 87.
 AW5750'
 AW5750'T.J. MILLS, BUILDING FOREMAN
 AW5750'
 AW5750'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 AW5750
 AW5750                          STATION RECOVERY (1977)
 AW5750
 AW5750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW5750'STATION MARK WAS RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE
 AW5750'REFERENCE MARKS AND BENCH MARK USED FOR AZIMUTH MARK, BUT WERE NOT
 AW5750'RECOVERED.  THE 1963 DESCRIPTION IS ADEQUATE.
 AW5750'
 AW5750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NE
 AW5750'OD HIGH ISLAND.
 AW5750
 AW5750                          STATION RECOVERY (1990)
 AW5750
 AW5750'RECOVERED 1990
 AW5750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6301 ***********************************************************************
 AW6301  DESIGNATION -  TURN 1930
 AW6301  PID         -  AW6301
 AW6301  STATE/COUNTY-  TX/HARRIS
 AW6301  USGS QUAD   -  LA PORTE (1982)
 AW6301
 AW6301                         *CURRENT SURVEY CONTROL
 AW6301  ___________________________________________________________________
 AW6301* NAD 83(1993)-  29 40 57.76650(N)    095 00 49.76500(W)     ADJUSTED  
 AW6301* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6301  ___________________________________________________________________
 AW6301  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AW6301  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6301
 AW6301  HORZ ORDER  -  THIRD
 AW6301
 AW6301.The horizontal coordinates were established by classical geodetic methods
 AW6301.and adjusted by the National Geodetic Survey in February 1996..
 AW6301
 AW6301.The orthometric height was scaled from a topographic map.
 AW6301
 AW6301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6301
 AW6301.The geoid height was determined by GEOID03.
 AW6301
 AW6301;                    North         East     Units Scale Factor Converg.
 AW6301;SPC TXSC     - 4,211,535.129   985,708.549   MT  0.99988160   +1 57 10.4
 AW6301;SPC TXSC     -13,817,344.84  3,233,945.46   sFT  0.99988160   +1 57 10.4
 AW6301;UTM  15      - 3,285,324.476   305,135.895   MT  1.00006854   -0 59 51.2
 AW6301
 AW6301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6301!SPC TXSC     -   1.00000332  x   0.99988160  =   0.99988492
 AW6301!UTM  15      -   1.00000332  x   1.00006854  =   1.00007186
 AW6301
 AW6301                          SUPERSEDED SURVEY CONTROL
 AW6301
 AW6301  NAD 83(1986)-  29 40 57.78279(N)    095 00 49.74583(W) AD(       ) 3
 AW6301  NAD 27      -  29 40 56.95858(N)    095 00 49.00151(W) AD(       ) 3
 AW6301
 AW6301.Superseded values are not recommended for survey control.
 AW6301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6301.See file dsdata.txt to determine how the superseded data were derived.
 AW6301
 AW6301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0513685324(NAD 83)
 AW6301_MARKER: X = CHISELED CROSS
 AW6301_SETTING: 0 = UNSPECIFIED SETTING
 AW6301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6301
 AW6301  HISTORY     - Date     Condition        Report By
 AW6301  HISTORY     - 1930     MONUMENTED       CGS
 AW6301  HISTORY     - 1952     GOOD             CGS
 AW6301  HISTORY     - 1961     MARK NOT FOUND   CGS
 AW6301  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6301  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW6301
 AW6301                          STATION DESCRIPTION
 AW6301
 AW6301'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6301'STATION IS LOCATED AT THE HEAD OF THE BARBER DEVELOPMENT TURNING
 AW6301'BASIN ON TOP OF A STEEP 25-FOOT BANK EXTENDING ALONG THE S
 AW6301'SHORE OF SAN JACINTO BAY.  THE CENTER LINE OF CLAY DUMPS ON
 AW6301'THE N SIDE OF TURNING BASIN LINES UP 16 METERS N OF STATION.
 AW6301'THE STEEP BANK MAKES A SHARP TURN AROUND TO THE S OF THE
 AW6301'DEVELOPMENT AT THE STATION.  THERE IS A LOW HOUSE AND 2 CEDARS
 AW6301'AT 155 METERS (PACED), S 06 DEG E.  LOCALITY - MORGAN
 AW6301'POINT.
 AW6301'
 AW6301'STATION IS MARKED BY A CROSS CUT IN THE END OF A 1/2-INCH
 AW6301'BRASS ROD SET IN A 4-INCH-SQUARE CONCRETE POST EXTENDING 3
 AW6301'INCHES ABOVE THE GROUND.
 AW6301'
 AW6301'REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AW6301'POSTS.
 AW6301'
 AW6301'REFERENCE MARK 1 IS 23.320 METERS FROM STATION N 87 DEG 30 MIN W.
 AW6301'
 AW6301'REFERENCE MARK 2 IS 23.165 METERS FROM STATION S 43 DEG 30 MIN E.
 AW6301
 AW6301                          STATION RECOVERY (1952)
 AW6301
 AW6301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6301'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AW6301'THE TOP OF REFERENCE MARK 2 HAS BEEN BROKEN OFF AND THE DISK
 AW6301'LOST BUT THE REMAINDER OF THE MARK IS SOLIDLY IN POSITION AND
 AW6301'THE DISTANCE AND DIRECTION CHECK.
 AW6301'
 AW6301'THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE LOW HOUSE AND TWO
 AW6301'CEDARS WHICH NO LONGER EXIST.
 AW6301'
 AW6301'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 225 AND 146 AT
 AW6301'THE SMALL TRAFFIC CIRCLE IN LA PORTE, TRAVEL NE ON HIGHWAY 146
 AW6301'APPROXIMATELY 0.6 MILE TO LOBIT STREET, TURN N ON THIS STREET
 AW6301'AND TRAVEL APPROXIMATELY 0.5 MILE TO THE TURNING BASIN.  FOLLOW
 AW6301'HIGH BANKS AND DESCRIPTION W AND NW TO THE STATION.  A 4- BY
 AW6301'4-INCH WOODEN WITNESS POST WAS SET 2 FEET S OF THE STATION.
 AW6301
 AW6301                          STATION RECOVERY (1961)
 AW6301
 AW6301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6301'LOST.  THE AREA WAS SEARCHED BUT NONE OF THE MARKS WERE
 AW6301'FOUND.  THE SITE IS NOW OCCUPIED BY A GAS REFINERY AND EXTENSIVE
 AW6301'GRADING AND LEVELING HAS TAKEN PLACE.  IT IS BELIEVED THAT ALL
 AW6301'MARKS WERE DESTROYED WHEN THE PLANT WAS CONSTRUCTED.
 AW6301
 AW6301                          STATION RECOVERY (1997)
 AW6301
 AW6301'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6301'MARK NOT FOUND.
 AW6301
 AW6301                          STATION RECOVERY (2005)
 AW6301
 AW6301'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0923 ***********************************************************************
 CB0923  DESIGNATION -  TURN ABANDONED
 CB0923  PID         -  CB0923
 CB0923  STATE/COUNTY-  TX/IRION
 CB0923  USGS QUAD   -  DOG CREEK (1987)
 CB0923
 CB0923                         *CURRENT SURVEY CONTROL
 CB0923  ___________________________________________________________________
 CB0923* NAD 83(1993)-  31 31 12.98842(N)    100 48 52.88759(W)     ADJUSTED  
 CB0923* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 CB0923  ___________________________________________________________________
 CB0923  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CB0923  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CB0923
 CB0923  HORZ ORDER  -  THIRD
 CB0923
 CB0923.The horizontal coordinates were established by classical geodetic methods
 CB0923.and adjusted by the National Geodetic Survey in February 1996..
 CB0923
 CB0923.The orthometric height was scaled from a topographic map.
 CB0923
 CB0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0923
 CB0923.The geoid height was determined by GEOID03.
 CB0923
 CB0923;                    North         East     Units Scale Factor Converg.
 CB0923;SPC TX C     - 3,205,584.364   654,283.456   MT  0.99992262   -0 14 52.5
 CB0923;SPC TX C     -10,516,988.03  2,146,594.97   sFT  0.99992262   -0 14 52.5
 CB0923;UTM  14      - 3,488,690.606   327,693.139   MT  0.99996620   -0 56 56.2
 CB0923
 CB0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0923!SPC TX C     -   0.99988835  x   0.99992262  =   0.99981098
 CB0923!UTM  14      -   0.99988835  x   0.99996620  =   0.99985455
 CB0923
 CB0923:                Primary Azimuth Mark                     Grid Az
 CB0923:SPC TX C     -  MCCRARY                                  010 08 06.5
 CB0923:UTM  14      -  MCCRARY                                  010 50 10.2
 CB0923
 CB0923|---------------------------------------------------------------------|
 CB0923| PID    Reference Object                     Distance      Geod. Az  |
 CB0923|                                                           dddmmss.s |
 CB0923| CB0921 MCCRARY                             APPROX. 6.9 KM 0095314.0 |
 CB0923| CB0900 LOPEZ                               APPROX.20.0 KM 1902437.1 |
 CB0923|---------------------------------------------------------------------|
 CB0923
 CB0923                          SUPERSEDED SURVEY CONTROL
 CB0923
 CB0923  NAD 83(1986)-  31 31 12.99528(N)    100 48 52.87369(W) AD(       ) 3
 CB0923  NAD 27      -  31 31 12.43724(N)    100 48 51.49725(W) AD(       ) 3
 CB0923
 CB0923.Superseded values are not recommended for survey control.
 CB0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0923.See file dsdata.txt to determine how the superseded data were derived.
 CB0923
 CB0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV2769388691(NAD 83)
 CB0923_MARKER: W = UNMONUMENTED
 CB0923_SETTING: 0 = UNSPECIFIED SETTING
 CB0923
 CB0923  HISTORY     - Date     Condition        Report By
 CB0923  HISTORY     - 1971     MONUMENTED       USGS
 CB0923
 CB0923                          STATION DESCRIPTION
 CB0923
 CB0923'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0923'ABANDONED DUE TO MONUMENTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1042 ***********************************************************************
 CA1042  DESIGNATION -  TURNER
 CA1042  PID         -  CA1042
 CA1042  STATE/COUNTY-  TX/BROWN
 CA1042  USGS QUAD   -  LAKE BROWNWOOD (1987)
 CA1042
 CA1042                         *CURRENT SURVEY CONTROL
 CA1042  ___________________________________________________________________
 CA1042* NAD 83(1993)-  31 50 26.68073(N)    099 06 19.20087(W)     ADJUSTED  
 CA1042* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 CA1042  ___________________________________________________________________
 CA1042  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CA1042  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CA1042
 CA1042  HORZ ORDER  -  THIRD
 CA1042
 CA1042.The horizontal coordinates were established by classical geodetic methods
 CA1042.and adjusted by the National Geodetic Survey in February 1996..
 CA1042
 CA1042.The orthometric height was scaled from a topographic map.
 CA1042
 CA1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1042
 CA1042.The geoid height was determined by GEOID03.
 CA1042
 CA1042;                    North         East     Units Scale Factor Converg.
 CA1042;SPC TX C     - 3,241,659.470   816,234.015   MT  0.99998884   +0 37 57.0
 CA1042;SPC TX C     -10,635,344.44  2,677,927.76   sFT  0.99998884   +0 37 57.0
 CA1042;UTM  14      - 3,522,788.494   490,033.520   MT  0.99960123   -0 03 20.1
 CA1042
 CA1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1042!SPC TX C     -   0.99993266  x   0.99998884  =   0.99992150
 CA1042!UTM  14      -   0.99993266  x   0.99960123  =   0.99953391
 CA1042
 CA1042|---------------------------------------------------------------------|
 CA1042| PID    Reference Object                     Distance      Geod. Az  |
 CA1042|                                                           dddmmss.s |
 CA1042| CV5662 TURNER RM 1                          18.910 METERS 07346     |
 CA1042| CA1041 TURNER 2                              4.222 METERS 07405     |
 CA1042| CA1040 SHORT                               APPROX. 3.4 KM 1600103.3 |
 CA1042| CV5663 TURNER RM 2                          24.235 METERS 33741     |
 CA1042|---------------------------------------------------------------------|
 CA1042
 CA1042                          SUPERSEDED SURVEY CONTROL
 CA1042
 CA1042  NAD 83(1986)-  31 50 26.68998(N)    099 06 19.18716(W) AD(       ) 3
 CA1042  NAD 27      -  31 50 26.15100(N)    099 06 17.98900(W) AD(       ) 3
 CA1042
 CA1042.Superseded values are not recommended for survey control.
 CA1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1042.See file dsdata.txt to determine how the superseded data were derived.
 CA1042
 CA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9003422788(NAD 83)
 CA1042_MARKER: DS = TRIANGULATION STATION DISK
 CA1042_SETTING: 0 = UNSPECIFIED SETTING
 CA1042
 CA1042  HISTORY     - Date     Condition        Report By
 CA1042  HISTORY     - 1944     MONUMENTED       CGS
 CA1042  HISTORY     - 1965     GOOD             CGS
 CA1042
 CA1042                          STATION DESCRIPTION
 CA1042
 CA1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1042'STATION IS LOCATED ABOUT 11 MILES NW OF BROWNWOOD, 9 MILES
 CA1042'NNE OF BANGS, AND 2.5 MILES NE OF THRIFTY.  THE MARK IS 0.6
 CA1042'MILE NW OF THE LAKE BROWNWOOD BRIDGE, AT THE TOP OF THE HILL,
 CA1042'AND 0.5 MILE NW OF A SIGN BOATS AND BAIT.  IT IS ON THE NE
 CA1042'SIDE OF STATE HIGHWAY 279, 50 FEET NE OF THE CENTER LINE OF
 CA1042'THE ROAD, AND 4 FEET NE OF THE ROAD FENCE.  IT IS STAMPED
 CA1042'TURNER 1944 AND PROJECTS ABOUT 4 INCHES.
 CA1042'
 CA1042'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA1042'DISKS SET IN CONCRETE.
 CA1042'
 CA1042'REFERENCE MARK 1 IS E OF THE STATION, 60 FEET NE OF THE ROAD
 CA1042'FENCE, PROJECTS ABOUT 5 INCHES, AND IS STAMPED TURNER NO 1
 CA1042'1944.
 CA1042'
 CA1042'REFERENCE MARK 2 IS NW OF THE STATION, 50 FEET NE OF THE
 CA1042'CENTER LINE OF THE ROAD, AND 1 FOOT NE OF THE ROAD FENCE.
 CA1042'IT IS STAMPED TURNER NO 2 1944 AND PROJECTS ABOUT 5 INCHES.
 CA1042'
 CA1042'AZIMUTH MARK IS 0.25 MILE NW OF THE STATION, 50 FEET SW
 CA1042'OF THE CENTER LINE OF THE ROAD, AND IN THE ROAD FENCE LINE.
 CA1042'IT IS STAMPED TURNER 1944 AND PROJECTS ABOUT 5 INCHES.
 CA1042'
 CA1042'TO REACH THE STATION FROM BROWNWOOD AT THE INTERSECTION OF
 CA1042'U.S. HIGHWAYS 67 AND 283, GO W ON U.S. HIGHWAY 67 FOR 0.75
 CA1042'MILE TO THE JUNCTION WITH STATE HIGHWAY 279.  GO N ON HIGHWAY
 CA1042'279 FOR 11.9 MILES TO THE STEEL BRIDGE OVER LAKE BROWNWOOD,
 CA1042'CONTINUE ON THE HIGHWAY FOR 0.6 MILE TO THE TOP OF THE HILL
 CA1042'AND STATION.
 CA1042'
 CA1042'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CA1042
 CA1042                          STATION RECOVERY (1965)
 CA1042
 CA1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 CA1042'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CA1042'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AT
 CA1042'THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT, THE STATION SURFACE
 CA1042'MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE DESTROYED
 CA1042'TO CLEAR THE AREA FOR CONSTRUCTION TO WIDEN STATE HIGHWAY
 CA1042'279.  A NEW STATION TURNER 2 1965 WAS ESTABLISHED BY TRAVERSE
 CA1042'FROM TURNER, DISTANCE BEING 4.226 METERS (13.86 FEET) EAST
 CA1042'FROM STATION TURNER.  THE UNDER GROUND STATION MARK WAS
 CA1042'LEFT INTACT, BUT THE MARK MAY BE DESTROYED WHEN THE HIGHWAY
 CA1042'IS TO BE WIDENED.
 CA1042'
 CA1042'THE SURFACE STATION DISK, REFERENCE MARK NO. 2 DISK, AND
 CA1042'AZIMUTH MARK DISK WAS SALVAGED FROM THE CONCRETE POSTS 7/28/65.
 CA1042'REFERENCE MARK NO. 1 WAS USED TO SERVE AS A REFERENCE MARK
 CA1042'FOR TURNER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0916 ***********************************************************************
 CB0916  DESIGNATION -  TURNER
 CB0916  PID         -  CB0916
 CB0916  STATE/COUNTY-  TX/TOM GREEN
 CB0916  USGS QUAD   -  CARLSBAD (1984)
 CB0916
 CB0916                         *CURRENT SURVEY CONTROL
 CB0916  ___________________________________________________________________
 CB0916* NAD 83(1993)-  31 35 19.67862(N)    100 43 49.90531(W)     ADJUSTED  
 CB0916* NAVD 88     -       719.2    (meters)    2360.     (feet)  VERTCON   
 CB0916  ___________________________________________________________________
 CB0916  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CB0916  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CB0916
 CB0916  HORZ ORDER  -  THIRD
 CB0916
 CB0916.The horizontal coordinates were established by classical geodetic methods
 CB0916.and adjusted by the National Geodetic Survey in February 1996..
 CB0916
 CB0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0916
 CB0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0916
 CB0916.The geoid height was determined by GEOID03.
 CB0916
 CB0916;                    North         East     Units Scale Factor Converg.
 CB0916;SPC TX C     - 3,213,150.199   662,303.737   MT  0.99993414   -0 12 16.5
 CB0916;SPC TX C     -10,541,810.28  2,172,908.18   sFT  0.99993414   -0 12 16.5
 CB0916;UTM  14      - 3,496,157.825   335,805.630   MT  0.99993252   -0 54 24.1
 CB0916
 CB0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0916!SPC TX C     -   0.99989088  x   0.99993414  =   0.99982503
 CB0916!UTM  14      -   0.99989088  x   0.99993252  =   0.99982341
 CB0916
 CB0916:                Primary Azimuth Mark                     Grid Az
 CB0916:SPC TX C     -  MUNN                                     100 27 03.9
 CB0916:UTM  14      -  MUNN                                     101 09 11.5
 CB0916
 CB0916|---------------------------------------------------------------------|
 CB0916| PID    Reference Object                     Distance      Geod. Az  |
 CB0916|                                                           dddmmss.s |
 CB0916| CB0915 MUNN                                APPROX. 2.6 KM 1001447.4 |
 CB0916| CB0920 WATER                               APPROX.12.3 KM 3504603.7 |
 CB0916|---------------------------------------------------------------------|
 CB0916
 CB0916                          SUPERSEDED SURVEY CONTROL
 CB0916
 CB0916  NAD 83(1986)-  31 35 19.68546(N)    100 43 49.89131(W) AD(       ) 3
 CB0916  NAD 27      -  31 35 19.13017(N)    100 43 48.52388(W) AD(       ) 3
 CB0916  NGVD 29 (07/19/86)  719.0    (m)         2359.     (f) VERT ANG       
 CB0916
 CB0916.Superseded values are not recommended for survey control.
 CB0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0916.See file dsdata.txt to determine how the superseded data were derived.
 CB0916
 CB0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV3580696158(NAD 83)
 CB0916_MARKER: DD = SURVEY DISK
 CB0916_SETTING: 66 = SET IN ROCK OUTCROP
 CB0916_SP_SET: SET IN BEDROCK
 CB0916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0916+STABILITY: POSITION/ELEVATION WELL
 CB0916
 CB0916  HISTORY     - Date     Condition        Report By
 CB0916  HISTORY     - 1955     MONUMENTED       USGS
 CB0916
 CB0916                          STATION DESCRIPTION
 CB0916
 CB0916'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CB0916'STATION IS LOCATED ABOUT 5.0 MI. (AIRLINE) S. OF WATER VALLEY AND
 CB0916'ABOUT 5.0 MI. (AIRLINE) SW. OF CARLSBAD, ON THE HIGHEST POINT OF A
 CB0916'ROUND HILL.
 CB0916'
 CB0916'TO REACH FROM THE CARLSBAD POST OFFICE, GO E. ON U.S. HIGHWAY 87 FOR
 CB0916'0.2 MI. TO CROSSROADS, TAKE RIGHT FORK S. AND GO 1.0 MI. TO FORKS,
 CB0916'TAKE RIGHT FORK W. AND GO 1.1 MI. TO FORKS, TAKE RIGHT FORK W. AND
 CB0916'GO 2.5 MI. TO FORKS, TAKE RIGHT FORK W. AND GO 1.6 MI. TO TRACK RD.
 CB0916'SW., GO LEFT (SW.) ON TRACK RD. FOR 0.2 MI. TO IRON GATE, PASS
 CB0916'THROUGH GATE AND CONTINUE ON W. FOR 0.8 MI. TO FORKS (ABOUT 100
 CB0916'YDS. S. OF A WINDMILL), TAKE LEFT FORK S. AND GO 0.5 MI., LEAVE
 CB0916'RD. AND DRIVE ACROSS COUNTRY TO E-SE. FOR 0.55 MI. TO HIGHEST
 CB0916'POINT OF HILL AND STATION.
 CB0916'
 CB0916'STATION MARK--STANDARD TABLET, STAMPED ---TURNER 1955---, AND SET
 CB0916'IN BEDROCK.
 CB0916'
 CB0916'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1021 ***********************************************************************
 BM1021  DESIGNATION -  TURNER
 BM1021  PID         -  BM1021
 BM1021  STATE/COUNTY-  TX/WASHINGTON
 BM1021  USGS QUAD   -  BURTON (1989)
 BM1021
 BM1021                         *CURRENT SURVEY CONTROL
 BM1021  ___________________________________________________________________
 BM1021* NAD 83(1993)-  30 13 21.56638(N)    096 35 00.66439(W)     ADJUSTED  
 BM1021* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 BM1021  ___________________________________________________________________
 BM1021  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BM1021  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BM1021
 BM1021  HORZ ORDER  -  FIRST
 BM1021
 BM1021.The horizontal coordinates were established by classical geodetic methods
 BM1021.and adjusted by the National Geodetic Survey in February 1996..
 BM1021
 BM1021.The orthometric height was scaled from a topographic map.
 BM1021
 BM1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1021
 BM1021.The geoid height was determined by GEOID03.
 BM1021
 BM1021;                    North         East     Units Scale Factor Converg.
 BM1021;SPC TX C     - 3,067,719.382 1,060,917.370   MT  0.99997340   +1 55 53.0
 BM1021;SPC TX C     -10,064,676.01  3,480,693.07   sFT  0.99997340   +1 55 53.0
 BM1021;SPC TXSC     - 4,267,213.719   832,614.621   MT  0.99998304   +1 11 01.9
 BM1021;SPC TXSC     -14,000,017.01  2,731,669.80   sFT  0.99998304   +1 11 01.9
 BM1021;UTM  14      - 3,345,927.676   732,576.327   MT  1.00026739   +1 13 00.9
 BM1021
 BM1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1021!SPC TX C     -   0.99997924  x   0.99997340  =   0.99995264
 BM1021!SPC TXSC     -   0.99997924  x   0.99998304  =   0.99996228
 BM1021!UTM  14      -   0.99997924  x   1.00026739  =   1.00024663
 BM1021
 BM1021:                Primary Azimuth Mark                     Grid Az
 BM1021:SPC TX C     -  LYONS E J KNESEK COT OIL CO TK           004 17 11.7
 BM1021:SPC TXSC     -  LYONS E J KNESEK COT OIL CO TK           005 02 02.8
 BM1021:UTM  14      -  LYONS E J KNESEK COT OIL CO TK           005 00 03.8
 BM1021
 BM1021|---------------------------------------------------------------------|
 BM1021| PID    Reference Object                     Distance      Geod. Az  |
 BM1021|                                                           dddmmss.s |
 BM1021| BM1013 LYONS E J KNESEK COT OIL CO TK      APPROX.18.4 KM 0061304.7 |
 BM1021| BM1017 SOMERVILLE MUNICIPAL TANK           APPROX.14.6 KM 0214229.6 |
 BM1021| BM0993 SALEM EVAN LUTHERAN CH SPIRE        APPROX.19.8 KM 1241455.0 |
 BM1021| CV8523 TURNER RM 1                          63.697 METERS 15329     |
 BM1021| CV8522 TURNER AZ MK 2                                     1684430.7 |
 BM1021| CV8521 TURNER AZ MK                                       1684839.8 |
 BM1021| CV8524 TURNER RM 2                          35.626 METERS 21726     |
 BM1021| CV8525 TURNER RM 3                          23.813 METERS 29510     |
 BM1021|---------------------------------------------------------------------|
 BM1021
 BM1021                          SUPERSEDED SURVEY CONTROL
 BM1021
 BM1021  NAD 83(1986)-  30 13 21.58286(N)    096 35 00.64809(W) AD(       ) 1
 BM1021  NAD 27      -  30 13 20.81600(N)    096 34 59.75000(W) AD(       ) 1
 BM1021
 BM1021.Superseded values are not recommended for survey control.
 BM1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1021.See file dsdata.txt to determine how the superseded data were derived.
 BM1021
 BM1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU3257645928(NAD 83)
 BM1021_MARKER: DS = TRIANGULATION STATION DISK
 BM1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1021
 BM1021  HISTORY     - Date     Condition        Report By
 BM1021  HISTORY     - 1935     MONUMENTED       CGS
 BM1021  HISTORY     - 1937     GOOD             TXHD
 BM1021  HISTORY     - 1948     SEE DESCRIPTION  TXHD
 BM1021  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BM1021  HISTORY     - 1960     GOOD             CGS
 BM1021  HISTORY     - 1971     GOOD             USGS
 BM1021  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM1021
 BM1021                          STATION DESCRIPTION
 BM1021
 BM1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1021'THIS STATION IS ABOUT 3-1/2 MILES N OF BURTON, 12 MILES NW
 BM1021'OF BRENHEN, AND 8 MILES SW OF SOMERVILLE, ON LAND OWNED BY
 BM1021'THE TURNER ESTATE.  MARK IS SET IN PASTURE W OF THE HOUSE,
 BM1021'16 FEET W OF THE W CORNER OF THE BARN LOT, 31 FEET S OF A
 BM1021'10-INCH OAK TREE, WITH TRIANGULAR BLAZE, AND 70 FEET WSW OF
 BM1021'THE W CORNER OF THE BARN.  MARK PROJECTS 8 INCHES.
 BM1021'
 BM1021'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BM1021'SET IN CONCRETE.
 BM1021'
 BM1021'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 BM1021'IN A DEPRESSION, IN BEDROCK.
 BM1021'
 BM1021'REFERENCE MARK NO. 1 IS S OF THE STATION, 8 FEET E OF A 3-FOOT
 BM1021'LIVE OAK, 8 FEET W OF A 3-FOOT LIVE OAK, AND 150 FEET SW OF
 BM1021'THE FENCE ON THE SW SIDE OF THE HOUSE, AND PROJECTS 6 INCHES.
 BM1021'
 BM1021'REFERENCE MARK NO. 2 IS SW OF THE STATION, AT THE W EDGE OF
 BM1021'THE PASTURE, AND 9 FEET W OF A 20-INCH OAK, AND PROJECTS 8
 BM1021'INCHES.
 BM1021'
 BM1021'AZIMUTH MARK IS SSW OF THE STATION, 1 FOOT SW OF THE FENCE
 BM1021'LINE, AND 18 FEET NE OF THE CENTER LINE OF THE ROAD, AND
 BM1021'PROJECTS 12 INCHES.
 BM1021'
 BM1021'TO REACH STATION FROM BURTON, GO N ON BURTON-GAY HILL ROAD,
 BM1021'FROM CENTER OF TOWN AT POINT WHERE TEXAS ROUTE 20 MAKES RIGHT
 BM1021'TURN, 0.25 MILE TO RIGHT TURN, THENCE RIGHT 2.7 MILES TO T-ROAD,
 BM1021'THENCE LEFT 0.5 MILE TO GATE AND CATTLE GUARD AT RIGHT, THENCE
 BM1021'RIGHT 0.4 MILE TO HOUSE AND STATION.
 BM1021'
 BM1021'ALL LIGHTS COME INTO VIEW AT 42 FEET.
 BM1021
 BM1021                          STATION RECOVERY (1937)
 BM1021
 BM1021'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1021'DESCRIPTION SATISFACTORY.  STATION, REFERENCE AND AZIMUTH
 BM1021'MARKS RECOVERED IN GOOD CONDITION.
 BM1021
 BM1021                          STATION RECOVERY (1948)
 BM1021
 BM1021'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1948 (BH)
 BM1021'ALL MARKS EXCEPT SURFACE MARK WERE FOUND IN GOOD CONDITION.
 BM1021'
 BM1021'PROPERTY OWNERSHIP HAS CHANGED SINCE 1935.  CHANGES AND
 BM1021'IMPROVEMENTS HAVE BEEN MADE ON PREMISES TO SUCH EXTENT THAT
 BM1021'DESCRIPTION OF LOCATION OF STATION DOES NOT APPLY NOW.  10
 BM1021'INCH OAK TREE WITH TRIANGULAR BLAZE HAS BEEN REMOVED, AS
 BM1021'HAVE OTHER OBJECTS MENTIONED.
 BM1021'
 BM1021'SURFACE MARK FOUND OUT OF GROUND AND OVER NEXT TO FENCE
 BM1021'ABOUT 50 FT. FROM FROM ITS TRUE POSITION.  THOSE QUESTIONED
 BM1021'SEEMED NOT TO KNOW WHY OR WHEN IT WAS REMOVED.  AFTER
 BM1021'CONSIDERABLE DIGGING, THE UNDERGROUND MARK WAS FOUND.  IT COULD
 BM1021'NOT BE FOUND OTHERWISE, AS NEW IMPROVEMENTS OBSTRUCTED VIEW
 BM1021'AND MEASUREMENTS.  BY MEANS OF A TRIPOD AND PLUMB-BOB, WE
 BM1021'RESET THE SURFACE MARK DIRECTLY OVER THE UNDERGROUND MARK,
 BM1021'AND TAMPED EARTH AROUND IT.
 BM1021'
 BM1021'THE AZIMUTH MARK ALSO IS NOT VISIBLE FROM STATION, SO WE HAD
 BM1021'TO ESTABLISH THE MERIDIAN BY OFFSETS TO CLEAR OBSTRUCTIONS
 BM1021'IN THE LINE.  AZIMUTH MARK IS DESCRIBED AS SSW OF THE STATION.
 BM1021'APPARENTLY, THIS SHOULD BE SSE AS THE AZIMUTH IS 348 DEG 48 FT 38
 BM1021'SEC.
 BM1021'
 BM1021'PROPERTY IS NOW KNOWN AS THE MAIDAL RANCH.
 BM1021'
 BM1021'DUE TO HIGHWAY RELOCATION, 1940, TEXAS RTE 20, REFERRED TO
 BM1021'IN DIRECTIONS TO REACH STATION FROM BURTON, NO LONGER PASSES THRU
 BM1021'CENTER OF TOWN.  THAT SECTION OF ORIGINAL ROUTE IS NOW KNOWN
 BM1021'AS BUSINESS ROUTE.
 BM1021
 BM1021                          STATION RECOVERY (1954)
 BM1021
 BM1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1021'THE SURFACE STATION MARK HAS BEEN DESTROYED AND THE SUB SURFACE
 BM1021'MARK WAS USED AS THE STATION MARK.  THE TWO REFERENCE MARKS
 BM1021'WERE RECOVERED AS PREVIOUSLY DESCRIBED BUT ARE NOT VISIBLE
 BM1021'FROM THE STATION MARK DUE TO THE CONSTRUCTION OF SEVERAL
 BM1021'BUILDINGS.  REFERENCE MARK 3 WAS ESTABLISHED AND THE AZIMUTH MARK
 BM1021'WAS MOVED.
 BM1021'
 BM1021'A COMPLETE DESCRIPTION FOLLOWS--
 BM1021'
 BM1021'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF BRENHAM
 BM1021'AND 3.5 MILES NORTH OF BURTON IN THE MIDST OF THE MAIDAL
 BM1021'RANCH BUILDINGS THAT ARE OWNED BY SYDNOR ODEN, P.O. BOX 2538,
 BM1021'HOUSTON TEXAS.
 BM1021'
 BM1021'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 390 AND
 BM1021'SPUR 125 IN BURTON, GO NORTHEASTERLY ON FARM ROAD 390 FOR 2.7
 BM1021'MILES TO A T INTERSECTION.  TURN LEFT OFF FARM ROAD 390 ONTO A
 BM1021'GRAVEL ROAD AND GO NORTHWESTERLY 0.5 MILE TO A RANCH ROAD
 BM1021'RIGHT AT A WOODEN GATE.  (THE AZIMUTH MARK IS 100 FEET SOUTH
 BM1021'OF GATE).  TURN RIGHT THROUGH GATE AND GO NORTHERLY 0.4 MILE
 BM1021'TO RANCH BUILDINGS AND STATION.
 BM1021'
 BM1021'THE STATION MARK IS A STANDARD DISK STAMPED TURNER 1935.
 BM1021'IT IS SET IN A DEPRESSION IN BEDROCK
 BM1021'AND IS ABOUT 8 INCHES BELOW THE GROUND LEVEL.  THE MARK IS
 BM1021'21 FEET SOUTHEAST OF A MACHINERY SHED AND 9 FEET NORTHWEST
 BM1021'OF A SMALL WHITE BUILDING.
 BM1021'
 BM1021'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TURNER NO 1 1935.
 BM1021'IT IS SET IN A CONCRETE MONUMENT AND
 BM1021'PROJECTS 8 INCHES.  IT IS 30 FEET SOUTHEAST OF A HOUSE, 8
 BM1021'FEET EAST OF ONE OAK TREE AND 8 FEET WEST OF ANOTHER.
 BM1021'
 BM1021'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TURNER NO 2 1935.
 BM1021'IT IS SET IN A CONCRETE MONUMENT AND
 BM1021'PROJECTS 12 INCHES.  IT IS 21 FEET NORTHWEST OF A WHITE WOODEN
 BM1021'BUILDING.
 BM1021'
 BM1021'REFERENCE MARK 3 IS A STANDARD DISK STAMPED TURNER NO 3 1935.
 BM1021'IT IS SET IN A CONCRETE MONUMENT AND
 BM1021'IS FLUSH WITH THE GROUND LEVEL.  IT IS 3 FEET WEST OF A GATE
 BM1021'POST AND 1 FOOT SOUTHWEST OF A WIRE FENCE.
 BM1021'
 BM1021'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TURNER RESET 1954
 BM1021'1935.  IT IS SET IN A CONCRETE MONUMENT
 BM1021'AND PROJECTS 4 INCHES.  IT IS 100 FEET SOUTH OF A BOARD GATE,
 BM1021'18 FEET NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, 12 FEET
 BM1021'SOUTHEAST OF A TELEPHONE POLE, 4 FEET NORTH OF A WITNESS POST
 BM1021'AND 1 FOOT NORTHEAST OF A BOARD FENCE.
 BM1021
 BM1021                          STATION RECOVERY (1960)
 BM1021
 BM1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 BM1021'THE STATION, 3 REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 BM1021'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK
 BM1021'SET IN 1954 (H.S.C.) WAS IN THE WAY OF NEW HIGHWAY CONSTRUCTION
 BM1021'IN 1960.  A NEW AZIMUTH MARK WAS SET IN THE EXACT LINE OF THE
 BM1021'1954 MARK AND ABOUT 50 FEET NEARER THE STATION AS FOLLOWS--THE
 BM1021'AZIMUTH MARK IS A STANDARD DISK STAMPED TURNER 1935 RESET 1954
 BM1021'1960 IN A CONCRETE MONUMENT ABOUT FLUSH WITH THE SURFACE OF THE
 BM1021'GROUND.  IT IS 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE LINE
 BM1021'OF THE F M HIGHWAY NO. 1948, 22 YARDS SOUTH OF THE CENTERLINE
 BM1021'OF THE ENTRANCE ROAD TO THE RANCH AND 11 YARDS SOUTH OF A 24
 BM1021'INCH DIAMETER OAK TREE.
 BM1021'
 BM1021'THE LINES TO REFERENCE MARKS NUMBERS 1 AND 2 ARE NOW OBSTRUCTED
 BM1021'BY FARM BUILDINGS.
 BM1021
 BM1021                          STATION RECOVERY (1971)
 BM1021
 BM1021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (LSP)
 BM1021'RECOVERED AS DESCRIBED.  MINOR CHANGES IN BLDGS, BUT REFERENCE
 BM1021'MARKS NO. 1, 2, AND 3, AND AZIMUTH (RESET 1960) WERE RECOVERED.
 BM1021'AZIMUTH MARK WAS OCCUPIED FOR MAP CONTROL, AND AN ELECTRONIC
 BM1021'DISTANCE READ BETWEEN IT AND THE STATION (601.36 METERS SLOPE
 BM1021'DISTANCE).  TURNER IS SET IN BEDROCK, AND ABOUT 12 INCHES BELOW
 BM1021'GROUND SURFACE.
 BM1021
 BM1021                          STATION RECOVERY (1999)
 BM1021
 BM1021'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3118 ***********************************************************************
 CS3118  DESIGNATION -  TURNER
 CS3118  PID         -  CS3118
 CS3118  STATE/COUNTY-  TX/SOMERVELL
 CS3118  USGS QUAD   -  NEMO (1979)
 CS3118
 CS3118                         *CURRENT SURVEY CONTROL
 CS3118  ___________________________________________________________________
 CS3118* NAD 83(1993)-  32 16 17.83091(N)    097 41 50.58403(W)     ADJUSTED  
 CS3118* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 CS3118  ___________________________________________________________________
 CS3118  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CS3118  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CS3118
 CS3118  HORZ ORDER  -  SECOND
 CS3118
 CS3118.The horizontal coordinates were established by classical geodetic methods
 CS3118.and adjusted by the National Geodetic Survey in February 1996..
 CS3118
 CS3118.The orthometric height was scaled from a topographic map.
 CS3118
 CS3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3118
 CS3118.The geoid height was determined by GEOID03.
 CS3118
 CS3118;                    North         East     Units Scale Factor Converg.
 CS3118;SPC TXNC     - 2,067,373.464   675,613.816   MT  0.99996457   +0 26 15.9
 CS3118;SPC TXNC     - 6,782,707.77  2,216,576.33   sFT  0.99996457   +0 26 15.9
 CS3118;SPC TX C     - 3,291,741.808   948,350.408   MT  1.00012742   +1 21 27.6
 CS3118;SPC TX C     -10,799,656.25  3,111,379.63   sFT  1.00012742   +1 21 27.6
 CS3118;UTM  14      - 3,571,288.012   622,679.477   MT  0.99978560   +0 41 44.1
 CS3118
 CS3118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3118!SPC TXNC     -   0.99996984  x   0.99996457  =   0.99993441
 CS3118!SPC TX C     -   0.99996984  x   1.00012742  =   1.00009725
 CS3118!UTM  14      -   0.99996984  x   0.99978560  =   0.99975544
 CS3118
 CS3118:                Primary Azimuth Mark                     Grid Az
 CS3118:SPC TXNC     -  TURNER AZ MK                             190 08 11.8
 CS3118:SPC TX C     -  TURNER AZ MK                             189 13 00.1
 CS3118:UTM  14      -  TURNER AZ MK                             189 52 43.6
 CS3118
 CS3118|---------------------------------------------------------------------|
 CS3118| PID    Reference Object                     Distance      Geod. Az  |
 CS3118|                                                           dddmmss.s |
 CS3118| CY2527 TURNER AZ MK                                       1903427.7 |
 CS3118| CY2528 TURNER RM 1                          20.870 METERS 22326     |
 CS3118| CY2529 TURNER RM 2                          17.078 METERS 33752     |
 CS3118|---------------------------------------------------------------------|
 CS3118
 CS3118                          SUPERSEDED SURVEY CONTROL
 CS3118
 CS3118  NAD 83(1986)-  32 16 17.83632(N)    097 41 50.56273(W) AD(       ) 2
 CS3118  NAD 27      -  32 16 17.32400(N)    097 41 49.46300(W) AD(       ) 2
 CS3118
 CS3118.Superseded values are not recommended for survey control.
 CS3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3118.See file dsdata.txt to determine how the superseded data were derived.
 CS3118
 CS3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA2267971288(NAD 83)
 CS3118_MARKER: DS = TRIANGULATION STATION DISK
 CS3118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3118
 CS3118  HISTORY     - Date     Condition        Report By
 CS3118  HISTORY     - 1944     MONUMENTED       CGS
 CS3118  HISTORY     - 1953     GOOD             CGS
 CS3118
 CS3118                          STATION DESCRIPTION
 CS3118
 CS3118'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3118'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CS3118'10-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  IT
 CS3118'IS ABOUT 70 FEET N OF THE NE CORNER OF A SMALL UNPAINTED
 CS3118'FARMHOUSE, 6 INCHES W OF FENCE, AND 25 FEET N OF THE NE CORNER
 CS3118'OF YARD FENCE.  IT IS STAMPED TURNER 1944.
 CS3118'
 CS3118'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CS3118'OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.  IT
 CS3118'IS 1 FOOT N OF NW CORNER OF YARD FENCE AND IS STAMPED TURNER NO 1
 CS3118'1944.
 CS3118'
 CS3118'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CS3118'OF A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 CS3118'IS 1-1/2 FEET W OF FENCE AND IS STAMPED TURNER NO 2 1944.
 CS3118'
 CS3118'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 CS3118'10-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT
 CS3118'IS STAMPED TURNER 1944.  TO REACH THE AZIMUTH MARK FROM THE
 CS3118'COURTHOUSE IN GLEN ROSE, GO E ON U.S. HIGHWAY 67 FOR 3.70 MILES
 CS3118'TO A POINT WHERE THE HIGHWAY TURNS RIGHT AND PASSES OVER A
 CS3118'BRIDGE, KEEP STRAIGHT AHEAD AND FOLLOW THE DIRT ROAD E FOR 0.45
 CS3118'MILE TO THE MARK ON LEFT.  IT IS 60 FEET N OF THE CENTER LINE
 CS3118'OF THE ROAD AND 1 FOOT S OF THE FENCE LINE.
 CS3118'
 CS3118'TO REACH THE STATION FROM THE COURTHOUSE IN GLEN ROSE, GO E
 CS3118'ON U.S. HIGHWAY 67 FOR 3.70 MILES TO A POINT WHERE THE HIGHWAY
 CS3118'TURNS RIGHT AND PASSES OVER A BRIDGE, KEEP STRAIGHT AHEAD
 CS3118'ALONG A DIRT ROAD AND GO ABOUT 100 YARDS, TURN LEFT AND GO
 CS3118'0.90 MILE TO STORE ON LEFT AT RAINBOW, TURN RIGHT AND GO
 CS3118'1.0 MILE TO GATE ON RIGHT AT TOP OF RIDGE, TURN RIGHT THROUGH
 CS3118'THE GATE AND FOLLOW THE PRIVATE ROAD ABOUT 0.15 MILE TO THE
 CS3118'STATION ON LEFT, JUST N OF A SMALL UNPAINTED FARMHOUSE.
 CS3118'
 CS3118'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CS3118
 CS3118                          STATION RECOVERY (1953)
 CS3118
 CS3118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3118'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 CS3118'AZIMUTH MARK IS IN THE N RIGHT-OF-WAY FENCE LINE OF HIGHWAY 67,
 CS3118'AT ABOUT THE HIGHEST POINT OF A LOW SUMMIT, 2 FT. E OF A 4- BY
 CS3118'4-IN. WITNESS POST, PROJECTS ABOUT 3 IN., AND 0.4 MI. E OF
 CS3118'THE CROSSROADS.  ORIGINAL DESCRIPTION TO THE STATION IS STILL
 CS3118'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1041 ***********************************************************************
 CA1041  DESIGNATION -  TURNER 2
 CA1041  PID         -  CA1041
 CA1041  STATE/COUNTY-  TX/BROWN
 CA1041  USGS QUAD   -  LAKE BROWNWOOD (1987)
 CA1041
 CA1041                         *CURRENT SURVEY CONTROL
 CA1041  ___________________________________________________________________
 CA1041* NAD 83(1993)-  31 50 26.71833(N)    099 06 19.04646(W)     ADJUSTED  
 CA1041* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 CA1041  ___________________________________________________________________
 CA1041  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CA1041  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CA1041
 CA1041  HORZ ORDER  -  THIRD
 CA1041
 CA1041.The horizontal coordinates were established by classical geodetic methods
 CA1041.and adjusted by the National Geodetic Survey in February 1996..
 CA1041.No horizontal observational check was made to the station.
 CA1041
 CA1041.The orthometric height was scaled from a topographic map.
 CA1041
 CA1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1041
 CA1041.The geoid height was determined by GEOID03.
 CA1041
 CA1041;                    North         East     Units Scale Factor Converg.
 CA1041;SPC TX C     - 3,241,660.673   816,238.062   MT  0.99998884   +0 37 57.1
 CA1041;SPC TX C     -10,635,348.39  2,677,941.04   sFT  0.99998884   +0 37 57.1
 CA1041;UTM  14      - 3,522,789.647   490,037.579   MT  0.99960122   -0 03 20.0
 CA1041
 CA1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1041!SPC TX C     -   0.99993266  x   0.99998884  =   0.99992150
 CA1041!UTM  14      -   0.99993266  x   0.99960122  =   0.99953390
 CA1041
 CA1041|---------------------------------------------------------------------|
 CA1041| PID    Reference Object                     Distance      Geod. Az  |
 CA1041|                                                           dddmmss.s |
 CA1041| CV5665 TURNER 2 RM 3                        15.779 METERS 00853     |
 CA1041| CV5662 TURNER RM 1                          14.699 METERS 07337     |
 CA1041| CA1042 TURNER                                4.222 METERS 25405     |
 CA1041| CV5664 TURNER 2 AZ MK                                     3322149.3 |
 CA1041| CV5661 TURNER AZ MK                                       3544910.5 |
 CA1041|---------------------------------------------------------------------|
 CA1041
 CA1041                          SUPERSEDED SURVEY CONTROL
 CA1041
 CA1041  NAD 83(1986)-  31 50 26.72758(N)    099 06 19.03274(W) AD(       ) 3
 CA1041  NAD 27      -  31 50 26.18900(N)    099 06 17.83500(W) AD(       ) 3
 CA1041
 CA1041.Superseded values are not recommended for survey control.
 CA1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1041.See file dsdata.txt to determine how the superseded data were derived.
 CA1041
 CA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9003822790(NAD 83)
 CA1041_MARKER: DS = TRIANGULATION STATION DISK
 CA1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1041
 CA1041  HISTORY     - Date     Condition        Report By
 CA1041  HISTORY     - 1965     MONUMENTED       CGS
 CA1041
 CA1041                          STATION DESCRIPTION
 CA1041
 CA1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 CA1041'THE STATION IS ABOUT 11 MILES NORTHWEST OF BROWNWOOD, 9
 CA1041'MILES NORTH-NORTHEAST OF BANGS, ON THE SUMMIT OF A HILL WHICH
 CA1041'OVER LOOKS LAKE BROWNWOOD TO THE SOUTH, AND IS ON LAND OWNED
 CA1041'BY MR. SETH FARMER WHO LIVES ABOUT 0.1 MILE SOUTH OF THE
 CA1041'STATION.
 CA1041'
 CA1041'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN BROWNWOOD,
 CA1041'GO WEST ON U.S. HIGHWAY 67 AND STATE HIGHWAY 279 FOR 0.7 MILE TO
 CA1041'THE JUNCTION WHERE THE HIGHWAYS SEPARATE.  TURN RIGHT, NORTHERLY,
 CA1041'AND FOLLOW STATE HIGHWAY 279 FOR 12.0 MILES TO THE BRIDGE
 CA1041'OVER LAKE BROWNWOOD.  CONTINUE ON THE HIGHWAY FOR 0.6 MILE TO
 CA1041'SUMMIT OF HILL AND THE STATION ON THE RIGHT.  TO REACH THE
 CA1041'AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON STATE HIGHWAY
 CA1041'279 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CA1041'
 CA1041'STATION MARK, ARE STANDARD DISKS STAMPED TURNER 2 1965.  THE
 CA1041'SURFACE STATION DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 CA1041'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 195 FEET NORTHWEST
 CA1041'OF THE NORTHWEST CORNER OF THE YARD FENCE AROUND MR. FARMERS
 CA1041'HOME, 67 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, AND 4
 CA1041'FEET NORTH OF A METAL WITNESS POST.
 CA1041'
 CA1041'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CA1041'34 INCHES BELOW THE SURFACE OF THE GROUND.
 CA1041'
 CA1041'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TURNER NO 1 1944,
 CA1041'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4
 CA1041'INCHES ABOVE GROUND.  IT IS 115 FEET NORTHEAST OF THE CENTER
 CA1041'LINE OF HIGHWAY, 50 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE
 CA1041'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CA1041'
 CA1041'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED TURNER 2 NO 3
 CA1041'1965, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6
 CA1041'INCHES ABOVE GROUND.  IT IS 93 FEET NORTHEAST OF THE CENTER
 CA1041'LINE OF HIGHWAY, AND 55 FEET NORTH OF THE METAL WITNESS POST.
 CA1041'
 CA1041'AZIMUTH MARK, A STANDARD DISK STAMPED TURNER 2 1965, IS SET
 CA1041'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES.
 CA1041'IT IS 100 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 275
 CA1041'FEET NORTHWEST OF AN EAST-WEST FENCE LINE, 1 FOOT EAST OF THE
 CA1041'RIGHT-OF-WAY FENCE LINE, AND 1 FOOT NORTH OF A METAL WITNESS
 CA1041'POST.
 CA1041'
 CA1041'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2429 ***********************************************************************
 AN2429  DESIGNATION -  TURT
 AN2429  PID         -  AN2429
 AN2429  STATE/COUNTY-  TX/CALHOUN
 AN2429  USGS QUAD   -  TURTLE BAY (1995)
 AN2429
 AN2429                         *CURRENT SURVEY CONTROL
 AN2429  ___________________________________________________________________
 AN2429* NAD 83(1993)-  28 40 34.41140(N)    096 16 14.01815(W)     ADJUSTED  
 AN2429* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 AN2429  ___________________________________________________________________
 AN2429  X           -    -611,665.773 (meters)                     COMP
 AN2429  Y           -  -5,566,621.009 (meters)                     COMP
 AN2429  Z           -   3,042,454.830 (meters)                     COMP
 AN2429  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AN2429  ELLIP HEIGHT-         -24.39  (meters)          (02/16/96) GPS OBS
 AN2429  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN2429
 AN2429  HORZ ORDER  -  SECOND
 AN2429  ELLP ORDER  -  FIFTH     CLASS I
 AN2429
 AN2429.The horizontal coordinates were established by GPS observations
 AN2429.and adjusted by the National Geodetic Survey in February 1996..
 AN2429
 AN2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2429
 AN2429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2429
 AN2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2429
 AN2429.The ellipsoidal height was determined by GPS observations
 AN2429.and is referenced to NAD 83.
 AN2429
 AN2429.The geoid height was determined by GEOID03.
 AN2429
 AN2429;                    North         East     Units Scale Factor Converg.
 AN2429;SPC TXSC     - 4,096,529.539   866,734.934   MT  0.99992883   +1 20 13.9
 AN2429;SPC TXSC     -13,440,030.66  2,843,612.86   sFT  0.99992883   +1 20 13.9
 AN2429;UTM  14      - 3,175,165.109   766,726.238   MT  1.00047807   +1 18 37.9
 AN2429
 AN2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2429!SPC TXSC     -   1.00000383  x   0.99992883  =   0.99993266
 AN2429!UTM  14      -   1.00000383  x   1.00047807  =   1.00048190
 AN2429
 AN2429:                Primary Azimuth Mark                     Grid Az
 AN2429:SPC TXSC     -  PALA                                     066 28 48.9
 AN2429:UTM  14      -  PALA                                     066 30 24.9
 AN2429
 AN2429|---------------------------------------------------------------------|
 AN2429| PID    Reference Object                     Distance      Geod. Az  |
 AN2429|                                                           dddmmss.s |
 AN2429| AN2424 PALA                                APPROX. 6.3 KM 0674902.8 |
 AN2429|---------------------------------------------------------------------|
 AN2429
 AN2429                          SUPERSEDED SURVEY CONTROL
 AN2429
 AN2429  NAD 83(1986)-  28 40 34.42494(N)    096 16 13.98618(W) AD(       ) 2
 AN2429  NGVD 29 (03/06/92)    2.5    (m)            8.     (f) GPS OBS        
 AN2429
 AN2429.Superseded values are not recommended for survey control.
 AN2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2429.See file dsdata.txt to determine how the superseded data were derived.
 AN2429
 AN2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6672675165(NAD 83)
 AN2429_MARKER: DD = SURVEY DISK
 AN2429_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2429_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AN2429_STAMPING: TURT GPS 1991
 AN2429_MARK LOGO: NOS   
 AN2429_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AN2429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2429+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AN2429
 AN2429  HISTORY     - Date     Condition        Report By
 AN2429  HISTORY     - 1991     MONUMENTED       NOS
 AN2429
 AN2429                          STATION DESCRIPTION
 AN2429
 AN2429'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AN2429'STATION IS LOCATED NEAR THE SOUTHEAST SHORE OF TURTLE POINT,WHICH IS
 AN2429'SOUTH EAST OF TURTLE BAY AND NORTHWEST OF TRES PALACIOS BAY, ABOUT 2
 AN2429'MILES SOUTHWEST OF PALACIOS.TO REACH BY BOAT FROM PALACIOS GO SOUTH
 AN2429'WEST TO TURTLE POINT ON THE RIGHE (WEST) AND TO STATION
 AN2429'SITE.STATION IS MARKED BY AQ STANDARD NOS ALUMINUM DISK STAMPED
 AN2429'TURT GPS 1991 SET ON TOP OF A 42 INCH ALUMINUM ROD THAT PROJECTS 0.15
 AN2429'METERS ABOVE GROUND LEVEL AND IS SURROUNDED BY A MASS OF CONCRETE.
 AN2429'STATION IS ABOUT 0.08 MILE NORTH EAST OF MOST WESTERLY POINT, 38.3
 AN2429'METERS SOUTH SOUTH EAST OF CENTERLINE OF AN ABANDONDED CONCRETE ROAD
 AN2429'WHICH PARALLELS SHORELINE AND 15.66 METERS NORTH WEST OF CENTERLINE
 AN2429'OF A CONCRETE ROAD IN RUINS ALONG A SHORELINE THAT IS BADLY
 AN2429'UNDERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2009 ***********************************************************************
 AY2009  DESIGNATION -  TURTLE
 AY2009  PID         -  AY2009
 AY2009  STATE/COUNTY-  TX/KERR
 AY2009  USGS QUAD   -  ECHO HILL RANCH (1964)
 AY2009
 AY2009                         *CURRENT SURVEY CONTROL
 AY2009  ___________________________________________________________________
 AY2009* NAD 83(1993)-  29 57 41.28404(N)    099 19 24.77328(W)     ADJUSTED  
 AY2009* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 AY2009  ___________________________________________________________________
 AY2009  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AY2009  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AY2009
 AY2009  HORZ ORDER  -  SECOND
 AY2009
 AY2009.The horizontal coordinates were established by classical geodetic methods
 AY2009.and adjusted by the National Geodetic Survey in February 1996..
 AY2009
 AY2009.The orthometric height was scaled from a topographic map.
 AY2009
 AY2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2009
 AY2009.The geoid height was determined by GEOID03.
 AY2009
 AY2009;                    North         East     Units Scale Factor Converg.
 AY2009;SPC TXSC     - 4,235,901.157   568,772.440   MT  0.99992286   -0 09 30.6
 AY2009;SPC TXSC     -13,897,285.71  1,866,047.58   sFT  0.99992286   -0 09 30.6
 AY2009;SPC TX C     - 3,033,124.024   797,471.087   MT  1.00004505   +0 31 12.4
 AY2009;SPC TX C     - 9,951,174.40  2,616,369.72   sFT  1.00004505   +0 31 12.4
 AY2009;UTM  14      - 3,314,559.704   468,782.399   MT  0.99961202   -0 09 41.7
 AY2009
 AY2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2009!SPC TXSC     -   0.99989635  x   0.99992286  =   0.99981922
 AY2009!SPC TX C     -   0.99989635  x   1.00004505  =   0.99994139
 AY2009!UTM  14      -   0.99989635  x   0.99961202  =   0.99950841
 AY2009
 AY2009:                Primary Azimuth Mark                     Grid Az
 AY2009:SPC TXSC     -  TURTLE AZ MK                             030 20 04.9
 AY2009:SPC TX C     -  TURTLE AZ MK                             029 39 21.9
 AY2009:UTM  14      -  TURTLE AZ MK                             030 20 16.0
 AY2009
 AY2009|---------------------------------------------------------------------|
 AY2009| PID    Reference Object                     Distance      Geod. Az  |
 AY2009|                                                           dddmmss.s |
 AY2009| CV5666 TURTLE AZ MK                                       0301034.3 |
 AY2009| CV5667 TURTLE RM 1                          19.985 METERS 13403     |
 AY2009| AY2007 WINDMILL NEAR STATION WHITE         APPROX. 3.6 KM 2290251.4 |
 AY2009| CV5668 TURTLE RM 2                          35.740 METERS 25201     |
 AY2009| BN0752 SILVER TANK NEAR STA KINSEL         APPROX.17.8 KM 3100344.2 |
 AY2009|---------------------------------------------------------------------|
 AY2009
 AY2009                          SUPERSEDED SURVEY CONTROL
 AY2009
 AY2009  NAD 83(1986)-  29 57 41.29105(N)    099 19 24.76201(W) AD(       ) 2
 AY2009  NAD 27      -  29 57 40.52100(N)    099 19 23.60900(W) AD(       ) 2
 AY2009
 AY2009.Superseded values are not recommended for survey control.
 AY2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2009.See file dsdata.txt to determine how the superseded data were derived.
 AY2009
 AY2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU6878214560(NAD 83)
 AY2009_MARKER: DS = TRIANGULATION STATION DISK
 AY2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2009
 AY2009  HISTORY     - Date     Condition        Report By
 AY2009  HISTORY     - 1944     MONUMENTED       CGS
 AY2009
 AY2009                          STATION DESCRIPTION
 AY2009
 AY2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2009'STATION IS LOCATED ABOUT 10 MILES W AND 5 MILES S OF KERRVILLE,
 AY2009'ON HIGHEST POINT OF A RIDGE WHICH IS THE DIVIDE BETWEEN
 AY2009'THE HEADS OF TURTLE AND WALLACE CREEKS.  THE RIDGE IS GRASSY
 AY2009'AND SCATTERED WITH OAK TREES.  STATION IS 30 FEET WSW OF
 AY2009'OLD TRIANGULAR BLAZE ON OAK TREE, 31 PACES SE OF TRACK ROAD
 AY2009'MENTIONED BELOW, AND 6 FEET SW OF WHITE WOODEN WITNESS POST.
 AY2009'
 AY2009'STATION MARK IS A BRONZE STATION DISK SET IN AN 8-INCH SQUARE
 AY2009'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  IT
 AY2009'IS STAMPED TURTLE 1944.  FEET DOWN.
 AY2009'
 AY2009'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 6-INCH
 AY2009'SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS STAMPED
 AY2009'TURTLE NO 1 1944.
 AY2009'
 AY2009'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 AY2009'HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED TURTLE
 AY2009'NO 2 1944.  IT IS 45 FEET SE OF THE CENTER LINE OF THE TRACK
 AY2009'ROAD MENTIONED BELOW.
 AY2009'
 AY2009'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 AY2009'IN BEDROCK PROJECTING ABOUT 1 INCH.  IT IS STAMPED TURTLE
 AY2009'1944.  IT IS 2 FEET WNW OF A WHITE WOODEN WITNESS POST, 58
 AY2009'FEET WNW OF THE CENTER LINE OF TRACK ROAD, AND 0.3 MILE
 AY2009'NNE OF THE STATION.
 AY2009'
 AY2009'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 AY2009'27 AND 16, ONE BLOCK NW OF THE POST OFFICE IN KERRVILLE,
 AY2009'GO SW ON STATE HIGHWAY 16, TOWARD MEDINA, FOR 8.0 MILES TO A
 AY2009'GRAVEL ROAD LEADING SHARP RIGHT AT SIGN MIRROR LAKE.  TURN
 AY2009'SHARP RIGHT AND FOLLOW MAIN ROAD W FOR 5.2 MILES TO CREEK
 AY2009'CROSSING AT SUSPENDED PIPE LINE ON LEFT.  CONTINUE ON MAIN
 AY2009'ROAD FOR 4.0 MILES TO END OF GRADED ROAD AT HOME OF MR. L.A.
 AY2009'REAL.  PASS THROUGH BARN LOT AND CONTINUE WSW ON TRACK ROAD
 AY2009'FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE ON TRACK
 AY2009'ROAD FOR 0.3 MILE TO STATION 31 PACES TO THE LEFT OF ROAD.
 AY2009'
 AY2009'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0726 ***********************************************************************
 EN0726  DESIGNATION -  TURTLE
 EN0726  PID         -  EN0726
 EN0726  STATE/COUNTY-  TX/MOTLEY
 EN0726  USGS QUAD   -  FIELDS CANYON (1981)
 EN0726
 EN0726                         *CURRENT SURVEY CONTROL
 EN0726  ___________________________________________________________________
 EN0726* NAD 83(1993)-  34 14 15.16535(N)    100 34 05.76192(W)     ADJUSTED  
 EN0726* NAVD 88     -       669.4    (meters)    2196.     (feet)  VERTCON   
 EN0726  ___________________________________________________________________
 EN0726  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 EN0726  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EN0726
 EN0726  HORZ ORDER  -  FIRST
 EN0726
 EN0726.The horizontal coordinates were established by classical geodetic methods
 EN0726.and adjusted by the National Geodetic Survey in February 1996..
 EN0726
 EN0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0726
 EN0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0726
 EN0726.The geoid height was determined by GEOID03.
 EN0726
 EN0726;                    North         East     Units Scale Factor Converg.
 EN0726;SPC TXNC     - 2,286,983.644   409,452.866   MT  1.00008682   -1 07 40.9
 EN0726;SPC TXNC     - 7,503,212.17  1,343,346.61   sFT  1.00008682   -1 07 40.9
 EN0726;SPC TX N     - 1,026,758.575   285,846.715   MT  1.00012111   +0 32 23.9
 EN0726;SPC TX N     - 3,368,623.76    937,815.43   sFT  1.00012111   +0 32 23.9
 EN0726;UTM  14      - 3,789,607.363   355,571.634   MT  0.99985713   -0 52 57.0
 EN0726
 EN0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0726!SPC TXNC     -   0.99989933  x   1.00008682  =   0.99998614
 EN0726!SPC TX N     -   0.99989933  x   1.00012111  =   1.00002043
 EN0726!UTM  14      -   0.99989933  x   0.99985713  =   0.99975648
 EN0726
 EN0726|---------------------------------------------------------------------|
 EN0726| PID    Reference Object                     Distance      Geod. Az  |
 EN0726|                                                           dddmmss.s |
 EN0726| CX8877 TURTLE RM 1                          29.162 METERS 19324     |
 EN0726| CX8876 TURTLE AZ MK                                       2641805.0 |
 EN0726| CX8878 TURTLE RM 2                          31.998 METERS 29648     |
 EN0726|---------------------------------------------------------------------|
 EN0726
 EN0726                          SUPERSEDED SURVEY CONTROL
 EN0726
 EN0726  NAD 83(1993)-  34 14 15.16610(N)    100 34 05.76101(W) AD(       ) 1
 EN0726  NAD 83(1986)-  34 14 15.17078(N)    100 34 05.75473(W) AD(       ) 1
 EN0726  NAD 27      -  34 14 14.92200(N)    100 34 04.31900(W) AD(       ) 1
 EN0726  NGVD 29 (07/19/86)  669.1    (m)         2195.     (f) VERT ANG       
 EN0726
 EN0726.Superseded values are not recommended for survey control.
 EN0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0726.See file dsdata.txt to determine how the superseded data were derived.
 EN0726
 EN0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC5557289607(NAD 83)
 EN0726_MARKER: DS = TRIANGULATION STATION DISK
 EN0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0726
 EN0726  HISTORY     - Date     Condition        Report By
 EN0726  HISTORY     - 1935     MONUMENTED       CGS
 EN0726  HISTORY     - 1964     GOOD             CGS
 EN0726  HISTORY     - 1967     GOOD             CGS
 EN0726
 EN0726                          STATION DESCRIPTION
 EN0726
 EN0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0726'STATION IS 21-1/2 MILES NW OF PADUCAH AND 21 MILES NE OF MATADOR,
 EN0726'AND ABOUT 3-3/4 MILES A LITTLE W OF S OF NORTHFIELD IN THE NE
 EN0726'1/4 OF SECTION 145, MATADOR LAND AND CATTLE COMPANY BLOCK M,
 EN0726'IN THE TURTLE HOLE PASTURE OF THE MATADOR RANCH, WHICH IS
 EN0726'OWNED BY THE MATADOR LAND AND CATTLE COMPANY, M.J. RILEY GENERAL
 EN0726'MANAGER, MATADOR, TEXAS.  MARK IS SET ON HIGH ROUNDED KNOB, ON
 EN0726'A HIGH RIDGE IN OPEN SANDY PASTURE LAND AND IS HIGHEST POINT IN
 EN0726'VICINITY EXCEPT FOR A SLIGHTLY HIGHER KNOB 0.6 MILE W.  MARK
 EN0726'IS 80 FEET E OF CENTER LINE OF GRADED ROAD WHICH TURNS W JUST
 EN0726'PAST STATION SITE.
 EN0726'
 EN0726'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0726'BRONZE DISKS SET IN CONCRETE.
 EN0726'
 EN0726'REFERENCE MARK NO. 1 IS SET 25 FEET E OF CENTER LINE OF ROAD.
 EN0726'
 EN0726'REFERENCE MARK NO. 2 IS SET 25 FEET E OF CENTER LINE OF ROAD.
 EN0726'
 EN0726'AZIMUTH MARK IS 0.6 MILE W OF STATION ALONG N SIDE OF MAIN-GRADED
 EN0726'ROAD, SET 25 FEET N OF CENTER LINE OF ROAD.
 EN0726'
 EN0726'ALL MARKS PROJECT ABOUT 8 INCHES ABOVE GROUND.
 EN0726'
 EN0726'TO REACH THE STATION FROM THE COURTHOUSE IN PADUCAH, GO N 14.25
 EN0726'MILES ON U.S. HIGHWAY 83 (PAVED) OR 1.3 MILES N OF BRIDGE
 EN0726'OVER MIDDLE PEASE RIVER AND TURN LEFT (NW) AT HI LONESOME
 EN0726'SERVICE STATION ON LEFT (THIS POINT IS 16-1/4 MILES S OF THE
 EN0726'JUNCTION OF U.S. HIGHWAYS 83 AND 370 IN CHILDRESS).  FOLLOW
 EN0726'MAIN-GRADED ROAD NW AND W FOR 2.55 MILES TO CROSS ROAD AND
 EN0726'COLEYVILLE SCHOOL ON RIGHT, CONTINUE W ON MAIN-GRADED ROAD FOR 1
 EN0726'MILE, TURN S AT CROSS ROAD AND FOLLOW MAIN-GRADED ROAD S
 EN0726'AND W FOR 2 MILES AND TURN S AT CROSS ROAD, GO S FOR 1 MILE
 EN0726'AND THEN W AT T-ROAD JUNCTION, FOLLOW MAIN-GRADED ROAD FOR
 EN0726'2.8 MILES TO A T-ROAD N, CONTINUE STRAIGHT AHEAD ON MAIN
 EN0726'ROAD DUE W FOR 3.85 MILES AND PASS A SMALL ONE-STORY SHACK
 EN0726'ON LEFT NEAR TOP OF GRADE, CONTINUE WESTERLY ON MAIN ROAD FOR
 EN0726'4.9 MILES OR 3.2 MILES PAST A CATTLE GUARD IN N-S FENCE
 EN0726'TO STATION ON RIGHT, JUST BEFORE ROAD TURNS LEFT (W).
 EN0726'
 EN0726'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 EN0726
 EN0726                          STATION RECOVERY (1964)
 EN0726
 EN0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0726'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 EN0726'RECOVERED AS PREVIOUSLY DESCRIBED.  THE ORIGINAL ROUTING TO
 EN0726'THE STATION WAS NOT CHECKED OUT.  A NEW ROUTING AND ADDITIONAL
 EN0726'MEASUREMENTS ARE NOTED BELOW.  FOLLOWING IS A COMPLETE NEW
 EN0726'DESCRIPTION.
 EN0726'
 EN0726'THE STATION IS ABOUT 3-3/4 MILES SOUTHEAST OF NORTHFIELD, 7 MILES
 EN0726'WEST-NORTHWEST OF CEE VEE, 0.6 MILE EAST-NORTHEAST OF THE
 EN0726'HIGHEST POINT IN THE IMMEDIATE VICINITY AND ON GRAZING LAND
 EN0726'PRESENTLY OWNED BY THE TAYLOR BROTHERS OF QUITAQUE.
 EN0726'
 EN0726'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 94 AND
 EN0726'656 AT THE POST OFFICE IN NORTHFIELD, GO SOUTHERLY ON FARM
 EN0726'ROAD 94 FOR 3.55 MILES TO A GRADED ROAD ON THE LEFT.  TURN LEFT
 EN0726'AND GO EAST ON THE GRADED ROAD FOR 1.8 MILES TO A GATE ON THE
 EN0726'RIGHT.  (THE AZIMUTH MARK IS 0.3 MILE WEST-SOUTHWEST OF THIS
 EN0726'GATE AND 0.1 MILE SOUTH OF THE MAIN GRADED ROAD AND ON THE
 EN0726'NORTH SIDE OF A PRIVATE ROAD.) CONTINUE EASTERLY FOR 0.3 MILE
 EN0726'TO THE STATION ON THE LEFT.
 EN0726'
 EN0726'THE STATION MARK IS A STANDARD DISK, STAMPED TURTLE 1935, SET IN
 EN0726'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 EN0726'IT IS 95.4 FEET SOUTHEAST OF A SOUTH GATE POST, 82.5 FEET EAST
 EN0726'OF THE CENTERLINE OF THE GRADED ROAD, 54.3 FEET EAST OF A
 EN0726'NORTH-SOUTH FENCE AND AT ABOUT THE SAME ELEVATION AS THE ROAD.
 EN0726'
 EN0726'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TURTLE NO 1 1935,
 EN0726'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 10
 EN0726'INCHES.  IT IS 21.8 FEET EAST OF THE CENTERLINE OF THE ROAD,
 EN0726'3.8 FEET WEST OF THE NORTH-SOUTH FENCE AND AT ABOUT THE SAME
 EN0726'ELEVATION AS THE STATION.
 EN0726'
 EN0726'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TURTLE NO 2 1935,
 EN0726'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 EN0726'10 INCHES.  IT IS 31.3 FEET EAST OF THE CENTERLINE OF THE
 EN0726'ROAD, 13.7 FEET WEST OF THE NORTH-SOUTH FENCE AND AT ABOUT THE
 EN0726'SAME ELEVATION AS THE STATION.
 EN0726'
 EN0726'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TURTLE 1935, SET
 EN0726'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 EN0726'INCHES.  IT IS ON THE HIGHEST POINT MENTIONED ABOVE AND 25.0
 EN0726'FEET NORTH OF THE CENTERLINE OF THE PRIVATE ROAD.
 EN0726
 EN0726                          STATION RECOVERY (1967)
 EN0726
 EN0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0726'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 EN0726'WERE RECOVERED AS DESCRIBED IN 1964 BY J.C.C.  WITNESS POSTS
 EN0726'WERE SET 2.5 FEET NORTH OF THE STATION AND 1.8 FEET WEST OF
 EN0726'THE AZIMUTH MARK.
 EN0726'
 EN0726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-3/4 MILES
 EN0726'SOUTHEAST OF NORTHFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8380 ***********************************************************************
 AH8380  DESIGNATION -  TURTLE
 AH8380  PID         -  AH8380
 AH8380  STATE/COUNTY-  TX/NUECES
 AH8380  USGS QUAD   -  ESTES (1975)
 AH8380
 AH8380                         *CURRENT SURVEY CONTROL
 AH8380  ___________________________________________________________________
 AH8380* NAD 83(1993)-  27 59 24.82584(N)    097 04 00.80018(W)     ADJUSTED  
 AH8380* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 AH8380  ___________________________________________________________________
 AH8380  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AH8380  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AH8380
 AH8380  HORZ ORDER  -  THIRD
 AH8380
 AH8380.The horizontal coordinates were established by classical geodetic methods
 AH8380.and adjusted by the National Geodetic Survey in August 1998..
 AH8380
 AH8380.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8380
 AH8380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8380
 AH8380.The geoid height was determined by GEOID03.
 AH8380
 AH8380;                    North         East     Units Scale Factor Converg.
 AH8380;SPC TX S     - 5,258,244.960   440,979.293   MT  1.00004348   +0 39 02.3
 AH8380;SPC TX S     -17,251,425.34  1,446,779.56   sFT  1.00004348   +0 39 02.3
 AH8380;UTM  14      - 3,097,625.516   690,105.823   MT  1.00004608   +0 54 27.1
 AH8380
 AH8380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8380!SPC TX S     -   1.00000409  x   1.00004348  =   1.00004757
 AH8380!UTM  14      -   1.00000409  x   1.00004608  =   1.00005017
 AH8380
 AH8380                          SUPERSEDED SURVEY CONTROL
 AH8380
 AH8380  NGVD 29 (08/21/98)    0.8    (m)            3.     (f) VERT ANG       
 AH8380
 AH8380.Superseded values are not recommended for survey control.
 AH8380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8380.See file dsdata.txt to determine how the superseded data were derived.
 AH8380
 AH8380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9010697626(NAD 83)
 AH8380_MARKER: DD = SURVEY DISK
 AH8380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8380_STAMPING: TURTLE 1989
 AH8380_MARK LOGO: NOS   
 AH8380_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8380+STABILITY: SURFACE MOTION
 AH8380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8380+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8380
 AH8380  HISTORY     - Date     Condition        Report By
 AH8380  HISTORY     - 1989     MONUMENTED       NOS
 AH8380
 AH8380                          STATION DESCRIPTION
 AH8380
 AH8380'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8380'THE STATION IS LOCATED AT THE NORTH END OF TALLEY ISLAND NEAR THE SE
 AH8380'BANK OF THE INTERCOASTAL WATERWAY, APPROXIMATELY 0.5 MILE EAST FROM
 AH8380'THE COVE MARINA. TO REACH THE STATION FROM THE COVE MARINA, GO BY BOAT
 AH8380'NE ALONG THE INTERCOASTAL WATERWAY TO VICINITY OF BUOY 11 AND LAND ON
 AH8380'THE SOUTH BANK.  WALK ALONG THE SHORELINE OF TALLEY ISLAND EASTERLY
 AH8380'FOR APPROXIMATELY 200 YARDS AND THE AREA OF THE STATION. THE STATION
 AH8380'IS A ALUMINUM NOS DISK STAMPED---TURTLE 1989---, SET ON TOP OF A 42
 AH8380'INCH ALUMINUM ROD WHICH IS SURROUNDED BY A MASS OF CONCRETE.THE DISK
 AH8380'AND THE ROD EACH HAVE MAGNETIC BARS INSIDE.  THE DISK IS LOCATED 60
 AH8380'METERS WEST FROM THE WEST EDGE OF THE BRUSH LINE, 19 METERS SOUTH FROM
 AH8380'THE APPARENT SHORELINE AND 9 METERS EAST FROM THE WEST EDGE OF GRASS
 AH8380'AND EAST END OF A BARE GRASSLESS SPOT. DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6053 ***********************************************************************
 AW6053  DESIGNATION -  TURTLE 1932
 AW6053  PID         -  AW6053
 AW6053  STATE/COUNTY-  TX/CHAMBERS
 AW6053  USGS QUAD   -  ANAHUAC (1993)
 AW6053
 AW6053                         *CURRENT SURVEY CONTROL
 AW6053  ___________________________________________________________________
 AW6053* NAD 83(1993)-  29 46 38.28519(N)    094 40 43.22427(W)     ADJUSTED  
 AW6053* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AW6053  ___________________________________________________________________
 AW6053  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW6053  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW6053
 AW6053  HORZ ORDER  -  THIRD
 AW6053
 AW6053.The horizontal coordinates were established by classical geodetic methods
 AW6053.and adjusted by the National Geodetic Survey in February 1996..
 AW6053
 AW6053.The orthometric height was scaled from a topographic map.
 AW6053
 AW6053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6053
 AW6053.The geoid height was determined by GEOID03.
 AW6053
 AW6053;                    North         East     Units Scale Factor Converg.
 AW6053;SPC TXSC     - 4,223,163.514 1,017,736.724   MT  0.99989295   +2 07 01.5
 AW6053;SPC TXSC     -13,855,495.63  3,339,024.57   sFT  0.99989295   +2 07 01.5
 AW6053;UTM  15      - 3,295,289.776   337,723.712   MT  0.99992492   -0 50 01.9
 AW6053
 AW6053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6053!SPC TXSC     -   1.00000351  x   0.99989295  =   0.99989646
 AW6053!UTM  15      -   1.00000351  x   0.99992492  =   0.99992843
 AW6053
 AW6053:                Primary Azimuth Mark                     Grid Az
 AW6053:SPC TXSC     -  RIVER                                    295 45 57.2
 AW6053:UTM  15      -  RIVER                                    298 43 00.6
 AW6053
 AW6053|---------------------------------------------------------------------|
 AW6053| PID    Reference Object                     Distance      Geod. Az  |
 AW6053|                                                           dddmmss.s |
 AW6053| AW6060 RIVER                               APPROX. 3.8 KM 2975258.7 |
 AW6053|---------------------------------------------------------------------|
 AW6053
 AW6053                          SUPERSEDED SURVEY CONTROL
 AW6053
 AW6053  NAD 83(1986)-  29 46 38.30240(N)    094 40 43.20570(W) AD(       ) 3
 AW6053  NAD 27      -  29 46 37.50531(N)    094 40 42.50567(W) AD(       ) 3
 AW6053
 AW6053.Superseded values are not recommended for survey control.
 AW6053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6053.See file dsdata.txt to determine how the superseded data were derived.
 AW6053
 AW6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3772495290(NAD 83)
 AW6053_MARKER: DS = TRIANGULATION STATION DISK
 AW6053_SETTING: 0 = UNSPECIFIED SETTING
 AW6053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6053
 AW6053  HISTORY     - Date     Condition        Report By
 AW6053  HISTORY     - 1932     MONUMENTED       CGS
 AW6053  HISTORY     - 1948     GOOD             TXHD
 AW6053  HISTORY     - 1962     GOOD             CGS
 AW6053
 AW6053                          STATION DESCRIPTION
 AW6053
 AW6053'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6053'NEAR THE NE EDGE OF ANAHUAC, ON THE E SHORE OF TURTLE BAY,
 AW6053'ABOUT 1100 METERS NE OF THE DIKE AT THE S END OF THE BAY,
 AW6053'16 METERS SE OF THE TOP OF THE BLUFF, AND 120 METERS NE OF
 AW6053'THE INTERSECTION OF THE SHORELINE AND THE N EDGE OF A LARGE
 AW6053'DRY DITCH.
 AW6053'
 AW6053'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW6053'IN CONCRETE.
 AW6053'
 AW6053'NO REFERENCE MARK WAS SET.
 AW6053'
 AW6053'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 AW6053
 AW6053                          STATION RECOVERY (1948)
 AW6053
 AW6053'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1948 (LWD)
 AW6053'STATION RECOVERED IN FAIR CONDITION.  CONCRETE HAS BEEN CHIPPED
 AW6053'IN AN ATTEMPT TO REMOVE TABLET.
 AW6053
 AW6053                          STATION RECOVERY (1962)
 AW6053
 AW6053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW6053'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTIONS ARE
 AW6053'ADEQUATE,.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0827 ***********************************************************************
 CT0827  DESIGNATION -  TUSCOLA
 CT0827  PID         -  CT0827
 CT0827  STATE/COUNTY-  TX/TAYLOR
 CT0827  USGS QUAD   -  TUSCOLA (1967)
 CT0827
 CT0827                         *CURRENT SURVEY CONTROL
 CT0827  ___________________________________________________________________
 CT0827* NAD 83(1993)-  32 13 25.64414(N)    099 45 26.75368(W)     ADJUSTED  
 CT0827* NAVD 88     -       613.862  (meters)    2013.98   (feet)  ADJUSTED  
 CT0827  ___________________________________________________________________
 CT0827  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CT0827  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CT0827  DYNAMIC HT  -         613.058 (meters)    2011.34  (feet)  COMP
 CT0827  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 CT0827
 CT0827  HORZ ORDER  -  THIRD
 CT0827  VERT ORDER  -  FIRST     CLASS II
 CT0827
 CT0827.The horizontal coordinates were established by classical geodetic methods
 CT0827.and adjusted by the National Geodetic Survey in February 1996..
 CT0827
 CT0827.The orthometric height was determined by differential leveling
 CT0827.and adjusted by the National Geodetic Survey in June 1991..
 CT0827
 CT0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0827
 CT0827.The geoid height was determined by GEOID03.
 CT0827
 CT0827.The dynamic height is computed by dividing the NAVD 88
 CT0827.geopotential number by the normal gravity value computed on the
 CT0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0827.degrees latitude (g = 980.6199 gals.).
 CT0827
 CT0827.The modeled gravity was interpolated from observed gravity values.
 CT0827
 CT0827;                    North         East     Units Scale Factor Converg.
 CT0827;SPC TXNC     - 2,062,490.223   481,476.497   MT  0.99997617   -0 41 08.9
 CT0827;SPC TXNC     - 6,766,686.67  1,579,644.14   sFT  0.99997617   -0 41 08.9
 CT0827;UTM  14      - 3,565,493.125   428,629.952   MT  0.99966281   -0 24 14.0
 CT0827
 CT0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0827!SPC TXNC     -   0.99990781  x   0.99997617  =   0.99988398
 CT0827!UTM  14      -   0.99990781  x   0.99966281  =   0.99957065
 CT0827
 CT0827:                Primary Azimuth Mark                     Grid Az
 CT0827:SPC TXNC     -  TUSCOLA AZ MK                            127 59 29.2
 CT0827:UTM  14      -  TUSCOLA AZ MK                            127 42 34.3
 CT0827
 CT0827|---------------------------------------------------------------------|
 CT0827| PID    Reference Object                     Distance      Geod. Az  |
 CT0827|                                                           dddmmss.s |
 CT0827| CT0826 TUSCOLA AZ MK                                      1271820.3 |
 CT0827| CT1124 LAWN MUNICIPAL TANK                 APPROX.10.0 KM 1732628.5 |
 CT0827| CT0828 TUSCOLA RM 1                         18.690 METERS 18604     |
 CT0827| CT1126 TUSCOLA MUNICIPAL TANK              APPROX. 3.9 KM 2473128.8 |
 CT0827| CT0829 TUSCOLA RM 2                         20.805 METERS 32642     |
 CT0827| CT1136 BUFFALO GAP COX TRUCK CO MAST       APPROX. 5.7 KM 3270046.7 |
 CT0827| CT1139 BUFFALO GAP DENNIS COMM CO MST      APPROX. 8.1 KM 3360138.5 |
 CT0827|---------------------------------------------------------------------|
 CT0827
 CT0827                          SUPERSEDED SURVEY CONTROL
 CT0827
 CT0827  NAD 83(1986)-  32 13 25.65096(N)    099 45 26.74073(W) AD(       ) 3
 CT0827  NAD 27      -  32 13 25.15810(N)    099 45 25.44640(W) AD(       ) 3
 CT0827
 CT0827.Superseded values are not recommended for survey control.
 CT0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0827.See file dsdata.txt to determine how the superseded data were derived.
 CT0827
 CT0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2863065493(NAD 83)
 CT0827_MARKER: DS = TRIANGULATION STATION DISK
 CT0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0827_SP_SET: CONCRETE POST
 CT0827_STAMPING: TUSCOLA 1961
 CT0827_MARK LOGO: CGS   
 CT0827_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0827+STABILITY: SURFACE MOTION
 CT0827
 CT0827  HISTORY     - Date     Condition        Report By
 CT0827  HISTORY     - 1961     MONUMENTED       CGS
 CT0827  HISTORY     - 1982     GOOD             NGS
 CT0827  HISTORY     - 1982     GOOD             NGS
 CT0827  HISTORY     - 19940619 GOOD             USPSQD
 CT0827
 CT0827                          STATION DESCRIPTION
 CT0827
 CT0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0827'THE STATION IS APPROXIMATELY 6-1/2 MILES NORTH OF LAWN, 5
 CT0827'MILES NORTHEAST OF OVOLA, 2-1/2 MILES NORTHEAST OF TUSCOLA
 CT0827'AND ON SOUTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 84.
 CT0827'
 CT0827'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 CT0827'83 AND 84 APPROXIMATELY 2-1/2 MILES NORTHEAST OF TUSCOLA, GO
 CT0827'SOUTHEAST ON U.S. HIGHWAY 84 FOR 0.3 MILE TO TOP OF GRADE
 CT0827'AND THE STATION ON THE RIGHT.
 CT0827'
 CT0827'STATION MARKS ARE STANDARD DISKS STAMPED TUSCOLA 1961.  THE
 CT0827'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT0827'2 INCHES.  IT IS 11 FEET NORTHWEST OF A FENCE, 10 FEET WEST OF
 CT0827'T-FENCE CORNER, 8.5 FEET SOUTHWEST OF A FENCE AND 7.8 FEET
 CT0827'SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 CT0827'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 CT0827'SURFACE OF THE GROUND.
 CT0827'
 CT0827'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TUSCOLA NO 1
 CT0827'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CT0827'IT IS 64 FEET SOUTH OF THE T-FENCE CORNER AND 1 FOOT WEST OF
 CT0827'A FENCE.
 CT0827'
 CT0827'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TUSCOLA NO
 CT0827'2 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT0827'3 INCHES.  IT IS 73.5 FEET NORTHWEST OF THE T-FENCE CORNER
 CT0827'AND 1 FOOT SOUTHWEST OF A FENCE.
 CT0827'
 CT0827'AZIMUTH MARK, A STANDARD DISK STAMPED TUSCOLA 1961, IS SET
 CT0827'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 30
 CT0827'FEET NORTH OF THE CENTER OF A CALICHE ROAD, 2 FEET WEST OF
 CT0827'A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 CT0827'
 CT0827'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON
 CT0827'U.S. HIGHWAY 84 FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND
 CT0827'GO EAST ON A CALICHE ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 CT0827'ON THE LEFT.
 CT0827'
 CT0827'NOTE--REFERENCE MARKS MEASURED WITH 5 KG TAPE TENSION.
 CT0827
 CT0827                          STATION RECOVERY (1982)
 CT0827
 CT0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CT0827'THE STATION, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WERE
 CT0827'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 CT0827
 CT0827                          STATION RECOVERY (1982)
 CT0827
 CT0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0827'10.2 KM (6.35 MI) NW FROM LAWN.
 CT0827'10.2 KM (6.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0827'JUNCTION WITH FARM ROAD 604 IN LAWN, 0.3 KM (0.2 MI) SOUTHEAST OF THE
 CT0827'JUNCTION OF U.S. HIGHWAY 83, AT THE NORTHEAST EDGE OF A CULTIVATED
 CT0827'FIELD, 28.1 METERS (92.2 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH
 CT0827'BOUND LANES OF THE HIGHWAY, 3.3 METERS (10.8 FT) NORTHWEST OF A FENCE,
 CT0827'3.0 METERS (9.8 FT) WEST OF A T-FENCE CORNER AND 2.6 METERS (8.5 FT)
 CT0827'SOUTHWEST OF A FENCE.
 CT0827'THE MARK IS 2.4 METERS  SW FROM A WITNESS POST.
 CT0827'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
 CT0827
 CT0827                          STATION RECOVERY (1994)
 CT0827
 CT0827'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0826 ***********************************************************************
 CT0826  DESIGNATION -  TUSCOLA AZ MK
 CT0826  PID         -  CT0826
 CT0826  STATE/COUNTY-  TX/TAYLOR
 CT0826  USGS QUAD   -  TUSCOLA (1967)
 CT0826
 CT0826                         *CURRENT SURVEY CONTROL
 CT0826  ___________________________________________________________________
 CT0826* NAD 83(1986)-  32 13 13.     (N)    099 45 12.     (W)     SCALED    
 CT0826* NAVD 88     -       605.351  (meters)    1986.06   (feet)  ADJUSTED  
 CT0826  ___________________________________________________________________
 CT0826  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CT0826  DYNAMIC HT  -         604.558 (meters)    1983.45  (feet)  COMP
 CT0826  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 CT0826
 CT0826  VERT ORDER  -  FIRST     CLASS II
 CT0826
 CT0826.The horizontal coordinates were scaled from a topographic map and have
 CT0826.an estimated accuracy of +/- 6 seconds.
 CT0826
 CT0826.The orthometric height was determined by differential leveling
 CT0826.and adjusted by the National Geodetic Survey in June 1991..
 CT0826
 CT0826.The geoid height was determined by GEOID03.
 CT0826
 CT0826.The dynamic height is computed by dividing the NAVD 88
 CT0826.geopotential number by the normal gravity value computed on the
 CT0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0826.degrees latitude (g = 980.6199 gals.).
 CT0826
 CT0826.The modeled gravity was interpolated from observed gravity values.
 CT0826
 CT0826;                    North         East    Units  Estimated Accuracy
 CT0826;SPC TXNC     - 2,062,100.      481,860.      MT  (+/- 180 meters Scaled)
 CT0826
 CT0826                          SUPERSEDED SURVEY CONTROL
 CT0826
 CT0826.No superseded survey control is available for this station.
 CT0826
 CT0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA290651(NAD 83)
 CT0826_MARKER: DZ = AZIMUTH MARK DISK
 CT0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0826_SP_SET: CONCRETE POST
 CT0826_STAMPING: TUSCOLA 1961
 CT0826_MARK LOGO: CGS   
 CT0826_PROJECTION: FLUSH
 CT0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0826+STABILITY: SURFACE MOTION
 CT0826
 CT0826  HISTORY     - Date     Condition        Report By
 CT0826  HISTORY     - 1961     MONUMENTED       CGS
 CT0826  HISTORY     - 1982     GOOD             NGS
 CT0826  HISTORY     - 19940619 MARK NOT FOUND   USPSQD
 CT0826
 CT0826                          STATION DESCRIPTION
 CT0826
 CT0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0826'9.9 KM (6.1 MI) NW FROM LAWN.
 CT0826'9.7 KM (6.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0826'WITH FARM ROAD 604 IN LAWN, THENCE 0.2 KM (0.1 MI) EASTERLY ALONG A
 CT0826'PAVED ROAD, 16.6 METERS (54.5 FT) WEST OF THE CENTER OF A PIPE GATE,
 CT0826'9.2 METERS (30.2 FT) NORTH OF THE CENTER OF THE ROAD AND 0.3 METER
 CT0826'(1.0 FT) SOUTH OF A FENCE.
 CT0826'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CT0826'THE MARK IS 0.6 M BELOW THE ROAD.
 CT0826
 CT0826                          STATION RECOVERY (1994)
 CT0826
 CT0826'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1126 ***********************************************************************
 CT1126  DESIGNATION -  TUSCOLA MUNICIPAL TANK
 CT1126  PID         -  CT1126
 CT1126  STATE/COUNTY-  TX/TAYLOR
 CT1126  USGS QUAD   -  TUSCOLA (1967)
 CT1126
 CT1126                         *CURRENT SURVEY CONTROL
 CT1126  ___________________________________________________________________
 CT1126* NAD 83(1993)-  32 12 36.86552(N)    099 47 45.37685(W)     ADJUSTED  
 CT1126* NAVD 88     -                                                        
 CT1126  ___________________________________________________________________
 CT1126  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CT1126  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CT1126
 CT1126  HORZ ORDER  -  THIRD
 CT1126
 CT1126.The horizontal coordinates were established by classical geodetic methods
 CT1126.and adjusted by the National Geodetic Survey in February 1996..
 CT1126
 CT1126
 CT1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1126
 CT1126.The geoid height was determined by GEOID03.
 CT1126
 CT1126;                    North         East     Units Scale Factor Converg.
 CT1126;SPC TXNC     - 2,061,031.954   477,828.589   MT  0.99997959   -0 42 24.5
 CT1126;SPC TXNC     - 6,761,902.34  1,567,675.96   sFT  0.99997959   -0 42 24.5
 CT1126;UTM  14      - 3,564,017.367   424,990.406   MT  0.99966938   -0 25 27.4
 CT1126
 CT1126                          SUPERSEDED SURVEY CONTROL
 CT1126
 CT1126  NAD 83(1986)-  32 12 36.87300(N)    099 47 45.36360(W) AD(       ) 4
 CT1126  NAD 27      -  32 12 36.38300(N)    099 47 44.05800(W) AD(       ) 3
 CT1126
 CT1126.Superseded values are not recommended for survey control.
 CT1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1126.See file dsdata.txt to determine how the superseded data were derived.
 CT1126
 CT1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2499064017(NAD 83)
 CT1126_MARKER: 53 = ELEVATED TANK
 CT1126
 CT1126  HISTORY     - Date     Condition        Report By
 CT1126  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1126  HISTORY     - 19940706 GOOD             USPSQD
 CT1126
 CT1126                          STATION DESCRIPTION
 CT1126
 CT1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1126'THE STATION IS A BALL ON THE TOP OF THE TANK WHICH IS IN
 CT1126'THE CENTER OF TUSCOLA.
 CT1126'
 CT1126'IT IS A FOUR LEGGED STEEL STRUCTURE WHICH SUPPORTS THE TANK,
 CT1126'PAINTED SILVER AND HAS TUSCOLA PAINTED BLACK ON THE WEST
 CT1126'SIDE OF THE TANK.  THE STRUCTURE HAS AN OVERALL HEIGHT OF
 CT1126'130 FEET AND THE TANK HAS A CAPACITY OF 75,000 GALLONS.
 CT1126
 CT1126                          STATION RECOVERY (1994)
 CT1126
 CT1126'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0828 ***********************************************************************
 CT0828  DESIGNATION -  TUSCOLA RM 1
 CT0828  PID         -  CT0828
 CT0828  STATE/COUNTY-  TX/TAYLOR
 CT0828  USGS QUAD   -  TUSCOLA (1967)
 CT0828
 CT0828                         *CURRENT SURVEY CONTROL
 CT0828  ___________________________________________________________________
 CT0828* NAD 83(1986)-  32 13 24.     (N)    099 45 26.     (W)     SCALED    
 CT0828* NAVD 88     -       613.756  (meters)    2013.63   (feet)  ADJUSTED  
 CT0828  ___________________________________________________________________
 CT0828  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CT0828  DYNAMIC HT  -         612.952 (meters)    2010.99  (feet)  COMP
 CT0828  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 CT0828
 CT0828  VERT ORDER  -  FIRST     CLASS II
 CT0828
 CT0828.The horizontal coordinates were scaled from a topographic map and have
 CT0828.an estimated accuracy of +/- 6 seconds.
 CT0828
 CT0828.The orthometric height was determined by differential leveling
 CT0828.and adjusted by the National Geodetic Survey in June 1991..
 CT0828
 CT0828.The geoid height was determined by GEOID03.
 CT0828
 CT0828.The dynamic height is computed by dividing the NAVD 88
 CT0828.geopotential number by the normal gravity value computed on the
 CT0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0828.degrees latitude (g = 980.6199 gals.).
 CT0828
 CT0828.The modeled gravity was interpolated from observed gravity values.
 CT0828
 CT0828;                    North         East    Units  Estimated Accuracy
 CT0828;SPC TXNC     - 2,062,440.      481,500.      MT  (+/- 180 meters Scaled)
 CT0828
 CT0828                          SUPERSEDED SURVEY CONTROL
 CT0828
 CT0828.No superseded survey control is available for this station.
 CT0828
 CT0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA286654(NAD 83)
 CT0828_MARKER: DR = REFERENCE MARK DISK
 CT0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0828_SP_SET: CONCRETE POST
 CT0828_STAMPING: TUSCOLA NO 1 1961
 CT0828_MARK LOGO: CGS   
 CT0828_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0828+STABILITY: SURFACE MOTION
 CT0828
 CT0828  HISTORY     - Date     Condition        Report By
 CT0828  HISTORY     - 1961     MONUMENTED       CGS
 CT0828  HISTORY     - 1982     GOOD             NGS
 CT0828  HISTORY     - 19940619 MARK NOT FOUND   USPSQD
 CT0828
 CT0828                          STATION DESCRIPTION
 CT0828
 CT0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0828'10.2 KM (6.35 MI) NW FROM LAWN.
 CT0828'10.2 KM (6.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0828'JUNCTION WITH FARM ROAD 604 IN LAWN, 0.3 KM (0.2 MI) SOUTHEAST OF THE
 CT0828'JUNCTION OF U.S. HIGHWAY 83, AT THE NORTHEAST EDGE OF A CULTIVATED
 CT0828'FIELD, 41.8 METERS (137.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH
 CT0828'BOUND LANES OF THE HIGHWAY, 19.5 METERS (64.0 FT) SOUTH OF A T-FENCE
 CT0828'CORNER, 18.7 METERS (61.4 FT) SOUTH OF THE STATION MARK AND 0.3 METER
 CT0828'(1.0 FT) WEST OF A FENCE.
 CT0828'THE MARK IS 21.1 METERS  S FROM A WITNESS POST.
 CT0828'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
 CT0828
 CT0828                          STATION RECOVERY (1994)
 CT0828
 CT0828'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0829 ***********************************************************************
 CT0829  DESIGNATION -  TUSCOLA RM 2
 CT0829  PID         -  CT0829
 CT0829  STATE/COUNTY-  TX/TAYLOR
 CT0829  USGS QUAD   -  TUSCOLA (1967)
 CT0829
 CT0829                         *CURRENT SURVEY CONTROL
 CT0829  ___________________________________________________________________
 CT0829* NAD 83(1986)-  32 13 26.     (N)    099 45 26.     (W)     SCALED    
 CT0829* NAVD 88     -       612.645  (meters)    2009.99   (feet)  ADJUSTED  
 CT0829  ___________________________________________________________________
 CT0829  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CT0829  DYNAMIC HT  -         611.843 (meters)    2007.35  (feet)  COMP
 CT0829  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 CT0829
 CT0829  VERT ORDER  -  FIRST     CLASS II
 CT0829
 CT0829.The horizontal coordinates were scaled from a topographic map and have
 CT0829.an estimated accuracy of +/- 6 seconds.
 CT0829
 CT0829.The orthometric height was determined by differential leveling
 CT0829.and adjusted by the National Geodetic Survey in June 1991..
 CT0829
 CT0829.The geoid height was determined by GEOID03.
 CT0829
 CT0829.The dynamic height is computed by dividing the NAVD 88
 CT0829.geopotential number by the normal gravity value computed on the
 CT0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0829.degrees latitude (g = 980.6199 gals.).
 CT0829
 CT0829.The modeled gravity was interpolated from observed gravity values.
 CT0829
 CT0829;                    North         East    Units  Estimated Accuracy
 CT0829;SPC TXNC     - 2,062,500.      481,500.      MT  (+/- 180 meters Scaled)
 CT0829
 CT0829                          SUPERSEDED SURVEY CONTROL
 CT0829
 CT0829.No superseded survey control is available for this station.
 CT0829
 CT0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA286655(NAD 83)
 CT0829_MARKER: DR = REFERENCE MARK DISK
 CT0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0829_SP_SET: CONCRETE POST
 CT0829_STAMPING: TUSCOLA NO 2 1961
 CT0829_MARK LOGO: CGS   
 CT0829_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0829+STABILITY: SURFACE MOTION
 CT0829
 CT0829  HISTORY     - Date     Condition        Report By
 CT0829  HISTORY     - 1961     MONUMENTED       CGS
 CT0829  HISTORY     - 1982     GOOD             NGS
 CT0829  HISTORY     - 19940619 GOOD             USPSQD
 CT0829
 CT0829                          STATION DESCRIPTION
 CT0829
 CT0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0829'10.2 KM (6.35 MI) NW FROM LAWN.
 CT0829'10.2 KM (6.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0829'JUNCTION WITH FARM ROAD 604 IN LAWN, 0.3 KM (0.2 MI) SOUTHEAST OF THE
 CT0829'JUNCTION OF U.S. HIGHWAY 83, AT THE NORTHEAST EDGE OF A CULTIVATED
 CT0829'FIELD, 25.8 METERS (84.6 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH
 CT0829'BOUND LANES OF THE HIGHWAY, 22.4 METERS (73.5 FT) NORTHWEST OF A
 CT0829'T-FENCE CORNER, 20.8 METERS (68.3 FT) NORTHWEST OF THE STATION MARK
 CT0829'AND 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 CT0829'THE MARK IS 2.0 METERS  NW FROM A WITNESS POST.
 CT0829'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
 CT0829
 CT0829                          STATION RECOVERY (1994)
 CT0829
 CT0829'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1005 ***********************************************************************
 CU1005  DESIGNATION -  TUTT
 CU1005  PID         -  CU1005
 CU1005  STATE/COUNTY-  TX/FISHER
 CU1005  USGS QUAD   -  BULL CREEK (1969)
 CU1005
 CU1005                         *CURRENT SURVEY CONTROL
 CU1005  ___________________________________________________________________
 CU1005* NAD 83(1993)-  32 43 50.36428(N)    100 35 29.81355(W)     ADJUSTED  
 CU1005* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 CU1005  ___________________________________________________________________
 CU1005  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 CU1005  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CU1005
 CU1005  HORZ ORDER  -  SECOND
 CU1005
 CU1005.The horizontal coordinates were established by classical geodetic methods
 CU1005.and adjusted by the National Geodetic Survey in February 1996..
 CU1005
 CU1005.The orthometric height was scaled from a topographic map.
 CU1005
 CU1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1005
 CU1005.The geoid height was determined by GEOID03.
 CU1005
 CU1005;                    North         East     Units Scale Factor Converg.
 CU1005;SPC TXNC     - 2,119,937.284   403,974.985   MT  0.99988822   -1 08 26.7
 CU1005;SPC TXNC     - 6,955,160.91  1,325,374.60   sFT  0.99988822   -1 08 26.7
 CU1005;UTM  14      - 3,622,548.372   350,859.829   MT  0.99987427   -0 51 38.6
 CU1005
 CU1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1005!SPC TXNC     -   0.99990334  x   0.99988822  =   0.99979157
 CU1005!UTM  14      -   0.99990334  x   0.99987427  =   0.99977762
 CU1005
 CU1005|---------------------------------------------------------------------|
 CU1005| PID    Reference Object                     Distance      Geod. Az  |
 CU1005|                                                           dddmmss.s |
 CU1005| CX8880 TUTT RM 1                             9.542 METERS 07116     |
 CU1005| CX8881 TUTT RM 2                             8.603 METERS 14505     |
 CU1005| CU1008 PYRON ATT MICROWAVE                 APPROX.14.7 KM 1924407.1 |
 CU1005| CU1014 CAMP SPRINGS ATT MICROWAVE          APPROX.18.1 KM 2732738.9 |
 CU1005| CX8879 TUTT AZ MK                                         2800801.1 |
 CU1005|---------------------------------------------------------------------|
 CU1005
 CU1005                          SUPERSEDED SURVEY CONTROL
 CU1005
 CU1005  NAD 83(1986)-  32 43 50.36940(N)    100 35 29.80431(W) AD(       ) 2
 CU1005  NAD 27      -  32 43 49.97753(N)    100 35 28.40383(W) AD(       ) 2
 CU1005
 CU1005.Superseded values are not recommended for survey control.
 CU1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1005.See file dsdata.txt to determine how the superseded data were derived.
 CU1005
 CU1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5086022548(NAD 83)
 CU1005_MARKER: DS = TRIANGULATION STATION DISK
 CU1005_SETTING: 66 = SET IN ROCK OUTCROP
 CU1005
 CU1005  HISTORY     - Date     Condition        Report By
 CU1005  HISTORY     - 1968     MONUMENTED       CGS
 CU1005
 CU1005                          STATION DESCRIPTION
 CU1005
 CU1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1005'THE STATION IS LOCATED ABOUT 12 MILES WEST OF ROBY, 3-1/2
 CU1005'MILES SOUTH OF HOBBS ON A SMALL BUTTE ABOUT 0.3 MILE SOUTH OF
 CU1005'STATE HIGHWAY 180, ON PROPERTY OWNED BY MRS. CONNY TUTT.
 CU1005'
 CU1005'TO REACH THE STATION FROM THE SCURRY COUNTY COURT HOUSE IN SNYDER,
 CU1005'GO EAST ON STATE HIGHWAY 180 FOR 13.9 MILES TO THE JUNCTION OF
 CU1005'FARM ROAD 1614.  CONTINUE EAST ON STATE HIGHWAY 180 FOR 4.6 MILES
 CU1005'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON STATE HIGHWAY
 CU1005'180 FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTH, ON
 CU1005'DIRT ROAD FOR 0.1 MILE TO A WHITE HOUSE AND A WIRE MESH GATE ON
 CU1005'THE RIGHT.  TURN RIGHT, THROUGH GATE, AND GO SOUTHWEST ON TRACK
 CU1005'ROAD FOR 0.3 MILE TO A FORK, WHICH IS ABOUT 75 YARDS BEFORE
 CU1005'REACHING A GATE.  TAKE RIGHT FORK, WEST, FOLLOWING TRACK ROAD
 CU1005'FOR 0.2 MILE TO A DIM SIDE ROAD RIGHT.  TURN RIGHT, NORTH,
 CU1005'ON DIM TRACK ROAD FOR 0.15 MILE TO THE TOP OF A SMALL BUTTE AND
 CU1005'THE STATION.
 CU1005'
 CU1005'THE STATION MARK IS A STANDARD DISK, STAMPED TUTT 1968, CEMENTED
 CU1005'IN A DRILL HOLE IN A ROCK OUTCROP WHICH PROJECTS ABOUT 2
 CU1005'INCHES.  IT IS LOCATED ABOUT 75 YARDS NORTHWEST OF THE SOUTHEAST
 CU1005'END OF THE BUTTE AND 5.0 FEET SOUTHEAST OF A METAL WITNESS POST.
 CU1005'
 CU1005'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TUTT NO 1 1968,
 CU1005'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 FOOT BY 3 FOOT OUTCROP
 CU1005'WHICH IS FLUSH WITH THE GROUND ON SOUTH AND PROJECTS ABOUT 1 FOOT
 CU1005'ON THE NORTH.  IT IS 33.5 FEET EAST OF THE METAL WITNESS POST AND
 CU1005'ABOUT 18 INCHES LOWER THEN THE STATION.
 CU1005'
 CU1005'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TUTT NO 2 1968,
 CU1005'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 FOOT BY 6 FOOT
 CU1005'OUTCROP WHICH PROJECTS ABOUT 2 INCHES.  IT IS 33.5 FEET
 CU1005'SOUTH-SOUTHEAST OF THE METAL WITNESS POST AND ABOUT THE SAME
 CU1005'ELEVATION AS THE STATION.
 CU1005'
 CU1005'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TUTT 1968, CEMENTED
 CU1005'IN A DRILL HOLE IN THE NORTHEAST CORNER BRIDGE ABUTMENT OF THE
 CU1005'BRIDGE OVER THE CLEAR FORK OF THE BRAZOS RIVER.  IT IS 21 FEET
 CU1005'NORTH OF THE CENTER OF STATE HIGHWAY 180 AND 3 FEET WEST OF THE
 CU1005'EAST END OF THE ABUTMENT.
 CU1005'
 CU1005'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1297 ***********************************************************************
 CR1297  DESIGNATION -  TV STATION KLTV RELAY MAST
 CR1297  PID         -  CR1297
 CR1297  STATE/COUNTY-  TX/VAN ZANDT
 CR1297  USGS QUAD   -  BEN WHEELER (1984)
 CR1297
 CR1297                         *CURRENT SURVEY CONTROL
 CR1297  ___________________________________________________________________
 CR1297* NAD 83(1993)-  32 29 24.11232(N)    095 43 56.21056(W)     ADJUSTED  
 CR1297* NAVD 88     -                                                        
 CR1297  ___________________________________________________________________
 CR1297  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 CR1297  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CR1297
 CR1297  HORZ ORDER  -  THIRD
 CR1297
 CR1297.The horizontal coordinates were established by classical geodetic methods
 CR1297.and adjusted by the National Geodetic Survey in February 1996..
 CR1297
 CR1297
 CR1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1297
 CR1297.The geoid height was determined by GEOID03.
 CR1297
 CR1297;                    North         East     Units Scale Factor Converg.
 CR1297;SPC TXNC     - 2,094,729.793   860,079.166   MT  0.99992032   +1 30 34.2
 CR1297;SPC TXNC     - 6,872,459.33  2,821,776.40   sFT  0.99992032   +1 30 34.2
 CR1297;UTM  15      - 3,598,043.805   243,262.041   MT  1.00041289   -1 28 06.4
 CR1297
 CR1297                          SUPERSEDED SURVEY CONTROL
 CR1297
 CR1297  NAD 83(1986)-  32 29 24.11991(N)    095 43 56.19592(W) AD(       ) 4
 CR1297  NAD 27      -  32 29 23.62100(N)    095 43 55.32400(W) AD(       ) 3
 CR1297
 CR1297.Superseded values are not recommended for survey control.
 CR1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1297.See file dsdata.txt to determine how the superseded data were derived.
 CR1297
 CR1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR4326298044(NAD 83)
 CR1297_MARKER: 42 = RADIO/TV MAST
 CR1297
 CR1297  HISTORY     - Date     Condition        Report By
 CR1297  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1297  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR1297
 CR1297                          STATION DESCRIPTION
 CR1297
 CR1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1297'THE STATION IS MADE OF STRUCTURAL STEEL SET IN A CONCRETE
 CR1297'BASE AND IS PAINTED ALTERNATELY RED AND WHITE WITH A LARGE
 CR1297'REFLECTOR NEAR THE TOP.  THE OVERALL HEIGHT IS 250 FEET.
 CR1297'
 CR1297'THE RED LIGHT AT THE APEX WAS THE POINT INTERSECTED.
 CR1297'
 CR1297'TO REACH FROM THE POST OFFICE IN BEN WHEELER GO NORTHWEST OF
 CR1297'FARM ROAD 279 FOR 1.15 MILES TO THE JUNCTION WITH TEXAS ROAD
 CR1297'64.  TURN LEFT ON TEXAS ROAD 64 AND GO 0.5 MILE TO A SIDE
 CR1297'ROAD RIGHT.  TURN RIGHT ON THE SIDE ROAD AND GO 1.8 MILES TO A
 CR1297'T-ROAD.  TURN LEFT AND GO 0.4 MILE TO THE STATION ON THE
 CR1297'LEFT ABOUT 50 YARDS WEST OF THE ROAD.
 CR1297
 CR1297                          STATION RECOVERY (1995)
 CR1297
 CR1297'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1102 ***********************************************************************
 CT1102  DESIGNATION -  TV STATION KRBC MAST
 CT1102  PID         -  CT1102
 CT1102  STATE/COUNTY-  TX/TAYLOR
 CT1102  USGS QUAD   -  POTOSI (1984)
 CT1102
 CT1102                         *CURRENT SURVEY CONTROL
 CT1102  ___________________________________________________________________
 CT1102* NAD 83(1993)-  32 17 06.11746(N)    099 44 24.34979(W)     ADJUSTED  
 CT1102* NAVD 88     -                                                        
 CT1102  ___________________________________________________________________
 CT1102  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CT1102  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CT1102
 CT1102  HORZ ORDER  -  THIRD
 CT1102
 CT1102.The horizontal coordinates were established by classical geodetic methods
 CT1102.and adjusted by the National Geodetic Survey in February 1996..
 CT1102
 CT1102
 CT1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1102
 CT1102.The geoid height was determined by GEOID03.
 CT1102
 CT1102;                    North         East     Units Scale Factor Converg.
 CT1102;SPC TXNC     - 2,069,261.384   483,190.498   MT  0.99996144   -0 40 34.8
 CT1102;SPC TXNC     - 6,788,901.72  1,585,267.49   sFT  0.99996144   -0 40 34.8
 CT1102;UTM  14      - 3,572,270.540   430,310.154   MT  0.99965989   -0 23 43.2
 CT1102
 CT1102                          SUPERSEDED SURVEY CONTROL
 CT1102
 CT1102  NAD 83(1986)-  32 17 06.12486(N)    099 44 24.33686(W) AD(       ) 4
 CT1102  NAD 27      -  32 17 05.65100(N)    099 44 23.03200(W) AD(       ) 3
 CT1102
 CT1102.Superseded values are not recommended for survey control.
 CT1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1102.See file dsdata.txt to determine how the superseded data were derived.
 CT1102
 CT1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3031072271(NAD 83)
 CT1102_MARKER: 42 = RADIO/TV MAST
 CT1102
 CT1102  HISTORY     - Date     Condition        Report By
 CT1102  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1102  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CT1102
 CT1102                          STATION DESCRIPTION
 CT1102
 CT1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1102'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS ON A HIGH
 CT1102'HILL APPROXIMATELY 11-1/2 MILES SOUTH OF ABILENE AND 1 MILE
 CT1102'EAST OF U.S. HIGHWAYS 83 AND 84.
 CT1102'
 CT1102'THE MAST IS A RED AND WHITE SLENDER STEEL STRUCTURE, GUYED,
 CT1102'437 FEET HIGH.
 CT1102
 CT1102                          STATION RECOVERY (1966)
 CT1102
 CT1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (KAE)
 CT1102'THE TOWER HAS BEEN REPLACED WITH ANOTHER TOWER ABOUT 10
 CT1102'FEET S OF THE OLD TOWER (LOWER PORTION OF OLD TOWER IS STILL
 CT1102'IN PLACE).  NEW TOWER IS ABOUT 90 TO 100 FEET HIGHER THAN THE
 CT1102'OLD TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1218 ***********************************************************************
 AJ1218  DESIGNATION -  TWELVE
 AJ1218  PID         -  AJ1218
 AJ1218  STATE/COUNTY-  TX/DUVAL
 AJ1218  USGS QUAD   -  BENAVIDES NE (1968)
 AJ1218
 AJ1218                         *CURRENT SURVEY CONTROL
 AJ1218  ___________________________________________________________________
 AJ1218* NAD 83(1993)-  27 39 58.85000(N)    098 19 41.14820(W)     ADJUSTED  
 AJ1218* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 AJ1218  ___________________________________________________________________
 AJ1218  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ1218  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AJ1218
 AJ1218  HORZ ORDER  -  FIRST
 AJ1218
 AJ1218.The horizontal coordinates were established by classical geodetic methods
 AJ1218.and adjusted by the National Geodetic Survey in February 1996..
 AJ1218
 AJ1218.The orthometric height was scaled from a topographic map.
 AJ1218
 AJ1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1218
 AJ1218.The geoid height was determined by GEOID03.
 AJ1218
 AJ1218;                    North         East     Units Scale Factor Converg.
 AJ1218;SPC TX S     - 5,221,564.480   316,959.872   MT  0.99996198   +0 04 41.0
 AJ1218;SPC TX S     -17,131,082.80  1,039,892.51   sFT  0.99996198   +0 04 41.0
 AJ1218;UTM  14      - 3,060,423.256   566,266.460   MT  0.99965420   +0 18 43.2
 AJ1218
 AJ1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1218!SPC TX S     -   0.99998460  x   0.99996198  =   0.99994658
 AJ1218!UTM  14      -   0.99998460  x   0.99965420  =   0.99963881
 AJ1218
 AJ1218:                Primary Azimuth Mark                     Grid Az
 AJ1218:SPC TX S     -  ALICE OLD MUNICIPAL TANK                 069 51 00.0
 AJ1218:UTM  14      -  ALICE OLD MUNICIPAL TANK                 069 36 57.8
 AJ1218
 AJ1218|---------------------------------------------------------------------|
 AJ1218| PID    Reference Object                     Distance      Geod. Az  |
 AJ1218|                                                           dddmmss.s |
 AJ1218| AJ1205 ALICE OLD MUNICIPAL TANK            APPROX.27.0 KM 0695541.0 |
 AJ1218| CV3533 TWELVE AZ MK                                       2194148.1 |
 AJ1218| CV3534 TWELVE RM 1                          24.838 METERS 22206     |
 AJ1218| CV3535 TWELVE RM 2                          20.281 METERS 32604     |
 AJ1218|---------------------------------------------------------------------|
 AJ1218
 AJ1218                          SUPERSEDED SURVEY CONTROL
 AJ1218
 AJ1218  NAD 83(1986)-  27 39 58.85656(N)    098 19 41.12420(W) AD(       ) 1
 AJ1218  NAD 27      -  27 39 57.75200(N)    098 19 40.09700(W) AD(       ) 1
 AJ1218
 AJ1218.Superseded values are not recommended for survey control.
 AJ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1218.See file dsdata.txt to determine how the superseded data were derived.
 AJ1218
 AJ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6626660423(NAD 83)
 AJ1218_MARKER: DS = TRIANGULATION STATION DISK
 AJ1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1218
 AJ1218  HISTORY     - Date     Condition        Report By
 AJ1218  HISTORY     - 1935     MONUMENTED       CGS
 AJ1218  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AJ1218  HISTORY     - 1956     SEE DESCRIPTION  AEROS
 AJ1218  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AJ1218
 AJ1218                          STATION DESCRIPTION
 AJ1218
 AJ1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1218'STATION IS 8.5 MILES SW OF SAN DIEGO AND 7.0 MILES NE OF BENAVIDES
 AJ1218'IN A ROCKY MESQUITE COVERED PASUTRE ON THE NW SIDE OF TEXAS
 AJ1218'HIGHWAY 12 ON TOP OF LOW RIDGE.  IT IS 75 FEET NW OF CENTER LINE
 AJ1218'OF PAVED HIGHWAY AND 15 FEET NW OF NW RIGHT-OF-WAY FENCE LINE.
 AJ1218'
 AJ1218'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1218'BRONZE DISKS SET IN CONCRETE.
 AJ1218'
 AJ1218'REFERENCE MARK NO. 1 IS LOCATED S OF STATION, 75 FEET NW OF
 AJ1218'CENTER LINE OF ROAD.
 AJ1218'
 AJ1218'REFERENCE MARK NO. 2 IS LOCATED W OF STATION, 140 FEET NW OF
 AJ1218'CENTER LINE OF ROAD.
 AJ1218'
 AJ1218'AZIMUTH MARK IS 0.85 MILE SW OF STATION ON SE SIDE OF ROAD,
 AJ1218'50 FEET SE OF THE CENTER LINE OF ROAD.  TO REACH FROM STATION GO
 AJ1218'SW ON HIGHWAY 12 FOR 0.85 MILE TO MARK ON LEFT.
 AJ1218'
 AJ1218'TO REACH FROM POST OFFICE IN SAN DIEGO, GO SW ON STATE HIGHWAY
 AJ1218'12 FOR A DISTANCE OF 8.9 MILES TO TOP OF GRADE AND STATION ON
 AJ1218'RIGHT.
 AJ1218'
 AJ1218'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1218
 AJ1218                          STATION RECOVERY (1950)
 AJ1218
 AJ1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 AJ1218'STATION WAS RECOVERED, BUT IT HAS BEEN UPROOTED.
 AJ1218
 AJ1218                          STATION RECOVERY (1956)
 AJ1218
 AJ1218'RECOVERY NOTE BY AERO SERVICE CORPORATION 1956 (SY)
 AJ1218'LETTER OF MR. SAM YATES, AERO SERVICE CORP., PHILADELPHIA,
 AJ1218'PA., DATED MAY 28, 1956--
 AJ1218'
 AJ1218'THE STATION SURFACE MARK WAS BULLDOZED OVER.  THE SUBSURFACE.
 AJ1218'MARK WAS FOUND.
 AJ1218'
 AJ1218'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE ALSO BULLDOZED OVER.
 AJ1218
 AJ1218                          STATION RECOVERY (1961)
 AJ1218
 AJ1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1218'THE STATION SURFACE DISK WAS FOUND PUSHED OVER BY BRUSH CLEARING
 AJ1218'EQUIPMENT.  THE SUB-SURFACE DISK WAS FOUND IN A TIPPED POSITION.
 AJ1218'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK HAVE BEEN DESTROYED
 AJ1218'BY ROAD CONSTRUCTION.  REFERENCE MARK NO. 2 WAS RECOVERED IN
 AJ1218'GOOD CONDITION BUT WAS DESTROYED BY THIS PARTY.  A COMPLETE NEW
 AJ1218'STATION WAS ESTABLISHED BY THIS PARTY CALLED TWELVE 2.
 AJ1218'
 AJ1218'SEE DESCRIPTION FOR TWELVE 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1219 ***********************************************************************
 AJ1219  DESIGNATION -  TWELVE 2
 AJ1219  PID         -  AJ1219
 AJ1219  STATE/COUNTY-  TX/DUVAL
 AJ1219  USGS QUAD   -  BENAVIDES NE (1968)
 AJ1219
 AJ1219                         *CURRENT SURVEY CONTROL
 AJ1219  ___________________________________________________________________
 AJ1219* NAD 83(1993)-  27 39 58.83751(N)    098 19 41.23724(W)     ADJUSTED  
 AJ1219* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 AJ1219  ___________________________________________________________________
 AJ1219  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ1219  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AJ1219
 AJ1219  HORZ ORDER  -  SECOND
 AJ1219
 AJ1219.The horizontal coordinates were established by classical geodetic methods
 AJ1219.and adjusted by the National Geodetic Survey in February 1996..
 AJ1219
 AJ1219.The orthometric height was scaled from a topographic map.
 AJ1219
 AJ1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1219
 AJ1219.The geoid height was determined by GEOID03.
 AJ1219
 AJ1219;                    North         East     Units Scale Factor Converg.
 AJ1219;SPC TX S     - 5,221,564.092   316,957.432   MT  0.99996198   +0 04 40.9
 AJ1219;SPC TX S     -17,131,081.53  1,039,884.51   sFT  0.99996198   +0 04 40.9
 AJ1219;UTM  14      - 3,060,422.858   566,264.022   MT  0.99965420   +0 18 43.1
 AJ1219
 AJ1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1219!SPC TX S     -   0.99998460  x   0.99996198  =   0.99994658
 AJ1219!UTM  14      -   0.99998460  x   0.99965420  =   0.99963881
 AJ1219
 AJ1219|---------------------------------------------------------------------|
 AJ1219| PID    Reference Object                     Distance      Geod. Az  |
 AJ1219|                                                           dddmmss.s |
 AJ1219| CV3537 TWELVE 2 RM 3                        31.152 METERS 05136     |
 AJ1219| CV3538 TWELVE 2 RM 4                        32.970 METERS 21102     |
 AJ1219| AJ1225 BENAVIDES MUNICIPAL TANK            APPROX.11.8 KM 2274629.8 |
 AJ1219| AJ1227 BENAVIDES PITTSBURGH GLASS MST      APPROX. 7.1 KM 2911637.7 |
 AJ1219| CV3536 TWELVE 2 AZ MK                                     3274042.5 |
 AJ1219|---------------------------------------------------------------------|
 AJ1219
 AJ1219                          SUPERSEDED SURVEY CONTROL
 AJ1219
 AJ1219  NAD 83(1986)-  27 39 58.84403(N)    098 19 41.21311(W) AD(       ) 2
 AJ1219  NAD 27      -  27 39 57.73920(N)    098 19 40.18480(W) AD(       ) 2
 AJ1219
 AJ1219.Superseded values are not recommended for survey control.
 AJ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1219.See file dsdata.txt to determine how the superseded data were derived.
 AJ1219
 AJ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6626460423(NAD 83)
 AJ1219_MARKER: DS = TRIANGULATION STATION DISK
 AJ1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1219
 AJ1219  HISTORY     - Date     Condition        Report By
 AJ1219  HISTORY     - 1961     MONUMENTED       CGS
 AJ1219  HISTORY     - 20021120 MARK NOT FOUND   INDIV
 AJ1219
 AJ1219                          STATION DESCRIPTION
 AJ1219
 AJ1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1219'THE STATION IS APPROXIMATELY 8-3/4 MILES SOUTHWEST OF SAN DIEGO,
 AJ1219'8 MILES NORTHEAST OF BENAVIDES, ALONG THE NORTHWEST SIDE OF
 AJ1219'STATE HIGHWAY 359 AND ON PROPERTY OWNED BY MRS. LORENZ BROTTEN
 AJ1219'AND LEASED BY MR. TOM MC NEILL OF ORANGE GROVE, TEXAS.
 AJ1219'
 AJ1219'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 339
 AJ1219'AND 359 IN BENAVIDES, GO NORTHEAST ON HIGHWAY 359 FOR 5.25
 AJ1219'MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE NORTHEAST ON
 AJ1219'HIGHWAY 359 FOR 1.8 MILES TO A METAL GATE AND A FARM ROAD ON THE
 AJ1219'RIGHT.  CONTINUE NORTHEAST FOR APPROXIMATELY 200 FEET TO THE
 AJ1219'STATION ON THE LEFT.  CONTINUE NORTHEAST ON HIGHWAY 359 FOR
 AJ1219'0.1 MILE TO A BUMPER GATE AND A SIDE ROAD ON THE LEFT.  TURN
 AJ1219'LEFT, NORTHWEST, ON THE CLICHE ROAD FOR 0.35 MILE TO A CATTLE
 AJ1219'GUARD AND THE AZIMUTH MARK ON THE RIGHT.
 AJ1219'
 AJ1219'STATION MARKS ARE STANDARD DISKS STAMPED TWELVE 2 1961.  THE
 AJ1219'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1219'4 INCHES.  IT IS 221 FEET NORTH OF THE CENTER OF A METAL GATE,
 AJ1219'69 FEET NORTHWEST OF THE CENTER OF HIGHWAY 359, 19.5 FEET
 AJ1219'NORTHWEST OF A FENCE AND 3.2 FEET NORTHWEST OF A METAL WITNESS
 AJ1219'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AJ1219'CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1219'
 AJ1219'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED TWELVE 2 NO 3 1961,
 AJ1219'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1219'IT IS 40 FEET NORTHWEST OF THE CENTER OF HIGHWAY 359 AND 1
 AJ1219'FOOT NORTHWEST OF THE FENCE.
 AJ1219'
 AJ1219'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED TWELVE 2 NO 4
 AJ1219'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1219'IT IS 41 FEET NORTHWEST OF THE CENTER OF HIGHWAY 359 AND 1 FOOT
 AJ1219'NORTHWEST OF THE FENCE.
 AJ1219'
 AJ1219'AZIMUTH MARK, A STANDARD DISK STAMPED TWELVE 2 1961, IS SET IN A
 AJ1219'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 19.5
 AJ1219'FEET EAST OF THE CENTER OF THE CATTLE GUARD, 13 FEET NORTHEAST
 AJ1219'OF THE CENTER OF THE CLICHE ROAD, 2.6 FEET WEST OF A METAL
 AJ1219'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 AJ1219'
 AJ1219'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1219'
 AJ1219'SEVERAL HOURS CLEARING NEEDED TO SEE THE AZIMUTH MARK FROM THE
 AJ1219'GROUND.
 AJ1219'
 AJ1219'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AJ1219
 AJ1219                          STATION RECOVERY (2002)
 AJ1219
 AJ1219'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRP)
 AJ1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0862 ***********************************************************************
 BP0862  DESIGNATION -  TWELVE MILE
 BP0862  PID         -  BP0862
 BP0862  STATE/COUNTY-  TX/PECOS
 BP0862  USGS QUAD   -  EAST MESA (1970)
 BP0862
 BP0862                         *CURRENT SURVEY CONTROL
 BP0862  ___________________________________________________________________
 BP0862* NAD 83(1993)-  30 57 46.17205(N)    102 40 52.19045(W)     ADJUSTED  
 BP0862* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 BP0862  ___________________________________________________________________
 BP0862  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 BP0862  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BP0862
 BP0862  HORZ ORDER  -  THIRD
 BP0862
 BP0862.The horizontal coordinates were established by classical geodetic methods
 BP0862.and adjusted by the National Geodetic Survey in February 1996..
 BP0862
 BP0862.The orthometric height was scaled from a topographic map.
 BP0862
 BP0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0862
 BP0862.The geoid height was determined by GEOID03.
 BP0862
 BP0862;                    North         East     Units Scale Factor Converg.
 BP0862;SPC TX C     - 3,146,052.385   475,728.353   MT  0.99988197   -1 12 33.4
 BP0862;SPC TX C     -10,321,673.53  1,560,785.44   sFT  0.99988197   -1 12 33.4
 BP0862;UTM  13      - 3,427,788.721   721,484.633   MT  1.00020515   +1 11 36.5
 BP0862
 BP0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0862!SPC TX C     -   0.99985290  x   0.99988197  =   0.99973488
 BP0862!UTM  13      -   0.99985290  x   1.00020515  =   1.00005802
 BP0862
 BP0862:                Primary Azimuth Mark                     Grid Az
 BP0862:SPC TX C     -  THREE MILE                               228 27 44.5
 BP0862:UTM  13      -  THREE MILE                               226 03 34.6
 BP0862
 BP0862|---------------------------------------------------------------------|
 BP0862| PID    Reference Object                     Distance      Geod. Az  |
 BP0862|                                                           dddmmss.s |
 BP0862| BP0876 THREE MILE                          APPROX.16.9 KM 2271511.1 |
 BP0862|---------------------------------------------------------------------|
 BP0862
 BP0862                          SUPERSEDED SURVEY CONTROL
 BP0862
 BP0862  NAD 83(1986)-  30 57 46.17587(N)    102 40 52.18234(W) AD(       ) 3
 BP0862  NAD 27      -  30 57 45.62541(N)    102 40 50.64887(W) AD(       ) 3
 BP0862
 BP0862.Superseded values are not recommended for survey control.
 BP0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0862.See file dsdata.txt to determine how the superseded data were derived.
 BP0862
 BP0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ2148527789(NAD 83)
 BP0862_MARKER: H = DRILL HOLE
 BP0862_SETTING: 0 = UNSPECIFIED SETTING
 BP0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0862
 BP0862  HISTORY     - Date     Condition        Report By
 BP0862  HISTORY     - 1920     MONUMENTED       USGS
 BP0862
 BP0862                          STATION DESCRIPTION
 BP0862
 BP0862'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 BP0862'LOCATED 12 MI. NE. OF FORT STOCKTON ON HIGHEST PART OF NORTHWESTERN
 BP0862'END OF ---TWELVE MILE MESA---, WHICH IS SECOND LARGE MESA FROM FORT
 BP0862'STOCKTON LYING S. OF THE KANSAS CITY, MEXICO AND ORIENT RAILROAD AND
 BP0862'N. OF FORT STOCKTON - SHEFFIELD RD.  STATION IS ON SMALL ROCKY RISE
 BP0862'4 FT. HIGHER THAN REST OF THAT PART OF THE MESA.
 BP0862'
 BP0862'STATION MARK - DRILL HOLE IN CENTER OF TRIANGLE CHISLED IN OUTCROP OF
 BP0862'SOLID ROCK.  A CAIRN ABOUT 7 FT. HIGH CENTERED OVER STATION.
 BP0862'
 BP0862'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0877 ***********************************************************************
 BP0877  DESIGNATION -  TWELVE MILE 2
 BP0877  PID         -  BP0877
 BP0877  STATE/COUNTY-  TX/PECOS
 BP0877  USGS QUAD   -  TWELVEMILE MESA (1970)
 BP0877
 BP0877                         *CURRENT SURVEY CONTROL
 BP0877  ___________________________________________________________________
 BP0877* NAD 83(1993)-  30 45 45.32136(N)    102 59 25.69293(W)     ADJUSTED  
 BP0877* NAVD 88     -      1138.     (meters)    3734.     (feet)  SCALED    
 BP0877  ___________________________________________________________________
 BP0877  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BP0877  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 BP0877
 BP0877  HORZ ORDER  -  THIRD
 BP0877
 BP0877.The horizontal coordinates were established by classical geodetic methods
 BP0877.and adjusted by the National Geodetic Survey in February 1996..
 BP0877
 BP0877.The orthometric height was scaled from a topographic map.
 BP0877
 BP0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0877
 BP0877.The geoid height was determined by GEOID03.
 BP0877
 BP0877;                    North         East     Units Scale Factor Converg.
 BP0877;SPC TX C     - 3,124,526.303   445,657.655   MT  0.99989038   -1 22 06.9
 BP0877;SPC TX C     -10,251,050.05  1,462,128.49   sFT  0.99989038   -1 22 06.9
 BP0877;UTM  13      - 3,405,016.947   692,334.461   MT  1.00005635   +1 01 41.4
 BP0877
 BP0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0877!SPC TX C     -   0.99982491  x   0.99989038  =   0.99971531
 BP0877!UTM  13      -   0.99982491  x   1.00005635  =   0.99988125
 BP0877
 BP0877:                Primary Azimuth Mark                     Grid Az
 BP0877:SPC TX C     -  RIM                                      121 34 54.0
 BP0877:UTM  13      -  RIM                                      119 11 05.7
 BP0877
 BP0877|---------------------------------------------------------------------|
 BP0877| PID    Reference Object                     Distance      Geod. Az  |
 BP0877|                                                           dddmmss.s |
 BP0877| BP0870 RIM                                 APPROX. 8.9 KM 1201247.1 |
 BP0877|---------------------------------------------------------------------|
 BP0877
 BP0877                          SUPERSEDED SURVEY CONTROL
 BP0877
 BP0877  NAD 83(1986)-  30 45 45.31218(N)    102 59 25.69207(W) AD(       ) 3
 BP0877  NAD 27      -  30 45 44.73900(N)    102 59 24.10200(W) AD(       ) 3
 BP0877
 BP0877.Superseded values are not recommended for survey control.
 BP0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0877.See file dsdata.txt to determine how the superseded data were derived.
 BP0877
 BP0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ9233405017(NAD 83)
 BP0877_MARKER: DD = SURVEY DISK
 BP0877_SETTING: 66 = SET IN ROCK OUTCROP
 BP0877_SP_SET: SET IN ROCK OUTCROP
 BP0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0877+STABILITY: POSITION/ELEVATION WELL
 BP0877
 BP0877  HISTORY     - Date     Condition        Report By
 BP0877  HISTORY     - 1965     MONUMENTED       USGS
 BP0877
 BP0877                          STATION DESCRIPTION
 BP0877
 BP0877'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BP0877'LOCATED 11 MI. SW. OF FORT STOCKTON, 2.7 MI. SE. OF THE SANTA FE
 BP0877'RAILROAD.
 BP0877'TO REACH FROM THE COURTHOUSE IN FORT STOCKTON, DRIVE 0.7 MI. W. TO THE
 BP0877'MARATHON RD. TURN S. AND GO 10 MI. ALONG THE MARATHON RD. TO ENTRANCE
 BP0877'TO PUCKETT RANCH, TURN RIGHT AND GO 1.7 MI. TO RANCH HEADQUARTERS,
 BP0877'CONTINUE WESTERLY TO GATE, TURN NORTHWESTERLY ON TRACK RD. ON E. SIDE
 BP0877'OF FENCE AND GO 2.3 MI. TO GATE SW. OF WINDMILL, PASS THROUGH GATE AND
 BP0877'DRIVE W. ALONG FENCE FOR 0.1 MI. TO ANOTHER GATE, PASS THROUGH GATE
 BP0877'THEN TURN S. ON RD. ALONG FENCE AND GO 0.6 MI. TO FENCE CORNER, TURN
 BP0877'RIGHT AND GO W. FOR 0.5 MI. TO T-RD., TURN RIGHT AND CONTINUE N. FOR
 BP0877'1.4 MI. TO POINT WHERE THE MESA  APPEARS TO THE W., TURN OFF
 BP0877'NORTHWESTERLY AND GO 0.2 MI. ACROSS COUNTRY TO E. BASE OF MESA AND END
 BP0877'OF TRUCK TRAVEL, PACK SW. UP STEEP SIDE TO S. TIP OF MESA TO A 6 FT.
 BP0877'CAIRN AND STATION, A 5 MINUTE PACK.
 BP0877'
 BP0877'STATION MARK - STANDARD TABLET, STAMPED ---TWELVE MILE 2 1965---, SET
 BP0877'IN SOLID ROCK.
 BP0877'
 BP0877'REFERENCE MARK NO.1 COPPER NAIL AND WASHER SET IN SOLID ROCK, 18.94
 BP0877'FT. FROM STATION MARK, S 50 DEG 41 MIN W.
 BP0877'
 BP0877'REFERENCE MARK NO.2 COPPER NAIL AND WASHER SET IN SOLID ROCK, 30.50
 BP0877'FT. FROM STATION MARK, N 09 DEG 28 MIN W.
 BP0877'
 BP0877'NOTE-CAIRN OVER WHAT WE ASSUME IS STATION ---TWELVE MILE---. CAIRN IS
 BP0877'ABOUT 8 FT. IN DIAMETER AT BASE, 6.4 FT. HIGH, 17.2 FT. FROM STATION,
 BP0877'TWELVE MILE 2, N 89 DEG 58 MIN W.  ORIGINAL
 BP0877'ASSUMPTION IS IN ERROR.  STATION WAS DETERMINED TO BE ---BELDING---
 BP0877'NOT ---TWELVE MILE---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1033 ***********************************************************************
 GK1033  DESIGNATION -  TWICH
 GK1033  PID         -  GK1033
 GK1033  STATE/COUNTY-  TX/OCHILTREE
 GK1033  USGS QUAD   -  HUNTOON (1973)
 GK1033
 GK1033                         *CURRENT SURVEY CONTROL
 GK1033  ___________________________________________________________________
 GK1033* NAD 83(1993)-  36 27 06.85686(N)    100 40 41.01261(W)     ADJUSTED  
 GK1033* NAVD 88     -       884.     (meters)    2900.     (feet)  SCALED    
 GK1033  ___________________________________________________________________
 GK1033  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GK1033  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GK1033
 GK1033  HORZ ORDER  -  THIRD
 GK1033
 GK1033.The horizontal coordinates were established by classical geodetic methods
 GK1033.and adjusted by the National Geodetic Survey in February 1996..
 GK1033
 GK1033.The orthometric height was scaled from a topographic map.
 GK1033
 GK1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1033
 GK1033.The geoid height was determined by GEOID03.
 GK1033
 GK1033;                    North         East     Units Scale Factor Converg.
 GK1033;SPC TX N     - 1,272,330.223   273,688.692   MT  1.00007371   +0 28 34.8
 GK1033;SPC TX N     - 4,174,303.41    897,926.98   sFT  1.00007371   +0 28 34.8
 GK1033;SPC OK N     -   164,405.599   359,962.042   MT  0.99995769   -1 34 49.6
 GK1033;SPC OK N     -   539,387.37  1,180,975.47   sFT  0.99995769   -1 34 49.6
 GK1033;UTM  14      - 4,035,381.781   349,621.713   MT  0.99987862   -0 59 49.9
 GK1033
 GK1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1033!SPC TX N     -   0.99986554  x   1.00007371  =   0.99993925
 GK1033!SPC OK N     -   0.99986554  x   0.99995769  =   0.99982324
 GK1033!UTM  14      -   0.99986554  x   0.99987862  =   0.99974418
 GK1033
 GK1033|---------------------------------------------------------------------|
 GK1033| PID    Reference Object                     Distance      Geod. Az  |
 GK1033|                                                           dddmmss.s |
 GK1033| CL3492 TWICH RM 1                            5.882 METERS 07635     |
 GK1033| GK1032 HUNTOON PERRYTON EQUITY ELEV        APPROX. 4.2 KM 0833555.9 |
 GK1033| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX.12.4 KM 0893725.2 |
 GK1033| CL3494 TWICH 2 RM 3                         15.743 METERS 09834     |
 GK1033| GK1034 TWICH 2                               7.817 METERS 15450     |
 GK1033| CL3495 TWICH 2 RM 4                                       20952     |
 GK1033| GK1028 PERRYTON AIRPORT BEACON             APPROX. 7.6 KM 2355345.0 |
 GK1033| CL3493 TWICH RM 2                            5.070 METERS 23812     |
 GK1033| GK1061 PERRYTON EQUITY GRAIN ELEV          APPROX.12.6 KM 2425626.8 |
 GK1033| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX.12.7 KM 2431757.9 |
 GK1033| GK1027 TWICHELL PERRYTON EQUITY ELEV       APPROX. 4.4 KM 2494138.3 |
 GK1033| CL3491 TWICH AZ MK                                        2521054.3 |
 GK1033|---------------------------------------------------------------------|
 GK1033
 GK1033                          SUPERSEDED SURVEY CONTROL
 GK1033
 GK1033  NAD 83(1993)-  36 27 06.85685(N)    100 40 41.01249(W) AD(       ) 3
 GK1033  NAD 83(1986)-  36 27 06.86278(N)    100 40 41.00142(W) AD(       ) 3
 GK1033  NAD 27      -  36 27 06.75300(N)    100 40 39.46700(W) AD(       ) 3
 GK1033
 GK1033.Superseded values are not recommended for survey control.
 GK1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1033.See file dsdata.txt to determine how the superseded data were derived.
 GK1033
 GK1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4962235382(NAD 83)
 GK1033_MARKER: DS = TRIANGULATION STATION DISK
 GK1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1033
 GK1033  HISTORY     - Date     Condition        Report By
 GK1033  HISTORY     - 1952     MONUMENTED       CGS
 GK1033  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK1033  HISTORY     - 1978     SEE DESCRIPTION  NGS
 GK1033
 GK1033                          STATION DESCRIPTION
 GK1033
 GK1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1033'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE HIGHWAY
 GK1033'117.  IT IS LOCATED AIRLINE ABOUT 3 MILES WEST-SOUTHWEST OF
 GK1033'TWICHELL AND ABOUT 5-1/2 MILES NORTHEAST OF PERRYTON.
 GK1033'
 GK1033'THE STATION IS A STANDARD DISK STAMPED TWICH 1952 SET IN TOP
 GK1033'OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 GK1033'WITH THE GROUND.  IT IS 45 FEET SOUTH OF THE CENTER LINE OF
 GK1033'STATE HIGHWAY 117, 10 FEET WEST OF A TELEPHONE POLE, AND
 GK1033'5 FEET NORTHWEST OF A WHITE WITNESS POST.
 GK1033'
 GK1033'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TWICH
 GK1033'NO 1 1952 SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 GK1033'WHICH IS ABOUT FLUSH WITH THE GROUND AND ABOUT 1 FOOT HIGHER
 GK1033'THAN THE STATION.  IT IS 48 FEET SOUTH OF THE CENTER LINE
 GK1033'OF STATE HIGHWAY 117, 8 FEET EAST OF A TELEPHONE POLE, AND
 GK1033'IN AN EAST-WEST FENCE LINE.
 GK1033'
 GK1033'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TWICH
 GK1033'NO 2 1952 SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 GK1033'WHICH IS ABOUT FLUSH WITH THE GROUND AND ABOUT 2 FEET HIGHER
 GK1033'THAN THE STATION.  IT IS 48 FEET SOUTH OF THE CENTER LINE
 GK1033'OF STATE HIGHWAY 117 AND IS IN AN EAST-WEST FENCE LINE.
 GK1033'
 GK1033'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TWICH 1952 SET
 GK1033'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GK1033'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF A
 GK1033'TELEPHONE POLE, ABOUT 60 FEET SOUTH OF THE SOUTH RAIL OF A
 GK1033'RAILROAD TRACK, AND ABOUT 80 FEET NORTH OF THE CENTER LINE
 GK1033'OF STATE HIGHWAY 117.
 GK1033'
 GK1033'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117
 GK1033'AND U.S. HIGHWAY 83 IN PERRYTON, GO NORTHEASTERLY ON STATE
 GK1033'HIGHWAY 117 FOR 7.3 MILES TO A TELEPHONE POLE ON THE LEFT,
 GK1033'NORTH, SIDE OF THE HIGHWAY AND THE AZIMUTH MARK.  CONTINUE
 GK1033'NORTHEASTERLY ON THE HIGHWAY FOR 0.5 MILE TO THE STATION ON
 GK1033'THE RIGHT, SOUTH, SIDE OF THE HIGHWAY.
 GK1033
 GK1033                          STATION RECOVERY (1973)
 GK1033
 GK1033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SJS)
 GK1033'ALL MARKS WERE SEARCHED FOR BUT NOT FOUND.  THEY ARE ASSUMED
 GK1033'DESTROYED BY HIGHWAY CONSTRUCTION.
 GK1033
 GK1033                          STATION RECOVERY (1978)
 GK1033
 GK1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GK1033'THE STATION SURFACE MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK,
 GK1033'WERE ALL FOUND TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE
 GK1033'STATION SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GK1033'
 GK1033'THE STATION SUB-SURFACE MARK IS LOCATED IN BAR-DITCH OF HIGHWAY, AND
 GK1033'WITH ANY ROAD IMPROVEMENT THE MARK WOULD BE DESTROYED.
 GK1033'
 GK1033'TWICH 2 WAS ESTABLISHED, ALONG THE SOUTH RIGHT-OF-WAY OF HIGHWAY, AND
 GK1033'TRAVERSE TIE MADE BETWEEN THE TWO STATIONS.
 GK1033'
 GK1033'SEE DESCRIPTION TO TWICH 2 1978.
 GK1033'
 GK1033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PERRYTON NW
 GK1033'8-MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1034 ***********************************************************************
 GK1034  DESIGNATION -  TWICH 2
 GK1034  PID         -  GK1034
 GK1034  STATE/COUNTY-  TX/OCHILTREE
 GK1034  USGS QUAD   -  HUNTOON (1973)
 GK1034
 GK1034                         *CURRENT SURVEY CONTROL
 GK1034  ___________________________________________________________________
 GK1034* NAD 83(1993)-  36 27 06.62732(N)    100 40 40.87914(W)     ADJUSTED  
 GK1034* NAVD 88     -       884.     (meters)    2900.     (feet)  SCALED    
 GK1034  ___________________________________________________________________
 GK1034  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GK1034  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GK1034
 GK1034  HORZ ORDER  -  THIRD
 GK1034
 GK1034.The horizontal coordinates were established by classical geodetic methods
 GK1034.and adjusted by the National Geodetic Survey in February 1996..
 GK1034.No horizontal observational check was made to the station.
 GK1034
 GK1034.The orthometric height was scaled from a topographic map.
 GK1034
 GK1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1034
 GK1034.The geoid height was determined by GEOID03.
 GK1034
 GK1034;                    North         East     Units Scale Factor Converg.
 GK1034;SPC TX N     - 1,272,323.175   273,692.074   MT  1.00007369   +0 28 34.9
 GK1034;SPC TX N     - 4,174,280.28    897,938.08   sFT  1.00007369   +0 28 34.9
 GK1034;SPC OK N     -   164,398.435   359,965.169   MT  0.99995769   -1 34 49.5
 GK1034;SPC OK N     -   539,363.87  1,180,985.73   sFT  0.99995769   -1 34 49.5
 GK1034;UTM  14      - 4,035,374.650   349,624.913   MT  0.99987861   -0 59 49.8
 GK1034
 GK1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1034!SPC TX N     -   0.99986554  x   1.00007369  =   0.99993923
 GK1034!SPC OK N     -   0.99986554  x   0.99995769  =   0.99982324
 GK1034!UTM  14      -   0.99986554  x   0.99987861  =   0.99974417
 GK1034
 GK1034|---------------------------------------------------------------------|
 GK1034| PID    Reference Object                     Distance      Geod. Az  |
 GK1034|                                                           dddmmss.s |
 GK1034| CL3494 TWICH 2 RM 3                         13.122 METERS 06902     |
 GK1034| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX.12.4 KM 0893527.4 |
 GK1034| GK1028 PERRYTON AIRPORT BEACON             APPROX. 7.6 KM 2355714.2 |
 GK1034| GK1065 PERRYTON SOUTH MUNICIPAL TANK       APPROX.13.1 KM 2380659.4 |
 GK1034| CL3495 TWICH 2 RM 4                                       24739     |
 GK1034| GK1033 TWICH                                 7.817 METERS 33450     |
 GK1034|---------------------------------------------------------------------|
 GK1034
 GK1034                          SUPERSEDED SURVEY CONTROL
 GK1034
 GK1034  NAD 83(1993)-  36 27 06.62731(N)    100 40 40.87903(W) AD(       ) 3
 GK1034  NAD 83(1986)-  36 27 06.63322(N)    100 40 40.86794(W) AD(       ) 3
 GK1034  NAD 27      -  36 27 06.52346(N)    100 40 39.33353(W) AD(       ) 3
 GK1034
 GK1034.Superseded values are not recommended for survey control.
 GK1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1034.See file dsdata.txt to determine how the superseded data were derived.
 GK1034
 GK1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4962535375(NAD 83)
 GK1034_MARKER: DS = TRIANGULATION STATION DISK
 GK1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1034+STABILITY: SURFACE MOTION
 GK1034
 GK1034  HISTORY     - Date     Condition        Report By
 GK1034  HISTORY     - 1978     MONUMENTED       NGS
 GK1034
 GK1034                          STATION DESCRIPTION
 GK1034
 GK1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GK1034'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF PERRYTON, 8
 GK1034'MILES WEST OF BROOKER, 3 MILES EAST-NORTHEAST OF THE TWICHELL
 GK1034'GRAIN ELEVATORS AND ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 15.
 GK1034'
 GK1034'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND
 GK1034'STATE HIGHWAY 15 IN PERRYTON.  GO EASTERLY ON STATE HIGHWAY 15 FOR
 GK1034'5.0 MILES TO THE TWICHELL GRAIN ELEVATORS ON THE LEFT.  CONTINUE
 GK1034'EASTERLY ON STATE HIGHWAY 15 FOR 2.8 MILES TO STATION ON THE
 GK1034'RIGHT.
 GK1034'
 GK1034'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 GK1034'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED TWICH 2 1978.
 GK1034'IT IS 61 FEET SOUTH OF THE CENTER OF HIGHWAY, 9.4 FEET WEST OF A
 GK1034'HIGH LINE POLE, 2 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 GK1034'AND 1.6 FEET NORTH OF THE FENCE LINE.
 GK1034'
 GK1034'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 GK1034'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED TWICH 2
 GK1034'NO 3 1978.  IT IS 61 FEET SOUTH OF THE CENTER OF HIGHWAY, 32.8 FEET
 GK1034'EAST OF A HIGH LINE POLE AND 1-FOOT NORTH OF THE FENCE LINE.
 GK1034'
 GK1034'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A
 GK1034'ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND THE
 GK1034'DISK IS STAMPED TWICH 2 NO 4 1978.  IT IS 61 FEET SOUTH OF THE
 GK1034'CENTER OF HIGHWAY, 43.8 FEET WEST OF A HIGH LINE POLE AND 1-FOOT
 GK1034'NORTH OF THE FENCE LINE.
 GK1034'
 GK1034'NEAREST TOWN--PERRYTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1030 ***********************************************************************
 GK1030  DESIGNATION -  TWICHELL
 GK1030  PID         -  GK1030
 GK1030  STATE/COUNTY-  TX/OCHILTREE
 GK1030  USGS QUAD   -  HUNTOON (1973)
 GK1030
 GK1030                         *CURRENT SURVEY CONTROL
 GK1030  ___________________________________________________________________
 GK1030* NAD 83(1993)-  36 26 05.18275(N)    100 43 50.66372(W)     ADJUSTED  
 GK1030* NAVD 88     -       889.     (meters)    2917.     (feet)  SCALED    
 GK1030  ___________________________________________________________________
 GK1030  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GK1030  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GK1030
 GK1030  HORZ ORDER  -  FIRST
 GK1030
 GK1030.The horizontal coordinates were established by classical geodetic methods
 GK1030.and adjusted by the National Geodetic Survey in February 1996..
 GK1030
 GK1030.The orthometric height was scaled from a topographic map.
 GK1030
 GK1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1030
 GK1030.The geoid height was determined by GEOID03.
 GK1030
 GK1030;                    North         East     Units Scale Factor Converg.
 GK1030;SPC TX N     - 1,270,391.081   268,980.635   MT  1.00006835   +0 26 44.9
 GK1030;SPC TX N     - 4,167,941.40    882,480.63   sFT  1.00006835   +0 26 44.9
 GK1030;SPC OK N     -   162,636.904   355,187.959   MT  0.99995626   -1 36 41.5
 GK1030;SPC OK N     -   533,584.58  1,165,312.50   sFT  0.99995626   -1 36 41.5
 GK1030;UTM  14      - 4,033,564.699   344,866.215   MT  0.99989652   -1 01 41.2
 GK1030
 GK1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1030!SPC TX N     -   0.99986475  x   1.00006835  =   0.99993309
 GK1030!SPC OK N     -   0.99986475  x   0.99995626  =   0.99982102
 GK1030!UTM  14      -   0.99986475  x   0.99989652  =   0.99976129
 GK1030
 GK1030|---------------------------------------------------------------------|
 GK1030| PID    Reference Object                     Distance      Geod. Az  |
 GK1030|                                                           dddmmss.s |
 GK1030| CL3497 TWICHELL RM 1                        26.648 METERS 05651     |
 GK1030| GK1027 TWICHELL PERRYTON EQUITY ELEV       APPROX. 0.7 KM 0582128.4 |
 GK1030| GK1032 HUNTOON PERRYTON EQUITY ELEV        APPROX. 9.2 KM 0750218.8 |
 GK1030| CL3498 TWICHELL RM 2                        29.961 METERS 13349     |
 GK1030| GK1028 PERRYTON AIRPORT BEACON             APPROX. 2.9 KM 2134205.6 |
 GK1030| GK1065 PERRYTON SOUTH MUNICIPAL TANK       APPROX. 8.1 KM 2314757.6 |
 GK1030| GK1066 PERRYTON RADIO STA KEYE MAST        APPROX. 9.7 KM 2390518.3 |
 GK1030| GK1061 PERRYTON EQUITY GRAIN ELEV          APPROX. 7.6 KM 2392639.1 |
 GK1030| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX. 7.7 KM 2400537.1 |
 GK1030| CL3496 TWICHELL AZ MK                                     2441931.1 |
 GK1030|---------------------------------------------------------------------|
 GK1030
 GK1030                          SUPERSEDED SURVEY CONTROL
 GK1030
 GK1030  NAD 83(1993)-  36 26 05.18276(N)    100 43 50.66355(W) AD(       ) 1
 GK1030  NAD 83(1986)-  36 26 05.18857(N)    100 43 50.65227(W) AD(       ) 1
 GK1030  NAD 27      -  36 26 05.07800(N)    100 43 49.11200(W) AD(       ) 1
 GK1030
 GK1030.Superseded values are not recommended for survey control.
 GK1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1030.See file dsdata.txt to determine how the superseded data were derived.
 GK1030
 GK1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4486633565(NAD 83)
 GK1030_MARKER: DS = TRIANGULATION STATION DISK
 GK1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1030
 GK1030  HISTORY     - Date     Condition        Report By
 GK1030  HISTORY     - 1952     MONUMENTED       CGS
 GK1030  HISTORY     - 1973     GOOD             USGS
 GK1030
 GK1030                          STATION DESCRIPTION
 GK1030
 GK1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1030'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 117,
 GK1030'0.4 MILE SOUTHWEST OF THE TWICHELL RAILROAD SIDING, ABOUT 5
 GK1030'MILES AIRLINE EAST-NORTHEAST OF PERRYTON, AND ABOUT 10 MILES
 GK1030'AIRLINE WEST OF BOOKER.
 GK1030'
 GK1030'TO REACH THE STATION FROM THE OCHILTREE COUNTY COURTHOUSE
 GK1030'IN PERRYTON, GO NORTH FOR 0.4 MILE TO A STOP LIGHT.  TURN
 GK1030'RIGHT ONTO STATE HIGHWAY 117 AND GO 4.5 MILES TO A SIDE
 GK1030'ROAD AND THE STATION ON THE RIGHT.
 GK1030'
 GK1030'THE STATION MARK IS A STANDARD DISK STAMPED TWICHELL 1952
 GK1030'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GK1030'2 INCHES ABOVE THE GROUND.  IT IS 5 FEET NORTHWEST OF A
 GK1030'WHITE WITNESS POST, 82 FEET SOUTH OF THE CENTERLINE OF STATE
 GK1030'HIGHWAY 117, AND 41 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 GK1030'GRAVELED ROAD.
 GK1030'
 GK1030'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED TWICHELL
 GK1030'NO 1 1952 SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 GK1030'IN DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 GK1030'THE SAME ELEVATION AS THE STATION.
 GK1030'
 GK1030'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED TWICHELL
 GK1030'NO 2 1952 SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 GK1030'IN DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 GK1030'26 FEET SOUTH OF THE CENTERLINE OF A GRAVELED EAST-WEST ROAD
 GK1030'AND THE SAME ELEVATION AS THE STATION.
 GK1030'
 GK1030'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF STATE
 GK1030'HIGHWAY 117 AND IS A STANDARD DISK STAMPED TWICHELL 1952 SET
 GK1030'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 GK1030'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTHEAST
 GK1030'OF A TELEPHONE POST AND 49 FEET NORTH OF THE CENTERLINE OF
 GK1030'THE HIGHWAY.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 GK1030'GO WEST FOR 0.3 MILE TO A TELEPHONE POLE WITH A TRIANGLE
 GK1030'BLAZE AND THE AZIMUTH MARK ON THE RIGHT.
 GK1030'
 GK1030'THE SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTERLINES
 GK1030'OF STATE HIGHWAY 117 AND A GRAVELED ROAD THAT RUNS EAST
 GK1030'FROM THE INTERSECTION.  IT IS THE SAME ELEVATION AS THE STATION.
 GK1030
 GK1030                          STATION RECOVERY (1973)
 GK1030
 GK1030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SJS)
 GK1030'STATION FOUND AS DESCRIBED
 GK1030'
 GK1030'R.M. 2 FOUND AS DESCRIBED
 GK1030'
 GK1030'AZIMUTH MARK FOUND AS DESCRIBED
 GK1030'
 GK1030'R.M. 1 SEARCHED FOR NOT FOUND PRESUMED DESTROYED BY HIGHWAY
 GK1030'CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1027 ***********************************************************************
 GK1027  DESIGNATION -  TWICHELL PERRYTON EQUITY ELEV
 GK1027  PID         -  GK1027
 GK1027  STATE/COUNTY-  TX/OCHILTREE
 GK1027  USGS QUAD   -  HUNTOON (1973)
 GK1027
 GK1027                         *CURRENT SURVEY CONTROL
 GK1027  ___________________________________________________________________
 GK1027* NAD 83(1993)-  36 26 17.54705(N)    100 43 25.82980(W)     ADJUSTED  
 GK1027* NAVD 88     -                                                        
 GK1027  ___________________________________________________________________
 GK1027  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GK1027  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GK1027
 GK1027  HORZ ORDER  -  THIRD
 GK1027
 GK1027.The horizontal coordinates were established by classical geodetic methods
 GK1027.and adjusted by the National Geodetic Survey in February 1996..
 GK1027
 GK1027
 GK1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1027
 GK1027.The geoid height was determined by GEOID03.
 GK1027
 GK1027;                    North         East     Units Scale Factor Converg.
 GK1027;SPC TX N     - 1,270,777.050   269,596.212   MT  1.00006942   +0 26 59.3
 GK1027;SPC TX N     - 4,169,207.70    884,500.24   sFT  1.00006942   +0 26 59.3
 GK1027;SPC OK N     -   163,000.485   355,816.924   MT  0.99995654   -1 36 26.9
 GK1027;SPC OK N     -   534,777.42  1,167,376.02   sFT  0.99995654   -1 36 26.9
 GK1027;UTM  14      - 4,033,934.642   345,491.407   MT  0.99989413   -1 01 26.7
 GK1027
 GK1027                          SUPERSEDED SURVEY CONTROL
 GK1027
 GK1027  NAD 83(1993)-  36 26 17.54707(N)    100 43 25.82963(W) AD(       ) 4
 GK1027  NAD 83(1986)-  36 26 17.55259(N)    100 43 25.81811(W) AD(       ) 4
 GK1027  NAD 27      -  36 26 17.44000(N)    100 43 24.28000(W) AD(       ) 3
 GK1027
 GK1027.Superseded values are not recommended for survey control.
 GK1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1027.See file dsdata.txt to determine how the superseded data were derived.
 GK1027
 GK1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4549133935(NAD 83)
 GK1027_MARKER: 65 = GRAIN ELEVATOR
 GK1027
 GK1027  HISTORY     - Date     Condition        Report By
 GK1027  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK1027
 GK1027                          STATION DESCRIPTION
 GK1027
 GK1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1027'THE PERRYTON EQUITY GRAIN ELEVATOR IS LOCATED AT TWICHELL
 GK1027'RAILROAD SIDING.  IT IS A GREY COLORED ELEVATOR THAT IS ABOUT
 GK1027'55 FEET IN HEIGHT.  THE CENTER OF THE TOP OF ELEVATOR WAS
 GK1027'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0128 ***********************************************************************
 FL0128  DESIGNATION -  TWIN
 FL0128  PID         -  FL0128
 FL0128  STATE/COUNTY-  TX/WHEELER
 FL0128  USGS QUAD   -  FULLER (1963)
 FL0128
 FL0128                         *CURRENT SURVEY CONTROL
 FL0128  ___________________________________________________________________
 FL0128* NAD 83(1993)-  35 13 35.44908(N)    100 06 20.90716(W)     ADJUSTED  
 FL0128* NAVD 88     -       686.051  (meters)    2250.82   (feet)  ADJUSTED  
 FL0128  ___________________________________________________________________
 FL0128  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FL0128  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0128  DYNAMIC HT  -         685.342 (meters)    2248.49  (feet)  COMP
 FL0128  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 FL0128
 FL0128  HORZ ORDER  -  THIRD
 FL0128  VERT ORDER  -  FIRST     CLASS II
 FL0128
 FL0128.The horizontal coordinates were established by classical geodetic methods
 FL0128.and adjusted by the National Geodetic Survey in February 1996..
 FL0128
 FL0128.The orthometric height was determined by differential leveling
 FL0128.and adjusted by the National Geodetic Survey in June 1991..
 FL0128
 FL0128.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0128
 FL0128.The geoid height was determined by GEOID03.
 FL0128
 FL0128.The dynamic height is computed by dividing the NAVD 88
 FL0128.geopotential number by the normal gravity value computed on the
 FL0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0128.degrees latitude (g = 980.6199 gals.).
 FL0128
 FL0128.The modeled gravity was interpolated from observed gravity values.
 FL0128
 FL0128;                    North         East     Units Scale Factor Converg.
 FL0128;SPC TX N     - 1,136,960.063   326,906.735   MT  0.99991642   +0 48 28.7
 FL0128;SPC TX N     - 3,730,176.47  1,072,526.51   sFT  0.99991642   +0 48 28.7
 FL0128;SPC OK S     -   212,004.273   408,310.101   MT  0.99999866   -1 11 43.0
 FL0128;SPC OK S     -   695,550.69  1,339,597.39   sFT  0.99999866   -1 11 43.0
 FL0128;UTM  14      - 3,898,723.205   399,369.986   MT  0.99972480   -0 38 16.4
 FL0128
 FL0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0128!SPC TX N     -   0.99989647  x   0.99991642  =   0.99981290
 FL0128!SPC OK S     -   0.99989647  x   0.99999866  =   0.99989513
 FL0128!UTM  14      -   0.99989647  x   0.99972480  =   0.99962130
 FL0128
 FL0128|---------------------------------------------------------------------|
 FL0128| PID    Reference Object                     Distance      Geod. Az  |
 FL0128|                                                           dddmmss.s |
 FL0128| FL0129 TWIN RM 1                            10.734 METERS 03901     |
 FL0128| FK0604 AMARILLO ST LOUIS AWY BCN 9         APPROX.11.2 KM 0880400.3 |
 FL0128| FL0131 TWIN AZ MK                                         0910508.5 |
 FL0128| FK0603 TEXOLA WATER TANK                   APPROX.10.7 KM 0941408.9 |
 FL0128| FL0130 TWIN RM 2                            11.708 METERS 13542     |
 FL0128| FL1945 AMARILLO ST LOUIS AWY BCN 8B        APPROX. 7.4 KM 2694606.9 |
 FL0128|---------------------------------------------------------------------|
 FL0128
 FL0128                          SUPERSEDED SURVEY CONTROL
 FL0128
 FL0128  NAD 83(1993)-  35 13 35.44941(N)    100 06 20.90706(W) AD(       ) 3
 FL0128  NAD 83(1986)-  35 13 35.45243(N)    100 06 20.89784(W) AD(       ) 3
 FL0128  NAD 27      -  35 13 35.27300(N)    100 06 19.48700(W) AD(       ) 3
 FL0128  NGVD 29 (??/??/92)  685.784  (m)         2249.94   (f) ADJ UNCH    1 2
 FL0128
 FL0128.Superseded values are not recommended for survey control.
 FL0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0128.See file dsdata.txt to determine how the superseded data were derived.
 FL0128
 FL0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9937098723(NAD 83)
 FL0128_MARKER: DS = TRIANGULATION STATION DISK
 FL0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0128_STAMPING: TWIN 1951
 FL0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0128+STABILITY: SURFACE MOTION
 FL0128
 FL0128  HISTORY     - Date     Condition        Report By
 FL0128  HISTORY     - 1951     MONUMENTED       CGS
 FL0128  HISTORY     - 1953     GOOD             CGS
 FL0128  HISTORY     - 1953     GOOD             NGS
 FL0128  HISTORY     - 1955     GOOD             CGS
 FL0128
 FL0128                          STATION DESCRIPTION
 FL0128
 FL0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL0128'THE STATION IS ABOUT 7.9 MILES EAST OF SHAMROCK.  LOCATED AT
 FL0128'THE WEST END, AND BETWEEN THE TWO OVERPASS BRIDGES OF U.S.
 FL0128'HIGHWAY 66 AND THE C.R.I. AND P. RAILWAY.  28 FEET NORTH-NORTHWEST
 FL0128'OF THE NORTHWEST CORNER OF THE SOUTH BRIDGE.  28 FEET
 FL0128'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTH BRIDGE.
 FL0128'AND 4 FEET NORTHWEST OF A WHITE WITNESS POST.  THE STATION MARK
 FL0128'IS A BRONZE DISK STAMPED TWIN 1951.  IT IS SET IN A CONCRETE
 FL0128'POST WHICH PROJECTS 4 INCHES.
 FL0128'
 FL0128'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED TWIN NO 1 1951.
 FL0128'IT IS SET IN A DRILL HOLE IN THE SOUTH CONCRETE CURB OF THE
 FL0128'NORTH BRIDGE.  23 FEET EAST OF THE WEST END.  AND AT THE SAME
 FL0128'ELEVATION AS THE STATION.
 FL0128'
 FL0128'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED TWIN NO 2 1951.
 FL0128'IT IS SET IN A DRILL HOLE IN THE TOP OF THE NORTH CONCRETE
 FL0128'RAIL POST OF THE SOUTH BRIDGE.  21 FEET EAST OF THE WEST END
 FL0128'OF BRIDGE.  AND IS ABOUT 4 FEET HIGHER THAN THE STATION.
 FL0128'
 FL0128'THE AZIMUTH MARK, A BRONZE DISK STAMPED TWIN 1951, IS SET IN
 FL0128'A CONCRETE POST WHICH PROJECTS 6 INCHES.  LOCATED 1.1 MILES
 FL0128'EAST OF THE STATION, ON THE SOUTH RIGHT OF WAY OF U.S. HIGHWAY
 FL0128'66.  2 FEET NORTH-NORTHWEST OF A WHITE 2 X 4 POST.  15 FEET
 FL0128'WEST-NORTHWEST OF A POWER LINE POLE.  AND 60 FEET SOUTH OF THE
 FL0128'CENTER LINE OF THE HIGHWAY.
 FL0128'
 FL0128'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND U.S.
 FL0128'HIGHWAY 66 IN SHAMROCK, GO EAST ON U.S. HIGHWAY 66, 7.9 MILES
 FL0128'TO THE OVERPASS BRIDGES AND STATION SITE.
 FL0128
 FL0128                          STATION RECOVERY (1953)
 FL0128
 FL0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 FL0128'2.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0128'RAILROAD FROM THE STATION SIGN AT FULLER, 4 POLES NORTH OF
 FL0128'MILEPOST 656, 40.6 FEET NORTH OF THE CENTER OF THE WEST END
 FL0128'OF THE SOUTH LANE OF THE OVERPASS OF U.S. HIGHWAY 66, 42.6 FEET
 FL0128'SOUTH OF THE CENTER OF THE WEST END OF THE NORTH LANE OF THE
 FL0128'OVERPASS, 106 FEET SOUTHWEST OF BENCH MARK B 353, 4.7 FEET
 FL0128'NORTHWEST OF A WITNESS POST, 27 FEET ABOVE THE TOP OF THE
 FL0128'RAILS, 60.4 FEET WEST OF THE WEST RAIL, A TRIANGULATION
 FL0128'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FL0128'0.2 FOOT ABOVE THE GROUND, STAMPED TWIN 1951.
 FL0128'
 FL0128'TWIN R.M. 1 IS 35.0 FEET NORTHEAST OF TRIANGULATION STATION
 FL0128'TWIN 1951, 23 FEET EAST OF THE WEST END OF THE OVERPASS
 FL0128'OF U.S. HIGHWAY 66, 15 FEET SOUTH OF THE CENTER LINE OF THE
 FL0128'NORTH LANE OF THE HIGHWAY, A REFERENCE MARK DISK SET IN THE
 FL0128'TOP OF THE SOUTH GUARD RAIL OF THE OVERPASS, STAMPED TWIN
 FL0128'NO 1 1951.
 FL0128'
 FL0128'TWIN R.M. 2 IS 38.2 FEET SOUTHEAST OF TRIANGULATION STATION
 FL0128'TWIN 1951, 21.3 FEET EAST OF THE WEST END OF THE OVERPASS OF
 FL0128'U.S. HIGHWAY 66, 13 FEET NORTH OF THE CENTER LINE OF THE NORTH
 FL0128'LANE OF THE HIGHWAY, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 FL0128'A REFERENCE MARK DISK SET IN THE TOP OF THE 4TH GUARD POST EAST
 FL0128'OF THE WEST END OF THE SOUTH TRAFFIC LANE OF THE OVERPASS,
 FL0128'STAMPED TWIN NO 2 1951.
 FL0128'
 FL0128'TWIN 1951 AZIMUTH IS 1.05 MILES EAST OF TRIANGULATION STATION
 FL0128'TWIN 1951, 60 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE
 FL0128'OF U.S. HIGHWAY 66, 15 FEET WEST OF A POWER POLE, 1 FOOT NORTH
 FL0128'OF A FENCE, 1.6 FEET WEST OF A WITNESS POST, AN AZIMUTH MARK
 FL0128'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 FL0128'THE GROUND, STAMPED TWIN 1951.
 FL0128
 FL0128                          STATION RECOVERY (1953)
 FL0128
 FL0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FL0128'2.0 MI SW FROM FULLER.
 FL0128'2.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0128'RAILROAD FROM THE STATION SIGN AT FULLER, 4 POLES NORTH OF MILEPOST
 FL0128'656, 40.6 FEET NORTH OF THE CENTER OF THE WEST END OF THE SOUTH LANE
 FL0128'OF THE OVERPASS OF U.S. HIGHWAY 66, 42.6 FEET SOUTH OF THE CENTER OF
 FL0128'THE WEST END OF THE NORTH LANE OF THE OVERPASS, 106 FEET SOUTHWEST OF
 FL0128'BENCH MARK B 353, 4.7 FEET NORTHWEST OF A WITNESS POST, 27 FEET ABOVE
 FL0128'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FL0128'0.2 FOOT ABOVE THE GROUND, 60.4 FEET WEST OF THE WEST RAIL.
 FL0128
 FL0128                          STATION RECOVERY (1955)
 FL0128
 FL0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FL0128'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 FL0128'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0729 ***********************************************************************
 AO0729  DESIGNATION -  TWIN
 AO0729  PID         -  AO0729
 AO0729  STATE/COUNTY-  TX/WEBB
 AO0729  USGS QUAD   -  DOS HERMANOS PEAKS (1982)
 AO0729
 AO0729                         *CURRENT SURVEY CONTROL
 AO0729  ___________________________________________________________________
 AO0729* NAD 83(1993)-  28 05 36.33896(N)    099 49 28.88896(W)     ADJUSTED  
 AO0729* NAVD 88     -       244.2    (meters)     801.     (feet)  VERTCON   
 AO0729  ___________________________________________________________________
 AO0729  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AO0729  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AO0729
 AO0729  HORZ ORDER  -  FIRST
 AO0729
 AO0729.The horizontal coordinates were established by classical geodetic methods
 AO0729.and adjusted by the National Geodetic Survey in February 1996..
 AO0729
 AO0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0729
 AO0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0729
 AO0729.The geoid height was determined by GEOID03.
 AO0729
 AO0729;                    North         East     Units Scale Factor Converg.
 AO0729;SPC TX S     - 5,269,564.901   169,805.908   MT  1.00007619   -0 36 05.1
 AO0729;SPC TX S     -17,288,564.18    557,104.88   sFT  1.00007619   -0 36 05.1
 AO0729;SPC TXSC     - 4,029,113.385   518,944.792   MT  1.00009583   -0 24 14.5
 AO0729;SPC TXSC     -13,218,849.50  1,702,571.37   sFT  1.00009583   -0 24 14.5
 AO0729;UTM  14      - 3,107,826.466   418,982.737   MT  0.99968101   -0 23 18.2
 AO0729
 AO0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0729!SPC TX S     -   0.99996536  x   1.00007619  =   1.00004154
 AO0729!SPC TXSC     -   0.99996536  x   1.00009583  =   1.00006118
 AO0729!UTM  14      -   0.99996536  x   0.99968101  =   0.99964638
 AO0729
 AO0729:                Primary Azimuth Mark                     Grid Az
 AO0729:SPC TX S     -  WINDMILL NORTHEAST OF STA CUP            102 52 20.2
 AO0729:SPC TXSC     -  WINDMILL NORTHEAST OF STA CUP            102 40 29.6
 AO0729:UTM  14      -  WINDMILL NORTHEAST OF STA CUP            102 39 33.3
 AO0729
 AO0729|---------------------------------------------------------------------|
 AO0729| PID    Reference Object                     Distance      Geod. Az  |
 AO0729|                                                           dddmmss.s |
 AO0729| AO0726 WINDMILL NORTHEAST OF STA CUP       APPROX. 9.0 KM 1021615.1 |
 AO0729| CV5669 TWIN RM                              16.340 METERS 13435     |
 AO0729| AO0732 BIG                                 APPROX.15.2 KM 3190916.0 |
 AO0729| AO0731 WINDMILL NEAR STATION BIG           APPROX.14.4 KM 3235948.6 |
 AO0729| AO0727 HOUSE NW OF STA TWIN S GABLE        APPROX. 8.3 KM 3263959.4 |
 AO0729| AO0728 ESPEYS RANCH WINDMILL               APPROX. 5.6 KM 3582410.3 |
 AO0729|---------------------------------------------------------------------|
 AO0729
 AO0729                          SUPERSEDED SURVEY CONTROL
 AO0729
 AO0729  NAD 83(1986)-  28 05 36.33359(N)    099 49 28.86454(W) AD(       ) 1
 AO0729  NAD 27      -  28 05 35.33100(N)    099 49 27.67900(W) AD(       ) 1
 AO0729  NGVD 29 (07/19/86)  244.2    (m)          801.     (f) VERT ANG       
 AO0729
 AO0729.Superseded values are not recommended for survey control.
 AO0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0729.See file dsdata.txt to determine how the superseded data were derived.
 AO0729
 AO0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1898307826(NAD 83)
 AO0729_MARKER: DS = TRIANGULATION STATION DISK
 AO0729_SETTING: 0 = UNSPECIFIED SETTING
 AO0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0729+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 AO0729
 AO0729  HISTORY     - Date     Condition        Report By
 AO0729  HISTORY     - 1917     MONUMENTED       CGS
 AO0729  HISTORY     - 1943     SEE DESCRIPTION  IBC
 AO0729  HISTORY     - 1958     GOOD             AMS
 AO0729  HISTORY     - 1959     GOOD             CGS
 AO0729  HISTORY     - 20030609 GOOD             INDIV
 AO0729
 AO0729                          STATION DESCRIPTION
 AO0729
 AO0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AO0729'STATION IS ABOUT 25 MILES S OF ASHERTON AND 3.5 MILES S OF THE
 AO0729'ESPEJO RANCH, 15 METERS (49 FEET) FROM THE SHARP DESCENT ON
 AO0729'THE E OF THE NORTHERN OF TWIN FLAT-TOP HILLS, EASILY DISTINGUISHED
 AO0729'AND KNOWN LOCALLY AS LAS HERMANAS.
 AO0729'
 AO0729'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AO0729'
 AO0729'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AO0729'
 AO0729'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AO0729'16.340 METERS (53.61 FEET) FROM THE STATION S 45 DEG 25 MIN E.
 AO0729'
 AO0729'ELEVATION OF STATION, 244.2 METERS (801 FEET).
 AO0729
 AO0729                          STATION RECOVERY (1943)
 AO0729
 AO0729'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 AO0729'STATION DESTROYED INASMUCH AS THE ALUMINUM PLATE MARKING THE
 AO0729'POINT HAS BEEN BROKEN OFF.  A LARGE BOULDER AT THE STATION SITE WAS
 AO0729'STILL IN PLACE AND THE LOWER PART OF THE STEM OF THE PLATE
 AO0729'WAS STILL EMBEDDED IN A HOLE DRILLED IN THE BOULDER.
 AO0729'
 AO0729'A NEW STATION, MONUMENT M 26 (I.B.C.), WAS ESTABLISHED ABOUT
 AO0729'6 FEET S.
 AO0729
 AO0729                          STATION RECOVERY (1958)
 AO0729
 AO0729'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AO0729'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 AO0729'
 AO0729'ABOUT 46 MILES (AIRLINE) NORTHWEST OF LAREDO,
 AO0729'ABOUT 14 MILES EAST OF THE RIO GRANDE RIVER, AND ABOUT 7.5
 AO0729'MILES SOUTH OF THE DIMMIT WEBB COUNTY LINE.  STATION IS ON
 AO0729'THE NORTH ONE OF TWIN FLAT TOPPED HILLS, ON ESPEJO RANCH
 AO0729'PROPERTY OF MR. A.E. GATES, NEAR THE SOUTHEAST EDGE OF THE
 AO0729'NORTH FLAT TOP HILL, 33 FEET WEST OF A SHARP DESCENT TO THE
 AO0729'EAST.
 AO0729'
 AO0729'THE MARK IS A USC AND GS DISK SET IN A BLOCK OF CONCRETE PROJECTING
 AO0729'0.2 FOOT AND STAMPED TWIN 1917.
 AO0729'
 AO0729'TO REACH THE STATION FROM THE POST OFFICE IN LAREDO, GO EAST
 AO0729'0.3 MILES TO U.S. ROUTE 81 AND 83, TURN LEFT, NORTH AND PROCEED
 AO0729'VIA HIGHWAYS 81 AND 83 FOR 17.4 MILES AND POINT WHERE THE
 AO0729'HIGHWAYS SEPARATE (U.S. ROUTE 81 TO THE NORTH AND U.S. ROUTE
 AO0729'83 TO THE NORTHWEST), TAKE ROUTE 83 TO THE NORTHWEST AND
 AO0729'CONTINUE FOR 29.7 MILES TO INTERSECTION WITH A GRADED ROAD
 AO0729'FROM THE WEST.  TURN LEFT, WEST, PASSING THROUGH GATE AND
 AO0729'CONTINUE FOR 6.3 MILES TO ROAD FORKS.  TAKE ROAD TO LEFT AND
 AO0729'PROCEED 2.4 MILES TO A CATTLE GUARD AND ENTRANCE TO THE A.E.
 AO0729'GATES ESPEJO RANCH, BETWEEN TWO RANCH HOUSES AND TURN LEFT,
 AO0729'SOUTH AND CONTINUE FOR 2.9 MILES TO ROAD CROSSING.  FROM
 AO0729'HERE CONTINUE STRAIGHT AHEAD FOR 5.5 MILES TO THE PASS
 AO0729'BETWEEN THE TWIN FLAT TOPPED HILLS AND THE SITE OF THE
 AO0729'STATION.
 AO0729
 AO0729                          STATION RECOVERY (1959)
 AO0729
 AO0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WST)
 AO0729'STATION RECOVERED IN GOOD CONDITION.  THE 1943 RECOVERY
 AO0729'NOTE STATED THAT MONUMENT HAD BEEN DESTROYED AND REPLACED BY
 AO0729'I.B.C. MONUMENT M-26.  THIS IS ERRONEOUS SINCE TWIN IS IN
 AO0729'PLACE AS DESCRIBED IN 1917.  REFERENCE MONUMENT IS ALSO IN
 AO0729'PLACE AS DESCRIBED.  NATURAL GROUND ADJACENT TO TWIN HAS NOT
 AO0729'BEEN DISTURBED.  I.B.C. MONUMENT M-26 IS NOT ON THE HILL THAT
 AO0729'TWIN IS ON.
 AO0729
 AO0729                          STATION RECOVERY (2003)
 AO0729
 AO0729'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DEH)
 AO0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2334 ***********************************************************************
 AN2334  DESIGNATION -  TWIN
 AN2334  PID         -  AN2334
 AN2334  STATE/COUNTY-  TX/ARANSAS
 AN2334  USGS QUAD   -  TIVOLI SW (1952)
 AN2334
 AN2334                         *CURRENT SURVEY CONTROL
 AN2334  ___________________________________________________________________
 AN2334* NAD 83(1993)-  28 17 02.62906(N)    096 55 03.43212(W)     ADJUSTED  
 AN2334* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2334  ___________________________________________________________________
 AN2334  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AN2334  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN2334
 AN2334  HORZ ORDER  -  SECOND
 AN2334
 AN2334.The horizontal coordinates were established by classical geodetic methods
 AN2334.and adjusted by the National Geodetic Survey in February 1996..
 AN2334
 AN2334.The orthometric height was scaled from a topographic map.
 AN2334
 AN2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2334
 AN2334.The geoid height was determined by GEOID03.
 AN2334
 AN2334;                    North         East     Units Scale Factor Converg.
 AN2334;SPC TXSC     - 4,051,774.414   804,282.470   MT  1.00002997   +1 01 12.7
 AN2334;SPC TXSC     -13,293,196.56  2,638,716.74   sFT  1.00002997   +1 01 12.7
 AN2334;UTM  14      - 3,130,429.286   704,230.377   MT  1.00011481   +0 59 13.4
 AN2334
 AN2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2334!SPC TXSC     -   1.00000395  x   1.00002997  =   1.00003392
 AN2334!UTM  14      -   1.00000395  x   1.00011481  =   1.00011876
 AN2334
 AN2334|---------------------------------------------------------------------|
 AN2334| PID    Reference Object                     Distance      Geod. Az  |
 AN2334|                                                           dddmmss.s |
 AN2334| CV6891 TWIN RM 1                            17.250 METERS 00631     |
 AN2334| CV6892 TWIN RM 2                                          2845345.6 |
 AN2334|---------------------------------------------------------------------|
 AN2334
 AN2334                          SUPERSEDED SURVEY CONTROL
 AN2334
 AN2334  NAD 83(1986)-  28 17 02.63865(N)    096 55 03.41319(W) AD(       ) 2
 AN2334  NAD 27      -  28 17 01.62300(N)    096 55 02.44900(W) AD(       ) 2
 AN2334
 AN2334.Superseded values are not recommended for survey control.
 AN2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2334.See file dsdata.txt to determine how the superseded data were derived.
 AN2334
 AN2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0423030429(NAD 83)
 AN2334_MARKER: DS = TRIANGULATION STATION DISK
 AN2334_SETTING: 0 = UNSPECIFIED SETTING
 AN2334
 AN2334  HISTORY     - Date     Condition        Report By
 AN2334  HISTORY     - 1934     MONUMENTED       CGS
 AN2334
 AN2334                          STATION DESCRIPTION
 AN2334
 AN2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2334'STATION IS ABOUT 11 MILES NE BY E OF LAMAR, ABOUT 8 MILES
 AN2334'SW OF AUSTWELL, ON COUNTY-ROAD RIGHT-OF-WAY, AT THE FIRST
 AN2334'SHARP TURN WHERE ROAD TURNS FROM E TO N.  IT IS ABOUT 2
 AN2334'MILES SE OF STATE HIGHWAY 35, ABOUT 1 MILE N OF MOST N POINT
 AN2334'OF ST. CHARLES BAY, 11.70 METERS NE OF POINT OF INTERSECTION
 AN2334'OF COUNTY ROAD, 4 METERS W OF FENCE RUNNING N AND S, AND 17.85
 AN2334'METERS N OF FENCE RUNNING E AND W.
 AN2334'
 AN2334'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2334'SET IN CONCRETE.
 AN2334'
 AN2334'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2334'AUSTWELL, WATER TANK, 17 DEG.  WINDMILL, HALLAHANS RANCH
 AN2334'(2 MILES DISTANT), 268 DEG.
 AN2334'
 AN2334'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0926 ***********************************************************************
 BP0926  DESIGNATION -  TWIN
 BP0926  PID         -  BP0926
 BP0926  STATE/COUNTY-  TX/PRESIDIO
 BP0926  USGS QUAD   -  MITRE PEAK (1972)
 BP0926
 BP0926                         *CURRENT SURVEY CONTROL
 BP0926  ___________________________________________________________________
 BP0926* NAD 83(1993)-  30 24 14.20616(N)    103 50 54.75780(W)     ADJUSTED  
 BP0926* NAVD 88     -      2027.     (meters)    6650.     (feet)  SCALED    
 BP0926  ___________________________________________________________________
 BP0926  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 BP0926  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 BP0926
 BP0926  HORZ ORDER  -  SECOND
 BP0926
 BP0926.The horizontal coordinates were established by classical geodetic methods
 BP0926.and adjusted by the National Geodetic Survey in February 1996..
 BP0926
 BP0926.The orthometric height was scaled from a topographic map.
 BP0926
 BP0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0926
 BP0926.The geoid height was determined by GEOID03.
 BP0926
 BP0926;                    North         East     Units Scale Factor Converg.
 BP0926;SPC TXSC     - 4,294,564.743   134,204.483   MT  1.00003707   -2 22 31.3
 BP0926;SPC TXSC     -14,089,751.16    440,302.54   sFT  1.00003707   -2 22 31.3
 BP0926;SPC TX C     - 3,087,068.326   362,290.378   MT  0.99993572   -1 48 37.9
 BP0926;SPC TX C     -10,128,156.67  1,188,614.35   sFT  0.99993572   -1 48 37.9
 BP0926;UTM  13      - 3,364,109.763   610,606.416   MT  0.99975092   +0 34 58.1
 BP0926
 BP0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0926!SPC TXSC     -   0.99968514  x   1.00003707  =   0.99972220
 BP0926!SPC TX C     -   0.99968514  x   0.99993572  =   0.99962088
 BP0926!UTM  13      -   0.99968514  x   0.99975092  =   0.99943614
 BP0926
 BP0926|---------------------------------------------------------------------|
 BP0926| PID    Reference Object                     Distance      Geod. Az  |
 BP0926|                                                           dddmmss.s |
 BP0926| CH9814 TWIN RM 1                             8.228 METERS 15012     |
 BP0926| CH9813 TWIN AZ MK                                         2205829.4 |
 BP0926| BQ0424 MARFA PRESIDIO CO CTHSE DOME        APPROX.19.5 KM 2390028.9 |
 BP0926| BQ0428 MARFA MUNICIPAL TANK                APPROX.19.3 KM 2391053.3 |
 BP0926| BQ0427 MARFA MUNICIPAL STANDPIPE           APPROX.19.0 KM 2403549.5 |
 BP0926| CH9815 TWIN RM 2                             7.025 METERS 27118     |
 BP0926|---------------------------------------------------------------------|
 BP0926
 BP0926                          SUPERSEDED SURVEY CONTROL
 BP0926
 BP0926  NAD 83(1986)-  30 24 14.20475(N)    103 50 54.75472(W) AD(       ) 2
 BP0926  NAD 27      -  30 24 13.62900(N)    103 50 53.11700(W) AD(       ) 2
 BP0926
 BP0926.Superseded values are not recommended for survey control.
 BP0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0926.See file dsdata.txt to determine how the superseded data were derived.
 BP0926
 BP0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1060664110(NAD 83)
 BP0926_MARKER: DS = TRIANGULATION STATION DISK
 BP0926_SETTING: 66 = SET IN ROCK OUTCROP
 BP0926
 BP0926  HISTORY     - Date     Condition        Report By
 BP0926  HISTORY     - 1942     MONUMENTED       CGS
 BP0926
 BP0926                          STATION DESCRIPTION
 BP0926
 BP0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0926'STATION IS LOCATED ON THE HIGHEST POINT OF THE SW SUMMIT OF
 BP0926'SOUTH TWIN MOUNTAIN, BY AIR LINE DISTANCES, ABOUT 12 MILES WNW OF
 BP0926'ALPINE, 12 MILES NE OF MARFA, AND 14 MILES S OF FORT DAVIS.
 BP0926'THE TWIN MOUNTAINS ARE THE MOST PROMINENT IN THE VICINITY,
 BP0926'NORTH TWIN BEING ABOUT 100 FEET HIGHER THAN THE STATION.
 BP0926'THE STATION IS ON THE KENNEDY RANCH, ABOUT 1 MILE N OF THE
 BP0926'KENNEDY-GAGE RANCH FENCE LINE.
 BP0926'
 BP0926'STATION MARK IS A STANDARD DISK, STAMPED TWIN 1942, CEMENTED
 BP0926'IN A DRILL HOLE IN OUTCROPPING BEDROCK, NEAR NW END OF HIGHEST
 BP0926'PART OF SOUTH TWIN PEAK.
 BP0926'
 BP0926'NO UNDERGROUND MARK WAS ESTABLISHED.
 BP0926'
 BP0926'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED TWIN NO.
 BP0926'1 1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BP0926'
 BP0926'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED TWIN NO.
 BP0926'2 1942, CEMENTED IN A DRILL HOLE IN A BOULDER, WHICH IS
 BP0926'EMBEDDED IN THE GROUND AND WHICH PROJECTS ABOUT 16 INCHES
 BP0926'ABOVE THE GROUND.
 BP0926'
 BP0926'THE AZIMUTH MARK IS AT THE LAST WATER TANK MENTIONED BELOW.
 BP0926'IT IS A STANDARD DISK, STAMPED TWIN 1942, CEMENTED IN A
 BP0926'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND,
 BP0926'8 FEET E OF THE E SIDE OF THE WATER TANK, AND 6 FEET NW OF
 BP0926'A WHITE WITNESS POST.
 BP0926'
 BP0926'TO REACH FROM THE DEPOT IN MARFA GO E ON OAK STREET (N SIDE
 BP0926'OF RAILROAD) 1.55 MILES TO STOCK YARDS, THENCE LEFT, TOWARD
 BP0926'THE AIRPORT, 0.15 MILE, THENCE RIGHT ON ROAD ALONG N SIDE OF
 BP0926'FAIR GROUNDS FOR 0.3 MILE, PASS THROUGH GATE AND KEEP STRAIGHT
 BP0926'AHEAD 0.3 MILE, KEEP RIGHT FORK (OLD ROAD) ACROSS FLAT 0.4
 BP0926'MILE TO A GATE, PASS THROUGH THIS GATE AND FOLLOW OLD ROAD
 BP0926'NE 2.0 MILES TO RANCH BUILDINGS, PASS THROUGH GATE AND TAKE
 BP0926'RIGHT-HAND ROAD, NE, TOWARD TWIN MOUNTAINS FOR 3.7 MILES TO
 BP0926'WINDMILL AND WATER TANK, KEEP STRAIGHT AHEAD ON MAIN-TRAVELED
 BP0926'ROAD 2.7 MILES, AND TAKE LEFT FORK N, 0.45 MILE TO WINDMILL
 BP0926'AND WATER TANK.  AZIMUTH MARK IS HERE (SEE ABOVE).  FROM
 BP0926'WATER TANK, BEAR LEFT 0.2 MILE, ACROSS A FLAT DRAW, THENCE
 BP0926'RIGHT, N, ALONG CREST OF FLAT GRASSY RIDGE 1.0 MILE TO FENCE
 BP0926'LINE, THENCE RIGHT ALONG FENCE LINE 0.15 MILE TO END OF TRUCK
 BP0926'TRAVEL.  CROSS FENCE AND PACK TO TOP OF SADDLE ON LEFT OF
 BP0926'WASH, THENCE RIGHT, E, ALONG RIDGE TO SUMMIT OF S PEAK AND
 BP0926'STATION.  1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0331 ***********************************************************************
 CS0331  DESIGNATION -  TWIN 2
 CS0331  PID         -  CS0331
 CS0331  STATE/COUNTY-  TX/HENDERSON
 CS0331  USGS QUAD   -  MABANK (1981)
 CS0331
 CS0331                         *CURRENT SURVEY CONTROL
 CS0331  ___________________________________________________________________
 CS0331* NAD 83(1993)-  32 20 14.90138(N)    096 03 13.48830(W)     ADJUSTED  
 CS0331* NAVD 88     -       124.39   (+/-2cm)     408.1    (feet)  VERTCON   
 CS0331  ___________________________________________________________________
 CS0331  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CS0331  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0331
 CS0331  HORZ ORDER  -  THIRD
 CS0331  VERT ORDER  -  THIRD (See Below)
 CS0331
 CS0331.The horizontal coordinates were established by classical geodetic methods
 CS0331.and adjusted by the National Geodetic Survey in February 1996..
 CS0331.No horizontal observational check was made to the station.
 CS0331
 CS0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0331.The vertical order pertains to the NGVD 29 superseded value.
 CS0331
 CS0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0331
 CS0331.The geoid height was determined by GEOID03.
 CS0331
 CS0331;                    North         East     Units Scale Factor Converg.
 CS0331;SPC TXNC     - 2,077,068.007   830,271.100   MT  0.99994972   +1 20 03.0
 CS0331;SPC TXNC     - 6,814,513.95  2,723,981.10   sFT  0.99994972   +1 20 03.0
 CS0331;UTM  14      - 3,581,658.969   777,317.911   MT  1.00054849   +1 34 37.1
 CS0331;UTM  15      - 3,581,942.723   212,560.142   MT  1.00061900   -1 38 04.5
 CS0331
 CS0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0331!SPC TXNC     -   0.99998446  x   0.99994972  =   0.99993418
 CS0331!UTM  14      -   0.99998446  x   1.00054849  =   1.00053294
 CS0331!UTM  15      -   0.99998446  x   1.00061900  =   1.00060345
 CS0331
 CS0331|---------------------------------------------------------------------|
 CS0331| PID    Reference Object                     Distance      Geod. Az  |
 CS0331|                                                           dddmmss.s |
 CS0331| CS0328 TWIN                                  9.820 METERS 04413     |
 CS0331| CS0332 TWIN 2 RM 1                          23.478 METERS 12709     |
 CS0331| CS0333 TWIN 2 RM 2                          36.962 METERS 28756     |
 CS0331| CS2620 MABANK MUNICIPAL TANK               APPROX. 5.4 KM 3065217.2 |
 CS0331| CS0330 TWIN RM 2                                          32038     |
 CS0331|---------------------------------------------------------------------|
 CS0331
 CS0331                          SUPERSEDED SURVEY CONTROL
 CS0331
 CS0331  NAD 83(1986)-  32 20 14.90869(N)    096 03 13.47197(W) AD(       ) 3
 CS0331  NAD 27      -  32 20 14.38550(N)    096 03 12.56980(W) AD(       ) 3
 CS0331  NGVD 29 (01/29/03)  124.40   (m)          408.1    (f) RESET       3  
 CS0331
 CS0331.Superseded values are not recommended for survey control.
 CS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0331.See file dsdata.txt to determine how the superseded data were derived.
 CS0331
 CS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7731881659(NAD 83)
 CS0331_MARKER: DS = TRIANGULATION STATION DISK
 CS0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0331_STAMPING: TWIN 2 1960
 CS0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0331+STABILITY: SURFACE MOTION
 CS0331
 CS0331  HISTORY     - Date     Condition        Report By
 CS0331  HISTORY     - 1960     MONUMENTED       CGS
 CS0331  HISTORY     - 1960     GOOD             CGS
 CS0331  HISTORY     - 1974     GOOD             TXHD
 CS0331
 CS0331                          STATION DESCRIPTION
 CS0331
 CS0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 CS0331'THE STATION IS LOCATED ABOUT 03.5 MILES SOUTHEAST FROM MABANK
 CS0331'AND 03.5 MILES NORTHWEST FROM EUSTACE, ALONG THE SOUTHWEST
 CS0331'SIDE OF U.S. HIGHWAY NO. 175, IN THE SOUTH POINT OF A
 CS0331'CROSSROAD INTERSECTION AND ACROSS THE HIGHWAY FROM A SMALL
 CS0331'CAFE.  IT IS 2 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 CS0331'FENCE LINE AND ABOUT 16 FEET EAST OF THE PROJECTION OF THE
 CS0331'EAST FENCE LINE OF THE ROAD LEADING NORTH FROM THE CAFE.
 CS0331'
 CS0331'IT IS MARKED WITH A DISK STAMPED TWIN 2 1960 SET IN A DRILL
 CS0331'HOLE IN THE ORIGINAL STATION MONUMENT WHICH WAS CENTERED
 CS0331'OVER A STANDARD SUB-SURFACE MARK.  THE MARK IS PROJECTING
 CS0331'ABOUT 2 INCHES.
 CS0331'
 CS0331'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED TWIN 2 1960
 CS0331'NO. 1 ABOUT 18 INCHES NORTHEAST OF THE SOUTHWEST FENCE LINE
 CS0331'AND PROJECTS ABOUT 2 INCHES.
 CS0331'
 CS0331'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED TWIN 2 1960
 CS0331'NO. 2 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS0331'IT IS ABOUT 13 YARDS SOUTH OF A CORNER IN THE RIGHT-OF-WAY
 CS0331'FENCE AND THE EAST FENCE OF THE ROAD LEADING SOUTH AND IS 1
 CS0331'FOOT EAST OF THE FENCE.
 CS0331'
 CS0331'TO REACH FROM MABANK.  GO SOUTHEAST ON HIGHWAY NO. 175 FROM
 CS0331'THE TRAFFIC LIGHT ABOUT 03.5 MILES TO THE CROSS ROADS AND
 CS0331'THE SMALL CAFE ON THE LEFT AND THE STATION ON THE RIGHT AS
 CS0331'DESCRIBED.
 CS0331
 CS0331                          STATION RECOVERY (1960)
 CS0331
 CS0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CS0331'3.5 MI SE FROM MABANK.
 CS0331'ABOUT 03.5 MILES SOUTHEAST FROM MABANK, KAUFMAN COUNTY, IN HENDERSON
 CS0331'COUNTY, IN THE SOUTH POINT OF A ROAD INTERSECTION, ACROSS THE HIGHWAY
 CS0331'NO. 175 FROM A SMALL CAFE, 2 FEET NORTHEAST OF THE SOUTHWEST
 CS0331'RIGHT-OF-WAY FENCE LINE AND ABOUT 16 FEET EAST OF THE PROJECTION OF
 CS0331'THE EAST FENCE LINE OF THE ROAD LEADING NORTH FROM THE CAFE.  A
 CS0331'STANDARD TRIANGULATION DISK STAMPED TWIN 2 1960 IN A CONCRETE POST
 CS0331'WHICH IS PROJECTING ABOUT 2 INCHES.
 CS0331
 CS0331                          STATION RECOVERY (1974)
 CS0331
 CS0331'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (MM)
 CS0331'TWIN 2 1960 R.M. NO 2 - FOUND IN GOOD CONDITION
 CS0331'
 CS0331'TWIN 2 1960 - FOUND IN GOOD CONDITION TEXAS HWY DEPT SET A
 CS0331'NEW STEEL WITNESS POST 2 FT SO. W. OF STATION
 CS0331'
 CS0331'STATION WAS USED WITH MABANK 3 1949 AS AZIMUTH MARK WITH
 CS0331'GOOD RESULTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0333 ***********************************************************************
 CS0333  DESIGNATION -  TWIN 2 RM 2
 CS0333  PID         -  CS0333
 CS0333  STATE/COUNTY-  TX/HENDERSON
 CS0333  USGS QUAD   -  MABANK (1981)
 CS0333
 CS0333                         *CURRENT SURVEY CONTROL
 CS0333  ___________________________________________________________________
 CS0333* NAD 83(1986)-  32 20 15.     (N)    096 03 13.     (W)     SCALED    
 CS0333* NAVD 88     -       124.50   (+/-2cm)     408.5    (feet)  VERTCON   
 CS0333  ___________________________________________________________________
 CS0333  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0333
 CS0333  VERT ORDER  -  THIRD (See Below)
 CS0333
 CS0333.The horizontal coordinates were scaled from a topographic map and have
 CS0333.an estimated accuracy of +/- 6 seconds.
 CS0333
 CS0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0333.The vertical order pertains to the NGVD 29 superseded value.
 CS0333
 CS0333.The geoid height was determined by GEOID03.
 CS0333
 CS0333;                    North         East    Units  Estimated Accuracy
 CS0333;SPC TXNC     - 2,077,070.      830,280.      MT  (+/- 180 meters Scaled)
 CS0333
 CS0333                          SUPERSEDED SURVEY CONTROL
 CS0333
 CS0333  NGVD 29 (01/29/03)  124.51   (m)          408.5    (f) RESET       3  
 CS0333
 CS0333.Superseded values are not recommended for survey control.
 CS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0333.See file dsdata.txt to determine how the superseded data were derived.
 CS0333
 CS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA773816(NAD 83)
 CS0333_MARKER: DR = REFERENCE MARK DISK
 CS0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0333_STAMPING: TWIN 2 1960 NO. 2
 CS0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0333+STABILITY: SURFACE MOTION
 CS0333
 CS0333  HISTORY     - Date     Condition        Report By
 CS0333  HISTORY     - 1960     MONUMENTED       CGS
 CS0333  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CS0333
 CS0333                          STATION DESCRIPTION
 CS0333
 CS0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CS0333'03.5 MI SE FROM MABANK.
 CS0333'ABOUT 03.5 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 175 FROM MABANK,
 CS0333'KAUFMAN COUNTY, IN THE SOUTH POINT OF A CROSSROAD INTERSECTION, AND
 CS0333'ACROSS THE HIGHWAY SOUTH FROM A SMALL CAFE.  IT IS 13 YARDS SOUTH OF A
 CS0333'FENCE CORNER AT THE JUNCTION OF THE SOUTHWEST RIGHT-OF-WAY FENCE OF
 CS0333'THE HIGHWAY AND THE EAST FENCE LINE OF THE ROAD LEADING SOUTH AND IS 1
 CS0333'FOOT EAST OF THE FENCE TO THE SOUTH.  IT IS 121 FEET WEST OF STATION
 CS0333'TWIN 2.  A STANDARD DISK STAMPED TWIN 2 1960 NO. 2 IN A CONCRETE POST
 CS0333'WHICH PROJECTS ABOUT 3 INCHES.
 CS0333
 CS0333                          STATION RECOVERY (2004)
 CS0333
 CS0333'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CS0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0131 ***********************************************************************
 FL0131  DESIGNATION -  TWIN AZ MK
 FL0131  PID         -  FL0131
 FL0131  STATE/COUNTY-  TX/WHEELER
 FL0131  USGS QUAD   -  FULLER (1963)
 FL0131
 FL0131                         *CURRENT SURVEY CONTROL
 FL0131  ___________________________________________________________________
 FL0131* NAD 83(1986)-  35 13 34.     (N)    100 05 11.     (W)     SCALED    
 FL0131* NAVD 88     -       659.541  (meters)    2163.84   (feet)  ADJUSTED  
 FL0131  ___________________________________________________________________
 FL0131  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0131  DYNAMIC HT  -         658.860 (meters)    2161.61  (feet)  COMP
 FL0131  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 FL0131
 FL0131  VERT ORDER  -  FIRST     CLASS II
 FL0131
 FL0131.The horizontal coordinates were scaled from a topographic map and have
 FL0131.an estimated accuracy of +/- 6 seconds.
 FL0131
 FL0131.The orthometric height was determined by differential leveling
 FL0131.and adjusted by the National Geodetic Survey in June 1991..
 FL0131
 FL0131.The geoid height was determined by GEOID03.
 FL0131
 FL0131.The dynamic height is computed by dividing the NAVD 88
 FL0131.geopotential number by the normal gravity value computed on the
 FL0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0131.degrees latitude (g = 980.6199 gals.).
 FL0131
 FL0131.The modeled gravity was interpolated from observed gravity values.
 FL0131
 FL0131;                    North         East    Units  Estimated Accuracy
 FL0131;SPC TX N     - 1,136,940.      328,680.      MT  (+/- 180 meters Scaled)
 FL0131
 FL0131                          SUPERSEDED SURVEY CONTROL
 FL0131
 FL0131  NGVD 29 (??/??/92)  659.274  (m)         2162.97   (f) ADJ UNCH    1 2
 FL0131
 FL0131.Superseded values are not recommended for survey control.
 FL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0131.See file dsdata.txt to determine how the superseded data were derived.
 FL0131
 FL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD011986(NAD 83)
 FL0131_MARKER: DZ = AZIMUTH MARK DISK
 FL0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0131_STAMPING: TWIN 1951
 FL0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0131+STABILITY: SURFACE MOTION
 FL0131
 FL0131  HISTORY     - Date     Condition        Report By
 FL0131  HISTORY     - 1951     MONUMENTED       CGS
 FL0131  HISTORY     - 1953     GOOD             NGS
 FL0131
 FL0131                          STATION DESCRIPTION
 FL0131
 FL0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0131'3.05 MI SE FROM FULLER.
 FL0131'2.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0131'RAILROAD FROM THE STATION SIGN AT FULLER, THENCE 1.05 MILES EAST ALONG
 FL0131'U.S. HIGHWAY 66, 1.05 MILES EAST OF TRIANGULATION STATION TWIN 1951,
 FL0131'60 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF THE HIGHWAY, 15
 FL0131'FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A FENCE, 1.6 FEET WEST OF A
 FL0131'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 FL0131'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0129 ***********************************************************************
 FL0129  DESIGNATION -  TWIN RM 1
 FL0129  PID         -  FL0129
 FL0129  STATE/COUNTY-  TX/WHEELER
 FL0129  USGS QUAD   -  FULLER (1963)
 FL0129
 FL0129                         *CURRENT SURVEY CONTROL
 FL0129  ___________________________________________________________________
 FL0129* NAD 83(1986)-  35 13 35.     (N)    100 06 20.     (W)     SCALED    
 FL0129* NAVD 88     -       685.981  (meters)    2250.59   (feet)  ADJUSTED  
 FL0129  ___________________________________________________________________
 FL0129  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0129  DYNAMIC HT  -         685.272 (meters)    2248.26  (feet)  COMP
 FL0129  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 FL0129
 FL0129  VERT ORDER  -  FIRST     CLASS II
 FL0129
 FL0129.The horizontal coordinates were scaled from a topographic map and have
 FL0129.an estimated accuracy of +/- 6 seconds.
 FL0129
 FL0129.The orthometric height was determined by differential leveling
 FL0129.and adjusted by the National Geodetic Survey in June 1991..
 FL0129
 FL0129.The geoid height was determined by GEOID03.
 FL0129
 FL0129.The dynamic height is computed by dividing the NAVD 88
 FL0129.geopotential number by the normal gravity value computed on the
 FL0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0129.degrees latitude (g = 980.6199 gals.).
 FL0129
 FL0129.The modeled gravity was interpolated from observed gravity values.
 FL0129
 FL0129;                    North         East    Units  Estimated Accuracy
 FL0129;SPC TX N     - 1,136,950.      326,930.      MT  (+/- 180 meters Scaled)
 FL0129
 FL0129                          SUPERSEDED SURVEY CONTROL
 FL0129
 FL0129  NGVD 29 (??/??/92)  685.714  (m)         2249.71   (f) ADJ UNCH    1 2
 FL0129
 FL0129.Superseded values are not recommended for survey control.
 FL0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0129.See file dsdata.txt to determine how the superseded data were derived.
 FL0129
 FL0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD993987(NAD 83)
 FL0129_MARKER: DR = REFERENCE MARK DISK
 FL0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0129_SP_SET: GUARD RAIL
 FL0129_STAMPING: TWIN NO 1 1951
 FL0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0129
 FL0129  HISTORY     - Date     Condition        Report By
 FL0129  HISTORY     - 1951     MONUMENTED       CGS
 FL0129  HISTORY     - 1953     GOOD             NGS
 FL0129
 FL0129                          STATION DESCRIPTION
 FL0129
 FL0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0129'2.0 MI SW FROM FULLER.
 FL0129'2.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0129'RAILROAD FROM THE STATION SIGN AT FULLER, 35.0 FEET NORTHEAST OF
 FL0129'TRIANGULATION STATION TWIN 1951, 23 FEET EAST OF THE WEST END OF THE
 FL0129'OVERPASS OF U.S. HIGHWAY 66, 15 FEET SOUTH OF THE CENTER LINE OF THE
 FL0129'NORTH LANE OF THE HIGHWAY, 0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 FL0129'SET IN THE TOP OF THE SOUTH GUARD RAIL OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0130 ***********************************************************************
 FL0130  DESIGNATION -  TWIN RM 2
 FL0130  PID         -  FL0130
 FL0130  STATE/COUNTY-  TX/WHEELER
 FL0130  USGS QUAD   -  FULLER (1963)
 FL0130
 FL0130                         *CURRENT SURVEY CONTROL
 FL0130  ___________________________________________________________________
 FL0130* NAD 83(1986)-  35 13 35.     (N)    100 06 20.     (W)     SCALED    
 FL0130* NAVD 88     -       687.075  (meters)    2254.18   (feet)  ADJUSTED  
 FL0130  ___________________________________________________________________
 FL0130  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0130  DYNAMIC HT  -         686.365 (meters)    2251.85  (feet)  COMP
 FL0130  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 FL0130
 FL0130  VERT ORDER  -  FIRST     CLASS II
 FL0130
 FL0130.The horizontal coordinates were scaled from a topographic map and have
 FL0130.an estimated accuracy of +/- 6 seconds.
 FL0130
 FL0130.The orthometric height was determined by differential leveling
 FL0130.and adjusted by the National Geodetic Survey in June 1991..
 FL0130
 FL0130.The geoid height was determined by GEOID03.
 FL0130
 FL0130.The dynamic height is computed by dividing the NAVD 88
 FL0130.geopotential number by the normal gravity value computed on the
 FL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0130.degrees latitude (g = 980.6199 gals.).
 FL0130
 FL0130.The modeled gravity was interpolated from observed gravity values.
 FL0130
 FL0130;                    North         East    Units  Estimated Accuracy
 FL0130;SPC TX N     - 1,136,950.      326,930.      MT  (+/- 180 meters Scaled)
 FL0130
 FL0130                          SUPERSEDED SURVEY CONTROL
 FL0130
 FL0130  NGVD 29 (??/??/92)  686.808  (m)         2253.30   (f) ADJ UNCH    1 2
 FL0130
 FL0130.Superseded values are not recommended for survey control.
 FL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0130.See file dsdata.txt to determine how the superseded data were derived.
 FL0130
 FL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD993987(NAD 83)
 FL0130_MARKER: DB = BENCH MARK DISK
 FL0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0130_SP_SET: GUARD POST
 FL0130_STAMPING: TWIN NO 2 1951
 FL0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0130
 FL0130  HISTORY     - Date     Condition        Report By
 FL0130  HISTORY     - 1951     MONUMENTED       CGS
 FL0130  HISTORY     - 1953     GOOD             NGS
 FL0130
 FL0130                          STATION DESCRIPTION
 FL0130
 FL0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0130'2.0 MI SW FROM FULLER.
 FL0130'2.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0130'RAILROAD FROM THE STATION SIGN AT FULLER, 38.2 FEET SOUTHEAST OF
 FL0130'TRIANGULATION STATION TWIN 1951, 21.3 FEET EAST OF THE WEST END OF THE
 FL0130'OVERPASS OF U.S. HIGHWAY 66, 13 FEET NORTH OF THE CENTER LINE OF THE
 FL0130'SOUTH LANE OF THE HIGHWAY, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET
 FL0130'IN THE TOP OF THE 4TH GUARD POST EAST OF THE WEST END OF THE SOUTH
 FL0130'TRAFFIC LANE OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1365 ***********************************************************************
 GL1365  DESIGNATION -  TWIST
 GL1365  PID         -  GL1365
 GL1365  STATE/COUNTY-  TX/HARTLEY
 GL1365  USGS QUAD   -  DALHART EAST (1973)
 GL1365
 GL1365                         *CURRENT SURVEY CONTROL
 GL1365  ___________________________________________________________________
 GL1365* NAD 83(1993)-  36 00 41.70588(N)    102 28 12.51822(W)     ADJUSTED  
 GL1365* NAVD 88     -      1209.     (meters)    3967.     (feet)  VERTCON   
 GL1365  ___________________________________________________________________
 GL1365  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 GL1365  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 GL1365
 GL1365  HORZ ORDER  -  THIRD
 GL1365
 GL1365.The horizontal coordinates were established by classical geodetic methods
 GL1365.and adjusted by the National Geodetic Survey in February 1996..
 GL1365
 GL1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1365
 GL1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1365
 GL1365.The geoid height was determined by GEOID03.
 GL1365
 GL1365;                    North         East     Units Scale Factor Converg.
 GL1365;SPC TX N     - 1,223,592.976   112,545.552   MT  0.99996445   -0 33 44.0
 GL1365;SPC TX N     - 4,014,404.62    369,243.20   sFT  0.99996445   -0 33 44.0
 GL1365;UTM  13      - 3,988,194.007   727,999.621   MT  1.00024058   +1 29 17.0
 GL1365
 GL1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1365!SPC TX N     -   0.99981427  x   0.99996445  =   0.99977873
 GL1365!UTM  13      -   0.99981427  x   1.00024058  =   1.00005481
 GL1365
 GL1365|---------------------------------------------------------------------|
 GL1365| PID    Reference Object                     Distance      Geod. Az  |
 GL1365|                                                           dddmmss.s |
 GL1365| CM9427 TWIST RM 1                           34.500 METERS 04113     |
 GL1365| CM9429 TWIST RM 3 AZIMUTH                                 1512443.1 |
 GL1365| CM9428 TWIST RM 2                           24.387 METERS 15955     |
 GL1365| GL1388 DALHART MUNICIPAL AIRPORT BCN       APPROX. 7.7 KM 2831654.2 |
 GL1365| GL1394 DALHART MUNICIPAL TANK              APPROX. 6.1 KM 3171640.0 |
 GL1365| CM9426 TWIST AZ MK                                        3344129.8 |
 GL1365|---------------------------------------------------------------------|
 GL1365
 GL1365                          SUPERSEDED SURVEY CONTROL
 GL1365
 GL1365  NAD 83(1993)-  36 00 41.70593(N)    102 28 12.51839(W) AD(       ) 3
 GL1365  NAD 83(1993)-  36 00 41.71500(N)    102 28 12.50919(W) AD(       ) 3
 GL1365  NAD 83(1986)-  36 00 41.71548(N)    102 28 12.50878(W) AD(       ) 3
 GL1365  NAD 27      -  36 00 41.59900(N)    102 28 10.80400(W) AD(       ) 3
 GL1365  NGVD 29 (07/19/86) 1208.     (m)         3963.     (f) VERT ANG       
 GL1365
 GL1365.Superseded values are not recommended for survey control.
 GL1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1365.See file dsdata.txt to determine how the superseded data were derived.
 GL1365
 GL1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2800088194(NAD 83)
 GL1365_MARKER: DS = TRIANGULATION STATION DISK
 GL1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1365_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1365
 GL1365  HISTORY     - Date     Condition        Report By
 GL1365  HISTORY     - 1953     MONUMENTED       CGS
 GL1365  HISTORY     - 1975     GOOD             NGS
 GL1365
 GL1365                          STATION DESCRIPTION
 GL1365
 GL1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1365'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 87
 GL1365'ABOUT 4-1/2 MILES AIRLINE SOUTHEAST OF DALHART AND ABOUT 10 MILES
 GL1365'AIRLINE NORTHWEST OF HARTLEY.
 GL1365'
 GL1365'TO REACH THE STATION FROM THE POST OFFICE IN DALHART GO NORTH ON
 GL1365'U.S. HIGHWAY 54 FOR 0.15 MILE TO A CROSS ROAD.  TURN RIGHT ONTO
 GL1365'U.S. HIGHWAY 87 AND GO SOUTHEAST 4.1 MILES TO POWERLINE POLE 26 18
 GL1365'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.  KEEP STRAIGHT
 GL1365'AHEAD ON THE HIGHWAY AND GO 0.75 MILE TO A WHITE WITNESS POST
 GL1365'AND THE STATION ON THE RIGHT.
 GL1365'
 GL1365'THE STATION MARK IS A STANDARD DISK STAMPED, TWIST 1953 SET IN
 GL1365'THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE
 GL1365'GROUND.  IT IS 49 FEET NORTHEAST OF THE CENTERLINE OF A RAILROAD
 GL1365'TRACK, 52 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 6
 GL1365'FEET SOUTHEAST OF A WHITE WITNESS POST.
 GL1365'
 GL1365'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, TWIST NO 1
 GL1365'1953 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GL1365'1 INCH ABOVE THE GROUND.  IT IS 3 FEET SOUTH-SOUTHEAST OF A
 GL1365'POWERLINE POLE, 60 FEET NORTHEAST OF THE CENTERLINE OF THE
 GL1365'HIGHWAY, AND THE SAME ELEVATION AS THE STATION.
 GL1365'
 GL1365'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, TWIST NO 2
 GL1365'1953 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GL1365'1 INCH ABOVE THE GROUND.  IT IS 63 FEET SOUTHWEST OF THE CENTERLINE
 GL1365'OF THE HIGHWAY AND THE SAME ELEVATION AS THE STATION.
 GL1365'
 GL1365'THE AZIMUTH MARK IS LOCATED ON THE SOUTHWEST SIDE OF U.S. HIGHWAY
 GL1365'87 AND IS A STANDARD DISK STAMPED, TWIST 1953 SET IN THE TOP OF A
 GL1365'12-INCH CONCRETE CYLINDER THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 GL1365'IT IS 65 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 37
 GL1365'FEET NORTHEAST OF THE CENTERLINE OF A RAILROAD TRACK, AND 120
 GL1365'FEET SOUTHWEST OF POWERLINE POLE 26 18.
 GL1365
 GL1365                          STATION RECOVERY (1975)
 GL1365
 GL1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GL1365'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND
 GL1365'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN
 GL1365'DESTROYED.
 GL1365'
 GL1365'A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE REFERENCE MARKS, THE
 GL1365'DIRECTION TO THE REFERENCE MARKS WAS VERIFIED.
 GL1365'
 GL1365'REFERENCE MARK NO. 3 AZI. WAS ESTABLISHED AT THIS TIME.
 GL1365'
 GL1365'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 GL1365'
 GL1365'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DALHART, ON SOUTH
 GL1365'WEST RIGHT-OF-WAY OF U. S. HIGHWAY 87 AND BETWEEN U. S. HIGHWAY 87
 GL1365'AND THE RAILROAD TRACKS.
 GL1365'
 GL1365'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 54, 87
 GL1365'AND 385 IN DALHART, GO SOUTHEASTERLY ON U. S. HIGHWAYS 87 AND 385
 GL1365'FOR 3.0 MILES TO THE JUNCTION OF FARM ROAD 281.  CONTINUE
 GL1365'SOUTHEASTERLY ON U. S. HIGHWAYS 87 AND 385 FOR 2.0 MILES TO
 GL1365'STATION ON THE RIGHT.  TO REACH REFERENCE MARK NO. 3 AZI, CONTINUE
 GL1365'SOUTHEASTERLY ON U. S.  HIGHWAYS 87 AND 385 FOR 0.3 MILE TO MARK
 GL1365'ON THE LEFT.
 GL1365'
 GL1365'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 GL1365'POST, THAT IS ABOUT 4-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 GL1365'STAMPED TWIST 1953.  IT IS 172 FEET SOUTH OF THE SOUTH 1 OF 2
 GL1365'TREES, 51 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 46 FEET EAST OF
 GL1365'THE EAST RAIL OF RAILROAD TRACKS, 160 FEET NORTHWEST OF A BURIED
 GL1365'TELEPHONE CABLE OUTLET METAL POST AND 1.6 FEET NORTH OF A METAL
 GL1365'WITNESS POST.
 GL1365'
 GL1365'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 GL1365'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED TWIST NO
 GL1365'1 1953.  IT IS 53 FEET NORTHEAST OF THE CENTER-LINE OF HIGHWAY, 4
 GL1365'FEET WEST OF THE WEST LEG OF A LARGE BILL-BOARD, 3 FEET SOUTH OF
 GL1365'A HI-LINE POLE NO. 26-18, 0.6 FOOT EAST OF THE FENCE-LINE.
 GL1365'
 GL1365'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 GL1365'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED TWIST NO
 GL1365'2 1953.  IT IS 58 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 80 FEET
 GL1365'NORTHWEST OF A BURIED TELEPHONE CABLE OUTLET METAL BOX, AND 39
 GL1365'FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS.
 GL1365'
 GL1365'REFERENCE MARK NO. 3 AZI IS A STANDARD DISK, THAT IS CEMENTED IN THE
 GL1365'TOP OF A 4-INCH IRON PIPE, THAT PROJECTS ABOUT 4-INCHES AND IS
 GL1365'STAMPED TWIST 1953 NO 3 1975.  IT IS 60.6 FEET SOUTH OF THE SOUTH
 GL1365'END OF GATE, 51 FEET EAST OF THE CENTER-LINE OF HIGHWAY, 1-FOOT WEST
 GL1365'OF HI-LINE POLE NO. 25-17 AND 0.6 FOOT WEST OF THE FENCE-LINE.
 GL1365'
 GL1365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DALHART 5-MILES
 GL1365'SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1967 ***********************************************************************
 FL1967  DESIGNATION -  TWITTY
 FL1967  PID         -  FL1967
 FL1967  STATE/COUNTY-  TX/WHEELER
 FL1967  USGS QUAD   -  WHEELER SE (1976)
 FL1967
 FL1967                         *CURRENT SURVEY CONTROL
 FL1967  ___________________________________________________________________
 FL1967* NAD 83(1993)-  35 17 46.59151(N)    100 15 10.22231(W)     ADJUSTED  
 FL1967* NAVD 88     -       731.     (meters)    2398.     (feet)  VERTCON   
 FL1967  ___________________________________________________________________
 FL1967  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 FL1967  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL1967
 FL1967  HORZ ORDER  -  SECOND
 FL1967
 FL1967.The horizontal coordinates were established by classical geodetic methods
 FL1967.and adjusted by the National Geodetic Survey in February 1996..
 FL1967
 FL1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1967
 FL1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1967
 FL1967.The geoid height was determined by GEOID03.
 FL1967
 FL1967;                    North         East     Units Scale Factor Converg.
 FL1967;SPC TX N     - 1,144,519.750   313,426.237   MT  0.99991312   +0 43 22.0
 FL1967;SPC TX N     - 3,754,978.55  1,028,299.25   sFT  0.99991312   +0 43 22.0
 FL1967;UTM  14      - 3,906,619.365   386,086.882   MT  0.99975991   -0 43 26.3
 FL1967
 FL1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1967!SPC TX N     -   0.99988937  x   0.99991312  =   0.99980250
 FL1967!UTM  14      -   0.99988937  x   0.99975991  =   0.99964930
 FL1967
 FL1967|---------------------------------------------------------------------|
 FL1967| PID    Reference Object                     Distance      Geod. Az  |
 FL1967|                                                           dddmmss.s |
 FL1967| CL3501 TWITTY RM 1                          10.049 METERS 02344     |
 FL1967| CL3500 TWITTY AZ MK                                       0773847.5 |
 FL1967| FL1947 SHAMROCK RADIO STA KEVA MAST        APPROX. 6.7 KM 1774640.0 |
 FL1967| FL1948 SHAMROCK WATER TANK                 APPROX. 9.1 KM 1780137.0 |
 FL1967| CL3502 TWITTY RM 2                          20.885 METERS 18711     |
 FL1967|---------------------------------------------------------------------|
 FL1967
 FL1967                          SUPERSEDED SURVEY CONTROL
 FL1967
 FL1967  NAD 83(1993)-  35 17 46.59216(N)    100 15 10.22225(W) AD(       ) 2
 FL1967  NAD 83(1986)-  35 17 46.59526(N)    100 15 10.21278(W) AD(       ) 2
 FL1967  NAD 27      -  35 17 46.41900(N)    100 15 08.78200(W) AD(       ) 2
 FL1967  NGVD 29 (07/19/86)  731.     (m)         2398.     (f) VERT ANG       
 FL1967
 FL1967.Superseded values are not recommended for survey control.
 FL1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1967.See file dsdata.txt to determine how the superseded data were derived.
 FL1967
 FL1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8608706619(NAD 83)
 FL1967_MARKER: DS = TRIANGULATION STATION DISK
 FL1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1967
 FL1967  HISTORY     - Date     Condition        Report By
 FL1967  HISTORY     - 1951     MONUMENTED       CGS
 FL1967
 FL1967                          STATION DESCRIPTION
 FL1967
 FL1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1967'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF SHAMROCK, 1.5
 FL1967'MILES SOUTHWEST OF TWITTY, 12 FEET NORTHWEST OF A WITNESS
 FL1967'POST, AND ON A SMALL ROCKY KNOLL.  THE LAND IS OWNED BY MR.
 FL1967'ROBERT GEORGE.  THE MARK IS A BRONZE DISK STAMPED TWITTY 1951,
 FL1967'AND SET IN A CONCRETE POST WHICH PROJECTS 2 INCHES.
 FL1967'
 FL1967'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED TWITTY NO 1 1951,
 FL1967'AND SET IN A BOULDER WHICH PROJECTS 8 INCHES.  THE MARK IS 1
 FL1967'FOOT LOWER THAN THE STATION MARK.
 FL1967'
 FL1967'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED TWITTY NO 2 1951,
 FL1967'AND SET IN A BOULDER WHICH PROJECTS 14 INCHES.  THE MARK IS
 FL1967'5 FEET LOWER THAN THE STATION MARK.
 FL1967'
 FL1967'THE AZIMUTH MARK IS 38 FEET WEST OF THE CENTER LINE OF U.S.
 FL1967'HIGHWAY 83, 12 FEET NORTH OF THE CENTER OF A DIRT ROAD.  THE
 FL1967'MARK IS A BRONZE DISK STAMPED TWITTY 1951, AND SET IN A DRILL
 FL1967'HOLE IN A CONCRETE BRIDGE ABUTMENT.
 FL1967'
 FL1967'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 FL1967'AND STATE ROUTE 152 IN SHAMROCK.  GO NORTH ON U.S. HIGHWAY
 FL1967'83 FOR 5.2 MILES TO A SIDE ROAD LEFT, AND THE AZIMUTH MARK
 FL1967'ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.75 MILE TO A GATE ON
 FL1967'THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 MILE TO A CORRAL
 FL1967'AND OLD BUILDINGS.  TURN LEFT AND GO EAST 0.4 MILE TO A SMALL
 FL1967'KNOLL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5822 ***********************************************************************
 AW5822  DESIGNATION -  TX CITY CHAN CUT A IN RG R LT
 AW5822  PID         -  AW5822
 AW5822  STATE/COUNTY-  TX/GALVESTON
 AW5822  USGS QUAD   -  PORT BOLIVAR (1994)
 AW5822
 AW5822                         *CURRENT SURVEY CONTROL
 AW5822  ___________________________________________________________________
 AW5822* NAD 83(1993)-  29 22 34.57646(N)    094 50 50.39356(W)     ADJUSTED  
 AW5822* NAVD 88     -                                                        
 AW5822  ___________________________________________________________________
 AW5822  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AW5822  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW5822
 AW5822  HORZ ORDER  -  THIRD
 AW5822
 AW5822.The horizontal coordinates were established by classical geodetic methods
 AW5822.and adjusted by the National Geodetic Survey in February 1996..
 AW5822
 AW5822
 AW5822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5822
 AW5822.The geoid height was determined by GEOID03.
 AW5822
 AW5822;                    North         East     Units Scale Factor Converg.
 AW5822;SPC TXSC     - 4,178,154.115 1,003,017.637   MT  0.99986350   +2 02 04.0
 AW5822;SPC TXSC     -13,707,827.29  3,290,733.70   sFT  0.99986350   +2 02 04.0
 AW5822;UTM  15      - 3,251,092.568   320,709.303   MT  0.99999666   -0 54 23.2
 AW5822
 AW5822                          SUPERSEDED SURVEY CONTROL
 AW5822
 AW5822  NAD 83(1986)-  29 22 34.59177(N)    094 50 50.37451(W) AD(       ) 4
 AW5822  NAD 27      -  29 22 33.74319(N)    094 50 49.65976(W) AD(       ) 3
 AW5822
 AW5822.Superseded values are not recommended for survey control.
 AW5822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5822.See file dsdata.txt to determine how the superseded data were derived.
 AW5822
 AW5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2070951093(NAD 83)
 AW5822_MARKER: 15 = RANGE MARKER
 AW5822
 AW5822  HISTORY     - Date     Condition        Report By
 AW5822  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5822  HISTORY     - 19950720 GOOD             USPSQD
 AW5822
 AW5822                          STATION DESCRIPTION
 AW5822
 AW5822'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5822'LOCATED ABOUT 2.5 MILE SOUTHEAST OF TEXAS CITY, ABOUT 500 FEET
 AW5822'SOUTH OF THE TEXAS CITY DIKE.  LIGHT ATOP A RED SQUARE, SLATTED
 AW5822'DAYMARK ON A SKELETON STEEL TOWER, ABOUT 60 FEET HIGH, ON PILES.
 AW5822'THE LIGHT WAS OBSERVED ON.  NO. 7629 1962 LIGHT LIST.
 AW5822
 AW5822                          STATION RECOVERY (1995)
 AW5822
 AW5822'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5911 ***********************************************************************
 AW5911  DESIGNATION -  TX CITY CHAN CUT A IN RG F LT
 AW5911  PID         -  AW5911
 AW5911  STATE/COUNTY-  TX/GALVESTON
 AW5911  USGS QUAD   -  GALVESTON (1994)
 AW5911
 AW5911                         *CURRENT SURVEY CONTROL
 AW5911  ___________________________________________________________________
 AW5911* NAD 83(1993)-  29 22 19.13030(N)    094 50 14.69169(W)     ADJUSTED  
 AW5911* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5911  ___________________________________________________________________
 AW5911  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AW5911  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW5911
 AW5911  HORZ ORDER  -  THIRD
 AW5911
 AW5911.The horizontal coordinates were established by classical geodetic methods
 AW5911.and adjusted by the National Geodetic Survey in February 1996..
 AW5911
 AW5911.The orthometric height was scaled from a topographic map.
 AW5911
 AW5911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5911
 AW5911.The geoid height was determined by GEOID03.
 AW5911
 AW5911;                    North         East     Units Scale Factor Converg.
 AW5911;SPC TXSC     - 4,177,713.119 1,003,996.618   MT  0.99986345   +2 02 21.5
 AW5911;SPC TXSC     -13,706,380.46  3,293,945.57   sFT  0.99986345   +2 02 21.5
 AW5911;UTM  15      - 3,250,601.861   321,664.494   MT  0.99999244   -0 54 05.2
 AW5911
 AW5911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5911!SPC TXSC     -   1.00000404  x   0.99986345  =   0.99986749
 AW5911!UTM  15      -   1.00000404  x   0.99999244  =   0.99999648
 AW5911
 AW5911:                Primary Azimuth Mark                     Grid Az
 AW5911:SPC TXSC     -  BOLIVAR POINT LIGHTHOUSE USE             092 45 16.8
 AW5911:UTM  15      -  BOLIVAR POINT LIGHTHOUSE USE             095 41 43.5
 AW5911
 AW5911|---------------------------------------------------------------------|
 AW5911| PID    Reference Object                     Distance      Geod. Az  |
 AW5911|                                                           dddmmss.s |
 AW5911| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 6.9 KM 0944738.3 |
 AW5911| AW5941 GALVESTON HIGH GRADE PACK CO TK     APPROX. 9.2 KM 1832200.0 |
 AW5911| AW6042 TEXAS CITY MUN TANK 1961            APPROX. 7.3 KM 2892152.9 |
 AW5911|---------------------------------------------------------------------|
 AW5911
 AW5911                          SUPERSEDED SURVEY CONTROL
 AW5911
 AW5911  NAD 83(1986)-  29 22 19.14549(N)    094 50 14.67244(W) AD(       ) 3
 AW5911  NAD 27      -  29 22 18.28189(N)    094 50 13.99531(W) AD(       ) 3
 AW5911
 AW5911.Superseded values are not recommended for survey control.
 AW5911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5911.See file dsdata.txt to determine how the superseded data were derived.
 AW5911
 AW5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2166450602(NAD 83)
 AW5911_MARKER: 15 = RANGE MARKER
 AW5911
 AW5911  HISTORY     - Date     Condition        Report By
 AW5911  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5911  HISTORY     - 19950720 GOOD             USPSQD
 AW5911
 AW5911                          STATION DESCRIPTION
 AW5911
 AW5911'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5911'LOCATED ABOUT 3.0 MILE SOUTHEAST OF TEXAS CITY, ABOUT 700 FEET
 AW5911'SOUTH OF THE TEXAS CITY DIKE.  LIGHT ATOP A RED SQUARE, PYRAMIDAL,
 AW5911'SLATTED STRUCTURE ON PILES, ABOUT 25 FEET HIGH.  THE LIGHT WAS
 AW5911'OBSERVED ON.  NO. 7628 1962 LIGHT LIST.
 AW5911
 AW5911                          STATION RECOVERY (1995)
 AW5911
 AW5911'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5912 ***********************************************************************
 AW5912  DESIGNATION -  TX CITY CHAN CUT B OUT RG R LT
 AW5912  PID         -  AW5912
 AW5912  STATE/COUNTY-  TX/GALVESTON
 AW5912  USGS QUAD   -  GALVESTON (1994)
 AW5912
 AW5912                         *CURRENT SURVEY CONTROL
 AW5912  ___________________________________________________________________
 AW5912* NAD 83(1993)-  29 21 54.92292(N)    094 48 54.08009(W)     ADJUSTED  
 AW5912* NAVD 88     -                                                        
 AW5912  ___________________________________________________________________
 AW5912  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW5912  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AW5912
 AW5912  HORZ ORDER  -  THIRD
 AW5912
 AW5912.The horizontal coordinates were established by classical geodetic methods
 AW5912.and adjusted by the National Geodetic Survey in February 1996..
 AW5912
 AW5912
 AW5912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5912
 AW5912.The geoid height was determined by GEOID03.
 AW5912
 AW5912;                    North         East     Units Scale Factor Converg.
 AW5912;SPC TXSC     - 4,177,045.926 1,006,195.604   MT  0.99986338   +2 03 01.0
 AW5912;SPC TXSC     -13,704,191.51  3,301,160.08   sFT  0.99986338   +2 03 01.0
 AW5912;UTM  15      - 3,249,822.639   323,826.626   MT  0.99998298   -0 53 25.0
 AW5912
 AW5912                          SUPERSEDED SURVEY CONTROL
 AW5912
 AW5912  NAD 83(1986)-  29 21 54.93814(N)    094 48 54.06081(W) AD(       ) 4
 AW5912  NAD 27      -  29 21 54.09160(N)    094 48 53.35793(W) AD(       ) 3
 AW5912
 AW5912.Superseded values are not recommended for survey control.
 AW5912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5912.See file dsdata.txt to determine how the superseded data were derived.
 AW5912
 AW5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2382749823(NAD 83)
 AW5912_MARKER: 15 = RANGE MARKER
 AW5912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5912+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 AW5912
 AW5912  HISTORY     - Date     Condition        Report By
 AW5912  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5912  HISTORY     - 19950720 GOOD             USPSQD
 AW5912  HISTORY     - 20020310 GOOD             USPSQD
 AW5912  HISTORY     - 20041020 GOOD             USPSQD
 AW5912
 AW5912                          STATION DESCRIPTION
 AW5912
 AW5912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5912'LOCATED NEAR THE SOUTHEAST END AND ON THE SOUTH SIDE OF THE
 AW5912'TEXAS CITY DIKE.  LIGHT ATOP A RED, SQUARE DARMARK ON SKELETON
 AW5912'STEEL TOWER, ABOUT 50 FEET HIGH, ON PLATFORM ON PILES.  THE
 AW5912'LIGHT WAS OBSERVED ON. NO 7634 IN 1962 LIGHT LIST.
 AW5912
 AW5912                          STATION RECOVERY (1995)
 AW5912
 AW5912'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5912'RECOVERED IN GOOD CONDITION.
 AW5912
 AW5912                          STATION RECOVERY (2002)
 AW5912
 AW5912'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5912'RECOVERED IN GOOD CONDITION.
 AW5912
 AW5912                          STATION RECOVERY (2004)
 AW5912
 AW5912'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5772 ***********************************************************************
 AW5772  DESIGNATION -  TX CITY CUT A OUT RG R LT 1963
 AW5772  PID         -  AW5772
 AW5772  STATE/COUNTY-  TX/GALVESTON
 AW5772  USGS QUAD   -  THE JETTIES (1994)
 AW5772
 AW5772                         *CURRENT SURVEY CONTROL
 AW5772  ___________________________________________________________________
 AW5772* NAD 83(1993)-  29 19 56.63649(N)    094 44 46.03479(W)     ADJUSTED  
 AW5772* NAVD 88     -                                                        
 AW5772  ___________________________________________________________________
 AW5772  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW5772  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5772
 AW5772  HORZ ORDER  -  THIRD
 AW5772
 AW5772.The horizontal coordinates were established by classical geodetic methods
 AW5772.and adjusted by the National Geodetic Survey in February 1996..
 AW5772
 AW5772
 AW5772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5772
 AW5772.The geoid height was determined by GEOID03.
 AW5772
 AW5772;                    North         East     Units Scale Factor Converg.
 AW5772;SPC TXSC     - 4,173,648.153 1,013,012.705   MT  0.99986324   +2 05 02.5
 AW5772;SPC TXSC     -13,693,043.98  3,323,525.85   sFT  0.99986324   +2 05 02.5
 AW5772;UTM  15      - 3,246,079.284   330,461.176   MT  0.99995468   -0 51 20.1
 AW5772
 AW5772                          SUPERSEDED SURVEY CONTROL
 AW5772
 AW5772  NAD 83(1986)-  29 19 56.65180(N)    094 44 46.01544(W) AD(       ) 4
 AW5772  NAD 27      -  29 19 55.80419(N)    094 44 45.32029(W) AD(       ) 3
 AW5772
 AW5772.Superseded values are not recommended for survey control.
 AW5772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5772.See file dsdata.txt to determine how the superseded data were derived.
 AW5772
 AW5772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3046146079(NAD 83)
 AW5772_MARKER: 14 = NAVIGATION LIGHT
 AW5772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5772+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 AW5772
 AW5772  HISTORY     - Date     Condition        Report By
 AW5772  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5772  HISTORY     - 1979     GOOD             NGS
 AW5772  HISTORY     - 1990     GOOD             USPSQD
 AW5772  HISTORY     - 19950720 GOOD             USPSQD
 AW5772  HISTORY     - 19960714 GOOD             USPSQD
 AW5772  HISTORY     - 20041210 GOOD             USPSQD
 AW5772
 AW5772                          STATION DESCRIPTION
 AW5772
 AW5772'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5772'LOCATED NEAR THE NORTHEAST END OF GALVESTON ISLAND ON SHORE,
 AW5772'ABOUT 0.3 MILE SOUTHEAST OF THE LAGOON, ABOUT 1000 FEET SOUTHWEST
 AW5772'OF THE ROAD LEADING TO EAST BEACH.  LIGHT ATOP A SQUARE DAYMARK
 AW5772'ON SKELETON STEEL TOWER, ABOUT 65 FEET HIGH, ON PLATFORM ON
 AW5772'PILE.  THE LIGHT WAS OBSERVED ON.  NO. 7626 1962 LIGHT LIST.
 AW5772
 AW5772                          STATION RECOVERY (1979)
 AW5772
 AW5772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5772'STATION RECOVERED IN APPARENT GOOD CONDITION.  ACCORDING TO THE
 AW5772'1979 LIGHT LIST, IT HAS NOT BEEN CHANGED.
 AW5772'
 AW5772'DESCRIBED--RAH
 AW5772'
 AW5772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5772
 AW5772                          STATION RECOVERY (1990)
 AW5772
 AW5772'RECOVERY NOTE BY US POWER SQUADRON 1990 (MA)
 AW5772'RECOVERED IN GOOD CONDITION.
 AW5772
 AW5772                          STATION RECOVERY (1995)
 AW5772
 AW5772'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5772'RECOVERED IN GOOD CONDITION.
 AW5772
 AW5772                          STATION RECOVERY (1996)
 AW5772
 AW5772'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5772'RECOVERED IN GOOD CONDITION.
 AW5772
 AW5772                          STATION RECOVERY (2004)
 AW5772
 AW5772'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5909 ***********************************************************************
 AW5909  DESIGNATION -  TX CITY CUT B OUT RG F LT 1963
 AW5909  PID         -  AW5909
 AW5909  STATE/COUNTY-  TX/GALVESTON
 AW5909  USGS QUAD   -  GALVESTON (1994)
 AW5909
 AW5909                         *CURRENT SURVEY CONTROL
 AW5909  ___________________________________________________________________
 AW5909* NAD 83(1993)-  29 22 01.96365(N)    094 49 23.60127(W)     ADJUSTED  
 AW5909* NAVD 88     -                                                        
 AW5909  ___________________________________________________________________
 AW5909  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW5909  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW5909
 AW5909  HORZ ORDER  -  THIRD
 AW5909
 AW5909.The horizontal coordinates were established by classical geodetic methods
 AW5909.and adjusted by the National Geodetic Survey in February 1996..
 AW5909
 AW5909
 AW5909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5909
 AW5909.The geoid height was determined by GEOID03.
 AW5909
 AW5909;                    North         East     Units Scale Factor Converg.
 AW5909;SPC TXSC     - 4,177,234.085 1,005,392.277   MT  0.99986340   +2 02 46.5
 AW5909;SPC TXSC     -13,704,808.83  3,298,524.50   sFT  0.99986340   +2 02 46.5
 AW5909;UTM  15      - 3,250,051.789   323,033.912   MT  0.99998644   -0 53 39.7
 AW5909
 AW5909                          SUPERSEDED SURVEY CONTROL
 AW5909
 AW5909  NAD 83(1986)-  29 22 01.97887(N)    094 49 23.58199(W) AD(       ) 4
 AW5909  NAD 27      -  29 22 01.13135(N)    094 49 22.87449(W) AD(       ) 3
 AW5909
 AW5909.Superseded values are not recommended for survey control.
 AW5909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5909.See file dsdata.txt to determine how the superseded data were derived.
 AW5909
 AW5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2303450052(NAD 83)
 AW5909_MARKER: 15 = RANGE MARKER
 AW5909
 AW5909  HISTORY     - Date     Condition        Report By
 AW5909  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5909  HISTORY     - 19950720 GOOD             USPSQD
 AW5909  HISTORY     - 20020310 GOOD             USPSQD
 AW5909
 AW5909                          STATION DESCRIPTION
 AW5909
 AW5909'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5909'LOCATED ABOUT 1.0 MILE NORTHWEST OF THE SOUTHEAST END, AND
 AW5909'ABOUT 500 FEET SOUTH OF THE TEXAS CITY DIKE.  LIGHT ATOP A
 AW5909'RED, SQUARE PYRAMIDAL, SLATTED STRUCTURE ON PILES, ABOUT 25
 AW5909'FEET HIGH.  THE LIGHT WAS OBSERVED ON.  NO. 7633 1962 LIGHT LIST.
 AW5909
 AW5909                          STATION RECOVERY (1995)
 AW5909
 AW5909'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5909'RECOVERED IN GOOD CONDITION.
 AW5909
 AW5909                          STATION RECOVERY (2002)
 AW5909
 AW5909'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6028 ***********************************************************************
 AW6028  DESIGNATION -  TX CITY TK 9TH AVE 14TH ST N
 AW6028  PID         -  AW6028
 AW6028  STATE/COUNTY-  TX/GALVESTON
 AW6028  USGS QUAD   -  TEXAS CITY (1994)
 AW6028
 AW6028                         *CURRENT SURVEY CONTROL
 AW6028  ___________________________________________________________________
 AW6028* NAD 83(1993)-  29 23 32.72201(N)    094 54 52.17174(W)     ADJUSTED  
 AW6028* NAVD 88     -                                                        
 AW6028  ___________________________________________________________________
 AW6028  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AW6028  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW6028
 AW6028  HORZ ORDER  -  THIRD
 AW6028
 AW6028.The horizontal coordinates were established by classical geodetic methods
 AW6028.and adjusted by the National Geodetic Survey in February 1996..
 AW6028
 AW6028
 AW6028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6028
 AW6028.The geoid height was determined by GEOID03.
 AW6028
 AW6028;                    North         East     Units Scale Factor Converg.
 AW6028;SPC TXSC     - 4,179,713.483   996,439.836   MT  0.99986375   +2 00 05.6
 AW6028;SPC TXSC     -13,712,943.32  3,269,153.03   sFT  0.99986375   +2 00 05.6
 AW6028;UTM  15      - 3,252,987.669   314,219.220   MT  1.00002590   -0 56 23.6
 AW6028
 AW6028                          SUPERSEDED SURVEY CONTROL
 AW6028
 AW6028  NAD 83(1986)-  29 23 32.73739(N)    094 54 52.15348(W) AD(       ) 4
 AW6028  NAD 27      -  29 23 31.89231(N)    094 54 51.43291(W) AD(       ) 3
 AW6028
 AW6028.Superseded values are not recommended for survey control.
 AW6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6028.See file dsdata.txt to determine how the superseded data were derived.
 AW6028
 AW6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1421952988(NAD 83)
 AW6028_MARKER: 51 = TANK
 AW6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6028+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2004
 AW6028
 AW6028  HISTORY     - Date     Condition        Report By
 AW6028  HISTORY     - 1960     FIRST OBSERVED   CGS
 AW6028  HISTORY     - 19950725 GOOD             USPSQD
 AW6028  HISTORY     - 20020310 GOOD             USPSQD
 AW6028  HISTORY     - 20040129 GOOD             USPSQD
 AW6028
 AW6028                          STATION DESCRIPTION
 AW6028
 AW6028'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6028'LOCATED IN THE NORTH CENTERAL PART OF TEXAS CITY AT THE
 AW6028'INTERSECTION OF 9TH AVENUE NORTH AND 14TH STREET NORTH, NEAR
 AW6028'THE SOUTHEAST CORNER OF THE INTERSECTION, DIRECTLY BEHIND
 AW6028'CIAVAGLIAS GULF SERVICE STATION AND ACROSS 14TH STREET FROM
 AW6028'THE ADMINISTRATIVE OFFICES OF THE TEXAS CITY SCHOOLS.
 AW6028'
 AW6028'THE STATION IS THE ORANGE COLORED MUNICIPAL WATER TANK AND IS
 AW6028'ABOUT 135 FEET HIGH.
 AW6028
 AW6028                          STATION RECOVERY (1995)
 AW6028
 AW6028'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6028'RECOVERED IN GOOD CONDITION.
 AW6028
 AW6028                          STATION RECOVERY (2002)
 AW6028
 AW6028'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW6028'RECOVERED IN GOOD CONDITION.
 AW6028
 AW6028                          STATION RECOVERY (2004)
 AW6028
 AW6028'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6027 ***********************************************************************
 AW6027  DESIGNATION -  TX CTY CH CT B IN FT LT
 AW6027  PID         -  AW6027
 AW6027  STATE/COUNTY-  TX/GALVESTON
 AW6027  USGS QUAD   -  TEXAS CITY (1994)
 AW6027
 AW6027                         *CURRENT SURVEY CONTROL
 AW6027  ___________________________________________________________________
 AW6027* NAD 83(1993)-  29 22 54.78152(N)    094 53 05.26786(W)     ADJUSTED  
 AW6027* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6027  ___________________________________________________________________
 AW6027  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW6027  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW6027
 AW6027  HORZ ORDER  -  THIRD
 AW6027
 AW6027.The horizontal coordinates were established by classical geodetic methods
 AW6027.and adjusted by the National Geodetic Survey in February 1996..
 AW6027
 AW6027.The orthometric height was scaled from a topographic map.
 AW6027
 AW6027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6027
 AW6027.The geoid height was determined by GEOID03.
 AW6027
 AW6027;                    North         East     Units Scale Factor Converg.
 AW6027;SPC TXSC     - 4,178,647.224   999,361.265   MT  0.99986358   +2 00 57.9
 AW6027;SPC TXSC     -13,709,445.10  3,278,737.75   sFT  0.99986358   +2 00 57.9
 AW6027;UTM  15      - 3,251,772.722   317,082.535   MT  1.00001287   -0 55 30.0
 AW6027
 AW6027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6027!SPC TXSC     -   1.00000405  x   0.99986358  =   0.99986763
 AW6027!UTM  15      -   1.00000405  x   1.00001287  =   1.00001692
 AW6027
 AW6027:                Primary Azimuth Mark                     Grid Az
 AW6027:SPC TXSC     -  BOLIVAR POINT LIGHTHOUSE USE             096 16 35.4
 AW6027:UTM  15      -  BOLIVAR POINT LIGHTHOUSE USE             099 13 03.3
 AW6027
 AW6027|---------------------------------------------------------------------|
 AW6027| PID    Reference Object                     Distance      Geod. Az  |
 AW6027|                                                           dddmmss.s |
 AW6027| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX.11.6 KM 0981733.3 |
 AW6027| AW6020 TEXAS CITY MONSANTO CHEM CO TK      APPROX. 1.0 KM 2482559.5 |
 AW6027| AW6030 TX CTY CH CT B IN R LT              APPROX. 0.9 KM 2850849.8 |
 AW6027| AW6042 TEXAS CITY MUN TANK 1961            APPROX. 2.6 KM 3001052.2 |
 AW6027|---------------------------------------------------------------------|
 AW6027
 AW6027                          SUPERSEDED SURVEY CONTROL
 AW6027
 AW6027  NAD 83(1986)-  29 22 54.79666(N)    094 53 05.24868(W) AD(       ) 3
 AW6027  NAD 27      -  29 22 53.95088(N)    094 53 04.53883(W) AD(       ) 3
 AW6027
 AW6027.Superseded values are not recommended for survey control.
 AW6027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6027.See file dsdata.txt to determine how the superseded data were derived.
 AW6027
 AW6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1708351773(NAD 83)
 AW6027_MARKER: 15 = RANGE MARKER
 AW6027
 AW6027  HISTORY     - Date     Condition        Report By
 AW6027  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6027  HISTORY     - 19950725 GOOD             USPSQD
 AW6027
 AW6027                          STATION DESCRIPTION
 AW6027
 AW6027'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6027'LOCATED NEAR THE WEST END OF TEXAS CITY CHANNEL, ABOUT 800
 AW6027'FEET OFFSHORE.  LIGHT ATOP A RED, SQUARE, PYRAMIDAL, SLATTED
 AW6027'STRUCTURE ON PILES, ABOUT 30 FEET HIGH.  THE LIGHT WAS OBSERVED
 AW6027'ON.  NO. 7635 1962 LIGHT LIST.
 AW6027
 AW6027                          STATION RECOVERY (1995)
 AW6027
 AW6027'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6030 ***********************************************************************
 AW6030  DESIGNATION -  TX CTY CH CT B IN R LT
 AW6030  PID         -  AW6030
 AW6030  STATE/COUNTY-  TX/GALVESTON
 AW6030  USGS QUAD   -  TEXAS CITY (1994)
 AW6030
 AW6030                         *CURRENT SURVEY CONTROL
 AW6030  ___________________________________________________________________
 AW6030* NAD 83(1993)-  29 23 02.01235(N)    094 53 35.77079(W)     ADJUSTED  
 AW6030* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6030  ___________________________________________________________________
 AW6030  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AW6030  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW6030
 AW6030  HORZ ORDER  -  THIRD
 AW6030
 AW6030.The horizontal coordinates were established by classical geodetic methods
 AW6030.and adjusted by the National Geodetic Survey in February 1996..
 AW6030
 AW6030.The orthometric height was scaled from a topographic map.
 AW6030
 AW6030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6030
 AW6030.The geoid height was determined by GEOID03.
 AW6030
 AW6030;                    North         East     Units Scale Factor Converg.
 AW6030;SPC TXSC     - 4,178,840.786   998,531.520   MT  0.99986361   +2 00 43.0
 AW6030;SPC TXSC     -13,710,080.15  3,276,015.50   sFT  0.99986361   +2 00 43.0
 AW6030;UTM  15      - 3,252,008.638   316,263.690   MT  1.00001657   -0 55 45.2
 AW6030
 AW6030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6030!SPC TXSC     -   1.00000405  x   0.99986361  =   0.99986766
 AW6030!UTM  15      -   1.00000405  x   1.00001657  =   1.00002062
 AW6030
 AW6030:                Primary Azimuth Mark                     Grid Az
 AW6030:SPC TXSC     -  HOUSTON SHIP CHAN LT 44                  031 15 46.0
 AW6030:UTM  15      -  HOUSTON SHIP CHAN LT 44                  034 12 14.2
 AW6030
 AW6030|---------------------------------------------------------------------|
 AW6030| PID    Reference Object                     Distance      Geod. Az  |
 AW6030|                                                           dddmmss.s |
 AW6030| AW5839 HOUSTON SHIP CHAN LT 44             APPROX. 8.9 KM 0331629.0 |
 AW6030| AW5863 HOUSTON SHIP CHAN LT 36             APPROX. 7.5 KM 0660741.6 |
 AW6030| AW5858 HOUSTON SHIP CHAN LT 31             APPROX. 7.6 KM 0851239.7 |
 AW6030| AW5820 HOUSTON SHIP CHAN ENT RNG R LT      APPROX. 7.9 KM 0951803.2 |
 AW6030| AW5906 HOUSTON SHIP CHAN ENT RNG F LT      APPROX. 8.3 KM 0973226.3 |
 AW6030|---------------------------------------------------------------------|
 AW6030
 AW6030                          SUPERSEDED SURVEY CONTROL
 AW6030
 AW6030  NAD 83(1986)-  29 23 02.02748(N)    094 53 35.75166(W) AD(       ) 3
 AW6030  NAD 27      -  29 23 01.18413(N)    094 53 35.04687(W) AD(       ) 3
 AW6030
 AW6030.Superseded values are not recommended for survey control.
 AW6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6030.See file dsdata.txt to determine how the superseded data were derived.
 AW6030
 AW6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1626452009(NAD 83)
 AW6030_MARKER: 15 = RANGE MARKER
 AW6030
 AW6030  HISTORY     - Date     Condition        Report By
 AW6030  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6030  HISTORY     - 19950725 GOOD             USPSQD
 AW6030  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 AW6030  HISTORY     - 20031216 MARK NOT FOUND   USPSQD
 AW6030  HISTORY     - 20050131 MARK NOT FOUND   USPSQD
 AW6030
 AW6030                          STATION DESCRIPTION
 AW6030
 AW6030'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6030'LOCATED ON THE WEST EXTENSION OF TEXAS CITY CHANNEL, AT TEXAS
 AW6030'CITY ON THE EAST SIDE OF THE STREET PARALLELING THE BAY, AND
 AW6030'IN THE FIRST BLOCK SOUTH OF TEXAS AVE.  STRUCTURE IS IN AN OFFSET
 AW6030'IN A CYCLONE FENCE.  LIGHT ATOP A WHITE, SQUARE DAYMARK ON
 AW6030'SKELETON STEEL TOWER, ABOUT 56 FEET HIGH, ON CONCRETE BASE.
 AW6030'THE LIGHT WAS OBSERVED ON.  NO. 7636 1962 LIGHT LIST.
 AW6030
 AW6030                          STATION RECOVERY (1995)
 AW6030
 AW6030'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6030'RECOVERED IN GOOD CONDITION.
 AW6030
 AW6030                          STATION RECOVERY (2002)
 AW6030
 AW6030'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW6030'MARK NOT FOUND.
 AW6030
 AW6030                          STATION RECOVERY (2003)
 AW6030
 AW6030'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6030'MARK NOT FOUND.
 AW6030
 AW6030                          STATION RECOVERY (2005)
 AW6030
 AW6030'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6017 ***********************************************************************
 AW6017  DESIGNATION -  TX CTY CH CT C RG R LT
 AW6017  PID         -  AW6017
 AW6017  STATE/COUNTY-  TX/GALVESTON
 AW6017  USGS QUAD   -  TEXAS CITY (1994)
 AW6017
 AW6017                         *CURRENT SURVEY CONTROL
 AW6017  ___________________________________________________________________
 AW6017* NAD 83(1993)-  29 23 09.14530(N)    094 52 33.21425(W)     ADJUSTED  
 AW6017* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6017  ___________________________________________________________________
 AW6017  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6017  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW6017
 AW6017  HORZ ORDER  -  THIRD
 AW6017
 AW6017.The horizontal coordinates were established by classical geodetic methods
 AW6017.and adjusted by the National Geodetic Survey in February 1996..
 AW6017
 AW6017.The orthometric height was scaled from a topographic map.
 AW6017
 AW6017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6017
 AW6017.The geoid height was determined by GEOID03.
 AW6017
 AW6017;                    North         East     Units Scale Factor Converg.
 AW6017;SPC TXSC     - 4,179,119.580 1,000,209.388   MT  0.99986364   +2 01 13.6
 AW6017;SPC TXSC     -13,710,994.82  3,281,520.30   sFT  0.99986364   +2 01 13.6
 AW6017;UTM  15      - 3,252,201.001   317,953.905   MT  1.00000894   -0 55 14.6
 AW6017
 AW6017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6017!SPC TXSC     -   1.00000405  x   0.99986364  =   0.99986769
 AW6017!UTM  15      -   1.00000405  x   1.00000894  =   1.00001299
 AW6017
 AW6017:                Primary Azimuth Mark                     Grid Az
 AW6017:SPC TXSC     -  GALVESTON HIGH GRADE PACK CO TK          161 25 02.5
 AW6017:UTM  15      -  GALVESTON HIGH GRADE PACK CO TK          164 21 30.7
 AW6017
 AW6017|---------------------------------------------------------------------|
 AW6017| PID    Reference Object                     Distance      Geod. Az  |
 AW6017|                                                           dddmmss.s |
 AW6017| AW5941 GALVESTON HIGH GRADE PACK CO TK     APPROX.11.2 KM 1632616.1 |
 AW6017| AW6020 TEXAS CITY MONSANTO CHEM CO TK      APPROX. 2.0 KM 2454439.8 |
 AW6017| AW6042 TEXAS CITY MUN TANK 1961            APPROX. 3.2 KM 2853149.1 |
 AW6017|---------------------------------------------------------------------|
 AW6017
 AW6017                          SUPERSEDED SURVEY CONTROL
 AW6017
 AW6017  NAD 83(1986)-  29 23 09.16046(N)    094 52 33.19512(W) AD(       ) 3
 AW6017  NAD 27      -  29 23 08.31858(N)    094 52 32.48409(W) AD(       ) 3
 AW6017
 AW6017.Superseded values are not recommended for survey control.
 AW6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6017.See file dsdata.txt to determine how the superseded data were derived.
 AW6017
 AW6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1795452201(NAD 83)
 AW6017_MARKER: 15 = RANGE MARKER
 AW6017
 AW6017  HISTORY     - Date     Condition        Report By
 AW6017  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6017  HISTORY     - 19950720 GOOD             USPSQD
 AW6017
 AW6017                          STATION DESCRIPTION
 AW6017
 AW6017'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6017'LOCATED ABOUT 1.0 MILE EAST OF TEXAS CITY, ABOUT 250 FEET
 AW6017'SOUTH OF THE TEXAS CITY DIKE.  LIGHT ATOP A BLACK, TRIANGULAR,
 AW6017'SLATTED STRUCTURE ON PILES.  THE LIGHT WAS OBSERVED ON.  NO.
 AW6017'7638 1962 LIGHT LIST.
 AW6017
 AW6017                          STATION RECOVERY (1995)
 AW6017
 AW6017'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6216 ***********************************************************************
 AB6216  PACS        -  This is a Primary Airport Control Station.
 AB6216  DESIGNATION -  TX04 A
 AB6216  PID         -  AB6216
 AB6216  STATE/COUNTY-  TX/EL PASO
 AB6216  USGS QUAD   -  CLINT NW (1995)
 AB6216
 AB6216                         *CURRENT SURVEY CONTROL
 AB6216  ___________________________________________________________________
 AB6216* NAD 83(1993)-  31 43 10.98688(N)    106 14 29.61456(W)     ADJUSTED  
 AB6216* NAVD 88     -      1220.91   (meters)    4005.6    (feet)  GPS OBS   
 AB6216  ___________________________________________________________________
 AB6216  X           -  -1,519,117.831 (meters)                     COMP
 AB6216  Y           -  -5,214,716.508 (meters)                     COMP
 AB6216  Z           -   3,334,664.237 (meters)                     COMP
 AB6216  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AB6216  ELLIP HEIGHT-        1196.96  (meters)          (10/24/00) GPS OBS
 AB6216  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AB6216
 AB6216  HORZ ORDER  -  B
 AB6216  ELLP ORDER  -  FOURTH    CLASS II
 AB6216
 AB6216.This mark is at West Texas (TX04) Airport (TX04)
 AB6216
 AB6216.The horizontal coordinates were established by GPS observations
 AB6216.and adjusted by the National Geodetic Survey in August 1996..
 AB6216
 AB6216.The orthometric height was determined by GPS observations and a
 AB6216.high-resolution geoid model.
 AB6216
 AB6216.GPS derived orthometric heights for airport stations designated as
 AB6216.PACS or SACS are published to 2 decimal places.  This maintains
 AB6216.centimeter relative accuracy between the PACS and SACS.  It does
 AB6216.not indicate centimeter accuracy relative to other marks which are
 AB6216.part of the NAVD 88 network.
 AB6216
 AB6216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6216
 AB6216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6216
 AB6216.The ellipsoidal height was determined by GPS observations
 AB6216.and is referenced to NAD 83.
 AB6216
 AB6216.The geoid height was determined by GEOID03.
 AB6216
 AB6216;                    North         East     Units Scale Factor Converg.
 AB6216;SPC TX C     - 3,242,465.180   140,307.055   MT  0.99996014   -3 02 35.1
 AB6216;SPC TX C     -10,637,987.84    460,324.06   sFT  0.99996014   -3 02 35.1
 AB6216;UTM  13      - 3,510,039.448   382,368.575   MT  0.99977066   -0 39 10.2
 AB6216
 AB6216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6216!SPC TX C     -   0.99981209  x   0.99996014  =   0.99977223
 AB6216!UTM  13      -   0.99981209  x   0.99977066  =   0.99958279
 AB6216
 AB6216:                Primary Azimuth Mark                     Grid Az
 AB6216:SPC TX C     -  TX04 B                                   272 03 32.7
 AB6216:UTM  13      -  TX04 B                                   269 40 07.8
 AB6216
 AB6216|---------------------------------------------------------------------|
 AB6216| PID    Reference Object                     Distance      Geod. Az  |
 AB6216|                                                           dddmmss.s |
 AB6216| AB8713 TX04 B                              498.470 METERS 2690057.6 |
 AB6216|---------------------------------------------------------------------|
 AB6216
 AB6216                          SUPERSEDED SURVEY CONTROL
 AB6216
 AB6216  ELLIP H (08/15/96) 1197.00   (m)                       GP(       ) 2 2
 AB6216
 AB6216.Superseded values are not recommended for survey control.
 AB6216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6216.See file dsdata.txt to determine how the superseded data were derived.
 AB6216
 AB6216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8236910039(NAD 83)
 AB6216_MARKER: I = METAL ROD
 AB6216_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6216_STAMPING: TX04 A 1995
 AB6216_MARK LOGO: NGS   
 AB6216_PROJECTION: FLUSH
 AB6216_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6216+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 AB6216_ROD/PIPE-DEPTH: 9.90 meters
 AB6216_SLEEVE-DEPTH  : 0.9 meters
 AB6216
 AB6216  HISTORY     - Date     Condition        Report By
 AB6216  HISTORY     - 1995     MONUMENTED       NGS
 AB6216  HISTORY     - 19990811 GOOD             NGS
 AB6216  HISTORY     - 20060807 GOOD             INDIV
 AB6216
 AB6216                          STATION DESCRIPTION
 AB6216
 AB6216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6216'THE STATION IS LOCATED ABOUT 23.3 KM (14.45 MI) SOUTHEAST OF EL PASO,
 AB6216'AT THE WEST TEXAS AIRPORT.  IN THE SAND, JUST SOUTH OF A STONE
 AB6216'ENTRANCE WALL, AND EAST OF THE ENTRANCE ROAD BEFOR REACHING THE TAXI.
 AB6216'OWNERSHIP--PHIL BARRETT 8100 VALLEYVIEW DRIVE, EL PASO, TX. 79907.
 AB6216'PHONE 915-852-3554.  TO REACH THE STATION FROM THE JUNCTION OF
 AB6216'INTERSTATE 10 AND AVENUE OF THE AMERICAS (LOOP 375 NORTH) , GO NORTH
 AB6216'ON THE AVENUE, 3.2 KM (2.00 MI) TO A SIDE ROAD RIGHT AND A SIGN (WEST
 AB6216'TEXAS AIRPORT) .  TURN RIGHT, EAST, 2.24 KM (1.40 MI) TO A CROSS ROAD,
 AB6216'BEAR RIGHT, SOUTHEAST, THEN SOUTH, 0.8 KM (0.50 MI) TO THE AIRPORT
 AB6216'ENTRANCE AND OFFICE ON THE RIGHT, AND THE STATION ON THE LEFT, JUST
 AB6216'INSIDE THE ENTRANCE WALL.  STATION IS 15.0 M (49.2 FT) EAST OF THE
 AB6216'ENTRANCE ROAD CENTER (AIRCOUPE ROAD) , 10.4 M (34.1 FT) NORTH OF A
 AB6216'TAXI CENTER, 6.2 M (20.3 FT) SOUTH OF A STONE WALL, AND LEVEL WITH THE
 AB6216'TAXI.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB6216'BY R.G.  HAYES  THIS IS A PAC STATION.
 AB6216
 AB6216                          STATION RECOVERY (1999)
 AB6216
 AB6216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 AB6216'RECOVERED AS DESCRIBED.
 AB6216
 AB6216                          STATION RECOVERY (2006)
 AB6216
 AB6216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JDW)
 AB6216'THE STATION MARK WAS FOUND IN EXCELLENT CONDITION AND EASILY LOCATED.
 AB6216'THE STATION DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8713 ***********************************************************************
 AB8713  SACS        -  This is a Secondary Airport Control Station.
 AB8713  DESIGNATION -  TX04 B
 AB8713  PID         -  AB8713
 AB8713  STATE/COUNTY-  TX/EL PASO
 AB8713  USGS QUAD   -  CLINT NW (1995)
 AB8713
 AB8713                         *CURRENT SURVEY CONTROL
 AB8713  ___________________________________________________________________
 AB8713* NAD 83(1993)-  31 43 10.70856(N)    106 14 48.54509(W)     ADJUSTED  
 AB8713* NAVD 88     -      1221.48   (meters)    4007.5    (feet)  GPS OBS   
 AB8713  ___________________________________________________________________
 AB8713  X           -  -1,519,597.819 (meters)                     COMP
 AB8713  Y           -  -5,214,581.867 (meters)                     COMP
 AB8713  Z           -   3,334,657.248 (meters)                     COMP
 AB8713  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AB8713  ELLIP HEIGHT-        1197.54  (meters)          (03/15/01) GPS OBS
 AB8713  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AB8713
 AB8713  HORZ ORDER  -  FIRST
 AB8713  ELLP ORDER  -  FOURTH    CLASS II
 AB8713
 AB8713.This mark is at West Texas (TX04) Airport (TX04)
 AB8713
 AB8713.The horizontal coordinates were established by GPS observations
 AB8713.and adjusted by the National Geodetic Survey in December 1996..
 AB8713
 AB8713.The orthometric height was determined by GPS observations and a
 AB8713.high-resolution geoid model.
 AB8713
 AB8713.GPS derived orthometric heights for airport stations designated as
 AB8713.PACS or SACS are published to 2 decimal places.  This maintains
 AB8713.centimeter relative accuracy between the PACS and SACS.  It does
 AB8713.not indicate centimeter accuracy relative to other marks which are
 AB8713.part of the NAVD 88 network.
 AB8713
 AB8713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8713
 AB8713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8713
 AB8713.The ellipsoidal height was determined by GPS observations
 AB8713.and is referenced to NAD 83.
 AB8713
 AB8713.The geoid height was determined by GEOID03.
 AB8713
 AB8713;                    North         East     Units Scale Factor Converg.
 AB8713;SPC TX C     - 3,242,483.089   139,808.927   MT  0.99996013   -3 02 44.9
 AB8713;SPC TX C     -10,638,046.60    458,689.79   sFT  0.99996013   -3 02 44.9
 AB8713;UTM  13      - 3,510,036.567   381,870.227   MT  0.99977211   -0 39 20.2
 AB8713
 AB8713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8713!SPC TX C     -   0.99981199  x   0.99996013  =   0.99977213
 AB8713!UTM  13      -   0.99981199  x   0.99977211  =   0.99958415
 AB8713
 AB8713:                Primary Azimuth Mark                     Grid Az
 AB8713:SPC TX C     -  TX04 A                                   092 03 32.5
 AB8713:UTM  13      -  TX04 A                                   089 40 07.8
 AB8713
 AB8713|---------------------------------------------------------------------|
 AB8713| PID    Reference Object                     Distance      Geod. Az  |
 AB8713|                                                           dddmmss.s |
 AB8713| AB6216 TX04 A                              498.470 METERS 0890047.6 |
 AB8713|---------------------------------------------------------------------|
 AB8713
 AB8713                          SUPERSEDED SURVEY CONTROL
 AB8713
 AB8713  ELLIP H (12/13/96) 1197.58   (m)                       GP(       ) 4 2
 AB8713
 AB8713.Superseded values are not recommended for survey control.
 AB8713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8713.See file dsdata.txt to determine how the superseded data were derived.
 AB8713
 AB8713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8187010037(NAD 83)
 AB8713_MARKER: I = METAL ROD
 AB8713_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8713_STAMPING: TX04 B 1995
 AB8713_MARK LOGO: NGS   
 AB8713_PROJECTION: FLUSH
 AB8713_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8713+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8713_ROD/PIPE-DEPTH: 10.0 meters
 AB8713_SLEEVE-DEPTH  : 0.9 meters
 AB8713
 AB8713  HISTORY     - Date     Condition        Report By
 AB8713  HISTORY     - 1995     MONUMENTED       NGS
 AB8713
 AB8713                          STATION DESCRIPTION
 AB8713
 AB8713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB8713'THE STATION IS LOCATED ABOUT 23.3 KM (14.45 MI) SOUTHEAST OF EL PASO,
 AB8713'AT THE WEST TEXAS AIRPORT.  IN THE SAND, NEAR RUNWAY END 8, ON A RISE
 AB8713'ON THE NORTH SIDE OF THE RUNWAY, AND IN LINE WITH THE 5TH RUNWAY LIGHT
 AB8713'WEST OF TAXI PONCHO.  OWNERSHIP--PHIL BARRETT 8100 VALLEYVIEW DRIVE,
 AB8713'EL PASO, TX.  79907.  PHONE 915-852-3554.  TO REACH THE STATION FROM
 AB8713'THE JUNCTION OF INTERSTATE 10 AND AVENUE OF THE AMERICAS (LOOP 375
 AB8713'NORTH) , GO NORTH ON THE AVENUE, 3.2 KM (2.00 MI) TO A SIDE ROAD RIGHT
 AB8713'AND A SIGN (WEST TEXAS AIRPORT) .  TURN RIGHT, EAST, 2.24 KM (1.40 MI)
 AB8713'TO A CROSS ROAD, BEAR RIGHT, SOUTHEAST, THEN SOUTH, 0.8 KM (0.50 MI)
 AB8713'TO THE AIRPORT ENTRANCE AND OFFICE ON THE RIGHT. CONTINUE SOUTH, 0.03
 AB8713'KM (0.00 MI) ACROSS APRON TO THE RUNWAY.  TURN RIGHT, WEST, 0.48 KM
 AB8713'(0.30 MI) ACROSS APRON AND ALONG RUNWAY, TO THE 5TH RUNWAY LIGHT WEST
 AB8713'OF TAXI PONCHO, AND THE STATION ON THE RIGHT. STATION IS 37.9 M (124.3
 AB8713'FT) NORTH OF THE RUNWAY CENTERLINE, 23.7 M (77.8 FT) NORTH OF THE 5TH
 AB8713'RUNWAY LIGHT, 0.9 M (3.0 FT) SOUTH OF A WITNESS POST, AND 0.5 M (1.6
 AB8713'FT) ABOVE THE LEVEL OF THE RUNWAY. NOTE--THIS STATION WAS SELECTED AS
 AB8713'A SACS.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2826 ***********************************************************************
 AB2826  PACS        -  This is a Primary Airport Control Station.
 AB2826  DESIGNATION -  TX06 A
 AB2826  PID         -  AB2826
 AB2826  STATE/COUNTY-  TX/LIMESTONE
 AB2826  USGS QUAD   -  TEHUACANA (1978)
 AB2826
 AB2826                         *CURRENT SURVEY CONTROL
 AB2826  ___________________________________________________________________
 AB2826* NAD 83(1993)-  31 38 04.32863(N)    096 30 55.16180(W)     ADJUSTED  
 AB2826* NAVD 88     -       162.13   (meters)     531.9    (feet)  GPS OBS   
 AB2826  ___________________________________________________________________
 AB2826  X           -    -616,764.796 (meters)                     COMP
 AB2826  Y           -  -5,400,434.187 (meters)                     COMP
 AB2826  Z           -   3,326,068.614 (meters)                     COMP
 AB2826  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AB2826  ELLIP HEIGHT-         136.77  (meters)          (10/24/00) GPS OBS
 AB2826  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AB2826
 AB2826  HORZ ORDER  -  B
 AB2826  ELLP ORDER  -  FOURTH    CLASS II
 AB2826
 AB2826.This mark is at Mexia-Limestone Co (TX06) Airport (TX06)
 AB2826
 AB2826.The horizontal coordinates were established by GPS observations
 AB2826.and adjusted by the National Geodetic Survey in February 1996..
 AB2826
 AB2826.The orthometric height was determined by GPS observations and a
 AB2826.high-resolution geoid model.
 AB2826
 AB2826.GPS derived orthometric heights for airport stations designated as
 AB2826.PACS or SACS are published to 2 decimal places.  This maintains
 AB2826.centimeter relative accuracy between the PACS and SACS.  It does
 AB2826.not indicate centimeter accuracy relative to other marks which are
 AB2826.part of the NAVD 88 network.
 AB2826
 AB2826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2826
 AB2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2826
 AB2826.The ellipsoidal height was determined by GPS observations
 AB2826.and is referenced to NAD 83.
 AB2826
 AB2826.The geoid height was determined by GEOID03.
 AB2826
 AB2826;                    North         East     Units Scale Factor Converg.
 AB2826;SPC TX C     - 3,224,368.531 1,062,107.613   MT  0.99994263   +1 57 59.4
 AB2826;SPC TX C     -10,578,615.76  3,484,598.06   sFT  0.99994263   +1 57 59.4
 AB2826;UTM  14      - 3,502,608.918   735,650.648   MT  1.00028495   +1 18 13.7
 AB2826
 AB2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2826!SPC TX C     -   0.99997852  x   0.99994263  =   0.99992116
 AB2826!UTM  14      -   0.99997852  x   1.00028495  =   1.00026347
 AB2826
 AB2826:                Primary Azimuth Mark                     Grid Az
 AB2826:SPC TX C     -  MEXPORT                                  008 22 40.3
 AB2826:UTM  14      -  MEXPORT                                  009 02 26.0
 AB2826
 AB2826|---------------------------------------------------------------------|
 AB2826| PID    Reference Object                     Distance      Geod. Az  |
 AB2826|                                                           dddmmss.s |
 AB2826| BZ1450 MEXPORT                             APPROX. 0.6 KM 0102039.7 |
 AB2826|---------------------------------------------------------------------|
 AB2826
 AB2826                          SUPERSEDED SURVEY CONTROL
 AB2826
 AB2826  ELLIP H (02/20/96)  136.87   (m)                       GP(       ) 1 1
 AB2826
 AB2826.Superseded values are not recommended for survey control.
 AB2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2826.See file dsdata.txt to determine how the superseded data were derived.
 AB2826
 AB2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA3565102609(NAD 83)
 AB2826_MARKER: I = METAL ROD
 AB2826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2826_STAMPING: TX06 A 1995
 AB2826_MARK LOGO: NGS   
 AB2826_PROJECTION: FLUSH
 AB2826_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2826+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2826_ROD/PIPE-DEPTH: 2.74 meters
 AB2826_SLEEVE-DEPTH  : 0.90 meters
 AB2826
 AB2826  HISTORY     - Date     Condition        Report By
 AB2826  HISTORY     - 1995     MONUMENTED       NGS
 AB2826
 AB2826                          STATION DESCRIPTION
 AB2826
 AB2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2826'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF MEXIA AT THE
 AB2826'MEXIA-LIMESTONE COUNTY AIRPORT, IN GRASS BETWEEN THE RUNWAY AND A
 AB2826'CIRCULAR TURN-AROUND (A PARALLEL TAXI WILL BE BUILT) , AND NEAR RUNWAY
 AB2826'END 36.  OWNERSHIP--CITY OF MEXIA AND LIMESTONE COUNTY, AIRPORT
 AB2826'MANAGER AND FBO IS BUDDY MILLER, P.O.  BOX 447, MEXIA, TX 76667.
 AB2826'PHONE 817-562-2857.  HOME PHONE IS 817-562-3174.  TO REACH THE STATION
 AB2826'FROM THE JUNCTION OF U.S.  HIGHWAY 84 AND STATE HIGHWAY 14 IN MEXIA,
 AB2826'GO SOUTHWEST ON STATE HIGHWAY 14 FOR 5.23 KM (3.25 MI) TO THE AIRPORT
 AB2826'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON THE ENTRANCE ROAD
 AB2826'FOR 0.2 KM (0.10 MI) TO THE APRON AND THE ADMINISTRATION BUILDING ON
 AB2826'THE WEST SIDE OF THE HANGER.  CONTINUE AHEAD, WEST, ACROSS THE APRON
 AB2826'FOR 0.1 KM (0.05 MI) TO THE RUNWAY. TURN LEFT, SOUTH, ALONG THE RUNWAY
 AB2826'FOR 0.56 KM (0.35 MI) TO THE STATION ON THE LEFT.  THE MARK IS A PUNCH
 AB2826'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 AB2826'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AB2826'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 38.2 M (125.3
 AB2826'FT) EAST OF THE CENTER OF THE RUNWAY, 23.2 M (76.1 FT) SOUTH OF THE
 AB2826'CENTER OF THE TURN-AROUND AT THE STOP LINE, 21.2 M (69.6 FT) WEST OF
 AB2826'THE CENTER OF THE TURN-AROUND, 17.0 M (55.8 FT) NORTH OF THE CENTER OF
 AB2826'THE TURN-AROUND, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 AB2826'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9578 ***********************************************************************
 AD9578  SACS        -  This is a Secondary Airport Control Station.
 AD9578  DESIGNATION -  TX80 A
 AD9578  PID         -  AD9578
 AD9578  STATE/COUNTY-  TX/LIPSCOMB
 AD9578  USGS QUAD   -  MAGOUN (1972)
 AD9578
 AD9578                         *CURRENT SURVEY CONTROL
 AD9578  ___________________________________________________________________
 AD9578* NAD 83(1993)-  36 26 12.62382(N)    100 07 24.36280(W)     ADJUSTED  
 AD9578* NAVD 88     -       791.98   (meters)    2598.4    (feet)  GPS OBS   
 AD9578  ___________________________________________________________________
 AD9578  X           -    -903,098.223 (meters)                     COMP
 AD9578  Y           -  -5,057,981.348 (meters)                     COMP
 AD9578  Z           -   3,767,752.077 (meters)                     COMP
 AD9578  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AD9578  ELLIP HEIGHT-         764.12  (meters)          (02/26/01) GPS OBS
 AD9578  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AD9578
 AD9578  HORZ ORDER  -  FIRST
 AD9578  ELLP ORDER  -  FOURTH    CLASS II
 AD9578
 AD9578.This mark is at Follett/lipscomb Co (TX80) Airport (TX80)
 AD9578
 AD9578.The horizontal coordinates were established by GPS observations
 AD9578.and adjusted by the National Geodetic Survey in July 1997..
 AD9578
 AD9578.The orthometric height was determined by GPS observations and a
 AD9578.high-resolution geoid model.
 AD9578
 AD9578.GPS derived orthometric heights for airport stations designated as
 AD9578.PACS or SACS are published to 2 decimal places.  This maintains
 AD9578.centimeter relative accuracy between the PACS and SACS.  It does
 AD9578.not indicate centimeter accuracy relative to other marks which are
 AD9578.part of the NAVD 88 network.
 AD9578
 AD9578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9578
 AD9578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9578
 AD9578.The ellipsoidal height was determined by GPS observations
 AD9578.and is referenced to NAD 83.
 AD9578
 AD9578.The geoid height was determined by GEOID03.
 AD9578
 AD9578;                    North         East     Units Scale Factor Converg.
 AD9578;SPC TX N     - 1,271,211.428   323,432.667   MT  1.00006899   +0 47 52.0
 AD9578;SPC TX N     - 4,170,632.83  1,061,128.67   sFT  1.00006899   +0 47 52.0
 AD9578;UTM  14      - 4,032,988.523   399,306.994   MT  0.99972492   -0 40 02.3
 AD9578
 AD9578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9578!SPC TX N     -   0.99988009  x   1.00006899  =   0.99994907
 AD9578!UTM  14      -   0.99988009  x   0.99972492  =   0.99960504
 AD9578
 AD9578:                Primary Azimuth Mark                     Grid Az
 AD9578:SPC TX N     -  FOLLPORT                                 002 26 04.3
 AD9578:UTM  14      -  FOLLPORT                                 003 53 58.6
 AD9578
 AD9578|---------------------------------------------------------------------|
 AD9578| PID    Reference Object                     Distance      Geod. Az  |
 AD9578|                                                           dddmmss.s |
 AD9578| GK1093 FOLLPORT                            462.346 METERS 0031356.3 |
 AD9578|---------------------------------------------------------------------|
 AD9578
 AD9578                          SUPERSEDED SURVEY CONTROL
 AD9578
 AD9578  ELLIP H (07/28/97)  764.13   (m)                       GP(       ) 4 2
 AD9578
 AD9578.Superseded values are not recommended for survey control.
 AD9578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9578.See file dsdata.txt to determine how the superseded data were derived.
 AD9578
 AD9578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9930732989(NAD 83)
 AD9578_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9578_STAMPING: TX80 A 1995
 AD9578_MARK LOGO: NGS   
 AD9578_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9578+STABILITY: SURFACE MOTION
 AD9578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9578+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9578
 AD9578  HISTORY     - Date     Condition        Report By
 AD9578  HISTORY     - 1995     MONUMENTED       NGS
 AD9578
 AD9578                          STATION DESCRIPTION
 AD9578
 AD9578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9578'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF FOLLETT, ON
 AD9578'THE FOLLETT-LIPSCOMB COUNTY AIRPORT, NEAR THE SOUTH END OF THE RUNWAY,
 AD9578'WEST OF THE NORTHWEST CORNER OF A GRAVEL PITT. OWNERSHIP--CITY OF
 AD9578'FOLLETT, 335 SOUTH MAIN STREET, FOLLETT TX 79034. THE AIRPORT MANAGER
 AD9578'IS ROBERT WILLIANSON, PHONE 806 653-2501.  TO REACH THE STATION FROM
 AD9578'THE JUNCTION OF STATE HIGHWAY 15 AND FARM ROAD 1454 ON THE EAST SIDE
 AD9578'OF FOLLETT, GO EAST ON HIGHWAY 15 FOR 0.8 KM (0.50 MI) TO THE AIRPORT
 AD9578'ENTRANCE, TURN LEFT, NORTH, GO 0.13 KM (0.10 MI) NORTHERLY TO THE TO
 AD9578'THE APRON WEST OF A HANGAR, BEAR LEFT, WESTERLY, GO 90 METERS (295.3
 AD9578'FT) TO THE RUNWAY, TURN RIGHT, NORTH, GO 0.17 KM (0.10 MI) ALONG THE
 AD9578'RUNWAY TO THE STATION ON THE RIGHT. THE STATION IS 33.2 M (108.9 FT)
 AD9578'EAST OF THE RUNWAY CENTERLINE, 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE
 AD9578'RUNWAY, AND 0.7 M (2.3 FT) SOUTH OF A WITTNESS POST, AND THE MONUMENT
 AD9578'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  MARK IS A
 AD9578'SECONDARY AIRPORT CONTROL STATION.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9456 ***********************************************************************
 AD9456  SACS        -  This is a Secondary Airport Control Station.
 AD9456  DESIGNATION -  TX81 A
 AD9456  PID         -  AD9456
 AD9456  STATE/COUNTY-  TX/LIPSCOMB
 AD9456  USGS QUAD   -  HIGGINS SOUTH (1972)
 AD9456
 AD9456                         *CURRENT SURVEY CONTROL
 AD9456  ___________________________________________________________________
 AD9456* NAD 83(1993)-  36 06 40.87615(N)    100 01 30.10998(W)     ADJUSTED  
 AD9456* NAVD 88     -       782.30   (meters)    2566.6    (feet)  GPS OBS   
 AD9456  ___________________________________________________________________
 AD9456  X           -    -898,128.845 (meters)                     COMP
 AD9456  Y           -  -5,080,561.893 (meters)                     COMP
 AD9456  Z           -   3,738,625.177 (meters)                     COMP
 AD9456  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AD9456  ELLIP HEIGHT-         754.10  (meters)          (02/26/01) GPS OBS
 AD9456  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AD9456
 AD9456  HORZ ORDER  -  FIRST
 AD9456  ELLP ORDER  -  FOURTH    CLASS II
 AD9456
 AD9456.This mark is at Higgins-Lipscomb Co (TX81) Airport (TX81)
 AD9456
 AD9456.The horizontal coordinates were established by GPS observations
 AD9456.and adjusted by the National Geodetic Survey in July 1997..
 AD9456
 AD9456.The orthometric height was determined by GPS observations and a
 AD9456.high-resolution geoid model.
 AD9456
 AD9456.GPS derived orthometric heights for airport stations designated as
 AD9456.PACS or SACS are published to 2 decimal places.  This maintains
 AD9456.centimeter relative accuracy between the PACS and SACS.  It does
 AD9456.not indicate centimeter accuracy relative to other marks which are
 AD9456.part of the NAVD 88 network.
 AD9456
 AD9456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9456
 AD9456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9456
 AD9456.The ellipsoidal height was determined by GPS observations
 AD9456.and is referenced to NAD 83.
 AD9456
 AD9456.The geoid height was determined by GEOID03.
 AD9456
 AD9456;                    North         East     Units Scale Factor Converg.
 AD9456;SPC TX N     - 1,235,224.637   332,794.422   MT  0.99998400   +0 51 17.3
 AD9456;SPC TX N     - 4,052,566.16  1,091,843.03   sFT  0.99998400   +0 51 17.3
 AD9456;UTM  14      - 3,996,785.792   407,744.968   MT  0.99970487   -0 36 14.9
 AD9456
 AD9456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9456!SPC TX N     -   0.99988166  x   0.99998400  =   0.99986566
 AD9456!UTM  14      -   0.99988166  x   0.99970487  =   0.99958656
 AD9456
 AD9456:                Primary Azimuth Mark                     Grid Az
 AD9456:SPC TX N     -  HIGGPORT                                 180 18 10.1
 AD9456:UTM  14      -  HIGGPORT                                 181 45 42.3
 AD9456
 AD9456|---------------------------------------------------------------------|
 AD9456| PID    Reference Object                     Distance      Geod. Az  |
 AD9456|                                                           dddmmss.s |
 AD9456| GK1097 HIGGPORT                            489.335 METERS 1810927.4 |
 AD9456|---------------------------------------------------------------------|
 AD9456
 AD9456                          SUPERSEDED SURVEY CONTROL
 AD9456
 AD9456  ELLIP H (07/25/97)  754.11   (m)                       GP(       ) 4 2
 AD9456
 AD9456.Superseded values are not recommended for survey control.
 AD9456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9456.See file dsdata.txt to determine how the superseded data were derived.
 AD9456
 AD9456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0774596786(NAD 83)
 AD9456_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9456_STAMPING: TX81 A 1995
 AD9456_MARK LOGO: NGS   
 AD9456_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9456+STABILITY: SURFACE MOTION
 AD9456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9456+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9456
 AD9456  HISTORY     - Date     Condition        Report By
 AD9456  HISTORY     - 1995     MONUMENTED       NGS
 AD9456
 AD9456                          STATION DESCRIPTION
 AD9456
 AD9456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9456'THE STATION IS ABOUT 1.6 KM (1.00 MI) SOUTH OF HIGGINS ON THE
 AD9456'HIGGINS-LIPSCOMB COUNTY AIRPORT, IN LINE WITH AND WEST OF THE NORTH
 AD9456'RUNWAY END, ALONG THE WEST BOUNDRY FENCE.  OWNERSHIP--LIPSCOMB COUNTY,
 AD9456'COUNTY COURTHOUSE, LIPSCOMB TX 76645.  THE MANAGER IS JOHN FRITZLEN,
 AD9456'PHONE 806 862-4131.  TO REACH THE STATION FROM THE JUNCCTION OF U.S.
 AD9456'HIGHWAY 60, STATE HIGHWAY 213 AND FARM ROAD 1453 IN HIGGINS, GO 1.6 KM
 AD9456'(1.00 MI) SOUTH ALONG FARM ROAD 1453 TO THE AIRPORT ENTRANCE, TURN
 AD9456'RIGHT, WEST, GO 0.19 KM (0.10 MI) WESTERLY ALONG THE ENTRANCE
 AD9456'DRIVEWAY, THROUGH A CABLE BEARIER GATE, ACROSS THE APRON AND CONNECTOR
 AD9456'TO THE RUNWAY, TURN RIGHT NORTH, GO 0.51 KM (0.30 MI) ALONG THE RUNWAY
 AD9456'TO ITS END AND THE STATION OF THE LEFT. THE STATION IS 59.9 M (196.5
 AD9456'FT) WEST OF THE CENTER OF THE RUNWAY END, 52.7 M (172.9 FT) SOUTH OF A
 AD9456'FENCE CORNER, 0.9 M (3.0 FT) EAST OF A WITNESS POST AND FENCE, 0.5
 AD9456'ABOVE THE LEVEL OF THE RUNWAY AND THE MONUMENT IS FLUSH WITH THE
 AD9456'GROUND SURFACE.  MARK IS A SECONDARY AIRPORT CONTROL STATION.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0840 ***********************************************************************
 CB0840  DESIGNATION -  TXGS MARK NEAR STA ROUSE 1935
 CB0840  PID         -  CB0840
 CB0840  STATE/COUNTY-  TX/COKE
 CB0840  USGS QUAD   -  BRONTE (1987)
 CB0840
 CB0840                         *CURRENT SURVEY CONTROL
 CB0840  ___________________________________________________________________
 CB0840* NAD 83(1993)-  31 54 09.65095(N)    100 16 05.21239(W)     ADJUSTED  
 CB0840* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 CB0840  ___________________________________________________________________
 CB0840  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CB0840  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 CB0840
 CB0840  HORZ ORDER  -  SECOND
 CB0840
 CB0840.The horizontal coordinates were established by classical geodetic methods
 CB0840.and adjusted by the National Geodetic Survey in February 1996..
 CB0840
 CB0840.The orthometric height was scaled from a topographic map.
 CB0840
 CB0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0840
 CB0840.The geoid height was determined by GEOID03.
 CB0840
 CB0840;                    North         East     Units Scale Factor Converg.
 CB0840;SPC TX C     - 3,247,887.459   706,169.260   MT  1.00000525   +0 02 00.9
 CB0840;SPC TX C     -10,655,777.44  2,316,823.65   sFT  1.00000525   +0 02 00.9
 CB0840;UTM  14      - 3,530,350.030   380,089.103   MT  0.99977733   -0 40 12.9
 CB0840
 CB0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0840!SPC TX C     -   0.99990893  x   1.00000525  =   0.99991418
 CB0840!UTM  14      -   0.99990893  x   0.99977733  =   0.99968628
 CB0840
 CB0840                          SUPERSEDED SURVEY CONTROL
 CB0840
 CB0840  NAD 83(1986)-  31 54 09.65698(N)    100 16 05.19873(W) AD(       ) 2
 CB0840  NAD 27      -  31 54 09.13600(N)    100 16 03.86300(W) AD(       ) 2
 CB0840
 CB0840.Superseded values are not recommended for survey control.
 CB0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0840.See file dsdata.txt to determine how the superseded data were derived.
 CB0840
 CB0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA8008930350(NAD 83)
 CB0840_MARKER: DD = SURVEY DISK
 CB0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0840+STABILITY: SURFACE MOTION
 CB0840
 CB0840  HISTORY     - Date     Condition        Report By
 CB0840  HISTORY     - 1935     MONUMENTED       CGS
 CB0840
 CB0840                          STATION DESCRIPTION
 CB0840
 CB0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0840'ORIGINAL DESCRIPTION NOT AVAILABLE.  STATION IS LOCATED
 CB0840'ABOUT 8-3/4 MILES WNW FROM NORTON, 6-3/4 MILES NW FROM MAVERICK,
 CB0840'AND 2 MILES NE FROM BRONTE, ON THE NORTHERN END OF A SHORT
 CB0840'RIDGE.  HIGHEST GROUND IN VICINITY.  MARK IS SET ABOUT 105
 CB0840'FEET E FROM THE W RIM, AND 80 FEET S FROM THE N RIM OF THE
 CB0840'HILL.
 CB0840'
 CB0840'STATION IS MARKED BY A BRONZE DISK CAST IN TOP OF A 6-INCH
 CB0840'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE
 CB0840'THE SURFACE.  NO STATION NUMBER OF ELEVATION WAS STAMPED
 CB0840'THEREON.  MARK FOUND TO BE IN GOOD CONDITION.
 CB0840'
 CB0840'A TIE WAS MADE FROM U.S.C. AND G. SURVEY TRIANGULATION
 CB0840'STATION ROUSE, WHICH IS 4.050 METERS (13.28 FEET) S FROM THE MARK.
 CB0840'
 CB0840'STATION IS REACHED FROM THE MAIN INTERSECTION IN BRONTE BY
 CB0840'GOING N ON S STATE HIGHWAY 70 (GRAVEL) FOR 1.4 MILES AND
 CB0840'TURN RIGHT (E) ON A DIRT T-ROAD.  PROCEED EASTWARD 0.8 MILE
 CB0840'AND TURN RIGHT INTO YARD OF MR. H.M. ROUSE.  FROM HERE CLIMB
 CB0840'TO TOP OF RIDGE SSE ABOUT 1/3 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0057 ***********************************************************************
 BB0057  DESIGNATION -  TXIBWC A
 BB0057  PID         -  BB0057
 BB0057  STATE/COUNTY-  TX/PRESIDIO
 BB0057  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0057
 BB0057                         *CURRENT SURVEY CONTROL
 BB0057  ___________________________________________________________________
 BB0057* NAD 83(1993)-  29 31 18.45870(N)    104 20 13.02688(W)     ADJUSTED  
 BB0057* NAVD 88     -       780.039  (meters)    2559.18   (feet)  ADJUSTED  
 BB0057  ___________________________________________________________________
 BB0057  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 BB0057  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 BB0057  DYNAMIC HT  -         778.778 (meters)    2555.04  (feet)  COMP
 BB0057  MODELED GRAV-     979,002.0   (mgal)                       NAVD 88
 BB0057
 BB0057  HORZ ORDER  -  SECOND
 BB0057  VERT ORDER  -  SECOND    CLASS 0
 BB0057
 BB0057.The horizontal coordinates were established by classical geodetic methods
 BB0057.and adjusted by the National Geodetic Survey in February 1996..
 BB0057
 BB0057.The orthometric height was determined by differential leveling
 BB0057.and adjusted by the National Geodetic Survey in June 1991..
 BB0057
 BB0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0057
 BB0057.The geoid height was determined by GEOID03.
 BB0057
 BB0057.The dynamic height is computed by dividing the NAVD 88
 BB0057.geopotential number by the normal gravity value computed on the
 BB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0057.degrees latitude (g = 980.6199 gals.).
 BB0057
 BB0057.The modeled gravity was interpolated from observed gravity values.
 BB0057
 BB0057;                    North         East     Units Scale Factor Converg.
 BB0057;SPC TXSC     - 4,198,928.076    82,853.989   MT  0.99986854   -2 36 52.7
 BB0057;SPC TXSC     -13,775,983.20    271,830.13   sFT  0.99986854   -2 36 52.7
 BB0057;UTM  13      - 3,265,981.389   564,254.571   MT  0.99965094   +0 19 36.2
 BB0057
 BB0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0057!SPC TXSC     -   0.99988111  x   0.99986854  =   0.99974966
 BB0057!UTM  13      -   0.99988111  x   0.99965094  =   0.99953209
 BB0057
 BB0057:                Primary Azimuth Mark                     Grid Az
 BB0057:SPC TXSC     -  PRESIDIO MUN STANDPIPE                   338 20 44.6
 BB0057:UTM  13      -  PRESIDIO MUN STANDPIPE                   335 24 15.7
 BB0057
 BB0057|---------------------------------------------------------------------|
 BB0057| PID    Reference Object                     Distance      Geod. Az  |
 BB0057|                                                           dddmmss.s |
 BB0057| BB0281 PRESIDIO MUN STANDPIPE              APPROX. 5.6 KM 3354351.9 |
 BB0057|---------------------------------------------------------------------|
 BB0057
 BB0057                          SUPERSEDED SURVEY CONTROL
 BB0057
 BB0057  NAD 83(1986)-  29 31 18.45018(N)    104 20 13.02275(W) AD(       ) 2
 BB0057  NAD 27      -  29 31 17.78468(N)    104 20 11.30044(W) AD(       ) 2
 BB0057  NGVD 29 (??/??/92)  779.653  (m)         2557.91   (f) ADJ UNCH    2 0
 BB0057
 BB0057.Superseded values are not recommended for survey control.
 BB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0057.See file dsdata.txt to determine how the superseded data were derived.
 BB0057
 BB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6425565981(NAD 83)
 BB0057_MARKER: DS = TRIANGULATION STATION DISK
 BB0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0057_SP_SET: MONUMENT
 BB0057_STAMPING: TXIBWC A 1973
 BB0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0057
 BB0057  HISTORY     - Date     Condition        Report By
 BB0057  HISTORY     - 1973     MONUMENTED       NGS
 BB0057  HISTORY     - 1973     GOOD             NGS
 BB0057
 BB0057                          STATION DESCRIPTION
 BB0057
 BB0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0057'THE STATION IS LOCATED ABOUT 3.4 MILES EAST-SOUTHEAST OF PRESIDIO,
 BB0057'1.6 MILES SOUTH OF FARM ROAD 170, AND 400 FEET NORTH OF THE RIO
 BB0057'GRANDE RIVER.
 BB0057'
 BB0057'TO REACH THE STATION FROM OLD FORT LEATON, 3.4 MILES SOUTHEAST OF
 BB0057'PRESIDIO, GO SOUTHEAST ALONG FARM ROAD 170 FOR 0.05 MILE TO THE
 BB0057'FIRST SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON TRACK ROAD
 BB0057'FOR 1.15 MILE ALONG THE WEST SIDE OF THE FENCE LINE TO WHERE THE
 BB0057'ROAD TURNS TO THE RIGHT, TURN RIGHT AND GO WEST ON A FIELD ROAD FOR
 BB0057'0.2 MILE TO A GATE IN THE NORTH-SOUTH FENCE LINE, PASS THROUGH
 BB0057'GATE AND GO WEST FOR ABOUT 50 FEET THEN SOUTHWEST ALONG THE WEST SIDE
 BB0057'OF THE FENCE LINE FOR 0.05 MILE TO WHERE THE ROAD TURNS RIGHT, TURN
 BB0057'RIGHT AND GO WEST ON FIELD FOR 0.15 MILE TO A GATE, PASS THROUGH
 BB0057'GATE AND TURN LEFT AND GO SOUTHWEST ALONG THE WEST SIDE OF THE FENCE
 BB0057'LINE FOR 0.3 MILE TO A GATE, PASS THROUGH WIRE GATE AND GO WEST ALONG
 BB0057'A TRACK ROAD FOR 0.15 MILE TO A DIKE, TURN SOUTH AND GO ALONG
 BB0057'THE EAST SIDE OF THE DIKE FOR 0.1 MILE TO THE STATION ON THE RIGHT ON
 BB0057'TOP OF THE DIKE.
 BB0057'
 BB0057'THE STATION MARK IS A STANDARD NGS TRIANGULATION DISK STAMPED,
 BB0057'TXIBWC A 1973.  IT IS 23.7 FEET NORTH OF A 2-INCH IRON PIPE THAT
 BB0057'PROJECTS 2 FEET, SET FLUSH IN TOP OF A 12-INCH CONCRETE MONUMENT.
 BB0057
 BB0057                          STATION RECOVERY (1973)
 BB0057
 BB0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0057'3.4 MI ESE FROM PRESIDIO.
 BB0057'FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67 (FARM
 BB0057'ROAD 170) FOR 0.5 MILE, THENCE EAST ALONG FARM ROAD 170 FOR 3.4 MILES
 BB0057'TO FORT LEATON, CONTINUE EAST ON FARM ROAD 170 FOR 0.05 MILE TO THE
 BB0057'FIRST SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON TRACK ROAD
 BB0057'FOR 1.15 MILES FOLLOWING THE WEST SIDE OF THE FENCE LINE TO WHERE THE
 BB0057'ROAD TURNS TO THE RIGHT, TURN RIGHT AND GO WEST ON A FIELD ROAD FOR
 BB0057'0.2 MILE TO A GATE IN THE NORTH-SOUTH FENCE LINE, PASS THROUGH GATE
 BB0057'AND GO WEST FOR ABOUT 50 FEET THEN SOUTHWEST ALONG THE WEST SIDE OF
 BB0057'THE FENCE LINE FOR 0.05 MILE TO WHERE THE ROAD TURNS RIGHT, TURN RIGHT
 BB0057'AND GO WEST ON FIELD ROAD FOR 0.15 MILE TO A GATE, PASS THROUGH GATE
 BB0057'AND TURN LEFT AND GO SOUTHWEST ALONG THE WEST SIDE OF THE FENCE LINE
 BB0057'FOR 0.3 MILE TO A GATE PASS THROUGH WIRE GATE AND GO WEST ALONG A
 BB0057'TRACK ROAD FOR 0.15 MILE TO A DIKE, TURN LEFT AND GO SOUTH ALONG THE
 BB0057'EAST SIDE OF THE DIKE FOR 0.1 MILE TO THE STATION LOCATED ON TOP OF
 BB0057'THE DIKE, 23.7 FEET NORTH OF A 2-INCH DIAMETER WITNESS PIPE, AND SET
 BB0057'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT IS FLUSH WITH
 BB0057'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0054 ***********************************************************************
 BB0054  DESIGNATION -  TXIBWC B
 BB0054  PID         -  BB0054
 BB0054  STATE/COUNTY-  TX/PRESIDIO
 BB0054  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0054
 BB0054                         *CURRENT SURVEY CONTROL
 BB0054  ___________________________________________________________________
 BB0054* NAD 83(1993)-  29 31 25.79190(N)    104 19 46.52067(W)     ADJUSTED  
 BB0054* NAVD 88     -       777.177  (meters)    2549.79   (feet)  ADJUSTED  
 BB0054  ___________________________________________________________________
 BB0054  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 BB0054  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BB0054  DYNAMIC HT  -         775.921 (meters)    2545.67  (feet)  COMP
 BB0054  MODELED GRAV-     979,002.4   (mgal)                       NAVD 88
 BB0054
 BB0054  HORZ ORDER  -  SECOND
 BB0054  VERT ORDER  -  SECOND    CLASS 0
 BB0054
 BB0054.The horizontal coordinates were established by classical geodetic methods
 BB0054.and adjusted by the National Geodetic Survey in February 1996..
 BB0054
 BB0054.The orthometric height was determined by differential leveling
 BB0054.and adjusted by the National Geodetic Survey in June 1991..
 BB0054
 BB0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0054
 BB0054.The geoid height was determined by GEOID03.
 BB0054
 BB0054.The dynamic height is computed by dividing the NAVD 88
 BB0054.geopotential number by the normal gravity value computed on the
 BB0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0054.degrees latitude (g = 980.6199 gals.).
 BB0054
 BB0054.The modeled gravity was interpolated from observed gravity values.
 BB0054
 BB0054;                    North         East     Units Scale Factor Converg.
 BB0054;SPC TXSC     - 4,199,121.066    83,577.231   MT  0.99986866   -2 36 39.7
 BB0054;SPC TXSC     -13,776,616.36    274,202.97   sFT  0.99986866   -2 36 39.7
 BB0054;UTM  13      - 3,266,211.188   564,966.803   MT  0.99965208   +0 19 49.4
 BB0054
 BB0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0054!SPC TXSC     -   0.99988155  x   0.99986866  =   0.99975023
 BB0054!UTM  13      -   0.99988155  x   0.99965208  =   0.99953367
 BB0054
 BB0054|---------------------------------------------------------------------|
 BB0054| PID    Reference Object                     Distance      Geod. Az  |
 BB0054|                                                           dddmmss.s |
 BB0054| BB0055 TXIBWC B RM 1                       120.671 METERS 19531     |
 BB0054| BB0056 TXIBWC B RM 2                       104.553 METERS 29026     |
 BB0054| BB0281 PRESIDIO MUN STANDPIPE              APPROX. 5.7 KM 3281501.0 |
 BB0054|---------------------------------------------------------------------|
 BB0054
 BB0054                          SUPERSEDED SURVEY CONTROL
 BB0054
 BB0054  NAD 83(1986)-  29 31 25.78339(N)    104 19 46.51656(W) AD(       ) 2
 BB0054  NAD 27      -  29 31 25.11759(N)    104 19 44.79457(W) AD(       ) 2
 BB0054  NGVD 29 (??/??/92)  776.791  (m)         2548.52   (f) ADJ UNCH    2 0
 BB0054
 BB0054.Superseded values are not recommended for survey control.
 BB0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0054.See file dsdata.txt to determine how the superseded data were derived.
 BB0054
 BB0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6496766211(NAD 83)
 BB0054_MARKER: DS = TRIANGULATION STATION DISK
 BB0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0054_SP_SET: MONUMENT
 BB0054_STAMPING: TXIBWC B 1973
 BB0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0054
 BB0054  HISTORY     - Date     Condition        Report By
 BB0054  HISTORY     - 1973     MONUMENTED       NGS
 BB0054  HISTORY     - 1973     GOOD             NGS
 BB0054
 BB0054                          STATION DESCRIPTION
 BB0054
 BB0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0054'THE STATION IS LOCATED ABOUT 3-3/4 MILES EAST-SOUTHEAST OF
 BB0054'PRESIDIO.
 BB0054'
 BB0054'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO SOUTH ON
 BB0054'U.S. HIGHWAY 67 FOR 0.5 MILE TO FARM ROAD 170.  TURN LEFT AND GO
 BB0054'EASTERLY ON FARM ROAD 170 FOR 3.4 MILES TO OLD FORT LEATON ON THE
 BB0054'RIGHT, CONTINUE EASTERLY FOR 0.05 MILE TO THE FIRST SIDE ROAD ON
 BB0054'THE RIGHT.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOLLOWING THE
 BB0054'WEST SIDE OF FENCE LINE FOR 1.1 MILE TO A GATE ON THE LEFT, CONTINUE
 BB0054'AHEAD ON DIRT ROAD FOR 0.1 MILE TO WHERE THE ROAD CURVES TO THE
 BB0054'RIGHT.  BEAR RIGHT AND GO WESTERLY ON DIRT ROAD FOR 0.1 MILE TO A
 BB0054'DIRT ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.25
 BB0054'MILE TO THE STATION IN THE CENTER OF THE ROAD.
 BB0054'
 BB0054'STATION MARK IS A STANDARD DISK, STAMPED TXIBWC B 1973, SET IN THE
 BB0054'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BB0054'THE GROUND.  IT IS 384 FEET SOUTHEAST OF A WIRE FENCE AND 281 FEET
 BB0054'NORTHWEST OF A LEVEE.
 BB0054'
 BB0054'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TXIBWC NO 1 1973 B, SET
 BB0054'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BB0054'6 INCHES.  IT IS 5 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF
 BB0054'THE LEVEE AND 1.2 FEET NORTH-NORTHWEST OF A FENCE.
 BB0054'
 BB0054'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TXIBWC B NO 2 1973, SET
 BB0054'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BB0054'4 INCHES.  IT IS 385 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER
 BB0054'OF THE DIRT ROAD AND 1 FOOT SOUTHEAST OF A FENCE LINE.
 BB0054'
 BB0054'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO EXTREME DIFFERENCE IN
 BB0054'ELEVATION AND DISTANCE.
 BB0054'
 BB0054'NEAREST TOWN--PRESIDIO.
 BB0054
 BB0054                          STATION RECOVERY (1973)
 BB0054
 BB0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0054'3.75 MI ESE FROM PRESIDIO.
 BB0054'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO SOUTH ON
 BB0054'U.S. HIGHWAY 67 FOR 0.5 MILE TO FARM ROAD 170.  TURN LEFT AND GO
 BB0054'EASTERLY ON FARM ROAD 170 FOR 3.4 MILES TO OLD FORT LEATON ON THE
 BB0054'RIGHT, CONTINUE EASTERLY FOR 0.05 MILE TO THE FIRST SIDE ROAD ON THE
 BB0054'RIGHT.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOLLOWING THE WEST SIDE
 BB0054'OF FENCE LINE FOR 1.1 MILES TO A GATE ON THE LEFT, CONTINUE AHEAD ON
 BB0054'DIRT ROAD FOR 0.1 MILE TO WHERE THE ROAD CURVES TO THE RIGHT. BEAR
 BB0054'RIGHT AND GO WESTERLY ON DIRT ROAD FOR 0.1 MILE TO A DIRT ROAD ON THE
 BB0054'LEFT, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.25 MILE TO THE STATION
 BB0054'IN THE CENTER OF THE ROAD.  IT IS A STANDARD TRIANGULATION STATION
 BB0054'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BB0054'IS FLUSH WITH THE GROUND, 384 FEET SOUTHEAST OF A FENCE AND 281 FEET
 BB0054'NORTHWEST OF A LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0055 ***********************************************************************
 BB0055  DESIGNATION -  TXIBWC B RM 1
 BB0055  PID         -  BB0055
 BB0055  STATE/COUNTY-  TX/PRESIDIO
 BB0055  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0055
 BB0055                         *CURRENT SURVEY CONTROL
 BB0055  ___________________________________________________________________
 BB0055* NAD 83(1986)-  29 31 26.     (N)    104 19 47.     (W)     SCALED    
 BB0055* NAVD 88     -       779.227  (meters)    2556.51   (feet)  ADJUSTED  
 BB0055  ___________________________________________________________________
 BB0055  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BB0055  DYNAMIC HT  -         777.968 (meters)    2552.38  (feet)  COMP
 BB0055  MODELED GRAV-     979,002.4   (mgal)                       NAVD 88
 BB0055
 BB0055  VERT ORDER  -  SECOND    CLASS 0
 BB0055
 BB0055.The horizontal coordinates were scaled from a topographic map and have
 BB0055.an estimated accuracy of +/- 6 seconds.
 BB0055
 BB0055.The orthometric height was determined by differential leveling
 BB0055.and adjusted by the National Geodetic Survey in June 1991..
 BB0055
 BB0055.The geoid height was determined by GEOID03.
 BB0055
 BB0055.The dynamic height is computed by dividing the NAVD 88
 BB0055.geopotential number by the normal gravity value computed on the
 BB0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0055.degrees latitude (g = 980.6199 gals.).
 BB0055
 BB0055.The modeled gravity was interpolated from observed gravity values.
 BB0055
 BB0055;                    North         East    Units  Estimated Accuracy
 BB0055;SPC TXSC     - 4,199,130.       83,570.      MT  (+/- 180 meters Scaled)
 BB0055
 BB0055                          SUPERSEDED SURVEY CONTROL
 BB0055
 BB0055  NGVD 29 (??/??/92)  778.841  (m)         2555.25   (f) ADJ UNCH    2 0
 BB0055
 BB0055.Superseded values are not recommended for survey control.
 BB0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0055.See file dsdata.txt to determine how the superseded data were derived.
 BB0055
 BB0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN649662(NAD 83)
 BB0055_MARKER: DR = REFERENCE MARK DISK
 BB0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0055_SP_SET: MONUMENT
 BB0055_STAMPING: TXIBWC B NO 1 1973
 BB0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0055
 BB0055  HISTORY     - Date     Condition        Report By
 BB0055  HISTORY     - 1973     MONUMENTED       NGS
 BB0055
 BB0055                          STATION DESCRIPTION
 BB0055
 BB0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0055'3.75 MI ESE FROM PRESIDIO.
 BB0055'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO SOUTH ON
 BB0055'U.S. HIGHWAY 67 FOR 0.5 MILE TO FARM ROAD 170.  TURN LEFT AND GO
 BB0055'EASTERLY ON FARM ROAD 170 FOR 3.4 MILES TO OLD FORT LEATON ON THE
 BB0055'RIGHT,  CONTINUE EASTERLY FOR 0.05 MILE TO THE FIRST SIDE ROAD ON THE
 BB0055'RIGHT.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOLLOWING THE WEST SIDE
 BB0055'OF FENCE LINE FOR 1.1 MILES TO A GATE ON THE LEFT, CONTINUE AHEAD ON
 BB0055'DIRT ROAD FOR 0.1 MILE TO WHERE THE ROAD CURVES TO THE RIGHT. BEAR
 BB0055'RIGHT AND GO WESTERLY ON DIRT ROAD FOR 0.1 MILE TO A DIRT ROAD ON THE
 BB0055'LEFT, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.25 MILE TO
 BB0055'TRIANGULATION STATION TXIBWC B IN THE CENTER OF THE ROAD. CONTINUE
 BB0055'SOUTHERLY FOR ABOUT 400 FEET TO TOP OF LEVEE, THEN LEFT ON LEVEE FOR
 BB0055'ABOUT 150 FEET TO THE MARK ON THE RIGHT IN FENCE LINE. IT IS A
 BB0055'STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BB0055'CONCRETE MONUMENT THAT PROJECTS 5 INCHES, 5 FEET SOUTH-SOUTHEAST OF
 BB0055'THE APPROXIMATE CENTER OF LEVEE AND 1.2 FEET NORTH-NORTHWEST OF THE
 BB0055'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0056 ***********************************************************************
 BB0056  DESIGNATION -  TXIBWC B RM 2
 BB0056  PID         -  BB0056
 BB0056  STATE/COUNTY-  TX/PRESIDIO
 BB0056  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0056
 BB0056                         *CURRENT SURVEY CONTROL
 BB0056  ___________________________________________________________________
 BB0056* NAD 83(1986)-  29 31 26.     (N)    104 19 47.     (W)     SCALED    
 BB0056* NAVD 88     -       777.888  (meters)    2552.12   (feet)  ADJUSTED  
 BB0056  ___________________________________________________________________
 BB0056  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BB0056  DYNAMIC HT  -         776.631 (meters)    2548.00  (feet)  COMP
 BB0056  MODELED GRAV-     979,002.4   (mgal)                       NAVD 88
 BB0056
 BB0056  VERT ORDER  -  SECOND    CLASS 0
 BB0056
 BB0056.The horizontal coordinates were scaled from a topographic map and have
 BB0056.an estimated accuracy of +/- 6 seconds.
 BB0056
 BB0056.The orthometric height was determined by differential leveling
 BB0056.and adjusted by the National Geodetic Survey in June 1991..
 BB0056
 BB0056.The geoid height was determined by GEOID03.
 BB0056
 BB0056.The dynamic height is computed by dividing the NAVD 88
 BB0056.geopotential number by the normal gravity value computed on the
 BB0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0056.degrees latitude (g = 980.6199 gals.).
 BB0056
 BB0056.The modeled gravity was interpolated from observed gravity values.
 BB0056
 BB0056;                    North         East    Units  Estimated Accuracy
 BB0056;SPC TXSC     - 4,199,130.       83,570.      MT  (+/- 180 meters Scaled)
 BB0056
 BB0056                          SUPERSEDED SURVEY CONTROL
 BB0056
 BB0056  NGVD 29 (??/??/92)  777.503  (m)         2550.86   (f) ADJ UNCH    2 0
 BB0056
 BB0056.Superseded values are not recommended for survey control.
 BB0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0056.See file dsdata.txt to determine how the superseded data were derived.
 BB0056
 BB0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN649662(NAD 83)
 BB0056_MARKER: DR = REFERENCE MARK DISK
 BB0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0056_SP_SET: MONUMENT
 BB0056_STAMPING: TXIBWC B NO 2 1973
 BB0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0056
 BB0056  HISTORY     - Date     Condition        Report By
 BB0056  HISTORY     - 1973     MONUMENTED       NGS
 BB0056
 BB0056                          STATION DESCRIPTION
 BB0056
 BB0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0056'3.75 MI ESE FROM PRESIDIO.
 BB0056'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO, GO SOUTH ON
 BB0056'U.S. HIGHWAY 67 FOR 0.5 MILES TO FARM ROAD 170.  TURN LEFT AND GO
 BB0056'EASTERLY ON FARM ROAD 170 FOR 3.4 MILES TO OLD FORT LEATON ON THE
 BB0056'RIGHT, CONTINUE EASTERLY FOR 0.05 MILE TO THE FIRST SIDE ROAD ON THE
 BB0056'RIGHT.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOLLOWING THE WEST SIDE
 BB0056'OF FENCE LINE FOR 1.1 MILES TO A GATE ON THE LEFT, CONTINUE AHEAD ON
 BB0056'DIRT ROAD FOR 0.1 MILE TO WHERE THE ROAD CURVES TO THE RIGHT. BEAR
 BB0056'RIGHT AND GO WESTERLY ON DIRT ROAD FOR 0.1 MILE TO A DIRT ROAD ON THE
 BB0056'LEFT, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.25 MILE TO
 BB0056'TRIANGULATION STATION TXIBWC B IN THE CENTER OF THE ROAD. TURN RIGHT
 BB0056'AND GO WEST-NORTHWEST ACROSS FIELD FOR ABOUT 350 FEET TO FENCE LINE
 BB0056'AND THE STATION.  IT IS A STANDARD REFERENCE MARK DISK, SET IN THE TOP
 BB0056'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES, 385
 BB0056'FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER OF DIRT ROAD AND 1 FOOT
 BB0056'SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0053 ***********************************************************************
 BB0053  DESIGNATION -  TXIBWC C
 BB0053  PID         -  BB0053
 BB0053  STATE/COUNTY-  TX/PRESIDIO
 BB0053  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0053
 BB0053                         *CURRENT SURVEY CONTROL
 BB0053  ___________________________________________________________________
 BB0053* NAD 83(1993)-  29 31 49.16084(N)    104 19 16.47511(W)     ADJUSTED  
 BB0053* NAVD 88     -       779.716  (meters)    2558.12   (feet)  ADJUSTED  
 BB0053  ___________________________________________________________________
 BB0053  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 BB0053  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 BB0053  DYNAMIC HT  -         778.455 (meters)    2553.98  (feet)  COMP
 BB0053  MODELED GRAV-     979,000.8   (mgal)                       NAVD 88
 BB0053
 BB0053  HORZ ORDER  -  SECOND
 BB0053  VERT ORDER  -  SECOND    CLASS 0
 BB0053
 BB0053.The horizontal coordinates were established by classical geodetic methods
 BB0053.and adjusted by the National Geodetic Survey in February 1996..
 BB0053
 BB0053.The orthometric height was determined by differential leveling
 BB0053.and adjusted by the National Geodetic Survey in June 1991..
 BB0053
 BB0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0053
 BB0053.The geoid height was determined by GEOID03.
 BB0053
 BB0053.The dynamic height is computed by dividing the NAVD 88
 BB0053.geopotential number by the normal gravity value computed on the
 BB0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0053.degrees latitude (g = 980.6199 gals.).
 BB0053
 BB0053.The modeled gravity was interpolated from observed gravity values.
 BB0053
 BB0053;                    North         East     Units Scale Factor Converg.
 BB0053;SPC TXSC     - 4,199,802.936    84,418.099   MT  0.99986904   -2 36 25.0
 BB0053;SPC TXSC     -13,778,853.47    276,961.71   sFT  0.99986904   -2 36 25.0
 BB0053;UTM  13      - 3,266,935.152   565,771.399   MT  0.99965337   +0 20 04.4
 BB0053
 BB0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0053!SPC TXSC     -   0.99988115  x   0.99986904  =   0.99975021
 BB0053!UTM  13      -   0.99988115  x   0.99965337  =   0.99953456
 BB0053
 BB0053:                Primary Azimuth Mark                     Grid Az
 BB0053:SPC TXSC     -  TXIBWC D                                 053 49 51.1
 BB0053:UTM  13      -  TXIBWC D                                 050 53 21.7
 BB0053
 BB0053|---------------------------------------------------------------------|
 BB0053| PID    Reference Object                     Distance      Geod. Az  |
 BB0053|                                                           dddmmss.s |
 BB0053| BB0052 TXIBWC D                            APPROX. 0.5 KM 0511326.1 |
 BB0053|---------------------------------------------------------------------|
 BB0053
 BB0053                          SUPERSEDED SURVEY CONTROL
 BB0053
 BB0053  NAD 83(1986)-  29 31 49.15233(N)    104 19 16.47103(W) AD(       ) 2
 BB0053  NAD 27      -  29 31 48.48659(N)    104 19 14.74903(W) AD(       ) 2
 BB0053  NGVD 29 (??/??/92)  779.329  (m)         2556.85   (f) ADJ UNCH    2 0
 BB0053
 BB0053.Superseded values are not recommended for survey control.
 BB0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0053.See file dsdata.txt to determine how the superseded data were derived.
 BB0053
 BB0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6577166935(NAD 83)
 BB0053_MARKER: DS = TRIANGULATION STATION DISK
 BB0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0053_SP_SET: MONUMENT
 BB0053_STAMPING: TXIBWC C 1973
 BB0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0053
 BB0053  HISTORY     - Date     Condition        Report By
 BB0053  HISTORY     - 1973     MONUMENTED       NGS
 BB0053  HISTORY     - 1973     GOOD             NGS
 BB0053
 BB0053                          STATION DESCRIPTION
 BB0053
 BB0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0053'THE STATION IS LOCATED ABOUT 3.6 MILES EAST-SOUTHEAST OF PRESIDIO,
 BB0053'0.8 MILE SOUTH OF FARM ROAD 170, AND 400 FEET NORTH OF THE RIO
 BB0053'GRANDE RIVER.
 BB0053'
 BB0053'TO REACH THE STATION FROM OLD FORT LEATON, 3.4 MILES SOUTHEAST OF
 BB0053'PRESIDIO, GO SOUTHEAST ALONG FARM ROAD 170 FOR 0.1 MILE TO THE
 BB0053'SECOND ROAD SOUTH ON THE RIGHT AT A BOARD GATE, TURN RIGHT AND GO
 BB0053'SOUTH ALONG DIRT ROAD FOR 0.2 MILE TO A BUILDING, CONTINUE SOUTH
 BB0053'ON MAIN TRACK ROAD FOR 0.6 MILE TO DIKE, CONTINUE SOUTH ON TOP OF
 BB0053'THE DIKE FOR 0.2 MILE TO THE STATION ON THE LEFT.
 BB0053'
 BB0053'THE STATION MARK IS A STANDARD NGS TRIANGULATION DISK STAMPED,
 BB0053'TXIBWC C 1973.  IT IS 135 FEET SOUTH OF A EAST-WEST FENCE LINE, 10
 BB0053'FEET EAST OF THE CENTER OF THE TRACK ROAD, 3.0 FEET WEST OF THE
 BB0053'WEST EDGE OF A CONCRETE CANAL, AND SET IN THE TOP OF A 12-INCH
 BB0053'DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES.
 BB0053'
 BB0053'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0053
 BB0053                          STATION RECOVERY (1973)
 BB0053
 BB0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0053'3.6 MI ESE FROM PRESIDIO.
 BB0053'FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67 (S.R.
 BB0053'170) FOR 0.5 MILE, THENCE EAST ALONG FARM ROAD 170 FOR 3.4 MILES TO
 BB0053'FORT LEATON, CONTINUE EAST ALONG FARM ROAD 170 FOR 0.1 MILE TO THE
 BB0053'SECOND GRAVEL ROAD ON THE RIGHT AT A BOARD GATE, PASS THROUGH GATE AND
 BB0053'GO SOUTH 0.2 MILE TO A FARM BUILDING, CONTINUE SOUTHERLY ON MAIN TRACK
 BB0053'ROAD FOR 0.6 MILE TO A DIKE, CONTINUE SOUTH ON TOP OF THE WEST FENCE
 BB0053'LINE, 10 FEET EAST OF THE CENTER OF THE TRACK ROAD, 3.0 FEET WEST OF
 BB0053'THE WEST EDGE OF THE CONCRETE CANAL, ABOUT 4 FEET HIGHER THAN THE
 BB0053'TRACK ROAD, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 BB0053'THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0052 ***********************************************************************
 BB0052  DESIGNATION -  TXIBWC D
 BB0052  PID         -  BB0052
 BB0052  STATE/COUNTY-  TX/PRESIDIO
 BB0052  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0052
 BB0052                         *CURRENT SURVEY CONTROL
 BB0052  ___________________________________________________________________
 BB0052* NAD 83(1993)-  29 31 59.73091(N)    104 19 01.42889(W)     ADJUSTED  
 BB0052* NAVD 88     -       777.242  (meters)    2550.00   (feet)  ADJUSTED  
 BB0052  ___________________________________________________________________
 BB0052  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 BB0052  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BB0052  DYNAMIC HT  -         775.984 (meters)    2545.87  (feet)  COMP
 BB0052  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 BB0052
 BB0052  HORZ ORDER  -  SECOND
 BB0052  VERT ORDER  -  SECOND    CLASS 0
 BB0052
 BB0052.The horizontal coordinates were established by classical geodetic methods
 BB0052.and adjusted by the National Geodetic Survey in February 1996..
 BB0052
 BB0052.The orthometric height was determined by differential leveling
 BB0052.and adjusted by the National Geodetic Survey in June 1991..
 BB0052
 BB0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0052
 BB0052.The geoid height was determined by GEOID03.
 BB0052
 BB0052.The dynamic height is computed by dividing the NAVD 88
 BB0052.geopotential number by the normal gravity value computed on the
 BB0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0052.degrees latitude (g = 980.6199 gals.).
 BB0052
 BB0052.The modeled gravity was interpolated from observed gravity values.
 BB0052
 BB0052;                    North         East     Units Scale Factor Converg.
 BB0052;SPC TXSC     - 4,200,109.593    84,837.567   MT  0.99986921   -2 36 17.6
 BB0052;SPC TXSC     -13,779,859.56    278,337.92   sFT  0.99986921   -2 36 17.6
 BB0052;UTM  13      - 3,267,262.860   566,174.490   MT  0.99965403   +0 20 11.9
 BB0052
 BB0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0052!SPC TXSC     -   0.99988154  x   0.99986921  =   0.99975077
 BB0052!UTM  13      -   0.99988154  x   0.99965403  =   0.99953561
 BB0052
 BB0052:                Primary Azimuth Mark                     Grid Az
 BB0052:SPC TXSC     -  TXIBWC C                                 233 49 51.1
 BB0052:UTM  13      -  TXIBWC C                                 230 53 21.6
 BB0052
 BB0052|---------------------------------------------------------------------|
 BB0052| PID    Reference Object                     Distance      Geod. Az  |
 BB0052|                                                           dddmmss.s |
 BB0052| BB0053 TXIBWC C                            APPROX. 0.5 KM 2311333.5 |
 BB0052|---------------------------------------------------------------------|
 BB0052
 BB0052                          SUPERSEDED SURVEY CONTROL
 BB0052
 BB0052  NAD 83(1986)-  29 31 59.72245(N)    104 19 01.42475(W) AD(       ) 2
 BB0052  NAD 27      -  29 31 59.05664(N)    104 18 59.70285(W) AD(       ) 2
 BB0052  NGVD 29 (??/??/92)  776.855  (m)         2548.73   (f) ADJ UNCH    2 0
 BB0052
 BB0052.Superseded values are not recommended for survey control.
 BB0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0052.See file dsdata.txt to determine how the superseded data were derived.
 BB0052
 BB0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6617467263(NAD 83)
 BB0052_MARKER: DS = TRIANGULATION STATION DISK
 BB0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0052_SP_SET: MONUMENT
 BB0052_STAMPING: TXIBWC D 1973
 BB0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0052
 BB0052  HISTORY     - Date     Condition        Report By
 BB0052  HISTORY     - 1973     MONUMENTED       NGS
 BB0052  HISTORY     - 1973     GOOD             NGS
 BB0052
 BB0052                          STATION DESCRIPTION
 BB0052
 BB0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0052'THE STATION IS LOCATED ABOUT 3.8 MILES EAST-SOUTHEAST OF PRESIDIO,
 BB0052'0.5 MILE SOUTH OF FARM ROAD 170, AND THE NORTH SIDE OF THE RIO
 BB0052'GRANDE RIVER.
 BB0052'
 BB0052'TO REACH THE STATION FROM OLD FORT LEATON, 3.4 MILES SOUTHEAST OF
 BB0052'PRESIDIO, GO SOUTHEAST ALONG FARM ROAD 170 FOR 1.0 MILE TO A SIDE
 BB0052'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH 0.05 MILE TO A RED BOARD
 BB0052'GATE, PASS THROUGH GATE AND GO SOUTH FOR 0.55 MILE TO A DIKE, TURN
 BB0052'RIGHT AND GO WEST ON A TRACK ROAD ON TOP OF THE DIKE FOR 0.3 MILE
 BB0052'TO A CONCRETE CANAL THAT RUNS NORTH, TURN RIGHT AND GO NORTH ALONG
 BB0052'THE WEST SIDE OF THE CANAL FOR 0.05 MILE TO STATION IN THE MIDDLE
 BB0052'ON THE ROAD.
 BB0052'
 BB0052'THE STATION MARK IS A STANDARD NGS TRIANGULATION DISK STAMPED,
 BB0052'TXIBWC D 1973.  IT IS 107.0 FEET NORTH OF THE CENTER OF THE CANAL
 BB0052'THAT RUNS EAST-WEST, 11.0 FEET WEST OF THE CANAL THAT RUNS
 BB0052'NORTH-SOUTH, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 BB0052'MONUMENT THAT IS FLUSH WITH THE ROAD.
 BB0052'
 BB0052'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0052
 BB0052                          STATION RECOVERY (1973)
 BB0052
 BB0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0052'3.8 MI ESE FROM PRESIDIO.
 BB0052'FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67 (S.R.
 BB0052'170) FOR 0.5 MILE, THENCE EAST ALONG FARM ROAD 170 FOR 3.4 MILES TO
 BB0052'FORT LEATON, CONTINUE EAST ON FARM ROAD 170 FOR 1.0 MILE TO A SIDE
 BB0052'ROAD ON THE RIGHT, GO SOUTH FOR 0.05 MILE TO A RED BOARD GATE, PASS
 BB0052'THROUGH GATE AND CONTINUE SOUTH ON TRACK ROAD FOR 0.55 MILE TO A DIKE,
 BB0052'GO WEST ALONG THE TOP OF THE DIKE FOR 0.3 MILE TO A CONCRETE CANAL
 BB0052'RUNNING NORTH-SOUTH, GO NORTH ALONG THE WEST SIDE OF THE CANAL FOR
 BB0052'0.05 MILE, 107 FEET NORTH OF A EAST-WEST CANAL, 11.0 FEET WEST OF THE
 BB0052'NORTH-SOUTH CANAL, IN THE MIDDLE OF THE TRACK ROAD, FLUSH WITH THE
 BB0052'GROUND, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0059 ***********************************************************************
 BB0059  DESIGNATION -  TXIBWC E
 BB0059  PID         -  BB0059
 BB0059  STATE/COUNTY-  TX/PRESIDIO
 BB0059  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0059
 BB0059                         *CURRENT SURVEY CONTROL
 BB0059  ___________________________________________________________________
 BB0059* NAD 83(1993)-  29 31 52.31663(N)    104 18 41.72152(W)     ADJUSTED  
 BB0059* NAVD 88     -       776.783  (meters)    2548.50   (feet)  ADJUSTED  
 BB0059  ___________________________________________________________________
 BB0059  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 BB0059  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 BB0059  DYNAMIC HT  -         775.525 (meters)    2544.37  (feet)  COMP
 BB0059  MODELED GRAV-     978,999.1   (mgal)                       NAVD 88
 BB0059
 BB0059  HORZ ORDER  -  SECOND
 BB0059  VERT ORDER  -  SECOND    CLASS 0
 BB0059
 BB0059.The horizontal coordinates were established by classical geodetic methods
 BB0059.and adjusted by the National Geodetic Survey in February 1996..
 BB0059
 BB0059.The orthometric height was determined by differential leveling
 BB0059.and adjusted by the National Geodetic Survey in June 1991..
 BB0059
 BB0059.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0059
 BB0059.The geoid height was determined by GEOID03.
 BB0059
 BB0059.The dynamic height is computed by dividing the NAVD 88
 BB0059.geopotential number by the normal gravity value computed on the
 BB0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0059.degrees latitude (g = 980.6199 gals.).
 BB0059
 BB0059.The modeled gravity was interpolated from observed gravity values.
 BB0059
 BB0059;                    North         East     Units Scale Factor Converg.
 BB0059;SPC TXSC     - 4,199,857.470    85,357.233   MT  0.99986909   -2 36 08.0
 BB0059;SPC TXSC     -13,779,032.38    280,042.86   sFT  0.99986909   -2 36 08.0
 BB0059;UTM  13      - 3,267,037.785   566,706.295   MT  0.99965490   +0 20 21.6
 BB0059
 BB0059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0059!SPC TXSC     -   0.99988161  x   0.99986909  =   0.99975072
 BB0059!UTM  13      -   0.99988161  x   0.99965490  =   0.99953655
 BB0059
 BB0059:                Primary Azimuth Mark                     Grid Az
 BB0059:SPC TXSC     -  TXIBWC F                                 168 55 19.8
 BB0059:UTM  13      -  TXIBWC F                                 165 58 50.2
 BB0059
 BB0059|---------------------------------------------------------------------|
 BB0059| PID    Reference Object                     Distance      Geod. Az  |
 BB0059|                                                           dddmmss.s |
 BB0059| BB0062 TXIBWC F                            APPROX. 0.8 KM 1661911.8 |
 BB0059|---------------------------------------------------------------------|
 BB0059
 BB0059                          SUPERSEDED SURVEY CONTROL
 BB0059
 BB0059  NAD 83(1986)-  29 31 52.30817(N)    104 18 41.71738(W) AD(       ) 2
 BB0059  NAD 27      -  29 31 51.64162(N)    104 18 39.99611(W) AD(       ) 2
 BB0059  NGVD 29 (??/??/92)  776.395  (m)         2547.22   (f) ADJ UNCH    2 0
 BB0059
 BB0059.Superseded values are not recommended for survey control.
 BB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0059.See file dsdata.txt to determine how the superseded data were derived.
 BB0059
 BB0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6670667038(NAD 83)
 BB0059_MARKER: DS = TRIANGULATION STATION DISK
 BB0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0059_SP_SET: MONUMENT
 BB0059_STAMPING: TXIBWC E 1973
 BB0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0059
 BB0059  HISTORY     - Date     Condition        Report By
 BB0059  HISTORY     - 1973     MONUMENTED       NGS
 BB0059  HISTORY     - 1973     GOOD             NGS
 BB0059
 BB0059                          STATION DESCRIPTION
 BB0059
 BB0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0059'THE STATION IS LOCATED ABOUT 4.2 MILES EAST-SOUTHEAST OF PRESIDIO AND
 BB0059'IN A NORTH-SOUTH FENCE LINE.
 BB0059'
 BB0059'TO REACH THE STATION FROM OLD FORT LEATON, 3.4 MILES SOUTHEAST OF
 BB0059'PRESIDIO, GO SOUTHEAST ALONG FARM ROAD 170 FOR 1.1 MILES TO A WHITE
 BB0059'HOUSE AND SIDE ROAD ON THE RIGHT, TURN RIGHT PASSING THE HOUSE ON
 BB0059'THE WEST SIDE AND THROUGH A METAL GATE FOR 0.05 MILE TO A WIRE GATE,
 BB0059'PASS THROUGH GATE AND CONTINUE SOUTH FOR 0.5 MILE ALONG THE EAST
 BB0059'SIDE OF A FENCE LINE TO A LONE TREE AND STATION ON THE RIGHT IN
 BB0059'THE FENCE LINE.
 BB0059'
 BB0059'THE STATION MARK IS A STANDARD NGS TRIANGULATION DISK STAMPED,
 BB0059'TXIBWC E 1973.  IT IS 19 FEET WEST OF A TWIN 14-INCH COTTONWOOD
 BB0059'TREE, 5 FEET WEST OF THE CENTER OF THE TRACK ROAD, AND SET IN THE
 BB0059'TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 BB0059'INCHES.
 BB0059'
 BB0059'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0059
 BB0059                          STATION RECOVERY (1973)
 BB0059
 BB0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0059'4.2 MI ESE FROM PRESIDIO.
 BB0059'FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67 (S.R.
 BB0059'170) FOR 0.5 MILE, THENCE EAST ALONG FARM ROAD 170 FOR 3.4 MILES TO
 BB0059'FORT LEATON, CONTINUE EAST ON FARM ROAD 170 FOR 1.1 MILES TO A WHITE
 BB0059'HOUSE AND A SIDE ROAD ON THE RIGHT, GO SOUTH PASSING THROUGH A METAL
 BB0059'GATE FOR 0.05 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 BB0059'SOUTH ON TRACK ROAD FOR 0.5 MILE TO A LONE TREE, 19 FEET WEST OF A
 BB0059'LONE 14-INCH DIAMETER COTTONWOOD TREE, 5 FEET WEST OF THE CENTER OF
 BB0059'THE TRACK ROAD, IN THE FENCE LINE, ABOUT 1.0 FOOT HIGHER THAN THE
 BB0059'ROAD, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT
 BB0059'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0062 ***********************************************************************
 BB0062  DESIGNATION -  TXIBWC F
 BB0062  PID         -  BB0062
 BB0062  STATE/COUNTY-  TX/PRESIDIO
 BB0062  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0062
 BB0062                         *CURRENT SURVEY CONTROL
 BB0062  ___________________________________________________________________
 BB0062* NAD 83(1993)-  29 31 26.69561(N)    104 18 34.59100(W)     ADJUSTED  
 BB0062* NAVD 88     -       777.410  (meters)    2550.55   (feet)  ADJUSTED  
 BB0062  ___________________________________________________________________
 BB0062  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 BB0062  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BB0062  DYNAMIC HT  -         776.152 (meters)    2546.43  (feet)  COMP
 BB0062  MODELED GRAV-     979,000.0   (mgal)                       NAVD 88
 BB0062
 BB0062  HORZ ORDER  -  SECOND
 BB0062  VERT ORDER  -  SECOND    CLASS 0
 BB0062
 BB0062.The horizontal coordinates were established by classical geodetic methods
 BB0062.and adjusted by the National Geodetic Survey in February 1996..
 BB0062
 BB0062.The orthometric height was determined by differential leveling
 BB0062.and adjusted by the National Geodetic Survey in June 1991..
 BB0062
 BB0062.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0062
 BB0062.The geoid height was determined by GEOID03.
 BB0062
 BB0062.The dynamic height is computed by dividing the NAVD 88
 BB0062.geopotential number by the normal gravity value computed on the
 BB0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0062.degrees latitude (g = 980.6199 gals.).
 BB0062
 BB0062.The modeled gravity was interpolated from observed gravity values.
 BB0062
 BB0062;                    North         East     Units Scale Factor Converg.
 BB0062;SPC TXSC     - 4,199,060.797    85,513.214   MT  0.99986867   -2 36 04.5
 BB0062;SPC TXSC     -13,776,418.63    280,554.60   sFT  0.99986867   -2 36 04.5
 BB0062;UTM  13      - 3,266,250.335   566,902.911   MT  0.99965523   +0 20 24.8
 BB0062
 BB0062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0062!SPC TXSC     -   0.99988151  x   0.99986867  =   0.99975020
 BB0062!UTM  13      -   0.99988151  x   0.99965523  =   0.99953678
 BB0062
 BB0062:                Primary Azimuth Mark                     Grid Az
 BB0062:SPC TXSC     -  TXIBWC E                                 348 55 19.8
 BB0062:UTM  13      -  TXIBWC E                                 345 58 50.5
 BB0062
 BB0062|---------------------------------------------------------------------|
 BB0062| PID    Reference Object                     Distance      Geod. Az  |
 BB0062|                                                           dddmmss.s |
 BB0062| BB0059 TXIBWC E                            APPROX. 0.8 KM 3461915.3 |
 BB0062|---------------------------------------------------------------------|
 BB0062
 BB0062                          SUPERSEDED SURVEY CONTROL
 BB0062
 BB0062  NAD 83(1986)-  29 31 26.68717(N)    104 18 34.58685(W) AD(       ) 2
 BB0062  NAD 27      -  29 31 26.01945(N)    104 18 32.86644(W) AD(       ) 2
 BB0062  NGVD 29 (??/??/92)  777.024  (m)         2549.29   (f) ADJ UNCH    2 0
 BB0062
 BB0062.Superseded values are not recommended for survey control.
 BB0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0062.See file dsdata.txt to determine how the superseded data were derived.
 BB0062
 BB0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6690366250(NAD 83)
 BB0062_MARKER: DS = TRIANGULATION STATION DISK
 BB0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0062_SP_SET: MONUMENT
 BB0062_STAMPING: TXIBWC F 1973
 BB0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0062
 BB0062  HISTORY     - Date     Condition        Report By
 BB0062  HISTORY     - 1973     MONUMENTED       NGS
 BB0062  HISTORY     - 1973     GOOD             NGS
 BB0062
 BB0062                          STATION DESCRIPTION
 BB0062
 BB0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0062'THE STATION IS LOCATED ABOUT 4.5 MILES EAST-SOUTHEAST OF PRESIDIO AND
 BB0062'ON THE NORTH SIDE OF THE RIO GRANDE RIVER.
 BB0062'
 BB0062'TO REACH THE STATION FROM OLD FORT LEATON, 3.4 MILES SOUTHEAST ON
 BB0062'PRESIDIO, GO SOUTHEAST ALONG FARM ROAD 170 FOR 1.2 MILES TO A SIDE
 BB0062'ROAD RIGHT JUST PAST A HOUSE, BEAR RIGHT AND GO SOUTHEAST ON A
 BB0062'TRACK ROAD FOR 0.3 MILE TO A FIELD ROAD SOUTH ON THE RIGHT, GO
 BB0062'SOUTH ON FIELD ROAD FOR 0.9 MILE TO A DIKE, TURN RIGHT AND GO
 BB0062'WEST ON TOP OF THE DIKE FOR 0.1 MILE TO STATION ON THE RIGHT.
 BB0062'
 BB0062'THE STATION MARK IS A STANDARD NGS TRIANGULATION DISK STAMPED,
 BB0062'TXIBWC F 1973.  IT IS 23.0 FEET NORTH OF THE CENTER ON THE DIKE
 BB0062'ROAD, 18.5 FEET EAST OF A NORTH-SOUTH FENCE LINE, AND SET IN THE TOP
 BB0062'OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 1
 BB0062'INCH.
 BB0062'
 BB0062'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0062
 BB0062                          STATION RECOVERY (1973)
 BB0062
 BB0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0062'4.5 MI ESE FROM PRESIDIO.
 BB0062'FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67 (S.R.
 BB0062'170) FOR 0.5 MILE, THENCE EAST ALONG FARM ROAD 170 FOR 3.4 MILES TO
 BB0062'FORT LEATON, CONTINUE EAST ON FARM ROAD 170 FOR 1.2 MILES TO A SIDE
 BB0062'ROAD RIGHT JUST PAST A HOUSE, BEAR RIGHT AND GO SOUTHEAST ON A TRACK
 BB0062'ROAD FOR 0.3 MILE TO A FIELD ROAD SOUTH ON THE RIGHT, GO SOUTH ON
 BB0062'FIELD ROAD FOR 0.9 MILE TO A DIKE, GO WEST ALONG TOP OF DIKE ON TRACK
 BB0062'ROAD FOR 0.1 MILE, 23.0 FEET NORTH OF THE CENTER OF TRACK ROAD, 18.5
 BB0062'FEET EAST OF A NORTH-SOUTH FENCE LINE, ABOUT 1.0 FOOT HIGHER THAN
 BB0062'TRACK ROAD, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 BB0062'THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1237 ***********************************************************************
 DM1237  DESIGNATION -  TX+IL NATURAL GAS RELAY TOWER
 DM1237  PID         -  DM1237
 DM1237  STATE/COUNTY-  TX/CASS
 DM1237  USGS QUAD   -  BRYANS MILL (1976)
 DM1237
 DM1237                         *CURRENT SURVEY CONTROL
 DM1237  ___________________________________________________________________
 DM1237* NAD 83(1993)-  33 10 23.30538(N)    094 28 02.42101(W)     ADJUSTED  
 DM1237* NAVD 88     -                                                        
 DM1237  ___________________________________________________________________
 DM1237  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DM1237  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM1237
 DM1237  HORZ ORDER  -  THIRD
 DM1237
 DM1237.The horizontal coordinates were established by classical geodetic methods
 DM1237.and adjusted by the National Geodetic Survey in February 1996..
 DM1237
 DM1237
 DM1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1237
 DM1237.The geoid height was determined by GEOID03.
 DM1237
 DM1237;                    North         East     Units Scale Factor Converg.
 DM1237;SPC TXNC     - 2,174,270.108   975,987.894   MT  0.99987486   +2 11 57.8
 DM1237;SPC TXNC     - 7,133,417.85  3,202,053.62   sFT  0.99987486   +2 11 57.8
 DM1237;UTM  15      - 3,671,440.259   363,189.592   MT  0.99983077   -0 48 10.8
 DM1237
 DM1237                          SUPERSEDED SURVEY CONTROL
 DM1237
 DM1237  NAD 83(1993)-  33 10 23.30788(N)    094 28 02.41470(W) AD(       ) 4
 DM1237  NAD 83(1986)-  33 10 23.30997(N)    094 28 02.41067(W) AD(       ) 4
 DM1237  NAD 27      -  33 10 22.85800(N)    094 28 01.69900(W) AD(       ) 3
 DM1237
 DM1237.Superseded values are not recommended for survey control.
 DM1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1237.See file dsdata.txt to determine how the superseded data were derived.
 DM1237
 DM1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS6319071440(NAD 83)
 DM1237_MARKER: 55 = TOWER
 DM1237
 DM1237  HISTORY     - Date     Condition        Report By
 DM1237  HISTORY     - 1958     FIRST OBSERVED   CGS
 DM1237
 DM1237                          STATION DESCRIPTION
 DM1237
 DM1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1237'THE STATION IS LOCATED ABOUT 7.0 MILES WEST OF DOUGLASSVILLE.
 DM1237'IT IS A 2-LEGGED TOWER SET IN A CONCRETE FOUNDATION, ABOUT
 DM1237'150 FEET IN HEIGHT, COLORED RED AND WHITE AND THE TOP AND CENTER
 DM1237'WAS THE POINT OBSERVED.
 DM1237'
 DM1237'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLASSVILLE,
 DM1237'GO WEST ON STATE ROAD 77 FOR 7.1 MILE TO A SIDE ROAD ON THE
 DM1237'LEFT, TURN LEFT ON THE GRAVELED ROAD AND GO SOUTH FOR 1.2 MILES
 DM1237'TO A FORK, TAKE THE LEFT FORK AND GO SOUTHERLY FOR 0.6 MILE TO
 DM1237'A SIDE ROAD LEFT AND A GATE, TURN LEFT AND PASS THROUGH THE
 DM1237'GATE AND GO 0.2 MILE TO THE TOP OF HILL AND THE STATION AS
 DM1237'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0556 ***********************************************************************
 CT0556  DESIGNATION -  TYE
 CT0556  PID         -  CT0556
 CT0556  STATE/COUNTY-  TX/TAYLOR
 CT0556  USGS QUAD   -  ABILENE WEST (1987)
 CT0556
 CT0556                         *CURRENT SURVEY CONTROL
 CT0556  ___________________________________________________________________
 CT0556* NAD 83(1993)-  32 26 38.06021(N)    099 52 06.96510(W)     ADJUSTED  
 CT0556* NAVD 88     -       559.79   (+/-2cm)    1836.6    (feet)  VERTCON   
 CT0556  ___________________________________________________________________
 CT0556  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CT0556  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CT0556
 CT0556  HORZ ORDER  -  SECOND
 CT0556  VERT ORDER  -  THIRD (See Below)
 CT0556
 CT0556.The horizontal coordinates were established by classical geodetic methods
 CT0556.and adjusted by the National Geodetic Survey in February 1996..
 CT0556
 CT0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0556.The vertical order pertains to the NGVD 29 superseded value.
 CT0556
 CT0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0556
 CT0556.The geoid height was determined by GEOID03.
 CT0556
 CT0556;                    North         East     Units Scale Factor Converg.
 CT0556;SPC TXNC     - 2,087,027.130   471,316.343   MT  0.99992847   -0 44 47.1
 CT0556;SPC TXNC     - 6,847,188.18  1,546,310.37   sFT  0.99992847   -0 44 47.1
 CT0556;UTM  14      - 3,589,973.041   418,352.356   MT  0.99968220   -0 27 57.6
 CT0556
 CT0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0556!SPC TXNC     -   0.99991645  x   0.99992847  =   0.99984492
 CT0556!UTM  14      -   0.99991645  x   0.99968220  =   0.99959867
 CT0556
 CT0556|---------------------------------------------------------------------|
 CT0556| PID    Reference Object                     Distance      Geod. Az  |
 CT0556|                                                           dddmmss.s |
 CT0556| CT0558 B 918                                36.405 METERS 05152     |
 CT0556| CT1135 AIRPORT BCN DYESS AFB ABILENE       APPROX. 3.5 KM 1215142.2 |
 CT0556| CT1130 DYESS AFB COMM BLDG RADIO MAST      APPROX. 4.1 KM 1291644.2 |
 CT0556| CX8882 TYE AZ MK                                          1633648.2 |
 CT0556| CT1132 DYESS AFB OLD WATER TANK            APPROX. 2.5 KM 1702017.2 |
 CT0556| CT0557 TYE RM 1                             17.740 METERS 17142     |
 CT0556|---------------------------------------------------------------------|
 CT0556
 CT0556                          SUPERSEDED SURVEY CONTROL
 CT0556
 CT0556  NAD 83(1986)-  32 26 38.06634(N)    099 52 06.95324(W) AD(       ) 2
 CT0556  NAD 27      -  32 26 37.61980(N)    099 52 05.62330(W) AD(       ) 2
 CT0556  NGVD 29 (01/29/03)  559.61   (m)         1836.0    (f) RESET       3  
 CT0556
 CT0556.Superseded values are not recommended for survey control.
 CT0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0556.See file dsdata.txt to determine how the superseded data were derived.
 CT0556
 CT0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1835289973(NAD 83)
 CT0556_MARKER: DB = BENCH MARK DISK
 CT0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0556_STAMPING: TYE 1961
 CT0556_MARK LOGO: CGS   
 CT0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0556+STABILITY: SURFACE MOTION
 CT0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0556+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2005
 CT0556
 CT0556  HISTORY     - Date     Condition        Report By
 CT0556  HISTORY     - 1961     MONUMENTED       CGS
 CT0556  HISTORY     - 1961     GOOD             CGS
 CT0556  HISTORY     - 1969     GOOD             CGS
 CT0556  HISTORY     - 1969     GOOD             NGS
 CT0556  HISTORY     - 1982     GOOD             NGS
 CT0556  HISTORY     - 1984     GOOD             NGS
 CT0556  HISTORY     - 19840615 GOOD             NGS
 CT0556  HISTORY     - 19940616 GOOD             USPSQD
 CT0556  HISTORY     - 19990531 GOOD             LOCENG
 CT0556  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0556  HISTORY     - 20050214 GOOD             INDIV
 CT0556
 CT0556                          STATION DESCRIPTION
 CT0556
 CT0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0556'THE STATION IS APPROXIMATELY 8 MILES WEST OF THE CENTER OF
 CT0556'ABILENE, 0.9 MILE SOUTH OF TYE, ON PROPERTY OWNED BY MRS.
 CT0556'LULA STREET.
 CT0556'
 CT0556'TO REACH THE STATION FROM A CROSSROAD 0.1 MILE WEST OF THE
 CT0556'POST OFFICE IN TYE, GO SOUTH ON FARM ROAD 707 FOR 0.9 MILE
 CT0556'TO THE STATION ON THE RIGHT.
 CT0556'
 CT0556'STATION MARKS ARE STANDARD DISKS STAMPED TYE 1961.  THE SURFACE
 CT0556'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CT0556'OF THE GROUND.  IT IS 71 FEET SOUTHEAST OF THE SOUTHEAST
 CT0556'CORNER OF A HOUSE, 60 FEET WEST OF THE CENTER LINE OF FARM ROAD
 CT0556'707, 26 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER AND
 CT0556'20 FEET EAST OF THE CENTER OF A GRAVEL DRIVE.  THE UNDERGROUND
 CT0556'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CT0556'THE SURFACE OF THE GROUND.
 CT0556'
 CT0556'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TYE NO 1 1961,
 CT0556'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CT0556'IT IS 65 FEET WEST OF THE CENTER LINE OF 707, 26 FEET NORTHWEST
 CT0556'OF A FENCE CORNER, 11 FEET SOUTH OF THE CENTER OF THE GRAVEL
 CT0556'DRIVE AND 1 FOOT NORTHEAST OF A FENCE.
 CT0556'
 CT0556'B 918 IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 CT0556'(OLD TYPE) STAMPED B 918 1945, SET IN A SQUARE CONCRETE POST
 CT0556'WHICH PROJECTS 6 INCHES.  IT IS 57 FEET SOUTH OF A TELEPHONE
 CT0556'POLE, 49 FEET EAST OF THE CENTER LINE OF 707, 2 FEET SOUTH
 CT0556'OF A WOOD WITNESS POST AND 1.5 FEET WEST OF A FENCE.
 CT0556'
 CT0556'AZIMUTH MARK IS A STANDARD DISK STAMPED TYE 1961, SET IN
 CT0556'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 49
 CT0556'FEET EAST OF THE CENTER LINE OF FARM ROAD 707, 35 FEET NORTH
 CT0556'OF A CONCRETE RIGHT-OF-WAY MARKER, 2 FEET NORTHWEST OF A
 CT0556'POWER POLE, 3.1 FEET NORTHWEST OF A METAL WITNESS POST AND
 CT0556'6 INCHES WEST OF A FENCE.
 CT0556'
 CT0556'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM
 CT0556'ROAD 707 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CT0556'
 CT0556'NOTE--REFERENCE MARKS MEASURED WITH SLOPE DISTANCE AND VERTICAL
 CT0556'ANGLE.
 CT0556
 CT0556                          STATION RECOVERY (1961)
 CT0556
 CT0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT0556'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CT0556'FOUND IN GOOD CONDITION.  THE TO REACH FOR THE STATION AND
 CT0556'THE AZIMUTH MARK WERE COMPLETELY ACCURATE.  THE MEASUREMENT
 CT0556'TO REFERENCE MARK NO 1 WAS FOUND TO BE SHORTER BY 0.276
 CT0556'METERS.  THE DIRECTION WAS CHECKED IN THE FIELD AND FOUND
 CT0556'TO BE ACCURATE.  THE DIRECTION TO REFERENCE MARK NO 2 WAS FOUND
 CT0556'TO BE LONGER BY 0.110 METERS.  THE DIRECTION WAS CHECKED IN
 CT0556'THE FIELD AND FOUND TO BE ACCURATE.  THE DIRECTION TO THE
 CT0556'AZIMUTH MARK WAS CHECKED IN THE FIELD AND FOUND TO BE ACCURATE.
 CT0556
 CT0556                          STATION RECOVERY (1969)
 CT0556
 CT0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CT0556'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 CT0556'DESCRIPTION IS GOOD WITH THE BELOW.
 CT0556'
 CT0556'A METAL WITNESS POST WAS SET 1 FOOT SOUTHWEST OF THE STATION MARK.
 CT0556'
 CT0556'MEASUREMENTS WERE TAKEN TO THE REFERENCE MARKS AND BELOW IS THE
 CT0556'DISTANCE FOUND.
 CT0556'
 CT0556'STATION TO REFERENCE MARK 1 = 58.24 FEET, 17.752 METERS.
 CT0556'STATION TO B 918 1945 = 119.32 FEET, 36.341 METERS.
 CT0556'
 CT0556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 CT0556'TYE.
 CT0556
 CT0556                          STATION RECOVERY (1969)
 CT0556
 CT0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CT0556'1.0 MI S FROM TYE.
 CT0556'SOUTH ALONG FARM ROAD 707 0.9 MILE FROM THE CROSSROAD 0.1 MILE WEST OF
 CT0556'THE TYE POST OFFICE, 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MRS.
 CT0556'LULS STREET, 60 FEET WEST OF THE CENTERLINE OF THE ROAD, 26 FEET SOUTH
 CT0556'OF A POWER POLE WITH A TRANSFORMER, 20 FEET EAST OF THE CENTERLINE OF
 CT0556'A GRAVELED DRIVE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST. THE
 CT0556'DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 CT0556'THE GROUND.
 CT0556
 CT0556                          STATION RECOVERY (1982)
 CT0556
 CT0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CT0556'THE STATION, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WERE
 CT0556'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 CT0556
 CT0556                          STATION RECOVERY (1984)
 CT0556
 CT0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0556'RECOVERED IN GOOD CONDITION.
 CT0556
 CT0556                          STATION RECOVERY (1984)
 CT0556
 CT0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CT0556'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 CT0556'DIRECTIONS AND DISTANCES CHECKED WITH THE 1961 DATA.  DUE TO SOME
 CT0556'MINOR CHANGED A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED 12.80
 CT0556'KM (7.95 MI) WEST OF ABILENE, 1.60 KM (1.00 MI) SOUTH OF TYE AND ALONG
 CT0556'THE WEST SIDE OF FARM ROAD 707.  TO REACH FROM THE JUNCTION OF FM 707
 CT0556'AND OLD U.S HIGHWAY 80 IN TYE, GO SOUTH ON FM 707 FOR 1.44 KM (0.90
 CT0556'MI) TO THE STATION ON THE RIGHT ON A BANK ABOUT 2 METERS (6.6 FT)
 CT0556'ABOVE THE ROAD.  THE JUNCTION OF OLD US 80 AND FM 707 IS ABOUT 0.56 KM
 CT0556'(0.35 MI) SOUTH OF INTERSTATE HIGHWAY 20.  TO REACH THE AZIMUTH MARK
 CT0556'FROM THE STATION, GO SOUTH ON FM 707 FOR 0.8 KM (0.50 MI) TO THE MARK
 CT0556'ON THE LEFT.  THE STATION MARK, STAMPED---TYE 1961---, IS A STANDARD
 CT0556'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 CT0556'GROUND.  IT IS 21.64 METERS (71.00 FT) SOUTHEAST OF THE SOUTHEAST
 CT0556'CORNER OF THE HOUSE, WHICH IS NOW ABANDONED, 18.26 METERS (59.91 FT)
 CT0556'WEST OF THE CENTER OF THE HIGHWAY, 6.10 METERS (20.01 FT) EAST OF THE
 CT0556'CENTER OF A GRAVEL DRIVE AND 0.46 METER (1.51 FT) NORTHEAST OF A
 CT0556'WITNESS POST.  REFERENCE MARK 1, STAMPED---TYE NO 1 1961---, IS A
 CT0556'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 CT0556'GROUND.  IT IS 19.81 METERS (64.99 FT) WEST OF THE CENTER OF THE
 CT0556'HIGHWAY, 4.57 METERS (14.99 FT) NORTH OF THE CENTER OF THE GRAVEL
 CT0556'ROAD, AND 3.35 METERS (10.99 FT) SOUTHWEST OF THE CENTER OF THE
 CT0556'DRIVEWAY.  BENCH MARK B 918, STAMPED---B 918 1945---, IS A CGS BENCH
 CT0556'MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 0.09
 CT0556'METER.  (0.30 FT) IT IS 17.37 METERS (56.99 FT) SOUTH OF A POWER POLE,
 CT0556'14.63 METERS (48.00 FT) EAST OF THE CENTER OF THE HIGHWAY, 0.64 METER
 CT0556'(2.10 FT) WEST OF A FENCE AND 0.36 METER (1.18 FT) NORTH OF A WITNESS
 CT0556'POST.  THE AZIMUTH MARK, STAMPED---TYE 1961---, IS A STANDARD DISK SET
 CT0556'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 CT0556'14.94 METERS (49.02 FT) EAST OF THE CENTER OF THE HIGHWAY, 0.91 METER
 CT0556'(2.99 FT) NORTHWEST OF A WITNESS POST AND 0.73 METER (2.40 FT) WEST OF
 CT0556'A POWER POLE.
 CT0556
 CT0556                          STATION RECOVERY (1994)
 CT0556
 CT0556'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0556'RECOVERED IN GOOD CONDITION.
 CT0556
 CT0556                          STATION RECOVERY (1999)
 CT0556
 CT0556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 CT0556'RECOVERED IN GOOD CONDITION.  NOTE--GOOD FOR GPS OBSERVATIONS.
 CT0556
 CT0556                          STATION RECOVERY (2001)
 CT0556
 CT0556'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0556'MARK NOT FOUND.
 CT0556
 CT0556                          STATION RECOVERY (2005)
 CT0556
 CT0556'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GWS)
 CT0556'RECOVERED FLUSH WITH THE GROUND UNDER THE EDGE OF A YUCCA CACTUS ON
 CT0556'THE NORTH EDGE OF AN ASPHAULT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0557 ***********************************************************************
 CT0557  DESIGNATION -  TYE RM 1
 CT0557  PID         -  CT0557
 CT0557  STATE/COUNTY-  TX/TAYLOR
 CT0557  USGS QUAD   -  ABILENE WEST (1987)
 CT0557
 CT0557                         *CURRENT SURVEY CONTROL
 CT0557  ___________________________________________________________________
 CT0557* NAD 83(1986)-  32 26 37.     (N)    099 52 06.     (W)     SCALED    
 CT0557* NAVD 88     -       558.32   (+/-2cm)    1831.8    (feet)  VERTCON   
 CT0557  ___________________________________________________________________
 CT0557  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CT0557
 CT0557  VERT ORDER  -  THIRD (See Below)
 CT0557
 CT0557.The horizontal coordinates were scaled from a topographic map and have
 CT0557.an estimated accuracy of +/- 6 seconds.
 CT0557
 CT0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0557.The vertical order pertains to the NGVD 29 superseded value.
 CT0557
 CT0557.The geoid height was determined by GEOID03.
 CT0557
 CT0557;                    North         East    Units  Estimated Accuracy
 CT0557;SPC TXNC     - 2,086,990.      471,340.      MT  (+/- 180 meters Scaled)
 CT0557
 CT0557                          SUPERSEDED SURVEY CONTROL
 CT0557
 CT0557  NGVD 29 (01/29/03)  558.14   (m)         1831.2    (f) RESET       3  
 CT0557
 CT0557.Superseded values are not recommended for survey control.
 CT0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0557.See file dsdata.txt to determine how the superseded data were derived.
 CT0557
 CT0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA183899(NAD 83)
 CT0557_MARKER: DR = REFERENCE MARK DISK
 CT0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0557_STAMPING: TYE NO 1 1961
 CT0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0557+STABILITY: SURFACE MOTION
 CT0557
 CT0557  HISTORY     - Date     Condition        Report By
 CT0557  HISTORY     - 1961     MONUMENTED       CGS
 CT0557  HISTORY     - 1969     GOOD             NGS
 CT0557  HISTORY     - 1984     GOOD             NGS
 CT0557  HISTORY     - 20011013 GOOD             USPSQD
 CT0557
 CT0557                          STATION DESCRIPTION
 CT0557
 CT0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CT0557'1.0 MI S FROM TYE.
 CT0557'SOUTH ALONG FARM ROAD 707 0.9 MILE FROM THE CROSSROAD 0.1 MILE WEST OF
 CT0557'THE TYE POST OFFICE, 65 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 26
 CT0557'FEET NORTHWEST OF A FENCE CORNER, 11 FEET SOUTH OF THE CENTERLINE OF A
 CT0557'DRIVEWAY AND 1 FOOT NORTH OF A FENCE.  THE DISK IS SET IN THE TOP OF A
 CT0557'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CT0557
 CT0557                          STATION RECOVERY (1984)
 CT0557
 CT0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0557'RECOVERED IN GOOD CONDITION.
 CT0557
 CT0557                          STATION RECOVERY (2001)
 CT0557
 CT0557'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0427 ***********************************************************************
 CR0427  DESIGNATION -  TYLER
 CR0427  PID         -  CR0427
 CR0427  STATE/COUNTY-  TX/SMITH
 CR0427  USGS QUAD   -  TYLER SOUTH (1973)
 CR0427
 CR0427                         *CURRENT SURVEY CONTROL
 CR0427  ___________________________________________________________________
 CR0427* NAD 83(1986)-  32 21 11.     (N)    095 18 30.     (W)     SCALED    
 CR0427* NAVD 88     -       170.766  (meters)     560.25   (feet)  ADJUSTED  
 CR0427  ___________________________________________________________________
 CR0427  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0427  DYNAMIC HT  -         170.566 (meters)     559.60  (feet)  COMP
 CR0427  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 CR0427
 CR0427  VERT ORDER  -  FIRST     CLASS II
 CR0427
 CR0427.The horizontal coordinates were scaled from a topographic map and have
 CR0427.an estimated accuracy of +/- 6 seconds.
 CR0427
 CR0427.The orthometric height was determined by differential leveling
 CR0427.and adjusted by the National Geodetic Survey in June 1991..
 CR0427
 CR0427.The geoid height was determined by GEOID03.
 CR0427
 CR0427.The dynamic height is computed by dividing the NAVD 88
 CR0427.geopotential number by the normal gravity value computed on the
 CR0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0427.degrees latitude (g = 980.6199 gals.).
 CR0427
 CR0427.The modeled gravity was interpolated from observed gravity values.
 CR0427
 CR0427;                    North         East    Units  Estimated Accuracy
 CR0427;SPC TXNC     - 2,080,680.      900,370.      MT  (+/- 180 meters Scaled)
 CR0427
 CR0427                          SUPERSEDED SURVEY CONTROL
 CR0427
 CR0427  NGVD 29 (??/??/92)  170.790  (m)          560.33   (f) ADJ UNCH    1 2
 CR0427
 CR0427.Superseded values are not recommended for survey control.
 CR0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0427.See file dsdata.txt to determine how the superseded data were derived.
 CR0427
 CR0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR827819(NAD 83)
 CR0427_MARKER: DB = BENCH MARK DISK
 CR0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0427_STAMPING: TYLER 1932 560.150
 CR0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0427+STABILITY: SURFACE MOTION
 CR0427
 CR0427  HISTORY     - Date     Condition        Report By
 CR0427  HISTORY     - 1932     MONUMENTED       CGS
 CR0427  HISTORY     - 1959     GOOD             NGS
 CR0427  HISTORY     - 19910420 GOOD             USPSQD
 CR0427  HISTORY     - 19960420 GOOD             USPSQD
 CR0427
 CR0427                          STATION DESCRIPTION
 CR0427
 CR0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0427'0.6 MI SW FROM TYLER.
 CR0427'ABOUT 0.6 MILE SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0427'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, 8 POLES WEST OF
 CR0427'MILEPOST 547, AT THE OAKWOOD CEMETERY, 32 FEET NORTHWEST OF THE
 CR0427'NORTHWEST RAIL, 10 FEET NORTHWEST OF A FENCE, 8 1/2 FEET EAST OF THE
 CR0427'NORTH CORNER OF A BRICK BUILDING, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 CR0427'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CR0427
 CR0427                          STATION RECOVERY (1991)
 CR0427
 CR0427'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCM)
 CR0427'RECOVERED IN GOOD CONDITION.
 CR0427
 CR0427                          STATION RECOVERY (1996)
 CR0427
 CR0427'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1347 ***********************************************************************
 CR1347  DESIGNATION -  TYLER
 CR1347  PID         -  CR1347
 CR1347  STATE/COUNTY-  TX/SMITH
 CR1347  USGS QUAD   -  TYLER SOUTH (1973)
 CR1347
 CR1347                         *CURRENT SURVEY CONTROL
 CR1347  ___________________________________________________________________
 CR1347* NAD 83(1993)-  32 19 39.59212(N)    095 15 10.23081(W)     ADJUSTED  
 CR1347* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 CR1347  ___________________________________________________________________
 CR1347  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CR1347  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR1347
 CR1347  HORZ ORDER  -  FIRST
 CR1347
 CR1347.The horizontal coordinates were established by classical geodetic methods
 CR1347.and adjusted by the National Geodetic Survey in February 1996..
 CR1347
 CR1347.The orthometric height was scaled from a topographic map.
 CR1347
 CR1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1347
 CR1347.The geoid height was determined by GEOID03.
 CR1347
 CR1347;                    North         East     Units Scale Factor Converg.
 CR1347;SPC TXNC     - 2,078,023.772   905,674.567   MT  0.99995185   +1 46 15.5
 CR1347;SPC TXNC     - 6,817,649.66  2,971,367.31   sFT  0.99995185   +1 46 15.5
 CR1347;UTM  15      - 3,578,985.876   287,943.703   MT  1.00015456   -1 12 18.6
 CR1347
 CR1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1347!SPC TXNC     -   0.99997274  x   0.99995185  =   0.99992459
 CR1347!UTM  15      -   0.99997274  x   1.00015456  =   1.00012729
 CR1347
 CR1347|---------------------------------------------------------------------|
 CR1347| PID    Reference Object                     Distance      Geod. Az  |
 CR1347|                                                           dddmmss.s |
 CR1347| CY2538 TYLER RM 2                           21.549 METERS 07928     |
 CR1347| CY2540 TYLER RM 4                           18.114 METERS 09751     |
 CR1347| CR1287 GENERAL ELECTRIC CORP WATER TK      APPROX. 3.7 KM 1903350.2 |
 CR1347| CY2539 TYLER RM 3                            8.169 METERS 19853     |
 CR1347| CY2536 TYLER AZ MK 2                                      2480651.7 |
 CR1347| CY2535 TYLER AZ MK                                        2481358.2 |
 CR1347| CR1288 TYLER STATE PATROL RADIO MAST       APPROX. 6.3 KM 2811057.6 |
 CR1347| CR1285 TYLER FIRST PRESBYTERIAN CH         APPROX. 4.9 KM 2870015.8 |
 CR1347| CR1289 TYLER PEOPLES NATL BANK FLAG        APPROX. 5.3 KM 2991241.2 |
 CR1347| CR1286 TYLER MUNICIPAL TANK                APPROX. 7.1 KM 2993006.7 |
 CR1347| CR1284 TYLER TELEVISION STA KLTV MAST      APPROX. 3.0 KM 3341506.0 |
 CR1347| CY2537 TYLER RM 1                           28.014 METERS 34203     |
 CR1347|---------------------------------------------------------------------|
 CR1347
 CR1347                          SUPERSEDED SURVEY CONTROL
 CR1347
 CR1347  NAD 83(1986)-  32 19 39.60025(N)    095 15 10.21697(W) AD(       ) 1
 CR1347  NAD 27      -  32 19 39.06690(N)    095 15 09.40010(W) AD(       ) 1
 CR1347
 CR1347.Superseded values are not recommended for survey control.
 CR1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1347.See file dsdata.txt to determine how the superseded data were derived.
 CR1347
 CR1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8794478986(NAD 83)
 CR1347_MARKER: DS = TRIANGULATION STATION DISK
 CR1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1347
 CR1347  HISTORY     - Date     Condition        Report By
 CR1347  HISTORY     - 1950     MONUMENTED       CGS
 CR1347  HISTORY     - 1955     GOOD             CGS
 CR1347  HISTORY     - 1958     GOOD             CGS
 CR1347  HISTORY     - 1969     SEE DESCRIPTION  CGS
 CR1347
 CR1347                          STATION DESCRIPTION
 CR1347
 CR1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1347'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF TYLER AND
 CR1347'ABOUT 1/2 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 64 AND
 CR1347'THE CITY ROUTE OF U.S. HIGHWAY 64, ON A PROMINENT KNOLL,
 CR1347'THE PROPERTY OWNED BY THE REYNOLDS-HUFF CONSTRUCTION CO.
 CR1347'THE FLAT TOP OF THE KNOLL IS CLEARED OF TREES WITH LARGE
 CR1347'OAK TREES AROUND THE OUTSIDE EDGE.  THE MARK IS AT THE WESTERN
 CR1347'EDGE OF THE CLEARING NEAR AN OLD WINDMILL.  IT IS 78 FEET
 CR1347'SOUTHWEST OF A LARGE, LONE OAK TREE AT THE EAST EDGE OF
 CR1347'THE KNOLL, 42 FEET NORTH OF A 3-FOOT OAK TREE, AND 11.5 FEET
 CR1347'SOUTH-SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS SET
 CR1347'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 CR1347'IS STAMPED TYLER 1950.
 CR1347'
 CR1347'REFERENCE MARK NO. 1 IS ON THE NORTHWEST SLOPE OF THE KNOLL
 CR1347'AND ABOUT 3 FEET LOWER THAN THE STATION MARK.  IT IS ABOUT
 CR1347'75 FEET NORTHWEST OF A LARGE OAK TREE NEAR THE EAST EDGE
 CR1347'OF THE KNOLL, 21 FEET NORTH OF THE ROAD TO THE HILLTOP.  IT
 CR1347'IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES,
 CR1347'AND IS STAMPED TYLER NO 1 1950.
 CR1347'
 CR1347'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHEAST EDGE OF
 CR1347'THE KNOLL, 69 FEET EAST OF A WINDMILL, AND 30 FEET NW OF A
 CR1347'2 FOOT OAK TREE.  IT IS SET IN THE TOP OF A CONCRETE POST
 CR1347'WHICH PROJECTS 6 INCHES, AND IS STAMPED TYLER NO 2 1950.
 CR1347'
 CR1347'THE AZIMUTH MARK IS LOCATED ALONG THE WEST SIDE OF A NORTH-SOUTH
 CR1347'GRAVELED ROAD, 30 FEET WEST OF THE CENTER OF THE ROAD, 18
 CR1347'FEET NORTH OF A DRIVEWAY LEADING INTO A FIELD, AND 4.6 FEET
 CR1347'NORTH OF A WHITE WITNESS POST.  IT PROJECTS 4 INCHES, AND
 CR1347'IS STAMPED TYLER 1950.
 CR1347'
 CR1347'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. ROUTE 64
 CR1347'AND CITY ROUTE OF THE SAME HIGHWAY BY GOING SOUTH ON AN
 CR1347'OILED ROAD FOR ABOUT 0.25 MILES TO AN OILED ROAD TO THE
 CR1347'RIGHT.  TURN RIGHT AND FOLLOW OILED ROAD WESTERLY TO THE
 CR1347'TOP OF THE GRADE AND THE MACHINE SHOPS OF THE REYNOLDS-HUFF
 CR1347'CONSTRUCTION CO. ON THE LEFT.  TURN LEFT OR SOUTH AND CONTINUE
 CR1347'SOUTHEASTERLY TO THE TOP OF THE KNOLL AND THE STATION SITE.
 CR1347'
 CR1347'TO REACH THE AZIMUTH MARK FROM THE MACHINE SHOPS MENTIONED
 CR1347'ABOVE, GO WESTERLY FOR ABOUT 0.2 MILE TO A T-INTERSECTION
 CR1347'OF ROADS.  TURN LEFT OR SOUTH ON A GRAVEL ROAD FOR ABOUT
 CR1347'0.15 MILE TO A DRIVEWAY ENTRANCE TO A CULTIVATED FIELD AND
 CR1347'THE MARK ON THE RIGHT AS DESCRIBED ABOVE.
 CR1347'
 CR1347'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR1347
 CR1347                          STATION RECOVERY (1955)
 CR1347
 CR1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CR1347'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION
 CR1347'IS ADEQUATE.
 CR1347
 CR1347                          STATION RECOVERY (1958)
 CR1347
 CR1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1347'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CR1347'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 CR1347'MARK HAD BEEN PLOWED UP.  A NEW AZIMUTH MARK WAS ESTABLISHED
 CR1347'BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS.
 CR1347'
 CR1347'THE STATION IS LOCATED ON A PROMINENT KNOLL WHICH IS USED
 CR1347'AS A JUNK YARD BY THE REYNOLDS-HUFF CONSTRUCTION COMPANY
 CR1347'WHO OWNED THE PROPERTY, ABOUT 3 MILES SOUTHEAST OF TYLER,
 CR1347'78 FEET SOUTHWEST OF A LARGE LONE OAK TREE AT THE EAST EDGE
 CR1347'OF KNOLL, 42 FEET NORTH OF A 36-INCH OAK TREE AND 12 FEET
 CR1347'SOUTH-SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 3
 CR1347'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED TYLER
 CR1347'1950.
 CR1347'
 CR1347'REFERENCE MARK NO. 1 IS 75 FEET NORTHWEST OF A LARGE OAK TREE,
 CR1347'21 FEET NORTH OF THE ROAD LEADING TO THE STATION AND IS ABOUT
 CR1347'3 FEET LOWER THAN THE STATION.  THE MARK PROJECTS 3 INCHES
 CR1347'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED TYLER NO
 CR1347'1 1950.
 CR1347'
 CR1347'REFERENCE MARK NO. 2 IS 70 FEET SOUTH OF A LONE OAK TREE AND
 CR1347'30 FEET NORTH OF A 24-INCH OAK TREE.  THE MARK PROJECTS 4
 CR1347'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED TYLER
 CR1347'NO 2 195A.
 CR1347'
 CR1347'AZIMUTH MARK IS 31 FEET SOUTH OF A POWERLINE POLE AND 25
 CR1347'FEET WEST OF THE CENTER OF OMEN ROAD.  THE MARK PROJECTS
 CR1347'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1347'TYLER 1950 RESET 1958.
 CR1347'
 CR1347'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 CR1347'69 AND STATE HIGHWAY NO. 110 IN THE SOUTHERN PART OF TYLER,
 CR1347'GO SOUTHEAST ON STATE HIGHWAY NO. 110 FOR 2.2 MILES TO LOOP
 CR1347'323, TURN LEFT ON LOOP 323 AND GO NORTHEAST FOR 1.6 MILES
 CR1347'TO TANGLEWOOD ROAD, TURN RIGHT ON TANGLEWOOD ROAD AND GO
 CR1347'0.5 MILE TO OMEN ROAD, TURN RIGHT ON OMEN ROAD AND GO 0.05
 CR1347'MILE TO A DIRT SIDE ROAD ON THE LEFT, TURN LEFT ON DIRT
 CR1347'ROAD AND GO 0.2 MILE TO A LARGE TIN BUILDING ON THE RIGHT
 CR1347'AND A GATE, TURN RIGHT AND PASS THROUGH THE GATE AND FOLLOW
 CR1347'DIRT ROAD FOR 0.1 MILE TO TOP OF KNOLL AND THE STATION AS
 CR1347'DESCRIBED.
 CR1347'
 CR1347'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO OMEN
 CR1347'ROAD, TURN LEFT AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE
 CR1347'RIGHT AS DESCRIBED.
 CR1347'
 CR1347'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER
 CR1347
 CR1347                          STATION RECOVERY (1969)
 CR1347
 CR1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CR1347'THE SURFACE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2
 CR1347'WERE FOUND TO BE DESTROYED.  UNDERGROUND STATION MARK AND
 CR1347'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A SURFACE STATION
 CR1347'MARK AND TWO NEW REFERENCE MARKS WERE SET.  A COMPLETE DESCRIPTION
 CR1347'FOLLOWS--THE STATION IS ABOUT 3 MILES SOUTHEAST OF DOWNTOWN
 CR1347'TYLER, ON TOP OF A KNOLL WHICH HAS BEEN BLADED OFF TO USE
 CR1347'FOR A STORAGE YARD.  LAND IS OWNED BY THE REYNOLDS-HUFF
 CR1347'CONSTRUCTION COMPANY.
 CR1347'
 CR1347'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND
 CR1347'STATE HIGHWAY 110 IN THE SOUTH PART OF TYLER, GO SOUTH ON
 CR1347'STATE HIGHWAY 110 FOR 2.4 MILES TO LOOP 323.  TURN LEFT,
 CR1347'EASTERLY, GO 1.5 MILES TO TANGLEWOOD DR., TURN RIGHT, GO
 CR1347'0.5 MILE TO OLD OMEN ROAD, TURN RIGHT, GO 0.05 MILE TO TRACER
 CR1347'LANE.  (TO REACH AZIMUTH MARK KEEP STRAIGHT AHEAD ON OLD
 CR1347'OMEN ROAD, GO 0.15 MILE TO MARK ON THE RIGHT.) TURN LEFT,
 CR1347'GO 0.1 MILE TO A MACHINE SHOP AND GATE ON THE RIGHT.  PASS
 CR1347'THRU GATE, GO UPHILL, 0.05 MILE TO SUMMIT AND STATION.
 CR1347'
 CR1347'STATION MARKS ARE STANDARD DISKS.  THE SURFACE
 CR1347'DISK, STAMPED TYLER 1950 1969, IS SET IN A 12 IN X 12 IN
 CR1347'CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.  IT IS 45
 CR1347'FEET SOUTH OF AN OAK TREE, 29.5 FEET NORTH OF A WELL CASING,
 CR1347'ABOUT 10 FEET EAST OF THE WEST RIM OF HILL, AND 1 FOOT SOUTHWEST
 CR1347'OF A METAL WITNESS POST.  UNDERGROUND DISK, STAMPED TYLER
 CR1347'1950, IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 24 INCHES
 CR1347'BELOW SURFACE OF GROUND.
 CR1347'
 CR1347'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED TYLER 1950
 CR1347'NO 3 1969, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CR1347'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 21 FEET WEST OF THE
 CR1347'WELL CASING, AND IS ON THE WEST SLOPE OF HILL.
 CR1347'
 CR1347'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED TYLER 1950
 CR1347'NO 4 1969, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CR1347'PROJECTS 3 INCHES.  IT IS 80 FEET SOUTHEAST OF THE OAK TREE,
 CR1347'50 FEET NORTHEAST OF THE WELL CASING, AND IS ON THE SOUTHEAST
 CR1347'RIM OF HILL.
 CR1347'
 CR1347'AZIMUTH MARK, A STANDARD DISK, STAMPED TYLER 1950 RESET
 CR1347'1958, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 CR1347'3 INCHES ABOVE GROUND.  IT IS 25 FEET WEST OF THE CENTER
 CR1347'OF OLD OMEN ROAD, 31 FEET SOUTH OF A POWER LINE POLE, AND
 CR1347'IS AT THE EAST EDGE OF A LAWN AT HOUSE NUMBER 2125.
 CR1347'
 CR1347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 CR1347'MILES SOUTHEAST OF TYLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0428 ***********************************************************************
 CR0428  DESIGNATION -  TYLER 2
 CR0428  PID         -  CR0428
 CR0428  STATE/COUNTY-  TX/SMITH
 CR0428  USGS QUAD   -  TYLER SOUTH (1973)
 CR0428
 CR0428                         *CURRENT SURVEY CONTROL
 CR0428  ___________________________________________________________________
 CR0428* NAD 83(1986)-  32 21 11.     (N)    095 18 30.     (W)     SCALED    
 CR0428* NAVD 88     -       165.450  (meters)     542.81   (feet)  ADJUSTED  
 CR0428  ___________________________________________________________________
 CR0428  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0428  DYNAMIC HT  -         165.256 (meters)     542.18  (feet)  COMP
 CR0428  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 CR0428
 CR0428  VERT ORDER  -  FIRST     CLASS II
 CR0428
 CR0428.The horizontal coordinates were scaled from a topographic map and have
 CR0428.an estimated accuracy of +/- 6 seconds.
 CR0428
 CR0428.The orthometric height was determined by differential leveling
 CR0428.and adjusted by the National Geodetic Survey in June 1991..
 CR0428
 CR0428.The geoid height was determined by GEOID03.
 CR0428
 CR0428.The dynamic height is computed by dividing the NAVD 88
 CR0428.geopotential number by the normal gravity value computed on the
 CR0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0428.degrees latitude (g = 980.6199 gals.).
 CR0428
 CR0428.The modeled gravity was interpolated from observed gravity values.
 CR0428
 CR0428;                    North         East    Units  Estimated Accuracy
 CR0428;SPC TXNC     - 2,080,680.      900,370.      MT  (+/- 180 meters Scaled)
 CR0428
 CR0428                          SUPERSEDED SURVEY CONTROL
 CR0428
 CR0428  NGVD 29 (??/??/92)  165.474  (m)          542.89   (f) ADJ UNCH    1 2
 CR0428
 CR0428.Superseded values are not recommended for survey control.
 CR0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0428.See file dsdata.txt to determine how the superseded data were derived.
 CR0428
 CR0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR827819(NAD 83)
 CR0428_MARKER: DR = REFERENCE MARK DISK
 CR0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0428_STAMPING: TYLER NO 2 1939
 CR0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0428+STABILITY: SURFACE MOTION
 CR0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0428+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0428
 CR0428  HISTORY     - Date     Condition        Report By
 CR0428  HISTORY     - 1939     MONUMENTED       CGS
 CR0428  HISTORY     - 1959     GOOD             NGS
 CR0428  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0428  HISTORY     - 19960420 GOOD             USPSQD
 CR0428  HISTORY     - 20050712 GOOD             USPSQD
 CR0428
 CR0428                          STATION DESCRIPTION
 CR0428
 CR0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0428'0.55 MI SW FROM TYLER.
 CR0428'ABOUT 0.4 MILE SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0428'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER TO THE NORTH BONNER
 CR0428'AVENUE UNDERPASS, THENCE ABOUT 0.15 MILE SOUTH ALONG NORTH BONNER
 CR0428'AVENUE, AT THE SOUTHEAST CORNER OF THE CITY HALL, 128 FEET EAST OF THE
 CR0428'CENTER LINE OF NORTH BORDER AVENUE, 104 FEET WEST OF THE CENTER LINE
 CR0428'OF NORTH BONNER AVENUE, 4 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 CR0428'CITY HALL BUILDING, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 CR0428'INCHES.
 CR0428
 CR0428                          STATION RECOVERY (1991)
 CR0428
 CR0428'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCM)
 CR0428'MARK NOT FOUND.
 CR0428
 CR0428                          STATION RECOVERY (1996)
 CR0428
 CR0428'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0428'RECOVERED IN GOOD CONDITION.
 CR0428
 CR0428                          STATION RECOVERY (2005)
 CR0428
 CR0428'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0428'VERY GOOD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5394 ***********************************************************************
 DG5394  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5394  DESIGNATION -  TYLER CORS ARP
 DG5394  CORS_ID     -  TXTY
 DG5394  PID         -  DG5394
 DG5394  STATE/COUNTY-  TX/SMITH
 DG5394  USGS QUAD   -  SALINE BAY (1973)
 DG5394
 DG5394                         *CURRENT SURVEY CONTROL
 DG5394  ___________________________________________________________________
 DG5394* NAD 83(CORS)-  32 14 58.59755(N)    095 23 36.96827(W)     ADJUSTED  
 DG5394* NAVD 88     -                                                        
 DG5394  ___________________________________________________________________
 DG5394  EPOCH DATE  -        2002.00
 DG5394  X           -    -507,532.158 (meters)                     COMP
 DG5394  Y           -  -5,375,535.926 (meters)                     COMP
 DG5394  Z           -   3,383,937.350 (meters)                     COMP
 DG5394  ELLIP HEIGHT-         121.39  (meters)          (05/??/04) GPS OBS
 DG5394  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DG5394
 DG5394  HORZ ORDER  -  SPECIAL (CORS)
 DG5394  ELLP ORDER  -  SPECIAL (CORS)
 DG5394
 DG5394.ITRF positions are available for this station.
 DG5394.The coordinates were established by GPS observations
 DG5394.and adjusted by the National Geodetic Survey in May 2004..
 DG5394.The coordinates are valid at the epoch date displayed above.
 DG5394.The epoch date for horizontal control is a decimal equivalence
 DG5394.of Year/Month/Day.
 DG5394
 DG5394
 DG5394.The PID for the CORS L1 Phase Center is DG5395.
 DG5394
 DG5394.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5394
 DG5394.The ellipsoidal height was determined by GPS observations
 DG5394.and is referenced to NAD 83.
 DG5394
 DG5394.The geoid height was determined by GEOID03.
 DG5394
 DG5394;                    North         East     Units Scale Factor Converg.
 DG5394;SPC TXNC     - 2,068,971.641   892,683.785   MT  0.99996982   +1 41 39.2
 DG5394;SPC TXNC     - 6,787,951.13  2,928,746.72   sFT  0.99996982   +1 41 39.2
 DG5394
 DG5394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5394!SPC TXNC     -   0.99998094  x   0.99996982  =   0.99995076
 DG5394
 DG5394                          SUPERSEDED SURVEY CONTROL
 DG5394
 DG5394.No superseded survey control is available for this station.
 DG5394
 DG5394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7449870618(NAD 83)
 DG5394_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5394
 DG5394                          STATION DESCRIPTION
 DG5394
 DG5394'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5394'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5394'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5394'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5394'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5394'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5395 ***********************************************************************
 DG5395  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5395  DESIGNATION -  TYLER CORS L1 PHASE CENTER
 DG5395  CORS_ID     -  TXTY
 DG5395  PID         -  DG5395
 DG5395  STATE/COUNTY-  TX/SMITH
 DG5395  USGS QUAD   -  SALINE BAY (1973)
 DG5395
 DG5395                         *CURRENT SURVEY CONTROL
 DG5395  ___________________________________________________________________
 DG5395* NAD 83(CORS)-  32 14 58.59756(N)    095 23 36.96825(W)     ADJUSTED  
 DG5395* NAVD 88     -                                                        
 DG5395  ___________________________________________________________________
 DG5395  EPOCH DATE  -        2002.00
 DG5395  X           -    -507,532.163 (meters)                     COMP
 DG5395  Y           -  -5,375,535.985 (meters)                     COMP
 DG5395  Z           -   3,383,937.388 (meters)                     COMP
 DG5395  ELLIP HEIGHT-         121.46  (meters)          (05/??/04) GPS OBS
 DG5395  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DG5395
 DG5395  HORZ ORDER  -  SPECIAL (CORS)
 DG5395  ELLP ORDER  -  SPECIAL (CORS)
 DG5395
 DG5395.ITRF positions are available for this station.
 DG5395.The coordinates were established by GPS observations
 DG5395.and adjusted by the National Geodetic Survey in May 2004..
 DG5395.The coordinates are valid at the epoch date displayed above.
 DG5395.The epoch date for horizontal control is a decimal equivalence
 DG5395.of Year/Month/Day.
 DG5395
 DG5395
 DG5395.The PID for the CORS ARP is DG5394.
 DG5395
 DG5395.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5395
 DG5395.The ellipsoidal height was determined by GPS observations
 DG5395.and is referenced to NAD 83.
 DG5395
 DG5395.The geoid height was determined by GEOID03.
 DG5395
 DG5395;                    North         East     Units Scale Factor Converg.
 DG5395;SPC TXNC     - 2,068,971.641   892,683.785   MT  0.99996982   +1 41 39.2
 DG5395;SPC TXNC     - 6,787,951.13  2,928,746.72   sFT  0.99996982   +1 41 39.2
 DG5395
 DG5395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5395!SPC TXNC     -   0.99998093  x   0.99996982  =   0.99995075
 DG5395
 DG5395                          SUPERSEDED SURVEY CONTROL
 DG5395
 DG5395.No superseded survey control is available for this station.
 DG5395
 DG5395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7449870618(NAD 83)
 DG5395_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5395
 DG5395                          STATION DESCRIPTION
 DG5395
 DG5395'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5395'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5395'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5395'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5395'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5395'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1285 ***********************************************************************
 CR1285  DESIGNATION -  TYLER FIRST PRESBYTERIAN CH
 CR1285  PID         -  CR1285
 CR1285  STATE/COUNTY-  TX/SMITH
 CR1285  USGS QUAD   -  TYLER SOUTH (1973)
 CR1285
 CR1285                         *CURRENT SURVEY CONTROL
 CR1285  ___________________________________________________________________
 CR1285* NAD 83(1993)-  32 20 25.97250(N)    095 18 09.01301(W)     ADJUSTED  
 CR1285* NAVD 88     -                                                        
 CR1285  ___________________________________________________________________
 CR1285  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CR1285  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR1285
 CR1285  HORZ ORDER  -  THIRD
 CR1285
 CR1285.The horizontal coordinates were established by classical geodetic methods
 CR1285.and adjusted by the National Geodetic Survey in February 1996..
 CR1285
 CR1285
 CR1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1285
 CR1285.The geoid height was determined by GEOID03.
 CR1285
 CR1285;                    North         East     Units Scale Factor Converg.
 CR1285;SPC TXNC     - 2,079,308.323   900,957.589   MT  0.99994906   +1 44 38.0
 CR1285;SPC TXNC     - 6,821,864.06  2,955,891.69   sFT  0.99994906   +1 44 38.0
 CR1285;UTM  15      - 3,580,513.930   283,298.776   MT  1.00017912   -1 13 55.9
 CR1285
 CR1285                          SUPERSEDED SURVEY CONTROL
 CR1285
 CR1285  NAD 83(1986)-  32 20 25.98062(N)    095 18 08.99902(W) AD(       ) 4
 CR1285  NAD 27      -  32 20 25.45000(N)    095 18 08.17600(W) AD(       ) 3
 CR1285
 CR1285.Superseded values are not recommended for survey control.
 CR1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1285.See file dsdata.txt to determine how the superseded data were derived.
 CR1285
 CR1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8329980514(NAD 83)
 CR1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1285+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 CR1285
 CR1285  HISTORY     - Date     Condition        Report By
 CR1285  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1285  HISTORY     - 1955     GOOD             CGS
 CR1285  HISTORY     - 19960420 GOOD             USPSQD
 CR1285  HISTORY     - 20040216 GOOD             USPSQD
 CR1285
 CR1285                          STATION DESCRIPTION
 CR1285
 CR1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1285'STATION IS LOCATED IN THE SOUTH CENTRAL PART OF TYLER AT
 CR1285'THE INTERSECTION OF RUSK AND SOUTH COLLEGE STREETS.  STATION
 CR1285'IS A LARGE BRICK BUILDING WITH THE STEEPLE ON THE NORTH
 CR1285'SIDE.  STATION IS ABOUT 200 FEET HIGH.
 CR1285'
 CR1285'THE POINT INTERSECTED WAS THE TOP OF STEEPLE.
 CR1285'
 CR1285'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN TYLER GO
 CR1285'SOUTH ON SOUTH COLLEGE STREET FOR 0.65 MILE TO STATION AS
 CR1285'DESCRIBED.
 CR1285
 CR1285                          STATION RECOVERY (1955)
 CR1285
 CR1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CR1285'STATION RECOVERED AS DESCRIBED.
 CR1285
 CR1285                          STATION RECOVERY (1996)
 CR1285
 CR1285'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1285'RECOVERED IN GOOD CONDITION.
 CR1285
 CR1285                          STATION RECOVERY (2004)
 CR1285
 CR1285'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR1285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1286 ***********************************************************************
 CR1286  DESIGNATION -  TYLER MUNICIPAL TANK
 CR1286  PID         -  CR1286
 CR1286  STATE/COUNTY-  TX/SMITH
 CR1286  USGS QUAD   -  TYLER SOUTH (1973)
 CR1286
 CR1286                         *CURRENT SURVEY CONTROL
 CR1286  ___________________________________________________________________
 CR1286* NAD 83(1993)-  32 21 33.28133(N)    095 19 07.08906(W)     ADJUSTED  
 CR1286* NAVD 88     -                                                        
 CR1286  ___________________________________________________________________
 CR1286  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CR1286  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR1286
 CR1286  HORZ ORDER  -  THIRD
 CR1286
 CR1286.The horizontal coordinates were established by classical geodetic methods
 CR1286.and adjusted by the National Geodetic Survey in February 1996..
 CR1286
 CR1286
 CR1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1286
 CR1286.The geoid height was determined by GEOID03.
 CR1286
 CR1286;                    North         East     Units Scale Factor Converg.
 CR1286;SPC TXNC     - 2,081,334.518   899,376.867   MT  0.99994510   +1 44 06.4
 CR1286;SPC TXNC     - 6,828,511.66  2,950,705.60   sFT  0.99994510   +1 44 06.4
 CR1286;UTM  15      - 3,582,619.965   281,825.046   MT  1.00018703   -1 14 29.3
 CR1286
 CR1286                          SUPERSEDED SURVEY CONTROL
 CR1286
 CR1286  NAD 83(1986)-  32 21 33.28937(N)    095 19 07.07507(W) AD(       ) 4
 CR1286  NAD 27      -  32 21 32.76200(N)    095 19 06.24800(W) AD(       ) 3
 CR1286
 CR1286.Superseded values are not recommended for survey control.
 CR1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1286.See file dsdata.txt to determine how the superseded data were derived.
 CR1286
 CR1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8182582620(NAD 83)
 CR1286_MARKER: 53 = ELEVATED TANK
 CR1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1286+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 CR1286
 CR1286  HISTORY     - Date     Condition        Report By
 CR1286  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1286  HISTORY     - 1955     GOOD             CGS
 CR1286  HISTORY     - 1966     GOOD             CGS
 CR1286  HISTORY     - 19960420 GOOD             USPSQD
 CR1286  HISTORY     - 20040216 GOOD             USPSQD
 CR1286
 CR1286                          STATION DESCRIPTION
 CR1286
 CR1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1286'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE MAIN PART
 CR1286'OF THE CITY OF TYLER ON THE HIGHEST POINT OF A SMALL RIDGE.
 CR1286'STATION IS FLAT AND OVAL SHAPED, ABOUT 80 FEET HIGH, WITH
 CR1286'TWELVE LEGS AND OF STEEL CONSTRUCTION.  STATION IS PAINTED
 CR1286'SILVER.  A STEEL WIRE FENCE ENCLOSES STATION.
 CR1286'
 CR1286'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CR1286'
 CR1286'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN TYLER
 CR1286'GO WEST, SOUTH AND WEST ON STATE ROUTE 31 FOR 1.05 MILES TO
 CR1286'JUNCTION OF U.S. HIGHWAY 69.  TURN RIGHT AND GO NORTH ON
 CR1286'U.S. HIGHWAY 69 FOR 0.6 MILE TO TOP OF HILL AND STATION ON
 CR1286'RIGHT AS DESCRIBED.
 CR1286
 CR1286                          STATION RECOVERY (1955)
 CR1286
 CR1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CR1286'STATION RECOVERED AS DESCRIBED.
 CR1286
 CR1286                          STATION RECOVERY (1966)
 CR1286
 CR1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CR1286'STATION RECOVERED AS DESCRIBED.
 CR1286'
 CR1286'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 CR1286
 CR1286                          STATION RECOVERY (1996)
 CR1286
 CR1286'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1286'RECOVERED IN GOOD CONDITION.
 CR1286
 CR1286                          STATION RECOVERY (2004)
 CR1286
 CR1286'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1289 ***********************************************************************
 CR1289  DESIGNATION -  TYLER PEOPLES NATL BANK FLAG
 CR1289  PID         -  CR1289
 CR1289  STATE/COUNTY-  TX/SMITH
 CR1289  USGS QUAD   -  TYLER SOUTH (1973)
 CR1289
 CR1289                         *CURRENT SURVEY CONTROL
 CR1289  ___________________________________________________________________
 CR1289* NAD 83(1993)-  32 21 03.25374(N)    095 18 06.57013(W)     ADJUSTED  
 CR1289* NAVD 88     -                                                        
 CR1289  ___________________________________________________________________
 CR1289  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CR1289  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR1289
 CR1289  HORZ ORDER  -  THIRD
 CR1289
 CR1289.The horizontal coordinates were established by classical geodetic methods
 CR1289.and adjusted by the National Geodetic Survey in February 1996..
 CR1289
 CR1289
 CR1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1289
 CR1289.The geoid height was determined by GEOID03.
 CR1289
 CR1289;                    North         East     Units Scale Factor Converg.
 CR1289;SPC TXNC     - 2,080,458.071   900,986.485   MT  0.99994685   +1 44 39.4
 CR1289;SPC TXNC     - 6,825,636.19  2,955,986.49   sFT  0.99994685   +1 44 39.4
 CR1289;UTM  15      - 3,581,660.892   283,387.351   MT  1.00017865   -1 13 55.9
 CR1289
 CR1289                          SUPERSEDED SURVEY CONTROL
 CR1289
 CR1289  NAD 83(1986)-  32 21 03.26182(N)    095 18 06.55617(W) AD(       ) 4
 CR1289  NAD 27      -  32 21 02.73400(N)    095 18 05.73400(W) AD(       ) 3
 CR1289
 CR1289.Superseded values are not recommended for survey control.
 CR1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1289.See file dsdata.txt to determine how the superseded data were derived.
 CR1289
 CR1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8338781661(NAD 83)
 CR1289_MARKER: 62 = FLAGPOLE
 CR1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1289+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 CR1289
 CR1289  HISTORY     - Date     Condition        Report By
 CR1289  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1289  HISTORY     - 1955     GOOD             CGS
 CR1289  HISTORY     - 19960420 GOOD             USPSQD
 CR1289  HISTORY     - 20040216 GOOD             USPSQD
 CR1289
 CR1289                          STATION DESCRIPTION
 CR1289
 CR1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1289'STATION IS LOCATED ON THE NORTHWEST CORNER OF THE SQUARE
 CR1289'IN TYLER AND IS THE TALLEST BUILDING IN THE CITY.  THE FLAG
 CR1289'POLE IS ATOP THE BUILDING.
 CR1289'
 CR1289'THE POINT INTERSECTED WAS THE TOP OF THE FLAG POLE.
 CR1289
 CR1289                          STATION RECOVERY (1955)
 CR1289
 CR1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CR1289'STATION RECOVERED AS DESCRIBED.
 CR1289
 CR1289                          STATION RECOVERY (1996)
 CR1289
 CR1289'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1289'RECOVERED IN GOOD CONDITION.
 CR1289
 CR1289                          STATION RECOVERY (2004)
 CR1289
 CR1289'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR1289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1288 ***********************************************************************
 CR1288  DESIGNATION -  TYLER STATE PATROL RADIO MAST
 CR1288  PID         -  CR1288
 CR1288  STATE/COUNTY-  TX/SMITH
 CR1288  USGS QUAD   -  TYLER SOUTH (1973)
 CR1288
 CR1288                         *CURRENT SURVEY CONTROL
 CR1288  ___________________________________________________________________
 CR1288* NAD 83(1993)-  32 20 19.24281(N)    095 19 06.84902(W)     ADJUSTED  
 CR1288* NAVD 88     -                                                        
 CR1288  ___________________________________________________________________
 CR1288  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CR1288  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR1288
 CR1288  HORZ ORDER  -  THIRD
 CR1288
 CR1288.The horizontal coordinates were established by classical geodetic methods
 CR1288.and adjusted by the National Geodetic Survey in February 1996..
 CR1288
 CR1288
 CR1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1288
 CR1288.The geoid height was determined by GEOID03.
 CR1288
 CR1288;                    North         East     Units Scale Factor Converg.
 CR1288;SPC TXNC     - 2,079,055.221   899,452.192   MT  0.99994946   +1 44 06.5
 CR1288;SPC TXNC     - 6,821,033.67  2,950,952.73   sFT  0.99994946   +1 44 06.5
 CR1288;UTM  15      - 3,580,339.285   281,781.914   MT  1.00018726   -1 14 26.7
 CR1288
 CR1288                          SUPERSEDED SURVEY CONTROL
 CR1288
 CR1288  NAD 83(1986)-  32 20 19.25096(N)    095 19 06.83517(W) AD(       ) 4
 CR1288  NAD 27      -  32 20 18.72100(N)    095 19 06.00900(W) AD(       ) 3
 CR1288
 CR1288.Superseded values are not recommended for survey control.
 CR1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1288.See file dsdata.txt to determine how the superseded data were derived.
 CR1288
 CR1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8178280339(NAD 83)
 CR1288_MARKER: 42 = RADIO/TV MAST
 CR1288
 CR1288  HISTORY     - Date     Condition        Report By
 CR1288  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1288  HISTORY     - 1955     GOOD             CGS
 CR1288  HISTORY     - 1966     GOOD             CGS
 CR1288  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR1288  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 CR1288
 CR1288                          STATION DESCRIPTION
 CR1288
 CR1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1288'STATION IS LOCATED AT THE SOUTHWEST EDGE OF TYLER IN A LARGE
 CR1288'OPEN FIELD.  STATION IS 312 FEET HIGH, OF STEEL CONSTRUCTION
 CR1288'AND PAINTED RED.  STATION IS JUST SOUTH OF THE CONTROL BUILDING.
 CR1288'
 CR1288'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 CR1288'
 CR1288'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN TYLER GO
 CR1288'WEST, SOUTH AND WEST ON STATE ROUTE 31 FOR 1.05 MILES TO STOP
 CR1288'LIGHT.  TURN LEFT AND GO SOUTH ON SOUTH GLENWOOD ST. FOR
 CR1288'0.85 MILE TO WEST CONNALLY ST.  TURN RIGHT AND FOLLOW MAIN
 CR1288'GRAVEL ROAD WESTERLY FOR 0.45 MILE TO STATION AS DESCRIBED.
 CR1288
 CR1288                          STATION RECOVERY (1955)
 CR1288
 CR1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CR1288'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  CALL
 CR1288'LETTERS OF THE RADIO STATION HAS BEEN CHANGED TO KKI 414
 CR1288'(FREQ. 42.90 MC)
 CR1288
 CR1288                          STATION RECOVERY (1966)
 CR1288
 CR1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CR1288'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 CR1288
 CR1288                          STATION RECOVERY (1996)
 CR1288
 CR1288'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1288'MARK NOT FOUND.
 CR1288
 CR1288                          STATION RECOVERY (2004)
 CR1288
 CR1288'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CR1288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1284 ***********************************************************************
 CR1284  DESIGNATION -  TYLER TELEVISION STA KLTV MAST
 CR1284  PID         -  CR1284
 CR1284  STATE/COUNTY-  TX/SMITH
 CR1284  USGS QUAD   -  TYLER SOUTH (1973)
 CR1284
 CR1284                         *CURRENT SURVEY CONTROL
 CR1284  ___________________________________________________________________
 CR1284* NAD 83(1993)-  32 21 06.87317(N)    095 15 59.82489(W)     ADJUSTED  
 CR1284* NAVD 88     -                                                        
 CR1284  ___________________________________________________________________
 CR1284  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CR1284  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR1284
 CR1284  HORZ ORDER  -  THIRD
 CR1284
 CR1284.The horizontal coordinates were established by classical geodetic methods
 CR1284.and adjusted by the National Geodetic Survey in February 1996..
 CR1284
 CR1284
 CR1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1284
 CR1284.The geoid height was determined by GEOID03.
 CR1284
 CR1284;                    North         East     Units Scale Factor Converg.
 CR1284;SPC TXNC     - 2,080,670.929   904,295.414   MT  0.99994664   +1 45 48.5
 CR1284;SPC TXNC     - 6,826,334.54  2,966,842.54   sFT  0.99994664   +1 45 48.5
 CR1284;UTM  15      - 3,581,701.643   286,703.609   MT  1.00016106   -1 12 48.1
 CR1284
 CR1284                          SUPERSEDED SURVEY CONTROL
 CR1284
 CR1284  NAD 83(1986)-  32 21 06.88151(N)    095 15 59.81113(W) AD(       ) 4
 CR1284  NAD 27      -  32 21 06.34100(N)    095 15 58.98700(W) AD(       ) 3
 CR1284
 CR1284.Superseded values are not recommended for survey control.
 CR1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1284.See file dsdata.txt to determine how the superseded data were derived.
 CR1284
 CR1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8670481702(NAD 83)
 CR1284_MARKER: 42 = RADIO/TV MAST
 CR1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1284+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 CR1284
 CR1284  HISTORY     - Date     Condition        Report By
 CR1284  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1284  HISTORY     - 19960420 GOOD             USPSQD
 CR1284  HISTORY     - 20040815 GOOD             USPSQD
 CR1284
 CR1284                          STATION DESCRIPTION
 CR1284
 CR1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1284'STATION IS LOCATED IN THE SOUTHEAST PART OF TYLER.  IT IS
 CR1284'ABOUT 500 FEET SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 CR1284'NUMBER 31 AND LOOP 323.  IT IS A STEEL MAST 497 FEET IN
 CR1284'HEIGHT.
 CR1284'
 CR1284'THE TOP OF THE MAST WAS THE POINT INTERSECTED.
 CR1284
 CR1284                          STATION RECOVERY (1996)
 CR1284
 CR1284'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1284'RECOVERED IN GOOD CONDITION.
 CR1284
 CR1284                          STATION RECOVERY (2004)
 CR1284
 CR1284'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CR1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2154 ***********************************************************************
 AN2154  DESIGNATION -  TYNAN
 AN2154  PID         -  AN2154
 AN2154  STATE/COUNTY-  TX/BEE
 AN2154  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN2154
 AN2154                         *CURRENT SURVEY CONTROL
 AN2154  ___________________________________________________________________
 AN2154* NAD 83(1993)-  28 11 12.03058(N)    097 44 24.62180(W)     ADJUSTED  
 AN2154* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 AN2154  ___________________________________________________________________
 AN2154  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AN2154  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN2154
 AN2154  HORZ ORDER  -  SECOND
 AN2154
 AN2154.The horizontal coordinates were established by classical geodetic methods
 AN2154.and adjusted by the National Geodetic Survey in February 1996..
 AN2154
 AN2154.The orthometric height was scaled from a topographic map.
 AN2154
 AN2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2154
 AN2154.The geoid height was determined by GEOID03.
 AN2154
 AN2154;                    North         East     Units Scale Factor Converg.
 AN2154;SPC TXSC     - 4,039,828.606   723,710.066   MT  1.00006225   +0 37 01.9
 AN2154;SPC TXSC     -13,254,004.35  2,374,372.11   sFT  1.00006225   +0 37 01.9
 AN2154;SPC TX S     - 5,279,441.033   374,616.485   MT  1.00010854   +0 20 41.9
 AN2154;SPC TX S     -17,320,966.12  1,229,054.25   sFT  1.00010854   +0 20 41.9
 AN2154;UTM  14      - 3,118,523.853   623,660.834   MT  0.99978874   +0 35 42.5
 AN2154
 AN2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2154!SPC TXSC     -   0.99999606  x   1.00006225  =   1.00005831
 AN2154!SPC TX S     -   0.99999606  x   1.00010854  =   1.00010460
 AN2154!UTM  14      -   0.99999606  x   0.99978874  =   0.99978481
 AN2154
 AN2154:                Primary Azimuth Mark                     Grid Az
 AN2154:SPC TXSC     -  S 334                                    039 15 02.4
 AN2154:SPC TX S     -  S 334                                    039 31 22.4
 AN2154:UTM  14      -  S 334                                    039 16 21.8
 AN2154
 AN2154|---------------------------------------------------------------------|
 AN2154| PID    Reference Object                     Distance      Geod. Az  |
 AN2154|                                                           dddmmss.s |
 AN2154| AN1565 S 334                                              0395204.3 |
 AN2154| CV5670 TYNAN RM 1                           19.362 METERS 05544     |
 AN2154| CV5671 TYNAN RM 2                           16.130 METERS 20424     |
 AN2154|---------------------------------------------------------------------|
 AN2154
 AN2154                          SUPERSEDED SURVEY CONTROL
 AN2154
 AN2154  NAD 83(1986)-  28 11 12.03781(N)    097 44 24.60293(W) AD(       ) 2
 AN2154  NAD 27      -  28 11 11.01200(N)    097 44 23.61300(W) AD(       ) 2
 AN2154
 AN2154.Superseded values are not recommended for survey control.
 AN2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2154.See file dsdata.txt to determine how the superseded data were derived.
 AN2154
 AN2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2366118524(NAD 83)
 AN2154_MARKER: DS = TRIANGULATION STATION DISK
 AN2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2154
 AN2154  HISTORY     - Date     Condition        Report By
 AN2154  HISTORY     - 1953     MONUMENTED       CGS
 AN2154
 AN2154                          STATION DESCRIPTION
 AN2154
 AN2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2154'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF BEEVILLE,
 AN2154'5.6 MILES SOUTHWEST OF SKIDMORE, 1.8 MILES NORTHEAST OF THE
 AN2154'RAILROAD STATION IN TYNAN, 110 FEET SOUTHEAST OF THE CENTER
 AN2154'LINE OF U.S. HIGHWAY 59, 21 FEET SOUTHEAST OF A RAILROAD TRACK,
 AN2154'10 FEET SOUTH OF A WITNESS POST, AND 1 FOOT NORTHEAST OF
 AN2154'A DIM TRACK ROAD.
 AN2154'
 AN2154'TO REACH THE STATION FROM THE RAILROAD STATION IN TYNAN.
 AN2154'GO NORTHEAST ON U.S. HIGHWAY 59 FOR 1.8 MILES TO THE STATION
 AN2154'ON THE RIGHT, SOUTHEAST SIDE OF THE ROAD.  TO REACH THE
 AN2154'AZIMUTH MARK FROM THE STATION.  GO NORTHEAST ON U.S. HIGHWAY
 AN2154'59 FOR 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 AN2154'
 AN2154'THE STATION MARK, STAMPED TYNAN 1952, IS A STANDARD DISK
 AN2154'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.
 AN2154'
 AN2154'REFERENCE MARK NO. 1, STAMPED TYNAN NO 1 1952, IS A STANDARD
 AN2154'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2154'IT IS 36 FEET SOUTHEAST OF A RAILROAD TRACK AND 9 FEET SOUTHEAST
 AN2154'OF A DIM TRACK ROAD.
 AN2154'
 AN2154'REFERENCE MARK NO. 2, STAMPED TYNAN NO 2 1952, IS A STANDARD
 AN2154'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2154'IT IS 32 FEET SOUTHEAST OF A RAILROAD TRACK, 8 FEET SOUTHEAST
 AN2154'OF A DIM TRACK ROAD, AND 1.5 FEET NORTHEAST OF A TELEPHONE
 AN2154'POLE.
 AN2154'
 AN2154'THE AZIMUTH MARK IS A USC AND GS BENCH MARK DISK STAMPED S 334
 AN2154'1935, AND IS SET IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT
 AN2154'OF A CONCRETE RAILWAY BRIDGE.  IT IS 105 FEET SOUTHEAST
 AN2154'OF THE CENTER LINE OF U.S. HIGHWAY 59, 15 FEET SOUTHEAST
 AN2154'OF A RAILROAD TRACK, AND 3 FEET SOUTH OF A WITNESS POST.
 AN2154'
 AN2154'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2806 ***********************************************************************
 AB2806  PACS        -  This is a Primary Airport Control Station.
 AB2806  DESIGNATION -  TYR A
 AB2806  PID         -  AB2806
 AB2806  STATE/COUNTY-  TX/SMITH
 AB2806  USGS QUAD   -  CHANDLER (1973)
 AB2806
 AB2806                         *CURRENT SURVEY CONTROL
 AB2806  ___________________________________________________________________
 AB2806* NAD 83(1993)-  32 21 22.36395(N)    095 24 03.18968(W)     ADJUSTED  
 AB2806* NAVD 88     -       162.07   (meters)     531.7    (feet)  GPS OBS   
 AB2806  ___________________________________________________________________
 AB2806  X           -    -507,622.054 (meters)                     COMP
 AB2806  Y           -  -5,369,194.195 (meters)                     COMP
 AB2806  Z           -   3,393,937.044 (meters)                     COMP
 AB2806  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AB2806  ELLIP HEIGHT-         135.84  (meters)          (10/24/00) GPS OBS
 AB2806  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AB2806
 AB2806  HORZ ORDER  -  B
 AB2806  ELLP ORDER  -  FOURTH    CLASS II
 AB2806
 AB2806.This mark is at Tyler Pounds Fld (TYR) Airport (TYR)
 AB2806
 AB2806.The horizontal coordinates were established by GPS observations
 AB2806.and adjusted by the National Geodetic Survey in February 1996..
 AB2806
 AB2806.The orthometric height was determined by GPS observations and a
 AB2806.high-resolution geoid model.
 AB2806
 AB2806.GPS derived orthometric heights for airport stations designated as
 AB2806.PACS or SACS are published to 2 decimal places.  This maintains
 AB2806.centimeter relative accuracy between the PACS and SACS.  It does
 AB2806.not indicate centimeter accuracy relative to other marks which are
 AB2806.part of the NAVD 88 network.
 AB2806
 AB2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2806
 AB2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2806
 AB2806.The ellipsoidal height was determined by GPS observations
 AB2806.and is referenced to NAD 83.
 AB2806
 AB2806.The geoid height was determined by GEOID03.
 AB2806
 AB2806;                    North         East     Units Scale Factor Converg.
 AB2806;SPC TXNC     - 2,080,767.024   891,649.048   MT  0.99994573   +1 41 24.9
 AB2806;SPC TXNC     - 6,826,649.81  2,925,351.92   sFT  0.99994573   +1 41 24.9
 AB2806;UTM  15      - 3,582,454.423   274,076.150   MT  1.00022947   -1 17 07.6
 AB2806
 AB2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2806!SPC TXNC     -   0.99997867  x   0.99994573  =   0.99992440
 AB2806!UTM  15      -   0.99997867  x   1.00022947  =   1.00020814
 AB2806
 AB2806:                Primary Azimuth Mark                     Grid Az
 AB2806:SPC TXNC     -  TYR D                                    089 13 16.0
 AB2806:UTM  15      -  TYR D                                    092 11 48.5
 AB2806
 AB2806|---------------------------------------------------------------------|
 AB2806| PID    Reference Object                     Distance      Geod. Az  |
 AB2806|                                                           dddmmss.s |
 AB2806| AB5978 TYR D                               409.914 METERS 0905440.9 |
 AB2806| AB5977 TYR B                               APPROX. 0.5 KM 2273058.8 |
 AB2806| AC6573 TYR AP STA A2                       APPROX. 0.7 KM 3285314.1 |
 AB2806|---------------------------------------------------------------------|
 AB2806
 AB2806                          SUPERSEDED SURVEY CONTROL
 AB2806
 AB2806  ELLIP H (02/20/96)  135.87   (m)                       GP(       ) 1 1
 AB2806
 AB2806.Superseded values are not recommended for survey control.
 AB2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2806.See file dsdata.txt to determine how the superseded data were derived.
 AB2806
 AB2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7407682454(NAD 83)
 AB2806_MARKER: I = METAL ROD
 AB2806_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2806_STAMPING: FAA TYR A 1994
 AB2806_MARK LOGO: NGS   
 AB2806_PROJECTION: FLUSH
 AB2806_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2806+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1998
 AB2806_ROD/PIPE-DEPTH: 8.1  meters
 AB2806_SLEEVE-DEPTH  : 0.90 meters
 AB2806
 AB2806  HISTORY     - Date     Condition        Report By
 AB2806  HISTORY     - 1994     MONUMENTED       NGS
 AB2806  HISTORY     - 19980524 GOOD             NGS
 AB2806
 AB2806                          STATION DESCRIPTION
 AB2806
 AB2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2806'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF TYLER AT THE TYLER
 AB2806'POUNDS FIELD, IN THE WEST QUADRANT OF THE JUNCTION OF TAXI F AND
 AB2806'RUNWAY 13-31.  OWNERSHIP--CITY OF TYLER, TYLER POUNDS FIELD, 150
 AB2806'AIRPORT DRIVE, SUITE 201, TYLER, TX 75704.  AIRPORT ADMINISTRATOR IS
 AB2806'DAVIS DICKSON.  CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO THE
 AB2806'STATION.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 64 AND STATE
 AB2806'LOOP HIGHWAY 323 ON THE WEST SIDE OF TYLER, GO WEST ON HIGHWAY 64 FOR
 AB2806'5.39 KM (3.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AB2806'SOUTH, ON THE ENTRANCE ROAD FOR 0.41 KM (0.25 MI) TO THE PARKING LOT
 AB2806'AND TERMINAL.  STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 AB2806'ROD IN A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AB2806'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AB2806'IS 66.1 M (216.9 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 13-31,
 AB2806'33.5 M (109.9 FT) NORTHWEST OF THE CENTER OF THE TAXI, 20.7 M (67.9
 AB2806'FT) WEST OF THE WEST CORNER OF THE CONCRETE PAD FOR A SIGN F 13-31,
 AB2806'AND 0.4 M (1.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.  DESCRIBED
 AB2806'BY D.G.  AUG
 AB2806
 AB2806                          STATION RECOVERY (1998)
 AB2806
 AB2806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRL)
 AB2806'THE STATION IS LOCATED ABOUT 3.10 MI (4.99 KM) WEST OF TYLER AT THE
 AB2806'TYLER POUNDS FIELD, IN THE WEST QUADRANT OF THE JUNCTION OF TAXI F AND
 AB2806'RUNWAY 13-31.  OWNERSHIP--CITY OF TYLER, TYLER POUNDS FIELD, 150
 AB2806'AIRPORT DRIVE, SUITE 201, TYLER, TX 75704.  AIRPORT ADMINISTRATOR IS
 AB2806'DAVIS DICKSON, PHONE (903) 531-1275.  CONTACT HIM ONE DAY IN ADVANCE
 AB2806'FOR AN ESCORT TO THE STATION.  TO REACH FROM THE INTERSECTION OF STATE
 AB2806'HIGHWAY 64 AND STATE LOOP HIGHWAY 323 ON THE WEST SIDE OF TYLER, GO
 AB2806'WEST ON HIGHWAY 64 FOR 3.35 MI (5.39 KM) TO THE AIRPORT ENTRANCE ON
 AB2806'THE LEFT, TURN LEFT AND GO SOUTH ON THE ENTRANCE ROAD FOR 0.25 MI
 AB2806'(0.40 KM) TO THE PARKING LOT AND TERMINAL, FROM THE APRON ON THE SOUTH
 AB2806'SIDE OF THE TERMINAL GO SOUTHERLY ON THE APRON FOR 0.05 MI (0.08 KM)
 AB2806'TO A TAXIWAY, BEAR RIGHT AND GO SOUTHWESTERLY ON A PARALLEL TAXIWAY
 AB2806'(F) FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT JUST AFTER
 AB2806'CROSSING RUNWAY 13-31.  THE STATION IS A PUNCH HOLE IN THE TOP CENTER
 AB2806'OF A STAINLESS STEEL ROD IN A 90 CM LONG GREASE FILLED SLEEVE ENCASED
 AB2806'IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH
 AB2806'WITH THE GROUND.  IT IS 216.9 FT (66.1 M) SOUTHWEST OF THE SOUTHWEST
 AB2806'EDGE OF RUNWAY 13-31, 109.9 FT (33.5 M) NORTHWEST OF THE CENTER OF THE
 AB2806'TAXI, 67.9 FT (20.7 M) WEST OF THE WEST CORNER OF THE CONCRETE PAD FOR
 AB2806'A SIGN F 13-31, AND 1.3 FT (0.4 M) SOUTHEAST OF A FIBERGLASS WITNESS
 AB2806'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6573 ***********************************************************************
 AC6573  DESIGNATION -  TYR AP STA A2
 AC6573  PID         -  AC6573
 AC6573  STATE/COUNTY-  TX/SMITH
 AC6573  USGS QUAD   -  CHANDLER (1973)
 AC6573
 AC6573                         *CURRENT SURVEY CONTROL
 AC6573  ___________________________________________________________________
 AC6573* NAD 83(1993)-  32 21 40.81338(N)    095 24 16.30909(W)     ADJUSTED  
 AC6573* NAVD 88     -       156.7    (meters)     514.     (feet)  GPS OBS   
 AC6573  ___________________________________________________________________
 AC6573  X           -    -507,934.480 (meters)                     COMP
 AC6573  Y           -  -5,368,854.540 (meters)                     COMP
 AC6573  Z           -   3,394,414.228 (meters)                     COMP
 AC6573  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AC6573  ELLIP HEIGHT-         130.45  (meters)          (09/07/01) GPS OBS
 AC6573  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AC6573
 AC6573  HORZ ORDER  -  THIRD
 AC6573  ELLP ORDER  -  FOURTH    CLASS I
 AC6573
 AC6573.This mark is at Tyler Pounds Fld (TYR) Airport (TYR)
 AC6573
 AC6573.The horizontal coordinates were established by GPS observations
 AC6573.and adjusted by the National Geodetic Survey in September 1998..
 AC6573
 AC6573.The orthometric height was determined by GPS observations and a
 AC6573.high-resolution geoid model.
 AC6573
 AC6573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6573
 AC6573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6573
 AC6573.The ellipsoidal height was determined by GPS observations
 AC6573.and is referenced to NAD 83.
 AC6573
 AC6573.The geoid height was determined by GEOID03.
 AC6573
 AC6573;                    North         East     Units Scale Factor Converg.
 AC6573;SPC TXNC     - 2,081,324.945   891,289.452   MT  0.99994466   +1 41 17.7
 AC6573;SPC TXNC     - 6,828,480.26  2,924,172.14   sFT  0.99994466   +1 41 17.7
 AC6573;UTM  15      - 3,583,030.423   273,745.909   MT  1.00023131   -1 17 15.3
 AC6573
 AC6573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6573!SPC TXNC     -   0.99997952  x   0.99994466  =   0.99992418
 AC6573!UTM  15      -   0.99997952  x   1.00023131  =   1.00021082
 AC6573
 AC6573:                Primary Azimuth Mark                     Grid Az
 AC6573:SPC TXNC     -  TYR A                                    147 11 49.4
 AC6573:UTM  15      -  TYR A                                    150 10 22.4
 AC6573
 AC6573|---------------------------------------------------------------------|
 AC6573| PID    Reference Object                     Distance      Geod. Az  |
 AC6573|                                                           dddmmss.s |
 AC6573| AB2806 TYR A                               APPROX. 0.7 KM 1485307.1 |
 AC6573|---------------------------------------------------------------------|
 AC6573
 AC6573                          SUPERSEDED SURVEY CONTROL
 AC6573
 AC6573  ELLIP H (09/09/98)  130.48   (m)                       GP(       ) 4 1
 AC6573
 AC6573.Superseded values are not recommended for survey control.
 AC6573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6573.See file dsdata.txt to determine how the superseded data were derived.
 AC6573
 AC6573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7374683030(NAD 83)
 AC6573_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6573_STAMPING: AP 1966 STA A2
 AC6573_MARK LOGO: CGS   
 AC6573_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6573+STABILITY: SURFACE MOTION
 AC6573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6573+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1998
 AC6573
 AC6573  HISTORY     - Date     Condition        Report By
 AC6573  HISTORY     - 1966     MONUMENTED       CGS
 AC6573  HISTORY     - 19930515 GOOD             NGS
 AC6573  HISTORY     - 19980524 GOOD             NGS
 AC6573
 AC6573                          STATION DESCRIPTION
 AC6573
 AC6573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JDH)
 AC6573'THIS STATION IS LOCATED IN THE NORTHWESTERN SECTION OF POUNDS FIELD,
 AC6573'NEAR RUNWAY END 13.  IT IS 150 FT (45.7 M) NORTHEAST OF THE NORTHEAST
 AC6573'EDGE OF RUNWAY 13, 101.4 FT (30.9 M) SOUTHEAST OF THE SOUTHEAST EDGE
 AC6573'OF THE TAXIWAY.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 10
 AC6573'INCH CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED AP 1966 STA
 AC6573'A2.  NOTE, THE STATION IS 29.0 FT (8.8 M) SW OF A DRAIN.
 AC6573
 AC6573                          STATION RECOVERY (1998)
 AC6573
 AC6573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRL)
 AC6573'THE STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) WEST OF TYLER AT THE
 AC6573'TYLER POUNDS FIELD, IN THE NORTHWEST END OF THE GRASS MEDIAN NEAR THE
 AC6573'APPROACH END OF RUNWAY 13.  OWNERSHIP--CITY OF TYLER, TYLER POUNDS
 AC6573'FIELD, 150 AIRPORT DRIVE, SUITE 201, TYLER, TX 75704.  AIRPORT
 AC6573'ADMINISTRATOR IS DAVIS DICKSON, PHONE (903) 531-1275.  CONTACT ONE DAY
 AC6573'IN ADVANCE FOR A ESCORT TO THE STATION.  TO REACH THE STATION FROM THE
 AC6573'JUNCTION OF STATE HIGHWAY 64 AND STATE LOOP HIGHWAY 323 ON THE WEST
 AC6573'SIDE OF TYLOR, GO WEST ON HIGHWAY 64 FR 3.35 MI (5.39 KM) TO THE
 AC6573'AIRPORT ENTRANCE ON THE LEFT, TURN LEFT AND GO SOUTH ON THE ENTRANCE
 AC6573'ROAD FOR 0.25 MI (0.40 KM) TO TH PARKING LOT AND THE TERMINAL, FROM
 AC6573'THE APRON ON THE SOUTH SIDE OF THE TERMINAL GO SOUTHWEST ON THE APRON
 AC6573'FOR 0.05 MI (0.08 KM) TO THE A PARALLEL TAXIWAY (A) AND A TAXIWAY
 AC6573'AHEAD (B) , TURN RIGHT AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR
 AC6573'0.3 MI (0.5 KM) TO THE STATION ON THE LEFT JUST BEFORE A CURVE IN THE
 AC6573'TAXIWAY AT THE APPROACH END OF RUNWAY 13. THE STATION IS A CGS
 AC6573'TOPOGRAPHIC DISK SET INTO A 30 CM ROUND CONCRETE POST FLUSH WITH THE
 AC6573'GROUND, 150.0 FT (45.7 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 AC6573'RUNWAY, 101.4 FT (30.9 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AC6573'TAXIWAY, 69.7 FT (21.2 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AC6573'CONCRETE PAD FOR A RUNWAY/TAXIWAY IDENT SIGN AND 29.0 FT (8.8 M)
 AC6573'SOUTHWEST OF A DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5977 ***********************************************************************
 AB5977  SACS        -  This is a Secondary Airport Control Station.
 AB5977  DESIGNATION -  TYR B
 AB5977  PID         -  AB5977
 AB5977  STATE/COUNTY-  TX/SMITH
 AB5977  USGS QUAD   -  CHANDLER (1973)
 AB5977
 AB5977                         *CURRENT SURVEY CONTROL
 AB5977  ___________________________________________________________________
 AB5977* NAD 83(1993)-  32 21 11.09532(N)    095 24 17.68534(W)     ADJUSTED  
 AB5977* NAVD 88     -       163.13   (meters)     535.2    (feet)  GPS OBS   
 AB5977  ___________________________________________________________________
 AB5977  X           -    -508,016.965 (meters)                     COMP
 AB5977  Y           -  -5,369,344.339 (meters)                     COMP
 AB5977  Z           -   3,393,644.379 (meters)                     COMP
 AB5977  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AB5977  ELLIP HEIGHT-         136.90  (meters)          (07/24/01) GPS OBS
 AB5977  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AB5977
 AB5977  HORZ ORDER  -  FIRST
 AB5977  ELLP ORDER  -  FIFTH     CLASS I
 AB5977
 AB5977.This mark is at Tyler Pounds Fld (TYR) Airport (TYR)
 AB5977
 AB5977.The horizontal coordinates were established by GPS observations
 AB5977.and adjusted by the National Geodetic Survey in August 1996..
 AB5977
 AB5977.The orthometric height was determined by GPS observations and a
 AB5977.high-resolution geoid model.
 AB5977
 AB5977.GPS derived orthometric heights for airport stations designated as
 AB5977.PACS or SACS are published to 2 decimal places.  This maintains
 AB5977.centimeter relative accuracy between the PACS and SACS.  It does
 AB5977.not indicate centimeter accuracy relative to other marks which are
 AB5977.part of the NAVD 88 network.
 AB5977
 AB5977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5977
 AB5977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5977
 AB5977.The ellipsoidal height was determined by GPS observations
 AB5977.and is referenced to NAD 83.
 AB5977
 AB5977.The geoid height was determined by GEOID03.
 AB5977
 AB5977;                    North         East     Units Scale Factor Converg.
 AB5977;SPC TXNC     - 2,080,408.908   891,280.453   MT  0.99994639   +1 41 17.0
 AB5977;SPC TXNC     - 6,825,474.89  2,924,142.62   sFT  0.99994639   +1 41 17.0
 AB5977;UTM  15      - 3,582,115.827   273,689.352   MT  1.00023163   -1 17 15.0
 AB5977
 AB5977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5977!SPC TXNC     -   0.99997851  x   0.99994639  =   0.99992490
 AB5977!UTM  15      -   0.99997851  x   1.00023163  =   1.00021013
 AB5977
 AB5977:                Primary Azimuth Mark                     Grid Az
 AB5977:SPC TXNC     -  TYR A                                    045 49 34.0
 AB5977:UTM  15      -  TYR A                                    048 48 06.0
 AB5977
 AB5977|---------------------------------------------------------------------|
 AB5977| PID    Reference Object                     Distance      Geod. Az  |
 AB5977|                                                           dddmmss.s |
 AB5977| AB2806 TYR A                               APPROX. 0.5 KM 0473051.0 |
 AB5977|---------------------------------------------------------------------|
 AB5977
 AB5977                          SUPERSEDED SURVEY CONTROL
 AB5977
 AB5977  ELLIP H (08/16/96)  136.94   (m)                       GP(       ) 5 1
 AB5977
 AB5977.Superseded values are not recommended for survey control.
 AB5977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5977.See file dsdata.txt to determine how the superseded data were derived.
 AB5977
 AB5977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7368982116(NAD 83)
 AB5977_MARKER: I = METAL ROD
 AB5977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5977_STAMPING: FAA TYR B 1994
 AB5977_MARK LOGO: NGS   
 AB5977_PROJECTION: FLUSH
 AB5977_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5977+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1998
 AB5977_ROD/PIPE-DEPTH: 7.9  meters
 AB5977_SLEEVE-DEPTH  : 0.90 meters
 AB5977
 AB5977  HISTORY     - Date     Condition        Report By
 AB5977  HISTORY     - 1994     MONUMENTED       NGS
 AB5977  HISTORY     - 19980524 GOOD             NGS
 AB5977
 AB5977                          STATION DESCRIPTION
 AB5977
 AB5977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5977'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF TYLER AT THE TYLER
 AB5977'POUNDS FIELD, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF TAXI F AND
 AB5977'RUNWAY 17-35.  OWNERSHIP--CITY OF TYLER, TYLER POUNDS FIELD, 150
 AB5977'AIRPORT DRIVE, SUITE 201, TYLER, TX 75704.  AIRPORT ADMINISTRATOR IS
 AB5977'DAVIS DICKSON.  CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO THE
 AB5977'STATION.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 64 AND STATE
 AB5977'LOOP HIGHWAY 323 ON THE WEST SIDE OF TYLER, GO WEST ON HIGHWAY 64 FOR
 AB5977'5.39 KM (3.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AB5977'SOUTH, ON THE ENTRANCE ROAD FOR 0.41 KM (0.25 MI) TO THE PARKING LOT
 AB5977'AND TERMINAL.  STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 AB5977'ROD IN A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AB5977'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AB5977'IS 28.0 M (91.9 FT) EAST OF THE EAST EDGE OF RUNWAY 17-35, 54.7 M
 AB5977'(179.5 FT) NORTHWEST OF THE CENTER OF THE TAXI, 58.1 M (190.6 FT)
 AB5977'NORTH-NORTHEAST OF THE NORTH CORNER OF THE CONCRETE PAD FOR A SIGN F,
 AB5977'AND 0.4 M (1.3 FT) WEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY
 AB5977'D.G.  AUG  NOTE THIS STATION IS SELECT AS A SACS STATION.
 AB5977
 AB5977                          STATION RECOVERY (1998)
 AB5977
 AB5977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRL)
 AB5977'THE STATION IS LOCATED ABOUT 3.10 MI (4.99 KM) WEST OF TYLER AT THE
 AB5977'TYLER POUNDS FIELD, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 AB5977'TAXIWAY (F) AND RUNWAY 17-35.  OWNERSHIP--CITY OF TYLER, TYLER POUNDS
 AB5977'FIELD, 150 AIRPORT DRIVE, SUITE 201, TYLER, TX 75704.  AIRPORT
 AB5977'ADMINISTRATOR IS DAVIS DICKSON, PHONE (903) 531-1275.  CONTACT HIM ONE
 AB5977'DAY IN ADVANCE FOR AN ESCORT TO THE STATION.  TO REACH FROM THE
 AB5977'INTERSECTION OF STATE HIGHWAY 64 AND STATE LOOP HIGHWAY 323 ON THE
 AB5977'WEST SIDE OF TYLER, GO WEST ON HIGHWAY 64 FOR 3.35 MI (5.39 KM) TO THE
 AB5977'AIRPORT ENTRANCE ON THE LEFT, TURN LEFT AND GO SOUTH ON THE ENTRANCE
 AB5977'ROAD FOR 0.25 MI (0.40 KM) TO THE PARKING LOT AND TERMINAL, FROM THE
 AB5977'APRON ON THE SOUTH SIDE OF THE TERMINAL GO SOUTHERLY ON THE APRON FOR
 AB5977'0.05 MI (0.08 KM) TO A TAXIWAY, BEAR RIGHT AND GO SOUTHWESTERLY ON A
 AB5977'PARALLEL TAXIWAY (F) FOR 0.3 MI (0.5 KM) (CROSSING RUNWAY 13-31) TO
 AB5977'THE STATION ON THE RIGHT JUST BEFORE REACHING RUNWAY 17-35.  THE
 AB5977'STATION IS A PUNCH HOLE IN THE TOP CENTER OF A STAINLESS STEEL ROD IN
 AB5977'A 90 CM LONG GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A
 AB5977'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND, 190.6 FT
 AB5977'(58.1 M) NORTH-NORTHEAST OF THE NORTH CORNER OF A CONCRETE PAD FOR A
 AB5977'RUNWAY/TAXIWAY IDENT SIGN, 179.5 FT (54.7 M) NORTHWEST OF THE TAXIWAY
 AB5977'CENTER AND 91.9 FT (28.0 M) EAST OF THE EAST EDGE OF RUNWAY 17-35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5979 ***********************************************************************
 AB5979  SACS        -  This is a Secondary Airport Control Station.
 AB5979  DESIGNATION -  TYR C
 AB5979  PID         -  AB5979
 AB5979  STATE/COUNTY-  TX/SMITH
 AB5979  USGS QUAD   -  CHANDLER (1973)
 AB5979
 AB5979                         *CURRENT SURVEY CONTROL
 AB5979  ___________________________________________________________________
 AB5979* NAD 83(1993)-  32 20 48.19797(N)    095 24 40.19550(W)     ADJUSTED  
 AB5979* NAVD 88     -       164.34   (meters)     539.2    (feet)  GPS OBS   
 AB5979  ___________________________________________________________________
 AB5979  X           -    -508,638.619 (meters)                     COMP
 AB5979  Y           -  -5,369,665.618 (meters)                     COMP
 AB5979  Z           -   3,393,049.161 (meters)                     COMP
 AB5979  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AB5979  ELLIP HEIGHT-         138.11  (meters)          (07/24/01) GPS OBS
 AB5979  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AB5979
 AB5979  HORZ ORDER  -  FIRST
 AB5979  ELLP ORDER  -  FIFTH     CLASS I
 AB5979
 AB5979.This mark is at Tyler Pounds Fld (TYR) Airport (TYR)
 AB5979
 AB5979.The horizontal coordinates were established by GPS observations
 AB5979.and adjusted by the National Geodetic Survey in August 1996..
 AB5979
 AB5979.The orthometric height was determined by GPS observations and a
 AB5979.high-resolution geoid model.
 AB5979
 AB5979.GPS derived orthometric heights for airport stations designated as
 AB5979.PACS or SACS are published to 2 decimal places.  This maintains
 AB5979.centimeter relative accuracy between the PACS and SACS.  It does
 AB5979.not indicate centimeter accuracy relative to other marks which are
 AB5979.part of the NAVD 88 network.
 AB5979
 AB5979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5979
 AB5979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5979
 AB5979.The ellipsoidal height was determined by GPS observations
 AB5979.and is referenced to NAD 83.
 AB5979
 AB5979.The geoid height was determined by GEOID03.
 AB5979
 AB5979;                    North         East     Units Scale Factor Converg.
 AB5979;SPC TXNC     - 2,079,686.609   890,712.900   MT  0.99994774   +1 41 04.7
 AB5979;SPC TXNC     - 6,823,105.15  2,922,280.57   sFT  0.99994774   +1 41 04.7
 AB5979;UTM  15      - 3,581,423.765   273,084.899   MT  1.00023501   -1 17 26.3
 AB5979
 AB5979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5979!SPC TXNC     -   0.99997832  x   0.99994774  =   0.99992606
 AB5979!UTM  15      -   0.99997832  x   1.00023501  =   1.00021332
 AB5979
 AB5979                          SUPERSEDED SURVEY CONTROL
 AB5979
 AB5979  ELLIP H (08/16/96)  138.15   (m)                       GP(       ) 5 1
 AB5979
 AB5979.Superseded values are not recommended for survey control.
 AB5979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5979.See file dsdata.txt to determine how the superseded data were derived.
 AB5979
 AB5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7308581424(NAD 83)
 AB5979_MARKER: DD = SURVEY DISK
 AB5979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5979_STAMPING: TYR C 1980
 AB5979_MARK LOGO: NOS   
 AB5979_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5979+STABILITY: SURFACE MOTION
 AB5979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5979+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1998
 AB5979
 AB5979  HISTORY     - Date     Condition        Report By
 AB5979  HISTORY     - 1980     MONUMENTED       NOS
 AB5979  HISTORY     - 19930615 GOOD             NGS
 AB5979  HISTORY     - 19941015 GOOD             NGS
 AB5979  HISTORY     - 19980524 GOOD             NGS
 AB5979
 AB5979                          STATION DESCRIPTION
 AB5979
 AB5979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AB5979'THIS STATION IS LOCATED ON THE AIRPORT NEAR RUNWAY END 4.  IT IS
 AB5979'318.93 FT (97.21 M) NW OF CL END RWY 4, 30.7 FT (9.4 M) N OF FIRST
 AB5979'TAXIWAY LIGHT NW OF THE HOLD BAR, 31.7 FT (9.7 M) NE OF THE NE EDGE OF
 AB5979'TAXIWAY, 35.7 FT (10.9 M) E OF TAXIWAY LIGHT AT CURVE, AND 70.0 FT
 AB5979'(21.3 M) SE OF SE EDGE OF TAXIWAY FOXTROT.  THE STATION IS A STANDARD
 AB5979'NOS DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE
 AB5979'DISK IS STAMPED TYR C 1980.  NOTE, THE STATION IS 48.8 FT (14.9 M)
 AB5979'NORTH OF A SIGN AND 31.7 FT (9.7 M) NE OF NE EDGE OF TAXIWAY.
 AB5979
 AB5979                          STATION RECOVERY (1994)
 AB5979
 AB5979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5979'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF TYLER AT THE TYLER
 AB5979'POUNDS FIELD, ON THE SOUTHWEST END OF THE MEDIAN OF RUNWAY END 4 AND
 AB5979'THE PARALLEL TAXI.  OWNERSHIP--CITY OF TYLER, TYLER POUNDS FIELD, 150
 AB5979'AIRPORT DRIVE, SUITE 201, TYLER, TX 75704.  AIRPORT ADMINISTRATOR IS
 AB5979'DAVIS DICKSON.  CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO THE
 AB5979'STATION.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 64 AND STATE
 AB5979'LOOP HIGHWAY 323 ON THE WEST SIDE OF TYLER, GO WEST ON HIGHWAY 64 FOR
 AB5979'5.39 KM (3.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AB5979'SOUTH, ON THE ENTRANCE ROAD FOR 0.41 KM (0.25 MI) TO THE PARKING LOT
 AB5979'AND TERMINAL.  STATION IS A SURVEY DISK SET IN THE TOP OF A 25 CM
 AB5979'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 9.3 M (30.5 FT) NORTH
 AB5979'OF THE FIRST TAXI LIGHT NORTHWEST OF THE STOP LINE, 9.7 M (31.8 FT)
 AB5979'NORTHEAST OF THE NORTHEAST EDGE OF THE TAXI, 21.3 M (69.9 FT)
 AB5979'SOUTHEAST OF THE SOUTHEAST EDGE OF TAXI F, AND 10.9 M (35.8 FT) EAST
 AB5979'OF A TAXI LIGHT AT THE CENTER OF THE CURVE IN THE TAXI.  DESCRIBED BY
 AB5979'D.G.  AUG
 AB5979
 AB5979                          STATION RECOVERY (1998)
 AB5979
 AB5979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRL)
 AB5979'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF TYLER AT THE TYLER
 AB5979'POUNDS FIELD, ON THE SOUTHWEST END OF THE MEDIAN OF RUNWAY END 4 AND
 AB5979'THE PARALLEL TAXI.  OWNERSHIP--CITY OF TYLER, TYLER POUNDS FIELD, 150
 AB5979'AIRPORT DRIVE, SUITE 201, TYLER, TX 75704.  AIRPORT ADMINISTRATOR IS
 AB5979'DAVIS DICKSON PHONE (903) 531-1275.  CONTACT HIM ONE DAY IN ADVANCE
 AB5979'FOR AN ESCORT TO THE STATION.  TO REACH FROM THE INTERSECTION OF STATE
 AB5979'HIGHWAY 64 AND STATE LOOP HIGHWAY 323 ON THE WEST SIDE OF TYLER, GO
 AB5979'WEST ON HIGHWAY 64 FOR 5.39 KM (3.35 MI) TO THE AIRPORT ENTRANCE ON
 AB5979'THE LEFT, TURN LEFT AND GO SOUTH ON THE ENTRANCE ROAD FOR 0.25 MI
 AB5979'(0.40 KM) TO THE PARKING LOT AND TERMINAL, FROM THE APRON ON THE SOUTH
 AB5979'SIDE OF THE TERMINAL GO SOUTHERLY ON THE APRON TO A TAXIWAY, BEAR
 AB5979'RIGHT AND GO SOUTHWESTERLY ON THE PARALLEL TAXIWAY (F) FOR 0.05 MI
 AB5979'(0.08 KM) TO RUNWAY 13-31, CONTINUE AHEAD AND GO SOUTHWEST ON THE
 AB5979'PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO RUNWAY 17-35, CONTINUE AHEAD
 AB5979'AND GO SOUTHWEST ON THE PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO THE
 AB5979'STATION ON THE LEFT JUST BEFORE REACHING THE APPROACH END OF RUNWAY 4.
 AB5979'STATION IS A SURVEY DISK SET IN THE TOP OF A 25 CM CONCRETE POST FLUSH
 AB5979'WITH THE GROUND 30.5 FT (9.3 M) NORTH OF THE FIRST TAXI LIGHT
 AB5979'NORTHWEST OF THE STOP LINE, 31.8 FT (9.7 M) NORTHEAST OF THE NORTHEAST
 AB5979'EDGE OF THE TAXI, 35.8 FT (10.9 M) EAST OF A TAXIWAY LIGHT AT THE
 AB5979'CENTER OF THE TAXIWAY CURVE AND 69.9 FT (21.3 M) SOUTHEAST OF THE
 AB5979'SOUTHEAST EDGE OF TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5978 ***********************************************************************
 AB5978  SACS        -  This is a Secondary Airport Control Station.
 AB5978  DESIGNATION -  TYR D
 AB5978  PID         -  AB5978
 AB5978  STATE/COUNTY-  TX/SMITH
 AB5978  USGS QUAD   -  CHANDLER (1973)
 AB5978
 AB5978                         *CURRENT SURVEY CONTROL
 AB5978  ___________________________________________________________________
 AB5978* NAD 83(1993)-  32 21 22.15202(N)    095 23 47.51385(W)     ADJUSTED  
 AB5978* NAVD 88     -       164.80   (meters)     540.7    (feet)  GPS OBS   
 AB5978  ___________________________________________________________________
 AB5978  X           -    -507,214.547 (meters)                     COMP
 AB5978  Y           -  -5,369,238.532 (meters)                     COMP
 AB5978  Z           -   3,393,932.990 (meters)                     COMP
 AB5978  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AB5978  ELLIP HEIGHT-         138.57  (meters)          (07/24/01) GPS OBS
 AB5978  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AB5978
 AB5978  HORZ ORDER  -  FIRST
 AB5978  ELLP ORDER  -  FIFTH     CLASS I
 AB5978
 AB5978.This mark is at Tyler Pounds Fld (TYR) Airport (TYR)
 AB5978
 AB5978.The horizontal coordinates were established by GPS observations
 AB5978.and adjusted by the National Geodetic Survey in August 1996..
 AB5978
 AB5978.The orthometric height was determined by GPS observations and a
 AB5978.high-resolution geoid model.
 AB5978
 AB5978.GPS derived orthometric heights for airport stations designated as
 AB5978.PACS or SACS are published to 2 decimal places.  This maintains
 AB5978.centimeter relative accuracy between the PACS and SACS.  It does
 AB5978.not indicate centimeter accuracy relative to other marks which are
 AB5978.part of the NAVD 88 network.
 AB5978
 AB5978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5978
 AB5978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5978
 AB5978.The ellipsoidal height was determined by GPS observations
 AB5978.and is referenced to NAD 83.
 AB5978
 AB5978.The geoid height was determined by GEOID03.
 AB5978
 AB5978;                    North         East     Units Scale Factor Converg.
 AB5978;SPC TXNC     - 2,080,772.596   892,058.902   MT  0.99994574   +1 41 33.4
 AB5978;SPC TXNC     - 6,826,668.09  2,926,696.58   sFT  0.99994574   +1 41 33.4
 AB5978;UTM  15      - 3,582,438.706   274,485.857   MT  1.00022719   -1 16 59.2
 AB5978
 AB5978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5978!SPC TXNC     -   0.99997824  x   0.99994574  =   0.99992398
 AB5978!UTM  15      -   0.99997824  x   1.00022719  =   1.00020543
 AB5978
 AB5978:                Primary Azimuth Mark                     Grid Az
 AB5978:SPC TXNC     -  TYR A                                    269 13 15.9
 AB5978:UTM  15      -  TYR A                                    272 11 48.5
 AB5978
 AB5978|---------------------------------------------------------------------|
 AB5978| PID    Reference Object                     Distance      Geod. Az  |
 AB5978|                                                           dddmmss.s |
 AB5978| AB2806 TYR A                               409.914 METERS 2705449.3 |
 AB5978|---------------------------------------------------------------------|
 AB5978
 AB5978                          SUPERSEDED SURVEY CONTROL
 AB5978
 AB5978  ELLIP H (08/16/96)  138.60   (m)                       GP(       ) 5 1
 AB5978
 AB5978.Superseded values are not recommended for survey control.
 AB5978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5978.See file dsdata.txt to determine how the superseded data were derived.
 AB5978
 AB5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7448682439(NAD 83)
 AB5978_MARKER: DD = SURVEY DISK
 AB5978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5978_STAMPING: TYR D 1993
 AB5978_MARK LOGO: NOS   
 AB5978_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5978+STABILITY: SURFACE MOTION
 AB5978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5978+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1998
 AB5978
 AB5978  HISTORY     - Date     Condition        Report By
 AB5978  HISTORY     - 1993     MONUMENTED       NOS
 AB5978  HISTORY     - 19930615 GOOD             NGS
 AB5978  HISTORY     - 19941015 GOOD             NGS
 AB5978  HISTORY     - 19980524 GOOD             NGS
 AB5978
 AB5978                          STATION DESCRIPTION
 AB5978
 AB5978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AB5978'THE STATION IS LOCATED ON THE AIRPORT EAST OF THE INTERSECTION RUNWAYS
 AB5978'4-22 AND 13-31 AND SOUTH OF TAXIWAY D.  THE STATION IS 384.1 FT (117.1
 AB5978'M) SW OF AND ALONG THE PROJECTION OF THE LINE FORMED BY THE FIRST SET
 AB5978'OF TAXIWAY LIGHTS EAST OF THE HOLD BAR ON TAXIWAY D.  344.3 FT (104.9
 AB5978'M) SE OF THE SOUTH CORNER OF THE SE VASI OF THE SW SET SERVING RUNWAY
 AB5978'22, AND 511.3 FT (155.8 M) NE OF THE EAST CORNER OF THE 13-31 HOLD
 AB5978'SIGN.  THE STATION IS A STANDARD NATIONAL OCEAN SERVICE DISK SET IN
 AB5978'THE TOP OF AN ELEVEN INCH DIAMETER CONCRETE POST 0.3 FT (9.1 CM) BELOW
 AB5978'GROUND AND STAMPED TYR D 1993.  THE STATION IS VISIBLE FROM EACH OF
 AB5978'THE OTHER GROUND STATIONS LOCATED ON THE AIRPORT AND SHOULD BE ONE OF
 AB5978'THE STATIONS INCLUDED IN A GPS DATUM TIE.
 AB5978
 AB5978                          STATION RECOVERY (1994)
 AB5978
 AB5978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5978'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF TYLER AT THE TYLER
 AB5978'POUNDS FIELD, ON A LOW HILL IN THE EAST QUADRANT OF THE JUNCTION OF
 AB5978'RUNWAYS 13-31 AND 4-22.  OWNERSHIP--CITY OF TYLER, TYLER POUNDS FIELD,
 AB5978'150 AIRPORT DRIVE, SUITE 201, TYLER, TX 75704.  AIRPORT ADMINISTRATOR
 AB5978'IS DAVIS DICKSON.  CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO THE
 AB5978'STATION.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 64 AND STATE
 AB5978'LOOP HIGHWAY 323 ON THE WEST SIDE OF TYLER, GO WEST ON HIGHWAY 64 FOR
 AB5978'5.39 KM (3.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AB5978'SOUTH, ON THE ENTRANCE ROAD FOR 0.41 KM (0.25 MI) TO THE PARKING LOT
 AB5978'AND TERMINAL.  STATION IS A SURVEY DISK SET IN THE TOP OF A 25 CM
 AB5978'CONCRETE POST SET 5 CM BELOW THE GROUND. IT IS 155.8 M (511.2 FT)
 AB5978'EAST-NORTHEAST OF EAST CORNER OF THE 13-31 HOLD SIGN, 117.1 M (384.2
 AB5978'FT) SOUTHWEST OF A TAXI LIGHT AT THE STOP LINE OF D TAXI, AND 104.9 M
 AB5978'(344.2 FT) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE SOUTHEAST VASI
 AB5978'OF THE SOUTHWEST SET FOR RUNWAY 22. DESCRIBED BY D.G.  AUG NOTE THIS
 AB5978'STATION IS SELECT AS A SACS STATION.
 AB5978
 AB5978                          STATION RECOVERY (1998)
 AB5978
 AB5978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRL)
 AB5978'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF TYLER AT THE TYLER
 AB5978'POUNDS FIELD, ON A LOW HILL IN THE EAST QUADRANT OF THE JUNCTION OF
 AB5978'RUNWAYS 13-31 AND 4-22.  OWNERSHIP--CITY OF TYLER, TYLER POUNDS FIELD,
 AB5978'150 AIRPORT DRIVE, SUITE 201, TYLER, TX 75704.  AIRPORT ADMINISTRATOR
 AB5978'IS DAVIS DICKSON PHONE (903) 531-1275.  CONTACT HIM ONE DAY IN ADVANCE
 AB5978'FOR AN ESCORT TO THE STATION.  TO REACH FROM THE INTERSECTION OF STATE
 AB5978'HIGHWAY 64 AND STATE LOOP HIGHWAY 323 ON THE WEST SIDE OF TYLER, GO
 AB5978'WEST ON HIGHWAY 64 FOR 3.35 MI (5.39 KM) TO THE AIRPORT ENTRANCE ON
 AB5978'THE LEFT, TURN LEFT AND GO SOUTH ON THE ENTRANCE ROAD FOR 0.25 MI
 AB5978'(0.40 KM) TO THE PARKING LOT AND TERMINAL, FROM THE APRON ON THE SOUTH
 AB5978'SIDE OF THE TERMINAL GO WEST ON THE APRON FOR 0.01 MI (0.02 KM) TO A
 AB5978'TAXIWAY AHEAD, BEAR RIGHT AND GO SOUTHEAST ON A TAXIWAY (D) FOR 0.05
 AB5978'MI (0.08 KM) TO RUNWAY 4-22, CONTINUE AHEAD CROSSING RUNWAY AND GO
 AB5978'SOUTHEAST ON TAXIWAY (D) FOR 0.1 MI (0.2 KM) TO A RUNWAY/TAXIWAY IDENT
 AB5978'SIGN ON THE RIGHT, TURN RIGHT AND GO SOUTHWESTERLY ACROSS THE GRASS
 AB5978'FOR 0.15 MI (0.24 KM) TO THE STATION. THE STATION IS A NOS SURVEY DISK
 AB5978'SET IN THE TOP OF A 25 CM CONCRETE POST SET 5 CM BELOW THE GROUND
 AB5978'LEVEL, 511.2 FT (155.8 M) EAST-NORTHEAST OF EAST CORNER OF THE 13-31
 AB5978'HOLD SIGN, 384.2 FT (117.1 M) SOUTHWEST OF A TAXI LIGHT AT THE STOP
 AB5978'LINE OF D TAXI, 344.2 FT (104.9 M) SOUTH-SOUTHEAST OF THE SOUTH CORNER
 AB5978'OF THE SOUTHEAST VASI OF THE SOUTHWEST SET FOR RUNWAY 22 AND 1.0 FT
 AB5978'(0.3 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0989 ***********************************************************************
 GK0989  DESIGNATION -  TYSON
 GK0989  PID         -  GK0989
 GK0989  STATE/COUNTY-  TX/LIPSCOMB
 GK0989  USGS QUAD   -  WILLOW CREEK (1972)
 GK0989
 GK0989                         *CURRENT SURVEY CONTROL
 GK0989  ___________________________________________________________________
 GK0989* NAD 83(1993)-  36 11 47.36929(N)    100 12 13.23873(W)     ADJUSTED  
 GK0989* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 GK0989  ___________________________________________________________________
 GK0989  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GK0989  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GK0989
 GK0989  HORZ ORDER  -  THIRD
 GK0989
 GK0989.The horizontal coordinates were established by classical geodetic methods
 GK0989.and adjusted by the National Geodetic Survey in February 1996..
 GK0989
 GK0989.The orthometric height was scaled from a topographic map.
 GK0989
 GK0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0989
 GK0989.The geoid height was determined by GEOID03.
 GK0989
 GK0989;                    North         East     Units Scale Factor Converg.
 GK0989;SPC TX N     - 1,244,445.294   316,587.611   MT  1.00000310   +0 45 04.6
 GK0989;SPC TX N     - 4,082,817.60  1,038,671.19   sFT  1.00000310   +0 45 04.6
 GK0989;UTM  14      - 4,006,413.943   391,782.740   MT  0.99974429   -0 42 39.3
 GK0989
 GK0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0989!SPC TX N     -   0.99988244  x   1.00000310  =   0.99988554
 GK0989!UTM  14      -   0.99988244  x   0.99974429  =   0.99962676
 GK0989
 GK0989:                Primary Azimuth Mark                     Grid Az
 GK0989:SPC TX N     -  FOLLETT FARMERS GRAIN ELEVATOR           011 08 52.5
 GK0989:UTM  14      -  FOLLETT FARMERS GRAIN ELEVATOR           012 36 36.4
 GK0989
 GK0989|---------------------------------------------------------------------|
 GK0989| PID    Reference Object                     Distance      Geod. Az  |
 GK0989|                                                           dddmmss.s |
 GK0989| GK0976 FOLLETT FARMERS GRAIN ELEVATOR      APPROX.26.5 KM 0115357.1 |
 GK0989| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.26.4 KM 0123800.2 |
 GK0989| CL3506 TYSON AZ MK                                        1804814.4 |
 GK0989| CL3508 TYSON RM 2                            6.436 METERS 20557     |
 GK0989| CL3507 TYSON RM 1                            9.480 METERS 29915     |
 GK0989|---------------------------------------------------------------------|
 GK0989
 GK0989                          SUPERSEDED SURVEY CONTROL
 GK0989
 GK0989  NAD 83(1993)-  36 11 47.36935(N)    100 12 13.23869(W) AD(       ) 3
 GK0989  NAD 83(1986)-  36 11 47.37583(N)    100 12 13.22690(W) AD(       ) 3
 GK0989  NAD 27      -  36 11 47.23600(N)    100 12 11.75800(W) AD(       ) 3
 GK0989
 GK0989.Superseded values are not recommended for survey control.
 GK0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0989.See file dsdata.txt to determine how the superseded data were derived.
 GK0989
 GK0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9178306414(NAD 83)
 GK0989_MARKER: DS = TRIANGULATION STATION DISK
 GK0989_SETTING: 66 = SET IN ROCK OUTCROP
 GK0989
 GK0989  HISTORY     - Date     Condition        Report By
 GK0989  HISTORY     - 1951     MONUMENTED       CGS
 GK0989  HISTORY     - 1961     GOOD             CGS
 GK0989  HISTORY     - 1972     SEE DESCRIPTION  USGS
 GK0989
 GK0989                          STATION DESCRIPTION
 GK0989
 GK0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK0989'THE STATION IS LOCATED ON A SMALL KNOLL WHICH IS THE HIGHEST
 GK0989'IN THE IMMEDIATE VICINITY.  IT IS LOCATED AIRLINE ABOUT 13 MILES
 GK0989'NORTH-NORTHEAST OF GLAZIER, ABOUT 11 MILES WEST-NORTHWEST
 GK0989'OF HIGGINS, AND ABOUT 5 MILES SOUTHEAST OF LIPSCOMB.
 GK0989'
 GK0989'THE STATION IS A STANDARD DISK STAMPED TYSON 1951 SET IN A
 GK0989'DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS ABOUT FLUSH WITH
 GK0989'THE SURROUNDING SURFACE.  IT IS ABOUT 50 FEET EAST OF A
 GK0989'NORTH-SOUTH FENCE LINE, ABOUT 90 FEET WEST OF THE CENTER LINE
 GK0989'OF A NORTH-SOUTH FARM ROAD, AND 15 FEET WEST OF A WHITE WITNESS
 GK0989'POST.
 GK0989'
 GK0989'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TYSON
 GK0989'NO 1 1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 GK0989'WHICH IS ABOUT FLUSH WITH THE SURROUNDING SURFACE AND ABOUT 2 FEET
 GK0989'LOWER THAN THE STATION.
 GK0989'
 GK0989'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TYSON NO
 GK0989'2 1951 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 GK0989'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS ABOUT 18 INCHES
 GK0989'LOWER THAN THE STATION.  IT IS ABOUT 50 FEET EAST OF A
 GK0989'NORTH-SOUTH FENCE LINE AND ABOUT 110 FEET WEST OF A NORTH-SOUTH
 GK0989'FARM ROAD.
 GK0989'
 GK0989'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TYSON 1951 SET IN
 GK0989'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 GK0989'3 INCHES ABOVE THE GROUND.  IT IS ABOUT 30 FEET WEST OF A
 GK0989'NORTH-SOUTH FARM ROAD AND 4 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 GK0989'
 GK0989'TO REACH THE STATION FROM THE POST OFFICE IN GLAZIER, GO
 GK0989'NORTHEASTERLY ON U.S. HIGHWAY 60 FOR 0.25 MILE TO A JUNCTION
 GK0989'WITH STATE HIGHWAY 305.  TURN LEFT, NORTH, AND FOLLOW STATE
 GK0989'HIGHWAY 305 TOWARD LIPSCOMB FOR 11.6 MILES TO A JUNCTION WITH
 GK0989'STATE HIGHWAY 213.  TURN RIGHT, EAST, AND FOLLOW STATE HIGHWAY
 GK0989'213 FOR 4.3 MILES TO A T-ROAD.  TURN LEFT, NORTH, AND GO 1.2
 GK0989'MILES TO THE AZIMUTH MARK ON THE LEFT, WEST, SIDE OF THE ROAD.
 GK0989'CONTINUE STRAIGHT AHEAD ON THE FARM ROAD FOR 0.6 MILE TO A
 GK0989'SMALL KNOLL ON THE LEFT, WEST, SIDE OF THE ROAD AND THE
 GK0989'STATION.
 GK0989
 GK0989                          STATION RECOVERY (1961)
 GK0989
 GK0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 GK0989'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION
 GK0989'AS DESCRIBED.  DID NOT RECOVER THE AZIMUTH MARK.  DIRECTIONS
 GK0989'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 GK0989
 GK0989                          STATION RECOVERY (1972)
 GK0989
 GK0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (WW)
 GK0989'S.F.M.F.  TOP OF HILL HAS BEEN SCRAPED OFF FOR GRAVEL.  STATION
 GK0989'IS ALMOST SURELY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1640 ***********************************************************************
 CS1640  DESIGNATION -  U
 CS1640  PID         -  CS1640
 CS1640  STATE/COUNTY-  TX/TARRANT
 CS1640  USGS QUAD   -  FORT WORTH (1981)
 CS1640
 CS1640                         *CURRENT SURVEY CONTROL
 CS1640  ___________________________________________________________________
 CS1640* NAD 83(1986)-  32 44 46.     (N)    097 19 15.     (W)     SCALED    
 CS1640* NAVD 88     -       184.709  (meters)     606.00   (feet)  ADJUSTED  
 CS1640  ___________________________________________________________________
 CS1640  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS1640  DYNAMIC HT  -         184.493 (meters)     605.29  (feet)  COMP
 CS1640  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 CS1640
 CS1640  VERT ORDER  -  FIRST     CLASS II
 CS1640
 CS1640.The horizontal coordinates were scaled from a topographic map and have
 CS1640.an estimated accuracy of +/- 6 seconds.
 CS1640
 CS1640.The orthometric height was determined by differential leveling
 CS1640.and adjusted by the National Geodetic Survey in June 1991..
 CS1640.WARNING-Repeat measurements at this control monument indicate possible
 CS1640.vertical movement.
 CS1640
 CS1640.The geoid height was determined by GEOID03.
 CS1640
 CS1640.The dynamic height is computed by dividing the NAVD 88
 CS1640.geopotential number by the normal gravity value computed on the
 CS1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1640.degrees latitude (g = 980.6199 gals.).
 CS1640
 CS1640.The modeled gravity was interpolated from observed gravity values.
 CS1640
 CS1640;                    North         East    Units  Estimated Accuracy
 CS1640;SPC TXNC     - 2,120,320.      710,500.      MT  (+/- 180 meters Scaled)
 CS1640
 CS1640                          SUPERSEDED SURVEY CONTROL
 CS1640
 CS1640  NGVD 29 (??/??/92)  184.67   (m)          605.9    (f) COMPUTED    1 2
 CS1640
 CS1640.Superseded values are not recommended for survey control.
 CS1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1640.See file dsdata.txt to determine how the superseded data were derived.
 CS1640
 CS1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB573243(NAD 83)
 CS1640_MARKER: Q = CHISELED SQUARE
 CS1640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1640_SP_SET: ABUTMENT
 CS1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1640
 CS1640  HISTORY     - Date     Condition        Report By
 CS1640  HISTORY     - UNK      MONUMENTED       CGS
 CS1640  HISTORY     - 1957     GOOD             NGS
 CS1640  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1640
 CS1640                          STATION DESCRIPTION
 CS1640
 CS1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1640'IN FORT WORTH.
 CS1640'AT FORT WORTH, ABOUT 0.4 MILE EAST OF THE T. AND P.R.R. STATION, ABOUT
 CS1640'1.2 MILES SOUTHEAST OF THE TARRANT COUNTY COURT HOUSE, IN THE TOP OF
 CS1640'THE SOUTH ABUTMENT OF THE EAST LANCASTER UNDERPASS UNDER THE M.K.T AND
 CS1640'S.P.R.R. TRACKS.  IT IS IN THE TOP OF THE SECOND ROW OF STONES FROM
 CS1640'THE TOP, ABOUT 19 FEET WEST AND 2 FEET LOWER THAN THE WEST RAIL, IN
 CS1640'THE WEST END OF THE SOUTH ABUTMENT.  A CHISELED SQUARE.
 CS1640
 CS1640                          STATION RECOVERY (1986)
 CS1640
 CS1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0155 ***********************************************************************
 BL0155  DESIGNATION -  U 100
 BL0155  PID         -  BL0155
 BL0155  STATE/COUNTY-  TX/TYLER
 BL0155  USGS QUAD   -  COLMESNEIL (1984)
 BL0155
 BL0155                         *CURRENT SURVEY CONTROL
 BL0155  ___________________________________________________________________
 BL0155* NAD 83(1986)-  30 54 12.     (N)    094 24 26.     (W)     SCALED    
 BL0155* NAVD 88     -        66.33   (+/-2cm)     217.6    (feet)  VERTCON   
 BL0155  ___________________________________________________________________
 BL0155  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BL0155
 BL0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0155
 BL0155.The horizontal coordinates were scaled from a topographic map and have
 BL0155.an estimated accuracy of +/- 6 seconds.
 BL0155
 BL0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0155.The vertical order pertains to the NGVD 29 superseded value.
 BL0155
 BL0155.The geoid height was determined by GEOID03.
 BL0155
 BL0155;                    North         East    Units  Estimated Accuracy
 BL0155;SPC TX C     - 3,152,180.    1,266,210.      MT  (+/- 180 meters Scaled)
 BL0155
 BL0155                          SUPERSEDED SURVEY CONTROL
 BL0155
 BL0155  NGVD 29 (??/??/92)   66.336  (m)          217.64   (f) ADJ UNCH    2 0
 BL0155
 BL0155.Superseded values are not recommended for survey control.
 BL0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0155.See file dsdata.txt to determine how the superseded data were derived.
 BL0155
 BL0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ655197(NAD 83)
 BL0155_MARKER: DB = BENCH MARK DISK
 BL0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0155_SP_SET: CULVERT
 BL0155_STAMPING: U 100 1952
 BL0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0155
 BL0155  HISTORY     - Date     Condition        Report By
 BL0155  HISTORY     - 1952     MONUMENTED       CGS
 BL0155
 BL0155                          STATION DESCRIPTION
 BL0155
 BL0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0155'0.95 MI E FROM COLMESNEIL.
 BL0155'0.95 MILE EAST ALONG FARM ROAD 1417 FROM THE STATE BANK AT COLMESNEIL,
 BL0155'15 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF
 BL0155'THE WEST END OF THE NORTH HEADWALL OF A 27 FOOT CONCRETE CULVERT OVER
 BL0155'A BRANCH OF WOLF CREEK, 250 FEET SOUTHEAST OF A SMALL DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0973 ***********************************************************************
 AY0973  DESIGNATION -  U 1000
 AY0973  PID         -  AY0973
 AY0973  STATE/COUNTY-  TX/BEXAR
 AY0973  USGS QUAD   -  CASTLE HILLS (1992)
 AY0973
 AY0973                         *CURRENT SURVEY CONTROL
 AY0973  ___________________________________________________________________
 AY0973* NAD 83(1986)-  29 35 26.     (N)    098 35 51.     (W)     SCALED    
 AY0973* NAVD 88     -       303.131  (meters)     994.52   (feet)  POSTED    
 AY0973  ___________________________________________________________________
 AY0973  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AY0973  DYNAMIC HT  -         302.690 (meters)     993.08  (feet)  COMP
 AY0973  MODELED GRAV-     979,168.6   (mgal)                       NAVD 88
 AY0973
 AY0973  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0973
 AY0973.The horizontal coordinates were scaled from a topographic map and have
 AY0973.an estimated accuracy of +/- 6 seconds.
 AY0973
 AY0973.The orthometric height was determined by differential leveling
 AY0973.and adjusted by the National Geodetic Survey in 1992..
 AY0973.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0973.rate of 0.0 thru 1.0 mm/km.
 AY0973
 AY0973.The geoid height was determined by GEOID03.
 AY0973
 AY0973.The dynamic height is computed by dividing the NAVD 88
 AY0973.geopotential number by the normal gravity value computed on the
 AY0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0973.degrees latitude (g = 980.6199 gals.).
 AY0973
 AY0973.The modeled gravity was interpolated from observed gravity values.
 AY0973
 AY0973;                    North         East    Units  Estimated Accuracy
 AY0973;SPC TXSC     - 4,194,810.      638,990.      MT  (+/- 180 meters Scaled)
 AY0973
 AY0973                          SUPERSEDED SURVEY CONTROL
 AY0973
 AY0973  NGVD 29 (??/??/92)  303.006  (m)          994.11   (f) ADJ UNCH    1 2
 AY0973
 AY0973.Superseded values are not recommended for survey control.
 AY0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0973.See file dsdata.txt to determine how the superseded data were derived.
 AY0973
 AY0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT389734(NAD 83)
 AY0973_MARKER: DB = BENCH MARK DISK
 AY0973_SETTING: 66 = SET IN ROCK OUTCROP
 AY0973_SP_SET: ROCK OUTCROP
 AY0973_STAMPING: U 1000 1953
 AY0973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0973+STABILITY: POSITION/ELEVATION WELL
 AY0973
 AY0973  HISTORY     - Date     Condition        Report By
 AY0973  HISTORY     - 1953     MONUMENTED       CGS
 AY0973  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0973  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0973
 AY0973                          STATION DESCRIPTION
 AY0973
 AY0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0973'3.6 MI NW FROM SAN ANTONIO.
 AY0973'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH
 AY0973'HUEBNER ROAD AT SAN ANTONIO, AT AN INTERSECTION WITH BACON ROAD, 79
 AY0973'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET SOUTH OF THE
 AY0973'CENTER LINE OF BACON ROAD, 19 FEET NORTHEAST OF A FENCE, 1.5 FEET
 AY0973'NORTHWEST OF A ROCK CAIRN, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 AY0973'LARGE FLAT LIMESTONE ROCK.
 AY0973
 AY0973                          STATION RECOVERY (1967)
 AY0973
 AY0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0973'MARK NOT FOUND.
 AY0973
 AY0973                          STATION RECOVERY (1995)
 AY0973
 AY0973'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0826 ***********************************************************************
 AY0826  DESIGNATION -  U 1001
 AY0826  PID         -  AY0826
 AY0826  STATE/COUNTY-  TX/BEXAR
 AY0826  USGS QUAD   -  MACDONA (1991)
 AY0826
 AY0826                         *CURRENT SURVEY CONTROL
 AY0826  ___________________________________________________________________
 AY0826* NAD 83(1986)-  29 16 33.     (N)    098 42 41.     (W)     SCALED    
 AY0826* NAVD 88     -       187.696  (meters)     615.80   (feet)  ADJUSTED  
 AY0826  ___________________________________________________________________
 AY0826  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AY0826  DYNAMIC HT  -         187.427 (meters)     614.92  (feet)  COMP
 AY0826  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 AY0826
 AY0826  VERT ORDER  -  FIRST     CLASS II
 AY0826
 AY0826.The horizontal coordinates were scaled from a topographic map and have
 AY0826.an estimated accuracy of +/- 6 seconds.
 AY0826
 AY0826.The orthometric height was determined by differential leveling
 AY0826.and adjusted by the National Geodetic Survey in June 1991..
 AY0826
 AY0826.The geoid height was determined by GEOID03.
 AY0826
 AY0826.The dynamic height is computed by dividing the NAVD 88
 AY0826.geopotential number by the normal gravity value computed on the
 AY0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0826.degrees latitude (g = 980.6199 gals.).
 AY0826
 AY0826.The modeled gravity was interpolated from observed gravity values.
 AY0826
 AY0826;                    North         East    Units  Estimated Accuracy
 AY0826;SPC TXSC     - 4,159,900.      628,040.      MT  (+/- 180 meters Scaled)
 AY0826
 AY0826                          SUPERSEDED SURVEY CONTROL
 AY0826
 AY0826  NGVD 29 (??/??/92)  187.579  (m)          615.42   (f) ADJ UNCH    1 2
 AY0826
 AY0826.Superseded values are not recommended for survey control.
 AY0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0826.See file dsdata.txt to determine how the superseded data were derived.
 AY0826
 AY0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT280385(NAD 83)
 AY0826_MARKER: DB = BENCH MARK DISK
 AY0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0826_STAMPING: U 1001 1953
 AY0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0826+STABILITY: SURFACE MOTION
 AY0826
 AY0826  HISTORY     - Date     Condition        Report By
 AY0826  HISTORY     - 1953     MONUMENTED       CGS
 AY0826  HISTORY     - 1956     GOOD             NGS
 AY0826  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0826
 AY0826                          STATION DESCRIPTION
 AY0826
 AY0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0826'1.25 MI SW FROM SAS JUNCTION.
 AY0826'1.25 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0826'RAILROAD FROM THE STATION SIGN AT SAS JUNCTION, 40 FEET SOUTHEAST OF
 AY0826'THE SOUTHEAST RAIL, 24 FEET SOUTHWEST OF MILEPOST 276, 2.8 FEET
 AY0826'NORTHWEST OF A FENCE, 2.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 AY0826'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0826
 AY0826                          STATION RECOVERY (1999)
 AY0826
 AY0826'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0365 ***********************************************************************
 AY0365  DESIGNATION -  U 1002
 AY0365  PID         -  AY0365
 AY0365  STATE/COUNTY-  TX/BEXAR
 AY0365  USGS QUAD   -  SOUTHTON (1992)
 AY0365
 AY0365                         *CURRENT SURVEY CONTROL
 AY0365  ___________________________________________________________________
 AY0365* NAD 83(1986)-  29 20 35.     (N)    098 22 42.     (W)     SCALED    
 AY0365* NAVD 88     -       183.005  (meters)     600.41   (feet)  POSTED    
 AY0365  ___________________________________________________________________
 AY0365  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY0365  DYNAMIC HT  -         182.740 (meters)     599.54  (feet)  COMP
 AY0365  MODELED GRAV-     979,190.1   (mgal)                       NAVD 88
 AY0365
 AY0365  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY0365
 AY0365.The horizontal coordinates were scaled from a topographic map and have
 AY0365.an estimated accuracy of +/- 6 seconds.
 AY0365
 AY0365.The orthometric height was determined by differential leveling
 AY0365.and adjusted by the National Geodetic Survey in 1992..
 AY0365.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY0365.rate of 3.1 thru 4.0 mm/km.
 AY0365
 AY0365.The geoid height was determined by GEOID03.
 AY0365
 AY0365.The dynamic height is computed by dividing the NAVD 88
 AY0365.geopotential number by the normal gravity value computed on the
 AY0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0365.degrees latitude (g = 980.6199 gals.).
 AY0365
 AY0365.The modeled gravity was interpolated from observed gravity values.
 AY0365
 AY0365;                    North         East    Units  Estimated Accuracy
 AY0365;SPC TXSC     - 4,167,480.      660,370.      MT  (+/- 180 meters Scaled)
 AY0365
 AY0365                          SUPERSEDED SURVEY CONTROL
 AY0365
 AY0365  NGVD 29 (??/??/92)  182.91   (m)          600.1    (f) COMPUTED    1 2
 AY0365
 AY0365.Superseded values are not recommended for survey control.
 AY0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0365.See file dsdata.txt to determine how the superseded data were derived.
 AY0365
 AY0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT603461(NAD 83)
 AY0365_MARKER: DB = BENCH MARK DISK
 AY0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0365_STAMPING: U 1002 1953
 AY0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0365+STABILITY: SURFACE MOTION
 AY0365
 AY0365  HISTORY     - Date     Condition        Report By
 AY0365  HISTORY     - 1953     MONUMENTED       CGS
 AY0365  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 AY0365
 AY0365                          STATION DESCRIPTION
 AY0365
 AY0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0365'2.8 MI NE FROM SAN ANTONIO.
 AY0365'2.0 MILES NORTHEAST ALONG W.W. WHITE ROAD FROM THE HIGHLAND SCHOOL AT
 AY0365'SAN ANTONIO, THENCE 0.8 MILE EAST ALONG CACIAS ROAD, AT THE CROSSING
 AY0365'OF A GAS PIPE LINE, 18 FEET NORTH OF THE CENTER LINE OF CACIAS ROAD,
 AY0365'15 FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 17
 AY0365'FEET WEST OF A GAS PIPE LINE, 1.6 FEET SOUTH OF A FENCE, 2.6 FEET WEST
 AY0365'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY0365'0.5 FOOT ABOVE THE GROUND.
 AY0365
 AY0365                          STATION RECOVERY (1959)
 AY0365
 AY0365'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AY0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1064 ***********************************************************************
 AY1064  DESIGNATION -  U 1003 RESET 1961
 AY1064  PID         -  AY1064
 AY1064  STATE/COUNTY-  TX/KENDALL
 AY1064  USGS QUAD   -  BERGHEIM (1973)
 AY1064
 AY1064                         *CURRENT SURVEY CONTROL
 AY1064  ___________________________________________________________________
 AY1064* NAD 83(1986)-  29 48 55.     (N)    098 36 26.     (W)     SCALED    
 AY1064* NAVD 88     -       446.60   (+/-2cm)    1465.2    (feet)  VERTCON   
 AY1064  ___________________________________________________________________
 AY1064  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AY1064
 AY1064  VERT ORDER  -  THIRD (See Below)
 AY1064
 AY1064.The horizontal coordinates were scaled from a topographic map and have
 AY1064.an estimated accuracy of +/- 6 seconds.
 AY1064
 AY1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1064.The vertical order pertains to the NGVD 29 superseded value.
 AY1064
 AY1064.The geoid height was determined by GEOID03.
 AY1064
 AY1064;                    North         East    Units  Estimated Accuracy
 AY1064;SPC TXSC     - 4,219,720.      637,960.      MT  (+/- 180 meters Scaled)
 AY1064
 AY1064                          SUPERSEDED SURVEY CONTROL
 AY1064
 AY1064  NGVD 29 (01/29/03)  446.50   (m)         1464.9    (f) RESET       3  
 AY1064
 AY1064.Superseded values are not recommended for survey control.
 AY1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1064.See file dsdata.txt to determine how the superseded data were derived.
 AY1064
 AY1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT379983(NAD 83)
 AY1064_MARKER: DB = BENCH MARK DISK
 AY1064_SETTING: 66 = SET IN ROCK OUTCROP
 AY1064_SP_SET: ROCK OUTCROP
 AY1064_STAMPING: U 1003 RESET 1961
 AY1064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1064+STABILITY: POSITION/ELEVATION WELL
 AY1064
 AY1064  HISTORY     - Date     Condition        Report By
 AY1064  HISTORY     - 1961     MONUMENTED       CGS
 AY1064  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1064
 AY1064                          STATION DESCRIPTION
 AY1064
 AY1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AY1064'2.1 MI W FROM BERGHEIM.
 AY1064'ABOUT 2.1 MILES WEST OF BERGHEIM STORE AND POST OFFICE, ALONG F.M. 475
 AY1064'ABOUT 19 YARDS SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF THE HIGHWAY, A
 AY1064'DISK STAMPED U 1003 RESET 1961 AND SET IN A DRILL HOLE IN A ROCK
 AY1064'OUTCROP, ALONG THE NORTHWEST SLOPE OF A ROCKY RIDGE AND ABOUT 10 FEET
 AY1064'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF AN OLD DIM ROAD THAT
 AY1064'FOLLOWS AROUND THE BASE OF THE ROCKY SLOPE.  THE MARK IS ABOUT FLUSH
 AY1064'WITH THE SLOPE.
 AY1064
 AY1064                          STATION RECOVERY (1990)
 AY1064
 AY1064'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1085 ***********************************************************************
 AY1085  DESIGNATION -  U 1004
 AY1085  PID         -  AY1085
 AY1085  STATE/COUNTY-  TX/KENDALL
 AY1085  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1085
 AY1085                         *CURRENT SURVEY CONTROL
 AY1085  ___________________________________________________________________
 AY1085* NAD 83(1986)-  29 44 57.     (N)    098 49 10.     (W)     SCALED    
 AY1085* NAVD 88     -       501.959  (meters)    1646.84   (feet)  ADJUSTED  
 AY1085  ___________________________________________________________________
 AY1085  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AY1085  DYNAMIC HT  -         501.224 (meters)    1644.43  (feet)  COMP
 AY1085  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AY1085
 AY1085  VERT ORDER  -  SECOND    CLASS 0
 AY1085
 AY1085.The horizontal coordinates were scaled from a topographic map and have
 AY1085.an estimated accuracy of +/- 6 seconds.
 AY1085
 AY1085.The orthometric height was determined by differential leveling
 AY1085.and adjusted by the National Geodetic Survey in June 1991..
 AY1085
 AY1085.The geoid height was determined by GEOID03.
 AY1085
 AY1085.The dynamic height is computed by dividing the NAVD 88
 AY1085.geopotential number by the normal gravity value computed on the
 AY1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1085.degrees latitude (g = 980.6199 gals.).
 AY1085
 AY1085.The modeled gravity was interpolated from observed gravity values.
 AY1085
 AY1085;                    North         East    Units  Estimated Accuracy
 AY1085;SPC TXSC     - 4,212,340.      617,460.      MT  (+/- 180 meters Scaled)
 AY1085
 AY1085                          SUPERSEDED SURVEY CONTROL
 AY1085
 AY1085  NGVD 29 (??/??/92)  501.853  (m)         1646.50   (f) ADJ UNCH    2 0
 AY1085
 AY1085.Superseded values are not recommended for survey control.
 AY1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1085.See file dsdata.txt to determine how the superseded data were derived.
 AY1085
 AY1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT174910(NAD 83)
 AY1085_MARKER: DB = BENCH MARK DISK
 AY1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1085_STAMPING: U 1004 1953
 AY1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1085+STABILITY: SURFACE MOTION
 AY1085
 AY1085  HISTORY     - Date     Condition        Report By
 AY1085  HISTORY     - 1953     MONUMENTED       CGS
 AY1085  HISTORY     - 19940302 GOOD             USPSQD
 AY1085  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AY1085
 AY1085                          STATION DESCRIPTION
 AY1085
 AY1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1085'7.4 MI SW FROM BOERNE.
 AY1085'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1085'THENCE 6.5 MILES SOUTHWEST ALONG A FARM ROAD WHICH IS NOW UNDER
 AY1085'CONSTRUCTION, 36 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 7.5
 AY1085'FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A FENCE, 2
 AY1085'FEET NORTHEAST OF A WITNESS POST, 1.0 MILE NORTHEAST OF BENCH MARK V
 AY1085'1004, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY1085'THE GROUND.
 AY1085
 AY1085                          STATION RECOVERY (1994)
 AY1085
 AY1085'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1085'RECOVERED IN GOOD CONDITION.
 AY1085
 AY1085                          STATION RECOVERY (2005)
 AY1085
 AY1085'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 AY1085'DUE TO NEW ROADS AND BUILDINGS THE INSTRUCTIONS NEED TO BE REVISED IF
 AY1085'THE MARKER CAN BE LOCATED. IT APPEARS THAT NEW TELEPHONE POLES AND
 AY1085'ROAD CONSTRUCTION HAS ALSO BEEN DONE IN THE AREA BUT I COULD NOT BE
 AY1085'CERTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1765 ***********************************************************************
 AW1765  DESIGNATION -  U 1007
 AW1765  PID         -  AW1765
 AW1765  STATE/COUNTY-  TX/HARRIS
 AW1765  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1765
 AW1765                         *CURRENT SURVEY CONTROL
 AW1765  ___________________________________________________________________
 AW1765* NAD 83(1986)-  29 51 20.     (N)    095 31 28.     (W)     SCALED    
 AW1765* NAVD 88     -        27.726  (meters)      90.96   (feet)  ADJUSTED  
 AW1765  ___________________________________________________________________
 AW1765  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW1765  DYNAMIC HT  -          27.689 (meters)      90.84  (feet)  COMP
 AW1765  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 AW1765
 AW1765  VERT ORDER  -  FIRST     CLASS II
 AW1765
 AW1765.The horizontal coordinates were scaled from a topographic map and have
 AW1765.an estimated accuracy of +/- 6 seconds.
 AW1765
 AW1765.The orthometric height was determined by differential leveling
 AW1765.and adjusted by the National Geodetic Survey in June 1991..
 AW1765
 AW1765.The geoid height was determined by GEOID03.
 AW1765
 AW1765.The dynamic height is computed by dividing the NAVD 88
 AW1765.geopotential number by the normal gravity value computed on the
 AW1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1765.degrees latitude (g = 980.6199 gals.).
 AW1765
 AW1765.The modeled gravity was interpolated from observed gravity values.
 AW1765
 AW1765;                    North         East    Units  Estimated Accuracy
 AW1765;SPC TXSC     - 4,229,110.      935,750.      MT  (+/- 180 meters Scaled)
 AW1765
 AW1765                          SUPERSEDED SURVEY CONTROL
 AW1765
 AW1765  NGVD 29 (12/23/87)   27.720  (m)           90.94   (f) ADJUSTED    1 2
 AW1765
 AW1765.Superseded values are not recommended for survey control.
 AW1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1765.See file dsdata.txt to determine how the superseded data were derived.
 AW1765
 AW1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP561054(NAD 83)
 AW1765_MARKER: DB = BENCH MARK DISK
 AW1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1765_SP_SET: CONCRETE POST
 AW1765_STAMPING: U 1007 1954
 AW1765_MARK LOGO: CGS   
 AW1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1765+STABILITY: SURFACE MOTION
 AW1765
 AW1765  HISTORY     - Date     Condition        Report By
 AW1765  HISTORY     - 1954     MONUMENTED       CGS
 AW1765  HISTORY     - 1973     GOOD             NGS
 AW1765  HISTORY     - 1978     GOOD             NGS
 AW1765  HISTORY     - 1986     GOOD             NGS
 AW1765  HISTORY     - 19941022 GOOD             USPSQD
 AW1765
 AW1765                          STATION DESCRIPTION
 AW1765
 AW1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1765'1.3 MI N FROM FAIRBANKS.
 AW1765'ABOUT 0.9 MILE SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1765'FAIRBANKS, THENCE 0.4 MILE NORTH ALONG KAISER ST., AT THE JUNCTION OF
 AW1765'KAISER ST. AND FAIRBANKS NORTH HOUSTON RD., 86 FEET SOUTH OF THE
 AW1765'CENTER LINE OF THE JUNCTION, 27 1/2 FEET SOUTHEAST OF THE CENTER LINE
 AW1765'OF KAISER ST., 31.4 FEET WEST OF THE CENTER LINE OF FAIRBANKS NORTH
 AW1765'HOUSTON RD., 7 FEET SOUTH OF A POWER POLE, 1 FOOT NORTHEAST OF A METAL
 AW1765'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW1765'CONCRETE POST FLUSH WITH THE GROUND.
 AW1765
 AW1765                          STATION RECOVERY (1978)
 AW1765
 AW1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1765'ADD=21 FEET NORTHEAST OF A POWER POLE, NUMBER 6302.  DELETE=7 FEET
 AW1765'SOUTH OF A POWER POLE.
 AW1765
 AW1765                          STATION RECOVERY (1986)
 AW1765
 AW1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1765'RECOVERED IN GOOD CONDITION.
 AW1765
 AW1765                          STATION RECOVERY (1994)
 AW1765
 AW1765'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1612 ***********************************************************************
 BL1612  DESIGNATION -  U 1009
 BL1612  PID         -  BL1612
 BL1612  STATE/COUNTY-  TX/HARRIS
 BL1612  USGS QUAD   -  HOCKLEY (1980)
 BL1612
 BL1612                         *CURRENT SURVEY CONTROL
 BL1612  ___________________________________________________________________
 BL1612* NAD 83(1986)-  30 00 34.     (N)    095 47 57.     (W)     SCALED    
 BL1612* NAVD 88     -        61.036  (meters)     200.25   (feet)  ADJUSTED  
 BL1612  ___________________________________________________________________
 BL1612  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BL1612  DYNAMIC HT  -          60.953 (meters)     199.98  (feet)  COMP
 BL1612  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 BL1612
 BL1612  VERT ORDER  -  FIRST     CLASS II
 BL1612
 BL1612.The horizontal coordinates were scaled from a topographic map and have
 BL1612.an estimated accuracy of +/- 6 seconds.
 BL1612
 BL1612.The orthometric height was determined by differential leveling
 BL1612.and adjusted by the National Geodetic Survey in June 1991..
 BL1612
 BL1612.The geoid height was determined by GEOID03.
 BL1612
 BL1612.The dynamic height is computed by dividing the NAVD 88
 BL1612.geopotential number by the normal gravity value computed on the
 BL1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1612.degrees latitude (g = 980.6199 gals.).
 BL1612
 BL1612.The modeled gravity was interpolated from observed gravity values.
 BL1612
 BL1612;                    North         East    Units  Estimated Accuracy
 BL1612;SPC TXSC     - 4,245,400.      908,750.      MT  (+/- 180 meters Scaled)
 BL1612
 BL1612                          SUPERSEDED SURVEY CONTROL
 BL1612
 BL1612  NGVD 29 (12/23/87)   61.028  (m)          200.22   (f) ADJUSTED    1 2
 BL1612
 BL1612.Superseded values are not recommended for survey control.
 BL1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1612.See file dsdata.txt to determine how the superseded data were derived.
 BL1612
 BL1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP299231(NAD 83)
 BL1612_MARKER: DB = BENCH MARK DISK
 BL1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1612_SP_SET: CONCRETE POST
 BL1612_STAMPING: U 1009 1954
 BL1612_MARK LOGO: CGS   
 BL1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1612+STABILITY: SURFACE MOTION
 BL1612
 BL1612  HISTORY     - Date     Condition        Report By
 BL1612  HISTORY     - 1954     MONUMENTED       CGS
 BL1612  HISTORY     - 1973     GOOD             NGS
 BL1612  HISTORY     - 1978     GOOD             NGS
 BL1612  HISTORY     - 1986     GOOD             NGS
 BL1612  HISTORY     - 19940326 GOOD             USPSQD
 BL1612
 BL1612                          STATION DESCRIPTION
 BL1612
 BL1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1612'3 MI SE FROM HOCKLEY.
 BL1612'ABOUT 3 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 BL1612'HOCKLEY, ABOUT 0.35 MILE SOUTHEAST OF RAILROAD UNIPOST 33, 80 1/2 FEET
 BL1612'EAST-NORTHEAST OF THE CENTER OF THE CROSSING OF A RAILROAD WITH A
 BL1612'PAVED ROAD, 68.7 FEET WEST OF HIGHWAY MILEPOST NO. 0 (SPEEDOMETER
 BL1612'CHECK), 56.6 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE
 BL1612'OF THE HIGHWAY, 38 FEET NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT WEST
 BL1612'OF A METAL WITNESS POST, 3 1/2 FEET BELOW THE LEVEL OF THE RAIL, AND
 BL1612'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BL1612
 BL1612                          STATION RECOVERY (1978)
 BL1612
 BL1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1612'RECOVERED IN GOOD CONDITION.
 BL1612
 BL1612                          STATION RECOVERY (1986)
 BL1612
 BL1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1612'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.8 KM (3.0 MI)
 BL1612'SOUTHEAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH HEGAR ROAD IN
 BL1612'HOCKLEY.
 BL1612
 BL1612                          STATION RECOVERY (1994)
 BL1612
 BL1612'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2159 ***********************************************************************
 BX2159  DESIGNATION -  U 101
 BX2159  PID         -  BX2159
 BX2159  STATE/COUNTY-  TX/JASPER
 BX2159  USGS QUAD   -  HARRISBURG (1984)
 BX2159
 BX2159                         *CURRENT SURVEY CONTROL
 BX2159  ___________________________________________________________________
 BX2159* NAD 83(1986)-  31 01 13.     (N)    093 59 18.     (W)     SCALED    
 BX2159* NAVD 88     -       137.53   (+/-2cm)     451.2    (feet)  VERTCON   
 BX2159  ___________________________________________________________________
 BX2159  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BX2159
 BX2159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2159
 BX2159.The horizontal coordinates were scaled from a topographic map and have
 BX2159.an estimated accuracy of +/- 6 seconds.
 BX2159
 BX2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2159.The vertical order pertains to the NGVD 29 superseded value.
 BX2159
 BX2159.The geoid height was determined by GEOID03.
 BX2159
 BX2159;                    North         East    Units  Estimated Accuracy
 BX2159;SPC TX C     - 3,167,330.    1,305,450.      MT  (+/- 180 meters Scaled)
 BX2159
 BX2159                          SUPERSEDED SURVEY CONTROL
 BX2159
 BX2159  NGVD 29 (??/??/??)  137.523  (m)          451.19   (f) ADJUSTED    2 0
 BX2159
 BX2159.Superseded values are not recommended for survey control.
 BX2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2159.See file dsdata.txt to determine how the superseded data were derived.
 BX2159
 BX2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ056322(NAD 83)
 BX2159_MARKER: DB = BENCH MARK DISK
 BX2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2159_STAMPING: U 101 1952
 BX2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2159+STABILITY: SURFACE MOTION
 BX2159
 BX2159  HISTORY     - Date     Condition        Report By
 BX2159  HISTORY     - 1952     MONUMENTED       CGS
 BX2159  HISTORY     - 1979     GOOD             USGS
 BX2159
 BX2159                          STATION DESCRIPTION
 BX2159
 BX2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2159'8.75 MI NW FROM JASPER.
 BX2159'3 BLOCKS EAST ALONG U.S. HIGHWAY 190 FROM THE COURTHOUSE AT JASPER,
 BX2159'THENCE 7.7 MILES NORTH ALONG U.S. HIGHWAY 96, THENCE 1.05 MILES
 BX2159'SOUTHWEST ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH A NORTH AND
 BX2159'SOUTH GRADED DIRT ROAD, 115 FEET WEST OF THE CENTER LINE OF A DIRT
 BX2159'ROAD, 93 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 43 FEET
 BX2159'NORTHEAST OF A LONE 14 INCH PINE TREE, 1.6 FEET SOUTHEAST OF A FENCE,
 BX2159'1 FOOT SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX2159'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BX2159
 BX2159                          STATION RECOVERY (1979)
 BX2159
 BX2159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX2159'3 BLOCKS EAST ALONG HOUSTON STREET FROM THE COURTHOUSE AT JASPER,
 BX2159'THENCE 5.7 MILES NORTH ALONG HIGHWAY 96, THENCE 1.3 MILES
 BX2159'NORTH-NORTHWEST ALONG GRADED ROAD, AT A ROAD JUNCTION, 115 FEET WEST
 BX2159'OF THE CENTERLINE OF A DIRT ROAD, 93 FEET NORTHEAST OF THE CENTERLINE
 BX2159'OF THE GRADED ROAD, 28 FEET NORTHEAST OF THE CENTER OF A GATE, 1.6
 BX2159'FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BX2159'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1628 ***********************************************************************
 BL1628  DESIGNATION -  U 1010
 BL1628  PID         -  BL1628
 BL1628  STATE/COUNTY-  TX/HARRIS
 BL1628  USGS QUAD   -  ROSE HILL (1980)
 BL1628
 BL1628                         *CURRENT SURVEY CONTROL
 BL1628  ___________________________________________________________________
 BL1628* NAD 83(1986)-  30 02 02.     (N)    095 41 52.     (W)     SCALED    
 BL1628* NAVD 88     -        50.804  (meters)     166.68   (feet)  ADJUSTED  
 BL1628  ___________________________________________________________________
 BL1628  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL1628  DYNAMIC HT  -          50.735 (meters)     166.45  (feet)  COMP
 BL1628  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 BL1628
 BL1628  VERT ORDER  -  FIRST     CLASS II
 BL1628
 BL1628.The horizontal coordinates were scaled from a topographic map and have
 BL1628.an estimated accuracy of +/- 6 seconds.
 BL1628
 BL1628.The orthometric height was determined by differential leveling
 BL1628.and adjusted by the National Geodetic Survey in June 1991..
 BL1628
 BL1628.The geoid height was determined by GEOID03.
 BL1628
 BL1628.The dynamic height is computed by dividing the NAVD 88
 BL1628.geopotential number by the normal gravity value computed on the
 BL1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1628.degrees latitude (g = 980.6199 gals.).
 BL1628
 BL1628.The modeled gravity was interpolated from observed gravity values.
 BL1628
 BL1628;                    North         East    Units  Estimated Accuracy
 BL1628;SPC TXSC     - 4,248,380.      918,450.      MT  (+/- 180 meters Scaled)
 BL1628
 BL1628                          SUPERSEDED SURVEY CONTROL
 BL1628
 BL1628  NGVD 29 (12/23/87)   50.798  (m)          166.66   (f) ADJUSTED    1 2
 BL1628
 BL1628.Superseded values are not recommended for survey control.
 BL1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1628.See file dsdata.txt to determine how the superseded data were derived.
 BL1628
 BL1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP398256(NAD 83)
 BL1628_MARKER: DB = BENCH MARK DISK
 BL1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1628_SP_SET: CONCRETE POST
 BL1628_STAMPING: U 1010 1954
 BL1628_MARK LOGO: CGS   
 BL1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1628+STABILITY: SURFACE MOTION
 BL1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1628+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1628
 BL1628  HISTORY     - Date     Condition        Report By
 BL1628  HISTORY     - 1954     MONUMENTED       CGS
 BL1628  HISTORY     - 1978     GOOD             NGS
 BL1628  HISTORY     - 1986     GOOD             NGS
 BL1628  HISTORY     - 19931106 GOOD             USPSQD
 BL1628  HISTORY     - 20050108 GOOD             USPSQD
 BL1628
 BL1628                          STATION DESCRIPTION
 BL1628
 BL1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1628'4.7 MI N FROM CYPRESS.
 BL1628'0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BL1628'CYPRESS, THENCE 4.5 MILES NORTH ALONG THE CYPRESS AND ROSE HILL ROAD,
 BL1628'32 FEET WEST OF THE CENTER LINE OF THE CYPRESS AND ROSE HILL ROAD, 85
 BL1628'FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING WEST, 2
 BL1628'FEET WEST OF A FENCE, 2.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 BL1628'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1628
 BL1628                          STATION RECOVERY (1978)
 BL1628
 BL1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1628'4.5 MILES NORTH ALONG CYPRESS-ROSE HILL ROAD FROM ITS JUNCTION WITH
 BL1628'HIGHWAY 290 IN CYPRESS, 32 FEET SOUTH OF THE CENTERLINE OF CYPRESS-
 BL1628'ROSE HILL ROAD, 85 FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE-
 BL1628'WAY LEADING WEST, 2 FEET WEST OF A FENCE, AND 2.5 FEET NORTHWEST OF
 BL1628'A WITNESS POST.
 BL1628
 BL1628                          STATION RECOVERY (1986)
 BL1628
 BL1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1628'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM (0.2 MI)
 BL1628'NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH SPRING-CYPRESS
 BL1628'ROAD IN CYPRESS, THENCE 7.3 KM (4.55 MI) NORTHERLY ALONG CYPRESS-ROSE
 BL1628'HILL ROAD.  NOTE--THE DIRECTION TO THE CETER OF CYPRESS-ROSE HILL ROAD
 BL1628'WAS FOUND TO BE WEST INSTEAD OF SOUTH.
 BL1628
 BL1628                          STATION RECOVERY (1993)
 BL1628
 BL1628'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1628'RECOVERED IN GOOD CONDITION.
 BL1628
 BL1628                          STATION RECOVERY (2005)
 BL1628
 BL1628'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2511 ***********************************************************************
 AW2511  DESIGNATION -  U 1011
 AW2511  PID         -  AW2511
 AW2511  STATE/COUNTY-  TX/CHAMBERS
 AW2511  USGS QUAD   -  WHITES RANCH (1993)
 AW2511
 AW2511                         *CURRENT SURVEY CONTROL
 AW2511  ___________________________________________________________________
 AW2511* NAD 83(1986)-  29 43 09.     (N)    094 22 29.     (W)     SCALED    
 AW2511* NAVD 88     -         5.47   (+/-2cm)      17.9    (feet)  VERTCON   
 AW2511  ___________________________________________________________________
 AW2511  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2511
 AW2511  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2511
 AW2511.The horizontal coordinates were scaled from a topographic map and have
 AW2511.an estimated accuracy of +/- 6 seconds.
 AW2511
 AW2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2511.The vertical order pertains to the NGVD 29 superseded value.
 AW2511
 AW2511.The geoid height was determined by GEOID03.
 AW2511
 AW2511;                    North         East    Units  Estimated Accuracy
 AW2511;SPC TXSC     - 4,217,850.    1,047,360.      MT  (+/- 180 meters Scaled)
 AW2511
 AW2511                          SUPERSEDED SURVEY CONTROL
 AW2511
 AW2511  NGVD 29 (??/??/92)    5.469  (m)           17.94   (f) ADJ UNCH    1 2
 AW2511
 AW2511.Superseded values are not recommended for survey control.
 AW2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2511.See file dsdata.txt to determine how the superseded data were derived.
 AW2511
 AW2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN670884(NAD 83)
 AW2511_MARKER: DB = BENCH MARK DISK
 AW2511_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2511_SP_SET: TOP OF CONCRETE RETAINING WALL
 AW2511_STAMPING: U 1011 1953
 AW2511_MARK LOGO: CGS   
 AW2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2511+STABILITY: SURFACE MOTION
 AW2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW2511+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 AW2511
 AW2511  HISTORY     - Date     Condition        Report By
 AW2511  HISTORY     - 1953     MONUMENTED       CGS
 AW2511  HISTORY     - 1958     GOOD             NGS
 AW2511  HISTORY     - 19891218 GOOD             MERRIC
 AW2511  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 AW2511  HISTORY     - 19961125 GOOD             USPSQD
 AW2511  HISTORY     - 20010331 GOOD             NGS
 AW2511  HISTORY     - 20031022 GOOD             USPSQD
 AW2511  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW2511
 AW2511                          STATION DESCRIPTION
 AW2511
 AW2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2511'5.15 MI S FROM STOWELL.
 AW2511'ABOUT 5.15 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2511'STOWELL, AT THE FONTENOTS RICE DRYER AND ELEVATOR WHICH IS LOCATED AT
 AW2511'SEA BREEZE SIDING, IN THE TOP OF THE WEST CONCRETE RETAINING WALL OF A
 AW2511'DIRT RAMP LEADING INTO THE DRYER, 62 FEET EAST OF THE CENTER LINE OF
 AW2511'THE HIGHWAY, 83 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF
 AW2511'THE GULF, COLORADO AND SANTA FE RAILROAD, 1 FOOT NORTH OF THE
 AW2511'NORTHWEST CORNER OF THE DRYER BUILDING, AND ABOUT 4 FEET ABOVE THE
 AW2511'LEVEL OF THE HIGHWAY.
 AW2511
 AW2511                          STATION RECOVERY (1989)
 AW2511
 AW2511'RECOVERY NOTE BY MERRICK AND COMPANY 1989
 AW2511'RECOVERED IN GOOD CONDITION.
 AW2511
 AW2511                          STATION RECOVERY (1995)
 AW2511
 AW2511'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2511'MARK NOT FOUND.
 AW2511
 AW2511                          STATION RECOVERY (1996)
 AW2511
 AW2511'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2511'RECOVERED IN GOOD CONDITION.
 AW2511
 AW2511                          STATION RECOVERY (2001)
 AW2511
 AW2511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2511'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2511
 AW2511                          STATION RECOVERY (2003)
 AW2511
 AW2511'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2511'RECOVERED IN GOOD CONDITION.
 AW2511
 AW2511                          STATION RECOVERY (2005)
 AW2511
 AW2511'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2789 ***********************************************************************
 AW2789  DESIGNATION -  U 1012
 AW2789  PID         -  AW2789
 AW2789  STATE/COUNTY-  TX/CHAMBERS
 AW2789  USGS QUAD   -  ANAHUAC (1993)
 AW2789
 AW2789                         *CURRENT SURVEY CONTROL
 AW2789  ___________________________________________________________________
 AW2789* NAD 83(1986)-  29 47 13.     (N)    094 38 26.     (W)     SCALED    
 AW2789* NAVD 88     -         6.50   (+/-2cm)      21.3    (feet)  VERTCON   
 AW2789  ___________________________________________________________________
 AW2789  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2789
 AW2789  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2789
 AW2789.The horizontal coordinates were scaled from a topographic map and have
 AW2789.an estimated accuracy of +/- 6 seconds.
 AW2789
 AW2789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2789.The vertical order pertains to the NGVD 29 superseded value.
 AW2789
 AW2789.The geoid height was determined by GEOID03.
 AW2789
 AW2789;                    North         East    Units  Estimated Accuracy
 AW2789;SPC TXSC     - 4,224,370.    1,021,380.      MT  (+/- 180 meters Scaled)
 AW2789
 AW2789                          SUPERSEDED SURVEY CONTROL
 AW2789
 AW2789  NGVD 29 (??/??/92)    6.502  (m)           21.33   (f) ADJ UNCH    1 2
 AW2789
 AW2789.Superseded values are not recommended for survey control.
 AW2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2789.See file dsdata.txt to determine how the superseded data were derived.
 AW2789
 AW2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN414963(NAD 83)
 AW2789_MARKER: DB = BENCH MARK DISK
 AW2789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2789_SP_SET: CULVERT
 AW2789_STAMPING: U 1012 1953
 AW2789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2789
 AW2789  HISTORY     - Date     Condition        Report By
 AW2789  HISTORY     - 1953     MONUMENTED       CGS
 AW2789  HISTORY     - 1959     MARK NOT FOUND   NGS
 AW2789  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW2789  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2789  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2789  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AW2789
 AW2789                          STATION DESCRIPTION
 AW2789
 AW2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2789'3.15 MI E FROM ANAHUAC.
 AW2789'0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COURTHOUSE AT
 AW2789'ANAHUAC, THENCE 2.9 MILES EAST ALONG STATE HIGHWAY 61, AT A JUNCTION
 AW2789'WITH STATE HIGHWAY 73 T, 174 FEET EAST OF THE CENTER LINE OF STATE
 AW2789'HIGHWAY 61, 144 FEET NORTH OF THE NORTH CORNER OF A GULF SERVICE
 AW2789'STATION, 21.3 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 73 T.
 AW2789'3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 AW2789'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER
 AW2789'STATE HIGHWAY 73 T.
 AW2789
 AW2789                          STATION RECOVERY (1959)
 AW2789
 AW2789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2789'MARK NOT FOUND.
 AW2789
 AW2789                          STATION RECOVERY (1996)
 AW2789
 AW2789'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2789'MARK NOT FOUND.
 AW2789
 AW2789                          STATION RECOVERY (2001)
 AW2789
 AW2789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2789'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2789
 AW2789                          STATION RECOVERY (2004)
 AW2789
 AW2789'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2789'MARK NOT FOUND.
 AW2789
 AW2789                          STATION RECOVERY (2004)
 AW2789
 AW2789'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW2789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1534 ***********************************************************************
 AW1534  DESIGNATION -  U 1013
 AW1534  PID         -  AW1534
 AW1534  STATE/COUNTY-  TX/HARRIS
 AW1534  USGS QUAD   -  MORGANS POINT (1993)
 AW1534
 AW1534                         *CURRENT SURVEY CONTROL
 AW1534  ___________________________________________________________________
 AW1534* NAD 83(1986)-  29 42 52.     (N)    094 58 55.     (W)     SCALED    
 AW1534* NAVD 88     -         3.88   (+/-2cm)      12.7    (feet)  VERTCON   
 AW1534  ___________________________________________________________________
 AW1534  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1534  OBS GRAVITY -     979,283.9   (mgal)                       GRAV_OBS
 AW1534
 AW1534  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1534
 AW1534.The horizontal coordinates were scaled from a topographic map and have
 AW1534.an estimated accuracy of +/- 6 seconds.
 AW1534
 AW1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1534.The vertical order pertains to the NGVD 29 superseded value.
 AW1534
 AW1534.The geoid height was determined by GEOID03.
 AW1534.The observed gravity was obtained from relative gravimeter ties
 AW1534.to the IGSN71 gravity network.
 AW1534
 AW1534;                    North         East    Units  Estimated Accuracy
 AW1534;SPC TXSC     - 4,215,160.      988,670.      MT  (+/- 180 meters Scaled)
 AW1534
 AW1534                          SUPERSEDED SURVEY CONTROL
 AW1534
 AW1534  NGVD 29 (??/??/92)    3.878  (m)           12.72   (f) ADJ UNCH    1 2
 AW1534
 AW1534.Superseded values are not recommended for survey control.
 AW1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1534.See file dsdata.txt to determine how the superseded data were derived.
 AW1534
 AW1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN082887(NAD 83)
 AW1534_MARKER: DB = BENCH MARK DISK
 AW1534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1534_SP_SET: FOUNDATION
 AW1534_STAMPING: U 1013 1953
 AW1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1534
 AW1534  HISTORY     - Date     Condition        Report By
 AW1534  HISTORY     - 1953     MONUMENTED       CGS
 AW1534  HISTORY     - 1973     GOOD             NGS
 AW1534  HISTORY     - 1978     GOOD             NGS
 AW1534  HISTORY     - 1978     GOOD             DOD
 AW1534  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1534  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1534  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1534  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1534  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1534  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1534  HISTORY     - 19900307 MARK NOT FOUND   USPSQD
 AW1534  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW1534  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1534
 AW1534                          STATION DESCRIPTION
 AW1534
 AW1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1534'1.9 MI SW FROM BAYTOWN.
 AW1534'ABOUT 0.15 MILE EAST ALONG WEST DEFEE ST. FROM POST OFFICE AT BAYTOWN,
 AW1534'THENCE 0.8 MILE SOUTH ALONG MAIN ST., THENCE 0.5 MILE WEST ALONG W.
 AW1534'MAIN ST., THENCE 0.45 MILE SOUTH ALONG LEE DR., ABOUT 100 YARDS WEST
 AW1534'OF THE INTERSECTION WITH STATE HWY. 146, 106 FEET NORTH OF THE CENTER
 AW1534'LINE OF THE NORTH LANE OF STATE HWY. 146 (WEST-BOUND LANE), 9 FEET
 AW1534'SOUTHEAST OF AN 8-INCH FORKED TALLOW TREE, 4.2 FEET SOUTHEAST OF THE
 AW1534'SOUTHEAST CORNER OF THE CONCRETE FOOTING OF AN OIL WELL DERRICK,
 AW1534'(DERRICK REMOVED - WELL ABANDONED), SET IN THE TOP OF THE SOUTHEAST
 AW1534'CORNER OF THE CONCRETE FOUNDATION OF THE FOOTING FLUSH WITH THE
 AW1534'GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW1534
 AW1534                          STATION RECOVERY (1978)
 AW1534
 AW1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1534'RECOVERED IN GOOD CONDITION.
 AW1534
 AW1534                          STATION RECOVERY (1978)
 AW1534
 AW1534'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1534'RECOVERED IN GOOD CONDITION.
 AW1534
 AW1534                          STATION RECOVERY (1987)
 AW1534
 AW1534'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1534'MARK NOT FOUND.
 AW1534
 AW1534                          STATION RECOVERY (1987)
 AW1534
 AW1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1534'NOT RECOVERED, A VISIT TO THE COASTAL OIL AND GAS CORP., AND WAS
 AW1534'INFORMED THAT THE MARK LOCATION HAD BEEN CAPPED OFF SEVERAL YEARS AGO,
 AW1534'CONSIDER DESTROYED.
 AW1534
 AW1534                          STATION RECOVERY (1988)
 AW1534
 AW1534'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1534'MARK NOT FOUND.
 AW1534
 AW1534                          STATION RECOVERY (1988)
 AW1534
 AW1534'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1534'MARK NOT FOUND.
 AW1534
 AW1534                          STATION RECOVERY (1989)
 AW1534
 AW1534'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1534'MARK NOT FOUND.
 AW1534
 AW1534                          STATION RECOVERY (1989)
 AW1534
 AW1534'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1534'MARK NOT FOUND.
 AW1534
 AW1534                          STATION RECOVERY (1990)
 AW1534
 AW1534'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 AW1534'MARK NOT FOUND.
 AW1534
 AW1534                          STATION RECOVERY (1994)
 AW1534
 AW1534'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1534'MARK NOT FOUND.
 AW1534
 AW1534                          STATION RECOVERY (2001)
 AW1534
 AW1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1534'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2455 ***********************************************************************
 AW2455  DESIGNATION -  U 1014
 AW2455  PID         -  AW2455
 AW2455  STATE/COUNTY-  TX/JEFFERSON
 AW2455  USGS QUAD   -  CLAM LAKE (1993)
 AW2455
 AW2455                         *CURRENT SURVEY CONTROL
 AW2455  ___________________________________________________________________
 AW2455* NAD 83(1993)-  29 39 15.18805(N)    094 06 53.86541(W)     ADJUSTED  
 AW2455* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 AW2455  ___________________________________________________________________
 AW2455  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AW2455  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW2455
 AW2455  HORZ ORDER  -  SECOND
 AW2455  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2455
 AW2455.The horizontal coordinates were established by classical geodetic methods
 AW2455.and adjusted by the National Geodetic Survey in February 1996..
 AW2455
 AW2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2455.The vertical order pertains to the NGVD 29 superseded value.
 AW2455
 AW2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2455
 AW2455.The geoid height was determined by GEOID03.
 AW2455
 AW2455;                    North         East     Units Scale Factor Converg.
 AW2455;SPC TXSC     - 4,211,678.341 1,072,769.663   MT  0.99987872   +2 23 35.7
 AW2455;SPC TXSC     -13,817,814.69  3,519,578.47   sFT  0.99987872   +2 23 35.7
 AW2455;SPC LA S     -   131,207.802   730,726.929   MT  0.99994393   -1 23 27.1
 AW2455;SPC LA S     -   430,470.93  2,397,393.27   sFT  0.99994393   -1 23 27.1
 AW2455;UTM  15      - 3,280,990.530   392,090.090   MT  0.99974368   -0 33 06.1
 AW2455
 AW2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2455!SPC TXSC     -   1.00000393  x   0.99987872  =   0.99988265
 AW2455!SPC LA S     -   1.00000393  x   0.99994393  =   0.99994786
 AW2455!UTM  15      -   1.00000393  x   0.99974368  =   0.99974760
 AW2455
 AW2455                          SUPERSEDED SURVEY CONTROL
 AW2455
 AW2455  NAD 83(1993)-  29 39 15.18760(N)    094 06 53.86539(W) AD(       ) 2
 AW2455  NAD 83(1986)-  29 39 15.20833(N)    094 06 53.84552(W) AD(       ) 2
 AW2455  NAD 83(1986)-  29 39 15.21161(N)    094 06 53.84729(W) AD(       ) 2
 AW2455  NAD 27      -  29 39 14.41900(N)    094 06 53.20920(W) AD(       ) 2
 AW2455  NGVD 29 (??/??/92)    1.894  (m)            6.21   (f) ADJ UNCH    1 2
 AW2455
 AW2455.Superseded values are not recommended for survey control.
 AW2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2455.See file dsdata.txt to determine how the superseded data were derived.
 AW2455
 AW2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN9209080991(NAD 83)
 AW2455_MARKER: DB = BENCH MARK DISK
 AW2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2455_STAMPING: U 1014 1953
 AW2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2455+STABILITY: SURFACE MOTION
 AW2455
 AW2455  HISTORY     - Date     Condition        Report By
 AW2455  HISTORY     - 1963     MONUMENTED       CGS
 AW2455  HISTORY     - 1958     GOOD             NGS
 AW2455  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2455
 AW2455                          STATION DESCRIPTION
 AW2455
 AW2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW2455'A STANDARD BENCH MARK DISK STAMPED U1014 1953,
 AW2455'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTS 5 INCHES
 AW2455'ABOVE GROUND.  IT IS 1.5 FEET NORTHWEST OF A STANDARD METAL
 AW2455'WITNESS POST AND SIGN.  20.5 FEET NORTHWEST OF THE CENTERLINE
 AW2455'OF STATE HIGHWAY 87.  61 FEET NORTHWEST OF A FENCE LINE.
 AW2455
 AW2455                          STATION RECOVERY (1958)
 AW2455
 AW2455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW2455'14.55 MI SW FROM SABINE PASS.
 AW2455'ABOUT 14.55 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AW2455'DOWLING MONUMENT AT SABINE PASS, 26 FEET NORTHWEST OF THE CENTER LINE
 AW2455'OF THE HIGHWAY, ABOUT 0.2 MILE SOUTHWEST OF A SMALL GROUP OF TREES, 1
 AW2455'1/2 FEET SOUTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 AW2455'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 AW2455'CONCRETE POST PROJECTING 5 INCHES.
 AW2455
 AW2455                          STATION RECOVERY (1989)
 AW2455
 AW2455'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAF)
 AW2455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2456 ***********************************************************************
 AW2456  DESIGNATION -  U 1014 RESET 1962
 AW2456  PID         -  AW2456
 AW2456  STATE/COUNTY-  TX/JEFFERSON
 AW2456  USGS QUAD   -  CLAM LAKE (1993)
 AW2456
 AW2456                         *CURRENT SURVEY CONTROL
 AW2456  ___________________________________________________________________
 AW2456* NAD 83(1986)-  29 39 08.     (N)    094 07 10.     (W)     SCALED    
 AW2456* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 AW2456  ___________________________________________________________________
 AW2456  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW2456
 AW2456  VERT ORDER  -  THIRD (See Below)
 AW2456
 AW2456.The horizontal coordinates were scaled from a topographic map and have
 AW2456.an estimated accuracy of +/- 6 seconds.
 AW2456
 AW2456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2456.The vertical order pertains to the NGVD 29 superseded value.
 AW2456
 AW2456.The geoid height was determined by GEOID03.
 AW2456
 AW2456;                    North         East    Units  Estimated Accuracy
 AW2456;SPC TXSC     - 4,211,440.    1,072,350.      MT  (+/- 180 meters Scaled)
 AW2456
 AW2456                          SUPERSEDED SURVEY CONTROL
 AW2456
 AW2456  NGVD 29 (??/??/??)    1.90   (m)            6.2    (f) RESET       3  
 AW2456
 AW2456.Superseded values are not recommended for survey control.
 AW2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2456.See file dsdata.txt to determine how the superseded data were derived.
 AW2456
 AW2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN916807(NAD 83)
 AW2456_MARKER: DB = BENCH MARK DISK
 AW2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2456_STAMPING: U 1014 RESET 1962
 AW2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2456+STABILITY: SURFACE MOTION
 AW2456
 AW2456  HISTORY     - Date     Condition        Report By
 AW2456  HISTORY     - 1962     MONUMENTED       CGS
 AW2456  HISTORY     - 1977     GOOD             NGS
 AW2456  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2456  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2456
 AW2456                          STATION DESCRIPTION
 AW2456
 AW2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2456'14.55 MI SW FROM SABINE PASS.
 AW2456'14.85 MILES SOUTHWEST ON STATE HIGHWAY 87 FROM THE DICK DOWLING
 AW2456'MONUMENT IN SABINE PASS, JEFFERSON COUNTY, 82 FEET NORTHWEST FROM THE
 AW2456'CENTERLINE OF STATE HIGHWAY 87, 59 FEET NORTHWEST OF THE NORTHWEST
 AW2456'HIGHWAY RIGHT-OF-WAY, 90 FEET SOUTHEAST FROM WHERE THE HIGH GROUND
 AW2456'BREAKS OFF AT THE MARSH, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 1
 AW2456'FOOT NORTHWEST OF A 3 X 3 IN. WOODEN POST, AND 1 FOOT NORTHEAST OF A 3
 AW2456'X 3 IN. WOODEN POST, ABOUT 300 FEET NORTHWEST OF THE HIGH WATER LINE
 AW2456'OF THE GULF OF MEXICO.  A STANDARD BENCH MARK DISK STAMPED U 1014
 AW2456'RESET 1962, SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6
 AW2456'INCHES.
 AW2456
 AW2456                          STATION RECOVERY (1977)
 AW2456
 AW2456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW2456'RECOVERED IN GOOD CONDITION.
 AW2456
 AW2456                          STATION RECOVERY (1989)
 AW2456
 AW2456'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAF)
 AW2456'MARK NOT FOUND.
 AW2456
 AW2456                          STATION RECOVERY (2002)
 AW2456
 AW2456'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0489 ***********************************************************************
 AV0489  DESIGNATION -  U 1015
 AV0489  PID         -  AV0489
 AV0489  STATE/COUNTY-  TX/JEFFERSON
 AV0489  USGS QUAD   -  SABINE PASS (1993)
 AV0489
 AV0489                         *CURRENT SURVEY CONTROL
 AV0489  ___________________________________________________________________
 AV0489* NAD 83(1986)-  29 44 49.     (N)    093 55 27.     (W)     SCALED    
 AV0489* NAVD 88     -         0.99   (+/-2cm)       3.2    (feet)  VERTCON   
 AV0489  ___________________________________________________________________
 AV0489  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AV0489
 AV0489  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0489
 AV0489.The horizontal coordinates were scaled from a topographic map and have
 AV0489.an estimated accuracy of +/- 6 seconds.
 AV0489
 AV0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0489.The vertical order pertains to the NGVD 29 superseded value.
 AV0489
 AV0489.The geoid height was determined by GEOID03.
 AV0489
 AV0489;                    North         East    Units  Estimated Accuracy
 AV0489;SPC TXSC     - 4,222,730.    1,090,780.      MT  (+/- 180 meters Scaled)
 AV0489
 AV0489                          SUPERSEDED SURVEY CONTROL
 AV0489
 AV0489  NGVD 29 (??/??/??)    0.977  (m)            3.21   (f) ADJUSTED    1 2
 AV0489
 AV0489.Superseded values are not recommended for survey control.
 AV0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0489.See file dsdata.txt to determine how the superseded data were derived.
 AV0489
 AV0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN106911(NAD 83)
 AV0489_MARKER: DB = BENCH MARK DISK
 AV0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0489_STAMPING: U 1015 1953
 AV0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0489+STABILITY: SURFACE MOTION
 AV0489
 AV0489  HISTORY     - Date     Condition        Report By
 AV0489  HISTORY     - 1953     MONUMENTED       CGS
 AV0489  HISTORY     - 1959     MARK NOT FOUND   CGS
 AV0489  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AV0489  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0489  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0489  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 AV0489
 AV0489                          STATION DESCRIPTION
 AV0489
 AV0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AV0489'2.05 MI NW FROM SABINE PASS.
 AV0489'2.05 MILES NORTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AV0489'MONUMENT AT SABINE PASS, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 51
 AV0489'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTHEAST OF THE
 AV0489'CENTER OF A GATE, 171 FEET EAST OF A POWER POLE, 1.8 FEET SOUTH OF A
 AV0489'FENCE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AV0489'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AV0489
 AV0489                          STATION RECOVERY (1959)
 AV0489
 AV0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 AV0489'MARK NOT FOUND.
 AV0489
 AV0489                          STATION RECOVERY (1994)
 AV0489
 AV0489'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0489'MARK NOT FOUND.
 AV0489
 AV0489                          STATION RECOVERY (2000)
 AV0489
 AV0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0489'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0489
 AV0489                          STATION RECOVERY (2001)
 AV0489
 AV0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0489'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0489
 AV0489                          STATION RECOVERY (2002)
 AV0489
 AV0489'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0268 ***********************************************************************
 BL0268  DESIGNATION -  U 1016
 BL0268  PID         -  BL0268
 BL0268  STATE/COUNTY-  TX/JEFFERSON
 BL0268  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0268
 BL0268                         *CURRENT SURVEY CONTROL
 BL0268  ___________________________________________________________________
 BL0268* NAD 83(1986)-  30 01 43.     (N)    094 05 19.     (W)     SCALED    
 BL0268* NAVD 88     -         6.85   (+/-2cm)      22.5    (feet)  VERTCON   
 BL0268  ___________________________________________________________________
 BL0268  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL0268
 BL0268  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0268
 BL0268.The horizontal coordinates were scaled from a topographic map and have
 BL0268.an estimated accuracy of +/- 6 seconds.
 BL0268
 BL0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0268.The vertical order pertains to the NGVD 29 superseded value.
 BL0268
 BL0268.The geoid height was determined by GEOID03.
 BL0268
 BL0268;                    North         East    Units  Estimated Accuracy
 BL0268;SPC TXSC     - 4,253,250.    1,073,580.      MT  (+/- 180 meters Scaled)
 BL0268
 BL0268                          SUPERSEDED SURVEY CONTROL
 BL0268
 BL0268  NGVD 29 (??/??/92)    6.847  (m)           22.46   (f) ADJ UNCH    1 2
 BL0268
 BL0268.Superseded values are not recommended for survey control.
 BL0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0268.See file dsdata.txt to determine how the superseded data were derived.
 BL0268
 BL0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP950224(NAD 83)
 BL0268_MARKER: DB = BENCH MARK DISK
 BL0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0268_SP_SET: BRIDGE
 BL0268_STAMPING: U 1016 1954
 BL0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0268
 BL0268  HISTORY     - Date     Condition        Report By
 BL0268  HISTORY     - 1954     MONUMENTED       CGS
 BL0268  HISTORY     - 1959     GOOD             NGS
 BL0268  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0268  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 BL0268  HISTORY     - 20010119 MARK NOT FOUND   USPSQD
 BL0268  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0268  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0268  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 BL0268  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 BL0268
 BL0268                          STATION DESCRIPTION
 BL0268
 BL0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0268'4.55 MI SE FROM BEAUMONT.
 BL0268'0.5 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0268'STATION AT BEAUMONT, THENCE ABOUT 4.05 MILES SOUTHEAST ALONG THE TEXAS
 BL0268'AND NEW ORLEANS RAILROAD, SOUTHWEST OF TRESTLE 26.28, IN THE TOP OF
 BL0268'THE NORTHWEST END OF THE SOUTHWEST RAILING OF A SMALL CONCRETE BRIDGE
 BL0268'OVER A CANAL, 11 1/2 FEET NORTHWEST OF THE CENTER LINE OF A PAVED
 BL0268'ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 BL0268
 BL0268                          STATION RECOVERY (1988)
 BL0268
 BL0268'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 BL0268'MARK NOT FOUND.
 BL0268
 BL0268                          STATION RECOVERY (1994)
 BL0268
 BL0268'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0268'MARK NOT FOUND.
 BL0268
 BL0268                          STATION RECOVERY (2001)
 BL0268
 BL0268'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL0268'CONCRETE BRIDGE REPLACED WITH STEEL RAILING BRIDGE.
 BL0268
 BL0268                          STATION RECOVERY (2001)
 BL0268
 BL0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0268'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0268
 BL0268                          STATION RECOVERY (2001)
 BL0268
 BL0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0268'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0268
 BL0268                          STATION RECOVERY (2003)
 BL0268
 BL0268'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0268'MARK NOT FOUND.
 BL0268
 BL0268                          STATION RECOVERY (2004)
 BL0268
 BL0268'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2389 ***********************************************************************
 AW2389  DESIGNATION -  U 1017
 AW2389  PID         -  AW2389
 AW2389  STATE/COUNTY-  TX/JEFFERSON
 AW2389  USGS QUAD   -  FANNETT EAST (1964)
 AW2389
 AW2389                         *CURRENT SURVEY CONTROL
 AW2389  ___________________________________________________________________
 AW2389* NAD 83(1986)-  29 56 38.     (N)    094 14 18.     (W)     SCALED    
 AW2389* NAVD 88     -         7.09   (+/-2cm)      23.3    (feet)  VERTCON   
 AW2389  ___________________________________________________________________
 AW2389  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW2389
 AW2389  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2389
 AW2389.The horizontal coordinates were scaled from a topographic map and have
 AW2389.an estimated accuracy of +/- 6 seconds.
 AW2389
 AW2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2389.The vertical order pertains to the NGVD 29 superseded value.
 AW2389
 AW2389.The geoid height was determined by GEOID03.
 AW2389
 AW2389;                    North         East    Units  Estimated Accuracy
 AW2389;SPC TXSC     - 4,243,270.    1,059,530.      MT  (+/- 180 meters Scaled)
 AW2389
 AW2389                          SUPERSEDED SURVEY CONTROL
 AW2389
 AW2389  NGVD 29 (??/??/92)    7.090  (m)           23.26   (f) ADJ UNCH    1 2
 AW2389
 AW2389.Superseded values are not recommended for survey control.
 AW2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2389.See file dsdata.txt to determine how the superseded data were derived.
 AW2389
 AW2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP804132(NAD 83)
 AW2389_MARKER: DB = BENCH MARK DISK
 AW2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2389_STAMPING: U 1017 1954
 AW2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2389+STABILITY: SURFACE MOTION
 AW2389
 AW2389  HISTORY     - Date     Condition        Report By
 AW2389  HISTORY     - 1954     MONUMENTED       CGS
 AW2389  HISTORY     - 1958     GOOD             NGS
 AW2389  HISTORY     - 19930127 POOR             USPSQD
 AW2389  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2389  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2389
 AW2389                          STATION DESCRIPTION
 AW2389
 AW2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2389'1.7 MI NE FROM FANNETT.
 AW2389'ABOUT 0.15 MILE WEST ALONG A SURFACED ROAD FROM THE SCHOOLHOUSE AT
 AW2389'FANNETT, THENCE ABOUT 1.55 MILES NORTHEAST ALONG STATE HIGHWAY 124,
 AW2389'ABOUT 0.1 MILE NORTHEAST OF THE INTERSECTION OF A SHELL ROAD, 144 FEET
 AW2389'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF THE
 AW2389'CENTER OF THE RAILROAD CROSSING, 40 1/2 FEET NORTHWEST OF THE
 AW2389'NORTHWEST RAIL, 15 FEET SOUTH OF THE CENTER LINE OF A GATE AND TRAIL
 AW2389'ROAD, 12 1/2 FEET NORTHEAST OF TELEPHONE POLE 64-17, 7 FEET SOUTHEAST
 AW2389'OF A FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AW2389'THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND IN THE
 AW2389'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW2389
 AW2389                          STATION RECOVERY (1993)
 AW2389
 AW2389'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 AW2389'MARK RECOVERED IN POOR CONDITION.
 AW2389
 AW2389                          STATION RECOVERY (2001)
 AW2389
 AW2389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2389'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2389
 AW2389                          STATION RECOVERY (2004)
 AW2389
 AW2389'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3077 ***********************************************************************
 AW3077  DESIGNATION -  U 1018 RESET 1960
 AW3077  PID         -  AW3077
 AW3077  STATE/COUNTY-  TX/LIBERTY
 AW3077  USGS QUAD   -  SHILOH (1993)
 AW3077
 AW3077                         *CURRENT SURVEY CONTROL
 AW3077  ___________________________________________________________________
 AW3077* NAD 83(1986)-  29 56 30.     (N)    094 42 27.     (W)     SCALED    
 AW3077* NAVD 88     -         9.61   (+/-2cm)      31.5    (feet)  VERTCON   
 AW3077  ___________________________________________________________________
 AW3077  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3077
 AW3077  VERT ORDER  -  THIRD (See Below)
 AW3077
 AW3077.The horizontal coordinates were scaled from a topographic map and have
 AW3077.an estimated accuracy of +/- 6 seconds.
 AW3077
 AW3077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3077.The vertical order pertains to the NGVD 29 superseded value.
 AW3077
 AW3077.The geoid height was determined by GEOID03.
 AW3077
 AW3077;                    North         East    Units  Estimated Accuracy
 AW3077;SPC TX C     - 3,044,220.    1,242,930.      MT  (+/- 180 meters Scaled)
 AW3077
 AW3077                          SUPERSEDED SURVEY CONTROL
 AW3077
 AW3077  NGVD 29 (??/??/??)    9.61   (m)           31.5    (f) RESET       3  
 AW3077
 AW3077.Superseded values are not recommended for survey control.
 AW3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3077.See file dsdata.txt to determine how the superseded data were derived.
 AW3077
 AW3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP352135(NAD 83)
 AW3077_MARKER: DB = BENCH MARK DISK
 AW3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3077_STAMPING: U 1018 RESET 1960
 AW3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3077+STABILITY: SURFACE MOTION
 AW3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3077+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3077
 AW3077  HISTORY     - Date     Condition        Report By
 AW3077  HISTORY     - 1960     MONUMENTED       CGS
 AW3077  HISTORY     - 19890428 MARK NOT FOUND   USPSQD
 AW3077  HISTORY     - 20040407 GOOD             USPSQD
 AW3077  HISTORY     - 20050515 GOOD             USPSQD
 AW3077
 AW3077                          STATION DESCRIPTION
 AW3077
 AW3077'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AW3077'10.95 MI SE FROM LIBERTY.
 AW3077'ABOUT 10.95 MILES SOUTHEAST OF LIBERTY, WHICH IS 0.8 MILE EAST ALONG
 AW3077'U.S. HIGHWAY NO. 90 FROM THE T. AND N.O.R.R. DEPOT IN LIBERTY AND THEN
 AW3077'SOUTH ALONG F.M. ROAD 563, 10.15 MILES TO THE JUNCTION OF THE MOSS
 AW3077'BLUFF ROAD TO THE WEST AND THE B-M GROCERY AND GAS STATION ON THE
 AW3077'RIGHT.  THE MARK IS A STANDARD DISK STAMPED U 1018 RESET 1960 IN A
 AW3077'CONCRETE POST PROJECTING ABOUT 3 INCHES, 1 FOOT NORTHEAST OF THE FLARE
 AW3077'FENCE LINE IN THE SOUTHWEST CORNER OF THE T INTERSECTION.  IT IS ABOUT
 AW3077'100 YARDS SOUTH OF THE STORE, ACROSS THE MOSS BLUFF ROAD AND ABOUT 12
 AW3077'FEET WEST OF THE WEST RIGHT-OF-WAY LINE OF THE HIGHWAY NEAR THE
 AW3077'SOUTHEAST POINT OF THE FLARE AREA.
 AW3077
 AW3077                          STATION RECOVERY (1989)
 AW3077
 AW3077'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW3077'MARK NOT FOUND.
 AW3077
 AW3077                          STATION RECOVERY (2004)
 AW3077
 AW3077'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3077'RECOVERED IN GOOD CONDITION.
 AW3077
 AW3077                          STATION RECOVERY (2005)
 AW3077
 AW3077'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0423 ***********************************************************************
 AW0423  DESIGNATION -  U 1019
 AW0423  PID         -  AW0423
 AW0423  STATE/COUNTY-  TX/HARRIS
 AW0423  USGS QUAD   -  JACINTO CITY (1982)
 AW0423
 AW0423                         *CURRENT SURVEY CONTROL
 AW0423  ___________________________________________________________________
 AW0423* NAD 83(1986)-  29 48 21.     (N)    095 11 39.     (W)     SCALED    
 AW0423* NAVD 88     -        11.35   (+/-2cm)      37.2    (feet)  VERTCON   
 AW0423  ___________________________________________________________________
 AW0423  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW0423
 AW0423  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0423
 AW0423.The horizontal coordinates were scaled from a topographic map and have
 AW0423.an estimated accuracy of +/- 6 seconds.
 AW0423
 AW0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0423.The vertical order pertains to the NGVD 29 superseded value.
 AW0423
 AW0423.The geoid height was determined by GEOID03.
 AW0423
 AW0423;                    North         East    Units  Estimated Accuracy
 AW0423;SPC TXSC     - 4,224,590.      967,820.      MT  (+/- 180 meters Scaled)
 AW0423
 AW0423                          SUPERSEDED SURVEY CONTROL
 AW0423
 AW0423  NGVD 29 (??/??/92)   11.347  (m)           37.23   (f) ADJ UNCH    1 2
 AW0423
 AW0423.Superseded values are not recommended for survey control.
 AW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0423.See file dsdata.txt to determine how the superseded data were derived.
 AW0423
 AW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN879992(NAD 83)
 AW0423_MARKER: DB = BENCH MARK DISK
 AW0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0423_STAMPING: U 1019 1954
 AW0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0423+STABILITY: SURFACE MOTION
 AW0423
 AW0423  HISTORY     - Date     Condition        Report By
 AW0423  HISTORY     - 1954     MONUMENTED       CGS
 AW0423  HISTORY     - 1964     GOOD             NGS
 AW0423  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0423  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW0423
 AW0423                          STATION DESCRIPTION
 AW0423
 AW0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0423'5.15 MI N FROM GREENS BAYOU.
 AW0423'ABOUT 1.15 MILES WEST ALONG MARKET STREET FROM THE MARKET STREET
 AW0423'BAPTIST CHURCH AT GREENS BAYOU, THENCE 2.55 MILES NORTH ALONG MAXEY
 AW0423'ROAD, THENCE 1.45 MILES EAST ALONG WALLISVILLE ROAD, 37 FEET SOUTH OF
 AW0423'THE CENTER LINE OF THE ROAD, 23 FEET WEST OF A 12-INCH OAK TREE, 6 1/2
 AW0423'FEET SOUTH OF A FENCE, 5.5 FEET SOUTH OF A METAL WITNESS POST, AND SET
 AW0423'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW0423
 AW0423                          STATION RECOVERY (1978)
 AW0423
 AW0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0423'NOT RECOVERED.  NOTE=AREA HAS BEEN CLEARED AND LEVELED OFF.
 AW0423
 AW0423                          STATION RECOVERY (1998)
 AW0423
 AW0423'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2143 ***********************************************************************
 BX2143  DESIGNATION -  U 102
 BX2143  PID         -  BX2143
 BX2143  STATE/COUNTY-  TX/SABINE
 BX2143  USGS QUAD   -  PINELAND NORTH (1984)
 BX2143
 BX2143                         *CURRENT SURVEY CONTROL
 BX2143  ___________________________________________________________________
 BX2143* NAD 83(1986)-  31 15 22.     (N)    093 58 18.     (W)     SCALED    
 BX2143* NAVD 88     -        86.059  (meters)     282.35   (feet)  ADJUSTED  
 BX2143  ___________________________________________________________________
 BX2143  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BX2143  DYNAMIC HT  -          85.949 (meters)     281.98  (feet)  COMP
 BX2143  MODELED GRAV-     979,370.7   (mgal)                       NAVD 88
 BX2143
 BX2143  VERT ORDER  -  FIRST     CLASS II
 BX2143
 BX2143.The horizontal coordinates were scaled from a topographic map and have
 BX2143.an estimated accuracy of +/- 6 seconds.
 BX2143
 BX2143.The orthometric height was determined by differential leveling
 BX2143.and adjusted by the National Geodetic Survey in June 1991..
 BX2143
 BX2143.The geoid height was determined by GEOID03.
 BX2143
 BX2143.The dynamic height is computed by dividing the NAVD 88
 BX2143.geopotential number by the normal gravity value computed on the
 BX2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2143.degrees latitude (g = 980.6199 gals.).
 BX2143
 BX2143.The modeled gravity was interpolated from observed gravity values.
 BX2143
 BX2143;                    North         East    Units  Estimated Accuracy
 BX2143;SPC TX C     - 3,193,520.    1,305,540.      MT  (+/- 180 meters Scaled)
 BX2143
 BX2143                          SUPERSEDED SURVEY CONTROL
 BX2143
 BX2143  NGVD 29 (??/??/??)   86.073  (m)          282.39   (f) ADJUSTED    1 2
 BX2143
 BX2143.Superseded values are not recommended for survey control.
 BX2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2143.See file dsdata.txt to determine how the superseded data were derived.
 BX2143
 BX2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ074583(NAD 83)
 BX2143_MARKER: DB = BENCH MARK DISK
 BX2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2143_STAMPING: U 102 1952
 BX2143_PROJECTION: PROJECTING 13 CENTIMETERS
 BX2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2143+STABILITY: SURFACE MOTION
 BX2143
 BX2143  HISTORY     - Date     Condition        Report By
 BX2143  HISTORY     - 1952     MONUMENTED       CGS
 BX2143  HISTORY     - 1979     GOOD             NGS
 BX2143  HISTORY     - 20010509 GOOD             USPSQD
 BX2143
 BX2143                          STATION DESCRIPTION
 BX2143
 BX2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2143'0.4 MI N FROM PINELAND.
 BX2143'0.4 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BX2143'STATION AT PINELAND, ACROSS FARM ROAD 1 FROM THE PINELAND HIGH SCHOOL,
 BX2143'AT THE JUNCTION OF FARM ROAD 1 AND 83, 3 1/2 POLES SOUTH OF MILEPOST
 BX2143'98, 139 FEET EAST OF THE CENTER LINE OF FARM ROAD 1, 91 FEET WEST OF
 BX2143'THE WEST RAIL OF THE MAIN TRACK, 85 FEET NORTH OF THE CENTER LINE OF
 BX2143'FARM ROAD 83, 41 FEET NORTHEAST OF A POWER POLE, 10 FEET NORTHEAST OF
 BX2143'A FENCE CORNER, 3.8 FEET EAST OF A FENCE 1 FOOT WEST OF WITNESS POST,
 BX2143'SET IN TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BX2143'GROUND.
 BX2143
 BX2143                          STATION RECOVERY (1979)
 BX2143
 BX2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2143'IN PINELAND, 229.0 FT. EAST-NORTHEAST OF THE CENTER OF THE JUNCTION
 BX2143'OF STATE HIGHWAYS 83 AND 1, 97.0 FT. SOUTHWEST OF A POWERLINE POLE,
 BX2143'93.3 FT. WEST OF THE WEST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 BX2143'RAILROAD, 75.0 FT. NORTH OF THE CENTERLINE OF HIGHWAY 83, 41.0 FT.
 BX2143'EAST-NORTHEAST OF A TELEPHONE POLE WITH AN OVERHEAD CABLE.
 BX2143'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 BX2143
 BX2143                          STATION RECOVERY (2001)
 BX2143
 BX2143'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0834 ***********************************************************************
 AW0834  DESIGNATION -  U 1020
 AW0834  PID         -  AW0834
 AW0834  STATE/COUNTY-  TX/HARRIS
 AW0834  USGS QUAD   -  HARMASTON (1982)
 AW0834
 AW0834                         *CURRENT SURVEY CONTROL
 AW0834  ___________________________________________________________________
 AW0834* NAD 83(1986)-  29 56 06.     (N)    095 12 10.     (W)     SCALED    
 AW0834* NAVD 88     -        16.613  (meters)      54.50   (feet)  ADJUSTED  
 AW0834  ___________________________________________________________________
 AW0834  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW0834  DYNAMIC HT  -          16.590 (meters)      54.43  (feet)  COMP
 AW0834  MODELED GRAV-     979,297.8   (mgal)                       NAVD 88
 AW0834
 AW0834  VERT ORDER  -  FIRST     CLASS II
 AW0834
 AW0834.The horizontal coordinates were scaled from a topographic map and have
 AW0834.an estimated accuracy of +/- 6 seconds.
 AW0834
 AW0834.The orthometric height was determined by differential leveling
 AW0834.and adjusted by the National Geodetic Survey in June 1991..
 AW0834
 AW0834.The geoid height was determined by GEOID03.
 AW0834
 AW0834.The dynamic height is computed by dividing the NAVD 88
 AW0834.geopotential number by the normal gravity value computed on the
 AW0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0834.degrees latitude (g = 980.6199 gals.).
 AW0834
 AW0834.The modeled gravity was interpolated from observed gravity values.
 AW0834
 AW0834;                    North         East    Units  Estimated Accuracy
 AW0834;SPC TXSC     - 4,238,880.      966,520.      MT  (+/- 180 meters Scaled)
 AW0834
 AW0834                          SUPERSEDED SURVEY CONTROL
 AW0834
 AW0834  NGVD 29 (12/23/87)   16.610  (m)           54.49   (f) ADJUSTED    1 2
 AW0834
 AW0834.Superseded values are not recommended for survey control.
 AW0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0834.See file dsdata.txt to determine how the superseded data were derived.
 AW0834
 AW0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP873136(NAD 83)
 AW0834_MARKER: DB = BENCH MARK DISK
 AW0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0834_SP_SET: CONCRETE POST
 AW0834_STAMPING: U 1020 1954
 AW0834_MARK LOGO: CGS   
 AW0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0834+STABILITY: SURFACE MOTION
 AW0834
 AW0834  HISTORY     - Date     Condition        Report By
 AW0834  HISTORY     - 1954     MONUMENTED       CGS
 AW0834  HISTORY     - 1973     GOOD             NGS
 AW0834  HISTORY     - 1978     GOOD             NGS
 AW0834  HISTORY     - 1987     GOOD             NGS
 AW0834
 AW0834                          STATION DESCRIPTION
 AW0834
 AW0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0834'4.0 MI NE FROM DYERSDALE.
 AW0834'ABOUT 4.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW0834'CROSSING OF LAKE HOUSTON PARKWAY AT DYERSDALE, ABOUT 0.75 MILE
 AW0834'NORTHEAST OF THE CROSSING OF LOCKWOOD ROAD, 10 RAILS SOUTHWEST OF
 AW0834'TRESTLE NO. 3891, 92 FEET EAST OF MILEPOST 389, 48 FEET SOUTHEAST OF
 AW0834'THE SOUTHEAST RAIL, 29 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 AW0834'SOUTHEAST OF A FENCE, 1 1/2 FEET NORTHWEST OF A METAL WITNESS POST, 3
 AW0834'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 AW0834'POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW0834
 AW0834                          STATION RECOVERY (1978)
 AW0834
 AW0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0834'RECOVERED IN GOOD CONDITION.
 AW0834
 AW0834                          STATION RECOVERY (1987)
 AW0834
 AW0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0038 ***********************************************************************
 CR0038  DESIGNATION -  U 1021
 CR0038  PID         -  CR0038
 CR0038  STATE/COUNTY-  TX/HARRISON
 CR0038  USGS QUAD   -  LATEX (1978)
 CR0038
 CR0038                         *CURRENT SURVEY CONTROL
 CR0038  ___________________________________________________________________
 CR0038* NAD 83(1986)-  32 35 23.     (N)    094 07 02.     (W)     SCALED    
 CR0038* NAVD 88     -        80.124  (meters)     262.87   (feet)  ADJUSTED  
 CR0038  ___________________________________________________________________
 CR0038  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CR0038  DYNAMIC HT  -          80.034 (meters)     262.58  (feet)  COMP
 CR0038  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 CR0038
 CR0038  VERT ORDER  -  FIRST     CLASS II
 CR0038
 CR0038.The horizontal coordinates were scaled from a topographic map and have
 CR0038.an estimated accuracy of +/- 6 seconds.
 CR0038
 CR0038.The orthometric height was determined by differential leveling
 CR0038.and adjusted by the National Geodetic Survey in June 1991..
 CR0038
 CR0038.The geoid height was determined by GEOID03.
 CR0038
 CR0038.The dynamic height is computed by dividing the NAVD 88
 CR0038.geopotential number by the normal gravity value computed on the
 CR0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0038.degrees latitude (g = 980.6199 gals.).
 CR0038
 CR0038.The modeled gravity was interpolated from observed gravity values.
 CR0038
 CR0038;                    North         East    Units  Estimated Accuracy
 CR0038;SPC TXNC     - 2,110,940.    1,011,310.      MT  (+/- 180 meters Scaled)
 CR0038
 CR0038                          SUPERSEDED SURVEY CONTROL
 CR0038
 CR0038  NGVD 29 (??/??/92)   80.188  (m)          263.08   (f) ADJ UNCH    1 2
 CR0038
 CR0038.Superseded values are not recommended for survey control.
 CR0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0038.See file dsdata.txt to determine how the superseded data were derived.
 CR0038
 CR0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS951063(NAD 83)
 CR0038_MARKER: DB = BENCH MARK DISK
 CR0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0038_STAMPING: U 1021 1954
 CR0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0038+STABILITY: SURFACE MOTION
 CR0038
 CR0038  HISTORY     - Date     Condition        Report By
 CR0038  HISTORY     - 1954     MONUMENTED       CGS
 CR0038  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0038
 CR0038                          STATION DESCRIPTION
 CR0038
 CR0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0038'8.2 MI NW FROM WASKOM.
 CR0038'8.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0038'STATION AT WASKOM, AT A PRIVATE ROAD CROSSING, 90 FEET SOUTHWEST OF
 CR0038'THE SOUTHWEST RAIL, 20 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 CR0038'ROAD, 10.5 FEET EAST OF A 30 INCH OAK TREE, 6 FEET NORTHWEST OF THE
 CR0038'WEST END OF A GATE, 1.2 FEET NORTH OF A FENCE, 1.2 FEET SOUTH OF A
 CR0038'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CR0038'FOOT ABOVE THE GROUND.
 CR0038
 CR0038                          STATION RECOVERY (1998)
 CR0038
 CR0038'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0023 ***********************************************************************
 CR0023  DESIGNATION -  U 1022
 CR0023  PID         -  CR0023
 CR0023  STATE/COUNTY-  TX/HARRISON
 CR0023  USGS QUAD   -  WOODLAWN (1978)
 CR0023
 CR0023                         *CURRENT SURVEY CONTROL
 CR0023  ___________________________________________________________________
 CR0023* NAD 83(1986)-  32 43 22.     (N)    094 15 01.     (W)     SCALED    
 CR0023* NAVD 88     -        57.086  (meters)     187.29   (feet)  ADJUSTED  
 CR0023  ___________________________________________________________________
 CR0023  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0023  DYNAMIC HT  -          57.022 (meters)     187.08  (feet)  COMP
 CR0023  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 CR0023
 CR0023  VERT ORDER  -  FIRST     CLASS II
 CR0023
 CR0023.The horizontal coordinates were scaled from a topographic map and have
 CR0023.an estimated accuracy of +/- 6 seconds.
 CR0023
 CR0023.The orthometric height was determined by differential leveling
 CR0023.and adjusted by the National Geodetic Survey in June 1991..
 CR0023
 CR0023.The geoid height was determined by GEOID03.
 CR0023
 CR0023.The dynamic height is computed by dividing the NAVD 88
 CR0023.geopotential number by the normal gravity value computed on the
 CR0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0023.degrees latitude (g = 980.6199 gals.).
 CR0023
 CR0023.The modeled gravity was interpolated from observed gravity values.
 CR0023
 CR0023;                    North         East    Units  Estimated Accuracy
 CR0023;SPC TXNC     - 2,125,170.      998,240.      MT  (+/- 180 meters Scaled)
 CR0023
 CR0023                          SUPERSEDED SURVEY CONTROL
 CR0023
 CR0023  NGVD 29 (??/??/92)   57.147  (m)          187.49   (f) ADJ UNCH    1 2
 CR0023
 CR0023.Superseded values are not recommended for survey control.
 CR0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0023.See file dsdata.txt to determine how the superseded data were derived.
 CR0023
 CR0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS828212(NAD 83)
 CR0023_MARKER: DB = BENCH MARK DISK
 CR0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0023_SP_SET: CULVERT
 CR0023_STAMPING: U 1022 1954
 CR0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0023
 CR0023  HISTORY     - Date     Condition        Report By
 CR0023  HISTORY     - 1954     MONUMENTED       CGS
 CR0023  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0023
 CR0023                          STATION DESCRIPTION
 CR0023
 CR0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0023'6.2 MI SE FROM JEFFERSON.
 CR0023'6.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0023'STATION AT JEFFERSON, 2 1/2 POLES NORTHWEST OF MILEPOST T - 43, 7.8
 CR0023'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET BELOW THE TOP OF THE
 CR0023'RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL
 CR0023'OF A CONCRETE ARCH CULVERT.  0.65 MILE NORTHWEST OF BENCH MARK H 1022.
 CR0023
 CR0023                          STATION RECOVERY (1998)
 CR0023
 CR0023'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1571 ***********************************************************************
 BL1571  DESIGNATION -  U 1023
 BL1571  PID         -  BL1571
 BL1571  STATE/COUNTY-  TX/WALLER
 BL1571  USGS QUAD   -  HOCKLEY (1980)
 BL1571
 BL1571                         *CURRENT SURVEY CONTROL
 BL1571  ___________________________________________________________________
 BL1571* NAD 83(1986)-  30 06 49.     (N)    095 48 48.     (W)     SCALED    
 BL1571* NAVD 88     -        79.91   (+/-2cm)     262.2    (feet)  VERTCON   
 BL1571  ___________________________________________________________________
 BL1571  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1571
 BL1571  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1571
 BL1571.The horizontal coordinates were scaled from a topographic map and have
 BL1571.an estimated accuracy of +/- 6 seconds.
 BL1571
 BL1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1571.The vertical order pertains to the NGVD 29 superseded value.
 BL1571
 BL1571.The geoid height was determined by GEOID03.
 BL1571
 BL1571;                    North         East    Units  Estimated Accuracy
 BL1571;SPC TXSC     - 4,256,910.      907,070.      MT  (+/- 180 meters Scaled)
 BL1571
 BL1571                          SUPERSEDED SURVEY CONTROL
 BL1571
 BL1571  NGVD 29 (04/06/79)   79.899  (m)          262.14   (f) ADJUSTED    1 2
 BL1571
 BL1571.Superseded values are not recommended for survey control.
 BL1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1571.See file dsdata.txt to determine how the superseded data were derived.
 BL1571
 BL1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289347(NAD 83)
 BL1571_MARKER: DB = BENCH MARK DISK
 BL1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1571_SP_SET: CONCRETE POST
 BL1571_STAMPING: U 1023 1954
 BL1571_MARK LOGO: CGS   
 BL1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1571+STABILITY: SURFACE MOTION
 BL1571
 BL1571  HISTORY     - Date     Condition        Report By
 BL1571  HISTORY     - 1954     MONUMENTED       CGS
 BL1571  HISTORY     - 1978     GOOD             NGS
 BL1571  HISTORY     - 1986     GOOD             NGS
 BL1571
 BL1571                          STATION DESCRIPTION
 BL1571
 BL1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1571'7.7 MI NE FROM HOCKLEY.
 BL1571'2.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1571'RAILROAD STATION AT HOCKLEY, THENCE 1.7 MILES EAST ALONG THE WALLER
 BL1571'AND TOMBALL ROAD, THENCE 3.1 MILES NORTH ALONG NICHOLS ROAD, 81 FEET
 BL1571'EAST OF THE CENTER LINE OF NICHOLS ROAD, 34 FEET SOUTH OF THE CENTER
 BL1571'LINE OF AN EAST AND WEST ROAD, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF
 BL1571'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BL1571'FOOT ABOVE THE GROUND.
 BL1571
 BL1571                          STATION RECOVERY (1978)
 BL1571
 BL1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1571'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1571'CONROE ROAD AND THE MISSOURI-PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1571'0.15 MILE SOUTHEAST ALONG COMMERCE STREET, AND THENCE 9.55 MILES
 BL1571'SOUTHWEST ALONG NICHOLS SAW MILL ROAD, ON THE SOUTHEAST CORNER OF THE
 BL1571'T JUNCTION OF NICHOLS SAW MILL ROAD AND MURRELL ROAD, 81 FEET EAST OF
 BL1571'THE CENTERLINE OF MURRELL ROAD, 34 FEET SOUTH OF THE CENTERLINE OF
 BL1571'NICHOLS SAW MILL ROAD, AND 2 FEET NORTH OF A FENCE.
 BL1571
 BL1571                          STATION RECOVERY (1986)
 BL1571
 BL1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0414 ***********************************************************************
 DM0414  DESIGNATION -  U 1024
 DM0414  PID         -  DM0414
 DM0414  STATE/COUNTY-  TX/HOPKINS
 DM0414  USGS QUAD   -  COMO (1964)
 DM0414
 DM0414                         *CURRENT SURVEY CONTROL
 DM0414  ___________________________________________________________________
 DM0414* NAD 83(1986)-  33 02 59.     (N)    095 27 35.     (W)     SCALED    
 DM0414* NAVD 88     -       163.037  (meters)     534.90   (feet)  ADJUSTED  
 DM0414  ___________________________________________________________________
 DM0414  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DM0414  DYNAMIC HT  -         162.856 (meters)     534.30  (feet)  COMP
 DM0414  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 DM0414
 DM0414  VERT ORDER  -  FIRST     CLASS II
 DM0414
 DM0414.The horizontal coordinates were scaled from a topographic map and have
 DM0414.an estimated accuracy of +/- 6 seconds.
 DM0414
 DM0414.The orthometric height was determined by differential leveling
 DM0414.and adjusted by the National Geodetic Survey in June 1991..
 DM0414
 DM0414.The geoid height was determined by GEOID03.
 DM0414
 DM0414.The dynamic height is computed by dividing the NAVD 88
 DM0414.geopotential number by the normal gravity value computed on the
 DM0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0414.degrees latitude (g = 980.6199 gals.).
 DM0414
 DM0414.The modeled gravity was interpolated from observed gravity values.
 DM0414
 DM0414;                    North         East    Units  Estimated Accuracy
 DM0414;SPC TXNC     - 2,157,480.      883,890.      MT  (+/- 180 meters Scaled)
 DM0414
 DM0414                          SUPERSEDED SURVEY CONTROL
 DM0414
 DM0414  NGVD 29 (??/??/92)  163.036  (m)          534.89   (f) ADJ UNCH    1 2
 DM0414
 DM0414.Superseded values are not recommended for survey control.
 DM0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0414.See file dsdata.txt to determine how the superseded data were derived.
 DM0414
 DM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS703594(NAD 83)
 DM0414_MARKER: DB = BENCH MARK DISK
 DM0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0414_STAMPING: U 1024 1954
 DM0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0414+STABILITY: SURFACE MOTION
 DM0414
 DM0414  HISTORY     - Date     Condition        Report By
 DM0414  HISTORY     - 1954     MONUMENTED       CGS
 DM0414  HISTORY     - 19950627 GOOD             USPSQD
 DM0414
 DM0414                          STATION DESCRIPTION
 DM0414
 DM0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0414'10.2 MI SE FROM SUPLHUR SRPINGS.
 DM0414'10.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 DM0414'THE STATION AT SULPHUR SPRINGS, 1.0 MILE SOUTHEAST OF THE STATION SIGN
 DM0414'AT COMO, 66 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 11, 63
 DM0414'FEET SOUTHWEST OF MILEPOST T - 130, 31.4 FEET SOUTHWEST OF THE
 DM0414'SOUTHWEST RAIL, 3.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 DM0414'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DM0414
 DM0414                          STATION RECOVERY (1995)
 DM0414
 DM0414'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0292 ***********************************************************************
 CR0292  DESIGNATION -  U 1025
 CR0292  PID         -  CR0292
 CR0292  STATE/COUNTY-  TX/FRANKLIN
 CR0292  USGS QUAD   -  NEWSOME (1980)
 CR0292
 CR0292                         *CURRENT SURVEY CONTROL
 CR0292  ___________________________________________________________________
 CR0292* NAD 83(1986)-  32 58 19.     (N)    095 09 47.     (W)     SCALED    
 CR0292* NAVD 88     -       107.594  (meters)     353.00   (feet)  ADJUSTED  
 CR0292  ___________________________________________________________________
 CR0292  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CR0292  DYNAMIC HT  -         107.473 (meters)     352.60  (feet)  COMP
 CR0292  MODELED GRAV-     979,516.6   (mgal)                       NAVD 88
 CR0292
 CR0292  VERT ORDER  -  FIRST     CLASS II
 CR0292
 CR0292.The horizontal coordinates were scaled from a topographic map and have
 CR0292.an estimated accuracy of +/- 6 seconds.
 CR0292
 CR0292.The orthometric height was determined by differential leveling
 CR0292.and adjusted by the National Geodetic Survey in June 1991..
 CR0292
 CR0292.The geoid height was determined by GEOID03.
 CR0292
 CR0292.The dynamic height is computed by dividing the NAVD 88
 CR0292.geopotential number by the normal gravity value computed on the
 CR0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0292.degrees latitude (g = 980.6199 gals.).
 CR0292
 CR0292.The modeled gravity was interpolated from observed gravity values.
 CR0292
 CR0292;                    North         East    Units  Estimated Accuracy
 CR0292;SPC TXNC     - 2,149,700.      911,860.      MT  (+/- 180 meters Scaled)
 CR0292
 CR0292                          SUPERSEDED SURVEY CONTROL
 CR0292
 CR0292  NGVD 29 (??/??/92)  107.606  (m)          353.04   (f) ADJ UNCH    1 2
 CR0292
 CR0292.Superseded values are not recommended for survey control.
 CR0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0292.See file dsdata.txt to determine how the superseded data were derived.
 CR0292
 CR0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS978502(NAD 83)
 CR0292_MARKER: DB = BENCH MARK DISK
 CR0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0292_STAMPING: U 1025 1954
 CR0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0292+STABILITY: SURFACE MOTION
 CR0292
 CR0292  HISTORY     - Date     Condition        Report By
 CR0292  HISTORY     - 1954     MONUMENTED       CGS
 CR0292
 CR0292                          STATION DESCRIPTION
 CR0292
 CR0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0292'7.7 MI E FROM WINNSBORO.
 CR0292'7.7 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0292'STATION AT WINNSBORO, 1 1/2 POLES EAST OF MILEPOST T - 110, 44 FEET
 CR0292'NORTHEAST OF THE NORTHEAST CORNER OF TRESTLE T - 110.0, 41 FEET NORTH
 CR0292'OF THE NORTH RAIL, 1.4 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS
 CR0292'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CR0292'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0262 ***********************************************************************
 AX0262  DESIGNATION -  U 1026
 AX0262  PID         -  AX0262
 AX0262  STATE/COUNTY-  TX/WALLER
 AX0262  USGS QUAD   -  SUNNY SIDE (1980)
 AX0262
 AX0262                         *CURRENT SURVEY CONTROL
 AX0262  ___________________________________________________________________
 AX0262* NAD 83(1986)-  29 54 50.     (N)    096 03 11.     (W)     SCALED    
 AX0262* NAVD 88     -        50.54   (+/-2cm)     165.8    (feet)  VERTCON   
 AX0262  ___________________________________________________________________
 AX0262  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0262
 AX0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0262
 AX0262.The horizontal coordinates were scaled from a topographic map and have
 AX0262.an estimated accuracy of +/- 6 seconds.
 AX0262
 AX0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0262.The vertical order pertains to the NGVD 29 superseded value.
 AX0262
 AX0262.The geoid height was determined by GEOID03.
 AX0262
 AX0262;                    North         East    Units  Estimated Accuracy
 AX0262;SPC TXSC     - 4,234,170.      884,530.      MT  (+/- 180 meters Scaled)
 AX0262
 AX0262                          SUPERSEDED SURVEY CONTROL
 AX0262
 AX0262  NGVD 29 (??/??/92)   50.522  (m)          165.75   (f) ADJ UNCH    2 0
 AX0262
 AX0262.Superseded values are not recommended for survey control.
 AX0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0262.See file dsdata.txt to determine how the superseded data were derived.
 AX0262
 AX0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU845128(NAD 83)
 AX0262_MARKER: DB = BENCH MARK DISK
 AX0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0262_STAMPING: U 1026 1954
 AX0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0262+STABILITY: SURFACE MOTION
 AX0262
 AX0262  HISTORY     - Date     Condition        Report By
 AX0262  HISTORY     - 1954     MONUMENTED       CGS
 AX0262  HISTORY     - 1967     GOOD             NGS
 AX0262
 AX0262                          STATION DESCRIPTION
 AX0262
 AX0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AX0262'15.95 MI S FROM HEMPSTEAD.
 AX0262'ABOUT 2.45 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0262'HEMPSTEAD, THENCE 11.5 MILES SOUTH ALONG FARM ROAD 359, THENCE 2.0
 AX0262'MILES WEST ALONG A FARM ROAD TO SITE OF MARK, 37 FEET WEST OF CENTER
 AX0262'LINE OF THE OLD PART OF ROAD, ABOUT 60 FEET NORTH OF THE CENTER OF
 AX0262'FARM ROAD, 250 FEET SOUTHWEST OF AN ELECTRIC SUBSTATION, 2.4 FEET EAST
 AX0262'OF A FENCE, 2.6 FEET SOUTH OF A WOODEN WITNESS POST.  A C AND GS BENCH
 AX0262'MARK DISK SET IN A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE SURFACE
 AX0262'OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0176 ***********************************************************************
 BM0176  DESIGNATION -  U 1027
 BM0176  PID         -  BM0176
 BM0176  STATE/COUNTY-  TX/AUSTIN
 BM0176  USGS QUAD   -  BUCKHORN (1989)
 BM0176
 BM0176                         *CURRENT SURVEY CONTROL
 BM0176  ___________________________________________________________________
 BM0176* NAD 83(1986)-  30 00 31.     (N)    096 08 15.     (W)     SCALED    
 BM0176* NAVD 88     -        53.90   (+/-2cm)     176.8    (feet)  VERTCON   
 BM0176  ___________________________________________________________________
 BM0176  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BM0176
 BM0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0176
 BM0176.The horizontal coordinates were scaled from a topographic map and have
 BM0176.an estimated accuracy of +/- 6 seconds.
 BM0176
 BM0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0176.The vertical order pertains to the NGVD 29 superseded value.
 BM0176
 BM0176.The geoid height was determined by GEOID03.
 BM0176
 BM0176;                    North         East    Units  Estimated Accuracy
 BM0176;SPC TXSC     - 4,244,460.      876,120.      MT  (+/- 180 meters Scaled)
 BM0176
 BM0176                          SUPERSEDED SURVEY CONTROL
 BM0176
 BM0176  NGVD 29 (??/??/92)   53.880  (m)          176.77   (f) ADJ UNCH    2 0
 BM0176
 BM0176.Superseded values are not recommended for survey control.
 BM0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0176.See file dsdata.txt to determine how the superseded data were derived.
 BM0176
 BM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU761231(NAD 83)
 BM0176_MARKER: DB = BENCH MARK DISK
 BM0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0176_STAMPING: U 1027 1954
 BM0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0176+STABILITY: SURFACE MOTION
 BM0176
 BM0176  HISTORY     - Date     Condition        Report By
 BM0176  HISTORY     - 1954     MONUMENTED       CGS
 BM0176  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0176
 BM0176                          STATION DESCRIPTION
 BM0176
 BM0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0176'1.0 MI S FROM COCHRAN.
 BM0176'1.0 MILE SOUTH ALONG A PAVED ROAD FROM THE ELEMENTARY SCHOOL AT
 BM0176'COCHRAN, 200 FEET SOUTHEAST OF 2 OIL STORAGE TANKS, 27 FEET NORTHWEST
 BM0176'OF THE CENTER LINE OF A PAVED ROAD, 10 FEET NORTHEAST OF A TELEPHONE
 BM0176'POLE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0176'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0176
 BM0176                          STATION RECOVERY (1999)
 BM0176
 BM0176'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1618 ***********************************************************************
 BL1618  DESIGNATION -  U 1028
 BL1618  PID         -  BL1618
 BL1618  STATE/COUNTY-  TX/HARRIS
 BL1618  USGS QUAD   -  WALLER (1980)
 BL1618
 BL1618                         *CURRENT SURVEY CONTROL
 BL1618  ___________________________________________________________________
 BL1618* NAD 83(1986)-  30 02 21.     (N)    095 52 40.     (W)     SCALED    
 BL1618* NAVD 88     -        73.95   (+/-2cm)     242.6    (feet)  VERTCON   
 BL1618  ___________________________________________________________________
 BL1618  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL1618
 BL1618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1618
 BL1618.The horizontal coordinates were scaled from a topographic map and have
 BL1618.an estimated accuracy of +/- 6 seconds.
 BL1618
 BL1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1618.The vertical order pertains to the NGVD 29 superseded value.
 BL1618
 BL1618.The geoid height was determined by GEOID03.
 BL1618
 BL1618;                    North         East    Units  Estimated Accuracy
 BL1618;SPC TXSC     - 4,248,490.      901,080.      MT  (+/- 180 meters Scaled)
 BL1618
 BL1618                          SUPERSEDED SURVEY CONTROL
 BL1618
 BL1618  NGVD 29 (??/??/92)   73.944  (m)          242.60   (f) ADJ UNCH    2 0
 BL1618
 BL1618.Superseded values are not recommended for survey control.
 BL1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1618.See file dsdata.txt to determine how the superseded data were derived.
 BL1618
 BL1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP224266(NAD 83)
 BL1618_MARKER: DB = BENCH MARK DISK
 BL1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1618_STAMPING: U 1028 1954
 BL1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1618+STABILITY: SURFACE MOTION
 BL1618
 BL1618  HISTORY     - Date     Condition        Report By
 BL1618  HISTORY     - 1954     MONUMENTED       CGS
 BL1618  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1618
 BL1618                          STATION DESCRIPTION
 BL1618
 BL1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1618'2.1 MI W FROM HOCKLEY.
 BL1618'2.1 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 BL1618'RAILROAD STATION AT HOCKLEY, 57 FEET SOUTH OF THE CENTER LINE OF THE
 BL1618'HIGHWAY, 37 FEET NORTH OF THE NORTH RAIL OF THE TEXAS AND NEW ORLEANS
 BL1618'RAILROAD, 2.6 FEET WEST OF A WITNESS POST, 1.0 MILE EAST OF BENCH MARK
 BL1618'S 1028, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 BL1618'ABOVE THE GROUND.
 BL1618
 BL1618                          STATION RECOVERY (1978)
 BL1618
 BL1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1618'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0170 ***********************************************************************
 BM0170  DESIGNATION -  U 1029 RESET 1957
 BM0170  PID         -  BM0170
 BM0170  STATE/COUNTY-  TX/AUSTIN
 BM0170  USGS QUAD   -  BUCKHORN (1989)
 BM0170
 BM0170                         *CURRENT SURVEY CONTROL
 BM0170  ___________________________________________________________________
 BM0170* NAD 83(1986)-  30 01 14.     (N)    096 08 52.     (W)     SCALED    
 BM0170* NAVD 88     -        54.40   (+/-2cm)     178.5    (feet)  VERTCON   
 BM0170  ___________________________________________________________________
 BM0170  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BM0170
 BM0170  VERT ORDER  -  THIRD (See Below)
 BM0170
 BM0170.The horizontal coordinates were scaled from a topographic map and have
 BM0170.an estimated accuracy of +/- 6 seconds.
 BM0170
 BM0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0170.The vertical order pertains to the NGVD 29 superseded value.
 BM0170
 BM0170.The geoid height was determined by GEOID03.
 BM0170
 BM0170;                    North         East    Units  Estimated Accuracy
 BM0170;SPC TXSC     - 4,245,760.      875,100.      MT  (+/- 180 meters Scaled)
 BM0170
 BM0170                          SUPERSEDED SURVEY CONTROL
 BM0170
 BM0170  NGVD 29 (01/29/03)   54.38   (m)          178.4    (f) RESET       3  
 BM0170
 BM0170.Superseded values are not recommended for survey control.
 BM0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0170.See file dsdata.txt to determine how the superseded data were derived.
 BM0170
 BM0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU750244(NAD 83)
 BM0170_MARKER: DB = BENCH MARK DISK
 BM0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0170_STAMPING: U 1029 RESET 1957
 BM0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0170+STABILITY: SURFACE MOTION
 BM0170
 BM0170  HISTORY     - Date     Condition        Report By
 BM0170  HISTORY     - 1957     MONUMENTED       CGS
 BM0170  HISTORY     - 19991023 GOOD             USPSQD
 BM0170
 BM0170                          STATION DESCRIPTION
 BM0170
 BM0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BM0170'7.5 MI NE FROM BELLVILLE.
 BM0170'ABOUT 7.5 MILES NORTHEAST ALONG STATE HIGHWAY NO.159 FROM THE JUNCTION
 BM0170'WITH HIGHWAY NO.36 IN BELLVILLE, ABOUT 27 YARDS SOUTHEAST OF THE
 BM0170'CENTERLINE OF THE HIGHWAY AND 15 FEET WEST OF THE CENTERLINE OF AN
 BM0170'ENTRANCE LANE TO A LARGE, OLD HOUSE.  IT IS 3 FEET NORTH OF A 4 X 4
 BM0170'POST, ALONG THE EAST EDGE OF A HAY MEADOW.  A STANDARD DISK STAMPED U
 BM0170'1029 RESET 1957 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 BM0170
 BM0170                          STATION RECOVERY (1999)
 BM0170
 BM0170'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0003 ***********************************************************************
 BO0003  DESIGNATION -  U 103
 BO0003  PID         -  BO0003
 BO0003  STATE/COUNTY-  TX/SUTTON
 BO0003  USGS QUAD   -  BUFFALO WELL SW (1982)
 BO0003
 BO0003                         *CURRENT SURVEY CONTROL
 BO0003  ___________________________________________________________________
 BO0003* NAD 83(1986)-  30 31 28.     (N)    100 26 56.     (W)     SCALED    
 BO0003* NAVD 88     -       700.575  (meters)    2298.47   (feet)  POSTED    
 BO0003  ___________________________________________________________________
 BO0003  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 BO0003  DYNAMIC HT  -         699.560 (meters)    2295.14  (feet)  COMP
 BO0003  MODELED GRAV-     979,169.2   (mgal)                       NAVD 88
 BO0003
 BO0003  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0003
 BO0003.The horizontal coordinates were scaled from a topographic map and have
 BO0003.an estimated accuracy of +/- 6 seconds.
 BO0003
 BO0003.The orthometric height was determined by differential leveling
 BO0003.and adjusted by the National Geodetic Survey in 1992..
 BO0003.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0003.rate of 1.1 thru 2.0 mm/km.
 BO0003
 BO0003.The geoid height was determined by GEOID03.
 BO0003
 BO0003.The dynamic height is computed by dividing the NAVD 88
 BO0003.geopotential number by the normal gravity value computed on the
 BO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0003.degrees latitude (g = 980.6199 gals.).
 BO0003
 BO0003.The modeled gravity was interpolated from observed gravity values.
 BO0003
 BO0003;                    North         East    Units  Estimated Accuracy
 BO0003;SPC TX C     - 3,095,100.      688,910.      MT  (+/- 180 meters Scaled)
 BO0003
 BO0003                          SUPERSEDED SURVEY CONTROL
 BO0003
 BO0003  NGVD 29 (??/??/92)  700.425  (m)         2297.98   (f) ADJ UNCH    1 2
 BO0003
 BO0003.Superseded values are not recommended for survey control.
 BO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0003.See file dsdata.txt to determine how the superseded data were derived.
 BO0003
 BO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU609777(NAD 83)
 BO0003_MARKER: DB = BENCH MARK DISK
 BO0003_SETTING: 66 = SET IN ROCK OUTCROP
 BO0003_SP_SET: BEDROCK
 BO0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0003+STABILITY: POSITION/ELEVATION WELL
 BO0003
 BO0003  HISTORY     - Date     Condition        Report By
 BO0003  HISTORY     - UNK      MONUMENTED       CGS
 BO0003  HISTORY     - 1932     GOOD             NGS
 BO0003  HISTORY     - 1958     MARK NOT FOUND   NGS
 BO0003
 BO0003                          STATION DESCRIPTION
 BO0003
 BO0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BO0003'13.3 MI E FROM SONORA.
 BO0003'13.3 MILES EAST OF, ABOUT 200 FEET EAST OF DIP IN HIGHWAY, 37 FEET
 BO0003'NORTH OF CENTERLINE OF HIGHWAY 290 AND 4 FEET INSIDE FENCELINE.
 BO0003
 BO0003                          STATION RECOVERY (1958)
 BO0003
 BO0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BO0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0183 ***********************************************************************
 BM0183  DESIGNATION -  U 1030
 BM0183  PID         -  BM0183
 BM0183  STATE/COUNTY-  TX/AUSTIN
 BM0183  USGS QUAD   -  KENNEY (1989)
 BM0183
 BM0183                         *CURRENT SURVEY CONTROL
 BM0183  ___________________________________________________________________
 BM0183* NAD 83(1986)-  30 04 03.     (N)    096 15 04.     (W)     SCALED    
 BM0183* NAVD 88     -        68.64   (+/-2cm)     225.2    (feet)  VERTCON   
 BM0183  ___________________________________________________________________
 BM0183  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BM0183
 BM0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0183
 BM0183.The horizontal coordinates were scaled from a topographic map and have
 BM0183.an estimated accuracy of +/- 6 seconds.
 BM0183
 BM0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0183.The vertical order pertains to the NGVD 29 superseded value.
 BM0183
 BM0183.The geoid height was determined by GEOID03.
 BM0183
 BM0183;                    North         East    Units  Estimated Accuracy
 BM0183;SPC TXSC     - 4,250,730.      865,010.      MT  (+/- 180 meters Scaled)
 BM0183
 BM0183                          SUPERSEDED SURVEY CONTROL
 BM0183
 BM0183  NGVD 29 (??/??/92)   68.610  (m)          225.10   (f) ADJ UNCH    2 0
 BM0183
 BM0183.Superseded values are not recommended for survey control.
 BM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0183.See file dsdata.txt to determine how the superseded data were derived.
 BM0183
 BM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU649294(NAD 83)
 BM0183_MARKER: DB = BENCH MARK DISK
 BM0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0183_STAMPING: U 1030 1954
 BM0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0183+STABILITY: SURFACE MOTION
 BM0183
 BM0183  HISTORY     - Date     Condition        Report By
 BM0183  HISTORY     - 1954     MONUMENTED       CGS
 BM0183  HISTORY     - 19910726 POOR             USPSQD
 BM0183  HISTORY     - 19991021 POOR             USPSQD
 BM0183
 BM0183                          STATION DESCRIPTION
 BM0183
 BM0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0183'5.5 MI NE FROM KENNEY.
 BM0183'0.6 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BM0183'THE STATION AT KENNEY, THENCE 4.9 MILES NORTHEAST ALONG A GRADED DIRT
 BM0183'ROAD, 60 FEET SOUTH OF THE CENTER OF A JUNCTION WITH A DIRT ROAD
 BM0183'LEADING EAST, 21 FEET WEST OF THE CENTER LINE OF A ROAD, 1.6 FEET EAST
 BM0183'OF A FENCE, 2.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BM0183'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 BM0183
 BM0183                          STATION RECOVERY (1991)
 BM0183
 BM0183'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0183'MARK RECOVERED IN POOR CONDITION.
 BM0183
 BM0183                          STATION RECOVERY (1999)
 BM0183
 BM0183'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0183'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1490 ***********************************************************************
 BL1490  DESIGNATION -  U 1031 RESET 1966
 BL1490  PID         -  BL1490
 BL1490  STATE/COUNTY-  TX/GRIMES
 BL1490  USGS QUAD   -  STONEHAM (1961)
 BL1490
 BL1490                         *CURRENT SURVEY CONTROL
 BL1490  ___________________________________________________________________
 BL1490* NAD 83(1986)-  30 19 45.     (N)    095 58 45.     (W)     SCALED    
 BL1490* NAVD 88     -        98.50   (+/-2cm)     323.2    (feet)  VERTCON   
 BL1490  ___________________________________________________________________
 BL1490  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL1490
 BL1490  VERT ORDER  -  THIRD (See Below)
 BL1490
 BL1490.The horizontal coordinates were scaled from a topographic map and have
 BL1490.an estimated accuracy of +/- 6 seconds.
 BL1490
 BL1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1490.The vertical order pertains to the NGVD 29 superseded value.
 BL1490
 BL1490.The geoid height was determined by GEOID03.
 BL1490
 BL1490;                    North         East    Units  Estimated Accuracy
 BL1490;SPC TX C     - 3,081,640.    1,118,600.      MT  (+/- 180 meters Scaled)
 BL1490
 BL1490                          SUPERSEDED SURVEY CONTROL
 BL1490
 BL1490  NGVD 29 (??/??/??)   98.48   (m)          323.1    (f) RESET       3  
 BL1490
 BL1490.Superseded values are not recommended for survey control.
 BL1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1490.See file dsdata.txt to determine how the superseded data were derived.
 BL1490
 BL1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP135590(NAD 83)
 BL1490_MARKER: DB = BENCH MARK DISK
 BL1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1490_STAMPING: U 1031 RESET 1966
 BL1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1490+STABILITY: SURFACE MOTION
 BL1490
 BL1490  HISTORY     - Date     Condition        Report By
 BL1490  HISTORY     - 1966     MONUMENTED       CGS
 BL1490  HISTORY     - 19940820 GOOD             USPSQD
 BL1490  HISTORY     - 19991107 GOOD             USPSQD
 BL1490
 BL1490                          STATION DESCRIPTION
 BL1490
 BL1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BL1490'8.5 MI SE FROM NAVASOTA.
 BL1490'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAYS 6 AND 105 FROM THE
 BL1490'JUNCTION OF STATE HIGHWAYS 6, 105 AND 90 IN NAVASOTA, THENCE 5.7 MILES
 BL1490'EAST ALONG STATE HIGHWAY 105, THENCE 1.95 MILES SOUTH ALONG F. M.
 BL1490'HIGHWAY 2988 TO SITE OF BENCH MARK, 49 FEET WEST OF THE CENTER LINE OF
 BL1490'HIGHWAY, 28 FEET SOUTH OF THE CENTER OF A METAL GATE, 1 FOOT NORTH OF
 BL1490'AN EAST-WEST FENCE LINE, AND 1 FOOT NORTH OF A METAL WITNESS POST. A
 BL1490'STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT
 BL1490'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS AT HIGHWAY STATION
 BL1490'107 + 82.
 BL1490
 BL1490                          STATION RECOVERY (1994)
 BL1490
 BL1490'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1490'RECOVERED IN GOOD CONDITION.
 BL1490
 BL1490                          STATION RECOVERY (1999)
 BL1490
 BL1490'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0136 ***********************************************************************
 BM0136  DESIGNATION -  U 1032
 BM0136  PID         -  BM0136
 BM0136  STATE/COUNTY-  TX/GRIMES
 BM0136  USGS QUAD   -  COURTNEY (1989)
 BM0136
 BM0136                         *CURRENT SURVEY CONTROL
 BM0136  ___________________________________________________________________
 BM0136* NAD 83(1986)-  30 16 24.     (N)    096 02 31.     (W)     SCALED    
 BM0136* NAVD 88     -        76.33   (+/-2cm)     250.4    (feet)  VERTCON   
 BM0136  ___________________________________________________________________
 BM0136  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BM0136
 BM0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0136
 BM0136.The horizontal coordinates were scaled from a topographic map and have
 BM0136.an estimated accuracy of +/- 6 seconds.
 BM0136
 BM0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0136.The vertical order pertains to the NGVD 29 superseded value.
 BM0136
 BM0136.The geoid height was determined by GEOID03.
 BM0136
 BM0136;                    North         East    Units  Estimated Accuracy
 BM0136;SPC TX C     - 3,075,220.    1,112,800.      MT  (+/- 180 meters Scaled)
 BM0136
 BM0136                          SUPERSEDED SURVEY CONTROL
 BM0136
 BM0136  NGVD 29 (??/??/92)   76.313  (m)          250.37   (f) ADJ UNCH    2 0
 BM0136
 BM0136.Superseded values are not recommended for survey control.
 BM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0136.See file dsdata.txt to determine how the superseded data were derived.
 BM0136
 BM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU845527(NAD 83)
 BM0136_MARKER: DB = BENCH MARK DISK
 BM0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0136_STAMPING: U 1032 1954
 BM0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0136+STABILITY: SURFACE MOTION
 BM0136
 BM0136  HISTORY     - Date     Condition        Report By
 BM0136  HISTORY     - 1954     MONUMENTED       CGS
 BM0136  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0136
 BM0136                          STATION DESCRIPTION
 BM0136
 BM0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0136'2.0 MI E FROM COURTNEY.
 BM0136'2.0 MILES EAST ALONG FARM ROAD 2 FROM THE TEXAS AND NEW ORLEANS
 BM0136'RAILROAD STATION SIGN AT COURTNEY, 50 FEET SOUTH OF THE CENTER LINE OF
 BM0136'THE FARM ROAD, 185 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 6,
 BM0136'1.4 FEET NORTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE
 BM0136'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0136
 BM0136                          STATION RECOVERY (1991)
 BM0136
 BM0136'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1447 ***********************************************************************
 BL1447  DESIGNATION -  U 1033
 BL1447  PID         -  BL1447
 BL1447  STATE/COUNTY-  TX/GRIMES
 BL1447  USGS QUAD   -  STONEHAM (1961)
 BL1447
 BL1447                         *CURRENT SURVEY CONTROL
 BL1447  ___________________________________________________________________
 BL1447* NAD 83(1986)-  30 21 38.     (N)    095 56 01.     (W)     SCALED    
 BL1447* NAVD 88     -       102.40   (+/-2cm)     336.0    (feet)  VERTCON   
 BL1447  ___________________________________________________________________
 BL1447  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL1447
 BL1447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1447
 BL1447.The horizontal coordinates were scaled from a topographic map and have
 BL1447.an estimated accuracy of +/- 6 seconds.
 BL1447
 BL1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1447.The vertical order pertains to the NGVD 29 superseded value.
 BL1447
 BL1447.The geoid height was determined by GEOID03.
 BL1447
 BL1447;                    North         East    Units  Estimated Accuracy
 BL1447;SPC TX C     - 3,085,290.    1,122,840.      MT  (+/- 180 meters Scaled)
 BL1447
 BL1447                          SUPERSEDED SURVEY CONTROL
 BL1447
 BL1447  NGVD 29 (??/??/92)  102.380  (m)          335.89   (f) ADJ UNCH    2 0
 BL1447
 BL1447.Superseded values are not recommended for survey control.
 BL1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1447.See file dsdata.txt to determine how the superseded data were derived.
 BL1447
 BL1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP180623(NAD 83)
 BL1447_MARKER: DB = BENCH MARK DISK
 BL1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1447_STAMPING: U 1033 1954
 BL1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1447+STABILITY: SURFACE MOTION
 BL1447
 BL1447  HISTORY     - Date     Condition        Report By
 BL1447  HISTORY     - 1954     MONUMENTED       CGS
 BL1447  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BL1447
 BL1447                          STATION DESCRIPTION
 BL1447
 BL1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1447'1.55 MI NW FROM STONEHAM.
 BL1447'1.55 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1447'RAILROAD FROM THE STATION AT STONEHAM, 4 1/2 POLES NORTHWEST OF
 BL1447'MILEPOST 38, 42 FEET NORTH OF THE NORTH RAIL, 52 FEET SOUTH OF THE
 BL1447'CENTER LINE OF STATE HIGHWAY 105, 1 FOOT SOUTH OF A FENCE, 2 FEET EAST
 BL1447'OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 BL1447'OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND. NOTE--
 BL1447'THE INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC.
 BL1447
 BL1447                          STATION RECOVERY (1999)
 BL1447
 BL1447'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0389 ***********************************************************************
 DN0389  DESIGNATION -  U 1035
 DN0389  PID         -  DN0389
 DN0389  STATE/COUNTY-  TX/COLLIN
 DN0389  USGS QUAD   -  MC KINNEY EAST (1973)
 DN0389
 DN0389                         *CURRENT SURVEY CONTROL
 DN0389  ___________________________________________________________________
 DN0389* NAD 83(1986)-  33 11 15.     (N)    096 35 22.     (W)     SCALED    
 DN0389* NAVD 88     -       174.963  (meters)     574.02   (feet)  ADJUSTED  
 DN0389  ___________________________________________________________________
 DN0389  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DN0389  DYNAMIC HT  -         174.774 (meters)     573.40  (feet)  COMP
 DN0389  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 DN0389
 DN0389  VERT ORDER  -  SECOND    CLASS 0
 DN0389
 DN0389.The horizontal coordinates were scaled from a topographic map and have
 DN0389.an estimated accuracy of +/- 6 seconds.
 DN0389
 DN0389.The orthometric height was determined by differential leveling
 DN0389.and adjusted by the National Geodetic Survey in June 1991..
 DN0389
 DN0389.The geoid height was determined by GEOID03.
 DN0389
 DN0389.The dynamic height is computed by dividing the NAVD 88
 DN0389.geopotential number by the normal gravity value computed on the
 DN0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0389.degrees latitude (g = 980.6199 gals.).
 DN0389
 DN0389.The modeled gravity was interpolated from observed gravity values.
 DN0389
 DN0389;                    North         East    Units  Estimated Accuracy
 DN0389;SPC TXNC     - 2,170,270.      778,140.      MT  (+/- 180 meters Scaled)
 DN0389
 DN0389                          SUPERSEDED SURVEY CONTROL
 DN0389
 DN0389  NGVD 29 (??/??/92)  174.980  (m)          574.08   (f) ADJ UNCH    2 0
 DN0389
 DN0389.Superseded values are not recommended for survey control.
 DN0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0389.See file dsdata.txt to determine how the superseded data were derived.
 DN0389
 DN0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB247746(NAD 83)
 DN0389_MARKER: DB = BENCH MARK DISK
 DN0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0389_STAMPING: U 1035 1954
 DN0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0389+STABILITY: SURFACE MOTION
 DN0389
 DN0389  HISTORY     - Date     Condition        Report By
 DN0389  HISTORY     - 1954     MONUMENTED       CGS
 DN0389  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN0389  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0389
 DN0389                          STATION DESCRIPTION
 DN0389
 DN0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0389'1.95 MI E FROM MCKINNEY.
 DN0389'0.25 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 DN0389'MCKINNEY, THENCE 0.75 MILE EAST ALONG ANTHONY STREET, THENCE 0.2 MILE
 DN0389'NORTHEAST ALONG A GRAVELED STREET, THENCE 0.75 MILE SOUTHEAST ALONG A
 DN0389'GRAVELED ROAD.  18 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 78
 DN0389'FEET NORTHWEST OF A FENCE CONER, 21 FEET NORTHWEST OF A 12 INCH PECAN
 DN0389'TREE, 3 FEET SOUTHWEST OF A FENCE, 2.4 FEET SOUTHEAST OF A WITNESS
 DN0389'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 DN0389'THE GROUND.
 DN0389
 DN0389                          STATION RECOVERY (1994)
 DN0389
 DN0389'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0389'MARK NOT FOUND.
 DN0389
 DN0389                          STATION RECOVERY (2005)
 DN0389
 DN0389'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1772 ***********************************************************************
 BK1772  DESIGNATION -  U 1036
 BK1772  PID         -  BK1772
 BK1772  STATE/COUNTY-  TX/ORANGE
 BK1772  USGS QUAD   -  TERRY (1974)
 BK1772
 BK1772                         *CURRENT SURVEY CONTROL
 BK1772  ___________________________________________________________________
 BK1772* NAD 83(1986)-  30 05 54.     (N)    093 54 54.     (W)     SCALED    
 BK1772* NAVD 88     -         4.042  (meters)      13.26   (feet)  ADJUSTED  
 BK1772  ___________________________________________________________________
 BK1772  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1772  DYNAMIC HT  -           4.037 (meters)      13.24  (feet)  COMP
 BK1772  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 BK1772
 BK1772  VERT ORDER  -  FIRST     CLASS I
 BK1772
 BK1772.The horizontal coordinates were scaled from a topographic map and have
 BK1772.an estimated accuracy of +/- 6 seconds.
 BK1772
 BK1772.The orthometric height was determined by differential leveling
 BK1772.and adjusted by the National Geodetic Survey in June 1991..
 BK1772
 BK1772.The geoid height was determined by GEOID03.
 BK1772
 BK1772.The dynamic height is computed by dividing the NAVD 88
 BK1772.geopotential number by the normal gravity value computed on the
 BK1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1772.degrees latitude (g = 980.6199 gals.).
 BK1772
 BK1772.The modeled gravity was interpolated from observed gravity values.
 BK1772
 BK1772;                    North         East    Units  Estimated Accuracy
 BK1772;SPC TX C     - 3,065,700.    1,318,330.      MT  (+/- 180 meters Scaled)
 BK1772
 BK1772                          SUPERSEDED SURVEY CONTROL
 BK1772
 BK1772  NGVD 29 (??/??/??)    3.994  (m)           13.10   (f) ADJUSTED    1 1
 BK1772
 BK1772.Superseded values are not recommended for survey control.
 BK1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1772.See file dsdata.txt to determine how the superseded data were derived.
 BK1772
 BK1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP118300(NAD 83)
 BK1772_MARKER: DB = BENCH MARK DISK
 BK1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1772_SP_SET: CONCRETE POST
 BK1772_STAMPING: U 1036 1955
 BK1772_MARK LOGO: CGS   
 BK1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1772+STABILITY: SURFACE MOTION
 BK1772
 BK1772  HISTORY     - Date     Condition        Report By
 BK1772  HISTORY     - 1955     MONUMENTED       CGS
 BK1772  HISTORY     - 1972     GOOD             NGS
 BK1772  HISTORY     - 1986     GOOD             NGS
 BK1772  HISTORY     - 20010331 GOOD             USPSQD
 BK1772
 BK1772                          STATION DESCRIPTION
 BK1772
 BK1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1772'11.35 MI E FROM BEAUMONT.
 BK1772'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY AND SOUTHERN RAILROAD
 BK1772'FROM THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BK1772'BEAUMONT, THENCE 10.25 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BK1772'4 1/2 POLES WEST OF MILEPOST NO. 267, 66 FEET SOUTHWEST OF THE FOURTH
 BK1772'TELEPHONE POLE WEST OF THE MILEPOST, 3 1/2 TELEPHONE POLES EAST OF A
 BK1772'TRESTLE, 45 FEET SOUTH OF THE SOUTH RAIL, 13 FEET EAST OF THE CENTER
 BK1772'LINE OF AN OLD GATE AND ROAD NOW ABANDONED ALONG WITH THE CROSSING, 2
 BK1772'1/2 FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 BK1772'5 FEET BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 BK1772'PROJECTING 6 INCHES.
 BK1772
 BK1772                          STATION RECOVERY (1986)
 BK1772
 BK1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1772'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BK1772'THE TELEPHONE POLE HAS BEEN REMOVED.
 BK1772
 BK1772                          STATION RECOVERY (2001)
 BK1772
 BK1772'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRM)
 BK1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0129 ***********************************************************************
 EO0129  DESIGNATION -  U 1037
 EO0129  PID         -  EO0129
 EO0129  STATE/COUNTY-  TX/PARMER
 EO0129  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0129
 EO0129                         *CURRENT SURVEY CONTROL
 EO0129  ___________________________________________________________________
 EO0129* NAD 83(1986)-  34 26 18.     (N)    102 58 24.     (W)     SCALED    
 EO0129* NAVD 88     -      1267.721  (meters)    4159.18   (feet)  ADJUSTED  
 EO0129  ___________________________________________________________________
 EO0129  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 EO0129  DYNAMIC HT  -        1266.062 (meters)    4153.74  (feet)  COMP
 EO0129  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 EO0129
 EO0129  VERT ORDER  -  FIRST     CLASS II
 EO0129
 EO0129.The horizontal coordinates were scaled from a topographic map and have
 EO0129.an estimated accuracy of +/- 6 seconds.
 EO0129
 EO0129.The orthometric height was determined by differential leveling
 EO0129.and adjusted by the National Geodetic Survey in June 1991..
 EO0129
 EO0129.The geoid height was determined by GEOID03.
 EO0129
 EO0129.The dynamic height is computed by dividing the NAVD 88
 EO0129.geopotential number by the normal gravity value computed on the
 EO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0129.degrees latitude (g = 980.6199 gals.).
 EO0129
 EO0129.The modeled gravity was interpolated from observed gravity values.
 EO0129
 EO0129;                    North         East    Units  Estimated Accuracy
 EO0129;SPC TX N     - 1,049,640.       64,590.      MT  (+/- 180 meters Scaled)
 EO0129
 EO0129                          SUPERSEDED SURVEY CONTROL
 EO0129
 EO0129  NGVD 29 (??/??/92) 1267.129  (m)         4157.24   (f) ADJ UNCH    1 2
 EO0129
 EO0129.Superseded values are not recommended for survey control.
 EO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0129.See file dsdata.txt to determine how the superseded data were derived.
 EO0129
 EO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU862126(NAD 83)
 EO0129_MARKER: DB = BENCH MARK DISK
 EO0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0129_STAMPING: U 1037 1958
 EO0129_MARK LOGO: CGS   
 EO0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0129+STABILITY: SURFACE MOTION
 EO0129
 EO0129  HISTORY     - Date     Condition        Report By
 EO0129  HISTORY     - 1958     MONUMENTED       CGS
 EO0129  HISTORY     - 1984     GOOD             NGS
 EO0129
 EO0129                          STATION DESCRIPTION
 EO0129
 EO0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0129'5.45 MI NE FROM TEXICO, NM.
 EO0129'ABOUT 5.45 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0129'FROM THE STATION AT TEXICO, NEW MEXICO, OR ABOUT 7.8 MILES SOUTHWEST
 EO0129'ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE STATION AT BOVINA,
 EO0129'TEXAS, 39 FEET SOUTH OF MILE POST 642, 44 FEET SOUTHEAST OF THE NEAR
 EO0129'RAIL, 34 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 6 FEET
 EO0129'SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A WHITE WOODEN
 EO0129'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 2 FEET
 EO0129'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 EO0129'PROJECTING 6 INCHES.
 EO0129
 EO0129                          STATION RECOVERY (1984)
 EO0129
 EO0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0198 ***********************************************************************
 EO0198  DESIGNATION -  U 1038
 EO0198  PID         -  EO0198
 EO0198  STATE/COUNTY-  TX/PARMER
 EO0198  USGS QUAD   -  FRIONA (1980)
 EO0198
 EO0198                         *CURRENT SURVEY CONTROL
 EO0198  ___________________________________________________________________
 EO0198* NAD 83(1986)-  34 38 50.     (N)    102 41 33.     (W)     SCALED    
 EO0198* NAVD 88     -      1219.381  (meters)    4000.59   (feet)  ADJUSTED  
 EO0198  ___________________________________________________________________
 EO0198  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 EO0198  DYNAMIC HT  -        1217.808 (meters)    3995.43  (feet)  COMP
 EO0198  MODELED GRAV-     979,303.8   (mgal)                       NAVD 88
 EO0198
 EO0198  VERT ORDER  -  FIRST     CLASS II
 EO0198
 EO0198.The horizontal coordinates were scaled from a topographic map and have
 EO0198.an estimated accuracy of +/- 6 seconds.
 EO0198
 EO0198.The orthometric height was determined by differential leveling
 EO0198.and adjusted by the National Geodetic Survey in June 1991..
 EO0198
 EO0198.The geoid height was determined by GEOID03.
 EO0198
 EO0198.The dynamic height is computed by dividing the NAVD 88
 EO0198.geopotential number by the normal gravity value computed on the
 EO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0198.degrees latitude (g = 980.6199 gals.).
 EO0198
 EO0198.The modeled gravity was interpolated from observed gravity values.
 EO0198
 EO0198;                    North         East    Units  Estimated Accuracy
 EO0198;SPC TX N     - 1,072,460.       90,680.      MT  (+/- 180 meters Scaled)
 EO0198
 EO0198                          SUPERSEDED SURVEY CONTROL
 EO0198
 EO0198  NGVD 29 (??/??/92) 1218.822  (m)         3998.75   (f) ADJ UNCH    1 2
 EO0198
 EO0198.Superseded values are not recommended for survey control.
 EO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0198.See file dsdata.txt to determine how the superseded data were derived.
 EO0198
 EO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU114363(NAD 83)
 EO0198_MARKER: DB = BENCH MARK DISK
 EO0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0198_STAMPING: U 1038 1958
 EO0198_MARK LOGO: CGS   
 EO0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0198+STABILITY: SURFACE MOTION
 EO0198
 EO0198  HISTORY     - Date     Condition        Report By
 EO0198  HISTORY     - 1958     MONUMENTED       CGS
 EO0198  HISTORY     - 1984     GOOD             NGS
 EO0198
 EO0198                          STATION DESCRIPTION
 EO0198
 EO0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0198'1.9 MI NE FROM FRIONA.
 EO0198'ABOUT 1.75 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0198'FROM THE STATION AT FRIONA, THENCE ABOUT 0.15 MILE NORTH-NORTHWEST
 EO0198'ALONG THE BENGER AIRPORT ROAD, AT THE BENGER AIRPORT, 65 1/2 FEET
 EO0198'SOUTH OF THE SOUTHWEST CORNER OF A STUCCO HANGAR, 4 FEET
 EO0198'NORTH-NORTHWEST OF A POWER POLE, AND IN THE TOP OF A CONCRETE POST
 EO0198'PROJECTING 4 INCHES.
 EO0198
 EO0198                          STATION RECOVERY (1984)
 EO0198
 EO0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0052 ***********************************************************************
 EO0052  DESIGNATION -  U 1039
 EO0052  PID         -  EO0052
 EO0052  STATE/COUNTY-  TX/DEAF SMITH
 EO0052  USGS QUAD   -  HEREFORD (1970)
 EO0052
 EO0052                         *CURRENT SURVEY CONTROL
 EO0052  ___________________________________________________________________
 EO0052* NAD 83(1986)-  34 48 23.     (N)    102 22 33.     (W)     SCALED    
 EO0052* NAVD 88     -      1161.567  (meters)    3810.91   (feet)  POSTED    
 EO0052  ___________________________________________________________________
 EO0052  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 EO0052  DYNAMIC HT  -        1160.100 (meters)    3806.09  (feet)  COMP
 EO0052  MODELED GRAV-     979,331.8   (mgal)                       NAVD 88
 EO0052
 EO0052  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EO0052
 EO0052.The horizontal coordinates were scaled from a topographic map and have
 EO0052.an estimated accuracy of +/- 6 seconds.
 EO0052
 EO0052.The orthometric height was determined by differential leveling
 EO0052.and adjusted by the National Geodetic Survey in 1992..
 EO0052.No vertical observational check was made to the station.
 EO0052.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EO0052.was located on a no-check spur therefore a value was not computed.
 EO0052
 EO0052.The geoid height was determined by GEOID03.
 EO0052
 EO0052.The dynamic height is computed by dividing the NAVD 88
 EO0052.geopotential number by the normal gravity value computed on the
 EO0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0052.degrees latitude (g = 980.6199 gals.).
 EO0052
 EO0052.The modeled gravity was interpolated from observed gravity values.
 EO0052
 EO0052;                    North         East    Units  Estimated Accuracy
 EO0052;SPC TX N     - 1,089,810.      119,860.      MT  (+/- 180 meters Scaled)
 EO0052
 EO0052                          SUPERSEDED SURVEY CONTROL
 EO0052
 EO0052  NGVD 29 (??/??/92) 1161.067  (m)         3809.27   (f) ADJ UNCH    1 2
 EO0052
 EO0052.Superseded values are not recommended for survey control.
 EO0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0052.See file dsdata.txt to determine how the superseded data were derived.
 EO0052
 EO0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU400547(NAD 83)
 EO0052_MARKER: DB = BENCH MARK DISK
 EO0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0052_STAMPING: U 1039 1958
 EO0052_MARK LOGO: CGS   
 EO0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0052+STABILITY: SURFACE MOTION
 EO0052
 EO0052  HISTORY     - Date     Condition        Report By
 EO0052  HISTORY     - 1958     MONUMENTED       CGS
 EO0052  HISTORY     - 1984     GOOD             NGS
 EO0052
 EO0052                          STATION DESCRIPTION
 EO0052
 EO0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0052'1.6 MI SE FROM HEREFORD.
 EO0052'ABOUT 0.1 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0052'THE STATION AT HEREFORD, THENCE ABOUT 1.5 MILES SOUTHEAST AND EAST
 EO0052'ALONG FARM ROAD 1259, AT THE PAETZOLD AIRPORT, 136 FEET EAST-NORTHEAST
 EO0052'OF THE NORTHEAST CORNER OF THE MOST WESTERLY ONE OF TWO HANGARS, 7
 EO0052'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOST EASTERLY ONE
 EO0052'OF TWO HANGARS, 2 FEET SOUTH OF A GAS METER, AND IN THE TOP OF A
 EO0052'CONCRETE POST PROJECTING 6 INCHES.
 EO0052
 EO0052                          STATION RECOVERY (1984)
 EO0052
 EO0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0157 ***********************************************************************
 BO0157  DESIGNATION -  U 104 RESET 1967
 BO0157  PID         -  BO0157
 BO0157  STATE/COUNTY-  TX/CROCKETT
 BO0157  USGS QUAD   -  OZONA (1979)
 BO0157
 BO0157                         *CURRENT SURVEY CONTROL
 BO0157  ___________________________________________________________________
 BO0157* NAD 83(1986)-  30 42 44.     (N)    101 09 44.     (W)     SCALED    
 BO0157* NAVD 88     -       728.94   (meters)    2391.5    (feet)  RESET     
 BO0157  ___________________________________________________________________
 BO0157  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 BO0157
 BO0157  VERT ORDER  -  THIRD
 BO0157
 BO0157.The horizontal coordinates were scaled from a topographic map and have
 BO0157.an estimated accuracy of +/- 6 seconds.
 BO0157
 BO0157.The orthometric height was computed from unverified reset data.
 BO0157
 BO0157.The geoid height was determined by GEOID03.
 BO0157
 BO0157;                    North         East    Units  Estimated Accuracy
 BO0157;SPC TX C     - 3,116,200.      620,610.      MT  (+/- 180 meters Scaled)
 BO0157
 BO0157                          SUPERSEDED SURVEY CONTROL
 BO0157
 BO0157.No superseded survey control is available for this station.
 BO0157
 BO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU929997(NAD 83)
 BO0157_MARKER: DB = BENCH MARK DISK
 BO0157_SETTING: 80 = SET IN A BOULDER
 BO0157_SP_SET: BOULDER
 BO0157_STAMPING: U 104 1933 RESET 1967
 BO0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0157+STABILITY: SURFACE MOTION
 BO0157
 BO0157  HISTORY     - Date     Condition        Report By
 BO0157  HISTORY     - 1967     MONUMENTED       USGS
 BO0157
 BO0157                          STATION DESCRIPTION
 BO0157
 BO0157'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0157'2.3 MI E FROM OZONA.
 BO0157'ABOUT 2.3 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0157'OZONA, ABOUT 600 FEET EAST AND 226 FEET NORTH OF A CULVERT, 226 FEET
 BO0157'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 290, 24 FEET MORTH AND 162
 BO0157'FEET EAST OF POWER POLE NUMBER 348 AND SET IN THE TOP OF A LARGE FLAT
 BO0157'LIMESTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0024 ***********************************************************************
 EO0024  DESIGNATION -  U 1040
 EO0024  PID         -  EO0024
 EO0024  STATE/COUNTY-  TX/DEAF SMITH
 EO0024  USGS QUAD   -  DAWN (1984)
 EO0024
 EO0024                         *CURRENT SURVEY CONTROL
 EO0024  ___________________________________________________________________
 EO0024* NAD 83(1986)-  34 59 09.     (N)    102 12 14.     (W)     SCALED    
 EO0024* NAVD 88     -      1162.110  (meters)    3812.69   (feet)  ADJUSTED  
 EO0024  ___________________________________________________________________
 EO0024  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 EO0024  DYNAMIC HT  -        1160.680 (meters)    3808.00  (feet)  COMP
 EO0024  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 EO0024
 EO0024  VERT ORDER  -  FIRST     CLASS II
 EO0024
 EO0024.The horizontal coordinates were scaled from a topographic map and have
 EO0024.an estimated accuracy of +/- 6 seconds.
 EO0024
 EO0024.The orthometric height was determined by differential leveling
 EO0024.and adjusted by the National Geodetic Survey in June 1991..
 EO0024
 EO0024.The geoid height was determined by GEOID03.
 EO0024
 EO0024.The dynamic height is computed by dividing the NAVD 88
 EO0024.geopotential number by the normal gravity value computed on the
 EO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0024.degrees latitude (g = 980.6199 gals.).
 EO0024
 EO0024.The modeled gravity was interpolated from observed gravity values.
 EO0024
 EO0024;                    North         East    Units  Estimated Accuracy
 EO0024;SPC TX N     - 1,109,590.      135,740.      MT  (+/- 180 meters Scaled)
 EO0024
 EO0024                          SUPERSEDED SURVEY CONTROL
 EO0024
 EO0024  NGVD 29 (??/??/92) 1161.592  (m)         3810.99   (f) ADJ UNCH    1 2
 EO0024
 EO0024.Superseded values are not recommended for survey control.
 EO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0024.See file dsdata.txt to determine how the superseded data were derived.
 EO0024
 EO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU552750(NAD 83)
 EO0024_MARKER: DB = BENCH MARK DISK
 EO0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0024_SP_SET: CULVERT
 EO0024_STAMPING: U 1040 1958
 EO0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0024
 EO0024  HISTORY     - Date     Condition        Report By
 EO0024  HISTORY     - 1958     MONUMENTED       CGS
 EO0024  HISTORY     - 1980     MARK NOT FOUND   USGS
 EO0024  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0024
 EO0024                          STATION DESCRIPTION
 EO0024
 EO0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0024'11.8 MI W FROM UMBARGER.
 EO0024'ABOUT 6.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0024'FROM THE STATION AT UMBARGER, THENCE ABOUT 5.5 MILES NORTH ALONG FARM
 EO0024'ROAD 809, AT THE INTERSECTION OF FARM ROAD 1062, IN THE TOP AND CENTER
 EO0024'OF THE NORTHWEST HEADWALL OF A TIWN CULVERT, 28 FEET WEST OF THE
 EO0024'CENTER LINE OF FARM ROAD 809, 26 FEET NORTH OF THE CENTER LINE OF FARM
 EO0024'ROAD 1062, 39 FEET NORTHEAST OF THE CENTER LINE OF THE INTERSECTION OF
 EO0024'THE ROADS, AND ABOUT LEVEL WITH THE ROADS.
 EO0024
 EO0024                          STATION RECOVERY (1980)
 EO0024
 EO0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EO0024'MARK NOT FOUND.
 EO0024
 EO0024                          STATION RECOVERY (1984)
 EO0024
 EO0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0024'NOTE=THE TOP OF THE HEADWALL HAS BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0243 ***********************************************************************
 DM0243  DESIGNATION -  U 1041
 DM0243  PID         -  DM0243
 DM0243  STATE/COUNTY-  TX/MORRIS
 DM0243  USGS QUAD   -  CASON (1980)
 DM0243
 DM0243                         *CURRENT SURVEY CONTROL
 DM0243  ___________________________________________________________________
 DM0243* NAD 83(1986)-  33 02 15.     (N)    094 48 55.     (W)     SCALED    
 DM0243* NAVD 88     -       102.177  (meters)     335.23   (feet)  ADJUSTED  
 DM0243  ___________________________________________________________________
 DM0243  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0243  DYNAMIC HT  -         102.065 (meters)     334.86  (feet)  COMP
 DM0243  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 DM0243
 DM0243  VERT ORDER  -  FIRST     CLASS II
 DM0243
 DM0243.The horizontal coordinates were scaled from a topographic map and have
 DM0243.an estimated accuracy of +/- 6 seconds.
 DM0243
 DM0243.The orthometric height was determined by differential leveling
 DM0243.and adjusted by the National Geodetic Survey in June 1991..
 DM0243
 DM0243.The geoid height was determined by GEOID03.
 DM0243
 DM0243.The dynamic height is computed by dividing the NAVD 88
 DM0243.geopotential number by the normal gravity value computed on the
 DM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0243.degrees latitude (g = 980.6199 gals.).
 DM0243
 DM0243.The modeled gravity was interpolated from observed gravity values.
 DM0243
 DM0243;                    North         East    Units  Estimated Accuracy
 DM0243;SPC TXNC     - 2,158,050.      944,090.      MT  (+/- 180 meters Scaled)
 DM0243
 DM0243                          SUPERSEDED SURVEY CONTROL
 DM0243
 DM0243  NGVD 29 (??/??/92)  102.208  (m)          335.33   (f) ADJ UNCH    1 2
 DM0243
 DM0243.Superseded values are not recommended for survey control.
 DM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0243.See file dsdata.txt to determine how the superseded data were derived.
 DM0243
 DM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS304569(NAD 83)
 DM0243_MARKER: DB = BENCH MARK DISK
 DM0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0243_STAMPING: U 1041 1954
 DM0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0243+STABILITY: SURFACE MOTION
 DM0243
 DM0243  HISTORY     - Date     Condition        Report By
 DM0243  HISTORY     - 1954     MONUMENTED       CGS
 DM0243  HISTORY     - 1964     GOOD             NGS
 DM0243
 DM0243                          STATION DESCRIPTION
 DM0243
 DM0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0243'6.0 MI W FROM DRINGERFIELD.
 DM0243'6.0 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0243'STATION AT DRINGERFIELD, 4 POLES EAST OF THE STATION SIGN AT CASON, 34
 DM0243'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 11, 35 FEET NORTH OF
 DM0243'THE NORTH RAIL OF THE MAIN TRACK, 5 FEET NORTH OF A TELEPHONE POLE, 3
 DM0243'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DM0243'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DM0243
 DM0243                          STATION RECOVERY (1964)
 DM0243
 DM0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0231 ***********************************************************************
 CR0231  DESIGNATION -  U 1042
 CR0231  PID         -  CR0231
 CR0231  STATE/COUNTY-  TX/MARION
 CR0231  USGS QUAD   -  LASSATER (1961)
 CR0231
 CR0231                         *CURRENT SURVEY CONTROL
 CR0231  ___________________________________________________________________
 CR0231* NAD 83(1986)-  32 51 41.     (N)    094 31 30.     (W)     SCALED    
 CR0231* NAVD 88     -       116.023  (meters)     380.65   (feet)  ADJUSTED  
 CR0231  ___________________________________________________________________
 CR0231  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CR0231  DYNAMIC HT  -         115.894 (meters)     380.23  (feet)  COMP
 CR0231  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 CR0231
 CR0231  VERT ORDER  -  FIRST     CLASS II
 CR0231
 CR0231.The horizontal coordinates were scaled from a topographic map and have
 CR0231.an estimated accuracy of +/- 6 seconds.
 CR0231
 CR0231.The orthometric height was determined by differential leveling
 CR0231.and adjusted by the National Geodetic Survey in June 1991..
 CR0231
 CR0231.The geoid height was determined by GEOID03.
 CR0231
 CR0231.The dynamic height is computed by dividing the NAVD 88
 CR0231.geopotential number by the normal gravity value computed on the
 CR0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0231.degrees latitude (g = 980.6199 gals.).
 CR0231
 CR0231.The modeled gravity was interpolated from observed gravity values.
 CR0231
 CR0231;                    North         East    Units  Estimated Accuracy
 CR0231;SPC TXNC     - 2,139,520.      971,920.      MT  (+/- 180 meters Scaled)
 CR0231
 CR0231                          SUPERSEDED SURVEY CONTROL
 CR0231
 CR0231  NGVD 29 (??/??/92)  116.068  (m)          380.80   (f) ADJ UNCH    1 2
 CR0231
 CR0231.Superseded values are not recommended for survey control.
 CR0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0231.See file dsdata.txt to determine how the superseded data were derived.
 CR0231
 CR0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS573369(NAD 83)
 CR0231_MARKER: DB = BENCH MARK DISK
 CR0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0231_STAMPING: U 1042 1954
 CR0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0231+STABILITY: SURFACE MOTION
 CR0231
 CR0231  HISTORY     - Date     Condition        Report By
 CR0231  HISTORY     - 1954     MONUMENTED       CGS
 CR0231
 CR0231                          STATION DESCRIPTION
 CR0231
 CR0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0231'3.5 MI SE FROM AVINGER.
 CR0231'3.5 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0231'STATION AT AVINGER, 1 POLE NORTH OF MILEPOST T - 64, AT A ROAD
 CR0231'CROSSING, 43 FEET SOUTH OF THE CENTER LINE OF A ROAD, 42 FEET EAST OF
 CR0231'THE EAST RAIL, 8 FEET SOUTHEAST OF A TELEPHONE POLE, 4.7 FEET WEST OF
 CR0231'A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CR0231'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1155 ***********************************************************************
 FL1155  DESIGNATION -  U 1043
 FL1155  PID         -  FL1155
 FL1155  STATE/COUNTY-  TX/POTTER
 FL1155  USGS QUAD   -  PULLMAN (1973)
 FL1155
 FL1155                         *CURRENT SURVEY CONTROL
 FL1155  ___________________________________________________________________
 FL1155* NAD 83(1986)-  35 13 14.     (N)    101 41 27.     (W)     SCALED    
 FL1155* NAVD 88     -      1097.726  (meters)    3601.46   (feet)  ADJUSTED  
 FL1155  ___________________________________________________________________
 FL1155  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FL1155  DYNAMIC HT  -        1096.422 (meters)    3597.18  (feet)  COMP
 FL1155  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 FL1155
 FL1155  VERT ORDER  -  FIRST     CLASS II
 FL1155
 FL1155.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1155
 FL1155.The horizontal coordinates were scaled from a topographic map and have
 FL1155.an estimated accuracy of +/- 6 seconds.
 FL1155
 FL1155.The orthometric height was determined by differential leveling
 FL1155.and adjusted by the National Geodetic Survey in June 1991..
 FL1155
 FL1155.The geoid height was determined by GEOID03.
 FL1155
 FL1155.The dynamic height is computed by dividing the NAVD 88
 FL1155.geopotential number by the normal gravity value computed on the
 FL1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1155.degrees latitude (g = 980.6199 gals.).
 FL1155
 FL1155.The modeled gravity was interpolated from observed gravity values.
 FL1155
 FL1155;                    North         East    Units  Estimated Accuracy
 FL1155;SPC TX N     - 1,135,420.      182,630.      MT  (+/- 180 meters Scaled)
 FL1155
 FL1155                          SUPERSEDED SURVEY CONTROL
 FL1155
 FL1155  NGVD 29 (??/??/92) 1097.224  (m)         3599.81   (f) ADJ UNCH    1 2
 FL1155
 FL1155.Superseded values are not recommended for survey control.
 FL1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1155.See file dsdata.txt to determine how the superseded data were derived.
 FL1155
 FL1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE550008(NAD 83)
 FL1155_MARKER: DB = BENCH MARK DISK
 FL1155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL1155_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL1155_STAMPING: U 1043 1957
 FL1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1155
 FL1155  HISTORY     - Date     Condition        Report By
 FL1155  HISTORY     - 1957     MONUMENTED       CGS
 FL1155  HISTORY     - 1964     MARK NOT FOUND   NGS
 FL1155  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1155
 FL1155                          STATION DESCRIPTION
 FL1155
 FL1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FL1155'9 MI NE FROM AMARILLO.
 FL1155'ABOUT 9 MILES NORTHEAST OF AMARILLO, AT AMARILLO AIR FORCE BASE, 1250
 FL1155'FEET SOUTHWEST OF THE NORTHEAST END OF A PROPOSED RUNWAY, 4700 FEET
 FL1155'SOUTHEAST OF THE CENTER LINE OF THE PROPOSED RUNWAY, 850 FEET
 FL1155'SOUTHEAST OF THE SOUTHEAST END OF AN ALERT APRON, AT RUNWAY STATION
 FL1155'122 + 50, 2 FEET NORTHEAST OF A WITNESS POST, WELDED ON THE TOP OF A 3
 FL1155'1/2 INCH IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FL1155
 FL1155                          STATION RECOVERY (1964)
 FL1155
 FL1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FL1155'MARK NOT FOUND.
 FL1155
 FL1155                          STATION RECOVERY (1984)
 FL1155
 FL1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0019 ***********************************************************************
 CT0019  DESIGNATION -  U 1048
 CT0019  PID         -  CT0019
 CT0019  STATE/COUNTY-  TX/PALO PINTO
 CT0019  USGS QUAD   -  BRAZOS WEST (1984)
 CT0019
 CT0019                         *CURRENT SURVEY CONTROL
 CT0019  ___________________________________________________________________
 CT0019* NAD 83(1986)-  32 38 02.     (N)    098 09 48.     (W)     SCALED    
 CT0019* NAVD 88     -       242.280  (meters)     794.88   (feet)  ADJUSTED  
 CT0019  ___________________________________________________________________
 CT0019  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CT0019  DYNAMIC HT  -         241.980 (meters)     793.90  (feet)  COMP
 CT0019  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 CT0019
 CT0019  VERT ORDER  -  FIRST     CLASS II
 CT0019
 CT0019.The horizontal coordinates were scaled from a topographic map and have
 CT0019.an estimated accuracy of +/- 6 seconds.
 CT0019
 CT0019.The orthometric height was determined by differential leveling
 CT0019.and adjusted by the National Geodetic Survey in June 1991..
 CT0019
 CT0019.The geoid height was determined by GEOID03.
 CT0019
 CT0019.The dynamic height is computed by dividing the NAVD 88
 CT0019.geopotential number by the normal gravity value computed on the
 CT0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0019.degrees latitude (g = 980.6199 gals.).
 CT0019
 CT0019.The modeled gravity was interpolated from observed gravity values.
 CT0019
 CT0019;                    North         East    Units  Estimated Accuracy
 CT0019;SPC TXNC     - 2,107,310.      631,590.      MT  (+/- 180 meters Scaled)
 CT0019
 CT0019                          SUPERSEDED SURVEY CONTROL
 CT0019
 CT0019  NGVD 29 (??/??/92)  242.193  (m)          794.59   (f) ADJ UNCH    1 2
 CT0019
 CT0019.Superseded values are not recommended for survey control.
 CT0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0019.See file dsdata.txt to determine how the superseded data were derived.
 CT0019
 CT0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB784110(NAD 83)
 CT0019_MARKER: DB = BENCH MARK DISK
 CT0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0019_STAMPING: U 1048 1955
 CT0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0019+STABILITY: SURFACE MOTION
 CT0019
 CT0019  HISTORY     - Date     Condition        Report By
 CT0019  HISTORY     - 1955     MONUMENTED       CGS
 CT0019
 CT0019                          STATION DESCRIPTION
 CT0019
 CT0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0019'3.7 MI NE FROM SANTO.
 CT0019'3.7 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0019'STATION AT SANTO, 3 POLES NORTHEAST OF MILEPOST 304, 46 FEET SOUTHEAST
 CT0019'OF THE SOUTHEAST RAIL, 6 FEET SOUTHEAST OF A TELEPHONE POLE, 6.6 FEET
 CT0019'NORTHWEST OF A FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 CT0019'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0181 ***********************************************************************
 CT0181  DESIGNATION -  U 1049
 CT0181  PID         -  CT0181
 CT0181  STATE/COUNTY-  TX/EASTLAND
 CT0181  USGS QUAD   -  EASTLAND (1987)
 CT0181
 CT0181                         *CURRENT SURVEY CONTROL
 CT0181  ___________________________________________________________________
 CT0181* NAD 83(1986)-  32 24 47.     (N)    098 48 45.     (W)     SCALED    
 CT0181* NAVD 88     -       444.278  (meters)    1457.60   (feet)  ADJUSTED  
 CT0181  ___________________________________________________________________
 CT0181  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CT0181  DYNAMIC HT  -         443.710 (meters)    1455.74  (feet)  COMP
 CT0181  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 CT0181
 CT0181  VERT ORDER  -  FIRST     CLASS II
 CT0181
 CT0181.This mark is at Eastland Muni (ETN) Airport (ETN)
 CT0181
 CT0181.The horizontal coordinates were scaled from a topographic map and have
 CT0181.an estimated accuracy of +/- 6 seconds.
 CT0181
 CT0181.The orthometric height was determined by differential leveling
 CT0181.and adjusted by the National Geodetic Survey in June 1991..
 CT0181
 CT0181.The geoid height was determined by GEOID03.
 CT0181
 CT0181.The dynamic height is computed by dividing the NAVD 88
 CT0181.geopotential number by the normal gravity value computed on the
 CT0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0181.degrees latitude (g = 980.6199 gals.).
 CT0181
 CT0181.The modeled gravity was interpolated from observed gravity values.
 CT0181
 CT0181;                    North         East    Units  Estimated Accuracy
 CT0181;SPC TXNC     - 2,082,810.      570,610.      MT  (+/- 180 meters Scaled)
 CT0181
 CT0181                          SUPERSEDED SURVEY CONTROL
 CT0181
 CT0181  NGVD 29 (??/??/92)  444.140  (m)         1457.15   (f) ADJ UNCH    1 2
 CT0181
 CT0181.Superseded values are not recommended for survey control.
 CT0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0181.See file dsdata.txt to determine how the superseded data were derived.
 CT0181
 CT0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA176862(NAD 83)
 CT0181_MARKER: DB = BENCH MARK DISK
 CT0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0181_STAMPING: U 1049 1956
 CT0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0181+STABILITY: SURFACE MOTION
 CT0181
 CT0181  HISTORY     - Date     Condition        Report By
 CT0181  HISTORY     - 1956     MONUMENTED       CGS
 CT0181  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0181
 CT0181                          STATION DESCRIPTION
 CT0181
 CT0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0181'0.7 MI NE FROM EASTLAND.
 CT0181'0.25 MILE NORTH ALONG STATE HIGHWAY 6 FROM THE TEXAS AND PACIFIC
 CT0181'RAILROAD STATION AT EASTLAND, THENCE 0.25 MILE EAST ALONG A GRAVELED
 CT0181'ROAD, THENCE 0.2 MILE NORTH ALONG A ROAD LEADING TO THE EASTLAND
 CT0181'AIRPORT, 2.2 FEET SOUTH OF THE EAST CORNER OF THE HANGAR AT THE
 CT0181'AIRPORT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 CT0181'ABOVE THE GROUND.
 CT0181
 CT0181                          STATION RECOVERY (2002)
 CT0181
 CT0181'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0350 ***********************************************************************
 BO0350  DESIGNATION -  U 105
 BO0350  PID         -  BO0350
 BO0350  STATE/COUNTY-  TX/PECOS
 BO0350  USGS QUAD   -  SHEFFIELD (1967)
 BO0350
 BO0350                         *CURRENT SURVEY CONTROL
 BO0350  ___________________________________________________________________
 BO0350* NAD 83(1986)-  30 42 42.     (N)    101 49 52.     (W)     SCALED    
 BO0350* NAVD 88     -       670.211  (meters)    2198.85   (feet)  ADJUSTED  
 BO0350  ___________________________________________________________________
 BO0350  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BO0350  DYNAMIC HT  -         669.233 (meters)    2195.64  (feet)  COMP
 BO0350  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 BO0350
 BO0350  VERT ORDER  -  FIRST     CLASS II
 BO0350
 BO0350.The horizontal coordinates were scaled from a topographic map and have
 BO0350.an estimated accuracy of +/- 6 seconds.
 BO0350
 BO0350.The orthometric height was determined by differential leveling
 BO0350.and adjusted by the National Geodetic Survey in June 1991..
 BO0350
 BO0350.The geoid height was determined by GEOID03.
 BO0350
 BO0350.The dynamic height is computed by dividing the NAVD 88
 BO0350.geopotential number by the normal gravity value computed on the
 BO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0350.degrees latitude (g = 980.6199 gals.).
 BO0350
 BO0350.The modeled gravity was interpolated from observed gravity values.
 BO0350
 BO0350;                    North         East    Units  Estimated Accuracy
 BO0350;SPC TX C     - 3,116,810.      556,550.      MT  (+/- 180 meters Scaled)
 BO0350
 BO0350                          SUPERSEDED SURVEY CONTROL
 BO0350
 BO0350  NGVD 29 (??/??/92)  669.988  (m)         2198.12   (f) ADJ UNCH    1 2
 BO0350
 BO0350.Superseded values are not recommended for survey control.
 BO0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0350.See file dsdata.txt to determine how the superseded data were derived.
 BO0350
 BO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV288010(NAD 83)
 BO0350_MARKER: DB = BENCH MARK DISK
 BO0350_SETTING: 66 = SET IN ROCK OUTCROP
 BO0350_SP_SET: OUTCROP
 BO0350_STAMPING: U 105 1933 2198.119
 BO0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0350+STABILITY: POSITION/ELEVATION WELL
 BO0350
 BO0350  HISTORY     - Date     Condition        Report By
 BO0350  HISTORY     - 1933     MONUMENTED       CGS
 BO0350  HISTORY     - 1958     GOOD             NGS
 BO0350  HISTORY     - 1967     GOOD             LOCSUR
 BO0350
 BO0350                          STATION DESCRIPTION
 BO0350
 BO0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0350'2.0 MI NW FROM SHEFFIELD.
 BO0350'ABOUT 2.0 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE
 BO0350'AT SHEFFIELD, IN THE TOP OF A FLAT ROCK OUTCROP FLUSH WITH THE GROUND,
 BO0350'61 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE
 BO0350'SOUTHWEST OF A CONCRETE CULVERT, 376 FEET SOUTHWEST OF A TEE FENCE
 BO0350'CORNER, 153 FEET SOUTHWEST OF A HIGHWAY MARKER NUMBER 990, 10 FEET
 BO0350'NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE, ABOUT LEVEL WITH THE
 BO0350'HIGHWAY, AND SURROUNDED BY A CIRCLE OF LOOSE ROCKS.
 BO0350
 BO0350                          STATION RECOVERY (1967)
 BO0350
 BO0350'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 BO0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0044 ***********************************************************************
 CT0044  DESIGNATION -  U 1050
 CT0044  PID         -  CT0044
 CT0044  STATE/COUNTY-  TX/PALO PINTO
 CT0044  USGS QUAD   -  STRAWN EAST (1984)
 CT0044
 CT0044                         *CURRENT SURVEY CONTROL
 CT0044  ___________________________________________________________________
 CT0044* NAD 83(1986)-  32 32 43.     (N)    098 25 52.     (W)     SCALED    
 CT0044* NAVD 88     -       288.046  (meters)     945.03   (feet)  ADJUSTED  
 CT0044  ___________________________________________________________________
 CT0044  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CT0044  DYNAMIC HT  -         287.687 (meters)     943.85  (feet)  COMP
 CT0044  MODELED GRAV-     979,385.7   (mgal)                       NAVD 88
 CT0044
 CT0044  VERT ORDER  -  FIRST     CLASS II
 CT0044
 CT0044.The horizontal coordinates were scaled from a topographic map and have
 CT0044.an estimated accuracy of +/- 6 seconds.
 CT0044
 CT0044.The orthometric height was determined by differential leveling
 CT0044.and adjusted by the National Geodetic Survey in June 1991..
 CT0044
 CT0044.The geoid height was determined by GEOID03.
 CT0044
 CT0044.The dynamic height is computed by dividing the NAVD 88
 CT0044.geopotential number by the normal gravity value computed on the
 CT0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0044.degrees latitude (g = 980.6199 gals.).
 CT0044
 CT0044.The modeled gravity was interpolated from observed gravity values.
 CT0044
 CT0044;                    North         East    Units  Estimated Accuracy
 CT0044;SPC TXNC     - 2,097,430.      606,470.      MT  (+/- 180 meters Scaled)
 CT0044
 CT0044                          SUPERSEDED SURVEY CONTROL
 CT0044
 CT0044  NGVD 29 (??/??/92)  287.944  (m)          944.70   (f) ADJ UNCH    1 2
 CT0044
 CT0044.Superseded values are not recommended for survey control.
 CT0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0044.See file dsdata.txt to determine how the superseded data were derived.
 CT0044
 CT0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB534010(NAD 83)
 CT0044_MARKER: DB = BENCH MARK DISK
 CT0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0044_SP_SET: SEMAPHORE BASE
 CT0044_STAMPING: U 1050 1956
 CT0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0044
 CT0044  HISTORY     - Date     Condition        Report By
 CT0044  HISTORY     - 1956     MONUMENTED       CGS
 CT0044  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0044  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0044  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0044
 CT0044                          STATION DESCRIPTION
 CT0044
 CT0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0044'0.55 MI W FROM MINGUS.
 CT0044'0.55 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0044'AT MINGUS, 118 FEET WEST OF THE WEST END OF TRESTLE 322.3, 9 FEET
 CT0044'NORTH OF THE NORTH RAIL, 4.4 FEET WEST OF A BATTERY BOX, SET IN THE
 CT0044'TOP OF THE CENTER OF AN ABANDONED CONCRETE SEMAPHORE BASE.
 CT0044
 CT0044                          STATION RECOVERY (1998)
 CT0044
 CT0044'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0044'MARK NOT FOUND.
 CT0044
 CT0044                          STATION RECOVERY (2002)
 CT0044
 CT0044'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CT0044'MARK NOT FOUND.
 CT0044
 CT0044                          STATION RECOVERY (2004)
 CT0044
 CT0044'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0505 ***********************************************************************
 CT0505  DESIGNATION -  U 1051
 CT0505  PID         -  CT0505
 CT0505  STATE/COUNTY-  TX/TAYLOR
 CT0505  USGS QUAD   -  ABILENE EAST (1987)
 CT0505
 CT0505                         *CURRENT SURVEY CONTROL
 CT0505  ___________________________________________________________________
 CT0505* NAD 83(1986)-  32 26 09.     (N)    099 39 18.     (W)     SCALED    
 CT0505* NAVD 88     -       536.337  (meters)    1759.63   (feet)  ADJUSTED  
 CT0505  ___________________________________________________________________
 CT0505  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CT0505  DYNAMIC HT  -         535.639 (meters)    1757.34  (feet)  COMP
 CT0505  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 CT0505
 CT0505  VERT ORDER  -  FIRST     CLASS II
 CT0505
 CT0505.The horizontal coordinates were scaled from a topographic map and have
 CT0505.an estimated accuracy of +/- 6 seconds.
 CT0505
 CT0505.The orthometric height was determined by differential leveling
 CT0505.and adjusted by the National Geodetic Survey in June 1991..
 CT0505
 CT0505.The geoid height was determined by GEOID03.
 CT0505
 CT0505.The dynamic height is computed by dividing the NAVD 88
 CT0505.geopotential number by the normal gravity value computed on the
 CT0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0505.degrees latitude (g = 980.6199 gals.).
 CT0505
 CT0505.The modeled gravity was interpolated from observed gravity values.
 CT0505
 CT0505;                    North         East    Units  Estimated Accuracy
 CT0505;SPC TXNC     - 2,085,890.      491,390.      MT  (+/- 180 meters Scaled)
 CT0505
 CT0505                          SUPERSEDED SURVEY CONTROL
 CT0505
 CT0505  NGVD 29 (??/??/92)  536.203  (m)         1759.19   (f) ADJ UNCH    1 2
 CT0505
 CT0505.Superseded values are not recommended for survey control.
 CT0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0505.See file dsdata.txt to determine how the superseded data were derived.
 CT0505
 CT0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA384889(NAD 83)
 CT0505_MARKER: DB = BENCH MARK DISK
 CT0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0505_STAMPING: U 1051 1956
 CT0505_MARK LOGO: CGS   
 CT0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0505+STABILITY: SURFACE MOTION
 CT0505
 CT0505  HISTORY     - Date     Condition        Report By
 CT0505  HISTORY     - 1956     MONUMENTED       CGS
 CT0505  HISTORY     - 1961     GOOD             NGS
 CT0505  HISTORY     - 1983     GOOD             NGS
 CT0505  HISTORY     - 19940616 GOOD             USPSQD
 CT0505  HISTORY     - 20011013 GOOD             USPSQD
 CT0505
 CT0505                          STATION DESCRIPTION
 CT0505
 CT0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0505'1.35 MI W FROM ELMDALE.
 CT0505'0.4 MILE SOUTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0505'0.95 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD, 5 1/2 POLES EAST
 CT0505'OF MILEPOST 402, 1 1/2 POLES EAST OF A TELEPHONE BOOTH, 50 FEET
 CT0505'NORTHEAST OF A TELEPHONE POLE, 44.4 FEET NORTH OF THE NORTH RAIL, 3.4
 CT0505'FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A WITNESS POST, 0.75 MILE EAST
 CT0505'OF BENCH MARK T 1051, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CT0505'0.6 FOOT ABOVE THE GROUND.
 CT0505
 CT0505                          STATION RECOVERY (1983)
 CT0505
 CT0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0505'RECOVERED IN GOOD CONDITION EXCEPT THAT THE MARK IS ON THE EDGE OF A
 CT0505'BANK AND WILL PROBABLY BE DESTROYED IN THE NEAR FUTURE.
 CT0505
 CT0505                          STATION RECOVERY (1994)
 CT0505
 CT0505'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0505'RECOVERED IN GOOD CONDITION.
 CT0505
 CT0505                          STATION RECOVERY (2001)
 CT0505
 CT0505'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0401 ***********************************************************************
 CT0401  DESIGNATION -  U 1052
 CT0401  PID         -  CT0401
 CT0401  STATE/COUNTY-  TX/CALLAHAN
 CT0401  USGS QUAD   -  JAYELL (1966)
 CT0401
 CT0401                         *CURRENT SURVEY CONTROL
 CT0401  ___________________________________________________________________
 CT0401* NAD 83(1986)-  32 22 41.     (N)    099 17 52.     (W)     SCALED    
 CT0401* NAVD 88     -       469.876  (meters)    1541.58   (feet)  ADJUSTED  
 CT0401  ___________________________________________________________________
 CT0401  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CT0401  DYNAMIC HT  -         469.269 (meters)    1539.59  (feet)  COMP
 CT0401  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 CT0401
 CT0401  VERT ORDER  -  FIRST     CLASS II
 CT0401
 CT0401.The horizontal coordinates were scaled from a topographic map and have
 CT0401.an estimated accuracy of +/- 6 seconds.
 CT0401
 CT0401.The orthometric height was determined by differential leveling
 CT0401.and adjusted by the National Geodetic Survey in June 1991..
 CT0401
 CT0401.The geoid height was determined by GEOID03.
 CT0401
 CT0401.The dynamic height is computed by dividing the NAVD 88
 CT0401.geopotential number by the normal gravity value computed on the
 CT0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0401.degrees latitude (g = 980.6199 gals.).
 CT0401
 CT0401.The modeled gravity was interpolated from observed gravity values.
 CT0401
 CT0401;                    North         East    Units  Estimated Accuracy
 CT0401;SPC TXNC     - 2,079,170.      524,930.      MT  (+/- 180 meters Scaled)
 CT0401
 CT0401                          SUPERSEDED SURVEY CONTROL
 CT0401
 CT0401  NGVD 29 (??/??/92)  469.706  (m)         1541.03   (f) ADJ UNCH    1 2
 CT0401
 CT0401.Superseded values are not recommended for survey control.
 CT0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0401.See file dsdata.txt to determine how the superseded data were derived.
 CT0401
 CT0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA719823(NAD 83)
 CT0401_MARKER: DB = BENCH MARK DISK
 CT0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0401_STAMPING: U 1052 1956
 CT0401_MARK LOGO: CGS   
 CT0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0401+STABILITY: SURFACE MOTION
 CT0401
 CT0401  HISTORY     - Date     Condition        Report By
 CT0401  HISTORY     - 1956     MONUMENTED       CGS
 CT0401  HISTORY     - 1983     GOOD             NGS
 CT0401
 CT0401                          STATION DESCRIPTION
 CT0401
 CT0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0401'5.85 MI E FROM BAIRD.
 CT0401'5.85 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0401'AT BAIRD, 3 POLES EAST OF MILEPOST 380, 80.5 FEET EAST OF THE CENTER
 CT0401'OF A CATTLE GUARD, 100 FEET SOUTH OF THE SOUTH RAIL, 1.9 FEET SOUTH OF
 CT0401'A FENCE, 2.1 FEET WEST OF A WITNESS POST, 1.0 MILE WEST OF BENCH MARK
 CT0401'W 1052, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 CT0401'ABOVE THE GROUND.
 CT0401
 CT0401                          STATION RECOVERY (1983)
 CT0401
 CT0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0401'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  34.4 KM
 CT0401'(21.35 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0401'RAILROAD STATION IN ABILENE, THENCE 1.3 KM (0.8 MI) NORTH ALONG U.S.
 CT0401'HIGHWAY 283, THENCE 8.4 KM (5.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY
 CT0401'20, THENCE 0.8 KM (0.5 MI) SOUTH ALONG FARM ROAD 228.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0058 ***********************************************************************
 CT0058  DESIGNATION -  U 1053
 CT0058  PID         -  CT0058
 CT0058  STATE/COUNTY-  TX/PARKER
 CT0058  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0058
 CT0058                         *CURRENT SURVEY CONTROL
 CT0058  ___________________________________________________________________
 CT0058* NAD 83(1986)-  32 48 33.     (N)    098 01 24.     (W)     SCALED    
 CT0058* NAVD 88     -       285.709  (meters)     937.36   (feet)  ADJUSTED  
 CT0058  ___________________________________________________________________
 CT0058  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CT0058  DYNAMIC HT  -         285.361 (meters)     936.22  (feet)  COMP
 CT0058  MODELED GRAV-     979,410.1   (mgal)                       NAVD 88
 CT0058
 CT0058  VERT ORDER  -  SECOND    CLASS 0
 CT0058
 CT0058.The horizontal coordinates were scaled from a topographic map and have
 CT0058.an estimated accuracy of +/- 6 seconds.
 CT0058
 CT0058.The orthometric height was determined by differential leveling
 CT0058.and adjusted by the National Geodetic Survey in June 1991..
 CT0058
 CT0058.The geoid height was determined by GEOID03.
 CT0058
 CT0058.The dynamic height is computed by dividing the NAVD 88
 CT0058.geopotential number by the normal gravity value computed on the
 CT0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0058.degrees latitude (g = 980.6199 gals.).
 CT0058
 CT0058.The modeled gravity was interpolated from observed gravity values.
 CT0058
 CT0058;                    North         East    Units  Estimated Accuracy
 CT0058;SPC TXNC     - 2,126,790.      644,640.      MT  (+/- 180 meters Scaled)
 CT0058
 CT0058                          SUPERSEDED SURVEY CONTROL
 CT0058
 CT0058  NGVD 29 (??/??/92)  285.609  (m)          937.04   (f) ADJ UNCH    2 0
 CT0058
 CT0058.Superseded values are not recommended for survey control.
 CT0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0058.See file dsdata.txt to determine how the superseded data were derived.
 CT0058
 CT0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB914305(NAD 83)
 CT0058_MARKER: DB = BENCH MARK DISK
 CT0058_SETTING: 66 = SET IN ROCK OUTCROP
 CT0058_SP_SET: ROCK FLAT
 CT0058_STAMPING: U 1053 1956
 CT0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0058+STABILITY: POSITION/ELEVATION WELL
 CT0058
 CT0058  HISTORY     - Date     Condition        Report By
 CT0058  HISTORY     - 1956     MONUMENTED       CGS
 CT0058  HISTORY     - 19971128 MARK NOT FOUND   USPSQD
 CT0058
 CT0058                          STATION DESCRIPTION
 CT0058
 CT0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0058'5.8 MI E FROM MINERAL WELLS.
 CT0058'5.8 MILES EAST ALONG THE WEATHERFORD, MINERAL WELLS AND NORTHWESTERN
 CT0058'RAILROAD FROM THE STATION AT MINERAL WELLS, 2 POLES WEST OF A PRIVATE
 CT0058'ROAD CROSSING, 198.5 FEET NORTH OF THE NORTH RAIL, 172.3 FEET NORTH OF
 CT0058'THE 2ND POLE WEST OF MILEPOST 16, 139.5 FEET NORTH OF A FENCE, ON THE
 CT0058'SOUTH SLOPE OF A SMALL ROCKY RIDGE, SET IN THE TOP OF A LARGE FLAT
 CT0058'ROCK.
 CT0058
 CT0058                          STATION RECOVERY (1997)
 CT0058
 CT0058'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0614 ***********************************************************************
 CU0614  DESIGNATION -  U 1054
 CU0614  PID         -  CU0614
 CU0614  STATE/COUNTY-  TX/MARTIN
 CU0614  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0614
 CU0614                         *CURRENT SURVEY CONTROL
 CU0614  ___________________________________________________________________
 CU0614* NAD 83(1986)-  32 09 12.     (N)    101 43 20.     (W)     SCALED    
 CU0614* NAVD 88     -       776.091  (meters)    2546.23   (feet)  ADJUSTED  
 CU0614  ___________________________________________________________________
 CU0614  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CU0614  DYNAMIC HT  -         775.021 (meters)    2542.71  (feet)  COMP
 CU0614  MODELED GRAV-     979,234.4   (mgal)                       NAVD 88
 CU0614
 CU0614  VERT ORDER  -  FIRST     CLASS II
 CU0614
 CU0614.The horizontal coordinates were scaled from a topographic map and have
 CU0614.an estimated accuracy of +/- 6 seconds.
 CU0614
 CU0614.The orthometric height was determined by differential leveling
 CU0614.and adjusted by the National Geodetic Survey in June 1991..
 CU0614.WARNING-Repeat measurements at this control monument indicate possible
 CU0614.vertical movement.
 CU0614
 CU0614.The geoid height was determined by GEOID03.
 CU0614
 CU0614.The dynamic height is computed by dividing the NAVD 88
 CU0614.geopotential number by the normal gravity value computed on the
 CU0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0614.degrees latitude (g = 980.6199 gals.).
 CU0614
 CU0614.The modeled gravity was interpolated from observed gravity values.
 CU0614
 CU0614;                    North         East    Units  Estimated Accuracy
 CU0614;SPC TXNC     - 2,058,630.      296,080.      MT  (+/- 180 meters Scaled)
 CU0614
 CU0614                          SUPERSEDED SURVEY CONTROL
 CU0614
 CU0614  NGVD 29 (??/??/92)  775.763  (m)         2545.15   (f) ADJ UNCH    1 2
 CU0614
 CU0614.Superseded values are not recommended for survey control.
 CU0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0614.See file dsdata.txt to determine how the superseded data were derived.
 CU0614
 CU0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA432606(NAD 83)
 CU0614_MARKER: DB = BENCH MARK DISK
 CU0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0614_STAMPING: U 1054 1956
 CU0614_MARK LOGO: CGS   
 CU0614_PROJECTION: PROJECTING 4 CENTIMETERS
 CU0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0614+STABILITY: SURFACE MOTION
 CU0614
 CU0614  HISTORY     - Date     Condition        Report By
 CU0614  HISTORY     - 1956     MONUMENTED       CGS
 CU0614  HISTORY     - 1966     GOOD             USGS
 CU0614  HISTORY     - 1982     GOOD             NGS
 CU0614
 CU0614                          STATION DESCRIPTION
 CU0614
 CU0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0614'4.25 MI NE FROM STANTON.
 CU0614'4.25 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0614'STATION AT STANTON, 80 FEET NORTHWEST OF THE 2ND POLE NORTHEAST OF
 CU0614'MILEPOST 530, 49 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF AN
 CU0614'OILED ROAD LEADING NORTHWEST, 53 FEET SOUTHEAST OF THE CENTER LINE OF
 CU0614'THE SOUTHEAST TRAFFIC LANE OF U.S. HIGHWAY 80, 34.7 FEET NORTHWEST OF
 CU0614'THE NORTHWEST RAIL, 30 FEET SOUTHWEST OF A TELEPHONE POLE, 2.2 FEET
 CU0614'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CU0614'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CU0614
 CU0614                          STATION RECOVERY (1966)
 CU0614
 CU0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU0614'RECOVERED IN GOOD CONDITION.
 CU0614
 CU0614                          STATION RECOVERY (1982)
 CU0614
 CU0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0614'18.0 KM (11.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0614'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, THENCE 9.1 KM (5.65 MI)
 CU0614'SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD, 76.2 METERS (250.0
 CU0614'FT) NORTHEAST OF RAILROAD MILEPOST 529, 15.2 METERS (49.9 FT)
 CU0614'SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD AND 11.6 METERS (38.1
 CU0614'FT) NORTHWEST OF THE NEAR RAIL.
 CU0614'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CU0614'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0144 ***********************************************************************
 CU0144  DESIGNATION -  U 1055
 CU0144  PID         -  CU0144
 CU0144  STATE/COUNTY-  TX/TAYLOR
 CU0144  USGS QUAD   -  MERKEL WEST (1984)
 CU0144
 CU0144                         *CURRENT SURVEY CONTROL
 CU0144  ___________________________________________________________________
 CU0144* NAD 83(1986)-  32 28 24.     (N)    100 01 18.     (W)     SCALED    
 CU0144* NAVD 88     -       571.758  (meters)    1875.84   (feet)  ADJUSTED  
 CU0144  ___________________________________________________________________
 CU0144  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CU0144  DYNAMIC HT  -         571.015 (meters)    1873.40  (feet)  COMP
 CU0144  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 CU0144
 CU0144  VERT ORDER  -  FIRST     CLASS II
 CU0144
 CU0144.The horizontal coordinates were scaled from a topographic map and have
 CU0144.an estimated accuracy of +/- 6 seconds.
 CU0144
 CU0144.The orthometric height was determined by differential leveling
 CU0144.and adjusted by the National Geodetic Survey in June 1991..
 CU0144
 CU0144.The geoid height was determined by GEOID03.
 CU0144
 CU0144.The dynamic height is computed by dividing the NAVD 88
 CU0144.geopotential number by the normal gravity value computed on the
 CU0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0144.degrees latitude (g = 980.6199 gals.).
 CU0144
 CU0144.The modeled gravity was interpolated from observed gravity values.
 CU0144
 CU0144;                    North         East    Units  Estimated Accuracy
 CU0144;SPC TXNC     - 2,090,490.      456,970.      MT  (+/- 180 meters Scaled)
 CU0144
 CU0144                          SUPERSEDED SURVEY CONTROL
 CU0144
 CU0144  NGVD 29 (??/??/92)  571.576  (m)         1875.25   (f) ADJ UNCH    1 2
 CU0144
 CU0144.Superseded values are not recommended for survey control.
 CU0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0144.See file dsdata.txt to determine how the superseded data were derived.
 CU0144
 CU0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA039933(NAD 83)
 CU0144_MARKER: DB = BENCH MARK DISK
 CU0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0144_SP_SET: BUILDING
 CU0144_STAMPING: U 1055 1956
 CU0144_MARK LOGO: CGS   
 CU0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0144
 CU0144  HISTORY     - Date     Condition        Report By
 CU0144  HISTORY     - 1956     MONUMENTED       CGS
 CU0144  HISTORY     - 1961     GOOD             NGS
 CU0144  HISTORY     - 1982     GOOD             NGS
 CU0144  HISTORY     - 19940804 GOOD             USPSQD
 CU0144  HISTORY     - 20011013 GOOD             USPSQD
 CU0144
 CU0144                          STATION DESCRIPTION
 CU0144
 CU0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0144'IN MERKEL.
 CU0144'AT MERKEL, AT THE TAYLOR ELECTRIC COMPANY R.E.A. BUILDING, AT THE WEST
 CU0144'EDGE OF MERKEL, ON THE NORTH SIDE OF U.S. HIGHWAY 80, 0.15 MILE
 CU0144'NORTHWEST OF THE TEXAS AND PACIFIC RAILROAD STATION, 27.7 FEET WEST OF
 CU0144'THE CENTER OF THE MAIN ENTRANCE OF THE BUILDING, 2.5 FEET ABOVE THE
 CU0144'GROUND, SET VERTICALLY IN THE SOUTH WALL OF THE BUILDING.
 CU0144
 CU0144                          STATION RECOVERY (1961)
 CU0144
 CU0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0144'RECOVERED IN GOOD CONDITION.
 CU0144
 CU0144                          STATION RECOVERY (1982)
 CU0144
 CU0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0144'22.5 KM (14.0 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CU0144'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CU0144'ABILENE, 0.5 KM (0.3 MI) WEST OF THE JUNCTION OF FARM ROAD 126 LEADING
 CU0144'SOUTH, IN THE SMALL TOWN OF MERKEL, SET VERTICALLY IN THE SOUTH FACE
 CU0144'OF THE TAYLOR ELECTRIC COMPANY CO-OPERATIVE INC BUILDING, 99.4 METERS
 CU0144'(326.1 FT) NORTH OF THE NEAR RAIL, 47.5 METERS (155.8 FT) NORTH OF THE
 CU0144'CENTERLINE OF STATE HIGHWAY LOOP 39 (OLD HIGHWAY 80 AND 84), 8.4
 CU0144'METERS (27.6 FT) WEST OF THE CENTER OF THE SOUTH ENTRANCE TO THE
 CU0144'BUILDING AND 0.4 METER (1.3 FT) EAST OF THE SOUTHWEST CORNER OF THE
 CU0144'BUILDING.
 CU0144'THE MARK IS 0.8 M ABOVE THE GROUND.
 CU0144
 CU0144                          STATION RECOVERY (1994)
 CU0144
 CU0144'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0144'RECOVERED IN GOOD CONDITION.
 CU0144
 CU0144                          STATION RECOVERY (2001)
 CU0144
 CU0144'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0165 ***********************************************************************
 CU0165  DESIGNATION -  U 1056
 CU0165  PID         -  CU0165
 CU0165  STATE/COUNTY-  TX/NOLAN
 CU0165  USGS QUAD   -  SWEETWATER (1987)
 CU0165
 CU0165                         *CURRENT SURVEY CONTROL
 CU0165  ___________________________________________________________________
 CU0165* NAD 83(1986)-  32 28 43.     (N)    100 23 19.     (W)     SCALED    
 CU0165* NAVD 88     -       651.016  (meters)    2135.88   (feet)  ADJUSTED  
 CU0165  ___________________________________________________________________
 CU0165  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CU0165  DYNAMIC HT  -         650.151 (meters)    2133.04  (feet)  COMP
 CU0165  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 CU0165
 CU0165  VERT ORDER  -  FIRST     CLASS II
 CU0165
 CU0165.The horizontal coordinates were scaled from a topographic map and have
 CU0165.an estimated accuracy of +/- 6 seconds.
 CU0165
 CU0165.The orthometric height was determined by differential leveling
 CU0165.and adjusted by the National Geodetic Survey in June 1991..
 CU0165
 CU0165.The geoid height was determined by GEOID03.
 CU0165
 CU0165.The dynamic height is computed by dividing the NAVD 88
 CU0165.geopotential number by the normal gravity value computed on the
 CU0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0165.degrees latitude (g = 980.6199 gals.).
 CU0165
 CU0165.The modeled gravity was interpolated from observed gravity values.
 CU0165
 CU0165;                    North         East    Units  Estimated Accuracy
 CU0165;SPC TXNC     - 2,091,630.      422,500.      MT  (+/- 180 meters Scaled)
 CU0165
 CU0165                          SUPERSEDED SURVEY CONTROL
 CU0165
 CU0165  NGVD 29 (??/??/92)  650.804  (m)         2135.18   (f) ADJ UNCH    1 2
 CU0165
 CU0165.Superseded values are not recommended for survey control.
 CU0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0165.See file dsdata.txt to determine how the superseded data were derived.
 CU0165
 CU0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA695943(NAD 83)
 CU0165_MARKER: DB = BENCH MARK DISK
 CU0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0165_SP_SET: CULVERT
 CU0165_STAMPING: U 1056 1956
 CU0165_MARK LOGO: CGS   
 CU0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0165
 CU0165  HISTORY     - Date     Condition        Report By
 CU0165  HISTORY     - 1956     MONUMENTED       CGS
 CU0165  HISTORY     - 1982     GOOD             NGS
 CU0165
 CU0165                          STATION DESCRIPTION
 CU0165
 CU0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0165'1.2 MI NE FROM SWEETWATER.
 CU0165'1.2 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0165'STATION AT SWEETWATER, 14 POLES NORTHEAST OF MILEPOST 447, 73 FEET
 CU0165'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 14 FEET SOUTHEAST OF THE
 CU0165'SOUTHEAST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 CU0165'THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 36 INCH CONCRETE PIPE
 CU0165'CULVERT.
 CU0165
 CU0165                          STATION RECOVERY (1982)
 CU0165
 CU0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0165'1.9 KM (1.2 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0165'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, 0.7 KM (0.45
 CU0165'MI) NORTHEAST OF MILEPOST 447, IN TOP OF THE SOUTHWEST END OF THE
 CU0165'SOUTHEAST HEADWALL OF A CONCRETE CULVERT AND 4.3 METERS (14.1 FT)
 CU0165'SOUTHEAST OF THE NEAR RAIL.
 CU0165'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0286 ***********************************************************************
 CU0286  DESIGNATION -  U 1057
 CU0286  PID         -  CU0286
 CU0286  STATE/COUNTY-  TX/MITCHELL
 CU0286  USGS QUAD   -  LORAINE (1969)
 CU0286
 CU0286                         *CURRENT SURVEY CONTROL
 CU0286  ___________________________________________________________________
 CU0286* NAD 83(1986)-  32 25 10.     (N)    100 41 06.     (W)     SCALED    
 CU0286* NAVD 88     -       713.004  (meters)    2339.25   (feet)  ADJUSTED  
 CU0286  ___________________________________________________________________
 CU0286  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CU0286  DYNAMIC HT  -         712.044 (meters)    2336.10  (feet)  COMP
 CU0286  MODELED GRAV-     979,268.4   (mgal)                       NAVD 88
 CU0286
 CU0286  VERT ORDER  -  FIRST     CLASS II
 CU0286
 CU0286.The horizontal coordinates were scaled from a topographic map and have
 CU0286.an estimated accuracy of +/- 6 seconds.
 CU0286
 CU0286.The orthometric height was determined by differential leveling
 CU0286.and adjusted by the National Geodetic Survey in June 1991..
 CU0286
 CU0286.The geoid height was determined by GEOID03.
 CU0286
 CU0286.The dynamic height is computed by dividing the NAVD 88
 CU0286.geopotential number by the normal gravity value computed on the
 CU0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0286.degrees latitude (g = 980.6199 gals.).
 CU0286
 CU0286.The modeled gravity was interpolated from observed gravity values.
 CU0286
 CU0286;                    North         East    Units  Estimated Accuracy
 CU0286;SPC TXNC     - 2,085,610.      394,510.      MT  (+/- 180 meters Scaled)
 CU0286
 CU0286                          SUPERSEDED SURVEY CONTROL
 CU0286
 CU0286  NGVD 29 (??/??/92)  712.756  (m)         2338.43   (f) ADJ UNCH    1 2
 CU0286
 CU0286.Superseded values are not recommended for survey control.
 CU0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0286.See file dsdata.txt to determine how the superseded data were derived.
 CU0286
 CU0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA415881(NAD 83)
 CU0286_MARKER: DB = BENCH MARK DISK
 CU0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0286_SP_SET: CULVERT
 CU0286_STAMPING: U 1057 1956
 CU0286_MARK LOGO: CGS   
 CU0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0286
 CU0286  HISTORY     - Date     Condition        Report By
 CU0286  HISTORY     - 1956     MONUMENTED       CGS
 CU0286  HISTORY     - 1982     GOOD             NGS
 CU0286
 CU0286                          STATION DESCRIPTION
 CU0286
 CU0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0286'1.8 MI NE FROM LORAINE.
 CU0286'1.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0286'STATION AT LORAINE, 6 1/2 POLES NORTHEAST OF MILEPOST 465, 8.6 FEET
 CU0286'NORTHWEST OF THE NORTHWEST RAIL, 2 FEET BELOW THE TOP OF THE RAILS,
 CU0286'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 CU0286'CONCRETE CULVERT.
 CU0286
 CU0286                          STATION RECOVERY (1982)
 CU0286
 CU0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0286'14.7 KM (9.15 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0286'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, 0.2 KM (0.1 MI)
 CU0286'NORTHEAST OF MILEPOST 465, IN TOP OF THE SOUTHWEST END OF THE
 CU0286'NORTHWEST HEADWALL OF A 6 BY 6 FT CONCRETE BOX CULVERT AND 2.6 METERS
 CU0286'(8.5 FT) NORTHWEST OF THE NEAR RAIL.
 CU0286'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0347 ***********************************************************************
 CC0347  DESIGNATION -  U 1058
 CC0347  PID         -  CC0347
 CC0347  STATE/COUNTY-  TX/REEVES
 CC0347  USGS QUAD   -  HERMOSA SW (1970)
 CC0347
 CC0347                         *CURRENT SURVEY CONTROL
 CC0347  ___________________________________________________________________
 CC0347* NAD 83(1986)-  31 21 51.     (N)    103 40 47.     (W)     SCALED    
 CC0347* NAVD 88     -       845.648  (meters)    2774.43   (feet)  ADJUSTED  
 CC0347  ___________________________________________________________________
 CC0347  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CC0347  DYNAMIC HT  -         844.402 (meters)    2770.34  (feet)  COMP
 CC0347  MODELED GRAV-     979,138.5   (mgal)                       NAVD 88
 CC0347
 CC0347  VERT ORDER  -  FIRST     CLASS II
 CC0347
 CC0347.The horizontal coordinates were scaled from a topographic map and have
 CC0347.an estimated accuracy of +/- 6 seconds.
 CC0347
 CC0347.The orthometric height was determined by differential leveling
 CC0347.and adjusted by the National Geodetic Survey in June 1991..
 CC0347
 CC0347.The geoid height was determined by GEOID03.
 CC0347
 CC0347.The dynamic height is computed by dividing the NAVD 88
 CC0347.geopotential number by the normal gravity value computed on the
 CC0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0347.degrees latitude (g = 980.6199 gals.).
 CC0347
 CC0347.The modeled gravity was interpolated from observed gravity values.
 CC0347
 CC0347;                    North         East    Units  Estimated Accuracy
 CC0347;SPC TX C     - 3,192,970.      381,710.      MT  (+/- 180 meters Scaled)
 CC0347
 CC0347                          SUPERSEDED SURVEY CONTROL
 CC0347
 CC0347  NGVD 29 (??/??/92)  845.446  (m)         2773.77   (f) ADJ UNCH    1 2
 CC0347
 CC0347.Superseded values are not recommended for survey control.
 CC0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0347.See file dsdata.txt to determine how the superseded data were derived.
 CC0347
 CC0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ255707(NAD 83)
 CC0347_MARKER: DB = BENCH MARK DISK
 CC0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0347_STAMPING: U 1058 1956
 CC0347_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0347+STABILITY: SURFACE MOTION
 CC0347
 CC0347  HISTORY     - Date     Condition        Report By
 CC0347  HISTORY     - 1956     MONUMENTED       CGS
 CC0347  HISTORY     - 1981     GOOD             NGS
 CC0347  HISTORY     - 19901117 GOOD             USPSQD
 CC0347
 CC0347                          STATION DESCRIPTION
 CC0347
 CC0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0347'7.5 MI NE FROM TOYAH.
 CC0347'7.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0347'STATION AT TOYAH, 17 POLES NORTHEAST OF MILEPOST 659, 81 FEET
 CC0347'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 36.5 FEET SOUTHEAST
 CC0347'OF THE SOUTHEAST RAIL, 6.8 FEET NORTHEAST OF A TELEPHONE POLE, 2.8
 CC0347'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CC0347'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0347
 CC0347                          STATION RECOVERY (1981)
 CC0347
 CC0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0347'12.1 KM (7.5 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0347'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.7 KM (0.45 MI) NORTHEAST
 CC0347'OF THE CROSSING OF SHAW ROAD, 0.2 KM (0.1 MI) SOUTHWEST OF MILE
 CC0347'POST 30, 43.9 METERS (144.0 FT) NORTH-NORTHWEST OF THE CENTERLINE
 CC0347'OF THE WEST BOUND LANES OF THE HIGHWAY, 24.7 METERS (81.0 FT)
 CC0347'NORTH-NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD, 11.1 METERS
 CC0347'(36.5 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE MISSOURI PACIFIC
 CC0347'RAILROAD, 2.1 METERS (6.8 FT) EAST-NORTHEAST OF A UTILITY POLE, AND
 CC0347'0.9 METER (2.8 FT) SOUTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0347'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CC0347'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CC0347
 CC0347                          STATION RECOVERY (1990)
 CC0347
 CC0347'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CC0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0571 ***********************************************************************
 CU0571  DESIGNATION -  U 1059
 CU0571  PID         -  CU0571
 CU0571  STATE/COUNTY-  TX/HOWARD
 CU0571  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0571
 CU0571                         *CURRENT SURVEY CONTROL
 CU0571  ___________________________________________________________________
 CU0571* NAD 83(1986)-  32 16 25.     (N)    101 24 16.     (W)     SCALED    
 CU0571* NAVD 88     -       755.056  (meters)    2477.21   (feet)  ADJUSTED  
 CU0571  ___________________________________________________________________
 CU0571  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CU0571  DYNAMIC HT  -         754.020 (meters)    2473.81  (feet)  COMP
 CU0571  MODELED GRAV-     979,241.9   (mgal)                       NAVD 88
 CU0571
 CU0571  VERT ORDER  -  FIRST     CLASS II
 CU0571
 CU0571.The horizontal coordinates were scaled from a topographic map and have
 CU0571.an estimated accuracy of +/- 6 seconds.
 CU0571
 CU0571.The orthometric height was determined by differential leveling
 CU0571.and adjusted by the National Geodetic Survey in June 1991..
 CU0571
 CU0571.The geoid height was determined by GEOID03.
 CU0571
 CU0571.The dynamic height is computed by dividing the NAVD 88
 CU0571.geopotential number by the normal gravity value computed on the
 CU0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0571.degrees latitude (g = 980.6199 gals.).
 CU0571
 CU0571.The modeled gravity was interpolated from observed gravity values.
 CU0571
 CU0571;                    North         East    Units  Estimated Accuracy
 CU0571;SPC TXNC     - 2,071,090.      326,410.      MT  (+/- 180 meters Scaled)
 CU0571
 CU0571                          SUPERSEDED SURVEY CONTROL
 CU0571
 CU0571  NGVD 29 (??/??/92)  754.786  (m)         2476.33   (f) ADJ UNCH    1 2
 CU0571
 CU0571.Superseded values are not recommended for survey control.
 CU0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0571.See file dsdata.txt to determine how the superseded data were derived.
 CU0571
 CU0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA735733(NAD 83)
 CU0571_MARKER: DB = BENCH MARK DISK
 CU0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0571_STAMPING: U 1059 1956
 CU0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0571+STABILITY: SURFACE MOTION
 CU0571
 CU0571  HISTORY     - Date     Condition        Report By
 CU0571  HISTORY     - 1956     MONUMENTED       CGS
 CU0571  HISTORY     - 1965     GOOD             NGS
 CU0571
 CU0571                          STATION DESCRIPTION
 CU0571
 CU0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0571'4.45 MI NE FROM BIG SPRING.
 CU0571'4.45 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0571'STATION AT BIG SPRING, AT A ROAD CROSSING, AT THE NORTH CORNER OF THE
 CU0571'COSDEN REFINERY, 34 FEET NORTHEAST OF THE 4TH POLE NORTHEAST OF
 CU0571'MILEPOST 509, 190 FEET NORTHEAST OF THE CENTER LINE OF AN OILED ROAD
 CU0571'LEADING SOUTHEAST, 111 FEET NORTHWEST OF THE CENTER LINE OF AN OILED
 CU0571'ROAD LEADING NORTHEAST, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CU0571'MAIN TRACK, 7 FEET SOUTHEAST OF A TELEPHONE BOOTH, 3.8 FEET SOUTHWEST
 CU0571'OF A WITNESS POST, 0.85 MILE SOUTHWEST OF BENCH MARK Y 1059, SET IN
 CU0571'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0571
 CU0571                          STATION RECOVERY (1965)
 CU0571
 CU0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CU0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0189 ***********************************************************************
 BP0189  DESIGNATION -  U 106
 BP0189  PID         -  BP0189
 BP0189  STATE/COUNTY-  TX/PECOS
 BP0189  USGS QUAD   -  PANTHER BLUFF (1970)
 BP0189
 BP0189                         *CURRENT SURVEY CONTROL
 BP0189  ___________________________________________________________________
 BP0189* NAD 83(1986)-  30 51 44.     (N)    102 33 27.     (W)     SCALED    
 BP0189* NAVD 88     -       856.558  (meters)    2810.22   (feet)  ADJUSTED  
 BP0189  ___________________________________________________________________
 BP0189  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 BP0189  DYNAMIC HT  -         855.271 (meters)    2806.00  (feet)  COMP
 BP0189  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 BP0189
 BP0189  VERT ORDER  -  FIRST     CLASS II
 BP0189
 BP0189.The horizontal coordinates were scaled from a topographic map and have
 BP0189.an estimated accuracy of +/- 6 seconds.
 BP0189
 BP0189.The orthometric height was determined by differential leveling
 BP0189.and adjusted by the National Geodetic Survey in June 1991..
 BP0189
 BP0189.The geoid height was determined by GEOID03.
 BP0189
 BP0189.The dynamic height is computed by dividing the NAVD 88
 BP0189.geopotential number by the normal gravity value computed on the
 BP0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0189.degrees latitude (g = 980.6199 gals.).
 BP0189
 BP0189.The modeled gravity was interpolated from observed gravity values.
 BP0189
 BP0189;                    North         East    Units  Estimated Accuracy
 BP0189;SPC TX C     - 3,134,660.      487,320.      MT  (+/- 180 meters Scaled)
 BP0189
 BP0189                          SUPERSEDED SURVEY CONTROL
 BP0189
 BP0189  NGVD 29 (??/??/92)  856.234  (m)         2809.16   (f) ADJ UNCH    1 2
 BP0189
 BP0189.Superseded values are not recommended for survey control.
 BP0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0189.See file dsdata.txt to determine how the superseded data were derived.
 BP0189
 BP0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ335168(NAD 83)
 BP0189_MARKER: DB = BENCH MARK DISK
 BP0189_SETTING: 66 = SET IN ROCK OUTCROP
 BP0189_SP_SET: ROCK OUTCROP
 BP0189_STAMPING: U 106 1933 2809.161
 BP0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0189+STABILITY: POSITION/ELEVATION WELL
 BP0189
 BP0189  HISTORY     - Date     Condition        Report By
 BP0189  HISTORY     - 1933     MONUMENTED       CGS
 BP0189  HISTORY     - 1958     GOOD             NGS
 BP0189
 BP0189                          STATION DESCRIPTION
 BP0189
 BP0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0189'19.1 MI E FROM FORT STOCKTON.
 BP0189'ABOUT 19.1 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0189'SANTA FE RAILWAY STATION AT FORT STOCKTON, IN THE TOP OF A FLAT ROCK
 BP0189'OUTCROP FLUSH WITH THE GROUND, 108 FEET NORTH OF THE CENTER LINE OF
 BP0189'THE HIGHWAY, ABOUT 0.55 MILE WEST OF CURVE AND ROAD SIDE PARK, ABOUT
 BP0189'0.2 MILE EAST-SOUTHEAST OF A GROUP OF SMALL BUILDING AND WINDMILL,
 BP0189'ABOUT 0.1 MILE EAST OF A CATTLE GUARD AT A DRIVE WAY, 93 FEET
 BP0189'WEST-NORTHWEST OF A FENCE CORNER, 17 FEET NORTH OF A FENCE LINE, ABOUT
 BP0189'90 YARDS WEST-NORTHWEST OF THE WEST OF A HEADWALL OF A CULVERT UNDER
 BP0189'THE HIGHWAY, AND SURROUNDED BY A CIRCLE OF LOOSE ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0039 ***********************************************************************
 CC0039  DESIGNATION -  U 1061
 CC0039  PID         -  CC0039
 CC0039  STATE/COUNTY-  TX/ECTOR
 CC0039  USGS QUAD   -  ODESSA NE (1981)
 CC0039
 CC0039                         *CURRENT SURVEY CONTROL
 CC0039  ___________________________________________________________________
 CC0039* NAD 83(1986)-  31 52 33.     (N)    102 18 19.     (W)     SCALED    
 CC0039* NAVD 88     -       876.079  (meters)    2874.27   (feet)  ADJUSTED  
 CC0039  ___________________________________________________________________
 CC0039  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CC0039  DYNAMIC HT  -         874.836 (meters)    2870.19  (feet)  COMP
 CC0039  MODELED GRAV-     979,191.4   (mgal)                       NAVD 88
 CC0039
 CC0039  VERT ORDER  -  FIRST     CLASS II
 CC0039
 CC0039.The horizontal coordinates were scaled from a topographic map and have
 CC0039.an estimated accuracy of +/- 6 seconds.
 CC0039
 CC0039.The orthometric height was determined by differential leveling
 CC0039.and adjusted by the National Geodetic Survey in June 1991..
 CC0039
 CC0039.The geoid height was determined by GEOID03.
 CC0039
 CC0039.The dynamic height is computed by dividing the NAVD 88
 CC0039.geopotential number by the normal gravity value computed on the
 CC0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0039.degrees latitude (g = 980.6199 gals.).
 CC0039
 CC0039.The modeled gravity was interpolated from observed gravity values.
 CC0039
 CC0039;                    North         East    Units  Estimated Accuracy
 CC0039;SPC TX C     - 3,246,560.      513,420.      MT  (+/- 180 meters Scaled)
 CC0039
 CC0039                          SUPERSEDED SURVEY CONTROL
 CC0039
 CC0039  NGVD 29 (??/??/92)  875.681  (m)         2872.96   (f) ADJ UNCH    1 2
 CC0039
 CC0039.Superseded values are not recommended for survey control.
 CC0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0039.See file dsdata.txt to determine how the superseded data were derived.
 CC0039
 CC0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR549298(NAD 83)
 CC0039_MARKER: DB = BENCH MARK DISK
 CC0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0039_STAMPING: U 1061 1956
 CC0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0039+STABILITY: SURFACE MOTION
 CC0039
 CC0039  HISTORY     - Date     Condition        Report By
 CC0039  HISTORY     - 1956     MONUMENTED       CGS
 CC0039  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0039
 CC0039                          STATION DESCRIPTION
 CC0039
 CC0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0039'4.3 MI NE FROM ODESSA.
 CC0039'4.3 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0039'STATION AT ODESSA, 7 1/2 POLES SOUTHWEST OF MILEPOST 569, 45 FEET
 CC0039'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 54.5 FEET SOUTH OF
 CC0039'SEMAPHORE 569.2, 2.5 FEET SOUTHWEST OF A WITNESS POST, 2.5 FEET
 CC0039'NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CC0039'0.4 FOOT ABOVE THE GROUND.
 CC0039
 CC0039                          STATION RECOVERY (1982)
 CC0039
 CC0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0201 ***********************************************************************
 CC0201  DESIGNATION -  U 1062
 CC0201  PID         -  CC0201
 CC0201  STATE/COUNTY-  TX/ECTOR
 CC0201  USGS QUAD   -  PENWELL (1981)
 CC0201
 CC0201                         *CURRENT SURVEY CONTROL
 CC0201  ___________________________________________________________________
 CC0201* NAD 83(1986)-  31 44 34.     (N)    102 35 20.     (W)     SCALED    
 CC0201* NAVD 88     -       899.780  (meters)    2952.03   (feet)  ADJUSTED  
 CC0201  ___________________________________________________________________
 CC0201  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CC0201  DYNAMIC HT  -         898.517 (meters)    2947.88  (feet)  COMP
 CC0201  MODELED GRAV-     979,204.9   (mgal)                       NAVD 88
 CC0201
 CC0201  VERT ORDER  -  FIRST     CLASS II
 CC0201
 CC0201.The horizontal coordinates were scaled from a topographic map and have
 CC0201.an estimated accuracy of +/- 6 seconds.
 CC0201
 CC0201.The orthometric height was determined by differential leveling
 CC0201.and adjusted by the National Geodetic Survey in June 1991..
 CC0201
 CC0201.The geoid height was determined by GEOID03.
 CC0201
 CC0201.The dynamic height is computed by dividing the NAVD 88
 CC0201.geopotential number by the normal gravity value computed on the
 CC0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0201.degrees latitude (g = 980.6199 gals.).
 CC0201
 CC0201.The modeled gravity was interpolated from observed gravity values.
 CC0201
 CC0201;                    North         East    Units  Estimated Accuracy
 CC0201;SPC TX C     - 3,232,320.      486,300.      MT  (+/- 180 meters Scaled)
 CC0201
 CC0201                          SUPERSEDED SURVEY CONTROL
 CC0201
 CC0201  NGVD 29 (??/??/92)  899.418  (m)         2950.84   (f) ADJ UNCH    1 2
 CC0201
 CC0201.Superseded values are not recommended for survey control.
 CC0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0201.See file dsdata.txt to determine how the superseded data were derived.
 CC0201
 CC0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR284144(NAD 83)
 CC0201_MARKER: DB = BENCH MARK DISK
 CC0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0201_STAMPING: U 1062 1956
 CC0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0201+STABILITY: SURFACE MOTION
 CC0201
 CC0201  HISTORY     - Date     Condition        Report By
 CC0201  HISTORY     - 1956     MONUMENTED       CGS
 CC0201  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0201  HISTORY     - 20010202 MARK NOT FOUND   USPSQD
 CC0201
 CC0201                          STATION DESCRIPTION
 CC0201
 CC0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0201'15.1 MI SW FROM ODESSA.
 CC0201'15.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0201'STATION AT ODESSA, 13 POLES NORTHEAST OF MILEPOST 589, 71 FEET
 CC0201'SOUTHEAST OF THE CENTER LINE OF OLD U.S. HIGHWAY 80, 46 FEET WEST OF
 CC0201'THE CENTER LINE OF A GRAVELED ROAD CONNECTING THE OLD AND NEW
 CC0201'HIGHWAYS, 168 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.6 FEET NORTHEAST
 CC0201'OF A WITNESS POST, 15 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 CC0201'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0201
 CC0201                          STATION RECOVERY (1982)
 CC0201
 CC0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0201'MARK NOT FOUND.
 CC0201
 CC0201                          STATION RECOVERY (2001)
 CC0201
 CC0201'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0331 ***********************************************************************
 CC0331  DESIGNATION -  U 1063
 CC0331  PID         -  CC0331
 CC0331  STATE/COUNTY-  TX/REEVES
 CC0331  USGS QUAD   -  PECOS EAST (1981)
 CC0331
 CC0331                         *CURRENT SURVEY CONTROL
 CC0331  ___________________________________________________________________
 CC0331* NAD 83(1986)-  31 25 55.     (N)    103 28 57.     (W)     SCALED    
 CC0331* NAVD 88     -       784.385  (meters)    2573.44   (feet)  ADJUSTED  
 CC0331  ___________________________________________________________________
 CC0331  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CC0331  DYNAMIC HT  -         783.241 (meters)    2569.68  (feet)  COMP
 CC0331  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 CC0331
 CC0331  VERT ORDER  -  FIRST     CLASS II
 CC0331
 CC0331.The horizontal coordinates were scaled from a topographic map and have
 CC0331.an estimated accuracy of +/- 6 seconds.
 CC0331
 CC0331.The orthometric height was determined by differential leveling
 CC0331.and adjusted by the National Geodetic Survey in June 1991..
 CC0331
 CC0331.The geoid height was determined by GEOID03.
 CC0331
 CC0331.The dynamic height is computed by dividing the NAVD 88
 CC0331.geopotential number by the normal gravity value computed on the
 CC0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0331.degrees latitude (g = 980.6199 gals.).
 CC0331
 CC0331.The modeled gravity was interpolated from observed gravity values.
 CC0331
 CC0331;                    North         East    Units  Estimated Accuracy
 CC0331;SPC TX C     - 3,199,930.      400,670.      MT  (+/- 180 meters Scaled)
 CC0331
 CC0331                          SUPERSEDED SURVEY CONTROL
 CC0331
 CC0331  NGVD 29 (??/??/92)  784.074  (m)         2572.42   (f) ADJ UNCH    1 2
 CC0331
 CC0331.Superseded values are not recommended for survey control.
 CC0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0331.See file dsdata.txt to determine how the superseded data were derived.
 CC0331
 CC0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ442784(NAD 83)
 CC0331_MARKER: DB = BENCH MARK DISK
 CC0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0331_STAMPING: U 1063 1956
 CC0331_MARK LOGO: CGS   
 CC0331_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0331+STABILITY: SURFACE MOTION
 CC0331
 CC0331  HISTORY     - Date     Condition        Report By
 CC0331  HISTORY     - 1956     MONUMENTED       CGS
 CC0331  HISTORY     - 1981     GOOD             NGS
 CC0331
 CC0331                          STATION DESCRIPTION
 CC0331
 CC0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0331'0.9 MI NE FROM PECOS.
 CC0331'0.9 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0331'STATION AT PECOS, 11.3 FEET SOUTHWEST OF MILEPOST 646, IN LINE WITH A
 CC0331'ROW OF TELEPHONE POLES, 39.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3
 CC0331'FEET NORTHEAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS,
 CC0331'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CC0331'GROUND.
 CC0331
 CC0331                          STATION RECOVERY (1981)
 CC0331
 CC0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0331'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0331'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 3.4 KM (2.1 MI) NORTHEAST
 CC0331'ALONG THE MISSOURI PACIFIC RAILROAD, 0.3 KM (0.2 MI) NORTHEAST OF
 CC0331'SEMAPHORE NUMBER 6461, 31.1 METERS (102.0 FT) SOUTH-SOUTHWEST AND
 CC0331'ACROSS THE TRACKS FROM MILE POST 646, 12.1 METERS (39.7 FT)
 CC0331'SOUTH-SOUTHEAST OF THE NEAR RAIL, AND 3.4 METERS (11.3 FT)
 CC0331'WEST-SOUTHWEST OF A UTILITY POLE.
 CC0331'THE MARK IS 0.5 METERS  ENE FROM A WITNESS POST.
 CC0331'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0049 ***********************************************************************
 CC0049  DESIGNATION -  U 1064
 CC0049  PID         -  CC0049
 CC0049  STATE/COUNTY-  TX/ECTOR
 CC0049  USGS QUAD   -  ODESSA NW (1981)
 CC0049
 CC0049                         *CURRENT SURVEY CONTROL
 CC0049  ___________________________________________________________________
 CC0049* NAD 83(1986)-  31 55 00.     (N)    102 23 42.     (W)     SCALED    
 CC0049* NAVD 88     -       900.051  (meters)    2952.92   (feet)  ADJUSTED  
 CC0049  ___________________________________________________________________
 CC0049  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CC0049  DYNAMIC HT  -         898.777 (meters)    2948.74  (feet)  COMP
 CC0049  MODELED GRAV-     979,193.1   (mgal)                       NAVD 88
 CC0049
 CC0049  VERT ORDER  -  FIRST     CLASS II
 CC0049
 CC0049.The horizontal coordinates were scaled from a topographic map and have
 CC0049.an estimated accuracy of +/- 6 seconds.
 CC0049
 CC0049.The orthometric height was determined by differential leveling
 CC0049.and adjusted by the National Geodetic Survey in June 1991..
 CC0049
 CC0049.The geoid height was determined by GEOID03.
 CC0049
 CC0049.The dynamic height is computed by dividing the NAVD 88
 CC0049.geopotential number by the normal gravity value computed on the
 CC0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0049.degrees latitude (g = 980.6199 gals.).
 CC0049
 CC0049.The modeled gravity was interpolated from observed gravity values.
 CC0049
 CC0049;                    North         East    Units  Estimated Accuracy
 CC0049;SPC TX C     - 3,251,240.      505,020.      MT  (+/- 180 meters Scaled)
 CC0049
 CC0049                          SUPERSEDED SURVEY CONTROL
 CC0049
 CC0049  NGVD 29 (??/??/92)  899.655  (m)         2951.62   (f) ADJ UNCH    1 2
 CC0049
 CC0049.Superseded values are not recommended for survey control.
 CC0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0049.See file dsdata.txt to determine how the superseded data were derived.
 CC0049
 CC0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR463341(NAD 83)
 CC0049_MARKER: DB = BENCH MARK DISK
 CC0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0049_SP_SET: CULVERT
 CC0049_STAMPING: U 1064 1956
 CC0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0049
 CC0049  HISTORY     - Date     Condition        Report By
 CC0049  HISTORY     - 1956     MONUMENTED       CGS
 CC0049  HISTORY     - 20000212 MARK NOT FOUND   LOCSUR
 CC0049
 CC0049                          STATION DESCRIPTION
 CC0049
 CC0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0049'5.1 MI N FROM ODESSA.
 CC0049'5.1 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COURTHOUSE AT ODESSA,
 CC0049'AT THE ENTRANCE TO THE ECTOR COUNTY AIRPORT, 44 FEET EAST OF THE
 CC0049'CENTER LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF A ROAD
 CC0049'LEADING NORTHEAST, SET IN THE TOP OF THE EAST END OF THE NORTH
 CC0049'HEADWALL OF A CONCRETE CULVERT UNDER THE ROAD LEADING NORTHEAST.
 CC0049
 CC0049                          STATION RECOVERY (2000)
 CC0049
 CC0049'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CC0049'DISK NOT FOUND IN THE EAST END OF THE NORTH HEADWALL OF A CONCRETE
 CC0049'CULVERT 25 FEET (7.6 M) NORTH OF CENTERLINE OF CENTERGATE STREET AND
 CC0049'US 385.  AN X HAS BEEN CHISELED ONTO THE TOP OF THE CULVERT AT THIS
 CC0049'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0248 ***********************************************************************
 CC0248  DESIGNATION -  U 1065
 CC0248  PID         -  CC0248
 CC0248  STATE/COUNTY-  TX/WARD
 CC0248  USGS QUAD   -  MONAHANS (1981)
 CC0248
 CC0248                         *CURRENT SURVEY CONTROL
 CC0248  ___________________________________________________________________
 CC0248* NAD 83(1986)-  31 30 27.     (N)    102 53 38.     (W)     SCALED    
 CC0248* NAVD 88     -       783.255  (meters)    2569.73   (feet)  ADJUSTED  
 CC0248  ___________________________________________________________________
 CC0248  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CC0248  DYNAMIC HT  -         782.162 (meters)    2566.14  (feet)  COMP
 CC0248  MODELED GRAV-     979,218.1   (mgal)                       NAVD 88
 CC0248
 CC0248  VERT ORDER  -  FIRST     CLASS II
 CC0248
 CC0248.The horizontal coordinates were scaled from a topographic map and have
 CC0248.an estimated accuracy of +/- 6 seconds.
 CC0248
 CC0248.The orthometric height was determined by differential leveling
 CC0248.and adjusted by the National Geodetic Survey in June 1991..
 CC0248
 CC0248.The geoid height was determined by GEOID03.
 CC0248
 CC0248.The dynamic height is computed by dividing the NAVD 88
 CC0248.geopotential number by the normal gravity value computed on the
 CC0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0248.degrees latitude (g = 980.6199 gals.).
 CC0248
 CC0248.The modeled gravity was interpolated from observed gravity values.
 CC0248
 CC0248;                    North         East    Units  Estimated Accuracy
 CC0248;SPC TX C     - 3,206,870.      456,800.      MT  (+/- 180 meters Scaled)
 CC0248
 CC0248                          SUPERSEDED SURVEY CONTROL
 CC0248
 CC0248  NGVD 29 (??/??/92)  782.943  (m)         2568.71   (f) ADJ UNCH    1 2
 CC0248
 CC0248.Superseded values are not recommended for survey control.
 CC0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0248.See file dsdata.txt to determine how the superseded data were derived.
 CC0248
 CC0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ000877(NAD 83)
 CC0248_MARKER: DB = BENCH MARK DISK
 CC0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0248_STAMPING: U 1065 1956
 CC0248_MARK LOGO: CGS   
 CC0248_PROJECTION: FLUSH
 CC0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0248+STABILITY: SURFACE MOTION
 CC0248
 CC0248  HISTORY     - Date     Condition        Report By
 CC0248  HISTORY     - 1956     MONUMENTED       CGS
 CC0248  HISTORY     - 1968     GOOD             NGS
 CC0248  HISTORY     - 1981     GOOD             NGS
 CC0248  HISTORY     - 20010202 GOOD             USPSQD
 CC0248
 CC0248                          STATION DESCRIPTION
 CC0248
 CC0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CC0248'6.1 MI S FROM MONAHANS.
 CC0248'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM ITS JUNCTION WITH U.
 CC0248'S. HIGHWAY 80 IN MONAHANS TO INTERSTATE 20, THENCE CONTINUE 4.7 MILES
 CC0248'SOUTH ALONG STATE HIGHWAY 18 TO SITE OF BENCH MARK, 46 FEET EAST OF
 CC0248'THE CENTER LINE OF THE NORTH BOUND TRAFFIC LANE, 41.5 FEET NORTH OF A
 CC0248'POWER LINE POLE, 2.4 FEET WEST OF THE RIGHT-OF-WAY FENCE, 4.2 FEET
 CC0248'NORTH OF A WITNESS POST AND IS IN BETWEEN TWO ROUND WOODEN POSTS. A C
 CC0248'AND GS BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CC0248'THE SURFACE OF GROUND.
 CC0248
 CC0248                          STATION RECOVERY (1981)
 CC0248
 CC0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0248'7.4 KM (4.6 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0248'WITH INTERSTATE HIGHWAY 20 IN MONAHANS, 1.1 KM (0.7 MI) SOUTH OF
 CC0248'THE JUNCTION OF FARM ROAD 1233, BETWEEN TWO SILVER WOODEN HIGHWAY
 CC0248'POSTS, 14.3 METERS (46.9 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 CC0248'THE NORTH BOUND LANES OF THE HIGHWAY, 12.6 METERS (NORTH-NORTHWEST
 CC0248'OF A UTILITY POLE WITH A TRANSFORMER AND 0.7 METERS (2.3 FT)
 CC0248'WEST-SOUTHWEST OF A FENCE.
 CC0248'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CC0248'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0248
 CC0248                          STATION RECOVERY (2001)
 CC0248
 CC0248'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0605 ***********************************************************************
 CD0605  DESIGNATION -  U 1066
 CD0605  PID         -  CD0605
 CD0605  STATE/COUNTY-  TX/HUDSPETH
 CD0605  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0605
 CD0605                         *CURRENT SURVEY CONTROL
 CD0605  ___________________________________________________________________
 CD0605* NAD 83(1986)-  31 14 17.     (N)    105 32 03.     (W)     SCALED    
 CD0605* NAVD 88     -      1310.943  (meters)    4300.99   (feet)  ADJUSTED  
 CD0605  ___________________________________________________________________
 CD0605  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CD0605  DYNAMIC HT  -        1308.870 (meters)    4294.18  (feet)  COMP
 CD0605  MODELED GRAV-     979,013.9   (mgal)                       NAVD 88
 CD0605
 CD0605  VERT ORDER  -  FIRST     CLASS II
 CD0605
 CD0605.The horizontal coordinates were scaled from a topographic map and have
 CD0605.an estimated accuracy of +/- 6 seconds.
 CD0605
 CD0605.The orthometric height was determined by differential leveling
 CD0605.and adjusted by the National Geodetic Survey in June 1991..
 CD0605
 CD0605.The geoid height was determined by GEOID03.
 CD0605
 CD0605.The dynamic height is computed by dividing the NAVD 88
 CD0605.geopotential number by the normal gravity value computed on the
 CD0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0605.degrees latitude (g = 980.6199 gals.).
 CD0605
 CD0605.The modeled gravity was interpolated from observed gravity values.
 CD0605
 CD0605;                    North         East    Units  Estimated Accuracy
 CD0605;SPC TX C     - 3,185,780.      204,770.      MT  (+/- 180 meters Scaled)
 CD0605
 CD0605                          SUPERSEDED SURVEY CONTROL
 CD0605
 CD0605  NGVD 29 (??/??/92) 1310.365  (m)         4299.09   (f) ADJ UNCH    1 2
 CD0605
 CD0605.Superseded values are not recommended for survey control.
 CD0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0605.See file dsdata.txt to determine how the superseded data were derived.
 CD0605
 CD0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ491561(NAD 83)
 CD0605_MARKER: DB = BENCH MARK DISK
 CD0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0605_STAMPING: U 1066 1956
 CD0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0605+STABILITY: SURFACE MOTION
 CD0605
 CD0605  HISTORY     - Date     Condition        Report By
 CD0605  HISTORY     - 1956     MONUMENTED       CGS
 CD0605
 CD0605                          STATION DESCRIPTION
 CD0605
 CD0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0605'9.4 MI E FROM FINLAY.
 CD0605'9.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0605'SECTION FOREMANS HOUSE AT FINLAY, 0.8 MILE SOUTH OF THE STATION SIGN
 CD0605'AT TORCER, 52 FEET WEST OF THE 9TH POLE NORTHWEST OF MILEPOST 749, 21
 CD0605'RAILS NORTHWEST OF THE SOUTHEAST END OF A SIDE TRACK, 62.7 FEET
 CD0605'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 13.7 FEET SOUTHWEST
 CD0605'OF A FENCE, 119.1 FEET WEST OF THE SOUTHWEST END OF A 48 INCH STEEL
 CD0605'PIPE CULVERT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CD0605'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0098 ***********************************************************************
 CD0098  DESIGNATION -  U 1068
 CD0098  PID         -  CD0098
 CD0098  STATE/COUNTY-  TX/JEFF DAVIS
 CD0098  USGS QUAD   -  KENT (1970)
 CD0098
 CD0098                         *CURRENT SURVEY CONTROL
 CD0098  ___________________________________________________________________
 CD0098* NAD 83(1986)-  31 03 45.     (N)    104 10 38.     (W)     SCALED    
 CD0098* NAVD 88     -      1279.575  (meters)    4198.07   (feet)  ADJUSTED  
 CD0098  ___________________________________________________________________
 CD0098  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CD0098  DYNAMIC HT  -        1277.586 (meters)    4191.55  (feet)  COMP
 CD0098  MODELED GRAV-     979,041.9   (mgal)                       NAVD 88
 CD0098
 CD0098  VERT ORDER  -  FIRST     CLASS II
 CD0098
 CD0098.The horizontal coordinates were scaled from a topographic map and have
 CD0098.an estimated accuracy of +/- 6 seconds.
 CD0098
 CD0098.The orthometric height was determined by differential leveling
 CD0098.and adjusted by the National Geodetic Survey in June 1991..
 CD0098
 CD0098.The geoid height was determined by GEOID03.
 CD0098
 CD0098.The dynamic height is computed by dividing the NAVD 88
 CD0098.geopotential number by the normal gravity value computed on the
 CD0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0098.degrees latitude (g = 980.6199 gals.).
 CD0098
 CD0098.The modeled gravity was interpolated from observed gravity values.
 CD0098
 CD0098;                    North         East    Units  Estimated Accuracy
 CD0098;SPC TX C     - 3,161,070.      333,250.      MT  (+/- 180 meters Scaled)
 CD0098
 CD0098                          SUPERSEDED SURVEY CONTROL
 CD0098
 CD0098  NGVD 29 (??/??/92) 1279.082  (m)         4196.45   (f) ADJ UNCH    1 2
 CD0098
 CD0098.Superseded values are not recommended for survey control.
 CD0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0098.See file dsdata.txt to determine how the superseded data were derived.
 CD0098
 CD0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ784368(NAD 83)
 CD0098_MARKER: DB = BENCH MARK DISK
 CD0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0098_SP_SET: CULVERT
 CD0098_STAMPING: U 1068 1956
 CD0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0098
 CD0098  HISTORY     - Date     Condition        Report By
 CD0098  HISTORY     - 1956     MONUMENTED       CGS
 CD0098  HISTORY     - 1981     GOOD             NGS
 CD0098
 CD0098                          STATION DESCRIPTION
 CD0098
 CD0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0098'2.45 MI E FROM KENT.
 CD0098'2.45 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0098'AT KENT, 189 FEET SOUTHWEST OF MILEPOST 696, 134 FEET SOUTH OF THE
 CD0098'SOUTH RAIL, 37 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 3
 CD0098'POLES EAST OF THE JEFF DAVIS AND CULBERSON COUNTY LINE, 8 FEET BELOW
 CD0098'THE TOP OF THE RAILS, LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE
 CD0098'CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 CD0098
 CD0098                          STATION RECOVERY (1981)
 CD0098
 CD0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0098'3.9 KM (2.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0098'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, AT THE
 CD0098'MISSOURI PACIFIC RAILROAD MILE POST 696, 0.3 KM (0.2 MI) EAST OF
 CD0098'HIGHWAY MILE POST 179, IN THE TOP CENTER OF THE NORTH HEADWALL OF A
 CD0098'BOX CULVERT UNDER THE FRONTAGE ROAD, 50.9 METERS (167.0 FT) NORTH
 CD0098'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 11.3
 CD0098'METERS (37.0 FT) NORTH OF THE CENTERLINE OF THE ROAD.
 CD0098'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0184 ***********************************************************************
 CD0184  DESIGNATION -  U 1069
 CD0184  PID         -  CD0184
 CD0184  STATE/COUNTY-  TX/CULBERSON
 CD0184  USGS QUAD   -  PLATEAU (1979)
 CD0184
 CD0184                         *CURRENT SURVEY CONTROL
 CD0184  ___________________________________________________________________
 CD0184* NAD 83(1986)-  31 03 28.     (N)    104 37 16.     (W)     SCALED    
 CD0184* NAVD 88     -      1174.390  (meters)    3852.98   (feet)  POSTED    
 CD0184  ___________________________________________________________________
 CD0184  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD0184  DYNAMIC HT  -        1172.560 (meters)    3846.97  (feet)  COMP
 CD0184  MODELED GRAV-     979,040.5   (mgal)                       NAVD 88
 CD0184
 CD0184  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CD0184
 CD0184.The horizontal coordinates were scaled from a topographic map and have
 CD0184.an estimated accuracy of +/- 6 seconds.
 CD0184
 CD0184.The orthometric height was determined by differential leveling
 CD0184.and adjusted by the National Geodetic Survey in 1992..
 CD0184.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CD0184.rate of 1.1 thru 2.0 mm/km.
 CD0184
 CD0184.The geoid height was determined by GEOID03.
 CD0184
 CD0184.The dynamic height is computed by dividing the NAVD 88
 CD0184.geopotential number by the normal gravity value computed on the
 CD0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0184.degrees latitude (g = 980.6199 gals.).
 CD0184
 CD0184.The modeled gravity was interpolated from observed gravity values.
 CD0184
 CD0184;                    North         East    Units  Estimated Accuracy
 CD0184;SPC TX C     - 3,162,100.      290,900.      MT  (+/- 180 meters Scaled)
 CD0184
 CD0184                          SUPERSEDED SURVEY CONTROL
 CD0184
 CD0184  NGVD 29 (??/??/92) 1173.901  (m)         3851.37   (f) ADJ UNCH    1 2
 CD0184
 CD0184.Superseded values are not recommended for survey control.
 CD0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0184.See file dsdata.txt to determine how the superseded data were derived.
 CD0184
 CD0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ361360(NAD 83)
 CD0184_MARKER: DB = BENCH MARK DISK
 CD0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0184_STAMPING: U 1069 1956
 CD0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0184+STABILITY: SURFACE MOTION
 CD0184
 CD0184  HISTORY     - Date     Condition        Report By
 CD0184  HISTORY     - 1956     MONUMENTED       CGS
 CD0184
 CD0184                          STATION DESCRIPTION
 CD0184
 CD0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0184'3.8 MI W FROM PLATEAU.
 CD0184'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0184'FOREMANS HOUSE AT PLATEAU, 54.5 FEET SOUTH OF THE SOUTH RAIL, 13.5
 CD0184'FEET SOUTH OF THE  8TH POLE EAST OF MILEPOST 723, 6.2 FEET SOUTH OF A
 CD0184'FENCE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CD0184'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0169 ***********************************************************************
 CC0169  DESIGNATION -  U 107
 CC0169  PID         -  CC0169
 CC0169  STATE/COUNTY-  TX/WARD
 CC0169  USGS QUAD   -  7 L RANCH (1969)
 CC0169
 CC0169                         *CURRENT SURVEY CONTROL
 CC0169  ___________________________________________________________________
 CC0169* NAD 83(1986)-  31 27 26.     (N)    102 52 38.     (W)     SCALED    
 CC0169* NAVD 88     -       763.100  (meters)    2503.60   (feet)  ADJUSTED  
 CC0169  ___________________________________________________________________
 CC0169  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CC0169  DYNAMIC HT  -         762.033 (meters)    2500.10  (feet)  COMP
 CC0169  MODELED GRAV-     979,216.5   (mgal)                       NAVD 88
 CC0169
 CC0169  VERT ORDER  -  FIRST     CLASS II
 CC0169
 CC0169.The horizontal coordinates were scaled from a topographic map and have
 CC0169.an estimated accuracy of +/- 6 seconds.
 CC0169
 CC0169.The orthometric height was determined by differential leveling
 CC0169.and adjusted by the National Geodetic Survey in June 1991..
 CC0169
 CC0169.The geoid height was determined by GEOID03.
 CC0169
 CC0169.The dynamic height is computed by dividing the NAVD 88
 CC0169.geopotential number by the normal gravity value computed on the
 CC0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0169.degrees latitude (g = 980.6199 gals.).
 CC0169
 CC0169.The modeled gravity was interpolated from observed gravity values.
 CC0169
 CC0169;                    North         East    Units  Estimated Accuracy
 CC0169;SPC TX C     - 3,201,260.      458,260.      MT  (+/- 180 meters Scaled)
 CC0169
 CC0169                          SUPERSEDED SURVEY CONTROL
 CC0169
 CC0169  NGVD 29 (??/??/92)  762.801  (m)         2502.62   (f) ADJ UNCH    1 2
 CC0169
 CC0169.Superseded values are not recommended for survey control.
 CC0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0169.See file dsdata.txt to determine how the superseded data were derived.
 CC0169
 CC0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ017822(NAD 83)
 CC0169_MARKER: DB = BENCH MARK DISK
 CC0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0169_STAMPING: U 107 1933 2502.623
 CC0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0169+STABILITY: SURFACE MOTION
 CC0169
 CC0169  HISTORY     - Date     Condition        Report By
 CC0169  HISTORY     - 1933     MONUMENTED       CGS
 CC0169  HISTORY     - 1958     GOOD             NGS
 CC0169  HISTORY     - 1969     MARK NOT FOUND   USGS
 CC0169  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0169
 CC0169                          STATION DESCRIPTION
 CC0169
 CC0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0169'8.5 MI N FROM GRANDFALLS.
 CC0169'ABOUT 8.5 MILES NORTH ALONG STATE HIGHWAY 82 FROM THE FIRST BAPTIST
 CC0169'CHURCH AT GRANDFALLS, ABOUT 9.5 MILES SOUTH OF THE TEXAS AND PACIFIC
 CC0169'RAILROAD STATION AT MONAHANS, 121 FEET WEST OF THE CENTER LINE OF THE
 CC0169'HIGHWAY, 21 FEET WEST OF THE WEST RIGHT OF WAY FENCE, 27 FEET
 CC0169'NORTHWEST OF A TELEPHONE POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 CC0169'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CC0169
 CC0169                          STATION RECOVERY (1969)
 CC0169
 CC0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CC0169'MARK NOT FOUND.
 CC0169
 CC0169                          STATION RECOVERY (1981)
 CC0169
 CC0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0217 ***********************************************************************
 CD0217  DESIGNATION -  U 1070
 CD0217  PID         -  CD0217
 CD0217  STATE/COUNTY-  TX/HUDSPETH
 CD0217  USGS QUAD   -  HACKETT PEAK (1964)
 CD0217
 CD0217                         *CURRENT SURVEY CONTROL
 CD0217  ___________________________________________________________________
 CD0217* NAD 83(1986)-  31 03 20.     (N)    104 55 25.     (W)     SCALED    
 CD0217* NAVD 88     -      1346.629  (meters)    4418.07   (feet)  ADJUSTED  
 CD0217  ___________________________________________________________________
 CD0217  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0217  DYNAMIC HT  -        1344.485 (meters)    4411.03  (feet)  COMP
 CD0217  MODELED GRAV-     979,001.8   (mgal)                       NAVD 88
 CD0217
 CD0217  VERT ORDER  -  FIRST     CLASS II
 CD0217
 CD0217.The horizontal coordinates were scaled from a topographic map and have
 CD0217.an estimated accuracy of +/- 6 seconds.
 CD0217
 CD0217.The orthometric height was determined by differential leveling
 CD0217.and adjusted by the National Geodetic Survey in June 1991..
 CD0217
 CD0217.The geoid height was determined by GEOID03.
 CD0217
 CD0217.The dynamic height is computed by dividing the NAVD 88
 CD0217.geopotential number by the normal gravity value computed on the
 CD0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0217.degrees latitude (g = 980.6199 gals.).
 CD0217
 CD0217.The modeled gravity was interpolated from observed gravity values.
 CD0217
 CD0217;                    North         East    Units  Estimated Accuracy
 CD0217;SPC TX C     - 3,163,000.      262,040.      MT  (+/- 180 meters Scaled)
 CD0217
 CD0217                          SUPERSEDED SURVEY CONTROL
 CD0217
 CD0217  NGVD 29 (??/??/92) 1346.077  (m)         4416.25   (f) ADJ UNCH    1 2
 CD0217
 CD0217.Superseded values are not recommended for survey control.
 CD0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0217.See file dsdata.txt to determine how the superseded data were derived.
 CD0217
 CD0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ072357(NAD 83)
 CD0217_MARKER: DB = BENCH MARK DISK
 CD0217_SETTING: 66 = SET IN ROCK OUTCROP
 CD0217_SP_SET: OUTCROP
 CD0217_STAMPING: U 1070 1956
 CD0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0217+STABILITY: POSITION/ELEVATION WELL
 CD0217
 CD0217  HISTORY     - Date     Condition        Report By
 CD0217  HISTORY     - 1956     MONUMENTED       CGS
 CD0217
 CD0217                          STATION DESCRIPTION
 CD0217
 CD0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0217'5.85 MI W FROM VAN HORN.
 CD0217'5.85 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0217'AT VAN HORN, 4 RAILS WEST OF THE WEST END OF A CUT, 320 FEET NORTHWEST
 CD0217'OF THE TOP OF A SMALL PROMINENT HILL, 65.5 FEET EAST OF THE 7TH POLE
 CD0217'WEST OF MILEPOST 741, IN LINE WITH A ROW OF TELEPHONE POLES, 31.4 FEET
 CD0217'SOUTH OF THE SOUTH RAIL, 15.5 FEET NORTH OF A FENCE, FLUSH WITH THE
 CD0217'GROUND, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A WHITE
 CD0217'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0554 ***********************************************************************
 CD0554  DESIGNATION -  U 1071
 CD0554  PID         -  CD0554
 CD0554  STATE/COUNTY-  TX/HUDSPETH
 CD0554  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0554
 CD0554                         *CURRENT SURVEY CONTROL
 CD0554  ___________________________________________________________________
 CD0554* NAD 83(1986)-  31 09 52.     (N)    105 19 08.     (W)     SCALED    
 CD0554* NAVD 88     -      1351.004  (meters)    4432.42   (feet)  ADJUSTED  
 CD0554  ___________________________________________________________________
 CD0554  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0554  DYNAMIC HT  -        1348.840 (meters)    4425.32  (feet)  COMP
 CD0554  MODELED GRAV-     978,991.9   (mgal)                       NAVD 88
 CD0554
 CD0554  VERT ORDER  -  FIRST     CLASS II
 CD0554
 CD0554.The horizontal coordinates were scaled from a topographic map and have
 CD0554.an estimated accuracy of +/- 6 seconds.
 CD0554
 CD0554.The orthometric height was determined by differential leveling
 CD0554.and adjusted by the National Geodetic Survey in June 1991..
 CD0554
 CD0554.The geoid height was determined by GEOID03.
 CD0554
 CD0554.The dynamic height is computed by dividing the NAVD 88
 CD0554.geopotential number by the normal gravity value computed on the
 CD0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0554.degrees latitude (g = 980.6199 gals.).
 CD0554
 CD0554.The modeled gravity was interpolated from observed gravity values.
 CD0554
 CD0554;                    North         East    Units  Estimated Accuracy
 CD0554;SPC TX C     - 3,176,690.      224,890.      MT  (+/- 180 meters Scaled)
 CD0554
 CD0554                          SUPERSEDED SURVEY CONTROL
 CD0554
 CD0554  NGVD 29 (??/??/92) 1350.410  (m)         4430.47   (f) ADJ UNCH    1 2
 CD0554
 CD0554.Superseded values are not recommended for survey control.
 CD0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0554.See file dsdata.txt to determine how the superseded data were derived.
 CD0554
 CD0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ696478(NAD 83)
 CD0554_MARKER: DB = BENCH MARK DISK
 CD0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0554_STAMPING: U 1071 1956
 CD0554_PROJECTION: PROJECTING 12 CENTIMETERS
 CD0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0554+STABILITY: SURFACE MOTION
 CD0554
 CD0554  HISTORY     - Date     Condition        Report By
 CD0554  HISTORY     - 1956     MONUMENTED       CGS
 CD0554  HISTORY     - 1981     GOOD             NGS
 CD0554
 CD0554                          STATION DESCRIPTION
 CD0554
 CD0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0554'2.4 MI E FROM SIERRA BLANCA.
 CD0554'2.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0554'AT SIERRA BLANCA, 38.8 FEET WEST OF THE 1ST POLE WEST OF MILEPOST 766,
 CD0554'IN LINE WITH A ROW OF TELEPHONE POLES, 38 FEET SOUTH OF THE SOUTH
 CD0554'RAIL, 79.5 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 2 FEET
 CD0554'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CD0554'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CD0554
 CD0554                          STATION RECOVERY (1981)
 CD0554
 CD0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0554'3.9 KM (2.4 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0554'FROM THE RAILROAD STATION IN SIERRA BLANCA, 1 POLE NORTHWEST OF
 CD0554'MILEPOST 766, 24.8 METERS (81.5 FT) SOUTH-SOUTHWEST OF A UTILITY
 CD0554'POLE, 24.2 METERS (79.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF A
 CD0554'FRONTAGE ROAD AND 11.6 METERS (38.0 FT) SOUTH-SOUTHWEST OF THE
 CD0554'NEAR RAIL.
 CD0554'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0554'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0628 ***********************************************************************
 CD0628  DESIGNATION -  U 1074
 CD0628  PID         -  CD0628
 CD0628  STATE/COUNTY-  TX/HUDSPETH
 CD0628  USGS QUAD   -  CAMPO GRANDE MOUNTAIN (1972)
 CD0628
 CD0628                         *CURRENT SURVEY CONTROL
 CD0628  ___________________________________________________________________
 CD0628* NAD 83(1986)-  31 15 19.     (N)    105 42 34.     (W)     SCALED    
 CD0628* NAVD 88     -      1139.240  (meters)    3737.66   (feet)  ADJUSTED  
 CD0628  ___________________________________________________________________
 CD0628  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CD0628  DYNAMIC HT  -        1137.447 (meters)    3731.77  (feet)  COMP
 CD0628  MODELED GRAV-     979,028.2   (mgal)                       NAVD 88
 CD0628
 CD0628  VERT ORDER  -  FIRST     CLASS II
 CD0628
 CD0628.The horizontal coordinates were scaled from a topographic map and have
 CD0628.an estimated accuracy of +/- 6 seconds.
 CD0628
 CD0628.The orthometric height was determined by differential leveling
 CD0628.and adjusted by the National Geodetic Survey in June 1991..
 CD0628
 CD0628.The geoid height was determined by GEOID03.
 CD0628
 CD0628.The dynamic height is computed by dividing the NAVD 88
 CD0628.geopotential number by the normal gravity value computed on the
 CD0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0628.degrees latitude (g = 980.6199 gals.).
 CD0628
 CD0628.The modeled gravity was interpolated from observed gravity values.
 CD0628
 CD0628;                    North         East    Units  Estimated Accuracy
 CD0628;SPC TX C     - 3,188,480.      188,190.      MT  (+/- 180 meters Scaled)
 CD0628
 CD0628                          SUPERSEDED SURVEY CONTROL
 CD0628
 CD0628  NGVD 29 (??/??/92) 1138.664  (m)         3735.77   (f) ADJ UNCH    1 2
 CD0628
 CD0628.Superseded values are not recommended for survey control.
 CD0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0628.See file dsdata.txt to determine how the superseded data were derived.
 CD0628
 CD0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ324581(NAD 83)
 CD0628_MARKER: DB = BENCH MARK DISK
 CD0628_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0628_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0628_STAMPING: U 1074 1956
 CD0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0628
 CD0628  HISTORY     - Date     Condition        Report By
 CD0628  HISTORY     - 1956     MONUMENTED       CGS
 CD0628
 CD0628                          STATION DESCRIPTION
 CD0628
 CD0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0628'5.45 MI W FROM FINLAY.
 CD0628'5.45 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0628'SECTION FOREMANS HOUSE AT FINLAY, 122 FEET NORTH OF MILEPOST 765, 33.4
 CD0628'FEET SOUTHWEST OF A TELEPHONE POLE, 28.4 FEET NORTHWEST OF THE
 CD0628'NORTHWEST RAIL, 20.2 FEET SOUTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A
 CD0628'WITNESS POST, SET IN THE TOP OF A 4 INCH CONCRETE PIPE WHICH IS FILLED
 CD0628'WITH CONCRETE, 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0859 ***********************************************************************
 AY0859  DESIGNATION -  U 1075
 AY0859  PID         -  AY0859
 AY0859  STATE/COUNTY-  TX/FRIO
 AY0859  USGS QUAD   -  GHOST HILL (1982)
 AY0859
 AY0859                         *CURRENT SURVEY CONTROL
 AY0859  ___________________________________________________________________
 AY0859* NAD 83(1986)-  29 03 42.     (N)    098 59 47.     (W)     SCALED    
 AY0859* NAVD 88     -       203.356  (meters)     667.18   (feet)  ADJUSTED  
 AY0859  ___________________________________________________________________
 AY0859  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AY0859  DYNAMIC HT  -         203.064 (meters)     666.22  (feet)  COMP
 AY0859  MODELED GRAV-     979,207.4   (mgal)                       NAVD 88
 AY0859
 AY0859  VERT ORDER  -  FIRST     CLASS II
 AY0859
 AY0859.The horizontal coordinates were scaled from a topographic map and have
 AY0859.an estimated accuracy of +/- 6 seconds.
 AY0859
 AY0859.The orthometric height was determined by differential leveling
 AY0859.and adjusted by the National Geodetic Survey in June 1991..
 AY0859
 AY0859.The geoid height was determined by GEOID03.
 AY0859
 AY0859.The dynamic height is computed by dividing the NAVD 88
 AY0859.geopotential number by the normal gravity value computed on the
 AY0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0859.degrees latitude (g = 980.6199 gals.).
 AY0859
 AY0859.The modeled gravity was interpolated from observed gravity values.
 AY0859
 AY0859;                    North         East    Units  Estimated Accuracy
 AY0859;SPC TXSC     - 4,136,130.      600,350.      MT  (+/- 180 meters Scaled)
 AY0859
 AY0859                          SUPERSEDED SURVEY CONTROL
 AY0859
 AY0859  NGVD 29 (??/??/92)  203.239  (m)          666.79   (f) ADJ UNCH    1 2
 AY0859
 AY0859.Superseded values are not recommended for survey control.
 AY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0859.See file dsdata.txt to determine how the superseded data were derived.
 AY0859
 AY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT003148(NAD 83)
 AY0859_MARKER: DB = BENCH MARK DISK
 AY0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0859_STAMPING: U 1075 1956
 AY0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0859+STABILITY: SURFACE MOTION
 AY0859
 AY0859  HISTORY     - Date     Condition        Report By
 AY0859  HISTORY     - 1956     MONUMENTED       CGS
 AY0859  HISTORY     - 1987     POOR             USPSQD
 AY0859  HISTORY     - 19960806 GOOD             USPSQD
 AY0859  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0859
 AY0859                          STATION DESCRIPTION
 AY0859
 AY0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0859'1.0 MI NE FROM MOORE.
 AY0859'1.0 MILE NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AY0859'FROM THE POST OFFICE AT MOORE, 149 FEET NORTHWEST OF MILEPOST 299, 105
 AY0859'FEET NORTHWEST OF THE NORTHWEST RAIL, 28 FEET NORTHWEST OF THE CENTER
 AY0859'LINE OF OLD U.S. HIGHWAY 81, 21.7 FEET SOUTHEAST OF A POWER POLE, 2.2
 AY0859'FEET SOUTHEAST OF A FENCE, 2.2 FEET SOUTHWEST OF A WITNESS POST, SET
 AY0859'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AY0859'GROUND.
 AY0859
 AY0859                          STATION RECOVERY (1987)
 AY0859
 AY0859'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY0859'MARK RECOVERED IN POOR CONDITION.
 AY0859
 AY0859                          STATION RECOVERY (1996)
 AY0859
 AY0859'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0859'RECOVERED IN GOOD CONDITION.
 AY0859
 AY0859                          STATION RECOVERY (2002)
 AY0859
 AY0859'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0196 ***********************************************************************
 AO0196  DESIGNATION -  U 1076
 AO0196  PID         -  AO0196
 AO0196  STATE/COUNTY-  TX/FRIO
 AO0196  USGS QUAD   -  DERBY (1982)
 AO0196
 AO0196                         *CURRENT SURVEY CONTROL
 AO0196  ___________________________________________________________________
 AO0196* NAD 83(1986)-  28 45 09.     (N)    099 08 13.     (W)     SCALED    
 AO0196* NAVD 88     -       148.791  (meters)     488.16   (feet)  ADJUSTED  
 AO0196  ___________________________________________________________________
 AO0196  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AO0196  DYNAMIC HT  -         148.572 (meters)     487.44  (feet)  COMP
 AO0196  MODELED GRAV-     979,172.1   (mgal)                       NAVD 88
 AO0196
 AO0196  VERT ORDER  -  FIRST     CLASS II
 AO0196
 AO0196.The horizontal coordinates were scaled from a topographic map and have
 AO0196.an estimated accuracy of +/- 6 seconds.
 AO0196
 AO0196.The orthometric height was determined by differential leveling
 AO0196.and adjusted by the National Geodetic Survey in June 1991..
 AO0196
 AO0196.The geoid height was determined by GEOID03.
 AO0196
 AO0196.The dynamic height is computed by dividing the NAVD 88
 AO0196.geopotential number by the normal gravity value computed on the
 AO0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0196.degrees latitude (g = 980.6199 gals.).
 AO0196
 AO0196.The modeled gravity was interpolated from observed gravity values.
 AO0196
 AO0196;                    North         East    Units  Estimated Accuracy
 AO0196;SPC TXSC     - 4,101,880.      586,630.      MT  (+/- 180 meters Scaled)
 AO0196
 AO0196                          SUPERSEDED SURVEY CONTROL
 AO0196
 AO0196  NGVD 29 (??/??/92)  148.668  (m)          487.75   (f) ADJ UNCH    1 2
 AO0196
 AO0196.Superseded values are not recommended for survey control.
 AO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0196.See file dsdata.txt to determine how the superseded data were derived.
 AO0196
 AO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS866805(NAD 83)
 AO0196_MARKER: DB = BENCH MARK DISK
 AO0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0196_STAMPING: U 1076 1956
 AO0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0196+STABILITY: SURFACE MOTION
 AO0196
 AO0196  HISTORY     - Date     Condition        Report By
 AO0196  HISTORY     - 1956     MONUMENTED       CGS
 AO0196  HISTORY     - 19950724 MARK NOT FOUND   USPSQD
 AO0196  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 AO0196  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 AO0196
 AO0196                          STATION DESCRIPTION
 AO0196
 AO0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0196'6.0 MI N FROM DILLEY.
 AO0196'6.0 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0196'FROM THE STATION AT DILLEY, 82 FEET NORTH OF THE CENTER LINE OF A
 AO0196'PRIVATE DRIVEWAY, 48 FEET NORTH OF A FENCE CORNER, 42.5 FEET EAST OF
 AO0196'THE EAST RAIL OF THE MAIN TRACK, 30 FEET SOUTH OF TELEPHONE POLE
 AO0196'322.20, 2.5 FEET WEST OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET
 AO0196'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AO0196'GROUND.
 AO0196
 AO0196                          STATION RECOVERY (1995)
 AO0196
 AO0196'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0196'MARK NOT FOUND.
 AO0196
 AO0196                          STATION RECOVERY (1996)
 AO0196
 AO0196'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0196'MARK NOT FOUND.
 AO0196
 AO0196                          STATION RECOVERY (2003)
 AO0196
 AO0196'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0253 ***********************************************************************
 AO0253  DESIGNATION -  U 1077
 AO0253  PID         -  AO0253
 AO0253  STATE/COUNTY-  TX/LA SALLE
 AO0253  USGS QUAD   -  COTULLA (1974)
 AO0253
 AO0253                         *CURRENT SURVEY CONTROL
 AO0253  ___________________________________________________________________
 AO0253* NAD 83(1986)-  28 26 20.     (N)    099 13 43.     (W)     SCALED    
 AO0253* NAVD 88     -       123.189  (meters)     404.16   (feet)  ADJUSTED  
 AO0253  ___________________________________________________________________
 AO0253  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AO0253  DYNAMIC HT  -         123.003 (meters)     403.55  (feet)  COMP
 AO0253  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 AO0253
 AO0253  VERT ORDER  -  FIRST     CLASS II
 AO0253
 AO0253.The horizontal coordinates were scaled from a topographic map and have
 AO0253.an estimated accuracy of +/- 6 seconds.
 AO0253
 AO0253.The orthometric height was determined by differential leveling
 AO0253.and adjusted by the National Geodetic Survey in June 1991..
 AO0253
 AO0253.The geoid height was determined by GEOID03.
 AO0253
 AO0253.The dynamic height is computed by dividing the NAVD 88
 AO0253.geopotential number by the normal gravity value computed on the
 AO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0253.degrees latitude (g = 980.6199 gals.).
 AO0253
 AO0253.The modeled gravity was interpolated from observed gravity values.
 AO0253
 AO0253;                    North         East    Units  Estimated Accuracy
 AO0253;SPC TXSC     - 4,067,140.      577,610.      MT  (+/- 180 meters Scaled)
 AO0253
 AO0253                          SUPERSEDED SURVEY CONTROL
 AO0253
 AO0253  NGVD 29 (??/??/92)  123.066  (m)          403.76   (f) ADJ UNCH    1 2
 AO0253
 AO0253.Superseded values are not recommended for survey control.
 AO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0253.See file dsdata.txt to determine how the superseded data were derived.
 AO0253
 AO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS776458(NAD 83)
 AO0253_MARKER: DB = BENCH MARK DISK
 AO0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0253_SP_SET: BRIDGE
 AO0253_STAMPING: U 1077 1956
 AO0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0253
 AO0253  HISTORY     - Date     Condition        Report By
 AO0253  HISTORY     - 1956     MONUMENTED       CGS
 AO0253  HISTORY     - 1958     GOOD             NGS
 AO0253  HISTORY     - 19970816 GOOD             USPSQD
 AO0253
 AO0253                          STATION DESCRIPTION
 AO0253
 AO0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0253'0.3 MI E FROM COTULLA.
 AO0253'0.3 MILE EAST ALONG FARM ROAD 97 FROM THE INTERNATIONAL AND GREAT
 AO0253'NORTHERN RAILROAD STATION AT COTULLA, AT THE MOST EASTERLY ONE OF
 AO0253'THREE BRIDGES, 20 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, SET
 AO0253'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE RETAINING WALL OF THE
 AO0253'BRIDGE.
 AO0253
 AO0253                          STATION RECOVERY (1958)
 AO0253
 AO0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0253'RECOVERED IN GOOD CONDITION.
 AO0253
 AO0253                          STATION RECOVERY (1997)
 AO0253
 AO0253'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0287 ***********************************************************************
 AO0287  DESIGNATION -  U 1078
 AO0287  PID         -  AO0287
 AO0287  STATE/COUNTY-  TX/LA SALLE
 AO0287  USGS QUAD   -  ATLEE (1982)
 AO0287
 AO0287                         *CURRENT SURVEY CONTROL
 AO0287  ___________________________________________________________________
 AO0287* NAD 83(1986)-  28 10 36.     (N)    099 18 58.     (W)     SCALED    
 AO0287* NAVD 88     -       158.826  (meters)     521.08   (feet)  ADJUSTED  
 AO0287  ___________________________________________________________________
 AO0287  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AO0287  DYNAMIC HT  -         158.583 (meters)     520.28  (feet)  COMP
 AO0287  MODELED GRAV-     979,115.8   (mgal)                       NAVD 88
 AO0287
 AO0287  VERT ORDER  -  FIRST     CLASS II
 AO0287
 AO0287.The horizontal coordinates were scaled from a topographic map and have
 AO0287.an estimated accuracy of +/- 6 seconds.
 AO0287
 AO0287.The orthometric height was determined by differential leveling
 AO0287.and adjusted by the National Geodetic Survey in June 1991..
 AO0287
 AO0287.The geoid height was determined by GEOID03.
 AO0287
 AO0287.The dynamic height is computed by dividing the NAVD 88
 AO0287.geopotential number by the normal gravity value computed on the
 AO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0287.degrees latitude (g = 980.6199 gals.).
 AO0287
 AO0287.The modeled gravity was interpolated from observed gravity values.
 AO0287
 AO0287;                    North         East    Units  Estimated Accuracy
 AO0287;SPC TXSC     - 4,038,100.      568,960.      MT  (+/- 180 meters Scaled)
 AO0287
 AO0287                          SUPERSEDED SURVEY CONTROL
 AO0287
 AO0287  NGVD 29 (??/??/92)  158.706  (m)          520.69   (f) ADJ UNCH    1 2
 AO0287
 AO0287.Superseded values are not recommended for survey control.
 AO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0287.See file dsdata.txt to determine how the superseded data were derived.
 AO0287
 AO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS689168(NAD 83)
 AO0287_MARKER: DB = BENCH MARK DISK
 AO0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0287_SP_SET: CULVERT
 AO0287_STAMPING: U 1078 1956
 AO0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0287
 AO0287  HISTORY     - Date     Condition        Report By
 AO0287  HISTORY     - 1956     MONUMENTED       CGS
 AO0287  HISTORY     - 1958     GOOD             NGS
 AO0287
 AO0287                          STATION DESCRIPTION
 AO0287
 AO0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0287'9.7 MI N FROM ENCINAL.
 AO0287'9.7 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0287'FROM THE STATION AT ENCINAL, 90 FEET SOUTHWEST OF MILEPOST 364, 27
 AO0287'FEET EAST OF THE EAST RAIL, 10 FEET BELOW THE TOP OF THE RAILS, SET IN
 AO0287'THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A LARGE 2 CHANNEL
 AO0287'CONCRETE CULVERT UNDER THE RAILROAD.
 AO0287
 AO0287                          STATION RECOVERY (1958)
 AO0287
 AO0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0715 ***********************************************************************
 AJ0715  DESIGNATION -  U 1079
 AJ0715  PID         -  AJ0715
 AJ0715  STATE/COUNTY-  TX/WEBB
 AJ0715  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0715
 AJ0715                         *CURRENT SURVEY CONTROL
 AJ0715  ___________________________________________________________________
 AJ0715* NAD 83(1986)-  27 51 14.     (N)    099 24 14.     (W)     SCALED    
 AJ0715* NAVD 88     -       181.086  (meters)     594.11   (feet)  ADJUSTED  
 AJ0715  ___________________________________________________________________
 AJ0715  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AJ0715  DYNAMIC HT  -         180.803 (meters)     593.18  (feet)  COMP
 AJ0715  MODELED GRAV-     979,081.4   (mgal)                       NAVD 88
 AJ0715
 AJ0715  VERT ORDER  -  FIRST     CLASS II
 AJ0715
 AJ0715.The horizontal coordinates were scaled from a topographic map and have
 AJ0715.an estimated accuracy of +/- 6 seconds.
 AJ0715
 AJ0715.The orthometric height was determined by differential leveling
 AJ0715.and adjusted by the National Geodetic Survey in June 1991..
 AJ0715.WARNING-Repeat measurements at this control monument indicate possible
 AJ0715.vertical movement.
 AJ0715
 AJ0715.The geoid height was determined by GEOID03.
 AJ0715
 AJ0715.The dynamic height is computed by dividing the NAVD 88
 AJ0715.geopotential number by the normal gravity value computed on the
 AJ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0715.degrees latitude (g = 980.6199 gals.).
 AJ0715
 AJ0715.The modeled gravity was interpolated from observed gravity values.
 AJ0715
 AJ0715;                    North         East    Units  Estimated Accuracy
 AJ0715;SPC TX S     - 5,242,650.      210,970.      MT  (+/- 180 meters Scaled)
 AJ0715
 AJ0715                          SUPERSEDED SURVEY CONTROL
 AJ0715
 AJ0715  NGVD 29 (??/??/92)  180.969  (m)          593.73   (f) ADJ UNCH    1 2
 AJ0715
 AJ0715.Superseded values are not recommended for survey control.
 AJ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0715.See file dsdata.txt to determine how the superseded data were derived.
 AJ0715
 AJ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR602810(NAD 83)
 AJ0715_MARKER: DB = BENCH MARK DISK
 AJ0715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0715_SP_SET: BRIDGE
 AJ0715_STAMPING: U 1079 1957
 AJ0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0715
 AJ0715  HISTORY     - Date     Condition        Report By
 AJ0715  HISTORY     - 1957     MONUMENTED       CGS
 AJ0715  HISTORY     - 1977     GOOD             USGS
 AJ0715
 AJ0715                          STATION DESCRIPTION
 AJ0715
 AJ0715'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0715'7.5 MI N FROM WEBB.
 AJ0715'7.1 MILES NORTH ALONG INTERSTATE HWY 35 FROM THE OVERPASS AT THE
 AJ0715'JUNCTION WITH U.S. HWY 83.  0.4 MILES SOUTH OF HWY MILEPOST 26, 18
 AJ0715'FEET SOUTH, 23 FEET WEST AND 0.8 FEET LOWER THAN CENTER OF BRIDGE ON
 AJ0715'THE SOUTHBOUND LANE OF 135, A STANDARD USC AND GS TABLET STAMPED U
 AJ0715'1079 1957 SET IN THE TOP OF THE SOUTH END OF THE WEST WINGWALL OF A
 AJ0715'CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0033 ***********************************************************************
 BP0033  DESIGNATION -  U 108
 BP0033  PID         -  BP0033
 BP0033  STATE/COUNTY-  TX/TERRELL
 BP0033  USGS QUAD   -  SANDERSON (1969)
 BP0033
 BP0033                         *CURRENT SURVEY CONTROL
 BP0033  ___________________________________________________________________
 BP0033* NAD 83(1986)-  30 12 28.     (N)    102 24 37.     (W)     SCALED    
 BP0033* NAVD 88     -       922.521  (meters)    3026.64   (feet)  POSTED    
 BP0033  ___________________________________________________________________
 BP0033  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BP0033  DYNAMIC HT  -         921.090 (meters)    3021.94  (feet)  COMP
 BP0033  MODELED GRAV-     979,064.6   (mgal)                       NAVD 88
 BP0033
 BP0033  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0033
 BP0033.The horizontal coordinates were scaled from a topographic map and have
 BP0033.an estimated accuracy of +/- 6 seconds.
 BP0033
 BP0033.The orthometric height was determined by differential leveling
 BP0033.and adjusted by the National Geodetic Survey in 1992..
 BP0033.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0033.rate of 1.1 thru 2.0 mm/km.
 BP0033
 BP0033.The geoid height was determined by GEOID03.
 BP0033
 BP0033.The dynamic height is computed by dividing the NAVD 88
 BP0033.geopotential number by the normal gravity value computed on the
 BP0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0033.degrees latitude (g = 980.6199 gals.).
 BP0033
 BP0033.The modeled gravity was interpolated from observed gravity values.
 BP0033
 BP0033;                    North         East    Units  Estimated Accuracy
 BP0033;SPC TXSC     - 4,267,950.      271,700.      MT  (+/- 180 meters Scaled)
 BP0033
 BP0033                          SUPERSEDED SURVEY CONTROL
 BP0033
 BP0033  NGVD 29 (??/??/92)  922.247  (m)         3025.74   (f) ADJ UNCH    1 2
 BP0033
 BP0033.Superseded values are not recommended for survey control.
 BP0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0033.See file dsdata.txt to determine how the superseded data were derived.
 BP0033
 BP0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP492446(NAD 83)
 BP0033_MARKER: DB = BENCH MARK DISK
 BP0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0033_STAMPING: U 108 1933 3025.873
 BP0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0033+STABILITY: SURFACE MOTION
 BP0033
 BP0033  HISTORY     - Date     Condition        Report By
 BP0033  HISTORY     - 1933     MONUMENTED       CGS
 BP0033  HISTORY     - 1958     GOOD             NGS
 BP0033  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0033
 BP0033                          STATION DESCRIPTION
 BP0033
 BP0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0033'4.1 MI N FROM SANDERSON.
 BP0033'ABOUT 4.9 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE JUNCTION OF U.
 BP0033'S. HIGHWAY 90 AT SANDERSON TO THE ENTRANCE TO THE W. H. GOLDWIRE
 BP0033'RANCH, THENCE 0.1 MILE SOUTH ALONG A DIRT ROAD LEADING TO THE OLD
 BP0033'HIGHWAY, THENCE 0.7 MILE SOUTHEAST ALONG THE OLD HIGHWAY.  27 1/2 FEET
 BP0033'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 0.3 MILE
 BP0033'SOUTHEAST OF A CONCRETE SPILLWAY OVER A DRY CREEK BED, 177 FEET
 BP0033'NORTHWEST OF A POWER POLE WITH LINE CROSSING THE OLD HIGHWAY, 3 1/2
 BP0033'FEET SOUTHWEST OF A WOVEN WIRE FENCE, 1 1/2 FEET NORTHEAST OF A WHITE
 BP0033'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BP0033'INCHES.
 BP0033
 BP0033                          STATION RECOVERY (1981)
 BP0033
 BP0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1070 ***********************************************************************
 AE1070  DESIGNATION -  U 1080
 AE1070  PID         -  AE1070
 AE1070  STATE/COUNTY-  TX/ZAPATA
 AE1070  USGS QUAD   -  ZAPATA (1979)
 AE1070
 AE1070                         *CURRENT SURVEY CONTROL
 AE1070  ___________________________________________________________________
 AE1070* NAD 83(1986)-  26 52 41.     (N)    099 18 21.     (W)     SCALED    
 AE1070* NAVD 88     -        86.620  (meters)     284.19   (feet)  POSTED    
 AE1070  ___________________________________________________________________
 AE1070  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AE1070  DYNAMIC HT  -          86.480 (meters)     283.73  (feet)  COMP
 AE1070  MODELED GRAV-     979,033.8   (mgal)                       NAVD 88
 AE1070
 AE1070  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE1070
 AE1070.The horizontal coordinates were scaled from a topographic map and have
 AE1070.an estimated accuracy of +/- 6 seconds.
 AE1070
 AE1070.The orthometric height was determined by differential leveling
 AE1070.and adjusted by the National Geodetic Survey in 1992..
 AE1070.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE1070.rate of 1.1 thru 2.0 mm/km.
 AE1070
 AE1070.The geoid height was determined by GEOID03.
 AE1070
 AE1070.The dynamic height is computed by dividing the NAVD 88
 AE1070.geopotential number by the normal gravity value computed on the
 AE1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1070.degrees latitude (g = 980.6199 gals.).
 AE1070
 AE1070.The modeled gravity was interpolated from observed gravity values.
 AE1070
 AE1070;                    North         East    Units  Estimated Accuracy
 AE1070;SPC TX S     - 5,134,470.      219,940.      MT  (+/- 180 meters Scaled)
 AE1070
 AE1070                          SUPERSEDED SURVEY CONTROL
 AE1070
 AE1070  NGVD 29 (??/??/92)   86.678  (m)          284.38   (f) ADJ UNCH    1 2
 AE1070
 AE1070.Superseded values are not recommended for survey control.
 AE1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1070.See file dsdata.txt to determine how the superseded data were derived.
 AE1070
 AE1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ696729(NAD 83)
 AE1070_MARKER: DB = BENCH MARK DISK
 AE1070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1070_SP_SET: CULVERT
 AE1070_STAMPING: U 1080 1956
 AE1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1070
 AE1070  HISTORY     - Date     Condition        Report By
 AE1070  HISTORY     - 1956     MONUMENTED       CGS
 AE1070  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1070
 AE1070                          STATION DESCRIPTION
 AE1070
 AE1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1070'3.4 MI SW FROM ZAPATA.
 AE1070'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1070'ZAPATA, AT AN INTERSECTION WITH OLD U.S. HIGHWAY 83, 332 FEET
 AE1070'NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE OLD AND NEW
 AE1070'HIGHWAYS, 23 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, SET
 AE1070'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A LARGE
 AE1070'CONCRETE CULVERT.
 AE1070
 AE1070                          STATION RECOVERY (1981)
 AE1070
 AE1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1070'NOT SEARCHED FOR, PRESUMED UNDER WATER DUE TO RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0802 ***********************************************************************
 AJ0802  DESIGNATION -  U 1081
 AJ0802  PID         -  AJ0802
 AJ0802  STATE/COUNTY-  TX/ZAPATA
 AJ0802  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0802
 AJ0802                         *CURRENT SURVEY CONTROL
 AJ0802  ___________________________________________________________________
 AJ0802* NAD 83(1986)-  27 04 16.     (N)    099 25 50.     (W)     SCALED    
 AJ0802* NAVD 88     -       100.257  (meters)     328.93   (feet)  ADJUSTED  
 AJ0802  ___________________________________________________________________
 AJ0802  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AJ0802  DYNAMIC HT  -         100.096 (meters)     328.40  (feet)  COMP
 AJ0802  MODELED GRAV-     979,041.7   (mgal)                       NAVD 88
 AJ0802
 AJ0802  VERT ORDER  -  FIRST     CLASS II
 AJ0802
 AJ0802.The horizontal coordinates were scaled from a topographic map and have
 AJ0802.an estimated accuracy of +/- 6 seconds.
 AJ0802
 AJ0802.The orthometric height was determined by differential leveling
 AJ0802.and adjusted by the National Geodetic Survey in June 1991..
 AJ0802
 AJ0802.The geoid height was determined by GEOID03.
 AJ0802
 AJ0802.The dynamic height is computed by dividing the NAVD 88
 AJ0802.geopotential number by the normal gravity value computed on the
 AJ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0802.degrees latitude (g = 980.6199 gals.).
 AJ0802
 AJ0802.The modeled gravity was interpolated from observed gravity values.
 AJ0802
 AJ0802;                    North         East    Units  Estimated Accuracy
 AJ0802;SPC TX S     - 5,155,940.      207,710.      MT  (+/- 180 meters Scaled)
 AJ0802
 AJ0802                          SUPERSEDED SURVEY CONTROL
 AJ0802
 AJ0802  NGVD 29 (??/??/92)  100.316  (m)          329.12   (f) ADJ UNCH    1 2
 AJ0802
 AJ0802.Superseded values are not recommended for survey control.
 AJ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0802.See file dsdata.txt to determine how the superseded data were derived.
 AJ0802
 AJ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ573943(NAD 83)
 AJ0802_MARKER: DB = BENCH MARK DISK
 AJ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0802_STAMPING: U 1081 1957
 AJ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0802+STABILITY: SURFACE MOTION
 AJ0802
 AJ0802  HISTORY     - Date     Condition        Report By
 AJ0802  HISTORY     - 1957     MONUMENTED       CGS
 AJ0802  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0802  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0802  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0802
 AJ0802                          STATION DESCRIPTION
 AJ0802
 AJ0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0802'2.0 MI N FROM SAN YGNACIO.
 AJ0802'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0802'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 1.6 MILES NORTH ALONG U.S.
 AJ0802'HIGHWAY 83, 136 FEET NORTH OF THE WEST END OF A CULVERT, 48 FEET WEST
 AJ0802'OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER OF AN
 AJ0802'ENTRANCE TO A FIELD, 10.5 FEET SOUTH OF A POWER POLE, 1.5 FEET EAST OF
 AJ0802'A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AJ0802'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AJ0802
 AJ0802                          STATION RECOVERY (1975)
 AJ0802
 AJ0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0802'MARK NOT FOUND.
 AJ0802
 AJ0802                          STATION RECOVERY (1981)
 AJ0802
 AJ0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0802'MARK NOT RECOVERED.
 AJ0802
 AJ0802                          STATION RECOVERY (1988)
 AJ0802
 AJ0802'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0838 ***********************************************************************
 AJ0838  DESIGNATION -  U 1082
 AJ0838  PID         -  AJ0838
 AJ0838  STATE/COUNTY-  TX/ZAPATA
 AJ0838  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0838
 AJ0838                         *CURRENT SURVEY CONTROL
 AJ0838  ___________________________________________________________________
 AJ0838* NAD 83(1986)-  27 16 28.     (N)    099 25 18.     (W)     SCALED    
 AJ0838* NAVD 88     -       143.360  (meters)     470.34   (feet)  ADJUSTED  
 AJ0838  ___________________________________________________________________
 AJ0838  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AJ0838  DYNAMIC HT  -         143.131 (meters)     469.59  (feet)  COMP
 AJ0838  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 AJ0838
 AJ0838  VERT ORDER  -  FIRST     CLASS II
 AJ0838
 AJ0838.The horizontal coordinates were scaled from a topographic map and have
 AJ0838.an estimated accuracy of +/- 6 seconds.
 AJ0838
 AJ0838.The orthometric height was determined by differential leveling
 AJ0838.and adjusted by the National Geodetic Survey in June 1991..
 AJ0838
 AJ0838.The geoid height was determined by GEOID03.
 AJ0838
 AJ0838.The dynamic height is computed by dividing the NAVD 88
 AJ0838.geopotential number by the normal gravity value computed on the
 AJ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0838.degrees latitude (g = 980.6199 gals.).
 AJ0838
 AJ0838.The modeled gravity was interpolated from observed gravity values.
 AJ0838
 AJ0838;                    North         East    Units  Estimated Accuracy
 AJ0838;SPC TX S     - 5,178,460.      208,750.      MT  (+/- 180 meters Scaled)
 AJ0838
 AJ0838                          SUPERSEDED SURVEY CONTROL
 AJ0838
 AJ0838  NGVD 29 (??/??/92)  143.409  (m)          470.50   (f) ADJ UNCH    1 2
 AJ0838
 AJ0838.Superseded values are not recommended for survey control.
 AJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0838.See file dsdata.txt to determine how the superseded data were derived.
 AJ0838
 AJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR582169(NAD 83)
 AJ0838_MARKER: DB = BENCH MARK DISK
 AJ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0838_STAMPING: U 1082 1957
 AJ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0838+STABILITY: SURFACE MOTION
 AJ0838
 AJ0838  HISTORY     - Date     Condition        Report By
 AJ0838  HISTORY     - 1957     MONUMENTED       CGS
 AJ0838  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0838  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0838  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0838
 AJ0838                          STATION DESCRIPTION
 AJ0838
 AJ0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0838'15.9 MI N FROM SAN YGNACIO.
 AJ0838'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0838'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 15.5 MILES NORTH ALONG U.S.
 AJ0838'HIGHWAY 83, 0.8 MILE SOUTH OF THE WEBB AND ZAPATA COUNTY LINE, 50 FEET
 AJ0838'WEST OF THE CENTER LINE OF THE HIGHWAY, 106 FEET NORTH OF A POWER
 AJ0838'POLE, 1.5 FEET EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, 1.0
 AJ0838'MILE SOUTH OF BENCH MARK T 1082, SET IN THE TOP OF A CONCRETE POST
 AJ0838'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0838
 AJ0838                          STATION RECOVERY (1975)
 AJ0838
 AJ0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0838'MARK NOT FOUND.
 AJ0838
 AJ0838                          STATION RECOVERY (1981)
 AJ0838
 AJ0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0838'MARK NOT RECOVERED THIS DATE.
 AJ0838
 AJ0838                          STATION RECOVERY (1988)
 AJ0838
 AJ0838'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0764 ***********************************************************************
 AJ0764  DESIGNATION -  U 1083
 AJ0764  PID         -  AJ0764
 AJ0764  STATE/COUNTY-  TX/WEBB
 AJ0764  USGS QUAD   -  LAREDO WEST (1980)
 AJ0764
 AJ0764                         *CURRENT SURVEY CONTROL
 AJ0764  ___________________________________________________________________
 AJ0764* NAD 83(1986)-  27 35 35.     (N)    099 30 44.     (W)     SCALED    
 AJ0764* NAVD 88     -       136.586  (meters)     448.12   (feet)  POSTED    
 AJ0764  ___________________________________________________________________
 AJ0764  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ0764  DYNAMIC HT  -         136.370 (meters)     447.41  (feet)  COMP
 AJ0764  MODELED GRAV-     979,075.6   (mgal)                       NAVD 88
 AJ0764
 AJ0764  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ0764
 AJ0764.The horizontal coordinates were scaled from a topographic map and have
 AJ0764.an estimated accuracy of +/- 6 seconds.
 AJ0764
 AJ0764.The orthometric height was determined by differential leveling
 AJ0764.and adjusted by the National Geodetic Survey in 1992..
 AJ0764.No vertical observational check was made to the station.
 AJ0764.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ0764.was located on a no-check spur therefore a value was not computed.
 AJ0764
 AJ0764.The geoid height was determined by GEOID03.
 AJ0764
 AJ0764.The dynamic height is computed by dividing the NAVD 88
 AJ0764.geopotential number by the normal gravity value computed on the
 AJ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0764.degrees latitude (g = 980.6199 gals.).
 AJ0764
 AJ0764.The modeled gravity was interpolated from observed gravity values.
 AJ0764
 AJ0764;                    North         East    Units  Estimated Accuracy
 AJ0764;SPC TX S     - 5,213,830.      200,070.      MT  (+/- 180 meters Scaled)
 AJ0764
 AJ0764                          SUPERSEDED SURVEY CONTROL
 AJ0764
 AJ0764  NGVD 29 (??/??/92)  136.576  (m)          448.08   (f) ADJ UNCH    1 2
 AJ0764
 AJ0764.Superseded values are not recommended for survey control.
 AJ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0764.See file dsdata.txt to determine how the superseded data were derived.
 AJ0764
 AJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR494522(NAD 83)
 AJ0764_MARKER: DB = BENCH MARK DISK
 AJ0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0764_SP_SET: CULVERT
 AJ0764_STAMPING: U 1083 1957
 AJ0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0764
 AJ0764  HISTORY     - Date     Condition        Report By
 AJ0764  HISTORY     - 1957     MONUMENTED       CGS
 AJ0764  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ0764
 AJ0764                          STATION DESCRIPTION
 AJ0764
 AJ0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0764'6.2 MI N FROM LAREDO.
 AJ0764'4.6 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0764'FROM THE STATION AT LAREDO, THENCE 1.6 MILES NORTHWEST ALONG AN OILED
 AJ0764'ROAD, 200 FEET WEST OF AND ACROSS THE ROAD FROM THE WEST CORNER OF A
 AJ0764'CATHOLIC CHURCH, 40 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 AJ0764'DRIVEWAY, 17 FEET SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD, SET
 AJ0764'IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A TWIN 36 INCH
 AJ0764'PIPE CULVERT.
 AJ0764
 AJ0764                          STATION RECOVERY (2002)
 AJ0764
 AJ0764'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0894 ***********************************************************************
 AY0894  DESIGNATION -  U 1084
 AY0894  PID         -  AY0894
 AY0894  STATE/COUNTY-  TX/BEXAR
 AY0894  USGS QUAD   -  MACDONA (1991)
 AY0894
 AY0894                         *CURRENT SURVEY CONTROL
 AY0894  ___________________________________________________________________
 AY0894* NAD 83(1986)-  29 19 39.     (N)    098 43 46.     (W)     SCALED    
 AY0894* NAVD 88     -       201.358  (meters)     660.62   (feet)  ADJUSTED  
 AY0894  ___________________________________________________________________
 AY0894  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AY0894  DYNAMIC HT  -         201.068 (meters)     659.67  (feet)  COMP
 AY0894  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 AY0894
 AY0894  VERT ORDER  -  FIRST     CLASS II
 AY0894
 AY0894.The horizontal coordinates were scaled from a topographic map and have
 AY0894.an estimated accuracy of +/- 6 seconds.
 AY0894
 AY0894.The orthometric height was determined by differential leveling
 AY0894.and adjusted by the National Geodetic Survey in June 1991..
 AY0894
 AY0894.The geoid height was determined by GEOID03.
 AY0894
 AY0894.The dynamic height is computed by dividing the NAVD 88
 AY0894.geopotential number by the normal gravity value computed on the
 AY0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0894.degrees latitude (g = 980.6199 gals.).
 AY0894
 AY0894.The modeled gravity was interpolated from observed gravity values.
 AY0894
 AY0894;                    North         East    Units  Estimated Accuracy
 AY0894;SPC TXSC     - 4,165,620.      626,280.      MT  (+/- 180 meters Scaled)
 AY0894
 AY0894                          SUPERSEDED SURVEY CONTROL
 AY0894
 AY0894  NGVD 29 (??/??/92)  201.229  (m)          660.20   (f) ADJ UNCH    1 2
 AY0894
 AY0894.Superseded values are not recommended for survey control.
 AY0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0894.See file dsdata.txt to determine how the superseded data were derived.
 AY0894
 AY0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT262443(NAD 83)
 AY0894_MARKER: DB = BENCH MARK DISK
 AY0894_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0894_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0894_STAMPING: U 1084 1957
 AY0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0894
 AY0894  HISTORY     - Date     Condition        Report By
 AY0894  HISTORY     - 1957     MONUMENTED       CGS
 AY0894  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0894  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0894
 AY0894                          STATION DESCRIPTION
 AY0894
 AY0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0894'2.1 MI W FROM MACDONA.
 AY0894'2.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0894'STATION SIGN AT MACDONA, 8 POLES EAST OF MILEPOST 229, 2 POLES EAST OF
 AY0894'THE EAST END OF A BRIDGE, AT THE WEST END OF A SMALL CUT, 34 FEET
 AY0894'SOUTH OF THE SOUTH RAIL, 43 FEET NORTH OF THE CENTER LINE OF AN OILED
 AY0894'ROAD, 5 FEET SOUTH OF A TELEPHONE POLE, 2.5 FEET WEST OF A WITNESS
 AY0894'POST, CLAMPED ON THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD WHICH
 AY0894'IS DRIVEN 16 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH
 AY0894'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0894
 AY0894                          STATION RECOVERY (1986)
 AY0894
 AY0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0894'MARK NOT FOUND.
 AY0894
 AY0894                          STATION RECOVERY (1999)
 AY0894
 AY0894'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0400 ***********************************************************************
 AO0400  DESIGNATION -  U 1085
 AO0400  PID         -  AO0400
 AO0400  STATE/COUNTY-  TX/DIMMIT
 AO0400  USGS QUAD   -  ASHERTON (1982)
 AO0400
 AO0400                         *CURRENT SURVEY CONTROL
 AO0400  ___________________________________________________________________
 AO0400* NAD 83(1986)-  28 29 01.     (N)    099 48 34.     (W)     SCALED    
 AO0400* NAVD 88     -       178.634  (meters)     586.07   (feet)  ADJUSTED  
 AO0400  ___________________________________________________________________
 AO0400  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AO0400  DYNAMIC HT  -         178.365 (meters)     585.19  (feet)  COMP
 AO0400  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 AO0400
 AO0400  VERT ORDER  -  FIRST     CLASS II
 AO0400
 AO0400.The horizontal coordinates were scaled from a topographic map and have
 AO0400.an estimated accuracy of +/- 6 seconds.
 AO0400
 AO0400.The orthometric height was determined by differential leveling
 AO0400.and adjusted by the National Geodetic Survey in June 1991..
 AO0400.WARNING-Repeat measurements at this control monument indicate possible
 AO0400.vertical movement.
 AO0400
 AO0400.The geoid height was determined by GEOID03.
 AO0400
 AO0400.The dynamic height is computed by dividing the NAVD 88
 AO0400.geopotential number by the normal gravity value computed on the
 AO0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0400.degrees latitude (g = 980.6199 gals.).
 AO0400
 AO0400.The modeled gravity was interpolated from observed gravity values.
 AO0400
 AO0400;                    North         East    Units  Estimated Accuracy
 AO0400;SPC TXSC     - 4,072,350.      520,740.      MT  (+/- 180 meters Scaled)
 AO0400
 AO0400                          SUPERSEDED SURVEY CONTROL
 AO0400
 AO0400  NGVD 29 (??/??/92)  178.525  (m)          585.71   (f) ADJ UNCH    1 2
 AO0400
 AO0400.Superseded values are not recommended for survey control.
 AO0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0400.See file dsdata.txt to determine how the superseded data were derived.
 AO0400
 AO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS207510(NAD 83)
 AO0400_MARKER: DB = BENCH MARK DISK
 AO0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0400_STAMPING: U 1085 1957
 AO0400_MARK LOGO: CGS   
 AO0400_PROJECTION: FLUSH
 AO0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0400+STABILITY: SURFACE MOTION
 AO0400
 AO0400  HISTORY     - Date     Condition        Report By
 AO0400  HISTORY     - 1957     MONUMENTED       CGS
 AO0400  HISTORY     - 1975     GOOD             USGS
 AO0400  HISTORY     - 1982     GOOD             NGS
 AO0400  HISTORY     - 19970621 GOOD             USPSQD
 AO0400
 AO0400                          STATION DESCRIPTION
 AO0400
 AO0400'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AO0400'4.15 MI NW FROM ASHERTON.
 AO0400'4.15 MILES NORTHWEST ALONG US HWY 83 FROM THE CROSSING OF HWY 83 AND
 AO0400'FM 190 AT ASHERTON, 0.3 MILE SOUTHEAST OF A LARGE FRUIT WAREHOUSE,
 AO0400'ACROSS THE HIGHWAY FROM A HOUSE, 74 FEET NORTHEAST OF THE CENTERLINE
 AO0400'OF THE HIGHWAY, 20 FEET NORTHWEST OF THE CENTER OF A GATE, 1 FOOT
 AO0400'SOUTHWEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK SET IN CONCRETE,
 AO0400'0.5 FOOT ABOVE GROUND.
 AO0400
 AO0400                          STATION RECOVERY (1982)
 AO0400
 AO0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0400'ONE BLOCK SOUTHEAST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0400'SPRINGS, THENCE 0.5 KM (0.3 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 277
 AO0400'TO THE JUNCTION OF U.S. HIGHWAY 277 AND U.S. HIGHWAY 83, THENCE 6.5 KM
 AO0400'(4.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 83, 0.5 KM (0.3 MI) NORTHWEST
 AO0400'OF JUNCTION U.S. HIGHWAY 83 AND FARM ROAD 1557, ALSO 2.95 KM (1.85 MI)
 AO0400'NORTHWEST ALONG FARM ROAD 190 (FORMERLY U.S. HIGHWAY 83) FROM THE POST
 AO0400'OFFICE IN ASHERTON, TO THE JUNCTION OF FARM ROAD 190 AND U.S. HIGHWAY
 AO0400'83, THENCE 4.6 KM (2.85 MI) NORTHWEST ALONG U.S. HIGHWAY 83, ACROSS
 AO0400'HIGHWAY FROM A HOUSE, 22.5 METERS (74.0 FT) NORTHEAST OF CENTERLINE OF
 AO0400'HIGHWAY, 6.1 METERS (20.0 FT) NORTHWEST OF CENTER OF WIRE GATE, AND
 AO0400'0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 AO0400'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AO0400'THE MARK IS 1.5 M ABOVE HIGHWAY.
 AO0400
 AO0400                          STATION RECOVERY (1997)
 AO0400
 AO0400'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0008 ***********************************************************************
 AP0008  DESIGNATION -  U 1086 RESET 1964
 AP0008  PID         -  AP0008
 AP0008  STATE/COUNTY-  TX/DIMMIT
 AP0008  USGS QUAD   -  COMETA (1974)
 AP0008
 AP0008                         *CURRENT SURVEY CONTROL
 AP0008  ___________________________________________________________________
 AP0008* NAD 83(1986)-  28 37 33.     (N)    100 04 09.     (W)     SCALED    
 AP0008* NAVD 88     -       206.637  (meters)     677.94   (feet)  ADJUSTED  
 AP0008  ___________________________________________________________________
 AP0008  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AP0008  DYNAMIC HT  -         206.330 (meters)     676.93  (feet)  COMP
 AP0008  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 AP0008
 AP0008  VERT ORDER  -  FIRST     CLASS II
 AP0008
 AP0008.The horizontal coordinates were scaled from a topographic map and have
 AP0008.an estimated accuracy of +/- 6 seconds.
 AP0008
 AP0008.The orthometric height was determined by differential leveling
 AP0008.and adjusted by the National Geodetic Survey in June 1991..
 AP0008
 AP0008.The geoid height was determined by GEOID03.
 AP0008
 AP0008.The dynamic height is computed by dividing the NAVD 88
 AP0008.geopotential number by the normal gravity value computed on the
 AP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0008.degrees latitude (g = 980.6199 gals.).
 AP0008
 AP0008.The modeled gravity was interpolated from observed gravity values.
 AP0008
 AP0008;                    North         East    Units  Estimated Accuracy
 AP0008;SPC TXSC     - 4,088,310.      495,460.      MT  (+/- 180 meters Scaled)
 AP0008
 AP0008                          SUPERSEDED SURVEY CONTROL
 AP0008
 AP0008  NGVD 29 (??/??/??)  206.51   (m)          677.5    (f) RESET       3  
 AP0008
 AP0008.Superseded values are not recommended for survey control.
 AP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0008.See file dsdata.txt to determine how the superseded data were derived.
 AP0008
 AP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS954670(NAD 83)
 AP0008_MARKER: DB = BENCH MARK DISK
 AP0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0008_STAMPING: U 1086 RESET 1964
 AP0008_MARK LOGO: CGS   
 AP0008_PROJECTION: PROJECTING 15 CENTIMETERS
 AP0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0008+STABILITY: SURFACE MOTION
 AP0008
 AP0008  HISTORY     - Date     Condition        Report By
 AP0008  HISTORY     - 1964     MONUMENTED       CGS
 AP0008  HISTORY     - 1982     GOOD             NGS
 AP0008
 AP0008                          STATION DESCRIPTION
 AP0008
 AP0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AP0008'16.25 MI NW FROM CARRIZO SPRINGS.
 AP0008'ABOUT 16.25 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN
 AP0008'ANTONIO, UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 75 FEET
 AP0008'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 85 FEET EAST OF THE CENTER OF
 AP0008'A GATE, 3 FEET EAST OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY
 AP0008'DEPARTMENT BASE LINE STATION 148 + 00.  A STANDARD DISK SET IN A 12 X
 AP0008'12 IN. CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 AP0008'GROUND.
 AP0008
 AP0008                          STATION RECOVERY (1982)
 AP0008
 AP0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0008'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0008'SPRINGS, THENCE 26.65 KM (16.55 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AP0008'AT A PRIVATE ROAD CROSSING AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 AP0008'STATION 148.+00, 29.5 METERS (97.0 FT) EAST OF THE CENTER OF A GATE,
 AP0008'27.4 METERS (90.0 FT) EAST OF CENTER OF EAST END OF CONCRETE CULVERT
 AP0008'UNDER PRIVATE ROAD, 23.1 METERS (76.0 FT) SOUTH OF CENTERLINE OF THE
 AP0008'HIGHWAY, AND 0.3 METER (1.0 FT) SOUTH OF A FENCE.
 AP0008'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 AP0008'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0036 ***********************************************************************
 AP0036  DESIGNATION -  U 1087
 AP0036  PID         -  AP0036
 AP0036  STATE/COUNTY-  TX/MAVERICK
 AP0036  USGS QUAD   -  SACATOSA TANK (1974)
 AP0036
 AP0036                         *CURRENT SURVEY CONTROL
 AP0036  ___________________________________________________________________
 AP0036* NAD 83(1986)-  28 39 06.     (N)    100 13 11.     (W)     SCALED    
 AP0036* NAVD 88     -       239.207  (meters)     784.80   (feet)  ADJUSTED  
 AP0036  ___________________________________________________________________
 AP0036  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AP0036  DYNAMIC HT  -         238.850 (meters)     783.63  (feet)  COMP
 AP0036  MODELED GRAV-     979,146.5   (mgal)                       NAVD 88
 AP0036
 AP0036  VERT ORDER  -  FIRST     CLASS II
 AP0036
 AP0036.The horizontal coordinates were scaled from a topographic map and have
 AP0036.an estimated accuracy of +/- 6 seconds.
 AP0036
 AP0036.The orthometric height was determined by differential leveling
 AP0036.and adjusted by the National Geodetic Survey in June 1991..
 AP0036
 AP0036.The geoid height was determined by GEOID03.
 AP0036
 AP0036.The dynamic height is computed by dividing the NAVD 88
 AP0036.geopotential number by the normal gravity value computed on the
 AP0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0036.degrees latitude (g = 980.6199 gals.).
 AP0036
 AP0036.The modeled gravity was interpolated from observed gravity values.
 AP0036
 AP0036;                    North         East    Units  Estimated Accuracy
 AP0036;SPC TXSC     - 4,091,320.      480,770.      MT  (+/- 180 meters Scaled)
 AP0036
 AP0036                          SUPERSEDED SURVEY CONTROL
 AP0036
 AP0036.No superseded survey control is available for this station.
 AP0036
 AP0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS807700(NAD 83)
 AP0036_MARKER: DB = BENCH MARK DISK
 AP0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0036_SP_SET: CULVERT
 AP0036_STAMPING: U 1087 195M
 AP0036_MARK LOGO: CGS   
 AP0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0036
 AP0036  HISTORY     - Date     Condition        Report By
 AP0036  HISTORY     - 1957     MONUMENTED       CGS
 AP0036  HISTORY     - 1982     GOOD             NGS
 AP0036
 AP0036                          STATION DESCRIPTION
 AP0036
 AP0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0036'17.65 MI E FROM EAGLE PASS.
 AP0036'17.65 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0036'RAILROAD STATION AT EAGLE PASS, 22.5 FEET SOUTH OF THE CENTER LINE OF
 AP0036'THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF A
 AP0036'CONCRETE CULVERT.
 AP0036
 AP0036                          STATION RECOVERY (1982)
 AP0036
 AP0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0365 ***********************************************************************
 AO0365  DESIGNATION -  U 1088
 AO0365  PID         -  AO0365
 AO0365  STATE/COUNTY-  TX/DIMMIT
 AO0365  USGS QUAD   -  CATARINA (1982)
 AO0365
 AO0365                         *CURRENT SURVEY CONTROL
 AO0365  ___________________________________________________________________
 AO0365* NAD 83(1986)-  28 16 18.     (N)    099 36 53.     (W)     SCALED    
 AO0365* NAVD 88     -       152.733  (meters)     501.09   (feet)  ADJUSTED  
 AO0365  ___________________________________________________________________
 AO0365  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0365  DYNAMIC HT  -         152.501 (meters)     500.33  (feet)  COMP
 AO0365  MODELED GRAV-     979,118.3   (mgal)                       NAVD 88
 AO0365
 AO0365  VERT ORDER  -  FIRST     CLASS II
 AO0365
 AO0365.The horizontal coordinates were scaled from a topographic map and have
 AO0365.an estimated accuracy of +/- 6 seconds.
 AO0365
 AO0365.The orthometric height was determined by differential leveling
 AO0365.and adjusted by the National Geodetic Survey in June 1991..
 AO0365
 AO0365.The geoid height was determined by GEOID03.
 AO0365
 AO0365.The dynamic height is computed by dividing the NAVD 88
 AO0365.geopotential number by the normal gravity value computed on the
 AO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0365.degrees latitude (g = 980.6199 gals.).
 AO0365
 AO0365.The modeled gravity was interpolated from observed gravity values.
 AO0365
 AO0365;                    North         East    Units  Estimated Accuracy
 AO0365;SPC TXSC     - 4,048,740.      539,690.      MT  (+/- 180 meters Scaled)
 AO0365
 AO0365                          SUPERSEDED SURVEY CONTROL
 AO0365
 AO0365  NGVD 29 (??/??/92)  152.572  (m)          500.56   (f) ADJ UNCH    1 2
 AO0365
 AO0365.Superseded values are not recommended for survey control.
 AO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0365.See file dsdata.txt to determine how the superseded data were derived.
 AO0365
 AO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS397274(NAD 83)
 AO0365_MARKER: DB = BENCH MARK DISK
 AO0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0365_STAMPING: U 1088 1957
 AO0365_MARK LOGO: CGS   
 AO0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0365+STABILITY: SURFACE MOTION
 AO0365
 AO0365  HISTORY     - Date     Condition        Report By
 AO0365  HISTORY     - 1957     MONUMENTED       CGS
 AO0365  HISTORY     - 1972     GOOD             NGS
 AO0365  HISTORY     - 1982     GOOD             NGS
 AO0365  HISTORY     - 19970802 GOOD             USPSQD
 AO0365
 AO0365                          STATION DESCRIPTION
 AO0365
 AO0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0365'5.65 MI SE FROM CATARINA.
 AO0365'5.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0365'CATARINA, 86 FEET SOUTHEAST OF A POWER POLE, 100 FEET WEST OF THE
 AO0365'CENTER LINE OF THE HIGHWAY, 48 FEET WEST OF A FENCE, 33 FEET NORTHEAST
 AO0365'OF A FENCE, AT A 45 DEGREE CURVE IN A POWER LINE, 7.8 FEET NORTH OF A
 AO0365'CONCRETE HIGHWAY RIGHT OF WAY MARKER POST, 1.7 FEET NORTHWEST OF A
 AO0365'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AO0365'FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS 87.0 FEET WEST OF THE
 AO0365'CENTERLINE OF US HIGHWAY 83, 23.5 FEET NORTH OF THE CENTER OF A METAL
 AO0365'GATE, 1.7 FEET EAST OF A FENCE AND 1.2 FEET SOUTH OF A WITNESS POST.
 AO0365
 AO0365                          STATION RECOVERY (1972)
 AO0365
 AO0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AO0365'RECOVERED IN GOOD CONDITION.
 AO0365
 AO0365                          STATION RECOVERY (1982)
 AO0365
 AO0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0365'RECOVERED IN GOOD CONDITION.
 AO0365
 AO0365                          STATION RECOVERY (1997)
 AO0365
 AO0365'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0077 ***********************************************************************
 AP0077  DESIGNATION -  U 1089
 AP0077  PID         -  AP0077
 AP0077  STATE/COUNTY-  TX/MAVERICK
 AP0077  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0077
 AP0077                         *CURRENT SURVEY CONTROL
 AP0077  ___________________________________________________________________
 AP0077* NAD 83(1986)-  28 42 23.     (N)    100 29 01.     (W)     SCALED    
 AP0077* NAVD 88     -       249.940  (meters)     820.01   (feet)  ADJUSTED  
 AP0077  ___________________________________________________________________
 AP0077  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0077  DYNAMIC HT  -         249.567 (meters)     818.79  (feet)  COMP
 AP0077  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 AP0077
 AP0077  VERT ORDER  -  FIRST     CLASS II
 AP0077
 AP0077.This mark is at Eagle Pass Municipal Airport (EGP)
 AP0077
 AP0077.The horizontal coordinates were scaled from a topographic map and have
 AP0077.an estimated accuracy of +/- 6 seconds.
 AP0077
 AP0077.The orthometric height was determined by differential leveling
 AP0077.and adjusted by the National Geodetic Survey in June 1991..
 AP0077.WARNING-Repeat measurements at this control monument indicate possible
 AP0077.vertical movement.
 AP0077
 AP0077.The geoid height was determined by GEOID03.
 AP0077
 AP0077.The dynamic height is computed by dividing the NAVD 88
 AP0077.geopotential number by the normal gravity value computed on the
 AP0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0077.degrees latitude (g = 980.6199 gals.).
 AP0077
 AP0077.The modeled gravity was interpolated from observed gravity values.
 AP0077
 AP0077;                    North         East    Units  Estimated Accuracy
 AP0077;SPC TXSC     - 4,097,680.      455,050.      MT  (+/- 180 meters Scaled)
 AP0077
 AP0077                          SUPERSEDED SURVEY CONTROL
 AP0077
 AP0077  NGVD 29 (??/??/92)  249.737  (m)          819.35   (f) ADJ UNCH    1 2
 AP0077
 AP0077.Superseded values are not recommended for survey control.
 AP0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0077.See file dsdata.txt to determine how the superseded data were derived.
 AP0077
 AP0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS550763(NAD 83)
 AP0077_MARKER: DB = BENCH MARK DISK
 AP0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0077_STAMPING: U 1089 1957
 AP0077_MARK LOGO: CGS   
 AP0077_PROJECTION: FLUSH
 AP0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0077+STABILITY: SURFACE MOTION
 AP0077
 AP0077  HISTORY     - Date     Condition        Report By
 AP0077  HISTORY     - 1957     MONUMENTED       CGS
 AP0077  HISTORY     - 1982     GOOD             NGS
 AP0077
 AP0077                          STATION DESCRIPTION
 AP0077
 AP0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0077'1.1 MI E FROM EAGLE PASS.
 AP0077'0.9 MILE EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0077'RAILROAD STATION AT EAGLE PASS, THENCE 0.2 MILE SOUTH ALONG AN OILED
 AP0077'ROAD, AT THE EAGLE PASS AIRPORT, 34 FEET EAST OF THE CENTER LINE OF AN
 AP0077'OILED ROAD, 3.8 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CLAY TILE
 AP0077'BUILDING WHICH IS USED AS AN OFFICE, WORKSHOP AND HANGAR, SET IN THE
 AP0077'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AP0077
 AP0077                          STATION RECOVERY (1982)
 AP0077
 AP0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0077'1.9 KM (1.2 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0077'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0077'STREET AND MADISON STREET, THENCE 0.3 KM (0.2 MI) SOUTH ALONG FARM
 AP0077'ROAD 375 TOWARDS THE AIRPORT, 10.3 METERS (34.0 FT) EAST OF CENTERLINE
 AP0077'OF HIGHWAY, AND 1.1 METERS (3.8 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 AP0077'OF A CLAY TILE BUILDING WHICH IS USED AS AN OFFICE, WORKSHOP, AND
 AP0077'HANGER.
 AP0077'THE MARK IS ABOVE LEVEL WITH OIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0085 ***********************************************************************
 AZ0085  DESIGNATION -  U 1090
 AZ0085  PID         -  AZ0085
 AZ0085  STATE/COUNTY-  TX/KINNEY
 AZ0085  USGS QUAD   -  CLINE (1974)
 AZ0085
 AZ0085                         *CURRENT SURVEY CONTROL
 AZ0085  ___________________________________________________________________
 AZ0085* NAD 83(1986)-  29 14 10.     (N)    100 06 45.     (W)     SCALED    
 AZ0085* NAVD 88     -       308.084  (meters)    1010.77   (feet)  ADJUSTED  
 AZ0085  ___________________________________________________________________
 AZ0085  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AZ0085  DYNAMIC HT  -         307.635 (meters)    1009.30  (feet)  COMP
 AZ0085  MODELED GRAV-     979,177.8   (mgal)                       NAVD 88
 AZ0085
 AZ0085  VERT ORDER  -  FIRST     CLASS II
 AZ0085
 AZ0085.The horizontal coordinates were scaled from a topographic map and have
 AZ0085.an estimated accuracy of +/- 6 seconds.
 AZ0085
 AZ0085.The orthometric height was determined by differential leveling
 AZ0085.and adjusted by the National Geodetic Survey in June 1991..
 AZ0085
 AZ0085.The geoid height was determined by GEOID03.
 AZ0085
 AZ0085.The dynamic height is computed by dividing the NAVD 88
 AZ0085.geopotential number by the normal gravity value computed on the
 AZ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0085.degrees latitude (g = 980.6199 gals.).
 AZ0085
 AZ0085.The modeled gravity was interpolated from observed gravity values.
 AZ0085
 AZ0085;                    North         East    Units  Estimated Accuracy
 AZ0085;SPC TXSC     - 4,155,980.      491,860.      MT  (+/- 180 meters Scaled)
 AZ0085
 AZ0085                          SUPERSEDED SURVEY CONTROL
 AZ0085
 AZ0085  NGVD 29 (??/??/92)  307.965  (m)         1010.38   (f) ADJ UNCH    1 2
 AZ0085
 AZ0085.Superseded values are not recommended for survey control.
 AZ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0085.See file dsdata.txt to determine how the superseded data were derived.
 AZ0085
 AZ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT918346(NAD 83)
 AZ0085_MARKER: DB = BENCH MARK DISK
 AZ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0085_STAMPING: U 1090 1957
 AZ0085_MARK LOGO: CGS   
 AZ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0085+STABILITY: SURFACE MOTION
 AZ0085
 AZ0085  HISTORY     - Date     Condition        Report By
 AZ0085  HISTORY     - 1957     MONUMENTED       CGS
 AZ0085  HISTORY     - 1982     GOOD             NGS
 AZ0085
 AZ0085                          STATION DESCRIPTION
 AZ0085
 AZ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0085'1.8 MI W FROM CLINE.
 AZ0085'1.8 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0085'STATION AT CLINE, AT THE KINNEY AND UVALDE COUNTY LINE, 3 1/2 POLES
 AZ0085'SOUTHWEST OF MILEPOST 321, 155.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AZ0085'67.5 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 90, 44.5 FEET
 AZ0085'NORTHEAST OF A FENCE CORNER, 16.3 FEET SOUTHWEST OF A COUNTY LINE
 AZ0085'MARKER, 2.1 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS
 AZ0085'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AZ0085'THE GROUND.
 AZ0085
 AZ0085                          STATION RECOVERY (1982)
 AZ0085
 AZ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0085'MARK RECOVERED THIS DATE, NOTE, THE RAILROAD STATION AT CLINE HAS BEEN
 AZ0085'REMOVED, 26.3 KM (16.3 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM
 AZ0085'THE JUNCTION OF STATE ROUTE 131 IN SPOFFORD, THENCE EASTERLY ALONG
 AZ0085'U.S. HIGHWAY 90 FOR 9.4 KM (5.8 MI), ALSO 30.2 KM (18.9 MI) WEST
 AZ0085'SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD STATION AT UVALDE,
 AZ0085'THENCE 3.1 KM (1.9 MI) WEST SOUTHWEST ALONG U.S. HIGHWAY 90, AT THE
 AZ0085'COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0059 ***********************************************************************
 AZ0059  DESIGNATION -  U 1091
 AZ0059  PID         -  AZ0059
 AZ0059  STATE/COUNTY-  TX/KINNEY
 AZ0059  USGS QUAD   -  SPOFFORD (1974)
 AZ0059
 AZ0059                         *CURRENT SURVEY CONTROL
 AZ0059  ___________________________________________________________________
 AZ0059* NAD 83(1986)-  29 09 52.     (N)    100 23 49.     (W)     SCALED    
 AZ0059* NAVD 88     -       303.490  (meters)     995.70   (feet)  POSTED    
 AZ0059  ___________________________________________________________________
 AZ0059  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0059  DYNAMIC HT  -         303.050 (meters)     994.26  (feet)  COMP
 AZ0059  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 AZ0059
 AZ0059  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AZ0059
 AZ0059.The horizontal coordinates were scaled from a topographic map and have
 AZ0059.an estimated accuracy of +/- 6 seconds.
 AZ0059
 AZ0059.The orthometric height was determined by differential leveling
 AZ0059.and adjusted by the National Geodetic Survey in 1992..
 AZ0059.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AZ0059.rate greater than 8.0 mm/km.
 AZ0059
 AZ0059.The geoid height was determined by GEOID03.
 AZ0059
 AZ0059.The dynamic height is computed by dividing the NAVD 88
 AZ0059.geopotential number by the normal gravity value computed on the
 AZ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0059.degrees latitude (g = 980.6199 gals.).
 AZ0059
 AZ0059.The modeled gravity was interpolated from observed gravity values.
 AZ0059
 AZ0059;                    North         East    Units  Estimated Accuracy
 AZ0059;SPC TXSC     - 4,148,330.      464,120.      MT  (+/- 180 meters Scaled)
 AZ0059
 AZ0059                          SUPERSEDED SURVEY CONTROL
 AZ0059
 AZ0059  NGVD 29 (??/??/92)  303.326  (m)          995.16   (f) ADJ UNCH    1 2
 AZ0059
 AZ0059.Superseded values are not recommended for survey control.
 AZ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0059.See file dsdata.txt to determine how the superseded data were derived.
 AZ0059
 AZ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT641270(NAD 83)
 AZ0059_MARKER: DB = BENCH MARK DISK
 AZ0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0059_SP_SET: FOUNDATION
 AZ0059_STAMPING: U 1091 1957
 AZ0059_MARK LOGO: CGS   
 AZ0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0059
 AZ0059  HISTORY     - Date     Condition        Report By
 AZ0059  HISTORY     - 1957     MONUMENTED       CGS
 AZ0059  HISTORY     - 1982     POOR             NGS
 AZ0059  HISTORY     - 19960109 MARK NOT FOUND   USPSQD
 AZ0059
 AZ0059                          STATION DESCRIPTION
 AZ0059
 AZ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0059'1.05 MI SE FROM SPOFFORD.
 AZ0059'ABOUT 1.05 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0059'FROM THE STATION AT SPOFFORD, AT THE SOUTHEAST POINT OF THE TRIANGLE
 AZ0059'AT THE INTERSECTION OF THE MAIN LINE OF THE T. AND N.O. R.R. AND A
 AZ0059'BRANCH LINE LEADING SOUTH TO EAGLE PASS, IN A DEEP CUT, 4 1/2 RAILS
 AZ0059'NORTHWEST OF A SWITCH STAND, 25 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 AZ0059'OF THE MAIN TRACK, 7.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AZ0059'SIDE TRACK, IN THE TOP OF AN ABANDONED FOUNDATION FOR A RAILROAD
 AZ0059'SIGNAL AND ABOUT LEVEL WITH THE TOP OF THE RAIL.
 AZ0059
 AZ0059                          STATION RECOVERY (1982)
 AZ0059
 AZ0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0059'THE LARGE SEMAPHORE BASE WAS FOUND LYING ON ITS SIDE, DISK WAS INTACT,
 AZ0059'BUT DISK NOT ABLE TO BE RECLAIMED.
 AZ0059
 AZ0059                          STATION RECOVERY (1996)
 AZ0059
 AZ0059'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0164 ***********************************************************************
 AZ0164  DESIGNATION -  U 1092
 AZ0164  PID         -  AZ0164
 AZ0164  STATE/COUNTY-  TX/KINNEY
 AZ0164  USGS QUAD   -  TEQUESQUITE CREEK NE (1978)
 AZ0164
 AZ0164                         *CURRENT SURVEY CONTROL
 AZ0164  ___________________________________________________________________
 AZ0164* NAD 83(1986)-  29 14 06.     (N)    100 30 38.     (W)     SCALED    
 AZ0164* NAVD 88     -       313.235  (meters)    1027.67   (feet)  ADJUSTED  
 AZ0164  ___________________________________________________________________
 AZ0164  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0164  DYNAMIC HT  -         312.775 (meters)    1026.16  (feet)  COMP
 AZ0164  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 AZ0164
 AZ0164  VERT ORDER  -  FIRST     CLASS II
 AZ0164
 AZ0164.The horizontal coordinates were scaled from a topographic map and have
 AZ0164.an estimated accuracy of +/- 6 seconds.
 AZ0164
 AZ0164.The orthometric height was determined by differential leveling
 AZ0164.and adjusted by the National Geodetic Survey in June 1991..
 AZ0164
 AZ0164.The geoid height was determined by GEOID03.
 AZ0164
 AZ0164.The dynamic height is computed by dividing the NAVD 88
 AZ0164.geopotential number by the normal gravity value computed on the
 AZ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0164.degrees latitude (g = 980.6199 gals.).
 AZ0164
 AZ0164.The modeled gravity was interpolated from observed gravity values.
 AZ0164
 AZ0164;                    North         East    Units  Estimated Accuracy
 AZ0164;SPC TXSC     - 4,156,290.      453,170.      MT  (+/- 180 meters Scaled)
 AZ0164
 AZ0164                          SUPERSEDED SURVEY CONTROL
 AZ0164
 AZ0164  NGVD 29 (??/??/92)  313.144  (m)         1027.37   (f) ADJ UNCH    1 2
 AZ0164
 AZ0164.Superseded values are not recommended for survey control.
 AZ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0164.See file dsdata.txt to determine how the superseded data were derived.
 AZ0164
 AZ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT531349(NAD 83)
 AZ0164_MARKER: DB = BENCH MARK DISK
 AZ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0164_STAMPING: U 1092 1957
 AZ0164_MARK LOGO: CGS   
 AZ0164_PROJECTION: PROJECTING 12 CENTIMETERS
 AZ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0164+STABILITY: SURFACE MOTION
 AZ0164
 AZ0164  HISTORY     - Date     Condition        Report By
 AZ0164  HISTORY     - 1957     MONUMENTED       CGS
 AZ0164  HISTORY     - 1982     GOOD             NGS
 AZ0164  HISTORY     - 19960223 GOOD             USPSQD
 AZ0164
 AZ0164                          STATION DESCRIPTION
 AZ0164
 AZ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0164'7.3 MI NW FROM SPOFFORD.
 AZ0164'7.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0164'STATION AT SPOFFORD, 130 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT
 AZ0164'ROAD, 98 FEET NORTHEAST OF MILEPOST 349, 41 FEET NORTHEAST OF THE
 AZ0164'NORTHEAST RAIL, 32 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE WITH A
 AZ0164'ROW OF TELEPHONE POLES, 1.8 FEET SOUTHWEST OF A WITNESS POST, SET IN
 AZ0164'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AZ0164
 AZ0164                          STATION RECOVERY (1982)
 AZ0164
 AZ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0164'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0164'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 11.6 KM (7.3 MI) NORTHWEST
 AZ0164'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0164'RAILROAD TRACKS TO A RAILROAD CROSSING, THENCE 0.4 KM (0.25 MI)
 AZ0164'NORTHWEST ALONG THE GRAVELED ROAD ON THE NORTHEAST SIDE OF THE
 AZ0164'RAILROAD TRACKS AT THE RAILROAD MILEPOST NUMBER 349, 39.6 METERS
 AZ0164'(130.0 FT) SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 12.4 METERS
 AZ0164'(41.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACKS, AND
 AZ0164'15.3 METERS (50.5 FT) EAST OF RAILROAD MILEPOST NUMBER 349.
 AZ0164'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 AZ0164'THE MARK IS ABOVE LEVEL WITH GRAVELED ROAD.
 AZ0164
 AZ0164                          STATION RECOVERY (1996)
 AZ0164
 AZ0164'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0101 ***********************************************************************
 AZ0101  DESIGNATION -  U 1093
 AZ0101  PID         -  AZ0101
 AZ0101  STATE/COUNTY-  TX/KINNEY
 AZ0101  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0101
 AZ0101                         *CURRENT SURVEY CONTROL
 AZ0101  ___________________________________________________________________
 AZ0101* NAD 83(1986)-  29 04 48.     (N)    100 23 59.     (W)     SCALED    
 AZ0101* NAVD 88     -       288.650  (meters)     947.01   (feet)  ADJUSTED  
 AZ0101  ___________________________________________________________________
 AZ0101  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0101  DYNAMIC HT  -         288.228 (meters)     945.63  (feet)  COMP
 AZ0101  MODELED GRAV-     979,172.2   (mgal)                       NAVD 88
 AZ0101
 AZ0101  VERT ORDER  -  FIRST     CLASS II
 AZ0101
 AZ0101.The horizontal coordinates were scaled from a topographic map and have
 AZ0101.an estimated accuracy of +/- 6 seconds.
 AZ0101
 AZ0101.The orthometric height was determined by differential leveling
 AZ0101.and adjusted by the National Geodetic Survey in June 1991..
 AZ0101
 AZ0101.The geoid height was determined by GEOID03.
 AZ0101
 AZ0101.The dynamic height is computed by dividing the NAVD 88
 AZ0101.geopotential number by the normal gravity value computed on the
 AZ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0101.degrees latitude (g = 980.6199 gals.).
 AZ0101
 AZ0101.The modeled gravity was interpolated from observed gravity values.
 AZ0101
 AZ0101;                    North         East    Units  Estimated Accuracy
 AZ0101;SPC TXSC     - 4,138,980.      463,740.      MT  (+/- 180 meters Scaled)
 AZ0101
 AZ0101                          SUPERSEDED SURVEY CONTROL
 AZ0101
 AZ0101  NGVD 29 (??/??/92)  288.491  (m)          946.49   (f) ADJ UNCH    1 2
 AZ0101
 AZ0101.Superseded values are not recommended for survey control.
 AZ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0101.See file dsdata.txt to determine how the superseded data were derived.
 AZ0101
 AZ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT637176(NAD 83)
 AZ0101_MARKER: DB = BENCH MARK DISK
 AZ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0101_STAMPING: U 1093 1957
 AZ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0101+STABILITY: SURFACE MOTION
 AZ0101
 AZ0101  HISTORY     - Date     Condition        Report By
 AZ0101  HISTORY     - 1957     MONUMENTED       CGS
 AZ0101  HISTORY     - 19960223 MARK NOT FOUND   USPSQD
 AZ0101
 AZ0101                          STATION DESCRIPTION
 AZ0101
 AZ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0101'6.7 MI S FROM SPOFFORD.
 AZ0101'6.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0101'STATION AT SPOFFORD, 39 FEET NORTH OF MILEPOST 6, 24.5 FEET EAST OF
 AZ0101'THE EAST RAIL, 22 FEET WEST OF A FENCE, 1.7 FEET NORTH OF A WITNESS
 AZ0101'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AZ0101'THE GROUND.
 AZ0101
 AZ0101                          STATION RECOVERY (1996)
 AZ0101
 AZ0101'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0883 ***********************************************************************
 AY0883  DESIGNATION -  U 1094
 AY0883  PID         -  AY0883
 AY0883  STATE/COUNTY-  TX/MEDINA
 AY0883  USGS QUAD   -  LA COSTE (1982)
 AY0883
 AY0883                         *CURRENT SURVEY CONTROL
 AY0883  ___________________________________________________________________
 AY0883* NAD 83(1986)-  29 20 12.     (N)    098 49 02.     (W)     SCALED    
 AY0883* NAVD 88     -       223.880  (meters)     734.51   (feet)  ADJUSTED  
 AY0883  ___________________________________________________________________
 AY0883  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AY0883  DYNAMIC HT  -         223.557 (meters)     733.45  (feet)  COMP
 AY0883  MODELED GRAV-     979,192.4   (mgal)                       NAVD 88
 AY0883
 AY0883  VERT ORDER  -  FIRST     CLASS II
 AY0883
 AY0883.The horizontal coordinates were scaled from a topographic map and have
 AY0883.an estimated accuracy of +/- 6 seconds.
 AY0883
 AY0883.The orthometric height was determined by differential leveling
 AY0883.and adjusted by the National Geodetic Survey in June 1991..
 AY0883
 AY0883.The geoid height was determined by GEOID03.
 AY0883
 AY0883.The dynamic height is computed by dividing the NAVD 88
 AY0883.geopotential number by the normal gravity value computed on the
 AY0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0883.degrees latitude (g = 980.6199 gals.).
 AY0883
 AY0883.The modeled gravity was interpolated from observed gravity values.
 AY0883
 AY0883;                    North         East    Units  Estimated Accuracy
 AY0883;SPC TXSC     - 4,166,620.      617,750.      MT  (+/- 180 meters Scaled)
 AY0883
 AY0883                          SUPERSEDED SURVEY CONTROL
 AY0883
 AY0883  NGVD 29 (??/??/92)  223.748  (m)          734.08   (f) ADJ UNCH    1 2
 AY0883
 AY0883.Superseded values are not recommended for survey control.
 AY0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0883.See file dsdata.txt to determine how the superseded data were derived.
 AY0883
 AY0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT177453(NAD 83)
 AY0883_MARKER: DB = BENCH MARK DISK
 AY0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0883_STAMPING: U 1094 1957
 AY0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0883+STABILITY: SURFACE MOTION
 AY0883
 AY0883  HISTORY     - Date     Condition        Report By
 AY0883  HISTORY     - 1957     MONUMENTED       CGS
 AY0883  HISTORY     - 19970210 GOOD             USPSQD
 AY0883  HISTORY     - 20020218 GOOD             USPSQD
 AY0883
 AY0883                          STATION DESCRIPTION
 AY0883
 AY0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0883'2.1 MI N FROM LACOSTE.
 AY0883'2.1 MILES NORTH ALONG FARM ROAD 471 FROM THE TEXAS AND NEW ORLEANS
 AY0883'RAILROAD STATION AT LACOSTE, 0.3 MILE NORTHWEST OF A CURVE IN THE FARM
 AY0883'ROAD, 40 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 5.3 FEET
 AY0883'SOUTHEAST OF A TELEPHONE POLE, 1.3 FEET SOUTHWEST OF A FENCE, 2.6 FEET
 AY0883'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0883'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0883
 AY0883                          STATION RECOVERY (1997)
 AY0883
 AY0883'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0883'RECOVERED IN GOOD CONDITION.
 AY0883
 AY0883                          STATION RECOVERY (2002)
 AY0883
 AY0883'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0043 ***********************************************************************
 BB0043  DESIGNATION -  U 1095
 BB0043  PID         -  BB0043
 BB0043  STATE/COUNTY-  TX/PRESIDIO
 BB0043  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0043
 BB0043                         *CURRENT SURVEY CONTROL
 BB0043  ___________________________________________________________________
 BB0043* NAD 83(1986)-  29 32 59.     (N)    104 22 17.     (W)     SCALED    
 BB0043* NAVD 88     -       780.868  (meters)    2561.90   (feet)  ADJUSTED  
 BB0043  ___________________________________________________________________
 BB0043  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BB0043  DYNAMIC HT  -         779.602 (meters)    2557.74  (feet)  COMP
 BB0043  MODELED GRAV-     978,996.6   (mgal)                       NAVD 88
 BB0043
 BB0043  VERT ORDER  -  SECOND    CLASS 0
 BB0043
 BB0043.The horizontal coordinates were scaled from a topographic map and have
 BB0043.an estimated accuracy of +/- 6 seconds.
 BB0043
 BB0043.The orthometric height was determined by differential leveling
 BB0043.and adjusted by the National Geodetic Survey in June 1991..
 BB0043
 BB0043.The geoid height was determined by GEOID03.
 BB0043
 BB0043.The dynamic height is computed by dividing the NAVD 88
 BB0043.geopotential number by the normal gravity value computed on the
 BB0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0043.degrees latitude (g = 980.6199 gals.).
 BB0043
 BB0043.The modeled gravity was interpolated from observed gravity values.
 BB0043
 BB0043;                    North         East    Units  Estimated Accuracy
 BB0043;SPC TXSC     - 4,202,170.       79,660.      MT  (+/- 180 meters Scaled)
 BB0043
 BB0043                          SUPERSEDED SURVEY CONTROL
 BB0043
 BB0043  NGVD 29 (??/??/92)  780.474  (m)         2560.61   (f) ADJ UNCH    2 0
 BB0043
 BB0043.Superseded values are not recommended for survey control.
 BB0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0043.See file dsdata.txt to determine how the superseded data were derived.
 BB0043
 BB0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN609690(NAD 83)
 BB0043_MARKER: DB = BENCH MARK DISK
 BB0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0043_SP_SET: MONUMENT
 BB0043_STAMPING: U 1095 1974
 BB0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0043
 BB0043  HISTORY     - Date     Condition        Report By
 BB0043  HISTORY     - 1974     MONUMENTED       NGS
 BB0043
 BB0043                          STATION DESCRIPTION
 BB0043
 BB0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BB0043'IN PRESIDIO.
 BB0043'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0043'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, BEAR LEFT AND CONTINUE SOUTH
 BB0043'ON A DIRT ROAD, CROSSING OVER A RAILROAD TRACK, FOR 0.8 MILE TO A FARM
 BB0043'HOUSE ON THE RIGHT, 373.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 BB0043'FARM HOUSE, 41.2 FEET NORTH OF A POWER POLE WITH TRANSFORMER NUMBER
 BB0043'51247, 9 FEET EAST OF THE CENTER OF DIRT ROAD, 1.0 FEET WEST OF THE
 BB0043'FENCE LINE, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 BB0043'THAT PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0554 ***********************************************************************
 BP0554  DESIGNATION -  U 1096
 BP0554  PID         -  BP0554
 BP0554  STATE/COUNTY-  TX/JEFF DAVIS
 BP0554  USGS QUAD   -  ALPINE NORTH (1972)
 BP0554
 BP0554                         *CURRENT SURVEY CONTROL
 BP0554  ___________________________________________________________________
 BP0554* NAD 83(1986)-  30 28 43.     (N)    103 44 04.     (W)     SCALED    
 BP0554* NAVD 88     -      1361.964  (meters)    4468.38   (feet)  ADJUSTED  
 BP0554  ___________________________________________________________________
 BP0554  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 BP0554  DYNAMIC HT  -        1359.789 (meters)    4461.24  (feet)  COMP
 BP0554  MODELED GRAV-     978,996.2   (mgal)                       NAVD 88
 BP0554  OBS GRAVITY -     978,993.1   (mgal)                       GRAV_OBS
 BP0554
 BP0554  VERT ORDER  -  FIRST     CLASS I
 BP0554
 BP0554.The horizontal coordinates were scaled from a topographic map and have
 BP0554.an estimated accuracy of +/- 6 seconds.
 BP0554
 BP0554.The orthometric height was determined by differential leveling
 BP0554.and adjusted by the National Geodetic Survey in June 1991..
 BP0554
 BP0554.The geoid height was determined by GEOID03.
 BP0554
 BP0554.The dynamic height is computed by dividing the NAVD 88
 BP0554.geopotential number by the normal gravity value computed on the
 BP0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0554.degrees latitude (g = 980.6199 gals.).
 BP0554
 BP0554.The modeled gravity was interpolated from observed gravity values.
 BP0554.The observed gravity was obtained from relative gravimeter ties
 BP0554.to the IGSN71 gravity network.
 BP0554
 BP0554;                    North         East    Units  Estimated Accuracy
 BP0554;SPC TX C     - 3,095,000.      373,500.      MT  (+/- 180 meters Scaled)
 BP0554
 BP0554                          SUPERSEDED SURVEY CONTROL
 BP0554
 BP0554  NGVD 29 (??/??/92) 1361.509  (m)         4466.88   (f) ADJ UNCH    1 1
 BP0554
 BP0554.Superseded values are not recommended for survey control.
 BP0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0554.See file dsdata.txt to determine how the superseded data were derived.
 BP0554
 BP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP214725(NAD 83)
 BP0554_MARKER: DB = BENCH MARK DISK
 BP0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0554_SP_SET: 5 FT.
 BP0554_STAMPING: U 1096 1977
 BP0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0554
 BP0554  HISTORY     - Date     Condition        Report By
 BP0554  HISTORY     - 1977     MONUMENTED       NGS
 BP0554  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0554  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 BP0554
 BP0554                          STATION DESCRIPTION
 BP0554
 BP0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0554'9.5 MI NW FROM ALPINE.
 BP0554'ABOUT 9.5 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS
 BP0554'AND NEW ORLEANS RAILROAD STATION AT ALPINE, 0.4 SOUTHEAST OF THE
 BP0554'JUNCTION OF HIGHWAY 1837, 50 FT. NORTHEAST OF THE CENTER LINE OF THE
 BP0554'HIGHWAY, 50 FT. SOUTHEAST OF A RIGHT-OF-WAY MARKER, 18 FT. SOUTHEAST
 BP0554'OF THE CENTER OF A GATE, 1 FT. SOUTHWEST OF A RIGHT-OF-WAY FENCE.
 BP0554
 BP0554                          STATION RECOVERY (1996)
 BP0554
 BP0554'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0554'MARK NOT FOUND.
 BP0554
 BP0554                          STATION RECOVERY (2003)
 BP0554
 BP0554'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0580 ***********************************************************************
 BP0580  DESIGNATION -  U 1097
 BP0580  PID         -  BP0580
 BP0580  STATE/COUNTY-  TX/JEFF DAVIS
 BP0580  USGS QUAD   -  FORT DAVIS (1972)
 BP0580
 BP0580                         *CURRENT SURVEY CONTROL
 BP0580  ___________________________________________________________________
 BP0580* NAD 83(1986)-  30 36 22.     (N)    103 58 35.     (W)     SCALED    
 BP0580* NAVD 88     -      1595.819  (meters)    5235.62   (feet)  ADJUSTED  
 BP0580  ___________________________________________________________________
 BP0580  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0580  DYNAMIC HT  -        1593.176 (meters)    5226.94  (feet)  COMP
 BP0580  MODELED GRAV-     978,928.7   (mgal)                       NAVD 88
 BP0580  OBS GRAVITY -     978,922.8   (mgal)                       GRAV_OBS
 BP0580
 BP0580  VERT ORDER  -  FIRST     CLASS I
 BP0580
 BP0580.The horizontal coordinates were scaled from a topographic map and have
 BP0580.an estimated accuracy of +/- 6 seconds.
 BP0580
 BP0580.The orthometric height was determined by differential leveling
 BP0580.and adjusted by the National Geodetic Survey in June 1991..
 BP0580
 BP0580.The geoid height was determined by GEOID03.
 BP0580
 BP0580.The dynamic height is computed by dividing the NAVD 88
 BP0580.geopotential number by the normal gravity value computed on the
 BP0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0580.degrees latitude (g = 980.6199 gals.).
 BP0580
 BP0580.The modeled gravity was interpolated from observed gravity values.
 BP0580.The observed gravity was obtained from relative gravimeter ties
 BP0580.to the IGSN71 gravity network.
 BP0580
 BP0580;                    North         East    Units  Estimated Accuracy
 BP0580;SPC TX C     - 3,109,860.      350,750.      MT  (+/- 180 meters Scaled)
 BP0580
 BP0580                          SUPERSEDED SURVEY CONTROL
 BP0580
 BP0580  NGVD 29 (??/??/92) 1595.237  (m)         5233.71   (f) ADJ UNCH    1 1
 BP0580
 BP0580.Superseded values are not recommended for survey control.
 BP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0580.See file dsdata.txt to determine how the superseded data were derived.
 BP0580
 BP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP981863(NAD 83)
 BP0580_MARKER: DB = BENCH MARK DISK
 BP0580_SETTING: 66 = SET IN ROCK OUTCROP
 BP0580_SP_SET: ROCK OUTCROP
 BP0580_STAMPING: U 1097 1977
 BP0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0580+STABILITY: POSITION/ELEVATION WELL
 BP0580
 BP0580  HISTORY     - Date     Condition        Report By
 BP0580  HISTORY     - 1977     MONUMENTED       NGS
 BP0580  HISTORY     - 1988     GOOD             USPSQD
 BP0580  HISTORY     - 19961007 GOOD             USPSQD
 BP0580  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0580
 BP0580                          STATION DESCRIPTION
 BP0580
 BP0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0580'7.40 MI NW FROM FORT DAVIS.
 BP0580'ABOUT 7.40 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0580'COURTHOUSE AT FORT DAVIS, SET ON TOP OF A LOW HILL, 71.8 FT. NORTH
 BP0580'OF THE CENTER LINE OF HIGHWAY, 6 INCHES NORTH OF THE RIGHT-OF-
 BP0580'WAY FENCE, 0.15 MILES EAST OF THE ENTRANCE TO GRAVELED ROAD LEADING
 BP0580'SOUTH.
 BP0580
 BP0580                          STATION RECOVERY (1988)
 BP0580
 BP0580'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0580'RECOVERED IN GOOD CONDITION.
 BP0580
 BP0580                          STATION RECOVERY (1996)
 BP0580
 BP0580'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0580'RECOVERED IN GOOD CONDITION.
 BP0580
 BP0580                          STATION RECOVERY (2003)
 BP0580
 BP0580'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0148 ***********************************************************************
 AZ0148  DESIGNATION -  U 1099
 AZ0148  PID         -  AZ0148
 AZ0148  STATE/COUNTY-  TX/KINNEY
 AZ0148  USGS QUAD   -  MUD CREEK SOUTH (1978)
 AZ0148
 AZ0148                         *CURRENT SURVEY CONTROL
 AZ0148  ___________________________________________________________________
 AZ0148* NAD 83(1986)-  29 22 19.     (N)    100 39 31.     (W)     SCALED    
 AZ0148* NAVD 88     -       328.880  (meters)    1079.00   (feet)  ADJUSTED  
 AZ0148  ___________________________________________________________________
 AZ0148  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0148  DYNAMIC HT  -         328.396 (meters)    1077.41  (feet)  COMP
 AZ0148  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 AZ0148
 AZ0148  VERT ORDER  -  FIRST     CLASS II
 AZ0148
 AZ0148.The horizontal coordinates were scaled from a topographic map and have
 AZ0148.an estimated accuracy of +/- 6 seconds.
 AZ0148
 AZ0148.The orthometric height was determined by differential leveling
 AZ0148.and adjusted by the National Geodetic Survey in June 1991..
 AZ0148
 AZ0148.The geoid height was determined by GEOID03.
 AZ0148
 AZ0148.The dynamic height is computed by dividing the NAVD 88
 AZ0148.geopotential number by the normal gravity value computed on the
 AZ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0148.degrees latitude (g = 980.6199 gals.).
 AZ0148
 AZ0148.The modeled gravity was interpolated from observed gravity values.
 AZ0148
 AZ0148;                    North         East    Units  Estimated Accuracy
 AZ0148;SPC TXSC     - 4,171,660.      439,000.      MT  (+/- 180 meters Scaled)
 AZ0148
 AZ0148                          SUPERSEDED SURVEY CONTROL
 AZ0148
 AZ0148  NGVD 29 (??/??/92)  328.802  (m)         1078.74   (f) ADJ UNCH    1 2
 AZ0148
 AZ0148.Superseded values are not recommended for survey control.
 AZ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0148.See file dsdata.txt to determine how the superseded data were derived.
 AZ0148
 AZ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT390503(NAD 83)
 AZ0148_MARKER: DB = BENCH MARK DISK
 AZ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0148_STAMPING: U 1099 1957
 AZ0148_MARK LOGO: CGS   
 AZ0148_PROJECTION: PROJECTING 15 CENTIMETERS
 AZ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0148+STABILITY: SURFACE MOTION
 AZ0148
 AZ0148  HISTORY     - Date     Condition        Report By
 AZ0148  HISTORY     - 1957     MONUMENTED       CGS
 AZ0148  HISTORY     - 1982     GOOD             NGS
 AZ0148  HISTORY     - 19960524 GOOD             USPSQD
 AZ0148
 AZ0148                          STATION DESCRIPTION
 AZ0148
 AZ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0148'15.75 MI E FROM DEL RIO.
 AZ0148'ABOUT 15.75 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0148'THE STATION AT DEL RIO, 84 FEET NORTH-NORTHEAST OF THE FOURTH POLE
 AZ0148'EAST OF MILE POST 363, 36 FEET NORTH OF THE NORTH RAIL, 62 FEET SOUTH
 AZ0148'OF THE CENTER LINE OF U.S. HIGHWAY 90, 29 FEET EAST OF A TELEPHONE
 AZ0148'POLE AND IN LINE WITH THE ROW OF POLES, 2 FEET SOUTH OF A WHITE WOODEN
 AZ0148'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP
 AZ0148'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT.
 AZ0148
 AZ0148                          STATION RECOVERY (1982)
 AZ0148
 AZ0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0148'RECOVERED THIS DATE A NEW DESCRIPTION FOLLOWS, 2.2 KM (1.4 MI)
 AZ0148'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 90 AND 277 (AVENUE F STREET)
 AZ0148'FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF U.S. HIGHWAY
 AZ0148'90 EAST (GIBBS STREET), THENCE 25.1 KM (15.6 MI) EAST ALONG U.S.
 AZ0148'HIGHWAY 90, AT A POINT 0.3 KM (0.2 MI) SOUTHEAST OF A TURNOUT ON THE
 AZ0148'OUTSIDE OF A CURVE TO THE LEFT IN THE HIGHWAY, 21.6 METERS (71.0 FT)
 AZ0148'SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 90, 6.0 METERS (20.0 FT)
 AZ0148'WEST-NORTHWEST OF A TELEPHONE POLE, 11.4 METERS (37.5 FT)
 AZ0148'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF THE SOUTHERN PACIFIC
 AZ0148'RAILROAD TRACKS.
 AZ0148'THE MARK IS 0.76 METERS  SE FROM A WITNESS POST.
 AZ0148'THE MARK IS 0.6 M BELOW TOP OF RAIL.
 AZ0148
 AZ0148                          STATION RECOVERY (1996)
 AZ0148
 AZ0148'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0210 ***********************************************************************
 CB0210  DESIGNATION -  U 110
 CB0210  PID         -  CB0210
 CB0210  STATE/COUNTY-  TX/TOM GREEN
 CB0210  USGS QUAD   -  WATER VALLEY (1984)
 CB0210
 CB0210                         *CURRENT SURVEY CONTROL
 CB0210  ___________________________________________________________________
 CB0210* NAD 83(1986)-  31 40 17.     (N)    100 43 10.     (W)     SCALED    
 CB0210* NAVD 88     -       644.332  (meters)    2113.95   (feet)  ADJUSTED  
 CB0210  ___________________________________________________________________
 CB0210  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CB0210  DYNAMIC HT  -         643.456 (meters)    2111.07  (feet)  COMP
 CB0210  MODELED GRAV-     979,259.6   (mgal)                       NAVD 88
 CB0210
 CB0210  VERT ORDER  -  FIRST     CLASS II
 CB0210
 CB0210.The horizontal coordinates were scaled from a topographic map and have
 CB0210.an estimated accuracy of +/- 6 seconds.
 CB0210
 CB0210.The orthometric height was determined by differential leveling
 CB0210.and adjusted by the National Geodetic Survey in June 1991..
 CB0210
 CB0210.The geoid height was determined by GEOID03.
 CB0210
 CB0210.The dynamic height is computed by dividing the NAVD 88
 CB0210.geopotential number by the normal gravity value computed on the
 CB0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0210.degrees latitude (g = 980.6199 gals.).
 CB0210
 CB0210.The modeled gravity was interpolated from observed gravity values.
 CB0210
 CB0210;                    North         East    Units  Estimated Accuracy
 CB0210;SPC TX C     - 3,222,300.      663,390.      MT  (+/- 180 meters Scaled)
 CB0210
 CB0210                          SUPERSEDED SURVEY CONTROL
 CB0210
 CB0210  NGVD 29 (??/??/92)  644.146  (m)         2113.34   (f) ADJ UNCH    1 2
 CB0210
 CB0210.Superseded values are not recommended for survey control.
 CB0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0210.See file dsdata.txt to determine how the superseded data were derived.
 CB0210
 CB0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA370052(NAD 83)
 CB0210_MARKER: DB = BENCH MARK DISK
 CB0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0210_SP_SET: STEP
 CB0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0210
 CB0210  HISTORY     - Date     Condition        Report By
 CB0210  HISTORY     - UNK      MONUMENTED       CGS
 CB0210  HISTORY     - 1933     GOOD             NGS
 CB0210  HISTORY     - 1951     GOOD             NGS
 CB0210
 CB0210                          STATION DESCRIPTION
 CB0210
 CB0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0210'IN WATER VALLEY.
 CB0210'SET VERTICAL IN STEP LEADING TO WHITE WAITING ROOM OF R.R. DEPOT.
 CB0210
 CB0210                          STATION RECOVERY (1951)
 CB0210
 CB0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CB0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0500 ***********************************************************************
 CC0500  DESIGNATION -  U 1100
 CC0500  PID         -  CC0500
 CC0500  STATE/COUNTY-  TX/REEVES
 CC0500  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0500
 CC0500                         *CURRENT SURVEY CONTROL
 CC0500  ___________________________________________________________________
 CC0500* NAD 83(1986)-  31 41 32.     (N)    103 40 52.     (W)     SCALED    
 CC0500* NAVD 88     -       816.605  (meters)    2679.14   (feet)  ADJUSTED  
 CC0500  ___________________________________________________________________
 CC0500  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CC0500  DYNAMIC HT  -         815.403 (meters)    2675.20  (feet)  COMP
 CC0500  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 CC0500
 CC0500  VERT ORDER  -  FIRST     CLASS II
 CC0500
 CC0500.The horizontal coordinates were scaled from a topographic map and have
 CC0500.an estimated accuracy of +/- 6 seconds.
 CC0500
 CC0500.The orthometric height was determined by differential leveling
 CC0500.and adjusted by the National Geodetic Survey in June 1991..
 CC0500
 CC0500.The geoid height was determined by GEOID03.
 CC0500
 CC0500.The dynamic height is computed by dividing the NAVD 88
 CC0500.geopotential number by the normal gravity value computed on the
 CC0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0500.degrees latitude (g = 980.6199 gals.).
 CC0500
 CC0500.The modeled gravity was interpolated from observed gravity values.
 CC0500
 CC0500;                    North         East    Units  Estimated Accuracy
 CC0500;SPC TX C     - 3,229,330.      382,670.      MT  (+/- 180 meters Scaled)
 CC0500
 CC0500                          SUPERSEDED SURVEY CONTROL
 CC0500
 CC0500  NGVD 29 (??/??/92)  816.190  (m)         2677.78   (f) ADJ UNCH    1 2
 CC0500
 CC0500.Superseded values are not recommended for survey control.
 CC0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0500.See file dsdata.txt to determine how the superseded data were derived.
 CC0500
 CC0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR249070(NAD 83)
 CC0500_MARKER: DB = BENCH MARK DISK
 CC0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0500_STAMPING: U 1100 1957
 CC0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0500+STABILITY: SURFACE MOTION
 CC0500
 CC0500  HISTORY     - Date     Condition        Report By
 CC0500  HISTORY     - 1957     MONUMENTED       CGS
 CC0500
 CC0500                          STATION DESCRIPTION
 CC0500
 CC0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0500'3.2 MI NW FROM ARNO.
 CC0500'ABOUT 3.2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0500'FROM THE SECTION FOREMANS HOUSE AT ARNO, 33 FEET SOUTH OF THE 1ST POLE
 CC0500'SOUTHEAST OF MILEPOST 248, 61 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 CC0500'RAIL, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 CC0500'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CC0500'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0338 ***********************************************************************
 BP0338  DESIGNATION -  U 1104
 BP0338  PID         -  BP0338
 BP0338  STATE/COUNTY-  TX/PRESIDIO
 BP0338  USGS QUAD   -  PAISANO (1972)
 BP0338
 BP0338                         *CURRENT SURVEY CONTROL
 BP0338  ___________________________________________________________________
 BP0338* NAD 83(1986)-  30 16 26.     (N)    103 51 08.     (W)     SCALED    
 BP0338* NAVD 88     -      1511.504  (meters)    4958.99   (feet)  ADJUSTED  
 BP0338  ___________________________________________________________________
 BP0338  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 BP0338  DYNAMIC HT  -        1508.988 (meters)    4950.74  (feet)  COMP
 BP0338  MODELED GRAV-     978,923.5   (mgal)                       NAVD 88
 BP0338
 BP0338  VERT ORDER  -  FIRST     CLASS II
 BP0338
 BP0338.The horizontal coordinates were scaled from a topographic map and have
 BP0338.an estimated accuracy of +/- 6 seconds.
 BP0338
 BP0338.The orthometric height was determined by differential leveling
 BP0338.and adjusted by the National Geodetic Survey in June 1991..
 BP0338
 BP0338.The geoid height was determined by GEOID03.
 BP0338
 BP0338.The dynamic height is computed by dividing the NAVD 88
 BP0338.geopotential number by the normal gravity value computed on the
 BP0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0338.degrees latitude (g = 980.6199 gals.).
 BP0338
 BP0338.The modeled gravity was interpolated from observed gravity values.
 BP0338
 BP0338;                    North         East    Units  Estimated Accuracy
 BP0338;SPC TXSC     - 4,280,170.      133,250.      MT  (+/- 180 meters Scaled)
 BP0338
 BP0338                          SUPERSEDED SURVEY CONTROL
 BP0338
 BP0338  NGVD 29 (??/??/92) 1510.946  (m)         4957.16   (f) ADJ UNCH    1 2
 BP0338
 BP0338.Superseded values are not recommended for survey control.
 BP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0338.See file dsdata.txt to determine how the superseded data were derived.
 BP0338
 BP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP103496(NAD 83)
 BP0338_MARKER: DB = BENCH MARK DISK
 BP0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0338_SP_SET: CULVERT
 BP0338_STAMPING: U 1104 1957
 BP0338_MARK LOGO: CGS   
 BP0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0338
 BP0338  HISTORY     - Date     Condition        Report By
 BP0338  HISTORY     - 1957     MONUMENTED       CGS
 BP0338  HISTORY     - 1981     GOOD             NGS
 BP0338
 BP0338                          STATION DESCRIPTION
 BP0338
 BP0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0338'10.85 MI E FROM MARFA.
 BP0338'ABOUT 10.85 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0338'THE STATION AT MARFA, 6 1/2 POLES EAST OF MILEPOST 622, IN THE TOP OF
 BP0338'THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 4-CHANNEL, U. S.
 BP0338'HIGHWAY 90 CULVERT, 90 FEET SOUTH OF THE SOUTH RAIL, 18 FEET NORTH OF
 BP0338'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 BP0338'THE HIGHWAY.
 BP0338
 BP0338                          STATION RECOVERY (1981)
 BP0338
 BP0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0338'16.7 KM (10.35 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0338'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, 0.2 KM (0.15 MI) EAST OF THE
 BP0338'SOUTHERN PACIFIC RAILROAD MILEPOST 622, IN THE OF THE WEST END OF THE
 BP0338'NORTH HEADWALL OF A 4-CHANNEL CONCRETE CULVERT, 27.4 METERS (89.9 FT)
 BP0338'SOUTH OF THE NEAR RAIL AND 9.1 METERS (29.9 FT) NORTH OF THE
 BP0338'CENTERLINE OF THE HIGHWAY.
 BP0338'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0140 ***********************************************************************
 BP0140  DESIGNATION -  U 1105
 BP0140  PID         -  BP0140
 BP0140  STATE/COUNTY-  TX/PECOS
 BP0140  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0140
 BP0140                         *CURRENT SURVEY CONTROL
 BP0140  ___________________________________________________________________
 BP0140* NAD 83(1986)-  30 09 18.     (N)    102 37 21.     (W)     SCALED    
 BP0140* NAVD 88     -      1013.700  (meters)    3325.78   (feet)  ADJUSTED  
 BP0140  ___________________________________________________________________
 BP0140  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BP0140  DYNAMIC HT  -        1012.101 (meters)    3320.53  (feet)  COMP
 BP0140  MODELED GRAV-     979,030.3   (mgal)                       NAVD 88
 BP0140
 BP0140  VERT ORDER  -  FIRST     CLASS II
 BP0140
 BP0140.The horizontal coordinates were scaled from a topographic map and have
 BP0140.an estimated accuracy of +/- 6 seconds.
 BP0140
 BP0140.The orthometric height was determined by differential leveling
 BP0140.and adjusted by the National Geodetic Survey in June 1991..
 BP0140
 BP0140.The geoid height was determined by GEOID03.
 BP0140
 BP0140.The dynamic height is computed by dividing the NAVD 88
 BP0140.geopotential number by the normal gravity value computed on the
 BP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0140.degrees latitude (g = 980.6199 gals.).
 BP0140
 BP0140.The modeled gravity was interpolated from observed gravity values.
 BP0140
 BP0140;                    North         East    Units  Estimated Accuracy
 BP0140;SPC TX C     - 3,056,410.      479,490.      MT  (+/- 180 meters Scaled)
 BP0140
 BP0140                          SUPERSEDED SURVEY CONTROL
 BP0140
 BP0140  NGVD 29 (??/??/92) 1013.388  (m)         3324.76   (f) ADJ UNCH    1 2
 BP0140
 BP0140.Superseded values are not recommended for survey control.
 BP0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0140.See file dsdata.txt to determine how the superseded data were derived.
 BP0140
 BP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP289383(NAD 83)
 BP0140_MARKER: DB = BENCH MARK DISK
 BP0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0140_STAMPING: U 1105 1957
 BP0140_MARK LOGO: CGS   
 BP0140_PROJECTION: PROJECTING 5 CENTIMETERS
 BP0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0140+STABILITY: SURFACE MOTION
 BP0140
 BP0140  HISTORY     - Date     Condition        Report By
 BP0140  HISTORY     - 1957     MONUMENTED       CGS
 BP0140  HISTORY     - 1981     GOOD             NGS
 BP0140
 BP0140                          STATION DESCRIPTION
 BP0140
 BP0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0140'1.0 MI SE FROM LONGFELLOW.
 BP0140'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0140'THE SECTION FOREMANS HOUSE AT LONGFELLOW, 3 1/2 POLES NORTHWEST OF
 BP0140'MILEPOST 531, 112 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 108 FEET
 BP0140'SOUTHWEST OF THE WEST CORNER OF A TRESTLE, 77 FEET NORTHWEST OF THE
 BP0140'CENTER LINE OF A DIRT ROAD, 31 FEET SOUTH OF A FENCE CORNER, 2 FEET
 BP0140'EAST OF A FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 5
 BP0140'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0140'PROJECTING 8 INCHES.
 BP0140
 BP0140                          STATION RECOVERY (1981)
 BP0140
 BP0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0140'23.2 KM (14.4 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0140'THE RAILROAD STATION IN SANDERSON, AT A RAILROAD BRIDGE OVER DRY
 BP0140'CREEK, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 531, 78.0 METERS (255.9
 BP0140'FT) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 90, 34.1 METERS (111.9
 BP0140'FT) SOUTHWEST OF THE NEAR RAIL, 32.3 METERS (106.0 FT) SOUTH-SOUTHWEST
 BP0140'OF THE SOUTHWEST CORNER OF THE SOUTHWEST BRIDGE ABUTMENT, 9.5 METERS
 BP0140'(31.2 FT) SOUTHEAST OF A FENCE CORNER, 8.7 METERS (28.5 FT) WEST OF
 BP0140'THE CENTER OF A TRACK ROAD AND 1.2 METERS (3.9 FT) NORTHEAST OF A
 BP0140'FENCE.
 BP0140'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BP0140'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0061 ***********************************************************************
 BP0061  DESIGNATION -  U 1106
 BP0061  PID         -  BP0061
 BP0061  STATE/COUNTY-  TX/TERRELL
 BP0061  USGS QUAD   -  SANDERSON SE (1969)
 BP0061
 BP0061                         *CURRENT SURVEY CONTROL
 BP0061  ___________________________________________________________________
 BP0061* NAD 83(1986)-  30 05 22.     (N)    102 16 52.     (W)     SCALED    
 BP0061* NAVD 88     -       725.172  (meters)    2379.17   (feet)  ADJUSTED  
 BP0061  ___________________________________________________________________
 BP0061  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 BP0061  DYNAMIC HT  -         724.071 (meters)    2375.56  (feet)  COMP
 BP0061  MODELED GRAV-     979,101.5   (mgal)                       NAVD 88
 BP0061
 BP0061  VERT ORDER  -  FIRST     CLASS II
 BP0061
 BP0061.The horizontal coordinates were scaled from a topographic map and have
 BP0061.an estimated accuracy of +/- 6 seconds.
 BP0061
 BP0061.The orthometric height was determined by differential leveling
 BP0061.and adjusted by the National Geodetic Survey in June 1991..
 BP0061
 BP0061.The geoid height was determined by GEOID03.
 BP0061
 BP0061.The dynamic height is computed by dividing the NAVD 88
 BP0061.geopotential number by the normal gravity value computed on the
 BP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0061.degrees latitude (g = 980.6199 gals.).
 BP0061
 BP0061.The modeled gravity was interpolated from observed gravity values.
 BP0061
 BP0061;                    North         East    Units  Estimated Accuracy
 BP0061;SPC TXSC     - 4,254,480.      283,760.      MT  (+/- 180 meters Scaled)
 BP0061
 BP0061                          SUPERSEDED SURVEY CONTROL
 BP0061
 BP0061  NGVD 29 (??/??/92)  724.954  (m)         2378.45   (f) ADJ UNCH    1 2
 BP0061
 BP0061.Superseded values are not recommended for survey control.
 BP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0061.See file dsdata.txt to determine how the superseded data were derived.
 BP0061
 BP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP620318(NAD 83)
 BP0061_MARKER: DB = BENCH MARK DISK
 BP0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0061_SP_SET: SEMAPHORE BASE
 BP0061_STAMPING: U 1106 1957
 BP0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0061
 BP0061  HISTORY     - Date     Condition        Report By
 BP0061  HISTORY     - 1957     MONUMENTED       CGS
 BP0061  HISTORY     - 1958     GOOD             NGS
 BP0061
 BP0061                          STATION DESCRIPTION
 BP0061
 BP0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0061'10.75 MI SE FROM SANDERSON.
 BP0061'ABOUT 10.75 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0061'FROM THE STATION AT SANDERSON, ABOUT 11.0 MILES NORTHWEST OF THE
 BP0061'STATION AT DRYDEN, 103 FEET NORTHEAST OF THE 4TH POLE WEST OF MILEPOST
 BP0061'496, IN THE TOP AND CENTER OF AN ABANDONED CONCRETE SEMAPHORE BASE 8
 BP0061'FEET NORTH OF THE NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0317 ***********************************************************************
 AZ0317  DESIGNATION -  U 1107
 AZ0317  PID         -  AZ0317
 AZ0317  STATE/COUNTY-  TX/TERRELL
 AZ0317  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0317
 AZ0317                         *CURRENT SURVEY CONTROL
 AZ0317  ___________________________________________________________________
 AZ0317* NAD 83(1986)-  29 59 34.     (N)    101 56 50.     (W)     SCALED    
 AZ0317* NAVD 88     -       543.044  (meters)    1781.64   (feet)  ADJUSTED  
 AZ0317  ___________________________________________________________________
 AZ0317  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AZ0317  DYNAMIC HT  -         542.235 (meters)    1778.98  (feet)  COMP
 AZ0317  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 AZ0317
 AZ0317  VERT ORDER  -  FIRST     CLASS II
 AZ0317
 AZ0317.The horizontal coordinates were scaled from a topographic map and have
 AZ0317.an estimated accuracy of +/- 6 seconds.
 AZ0317
 AZ0317.The orthometric height was determined by differential leveling
 AZ0317.and adjusted by the National Geodetic Survey in June 1991..
 AZ0317
 AZ0317.The geoid height was determined by GEOID03.
 AZ0317
 AZ0317.The dynamic height is computed by dividing the NAVD 88
 AZ0317.geopotential number by the normal gravity value computed on the
 AZ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0317.degrees latitude (g = 980.6199 gals.).
 AZ0317
 AZ0317.The modeled gravity was interpolated from observed gravity values.
 AZ0317
 AZ0317;                    North         East    Units  Estimated Accuracy
 AZ0317;SPC TXSC     - 4,242,910.      315,660.      MT  (+/- 180 meters Scaled)
 AZ0317
 AZ0317                          SUPERSEDED SURVEY CONTROL
 AZ0317
 AZ0317  NGVD 29 (??/??/92)  542.876  (m)         1781.09   (f) ADJ UNCH    1 2
 AZ0317
 AZ0317.Superseded values are not recommended for survey control.
 AZ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0317.See file dsdata.txt to determine how the superseded data were derived.
 AZ0317
 AZ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU156216(NAD 83)
 AZ0317_MARKER: DB = BENCH MARK DISK
 AZ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0317_STAMPING: U 1107 1957
 AZ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0317+STABILITY: SURFACE MOTION
 AZ0317
 AZ0317  HISTORY     - Date     Condition        Report By
 AZ0317  HISTORY     - 1957     MONUMENTED       CGS
 AZ0317  HISTORY     - 1958     GOOD             NGS
 AZ0317
 AZ0317                          STATION DESCRIPTION
 AZ0317
 AZ0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0317'12.4 MI SE FROM DRYDEN.
 AZ0317'ABOUT 12.4 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0317'FROM THE STATION AT DRYDEN, 22 FEET WEST OF THE 8TH POLE EAST OF
 AZ0317'MILEPOST 473, 39 1/2 FEET SOUTH OF THE SOUTH RAIL, 9 RAILS WEST OF THE
 AZ0317'WEST END OF A CUT, IN LINE WITH A ROW OF TELEPHONE POLES, ABOUT LEVEL
 AZ0317'WITH THE TRACK, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN
 AZ0317'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0232 ***********************************************************************
 BQ0232  DESIGNATION -  U 1108
 BQ0232  PID         -  BQ0232
 BQ0232  STATE/COUNTY-  TX/CULBERSON
 BQ0232  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0232
 BQ0232                         *CURRENT SURVEY CONTROL
 BQ0232  ___________________________________________________________________
 BQ0232* NAD 83(1986)-  30 56 03.     (N)    104 49 20.     (W)     SCALED    
 BQ0232* NAVD 88     -      1222.911  (meters)    4012.17   (feet)  ADJUSTED  
 BQ0232  ___________________________________________________________________
 BQ0232  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0232  DYNAMIC HT  -        1220.975 (meters)    4005.82  (feet)  COMP
 BQ0232  MODELED GRAV-     979,015.5   (mgal)                       NAVD 88
 BQ0232
 BQ0232  VERT ORDER  -  FIRST     CLASS II
 BQ0232
 BQ0232.The horizontal coordinates were scaled from a topographic map and have
 BQ0232.an estimated accuracy of +/- 6 seconds.
 BQ0232
 BQ0232.The orthometric height was determined by differential leveling
 BQ0232.and adjusted by the National Geodetic Survey in June 1991..
 BQ0232
 BQ0232.The geoid height was determined by GEOID03.
 BQ0232
 BQ0232.The dynamic height is computed by dividing the NAVD 88
 BQ0232.geopotential number by the normal gravity value computed on the
 BQ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0232.degrees latitude (g = 980.6199 gals.).
 BQ0232
 BQ0232.The modeled gravity was interpolated from observed gravity values.
 BQ0232
 BQ0232;                    North         East    Units  Estimated Accuracy
 BQ0232;SPC TX C     - 3,149,160.      271,170.      MT  (+/- 180 meters Scaled)
 BQ0232
 BQ0232                          SUPERSEDED SURVEY CONTROL
 BQ0232
 BQ0232  NGVD 29 (??/??/92) 1222.393  (m)         4010.47   (f) ADJ UNCH    1 2
 BQ0232
 BQ0232.Superseded values are not recommended for survey control.
 BQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0232.See file dsdata.txt to determine how the superseded data were derived.
 BQ0232
 BQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ169223(NAD 83)
 BQ0232_MARKER: DB = BENCH MARK DISK
 BQ0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0232_SP_SET: CULVERT
 BQ0232_STAMPING: U 1108 1957
 BQ0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0232
 BQ0232  HISTORY     - Date     Condition        Report By
 BQ0232  HISTORY     - 1957     MONUMENTED       CGS
 BQ0232  HISTORY     - 1958     GOOD             AMS
 BQ0232
 BQ0232                          STATION DESCRIPTION
 BQ0232
 BQ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0232'3.9 MI NW FROM LOBO.
 BQ0232'ABOUT 3.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0232'FROM THE COUNTY ROAD CROSSING AT LOBO, 14 POLES EAST OF MILEPOST 700,
 BQ0232'IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF A 3-CHANNEL
 BQ0232'CONCRETE CULVERT, 8 1/2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET
 BQ0232'LOWER THAN THE LEVEL OF THE TRACK.
 BQ0232
 BQ0232                          STATION RECOVERY (1958)
 BQ0232
 BQ0232'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0026 ***********************************************************************
 BQ0026  DESIGNATION -  U 1109 RESET 1958
 BQ0026  PID         -  BQ0026
 BQ0026  STATE/COUNTY-  TX/PRESIDIO
 BQ0026  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0026
 BQ0026                         *CURRENT SURVEY CONTROL
 BQ0026  ___________________________________________________________________
 BQ0026* NAD 83(1986)-  30 30 32.     (N)    104 23 52.     (W)     SCALED    
 BQ0026* NAVD 88     -      1409.830  (meters)    4625.42   (feet)  ADJUSTED  
 BQ0026  ___________________________________________________________________
 BQ0026  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BQ0026  DYNAMIC HT  -        1407.484 (meters)    4617.72  (feet)  COMP
 BQ0026  MODELED GRAV-     978,928.5   (mgal)                       NAVD 88
 BQ0026
 BQ0026  VERT ORDER  -  FIRST     CLASS II
 BQ0026
 BQ0026.The horizontal coordinates were scaled from a topographic map and have
 BQ0026.an estimated accuracy of +/- 6 seconds.
 BQ0026
 BQ0026.The orthometric height was determined by differential leveling
 BQ0026.and adjusted by the National Geodetic Survey in June 1991..
 BQ0026
 BQ0026.The geoid height was determined by GEOID03.
 BQ0026
 BQ0026.The dynamic height is computed by dividing the NAVD 88
 BQ0026.geopotential number by the normal gravity value computed on the
 BQ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0026.degrees latitude (g = 980.6199 gals.).
 BQ0026
 BQ0026.The modeled gravity was interpolated from observed gravity values.
 BQ0026
 BQ0026;                    North         East    Units  Estimated Accuracy
 BQ0026;SPC TXSC     - 4,308,500.       82,010.      MT  (+/- 180 meters Scaled)
 BQ0026
 BQ0026                          SUPERSEDED SURVEY CONTROL
 BQ0026
 BQ0026  NGVD 29 (??/??/92) 1409.22   (m)         4623.4    (f) COMPUTED    1 2
 BQ0026
 BQ0026.Superseded values are not recommended for survey control.
 BQ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0026.See file dsdata.txt to determine how the superseded data were derived.
 BQ0026
 BQ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP577753(NAD 83)
 BQ0026_MARKER: DB = BENCH MARK DISK
 BQ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0026_STAMPING: U 1109 RESET 1958
 BQ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0026+STABILITY: SURFACE MOTION
 BQ0026
 BQ0026  HISTORY     - Date     Condition        Report By
 BQ0026  HISTORY     - 1958     MONUMENTED       CGS
 BQ0026  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0026
 BQ0026                          STATION DESCRIPTION
 BQ0026
 BQ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0026'7.8 MI SE FROM VALENTINE.
 BQ0026'ABOUT 7.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0026'FROM THE STATION AT VALENTINE, 13 FEET SOUTHEAST OF MILEPOST 660, 42
 BQ0026'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 116 FEET
 BQ0026'NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90, 2 POLES NORTHWEST OF
 BQ0026'A WOODEN BRIDGE, 9 POLES SOUTHEAST OF THE QUEBEC SIDING SIGN, 2 1/2
 BQ0026'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 BQ0026'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BQ0026'INCHES.
 BQ0026
 BQ0026                          STATION RECOVERY (1981)
 BQ0026
 BQ0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0026'NOTE=THE POST WAS FOUND ON TOP OF THE GROUND, DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0523 ***********************************************************************
 CU0523  DESIGNATION -  U 111
 CU0523  PID         -  CU0523
 CU0523  STATE/COUNTY-  TX/HOWARD
 CU0523  USGS QUAD   -  FORSAN (1971)
 CU0523
 CU0523                         *CURRENT SURVEY CONTROL
 CU0523  ___________________________________________________________________
 CU0523* NAD 83(1986)-  32 03 16.     (N)    101 21 29.     (W)     SCALED    
 CU0523* NAVD 88     -       791.503  (meters)    2596.79   (feet)  ADJUSTED  
 CU0523  ___________________________________________________________________
 CU0523  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 CU0523  DYNAMIC HT  -         790.414 (meters)    2593.22  (feet)  COMP
 CU0523  MODELED GRAV-     979,237.1   (mgal)                       NAVD 88
 CU0523
 CU0523  VERT ORDER  -  FIRST     CLASS II
 CU0523
 CU0523.The horizontal coordinates were scaled from a topographic map and have
 CU0523.an estimated accuracy of +/- 6 seconds.
 CU0523
 CU0523.The orthometric height was determined by differential leveling
 CU0523.and adjusted by the National Geodetic Survey in June 1991..
 CU0523
 CU0523.The geoid height was determined by GEOID03.
 CU0523
 CU0523.The dynamic height is computed by dividing the NAVD 88
 CU0523.geopotential number by the normal gravity value computed on the
 CU0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0523.degrees latitude (g = 980.6199 gals.).
 CU0523
 CU0523.The modeled gravity was interpolated from observed gravity values.
 CU0523
 CU0523;                    North         East    Units  Estimated Accuracy
 CU0523;SPC TXNC     - 2,046,670.      330,120.      MT  (+/- 180 meters Scaled)
 CU0523
 CU0523                          SUPERSEDED SURVEY CONTROL
 CU0523
 CU0523  NGVD 29 (??/??/92)  791.252  (m)         2595.97   (f) ADJ UNCH    1 2
 CU0523
 CU0523.Superseded values are not recommended for survey control.
 CU0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0523.See file dsdata.txt to determine how the superseded data were derived.
 CU0523
 CU0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA773489(NAD 83)
 CU0523_MARKER: DB = BENCH MARK DISK
 CU0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0523_STAMPING: 2595.966 U 111 1933
 CU0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0523+STABILITY: SURFACE MOTION
 CU0523
 CU0523  HISTORY     - Date     Condition        Report By
 CU0523  HISTORY     - 1933     MONUMENTED       CGS
 CU0523
 CU0523                          STATION DESCRIPTION
 CU0523
 CU0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CU0523'20.1 MI SE FROM BIG SPRING.
 CU0523'20.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM BIG SPRING, HOWARD
 CU0523'COUNTY, ON THE OLD HIGHWAY, 0.4 MILE SOUTHEAST OF A WINDMILL AND A
 CU0523'RANCH HOUSE, 39 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, AND
 CU0523'OUTSIDE THE FENCE.  A STANDARD DISK, STAMPED 2595.966 U 111 1933 AND
 CU0523'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 CU0523'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0293 ***********************************************************************
 AZ0293  DESIGNATION -  U 1110
 AZ0293  PID         -  AZ0293
 AZ0293  STATE/COUNTY-  TX/VAL VERDE
 AZ0293  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0293
 AZ0293                         *CURRENT SURVEY CONTROL
 AZ0293  ___________________________________________________________________
 AZ0293* NAD 83(1986)-  29 23 48.     (N)    101 01 17.     (W)     SCALED    
 AZ0293* NAVD 88     -       281.713  (meters)     924.25   (feet)  POSTED    
 AZ0293  ___________________________________________________________________
 AZ0293  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0293  DYNAMIC HT  -         281.300 (meters)     922.90  (feet)  COMP
 AZ0293  MODELED GRAV-     979,171.9   (mgal)                       NAVD 88
 AZ0293
 AZ0293  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0293
 AZ0293.The horizontal coordinates were scaled from a topographic map and have
 AZ0293.an estimated accuracy of +/- 6 seconds.
 AZ0293
 AZ0293.The orthometric height was determined by differential leveling
 AZ0293.and adjusted by the National Geodetic Survey in 1992..
 AZ0293.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0293.rate of 0.0 thru 1.0 mm/km.
 AZ0293
 AZ0293.The geoid height was determined by GEOID03.
 AZ0293
 AZ0293.The dynamic height is computed by dividing the NAVD 88
 AZ0293.geopotential number by the normal gravity value computed on the
 AZ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0293.degrees latitude (g = 980.6199 gals.).
 AZ0293
 AZ0293.The modeled gravity was interpolated from observed gravity values.
 AZ0293
 AZ0293;                    North         East    Units  Estimated Accuracy
 AZ0293;SPC TXSC     - 4,174,950.      403,830.      MT  (+/- 180 meters Scaled)
 AZ0293
 AZ0293                          SUPERSEDED SURVEY CONTROL
 AZ0293
 AZ0293  NGVD 29 (??/??/92)  281.654  (m)          924.06   (f) ADJ UNCH    1 2
 AZ0293
 AZ0293.Superseded values are not recommended for survey control.
 AZ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0293.See file dsdata.txt to determine how the superseded data were derived.
 AZ0293
 AZ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT038536(NAD 83)
 AZ0293_MARKER: DB = BENCH MARK DISK
 AZ0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0293_SP_SET: ABUTMENT
 AZ0293_STAMPING: U 1110 1957
 AZ0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0293
 AZ0293  HISTORY     - Date     Condition        Report By
 AZ0293  HISTORY     - 1957     MONUMENTED       CGS
 AZ0293  HISTORY     - 1958     GOOD             NGS
 AZ0293
 AZ0293                          STATION DESCRIPTION
 AZ0293
 AZ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0293'8.4 MI NW FROM DEL RIO.
 AZ0293'ABOUT 8.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0293'FROM THE STATION AT DEL RIO, 1 POLE SOUTHEAST OF MILEPOST 387, IN THE
 AZ0293'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF A LARGE
 AZ0293'STEEL GIRDER BRIDGE, 8 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 AZ0293'1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0255 ***********************************************************************
 AZ0255  DESIGNATION -  U 1111
 AZ0255  PID         -  AZ0255
 AZ0255  STATE/COUNTY-  TX/VAL VERDE
 AZ0255  USGS QUAD   -  COMSTOCK (1972)
 AZ0255
 AZ0255                         *CURRENT SURVEY CONTROL
 AZ0255  ___________________________________________________________________
 AZ0255* NAD 83(1986)-  29 41 32.     (N)    101 12 41.     (W)     SCALED    
 AZ0255* NAVD 88     -       470.273  (meters)    1542.89   (feet)  ADJUSTED  
 AZ0255  ___________________________________________________________________
 AZ0255  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0255  DYNAMIC HT  -         469.586 (meters)    1540.63  (feet)  COMP
 AZ0255  MODELED GRAV-     979,166.4   (mgal)                       NAVD 88
 AZ0255
 AZ0255  VERT ORDER  -  FIRST     CLASS II
 AZ0255
 AZ0255.The horizontal coordinates were scaled from a topographic map and have
 AZ0255.an estimated accuracy of +/- 6 seconds.
 AZ0255
 AZ0255.The orthometric height was determined by differential leveling
 AZ0255.and adjusted by the National Geodetic Survey in June 1991..
 AZ0255
 AZ0255.The geoid height was determined by GEOID03.
 AZ0255
 AZ0255.The dynamic height is computed by dividing the NAVD 88
 AZ0255.geopotential number by the normal gravity value computed on the
 AZ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0255.degrees latitude (g = 980.6199 gals.).
 AZ0255
 AZ0255.The modeled gravity was interpolated from observed gravity values.
 AZ0255
 AZ0255;                    North         East    Units  Estimated Accuracy
 AZ0255;SPC TXSC     - 4,208,040.      386,010.      MT  (+/- 180 meters Scaled)
 AZ0255
 AZ0255                          SUPERSEDED SURVEY CONTROL
 AZ0255
 AZ0255  NGVD 29 (??/??/92)  470.159  (m)         1542.51   (f) ADJ UNCH    1 2
 AZ0255
 AZ0255.Superseded values are not recommended for survey control.
 AZ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0255.See file dsdata.txt to determine how the superseded data were derived.
 AZ0255
 AZ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT860867(NAD 83)
 AZ0255_MARKER: DB = BENCH MARK DISK
 AZ0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0255_SP_SET: CULVERT
 AZ0255_STAMPING: U 1111 1957
 AZ0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0255
 AZ0255  HISTORY     - Date     Condition        Report By
 AZ0255  HISTORY     - 1957     MONUMENTED       CGS
 AZ0255  HISTORY     - 1958     GOOD             NGS
 AZ0255  HISTORY     - 1971     MARK NOT FOUND   USGS
 AZ0255  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0255
 AZ0255                          STATION DESCRIPTION
 AZ0255
 AZ0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0255'2.6 MI W FROM COMSTOCK.
 AZ0255'ABOUT 2.6 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0255'STATION AT COMSTOCK, 7 POLES WEST OF MILEPOST 416, IN THE TOP OF THE
 AZ0255'WEST END OF THE SOUTH HEAD WALL OF A 2X4-FOOT CONCRETE CULVERT, 8 1/2
 AZ0255'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 AZ0255'TRACK.
 AZ0255
 AZ0255                          STATION RECOVERY (1971)
 AZ0255
 AZ0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AZ0255'MARK NOT FOUND.
 AZ0255
 AZ0255                          STATION RECOVERY (1981)
 AZ0255
 AZ0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0255'THE CONCRETE CULVERT IS NO LONGER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0327 ***********************************************************************
 AO0327  DESIGNATION -  U 1112
 AO0327  PID         -  AO0327
 AO0327  STATE/COUNTY-  TX/LA SALLE
 AO0327  USGS QUAD   -  COTULLA (1974)
 AO0327
 AO0327                         *CURRENT SURVEY CONTROL
 AO0327  ___________________________________________________________________
 AO0327* NAD 83(1986)-  28 28 53.     (N)    099 07 38.     (W)     SCALED    
 AO0327* NAVD 88     -       162.135  (meters)     531.94   (feet)  ADJUSTED  
 AO0327  ___________________________________________________________________
 AO0327  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AO0327  DYNAMIC HT  -         161.892 (meters)     531.14  (feet)  COMP
 AO0327  MODELED GRAV-     979,144.9   (mgal)                       NAVD 88
 AO0327
 AO0327  VERT ORDER  -  FIRST     CLASS II
 AO0327
 AO0327.The horizontal coordinates were scaled from a topographic map and have
 AO0327.an estimated accuracy of +/- 6 seconds.
 AO0327
 AO0327.The orthometric height was determined by differential leveling
 AO0327.and adjusted by the National Geodetic Survey in June 1991..
 AO0327
 AO0327.The geoid height was determined by GEOID03.
 AO0327
 AO0327.The dynamic height is computed by dividing the NAVD 88
 AO0327.geopotential number by the normal gravity value computed on the
 AO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0327.degrees latitude (g = 980.6199 gals.).
 AO0327
 AO0327.The modeled gravity was interpolated from observed gravity values.
 AO0327
 AO0327;                    North         East    Units  Estimated Accuracy
 AO0327;SPC TXSC     - 4,071,830.      587,540.      MT  (+/- 180 meters Scaled)
 AO0327
 AO0327                          SUPERSEDED SURVEY CONTROL
 AO0327
 AO0327  NGVD 29 (??/??/92)  162.004  (m)          531.51   (f) ADJ UNCH    1 2
 AO0327
 AO0327.Superseded values are not recommended for survey control.
 AO0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0327.See file dsdata.txt to determine how the superseded data were derived.
 AO0327
 AO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS875505(NAD 83)
 AO0327_MARKER: DB = BENCH MARK DISK
 AO0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0327_SP_SET: PIPE
 AO0327_STAMPING: U 1112 1958
 AO0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0327
 AO0327  HISTORY     - Date     Condition        Report By
 AO0327  HISTORY     - 1958     MONUMENTED       CGS
 AO0327
 AO0327                          STATION DESCRIPTION
 AO0327
 AO0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AO0327'6.0 MI E FROM GARDENDALE.
 AO0327'ABOUT 6.0 MILES EAST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD
 AO0327'FROM THE STATION AT GARDENVALE, 5 1/2 FEET EAST OF MILEPOST 99, 19
 AO0327'FEET SOUTH OF THE SOUTH RAIL, 6 POLES EAST OF A 30-INCH TUBE CULVERT,
 AO0327'AT THE EAST END OF A CUT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK,
 AO0327'AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0353 ***********************************************************************
 AZ0353  DESIGNATION -  U 1113
 AZ0353  PID         -  AZ0353
 AZ0353  STATE/COUNTY-  TX/VAL VERDE
 AZ0353  USGS QUAD   -  PUMPVILLE (1980)
 AZ0353
 AZ0353                         *CURRENT SURVEY CONTROL
 AZ0353  ___________________________________________________________________
 AZ0353* NAD 83(1986)-  29 53 36.     (N)    101 39 48.     (W)     SCALED    
 AZ0353* NAVD 88     -       489.998  (meters)    1607.60   (feet)  ADJUSTED  
 AZ0353  ___________________________________________________________________
 AZ0353  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AZ0353  DYNAMIC HT  -         489.259 (meters)    1605.18  (feet)  COMP
 AZ0353  MODELED GRAV-     979,121.4   (mgal)                       NAVD 88
 AZ0353
 AZ0353  VERT ORDER  -  FIRST     CLASS II
 AZ0353
 AZ0353.The horizontal coordinates were scaled from a topographic map and have
 AZ0353.an estimated accuracy of +/- 6 seconds.
 AZ0353
 AZ0353.The orthometric height was determined by differential leveling
 AZ0353.and adjusted by the National Geodetic Survey in June 1991..
 AZ0353
 AZ0353.The geoid height was determined by GEOID03.
 AZ0353
 AZ0353.The dynamic height is computed by dividing the NAVD 88
 AZ0353.geopotential number by the normal gravity value computed on the
 AZ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0353.degrees latitude (g = 980.6199 gals.).
 AZ0353
 AZ0353.The modeled gravity was interpolated from observed gravity values.
 AZ0353
 AZ0353;                    North         East    Units  Estimated Accuracy
 AZ0353;SPC TXSC     - 4,231,240.      342,800.      MT  (+/- 180 meters Scaled)
 AZ0353
 AZ0353                          SUPERSEDED SURVEY CONTROL
 AZ0353
 AZ0353  NGVD 29 (??/??/92)  489.850  (m)         1607.12   (f) ADJ UNCH    1 2
 AZ0353
 AZ0353.Superseded values are not recommended for survey control.
 AZ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0353.See file dsdata.txt to determine how the superseded data were derived.
 AZ0353
 AZ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU428099(NAD 83)
 AZ0353_MARKER: DB = BENCH MARK DISK
 AZ0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0353_STAMPING: U 1113 1957
 AZ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0353+STABILITY: SURFACE MOTION
 AZ0353
 AZ0353  HISTORY     - Date     Condition        Report By
 AZ0353  HISTORY     - 1957     MONUMENTED       CGS
 AZ0353  HISTORY     - 1958     GOOD             NGS
 AZ0353
 AZ0353                          STATION DESCRIPTION
 AZ0353
 AZ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0353'8.2 MI NW FROM LANGTRY.
 AZ0353'ABOUT 8.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0353'FROM THE STATION AT LANGTRY, 23 FEET SOUTH OF THE 1ST POLE WEST OF
 AZ0353'MILEPOST 451, 96 FEET SOUTH OF THE SOUTH RAIL, 137 FEET WEST OF A
 AZ0353'FENCE CORNER IN AN OFFSET IN THE SOUTH RIGHT OF WAY FENCE, AT THE EAST
 AZ0353'END OF A CUT, 24 FEET WEST OF THE CENTER LINE OF A GATE, 2 1/2 FEET
 AZ0353'NORTH OF THE SOUTH RIGHT OF WAY FENCE, 3 FEET WEST OF A CONCRETE
 AZ0353'WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 AZ0353'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0441 ***********************************************************************
 BP0441  DESIGNATION -  U 1114
 BP0441  PID         -  BP0441
 BP0441  STATE/COUNTY-  TX/JEFF DAVIS
 BP0441  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0441
 BP0441                         *CURRENT SURVEY CONTROL
 BP0441  ___________________________________________________________________
 BP0441* NAD 83(1986)-  30 31 48.     (N)    103 50 45.     (W)     SCALED    
 BP0441* NAVD 88     -      1453.816  (meters)    4769.73   (feet)  ADJUSTED  
 BP0441  ___________________________________________________________________
 BP0441  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 BP0441  DYNAMIC HT  -        1451.451 (meters)    4761.97  (feet)  COMP
 BP0441  MODELED GRAV-     978,962.6   (mgal)                       NAVD 88
 BP0441  OBS GRAVITY -     978,962.9   (mgal)                       GRAV_OBS
 BP0441
 BP0441  VERT ORDER  -  FIRST     CLASS I
 BP0441
 BP0441.The horizontal coordinates were scaled from a topographic map and have
 BP0441.an estimated accuracy of +/- 6 seconds.
 BP0441
 BP0441.The orthometric height was determined by differential leveling
 BP0441.and adjusted by the National Geodetic Survey in June 1991..
 BP0441
 BP0441.The geoid height was determined by GEOID03.
 BP0441
 BP0441.The dynamic height is computed by dividing the NAVD 88
 BP0441.geopotential number by the normal gravity value computed on the
 BP0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0441.degrees latitude (g = 980.6199 gals.).
 BP0441
 BP0441.The modeled gravity was interpolated from observed gravity values.
 BP0441.The observed gravity was obtained from relative gravimeter ties
 BP0441.to the IGSN71 gravity network.
 BP0441
 BP0441;                    North         East    Units  Estimated Accuracy
 BP0441;SPC TX C     - 3,101,030.      362,990.      MT  (+/- 180 meters Scaled)
 BP0441
 BP0441                          SUPERSEDED SURVEY CONTROL
 BP0441
 BP0441  NGVD 29 (??/??/92) 1453.304  (m)         4768.05   (f) ADJ UNCH    1 1
 BP0441
 BP0441.Superseded values are not recommended for survey control.
 BP0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0441.See file dsdata.txt to determine how the superseded data were derived.
 BP0441
 BP0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP107780(NAD 83)
 BP0441_MARKER: DB = BENCH MARK DISK
 BP0441_SETTING: 66 = SET IN ROCK OUTCROP
 BP0441_SP_SET: ROCK OUTCROP
 BP0441_STAMPING: U 1114 1958
 BP0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0441+STABILITY: POSITION/ELEVATION WELL
 BP0441
 BP0441  HISTORY     - Date     Condition        Report By
 BP0441  HISTORY     - 1958     MONUMENTED       CGS
 BP0441  HISTORY     - 1977     GOOD             NGS
 BP0441  HISTORY     - 1988     GOOD             USPSQD
 BP0441  HISTORY     - 1989     GOOD             USPSQD
 BP0441  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0441  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0441
 BP0441                          STATION DESCRIPTION
 BP0441
 BP0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0441'5.2 MI SE FROM FORT DAVIS.
 BP0441'ABOUT 5.2 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0441'COURTHOUSE AT FORT DAVIS, IN THE TOP OF A ROCK OUTCROP WHICH IS
 BP0441'SURROUNDED BY TWO LARGE ROCK OUTCROPS FORMING A DEPRESSION 2 FEET
 BP0441'SQUARE, 88 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT THE
 BP0441'NORTHWEST SIDE OF A PROMINENT ROCKY RIDGE WHICH IS LOCATED BETWEEN
 BP0441'MUSQUIZ CREEK AND THE HIGHWAY, 83 FEET EAST OF THE SOUTHEAST END OF A
 BP0441'STONE GUARD RAIL, 36 1/2 FEET NORTHEAST OF A FENCE, 19 FEET SOUTHEAST
 BP0441'OF THE NORTHWEST END OF THE ROCKY RIDGE, AND ABOUT 4 FEET BELOW THE
 BP0441'LEVEL OF THE HIGHWAY.
 BP0441
 BP0441                          STATION RECOVERY (1977)
 BP0441
 BP0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0441'RECOVERED IN GOOD CONDITION.
 BP0441
 BP0441                          STATION RECOVERY (1988)
 BP0441
 BP0441'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0441'RECOVERED IN GOOD CONDITION.
 BP0441
 BP0441                          STATION RECOVERY (1989)
 BP0441
 BP0441'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0441'RECOVERED IN GOOD CONDITION.
 BP0441
 BP0441                          STATION RECOVERY (1996)
 BP0441
 BP0441'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0441'MARK NOT FOUND.
 BP0441
 BP0441                          STATION RECOVERY (2003)
 BP0441
 BP0441'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0511 ***********************************************************************
 BP0511  DESIGNATION -  U 1115
 BP0511  PID         -  BP0511
 BP0511  STATE/COUNTY-  TX/REEVES
 BP0511  USGS QUAD   -  TOYAHVALE (1972)
 BP0511
 BP0511                         *CURRENT SURVEY CONTROL
 BP0511  ___________________________________________________________________
 BP0511* NAD 83(1986)-  30 56 58.     (N)    103 46 34.     (W)     SCALED    
 BP0511* NAVD 88     -      1003.879  (meters)    3293.56   (feet)  POSTED    
 BP0511  ___________________________________________________________________
 BP0511  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 BP0511  DYNAMIC HT  -        1002.350 (meters)    3288.54  (feet)  COMP
 BP0511  MODELED GRAV-     979,081.4   (mgal)                       NAVD 88
 BP0511
 BP0511  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0511
 BP0511.The horizontal coordinates were scaled from a topographic map and have
 BP0511.an estimated accuracy of +/- 6 seconds.
 BP0511
 BP0511.The orthometric height was determined by differential leveling
 BP0511.and adjusted by the National Geodetic Survey in 1992..
 BP0511.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0511.rate of 2.1 thru 3.0 mm/km.
 BP0511
 BP0511.The geoid height was determined by GEOID03.
 BP0511
 BP0511.The dynamic height is computed by dividing the NAVD 88
 BP0511.geopotential number by the normal gravity value computed on the
 BP0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0511.degrees latitude (g = 980.6199 gals.).
 BP0511
 BP0511.The modeled gravity was interpolated from observed gravity values.
 BP0511
 BP0511;                    North         East    Units  Estimated Accuracy
 BP0511;SPC TX C     - 3,147,290.      371,120.      MT  (+/- 180 meters Scaled)
 BP0511
 BP0511                          SUPERSEDED SURVEY CONTROL
 BP0511
 BP0511  NGVD 29 (??/??/92) 1003.550  (m)         3292.48   (f) ADJ UNCH    2 0
 BP0511
 BP0511.Superseded values are not recommended for survey control.
 BP0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0511.See file dsdata.txt to determine how the superseded data were derived.
 BP0511
 BP0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ169246(NAD 83)
 BP0511_MARKER: DB = BENCH MARK DISK
 BP0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0511_SP_SET: CULVERT
 BP0511_STAMPING: U 1115 1958
 BP0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0511
 BP0511  HISTORY     - Date     Condition        Report By
 BP0511  HISTORY     - 1958     MONUMENTED       CGS
 BP0511  HISTORY     - 19961011 GOOD             USPSQD
 BP0511  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 BP0511
 BP0511                          STATION DESCRIPTION
 BP0511
 BP0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0511'0.75 MI NE FROM TOYAHVALE.
 BP0511'ABOUT 0.75 MILES NORTHEAST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 17
 BP0511'FROM THE POST OFFICE AT TOYAHVALE, IN THE TOP AND CENTER OF THE
 BP0511'SOUTHEAST CONCRETE HEAD WALL OF A 4-CHANNEL CONCRETE CULVERT, 25 FEET
 BP0511'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.2 MILE SOUTHWEST OF A
 BP0511'CURVE IN THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 BP0511
 BP0511                          STATION RECOVERY (1996)
 BP0511
 BP0511'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0511'RECOVERED IN GOOD CONDITION.
 BP0511
 BP0511                          STATION RECOVERY (2005)
 BP0511
 BP0511'RECOVERY NOTE BY US POWER SQUADRON 2005 (BEL)
 BP0511'HEAD WALL OF CULVERT APPEARS TO HAVE BEEN REWORKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0366 ***********************************************************************
 BO0366  DESIGNATION -  U 1116
 BO0366  PID         -  BO0366
 BO0366  STATE/COUNTY-  TX/TERRELL
 BO0366  USGS QUAD   -  SHEFFIELD NW (1976)
 BO0366
 BO0366                         *CURRENT SURVEY CONTROL
 BO0366  ___________________________________________________________________
 BO0366* NAD 83(1986)-  30 39 18.     (N)    101 54 31.     (W)     SCALED    
 BO0366* NAVD 88     -       739.710  (meters)    2426.87   (feet)  ADJUSTED  
 BO0366  ___________________________________________________________________
 BO0366  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 BO0366  DYNAMIC HT  -         738.617 (meters)    2423.28  (feet)  COMP
 BO0366  MODELED GRAV-     979,139.9   (mgal)                       NAVD 88
 BO0366
 BO0366  VERT ORDER  -  SECOND    CLASS 0
 BO0366
 BO0366.The horizontal coordinates were scaled from a topographic map and have
 BO0366.an estimated accuracy of +/- 6 seconds.
 BO0366
 BO0366.The orthometric height was determined by differential leveling
 BO0366.and adjusted by the National Geodetic Survey in June 1991..
 BO0366
 BO0366.The geoid height was determined by GEOID03.
 BO0366
 BO0366.The dynamic height is computed by dividing the NAVD 88
 BO0366.geopotential number by the normal gravity value computed on the
 BO0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0366.degrees latitude (g = 980.6199 gals.).
 BO0366
 BO0366.The modeled gravity was interpolated from observed gravity values.
 BO0366
 BO0366;                    North         East    Units  Estimated Accuracy
 BO0366;SPC TXSC     - 4,316,210.      321,210.      MT  (+/- 180 meters Scaled)
 BO0366
 BO0366                          SUPERSEDED SURVEY CONTROL
 BO0366
 BO0366  NGVD 29 (??/??/92)  739.471  (m)         2426.08   (f) ADJ UNCH    2 0
 BO0366
 BO0366.Superseded values are not recommended for survey control.
 BO0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0366.See file dsdata.txt to determine how the superseded data were derived.
 BO0366
 BO0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU212949(NAD 83)
 BO0366_MARKER: DB = BENCH MARK DISK
 BO0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0366_SP_SET: FOUNDATION
 BO0366_STAMPING: U 1116 1958
 BO0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0366
 BO0366  HISTORY     - Date     Condition        Report By
 BO0366  HISTORY     - 1958     MONUMENTED       CGS
 BO0366
 BO0366                          STATION DESCRIPTION
 BO0366
 BO0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0366'6.05 MI SW FROM SHEFFIELD.
 BO0366'ABOUT 6.05 MILES SOUTHWEST ALONG STATE HIGHWAY 349 FROM THE POST
 BO0366'OFFICE AT SHEFFIELD, IN THE TOP OF THE NORTHEAST CORNER OF THE
 BO0366'CONCRETE FOUNDATION OF A STEEL CATTLE GUARD, 14 FEET EAST OF THE
 BO0366'CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE NORTH OF A CURVE AT THE
 BO0366'BASE OF A HILL, 99 FEET SOUTHEAT OF THE TERRELL-PECOS COUNTY LINE, AND
 BO0366'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK IS 24 FEET
 BO0366'WEST-NORTHWEST OF B. M. Z 723.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0281 ***********************************************************************
 CD0281  DESIGNATION -  U 1117
 CD0281  PID         -  CD0281
 CD0281  STATE/COUNTY-  TX/HUDSPETH
 CD0281  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0281
 CD0281                         *CURRENT SURVEY CONTROL
 CD0281  ___________________________________________________________________
 CD0281* NAD 83(1986)-  31 45 20.     (N)    104 58 43.     (W)     SCALED    
 CD0281* NAVD 88     -      1102.347  (meters)    3616.62   (feet)  ADJUSTED  
 CD0281  ___________________________________________________________________
 CD0281  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CD0281  DYNAMIC HT  -        1100.687 (meters)    3611.17  (feet)  COMP
 CD0281  MODELED GRAV-     979,097.2   (mgal)                       NAVD 88
 CD0281
 CD0281  VERT ORDER  -  FIRST     CLASS I
 CD0281
 CD0281.The horizontal coordinates were scaled from a topographic map and have
 CD0281.an estimated accuracy of +/- 6 seconds.
 CD0281
 CD0281.The orthometric height was determined by differential leveling
 CD0281.and adjusted by the National Geodetic Survey in June 1991..
 CD0281
 CD0281.The geoid height was determined by GEOID03.
 CD0281
 CD0281.The dynamic height is computed by dividing the NAVD 88
 CD0281.geopotential number by the normal gravity value computed on the
 CD0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0281.degrees latitude (g = 980.6199 gals.).
 CD0281
 CD0281.The modeled gravity was interpolated from observed gravity values.
 CD0281
 CD0281;                    North         East    Units  Estimated Accuracy
 CD0281;SPC TX C     - 3,240,760.      260,030.      MT  (+/- 180 meters Scaled)
 CD0281
 CD0281                          SUPERSEDED SURVEY CONTROL
 CD0281
 CD0281  NGVD 29 (??/??/92) 1101.807  (m)         3614.85   (f) ADJ UNCH    1 1
 CD0281
 CD0281.Superseded values are not recommended for survey control.
 CD0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0281.See file dsdata.txt to determine how the superseded data were derived.
 CD0281
 CD0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER020133(NAD 83)
 CD0281_MARKER: DB = BENCH MARK DISK
 CD0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0281_STAMPING: U 1117 1958
 CD0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0281+STABILITY: SURFACE MOTION
 CD0281
 CD0281  HISTORY     - Date     Condition        Report By
 CD0281  HISTORY     - 1958     MONUMENTED       CGS
 CD0281  HISTORY     - 1977     GOOD             NGS
 CD0281
 CD0281                          STATION DESCRIPTION
 CD0281
 CD0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0281'85.6 MI E FROM EL PASO.
 CD0281'ABOUT 85.6 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0281'JUNCTION OF LOOP 16 AT EL PASO, 151 FEET NORTH OF THE CENTER LINE OF
 CD0281'THE HIGHWAY, ABOUT 0.1 MILE WEST OF A CATTLE GUARD IN THE NORTH RIGHT
 CD0281'OF WAY FENCE, 71 FEET NORTH OF A FENCE, 5 FEET EAST OF A POWER POLE, 2
 CD0281'FEET WEST OF A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 CD0281'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CD0281
 CD0281                          STATION RECOVERY (1977)
 CD0281
 CD0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0281'17.3 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0281'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 151 FT. NORTH
 CD0281'OF THE CENTER LINE OF THE HIGHWAY, 0.15 MILE WEST OF A CATTLE
 CD0281'GUARD IN THE NORTH RIGHT OF WAY FENCE, 63 FT. NORTH OF THE
 CD0281'RIGHT OF WAY FENCE, 6 FT. EAST OF A TELEPHONE POLE, NOTE=
 CD0281'WITNESS POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0468 ***********************************************************************
 CD0468  DESIGNATION -  U 1119
 CD0468  PID         -  CD0468
 CD0468  STATE/COUNTY-  TX/HUDSPETH
 CD0468  USGS QUAD   -  DELL CITY (1984)
 CD0468
 CD0468                         *CURRENT SURVEY CONTROL
 CD0468  ___________________________________________________________________
 CD0468* NAD 83(1986)-  31 53 36.     (N)    105 12 05.     (W)     SCALED    
 CD0468* NAVD 88     -      1125.867  (meters)    3693.78   (feet)  POSTED    
 CD0468  ___________________________________________________________________
 CD0468  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0468  DYNAMIC HT  -        1124.210 (meters)    3688.35  (feet)  COMP
 CD0468  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 CD0468
 CD0468  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0468
 CD0468.The horizontal coordinates were scaled from a topographic map and have
 CD0468.an estimated accuracy of +/- 6 seconds.
 CD0468
 CD0468.The orthometric height was determined by differential leveling
 CD0468.and adjusted by the National Geodetic Survey in 1992..
 CD0468.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0468.rate of 0.0 thru 1.0 mm/km.
 CD0468
 CD0468.The geoid height was determined by GEOID03.
 CD0468
 CD0468.The dynamic height is computed by dividing the NAVD 88
 CD0468.geopotential number by the normal gravity value computed on the
 CD0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0468.degrees latitude (g = 980.6199 gals.).
 CD0468
 CD0468.The modeled gravity was interpolated from observed gravity values.
 CD0468
 CD0468;                    North         East    Units  Estimated Accuracy
 CD0468;SPC TX C     - 3,256,920.      239,620.      MT  (+/- 180 meters Scaled)
 CD0468
 CD0468                          SUPERSEDED SURVEY CONTROL
 CD0468
 CD0468  NGVD 29 (??/??/92) 1125.374  (m)         3692.16   (f) ADJ UNCH    2 0
 CD0468
 CD0468.Superseded values are not recommended for survey control.
 CD0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0468.See file dsdata.txt to determine how the superseded data were derived.
 CD0468
 CD0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR809286(NAD 83)
 CD0468_MARKER: DB = BENCH MARK DISK
 CD0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0468_STAMPING: U 1119 1958
 CD0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0468+STABILITY: SURFACE MOTION
 CD0468
 CD0468  HISTORY     - Date     Condition        Report By
 CD0468  HISTORY     - 1958     MONUMENTED       CGS
 CD0468  HISTORY     - 1980     MARK NOT FOUND   USGS
 CD0468
 CD0468                          STATION DESCRIPTION
 CD0468
 CD0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0468'3.25 MI S FROM DELL CITY.
 CD0468'ABOUT 3.25 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0468'DELL CITY, 100 FEET WEST OF THE CENTER LINE OF THE ROAD, AT THE
 CD0468'INTERSECTION OF A DIRT ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE
 CD0468'DIRT ROAD, 48 FEET WEST OF A POWER POLE, 19 FEET WEST OF A BRACE POLE,
 CD0468'2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CD0468'ROADS, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CD0468
 CD0468                          STATION RECOVERY (1980)
 CD0468
 CD0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CD0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0460 ***********************************************************************
 DO0460  DESIGNATION -  U 112
 DO0460  PID         -  DO0460
 DO0460  STATE/COUNTY-  TX/HASKELL
 DO0460  USGS QUAD   -  SAGERTON (1964)
 DO0460
 DO0460                         *CURRENT SURVEY CONTROL
 DO0460  ___________________________________________________________________
 DO0460* NAD 83(1986)-  33 01 05.     (N)    099 59 02.     (W)     SCALED    
 DO0460* NAVD 88     -       502.002  (meters)    1646.98   (feet)  ADJUSTED  
 DO0460  ___________________________________________________________________
 DO0460  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DO0460  DYNAMIC HT  -         501.364 (meters)    1644.89  (feet)  COMP
 DO0460  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 DO0460
 DO0460  VERT ORDER  -  FIRST     CLASS II
 DO0460
 DO0460.The horizontal coordinates were scaled from a topographic map and have
 DO0460.an estimated accuracy of +/- 6 seconds.
 DO0460
 DO0460.The orthometric height was determined by differential leveling
 DO0460.and adjusted by the National Geodetic Survey in June 1991..
 DO0460
 DO0460.The geoid height was determined by GEOID03.
 DO0460
 DO0460.The dynamic height is computed by dividing the NAVD 88
 DO0460.geopotential number by the normal gravity value computed on the
 DO0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0460.degrees latitude (g = 980.6199 gals.).
 DO0460
 DO0460.The modeled gravity was interpolated from observed gravity values.
 DO0460
 DO0460;                    North         East    Units  Estimated Accuracy
 DO0460;SPC TXNC     - 2,150,830.      461,380.      MT  (+/- 180 meters Scaled)
 DO0460
 DO0460                          SUPERSEDED SURVEY CONTROL
 DO0460
 DO0460  NGVD 29 (??/??/92)  501.818  (m)         1646.38   (f) ADJ UNCH    1 2
 DO0460
 DO0460.Superseded values are not recommended for survey control.
 DO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0460.See file dsdata.txt to determine how the superseded data were derived.
 DO0460
 DO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB081537(NAD 83)
 DO0460_MARKER: DB = BENCH MARK DISK
 DO0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0460_STAMPING: 1646.381 U 112 1933
 DO0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0460+STABILITY: SURFACE MOTION
 DO0460
 DO0460  HISTORY     - Date     Condition        Report By
 DO0460  HISTORY     - 1933     MONUMENTED       CGS
 DO0460  HISTORY     - 1958     GOOD             NGS
 DO0460
 DO0460                          STATION DESCRIPTION
 DO0460
 DO0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0460'3.7 MI S FROM SAGERTON.
 DO0460'3.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0460'SAGERTON, HASKELL COUNTY, AT MILEAGE 592.7, 54 FEET EAST OF THE
 DO0460'CENTERLINE OF THE TRACK, AND 4 FEET EAST OF A FENCE LINE.  A STANDARD
 DO0460'DISK, STAMPED 1646.381 U 112 1933 AND SET IN THE TOP OF A CONCRETE
 DO0460'POST.  NOTE-- THIS MARK RECOVERED ABOUT OPPOSITE THE 9TH POLE NORTH OF
 DO0460'MILEPOST 593 AND IS 3 1/2 FEET EAST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0152 ***********************************************************************
 CV0152  DESIGNATION -  U 1120
 CV0152  PID         -  CV0152
 CV0152  STATE/COUNTY-  TX/ANDREWS
 CV0152  USGS QUAD   -  SAND RANCH (1971)
 CV0152
 CV0152                         *CURRENT SURVEY CONTROL
 CV0152  ___________________________________________________________________
 CV0152* NAD 83(1986)-  32 10 31.     (N)    102 45 53.     (W)     SCALED    
 CV0152* NAVD 88     -      1006.396  (meters)    3301.82   (feet)  ADJUSTED  
 CV0152  ___________________________________________________________________
 CV0152  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 CV0152  DYNAMIC HT  -        1005.000 (meters)    3297.24  (feet)  COMP
 CV0152  MODELED GRAV-     979,216.2   (mgal)                       NAVD 88
 CV0152
 CV0152  VERT ORDER  -  SECOND    CLASS 0
 CV0152
 CV0152.The horizontal coordinates were scaled from a topographic map and have
 CV0152.an estimated accuracy of +/- 6 seconds.
 CV0152
 CV0152.The orthometric height was determined by differential leveling
 CV0152.and adjusted by the National Geodetic Survey in June 1991..
 CV0152
 CV0152.The geoid height was determined by GEOID03.
 CV0152
 CV0152.The dynamic height is computed by dividing the NAVD 88
 CV0152.geopotential number by the normal gravity value computed on the
 CV0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0152.degrees latitude (g = 980.6199 gals.).
 CV0152
 CV0152.The modeled gravity was interpolated from observed gravity values.
 CV0152
 CV0152;                    North         East    Units  Estimated Accuracy
 CV0152;SPC TXNC     - 2,064,560.      197,900.      MT  (+/- 180 meters Scaled)
 CV0152
 CV0152                          SUPERSEDED SURVEY CONTROL
 CV0152
 CV0152  NGVD 29 (??/??/92) 1005.982  (m)         3300.46   (f) ADJ UNCH    2 0
 CV0152
 CV0152.Superseded values are not recommended for survey control.
 CV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0152.See file dsdata.txt to determine how the superseded data were derived.
 CV0152
 CV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR107620(NAD 83)
 CV0152_MARKER: DB = BENCH MARK DISK
 CV0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0152_STAMPING: U 1120 1958
 CV0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0152+STABILITY: SURFACE MOTION
 CV0152
 CV0152  HISTORY     - Date     Condition        Report By
 CV0152  HISTORY     - 1958     MONUMENTED       CGS
 CV0152
 CV0152                          STATION DESCRIPTION
 CV0152
 CV0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0152'16.45 MI SW FROM ANDREWS.
 CV0152'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0152'COURTHOUSE AT ANDREWS, THENCE 16.35 MILES SOUTHWEST ALONG STATE
 CV0152'HIGHWAY 115, 62 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 41
 CV0152'FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHWEST, 31
 CV0152'FEET NORTHEAST OF THE NORTHEAST END OF A CATTLE GUARD, 1 1/2 FEET
 CV0152'NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE, 2 FEET NORTHEAST OF A
 CV0152'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 CV0152'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0098 ***********************************************************************
 CV0098  DESIGNATION -  U 1126
 CV0098  PID         -  CV0098
 CV0098  STATE/COUNTY-  TX/MARTIN
 CV0098  USGS QUAD   -  NORTH CURTIS RANCH (1966)
 CV0098
 CV0098                         *CURRENT SURVEY CONTROL
 CV0098  ___________________________________________________________________
 CV0098* NAD 83(1986)-  32 08 45.     (N)    102 06 46.     (W)     SCALED    
 CV0098* NAVD 88     -       882.571  (meters)    2895.57   (feet)  ADJUSTED  
 CV0098  ___________________________________________________________________
 CV0098  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0098  DYNAMIC HT  -         881.332 (meters)    2891.50  (feet)  COMP
 CV0098  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 CV0098
 CV0098  VERT ORDER  -  SECOND    CLASS 0
 CV0098
 CV0098.The horizontal coordinates were scaled from a topographic map and have
 CV0098.an estimated accuracy of +/- 6 seconds.
 CV0098
 CV0098.The orthometric height was determined by differential leveling
 CV0098.and adjusted by the National Geodetic Survey in June 1991..
 CV0098
 CV0098.The geoid height was determined by GEOID03.
 CV0098
 CV0098.The dynamic height is computed by dividing the NAVD 88
 CV0098.geopotential number by the normal gravity value computed on the
 CV0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0098.degrees latitude (g = 980.6199 gals.).
 CV0098
 CV0098.The modeled gravity was interpolated from observed gravity values.
 CV0098
 CV0098;                    North         East    Units  Estimated Accuracy
 CV0098;SPC TXNC     - 2,059,000.      259,230.      MT  (+/- 180 meters Scaled)
 CV0098
 CV0098                          SUPERSEDED SURVEY CONTROL
 CV0098
 CV0098  NGVD 29 (??/??/92)  882.205  (m)         2894.37   (f) ADJ UNCH    2 0
 CV0098
 CV0098.Superseded values are not recommended for survey control.
 CV0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0098.See file dsdata.txt to determine how the superseded data were derived.
 CV0098
 CV0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR723602(NAD 83)
 CV0098_MARKER: DB = BENCH MARK DISK
 CV0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0098_STAMPING: U 1126 1958
 CV0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0098+STABILITY: SURFACE MOTION
 CV0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0098+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2003
 CV0098
 CV0098  HISTORY     - Date     Condition        Report By
 CV0098  HISTORY     - 1958     MONUMENTED       CGS
 CV0098  HISTORY     - 20030102 GOOD             TXDOT
 CV0098
 CV0098                          STATION DESCRIPTION
 CV0098
 CV0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0098'10.50 MI NW FROM MIDLAND.
 CV0098'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0098'MIDLAND, THENCE 10.4 MILES NORTHWEST ALONG STATE HIGHWAY 349, 56 FEET
 CV0098'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTHEAST OF THE
 CV0098'CENTER LINE OF A GATE AND TRACK ROAD LEADING SOUTHWEST TO A WINDMILL,
 CV0098'1 1/2 FEET NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE, 1 1/2 FEET
 CV0098'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CV0098'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CV0098
 CV0098                          STATION RECOVERY (2003)
 CV0098
 CV0098'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (JCW)
 CV0098'WITNESS POST NO LONGER EVIDENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0121 ***********************************************************************
 CV0121  DESIGNATION -  U 1127
 CV0121  PID         -  CV0121
 CV0121  STATE/COUNTY-  TX/MARTIN
 CV0121  USGS QUAD   -  WOLCOTT RANCH (1966)
 CV0121
 CV0121                         *CURRENT SURVEY CONTROL
 CV0121  ___________________________________________________________________
 CV0121* NAD 83(1986)-  32 27 36.     (N)    102 04 58.     (W)     SCALED    
 CV0121* NAVD 88     -       891.134  (meters)    2923.66   (feet)  ADJUSTED  
 CV0121  ___________________________________________________________________
 CV0121  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CV0121  DYNAMIC HT  -         889.904 (meters)    2919.63  (feet)  COMP
 CV0121  MODELED GRAV-     979,228.7   (mgal)                       NAVD 88
 CV0121
 CV0121  VERT ORDER  -  SECOND    CLASS 0
 CV0121
 CV0121.The horizontal coordinates were scaled from a topographic map and have
 CV0121.an estimated accuracy of +/- 6 seconds.
 CV0121
 CV0121.The orthometric height was determined by differential leveling
 CV0121.and adjusted by the National Geodetic Survey in June 1991..
 CV0121
 CV0121.The geoid height was determined by GEOID03.
 CV0121
 CV0121.The dynamic height is computed by dividing the NAVD 88
 CV0121.geopotential number by the normal gravity value computed on the
 CV0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0121.degrees latitude (g = 980.6199 gals.).
 CV0121
 CV0121.The modeled gravity was interpolated from observed gravity values.
 CV0121
 CV0121;                    North         East    Units  Estimated Accuracy
 CV0121;SPC TXNC     - 2,093,720.      263,240.      MT  (+/- 180 meters Scaled)
 CV0121
 CV0121                          SUPERSEDED SURVEY CONTROL
 CV0121
 CV0121  NGVD 29 (??/??/92)  890.786  (m)         2922.52   (f) ADJ UNCH    2 0
 CV0121
 CV0121.Superseded values are not recommended for survey control.
 CV0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0121.See file dsdata.txt to determine how the superseded data were derived.
 CV0121
 CV0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR742951(NAD 83)
 CV0121_MARKER: DB = BENCH MARK DISK
 CV0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0121_STAMPING: U 1127 1958
 CV0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0121+STABILITY: SURFACE MOTION
 CV0121
 CV0121  HISTORY     - Date     Condition        Report By
 CV0121  HISTORY     - 1958     MONUMENTED       CGS
 CV0121  HISTORY     - 1966     POOR             USGS
 CV0121  HISTORY     - 20030106 MARK NOT FOUND   TXDOT
 CV0121
 CV0121                          STATION DESCRIPTION
 CV0121
 CV0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0121'20.85 MI SW FROM LAMESA.
 CV0121'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0121'AT LAMESA, THENCE 20.35 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 59
 CV0121'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF
 CV0121'THE NORTHEAST RIGHT OF WAY FENCE, 2 FEET NORTH OF A WHITE WOODEN
 CV0121'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 CV0121'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CV0121
 CV0121                          STATION RECOVERY (1966)
 CV0121
 CV0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CV0121'MARK RECOVERED IN POOR CONDITION.
 CV0121
 CV0121                          STATION RECOVERY (2003)
 CV0121
 CV0121'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0037 ***********************************************************************
 CV0037  DESIGNATION -  U 1128
 CV0037  PID         -  CV0037
 CV0037  STATE/COUNTY-  TX/DAWSON
 CV0037  USGS QUAD   -  PATRICIA (1970)
 CV0037
 CV0037                         *CURRENT SURVEY CONTROL
 CV0037  ___________________________________________________________________
 CV0037* NAD 83(1986)-  32 35 45.     (N)    102 00 13.     (W)     SCALED    
 CV0037* NAVD 88     -       897.668  (meters)    2945.10   (feet)  ADJUSTED  
 CV0037  ___________________________________________________________________
 CV0037  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CV0037  DYNAMIC HT  -         896.466 (meters)    2941.16  (feet)  COMP
 CV0037  MODELED GRAV-     979,268.5   (mgal)                       NAVD 88
 CV0037
 CV0037  VERT ORDER  -  SECOND    CLASS 0
 CV0037
 CV0037.The horizontal coordinates were scaled from a topographic map and have
 CV0037.an estimated accuracy of +/- 6 seconds.
 CV0037
 CV0037.The orthometric height was determined by differential leveling
 CV0037.and adjusted by the National Geodetic Survey in June 1991..
 CV0037
 CV0037.The geoid height was determined by GEOID03.
 CV0037
 CV0037.The dynamic height is computed by dividing the NAVD 88
 CV0037.geopotential number by the normal gravity value computed on the
 CV0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0037.degrees latitude (g = 980.6199 gals.).
 CV0037
 CV0037.The modeled gravity was interpolated from observed gravity values.
 CV0037
 CV0037;                    North         East    Units  Estimated Accuracy
 CV0037;SPC TXNC     - 2,108,520.      271,180.      MT  (+/- 180 meters Scaled)
 CV0037
 CV0037                          SUPERSEDED SURVEY CONTROL
 CV0037
 CV0037  NGVD 29 (??/??/92)  897.347  (m)         2944.05   (f) ADJ UNCH    2 0
 CV0037
 CV0037.Superseded values are not recommended for survey control.
 CV0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0037.See file dsdata.txt to determine how the superseded data were derived.
 CV0037
 CV0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS812104(NAD 83)
 CV0037_MARKER: DB = BENCH MARK DISK
 CV0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0037_STAMPING: U 1128 1958
 CV0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0037+STABILITY: SURFACE MOTION
 CV0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0037+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 CV0037
 CV0037  HISTORY     - Date     Condition        Report By
 CV0037  HISTORY     - 1958     MONUMENTED       CGS
 CV0037  HISTORY     - 20030207 GOOD             TXDOT
 CV0037
 CV0037                          STATION DESCRIPTION
 CV0037
 CV0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0037'10.5 MI SW FROM LAMESA.
 CV0037'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0037'AT LAMESA, THENCE 10.0 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 59
 CV0037'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AT A DIRT ROAD
 CV0037'CROSSING, 191 FEET NORTH OF A POWER POLE, 14 FEET SOUTHWEST OF THE
 CV0037'CENTER LINE OF THE DIRT ROAD, 5 FEET SOUTHEAST OF A FENCE CORNER, 1
 CV0037'1/2 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 CV0037'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0037'CONCRETE POST PROJECTING 1 FOOT.
 CV0037
 CV0037                          STATION RECOVERY (2003)
 CV0037
 CV0037'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0037'BENCHMARK IS AT THE NORTH EAST CORNER OF INTERSECTION OF DAWSON COUNTY
 CV0037'ROAD 'F' AND STATE HIGHWAY 349
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1319 ***********************************************************************
 FL1319  DESIGNATION -  U 1129
 FL1319  PID         -  FL1319
 FL1319  STATE/COUNTY-  TX/CARSON
 FL1319  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1319
 FL1319                         *CURRENT SURVEY CONTROL
 FL1319  ___________________________________________________________________
 FL1319* NAD 83(1986)-  35 18 58.     (N)    101 34 05.     (W)     SCALED    
 FL1319* NAVD 88     -      1081.956  (meters)    3549.72   (feet)  ADJUSTED  
 FL1319  ___________________________________________________________________
 FL1319  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1319  DYNAMIC HT  -        1080.672 (meters)    3545.50  (feet)  COMP
 FL1319  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 FL1319
 FL1319  VERT ORDER  -  SECOND    CLASS II
 FL1319
 FL1319.The horizontal coordinates were scaled from a topographic map and have
 FL1319.an estimated accuracy of +/- 6 seconds.
 FL1319
 FL1319.The orthometric height was determined by differential leveling
 FL1319.and adjusted by the National Geodetic Survey in June 1991..
 FL1319
 FL1319.The geoid height was determined by GEOID03.
 FL1319
 FL1319.The dynamic height is computed by dividing the NAVD 88
 FL1319.geopotential number by the normal gravity value computed on the
 FL1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1319.degrees latitude (g = 980.6199 gals.).
 FL1319
 FL1319.The modeled gravity was interpolated from observed gravity values.
 FL1319
 FL1319;                    North         East    Units  Estimated Accuracy
 FL1319;SPC TX N     - 1,146,010.      193,810.      MT  (+/- 180 meters Scaled)
 FL1319
 FL1319                          SUPERSEDED SURVEY CONTROL
 FL1319
 FL1319  NGVD 29 (??/??/92) 1081.452  (m)         3548.06   (f) ADJ UNCH    2 2
 FL1319
 FL1319.Superseded values are not recommended for survey control.
 FL1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1319.See file dsdata.txt to determine how the superseded data were derived.
 FL1319
 FL1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE665111(NAD 83)
 FL1319_MARKER: DB = BENCH MARK DISK
 FL1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1319_STAMPING: U 1129 1974
 FL1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1319+STABILITY: SURFACE MOTION
 FL1319
 FL1319  HISTORY     - Date     Condition        Report By
 FL1319  HISTORY     - 1974     MONUMENTED       NGS
 FL1319
 FL1319                          STATION DESCRIPTION
 FL1319
 FL1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1319'10.5 MI WNW FROM PANHANDLE.
 FL1319'FROM THE ATOMIC ENERGY COMMISSION PAN-TEX ADMINISTRATION BUILDING NO.
 FL1319'1236, GO SOUTH ON WASHINGTON DR. FOR 0.25 MILE TO THE T INTERSECTION
 FL1319'OF LAFAYETTE DR., TURN RIGHT AND GO WEST ON LAFAYETTE DR. FOR 0.45
 FL1319'MILE TO THE T INTERSECTION OF S. 13TH STREET.  TURN LEFT AND GO SOUTH
 FL1319'ON S. 13TH STREET FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT LEADING TO
 FL1319'GUARD-GATE.  TURN RIGHT AND GO WEST FOR 0.05 MILE TO GUARD-GATE, AFTER
 FL1319'PASSING THROUGH GUARD-GATE, GO WEST ABOUT 200 FEET TO A SIDE ROAD ON
 FL1319'THE RIGHT, BEAR RIGHT AND FOLLOW THE MAIN TRAVELED ROAD NORTHERLY
 FL1319'ALONG THE WEST SIDE OF COMPOUND FENCE-LINE ENCLOSURE FOR 0.6 MILE TO
 FL1319'THE NORTHWEST CORNER OF COMPOUND, HERE BEAR LEFT AND GO SOUTH ON MAIN
 FL1319'TRAVELED ROAD FOR 0.1 MILE TO THE WEST SIDE OF WATER-STORAGE UNIT
 FL1319'15-25 AND MARK.  STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND
 FL1319'CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED U 1129
 FL1319'1974.  IT IS 87 FEET EAST OF THE CENTER OF ROAD, 45 FEET WEST OF THE
 FL1319'WEST EDGE OF WATER-STORAGE UNIT 15-25, 5.3 FEET SOUTHWEST OF A
 FL1319'MAN-HOLE COVER AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0407 ***********************************************************************
 EM0407  DESIGNATION -  U 113
 EM0407  PID         -  EM0407
 EM0407  STATE/COUNTY-  TX/HARDEMAN
 EM0407  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0407
 EM0407                         *CURRENT SURVEY CONTROL
 EM0407  ___________________________________________________________________
 EM0407* NAD 83(1986)-  34 12 26.     (N)    099 34 24.     (W)     SCALED    
 EM0407* NAVD 88     -       442.756  (meters)    1452.61   (feet)  ADJUSTED  
 EM0407  ___________________________________________________________________
 EM0407  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 EM0407  DYNAMIC HT  -         442.254 (meters)    1450.96  (feet)  COMP
 EM0407  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 EM0407
 EM0407  VERT ORDER  -  FIRST     CLASS II
 EM0407
 EM0407.The horizontal coordinates were scaled from a topographic map and have
 EM0407.an estimated accuracy of +/- 6 seconds.
 EM0407
 EM0407.The orthometric height was determined by differential leveling
 EM0407.and adjusted by the National Geodetic Survey in June 1991..
 EM0407
 EM0407.The geoid height was determined by GEOID03.
 EM0407
 EM0407.The dynamic height is computed by dividing the NAVD 88
 EM0407.geopotential number by the normal gravity value computed on the
 EM0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0407.degrees latitude (g = 980.6199 gals.).
 EM0407
 EM0407.The modeled gravity was interpolated from observed gravity values.
 EM0407
 EM0407;                    North         East    Units  Estimated Accuracy
 EM0407;SPC TXNC     - 2,282,250.      501,080.      MT  (+/- 180 meters Scaled)
 EM0407
 EM0407                          SUPERSEDED SURVEY CONTROL
 EM0407
 EM0407  NGVD 29 (??/??/92)  442.592  (m)         1452.07   (f) ADJ UNCH    1 2
 EM0407
 EM0407.Superseded values are not recommended for survey control.
 EM0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0407.See file dsdata.txt to determine how the superseded data were derived.
 EM0407
 EM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC471852(NAD 83)
 EM0407_MARKER: DB = BENCH MARK DISK
 EM0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0407_SP_SET: PEDESTAL
 EM0407_STAMPING: 1452.071 U 113 1933
 EM0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0407
 EM0407  HISTORY     - Date     Condition        Report By
 EM0407  HISTORY     - 1933     MONUMENTED       CGS
 EM0407  HISTORY     - 1958     GOOD             NGS
 EM0407  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0407
 EM0407                          STATION DESCRIPTION
 EM0407
 EM0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0407'1.9 MI N FROM MEDICINE MOUND.
 EM0407'1.9 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MEDICINE
 EM0407'MOUND, HARDEMAN COUNTY AT MILEAGE 502.5, 350 FEET NORTH OF A ROAD
 EM0407'CROSSING, 20 FEET WEST OF THE CENTERLINE OF THE TRACK, AND IN A
 EM0407'CONCRETE PEDESTAL OF A DISMANTLED WATER TOWER.  A STANDARD DISK,
 EM0407'STAMPED 1452.071 U 113 1933.
 EM0407
 EM0407                          STATION RECOVERY (1979)
 EM0407
 EM0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1093 ***********************************************************************
 FL1093  DESIGNATION -  U 1131
 FL1093  PID         -  FL1093
 FL1093  STATE/COUNTY-  TX/POTTER
 FL1093  USGS QUAD   -  AMARILLO EAST (1973)
 FL1093
 FL1093                         *CURRENT SURVEY CONTROL
 FL1093  ___________________________________________________________________
 FL1093* NAD 83(1986)-  35 12 09.     (N)    101 49 45.     (W)     SCALED    
 FL1093* NAVD 88     -      1116.317  (meters)    3662.45   (feet)  ADJUSTED  
 FL1093  ___________________________________________________________________
 FL1093  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL1093  DYNAMIC HT  -        1114.992 (meters)    3658.10  (feet)  COMP
 FL1093  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 FL1093
 FL1093  VERT ORDER  -  FIRST     CLASS II
 FL1093
 FL1093.The horizontal coordinates were scaled from a topographic map and have
 FL1093.an estimated accuracy of +/- 6 seconds.
 FL1093
 FL1093.The orthometric height was determined by differential leveling
 FL1093.and adjusted by the National Geodetic Survey in June 1991..
 FL1093
 FL1093.The geoid height was determined by GEOID03.
 FL1093
 FL1093.The dynamic height is computed by dividing the NAVD 88
 FL1093.geopotential number by the normal gravity value computed on the
 FL1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1093.degrees latitude (g = 980.6199 gals.).
 FL1093
 FL1093.The modeled gravity was interpolated from observed gravity values.
 FL1093
 FL1093;                    North         East    Units  Estimated Accuracy
 FL1093;SPC TX N     - 1,133,450.      170,030.      MT  (+/- 180 meters Scaled)
 FL1093
 FL1093                          SUPERSEDED SURVEY CONTROL
 FL1093
 FL1093  NGVD 29 (??/??/92) 1115.784  (m)         3660.70   (f) ADJ UNCH    1 2
 FL1093
 FL1093.Superseded values are not recommended for survey control.
 FL1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1093.See file dsdata.txt to determine how the superseded data were derived.
 FL1093
 FL1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD424991(NAD 83)
 FL1093_MARKER: DB = BENCH MARK DISK
 FL1093_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FL1093_SP_SET: TOWER FOOTING
 FL1093_STAMPING: U 1131 1958
 FL1093_MARK LOGO: CGS   
 FL1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FL1093+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FL1093
 FL1093  HISTORY     - Date     Condition        Report By
 FL1093  HISTORY     - 1958     MONUMENTED       CGS
 FL1093  HISTORY     - 1984     GOOD             NGS
 FL1093  HISTORY     - 19960929 GOOD             NGS
 FL1093  HISTORY     - 20020808 GOOD             INDIV
 FL1093  HISTORY     - 20060706 GOOD             GEOCAC
 FL1093
 FL1093                          STATION DESCRIPTION
 FL1093
 FL1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1093'0.45 MI S FROM AMARILLO.
 FL1093'ABOUT 0.45 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1093'THE STATION AT AMARILLO, 92 FEET SOUTHWEST OF THE NEAR CORNER OF THE
 FL1093'U.S. HIGHWAY 287 UNDERPASS, 107 1/2 FEET WEST OF THE NEAR RAIL OF THE
 FL1093'MAIN TRACK, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF
 FL1093'A RAILROAD FLOOD LIGHT TOWER, ABOUT 1 FOOT ABOVE THE GROUND, AND ABOUT
 FL1093'LEVEL WITH THE TRACK.
 FL1093
 FL1093                          STATION RECOVERY (1984)
 FL1093
 FL1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1093'RECOVERED IN GOOD CONDITION.
 FL1093
 FL1093                          STATION RECOVERY (1996)
 FL1093
 FL1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 FL1093'IN AMARILLO, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND EAST
 FL1093'10TH AVENUE (U.S.  HIGHWAY 287) , IN TOP OF AND 0.4 M (1.3 FT)
 FL1093'SOUTHWEST OF THE NORTHEAST CORNER OF A 10 BY 10-FOOT CONCRETE FOOTING
 FL1093'FOR A LIGHT TOWER, 29.8 M (97.8 FT) WEST OF THE NEAR RAIL, 23.9 M
 FL1093'(78.4 FT) SOUTH OF THE AVENUE CENTER, 11.3 M (37.1 FT) EAST OF A
 FL1093'CHAIN-LINK FENCE, 11.0 M (36.1 FT) SOUTH OF THE CENTER OF A MANHOLE
 FL1093'COVER, 0.6 M (2.0 FT) NORTHEAST OF THE NORTHEAST LEG OF THE TOWER, AND
 FL1093'THE FOOTING PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
 FL1093
 FL1093                          STATION RECOVERY (2002)
 FL1093
 FL1093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RGG)
 FL1093'RECOVERED AS DESCRIBED
 FL1093
 FL1093                          STATION RECOVERY (2006)
 FL1093
 FL1093'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 FL1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2393 ***********************************************************************
 AW2393  DESIGNATION -  U 1135
 AW2393  PID         -  AW2393
 AW2393  STATE/COUNTY-  TX/JEFFERSON
 AW2393  USGS QUAD   -  FANNETT WEST (1993)
 AW2393
 AW2393                         *CURRENT SURVEY CONTROL
 AW2393  ___________________________________________________________________
 AW2393* NAD 83(1986)-  29 54 21.     (N)    094 15 56.     (W)     SCALED    
 AW2393* NAVD 88     -         3.94   (+/-2cm)      12.9    (feet)  VERTCON   
 AW2393  ___________________________________________________________________
 AW2393  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW2393
 AW2393  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2393
 AW2393.The horizontal coordinates were scaled from a topographic map and have
 AW2393.an estimated accuracy of +/- 6 seconds.
 AW2393
 AW2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2393.The vertical order pertains to the NGVD 29 superseded value.
 AW2393
 AW2393.The geoid height was determined by GEOID03.
 AW2393
 AW2393;                    North         East    Units  Estimated Accuracy
 AW2393;SPC TXSC     - 4,238,940.    1,057,080.      MT  (+/- 180 meters Scaled)
 AW2393
 AW2393                          SUPERSEDED SURVEY CONTROL
 AW2393
 AW2393  NGVD 29 (??/??/92)    3.942  (m)           12.93   (f) ADJ UNCH    1 2
 AW2393
 AW2393.Superseded values are not recommended for survey control.
 AW2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2393.See file dsdata.txt to determine how the superseded data were derived.
 AW2393
 AW2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP778090(NAD 83)
 AW2393_MARKER: DB = BENCH MARK DISK
 AW2393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2393_SP_SET: 48 FT.
 AW2393_STAMPING: U 1135 1958
 AW2393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2393
 AW2393  HISTORY     - Date     Condition        Report By
 AW2393  HISTORY     - 1958     MONUMENTED       CGS
 AW2393  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 AW2393  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2393
 AW2393                          STATION DESCRIPTION
 AW2393
 AW2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2393'1.65 MI SW FROM FANNETT.
 AW2393'ABOUT 0.15 MILE WEST ALONG A SURFACED ROAD FROM THE SCHOOLHOUSE AT
 AW2393'FANNETT, THENCE ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 124, 168
 AW2393'FEET NORTHWEST AND ACROSS THE TRACKS FROM THE CENTER LINE OF THE
 AW2393'HIGHWAY, 30 FEET NORTHWEST OF THE NORTHWEST RAIL, 44 FEET NORTHEAST OF
 AW2393'THE CENTER LINE OF A WOODEN GATE AND A TRAIL ROAD, 57 FEET NORTH OF
 AW2393'THE CENTER OF THE RAILROAD CROSSING, 11 1/2 FEET SOUTHWEST OF A FENCE,
 AW2393'5 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A METAL
 AW2393'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACKS, AND ON THE
 AW2393'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48
 AW2393'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 AW2393
 AW2393                          STATION RECOVERY (2001)
 AW2393
 AW2393'RECOVERY NOTE BY US POWER SQUADRON 2001 (WF)
 AW2393'THE RAILROAD TRACKS ARE GONE AND THE R.O.W HAS BEEN CLEARED
 AW2393
 AW2393                          STATION RECOVERY (2004)
 AW2393
 AW2393'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1427 ***********************************************************************
 AW1427  DESIGNATION -  U 1136
 AW1427  PID         -  AW1427
 AW1427  STATE/COUNTY-  TX/CHAMBERS
 AW1427  USGS QUAD   -  OAK ISLAND (1994)
 AW1427
 AW1427                         *CURRENT SURVEY CONTROL
 AW1427  ___________________________________________________________________
 AW1427* NAD 83(1986)-  29 38 11.     (N)    094 39 01.     (W)     SCALED    
 AW1427* NAVD 88     -         3.12   (+/-2cm)      10.2    (feet)  VERTCON   
 AW1427  ___________________________________________________________________
 AW1427  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1427  OBS GRAVITY -     979,280.0   (mgal)                       GRAV_OBS
 AW1427
 AW1427  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1427
 AW1427.The horizontal coordinates were scaled from a topographic map and have
 AW1427.an estimated accuracy of +/- 6 seconds.
 AW1427
 AW1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1427.The vertical order pertains to the NGVD 29 superseded value.
 AW1427
 AW1427.The geoid height was determined by GEOID03.
 AW1427.The observed gravity was obtained from relative gravimeter ties
 AW1427.to the IGSN71 gravity network.
 AW1427
 AW1427;                    North         East    Units  Estimated Accuracy
 AW1427;SPC TXSC     - 4,207,660.    1,021,060.      MT  (+/- 180 meters Scaled)
 AW1427
 AW1427                          SUPERSEDED SURVEY CONTROL
 AW1427
 AW1427  NGVD 29 (??/??/92)    3.122  (m)           10.24   (f) ADJ UNCH    1 2
 AW1427
 AW1427.Superseded values are not recommended for survey control.
 AW1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1427.See file dsdata.txt to determine how the superseded data were derived.
 AW1427
 AW1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN402796(NAD 83)
 AW1427_MARKER: DB = BENCH MARK DISK
 AW1427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1427_SP_SET: 48 FEET
 AW1427_STAMPING: U 1136 1959
 AW1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1427+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1427
 AW1427  HISTORY     - Date     Condition        Report By
 AW1427  HISTORY     - 1959     MONUMENTED       CGS
 AW1427  HISTORY     - 1973     GOOD             NGS
 AW1427  HISTORY     - 1978     GOOD             NGS
 AW1427  HISTORY     - 1990     GOOD             USPSQD
 AW1427  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW1427  HISTORY     - 19960923 GOOD             USPSQD
 AW1427  HISTORY     - 20010331 GOOD             NGS
 AW1427  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1427  HISTORY     - 20050314 GOOD             USPSQD
 AW1427
 AW1427                          STATION DESCRIPTION
 AW1427
 AW1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1427'10.8 MI NE FROM SMITH POINT.
 AW1427'ABOUT 10.8 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1427'GROCERY STORE AT SMITH POINT, ON THE PROPERTY OF THE CANADA RANCH, 215
 AW1427'FEET WEST OF THE SOUTHWEST CORNER OF THE RANCH HOUSE, AT THE SOUTHWEST
 AW1427'EDGE OF A GROVE OF LARGE OAK TREES, 141 FEET SOUTHEAST OF THE CENTER
 AW1427'LINE OF THE FARM ROAD, 107 FEET SOUTH OF THE SOUTHEAST CORNER OF AN
 AW1427'IRON CATTLE GUARD AT ENTRANCE TO RANCH, 15 FEET EAST OF THE CENTER
 AW1427'LINE OF AN ASPHALT ROAD, 4 1/2 FEET NORTH OF A CORNER FENCE POST, 1.2
 AW1427'FEET EAST OF A WIRE FENCE, AND IS A DISK ON THE TOP OF A COPPER COATED
 AW1427'STEEL ROD WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND
 AW1427'ENCASED IN A 4 INCH CONCRETE PIPE THAT PROJECTS 4 INCHES ABOVE THE
 AW1427'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 AW1427
 AW1427                          STATION RECOVERY (1978)
 AW1427
 AW1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1427'RECOVERED IN GOOD CONDITION.
 AW1427
 AW1427                          STATION RECOVERY (1990)
 AW1427
 AW1427'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AW1427'RECOVERED IN GOOD CONDITION.
 AW1427
 AW1427                          STATION RECOVERY (1991)
 AW1427
 AW1427'RECOVERY NOTE BY US POWER SQUADRON 1991 (GB)
 AW1427'MARK NOT FOUND.
 AW1427
 AW1427                          STATION RECOVERY (1996)
 AW1427
 AW1427'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1427'RECOVERED IN GOOD CONDITION.
 AW1427
 AW1427                          STATION RECOVERY (2001)
 AW1427
 AW1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1427'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1427
 AW1427                          STATION RECOVERY (2004)
 AW1427
 AW1427'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1427'MARK NOT FOUND.
 AW1427
 AW1427                          STATION RECOVERY (2005)
 AW1427
 AW1427'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0448 ***********************************************************************
 AW0448  DESIGNATION -  U 1137
 AW0448  PID         -  AW0448
 AW0448  STATE/COUNTY-  TX/GALVESTON
 AW0448  USGS QUAD   -  GALVESTON (1994)
 AW0448
 AW0448                         *CURRENT SURVEY CONTROL
 AW0448  ___________________________________________________________________
 AW0448* NAD 83(1986)-  29 18 54.     (N)    094 47 53.     (W)     SCALED    
 AW0448* NAVD 88     -         3.027  (meters)       9.93   (feet)  ADJUSTED  
 AW0448  ___________________________________________________________________
 AW0448  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0448  DYNAMIC HT  -           3.023 (meters)       9.92  (feet)  COMP
 AW0448  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 AW0448
 AW0448  VERT ORDER  -  FIRST     CLASS I
 AW0448
 AW0448.The horizontal coordinates were scaled from a topographic map and have
 AW0448.an estimated accuracy of +/- 6 seconds.
 AW0448
 AW0448.The orthometric height was determined by differential leveling
 AW0448.and adjusted by the National Geodetic Survey in June 1991..
 AW0448
 AW0448.The geoid height was determined by GEOID03.
 AW0448
 AW0448.The dynamic height is computed by dividing the NAVD 88
 AW0448.geopotential number by the normal gravity value computed on the
 AW0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0448.degrees latitude (g = 980.6199 gals.).
 AW0448
 AW0448.The modeled gravity was interpolated from observed gravity values.
 AW0448
 AW0448;                    North         East    Units  Estimated Accuracy
 AW0448;SPC TXSC     - 4,171,540.    1,008,040.      MT  (+/- 180 meters Scaled)
 AW0448
 AW0448                          SUPERSEDED SURVEY CONTROL
 AW0448
 AW0448  NGVD 29 (12/23/87)    3.023  (m)            9.92   (f) ADJUSTED    1 1
 AW0448
 AW0448.Superseded values are not recommended for survey control.
 AW0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0448.See file dsdata.txt to determine how the superseded data were derived.
 AW0448
 AW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN253442(NAD 83)
 AW0448_MARKER: DB = BENCH MARK DISK
 AW0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0448_SP_SET: DECK
 AW0448_STAMPING: U 1137 1958
 AW0448_MARK LOGO: CGS   
 AW0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0448
 AW0448  HISTORY     - Date     Condition        Report By
 AW0448  HISTORY     - 1958     MONUMENTED       CGS
 AW0448  HISTORY     - 1964     GOOD             NGS
 AW0448  HISTORY     - 1978     GOOD             NGS
 AW0448  HISTORY     - 1987     GOOD             NGS
 AW0448  HISTORY     - 1990     POOR             USPSQD
 AW0448  HISTORY     - 19990828 GOOD             USPSQD
 AW0448  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW0448  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW0448
 AW0448                          STATION DESCRIPTION
 AW0448
 AW0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0448'4.55 MI N FROM GALVESTON.
 AW0448'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0448'RAILWAY FROM UNION STATION AT GALVESTON, THENCE 1.3 MILES NORTHEAST
 AW0448'ALONG 51ST STREET, THENCE 1.35 MILES EAST ALONG A SHELL ROAD LEADING
 AW0448'TO THE TODD SHIPYARD, ABOUT 0.1 MILE EAST OF THE ENTRANCE TO THE
 AW0448'SHIPYARD AND A GUARD HOUSE, SET IN THE TOP OF THE NORTHEAST CORNER OF
 AW0448'THE CONCRETE DECKING FOR PIER B, 112 FEET SOUTH OF THE SOUTHEAST
 AW0448'CORNER OF BUILDING NUMBER N-70-A 18 1/2 FEET EAST OF THE CENTER LINE
 AW0448'OF PIER B, AND ABOUT LEVEL WITH THE PIER.
 AW0448
 AW0448                          STATION RECOVERY (1978)
 AW0448
 AW0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0448'RECOVERED IN GOOD CONDITION.
 AW0448
 AW0448                          STATION RECOVERY (1987)
 AW0448
 AW0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0448'RECOVERED IN GOOD CONDITION.
 AW0448
 AW0448                          STATION RECOVERY (1990)
 AW0448
 AW0448'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0448'MARK RECOVERED IN POOR CONDITION.
 AW0448
 AW0448                          STATION RECOVERY (1999)
 AW0448
 AW0448'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0448'RECOVERED IN GOOD CONDITION.
 AW0448
 AW0448                          STATION RECOVERY (2003)
 AW0448
 AW0448'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0448'MARK NOT FOUND.
 AW0448
 AW0448                          STATION RECOVERY (2004)
 AW0448
 AW0448'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0408 ***********************************************************************
 BL0408  DESIGNATION -  U 1139
 BL0408  PID         -  BL0408
 BL0408  STATE/COUNTY-  TX/LIBERTY
 BL0408  USGS QUAD   -  DAISETTA (1984)
 BL0408
 BL0408                         *CURRENT SURVEY CONTROL
 BL0408  ___________________________________________________________________
 BL0408* NAD 83(1986)-  30 02 40.     (N)    094 41 09.     (W)     SCALED    
 BL0408* NAVD 88     -        19.037  (meters)      62.46   (feet)  ADJUSTED  
 BL0408  ___________________________________________________________________
 BL0408  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0408  DYNAMIC HT  -          19.012 (meters)      62.38  (feet)  COMP
 BL0408  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 BL0408
 BL0408  VERT ORDER  -  FIRST     CLASS I
 BL0408
 BL0408.The horizontal coordinates were scaled from a topographic map and have
 BL0408.an estimated accuracy of +/- 6 seconds.
 BL0408
 BL0408.The orthometric height was determined by differential leveling
 BL0408.and adjusted by the National Geodetic Survey in June 1991..
 BL0408
 BL0408.The geoid height was determined by GEOID03.
 BL0408
 BL0408.The dynamic height is computed by dividing the NAVD 88
 BL0408.geopotential number by the normal gravity value computed on the
 BL0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0408.degrees latitude (g = 980.6199 gals.).
 BL0408
 BL0408.The modeled gravity was interpolated from observed gravity values.
 BL0408
 BL0408;                    North         East    Units  Estimated Accuracy
 BL0408;SPC TX C     - 3,055,700.    1,244,440.      MT  (+/- 180 meters Scaled)
 BL0408
 BL0408                          SUPERSEDED SURVEY CONTROL
 BL0408
 BL0408  NGVD 29 (12/23/87)   19.041  (m)           62.47   (f) ADJUSTED    1 1
 BL0408
 BL0408.Superseded values are not recommended for survey control.
 BL0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0408.See file dsdata.txt to determine how the superseded data were derived.
 BL0408
 BL0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP374249(NAD 83)
 BL0408_MARKER: DB = BENCH MARK DISK
 BL0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0408_SP_SET: CONCRETE POST
 BL0408_STAMPING: U 1139 1959
 BL0408_MARK LOGO: CGS   
 BL0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0408+STABILITY: SURFACE MOTION
 BL0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0408+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2004
 BL0408
 BL0408  HISTORY     - Date     Condition        Report By
 BL0408  HISTORY     - 1959     MONUMENTED       CGS
 BL0408  HISTORY     - 1972     GOOD             NGS
 BL0408  HISTORY     - 1987     GOOD             NGS
 BL0408  HISTORY     - 19880526 GOOD             USPSQD
 BL0408  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0408  HISTORY     - 19960413 GOOD             USPSQD
 BL0408  HISTORY     - 20041003 GOOD             USPSQD
 BL0408
 BL0408                          STATION DESCRIPTION
 BL0408
 BL0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0408'0.9 MI W FROM RAYWOOD.
 BL0408'ABOUT 0.9 MILE WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE, ABOUT 70
 BL0408'YARDS NORTHWEST OF THE NORTHWEST CORNER OF A 35-FOOT CONCRETE BRIDGE
 BL0408'UNDER THE HIGHWAY ON THE RIGHT-OF-WAY OF THE SOUTHERN PACIFIC
 BL0408'RAILROAD, 82.7 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 30.5 FEET
 BL0408'SOUTH OF THE SOUTH RAIL, 29 FEET NORTHEAST OF POWER POLE NO. 74-44, 4
 BL0408'FEET EAST OF THE SECOND TELEGRAPH POLE WEST OF RAILROAD MILE POST NO.
 BL0408'314 AND IS IN LINE WITH THE POLES, 1.1 FEET NORTH OF A METAL WITNESS
 BL0408'POST ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BL0408'CONCRETE POST PROJECTING 0.4 FOOT.
 BL0408
 BL0408                          STATION RECOVERY (1987)
 BL0408
 BL0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0408'RECOVERED IN GOOD CONDITION.
 BL0408
 BL0408                          STATION RECOVERY (1988)
 BL0408
 BL0408'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0408'RECOVERED IN GOOD CONDITION.
 BL0408
 BL0408                          STATION RECOVERY (1995)
 BL0408
 BL0408'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0408'MARK NOT FOUND.
 BL0408
 BL0408                          STATION RECOVERY (1996)
 BL0408
 BL0408'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0408'RECOVERED IN GOOD CONDITION.
 BL0408
 BL0408                          STATION RECOVERY (2004)
 BL0408
 BL0408'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0304 ***********************************************************************
 DO0304  DESIGNATION -  U 114
 DO0304  PID         -  DO0304
 DO0304  STATE/COUNTY-  TX/WICHITA
 DO0304  USGS QUAD   -  IOWA PARK (1972)
 DO0304
 DO0304                         *CURRENT SURVEY CONTROL
 DO0304  ___________________________________________________________________
 DO0304* NAD 83(1986)-  33 56 47.     (N)    098 38 28.     (W)     SCALED    
 DO0304* NAVD 88     -       303.478  (meters)     995.66   (feet)  ADJUSTED  
 DO0304  ___________________________________________________________________
 DO0304  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DO0304  DYNAMIC HT  -         303.145 (meters)     994.57  (feet)  COMP
 DO0304  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 DO0304
 DO0304  VERT ORDER  -  FIRST     CLASS II
 DO0304
 DO0304.The horizontal coordinates were scaled from a topographic map and have
 DO0304.an estimated accuracy of +/- 6 seconds.
 DO0304
 DO0304.The orthometric height was determined by differential leveling
 DO0304.and adjusted by the National Geodetic Survey in June 1991..
 DO0304
 DO0304.The geoid height was determined by GEOID03.
 DO0304
 DO0304.The dynamic height is computed by dividing the NAVD 88
 DO0304.geopotential number by the normal gravity value computed on the
 DO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0304.degrees latitude (g = 980.6199 gals.).
 DO0304
 DO0304.The modeled gravity was interpolated from observed gravity values.
 DO0304
 DO0304;                    North         East    Units  Estimated Accuracy
 DO0304;SPC TXNC     - 2,252,820.      586,960.      MT  (+/- 180 meters Scaled)
 DO0304
 DO0304                          SUPERSEDED SURVEY CONTROL
 DO0304
 DO0304  NGVD 29 (??/??/92)  303.394  (m)          995.39   (f) ADJ UNCH    1 2
 DO0304
 DO0304.Superseded values are not recommended for survey control.
 DO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0304.See file dsdata.txt to determine how the superseded data were derived.
 DO0304
 DO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC331562(NAD 83)
 DO0304_MARKER: DB = BENCH MARK DISK
 DO0304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0304_SP_SET: ABUTMENT
 DO0304_STAMPING: 995.385 U 114 1933
 DO0304_MARK LOGO: CGS   
 DO0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0304
 DO0304  HISTORY     - Date     Condition        Report By
 DO0304  HISTORY     - 1933     MONUMENTED       CGS
 DO0304  HISTORY     - 1957     GOOD             NGS
 DO0304  HISTORY     - 1984     GOOD             NGS
 DO0304  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0304
 DO0304                          STATION DESCRIPTION
 DO0304
 DO0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0304'1.7 MI SE FROM IOWA PARK.
 DO0304'1.7 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0304'IOWA PARK, WICHITA COUNTY, AT MILEAGE 123.31, AT A CONCRETE BRIDGE,
 DO0304'AND IN THE NORTH SIDE OF THE EAST ABUTMENT.  A STANDARD DISK, STAMPED
 DO0304'995.385 U 114 1933.
 DO0304
 DO0304                          STATION RECOVERY (1984)
 DO0304
 DO0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0304'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.8 KM
 DO0304'(9.2 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 DO0304'JUNCTION WITH 7TH STREET IN WICHITA FALLS, 0.5 KM (0.3 MI) NORTHWEST
 DO0304'OF MILEPOST 123, IN THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 DO0304'ABUTMENT OF RAILROAD BRIDGE NUMBER 123.31, AND 1.7 METERS (5.6 FT)
 DO0304'NORTHEAST OF THE NEAR RAIL.
 DO0304
 DO0304                          STATION RECOVERY (2001)
 DO0304
 DO0304'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3116 ***********************************************************************
 AW3116  DESIGNATION -  U 1140
 AW3116  PID         -  AW3116
 AW3116  STATE/COUNTY-  TX/LIBERTY
 AW3116  USGS QUAD   -  WHITES BAYOU (1994)
 AW3116
 AW3116                         *CURRENT SURVEY CONTROL
 AW3116  ___________________________________________________________________
 AW3116* NAD 83(1986)-  29 59 43.     (N)    094 35 48.     (W)     SCALED    
 AW3116* NAVD 88     -        15.74   (+/-2cm)      51.6    (feet)  VERTCON   
 AW3116  ___________________________________________________________________
 AW3116  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3116
 AW3116  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3116
 AW3116.The horizontal coordinates were scaled from a topographic map and have
 AW3116.an estimated accuracy of +/- 6 seconds.
 AW3116
 AW3116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3116.The vertical order pertains to the NGVD 29 superseded value.
 AW3116
 AW3116.The geoid height was determined by GEOID03.
 AW3116
 AW3116;                    North         East    Units  Estimated Accuracy
 AW3116;SPC TX C     - 3,050,700.    1,253,310.      MT  (+/- 180 meters Scaled)
 AW3116
 AW3116                          SUPERSEDED SURVEY CONTROL
 AW3116
 AW3116  NGVD 29 (??/??/92)   15.745  (m)           51.66   (f) ADJ UNCH    1 2
 AW3116
 AW3116.Superseded values are not recommended for survey control.
 AW3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3116.See file dsdata.txt to determine how the superseded data were derived.
 AW3116
 AW3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP459193(NAD 83)
 AW3116_MARKER: DB = BENCH MARK DISK
 AW3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3116_STAMPING: U 1140 1959
 AW3116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3116+STABILITY: SURFACE MOTION
 AW3116
 AW3116  HISTORY     - Date     Condition        Report By
 AW3116  HISTORY     - 1959     MONUMENTED       CGS
 AW3116  HISTORY     - 1973     GOOD             NGS
 AW3116  HISTORY     - 20060121 MARK NOT FOUND   USPSQD
 AW3116
 AW3116                          STATION DESCRIPTION
 AW3116
 AW3116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3116'2.35 MI S FROM DEVERS.
 AW3116'ABOUT 2.35 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE JUNCTION OF US
 AW3116'HIGHWAY 90 AT DEVERS, AT THE JUNCTION OF A PRIVATE ROAD LEADING EAST,
 AW3116'62 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET NORTH
 AW3116'OF THE CENTER LINE OF THE PRIVATE ROAD, 1 FOOT WEST OF A FENCE, 236
 AW3116'FEET NORTH OF A MOBIL OIL CO. GAS LINE VALVE, INSIDE OF A 4-FOOT BY
 AW3116'4-FOOT IRON PIPE FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 AW3116'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW3116
 AW3116                          STATION RECOVERY (2006)
 AW3116
 AW3116'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3116'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0144 ***********************************************************************
 AH0144  DESIGNATION -  U 1141
 AH0144  PID         -  AH0144
 AH0144  STATE/COUNTY-  TX/SAN PATRICIO
 AH0144  USGS QUAD   -  GREGORY (1975)
 AH0144
 AH0144                         *CURRENT SURVEY CONTROL
 AH0144  ___________________________________________________________________
 AH0144* NAD 83(1986)-  27 56 13.     (N)    097 19 10.     (W)     SCALED    
 AH0144* NAVD 88     -        10.072  (meters)      33.04   (feet)  ADJUSTED  
 AH0144  ___________________________________________________________________
 AH0144  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AH0144  DYNAMIC HT  -          10.056 (meters)      32.99  (feet)  COMP
 AH0144  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 AH0144
 AH0144  VERT ORDER  -  FIRST     CLASS I
 AH0144
 AH0144.The horizontal coordinates were scaled from a topographic map and have
 AH0144.an estimated accuracy of +/- 6 seconds.
 AH0144
 AH0144.The orthometric height was determined by differential leveling
 AH0144.and adjusted by the National Geodetic Survey in June 1991..
 AH0144.WARNING-Repeat measurements at this control monument indicate possible
 AH0144.vertical movement.
 AH0144
 AH0144.The geoid height was determined by GEOID03.
 AH0144
 AH0144.The dynamic height is computed by dividing the NAVD 88
 AH0144.geopotential number by the normal gravity value computed on the
 AH0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0144.degrees latitude (g = 980.6199 gals.).
 AH0144
 AH0144.The modeled gravity was interpolated from observed gravity values.
 AH0144
 AH0144;                    North         East    Units  Estimated Accuracy
 AH0144;SPC TX S     - 5,252,080.      416,190.      MT  (+/- 180 meters Scaled)
 AH0144
 AH0144                          SUPERSEDED SURVEY CONTROL
 AH0144
 AH0144  NGVD 29 (??/??/92)   10.241  (m)           33.60   (f) ADJ UNCH    1 1
 AH0144
 AH0144.Superseded values are not recommended for survey control.
 AH0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0144.See file dsdata.txt to determine how the superseded data were derived.
 AH0144
 AH0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR653913(NAD 83)
 AH0144_MARKER: DB = BENCH MARK DISK
 AH0144_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH0144_SP_SET: 32 FT
 AH0144_STAMPING: U 1141 1959
 AH0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0144
 AH0144  HISTORY     - Date     Condition        Report By
 AH0144  HISTORY     - 1959     MONUMENTED       CGS
 AH0144  HISTORY     - 1978     GOOD             NGS
 AH0144  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0144
 AH0144                          STATION DESCRIPTION
 AH0144
 AH0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0144'2.1 MI NW FROM GREGORY.
 AH0144'ABOUT 2.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0144'FROM THE STATION AT GREGORY, 4 1/2 POLES SOUTHEAST OF MILEPOST 136, 33
 AH0144'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 91 FEET SOUTHEAST OF THE CENTER
 AH0144'OF A PRIVATE ROAD CROSSING, 4 1/2 FEET NORTHEAST OF A TELEPHONE POLE,
 AH0144'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 AH0144'LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AH0144'WHICH IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 6-INCH TILE
 AH0144'PROJECTING 6 INCHES.
 AH0144
 AH0144                          STATION RECOVERY (1978)
 AH0144
 AH0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0144'RECOVERED IN GOOD CONDITION.
 AH0144
 AH0144                          STATION RECOVERY (1995)
 AH0144
 AH0144'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0881 ***********************************************************************
 AW0881  DESIGNATION -  U 1142
 AW0881  PID         -  AW0881
 AW0881  STATE/COUNTY-  TX/HARRIS
 AW0881  USGS QUAD   -  SETTEGAST (1995)
 AW0881
 AW0881                         *CURRENT SURVEY CONTROL
 AW0881  ___________________________________________________________________
 AW0881* NAD 83(1986)-  29 45 13.     (N)    095 17 33.     (W)     SCALED    
 AW0881* NAVD 88     -         8.709  (meters)      28.57   (feet)  ADJUSTED  
 AW0881  ___________________________________________________________________
 AW0881  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW0881  DYNAMIC HT  -           8.697 (meters)      28.53  (feet)  COMP
 AW0881  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AW0881
 AW0881  VERT ORDER  -  FIRST     CLASS II
 AW0881
 AW0881.The horizontal coordinates were scaled from a topographic map and have
 AW0881.an estimated accuracy of +/- 6 seconds.
 AW0881
 AW0881.The orthometric height was determined by differential leveling
 AW0881.and adjusted by the National Geodetic Survey in June 1991..
 AW0881
 AW0881.The geoid height was determined by GEOID03.
 AW0881
 AW0881.The dynamic height is computed by dividing the NAVD 88
 AW0881.geopotential number by the normal gravity value computed on the
 AW0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0881.degrees latitude (g = 980.6199 gals.).
 AW0881
 AW0881.The modeled gravity was interpolated from observed gravity values.
 AW0881
 AW0881;                    North         East    Units  Estimated Accuracy
 AW0881;SPC TXSC     - 4,218,500.      958,500.      MT  (+/- 180 meters Scaled)
 AW0881
 AW0881                          SUPERSEDED SURVEY CONTROL
 AW0881
 AW0881  NGVD 29 (12/23/87)    8.706  (m)           28.56   (f) ADJUSTED    1 2
 AW0881
 AW0881.Superseded values are not recommended for survey control.
 AW0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0881.See file dsdata.txt to determine how the superseded data were derived.
 AW0881
 AW0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN783936(NAD 83)
 AW0881_MARKER: DB = BENCH MARK DISK
 AW0881_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0881+WITH SETTING: PAVEMENT
 AW0881_SP_SET: FOOTING
 AW0881_STAMPING: U 1142 1959
 AW0881_MARK LOGO: CGS   
 AW0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0881+STABILITY: SURFACE MOTION
 AW0881
 AW0881  HISTORY     - Date     Condition        Report By
 AW0881  HISTORY     - 1959     MONUMENTED       CGS
 AW0881  HISTORY     - 1973     GOOD             NGS
 AW0881  HISTORY     - 1978     GOOD             NGS
 AW0881  HISTORY     - 1986     GOOD             NGS
 AW0881  HISTORY     - 1989     GOOD             USPSQD
 AW0881
 AW0881                          STATION DESCRIPTION
 AW0881
 AW0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0881'0.7 MI W FROM HOUSTON.
 AW0881'ABOUT 0.7 MILE WEST ALONG A PAVED ROAD FROM THE PORT TERMINAL BUILDING
 AW0881'AT HOUSTON TURNING BASIN, ABOUT 0.15 MILE SOUTHEAST OF GATE 8 WHICH IS
 AW0881'THE MAIN GUARD GATE TO THE TURNING BASIN, 126 FEET EAST OF THE EAST
 AW0881'RAIL OF THE SOUTHERN PACIFIC RAILROAD, SET IN THE TOP OF THE WEST SIDE
 AW0881'OF THE SOUTHWEST CONCRETE FOOTING OF THE MOST NORTHERLY OF TWO WATERS,
 AW0881'76 FEET EAST OF A CHAIN LINK FENCE, AND ABOUT 1 FOOT ABOVE THE LEVEL
 AW0881'OF THE GROUND.
 AW0881
 AW0881                          STATION RECOVERY (1978)
 AW0881
 AW0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0881'RECOVERED IN GOOD CONDITION.
 AW0881
 AW0881                          STATION RECOVERY (1986)
 AW0881
 AW0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0881'RECOVERED IN GOOD CONDITION.
 AW0881
 AW0881                          STATION RECOVERY (1989)
 AW0881
 AW0881'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1226 ***********************************************************************
 AW1226  DESIGNATION -  U 1143 RESET 1963
 AW1226  PID         -  AW1226
 AW1226  STATE/COUNTY-  TX/BRAZORIA
 AW1226  USGS QUAD   -  ANGLETON (1974)
 AW1226
 AW1226                         *CURRENT SURVEY CONTROL
 AW1226  ___________________________________________________________________
 AW1226* NAD 83(1986)-  29 12 21.     (N)    095 25 47.     (W)     SCALED    
 AW1226* NAVD 88     -         9.59   (+/-2cm)      31.5    (feet)  VERTCON   
 AW1226  ___________________________________________________________________
 AW1226  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1226
 AW1226  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1226
 AW1226.The horizontal coordinates were scaled from a topographic map and have
 AW1226.an estimated accuracy of +/- 6 seconds.
 AW1226
 AW1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1226.The vertical order pertains to the NGVD 29 superseded value.
 AW1226
 AW1226.The geoid height was determined by GEOID03.
 AW1226
 AW1226;                    North         East    Units  Estimated Accuracy
 AW1226;SPC TXSC     - 4,157,410.      947,090.      MT  (+/- 180 meters Scaled)
 AW1226
 AW1226                          SUPERSEDED SURVEY CONTROL
 AW1226
 AW1226  NGVD 29 (??/??/92)    9.599  (m)           31.49   (f) ADJ UNCH    1 1
 AW1226
 AW1226.Superseded values are not recommended for survey control.
 AW1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1226.See file dsdata.txt to determine how the superseded data were derived.
 AW1226
 AW1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN637332(NAD 83)
 AW1226_MARKER: DB = BENCH MARK DISK
 AW1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1226_STAMPING: U. 1143 1959 RESET 1963
 AW1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1226+STABILITY: SURFACE MOTION
 AW1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW1226+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004
 AW1226
 AW1226  HISTORY     - Date     Condition        Report By
 AW1226  HISTORY     - 1963     MONUMENTED       CGS
 AW1226  HISTORY     - 1973     GOOD             NGS
 AW1226  HISTORY     - 1978     GOOD             NGS
 AW1226  HISTORY     - 1990     GOOD             USPSQD
 AW1226  HISTORY     - 19910704 GOOD             USPSQD
 AW1226  HISTORY     - 19970628 GOOD             USPSQD
 AW1226  HISTORY     - 20030426 GOOD             USPSQD
 AW1226  HISTORY     - 20040716 GOOD             DEWDAV
 AW1226
 AW1226                          STATION DESCRIPTION
 AW1226
 AW1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1226'2.85 MI N FROM ANGLETON.
 AW1226'2.3 MILES NORTH ALONG STATE HIGHWAY 288 FROM THE COUNTY COURTHOUSE AT
 AW1226'ANGLETON, THENCE 0.3 MILE EAST ALONG A SHELL ROAD, THENCE 0.25 MILE
 AW1226'NORTH ALONG OLD AIRLINE ROAD (COUNTY ROAD 48), 200 FEET NORTH OF THE
 AW1226'CROSSING OF A DRAIN DITCH, 40 FEET WEST OF THE CENTER LINE OF THE
 AW1226'ROAD, 195 FEET NORTH OF THE CENTER OF A 36-INCH PIPE CULVERT, 21 FEET
 AW1226'NORTH OF A POWER POLE, 104 FEET NORTH OF THE NORTH END OF A GATE
 AW1226'ACROSS A FIELD ROAD, 1 FOOT EAST OF A FENCE, 2.0 FEET SOUTH OF A
 AW1226'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 AW1226'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1226
 AW1226                          STATION RECOVERY (1978)
 AW1226
 AW1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1226'RECOVERED IN GOOD CONDITION.
 AW1226
 AW1226                          STATION RECOVERY (1990)
 AW1226
 AW1226'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1226'RECOVERED IN GOOD CONDITION.
 AW1226
 AW1226                          STATION RECOVERY (1991)
 AW1226
 AW1226'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1226'RECOVERED IN GOOD CONDITION.
 AW1226
 AW1226                          STATION RECOVERY (1997)
 AW1226
 AW1226'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1226'RECOVERED IN GOOD CONDITION.
 AW1226
 AW1226                          STATION RECOVERY (2003)
 AW1226
 AW1226'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1226'RECOVERED IN GOOD CONDITION.
 AW1226
 AW1226                          STATION RECOVERY (2004)
 AW1226
 AW1226'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AW1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1040 ***********************************************************************
 AW1040  DESIGNATION -  U 1144
 AW1040  PID         -  AW1040
 AW1040  STATE/COUNTY-  TX/HARRIS
 AW1040  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1040
 AW1040                         *CURRENT SURVEY CONTROL
 AW1040  ___________________________________________________________________
 AW1040* NAD 83(1986)-  29 32 04.     (N)    095 09 32.     (W)     SCALED    
 AW1040* NAVD 88     -         9.49   (+/-2cm)      31.1    (feet)  VERTCON   
 AW1040  ___________________________________________________________________
 AW1040  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1040
 AW1040  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1040
 AW1040.The horizontal coordinates were scaled from a topographic map and have
 AW1040.an estimated accuracy of +/- 6 seconds.
 AW1040
 AW1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1040.The vertical order pertains to the NGVD 29 superseded value.
 AW1040
 AW1040.The geoid height was determined by GEOID03.
 AW1040
 AW1040;                    North         East    Units  Estimated Accuracy
 AW1040;SPC TXSC     - 4,194,640.      972,220.      MT  (+/- 180 meters Scaled)
 AW1040
 AW1040                          SUPERSEDED SURVEY CONTROL
 AW1040
 AW1040  NGVD 29 (??/??/92)    9.485  (m)           31.12   (f) ADJ UNCH    1 2
 AW1040
 AW1040.Superseded values are not recommended for survey control.
 AW1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1040.See file dsdata.txt to determine how the superseded data were derived.
 AW1040
 AW1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN907691(NAD 83)
 AW1040_MARKER: DB = BENCH MARK DISK
 AW1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1040_STAMPING: U 1144 1959
 AW1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1040+STABILITY: SURFACE MOTION
 AW1040
 AW1040  HISTORY     - Date     Condition        Report By
 AW1040  HISTORY     - 1959     MONUMENTED       CGS
 AW1040  HISTORY     - 1973     GOOD             NGS
 AW1040  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1040  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1040  HISTORY     - 1987     GOOD             USPSQD
 AW1040  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1040  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1040  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1040
 AW1040                          STATION DESCRIPTION
 AW1040
 AW1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1040'3.1 MI W FROM WEBSTER.
 AW1040'0.5 MILE NORTHWEST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE
 AW1040'HIGHWAY 3 AT WEBSTER, THENCE 0.95 MILE NORTHWEST ALONG NORTH TEXAS
 AW1040'AVENUE, THENCE 1.65 MILE SOUTHWEST ALONG FRIENDSWOOD LINK ROAD, 0.2
 AW1040'MILE SOUTHWEST OF THE SOUTHWEST END OF A CURVE, 190 FEET NORTHEAST OF
 AW1040'THE NORTHEAST END OF A CIRCULAR DRIVE TO A LARGE BRICK HOUSE, 106.8
 AW1040'FEET NORTHEAST OF AND ACROSS THE ROAD FROM A POWER POLE, 69.8 FEET
 AW1040'SOUTHEAST AND ACROSS THE ROAD FROM A FENCE CORNER, 38.0 FEET SOUTHEAST
 AW1040'OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTHWEST OF A FENCE, 2 FEET
 AW1040'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AW1040'PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 AW1040
 AW1040                          STATION RECOVERY (1978)
 AW1040
 AW1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1040'NOT RECOVERED.  NEW ROAD BEING BUILT, MARK PRESUMED TO HAVE BEEN
 AW1040'DESTROYED.
 AW1040
 AW1040                          STATION RECOVERY (1987)
 AW1040
 AW1040'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1040'MARK NOT FOUND.
 AW1040
 AW1040                          STATION RECOVERY (1987)
 AW1040
 AW1040'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1040'RECOVERED IN GOOD CONDITION.
 AW1040
 AW1040                          STATION RECOVERY (1997)
 AW1040
 AW1040'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1040'MARK NOT FOUND.
 AW1040
 AW1040                          STATION RECOVERY (1999)
 AW1040
 AW1040'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1040'MARK NOT FOUND.
 AW1040
 AW1040                          STATION RECOVERY (2000)
 AW1040
 AW1040'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2830 ***********************************************************************
 AW2830  DESIGNATION -  U 1145
 AW2830  PID         -  AW2830
 AW2830  STATE/COUNTY-  TX/CHAMBERS
 AW2830  USGS QUAD   -  ANAHUAC (1993)
 AW2830
 AW2830                         *CURRENT SURVEY CONTROL
 AW2830  ___________________________________________________________________
 AW2830* NAD 83(1986)-  29 51 06.     (N)    094 42 03.     (W)     SCALED    
 AW2830* NAVD 88     -         6.79   (+/-2cm)      22.3    (feet)  VERTCON   
 AW2830  ___________________________________________________________________
 AW2830  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW2830  OBS GRAVITY -     979,292.5   (mgal)                       GRAV_OBS
 AW2830
 AW2830  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2830
 AW2830.The horizontal coordinates were scaled from a topographic map and have
 AW2830.an estimated accuracy of +/- 6 seconds.
 AW2830
 AW2830.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2830.The vertical order pertains to the NGVD 29 superseded value.
 AW2830
 AW2830.The geoid height was determined by GEOID03.
 AW2830.The observed gravity was obtained from relative gravimeter ties
 AW2830.to the IGSN71 gravity network.
 AW2830
 AW2830;                    North         East    Units  Estimated Accuracy
 AW2830;SPC TXSC     - 4,231,320.    1,015,290.      MT  (+/- 180 meters Scaled)
 AW2830
 AW2830                          SUPERSEDED SURVEY CONTROL
 AW2830
 AW2830  NGVD 29 (??/??/92)    6.79   (m)           22.3    (f) COMPUTED    1 2
 AW2830
 AW2830.Superseded values are not recommended for survey control.
 AW2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2830.See file dsdata.txt to determine how the superseded data were derived.
 AW2830
 AW2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP357035(NAD 83)
 AW2830_MARKER: DB = BENCH MARK DISK
 AW2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2830_STAMPING: U 1145 1959
 AW2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2830+STABILITY: SURFACE MOTION
 AW2830
 AW2830  HISTORY     - Date     Condition        Report By
 AW2830  HISTORY     - 1959     MONUMENTED       CGS
 AW2830  HISTORY     - 1973     GOOD             NGS
 AW2830  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW2830  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2830  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2830  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW2830
 AW2830                          STATION DESCRIPTION
 AW2830
 AW2830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2830'1 MI N FROM WALLISVILLE.
 AW2830'ABOUT 1 MILE NORTH ALONG FARM ROAD 563 FROM THE I-10 OVERPASS AT
 AW2830'WALLISVILLE, AT THE JUNCTION OF OLD FARM ROAD 563 SOUTHWEST, 59.6 FEET
 AW2830'WEST OF THE CENTER LINE OF THE ROAD, 70 FEET SOUTH OF THE CENTER LINE
 AW2830'OF THE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST, AND SET IN THE TOP
 AW2830'OF A CONCRETE POST PROJECTING 6 INCHES.
 AW2830
 AW2830                          STATION RECOVERY (1997)
 AW2830
 AW2830'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2830'MARK NOT FOUND.
 AW2830
 AW2830                          STATION RECOVERY (2001)
 AW2830
 AW2830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2830'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2830
 AW2830                          STATION RECOVERY (2004)
 AW2830
 AW2830'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2830'MARK NOT FOUND.
 AW2830
 AW2830                          STATION RECOVERY (2005)
 AW2830
 AW2830'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5674 ***********************************************************************
 AW5674  DESIGNATION -  U 1146 RESET
 AW5674  PID         -  AW5674
 AW5674  STATE/COUNTY-  TX/HARRIS
 AW5674  USGS QUAD   -  LA PORTE (1982)
 AW5674
 AW5674                         *CURRENT SURVEY CONTROL
 AW5674  ___________________________________________________________________
 AW5674* NAD 83(1986)-  29 42 39.     (N)    095 06 53.     (W)     SCALED    
 AW5674* NAVD 88     -         7.035  (meters)      23.08   (feet)  ADJUSTED  
 AW5674  ___________________________________________________________________
 AW5674  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW5674  DYNAMIC HT  -           7.025 (meters)      23.05  (feet)  COMP
 AW5674  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 AW5674
 AW5674  VERT ORDER  -  FIRST     CLASS II
 AW5674
 AW5674.The horizontal coordinates were scaled from a topographic map and have
 AW5674.an estimated accuracy of +/- 6 seconds.
 AW5674
 AW5674.The orthometric height was determined by differential leveling
 AW5674.and adjusted by the National Geodetic Survey in June 1991..
 AW5674
 AW5674.The geoid height was determined by GEOID03.
 AW5674
 AW5674.The dynamic height is computed by dividing the NAVD 88
 AW5674.geopotential number by the normal gravity value computed on the
 AW5674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5674.degrees latitude (g = 980.6199 gals.).
 AW5674
 AW5674.The modeled gravity was interpolated from observed gravity values.
 AW5674
 AW5674;                    North         East    Units  Estimated Accuracy
 AW5674;SPC TXSC     - 4,214,320.      975,850.      MT  (+/- 180 meters Scaled)
 AW5674
 AW5674                          SUPERSEDED SURVEY CONTROL
 AW5674
 AW5674  NGVD 29 (12/23/87)    7.032  (m)           23.07   (f) ADJUSTED    1 2
 AW5674
 AW5674.Superseded values are not recommended for survey control.
 AW5674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5674.See file dsdata.txt to determine how the superseded data were derived.
 AW5674
 AW5674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN954886(NAD 83)
 AW5674_MARKER: DB = BENCH MARK DISK
 AW5674_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW5674_SP_SET: HEADWALL
 AW5674_STAMPING: U 1146 RESET 1978
 AW5674_MARK LOGO: NGS   
 AW5674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5674+STABILITY: SURFACE MOTION
 AW5674
 AW5674  HISTORY     - Date     Condition        Report By
 AW5674  HISTORY     - 1978     MONUMENTED       NGS
 AW5674  HISTORY     - 1986     GOOD             NGS
 AW5674  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW5674  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW5674  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW5674  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW5674
 AW5674                          STATION DESCRIPTION
 AW5674
 AW5674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5674'2.3 KM (1.45 MI) NORTH FROM DEER PARK.
 AW5674'1.35 KM (0.85 MI) NORTH ALONG CENTER STREET FROM THE CITY HALL IN DEER
 AW5674'PARK, THENCE 0.9 KM (0.55 MI) EAST ALONG STATE HIGHWAY 225 TO THE MARK
 AW5674'ON THE RIGHT, IN TOP OF THE WEST END OF THE SOUTH HEADWALL OF A THREE
 AW5674'CHANNEL BOX CULVERT, 0.18 METER (0.6 MI) EAST OF THE WEST END OF THE
 AW5674'HEADWALL.
 AW5674'THE MARK IS 0.05 M ABOVE HIGHWAY.
 AW5674
 AW5674                          STATION RECOVERY (1997)
 AW5674
 AW5674'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5674'MARK NOT FOUND.
 AW5674
 AW5674                          STATION RECOVERY (1997)
 AW5674
 AW5674'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5674'MARK NOT FOUND.
 AW5674
 AW5674                          STATION RECOVERY (2004)
 AW5674
 AW5674'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5674'MARK NOT FOUND.
 AW5674
 AW5674                          STATION RECOVERY (2005)
 AW5674
 AW5674'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1964 ***********************************************************************
 AW1964  DESIGNATION -  U 1147
 AW1964  PID         -  AW1964
 AW1964  STATE/COUNTY-  TX/HARRIS
 AW1964  USGS QUAD   -  LA PORTE (1982)
 AW1964
 AW1964                         *CURRENT SURVEY CONTROL
 AW1964  ___________________________________________________________________
 AW1964* NAD 83(1986)-  29 43 36.     (N)    095 04 37.     (W)     SCALED    
 AW1964* NAVD 88     -         9.45   (+/-2cm)      31.0    (feet)  VERTCON   
 AW1964  ___________________________________________________________________
 AW1964  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1964
 AW1964  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1964
 AW1964.The horizontal coordinates were scaled from a topographic map and have
 AW1964.an estimated accuracy of +/- 6 seconds.
 AW1964
 AW1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1964.The vertical order pertains to the NGVD 29 superseded value.
 AW1964
 AW1964.The geoid height was determined by GEOID03.
 AW1964
 AW1964;                    North         East    Units  Estimated Accuracy
 AW1964;SPC TXSC     - 4,216,200.      979,440.      MT  (+/- 180 meters Scaled)
 AW1964
 AW1964                          SUPERSEDED SURVEY CONTROL
 AW1964
 AW1964  NGVD 29 (??/??/92)    9.444  (m)           30.98   (f) ADJ UNCH    1 2
 AW1964
 AW1964.Superseded values are not recommended for survey control.
 AW1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1964.See file dsdata.txt to determine how the superseded data were derived.
 AW1964
 AW1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN991903(NAD 83)
 AW1964_MARKER: DB = BENCH MARK DISK
 AW1964_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1964_SP_SET: FOUNDATION
 AW1964_STAMPING: U 1147 1959
 AW1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1964
 AW1964  HISTORY     - Date     Condition        Report By
 AW1964  HISTORY     - 1959     MONUMENTED       CGS
 AW1964  HISTORY     - 1964     GOOD             NGS
 AW1964  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1964  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1964
 AW1964                          STATION DESCRIPTION
 AW1964
 AW1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1964'3.4 MI SE FROM LYNCHBURG.
 AW1964'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 134 FROM THE SOUTH LANDING
 AW1964'OF THE LYNCHBURG FERRY, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG MILLER
 AW1964'CUT-OFF ROAD TO THE SOUTH ENTRANCE TO THE KTHT RADIO TRANSMITTING
 AW1964'STATION, THENCE ABOUT 0.1 MILE NORTH ACROSS A FIELD TO THE MOST
 AW1964'SOUTHERLY ONE OF 4 STEEL TOWERS, 276 FEET NORTH OF THE KTHT
 AW1964'TRANSMITTING BUILDING, IN THE TOP OF THE NORTHWEST CORNER OF THE
 AW1964'CONCRETE FOUNDATION OF THE TOWER.
 AW1964
 AW1964                          STATION RECOVERY (1978)
 AW1964
 AW1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1964'NOT RECOVERED.
 AW1964
 AW1964                          STATION RECOVERY (2001)
 AW1964
 AW1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1964'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0278 ***********************************************************************
 AX0278  DESIGNATION -  U 1148 RESET
 AX0278  PID         -  AX0278
 AX0278  STATE/COUNTY-  TX/WALLER
 AX0278  USGS QUAD   -  SAN FELIPE (1980)
 AX0278
 AX0278                         *CURRENT SURVEY CONTROL
 AX0278  ___________________________________________________________________
 AX0278* NAD 83(1986)-  29 45 14.     (N)    096 00 23.     (W)     SCALED    
 AX0278* NAVD 88     -        36.060  (meters)     118.31   (feet)  ADJUSTED  
 AX0278  ___________________________________________________________________
 AX0278  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0278  DYNAMIC HT  -          36.010 (meters)     118.14  (feet)  COMP
 AX0278  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AX0278
 AX0278  VERT ORDER  -  FIRST     CLASS I
 AX0278
 AX0278.The horizontal coordinates were scaled from a topographic map and have
 AX0278.an estimated accuracy of +/- 6 seconds.
 AX0278
 AX0278.The orthometric height was determined by differential leveling
 AX0278.and adjusted by the National Geodetic Survey in June 1991..
 AX0278
 AX0278.The geoid height was determined by GEOID03.
 AX0278
 AX0278.The dynamic height is computed by dividing the NAVD 88
 AX0278.geopotential number by the normal gravity value computed on the
 AX0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0278.degrees latitude (g = 980.6199 gals.).
 AX0278
 AX0278.The modeled gravity was interpolated from observed gravity values.
 AX0278
 AX0278;                    North         East    Units  Estimated Accuracy
 AX0278;SPC TXSC     - 4,216,560.      889,490.      MT  (+/- 180 meters Scaled)
 AX0278
 AX0278                          SUPERSEDED SURVEY CONTROL
 AX0278
 AX0278  NGVD 29 (12/23/87)   36.042  (m)          118.25   (f) ADJUSTED    1 1
 AX0278
 AX0278.Superseded values are not recommended for survey control.
 AX0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0278.See file dsdata.txt to determine how the superseded data were derived.
 AX0278
 AX0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT895952(NAD 83)
 AX0278_MARKER: DB = BENCH MARK DISK
 AX0278_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AX0278_SP_SET: WELL CASING
 AX0278_STAMPING: U 1148 1959 RESET 1963
 AX0278_MARK LOGO: CGS   
 AX0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX0278+STABILITY: POSITION/ELEVATION WELL
 AX0278
 AX0278  HISTORY     - Date     Condition        Report By
 AX0278  HISTORY     - 1963     MONUMENTED       CGS
 AX0278  HISTORY     - 1973     GOOD             NGS
 AX0278  HISTORY     - 1978     GOOD             NGS
 AX0278  HISTORY     - 1986     GOOD             NGS
 AX0278
 AX0278                          STATION DESCRIPTION
 AX0278
 AX0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0278'5.35 MI SW FROM BROOKSHIRE.
 AX0278'ABOUT 3.05 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0278'THE STATION AT BROOKSHIRE, THENCE 1.85 MILES SOUTH ALONG A PAVED ROAD,
 AX0278'THENCE 0.35 MILE EAST ALONG A PRIVATE DIRT ROAD, THENCE 0.1 MILE SOUTH
 AX0278'ACROSS A FIELD, 0.05 MILE WEST OF BESSIES CREEK IN THE BROOKSHIRE
 AX0278'FIELD, 220 FEET WEST OF A FENCE, 362.3 FEET SOUTHWEST OF A RED WOODEN
 AX0278'HOUSE, CLAMPED VERTICALLY ON THE NORTHWEST SIDE OF AN 11 3/4-INCH OIL
 AX0278'WELL CASING WHICH IS 2,497 FEET DEEP, AND ABOUT 0.9 FOOT ABOVE THE
 AX0278'LEVEL OF THE GROUND.
 AX0278
 AX0278                          STATION RECOVERY (1978)
 AX0278
 AX0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0278'RECOVERED IN GOOD CONDITION.
 AX0278
 AX0278                          STATION RECOVERY (1986)
 AX0278
 AX0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0278'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0278'ADD--ON PROPERTY OWNED BY MRS MARCUS AND LEASED BY VETERINARIAN DOCTOR
 AX0278'ABER, THE WELL CASING AND MARK ARE A 91 METERS (300 FT) SOUTHWEST OF
 AX0278'THE SOUTHWEST CORNER OF A SMALL RANCH STYLE HOUSE FOR A MAINTENENCE
 AX0278'MAN, AND ABOUT IN THE MIDDLE OF A HORSE RACE TRACK, INSIDE A 4 BY 4-FT
 AX0278'WOOD ENCLOSURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1197 ***********************************************************************
 BL1197  DESIGNATION -  U 1149
 BL1197  PID         -  BL1197
 BL1197  STATE/COUNTY-  TX/HARRIS
 BL1197  USGS QUAD   -  SPRING (1982)
 BL1197
 BL1197                         *CURRENT SURVEY CONTROL
 BL1197  ___________________________________________________________________
 BL1197* NAD 83(1986)-  30 01 39.     (N)    095 24 13.     (W)     SCALED    
 BL1197* NAVD 88     -        29.88   (+/-2cm)      98.0    (feet)  VERTCON   
 BL1197  ___________________________________________________________________
 BL1197  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL1197
 BL1197  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1197
 BL1197.The horizontal coordinates were scaled from a topographic map and have
 BL1197.an estimated accuracy of +/- 6 seconds.
 BL1197
 BL1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1197.The vertical order pertains to the NGVD 29 superseded value.
 BL1197
 BL1197.The geoid height was determined by GEOID03.
 BL1197
 BL1197;                    North         East    Units  Estimated Accuracy
 BL1197;SPC TXSC     - 4,248,510.      946,830.      MT  (+/- 180 meters Scaled)
 BL1197
 BL1197                          SUPERSEDED SURVEY CONTROL
 BL1197
 BL1197  NGVD 29 (??/??/92)   29.883  (m)           98.04   (f) ADJ UNCH    1 1
 BL1197
 BL1197.Superseded values are not recommended for survey control.
 BL1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1197.See file dsdata.txt to determine how the superseded data were derived.
 BL1197
 BL1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP682242(NAD 83)
 BL1197_MARKER: DB = BENCH MARK DISK
 BL1197_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1197_SP_SET: 40 FEET
 BL1197_STAMPING: U 1149 1959
 BL1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1197
 BL1197  HISTORY     - Date     Condition        Report By
 BL1197  HISTORY     - 1959     MONUMENTED       CGS
 BL1197  HISTORY     - 1973     GOOD             NGS
 BL1197  HISTORY     - 1978     GOOD             NGS
 BL1197  HISTORY     - 1978     GOOD             NGS
 BL1197  HISTORY     - 1982     GOOD             LOCSUR
 BL1197  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1197  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1197  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 BL1197
 BL1197                          STATION DESCRIPTION
 BL1197
 BL1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1197'3.6 MI S FROM SPRING.
 BL1197'ABOUT 3.6 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1197'CROSSING OF SPRING SCHOOL RD., ABOUT 1 1/2 POLES NORTH OF THE CROSSING
 BL1197'OF FARM ROAD 1960, 80 1/2 FEET SOUTH EAST OF THE THIRD TELEPHONE POLE
 BL1197'ON THE EAST SIDE OF THE TRACKS, AND NORTH OF THE ROAD CROSSING, 45.4
 BL1197'FEET EAST OF THE EAST RAIL, 1.6 FEET WEST OF A FENCE, 1.2 FEET SOUTH
 BL1197'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAIL, AND
 BL1197'SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A
 BL1197'6-INCH CEMENT TILE WHICH PROJECTS 1/2-FOOT THE ROD WAS DRIVEN TO A
 BL1197'DEPTH OF 40 FEET.
 BL1197
 BL1197                          STATION RECOVERY (1978)
 BL1197
 BL1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1197'RECOVERED IN GOOD CONDITION.
 BL1197
 BL1197                          STATION RECOVERY (1978)
 BL1197
 BL1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1197'RECOVERED IN GOOD CONDITION.
 BL1197
 BL1197                          STATION RECOVERY (1982)
 BL1197
 BL1197'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 BL1197'RECOVERED IN GOOD CONDITION.
 BL1197
 BL1197                          STATION RECOVERY (1987)
 BL1197
 BL1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1197'THERE IS CONSTRUCTION AT THIS LOCATION.
 BL1197
 BL1197                          STATION RECOVERY (1995)
 BL1197
 BL1197'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1197'MARK NOT FOUND.
 BL1197
 BL1197                          STATION RECOVERY (2004)
 BL1197
 BL1197'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2186 ***********************************************************************
 CS2186  DESIGNATION -  U 115
 CS2186  PID         -  CS2186
 CS2186  STATE/COUNTY-  TX/SOMERVELL
 CS2186  USGS QUAD   -  HILL CITY (1979)
 CS2186
 CS2186                         *CURRENT SURVEY CONTROL
 CS2186  ___________________________________________________________________
 CS2186* NAD 83(1986)-  32 18 33.     (N)    097 45 06.     (W)     SCALED    
 CS2186* NAVD 88     -       220.399  (meters)     723.09   (feet)  ADJUSTED  
 CS2186  ___________________________________________________________________
 CS2186  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CS2186  DYNAMIC HT  -         220.130 (meters)     722.21  (feet)  COMP
 CS2186  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 CS2186
 CS2186  VERT ORDER  -  SECOND    CLASS 0
 CS2186
 CS2186.The horizontal coordinates were scaled from a topographic map and have
 CS2186.an estimated accuracy of +/- 6 seconds.
 CS2186
 CS2186.The orthometric height was determined by differential leveling
 CS2186.and adjusted by the National Geodetic Survey in June 1991..
 CS2186
 CS2186.The geoid height was determined by GEOID03.
 CS2186
 CS2186.The dynamic height is computed by dividing the NAVD 88
 CS2186.geopotential number by the normal gravity value computed on the
 CS2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2186.degrees latitude (g = 980.6199 gals.).
 CS2186
 CS2186.The modeled gravity was interpolated from observed gravity values.
 CS2186
 CS2186;                    North         East    Units  Estimated Accuracy
 CS2186;SPC TXNC     - 2,071,500.      670,470.      MT  (+/- 180 meters Scaled)
 CS2186
 CS2186                          SUPERSEDED SURVEY CONTROL
 CS2186
 CS2186  NGVD 29 (??/??/92)  220.369  (m)          722.99   (f) ADJ UNCH    2 0
 CS2186
 CS2186.Superseded values are not recommended for survey control.
 CS2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2186.See file dsdata.txt to determine how the superseded data were derived.
 CS2186
 CS2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA175753(NAD 83)
 CS2186_MARKER: DB = BENCH MARK DISK
 CS2186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2186_SP_SET: MONUMENT
 CS2186_STAMPING: U 115 1933 722.994
 CS2186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2186
 CS2186  HISTORY     - Date     Condition        Report By
 CS2186  HISTORY     - 1933     MONUMENTED       CGS
 CS2186  HISTORY     - 1953     GOOD             NGS
 CS2186  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2186
 CS2186                          STATION DESCRIPTION
 CS2186
 CS2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS2186'10 MI S FROM GRANBURY.
 CS2186'ABOUT 10 MILES SOUTH OF GRANBURY, ALONG THE OLD GLEN ROSE HIGHWAY, NOW
 CS2186'A COUNTY ROAD, ABOUT 0.4 MILE WEST OF HIGHWAY NO. 144 AND ABOUT 0.4
 CS2186'MILE SOUTH OF THE HOOD-SOMERVELL COUNTY LINE.  IT IS 4 FEET WEST OF
 CS2186'THE EAST RIGHT-OF-WAY FENCE, 50 FEET EAST OF THE CENTERLINE OF THE
 CS2186'GRAVEL ROAD, AND 220 FEET SOUTH OF AN OLD GATE AND FENCE CORNER.  A
 CS2186'STANDARD DISK IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
 CS2186'NOTE-- TO REACH FROM GRANBURY, GO WEST ON THE HIGHWAY FROM THE COURT
 CS2186'HOUSE 0.4 MILE.  THEN TURN LEFT AND GO SOUTH ON HIGHWAY NO. 144, 09.4
 CS2186'MILES TO THE COUNTY LINE.  TURN RIGHT HERE AND FOLLOW THE GRAVEL ROAD
 CS2186'WEST AND SOUTH 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED.  THE
 CS2186'MARK IS 0.5 MILE NORTH OF A T ROAD LEADING WEST.
 CS2186
 CS2186                          STATION RECOVERY (1999)
 CS2186
 CS2186'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0719 ***********************************************************************
 CT0719  DESIGNATION -  U 1152
 CT0719  PID         -  CT0719
 CT0719  STATE/COUNTY-  TX/JONES
 CT0719  USGS QUAD   -  TRUBY (1984)
 CT0719
 CT0719                         *CURRENT SURVEY CONTROL
 CT0719  ___________________________________________________________________
 CT0719* NAD 83(1986)-  32 44 13.     (N)    099 53 50.     (W)     SCALED    
 CT0719* NAVD 88     -       531.404  (meters)    1743.45   (feet)  ADJUSTED  
 CT0719  ___________________________________________________________________
 CT0719  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CT0719  DYNAMIC HT  -         530.715 (meters)    1741.19  (feet)  COMP
 CT0719  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 CT0719
 CT0719  VERT ORDER  -  SECOND    CLASS 0
 CT0719
 CT0719.The horizontal coordinates were scaled from a topographic map and have
 CT0719.an estimated accuracy of +/- 6 seconds.
 CT0719
 CT0719.The orthometric height was determined by differential leveling
 CT0719.and adjusted by the National Geodetic Survey in June 1991..
 CT0719
 CT0719.The geoid height was determined by GEOID03.
 CT0719
 CT0719.The dynamic height is computed by dividing the NAVD 88
 CT0719.geopotential number by the normal gravity value computed on the
 CT0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0719.degrees latitude (g = 980.6199 gals.).
 CT0719
 CT0719.The modeled gravity was interpolated from observed gravity values.
 CT0719
 CT0719;                    North         East    Units  Estimated Accuracy
 CT0719;SPC TXNC     - 2,119,550.      469,060.      MT  (+/- 180 meters Scaled)
 CT0719
 CT0719                          SUPERSEDED SURVEY CONTROL
 CT0719
 CT0719  NGVD 29 (??/??/92)  531.211  (m)         1742.81   (f) ADJ UNCH    2 0
 CT0719
 CT0719.Superseded values are not recommended for survey control.
 CT0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0719.See file dsdata.txt to determine how the superseded data were derived.
 CT0719
 CT0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB159224(NAD 83)
 CT0719_MARKER: DB = BENCH MARK DISK
 CT0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0719_STAMPING: U 1152 1961
 CT0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0719+STABILITY: SURFACE MOTION
 CT0719
 CT0719  HISTORY     - Date     Condition        Report By
 CT0719  HISTORY     - 1961     MONUMENTED       CGS
 CT0719
 CT0719                          STATION DESCRIPTION
 CT0719
 CT0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0719'1.3 MI S FROM ANSON.
 CT0719'1.3 MILES SOUTH ALONG U.S. HIGHWAY 83 AND 277 FROM THE COURTHOUSE AT
 CT0719'ANSON, 135 FEET WEST OF THE CENTER OF A CROSSING, 72 FEET WEST OF THE
 CT0719'CENTER LINE OF THE SOUTH BOUND TRAFFIC LANES OF U.S. HIGHWAY 83 AND
 CT0719'277, 60 FEET NORTH OF THE CENTER LINE OF ROAD 707, 24 FEET NORTH OF A
 CT0719'POWER POLE NUMBER 12 WITH ONE GUYWIRE, 2.3 FEET EAST OF A CONCRETE
 CT0719'R.O.W. POST, 3 FEET EAST OF A FENCE, LEVEL WITH U.S. HGIHWAY 82 AND
 CT0719'277, 2.6 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 CT0719'12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 7
 CT0719'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0226 ***********************************************************************
 CU0226  DESIGNATION -  U 1157
 CU0226  PID         -  CU0226
 CU0226  STATE/COUNTY-  TX/TAYLOR
 CU0226  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0226
 CU0226                         *CURRENT SURVEY CONTROL
 CU0226  ___________________________________________________________________
 CU0226* NAD 83(1986)-  32 20 45.     (N)    100 06 20.     (W)     SCALED    
 CU0226* NAVD 88     -       634.047  (meters)    2080.20   (feet)  ADJUSTED  
 CU0226  ___________________________________________________________________
 CU0226  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CU0226  DYNAMIC HT  -         633.209 (meters)    2077.45  (feet)  COMP
 CU0226  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 CU0226
 CU0226  VERT ORDER  -  SECOND    CLASS 0
 CU0226
 CU0226.The horizontal coordinates were scaled from a topographic map and have
 CU0226.an estimated accuracy of +/- 6 seconds.
 CU0226
 CU0226.The orthometric height was determined by differential leveling
 CU0226.and adjusted by the National Geodetic Survey in June 1991..
 CU0226
 CU0226.The geoid height was determined by GEOID03.
 CU0226
 CU0226.The dynamic height is computed by dividing the NAVD 88
 CU0226.geopotential number by the normal gravity value computed on the
 CU0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0226.degrees latitude (g = 980.6199 gals.).
 CU0226
 CU0226.The modeled gravity was interpolated from observed gravity values.
 CU0226
 CU0226;                    North         East    Units  Estimated Accuracy
 CU0226;SPC TXNC     - 2,076,470.      448,870.      MT  (+/- 180 meters Scaled)
 CU0226
 CU0226                          SUPERSEDED SURVEY CONTROL
 CU0226
 CU0226  NGVD 29 (??/??/92)  633.857  (m)         2079.58   (f) ADJ UNCH    2 0
 CU0226
 CU0226.Superseded values are not recommended for survey control.
 CU0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0226.See file dsdata.txt to determine how the superseded data were derived.
 CU0226
 CU0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA959793(NAD 83)
 CU0226_MARKER: DB = BENCH MARK DISK
 CU0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0226_STAMPING: U 1157 1961
 CU0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0226+STABILITY: SURFACE MOTION
 CU0226
 CU0226  HISTORY     - Date     Condition        Report By
 CU0226  HISTORY     - 1961     MONUMENTED       CGS
 CU0226  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 CU0226  HISTORY     - 20011013 GOOD             USPSQD
 CU0226
 CU0226                          STATION DESCRIPTION
 CU0226
 CU0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0226'13.6 MI S FROM MERKEL.
 CU0226'13.6 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0226'48 FEET WEST OF THE CENTER LINE OF FARM ROAD 126, 36 FEET EAST OF A
 CU0226'GRAVEL ROAD, 3 FEET NORTH OF A POWER POLE, LEVEL WITH THE ROAD, 6 FEET
 CU0226'SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND
 CU0226'CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE GROUND.
 CU0226
 CU0226                          STATION RECOVERY (1994)
 CU0226
 CU0226'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0226'MARK NOT FOUND.
 CU0226
 CU0226                          STATION RECOVERY (2001)
 CU0226
 CU0226'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0589 ***********************************************************************
 CT0589  DESIGNATION -  U 1158
 CT0589  PID         -  CT0589
 CT0589  STATE/COUNTY-  TX/CALLAHAN
 CT0589  USGS QUAD   -  EULA (1984)
 CT0589
 CT0589                         *CURRENT SURVEY CONTROL
 CT0589  ___________________________________________________________________
 CT0589* NAD 83(1986)-  32 19 30.     (N)    099 30 23.     (W)     SCALED    
 CT0589* NAVD 88     -       586.419  (meters)    1923.94   (feet)  POSTED    
 CT0589  ___________________________________________________________________
 CT0589  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CT0589  DYNAMIC HT  -         585.650 (meters)    1921.42  (feet)  COMP
 CT0589  MODELED GRAV-     979,303.8   (mgal)                       NAVD 88
 CT0589
 CT0589  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0589
 CT0589.The horizontal coordinates were scaled from a topographic map and have
 CT0589.an estimated accuracy of +/- 6 seconds.
 CT0589
 CT0589.The orthometric height was determined by differential leveling
 CT0589.and adjusted by the National Geodetic Survey in 1992..
 CT0589.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0589.rate of 1.1 thru 2.0 mm/km.
 CT0589
 CT0589.The geoid height was determined by GEOID03.
 CT0589
 CT0589.The dynamic height is computed by dividing the NAVD 88
 CT0589.geopotential number by the normal gravity value computed on the
 CT0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0589.degrees latitude (g = 980.6199 gals.).
 CT0589
 CT0589.The modeled gravity was interpolated from observed gravity values.
 CT0589
 CT0589;                    North         East    Units  Estimated Accuracy
 CT0589;SPC TXNC     - 2,073,460.      505,250.      MT  (+/- 180 meters Scaled)
 CT0589
 CT0589                          SUPERSEDED SURVEY CONTROL
 CT0589
 CT0589  NGVD 29 (??/??/92)  586.250  (m)         1923.39   (f) ADJ UNCH    1 2
 CT0589
 CT0589.Superseded values are not recommended for survey control.
 CT0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0589.See file dsdata.txt to determine how the superseded data were derived.
 CT0589
 CT0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA523765(NAD 83)
 CT0589_MARKER: DB = BENCH MARK DISK
 CT0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0589_STAMPING: U 1158 1961
 CT0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0589+STABILITY: SURFACE MOTION
 CT0589
 CT0589  HISTORY     - Date     Condition        Report By
 CT0589  HISTORY     - 1961     MONUMENTED       CGS
 CT0589  HISTORY     - 1976     GOOD             NGS
 CT0589
 CT0589                          STATION DESCRIPTION
 CT0589
 CT0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0589'6.4 MI SW FROM CLYDE.
 CT0589'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0589'TO FARM ROAD 604, THENCE 6.2 MILES SOUTHWEST ALONG FARM ROAD 604, 71
 CT0589'FEET SOUTHEAST OF THE CENTER OF A CROSSING, 39 FEET EAST OF THE CENTER
 CT0589'LINE OF FARM ROAD 604, 33 FEET SOUTH OF THE CENTER LINE OF A DIRT
 CT0589'ROAD, 12 FEET SOUTH OF A FENCE CORNER, 5.4 FEET SOUTH OF A TELEPHONE
 CT0589'POLE, 0.11 FEET WEST OF A FENCE, LEVEL WITH THE ROAD, 2.9 FEET NORTH
 CT0589'OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH CYLINDER
 CT0589'SHAPED CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE GROUND.
 CT0589
 CT0589                          STATION RECOVERY (1976)
 CT0589
 CT0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CT0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0574 ***********************************************************************
 CT0574  DESIGNATION -  U 1159
 CT0574  PID         -  CT0574
 CT0574  STATE/COUNTY-  TX/TAYLOR
 CT0574  USGS QUAD   -  ABILENE EAST (1987)
 CT0574
 CT0574                         *CURRENT SURVEY CONTROL
 CT0574  ___________________________________________________________________
 CT0574* NAD 83(1986)-  32 26 42.     (N)    099 38 21.     (W)     SCALED    
 CT0574* NAVD 88     -       538.850  (meters)    1767.88   (feet)  ADJUSTED  
 CT0574  ___________________________________________________________________
 CT0574  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CT0574  DYNAMIC HT  -         538.149 (meters)    1765.58  (feet)  COMP
 CT0574  MODELED GRAV-     979,321.4   (mgal)                       NAVD 88
 CT0574
 CT0574  VERT ORDER  -  SECOND    CLASS 0
 CT0574
 CT0574.The horizontal coordinates were scaled from a topographic map and have
 CT0574.an estimated accuracy of +/- 6 seconds.
 CT0574
 CT0574.The orthometric height was determined by differential leveling
 CT0574.and adjusted by the National Geodetic Survey in June 1991..
 CT0574
 CT0574.The geoid height was determined by GEOID03.
 CT0574
 CT0574.The dynamic height is computed by dividing the NAVD 88
 CT0574.geopotential number by the normal gravity value computed on the
 CT0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0574.degrees latitude (g = 980.6199 gals.).
 CT0574
 CT0574.The modeled gravity was interpolated from observed gravity values.
 CT0574
 CT0574;                    North         East    Units  Estimated Accuracy
 CT0574;SPC TXNC     - 2,086,890.      492,890.      MT  (+/- 180 meters Scaled)
 CT0574
 CT0574                          SUPERSEDED SURVEY CONTROL
 CT0574
 CT0574  NGVD 29 (??/??/92)  538.709  (m)         1767.41   (f) ADJ UNCH    2 0
 CT0574
 CT0574.Superseded values are not recommended for survey control.
 CT0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0574.See file dsdata.txt to determine how the superseded data were derived.
 CT0574
 CT0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA399899(NAD 83)
 CT0574_MARKER: DB = BENCH MARK DISK
 CT0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0574_STAMPING: U 1159 1961
 CT0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0574+STABILITY: SURFACE MOTION
 CT0574
 CT0574  HISTORY     - Date     Condition        Report By
 CT0574  HISTORY     - 1961     MONUMENTED       CGS
 CT0574  HISTORY     - 19940616 GOOD             USPSQD
 CT0574  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0574
 CT0574                          STATION DESCRIPTION
 CT0574
 CT0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0574'0.5 MI N FROM ELMDALE.
 CT0574'0.5 MILE NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL, 43.6 FEET
 CT0574'NORTH OF THE CENTER OF GRAVEL ROAD, 40 FEET EAST OF THE CENTER OF A
 CT0574'PAVED ROAD, 4.7 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, 1.7
 CT0574'FEET SOUTH OF A FENCE CORNER, LEVEL WITH THE ROAD, SET IN TOP OF A
 CT0574'CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CT0574
 CT0574                          STATION RECOVERY (1994)
 CT0574
 CT0574'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0574'RECOVERED IN GOOD CONDITION.
 CT0574
 CT0574                          STATION RECOVERY (2001)
 CT0574
 CT0574'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0766 ***********************************************************************
 CT0766  DESIGNATION -  U 1160
 CT0766  PID         -  CT0766
 CT0766  STATE/COUNTY-  TX/JONES
 CT0766  USGS QUAD   -  HAMBY (1987)
 CT0766
 CT0766                         *CURRENT SURVEY CONTROL
 CT0766  ___________________________________________________________________
 CT0766* NAD 83(1986)-  32 33 44.     (N)    099 39 22.     (W)     SCALED    
 CT0766* NAVD 88     -       513.781  (meters)    1685.63   (feet)  ADJUSTED  
 CT0766  ___________________________________________________________________
 CT0766  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CT0766  DYNAMIC HT  -         513.119 (meters)    1683.46  (feet)  COMP
 CT0766  MODELED GRAV-     979,333.9   (mgal)                       NAVD 88
 CT0766
 CT0766  VERT ORDER  -  SECOND    CLASS 0
 CT0766
 CT0766.The horizontal coordinates were scaled from a topographic map and have
 CT0766.an estimated accuracy of +/- 6 seconds.
 CT0766
 CT0766.The orthometric height was determined by differential leveling
 CT0766.and adjusted by the National Geodetic Survey in June 1991..
 CT0766
 CT0766.The geoid height was determined by GEOID03.
 CT0766
 CT0766.The dynamic height is computed by dividing the NAVD 88
 CT0766.geopotential number by the normal gravity value computed on the
 CT0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0766.degrees latitude (g = 980.6199 gals.).
 CT0766
 CT0766.The modeled gravity was interpolated from observed gravity values.
 CT0766
 CT0766;                    North         East    Units  Estimated Accuracy
 CT0766;SPC TXNC     - 2,099,910.      491,440.      MT  (+/- 180 meters Scaled)
 CT0766
 CT0766                          SUPERSEDED SURVEY CONTROL
 CT0766
 CT0766  NGVD 29 (??/??/92)  513.645  (m)         1685.18   (f) ADJ UNCH    2 0
 CT0766
 CT0766.Superseded values are not recommended for survey control.
 CT0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0766.See file dsdata.txt to determine how the superseded data were derived.
 CT0766
 CT0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB384029(NAD 83)
 CT0766_MARKER: DB = BENCH MARK DISK
 CT0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0766_STAMPING: U 1160 1961
 CT0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0766+STABILITY: SURFACE MOTION
 CT0766
 CT0766  HISTORY     - Date     Condition        Report By
 CT0766  HISTORY     - 1961     MONUMENTED       CGS
 CT0766  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0766
 CT0766                          STATION DESCRIPTION
 CT0766
 CT0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0766'10.35 MI NW FROM ELMDALE.
 CT0766'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL, THENCE
 CT0766'1.45 MILES WEST ALONG A PAVED ROAD, THENCE 3.0 MILES NORTH ALONG FARM
 CT0766'ROAD 1082, 40.6 FEET EAST OF THE CENTER OF A PAVED ROAD, 36 FEET NORTH
 CT0766'OF THE CENTER OF A GRAVEL ROAD, 7.8 FEET NORTH OF A FENCE CORNER, 5.9
 CT0766'FEET NORTH OF A METAL WITNESS POST WITH SIGN, 8 INCHES WEST OF A
 CT0766'FENCE, LEVEL WITH THE ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE POST
 CT0766'FLUSH WITH THE GROUND.
 CT0766
 CT0766                          STATION RECOVERY (2001)
 CT0766
 CT0766'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0422 ***********************************************************************
 CR0422  DESIGNATION -  U 1161
 CR0422  PID         -  CR0422
 CR0422  STATE/COUNTY-  TX/SMITH
 CR0422  USGS QUAD   -  TYLER SOUTH (1973)
 CR0422
 CR0422                         *CURRENT SURVEY CONTROL
 CR0422  ___________________________________________________________________
 CR0422* NAD 83(1986)-  32 20 43.     (N)    095 18 52.     (W)     SCALED    
 CR0422* NAVD 88     -       164.540  (meters)     539.83   (feet)  ADJUSTED  
 CR0422  ___________________________________________________________________
 CR0422  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0422  DYNAMIC HT  -         164.346 (meters)     539.19  (feet)  COMP
 CR0422  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 CR0422
 CR0422  VERT ORDER  -  FIRST     CLASS II
 CR0422
 CR0422.The horizontal coordinates were scaled from a topographic map and have
 CR0422.an estimated accuracy of +/- 6 seconds.
 CR0422
 CR0422.The orthometric height was determined by differential leveling
 CR0422.and adjusted by the National Geodetic Survey in June 1991..
 CR0422
 CR0422.The geoid height was determined by GEOID03.
 CR0422
 CR0422.The dynamic height is computed by dividing the NAVD 88
 CR0422.geopotential number by the normal gravity value computed on the
 CR0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0422.degrees latitude (g = 980.6199 gals.).
 CR0422
 CR0422.The modeled gravity was interpolated from observed gravity values.
 CR0422
 CR0422;                    North         East    Units  Estimated Accuracy
 CR0422;SPC TXNC     - 2,079,800.      899,820.      MT  (+/- 180 meters Scaled)
 CR0422
 CR0422                          SUPERSEDED SURVEY CONTROL
 CR0422
 CR0422  NGVD 29 (??/??/92)  164.565  (m)          539.91   (f) ADJ UNCH    1 2
 CR0422
 CR0422.Superseded values are not recommended for survey control.
 CR0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0422.See file dsdata.txt to determine how the superseded data were derived.
 CR0422
 CR0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR821810(NAD 83)
 CR0422_MARKER: DB = BENCH MARK DISK
 CR0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0422_SP_SET: RETAINING WALL
 CR0422_STAMPING: U 1161 1959
 CR0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0422+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2005
 CR0422
 CR0422  HISTORY     - Date     Condition        Report By
 CR0422  HISTORY     - 1959     MONUMENTED       CGS
 CR0422  HISTORY     - 1972     GOOD             LOCENG
 CR0422  HISTORY     - 19910420 GOOD             USPSQD
 CR0422  HISTORY     - 19960420 GOOD             USPSQD
 CR0422  HISTORY     - 20050122 GOOD             USPSQD
 CR0422
 CR0422                          STATION DESCRIPTION
 CR0422
 CR0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0422'1.2 MI SW FROM TYLER.
 CR0422'ABOUT 1.2 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0422'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, 6 POLES NORTHEAST OF
 CR0422'MILEPOST 548, AT THE SOUTHWEST END OF THE U.S. HIGHWAY 69 UNDERPASS, 8
 CR0422'FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN THE TOP OF THE SOUTH CORNER
 CR0422'OF THE SOUTH CONCRETE RETAINING WALL, AND ABOUT 1 FOOT BELOW THE LEVEL
 CR0422'OF THE TRACKS.
 CR0422
 CR0422                          STATION RECOVERY (1972)
 CR0422
 CR0422'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CR0422'RECOVERED IN GOOD CONDITION.
 CR0422
 CR0422                          STATION RECOVERY (1991)
 CR0422
 CR0422'RECOVERY NOTE BY US POWER SQUADRON 1991 (MCM)
 CR0422'RECOVERED IN GOOD CONDITION.
 CR0422
 CR0422                          STATION RECOVERY (1996)
 CR0422
 CR0422'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0422'RECOVERED IN GOOD CONDITION.
 CR0422
 CR0422                          STATION RECOVERY (2005)
 CR0422
 CR0422'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 CR0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0843 ***********************************************************************
 CR0843  DESIGNATION -  U 1162
 CR0843  PID         -  CR0843
 CR0843  STATE/COUNTY-  TX/RAINS
 CR0843  USGS QUAD   -  EMORY NORTH (1980)
 CR0843
 CR0843                         *CURRENT SURVEY CONTROL
 CR0843  ___________________________________________________________________
 CR0843* NAD 83(1986)-  32 53 56.     (N)    095 48 49.     (W)     SCALED    
 CR0843* NAVD 88     -       157.263  (meters)     515.95   (feet)  ADJUSTED  
 CR0843  ___________________________________________________________________
 CR0843  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CR0843  DYNAMIC HT  -         157.088 (meters)     515.38  (feet)  COMP
 CR0843  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 CR0843
 CR0843  VERT ORDER  -  FIRST     CLASS II
 CR0843
 CR0843.The horizontal coordinates were scaled from a topographic map and have
 CR0843.an estimated accuracy of +/- 6 seconds.
 CR0843
 CR0843.The orthometric height was determined by differential leveling
 CR0843.and adjusted by the National Geodetic Survey in June 1991..
 CR0843
 CR0843.The geoid height was determined by GEOID03.
 CR0843
 CR0843.The dynamic height is computed by dividing the NAVD 88
 CR0843.geopotential number by the normal gravity value computed on the
 CR0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0843.degrees latitude (g = 980.6199 gals.).
 CR0843
 CR0843.The modeled gravity was interpolated from observed gravity values.
 CR0843
 CR0843;                    North         East    Units  Estimated Accuracy
 CR0843;SPC TXNC     - 2,139,850.      851,280.      MT  (+/- 180 meters Scaled)
 CR0843
 CR0843                          SUPERSEDED SURVEY CONTROL
 CR0843
 CR0843  NGVD 29 (??/??/92)  157.273  (m)          515.99   (f) ADJ UNCH    1 2
 CR0843
 CR0843.Superseded values are not recommended for survey control.
 CR0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0843.See file dsdata.txt to determine how the superseded data were derived.
 CR0843
 CR0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS368435(NAD 83)
 CR0843_MARKER: DB = BENCH MARK DISK
 CR0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0843_STAMPING: U 1162 1959
 CR0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0843+STABILITY: SURFACE MOTION
 CR0843
 CR0843  HISTORY     - Date     Condition        Report By
 CR0843  HISTORY     - 1959     MONUMENTED       CGS
 CR0843  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR0843
 CR0843                          STATION DESCRIPTION
 CR0843
 CR0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0843'3.55 MI NW FROM EMORY.
 CR0843'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 CR0843'COURTHOUSE AT EMORY, THENCE ABOUT 3.45 MILES NORTHWEST ALONG THE NEW
 CR0843'U. S. HIGHWAY 69, OR ABOUT 4.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 69
 CR0843'FROM THE JUNCTION OF FARM ROAD 47 AT POINT, 350 FEET NORTHEAST OF THE
 CR0843'CENTER LINE OF THE NEW U. S. HIGHWAY 69, 189 FEET EAST-SOUTHEAST OF
 CR0843'THE SOUTHEAST CORNER OF A FARMHOUSE, 53 FEET EAST OF A FENCE CORNER
 CR0843'POST, 36 1/2 FEET NORTH OF THE CENTER LINE OF THE OLD U. S. HIGHWAY
 CR0843'69, 1 FOOT SOUTH OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST,
 CR0843'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CR0843
 CR0843                          STATION RECOVERY (1995)
 CR0843
 CR0843'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0096 ***********************************************************************
 DN0096  DESIGNATION -  U 1163
 DN0096  PID         -  DN0096
 DN0096  STATE/COUNTY-  TX/HUNT
 DN0096  USGS QUAD   -  GREENVILLE NE (1963)
 DN0096
 DN0096                         *CURRENT SURVEY CONTROL
 DN0096  ___________________________________________________________________
 DN0096* NAD 83(1986)-  33 07 56.     (N)    096 06 44.     (W)     SCALED    
 DN0096* NAVD 88     -       169.402  (meters)     555.78   (feet)  ADJUSTED  
 DN0096  ___________________________________________________________________
 DN0096  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0096  DYNAMIC HT  -         169.218 (meters)     555.18  (feet)  COMP
 DN0096  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 DN0096
 DN0096  VERT ORDER  -  FIRST     CLASS II
 DN0096
 DN0096.The horizontal coordinates were scaled from a topographic map and have
 DN0096.an estimated accuracy of +/- 6 seconds.
 DN0096
 DN0096.The orthometric height was determined by differential leveling
 DN0096.and adjusted by the National Geodetic Survey in June 1991..
 DN0096
 DN0096.The geoid height was determined by GEOID03.
 DN0096
 DN0096.The dynamic height is computed by dividing the NAVD 88
 DN0096.geopotential number by the normal gravity value computed on the
 DN0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0096.degrees latitude (g = 980.6199 gals.).
 DN0096
 DN0096.The modeled gravity was interpolated from observed gravity values.
 DN0096
 DN0096;                    North         East    Units  Estimated Accuracy
 DN0096;SPC TXNC     - 2,165,050.      822,770.      MT  (+/- 180 meters Scaled)
 DN0096
 DN0096                          SUPERSEDED SURVEY CONTROL
 DN0096
 DN0096  NGVD 29 (??/??/92)  169.390  (m)          555.74   (f) ADJ UNCH    1 2
 DN0096
 DN0096.Superseded values are not recommended for survey control.
 DN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0096.See file dsdata.txt to determine how the superseded data were derived.
 DN0096
 DN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB694696(NAD 83)
 DN0096_MARKER: DB = BENCH MARK DISK
 DN0096_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DN0096+WITH SETTING: PAVEMENT
 DN0096_SP_SET: WATER TANK BASE
 DN0096_STAMPING: U 1163 1959
 DN0096_MARK LOGO: CGS   
 DN0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0096+STABILITY: SURFACE MOTION
 DN0096
 DN0096  HISTORY     - Date     Condition        Report By
 DN0096  HISTORY     - 1959     MONUMENTED       CGS
 DN0096  HISTORY     - 1986     GOOD             NGS
 DN0096  HISTORY     - 19940418 GOOD             USPSQD
 DN0096
 DN0096                          STATION DESCRIPTION
 DN0096
 DN0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0096'0.5 MI S FROM GREENVILLE.
 DN0096'ABOUT 0.5 MILE SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 DN0096'STATION AT GREENVILLE, AT THE CITY WATER TOWER, 63 FEET WEST OF THE
 DN0096'WEST RAIL, 113 FEET SOUTH OF THE CENTER LINE OF CADDO STREET, IN THE
 DN0096'TOP OF THE EAST CORNER OF THE MOST NORTHEASTERLY CONCRETE FOOTING OF
 DN0096'THE WATER TOWER, AND ABOUT 8 INCHES ABOVE THE GROUND.
 DN0096
 DN0096                          STATION RECOVERY (1986)
 DN0096
 DN0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0096'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DN0096'GREENVILLE, AT THE INTERSECTION OF KING AND CADDO STREETS, IN THE EAST
 DN0096'CORNER OF THE MOST NORTHEASTERLY CONCRETE BASE OF THE NORTHEAST LEG OF
 DN0096'A WATER TANK, 100.4 M (329.4 FT) WEST OF THE CENTERLINE OF KING
 DN0096'STREET, AND 34.6 M (113.5 FT) SOUTH OF THE CENTER OF CADDO STREET.
 DN0096'THE MARK IS 0.6 M ABOVE THE GROUND.
 DN0096
 DN0096                          STATION RECOVERY (1994)
 DN0096
 DN0096'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0827 ***********************************************************************
 BL0827  DESIGNATION -  U 1164
 BL0827  PID         -  BL0827
 BL0827  STATE/COUNTY-  TX/WALKER
 BL0827  USGS QUAD   -  PHELPS (1976)
 BL0827
 BL0827                         *CURRENT SURVEY CONTROL
 BL0827  ___________________________________________________________________
 BL0827* NAD 83(1986)-  30 37 43.     (N)    095 28 46.     (W)     SCALED    
 BL0827* NAVD 88     -       116.880  (meters)     383.46   (feet)  ADJUSTED  
 BL0827  ___________________________________________________________________
 BL0827  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL0827  DYNAMIC HT  -         116.727 (meters)     382.96  (feet)  COMP
 BL0827  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 BL0827
 BL0827  VERT ORDER  -  FIRST     CLASS I
 BL0827
 BL0827.The horizontal coordinates were scaled from a topographic map and have
 BL0827.an estimated accuracy of +/- 6 seconds.
 BL0827
 BL0827.The orthometric height was determined by differential leveling
 BL0827.and adjusted by the National Geodetic Survey in June 1991..
 BL0827
 BL0827.The geoid height was determined by GEOID03.
 BL0827
 BL0827.The dynamic height is computed by dividing the NAVD 88
 BL0827.geopotential number by the normal gravity value computed on the
 BL0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0827.degrees latitude (g = 980.6199 gals.).
 BL0827
 BL0827.The modeled gravity was interpolated from observed gravity values.
 BL0827
 BL0827;                    North         East    Units  Estimated Accuracy
 BL0827;SPC TX C     - 3,116,790.    1,165,160.      MT  (+/- 180 meters Scaled)
 BL0827
 BL0827                          SUPERSEDED SURVEY CONTROL
 BL0827
 BL0827  NGVD 29 (12/23/87)  116.887  (m)          383.49   (f) ADJUSTED    1 1
 BL0827
 BL0827.Superseded values are not recommended for survey control.
 BL0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0827.See file dsdata.txt to determine how the superseded data were derived.
 BL0827
 BL0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP623910(NAD 83)
 BL0827_MARKER: DB = BENCH MARK DISK
 BL0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0827_SP_SET: CONCRETE POST
 BL0827_STAMPING: U 1164 1959
 BL0827_MARK LOGO: CGS   
 BL0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0827+STABILITY: SURFACE MOTION
 BL0827
 BL0827  HISTORY     - Date     Condition        Report By
 BL0827  HISTORY     - 1959     MONUMENTED       CGS
 BL0827  HISTORY     - 1973     GOOD             NGS
 BL0827  HISTORY     - 1978     GOOD             NGS
 BL0827  HISTORY     - 1987     GOOD             NGS
 BL0827
 BL0827                          STATION DESCRIPTION
 BL0827
 BL0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0827'6.3 MI N FROM NEW WAVERLY.
 BL0827'ABOUT 6.3 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0827'CROSSING OF FARM ROAD 150, 210.6 FEET WEST OF AND ACROSS FROM FARM
 BL0827'ROAD 2296, FROM THE WEST RAIL, 135.1 FEET NORTHWEST OF AND ACROSS FROM
 BL0827'THE ROAD FROM POWER POLE 4439, 57.6 FEET WEST OF THE CENTER LINE OF
 BL0827'THE ROAD, 1.8 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A METAL WITNESS
 BL0827'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BL0827'PROJECTING 0.3 FOOT.
 BL0827
 BL0827                          STATION RECOVERY (1978)
 BL0827
 BL0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0827'ADD=1.0 MILE SOUTHWEST OF H 1247. 78 FEET NORTH OF THE WEST END
 BL0827'OF A 24 INCH CONCRETE PIPE CULVERT.
 BL0827
 BL0827                          STATION RECOVERY (1987)
 BL0827
 BL0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1228 ***********************************************************************
 BY1228  DESIGNATION -  U 1165
 BY1228  PID         -  BY1228
 BY1228  STATE/COUNTY-  TX/HOUSTON
 BY1228  USGS QUAD   -  PERCILLA (1982)
 BY1228
 BY1228                         *CURRENT SURVEY CONTROL
 BY1228  ___________________________________________________________________
 BY1228* NAD 83(1986)-  31 33 49.     (N)    095 29 37.     (W)     SCALED    
 BY1228* NAVD 88     -       159.607  (meters)     523.64   (feet)  ADJUSTED  
 BY1228  ___________________________________________________________________
 BY1228  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY1228  DYNAMIC HT  -         159.409 (meters)     522.99  (feet)  COMP
 BY1228  MODELED GRAV-     979,394.5   (mgal)                       NAVD 88
 BY1228
 BY1228  VERT ORDER  -  FIRST     CLASS II
 BY1228
 BY1228.The horizontal coordinates were scaled from a topographic map and have
 BY1228.an estimated accuracy of +/- 6 seconds.
 BY1228
 BY1228.The orthometric height was determined by differential leveling
 BY1228.and adjusted by the National Geodetic Survey in June 1991..
 BY1228
 BY1228.The geoid height was determined by GEOID03.
 BY1228
 BY1228.The dynamic height is computed by dividing the NAVD 88
 BY1228.geopotential number by the normal gravity value computed on the
 BY1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1228.degrees latitude (g = 980.6199 gals.).
 BY1228
 BY1228.The modeled gravity was interpolated from observed gravity values.
 BY1228
 BY1228;                    North         East    Units  Estimated Accuracy
 BY1228;SPC TX C     - 3,220,280.    1,159,300.      MT  (+/- 180 meters Scaled)
 BY1228
 BY1228                          SUPERSEDED SURVEY CONTROL
 BY1228
 BY1228  NGVD 29 (??/??/92)  159.604  (m)          523.63   (f) ADJ UNCH    1 2
 BY1228
 BY1228.Superseded values are not recommended for survey control.
 BY1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1228.See file dsdata.txt to determine how the superseded data were derived.
 BY1228
 BY1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ633947(NAD 83)
 BY1228_MARKER: DB = BENCH MARK DISK
 BY1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1228_STAMPING: U 1165 1960
 BY1228_PROJECTION: PROJECTING 3 CENTIMETERS
 BY1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1228+STABILITY: SURFACE MOTION
 BY1228
 BY1228  HISTORY     - Date     Condition        Report By
 BY1228  HISTORY     - 1960     MONUMENTED       CGS
 BY1228  HISTORY     - 1980     GOOD             NGS
 BY1228
 BY1228                          STATION DESCRIPTION
 BY1228
 BY1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1228'5.35 MI NW FROM GRAPELAND.
 BY1228'ABOUT 5.35 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY1228'THE STATION AT GRAPELAND, ABOUT 6.85 MILES SOUTHEAST FROM THE STATION
 BY1228'AT ELKHART, 19 FEET SOUTH OF THE FOURTH TELEPHONE POLE SOUTH OF
 BY1228'MILEPOST 19, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 134 FEET
 BY1228'SOUTH-SOUTHEAST OF THE CENTER OF A ROAD CROSSING, (THE ROAD IS ON THE
 BY1228'ANDERSON-HOUSTON COUNTY LINE), 13 FEET NORTHWEST OF A FENCE CORNER,
 BY1228'118 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, 38 FEET
 BY1228'EAST-SOUTHEAST OF AN 18-INCH FORKED OAK TREE, ABOUT 1 FOOT ABOVE THE
 BY1228'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BY1228'INCHES.
 BY1228
 BY1228                          STATION RECOVERY (1980)
 BY1228
 BY1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1228'11.6 KM. (7.2 MI.) SOUTHEAST ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY
 BY1228'287 FROM THE JUNCTION OF STATE HIGHWAY 294 IN ELKHART, ALSO 9.2 KM.
 BY1228'(5.7 MI.) NORTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287 FROM THE
 BY1228'JUNCTION OF FARM ROAD 2423 IN GRAPELAND, AT THE JUNCTION OF A DIRT
 BY1228'ROAD LEADING WEST ACROSS THE MISSOURI PACIFIC RAILROAD, AT THE
 BY1228'ANDERSON-HOUSTON COUNTY LINE, AT THE FOURTH POWERLINE POLE SOUTH OF
 BY1228'MILEPOST 19, 48.8 M. (160 FT.) SOUTHWEST OF THE CENTERLINE OF THE
 BY1228'HIGHWAY, 13.1 M. (43.0 FT.) SOUTHWEST OF THE SOUTHWEST RAIL, 40.8 M.
 BY1228'(134 FT.) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 4.0 M.
 BY1228'(13.0 FT.) NORTHWEST OF A CORNER FENCE POST, 9.1 M. (30.0 FT.)
 BY1228'NORTH-NORTHEAST OF THE CENTER OF A METAL GATE, 36.0 M. (118 FT.) EAST
 BY1228'OF THE SOUTHEAST CORNER OF A HOUSE, 11.6 M. (38.0 FT.) EAST-SOUTHEAST
 BY1228'OF A DEAD 60-CM. OAK TREE.
 BY1228'THE MARK IS 0.6 METERS  SSW FROM A WITNESS POST.
 BY1228'THE MARK IS 0.3 M ABOVE THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0769 ***********************************************************************
 BL0769  DESIGNATION -  U 1166
 BL0769  PID         -  BL0769
 BL0769  STATE/COUNTY-  TX/TRINITY
 BL0769  USGS QUAD   -  TRINITY EAST (1972)
 BL0769
 BL0769                         *CURRENT SURVEY CONTROL
 BL0769  ___________________________________________________________________
 BL0769* NAD 83(1986)-  30 56 38.     (N)    095 21 55.     (W)     SCALED    
 BL0769* NAVD 88     -        57.10   (+/-2cm)     187.3    (feet)  VERTCON   
 BL0769  ___________________________________________________________________
 BL0769  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0769
 BL0769  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0769
 BL0769.The horizontal coordinates were scaled from a topographic map and have
 BL0769.an estimated accuracy of +/- 6 seconds.
 BL0769
 BL0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0769.The vertical order pertains to the NGVD 29 superseded value.
 BL0769
 BL0769.The geoid height was determined by GEOID03.
 BL0769
 BL0769;                    North         East    Units  Estimated Accuracy
 BL0769;SPC TX C     - 3,152,190.    1,174,530.      MT  (+/- 180 meters Scaled)
 BL0769
 BL0769                          SUPERSEDED SURVEY CONTROL
 BL0769
 BL0769  NGVD 29 (??/??/92)   57.10   (m)          187.3    (f) COMPUTED    1 2
 BL0769
 BL0769.Superseded values are not recommended for survey control.
 BL0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0769.See file dsdata.txt to determine how the superseded data were derived.
 BL0769
 BL0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ740257(NAD 83)
 BL0769_MARKER: DB = BENCH MARK DISK
 BL0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0769_SP_SET: CULVERT
 BL0769_STAMPING: U 1166 1960
 BL0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0769
 BL0769  HISTORY     - Date     Condition        Report By
 BL0769  HISTORY     - 1960     MONUMENTED       CGS
 BL0769  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0769
 BL0769                          STATION DESCRIPTION
 BL0769
 BL0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BL0769'0.8 MI E FROM TRINITY.
 BL0769'ABOUT 0.8 MILE EAST ALONG FARM ROAD 356 FROM THE MISSOURI PACIFIC
 BL0769'RAILROAD STATION AT TRINITY, 10 FEET NORTH OF THE CENTER LINE OF THE
 BL0769'ROAD, IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL OF A
 BL0769'CULVERT, 186 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 BL0769'SOUTH, 97 FEET EAST OF THE CENTER LINE OF A DOUBLE ROW OF POWER LINE
 BL0769'POLES CROSSING THE ROAD, AND ABOUT 5 INCHES ABOVE THE LEVEL OF THE
 BL0769'ROAD.
 BL0769
 BL0769                          STATION RECOVERY (1996)
 BL0769
 BL0769'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0770 ***********************************************************************
 BL0770  DESIGNATION -  U 1166 RESET 1960
 BL0770  PID         -  BL0770
 BL0770  STATE/COUNTY-  TX/TRINITY
 BL0770  USGS QUAD   -  TRINITY EAST (1972)
 BL0770
 BL0770                         *CURRENT SURVEY CONTROL
 BL0770  ___________________________________________________________________
 BL0770* NAD 83(1986)-  30 56 39.     (N)    095 21 46.     (W)     SCALED    
 BL0770* NAVD 88     -        56.745  (meters)     186.17   (feet)  ADJUSTED  
 BL0770  ___________________________________________________________________
 BL0770  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0770  DYNAMIC HT  -          56.672 (meters)     185.93  (feet)  COMP
 BL0770  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 BL0770
 BL0770  VERT ORDER  -  FIRST     CLASS II
 BL0770
 BL0770.The horizontal coordinates were scaled from a topographic map and have
 BL0770.an estimated accuracy of +/- 6 seconds.
 BL0770
 BL0770.The orthometric height was determined by differential leveling
 BL0770.and adjusted by the National Geodetic Survey in June 1991..
 BL0770
 BL0770.The geoid height was determined by GEOID03.
 BL0770
 BL0770.The dynamic height is computed by dividing the NAVD 88
 BL0770.geopotential number by the normal gravity value computed on the
 BL0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0770.degrees latitude (g = 980.6199 gals.).
 BL0770
 BL0770.The modeled gravity was interpolated from observed gravity values.
 BL0770
 BL0770;                    North         East    Units  Estimated Accuracy
 BL0770;SPC TX C     - 3,152,230.    1,174,770.      MT  (+/- 180 meters Scaled)
 BL0770
 BL0770                          SUPERSEDED SURVEY CONTROL
 BL0770
 BL0770  NGVD 29 (??/??/??)   56.76   (m)          186.2    (f) RESET       3  
 BL0770
 BL0770.Superseded values are not recommended for survey control.
 BL0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0770.See file dsdata.txt to determine how the superseded data were derived.
 BL0770
 BL0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ742258(NAD 83)
 BL0770_MARKER: DD = SURVEY DISK
 BL0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0770_SP_SET: CULVERT
 BL0770_STAMPING: U 1166 RESET 1960
 BL0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0770
 BL0770  HISTORY     - Date     Condition        Report By
 BL0770  HISTORY     - 1960     MONUMENTED       TXHD
 BL0770  HISTORY     - 1961     GOOD             TXHD
 BL0770  HISTORY     - 1980     GOOD             NGS
 BL0770  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0770
 BL0770                          STATION DESCRIPTION
 BL0770
 BL0770'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 BL0770'0.8 MI E FROM TRINITY.
 BL0770'LOCATED 0.8 MILE EAST ALONG FARM ROAD 356 FROM THE MISSOURI PACIFIC
 BL0770'RAILROAD STATION AT TRINITY, 17 FEET NORTH OF THE CENTERLINE OF THE
 BL0770'ROAD, IN THE CENTER OF THE NORTHEAST END OF THE NORTH CONCRETE
 BL0770'HEADWALL OF A CULVERT, 186 FEET EAST OF THE CENTERLINE OF A PRIVATE
 BL0770'ROAD LEADING SOUTH, 97 FEET EAST OF THE CENTERLINE OF A DOUBLE ROW OF
 BL0770'POWER LINE POLES CROSSING THE ROAD, AND ABOUT 8 INCHES BELOW THE LEVEL
 BL0770'OF THE ROAD.
 BL0770
 BL0770                          STATION RECOVERY (1980)
 BL0770
 BL0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0770'OMIT-IN THE CENTER OF THE NORTHEAST END OF THE NORTH HEADWALL OF A
 BL0770'CULVERT, ADD-SET IN TOP OF THE EAST END OF THE NORTH HEADWALL OF A
 BL0770'2-M. BOX CULVERT,
 BL0770
 BL0770                          STATION RECOVERY (1996)
 BL0770
 BL0770'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0219 ***********************************************************************
 DO0219  DESIGNATION -  U 1167
 DO0219  PID         -  DO0219
 DO0219  STATE/COUNTY-  TX/CLAY
 DO0219  USGS QUAD   -  POSTOAK (1979)
 DO0219
 DO0219                         *CURRENT SURVEY CONTROL
 DO0219  ___________________________________________________________________
 DO0219* NAD 83(1986)-  33 29 17.     (N)    098 11 46.     (W)     SCALED    
 DO0219* NAVD 88     -       316.899  (meters)    1039.69   (feet)  ADJUSTED  
 DO0219  ___________________________________________________________________
 DO0219  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DO0219  DYNAMIC HT  -         316.543 (meters)    1038.52  (feet)  COMP
 DO0219  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 DO0219
 DO0219  VERT ORDER  -  SECOND    CLASS 0
 DO0219
 DO0219.The horizontal coordinates were scaled from a topographic map and have
 DO0219.an estimated accuracy of +/- 6 seconds.
 DO0219
 DO0219.The orthometric height was determined by differential leveling
 DO0219.and adjusted by the National Geodetic Survey in June 1991..
 DO0219
 DO0219.The geoid height was determined by GEOID03.
 DO0219
 DO0219.The dynamic height is computed by dividing the NAVD 88
 DO0219.geopotential number by the normal gravity value computed on the
 DO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0219.degrees latitude (g = 980.6199 gals.).
 DO0219
 DO0219.The modeled gravity was interpolated from observed gravity values.
 DO0219
 DO0219;                    North         East    Units  Estimated Accuracy
 DO0219;SPC TXNC     - 2,202,020.      628,240.      MT  (+/- 180 meters Scaled)
 DO0219
 DO0219                          SUPERSEDED SURVEY CONTROL
 DO0219
 DO0219  NGVD 29 (??/??/92)  316.977  (m)         1039.95   (f) ADJ UNCH    2 0
 DO0219
 DO0219.Superseded values are not recommended for survey control.
 DO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0219.See file dsdata.txt to determine how the superseded data were derived.
 DO0219
 DO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC746056(NAD 83)
 DO0219_MARKER: DB = BENCH MARK DISK
 DO0219_SETTING: 66 = SET IN ROCK OUTCROP
 DO0219_SP_SET: OUTCROP
 DO0219_STAMPING: U 1167 1961
 DO0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0219+STABILITY: POSITION/ELEVATION WELL
 DO0219
 DO0219  HISTORY     - Date     Condition        Report By
 DO0219  HISTORY     - 1961     MONUMENTED       CGS
 DO0219  HISTORY     - 20050416 GOOD             USPSQD
 DO0219
 DO0219                          STATION DESCRIPTION
 DO0219
 DO0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0219'8.5 MI SW FROM BUFFALO SPRINGS.
 DO0219'ABOUT 3.5 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0219'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, THENCE 5.0
 DO0219'MILES SOUTH ALONG STATE HIGHWAY 148, 0.35 MILE NORTH OF THE JUNCTION
 DO0219'OF FARM ROAD 175 LEADING WEST AND A DIRT ROAD LEADING EAST, 59 FEET
 DO0219'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 DO0219'NORTHEAST PART OF A SANDSTONE OUTCROP, 136 FEET NORTH OF THE EAST END
 DO0219'OF A CONCRETE CULVERT, 17 FEET WEST OF A FENCE, ABOUT 2 FEET BELOW THE
 DO0219'LEVEL OF THE HIGHWAY, AND ABOUT FLUSH WITH THE GROUND.
 DO0219
 DO0219                          STATION RECOVERY (2005)
 DO0219
 DO0219'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0153 ***********************************************************************
 DO0153  DESIGNATION -  U 1168 RESET 1972
 DO0153  PID         -  DO0153
 DO0153  STATE/COUNTY-  TX/JACK
 DO0153  USGS QUAD   -  JACKSBORO (1982)
 DO0153
 DO0153                         *CURRENT SURVEY CONTROL
 DO0153  ___________________________________________________________________
 DO0153* NAD 83(1986)-  33 14 52.     (N)    098 14 13.     (W)     SCALED    
 DO0153* NAVD 88     -       319.93   (+/-2cm)    1049.6    (feet)  VERTCON   
 DO0153  ___________________________________________________________________
 DO0153  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DO0153
 DO0153  VERT ORDER  -  THIRD (See Below)
 DO0153
 DO0153.The horizontal coordinates were scaled from a topographic map and have
 DO0153.an estimated accuracy of +/- 6 seconds.
 DO0153
 DO0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0153.The vertical order pertains to the NGVD 29 superseded value.
 DO0153
 DO0153.The geoid height was determined by GEOID03.
 DO0153
 DO0153;                    North         East    Units  Estimated Accuracy
 DO0153;SPC TXNC     - 2,175,360.      624,510.      MT  (+/- 180 meters Scaled)
 DO0153
 DO0153                          SUPERSEDED SURVEY CONTROL
 DO0153
 DO0153  NGVD 29 (01/29/03)  319.86   (m)         1049.4    (f) RESET       3  
 DO0153
 DO0153.Superseded values are not recommended for survey control.
 DO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0153.See file dsdata.txt to determine how the superseded data were derived.
 DO0153
 DO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB710790(NAD 83)
 DO0153_MARKER: DB = BENCH MARK DISK
 DO0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0153_STAMPING: U 1168 RESET 1972
 DO0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0153+STABILITY: SURFACE MOTION
 DO0153
 DO0153  HISTORY     - Date     Condition        Report By
 DO0153  HISTORY     - 1972     MONUMENTED       TXHD
 DO0153
 DO0153                          STATION DESCRIPTION
 DO0153
 DO0153'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 DO0153'5.35 MI NW FROM JACKSBORO.
 DO0153'ABOUT 5.35 MILES NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0153'199 FROM THE COURT HOUSE AT JACKSBORO, AT THE NORTHEAST CORNER OF THE
 DO0153'JOHN PURSLEY AIRPORT WHICH WAS FORMERLY KNOWN AS GRACE AIR FIELD, 59
 DO0153'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 DO0153'28 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 4 FEET
 DO0153'WEST OF THE NORTH-SOUTH FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND
 DO0153'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0123 ***********************************************************************
 DO0123  DESIGNATION -  U 1169
 DO0123  PID         -  DO0123
 DO0123  STATE/COUNTY-  TX/JACK
 DO0123  USGS QUAD   -  DARNELL BRANCH (1964)
 DO0123
 DO0123                         *CURRENT SURVEY CONTROL
 DO0123  ___________________________________________________________________
 DO0123* NAD 83(1986)-  33 26 50.     (N)    098 23 16.     (W)     SCALED    
 DO0123* NAVD 88     -       319.164  (meters)    1047.12   (feet)  ADJUSTED  
 DO0123  ___________________________________________________________________
 DO0123  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DO0123  DYNAMIC HT  -         318.801 (meters)    1045.93  (feet)  COMP
 DO0123  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 DO0123
 DO0123  VERT ORDER  -  SECOND    CLASS 0
 DO0123
 DO0123.The horizontal coordinates were scaled from a topographic map and have
 DO0123.an estimated accuracy of +/- 6 seconds.
 DO0123
 DO0123.The orthometric height was determined by differential leveling
 DO0123.and adjusted by the National Geodetic Survey in June 1991..
 DO0123
 DO0123.The geoid height was determined by GEOID03.
 DO0123
 DO0123.The dynamic height is computed by dividing the NAVD 88
 DO0123.geopotential number by the normal gravity value computed on the
 DO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0123.degrees latitude (g = 980.6199 gals.).
 DO0123
 DO0123.The modeled gravity was interpolated from observed gravity values.
 DO0123
 DO0123;                    North         East    Units  Estimated Accuracy
 DO0123;SPC TXNC     - 2,197,450.      610,430.      MT  (+/- 180 meters Scaled)
 DO0123
 DO0123                          SUPERSEDED SURVEY CONTROL
 DO0123
 DO0123  NGVD 29 (??/??/92)  319.097  (m)         1046.90   (f) ADJ UNCH    2 0
 DO0123
 DO0123.Superseded values are not recommended for survey control.
 DO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0123.See file dsdata.txt to determine how the superseded data were derived.
 DO0123
 DO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC569010(NAD 83)
 DO0123_MARKER: DB = BENCH MARK DISK
 DO0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0123_STAMPING: U 1169 1961
 DO0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0123+STABILITY: SURFACE MOTION
 DO0123
 DO0123  HISTORY     - Date     Condition        Report By
 DO0123  HISTORY     - 1961     MONUMENTED       CGS
 DO0123  HISTORY     - 20010325 GOOD             USPSQD
 DO0123
 DO0123                          STATION DESCRIPTION
 DO0123
 DO0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0123'1.3 MI NW FROM ANTELOPE.
 DO0123'ABOUT 1.3 MILES NORTHWEST ALONG BUSINESS LOOP 187 FROM THE POST OFFICE
 DO0123'AT ANTELOPE, 0.5 MILE EAST OF THE JUNCTION OF THE BUSINESS LOOP AND
 DO0123'U.S. HIGHWAY 281, 34 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28
 DO0123'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 22 FEET
 DO0123'SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT, 3 1/2 FEET WEST OF A
 DO0123'FENCE CORNER, 1 FOOT NORTH OF AN EAST-WEST FENCE, 1.2 FEET SOUTH OF A
 DO0123'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DO0123'CONCRETE POST PROJECTING 4 INCHES.
 DO0123
 DO0123                          STATION RECOVERY (2001)
 DO0123
 DO0123'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0052 ***********************************************************************
 CA0052  DESIGNATION -  U 117
 CA0052  PID         -  CA0052
 CA0052  STATE/COUNTY-  TX/HAMILTON
 CA0052  USGS QUAD   -  POTTSVILLE (1956)
 CA0052
 CA0052                         *CURRENT SURVEY CONTROL
 CA0052  ___________________________________________________________________
 CA0052* NAD 83(1986)-  31 40 30.     (N)    098 21 43.     (W)     SCALED    
 CA0052* NAVD 88     -       431.378  (meters)    1415.28   (feet)  ADJUSTED  
 CA0052  ___________________________________________________________________
 CA0052  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CA0052  DYNAMIC HT  -         430.815 (meters)    1413.43  (feet)  COMP
 CA0052  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 CA0052
 CA0052  VERT ORDER  -  SECOND    CLASS 0
 CA0052
 CA0052.The horizontal coordinates were scaled from a topographic map and have
 CA0052.an estimated accuracy of +/- 6 seconds.
 CA0052
 CA0052.The orthometric height was determined by differential leveling
 CA0052.and adjusted by the National Geodetic Survey in June 1991..
 CA0052
 CA0052.The geoid height was determined by GEOID03.
 CA0052
 CA0052.The dynamic height is computed by dividing the NAVD 88
 CA0052.geopotential number by the normal gravity value computed on the
 CA0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0052.degrees latitude (g = 980.6199 gals.).
 CA0052
 CA0052.The modeled gravity was interpolated from observed gravity values.
 CA0052
 CA0052;                    North         East    Units  Estimated Accuracy
 CA0052;SPC TX C     - 3,224,300.      886,920.      MT  (+/- 180 meters Scaled)
 CA0052
 CA0052                          SUPERSEDED SURVEY CONTROL
 CA0052
 CA0052  NGVD 29 (??/??/92)  431.288  (m)         1414.98   (f) ADJ UNCH    2 0
 CA0052
 CA0052.Superseded values are not recommended for survey control.
 CA0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0052.See file dsdata.txt to determine how the superseded data were derived.
 CA0052
 CA0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA604045(NAD 83)
 CA0052_MARKER: DB = BENCH MARK DISK
 CA0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0052_STAMPING: 1415.119 U 117 1933
 CA0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0052+STABILITY: SURFACE MOTION
 CA0052
 CA0052  HISTORY     - Date     Condition        Report By
 CA0052  HISTORY     - 1933     MONUMENTED       CGS
 CA0052  HISTORY     - 1941     GOOD             NGS
 CA0052
 CA0052                          STATION DESCRIPTION
 CA0052
 CA0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0052'2.8 MI W FROM POTTSVILLE.
 CA0052'2.8 MILES WEST ALONG THE INDIAN GAP ROAD FROM POTTSVILLE, HAMILTON
 CA0052'COUNTY, 1.2 MILES WEST OF COWHOUSE CREEK, 500 FEET EAST OF THE
 CA0052'NORTHEAST CORNER OF THE LUTHERAN CHURCH PROPERTY, AND 60 FEET SOUTH OF
 CA0052'THE CENTERLINE OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST.
 CA0052
 CA0052                          STATION RECOVERY (1941)
 CA0052
 CA0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 CA0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0069 ***********************************************************************
 CT0069  DESIGNATION -  U 1170
 CT0069  PID         -  CT0069
 CT0069  STATE/COUNTY-  TX/PALO PINTO
 CT0069  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0069
 CT0069                         *CURRENT SURVEY CONTROL
 CT0069  ___________________________________________________________________
 CT0069* NAD 83(1986)-  32 48 31.     (N)    098 05 59.     (W)     SCALED    
 CT0069* NAVD 88     -       271.774  (meters)     891.65   (feet)  ADJUSTED  
 CT0069  ___________________________________________________________________
 CT0069  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CT0069  DYNAMIC HT  -         271.442 (meters)     890.56  (feet)  COMP
 CT0069  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 CT0069
 CT0069  VERT ORDER  -  SECOND    CLASS 0
 CT0069
 CT0069.The horizontal coordinates were scaled from a topographic map and have
 CT0069.an estimated accuracy of +/- 6 seconds.
 CT0069
 CT0069.The orthometric height was determined by differential leveling
 CT0069.and adjusted by the National Geodetic Survey in June 1991..
 CT0069
 CT0069.The geoid height was determined by GEOID03.
 CT0069
 CT0069.The dynamic height is computed by dividing the NAVD 88
 CT0069.geopotential number by the normal gravity value computed on the
 CT0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0069.degrees latitude (g = 980.6199 gals.).
 CT0069
 CT0069.The modeled gravity was interpolated from observed gravity values.
 CT0069
 CT0069;                    North         East    Units  Estimated Accuracy
 CT0069;SPC TXNC     - 2,126,700.      637,480.      MT  (+/- 180 meters Scaled)
 CT0069
 CT0069                          SUPERSEDED SURVEY CONTROL
 CT0069
 CT0069  NGVD 29 (??/??/92)  271.672  (m)          891.31   (f) ADJ UNCH    2 0
 CT0069
 CT0069.Superseded values are not recommended for survey control.
 CT0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0069.See file dsdata.txt to determine how the superseded data were derived.
 CT0069
 CT0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB842304(NAD 83)
 CT0069_MARKER: DB = BENCH MARK DISK
 CT0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0069_SP_SET: CULVERT
 CT0069_STAMPING: U 1170 1961
 CT0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0069
 CT0069  HISTORY     - Date     Condition        Report By
 CT0069  HISTORY     - 1961     MONUMENTED       CGS
 CT0069  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0069  HISTORY     - 20040327 GOOD             USPSQD
 CT0069
 CT0069                          STATION DESCRIPTION
 CT0069
 CT0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0069'0.7 MI E FROM MINERAL WELLS.
 CT0069'ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0069'MINERAL WELLS, AT THE CROSSING OF THE HIGHWAY AND A RAILROAD TRACK
 CT0069'SPUR, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 CT0069'OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A CONCRETE CULVERT,
 CT0069'43 FEET EAST OF AND ACROSS THE WEATHERFORD, MINERAL WELLS, AND
 CT0069'NORTHWESTERN RAILROAD FROM THE SOUTHEAST CORNER OF A CEMETERY, 19 FEET
 CT0069'EAST OF THE EAST RAIL OF THE SPUR TRACK, 12 FEET EAST OF THE CENTER
 CT0069'LINE OF NORTHEAST 14TH AVENUE, AND ABOUT LEVEL WITH THE HIGHWAY.
 CT0069
 CT0069                          STATION RECOVERY (1998)
 CT0069
 CT0069'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0069'MARK NOT FOUND.
 CT0069
 CT0069                          STATION RECOVERY (2004)
 CT0069
 CT0069'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0373 ***********************************************************************
 CU0373  DESIGNATION -  U 1171
 CU0373  PID         -  CU0373
 CU0373  STATE/COUNTY-  TX/MITCHELL
 CU0373  USGS QUAD   -  SILVER (1987)
 CU0373
 CU0373                         *CURRENT SURVEY CONTROL
 CU0373  ___________________________________________________________________
 CU0373* NAD 83(1986)-  32 07 02.     (N)    100 43 27.     (W)     SCALED    
 CU0373* NAVD 88     -       637.711  (meters)    2092.22   (feet)  ADJUSTED  
 CU0373  ___________________________________________________________________
 CU0373  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CU0373  DYNAMIC HT  -         636.863 (meters)    2089.44  (feet)  COMP
 CU0373  MODELED GRAV-     979,289.6   (mgal)                       NAVD 88
 CU0373
 CU0373  VERT ORDER  -  SECOND    CLASS 0
 CU0373
 CU0373.The horizontal coordinates were scaled from a topographic map and have
 CU0373.an estimated accuracy of +/- 6 seconds.
 CU0373
 CU0373.The orthometric height was determined by differential leveling
 CU0373.and adjusted by the National Geodetic Survey in June 1991..
 CU0373
 CU0373.The geoid height was determined by GEOID03.
 CU0373
 CU0373.The dynamic height is computed by dividing the NAVD 88
 CU0373.geopotential number by the normal gravity value computed on the
 CU0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0373.degrees latitude (g = 980.6199 gals.).
 CU0373
 CU0373.The modeled gravity was interpolated from observed gravity values.
 CU0373
 CU0373;                    North         East    Units  Estimated Accuracy
 CU0373;SPC TXNC     - 2,052,190.      390,110.      MT  (+/- 180 meters Scaled)
 CU0373
 CU0373                          SUPERSEDED SURVEY CONTROL
 CU0373
 CU0373  NGVD 29 (??/??/92)  637.514  (m)         2091.58   (f) ADJ UNCH    2 0
 CU0373
 CU0373.Superseded values are not recommended for survey control.
 CU0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0373.See file dsdata.txt to determine how the superseded data were derived.
 CU0373
 CU0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA373547(NAD 83)
 CU0373_MARKER: DB = BENCH MARK DISK
 CU0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0373_STAMPING: U 1171 1961
 CU0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0373+STABILITY: SURFACE MOTION
 CU0373
 CU0373  HISTORY     - Date     Condition        Report By
 CU0373  HISTORY     - 1961     MONUMENTED       CGS
 CU0373
 CU0373                          STATION DESCRIPTION
 CU0373
 CU0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0373'4.05 MI NW FROM SILVER.
 CU0373'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0373'AT SILVER, THENCE 3.45 MILES NORTHWEST ALONG STATE HIGHWAY 208, ABOUT
 CU0373'0.3 MILE NORTHEAST OF A FARMHOUSE, 0.2 MILE NORTHWEST OF AN
 CU0373'INTERSECTION OF THE HIGHWAY AND A DIRT ROAD, 49 1/2 FEET SOUTHWEST OF
 CU0373'THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTHEAST OF A FENCE, 2.0
 CU0373'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CU0373'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0008 ***********************************************************************
 CB0008  DESIGNATION -  U 1172
 CB0008  PID         -  CB0008
 CB0008  STATE/COUNTY-  TX/COKE
 CB0008  USGS QUAD   -  BRONTE (1987)
 CB0008
 CB0008                         *CURRENT SURVEY CONTROL
 CB0008  ___________________________________________________________________
 CB0008* NAD 83(1986)-  31 54 14.     (N)    100 17 38.     (W)     SCALED    
 CB0008* NAVD 88     -       553.638  (meters)    1816.39   (feet)  ADJUSTED  
 CB0008  ___________________________________________________________________
 CB0008  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CB0008  DYNAMIC HT  -         552.913 (meters)    1814.02  (feet)  COMP
 CB0008  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 CB0008
 CB0008  VERT ORDER  -  SECOND    CLASS 0
 CB0008
 CB0008.The horizontal coordinates were scaled from a topographic map and have
 CB0008.an estimated accuracy of +/- 6 seconds.
 CB0008
 CB0008.The orthometric height was determined by differential leveling
 CB0008.and adjusted by the National Geodetic Survey in June 1991..
 CB0008
 CB0008.The geoid height was determined by GEOID03.
 CB0008
 CB0008.The dynamic height is computed by dividing the NAVD 88
 CB0008.geopotential number by the normal gravity value computed on the
 CB0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0008.degrees latitude (g = 980.6199 gals.).
 CB0008
 CB0008.The modeled gravity was interpolated from observed gravity values.
 CB0008
 CB0008;                    North         East    Units  Estimated Accuracy
 CB0008;SPC TX C     - 3,248,020.      703,730.      MT  (+/- 180 meters Scaled)
 CB0008
 CB0008                          SUPERSEDED SURVEY CONTROL
 CB0008
 CB0008  NGVD 29 (??/??/92)  553.454  (m)         1815.79   (f) ADJ UNCH    2 0
 CB0008
 CB0008.Superseded values are not recommended for survey control.
 CB0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0008.See file dsdata.txt to determine how the superseded data were derived.
 CB0008
 CB0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA776305(NAD 83)
 CB0008_MARKER: DB = BENCH MARK DISK
 CB0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0008_STAMPING: U 1172 1961
 CB0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0008+STABILITY: SURFACE MOTION
 CB0008
 CB0008  HISTORY     - Date     Condition        Report By
 CB0008  HISTORY     - 1961     MONUMENTED       CGS
 CB0008
 CB0008                          STATION DESCRIPTION
 CB0008
 CB0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0008'1.15 MI N FROM BRONTE.
 CB0008'ABOUT 1.15 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM
 CB0008'THE STATION AT BRONTE, 4 1/2 POLES SOUTH OF MILEPOST 684, 39 FEET WEST
 CB0008'OF THE WEST RAIL, 52 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CB0008'WOODEN TRESTLE, 35 FEET EAST OF THE CENTER LINE OF A ROAD PARALLELING
 CB0008'THE TRACK ON THE WEST SIDE, 1.6 FEET SOUTH OF A METAL WITNESS POST,
 CB0008'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CB0008'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0127 ***********************************************************************
 CU0127  DESIGNATION -  U 1173
 CU0127  PID         -  CU0127
 CU0127  STATE/COUNTY-  TX/FISHER
 CU0127  USGS QUAD   -  ROTAN (1981)
 CU0127
 CU0127                         *CURRENT SURVEY CONTROL
 CU0127  ___________________________________________________________________
 CU0127* NAD 83(1986)-  32 50 08.     (N)    100 26 15.     (W)     SCALED    
 CU0127* NAVD 88     -       595.958  (meters)    1955.24   (feet)  ADJUSTED  
 CU0127  ___________________________________________________________________
 CU0127  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CU0127  DYNAMIC HT  -         595.180 (meters)    1952.69  (feet)  COMP
 CU0127  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 CU0127
 CU0127  VERT ORDER  -  SECOND    CLASS 0
 CU0127
 CU0127.The horizontal coordinates were scaled from a topographic map and have
 CU0127.an estimated accuracy of +/- 6 seconds.
 CU0127
 CU0127.The orthometric height was determined by differential leveling
 CU0127.and adjusted by the National Geodetic Survey in June 1991..
 CU0127
 CU0127.The geoid height was determined by GEOID03.
 CU0127
 CU0127.The dynamic height is computed by dividing the NAVD 88
 CU0127.geopotential number by the normal gravity value computed on the
 CU0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0127.degrees latitude (g = 980.6199 gals.).
 CU0127
 CU0127.The modeled gravity was interpolated from observed gravity values.
 CU0127
 CU0127;                    North         East    Units  Estimated Accuracy
 CU0127;SPC TXNC     - 2,131,290.      418,630.      MT  (+/- 180 meters Scaled)
 CU0127
 CU0127                          SUPERSEDED SURVEY CONTROL
 CU0127
 CU0127  NGVD 29 (??/??/92)  595.713  (m)         1954.44   (f) ADJ UNCH    2 0
 CU0127
 CU0127.Superseded values are not recommended for survey control.
 CU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0127.See file dsdata.txt to determine how the superseded data were derived.
 CU0127
 CU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB654339(NAD 83)
 CU0127_MARKER: DB = BENCH MARK DISK
 CU0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0127_STAMPING: U 1173 1961
 CU0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0127+STABILITY: SURFACE MOTION
 CU0127
 CU0127  HISTORY     - Date     Condition        Report By
 CU0127  HISTORY     - 1961     MONUMENTED       CGS
 CU0127
 CU0127                          STATION DESCRIPTION
 CU0127
 CU0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0127'2.15 MI SE FROM ROTAN.
 CU0127'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0127'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 2.05 MILES SOUTHEAST
 CU0127'ALONG STATE HIGHWAY 70, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CU0127'HIGHWAY, 15 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1
 CU0127'1/2 FEET NORTHEAST OF A FENCE, 2.3 FEET NORTHWEST OF A METAL WITNESS
 CU0127'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CU0127'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0140 ***********************************************************************
 DP0140  DESIGNATION -  U 1174
 DP0140  PID         -  DP0140
 DP0140  STATE/COUNTY-  TX/KENT
 DP0140  USGS QUAD   -  GANT HILLS (1969)
 DP0140
 DP0140                         *CURRENT SURVEY CONTROL
 DP0140  ___________________________________________________________________
 DP0140* NAD 83(1986)-  33 07 26.     (N)    100 38 01.     (W)     SCALED    
 DP0140* NAVD 88     -       623.897  (meters)    2046.90   (feet)  ADJUSTED  
 DP0140  ___________________________________________________________________
 DP0140  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DP0140  DYNAMIC HT  -         623.117 (meters)    2044.34  (feet)  COMP
 DP0140  MODELED GRAV-     979,367.0   (mgal)                       NAVD 88
 DP0140
 DP0140  VERT ORDER  -  SECOND    CLASS 0
 DP0140
 DP0140.The horizontal coordinates were scaled from a topographic map and have
 DP0140.an estimated accuracy of +/- 6 seconds.
 DP0140
 DP0140.The orthometric height was determined by differential leveling
 DP0140.and adjusted by the National Geodetic Survey in June 1991..
 DP0140
 DP0140.The geoid height was determined by GEOID03.
 DP0140
 DP0140.The dynamic height is computed by dividing the NAVD 88
 DP0140.geopotential number by the normal gravity value computed on the
 DP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0140.degrees latitude (g = 980.6199 gals.).
 DP0140
 DP0140.The modeled gravity was interpolated from observed gravity values.
 DP0140
 DP0140;                    North         East    Units  Estimated Accuracy
 DP0140;SPC TXNC     - 2,163,610.      400,930.      MT  (+/- 180 meters Scaled)
 DP0140
 DP0140                          SUPERSEDED SURVEY CONTROL
 DP0140
 DP0140  NGVD 29 (??/??/92)  623.649  (m)         2046.09   (f) ADJ UNCH    2 0
 DP0140
 DP0140.Superseded values are not recommended for survey control.
 DP0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0140.See file dsdata.txt to determine how the superseded data were derived.
 DP0140
 DP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB476662(NAD 83)
 DP0140_MARKER: DB = BENCH MARK DISK
 DP0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0140_STAMPING: U 1174 1961
 DP0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0140+STABILITY: SURFACE MOTION
 DP0140
 DP0140  HISTORY     - Date     Condition        Report By
 DP0140  HISTORY     - 1961     MONUMENTED       CGS
 DP0140  HISTORY     - 1969     GOOD             USGS
 DP0140
 DP0140                          STATION DESCRIPTION
 DP0140
 DP0140'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0140'8.45 MI SE FROM CLAIREMONT.
 DP0140'ABOUT 5.65 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0140'HIGHWAY AND STATE 208 CLAIREMONT, THENCE 2.9 MILES SOUTHEAST ALONG
 DP0140'STATE HIGHWAY 70 TO A DRAIN CROSSING ON HIGH FILL, 660 FEET WEST OF
 DP0140'CENTERLINE OF HIGHWAY ON NORTH SIDE OF DRAIN, 56 FEET ENE OF
 DP0140'CENTERLINE OF ABANDONED ROAD, 1.8 FEET NORTHWEST OF METEL WITNESS
 DP0140'POST, 0.1 FOOT BELOW THE SURACE OF OLD ROAD, AND SET IN THE TOP OF A
 DP0140'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0087 ***********************************************************************
 CB0087  DESIGNATION -  U 1175 RESET 1962
 CB0087  PID         -  CB0087
 CB0087  STATE/COUNTY-  TX/COKE
 CB0087  USGS QUAD   -  ROBERT LEE (1987)
 CB0087
 CB0087                         *CURRENT SURVEY CONTROL
 CB0087  ___________________________________________________________________
 CB0087* NAD 83(1986)-  31 54 29.     (N)    100 27 01.     (W)     SCALED    
 CB0087* NAVD 88     -       600.04   (+/-2cm)    1968.6    (feet)  VERTCON   
 CB0087  ___________________________________________________________________
 CB0087  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CB0087
 CB0087  VERT ORDER  -  THIRD (See Below)
 CB0087
 CB0087.The horizontal coordinates were scaled from a topographic map and have
 CB0087.an estimated accuracy of +/- 6 seconds.
 CB0087
 CB0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0087.The vertical order pertains to the NGVD 29 superseded value.
 CB0087
 CB0087.The geoid height was determined by GEOID03.
 CB0087
 CB0087;                    North         East    Units  Estimated Accuracy
 CB0087;SPC TX C     - 3,248,490.      688,940.      MT  (+/- 180 meters Scaled)
 CB0087
 CB0087                          SUPERSEDED SURVEY CONTROL
 CB0087
 CB0087  NGVD 29 (01/29/03)  599.84   (m)         1968.0    (f) RESET       3  
 CB0087
 CB0087.Superseded values are not recommended for survey control.
 CB0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0087.See file dsdata.txt to determine how the superseded data were derived.
 CB0087
 CB0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA628311(NAD 83)
 CB0087_MARKER: DB = BENCH MARK DISK
 CB0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0087_STAMPING: U 1175 RESET 1962
 CB0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0087+STABILITY: SURFACE MOTION
 CB0087
 CB0087  HISTORY     - Date     Condition        Report By
 CB0087  HISTORY     - 1962     MONUMENTED       CGS
 CB0087
 CB0087                          STATION DESCRIPTION
 CB0087
 CB0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CB0087'9.7 MI W FROM ROBERT LEE.
 CB0087'ABOUT 9.7 MILES WEST ON STATE HIGHWAY 158 FROM THE DEPOT IN BRONTE,
 CB0087'COKE COUNTY, 136 FEET EAST OF A METAL GATE, 62 FEET NORTH OF THE
 CB0087'CENTER LINE OF STATE HIGHWAY 158, 70 FEET NORTHEAST OF A CULVERT, 7
 CB0087'FEET EAST OF THE HIGHWAY STATION 510, AND 1 FOOT NORTHEAST OF THE
 CB0087'RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED U 1175 RESET 1962.  TO
 CB0087'REACH THE BENCH MARK FROM THE COURTHOUSE IN ROBERT LEE, GO NORTH ALONG
 CB0087'MAIN STREET 0.25 MILE, THENCE 2 MILES EAST ON STATE HIGHWAY 158 TO A
 CB0087'ROAD SIDE PARK, THENCE CONTINUE, EAST-NORTHEAST 0.3 MILE TO BENCH MARK
 CB0087'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0043 ***********************************************************************
 CU0043  DESIGNATION -  U 1176
 CU0043  PID         -  CU0043
 CU0043  STATE/COUNTY-  TX/FISHER
 CU0043  USGS QUAD   -  RAVEN CREEK NORTH (1984)
 CU0043
 CU0043                         *CURRENT SURVEY CONTROL
 CU0043  ___________________________________________________________________
 CU0043* NAD 83(1986)-  32 44 32.     (N)    100 14 05.     (W)     SCALED    
 CU0043* NAVD 88     -       563.381  (meters)    1848.36   (feet)  ADJUSTED  
 CU0043  ___________________________________________________________________
 CU0043  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CU0043  DYNAMIC HT  -         562.644 (meters)    1845.94  (feet)  COMP
 CU0043  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 CU0043
 CU0043  VERT ORDER  -  SECOND    CLASS 0
 CU0043
 CU0043.The horizontal coordinates were scaled from a topographic map and have
 CU0043.an estimated accuracy of +/- 6 seconds.
 CU0043
 CU0043.The orthometric height was determined by differential leveling
 CU0043.and adjusted by the National Geodetic Survey in June 1991..
 CU0043
 CU0043.The geoid height was determined by GEOID03.
 CU0043
 CU0043.The dynamic height is computed by dividing the NAVD 88
 CU0043.geopotential number by the normal gravity value computed on the
 CU0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0043.degrees latitude (g = 980.6199 gals.).
 CU0043
 CU0043.The modeled gravity was interpolated from observed gravity values.
 CU0043
 CU0043;                    North         East    Units  Estimated Accuracy
 CU0043;SPC TXNC     - 2,120,610.      437,440.      MT  (+/- 180 meters Scaled)
 CU0043
 CU0043                          SUPERSEDED SURVEY CONTROL
 CU0043
 CU0043  NGVD 29 (??/??/92)  563.156  (m)         1847.62   (f) ADJ UNCH    2 0
 CU0043
 CU0043.Superseded values are not recommended for survey control.
 CU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0043.See file dsdata.txt to determine how the superseded data were derived.
 CU0043
 CU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB843233(NAD 83)
 CU0043_MARKER: DB = BENCH MARK DISK
 CU0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0043_STAMPING: U 1176 1961
 CU0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0043+STABILITY: SURFACE MOTION
 CU0043
 CU0043  HISTORY     - Date     Condition        Report By
 CU0043  HISTORY     - 1961     MONUMENTED       CGS
 CU0043
 CU0043                          STATION DESCRIPTION
 CU0043
 CU0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0043'1.9 MI NE FROM SYLVESTER.
 CU0043'ABOUT 1.9 MILES NORTHEAST ALONG FARM ROAD 57 FROM THE INTERSECTION OF
 CU0043'THE ROAD AND FARM ROAD 1085 AT SYLVESTER, 0.25 MILE SOUTHWEST OF
 CU0043'MILEPOST 617, 0.1 MILE NORTHEAST OF A ROAD CROSSING, 70 FEET NORTHWEST
 CU0043'OF THE CENTER LINE OF THE FARM ROAD, 28 FEET SOUTHEAST OF THE
 CU0043'SOUTHEAST RAIL OF THE PANHANDLE AND SANTA FE RAILWAY, 46 FEET
 CU0043'SOUTHWEST OF A POWER POLE, 21 FEET NORTHWEST OF A ROW OF POWER POLES,
 CU0043'1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 CU0043'LEVEL OF THE TRACK AND ABOUT LEVEL WITH THE FARM ROAD, AND SET IN THE
 CU0043'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0250 ***********************************************************************
 CB0250  DESIGNATION -  U 1177
 CB0250  PID         -  CB0250
 CB0250  STATE/COUNTY-  TX/COKE
 CB0250  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0250
 CB0250                         *CURRENT SURVEY CONTROL
 CB0250  ___________________________________________________________________
 CB0250* NAD 83(1986)-  31 54 23.     (N)    100 47 25.     (W)     SCALED    
 CB0250* NAVD 88     -       783.882  (meters)    2571.79   (feet)  ADJUSTED  
 CB0250  ___________________________________________________________________
 CB0250  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 CB0250  DYNAMIC HT  -         782.817 (meters)    2568.29  (feet)  COMP
 CB0250  MODELED GRAV-     979,254.3   (mgal)                       NAVD 88
 CB0250
 CB0250  VERT ORDER  -  SECOND    CLASS 0
 CB0250
 CB0250.The horizontal coordinates were scaled from a topographic map and have
 CB0250.an estimated accuracy of +/- 6 seconds.
 CB0250
 CB0250.The orthometric height was determined by differential leveling
 CB0250.and adjusted by the National Geodetic Survey in June 1991..
 CB0250
 CB0250.The geoid height was determined by GEOID03.
 CB0250
 CB0250.The dynamic height is computed by dividing the NAVD 88
 CB0250.geopotential number by the normal gravity value computed on the
 CB0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0250.degrees latitude (g = 980.6199 gals.).
 CB0250
 CB0250.The modeled gravity was interpolated from observed gravity values.
 CB0250
 CB0250;                    North         East    Units  Estimated Accuracy
 CB0250;SPC TX C     - 3,248,390.      656,780.      MT  (+/- 180 meters Scaled)
 CB0250
 CB0250                          SUPERSEDED SURVEY CONTROL
 CB0250
 CB0250  NGVD 29 (??/??/92)  783.659  (m)         2571.05   (f) ADJ UNCH    2 0
 CB0250
 CB0250.Superseded values are not recommended for survey control.
 CB0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0250.See file dsdata.txt to determine how the superseded data were derived.
 CB0250
 CB0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA307314(NAD 83)
 CB0250_MARKER: DB = BENCH MARK DISK
 CB0250_SETTING: 66 = SET IN ROCK OUTCROP
 CB0250_SP_SET: FLAT ROCK
 CB0250_STAMPING: U 1177 1961
 CB0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0250+STABILITY: POSITION/ELEVATION WELL
 CB0250
 CB0250  HISTORY     - Date     Condition        Report By
 CB0250  HISTORY     - 1961     MONUMENTED       CGS
 CB0250
 CB0250                          STATION DESCRIPTION
 CB0250
 CB0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0250'15.7 MI NE FROM STERLING CITY.
 CB0250'ABOUT 0.75 MILES EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY
 CB0250'COURTHOUSE AT STERLING CITY, THENCE 14.95 MILES NORTHEAST ALONG STATE
 CB0250'HIGHWAY 158 AND FARM ROAD 387, ON PROPERTY BELONGING TO MR. L.A.
 CB0250'RADDE, 0.35 MILE NORTHEAST AND ACROSS THE HIGHWAY FROM A RANCH HOUSE
 CB0250'BELONGING TO MR. RADDE, 265 FEET NORTH OF THE CENTER LINE OF THE
 CB0250'HIGHWAY, SET IN THE TOP OF A FLAT ROCK ON THE SOUTH BANK OF A CREEK,
 CB0250'AT THE WEST SIDE OF A SMALL WASH, 244 FEET NORTH OF THE NORTH END OF A
 CB0250'36-INCH METAL CULVERT, 212 FEET NORTH OF A FENCE, ABOUT 6 FEET BELOW
 CB0250'THE LEVEL OF THE HIGHWAY, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0468 ***********************************************************************
 CU0468  DESIGNATION -  U 1179
 CU0468  PID         -  CU0468
 CU0468  STATE/COUNTY-  TX/SCURRY
 CU0468  USGS QUAD   -  SNYDER (1979)
 CU0468
 CU0468                         *CURRENT SURVEY CONTROL
 CU0468  ___________________________________________________________________
 CU0468* NAD 83(1986)-  32 42 26.     (N)    100 55 08.     (W)     SCALED    
 CU0468* NAVD 88     -       707.754  (meters)    2322.02   (feet)  ADJUSTED  
 CU0468  ___________________________________________________________________
 CU0468  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CU0468  DYNAMIC HT  -         706.820 (meters)    2318.96  (feet)  COMP
 CU0468  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 CU0468
 CU0468  VERT ORDER  -  FIRST     CLASS II
 CU0468
 CU0468.The horizontal coordinates were scaled from a topographic map and have
 CU0468.an estimated accuracy of +/- 6 seconds.
 CU0468
 CU0468.The orthometric height was determined by differential leveling
 CU0468.and adjusted by the National Geodetic Survey in June 1991..
 CU0468
 CU0468.The geoid height was determined by GEOID03.
 CU0468
 CU0468.The dynamic height is computed by dividing the NAVD 88
 CU0468.geopotential number by the normal gravity value computed on the
 CU0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0468.degrees latitude (g = 980.6199 gals.).
 CU0468
 CU0468.The modeled gravity was interpolated from observed gravity values.
 CU0468
 CU0468;                    North         East    Units  Estimated Accuracy
 CU0468;SPC TXNC     - 2,118,000.      373,250.      MT  (+/- 180 meters Scaled)
 CU0468
 CU0468                          SUPERSEDED SURVEY CONTROL
 CU0468
 CU0468  NGVD 29 (??/??/92)  707.477  (m)         2321.11   (f) ADJ UNCH    1 2
 CU0468
 CU0468.Superseded values are not recommended for survey control.
 CU0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0468.See file dsdata.txt to determine how the superseded data were derived.
 CU0468
 CU0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB201204(NAD 83)
 CU0468_MARKER: DB = BENCH MARK DISK
 CU0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0468_SP_SET: CULVERT
 CU0468_STAMPING: U 1179 1961
 CU0468_MARK LOGO: CGS   
 CU0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0468
 CU0468  HISTORY     - Date     Condition        Report By
 CU0468  HISTORY     - 1961     MONUMENTED       CGS
 CU0468  HISTORY     - 1982     GOOD             NGS
 CU0468
 CU0468                          STATION DESCRIPTION
 CU0468
 CU0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0468'1.75 MI S FROM SNYDER.
 CU0468'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0468'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0468'0.65 MILE SOUTH ALONG STATE HIGHWAY 350, 0.15 MILE NORTH OF THE
 CU0468'JUNCTION OF THE HIGHWAY AND 37TH STREET LEADING WEST TO THE WINSTON
 CU0468'AIRPORT, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CU0468'TOP OF THE SOUTH END OF A CONCRETE RETAINING WALL AT THE SOUTHWEST
 CU0468'CORNER OF A 3 CHANNEL CONCRETE CULVERT, 54 FEET EAST OF THE NORTHEAST
 CU0468'CORNER OF A SUPERMARKET, AND ABOUT LEVEL WITH THE HIGHWAY.
 CU0468
 CU0468                          STATION RECOVERY (1982)
 CU0468
 CU0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0012 ***********************************************************************
 BN0012  DESIGNATION -  U 118
 BN0012  PID         -  BN0012
 BN0012  STATE/COUNTY-  TX/BURNET
 BN0012  USGS QUAD   -  BURNET (1967)
 BN0012
 BN0012                         *CURRENT SURVEY CONTROL
 BN0012  ___________________________________________________________________
 BN0012* NAD 83(1986)-  30 51 28.     (N)    098 11 50.     (W)     SCALED    
 BN0012* NAVD 88     -       427.107  (meters)    1401.27   (feet)  ADJUSTED  
 BN0012  ___________________________________________________________________
 BN0012  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 BN0012  DYNAMIC HT  -         426.531 (meters)    1399.38  (feet)  COMP
 BN0012  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 BN0012
 BN0012  VERT ORDER  -  SECOND    CLASS 0
 BN0012
 BN0012.The horizontal coordinates were scaled from a topographic map and have
 BN0012.an estimated accuracy of +/- 6 seconds.
 BN0012
 BN0012.The orthometric height was determined by differential leveling
 BN0012.and adjusted by the National Geodetic Survey in June 1991..
 BN0012
 BN0012.The geoid height was determined by GEOID03.
 BN0012
 BN0012.The dynamic height is computed by dividing the NAVD 88
 BN0012.geopotential number by the normal gravity value computed on the
 BN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0012.degrees latitude (g = 980.6199 gals.).
 BN0012
 BN0012.The modeled gravity was interpolated from observed gravity values.
 BN0012
 BN0012;                    North         East    Units  Estimated Accuracy
 BN0012;SPC TX C     - 3,134,000.      904,270.      MT  (+/- 180 meters Scaled)
 BN0012
 BN0012                          SUPERSEDED SURVEY CONTROL
 BN0012
 BN0012  NGVD 29 (??/??/92)  427.012  (m)         1400.96   (f) ADJ UNCH    2 0
 BN0012
 BN0012.Superseded values are not recommended for survey control.
 BN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0012.See file dsdata.txt to determine how the superseded data were derived.
 BN0012
 BN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV767141(NAD 83)
 BN0012_MARKER: DB = BENCH MARK DISK
 BN0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0012_STAMPING: U-118 1933
 BN0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0012+STABILITY: SURFACE MOTION
 BN0012
 BN0012  HISTORY     - Date     Condition        Report By
 BN0012  HISTORY     - 1933     MONUMENTED       CGS
 BN0012
 BN0012                          STATION DESCRIPTION
 BN0012
 BN0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0012'3.4 MI S FROM LAKE VICTOR.
 BN0012'ALONG THE TEXAS AND NEW ORLEANS R.R. 8.0 MILES NORTH OF BURNET
 BN0012'OPPOSITE M.P. 8 AND 47 FT. WEST OF THE CENTERLINE OF THE TRACKS AND 3
 BN0012'FT. EAST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0341 ***********************************************************************
 CU0341  DESIGNATION -  U 1180
 CU0341  PID         -  CU0341
 CU0341  STATE/COUNTY-  TX/MITCHELL
 CU0341  USGS QUAD   -  CEDAR BEND (1979)
 CU0341
 CU0341                         *CURRENT SURVEY CONTROL
 CU0341  ___________________________________________________________________
 CU0341* NAD 83(1986)-  32 28 36.     (N)    100 56 59.     (W)     SCALED    
 CU0341* NAVD 88     -       642.906  (meters)    2109.27   (feet)  ADJUSTED  
 CU0341  ___________________________________________________________________
 CU0341  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0341  DYNAMIC HT  -         642.047 (meters)    2106.45  (feet)  COMP
 CU0341  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 CU0341
 CU0341  VERT ORDER  -  SECOND    CLASS 0
 CU0341
 CU0341.The horizontal coordinates were scaled from a topographic map and have
 CU0341.an estimated accuracy of +/- 6 seconds.
 CU0341
 CU0341.The orthometric height was determined by differential leveling
 CU0341.and adjusted by the National Geodetic Survey in June 1991..
 CU0341
 CU0341.The geoid height was determined by GEOID03.
 CU0341
 CU0341.The dynamic height is computed by dividing the NAVD 88
 CU0341.geopotential number by the normal gravity value computed on the
 CU0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0341.degrees latitude (g = 980.6199 gals.).
 CU0341
 CU0341.The modeled gravity was interpolated from observed gravity values.
 CU0341
 CU0341;                    North         East    Units  Estimated Accuracy
 CU0341;SPC TXNC     - 2,092,510.      369,760.      MT  (+/- 180 meters Scaled)
 CU0341
 CU0341                          SUPERSEDED SURVEY CONTROL
 CU0341
 CU0341  NGVD 29 (??/??/92)  642.661  (m)         2108.46   (f) ADJ UNCH    2 0
 CU0341
 CU0341.Superseded values are not recommended for survey control.
 CU0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0341.See file dsdata.txt to determine how the superseded data were derived.
 CU0341
 CU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA167949(NAD 83)
 CU0341_MARKER: DB = BENCH MARK DISK
 CU0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0341_SP_SET: BRIDGE
 CU0341_STAMPING: U 1180 1961
 CU0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0341
 CU0341  HISTORY     - Date     Condition        Report By
 CU0341  HISTORY     - 1961     MONUMENTED       CGS
 CU0341
 CU0341                          STATION DESCRIPTION
 CU0341
 CU0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0341'15.0 MI SE FROM IRA.
 CU0341'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0341'CHURCH AT IRA, THENCE 5.9 MILES SOUTHEAST ALONG FARM ROAD 1229, THENCE
 CU0341'3.35 MILES EAST ALONG FARM ROAD 1808, 0.1 MILE NORTH OF A FARMHOUSE
 CU0341'AND ARCHED TIN BUILDING, 250 FEET SOUTH OF THE CENTER LINE OF THE FARM
 CU0341'ROAD, SET IN THE TOP OF AN OVAL ROCK OUTCROP WHICH PROJECTS 1 FOOT,
 CU0341'229 FEET SOUTH OF THE SOUTH SIDE OF A CONCRETE HIGHWAY BRIDGE OVER THE
 CU0341'COLORADO RIVER, 186 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED
 CU0341'ROAD, 39 FEET NORTH OF THE CENTER LINE OF A SANDSTONE WASH, 9.0 FEET
 CU0341'WEST OF A METAL WITNESS POST, AND ABOUT 10 FEET BELOW THE LEVEL OF THE
 CU0341'FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4476 ***********************************************************************
 AW4476  DESIGNATION -  U 1181
 AW4476  PID         -  AW4476
 AW4476  STATE/COUNTY-  TX/WALLER
 AW4476  USGS QUAD   -  BROOKSHIRE (1980)
 AW4476
 AW4476                         *CURRENT SURVEY CONTROL
 AW4476  ___________________________________________________________________
 AW4476* NAD 83(1986)-  29 48 58.     (N)    095 54 24.     (W)     SCALED    
 AW4476* NAVD 88     -        50.50   (+/-2cm)     165.7    (feet)  VERTCON   
 AW4476  ___________________________________________________________________
 AW4476  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW4476
 AW4476  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4476
 AW4476.The horizontal coordinates were scaled from a topographic map and have
 AW4476.an estimated accuracy of +/- 6 seconds.
 AW4476
 AW4476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4476.The vertical order pertains to the NGVD 29 superseded value.
 AW4476
 AW4476.The geoid height was determined by GEOID03.
 AW4476
 AW4476;                    North         East    Units  Estimated Accuracy
 AW4476;SPC TXSC     - 4,223,700.      898,950.      MT  (+/- 180 meters Scaled)
 AW4476
 AW4476                          SUPERSEDED SURVEY CONTROL
 AW4476
 AW4476  NGVD 29 (??/??/92)   50.487  (m)          165.64   (f) ADJ UNCH    1 2
 AW4476
 AW4476.Superseded values are not recommended for survey control.
 AW4476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4476.See file dsdata.txt to determine how the superseded data were derived.
 AW4476
 AW4476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP190019(NAD 83)
 AW4476_MARKER: DB = BENCH MARK DISK
 AW4476_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW4476_SP_SET: FENCE POST BASE
 AW4476_STAMPING: U 1181 1963
 AW4476_MARK LOGO: CGS   
 AW4476_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4476
 AW4476  HISTORY     - Date     Condition        Report By
 AW4476  HISTORY     - 1963     MONUMENTED       CGS
 AW4476  HISTORY     - 19921107 GOOD             USPSQD
 AW4476
 AW4476                          STATION DESCRIPTION
 AW4476
 AW4476'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW4476'4.9 MI NE FROM BROOKSHIRE.
 AW4476'ABOUT 2.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4476'STATION AT BROOKSHIRE, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD,
 AW4476'49 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST
 AW4476'ROAD, 41 FEET EAST OF THE CENTER LINE OF THE ROAD, 29 FEET NORTH OF
 AW4476'THE CENTER LINE OF THE EAST-WEST ROAD, SET IN THE TOP OF THE SOUTHEAST
 AW4476'CORNER OF THE CONCRETE BASE FOR A METAL FENCE CORNER POST, 6 INCHES
 AW4476'SOUTHWEST OF THE METAL FENCE CORNER POST, ABOUT LEVEL WITH THE ROADS,
 AW4476'AND FLUSH WITH THE GROUND.
 AW4476
 AW4476                          STATION RECOVERY (1992)
 AW4476
 AW4476'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW4476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1531 ***********************************************************************
 AW1531  DESIGNATION -  U 1183
 AW1531  PID         -  AW1531
 AW1531  STATE/COUNTY-  TX/HARRIS
 AW1531  USGS QUAD   -  MORGANS POINT (1993)
 AW1531
 AW1531                         *CURRENT SURVEY CONTROL
 AW1531  ___________________________________________________________________
 AW1531* NAD 83(1986)-  29 43 21.     (N)    094 58 20.     (W)     SCALED    
 AW1531* NAVD 88     -         6.940  (meters)      22.77   (feet)  ADJUSTED  
 AW1531  ___________________________________________________________________
 AW1531  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1531  DYNAMIC HT  -           6.930 (meters)      22.74  (feet)  COMP
 AW1531  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 AW1531
 AW1531  VERT ORDER  -  FIRST     CLASS II
 AW1531
 AW1531.The horizontal coordinates were scaled from a topographic map and have
 AW1531.an estimated accuracy of +/- 6 seconds.
 AW1531
 AW1531.The orthometric height was determined by differential leveling
 AW1531.and adjusted by the National Geodetic Survey in June 1991..
 AW1531
 AW1531.The geoid height was determined by GEOID03.
 AW1531
 AW1531.The dynamic height is computed by dividing the NAVD 88
 AW1531.geopotential number by the normal gravity value computed on the
 AW1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1531.degrees latitude (g = 980.6199 gals.).
 AW1531
 AW1531.The modeled gravity was interpolated from observed gravity values.
 AW1531
 AW1531;                    North         East    Units  Estimated Accuracy
 AW1531;SPC TXSC     - 4,216,080.      989,580.      MT  (+/- 180 meters Scaled)
 AW1531
 AW1531                          SUPERSEDED SURVEY CONTROL
 AW1531
 AW1531  NGVD 29 (12/23/87)    6.937  (m)           22.76   (f) ADJUSTED    1 2
 AW1531
 AW1531.Superseded values are not recommended for survey control.
 AW1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1531.See file dsdata.txt to determine how the superseded data were derived.
 AW1531
 AW1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN092896(NAD 83)
 AW1531_MARKER: DB = BENCH MARK DISK
 AW1531_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1531_SP_SET: HEADWALL
 AW1531_STAMPING: U 1183 1963
 AW1531_MARK LOGO: CGS   
 AW1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1531+STABILITY: SURFACE MOTION
 AW1531
 AW1531  HISTORY     - Date     Condition        Report By
 AW1531  HISTORY     - 1963     MONUMENTED       CGS
 AW1531  HISTORY     - 1973     GOOD             NGS
 AW1531  HISTORY     - 1978     GOOD             NGS
 AW1531  HISTORY     - 1987     GOOD             USPSQD
 AW1531  HISTORY     - 1987     GOOD             NGS
 AW1531  HISTORY     - 1989     GOOD             USPSQD
 AW1531  HISTORY     - 1989     GOOD             USPSQD
 AW1531  HISTORY     - 1990     GOOD             USPSQD
 AW1531  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1531  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AW1531
 AW1531                          STATION DESCRIPTION
 AW1531
 AW1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1531'0.75 MI S FROM BAYTOWN.
 AW1531'ABOUT 0.75 MILE SOUTH ALONG SOUTH MAIN ST. FROM THE INTERSECTION OF
 AW1531'WEST TEXAS AVE. IN BAYTOWN, AT THE POINT WHERE SOUTH MAIN ST. BECOMES
 AW1531'WEST MAIN ST., ABOUT 81 FEET SOUTHWEST OF THE CENTER OF THE
 AW1531'INTERSECTION WITH WEST MAIN ST., 31 FEET NORTHWEST OF THE CENTER LINE
 AW1531'OF WEST MAIN ST., SET IN THE TOP OF AND CENTER OF THE NORTHWEST
 AW1531'HEADWALL OF A 6 X 4 FT. CONCRETE BOX CULVERT, AND 1 FOOT ABOVE THE
 AW1531'LEVEL OF THE ROAD.
 AW1531
 AW1531                          STATION RECOVERY (1978)
 AW1531
 AW1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1531'RECOVERED IN GOOD CONDITION.
 AW1531
 AW1531                          STATION RECOVERY (1987)
 AW1531
 AW1531'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1531'RECOVERED IN GOOD CONDITION.
 AW1531
 AW1531                          STATION RECOVERY (1987)
 AW1531
 AW1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1531'RECOVERED IN GOOD CONDITION.
 AW1531
 AW1531                          STATION RECOVERY (1989)
 AW1531
 AW1531'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1531'RECOVERED IN GOOD CONDITION.
 AW1531
 AW1531                          STATION RECOVERY (1989)
 AW1531
 AW1531'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1531'RECOVERED IN GOOD CONDITION.
 AW1531
 AW1531                          STATION RECOVERY (1990)
 AW1531
 AW1531'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1531'RECOVERED IN GOOD CONDITION.
 AW1531
 AW1531                          STATION RECOVERY (2001)
 AW1531
 AW1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1531'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1531
 AW1531                          STATION RECOVERY (2004)
 AW1531
 AW1531'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW1531'STREET IMPROVEMENTS IN AREA POSSIBLY COVERED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3626 ***********************************************************************
 AW3626  DESIGNATION -  U 1185
 AW3626  PID         -  AW3626
 AW3626  STATE/COUNTY-  TX/HARRIS
 AW3626  USGS QUAD   -  PASADENA (1995)
 AW3626
 AW3626                         *CURRENT SURVEY CONTROL
 AW3626  ___________________________________________________________________
 AW3626* NAD 83(1986)-  29 44 49.     (N)    095 11 13.     (W)     SCALED    
 AW3626* NAVD 88     -         5.82   (+/-2cm)      19.1    (feet)  VERTCON   
 AW3626  ___________________________________________________________________
 AW3626  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3626
 AW3626  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3626
 AW3626.The horizontal coordinates were scaled from a topographic map and have
 AW3626.an estimated accuracy of +/- 6 seconds.
 AW3626
 AW3626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3626.The vertical order pertains to the NGVD 29 superseded value.
 AW3626
 AW3626.The geoid height was determined by GEOID03.
 AW3626
 AW3626;                    North         East    Units  Estimated Accuracy
 AW3626;SPC TXSC     - 4,218,090.      968,730.      MT  (+/- 180 meters Scaled)
 AW3626
 AW3626                          SUPERSEDED SURVEY CONTROL
 AW3626
 AW3626  NGVD 29 (??/??/92)    5.821  (m)           19.10   (f) ADJ UNCH    1 2
 AW3626
 AW3626.Superseded values are not recommended for survey control.
 AW3626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3626.See file dsdata.txt to determine how the superseded data were derived.
 AW3626
 AW3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN885927(NAD 83)
 AW3626_MARKER: DB = BENCH MARK DISK
 AW3626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3626_SP_SET: PILLAR
 AW3626_STAMPING: U 1185 1964
 AW3626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3626
 AW3626  HISTORY     - Date     Condition        Report By
 AW3626  HISTORY     - 1964     MONUMENTED       CGS
 AW3626
 AW3626                          STATION DESCRIPTION
 AW3626
 AW3626'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3626'2.35 MI NE FROM PASADENA.
 AW3626'ABOUT 0.7 MILE NORTH ALONG FEDERAL ROAD FROM THE NORTH END OF THE
 AW3626'WASHBURN TUNNEL AT PASADENA, THENCE 1.1 MILES NORTHEAST ALONG A
 AW3626'PRIVATE PAVED ROAD, THENCE 0.55 MILE NORTHEAST ALONG THE NORTHWEST
 AW3626'SIDE OF THE HOUSTON SHIP CHANNEL, ON PROPERTY BELONGING TO THE
 AW3626'SHEFFIELD STEEL COMPANY, 40 FEET NORTHWEST OF THE SOUTHEAST END OF A
 AW3626'CONCRETE RETAINING WALL AT THE SOUTHEAST END OF A CONCRETE BULKHEAD, 9
 AW3626'1/2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF A CONCRETE BULKHEAD, SET
 AW3626'IN THE CENTER OF THE TOP OF A 4 X 5-FOOT CONCRETE PILLAR, AND ABOUT 4
 AW3626'FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1583 ***********************************************************************
 AW1583  DESIGNATION -  U 1186
 AW1583  PID         -  AW1583
 AW1583  STATE/COUNTY-  TX/GALVESTON
 AW1583  USGS QUAD   -  LEAGUE CITY (1995)
 AW1583
 AW1583                         *CURRENT SURVEY CONTROL
 AW1583  ___________________________________________________________________
 AW1583* NAD 83(1986)-  29 32 20.     (N)    095 01 10.     (W)     SCALED    
 AW1583* NAVD 88     -         3.818  (meters)      12.53   (feet)  ADJUSTED  
 AW1583  ___________________________________________________________________
 AW1583  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW1583  DYNAMIC HT  -           3.813 (meters)      12.51  (feet)  COMP
 AW1583  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 AW1583
 AW1583  VERT ORDER  -  FIRST     CLASS II
 AW1583
 AW1583.The horizontal coordinates were scaled from a topographic map and have
 AW1583.an estimated accuracy of +/- 6 seconds.
 AW1583
 AW1583.The orthometric height was determined by differential leveling
 AW1583.and adjusted by the National Geodetic Survey in June 1991..
 AW1583
 AW1583.The geoid height was determined by GEOID03.
 AW1583
 AW1583.The dynamic height is computed by dividing the NAVD 88
 AW1583.geopotential number by the normal gravity value computed on the
 AW1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1583.degrees latitude (g = 980.6199 gals.).
 AW1583
 AW1583.The modeled gravity was interpolated from observed gravity values.
 AW1583
 AW1583;                    North         East    Units  Estimated Accuracy
 AW1583;SPC TXSC     - 4,195,590.      985,710.      MT  (+/- 180 meters Scaled)
 AW1583
 AW1583                          SUPERSEDED SURVEY CONTROL
 AW1583
 AW1583  NGVD 29 (12/23/87)    3.815  (m)           12.52   (f) ADJUSTED    1 2
 AW1583
 AW1583.Superseded values are not recommended for survey control.
 AW1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1583.See file dsdata.txt to determine how the superseded data were derived.
 AW1583
 AW1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN043693(NAD 83)
 AW1583_MARKER: DB = BENCH MARK DISK
 AW1583_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1583_SP_SET: FOOTING OF STEEL TOWER
 AW1583_STAMPING: U 1186 1964
 AW1583_MARK LOGO: CGS   
 AW1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1583+STABILITY: SURFACE MOTION
 AW1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1583+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AW1583
 AW1583  HISTORY     - Date     Condition        Report By
 AW1583  HISTORY     - 1964     MONUMENTED       CGS
 AW1583  HISTORY     - 1973     GOOD             NGS
 AW1583  HISTORY     - 1978     GOOD             NGS
 AW1583  HISTORY     - 1983     GOOD             NGS
 AW1583  HISTORY     - 1987     GOOD             NGS
 AW1583  HISTORY     - 1989     GOOD             USPSQD
 AW1583  HISTORY     - 1989     GOOD             USPSQD
 AW1583  HISTORY     - 1989     GOOD             USPSQD
 AW1583  HISTORY     - 1989     GOOD             USPSQD
 AW1583  HISTORY     - 1989     GOOD             USPSQD
 AW1583  HISTORY     - 1990     GOOD             USPSQD
 AW1583  HISTORY     - 1990     GOOD             USPSQD
 AW1583  HISTORY     - 19910216 GOOD             USPSQD
 AW1583  HISTORY     - 19950612 GOOD             USPSQD
 AW1583  HISTORY     - 20010331 GOOD             USPSQD
 AW1583  HISTORY     - 20031107 GOOD             USPSQD
 AW1583  HISTORY     - 20040203 GOOD             USPSQD
 AW1583  HISTORY     - 20050630 GOOD             USPSQD
 AW1583
 AW1583                          STATION DESCRIPTION
 AW1583
 AW1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1583'0.35 MI SE FROM KEMAH.
 AW1583'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1583'KEMAH, ABOUT 117 YARDS WEST OF THE INTERSECTION OF THE HWY. AND FARM
 AW1583'RD. 518, 174 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD, 121 1/2
 AW1583'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 AW1583'AT THE MOST WESTERNLY ONE OF TWO STEEL POWER LINE TOWERS, SET IN THE
 AW1583'TOP OF THE EAST SIDE OF THE CONCRETE FOOTING OF THE SOUTHEAST STEEL
 AW1583'LEG OF THE TOWER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AW1583
 AW1583                          STATION RECOVERY (1978)
 AW1583
 AW1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1583'NOTE=THE FARM ROAD IS NOW 518 INSTEAD OF 1266, THIS MARK IS NOW
 AW1583'0.15 MILE NORTH OF THE POST OFFICE.
 AW1583
 AW1583                          STATION RECOVERY (1983)
 AW1583
 AW1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (1987)
 AW1583
 AW1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (1989)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (1989)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (1989)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (1989)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (1989)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (1990)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (1990)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (1991)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (1995)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (2001)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 2001 (WEB)
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (2003)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1583'RECOVERED IN GOOD CONDITION.
 AW1583
 AW1583                          STATION RECOVERY (2004)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1583'GO TO N29 32.328 AND W095 01.166 TO FIND THE MARK ON THE CONCRETE
 AW1583'FOOTING OF THE POWER LINE.
 AW1583
 AW1583                          STATION RECOVERY (2005)
 AW1583
 AW1583'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1583'GO TO N29 32 18.9  W095 01 08.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2751 ***********************************************************************
 AW2751  DESIGNATION -  U 1187
 AW2751  PID         -  AW2751
 AW2751  STATE/COUNTY-  TX/GALVESTON
 AW2751  USGS QUAD   -  TEXAS CITY (1994)
 AW2751
 AW2751                         *CURRENT SURVEY CONTROL
 AW2751  ___________________________________________________________________
 AW2751* NAD 83(1986)-  29 23 03.     (N)    094 55 08.     (W)     SCALED    
 AW2751* NAVD 88     -         2.48   (+/-2cm)       8.1    (feet)  VERTCON   
 AW2751  ___________________________________________________________________
 AW2751  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW2751
 AW2751  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2751
 AW2751.The horizontal coordinates were scaled from a topographic map and have
 AW2751.an estimated accuracy of +/- 6 seconds.
 AW2751
 AW2751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2751.The vertical order pertains to the NGVD 29 superseded value.
 AW2751
 AW2751.The geoid height was determined by GEOID03.
 AW2751
 AW2751;                    North         East    Units  Estimated Accuracy
 AW2751;SPC TXSC     - 4,178,780.      996,050.      MT  (+/- 180 meters Scaled)
 AW2751
 AW2751                          SUPERSEDED SURVEY CONTROL
 AW2751
 AW2751  NGVD 29 (??/??/92)    2.475  (m)            8.12   (f) ADJ UNCH    1 2
 AW2751
 AW2751.Superseded values are not recommended for survey control.
 AW2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2751.See file dsdata.txt to determine how the superseded data were derived.
 AW2751
 AW2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN137520(NAD 83)
 AW2751_MARKER: DB = BENCH MARK DISK
 AW2751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2751_SP_SET: CONCRETE BASE
 AW2751_STAMPING: U 1187 1964
 AW2751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2751
 AW2751  HISTORY     - Date     Condition        Report By
 AW2751  HISTORY     - 1964     MONUMENTED       CGS
 AW2751  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2751  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2751  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2751  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2751  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2751  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2751
 AW2751                          STATION DESCRIPTION
 AW2751
 AW2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW2751'1.3 MI W FROM TEXAS CITY.
 AW2751'ABOUT 0.25 MILE SOUTH ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW2751'CITY, THENCE 1.05 MILES WEST ALONG FARM ROAD 1765, 33 FEET NORTH OF
 AW2751'THE CENTER LINE OF THE ROAD WHICH IS ALSO TEXAS AVENUE, SET IN THE TOP
 AW2751'OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A STREET LAMP POST, 50
 AW2751'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE RANCHO SANTA MARIA
 AW2751'APARTMENTS AND HOTEL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND
 AW2751'FLUSH WITH THE GROUND.
 AW2751
 AW2751                          STATION RECOVERY (1987)
 AW2751
 AW2751'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW2751'MARK NOT FOUND.
 AW2751
 AW2751                          STATION RECOVERY (1987)
 AW2751
 AW2751'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW2751'MARK NOT FOUND.
 AW2751
 AW2751                          STATION RECOVERY (1988)
 AW2751
 AW2751'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW2751'MARK NOT FOUND.
 AW2751
 AW2751                          STATION RECOVERY (1988)
 AW2751
 AW2751'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW2751'MARK NOT FOUND.
 AW2751
 AW2751                          STATION RECOVERY (1989)
 AW2751
 AW2751'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW2751'MARK NOT FOUND.
 AW2751
 AW2751                          STATION RECOVERY (1990)
 AW2751
 AW2751'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLS)
 AW2751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0111 ***********************************************************************
 CC0111  DESIGNATION -  U 1189
 CC0111  PID         -  CC0111
 CC0111  STATE/COUNTY-  TX/MIDLAND
 CC0111  USGS QUAD   -  BRYANT RANCH (1974)
 CC0111
 CC0111                         *CURRENT SURVEY CONTROL
 CC0111  ___________________________________________________________________
 CC0111* NAD 83(1986)-  31 51 29.     (N)    102 02 16.     (W)     SCALED    
 CC0111* NAVD 88     -       849.821  (meters)    2788.12   (feet)  ADJUSTED  
 CC0111  ___________________________________________________________________
 CC0111  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CC0111  DYNAMIC HT  -         848.624 (meters)    2784.19  (feet)  COMP
 CC0111  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 CC0111
 CC0111  VERT ORDER  -  SECOND    CLASS 0
 CC0111
 CC0111.The horizontal coordinates were scaled from a topographic map and have
 CC0111.an estimated accuracy of +/- 6 seconds.
 CC0111
 CC0111.The orthometric height was determined by differential leveling
 CC0111.and adjusted by the National Geodetic Survey in June 1991..
 CC0111
 CC0111.The geoid height was determined by GEOID03.
 CC0111
 CC0111.The dynamic height is computed by dividing the NAVD 88
 CC0111.geopotential number by the normal gravity value computed on the
 CC0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0111.degrees latitude (g = 980.6199 gals.).
 CC0111
 CC0111.The modeled gravity was interpolated from observed gravity values.
 CC0111
 CC0111;                    North         East    Units  Estimated Accuracy
 CC0111;SPC TX C     - 3,244,170.      538,700.      MT  (+/- 180 meters Scaled)
 CC0111
 CC0111                          SUPERSEDED SURVEY CONTROL
 CC0111
 CC0111  NGVD 29 (??/??/92)  849.464  (m)         2786.95   (f) ADJ UNCH    2 0
 CC0111
 CC0111.Superseded values are not recommended for survey control.
 CC0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0111.See file dsdata.txt to determine how the superseded data were derived.
 CC0111
 CC0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR802285(NAD 83)
 CC0111_MARKER: DB = BENCH MARK DISK
 CC0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0111_STAMPING: U 1189 1967
 CC0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0111+STABILITY: SURFACE MOTION
 CC0111
 CC0111  HISTORY     - Date     Condition        Report By
 CC0111  HISTORY     - 1967     MONUMENTED       CGS
 CC0111  HISTORY     - 20010217 POOR             USPSQD
 CC0111
 CC0111                          STATION DESCRIPTION
 CC0111
 CC0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0111'9.75 MI S FROM MIDLAND.
 CC0111'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0111'THE STATION AT MIDLAND, THENCE 9.6 MILES SOUTH ALONG STATE HIGHWAY
 CC0111'349, 57 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 118 FEET
 CC0111'NORTHEAST OF THE NORTHEAST LEG OF A WOODEN WINDMILL, 99 FEET SOUTH OF
 CC0111'A FENCE CORNER POST, 2 1/2 FEET EAST OF A FENCE, 1.6 FEET SOUTHWEST OF
 CC0111'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 CC0111'SET IN THE THE TOP OF A CONCRETE POST WHICH PROJECTS 12 INCHES.
 CC0111
 CC0111                          STATION RECOVERY (2001)
 CC0111
 CC0111'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0111'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0193 ***********************************************************************
 BN0193  DESIGNATION -  U 119
 BN0193  PID         -  BN0193
 BN0193  STATE/COUNTY-  TX/LLANO
 BN0193  USGS QUAD   -  LONE GROVE (1956)
 BN0193
 BN0193                         *CURRENT SURVEY CONTROL
 BN0193  ___________________________________________________________________
 BN0193* NAD 83(1986)-  30 46 38.     (N)    098 33 30.     (W)     SCALED    
 BN0193* NAVD 88     -       290.279  (meters)     952.36   (feet)  ADJUSTED  
 BN0193  ___________________________________________________________________
 BN0193  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 BN0193  DYNAMIC HT  -         289.895 (meters)     951.10  (feet)  COMP
 BN0193  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 BN0193
 BN0193  VERT ORDER  -  SECOND    CLASS 0
 BN0193
 BN0193.The horizontal coordinates were scaled from a topographic map and have
 BN0193.an estimated accuracy of +/- 6 seconds.
 BN0193
 BN0193.The orthometric height was determined by differential leveling
 BN0193.and adjusted by the National Geodetic Survey in June 1991..
 BN0193
 BN0193.The geoid height was determined by GEOID03.
 BN0193
 BN0193.The dynamic height is computed by dividing the NAVD 88
 BN0193.geopotential number by the normal gravity value computed on the
 BN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0193.degrees latitude (g = 980.6199 gals.).
 BN0193
 BN0193.The modeled gravity was interpolated from observed gravity values.
 BN0193
 BN0193;                    North         East    Units  Estimated Accuracy
 BN0193;SPC TX C     - 3,124,470.      869,890.      MT  (+/- 180 meters Scaled)
 BN0193
 BN0193                          SUPERSEDED SURVEY CONTROL
 BN0193
 BN0193  NGVD 29 (??/??/92)  290.228  (m)          952.19   (f) ADJ UNCH    2 0
 BN0193
 BN0193.Superseded values are not recommended for survey control.
 BN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0193.See file dsdata.txt to determine how the superseded data were derived.
 BN0193
 BN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV422049(NAD 83)
 BN0193_MARKER: DB = BENCH MARK DISK
 BN0193_SETTING: 80 = SET IN A BOULDER
 BN0193_SP_SET: BOULDER
 BN0193_STAMPING: U-119 1933
 BN0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0193+STABILITY: SURFACE MOTION
 BN0193
 BN0193  HISTORY     - Date     Condition        Report By
 BN0193  HISTORY     - 1933     MONUMENTED       CGS
 BN0193
 BN0193                          STATION DESCRIPTION
 BN0193
 BN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0193'8.2 MI NE FROM LLANO.
 BN0193'ALONG THE TEXAS AND NEW ORLEANS R.R. 1/4 MILE EAST OF IRON SPUR AND 2
 BN0193'POLES AND 20 FT. EAST OF CULVERT 91-C AND 35 FT. SOUTH OF THE
 BN0193'CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0404 ***********************************************************************
 CB0404  DESIGNATION -  U 1190
 CB0404  PID         -  CB0404
 CB0404  STATE/COUNTY-  TX/UPTON
 CB0404  USGS QUAD   -  LINDSEY RANCH (1970)
 CB0404
 CB0404                         *CURRENT SURVEY CONTROL
 CB0404  ___________________________________________________________________
 CB0404* NAD 83(1986)-  31 28 22.     (N)    101 56 09.     (W)     SCALED    
 CB0404* NAVD 88     -       837.688  (meters)    2748.31   (feet)  ADJUSTED  
 CB0404  ___________________________________________________________________
 CB0404  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0404  DYNAMIC HT  -         836.481 (meters)    2744.35  (feet)  COMP
 CB0404  MODELED GRAV-     979,171.9   (mgal)                       NAVD 88
 CB0404
 CB0404  VERT ORDER  -  SECOND    CLASS 0
 CB0404
 CB0404.The horizontal coordinates were scaled from a topographic map and have
 CB0404.an estimated accuracy of +/- 6 seconds.
 CB0404
 CB0404.The orthometric height was determined by differential leveling
 CB0404.and adjusted by the National Geodetic Survey in June 1991..
 CB0404
 CB0404.The geoid height was determined by GEOID03.
 CB0404
 CB0404.The dynamic height is computed by dividing the NAVD 88
 CB0404.geopotential number by the normal gravity value computed on the
 CB0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0404.degrees latitude (g = 980.6199 gals.).
 CB0404
 CB0404.The modeled gravity was interpolated from observed gravity values.
 CB0404
 CB0404;                    North         East    Units  Estimated Accuracy
 CB0404;SPC TX C     - 3,201,320.      547,730.      MT  (+/- 180 meters Scaled)
 CB0404
 CB0404                          SUPERSEDED SURVEY CONTROL
 CB0404
 CB0404  NGVD 29 (??/??/92)  837.353  (m)         2747.22   (f) ADJ UNCH    2 0
 CB0404
 CB0404.Superseded values are not recommended for survey control.
 CB0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0404.See file dsdata.txt to determine how the superseded data were derived.
 CB0404
 CB0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV210857(NAD 83)
 CB0404_MARKER: DB = BENCH MARK DISK
 CB0404_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CB0404_SP_SET: 9 FEET
 CB0404_STAMPING: U 1190 1967
 CB0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0404
 CB0404  HISTORY     - Date     Condition        Report By
 CB0404  HISTORY     - 1967     MONUMENTED       CGS
 CB0404
 CB0404                          STATION DESCRIPTION
 CB0404
 CB0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0404'17.15 MI N FROM RANKIN.
 CB0404'ABOUT 17.15 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0404'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 126 YARDS WEST
 CB0404'OF THE HUMBLE-PEMBROOK OIL WELL NUMBER 26-1, 58 FEET EAST OF THE
 CB0404'CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE, 2.3 FEET NORTH OF
 CB0404'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF
 CB0404'A COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET AND IS ENCASED
 CB0404'IN A 5-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0546 ***********************************************************************
 AN0546  DESIGNATION -  U 1192
 AN0546  PID         -  AN0546
 AN0546  STATE/COUNTY-  TX/JACKSON
 AN0546  USGS QUAD   -  MANSON (1995)
 AN0546
 AN0546                         *CURRENT SURVEY CONTROL
 AN0546  ___________________________________________________________________
 AN0546* NAD 83(1986)-  28 53 13.     (N)    096 33 25.     (W)     SCALED    
 AN0546* NAVD 88     -        12.404  (meters)      40.70   (feet)  ADJUSTED  
 AN0546  ___________________________________________________________________
 AN0546  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0546  DYNAMIC HT  -          12.386 (meters)      40.64  (feet)  COMP
 AN0546  MODELED GRAV-     979,211.3   (mgal)                       NAVD 88
 AN0546
 AN0546  VERT ORDER  -  FIRST     CLASS I
 AN0546
 AN0546.The horizontal coordinates were scaled from a topographic map and have
 AN0546.an estimated accuracy of +/- 6 seconds.
 AN0546
 AN0546.The orthometric height was determined by differential leveling
 AN0546.and adjusted by the National Geodetic Survey in June 1991..
 AN0546
 AN0546.The geoid height was determined by GEOID03.
 AN0546
 AN0546.The dynamic height is computed by dividing the NAVD 88
 AN0546.geopotential number by the normal gravity value computed on the
 AN0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0546.degrees latitude (g = 980.6199 gals.).
 AN0546
 AN0546.The modeled gravity was interpolated from observed gravity values.
 AN0546
 AN0546;                    North         East    Units  Estimated Accuracy
 AN0546;SPC TXSC     - 4,119,260.      838,270.      MT  (+/- 180 meters Scaled)
 AN0546
 AN0546                          SUPERSEDED SURVEY CONTROL
 AN0546
 AN0546  NGVD 29 (??/??/92)   12.419  (m)           40.74   (f) ADJ UNCH    1 1
 AN0546
 AN0546.Superseded values are not recommended for survey control.
 AN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0546.See file dsdata.txt to determine how the superseded data were derived.
 AN0546
 AN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS382979(NAD 83)
 AN0546_MARKER: DB = BENCH MARK DISK
 AN0546_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0546_SP_SET: COPPER-CLAD STEEL ROD
 AN0546_STAMPING: U 1192 1972
 AN0546_PROJECTION: PROJECTING 8 CENTIMETERS
 AN0546_MAGNETIC: I = MARKER IS A STEEL ROD
 AN0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0546_ROD/PIPE-DEPTH: 8.5  meters
 AN0546
 AN0546  HISTORY     - Date     Condition        Report By
 AN0546  HISTORY     - 1972     MONUMENTED       NGS
 AN0546
 AN0546                          STATION DESCRIPTION
 AN0546
 AN0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0546'4.1 MI NW FROM LOLITA.
 AN0546'ABOUT 0.8 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0546'CROSSING OF FARM TO MARKET ROADS 1593 AND 616 AT LOLITA, THENCE 3.3
 AN0546'MILES NORTH ALONG AN ASPHALT ROAD, AT THE INTERSECTION OF AN EAST-WEST
 AN0546'BLACK TOP ROAD, 69 FEET EAST OF THE CENTER LINE OF THE
 AN0546'NORTH-SOUTH ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 AN0546'ROAD,15 1/2 FEET EAST OF A POWER LINE POLE, 1 1/2 FEET NORTH OF A
 AN0546'FENCE LINE, 1 FOOT WEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE
 AN0546'LEVEL OF THE ROADS, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 AN0546'ROD THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND ENCASED IN
 AN0546'A 6-INCH STEEL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 AN0546'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 28 FEET .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0639 ***********************************************************************
 AX0639  DESIGNATION -  U 1193
 AX0639  PID         -  AX0639
 AX0639  STATE/COUNTY-  TX/JACKSON
 AX0639  USGS QUAD   -  NAVIDAD (1981)
 AX0639
 AX0639                         *CURRENT SURVEY CONTROL
 AX0639  ___________________________________________________________________
 AX0639* NAD 83(1986)-  29 07 08.     (N)    096 45 13.     (W)     SCALED    
 AX0639* NAVD 88     -        33.786  (meters)     110.85   (feet)  ADJUSTED  
 AX0639  ___________________________________________________________________
 AX0639  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0639  DYNAMIC HT  -          33.738 (meters)     110.69  (feet)  COMP
 AX0639  MODELED GRAV-     979,222.2   (mgal)                       NAVD 88
 AX0639
 AX0639  VERT ORDER  -  FIRST     CLASS I
 AX0639
 AX0639.The horizontal coordinates were scaled from a topographic map and have
 AX0639.an estimated accuracy of +/- 6 seconds.
 AX0639
 AX0639.The orthometric height was determined by differential leveling
 AX0639.and adjusted by the National Geodetic Survey in June 1991..
 AX0639
 AX0639.The geoid height was determined by GEOID03.
 AX0639
 AX0639.The dynamic height is computed by dividing the NAVD 88
 AX0639.geopotential number by the normal gravity value computed on the
 AX0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0639.degrees latitude (g = 980.6199 gals.).
 AX0639
 AX0639.The modeled gravity was interpolated from observed gravity values.
 AX0639
 AX0639;                    North         East    Units  Estimated Accuracy
 AX0639;SPC TXSC     - 4,144,570.      818,590.      MT  (+/- 180 meters Scaled)
 AX0639
 AX0639                          SUPERSEDED SURVEY CONTROL
 AX0639
 AX0639  NGVD 29 (??/??/92)   33.799  (m)          110.89   (f) ADJ UNCH    1 1
 AX0639
 AX0639.Superseded values are not recommended for survey control.
 AX0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0639.See file dsdata.txt to determine how the superseded data were derived.
 AX0639
 AX0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT185232(NAD 83)
 AX0639_MARKER: DB = BENCH MARK DISK
 AX0639_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0639+WITH SETTING: INTO GROUND
 AX0639_STAMPING: U 1193 1972
 AX0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0639+STABILITY: SURFACE MOTION
 AX0639
 AX0639  HISTORY     - Date     Condition        Report By
 AX0639  HISTORY     - 1972     MONUMENTED       NGS
 AX0639
 AX0639                          STATION DESCRIPTION
 AX0639
 AX0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0639'0.95 MI SE FROM MORALES.
 AX0639'ABOUT 0.25 MILE EAST ALONG OLD MORALES ROAD FROM THE MORALES BAPTIST
 AX0639'CHURCH AT MORALES, THENCE 0.7 MILE SOUTH ALONG AN ASPHALT ROAD, 0.2
 AX0639'MILE NORTH OF THE JUNCTION OF THE ROAD AND STATE HIGHWAY 111, 0.2 MILE
 AX0639'NORTH OF ROUGHTS CHAPEL, NEAR A WIRE GATE ACROSS DRIVEWAY TO PASTURE,
 AX0639'99 1/2 FEET NORTHWEST OF A POWER LINE POLE IN PASTURE, 35 FEET EAST OF
 AX0639'THE CENTER LINE OF THE ROAD, 6 1/2 FEET NORTH OF THE NORTH GATE POST
 AX0639'FOR WIRE GATE, 1 FOOT WEST OF THE FENCE LINE, 1 FOOT SOUTH OF A METAL
 AX0639'WITNESS POST, ABOUT LEVEL WITH THE ROAD, ON THE TOP OF A 4-FOOT COPPER
 AX0639'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 AX0639'FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6-INCH METAL PIPE
 AX0639'THAT PROJECTS ONE INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0673 ***********************************************************************
 AX0673  DESIGNATION -  U 1194
 AX0673  PID         -  AX0673
 AX0673  STATE/COUNTY-  TX/JACKSON
 AX0673  USGS QUAD   -  GANADO (1981)
 AX0673
 AX0673                         *CURRENT SURVEY CONTROL
 AX0673  ___________________________________________________________________
 AX0673* NAD 83(1986)-  29 00 09.     (N)    096 35 02.     (W)     SCALED    
 AX0673* NAVD 88     -        18.238  (meters)      59.84   (feet)  ADJUSTED  
 AX0673  ___________________________________________________________________
 AX0673  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0673  DYNAMIC HT  -          18.212 (meters)      59.75  (feet)  COMP
 AX0673  MODELED GRAV-     979,217.5   (mgal)                       NAVD 88
 AX0673
 AX0673  VERT ORDER  -  FIRST     CLASS I
 AX0673
 AX0673.This mark is at Jackson Co (26R) Airport (26R)
 AX0673
 AX0673.The horizontal coordinates were scaled from a topographic map and have
 AX0673.an estimated accuracy of +/- 6 seconds.
 AX0673
 AX0673.The orthometric height was determined by differential leveling
 AX0673.and adjusted by the National Geodetic Survey in June 1991..
 AX0673
 AX0673.The geoid height was determined by GEOID03.
 AX0673
 AX0673.The dynamic height is computed by dividing the NAVD 88
 AX0673.geopotential number by the normal gravity value computed on the
 AX0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0673.degrees latitude (g = 980.6199 gals.).
 AX0673
 AX0673.The modeled gravity was interpolated from observed gravity values.
 AX0673
 AX0673;                    North         East    Units  Estimated Accuracy
 AX0673;SPC TXSC     - 4,132,010.      835,370.      MT  (+/- 180 meters Scaled)
 AX0673
 AX0673                          SUPERSEDED SURVEY CONTROL
 AX0673
 AX0673  NGVD 29 (12/23/87)   18.248  (m)           59.87   (f) ADJUSTED    1 1
 AX0673
 AX0673.Superseded values are not recommended for survey control.
 AX0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0673.See file dsdata.txt to determine how the superseded data were derived.
 AX0673
 AX0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT353106(NAD 83)
 AX0673_MARKER: DB = BENCH MARK DISK
 AX0673_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0673+WITH SETTING: INTO GROUND
 AX0673_SP_SET: METAL ROD WITH BASE PLATE
 AX0673_STAMPING: U 1194 1972
 AX0673_MARK LOGO: NGS   
 AX0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0673+STABILITY: SURFACE MOTION
 AX0673
 AX0673  HISTORY     - Date     Condition        Report By
 AX0673  HISTORY     - 1972     MONUMENTED       NGS
 AX0673  HISTORY     - 1987     GOOD             NGS
 AX0673  HISTORY     - 19980725 GOOD             USPSQD
 AX0673
 AX0673                          STATION DESCRIPTION
 AX0673
 AX0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0673'4.6 MI NE FROM EDNA.
 AX0673'ABOUT 4.05 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD AND US
 AX0673'HIGHWAY 59 FROM THE COURTHOUSE AT EDNA, THENCE 0.45 MILE SOUTHEAST
 AX0673'ALONG A PAVED ROAD TO THE JACKSON COUNTY AIRPORT, 0.1 MILE SOUTHEAST
 AX0673'OF A LARGE METAL HANGAR, 287 FEET SOUTHWEST OF THE CENTER LINE OF A
 AX0673'NORTHWEST-SOUTHEAST RUNWAY, 138 FEET NORTHEAST OF A FENCE LINE, 86
 AX0673'FEET NORTHEAST OF THE CENTER LINE OF A GRADED ROAD, 119 FEET SOUTH OF
 AX0673'THE SOUTH CORNER OF AN ASPHALT COVERED TAXI WAY, 4 FEET NORTHEAST OF A
 AX0673'STEEL POLE SUPPORTING A WIND SOCK AND 4 LIGHTS, 1.5 FEET NORTHWEST OF
 AX0673'A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE RUNWAY, AND ON THE
 AX0673'TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 AX0673'BASE PLATE, THE DISK IS 1 INCH BELOW THE LEVEL OF THE GROUND AND
 AX0673'ENCASED IN A 4 INCH METAL PIPE THAT IS FLUSH WITH THE GROUND.
 AX0673
 AX0673                          STATION RECOVERY (1987)
 AX0673
 AX0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0673'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.65 KM (1.64
 AX0673'MI) NORTHEAST ALONG HIGHWAY LOOP 521 FROM THE JUNCTION OF STATE
 AX0673'HIGHWAY 111 IN EDNA, THENCE 3.8 KM (2.37 MI) NORTHEAST ALONG US
 AX0673'HIGHWAY 59, THENCE 0.7 KM (0.43 MI) SOUTHEAST ALONG A PAVED ROAD TO
 AX0673'THE JACKSON COUNTY AIRPORT, 0.16 KM (0.1 MI) SOUTHEAST OF A LARGE
 AX0673'BUILDING FOR THE AIRPORT OFFICE AND A HANGAR, 87.5 METERS (287 FT)
 AX0673'SOUTHWEST OF THE CENTERLINE OF THE MAIN RUNWAY, 36.2 METERS (119 FT)
 AX0673'SOUTH OF THE SOUTH CORNER OF A TAXIWAY, 26.2 METERS (86.0 FT)
 AX0673'NORTHEAST OF THE CENTER OF A GRADED ROAD, 1.2 METERS (4.0 FT)
 AX0673'NORTHEAST OF A METAL POLE FOR A WIND SOCK.
 AX0673'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 AX0673'THE MARK IS 0.5 M BELOW THE RUNWAY.
 AX0673
 AX0673                          STATION RECOVERY (1998)
 AX0673
 AX0673'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0648 ***********************************************************************
 AN0648  DESIGNATION -  U 1195
 AN0648  PID         -  AN0648
 AN0648  STATE/COUNTY-  TX/JACKSON
 AN0648  USGS QUAD   -  EDNA (1995)
 AN0648
 AN0648                         *CURRENT SURVEY CONTROL
 AN0648  ___________________________________________________________________
 AN0648* NAD 83(1986)-  28 53 13.     (N)    096 39 25.     (W)     SCALED    
 AN0648* NAVD 88     -        15.12   (+/-2cm)      49.6    (feet)  VERTCON   
 AN0648  ___________________________________________________________________
 AN0648  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0648
 AN0648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0648
 AN0648.The horizontal coordinates were scaled from a topographic map and have
 AN0648.an estimated accuracy of +/- 6 seconds.
 AN0648
 AN0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0648.The vertical order pertains to the NGVD 29 superseded value.
 AN0648
 AN0648.The geoid height was determined by GEOID03.
 AN0648
 AN0648;                    North         East    Units  Estimated Accuracy
 AN0648;SPC TXSC     - 4,119,060.      828,510.      MT  (+/- 180 meters Scaled)
 AN0648
 AN0648                          SUPERSEDED SURVEY CONTROL
 AN0648
 AN0648  NGVD 29 (??/??/92)   15.185  (m)           49.82   (f) ADJ UNCH    2 0
 AN0648
 AN0648.Superseded values are not recommended for survey control.
 AN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0648.See file dsdata.txt to determine how the superseded data were derived.
 AN0648
 AN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS284977(NAD 83)
 AN0648_MARKER: DB = BENCH MARK DISK
 AN0648_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0648+WITH SETTING: INTO GROUND
 AN0648_STAMPING: U 1195 1972
 AN0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0648+STABILITY: SURFACE MOTION
 AN0648
 AN0648  HISTORY     - Date     Condition        Report By
 AN0648  HISTORY     - 1972     MONUMENTED       NGS
 AN0648
 AN0648                          STATION DESCRIPTION
 AN0648
 AN0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0648'5.1 MI NW FROM VANDERBILT.
 AN0648'ABOUT 5.1 MILES NORTHWEST ALONG FARM TO MARKET ROAD NO. 234 FROM THE
 AN0648'MISSOURI PACIFIC RAILROAD STATION AT VANDERBILT, 0.1 MILE NORTH OF THE
 AN0648'JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST, 75 FEET NORTHEAST OF THE
 AN0648'MOST NORTHEASTERLY ONE OF 4 SMALL STORAGE TANKS OF THE MOBIL OIL CO,
 AN0648'59 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 21 FEET NORTH OF THE
 AN0648'CENTER LINE OF A SHELL DRIVEWAY, 16 FEET NORTHEAST OF A POWER LINE
 AN0648'POLE, 8 1/2 FEET NORTH OF A CORNER FENCE POST, 0.8 FOOT EAST OF A
 AN0648'FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE
 AN0648'LEVEL OF THE FARM ROAD, AND ON THE TOP OF A 4 FOOT COPPER COATED STEEL
 AN0648'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH WITH
 AN0648'THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 1 INCH
 AN0648'ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY GOING
 AN0648'5.05 MILES SOUTH ALONG FARM TO MARKET ROAD FROM THE CROSSING OF THE
 AN0648'SOUTHERN PACIFIC RAILROAD AT EL TORO, TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0686 ***********************************************************************
 AN0686  DESIGNATION -  U 1196
 AN0686  PID         -  AN0686
 AN0686  STATE/COUNTY-  TX/VICTORIA
 AN0686  USGS QUAD   -  PLACEDO (1995)
 AN0686
 AN0686                         *CURRENT SURVEY CONTROL
 AN0686  ___________________________________________________________________
 AN0686* NAD 83(1986)-  28 41 38.     (N)    096 50 00.     (W)     SCALED    
 AN0686* NAVD 88     -        15.673  (meters)      51.42   (feet)  ADJUSTED  
 AN0686  ___________________________________________________________________
 AN0686  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0686  DYNAMIC HT  -          15.650 (meters)      51.34  (feet)  COMP
 AN0686  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 AN0686
 AN0686  VERT ORDER  -  FIRST     CLASS I
 AN0686
 AN0686.The horizontal coordinates were scaled from a topographic map and have
 AN0686.an estimated accuracy of +/- 6 seconds.
 AN0686
 AN0686.The orthometric height was determined by differential leveling
 AN0686.and adjusted by the National Geodetic Survey in June 1991..
 AN0686
 AN0686.The geoid height was determined by GEOID03.
 AN0686
 AN0686.The dynamic height is computed by dividing the NAVD 88
 AN0686.geopotential number by the normal gravity value computed on the
 AN0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0686.degrees latitude (g = 980.6199 gals.).
 AN0686
 AN0686.The modeled gravity was interpolated from observed gravity values.
 AN0686
 AN0686;                    North         East    Units  Estimated Accuracy
 AN0686;SPC TXSC     - 4,097,340.      811,710.      MT  (+/- 180 meters Scaled)
 AN0686
 AN0686                          SUPERSEDED SURVEY CONTROL
 AN0686
 AN0686  NGVD 29 (??/??/92)   15.797  (m)           51.83   (f) ADJ UNCH    1 1
 AN0686
 AN0686.Superseded values are not recommended for survey control.
 AN0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0686.See file dsdata.txt to determine how the superseded data were derived.
 AN0686
 AN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS116759(NAD 83)
 AN0686_MARKER: DB = BENCH MARK DISK
 AN0686_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0686_SP_SET: 73 FEET
 AN0686_STAMPING: U 1196 1972
 AN0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0686
 AN0686  HISTORY     - Date     Condition        Report By
 AN0686  HISTORY     - 1972     MONUMENTED       NGS
 AN0686  HISTORY     - 1978     GOOD             NGS
 AN0686
 AN0686                          STATION DESCRIPTION
 AN0686
 AN0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0686'0.5 MI NW FROM PLACEDO.
 AN0686'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE CROSSING OF
 AN0686'THE MISSOURI PACIFIC RAILROAD AT PLACEDO, THENCE 0.1 MILE NORTHEAST
 AN0686'ALONG A DIRT ROAD, 91 FEET SOUTH OF THE CENTER OF THE CROSSING OF THE
 AN0686'ROAD AND THE SOUTHERN PACIFIC RAILROAD, 43 1/2 FEET SOUTHWEST OF THE
 AN0686'SOUTHWEST RAIL, 88 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 66
 AN0686'FEET SOUTHEAST OF A CORNER FENCE POST, 51 1/2 FEET SOUTHEAST OF
 AN0686'TELEPHONE POLE NUMBER E 61, 48 1/2 FEET SOUTHEAST OF A BRACE POLE FOR
 AN0686'A POWER LINE, 4 1/2 FEET NORTHEAST OF A FENCE, 262.0 FEET NORTHWEST OF
 AN0686'BENCH MARK V 1196, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 1
 AN0686'1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A COPPER
 AN0686'COATED ROD WHICH WAS DRIVEN TO REFUSAL AT A DEPTH OF 73 FEET
 AN0686'PROJECTING 0.5 FOOT AND IS PROTECTED BY A 4-INCH METAL PIPE WHICH IS
 AN0686'SET TO A DEPTH OF 32 FEET.  ACCESS TO THE MARK IS HAD BY REMOVING A
 AN0686'4-INCH SCREW CAP WHICH PROJECTS 1.0 FOOT ABOVE THE SURFACE OF THE
 AN0686'GROUND.  NOTE-- THE SOIL IN WHICH THE PIPE IS SET IS SURFACE SOIL AND
 AN0686'WHITE CLAY FROM 0 TO 19 FEET AND COARSE WHITE SAND FROM 19 TO 32 FEET.
 AN0686
 AN0686                          STATION RECOVERY (1978)
 AN0686
 AN0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0803 ***********************************************************************
 AN0803  DESIGNATION -  U 1197
 AN0803  PID         -  AN0803
 AN0803  STATE/COUNTY-  TX/JACKSON
 AN0803  USGS QUAD   -  MANSON (1995)
 AN0803
 AN0803                         *CURRENT SURVEY CONTROL
 AN0803  ___________________________________________________________________
 AN0803* NAD 83(1986)-  28 57 07.     (N)    096 30 13.     (W)     SCALED    
 AN0803* NAVD 88     -        15.58   (+/-2cm)      51.1    (feet)  VERTCON   
 AN0803  ___________________________________________________________________
 AN0803  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0803
 AN0803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0803
 AN0803.The horizontal coordinates were scaled from a topographic map and have
 AN0803.an estimated accuracy of +/- 6 seconds.
 AN0803
 AN0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0803.The vertical order pertains to the NGVD 29 superseded value.
 AN0803
 AN0803.The geoid height was determined by GEOID03.
 AN0803
 AN0803;                    North         East    Units  Estimated Accuracy
 AN0803;SPC TXSC     - 4,126,570.      843,310.      MT  (+/- 180 meters Scaled)
 AN0803
 AN0803                          SUPERSEDED SURVEY CONTROL
 AN0803
 AN0803  NGVD 29 (??/??/92)   15.589  (m)           51.14   (f) ADJ UNCH    2 0
 AN0803
 AN0803.Superseded values are not recommended for survey control.
 AN0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0803.See file dsdata.txt to determine how the superseded data were derived.
 AN0803
 AN0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT433052(NAD 83)
 AN0803_MARKER: DB = BENCH MARK DISK
 AN0803_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0803+WITH SETTING: INTO GROUND
 AN0803_STAMPING: U 1197 1972
 AN0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0803+STABILITY: SURFACE MOTION
 AN0803
 AN0803  HISTORY     - Date     Condition        Report By
 AN0803  HISTORY     - 1972     MONUMENTED       NGS
 AN0803
 AN0803                          STATION DESCRIPTION
 AN0803
 AN0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0803'9.25 MI SE FROM EDNA.
 AN0803'ABOUT 9.25 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0803'AT EDNA, OR ABOUT 6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE
 AN0803'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, THENCE 1.2 MILES WEST ALONG
 AN0803'STATE HIGHWAY 111, 137 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD
 AN0803'WHICH LEADS NORTH, 55 1/2 FEET NORTH OF THE CENTER LINE OF THE
 AN0803'HIGHWAY, 152 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM UNDERGROUND
 AN0803'TELEPHONE CABLE MARKER 5-83-8, 126 FEET EAST OF THE EAST CONCRETE
 AN0803'HEADWALL OF A CULVERT UNDER THE GRAVELED ROAD, 2 FEET SOUTH OF A
 AN0803'FENCE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 AN0803'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER
 AN0803'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL
 AN0803'WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE
 AN0803'WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0944 ***********************************************************************
 AX0944  DESIGNATION -  U 1198
 AX0944  PID         -  AX0944
 AX0944  STATE/COUNTY-  TX/FAYETTE
 AX0944  USGS QUAD   -  SCHULENBURG (1981)
 AX0944
 AX0944                         *CURRENT SURVEY CONTROL
 AX0944  ___________________________________________________________________
 AX0944* NAD 83(1986)-  29 39 27.     (N)    096 54 11.     (W)     SCALED    
 AX0944* NAVD 88     -       108.285  (meters)     355.26   (feet)  ADJUSTED  
 AX0944  ___________________________________________________________________
 AX0944  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX0944  DYNAMIC HT  -         108.134 (meters)     354.77  (feet)  COMP
 AX0944  MODELED GRAV-     979,242.6   (mgal)                       NAVD 88
 AX0944  OBS GRAVITY -     979,242.7   (mgal)                       GRAV_OBS
 AX0944
 AX0944  VERT ORDER  -  FIRST     CLASS I
 AX0944
 AX0944.The horizontal coordinates were scaled from a topographic map and have
 AX0944.an estimated accuracy of +/- 6 seconds.
 AX0944
 AX0944.The orthometric height was determined by differential leveling
 AX0944.and adjusted by the National Geodetic Survey in June 1991..
 AX0944
 AX0944.The geoid height was determined by GEOID03.
 AX0944
 AX0944.The dynamic height is computed by dividing the NAVD 88
 AX0944.geopotential number by the normal gravity value computed on the
 AX0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0944.degrees latitude (g = 980.6199 gals.).
 AX0944
 AX0944.The modeled gravity was interpolated from observed gravity values.
 AX0944.The observed gravity was obtained from relative gravimeter ties
 AX0944.to the IGSN71 gravity network.
 AX0944
 AX0944;                    North         East    Units  Estimated Accuracy
 AX0944;SPC TXSC     - 4,203,990.      802,980.      MT  (+/- 180 meters Scaled)
 AX0944
 AX0944                          SUPERSEDED SURVEY CONTROL
 AX0944
 AX0944  NGVD 29 (??/??/92)  108.254  (m)          355.16   (f) ADJ UNCH    1 1
 AX0944
 AX0944.Superseded values are not recommended for survey control.
 AX0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0944.See file dsdata.txt to determine how the superseded data were derived.
 AX0944
 AX0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT029826(NAD 83)
 AX0944_MARKER: DB = BENCH MARK DISK
 AX0944_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0944_SP_SET: 16 FEET
 AX0944_STAMPING: U 1198 1972
 AX0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0944
 AX0944  HISTORY     - Date     Condition        Report By
 AX0944  HISTORY     - 1972     MONUMENTED       NGS
 AX0944  HISTORY     - 1990     GOOD             USPSQD
 AX0944  HISTORY     - 19910608 GOOD             USPSQD
 AX0944  HISTORY     - 19970608 GOOD             USPSQD
 AX0944  HISTORY     - 20020812 GOOD             USPSQD
 AX0944  HISTORY     - 20040223 GOOD             USPSQD
 AX0944
 AX0944                          STATION DESCRIPTION
 AX0944
 AX0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0944'1.8 MI S FROM SCHULENBURG.
 AX0944'ABOUT 1.8 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0944'U.S. HIGHWAY 90 AT SCHULENBURG, ABOUT 0.25 MILE SOUTHEAST OF A
 AX0944'450-FOOT HIGH TELEVISION TOWER, 171 1/2 FEET NORTHEAST OF THE
 AX0944'NORTHEAST CORNER OF A METAL CORNER FENCE POST IN A FENCE AROUND A
 AX0944'TEXACO LIQUIFIED PETROLEUM TANK, 54 FEET WEST OF THE CENTER LINE OF
 AX0944'THE HIGHWAY, 48 FEET NORTH-NORTHWEST OF A 22-INCH ELM TREE, 41 FEET
 AX0944'SOUTH OF A POWER POLE, 1 FOOT EAST OF A FENCE, 0.8 FOOT WEST OF A
 AX0944'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 AX0944'ON THE TOP OF A COPPER COATED ROD WHICH PROJECTS 2 INCHES AND IS
 AX0944'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 4 INCHES.  THE ROD WAS
 AX0944'DRIVEN TO A DEPTH OF 16 FEET.
 AX0944
 AX0944                          STATION RECOVERY (1990)
 AX0944
 AX0944'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0944'RECOVERED IN GOOD CONDITION.
 AX0944
 AX0944                          STATION RECOVERY (1991)
 AX0944
 AX0944'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0944'RECOVERED IN GOOD CONDITION.
 AX0944
 AX0944                          STATION RECOVERY (1997)
 AX0944
 AX0944'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0944'RECOVERED IN GOOD CONDITION.
 AX0944
 AX0944                          STATION RECOVERY (2002)
 AX0944
 AX0944'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0944'RECOVERED IN GOOD CONDITION.
 AX0944
 AX0944                          STATION RECOVERY (2004)
 AX0944
 AX0944'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 AX0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1764 ***********************************************************************
 BK1764  DESIGNATION -  U 1199
 BK1764  PID         -  BK1764
 BK1764  STATE/COUNTY-  TX/ORANGE
 BK1764  USGS QUAD   -  ORANGEFIELD (1974)
 BK1764
 BK1764                         *CURRENT SURVEY CONTROL
 BK1764  ___________________________________________________________________
 BK1764* NAD 83(1986)-  30 05 40.     (N)    093 48 45.     (W)     SCALED    
 BK1764* NAVD 88     -         2.93   (+/-2cm)       9.6    (feet)  VERTCON   
 BK1764  ___________________________________________________________________
 BK1764  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK1764
 BK1764  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1764
 BK1764.The horizontal coordinates were scaled from a topographic map and have
 BK1764.an estimated accuracy of +/- 6 seconds.
 BK1764
 BK1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1764.The vertical order pertains to the NGVD 29 superseded value.
 BK1764
 BK1764.The geoid height was determined by GEOID03.
 BK1764
 BK1764;                    North         East    Units  Estimated Accuracy
 BK1764;SPC TX C     - 3,065,840.    1,328,220.      MT  (+/- 180 meters Scaled)
 BK1764
 BK1764                          SUPERSEDED SURVEY CONTROL
 BK1764
 BK1764  NGVD 29 (??/??/??)    2.887  (m)            9.47   (f) ADJUSTED    1 1
 BK1764
 BK1764.Superseded values are not recommended for survey control.
 BK1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1764.See file dsdata.txt to determine how the superseded data were derived.
 BK1764
 BK1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP217295(NAD 83)
 BK1764_MARKER: DB = BENCH MARK DISK
 BK1764_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1764_SP_SET: 56 FT.
 BK1764_STAMPING: U 1199 1972
 BK1764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1764
 BK1764  HISTORY     - Date     Condition        Report By
 BK1764  HISTORY     - 1972     MONUMENTED       NGS
 BK1764  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1764  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1764  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1764
 BK1764                          STATION DESCRIPTION
 BK1764
 BK1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1764'4.3 MI W FROM ORANGE.
 BK1764'ABOUT 4.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1764'STATION AT ORANGE, 0.5 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 62,
 BK1764'0.2 MILE WEST OF THE BAYOU PIPE LINE CROSSING UNDER TRACKS, 51 FEET
 BK1764'SOUTH OF THE CENTER LINE OF WEST TULANE ROAD (PAVED), 170 FEET EAST OF
 BK1764'THE NORTHEAST CORNER OF A BATTERY BOX, 20 1/2 FEET NORTH OF THE NORTH
 BK1764'RAIL OF THE MAIN TRACK, 5.7 FEET WEST OF MILE POST NO. 261 AND IN LINE
 BK1764'WITH A ROW OF POLES, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 3
 BK1764'FEET BELOW THE LEVEL OF THE RAILS, A DISK ON THE TOP OF A COPPER
 BK1764'COATED ROD 5/8-INCH DRIVEN TO A DEPTH OF 56 FEET, THE DISK PROJECTS 3
 BK1764'INCHES ABOVE THE LEVEL OF THE GROUND, AND ENCASED IN A 6-INCH IRON
 BK1764'PIPE THAT PROJECTS 5 INCHES.
 BK1764
 BK1764                          STATION RECOVERY (1986)
 BK1764
 BK1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1764'SEARCHED FOR BUT NOT RECOVERED.
 BK1764
 BK1764                          STATION RECOVERY (1988)
 BK1764
 BK1764'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1764'MARK NOT FOUND.
 BK1764
 BK1764                          STATION RECOVERY (2001)
 BK1764
 BK1764'RECOVERY NOTE BY US POWER SQUADRON 2001 (WDC)
 BK1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0260 ***********************************************************************
 BN0260  SACS        -  This is a Secondary Airport Control Station.
 BN0260  DESIGNATION -  U 120
 BN0260  PID         -  BN0260
 BN0260  STATE/COUNTY-  TX/MASON
 BN0260  USGS QUAD   -  MASON (1979)
 BN0260
 BN0260                         *CURRENT SURVEY CONTROL
 BN0260  ___________________________________________________________________
 BN0260* NAD 83(1993)-  30 44 29.70694(N)    099 10 30.59613(W)     ADJUSTED  
 BN0260* NAVD 88     -       472.821  (meters)    1551.25   (feet)  ADJUSTED  
 BN0260  ___________________________________________________________________
 BN0260  X           -    -874,932.790 (meters)                     COMP
 BN0260  Y           -  -5,416,873.808 (meters)                     COMP
 BN0260  Z           -   3,241,532.850 (meters)                     COMP
 BN0260  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BN0260  ELLIP HEIGHT-         450.22  (meters)          (07/06/01) GPS OBS
 BN0260  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BN0260  DYNAMIC HT  -         472.184 (meters)    1549.16  (feet)  COMP
 BN0260  MODELED GRAV-     979,278.0   (mgal)                       NAVD 88
 BN0260
 BN0260  HORZ ORDER  -  FIRST
 BN0260  VERT ORDER  -  SECOND    CLASS 0
 BN0260  ELLP ORDER  -  FOURTH    CLASS I
 BN0260
 BN0260.This mark is at Mason Co (T92) Airport (T92)
 BN0260
 BN0260.The horizontal coordinates were established by GPS observations
 BN0260.and adjusted by the National Geodetic Survey in September 1996..
 BN0260
 BN0260.The orthometric height was determined by differential leveling
 BN0260.and adjusted by the National Geodetic Survey in June 1991..
 BN0260.WARNING-GPS observations at this control monument resulted in a GPS
 BN0260.derived orthometric height which differed from the leveled height by
 BN0260.more than one decimeter (0.1 meter).
 BN0260
 BN0260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0260
 BN0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0260
 BN0260.The ellipsoidal height was determined by GPS observations
 BN0260.and is referenced to NAD 83.
 BN0260
 BN0260.The geoid height was determined by GEOID03.
 BN0260
 BN0260.The dynamic height is computed by dividing the NAVD 88
 BN0260.geopotential number by the normal gravity value computed on the
 BN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0260.degrees latitude (g = 980.6199 gals.).
 BN0260
 BN0260.The modeled gravity was interpolated from observed gravity values.
 BN0260
 BN0260;                    North         East     Units Scale Factor Converg.
 BN0260;SPC TX C     - 3,119,737.431   810,893.119   MT  0.99989196   +0 35 47.5
 BN0260;SPC TX C     -10,235,338.55  2,660,405.17   sFT  0.99989196   +0 35 47.5
 BN0260;UTM  14      - 3,400,976.764   483,232.694   MT  0.99960347   -0 05 22.3
 BN0260
 BN0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0260!SPC TX C     -   0.99992930  x   0.99989196  =   0.99982127
 BN0260!UTM  14      -   0.99992930  x   0.99960347  =   0.99953280
 BN0260
 BN0260                          SUPERSEDED SURVEY CONTROL
 BN0260
 BN0260  ELLIP H (09/06/96)  450.25   (m)                       GP(       ) 4 1
 BN0260  NGVD 29 (??/??/92)  472.768  (m)         1551.07   (f) ADJ UNCH    2 0
 BN0260
 BN0260.Superseded values are not recommended for survey control.
 BN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0260.See file dsdata.txt to determine how the superseded data were derived.
 BN0260
 BN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV8323300977(NAD 83)
 BN0260_MARKER: DB = BENCH MARK DISK
 BN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0260_STAMPING: U 120 1933
 BN0260_MARK LOGO: CGS   
 BN0260_PROJECTION: PROJECTING 8 CENTIMETERS
 BN0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0260+STABILITY: SURFACE MOTION
 BN0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0260+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 BN0260
 BN0260  HISTORY     - Date     Condition        Report By
 BN0260  HISTORY     - 1933     MONUMENTED       CGS
 BN0260  HISTORY     - 1967     GOOD             USGS
 BN0260  HISTORY     - 1982     GOOD             NGS
 BN0260  HISTORY     - 19950303 GOOD             NGS
 BN0260
 BN0260                          STATION DESCRIPTION
 BN0260
 BN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0260'3.3 MI E FROM MASON.
 BN0260'3.3 MILES EAST OF MASON ALONG LLANO-MASON ROAD ON SMALL RISE 250 FEET
 BN0260'EAST OF SMALL CONCRETE CULVERT AND IN THE SOUTH RIGHT OF WAY FENCE
 BN0260'LINE.
 BN0260
 BN0260                          STATION RECOVERY (1967)
 BN0260
 BN0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0260'RECOVERED IN GOOD CONDITION.
 BN0260
 BN0260                          STATION RECOVERY (1982)
 BN0260
 BN0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0260'5.6 KM (3.3 MI) EAST ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE IN
 BN0260'MASON, ON A SMALL RISE, SET IN THE SOUTH RIGHT-OF-WAY FENCE LINE,
 BN0260'141.7 METERS (465 FT) EAST OF THE SOUTH END OF A ONE CHANNEL CONCRETE
 BN0260'CULVERT, AND 86.8 METERS (285 FT) EAST OF THE CENTER OF A CATTLE GATE.
 BN0260'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0260'THE MARK IS 2.1 M ABOVE HIGHWAY.
 BN0260
 BN0260                          STATION RECOVERY (1995)
 BN0260
 BN0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0260'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF MASON, ALONG
 BN0260'STATE HIGHWAYY 29 FROM THE COURTHOUSE IN MASON.  ON A SMALL RISE, IN
 BN0260'THE SOUTH RIGHT-OF-WAY FENCE LINE.  TO REACH THE STATION FROM THE
 BN0260'JUNCTION OF U.S.  HIGHWAY 87, STATE HIGHWAY 29, AND FARM ROAD 386, AT
 BN0260'THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN MASON, GO EAST ON
 BN0260'STATE HIGHWAY 29, 1.0 KM (0.60 MI) TO THE BRIDGE OVER COMANCHE CREEK.
 BN0260'CONTINUE FOR 4.6 KM (2.85 MI) TO A SMALL RISE AND THE STATION ON THE
 BN0260'RIGHT.  STATION IS 139.0 M (456.0 FT) EAST OF THE SOUTH END OF A
 BN0260'CONCRETE CULVERT, 118.0 M (387.1 FT) SOUTHEAST OF THE CENTER OF A
 BN0260'POWERLINE CROSSING THE HIGHWAY, 86.0 M (282.2 FT) EAST OF THE CENTER
 BN0260'OF A GATE, 17.7 M (58.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.1 M
 BN0260'(6.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A
 BN0260'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE
 BN0260'THE GROUND SURFACE.  BY R.G.H.  THIS IS AN AIRPORT SAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0181 ***********************************************************************
 BL0181  DESIGNATION -  U 1200
 BL0181  PID         -  BL0181
 BL0181  STATE/COUNTY-  TX/JEFFERSON
 BL0181  USGS QUAD   -  NOME (1984)
 BL0181
 BL0181                         *CURRENT SURVEY CONTROL
 BL0181  ___________________________________________________________________
 BL0181* NAD 83(1986)-  30 02 19.     (N)    094 24 25.     (W)     SCALED    
 BL0181* NAVD 88     -        13.046  (meters)      42.80   (feet)  ADJUSTED  
 BL0181  ___________________________________________________________________
 BL0181  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0181  DYNAMIC HT  -          13.029 (meters)      42.75  (feet)  COMP
 BL0181  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 BL0181
 BL0181  VERT ORDER  -  FIRST     CLASS I
 BL0181
 BL0181.The horizontal coordinates were scaled from a topographic map and have
 BL0181.an estimated accuracy of +/- 6 seconds.
 BL0181
 BL0181.The orthometric height was determined by differential leveling
 BL0181.and adjusted by the National Geodetic Survey in June 1991..
 BL0181
 BL0181.The geoid height was determined by GEOID03.
 BL0181
 BL0181.The dynamic height is computed by dividing the NAVD 88
 BL0181.geopotential number by the normal gravity value computed on the
 BL0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0181.degrees latitude (g = 980.6199 gals.).
 BL0181
 BL0181.The modeled gravity was interpolated from observed gravity values.
 BL0181
 BL0181;                    North         East    Units  Estimated Accuracy
 BL0181;SPC TXSC     - 4,253,110.    1,042,850.      MT  (+/- 180 meters Scaled)
 BL0181
 BL0181                          SUPERSEDED SURVEY CONTROL
 BL0181
 BL0181  NGVD 29 (??/??/92)   13.056  (m)           42.83   (f) ADJ UNCH    1 1
 BL0181
 BL0181.Superseded values are not recommended for survey control.
 BL0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0181.See file dsdata.txt to determine how the superseded data were derived.
 BL0181
 BL0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP643238(NAD 83)
 BL0181_MARKER: DB = BENCH MARK DISK
 BL0181_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0181_SP_SET: 40 FT.
 BL0181_STAMPING: U 1200 1972
 BL0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0181
 BL0181  HISTORY     - Date     Condition        Report By
 BL0181  HISTORY     - 1972     MONUMENTED       NGS
 BL0181  HISTORY     - 19870903 MARK NOT FOUND   USPSQD
 BL0181  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0181  HISTORY     - 19900412 MARK NOT FOUND   USPSQD
 BL0181  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 BL0181  HISTORY     - 19940423 POOR             USPSQD
 BL0181  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0181  HISTORY     - 20010331 POOR             NGS
 BL0181  HISTORY     - 20030310 MARK NOT FOUND   USPSQD
 BL0181  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0181
 BL0181                          STATION DESCRIPTION
 BL0181
 BL0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0181'0.95 MI E FROM NOME.
 BL0181'ABOUT 0.95 MILE EAST ALONG US HIGHWAY 90 FROM THE POST OFFICE THENCE
 BL0181'IN THE NORTHEAST CORNER OF THE JUNCTION OF STATE HIGHWAY 326, 131 FEET
 BL0181'SOUTHEAST AND ACROSS HIGHWAY 326 FROM BENCH MARK N 1139, 65.5 FEET
 BL0181'NORTHEAST OF THE CENTER OF THE CROSSING OF HIGHWAY 326 AND THE
 BL0181'SOUTHERN PACIFIC RAILROAD.  50.5 FEET EAST OF THE CENTER LINE OF
 BL0181'HIGHWAY 326, 48.5 FEET SOUTH OF THE CENTER LINE OF OLD NOME ROAD, 29.8
 BL0181'FEET NORTH OF THE NORTH RAIL, 15.2 FEET NORTH BY NORTHWEST OF THE
 BL0181'NORTHWEST CORNER OF A SIGNAL CONTROL BOX - 3 1/2 FEET NORTHEAST OF A
 BL0181'TELEGRAPH POLE, 1.2 FEET WEST OF A METAL WITNESS POST AND ABOUT 2 FEET
 BL0181'BELOW THE LEVEL OF THE TRACK AND IS A DISK ON TOP OF A 5/8-INCH COPPER
 BL0181'COATED STEEL ROD AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS
 BL0181'0.3 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET FLUSH WITH THE
 BL0181'GROUND.
 BL0181
 BL0181                          STATION RECOVERY (1987)
 BL0181
 BL0181'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0181'MARK NOT FOUND.
 BL0181
 BL0181                          STATION RECOVERY (1988)
 BL0181
 BL0181'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0181'MARK NOT FOUND.
 BL0181
 BL0181                          STATION RECOVERY (1990)
 BL0181
 BL0181'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0181'MARK NOT FOUND.
 BL0181
 BL0181                          STATION RECOVERY (1993)
 BL0181
 BL0181'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0181'MARK NOT FOUND.
 BL0181
 BL0181                          STATION RECOVERY (1994)
 BL0181
 BL0181'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0181'MARK RECOVERED IN POOR CONDITION.
 BL0181
 BL0181                          STATION RECOVERY (2001)
 BL0181
 BL0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0181'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0181
 BL0181                          STATION RECOVERY (2001)
 BL0181
 BL0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0181'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0181
 BL0181                          STATION RECOVERY (2003)
 BL0181
 BL0181'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0181'MARK NOT FOUND.
 BL0181
 BL0181                          STATION RECOVERY (2004)
 BL0181
 BL0181'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1570 ***********************************************************************
 AW1570  DESIGNATION -  U 1201
 AW1570  PID         -  AW1570
 AW1570  STATE/COUNTY-  TX/HARRIS
 AW1570  USGS QUAD   -  LEAGUE CITY (1995)
 AW1570
 AW1570                         *CURRENT SURVEY CONTROL
 AW1570  ___________________________________________________________________
 AW1570* NAD 83(1986)-  29 36 16.     (N)    095 01 55.     (W)     SCALED    
 AW1570* NAVD 88     -         2.757  (meters)       9.05   (feet)  ADJUSTED  
 AW1570  ___________________________________________________________________
 AW1570  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW1570  DYNAMIC HT  -           2.754 (meters)       9.04  (feet)  COMP
 AW1570  MODELED GRAV-     979,276.1   (mgal)                       NAVD 88
 AW1570
 AW1570  VERT ORDER  -  FIRST     CLASS II
 AW1570
 AW1570.The horizontal coordinates were scaled from a topographic map and have
 AW1570.an estimated accuracy of +/- 6 seconds.
 AW1570
 AW1570.The orthometric height was determined by differential leveling
 AW1570.and adjusted by the National Geodetic Survey in June 1991..
 AW1570
 AW1570.The geoid height was determined by GEOID03.
 AW1570
 AW1570.The dynamic height is computed by dividing the NAVD 88
 AW1570.geopotential number by the normal gravity value computed on the
 AW1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1570.degrees latitude (g = 980.6199 gals.).
 AW1570
 AW1570.The modeled gravity was interpolated from observed gravity values.
 AW1570
 AW1570;                    North         East    Units  Estimated Accuracy
 AW1570;SPC TXSC     - 4,202,810.      984,250.      MT  (+/- 180 meters Scaled)
 AW1570
 AW1570                          SUPERSEDED SURVEY CONTROL
 AW1570
 AW1570  NGVD 29 (12/23/87)    2.754  (m)            9.04   (f) ADJUSTED    1 2
 AW1570
 AW1570.Superseded values are not recommended for survey control.
 AW1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1570.See file dsdata.txt to determine how the superseded data were derived.
 AW1570
 AW1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN032766(NAD 83)
 AW1570_MARKER: DB = BENCH MARK DISK
 AW1570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1570_SP_SET: CATCH BASIN
 AW1570_STAMPING: U 1201 1973
 AW1570_MARK LOGO: NGS   
 AW1570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1570+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW1570
 AW1570  HISTORY     - Date     Condition        Report By
 AW1570  HISTORY     - 1973     MONUMENTED       NGS
 AW1570  HISTORY     - 1974     GOOD
 AW1570  HISTORY     - 1978     GOOD             NGS
 AW1570  HISTORY     - 1983     GOOD             NGS
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             USPSQD
 AW1570  HISTORY     - 1987     GOOD             NGS
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1988     GOOD             USPSQD
 AW1570  HISTORY     - 1989     GOOD             USPSQD
 AW1570  HISTORY     - 1989     GOOD             USPSQD
 AW1570  HISTORY     - 1989     GOOD             USPSQD
 AW1570  HISTORY     - 1989     GOOD             USPSQD
 AW1570  HISTORY     - 1989     GOOD             USPSQD
 AW1570  HISTORY     - 1989     GOOD             USPSQD
 AW1570  HISTORY     - 1989     GOOD             USPSQD
 AW1570  HISTORY     - 1990     GOOD             USPSQD
 AW1570  HISTORY     - 1990     GOOD             USPSQD
 AW1570  HISTORY     - 19910216 GOOD             USPSQD
 AW1570  HISTORY     - 19931122 GOOD             USPSQD
 AW1570  HISTORY     - 20000310 GOOD             USPSQD
 AW1570  HISTORY     - 20010127 GOOD             USPSQD
 AW1570  HISTORY     - 20010331 GOOD             NGS
 AW1570  HISTORY     - 20031107 GOOD             USPSQD
 AW1570  HISTORY     - 20050116 GOOD             USPSQD
 AW1570
 AW1570                          STATION DESCRIPTION
 AW1570
 AW1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1570'2.8 MI N FROM SEABROOK.
 AW1570'ABOUT 2.8 MILES NORTH ALONG STATE HWY. 146 FROM THE INTERSECTION OF
 AW1570'NASA RD. 1 AT SEABROOK, ABOUT 93 FEET NORTHEAST OF THE NORTHEAST
 AW1570'CORNER OF THE SOUTH CONCRETE ABUTMENT OF THE OVERPASS OVER PORT RD.,
 AW1570'61 FEET EAST OF THE MOST EASTERNLY ONE OF 8 CONCRETE PILING, 53 FEET
 AW1570'SOUTH OF THE CENTER LINE OF THE MEDIAN IN THE CENTER OF PORT RD., 35
 AW1570'FEET WEST OF THE WEST CONCRETE CURB OF THE ACCESS ROAD TO PORT RD.,
 AW1570'SET IN THE TOP OF THE WEST SIDE OF THE CONCRETE WALL OF A 3 X 3 FT.
 AW1570'CATCH BASIN WHICH IS 9 FEET DEEP AND 2 INCHES BELOW THE SURFACE OF THE
 AW1570'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 AW1570
 AW1570                          STATION RECOVERY (1974)
 AW1570
 AW1570'RECOVERED 1974
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1978)
 AW1570
 AW1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1983)
 AW1570
 AW1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (MLQ)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1987)
 AW1570
 AW1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1988)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1989)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1989)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (PT)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1989)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1989)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1989)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1989)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1989)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1990)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1990)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1991)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (1993)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (2000)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (2001)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMZ)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (2001)
 AW1570
 AW1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1570'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1570
 AW1570                          STATION RECOVERY (2003)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1570'RECOVERED IN GOOD CONDITION.
 AW1570
 AW1570                          STATION RECOVERY (2005)
 AW1570
 AW1570'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0381 ***********************************************************************
 AW0381  DESIGNATION -  U 1202
 AW0381  PID         -  AW0381
 AW0381  STATE/COUNTY-  TX/HARRIS
 AW0381  USGS QUAD   -  JACINTO CITY (1982)
 AW0381
 AW0381                         *CURRENT SURVEY CONTROL
 AW0381  ___________________________________________________________________
 AW0381* NAD 83(1986)-  29 49 57.     (N)    095 12 41.     (W)     SCALED    
 AW0381* NAVD 88     -        11.287  (meters)      37.03   (feet)  ADJUSTED  
 AW0381  ___________________________________________________________________
 AW0381  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0381  DYNAMIC HT  -          11.272 (meters)      36.98  (feet)  COMP
 AW0381  MODELED GRAV-     979,293.8   (mgal)                       NAVD 88
 AW0381
 AW0381  VERT ORDER  -  FIRST     CLASS I
 AW0381
 AW0381.The horizontal coordinates were scaled from a topographic map and have
 AW0381.an estimated accuracy of +/- 6 seconds.
 AW0381
 AW0381.The orthometric height was determined by differential leveling
 AW0381.and adjusted by the National Geodetic Survey in June 1991..
 AW0381
 AW0381.The geoid height was determined by GEOID03.
 AW0381
 AW0381.The dynamic height is computed by dividing the NAVD 88
 AW0381.geopotential number by the normal gravity value computed on the
 AW0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0381.degrees latitude (g = 980.6199 gals.).
 AW0381
 AW0381.The modeled gravity was interpolated from observed gravity values.
 AW0381
 AW0381;                    North         East    Units  Estimated Accuracy
 AW0381;SPC TXSC     - 4,227,490.      966,060.      MT  (+/- 180 meters Scaled)
 AW0381
 AW0381                          SUPERSEDED SURVEY CONTROL
 AW0381
 AW0381  NGVD 29 (12/23/87)   11.285  (m)           37.02   (f) ADJUSTED    1 1
 AW0381
 AW0381.Superseded values are not recommended for survey control.
 AW0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0381.See file dsdata.txt to determine how the superseded data were derived.
 AW0381
 AW0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP863022(NAD 83)
 AW0381_MARKER: DB = BENCH MARK DISK
 AW0381_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW0381+WITH SETTING: INFORMATION.
 AW0381_SP_SET: SHALLOW-SET METAL ROD
 AW0381_STAMPING: U 1202 1972
 AW0381_MARK LOGO: NGS   
 AW0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0381
 AW0381  HISTORY     - Date     Condition        Report By
 AW0381  HISTORY     - 1972     MONUMENTED       NGS
 AW0381  HISTORY     - 1978     GOOD             NGS
 AW0381  HISTORY     - 1983     GOOD             NGS
 AW0381  HISTORY     - 1986     GOOD             NGS
 AW0381  HISTORY     - 1987     GOOD             USPSQD
 AW0381  HISTORY     - 1987     GOOD             USPSQD
 AW0381  HISTORY     - 19880817 GOOD             USPSQD
 AW0381  HISTORY     - 19940911 GOOD             USPSQD
 AW0381
 AW0381                          STATION DESCRIPTION
 AW0381
 AW0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0381'5.65 MI SW FROM SHELDON.
 AW0381'ABOUT 5.65 MILES SOUTHWEST ALONG US HIGHWAY 90 FROM THE INTERSECTION
 AW0381'OF SHELDON ROAD, AT THE INTERSECTION OF HIGHWAY 526, 121 FEET
 AW0381'NORTHWEST AND ACROSS THE TRACKS FROM THE CENTER OF LINE OF US HIGHWAY
 AW0381'90, 77.7 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 526, 24
 AW0381'FEET NORTHWEST OF THE NORTHWEST RAIL, 3.8 FEET SOUTHEAST OF A
 AW0381'TELEPHONE POLE, 3.3 FEET NORTHWEST OF THE NORTHEAST ONE OF THREE LARGE
 AW0381'WOODEN POLES SUPPORTING A SIGN, 1.4 FEET SOUTHWEST OF A METAL WITNESS
 AW0381'POST ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A
 AW0381'4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD PROTECTED BY A
 AW0381'6-INCH METAL PIPE PROJECTING 0.1 FOOT.
 AW0381
 AW0381                          STATION RECOVERY (1978)
 AW0381
 AW0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0381'RECOVERED IN GOOD CONDITION.
 AW0381
 AW0381                          STATION RECOVERY (1983)
 AW0381
 AW0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0381'RECOVERED IN GOOD CONDITION.
 AW0381
 AW0381                          STATION RECOVERY (1986)
 AW0381
 AW0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0381'RECOVERED IN GOOD CONDITION.
 AW0381
 AW0381                          STATION RECOVERY (1987)
 AW0381
 AW0381'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0381'RECOVERED IN GOOD CONDITION.
 AW0381
 AW0381                          STATION RECOVERY (1987)
 AW0381
 AW0381'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0381'RECOVERED IN GOOD CONDITION.
 AW0381
 AW0381                          STATION RECOVERY (1988)
 AW0381
 AW0381'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0381'RECOVERED IN GOOD CONDITION.
 AW0381
 AW0381                          STATION RECOVERY (1994)
 AW0381
 AW0381'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0839 ***********************************************************************
 BL0839  DESIGNATION -  U 1203
 BL0839  PID         -  BL0839
 BL0839  STATE/COUNTY-  TX/WALKER
 BL0839  USGS QUAD   -  NEW WAVERLY (1976)
 BL0839
 BL0839                         *CURRENT SURVEY CONTROL
 BL0839  ___________________________________________________________________
 BL0839* NAD 83(1986)-  30 32 17.     (N)    095 28 56.     (W)     SCALED    
 BL0839* NAVD 88     -       110.357  (meters)     362.06   (feet)  ADJUSTED  
 BL0839  ___________________________________________________________________
 BL0839  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL0839  DYNAMIC HT  -         110.212 (meters)     361.59  (feet)  COMP
 BL0839  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 BL0839  OBS GRAVITY -     979,320.6   (mgal)                       GRAV_OBS
 BL0839
 BL0839  VERT ORDER  -  FIRST     CLASS I
 BL0839
 BL0839.The horizontal coordinates were scaled from a topographic map and have
 BL0839.an estimated accuracy of +/- 6 seconds.
 BL0839
 BL0839.The orthometric height was determined by differential leveling
 BL0839.and adjusted by the National Geodetic Survey in June 1991..
 BL0839
 BL0839.The geoid height was determined by GEOID03.
 BL0839
 BL0839.The dynamic height is computed by dividing the NAVD 88
 BL0839.geopotential number by the normal gravity value computed on the
 BL0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0839.degrees latitude (g = 980.6199 gals.).
 BL0839
 BL0839.The modeled gravity was interpolated from observed gravity values.
 BL0839.The observed gravity was obtained from relative gravimeter ties
 BL0839.to the IGSN71 gravity network.
 BL0839
 BL0839;                    North         East    Units  Estimated Accuracy
 BL0839;SPC TX C     - 3,106,750.    1,165,330.      MT  (+/- 180 meters Scaled)
 BL0839
 BL0839                          SUPERSEDED SURVEY CONTROL
 BL0839
 BL0839  NGVD 29 (12/23/87)  110.363  (m)          362.08   (f) ADJUSTED    1 1
 BL0839
 BL0839.Superseded values are not recommended for survey control.
 BL0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0839.See file dsdata.txt to determine how the superseded data were derived.
 BL0839
 BL0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP618810(NAD 83)
 BL0839_MARKER: DB = BENCH MARK DISK
 BL0839_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0839_SP_SET: COPPER-CLAD STEEL ROD
 BL0839_STAMPING: U 1203 1973
 BL0839_MARK LOGO: NGS   
 BL0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0839
 BL0839  HISTORY     - Date     Condition        Report By
 BL0839  HISTORY     - 1973     MONUMENTED       NGS
 BL0839  HISTORY     - 1978     GOOD             NGS
 BL0839  HISTORY     - 1987     GOOD             NGS
 BL0839  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 BL0839
 BL0839                          STATION DESCRIPTION
 BL0839
 BL0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0839'IN NEW WAVERLY.
 BL0839'ABOUT 0.95 MILE NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0839'CROSSING OF FARM ROAD 150 AT NEW WAVERLY, ABOUT 186.4 FEET NORTH OF
 BL0839'THE CENTER LINE OF FARM ROAD 150, 62.5 FEET WEST OF THE WEST RAIL OF
 BL0839'THE MAIN TRACK, 11.6 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 13.3
 BL0839'FEET EAST OF THE EAST RAIL OF A SPUR TRACK, 4 1/2 FEET SOUTH OF A
 BL0839'TELEPHONE POLE, 1 FOOT NORTH OF A METAL WITNESS POST, 1/2-FOOT BELOW
 BL0839'THE LEVEL OF THE RAIL, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER
 BL0839'COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS
 BL0839'0.1 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 25 FEET.
 BL0839
 BL0839                          STATION RECOVERY (1978)
 BL0839
 BL0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0839'RECOVERED IN GOOD CONDITION.
 BL0839
 BL0839                          STATION RECOVERY (1987)
 BL0839
 BL0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0839'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN NEW WAVERLY,
 BL0839'AT THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD AND FARM ROAD
 BL0839'150.  DELETE--4 1/2 FEET SOUTH OF A TELEPHONE POLE.
 BL0839
 BL0839                          STATION RECOVERY (2002)
 BL0839
 BL0839'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BL0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1503 ***********************************************************************
 AW1503  DESIGNATION -  U 1204
 AW1503  PID         -  AW1503
 AW1503  STATE/COUNTY-  TX/CHAMBERS
 AW1503  USGS QUAD   -  UMBRELLA POINT (1994)
 AW1503
 AW1503                         *CURRENT SURVEY CONTROL
 AW1503  ___________________________________________________________________
 AW1503* NAD 83(1986)-  29 41 29.     (N)    094 52 07.     (W)     SCALED    
 AW1503* NAVD 88     -         5.91   (+/-2cm)      19.4    (feet)  VERTCON   
 AW1503  ___________________________________________________________________
 AW1503  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1503  OBS GRAVITY -     979,283.4   (mgal)                       GRAV_OBS
 AW1503
 AW1503  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1503
 AW1503.The horizontal coordinates were scaled from a topographic map and have
 AW1503.an estimated accuracy of +/- 6 seconds.
 AW1503
 AW1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1503.The vertical order pertains to the NGVD 29 superseded value.
 AW1503
 AW1503.The geoid height was determined by GEOID03.
 AW1503.The observed gravity was obtained from relative gravimeter ties
 AW1503.to the IGSN71 gravity network.
 AW1503
 AW1503;                    North         East    Units  Estimated Accuracy
 AW1503;SPC TXSC     - 4,212,980.      999,720.      MT  (+/- 180 meters Scaled)
 AW1503
 AW1503                          SUPERSEDED SURVEY CONTROL
 AW1503
 AW1503  NGVD 29 (??/??/92)    5.913  (m)           19.40   (f) ADJ UNCH    1 2
 AW1503
 AW1503.Superseded values are not recommended for survey control.
 AW1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1503.See file dsdata.txt to determine how the superseded data were derived.
 AW1503
 AW1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN192860(NAD 83)
 AW1503_MARKER: DB = BENCH MARK DISK
 AW1503_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1503_SP_SET: 40 FT.
 AW1503_STAMPING: U 1204 1973
 AW1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1503
 AW1503  HISTORY     - Date     Condition        Report By
 AW1503  HISTORY     - 1973     MONUMENTED       NGS
 AW1503  HISTORY     - 1978     GOOD             NGS
 AW1503  HISTORY     - 1989     GOOD             USPSQD
 AW1503  HISTORY     - 1990     GOOD             USPSQD
 AW1503  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1503
 AW1503                          STATION DESCRIPTION
 AW1503
 AW1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1503'10.25 MI SE FROM BAYTOWN.
 AW1503'ABOUT 1 BLOCK SOUTH ALONG N. GAILLARD ST. FROM THE POST OFFICE AT
 AW1503'BAYTOWN, THENCE 1.05 MILES EAST ALONG EAST TEXAS AVE., THENCE 4.95
 AW1503'MILES SOUTHEAST ALONG TRI-CITY BEACH RD., THENCE 4.25 MILES NORTHEAST
 AW1503'ALONG FARM ROAD 2354, ABOUT 60 FEET WEST OF THE CENTER LINE OF THE
 AW1503'ROAD, 128 1/2 FEET SOUTHWEST OF AND ACROSS FROM THE ROAD FROM A
 AW1503'TELEPHONE CABLE BOX 12, 36 FEET SOUTH OF A T-FENCE CORNER POST, 24
 AW1503'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD AND WIRE GATE, 1 FOOT
 AW1503'EAST OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AW1503'THE ROAD, AND SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD 3
 AW1503'INCHES ABOVE THE LEVEL OF THE ROAD, AND PROTECTED BY A 6-INCH IRON
 AW1503'PIPE WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 40
 AW1503'FEET.
 AW1503
 AW1503                          STATION RECOVERY (1978)
 AW1503
 AW1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1503'RECOVERED IN GOOD CONDITION.
 AW1503
 AW1503                          STATION RECOVERY (1989)
 AW1503
 AW1503'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1503'RECOVERED IN GOOD CONDITION.
 AW1503
 AW1503                          STATION RECOVERY (1990)
 AW1503
 AW1503'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW1503'RECOVERED IN GOOD CONDITION.
 AW1503
 AW1503                          STATION RECOVERY (2001)
 AW1503
 AW1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1503'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0094 ***********************************************************************
 AW0094  DESIGNATION -  U 1206
 AW0094  PID         -  AW0094
 AW0094  STATE/COUNTY-  TX/BRAZORIA
 AW0094  USGS QUAD   -  LAKE JACKSON (1974)
 AW0094
 AW0094                         *CURRENT SURVEY CONTROL
 AW0094  ___________________________________________________________________
 AW0094* NAD 83(1986)-  29 00 51.     (N)    095 23 33.     (W)     SCALED    
 AW0094* NAVD 88     -         2.26   (+/-2cm)       7.4    (feet)  VERTCON   
 AW0094  ___________________________________________________________________
 AW0094  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AW0094
 AW0094  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0094
 AW0094.The horizontal coordinates were scaled from a topographic map and have
 AW0094.an estimated accuracy of +/- 6 seconds.
 AW0094
 AW0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0094.The vertical order pertains to the NGVD 29 superseded value.
 AW0094
 AW0094.The geoid height was determined by GEOID03.
 AW0094
 AW0094;                    North         East    Units  Estimated Accuracy
 AW0094;SPC TXSC     - 4,136,290.      951,370.      MT  (+/- 180 meters Scaled)
 AW0094
 AW0094                          SUPERSEDED SURVEY CONTROL
 AW0094
 AW0094  NGVD 29 (??/??/92)    2.274  (m)            7.46   (f) ADJ UNCH    1 1
 AW0094
 AW0094.Superseded values are not recommended for survey control.
 AW0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0094.See file dsdata.txt to determine how the superseded data were derived.
 AW0094
 AW0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN669119(NAD 83)
 AW0094_MARKER: DB = BENCH MARK DISK
 AW0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0094_SP_SET: CONCRETE BASE
 AW0094_STAMPING: U 1206 1973
 AW0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0094+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AW0094
 AW0094  HISTORY     - Date     Condition        Report By
 AW0094  HISTORY     - 1973     MONUMENTED       NGS
 AW0094  HISTORY     - 1978     GOOD             NGS
 AW0094  HISTORY     - 1989     GOOD             USPSQD
 AW0094  HISTORY     - 1990     GOOD             USPSQD
 AW0094  HISTORY     - 19920613 GOOD             USPSQD
 AW0094  HISTORY     - 19980425 GOOD             USPSQD
 AW0094  HISTORY     - 20041106 GOOD             USPSQD
 AW0094
 AW0094                          STATION DESCRIPTION
 AW0094
 AW0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0094'0.3 MI S FROM CLUTE.
 AW0094'0.3 MILE SOUTH ALONG STATE HIGHWAY 288 FROM THE CROSSING OF THE
 AW0094'MISSOURI PACIFIC RAILROAD AT CLUTE, AT THE CROSSING OF A STEEL TOWER
 AW0094'POWER TRANSMISSION LINE, IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 AW0094'BASE OF THE WEST STEEL LEG OF TOWER 214, 104 FEET EAST OF THE CENTER
 AW0094'LINE OF THE EAST LANES OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE
 AW0094'HIGHWAY.
 AW0094
 AW0094                          STATION RECOVERY (1978)
 AW0094
 AW0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0094'RECOVERED IN GOOD CONDITION.
 AW0094
 AW0094                          STATION RECOVERY (1989)
 AW0094
 AW0094'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0094'RECOVERED IN GOOD CONDITION.
 AW0094
 AW0094                          STATION RECOVERY (1990)
 AW0094
 AW0094'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0094'RECOVERED IN GOOD CONDITION.
 AW0094
 AW0094                          STATION RECOVERY (1992)
 AW0094
 AW0094'RECOVERY NOTE BY US POWER SQUADRON 1992 (RAC)
 AW0094'RECOVERED IN GOOD CONDITION.
 AW0094
 AW0094                          STATION RECOVERY (1998)
 AW0094
 AW0094'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0094'RECOVERED IN GOOD CONDITION.
 AW0094
 AW0094                          STATION RECOVERY (2004)
 AW0094
 AW0094'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0094'GO TO N 29 00 52.3 W 095 23 56.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1186 ***********************************************************************
 AW1186  DESIGNATION -  U 1207
 AW1186  PID         -  AW1186
 AW1186  STATE/COUNTY-  TX/BRAZORIA
 AW1186  USGS QUAD   -  BRAZORIA (1952)
 AW1186
 AW1186                         *CURRENT SURVEY CONTROL
 AW1186  ___________________________________________________________________
 AW1186* NAD 83(1986)-  29 04 46.     (N)    095 32 01.     (W)     SCALED    
 AW1186* NAVD 88     -         9.24   (+/-2cm)      30.3    (feet)  VERTCON   
 AW1186  ___________________________________________________________________
 AW1186  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW1186
 AW1186  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1186
 AW1186.The horizontal coordinates were scaled from a topographic map and have
 AW1186.an estimated accuracy of +/- 6 seconds.
 AW1186
 AW1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1186.The vertical order pertains to the NGVD 29 superseded value.
 AW1186
 AW1186.The geoid height was determined by GEOID03.
 AW1186
 AW1186;                    North         East    Units  Estimated Accuracy
 AW1186;SPC TXSC     - 4,143,100.      937,410.      MT  (+/- 180 meters Scaled)
 AW1186
 AW1186                          SUPERSEDED SURVEY CONTROL
 AW1186
 AW1186  NGVD 29 (??/??/92)    9.256  (m)           30.37   (f) ADJ UNCH    1 1
 AW1186
 AW1186.Superseded values are not recommended for survey control.
 AW1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1186.See file dsdata.txt to determine how the superseded data were derived.
 AW1186
 AW1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN533194(NAD 83)
 AW1186_MARKER: DB = BENCH MARK DISK
 AW1186_SETTING: 0 = UNSPECIFIED SETTING
 AW1186_STAMPING: U 1207 1972
 AW1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1186
 AW1186  HISTORY     - Date     Condition        Report By
 AW1186  HISTORY     - 1972     MONUMENTED       NGS
 AW1186  HISTORY     - 1973     GOOD             NGS
 AW1186  HISTORY     - 1978     GOOD             NGS
 AW1186
 AW1186                          STATION DESCRIPTION
 AW1186
 AW1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1186'3.1 MI NE FROM BRAZORIA.
 AW1186'3.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FIRE
 AW1186'STATION AT BRAZORIA, ACROSS THE TRACK FROM MILE POLE 312.0, SET IN THE
 AW1186'TOP AND 5.9 FEET NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 AW1186'ABUTMENT OF BRIDGE 312.0, 6.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AW1186'AND ABOUT 1.5 FEET BELOW THE TRACK.
 AW1186
 AW1186                          STATION RECOVERY (1978)
 AW1186
 AW1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1093 ***********************************************************************
 AW1093  DESIGNATION -  U 1208
 AW1093  PID         -  AW1093
 AW1093  STATE/COUNTY-  TX/HARRIS
 AW1093  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1093
 AW1093                         *CURRENT SURVEY CONTROL
 AW1093  ___________________________________________________________________
 AW1093* NAD 83(1986)-  29 33 15.     (N)    095 08 06.     (W)     SCALED    
 AW1093* NAVD 88     -         8.679  (meters)      28.47   (feet)  ADJUSTED  
 AW1093  ___________________________________________________________________
 AW1093  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1093  DYNAMIC HT  -           8.667 (meters)      28.43  (feet)  COMP
 AW1093  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 AW1093
 AW1093  VERT ORDER  -  FIRST     CLASS I
 AW1093
 AW1093.The horizontal coordinates were scaled from a topographic map and have
 AW1093.an estimated accuracy of +/- 6 seconds.
 AW1093
 AW1093.The orthometric height was determined by differential leveling
 AW1093.and adjusted by the National Geodetic Survey in June 1991..
 AW1093
 AW1093.The geoid height was determined by GEOID03.
 AW1093
 AW1093.The dynamic height is computed by dividing the NAVD 88
 AW1093.geopotential number by the normal gravity value computed on the
 AW1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1093.degrees latitude (g = 980.6199 gals.).
 AW1093
 AW1093.The modeled gravity was interpolated from observed gravity values.
 AW1093
 AW1093;                    North         East    Units  Estimated Accuracy
 AW1093;SPC TXSC     - 4,196,900.      974,460.      MT  (+/- 180 meters Scaled)
 AW1093
 AW1093                          SUPERSEDED SURVEY CONTROL
 AW1093
 AW1093  NGVD 29 (12/23/87)    8.675  (m)           28.46   (f) ADJUSTED    1 1
 AW1093
 AW1093.Superseded values are not recommended for survey control.
 AW1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1093.See file dsdata.txt to determine how the superseded data were derived.
 AW1093
 AW1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN931712(NAD 83)
 AW1093_MARKER: DB = BENCH MARK DISK
 AW1093_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW1093+WITH SETTING: INTO GROUND
 AW1093_SP_SET: METAL ROD WITH BASE PLATE
 AW1093_STAMPING: U 1208 1973
 AW1093_MARK LOGO: NGS   
 AW1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1093+STABILITY: SURFACE MOTION
 AW1093
 AW1093  HISTORY     - Date     Condition        Report By
 AW1093  HISTORY     - 1973     MONUMENTED       NGS
 AW1093  HISTORY     - 1974     GOOD             NGS
 AW1093  HISTORY     - 1976     GOOD             NGS
 AW1093  HISTORY     - 1976     GOOD             NGS
 AW1093  HISTORY     - 1978     GOOD             NGS
 AW1093  HISTORY     - 1983     GOOD             NGS
 AW1093  HISTORY     - 1987     GOOD             USPSQD
 AW1093  HISTORY     - 1987     GOOD             USPSQD
 AW1093  HISTORY     - 1987     GOOD             USPSQD
 AW1093  HISTORY     - 1987     GOOD             USPSQD
 AW1093  HISTORY     - 1987     GOOD             USPSQD
 AW1093  HISTORY     - 1987     GOOD             USPSQD
 AW1093  HISTORY     - 1987     GOOD             NGS
 AW1093  HISTORY     - 1988     GOOD             USPSQD
 AW1093  HISTORY     - 1988     GOOD             USPSQD
 AW1093  HISTORY     - 1988     GOOD             USPSQD
 AW1093  HISTORY     - 1989     GOOD             USPSQD
 AW1093  HISTORY     - 1989     GOOD             USPSQD
 AW1093  HISTORY     - 1989     GOOD             USPSQD
 AW1093  HISTORY     - 19890120 GOOD             USPSQD
 AW1093  HISTORY     - 1990     GOOD             USPSQD
 AW1093  HISTORY     - 19931122 GOOD             USPSQD
 AW1093  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 AW1093
 AW1093                          STATION DESCRIPTION
 AW1093
 AW1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1093'1.55 MI NW FROM WEBSTER.
 AW1093'1.55 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF NASA 1
 AW1093'HIGHWAY AT WEBSTER, AT THE NORTH CORNER OF THE HOUSTON-METRO AIRLINES
 AW1093'HANGAR, 3.0 FEET SOUTHEAST OF THE NORTH CORNER OF THE HANGAR, 38 FEET
 AW1093'SOUTH OF THE SOUTH CORNER OF THE TERMINAL BUILDING, 325 FEET SOUTHWEST
 AW1093'OF THE CENTER LINE OF THE HIGHWAY, 20.6 FEET NORTHWEST OF A CHAIN LINK
 AW1093'FENCE, 0.8 FOOT NORTHEAST OF THE NORTHEAST SIDE OF THE HANGAR, A DISK
 AW1093'ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG AND
 AW1093'HAS A BASE PLATE ATTACHED, THE UPPER PORTION OF THE ROD IS ENCASED IN
 AW1093'A 4-INCH IRON PIPE, AND IS ABOUT 3-INCHES BELOW THE LEVEL OF THE
 AW1093'GROUND.
 AW1093
 AW1093                          STATION RECOVERY (1974)
 AW1093
 AW1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1976)
 AW1093
 AW1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1976)
 AW1093
 AW1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1978)
 AW1093
 AW1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1983)
 AW1093
 AW1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1987)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1987)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1987)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1987)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1987)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1987)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1987)
 AW1093
 AW1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1988)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1988)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1988)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1989)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1989)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1989)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1989)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1990)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (1993)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1093'RECOVERED IN GOOD CONDITION.
 AW1093
 AW1093                          STATION RECOVERY (2005)
 AW1093
 AW1093'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1093'THIS IS NOW A CONCRETE SHOW ROOM FOR A CAR DEALER.  JEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0047 ***********************************************************************
 AW0047  DESIGNATION -  U 1209
 AW0047  PID         -  AW0047
 AW0047  STATE/COUNTY-  TX/BRAZORIA
 AW0047  USGS QUAD   -  OYSTER CREEK (1974)
 AW0047
 AW0047                         *CURRENT SURVEY CONTROL
 AW0047  ___________________________________________________________________
 AW0047* NAD 83(1986)-  29 04 32.     (N)    095 18 24.     (W)     SCALED    
 AW0047* NAVD 88     -         1.42   (+/-2cm)       4.7    (feet)  VERTCON   
 AW0047  ___________________________________________________________________
 AW0047  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW0047
 AW0047  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0047
 AW0047.The horizontal coordinates were scaled from a topographic map and have
 AW0047.an estimated accuracy of +/- 6 seconds.
 AW0047
 AW0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0047.The vertical order pertains to the NGVD 29 superseded value.
 AW0047
 AW0047.The geoid height was determined by GEOID03.
 AW0047
 AW0047;                    North         East    Units  Estimated Accuracy
 AW0047;SPC TXSC     - 4,143,350.      959,510.      MT  (+/- 180 meters Scaled)
 AW0047
 AW0047                          SUPERSEDED SURVEY CONTROL
 AW0047
 AW0047  NGVD 29 (??/??/92)    1.427  (m)            4.68   (f) ADJ UNCH    1 1
 AW0047
 AW0047.Superseded values are not recommended for survey control.
 AW0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0047.See file dsdata.txt to determine how the superseded data were derived.
 AW0047
 AW0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN754185(NAD 83)
 AW0047_MARKER: DB = BENCH MARK DISK
 AW0047_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0047+WITH SETTING: INTO GROUND
 AW0047_STAMPING: U 1209 1973
 AW0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0047+STABILITY: SURFACE MOTION
 AW0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0047+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0047
 AW0047  HISTORY     - Date     Condition        Report By
 AW0047  HISTORY     - 1973     MONUMENTED       NGS
 AW0047  HISTORY     - 1978     GOOD             NGS
 AW0047  HISTORY     - 1990     GOOD             USPSQD
 AW0047  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0047  HISTORY     - 20040319 GOOD             USPSQD
 AW0047
 AW0047                          STATION DESCRIPTION
 AW0047
 AW0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0047'9.5 MI NE FROM FREEPORT.
 AW0047'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0047'BOULEVARD AT FREEPORT, THENCE 2.7 MILES NORTHEAST ALONG COUNTY ROAD
 AW0047'227, AT THE JUNCTION OF A FIELD ROAD NORTHWEST, 37 FEET NORTHWEST OF
 AW0047'THE CENTER LINE OF THE ROAD, 8 1/2 FEET NORTHEAST OF THE CENTER LINE
 AW0047'OF THE FIELD ROAD, 2 FEET NORTHEAST OF THE NORTHEAST END OF A GATE,
 AW0047'162 FEET NORTHEAST OF A POWER POLE, 66 FEET NORTHWEST AND ACROSS THE
 AW0047'ROAD FROM A WOODEN POST BEARING A CABLE MARKER SIGN, 0.8 FOOT
 AW0047'SOUTHEAST OF A FENCE, 1.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 AW0047'LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AW0047'4-FOOT LONG WITH A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD
 AW0047'IS ENCASED IN AN IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW0047
 AW0047                          STATION RECOVERY (1978)
 AW0047
 AW0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0047'RECOVERED IN GOOD CONDITION.
 AW0047
 AW0047                          STATION RECOVERY (1990)
 AW0047
 AW0047'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0047'RECOVERED IN GOOD CONDITION.
 AW0047
 AW0047                          STATION RECOVERY (2003)
 AW0047
 AW0047'RECOVERY NOTE BY US POWER SQUADRON 2003 (AB)
 AW0047'MARK NOT FOUND.
 AW0047
 AW0047                          STATION RECOVERY (2004)
 AW0047
 AW0047'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1297 ***********************************************************************
 AX1297  DESIGNATION -  U 121 RESET 1972
 AX1297  PID         -  AX1297
 AX1297  STATE/COUNTY-  TX/LAVACA
 AX1297  USGS QUAD   -  MOULTON (1981)
 AX1297
 AX1297                         *CURRENT SURVEY CONTROL
 AX1297  ___________________________________________________________________
 AX1297* NAD 83(1986)-  29 33 28.     (N)    097 08 29.     (W)     SCALED    
 AX1297* NAVD 88     -       105.30   (+/-2cm)     345.5    (feet)  VERTCON   
 AX1297  ___________________________________________________________________
 AX1297  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AX1297
 AX1297  VERT ORDER  -  THIRD (See Below)
 AX1297
 AX1297.The horizontal coordinates were scaled from a topographic map and have
 AX1297.an estimated accuracy of +/- 6 seconds.
 AX1297
 AX1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1297.The vertical order pertains to the NGVD 29 superseded value.
 AX1297
 AX1297.The geoid height was determined by GEOID03.
 AX1297
 AX1297;                    North         East    Units  Estimated Accuracy
 AX1297;SPC TXSC     - 4,192,550.      780,090.      MT  (+/- 180 meters Scaled)
 AX1297
 AX1297                          SUPERSEDED SURVEY CONTROL
 AX1297
 AX1297  NGVD 29 (01/29/03)  105.27   (m)          345.4    (f) RESET       3  
 AX1297
 AX1297.Superseded values are not recommended for survey control.
 AX1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1297.See file dsdata.txt to determine how the superseded data were derived.
 AX1297
 AX1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT800712(NAD 83)
 AX1297_MARKER: DB = BENCH MARK DISK
 AX1297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1297_SP_SET: BRIDGE
 AX1297_STAMPING: U 121 RESET 1972
 AX1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1297
 AX1297  HISTORY     - Date     Condition        Report By
 AX1297  HISTORY     - 1972     MONUMENTED       TXHD
 AX1297  HISTORY     - 1973     GOOD             NGS
 AX1297
 AX1297                          STATION DESCRIPTION
 AX1297
 AX1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1297'1.3 MI S FROM MOULTON.
 AX1297'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 95 FROM MOULTON, LAVACA
 AX1297'COUNTY, AT A BRIDGE OVER SOUTH LAVACA RIVER, AND IN THE TOP OF THE
 AX1297'WEST WING WALL AND 1 FOOT FROM THE NORTH END OF THE WING WALL, STAMPED
 AX1297'U 121 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2049 ***********************************************************************
 AW2049  DESIGNATION -  U 1210
 AW2049  PID         -  AW2049
 AW2049  STATE/COUNTY-  TX/HARRIS
 AW2049  USGS QUAD   -  ALMEDA (1995)
 AW2049
 AW2049                         *CURRENT SURVEY CONTROL
 AW2049  ___________________________________________________________________
 AW2049* NAD 83(1986)-  29 36 51.     (N)    095 23 52.     (W)     SCALED    
 AW2049* NAVD 88     -        16.536  (meters)      54.25   (feet)  ADJUSTED  
 AW2049  ___________________________________________________________________
 AW2049  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW2049  DYNAMIC HT  -          16.514 (meters)      54.18  (feet)  COMP
 AW2049  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AW2049  OBS GRAVITY -     979,276.6   (mgal)                       GRAV_OBS
 AW2049
 AW2049  VERT ORDER  -  FIRST     CLASS II
 AW2049
 AW2049.The horizontal coordinates were scaled from a topographic map and have
 AW2049.an estimated accuracy of +/- 6 seconds.
 AW2049
 AW2049.The orthometric height was determined by differential leveling
 AW2049.and adjusted by the National Geodetic Survey in June 1991..
 AW2049
 AW2049.The geoid height was determined by GEOID03.
 AW2049
 AW2049.The dynamic height is computed by dividing the NAVD 88
 AW2049.geopotential number by the normal gravity value computed on the
 AW2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2049.degrees latitude (g = 980.6199 gals.).
 AW2049
 AW2049.The modeled gravity was interpolated from observed gravity values.
 AW2049.The observed gravity was obtained from relative gravimeter ties
 AW2049.to the IGSN71 gravity network.
 AW2049
 AW2049;                    North         East    Units  Estimated Accuracy
 AW2049;SPC TXSC     - 4,202,740.      948,800.      MT  (+/- 180 meters Scaled)
 AW2049
 AW2049                          SUPERSEDED SURVEY CONTROL
 AW2049
 AW2049  NGVD 29 (12/23/87)   16.532  (m)           54.24   (f) ADJUSTED    1 2
 AW2049
 AW2049.Superseded values are not recommended for survey control.
 AW2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2049.See file dsdata.txt to determine how the superseded data were derived.
 AW2049
 AW2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN678784(NAD 83)
 AW2049_MARKER: DB = BENCH MARK DISK
 AW2049_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW2049+WITH SETTING: INTO GROUND
 AW2049_SP_SET: METAL ROD WITH BASE PLATE
 AW2049_STAMPING: U 1210 1973
 AW2049_MARK LOGO: NGS   
 AW2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2049+STABILITY: SURFACE MOTION
 AW2049
 AW2049  HISTORY     - Date     Condition        Report By
 AW2049  HISTORY     - 1973     MONUMENTED       NGS
 AW2049  HISTORY     - 1974     GOOD             LOCENG
 AW2049  HISTORY     - 1978     GOOD             NGS
 AW2049  HISTORY     - 1987     GOOD             USPSQD
 AW2049  HISTORY     - 1987     GOOD             USPSQD
 AW2049  HISTORY     - 1987     GOOD             NGS
 AW2049  HISTORY     - 1988     GOOD             USPSQD
 AW2049  HISTORY     - 1988     GOOD             USPSQD
 AW2049  HISTORY     - 1989     GOOD             USPSQD
 AW2049  HISTORY     - 1989     GOOD             USPSQD
 AW2049  HISTORY     - 1989     GOOD             USPSQD
 AW2049  HISTORY     - 19900805 GOOD             USPSQD
 AW2049  HISTORY     - 19941022 GOOD             USPSQD
 AW2049  HISTORY     - 20040211 MARK NOT FOUND   USPSQD
 AW2049  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW2049
 AW2049                          STATION DESCRIPTION
 AW2049
 AW2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2049'1.9 MI E FROM ALMEDA.
 AW2049'0.55 MILE NORTH ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF ANDERSON
 AW2049'ROAD AT ALMEDA, THENCE 1.35 MILES EAST ALONG ALMEDA-GENOA ROAD, ABOUT
 AW2049'MIDWAY BETWEEN THE JUNCTION OF ELAINE ROAD NORTH AND KARALIS STREET
 AW2049'SOUTH, AT THE JUNCTION OF A PRIVATE DRIVEWAY NORTH, 30 FEET NORTH OF
 AW2049'THE CENTER LINE OF ALMEDA-GENOA ROAD, 176 FEET EAST OF THE CENTER LINE
 AW2049'OF ELAINE ROAD, 16 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 23
 AW2049'FEET SOUTHWEST OF THE WEST END OF A METAL GATE, 5 1/2 FEET WEST OF A
 AW2049'FENCE CORNER, 9 1/2 FEET NORTHWEST OF THE WEST END OF A 24-INCH PIPE
 AW2049'CULVERT, 5 FEET WEST OF A POWER POLE, 1.7 FEET SOUTH OF A CYCLONE
 AW2049'FENCE, 1.3 FEET EAST OF A WITNESS POST, A DISK ON THE TOP OF A
 AW2049'5/8-INCH COPPER COATED ROD WHICH IS 4-FOOT-LONG WITH A BASE PLATE
 AW2049'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 4-INCH IRON
 AW2049'PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW2049
 AW2049                          STATION RECOVERY (1974)
 AW2049
 AW2049'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW2049'RECOVERED IN GOOD CONDITION.
 AW2049
 AW2049                          STATION RECOVERY (1978)
 AW2049
 AW2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2049'RECOVERED IN GOOD CONDITION.
 AW2049
 AW2049                          STATION RECOVERY (1987)
 AW2049
 AW2049'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2049'RECOVERED IN GOOD CONDITION.
 AW2049
 AW2049                          STATION RECOVERY (1987)
 AW2049
 AW2049'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2049'RECOVERED IN GOOD CONDITION.
 AW2049
 AW2049                          STATION RECOVERY (1987)
 AW2049
 AW2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2049'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 AW2049'CYCLONE FENCE MENTIONED THEREIN NO LONGER EXIST.  ADD--0.6 FT. BELOW
 AW2049'THE LEVEL OF THE GROUND.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW2049'5-INCH LOGO CAP.
 AW2049
 AW2049                          STATION RECOVERY (1988)
 AW2049
 AW2049'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW2049'RECOVERED IN GOOD CONDITION.
 AW2049
 AW2049                          STATION RECOVERY (1988)
 AW2049
 AW2049'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2049'RECOVERED IN GOOD CONDITION.
 AW2049
 AW2049                          STATION RECOVERY (1989)
 AW2049
 AW2049'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2049'RECOVERED IN GOOD CONDITION.
 AW2049
 AW2049                          STATION RECOVERY (1989)
 AW2049
 AW2049'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2049'RECOVERED IN GOOD CONDITION.
 AW2049
 AW2049                          STATION RECOVERY (1989)
 AW2049
 AW2049'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2049'RECOVERED IN GOOD CONDITION.
 AW2049
 AW2049                          STATION RECOVERY (1990)
 AW2049
 AW2049'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2049'RECOVERED IN GOOD CONDITION.
 AW2049
 AW2049                          STATION RECOVERY (1994)
 AW2049
 AW2049'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2049'RECOVERED IN GOOD CONDITION.
 AW2049
 AW2049                          STATION RECOVERY (2004)
 AW2049
 AW2049'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2049'ALL NEW CONCRETE HERE THIS IS NOW A 4 LANE ROAD INSTEAD OF THE OLD 2
 AW2049'LANE COUNTRY ROAD.
 AW2049
 AW2049                          STATION RECOVERY (2005)
 AW2049
 AW2049'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2124 ***********************************************************************
 AW2124  DESIGNATION -  U 1211
 AW2124  PID         -  AW2124
 AW2124  STATE/COUNTY-  TX/FORT BEND
 AW2124  USGS QUAD   -  MISSOURI CITY (1995)
 AW2124
 AW2124                         *CURRENT SURVEY CONTROL
 AW2124  ___________________________________________________________________
 AW2124* NAD 83(1986)-  29 37 10.     (N)    095 33 54.     (W)     SCALED    
 AW2124* NAVD 88     -        24.88   (+/-2cm)      81.6    (feet)  VERTCON   
 AW2124  ___________________________________________________________________
 AW2124  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2124
 AW2124  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2124
 AW2124.The horizontal coordinates were scaled from a topographic map and have
 AW2124.an estimated accuracy of +/- 6 seconds.
 AW2124
 AW2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2124.The vertical order pertains to the NGVD 29 superseded value.
 AW2124
 AW2124.The geoid height was determined by GEOID03.
 AW2124
 AW2124;                    North         East    Units  Estimated Accuracy
 AW2124;SPC TXSC     - 4,202,830.      932,600.      MT  (+/- 180 meters Scaled)
 AW2124
 AW2124                          SUPERSEDED SURVEY CONTROL
 AW2124
 AW2124  NGVD 29 (04/06/79)   24.878  (m)           81.62   (f) ADJUSTED    1 2
 AW2124
 AW2124.Superseded values are not recommended for survey control.
 AW2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2124.See file dsdata.txt to determine how the superseded data were derived.
 AW2124
 AW2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN516793(NAD 83)
 AW2124_MARKER: DD = SURVEY DISK
 AW2124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2124_SP_SET: CULVERT
 AW2124_STAMPING: U 1211
 AW2124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2124
 AW2124  HISTORY     - Date     Condition        Report By
 AW2124  HISTORY     - UNK      MONUMENTED       TXHD
 AW2124  HISTORY     - 1973     GOOD             NGS
 AW2124  HISTORY     - 1978     GOOD             NGS
 AW2124  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2124  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2124  HISTORY     - 1987     GOOD             USPSQD
 AW2124  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2124  HISTORY     - 19910316 GOOD             USPSQD
 AW2124  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW2124
 AW2124                          STATION DESCRIPTION
 AW2124
 AW2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2124'0.5 MI NW FROM STAFFORD.
 AW2124'0.5 MILE NORTHWEST ALONG NORTH MAIN STREET FROM THE JUNCTION OF
 AW2124'STAFFORD ROAD AT STAFFORD, AT THE NORTH CORNER OF THE JUNCTION OF
 AW2124'MURPHY ROAD (FARM ROAD 1092), IN THE TOP OF THE NORTHEAST CONCRETE
 AW2124'HEADWALL OF A CONCRETE BOX CULVERT UNDER THE STREET, 33 1/2 FEET
 AW2124'NORTHEAST OF THE CENTER LINE OF THE STREET, 44 1/2 FEET NORTHWEST OF
 AW2124'THE CENTER LINE OF THE ROAD, 4.5 FEET NORTHWEST OF THE SOUTHEAST END
 AW2124'OF THE HEADWALL, AND ABOUT 1/2 FOOT HIGHER THAN THE STREET.  NOTE--
 AW2124'STAMPED BY NGS IN 1973.
 AW2124
 AW2124                          STATION RECOVERY (1978)
 AW2124
 AW2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2124'RECOVERED IN GOOD CONDITION.
 AW2124
 AW2124                          STATION RECOVERY (1986)
 AW2124
 AW2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2124'NOT RECOVERED.
 AW2124
 AW2124                          STATION RECOVERY (1987)
 AW2124
 AW2124'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW2124'MARK NOT FOUND.
 AW2124
 AW2124                          STATION RECOVERY (1987)
 AW2124
 AW2124'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2124'RECOVERED IN GOOD CONDITION.
 AW2124
 AW2124                          STATION RECOVERY (1989)
 AW2124
 AW2124'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2124'MARK NOT FOUND.
 AW2124
 AW2124                          STATION RECOVERY (1991)
 AW2124
 AW2124'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2124'RECOVERED IN GOOD CONDITION.
 AW2124
 AW2124                          STATION RECOVERY (2004)
 AW2124
 AW2124'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW2124'GO TO N29 37 09.6 W095 33 54.1  NOW A TEXAS HIGHWAY DEPT DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2163 ***********************************************************************
 AW2163  DESIGNATION -  U 1212
 AW2163  PID         -  AW2163
 AW2163  STATE/COUNTY-  TX/FORT BEND
 AW2163  USGS QUAD   -  RICHMOND NE (1980)
 AW2163
 AW2163                         *CURRENT SURVEY CONTROL
 AW2163  ___________________________________________________________________
 AW2163* NAD 83(1986)-  29 43 19.     (N)    095 50 46.     (W)     SCALED    
 AW2163* NAVD 88     -        41.013  (meters)     134.56   (feet)  ADJUSTED  
 AW2163  ___________________________________________________________________
 AW2163  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2163  DYNAMIC HT  -          40.956 (meters)     134.37  (feet)  COMP
 AW2163  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 AW2163
 AW2163  VERT ORDER  -  FIRST     CLASS II
 AW2163
 AW2163.The horizontal coordinates were scaled from a topographic map and have
 AW2163.an estimated accuracy of +/- 6 seconds.
 AW2163
 AW2163.The orthometric height was determined by differential leveling
 AW2163.and adjusted by the National Geodetic Survey in June 1991..
 AW2163
 AW2163.The geoid height was determined by GEOID03.
 AW2163
 AW2163.The dynamic height is computed by dividing the NAVD 88
 AW2163.geopotential number by the normal gravity value computed on the
 AW2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2163.degrees latitude (g = 980.6199 gals.).
 AW2163
 AW2163.The modeled gravity was interpolated from observed gravity values.
 AW2163
 AW2163;                    North         East    Units  Estimated Accuracy
 AW2163;SPC TXSC     - 4,213,420.      905,080.      MT  (+/- 180 meters Scaled)
 AW2163
 AW2163                          SUPERSEDED SURVEY CONTROL
 AW2163
 AW2163  NGVD 29 (12/23/87)   41.004  (m)          134.53   (f) ADJUSTED    1 2
 AW2163
 AW2163.Superseded values are not recommended for survey control.
 AW2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2163.See file dsdata.txt to determine how the superseded data were derived.
 AW2163
 AW2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN246913(NAD 83)
 AW2163_MARKER: DB = BENCH MARK DISK
 AW2163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2163_SP_SET: CULVERT HEADWALL
 AW2163_STAMPING: U 1212 1973
 AW2163_MARK LOGO: NGS   
 AW2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2163+STABILITY: SURFACE MOTION
 AW2163
 AW2163  HISTORY     - Date     Condition        Report By
 AW2163  HISTORY     - 1973     MONUMENTED       NGS
 AW2163  HISTORY     - 1978     GOOD             NGS
 AW2163  HISTORY     - 1986     GOOD             NGS
 AW2163  HISTORY     - 1990     GOOD             USPSQD
 AW2163  HISTORY     - 19951010 GOOD             USPSQD
 AW2163  HISTORY     - 20031213 MARK NOT FOUND   GEOCAC
 AW2163
 AW2163                          STATION DESCRIPTION
 AW2163
 AW2163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2163'5.45 MI S FROM KATY.
 AW2163'4.6 MILES SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI, KANSAS-TEXAS
 AW2163'RAILROAD STATION AT KATY, THENCE 0.85 MILE SOUTH ALONG FARM ROAD 1463,
 AW2163'AT THE JUNCTION OF AN EAST-WEST FIELD ROAD, IN THE TOP AND 0.9 FOOT
 AW2163'SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF TRIPLE
 AW2163'CONCRETE BOX CULVERTS, 14 FEET EAST OF THE CENTER LINE OF THE ROAD,
 AW2163'AND ABOUT LEVEL WITH THE ROAD.
 AW2163
 AW2163                          STATION RECOVERY (1978)
 AW2163
 AW2163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2163'RECOVERED IN GOOD CONDITION.
 AW2163
 AW2163                          STATION RECOVERY (1986)
 AW2163
 AW2163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2163'RECOVERED IN GOOD CONDITION.
 AW2163
 AW2163                          STATION RECOVERY (1990)
 AW2163
 AW2163'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW2163'RECOVERED IN GOOD CONDITION.
 AW2163
 AW2163                          STATION RECOVERY (1995)
 AW2163
 AW2163'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2163'RECOVERED IN GOOD CONDITION.
 AW2163
 AW2163                          STATION RECOVERY (2003)
 AW2163
 AW2163'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AW2163'BOX CULVERT HAS BEEN REPLACED.  MARKER GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4231 ***********************************************************************
 AW4231  DESIGNATION -  U 1213
 AW4231  PID         -  AW4231
 AW4231  STATE/COUNTY-  TX/FORT BEND
 AW4231  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4231
 AW4231                         *CURRENT SURVEY CONTROL
 AW4231  ___________________________________________________________________
 AW4231* NAD 83(1986)-  29 26 15.     (N)    095 40 52.     (W)     SCALED    
 AW4231* NAVD 88     -        20.155  (meters)      66.13   (feet)  ADJUSTED  
 AW4231  ___________________________________________________________________
 AW4231  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4231  DYNAMIC HT  -          20.127 (meters)      66.03  (feet)  COMP
 AW4231  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 AW4231
 AW4231  VERT ORDER  -  FIRST     CLASS II
 AW4231
 AW4231.The horizontal coordinates were scaled from a topographic map and have
 AW4231.an estimated accuracy of +/- 6 seconds.
 AW4231
 AW4231.The orthometric height was determined by differential leveling
 AW4231.and adjusted by the National Geodetic Survey in June 1991..
 AW4231
 AW4231.The geoid height was determined by GEOID03.
 AW4231
 AW4231.The dynamic height is computed by dividing the NAVD 88
 AW4231.geopotential number by the normal gravity value computed on the
 AW4231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4231.degrees latitude (g = 980.6199 gals.).
 AW4231
 AW4231.The modeled gravity was interpolated from observed gravity values.
 AW4231
 AW4231;                    North         East    Units  Estimated Accuracy
 AW4231;SPC TXSC     - 4,182,350.      921,930.      MT  (+/- 180 meters Scaled)
 AW4231
 AW4231                          SUPERSEDED SURVEY CONTROL
 AW4231
 AW4231  NGVD 29 (12/23/87)   20.152  (m)           66.12   (f) ADJUSTED    1 2
 AW4231
 AW4231.Superseded values are not recommended for survey control.
 AW4231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4231.See file dsdata.txt to determine how the superseded data were derived.
 AW4231
 AW4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN399594(NAD 83)
 AW4231_MARKER: DB = BENCH MARK DISK
 AW4231_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW4231+WITH SETTING: INTO GROUND
 AW4231_SP_SET: METAL ROD WITH BASE PLATE
 AW4231_STAMPING: U 1213 1973
 AW4231_MARK LOGO: NGS   
 AW4231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4231+STABILITY: SURFACE MOTION
 AW4231
 AW4231  HISTORY     - Date     Condition        Report By
 AW4231  HISTORY     - 1973     MONUMENTED       NGS
 AW4231  HISTORY     - 1986     GOOD             NGS
 AW4231  HISTORY     - 1988     GOOD             USPSQD
 AW4231  HISTORY     - 19960622 GOOD             USPSQD
 AW4231  HISTORY     - 19980110 GOOD             USPSQD
 AW4231  HISTORY     - 19981121 GOOD             USPSQD
 AW4231
 AW4231                          STATION DESCRIPTION
 AW4231
 AW4231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4231'8.35 MI NE FROM GUY.
 AW4231'7.65 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4231'HIGHWAY 36 AT GUY, THENCE 0.7 MILE NORTHEAST ALONG FARM ROAD 762, AT
 AW4231'THE JUNCTION OF A FIELD ROAD SOUTHEAST, 38 1/2 FEET SOUTHEAST OF THE
 AW4231'CENTER LINE OF THE ROAD, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW4231'FIELD ROAD, 11 FEET SOUTHWEST OF THE SOUTHWEST END OF A WIRE GATE, 4
 AW4231'1/2 FEET WEST OF A T JUNCTION FENCE POST, 1 1/2 FEET SOUTHWEST OF
 AW4231'POWER POLE 130, 3.4 FEET NORTHWEST OF A FENCE, 12 FEET SOUTH OF THE
 AW4231'CENTER OF THE SOUTHWEST END OF A 36-INCH PIPE CULVERT, 1.5 FEET
 AW4231'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 AW4231'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG WITH A BASE
 AW4231'PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN IRON
 AW4231'PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW4231
 AW4231                          STATION RECOVERY (1986)
 AW4231
 AW4231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4231'RECOVERED IN GOOD CONDITION.
 AW4231
 AW4231                          STATION RECOVERY (1988)
 AW4231
 AW4231'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4231'RECOVERED IN GOOD CONDITION.
 AW4231
 AW4231                          STATION RECOVERY (1996)
 AW4231
 AW4231'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4231'RECOVERED IN GOOD CONDITION.
 AW4231
 AW4231                          STATION RECOVERY (1998)
 AW4231
 AW4231'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4231'RECOVERED IN GOOD CONDITION.
 AW4231
 AW4231                          STATION RECOVERY (1998)
 AW4231
 AW4231'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0208 ***********************************************************************
 AW0208  DESIGNATION -  U 1214
 AW0208  PID         -  AW0208
 AW0208  STATE/COUNTY-  TX/HARRIS
 AW0208  USGS QUAD   -  PARK PLACE (1995)
 AW0208
 AW0208                         *CURRENT SURVEY CONTROL
 AW0208  ___________________________________________________________________
 AW0208* NAD 83(1986)-  29 44 51.     (N)    095 20 51.     (W)     SCALED    
 AW0208* NAVD 88     -        14.181  (meters)      46.53   (feet)  ADJUSTED  
 AW0208  ___________________________________________________________________
 AW0208  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0208  DYNAMIC HT  -          14.162 (meters)      46.46  (feet)  COMP
 AW0208  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 AW0208
 AW0208  VERT ORDER  -  FIRST     CLASS I
 AW0208
 AW0208.The horizontal coordinates were scaled from a topographic map and have
 AW0208.an estimated accuracy of +/- 6 seconds.
 AW0208
 AW0208.The orthometric height was determined by differential leveling
 AW0208.and adjusted by the National Geodetic Survey in June 1991..
 AW0208
 AW0208.The geoid height was determined by GEOID03.
 AW0208
 AW0208.The dynamic height is computed by dividing the NAVD 88
 AW0208.geopotential number by the normal gravity value computed on the
 AW0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0208.degrees latitude (g = 980.6199 gals.).
 AW0208
 AW0208.The modeled gravity was interpolated from observed gravity values.
 AW0208
 AW0208;                    North         East    Units  Estimated Accuracy
 AW0208;SPC TXSC     - 4,217,660.      953,210.      MT  (+/- 180 meters Scaled)
 AW0208
 AW0208                          SUPERSEDED SURVEY CONTROL
 AW0208
 AW0208  NGVD 29 (12/23/87)   14.177  (m)           46.51   (f) ADJUSTED    1 1
 AW0208
 AW0208.Superseded values are not recommended for survey control.
 AW0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0208.See file dsdata.txt to determine how the superseded data were derived.
 AW0208
 AW0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN729931(NAD 83)
 AW0208_MARKER: DB = BENCH MARK DISK
 AW0208_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0208_SP_SET: FOUNDATION WALL
 AW0208_STAMPING: U 1214 1973
 AW0208_MARK LOGO: NGS   
 AW0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0208+STABILITY: POSITION/ELEVATION WELL
 AW0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0208+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW0208
 AW0208  HISTORY     - Date     Condition        Report By
 AW0208  HISTORY     - 1973     MONUMENTED       NGS
 AW0208  HISTORY     - 1976     GOOD             NGS
 AW0208  HISTORY     - 1978     GOOD             NGS
 AW0208  HISTORY     - 1983     GOOD             NGS
 AW0208  HISTORY     - 1986     GOOD             NGS
 AW0208  HISTORY     - 1987     GOOD             USPSQD
 AW0208  HISTORY     - 1987     GOOD             USPSQD
 AW0208  HISTORY     - 1987     GOOD             USPSQD
 AW0208  HISTORY     - 1987     GOOD             USPSQD
 AW0208  HISTORY     - 19870601 GOOD             USPSQD
 AW0208  HISTORY     - 1988     GOOD             USPSQD
 AW0208  HISTORY     - 1989     GOOD             USPSQD
 AW0208  HISTORY     - 1989     GOOD             USPSQD
 AW0208  HISTORY     - 1989     GOOD             USPSQD
 AW0208  HISTORY     - 1989     GOOD             USPSQD
 AW0208  HISTORY     - 20040515 GOOD             USPSQD
 AW0208  HISTORY     - 20050705 GOOD             USPSQD
 AW0208
 AW0208                          STATION DESCRIPTION
 AW0208
 AW0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0208'IN HOUSTON.
 AW0208'AT HOUSTON, AT THE JUNCTION OF THE ATCHISON, TOPEKA AND SANTA FE
 AW0208'RAILROAD AND ENNIS STREET, SET VERTICALLY IN THE NORTHEAST FACE AND AT
 AW0208'THE EAST CORNER OF THE WARREN ELECTRIC COMPANY WHOLESALE SUPPLY
 AW0208'BUILDING, 2.0 FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING, 1.1
 AW0208'FEET BELOW A 1-INCH GALVANIZED DRAIN PIPE, 1 POLE SOUTHEAST OF
 AW0208'RAILROAD SIGNAL LIGHT 230, 43.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 AW0208'OF THE MAIN TRACK, 41 FEET NORTHWEST OF THE CENTER LINE OF ENNIS
 AW0208'STREET, AND ABOUT 3 FEET ABOVE THE GROUND.
 AW0208
 AW0208                          STATION RECOVERY (1976)
 AW0208
 AW0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1978)
 AW0208
 AW0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1983)
 AW0208
 AW0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1986)
 AW0208
 AW0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1987)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1987)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 1987 (GLB)
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1987)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1987)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1987)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1988)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1989)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1989)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1989)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (1989)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0208'RECOVERED IN GOOD CONDITION.
 AW0208
 AW0208                          STATION RECOVERY (2004)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0208'THE MARK IS STILL BEING USED BY SURVEYORS AS IT HAS PINK PAINT ON IT.
 AW0208
 AW0208                          STATION RECOVERY (2005)
 AW0208
 AW0208'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2171 ***********************************************************************
 AW2171  DESIGNATION -  U 1215
 AW2171  PID         -  AW2171
 AW2171  STATE/COUNTY-  TX/HARRIS
 AW2171  USGS QUAD   -  KATY (1980)
 AW2171
 AW2171                         *CURRENT SURVEY CONTROL
 AW2171  ___________________________________________________________________
 AW2171* NAD 83(1986)-  29 47 44.     (N)    095 49 30.     (W)     SCALED    
 AW2171* NAVD 88     -        44.16   (+/-2cm)     144.9    (feet)  VERTCON   
 AW2171  ___________________________________________________________________
 AW2171  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW2171
 AW2171  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2171
 AW2171.The horizontal coordinates were scaled from a topographic map and have
 AW2171.an estimated accuracy of +/- 6 seconds.
 AW2171
 AW2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2171.The vertical order pertains to the NGVD 29 superseded value.
 AW2171
 AW2171.The geoid height was determined by GEOID03.
 AW2171
 AW2171;                    North         East    Units  Estimated Accuracy
 AW2171;SPC TXSC     - 4,221,630.      906,900.      MT  (+/- 180 meters Scaled)
 AW2171
 AW2171                          SUPERSEDED SURVEY CONTROL
 AW2171
 AW2171  NGVD 29 (04/06/79)   44.148  (m)          144.84   (f) ADJUSTED    1 2
 AW2171
 AW2171.Superseded values are not recommended for survey control.
 AW2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2171.See file dsdata.txt to determine how the superseded data were derived.
 AW2171
 AW2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN269994(NAD 83)
 AW2171_MARKER: DB = BENCH MARK DISK
 AW2171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2171_SP_SET: CULVERT
 AW2171_STAMPING: U 1215 1973
 AW2171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2171
 AW2171  HISTORY     - Date     Condition        Report By
 AW2171  HISTORY     - 1973     MONUMENTED       NGS
 AW2171  HISTORY     - 1978     GOOD             NGS
 AW2171  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2171  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2171  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2171  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2171  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW2171
 AW2171                          STATION DESCRIPTION
 AW2171
 AW2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2171'0.65 MI N FROM KATY.
 AW2171'ABOUT 0.65 MILE NORTH ALONG KATY AND HOCKLEY RD. FROM THE JUNCTION OF
 AW2171'US HIGHWAY 90 AND AVENUE D, SET IN THE TOP CENTER OF THE EAST CONCRETE
 AW2171'HEADWALL TO A 6-FOOT BOX CULVERT, 109 FEET NORTHEAST OF AND ACROSS THE
 AW2171'ROAD FROM THE NORTHEAST BRICK CORNER OF THE APOSTOLIC FAITH CHURCH, 17
 AW2171'FEET NORTH OF THE EXTENDED CENTER LINE OF Y STREET, 16 FEET EAST OF
 AW2171'THE CENTER LINE OF AVENUE D, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AW2171'ROAD.
 AW2171
 AW2171                          STATION RECOVERY (1978)
 AW2171
 AW2171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2171'RECOVERED IN GOOD CONDITION.
 AW2171
 AW2171                          STATION RECOVERY (1986)
 AW2171
 AW2171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2171'NOT RECOVERED.
 AW2171
 AW2171                          STATION RECOVERY (1987)
 AW2171
 AW2171'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2171'MARK NOT FOUND.
 AW2171
 AW2171                          STATION RECOVERY (1987)
 AW2171
 AW2171'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2171'MARK NOT FOUND.
 AW2171
 AW2171                          STATION RECOVERY (1994)
 AW2171
 AW2171'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2171'MARK NOT FOUND.
 AW2171
 AW2171                          STATION RECOVERY (2004)
 AW2171
 AW2171'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1423 ***********************************************************************
 BL1423  DESIGNATION -  U 1216
 BL1423  PID         -  BL1423
 BL1423  STATE/COUNTY-  TX/HARRIS
 BL1423  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1423
 BL1423                         *CURRENT SURVEY CONTROL
 BL1423  ___________________________________________________________________
 BL1423* NAD 83(1986)-  30 08 44.     (N)    095 38 15.     (W)     SCALED    
 BL1423* NAVD 88     -        53.412  (meters)     175.24   (feet)  ADJUSTED  
 BL1423  ___________________________________________________________________
 BL1423  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL1423  DYNAMIC HT  -          53.340 (meters)     175.00  (feet)  COMP
 BL1423  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 BL1423
 BL1423  VERT ORDER  -  FIRST     CLASS II
 BL1423
 BL1423.The horizontal coordinates were scaled from a topographic map and have
 BL1423.an estimated accuracy of +/- 6 seconds.
 BL1423
 BL1423.The orthometric height was determined by differential leveling
 BL1423.and adjusted by the National Geodetic Survey in June 1991..
 BL1423
 BL1423.The geoid height was determined by GEOID03.
 BL1423
 BL1423.The dynamic height is computed by dividing the NAVD 88
 BL1423.geopotential number by the normal gravity value computed on the
 BL1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1423.degrees latitude (g = 980.6199 gals.).
 BL1423
 BL1423.The modeled gravity was interpolated from observed gravity values.
 BL1423
 BL1423;                    North         East    Units  Estimated Accuracy
 BL1423;SPC TXSC     - 4,260,920.      923,900.      MT  (+/- 180 meters Scaled)
 BL1423
 BL1423                          SUPERSEDED SURVEY CONTROL
 BL1423
 BL1423  NGVD 29 (12/23/87)   53.408  (m)          175.22   (f) ADJUSTED    1 2
 BL1423
 BL1423.Superseded values are not recommended for survey control.
 BL1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1423.See file dsdata.txt to determine how the superseded data were derived.
 BL1423
 BL1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP459378(NAD 83)
 BL1423_MARKER: DB = BENCH MARK DISK
 BL1423_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL1423_SP_SET: ABUTMENT
 BL1423_STAMPING: U 1216 1973
 BL1423_MARK LOGO: NGS   
 BL1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1423
 BL1423  HISTORY     - Date     Condition        Report By
 BL1423  HISTORY     - 1973     MONUMENTED       NGS
 BL1423  HISTORY     - 1978     GOOD             NGS
 BL1423  HISTORY     - 1986     GOOD             NGS
 BL1423
 BL1423                          STATION DESCRIPTION
 BL1423
 BL1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1423'3.55 MI NW FROM TOMBALL.
 BL1423'ABOUT 3.55 MILES NORTHWEST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD
 BL1423'FROM THE CROSSING OF WALLER-TOMBALL RD., AT THE INTERSECTION OF THE
 BL1423'BURLINGTON-ROCK ISLAND RAILROAD AND THE MISSOURI-PACIFIC RAILROAD, SET
 BL1423'IN THE TOP CENTER NORTH END OF THE NORTHWEST CONCRETE ABUTMENT TO THE
 BL1423'MISSOURI-PACIFIC RAILROAD OVERPASS BRIDGE 142, ABOUT 7 FEET NORTHEAST
 BL1423'OF THE NORTHEAST RAIL, 1 1/2 FEET BELOW THE LEVEL OF THE RAIL.
 BL1423
 BL1423                          STATION RECOVERY (1978)
 BL1423
 BL1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1423'RECOVERED IN GOOD CONDITION.
 BL1423
 BL1423                          STATION RECOVERY (1986)
 BL1423
 BL1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1423'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1423'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1414 ***********************************************************************
 BL1414  DESIGNATION -  U 1218
 BL1414  PID         -  BL1414
 BL1414  STATE/COUNTY-  TX/HARRIS
 BL1414  USGS QUAD   -  TOMBALL (1979)
 BL1414
 BL1414                         *CURRENT SURVEY CONTROL
 BL1414  ___________________________________________________________________
 BL1414* NAD 83(1986)-  30 06 13.     (N)    095 37 00.     (W)     SCALED    
 BL1414* NAVD 88     -        54.955  (meters)     180.30   (feet)  ADJUSTED  
 BL1414  ___________________________________________________________________
 BL1414  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1414  DYNAMIC HT  -          54.881 (meters)     180.06  (feet)  COMP
 BL1414  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 BL1414
 BL1414  VERT ORDER  -  FIRST     CLASS II
 BL1414
 BL1414.The horizontal coordinates were scaled from a topographic map and have
 BL1414.an estimated accuracy of +/- 6 seconds.
 BL1414
 BL1414.The orthometric height was determined by differential leveling
 BL1414.and adjusted by the National Geodetic Survey in June 1991..
 BL1414
 BL1414.The geoid height was determined by GEOID03.
 BL1414
 BL1414.The dynamic height is computed by dividing the NAVD 88
 BL1414.geopotential number by the normal gravity value computed on the
 BL1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1414.degrees latitude (g = 980.6199 gals.).
 BL1414
 BL1414.The modeled gravity was interpolated from observed gravity values.
 BL1414
 BL1414;                    North         East    Units  Estimated Accuracy
 BL1414;SPC TXSC     - 4,256,330.      926,050.      MT  (+/- 180 meters Scaled)
 BL1414
 BL1414                          SUPERSEDED SURVEY CONTROL
 BL1414
 BL1414  NGVD 29 (12/23/87)   54.949  (m)          180.28   (f) ADJUSTED    1 2
 BL1414
 BL1414.Superseded values are not recommended for survey control.
 BL1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1414.See file dsdata.txt to determine how the superseded data were derived.
 BL1414
 BL1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP478331(NAD 83)
 BL1414_MARKER: DB = BENCH MARK DISK
 BL1414_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1414_SP_SET: COPPER-CLAD STEEL ROD
 BL1414_STAMPING: U 1218 1973
 BL1414_MARK LOGO: NGS   
 BL1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1414
 BL1414  HISTORY     - Date     Condition        Report By
 BL1414  HISTORY     - 1973     MONUMENTED       NGS
 BL1414  HISTORY     - 1978     GOOD             NGS
 BL1414  HISTORY     - 1986     GOOD             NGS
 BL1414  HISTORY     - 20050804 GOOD             GEOCAC
 BL1414
 BL1414                          STATION DESCRIPTION
 BL1414
 BL1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1414'0.45 MI NW FROM TOMBALL.
 BL1414'ABOUT 0.45 MILE NORTHWEST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD
 BL1414'FROM THE CROSSING OF WALLER-TOMBALL ROAD, ABOUT 3 POLES NORTHWEST OF
 BL1414'MILE POST 85, 256 FEET SOUTHEAST OF THE CENTER LINE OF THE CROSSING OF
 BL1414'HUFFSMITH RD., 37.6 FEET NORTHEAST OF THE CENTER LINE OF NORTH ELM
 BL1414'ST., 36 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2 FEET SOUTHEAST
 BL1414'OF A TELEPHONE POLE, 0.6 FOOT NORTHWEST OF A METAL WITNESS POST, 4
 BL1414'FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK SET ON TOP OF A
 BL1414'5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE
 BL1414'FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN AT REFUSAL TO A DEPTH OF 31
 BL1414'1/2 FEET.
 BL1414
 BL1414                          STATION RECOVERY (1978)
 BL1414
 BL1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1414'RECOVERED IN GOOD CONDITION.
 BL1414
 BL1414                          STATION RECOVERY (1986)
 BL1414
 BL1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1414'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1414'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1414
 BL1414                          STATION RECOVERY (2005)
 BL1414
 BL1414'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1414'BY HANDHELD GPS NAD83 N30 06 12.1 W095 37 00.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1046 ***********************************************************************
 AW1046  DESIGNATION -  U 1219
 AW1046  PID         -  AW1046
 AW1046  STATE/COUNTY-  TX/GALVESTON
 AW1046  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1046
 AW1046                         *CURRENT SURVEY CONTROL
 AW1046  ___________________________________________________________________
 AW1046* NAD 83(1986)-  29 20 37.     (N)    094 56 59.     (W)     SCALED    
 AW1046* NAVD 88     -         0.338  (meters)       1.11   (feet)  ADJUSTED  
 AW1046  ___________________________________________________________________
 AW1046  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1046  DYNAMIC HT  -           0.338 (meters)       1.11  (feet)  COMP
 AW1046  MODELED GRAV-     979,264.6   (mgal)                       NAVD 88
 AW1046
 AW1046  VERT ORDER  -  FIRST     CLASS II
 AW1046
 AW1046.The horizontal coordinates were scaled from a topographic map and have
 AW1046.an estimated accuracy of +/- 6 seconds.
 AW1046
 AW1046.The orthometric height was determined by differential leveling
 AW1046.and adjusted by the National Geodetic Survey in June 1991..
 AW1046
 AW1046.The geoid height was determined by GEOID03.
 AW1046
 AW1046.The dynamic height is computed by dividing the NAVD 88
 AW1046.geopotential number by the normal gravity value computed on the
 AW1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1046.degrees latitude (g = 980.6199 gals.).
 AW1046
 AW1046.The modeled gravity was interpolated from observed gravity values.
 AW1046
 AW1046;                    North         East    Units  Estimated Accuracy
 AW1046;SPC TXSC     - 4,174,190.      993,210.      MT  (+/- 180 meters Scaled)
 AW1046
 AW1046                          SUPERSEDED SURVEY CONTROL
 AW1046
 AW1046  NGVD 29 (12/23/87)    0.335  (m)            1.10   (f) ADJUSTED    1 2
 AW1046
 AW1046.Superseded values are not recommended for survey control.
 AW1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1046.See file dsdata.txt to determine how the superseded data were derived.
 AW1046
 AW1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN107476(NAD 83)
 AW1046_MARKER: DB = BENCH MARK DISK
 AW1046_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1046_SP_SET: FOOTING OF PIER
 AW1046_STAMPING: U 1219 1973
 AW1046_MARK LOGO: NGS   
 AW1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1046+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 AW1046
 AW1046  HISTORY     - Date     Condition        Report By
 AW1046  HISTORY     - 1973     MONUMENTED       NGS
 AW1046  HISTORY     - 1978     GOOD             NGS
 AW1046  HISTORY     - 1987     GOOD             USPSQD
 AW1046  HISTORY     - 1987     GOOD             NGS
 AW1046  HISTORY     - 1991     GOOD             USPSQD
 AW1046  HISTORY     - 19950624 GOOD             USPSQD
 AW1046  HISTORY     - 20040126 GOOD             USPSQD
 AW1046  HISTORY     - 20050202 GOOD             USPSQD
 AW1046
 AW1046                          STATION DESCRIPTION
 AW1046
 AW1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1046'4.4 MI SW FROM TEXAS CITY.
 AW1046'2.1 MILES SOUTHWEST ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE
 AW1046'AT TEXAS CITY, THENCE 2.3 MILES SOUTHWEST ALONG THE TEXAS CITY
 AW1046'TERMINAL RAILROAD, AT THE GULF FREEWAY (U.S. HIGHWAY 75) OVERPASS, IN
 AW1046'THE TOP AND 1.0 FOOT SOUTH OF THE NORTH CORNER OF A 6- BY 6-FOOT
 AW1046'CONCRETE BASE OF THE NORTHEAST ONE OF THE FIRST ROW OF CONCRETE PIERS
 AW1046'NORTHWEST OF THE RAILROAD, 18.8 FEET NORTHWEST OF THE NORTHWEST RAIL,
 AW1046'2.2 FEET NORTH OF THE NORTH SIDE OF THE CONCRETE PIER, AND ABOUT 1
 AW1046'FOOT LOWER THAN THE TRACK.
 AW1046
 AW1046                          STATION RECOVERY (1978)
 AW1046
 AW1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1046'RECOVERED IN GOOD CONDITION.
 AW1046
 AW1046                          STATION RECOVERY (1987)
 AW1046
 AW1046'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1046'RECOVERED IN GOOD CONDITION.
 AW1046
 AW1046                          STATION RECOVERY (1987)
 AW1046
 AW1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1046'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 4.3 KM (2.7 MI)
 AW1046'SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM ROAD 1765 IN
 AW1046'LA MARQUE, TO THE TEXAS CITY TERMINAL RAILROAD AND STATE HIGHWAY 146
 AW1046'OVERPASS, THENCE 1.0 KM (0.60 MI) SOUTHWEST ALONG THE TEXAS CITY
 AW1046'TERMINAL RAILROAD TO THE MARK ON THE RIGHT AT THE NORTHEAST PIER OF
 AW1046'THE NORTHBOUND LANE OF INTERSTATE 45, ALSO 5.9 KM (3.65 MI) EAST ALONG
 AW1046'STATE HIGHWAY 6 FROM THE POST OFFICE IN HITCHCOCK TO THE RAILROAD,
 AW1046'THENCE 1.8 KM (1.1 MI) NORTHEAST ALONG THE TEXAS CITY TERMINAL TO THE
 AW1046'MARK, 5.7 METERS (18.8 FT) NORTHWEST OF THE NORTHWEST RAIL, 0.67 METER
 AW1046'(2.2 FT) NORTH OF THE NORTH SIDE OF THE PIER.
 AW1046'THE MARK IS 0.30 M BELOW RAIL.
 AW1046
 AW1046                          STATION RECOVERY (1991)
 AW1046
 AW1046'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1046'RECOVERED IN GOOD CONDITION.
 AW1046
 AW1046                          STATION RECOVERY (1995)
 AW1046
 AW1046'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1046'RECOVERED IN GOOD CONDITION.
 AW1046
 AW1046                          STATION RECOVERY (2004)
 AW1046
 AW1046'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1046'RECOVERED IN GOOD CONDITION.
 AW1046
 AW1046                          STATION RECOVERY (2005)
 AW1046
 AW1046'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1623 ***********************************************************************
 AX1623  DESIGNATION -  U 122
 AX1623  PID         -  AX1623
 AX1623  STATE/COUNTY-  TX/DE WITT
 AX1623  USGS QUAD   -  CUERO (1987)
 AX1623
 AX1623                         *CURRENT SURVEY CONTROL
 AX1623  ___________________________________________________________________
 AX1623* NAD 83(1986)-  29 05 28.     (N)    097 17 45.     (W)     SCALED    
 AX1623* NAVD 88     -        55.58   (+/-2cm)     182.3    (feet)  VERTCON   
 AX1623  ___________________________________________________________________
 AX1623  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1623
 AX1623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1623
 AX1623.The horizontal coordinates were scaled from a topographic map and have
 AX1623.an estimated accuracy of +/- 6 seconds.
 AX1623
 AX1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1623.The vertical order pertains to the NGVD 29 superseded value.
 AX1623
 AX1623.The geoid height was determined by GEOID03.
 AX1623
 AX1623;                    North         East    Units  Estimated Accuracy
 AX1623;SPC TXSC     - 4,140,600.      765,880.      MT  (+/- 180 meters Scaled)
 AX1623
 AX1623                          SUPERSEDED SURVEY CONTROL
 AX1623
 AX1623  NGVD 29 (??/??/92)   55.593  (m)          182.39   (f) ADJ UNCH    2 0
 AX1623
 AX1623.Superseded values are not recommended for survey control.
 AX1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1623.See file dsdata.txt to determine how the superseded data were derived.
 AX1623
 AX1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT658192(NAD 83)
 AX1623_MARKER: DB = BENCH MARK DISK
 AX1623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1623_SP_SET: BUILDING WALL
 AX1623_STAMPING: U-122 1933
 AX1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1623
 AX1623  HISTORY     - Date     Condition        Report By
 AX1623  HISTORY     - 1933     MONUMENTED       CGS
 AX1623  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1623
 AX1623                          STATION DESCRIPTION
 AX1623
 AX1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1623'IN CUERO.
 AX1623'AT THE PASSENGER DEPOT OF THE TEXAS AND NEW ORLEAND R.R. ON THE NORTH
 AX1623'SIDE OF THE WEST ENTRANCE TO THE WHITE WAITING ROOM AND 5 FT. HIGH.
 AX1623
 AX1623                          STATION RECOVERY (2001)
 AX1623
 AX1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1623'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4156 ***********************************************************************
 AW4156  DESIGNATION -  U 1220
 AW4156  PID         -  AW4156
 AW4156  STATE/COUNTY-  TX/BRAZORIA
 AW4156  USGS QUAD   -  DAMON (1980)
 AW4156
 AW4156                         *CURRENT SURVEY CONTROL
 AW4156  ___________________________________________________________________
 AW4156* NAD 83(1986)-  29 15 04.     (N)    095 42 35.     (W)     SCALED    
 AW4156* NAVD 88     -        17.84   (+/-2cm)      58.5    (feet)  VERTCON   
 AW4156  ___________________________________________________________________
 AW4156  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW4156
 AW4156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4156
 AW4156.The horizontal coordinates were scaled from a topographic map and have
 AW4156.an estimated accuracy of +/- 6 seconds.
 AW4156
 AW4156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4156.The vertical order pertains to the NGVD 29 superseded value.
 AW4156
 AW4156.The geoid height was determined by GEOID03.
 AW4156
 AW4156;                    North         East    Units  Estimated Accuracy
 AW4156;SPC TXSC     - 4,161,630.      919,740.      MT  (+/- 180 meters Scaled)
 AW4156
 AW4156                          SUPERSEDED SURVEY CONTROL
 AW4156
 AW4156  NGVD 29 (??/??/92)   17.846  (m)           58.55   (f) ADJ UNCH    2 0
 AW4156
 AW4156.Superseded values are not recommended for survey control.
 AW4156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4156.See file dsdata.txt to determine how the superseded data were derived.
 AW4156
 AW4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN366388(NAD 83)
 AW4156_MARKER: DB = BENCH MARK DISK
 AW4156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4156_SP_SET: CULVERT
 AW4156_STAMPING: U 1220 1973
 AW4156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4156
 AW4156  HISTORY     - Date     Condition        Report By
 AW4156  HISTORY     - 1973     MONUMENTED       NGS
 AW4156  HISTORY     - 1987     GOOD             USPSQD
 AW4156  HISTORY     - 1987     GOOD             USPSQD
 AW4156  HISTORY     - 1988     GOOD             USPSQD
 AW4156  HISTORY     - 1989     GOOD             USPSQD
 AW4156  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4156
 AW4156                          STATION DESCRIPTION
 AW4156
 AW4156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4156'3.0 MI SE FROM DAMON.
 AW4156'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 AW4156'MULCAHY STREET AT DAMON, 225 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW4156'HIGHWAY, IN THE TOP AND 3.0 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 AW4156'NORTHEAST CONCRETE HEADWALL OF A DOUBLE BOX CULVERT, AND ABOUT LEVEL
 AW4156'WITH THE HIGHWAY.
 AW4156
 AW4156                          STATION RECOVERY (1987)
 AW4156
 AW4156'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4156'RECOVERED IN GOOD CONDITION.
 AW4156
 AW4156                          STATION RECOVERY (1987)
 AW4156
 AW4156'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4156'RECOVERED IN GOOD CONDITION.
 AW4156
 AW4156                          STATION RECOVERY (1988)
 AW4156
 AW4156'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4156'RECOVERED IN GOOD CONDITION.
 AW4156
 AW4156                          STATION RECOVERY (1989)
 AW4156
 AW4156'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4156'RECOVERED IN GOOD CONDITION.
 AW4156
 AW4156                          STATION RECOVERY (1994)
 AW4156
 AW4156'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0675 ***********************************************************************
 BM0675  DESIGNATION -  U 1221
 BM0675  PID         -  BM0675
 BM0675  STATE/COUNTY-  TX/TRAVIS
 BM0675  USGS QUAD   -  MONTOPOLIS (1988)
 BM0675
 BM0675                         *CURRENT SURVEY CONTROL
 BM0675  ___________________________________________________________________
 BM0675* NAD 83(1986)-  30 12 46.     (N)    097 39 31.     (W)     SCALED    
 BM0675* NAVD 88     -       150.841  (meters)     494.88   (feet)  ADJUSTED  
 BM0675  ___________________________________________________________________
 BM0675  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BM0675  DYNAMIC HT  -         150.636 (meters)     494.21  (feet)  COMP
 BM0675  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 BM0675
 BM0675  VERT ORDER  -  FIRST     CLASS I
 BM0675
 BM0675.The horizontal coordinates were scaled from a topographic map and have
 BM0675.an estimated accuracy of +/- 6 seconds.
 BM0675
 BM0675.The orthometric height was determined by differential leveling
 BM0675.and adjusted by the National Geodetic Survey in June 1991..
 BM0675.WARNING-Repeat measurements at this control monument indicate possible
 BM0675.vertical movement.
 BM0675
 BM0675.The geoid height was determined by GEOID03.
 BM0675
 BM0675.The dynamic height is computed by dividing the NAVD 88
 BM0675.geopotential number by the normal gravity value computed on the
 BM0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0675.degrees latitude (g = 980.6199 gals.).
 BM0675
 BM0675.The modeled gravity was interpolated from observed gravity values.
 BM0675
 BM0675;                    North         East    Units  Estimated Accuracy
 BM0675;SPC TX C     - 3,063,640.      957,490.      MT  (+/- 180 meters Scaled)
 BM0675
 BM0675                          SUPERSEDED SURVEY CONTROL
 BM0675
 BM0675  NGVD 29 (??/??/92)  150.760  (m)          494.62   (f) ADJ UNCH    1 1
 BM0675
 BM0675.Superseded values are not recommended for survey control.
 BM0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0675.See file dsdata.txt to determine how the superseded data were derived.
 BM0675
 BM0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU291431(NAD 83)
 BM0675_MARKER: DB = BENCH MARK DISK
 BM0675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0675_SP_SET: 7.0 FT
 BM0675_STAMPING: U 1221 1973
 BM0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0675
 BM0675  HISTORY     - Date     Condition        Report By
 BM0675  HISTORY     - 1973     MONUMENTED       NGS
 BM0675  HISTORY     - 1978     GOOD             NGS
 BM0675  HISTORY     - 1989     GOOD             USPSQD
 BM0675  HISTORY     - 1989     GOOD             USPSQD
 BM0675  HISTORY     - 1991     GOOD             USPSQD
 BM0675  HISTORY     - 19980725 GOOD             USPSQD
 BM0675  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM0675  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0675
 BM0675                          STATION DESCRIPTION
 BM0675
 BM0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0675'IN DEL VALLE.
 BM0675'FROM 0.1 MILES NORTHEAST OF THE MAIN ENTRANCE AND GUARD GATE TO
 BM0675'BERGSTROM AIRFORCE BASE ON THE SOUTHWEST OF THE MOST SOUTHWEST ONE THE
 BM0675'TWO OVERPASSES OVER THE PRESIDENTIAL BLVD IN THE SOUTHWEST SIDE OF AN
 BM0675'ISLAND SURROUNDING A 6-CONCRETE PILING AND SEPARATING LANES OF THE
 BM0675'PRESIDENTIAL BLVD., 1.5 FEET SOUTHWEST OF THE MOST SOUTHWEST ONE OF
 BM0675'6-CONCRETE PILING, 0.95 MILES SOUTHEAST OF THE BENCH MARK T 1221, ALSO
 BM0675'0.2 MILES NORTHWEST OF THE P.O. AT DE VALLE, THE DISK ON TOP OF A
 BM0675'COPPER COATED STEEL ROD FLUSH TO THE GROUND PROTECTED BY A 6-INCH IRON
 BM0675'PIPE PROJECTING 1-INCH.  THE ROD WAS DRIVEN TO A REFUSAL OF 7.0 FEET.
 BM0675
 BM0675                          STATION RECOVERY (1978)
 BM0675
 BM0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0675'RECOVERED IN GOOD CONDITION.
 BM0675
 BM0675                          STATION RECOVERY (1989)
 BM0675
 BM0675'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0675'RECOVERED IN GOOD CONDITION.
 BM0675
 BM0675                          STATION RECOVERY (1989)
 BM0675
 BM0675'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0675'RECOVERED IN GOOD CONDITION.
 BM0675
 BM0675                          STATION RECOVERY (1991)
 BM0675
 BM0675'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0675'RECOVERED IN GOOD CONDITION.
 BM0675
 BM0675                          STATION RECOVERY (1998)
 BM0675
 BM0675'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0675'RECOVERED IN GOOD CONDITION.
 BM0675
 BM0675                          STATION RECOVERY (2001)
 BM0675
 BM0675'RECOVERY NOTE BY US POWER SQUADRON 2001 (MJW)
 BM0675'MARK NOT FOUND.
 BM0675
 BM0675                          STATION RECOVERY (2003)
 BM0675
 BM0675'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0636 ***********************************************************************
 BM0636  DESIGNATION -  U 1222
 BM0636  PID         -  BM0636
 BM0636  STATE/COUNTY-  TX/TRAVIS
 BM0636  USGS QUAD   -  AUSTIN WEST (1988)
 BM0636
 BM0636                         *CURRENT SURVEY CONTROL
 BM0636  ___________________________________________________________________
 BM0636* NAD 83(1986)-  30 15 05.     (N)    097 45 55.     (W)     SCALED    
 BM0636* NAVD 88     -       162.863  (meters)     534.33   (feet)  ADJUSTED  
 BM0636  ___________________________________________________________________
 BM0636  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0636  DYNAMIC HT  -         162.640 (meters)     533.59  (feet)  COMP
 BM0636  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 BM0636
 BM0636  VERT ORDER  -  FIRST     CLASS I
 BM0636
 BM0636.The horizontal coordinates were scaled from a topographic map and have
 BM0636.an estimated accuracy of +/- 6 seconds.
 BM0636
 BM0636.The orthometric height was determined by differential leveling
 BM0636.and adjusted by the National Geodetic Survey in June 1991..
 BM0636
 BM0636.The geoid height was determined by GEOID03.
 BM0636
 BM0636.The dynamic height is computed by dividing the NAVD 88
 BM0636.geopotential number by the normal gravity value computed on the
 BM0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0636.degrees latitude (g = 980.6199 gals.).
 BM0636
 BM0636.The modeled gravity was interpolated from observed gravity values.
 BM0636
 BM0636;                    North         East    Units  Estimated Accuracy
 BM0636;SPC TX C     - 3,067,670.      947,130.      MT  (+/- 180 meters Scaled)
 BM0636
 BM0636                          SUPERSEDED SURVEY CONTROL
 BM0636
 BM0636  NGVD 29 (??/??/92)  162.789  (m)          534.08   (f) ADJ UNCH    1 1
 BM0636
 BM0636.Superseded values are not recommended for survey control.
 BM0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0636.See file dsdata.txt to determine how the superseded data were derived.
 BM0636
 BM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU187472(NAD 83)
 BM0636_MARKER: DB = BENCH MARK DISK
 BM0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0636_SP_SET: CATCH BASIN
 BM0636_STAMPING: U 1222 1973
 BM0636_MARK LOGO: NGS   
 BM0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0636
 BM0636  HISTORY     - Date     Condition        Report By
 BM0636  HISTORY     - 1973     MONUMENTED       NGS
 BM0636  HISTORY     - 1980     GOOD             NGS
 BM0636  HISTORY     - 1983     GOOD             LOCSUR
 BM0636  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BM0636  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BM0636  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0636  HISTORY     - 19910719 MARK NOT FOUND   USPSQD
 BM0636
 BM0636                          STATION DESCRIPTION
 BM0636
 BM0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0636'1.1 MI SW FROM AUSTIN.
 BM0636'ABOUT 1.1 MILES SOUTHWEST ALONG SOUTH LAMAR BLVD AND THE U.S. HIGHWAY
 BM0636'290-LOOP RD. 343 FROM THE SOUTH END OF THE CONCRETE BRIDGE OVER THE
 BM0636'COLORADO RIVER AT AUSTIN AT THE JUNCTION WITH COLLIER ST, 72.0 FEET
 BM0636'SOUTHWEST OF AND ACROSS COLLIER STREET FROM THE SOUTHWEST CORNER OF AN
 BM0636'EXXON SERVICE STATION, 61.0 FEET NORTHWEST OF THE CENTER LINE OF SOUTH
 BM0636'LAMAR BLVD., 25.0 FEET SOUTHWEST OF THE CENTER LINE OF COLLIER STREET,
 BM0636'SET IN TOP OF THE NORTHWEST END OF A NEW CONCRETE CATCH BASIN, 0.9
 BM0636'MILES SOUTHWEST OF THE BENCH MARK T 328 RESET 1935, ABOUT 10-INCHES
 BM0636'ABOVE THE STREET LEVEL.
 BM0636
 BM0636                          STATION RECOVERY (1980)
 BM0636
 BM0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0636'RECOVERED IN GOOD CONDITION.
 BM0636
 BM0636                          STATION RECOVERY (1983)
 BM0636
 BM0636'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 BM0636'NOTE: EXXON SERVICE STATION HAS BEEN CLOSED. LOCATION IS NOW OCCUPIED
 BM0636'BY QUALITY AUTOMATIVE, AN AUTO REPAIR SHOP. STREET ADDRESS IS 1602
 BM0636'SOUT LAMAR BLVD., AUSTIN TX.
 BM0636
 BM0636                          STATION RECOVERY (1989)
 BM0636
 BM0636'RECOVERY NOTE BY US POWER SQUADRON 1989 (HWB)
 BM0636'MARK NOT FOUND.
 BM0636
 BM0636                          STATION RECOVERY (1989)
 BM0636
 BM0636'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0636'MARK NOT FOUND.
 BM0636
 BM0636                          STATION RECOVERY (1990)
 BM0636
 BM0636'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0636'MARK NOT FOUND.
 BM0636
 BM0636                          STATION RECOVERY (1991)
 BM0636
 BM0636'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0985 ***********************************************************************
 AX0985  DESIGNATION -  U 1223
 AX0985  PID         -  AX0985
 AX0985  STATE/COUNTY-  TX/FAYETTE
 AX0985  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0985
 AX0985                         *CURRENT SURVEY CONTROL
 AX0985  ___________________________________________________________________
 AX0985* NAD 83(1986)-  29 55 11.     (N)    096 56 08.     (W)     SCALED    
 AX0985* NAVD 88     -        87.531  (meters)     287.17   (feet)  ADJUSTED  
 AX0985  ___________________________________________________________________
 AX0985  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AX0985  DYNAMIC HT  -          87.410 (meters)     286.78  (feet)  COMP
 AX0985  MODELED GRAV-     979,268.1   (mgal)                       NAVD 88
 AX0985
 AX0985  VERT ORDER  -  FIRST     CLASS I
 AX0985
 AX0985.The horizontal coordinates were scaled from a topographic map and have
 AX0985.an estimated accuracy of +/- 6 seconds.
 AX0985
 AX0985.The orthometric height was determined by differential leveling
 AX0985.and adjusted by the National Geodetic Survey in June 1991..
 AX0985
 AX0985.The geoid height was determined by GEOID03.
 AX0985
 AX0985.The dynamic height is computed by dividing the NAVD 88
 AX0985.geopotential number by the normal gravity value computed on the
 AX0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0985.degrees latitude (g = 980.6199 gals.).
 AX0985
 AX0985.The modeled gravity was interpolated from observed gravity values.
 AX0985
 AX0985;                    North         East    Units  Estimated Accuracy
 AX0985;SPC TXSC     - 4,232,990.      799,320.      MT  (+/- 180 meters Scaled)
 AX0985
 AX0985                          SUPERSEDED SURVEY CONTROL
 AX0985
 AX0985  NGVD 29 (??/??/92)   87.483  (m)          287.02   (f) ADJ UNCH    1 1
 AX0985
 AX0985.Superseded values are not recommended for survey control.
 AX0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0985.See file dsdata.txt to determine how the superseded data were derived.
 AX0985
 AX0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU992116(NAD 83)
 AX0985_MARKER: DB = BENCH MARK DISK
 AX0985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0985_SP_SET: BOX CULVERT
 AX0985_STAMPING: U 1223 1973
 AX0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0985
 AX0985  HISTORY     - Date     Condition        Report By
 AX0985  HISTORY     - 1973     MONUMENTED       NGS
 AX0985  HISTORY     - 1978     GOOD             NGS
 AX0985  HISTORY     - 19970607 GOOD             USPSQD
 AX0985
 AX0985                          STATION DESCRIPTION
 AX0985
 AX0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0985'3.75 MI NW FROM LA GRANGE.
 AX0985'3.75 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0985'STATION AT LA GRANGE, 2.2 MILES SOUTHEAST OF PLUM, 9 1/2 POLES
 AX0985'NORTHWEST OF MILE POLE 985, AT THE CROSSING OF A DIRT ROAD AND HILL
 AX0985'CREEK, IN THE TOP AND 0.9 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 AX0985'NORTHEAST CONCRETE HEADWALL OF A LARGE MULTIPLE BOX CULVERT, 12.3 FEET
 AX0985'NORTHEAST OF THE NORTHEAST RAIL, 98 1/2 FEET NORTHWEST OF THE CENTER
 AX0985'LINE OF THE ROAD, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 AX0985
 AX0985                          STATION RECOVERY (1978)
 AX0985
 AX0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0985'3.7 MILES WEST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE STATION
 AX0985'IN LA GRANGE, ALSO 2.35 MILES SOUTHEAST OF PLUM AT FARM ROAD CROSSING
 AX0985'NUMBER 126 (DIRT), IN TOP OF THE SOUTHEAST END OF THE NORTHEAST
 AX0985'HEADWALL FOR A LARGE MULTIPLE BOX CULVERT UNDER RAILWAY, 102 FEET
 AX0985'NORTHWEST OF THE CENTERLINE CROSSING, 12 FEET NORTHEAST OF THE
 AX0985'NORTHEAST RAIL, AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 AX0985'NORTHEAST HEADWALL.
 AX0985
 AX0985                          STATION RECOVERY (1997)
 AX0985
 AX0985'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0521 ***********************************************************************
 BM0521  DESIGNATION -  U 1225
 BM0521  PID         -  BM0521
 BM0521  STATE/COUNTY-  TX/BASTROP
 BM0521  USGS QUAD   -  BASTROP (1982)
 BM0521
 BM0521                         *CURRENT SURVEY CONTROL
 BM0521  ___________________________________________________________________
 BM0521* NAD 83(1986)-  30 06 31.     (N)    097 19 31.     (W)     SCALED    
 BM0521* NAVD 88     -       111.146  (meters)     364.65   (feet)  ADJUSTED  
 BM0521  ___________________________________________________________________
 BM0521  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BM0521  DYNAMIC HT  -         110.996 (meters)     364.16  (feet)  COMP
 BM0521  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 BM0521
 BM0521  VERT ORDER  -  FIRST     CLASS I
 BM0521
 BM0521.The horizontal coordinates were scaled from a topographic map and have
 BM0521.an estimated accuracy of +/- 6 seconds.
 BM0521
 BM0521.The orthometric height was determined by differential leveling
 BM0521.and adjusted by the National Geodetic Survey in June 1991..
 BM0521
 BM0521.The geoid height was determined by GEOID03.
 BM0521
 BM0521.The dynamic height is computed by dividing the NAVD 88
 BM0521.geopotential number by the normal gravity value computed on the
 BM0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0521.degrees latitude (g = 980.6199 gals.).
 BM0521
 BM0521.The modeled gravity was interpolated from observed gravity values.
 BM0521
 BM0521;                    North         East    Units  Estimated Accuracy
 BM0521;SPC TX C     - 3,052,910.      989,890.      MT  (+/- 180 meters Scaled)
 BM0521
 BM0521                          SUPERSEDED SURVEY CONTROL
 BM0521
 BM0521  NGVD 29 (??/??/92)  111.083  (m)          364.44   (f) ADJ UNCH    1 1
 BM0521
 BM0521.Superseded values are not recommended for survey control.
 BM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0521.See file dsdata.txt to determine how the superseded data were derived.
 BM0521
 BM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU613320(NAD 83)
 BM0521_MARKER: DB = BENCH MARK DISK
 BM0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0521_SP_SET: ABUTMENT
 BM0521_STAMPING: U 1225-1973
 BM0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0521
 BM0521  HISTORY     - Date     Condition        Report By
 BM0521  HISTORY     - 1973     MONUMENTED       NGS
 BM0521  HISTORY     - 1978     GOOD             NGS
 BM0521  HISTORY     - 1989     GOOD             USPSQD
 BM0521  HISTORY     - 1990     GOOD             USPSQD
 BM0521  HISTORY     - 1991     GOOD             USPSQD
 BM0521  HISTORY     - 19951226 GOOD             USPSQD
 BM0521  HISTORY     - 19990522 GOOD             USPSQD
 BM0521  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 BM0521
 BM0521                          STATION DESCRIPTION
 BM0521
 BM0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0521'0.6 MI SW FROM BASTROP.
 BM0521'ABOUT 0.3 MILES SOUTH ALONG PECAN STREET FROM THE COUNTY COURTHOUSE AT
 BM0521'BASTROP, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY 71, AT MOST
 BM0521'SOUTHERLY ONE OF TWO CONCRETE HIGHWAY BRIDGES OVER THE COLORADO RIVER,
 BM0521'16.5 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF THE HIGHWAY,
 BM0521'0.5 FEET NORTH OF A WINGWALL, SET IN THE TOP OF THE SOUTH END OF THE
 BM0521'WEST CONCRETE ABUTMENT, ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BM0521
 BM0521                          STATION RECOVERY (1978)
 BM0521
 BM0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0521'RECOVERED IN GOOD CONDITION.
 BM0521
 BM0521                          STATION RECOVERY (1989)
 BM0521
 BM0521'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0521'RECOVERED IN GOOD CONDITION.
 BM0521
 BM0521                          STATION RECOVERY (1990)
 BM0521
 BM0521'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0521'RECOVERED IN GOOD CONDITION.
 BM0521
 BM0521                          STATION RECOVERY (1991)
 BM0521
 BM0521'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0521'RECOVERED IN GOOD CONDITION.
 BM0521
 BM0521                          STATION RECOVERY (1995)
 BM0521
 BM0521'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0521'RECOVERED IN GOOD CONDITION.
 BM0521
 BM0521                          STATION RECOVERY (1999)
 BM0521
 BM0521'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0521'RECOVERED IN GOOD CONDITION.
 BM0521
 BM0521                          STATION RECOVERY (2004)
 BM0521
 BM0521'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVS)
 BM0521'CIRCULAR IMPRESSION FOUND IN CONCRETE BUT DISC IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1014 ***********************************************************************
 AW1014  DESIGNATION -  U 1226
 AW1014  PID         -  AW1014
 AW1014  STATE/COUNTY-  TX/HARRIS
 AW1014  USGS QUAD   -  LEAGUE CITY (1995)
 AW1014
 AW1014                         *CURRENT SURVEY CONTROL
 AW1014  ___________________________________________________________________
 AW1014* NAD 83(1986)-  29 32 59.     (N)    095 05 44.     (W)     SCALED    
 AW1014* NAVD 88     -         5.465  (meters)      17.93   (feet)  ADJUSTED  
 AW1014  ___________________________________________________________________
 AW1014  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1014  DYNAMIC HT  -           5.458 (meters)      17.91  (feet)  COMP
 AW1014  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 AW1014  OBS GRAVITY -     979,275.0   (mgal)                       GRAV_OBS
 AW1014
 AW1014  VERT ORDER  -  FIRST     CLASS I
 AW1014
 AW1014.The horizontal coordinates were scaled from a topographic map and have
 AW1014.an estimated accuracy of +/- 6 seconds.
 AW1014
 AW1014.The orthometric height was determined by differential leveling
 AW1014.and adjusted by the National Geodetic Survey in June 1991..
 AW1014
 AW1014.The geoid height was determined by GEOID03.
 AW1014
 AW1014.The dynamic height is computed by dividing the NAVD 88
 AW1014.geopotential number by the normal gravity value computed on the
 AW1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1014.degrees latitude (g = 980.6199 gals.).
 AW1014
 AW1014.The modeled gravity was interpolated from observed gravity values.
 AW1014.The observed gravity was obtained from relative gravimeter ties
 AW1014.to the IGSN71 gravity network.
 AW1014
 AW1014;                    North         East    Units  Estimated Accuracy
 AW1014;SPC TXSC     - 4,196,540.      978,300.      MT  (+/- 180 meters Scaled)
 AW1014
 AW1014                          SUPERSEDED SURVEY CONTROL
 AW1014
 AW1014  NGVD 29 (12/23/87)    5.462  (m)           17.92   (f) ADJUSTED    1 1
 AW1014
 AW1014.Superseded values are not recommended for survey control.
 AW1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1014.See file dsdata.txt to determine how the superseded data were derived.
 AW1014
 AW1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN969707(NAD 83)
 AW1014_MARKER: DB = BENCH MARK DISK
 AW1014_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1014+WITH SETTING: PAVEMENT
 AW1014_SP_SET: SIGNAL CONTROL CONCRETE SLAB
 AW1014_STAMPING: U 1226 1976
 AW1014_MARK LOGO: NGS   
 AW1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1014+STABILITY: SURFACE MOTION
 AW1014
 AW1014  HISTORY     - Date     Condition        Report By
 AW1014  HISTORY     - 1976     MONUMENTED       NGS
 AW1014  HISTORY     - 1978     GOOD             NGS
 AW1014  HISTORY     - 1983     GOOD             NGS
 AW1014  HISTORY     - 1987     GOOD             NGS
 AW1014  HISTORY     - 1989     GOOD             USPSQD
 AW1014  HISTORY     - 19910216 GOOD             USPSQD
 AW1014  HISTORY     - 19931122 GOOD             USPSQD
 AW1014  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW1014  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1014  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW1014
 AW1014                          STATION DESCRIPTION
 AW1014
 AW1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1014'IN JMC.
 AW1014'AT JMC AT THE JUNCTION OF NASA 1 AND SECOND STREET SET IN THE TOP AND
 AW1014'NEAR THE CENTER OF A 5-FOOT BY 5-FOOT CONCRETE SLAB FOR SIGNAL LIGHT
 AW1014'CONTROLS, 69 FEET SW OF THE CURB OF SECOND STREET, 40 FEET NW OF THE
 AW1014'NORTH CURB OF THE WESTBOUND LANE OF NASA 1, 41 FEET SE OF THE SOUTH
 AW1014'CURB OF WESTBOUND EXIT FROM NASA.
 AW1014
 AW1014                          STATION RECOVERY (1978)
 AW1014
 AW1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1014'RECOVERED IN GOOD CONDITION.
 AW1014
 AW1014                          STATION RECOVERY (1983)
 AW1014
 AW1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1014'RECOVERED IN GOOD CONDITION.
 AW1014
 AW1014                          STATION RECOVERY (1987)
 AW1014
 AW1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1014'RECOVERED IN GOOD CONDITION.
 AW1014
 AW1014                          STATION RECOVERY (1989)
 AW1014
 AW1014'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1014'RECOVERED IN GOOD CONDITION.
 AW1014
 AW1014                          STATION RECOVERY (1991)
 AW1014
 AW1014'RECOVERY NOTE BY US POWER SQUADRON 1991 (ER)
 AW1014'RECOVERED IN GOOD CONDITION.
 AW1014
 AW1014                          STATION RECOVERY (1993)
 AW1014
 AW1014'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1014'RECOVERED IN GOOD CONDITION.
 AW1014
 AW1014                          STATION RECOVERY (2001)
 AW1014
 AW1014'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 AW1014'NASA RD.NO.1 HAS BEEN WIDENED.  DRIVEWAY (SECOND STREET) HAS BEEN
 AW1014'WIDENED TO FOUR LANE AND TURN LANE.  PROBABLY DESTROYED.
 AW1014
 AW1014                          STATION RECOVERY (2003)
 AW1014
 AW1014'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1014'MARK NOT FOUND.
 AW1014
 AW1014                          STATION RECOVERY (2005)
 AW1014
 AW1014'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0670 ***********************************************************************
 AN0670  DESIGNATION -  U 123
 AN0670  PID         -  AN0670
 AN0670  STATE/COUNTY-  TX/VICTORIA
 AN0670  USGS QUAD   -  VICTORIA EAST (1995)
 AN0670
 AN0670                         *CURRENT SURVEY CONTROL
 AN0670  ___________________________________________________________________
 AN0670* NAD 83(1986)-  28 45 09.     (N)    096 55 21.     (W)     SCALED    
 AN0670* NAVD 88     -        23.84   (+/-2cm)      78.2    (feet)  VERTCON   
 AN0670  ___________________________________________________________________
 AN0670  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0670
 AN0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0670
 AN0670.The horizontal coordinates were scaled from a topographic map and have
 AN0670.an estimated accuracy of +/- 6 seconds.
 AN0670
 AN0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0670.The vertical order pertains to the NGVD 29 superseded value.
 AN0670
 AN0670.The geoid height was determined by GEOID03.
 AN0670
 AN0670;                    North         East    Units  Estimated Accuracy
 AN0670;SPC TXSC     - 4,103,670.      802,880.      MT  (+/- 180 meters Scaled)
 AN0670
 AN0670                          SUPERSEDED SURVEY CONTROL
 AN0670
 AN0670  NGVD 29 (??/??/92)   23.942  (m)           78.55   (f) ADJ UNCH    2 0
 AN0670
 AN0670.Superseded values are not recommended for survey control.
 AN0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0670.See file dsdata.txt to determine how the superseded data were derived.
 AN0670
 AN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS028823(NAD 83)
 AN0670_MARKER: DB = BENCH MARK DISK
 AN0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0670_SP_SET: STEP
 AN0670_STAMPING: U 123 1933
 AN0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0670
 AN0670  HISTORY     - Date     Condition        Report By
 AN0670  HISTORY     - 1933     MONUMENTED       CGS
 AN0670  HISTORY     - 1959     GOOD             NGS
 AN0670  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0670  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0670
 AN0670                          STATION DESCRIPTION
 AN0670
 AN0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AN0670'IN GUADALUPE.
 AN0670'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS IN THE CONCRETE
 AN0670'FLOOR AT THE TOP OF THE NORTHEND OF THE CONCRETE STEP AND IN FRONT OF
 AN0670'THE NORTH PILLAR ON THE NORTHEAST SIDE OF THE OLD, ABANDONED GUADALUPE
 AN0670'SCHOOL BUILDING AND ON THE NORTHEAST SIDE OF THE BUILDING. IT IS AT
 AN0670'THE NORTHWEST SIDE OF GUADALUPE AND BETWEEN THE RAILROAD AND U.S.
 AN0670'HIGHWAY NO.87.  A STANDARD DISK STAMPED U 123 1933.
 AN0670
 AN0670                          STATION RECOVERY (1990)
 AN0670
 AN0670'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0670'MARK NOT FOUND.
 AN0670
 AN0670                          STATION RECOVERY (1991)
 AN0670
 AN0670'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0318 ***********************************************************************
 EM0318  DESIGNATION -  U 123
 EM0318  PID         -  EM0318
 EM0318  STATE/COUNTY-  TX/WILBARGER
 EM0318  USGS QUAD   -  ODELL (1985)
 EM0318
 EM0318                         *CURRENT SURVEY CONTROL
 EM0318  ___________________________________________________________________
 EM0318* NAD 83(1986)-  34 18 27.     (N)    099 27 44.     (W)     SCALED    
 EM0318* NAVD 88     -       411.958  (meters)    1351.57   (feet)  ADJUSTED  
 EM0318  ___________________________________________________________________
 EM0318  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EM0318  DYNAMIC HT  -         411.497 (meters)    1350.05  (feet)  COMP
 EM0318  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 EM0318
 EM0318  VERT ORDER  -  SECOND    CLASS 0
 EM0318
 EM0318.The horizontal coordinates were scaled from a topographic map and have
 EM0318.an estimated accuracy of +/- 6 seconds.
 EM0318
 EM0318.The orthometric height was determined by differential leveling
 EM0318.and adjusted by the National Geodetic Survey in June 1991..
 EM0318
 EM0318.The geoid height was determined by GEOID03.
 EM0318
 EM0318.The dynamic height is computed by dividing the NAVD 88
 EM0318.geopotential number by the normal gravity value computed on the
 EM0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0318.degrees latitude (g = 980.6199 gals.).
 EM0318
 EM0318.The modeled gravity was interpolated from observed gravity values.
 EM0318
 EM0318;                    North         East    Units  Estimated Accuracy
 EM0318;SPC TXNC     - 2,293,270.      511,420.      MT  (+/- 180 meters Scaled)
 EM0318
 EM0318                          SUPERSEDED SURVEY CONTROL
 EM0318
 EM0318  NGVD 29 (??/??/92)  411.808  (m)         1351.07   (f) ADJ UNCH    2 0
 EM0318
 EM0318.Superseded values are not recommended for survey control.
 EM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0318.See file dsdata.txt to determine how the superseded data were derived.
 EM0318
 EM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC574963(NAD 83)
 EM0318_MARKER: DB = BENCH MARK DISK
 EM0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0318_SP_SET: CULVERT
 EM0318_STAMPING: U 123 1961
 EM0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0318
 EM0318  HISTORY     - Date     Condition        Report By
 EM0318  HISTORY     - 1961     MONUMENTED       CGS
 EM0318  HISTORY     - 1982     GOOD             LOCSUR
 EM0318
 EM0318                          STATION DESCRIPTION
 EM0318
 EM0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0318'6.0 MI NE FROM CHILLICOTHE.
 EM0318'6.0 MILES NORTH AND EAST ALONG FARM ROAD 91 FROM THE JUNCTION OF U.S.
 EM0318'HIGHWAY 287 AND FARM ROAD 91 IN CHILLICOTHE, 28 FEET SOUTH OF THE
 EM0318'CENTER OF THE FARM ROAD, 14 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 EM0318'DIRT ROAD, CEMENTED IN A DRILL HOLE 1 FOOT SOUTH OF THE NORTH END OF
 EM0318'THE WEST HEADWALL OF A CONCRETE CULVERT THAT IS LEVEL WITH THE
 EM0318'HIGHWAY.
 EM0318
 EM0318                          STATION RECOVERY (1982)
 EM0318
 EM0318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 EM0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0728 ***********************************************************************
 CD0728  DESIGNATION -  U 1235
 CD0728  PID         -  CD0728
 CD0728  STATE/COUNTY-  TX/CULBERSON
 CD0728  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0728
 CD0728                         *CURRENT SURVEY CONTROL
 CD0728  ___________________________________________________________________
 CD0728* NAD 83(1986)-  31 51 38.     (N)    104 49 12.     (W)     SCALED    
 CD0728* NAVD 88     -      1654.573  (meters)    5428.38   (feet)  ADJUSTED  
 CD0728  ___________________________________________________________________
 CD0728  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 CD0728  DYNAMIC HT  -        1651.969 (meters)    5419.84  (feet)  COMP
 CD0728  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 CD0728
 CD0728  VERT ORDER  -  FIRST     CLASS I
 CD0728
 CD0728.The horizontal coordinates were scaled from a topographic map and have
 CD0728.an estimated accuracy of +/- 6 seconds.
 CD0728
 CD0728.The orthometric height was determined by differential leveling
 CD0728.and adjusted by the National Geodetic Survey in June 1991..
 CD0728
 CD0728.The geoid height was determined by GEOID03.
 CD0728
 CD0728.The dynamic height is computed by dividing the NAVD 88
 CD0728.geopotential number by the normal gravity value computed on the
 CD0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0728.degrees latitude (g = 980.6199 gals.).
 CD0728
 CD0728.The modeled gravity was interpolated from observed gravity values.
 CD0728
 CD0728;                    North         East    Units  Estimated Accuracy
 CD0728;SPC TX C     - 3,251,780.      275,520.      MT  (+/- 180 meters Scaled)
 CD0728
 CD0728                          SUPERSEDED SURVEY CONTROL
 CD0728
 CD0728  NGVD 29 (??/??/92) 1653.936  (m)         5426.29   (f) ADJ UNCH    1 1
 CD0728
 CD0728.Superseded values are not recommended for survey control.
 CD0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0728.See file dsdata.txt to determine how the superseded data were derived.
 CD0728
 CD0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER170249(NAD 83)
 CD0728_MARKER: DB = BENCH MARK DISK
 CD0728_SETTING: 80 = SET IN A BOULDER
 CD0728_STAMPING: U 1235 1977
 CD0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0728+STABILITY: SURFACE MOTION
 CD0728
 CD0728  HISTORY     - Date     Condition        Report By
 CD0728  HISTORY     - 1977     MONUMENTED       NGS
 CD0728
 CD0728                          STATION DESCRIPTION
 CD0728
 CD0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0728'2.8 MI SOUTH FROM PINE SPRINGS.
 CD0728'2.8 MILES SOUTH ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0728'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, AT THE JUNCTION
 CD0728'OF A DIRT ROAD LEADING SOUTHEAST TO THE PINE SPRINGS RADIO
 CD0728'STATION, SET IN TOP OF AN EMBEDDED BOULDER ON TOP OF A RIDGE,
 CD0728'191 FT. SOUTHEAST OF THE CENTER LINE OF THE EAST BOUND LANES
 CD0728'OF THE HIGHWAY, 128 FT. NORTHEAST OF THE CENTER LINE OF THE
 CD0728'DIRT ROAD, 101 FT. SOUTHEAST OF THE BOUNDARY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0639 ***********************************************************************
 AW0639  DESIGNATION -  U 1237
 AW0639  PID         -  AW0639
 AW0639  STATE/COUNTY-  TX/GALVESTON
 AW0639  USGS QUAD   -  SEA ISLE (1974)
 AW0639
 AW0639                         *CURRENT SURVEY CONTROL
 AW0639  ___________________________________________________________________
 AW0639* NAD 83(1986)-  29 07 31.     (N)    095 03 55.     (W)     SCALED    
 AW0639* NAVD 88     -         1.992  (meters)       6.54   (feet)  ADJUSTED  
 AW0639  ___________________________________________________________________
 AW0639  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW0639  DYNAMIC HT  -           1.989 (meters)       6.53  (feet)  COMP
 AW0639  MODELED GRAV-     979,247.3   (mgal)                       NAVD 88
 AW0639
 AW0639  VERT ORDER  -  FIRST     CLASS I
 AW0639
 AW0639.The horizontal coordinates were scaled from a topographic map and have
 AW0639.an estimated accuracy of +/- 6 seconds.
 AW0639
 AW0639.The orthometric height was determined by differential leveling
 AW0639.and adjusted by the National Geodetic Survey in June 1991..
 AW0639
 AW0639.The geoid height was determined by GEOID03.
 AW0639
 AW0639.The dynamic height is computed by dividing the NAVD 88
 AW0639.geopotential number by the normal gravity value computed on the
 AW0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0639.degrees latitude (g = 980.6199 gals.).
 AW0639
 AW0639.The modeled gravity was interpolated from observed gravity values.
 AW0639
 AW0639;                    North         East    Units  Estimated Accuracy
 AW0639;SPC TXSC     - 4,149,620.      982,810.      MT  (+/- 180 meters Scaled)
 AW0639
 AW0639                          SUPERSEDED SURVEY CONTROL
 AW0639
 AW0639  NGVD 29 (12/23/87)    1.989  (m)            6.53   (f) ADJUSTED    1 1
 AW0639
 AW0639.Superseded values are not recommended for survey control.
 AW0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0639.See file dsdata.txt to determine how the superseded data were derived.
 AW0639
 AW0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN990236(NAD 83)
 AW0639_MARKER: DB = BENCH MARK DISK
 AW0639_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0639_SP_SET: GALVANIZED STEEL ROD
 AW0639_STAMPING: U 1237 1978
 AW0639_MARK LOGO: NGS   
 AW0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0639+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 AW0639
 AW0639  HISTORY     - Date     Condition        Report By
 AW0639  HISTORY     - 1978     MONUMENTED       NGS
 AW0639  HISTORY     - 1987     GOOD             NGS
 AW0639  HISTORY     - 1990     GOOD             USPSQD
 AW0639  HISTORY     - 19910518 GOOD             USPSQD
 AW0639  HISTORY     - 19990604 GOOD             USPSQD
 AW0639  HISTORY     - 20031208 GOOD             INDIV
 AW0639  HISTORY     - 20031209 GOOD             USPSQD
 AW0639  HISTORY     - 20041213 GOOD             USPSQD
 AW0639  HISTORY     - 20051218 GOOD             USPSQD
 AW0639
 AW0639                          STATION DESCRIPTION
 AW0639
 AW0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0639'7.2 MI SW FROM JAMAICA BEACH.
 AW0639'7.2 MILES SOUTHWEST ALONG FM 3005 (SAN LUIS PASS ROAD) FROM THE
 AW0639'JUNCTION OF BUCCANEER DRIVE IN THE SMALL VILLAGE OF JAMAICA BEACH
 AW0639'TO A SAND ROAD LEADING SOUTHEAST TO THE BEACH, ALSO 3.7 MILES
 AW0639'NORTHEAST ALONG FM 3005 FROM THE TOLL BOOTH AT THE NORTH END OF THE
 AW0639'SAN LUIS PASS BRIDGE, 2 FT. NORTH NORTHEAST OF A POWERLINE POLE,
 AW0639'63 FT. SOUTHEAST OF THE CENTERLINE OF FM 3005, 26 FT. SOUTH
 AW0639'SOUTHWEST OF THE SAND ROAD.
 AW0639
 AW0639                          STATION RECOVERY (1987)
 AW0639
 AW0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0639'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--7.6 M
 AW0639'(24.9 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF 2ND STREET, AND
 AW0639'1.5 M (4.9 FT) NORTHEAST OF UTILITY POLE NUMBER 20.
 AW0639'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AW0639
 AW0639                          STATION RECOVERY (1990)
 AW0639
 AW0639'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0639'RECOVERED IN GOOD CONDITION.
 AW0639
 AW0639                          STATION RECOVERY (1991)
 AW0639
 AW0639'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0639'RECOVERED IN GOOD CONDITION.
 AW0639
 AW0639                          STATION RECOVERY (1999)
 AW0639
 AW0639'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0639'RECOVERED IN GOOD CONDITION.
 AW0639
 AW0639                          STATION RECOVERY (2003)
 AW0639
 AW0639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RRD)
 AW0639'RECOVERED AS DESCRIBED.
 AW0639
 AW0639                          STATION RECOVERY (2003)
 AW0639
 AW0639'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0639'RECOVERED IN GOOD CONDITION.
 AW0639
 AW0639                          STATION RECOVERY (2004)
 AW0639
 AW0639'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0639'RECOVERED IN GOOD CONDITION.
 AW0639
 AW0639                          STATION RECOVERY (2005)
 AW0639
 AW0639'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0639'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1668 ***********************************************************************
 AN1668  DESIGNATION -  U 124
 AN1668  PID         -  AN1668
 AN1668  STATE/COUNTY-  TX/DE WITT
 AN1668  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1668
 AN1668                         *CURRENT SURVEY CONTROL
 AN1668  ___________________________________________________________________
 AN1668* NAD 83(1986)-  28 55 18.     (N)    097 36 37.     (W)     SCALED    
 AN1668* NAVD 88     -       123.24   (+/-2cm)     404.3    (feet)  VERTCON   
 AN1668  ___________________________________________________________________
 AN1668  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN1668
 AN1668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1668
 AN1668.The horizontal coordinates were scaled from a topographic map and have
 AN1668.an estimated accuracy of +/- 6 seconds.
 AN1668
 AN1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1668.The vertical order pertains to the NGVD 29 superseded value.
 AN1668
 AN1668.The geoid height was determined by GEOID03.
 AN1668
 AN1668;                    North         East    Units  Estimated Accuracy
 AN1668;SPC TXSC     - 4,121,420.      735,500.      MT  (+/- 180 meters Scaled)
 AN1668
 AN1668                          SUPERSEDED SURVEY CONTROL
 AN1668
 AN1668  NGVD 29 (??/??/92)  123.230  (m)          404.30   (f) ADJ UNCH    2 0
 AN1668
 AN1668.Superseded values are not recommended for survey control.
 AN1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1668.See file dsdata.txt to determine how the superseded data were derived.
 AN1668
 AN1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT354001(NAD 83)
 AN1668_MARKER: DB = BENCH MARK DISK
 AN1668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1668_SP_SET: WALK
 AN1668_STAMPING: U 124 1933
 AN1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1668
 AN1668  HISTORY     - Date     Condition        Report By
 AN1668  HISTORY     - 1933     MONUMENTED       CGS
 AN1668
 AN1668                          STATION DESCRIPTION
 AN1668
 AN1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1668'IN NORDHEIM.
 AN1668'AT NORDHEIM, DE WITT COUNTY, IN FRONT OF THE POST OFFICE, 30.9 FEET
 AN1668'SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE SIDEWALK, 9.5 FEET
 AN1668'WEST-SOUTHWEST OF THE WEST CORNER OF THE POST OFFICE, IN THE TOP OF
 AN1668'THE CONCRETE WALK, 2 FEET NORTH OF AN IRONPIPE HITCHING POST, AND 1.6
 AN1668'FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE WALK.  A STANDARD DISK,
 AN1668'STAMPED U 124 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1484 ***********************************************************************
 AW1484  DESIGNATION -  U 1241
 AW1484  PID         -  AW1484
 AW1484  STATE/COUNTY-  TX/CHAMBERS
 AW1484  USGS QUAD   -  COVE (1993)
 AW1484
 AW1484                         *CURRENT SURVEY CONTROL
 AW1484  ___________________________________________________________________
 AW1484* NAD 83(1986)-  29 49 49.     (N)    094 48 07.     (W)     SCALED    
 AW1484* NAVD 88     -         9.01   (+/-2cm)      29.6    (feet)  VERTCON   
 AW1484  ___________________________________________________________________
 AW1484  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW1484
 AW1484  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1484
 AW1484.The horizontal coordinates were scaled from a topographic map and have
 AW1484.an estimated accuracy of +/- 6 seconds.
 AW1484
 AW1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1484.The vertical order pertains to the NGVD 29 superseded value.
 AW1484
 AW1484.The geoid height was determined by GEOID03.
 AW1484
 AW1484;                    North         East    Units  Estimated Accuracy
 AW1484;SPC TXSC     - 4,228,600.    1,005,620.      MT  (+/- 180 meters Scaled)
 AW1484
 AW1484                          SUPERSEDED SURVEY CONTROL
 AW1484
 AW1484  NGVD 29 (??/??/92)    9.011  (m)           29.56   (f) ADJ UNCH    1 2
 AW1484
 AW1484.Superseded values are not recommended for survey control.
 AW1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1484.See file dsdata.txt to determine how the superseded data were derived.
 AW1484
 AW1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP258013(NAD 83)
 AW1484_MARKER: DB = BENCH MARK DISK
 AW1484_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1484_SP_SET: DEEP ROD
 AW1484_STAMPING: U 1241 1978
 AW1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1484+STABILITY: SURFACE MOTION
 AW1484
 AW1484  HISTORY     - Date     Condition        Report By
 AW1484  HISTORY     - 1978     MONUMENTED       NGS
 AW1484  HISTORY     - 1990     GOOD             USPSQD
 AW1484  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW1484  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1484  HISTORY     - 20031231 MARK NOT FOUND   USPSQD
 AW1484
 AW1484                          STATION DESCRIPTION
 AW1484
 AW1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1484'0.2 MI EAST FROM COVE.
 AW1484'ABOUT 0.2 MILE EAST ALONG INTERSTATE 10 FROM THE OVERPASS OVER
 AW1484'FARM ROAD 565 AT COVE, AT THE END OF A DEAD END ROAD THAT RUNS
 AW1484'PARALLEL WITH THE INTERSTATE AT COVE, 60 FEET SOUTH OF THE SOUTH
 AW1484'CURB OF THE HIGHWAY, 60 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST WING
 AW1484'WALL OF A BRIDGE OVER OLD AND LOST RIVERS, 48 FEET SOUTH-SOUTHWEST
 AW1484'OF SOUTH POST OF OLD AND LOST RIVERS SIGN, 30 FEET NORTHEAST OF
 AW1484'CENTERLINE OF THE DEAD END ROAD, AND 1 FOOT EAST OF A GUARD RAIL.
 AW1484
 AW1484                          STATION RECOVERY (1990)
 AW1484
 AW1484'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1484'RECOVERED IN GOOD CONDITION.
 AW1484
 AW1484                          STATION RECOVERY (1996)
 AW1484
 AW1484'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1484'MARK NOT FOUND.
 AW1484
 AW1484                          STATION RECOVERY (2001)
 AW1484
 AW1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1484
 AW1484                          STATION RECOVERY (2003)
 AW1484
 AW1484'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1386 ***********************************************************************
 AW1386  DESIGNATION -  U 1242
 AW1386  PID         -  AW1386
 AW1386  STATE/COUNTY-  TX/GALVESTON
 AW1386  USGS QUAD   -  HIGH ISLAND (1994)
 AW1386
 AW1386                         *CURRENT SURVEY CONTROL
 AW1386  ___________________________________________________________________
 AW1386* NAD 83(1986)-  29 32 30.     (N)    094 24 44.     (W)     SCALED    
 AW1386* NAVD 88     -         1.13   (+/-2cm)       3.7    (feet)  VERTCON   
 AW1386  ___________________________________________________________________
 AW1386  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1386
 AW1386  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1386
 AW1386.The horizontal coordinates were scaled from a topographic map and have
 AW1386.an estimated accuracy of +/- 6 seconds.
 AW1386
 AW1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1386.The vertical order pertains to the NGVD 29 superseded value.
 AW1386
 AW1386.The geoid height was determined by GEOID03.
 AW1386
 AW1386;                    North         East    Units  Estimated Accuracy
 AW1386;SPC TXSC     - 4,198,050.    1,044,510.      MT  (+/- 180 meters Scaled)
 AW1386
 AW1386                          SUPERSEDED SURVEY CONTROL
 AW1386
 AW1386  NGVD 29 (??/??/92)    1.134  (m)            3.72   (f) ADJ UNCH    1 2
 AW1386
 AW1386.Superseded values are not recommended for survey control.
 AW1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1386.See file dsdata.txt to determine how the superseded data were derived.
 AW1386
 AW1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN631688(NAD 83)
 AW1386_MARKER: DB = BENCH MARK DISK
 AW1386_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1386_SP_SET: GALVANIZED STEEL ROD
 AW1386_STAMPING: U 1242 1978
 AW1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1386+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 AW1386
 AW1386  HISTORY     - Date     Condition        Report By
 AW1386  HISTORY     - 1978     MONUMENTED       NGS
 AW1386  HISTORY     - 19950821 GOOD             USPSQD
 AW1386  HISTORY     - 20010411 GOOD             USPSQD
 AW1386  HISTORY     - 20020724 GOOD             USPSQD
 AW1386  HISTORY     - 20031104 GOOD             USPSQD
 AW1386  HISTORY     - 20050309 GOOD             USPSQD
 AW1386
 AW1386                          STATION DESCRIPTION
 AW1386
 AW1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1386'2.5 MI SOUTH FROM HIGH ISLAND.
 AW1386'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST
 AW1386'OFFICE AT HIGH ISLAND, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY
 AW1386'87, 72 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY, 2 FEET SOUTH-
 AW1386'EAST OF A FENCE, AND 1.5 FEET NORTH OF POWER POLE NUMBER 175 51.
 AW1386
 AW1386                          STATION RECOVERY (1995)
 AW1386
 AW1386'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1386'RECOVERED IN GOOD CONDITION.
 AW1386
 AW1386                          STATION RECOVERY (2001)
 AW1386
 AW1386'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1386'RECOVERED IN GOOD CONDITION.
 AW1386
 AW1386                          STATION RECOVERY (2002)
 AW1386
 AW1386'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1386'RECOVERED IN GOOD CONDITION.
 AW1386
 AW1386                          STATION RECOVERY (2003)
 AW1386
 AW1386'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1386'RECOVERED IN GOOD CONDITION.
 AW1386
 AW1386                          STATION RECOVERY (2005)
 AW1386
 AW1386'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1396 ***********************************************************************
 AW1396  DESIGNATION -  U 1243
 AW1396  PID         -  AW1396
 AW1396  STATE/COUNTY-  TX/CHAMBERS
 AW1396  USGS QUAD   -  WHITES RANCH (1993)
 AW1396
 AW1396                         *CURRENT SURVEY CONTROL
 AW1396  ___________________________________________________________________
 AW1396* NAD 83(1986)-  29 37 42.     (N)    094 22 30.     (W)     SCALED    
 AW1396* NAVD 88     -         0.56   (+/-2cm)       1.8    (feet)  VERTCON   
 AW1396  ___________________________________________________________________
 AW1396  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW1396
 AW1396  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1396
 AW1396.The horizontal coordinates were scaled from a topographic map and have
 AW1396.an estimated accuracy of +/- 6 seconds.
 AW1396
 AW1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1396.The vertical order pertains to the NGVD 29 superseded value.
 AW1396
 AW1396.The geoid height was determined by GEOID03.
 AW1396
 AW1396;                    North         East    Units  Estimated Accuracy
 AW1396;SPC TXSC     - 4,207,790.    1,047,730.      MT  (+/- 180 meters Scaled)
 AW1396
 AW1396                          SUPERSEDED SURVEY CONTROL
 AW1396
 AW1396  NGVD 29 (??/??/92)    0.561  (m)            1.84   (f) ADJ UNCH    1 2
 AW1396
 AW1396.Superseded values are not recommended for survey control.
 AW1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1396.See file dsdata.txt to determine how the superseded data were derived.
 AW1396
 AW1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN668783(NAD 83)
 AW1396_MARKER: DB = BENCH MARK DISK
 AW1396_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1396_SP_SET: GALVANIZED STEEL ROD
 AW1396_STAMPING: U 1243 1978
 AW1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1396
 AW1396  HISTORY     - Date     Condition        Report By
 AW1396  HISTORY     - 1978     MONUMENTED       NGS
 AW1396  HISTORY     - 19890512 MARK NOT FOUND   USPSQD
 AW1396  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW1396  HISTORY     - 19980202 MARK NOT FOUND   USPSQD
 AW1396  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1396  HISTORY     - 20031022 MARK NOT FOUND   USPSQD
 AW1396  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW1396
 AW1396                          STATION DESCRIPTION
 AW1396
 AW1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1396'4.9 MI NORTH FROM HIGH ISLAND.
 AW1396'ABOUT 4.9 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW1396'AT HIGH ISLAND, 43 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 30 FEET
 AW1396'NORTHEAST OF A FENCE, 18 FEET EAST OF A POWER POLE NUMBER 1055,
 AW1396'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 AW1396
 AW1396                          STATION RECOVERY (1989)
 AW1396
 AW1396'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW1396'MARK NOT FOUND.
 AW1396
 AW1396                          STATION RECOVERY (1996)
 AW1396
 AW1396'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1396'MARK NOT FOUND.
 AW1396
 AW1396                          STATION RECOVERY (1998)
 AW1396
 AW1396'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1396'MARK NOT FOUND.
 AW1396
 AW1396                          STATION RECOVERY (2001)
 AW1396
 AW1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1396
 AW1396                          STATION RECOVERY (2003)
 AW1396
 AW1396'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW1396'MARK NOT FOUND.
 AW1396
 AW1396                          STATION RECOVERY (2005)
 AW1396
 AW1396'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1722 ***********************************************************************
 AW1722  DESIGNATION -  U 1244
 AW1722  PID         -  AW1722
 AW1722  STATE/COUNTY-  TX/HARRIS
 AW1722  USGS QUAD   -  PASADENA (1995)
 AW1722
 AW1722                         *CURRENT SURVEY CONTROL
 AW1722  ___________________________________________________________________
 AW1722* NAD 83(1986)-  29 42 38.     (N)    095 09 35.     (W)     SCALED    
 AW1722* NAVD 88     -         8.725  (meters)      28.63   (feet)  ADJUSTED  
 AW1722  ___________________________________________________________________
 AW1722  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1722  DYNAMIC HT  -           8.714 (meters)      28.59  (feet)  COMP
 AW1722  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AW1722
 AW1722  VERT ORDER  -  FIRST     CLASS II
 AW1722
 AW1722.The horizontal coordinates were scaled from a topographic map and have
 AW1722.an estimated accuracy of +/- 6 seconds.
 AW1722
 AW1722.The orthometric height was determined by differential leveling
 AW1722.and adjusted by the National Geodetic Survey in June 1991..
 AW1722
 AW1722.The geoid height was determined by GEOID03.
 AW1722
 AW1722.The dynamic height is computed by dividing the NAVD 88
 AW1722.geopotential number by the normal gravity value computed on the
 AW1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1722.degrees latitude (g = 980.6199 gals.).
 AW1722
 AW1722.The modeled gravity was interpolated from observed gravity values.
 AW1722
 AW1722;                    North         East    Units  Estimated Accuracy
 AW1722;SPC TXSC     - 4,214,150.      971,500.      MT  (+/- 180 meters Scaled)
 AW1722
 AW1722                          SUPERSEDED SURVEY CONTROL
 AW1722
 AW1722  NGVD 29 (12/23/87)    8.722  (m)           28.62   (f) ADJUSTED    1 2
 AW1722
 AW1722.Superseded values are not recommended for survey control.
 AW1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1722.See file dsdata.txt to determine how the superseded data were derived.
 AW1722
 AW1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN910886(NAD 83)
 AW1722_MARKER: DB = BENCH MARK DISK
 AW1722_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1722_SP_SET: UNSPECIFIED DEEP
 AW1722_STAMPING: U 1244 1978
 AW1722_MARK LOGO: NGS   
 AW1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1722+STABILITY: SURFACE MOTION
 AW1722
 AW1722  HISTORY     - Date     Condition        Report By
 AW1722  HISTORY     - 1978     MONUMENTED       NGS
 AW1722  HISTORY     - 1983     GOOD             NGS
 AW1722  HISTORY     - 1986     GOOD             NGS
 AW1722  HISTORY     - 1987     GOOD             USPSQD
 AW1722  HISTORY     - 1989     GOOD             USPSQD
 AW1722  HISTORY     - 1989     GOOD             USPSQD
 AW1722  HISTORY     - 1989     GOOD             USPSQD
 AW1722  HISTORY     - 1990     GOOD             USPSQD
 AW1722  HISTORY     - 1990     GOOD             USPSQD
 AW1722  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1722  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW1722  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1722  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW1722  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1722
 AW1722                          STATION DESCRIPTION
 AW1722
 AW1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1722'3.1 MI WEST FROM DEER PARK.
 AW1722'ABOUT 0.9 MILE NORTH ALONG CENTER STREET FROM THE CITY HALL IN DEER
 AW1722'PARK, THENCE 2.2 MILES WEST ALONG STATE HIGHWAY 225 TO THE PASADENA
 AW1722'DISPOSAL PLANT AND DOG POUND, AND THENCE 0.1 MILE SOUTH ALONG PAVED
 AW1722'DRIVEWAY IN THE DISPOSAL PLANT.  AT THE NORTHWEST CORNER OF THE
 AW1722'MAINTENANCE DEPARTMENT BUILDING, 45 FEET EAST OF THE CENTERLINE
 AW1722'OF THE DRIVEWAY, 2 FEET WEST OF A SIDEWALK, 1.5 FEET NORTHEAST OF
 AW1722'THE NORTHWEST CORNER OF METAL BUILDING, AND 1 FOOT WEST OF THE WEST
 AW1722'WALL OF A BRICK BUILDING.
 AW1722
 AW1722                          STATION RECOVERY (1983)
 AW1722
 AW1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1722'RECOVERED IN GOOD CONDITION.
 AW1722
 AW1722                          STATION RECOVERY (1986)
 AW1722
 AW1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1722'RECOVERED IN GOOD CONDITION.
 AW1722
 AW1722                          STATION RECOVERY (1987)
 AW1722
 AW1722'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1722'RECOVERED IN GOOD CONDITION.
 AW1722
 AW1722                          STATION RECOVERY (1989)
 AW1722
 AW1722'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1722'RECOVERED IN GOOD CONDITION.
 AW1722
 AW1722                          STATION RECOVERY (1989)
 AW1722
 AW1722'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1722'RECOVERED IN GOOD CONDITION.
 AW1722
 AW1722                          STATION RECOVERY (1989)
 AW1722
 AW1722'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1722'RECOVERED IN GOOD CONDITION.
 AW1722
 AW1722                          STATION RECOVERY (1990)
 AW1722
 AW1722'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1722'RECOVERED IN GOOD CONDITION.
 AW1722
 AW1722                          STATION RECOVERY (1990)
 AW1722
 AW1722'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1722'RECOVERED IN GOOD CONDITION.
 AW1722
 AW1722                          STATION RECOVERY (1998)
 AW1722
 AW1722'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1722'MARK NOT FOUND.
 AW1722
 AW1722                          STATION RECOVERY (1999)
 AW1722
 AW1722'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1722'MARK NOT FOUND.
 AW1722
 AW1722                          STATION RECOVERY (2001)
 AW1722
 AW1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1722'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1722
 AW1722                          STATION RECOVERY (2004)
 AW1722
 AW1722'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1722'MARK NOT FOUND.
 AW1722
 AW1722                          STATION RECOVERY (2005)
 AW1722
 AW1722'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1265 ***********************************************************************
 AW1265  DESIGNATION -  U 1245
 AW1265  PID         -  AW1265
 AW1265  STATE/COUNTY-  TX/HARRIS
 AW1265  USGS QUAD   -  PASADENA (1995)
 AW1265
 AW1265                         *CURRENT SURVEY CONTROL
 AW1265  ___________________________________________________________________
 AW1265* NAD 83(1986)-  29 39 26.     (N)    095 07 39.     (W)     SCALED    
 AW1265* NAVD 88     -         8.650  (meters)      28.38   (feet)  ADJUSTED  
 AW1265  ___________________________________________________________________
 AW1265  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW1265  DYNAMIC HT  -           8.639 (meters)      28.34  (feet)  COMP
 AW1265  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 AW1265
 AW1265  VERT ORDER  -  FIRST     CLASS II
 AW1265
 AW1265.The horizontal coordinates were scaled from a topographic map and have
 AW1265.an estimated accuracy of +/- 6 seconds.
 AW1265
 AW1265.The orthometric height was determined by differential leveling
 AW1265.and adjusted by the National Geodetic Survey in June 1991..
 AW1265
 AW1265.The geoid height was determined by GEOID03.
 AW1265
 AW1265.The dynamic height is computed by dividing the NAVD 88
 AW1265.geopotential number by the normal gravity value computed on the
 AW1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1265.degrees latitude (g = 980.6199 gals.).
 AW1265
 AW1265.The modeled gravity was interpolated from observed gravity values.
 AW1265
 AW1265;                    North         East    Units  Estimated Accuracy
 AW1265;SPC TXSC     - 4,208,340.      974,810.      MT  (+/- 180 meters Scaled)
 AW1265
 AW1265                          SUPERSEDED SURVEY CONTROL
 AW1265
 AW1265  NGVD 29 (12/23/87)    8.647  (m)           28.37   (f) ADJUSTED    1 2
 AW1265
 AW1265.Superseded values are not recommended for survey control.
 AW1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1265.See file dsdata.txt to determine how the superseded data were derived.
 AW1265
 AW1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN940826(NAD 83)
 AW1265_MARKER: DB = BENCH MARK DISK
 AW1265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1265_SP_SET: STAINLESS STEEL ROD
 AW1265_STAMPING: U 1245 1978
 AW1265_MARK LOGO: NGS   
 AW1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1265+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1265
 AW1265  HISTORY     - Date     Condition        Report By
 AW1265  HISTORY     - 1978     MONUMENTED       NGS
 AW1265  HISTORY     - 1986     GOOD             NGS
 AW1265  HISTORY     - 1989     GOOD             USPSQD
 AW1265  HISTORY     - 1989     GOOD             USPSQD
 AW1265  HISTORY     - 1989     GOOD             USPSQD
 AW1265  HISTORY     - 1989     GOOD             USPSQD
 AW1265  HISTORY     - 1990     GOOD             USPSQD
 AW1265  HISTORY     - 1990     GOOD             USPSQD
 AW1265  HISTORY     - 19980307 GOOD             USPSQD
 AW1265  HISTORY     - 19991113 GOOD             USPSQD
 AW1265  HISTORY     - 20010331 GOOD             NGS
 AW1265  HISTORY     - 20040505 GOOD             USPSQD
 AW1265  HISTORY     - 20050705 GOOD             USPSQD
 AW1265  HISTORY     - 20050705 GOOD             USPSQD
 AW1265
 AW1265                          STATION DESCRIPTION
 AW1265
 AW1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1265'6.6 MI SE FROM SOUTH HOUSTON.
 AW1265'ABOUT 6.1 MILES EAST ALONG SPENCER HIGHWAY FROM THE JUNCTION OF
 AW1265'STATE HIGHWAY IN SOUTH HOUSTON, AND THENCE 0.5 MILE SOUTHEAST ALONG
 AW1265'RED BLUFF ROAD.  48 FEET NORTHWEST OF POST NUMBER 32 WITH AN
 AW1265'UNDERGROUND CABLE WARNING SIGN, 21 FEET NORTHEAST OF THE CENTERLINE
 AW1265'OF NORTH BOUND LANES OF RED BLUFF ROAD, 3 FEET SOUTHWEST OF A FENCE,
 AW1265'AND 1 FOOT NORTH OF A POWER POLE.
 AW1265
 AW1265                          STATION RECOVERY (1986)
 AW1265
 AW1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1265'RECOVERED IN GOOD CONDITION.
 AW1265
 AW1265                          STATION RECOVERY (1989)
 AW1265
 AW1265'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1265'RECOVERED IN GOOD CONDITION.
 AW1265
 AW1265                          STATION RECOVERY (1989)
 AW1265
 AW1265'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1265'RECOVERED IN GOOD CONDITION.
 AW1265
 AW1265                          STATION RECOVERY (1989)
 AW1265
 AW1265'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1265'RECOVERED IN GOOD CONDITION.
 AW1265
 AW1265                          STATION RECOVERY (1989)
 AW1265
 AW1265'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1265'RECOVERED IN GOOD CONDITION.
 AW1265
 AW1265                          STATION RECOVERY (1990)
 AW1265
 AW1265'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1265'RECOVERED IN GOOD CONDITION.
 AW1265
 AW1265                          STATION RECOVERY (1990)
 AW1265
 AW1265'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1265'RECOVERED IN GOOD CONDITION.
 AW1265
 AW1265                          STATION RECOVERY (1998)
 AW1265
 AW1265'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1265'RECOVERED IN GOOD CONDITION.
 AW1265
 AW1265                          STATION RECOVERY (1999)
 AW1265
 AW1265'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1265'RECOVERED IN GOOD CONDITION.
 AW1265
 AW1265                          STATION RECOVERY (2001)
 AW1265
 AW1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1265'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1265
 AW1265                          STATION RECOVERY (2004)
 AW1265
 AW1265'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1265'RECOVERED IN GOOD CONDITION.
 AW1265
 AW1265                          STATION RECOVERY (2005)
 AW1265
 AW1265'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1265'GP IS OK.
 AW1265
 AW1265                          STATION RECOVERY (2005)
 AW1265
 AW1265'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1265'GP IS OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0724 ***********************************************************************
 AW0724  DESIGNATION -  U 1247
 AW0724  PID         -  AW0724
 AW0724  STATE/COUNTY-  TX/LIBERTY
 AW0724  USGS QUAD   -  SHEEKS (1993)
 AW0724
 AW0724                         *CURRENT SURVEY CONTROL
 AW0724  ___________________________________________________________________
 AW0724* NAD 83(1986)-  29 54 50.     (N)    094 56 56.     (W)     SCALED    
 AW0724* NAVD 88     -        12.56   (+/-2cm)      41.2    (feet)  VERTCON   
 AW0724  ___________________________________________________________________
 AW0724  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0724
 AW0724  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0724
 AW0724.The horizontal coordinates were scaled from a topographic map and have
 AW0724.an estimated accuracy of +/- 6 seconds.
 AW0724
 AW0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0724.The vertical order pertains to the NGVD 29 superseded value.
 AW0724
 AW0724.The geoid height was determined by GEOID03.
 AW0724
 AW0724;                    North         East    Units  Estimated Accuracy
 AW0724;SPC TX C     - 3,039,990.    1,219,800.      MT  (+/- 180 meters Scaled)
 AW0724
 AW0724                          SUPERSEDED SURVEY CONTROL
 AW0724
 AW0724  NGVD 29 (??/??/92)   12.560  (m)           41.21   (f) ADJ UNCH    1 2
 AW0724
 AW0724.Superseded values are not recommended for survey control.
 AW0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0724.See file dsdata.txt to determine how the superseded data were derived.
 AW0724
 AW0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP118108(NAD 83)
 AW0724_MARKER: DB = BENCH MARK DISK
 AW0724_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0724_SP_SET: DEEP ROD 16 FEET
 AW0724_STAMPING: U 1247 1978
 AW0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0724+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0724
 AW0724  HISTORY     - Date     Condition        Report By
 AW0724  HISTORY     - 1978     MONUMENTED       NGS
 AW0724  HISTORY     - 1989     GOOD             USPSQD
 AW0724  HISTORY     - 20040317 GOOD             USPSQD
 AW0724
 AW0724                          STATION DESCRIPTION
 AW0724
 AW0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0724'11.3 MI SW FROM DAYTON.
 AW0724'6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM WILSON JUNIOR
 AW0724'HIGH SCHOOL, THENCE 2.3 MILES SOUTH ALONG FARM ROAD 1413, THENCE
 AW0724'3 MILES SOUTH ALONG HATCHERVILLE ROAD AND ABOUT 0.3 MILE NORTH
 AW0724'OF A FARMHOUSE.
 AW0724'43 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LOADING CHUTE,
 AW0724'34 FEET SOUTH OF THE SOUTH EDGE OF AN IRRIGATION DITCH, AND
 AW0724'28 FEET WEST OF THE CENTERLINE OF HATCHERVILLE ROAD.
 AW0724'DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 AW0724'A FOUR INCH PLASTIC SCREW PLUG.
 AW0724
 AW0724                          STATION RECOVERY (1989)
 AW0724
 AW0724'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0724'RECOVERED IN GOOD CONDITION.
 AW0724
 AW0724                          STATION RECOVERY (2004)
 AW0724
 AW0724'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0724'GO TO N29 55 49.9 W094 56 55.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1826 ***********************************************************************
 BL1826  DESIGNATION -  U 1248
 BL1826  PID         -  BL1826
 BL1826  STATE/COUNTY-  TX/LIBERTY
 BL1826  USGS QUAD   -  DAYTON (1984)
 BL1826
 BL1826                         *CURRENT SURVEY CONTROL
 BL1826  ___________________________________________________________________
 BL1826* NAD 83(1986)-  30 02 47.     (N)    094 56 37.     (W)     SCALED    
 BL1826* NAVD 88     -        24.13   (+/-2cm)      79.2    (feet)  VERTCON   
 BL1826  ___________________________________________________________________
 BL1826  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL1826
 BL1826  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1826
 BL1826.The horizontal coordinates were scaled from a topographic map and have
 BL1826.an estimated accuracy of +/- 6 seconds.
 BL1826
 BL1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1826.The vertical order pertains to the NGVD 29 superseded value.
 BL1826
 BL1826.The geoid height was determined by GEOID03.
 BL1826
 BL1826;                    North         East    Units  Estimated Accuracy
 BL1826;SPC TX C     - 3,054,690.    1,219,600.      MT  (+/- 180 meters Scaled)
 BL1826
 BL1826                          SUPERSEDED SURVEY CONTROL
 BL1826
 BL1826  NGVD 29 (??/??/92)   24.127  (m)           79.16   (f) ADJ UNCH    1 2
 BL1826
 BL1826.Superseded values are not recommended for survey control.
 BL1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1826.See file dsdata.txt to determine how the superseded data were derived.
 BL1826
 BL1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP126255(NAD 83)
 BL1826_MARKER: DB = BENCH MARK DISK
 BL1826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1826_SP_SET: HEADWALL
 BL1826_STAMPING: U 1248 1978
 BL1826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1826+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL1826
 BL1826  HISTORY     - Date     Condition        Report By
 BL1826  HISTORY     - 1978     MONUMENTED       NGS
 BL1826  HISTORY     - 19960413 GOOD             USPSQD
 BL1826  HISTORY     - 20040316 GOOD             USPSQD
 BL1826
 BL1826                          STATION DESCRIPTION
 BL1826
 BL1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1826'3.1 MI WEST FROM DAYTON.
 BL1826'3.1 MILES WEST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1826'HIGHWAY 321 AT DAYTON AND SET IN TOP OF THE EAST END OF THE
 BL1826'NORTH HEADWALL TO A 4X6 FOOT BOX CULVERT AT A HIGH PRESSURE
 BL1826'OIL LINE CROSSING.  27 FEET NORTH OF CENTERLINE OF FARM ROAD
 BL1826'1960 AND 1 FOOT WEST OF THE EAST END OF THE HEADWALL.
 BL1826
 BL1826                          STATION RECOVERY (1996)
 BL1826
 BL1826'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1826'RECOVERED IN GOOD CONDITION.
 BL1826
 BL1826                          STATION RECOVERY (2004)
 BL1826
 BL1826'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0333 ***********************************************************************
 AW0333  DESIGNATION -  U 1249
 AW0333  PID         -  AW0333
 AW0333  STATE/COUNTY-  TX/HARRIS
 AW0333  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0333
 AW0333                         *CURRENT SURVEY CONTROL
 AW0333  ___________________________________________________________________
 AW0333* NAD 83(1986)-  29 46 32.     (N)    095 22 45.     (W)     SCALED    
 AW0333* NAVD 88     -        15.564  (meters)      51.06   (feet)  ADJUSTED  
 AW0333  ___________________________________________________________________
 AW0333  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0333  DYNAMIC HT  -          15.543 (meters)      50.99  (feet)  COMP
 AW0333  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AW0333
 AW0333  VERT ORDER  -  FIRST     CLASS II
 AW0333
 AW0333.The horizontal coordinates were scaled from a topographic map and have
 AW0333.an estimated accuracy of +/- 6 seconds.
 AW0333
 AW0333.The orthometric height was determined by differential leveling
 AW0333.and adjusted by the National Geodetic Survey in June 1991..
 AW0333
 AW0333.The geoid height was determined by GEOID03.
 AW0333
 AW0333.The dynamic height is computed by dividing the NAVD 88
 AW0333.geopotential number by the normal gravity value computed on the
 AW0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0333.degrees latitude (g = 980.6199 gals.).
 AW0333
 AW0333.The modeled gravity was interpolated from observed gravity values.
 AW0333
 AW0333;                    North         East    Units  Estimated Accuracy
 AW0333;SPC TXSC     - 4,220,670.      950,050.      MT  (+/- 180 meters Scaled)
 AW0333
 AW0333                          SUPERSEDED SURVEY CONTROL
 AW0333
 AW0333  NGVD 29 (12/23/87)   15.560  (m)           51.05   (f) ADJUSTED    1 2
 AW0333
 AW0333.Superseded values are not recommended for survey control.
 AW0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0333.See file dsdata.txt to determine how the superseded data were derived.
 AW0333
 AW0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN699962(NAD 83)
 AW0333_MARKER: DB = BENCH MARK DISK
 AW0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0333_SP_SET: CONCRETE POST
 AW0333_STAMPING: U 1249 1978
 AW0333_MARK LOGO: NGS   
 AW0333_PROJECTION: PROJECTING 12 CENTIMETERS
 AW0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0333+STABILITY: SURFACE MOTION
 AW0333
 AW0333  HISTORY     - Date     Condition        Report By
 AW0333  HISTORY     - 1978     MONUMENTED       NGS
 AW0333  HISTORY     - 1983     GOOD             NGS
 AW0333  HISTORY     - 1986     GOOD             NGS
 AW0333  HISTORY     - 1988     GOOD             USPSQD
 AW0333  HISTORY     - 1990     GOOD             USPSQD
 AW0333  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW0333  HISTORY     - 19960204 MARK NOT FOUND   NGS
 AW0333  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 AW0333
 AW0333                          STATION DESCRIPTION
 AW0333
 AW0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0333'1.5 MI WEST FROM HOUSTON.
 AW0333'1.5 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0333'THE SWITCH CONTROL BUILDING NUMBER 108 IN HOUSTON, 38 FEET NORTH OF
 AW0333'THE CENTERLINE OF SPRING STREET, 32.8 FEET EAST OF THE EXTENDED
 AW0333'CENTERLINE OF HENDERSON STREET, 19.2 FEET NORTH OF THE NORTH RAIL,
 AW0333'AND 4 FEET NORTH OF THE NORTH EDGE OF A CONCRETE CURB.
 AW0333
 AW0333                          STATION RECOVERY (1983)
 AW0333
 AW0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0333'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0333'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0333'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0333'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0333'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 2.6 KM (1.65 MI) NORTHWEST
 AW0333'ALONG THE RAILROAD TO HENDERSON STREET LEADING SOUTH, 9.75 METERS
 AW0333'(32.0 FT) EAST OF THE EXTENDED CENTERLINE OF HENDERSON STREET,
 AW0333'8.69 METERS (28.5 FT) SOUTHEAST OF A POWERLINE POLE, 5.85 METERS
 AW0333'(19.2 FT) NORTH OF THE NORTH RAIL OF THE TRACKS, AND 1.22 METERS
 AW0333'(4.0 FT) NORTH OF THE NORTH EDGE OF A CURB.
 AW0333'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AW0333'THE MARK IS 0.3 M BELOW TRACKS.
 AW0333
 AW0333                          STATION RECOVERY (1986)
 AW0333
 AW0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0333'RECOVERED IN GOOD CONDITION.
 AW0333
 AW0333                          STATION RECOVERY (1988)
 AW0333
 AW0333'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW0333'RECOVERED IN GOOD CONDITION.
 AW0333
 AW0333                          STATION RECOVERY (1990)
 AW0333
 AW0333'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0333'RECOVERED IN GOOD CONDITION.
 AW0333
 AW0333                          STATION RECOVERY (1991)
 AW0333
 AW0333'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 AW0333'MARK NOT FOUND.
 AW0333
 AW0333                          STATION RECOVERY (1996)
 AW0333
 AW0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0333'THE STEM OF THE DISK IS ALL THAT REMAINS.
 AW0333
 AW0333                          STATION RECOVERY (2004)
 AW0333
 AW0333'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1554 ***********************************************************************
 AN1554  DESIGNATION -  U 125
 AN1554  PID         -  AN1554
 AN1554  STATE/COUNTY-  TX/LIVE OAK
 AN1554  USGS QUAD   -  CADIZ (1979)
 AN1554
 AN1554                         *CURRENT SURVEY CONTROL
 AN1554  ___________________________________________________________________
 AN1554* NAD 83(1986)-  28 25 06.     (N)    097 58 15.     (W)     SCALED    
 AN1554* NAVD 88     -        85.525  (meters)     280.59   (feet)  ADJUSTED  
 AN1554  ___________________________________________________________________
 AN1554  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AN1554  DYNAMIC HT  -          85.398 (meters)     280.18  (feet)  COMP
 AN1554  MODELED GRAV-     979,158.8   (mgal)                       NAVD 88
 AN1554
 AN1554  VERT ORDER  -  SECOND    CLASS 0
 AN1554
 AN1554.The horizontal coordinates were scaled from a topographic map and have
 AN1554.an estimated accuracy of +/- 6 seconds.
 AN1554
 AN1554.The orthometric height was determined by differential leveling
 AN1554.and adjusted by the National Geodetic Survey in June 1991..
 AN1554
 AN1554.The geoid height was determined by GEOID03.
 AN1554
 AN1554.The dynamic height is computed by dividing the NAVD 88
 AN1554.geopotential number by the normal gravity value computed on the
 AN1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1554.degrees latitude (g = 980.6199 gals.).
 AN1554
 AN1554.The modeled gravity was interpolated from observed gravity values.
 AN1554
 AN1554;                    North         East    Units  Estimated Accuracy
 AN1554;SPC TXSC     - 4,065,280.      700,840.      MT  (+/- 180 meters Scaled)
 AN1554
 AN1554                          SUPERSEDED SURVEY CONTROL
 AN1554
 AN1554  NGVD 29 (??/??/92)   85.506  (m)          280.53   (f) ADJ UNCH    2 0
 AN1554
 AN1554.Superseded values are not recommended for survey control.
 AN1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1554.See file dsdata.txt to determine how the superseded data were derived.
 AN1554
 AN1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS008439(NAD 83)
 AN1554_MARKER: DB = BENCH MARK DISK
 AN1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1554_STAMPING: 280.577 U 125 1933
 AN1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1554+STABILITY: SURFACE MOTION
 AN1554
 AN1554  HISTORY     - Date     Condition        Report By
 AN1554  HISTORY     - 1933     MONUMENTED       CGS
 AN1554  HISTORY     - 1934     GOOD             NGS
 AN1554
 AN1554                          STATION DESCRIPTION
 AN1554
 AN1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AN1554'2.3 MI W FROM CADIZ.
 AN1554'IN LIVE OAK COUNTY, 2.3 MILES WEST ALONG THE ROAD LEADING TO GEORGE
 AN1554'WEST FROM CADIZ, BEE COUNTY, AT THE SOUTHWEST CORNER OF THE
 AN1554'INTERSECTION OF A ROAD LEADING SOUTH, AND AT A FENCE CORNER.  A
 AN1554'STANDARD DISK, STAMPED 280.577 U 125 1933 AND SET IN THE TOP OF A
 AN1554'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1904 ***********************************************************************
 AW1904  DESIGNATION -  U 1250
 AW1904  PID         -  AW1904
 AW1904  STATE/COUNTY-  TX/HARRIS
 AW1904  USGS QUAD   -  WARREN LAKE (1980)
 AW1904
 AW1904                         *CURRENT SURVEY CONTROL
 AW1904  ___________________________________________________________________
 AW1904* NAD 83(1986)-  29 55 43.     (N)    095 48 28.     (W)     SCALED    
 AW1904* NAVD 88     -        49.324  (meters)     161.82   (feet)  ADJUSTED  
 AW1904  ___________________________________________________________________
 AW1904  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW1904  DYNAMIC HT  -          49.257 (meters)     161.60  (feet)  COMP
 AW1904  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 AW1904
 AW1904  VERT ORDER  -  FIRST     CLASS II
 AW1904
 AW1904.The horizontal coordinates were scaled from a topographic map and have
 AW1904.an estimated accuracy of +/- 6 seconds.
 AW1904
 AW1904.The orthometric height was determined by differential leveling
 AW1904.and adjusted by the National Geodetic Survey in June 1991..
 AW1904
 AW1904.The geoid height was determined by GEOID03.
 AW1904
 AW1904.The dynamic height is computed by dividing the NAVD 88
 AW1904.geopotential number by the normal gravity value computed on the
 AW1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1904.degrees latitude (g = 980.6199 gals.).
 AW1904
 AW1904.The modeled gravity was interpolated from observed gravity values.
 AW1904
 AW1904;                    North         East    Units  Estimated Accuracy
 AW1904;SPC TXSC     - 4,236,420.      908,160.      MT  (+/- 180 meters Scaled)
 AW1904
 AW1904                          SUPERSEDED SURVEY CONTROL
 AW1904
 AW1904  NGVD 29 (12/23/87)   49.315  (m)          161.79   (f) ADJUSTED    1 2
 AW1904
 AW1904.Superseded values are not recommended for survey control.
 AW1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1904.See file dsdata.txt to determine how the superseded data were derived.
 AW1904
 AW1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289141(NAD 83)
 AW1904_MARKER: DB = BENCH MARK DISK
 AW1904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1904_SP_SET: STAINLESS STEEL ROD
 AW1904_STAMPING: U 1250 1978
 AW1904_MARK LOGO: NGS   
 AW1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1904+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW1904
 AW1904  HISTORY     - Date     Condition        Report By
 AW1904  HISTORY     - 1978     MONUMENTED       NGS
 AW1904  HISTORY     - 1986     GOOD             NGS
 AW1904  HISTORY     - 19931106 GOOD             USPSQD
 AW1904  HISTORY     - 20041013 GOOD             USPSQD
 AW1904  HISTORY     - 20051026 GOOD             USPSQD
 AW1904
 AW1904                          STATION DESCRIPTION
 AW1904
 AW1904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1904'8.2 MI SE FROM HOCKLEY.
 AW1904'2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF HIGHWAY
 AW1904'290 AND HEGAR ROAD IN HOCKLEY, AND THENCE ABOUT 6.2 MILES SOUTH ALONG
 AW1904'KATY-HOCKLEY ROAD.  SET ON THE NORTHEAST CORNER OF THE JUNCTION OF
 AW1904'KATY-HOCKLEY ROAD AND HOUSE AND HAHL ROAD, 34 FEET EAST OF THE CENTER-
 AW1904'LINE OF KATY HOCKLEY ROAD, 30 FEET NORTH OF THE CENTERLINE OF HOUSE
 AW1904'AND HAHL ROAD, 13.5 FEET SOUTH OF THE CENTER OF A PRIVATE FIELD DRIVE,
 AW1904'AND 4 FEET NORTHEAST OF THE FENCE CORNER POST.  DISK IS LEVEL WITH THE
 AW1904'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW1904
 AW1904                          STATION RECOVERY (1986)
 AW1904
 AW1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1904'RECOVERED IN GOOD CONDITION.
 AW1904
 AW1904                          STATION RECOVERY (1993)
 AW1904
 AW1904'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1904'RECOVERED IN GOOD CONDITION.
 AW1904
 AW1904                          STATION RECOVERY (2004)
 AW1904
 AW1904'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1904'RECOVERED IN GOOD CONDITION.
 AW1904
 AW1904                          STATION RECOVERY (2005)
 AW1904
 AW1904'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1904'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2182 ***********************************************************************
 AW2182  DESIGNATION -  U 1251
 AW2182  PID         -  AW2182
 AW2182  STATE/COUNTY-  TX/WALLER
 AW2182  USGS QUAD   -  KATY (1980)
 AW2182
 AW2182                         *CURRENT SURVEY CONTROL
 AW2182  ___________________________________________________________________
 AW2182* NAD 83(1986)-  29 52 29.     (N)    095 52 27.     (W)     SCALED    
 AW2182* NAVD 88     -        53.46   (+/-2cm)     175.4    (feet)  VERTCON   
 AW2182  ___________________________________________________________________
 AW2182  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW2182
 AW2182  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2182
 AW2182.The horizontal coordinates were scaled from a topographic map and have
 AW2182.an estimated accuracy of +/- 6 seconds.
 AW2182
 AW2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2182.The vertical order pertains to the NGVD 29 superseded value.
 AW2182
 AW2182.The geoid height was determined by GEOID03.
 AW2182
 AW2182;                    North         East    Units  Estimated Accuracy
 AW2182;SPC TXSC     - 4,230,280.      901,910.      MT  (+/- 180 meters Scaled)
 AW2182
 AW2182                          SUPERSEDED SURVEY CONTROL
 AW2182
 AW2182  NGVD 29 (04/06/79)   53.451  (m)          175.36   (f) ADJUSTED    1 2
 AW2182
 AW2182.Superseded values are not recommended for survey control.
 AW2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2182.See file dsdata.txt to determine how the superseded data were derived.
 AW2182
 AW2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP223083(NAD 83)
 AW2182_MARKER: DB = BENCH MARK DISK
 AW2182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2182_SP_SET: HEADWALL
 AW2182_STAMPING: U 1251 1978
 AW2182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2182+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2182
 AW2182  HISTORY     - Date     Condition        Report By
 AW2182  HISTORY     - 1978     MONUMENTED       NGS
 AW2182  HISTORY     - 20041014 GOOD             USPSQD
 AW2182
 AW2182                          STATION DESCRIPTION
 AW2182
 AW2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2182'9.0 MI NW FROM KATY.
 AW2182'6.1 MILES NORTH ALONG KATY HOCKLEY ROAD FROM THE JUNCTION OF U.S.
 AW2182'HIGHWAY 90 AND AVENUE D IN KATY, AND THENCE 2.9 MILES WEST ALONG
 AW2182'FARM ROAD (FM) 529.  SET IN TOP OF THE EAST END OF THE NORTH HEADWALL
 AW2182'TO A DOUBLE 36 INCH PIPE CULVERT, 77 FEET EAST OF A PIPE LINE CROSSING
 AW2182'WITH SIGN NUMBER 212, 24 FEET NORTH OF THE CENTERLINE OF FARM ROAD
 AW2182'529, 27 FEET WEST OF THE CENTER OF A PRIVATE DRIVE LEADING NORTH, AND
 AW2182'0.6 FOOT WEST OF THE EAST END OF THE HEADWALL.
 AW2182
 AW2182                          STATION RECOVERY (2004)
 AW2182
 AW2182'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2182'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1878 ***********************************************************************
 BL1878  DESIGNATION -  U 1252
 BL1878  PID         -  BL1878
 BL1878  STATE/COUNTY-  TX/HARRIS
 BL1878  USGS QUAD   -  SPRING (1982)
 BL1878
 BL1878                         *CURRENT SURVEY CONTROL
 BL1878  ___________________________________________________________________
 BL1878* NAD 83(1986)-  30 05 42.     (N)    095 29 45.     (W)     SCALED    
 BL1878* NAVD 88     -        43.117  (meters)     141.46   (feet)  ADJUSTED  
 BL1878  ___________________________________________________________________
 BL1878  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1878  DYNAMIC HT  -          43.059 (meters)     141.27  (feet)  COMP
 BL1878  MODELED GRAV-     979,299.5   (mgal)                       NAVD 88
 BL1878
 BL1878  VERT ORDER  -  FIRST     CLASS II
 BL1878
 BL1878.The horizontal coordinates were scaled from a topographic map and have
 BL1878.an estimated accuracy of +/- 6 seconds.
 BL1878
 BL1878.The orthometric height was determined by differential leveling
 BL1878.and adjusted by the National Geodetic Survey in June 1991..
 BL1878
 BL1878.The geoid height was determined by GEOID03.
 BL1878
 BL1878.The dynamic height is computed by dividing the NAVD 88
 BL1878.geopotential number by the normal gravity value computed on the
 BL1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1878.degrees latitude (g = 980.6199 gals.).
 BL1878
 BL1878.The modeled gravity was interpolated from observed gravity values.
 BL1878
 BL1878;                    North         East    Units  Estimated Accuracy
 BL1878;SPC TXSC     - 4,255,720.      937,710.      MT  (+/- 180 meters Scaled)
 BL1878
 BL1878                          SUPERSEDED SURVEY CONTROL
 BL1878
 BL1878  NGVD 29 (12/23/87)   43.116  (m)          141.46   (f) ADJUSTED    1 2
 BL1878
 BL1878.Superseded values are not recommended for survey control.
 BL1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1878.See file dsdata.txt to determine how the superseded data were derived.
 BL1878
 BL1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP594319(NAD 83)
 BL1878_MARKER: DB = BENCH MARK DISK
 BL1878_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1878_SP_SET: STAINLESS STEEL ROD
 BL1878_STAMPING: U 1252 1978
 BL1878_MARK LOGO: NGS   
 BL1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1878
 BL1878  HISTORY     - Date     Condition        Report By
 BL1878  HISTORY     - 1978     MONUMENTED       NGS
 BL1878  HISTORY     - 1986     GOOD             NGS
 BL1878  HISTORY     - 19950905 GOOD             USPSQD
 BL1878  HISTORY     - 20050812 MARK NOT FOUND   GEOCAC
 BL1878
 BL1878                          STATION DESCRIPTION
 BL1878
 BL1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1878'4.9 MI WEST FROM SPRING.
 BL1878'4.9 MILES WEST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL1878'OF HARDY STREET IN SPRING.  AT THE SOUTH END OF A MEDIUM FOR THE
 BL1878'SIGNING OF FOX HOLLOW HOMES ON ROTHWOOD ROAD, 331 FEET NORTHEAST OF
 BL1878'THE NORTH RAIL, 23.5 FEET EAST OF THE CENTERLINE OF THE SOUTH BOUND
 BL1878'LANES OF ROTHWOOD ROAD, 21.5 FEET WEST OF THE CENTERLINE OF THE NORTH
 BL1878'BOUND LANES OF ROTHWOOD ROAD, 22 FEET SOUTH OF THE CENTER OF THE
 BL1878'SOUTH SIDE OF A LARGE FOX HOLLOW SIGNING, AND 1 FOOT NORTH OF THE
 BL1878'SOUTH CURB OF THE MEDIUM.  DISK IS LEVEL WITH THE CURB, ACCESS TO
 BL1878'WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1878
 BL1878                          STATION RECOVERY (1986)
 BL1878
 BL1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1878'RECOVERED IN GOOD CONDITION.
 BL1878
 BL1878                          STATION RECOVERY (1995)
 BL1878
 BL1878'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1878'RECOVERED IN GOOD CONDITION.
 BL1878
 BL1878                          STATION RECOVERY (2005)
 BL1878
 BL1878'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1878'DISK IS MISSING. STAINLESS ROD IN 4 INCH PVC SLEEVE WAS FOUND. TOP 15
 BL1878'CM OF ROD BENT NEARLY 90 DEGREES AS IF RUN OVER BY HEAVY TRUCK. PVC
 BL1878'CAP AND TOP OF PVC SLEEVE MISSING.
 BL1878'LAT/LON BY HANDHELD GPS(NAD83) N30 05 44.6 W095 29 45.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0088 ***********************************************************************
 AM0088  DESIGNATION -  U 1255
 AM0088  PID         -  AM0088
 AM0088  STATE/COUNTY-  TX/BRAZORIA
 AM0088  USGS QUAD   -  FREEPORT (1974)
 AM0088
 AM0088                         *CURRENT SURVEY CONTROL
 AM0088  ___________________________________________________________________
 AM0088* NAD 83(1986)-  28 58 35.     (N)    095 19 27.     (W)     SCALED    
 AM0088* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 AM0088  ___________________________________________________________________
 AM0088  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AM0088
 AM0088  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0088
 AM0088.The horizontal coordinates were scaled from a topographic map and have
 AM0088.an estimated accuracy of +/- 6 seconds.
 AM0088
 AM0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0088.The vertical order pertains to the NGVD 29 superseded value.
 AM0088
 AM0088.The geoid height was determined by GEOID03.
 AM0088
 AM0088;                    North         East    Units  Estimated Accuracy
 AM0088;SPC TXSC     - 4,132,310.      958,150.      MT  (+/- 180 meters Scaled)
 AM0088
 AM0088                          SUPERSEDED SURVEY CONTROL
 AM0088
 AM0088  NGVD 29 (??/??/92)    0.938  (m)            3.08   (f) ADJ UNCH    1 1
 AM0088
 AM0088.Superseded values are not recommended for survey control.
 AM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0088.See file dsdata.txt to determine how the superseded data were derived.
 AM0088
 AM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN735075(NAD 83)
 AM0088_MARKER: DB = BENCH MARK DISK
 AM0088_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0088_SP_SET: STAINLESS STEEL ROD
 AM0088_STAMPING: U 1255 1978
 AM0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0088
 AM0088  HISTORY     - Date     Condition        Report By
 AM0088  HISTORY     - 1978     MONUMENTED       NGS
 AM0088  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AM0088  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0088  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0088
 AM0088                          STATION DESCRIPTION
 AM0088
 AM0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0088'2.9 MI WEST FROM SURFSIDE.
 AM0088'2.9 MILES WEST ALONG STATE HIGHWAY 332 FROM ITS JUNCTION
 AM0088'WITH COUNTY ROAD 257 IN SURFSIDE, 75 FT NORTH OF THE CENTERLINE
 AM0088'OF THE HIGHWAY, 1 FT SOUTH OF A FENCELINE, 46 FT NORTHEAST OF
 AM0088'THE EAST END OF A 24 INCH PIPE CULVERT, 140 FT NORTHWEST OF THE
 AM0088'NORTHWEST CORNER OF THE SURF GROCERY STORE BUILDING, 25 FT
 AM0088'EAST OF A CORNER FENCE POST.
 AM0088
 AM0088                          STATION RECOVERY (1989)
 AM0088
 AM0088'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0088'MARK NOT FOUND.
 AM0088
 AM0088                          STATION RECOVERY (1998)
 AM0088
 AM0088'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0088'MARK NOT FOUND.
 AM0088
 AM0088                          STATION RECOVERY (2005)
 AM0088
 AM0088'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0140 ***********************************************************************
 AM0140  DESIGNATION -  U 1256
 AM0140  PID         -  AM0140
 AM0140  STATE/COUNTY-  TX/MATAGORDA
 AM0140  USGS QUAD   -  MATAGORDA (1972)
 AM0140
 AM0140                         *CURRENT SURVEY CONTROL
 AM0140  ___________________________________________________________________
 AM0140* NAD 83(1986)-  28 44 33.     (N)    095 57 00.     (W)     SCALED    
 AM0140* NAVD 88     -         5.24   (+/-2cm)      17.2    (feet)  VERTCON   
 AM0140  ___________________________________________________________________
 AM0140  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AM0140
 AM0140  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0140
 AM0140.The horizontal coordinates were scaled from a topographic map and have
 AM0140.an estimated accuracy of +/- 6 seconds.
 AM0140
 AM0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0140.The vertical order pertains to the NGVD 29 superseded value.
 AM0140
 AM0140.The geoid height was determined by GEOID03.
 AM0140
 AM0140;                    North         East    Units  Estimated Accuracy
 AM0140;SPC TXSC     - 4,104,650.      897,860.      MT  (+/- 180 meters Scaled)
 AM0140
 AM0140                          SUPERSEDED SURVEY CONTROL
 AM0140
 AM0140  NGVD 29 (??/??/92)    5.293  (m)           17.37   (f) ADJ UNCH    1 1
 AM0140
 AM0140.Superseded values are not recommended for survey control.
 AM0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0140.See file dsdata.txt to determine how the superseded data were derived.
 AM0140
 AM0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM118830(NAD 83)
 AM0140_MARKER: DB = BENCH MARK DISK
 AM0140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0140_SP_SET: STAINLESS STEEL ROD
 AM0140_STAMPING: U 1256 1978
 AM0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0140+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0140
 AM0140  HISTORY     - Date     Condition        Report By
 AM0140  HISTORY     - 1978     MONUMENTED       NGS
 AM0140  HISTORY     - 20060316 GOOD             USPSQD
 AM0140
 AM0140                          STATION DESCRIPTION
 AM0140
 AM0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0140'3.95 MI NORTH FROM MATAGORDA.
 AM0140'3.95 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AM0140'MATAGODA, 51 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FT. NORTH
 AM0140'OF A TELEPHONE POLE.
 AM0140
 AM0140                          STATION RECOVERY (2006)
 AM0140
 AM0140'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0140'FOUND AS DESCRIBED.  GO TO N28 44 35.2 W095 57 00.7.  THE MARK IS 2
 AM0140'FOOT NORTH OF METAL WITNESS POST. IT IS I FOOT WEST OF FENCE WITH
 AM0140'ORNAGE TAPE ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0041 ***********************************************************************
 AH0041  DESIGNATION -  U 1257
 AH0041  PID         -  AH0041
 AH0041  STATE/COUNTY-  TX/ARANSAS
 AH0041  USGS QUAD   -  ARANSAS PASS (1975)
 AH0041
 AH0041                         *CURRENT SURVEY CONTROL
 AH0041  ___________________________________________________________________
 AH0041* NAD 83(1986)-  27 54 55.     (N)    097 08 14.     (W)     SCALED    
 AH0041* NAVD 88     -         2.267  (meters)       7.44   (feet)  ADJUSTED  
 AH0041  ___________________________________________________________________
 AH0041  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH0041  DYNAMIC HT  -           2.263 (meters)       7.42  (feet)  COMP
 AH0041  MODELED GRAV-     979,144.4   (mgal)                       NAVD 88
 AH0041
 AH0041  VERT ORDER  -  FIRST     CLASS I
 AH0041
 AH0041.The horizontal coordinates were scaled from a topographic map and have
 AH0041.an estimated accuracy of +/- 6 seconds.
 AH0041
 AH0041.The orthometric height was determined by differential leveling
 AH0041.and adjusted by the National Geodetic Survey in June 1991..
 AH0041
 AH0041.The geoid height was determined by GEOID03.
 AH0041
 AH0041.The dynamic height is computed by dividing the NAVD 88
 AH0041.geopotential number by the normal gravity value computed on the
 AH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0041.degrees latitude (g = 980.6199 gals.).
 AH0041
 AH0041.The modeled gravity was interpolated from observed gravity values.
 AH0041
 AH0041;                    North         East    Units  Estimated Accuracy
 AH0041;SPC TXSC     - 4,010,540.      783,390.      MT  (+/- 180 meters Scaled)
 AH0041
 AH0041                          SUPERSEDED SURVEY CONTROL
 AH0041
 AH0041  NGVD 29 (??/??/92)    2.396  (m)            7.86   (f) ADJ UNCH    1 1
 AH0041
 AH0041.Superseded values are not recommended for survey control.
 AH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0041.See file dsdata.txt to determine how the superseded data were derived.
 AH0041
 AH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR833892(NAD 83)
 AH0041_MARKER: DB = BENCH MARK DISK
 AH0041_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0041_SP_SET: STAINLESS STEEL ROD
 AH0041_STAMPING: U 1257 1978
 AH0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0041
 AH0041  HISTORY     - Date     Condition        Report By
 AH0041  HISTORY     - 1978     MONUMENTED       NGS
 AH0041
 AH0041                          STATION DESCRIPTION
 AH0041
 AH0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0041'1.0 MI NE FROM ARANSAS PASS.
 AH0041'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 35 (NORTH COMMERCIAL STREET)
 AH0041'FROM THE JUNCTION OF STATE HIGHWAY 361 AT ARANSAS PASS, AT THE
 AH0041'SOUTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 35 AND MYRTLE
 AH0041'STREET, 49 FEET EAST OF THE HIGHWAY AND 40 FEET SOUTH OF THE
 AH0041'CENTERLINE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1863 ***********************************************************************
 AN1863  DESIGNATION -  U 1272
 AN1863  PID         -  AN1863
 AN1863  STATE/COUNTY-  TX/SAN PATRICIO
 AN1863  USGS QUAD   -  SINTON EAST (1979)
 AN1863
 AN1863                         *CURRENT SURVEY CONTROL
 AN1863  ___________________________________________________________________
 AN1863* NAD 83(1986)-  28 06 27.     (N)    097 27 17.     (W)     SCALED    
 AN1863* NAVD 88     -        14.626  (meters)      47.99   (feet)  ADJUSTED  
 AN1863  ___________________________________________________________________
 AN1863  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN1863  DYNAMIC HT  -          14.604 (meters)      47.91  (feet)  COMP
 AN1863  MODELED GRAV-     979,139.5   (mgal)                       NAVD 88
 AN1863
 AN1863  VERT ORDER  -  FIRST     CLASS I
 AN1863
 AN1863.The horizontal coordinates were scaled from a topographic map and have
 AN1863.an estimated accuracy of +/- 6 seconds.
 AN1863
 AN1863.The orthometric height was determined by differential leveling
 AN1863.and adjusted by the National Geodetic Survey in June 1991..
 AN1863
 AN1863.The geoid height was determined by GEOID03.
 AN1863
 AN1863.The dynamic height is computed by dividing the NAVD 88
 AN1863.geopotential number by the normal gravity value computed on the
 AN1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1863.degrees latitude (g = 980.6199 gals.).
 AN1863
 AN1863.The modeled gravity was interpolated from observed gravity values.
 AN1863
 AN1863;                    North         East    Units  Estimated Accuracy
 AN1863;SPC TX S     - 5,270,870.      402,720.      MT  (+/- 180 meters Scaled)
 AN1863
 AN1863                          SUPERSEDED SURVEY CONTROL
 AN1863
 AN1863  NGVD 29 (??/??/92)   14.795  (m)           48.54   (f) ADJ UNCH    1 1
 AN1863
 AN1863.Superseded values are not recommended for survey control.
 AN1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1863.See file dsdata.txt to determine how the superseded data were derived.
 AN1863
 AN1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS517100(NAD 83)
 AN1863_MARKER: DB = BENCH MARK DISK
 AN1863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1863_SP_SET: STAINLESS STEEL ROD
 AN1863_STAMPING: U 1272 1978
 AN1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1863
 AN1863  HISTORY     - Date     Condition        Report By
 AN1863  HISTORY     - 1978     MONUMENTED       NGS
 AN1863  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1863  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1863
 AN1863                          STATION DESCRIPTION
 AN1863
 AN1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1863'5.9 MI NE FROM SINTON.
 AN1863'5.9 MILES NORTHEAST ALONG U. S. HIGHWAY 77 FROM ITS JUNCTION WITH U.
 AN1863'S. HIGHWAY 181 IN SINTON, 40 FEET SOUTHEAST OF THE CENTER OF THE
 AN1863'HIGHWAY, 29 FEET NORTHWEST OF THE CENTER OF THE MISSOURI PACIFIC
 AN1863'RAILROAD TRACK AND 1 FOOT NORTHEAST OF MILE POLE 168.
 AN1863
 AN1863                          STATION RECOVERY (1990)
 AN1863
 AN1863'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1863'MARK NOT FOUND.
 AN1863
 AN1863                          STATION RECOVERY (1995)
 AN1863
 AN1863'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1858 ***********************************************************************
 AN1858  DESIGNATION -  U 1273
 AN1858  PID         -  AN1858
 AN1858  STATE/COUNTY-  TX/REFUGIO
 AN1858  USGS QUAD   -  CRANELL (1978)
 AN1858
 AN1858                         *CURRENT SURVEY CONTROL
 AN1858  ___________________________________________________________________
 AN1858* NAD 83(1986)-  28 10 05.     (N)    097 23 35.     (W)     SCALED    
 AN1858* NAVD 88     -        13.934  (meters)      45.72   (feet)  ADJUSTED  
 AN1858  ___________________________________________________________________
 AN1858  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN1858  DYNAMIC HT  -          13.913 (meters)      45.65  (feet)  COMP
 AN1858  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 AN1858
 AN1858  VERT ORDER  -  FIRST     CLASS I
 AN1858
 AN1858.The horizontal coordinates were scaled from a topographic map and have
 AN1858.an estimated accuracy of +/- 6 seconds.
 AN1858
 AN1858.The orthometric height was determined by differential leveling
 AN1858.and adjusted by the National Geodetic Survey in June 1991..
 AN1858
 AN1858.The geoid height was determined by GEOID03.
 AN1858
 AN1858.The dynamic height is computed by dividing the NAVD 88
 AN1858.geopotential number by the normal gravity value computed on the
 AN1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1858.degrees latitude (g = 980.6199 gals.).
 AN1858
 AN1858.The modeled gravity was interpolated from observed gravity values.
 AN1858
 AN1858;                    North         East    Units  Estimated Accuracy
 AN1858;SPC TXSC     - 4,038,180.      757,820.      MT  (+/- 180 meters Scaled)
 AN1858
 AN1858                          SUPERSEDED SURVEY CONTROL
 AN1858
 AN1858  NGVD 29 (??/??/92)   14.103  (m)           46.27   (f) ADJ UNCH    1 1
 AN1858
 AN1858.Superseded values are not recommended for survey control.
 AN1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1858.See file dsdata.txt to determine how the superseded data were derived.
 AN1858
 AN1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS577168(NAD 83)
 AN1858_MARKER: DB = BENCH MARK DISK
 AN1858_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1858_SP_SET: STAINLESS STEEL ROD
 AN1858_STAMPING: U 1273 1978
 AN1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1858
 AN1858  HISTORY     - Date     Condition        Report By
 AN1858  HISTORY     - 1978     MONUMENTED       NGS
 AN1858  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1858
 AN1858                          STATION DESCRIPTION
 AN1858
 AN1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1858'6.4 MI SW FROM WOODSBORO.
 AN1858'6.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF
 AN1858'FARM ROAD 136, 0.3 MILE SOUTHWEST OF A ROADSIDE PARK, 1.0 MILE
 AN1858'NORTHEAST OF A PRIVATE ROAD LEADING SOUTH TO THE ROOKE RANCH,
 AN1858'100 FT SOUTHEAST OF THE SOUTHEAST RAIL OF THE MISSOURI PACIFIC
 AN1858'RAILROAD, 12 FT SOUTHWEST OF A CATTLE LOADING PEN, 1 FT NORTHWEST
 AN1858'OF A FENCE.
 AN1858
 AN1858                          STATION RECOVERY (1999)
 AN1858
 AN1858'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0038 ***********************************************************************
 AW0038  DESIGNATION -  U 1274
 AW0038  PID         -  AW0038
 AW0038  STATE/COUNTY-  TX/BRAZORIA
 AW0038  USGS QUAD   -  DANBURY (1974)
 AW0038
 AW0038                         *CURRENT SURVEY CONTROL
 AW0038  ___________________________________________________________________
 AW0038* NAD 83(1986)-  29 08 30.     (N)    095 15 32.     (W)     SCALED    
 AW0038* NAVD 88     -         2.45   (+/-2cm)       8.0    (feet)  VERTCON   
 AW0038  ___________________________________________________________________
 AW0038  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW0038
 AW0038  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0038
 AW0038.The horizontal coordinates were scaled from a topographic map and have
 AW0038.an estimated accuracy of +/- 6 seconds.
 AW0038
 AW0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0038.The vertical order pertains to the NGVD 29 superseded value.
 AW0038
 AW0038.The geoid height was determined by GEOID03.
 AW0038
 AW0038;                    North         East    Units  Estimated Accuracy
 AW0038;SPC TXSC     - 4,150,820.      963,920.      MT  (+/- 180 meters Scaled)
 AW0038
 AW0038                          SUPERSEDED SURVEY CONTROL
 AW0038
 AW0038  NGVD 29 (??/??/92)    2.451  (m)            8.04   (f) ADJ UNCH    1 1
 AW0038
 AW0038.Superseded values are not recommended for survey control.
 AW0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0038.See file dsdata.txt to determine how the superseded data were derived.
 AW0038
 AW0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN802257(NAD 83)
 AW0038_MARKER: DB = BENCH MARK DISK
 AW0038_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0038_SP_SET: GALVANIZED STEEL ROD
 AW0038_STAMPING: U 1274 1978
 AW0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0038+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0038
 AW0038  HISTORY     - Date     Condition        Report By
 AW0038  HISTORY     - 1978     MONUMENTED       NGS
 AW0038  HISTORY     - 20040319 GOOD             USPSQD
 AW0038
 AW0038                          STATION DESCRIPTION
 AW0038
 AW0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0038'16.3 MI NE FROM FREEPORT.
 AW0038'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0038'BOULEVARD AT FREEPORT, THENCE 9.5 MILES NORTHEAST ALONG COUNTH ROAD
 AW0038'227, 8.5 MILES SOUTHEAST OF DANBURY, 175 FT SOUTHEAST OF THE CENTER
 AW0038'OF THE JUNCTION OF COUNTY ROAD 203, 12 FT SOUTHEAST OF THE CENTER
 AW0038'LINE OF A FIELD ENTRANCE ROAD, 2 FT NORTHEAST OF A FENCE.
 AW0038
 AW0038                          STATION RECOVERY (2004)
 AW0038
 AW0038'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2076 ***********************************************************************
 AW2076  DESIGNATION -  U 1277
 AW2076  PID         -  AW2076
 AW2076  STATE/COUNTY-  TX/HARRIS
 AW2076  USGS QUAD   -  LEAGUE CITY (1995)
 AW2076
 AW2076                         *CURRENT SURVEY CONTROL
 AW2076  ___________________________________________________________________
 AW2076* NAD 83(1986)-  29 36 17.     (N)    095 04 25.     (W)     SCALED    
 AW2076* NAVD 88     -         3.729  (meters)      12.23   (feet)  ADJUSTED  
 AW2076  ___________________________________________________________________
 AW2076  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW2076  DYNAMIC HT  -           3.723 (meters)      12.21  (feet)  COMP
 AW2076  MODELED GRAV-     979,276.0   (mgal)                       NAVD 88
 AW2076
 AW2076  VERT ORDER  -  FIRST     CLASS II
 AW2076
 AW2076.The horizontal coordinates were scaled from a topographic map and have
 AW2076.an estimated accuracy of +/- 6 seconds.
 AW2076
 AW2076.The orthometric height was determined by differential leveling
 AW2076.and adjusted by the National Geodetic Survey in June 1991..
 AW2076
 AW2076.The geoid height was determined by GEOID03.
 AW2076
 AW2076.The dynamic height is computed by dividing the NAVD 88
 AW2076.geopotential number by the normal gravity value computed on the
 AW2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2076.degrees latitude (g = 980.6199 gals.).
 AW2076
 AW2076.The modeled gravity was interpolated from observed gravity values.
 AW2076
 AW2076;                    North         East    Units  Estimated Accuracy
 AW2076;SPC TXSC     - 4,202,700.      980,220.      MT  (+/- 180 meters Scaled)
 AW2076
 AW2076                          SUPERSEDED SURVEY CONTROL
 AW2076
 AW2076  NGVD 29 (12/23/87)    3.725  (m)           12.22   (f) ADJUSTED    1 2
 AW2076
 AW2076.Superseded values are not recommended for survey control.
 AW2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2076.See file dsdata.txt to determine how the superseded data were derived.
 AW2076
 AW2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN991767(NAD 83)
 AW2076_MARKER: DB = BENCH MARK DISK
 AW2076_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2076_SP_SET: STAINLESS STEEL ROD
 AW2076_STAMPING: U 1277 1978
 AW2076_MARK LOGO: NGS   
 AW2076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2076+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW2076
 AW2076  HISTORY     - Date     Condition        Report By
 AW2076  HISTORY     - 1978     MONUMENTED       NGS
 AW2076  HISTORY     - 1987     GOOD             USPSQD
 AW2076  HISTORY     - 1987     GOOD             NGS
 AW2076  HISTORY     - 1989     GOOD             USPSQD
 AW2076  HISTORY     - 1990     GOOD             USPSQD
 AW2076  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2076  HISTORY     - 19931122 GOOD             USPSQD
 AW2076  HISTORY     - 20050116 GOOD             USPSQD
 AW2076
 AW2076                          STATION DESCRIPTION
 AW2076
 AW2076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2076'8.6 MI SE FROM GENOA.
 AW2076'ABOUT 5.7 MILES EAST ALONG GENOA-RED BLUFF ROAD FROM ITS JUNCTION WITH
 AW2076'STATE HIGHWAY 3 IN GENOA, AND THENCE 2.9 MILES SOUTHEAST ALONG RED
 AW2076'BLUFF ROAD.  0.3 MILE NORTHWEST OF BAY AREA BOULEVARD, 58 FEET
 AW2076'NORTHEAST OF A 6 INCH TEABERRY TREE, 36.5 FEET SOUTHWEST OF THE
 AW2076'CENTERLINE OF THE SOUTH LANES OF THE HIGHWAY, AND 20.5 FEET SOUTHWEST
 AW2076'OF THE SOUTHWEST CURB OF THE SOUTH LANES.
 AW2076
 AW2076                          STATION RECOVERY (1987)
 AW2076
 AW2076'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2076'RECOVERED IN GOOD CONDITION.
 AW2076
 AW2076                          STATION RECOVERY (1987)
 AW2076
 AW2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2076'RECOVERED IN GOOD CONDITION.
 AW2076
 AW2076                          STATION RECOVERY (1989)
 AW2076
 AW2076'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW2076'RECOVERED IN GOOD CONDITION.
 AW2076
 AW2076                          STATION RECOVERY (1990)
 AW2076
 AW2076'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW2076'RECOVERED IN GOOD CONDITION.
 AW2076
 AW2076                          STATION RECOVERY (1990)
 AW2076
 AW2076'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW2076'MARK NOT FOUND.
 AW2076
 AW2076                          STATION RECOVERY (1993)
 AW2076
 AW2076'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2076'RECOVERED IN GOOD CONDITION.
 AW2076
 AW2076                          STATION RECOVERY (2005)
 AW2076
 AW2076'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0219 ***********************************************************************
 AW0219  DESIGNATION -  U 1278
 AW0219  PID         -  AW0219
 AW0219  STATE/COUNTY-  TX/HARRIS
 AW0219  USGS QUAD   -  SETTEGAST (1995)
 AW0219
 AW0219                         *CURRENT SURVEY CONTROL
 AW0219  ___________________________________________________________________
 AW0219* NAD 83(1986)-  29 47 28.     (N)    095 20 09.     (W)     SCALED    
 AW0219* NAVD 88     -        14.42   (+/-2cm)      47.3    (feet)  VERTCON   
 AW0219  ___________________________________________________________________
 AW0219  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0219
 AW0219  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0219
 AW0219.The horizontal coordinates were scaled from a topographic map and have
 AW0219.an estimated accuracy of +/- 6 seconds.
 AW0219
 AW0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0219.The vertical order pertains to the NGVD 29 superseded value.
 AW0219
 AW0219.The geoid height was determined by GEOID03.
 AW0219
 AW0219;                    North         East    Units  Estimated Accuracy
 AW0219;SPC TXSC     - 4,222,520.      954,190.      MT  (+/- 180 meters Scaled)
 AW0219
 AW0219                          SUPERSEDED SURVEY CONTROL
 AW0219
 AW0219  NGVD 29 (??/??/??)   14.421  (m)           47.31   (f) ADJUSTED    1 2
 AW0219
 AW0219.Superseded values are not recommended for survey control.
 AW0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0219.See file dsdata.txt to determine how the superseded data were derived.
 AW0219
 AW0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN742979(NAD 83)
 AW0219_MARKER: DB = BENCH MARK DISK
 AW0219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0219_SP_SET: STAINLESS STEEL ROD
 AW0219_STAMPING: U 1278 1978
 AW0219_MARK LOGO: NGS   
 AW0219_PROJECTION: RECESSED 6 CENTIMETERS
 AW0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0219_ROD/PIPE-DEPTH: 7.3  meters
 AW0219
 AW0219  HISTORY     - Date     Condition        Report By
 AW0219  HISTORY     - 1978     MONUMENTED       NGS
 AW0219  HISTORY     - 1983     GOOD             NGS
 AW0219  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0219  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW0219
 AW0219                          STATION DESCRIPTION
 AW0219
 AW0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0219'0.6 MI SE FROM HOUSTON.
 AW0219'ABOUT 0.4 MILE EAST ALONG COLLINGSWORTH STREET FROM THE U.S. HIGHWAY
 AW0219'59 OVERPASS IN HOUSTON, AND THENCE 0.2 MILE SOUTH ON LINN AND GREGG
 AW0219'STREETS TO THE ROLAND STREET GATE TO THE CITY OF HOUSTON NORTHEAST
 AW0219'PUMPING STATION, 44.5 FEET EAST OF THE CENTERLINE OF THE JUNCTION OF
 AW0219'GREGG AND ROLAND STREETS, 38 FEET NORTHEAST OF POWER AND TELEPHONE
 AW0219'POLE NUMBER 37280 WITH A STREET LIGHT, 10 FEET NORTH OF THE
 AW0219'CENTERLINE OF THE DRIVEWAY AND GATE TO THE PUMPING STATION, 2 FEET
 AW0219'NORTHWEST OF THE NORTHGATE POST, AND 1 FOOT WEST OF A CYCLONE FENCE.
 AW0219
 AW0219                          STATION RECOVERY (1983)
 AW0219
 AW0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0219'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0219'0.6 KM (0.4 MI) EAST ALONG COLLINGSWORTH STREET FROM THE U.S. HIGHWAY
 AW0219'59 OVERPASS IN NORTHEAST HOUSTON, THENCE 0.3 KM (0.2 MI) SOUTH ALONG
 AW0219'LINN AND GREGG STREETS, AT THE INTERSECTION OF ROLAND AND GREGG
 AW0219'STREET, AT THE WEST ENTRANCE TO THE CITY OF HOUSTON NORTHEAST PUMPING
 AW0219'STATION, 13.56 METERS (44.5 FT) EAST OF THE CENTER OF THE JUNCTION OF
 AW0219'ROLAND AND GREGG STREETS, 11.58 METERS (38.0 FT) NORTHEAST OF POWER
 AW0219'AND TELEPHONE POLE NUMBER 37280 WITH STREET LIGHT ATTACHED,
 AW0219'3.05 METERS (10.0 FT) NORTH OF THE CENTER OF THE GATE AND WEST
 AW0219'ENTRANCE TO THE PUMPING STATION, 1.22 METERS (4.0 FT) EAST OF THE
 AW0219'NORTH GATE POST, 0.91 METERS (3.0 FT) EAST-SOUTHEAST OF THE SECURITY
 AW0219'FENCE, AND 0.61 METERS (2.0 FT) NORTHWEST OF THE OLD NORTH GATE POST.
 AW0219'THE MARK IS 0.15 M BELOW DRIVEWAY ENTRANCE.
 AW0219
 AW0219                          STATION RECOVERY (1986)
 AW0219
 AW0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0219'MARK NOT FOUND.
 AW0219
 AW0219                          STATION RECOVERY (1996)
 AW0219
 AW0219'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2122 ***********************************************************************
 AW2122  DESIGNATION -  U 1279
 AW2122  PID         -  AW2122
 AW2122  STATE/COUNTY-  TX/HARRIS
 AW2122  USGS QUAD   -  MISSOURI CITY (1995)
 AW2122
 AW2122                         *CURRENT SURVEY CONTROL
 AW2122  ___________________________________________________________________
 AW2122* NAD 83(1986)-  29 37 06.     (N)    095 32 25.     (W)     SCALED    
 AW2122* NAVD 88     -        23.85   (+/-2cm)      78.2    (feet)  VERTCON   
 AW2122  ___________________________________________________________________
 AW2122  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2122
 AW2122  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2122
 AW2122.The horizontal coordinates were scaled from a topographic map and have
 AW2122.an estimated accuracy of +/- 6 seconds.
 AW2122
 AW2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2122.The vertical order pertains to the NGVD 29 superseded value.
 AW2122
 AW2122.The geoid height was determined by GEOID03.
 AW2122
 AW2122;                    North         East    Units  Estimated Accuracy
 AW2122;SPC TXSC     - 4,202,780.      935,000.      MT  (+/- 180 meters Scaled)
 AW2122
 AW2122                          SUPERSEDED SURVEY CONTROL
 AW2122
 AW2122  NGVD 29 (04/06/79)   23.842  (m)           78.22   (f) ADJUSTED    1 2
 AW2122
 AW2122.Superseded values are not recommended for survey control.
 AW2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2122.See file dsdata.txt to determine how the superseded data were derived.
 AW2122
 AW2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN540791(NAD 83)
 AW2122_MARKER: DB = BENCH MARK DISK
 AW2122_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2122_SP_SET: STAINLESS STEEL ROD
 AW2122_STAMPING: U 1279 1978
 AW2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2122
 AW2122  HISTORY     - Date     Condition        Report By
 AW2122  HISTORY     - 1978     MONUMENTED       NGS
 AW2122  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2122  HISTORY     - 19910316 MARK NOT FOUND   USPSQD
 AW2122  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 AW2122
 AW2122                          STATION DESCRIPTION
 AW2122
 AW2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2122'1.0 MI EAST FROM STAFFORD.
 AW2122'ABOUT 0.7 MILE EAST ALONG NORTH MAIN STREET FROM THE JUNCTION OF
 AW2122'STAFFORD IN STAFFORD, AND THENCE 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY
 AW2122'90 ALTERNATE.  SET AT THE SCHOOL STREET CROSSOVER.  ALSO 0.2 MILE
 AW2122'SOUTHWEST OF THE JUNCTION OF FARM ROAD 2234 (PIKE ROAD), 39 FEET
 AW2122'NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 AW2122'36 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC
 AW2122'RAILROAD, 6 FEET NORTHEAST OF THE EXTENDED CENTERLINE OF SCHOOL
 AW2122'STREET, AND 2 FEET NORTH OF A TELEPHONE POLE.
 AW2122
 AW2122                          STATION RECOVERY (1986)
 AW2122
 AW2122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2122'NOT RECOVERED.
 AW2122
 AW2122                          STATION RECOVERY (1991)
 AW2122
 AW2122'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2122'MARK NOT FOUND.
 AW2122
 AW2122                          STATION RECOVERY (1996)
 AW2122
 AW2122'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0539 ***********************************************************************
 AJ0539  DESIGNATION -  U 128
 AJ0539  PID         -  AJ0539
 AJ0539  STATE/COUNTY-  TX/JIM HOGG
 AJ0539  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0539
 AJ0539                         *CURRENT SURVEY CONTROL
 AJ0539  ___________________________________________________________________
 AJ0539* NAD 83(1986)-  27 02 28.     (N)    098 31 41.     (W)     SCALED    
 AJ0539* NAVD 88     -       121.310  (meters)     398.00   (feet)  ADJUSTED  
 AJ0539  ___________________________________________________________________
 AJ0539  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AJ0539  DYNAMIC HT  -         121.114 (meters)     397.35  (feet)  COMP
 AJ0539  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 AJ0539
 AJ0539  VERT ORDER  -  SECOND    CLASS 0
 AJ0539
 AJ0539.The horizontal coordinates were scaled from a topographic map and have
 AJ0539.an estimated accuracy of +/- 6 seconds.
 AJ0539
 AJ0539.The orthometric height was determined by differential leveling
 AJ0539.and adjusted by the National Geodetic Survey in June 1991..
 AJ0539
 AJ0539.The geoid height was determined by GEOID03.
 AJ0539
 AJ0539.The dynamic height is computed by dividing the NAVD 88
 AJ0539.geopotential number by the normal gravity value computed on the
 AJ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0539.degrees latitude (g = 980.6199 gals.).
 AJ0539
 AJ0539.The modeled gravity was interpolated from observed gravity values.
 AJ0539
 AJ0539;                    North         East    Units  Estimated Accuracy
 AJ0539;SPC TX S     - 5,152,280.      297,220.      MT  (+/- 180 meters Scaled)
 AJ0539
 AJ0539                          SUPERSEDED SURVEY CONTROL
 AJ0539
 AJ0539  NGVD 29 (??/??/92)  121.353  (m)          398.14   (f) ADJ UNCH    2 0
 AJ0539
 AJ0539.Superseded values are not recommended for survey control.
 AJ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0539.See file dsdata.txt to determine how the superseded data were derived.
 AJ0539
 AJ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ468910(NAD 83)
 AJ0539_MARKER: DB = BENCH MARK DISK
 AJ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0539_STAMPING: U 128 1933
 AJ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0539+STABILITY: SURFACE MOTION
 AJ0539
 AJ0539  HISTORY     - Date     Condition        Report By
 AJ0539  HISTORY     - 1933     MONUMENTED       CGS
 AJ0539  HISTORY     - 1942     GOOD             NGS
 AJ0539
 AJ0539                          STATION DESCRIPTION
 AJ0539
 AJ0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0539'IN ALTAVISTA.
 AJ0539'BENCH MARK IS ABOUT 22.3 MILES SOUTHEAST OF HEBBRONVILLE, 24.0 FEET
 AJ0539'EAST OF THE NORTHEAST CORNER OF OLD POST OFFICE BUILDING AT ALTAVISTA.
 AJ0539'IT IS 72.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN THE NORTHWEST
 AJ0539'CORNER OF YARD AROUND WATER TANK FOR THE W.W. JONES RANCH HOUSE AND
 AJ0539'2.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  A STD. DISK SET IN
 AJ0539'CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1863 ***********************************************************************
 AW1863  DESIGNATION -  U 1281
 AW1863  PID         -  AW1863
 AW1863  STATE/COUNTY-  TX/HARRIS
 AW1863  USGS QUAD   -  CYPRESS (1995)
 AW1863
 AW1863                         *CURRENT SURVEY CONTROL
 AW1863  ___________________________________________________________________
 AW1863* NAD 83(1986)-  29 52 44.     (N)    095 40 05.     (W)     SCALED    
 AW1863* NAVD 88     -        39.062  (meters)     128.16   (feet)  ADJUSTED  
 AW1863  ___________________________________________________________________
 AW1863  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1863  DYNAMIC HT  -          39.009 (meters)     127.98  (feet)  COMP
 AW1863  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 AW1863
 AW1863  VERT ORDER  -  FIRST     CLASS II
 AW1863
 AW1863.The horizontal coordinates were scaled from a topographic map and have
 AW1863.an estimated accuracy of +/- 6 seconds.
 AW1863
 AW1863.The orthometric height was determined by differential leveling
 AW1863.and adjusted by the National Geodetic Survey in June 1991..
 AW1863
 AW1863.The geoid height was determined by GEOID03.
 AW1863
 AW1863.The dynamic height is computed by dividing the NAVD 88
 AW1863.geopotential number by the normal gravity value computed on the
 AW1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1863.degrees latitude (g = 980.6199 gals.).
 AW1863
 AW1863.The modeled gravity was interpolated from observed gravity values.
 AW1863
 AW1863;                    North         East    Units  Estimated Accuracy
 AW1863;SPC TXSC     - 4,231,290.      921,800.      MT  (+/- 180 meters Scaled)
 AW1863
 AW1863                          SUPERSEDED SURVEY CONTROL
 AW1863
 AW1863  NGVD 29 (12/23/87)   39.054  (m)          128.13   (f) ADJUSTED    1 2
 AW1863
 AW1863.Superseded values are not recommended for survey control.
 AW1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1863.See file dsdata.txt to determine how the superseded data were derived.
 AW1863
 AW1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP423083(NAD 83)
 AW1863_MARKER: DB = BENCH MARK DISK
 AW1863_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1863_SP_SET: HEADWALL
 AW1863_STAMPING: U 1281 1978
 AW1863_MARK LOGO: NGS   
 AW1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1863+STABILITY: SURFACE MOTION
 AW1863
 AW1863  HISTORY     - Date     Condition        Report By
 AW1863  HISTORY     - 1978     MONUMENTED       NGS
 AW1863  HISTORY     - 1986     GOOD             NGS
 AW1863  HISTORY     - 1987     GOOD             USPSQD
 AW1863  HISTORY     - 1987     GOOD             USPSQD
 AW1863
 AW1863                          STATION DESCRIPTION
 AW1863
 AW1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1863'9.3 MI WEST FROM FAIRBANKS.
 AW1863'3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE IN
 AW1863'FAIRBANKS, AND THENCE 5.8 MILES WEST ALONG FARM ROAD 529.  SET IN
 AW1863'TOP OF THE WEST END OF THE SOUTH HEADWALL TO A CONCRETE CULVERT, 32
 AW1863'FEET EAST OF THE EXTENDED CENTERLINE OF A PRIVATE PAVED ROAD LEADING
 AW1863'SOUTH, 14 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 529, AND 1 FOOT
 AW1863'EAST OF THE WEST END OF THE HEADWALL.
 AW1863
 AW1863                          STATION RECOVERY (1986)
 AW1863
 AW1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1863'RECOVERED IN GOOD CONDITION.
 AW1863
 AW1863                          STATION RECOVERY (1987)
 AW1863
 AW1863'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1863'RECOVERED IN GOOD CONDITION.
 AW1863
 AW1863                          STATION RECOVERY (1987)
 AW1863
 AW1863'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1810 ***********************************************************************
 AW1810  DESIGNATION -  U 1282
 AW1810  PID         -  AW1810
 AW1810  STATE/COUNTY-  TX/HARRIS
 AW1810  USGS QUAD   -  SATSUMA (1982)
 AW1810
 AW1810                         *CURRENT SURVEY CONTROL
 AW1810  ___________________________________________________________________
 AW1810* NAD 83(1986)-  29 54 22.     (N)    095 36 27.     (W)     SCALED    
 AW1810* NAVD 88     -        36.798  (meters)     120.73   (feet)  ADJUSTED  
 AW1810  ___________________________________________________________________
 AW1810  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW1810  DYNAMIC HT  -          36.748 (meters)     120.56  (feet)  COMP
 AW1810  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AW1810
 AW1810  VERT ORDER  -  FIRST     CLASS II
 AW1810
 AW1810.The horizontal coordinates were scaled from a topographic map and have
 AW1810.an estimated accuracy of +/- 6 seconds.
 AW1810
 AW1810.The orthometric height was determined by differential leveling
 AW1810.and adjusted by the National Geodetic Survey in June 1991..
 AW1810
 AW1810.The geoid height was determined by GEOID03.
 AW1810
 AW1810.The dynamic height is computed by dividing the NAVD 88
 AW1810.geopotential number by the normal gravity value computed on the
 AW1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1810.degrees latitude (g = 980.6199 gals.).
 AW1810
 AW1810.The modeled gravity was interpolated from observed gravity values.
 AW1810
 AW1810;                    North         East    Units  Estimated Accuracy
 AW1810;SPC TXSC     - 4,234,470.      927,560.      MT  (+/- 180 meters Scaled)
 AW1810
 AW1810                          SUPERSEDED SURVEY CONTROL
 AW1810
 AW1810  NGVD 29 (12/23/87)   36.791  (m)          120.71   (f) ADJUSTED    1 2
 AW1810
 AW1810.Superseded values are not recommended for survey control.
 AW1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1810.See file dsdata.txt to determine how the superseded data were derived.
 AW1810
 AW1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP482112(NAD 83)
 AW1810_MARKER: DB = BENCH MARK DISK
 AW1810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1810_SP_SET: STAINLESS STEEL ROD
 AW1810_STAMPING: U 1282 1978
 AW1810_MARK LOGO: NGS   
 AW1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1810+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 AW1810
 AW1810  HISTORY     - Date     Condition        Report By
 AW1810  HISTORY     - 1978     MONUMENTED       NGS
 AW1810  HISTORY     - 1986     GOOD             NGS
 AW1810  HISTORY     - 1991     GOOD             USPSQD
 AW1810  HISTORY     - 19940326 GOOD             USPSQD
 AW1810  HISTORY     - 20040715 GOOD             USPSQD
 AW1810
 AW1810                          STATION DESCRIPTION
 AW1810
 AW1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1810'5.2 MI NW FROM FAIRBANKS.
 AW1810'5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE IN
 AW1810'FAIRBANKS.  AT MILE POLE 19, AT THE SITE OF M AND J VALVE COMPANY, 65
 AW1810'FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGH-
 AW1810'WAY, 30 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1.2 FEET NORTHWEST
 AW1810'OF THE TELEPHONE POLE NORTHEAST OF AND ACROSS THE TRACKS FROM MILE
 AW1810'POLE 19.  DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH CAN BE HAD
 AW1810'THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW1810
 AW1810                          STATION RECOVERY (1986)
 AW1810
 AW1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1810'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.4 KM (5.2 MI)
 AW1810'NORTHWESTERLY ALONG HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1810'FAIRBANKS.
 AW1810
 AW1810                          STATION RECOVERY (1991)
 AW1810
 AW1810'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1810'RECOVERED IN GOOD CONDITION.
 AW1810
 AW1810                          STATION RECOVERY (1994)
 AW1810
 AW1810'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1810'RECOVERED IN GOOD CONDITION.
 AW1810
 AW1810                          STATION RECOVERY (2004)
 AW1810
 AW1810'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2389 ***********************************************************************
 BY2389  DESIGNATION -  U 1283
 BY2389  PID         -  BY2389
 BY2389  STATE/COUNTY-  TX/SHELBY
 BY2389  USGS QUAD   -  CENTER (1984)
 BY2389
 BY2389                         *CURRENT SURVEY CONTROL
 BY2389  ___________________________________________________________________
 BY2389* NAD 83(1986)-  31 45 41.     (N)    094 10 46.     (W)     SCALED    
 BY2389* NAVD 88     -        76.888  (meters)     252.26   (feet)  ADJUSTED  
 BY2389  ___________________________________________________________________
 BY2389  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BY2389  DYNAMIC HT  -          76.796 (meters)     251.95  (feet)  COMP
 BY2389  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 BY2389
 BY2389  VERT ORDER  -  FIRST     CLASS II
 BY2389
 BY2389.The horizontal coordinates were scaled from a topographic map and have
 BY2389.an estimated accuracy of +/- 6 seconds.
 BY2389
 BY2389.The orthometric height was determined by differential leveling
 BY2389.and adjusted by the National Geodetic Survey in June 1991..
 BY2389
 BY2389.The geoid height was determined by GEOID03.
 BY2389
 BY2389.The dynamic height is computed by dividing the NAVD 88
 BY2389.geopotential number by the normal gravity value computed on the
 BY2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2389.degrees latitude (g = 980.6199 gals.).
 BY2389
 BY2389.The modeled gravity was interpolated from observed gravity values.
 BY2389
 BY2389;                    North         East    Units  Estimated Accuracy
 BY2389;SPC TX C     - 3,248,340.    1,282,690.      MT  (+/- 180 meters Scaled)
 BY2389
 BY2389                          SUPERSEDED SURVEY CONTROL
 BY2389
 BY2389  NGVD 29 (??/??/??)   76.928  (m)          252.39   (f) ADJUSTED    1 2
 BY2389
 BY2389.Superseded values are not recommended for survey control.
 BY2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2389.See file dsdata.txt to determine how the superseded data were derived.
 BY2389
 BY2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR883145(NAD 83)
 BY2389_MARKER: DB = BENCH MARK DISK
 BY2389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2389_SP_SET: STAINLESS STEEL ROD
 BY2389_STAMPING: U 1283 1979
 BY2389_PROJECTION: RECESSED 5 CENTIMETERS
 BY2389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2389_ROD/PIPE-DEPTH: 9.14 meters
 BY2389
 BY2389  HISTORY     - Date     Condition        Report By
 BY2389  HISTORY     - 1979     MONUMENTED       NGS
 BY2389
 BY2389                          STATION DESCRIPTION
 BY2389
 BY2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2389'3.4 MI SOUTH FROM CENTER.
 BY2389'3.4 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2389'HIGHWAY 87 IN CENTER, AT A METAL PIPE GATE LEADING TO A SUBSTATION,
 BY2389'27.0 FT. WEST OF A DOUBLE-TRUNKED PINE TREE, 60.0 FT. EAST OF THE
 BY2389'CENTERLINE OF THE HIGHWAY, 31.0 FT. SOUTH OF THE CENTER OF THE GATE,
 BY2389'1.0 FT. WEST OF A FENCE LINE.  DISK IS 4 INCHES BELOW GROUND, ACCESS
 BY2389'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2389'THE MARK IS 1.5 FT  NW FROM A WITNESS POST.
 BY2389'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1954 ***********************************************************************
 BK1954  DESIGNATION -  U 1284
 BK1954  PID         -  BK1954
 BK1954  STATE/COUNTY-  TX/JASPER
 BK1954  USGS QUAD   -  CALL JUNCTION (1984)
 BK1954
 BK1954                         *CURRENT SURVEY CONTROL
 BK1954  ___________________________________________________________________
 BK1954* NAD 83(1986)-  30 33 42.     (N)    093 55 36.     (W)     SCALED    
 BK1954* NAVD 88     -        29.625  (meters)      97.19   (feet)  ADJUSTED  
 BK1954  ___________________________________________________________________
 BK1954  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BK1954  DYNAMIC HT  -          29.587 (meters)      97.07  (feet)  COMP
 BK1954  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BK1954  OBS GRAVITY -     979,346.4   (mgal)                       GRAV_OBS
 BK1954
 BK1954  VERT ORDER  -  FIRST     CLASS II
 BK1954
 BK1954.The horizontal coordinates were scaled from a topographic map and have
 BK1954.an estimated accuracy of +/- 6 seconds.
 BK1954
 BK1954.The orthometric height was determined by differential leveling
 BK1954.and adjusted by the National Geodetic Survey in June 1991..
 BK1954
 BK1954.The geoid height was determined by GEOID03.
 BK1954
 BK1954.The dynamic height is computed by dividing the NAVD 88
 BK1954.geopotential number by the normal gravity value computed on the
 BK1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1954.degrees latitude (g = 980.6199 gals.).
 BK1954
 BK1954.The modeled gravity was interpolated from observed gravity values.
 BK1954.The observed gravity was obtained from relative gravimeter ties
 BK1954.to the IGSN71 gravity network.
 BK1954
 BK1954;                    North         East    Units  Estimated Accuracy
 BK1954;SPC TX C     - 3,116,910.    1,314,250.      MT  (+/- 180 meters Scaled)
 BK1954
 BK1954                          SUPERSEDED SURVEY CONTROL
 BK1954
 BK1954  NGVD 29 (??/??/??)   29.605  (m)           97.13   (f) ADJUSTED    1 2
 BK1954
 BK1954.Superseded values are not recommended for survey control.
 BK1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1954.See file dsdata.txt to determine how the superseded data were derived.
 BK1954
 BK1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP111813(NAD 83)
 BK1954_MARKER: I = METAL ROD
 BK1954_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1954_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK1954_STAMPING: U 1284 1979
 BK1954_PROJECTION: FLUSH
 BK1954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1954+STABILITY: POSITION/ELEVATION WELL
 BK1954_ROD/PIPE-DEPTH: 10.7 meters
 BK1954_SLEEVE-DEPTH  : 7.32 meters
 BK1954
 BK1954  HISTORY     - Date     Condition        Report By
 BK1954  HISTORY     - 1979     MONUMENTED       NGS
 BK1954  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1954
 BK1954                          STATION DESCRIPTION
 BK1954
 BK1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1954'7.8 MI SW FROM KIRBYVILLE.
 BK1954'7.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BK1954'ROAD 1013 IN KIRBYVILLE, AT THE SOUTHWEST CORNER OF THE GOSPEL
 BK1954'LIGHTHOUSE PENTECOSTAL CHURCH, 82.0 FT. EAST OF THE CENTERLINE OF THE
 BK1954'HIGHWAY, 53 2 FT. WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BK1954'CHURCH, 7.9 FT. NORTHEAST OF AN EAST-WEST FENCE LINE, 115.0 FT.
 BK1954'SOUTHWEST OF AN EAST-WEST FENCE LINE, 22.2 FT. EAST OF A POWERLINE
 BK1954'POLE WITH COMPRESSOR, 48.4 FT. SOUTHEAST OF THE SOUTHWEST END OF A
 BK1954'24-INCH PIPE CULVERT, 6.5 FT. WEST OF A 40-INCH PINE TREE, 10.0 FT.
 BK1954'SOUTHEAST OF THE CENTER OF A BELL SYSTEM MANHOLE COVER.  DATUM POINT
 BK1954'IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO
 BK1954'CAP.
 BK1954'THE MARK IS 4.2 FT  N FROM A WITNESS POST.
 BK1954'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BK1954
 BK1954                          STATION RECOVERY (2004)
 BK1954
 BK1954'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1965 ***********************************************************************
 BK1965  DESIGNATION -  U 1285
 BK1965  PID         -  BK1965
 BK1965  STATE/COUNTY-  TX/JASPER
 BK1965  USGS QUAD   -  BUNA (1984)
 BK1965
 BK1965                         *CURRENT SURVEY CONTROL
 BK1965  ___________________________________________________________________
 BK1965* NAD 83(1986)-  30 25 07.     (N)    093 56 59.     (W)     SCALED    
 BK1965* NAVD 88     -        19.936  (meters)      65.41   (feet)  ADJUSTED  
 BK1965  ___________________________________________________________________
 BK1965  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BK1965  DYNAMIC HT  -          19.910 (meters)      65.32  (feet)  COMP
 BK1965  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 BK1965
 BK1965  VERT ORDER  -  FIRST     CLASS II
 BK1965
 BK1965.The horizontal coordinates were scaled from a topographic map and have
 BK1965.an estimated accuracy of +/- 6 seconds.
 BK1965
 BK1965.The orthometric height was determined by differential leveling
 BK1965.and adjusted by the National Geodetic Survey in June 1991..
 BK1965
 BK1965.The geoid height was determined by GEOID03.
 BK1965
 BK1965.The dynamic height is computed by dividing the NAVD 88
 BK1965.geopotential number by the normal gravity value computed on the
 BK1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1965.degrees latitude (g = 980.6199 gals.).
 BK1965
 BK1965.The modeled gravity was interpolated from observed gravity values.
 BK1965
 BK1965;                    North         East    Units  Estimated Accuracy
 BK1965;SPC TX C     - 3,100,950.    1,312,950.      MT  (+/- 180 meters Scaled)
 BK1965
 BK1965                          SUPERSEDED SURVEY CONTROL
 BK1965
 BK1965  NGVD 29 (??/??/??)   19.909  (m)           65.32   (f) ADJUSTED    1 2
 BK1965
 BK1965.Superseded values are not recommended for survey control.
 BK1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1965.See file dsdata.txt to determine how the superseded data were derived.
 BK1965
 BK1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP087655(NAD 83)
 BK1965_MARKER: I = METAL ROD
 BK1965_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1965_SP_SET: STAINLESS STEEL ROD
 BK1965_STAMPING: U 1285 1979
 BK1965_PROJECTION: FLUSH
 BK1965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1965+STABILITY: POSITION/ELEVATION WELL
 BK1965_ROD/PIPE-DEPTH: 7.62 meters
 BK1965
 BK1965  HISTORY     - Date     Condition        Report By
 BK1965  HISTORY     - 1979     MONUMENTED       NGS
 BK1965  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1965
 BK1965                          STATION DESCRIPTION
 BK1965
 BK1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1965'2.4 MI SE FROM BUNA.
 BK1965'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 BK1965'HIGHWAY 96 IN BUNA, AT THE SOUTHEAST CORNER OF AN ELECTRIC POWER
 BK1965'SUBSTATION, 60.6 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 3.0 FT.
 BK1965'NORTHWEST OF A 4-INCH BY 6-INCH WOODEN POST, 2.0 FT. NORTHWEST OF A
 BK1965'CYCLONE FENCE CORNER POST, 33.0 FT. SOUTHWEST OF A 30-INCH OAK TREE,
 BK1965'17.7 FT. SOUTHEAST OF THE CENTER OF A CYCLONE FENCE GATE, 22.0 FT.
 BK1965'WEST-SOUTHWEST OF THE SOUTHEAST END OF A 12-INCH PIPE CULVERT, 111.0
 BK1965'FT. NORTHWEST OF A PRIVATE DRIVE LEADING WEST.  DISK IS 4 INCHES
 BK1965'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BK1965'PLUG.
 BK1965'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BK1965'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BK1965
 BK1965                          STATION RECOVERY (2002)
 BK1965
 BK1965'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2416 ***********************************************************************
 BY2416  DESIGNATION -  U 1286
 BY2416  PID         -  BY2416
 BY2416  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2416  USGS QUAD   -  BRONSON (1984)
 BY2416
 BY2416                         *CURRENT SURVEY CONTROL
 BY2416  ___________________________________________________________________
 BY2416* NAD 83(1986)-  31 22 12.     (N)    094 01 50.     (W)     SCALED    
 BY2416* NAVD 88     -        99.111  (meters)     325.17   (feet)  ADJUSTED  
 BY2416  ___________________________________________________________________
 BY2416  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BY2416  DYNAMIC HT  -          98.987 (meters)     324.76  (feet)  COMP
 BY2416  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 BY2416
 BY2416  VERT ORDER  -  FIRST     CLASS II
 BY2416
 BY2416.The horizontal coordinates were scaled from a topographic map and have
 BY2416.an estimated accuracy of +/- 6 seconds.
 BY2416
 BY2416.The orthometric height was determined by differential leveling
 BY2416.and adjusted by the National Geodetic Survey in June 1991..
 BY2416
 BY2416.The geoid height was determined by GEOID03.
 BY2416
 BY2416.The dynamic height is computed by dividing the NAVD 88
 BY2416.geopotential number by the normal gravity value computed on the
 BY2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2416.degrees latitude (g = 980.6199 gals.).
 BY2416
 BY2416.The modeled gravity was interpolated from observed gravity values.
 BY2416
 BY2416;                    North         East    Units  Estimated Accuracy
 BY2416;SPC TX C     - 3,205,810.    1,299,230.      MT  (+/- 180 meters Scaled)
 BY2416
 BY2416                          SUPERSEDED SURVEY CONTROL
 BY2416
 BY2416  NGVD 29 (??/??/??)   99.132  (m)          325.24   (f) ADJUSTED    1 2
 BY2416
 BY2416.Superseded values are not recommended for survey control.
 BY2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2416.See file dsdata.txt to determine how the superseded data were derived.
 BY2416
 BY2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ019710(NAD 83)
 BY2416_MARKER: DB = BENCH MARK DISK
 BY2416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2416_SP_SET: STAINLESS STEEL ROD
 BY2416_STAMPING: U 1286 1979
 BY2416_PROJECTION: FLUSH
 BY2416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2416_ROD/PIPE-DEPTH: 3.96 meters
 BY2416
 BY2416  HISTORY     - Date     Condition        Report By
 BY2416  HISTORY     - 1979     MONUMENTED       NGS
 BY2416
 BY2416                          STATION DESCRIPTION
 BY2416
 BY2416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2416'2.0 MI NW FROM BRONSON.
 BY2416'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2416'HIGHWAY 184 IN BRONSON, AT A 10-FT. CUTBANK EAST OF THE HIGHWAY,
 BY2416'0.75 MILE NORTH OF THE SABINE-SAN AUGUSTINE COUNTY LINE, 74.5 FT.
 BY2416'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH THE EAST
 BY2416'EDGE OF A TREE LINE, 17.5 FT. EAST OF A RIGHT-OF-WAY MARKER, 9.0
 BY2416'FT. SOUTHWEST OF A RIGHT-OF-WAY MARKER.  DISK IS 4 INCHES BELOW
 BY2416'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2416'THE MARK IS 1.5 FT  NW FROM A WITNESS POST.
 BY2416'THE MARK IS 10 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2526 ***********************************************************************
 BY2526  DESIGNATION -  U 1287
 BY2526  PID         -  BY2526
 BY2526  STATE/COUNTY-  TX/NACOGDOCHES
 BY2526  USGS QUAD   -  APPLEBY (1983)
 BY2526
 BY2526                         *CURRENT SURVEY CONTROL
 BY2526  ___________________________________________________________________
 BY2526* NAD 83(1986)-  31 44 10.     (N)    094 36 03.     (W)     SCALED    
 BY2526* NAVD 88     -       119.722  (meters)     392.79   (feet)  ADJUSTED  
 BY2526  ___________________________________________________________________
 BY2526  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BY2526  DYNAMIC HT  -         119.574 (meters)     392.30  (feet)  COMP
 BY2526  MODELED GRAV-     979,408.1   (mgal)                       NAVD 88
 BY2526
 BY2526  VERT ORDER  -  FIRST     CLASS II
 BY2526
 BY2526.The horizontal coordinates were scaled from a topographic map and have
 BY2526.an estimated accuracy of +/- 6 seconds.
 BY2526
 BY2526.The orthometric height was determined by differential leveling
 BY2526.and adjusted by the National Geodetic Survey in June 1991..
 BY2526
 BY2526.The geoid height was determined by GEOID03.
 BY2526
 BY2526.The dynamic height is computed by dividing the NAVD 88
 BY2526.geopotential number by the normal gravity value computed on the
 BY2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2526.degrees latitude (g = 980.6199 gals.).
 BY2526
 BY2526.The modeled gravity was interpolated from observed gravity values.
 BY2526
 BY2526;                    North         East    Units  Estimated Accuracy
 BY2526;SPC TX C     - 3,243,410.    1,242,970.      MT  (+/- 180 meters Scaled)
 BY2526
 BY2526                          SUPERSEDED SURVEY CONTROL
 BY2526
 BY2526.No superseded survey control is available for this station.
 BY2526
 BY2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR483123(NAD 83)
 BY2526_MARKER: DB = BENCH MARK DISK
 BY2526_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2526_SP_SET: STAINLESS STEEL ROD
 BY2526_STAMPING: U 1287 1979
 BY2526_PROJECTION: PROJECTING 3 CENTIMETERS
 BY2526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2526_ROD/PIPE-DEPTH: 3.35 meters
 BY2526
 BY2526  HISTORY     - Date     Condition        Report By
 BY2526  HISTORY     - 1979     MONUMENTED       NGS
 BY2526  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY2526  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2526
 BY2526                          STATION DESCRIPTION
 BY2526
 BY2526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2526'0.95 MI NE FROM APPLEBY.
 BY2526'0.95 MILE NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY2526'ROAD 941 IN APPLEBY, AT A PRIVATE DRIVE LEADING SOUTH INTO THE HIDDEN
 BY2526'VALLEY ESTATES, 111 FT. NORTHEAST OF A TELEPHONE JUNCTION BOX, 134 FT.
 BY2526'SOUTHWEST OF CENTERLINE OF THE DRIVE, 74.0 FT. SOUTHEAST OF THE
 BY2526'CENTERLINE OF THE HIGHWAY, 4.5 FT. NORTH OF POWERLINE POLE NUMBER 135,
 BY2526'2.3 FT. NORTHEAST OF A HIGHWAY MARKER.  DISK IS 2 INCHES BELOW GROUND,
 BY2526'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2526'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BY2526'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 BY2526
 BY2526                          STATION RECOVERY (1992)
 BY2526
 BY2526'RECOVERY NOTE BY US POWER SQUADRON 1992
 BY2526'MARK NOT FOUND.
 BY2526
 BY2526                          STATION RECOVERY (1998)
 BY2526
 BY2526'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1938 ***********************************************************************
 BK1938  DESIGNATION -  U 1288
 BK1938  PID         -  BK1938
 BK1938  STATE/COUNTY-  TX/JASPER
 BK1938  USGS QUAD   -  ROGANVILLE (1984)
 BK1938
 BK1938                         *CURRENT SURVEY CONTROL
 BK1938  ___________________________________________________________________
 BK1938* NAD 83(1986)-  30 47 01.     (N)    093 57 21.     (W)     SCALED    
 BK1938* NAVD 88     -        77.528  (meters)     254.36   (feet)  ADJUSTED  
 BK1938  ___________________________________________________________________
 BK1938  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BK1938  DYNAMIC HT  -          77.427 (meters)     254.03  (feet)  COMP
 BK1938  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BK1938
 BK1938  VERT ORDER  -  FIRST     CLASS II
 BK1938
 BK1938.The horizontal coordinates were scaled from a topographic map and have
 BK1938.an estimated accuracy of +/- 6 seconds.
 BK1938
 BK1938.The orthometric height was determined by differential leveling
 BK1938.and adjusted by the National Geodetic Survey in June 1991..
 BK1938
 BK1938.The geoid height was determined by GEOID03.
 BK1938
 BK1938.The dynamic height is computed by dividing the NAVD 88
 BK1938.geopotential number by the normal gravity value computed on the
 BK1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1938.degrees latitude (g = 980.6199 gals.).
 BK1938
 BK1938.The modeled gravity was interpolated from observed gravity values.
 BK1938
 BK1938;                    North         East    Units  Estimated Accuracy
 BK1938;SPC TX C     - 3,141,310.    1,310,050.      MT  (+/- 180 meters Scaled)
 BK1938
 BK1938                          SUPERSEDED SURVEY CONTROL
 BK1938
 BK1938  NGVD 29 (??/??/??)   77.518  (m)          254.32   (f) ADJUSTED    1 2
 BK1938
 BK1938.Superseded values are not recommended for survey control.
 BK1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1938.See file dsdata.txt to determine how the superseded data were derived.
 BK1938
 BK1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ085060(NAD 83)
 BK1938_MARKER: I = METAL ROD
 BK1938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1938_SP_SET: STAINLESS STEEL ROD
 BK1938_STAMPING: U 1288 1979
 BK1938_PROJECTION: FLUSH
 BK1938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1938+STABILITY: POSITION/ELEVATION WELL
 BK1938_ROD/PIPE-DEPTH: 7.62 meters
 BK1938
 BK1938  HISTORY     - Date     Condition        Report By
 BK1938  HISTORY     - 1979     MONUMENTED       NGS
 BK1938  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 BK1938
 BK1938                          STATION DESCRIPTION
 BK1938
 BK1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1938'8.9 MI NW FROM KIRBYVILLE.
 BK1938'8.9 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BK1938'ROAD 1013 IN KIRBYVILLE, ALSO 8.85 MILES SOUTHEAST ALONG U.S.
 BK1938'HIGHWAY 96 FROM THE JUNCTION OF U.S. HIGHWAY 190 IN JASPER, 70.1 FT.
 BK1938'WEST OF THE CENTERLINE OF THE HIGHWAY, 38.4 FT. NORTHWEST OF THE
 BK1938'CENTERLINE OF A PRIVATE DRIVE LEADING WEST TO A SMALL HOUSE, 9.0 FT.
 BK1938'SOUTHEAST OF POWERLINE POLE NUMBER K 833-43 WITH TRANSFORMER, 11.7 FT.
 BK1938'NORTHWEST OF A GUY ANCHOR, 12.5 FT. WEST OF AN UNDERGROUND TELEPHONE
 BK1938'CABLE JUNCTION BOX, 78.5 FT. NORTH-NORTHEAST OF THE NORTHEAST
 BK1938'CORNER OF A SMALL HOUSE, 39.0.FT. EAST OF A 12-INCH MAGNOLIA TREE.
 BK1938'DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BK1938'PLASTIC SCREW PLUG.
 BK1938'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 BK1938'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 BK1938
 BK1938                          STATION RECOVERY (2004)
 BK1938
 BK1938'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2392 ***********************************************************************
 BX2392  DESIGNATION -  U 1289
 BX2392  PID         -  BX2392
 BX2392  STATE/COUNTY-  TX/SABINE
 BX2392  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2392
 BX2392                         *CURRENT SURVEY CONTROL
 BX2392  ___________________________________________________________________
 BX2392* NAD 83(1986)-  31 08 55.     (N)    093 58 57.     (W)     SCALED    
 BX2392* NAVD 88     -        60.841  (meters)     199.61   (feet)  ADJUSTED  
 BX2392  ___________________________________________________________________
 BX2392  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BX2392  DYNAMIC HT  -          60.763 (meters)     199.35  (feet)  COMP
 BX2392  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BX2392
 BX2392  VERT ORDER  -  FIRST     CLASS II
 BX2392
 BX2392.The horizontal coordinates were scaled from a topographic map and have
 BX2392.an estimated accuracy of +/- 6 seconds.
 BX2392
 BX2392.The orthometric height was determined by differential leveling
 BX2392.and adjusted by the National Geodetic Survey in June 1991..
 BX2392
 BX2392.The geoid height was determined by GEOID03.
 BX2392
 BX2392.The dynamic height is computed by dividing the NAVD 88
 BX2392.geopotential number by the normal gravity value computed on the
 BX2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2392.degrees latitude (g = 980.6199 gals.).
 BX2392
 BX2392.The modeled gravity was interpolated from observed gravity values.
 BX2392
 BX2392;                    North         East    Units  Estimated Accuracy
 BX2392;SPC TX C     - 3,181,560.    1,305,190.      MT  (+/- 180 meters Scaled)
 BX2392
 BX2392                          SUPERSEDED SURVEY CONTROL
 BX2392
 BX2392  NGVD 29 (??/??/??)   60.849  (m)          199.64   (f) ADJUSTED    1 2
 BX2392
 BX2392.Superseded values are not recommended for survey control.
 BX2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2392.See file dsdata.txt to determine how the superseded data were derived.
 BX2392
 BX2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ063464(NAD 83)
 BX2392_MARKER: DB = BENCH MARK DISK
 BX2392_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2392_SP_SET: STAINLESS STEEL ROD
 BX2392_STAMPING: U 1289 1979
 BX2392_PROJECTION: FLUSH
 BX2392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2392+STABILITY: POSITION/ELEVATION WELL
 BX2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2392+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 BX2392_ROD/PIPE-DEPTH: 9.14 meters
 BX2392
 BX2392  HISTORY     - Date     Condition        Report By
 BX2392  HISTORY     - 1979     MONUMENTED       NGS
 BX2392  HISTORY     - 20020712 GOOD             USPSQD
 BX2392
 BX2392                          STATION DESCRIPTION
 BX2392
 BX2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2392'7.0 MI SOUTH FROM PINELAND.
 BX2392'7.0 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2392'ROAD 83 IN PINELAND, AT THE JUNCTION OF A PAVED ROAD LEADING
 BX2392'WEST-NORTHWEST TO BROOKELAND LOOP 149, 96.5 FT. WEST OF THE CENTERLINE
 BX2392'OF THE HIGHWAY, 75.8 FT. NORTHEAST OF THE CENTERLINE OF THE
 BX2392'PAVED ROAD, 1.0 FT. EAST OF A FENCE LINE, 12.7 FT. EAST OF A TELEPHONE
 BX2392'JUNCTION BOX.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 BX2392'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2392'THE MARK IS 1 FT  WSW FROM A WITNESS POST.
 BX2392'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BX2392
 BX2392                          STATION RECOVERY (2002)
 BX2392
 BX2392'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BX2392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2497 ***********************************************************************
 BY2497  DESIGNATION -  U 1289 A
 BY2497  PID         -  BY2497
 BY2497  STATE/COUNTY-  TX/CHEROKEE
 BY2497  USGS QUAD   -  NEW SALEM (1973)
 BY2497
 BY2497                         *CURRENT SURVEY CONTROL
 BY2497  ___________________________________________________________________
 BY2497* NAD 83(1986)-  31 52 32.     (N)    094 59 43.     (W)     SCALED    
 BY2497* NAVD 88     -        92.173  (meters)     302.40   (feet)  ADJUSTED  
 BY2497  ___________________________________________________________________
 BY2497  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY2497  DYNAMIC HT  -          92.063 (meters)     302.04  (feet)  COMP
 BY2497  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 BY2497
 BY2497  VERT ORDER  -  FIRST     CLASS II
 BY2497
 BY2497.The horizontal coordinates were scaled from a topographic map and have
 BY2497.an estimated accuracy of +/- 6 seconds.
 BY2497
 BY2497.The orthometric height was determined by differential leveling
 BY2497.and adjusted by the National Geodetic Survey in June 1991..
 BY2497
 BY2497.The geoid height was determined by GEOID03.
 BY2497
 BY2497.The dynamic height is computed by dividing the NAVD 88
 BY2497.geopotential number by the normal gravity value computed on the
 BY2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2497.degrees latitude (g = 980.6199 gals.).
 BY2497
 BY2497.The modeled gravity was interpolated from observed gravity values.
 BY2497
 BY2497;                    North         East    Units  Estimated Accuracy
 BY2497;SPC TX C     - 3,256,990.    1,204,900.      MT  (+/- 180 meters Scaled)
 BY2497
 BY2497                          SUPERSEDED SURVEY CONTROL
 BY2497
 BY2497.No superseded survey control is available for this station.
 BY2497
 BY2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR112283(NAD 83)
 BY2497_MARKER: DB = BENCH MARK DISK
 BY2497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2497_SP_SET: STAINLESS STEEL ROD
 BY2497_STAMPING: U 1289 A 1979
 BY2497_PROJECTION: FLUSH
 BY2497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2497_ROD/PIPE-DEPTH: 4.88 meters
 BY2497
 BY2497  HISTORY     - Date     Condition        Report By
 BY2497  HISTORY     - 1979     MONUMENTED       NGS
 BY2497  HISTORY     - 19960420 GOOD             USPSQD
 BY2497
 BY2497                          STATION DESCRIPTION
 BY2497
 BY2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2497'1.2 MI NW FROM REKLAW.
 BY2497'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF U.S.
 BY2497'HIGHWAY 84 IN REKLAW, AT THE DIAGONAL JUNCTION OF A GRAVEL ROAD, 81.0
 BY2497'FT. NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 58.0 FT. NORTH OF THE
 BY2497'CENTERLINE OF THE ROAD, 51.0 FT. NORTHWEST OF A RAILROAD TIE FENCE
 BY2497'CORNER, 0.5 FT. SOUTHWEST OF A FENCE.  DISK IS 3 INCHES BELOW GROUND,
 BY2497'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2497'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BY2497'THE MARK IS 2 FT BELOW THE HIGHWAY.
 BY2497
 BY2497                          STATION RECOVERY (1996)
 BY2497
 BY2497'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0710 ***********************************************************************
 AE0710  DESIGNATION -  U 129
 AE0710  PID         -  AE0710
 AE0710  STATE/COUNTY-  TX/STARR
 AE0710  USGS QUAD   -  SAGUNADA RANCH (1965)
 AE0710
 AE0710                         *CURRENT SURVEY CONTROL
 AE0710  ___________________________________________________________________
 AE0710* NAD 83(1986)-  26 28 46.     (N)    098 43 42.     (W)     SCALED    
 AE0710* NAVD 88     -       120.204  (meters)     394.37   (feet)  ADJUSTED  
 AE0710  ___________________________________________________________________
 AE0710  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0710  DYNAMIC HT  -         120.005 (meters)     393.72  (feet)  COMP
 AE0710  MODELED GRAV-     978,995.2   (mgal)                       NAVD 88
 AE0710
 AE0710  VERT ORDER  -  SECOND    CLASS 0
 AE0710
 AE0710.The horizontal coordinates were scaled from a topographic map and have
 AE0710.an estimated accuracy of +/- 6 seconds.
 AE0710
 AE0710.The orthometric height was determined by differential leveling
 AE0710.and adjusted by the National Geodetic Survey in June 1991..
 AE0710
 AE0710.The geoid height was determined by GEOID03.
 AE0710
 AE0710.The dynamic height is computed by dividing the NAVD 88
 AE0710.geopotential number by the normal gravity value computed on the
 AE0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0710.degrees latitude (g = 980.6199 gals.).
 AE0710
 AE0710.The modeled gravity was interpolated from observed gravity values.
 AE0710
 AE0710;                    North         East    Units  Estimated Accuracy
 AE0710;SPC TX S     - 5,090,070.      277,240.      MT  (+/- 180 meters Scaled)
 AE0710
 AE0710                          SUPERSEDED SURVEY CONTROL
 AE0710
 AE0710  NGVD 29 (??/??/92)  120.255  (m)          394.54   (f) ADJ UNCH    2 0
 AE0710
 AE0710.Superseded values are not recommended for survey control.
 AE0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0710.See file dsdata.txt to determine how the superseded data were derived.
 AE0710
 AE0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ270288(NAD 83)
 AE0710_MARKER: DB = BENCH MARK DISK
 AE0710_SETTING: 66 = SET IN ROCK OUTCROP
 AE0710_SP_SET: LIMESTONE BEDROCK
 AE0710_STAMPING: U 129 1933 394.537
 AE0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0710+STABILITY: POSITION/ELEVATION WELL
 AE0710
 AE0710  HISTORY     - Date     Condition        Report By
 AE0710  HISTORY     - 1933     MONUMENTED       CGS
 AE0710  HISTORY     - 1942     GOOD             NGS
 AE0710  HISTORY     - 1954     MARK NOT FOUND   NGS
 AE0710
 AE0710                          STATION DESCRIPTION
 AE0710
 AE0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0710'9.8 MI N FROM RIO GRANDE CITY.
 AE0710'TO REACH FROM THE POST OFFICE AT RIO GRANDE CITY, PROCEED 9.8 MILES
 AE0710'NORTHERLY ALONG THE RIO GRANDE CITY-SANTA ELENA ROAD TO A CONCRETE
 AE0710'CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AE0710'TOP OF A 3X8 FOOT LIME STONE BED ROCK.  IT IS 46.6 FEET SOUTHWEST OF
 AE0710'THE WEST CONCRETE HEADWALL OF A 1.5 FOOT CONCRETE PIPE CULVERT UNDER
 AE0710'THE ROAD, 34.5 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AE0710'THE ROAD.
 AE0710
 AE0710                          STATION RECOVERY (1954)
 AE0710
 AE0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AE0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2470 ***********************************************************************
 BY2470  DESIGNATION -  U 1290
 BY2470  PID         -  BY2470
 BY2470  STATE/COUNTY-  TX/ANDERSON
 BY2470  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2470
 BY2470                         *CURRENT SURVEY CONTROL
 BY2470  ___________________________________________________________________
 BY2470* NAD 83(1986)-  31 49 06.     (N)    095 33 26.     (W)     SCALED    
 BY2470* NAVD 88     -       111.471  (meters)     365.72   (feet)  ADJUSTED  
 BY2470  ___________________________________________________________________
 BY2470  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY2470  DYNAMIC HT  -         111.336 (meters)     365.27  (feet)  COMP
 BY2470  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 BY2470
 BY2470  VERT ORDER  -  FIRST     CLASS II
 BY2470
 BY2470.The horizontal coordinates were scaled from a topographic map and have
 BY2470.an estimated accuracy of +/- 6 seconds.
 BY2470
 BY2470.The orthometric height was determined by differential leveling
 BY2470.and adjusted by the National Geodetic Survey in June 1991..
 BY2470
 BY2470.The geoid height was determined by GEOID03.
 BY2470
 BY2470.The dynamic height is computed by dividing the NAVD 88
 BY2470.geopotential number by the normal gravity value computed on the
 BY2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2470.degrees latitude (g = 980.6199 gals.).
 BY2470
 BY2470.The modeled gravity was interpolated from observed gravity values.
 BY2470
 BY2470;                    North         East    Units  Estimated Accuracy
 BY2470;SPC TX C     - 3,248,240.    1,152,050.      MT  (+/- 180 meters Scaled)
 BY2470
 BY2470                          SUPERSEDED SURVEY CONTROL
 BY2470
 BY2470.No superseded survey control is available for this station.
 BY2470
 BY2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR579231(NAD 83)
 BY2470_MARKER: DB = BENCH MARK DISK
 BY2470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2470_SP_SET: STAINLESS STEEL ROD
 BY2470_STAMPING: U 1290 1980
 BY2470_PROJECTION: FLUSH
 BY2470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2470_ROD/PIPE-DEPTH: 3.0  meters
 BY2470
 BY2470  HISTORY     - Date     Condition        Report By
 BY2470  HISTORY     - 1980     MONUMENTED       NGS
 BY2470
 BY2470                          STATION DESCRIPTION
 BY2470
 BY2470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2470'7.9 KM SW FROM NECHES.
 BY2470'4.2 KM. (2.6 MI.) SOUTHWEST ALONG FARM ROAD 2574 FROM THE POST OFFICE
 BY2470'IN NECHES, THENCE 3.7 KM. (2.3 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79,
 BY2470'AT THE TOP OF A HIGHWAY CUT IN A HILL, 0.4 KM. (0.25 MI.) WEST OF
 BY2470'HURRICANE CREEK, 37.8 M. (124 FT.) SOUTHWEST OF A TELEPHONE JUNCTION
 BY2470'BOX AND A SAWED OFF TELEPHONE POLE NUMBERED T1 78A LP6, 25.9 M.
 BY2470'(85.0 FT.) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.4 M.
 BY2470'(11.0 FT.) NORTHEAST OF A 40-CM. BLACK FENCE POST, 0.2 M. (0.5 FT.)
 BY2470'NORTHWEST OF A FENCE.  DISK IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS
 BY2470'HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2470'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 BY2470'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1131 ***********************************************************************
 BZ1131  DESIGNATION -  U 1291
 BZ1131  PID         -  BZ1131
 BZ1131  STATE/COUNTY-  TX/LEON
 BZ1131  USGS QUAD   -  BUFFALO (1982)
 BZ1131
 BZ1131                         *CURRENT SURVEY CONTROL
 BZ1131  ___________________________________________________________________
 BZ1131* NAD 83(1986)-  31 27 41.     (N)    096 03 59.     (W)     SCALED    
 BZ1131* NAVD 88     -       116.825  (meters)     383.28   (feet)  ADJUSTED  
 BZ1131  ___________________________________________________________________
 BZ1131  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BZ1131  DYNAMIC HT  -         116.681 (meters)     382.81  (feet)  COMP
 BZ1131  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 BZ1131  OBS GRAVITY -     979,408.9   (mgal)                       GRAV_OBS
 BZ1131
 BZ1131  VERT ORDER  -  FIRST     CLASS II
 BZ1131
 BZ1131.The horizontal coordinates were scaled from a topographic map and have
 BZ1131.an estimated accuracy of +/- 6 seconds.
 BZ1131
 BZ1131.The orthometric height was determined by differential leveling
 BZ1131.and adjusted by the National Geodetic Survey in June 1991..
 BZ1131
 BZ1131.The geoid height was determined by GEOID03.
 BZ1131
 BZ1131.The dynamic height is computed by dividing the NAVD 88
 BZ1131.geopotential number by the normal gravity value computed on the
 BZ1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1131.degrees latitude (g = 980.6199 gals.).
 BZ1131
 BZ1131.The modeled gravity was interpolated from observed gravity values.
 BZ1131.The observed gravity was obtained from relative gravimeter ties
 BZ1131.to the IGSN71 gravity network.
 BZ1131
 BZ1131;                    North         East    Units  Estimated Accuracy
 BZ1131;SPC TX C     - 3,206,730.    1,105,400.      MT  (+/- 180 meters Scaled)
 BZ1131
 BZ1131                          SUPERSEDED SURVEY CONTROL
 BZ1131
 BZ1131.No superseded survey control is available for this station.
 BZ1131
 BZ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV787844(NAD 83)
 BZ1131_MARKER: I = METAL ROD
 BZ1131_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1131_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1131_STAMPING: U 1291 1980
 BZ1131_PROJECTION: FLUSH
 BZ1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1131+STABILITY: POSITION/ELEVATION WELL
 BZ1131_ROD/PIPE-DEPTH: 12.8 meters
 BZ1131_SLEEVE-DEPTH  : 12.2 meters
 BZ1131
 BZ1131  HISTORY     - Date     Condition        Report By
 BZ1131  HISTORY     - 1980     MONUMENTED       NGS
 BZ1131  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BZ1131
 BZ1131                          STATION DESCRIPTION
 BZ1131
 BZ1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1131'IN BUFFALO.
 BZ1131'IN BUFFALO, IN THE WEST QUADRANT OF THE INTERCHANGE OF U.S. HIGHWAYS
 BZ1131'75 AND 79, AT THE CHURCH OF CHRIST, IN A CORNER ON THE SOUTHWEST SIDE
 BZ1131'OF THE CHURCH, ABOUT 90 M. (300 FT.) WEST OF THE CENTERLINE OF HIGHWAY
 BZ1131'79 SOUTHBOUND, 2.3 M. (7.5 FT.) NORTH OF THE NORTH EDGE OF A SIDEWALK,
 BZ1131'1.5 M. (4.8 FT.) SOUTH OF THE NORTHERNMOST SOUTH FACE OF THE CHURCH,
 BZ1131'2.3 M. (7.5 FT.) EAST OF THE WESTERNMOST EAST FACE OF THE CHURCH.
 BZ1131'DATUM POINT IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BZ1131'13-CM. LOGO CAP.
 BZ1131'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BZ1131
 BZ1131                          STATION RECOVERY (1990)
 BZ1131
 BZ1131'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1141 ***********************************************************************
 BZ1141  DESIGNATION -  U 1294
 BZ1141  PID         -  BZ1141
 BZ1141  STATE/COUNTY-  TX/LEON
 BZ1141  USGS QUAD   -  DONIE (1982)
 BZ1141
 BZ1141                         *CURRENT SURVEY CONTROL
 BZ1141  ___________________________________________________________________
 BZ1141* NAD 83(1986)-  31 23 57.     (N)    096 12 32.     (W)     SCALED    
 BZ1141* NAVD 88     -       127.784  (meters)     419.24   (feet)  ADJUSTED  
 BZ1141  ___________________________________________________________________
 BZ1141  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BZ1141  DYNAMIC HT  -         127.627 (meters)     418.72  (feet)  COMP
 BZ1141  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 BZ1141
 BZ1141  VERT ORDER  -  FIRST     CLASS II
 BZ1141
 BZ1141.The horizontal coordinates were scaled from a topographic map and have
 BZ1141.an estimated accuracy of +/- 6 seconds.
 BZ1141
 BZ1141.The orthometric height was determined by differential leveling
 BZ1141.and adjusted by the National Geodetic Survey in June 1991..
 BZ1141
 BZ1141.The geoid height was determined by GEOID03.
 BZ1141
 BZ1141.The dynamic height is computed by dividing the NAVD 88
 BZ1141.geopotential number by the normal gravity value computed on the
 BZ1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1141.degrees latitude (g = 980.6199 gals.).
 BZ1141
 BZ1141.The modeled gravity was interpolated from observed gravity values.
 BZ1141
 BZ1141;                    North         East    Units  Estimated Accuracy
 BZ1141;SPC TX C     - 3,199,330.    1,092,130.      MT  (+/- 180 meters Scaled)
 BZ1141
 BZ1141                          SUPERSEDED SURVEY CONTROL
 BZ1141
 BZ1141.No superseded survey control is available for this station.
 BZ1141
 BZ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV653772(NAD 83)
 BZ1141_MARKER: DB = BENCH MARK DISK
 BZ1141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1141_SP_SET: STAINLESS STEEL ROD
 BZ1141_STAMPING: U 1294 1980
 BZ1141_PROJECTION: FLUSH
 BZ1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1141_ROD/PIPE-DEPTH: 7.3  meters
 BZ1141
 BZ1141  HISTORY     - Date     Condition        Report By
 BZ1141  HISTORY     - 1980     MONUMENTED       NGS
 BZ1141
 BZ1141                          STATION DESCRIPTION
 BZ1141
 BZ1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1141'8.0 KM NW FROM JEWETT.
 BZ1141'8.0 KM. (4.95 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1141'U.S. HIGHWAY 79 IN JEWETT, AT A PRIVATE DRIVE AND CHAIN LINK FENCE
 BZ1141'LEADING NORTHWEST TO A BRICK HOUSE, 39.3 M. (129 FT.) SOUTHWEST OF A
 BZ1141'CATTLE GUARD OVER A CREEK, 19.2 M. (63.0 FT.) NORTHEAST OF THE
 BZ1141'CENTERLINE OF THE FARM ROAD, 2.7 M. (9.0 FT.) SOUTHEAST OF THE
 BZ1141'CENTERLINE OF THE DRIVE, 37.5 M. (123 FT.) SOUTHEAST OF THE CENTER OF
 BZ1141'A CATTLE GUARD, 3.7 M. (12.0 FT.) NORTHEAST OF A BARBWIRE
 BZ1141'RIGHT-OF-WAY FENCE, 0.2 M. (0.5 FT.) NORTHWEST OF A CHAIN LINK FENCE.
 BZ1141'DISK IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BZ1141'PLASTIC SCREW PLUG.
 BZ1141'THE MARK IS 0.6 METERS  WSW FROM A WITNESS POST.
 BZ1141'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1177 ***********************************************************************
 BZ1177  DESIGNATION -  U 1295
 BZ1177  PID         -  BZ1177
 BZ1177  STATE/COUNTY-  TX/HILL
 BZ1177  USGS QUAD   -  MALONE (1978)
 BZ1177
 BZ1177                         *CURRENT SURVEY CONTROL
 BZ1177  ___________________________________________________________________
 BZ1177* NAD 83(1986)-  31 55 51.     (N)    096 55 26.     (W)     SCALED    
 BZ1177* NAVD 88     -       161.536  (meters)     529.97   (feet)  ADJUSTED  
 BZ1177  ___________________________________________________________________
 BZ1177  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BZ1177  DYNAMIC HT  -         161.339 (meters)     529.33  (feet)  COMP
 BZ1177  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 BZ1177
 BZ1177  VERT ORDER  -  FIRST     CLASS II
 BZ1177
 BZ1177.The horizontal coordinates were scaled from a topographic map and have
 BZ1177.an estimated accuracy of +/- 6 seconds.
 BZ1177
 BZ1177.The orthometric height was determined by differential leveling
 BZ1177.and adjusted by the National Geodetic Survey in June 1991..
 BZ1177
 BZ1177.The geoid height was determined by GEOID03.
 BZ1177
 BZ1177.The dynamic height is computed by dividing the NAVD 88
 BZ1177.geopotential number by the normal gravity value computed on the
 BZ1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1177.degrees latitude (g = 980.6199 gals.).
 BZ1177
 BZ1177.The modeled gravity was interpolated from observed gravity values.
 BZ1177
 BZ1177;                    North         East    Units  Estimated Accuracy
 BZ1177;SPC TXNC     - 2,030,410.      749,050.      MT  (+/- 180 meters Scaled)
 BZ1177
 BZ1177                          SUPERSEDED SURVEY CONTROL
 BZ1177
 BZ1177.No superseded survey control is available for this station.
 BZ1177
 BZ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA962346(NAD 83)
 BZ1177_MARKER: I = METAL ROD
 BZ1177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1177_SP_SET: STAINLESS STEEL ROD
 BZ1177_STAMPING: U 1295 1980
 BZ1177_PROJECTION: FLUSH
 BZ1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1177_ROD/PIPE-DEPTH: 7.6  meters
 BZ1177
 BZ1177  HISTORY     - Date     Condition        Report By
 BZ1177  HISTORY     - 1980     MONUMENTED       NGS
 BZ1177  HISTORY     - 19950408 GOOD             USPSQD
 BZ1177  HISTORY     - 20031011 POOR             USPSQD
 BZ1177
 BZ1177                          STATION DESCRIPTION
 BZ1177
 BZ1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1177'3.2 KM NW FROM MALONE.
 BZ1177'3.2 KM. (2.0 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1177'OF FARM ROAD 308 IN MALONE, AT THE D.J. HUSE RESIDENCE AND MEAT
 BZ1177'CUTTING STORE, 19.2 M. (63.0 FT.) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 BZ1177'THE HIGHWAY, 21.6 M. (71.0 FT.) NORTHWEST OF THE CENTERLINE OF A
 BZ1177'PRIVATE DRIVE, 10.2 M. (35.5 FT.) NORTH-NORTHWEST OF THE NORTH CORNER
 BZ1177'OF THE RESIDENCE, 6.4 M. (21.0 FT.) WEST OF A WATER METER, 4.1 M.
 BZ1177'(13.3 FT.) SOUTH-SOUTHWEST OF A CORNER FENCE POST, 1.9 M. (6.3 FT.)
 BZ1177'SOUTH OF A POWERLINE POLE WITH TRANSFORMER, 0.2 M. (0.5 FT.)
 BZ1177'SOUTHEAST OF A CHAIN LINK FENCE.  DATUM POINT IS 7 CM. BELOW GROUND,
 BZ1177'ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1177'THE MARK IS 4.9 METERS  N FROM A WITNESS POST.
 BZ1177'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BZ1177
 BZ1177                          STATION RECOVERY (1995)
 BZ1177
 BZ1177'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1177'RECOVERED IN GOOD CONDITION.
 BZ1177
 BZ1177                          STATION RECOVERY (2003)
 BZ1177
 BZ1177'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ1177'ROD IS NOW ABOVE THE CONCRETE PROTECTIVE BARRIER AND THE ROD HAS BEEN
 BZ1177'BENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2431 ***********************************************************************
 BY2431  DESIGNATION -  U 1296
 BY2431  PID         -  BY2431
 BY2431  STATE/COUNTY-  TX/HOUSTON
 BY2431  USGS QUAD   -  LOVELADY NORTH (1963)
 BY2431
 BY2431                         *CURRENT SURVEY CONTROL
 BY2431  ___________________________________________________________________
 BY2431* NAD 83(1986)-  31 14 42.     (N)    095 28 31.     (W)     SCALED    
 BY2431* NAVD 88     -       104.011  (meters)     341.24   (feet)  ADJUSTED  
 BY2431  ___________________________________________________________________
 BY2431  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BY2431  DYNAMIC HT  -         103.880 (meters)     340.81  (feet)  COMP
 BY2431  MODELED GRAV-     979,381.7   (mgal)                       NAVD 88
 BY2431
 BY2431  VERT ORDER  -  FIRST     CLASS II
 BY2431
 BY2431.The horizontal coordinates were scaled from a topographic map and have
 BY2431.an estimated accuracy of +/- 6 seconds.
 BY2431
 BY2431.The orthometric height was determined by differential leveling
 BY2431.and adjusted by the National Geodetic Survey in June 1991..
 BY2431
 BY2431.The geoid height was determined by GEOID03.
 BY2431
 BY2431.The dynamic height is computed by dividing the NAVD 88
 BY2431.geopotential number by the normal gravity value computed on the
 BY2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2431.degrees latitude (g = 980.6199 gals.).
 BY2431
 BY2431.The modeled gravity was interpolated from observed gravity values.
 BY2431
 BY2431;                    North         East    Units  Estimated Accuracy
 BY2431;SPC TX C     - 3,185,070.    1,162,580.      MT  (+/- 180 meters Scaled)
 BY2431
 BY2431                          SUPERSEDED SURVEY CONTROL
 BY2431
 BY2431.No superseded survey control is available for this station.
 BY2431
 BY2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ642593(NAD 83)
 BY2431_MARKER: DB = BENCH MARK DISK
 BY2431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2431_SP_SET: STAINLESS STEEL ROD
 BY2431_STAMPING: U 1296 1980
 BY2431_PROJECTION: FLUSH
 BY2431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2431_ROD/PIPE-DEPTH: 9.1  meters
 BY2431
 BY2431  HISTORY     - Date     Condition        Report By
 BY2431  HISTORY     - 1980     MONUMENTED       NGS
 BY2431
 BY2431                          STATION DESCRIPTION
 BY2431
 BY2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2431'8.0 KM SOUTH FROM CROCKETT.
 BY2431'8.0 KM. (5.0 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE HOUSTON COUNTY
 BY2431'COURTHOUSE IN CROCKETT, AT THE JUNCTION OF OLD HIGHWAY 19 WHICH LEADS
 BY2431'SOUTHWEST, 19.1 M. (62.6 FT.) WEST OF THE CENTERLINE OF HIGHWAY 19,
 BY2431'16.7 M. (54.9 FT.) EAST OF THE CENTERLINE OF OLD HIGHWAY 19, 1.1 M.
 BY2431'(3.5 FT.) WEST-SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY POST,
 BY2431'0.8 M. (2.6 FT.) WEST OF A CORNER FENCE POST MEDIAN BETWEEN THE TWO
 BY2431'HIGHWAYS, 61.0 M. (200 FT.) SOUTH OF A YIELD SIGN.  DISK IS 10 CM.
 BY2431'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW
 BY2431'PLUG.
 BY2431'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 BY2431'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2441 ***********************************************************************
 BY2441  DESIGNATION -  U 1297
 BY2441  PID         -  BY2441
 BY2441  STATE/COUNTY-  TX/HOUSTON
 BY2441  USGS QUAD   -  GRAPELAND (1951)
 BY2441
 BY2441                         *CURRENT SURVEY CONTROL
 BY2441  ___________________________________________________________________
 BY2441* NAD 83(1986)-  31 25 37.     (N)    095 28 28.     (W)     SCALED    
 BY2441* NAVD 88     -       109.800  (meters)     360.24   (feet)  ADJUSTED  
 BY2441  ___________________________________________________________________
 BY2441  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BY2441  DYNAMIC HT  -         109.663 (meters)     359.79  (feet)  COMP
 BY2441  MODELED GRAV-     979,392.5   (mgal)                       NAVD 88
 BY2441
 BY2441  VERT ORDER  -  FIRST     CLASS II
 BY2441
 BY2441.The horizontal coordinates were scaled from a topographic map and have
 BY2441.an estimated accuracy of +/- 6 seconds.
 BY2441
 BY2441.The orthometric height was determined by differential leveling
 BY2441.and adjusted by the National Geodetic Survey in June 1991..
 BY2441
 BY2441.The geoid height was determined by GEOID03.
 BY2441
 BY2441.The dynamic height is computed by dividing the NAVD 88
 BY2441.geopotential number by the normal gravity value computed on the
 BY2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2441.degrees latitude (g = 980.6199 gals.).
 BY2441
 BY2441.The modeled gravity was interpolated from observed gravity values.
 BY2441
 BY2441;                    North         East    Units  Estimated Accuracy
 BY2441;SPC TX C     - 3,205,230.    1,161,780.      MT  (+/- 180 meters Scaled)
 BY2441
 BY2441                          SUPERSEDED SURVEY CONTROL
 BY2441
 BY2441.No superseded survey control is available for this station.
 BY2441
 BY2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ648795(NAD 83)
 BY2441_MARKER: DB = BENCH MARK DISK
 BY2441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2441_SP_SET: STAINLESS STEEL ROD
 BY2441_STAMPING: U 1297 1980
 BY2441_PROJECTION: FLUSH
 BY2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2441_ROD/PIPE-DEPTH: 3.0  meters
 BY2441
 BY2441  HISTORY     - Date     Condition        Report By
 BY2441  HISTORY     - 1980     MONUMENTED       NGS
 BY2441
 BY2441                          STATION DESCRIPTION
 BY2441
 BY2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2441'7.5 KM SOUTH FROM GRAPELAND.
 BY2441'7.5 KM. (4.65 MI.) SOUTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY2441'FROM THE JUNCTION OF FARM ROAD 2423 IN GRAPELAND, 14.8 M. (48.4 FT.)
 BY2441'WEST OF THE CENTERLINE OF U.S. HIGHWAY 287 SOUTHBOUND, 0.3 M.
 BY2441'(1.0 FT.) EAST OF A FENCE, 8.5 M. (28.0 FT.) SOUTH OF A POWERLINE
 BY2441'POLE, 22.2 M. (73.0 FT.) NORTH OF THE APPROXIMATE CENTER OF A DRY
 BY2441'CREEK BED, 3.7 M. (12.0 FT.) SOUTH OF A TWIN-TRUNKED 30-CM. OAK TREE,
 BY2441'18.6 M. (61.0 FT.) SOUTH OF A SOIL CONSERVATION SIGN POST.  DISK IS
 BY2441'10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC
 BY2441'SCREW PLUG.
 BY2441'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BY2441'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2312 ***********************************************************************
 CS2312  DESIGNATION -  U 130
 CS2312  PID         -  CS2312
 CS2312  STATE/COUNTY-  TX/PARKER
 CS2312  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2312
 CS2312                         *CURRENT SURVEY CONTROL
 CS2312  ___________________________________________________________________
 CS2312* NAD 83(1986)-  32 45 07.     (N)    097 48 51.     (W)     SCALED    
 CS2312* NAVD 88     -       357.434  (meters)    1172.68   (feet)  ADJUSTED  
 CS2312  ___________________________________________________________________
 CS2312  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CS2312  DYNAMIC HT  -         356.997 (meters)    1171.25  (feet)  COMP
 CS2312  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 CS2312
 CS2312  VERT ORDER  -  FIRST     CLASS II
 CS2312
 CS2312.The horizontal coordinates were scaled from a topographic map and have
 CS2312.an estimated accuracy of +/- 6 seconds.
 CS2312
 CS2312.The orthometric height was determined by differential leveling
 CS2312.and adjusted by the National Geodetic Survey in June 1991..
 CS2312
 CS2312.The geoid height was determined by GEOID03.
 CS2312
 CS2312.The dynamic height is computed by dividing the NAVD 88
 CS2312.geopotential number by the normal gravity value computed on the
 CS2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2312.degrees latitude (g = 980.6199 gals.).
 CS2312
 CS2312.The modeled gravity was interpolated from observed gravity values.
 CS2312
 CS2312;                    North         East    Units  Estimated Accuracy
 CS2312;SPC TXNC     - 2,120,560.      664,260.      MT  (+/- 180 meters Scaled)
 CS2312
 CS2312                          SUPERSEDED SURVEY CONTROL
 CS2312
 CS2312  NGVD 29 (??/??/92)  357.347  (m)         1172.40   (f) ADJ UNCH    1 2
 CS2312
 CS2312.Superseded values are not recommended for survey control.
 CS2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2312.See file dsdata.txt to determine how the superseded data were derived.
 CS2312
 CS2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB110244(NAD 83)
 CS2312_MARKER: DB = BENCH MARK DISK
 CS2312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2312_SP_SET: FOUNDATION
 CS2312_STAMPING: U 130 1952
 CS2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2312
 CS2312  HISTORY     - Date     Condition        Report By
 CS2312  HISTORY     - 1952     MONUMENTED       CGS
 CS2312  HISTORY     - 1964     GOOD             NGS
 CS2312  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2312  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2312
 CS2312                          STATION DESCRIPTION
 CS2312
 CS2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2312'1.55 MI SW FROM WEATHERFORD.
 CS2312'1.05 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2312'WEATHERFORD, THENCE 0.5 MILE SOUTH ALONG A PAVED ROAD, AT THE
 CS2312'WEATHERFORD AIRPORT, AT THE HANGAR AND WORK SHOP, 125 FEET EAST OF THE
 CS2312'CENTER LINE OF THE PAVED ROAD, 2.9 FEET SOUTH OF THE SOUTHEAST CORNER
 CS2312'OF THE WORK SHOP, SET IN THE TOP OF A CONCRETE WALL WHICH IS THE
 CS2312'EXTENDED PART OF THE FOUNDATION OF THE WORK SHOP, 1 FOOT ABOVE THE
 CS2312'GROUND.  NOTE-- ALL DISTANCES STILL APPLY FOR RECOVERY OF BENCH MARK.
 CS2312'THE AIRPORT HAS BEEN ABANDONED.  ALL BUILDINGS HAVE BEEN TORE DOWN
 CS2312'EXCEPT FOR THE WORK SHOP.  THE BENCH MARK WAS REACHED FROM THE
 CS2312'COURTHOUSE BY GOING WEST ON U. S. HIGHWAY 80 FOR 1.0 MILE TO THE STOP
 CS2312'LIGHT, WHERE U. S. HIGHWAYS 80 AND 180 SEPARATE.  TURN LEFT, GO 0.05
 CS2312'MILE TO BOWIE DRIVE, THENCE SOUTHERLY ALONG BOWIE DRIVE FOR 0.45 MILE
 CS2312'TO THE BENCH MARK.
 CS2312
 CS2312                          STATION RECOVERY (1997)
 CS2312
 CS2312'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2312'MARK NOT FOUND.
 CS2312
 CS2312                          STATION RECOVERY (2004)
 CS2312
 CS2312'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1115 ***********************************************************************
 BZ1115  DESIGNATION -  U 1300
 BZ1115  PID         -  BZ1115
 BZ1115  STATE/COUNTY-  TX/BELL
 BZ1115  USGS QUAD   -  TROY (1993)
 BZ1115
 BZ1115                         *CURRENT SURVEY CONTROL
 BZ1115  ___________________________________________________________________
 BZ1115* NAD 83(1986)-  31 13 18.     (N)    097 17 40.     (W)     SCALED    
 BZ1115* NAVD 88     -       201.999  (meters)     662.73   (feet)  ADJUSTED  
 BZ1115  ___________________________________________________________________
 BZ1115  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ1115  DYNAMIC HT  -         201.734 (meters)     661.86  (feet)  COMP
 BZ1115  MODELED GRAV-     979,323.1   (mgal)                       NAVD 88
 BZ1115
 BZ1115  VERT ORDER  -  FIRST     CLASS II
 BZ1115
 BZ1115.The horizontal coordinates were scaled from a topographic map and have
 BZ1115.an estimated accuracy of +/- 6 seconds.
 BZ1115
 BZ1115.The orthometric height was determined by differential leveling
 BZ1115.and adjusted by the National Geodetic Survey in June 1991..
 BZ1115
 BZ1115.The geoid height was determined by GEOID03.
 BZ1115
 BZ1115.The dynamic height is computed by dividing the NAVD 88
 BZ1115.geopotential number by the normal gravity value computed on the
 BZ1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1115.degrees latitude (g = 980.6199 gals.).
 BZ1115
 BZ1115.The modeled gravity was interpolated from observed gravity values.
 BZ1115
 BZ1115;                    North         East    Units  Estimated Accuracy
 BZ1115;SPC TX C     - 3,176,340.      989,490.      MT  (+/- 180 meters Scaled)
 BZ1115
 BZ1115                          SUPERSEDED SURVEY CONTROL
 BZ1115
 BZ1115.No superseded survey control is available for this station.
 BZ1115
 BZ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV624554(NAD 83)
 BZ1115_MARKER: I = METAL ROD
 BZ1115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1115_SP_SET: STAINLESS STEEL ROD
 BZ1115_STAMPING: U 1300 1980
 BZ1115_PROJECTION: FLUSH
 BZ1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1115+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1115_ROD/PIPE-DEPTH: 3.4  meters
 BZ1115
 BZ1115  HISTORY     - Date     Condition        Report By
 BZ1115  HISTORY     - 1980     MONUMENTED       NGS
 BZ1115  HISTORY     - 19910511 GOOD             USPSQD
 BZ1115  HISTORY     - 19950715 GOOD             USPSQD
 BZ1115  HISTORY     - 20010317 GOOD             USPSQD
 BZ1115  HISTORY     - 20030507 GOOD             JCLS
 BZ1115  HISTORY     - 20050726 GOOD             USPSQD
 BZ1115
 BZ1115                          STATION DESCRIPTION
 BZ1115
 BZ1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1115'1.8 KM NE FROM TROY.
 BZ1115'1.8 KM. (1.1 MI.) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BZ1115'35 FROM THE JUNCTION OF FARM ROAD 935 IN TROY, 35.2 M. (115.5 FT.)
 BZ1115'SOUTHEAST OF THE EAST LEG OF A BIG ELM ROAD EXIT 1 MILE I-35 SIGN,
 BZ1115'15.2 M. (50.0 FT.) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 BZ1115'17.4 M. (57.0 FT.) SOUTH OF A TELEPHONE JUNCTION BOX, 1.7 M.
 BZ1115'(5.6 FT.) NORTH OF A POWERLINE POLE WITH TRANSFORMER.  NOTE-A 7 CM.
 BZ1115'HOLE WAS DRILLED TO A DEPTH OF 3.0 M. ROD PLACED IN HOLE, DRIVEN UNTIL
 BZ1115'ANCHORED, CEMENT POURED IN HOLE TO CEMENT ROD TO ROCK.  DATUM POINT IS
 BZ1115'10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1115'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 BZ1115'THE MARK IS 1.0 M ABOVE THE FRONTAGE ROAD.
 BZ1115
 BZ1115                          STATION RECOVERY (1991)
 BZ1115
 BZ1115'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1115'RECOVERED IN GOOD CONDITION.
 BZ1115
 BZ1115                          STATION RECOVERY (1995)
 BZ1115
 BZ1115'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1115'RECOVERED IN GOOD CONDITION.
 BZ1115
 BZ1115                          STATION RECOVERY (2001)
 BZ1115
 BZ1115'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ1115'RECOVERED IN GOOD CONDITION.
 BZ1115
 BZ1115                          STATION RECOVERY (2003)
 BZ1115
 BZ1115'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BZ1115'RECOVERED IN GOOD CONDITION.
 BZ1115
 BZ1115                          STATION RECOVERY (2005)
 BZ1115
 BZ1115'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1071 ***********************************************************************
 BZ1071  DESIGNATION -  U 1301
 BZ1071  PID         -  BZ1071
 BZ1071  STATE/COUNTY-  TX/MCLENNAN
 BZ1071  USGS QUAD   -  ELM MOTT (1975)
 BZ1071
 BZ1071                         *CURRENT SURVEY CONTROL
 BZ1071  ___________________________________________________________________
 BZ1071* NAD 83(1986)-  31 44 15.     (N)    097 06 14.     (W)     SCALED    
 BZ1071* NAVD 88     -       174.529  (meters)     572.60   (feet)  ADJUSTED  
 BZ1071  ___________________________________________________________________
 BZ1071  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BZ1071  DYNAMIC HT  -         174.311 (meters)     571.89  (feet)  COMP
 BZ1071  MODELED GRAV-     979,387.2   (mgal)                       NAVD 88
 BZ1071
 BZ1071  VERT ORDER  -  FIRST     CLASS II
 BZ1071
 BZ1071.The horizontal coordinates were scaled from a topographic map and have
 BZ1071.an estimated accuracy of +/- 6 seconds.
 BZ1071
 BZ1071.The orthometric height was determined by differential leveling
 BZ1071.and adjusted by the National Geodetic Survey in June 1991..
 BZ1071
 BZ1071.The geoid height was determined by GEOID03.
 BZ1071
 BZ1071.The dynamic height is computed by dividing the NAVD 88
 BZ1071.geopotential number by the normal gravity value computed on the
 BZ1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1071.degrees latitude (g = 980.6199 gals.).
 BZ1071
 BZ1071.The modeled gravity was interpolated from observed gravity values.
 BZ1071
 BZ1071;                    North         East    Units  Estimated Accuracy
 BZ1071;SPC TX C     - 3,234,010.    1,005,970.      MT  (+/- 180 meters Scaled)
 BZ1071
 BZ1071                          SUPERSEDED SURVEY CONTROL
 BZ1071
 BZ1071.No superseded survey control is available for this station.
 BZ1071
 BZ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA796129(NAD 83)
 BZ1071_MARKER: I = METAL ROD
 BZ1071_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1071_SP_SET: STAINLESS STEEL ROD
 BZ1071_STAMPING: U 1301 1980
 BZ1071_PROJECTION: FLUSH
 BZ1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1071+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1071_ROD/PIPE-DEPTH: 9.1  meters
 BZ1071
 BZ1071  HISTORY     - Date     Condition        Report By
 BZ1071  HISTORY     - 1980     MONUMENTED       NGS
 BZ1071  HISTORY     - 19950715 GOOD             USPSQD
 BZ1071  HISTORY     - 20010317 GOOD             USPSQD
 BZ1071  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1071  HISTORY     - 20031011 GOOD             USPSQD
 BZ1071
 BZ1071                          STATION DESCRIPTION
 BZ1071
 BZ1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1071'7.7 KM SOUTH FROM WEST.
 BZ1071'7.7 KM. (4.8 MI.) SOUTH ALONG THE FRONTAGE ROAD WHICH PARALLELS
 BZ1071'INTERSTATE 35 ON THE WEST SIDE FROM THE JUNCTION OF FARM ROAD 2114 IN
 BZ1071'WEST, AT A PRIVATE DRIVE LEADING WEST TO A CATTLE RANCH, 15.0 M.
 BZ1071'(49.3 FT.) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 39.0 M.
 BZ1071'(128.0 FT.) SOUTH OF A PRIVATE GRAVELED ROAD, 1.3 M. (4.3 FT.) NORTH
 BZ1071'OF A POWERLINE POLE, 35.4 M. (116 FT.) SOUTH OF A CORNER FENCE POST.
 BZ1071'DATUM POINT IS 5 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BZ1071'13-CM. LOGO CAP.
 BZ1071'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BZ1071'THE MARK IS 0.3 M BELOW THE ROAD.
 BZ1071
 BZ1071                          STATION RECOVERY (1995)
 BZ1071
 BZ1071'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1071'RECOVERED IN GOOD CONDITION.
 BZ1071
 BZ1071                          STATION RECOVERY (2001)
 BZ1071
 BZ1071'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1071'RECOVERED IN GOOD CONDITION.
 BZ1071
 BZ1071                          STATION RECOVERY (2001)
 BZ1071
 BZ1071'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1071'MARK NOT FOUND.
 BZ1071
 BZ1071                          STATION RECOVERY (2003)
 BZ1071
 BZ1071'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1071'MARKER IS 114 FT SOUTH OF CORNER FENCE POST AND ADJACENT POWER POLE NO
 BZ1071'LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1098 ***********************************************************************
 BZ1098  DESIGNATION -  U 1302
 BZ1098  PID         -  BZ1098
 BZ1098  STATE/COUNTY-  TX/MCLENNAN
 BZ1098  USGS QUAD   -  LORENA (1993)
 BZ1098
 BZ1098                         *CURRENT SURVEY CONTROL
 BZ1098  ___________________________________________________________________
 BZ1098* NAD 83(1986)-  31 25 53.     (N)    097 11 22.     (W)     SCALED    
 BZ1098* NAVD 88     -       190.500  (meters)     625.00   (feet)  ADJUSTED  
 BZ1098  ___________________________________________________________________
 BZ1098  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BZ1098  DYNAMIC HT  -         190.256 (meters)     624.20  (feet)  COMP
 BZ1098  MODELED GRAV-     979,355.8   (mgal)                       NAVD 88
 BZ1098
 BZ1098  VERT ORDER  -  FIRST     CLASS II
 BZ1098
 BZ1098.The horizontal coordinates were scaled from a topographic map and have
 BZ1098.an estimated accuracy of +/- 6 seconds.
 BZ1098
 BZ1098.The orthometric height was determined by differential leveling
 BZ1098.and adjusted by the National Geodetic Survey in June 1991..
 BZ1098
 BZ1098.The geoid height was determined by GEOID03.
 BZ1098
 BZ1098.The dynamic height is computed by dividing the NAVD 88
 BZ1098.geopotential number by the normal gravity value computed on the
 BZ1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1098.degrees latitude (g = 980.6199 gals.).
 BZ1098
 BZ1098.The modeled gravity was interpolated from observed gravity values.
 BZ1098
 BZ1098;                    North         East    Units  Estimated Accuracy
 BZ1098;SPC TX C     - 3,199,850.      998,830.      MT  (+/- 180 meters Scaled)
 BZ1098
 BZ1098                          SUPERSEDED SURVEY CONTROL
 BZ1098
 BZ1098.No superseded survey control is available for this station.
 BZ1098
 BZ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV720788(NAD 83)
 BZ1098_MARKER: I = METAL ROD
 BZ1098_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1098_SP_SET: STAINLESS STEEL ROD
 BZ1098_STAMPING: U 1302 1980
 BZ1098_PROJECTION: FLUSH
 BZ1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1098+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1098_ROD/PIPE-DEPTH: 3.3  meters
 BZ1098
 BZ1098  HISTORY     - Date     Condition        Report By
 BZ1098  HISTORY     - 1980     MONUMENTED       NGS
 BZ1098  HISTORY     - 19910424 GOOD             USPSQD
 BZ1098  HISTORY     - 19950715 GOOD             USPSQD
 BZ1098  HISTORY     - 20010317 GOOD             USPSQD
 BZ1098  HISTORY     - 20031011 GOOD             USPSQD
 BZ1098  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1098  HISTORY     - 20050727 GOOD             USPSQD
 BZ1098
 BZ1098                          STATION DESCRIPTION
 BZ1098
 BZ1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1098'6.0 KM NORTH FROM LORENA.
 BZ1098'6.0 KM. (3.75 MI.) NORTHEAST ALONG THE FRONTAGE ROAD (J.H. KULTGEN
 BZ1098'EXPRESSWAY) ON THE WEST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF
 BZ1098'FARM ROAD 2837 IN LORENA, AT A GRAVEL ROAD LEADING NORTHWEST TO A
 BZ1098'HOUSING DEVELOPEMENT, 15.2 M. (50.0 FT.) WEST-NORTHWEST OF THE
 BZ1098'CENTERLINE OF THE FRONTAGE ROAD, 20.7 M. (68.0 FT.) NORTHEAST OF THE
 BZ1098'GRAVEL ROAD, 1.7 M. (5.6 FT.) NORTHEAST OF THE EASTERNMOST LEG OF A
 BZ1098'BILLBOARD, 0.6 M. (2.0 FT.) NORTHWEST OF A HIGHWAY RIGHT-OF-WAY
 BZ1098'MARKER, 0.9 M. (3.0 FT.) NORTHWEST OF A POWERLINE POLE WITH A
 BZ1098'TRANSFORMER, 2.1 M. (7.0 FT.) NORTH-NORTHWEST OF A TELEPHONE JUNCTION
 BZ1098'BOX.  NOTE-ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD LIMESTONE.
 BZ1098'DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BZ1098'13-CM. LOGO CAP.
 BZ1098'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BZ1098'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 BZ1098
 BZ1098                          STATION RECOVERY (1991)
 BZ1098
 BZ1098'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1098'RECOVERED IN GOOD CONDITION.
 BZ1098
 BZ1098                          STATION RECOVERY (1995)
 BZ1098
 BZ1098'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1098'RECOVERED IN GOOD CONDITION.
 BZ1098
 BZ1098                          STATION RECOVERY (2001)
 BZ1098
 BZ1098'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1098'RECOVERED IN GOOD CONDITION.
 BZ1098
 BZ1098                          STATION RECOVERY (2003)
 BZ1098
 BZ1098'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1098'RECOVERED IN GOOD CONDITION.
 BZ1098
 BZ1098                          STATION RECOVERY (2003)
 BZ1098
 BZ1098'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1098'MARK NOT FOUND.
 BZ1098
 BZ1098                          STATION RECOVERY (2005)
 BZ1098
 BZ1098'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0779 ***********************************************************************
 BM0779  DESIGNATION -  U 1303
 BM0779  PID         -  BM0779
 BM0779  STATE/COUNTY-  TX/WILLIAMSON
 BM0779  USGS QUAD   -  BARTLETT (1989)
 BM0779
 BM0779                         *CURRENT SURVEY CONTROL
 BM0779  ___________________________________________________________________
 BM0779* NAD 83(1986)-  30 47 11.     (N)    097 26 18.     (W)     SCALED    
 BM0779* NAVD 88     -       178.204  (meters)     584.66   (feet)  ADJUSTED  
 BM0779  ___________________________________________________________________
 BM0779  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BM0779  DYNAMIC HT  -         177.967 (meters)     583.88  (feet)  COMP
 BM0779  MODELED GRAV-     979,306.3   (mgal)                       NAVD 88
 BM0779
 BM0779  VERT ORDER  -  FIRST     CLASS II
 BM0779
 BM0779.The horizontal coordinates were scaled from a topographic map and have
 BM0779.an estimated accuracy of +/- 6 seconds.
 BM0779
 BM0779.The orthometric height was determined by differential leveling
 BM0779.and adjusted by the National Geodetic Survey in June 1991..
 BM0779
 BM0779.The geoid height was determined by GEOID03.
 BM0779
 BM0779.The dynamic height is computed by dividing the NAVD 88
 BM0779.geopotential number by the normal gravity value computed on the
 BM0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0779.degrees latitude (g = 980.6199 gals.).
 BM0779
 BM0779.The modeled gravity was interpolated from observed gravity values.
 BM0779
 BM0779;                    North         East    Units  Estimated Accuracy
 BM0779;SPC TX C     - 3,127,730.      977,040.      MT  (+/- 180 meters Scaled)
 BM0779
 BM0779                          SUPERSEDED SURVEY CONTROL
 BM0779
 BM0779.No superseded survey control is available for this station.
 BM0779
 BM0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV494069(NAD 83)
 BM0779_MARKER: I = METAL ROD
 BM0779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0779_SP_SET: STAINLESS STEEL ROD
 BM0779_STAMPING: U 1303 1980
 BM0779_MARK LOGO: NGS   
 BM0779_PROJECTION: RECESSED 2 CENTIMETERS
 BM0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0779_ROD/PIPE-DEPTH: 6.1  meters
 BM0779
 BM0779  HISTORY     - Date     Condition        Report By
 BM0779  HISTORY     - 1980     MONUMENTED       NGS
 BM0779  HISTORY     - 1990     GOOD             USPSQD
 BM0779  HISTORY     - 19991231 GOOD             USPSQD
 BM0779
 BM0779                          STATION DESCRIPTION
 BM0779
 BM0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0779'1.05 KM (0.65 MI) SOUTH FROM BARTLETT.
 BM0779'1.05 KM (0.65 MI) SOUTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0779'FARM ROAD 487 IN BARTLETT, 31.7 METERS (104 FT) NORTHWEST OF THE
 BM0779'CENTERLINE OF THE HIGHWAY, 8.8 METERS (29.0 FT) EAST OF THE CENTERLINE
 BM0779'OF OLD HIGHWAY 95, 30.4 METERS (126 FT) SOUTHEAST AND ACROSS THE OLD
 BM0779'HIGHWAY FROM THE NORTHEAST CORNER OF A TWO STORY BRICK HOUSE,
 BM0779'4.3 METERS (14.5 FT) NORTHEAST OF A POWERLINE POLE WITH 2 GUY WIRES
 BM0779'AND A GUY POLE, 2.1 METERS (7.0 FT) NORTHWEST AND ACROSS A FENCE FROM
 BM0779'THE GUY POLE, 0.3 METER (1.0 FT) WEST OF THE FENCE.
 BM0779'THE MARK IS 1.3 METERS  SSW FROM A WITNESS POST.
 BM0779'THE MARK IS ABOVE LEVEL WITH OLD HIGHWAY 95.
 BM0779
 BM0779                          STATION RECOVERY (1990)
 BM0779
 BM0779'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0779'RECOVERED IN GOOD CONDITION.
 BM0779
 BM0779                          STATION RECOVERY (1999)
 BM0779
 BM0779'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0800 ***********************************************************************
 BM0800  DESIGNATION -  U 1304
 BM0800  PID         -  BM0800
 BM0800  STATE/COUNTY-  TX/WILLIAMSON
 BM0800  USGS QUAD   -  ROUND ROCK (1987)
 BM0800
 BM0800                         *CURRENT SURVEY CONTROL
 BM0800  ___________________________________________________________________
 BM0800* NAD 83(1986)-  30 33 27.     (N)    097 41 29.     (W)     SCALED    
 BM0800* NAVD 88     -       229.528  (meters)     753.04   (feet)  ADJUSTED  
 BM0800  ___________________________________________________________________
 BM0800  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BM0800  DYNAMIC HT  -         229.217 (meters)     752.02  (feet)  COMP
 BM0800  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 BM0800
 BM0800  VERT ORDER  -  FIRST     CLASS II
 BM0800
 BM0800.The horizontal coordinates were scaled from a topographic map and have
 BM0800.an estimated accuracy of +/- 6 seconds.
 BM0800
 BM0800.The orthometric height was determined by differential leveling
 BM0800.and adjusted by the National Geodetic Survey in June 1991..
 BM0800
 BM0800.The geoid height was determined by GEOID03.
 BM0800
 BM0800.The dynamic height is computed by dividing the NAVD 88
 BM0800.geopotential number by the normal gravity value computed on the
 BM0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0800.degrees latitude (g = 980.6199 gals.).
 BM0800
 BM0800.The modeled gravity was interpolated from observed gravity values.
 BM0800
 BM0800;                    North         East    Units  Estimated Accuracy
 BM0800;SPC TX C     - 3,101,760.      953,430.      MT  (+/- 180 meters Scaled)
 BM0800
 BM0800                          SUPERSEDED SURVEY CONTROL
 BM0800
 BM0800.No superseded survey control is available for this station.
 BM0800
 BM0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU255812(NAD 83)
 BM0800_MARKER: DB = BENCH MARK DISK
 BM0800_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0800_SP_SET: BRIDGE PIER
 BM0800_STAMPING: U 1304 1980
 BM0800_MARK LOGO: NGS   
 BM0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0800
 BM0800  HISTORY     - Date     Condition        Report By
 BM0800  HISTORY     - 1980     MONUMENTED       NGS
 BM0800  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0800  HISTORY     - 20050724 GOOD             USPSQD
 BM0800
 BM0800                          STATION DESCRIPTION
 BM0800
 BM0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0800'5.95 KM (3.7 MI) NORTH FROM ROUND ROCK.
 BM0800'3.35 KM (2.1 MI) NORTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0800'JUNCTION OF RANCH ROAD 620 IN ROUND ROCK, THENCE 2.6 KM (1.6 MI) NORTH
 BM0800'ALONG INTERSTATE 35, AT THE JUNCTION OF CHANDLER ROAD, 9.7 METERS
 BM0800'(32.0 FT) EAST OF THE CENTERLINE OF INTERSTATE 35 NORTHBOUND, SET
 BM0800'VERTICALLY IN THE NORTH PIER OF THE CHANDLER ROAD BRIDGE OVER
 BM0800'INTERSTATE 35, 2.3 METERS (7.6 FT) EAST OF A STEEL GUARDRAIL.
 BM0800'THE MARK IS 1.35 M ABOVE THE GROUND.
 BM0800
 BM0800                          STATION RECOVERY (1990)
 BM0800
 BM0800'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0800'MARK NOT FOUND.
 BM0800
 BM0800                          STATION RECOVERY (2005)
 BM0800
 BM0800'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0800'DESCRIPTION IS GOOD.  MARK HAS BEEN PAINTED AND IS NOT EASY TO FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0749 ***********************************************************************
 BM0749  DESIGNATION -  U 1305
 BM0749  PID         -  BM0749
 BM0749  STATE/COUNTY-  TX/HAYS
 BM0749  USGS QUAD   -  BUDA (1994)
 BM0749
 BM0749                         *CURRENT SURVEY CONTROL
 BM0749  ___________________________________________________________________
 BM0749* NAD 83(1986)-  30 04 18.     (N)    097 49 37.     (W)     SCALED    
 BM0749* NAVD 88     -       228.213  (meters)     748.73   (feet)  ADJUSTED  
 BM0749  ___________________________________________________________________
 BM0749  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0749  DYNAMIC HT  -         227.894 (meters)     747.68  (feet)  COMP
 BM0749  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 BM0749
 BM0749  VERT ORDER  -  FIRST     CLASS II
 BM0749
 BM0749.The horizontal coordinates were scaled from a topographic map and have
 BM0749.an estimated accuracy of +/- 6 seconds.
 BM0749
 BM0749.The orthometric height was determined by differential leveling
 BM0749.and adjusted by the National Geodetic Survey in June 1991..
 BM0749
 BM0749.The geoid height was determined by GEOID03.
 BM0749
 BM0749.The dynamic height is computed by dividing the NAVD 88
 BM0749.geopotential number by the normal gravity value computed on the
 BM0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0749.degrees latitude (g = 980.6199 gals.).
 BM0749
 BM0749.The modeled gravity was interpolated from observed gravity values.
 BM0749
 BM0749;                    North         East    Units  Estimated Accuracy
 BM0749;SPC TXSC     - 4,248,640.      713,090.      MT  (+/- 180 meters Scaled)
 BM0749
 BM0749                          SUPERSEDED SURVEY CONTROL
 BM0749
 BM0749.No superseded survey control is available for this station.
 BM0749
 BM0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU130273(NAD 83)
 BM0749_MARKER: I = METAL ROD
 BM0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0749_SP_SET: STAINLESS STEEL ROD
 BM0749_STAMPING: U 1305 1980
 BM0749_MARK LOGO: NGS   
 BM0749_PROJECTION: RECESSED 3 CENTIMETERS
 BM0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0749+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2000
 BM0749_ROD/PIPE-DEPTH: 6.7  meters
 BM0749
 BM0749  HISTORY     - Date     Condition        Report By
 BM0749  HISTORY     - 1980     MONUMENTED       NGS
 BM0749  HISTORY     - 1990     GOOD             USPSQD
 BM0749  HISTORY     - 19910828 GOOD             USPSQD
 BM0749  HISTORY     - 19930808 GOOD             USPSQD
 BM0749  HISTORY     - 19950726 GOOD             USPSQD
 BM0749  HISTORY     - 19990925 GOOD             USPSQD
 BM0749  HISTORY     - 20001013 GOOD             LOCSUR
 BM0749
 BM0749                          STATION DESCRIPTION
 BM0749
 BM0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0749'10.6 KM (6.6 MI) NE FROM KYLE.
 BM0749'10.6 KM (6.6 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BM0749'35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE, AT THE TOP OF A SMALL
 BM0749'HILL, 133.5 METERS (438 FT) NORTHEAST OF THE CENTER OF THE EAST END OF
 BM0749'A CULVERT UNDER THE FRONTAGE ROAD, 17.7 METERS (58.0 FT) SOUTHEAST OF
 BM0749'THE CENTERLINE OF THE FRONTAGE ROAD, 7.8 METERS (25.7 FT)
 BM0749'SOUTH-SOUTHWEST OF A 25-CM ELM TREE, 0.3 METER (1.0 FT) NORTHWEST OF A
 BM0749'NORTH-SOUTH FENCE.
 BM0749'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 BM0749'THE MARK IS 1.2 M ABOVE THE FRONTAGE ROAD.
 BM0749
 BM0749                          STATION RECOVERY (1990)
 BM0749
 BM0749'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0749'RECOVERED IN GOOD CONDITION.
 BM0749
 BM0749                          STATION RECOVERY (1991)
 BM0749
 BM0749'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0749'RECOVERED IN GOOD CONDITION.
 BM0749
 BM0749                          STATION RECOVERY (1993)
 BM0749
 BM0749'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BM0749'RECOVERED IN GOOD CONDITION.
 BM0749
 BM0749                          STATION RECOVERY (1995)
 BM0749
 BM0749'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0749'RECOVERED IN GOOD CONDITION.
 BM0749
 BM0749                          STATION RECOVERY (1999)
 BM0749
 BM0749'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0749'RECOVERED IN GOOD CONDITION.
 BM0749
 BM0749                          STATION RECOVERY (2000)
 BM0749
 BM0749'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KNM)
 BM0749'CONSTRUCTION IS ABOUT TO COMMENCE ON PRIVATE LAND ADJACENT TO MARK.
 BM0749'TREES AND FENCES MAY BE REMOVED. DETERMINED ACTUAL POSITION OF MARK
 BM0749'(+/- 1CM S.E.) TO BE 30-04-17.35187(N) 97-49-37.41897(W) NAD83 (CORS,
 BM0749'EPOCH 1996.0)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2442 ***********************************************************************
 AX2442  DESIGNATION -  U 1306
 AX2442  PID         -  AX2442
 AX2442  STATE/COUNTY-  TX/HAYS
 AX2442  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2442
 AX2442                         *CURRENT SURVEY CONTROL
 AX2442  ___________________________________________________________________
 AX2442* NAD 83(1986)-  29 51 01.     (N)    097 57 40.     (W)     SCALED    
 AX2442* NAVD 88     -       191.326  (meters)     627.71   (feet)  ADJUSTED  
 AX2442  ___________________________________________________________________
 AX2442  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AX2442  DYNAMIC HT  -         191.055 (meters)     626.82  (feet)  COMP
 AX2442  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 AX2442
 AX2442  VERT ORDER  -  FIRST     CLASS II
 AX2442
 AX2442.The horizontal coordinates were scaled from a topographic map and have
 AX2442.an estimated accuracy of +/- 6 seconds.
 AX2442
 AX2442.The orthometric height was determined by differential leveling
 AX2442.and adjusted by the National Geodetic Survey in June 1991..
 AX2442
 AX2442.The geoid height was determined by GEOID03.
 AX2442
 AX2442.The dynamic height is computed by dividing the NAVD 88
 AX2442.geopotential number by the normal gravity value computed on the
 AX2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2442.degrees latitude (g = 980.6199 gals.).
 AX2442
 AX2442.The modeled gravity was interpolated from observed gravity values.
 AX2442
 AX2442;                    North         East    Units  Estimated Accuracy
 AX2442;SPC TXSC     - 4,223,980.      700,380.      MT  (+/- 180 meters Scaled)
 AX2442
 AX2442                          SUPERSEDED SURVEY CONTROL
 AX2442
 AX2442.No superseded survey control is available for this station.
 AX2442
 AX2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU003026(NAD 83)
 AX2442_MARKER: I = METAL ROD
 AX2442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2442_SP_SET: STAINLESS STEEL ROD
 AX2442_STAMPING: U 1306 1980
 AX2442_MARK LOGO: NGS   
 AX2442_PROJECTION: FLUSH
 AX2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2442_ROD/PIPE-DEPTH: 8.9  meters
 AX2442
 AX2442  HISTORY     - Date     Condition        Report By
 AX2442  HISTORY     - 1980     MONUMENTED       NGS
 AX2442  HISTORY     - 19880321 MARK NOT FOUND   USPSQD
 AX2442  HISTORY     - 1997     MARK NOT FOUND   LOCENG
 AX2442  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2442
 AX2442                          STATION DESCRIPTION
 AX2442
 AX2442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2442'3.3 KM (2.05 MI) SW FROM SAN MARCOS.
 AX2442'3.3 KM (2.05 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AX2442'35 FROM THE JUNCTION OF LOOP 82 AND STATE HIGHWAY 123 IN SAN MARCOS,
 AX2442'AT A FIELD ROAD LEADING NORTHWEST, APPROXIMATELY 300 METERS SOUTHWEST
 AX2442'OF THE SOUTHWEST CORNER AND ACROSS INTERSTATE 35 FROM THE CENTRAL
 AX2442'TEXAS ENGINES PLANT AND A SMALL AIRPORT, 15.2 METERS (49.9 FT)
 AX2442'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE FOAD, 2.4 METERS (8.9 FT)
 AX2442'SOUTHWEST OF THE CENTER OF A WOOD GATE, 3.7 METERS (12.0 FT) NORTHEAST
 AX2442'OF A BILLBOARD, 0.3 METER (1.0 FT) NORTHEAST OF A FENCE, 6.7 METERS
 AX2442'(22.0 FT) SOUTH OF AN OVERHEAD POWERLINE WHICH CROSSES THE HIGHWAY,
 AX2442'9.1 METERS (30.0 FT) WEST OF THE NORTH END OF A 75-CM CONCRETE PIPE
 AX2442'CULVERT, 7.6 METERS (25.0 FT) NORTHWEST OF THE SOUTH END OF A 75-CM
 AX2442'CONCRETE PIPE CULVERT.  NOTE-DRIVEN TO REFUSAL.
 AX2442'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 AX2442'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AX2442
 AX2442                          STATION RECOVERY (1988)
 AX2442
 AX2442'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AX2442'MARK NOT FOUND.
 AX2442
 AX2442                          STATION RECOVERY (1997)
 AX2442
 AX2442'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (UNK)
 AX2442'REPORTED AS DESTROYED BY A LOCAL SURVEYOR, BY TELEPHONE.
 AX2442
 AX2442                          STATION RECOVERY (1999)
 AX2442
 AX2442'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1561 ***********************************************************************
 AY1561  DESIGNATION -  U 1307
 AY1561  PID         -  AY1561
 AY1561  STATE/COUNTY-  TX/COMAL
 AY1561  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1561
 AY1561                         *CURRENT SURVEY CONTROL
 AY1561  ___________________________________________________________________
 AY1561* NAD 83(1986)-  29 41 06.     (N)    098 08 53.     (W)     SCALED    
 AY1561* NAVD 88     -       202.931  (meters)     665.78   (feet)  ADJUSTED  
 AY1561  ___________________________________________________________________
 AY1561  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY1561  DYNAMIC HT  -         202.639 (meters)     664.82  (feet)  COMP
 AY1561  MODELED GRAV-     979,200.1   (mgal)                       NAVD 88
 AY1561
 AY1561  VERT ORDER  -  FIRST     CLASS II
 AY1561
 AY1561.The horizontal coordinates were scaled from a topographic map and have
 AY1561.an estimated accuracy of +/- 6 seconds.
 AY1561
 AY1561.The orthometric height was determined by differential leveling
 AY1561.and adjusted by the National Geodetic Survey in June 1991..
 AY1561
 AY1561.The geoid height was determined by GEOID03.
 AY1561
 AY1561.The dynamic height is computed by dividing the NAVD 88
 AY1561.geopotential number by the normal gravity value computed on the
 AY1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1561.degrees latitude (g = 980.6199 gals.).
 AY1561
 AY1561.The modeled gravity was interpolated from observed gravity values.
 AY1561
 AY1561;                    North         East    Units  Estimated Accuracy
 AY1561;SPC TXSC     - 4,205,520.      682,450.      MT  (+/- 180 meters Scaled)
 AY1561
 AY1561                          SUPERSEDED SURVEY CONTROL
 AY1561
 AY1561.No superseded survey control is available for this station.
 AY1561
 AY1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT824841(NAD 83)
 AY1561_MARKER: I = METAL ROD
 AY1561_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1561_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1561_STAMPING: U 1307 1980
 AY1561_MARK LOGO: NGS   
 AY1561_PROJECTION: RECESSED 3 CENTIMETERS
 AY1561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1561+STABILITY: POSITION/ELEVATION WELL
 AY1561_ROD/PIPE-DEPTH: 11.0 meters
 AY1561_SLEEVE-DEPTH  : 9.1 meters
 AY1561
 AY1561  HISTORY     - Date     Condition        Report By
 AY1561  HISTORY     - 1980     MONUMENTED       NGS
 AY1561  HISTORY     - 1989     GOOD             USPSQD
 AY1561  HISTORY     - 1990     GOOD             USPSQD
 AY1561  HISTORY     - 1990     GOOD             USPSQD
 AY1561  HISTORY     - 1991     GOOD             USPSQD
 AY1561  HISTORY     - 19930808 GOOD             USPSQD
 AY1561  HISTORY     - 19990925 GOOD             USPSQD
 AY1561
 AY1561                          STATION DESCRIPTION
 AY1561
 AY1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1561'IN NEW BRAUNFELS.
 AY1561'IN NEW BRAUNFELS, AT THE INTERSECTION OF SOUTH HIDALGO AVENUE AND SPUR
 AY1561'STREET, AT THE SOUTHEAST CORNER OF THE HOLY FAMILY CATHOLIC CHURCH,
 AY1561'14.6 METERS (48.0 FT) NORTHEAST OF THE CENTER OF SOUTH HIDALGO AVENUE,
 AY1561'5.3 METERS (17.5 FT) SOUTHEAST OF THE EASTERNMOST ONE OF TWO DOORS AT
 AY1561'THE MAIN ENTRANCE TO THE CHURCH, 2.2 METERS (7.2 FT) SOUTHWEST OF THE
 AY1561'SOUTHEAST CORNER OF THE CHURCH, 1.7 METERS (5.5 FT) SOUTHWEST OF THE
 AY1561'SOUTHERN FACE OF THE CHURCH, 1.4 METERS (4.5 FT) NORTHWEST OF THE WEST
 AY1561'EDGE OF A NORTH-SOUTH SIDEWALK.
 AY1561'THE MARK IS 0.3 M ABOVE SOUTH HIDALGO AVENUE.
 AY1561
 AY1561                          STATION RECOVERY (1989)
 AY1561
 AY1561'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1561'RECOVERED IN GOOD CONDITION.
 AY1561
 AY1561                          STATION RECOVERY (1990)
 AY1561
 AY1561'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1561'RECOVERED IN GOOD CONDITION.
 AY1561
 AY1561                          STATION RECOVERY (1990)
 AY1561
 AY1561'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1561'RECOVERED IN GOOD CONDITION.
 AY1561
 AY1561                          STATION RECOVERY (1991)
 AY1561
 AY1561'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1561'RECOVERED IN GOOD CONDITION.
 AY1561
 AY1561                          STATION RECOVERY (1993)
 AY1561
 AY1561'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1561'RECOVERED IN GOOD CONDITION.
 AY1561
 AY1561                          STATION RECOVERY (1999)
 AY1561
 AY1561'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2324 ***********************************************************************
 CS2324  DESIGNATION -  U 131
 CS2324  PID         -  CS2324
 CS2324  STATE/COUNTY-  TX/PARKER
 CS2324  USGS QUAD   -  GARNER (1979)
 CS2324
 CS2324                         *CURRENT SURVEY CONTROL
 CS2324  ___________________________________________________________________
 CS2324* NAD 83(1986)-  32 47 29.     (N)    097 56 46.     (W)     SCALED    
 CS2324* NAVD 88     -       295.389  (meters)     969.12   (feet)  ADJUSTED  
 CS2324  ___________________________________________________________________
 CS2324  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CS2324  DYNAMIC HT  -         295.027 (meters)     967.93  (feet)  COMP
 CS2324  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 CS2324
 CS2324  VERT ORDER  -  FIRST     CLASS II
 CS2324
 CS2324.The horizontal coordinates were scaled from a topographic map and have
 CS2324.an estimated accuracy of +/- 6 seconds.
 CS2324
 CS2324.The orthometric height was determined by differential leveling
 CS2324.and adjusted by the National Geodetic Survey in June 1991..
 CS2324
 CS2324.The geoid height was determined by GEOID03.
 CS2324
 CS2324.The dynamic height is computed by dividing the NAVD 88
 CS2324.geopotential number by the normal gravity value computed on the
 CS2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2324.degrees latitude (g = 980.6199 gals.).
 CS2324
 CS2324.The modeled gravity was interpolated from observed gravity values.
 CS2324
 CS2324;                    North         East    Units  Estimated Accuracy
 CS2324;SPC TXNC     - 2,124,860.      651,880.      MT  (+/- 180 meters Scaled)
 CS2324
 CS2324                          SUPERSEDED SURVEY CONTROL
 CS2324
 CS2324  NGVD 29 (??/??/92)  295.305  (m)          968.85   (f) ADJ UNCH    1 2
 CS2324
 CS2324.Superseded values are not recommended for survey control.
 CS2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2324.See file dsdata.txt to determine how the superseded data were derived.
 CS2324
 CS2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB986286(NAD 83)
 CS2324_MARKER: DB = BENCH MARK DISK
 CS2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2324_STAMPING: U 131 1952
 CS2324_MARK LOGO: CGS   
 CS2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2324+STABILITY: SURFACE MOTION
 CS2324
 CS2324  HISTORY     - Date     Condition        Report By
 CS2324  HISTORY     - 1952     MONUMENTED       CGS
 CS2324  HISTORY     - 1955     GOOD             NGS
 CS2324  HISTORY     - 1983     GOOD             NGS
 CS2324  HISTORY     - 20040327 GOOD             USPSQD
 CS2324
 CS2324                          STATION DESCRIPTION
 CS2324
 CS2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CS2324'5.0 MI NE FROM MILLSAP.
 CS2324'5.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS2324'STATION AT MILLSAP, 5 1/2 POLES NORTHEAST OF THE UNDERPASS OF U.S.
 CS2324'HIGHWAY 180, 1/2 POLE NORTH OF MILEPOST 286, 43.6 FEET NORTHWEST OF
 CS2324'THE NORTHWEST RAIL.  5.6 FEET SOUTHEAST OF A FENCE, 13 FEET NORTH OF A
 CS2324'TELEPHONE POLE, 2.7 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 CS2324'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CS2324
 CS2324                          STATION RECOVERY (1983)
 CS2324
 CS2324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2324'RECOVERED IN GOOD CONDITION.
 CS2324
 CS2324                          STATION RECOVERY (2004)
 CS2324
 CS2324'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0754 ***********************************************************************
 DN0754  DESIGNATION -  U 132
 DN0754  PID         -  DN0754
 DN0754  STATE/COUNTY-  TX/WISE
 DN0754  USGS QUAD   -  ALVORD (1976)
 DN0754
 DN0754                         *CURRENT SURVEY CONTROL
 DN0754  ___________________________________________________________________
 DN0754* NAD 83(1986)-  33 18 37.     (N)    097 38 48.     (W)     SCALED    
 DN0754* NAVD 88     -       277.137  (meters)     909.24   (feet)  POSTED    
 DN0754  ___________________________________________________________________
 DN0754  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DN0754  DYNAMIC HT  -         276.820 (meters)     908.20  (feet)  COMP
 DN0754  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 DN0754
 DN0754  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DN0754
 DN0754.The horizontal coordinates were scaled from a topographic map and have
 DN0754.an estimated accuracy of +/- 6 seconds.
 DN0754
 DN0754.The orthometric height was determined by differential leveling
 DN0754.and adjusted by the National Geodetic Survey in 1992..
 DN0754.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DN0754.rate of 1.1 thru 2.0 mm/km.
 DN0754
 DN0754.The geoid height was determined by GEOID03.
 DN0754
 DN0754.The dynamic height is computed by dividing the NAVD 88
 DN0754.geopotential number by the normal gravity value computed on the
 DN0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0754.degrees latitude (g = 980.6199 gals.).
 DN0754
 DN0754.The modeled gravity was interpolated from observed gravity values.
 DN0754
 DN0754;                    North         East    Units  Estimated Accuracy
 DN0754;SPC TXNC     - 2,182,580.      679,460.      MT  (+/- 180 meters Scaled)
 DN0754
 DN0754                          SUPERSEDED SURVEY CONTROL
 DN0754
 DN0754  NGVD 29 (??/??/92)  277.064  (m)          909.00   (f) ADJ UNCH    1 2
 DN0754
 DN0754.Superseded values are not recommended for survey control.
 DN0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0754.See file dsdata.txt to determine how the superseded data were derived.
 DN0754
 DN0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB259865(NAD 83)
 DN0754_MARKER: DB = BENCH MARK DISK
 DN0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0754_STAMPING: U 132 1952
 DN0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0754+STABILITY: SURFACE MOTION
 DN0754
 DN0754  HISTORY     - Date     Condition        Report By
 DN0754  HISTORY     - 1952     MONUMENTED       CGS
 DN0754
 DN0754                          STATION DESCRIPTION
 DN0754
 DN0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0754'4.6 MI SE FROM ALVORD.
 DN0754'4.6 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0754'THE STATION AT ALVORD, 4 1/2 POLES NORTH OF MILEPOST 47, 7 1/2 POLES
 DN0754'SOUTH OF A ROAD CROSSING, 40.7 FEET WEST OF THE WEST RAIL, 4 FEET EAST
 DN0754'OF A FENCE, 3.4 FEET NORTH OF A TELEGRAPH POLE, 2.5 FEET SOUTH OF A
 DN0754'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 DN0754'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0065 ***********************************************************************
 DO0065  DESIGNATION -  U 133
 DO0065  PID         -  DO0065
 DO0065  STATE/COUNTY-  TX/CLAY
 DO0065  USGS QUAD   -  BELLEVUE (1968)
 DO0065
 DO0065                         *CURRENT SURVEY CONTROL
 DO0065  ___________________________________________________________________
 DO0065* NAD 83(1986)-  33 38 13.     (N)    098 00 52.     (W)     SCALED    
 DO0065* NAVD 88     -       313.962  (meters)    1030.06   (feet)  ADJUSTED  
 DO0065  ___________________________________________________________________
 DO0065  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DO0065  DYNAMIC HT  -         313.613 (meters)    1028.91  (feet)  COMP
 DO0065  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 DO0065
 DO0065  VERT ORDER  -  FIRST     CLASS II
 DO0065
 DO0065.The horizontal coordinates were scaled from a topographic map and have
 DO0065.an estimated accuracy of +/- 6 seconds.
 DO0065
 DO0065.The orthometric height was determined by differential leveling
 DO0065.and adjusted by the National Geodetic Survey in June 1991..
 DO0065
 DO0065.The geoid height was determined by GEOID03.
 DO0065
 DO0065.The dynamic height is computed by dividing the NAVD 88
 DO0065.geopotential number by the normal gravity value computed on the
 DO0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0065.degrees latitude (g = 980.6199 gals.).
 DO0065
 DO0065.The modeled gravity was interpolated from observed gravity values.
 DO0065
 DO0065;                    North         East    Units  Estimated Accuracy
 DO0065;SPC TXNC     - 2,218,590.      645,040.      MT  (+/- 180 meters Scaled)
 DO0065
 DO0065                          SUPERSEDED SURVEY CONTROL
 DO0065
 DO0065  NGVD 29 (??/??/92)  313.903  (m)         1029.86   (f) ADJ UNCH    1 2
 DO0065
 DO0065.Superseded values are not recommended for survey control.
 DO0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0065.See file dsdata.txt to determine how the superseded data were derived.
 DO0065
 DO0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC914223(NAD 83)
 DO0065_MARKER: DB = BENCH MARK DISK
 DO0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0065_SP_SET: FOUNDATION
 DO0065_STAMPING: U 133 1933 1029.863
 DO0065_MARK LOGO: CGS   
 DO0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0065
 DO0065  HISTORY     - Date     Condition        Report By
 DO0065  HISTORY     - 1933     MONUMENTED       CGS
 DO0065  HISTORY     - 1961     GOOD             NGS
 DO0065  HISTORY     - 1984     GOOD             NGS
 DO0065
 DO0065                          STATION DESCRIPTION
 DO0065
 DO0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0065'0.15 MI NW FROM BELLEVUE.
 DO0065'ABOUT 0.1 MILE NORTH ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DO0065'BELLEVUE, THENCE 0.05 MILE WEST ALONG THE FORT WORTH AND DENVER
 DO0065'RAILWAY, 0.1 MILE EAST OF A HOUSE USED BY THE SECTION HANDS OF THE
 DO0065'RAILROAD, 0.05 MILE WEST OF A RAILROAD TOOL HOUSE, 68 FEET NORTH OF
 DO0065'THE NORTH RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE MOST
 DO0065'SOUTHWESTERLY CONCRETE FOUNDATION FORMERLY USED FOR A WATER TANK, 12
 DO0065'1/2 FEET EAST OF THE EAST FACE OF A METAL BUILDING, ABOUT LEVEL WITH
 DO0065'THE TRACK, AND PROJECTING 18 INCHES ABOVE THE GROUND.
 DO0065
 DO0065                          STATION RECOVERY (1984)
 DO0065
 DO0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0065'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DO0065'TO REACH FOLLOWS.  17.7 KM (11.0 MI) NORTHWESTERLY ALONG THE
 DO0065'BURLINGTON NORTHERN RAILROAD FROM THE STATION IN BOWIE, ADD 0.6 METERS
 DO0065'(2.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0071 ***********************************************************************
 EN0071  DESIGNATION -  U 134
 EN0071  PID         -  EN0071
 EN0071  STATE/COUNTY-  TX/CHILDRESS
 EN0071  USGS QUAD   -  CHILDRESS (1981)
 EN0071
 EN0071                         *CURRENT SURVEY CONTROL
 EN0071  ___________________________________________________________________
 EN0071* NAD 83(1986)-  34 24 46.     (N)    100 10 27.     (W)     SCALED    
 EN0071* NAVD 88     -       541.842  (meters)    1777.69   (feet)  POSTED    
 EN0071  ___________________________________________________________________
 EN0071  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EN0071  DYNAMIC HT  -         541.220 (meters)    1775.65  (feet)  COMP
 EN0071  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 EN0071
 EN0071  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EN0071
 EN0071.The horizontal coordinates were scaled from a topographic map and have
 EN0071.an estimated accuracy of +/- 6 seconds.
 EN0071
 EN0071.The orthometric height was determined by differential leveling
 EN0071.and adjusted by the National Geodetic Survey in 1992..
 EN0071.No vertical observational check was made to the station.
 EN0071.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EN0071.was located on a no-check spur therefore a value was not computed.
 EN0071
 EN0071.The geoid height was determined by GEOID03.
 EN0071
 EN0071.The dynamic height is computed by dividing the NAVD 88
 EN0071.geopotential number by the normal gravity value computed on the
 EN0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0071.degrees latitude (g = 980.6199 gals.).
 EN0071
 EN0071.The modeled gravity was interpolated from observed gravity values.
 EN0071
 EN0071;                    North         East    Units  Estimated Accuracy
 EN0071;SPC TX N     - 1,046,610.      321,900.      MT  (+/- 180 meters Scaled)
 EN0071
 EN0071                          SUPERSEDED SURVEY CONTROL
 EN0071
 EN0071  NGVD 29 (??/??/92)  541.576  (m)         1776.82   (f) ADJ UNCH    1 2
 EN0071
 EN0071.Superseded values are not recommended for survey control.
 EN0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0071.See file dsdata.txt to determine how the superseded data were derived.
 EN0071
 EN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD920085(NAD 83)
 EN0071_MARKER: DB = BENCH MARK DISK
 EN0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0071_SP_SET: CULVERT
 EN0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0071
 EN0071  HISTORY     - Date     Condition        Report By
 EN0071  HISTORY     - UNK      MONUMENTED       CGS
 EN0071  HISTORY     - 1933     GOOD             NGS
 EN0071  HISTORY     - 1958     GOOD             NGS
 EN0071
 EN0071                          STATION DESCRIPTION
 EN0071
 EN0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0071'2.4 MI SE FROM CHILDRESS.
 EN0071'AT MILEAGE 218.17, SET IN NORTH HEADWALL OF CONCRETE RAILROAD CULVERT.
 EN0071
 EN0071                          STATION RECOVERY (1958)
 EN0071
 EN0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0180 ***********************************************************************
 EN0180  DESIGNATION -  U 135
 EN0180  PID         -  EN0180
 EN0180  STATE/COUNTY-  TX/DONLEY
 EN0180  USGS QUAD   -  LELIA LAKE (1982)
 EN0180
 EN0180                         *CURRENT SURVEY CONTROL
 EN0180  ___________________________________________________________________
 EN0180* NAD 83(1986)-  34 53 30.     (N)    100 45 22.     (W)     SCALED    
 EN0180* NAVD 88     -       778.263  (meters)    2553.35   (feet)  ADJUSTED  
 EN0180  ___________________________________________________________________
 EN0180  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EN0180  DYNAMIC HT  -         777.373 (meters)    2550.43  (feet)  COMP
 EN0180  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 EN0180
 EN0180  VERT ORDER  -  FIRST     CLASS II
 EN0180
 EN0180.The horizontal coordinates were scaled from a topographic map and have
 EN0180.an estimated accuracy of +/- 6 seconds.
 EN0180
 EN0180.The orthometric height was determined by differential leveling
 EN0180.and adjusted by the National Geodetic Survey in June 1991..
 EN0180
 EN0180.The geoid height was determined by GEOID03.
 EN0180
 EN0180.The dynamic height is computed by dividing the NAVD 88
 EN0180.geopotential number by the normal gravity value computed on the
 EN0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0180.degrees latitude (g = 980.6199 gals.).
 EN0180
 EN0180.The modeled gravity was interpolated from observed gravity values.
 EN0180
 EN0180;                    North         East    Units  Estimated Accuracy
 EN0180;SPC TX N     - 1,099,180.      267,990.      MT  (+/- 180 meters Scaled)
 EN0180
 EN0180                          SUPERSEDED SURVEY CONTROL
 EN0180
 EN0180  NGVD 29 (??/??/92)  777.900  (m)         2552.16   (f) ADJ UNCH    1 2
 EN0180
 EN0180.Superseded values are not recommended for survey control.
 EN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0180.See file dsdata.txt to determine how the superseded data were derived.
 EN0180
 EN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD395624(NAD 83)
 EN0180_MARKER: DB = BENCH MARK DISK
 EN0180_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EN0180_STAMPING: U 135 1933 2552.160
 EN0180_MARK LOGO: CGS   
 EN0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0180+STABILITY: SURFACE MOTION
 EN0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0180+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0180
 EN0180  HISTORY     - Date     Condition        Report By
 EN0180  HISTORY     - 1933     MONUMENTED       CGS
 EN0180  HISTORY     - 1933     GOOD             NGS
 EN0180  HISTORY     - 1934     GOOD             NGS
 EN0180  HISTORY     - 1984     GOOD             NGS
 EN0180  HISTORY     - 20040803 GOOD             USPSQD
 EN0180  HISTORY     - 20050804 GOOD             USPSQD
 EN0180
 EN0180                          STATION DESCRIPTION
 EN0180
 EN0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0180'5.5 MI NW FROM HEDLEY.
 EN0180'AT MILEAGE 269.64, SET IN NORTHEAST CORNER OF SOUTHEAST ABUTMENT OF
 EN0180'CONCRETE CULVERT.
 EN0180
 EN0180                          STATION RECOVERY (1934)
 EN0180
 EN0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0180'RECOVERED IN GOOD CONDITION.
 EN0180
 EN0180                          STATION RECOVERY (1984)
 EN0180
 EN0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0180'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.4 KM
 EN0180'(8.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EN0180'STATE HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, 0.6 KM (0.35 MI)
 EN0180'SOUTHEAST OF RAILROAD MILEPOST 270, IN THE NORTHEAST END OF THE
 EN0180'SOUTHEAST CONCRETE ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD BRIDGE
 EN0180'NUMBER 269.64 OVER WEST LELIA LAKE, 53.3 M (174.9 FT) NORTHEAST OF THE
 EN0180'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND 1.9 M
 EN0180'(6.2 FT) NORTHEAST OF THE NEAR RAIL.
 EN0180'THE MARK IS 1.2 M BELOW THE TRACKS.
 EN0180
 EN0180                          STATION RECOVERY (2004)
 EN0180
 EN0180'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0180'RECOVERED IN GOOD CONDITION.
 EN0180
 EN0180                          STATION RECOVERY (2005)
 EN0180
 EN0180'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0180'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0079 ***********************************************************************
 GK0079  DESIGNATION -  U 136
 GK0079  PID         -  GK0079
 GK0079  STATE/COUNTY-  TX/OCHILTREE
 GK0079  USGS QUAD   -  PERRYTON SE (1973)
 GK0079
 GK0079                         *CURRENT SURVEY CONTROL
 GK0079  ___________________________________________________________________
 GK0079* NAD 83(1986)-  36 16 31.     (N)    100 46 50.     (W)     SCALED    
 GK0079* NAVD 88     -       887.565  (meters)    2911.95   (feet)  ADJUSTED  
 GK0079  ___________________________________________________________________
 GK0079  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GK0079  DYNAMIC HT  -         886.633 (meters)    2908.90  (feet)  COMP
 GK0079  MODELED GRAV-     979,552.4   (mgal)                       NAVD 88
 GK0079
 GK0079  VERT ORDER  -  FIRST     CLASS II
 GK0079
 GK0079.The horizontal coordinates were scaled from a topographic map and have
 GK0079.an estimated accuracy of +/- 6 seconds.
 GK0079
 GK0079.The orthometric height was determined by differential leveling
 GK0079.and adjusted by the National Geodetic Survey in June 1991..
 GK0079
 GK0079.The geoid height was determined by GEOID03.
 GK0079
 GK0079.The dynamic height is computed by dividing the NAVD 88
 GK0079.geopotential number by the normal gravity value computed on the
 GK0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0079.degrees latitude (g = 980.6199 gals.).
 GK0079
 GK0079.The modeled gravity was interpolated from observed gravity values.
 GK0079
 GK0079;                    North         East    Units  Estimated Accuracy
 GK0079;SPC TX N     - 1,252,660.      264,640.      MT  (+/- 180 meters Scaled)
 GK0079
 GK0079                          SUPERSEDED SURVEY CONTROL
 GK0079
 GK0079  NGVD 29 (??/??/92)  887.196  (m)         2910.74   (f) ADJ UNCH    1 2
 GK0079
 GK0079.Superseded values are not recommended for survey control.
 GK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0079.See file dsdata.txt to determine how the superseded data were derived.
 GK0079
 GK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF400159(NAD 83)
 GK0079_MARKER: DB = BENCH MARK DISK
 GK0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0079_STAMPING: U-136 1934
 GK0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0079+STABILITY: SURFACE MOTION
 GK0079
 GK0079  HISTORY     - Date     Condition        Report By
 GK0079  HISTORY     - 1934     MONUMENTED       CGS
 GK0079  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0079
 GK0079                          STATION DESCRIPTION
 GK0079
 GK0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0079'8.6 MI SE FROM PERRYTON.
 GK0079'8.6 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 50 FEET WEST OF
 GK0079'THE CENTERLINE OF U.S. HIGHWAY 83 UNDER CONSTRUCTION.  ONE FOOT WEST
 GK0079'OF THE HIGHWAY RIGHT-OF-WAY FENCE LINE.  NOTE-- RD. WORK IN AREA.
 GK0079
 GK0079                          STATION RECOVERY (1973)
 GK0079
 GK0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0007 ***********************************************************************
 FL0007  DESIGNATION -  U 137
 FL0007  PID         -  FL0007
 FL0007  STATE/COUNTY-  TX/HEMPHILL
 FL0007  USGS QUAD   -  CANADIAN EAST (1972)
 FL0007
 FL0007                         *CURRENT SURVEY CONTROL
 FL0007  ___________________________________________________________________
 FL0007* NAD 83(1986)-  35 56 09.     (N)    100 22 19.     (W)     SCALED    
 FL0007* NAVD 88     -       711.341  (meters)    2333.79   (feet)  ADJUSTED  
 FL0007  ___________________________________________________________________
 FL0007  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FL0007  DYNAMIC HT  -         710.582 (meters)    2331.30  (feet)  COMP
 FL0007  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 FL0007
 FL0007  VERT ORDER  -  FIRST     CLASS II
 FL0007
 FL0007.The horizontal coordinates were scaled from a topographic map and have
 FL0007.an estimated accuracy of +/- 6 seconds.
 FL0007
 FL0007.The orthometric height was determined by differential leveling
 FL0007.and adjusted by the National Geodetic Survey in June 1991..
 FL0007
 FL0007.The geoid height was determined by GEOID03.
 FL0007
 FL0007.The dynamic height is computed by dividing the NAVD 88
 FL0007.geopotential number by the normal gravity value computed on the
 FL0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0007.degrees latitude (g = 980.6199 gals.).
 FL0007
 FL0007.The modeled gravity was interpolated from observed gravity values.
 FL0007
 FL0007;                    North         East    Units  Estimated Accuracy
 FL0007;SPC TX N     - 1,215,340.      301,790.      MT  (+/- 180 meters Scaled)
 FL0007
 FL0007                          SUPERSEDED SURVEY CONTROL
 FL0007
 FL0007  NGVD 29 (??/??/92)  710.996  (m)         2332.66   (f) ADJ UNCH    1 2
 FL0007
 FL0007.Superseded values are not recommended for survey control.
 FL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0007.See file dsdata.txt to determine how the superseded data were derived.
 FL0007
 FL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE762777(NAD 83)
 FL0007_MARKER: DB = BENCH MARK DISK
 FL0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0007_SP_SET: BRIDGE
 FL0007_STAMPING: U-137 1934
 FL0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0007
 FL0007  HISTORY     - Date     Condition        Report By
 FL0007  HISTORY     - 1934     MONUMENTED       CGS
 FL0007
 FL0007                          STATION DESCRIPTION
 FL0007
 FL0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0007'1.6 MI NE FROM CANADIAN.
 FL0007'1.6 MILES NORTH EAST OF AT AND SF DEPOT, AT CANADIAN IN THE TOP OF THE
 FL0007'EAST WING WALL AT THE NORTH END OF ATCHISON TOPEKA AND SANTA FE
 FL0007'RAILROAD BRIDGE NO. 453A OVER CANADIAN RIVER.  12 FEET EAST OF THE
 FL0007'CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1493 ***********************************************************************
 AY1493  DESIGNATION -  U 1377
 AY1493  PID         -  AY1493
 AY1493  STATE/COUNTY-  TX/WILSON
 AY1493  USGS QUAD   -  FLORESVILLE (1973)
 AY1493
 AY1493                         *CURRENT SURVEY CONTROL
 AY1493  ___________________________________________________________________
 AY1493* NAD 83(1986)-  29 11 59.     (N)    098 12 36.     (W)     SCALED    
 AY1493* NAVD 88     -       129.472  (meters)     424.78   (feet)  ADJUSTED  
 AY1493  ___________________________________________________________________
 AY1493  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY1493  DYNAMIC HT  -         129.286 (meters)     424.17  (feet)  COMP
 AY1493  MODELED GRAV-     979,211.6   (mgal)                       NAVD 88
 AY1493
 AY1493  VERT ORDER  -  FIRST     CLASS II
 AY1493
 AY1493.The horizontal coordinates were scaled from a topographic map and have
 AY1493.an estimated accuracy of +/- 6 seconds.
 AY1493
 AY1493.The orthometric height was determined by differential leveling
 AY1493.and adjusted by the National Geodetic Survey in June 1991..
 AY1493
 AY1493.The geoid height was determined by GEOID03.
 AY1493
 AY1493.The dynamic height is computed by dividing the NAVD 88
 AY1493.geopotential number by the normal gravity value computed on the
 AY1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1493.degrees latitude (g = 980.6199 gals.).
 AY1493
 AY1493.The modeled gravity was interpolated from observed gravity values.
 AY1493
 AY1493;                    North         East    Units  Estimated Accuracy
 AY1493;SPC TXSC     - 4,151,690.      676,820.      MT  (+/- 180 meters Scaled)
 AY1493
 AY1493                          SUPERSEDED SURVEY CONTROL
 AY1493
 AY1493.No superseded survey control is available for this station.
 AY1493
 AY1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT767303(NAD 83)
 AY1493_MARKER: I = METAL ROD
 AY1493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1493_SP_SET: STAINLESS STEEL ROD
 AY1493_STAMPING: U 1377 1981
 AY1493_MARK LOGO: NGS   
 AY1493_PROJECTION: RECESSED 5 CENTIMETERS
 AY1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1493_ROD/PIPE-DEPTH: 10.0 meters
 AY1493
 AY1493  HISTORY     - Date     Condition        Report By
 AY1493  HISTORY     - 1981     MONUMENTED       NGS
 AY1493  HISTORY     - 19951021 GOOD             USPSQD
 AY1493
 AY1493                          STATION DESCRIPTION
 AY1493
 AY1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1493'15.1 KM (9.4 MI) NW FROM FLORESVILLE.
 AY1493'7.3 KM (8.25 MI) NORTHWEST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY1493'COURTHOUSE IN FLORESVILLE, THENCE 1.85 KM (1.15 MI) NORTHWEST ALONG
 AY1493'U.S. HIGHWAY 181, AT A ROADSIDE PARK ON THE SOUTHWEST SIDE OF THE
 AY1493'HIGHWAY, 24.0 METERS (80.0 FT) (SLOPE MEASUREMENT) SOUTHWEST OF THE
 AY1493'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 47.8 METERS (157 FT)
 AY1493'NORTHWEST OF THE CENTER OF A PIPE GATE IN A CHAIN LINK FENCE,
 AY1493'43.0 METERS (141 FT) SOUTHEAST OF THE NORTHWEST END OF A CHAIN LINK
 AY1493'FENCE, 16.1 METERS (54.0 FT) NORTHWEST OF A TELEPHONE POLE WITH TWO
 AY1493'TELEPHONE JUNCTION BOXES, 14.9 METERS (49.0 FT) WEST-NORTHWEST OF THE
 AY1493'NORTHWEST CORNER OF A FOUNDATION FOR A PICNIC TABLE AND SHELTER,
 AY1493'0.3 METER (1.0 FT) NORTHEAST OF THE FENCE.
 AY1493'THE MARK IS 0.55 METERS  SE FROM A WITNESS POST.
 AY1493'THE MARK IS 1.8 M ABOVE U.S. HIGHWAY 181.
 AY1493
 AY1493                          STATION RECOVERY (1995)
 AY1493
 AY1493'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1955 ***********************************************************************
 AN1955  DESIGNATION -  U 1378
 AN1955  PID         -  AN1955
 AN1955  STATE/COUNTY-  TX/KARNES
 AN1955  USGS QUAD   -  KARNES CITY (1987)
 AN1955
 AN1955                         *CURRENT SURVEY CONTROL
 AN1955  ___________________________________________________________________
 AN1955* NAD 83(1986)-  28 53 31.     (N)    097 53 31.     (W)     SCALED    
 AN1955* NAVD 88     -       127.079  (meters)     416.93   (feet)  ADJUSTED  
 AN1955  ___________________________________________________________________
 AN1955  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AN1955  DYNAMIC HT  -         126.894 (meters)     416.32  (feet)  COMP
 AN1955  MODELED GRAV-     979,186.9   (mgal)                       NAVD 88
 AN1955
 AN1955  VERT ORDER  -  FIRST     CLASS II
 AN1955
 AN1955.The horizontal coordinates were scaled from a topographic map and have
 AN1955.an estimated accuracy of +/- 6 seconds.
 AN1955
 AN1955.The orthometric height was determined by differential leveling
 AN1955.and adjusted by the National Geodetic Survey in June 1991..
 AN1955
 AN1955.The geoid height was determined by GEOID03.
 AN1955
 AN1955.The dynamic height is computed by dividing the NAVD 88
 AN1955.geopotential number by the normal gravity value computed on the
 AN1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1955.degrees latitude (g = 980.6199 gals.).
 AN1955
 AN1955.The modeled gravity was interpolated from observed gravity values.
 AN1955
 AN1955;                    North         East    Units  Estimated Accuracy
 AN1955;SPC TXSC     - 4,117,840.      708,070.      MT  (+/- 180 meters Scaled)
 AN1955
 AN1955                          SUPERSEDED SURVEY CONTROL
 AN1955
 AN1955.No superseded survey control is available for this station.
 AN1955
 AN1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS080965(NAD 83)
 AN1955_MARKER: I = METAL ROD
 AN1955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1955_SP_SET: STAINLESS STEEL ROD
 AN1955_STAMPING: U 1378 1981
 AN1955_MARK LOGO: NGS   
 AN1955_PROJECTION: RECESSED 5 CENTIMETERS
 AN1955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1955_ROD/PIPE-DEPTH: 6.0  meters
 AN1955
 AN1955  HISTORY     - Date     Condition        Report By
 AN1955  HISTORY     - 1981     MONUMENTED       NGS
 AN1955
 AN1955                          STATION DESCRIPTION
 AN1955
 AN1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1955'0.2 KM (0.1 MI) NE FROM KARNES CITY.
 AN1955'0.2 KM (0.1 MI) NORTHEAST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 AN1955'STATE HIGHWAY 123 IN KARNES CITY, AT THE NORTHEAST CORNER OF THE
 AN1955'KARNES HOSPITAL PARKING LOT, 32.0 METERS (105 FT) SOUTHEAST OF THE
 AN1955'CENTERLINE OF THE HIGHWAY, 18.2 METERS (60.0 FT) SOUTHWEST OF THE
 AN1955'CENTER OF THE NORTHEAST DRIVEWAY LEADING TO THE HOSPITAL, 40.0 METERS
 AN1955'(132 FT) NORTH-NORTHWEST OF THE CENTER OF TWO DOORS AT THE MAIN
 AN1955'ENTRANCE TO THE HOSPITAL, 43.0 METERS (142 FT) WEST OF THE NORTHWEST
 AN1955'CORNER OF THE HOSPITAL, 1.0 METER (3.5 FT) NORTHWEST OF A LIGHT POLE,
 AN1955'0.45 METER (1.5 FT) NORTHWEST OF A CONCRETE CURB AROUND THE PARKING
 AN1955'LOT, ROD WAS DRIVEN TO REFUSAL.
 AN1955'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1520 ***********************************************************************
 AY1520  DESIGNATION -  U 1379
 AY1520  PID         -  AY1520
 AY1520  STATE/COUNTY-  TX/BEXAR
 AY1520  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1520
 AY1520                         *CURRENT SURVEY CONTROL
 AY1520  ___________________________________________________________________
 AY1520* NAD 83(1986)-  29 25 57.     (N)    098 28 14.     (W)     SCALED    
 AY1520* NAVD 88     -       220.297  (meters)     722.76   (feet)  ADJUSTED  
 AY1520  ___________________________________________________________________
 AY1520  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AY1520  DYNAMIC HT  -         219.977 (meters)     721.71  (feet)  COMP
 AY1520  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 AY1520
 AY1520  VERT ORDER  -  FIRST     CLASS II
 AY1520
 AY1520.The horizontal coordinates were scaled from a topographic map and have
 AY1520.an estimated accuracy of +/- 6 seconds.
 AY1520
 AY1520.The orthometric height was determined by differential leveling
 AY1520.and adjusted by the National Geodetic Survey in June 1991..
 AY1520
 AY1520.The geoid height was determined by GEOID03.
 AY1520
 AY1520.The dynamic height is computed by dividing the NAVD 88
 AY1520.geopotential number by the normal gravity value computed on the
 AY1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1520.degrees latitude (g = 980.6199 gals.).
 AY1520
 AY1520.The modeled gravity was interpolated from observed gravity values.
 AY1520
 AY1520;                    North         East    Units  Estimated Accuracy
 AY1520;SPC TXSC     - 4,177,350.      651,370.      MT  (+/- 180 meters Scaled)
 AY1520
 AY1520                          SUPERSEDED SURVEY CONTROL
 AY1520
 AY1520.No superseded survey control is available for this station.
 AY1520
 AY1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT513560(NAD 83)
 AY1520_MARKER: DB = BENCH MARK DISK
 AY1520_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AY1520_SP_SET: BUILDING FOUNDATION
 AY1520_STAMPING: U 1379 1980
 AY1520_MARK LOGO: NGS   
 AY1520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1520+STABILITY: POSITION/ELEVATION WELL
 AY1520
 AY1520  HISTORY     - Date     Condition        Report By
 AY1520  HISTORY     - 1980     MONUMENTED       NGS
 AY1520  HISTORY     - 19950411 GOOD             USPSQD
 AY1520
 AY1520                          STATION DESCRIPTION
 AY1520
 AY1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1520'IN SAN ANTONIO.
 AY1520'IN SAN ANTONIO, AT THE BOWDEN ELEMENTARY SCHOOL AT THE JUNCTION OF
 AY1520'NORTH PINE STREET AND BURLESON STREET, IN TOP AND AT THE EXTREME
 AY1520'NORTHWEST CORNER OF A 0.6-METER WIDE CONCRETE SHELF AROUND THE SCHOOL
 AY1520'(PART OF THE FOUNDATION), 9.7 METERS (31.8 FT) EAST OF THE CENTERLINE
 AY1520'OF NORTH PINE STREET, 15.8 METERS (51.8 FT) SOUTH OF THE CENTERLINE
 AY1520'BURLESON STREET, 9.3 METERS (30.4 FT) SOUTH-SOUTHEAST OF A GUYED
 AY1520'POWERLINE POLE.
 AY1520'THE MARK IS 0.7 M ABOVE THE SIDEWALK.
 AY1520
 AY1520                          STATION RECOVERY (1995)
 AY1520
 AY1520'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0406 ***********************************************************************
 FM0406  DESIGNATION -  U 138
 FM0406  PID         -  FM0406
 FM0406  STATE/COUNTY-  TX/OLDHAM
 FM0406  USGS QUAD   -  SIGNAL SPRING SE (1966)
 FM0406
 FM0406                         *CURRENT SURVEY CONTROL
 FM0406  ___________________________________________________________________
 FM0406* NAD 83(1986)-  35 15 35.     (N)    102 45 55.     (W)     SCALED    
 FM0406* NAVD 88     -      1271.613  (meters)    4171.95   (feet)  ADJUSTED  
 FM0406  ___________________________________________________________________
 FM0406  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 FM0406  DYNAMIC HT  -        1270.063 (meters)    4166.86  (feet)  COMP
 FM0406  MODELED GRAV-     979,370.9   (mgal)                       NAVD 88
 FM0406
 FM0406  VERT ORDER  -  SECOND    CLASS 0
 FM0406
 FM0406.The horizontal coordinates were scaled from a topographic map and have
 FM0406.an estimated accuracy of +/- 6 seconds.
 FM0406
 FM0406.The orthometric height was determined by differential leveling
 FM0406.and adjusted by the National Geodetic Survey in June 1991..
 FM0406
 FM0406.The geoid height was determined by GEOID03.
 FM0406
 FM0406.The dynamic height is computed by dividing the NAVD 88
 FM0406.geopotential number by the normal gravity value computed on the
 FM0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0406.degrees latitude (g = 980.6199 gals.).
 FM0406
 FM0406.The modeled gravity was interpolated from observed gravity values.
 FM0406
 FM0406;                    North         East    Units  Estimated Accuracy
 FM0406;SPC TX N     - 1,140,490.       84,870.      MT  (+/- 180 meters Scaled)
 FM0406
 FM0406                          SUPERSEDED SURVEY CONTROL
 FM0406
 FM0406  NGVD 29 (??/??/92) 1271.048  (m)         4170.10   (f) ADJ UNCH    2 0
 FM0406
 FM0406.Superseded values are not recommended for survey control.
 FM0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0406.See file dsdata.txt to determine how the superseded data were derived.
 FM0406
 FM0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV032041(NAD 83)
 FM0406_MARKER: DB = BENCH MARK DISK
 FM0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0406_STAMPING: U-138 1934
 FM0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0406+STABILITY: SURFACE MOTION
 FM0406
 FM0406  HISTORY     - Date     Condition        Report By
 FM0406  HISTORY     - 1934     MONUMENTED       CGS
 FM0406  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0406
 FM0406                          STATION DESCRIPTION
 FM0406
 FM0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0406'5.7 MI W FROM ADRIAN.
 FM0406'5.7 MILES WEST OF ROCK ISLAND RR DEPOT AT ADRIAN 30 FEET NORTH OF ROAD
 FM0406'RUNNING EAST AND WEST CROSSING TRACK.  2 FEET NORTH OF FENCE LINE. 48
 FM0406'FEET EAST OF CENTERLINE OF ROCK ISLAND RAILROAD.
 FM0406
 FM0406                          STATION RECOVERY (1966)
 FM0406
 FM0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1075 ***********************************************************************
 AH1075  DESIGNATION -  U 1380
 AH1075  PID         -  AH1075
 AH1075  STATE/COUNTY-  TX/KLEBERG
 AH1075  USGS QUAD   -  RIVIERA (1979)
 AH1075
 AH1075                         *CURRENT SURVEY CONTROL
 AH1075  ___________________________________________________________________
 AH1075* NAD 83(1986)-  27 17 10.     (N)    097 48 30.     (W)     SCALED    
 AH1075* NAVD 88     -        10.783  (meters)      35.38   (feet)  ADJUSTED  
 AH1075  ___________________________________________________________________
 AH1075  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH1075  DYNAMIC HT  -          10.766 (meters)      35.32  (feet)  COMP
 AH1075  MODELED GRAV-     979,093.3   (mgal)                       NAVD 88
 AH1075
 AH1075  VERT ORDER  -  FIRST     CLASS II
 AH1075
 AH1075.The horizontal coordinates were scaled from a topographic map and have
 AH1075.an estimated accuracy of +/- 6 seconds.
 AH1075
 AH1075.The orthometric height was determined by differential leveling
 AH1075.and adjusted by the National Geodetic Survey in June 1991..
 AH1075
 AH1075.The geoid height was determined by GEOID03.
 AH1075
 AH1075.The dynamic height is computed by dividing the NAVD 88
 AH1075.geopotential number by the normal gravity value computed on the
 AH1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1075.degrees latitude (g = 980.6199 gals.).
 AH1075
 AH1075.The modeled gravity was interpolated from observed gravity values.
 AH1075
 AH1075;                    North         East    Units  Estimated Accuracy
 AH1075;SPC TX S     - 5,179,610.      368,470.      MT  (+/- 180 meters Scaled)
 AH1075
 AH1075                          SUPERSEDED SURVEY CONTROL
 AH1075
 AH1075.No superseded survey control is available for this station.
 AH1075
 AH1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR179186(NAD 83)
 AH1075_MARKER: I = METAL ROD
 AH1075_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1075_SP_SET: STAINLESS STEEL ROD
 AH1075_STAMPING: U 1380 1981
 AH1075_MARK LOGO: NGS   
 AH1075_PROJECTION: RECESSED 5 CENTIMETERS
 AH1075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1075+STABILITY: POSITION/ELEVATION WELL
 AH1075_ROD/PIPE-DEPTH: 13.4 meters
 AH1075
 AH1075  HISTORY     - Date     Condition        Report By
 AH1075  HISTORY     - 1981     MONUMENTED       NGS
 AH1075  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AH1075
 AH1075                          STATION DESCRIPTION
 AH1075
 AH1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1075'1.5 KM (0.95 MI) SSE FROM RIVIERA.
 AH1075'1.5 KM (0.95 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM
 AH1075'THE JUNCTION OF STATE ROUTE 285 IN RIVIERA, IN LINE WITH THE HIGH
 AH1075'VOLTAGE LINES THAT CROSS THE HIGHWAY, 18.6 METERS (61.0 FT) SOUTHWEST
 AH1075'OF THE CENTERLINE OF U.S. HIGHWAY 77 SOUTHBOUND, 0.3 METER (1.0 FT)
 AH1075'EAST OF A FENCE, 1.5 METERS (5.0 FT) SOUTHEAST OF A CORNER FENCE POST,
 AH1075'2.0 METERS (6.7 FT) SOUTHEAST OF A POWERLINE POLE, 30.5 METERS
 AH1075'(100 FT) SOUTHEAST OF A FIELD ENTRANCE ROAD, LEADING WEST, 32.3 METERS
 AH1075'(106 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE ROAD LEADING
 AH1075'EAST-SOUTHEAST.
 AH1075'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AH1075'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 AH1075
 AH1075                          STATION RECOVERY (1988)
 AH1075
 AH1075'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1943 ***********************************************************************
 AN1943  DESIGNATION -  U 1381
 AN1943  PID         -  AN1943
 AN1943  STATE/COUNTY-  TX/KARNES
 AN1943  USGS QUAD   -  TULSITA (1987)
 AN1943
 AN1943                         *CURRENT SURVEY CONTROL
 AN1943  ___________________________________________________________________
 AN1943* NAD 83(1986)-  28 43 48.     (N)    097 51 02.     (W)     SCALED    
 AN1943* NAVD 88     -       134.481  (meters)     441.21   (feet)  ADJUSTED  
 AN1943  ___________________________________________________________________
 AN1943  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AN1943  DYNAMIC HT  -         134.283 (meters)     440.56  (feet)  COMP
 AN1943  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 AN1943
 AN1943  VERT ORDER  -  FIRST     CLASS II
 AN1943
 AN1943.The horizontal coordinates were scaled from a topographic map and have
 AN1943.an estimated accuracy of +/- 6 seconds.
 AN1943
 AN1943.The orthometric height was determined by differential leveling
 AN1943.and adjusted by the National Geodetic Survey in June 1991..
 AN1943
 AN1943.The geoid height was determined by GEOID03.
 AN1943
 AN1943.The dynamic height is computed by dividing the NAVD 88
 AN1943.geopotential number by the normal gravity value computed on the
 AN1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1943.degrees latitude (g = 980.6199 gals.).
 AN1943
 AN1943.The modeled gravity was interpolated from observed gravity values.
 AN1943
 AN1943;                    North         East    Units  Estimated Accuracy
 AN1943;SPC TXSC     - 4,099,930.      712,280.      MT  (+/- 180 meters Scaled)
 AN1943
 AN1943                          SUPERSEDED SURVEY CONTROL
 AN1943
 AN1943.No superseded survey control is available for this station.
 AN1943
 AN1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS122786(NAD 83)
 AN1943_MARKER: I = METAL ROD
 AN1943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN1943_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN1943_STAMPING: U 1381 1981
 AN1943_MARK LOGO: NGS   
 AN1943_PROJECTION: RECESSED 6 CENTIMETERS
 AN1943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AN1943+STABILITY: POSITION/ELEVATION WELL
 AN1943_ROD/PIPE-DEPTH: 11.8 meters
 AN1943_SLEEVE-DEPTH  : 9.1 meters
 AN1943
 AN1943  HISTORY     - Date     Condition        Report By
 AN1943  HISTORY     - 1981     MONUMENTED       NGS
 AN1943
 AN1943                          STATION DESCRIPTION
 AN1943
 AN1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1943'10.05 KM (6.25 MI) SE FROM KENEDY.
 AN1943'3.95 KM (2.45 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1943'THE POST OFFICE IN KENEDY, THENCE 6.2 KM (3.8 MI) SOUTH ALONG U.S.
 AN1943'HIGHWAY 181, AT THE GREEN BAPTIST CHURCH, 41.7 METERS (137 FT) EAST OF
 AN1943'THE CENTERLINE OF THE HIGHWAY, 65.8 METERS (216 FT) NORTHWEST OF THE
 AN1943'NORTHWEST CORNER OF THE CHURCH, 69.4 METERS (227.7 FT) WEST-NORTHWEST
 AN1943'OF THE NORTHEAST CORNER OF THE CHURCH, 8.0 METERS (26.5 FT) SOUTHEAST
 AN1943'OF THE CORNER FENCE POST WITH A LATCH FOR THE SOUTHERNMOST ONE OF TWO
 AN1943'METAL GATES, 55.6 METERS (186 FT) NORTHEAST OF THE CENTER OF THE NORTH
 AN1943'END OF A 60-CM CONCRETE CULVERT UNDER THE DRIVE TO THE CHURCH,
 AN1943'1.2 METERS (4.0 FT) SOUTHWEST OF A FENCE.
 AN1943'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 AN1943'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1904 ***********************************************************************
 AN1904  DESIGNATION -  U 1382
 AN1904  PID         -  AN1904
 AN1904  STATE/COUNTY-  TX/BEE
 AN1904  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1904
 AN1904                         *CURRENT SURVEY CONTROL
 AN1904  ___________________________________________________________________
 AN1904* NAD 83(1986)-  28 13 49.     (N)    097 39 37.     (W)     SCALED    
 AN1904* NAVD 88     -        42.868  (meters)     140.64   (feet)  ADJUSTED  
 AN1904  ___________________________________________________________________
 AN1904  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1904  DYNAMIC HT  -          42.804 (meters)     140.43  (feet)  COMP
 AN1904  MODELED GRAV-     979,140.6   (mgal)                       NAVD 88
 AN1904
 AN1904  VERT ORDER  -  FIRST     CLASS II
 AN1904
 AN1904.The horizontal coordinates were scaled from a topographic map and have
 AN1904.an estimated accuracy of +/- 6 seconds.
 AN1904
 AN1904.The orthometric height was determined by differential leveling
 AN1904.and adjusted by the National Geodetic Survey in June 1991..
 AN1904
 AN1904.The geoid height was determined by GEOID03.
 AN1904
 AN1904.The dynamic height is computed by dividing the NAVD 88
 AN1904.geopotential number by the normal gravity value computed on the
 AN1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1904.degrees latitude (g = 980.6199 gals.).
 AN1904
 AN1904.The modeled gravity was interpolated from observed gravity values.
 AN1904
 AN1904;                    North         East    Units  Estimated Accuracy
 AN1904;SPC TXSC     - 4,044,750.      731,500.      MT  (+/- 180 meters Scaled)
 AN1904
 AN1904                          SUPERSEDED SURVEY CONTROL
 AN1904
 AN1904.No superseded survey control is available for this station.
 AN1904
 AN1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS314234(NAD 83)
 AN1904_MARKER: I = METAL ROD
 AN1904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1904_SP_SET: STAINLESS STEEL ROD
 AN1904_STAMPING: U 1382 1981
 AN1904_MARK LOGO: NGS   
 AN1904_PROJECTION: RECESSED 4 CENTIMETERS
 AN1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1904_ROD/PIPE-DEPTH: 9.4  meters
 AN1904
 AN1904  HISTORY     - Date     Condition        Report By
 AN1904  HISTORY     - 1981     MONUMENTED       NGS
 AN1904  HISTORY     - 1990     GOOD             USPSQD
 AN1904
 AN1904                          STATION DESCRIPTION
 AN1904
 AN1904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1904'3.5 KM (2.2 MI) SE FROM SKIDMORE.
 AN1904'3.5 KM (2.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1904'STATE HIGHWAY 359 IN SKIDMORE, AT A PIPELINE CROSSING, 20.4 METERS
 AN1904'(67.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26.1 METERS
 AN1904'(85.5 FT) SOUTHEAST OF A 12-CM PIPELINE MARKER PIPE, 1.8 METERS
 AN1904'(6.0 FT) NORTHWEST OF A POWERLINE POLE.
 AN1904'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AN1904'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AN1904
 AN1904                          STATION RECOVERY (1990)
 AN1904
 AN1904'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0443 ***********************************************************************
 CE0443  DESIGNATION -  U 1383
 CE0443  PID         -  CE0443
 CE0443  STATE/COUNTY-  TX/EL PASO
 CE0443  USGS QUAD   -  CANUTILLO (1995)
 CE0443
 CE0443                         *CURRENT SURVEY CONTROL
 CE0443  ___________________________________________________________________
 CE0443* NAD 83(1986)-  31 54 30.     (N)    106 34 57.     (W)     SCALED    
 CE0443* NAVD 88     -      1189.368  (meters)    3902.12   (feet)  ADJUSTED  
 CE0443  ___________________________________________________________________
 CE0443  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CE0443  DYNAMIC HT  -        1187.599 (meters)    3896.31  (feet)  COMP
 CE0443  MODELED GRAV-     979,111.3   (mgal)                       NAVD 88
 CE0443
 CE0443  VERT ORDER  -  FIRST     CLASS II
 CE0443
 CE0443.The horizontal coordinates were scaled from a topographic map and have
 CE0443.an estimated accuracy of +/- 6 seconds.
 CE0443
 CE0443.The orthometric height was determined by differential leveling
 CE0443.and adjusted by the National Geodetic Survey in June 1991..
 CE0443
 CE0443.The geoid height was determined by GEOID03.
 CE0443
 CE0443.The dynamic height is computed by dividing the NAVD 88
 CE0443.geopotential number by the normal gravity value computed on the
 CE0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0443.degrees latitude (g = 980.6199 gals.).
 CE0443
 CE0443.The modeled gravity was interpolated from observed gravity values.
 CE0443
 CE0443;                    North         East    Units  Estimated Accuracy
 CE0443;SPC TX C     - 3,265,110.      109,220.      MT  (+/- 180 meters Scaled)
 CE0443
 CE0443                          SUPERSEDED SURVEY CONTROL
 CE0443
 CE0443.No superseded survey control is available for this station.
 CE0443
 CE0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR503313(NAD 83)
 CE0443_MARKER: DV = VERTICAL CONTROL DISK
 CE0443_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0443_SP_SET: ABUTMENT
 CE0443_STAMPING: U 1383 1981
 CE0443_MARK LOGO: NGS   
 CE0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0443+STABILITY: POSITION/ELEVATION WELL
 CE0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0443+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0443
 CE0443  HISTORY     - Date     Condition        Report By
 CE0443  HISTORY     - 1981     MONUMENTED       NGS
 CE0443  HISTORY     - 19940418 GOOD             NGS
 CE0443
 CE0443                          STATION DESCRIPTION
 CE0443
 CE0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0443'2.2 KM (1.4 MI) EAST FROM CANUTILLO.
 CE0443'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0443'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 CE0443'IN CANUTILLO, THENCE 1.6 KM (1.0 MI) EAST ALONG STATE HIGHWAY LOOP
 CE0443'375, AT THE JUNCTION OF INTERSTATE HIGHWAY 10, IN TOP OF THE NORTH
 CE0443'END OF THE EAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS AND 4.4
 CE0443'METERS (14.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CE0443
 CE0443                          STATION RECOVERY (1994)
 CE0443
 CE0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0443'0.6 KM (0.35 MI) SOUTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0443'THE POST OFFICE IN CANUTILLO, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG
 CE0443'STATE HIGHWAY LOOP 375, IN TOP OF AND 1.3 M (4.3 FT) SOUTH OF THE
 CE0443'NORTH END OF THE EAST CONCRETE ABUTMENT OF INTERSTATE HIGHWAY 10
 CE0443'OVERPASS OF THE HIGHWAY, 23.7 M (77.8 FT) EAST OF THE CENTERLINE OF
 CE0443'THE NORTHBOUND LANES OF THE INTERSTATE HIGHWAY, 4.4 M (14.4 FT) NORTH
 CE0443'OF AND LEVEL WITH THE CENTERLINE OF THE STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0371 ***********************************************************************
 CE0371  DESIGNATION -  U 1384
 CE0371  PID         -  CE0371
 CE0371  STATE/COUNTY-  TX/EL PASO
 CE0371  USGS QUAD   -  YSLETA (1994)
 CE0371
 CE0371                         *CURRENT SURVEY CONTROL
 CE0371  ___________________________________________________________________
 CE0371* NAD 83(1986)-  31 40 57.     (N)    106 18 29.     (W)     SCALED    
 CE0371* NAVD 88     -      1119.226  (meters)    3671.99   (feet)  ADJUSTED  
 CE0371  ___________________________________________________________________
 CE0371  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0371  DYNAMIC HT  -        1117.525 (meters)    3666.41  (feet)  COMP
 CE0371  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 CE0371
 CE0371  VERT ORDER  -  FIRST     CLASS I
 CE0371
 CE0371.The horizontal coordinates were scaled from a topographic map and have
 CE0371.an estimated accuracy of +/- 6 seconds.
 CE0371
 CE0371.The orthometric height was determined by differential leveling
 CE0371.and adjusted by the National Geodetic Survey in November 1996..
 CE0371
 CE0371.The geoid height was determined by GEOID03.
 CE0371
 CE0371.The dynamic height is computed by dividing the NAVD 88
 CE0371.geopotential number by the normal gravity value computed on the
 CE0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0371.degrees latitude (g = 980.6199 gals.).
 CE0371
 CE0371.The modeled gravity was interpolated from observed gravity values.
 CE0371
 CE0371;                    North         East    Units  Estimated Accuracy
 CE0371;SPC TX C     - 3,238,680.      133,790.      MT  (+/- 180 meters Scaled)
 CE0371
 CE0371                          SUPERSEDED SURVEY CONTROL
 CE0371
 CE0371  NAVD 88 (06/15/91) 1119.268  (m)         3672.13   (f) UNKNOWN     1 1
 CE0371
 CE0371.Superseded values are not recommended for survey control.
 CE0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0371.See file dsdata.txt to determine how the superseded data were derived.
 CE0371
 CE0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR760059(NAD 83)
 CE0371_MARKER: DV = VERTICAL CONTROL DISK
 CE0371_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0371_SP_SET: BRIDGE ABUTMENT
 CE0371_STAMPING: U 1384 1981
 CE0371_MARK LOGO: NGS   
 CE0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0371+STABILITY: POSITION/ELEVATION WELL
 CE0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0371+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CE0371
 CE0371  HISTORY     - Date     Condition        Report By
 CE0371  HISTORY     - 1981     MONUMENTED       NGS
 CE0371  HISTORY     - 19930114 GOOD             NGS
 CE0371  HISTORY     - 19990809 GOOD             NGS
 CE0371  HISTORY     - 20050402 GOOD             USPSQD
 CE0371
 CE0371                          STATION DESCRIPTION
 CE0371
 CE0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0371'IN EL PASO.
 CE0371'THE MARK IS 1.6 M ABOVE THE GROUND.
 CE0371'IN EL PASO, AT THE JUNCTION OF LOOP 357 AND THE SOUTHERN PACIFIC
 CE0371'RAILROAD, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHERLY
 CE0371'ONE OF TWO PIERS IN THE SECOND ROW OF PIERS SOUTHWEST OF THE TRACKS
 CE0371'AND 30.0 METERS (98.3 FT) SOUTHWEST OF THE NEAR RAIL.
 CE0371
 CE0371                          STATION RECOVERY (1993)
 CE0371
 CE0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0371'IN EL PASO, AT THE INTERSECTION OF STATE HIGHWAY LOOP 375 (AMERICAS
 CE0371'AVENUE) AND THE SOUTHERN PACIFIC RAILROAD, SET VERTICALLY IN THE
 CE0371'NORTHEAST FACE OF THE CENTER OF 3 CONCRETE COLUMNS OF THE 4TH PIER
 CE0371'SOUTHWEST OF THE NORTHEAST ABUTMENT OF THE SOUTHBOUND HIGHWAY
 CE0371'OVERPASS OF THE RAILROAD, 30.0 M (98.4 FT) SOUTHWEST OF THE NEAR
 CE0371'RAIL, 2.5 M (8.2 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, AND 1.8
 CE0371'M (5.9 FT) ABOVE THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN
 CE0371'MUTILATED, BUT THE STAMPING IS LEDGIBLE.
 CE0371
 CE0371                          STATION RECOVERY (1999)
 CE0371
 CE0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CE0371'DISK IS MUTILATED, DATUM POINT IS VISIBLE.
 CE0371
 CE0371                          STATION RECOVERY (2005)
 CE0371
 CE0371'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1598 ***********************************************************************
 AY1598  DESIGNATION -  U 1387
 AY1598  PID         -  AY1598
 AY1598  STATE/COUNTY-  TX/UVALDE
 AY1598  USGS QUAD   -  SABINAL (1970)
 AY1598
 AY1598                         *CURRENT SURVEY CONTROL
 AY1598  ___________________________________________________________________
 AY1598* NAD 83(1986)-  29 18 47.     (N)    099 29 22.     (W)     SCALED    
 AY1598* NAVD 88     -       286.779  (meters)     940.87   (feet)  ADJUSTED  
 AY1598  ___________________________________________________________________
 AY1598  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AY1598  DYNAMIC HT  -         286.362 (meters)     939.51  (feet)  COMP
 AY1598  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY1598
 AY1598  VERT ORDER  -  FIRST     CLASS II
 AY1598
 AY1598.The horizontal coordinates were scaled from a topographic map and have
 AY1598.an estimated accuracy of +/- 6 seconds.
 AY1598
 AY1598.The orthometric height was determined by differential leveling
 AY1598.and adjusted by the National Geodetic Survey in June 1991..
 AY1598
 AY1598.The geoid height was determined by GEOID03.
 AY1598
 AY1598.The dynamic height is computed by dividing the NAVD 88
 AY1598.geopotential number by the normal gravity value computed on the
 AY1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1598.degrees latitude (g = 980.6199 gals.).
 AY1598
 AY1598.The modeled gravity was interpolated from observed gravity values.
 AY1598
 AY1598;                    North         East    Units  Estimated Accuracy
 AY1598;SPC TXSC     - 4,164,090.      552,460.      MT  (+/- 180 meters Scaled)
 AY1598
 AY1598                          SUPERSEDED SURVEY CONTROL
 AY1598
 AY1598.No superseded survey control is available for this station.
 AY1598
 AY1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT524427(NAD 83)
 AY1598_MARKER: I = METAL ROD
 AY1598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1598_SP_SET: STAINLESS STEEL ROD
 AY1598_STAMPING: U 1387 1982
 AY1598_MARK LOGO: NGS   
 AY1598_PROJECTION: FLUSH
 AY1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1598_ROD/PIPE-DEPTH: 4.9  meters
 AY1598
 AY1598  HISTORY     - Date     Condition        Report By
 AY1598  HISTORY     - 1982     MONUMENTED       NGS
 AY1598  HISTORY     - 20021029 GOOD             USPSQD
 AY1598
 AY1598                          STATION DESCRIPTION
 AY1598
 AY1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1598'2.4 KM (1.5 MI) WEST FROM SABINAL.
 AY1598'2.4 KM (1.5 MI) WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF RANCH
 AY1598'ROAD 187 IN SABINAL, AT A 5 CHANNEL BOX CULVERT UNDER HIGHWAY,
 AY1598'32.9 METERS (108.0 FT) NORTH OF CENTERLINE OF HIGHWAY, 22.7 METERS
 AY1598'(74.5 FT) NORTH OF A METAL GUARD RAIL, 27.7 METERS (91.0 FT) NORTHEAST
 AY1598'OF NORTHEAST END OF CONCRETE CULVERT HEADWALL, 10.4 METERS (34.0 FT)
 AY1598'EAST OF A CORNER FENCE POST, 0.46 METERS (1.5 FT) WEST OF A CONCRETE
 AY1598'RIGHT OF WAY POST, AND 0.30 METERS (1.0 FT) SOUTH OF A FENCE LINE.
 AY1598'NOTE, ROD DRIVEN TO REFUSAL.
 AY1598'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AY1598'THE MARK IS 0.61 M BELOW HIGHWAY.
 AY1598
 AY1598                          STATION RECOVERY (2002)
 AY1598
 AY1598'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0804 ***********************************************************************
 CD0804  DESIGNATION -  U 1389
 CD0804  PID         -  CD0804
 CD0804  STATE/COUNTY-  TX/HUDSPETH
 CD0804  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0804
 CD0804                         *CURRENT SURVEY CONTROL
 CD0804  ___________________________________________________________________
 CD0804* NAD 83(1986)-  31 06 31.     (N)    105 07 44.     (W)     SCALED    
 CD0804* NAVD 88     -      1360.137  (meters)    4462.38   (feet)  ADJUSTED  
 CD0804  ___________________________________________________________________
 CD0804  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0804  DYNAMIC HT  -        1357.971 (meters)    4455.28  (feet)  COMP
 CD0804  MODELED GRAV-     979,000.7   (mgal)                       NAVD 88
 CD0804
 CD0804  VERT ORDER  -  FIRST     CLASS II
 CD0804
 CD0804.The horizontal coordinates were scaled from a topographic map and have
 CD0804.an estimated accuracy of +/- 6 seconds.
 CD0804
 CD0804.The orthometric height was determined by differential leveling
 CD0804.and adjusted by the National Geodetic Survey in June 1991..
 CD0804
 CD0804.The geoid height was determined by GEOID03.
 CD0804
 CD0804.The dynamic height is computed by dividing the NAVD 88
 CD0804.geopotential number by the normal gravity value computed on the
 CD0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0804.degrees latitude (g = 980.6199 gals.).
 CD0804
 CD0804.The modeled gravity was interpolated from observed gravity values.
 CD0804
 CD0804;                    North         East    Units  Estimated Accuracy
 CD0804;SPC TX C     - 3,169,710.      242,720.      MT  (+/- 180 meters Scaled)
 CD0804
 CD0804                          SUPERSEDED SURVEY CONTROL
 CD0804
 CD0804.No superseded survey control is available for this station.
 CD0804
 CD0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ877416(NAD 83)
 CD0804_MARKER: I = METAL ROD
 CD0804_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0804_SP_SET: STAINLESS STEEL ROD
 CD0804_STAMPING: U 1389 1981
 CD0804_MARK LOGO: NGS   
 CD0804_PROJECTION: FLUSH
 CD0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0804_ROD/PIPE-DEPTH: 4.0  meters
 CD0804
 CD0804  HISTORY     - Date     Condition        Report By
 CD0804  HISTORY     - 1981     MONUMENTED       NGS
 CD0804
 CD0804                          STATION DESCRIPTION
 CD0804
 CD0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0804'23.2 KM (14.4 MI) SE FROM SIERRA BLANCA.
 CD0804'23.2 KM (14.4 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0804'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.9 KM (0.55 MI) WEST OF
 CD0804'MILEPOST 122, 0.2 KM (0.1 MI) NORTHWEST OF A GRAVELED ROAD CROSSING,
 CD0804'AT A POWERLINE CROSSING, 27.1 METERS (89.0 FT) NORTH-NORTHEAST OF
 CD0804'THE CENTERLINE OF A FRONTAGE ROAD, 15.8 METERS (51.8 FT)
 CD0804'SOUTH-SOUTHWEST OF THE NEAR RAIL AND 1.6 METERS (5.4 FT)
 CD0804'NORTH-NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 CD0804'IS THROUGH A 5-INCH LOGO CAP.
 CD0804'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 CD0804'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0193 ***********************************************************************
 FL0193  DESIGNATION -  U 139
 FL0193  PID         -  FL0193
 FL0193  STATE/COUNTY-  TX/WHEELER
 FL0193  USGS QUAD   -  TWITTY (1976)
 FL0193
 FL0193                         *CURRENT SURVEY CONTROL
 FL0193  ___________________________________________________________________
 FL0193* NAD 83(1986)-  35 18 51.     (N)    100 14 09.     (W)     SCALED    
 FL0193* NAVD 88     -       686.814  (meters)    2253.32   (feet)  ADJUSTED  
 FL0193  ___________________________________________________________________
 FL0193  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL0193  DYNAMIC HT  -         686.094 (meters)    2250.96  (feet)  COMP
 FL0193  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 FL0193
 FL0193  VERT ORDER  -  FIRST     CLASS II
 FL0193
 FL0193.The horizontal coordinates were scaled from a topographic map and have
 FL0193.an estimated accuracy of +/- 6 seconds.
 FL0193
 FL0193.The orthometric height was determined by differential leveling
 FL0193.and adjusted by the National Geodetic Survey in June 1991..
 FL0193
 FL0193.The geoid height was determined by GEOID03.
 FL0193
 FL0193.The dynamic height is computed by dividing the NAVD 88
 FL0193.geopotential number by the normal gravity value computed on the
 FL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0193.degrees latitude (g = 980.6199 gals.).
 FL0193
 FL0193.The modeled gravity was interpolated from observed gravity values.
 FL0193
 FL0193;                    North         East    Units  Estimated Accuracy
 FL0193;SPC TX N     - 1,146,520.      314,950.      MT  (+/- 180 meters Scaled)
 FL0193
 FL0193                          SUPERSEDED SURVEY CONTROL
 FL0193
 FL0193  NGVD 29 (??/??/92)  686.518  (m)         2252.35   (f) ADJ UNCH    1 2
 FL0193
 FL0193.Superseded values are not recommended for survey control.
 FL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0193.See file dsdata.txt to determine how the superseded data were derived.
 FL0193
 FL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE876085(NAD 83)
 FL0193_MARKER: DB = BENCH MARK DISK
 FL0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0193_STAMPING: U 139 1933
 FL0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0193+STABILITY: SURFACE MOTION
 FL0193
 FL0193  HISTORY     - Date     Condition        Report By
 FL0193  HISTORY     - 1933     MONUMENTED       CGS
 FL0193  HISTORY     - 1953     GOOD             NGS
 FL0193
 FL0193                          STATION DESCRIPTION
 FL0193
 FL0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0193'IN TWITTY.
 FL0193'AT TWITTY, 300 FEET SOUTH OF THE CHURCH OF CHRIST, 55 FEET EAST OF THE
 FL0193'CENTER LINE OF U.S. HIGHWAY 83, 5 FEET SOUTH OF A POWER POLE, 1.9 FEET
 FL0193'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0193'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0333 ***********************************************************************
 BQ0333  DESIGNATION -  U 1390
 BQ0333  PID         -  BQ0333
 BQ0333  STATE/COUNTY-  TX/CULBERSON
 BQ0333  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0333
 BQ0333                         *CURRENT SURVEY CONTROL
 BQ0333  ___________________________________________________________________
 BQ0333* NAD 83(1986)-  30 52 42.     (N)    104 47 11.     (W)     SCALED    
 BQ0333* NAVD 88     -      1208.526  (meters)    3964.97   (feet)  ADJUSTED  
 BQ0333  ___________________________________________________________________
 BQ0333  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BQ0333  DYNAMIC HT  -        1206.598 (meters)    3958.65  (feet)  COMP
 BQ0333  MODELED GRAV-     979,004.4   (mgal)                       NAVD 88
 BQ0333
 BQ0333  VERT ORDER  -  FIRST     CLASS II
 BQ0333
 BQ0333.The horizontal coordinates were scaled from a topographic map and have
 BQ0333.an estimated accuracy of +/- 6 seconds.
 BQ0333
 BQ0333.The orthometric height was determined by differential leveling
 BQ0333.and adjusted by the National Geodetic Survey in June 1991..
 BQ0333
 BQ0333.The geoid height was determined by GEOID03.
 BQ0333
 BQ0333.The dynamic height is computed by dividing the NAVD 88
 BQ0333.geopotential number by the normal gravity value computed on the
 BQ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0333.degrees latitude (g = 980.6199 gals.).
 BQ0333
 BQ0333.The modeled gravity was interpolated from observed gravity values.
 BQ0333
 BQ0333;                    North         East    Units  Estimated Accuracy
 BQ0333;SPC TX C     - 3,142,840.      274,340.      MT  (+/- 180 meters Scaled)
 BQ0333
 BQ0333                          SUPERSEDED SURVEY CONTROL
 BQ0333
 BQ0333.No superseded survey control is available for this station.
 BQ0333
 BQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ204161(NAD 83)
 BQ0333_MARKER: I = METAL ROD
 BQ0333_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0333+WITH SETTING: INFORMATION.
 BQ0333_SP_SET: SHALLOW SET METAL ROD
 BQ0333_STAMPING: U 1390 1981
 BQ0333_MARK LOGO: NGS   
 BQ0333_PROJECTION: FLUSH
 BQ0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0333_ROD/PIPE-DEPTH: 2.7  meters
 BQ0333
 BQ0333  HISTORY     - Date     Condition        Report By
 BQ0333  HISTORY     - 1981     MONUMENTED       NGS
 BQ0333
 BQ0333                          STATION DESCRIPTION
 BQ0333
 BQ0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0333'18.1 KM (11.25 MI) SE FROM VAN HORN.
 BQ0333'18.1 KM (11.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0333'JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 0.8 KM (0.5 MI)
 BQ0333'NORTHWEST OF FARM ROAD 1523, 21.5 METERS (70.5 FT) SOUTHWEST OF THE
 BQ0333'CENTERLINE OF THE HIGHWAY, 10.8 METERS (35.5 FT) NORTH OF THE CENTER
 BQ0333'OF A METAL GATE AND CATTLE GUARD, 9.3 METERS (30.5 FT) NORTH-NORTHWEST
 BQ0333'OF A GRAVELED DRIVEWAY LEADING WEST AND 4.5 METERS (14.6 FT) SOUTH OF
 BQ0333'A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BQ0333'LOGO CAP.  REFUSAL WAS REACHED AT 9.0 FT.
 BQ0333'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 BQ0333'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0541 ***********************************************************************
 CC0541  DESIGNATION -  U 1391
 CC0541  PID         -  CC0541
 CC0541  STATE/COUNTY-  TX/REEVES
 CC0541  USGS QUAD   -  ORLA (1968)
 CC0541
 CC0541                         *CURRENT SURVEY CONTROL
 CC0541  ___________________________________________________________________
 CC0541* NAD 83(1986)-  31 48 18.     (N)    103 53 31.     (W)     SCALED    
 CC0541* NAVD 88     -       869.789  (meters)    2853.63   (feet)  ADJUSTED  
 CC0541  ___________________________________________________________________
 CC0541  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CC0541  DYNAMIC HT  -         868.497 (meters)    2849.39  (feet)  COMP
 CC0541  MODELED GRAV-     979,126.2   (mgal)                       NAVD 88
 CC0541
 CC0541  VERT ORDER  -  FIRST     CLASS II
 CC0541
 CC0541.The horizontal coordinates were scaled from a topographic map and have
 CC0541.an estimated accuracy of +/- 6 seconds.
 CC0541
 CC0541.The orthometric height was determined by differential leveling
 CC0541.and adjusted by the National Geodetic Survey in June 1991..
 CC0541
 CC0541.The geoid height was determined by GEOID03.
 CC0541
 CC0541.The dynamic height is computed by dividing the NAVD 88
 CC0541.geopotential number by the normal gravity value computed on the
 CC0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0541.degrees latitude (g = 980.6199 gals.).
 CC0541
 CC0541.The modeled gravity was interpolated from observed gravity values.
 CC0541
 CC0541;                    North         East    Units  Estimated Accuracy
 CC0541;SPC TX C     - 3,242,440.      363,090.      MT  (+/- 180 meters Scaled)
 CC0541
 CC0541                          SUPERSEDED SURVEY CONTROL
 CC0541
 CC0541.No superseded survey control is available for this station.
 CC0541
 CC0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR048193(NAD 83)
 CC0541_MARKER: I = METAL ROD
 CC0541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0541_SP_SET: STAINLESS STEEL ROD
 CC0541_STAMPING: U 1391 1981
 CC0541_MARK LOGO: NGS   
 CC0541_PROJECTION: FLUSH
 CC0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0541+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 CC0541_ROD/PIPE-DEPTH: 4.9  meters
 CC0541
 CC0541  HISTORY     - Date     Condition        Report By
 CC0541  HISTORY     - 1981     MONUMENTED       NGS
 CC0541  HISTORY     - 20050702 GOOD             USPSQD
 CC0541
 CC0541                          STATION DESCRIPTION
 CC0541
 CC0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0541'2.7 KM (1.7 MI) SE FROM ORLA.
 CC0541'2.7 KM (1.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0541'WITH FARM ROAD 652 IN ORLA, 0.2 KM (0.1 MI) SOUTHEAST OF A GRAVELED
 CC0541'ROAD LEADING EAST, AT A POWERLINE CROSSING, 27.4 METERS (90.0 FT)
 CC0541'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.3 METERS (60.0 FT)
 CC0541'NORTH OF THE NORTHEAST CORNER OF A CATTLE GUARD, 16.6 METERS (54.5 FT)
 CC0541'NORTHWEST OF THE CENTER OF A DIRT ROAD LEADING WEST, AND 5.5 METERS
 CC0541'(18.0 FT) NORTHWEST OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT
 CC0541'4.9 METERS (16.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0541'LOGO CAP.
 CC0541'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 CC0541'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CC0541
 CC0541                          STATION RECOVERY (2005)
 CC0541
 CC0541'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CC0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0378 ***********************************************************************
 CE0378  DESIGNATION -  U 1392
 CE0378  PID         -  CE0378
 CE0378  STATE/COUNTY-  TX/EL PASO
 CE0378  USGS QUAD   -  CLINT (1995)
 CE0378
 CE0378                         *CURRENT SURVEY CONTROL
 CE0378  ___________________________________________________________________
 CE0378* NAD 83(1986)-  31 32 18.     (N)    106 11 27.     (W)     SCALED    
 CE0378* NAVD 88     -      1103.726  (meters)    3621.14   (feet)  ADJUSTED  
 CE0378  ___________________________________________________________________
 CE0378  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0378  DYNAMIC HT  -        1102.032 (meters)    3615.58  (feet)  COMP
 CE0378  MODELED GRAV-     979,068.5   (mgal)                       NAVD 88
 CE0378
 CE0378  VERT ORDER  -  FIRST     CLASS II
 CE0378
 CE0378.The horizontal coordinates were scaled from a topographic map and have
 CE0378.an estimated accuracy of +/- 6 seconds.
 CE0378
 CE0378.The orthometric height was determined by differential leveling
 CE0378.and adjusted by the National Geodetic Survey in June 1991..
 CE0378
 CE0378.The geoid height was determined by GEOID03.
 CE0378
 CE0378.The dynamic height is computed by dividing the NAVD 88
 CE0378.geopotential number by the normal gravity value computed on the
 CE0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0378.degrees latitude (g = 980.6199 gals.).
 CE0378
 CE0378.The modeled gravity was interpolated from observed gravity values.
 CE0378
 CE0378;                    North         East    Units  Estimated Accuracy
 CE0378;SPC TX C     - 3,222,130.      144,050.      MT  (+/- 180 meters Scaled)
 CE0378
 CE0378                          SUPERSEDED SURVEY CONTROL
 CE0378
 CE0378.No superseded survey control is available for this station.
 CE0378
 CE0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ869898(NAD 83)
 CE0378_MARKER: I = METAL ROD
 CE0378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0378_SP_SET: STAINLESS STEEL ROD
 CE0378_STAMPING: U 1392 1981
 CE0378_MARK LOGO: NGS   
 CE0378_PROJECTION: FLUSH
 CE0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0378_ROD/PIPE-DEPTH: 18.3 meters
 CE0378
 CE0378  HISTORY     - Date     Condition        Report By
 CE0378  HISTORY     - 1981     MONUMENTED       NGS
 CE0378
 CE0378                          STATION DESCRIPTION
 CE0378
 CE0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0378'5.5 KM (3.4 MI) NW FROM FABENS.
 CE0378'5.5 KM (3.4 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0378'OFFICE IN FABENS, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTHWEST
 CE0378'TO CUADRILLA, 21.6 METERS (71.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CE0378'HIGHWAY, 6.1 METERS (20.0 FT) NORTHWEST OF THE CENTERLINE OF A
 CE0378'PAVED ROAD, 1.7 METERS (5.5 FT) NORTHEAST OF A UTILITY POLE WITH
 CE0378'TWO GUY WIRES AND 1.3 METERS (4.2 FT) SOUTHWEST OF A UTILITY POLE
 CE0378'WITH ONE GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CE0378'5-INCH LOGO CAP.
 CE0378'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CE0378'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0768 ***********************************************************************
 CD0768  DESIGNATION -  U 1393
 CD0768  PID         -  CD0768
 CD0768  STATE/COUNTY-  TX/HUDSPETH
 CD0768  USGS QUAD   -  MC NARY (1972)
 CD0768
 CD0768                         *CURRENT SURVEY CONTROL
 CD0768  ___________________________________________________________________
 CD0768* NAD 83(1986)-  31 14 22.     (N)    105 47 14.     (W)     SCALED    
 CD0768* NAVD 88     -      1088.229  (meters)    3570.30   (feet)  ADJUSTED  
 CD0768  ___________________________________________________________________
 CD0768  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CD0768  DYNAMIC HT  -        1086.523 (meters)    3564.70  (feet)  COMP
 CD0768  MODELED GRAV-     979,036.4   (mgal)                       NAVD 88
 CD0768
 CD0768  VERT ORDER  -  FIRST     CLASS II
 CD0768
 CD0768.The horizontal coordinates were scaled from a topographic map and have
 CD0768.an estimated accuracy of +/- 6 seconds.
 CD0768
 CD0768.The orthometric height was determined by differential leveling
 CD0768.and adjusted by the National Geodetic Survey in June 1991..
 CD0768
 CD0768.The geoid height was determined by GEOID03.
 CD0768
 CD0768.The dynamic height is computed by dividing the NAVD 88
 CD0768.geopotential number by the normal gravity value computed on the
 CD0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0768.degrees latitude (g = 980.6199 gals.).
 CD0768
 CD0768.The modeled gravity was interpolated from observed gravity values.
 CD0768
 CD0768;                    North         East    Units  Estimated Accuracy
 CD0768;SPC TX C     - 3,187,080.      180,700.      MT  (+/- 180 meters Scaled)
 CD0768
 CD0768                          SUPERSEDED SURVEY CONTROL
 CD0768
 CD0768.No superseded survey control is available for this station.
 CD0768
 CD0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ250564(NAD 83)
 CD0768_MARKER: DB = BENCH MARK DISK
 CD0768_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0768_SP_SET: PIER
 CD0768_STAMPING: U 1393 1981
 CD0768_MARK LOGO: NGS   
 CD0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0768+STABILITY: POSITION/ELEVATION WELL
 CD0768
 CD0768  HISTORY     - Date     Condition        Report By
 CD0768  HISTORY     - 1981     MONUMENTED       NGS
 CD0768
 CD0768                          STATION DESCRIPTION
 CD0768
 CD0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0768'47.0 KM (29.2 MI) NW FROM SIERRA BLANCA.
 CD0768'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0768'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0768'SOUTH ALONG A GRAVELED ROAD, THENCE 40.6 KM (25.2 MI) NORTHWESTERLY
 CD0768'ALONG INTERSTATE HIGHWAY 10, AT THE JUNCTION THE SOUTHERN PACIFIC
 CD0768'RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST WESTERLY ONE OF
 CD0768'FOUR CONCRETE PIERS, SOUTH OF THE TRACKS, OF THE HIGHWAY OVERPASS,
 CD0768'23.0 METERS (75.5 FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY 20
 CD0768'AND 2.8 METERS (9.2 FT) SOUTH OF THE NEAR RAIL.
 CD0768'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0793 ***********************************************************************
 CD0793  DESIGNATION -  U 1394
 CD0793  PID         -  CD0793
 CD0793  STATE/COUNTY-  TX/HUDSPETH
 CD0793  USGS QUAD   -  LASCA (1979)
 CD0793
 CD0793                         *CURRENT SURVEY CONTROL
 CD0793  ___________________________________________________________________
 CD0793* NAD 83(1986)-  31 12 53.     (N)    105 29 26.     (W)     SCALED    
 CD0793* NAVD 88     -      1393.426  (meters)    4571.60   (feet)  ADJUSTED  
 CD0793  ___________________________________________________________________
 CD0793  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CD0793  DYNAMIC HT  -        1391.206 (meters)    4564.31  (feet)  COMP
 CD0793  MODELED GRAV-     978,998.2   (mgal)                       NAVD 88
 CD0793
 CD0793  VERT ORDER  -  FIRST     CLASS II
 CD0793
 CD0793.The horizontal coordinates were scaled from a topographic map and have
 CD0793.an estimated accuracy of +/- 6 seconds.
 CD0793
 CD0793.The orthometric height was determined by differential leveling
 CD0793.and adjusted by the National Geodetic Survey in June 1991..
 CD0793
 CD0793.The geoid height was determined by GEOID03.
 CD0793
 CD0793.The dynamic height is computed by dividing the NAVD 88
 CD0793.geopotential number by the normal gravity value computed on the
 CD0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0793.degrees latitude (g = 980.6199 gals.).
 CD0793
 CD0793.The modeled gravity was interpolated from observed gravity values.
 CD0793
 CD0793;                    North         East    Units  Estimated Accuracy
 CD0793;SPC TX C     - 3,183,000.      208,800.      MT  (+/- 180 meters Scaled)
 CD0793
 CD0793                          SUPERSEDED SURVEY CONTROL
 CD0793
 CD0793.No superseded survey control is available for this station.
 CD0793
 CD0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ532535(NAD 83)
 CD0793_MARKER: DB = BENCH MARK DISK
 CD0793_SETTING: 66 = SET IN ROCK OUTCROP
 CD0793_SP_SET: ROCK OUTCROP
 CD0793_STAMPING: U 1394 1981
 CD0793_MARK LOGO: NGS   
 CD0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0793+STABILITY: POSITION/ELEVATION WELL
 CD0793
 CD0793  HISTORY     - Date     Condition        Report By
 CD0793  HISTORY     - 1981     MONUMENTED       NGS
 CD0793
 CD0793                          STATION DESCRIPTION
 CD0793
 CD0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0793'14.4 KM (8.9 MI) NW FROM SIERRA BLANCA.
 CD0793'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0793'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0793'SOUTH ALONG A GRAVELED ROAD, THENCE 7.9 KM (4.9 MI) NORTHWESTERLY
 CD0793'ALONG INTERSTATE HIGHWAY 10, 1.0 KM (0.6 MI) SOUTHWEST OF EXIT 99
 CD0793'OVERPASS, 0.7 KM (0.45 MI) NORTHEAST OF A SIDE ROAD LEADING SOUTH,
 CD0793'IN THE TOP OF A 2 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 CD0793'12.3 KM (40.5 FT) SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD AND
 CD0793'5.8 KM (19.0 FT) NORTHWEST OF A FENCE.
 CD0793'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CD0793'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0875 ***********************************************************************
 CD0875  DESIGNATION -  U 1395
 CD0875  PID         -  CD0875
 CD0875  STATE/COUNTY-  TX/CULBERSON
 CD0875  USGS QUAD   -  BORACHO (1970)
 CD0875
 CD0875                         *CURRENT SURVEY CONTROL
 CD0875  ___________________________________________________________________
 CD0875* NAD 83(1986)-  31 04 24.     (N)    104 25 09.     (W)     SCALED    
 CD0875* NAVD 88     -      1346.128  (meters)    4416.42   (feet)  ADJUSTED  
 CD0875  ___________________________________________________________________
 CD0875  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 CD0875  DYNAMIC HT  -        1344.022 (meters)    4409.51  (feet)  COMP
 CD0875  MODELED GRAV-     979,028.4   (mgal)                       NAVD 88
 CD0875
 CD0875  VERT ORDER  -  FIRST     CLASS II
 CD0875
 CD0875.The horizontal coordinates were scaled from a topographic map and have
 CD0875.an estimated accuracy of +/- 6 seconds.
 CD0875
 CD0875.The orthometric height was determined by differential leveling
 CD0875.and adjusted by the National Geodetic Survey in June 1991..
 CD0875
 CD0875.The geoid height was determined by GEOID03.
 CD0875
 CD0875.The dynamic height is computed by dividing the NAVD 88
 CD0875.geopotential number by the normal gravity value computed on the
 CD0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0875.degrees latitude (g = 980.6199 gals.).
 CD0875
 CD0875.The modeled gravity was interpolated from observed gravity values.
 CD0875
 CD0875;                    North         East    Units  Estimated Accuracy
 CD0875;SPC TX C     - 3,163,100.      310,220.      MT  (+/- 180 meters Scaled)
 CD0875
 CD0875                          SUPERSEDED SURVEY CONTROL
 CD0875
 CD0875.No superseded survey control is available for this station.
 CD0875
 CD0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ554378(NAD 83)
 CD0875_MARKER: I = METAL ROD
 CD0875_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0875_SP_SET: STAINLESS STEEL ROD
 CD0875_STAMPING: U 1395 1981
 CD0875_MARK LOGO: NGS   
 CD0875_PROJECTION: FLUSH
 CD0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0875_ROD/PIPE-DEPTH: 3.7  meters
 CD0875
 CD0875  HISTORY     - Date     Condition        Report By
 CD0875  HISTORY     - 1981     MONUMENTED       NGS
 CD0875
 CD0875                          STATION DESCRIPTION
 CD0875
 CD0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0875'19.3 KM (12.0 MI) WEST FROM KENT.
 CD0875'19.3 KM (12.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0875'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 1.0 KM
 CD0875'(0.65 MI) EAST OF MILE POST 164, 0.6 KM (0.35 MI) WEST OF MILE POST
 CD0875'165, 47.2 METERS (155.0 FT) NORTH OF THE CENTERLINE OF THE WEST
 CD0875'BOUND LANES OF THE HIGHWAY, AND 3.5 METERS (11.4 FT) EAST OF THE
 CD0875'CENTER OF A FIELD ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 CD0875'THROUGH A 5-INCH LOGO CAP.
 CD0875'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0875'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0899 ***********************************************************************
 CD0899  DESIGNATION -  U 1396
 CD0899  PID         -  CD0899
 CD0899  STATE/COUNTY-  TX/REEVES
 CD0899  USGS QUAD   -  SAN MARTINE (1970)
 CD0899
 CD0899                         *CURRENT SURVEY CONTROL
 CD0899  ___________________________________________________________________
 CD0899* NAD 83(1986)-  31 07 53.     (N)    104 01 29.     (W)     SCALED    
 CD0899* NAVD 88     -      1145.966  (meters)    3759.72   (feet)  ADJUSTED  
 CD0899  ___________________________________________________________________
 CD0899  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD0899  DYNAMIC HT  -        1144.230 (meters)    3754.03  (feet)  COMP
 CD0899  MODELED GRAV-     979,086.1   (mgal)                       NAVD 88
 CD0899
 CD0899  VERT ORDER  -  FIRST     CLASS II
 CD0899
 CD0899.The horizontal coordinates were scaled from a topographic map and have
 CD0899.an estimated accuracy of +/- 6 seconds.
 CD0899
 CD0899.The orthometric height was determined by differential leveling
 CD0899.and adjusted by the National Geodetic Survey in June 1991..
 CD0899
 CD0899.The geoid height was determined by GEOID03.
 CD0899
 CD0899.The dynamic height is computed by dividing the NAVD 88
 CD0899.geopotential number by the normal gravity value computed on the
 CD0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0899.degrees latitude (g = 980.6199 gals.).
 CD0899
 CD0899.The modeled gravity was interpolated from observed gravity values.
 CD0899
 CD0899;                    North         East    Units  Estimated Accuracy
 CD0899;SPC TX C     - 3,168,210.      348,050.      MT  (+/- 180 meters Scaled)
 CD0899
 CD0899                          SUPERSEDED SURVEY CONTROL
 CD0899
 CD0899.No superseded survey control is available for this station.
 CD0899
 CD0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ929445(NAD 83)
 CD0899_MARKER: DB = BENCH MARK DISK
 CD0899_SETTING: 66 = SET IN ROCK OUTCROP
 CD0899_SP_SET: ROCK OUTCROP
 CD0899_STAMPING: U 1396 1981
 CD0899_MARK LOGO: NGS   
 CD0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0899+STABILITY: POSITION/ELEVATION WELL
 CD0899
 CD0899  HISTORY     - Date     Condition        Report By
 CD0899  HISTORY     - 1981     MONUMENTED       NGS
 CD0899
 CD0899                          STATION DESCRIPTION
 CD0899
 CD0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0899'21.8 KM (13.55 MI) EAST FROM KENT.
 CD0899'16.1 KM (10.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0899'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, THENCE
 CD0899'5.7 KM (3.55 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20, 0.4 KM
 CD0899'(0.28 MI) SOUTHWEST OF MILE POST 4, IN TOP OF AN 8X3 FT EXPOSED
 CD0899'AREA OF BEDROCK, AT THE NORTHEAST END OF A CUTBANK, AND 20.1 METERS
 CD0899'(66.0 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CD0899'HIGHWAY.
 CD0899'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CD0899'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0602 ***********************************************************************
 CC0602  DESIGNATION -  U 1397
 CC0602  PID         -  CC0602
 CC0602  STATE/COUNTY-  TX/REEVES
 CC0602  USGS QUAD   -  PECOS WEST (1981)
 CC0602
 CC0602                         *CURRENT SURVEY CONTROL
 CC0602  ___________________________________________________________________
 CC0602* NAD 83(1986)-  31 24 09.     (N)    103 32 20.     (W)     SCALED    
 CC0602* NAVD 88     -       800.053  (meters)    2624.84   (feet)  ADJUSTED  
 CC0602  ___________________________________________________________________
 CC0602  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CC0602  DYNAMIC HT  -         798.884 (meters)    2621.01  (feet)  COMP
 CC0602  MODELED GRAV-     979,154.0   (mgal)                       NAVD 88
 CC0602
 CC0602  VERT ORDER  -  FIRST     CLASS II
 CC0602
 CC0602.The horizontal coordinates were scaled from a topographic map and have
 CC0602.an estimated accuracy of +/- 6 seconds.
 CC0602
 CC0602.The orthometric height was determined by differential leveling
 CC0602.and adjusted by the National Geodetic Survey in June 1991..
 CC0602
 CC0602.The geoid height was determined by GEOID03.
 CC0602
 CC0602.The dynamic height is computed by dividing the NAVD 88
 CC0602.geopotential number by the normal gravity value computed on the
 CC0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0602.degrees latitude (g = 980.6199 gals.).
 CC0602
 CC0602.The modeled gravity was interpolated from observed gravity values.
 CC0602
 CC0602;                    North         East    Units  Estimated Accuracy
 CC0602;SPC TX C     - 3,196,820.      395,220.      MT  (+/- 180 meters Scaled)
 CC0602
 CC0602                          SUPERSEDED SURVEY CONTROL
 CC0602
 CC0602.No superseded survey control is available for this station.
 CC0602
 CC0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ389751(NAD 83)
 CC0602_MARKER: I = METAL ROD
 CC0602_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0602_SP_SET: STAINLESS STEEL ROD
 CC0602_STAMPING: U 1397 1981
 CC0602_MARK LOGO: NGS   
 CC0602_PROJECTION: FLUSH
 CC0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0602_ROD/PIPE-DEPTH: 6.1  meters
 CC0602
 CC0602  HISTORY     - Date     Condition        Report By
 CC0602  HISTORY     - 1981     MONUMENTED       NGS
 CC0602
 CC0602                          STATION DESCRIPTION
 CC0602
 CC0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0602'1.7 KM (1.05 MI) WEST FROM PECOS.
 CC0602'1.7 KM (1.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0602'JUNCTION WITH STATE HIGHWAY 17 IN PECOS, 0.2 KM (0.15 MI) WEST OF
 CC0602'MILE POST 39, 36.9 METERS (121.0 FT) SOUTH OF THE CENTERLINE OF
 CC0602'A FRONTAGE ROAD, 8.5 METERS (28.0 FT) NORTH OF THE CENTER OF A FIELD
 CC0602'ENTRANCE ROAD, 6.6 METERS (21.6 FT) WEST OF THE CENTER OF A PAVED
 CC0602'ROAD LEADING SOUTH, AND 1.4 METERS (4.5 FT) SOUTH-SOUTHWEST OF A
 CC0602'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0602'LOGO CAP.
 CC0602'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CC0602'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0357 ***********************************************************************
 BQ0357  DESIGNATION -  U 1398
 BQ0357  PID         -  BQ0357
 BQ0357  STATE/COUNTY-  TX/PRESIDIO
 BQ0357  USGS QUAD   -  ARAGON (1983)
 BQ0357
 BQ0357                         *CURRENT SURVEY CONTROL
 BQ0357  ___________________________________________________________________
 BQ0357* NAD 83(1986)-  30 21 43.     (N)    104 11 33.     (W)     SCALED    
 BQ0357* NAVD 88     -      1489.296  (meters)    4886.13   (feet)  ADJUSTED  
 BQ0357  ___________________________________________________________________
 BQ0357  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BQ0357  DYNAMIC HT  -        1486.795 (meters)    4877.93  (feet)  COMP
 BQ0357  MODELED GRAV-     978,909.7   (mgal)                       NAVD 88
 BQ0357
 BQ0357  VERT ORDER  -  FIRST     CLASS II
 BQ0357
 BQ0357.The horizontal coordinates were scaled from a topographic map and have
 BQ0357.an estimated accuracy of +/- 6 seconds.
 BQ0357
 BQ0357.The orthometric height was determined by differential leveling
 BQ0357.and adjusted by the National Geodetic Survey in June 1991..
 BQ0357
 BQ0357.The geoid height was determined by GEOID03.
 BQ0357
 BQ0357.The dynamic height is computed by dividing the NAVD 88
 BQ0357.geopotential number by the normal gravity value computed on the
 BQ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0357.degrees latitude (g = 980.6199 gals.).
 BQ0357
 BQ0357.The modeled gravity was interpolated from observed gravity values.
 BQ0357
 BQ0357;                    North         East    Units  Estimated Accuracy
 BQ0357;SPC TXSC     - 4,291,330.      100,980.      MT  (+/- 180 meters Scaled)
 BQ0357
 BQ0357                          SUPERSEDED SURVEY CONTROL
 BQ0357
 BQ0357.No superseded survey control is available for this station.
 BQ0357
 BQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP775591(NAD 83)
 BQ0357_MARKER: I = METAL ROD
 BQ0357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0357_SP_SET: STAINLESS STEEL ROD
 BQ0357_STAMPING: U 1398 1981
 BQ0357_MARK LOGO: NGS   
 BQ0357_PROJECTION: FLUSH
 BQ0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0357+STABILITY: POSITION/ELEVATION WELL
 BQ0357_ROD/PIPE-DEPTH: 4.9  meters
 BQ0357
 BQ0357  HISTORY     - Date     Condition        Report By
 BQ0357  HISTORY     - 1981     MONUMENTED       NGS
 BQ0357  HISTORY     - 1990     GOOD             USPSQD
 BQ0357  HISTORY     - 19961009 GOOD             USPSQD
 BQ0357
 BQ0357                          STATION DESCRIPTION
 BQ0357
 BQ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0357'18.2 KM (11.3 MI) NW FROM MARFA.
 BQ0357'18.2 KM (11.3 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0357'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 70.1 METERS (230.0
 BQ0357'FT) WEST AND ACROSS THE HIGHWAY FROM RAILROAD MILE POST 644, 18.0
 BQ0357'METERS (59.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5
 BQ0357'METERS (8.2 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 BQ0357'POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 16.0 FT.
 BQ0357'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0357'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0357
 BQ0357                          STATION RECOVERY (1990)
 BQ0357
 BQ0357'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0357'RECOVERED IN GOOD CONDITION.
 BQ0357
 BQ0357                          STATION RECOVERY (1996)
 BQ0357
 BQ0357'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0391 ***********************************************************************
 BQ0391  DESIGNATION -  U 1399
 BQ0391  PID         -  BQ0391
 BQ0391  STATE/COUNTY-  TX/PRESIDIO
 BQ0391  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0391
 BQ0391                         *CURRENT SURVEY CONTROL
 BQ0391  ___________________________________________________________________
 BQ0391* NAD 83(1986)-  30 02 54.     (N)    104 11 05.     (W)     SCALED    
 BQ0391* NAVD 88     -      1601.213  (meters)    5253.31   (feet)  ADJUSTED  
 BQ0391  ___________________________________________________________________
 BQ0391  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BQ0391  DYNAMIC HT  -        1598.456 (meters)    5244.27  (feet)  COMP
 BQ0391  MODELED GRAV-     978,863.6   (mgal)                       NAVD 88
 BQ0391
 BQ0391  VERT ORDER  -  FIRST     CLASS II
 BQ0391
 BQ0391.The horizontal coordinates were scaled from a topographic map and have
 BQ0391.an estimated accuracy of +/- 6 seconds.
 BQ0391
 BQ0391.The orthometric height was determined by differential leveling
 BQ0391.and adjusted by the National Geodetic Survey in June 1991..
 BQ0391
 BQ0391.The geoid height was determined by GEOID03.
 BQ0391
 BQ0391.The dynamic height is computed by dividing the NAVD 88
 BQ0391.geopotential number by the normal gravity value computed on the
 BQ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0391.degrees latitude (g = 980.6199 gals.).
 BQ0391
 BQ0391.The modeled gravity was interpolated from observed gravity values.
 BQ0391
 BQ0391;                    North         East    Units  Estimated Accuracy
 BQ0391;SPC TXSC     - 4,256,570.      100,180.      MT  (+/- 180 meters Scaled)
 BQ0391
 BQ0391                          SUPERSEDED SURVEY CONTROL
 BQ0391
 BQ0391.No superseded survey control is available for this station.
 BQ0391
 BQ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP785244(NAD 83)
 BQ0391_MARKER: I = METAL ROD
 BQ0391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0391_SP_SET: STAINLESS STEEL ROD
 BQ0391_STAMPING: U 1399 1981
 BQ0391_MARK LOGO: NGS   
 BQ0391_PROJECTION: FLUSH
 BQ0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0391_ROD/PIPE-DEPTH: 3.4  meters
 BQ0391
 BQ0391  HISTORY     - Date     Condition        Report By
 BQ0391  HISTORY     - 1981     MONUMENTED       NGS
 BQ0391  HISTORY     - 19961010 GOOD             USPSQD
 BQ0391
 BQ0391                          STATION DESCRIPTION
 BQ0391
 BQ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0391'29.4 KM (18.25 MI) NE FROM SHAFTER.
 BQ0391'29.4 KM (18.25 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BQ0391'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.2 KM (0.15 MI)
 BQ0391'NORTHEAST OF THE CREST OF A HILL, 0.2 KM (0.1 MI) NORTHEAST OF A
 BQ0391'FIELD ROAD CROSSING AND TWO WOODEN GATES, AND 15.3 METERS (50.1 FT)
 BQ0391'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 BQ0391'POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0391'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 BQ0391'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0391
 BQ0391                          STATION RECOVERY (1996)
 BQ0391
 BQ0391'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0625 ***********************************************************************
 CU0625  DESIGNATION -  U 14
 CU0625  PID         -  CU0625
 CU0625  STATE/COUNTY-  TX/MARTIN
 CU0625  USGS QUAD   -  STANTON SE (1966)
 CU0625
 CU0625                         *CURRENT SURVEY CONTROL
 CU0625  ___________________________________________________________________
 CU0625* NAD 83(1986)-  32 06 20.     (N)    101 51 09.     (W)     SCALED    
 CU0625* NAVD 88     -       827.310  (meters)    2714.27   (feet)  POSTED    
 CU0625  ___________________________________________________________________
 CU0625  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 CU0625  DYNAMIC HT  -         826.160 (meters)    2710.49  (feet)  COMP
 CU0625  MODELED GRAV-     979,221.5   (mgal)                       NAVD 88
 CU0625
 CU0625  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0625
 CU0625.The horizontal coordinates were scaled from a topographic map and have
 CU0625.an estimated accuracy of +/- 6 seconds.
 CU0625
 CU0625.The orthometric height was determined by differential leveling
 CU0625.and adjusted by the National Geodetic Survey in 1992..
 CU0625.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0625.rate of 0.0 thru 1.0 mm/km.
 CU0625
 CU0625.The geoid height was determined by GEOID03.
 CU0625
 CU0625.The dynamic height is computed by dividing the NAVD 88
 CU0625.geopotential number by the normal gravity value computed on the
 CU0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0625.degrees latitude (g = 980.6199 gals.).
 CU0625
 CU0625.The modeled gravity was interpolated from observed gravity values.
 CU0625
 CU0625;                    North         East    Units  Estimated Accuracy
 CU0625;SPC TXNC     - 2,053,720.      283,630.      MT  (+/- 180 meters Scaled)
 CU0625
 CU0625                          SUPERSEDED SURVEY CONTROL
 CU0625
 CU0625.No superseded survey control is available for this station.
 CU0625
 CU0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA308556(NAD 83)
 CU0625_MARKER: P = PIPE CAP
 CU0625_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0625_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0625_STAMPING: ELEV 2713.377 FT U 14
 CU0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0625
 CU0625  HISTORY     - Date     Condition        Report By
 CU0625  HISTORY     - UNK      MONUMENTED       CGS
 CU0625  HISTORY     - 1956     MARK NOT FOUND   NGS
 CU0625
 CU0625                          STATION DESCRIPTION
 CU0625
 CU0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0625'2.8 MI SW FROM STANTON.
 CU0625'ABOUT 2.8 MILES WEST OF STANTON, MARTIN CO., ON THE TEXAS AND PACIFIC
 CU0625'RAILWAY, IN THE WEST SIDE OF A ROAD CROSSING, 12 METERS (39 FEET)
 CU0625'NORTH OF THE CENTER OF THE TRACK, AND 2 METERS SOUTH OF THE NORTH
 CU0625'RIGHT-OF-WAY FENCE.  AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0266 ***********************************************************************
 EN0266  DESIGNATION -  U 140
 EN0266  PID         -  EN0266
 EN0266  STATE/COUNTY-  TX/FLOYD
 EN0266  USGS QUAD   -  QUITAQUE (1967)
 EN0266
 EN0266                         *CURRENT SURVEY CONTROL
 EN0266  ___________________________________________________________________
 EN0266* NAD 83(1986)-  34 17 58.     (N)    101 05 49.     (W)     SCALED    
 EN0266* NAVD 88     -       788.666  (meters)    2587.48   (feet)  ADJUSTED  
 EN0266  ___________________________________________________________________
 EN0266  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 EN0266  DYNAMIC HT  -         787.697 (meters)    2584.30  (feet)  COMP
 EN0266  MODELED GRAV-     979,381.7   (mgal)                       NAVD 88
 EN0266
 EN0266  VERT ORDER  -  FIRST     CLASS II
 EN0266
 EN0266.The horizontal coordinates were scaled from a topographic map and have
 EN0266.an estimated accuracy of +/- 6 seconds.
 EN0266
 EN0266.The orthometric height was determined by differential leveling
 EN0266.and adjusted by the National Geodetic Survey in June 1991..
 EN0266
 EN0266.The geoid height was determined by GEOID03.
 EN0266
 EN0266.The dynamic height is computed by dividing the NAVD 88
 EN0266.geopotential number by the normal gravity value computed on the
 EN0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0266.degrees latitude (g = 980.6199 gals.).
 EN0266
 EN0266.The modeled gravity was interpolated from observed gravity values.
 EN0266
 EN0266;                    North         East    Units  Estimated Accuracy
 EN0266;SPC TXNC     - 2,294,930.      360,930.      MT  (+/- 180 meters Scaled)
 EN0266
 EN0266                          SUPERSEDED SURVEY CONTROL
 EN0266
 EN0266  NGVD 29 (??/??/92)  788.332  (m)         2586.39   (f) ADJ UNCH    1 2
 EN0266
 EN0266.Superseded values are not recommended for survey control.
 EN0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0266.See file dsdata.txt to determine how the superseded data were derived.
 EN0266
 EN0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC070973(NAD 83)
 EN0266_MARKER: DB = BENCH MARK DISK
 EN0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0266_STAMPING: 2586.386 U 140 1933
 EN0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0266+STABILITY: SURFACE MOTION
 EN0266
 EN0266  HISTORY     - Date     Condition        Report By
 EN0266  HISTORY     - 1933     MONUMENTED       CGS
 EN0266  HISTORY     - 1958     GOOD             NGS
 EN0266
 EN0266                          STATION DESCRIPTION
 EN0266
 EN0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0266'4.9 MI SW FROM QUITAQUE.
 EN0266'4.9 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0266'THE STATION AT QUITAQUE, BRISCOE COUNTY, ABOUT 1 MILE NORTHEAST OF THE
 EN0266'SIGNBOARD AT EDGIN, ABOUT 25-3/4 RAILS SOUTH OF MILEPOST 284, AT
 EN0266'STATION 2487+24 (MILEAGE 284.16), ABOUT 2 RAILS SOUTH OF A PUBLIC-ROAD
 EN0266'CROSSING, 44 FEET EAST OF THE TRACK, AND 30 FEET WEST OF THE
 EN0266'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2586.386 U 140 1933 AND
 EN0266'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 EN0266'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0239 ***********************************************************************
 BB0239  DESIGNATION -  U 1400
 BB0239  PID         -  BB0239
 BB0239  STATE/COUNTY-  TX/PRESIDIO
 BB0239  USGS QUAD   -  SHAFTER (1983)
 BB0239
 BB0239                         *CURRENT SURVEY CONTROL
 BB0239  ___________________________________________________________________
 BB0239* NAD 83(1986)-  29 47 22.     (N)    104 20 01.     (W)     SCALED    
 BB0239* NAVD 88     -      1241.577  (meters)    4073.41   (feet)  ADJUSTED  
 BB0239  ___________________________________________________________________
 BB0239  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 BB0239  DYNAMIC HT  -        1239.531 (meters)    4066.69  (feet)  COMP
 BB0239  MODELED GRAV-     978,950.8   (mgal)                       NAVD 88
 BB0239
 BB0239  VERT ORDER  -  FIRST     CLASS II
 BB0239
 BB0239.The horizontal coordinates were scaled from a topographic map and have
 BB0239.an estimated accuracy of +/- 6 seconds.
 BB0239
 BB0239.The orthometric height was determined by differential leveling
 BB0239.and adjusted by the National Geodetic Survey in June 1991..
 BB0239
 BB0239.The geoid height was determined by GEOID03.
 BB0239
 BB0239.The dynamic height is computed by dividing the NAVD 88
 BB0239.geopotential number by the normal gravity value computed on the
 BB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0239.degrees latitude (g = 980.6199 gals.).
 BB0239
 BB0239.The modeled gravity was interpolated from observed gravity values.
 BB0239
 BB0239;                    North         East    Units  Estimated Accuracy
 BB0239;SPC TXSC     - 4,228,550.       84,530.      MT  (+/- 180 meters Scaled)
 BB0239
 BB0239                          SUPERSEDED SURVEY CONTROL
 BB0239
 BB0239.No superseded survey control is available for this station.
 BB0239
 BB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN644956(NAD 83)
 BB0239_MARKER: I = METAL ROD
 BB0239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BB0239_SP_SET: STAINLESS STEEL ROD
 BB0239_STAMPING: U 1400 1981
 BB0239_MARK LOGO: NGS   
 BB0239_PROJECTION: FLUSH
 BB0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0239_ROD/PIPE-DEPTH: 3.4  meters
 BB0239
 BB0239  HISTORY     - Date     Condition        Report By
 BB0239  HISTORY     - 1981     MONUMENTED       NGS
 BB0239  HISTORY     - 19961010 GOOD             USPSQD
 BB0239
 BB0239                          STATION DESCRIPTION
 BB0239
 BB0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0239'4.8 KM (3.0 MI) SW FROM SHAFTER.
 BB0239'4.8 KM (3.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0239'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.5 KM (0.3 MI)
 BB0239'SOUTHWEST OF A FIELD ROAD CROSSING, 0.2 KM (0.1 MI) NORTHEAST OF A
 BB0239'FIELD ROAD LEADING EAST, 49.4 METERS (162.0 FT) NORTH OF A POST
 BB0239'AND SIGN (PROFILE OF LINCOLN), AND 15.2 METERS (50.0 FT)
 BB0239'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 BB0239'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BB0239'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 BB0239'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BB0239
 BB0239                          STATION RECOVERY (1996)
 BB0239
 BB0239'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0702 ***********************************************************************
 BP0702  DESIGNATION -  U 1401
 BP0702  PID         -  BP0702
 BP0702  STATE/COUNTY-  TX/BREWSTER
 BP0702  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0702
 BP0702                         *CURRENT SURVEY CONTROL
 BP0702  ___________________________________________________________________
 BP0702* NAD 83(1986)-  30 19 12.     (N)    103 45 01.     (W)     SCALED    
 BP0702* NAVD 88     -      1507.520  (meters)    4945.92   (feet)  ADJUSTED  
 BP0702  ___________________________________________________________________
 BP0702  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 BP0702  DYNAMIC HT  -        1505.040 (meters)    4937.79  (feet)  COMP
 BP0702  MODELED GRAV-     978,942.5   (mgal)                       NAVD 88
 BP0702
 BP0702  VERT ORDER  -  FIRST     CLASS II
 BP0702
 BP0702.The horizontal coordinates were scaled from a topographic map and have
 BP0702.an estimated accuracy of +/- 6 seconds.
 BP0702
 BP0702.The orthometric height was determined by differential leveling
 BP0702.and adjusted by the National Geodetic Survey in June 1991..
 BP0702
 BP0702.The geoid height was determined by GEOID03.
 BP0702
 BP0702.The dynamic height is computed by dividing the NAVD 88
 BP0702.geopotential number by the normal gravity value computed on the
 BP0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0702.degrees latitude (g = 980.6199 gals.).
 BP0702
 BP0702.The modeled gravity was interpolated from observed gravity values.
 BP0702
 BP0702;                    North         East    Units  Estimated Accuracy
 BP0702;SPC TXSC     - 4,284,880.      143,260.      MT  (+/- 180 meters Scaled)
 BP0702
 BP0702                          SUPERSEDED SURVEY CONTROL
 BP0702
 BP0702.No superseded survey control is available for this station.
 BP0702
 BP0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP201549(NAD 83)
 BP0702_MARKER: DB = BENCH MARK DISK
 BP0702_SETTING: 66 = SET IN ROCK OUTCROP
 BP0702_SP_SET: ROCK OUTCROP
 BP0702_STAMPING: U 1401 1981
 BP0702_MARK LOGO: NGS   
 BP0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0702+STABILITY: POSITION/ELEVATION WELL
 BP0702
 BP0702  HISTORY     - Date     Condition        Report By
 BP0702  HISTORY     - 1981     MONUMENTED       NGS
 BP0702
 BP0702                          STATION DESCRIPTION
 BP0702
 BP0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0702'10.1 KM (6.25 MI) SW FROM ALPINE.
 BP0702'2.9 KM (1.8 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0702'RAILROAD STATION IN ALPINE, THENCE 7.2 KM (4.45 MI) WESTERLY ALONG
 BP0702'U.S. HIGHWAYS 67 AND 90, 0.7 KM (0.45 MI) WEST OF THE WEST END OF A
 BP0702'REST AREA, IN AN EXPOSED AREA OF BEDROCK AT A HIGHWAY CUT, 33.5 METERS
 BP0702'(109.9 FT) EAST OF THE WEST END OF THE HIGHWAY CUT, 11.0 METERS (36.1
 BP0702'FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 BP0702'HIGHWAY AND 3.6 METERS (11.8 FT) SOUTH-SOUTHEAST OF A FENCE.
 BP0702'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 BP0702'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0726 ***********************************************************************
 BP0726  DESIGNATION -  U 1402
 BP0726  PID         -  BP0726
 BP0726  STATE/COUNTY-  TX/BREWSTER
 BP0726  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0726
 BP0726                         *CURRENT SURVEY CONTROL
 BP0726  ___________________________________________________________________
 BP0726* NAD 83(1986)-  30 13 09.     (N)    103 19 14.     (W)     SCALED    
 BP0726* NAVD 88     -      1273.891  (meters)    4179.42   (feet)  ADJUSTED  
 BP0726  ___________________________________________________________________
 BP0726  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 BP0726  DYNAMIC HT  -        1271.807 (meters)    4172.59  (feet)  COMP
 BP0726  MODELED GRAV-     978,961.4   (mgal)                       NAVD 88
 BP0726
 BP0726  VERT ORDER  -  FIRST     CLASS II
 BP0726
 BP0726.The horizontal coordinates were scaled from a topographic map and have
 BP0726.an estimated accuracy of +/- 6 seconds.
 BP0726
 BP0726.The orthometric height was determined by differential leveling
 BP0726.and adjusted by the National Geodetic Survey in June 1991..
 BP0726
 BP0726.The geoid height was determined by GEOID03.
 BP0726
 BP0726.The dynamic height is computed by dividing the NAVD 88
 BP0726.geopotential number by the normal gravity value computed on the
 BP0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0726.degrees latitude (g = 980.6199 gals.).
 BP0726
 BP0726.The modeled gravity was interpolated from observed gravity values.
 BP0726
 BP0726;                    North         East    Units  Estimated Accuracy
 BP0726;SPC TXSC     - 4,272,110.      184,150.      MT  (+/- 180 meters Scaled)
 BP0726
 BP0726                          SUPERSEDED SURVEY CONTROL
 BP0726
 BP0726.No superseded survey control is available for this station.
 BP0726
 BP0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP616442(NAD 83)
 BP0726_MARKER: I = METAL ROD
 BP0726_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0726+WITH SETTING: INFORMATION.
 BP0726_SP_SET: SHALLOW SET METAL ROD
 BP0726_STAMPING: U 1402 1981
 BP0726_MARK LOGO: NGS   
 BP0726_PROJECTION: FLUSH
 BP0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0726_ROD/PIPE-DEPTH: 1.2  meters
 BP0726
 BP0726  HISTORY     - Date     Condition        Report By
 BP0726  HISTORY     - 1981     MONUMENTED       NGS
 BP0726
 BP0726                          STATION DESCRIPTION
 BP0726
 BP0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0726'7.6 KM (4.7 MI) NW FROM MARATHON.
 BP0726'7.6 KM (4.7 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0726'MARATHON, 22.9 METERS (75.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 BP0726'THE HIGHWAY AND 6.4 METERS (21.0 FT) WEST-NORTHWEST OF A T-FENCE
 BP0726'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0726'THE MARK IS 0.3 METERS  SSW FROM  A FENCE AND WITNESS POST
 BP0726'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0750 ***********************************************************************
 BP0750  DESIGNATION -  U 1403
 BP0750  PID         -  BP0750
 BP0750  STATE/COUNTY-  TX/BREWSTER
 BP0750  USGS QUAD   -  TESNUS NE (1968)
 BP0750
 BP0750                         *CURRENT SURVEY CONTROL
 BP0750  ___________________________________________________________________
 BP0750* NAD 83(1986)-  30 11 22.     (N)    102 51 54.     (W)     SCALED    
 BP0750* NAVD 88     -      1260.130  (meters)    4134.28   (feet)  ADJUSTED  
 BP0750  ___________________________________________________________________
 BP0750  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BP0750  DYNAMIC HT  -        1258.073 (meters)    4127.53  (feet)  COMP
 BP0750  MODELED GRAV-     978,965.5   (mgal)                       NAVD 88
 BP0750
 BP0750  VERT ORDER  -  FIRST     CLASS II
 BP0750
 BP0750.The horizontal coordinates were scaled from a topographic map and have
 BP0750.an estimated accuracy of +/- 6 seconds.
 BP0750
 BP0750.The orthometric height was determined by differential leveling
 BP0750.and adjusted by the National Geodetic Survey in June 1991..
 BP0750
 BP0750.The geoid height was determined by GEOID03.
 BP0750
 BP0750.The dynamic height is computed by dividing the NAVD 88
 BP0750.geopotential number by the normal gravity value computed on the
 BP0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0750.degrees latitude (g = 980.6199 gals.).
 BP0750
 BP0750.The modeled gravity was interpolated from observed gravity values.
 BP0750
 BP0750;                    North         East    Units  Estimated Accuracy
 BP0750;SPC TXSC     - 4,267,280.      227,870.      MT  (+/- 180 meters Scaled)
 BP0750
 BP0750                          SUPERSEDED SURVEY CONTROL
 BP0750
 BP0750.No superseded survey control is available for this station.
 BP0750
 BP0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP055417(NAD 83)
 BP0750_MARKER: DB = BENCH MARK DISK
 BP0750_SETTING: 66 = SET IN ROCK OUTCROP
 BP0750_SP_SET: ROCK OUTCROP
 BP0750_STAMPING: U 1403 1981
 BP0750_MARK LOGO: NGS   
 BP0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0750+STABILITY: POSITION/ELEVATION WELL
 BP0750
 BP0750  HISTORY     - Date     Condition        Report By
 BP0750  HISTORY     - 1981     MONUMENTED       NGS
 BP0750  HISTORY     - 20010331 GOOD             NGS
 BP0750
 BP0750                          STATION DESCRIPTION
 BP0750
 BP0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0750'37.9 KM (23.55 MI) EAST FROM MARATHON.
 BP0750'37.9 KM (23.55 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0750'IN MARATHON, 0.3 KM (0.2 MI) EAST OF A DIRT ROAD LEADING SOUTH TO A
 BP0750'FARM HOUSE, IN A 4 BY 50 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 15.8
 BP0750'METERS (51.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.2 METERS
 BP0750'(49.9 FT) EAST OF A UTILITY POLE AND 7.3 METERS (24.0 FT) SOUTH OF A
 BP0750'FENCE.
 BP0750'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 BP0750'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BP0750
 BP0750                          STATION RECOVERY (2001)
 BP0750
 BP0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0750'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1336 ***********************************************************************
 AE1336  DESIGNATION -  U 1404
 AE1336  PID         -  AE1336
 AE1336  STATE/COUNTY-  TX/ZAPATA
 AE1336  USGS QUAD   -  ZAPATA (1979)
 AE1336
 AE1336                         *CURRENT SURVEY CONTROL
 AE1336  ___________________________________________________________________
 AE1336* NAD 83(1986)-  26 58 34.     (N)    099 21 38.     (W)     SCALED    
 AE1336* NAVD 88     -       131.200  (meters)     430.45   (feet)  ADJUSTED  
 AE1336  ___________________________________________________________________
 AE1336  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AE1336  DYNAMIC HT  -         130.989 (meters)     429.75  (feet)  COMP
 AE1336  MODELED GRAV-     979,041.4   (mgal)                       NAVD 88
 AE1336
 AE1336  VERT ORDER  -  FIRST     CLASS II
 AE1336
 AE1336.The horizontal coordinates were scaled from a topographic map and have
 AE1336.an estimated accuracy of +/- 6 seconds.
 AE1336
 AE1336.The orthometric height was determined by differential leveling
 AE1336.and adjusted by the National Geodetic Survey in June 1991..
 AE1336
 AE1336.The geoid height was determined by GEOID03.
 AE1336
 AE1336.The dynamic height is computed by dividing the NAVD 88
 AE1336.geopotential number by the normal gravity value computed on the
 AE1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1336.degrees latitude (g = 980.6199 gals.).
 AE1336
 AE1336.The modeled gravity was interpolated from observed gravity values.
 AE1336
 AE1336;                    North         East    Units  Estimated Accuracy
 AE1336;SPC TX S     - 5,145,370.      214,580.      MT  (+/- 180 meters Scaled)
 AE1336
 AE1336                          SUPERSEDED SURVEY CONTROL
 AE1336
 AE1336.No superseded survey control is available for this station.
 AE1336
 AE1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ642838(NAD 83)
 AE1336_MARKER: I = METAL ROD
 AE1336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1336_SP_SET: STAINLESS STEEL ROD
 AE1336_STAMPING: U 1404 1981
 AE1336_MARK LOGO: NGS   
 AE1336_PROJECTION: FLUSH
 AE1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1336_ROD/PIPE-DEPTH: 3.4  meters
 AE1336
 AE1336  HISTORY     - Date     Condition        Report By
 AE1336  HISTORY     - 1981     MONUMENTED       NGS
 AE1336
 AE1336                          STATION DESCRIPTION
 AE1336
 AE1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1336'11.5 KM (7.1 MI) SE FROM SAN YGNACIO.
 AE1336'11.5 KM (7.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1336'FARM ROAD 3169 IN SAN YGNACIO, 13.6 KM (8.45 MI) NORTHWEST ALONG U.S.
 AE1336'HIGHWAY 83 FROM THE JUNCTION OF STATE ROUTE 16 IN ZAPATA, ABOUT 2.0 KM
 AE1336'(1.25 MI) NORTHWEST OF A SMALL REST AREA, 24.3 METERS (79.7 FT)
 AE1336'SOUTHWEST OF CENTERLINE OF HIGHWAY, 0.3 METER (1.0 FT) NORTHEAST OF
 AE1336'FENCE LINE, 1.8 METERS (6.0 FT) SOUTHWEST OF A POWERLINE POLE,
 AE1336'0.43 METERS (1.4 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST, AND
 AE1336'63.4 METERS (208.0 FT) SOUTHEAST OF A GAS PIPELINE CROSSING.
 AE1336'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AE1336'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1328 ***********************************************************************
 AE1328  DESIGNATION -  U 1405
 AE1328  PID         -  AE1328
 AE1328  STATE/COUNTY-  TX/ZAPATA
 AE1328  USGS QUAD   -  ZAPATA (1979)
 AE1328
 AE1328                         *CURRENT SURVEY CONTROL
 AE1328  ___________________________________________________________________
 AE1328* NAD 83(1993)-  26 54 08.04615(N)    099 16 44.51995(W)     ADJUSTED  
 AE1328* NAVD 88     -       116.591  (meters)     382.52   (feet)  ADJUSTED  
 AE1328  ___________________________________________________________________
 AE1328  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AE1328  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AE1328  DYNAMIC HT  -         116.403 (meters)     381.90  (feet)  COMP
 AE1328  MODELED GRAV-     979,031.6   (mgal)                       NAVD 88
 AE1328
 AE1328  HORZ ORDER  -  THIRD
 AE1328  VERT ORDER  -  FIRST     CLASS II
 AE1328
 AE1328.The horizontal coordinates were established by GPS observations
 AE1328.and adjusted by the National Geodetic Survey in February 1996..
 AE1328
 AE1328.The orthometric height was determined by differential leveling
 AE1328.and adjusted by the National Geodetic Survey in June 1991..
 AE1328
 AE1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1328
 AE1328.The geoid height was determined by GEOID03.
 AE1328
 AE1328.The dynamic height is computed by dividing the NAVD 88
 AE1328.geopotential number by the normal gravity value computed on the
 AE1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1328.degrees latitude (g = 980.6199 gals.).
 AE1328
 AE1328.The modeled gravity was interpolated from observed gravity values.
 AE1328
 AE1328;                    North         East     Units Scale Factor Converg.
 AE1328;SPC TX S     - 5,137,129.261   222,618.897   MT  0.99989627   -0 21 13.3
 AE1328;SPC TX S     -16,854,064.92    730,375.50   sFT  0.99989627   -0 21 13.3
 AE1328;UTM  14      - 2,975,637.478   472,291.691   MT  0.99960948   -0 07 34.5
 AE1328
 AE1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1328!SPC TX S     -   0.99998532  x   0.99989627  =   0.99988160
 AE1328!UTM  14      -   0.99998532  x   0.99960948  =   0.99959481
 AE1328
 AE1328                          SUPERSEDED SURVEY CONTROL
 AE1328
 AE1328  NAD 83(1986)-  26 54 08.04263(N)    099 16 44.48013(W) AD(       ) 3
 AE1328  NGVD 29 (10/18/91)  116.62   (m)          382.6    (f) LEVELING    3  
 AE1328
 AE1328.Superseded values are not recommended for survey control.
 AE1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1328.See file dsdata.txt to determine how the superseded data were derived.
 AE1328
 AE1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ7229275637(NAD 83)
 AE1328_MARKER: I = METAL ROD
 AE1328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1328_SP_SET: STAINLESS STEEL ROD
 AE1328_STAMPING: U 1405 1981
 AE1328_MARK LOGO: NGS   
 AE1328_PROJECTION: FLUSH
 AE1328_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1328+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1991
 AE1328_ROD/PIPE-DEPTH: 6.7  meters
 AE1328
 AE1328  HISTORY     - Date     Condition        Report By
 AE1328  HISTORY     - 1981     MONUMENTED       NGS
 AE1328  HISTORY     - 19910219 GOOD             NGS
 AE1328
 AE1328                          STATION DESCRIPTION
 AE1328
 AE1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1328'0.97 KM (0.6 MI) SW FROM ZAPATA.
 AE1328'THE MARK IS ABOVE LEVEL WITH ROAD.
 AE1328'0.97 KM (0.6 MI) SOUTHWEST ALONG STATE ROUTE 496 FROM THE JUNCTION OF
 AE1328'U.S. HIGHWAY 83 AND STATE ROUTE 16 IN ZAPATA, AT A DIRT ROAD LEADING
 AE1328'SOUTHWEST TO A SANITATION FILL, 18.3 METERS (60.0 FT) NORTHWEST OF
 AE1328'CENTERLINE OF HIGHWAY, 17.7 METERS (58.0 FT) SOUTHWEST OF DIRT ROAD,
 AE1328'0.30 METERS (1.0 FT) SOUTHEAST OF A FENCE, AND 1.4 METERS (4.5 FT)
 AE1328'SOUTHWEST OF A CORNER FENCE POST
 AE1328'THE MARK IS 0.31 METERS  SE FROM A WITNESS POST.
 AE1328
 AE1328                          STATION RECOVERY (1991)
 AE1328
 AE1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AE1328'THE STATION IS LOCATED ABOUT 0.96 KM (0.60 MI) EAST-SOUTHEAST OF
 AE1328'ZAPATA ON THE NORTHEAST SIDE OF A BARBED WIRE FENCE AND ON THE
 AE1328'NORTHWEST SIDE OF FARM ROAD 496. OWNERSHIP TEXAS DEPARTMENT OF
 AE1328'TRANSPORTATION, P.O. BOX 29928, SAN ANTONIO, TX 78284, PHONE
 AE1328'512-696-1110..
 AE1328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, STATE
 AE1328'HIGHWAY 16 AND FARM ROAD 496 IN ZAPATA, GO SOUTHWEST ON FARM ROAD 496
 AE1328'FOR 0.96 KM (0.60 MI) TO THE STATION ON THE RIGHT, SOUTHWEST OF A
 AE1328'METAL GATE FOR A PAVED ROAD LEADING SOUTHERLY.
 AE1328'THE STATION IS FLUSH WITH THE GROUND LOCATED 18.5 M (60.7 FT)
 AE1328'NORTHWEST OF THE CENTER OF FARM ROAD 469, 16.3 M (53.5 FT) SOUTHWEST
 AE1328'OF THE SOUTHWEST METAL POST OF THE GATE FOR THE PAVED ROAD AND 0.3 M
 AE1328'(1.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1250 ***********************************************************************
 AB1250  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1250  DESIGNATION -  U 1406
 AB1250  PID         -  AB1250
 AB1250  STATE/COUNTY-  TX/CAMERON
 AB1250  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1250
 AB1250                         *CURRENT SURVEY CONTROL
 AB1250  ___________________________________________________________________
 AB1250* NAD 83(1986)-  26 08 16.     (N)    097 10 21.     (W)     SCALED    
 AB1250* NAVD 88     -         1.083  (meters)       3.55   (feet)  ADJUSTED  
 AB1250  ___________________________________________________________________
 AB1250  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB1250  DYNAMIC HT  -           1.081 (meters)       3.55  (feet)  COMP
 AB1250  MODELED GRAV-     979,073.0   (mgal)                       NAVD 88
 AB1250
 AB1250  VERT ORDER  -  FIRST     CLASS II
 AB1250
 AB1250.The horizontal coordinates were scaled from a topographic map and have
 AB1250.an estimated accuracy of +/- 6 seconds.
 AB1250
 AB1250.The orthometric height was determined by differential leveling
 AB1250.and adjusted by the National Geodetic Survey in June 1991..
 AB1250
 AB1250.This Tidal Bench Mark is designated as VM 11738
 AB1250.by the Center for Operational Oceanographic Products and Services.
 AB1250
 AB1250.The geoid height was determined by GEOID03.
 AB1250
 AB1250.The dynamic height is computed by dividing the NAVD 88
 AB1250.geopotential number by the normal gravity value computed on the
 AB1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1250.degrees latitude (g = 980.6199 gals.).
 AB1250
 AB1250.The modeled gravity was interpolated from observed gravity values.
 AB1250
 AB1250;                    North         East    Units  Estimated Accuracy
 AB1250;SPC TX S     - 5,052,900.      432,750.      MT  (+/- 180 meters Scaled)
 AB1250
 AB1250                          SUPERSEDED SURVEY CONTROL
 AB1250
 AB1250.No superseded survey control is available for this station.
 AB1250
 AB1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP826922(NAD 83)
 AB1250_MARKER: I = METAL ROD
 AB1250_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1250_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1250_STAMPING: U 1406 1982
 AB1250_MARK LOGO: NGS   
 AB1250_PROJECTION: FLUSH
 AB1250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1250+STABILITY: POSITION/ELEVATION WELL
 AB1250_ROD/PIPE-DEPTH: 19.5 meters
 AB1250_SLEEVE-DEPTH  : 9.1 meters
 AB1250
 AB1250  HISTORY     - Date     Condition        Report By
 AB1250  HISTORY     - 1982     MONUMENTED       NGS
 AB1250  HISTORY     - 19910411 GOOD             USPSQD
 AB1250  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB1250  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AB1250
 AB1250                          STATION DESCRIPTION
 AB1250
 AB1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1250'6.1 KM (3.8 MI) NORTH FROM SOUTH PADRE ISLAND.
 AB1250'6.1 KM (3.8 MI) NORTH ALONG STATE PARK ROAD 100 NORTH FROM THE
 AB1250'JUNCTION OF STATE PARK ROAD 100 SOUTH AND STATE PARK ROAD 100 WEST IN
 AB1250'SOUTH PADRE ISLAND TO THE WATER TOWER LOCATED ABOUT 91.4 METERS
 AB1250'(300 FT) WEST OF THE HIGHWAY AND ABOUT IN LINE WITH THE MOST NORTHERLY
 AB1250'ONE OF FIVE LEGS SUPPORTING THE WATER TOWER AND SET ON THE OUTSIDE OF
 AB1250'A CAHIN LINK FENCE ON THE EAST SIDE, 15.8 METERS (52.0 FT) NORTHEAST
 AB1250'OF THE CENTER OF THE STAND PIPE, 3.8 METERS (12.5 FT) SOUTH SOUTHEAST
 AB1250'OF THE NORTHEAST CORNER OF THE FENCE, 18.8 METERS (62.0 FT) NORTH
 AB1250'NORTHEAST OF THE SOUTHEAST CORNER OF THE FENCE, AND 1.3 METERS
 AB1250'(4.5 FT) EAST OF THE FENCE.
 AB1250'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB1250'THE MARK IS 0.6 M ABOVE HIGHWAY.
 AB1250
 AB1250                          STATION RECOVERY (1991)
 AB1250
 AB1250'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1250'RECOVERED IN GOOD CONDITION.
 AB1250
 AB1250                          STATION RECOVERY (1993)
 AB1250
 AB1250'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1250'MARK NOT FOUND.
 AB1250
 AB1250                          STATION RECOVERY (2004)
 AB1250
 AB1250'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1276 ***********************************************************************
 AB1276  DESIGNATION -  U 1407
 AB1276  PID         -  AB1276
 AB1276  STATE/COUNTY-  TX/KENEDY
 AB1276  USGS QUAD   -  RUDOLPH (1982)
 AB1276
 AB1276                         *CURRENT SURVEY CONTROL
 AB1276  ___________________________________________________________________
 AB1276* NAD 83(1986)-  26 38 02.     (N)    097 46 05.     (W)     SCALED    
 AB1276* NAVD 88     -         8.066  (meters)      26.46   (feet)  ADJUSTED  
 AB1276  ___________________________________________________________________
 AB1276  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AB1276  DYNAMIC HT  -           8.053 (meters)      26.42  (feet)  COMP
 AB1276  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 AB1276
 AB1276  VERT ORDER  -  FIRST     CLASS II
 AB1276
 AB1276.The horizontal coordinates were scaled from a topographic map and have
 AB1276.an estimated accuracy of +/- 6 seconds.
 AB1276
 AB1276.The orthometric height was determined by differential leveling
 AB1276.and adjusted by the National Geodetic Survey in June 1991..
 AB1276
 AB1276.The geoid height was determined by GEOID03.
 AB1276
 AB1276.The dynamic height is computed by dividing the NAVD 88
 AB1276.geopotential number by the normal gravity value computed on the
 AB1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1276.degrees latitude (g = 980.6199 gals.).
 AB1276
 AB1276.The modeled gravity was interpolated from observed gravity values.
 AB1276
 AB1276;                    North         East    Units  Estimated Accuracy
 AB1276;SPC TX S     - 5,107,370.      372,880.      MT  (+/- 180 meters Scaled)
 AB1276
 AB1276                          SUPERSEDED SURVEY CONTROL
 AB1276
 AB1276.No superseded survey control is available for this station.
 AB1276
 AB1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ226464(NAD 83)
 AB1276_MARKER: I = METAL ROD
 AB1276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1276_SP_SET: STAINLESS STEEL ROD
 AB1276_STAMPING: U 1407 1981
 AB1276_MARK LOGO: NGS   
 AB1276_PROJECTION: FLUSH
 AB1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1276_ROD/PIPE-DEPTH: 9.7  meters
 AB1276
 AB1276  HISTORY     - Date     Condition        Report By
 AB1276  HISTORY     - 1981     MONUMENTED       NGS
 AB1276
 AB1276                          STATION DESCRIPTION
 AB1276
 AB1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1276'17.4 KM (10.85 MI) NORT FROM RAYMONDVILLE.
 AB1276'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1276'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 12.3 KM (7.65 MI) NORTH
 AB1276'ALONG U.S. HIGHWAY 77, AT THE J. A. GARCIA (SANTA BERTA RANCH)
 AB1276'ENTRANCE LEADING WEST, 6.0 METERS (20.0 FT) NORTH OF THE CENTER OF THE
 AB1276'BLACK TOPPED ENTRANCE AND ROUTE IRON GATE, 9.1 METERS (30.0 FT) SOUTH
 AB1276'OF THE CENTER OF THE ENTRANCE LEADING WEST TO THE MARTIN GARCIA RANCH,
 AB1276'14.0 METERS (46.0 FT) WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC
 AB1276'RAILROAD TRACKS, AND 0.15 METERS (0.5 FT) EAST OF THE EAST SIDE OF A
 AB1276'BRICK WALL.
 AB1276'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 AB1276'THE MARK IS 0.4 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1300 ***********************************************************************
 AB1300  DESIGNATION -  U 1408
 AB1300  PID         -  AB1300
 AB1300  STATE/COUNTY-  TX/CAMERON
 AB1300  USGS QUAD   -  HARLINGEN (1983)
 AB1300
 AB1300                         *CURRENT SURVEY CONTROL
 AB1300  ___________________________________________________________________
 AB1300* NAD 83(1986)-  26 14 54.     (N)    097 43 51.     (W)     SCALED    
 AB1300* NAVD 88     -        12.001  (meters)      39.37   (feet)  ADJUSTED  
 AB1300  ___________________________________________________________________
 AB1300  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AB1300  DYNAMIC HT  -          11.982 (meters)      39.31  (feet)  COMP
 AB1300  MODELED GRAV-     979,036.7   (mgal)                       NAVD 88
 AB1300
 AB1300  VERT ORDER  -  FIRST     CLASS II
 AB1300
 AB1300.The horizontal coordinates were scaled from a topographic map and have
 AB1300.an estimated accuracy of +/- 6 seconds.
 AB1300
 AB1300.The orthometric height was determined by differential leveling
 AB1300.and adjusted by the National Geodetic Survey in June 1991..
 AB1300
 AB1300.The geoid height was determined by GEOID03.
 AB1300
 AB1300.The dynamic height is computed by dividing the NAVD 88
 AB1300.geopotential number by the normal gravity value computed on the
 AB1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1300.degrees latitude (g = 980.6199 gals.).
 AB1300
 AB1300.The modeled gravity was interpolated from observed gravity values.
 AB1300
 AB1300;                    North         East    Units  Estimated Accuracy
 AB1300;SPC TX S     - 5,064,680.      376,840.      MT  (+/- 180 meters Scaled)
 AB1300
 AB1300                          SUPERSEDED SURVEY CONTROL
 AB1300
 AB1300.No superseded survey control is available for this station.
 AB1300
 AB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ267038(NAD 83)
 AB1300_MARKER: I = METAL ROD
 AB1300_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1300_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1300_STAMPING: U 1408 1981
 AB1300_MARK LOGO: NGS   
 AB1300_PROJECTION: RECESSED 4 CENTIMETERS
 AB1300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1300+STABILITY: POSITION/ELEVATION WELL
 AB1300_ROD/PIPE-DEPTH: 14.6 meters
 AB1300_SLEEVE-DEPTH  : 9.1 meters
 AB1300
 AB1300  HISTORY     - Date     Condition        Report By
 AB1300  HISTORY     - 1981     MONUMENTED       NGS
 AB1300  HISTORY     - 19910416 GOOD             USPSQD
 AB1300  HISTORY     - 19930123 GOOD             USPSQD
 AB1300  HISTORY     - 20040128 MARK NOT FOUND   GEOCAC
 AB1300
 AB1300                          STATION DESCRIPTION
 AB1300
 AB1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1300'IN COMBES.
 AB1300'SET IN THE FRONT AT THE NORTHWEST CORNER OF THE FIRST BAPTIST CHURCH
 AB1300'IN COMBES LOCATED ON TEMPLETON STREET, 33.2 METERS (109.0 FT) SOUTH OF
 AB1300'THE CENTERLINE OF TEMPLETON STREET, 14.9 METERS (49.0 FT) EAST OF THE
 AB1300'CENTER OF DISHMAN STREET, 14.6 METERS (48.0 FT) WEST OF THE EXTENDED
 AB1300'CENTER OF TWO DOORS AT THE MAIN ENTRANCE TO THE CHURCH 7.7 METERS
 AB1300'(25.5 FT) WEST OF A POWER POLE, 3.3 METERS (11.0 FT) SOUTH OF THE
 AB1300'SOUTHEDGE OF A SIDEWALK IN FRONT OF CHURCH, 3.8 METERS (12.5 FT) NORTH
 AB1300'OF THE NORTH FACE OF THE CHURCH, AND 5.1 METERS (17.0 FT) NORTHEAST OF
 AB1300'THE NORTHWEST CORNER OF THE BUILDING.
 AB1300'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1300
 AB1300                          STATION RECOVERY (1991)
 AB1300
 AB1300'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1300'RECOVERED IN GOOD CONDITION.
 AB1300
 AB1300                          STATION RECOVERY (1993)
 AB1300
 AB1300'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1300'RECOVERED IN GOOD CONDITION.
 AB1300
 AB1300                          STATION RECOVERY (2004)
 AB1300
 AB1300'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1300'TREE NOW GROWING AT LOCATION GIVEN IN 1981 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1249 ***********************************************************************
 AE1249  DESIGNATION -  U 1409
 AE1249  PID         -  AE1249
 AE1249  STATE/COUNTY-  TX/HIDALGO
 AE1249  USGS QUAD   -  LA JOYA (1982)
 AE1249
 AE1249                         *CURRENT SURVEY CONTROL
 AE1249  ___________________________________________________________________
 AE1249* NAD 83(1986)-  26 13 19.     (N)    098 22 33.     (W)     SCALED    
 AE1249* NAVD 88     -        41.306  (meters)     135.52   (feet)  ADJUSTED  
 AE1249  ___________________________________________________________________
 AE1249  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE1249  DYNAMIC HT  -          41.238 (meters)     135.29  (feet)  COMP
 AE1249  MODELED GRAV-     978,992.3   (mgal)                       NAVD 88
 AE1249
 AE1249  VERT ORDER  -  FIRST     CLASS II
 AE1249
 AE1249.The horizontal coordinates were scaled from a topographic map and have
 AE1249.an estimated accuracy of +/- 6 seconds.
 AE1249
 AE1249.The orthometric height was determined by differential leveling
 AE1249.and adjusted by the National Geodetic Survey in June 1991..
 AE1249
 AE1249.The geoid height was determined by GEOID03.
 AE1249
 AE1249.The dynamic height is computed by dividing the NAVD 88
 AE1249.geopotential number by the normal gravity value computed on the
 AE1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1249.degrees latitude (g = 980.6199 gals.).
 AE1249
 AE1249.The modeled gravity was interpolated from observed gravity values.
 AE1249
 AE1249;                    North         East    Units  Estimated Accuracy
 AE1249;SPC TX S     - 5,061,530.      312,410.      MT  (+/- 180 meters Scaled)
 AE1249
 AE1249                          SUPERSEDED SURVEY CONTROL
 AE1249
 AE1249.No superseded survey control is available for this station.
 AE1249
 AE1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ623004(NAD 83)
 AE1249_MARKER: I = METAL ROD
 AE1249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1249_SP_SET: STAINLESS STEEL ROD
 AE1249_STAMPING: U 1409 1981
 AE1249_MARK LOGO: NGS   
 AE1249_PROJECTION: RECESSED 2 CENTIMETERS
 AE1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1249_ROD/PIPE-DEPTH: 12.2 meters
 AE1249
 AE1249  HISTORY     - Date     Condition        Report By
 AE1249  HISTORY     - 1981     MONUMENTED       NGS
 AE1249  HISTORY     - 19920409 MARK NOT FOUND   USPSQD
 AE1249
 AE1249                          STATION DESCRIPTION
 AE1249
 AE1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1249'2.5 KM (1.55 MI) EAST FROM PEREZVILLE.
 AE1249'2.5 KM (1.55 MI) EAST ALONG LOOP 374 FROM JUNCTION OF FARM ROAD 1427
 AE1249'AT PEREZVILLE, 0.08 KM (0.05 MI) EAST OF WHALEN ROAD SOUTH, AT THE
 AE1249'RESIDENCE AND TRAILER PARK (RUDYS TRAILER PARK) OF RUDY, 17.6 METERS
 AE1249'(57.6 FT) NORTH OF THE CENTER OF LOOP 374, 23.1 METERS (75.7 FT) EAST
 AE1249'OF THE WEST DRIVE TO THE PARK, 17.4 METERS (57.0 FT) EAST OF THE
 AE1249'CENTER OF A PRIVATE DRIVE, 15.8 METERS (51.9 FT) WEST OF THE CENTER OF
 AE1249'THE EAST ENTRANCE TO THE PARK, 30.2 METERS (99.2 FT) SOUTH OF THE
 AE1249'SOUTHEAST CORNER OF A BRICK HOUSE, 4.7 METERS (15.5 FT) WEST OF THE
 AE1249'NORTH LEG OF THE TRAILER PARK SIGN, 5.2 METERS (17.1 FT) NORTHEAST OF
 AE1249'A FOUR INCH TREE, 1.5 METERS (4.8 FT) NORTH OF AN UNDERGROUND
 AE1249'TELEPHONE CABLE JUNCTION BOX, AND 1.1 METERS (3.5 FT) NORTH OF A
 AE1249'POWERLINE POLE WITH THREE GUY WIRES.
 AE1249
 AE1249                          STATION RECOVERY (1992)
 AE1249
 AE1249'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0349 ***********************************************************************
 DP0349  DESIGNATION -  U 141
 DP0349  PID         -  DP0349
 DP0349  STATE/COUNTY-  TX/LUBBOCK
 DP0349  USGS QUAD   -  HECKVILLE (1965)
 DP0349
 DP0349                         *CURRENT SURVEY CONTROL
 DP0349  ___________________________________________________________________
 DP0349* NAD 83(1986)-  33 46 46.     (N)    101 39 15.     (W)     SCALED    
 DP0349* NAVD 88     -       992.307  (meters)    3255.59   (feet)  POSTED    
 DP0349  ___________________________________________________________________
 DP0349  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DP0349  DYNAMIC HT  -         991.030 (meters)    3251.40  (feet)  COMP
 DP0349  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 DP0349
 DP0349  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0349
 DP0349.The horizontal coordinates were scaled from a topographic map and have
 DP0349.an estimated accuracy of +/- 6 seconds.
 DP0349
 DP0349.The orthometric height was determined by differential leveling
 DP0349.and adjusted by the National Geodetic Survey in 1992..
 DP0349.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0349.rate of 1.1 thru 2.0 mm/km.
 DP0349
 DP0349.The geoid height was determined by GEOID03.
 DP0349
 DP0349.The dynamic height is computed by dividing the NAVD 88
 DP0349.geopotential number by the normal gravity value computed on the
 DP0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0349.degrees latitude (g = 980.6199 gals.).
 DP0349
 DP0349.The modeled gravity was interpolated from observed gravity values.
 DP0349
 DP0349;                    North         East    Units  Estimated Accuracy
 DP0349;SPC TXNC     - 2,238,680.      307,910.      MT  (+/- 180 meters Scaled)
 DP0349
 DP0349                          SUPERSEDED SURVEY CONTROL
 DP0349
 DP0349  NGVD 29 (??/??/92)  991.928  (m)         3254.35   (f) ADJ UNCH    1 2
 DP0349
 DP0349.Superseded values are not recommended for survey control.
 DP0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0349.See file dsdata.txt to determine how the superseded data were derived.
 DP0349
 DP0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC542408(NAD 83)
 DP0349_MARKER: DB = BENCH MARK DISK
 DP0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0349_STAMPING: 3254.350 U 141 1933
 DP0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0349+STABILITY: SURFACE MOTION
 DP0349
 DP0349  HISTORY     - Date     Condition        Report By
 DP0349  HISTORY     - 1933     MONUMENTED       CGS
 DP0349  HISTORY     - 1965     MARK NOT FOUND   NGS
 DP0349
 DP0349                          STATION DESCRIPTION
 DP0349
 DP0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DP0349'7.4 MI SW FROM PETERSBURG.
 DP0349'7.4 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0349'THE STATION AT PETERSBURG, HALE COUNTY, ABOUT 5-1/2 RAILS NORTH OF THE
 DP0349'STATION SIGNBOARD AT BECTON, AT STATION 5442+67, ABOUT 42 YARDS NORTH
 DP0349'OF A PRIVATE-ROAD CROSSING, AT THE SOUTH END OF A CUT, AND ABOUT 35
 DP0349'FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED 3254.350 U 141 1933
 DP0349'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 DP0349'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0634 ***********************************************************************
 CC0634  DESIGNATION -  U 1410
 CC0634  PID         -  CC0634
 CC0634  STATE/COUNTY-  TX/PECOS
 CC0634  USGS QUAD   -  DIAMOND Y SPRING (1974)
 CC0634
 CC0634                         *CURRENT SURVEY CONTROL
 CC0634  ___________________________________________________________________
 CC0634* NAD 83(1986)-  31 05 43.     (N)    102 53 29.     (W)     SCALED    
 CC0634* NAVD 88     -       812.726  (meters)    2666.42   (feet)  ADJUSTED  
 CC0634  ___________________________________________________________________
 CC0634  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CC0634  DYNAMIC HT  -         811.539 (meters)    2662.52  (feet)  COMP
 CC0634  MODELED GRAV-     979,153.0   (mgal)                       NAVD 88
 CC0634
 CC0634  VERT ORDER  -  FIRST     CLASS II
 CC0634
 CC0634.The horizontal coordinates were scaled from a topographic map and have
 CC0634.an estimated accuracy of +/- 6 seconds.
 CC0634
 CC0634.The orthometric height was determined by differential leveling
 CC0634.and adjusted by the National Geodetic Survey in June 1991..
 CC0634
 CC0634.The geoid height was determined by GEOID03.
 CC0634
 CC0634.The dynamic height is computed by dividing the NAVD 88
 CC0634.geopotential number by the normal gravity value computed on the
 CC0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0634.degrees latitude (g = 980.6199 gals.).
 CC0634
 CC0634.The modeled gravity was interpolated from observed gravity values.
 CC0634
 CC0634;                    North         East    Units  Estimated Accuracy
 CC0634;SPC TX C     - 3,161,180.      455,990.      MT  (+/- 180 meters Scaled)
 CC0634
 CC0634                          SUPERSEDED SURVEY CONTROL
 CC0634
 CC0634.No superseded survey control is available for this station.
 CC0634
 CC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ011420(NAD 83)
 CC0634_MARKER: I = METAL ROD
 CC0634_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0634+WITH SETTING: INFORMATION.
 CC0634_SP_SET: SHALLOW SET METAL ROD
 CC0634_STAMPING: U 1410 1981
 CC0634_MARK LOGO: NGS   
 CC0634_PROJECTION: FLUSH
 CC0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0634_ROD/PIPE-DEPTH: 3.0  meters
 CC0634
 CC0634  HISTORY     - Date     Condition        Report By
 CC0634  HISTORY     - 1981     MONUMENTED       NGS
 CC0634
 CC0634                          STATION DESCRIPTION
 CC0634
 CC0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0634'22.3 KM (13.85 MI) NORT FROM FORT STOCKTON.
 CC0634'22.3 KM (13.85 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0634'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, 0.5 KM (0.3 MI)
 CC0634'SOUTH OF A FIELD ROAD LEADING EAST, 14.9 METERS (48.9 FT) EAST OF
 CC0634'THE CENTERLINE OF THE HIGHWAY AND 1.2 METERS (4.0 FT) NORTHWEST OF
 CC0634'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0634'LOGO CAP.
 CC0634'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CC0634'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0605 ***********************************************************************
 BP0605  DESIGNATION -  U 1411
 BP0605  PID         -  BP0605
 BP0605  STATE/COUNTY-  TX/PECOS
 BP0605  USGS QUAD   -  SIERRA MADERA NE (1980)
 BP0605
 BP0605                         *CURRENT SURVEY CONTROL
 BP0605  ___________________________________________________________________
 BP0605* NAD 83(1986)-  30 44 22.     (N)    102 45 39.     (W)     SCALED    
 BP0605* NAVD 88     -       984.643  (meters)    3230.45   (feet)  ADJUSTED  
 BP0605  ___________________________________________________________________
 BP0605  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 BP0605  DYNAMIC HT  -         983.111 (meters)    3225.42  (feet)  COMP
 BP0605  MODELED GRAV-     979,053.4   (mgal)                       NAVD 88
 BP0605
 BP0605  VERT ORDER  -  FIRST     CLASS II
 BP0605
 BP0605.The horizontal coordinates were scaled from a topographic map and have
 BP0605.an estimated accuracy of +/- 6 seconds.
 BP0605
 BP0605.The orthometric height was determined by differential leveling
 BP0605.and adjusted by the National Geodetic Survey in June 1991..
 BP0605
 BP0605.The geoid height was determined by GEOID03.
 BP0605
 BP0605.The dynamic height is computed by dividing the NAVD 88
 BP0605.geopotential number by the normal gravity value computed on the
 BP0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0605.degrees latitude (g = 980.6199 gals.).
 BP0605
 BP0605.The modeled gravity was interpolated from observed gravity values.
 BP0605
 BP0605;                    North         East    Units  Estimated Accuracy
 BP0605;SPC TX C     - 3,121,460.      467,580.      MT  (+/- 180 meters Scaled)
 BP0605
 BP0605                          SUPERSEDED SURVEY CONTROL
 BP0605
 BP0605.No superseded survey control is available for this station.
 BP0605
 BP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ143028(NAD 83)
 BP0605_MARKER: I = METAL ROD
 BP0605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0605_SP_SET: STAINLESS STEEL ROD
 BP0605_STAMPING: U 1411 1981
 BP0605_MARK LOGO: NGS   
 BP0605_PROJECTION: FLUSH
 BP0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0605_ROD/PIPE-DEPTH: 7.0  meters
 BP0605
 BP0605  HISTORY     - Date     Condition        Report By
 BP0605  HISTORY     - 1981     MONUMENTED       NGS
 BP0605
 BP0605                          STATION DESCRIPTION
 BP0605
 BP0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0605'20.8 KM (12.9 MI) SE FROM FORT STOCKTON.
 BP0605'20.8 KM (12.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0605'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON AND 18.1 METERS
 BP0605'(59.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 BP0605'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0605'THE MARK IS 0.4 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0605'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0385 ***********************************************************************
 BA0385  DESIGNATION -  U 1412
 BA0385  PID         -  BA0385
 BA0385  STATE/COUNTY-  TX/TERRELL
 BA0385  USGS QUAD   -  BALCON CREEK (1983)
 BA0385
 BA0385                         *CURRENT SURVEY CONTROL
 BA0385  ___________________________________________________________________
 BA0385* NAD 83(1986)-  29 58 56.     (N)    102 01 25.     (W)     SCALED    
 BA0385* NAVD 88     -       608.676  (meters)    1996.96   (feet)  ADJUSTED  
 BA0385  ___________________________________________________________________
 BA0385  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BA0385  DYNAMIC HT  -         607.764 (meters)    1993.97  (feet)  COMP
 BA0385  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 BA0385
 BA0385  VERT ORDER  -  FIRST     CLASS II
 BA0385
 BA0385.The horizontal coordinates were scaled from a topographic map and have
 BA0385.an estimated accuracy of +/- 6 seconds.
 BA0385
 BA0385.The orthometric height was determined by differential leveling
 BA0385.and adjusted by the National Geodetic Survey in June 1991..
 BA0385
 BA0385.The geoid height was determined by GEOID03.
 BA0385
 BA0385.The dynamic height is computed by dividing the NAVD 88
 BA0385.geopotential number by the normal gravity value computed on the
 BA0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0385.degrees latitude (g = 980.6199 gals.).
 BA0385
 BA0385.The modeled gravity was interpolated from observed gravity values.
 BA0385
 BA0385;                    North         East    Units  Estimated Accuracy
 BA0385;SPC TXSC     - 4,241,930.      308,270.      MT  (+/- 180 meters Scaled)
 BA0385
 BA0385                          SUPERSEDED SURVEY CONTROL
 BA0385
 BA0385.No superseded survey control is available for this station.
 BA0385
 BA0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP871205(NAD 83)
 BA0385_MARKER: DB = BENCH MARK DISK
 BA0385_SETTING: 66 = SET IN ROCK OUTCROP
 BA0385_SP_SET: ROCK OUTCROP
 BA0385_STAMPING: U 1412 1981
 BA0385_MARK LOGO: NGS   
 BA0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0385+STABILITY: POSITION/ELEVATION WELL
 BA0385
 BA0385  HISTORY     - Date     Condition        Report By
 BA0385  HISTORY     - 1981     MONUMENTED       NGS
 BA0385
 BA0385                          STATION DESCRIPTION
 BA0385
 BA0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BA0385'11.8 KM (7.35 MI) SE FROM DRYDEN.
 BA0385'11.8 KM (7.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BA0385'IN DRYDEN, IN A 6 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 27.1
 BA0385'METERS (88.9 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 15.1 METERS
 BA0385'(49.6 FT) EAST OF A FENCE AND 11.6 METERS (38.1 FT) WEST OF THE
 BA0385'CENTERLINE OF THE HIGHWAY.
 BA0385'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BA0385'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0451 ***********************************************************************
 AZ0451  DESIGNATION -  U 1414
 AZ0451  PID         -  AZ0451
 AZ0451  STATE/COUNTY-  TX/VAL VERDE
 AZ0451  USGS QUAD   -  DEL RIO NW (1972)
 AZ0451
 AZ0451                         *CURRENT SURVEY CONTROL
 AZ0451  ___________________________________________________________________
 AZ0451* NAD 83(1986)-  29 24 46.     (N)    100 54 15.     (W)     SCALED    
 AZ0451* NAVD 88     -       320.472  (meters)    1051.42   (feet)  ADJUSTED  
 AZ0451  ___________________________________________________________________
 AZ0451  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0451  DYNAMIC HT  -         320.006 (meters)    1049.89  (feet)  COMP
 AZ0451  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AZ0451
 AZ0451  VERT ORDER  -  FIRST     CLASS II
 AZ0451
 AZ0451.The horizontal coordinates were scaled from a topographic map and have
 AZ0451.an estimated accuracy of +/- 6 seconds.
 AZ0451
 AZ0451.The orthometric height was determined by differential leveling
 AZ0451.and adjusted by the National Geodetic Survey in June 1991..
 AZ0451
 AZ0451.The geoid height was determined by GEOID03.
 AZ0451
 AZ0451.The dynamic height is computed by dividing the NAVD 88
 AZ0451.geopotential number by the normal gravity value computed on the
 AZ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0451.degrees latitude (g = 980.6199 gals.).
 AZ0451
 AZ0451.The modeled gravity was interpolated from observed gravity values.
 AZ0451
 AZ0451;                    North         East    Units  Estimated Accuracy
 AZ0451;SPC TXSC     - 4,176,550.      415,240.      MT  (+/- 180 meters Scaled)
 AZ0451
 AZ0451                          SUPERSEDED SURVEY CONTROL
 AZ0451
 AZ0451.No superseded survey control is available for this station.
 AZ0451
 AZ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT152552(NAD 83)
 AZ0451_MARKER: DB = BENCH MARK DISK
 AZ0451_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0451_SP_SET: ROCK OUTCROP
 AZ0451_STAMPING: U 1414 1981
 AZ0451_MARK LOGO: NGS   
 AZ0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0451+STABILITY: POSITION/ELEVATION WELL
 AZ0451
 AZ0451  HISTORY     - Date     Condition        Report By
 AZ0451  HISTORY     - 1981     MONUMENTED       NGS
 AZ0451  HISTORY     - 1981     GOOD             NGS
 AZ0451  HISTORY     - 1982     GOOD             NGS
 AZ0451  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0451
 AZ0451                          STATION DESCRIPTION
 AZ0451
 AZ0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0451'1.8 KM (1.1 MI) SOUTH FROM DEL RIO.
 AZ0451'1.8 KM (1.1. MI) SOUTH ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0451'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, 3.2 KM (2.0 MI) NORTH
 AZ0451'OF THE CIVIC CENTER IN DEL RIO, 0.2 KM (0.1 MI) NORTH OF THE
 AZ0451'INTERSECTION OF AGARITA DRIVE, 26.4 METERS (86.6 FT) EAST OF THE
 AZ0451'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 16.3 METERS
 AZ0451'(53.5 FT) NORTH-NORTHWEST OF A UTILITY POLE AND 2.8 METERS (9.2 FT)
 AZ0451'WEST OF A FENCE.
 AZ0451'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 AZ0451'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 AZ0451
 AZ0451                          STATION RECOVERY (1981)
 AZ0451
 AZ0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0451'RECOVERED IN GOOD CONDITION.
 AZ0451
 AZ0451                          STATION RECOVERY (1982)
 AZ0451
 AZ0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0451'RECOVERED IN GOOD CONDITION.
 AZ0451
 AZ0451                          STATION RECOVERY (1999)
 AZ0451
 AZ0451'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0424 ***********************************************************************
 AZ0424  DESIGNATION -  U 1415
 AZ0424  PID         -  AZ0424
 AZ0424  STATE/COUNTY-  TX/VAL VERDE
 AZ0424  USGS QUAD   -  COMSTOCK (1972)
 AZ0424
 AZ0424                         *CURRENT SURVEY CONTROL
 AZ0424  ___________________________________________________________________
 AZ0424* NAD 83(1986)-  29 40 15.     (N)    101 09 17.     (W)     SCALED    
 AZ0424* NAVD 88     -       468.691  (meters)    1537.70   (feet)  ADJUSTED  
 AZ0424  ___________________________________________________________________
 AZ0424  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0424  DYNAMIC HT  -         468.006 (meters)    1535.45  (feet)  COMP
 AZ0424  MODELED GRAV-     979,167.4   (mgal)                       NAVD 88
 AZ0424
 AZ0424  VERT ORDER  -  FIRST     CLASS II
 AZ0424
 AZ0424.The horizontal coordinates were scaled from a topographic map and have
 AZ0424.an estimated accuracy of +/- 6 seconds.
 AZ0424
 AZ0424.The orthometric height was determined by differential leveling
 AZ0424.and adjusted by the National Geodetic Survey in June 1991..
 AZ0424
 AZ0424.The geoid height was determined by GEOID03.
 AZ0424
 AZ0424.The dynamic height is computed by dividing the NAVD 88
 AZ0424.geopotential number by the normal gravity value computed on the
 AZ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0424.degrees latitude (g = 980.6199 gals.).
 AZ0424
 AZ0424.The modeled gravity was interpolated from observed gravity values.
 AZ0424
 AZ0424;                    North         East    Units  Estimated Accuracy
 AZ0424;SPC TXSC     - 4,205,570.      391,450.      MT  (+/- 180 meters Scaled)
 AZ0424
 AZ0424                          SUPERSEDED SURVEY CONTROL
 AZ0424
 AZ0424.No superseded survey control is available for this station.
 AZ0424
 AZ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT914842(NAD 83)
 AZ0424_MARKER: DB = BENCH MARK DISK
 AZ0424_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0424_SP_SET: ROCK OUTCROP
 AZ0424_STAMPING: U 1415 1981
 AZ0424_MARK LOGO: NGS   
 AZ0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0424+STABILITY: POSITION/ELEVATION WELL
 AZ0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0424+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0424
 AZ0424  HISTORY     - Date     Condition        Report By
 AZ0424  HISTORY     - 1981     MONUMENTED       NGS
 AZ0424  HISTORY     - 19990119 GOOD             USPSQD
 AZ0424  HISTORY     - 20030425 GOOD             USPSQD
 AZ0424
 AZ0424                          STATION DESCRIPTION
 AZ0424
 AZ0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0424'2.7 KM (1.7 MI) SE FROM COMSTOCK.
 AZ0424'2.7 KM (1.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH
 AZ0424'STATE HIGHWAY 163 IN COMSTOCK, IN A 3 BY 4 FT EXPOSED AREA OF
 AZ0424'OUTCROPPING BEDROCK, 42.7 METERS (140.1 FT) EAST OF A UTILITY POLE,
 AZ0424'24.0 METERS (78.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AZ0424'18.8 METERS (61.7 FT) EAST OF THE SOUTH END OF A BOX CULVERT AND 3.7
 AZ0424'METERS (12.1 FT) WEST OF A FENCE.
 AZ0424'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 AZ0424'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 AZ0424
 AZ0424                          STATION RECOVERY (1999)
 AZ0424
 AZ0424'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0424'RECOVERED IN GOOD CONDITION.
 AZ0424
 AZ0424                          STATION RECOVERY (2003)
 AZ0424
 AZ0424'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0401 ***********************************************************************
 AZ0401  DESIGNATION -  U 1416
 AZ0401  PID         -  AZ0401
 AZ0401  STATE/COUNTY-  TX/VAL VERDE
 AZ0401  USGS QUAD   -  LANGTRY (1973)
 AZ0401
 AZ0401                         *CURRENT SURVEY CONTROL
 AZ0401  ___________________________________________________________________
 AZ0401* NAD 83(1986)-  29 48 57.     (N)    101 35 36.     (W)     SCALED    
 AZ0401* NAVD 88     -       427.312  (meters)    1401.94   (feet)  ADJUSTED  
 AZ0401  ___________________________________________________________________
 AZ0401  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AZ0401  DYNAMIC HT  -         426.677 (meters)    1399.86  (feet)  COMP
 AZ0401  MODELED GRAV-     979,146.0   (mgal)                       NAVD 88
 AZ0401
 AZ0401  VERT ORDER  -  FIRST     CLASS II
 AZ0401
 AZ0401.The horizontal coordinates were scaled from a topographic map and have
 AZ0401.an estimated accuracy of +/- 6 seconds.
 AZ0401
 AZ0401.The orthometric height was determined by differential leveling
 AZ0401.and adjusted by the National Geodetic Survey in June 1991..
 AZ0401
 AZ0401.The geoid height was determined by GEOID03.
 AZ0401
 AZ0401.The dynamic height is computed by dividing the NAVD 88
 AZ0401.geopotential number by the normal gravity value computed on the
 AZ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0401.degrees latitude (g = 980.6199 gals.).
 AZ0401
 AZ0401.The modeled gravity was interpolated from observed gravity values.
 AZ0401
 AZ0401;                    North         East    Units  Estimated Accuracy
 AZ0401;SPC TXSC     - 4,222,500.      349,360.      MT  (+/- 180 meters Scaled)
 AZ0401
 AZ0401                          SUPERSEDED SURVEY CONTROL
 AZ0401
 AZ0401.No superseded survey control is available for this station.
 AZ0401
 AZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU493012(NAD 83)
 AZ0401_MARKER: DB = BENCH MARK DISK
 AZ0401_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0401_SP_SET: ROCK OUTCROP
 AZ0401_STAMPING: U 1416 1981
 AZ0401_MARK LOGO: NGS   
 AZ0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0401+STABILITY: POSITION/ELEVATION WELL
 AZ0401
 AZ0401  HISTORY     - Date     Condition        Report By
 AZ0401  HISTORY     - 1981     MONUMENTED       NGS
 AZ0401  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0401
 AZ0401                          STATION DESCRIPTION
 AZ0401
 AZ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0401'3.7 KM (2.3 MI) NW FROM LANGTRY.
 AZ0401'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0401'OFFICE IN LANGTRY, THENCE 2.4 KM (1.5 MI) NORTHWEST ALONG U.S.
 AZ0401'HIGHWAY 90, 0.2 KM (0.1 MI) SOUTHEAST OF A FIELD ROAD LEADING
 AZ0401'SOUTHWEST, IN THE CENTER OF A 6 BY 18 FT EXPOSED AREA OF OUTCROPPING
 AZ0401'BEDROCK, 26.5 METERS (86.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY
 AZ0401'AND 4.6 METERS (15.1 FT) NORTH OF A FENCE.
 AZ0401'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 AZ0401'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 AZ0401
 AZ0401                          STATION RECOVERY (1999)
 AZ0401
 AZ0401'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0629 ***********************************************************************
 BP0629  DESIGNATION -  U 1417
 BP0629  PID         -  BP0629
 BP0629  STATE/COUNTY-  TX/PECOS
 BP0629  USGS QUAD   -  BIG CANYON RANCH NW (1969)
 BP0629
 BP0629                         *CURRENT SURVEY CONTROL
 BP0629  ___________________________________________________________________
 BP0629* NAD 83(1986)-  30 25 39.     (N)    102 27 04.     (W)     SCALED    
 BP0629* NAVD 88     -       959.125  (meters)    3146.73   (feet)  ADJUSTED  
 BP0629  ___________________________________________________________________
 BP0629  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BP0629  DYNAMIC HT  -         957.636 (meters)    3141.84  (feet)  COMP
 BP0629  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 BP0629
 BP0629  VERT ORDER  -  FIRST     CLASS II
 BP0629
 BP0629.The horizontal coordinates were scaled from a topographic map and have
 BP0629.an estimated accuracy of +/- 6 seconds.
 BP0629
 BP0629.The orthometric height was determined by differential leveling
 BP0629.and adjusted by the National Geodetic Survey in June 1991..
 BP0629
 BP0629.The geoid height was determined by GEOID03.
 BP0629
 BP0629.The dynamic height is computed by dividing the NAVD 88
 BP0629.geopotential number by the normal gravity value computed on the
 BP0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0629.degrees latitude (g = 980.6199 gals.).
 BP0629
 BP0629.The modeled gravity was interpolated from observed gravity values.
 BP0629
 BP0629;                    North         East    Units  Estimated Accuracy
 BP0629;SPC TX C     - 3,086,280.      496,570.      MT  (+/- 180 meters Scaled)
 BP0629
 BP0629                          SUPERSEDED SURVEY CONTROL
 BP0629
 BP0629.No superseded survey control is available for this station.
 BP0629
 BP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP448689(NAD 83)
 BP0629_MARKER: I = METAL ROD
 BP0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0629_SP_SET: STAINLESS STEEL ROD
 BP0629_STAMPING: U 1417 1981
 BP0629_MARK LOGO: NGS   
 BP0629_PROJECTION: FLUSH
 BP0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0629_ROD/PIPE-DEPTH: 7.3  meters
 BP0629
 BP0629  HISTORY     - Date     Condition        Report By
 BP0629  HISTORY     - 1981     MONUMENTED       NGS
 BP0629
 BP0629                          STATION DESCRIPTION
 BP0629
 BP0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0629'34.7 KM (21.55 MI) NORT FROM SANDERSON.
 BP0629'34.7 KM (21.55 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0629'WITH U.S. HIGHWAY 90 IN SANDERSON, 18.0 METERS (59.1 FT)
 BP0629'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 6.3 METERS (20.7
 BP0629'FT) SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 BP0629'IS THROUGH A 5-INCH LOGO CAP.
 BP0629'THE MARK IS 0.3 METERS  WSW FROM  A FENCE AND WITNESS POST
 BP0629'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0392 ***********************************************************************
 AZ0392  DESIGNATION -  U 1418
 AZ0392  PID         -  AZ0392
 AZ0392  STATE/COUNTY-  TX/VAL VERDE
 AZ0392  USGS QUAD   -  RAMSEY CANYON (1980)
 AZ0392
 AZ0392                         *CURRENT SURVEY CONTROL
 AZ0392  ___________________________________________________________________
 AZ0392* NAD 83(1986)-  29 52 29.     (N)    101 42 54.     (W)     SCALED    
 AZ0392* NAVD 88     -       558.852  (meters)    1833.50   (feet)  ADJUSTED  
 AZ0392  ___________________________________________________________________
 AZ0392  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AZ0392  DYNAMIC HT  -         558.008 (meters)    1830.73  (feet)  COMP
 AZ0392  MODELED GRAV-     979,115.4   (mgal)                       NAVD 88
 AZ0392
 AZ0392  VERT ORDER  -  FIRST     CLASS II
 AZ0392
 AZ0392.The horizontal coordinates were scaled from a topographic map and have
 AZ0392.an estimated accuracy of +/- 6 seconds.
 AZ0392
 AZ0392.The orthometric height was determined by differential leveling
 AZ0392.and adjusted by the National Geodetic Survey in June 1991..
 AZ0392
 AZ0392.The geoid height was determined by GEOID03.
 AZ0392
 AZ0392.The dynamic height is computed by dividing the NAVD 88
 AZ0392.geopotential number by the normal gravity value computed on the
 AZ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0392.degrees latitude (g = 980.6199 gals.).
 AZ0392
 AZ0392.The modeled gravity was interpolated from observed gravity values.
 AZ0392
 AZ0392;                    North         East    Units  Estimated Accuracy
 AZ0392;SPC TXSC     - 4,229,290.      337,760.      MT  (+/- 180 meters Scaled)
 AZ0392
 AZ0392                          SUPERSEDED SURVEY CONTROL
 AZ0392
 AZ0392.No superseded survey control is available for this station.
 AZ0392
 AZ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU377080(NAD 83)
 AZ0392_MARKER: DB = BENCH MARK DISK
 AZ0392_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0392_SP_SET: ROCK OUTCROP
 AZ0392_STAMPING: U 1418 1981
 AZ0392_MARK LOGO: NGS   
 AZ0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0392+STABILITY: POSITION/ELEVATION WELL
 AZ0392
 AZ0392  HISTORY     - Date     Condition        Report By
 AZ0392  HISTORY     - 1981     MONUMENTED       NGS
 AZ0392  HISTORY     - 19990120 GOOD             USPSQD
 AZ0392
 AZ0392                          STATION DESCRIPTION
 AZ0392
 AZ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0392'18.8 KM (11.65 MI) NW FROM LANGTRY.
 AZ0392'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0392'OFFICE IN LANGTRY, THENCE 17.5 KM (10.9 MI) WESTERLY ALONG U.S.
 AZ0392'HIGHWAY 90, 61.0 METERS (200.1 FT) NORTHWEST OF THE SOUTHEAST END OF A
 AZ0392'HIGHWAY CUT, 13.6 METERS (44.6 FT) NORTHEAST OF THE CENTERLINE
 AZ0392'OF THE WEST BOUND LANES OF THE HIGHWAY AND 13.3 METERS (43.6 FT)
 AZ0392'SOUTHWEST OF A FENCE.
 AZ0392'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AZ0392'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0392
 AZ0392                          STATION RECOVERY (1999)
 AZ0392
 AZ0392'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0754 ***********************************************************************
 BP0754  DESIGNATION -  U 1419
 BP0754  PID         -  BP0754
 BP0754  STATE/COUNTY-  TX/BREWSTER
 BP0754  USGS QUAD   -  TESNUS NE (1968)
 BP0754
 BP0754                         *CURRENT SURVEY CONTROL
 BP0754  ___________________________________________________________________
 BP0754* NAD 83(1986)-  30 10 34.     (N)    102 47 32.     (W)     SCALED    
 BP0754* NAVD 88     -      1184.403  (meters)    3885.83   (feet)  ADJUSTED  
 BP0754  ___________________________________________________________________
 BP0754  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BP0754  DYNAMIC HT  -        1182.484 (meters)    3879.53  (feet)  COMP
 BP0754  MODELED GRAV-     978,981.5   (mgal)                       NAVD 88
 BP0754
 BP0754  VERT ORDER  -  FIRST     CLASS II
 BP0754
 BP0754.The horizontal coordinates were scaled from a topographic map and have
 BP0754.an estimated accuracy of +/- 6 seconds.
 BP0754
 BP0754.The orthometric height was determined by differential leveling
 BP0754.and adjusted by the National Geodetic Survey in June 1991..
 BP0754
 BP0754.The geoid height was determined by GEOID03.
 BP0754
 BP0754.The dynamic height is computed by dividing the NAVD 88
 BP0754.geopotential number by the normal gravity value computed on the
 BP0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0754.degrees latitude (g = 980.6199 gals.).
 BP0754
 BP0754.The modeled gravity was interpolated from observed gravity values.
 BP0754
 BP0754;                    North         East    Units  Estimated Accuracy
 BP0754;SPC TXSC     - 4,265,570.      234,830.      MT  (+/- 180 meters Scaled)
 BP0754
 BP0754                          SUPERSEDED SURVEY CONTROL
 BP0754
 BP0754.No superseded survey control is available for this station.
 BP0754
 BP0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP125403(NAD 83)
 BP0754_MARKER: DB = BENCH MARK DISK
 BP0754_SETTING: 66 = SET IN ROCK OUTCROP
 BP0754_SP_SET: ROCK OUTCROP
 BP0754_STAMPING: U 1419 1981
 BP0754_MARK LOGO: NGS   
 BP0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0754
 BP0754  HISTORY     - Date     Condition        Report By
 BP0754  HISTORY     - 1981     MONUMENTED       NGS
 BP0754  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0754
 BP0754                          STATION DESCRIPTION
 BP0754
 BP0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0754'41.7 KM (25.9 MI) WEST FROM SANDERSON.
 BP0754'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0754'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 41.5 KM (25.8 MI)
 BP0754'WESTERLY ALONG U.S. HIGHWAY 90, IN AN EXPOSED AREA OF OUTCROPPING
 BP0754'BEDROCK, 26.4 METERS (86.6 FT) WEST OF THE NORTHWEST CORNER OF A BOX
 BP0754'CULVERT, 19.8 METERS (65.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BP0754'9.5 METERS (31.2 FT) SOUTHWEST OF A UTILITY POLE AND 5.2 METERS (17.1
 BP0754'FT) SOUTH OF A FENCE.
 BP0754'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BP0754'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0754
 BP0754                          STATION RECOVERY (2001)
 BP0754
 BP0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0754'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0077 ***********************************************************************
 DQ0077  FBN         -  This is a Federal Base Network Control Station.
 DQ0077  DESIGNATION -  U 142
 DQ0077  PID         -  DQ0077
 DQ0077  STATE/COUNTY-  TX/TERRY
 DQ0077  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0077
 DQ0077                         *CURRENT SURVEY CONTROL
 DQ0077  ___________________________________________________________________
 DQ0077* NAD 83(1993)-  33 12 31.54244(N)    102 16 10.62466(W)     ADJUSTED  
 DQ0077* NAVD 88     -      1013.943  (meters)    3326.58   (feet)  ADJUSTED  
 DQ0077  ___________________________________________________________________
 DQ0077  X           -  -1,135,380.332 (meters)                     COMP
 DQ0077  Y           -  -5,220,623.128 (meters)                     COMP
 DQ0077  Z           -   3,473,895.750 (meters)                     COMP
 DQ0077  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 DQ0077  ELLIP HEIGHT-         990.31  (meters)          (05/01/00) GPS OBS
 DQ0077  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 DQ0077  DYNAMIC HT  -        1012.595 (meters)    3322.16  (feet)  COMP
 DQ0077  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 DQ0077
 DQ0077  HORZ ORDER  -  B
 DQ0077  VERT ORDER  -  FIRST     CLASS II
 DQ0077  ELLP ORDER  -  THIRD     CLASS I
 DQ0077
 DQ0077.The horizontal coordinates were established by GPS observations
 DQ0077.and adjusted by the National Geodetic Survey in May 1994..
 DQ0077
 DQ0077.The orthometric height was determined by differential leveling
 DQ0077.and adjusted by the National Geodetic Survey in June 1991..
 DQ0077
 DQ0077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0077
 DQ0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0077
 DQ0077.The ellipsoidal height was determined by GPS observations
 DQ0077.and is referenced to NAD 83.
 DQ0077
 DQ0077.The geoid height was determined by GEOID03.
 DQ0077
 DQ0077.The dynamic height is computed by dividing the NAVD 88
 DQ0077.geopotential number by the normal gravity value computed on the
 DQ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0077.degrees latitude (g = 980.6199 gals.).
 DQ0077
 DQ0077.The modeled gravity was interpolated from observed gravity values.
 DQ0077
 DQ0077;                    North         East     Units Scale Factor Converg.
 DQ0077;SPC TXNC     - 2,177,307.027   248,667.907   MT  0.99987637   -2 03 21.3
 DQ0077;SPC TXNC     - 7,143,381.47    815,837.96   sFT  0.99987637   -2 03 21.3
 DQ0077;UTM  13      - 3,677,753.368   754,497.385   MT  1.00039864   +1 29 46.4
 DQ0077
 DQ0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0077!SPC TXNC     -   0.99984455  x   0.99987637  =   0.99972094
 DQ0077!UTM  13      -   0.99984455  x   1.00039864  =   1.00024313
 DQ0077
 DQ0077                          SUPERSEDED SURVEY CONTROL
 DQ0077
 DQ0077  ELLIP H (05/09/94)  990.34   (m)                       GP(       ) 4 2
 DQ0077  NAVD 88 (05/09/94) 1013.94   (m)         3326.6    (f) LEVELING    3  
 DQ0077  NGVD 29 (??/??/92) 1013.584  (m)         3325.40   (f) ADJ UNCH    1 2
 DQ0077
 DQ0077.Superseded values are not recommended for survey control.
 DQ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0077.See file dsdata.txt to determine how the superseded data were derived.
 DQ0077
 DQ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5449777753(NAD 83)
 DQ0077_MARKER: DB = BENCH MARK DISK
 DQ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0077_SP_SET: SQUARE CONCRETE MONUMENT
 DQ0077_STAMPING: U 142 1934
 DQ0077_MARK LOGO: CGS   
 DQ0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0077+STABILITY: SURFACE MOTION
 DQ0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0077+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1999
 DQ0077
 DQ0077  HISTORY     - Date     Condition        Report By
 DQ0077  HISTORY     - 1934     MONUMENTED       CGS
 DQ0077  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0077  HISTORY     - 19930212 GOOD             NGS
 DQ0077  HISTORY     - 19950602 GOOD             NGS
 DQ0077  HISTORY     - 19980130 GOOD             NGS
 DQ0077  HISTORY     - 19990412 GOOD             NGS
 DQ0077
 DQ0077                          STATION DESCRIPTION
 DQ0077
 DQ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0077'2.2 MI N FROM BROWNFIELD.
 DQ0077'2.2 MI. NORTH ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0077'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0077'RAILROAD, 0.5 MILE SOUTH OF MILE POLE 37, 47 FEET EAST OF THE TRACK, 2
 DQ0077'FEET WEST OF RIGHT OF WAY FENCE.
 DQ0077
 DQ0077                          STATION RECOVERY (1963)
 DQ0077
 DQ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0077'MARK NOT FOUND.
 DQ0077
 DQ0077                          STATION RECOVERY (1993)
 DQ0077
 DQ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DQ0077'STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHEAST OF BROWNFIELD, ALONG
 DQ0077'U.S. HIGHWAYS 62 AND 82, 0.17 KM (0.10 MI) SOUTHWEST OF THE JUNCTION
 DQ0077'OF THE HIGHWAYS AND DAVID BAILEY ROAD, IN THE WEED STRIP BETWEEN THE
 DQ0077'HIGHWAYS AND A RAILROAD TRACK.  OWNERSHIP--PANHANDLE AND SANTA FE
 DQ0077'RAILROAD.
 DQ0077'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62, 82, 380 EAST AND 385
 DQ0077'ON THE NORTHEAST SIDE OF BROWNFIELD, GO NORTHEAST ON HIGHWAYS 62, 82
 DQ0077'AND 385 FOR 1.42 KM (0.90 MI) TO THEIR JUNCTION WITH HIGHWAY 385 ON
 DQ0077'THE LEFT.  CONTINUE AHEAD FOR 1.72 KM (1.05 MI) TO THE STATION ON THE
 DQ0077'LEFT.  CONTINUE AHEAD TO CROSSOVER, THEN RETURN TO STATION.
 DQ0077'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 DQ0077'PROJECTING 30 CM ABOVE GROUND.  IT IS 18.0 M (59.1 FT) NORTHWEST OF,
 DQ0077'AND 1 M (3.3 FT) HIGHER THAN THE CENTER OF THE SOUTHBOUND HIGHWAY
 DQ0077'LANES, 13.5 M (44.3 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF TRACK, 0.4
 DQ0077'M (1.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST, 0.4 M (1.3 FT)
 DQ0077'NORTHEAST OF A 1.5 M (4.9 FT) HIGH STEEL PIPE, AND 2.7 M (8.9 FT)
 DQ0077'NORTH OF A TELEPHONE PEDESTAL.
 DQ0077
 DQ0077                          STATION RECOVERY (1995)
 DQ0077
 DQ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DQ0077'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHEAST OF BROWNFIELD,
 DQ0077'ALONG U.S.  HIGHWAYS 62 AND 82, 0.2 KM (0.10 MI) SOUTHWEST OF THE
 DQ0077'JUNCTION OF THE HIGHWAYS AND DAVID BAILEY ROAD, IN THE GRASS STRIP
 DQ0077'BETWEEN THE HIGHWAYS AND A RAILROAD TRACK.  OWNERSHIP--PANHANDLE AND
 DQ0077'SANTA FE RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DQ0077'HIGHWAYS 62, 82, 380 EAST AND 385 ON THE NORTHEAST SIDE OF BROWNFIELD,
 DQ0077'GO NORTHEAST ON HIGHWAYS 62, 82 AND 385 FOR 1.4 KM (0.85 MI) TO THEIR
 DQ0077'JUNCTION WITH HIGHWAY 385 ON THE LEFT.  CONTINUE AHEAD TO A CROSSOVER,
 DQ0077'THEN RETURN TO THE STATION.  THE STATION IS 18.0 M (59.1 FT) NORTHWEST
 DQ0077'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 13.5 M (44.3 FT)
 DQ0077'SOUTHEAST OF THE NEAR RAIL, 2.7 M (8.9 FT) NORTH OF A TELEPHONE
 DQ0077'PEDESTAL, 1.0 ABOVE THE LEVEL OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 DQ0077'0.4 M (1.3 FT) NORTHEAST OF A 1.5 M (4.9 FT) TALL STEEL PIPE, 0.4 M
 DQ0077'(1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 30-CM
 DQ0077'ABOVE THE GROUND SURFACE.
 DQ0077
 DQ0077                          STATION RECOVERY (1998)
 DQ0077
 DQ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DQ0077'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHEAST OF BROWNFIELD,
 DQ0077'ALONG THE WEST-NORTHWEST SIDE OF U.S. HIGHWAYS 62 AND 82, 0.17 KM
 DQ0077'(0.10 MI) SOUTHWEST OF THE JUNCTION OF THE HIGHWAYS AND DAVID BAILEY
 DQ0077'ROAD, BETWEEN THE HIGHWAY AND A RAILROAD TRACK.  OWNERSHIP--PANHANDLE
 DQ0077'AND SANTA FE RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 DQ0077'HIGHWAYS 62, 82, 380 EAST AND 385 NEAR THE NORTHEAST SIDE OF
 DQ0077'BROWNFIELD, GO NORTHEAST, FOR 1.42 KM (0.90 MI) ALONG HIGHWAYS 62, 82,
 DQ0077'AND 385 TO THE JUNCTION OF HIGHWAY 385 ON THE LEFT.  CONTINUE
 DQ0077'NORTHEAST, FOR 1.77 KM (1.10 MI) ALONG THE HIGHWAY TO THE STATION ON
 DQ0077'THE LEFT, JUST NORTH-NORTHWEST OF A TELEPHONE PEDESTAL.  STATION IS
 DQ0077'18.0 M (59.1 FT) WEST-NORTHWEST OF THE SOUTHBOUND LANES CENTERLINE,
 DQ0077'13.5 M (44.3 FT) EAST-SOUTHEAST OF THE NEAR RAIL, 2.7 M (8.9 FT)
 DQ0077'NORTH-NORTHWEST OF A TELEPHONE PEDESTAL AND WARNING SIGN, 2.45 M (8.04
 DQ0077'FT) NORTH-NORTHWEST OF A 7 AND 1/2-FOOT TALL WOOD GUARD POST AND
 DQ0077'WITNESS POST, 0.35 M (1.15 FT) NORTH-NORTHEAST OF A 6-FOOT TALL 4-INCH
 DQ0077'METAL PIPE, AND THE MONUMENT IS ABOUT 1.0 M (3.3 FT) ABOVE THE HIGHWAY
 DQ0077'LEVEL AND PROJECTING ABOUT 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 DQ0077'BY R.G. HAYES
 DQ0077
 DQ0077                          STATION RECOVERY (1999)
 DQ0077
 DQ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 DQ0077'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1281 ***********************************************************************
 AE1281  DESIGNATION -  U 1420
 AE1281  PID         -  AE1281
 AE1281  STATE/COUNTY-  TX/STARR
 AE1281  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1281
 AE1281                         *CURRENT SURVEY CONTROL
 AE1281  ___________________________________________________________________
 AE1281* NAD 83(1986)-  26 22 46.     (N)    098 53 30.     (W)     SCALED    
 AE1281* NAVD 88     -        54.118  (meters)     177.55   (feet)  ADJUSTED  
 AE1281  ___________________________________________________________________
 AE1281  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AE1281  DYNAMIC HT  -          54.029 (meters)     177.26  (feet)  COMP
 AE1281  MODELED GRAV-     978,999.9   (mgal)                       NAVD 88
 AE1281
 AE1281  VERT ORDER  -  FIRST     CLASS II
 AE1281
 AE1281.The horizontal coordinates were scaled from a topographic map and have
 AE1281.an estimated accuracy of +/- 6 seconds.
 AE1281
 AE1281.The orthometric height was determined by differential leveling
 AE1281.and adjusted by the National Geodetic Survey in June 1991..
 AE1281
 AE1281.The geoid height was determined by GEOID03.
 AE1281
 AE1281.The dynamic height is computed by dividing the NAVD 88
 AE1281.geopotential number by the normal gravity value computed on the
 AE1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1281.degrees latitude (g = 980.6199 gals.).
 AE1281
 AE1281.The modeled gravity was interpolated from observed gravity values.
 AE1281
 AE1281;                    North         East    Units  Estimated Accuracy
 AE1281;SPC TX S     - 5,079,030.      260,920.      MT  (+/- 180 meters Scaled)
 AE1281
 AE1281                          SUPERSEDED SURVEY CONTROL
 AE1281
 AE1281.No superseded survey control is available for this station.
 AE1281
 AE1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ108177(NAD 83)
 AE1281_MARKER: DB = BENCH MARK DISK
 AE1281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1281_SP_SET: HEADWALL
 AE1281_STAMPING: U 1420 1981
 AE1281_MARK LOGO: NGS   
 AE1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1281
 AE1281  HISTORY     - Date     Condition        Report By
 AE1281  HISTORY     - 1981     MONUMENTED       NGS
 AE1281
 AE1281                          STATION DESCRIPTION
 AE1281
 AE1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1281'8.1 KM (5.05 MI) NW FROM RIO GRANDE CITY.
 AE1281'8.1 KM (5.05 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1281'STATE ROUTE 755 NORTH IN RIO GRANDE CITY.  AT A CROSSROADS, SET IN TOP
 AE1281'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A 6 CHANNEL BOX
 AE1281'CULVERT, 10.1 METERS (33.0 FT) SOUTHWEST OF CENTER OF SOUTHEASTBOUND
 AE1281'LANE OF HIGHWAY, AND 11.0 METERS (36.0 FT) SOUTHEAST OF CENTER OF
 AE1281'GRAVEL ROAD LEADING SOUTH SOUTHWEST.
 AE1281'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1224 ***********************************************************************
 AE1224  DESIGNATION -  U 1421
 AE1224  PID         -  AE1224
 AE1224  STATE/COUNTY-  TX/HIDALGO
 AE1224  USGS QUAD   -  DONNA (1983)
 AE1224
 AE1224                         *CURRENT SURVEY CONTROL
 AE1224  ___________________________________________________________________
 AE1224* NAD 83(1986)-  26 10 47.     (N)    098 06 08.     (W)     SCALED    
 AE1224* NAVD 88     -        28.519  (meters)      93.57   (feet)  ADJUSTED  
 AE1224  ___________________________________________________________________
 AE1224  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AE1224  DYNAMIC HT  -          28.472 (meters)      93.41  (feet)  COMP
 AE1224  MODELED GRAV-     978,999.3   (mgal)                       NAVD 88
 AE1224
 AE1224  VERT ORDER  -  FIRST     CLASS II
 AE1224
 AE1224.The horizontal coordinates were scaled from a topographic map and have
 AE1224.an estimated accuracy of +/- 6 seconds.
 AE1224
 AE1224.The orthometric height was determined by differential leveling
 AE1224.and adjusted by the National Geodetic Survey in June 1991..
 AE1224
 AE1224.The geoid height was determined by GEOID03.
 AE1224
 AE1224.The dynamic height is computed by dividing the NAVD 88
 AE1224.geopotential number by the normal gravity value computed on the
 AE1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1224.degrees latitude (g = 980.6199 gals.).
 AE1224
 AE1224.The modeled gravity was interpolated from observed gravity values.
 AE1224
 AE1224;                    North         East    Units  Estimated Accuracy
 AE1224;SPC TX S     - 5,056,910.      339,760.      MT  (+/- 180 meters Scaled)
 AE1224
 AE1224                          SUPERSEDED SURVEY CONTROL
 AE1224
 AE1224.No superseded survey control is available for this station.
 AE1224
 AE1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP897958(NAD 83)
 AE1224_MARKER: I = METAL ROD
 AE1224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1224_SP_SET: STAINLESS STEEL ROD
 AE1224_STAMPING: U 1421 1981
 AE1224_MARK LOGO: NGS   
 AE1224_PROJECTION: FLUSH
 AE1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1224_ROD/PIPE-DEPTH: 7.32 meters
 AE1224
 AE1224  HISTORY     - Date     Condition        Report By
 AE1224  HISTORY     - 1981     MONUMENTED       NGS
 AE1224
 AE1224                          STATION DESCRIPTION
 AE1224
 AE1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1224'2.2 KM (1.35 MI) EAST FROM ALAMO.
 AE1224'2.2 KM (1.35 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE1224'OF FARM ROAD 907 IN ALAMO, 1.9 KM (1.2 MI) WEST OF THE JUNCTION OF
 AE1224'FARM ROAD 1423 LEADING NORTH, AT THE MOON LANDING LOUNGE, 11.6 METERS
 AE1224'(38.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31.8 METERS
 AE1224'(104.2 FT) NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE LOUNGE,
 AE1224'10.7 METERS (35.1 FT) WEST OF CENTER OF THE WEST DRIVE TO THE LOUNGE,
 AE1224'26.6 METERS (87.4 FT) EAST OF THE CENTER OF A FIELD ROAD LEADING
 AE1224'SOUTH, 16.7 METERS (54.9 FT) EAST OF THE CENTER OF THE SOUTH CONCRETE
 AE1224'WALL OF AN IRRIGATION CULVERT UNDER THE HIGHWAY, 1.1 METERS (3.6 FT)
 AE1224'WEST OF A POWERLINE POLE WITH A TRANSFORMER AND A GUY WIRE, AND
 AE1224'3.3 METERS (10.7 FT) EAST OF THE GUY WIRE ANCHOR.
 AE1224'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AE1224'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1109 ***********************************************************************
 AJ1109  DESIGNATION -  U 1422
 AJ1109  PID         -  AJ1109
 AJ1109  STATE/COUNTY-  TX/WEBB
 AJ1109  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ1109
 AJ1109                         *CURRENT SURVEY CONTROL
 AJ1109  ___________________________________________________________________
 AJ1109* NAD 83(1986)-  27 46 32.     (N)    099 26 52.     (W)     SCALED    
 AJ1109* NAVD 88     -       205.924  (meters)     675.60   (feet)  ADJUSTED  
 AJ1109  ___________________________________________________________________
 AJ1109  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AJ1109  DYNAMIC HT  -         205.601 (meters)     674.54  (feet)  COMP
 AJ1109  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 AJ1109
 AJ1109  VERT ORDER  -  FIRST     CLASS II
 AJ1109
 AJ1109.The horizontal coordinates were scaled from a topographic map and have
 AJ1109.an estimated accuracy of +/- 6 seconds.
 AJ1109
 AJ1109.The orthometric height was determined by differential leveling
 AJ1109.and adjusted by the National Geodetic Survey in June 1991..
 AJ1109
 AJ1109.The geoid height was determined by GEOID03.
 AJ1109
 AJ1109.The dynamic height is computed by dividing the NAVD 88
 AJ1109.geopotential number by the normal gravity value computed on the
 AJ1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1109.degrees latitude (g = 980.6199 gals.).
 AJ1109
 AJ1109.The modeled gravity was interpolated from observed gravity values.
 AJ1109
 AJ1109;                    North         East    Units  Estimated Accuracy
 AJ1109;SPC TX S     - 5,234,010.      206,590.      MT  (+/- 180 meters Scaled)
 AJ1109
 AJ1109                          SUPERSEDED SURVEY CONTROL
 AJ1109
 AJ1109.No superseded survey control is available for this station.
 AJ1109
 AJ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR558724(NAD 83)
 AJ1109_MARKER: I = METAL ROD
 AJ1109_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1109_SP_SET: STAINLESS STEEL ROD
 AJ1109_STAMPING: U 1422 1982
 AJ1109_MARK LOGO: NGS   
 AJ1109_PROJECTION: FLUSH
 AJ1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1109+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1109_ROD/PIPE-DEPTH: 3.4  meters
 AJ1109
 AJ1109  HISTORY     - Date     Condition        Report By
 AJ1109  HISTORY     - 1982     MONUMENTED       NGS
 AJ1109  HISTORY     - 20020409 GOOD             USPSQD
 AJ1109
 AJ1109                          STATION DESCRIPTION
 AJ1109
 AJ1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1109'2.2 KM (1.35 MI) NW FROM WEBB.
 AJ1109'2.2 KM (1.35 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1109'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB.  AT AT DIRT ROAD LEADING
 AJ1109'SOUTHWEST, 15.2 METERS (50.0 FT) SOUTHWEST OF CENTERLINE OF THE
 AJ1109'HIGHWAY, 8.8 METERS (29.0 FT) SOUTHEAST OF CENTER OF A DIRT ROAD, 0.30
 AJ1109'METER (1.0 FT) NORTHEAST OF A CORNER FENCE POST.  NOTE, ROD ANCHORED
 AJ1109'AND DRIVEN TO REFUSAL.
 AJ1109'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AJ1109'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AJ1109
 AJ1109                          STATION RECOVERY (2002)
 AJ1109
 AJ1109'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0641 ***********************************************************************
 CC0641  DESIGNATION -  U 1426
 CC0641  PID         -  CC0641
 CC0641  STATE/COUNTY-  TX/PECOS
 CC0641  USGS QUAD   -  GIRVIN (1972)
 CC0641
 CC0641                         *CURRENT SURVEY CONTROL
 CC0641  ___________________________________________________________________
 CC0641* NAD 83(1986)-  31 01 13.     (N)    102 28 01.     (W)     SCALED    
 CC0641* NAVD 88     -       745.598  (meters)    2446.18   (feet)  ADJUSTED  
 CC0641  ___________________________________________________________________
 CC0641  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CC0641  DYNAMIC HT  -         744.538 (meters)    2442.71  (feet)  COMP
 CC0641  MODELED GRAV-     979,193.4   (mgal)                       NAVD 88
 CC0641
 CC0641  VERT ORDER  -  FIRST     CLASS II
 CC0641
 CC0641.The horizontal coordinates were scaled from a topographic map and have
 CC0641.an estimated accuracy of +/- 6 seconds.
 CC0641
 CC0641.The orthometric height was determined by differential leveling
 CC0641.and adjusted by the National Geodetic Survey in June 1991..
 CC0641
 CC0641.The geoid height was determined by GEOID03.
 CC0641
 CC0641.The dynamic height is computed by dividing the NAVD 88
 CC0641.geopotential number by the normal gravity value computed on the
 CC0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0641.degrees latitude (g = 980.6199 gals.).
 CC0641
 CC0641.The modeled gravity was interpolated from observed gravity values.
 CC0641
 CC0641;                    North         East    Units  Estimated Accuracy
 CC0641;SPC TX C     - 3,152,010.      496,310.      MT  (+/- 180 meters Scaled)
 CC0641
 CC0641                          SUPERSEDED SURVEY CONTROL
 CC0641
 CC0641.No superseded survey control is available for this station.
 CC0641
 CC0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ418346(NAD 83)
 CC0641_MARKER: I = METAL ROD
 CC0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0641_SP_SET: STAINLESS STEEL ROD
 CC0641_STAMPING: U 1426 1981
 CC0641_MARK LOGO: NGS   
 CC0641_PROJECTION: FLUSH
 CC0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0641_ROD/PIPE-DEPTH: 5.5  meters
 CC0641
 CC0641  HISTORY     - Date     Condition        Report By
 CC0641  HISTORY     - 1981     MONUMENTED       NGS
 CC0641
 CC0641                          STATION DESCRIPTION
 CC0641
 CC0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0641'8.9 KM (5.55 MI) SW FROM GIRVIN.
 CC0641'8.9 KM (5.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 AND 358 FROM ITS
 CC0641'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN AND 22.9 METERS (75.1 FT)
 CC0641'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 CC0641'POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0641'THE MARK IS 0.4 METERS  NW FROM  A FENCE AND WITNESS POST
 CC0641'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0671 ***********************************************************************
 CC0671  DESIGNATION -  U 1427
 CC0671  PID         -  CC0671
 CC0671  STATE/COUNTY-  TX/UPTON
 CC0671  USGS QUAD   -  SQUARE TOP MOUNTAIN (1972)
 CC0671
 CC0671                         *CURRENT SURVEY CONTROL
 CC0671  ___________________________________________________________________
 CC0671* NAD 83(1986)-  31 09 47.     (N)    102 02 49.     (W)     SCALED    
 CC0671* NAVD 88     -       736.859  (meters)    2417.51   (feet)  ADJUSTED  
 CC0671  ___________________________________________________________________
 CC0671  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CC0671  DYNAMIC HT  -         735.795 (meters)    2414.02  (feet)  COMP
 CC0671  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 CC0671
 CC0671  VERT ORDER  -  FIRST     CLASS II
 CC0671
 CC0671.The horizontal coordinates were scaled from a topographic map and have
 CC0671.an estimated accuracy of +/- 6 seconds.
 CC0671
 CC0671.The orthometric height was determined by differential leveling
 CC0671.and adjusted by the National Geodetic Survey in June 1991..
 CC0671
 CC0671.The geoid height was determined by GEOID03.
 CC0671
 CC0671.The dynamic height is computed by dividing the NAVD 88
 CC0671.geopotential number by the normal gravity value computed on the
 CC0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0671.degrees latitude (g = 980.6199 gals.).
 CC0671
 CC0671.The modeled gravity was interpolated from observed gravity values.
 CC0671
 CC0671;                    North         East    Units  Estimated Accuracy
 CC0671;SPC TX C     - 3,167,140.      536,650.      MT  (+/- 180 meters Scaled)
 CC0671
 CC0671                          SUPERSEDED SURVEY CONTROL
 CC0671
 CC0671.No superseded survey control is available for this station.
 CC0671
 CC0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ814514(NAD 83)
 CC0671_MARKER: I = METAL ROD
 CC0671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0671_SP_SET: STAINLESS STEEL ROD
 CC0671_STAMPING: U 1427 1981
 CC0671_MARK LOGO: NGS   
 CC0671_PROJECTION: FLUSH
 CC0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0671_ROD/PIPE-DEPTH: 3.7  meters
 CC0671
 CC0671  HISTORY     - Date     Condition        Report By
 CC0671  HISTORY     - 1981     MONUMENTED       NGS
 CC0671  HISTORY     - 20030429 POOR             TXDOT
 CC0671
 CC0671                          STATION DESCRIPTION
 CC0671
 CC0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0671'12.3 KM (7.65 MI) SW FROM RANKIN.
 CC0671'12.3 KM (7.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CC0671'WITH STATE HIGHWAY 349 IN RANKIN, 40.8 METERS (133.9 FT)
 CC0671'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING
 CC0671'NORTH-NORTHWEST, 34.2 METERS (112.2 FT) SOUTH-SOUTHEAST OF THE
 CC0671'CENTERLINE OF THE HIGHWAY, 13.0 METERS (42.7 FT) NORTH-NORTHWEST OF
 CC0671'THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 1.2
 CC0671'METERS (3.9 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CC0671'POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0671'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CC0671
 CC0671                          STATION RECOVERY (2003)
 CC0671
 CC0671'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (JCW)
 CC0671'CONCRETE AROUND EXTERIOR OF MARK WAS DISTURBED BY EXCAVATION OF
 CC0671'WITNESS SIGN WITH HEAVY MACHINERY. RESET WITNESS SIGN. UTILITY POLE
 CC0671'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0689 ***********************************************************************
 CB0689  DESIGNATION -  U 1428
 CB0689  PID         -  CB0689
 CB0689  STATE/COUNTY-  TX/REAGAN
 CB0689  USGS QUAD   -  BEST (1970)
 CB0689
 CB0689                         *CURRENT SURVEY CONTROL
 CB0689  ___________________________________________________________________
 CB0689* NAD 83(1986)-  31 12 06.     (N)    101 30 57.     (W)     SCALED    
 CB0689* NAVD 88     -       834.236  (meters)    2736.99   (feet)  ADJUSTED  
 CB0689  ___________________________________________________________________
 CB0689  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0689  DYNAMIC HT  -         833.020 (meters)    2733.00  (feet)  COMP
 CB0689  MODELED GRAV-     979,154.1   (mgal)                       NAVD 88
 CB0689
 CB0689  VERT ORDER  -  FIRST     CLASS II
 CB0689
 CB0689.The horizontal coordinates were scaled from a topographic map and have
 CB0689.an estimated accuracy of +/- 6 seconds.
 CB0689
 CB0689.The orthometric height was determined by differential leveling
 CB0689.and adjusted by the National Geodetic Survey in June 1991..
 CB0689
 CB0689.The geoid height was determined by GEOID03.
 CB0689
 CB0689.The dynamic height is computed by dividing the NAVD 88
 CB0689.geopotential number by the normal gravity value computed on the
 CB0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0689.degrees latitude (g = 980.6199 gals.).
 CB0689
 CB0689.The modeled gravity was interpolated from observed gravity values.
 CB0689
 CB0689;                    North         East    Units  Estimated Accuracy
 CB0689;SPC TX C     - 3,170,760.      587,320.      MT  (+/- 180 meters Scaled)
 CB0689
 CB0689                          SUPERSEDED SURVEY CONTROL
 CB0689
 CB0689.No superseded survey control is available for this station.
 CB0689
 CB0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV602546(NAD 83)
 CB0689_MARKER: I = METAL ROD
 CB0689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0689_SP_SET: STAINLESS STEEL ROD
 CB0689_STAMPING: U 1428 1981
 CB0689_MARK LOGO: NGS   
 CB0689_PROJECTION: FLUSH
 CB0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0689_ROD/PIPE-DEPTH: 3.7  meters
 CB0689
 CB0689  HISTORY     - Date     Condition        Report By
 CB0689  HISTORY     - 1981     MONUMENTED       NGS
 CB0689
 CB0689                          STATION DESCRIPTION
 CB0689
 CB0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0689'4.7 KM (2.9 MI) WEST FROM BIG LAKE.
 CB0689'4.7 KM (2.9 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0689'STATE HIGHWAY 137 IN BIG LAKE AND 26.7 METERS (87.6 FT)
 CB0689'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CB0689'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0689'THE MARK IS 0.4 METERS  SSW FROM  A FENCE AND WITNESS POST
 CB0689'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0743 ***********************************************************************
 CA0743  DESIGNATION -  U 1429
 CA0743  PID         -  CA0743
 CA0743  STATE/COUNTY-  TX/CONCHO
 CA0743  USGS QUAD   -  PASCHE (1970)
 CA0743
 CA0743                         *CURRENT SURVEY CONTROL
 CA0743  ___________________________________________________________________
 CA0743* NAD 83(1986)-  31 14 00.     (N)    099 41 16.     (W)     SCALED    
 CA0743* NAVD 88     -       587.775  (meters)    1928.39   (feet)  ADJUSTED  
 CA0743  ___________________________________________________________________
 CA0743  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CA0743  DYNAMIC HT  -         586.968 (meters)    1925.74  (feet)  COMP
 CA0743  MODELED GRAV-     979,247.9   (mgal)                       NAVD 88
 CA0743
 CA0743  VERT ORDER  -  FIRST     CLASS II
 CA0743
 CA0743.The horizontal coordinates were scaled from a topographic map and have
 CA0743.an estimated accuracy of +/- 6 seconds.
 CA0743
 CA0743.The orthometric height was determined by differential leveling
 CA0743.and adjusted by the National Geodetic Survey in June 1991..
 CA0743
 CA0743.The geoid height was determined by GEOID03.
 CA0743
 CA0743.The dynamic height is computed by dividing the NAVD 88
 CA0743.geopotential number by the normal gravity value computed on the
 CA0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0743.degrees latitude (g = 980.6199 gals.).
 CA0743
 CA0743.The modeled gravity was interpolated from observed gravity values.
 CA0743
 CA0743;                    North         East    Units  Estimated Accuracy
 CA0743;SPC TX C     - 3,173,850.      761,500.      MT  (+/- 180 meters Scaled)
 CA0743
 CA0743                          SUPERSEDED SURVEY CONTROL
 CA0743
 CA0743.No superseded survey control is available for this station.
 CA0743
 CA0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV345556(NAD 83)
 CA0743_MARKER: I = METAL ROD
 CA0743_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0743+WITH SETTING: INFORMATION.
 CA0743_SP_SET: SHALLOW SET METAL ROD
 CA0743_STAMPING: U 1429 1981
 CA0743_MARK LOGO: NGS   
 CA0743_PROJECTION: FLUSH
 CA0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0743_ROD/PIPE-DEPTH: 2.4  meters
 CA0743
 CA0743  HISTORY     - Date     Condition        Report By
 CA0743  HISTORY     - 1981     MONUMENTED       NGS
 CA0743  HISTORY     - 19990219 GOOD             USPSQD
 CA0743  HISTORY     - 19991231 GOOD             USPSQD
 CA0743  HISTORY     - 20010219 GOOD             USPSQD
 CA0743
 CA0743                          STATION DESCRIPTION
 CA0743
 CA0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0743'15.4 KM (9.55 MI) EAST FROM EDEN.
 CA0743'15.4 KM (9.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CA0743'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 0.1 KM (0.05 MI) WEST OF A
 CA0743'GRAVELED CROSSROAD AND 15.0 METERS (49.2 FT) NORTH OF THE CENTERLINE
 CA0743'OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0743'LOGO CAP.
 CA0743'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CA0743'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0743
 CA0743                          STATION RECOVERY (1999)
 CA0743
 CA0743'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0743'RECOVERED IN GOOD CONDITION.
 CA0743
 CA0743                          STATION RECOVERY (1999)
 CA0743
 CA0743'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0743'RECOVERED IN GOOD CONDITION.
 CA0743
 CA0743                          STATION RECOVERY (2001)
 CA0743
 CA0743'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0215 ***********************************************************************
 CV0215  DESIGNATION -  U 143 RESET 1958
 CV0215  PID         -  CV0215
 CV0215  STATE/COUNTY-  TX/ANDREWS
 CV0215  USGS QUAD   -  SEMINOLE SE (1970)
 CV0215
 CV0215                         *CURRENT SURVEY CONTROL
 CV0215  ___________________________________________________________________
 CV0215* NAD 83(1986)-  32 30 20.     (N)    102 36 30.     (W)     SCALED    
 CV0215* NAVD 88     -       970.77   (+/-2cm)    3184.9    (feet)  VERTCON   
 CV0215  ___________________________________________________________________
 CV0215  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 CV0215
 CV0215  VERT ORDER  -  THIRD (See Below)
 CV0215
 CV0215.The horizontal coordinates were scaled from a topographic map and have
 CV0215.an estimated accuracy of +/- 6 seconds.
 CV0215
 CV0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0215.The vertical order pertains to the NGVD 29 superseded value.
 CV0215
 CV0215.The geoid height was determined by GEOID03.
 CV0215
 CV0215;                    North         East    Units  Estimated Accuracy
 CV0215;SPC TXNC     - 2,100,570.      214,070.      MT  (+/- 180 meters Scaled)
 CV0215
 CV0215                          SUPERSEDED SURVEY CONTROL
 CV0215
 CV0215  NGVD 29 (01/29/03)  970.40   (m)         3183.7    (f) RESET       3  
 CV0215
 CV0215.Superseded values are not recommended for survey control.
 CV0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0215.See file dsdata.txt to determine how the superseded data were derived.
 CV0215
 CV0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR246989(NAD 83)
 CV0215_MARKER: DB = BENCH MARK DISK
 CV0215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0215_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0215_STAMPING: U 143 RESET 1958
 CV0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0215
 CV0215  HISTORY     - Date     Condition        Report By
 CV0215  HISTORY     - 1958     MONUMENTED       CGS
 CV0215
 CV0215                          STATION DESCRIPTION
 CV0215
 CV0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0215'12.8 MI N FROM ANDREWS.
 CV0215'ABOUT 12.8 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE HIGH SCHOOL AT
 CV0215'ANDREWS, 154 FEET WEST OF THE PRESENT CENTER LINE OF THE HIGHWAY,
 CV0215'ABOUT 1.2 MILES SOUTH OF THE GAINES-ANDREWS COUNTY LINE, 3 FEET SOUTH
 CV0215'OF A TEE FENCE CORNER, 2 FEET WEST OF THE WEST RIGHT OF WAY FENCE, 2
 CV0215'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ON THE TOP OF A 3-INCH
 CV0215'IRON PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0789 ***********************************************************************
 CB0789  DESIGNATION -  U 1430
 CB0789  PID         -  CB0789
 CB0789  STATE/COUNTY-  TX/CONCHO
 CB0789  USGS QUAD   -  VICK (1984)
 CB0789
 CB0789                         *CURRENT SURVEY CONTROL
 CB0789  ___________________________________________________________________
 CB0789* NAD 83(1986)-  31 18 13.     (N)    100 03 20.     (W)     SCALED    
 CB0789* NAVD 88     -       573.428  (meters)    1881.32   (feet)  ADJUSTED  
 CB0789  ___________________________________________________________________
 CB0789  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CB0789  DYNAMIC HT  -         572.641 (meters)    1878.74  (feet)  COMP
 CB0789  MODELED GRAV-     979,250.5   (mgal)                       NAVD 88
 CB0789
 CB0789  VERT ORDER  -  FIRST     CLASS II
 CB0789
 CB0789.The horizontal coordinates were scaled from a topographic map and have
 CB0789.an estimated accuracy of +/- 6 seconds.
 CB0789
 CB0789.The orthometric height was determined by differential leveling
 CB0789.and adjusted by the National Geodetic Survey in June 1991..
 CB0789
 CB0789.The geoid height was determined by GEOID03.
 CB0789
 CB0789.The dynamic height is computed by dividing the NAVD 88
 CB0789.geopotential number by the normal gravity value computed on the
 CB0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0789.degrees latitude (g = 980.6199 gals.).
 CB0789
 CB0789.The modeled gravity was interpolated from observed gravity values.
 CB0789
 CB0789;                    North         East    Units  Estimated Accuracy
 CB0789;SPC TX C     - 3,181,500.      726,440.      MT  (+/- 180 meters Scaled)
 CB0789
 CB0789                          SUPERSEDED SURVEY CONTROL
 CB0789
 CB0789.No superseded survey control is available for this station.
 CB0789
 CB0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV995637(NAD 83)
 CB0789_MARKER: I = METAL ROD
 CB0789_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0789_SP_SET: STAINLESS STEEL ROD
 CB0789_STAMPING: U 1430 1981
 CB0789_MARK LOGO: NGS   
 CB0789_PROJECTION: FLUSH
 CB0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0789_ROD/PIPE-DEPTH: 3.0  meters
 CB0789
 CB0789  HISTORY     - Date     Condition        Report By
 CB0789  HISTORY     - 1981     MONUMENTED       NGS
 CB0789  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CB0789
 CB0789                          STATION DESCRIPTION
 CB0789
 CB0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0789'24.8 KM (15.4 MI) NW FROM EDEN.
 CB0789'24.8 KM (15.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CB0789'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 15.4 METERS (50.5 FT) NORTHEAST
 CB0789'OF THE CENTERLINE OF THE HIGHWAY AND 0.4 METER (1.3 FT) SOUTHWEST OF A
 CB0789'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0789'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CB0789'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CB0789
 CB0789                          STATION RECOVERY (1999)
 CB0789
 CB0789'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0762 ***********************************************************************
 CB0762  DESIGNATION -  U 1431
 CB0762  PID         -  CB0762
 CB0762  STATE/COUNTY-  TX/TOM GREEN
 CB0762  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0762
 CB0762                         *CURRENT SURVEY CONTROL
 CB0762  ___________________________________________________________________
 CB0762* NAD 83(1986)-  31 25 22.     (N)    100 27 39.     (W)     SCALED    
 CB0762* NAVD 88     -       564.821  (meters)    1853.08   (feet)  ADJUSTED  
 CB0762  ___________________________________________________________________
 CB0762  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0762  DYNAMIC HT  -         564.047 (meters)    1850.54  (feet)  COMP
 CB0762  MODELED GRAV-     979,252.1   (mgal)                       NAVD 88
 CB0762
 CB0762  VERT ORDER  -  FIRST     CLASS II
 CB0762
 CB0762.The horizontal coordinates were scaled from a topographic map and have
 CB0762.an estimated accuracy of +/- 6 seconds.
 CB0762
 CB0762.The orthometric height was determined by differential leveling
 CB0762.and adjusted by the National Geodetic Survey in June 1991..
 CB0762
 CB0762.The geoid height was determined by GEOID03.
 CB0762
 CB0762.The dynamic height is computed by dividing the NAVD 88
 CB0762.geopotential number by the normal gravity value computed on the
 CB0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0762.degrees latitude (g = 980.6199 gals.).
 CB0762
 CB0762.The modeled gravity was interpolated from observed gravity values.
 CB0762
 CB0762;                    North         East    Units  Estimated Accuracy
 CB0762;SPC TX C     - 3,194,680.      687,880.      MT  (+/- 180 meters Scaled)
 CB0762
 CB0762                          SUPERSEDED SURVEY CONTROL
 CB0762
 CB0762.No superseded survey control is available for this station.
 CB0762
 CB0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV611773(NAD 83)
 CB0762_MARKER: I = METAL ROD
 CB0762_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0762+WITH SETTING: INFORMATION.
 CB0762_SP_SET: SHALLOW SET METAL ROD
 CB0762_STAMPING: U 1431 1981
 CB0762_MARK LOGO: NGS   
 CB0762_PROJECTION: FLUSH
 CB0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0762_ROD/PIPE-DEPTH: 2.4  meters
 CB0762
 CB0762  HISTORY     - Date     Condition        Report By
 CB0762  HISTORY     - 1981     MONUMENTED       NGS
 CB0762
 CB0762                          STATION DESCRIPTION
 CB0762
 CB0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0762'4.3 KM (2.65 MI) SW FROM SAN ANGELO.
 CB0762'4.3 KM (2.65 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CB0762'RAILROAD FROM THE RAILROAD STATION IN SAN ANGELO, AT THE SOUTHWEST END
 CB0762'OF A WOODEN TRESTLE AND MILEPOST 720, 19.2 METERS (63.0 FT) SOUTHEAST
 CB0762'OF THE NEAR RAIL, 17.7 METERS (58.1 FT) SOUTHEAST OF THE SOUTH CORNER
 CB0762'OF THE TRESTLE AND 1.1 METERS (3.6 FT) WEST-NORTHWEST OF A UTILITY
 CB0762'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0762'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CB0762'THE MARK IS 3.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0507 ***********************************************************************
 AZ0507  DESIGNATION -  U 1432
 AZ0507  PID         -  AZ0507
 AZ0507  STATE/COUNTY-  TX/KINNEY
 AZ0507  USGS QUAD   -  ODLAW (1974)
 AZ0507
 AZ0507                         *CURRENT SURVEY CONTROL
 AZ0507  ___________________________________________________________________
 AZ0507* NAD 83(1986)-  29 14 16.     (N)    100 09 28.     (W)     SCALED    
 AZ0507* NAVD 88     -       324.452  (meters)    1064.47   (feet)  ADJUSTED  
 AZ0507  ___________________________________________________________________
 AZ0507  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0507  DYNAMIC HT  -         323.979 (meters)    1062.92  (feet)  COMP
 AZ0507  MODELED GRAV-     979,178.1   (mgal)                       NAVD 88
 AZ0507
 AZ0507  VERT ORDER  -  FIRST     CLASS II
 AZ0507
 AZ0507.The horizontal coordinates were scaled from a topographic map and have
 AZ0507.an estimated accuracy of +/- 6 seconds.
 AZ0507
 AZ0507.The orthometric height was determined by differential leveling
 AZ0507.and adjusted by the National Geodetic Survey in June 1991..
 AZ0507
 AZ0507.The geoid height was determined by GEOID03.
 AZ0507
 AZ0507.The dynamic height is computed by dividing the NAVD 88
 AZ0507.geopotential number by the normal gravity value computed on the
 AZ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0507.degrees latitude (g = 980.6199 gals.).
 AZ0507
 AZ0507.The modeled gravity was interpolated from observed gravity values.
 AZ0507
 AZ0507;                    North         East    Units  Estimated Accuracy
 AZ0507;SPC TXSC     - 4,156,210.      487,460.      MT  (+/- 180 meters Scaled)
 AZ0507
 AZ0507                          SUPERSEDED SURVEY CONTROL
 AZ0507
 AZ0507.No superseded survey control is available for this station.
 AZ0507
 AZ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT874348(NAD 83)
 AZ0507_MARKER: I = METAL ROD
 AZ0507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0507_SP_SET: STAINLESS STEEL ROD
 AZ0507_STAMPING: U 1432 1982
 AZ0507_MARK LOGO: NGS   
 AZ0507_PROJECTION: RECESSED 3 CENTIMETERS
 AZ0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0507_ROD/PIPE-DEPTH: 3.0  meters
 AZ0507
 AZ0507  HISTORY     - Date     Condition        Report By
 AZ0507  HISTORY     - 1982     MONUMENTED       NGS
 AZ0507
 AZ0507                          STATION DESCRIPTION
 AZ0507
 AZ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0507'30.8 KM (19.1 MI) ENE FROM SPOFFORD.
 AZ0507'26.3 KM (16.3 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM THE
 AZ0507'JUNCTION OF STATE ROUTE 131 IN SPOFFORD, THENCE EAST ALONG U.S.
 AZ0507'HIGHWAY 90 FOR 4.5 KM (2.8 MI), AT A DIRT ROAD LEADING SOUTH TO THE
 AZ0507'SOUTHERN PACIFIC RAILROAD, 23.8 METERS (78.0 FT) SOUTH OF CENTERLINE
 AZ0507'OF HIGHWAY, 7.6 METERS (25.0 FT) EAST OF A DIRT ROAD, 0.30 METERS
 AZ0507'(1.0 FT) WEST OF A FENCE, AND 0.52 METERS (1.7 FT) SOUTH OF A CORNER
 AZ0507'FENCE POST.  NOTE, ROD DRIVEN TO REFUSAL.
 AZ0507'THE MARK IS 0.52 METERS  N FROM A WITNESS POST.
 AZ0507'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0518 ***********************************************************************
 AZ0518  DESIGNATION -  U 1433
 AZ0518  PID         -  AZ0518
 AZ0518  STATE/COUNTY-  TX/MAVERICK
 AZ0518  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0518
 AZ0518                         *CURRENT SURVEY CONTROL
 AZ0518  ___________________________________________________________________
 AZ0518* NAD 83(1986)-  29 05 07.     (N)    100 28 15.     (W)     SCALED    
 AZ0518* NAVD 88     -       290.867  (meters)     954.29   (feet)  ADJUSTED  
 AZ0518  ___________________________________________________________________
 AZ0518  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0518  DYNAMIC HT  -         290.440 (meters)     952.89  (feet)  COMP
 AZ0518  MODELED GRAV-     979,167.9   (mgal)                       NAVD 88
 AZ0518
 AZ0518  VERT ORDER  -  FIRST     CLASS II
 AZ0518
 AZ0518.The horizontal coordinates were scaled from a topographic map and have
 AZ0518.an estimated accuracy of +/- 6 seconds.
 AZ0518
 AZ0518.The orthometric height was determined by differential leveling
 AZ0518.and adjusted by the National Geodetic Survey in June 1991..
 AZ0518
 AZ0518.The geoid height was determined by GEOID03.
 AZ0518
 AZ0518.The dynamic height is computed by dividing the NAVD 88
 AZ0518.geopotential number by the normal gravity value computed on the
 AZ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0518.degrees latitude (g = 980.6199 gals.).
 AZ0518
 AZ0518.The modeled gravity was interpolated from observed gravity values.
 AZ0518
 AZ0518;                    North         East    Units  Estimated Accuracy
 AZ0518;SPC TXSC     - 4,139,650.      456,820.      MT  (+/- 180 meters Scaled)
 AZ0518
 AZ0518                          SUPERSEDED SURVEY CONTROL
 AZ0518
 AZ0518.No superseded survey control is available for this station.
 AZ0518
 AZ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT568183(NAD 83)
 AZ0518_MARKER: I = METAL ROD
 AZ0518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0518_SP_SET: STAINLESS STEEL ROD
 AZ0518_STAMPING: U 1433 1982
 AZ0518_MARK LOGO: NGS   
 AZ0518_PROJECTION: FLUSH
 AZ0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0518_ROD/PIPE-DEPTH: 6.1  meters
 AZ0518
 AZ0518  HISTORY     - Date     Condition        Report By
 AZ0518  HISTORY     - 1982     MONUMENTED       NGS
 AZ0518
 AZ0518                          STATION DESCRIPTION
 AZ0518
 AZ0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0518'11.8 KM (7.3 MI) SSW FROM SPOFFORD.
 AZ0518'11.8 KM (7.3 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AZ0518'JUNCTION OF FARM ROAD 1572 IN SPOFFORD, AT THE KINNEY MAVERICK COUNTY
 AZ0518'LINE, 26.8 METERS (88.0 FT) WEST NORTHWEST OF CENTERLINE OF THE
 AZ0518'HIGHWAY, 15.5 METERS (51.0 FT) NORTHWEST OF 0.61 METERS (2.0 FT) HIGH
 AZ0518'CONCRETE HIGHWAY BOUNDARY POST, 14.5 METERS (47.5 FT) NORTHWEST OF A
 AZ0518'2.4 METERS (8.0 FT) HIGH COUNTY LINE MARKER, AND 0.3 METER (1.0 FT)
 AZ0518'SOUTHEAST OF A FENCE LINE.
 AZ0518'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AZ0518'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1624 ***********************************************************************
 AY1624  DESIGNATION -  U 1434
 AY1624  PID         -  AY1624
 AY1624  STATE/COUNTY-  TX/MEDINA
 AY1624  USGS QUAD   -  CASTROVILLE (1982)
 AY1624
 AY1624                         *CURRENT SURVEY CONTROL
 AY1624  ___________________________________________________________________
 AY1624* NAD 83(1986)-  29 20 56.     (N)    098 54 46.     (W)     SCALED    
 AY1624* NAVD 88     -       299.279  (meters)     981.88   (feet)  ADJUSTED  
 AY1624  ___________________________________________________________________
 AY1624  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AY1624  DYNAMIC HT  -         298.847 (meters)     980.47  (feet)  COMP
 AY1624  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 AY1624
 AY1624  VERT ORDER  -  FIRST     CLASS II
 AY1624
 AY1624.The horizontal coordinates were scaled from a topographic map and have
 AY1624.an estimated accuracy of +/- 6 seconds.
 AY1624
 AY1624.The orthometric height was determined by differential leveling
 AY1624.and adjusted by the National Geodetic Survey in June 1991..
 AY1624
 AY1624.The geoid height was determined by GEOID03.
 AY1624
 AY1624.The dynamic height is computed by dividing the NAVD 88
 AY1624.geopotential number by the normal gravity value computed on the
 AY1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1624.degrees latitude (g = 980.6199 gals.).
 AY1624
 AY1624.The modeled gravity was interpolated from observed gravity values.
 AY1624
 AY1624;                    North         East    Units  Estimated Accuracy
 AY1624;SPC TXSC     - 4,167,970.      608,470.      MT  (+/- 180 meters Scaled)
 AY1624
 AY1624                          SUPERSEDED SURVEY CONTROL
 AY1624
 AY1624.No superseded survey control is available for this station.
 AY1624
 AY1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT084466(NAD 83)
 AY1624_MARKER: I = METAL ROD
 AY1624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1624_SP_SET: STAINLESS STEEL ROD
 AY1624_STAMPING: U 1434 1982
 AY1624_MARK LOGO: NGS   
 AY1624_PROJECTION: FLUSH
 AY1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1624_ROD/PIPE-DEPTH: 2.7  meters
 AY1624
 AY1624  HISTORY     - Date     Condition        Report By
 AY1624  HISTORY     - 1982     MONUMENTED       NGS
 AY1624  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AY1624  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AY1624  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AY1624
 AY1624                          STATION DESCRIPTION
 AY1624
 AY1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1624'4.7 KM (2.9 MI) WEST FROM CASTROVILLE.
 AY1624'4.7 KM (2.9 MI) WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1624'ROAD 471 NORTH IN CASTROVILLE, AT A WOODEN GATE AND DIM ROAD LEADING
 AY1624'NORTH, 14.9 METERS (49.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY,
 AY1624'5.9 METERS (19.5 FT) EAST OF CENTERLINE OF TRACK ROAD LEADING NORTH,
 AY1624'4.5 METERS (15.0 FT) EAST OF 9 FOOT T CORNER GATE POST, 4.7 METERS
 AY1624'(15.5 FT) WEST OF TELEPHONE JUNCTION BOX NUMBER 1222, 2.3 METERS
 AY1624'(7.8 FT) WEST OF STATE HIGHWAY BENCH MARK 21, AND 0.3 METER (1.0 FT)
 AY1624'SOUTH OF A FENCE.  NOTE, DATUM POINT IS STAMPED V 1434.  NOTE, ROD
 AY1624'DRIVEN TO REFUSAL.
 AY1624'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AY1624'THE MARK IS 0.6 M BELOW HIGHWAY.
 AY1624
 AY1624                          STATION RECOVERY (1997)
 AY1624
 AY1624'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1624'MARK NOT FOUND.
 AY1624
 AY1624                          STATION RECOVERY (1997)
 AY1624
 AY1624'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1624'MARK NOT FOUND.
 AY1624
 AY1624                          STATION RECOVERY (2002)
 AY1624
 AY1624'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1213 ***********************************************************************
 AB1213  DESIGNATION -  U 1435
 AB1213  PID         -  AB1213
 AB1213  STATE/COUNTY-  TX/CAMERON
 AB1213  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1213
 AB1213                         *CURRENT SURVEY CONTROL
 AB1213  ___________________________________________________________________
 AB1213* NAD 83(1986)-  26 05 15.     (N)    097 21 47.     (W)     SCALED    
 AB1213* NAVD 88     -         2.974  (meters)       9.76   (feet)  ADJUSTED  
 AB1213  ___________________________________________________________________
 AB1213  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AB1213  DYNAMIC HT  -           2.969 (meters)       9.74  (feet)  COMP
 AB1213  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 AB1213
 AB1213  VERT ORDER  -  FIRST     CLASS II
 AB1213
 AB1213.The horizontal coordinates were scaled from a topographic map and have
 AB1213.an estimated accuracy of +/- 6 seconds.
 AB1213
 AB1213.The orthometric height was determined by differential leveling
 AB1213.and adjusted by the National Geodetic Survey in June 1991..
 AB1213
 AB1213.The geoid height was determined by GEOID03.
 AB1213
 AB1213.The dynamic height is computed by dividing the NAVD 88
 AB1213.geopotential number by the normal gravity value computed on the
 AB1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1213.degrees latitude (g = 980.6199 gals.).
 AB1213
 AB1213.The modeled gravity was interpolated from observed gravity values.
 AB1213
 AB1213;                    North         East    Units  Estimated Accuracy
 AB1213;SPC TX S     - 5,047,140.      413,750.      MT  (+/- 180 meters Scaled)
 AB1213
 AB1213                          SUPERSEDED SURVEY CONTROL
 AB1213
 AB1213.No superseded survey control is available for this station.
 AB1213
 AB1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP637864(NAD 83)
 AB1213_MARKER: I = METAL ROD
 AB1213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1213_SP_SET: STAINLESS STEEL ROD
 AB1213_STAMPING: U 1435 1982
 AB1213_MARK LOGO: NGS   
 AB1213_PROJECTION: FLUSH
 AB1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1213_ROD/PIPE-DEPTH: 9.7  meters
 AB1213
 AB1213  HISTORY     - Date     Condition        Report By
 AB1213  HISTORY     - 1982     MONUMENTED       NGS
 AB1213  HISTORY     - 19910424 GOOD             USPSQD
 AB1213  HISTORY     - 19930210 GOOD             USPSQD
 AB1213
 AB1213                          STATION DESCRIPTION
 AB1213
 AB1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1213'16.8 KM (10.45 MI) WEST FROM PORT ISABEL.
 AB1213'16.8 KM (10.45 MI) WEST ALONG STATE HIGHWAY 100 FROM THE OLD PORT
 AB1213'ISABEL LIGHTHOUSE, IN PORT ISABEL AT A POINT ABOUT MIDWAY INTO A LONG
 AB1213'CURVE IN THE HIGHWAY, THE MARK IS SET IN THE NORTHWEST HIGHWAY
 AB1213'RIGHT-OF-WAY FENCE LINE, 31.0 METERS (102.0 FT) NORTHWEST OF THE
 AB1213'CENTERLINE OF HIGHWAY 100, 16.0 METERS (52.5 FT) NORTH NORTHWEST OF A
 AB1213'POWERLINE POLE WITH A GUY WIRE TO THE NORTHWEST, 0.6 METER (2.0 FT)
 AB1213'NORTHEAST OF AN EXTENDED LINE OF THE POWERLINE POLE AND GUY WIRE, AND
 AB1213'0.3 METER (1.0 FT) SOUTHEAST OF THE FENCE LINE.
 AB1213'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AB1213'THE MARK IS ABOVE LEVEL WITH HIGHWAY 100.
 AB1213
 AB1213                          STATION RECOVERY (1991)
 AB1213
 AB1213'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1213'RECOVERED IN GOOD CONDITION.
 AB1213
 AB1213                          STATION RECOVERY (1993)
 AB1213
 AB1213'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0539 ***********************************************************************
 AZ0539  DESIGNATION -  U 1436
 AZ0539  PID         -  AZ0539
 AZ0539  STATE/COUNTY-  TX/KINNEY
 AZ0539  USGS QUAD   -  STANDART (1979)
 AZ0539
 AZ0539                         *CURRENT SURVEY CONTROL
 AZ0539  ___________________________________________________________________
 AZ0539* NAD 83(1986)-  29 16 22.     (N)    100 34 27.     (W)     SCALED    
 AZ0539* NAVD 88     -       320.023  (meters)    1049.94   (feet)  ADJUSTED  
 AZ0539  ___________________________________________________________________
 AZ0539  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0539  DYNAMIC HT  -         319.553 (meters)    1048.40  (feet)  COMP
 AZ0539  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 AZ0539
 AZ0539  VERT ORDER  -  FIRST     CLASS II
 AZ0539
 AZ0539.The horizontal coordinates were scaled from a topographic map and have
 AZ0539.an estimated accuracy of +/- 6 seconds.
 AZ0539
 AZ0539.The orthometric height was determined by differential leveling
 AZ0539.and adjusted by the National Geodetic Survey in June 1991..
 AZ0539
 AZ0539.The geoid height was determined by GEOID03.
 AZ0539
 AZ0539.The dynamic height is computed by dividing the NAVD 88
 AZ0539.geopotential number by the normal gravity value computed on the
 AZ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0539.degrees latitude (g = 980.6199 gals.).
 AZ0539
 AZ0539.The modeled gravity was interpolated from observed gravity values.
 AZ0539
 AZ0539;                    North         East    Units  Estimated Accuracy
 AZ0539;SPC TXSC     - 4,160,560.      447,050.      MT  (+/- 180 meters Scaled)
 AZ0539
 AZ0539                          SUPERSEDED SURVEY CONTROL
 AZ0539
 AZ0539.No superseded survey control is available for this station.
 AZ0539
 AZ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT470392(NAD 83)
 AZ0539_MARKER: I = METAL ROD
 AZ0539_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0539_SP_SET: STAINLESS STEEL ROD
 AZ0539_STAMPING: U 1436 1982
 AZ0539_MARK LOGO: NGS   
 AZ0539_PROJECTION: RECESSED 3 CENTIMETERS
 AZ0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0539_ROD/PIPE-DEPTH: 2.4  meters
 AZ0539
 AZ0539  HISTORY     - Date     Condition        Report By
 AZ0539  HISTORY     - 1982     MONUMENTED       NGS
 AZ0539  HISTORY     - 19960223 GOOD             USPSQD
 AZ0539
 AZ0539                          STATION DESCRIPTION
 AZ0539
 AZ0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0539'20.0 KM (12.5 MI) NW FROM SPOFFORD.
 AZ0539'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0539'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 11.8 KM (7.35 MI) NORTHWEST
 AZ0539'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0539'RAILROAD TRACKS TO A RAILROAD CROSSING, THENCE 8.0 KM (5.0 MI)
 AZ0539'NORTHWEST ALONG THE GRAVELED ROAD ON THE NORTHEAST SIDE OF THE
 AZ0539'RAILROAD TRACKS, AT THE PINTO MICROWAVE STATION BUILDING, 13.5 METERS
 AZ0539'(44.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE
 AZ0539'SOUTHERN PACIFIC RAILROAD, 7.3 METERS (24.0 FT) SOUTHWEST OF THE
 AZ0539'CENTER OF THE GRAVEL ROAD, 6.1 METERS (20.5 FT) NORTHWEST OF THE
 AZ0539'NORTHWEST CORNER OF THE STATION BUILDING, 4.5 METERS (15.0 FT) NORTH
 AZ0539'OF THE NORTHWEST END OF A 1.2 METERS (4.0 FT) DIAMETER STEEL CULVERT
 AZ0539'UNDER BUILDING, AND 0.6 METER (2.0 FT) WEST NORTHWEST OF A POWERLINE
 AZ0539'POLE WITH A METER ATTACHED.  NOTE, ROD WAS ANCHORED AT THIS DEPTH.
 AZ0539'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AZ0539'THE MARK IS 0.4 M BELOW GRAVELED ROAD.
 AZ0539
 AZ0539                          STATION RECOVERY (1996)
 AZ0539
 AZ0539'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1672 ***********************************************************************
 AY1672  DESIGNATION -  U 1437
 AY1672  PID         -  AY1672
 AY1672  STATE/COUNTY-  TX/BEXAR
 AY1672  USGS QUAD   -  VAN RAUB (1991)
 AY1672
 AY1672                         *CURRENT SURVEY CONTROL
 AY1672  ___________________________________________________________________
 AY1672* NAD 83(1986)-  29 42 58.     (N)    098 39 44.     (W)     SCALED    
 AY1672* NAVD 88     -       415.662  (meters)    1363.72   (feet)  ADJUSTED  
 AY1672  ___________________________________________________________________
 AY1672  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AY1672  DYNAMIC HT  -         415.056 (meters)    1361.73  (feet)  COMP
 AY1672  MODELED GRAV-     979,171.5   (mgal)                       NAVD 88
 AY1672
 AY1672  VERT ORDER  -  FIRST     CLASS II
 AY1672
 AY1672.The horizontal coordinates were scaled from a topographic map and have
 AY1672.an estimated accuracy of +/- 6 seconds.
 AY1672
 AY1672.The orthometric height was determined by differential leveling
 AY1672.and adjusted by the National Geodetic Survey in June 1991..
 AY1672
 AY1672.The geoid height was determined by GEOID03.
 AY1672
 AY1672.The dynamic height is computed by dividing the NAVD 88
 AY1672.geopotential number by the normal gravity value computed on the
 AY1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1672.degrees latitude (g = 980.6199 gals.).
 AY1672
 AY1672.The modeled gravity was interpolated from observed gravity values.
 AY1672
 AY1672;                    North         East    Units  Estimated Accuracy
 AY1672;SPC TXSC     - 4,208,710.      632,680.      MT  (+/- 180 meters Scaled)
 AY1672
 AY1672                          SUPERSEDED SURVEY CONTROL
 AY1672
 AY1672.No superseded survey control is available for this station.
 AY1672
 AY1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT326873(NAD 83)
 AY1672_MARKER: DB = BENCH MARK DISK
 AY1672_SETTING: 66 = SET IN ROCK OUTCROP
 AY1672_SP_SET: ROCK OUTCROP
 AY1672_STAMPING: U 1437 1982
 AY1672_MARK LOGO: NGS   
 AY1672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1672+STABILITY: POSITION/ELEVATION WELL
 AY1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1672+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 AY1672
 AY1672  HISTORY     - Date     Condition        Report By
 AY1672  HISTORY     - 1982     MONUMENTED       NGS
 AY1672  HISTORY     - 1990     GOOD             USPSQD
 AY1672  HISTORY     - 20040325 GOOD             GEOCAC
 AY1672
 AY1672                          STATION DESCRIPTION
 AY1672
 AY1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1672'13.5 KM (6.8 MI) SE FROM BOERNE.
 AY1672'2.6 KM (1.65 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1672'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 10.9 KM
 AY1672'(5.15 MI) SOUTHEAST ALONG THE EAST FRONTAGE ROAD, AT THE SOUTHEAST END
 AY1672'OF A GUARD RAIL ON THE SOUTHEAST SIDE OF THE FRONTAGE ROAD, THE DISK
 AY1672'IS SET IN THE TOP OF ROCK OUTCROP 0.3 METER (1.0 FT) SOUTH OF THE
 AY1672'NORTH EDGE OF THE LEDGE, ALSO 0.5 KM (0.35 MI) SOUTHEAST OF THE
 AY1672'JUNCTION OF FAIR OAKS PARKWAY LEADING NORTHEAST, 16.9 METERS (55.5 FT)
 AY1672'EAST NORTHEAST OF THE CENTER OF THE EAST FRONTAGE ROAD, 1.2 METERS
 AY1672'(4.0 FT) EAST NORTHEAST OF THE EAST RIGHT OF WAY FENCE LINE,
 AY1672'6.7 METERS (22.0 FT) SOUTHEAST OF A 3.0 METERS (10.0 FT) STEEL POST
 AY1672'WITH SIGNS MARKING A TELEPHONE UNDERGROUND CABLE ROUTE, 20.5 METERS
 AY1672'(67.5 FT) NORTHWEST OF THE WEST 1 OF 7 POLES SUPPORTING A LARGE
 AY1672'STUCKEYS SIGN, AND 11.7 METERS (38.5 FT) NORTHEAST OF A GUARD RAIL
 AY1672'POST AT THE SOUTHEAST END OF THE RAIL.
 AY1672'THE MARK IS 6.4 METERS  NNW FROM A WITNESS POST.
 AY1672'THE MARK IS 0.3 M BELOW FRONTAGE ROAD.
 AY1672
 AY1672                          STATION RECOVERY (1990)
 AY1672
 AY1672'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1672'RECOVERED IN GOOD CONDITION.
 AY1672
 AY1672                          STATION RECOVERY (2004)
 AY1672
 AY1672'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AY1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0519 ***********************************************************************
 AO0519  DESIGNATION -  U 1438
 AO0519  PID         -  AO0519
 AO0519  STATE/COUNTY-  TX/DIMMIT
 AO0519  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0519
 AO0519                         *CURRENT SURVEY CONTROL
 AO0519  ___________________________________________________________________
 AO0519* NAD 83(1986)-  28 30 38.     (N)    099 50 53.     (W)     SCALED    
 AO0519* NAVD 88     -       181.661  (meters)     596.00   (feet)  ADJUSTED  
 AO0519  ___________________________________________________________________
 AO0519  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AO0519  DYNAMIC HT  -         181.388 (meters)     595.10  (feet)  COMP
 AO0519  MODELED GRAV-     979,138.7   (mgal)                       NAVD 88
 AO0519
 AO0519  VERT ORDER  -  FIRST     CLASS II
 AO0519
 AO0519.The horizontal coordinates were scaled from a topographic map and have
 AO0519.an estimated accuracy of +/- 6 seconds.
 AO0519
 AO0519.The orthometric height was determined by differential leveling
 AO0519.and adjusted by the National Geodetic Survey in June 1991..
 AO0519
 AO0519.The geoid height was determined by GEOID03.
 AO0519
 AO0519.The dynamic height is computed by dividing the NAVD 88
 AO0519.geopotential number by the normal gravity value computed on the
 AO0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0519.degrees latitude (g = 980.6199 gals.).
 AO0519
 AO0519.The modeled gravity was interpolated from observed gravity values.
 AO0519
 AO0519;                    North         East    Units  Estimated Accuracy
 AO0519;SPC TXSC     - 4,075,360.      516,980.      MT  (+/- 180 meters Scaled)
 AO0519
 AO0519                          SUPERSEDED SURVEY CONTROL
 AO0519
 AO0519.No superseded survey control is available for this station.
 AO0519
 AO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS170540(NAD 83)
 AO0519_MARKER: I = METAL ROD
 AO0519_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0519+WITH SETTING: INFORMATION.
 AO0519_SP_SET: SHALLOW SET METAL ROD
 AO0519_STAMPING: U 1438 1982
 AO0519_MARK LOGO: NGS   
 AO0519_PROJECTION: FLUSH
 AO0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0519_ROD/PIPE-DEPTH: 3.9  meters
 AO0519
 AO0519  HISTORY     - Date     Condition        Report By
 AO0519  HISTORY     - 1982     MONUMENTED       NGS
 AO0519  HISTORY     - 19970531 GOOD             USPSQD
 AO0519
 AO0519                          STATION DESCRIPTION
 AO0519
 AO0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0519'2.3 KM (1.4 MI) SE FROM CARRIZO SPRINGS.
 AO0519'ONE BLOCK SOUTHEAST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0519'SPRINGS, THENCE 0.5 KM (0.3 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 277
 AO0519'TO THE JUNCTION OF U.S. HIGHWAY 277 AND U.S. HIGHWAY 83, THENCE 1.8 KM
 AO0519'(1.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 AT THE BALIA INN, 30.2 METERS
 AO0519'(99.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20.4 METERS
 AO0519'(67.0 FT) SOUTH OF THE WEST CORNER OF THE BALIA INN.  3.5 METERS
 AO0519'(11.5 FT) SOUTHWEST OF A WOVEN WIRE FENCE AROUND SWIMMING POOL, AND
 AO0519'0.9 METER (3.0 FT) SOUTHEAST OF A LIGHT POLE.
 AO0519'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0519
 AO0519                          STATION RECOVERY (1997)
 AO0519
 AO0519'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0155 ***********************************************************************
 AP0155  DESIGNATION -  U 1439
 AP0155  PID         -  AP0155
 AP0155  STATE/COUNTY-  TX/MAVERICK
 AP0155  USGS QUAD   -  QUEMADO SE (1974)
 AP0155
 AP0155                         *CURRENT SURVEY CONTROL
 AP0155  ___________________________________________________________________
 AP0155* NAD 83(1986)-  28 50 33.     (N)    100 31 45.     (W)     SCALED    
 AP0155* NAVD 88     -       265.221  (meters)     870.15   (feet)  ADJUSTED  
 AP0155  ___________________________________________________________________
 AP0155  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AP0155  DYNAMIC HT  -         264.828 (meters)     868.86  (feet)  COMP
 AP0155  MODELED GRAV-     979,156.9   (mgal)                       NAVD 88
 AP0155
 AP0155  VERT ORDER  -  FIRST     CLASS II
 AP0155
 AP0155.The horizontal coordinates were scaled from a topographic map and have
 AP0155.an estimated accuracy of +/- 6 seconds.
 AP0155
 AP0155.The orthometric height was determined by differential leveling
 AP0155.and adjusted by the National Geodetic Survey in June 1991..
 AP0155
 AP0155.The geoid height was determined by GEOID03.
 AP0155
 AP0155.The dynamic height is computed by dividing the NAVD 88
 AP0155.geopotential number by the normal gravity value computed on the
 AP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0155.degrees latitude (g = 980.6199 gals.).
 AP0155
 AP0155.The modeled gravity was interpolated from observed gravity values.
 AP0155
 AP0155;                    North         East    Units  Estimated Accuracy
 AP0155;SPC TXSC     - 4,112,820.      450,790.      MT  (+/- 180 meters Scaled)
 AP0155
 AP0155                          SUPERSEDED SURVEY CONTROL
 AP0155
 AP0155.No superseded survey control is available for this station.
 AP0155
 AP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS508914(NAD 83)
 AP0155_MARKER: I = METAL ROD
 AP0155_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AP0155_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AP0155_STAMPING: U 1439 1982
 AP0155_MARK LOGO: NGS   
 AP0155_PROJECTION: RECESSED 3 CENTIMETERS
 AP0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AP0155+STABILITY: POSITION/ELEVATION WELL
 AP0155_ROD/PIPE-DEPTH: 9.8  meters
 AP0155_SLEEVE-DEPTH  : 7.5 meters
 AP0155
 AP0155  HISTORY     - Date     Condition        Report By
 AP0155  HISTORY     - 1982     MONUMENTED       NGS
 AP0155
 AP0155                          STATION DESCRIPTION
 AP0155
 AP0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0155'16.4 KM (10.2 MI) NORTH FROM EAGLE PASS.
 AP0155'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE AT
 AP0155'EAGLE PASS, THENCE 16.15 KM (10.05 MI) NORTH ALONG CEYLON STREET AND
 AP0155'U.S. HIGHWAY 277, AT THE JUNCTION OF FARM ROAD 1907, SET NEAR THE
 AP0155'VERTEX OF AN ANGLE SHAPED AREA FORMED BY A BARBED WIRE FENCE LINE
 AP0155'LEADING EAST AND A ROW OF SEVENTEEN WOODEN POSTS LEADING NORTHEAST,
 AP0155'38.7 METERS (127.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AP0155'14.6 METERS (48.0 FT) SOUTHEAST OF THE CENTER OF THE FARM ROAD,
 AP0155'39.2 METERS (128.5 FT) WEST OF A CUT OFF POWER LINE POLE WITH A
 AP0155'TRANSFORMER, LIGHT, AND TWO GUY WIRES, 23.8 METERS (78.0 FT) SOUTHWEST
 AP0155'OF A POWERLINE POLE INTERSECTION, 7.5 METERS (24.7 FT) EAST NORTHEAST
 AP0155'THE FIRST POWERLINE POLE SOUTHWEST OF THE POWERLINE INTERSECTION, AND
 AP0155'3.4 METERS (11.0 FT) NORTH OF THE FENCE LINE.
 AP0155'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 AP0155'THE MARK IS 0.3 M BELOW FARM ROAD 1907.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0069 ***********************************************************************
 CC0069  DESIGNATION -  U 144
 CC0069  PID         -  CC0069
 CC0069  STATE/COUNTY-  TX/ECTOR
 CC0069  USGS QUAD   -  ODESSA SE (1981)
 CC0069
 CC0069                         *CURRENT SURVEY CONTROL
 CC0069  ___________________________________________________________________
 CC0069* NAD 83(1986)-  31 51 03.     (N)    102 22 28.     (W)     SCALED    
 CC0069* NAVD 88     -       888.898  (meters)    2916.33   (feet)  ADJUSTED  
 CC0069  ___________________________________________________________________
 CC0069  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0069  DYNAMIC HT  -         887.641 (meters)    2912.20  (feet)  COMP
 CC0069  MODELED GRAV-     979,195.1   (mgal)                       NAVD 88
 CC0069
 CC0069  VERT ORDER  -  FIRST     CLASS II
 CC0069
 CC0069.The horizontal coordinates were scaled from a topographic map and have
 CC0069.an estimated accuracy of +/- 6 seconds.
 CC0069
 CC0069.The orthometric height was determined by differential leveling
 CC0069.and adjusted by the National Geodetic Survey in June 1991..
 CC0069
 CC0069.The geoid height was determined by GEOID03.
 CC0069
 CC0069.The dynamic height is computed by dividing the NAVD 88
 CC0069.geopotential number by the normal gravity value computed on the
 CC0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0069.degrees latitude (g = 980.6199 gals.).
 CC0069
 CC0069.The modeled gravity was interpolated from observed gravity values.
 CC0069
 CC0069;                    North         East    Units  Estimated Accuracy
 CC0069;SPC TX C     - 3,243,910.      506,830.      MT  (+/- 180 meters Scaled)
 CC0069
 CC0069                          SUPERSEDED SURVEY CONTROL
 CC0069
 CC0069  NGVD 29 (??/??/92)  888.505  (m)         2915.04   (f) ADJ UNCH    1 2
 CC0069
 CC0069.Superseded values are not recommended for survey control.
 CC0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0069.See file dsdata.txt to determine how the superseded data were derived.
 CC0069
 CC0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR484269(NAD 83)
 CC0069_MARKER: DB = BENCH MARK DISK
 CC0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0069_SP_SET: BUILDING
 CC0069_STAMPING: 2915.257 U 144 1934
 CC0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0069
 CC0069  HISTORY     - Date     Condition        Report By
 CC0069  HISTORY     - 1934     MONUMENTED       CGS
 CC0069  HISTORY     - 1957     GOOD             NGS
 CC0069  HISTORY     - 20010202 MARK NOT FOUND   USPSQD
 CC0069
 CC0069                          STATION DESCRIPTION
 CC0069
 CC0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0069'IN ODESSA.
 CC0069'ABOUT 1 MILE NORTHWEST OF THE CENTER OF ODESSA, AT THE APPROXIMATE
 CC0069'INTERSECTION OF NORTH LINCOLN AND 9TH STREET, IN THE SOUTHEAST WALL OF
 CC0069'THE HIGH-SCHOOL BUILDING AND ABOUT 3 FEET ABOVE THE GROUND.  A
 CC0069'STANDARD DISK STAMPED 2915.257 U 144 1934 AND SET VERTICALLY IN THE
 CC0069'BRICK WALL.
 CC0069
 CC0069                          STATION RECOVERY (2001)
 CC0069
 CC0069'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1626 ***********************************************************************
 AY1626  DESIGNATION -  U 1440
 AY1626  PID         -  AY1626
 AY1626  STATE/COUNTY-  TX/MEDINA
 AY1626  USGS QUAD   -  CASTROVILLE (1982)
 AY1626
 AY1626                         *CURRENT SURVEY CONTROL
 AY1626  ___________________________________________________________________
 AY1626* NAD 83(1986)-  29 21 21.     (N)    098 52 47.     (W)     SCALED    
 AY1626* NAVD 88     -       232.112  (meters)     761.52   (feet)  ADJUSTED  
 AY1626  ___________________________________________________________________
 AY1626  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AY1626  DYNAMIC HT  -         231.776 (meters)     760.42  (feet)  COMP
 AY1626  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 AY1626
 AY1626  VERT ORDER  -  FIRST     CLASS II
 AY1626
 AY1626.The horizontal coordinates were scaled from a topographic map and have
 AY1626.an estimated accuracy of +/- 6 seconds.
 AY1626
 AY1626.The orthometric height was determined by differential leveling
 AY1626.and adjusted by the National Geodetic Survey in June 1991..
 AY1626
 AY1626.The geoid height was determined by GEOID03.
 AY1626
 AY1626.The dynamic height is computed by dividing the NAVD 88
 AY1626.geopotential number by the normal gravity value computed on the
 AY1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1626.degrees latitude (g = 980.6199 gals.).
 AY1626
 AY1626.The modeled gravity was interpolated from observed gravity values.
 AY1626
 AY1626;                    North         East    Units  Estimated Accuracy
 AY1626;SPC TXSC     - 4,168,740.      611,680.      MT  (+/- 180 meters Scaled)
 AY1626
 AY1626                          SUPERSEDED SURVEY CONTROL
 AY1626
 AY1626.No superseded survey control is available for this station.
 AY1626
 AY1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT116474(NAD 83)
 AY1626_MARKER: I = METAL ROD
 AY1626_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1626_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1626_STAMPING: U 1440 1982
 AY1626_MARK LOGO: NGS   
 AY1626_PROJECTION: FLUSH
 AY1626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1626+STABILITY: POSITION/ELEVATION WELL
 AY1626_ROD/PIPE-DEPTH: 9.8  meters
 AY1626_SLEEVE-DEPTH  : 7.0 meters
 AY1626
 AY1626  HISTORY     - Date     Condition        Report By
 AY1626  HISTORY     - 1982     MONUMENTED       NGS
 AY1626  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1626  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AY1626  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AY1626
 AY1626                          STATION DESCRIPTION
 AY1626
 AY1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1626'IN CASTROVILLE.
 AY1626'IN CASTROVILLE, AT THE ST. LOUIS CATHOLIC CHURCH, IN THE NORTHEAST
 AY1626'LAWN OF THE CHURCH PROPERTY, 23.8 METERS (78.0 FT) NORTHWEST OF THE
 AY1626'NORTHWEST FACE OF CHURCH BULLETIN BOARD, 9.1 METERS (30.0 FT)
 AY1626'SOUTHWEST OF A STREET, 2.7 METERS (9.0 FT) SOUTHWEST OF SOUTHWEST EDGE
 AY1626'OF A STREET SIDEWALK, 22.3 METERS (73.0 FT) NORTHEAST OF THE NORTH
 AY1626'CORNER OF CHURCH, AND 23.2 METERS (76.0 FT) NORTH OF THE CENTER OF THE
 AY1626'CHURCH ENTRANCE DOORS.
 AY1626'THE MARK IS ABOVE LEVEL WITH STREET.
 AY1626
 AY1626                          STATION RECOVERY (1995)
 AY1626
 AY1626'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1626'MARK NOT FOUND.
 AY1626
 AY1626                          STATION RECOVERY (1997)
 AY1626
 AY1626'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1626'MARK NOT FOUND.
 AY1626
 AY1626                          STATION RECOVERY (2002)
 AY1626
 AY1626'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0563 ***********************************************************************
 BN0563  DESIGNATION -  U 1441
 BN0563  PID         -  BN0563
 BN0563  STATE/COUNTY-  TX/MASON
 BN0563  USGS QUAD   -  PURDY HILL (1979)
 BN0563
 BN0563                         *CURRENT SURVEY CONTROL
 BN0563  ___________________________________________________________________
 BN0563* NAD 83(1986)-  30 46 09.     (N)    099 14 54.     (W)     SCALED    
 BN0563* NAVD 88     -       482.349  (meters)    1582.51   (feet)  ADJUSTED  
 BN0563  ___________________________________________________________________
 BN0563  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BN0563  DYNAMIC HT  -         481.691 (meters)    1580.35  (feet)  COMP
 BN0563  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 BN0563
 BN0563  VERT ORDER  -  FIRST     CLASS II
 BN0563
 BN0563.The horizontal coordinates were scaled from a topographic map and have
 BN0563.an estimated accuracy of +/- 6 seconds.
 BN0563
 BN0563.The orthometric height was determined by differential leveling
 BN0563.and adjusted by the National Geodetic Survey in June 1991..
 BN0563
 BN0563.The geoid height was determined by GEOID03.
 BN0563
 BN0563.The dynamic height is computed by dividing the NAVD 88
 BN0563.geopotential number by the normal gravity value computed on the
 BN0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0563.degrees latitude (g = 980.6199 gals.).
 BN0563
 BN0563.The modeled gravity was interpolated from observed gravity values.
 BN0563
 BN0563;                    North         East    Units  Estimated Accuracy
 BN0563;SPC TX C     - 3,122,720.      803,860.      MT  (+/- 180 meters Scaled)
 BN0563
 BN0563                          SUPERSEDED SURVEY CONTROL
 BN0563
 BN0563.No superseded survey control is available for this station.
 BN0563
 BN0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV762040(NAD 83)
 BN0563_MARKER: I = METAL ROD
 BN0563_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0563_SP_SET: STAINLESS STEEL ROD
 BN0563_STAMPING: U 1441 1982
 BN0563_MARK LOGO: NGS   
 BN0563_PROJECTION: FLUSH
 BN0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0563+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0563_ROD/PIPE-DEPTH: 6.7  meters
 BN0563
 BN0563  HISTORY     - Date     Condition        Report By
 BN0563  HISTORY     - 1982     MONUMENTED       NGS
 BN0563  HISTORY     - 19960213 GOOD             USPSQD
 BN0563  HISTORY     - 20060318 GOOD             USPSQD
 BN0563
 BN0563                          STATION DESCRIPTION
 BN0563
 BN0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0563'3.45 KM (2.15 MI) NORTH FROM MASON.
 BN0563'3.45 KM (2.15 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 BN0563'MASON, 0.7 KM (0.45 MI) NORTH OF THE JUNCTION OF U.S. HIGHWAY 87 AND
 BN0563'U.S. HIGHWAY 377, SET AT A POWERLINE CROSSING, 18.2 METERS (60.0 FT)
 BN0563'WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER (3.0 FT)
 BN0563'NORTH NORTHWEST OF A POWER POLE GUY WIRE, 8.8 METERS (29.0 FT) NORTH
 BN0563'NORTHEAST OF A POWER POLE WITH LINES CROSSING THE HIGHWAY, AND
 BN0563'0.3 METER (1.0 FT) NORTHEAST OF RIGHT-OF-WAY FENCE, NOTE, ROD DRIVEN
 BN0563'TO REFUSAL.
 BN0563'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BN0563'THE MARK IS 1.3 M BELOW HIGHWAY.
 BN0563
 BN0563                          STATION RECOVERY (1996)
 BN0563
 BN0563'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0563'RECOVERED IN GOOD CONDITION.
 BN0563
 BN0563                          STATION RECOVERY (2006)
 BN0563
 BN0563'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0563'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0717 ***********************************************************************
 CB0717  DESIGNATION -  U 1442
 CB0717  PID         -  CB0717
 CB0717  STATE/COUNTY-  TX/IRION
 CB0717  USGS QUAD   -  SUGGS (1971)
 CB0717
 CB0717                         *CURRENT SURVEY CONTROL
 CB0717  ___________________________________________________________________
 CB0717* NAD 83(1986)-  31 07 30.     (N)    101 05 34.     (W)     SCALED    
 CB0717* NAVD 88     -       758.701  (meters)    2489.17   (feet)  ADJUSTED  
 CB0717  ___________________________________________________________________
 CB0717  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CB0717  DYNAMIC HT  -         757.612 (meters)    2485.60  (feet)  COMP
 CB0717  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 CB0717
 CB0717  VERT ORDER  -  FIRST     CLASS II
 CB0717
 CB0717.The horizontal coordinates were scaled from a topographic map and have
 CB0717.an estimated accuracy of +/- 6 seconds.
 CB0717
 CB0717.The orthometric height was determined by differential leveling
 CB0717.and adjusted by the National Geodetic Survey in June 1991..
 CB0717
 CB0717.The geoid height was determined by GEOID03.
 CB0717
 CB0717.The dynamic height is computed by dividing the NAVD 88
 CB0717.geopotential number by the normal gravity value computed on the
 CB0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0717.degrees latitude (g = 980.6199 gals.).
 CB0717
 CB0717.The modeled gravity was interpolated from observed gravity values.
 CB0717
 CB0717;                    North         East    Units  Estimated Accuracy
 CB0717;SPC TX C     - 3,161,910.      627,570.      MT  (+/- 180 meters Scaled)
 CB0717
 CB0717                          SUPERSEDED SURVEY CONTROL
 CB0717
 CB0717.No superseded survey control is available for this station.
 CB0717
 CB0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV004453(NAD 83)
 CB0717_MARKER: I = METAL ROD
 CB0717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0717_SP_SET: STAINLESS STEEL ROD
 CB0717_STAMPING: U 1442 1981
 CB0717_MARK LOGO: NGS   
 CB0717_PROJECTION: FLUSH
 CB0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0717_ROD/PIPE-DEPTH: 3.4  meters
 CB0717
 CB0717  HISTORY     - Date     Condition        Report By
 CB0717  HISTORY     - 1981     MONUMENTED       NGS
 CB0717
 CB0717                          STATION DESCRIPTION
 CB0717
 CB0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0717'33.7 KM (20.95 MI) SW FROM MERTZON.
 CB0717'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0717'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0717'67, THENCE 22.6 KM (14.05 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0717'AND SANTA FE RAILROAD, 13.3 METERS (43.6 FT) NORTH-NORTHEAST OF THE
 CB0717'NEAR RAIL, 12.2 METERS (40.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 CB0717'DIRT ROAD AND 1.0 METER (3.3 FT) WEST-NORTHWEST OF A UTILITY POLE.
 CB0717'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0717'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0463 ***********************************************************************
 AZ0463  DESIGNATION -  U 1443
 AZ0463  PID         -  AZ0463
 AZ0463  STATE/COUNTY-  TX/VAL VERDE
 AZ0463  USGS QUAD   -  MIERS RANCH (1972)
 AZ0463
 AZ0463                         *CURRENT SURVEY CONTROL
 AZ0463  ___________________________________________________________________
 AZ0463* NAD 83(1986)-  29 40 34.     (N)    100 51 03.     (W)     SCALED    
 AZ0463* NAVD 88     -       513.472  (meters)    1684.62   (feet)  ADJUSTED  
 AZ0463  ___________________________________________________________________
 AZ0463  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0463  DYNAMIC HT  -         512.714 (meters)    1682.13  (feet)  COMP
 AZ0463  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 AZ0463
 AZ0463  VERT ORDER  -  FIRST     CLASS II
 AZ0463
 AZ0463.The horizontal coordinates were scaled from a topographic map and have
 AZ0463.an estimated accuracy of +/- 6 seconds.
 AZ0463
 AZ0463.The orthometric height was determined by differential leveling
 AZ0463.and adjusted by the National Geodetic Survey in June 1991..
 AZ0463
 AZ0463.The geoid height was determined by GEOID03.
 AZ0463
 AZ0463.The dynamic height is computed by dividing the NAVD 88
 AZ0463.geopotential number by the normal gravity value computed on the
 AZ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0463.degrees latitude (g = 980.6199 gals.).
 AZ0463
 AZ0463.The modeled gravity was interpolated from observed gravity values.
 AZ0463
 AZ0463;                    North         East    Units  Estimated Accuracy
 AZ0463;SPC TXSC     - 4,205,650.      420,870.      MT  (+/- 180 meters Scaled)
 AZ0463
 AZ0463                          SUPERSEDED SURVEY CONTROL
 AZ0463
 AZ0463.No superseded survey control is available for this station.
 AZ0463
 AZ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT208843(NAD 83)
 AZ0463_MARKER: DB = BENCH MARK DISK
 AZ0463_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0463_SP_SET: ROCK OUTCROP
 AZ0463_STAMPING: U 1443 1981
 AZ0463_MARK LOGO: NGS   
 AZ0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0463+STABILITY: POSITION/ELEVATION WELL
 AZ0463
 AZ0463  HISTORY     - Date     Condition        Report By
 AZ0463  HISTORY     - 1981     MONUMENTED       NGS
 AZ0463  HISTORY     - 19990525 GOOD             USPSQD
 AZ0463
 AZ0463                          STATION DESCRIPTION
 AZ0463
 AZ0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0463'29.3 KM (18.2 MI) NORTH FROM DEL RIO.
 AZ0463'29.3 KM (18.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0463'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN THE TOP
 AZ0463'OF A 2 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI)
 AZ0463'SOUTHWEST OF A POWERLINE CROSSING, 12.2 METERS (40.0 FT) NORTHWEST OF
 AZ0463'THE CENTERLINE OF THE HIGHWAY AND 10.5 METERS (34.4 FT) SOUTHEAST OF A
 AZ0463'FENCE.
 AZ0463'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 AZ0463'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0463
 AZ0463                          STATION RECOVERY (1999)
 AZ0463
 AZ0463'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0490 ***********************************************************************
 AZ0490  DESIGNATION -  U 1444
 AZ0490  PID         -  AZ0490
 AZ0490  STATE/COUNTY-  TX/EDWARDS
 AZ0490  USGS QUAD   -  BLACK WATERHOLE (1971)
 AZ0490
 AZ0490                         *CURRENT SURVEY CONTROL
 AZ0490  ___________________________________________________________________
 AZ0490* NAD 83(1986)-  29 59 56.     (N)    100 28 38.     (W)     SCALED    
 AZ0490* NAVD 88     -       682.957  (meters)    2240.67   (feet)  ADJUSTED  
 AZ0490  ___________________________________________________________________
 AZ0490  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 AZ0490  DYNAMIC HT  -         681.944 (meters)    2237.34  (feet)  COMP
 AZ0490  MODELED GRAV-     979,137.0   (mgal)                       NAVD 88
 AZ0490
 AZ0490  VERT ORDER  -  FIRST     CLASS II
 AZ0490
 AZ0490.The horizontal coordinates were scaled from a topographic map and have
 AZ0490.an estimated accuracy of +/- 6 seconds.
 AZ0490
 AZ0490.The orthometric height was determined by differential leveling
 AZ0490.and adjusted by the National Geodetic Survey in June 1991..
 AZ0490
 AZ0490.The geoid height was determined by GEOID03.
 AZ0490
 AZ0490.The dynamic height is computed by dividing the NAVD 88
 AZ0490.geopotential number by the normal gravity value computed on the
 AZ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0490.degrees latitude (g = 980.6199 gals.).
 AZ0490
 AZ0490.The modeled gravity was interpolated from observed gravity values.
 AZ0490
 AZ0490;                    North         East    Units  Estimated Accuracy
 AZ0490;SPC TXSC     - 4,240,910.      457,480.      MT  (+/- 180 meters Scaled)
 AZ0490
 AZ0490                          SUPERSEDED SURVEY CONTROL
 AZ0490
 AZ0490.No superseded survey control is available for this station.
 AZ0490
 AZ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU575195(NAD 83)
 AZ0490_MARKER: DB = BENCH MARK DISK
 AZ0490_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0490_SP_SET: ROCK OUTCROP
 AZ0490_STAMPING: U 1444 1981
 AZ0490_MARK LOGO: NGS   
 AZ0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0490+STABILITY: POSITION/ELEVATION WELL
 AZ0490
 AZ0490  HISTORY     - Date     Condition        Report By
 AZ0490  HISTORY     - 1981     MONUMENTED       NGS
 AZ0490
 AZ0490                          STATION DESCRIPTION
 AZ0490
 AZ0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0490'27.4 KM (17.05 MI) SW FROM ROCKSPRINGS.
 AZ0490'27.4 KM (17.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0490'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 4 BY 4 FT EXPOSED
 AZ0490'AREA OF OUTCROPPING BEDROCK, 12.0 METERS (39.4 FT) NORTH-NORTHWEST OF
 AZ0490'THE CENTERLINE OF THE HIGHWAY AND 6.8 METERS (22.3 FT) SOUTH-SOUTHEAST
 AZ0490'OF A FENCE.
 AZ0490'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AZ0490'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0417 ***********************************************************************
 BN0417  DESIGNATION -  U 1445
 BN0417  PID         -  BN0417
 BN0417  STATE/COUNTY-  TX/EDWARDS
 BN0417  USGS QUAD   -  BRADFORD CREEK (1971)
 BN0417
 BN0417                         *CURRENT SURVEY CONTROL
 BN0417  ___________________________________________________________________
 BN0417* NAD 83(1986)-  30 13 43.     (N)    099 59 54.     (W)     SCALED    
 BN0417* NAVD 88     -       593.513  (meters)    1947.22   (feet)  ADJUSTED  
 BN0417  ___________________________________________________________________
 BN0417  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BN0417  DYNAMIC HT  -         592.646 (meters)    1944.37  (feet)  COMP
 BN0417  MODELED GRAV-     979,162.4   (mgal)                       NAVD 88
 BN0417
 BN0417  VERT ORDER  -  FIRST     CLASS II
 BN0417
 BN0417.The horizontal coordinates were scaled from a topographic map and have
 BN0417.an estimated accuracy of +/- 6 seconds.
 BN0417
 BN0417.The orthometric height was determined by differential leveling
 BN0417.and adjusted by the National Geodetic Survey in June 1991..
 BN0417
 BN0417.The geoid height was determined by GEOID03.
 BN0417
 BN0417.The dynamic height is computed by dividing the NAVD 88
 BN0417.geopotential number by the normal gravity value computed on the
 BN0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0417.degrees latitude (g = 980.6199 gals.).
 BN0417
 BN0417.The modeled gravity was interpolated from observed gravity values.
 BN0417
 BN0417;                    North         East    Units  Estimated Accuracy
 BN0417;SPC TXSC     - 4,265,880.      503,900.      MT  (+/- 180 meters Scaled)
 BN0417
 BN0417                          SUPERSEDED SURVEY CONTROL
 BN0417
 BN0417.No superseded survey control is available for this station.
 BN0417
 BN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU039445(NAD 83)
 BN0417_MARKER: DB = BENCH MARK DISK
 BN0417_SETTING: 66 = SET IN ROCK OUTCROP
 BN0417_SP_SET: ROCK OUTCROP
 BN0417_STAMPING: U 1445 1981
 BN0417_MARK LOGO: NGS   
 BN0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0417
 BN0417  HISTORY     - Date     Condition        Report By
 BN0417  HISTORY     - 1981     MONUMENTED       NGS
 BN0417
 BN0417                          STATION DESCRIPTION
 BN0417
 BN0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0417'33.5 KM (20.8 MI) NE FROM ROCKSPRINGS.
 BN0417'33.5 KM (20.8 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BN0417'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 4 FT EXPOSED
 BN0417'AREA OF OUTCROPPING BEDROCK, 15.2 METERS (49.9 FT) SOUTH-SOUTHEAST OF
 BN0417'THE CENTERLINE OF THE HIGHWAY, 5.9 METERS (19.4 FT) EAST-SOUTHEAST OF
 BN0417'THE SOUTHEAST END OF A CONCRETE DRAINAGE PIPE, 5.4 METERS (17.7 FT)
 BN0417'NORTH-NORTHWEST OF A FENCE AND 3.3 METERS (10.8 FT) NORTHEAST OF THE
 BN0417'CENTER OF A CREEK BED.
 BN0417'THE MARK IS 0.2 METERS  ENE FROM A WITNESS POST.
 BN0417'THE MARK IS 24.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0740 ***********************************************************************
 CB0740  DESIGNATION -  U 1446
 CB0740  PID         -  CB0740
 CB0740  STATE/COUNTY-  TX/TOM GREEN
 CB0740  USGS QUAD   -  TANKERSLEY (1984)
 CB0740
 CB0740                         *CURRENT SURVEY CONTROL
 CB0740  ___________________________________________________________________
 CB0740* NAD 83(1986)-  31 20 48.     (N)    100 41 19.     (W)     SCALED    
 CB0740* NAVD 88     -       619.883  (meters)    2033.73   (feet)  ADJUSTED  
 CB0740  ___________________________________________________________________
 CB0740  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CB0740  DYNAMIC HT  -         619.030 (meters)    2030.93  (feet)  COMP
 CB0740  MODELED GRAV-     979,243.4   (mgal)                       NAVD 88
 CB0740
 CB0740  VERT ORDER  -  FIRST     CLASS II
 CB0740
 CB0740.The horizontal coordinates were scaled from a topographic map and have
 CB0740.an estimated accuracy of +/- 6 seconds.
 CB0740
 CB0740.The orthometric height was determined by differential leveling
 CB0740.and adjusted by the National Geodetic Survey in June 1991..
 CB0740
 CB0740.The geoid height was determined by GEOID03.
 CB0740
 CB0740.The dynamic height is computed by dividing the NAVD 88
 CB0740.geopotential number by the normal gravity value computed on the
 CB0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0740.degrees latitude (g = 980.6199 gals.).
 CB0740
 CB0740.The modeled gravity was interpolated from observed gravity values.
 CB0740
 CB0740;                    North         East    Units  Estimated Accuracy
 CB0740;SPC TX C     - 3,186,290.      666,200.      MT  (+/- 180 meters Scaled)
 CB0740
 CB0740                          SUPERSEDED SURVEY CONTROL
 CB0740
 CB0740.No superseded survey control is available for this station.
 CB0740
 CB0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV393692(NAD 83)
 CB0740_MARKER: I = METAL ROD
 CB0740_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0740+WITH SETTING: INFORMATION.
 CB0740_SP_SET: SHALLOW SET METAL ROD
 CB0740_STAMPING: U 1446 1981
 CB0740_MARK LOGO: NGS   
 CB0740_PROJECTION: FLUSH
 CB0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0740_ROD/PIPE-DEPTH: 2.1  meters
 CB0740
 CB0740  HISTORY     - Date     Condition        Report By
 CB0740  HISTORY     - 1981     MONUMENTED       NGS
 CB0740
 CB0740                          STATION DESCRIPTION
 CB0740
 CB0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0740'17.3 KM (10.75 MI) NE FROM MERTZON.
 CB0740'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0740'MERTZON, THENCE 17.2 KM (10.7 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 67,
 CB0740'0.1 KM (0.05 MI) EAST OF BRYANT CIRCLE ROAD, 0.1 KM (0.05 MI) WEST OF
 CB0740'RAILROAD MILEPOST 735, 13.8 METERS (45.3 FT) SOUTH-SOUTHEAST OF THE
 CB0740'CENTERLINE OF THE HIGHWAY, 12.2 METERS (40.0 FT) NORTH-NORTHWEST OF
 CB0740'THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 0.8
 CB0740'METER (2.6 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CB0740'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0740'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CB0740'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0772 ***********************************************************************
 CA0772  DESIGNATION -  U 1447
 CA0772  PID         -  CA0772
 CA0772  STATE/COUNTY-  TX/MCCULLOCH
 CA0772  USGS QUAD   -  NEEDLE CREEK (1970)
 CA0772
 CA0772                         *CURRENT SURVEY CONTROL
 CA0772  ___________________________________________________________________
 CA0772* NAD 83(1986)-  31 00 23.     (N)    099 31 34.     (W)     SCALED    
 CA0772* NAVD 88     -       566.981  (meters)    1860.17   (feet)  ADJUSTED  
 CA0772  ___________________________________________________________________
 CA0772  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 CA0772  DYNAMIC HT  -         566.207 (meters)    1857.63  (feet)  COMP
 CA0772  MODELED GRAV-     979,256.9   (mgal)                       NAVD 88
 CA0772
 CA0772  VERT ORDER  -  FIRST     CLASS II
 CA0772
 CA0772.The horizontal coordinates were scaled from a topographic map and have
 CA0772.an estimated accuracy of +/- 6 seconds.
 CA0772
 CA0772.The orthometric height was determined by differential leveling
 CA0772.and adjusted by the National Geodetic Survey in June 1991..
 CA0772
 CA0772.The geoid height was determined by GEOID03.
 CA0772
 CA0772.The dynamic height is computed by dividing the NAVD 88
 CA0772.geopotential number by the normal gravity value computed on the
 CA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0772.degrees latitude (g = 980.6199 gals.).
 CA0772
 CA0772.The modeled gravity was interpolated from observed gravity values.
 CA0772
 CA0772;                    North         East    Units  Estimated Accuracy
 CA0772;SPC TX C     - 3,148,800.      777,080.      MT  (+/- 180 meters Scaled)
 CA0772
 CA0772                          SUPERSEDED SURVEY CONTROL
 CA0772
 CA0772.No superseded survey control is available for this station.
 CA0772
 CA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV497304(NAD 83)
 CA0772_MARKER: I = METAL ROD
 CA0772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0772_SP_SET: STAINLESS STEEL ROD
 CA0772_STAMPING: U 1447 1981
 CA0772_MARK LOGO: NGS   
 CA0772_PROJECTION: FLUSH
 CA0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0772_ROD/PIPE-DEPTH: 4.6  meters
 CA0772
 CA0772  HISTORY     - Date     Condition        Report By
 CA0772  HISTORY     - 1981     MONUMENTED       NGS
 CA0772  HISTORY     - 19990108 MARK NOT FOUND   USPSQD
 CA0772
 CA0772                          STATION DESCRIPTION
 CA0772
 CA0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0772'26.0 KM (16.2 MI) SW FROM BRADY.
 CA0772'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0772'THE COURTHOUSE IN BRADY, THENCE 23.7 KM (14.75 MI) SOUTHWESTERLY ALONG
 CA0772'U.S. HIGHWAY 190, OR 25.7 KM (15.95 MI) NORTHEASTERLY ALONG U.S.
 CA0772'HIGHWAY 190 FROM ITS JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE
 CA0772'OF MENARD, 0.1 KM (0.05 MI) WEST-SOUTHWEST OF A CULVERT, 18.0 METERS
 CA0772'(59.1 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.3
 CA0772'METER (1.0 FT) SOUTH-SOUTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM
 CA0772'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0772'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 CA0772'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0772
 CA0772                          STATION RECOVERY (1999)
 CA0772
 CA0772'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0473 ***********************************************************************
 BN0473  DESIGNATION -  U 1448
 BN0473  PID         -  BN0473
 BN0473  STATE/COUNTY-  TX/MENARD
 BN0473  USGS QUAD   -  MENARD (1987)
 BN0473
 BN0473                         *CURRENT SURVEY CONTROL
 BN0473  ___________________________________________________________________
 BN0473* NAD 83(1986)-  30 53 32.     (N)    099 46 37.     (W)     SCALED    
 BN0473* NAVD 88     -       628.342  (meters)    2061.49   (feet)  ADJUSTED  
 BN0473  ___________________________________________________________________
 BN0473  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BN0473  DYNAMIC HT  -         627.464 (meters)    2058.60  (feet)  COMP
 BN0473  MODELED GRAV-     979,223.1   (mgal)                       NAVD 88
 BN0473
 BN0473  VERT ORDER  -  FIRST     CLASS II
 BN0473
 BN0473.The horizontal coordinates were scaled from a topographic map and have
 BN0473.an estimated accuracy of +/- 6 seconds.
 BN0473
 BN0473.The orthometric height was determined by differential leveling
 BN0473.and adjusted by the National Geodetic Survey in June 1991..
 BN0473
 BN0473.The geoid height was determined by GEOID03.
 BN0473
 BN0473.The dynamic height is computed by dividing the NAVD 88
 BN0473.geopotential number by the normal gravity value computed on the
 BN0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0473.degrees latitude (g = 980.6199 gals.).
 BN0473
 BN0473.The modeled gravity was interpolated from observed gravity values.
 BN0473
 BN0473;                    North         East    Units  Estimated Accuracy
 BN0473;SPC TX C     - 3,135,990.      753,190.      MT  (+/- 180 meters Scaled)
 BN0473
 BN0473                          SUPERSEDED SURVEY CONTROL
 BN0473
 BN0473.No superseded survey control is available for this station.
 BN0473
 BN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV257179(NAD 83)
 BN0473_MARKER: DB = BENCH MARK DISK
 BN0473_SETTING: 66 = SET IN ROCK OUTCROP
 BN0473_SP_SET: ROCK OUTCROP
 BN0473_STAMPING: U 1448 1981
 BN0473_MARK LOGO: NGS   
 BN0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0473+STABILITY: POSITION/ELEVATION WELL
 BN0473
 BN0473  HISTORY     - Date     Condition        Report By
 BN0473  HISTORY     - 1981     MONUMENTED       NGS
 BN0473  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 BN0473
 BN0473                          STATION DESCRIPTION
 BN0473
 BN0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0473'5.6 KM (3.45 MI) SOUTH FROM MENARD.
 BN0473'5.6 KM (3.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0473'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, IN AN EXPOSED AREA
 BN0473'OF BEDROCK AT A HIGHWAY CUT, 28.5 METERS (93.5 FT) NORTHEAST OF A
 BN0473'UTILITY POLE, 10.6 METERS (34.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 BN0473'HIGHWAY AND 7.9 METERS (25.9 FT) SOUTHWEST OF A FENCE.
 BN0473'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BN0473'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 BN0473
 BN0473                          STATION RECOVERY (1996)
 BN0473
 BN0473'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0446 ***********************************************************************
 BN0446  DESIGNATION -  U 1449
 BN0446  PID         -  BN0446
 BN0446  STATE/COUNTY-  TX/KIMBLE
 BN0446  USGS QUAD   -  ELM SLOUGH (1987)
 BN0446
 BN0446                         *CURRENT SURVEY CONTROL
 BN0446  ___________________________________________________________________
 BN0446* NAD 83(1986)-  30 33 42.     (N)    099 46 25.     (W)     SCALED    
 BN0446* NAVD 88     -       629.148  (meters)    2064.13   (feet)  ADJUSTED  
 BN0446  ___________________________________________________________________
 BN0446  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BN0446  DYNAMIC HT  -         628.260 (meters)    2061.22  (feet)  COMP
 BN0446  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 BN0446
 BN0446  VERT ORDER  -  FIRST     CLASS II
 BN0446
 BN0446.The horizontal coordinates were scaled from a topographic map and have
 BN0446.an estimated accuracy of +/- 6 seconds.
 BN0446
 BN0446.The orthometric height was determined by differential leveling
 BN0446.and adjusted by the National Geodetic Survey in June 1991..
 BN0446
 BN0446.The geoid height was determined by GEOID03.
 BN0446
 BN0446.The dynamic height is computed by dividing the NAVD 88
 BN0446.geopotential number by the normal gravity value computed on the
 BN0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0446.degrees latitude (g = 980.6199 gals.).
 BN0446
 BN0446.The modeled gravity was interpolated from observed gravity values.
 BN0446
 BN0446;                    North         East    Units  Estimated Accuracy
 BN0446;SPC TX C     - 3,099,350.      753,690.      MT  (+/- 180 meters Scaled)
 BN0446
 BN0446                          SUPERSEDED SURVEY CONTROL
 BN0446
 BN0446.No superseded survey control is available for this station.
 BN0446
 BN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU258812(NAD 83)
 BN0446_MARKER: DB = BENCH MARK DISK
 BN0446_SETTING: 66 = SET IN ROCK OUTCROP
 BN0446_SP_SET: ROCK OUTCROP
 BN0446_STAMPING: U 1449 1982
 BN0446_MARK LOGO: NGS   
 BN0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0446+STABILITY: POSITION/ELEVATION WELL
 BN0446
 BN0446  HISTORY     - Date     Condition        Report By
 BN0446  HISTORY     - 1982     MONUMENTED       NGS
 BN0446  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0446  HISTORY     - 19950731 GOOD             USPSQD
 BN0446
 BN0446                          STATION DESCRIPTION
 BN0446
 BN0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0446'8.9 KM (5.55 MI) NORTH FROM JUNCTION.
 BN0446'8.9 KM (5.55 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0446'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 0.2 KM (0.1
 BN0446'MI) SOUTH-SOUTHEAST OF A PRIVATE ROAD, 10.8 METERS (35.4 FT)
 BN0446'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 9.0 METERS (29.5
 BN0446'FT) NORTH OF THE NORTHEAST CORNER OF A BOX CULVERT.
 BN0446'THE MARK IS 4.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 BN0446'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BN0446
 BN0446                          STATION RECOVERY (1991)
 BN0446
 BN0446'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0446'MARK NOT FOUND.
 BN0446
 BN0446                          STATION RECOVERY (1995)
 BN0446
 BN0446'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0020 ***********************************************************************
 CV0020  DESIGNATION -  U 145 RESET 1957
 CV0020  PID         -  CV0020
 CV0020  STATE/COUNTY-  TX/DAWSON
 CV0020  USGS QUAD   -  PATRICIA NE (1970)
 CV0020
 CV0020                         *CURRENT SURVEY CONTROL
 CV0020  ___________________________________________________________________
 CV0020* NAD 83(1986)-  32 42 54.     (N)    102 03 55.     (W)     SCALED    
 CV0020* NAVD 88     -       911.31   (meters)    2989.9    (feet)  RESET     
 CV0020  ___________________________________________________________________
 CV0020  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CV0020
 CV0020  VERT ORDER  -  THIRD
 CV0020
 CV0020.The horizontal coordinates were scaled from a topographic map and have
 CV0020.an estimated accuracy of +/- 6 seconds.
 CV0020
 CV0020.The orthometric height was computed from unverified reset data.
 CV0020
 CV0020.The geoid height was determined by GEOID03.
 CV0020
 CV0020;                    North         East    Units  Estimated Accuracy
 CV0020;SPC TXNC     - 2,121,920.      265,850.      MT  (+/- 180 meters Scaled)
 CV0020
 CV0020                          SUPERSEDED SURVEY CONTROL
 CV0020
 CV0020.No superseded survey control is available for this station.
 CV0020
 CV0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS750235(NAD 83)
 CV0020_MARKER: DB = BENCH MARK DISK
 CV0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0020_SP_SET: CULVERT
 CV0020_STAMPING: U 145 RESET 1957
 CV0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0020
 CV0020  HISTORY     - Date     Condition        Report By
 CV0020  HISTORY     - 1957     MONUMENTED       TXHD
 CV0020
 CV0020                          STATION DESCRIPTION
 CV0020
 CV0020'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 CV0020'7 MI W FROM LAMESA.
 CV0020'7.0 MILES WEST ALONG U.S. HIGHWAY 180 FROM THE COURTHOUSE AT LAMESA,
 CV0020'AT A 3-GANG CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE NORTH
 CV0020'HEADWALL, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 38 FEET
 CV0020'SOUTH OF THE NORTH RIGHT-OF-WAY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0820 ***********************************************************************
 CT0820  DESIGNATION -  U 1450
 CT0820  PID         -  CT0820
 CT0820  STATE/COUNTY-  TX/TAYLOR
 CT0820  USGS QUAD   -  GOLDSBORO (1967)
 CT0820
 CT0820                         *CURRENT SURVEY CONTROL
 CT0820  ___________________________________________________________________
 CT0820* NAD 83(1986)-  32 06 51.     (N)    099 43 32.     (W)     SCALED    
 CT0820* NAVD 88     -       576.201  (meters)    1890.42   (feet)  ADJUSTED  
 CT0820  ___________________________________________________________________
 CT0820  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CT0820  DYNAMIC HT  -         575.446 (meters)    1887.94  (feet)  COMP
 CT0820  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 CT0820
 CT0820  VERT ORDER  -  FIRST     CLASS II
 CT0820
 CT0820.The horizontal coordinates were scaled from a topographic map and have
 CT0820.an estimated accuracy of +/- 6 seconds.
 CT0820
 CT0820.The orthometric height was determined by differential leveling
 CT0820.and adjusted by the National Geodetic Survey in June 1991..
 CT0820
 CT0820.The geoid height was determined by GEOID03.
 CT0820
 CT0820.The dynamic height is computed by dividing the NAVD 88
 CT0820.geopotential number by the normal gravity value computed on the
 CT0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0820.degrees latitude (g = 980.6199 gals.).
 CT0820
 CT0820.The modeled gravity was interpolated from observed gravity values.
 CT0820
 CT0820;                    North         East    Units  Estimated Accuracy
 CT0820;SPC TXNC     - 2,050,300.      484,340.      MT  (+/- 180 meters Scaled)
 CT0820
 CT0820                          SUPERSEDED SURVEY CONTROL
 CT0820
 CT0820.No superseded survey control is available for this station.
 CT0820
 CT0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA315533(NAD 83)
 CT0820_MARKER: I = METAL ROD
 CT0820_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0820_SP_SET: STAINLESS STEEL ROD
 CT0820_STAMPING: U 1450 1982
 CT0820_MARK LOGO: NGS   
 CT0820_PROJECTION: FLUSH
 CT0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0820_ROD/PIPE-DEPTH: 3.7  meters
 CT0820
 CT0820  HISTORY     - Date     Condition        Report By
 CT0820  HISTORY     - 1982     MONUMENTED       NGS
 CT0820
 CT0820                          STATION DESCRIPTION
 CT0820
 CT0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0820'2.7 KM (1.7 MI) SE FROM LAWN.
 CT0820'2.7 KM (1.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0820'WITH FARM ROAD 604 IN LAWN, 0.1 KM (0.05 MI) SOUTHEAST OF A FIELD
 CT0820'ENTRANCE ROAD AND 18.0 METERS (59.1 FT) SOUTHWEST OF THE CENTERLINE OF
 CT0820'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CT0820'CAP.
 CT0820'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CT0820'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0683 ***********************************************************************
 CC0683  DESIGNATION -  U 1451
 CC0683  PID         -  CC0683
 CC0683  STATE/COUNTY-  TX/ECTOR
 CC0683  USGS QUAD   -  ODESSA SW (1981)
 CC0683
 CC0683                         *CURRENT SURVEY CONTROL
 CC0683  ___________________________________________________________________
 CC0683* NAD 83(1986)-  31 50 01.     (N)    102 23 15.     (W)     SCALED    
 CC0683* NAVD 88     -       883.501  (meters)    2898.62   (feet)  ADJUSTED  
 CC0683  ___________________________________________________________________
 CC0683  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CC0683  DYNAMIC HT  -         882.253 (meters)    2894.53  (feet)  COMP
 CC0683  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 CC0683
 CC0683  VERT ORDER  -  FIRST     CLASS II
 CC0683
 CC0683.The horizontal coordinates were scaled from a topographic map and have
 CC0683.an estimated accuracy of +/- 6 seconds.
 CC0683
 CC0683.The orthometric height was determined by differential leveling
 CC0683.and adjusted by the National Geodetic Survey in June 1991..
 CC0683
 CC0683.The geoid height was determined by GEOID03.
 CC0683
 CC0683.The dynamic height is computed by dividing the NAVD 88
 CC0683.geopotential number by the normal gravity value computed on the
 CC0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0683.degrees latitude (g = 980.6199 gals.).
 CC0683
 CC0683.The modeled gravity was interpolated from observed gravity values.
 CC0683
 CC0683;                    North         East    Units  Estimated Accuracy
 CC0683;SPC TX C     - 3,242,020.      505,560.      MT  (+/- 180 meters Scaled)
 CC0683
 CC0683                          SUPERSEDED SURVEY CONTROL
 CC0683
 CC0683.No superseded survey control is available for this station.
 CC0683
 CC0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR472249(NAD 83)
 CC0683_MARKER: DV = VERTICAL CONTROL DISK
 CC0683_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0683_SP_SET: OVERPASS ABUTMENT
 CC0683_STAMPING: U 1451 1982
 CC0683_MARK LOGO: NGS   
 CC0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CC0683+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 CC0683
 CC0683  HISTORY     - Date     Condition        Report By
 CC0683  HISTORY     - 1982     MONUMENTED       NGS
 CC0683  HISTORY     - 19961120 GOOD             NGS
 CC0683
 CC0683                          STATION DESCRIPTION
 CC0683
 CC0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0683'2.3 KM (1.45 MI) SW FROM ODESSA.
 CC0683'2.3 KM (1.45 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0683'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, IN TOP OF AND 0.2
 CC0683'METER (0.8 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 CC0683'CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF WEST COUNTY ROAD 2227,
 CC0683'22.7 METERS (74.5 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD AND 1.6
 CC0683'METERS (5.2 FT) SOUTHEAST OF THE NEAR RAIL.
 CC0683'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CC0683
 CC0683                          STATION RECOVERY (1996)
 CC0683
 CC0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CC0683'2.3 KM (1.40 MI) SOUTHWESTERLY ALONG THE TEXAS PACIFIC RAILROAD FROM
 CC0683'THE JUNCTION OF U.S.  HIGHWAY 385 (GRANT AVENUE) IN ODESSA, IN TOP OF
 CC0683'AND 0.7 M (2.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 CC0683'CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF COUNTY ROAD WEST, 22.7 M
 CC0683'(74.5 FT) NORTHWEST OF THE CENTER OF MURPHY STREET, 8.8 M (28.9 FT)
 CC0683'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE ROAD, 1.6 M (5.2
 CC0683'FT) SOUTHEAST OF THE NEAR RAIL, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF
 CC0683'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0814 ***********************************************************************
 CU0814  DESIGNATION -  U 1452
 CU0814  PID         -  CU0814
 CU0814  STATE/COUNTY-  TX/MARTIN
 CU0814  USGS QUAD   -  STANTON (1966)
 CU0814
 CU0814                         *CURRENT SURVEY CONTROL
 CU0814  ___________________________________________________________________
 CU0814* NAD 83(1986)-  32 08 30.     (N)    101 45 15.     (W)     SCALED    
 CU0814* NAVD 88     -       804.250  (meters)    2638.61   (feet)  ADJUSTED  
 CU0814  ___________________________________________________________________
 CU0814  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CU0814  DYNAMIC HT  -         803.140 (meters)    2634.97  (feet)  COMP
 CU0814  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 CU0814
 CU0814  VERT ORDER  -  FIRST     CLASS II
 CU0814
 CU0814.The horizontal coordinates were scaled from a topographic map and have
 CU0814.an estimated accuracy of +/- 6 seconds.
 CU0814
 CU0814.The orthometric height was determined by differential leveling
 CU0814.and adjusted by the National Geodetic Survey in June 1991..
 CU0814
 CU0814.The geoid height was determined by GEOID03.
 CU0814
 CU0814.The dynamic height is computed by dividing the NAVD 88
 CU0814.geopotential number by the normal gravity value computed on the
 CU0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0814.degrees latitude (g = 980.6199 gals.).
 CU0814
 CU0814.The modeled gravity was interpolated from observed gravity values.
 CU0814
 CU0814;                    North         East    Units  Estimated Accuracy
 CU0814;SPC TXNC     - 2,057,430.      293,030.      MT  (+/- 180 meters Scaled)
 CU0814
 CU0814                          SUPERSEDED SURVEY CONTROL
 CU0814
 CU0814.No superseded survey control is available for this station.
 CU0814
 CU0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA402594(NAD 83)
 CU0814_MARKER: DB = BENCH MARK DISK
 CU0814_SETTING: 66 = SET IN ROCK OUTCROP
 CU0814_SP_SET: ROCK OUTCROP
 CU0814_STAMPING: U 1452 1982
 CU0814_MARK LOGO: NGS   
 CU0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0814+STABILITY: POSITION/ELEVATION WELL
 CU0814
 CU0814  HISTORY     - Date     Condition        Report By
 CU0814  HISTORY     - 1982     MONUMENTED       NGS
 CU0814
 CU0814                          STATION DESCRIPTION
 CU0814
 CU0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0814'30.3 KM (18.85 MI) SW FROM BIG SPRING.
 CU0814'18.0 KM (11.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0814'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, THENCE 12.3 KM (7.65 MI)
 CU0814'SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD, IN TOP OF THE
 CU0814'SOUTHWEST END OF A 10 BY 80 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 CU0814'21.5 METERS (70.7 FT) NORTHEAST OF RAILROAD MILEPOST 532, 16.5 METERS
 CU0814'(54.2 FT) SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD, 10.3 METERS
 CU0814'(33.8 FT) NORTHWEST OF THE NEAR RAIL AND 2.3 METERS (7.6 FT)
 CU0814'EAST-SOUTHEAST OF A UTILITY POLE.
 CU0814'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 CU0814'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0787 ***********************************************************************
 CU0787  DESIGNATION -  U 1453
 CU0787  PID         -  CU0787
 CU0787  STATE/COUNTY-  TX/HOWARD
 CU0787  USGS QUAD   -  COAHOMA (1971)
 CU0787
 CU0787                         *CURRENT SURVEY CONTROL
 CU0787  ___________________________________________________________________
 CU0787* NAD 83(1986)-  32 17 33.     (N)    101 18 18.     (W)     SCALED    
 CU0787* NAVD 88     -       732.754  (meters)    2404.04   (feet)  ADJUSTED  
 CU0787  ___________________________________________________________________
 CU0787  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CU0787  DYNAMIC HT  -         731.760 (meters)    2400.78  (feet)  COMP
 CU0787  MODELED GRAV-     979,258.5   (mgal)                       NAVD 88
 CU0787
 CU0787  VERT ORDER  -  FIRST     CLASS II
 CU0787
 CU0787.The horizontal coordinates were scaled from a topographic map and have
 CU0787.an estimated accuracy of +/- 6 seconds.
 CU0787
 CU0787.The orthometric height was determined by differential leveling
 CU0787.and adjusted by the National Geodetic Survey in June 1991..
 CU0787
 CU0787.The geoid height was determined by GEOID03.
 CU0787
 CU0787.The dynamic height is computed by dividing the NAVD 88
 CU0787.geopotential number by the normal gravity value computed on the
 CU0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0787.degrees latitude (g = 980.6199 gals.).
 CU0787
 CU0787.The modeled gravity was interpolated from observed gravity values.
 CU0787
 CU0787;                    North         East    Units  Estimated Accuracy
 CU0787;SPC TXNC     - 2,072,930.      335,830.      MT  (+/- 180 meters Scaled)
 CU0787
 CU0787                          SUPERSEDED SURVEY CONTROL
 CU0787
 CU0787.No superseded survey control is available for this station.
 CU0787
 CU0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA829751(NAD 83)
 CU0787_MARKER: DB = BENCH MARK DISK
 CU0787_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0787_SP_SET: PIER
 CU0787_STAMPING: U 1453 1982
 CU0787_MARK LOGO: NGS   
 CU0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0787+STABILITY: POSITION/ELEVATION WELL
 CU0787
 CU0787  HISTORY     - Date     Condition        Report By
 CU0787  HISTORY     - 1982     MONUMENTED       NGS
 CU0787
 CU0787                          STATION DESCRIPTION
 CU0787
 CU0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0787'18.4 KM (11.45 MI) NE FROM BIG SPRING.
 CU0787'18.4 KM (11.45 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0787'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0787'SOUTHWEST FACE OF THE MOST SOUTHEASTERLY 1 OF 4 PIERS OF THE EAST
 CU0787'BOUND LANES OF THE INTERSTATE HIGHWAY 20 OVERPASS OF FARM ROAD 820
 CU0787'(EXIT 188) AND 6.8 METERS (22.3 FT) NORTHEAST OF THE CENTER OF A PAVED
 CU0787'ROAD.
 CU0787'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0421 ***********************************************************************
 BN0421  DESIGNATION -  U 1454
 BN0421  PID         -  BN0421
 BN0421  STATE/COUNTY-  TX/EDWARDS
 BN0421  USGS QUAD   -  TELEGRAPH (1974)
 BN0421
 BN0421                         *CURRENT SURVEY CONTROL
 BN0421  ___________________________________________________________________
 BN0421* NAD 83(1986)-  30 15 29.     (N)    099 57 02.     (W)     SCALED    
 BN0421* NAVD 88     -       589.926  (meters)    1935.45   (feet)  ADJUSTED  
 BN0421  ___________________________________________________________________
 BN0421  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0421  DYNAMIC HT  -         589.066 (meters)    1932.63  (feet)  COMP
 BN0421  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 BN0421
 BN0421  VERT ORDER  -  FIRST     CLASS II
 BN0421
 BN0421.The horizontal coordinates were scaled from a topographic map and have
 BN0421.an estimated accuracy of +/- 6 seconds.
 BN0421
 BN0421.The orthometric height was determined by differential leveling
 BN0421.and adjusted by the National Geodetic Survey in June 1991..
 BN0421
 BN0421.The geoid height was determined by GEOID03.
 BN0421
 BN0421.The dynamic height is computed by dividing the NAVD 88
 BN0421.geopotential number by the normal gravity value computed on the
 BN0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0421.degrees latitude (g = 980.6199 gals.).
 BN0421
 BN0421.The modeled gravity was interpolated from observed gravity values.
 BN0421
 BN0421;                    North         East    Units  Estimated Accuracy
 BN0421;SPC TXSC     - 4,269,110.      508,520.      MT  (+/- 180 meters Scaled)
 BN0421
 BN0421                          SUPERSEDED SURVEY CONTROL
 BN0421
 BN0421.No superseded survey control is available for this station.
 BN0421
 BN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU085477(NAD 83)
 BN0421_MARKER: DB = BENCH MARK DISK
 BN0421_SETTING: 66 = SET IN ROCK OUTCROP
 BN0421_SP_SET: ROCK OUTCROP
 BN0421_STAMPING: U 1454 1982
 BN0421_MARK LOGO: NGS   
 BN0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0421+STABILITY: POSITION/ELEVATION WELL
 BN0421
 BN0421  HISTORY     - Date     Condition        Report By
 BN0421  HISTORY     - 1982     MONUMENTED       NGS
 BN0421
 BN0421                          STATION DESCRIPTION
 BN0421
 BN0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0421'35.8 KM (22.25 MI) SW FROM JUNCTION.
 BN0421'35.8 KM (22.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0421'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT THE CROSSING OF
 BN0421'EDWARDS DRAW, IN A ROCK LEDGE, 13.9 METERS (45.6 FT) SOUTH-SOUTHEAST
 BN0421'OF THE CENTERLINE OF THE HIGHWAY AND 7.1 METERS (23.3 FT)
 BN0421'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A BOX CULVERT.
 BN0421'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 BN0421'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0832 ***********************************************************************
 CA0832  DESIGNATION -  U 1455
 CA0832  PID         -  CA0832
 CA0832  STATE/COUNTY-  TX/BROWN
 CA0832  USGS QUAD   -  MERCURY (1987)
 CA0832
 CA0832                         *CURRENT SURVEY CONTROL
 CA0832  ___________________________________________________________________
 CA0832* NAD 83(1986)-  31 28 58.     (N)    099 09 07.     (W)     SCALED    
 CA0832* NAVD 88     -       409.034  (meters)    1341.97   (feet)  ADJUSTED  
 CA0832  ___________________________________________________________________
 CA0832  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CA0832  DYNAMIC HT  -         408.491 (meters)    1340.19  (feet)  COMP
 CA0832  MODELED GRAV-     979,301.0   (mgal)                       NAVD 88
 CA0832
 CA0832  VERT ORDER  -  FIRST     CLASS II
 CA0832
 CA0832.The horizontal coordinates were scaled from a topographic map and have
 CA0832.an estimated accuracy of +/- 6 seconds.
 CA0832
 CA0832.The orthometric height was determined by differential leveling
 CA0832.and adjusted by the National Geodetic Survey in June 1991..
 CA0832
 CA0832.The geoid height was determined by GEOID03.
 CA0832
 CA0832.The dynamic height is computed by dividing the NAVD 88
 CA0832.geopotential number by the normal gravity value computed on the
 CA0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0832.degrees latitude (g = 980.6199 gals.).
 CA0832
 CA0832.The modeled gravity was interpolated from observed gravity values.
 CA0832
 CA0832;                    North         East    Units  Estimated Accuracy
 CA0832;SPC TX C     - 3,201,920.      812,240.      MT  (+/- 180 meters Scaled)
 CA0832
 CA0832                          SUPERSEDED SURVEY CONTROL
 CA0832
 CA0832.No superseded survey control is available for this station.
 CA0832
 CA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV855831(NAD 83)
 CA0832_MARKER: DB = BENCH MARK DISK
 CA0832_SETTING: 66 = SET IN ROCK OUTCROP
 CA0832_SP_SET: ROCK OUTCROP
 CA0832_STAMPING: U 1455 1982
 CA0832_MARK LOGO: NGS   
 CA0832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0832+STABILITY: POSITION/ELEVATION WELL
 CA0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0832+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0832
 CA0832  HISTORY     - Date     Condition        Report By
 CA0832  HISTORY     - 1982     MONUMENTED       NGS
 CA0832  HISTORY     - 20060319 GOOD             USPSQD
 CA0832
 CA0832                          STATION DESCRIPTION
 CA0832
 CA0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0832'32.4 KM (20.1 MI) SW FROM BROWNWOOD.
 CA0832'32.4 KM (20.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0832'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 0.4 KM (0.25 MI)
 CA0832'SOUTHWEST OF A GRAVELED ROAD LEADING NORTHWEST, IN THE CENTER OF A 6
 CA0832'BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 20.5 METERS (67.3 FT)
 CA0832'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.6 METERS (38.1 FT)
 CA0832'SOUTHEAST OF THE SOUTH END OF A BOX CULVERT AND 5.2 METERS (17.1 FT)
 CA0832'SOUTHEAST OF A FENCE.
 CA0832'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CA0832'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 CA0832
 CA0832                          STATION RECOVERY (2006)
 CA0832
 CA0832'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0832'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0856 ***********************************************************************
 CA0856  DESIGNATION -  U 1456
 CA0856  PID         -  CA0856
 CA0856  STATE/COUNTY-  TX/BROWN
 CA0856  USGS QUAD   -  BANGS EAST (1987)
 CA0856
 CA0856                         *CURRENT SURVEY CONTROL
 CA0856  ___________________________________________________________________
 CA0856* NAD 83(1986)-  31 43 19.     (N)    099 02 55.     (W)     SCALED    
 CA0856* NAVD 88     -       476.173  (meters)    1562.24   (feet)  ADJUSTED  
 CA0856  ___________________________________________________________________
 CA0856  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CA0856  DYNAMIC HT  -         475.550 (meters)    1560.20  (feet)  COMP
 CA0856  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 CA0856
 CA0856  VERT ORDER  -  FIRST     CLASS II
 CA0856
 CA0856.The horizontal coordinates were scaled from a topographic map and have
 CA0856.an estimated accuracy of +/- 6 seconds.
 CA0856
 CA0856.The orthometric height was determined by differential leveling
 CA0856.and adjusted by the National Geodetic Survey in June 1991..
 CA0856
 CA0856.The geoid height was determined by GEOID03.
 CA0856
 CA0856.The dynamic height is computed by dividing the NAVD 88
 CA0856.geopotential number by the normal gravity value computed on the
 CA0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0856.degrees latitude (g = 980.6199 gals.).
 CA0856
 CA0856.The modeled gravity was interpolated from observed gravity values.
 CA0856
 CA0856;                    North         East    Units  Estimated Accuracy
 CA0856;SPC TX C     - 3,228,550.      821,760.      MT  (+/- 180 meters Scaled)
 CA0856
 CA0856                          SUPERSEDED SURVEY CONTROL
 CA0856
 CA0856.No superseded survey control is available for this station.
 CA0856
 CA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA953096(NAD 83)
 CA0856_MARKER: DB = BENCH MARK DISK
 CA0856_SETTING: 66 = SET IN ROCK OUTCROP
 CA0856_SP_SET: ROCK OUTCROP
 CA0856_STAMPING: U 1456 1982
 CA0856_MARK LOGO: NGS   
 CA0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0856+STABILITY: POSITION/ELEVATION WELL
 CA0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0856+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0856
 CA0856  HISTORY     - Date     Condition        Report By
 CA0856  HISTORY     - 1982     MONUMENTED       NGS
 CA0856  HISTORY     - 1982     GOOD             NGS
 CA0856  HISTORY     - 1983     GOOD             NGS
 CA0856  HISTORY     - 20060320 GOOD             USPSQD
 CA0856
 CA0856                          STATION DESCRIPTION
 CA0856
 CA0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0856'7.0 KM (4.35 MI) WEST FROM BROWNWOOD.
 CA0856'7.0 KM (4.35 MI) WESTERLY ALONG U.S. HIGHWAY 67 AND 84 FROM ITS
 CA0856'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, 0.4 KM (0.25 MI) WEST OF
 CA0856'A GRAVELED ROAD LEADING NORTH, IN THE CENTER OF A 2 BY 8 FT EXPOSED
 CA0856'AREA OF OUTCROPPING BEDROCK, 33.1 METERS (108.6 FT) EAST OF A T-FENCE
 CA0856'CORNER, 25.6 METERS (84.0 FT) NORTH OF THE CENTERLINE OF THE WEST
 CA0856'BOUND LANES OF THE HIGHWAY, 22.2 METERS (72.8 FT) EAST OF A UTILITY
 CA0856'POLE AND 11.3 METERS (37.1 FT) SOUTH OF A FENCE.
 CA0856'THE MARK IS 0.2 METERS  ENE FROM A WITNESS POST.
 CA0856'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 CA0856
 CA0856                          STATION RECOVERY (1982)
 CA0856
 CA0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0856'RECOVERED IN GOOD CONDITION.
 CA0856
 CA0856                          STATION RECOVERY (1983)
 CA0856
 CA0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0856'RECOVERED IN GOOD CONDITION.
 CA0856
 CA0856                          STATION RECOVERY (2006)
 CA0856
 CA0856'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0856'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0846 ***********************************************************************
 CT0846  DESIGNATION -  U 1457
 CT0846  PID         -  CT0846
 CT0846  STATE/COUNTY-  TX/TAYLOR
 CT0846  USGS QUAD   -  ABILENE EAST (1987)
 CT0846
 CT0846                         *CURRENT SURVEY CONTROL
 CT0846  ___________________________________________________________________
 CT0846* NAD 83(1986)-  32 23 52.     (N)    099 44 31.     (W)     SCALED    
 CT0846* NAVD 88     -       535.111  (meters)    1755.61   (feet)  ADJUSTED  
 CT0846  ___________________________________________________________________
 CT0846  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CT0846  DYNAMIC HT  -         534.415 (meters)    1753.33  (feet)  COMP
 CT0846  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 CT0846
 CT0846  VERT ORDER  -  FIRST     CLASS II
 CT0846
 CT0846.The horizontal coordinates were scaled from a topographic map and have
 CT0846.an estimated accuracy of +/- 6 seconds.
 CT0846
 CT0846.The orthometric height was determined by differential leveling
 CT0846.and adjusted by the National Geodetic Survey in June 1991..
 CT0846
 CT0846.The geoid height was determined by GEOID03.
 CT0846
 CT0846.The dynamic height is computed by dividing the NAVD 88
 CT0846.geopotential number by the normal gravity value computed on the
 CT0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0846.degrees latitude (g = 980.6199 gals.).
 CT0846
 CT0846.The modeled gravity was interpolated from observed gravity values.
 CT0846
 CT0846;                    North         East    Units  Estimated Accuracy
 CT0846;SPC TXNC     - 2,081,770.      483,160.      MT  (+/- 180 meters Scaled)
 CT0846
 CT0846                          SUPERSEDED SURVEY CONTROL
 CT0846
 CT0846.No superseded survey control is available for this station.
 CT0846
 CT0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA302847(NAD 83)
 CT0846_MARKER: I = METAL ROD
 CT0846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0846_SP_SET: STAINLESS STEEL ROD
 CT0846_STAMPING: U 1457 1982
 CT0846_MARK LOGO: NGS   
 CT0846_PROJECTION: FLUSH
 CT0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0846_ROD/PIPE-DEPTH: 4.6  meters
 CT0846
 CT0846  HISTORY     - Date     Condition        Report By
 CT0846  HISTORY     - 1982     MONUMENTED       NGS
 CT0846  HISTORY     - 20011013 GOOD             USPSQD
 CT0846
 CT0846                          STATION DESCRIPTION
 CT0846
 CT0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0846'7.1 KM (4.45 MI) SOUTH FROM ABILENE.
 CT0846'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0846'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0846'SOUTHERN PACIFIC RAILROAD, THENCE 0.8 KM (0.5 MI) SOUTHERLY ALONG U.S.
 CT0846'HIGHWAYS 83 AND 84, 50.0 METERS (164.0 FT) SOUTH OF THE CENTER OF
 CT0846'PETROLEUM DRIVE, 18.0 METERS (59.1 FT) EAST OF THE CENTER OF THE
 CT0846'HIGHWAY, 5.5 METERS (18.0 FT) NORTH OF THE CENTER OF A PRIVATE
 CT0846'DRIVEWAY AND 0.8 METER (2.6 FT) NORTH OF UTILITY POLE NUMBER 15.
 CT0846'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0846'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CT0846'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0846
 CT0846                          STATION RECOVERY (2001)
 CT0846
 CT0846'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0747 ***********************************************************************
 CU0747  DESIGNATION -  U 1458
 CU0747  PID         -  CU0747
 CU0747  STATE/COUNTY-  TX/NOLAN
 CU0747  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0747
 CU0747                         *CURRENT SURVEY CONTROL
 CU0747  ___________________________________________________________________
 CU0747* NAD 83(1986)-  32 29 17.     (N)    100 20 13.     (W)     SCALED    
 CU0747* NAVD 88     -       632.183  (meters)    2074.09   (feet)  ADJUSTED  
 CU0747  ___________________________________________________________________
 CU0747  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CU0747  DYNAMIC HT  -         631.344 (meters)    2071.33  (feet)  COMP
 CU0747  MODELED GRAV-     979,292.3   (mgal)                       NAVD 88
 CU0747
 CU0747  VERT ORDER  -  FIRST     CLASS II
 CU0747
 CU0747.The horizontal coordinates were scaled from a topographic map and have
 CU0747.an estimated accuracy of +/- 6 seconds.
 CU0747
 CU0747.The orthometric height was determined by differential leveling
 CU0747.and adjusted by the National Geodetic Survey in June 1991..
 CU0747
 CU0747.The geoid height was determined by GEOID03.
 CU0747
 CU0747.The dynamic height is computed by dividing the NAVD 88
 CU0747.geopotential number by the normal gravity value computed on the
 CU0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0747.degrees latitude (g = 980.6199 gals.).
 CU0747
 CU0747.The modeled gravity was interpolated from observed gravity values.
 CU0747
 CU0747;                    North         East    Units  Estimated Accuracy
 CU0747;SPC TXNC     - 2,092,590.      427,370.      MT  (+/- 180 meters Scaled)
 CU0747
 CU0747                          SUPERSEDED SURVEY CONTROL
 CU0747
 CU0747.No superseded survey control is available for this station.
 CU0747
 CU0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA743953(NAD 83)
 CU0747_MARKER: DB = BENCH MARK DISK
 CU0747_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0747_SP_SET: PIER
 CU0747_STAMPING: U 1458 1982
 CU0747_MARK LOGO: NGS   
 CU0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0747
 CU0747  HISTORY     - Date     Condition        Report By
 CU0747  HISTORY     - 1982     MONUMENTED       NGS
 CU0747
 CU0747                          STATION DESCRIPTION
 CU0747
 CU0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0747'7.1 KM (4.45 MI) EAST FROM SWEETWATER.
 CU0747'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0747'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0747'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0747'2.7 KM (1.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, SET VERTICALLY
 CU0747'IN THE WEST FACE OF THE MOST NORTHERLY ONE OF FOUR PIERS OF THE EAST
 CU0747'BOUND LANES OF THE HIGHWAY OVERPASS OF FARM ROAD 1856 AND 7.3 METERS
 CU0747'(24.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 CU0747'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0770 ***********************************************************************
 CU0770  DESIGNATION -  U 1459
 CU0770  PID         -  CU0770
 CU0770  STATE/COUNTY-  TX/MITCHELL
 CU0770  USGS QUAD   -  CEDAR BEND (1979)
 CU0770
 CU0770                         *CURRENT SURVEY CONTROL
 CU0770  ___________________________________________________________________
 CU0770* NAD 83(1986)-  32 23 08.     (N)    100 57 38.     (W)     SCALED    
 CU0770* NAVD 88     -       639.802  (meters)    2099.08   (feet)  ADJUSTED  
 CU0770  ___________________________________________________________________
 CU0770  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CU0770  DYNAMIC HT  -         638.946 (meters)    2096.28  (feet)  COMP
 CU0770  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 CU0770
 CU0770  VERT ORDER  -  FIRST     CLASS II
 CU0770
 CU0770.The horizontal coordinates were scaled from a topographic map and have
 CU0770.an estimated accuracy of +/- 6 seconds.
 CU0770
 CU0770.The orthometric height was determined by differential leveling
 CU0770.and adjusted by the National Geodetic Survey in June 1991..
 CU0770
 CU0770.The geoid height was determined by GEOID03.
 CU0770
 CU0770.The dynamic height is computed by dividing the NAVD 88
 CU0770.geopotential number by the normal gravity value computed on the
 CU0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0770.degrees latitude (g = 980.6199 gals.).
 CU0770
 CU0770.The modeled gravity was interpolated from observed gravity values.
 CU0770
 CU0770;                    North         East    Units  Estimated Accuracy
 CU0770;SPC TXNC     - 2,082,430.      368,510.      MT  (+/- 180 meters Scaled)
 CU0770
 CU0770                          SUPERSEDED SURVEY CONTROL
 CU0770
 CU0770.No superseded survey control is available for this station.
 CU0770
 CU0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA155848(NAD 83)
 CU0770_MARKER: DB = BENCH MARK DISK
 CU0770_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0770_SP_SET: PIER
 CU0770_STAMPING: U 1459 1982
 CU0770_MARK LOGO: NGS   
 CU0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0770
 CU0770  HISTORY     - Date     Condition        Report By
 CU0770  HISTORY     - 1982     MONUMENTED       NGS
 CU0770
 CU0770                          STATION DESCRIPTION
 CU0770
 CU0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0770'9.9 KM (6.15 MI) SW FROM COLORADO CITY.
 CU0770'9.9 KM (6.15 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0770'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, SET VERTICALLY IN
 CU0770'THE SOUTHEAST FACE OF THE MOST SOUTHEASTERLY 1 OF 4 PIERS OF THE WEST
 CU0770'BOUND LANES OF THE HIGHWAY OVERPASS OF FARM ROAD 2836 AND 6.9 METERS
 CU0770'(22.6 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CU0770'THE MARK IS 1.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0855 ***********************************************************************
 CU0855  DESIGNATION -  U 1460
 CU0855  PID         -  CU0855
 CU0855  STATE/COUNTY-  TX/SCURRY
 CU0855  USGS QUAD   -  HERMLEIGH (1979)
 CU0855
 CU0855                         *CURRENT SURVEY CONTROL
 CU0855  ___________________________________________________________________
 CU0855* NAD 83(1986)-  32 39 50.     (N)    100 47 26.     (W)     SCALED    
 CU0855* NAVD 88     -       737.835  (meters)    2420.71   (feet)  ADJUSTED  
 CU0855  ___________________________________________________________________
 CU0855  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CU0855  DYNAMIC HT  -         736.850 (meters)    2417.48  (feet)  COMP
 CU0855  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 CU0855
 CU0855  VERT ORDER  -  FIRST     CLASS II
 CU0855
 CU0855.The horizontal coordinates were scaled from a topographic map and have
 CU0855.an estimated accuracy of +/- 6 seconds.
 CU0855
 CU0855.The orthometric height was determined by differential leveling
 CU0855.and adjusted by the National Geodetic Survey in June 1991..
 CU0855
 CU0855.The geoid height was determined by GEOID03.
 CU0855
 CU0855.The dynamic height is computed by dividing the NAVD 88
 CU0855.geopotential number by the normal gravity value computed on the
 CU0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0855.degrees latitude (g = 980.6199 gals.).
 CU0855
 CU0855.The modeled gravity was interpolated from observed gravity values.
 CU0855
 CU0855;                    North         East    Units  Estimated Accuracy
 CU0855;SPC TXNC     - 2,112,920.      385,170.      MT  (+/- 180 meters Scaled)
 CU0855
 CU0855                          SUPERSEDED SURVEY CONTROL
 CU0855
 CU0855.No superseded survey control is available for this station.
 CU0855
 CU0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB320154(NAD 83)
 CU0855_MARKER: I = METAL ROD
 CU0855_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0855_SP_SET: STAINLESS STEEL ROD
 CU0855_STAMPING: U 1460 1982
 CU0855_MARK LOGO: NGS   
 CU0855_PROJECTION: FLUSH
 CU0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0855_ROD/PIPE-DEPTH: 12.2 meters
 CU0855
 CU0855  HISTORY     - Date     Condition        Report By
 CU0855  HISTORY     - 1982     MONUMENTED       NGS
 CU0855
 CU0855                          STATION DESCRIPTION
 CU0855
 CU0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0855'8.9 KM (5.55 MI) SE FROM SNYDER.
 CU0855'8.9 KM (5.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0855'JUNCTION WITH U.S. HIGHWAY 180 IN SNYDER, 0.6 KM (0.35 MI) NORTHWEST
 CU0855'OF THE JUNCTION OF A GRAVELED ROAD LEADING NORTH, 0.2 KM (0.1 MI)
 CU0855'NORTHWEST OF THE SANTA FE RAILROAD MILEPOST 766, 45.1 METERS (148.0
 CU0855'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 CU0855'HIGHWAY, 13.9 METERS (45.6 FT) NORTHEAST OF THE NEAR RAIL AND 1.3
 CU0855'METERS (4.3 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CU0855'POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0855'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CU0855'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0839 ***********************************************************************
 CU0839  DESIGNATION -  U 1461
 CU0839  PID         -  CU0839
 CU0839  STATE/COUNTY-  TX/SCURRY
 CU0839  USGS QUAD   -  DERMOTT (1954)
 CU0839
 CU0839                         *CURRENT SURVEY CONTROL
 CU0839  ___________________________________________________________________
 CU0839* NAD 83(1986)-  32 51 15.     (N)    101 00 55.     (W)     SCALED    
 CU0839* NAVD 88     -       760.945  (meters)    2496.53   (feet)  ADJUSTED  
 CU0839  ___________________________________________________________________
 CU0839  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CU0839  DYNAMIC HT  -         759.952 (meters)    2493.28  (feet)  COMP
 CU0839  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 CU0839
 CU0839  VERT ORDER  -  FIRST     CLASS II
 CU0839
 CU0839.The horizontal coordinates were scaled from a topographic map and have
 CU0839.an estimated accuracy of +/- 6 seconds.
 CU0839
 CU0839.The orthometric height was determined by differential leveling
 CU0839.and adjusted by the National Geodetic Survey in June 1991..
 CU0839
 CU0839.The geoid height was determined by GEOID03.
 CU0839
 CU0839.The dynamic height is computed by dividing the NAVD 88
 CU0839.geopotential number by the normal gravity value computed on the
 CU0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0839.degrees latitude (g = 980.6199 gals.).
 CU0839
 CU0839.The modeled gravity was interpolated from observed gravity values.
 CU0839
 CU0839;                    North         East    Units  Estimated Accuracy
 CU0839;SPC TXNC     - 2,134,500.      364,600.      MT  (+/- 180 meters Scaled)
 CU0839
 CU0839                          SUPERSEDED SURVEY CONTROL
 CU0839
 CU0839.No superseded survey control is available for this station.
 CU0839
 CU0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB114369(NAD 83)
 CU0839_MARKER: I = METAL ROD
 CU0839_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0839_SP_SET: STAINLESS STEEL ROD
 CU0839_STAMPING: U 1461 1982
 CU0839_MARK LOGO: NGS   
 CU0839_PROJECTION: FLUSH
 CU0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0839_ROD/PIPE-DEPTH: 4.9  meters
 CU0839
 CU0839  HISTORY     - Date     Condition        Report By
 CU0839  HISTORY     - 1982     MONUMENTED       NGS
 CU0839
 CU0839                          STATION DESCRIPTION
 CU0839
 CU0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0839'22.5 KM (13.9 MI) NW FROM SNYDER.
 CU0839'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0839'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0839'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0839'NORTH ALONG FARM ROAD 1611, THENCE 8.7 KM (5.4 MI) NORTHWESTERLY ALONG
 CU0839'U.S. HIGHWAY 84, 15.5 METERS (50.9 FT) SOUTHWEST OF THE CENTERLINE OF
 CU0839'THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 0.7 METER (2.3 FT)
 CU0839'SOUTHEAST OF A FENCE CORNER OF A FENCE AROUND THE COUNTY MAINTENANCE
 CU0839'YARD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0839'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CU0839'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0476 ***********************************************************************
 DP0476  DESIGNATION -  U 1462
 DP0476  PID         -  DP0476
 DP0476  STATE/COUNTY-  TX/GARZA
 DP0476  USGS QUAD   -  JUSTICEBURG (1969)
 DP0476
 DP0476                         *CURRENT SURVEY CONTROL
 DP0476  ___________________________________________________________________
 DP0476* NAD 83(1986)-  33 04 08.     (N)    101 13 45.     (W)     SCALED    
 DP0476* NAVD 88     -       717.010  (meters)    2352.39   (feet)  ADJUSTED  
 DP0476  ___________________________________________________________________
 DP0476  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DP0476  DYNAMIC HT  -         716.106 (meters)    2349.42  (feet)  COMP
 DP0476  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 DP0476
 DP0476  VERT ORDER  -  FIRST     CLASS II
 DP0476
 DP0476.The horizontal coordinates were scaled from a topographic map and have
 DP0476.an estimated accuracy of +/- 6 seconds.
 DP0476
 DP0476.The orthometric height was determined by differential leveling
 DP0476.and adjusted by the National Geodetic Survey in June 1991..
 DP0476
 DP0476.The geoid height was determined by GEOID03.
 DP0476
 DP0476.The dynamic height is computed by dividing the NAVD 88
 DP0476.geopotential number by the normal gravity value computed on the
 DP0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0476.degrees latitude (g = 980.6199 gals.).
 DP0476
 DP0476.The modeled gravity was interpolated from observed gravity values.
 DP0476
 DP0476;                    North         East    Units  Estimated Accuracy
 DP0476;SPC TXNC     - 2,158,800.      345,210.      MT  (+/- 180 meters Scaled)
 DP0476
 DP0476                          SUPERSEDED SURVEY CONTROL
 DP0476
 DP0476.No superseded survey control is available for this station.
 DP0476
 DP0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB919611(NAD 83)
 DP0476_MARKER: I = METAL ROD
 DP0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0476_SP_SET: STAINLESS STEEL ROD
 DP0476_STAMPING: U 1462 1982
 DP0476_MARK LOGO: NGS   
 DP0476_PROJECTION: FLUSH
 DP0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0476_ROD/PIPE-DEPTH: 8.5  meters
 DP0476
 DP0476  HISTORY     - Date     Condition        Report By
 DP0476  HISTORY     - 1982     MONUMENTED       NGS
 DP0476
 DP0476                          STATION DESCRIPTION
 DP0476
 DP0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0476'20.1 KM (12.5 MI) SE FROM POST.
 DP0476'20.1 KM (12.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0476'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 13.9 METERS
 DP0476'(45.6 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 DP0476'THE HIGHWAY, 10.4 METERS (34.1 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER
 DP0476'OF A CATTLE GUARD AND 6.8 METERS (22.3 FT) SOUTHEAST OF THE CENTER OF
 DP0476'A PAVED ROAD LEADING NORTHEAST.  NOTE=ACCESS TO THE DATUM POINT IS
 DP0476'THROUGH A 5-INCH LOGO CAP.
 DP0476'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DP0476'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0443 ***********************************************************************
 DP0443  DESIGNATION -  U 1463
 DP0443  PID         -  DP0443
 DP0443  STATE/COUNTY-  TX/GARZA
 DP0443  USGS QUAD   -  SOUTHLAND (1965)
 DP0443
 DP0443                         *CURRENT SURVEY CONTROL
 DP0443  ___________________________________________________________________
 DP0443* NAD 83(1986)-  33 19 51.     (N)    101 32 01.     (W)     SCALED    
 DP0443* NAVD 88     -       913.624  (meters)    2997.45   (feet)  ADJUSTED  
 DP0443  ___________________________________________________________________
 DP0443  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 DP0443  DYNAMIC HT  -         912.436 (meters)    2993.55  (feet)  COMP
 DP0443  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 DP0443
 DP0443  VERT ORDER  -  FIRST     CLASS II
 DP0443
 DP0443.The horizontal coordinates were scaled from a topographic map and have
 DP0443.an estimated accuracy of +/- 6 seconds.
 DP0443
 DP0443.The orthometric height was determined by differential leveling
 DP0443.and adjusted by the National Geodetic Survey in June 1991..
 DP0443
 DP0443.The geoid height was determined by GEOID03.
 DP0443
 DP0443.The dynamic height is computed by dividing the NAVD 88
 DP0443.geopotential number by the normal gravity value computed on the
 DP0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0443.degrees latitude (g = 980.6199 gals.).
 DP0443
 DP0443.The modeled gravity was interpolated from observed gravity values.
 DP0443
 DP0443;                    North         East    Units  Estimated Accuracy
 DP0443;SPC TXNC     - 2,188,620.      317,630.      MT  (+/- 180 meters Scaled)
 DP0443
 DP0443                          SUPERSEDED SURVEY CONTROL
 DP0443
 DP0443.No superseded survey control is available for this station.
 DP0443
 DP0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB641908(NAD 83)
 DP0443_MARKER: I = METAL ROD
 DP0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0443_SP_SET: STAINLESS STEEL ROD
 DP0443_STAMPING: U 1463 1982
 DP0443_MARK LOGO: NGS   
 DP0443_PROJECTION: FLUSH
 DP0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0443+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0443_ROD/PIPE-DEPTH: 4.9  meters
 DP0443
 DP0443  HISTORY     - Date     Condition        Report By
 DP0443  HISTORY     - 1982     MONUMENTED       NGS
 DP0443  HISTORY     - 19890630 GOOD             NGS
 DP0443
 DP0443                          STATION DESCRIPTION
 DP0443
 DP0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0443'22.0 KM (13.65 MI) NW FROM POST.
 DP0443'22.0 KM (13.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0443'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 20.4 METERS
 DP0443'(66.9 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 DP0443'THE HIGHWAY, 10.0 METERS (32.8 FT) NORTH OF THE CENTER OF A GRAVELED
 DP0443'ROAD LEADING EAST AND 1.3 METERS (4.3 FT) EAST-NORTHEAST OF A UTILITY
 DP0443'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0443'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 DP0443'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DP0443
 DP0443                          STATION RECOVERY (1989)
 DP0443
 DP0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0443'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DP0443'CHANGE--FLUSH WITH THE GROUND, TO 0.15 M (0.5 FT) BELOW THE GROUND
 DP0443'SURFACE.  ADD--0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1650 ***********************************************************************
 AY1650  DESIGNATION -  U 1464
 AY1650  PID         -  AY1650
 AY1650  STATE/COUNTY-  TX/BEXAR
 AY1650  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1650
 AY1650                         *CURRENT SURVEY CONTROL
 AY1650  ___________________________________________________________________
 AY1650* NAD 83(1986)-  29 25 38.     (N)    098 31 16.     (W)     SCALED    
 AY1650* NAVD 88     -       207.383  (meters)     680.39   (feet)  ADJUSTED  
 AY1650  ___________________________________________________________________
 AY1650  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY1650  DYNAMIC HT  -         207.081 (meters)     679.40  (feet)  COMP
 AY1650  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AY1650
 AY1650  VERT ORDER  -  FIRST     CLASS II
 AY1650
 AY1650.The horizontal coordinates were scaled from a topographic map and have
 AY1650.an estimated accuracy of +/- 6 seconds.
 AY1650
 AY1650.The orthometric height was determined by differential leveling
 AY1650.and adjusted by the National Geodetic Survey in June 1991..
 AY1650
 AY1650.The geoid height was determined by GEOID03.
 AY1650
 AY1650.The dynamic height is computed by dividing the NAVD 88
 AY1650.geopotential number by the normal gravity value computed on the
 AY1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1650.degrees latitude (g = 980.6199 gals.).
 AY1650
 AY1650.The modeled gravity was interpolated from observed gravity values.
 AY1650
 AY1650;                    North         East    Units  Estimated Accuracy
 AY1650;SPC TXSC     - 4,176,740.      646,460.      MT  (+/- 180 meters Scaled)
 AY1650
 AY1650                          SUPERSEDED SURVEY CONTROL
 AY1650
 AY1650.No superseded survey control is available for this station.
 AY1650
 AY1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT464554(NAD 83)
 AY1650_MARKER: DB = BENCH MARK DISK
 AY1650_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AY1650_SP_SET: LARGE BUILDING
 AY1650_STAMPING: U 1464 1982
 AY1650_MARK LOGO: NGS   
 AY1650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1650+STABILITY: POSITION/ELEVATION WELL
 AY1650
 AY1650  HISTORY     - Date     Condition        Report By
 AY1650  HISTORY     - 1982     MONUMENTED       NGS
 AY1650  HISTORY     - 19950510 GOOD             USPSQD
 AY1650
 AY1650                          STATION DESCRIPTION
 AY1650
 AY1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1650'IN SAN ANTONIO.
 AY1650'IN SAN ANTONIO, 1.3 KM (0.8 MI) EAST OF THE JUNCTION OF BUENA VISTA
 AY1650'AND SOUTH PICOSO STREET, AT THE NORTH ENTRANCE TO THE MEXICAN AMERICAN
 AY1650'UNITY COUNCIL CENTER (PREVIOUSLY CROCKETT ELEMENTARY SCHOOL), SET IN
 AY1650'TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE MOST EASTERLY
 AY1650'ONE OF TWO CONCRETE PILLARS, AND 1.8 METERS (6.0 FT) WEST OF THE
 AY1650'CENTER OF THE NORTH ENTRANCE OF THE BUILDING.  NOTE, A LARGE STRUCTURE
 AY1650'WITH DEEP FOUNDATION.
 AY1650'THE MARK IS 1.2 M ABOVE BRICK STEP PLATFORM.
 AY1650
 AY1650                          STATION RECOVERY (1995)
 AY1650
 AY1650'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1694 ***********************************************************************
 AY1694  DESIGNATION -  U 1465
 AY1694  PID         -  AY1694
 AY1694  STATE/COUNTY-  TX/KENDALL
 AY1694  USGS QUAD   -  COMFORT (1982)
 AY1694
 AY1694                         *CURRENT SURVEY CONTROL
 AY1694  ___________________________________________________________________
 AY1694* NAD 83(1986)-  29 57 25.     (N)    098 53 15.     (W)     SCALED    
 AY1694* NAVD 88     -       433.402  (meters)    1421.92   (feet)  ADJUSTED  
 AY1694  ___________________________________________________________________
 AY1694  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AY1694  DYNAMIC HT  -         432.786 (meters)    1419.90  (feet)  COMP
 AY1694  MODELED GRAV-     979,207.4   (mgal)                       NAVD 88
 AY1694
 AY1694  VERT ORDER  -  FIRST     CLASS II
 AY1694
 AY1694.The horizontal coordinates were scaled from a topographic map and have
 AY1694.an estimated accuracy of +/- 6 seconds.
 AY1694
 AY1694.The orthometric height was determined by differential leveling
 AY1694.and adjusted by the National Geodetic Survey in June 1991..
 AY1694
 AY1694.The geoid height was determined by GEOID03.
 AY1694
 AY1694.The dynamic height is computed by dividing the NAVD 88
 AY1694.geopotential number by the normal gravity value computed on the
 AY1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1694.degrees latitude (g = 980.6199 gals.).
 AY1694
 AY1694.The modeled gravity was interpolated from observed gravity values.
 AY1694
 AY1694;                    North         East    Units  Estimated Accuracy
 AY1694;SPC TXSC     - 4,235,360.      610,860.      MT  (+/- 180 meters Scaled)
 AY1694
 AY1694                          SUPERSEDED SURVEY CONTROL
 AY1694
 AY1694.No superseded survey control is available for this station.
 AY1694
 AY1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU108140(NAD 83)
 AY1694_MARKER: I = METAL ROD
 AY1694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1694_SP_SET: STAINLESS STEEL ROD
 AY1694_STAMPING: U 1465 1982
 AY1694_MARK LOGO: NGS   
 AY1694_PROJECTION: RECESSED 3 CENTIMETERS
 AY1694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1694_ROD/PIPE-DEPTH: 9.8  meters
 AY1694
 AY1694  HISTORY     - Date     Condition        Report By
 AY1694  HISTORY     - 1982     MONUMENTED       NGS
 AY1694  HISTORY     - 1990     GOOD             USPSQD
 AY1694  HISTORY     - 19940330 GOOD             USPSQD
 AY1694  HISTORY     - 20050521 GOOD             USPSQD
 AY1694
 AY1694                          STATION DESCRIPTION
 AY1694
 AY1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1694'3.2 KM (2.0 MI) SSE FROM COMFORT.
 AY1694'2.7 KM (1.7 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1694'THE JUNCTION OF INTERSTATE HIGHWAY 10 AT THE NORTH EDGE OF COMFORT,
 AY1694'THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG THE SOUTHWEST FRONTAGE ROAD, AT
 AY1694'A CHAIN LINK FENCE CORNER NORTHWEST OF THE CRYSTAL ENERGY COMPANY,
 AY1694'14.9 METERS (49.0 FT) NORTHEAST OF THE CENTERLINE OF FRONTAGE ROAD,
 AY1694'21.3 METERS (70.0 FT) WEST OF THE WEST CORNER OF THE COMPANY BUILDING,
 AY1694'2.4 METERS (8.0 FT) SOUTH OF A CUT OFF POWERLINE POLE, 1.4 METERS
 AY1694'(4.6 FT) NORTHWEST OF THE SOUTHWEST CORNER FENCE POST, AND 0.21 METERS
 AY1694'(0.7 FT) SOUTHWEST OF THE FENCE.  NOTE, DRIVING RATE WAS SLOWER THAN 7
 AY1694'SECONDS PER 1 FOOT.
 AY1694'THE MARK IS 0.37 METERS  ESE FROM A WITNESS POST.
 AY1694'THE MARK IS 0.6 M BELOW FRONTAGE ROAD.
 AY1694
 AY1694                          STATION RECOVERY (1990)
 AY1694
 AY1694'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1694'RECOVERED IN GOOD CONDITION.
 AY1694
 AY1694                          STATION RECOVERY (1994)
 AY1694
 AY1694'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1694'RECOVERED IN GOOD CONDITION.
 AY1694
 AY1694                          STATION RECOVERY (2005)
 AY1694
 AY1694'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0520 ***********************************************************************
 BN0520  DESIGNATION -  U 1466
 BN0520  PID         -  BN0520
 BN0520  STATE/COUNTY-  TX/GILLESPIE
 BN0520  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0520
 BN0520                         *CURRENT SURVEY CONTROL
 BN0520  ___________________________________________________________________
 BN0520* NAD 83(1986)-  30 15 14.     (N)    098 52 17.     (W)     SCALED    
 BN0520* NAVD 88     -       520.081  (meters)    1706.30   (feet)  ADJUSTED  
 BN0520  ___________________________________________________________________
 BN0520  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BN0520  DYNAMIC HT  -         519.354 (meters)    1703.91  (feet)  COMP
 BN0520  MODELED GRAV-     979,226.7   (mgal)                       NAVD 88
 BN0520
 BN0520  VERT ORDER  -  FIRST     CLASS II
 BN0520
 BN0520.The horizontal coordinates were scaled from a topographic map and have
 BN0520.an estimated accuracy of +/- 6 seconds.
 BN0520
 BN0520.The orthometric height was determined by differential leveling
 BN0520.and adjusted by the National Geodetic Survey in June 1991..
 BN0520
 BN0520.The geoid height was determined by GEOID03.
 BN0520
 BN0520.The dynamic height is computed by dividing the NAVD 88
 BN0520.geopotential number by the normal gravity value computed on the
 BN0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0520.degrees latitude (g = 980.6199 gals.).
 BN0520
 BN0520.The modeled gravity was interpolated from observed gravity values.
 BN0520
 BN0520;                    North         East    Units  Estimated Accuracy
 BN0520;SPC TX C     - 3,066,020.      840,690.      MT  (+/- 180 meters Scaled)
 BN0520
 BN0520                          SUPERSEDED SURVEY CONTROL
 BN0520
 BN0520.No superseded survey control is available for this station.
 BN0520
 BN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU123469(NAD 83)
 BN0520_MARKER: I = METAL ROD
 BN0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0520_SP_SET: STAINLESS STEEL ROD
 BN0520_STAMPING: U 1466 1982
 BN0520_MARK LOGO: NGS   
 BN0520_PROJECTION: FLUSH
 BN0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0520+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 BN0520_ROD/PIPE-DEPTH: 3.1  meters
 BN0520
 BN0520  HISTORY     - Date     Condition        Report By
 BN0520  HISTORY     - 1982     MONUMENTED       NGS
 BN0520  HISTORY     - 19930728 GOOD             USPSQD
 BN0520  HISTORY     - 19960309 GOOD             USPSQD
 BN0520  HISTORY     - 20050303 GOOD             USPSQD
 BN0520
 BN0520                          STATION DESCRIPTION
 BN0520
 BN0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0520'2.1 KM (1.35 MI) SOUTH FROM FREDERICKSBURG.
 BN0520'2.1 KM (1.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 (WASHINGTON STREET)
 BN0520'FROM THE JUNCTION OF U.S. HIGHWAY 290 IN FREDERICKSBURG, AT THE
 BN0520'NORTHWEST CORNER OF A CHAIN LINK SECURITY FENCE AROUND THE GENERAL
 BN0520'TELEPHONE COMPANY STORAGE AREA, 14.9 METERS (49.0 FT) EAST OF THE
 BN0520'CENTERLINE OF HIGHWAY 87, 1.9 METERS (6.5 FT) SOUTH OF THE CHAIN LINK
 BN0520'CORNER FENCE POST, 14.8 METERS (48.5 FT) NORTH OF THE CENTER OF A
 BN0520'DOUBLE GATE IN THE FENCE LINE, 2.75 METERS (9.0 FT) SOUTH OF A
 BN0520'POWERLINE POLE, 0.3 METER (1.0 FT) WEST OF THE FENCE.  NOTE, ROD WAS
 BN0520'DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 BN0520'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BN0520'THE MARK IS 0.3 M BELOW HIGHWAY 87.
 BN0520
 BN0520                          STATION RECOVERY (1993)
 BN0520
 BN0520'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0520'RECOVERED IN GOOD CONDITION.
 BN0520
 BN0520                          STATION RECOVERY (1996)
 BN0520
 BN0520'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0520'RECOVERED IN GOOD CONDITION.
 BN0520
 BN0520                          STATION RECOVERY (2005)
 BN0520
 BN0520'RECOVERY NOTE BY US POWER SQUADRON 2005 (SD)
 BN0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0549 ***********************************************************************
 BN0549  DESIGNATION -  U 1467
 BN0549  PID         -  BN0549
 BN0549  STATE/COUNTY-  TX/MASON
 BN0549  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0549
 BN0549                         *CURRENT SURVEY CONTROL
 BN0549  ___________________________________________________________________
 BN0549* NAD 83(1986)-  30 36 45.     (N)    099 03 33.     (W)     SCALED    
 BN0549* NAVD 88     -       448.392  (meters)    1471.10   (feet)  ADJUSTED  
 BN0549  ___________________________________________________________________
 BN0549  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BN0549  DYNAMIC HT  -         447.785 (meters)    1469.11  (feet)  COMP
 BN0549  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 BN0549
 BN0549  VERT ORDER  -  FIRST     CLASS II
 BN0549
 BN0549.The horizontal coordinates were scaled from a topographic map and have
 BN0549.an estimated accuracy of +/- 6 seconds.
 BN0549
 BN0549.The orthometric height was determined by differential leveling
 BN0549.and adjusted by the National Geodetic Survey in June 1991..
 BN0549
 BN0549.The geoid height was determined by GEOID03.
 BN0549
 BN0549.The dynamic height is computed by dividing the NAVD 88
 BN0549.geopotential number by the normal gravity value computed on the
 BN0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0549.degrees latitude (g = 980.6199 gals.).
 BN0549
 BN0549.The modeled gravity was interpolated from observed gravity values.
 BN0549
 BN0549;                    North         East    Units  Estimated Accuracy
 BN0549;SPC TX C     - 3,105,550.      822,160.      MT  (+/- 180 meters Scaled)
 BN0549
 BN0549                          SUPERSEDED SURVEY CONTROL
 BN0549
 BN0549.No superseded survey control is available for this station.
 BN0549
 BN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU943866(NAD 83)
 BN0549_MARKER: DB = BENCH MARK DISK
 BN0549_SETTING: 66 = SET IN ROCK OUTCROP
 BN0549_SP_SET: ROCK OUTCROP
 BN0549_STAMPING: U 1467 1982
 BN0549_MARK LOGO: NGS   
 BN0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0549+STABILITY: POSITION/ELEVATION WELL
 BN0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0549+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0549
 BN0549  HISTORY     - Date     Condition        Report By
 BN0549  HISTORY     - 1982     MONUMENTED       NGS
 BN0549  HISTORY     - 19910618 GOOD             USPSQD
 BN0549  HISTORY     - 19960212 GOOD             USPSQD
 BN0549  HISTORY     - 20040326 GOOD             USPSQD
 BN0549  HISTORY     - 20051123 GOOD             USPSQD
 BN0549
 BN0549                          STATION DESCRIPTION
 BN0549
 BN0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0549'7.2 KM (4.5 MI) NW FROM LOYAL VALLEY.
 BN0549'7.2 KM (4.5 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE SOUTH
 BN0549'JUNCTION OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, SET
 BN0549'IN TOP OF A 3X3 FOOT ROCK OUTCROP, SOUTH SOUTHWEST OF A LARGE ROCK
 BN0549'OUTCROP, 19.3 METERS (63.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 BN0549'HIGHWAY, 17.9 METERS (59.0 FT) SOUTHEAST OF A TELEPHONE POLE, AND
 BN0549'0.4 METER (1.5 FT) NORTHEAST OF A RIGHT-OF-WAY FENCE, NOTE, SET IN
 BN0549'OUTCROP 1 FT ABOVE THE GROUND.
 BN0549'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 BN0549'THE MARK IS 1.2 M ABOVE HIGHWAY.
 BN0549
 BN0549                          STATION RECOVERY (1991)
 BN0549
 BN0549'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0549'RECOVERED IN GOOD CONDITION.
 BN0549
 BN0549                          STATION RECOVERY (1996)
 BN0549
 BN0549'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0549'RECOVERED IN GOOD CONDITION.
 BN0549
 BN0549                          STATION RECOVERY (2004)
 BN0549
 BN0549'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0549'RECOVERED IN GOOD CONDITION.
 BN0549
 BN0549                          STATION RECOVERY (2005)
 BN0549
 BN0549'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0549'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0419 ***********************************************************************
 DP0419  DESIGNATION -  U 1468
 DP0419  PID         -  DP0419
 DP0419  STATE/COUNTY-  TX/LUBBOCK
 DP0419  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0419
 DP0419                         *CURRENT SURVEY CONTROL
 DP0419  ___________________________________________________________________
 DP0419* NAD 83(1986)-  33 35 04.     (N)    101 50 22.     (W)     SCALED    
 DP0419* NAVD 88     -       974.102  (meters)    3195.87   (feet)  ADJUSTED  
 DP0419  ___________________________________________________________________
 DP0419  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DP0419  DYNAMIC HT  -         972.842 (meters)    3191.73  (feet)  COMP
 DP0419  MODELED GRAV-     979,310.4   (mgal)                       NAVD 88
 DP0419
 DP0419  VERT ORDER  -  FIRST     CLASS II
 DP0419
 DP0419.The horizontal coordinates were scaled from a topographic map and have
 DP0419.an estimated accuracy of +/- 6 seconds.
 DP0419
 DP0419.The orthometric height was determined by differential leveling
 DP0419.and adjusted by the National Geodetic Survey in June 1991..
 DP0419
 DP0419.The geoid height was determined by GEOID03.
 DP0419
 DP0419.The dynamic height is computed by dividing the NAVD 88
 DP0419.geopotential number by the normal gravity value computed on the
 DP0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0419.degrees latitude (g = 980.6199 gals.).
 DP0419
 DP0419.The modeled gravity was interpolated from observed gravity values.
 DP0419
 DP0419;                    North         East    Units  Estimated Accuracy
 DP0419;SPC TXNC     - 2,217,590.      290,070.      MT  (+/- 180 meters Scaled)
 DP0419
 DP0419                          SUPERSEDED SURVEY CONTROL
 DP0419
 DP0419.No superseded survey control is available for this station.
 DP0419
 DP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC364196(NAD 83)
 DP0419_MARKER: DB = BENCH MARK DISK
 DP0419_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP0419_SP_SET: ABUTMENT
 DP0419_STAMPING: U 1468 1982
 DP0419_MARK LOGO: NGS   
 DP0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0419
 DP0419  HISTORY     - Date     Condition        Report By
 DP0419  HISTORY     - 1982     MONUMENTED       NGS
 DP0419
 DP0419                          STATION DESCRIPTION
 DP0419
 DP0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0419'IN LUBBOCK.
 DP0419'IN LUBBOCK, AT THE JUNCTION OF BROADWAY STREET AND THE ATCHISON, SANTA
 DP0419'FE RAILROAD, IN TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF
 DP0419'THE BROADWAY STREET UNDERPASS, 16.8 METERS (55.1 FT) WEST OF THE NEAR
 DP0419'RAIL AND 7.0 METERS (23.0 FT) NORTH OF THE CENTER OF THE STREET.
 DP0419'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0659 ***********************************************************************
 DQ0659  DESIGNATION -  U 1469
 DQ0659  PID         -  DQ0659
 DQ0659  STATE/COUNTY-  TX/LAMB
 DQ0659  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0659
 DQ0659                         *CURRENT SURVEY CONTROL
 DQ0659  ___________________________________________________________________
 DQ0659* NAD 83(1986)-  33 53 12.     (N)    102 16 32.     (W)     SCALED    
 DQ0659* NAVD 88     -      1061.382  (meters)    3482.22   (feet)  ADJUSTED  
 DQ0659  ___________________________________________________________________
 DQ0659  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 DQ0659  DYNAMIC HT  -        1060.008 (meters)    3477.71  (feet)  COMP
 DQ0659  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 DQ0659
 DQ0659  VERT ORDER  -  FIRST     CLASS II
 DQ0659
 DQ0659.The horizontal coordinates were scaled from a topographic map and have
 DQ0659.an estimated accuracy of +/- 6 seconds.
 DQ0659
 DQ0659.The orthometric height was determined by differential leveling
 DQ0659.and adjusted by the National Geodetic Survey in June 1991..
 DQ0659
 DQ0659.The geoid height was determined by GEOID03.
 DQ0659
 DQ0659.The dynamic height is computed by dividing the NAVD 88
 DQ0659.geopotential number by the normal gravity value computed on the
 DQ0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0659.degrees latitude (g = 980.6199 gals.).
 DQ0659
 DQ0659.The modeled gravity was interpolated from observed gravity values.
 DQ0659
 DQ0659;                    North         East    Units  Estimated Accuracy
 DQ0659;SPC TXNC     - 2,252,460.      250,820.      MT  (+/- 180 meters Scaled)
 DQ0659
 DQ0659                          SUPERSEDED SURVEY CONTROL
 DQ0659
 DQ0659.No superseded survey control is available for this station.
 DQ0659
 DQ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT519529(NAD 83)
 DQ0659_MARKER: I = METAL ROD
 DQ0659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0659_SP_SET: STAINLESS STEEL ROD
 DQ0659_STAMPING: U 1469 1982
 DQ0659_MARK LOGO: NGS   
 DQ0659_PROJECTION: FLUSH
 DQ0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0659_ROD/PIPE-DEPTH: 4.9  meters
 DQ0659
 DQ0659  HISTORY     - Date     Condition        Report By
 DQ0659  HISTORY     - 1982     MONUMENTED       NGS
 DQ0659
 DQ0659                          STATION DESCRIPTION
 DQ0659
 DQ0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0659'5.4 KM (3.35 MI) SE FROM LITTLEFIELD.
 DQ0659'5.4 KM (3.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0659'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 16.6 METERS (54.5 FT)
 DQ0659'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 DQ0659'HIGHWAY AND 1.0 METER (3.3 FT) NORTHWEST OF UTILITY POLE NUMBER 7.
 DQ0659'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0659'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DQ0659'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1281 ***********************************************************************
 BY1281  DESIGNATION -  U 147
 BY1281  PID         -  BY1281
 BY1281  STATE/COUNTY-  TX/CHEROKEE
 BY1281  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1281
 BY1281                         *CURRENT SURVEY CONTROL
 BY1281  ___________________________________________________________________
 BY1281* NAD 83(1986)-  31 55 08.     (N)    095 12 39.     (W)     SCALED    
 BY1281* NAVD 88     -       137.067  (meters)     449.69   (feet)  ADJUSTED  
 BY1281  ___________________________________________________________________
 BY1281  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BY1281  DYNAMIC HT  -         136.902 (meters)     449.15  (feet)  COMP
 BY1281  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 BY1281
 BY1281  VERT ORDER  -  FIRST     CLASS II
 BY1281
 BY1281.The horizontal coordinates were scaled from a topographic map and have
 BY1281.an estimated accuracy of +/- 6 seconds.
 BY1281
 BY1281.The orthometric height was determined by differential leveling
 BY1281.and adjusted by the National Geodetic Survey in June 1991..
 BY1281
 BY1281.The geoid height was determined by GEOID03.
 BY1281
 BY1281.The dynamic height is computed by dividing the NAVD 88
 BY1281.geopotential number by the normal gravity value computed on the
 BY1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1281.degrees latitude (g = 980.6199 gals.).
 BY1281
 BY1281.The modeled gravity was interpolated from observed gravity values.
 BY1281
 BY1281;                    North         East    Units  Estimated Accuracy
 BY1281;SPC TX C     - 3,260,840.    1,184,300.      MT  (+/- 180 meters Scaled)
 BY1281
 BY1281                          SUPERSEDED SURVEY CONTROL
 BY1281
 BY1281  NGVD 29 (??/??/92)  137.088  (m)          449.76   (f) ADJ UNCH    1 2
 BY1281
 BY1281.Superseded values are not recommended for survey control.
 BY1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1281.See file dsdata.txt to determine how the superseded data were derived.
 BY1281
 BY1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR909335(NAD 83)
 BY1281_MARKER: DB = BENCH MARK DISK
 BY1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1281_STAMPING: U 147 1938
 BY1281_PROJECTION: FLUSH
 BY1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1281+STABILITY: SURFACE MOTION
 BY1281
 BY1281  HISTORY     - Date     Condition        Report By
 BY1281  HISTORY     - 1938     MONUMENTED       CGS
 BY1281  HISTORY     - 1952     GOOD             NGS
 BY1281  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1281  HISTORY     - 1980     GOOD             NGS
 BY1281  HISTORY     - 19960420 GOOD             USPSQD
 BY1281  HISTORY     - 20040605 GOOD             USPSQD
 BY1281
 BY1281                          STATION DESCRIPTION
 BY1281
 BY1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1281'1.1 MI NW FROM TURNEY.
 BY1281'1.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1281'STATION AT TURNEY, 3 POLES SOUTHEAST OF MILEPOST 197, AT A ROAD
 BY1281'CROSSING, 50 FEET NORTHEAST OF THE NORTHEAST RAIL, 33 FEET SOUTH OF
 BY1281'THE CENTER LINE OF A ROAD, 1.2 FEET NORTHEAST OF A FENCE, 2 FEET
 BY1281'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1281'IS FLUSH WITH THE GROUND.
 BY1281
 BY1281                          STATION RECOVERY (1973)
 BY1281
 BY1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1281'MARK NOT FOUND.
 BY1281
 BY1281                          STATION RECOVERY (1980)
 BY1281
 BY1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1281'3.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE IN
 BY1281'JACKSONVILLE, THENCE 1.15 MILES EAST ALONG FARM ROAD 22, THENCE 0.45
 BY1281'MILE EAST ALONG A TRACK ROAD, AT THE ENTRANCE TO A LANDING STRIP, AT
 BY1281'THE CORNER OF A HEDGE ROW, 50.0 FT. NORTHEAST OF THE NORTHEAST RAIL OF
 BY1281'THE SOUTHERN PACIFIC RAILROAD, 33.0 FT. SOUTH OF THE CENTERLINE OF THE
 BY1281'ROAD.
 BY1281'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 BY1281'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY1281
 BY1281                          STATION RECOVERY (1996)
 BY1281
 BY1281'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1281'RECOVERED IN GOOD CONDITION.
 BY1281
 BY1281                          STATION RECOVERY (2004)
 BY1281
 BY1281'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY1281'RAILROAD HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0543 ***********************************************************************
 EO0543  SACS        -  This is a Secondary Airport Control Station.
 EO0543  DESIGNATION -  U 1470
 EO0543  PID         -  EO0543
 EO0543  STATE/COUNTY-  TX/BAILEY
 EO0543  USGS QUAD   -  MULESHOE (1980)
 EO0543
 EO0543                         *CURRENT SURVEY CONTROL
 EO0543  ___________________________________________________________________
 EO0543* NAD 83(1993)-  34 10 40.29312(N)    102 39 22.15779(W)     ADJUSTED  
 EO0543* NAVD 88     -      1155.867  (meters)    3792.21   (feet)  ADJUSTED  
 EO0543  ___________________________________________________________________
 EO0543  X           -  -1,157,533.270 (meters)                     COMP
 EO0543  Y           -  -5,154,769.736 (meters)                     COMP
 EO0543  Z           -   3,563,420.987 (meters)                     COMP
 EO0543  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 EO0543  ELLIP HEIGHT-        1131.46  (meters)          (10/24/00) GPS OBS
 EO0543  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 EO0543  DYNAMIC HT  -        1154.367 (meters)    3787.29  (feet)  COMP
 EO0543  MODELED GRAV-     979,298.4   (mgal)                       NAVD 88
 EO0543
 EO0543  HORZ ORDER  -  FIRST
 EO0543  VERT ORDER  -  FIRST     CLASS II
 EO0543  ELLP ORDER  -  FOURTH    CLASS II
 EO0543
 EO0543.This mark is at Muleshoe Muni (TA87) Airport (TA87)
 EO0543
 EO0543.The horizontal coordinates were established by GPS observations
 EO0543.and adjusted by the National Geodetic Survey in August 1996..
 EO0543
 EO0543.The orthometric height was determined by differential leveling
 EO0543.and adjusted by the National Geodetic Survey in June 1991..
 EO0543.WARNING-GPS observations at this control monument resulted in a GPS
 EO0543.derived orthometric height which differed from the leveled height by
 EO0543.more than one decimeter (0.1 meter).
 EO0543
 EO0543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EO0543
 EO0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0543
 EO0543.The ellipsoidal height was determined by GPS observations
 EO0543.and is referenced to NAD 83.
 EO0543
 EO0543.The geoid height was determined by GEOID03.
 EO0543
 EO0543.The dynamic height is computed by dividing the NAVD 88
 EO0543.geopotential number by the normal gravity value computed on the
 EO0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0543.degrees latitude (g = 980.6199 gals.).
 EO0543
 EO0543.The modeled gravity was interpolated from observed gravity values.
 EO0543
 EO0543;                    North         East     Units Scale Factor Converg.
 EO0543;SPC TXNC     - 2,286,065.436   216,911.375   MT  1.00006575   -2 16 00.3
 EO0543;SPC TXNC     - 7,500,199.68    711,650.07   sFT  1.00006575   -2 16 00.3
 EO0543;UTM  13      - 3,784,359.885   716,019.252   MT  1.00017526   +1 19 01.9
 EO0543
 EO0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0543!SPC TXNC     -   0.99982241  x   1.00006575  =   0.99988815
 EO0543!UTM  13      -   0.99982241  x   1.00017526  =   0.99999764
 EO0543
 EO0543                          SUPERSEDED SURVEY CONTROL
 EO0543
 EO0543  ELLIP H (08/30/96) 1131.48   (m)                       GP(       ) 1 2
 EO0543
 EO0543.Superseded values are not recommended for survey control.
 EO0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0543.See file dsdata.txt to determine how the superseded data were derived.
 EO0543
 EO0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT1601984360(NAD 83)
 EO0543_MARKER: I = METAL ROD
 EO0543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0543_SP_SET: STAINLESS STEEL ROD
 EO0543_STAMPING: U 1470 1982
 EO0543_MARK LOGO: NGS   
 EO0543_PROJECTION: FLUSH
 EO0543_MAGNETIC: I = MARKER IS A STEEL ROD
 EO0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0543+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1997
 EO0543_ROD/PIPE-DEPTH: 4.3  meters
 EO0543
 EO0543  HISTORY     - Date     Condition        Report By
 EO0543  HISTORY     - 1982     MONUMENTED       NGS
 EO0543  HISTORY     - 19950524 GOOD             NGS
 EO0543  HISTORY     - 19970325 GOOD             NGS
 EO0543  HISTORY     - 20000427 GOOD             TXDOT
 EO0543
 EO0543                          STATION DESCRIPTION
 EO0543
 EO0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0543'8.1 KM (5.05 MI) SE FROM MULESHOE.
 EO0543'8.1 KM (5.05 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0543'JUNCTION WITH U.S. HIGHWAY 70 IN MULESHOE, 38.4 METERS (126.0 FT)
 EO0543'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EO0543'HIGHWAY, 11.0 METERS (36.1 FT) WEST-NORTHWEST OF A UTILITY POLE, 6.4
 EO0543'METERS (21.0 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING WEST
 EO0543'ALONG A UTILITY LINE, 5.5 METERS (18.0 FT) SOUTH OF UTILITY POLE
 EO0543'NUMBER 5 AND 0.9 METER (3.0 FT) NORTH-NORTHEAST OF A UTILITY POLE.
 EO0543'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0543'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EO0543'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EO0543
 EO0543                          STATION RECOVERY (1995)
 EO0543
 EO0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EO0543'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) SOUTHWEST OF MULESHOE,
 EO0543'16.2 KM (10.05 MI) NORTHEAST OF SUDAN, ALONG U.S.  HIGHWAY 84, ACROSS
 EO0543'THE HIGHWAY FROM THE ENTRANCE ROAD TO THE MULESHOE MUNICIPAL AIRPORT.
 EO0543'OWNERSHIP--TEXAS HIGHWAY DEPARTMENT.  TO REACH THE STATION FROM THE
 EO0543'JUNCTION OF U.S.  HIGHWAYS 70, 84 AND STATE HIGHWAY 214 IN MULESHOE,
 EO0543'GO SOUTHEAST, 8.1 KM (5.05 MI) ON HIGHWAY 84 TO THE ENTRANCE ROAD TO
 EO0543'THE AIRPORT ON THE LEFT AT A POWER LINE CROSSING AND THE STATION ON
 EO0543'THE RIGHT OF THE HIGHWAY.  STATION IS 38.3 M (125.7 FT) SOUTHWEST OF
 EO0543'THE HIGHWAY SOUTHEAST BOUND LANES CENTERLINE, 8.6 M (28.2 FT)
 EO0543'SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING WEST, 0.8 M (2.6 FT)
 EO0543'NORTH-NORTHWEST OF THE CENTER 1 OF 3 UTILITY POLES, 0.4 M (1.3 FT)
 EO0543'NORTH-NORTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE
 EO0543'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 EO0543'A 5-INCH LOGO CAP.  BY R.G.  HAYES
 EO0543
 EO0543                          STATION RECOVERY (1997)
 EO0543
 EO0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 EO0543'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  MARK IS
 EO0543'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 EO0543
 EO0543                          STATION RECOVERY (2000)
 EO0543
 EO0543'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 EO0543'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6320 ***********************************************************************
 AC6320  DESIGNATION -  U 1471
 AC6320  PID         -  AC6320
 AC6320  STATE/COUNTY-  TX/JEFFERSON
 AC6320  USGS QUAD   -  BEAUMONT EAST (1994)
 AC6320
 AC6320                         *CURRENT SURVEY CONTROL
 AC6320  ___________________________________________________________________
 AC6320* NAD 83(1986)-  30 05 49.     (N)    094 06 42.     (W)     SCALED    
 AC6320* NAVD 88     -         7.727  (meters)      25.35   (feet)  ADJUSTED  
 AC6320  ___________________________________________________________________
 AC6320  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AC6320  DYNAMIC HT  -           7.717 (meters)      25.32  (feet)  COMP
 AC6320  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 AC6320
 AC6320  VERT ORDER  -  FIRST     CLASS II
 AC6320
 AC6320.The horizontal coordinates were scaled from a topographic map and have
 AC6320.an estimated accuracy of +/- 6 seconds.
 AC6320
 AC6320.The orthometric height was determined by differential leveling
 AC6320.and adjusted by the National Geodetic Survey in July 2002..
 AC6320
 AC6320.The geoid height was determined by GEOID03.
 AC6320
 AC6320.The dynamic height is computed by dividing the NAVD 88
 AC6320.geopotential number by the normal gravity value computed on the
 AC6320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6320.degrees latitude (g = 980.6199 gals.).
 AC6320
 AC6320.The modeled gravity was interpolated from observed gravity values.
 AC6320
 AC6320;                    North         East    Units  Estimated Accuracy
 AC6320;SPC TXSC     - 4,260,720.    1,071,040.      MT  (+/- 180 meters Scaled)
 AC6320
 AC6320                          SUPERSEDED SURVEY CONTROL
 AC6320
 AC6320.No superseded survey control is available for this station.
 AC6320
 AC6320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP928300(NAD 83)
 AC6320_MARKER: DV = VERTICAL CONTROL DISK
 AC6320_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC6320_SP_SET: PIER
 AC6320_STAMPING: U 1471 1996
 AC6320_MARK LOGO: NGS   
 AC6320_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6320+STABILITY: POSITION/ELEVATION WELL
 AC6320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6320+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AC6320
 AC6320  HISTORY     - Date     Condition        Report By
 AC6320  HISTORY     - 1996     MONUMENTED       NGS
 AC6320  HISTORY     - 20040401 GOOD             USPSQD
 AC6320  HISTORY     - 20050501 GOOD             USPSQD
 AC6320
 AC6320                          STATION DESCRIPTION
 AC6320
 AC6320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6320'IN BEAUMONT, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND MARTIN
 AC6320'LUTHER KING PARKWAY, SET VERTICALLY IN THE NORTH FACE OF THE MOST
 AC6320'NORTHERLY OF 10 CONCRETE COLUMNS OF THE 3RD PIER WEST OF THE EAST
 AC6320'ABUTMENT OF THE HIGHWAY OVERPASS OF THE PARKWAY, 13.3 M (43.6 FT)
 AC6320'NORTH OF THE HIGHWAY CENTER, 12.4 M (40.7 FT) WEST OF THE CENTER OF
 AC6320'THE NORTHBOUND LANES OF THE PARKWAY, AND 1.6 M (5.2 FT) ABOVE THE
 AC6320'LEVEL OF THE PARKWAY.
 AC6320
 AC6320                          STATION RECOVERY (2004)
 AC6320
 AC6320'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AC6320'RECOVERED IN GOOD CONDITION.
 AC6320
 AC6320                          STATION RECOVERY (2005)
 AC6320
 AC6320'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AC6320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4863 ***********************************************************************
 AW4863  DESIGNATION -  U 1472
 AW4863  PID         -  AW4863
 AW4863  STATE/COUNTY-  TX/HARRIS
 AW4863  USGS QUAD   -  LA PORTE (1982)
 AW4863
 AW4863                         *CURRENT SURVEY CONTROL
 AW4863  ___________________________________________________________________
 AW4863* NAD 83(1986)-  29 42 06.     (N)    095 04 56.     (W)     SCALED    
 AW4863* NAVD 88     -         8.460  (meters)      27.76   (feet)  ADJUSTED  
 AW4863  ___________________________________________________________________
 AW4863  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW4863  DYNAMIC HT  -           8.448 (meters)      27.72  (feet)  COMP
 AW4863  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 AW4863
 AW4863  VERT ORDER  -  FIRST     CLASS II
 AW4863
 AW4863.The horizontal coordinates were scaled from a topographic map and have
 AW4863.an estimated accuracy of +/- 6 seconds.
 AW4863
 AW4863.The orthometric height was determined by differential leveling
 AW4863.and adjusted by the National Geodetic Survey in June 1991..
 AW4863
 AW4863.The geoid height was determined by GEOID03.
 AW4863
 AW4863.The dynamic height is computed by dividing the NAVD 88
 AW4863.geopotential number by the normal gravity value computed on the
 AW4863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4863.degrees latitude (g = 980.6199 gals.).
 AW4863
 AW4863.The modeled gravity was interpolated from observed gravity values.
 AW4863
 AW4863;                    North         East    Units  Estimated Accuracy
 AW4863;SPC TXSC     - 4,213,410.      979,020.      MT  (+/- 180 meters Scaled)
 AW4863
 AW4863                          SUPERSEDED SURVEY CONTROL
 AW4863
 AW4863  NGVD 29 (12/23/87)    8.457  (m)           27.75   (f) ADJUSTED    1 2
 AW4863
 AW4863.Superseded values are not recommended for survey control.
 AW4863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4863.See file dsdata.txt to determine how the superseded data were derived.
 AW4863
 AW4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN985875(NAD 83)
 AW4863_MARKER: I = METAL ROD
 AW4863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4863_SP_SET: STAINLESS STEEL ROD
 AW4863_STAMPING: U 1472 1983
 AW4863_MARK LOGO: NGS   
 AW4863_PROJECTION: FLUSH
 AW4863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4863_ROD/PIPE-DEPTH: 12.2 meters
 AW4863
 AW4863  HISTORY     - Date     Condition        Report By
 AW4863  HISTORY     - 1983     MONUMENTED       NGS
 AW4863  HISTORY     - 1986     GOOD             NGS
 AW4863  HISTORY     - 1987     GOOD             USPSQD
 AW4863  HISTORY     - 19970927 GOOD             USPSQD
 AW4863  HISTORY     - 19970929 GOOD             USPSQD
 AW4863
 AW4863                          STATION DESCRIPTION
 AW4863
 AW4863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4863'4.5 KM (2.8 MI) ESE FROM DEER PARK.
 AW4863'4.5 KM (2.8 MI) EAST-SOUTHEAST ALONG STATE ROUTE 225 EASTBOUND FROM
 AW4863'THE JUNCTION OF CENTER STREET IN DEER PARK, AT STRANG ROAD LEADING
 AW4863'SOUTHEAST AND PARALLELING STATE ROUTE 225 WESTBOUND, 15.5 METERS
 AW4863'(51.0 FT) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANE OF ROUTE
 AW4863'225, 9.5 METERS (31.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF STRANG
 AW4863'ROAD, 9.5 METERS (31.0 FT) EAST-SOUTHEAST OF THE NORTH CORNER OF A 3
 AW4863'FOOT CONCRETE CULVERT HEADWALL, 0.9 METER (3.0 FT) EAST-SOUTHEAST OF A
 AW4863'POWERLINE POLE, 0.9 METER (3.0 FT) EAST-SOUTHEAST OF A CONCRETE
 AW4863'HIGHWAY RIGHT OF WAY POST, AND 0.3 METER (1.0 FT) NORTHEAST OF A FENCE
 AW4863'POST.
 AW4863'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AW4863'THE MARK IS 0.61 M ABOVE HIGHWAY.
 AW4863
 AW4863                          STATION RECOVERY (1986)
 AW4863
 AW4863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4863'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE WITH
 AW4863'THE FOLLOWING CORRECTIONS.  CHANGE EASTBOUND TO WESTBOUND LANES OF
 AW4863'STATE HIGHWAY 225.
 AW4863
 AW4863                          STATION RECOVERY (1987)
 AW4863
 AW4863'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4863'RECOVERED IN GOOD CONDITION.
 AW4863
 AW4863                          STATION RECOVERY (1997)
 AW4863
 AW4863'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4863'RECOVERED IN GOOD CONDITION.
 AW4863
 AW4863                          STATION RECOVERY (1997)
 AW4863
 AW4863'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0929 ***********************************************************************
 CA0929  DESIGNATION -  U 1473
 CA0929  PID         -  CA0929
 CA0929  STATE/COUNTY-  TX/MILLS
 CA0929  USGS QUAD   -  MULLIN (1980)
 CA0929
 CA0929                         *CURRENT SURVEY CONTROL
 CA0929  ___________________________________________________________________
 CA0929* NAD 83(1986)-  31 35 02.     (N)    098 40 48.     (W)     SCALED    
 CA0929* NAVD 88     -       461.380  (meters)    1513.71   (feet)  ADJUSTED  
 CA0929  ___________________________________________________________________
 CA0929  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CA0929  DYNAMIC HT  -         460.777 (meters)    1511.73  (feet)  COMP
 CA0929  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 CA0929
 CA0929  VERT ORDER  -  FIRST     CLASS II
 CA0929
 CA0929.The horizontal coordinates were scaled from a topographic map and have
 CA0929.an estimated accuracy of +/- 6 seconds.
 CA0929
 CA0929.The orthometric height was determined by differential leveling
 CA0929.and adjusted by the National Geodetic Survey in June 1991..
 CA0929
 CA0929.The geoid height was determined by GEOID03.
 CA0929
 CA0929.The dynamic height is computed by dividing the NAVD 88
 CA0929.geopotential number by the normal gravity value computed on the
 CA0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0929.degrees latitude (g = 980.6199 gals.).
 CA0929
 CA0929.The modeled gravity was interpolated from observed gravity values.
 CA0929
 CA0929;                    North         East    Units  Estimated Accuracy
 CA0929;SPC TX C     - 3,213,710.      856,910.      MT  (+/- 180 meters Scaled)
 CA0929
 CA0929                          SUPERSEDED SURVEY CONTROL
 CA0929
 CA0929.No superseded survey control is available for this station.
 CA0929
 CA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV303943(NAD 83)
 CA0929_MARKER: I = METAL ROD
 CA0929_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0929+WITH SETTING: INFORMATION.
 CA0929_SP_SET: SHALLOW SET METAL ROD
 CA0929_STAMPING: U 1473 1983
 CA0929_MARK LOGO: NGS   
 CA0929_PROJECTION: FLUSH
 CA0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0929_ROD/PIPE-DEPTH: 2.1  meters
 CA0929
 CA0929  HISTORY     - Date     Condition        Report By
 CA0929  HISTORY     - 1983     MONUMENTED       NGS
 CA0929
 CA0929                          STATION DESCRIPTION
 CA0929
 CA0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0929'19.9 KM (12.35 MI) NW FROM GOLDTHWAITE.
 CA0929'19.9 KM (12.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0929'COURTHOUSE IN GOLDTHWAITE, 0.6 KM (0.35 MI) SOUTHEAST OF A GRAVELED
 CA0929'ROAD LEADING NORTHEAST, 19.5 KM (64.0 FT) NORTHEAST OF THE CENTERLINE
 CA0929'OF THE HIGHWAY AND 8.2 METERS (26.9 FT) SOUTHEAST OF THE EXTENDED
 CA0929'CENTER OF A PRIVATE DRIVEWAY LEADING SOUTHWEST.  NOTE, REFUSAL WAS
 CA0929'REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CA0929'CAP.
 CA0929'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0929'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0954 ***********************************************************************
 CA0954  DESIGNATION -  U 1474
 CA0954  PID         -  CA0954
 CA0954  STATE/COUNTY-  TX/LAMPASAS
 CA0954  USGS QUAD   -  FLAT TOP PEAK (1979)
 CA0954
 CA0954                         *CURRENT SURVEY CONTROL
 CA0954  ___________________________________________________________________
 CA0954* NAD 83(1986)-  31 07 37.     (N)    098 12 18.     (W)     SCALED    
 CA0954* NAVD 88     -       363.856  (meters)    1193.75   (feet)  ADJUSTED  
 CA0954  ___________________________________________________________________
 CA0954  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA0954  DYNAMIC HT  -         363.370 (meters)    1192.16  (feet)  COMP
 CA0954  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 CA0954
 CA0954  VERT ORDER  -  FIRST     CLASS II
 CA0954
 CA0954.The horizontal coordinates were scaled from a topographic map and have
 CA0954.an estimated accuracy of +/- 6 seconds.
 CA0954
 CA0954.The orthometric height was determined by differential leveling
 CA0954.and adjusted by the National Geodetic Survey in June 1991..
 CA0954
 CA0954.The geoid height was determined by GEOID03.
 CA0954
 CA0954.The dynamic height is computed by dividing the NAVD 88
 CA0954.geopotential number by the normal gravity value computed on the
 CA0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0954.degrees latitude (g = 980.6199 gals.).
 CA0954
 CA0954.The modeled gravity was interpolated from observed gravity values.
 CA0954
 CA0954;                    North         East    Units  Estimated Accuracy
 CA0954;SPC TX C     - 3,163,820.      902,960.      MT  (+/- 180 meters Scaled)
 CA0954
 CA0954                          SUPERSEDED SURVEY CONTROL
 CA0954
 CA0954.No superseded survey control is available for this station.
 CA0954
 CA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV757439(NAD 83)
 CA0954_MARKER: I = METAL ROD
 CA0954_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0954+WITH SETTING: INFORMATION.
 CA0954_SP_SET: SHALLOW SET METAL ROD
 CA0954_STAMPING: U 1474 1983
 CA0954_MARK LOGO: NGS   
 CA0954_PROJECTION: FLUSH
 CA0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0954_ROD/PIPE-DEPTH: 2.7  meters
 CA0954
 CA0954  HISTORY     - Date     Condition        Report By
 CA0954  HISTORY     - 1983     MONUMENTED       NGS
 CA0954
 CA0954                          STATION DESCRIPTION
 CA0954
 CA0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0954'8.2 KM (5.1 MI) NW FROM LAMPASAS.
 CA0954'8.2 KM (5.1 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0954'RAILROAD STATION IN LAMPASAS, 53.3 METERS (174.9 FT) SOUTHEAST OF
 CA0954'RAILROAD SIGNAL NUMBER 2781, 35.0 METERS (114.8 FT) SOUTHEAST OF
 CA0954'MILEPOST 278, 13.7 METERS (44.9 FT) SOUTH OF THE NEAR RAIL AND 3.7
 CA0954'METERS (12.1 FT) EAST OF THE CENTER OF A FIELD ENTRANCE.  NOTE,
 CA0954'REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 CA0954'5-INCH LOGO CAP.
 CA0954'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CA0954'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1229 ***********************************************************************
 BZ1229  DESIGNATION -  U 1475
 BZ1229  PID         -  BZ1229
 BZ1229  STATE/COUNTY-  TX/BELL
 BZ1229  USGS QUAD   -  KILLEEN (1995)
 BZ1229
 BZ1229                         *CURRENT SURVEY CONTROL
 BZ1229  ___________________________________________________________________
 BZ1229* NAD 83(1986)-  31 07 16.     (N)    097 44 35.     (W)     SCALED    
 BZ1229* NAVD 88     -       256.323  (meters)     840.95   (feet)  ADJUSTED  
 BZ1229  ___________________________________________________________________
 BZ1229  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BZ1229  DYNAMIC HT  -         255.980 (meters)     839.83  (feet)  COMP
 BZ1229  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 BZ1229
 BZ1229  VERT ORDER  -  FIRST     CLASS II
 BZ1229
 BZ1229.The horizontal coordinates were scaled from a topographic map and have
 BZ1229.an estimated accuracy of +/- 6 seconds.
 BZ1229
 BZ1229.The orthometric height was determined by differential leveling
 BZ1229.and adjusted by the National Geodetic Survey in June 1991..
 BZ1229
 BZ1229.The geoid height was determined by GEOID03.
 BZ1229
 BZ1229.The dynamic height is computed by dividing the NAVD 88
 BZ1229.geopotential number by the normal gravity value computed on the
 BZ1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1229.degrees latitude (g = 980.6199 gals.).
 BZ1229
 BZ1229.The modeled gravity was interpolated from observed gravity values.
 BZ1229
 BZ1229;                    North         East    Units  Estimated Accuracy
 BZ1229;SPC TX C     - 3,164,110.      947,020.      MT  (+/- 180 meters Scaled)
 BZ1229
 BZ1229                          SUPERSEDED SURVEY CONTROL
 BZ1229
 BZ1229.No superseded survey control is available for this station.
 BZ1229
 BZ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV198437(NAD 83)
 BZ1229_MARKER: I = METAL ROD
 BZ1229_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1229+WITH SETTING: INFORMATION.
 BZ1229_SP_SET: SHALLOW SET METAL ROD
 BZ1229_STAMPING: U 1475 1983
 BZ1229_MARK LOGO: NGS   
 BZ1229_PROJECTION: FLUSH
 BZ1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1229_ROD/PIPE-DEPTH: 3.0  meters
 BZ1229
 BZ1229  HISTORY     - Date     Condition        Report By
 BZ1229  HISTORY     - 1983     MONUMENTED       NGS
 BZ1229  HISTORY     - 19950715 GOOD             USPSQD
 BZ1229  HISTORY     - 20010317 GOOD             USPSQD
 BZ1229  HISTORY     - 20031030 GOOD             JCLS
 BZ1229
 BZ1229                          STATION DESCRIPTION
 BZ1229
 BZ1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1229'1.5 KM (0.95 MI) WEST FROM KILLEEN.
 BZ1229'1.5 KM (0.95 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 BZ1229'RAILROAD STATION IN KILLEEN, 32.5 METERS (106.6 FT) WEST OF THE
 BZ1229'CENTERLINE OF THE SOUTH BOUND LANES OF FARM ROAD 440, 29.8 METERS
 BZ1229'(97.8 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S.
 BZ1229'HIGHWAY 190 BUSINESS, 25.5 METERS (83.7 FT) SOUTH OF THE NEAR RAIL AND
 BZ1229'1.1 METERS (3.6 FT) EAST OF THE MOST WESTERLY 1 0F 2 LEGS OF A DOUBLE
 BZ1229'UTILITY POLE.  NOTE, REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE
 BZ1229'DATUM POINT LOGO CAP IS THROUGH A 5-INCH LOGO CAP.
 BZ1229'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BZ1229'THE MARK IS ABOVE LEVEL WITH THE FARM ROAD.
 BZ1229
 BZ1229                          STATION RECOVERY (1995)
 BZ1229
 BZ1229'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1229'RECOVERED IN GOOD CONDITION.
 BZ1229
 BZ1229                          STATION RECOVERY (2001)
 BZ1229
 BZ1229'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ1229'RECOVERED IN GOOD CONDITION.
 BZ1229
 BZ1229                          STATION RECOVERY (2003)
 BZ1229
 BZ1229'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 BZ1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2470 ***********************************************************************
 CS2470  DESIGNATION -  U 1476
 CS2470  PID         -  CS2470
 CS2470  STATE/COUNTY-  TX/JOHNSON
 CS2470  USGS QUAD   -  ALVARADO (1978)
 CS2470
 CS2470                         *CURRENT SURVEY CONTROL
 CS2470  ___________________________________________________________________
 CS2470* NAD 83(1986)-  32 24 58.     (N)    097 13 39.     (W)     SCALED    
 CS2470* NAVD 88     -       234.991  (meters)     770.97   (feet)  ADJUSTED  
 CS2470  ___________________________________________________________________
 CS2470  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CS2470  DYNAMIC HT  -         234.710 (meters)     770.04  (feet)  COMP
 CS2470  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 CS2470
 CS2470  VERT ORDER  -  FIRST     CLASS II
 CS2470
 CS2470.The horizontal coordinates were scaled from a topographic map and have
 CS2470.an estimated accuracy of +/- 6 seconds.
 CS2470
 CS2470.The orthometric height was determined by differential leveling
 CS2470.and adjusted by the National Geodetic Survey in June 1991..
 CS2470
 CS2470.The geoid height was determined by GEOID03.
 CS2470
 CS2470.The dynamic height is computed by dividing the NAVD 88
 CS2470.geopotential number by the normal gravity value computed on the
 CS2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2470.degrees latitude (g = 980.6199 gals.).
 CS2470
 CS2470.The modeled gravity was interpolated from observed gravity values.
 CS2470
 CS2470;                    North         East    Units  Estimated Accuracy
 CS2470;SPC TXNC     - 2,083,830.      719,690.      MT  (+/- 180 meters Scaled)
 CS2470
 CS2470                          SUPERSEDED SURVEY CONTROL
 CS2470
 CS2470.No superseded survey control is available for this station.
 CS2470
 CS2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA666879(NAD 83)
 CS2470_MARKER: DB = BENCH MARK DISK
 CS2470_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2470_SP_SET: PIER
 CS2470_STAMPING: U 1476 1983
 CS2470_MARK LOGO: NGS   
 CS2470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2470
 CS2470  HISTORY     - Date     Condition        Report By
 CS2470  HISTORY     - 1983     MONUMENTED       NGS
 CS2470  HISTORY     - 19910413 GOOD             USPSQD
 CS2470  HISTORY     - 19940324 GOOD             USPSQD
 CS2470  HISTORY     - 19990605 GOOD             USPSQD
 CS2470
 CS2470                          STATION DESCRIPTION
 CS2470
 CS2470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2470'17.3 KM (10.7 MI) NORTH FROM GRANDVIEW.
 CS2470'0.2 KM (0.1 MI) EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE
 CS2470'MISSOURI, KANSAS AND TEXAS RAILROAD IN GRANDVIEW, THENCE 17.1 KM (10.6
 CS2470'MI) NORTHERLY ALONG U.S. HIGHWAY 81, SET VERTICALLY IN THE EAST FACE
 CS2470'OF THE MOST EASTERLY 1 OF 3 PIERS OF THE SOUTH BOUND OVERPASS OF U.S.
 CS2470'HIGHWAY 67, 8.3 METERS (27.2 FT) SOUTH OF THE CENTERLINE OF THE EAST
 CS2470'BOUND LANES OF HIGHWAY 67 AND 5.0 METERS (16.4 FT) EAST OF THE
 CS2470'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 CS2470'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2470
 CS2470                          STATION RECOVERY (1991)
 CS2470
 CS2470'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2470'RECOVERED IN GOOD CONDITION.
 CS2470
 CS2470                          STATION RECOVERY (1994)
 CS2470
 CS2470'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2470'RECOVERED IN GOOD CONDITION.
 CS2470
 CS2470                          STATION RECOVERY (1999)
 CS2470
 CS2470'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2434 ***********************************************************************
 CS2434  DESIGNATION -  U 1477
 CS2434  PID         -  CS2434
 CS2434  STATE/COUNTY-  TX/PARKER
 CS2434  USGS QUAD   -  ANNETA (1979)
 CS2434
 CS2434                         *CURRENT SURVEY CONTROL
 CS2434  ___________________________________________________________________
 CS2434* NAD 83(1993)-  32 45 00.04197(N)    097 40 52.90207(W)     ADJUSTED  
 CS2434* NAVD 88     -       299.620  (meters)     983.00   (feet)  ADJUSTED  
 CS2434  ___________________________________________________________________
 CS2434  X           -    -717,741.495 (meters)                     COMP
 CS2434  Y           -  -5,321,567.597 (meters)                     COMP
 CS2434  Z           -   3,430,820.955 (meters)                     COMP
 CS2434  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 CS2434  ELLIP HEIGHT-         271.19  (meters)          (06/25/01) GPS OBS
 CS2434  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CS2434  DYNAMIC HT  -         299.258 (meters)     981.82  (feet)  COMP
 CS2434  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 CS2434
 CS2434  HORZ ORDER  -  THIRD
 CS2434  VERT ORDER  -  FIRST     CLASS II
 CS2434  ELLP ORDER  -  FIFTH     CLASS I
 CS2434
 CS2434.This mark is at Parker Co (WEA) Airport (WEA)
 CS2434
 CS2434.The horizontal coordinates were established by GPS observations
 CS2434.and adjusted by the National Geodetic Survey in November 1996..
 CS2434
 CS2434.The orthometric height was determined by differential leveling
 CS2434.and adjusted by the National Geodetic Survey in June 1991..
 CS2434
 CS2434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2434
 CS2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2434
 CS2434.The ellipsoidal height was determined by GPS observations
 CS2434.and is referenced to NAD 83.
 CS2434
 CS2434.The geoid height was determined by GEOID03.
 CS2434
 CS2434.The dynamic height is computed by dividing the NAVD 88
 CS2434.geopotential number by the normal gravity value computed on the
 CS2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2434.degrees latitude (g = 980.6199 gals.).
 CS2434
 CS2434.The modeled gravity was interpolated from observed gravity values.
 CS2434
 CS2434;                    North         East     Units Scale Factor Converg.
 CS2434;SPC TXNC     - 2,120,430.897   676,709.908   MT  0.99988639   +0 26 47.3
 CS2434;SPC TXNC     - 6,956,780.37  2,220,172.42   sFT  0.99988639   +0 26 47.3
 CS2434;UTM  14      - 3,624,342.859   623,532.462   MT  0.99978817   +0 42 48.4
 CS2434
 CS2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2434!SPC TXNC     -   0.99995742  x   0.99988639  =   0.99984382
 CS2434!UTM  14      -   0.99995742  x   0.99978817  =   0.99974560
 CS2434
 CS2434|---------------------------------------------------------------------|
 CS2434| PID    Reference Object                     Distance      Geod. Az  |
 CS2434|                                                           dddmmss.s |
 CS2434| CS3206 PARKPORT AZ MK                      327.863 METERS 19326     |
 CS2434|---------------------------------------------------------------------|
 CS2434
 CS2434                          SUPERSEDED SURVEY CONTROL
 CS2434
 CS2434  ELLIP H (11/05/96)  271.28   (m)                       GP(       ) 5 1
 CS2434  NAD 83(1993)-  32 45 00.04285(N)    097 40 52.90159(W) AD(       ) 3
 CS2434  ELLIP H (02/16/96)  271.30   (m)                       GP(       ) 5 1
 CS2434  NAD 83(1993)-  32 45 00.04633(N)    097 40 52.88589(W) AD(       ) 3
 CS2434  NAD 83(1986)-  32 45 00.04634(N)    097 40 52.88588(W) AD(       ) 3
 CS2434  NAD 27      -  32 44 59.58442(N)    097 40 51.79045(W) AD(       ) 3
 CS2434  NAVD 88 (11/05/96)  299.62   (m)          983.0    (f) LEVELING    3  
 CS2434  NGVD 29 (12/08/88)  299.54   (m)          982.7    (f) LEVELING    3  
 CS2434
 CS2434.Superseded values are not recommended for survey control.
 CS2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2434.See file dsdata.txt to determine how the superseded data were derived.
 CS2434
 CS2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2353224343(NAD 83)
 CS2434_MARKER: DB = BENCH MARK DISK
 CS2434_SETTING: 66 = SET IN ROCK OUTCROP
 CS2434_SP_SET: ROCK OUTCROP
 CS2434_STAMPING: U 1477 1983
 CS2434_MARK LOGO: NGS   
 CS2434_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS2434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2434+STABILITY: POSITION/ELEVATION WELL
 CS2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2434+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CS2434
 CS2434  HISTORY     - Date     Condition        Report By
 CS2434  HISTORY     - 1983     MONUMENTED       NGS
 CS2434  HISTORY     - 19871015 GOOD             NGS
 CS2434  HISTORY     - 19880304 GOOD
 CS2434  HISTORY     - 19941015 GOOD             NGS
 CS2434  HISTORY     - 19970524 GOOD             USPSQD
 CS2434  HISTORY     - 20051029 GOOD             USPSQD
 CS2434
 CS2434                          STATION DESCRIPTION
 CS2434
 CS2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2434'10.7 KM (6.65 MI) EAST FROM WEATHERFORD.
 CS2434'10.7 KM (6.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2434'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, AT THE NORTHEAST
 CS2434'CORNER OF THE PARKER COUNTY AIRPORT, IN THE NORTH END OF A 3- BY 15-FT
 CS2434'EXPOSED AREA OF OUTCROPPING BEDROCK, 41.5 METERS (136.2 FT) SOUTH OF
 CS2434'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 12.8 METERS
 CS2434'(42.0 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD AND 6.2 METERS
 CS2434'(20.3 FT) WEST OF THE CENTER OF A PAVED ROAD LEADING SOUTH.
 CS2434'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CS2434'THE MARK IS 1.0 M ABOVE THE ROAD.
 CS2434
 CS2434                          STATION RECOVERY (1987)
 CS2434
 CS2434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CS2434'RECOVERED IN GOOD CONDITION.
 CS2434
 CS2434                          STATION RECOVERY (1988)
 CS2434
 CS2434'RECOVERED 1988
 CS2434'RECOVERED IN GOOD CONDITION.
 CS2434
 CS2434                          STATION RECOVERY (1994)
 CS2434
 CS2434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS2434'RECOVERED AS DESCRIBED.
 CS2434
 CS2434                          STATION RECOVERY (1997)
 CS2434
 CS2434'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2434'RECOVERED IN GOOD CONDITION.
 CS2434
 CS2434                          STATION RECOVERY (2005)
 CS2434
 CS2434'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0900 ***********************************************************************
 CT0900  DESIGNATION -  U 1478
 CT0900  PID         -  CT0900
 CT0900  STATE/COUNTY-  TX/PALO PINTO
 CT0900  USGS QUAD   -  LIPAN (1984)
 CT0900
 CT0900                         *CURRENT SURVEY CONTROL
 CT0900  ___________________________________________________________________
 CT0900* NAD 83(1986)-  32 36 35.     (N)    098 06 37.     (W)     SCALED    
 CT0900* NAVD 88     -       251.928  (meters)     826.53   (feet)  ADJUSTED  
 CT0900  ___________________________________________________________________
 CT0900  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CT0900  DYNAMIC HT  -         251.618 (meters)     825.52  (feet)  COMP
 CT0900  MODELED GRAV-     979,401.3   (mgal)                       NAVD 88
 CT0900
 CT0900  VERT ORDER  -  FIRST     CLASS II
 CT0900
 CT0900.The horizontal coordinates were scaled from a topographic map and have
 CT0900.an estimated accuracy of +/- 6 seconds.
 CT0900
 CT0900.The orthometric height was determined by differential leveling
 CT0900.and adjusted by the National Geodetic Survey in June 1991..
 CT0900
 CT0900.The geoid height was determined by GEOID03.
 CT0900
 CT0900.The dynamic height is computed by dividing the NAVD 88
 CT0900.geopotential number by the normal gravity value computed on the
 CT0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0900.degrees latitude (g = 980.6199 gals.).
 CT0900
 CT0900.The modeled gravity was interpolated from observed gravity values.
 CT0900
 CT0900;                    North         East    Units  Estimated Accuracy
 CT0900;SPC TXNC     - 2,104,640.      636,580.      MT  (+/- 180 meters Scaled)
 CT0900
 CT0900                          SUPERSEDED SURVEY CONTROL
 CT0900
 CT0900.No superseded survey control is available for this station.
 CT0900
 CT0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB834083(NAD 83)
 CT0900_MARKER: DB = BENCH MARK DISK
 CT0900_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0900_SP_SET: PIER
 CT0900_STAMPING: U 1478 1983
 CT0900_MARK LOGO: NGS   
 CT0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0900+STABILITY: POSITION/ELEVATION WELL
 CT0900
 CT0900  HISTORY     - Date     Condition        Report By
 CT0900  HISTORY     - 1983     MONUMENTED       NGS
 CT0900  HISTORY     - 19980822 GOOD             USPSQD
 CT0900  HISTORY     - 20020320 GOOD             USPSQD
 CT0900  HISTORY     - 20040327 GOOD             USPSQD
 CT0900
 CT0900                          STATION DESCRIPTION
 CT0900
 CT0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0900'34.1 KM (21.2 MI) WEST FROM WEATHERFORD.
 CT0900'34.1 KM (21.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0900'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE
 CT0900'NORTH FACE OF THE MOST NORTHERLY 1 OF 3 PIER OF THE NORTHEAST BOUND
 CT0900'OVERPASS OVER U.S. HIGHWAY 281, 8.2 METERS (26.9 FT) EAST OF THE
 CT0900'CENTERLINE OF THE NORTH BOUND LANES OF HIGHWAY 281 AND 6.4 METERS
 CT0900'(21.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CT0900'HIGHWAY.
 CT0900'THE MARK IS 1.3 M ABOVE THE GROUND.
 CT0900
 CT0900                          STATION RECOVERY (1998)
 CT0900
 CT0900'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0900'RECOVERED IN GOOD CONDITION.
 CT0900
 CT0900                          STATION RECOVERY (2002)
 CT0900
 CT0900'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CT0900'RECOVERED IN GOOD CONDITION.
 CT0900
 CT0900                          STATION RECOVERY (2004)
 CT0900
 CT0900'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2482 ***********************************************************************
 CS2482  DESIGNATION -  U 1479
 CS2482  PID         -  CS2482
 CS2482  STATE/COUNTY-  TX/TARRANT
 CS2482  USGS QUAD   -  BURLESON (1981)
 CS2482
 CS2482                         *CURRENT SURVEY CONTROL
 CS2482  ___________________________________________________________________
 CS2482* NAD 83(1986)-  32 34 40.     (N)    097 19 10.     (W)     SCALED    
 CS2482* NAVD 88     -       219.499  (meters)     720.14   (feet)  ADJUSTED  
 CS2482  ___________________________________________________________________
 CS2482  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS2482  DYNAMIC HT  -         219.237 (meters)     719.28  (feet)  COMP
 CS2482  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 CS2482
 CS2482  VERT ORDER  -  FIRST     CLASS II
 CS2482
 CS2482.The horizontal coordinates were scaled from a topographic map and have
 CS2482.an estimated accuracy of +/- 6 seconds.
 CS2482
 CS2482.The orthometric height was determined by differential leveling
 CS2482.and adjusted by the National Geodetic Survey in June 1991..
 CS2482
 CS2482.The geoid height was determined by GEOID03.
 CS2482
 CS2482.The dynamic height is computed by dividing the NAVD 88
 CS2482.geopotential number by the normal gravity value computed on the
 CS2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2482.degrees latitude (g = 980.6199 gals.).
 CS2482
 CS2482.The modeled gravity was interpolated from observed gravity values.
 CS2482
 CS2482;                    North         East    Units  Estimated Accuracy
 CS2482;SPC TXNC     - 2,101,660.      710,840.      MT  (+/- 180 meters Scaled)
 CS2482
 CS2482                          SUPERSEDED SURVEY CONTROL
 CS2482
 CS2482.No superseded survey control is available for this station.
 CS2482
 CS2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB577057(NAD 83)
 CS2482_MARKER: DV = VERTICAL CONTROL DISK
 CS2482_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2482_SP_SET: BRIDGE ABUTMENT
 CS2482_STAMPING: U 1479 1983
 CS2482_MARK LOGO: NGS   
 CS2482_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS2482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2482
 CS2482  HISTORY     - Date     Condition        Report By
 CS2482  HISTORY     - 1983     MONUMENTED       NGS
 CS2482  HISTORY     - 19860423 GOOD             NGS
 CS2482  HISTORY     - 1990     GOOD             USPSQD
 CS2482  HISTORY     - 19960301 GOOD             USPSQD
 CS2482  HISTORY     - 20041023 GOOD             USPSQD
 CS2482
 CS2482                          STATION DESCRIPTION
 CS2482
 CS2482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2482'9.9 KM (6.15 MI) SOUTH FROM FORT WORTH.
 CS2482'9.9 KM (6.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2482'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, IN TOP OF AND 0.1 METER (0.3
 CS2482'FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF FARM ROAD
 CS2482'1187 OVERPASS (EXIT 39), 32.2 METERS (105.6 FT) EAST OF THE CENTERLINE
 CS2482'OF THE NORTH BOUND LANES OF THE HIGHWAY AND 7.1 METERS (23.3 FT) NORTH
 CS2482'OF THE CENTERLINE OF THE ROAD.
 CS2482'THE MARK IS 0.3 M BELOW THE ROAD.
 CS2482
 CS2482                          STATION RECOVERY (1986)
 CS2482
 CS2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RHK)
 CS2482'RECOVERED AS DESCRIBED.
 CS2482
 CS2482                          STATION RECOVERY (1990)
 CS2482
 CS2482'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS2482'RECOVERED IN GOOD CONDITION.
 CS2482
 CS2482                          STATION RECOVERY (1996)
 CS2482
 CS2482'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2482'RECOVERED IN GOOD CONDITION.
 CS2482
 CS2482                          STATION RECOVERY (2004)
 CS2482
 CS2482'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS2482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0942 ***********************************************************************
 CT0942  DESIGNATION -  U 1480
 CT0942  PID         -  CT0942
 CT0942  STATE/COUNTY-  TX/EASTLAND
 CT0942  USGS QUAD   -  EASTLAND (1987)
 CT0942
 CT0942                         *CURRENT SURVEY CONTROL
 CT0942  ___________________________________________________________________
 CT0942* NAD 83(1986)-  32 22 30.     (N)    098 51 22.     (W)     SCALED    
 CT0942* NAVD 88     -       452.154  (meters)    1483.44   (feet)  ADJUSTED  
 CT0942  ___________________________________________________________________
 CT0942  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CT0942  DYNAMIC HT  -         451.572 (meters)    1481.53  (feet)  COMP
 CT0942  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 CT0942
 CT0942  VERT ORDER  -  FIRST     CLASS II
 CT0942
 CT0942.The horizontal coordinates were scaled from a topographic map and have
 CT0942.an estimated accuracy of +/- 6 seconds.
 CT0942
 CT0942.The orthometric height was determined by differential leveling
 CT0942.and adjusted by the National Geodetic Survey in June 1991..
 CT0942
 CT0942.The geoid height was determined by GEOID03.
 CT0942
 CT0942.The dynamic height is computed by dividing the NAVD 88
 CT0942.geopotential number by the normal gravity value computed on the
 CT0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0942.degrees latitude (g = 980.6199 gals.).
 CT0942
 CT0942.The modeled gravity was interpolated from observed gravity values.
 CT0942
 CT0942;                    North         East    Units  Estimated Accuracy
 CT0942;SPC TXNC     - 2,078,610.      566,490.      MT  (+/- 180 meters Scaled)
 CT0942
 CT0942                          SUPERSEDED SURVEY CONTROL
 CT0942
 CT0942.No superseded survey control is available for this station.
 CT0942
 CT0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA135820(NAD 83)
 CT0942_MARKER: I = METAL ROD
 CT0942_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CT0942+WITH SETTING: INFORMATION.
 CT0942_SP_SET: SHALLOW SET METAL ROD
 CT0942_STAMPING: U 1480 1983
 CT0942_MARK LOGO: NGS   
 CT0942_PROJECTION: FLUSH
 CT0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0942_ROD/PIPE-DEPTH: 1.8  meters
 CT0942
 CT0942  HISTORY     - Date     Condition        Report By
 CT0942  HISTORY     - 1983     MONUMENTED       NGS
 CT0942  HISTORY     - 20020316 GOOD             USPSQD
 CT0942
 CT0942                          STATION DESCRIPTION
 CT0942
 CT0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0942'17.3 KM (10.75 MI) WEST FROM RANGER.
 CT0942'17.3 KM (10.75 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0942'JUNCTION WITH FARM ROAD 2461 IN RANGER, 0.3 KM (0.2 MI) EAST OF
 CT0942'MILEPOST 339, 45.5 METERS (149.3 FT) SOUTH OF THE CENTERLINE OF THE
 CT0942'EAST BOUND LANES OF THE HIGHWAY, 13.6 METERS (44.6 FT) SOUTH OF THE
 CT0942'CENTERLINE OF A FRONTAGE ROAD, 4.6 METERS (15.1 FT) WEST OF THE CENTER
 CT0942'OF A FIELD ENTRANCE AND 0.4 METERS (1.3 FT) WEST OF A T-FENCE CORNER.
 CT0942'NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS
 CT0942'THROUGH A 5-INCH LOGO CAP.
 CT0942'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CT0942'THE MARK IS 1.0 M ABOVE THE FRONTAGE ROAD.
 CT0942
 CT0942                          STATION RECOVERY (2002)
 CT0942
 CT0942'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1580 ***********************************************************************
 FL1580  DESIGNATION -  U 1481
 FL1580  PID         -  FL1580
 FL1580  STATE/COUNTY-  TX/RANDALL
 FL1580  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1580
 FL1580                         *CURRENT SURVEY CONTROL
 FL1580  ___________________________________________________________________
 FL1580* NAD 83(1986)-  35 01 30.     (N)    101 54 02.     (W)     SCALED    
 FL1580* NAVD 88     -      1090.987  (meters)    3579.35   (feet)  ADJUSTED  
 FL1580  ___________________________________________________________________
 FL1580  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1580  DYNAMIC HT  -        1089.671 (meters)    3575.03  (feet)  COMP
 FL1580  MODELED GRAV-     979,391.2   (mgal)                       NAVD 88
 FL1580
 FL1580  VERT ORDER  -  FIRST     CLASS II
 FL1580
 FL1580.The horizontal coordinates were scaled from a topographic map and have
 FL1580.an estimated accuracy of +/- 6 seconds.
 FL1580
 FL1580.The orthometric height was determined by differential leveling
 FL1580.and adjusted by the National Geodetic Survey in June 1991..
 FL1580
 FL1580.The geoid height was determined by GEOID03.
 FL1580
 FL1580.The dynamic height is computed by dividing the NAVD 88
 FL1580.geopotential number by the normal gravity value computed on the
 FL1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1580.degrees latitude (g = 980.6199 gals.).
 FL1580
 FL1580.The modeled gravity was interpolated from observed gravity values.
 FL1580
 FL1580;                    North         East    Units  Estimated Accuracy
 FL1580;SPC TX N     - 1,113,780.      163,450.      MT  (+/- 180 meters Scaled)
 FL1580
 FL1580                          SUPERSEDED SURVEY CONTROL
 FL1580
 FL1580.No superseded survey control is available for this station.
 FL1580
 FL1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD353796(NAD 83)
 FL1580_MARKER: DB = BENCH MARK DISK
 FL1580_SETTING: 66 = SET IN ROCK OUTCROP
 FL1580_SP_SET: ROCK OUTCROP
 FL1580_STAMPING: U 1481 1984
 FL1580_MARK LOGO: NGS   
 FL1580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1580+STABILITY: POSITION/ELEVATION WELL
 FL1580
 FL1580  HISTORY     - Date     Condition        Report By
 FL1580  HISTORY     - 1984     MONUMENTED       NGS
 FL1580
 FL1580                          STATION DESCRIPTION
 FL1580
 FL1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1580'6.4 KM (4.0 MI) NE FROM CANYON.
 FL1580'6.4 KM (4.0 MI) NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FL1580'RAILROAD FROM THE STATION IN CANYON, 0.7 KM (0.45 MI) SOUTHWEST OF
 FL1580'MILEPOST 566, IN THE CENTER OF A 12- BY 36-FOOT AREA OF OUTCROPPING
 FL1580'BEDROCK IN THE CENTER OF A CUT, 10.5 METERS (34.4 FT) SOUTHEAST OF THE
 FL1580'CENTER OF A DIRT ROAD, 7.1 METERS (23.3 FT) NORTHWEST OF THE NEAR
 FL1580'RAIL, 2.5 METERS (8.2 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 FL1580'OUTCROP.
 FL1580'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 FL1580'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0645 ***********************************************************************
 DO0645  DESIGNATION -  U 1482
 DO0645  PID         -  DO0645
 DO0645  STATE/COUNTY-  TX/WICHITA
 DO0645  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0645
 DO0645                         *CURRENT SURVEY CONTROL
 DO0645  ___________________________________________________________________
 DO0645* NAD 83(1986)-  33 55 58.     (N)    098 33 15.     (W)     SCALED    
 DO0645* NAVD 88     -       293.237  (meters)     962.06   (feet)  ADJUSTED  
 DO0645  ___________________________________________________________________
 DO0645  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DO0645  DYNAMIC HT  -         292.914 (meters)     961.00  (feet)  COMP
 DO0645  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 DO0645
 DO0645  VERT ORDER  -  FIRST     CLASS II
 DO0645
 DO0645.The horizontal coordinates were scaled from a topographic map and have
 DO0645.an estimated accuracy of +/- 6 seconds.
 DO0645
 DO0645.The orthometric height was determined by differential leveling
 DO0645.and adjusted by the National Geodetic Survey in June 1991..
 DO0645
 DO0645.The geoid height was determined by GEOID03.
 DO0645
 DO0645.The dynamic height is computed by dividing the NAVD 88
 DO0645.geopotential number by the normal gravity value computed on the
 DO0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0645.degrees latitude (g = 980.6199 gals.).
 DO0645
 DO0645.The modeled gravity was interpolated from observed gravity values.
 DO0645
 DO0645;                    North         East    Units  Estimated Accuracy
 DO0645;SPC TXNC     - 2,251,300.      594,990.      MT  (+/- 180 meters Scaled)
 DO0645
 DO0645                          SUPERSEDED SURVEY CONTROL
 DO0645
 DO0645.No superseded survey control is available for this station.
 DO0645
 DO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC412547(NAD 83)
 DO0645_MARKER: I = METAL ROD
 DO0645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0645_SP_SET: STAINLESS STEEL ROD
 DO0645_STAMPING: U 1482 1984
 DO0645_MARK LOGO: NGS   
 DO0645_PROJECTION: FLUSH
 DO0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0645_ROD/PIPE-DEPTH: 6.4  meters
 DO0645
 DO0645  HISTORY     - Date     Condition        Report By
 DO0645  HISTORY     - 1984     MONUMENTED       NGS
 DO0645  HISTORY     - 20010525 GOOD             USPSQD
 DO0645  HISTORY     - 20020711 POOR             USPSQD
 DO0645
 DO0645                          STATION DESCRIPTION
 DO0645
 DO0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0645'6.7 KM (4.15 MI) NW FROM WICHITA FALLS.
 DO0645'6.7 KM (4.15 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0645'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, 24.6 METERS
 DO0645'(80.7 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S.
 DO0645'HIGHWAY 287, 11.2 METERS (36.7 FT) WEST OF THE CENTER OF A PAVED ROAD
 DO0645'CROSSING, 5.6 METERS (18.4 FT) NORTH OF THE NEAR RAIL, AND 1.0 METER
 DO0645'(3.3 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 DO0645'THROUGH A 5-INCH LOGO CAP.
 DO0645'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DO0645'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DO0645
 DO0645                          STATION RECOVERY (2001)
 DO0645
 DO0645'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0645'RECOVERED IN GOOD CONDITION.
 DO0645
 DO0645                          STATION RECOVERY (2002)
 DO0645
 DO0645'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 DO0645'LOGO CAP IS MISSING AND PVC PIPE IS PUSHED TO SIDE AND HIDES THE ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0537 ***********************************************************************
 EM0537  DESIGNATION -  U 1483
 EM0537  PID         -  EM0537
 EM0537  STATE/COUNTY-  TX/WILBARGER
 EM0537  USGS QUAD   -  OKLAUNION (1985)
 EM0537
 EM0537                         *CURRENT SURVEY CONTROL
 EM0537  ___________________________________________________________________
 EM0537* NAD 83(1986)-  34 08 30.     (N)    099 12 00.     (W)     SCALED    
 EM0537* NAVD 88     -       378.023  (meters)    1240.23   (feet)  ADJUSTED  
 EM0537  ___________________________________________________________________
 EM0537  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EM0537  DYNAMIC HT  -         377.599 (meters)    1238.84  (feet)  COMP
 EM0537  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 EM0537
 EM0537  VERT ORDER  -  FIRST     CLASS II
 EM0537
 EM0537.The horizontal coordinates were scaled from a topographic map and have
 EM0537.an estimated accuracy of +/- 6 seconds.
 EM0537
 EM0537.The orthometric height was determined by differential leveling
 EM0537.and adjusted by the National Geodetic Survey in June 1991..
 EM0537
 EM0537.The geoid height was determined by GEOID03.
 EM0537
 EM0537.The dynamic height is computed by dividing the NAVD 88
 EM0537.geopotential number by the normal gravity value computed on the
 EM0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0537.degrees latitude (g = 980.6199 gals.).
 EM0537
 EM0537.The modeled gravity was interpolated from observed gravity values.
 EM0537
 EM0537;                    North         East    Units  Estimated Accuracy
 EM0537;SPC TXNC     - 2,274,690.      535,440.      MT  (+/- 180 meters Scaled)
 EM0537
 EM0537                          SUPERSEDED SURVEY CONTROL
 EM0537
 EM0537.No superseded survey control is available for this station.
 EM0537
 EM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC815778(NAD 83)
 EM0537_MARKER: I = METAL ROD
 EM0537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0537_SP_SET: STAINLESS STEEL ROD
 EM0537_STAMPING: U 1483 1984
 EM0537_MARK LOGO: NGS   
 EM0537_PROJECTION: FLUSH
 EM0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0537_ROD/PIPE-DEPTH: 6.4  meters
 EM0537
 EM0537  HISTORY     - Date     Condition        Report By
 EM0537  HISTORY     - 1984     MONUMENTED       NGS
 EM0537
 EM0537                          STATION DESCRIPTION
 EM0537
 EM0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0537'8.1 KM (5.05 MI) SE FROM VERNON.
 EM0537'8.1 KM (5.05 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0537'FROM THE STATION IN VERNON, 0.6 KM (0.35 MI) NORTHWEST OF MILEPOST
 EM0537'158, 22.2 METERS (72.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 EM0537'NORTHWEST BOUND LANES OF U.S. HIGHWAY 287, 14.6 METERS (47.9 FT) EAST
 EM0537'OF THE MOST NORTHEASTERLY LEG OF A HIGHWAY SIGN, 12.6 METERS (41.3 FT)
 EM0537'SOUTHWEST OF THE NEAR RAIL, AND 1.2 METERS (3.9 FT) SOUTHEAST OF A
 EM0537'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EM0537'CAP.
 EM0537'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EM0537'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0591 ***********************************************************************
 EN0591  DESIGNATION -  U 1484
 EN0591  PID         -  EN0591
 EN0591  STATE/COUNTY-  TX/CHILDRESS
 EN0591  USGS QUAD   -  ESTELLINE (1985)
 EN0591
 EN0591                         *CURRENT SURVEY CONTROL
 EN0591  ___________________________________________________________________
 EN0591* NAD 83(1986)-  34 30 59.     (N)    100 23 55.     (W)     SCALED    
 EN0591* NAVD 88     -       538.487  (meters)    1766.69   (feet)  ADJUSTED  
 EN0591  ___________________________________________________________________
 EN0591  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EN0591  DYNAMIC HT  -         537.876 (meters)    1764.68  (feet)  COMP
 EN0591  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 EN0591
 EN0591  VERT ORDER  -  FIRST     CLASS II
 EN0591
 EN0591.The horizontal coordinates were scaled from a topographic map and have
 EN0591.an estimated accuracy of +/- 6 seconds.
 EN0591
 EN0591.The orthometric height was determined by differential leveling
 EN0591.and adjusted by the National Geodetic Survey in June 1991..
 EN0591
 EN0591.The geoid height was determined by GEOID03.
 EN0591
 EN0591.The dynamic height is computed by dividing the NAVD 88
 EN0591.geopotential number by the normal gravity value computed on the
 EN0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0591.degrees latitude (g = 980.6199 gals.).
 EN0591
 EN0591.The modeled gravity was interpolated from observed gravity values.
 EN0591
 EN0591;                    North         East    Units  Estimated Accuracy
 EN0591;SPC TX N     - 1,057,850.      301,130.      MT  (+/- 180 meters Scaled)
 EN0591
 EN0591                          SUPERSEDED SURVEY CONTROL
 EN0591
 EN0591.No superseded survey control is available for this station.
 EN0591
 EN0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD716203(NAD 83)
 EN0591_MARKER: DB = BENCH MARK DISK
 EN0591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EN0591_SP_SET: ABUTMENT
 EN0591_STAMPING: U 1484 1984
 EN0591_MARK LOGO: NGS   
 EN0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0591+STABILITY: POSITION/ELEVATION WELL
 EN0591
 EN0591  HISTORY     - Date     Condition        Report By
 EN0591  HISTORY     - 1984     MONUMENTED       NGS
 EN0591
 EN0591                          STATION DESCRIPTION
 EN0591
 EN0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0591'18.5 KM (11.5 MI) NW FROM CHILDRESS.
 EN0591'18.5 KM (11.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0591'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, IN TOP OF AND 0.4 M
 EN0591'(1.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 EN0591'ABUTMENT OF THE NORTHWEST BOUND LANES OF A HIGHWAY BRIDGE OVER
 EN0591'RUSTLERS CREEK, AND 7.7 M (25.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 EN0591'NORTHWEST BOUND LANES OF THE HIGHWAY.
 EN0591'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0931 ***********************************************************************
 DN0931  DESIGNATION -  U 1485
 DN0931  PID         -  DN0931
 DN0931  STATE/COUNTY-  TX/WISE
 DN0931  USGS QUAD   -  ALVORD (1976)
 DN0931
 DN0931                         *CURRENT SURVEY CONTROL
 DN0931  ___________________________________________________________________
 DN0931* NAD 83(1986)-  33 18 17.     (N)    097 39 01.     (W)     SCALED    
 DN0931* NAVD 88     -       269.834  (meters)     885.28   (feet)  ADJUSTED  
 DN0931  ___________________________________________________________________
 DN0931  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DN0931  DYNAMIC HT  -         269.528 (meters)     884.28  (feet)  COMP
 DN0931  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 DN0931
 DN0931  VERT ORDER  -  FIRST     CLASS II
 DN0931
 DN0931.The horizontal coordinates were scaled from a topographic map and have
 DN0931.an estimated accuracy of +/- 6 seconds.
 DN0931
 DN0931.The orthometric height was determined by differential leveling
 DN0931.and adjusted by the National Geodetic Survey in June 1991..
 DN0931
 DN0931.The geoid height was determined by GEOID03.
 DN0931
 DN0931.The dynamic height is computed by dividing the NAVD 88
 DN0931.geopotential number by the normal gravity value computed on the
 DN0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0931.degrees latitude (g = 980.6199 gals.).
 DN0931
 DN0931.The modeled gravity was interpolated from observed gravity values.
 DN0931
 DN0931;                    North         East    Units  Estimated Accuracy
 DN0931;SPC TXNC     - 2,181,970.      679,130.      MT  (+/- 180 meters Scaled)
 DN0931
 DN0931                          SUPERSEDED SURVEY CONTROL
 DN0931
 DN0931.No superseded survey control is available for this station.
 DN0931
 DN0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB256858(NAD 83)
 DN0931_MARKER: I = METAL ROD
 DN0931_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0931+WITH SETTING: INFORMATION.
 DN0931_SP_SET: SHALLOW SET METAL ROD
 DN0931_STAMPING: U 1485 1984
 DN0931_MARK LOGO: NGS   
 DN0931_PROJECTION: FLUSH
 DN0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0931_ROD/PIPE-DEPTH: 2.7  meters
 DN0931
 DN0931  HISTORY     - Date     Condition        Report By
 DN0931  HISTORY     - 1984     MONUMENTED       NGS
 DN0931
 DN0931                          STATION DESCRIPTION
 DN0931
 DN0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0931'10.7 KM (6.65 MI) NW FROM DECATUR.
 DN0931'1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE BURLINGTON NORTHERN
 DN0931'RAILROAD STATION IN DECATUR, THENCE 9.2 KM (5.7 MI) NORTHWESTERLY
 DN0931'ALONG U.S. HIGHWAYS 287 AND 81, 15.4 METERS (50.5 FT) SOUTHWEST OF THE
 DN0931'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 11.7 M
 DN0931'(38.4 FT) NORTHEAST OF THE CENTER OF THE NORTHWEST END OF A CATTLE
 DN0931'GUARD, 4.8 METERS (15.7 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 DN0931'ROAD, AND 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE CORNER.
 DN0931'NOTE=REFUSAL WAS REACHED AT 8.9 FT.  ACCESS TO THE DATUM POINT IS
 DN0931'THROUGH A 5-INCH LOGO CAP.
 DN0931'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DN0931'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0617 ***********************************************************************
 DO0617  DESIGNATION -  U 1486
 DO0617  PID         -  DO0617
 DO0617  STATE/COUNTY-  TX/CLAY
 DO0617  USGS QUAD   -  BELLEVUE (1968)
 DO0617
 DO0617                         *CURRENT SURVEY CONTROL
 DO0617  ___________________________________________________________________
 DO0617* NAD 83(1986)-  33 41 02.     (N)    098 04 35.     (W)     SCALED    
 DO0617* NAVD 88     -       285.440  (meters)     936.48   (feet)  ADJUSTED  
 DO0617  ___________________________________________________________________
 DO0617  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DO0617  DYNAMIC HT  -         285.123 (meters)     935.44  (feet)  COMP
 DO0617  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 DO0617
 DO0617  VERT ORDER  -  FIRST     CLASS II
 DO0617
 DO0617.The horizontal coordinates were scaled from a topographic map and have
 DO0617.an estimated accuracy of +/- 6 seconds.
 DO0617
 DO0617.The orthometric height was determined by differential leveling
 DO0617.and adjusted by the National Geodetic Survey in June 1991..
 DO0617
 DO0617.The geoid height was determined by GEOID03.
 DO0617
 DO0617.The dynamic height is computed by dividing the NAVD 88
 DO0617.geopotential number by the normal gravity value computed on the
 DO0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0617.degrees latitude (g = 980.6199 gals.).
 DO0617
 DO0617.The modeled gravity was interpolated from observed gravity values.
 DO0617
 DO0617;                    North         East    Units  Estimated Accuracy
 DO0617;SPC TXNC     - 2,223,770.      639,280.      MT  (+/- 180 meters Scaled)
 DO0617
 DO0617                          SUPERSEDED SURVEY CONTROL
 DO0617
 DO0617.No superseded survey control is available for this station.
 DO0617
 DO0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC856274(NAD 83)
 DO0617_MARKER: I = METAL ROD
 DO0617_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO0617+WITH SETTING: INFORMATION.
 DO0617_SP_SET: SHALLOW SET METAL ROD
 DO0617_STAMPING: U 1486 1984
 DO0617_MARK LOGO: NGS   
 DO0617_PROJECTION: FLUSH
 DO0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0617_ROD/PIPE-DEPTH: 2.7  meters
 DO0617
 DO0617  HISTORY     - Date     Condition        Report By
 DO0617  HISTORY     - 1984     MONUMENTED       NGS
 DO0617
 DO0617                          STATION DESCRIPTION
 DO0617
 DO0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0617'25.6 KM (15.9 MI) NW FROM BOWIE.
 DO0617'25.6 KM (15.9 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0617'FROM THE STATION IN BOWIE, 0.6 KM (0.35 MI) NORTH OF MILEPOST 84,
 DO0617'23.6 METERS (77.4 FT) SOUTHEAST OF THE CENTER OF A RAILROAD CROSSING,
 DO0617'13.8 METERS (45.3 FT) NORTHEAST OF THE NEAR RAIL, 1.3 METERS (4.3 FT)
 DO0617'SOUTHWEST OF A FENCE, AND 0.6 METER (2.0 FT) NORTHWEST OF THE
 DO0617'SOUTHEAST LEG OF A DOUBLE UTILITY POLE NUMBER 1175.  NOTE=REFUSAL WAS
 DO0617'REACHED AT 9.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DO0617'CAP.
 DO0617'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DO0617'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0568 ***********************************************************************
 EM0568  DESIGNATION -  U 1487
 EM0568  PID         -  EM0568
 EM0568  STATE/COUNTY-  TX/HARDEMAN
 EM0568  USGS QUAD   -  QUANAH WEST (1990)
 EM0568
 EM0568                         *CURRENT SURVEY CONTROL
 EM0568  ___________________________________________________________________
 EM0568* NAD 83(1986)-  34 19 44.     (N)    099 51 27.     (W)     SCALED    
 EM0568* NAVD 88     -       473.952  (meters)    1554.96   (feet)  ADJUSTED  
 EM0568  ___________________________________________________________________
 EM0568  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EM0568  DYNAMIC HT  -         473.416 (meters)    1553.20  (feet)  COMP
 EM0568  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 EM0568
 EM0568  VERT ORDER  -  FIRST     CLASS II
 EM0568
 EM0568.The horizontal coordinates were scaled from a topographic map and have
 EM0568.an estimated accuracy of +/- 6 seconds.
 EM0568
 EM0568.The orthometric height was determined by differential leveling
 EM0568.and adjusted by the National Geodetic Survey in June 1991..
 EM0568
 EM0568.The geoid height was determined by GEOID03.
 EM0568
 EM0568.The dynamic height is computed by dividing the NAVD 88
 EM0568.geopotential number by the normal gravity value computed on the
 EM0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0568.degrees latitude (g = 980.6199 gals.).
 EM0568
 EM0568.The modeled gravity was interpolated from observed gravity values.
 EM0568
 EM0568;                    North         East    Units  Estimated Accuracy
 EM0568;SPC TXNC     - 2,296,050.      475,060.      MT  (+/- 180 meters Scaled)
 EM0568
 EM0568                          SUPERSEDED SURVEY CONTROL
 EM0568
 EM0568.No superseded survey control is available for this station.
 EM0568
 EM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC211989(NAD 83)
 EM0568_MARKER: I = METAL ROD
 EM0568_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EM0568+WITH SETTING: INFORMATION.
 EM0568_SP_SET: SHALLOW SET METAL ROD
 EM0568_STAMPING: U 1487 1984
 EM0568_MARK LOGO: NGS   
 EM0568_PROJECTION: FLUSH
 EM0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0568_ROD/PIPE-DEPTH: 0.9  meters
 EM0568
 EM0568  HISTORY     - Date     Condition        Report By
 EM0568  HISTORY     - 1984     MONUMENTED       NGS
 EM0568
 EM0568                          STATION DESCRIPTION
 EM0568
 EM0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0568'11.8 KM (7.35 MI) NW FROM QUANAH.
 EM0568'11.8 KM (7.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0568'JUNCTION WITH STATE HIGHWAY 6 IN QUANAH, AT A POWERLINE CROSSING, 69.2
 EM0568'M (227.0 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE, 22.9 M
 EM0568'(75.1 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 EM0568'THE HIGHWAY, AND 1.2 M (3.9 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY
 EM0568'WIRE.  NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM POINT
 EM0568'IS THROUGH A 5-INCH LOGO CAP.
 EM0568'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EM0568'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1302 ***********************************************************************
 GL1302  DESIGNATION -  U 1488
 GL1302  PID         -  GL1302
 GL1302  STATE/COUNTY-  TX/DALLAM
 GL1302  USGS QUAD   -  COLDWATER EAST (1973)
 GL1302
 GL1302                         *CURRENT SURVEY CONTROL
 GL1302  ___________________________________________________________________
 GL1302* NAD 83(1986)-  36 22 50.     (N)    102 32 11.     (W)     SCALED    
 GL1302* NAVD 88     -      1255.906  (meters)    4120.42   (feet)  ADJUSTED  
 GL1302  ___________________________________________________________________
 GL1302  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 GL1302  DYNAMIC HT  -        1254.488 (meters)    4115.77  (feet)  COMP
 GL1302  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 GL1302
 GL1302  VERT ORDER  -  FIRST     CLASS II
 GL1302
 GL1302.The horizontal coordinates were scaled from a topographic map and have
 GL1302.an estimated accuracy of +/- 6 seconds.
 GL1302
 GL1302.The orthometric height was determined by differential leveling
 GL1302.and adjusted by the National Geodetic Survey in June 1991..
 GL1302
 GL1302.The geoid height was determined by GEOID03.
 GL1302
 GL1302.The dynamic height is computed by dividing the NAVD 88
 GL1302.geopotential number by the normal gravity value computed on the
 GL1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1302.degrees latitude (g = 980.6199 gals.).
 GL1302
 GL1302.The modeled gravity was interpolated from observed gravity values.
 GL1302
 GL1302;                    North         East    Units  Estimated Accuracy
 GL1302;SPC TX N     - 1,264,590.      107,000.      MT  (+/- 180 meters Scaled)
 GL1302
 GL1302                          SUPERSEDED SURVEY CONTROL
 GL1302
 GL1302.No superseded survey control is available for this station.
 GL1302
 GL1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA209289(NAD 83)
 GL1302_MARKER: I = METAL ROD
 GL1302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1302_SP_SET: STAINLESS STEEL ROD
 GL1302_STAMPING: U 1488 1985
 GL1302_MARK LOGO: NGS   
 GL1302_PROJECTION: FLUSH
 GL1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1302_ROD/PIPE-DEPTH: 4.6  meters
 GL1302
 GL1302  HISTORY     - Date     Condition        Report By
 GL1302  HISTORY     - 1985     MONUMENTED       NGS
 GL1302
 GL1302                          STATION DESCRIPTION
 GL1302
 GL1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1302'35.9 KM (22.3 MI) NORTH FROM DALHART.
 GL1302'35.9 KM (22.3 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1302'WITH U.S. HIGHWAY 54 IN DALHART, 109.2 M (358.3 FT) SOUTH OF THE
 GL1302'CENTER OF A CATTLE GUARD, 22.7 M (74.5 FT) WEST OF THE CENTERLINE OF
 GL1302'THE HIGHWAY, AND 1.6 M (5.2 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS
 GL1302'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1302'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GL1302'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0611 ***********************************************************************
 EN0611  DESIGNATION -  U 1489
 EN0611  PID         -  EN0611
 EN0611  STATE/COUNTY-  TX/DONLEY
 EN0611  USGS QUAD   -  GILES (1982)
 EN0611
 EN0611                         *CURRENT SURVEY CONTROL
 EN0611  ___________________________________________________________________
 EN0611* NAD 83(1986)-  34 47 51.     (N)    100 34 51.     (W)     SCALED    
 EN0611* NAVD 88     -       714.023  (meters)    2342.59   (feet)  ADJUSTED  
 EN0611  ___________________________________________________________________
 EN0611  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EN0611  DYNAMIC HT  -         713.221 (meters)    2339.96  (feet)  COMP
 EN0611  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 EN0611
 EN0611  VERT ORDER  -  FIRST     CLASS II
 EN0611
 EN0611.The horizontal coordinates were scaled from a topographic map and have
 EN0611.an estimated accuracy of +/- 6 seconds.
 EN0611
 EN0611.The orthometric height was determined by differential leveling
 EN0611.and adjusted by the National Geodetic Survey in June 1991..
 EN0611
 EN0611.The geoid height was determined by GEOID03.
 EN0611
 EN0611.The dynamic height is computed by dividing the NAVD 88
 EN0611.geopotential number by the normal gravity value computed on the
 EN0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0611.degrees latitude (g = 980.6199 gals.).
 EN0611
 EN0611.The modeled gravity was interpolated from observed gravity values.
 EN0611
 EN0611;                    North         East    Units  Estimated Accuracy
 EN0611;SPC TX N     - 1,088,860.      284,110.      MT  (+/- 180 meters Scaled)
 EN0611
 EN0611                          SUPERSEDED SURVEY CONTROL
 EN0611
 EN0611.No superseded survey control is available for this station.
 EN0611
 EN0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD553517(NAD 83)
 EN0611_MARKER: I = METAL ROD
 EN0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0611_SP_SET: STAINLESS STEEL ROD
 EN0611_STAMPING: U 1489 1984
 EN0611_MARK LOGO: NGS   
 EN0611_PROJECTION: FLUSH
 EN0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0611_ROD/PIPE-DEPTH: 4.9  meters
 EN0611
 EN0611  HISTORY     - Date     Condition        Report By
 EN0611  HISTORY     - 1984     MONUMENTED       NGS
 EN0611
 EN0611                          STATION DESCRIPTION
 EN0611
 EN0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0611'9.3 KM (5.8 MI) NW FROM MEMPHIS.
 EN0611'9.3 KM (5.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 EN0611'WITH STATE HIGHWAY 256 IN MEMPHIS, 27.5 M (90.2 FT) EAST-NORTHEAST OF
 EN0611'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND 3.4 M
 EN0611'(11.2 FT) NORTH-NORTHWEST OF THE CENTER OF A GATE AND FIELD ENTRANCE.
 EN0611'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0611'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0611'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1125 ***********************************************************************
 CS1125  DESIGNATION -  U 149
 CS1125  PID         -  CS1125
 CS1125  STATE/COUNTY-  TX/DALLAS
 CS1125  USGS QUAD   -  ROWLETT (1973)
 CS1125
 CS1125                         *CURRENT SURVEY CONTROL
 CS1125  ___________________________________________________________________
 CS1125* NAD 83(1986)-  32 54 22.     (N)    096 32 21.     (W)     SCALED    
 CS1125* NAVD 88     -       132.091  (meters)     433.37   (feet)  POSTED    
 CS1125  ___________________________________________________________________
 CS1125  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS1125  DYNAMIC HT  -         131.950 (meters)     432.91  (feet)  COMP
 CS1125  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 CS1125
 CS1125  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CS1125
 CS1125.The horizontal coordinates were scaled from a topographic map and have
 CS1125.an estimated accuracy of +/- 6 seconds.
 CS1125
 CS1125.The orthometric height was determined by differential leveling
 CS1125.and adjusted by the National Geodetic Survey in 1992..
 CS1125.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CS1125.rate of 1.1 thru 2.0 mm/km.
 CS1125
 CS1125.The geoid height was determined by GEOID03.
 CS1125
 CS1125.The dynamic height is computed by dividing the NAVD 88
 CS1125.geopotential number by the normal gravity value computed on the
 CS1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1125.degrees latitude (g = 980.6199 gals.).
 CS1125
 CS1125.The modeled gravity was interpolated from observed gravity values.
 CS1125
 CS1125;                    North         East    Units  Estimated Accuracy
 CS1125;SPC TXNC     - 2,139,150.      783,410.      MT  (+/- 180 meters Scaled)
 CS1125
 CS1125                          SUPERSEDED SURVEY CONTROL
 CS1125
 CS1125  NGVD 29 (??/??/92)  132.115  (m)          433.45   (f) ADJ UNCH    1 2
 CS1125
 CS1125.Superseded values are not recommended for survey control.
 CS1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1125.See file dsdata.txt to determine how the superseded data were derived.
 CS1125
 CS1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB301435(NAD 83)
 CS1125_MARKER: DB = BENCH MARK DISK
 CS1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1125_SP_SET: BRIDGE
 CS1125_STAMPING: U 149 1939
 CS1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1125
 CS1125  HISTORY     - Date     Condition        Report By
 CS1125  HISTORY     - 1939     MONUMENTED       CGS
 CS1125  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1125
 CS1125                          STATION DESCRIPTION
 CS1125
 CS1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CS1125'1.6 MI E FROM ROWLETT.
 CS1125'ON U.S. HIGHWAY NO. 67 1.6 MILES EAST OF DEPOT BY RAIL AND HIGHWAY. ON
 CS1125'TOP OF AND 4.0 FT. SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 CS1125'CONCRETE BALSTRADE OF A CONCRETE HIGHWAY BRIDGE.  4 INCHES ABOVE THE
 CS1125'SURFACE OF HIGHWAY.
 CS1125
 CS1125                          STATION RECOVERY (1986)
 CS1125
 CS1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1609 ***********************************************************************
 FL1609  DESIGNATION -  U 1490
 FL1609  PID         -  FL1609
 FL1609  STATE/COUNTY-  TX/CARSON
 FL1609  USGS QUAD   -  LARK (1983)
 FL1609
 FL1609                         *CURRENT SURVEY CONTROL
 FL1609  ___________________________________________________________________
 FL1609* NAD 83(1986)-  35 12 18.     (N)    101 08 06.     (W)     SCALED    
 FL1609* NAVD 88     -      1004.846  (meters)    3296.73   (feet)  ADJUSTED  
 FL1609  ___________________________________________________________________
 FL1609  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1609  DYNAMIC HT  -        1003.677 (meters)    3292.90  (feet)  COMP
 FL1609  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 FL1609
 FL1609  VERT ORDER  -  FIRST     CLASS II
 FL1609
 FL1609.The horizontal coordinates were scaled from a topographic map and have
 FL1609.an estimated accuracy of +/- 6 seconds.
 FL1609
 FL1609.The orthometric height was determined by differential leveling
 FL1609.and adjusted by the National Geodetic Survey in June 1991..
 FL1609
 FL1609.The geoid height was determined by GEOID03.
 FL1609
 FL1609.The dynamic height is computed by dividing the NAVD 88
 FL1609.geopotential number by the normal gravity value computed on the
 FL1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1609.degrees latitude (g = 980.6199 gals.).
 FL1609
 FL1609.The modeled gravity was interpolated from observed gravity values.
 FL1609
 FL1609;                    North         East    Units  Estimated Accuracy
 FL1609;SPC TX N     - 1,133,740.      233,230.      MT  (+/- 180 meters Scaled)
 FL1609
 FL1609                          SUPERSEDED SURVEY CONTROL
 FL1609
 FL1609.No superseded survey control is available for this station.
 FL1609
 FL1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD056978(NAD 83)
 FL1609_MARKER: I = METAL ROD
 FL1609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1609_SP_SET: STAINLESS STEEL ROD
 FL1609_STAMPING: U 1490 1984
 FL1609_MARK LOGO: NGS   
 FL1609_PROJECTION: FLUSH
 FL1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1609_ROD/PIPE-DEPTH: 11.4 meters
 FL1609
 FL1609  HISTORY     - Date     Condition        Report By
 FL1609  HISTORY     - 1984     MONUMENTED       NGS
 FL1609
 FL1609                          STATION DESCRIPTION
 FL1609
 FL1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1609'20.9 KM (13.0 MI) WEST FROM JERICHO.
 FL1609'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1609'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 20.9 KM (13.0
 FL1609'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD, 22.5
 FL1609'M (73.8 FT) WEST OF THE CENTERLINE OF A PAVED ROAD LEADING SOUTH,
 FL1609'12.1 M (39.7 FT) SOUTH OF THE NEAR RAIL, AND 4.0 M (13.1 FT) WEST OF
 FL1609'THE END OF A FENCE LINE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 FL1609'5-INCH LOGO CAP.
 FL1609'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FL1609'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1543 ***********************************************************************
 FL1543  DESIGNATION -  U 1491
 FL1543  PID         -  FL1543
 FL1543  STATE/COUNTY-  TX/POTTER
 FL1543  USGS QUAD   -  AMARILLO EAST (1973)
 FL1543
 FL1543                         *CURRENT SURVEY CONTROL
 FL1543  ___________________________________________________________________
 FL1543* NAD 83(1986)-  35 12 08.     (N)    101 49 44.     (W)     SCALED    
 FL1543* NAVD 88     -      1115.034  (meters)    3658.24   (feet)  ADJUSTED  
 FL1543  ___________________________________________________________________
 FL1543  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL1543  DYNAMIC HT  -        1113.711 (meters)    3653.90  (feet)  COMP
 FL1543  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 FL1543
 FL1543  VERT ORDER  -  FIRST     CLASS II
 FL1543
 FL1543.The horizontal coordinates were scaled from a topographic map and have
 FL1543.an estimated accuracy of +/- 6 seconds.
 FL1543
 FL1543.The orthometric height was determined by differential leveling
 FL1543.and adjusted by the National Geodetic Survey in June 1991..
 FL1543
 FL1543.The geoid height was determined by GEOID03.
 FL1543
 FL1543.The dynamic height is computed by dividing the NAVD 88
 FL1543.geopotential number by the normal gravity value computed on the
 FL1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1543.degrees latitude (g = 980.6199 gals.).
 FL1543
 FL1543.The modeled gravity was interpolated from observed gravity values.
 FL1543
 FL1543;                    North         East    Units  Estimated Accuracy
 FL1543;SPC TX N     - 1,133,420.      170,050.      MT  (+/- 180 meters Scaled)
 FL1543
 FL1543                          SUPERSEDED SURVEY CONTROL
 FL1543
 FL1543.No superseded survey control is available for this station.
 FL1543
 FL1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD424991(NAD 83)
 FL1543_MARKER: DV = VERTICAL CONTROL DISK
 FL1543_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1543_SP_SET: BRIDGE ABUTMENT
 FL1543_STAMPING: U 1491 1984
 FL1543_MARK LOGO: NGS   
 FL1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FL1543+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 FL1543
 FL1543  HISTORY     - Date     Condition        Report By
 FL1543  HISTORY     - 1984     MONUMENTED       NGS
 FL1543  HISTORY     - 1984     GOOD             NGS
 FL1543  HISTORY     - 1984     GOOD             NGS
 FL1543  HISTORY     - 19960929 GOOD             NGS
 FL1543  HISTORY     - 20030414 GOOD             GEOCAC
 FL1543
 FL1543                          STATION DESCRIPTION
 FL1543
 FL1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1543'IN AMARILLO.
 FL1543'IN AMARILLO, AT THE JUNCTION OF THE ATCHISON TOPEKA AND SANTA FE
 FL1543'RAILROAD AND 10TH STREET EAST, SET IN TOP OF AND 1.0 M (3.3 FT) EAST
 FL1543'OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD
 FL1543'OVERPASS OF THE TRACKS, 29.0 M (95.1 FT) NORTH-NORTHEAST OF BENCH MARK
 FL1543'U 1131, 8.5 M (27.9 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 FL1543'LANES OF THE STREET, AND 6.6 M (21.7 FT) WEST OF THE NEAR RAIL.
 FL1543'THE MARK IS 1.5 M BELOW THE TRACKS.
 FL1543
 FL1543                          STATION RECOVERY (1984)
 FL1543
 FL1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1543'RECOVERED IN GOOD CONDITION.
 FL1543
 FL1543                          STATION RECOVERY (1984)
 FL1543
 FL1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1543'RECOVERED IN GOOD CONDITION.
 FL1543
 FL1543                          STATION RECOVERY (1996)
 FL1543
 FL1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 FL1543'IN AMARILLO, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND EAST
 FL1543'10TH AVENUE (U.S.  HIGHWAY 287) , IN TOP OF AND 0.9 M (3.0 FT) EAST OF
 FL1543'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS
 FL1543'OF THE AVENUE, 12.2 M (40.0 FT) SOUTH OF THE AVENUE CENTER, 6.6 M
 FL1543'(21.7 FT) WEST OF THE NEAR RAIL, AND 1.6 M (5.2 FT) BELOW THE LEVEL OF
 FL1543'THE TRACK.
 FL1543
 FL1543                          STATION RECOVERY (2003)
 FL1543
 FL1543'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 FL1543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0818 ***********************************************************************
 FM0818  DESIGNATION -  U 1492
 FM0818  PID         -  FM0818
 FM0818  STATE/COUNTY-  TX/POTTER
 FM0818  USGS QUAD   -  BODEN (1966)
 FM0818
 FM0818                         *CURRENT SURVEY CONTROL
 FM0818  ___________________________________________________________________
 FM0818* NAD 83(1986)-  35 27 26.     (N)    102 06 29.     (W)     SCALED    
 FM0818* NAVD 88     -       950.614  (meters)    3118.81   (feet)  ADJUSTED  
 FM0818  ___________________________________________________________________
 FM0818  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FM0818  DYNAMIC HT  -         949.505 (meters)    3115.17  (feet)  COMP
 FM0818  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 FM0818
 FM0818  VERT ORDER  -  FIRST     CLASS II
 FM0818
 FM0818.The horizontal coordinates were scaled from a topographic map and have
 FM0818.an estimated accuracy of +/- 6 seconds.
 FM0818
 FM0818.The orthometric height was determined by differential leveling
 FM0818.and adjusted by the National Geodetic Survey in June 1991..
 FM0818
 FM0818.The geoid height was determined by GEOID03.
 FM0818
 FM0818.The dynamic height is computed by dividing the NAVD 88
 FM0818.geopotential number by the normal gravity value computed on the
 FM0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0818.degrees latitude (g = 980.6199 gals.).
 FM0818
 FM0818.The modeled gravity was interpolated from observed gravity values.
 FM0818
 FM0818;                    North         East    Units  Estimated Accuracy
 FM0818;SPC TX N     - 1,161,830.      144,810.      MT  (+/- 180 meters Scaled)
 FM0818
 FM0818                          SUPERSEDED SURVEY CONTROL
 FM0818
 FM0818.No superseded survey control is available for this station.
 FM0818
 FM0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV624275(NAD 83)
 FM0818_MARKER: I = METAL ROD
 FM0818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0818_SP_SET: STAINLESS STEEL ROD
 FM0818_STAMPING: U 1492 1985
 FM0818_MARK LOGO: NGS   
 FM0818_PROJECTION: FLUSH
 FM0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0818_ROD/PIPE-DEPTH: 7.9  meters
 FM0818
 FM0818  HISTORY     - Date     Condition        Report By
 FM0818  HISTORY     - 1985     MONUMENTED       NGS
 FM0818
 FM0818                          STATION DESCRIPTION
 FM0818
 FM0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0818'37.8 KM (23.5 MI) NW FROM AMARILLO.
 FM0818'37.8 KM (23.5 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0818'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 0.4 KM (0.25 MI) NORTHWEST
 FM0818'OF TH CENTER OF A HIGHWAY BRIDGE OVER SIERRITA DE LA CROZ CREEK,
 FM0818'51.8 M (170.0 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 13.2 M
 FM0818'(144.3 SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING SOUTHWEST, AND
 FM0818'0.8 M (2.6 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE.
 FM0818'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0818'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 FM0818'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1547 ***********************************************************************
 FL1547  DESIGNATION -  U 1493
 FL1547  PID         -  FL1547
 FL1547  STATE/COUNTY-  TX/POTTER
 FL1547  USGS QUAD   -  AMARILLO EAST (1973)
 FL1547
 FL1547                         *CURRENT SURVEY CONTROL
 FL1547  ___________________________________________________________________
 FL1547* NAD 83(1986)-  35 13 20.     (N)    101 52 04.     (W)     SCALED    
 FL1547* NAVD 88     -      1113.039  (meters)    3651.70   (feet)  ADJUSTED  
 FL1547  ___________________________________________________________________
 FL1547  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL1547  DYNAMIC HT  -        1111.721 (meters)    3647.37  (feet)  COMP
 FL1547  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 FL1547
 FL1547  VERT ORDER  -  FIRST     CLASS II
 FL1547
 FL1547.The horizontal coordinates were scaled from a topographic map and have
 FL1547.an estimated accuracy of +/- 6 seconds.
 FL1547
 FL1547.The orthometric height was determined by differential leveling
 FL1547.and adjusted by the National Geodetic Survey in June 1991..
 FL1547
 FL1547.The geoid height was determined by GEOID03.
 FL1547
 FL1547.The dynamic height is computed by dividing the NAVD 88
 FL1547.geopotential number by the normal gravity value computed on the
 FL1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1547.degrees latitude (g = 980.6199 gals.).
 FL1547
 FL1547.The modeled gravity was interpolated from observed gravity values.
 FL1547
 FL1547;                    North         East    Units  Estimated Accuracy
 FL1547;SPC TX N     - 1,135,650.      166,520.      MT  (+/- 180 meters Scaled)
 FL1547
 FL1547                          SUPERSEDED SURVEY CONTROL
 FL1547
 FL1547.No superseded survey control is available for this station.
 FL1547
 FL1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE389014(NAD 83)
 FL1547_MARKER: I = METAL ROD
 FL1547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1547_SP_SET: STAINLESS STEEL ROD
 FL1547_STAMPING: U 1493 1985
 FL1547_MARK LOGO: NGS   
 FL1547_PROJECTION: FLUSH
 FL1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1547_ROD/PIPE-DEPTH: 7.3  meters
 FL1547
 FL1547  HISTORY     - Date     Condition        Report By
 FL1547  HISTORY     - 1985     MONUMENTED       NGS
 FL1547
 FL1547                          STATION DESCRIPTION
 FL1547
 FL1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1547'IN AMARILLO.
 FL1547'IN AMARILLO, AT THE INTERSECTION OF AMARILLO BOULEVARD AND NORTH
 FL1547'FLORIDA STREET, 25.9 M (85.0 FT) WEST OF THE CENTER OF THE STREET,
 FL1547'13.4 M (44.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 FL1547'THE BOULEVARD, 5.7 M (18.7 FT) SOUTH OF THE CENTER OF A FRONTAGE ROAD,
 FL1547'AND 1.5 M (4.9 FT) WEST OF THE NORTHWEST ONE OF THREE PIERS OF A
 FL1547'WALKWAY OVER THE BOULEVARD.  NOTE--ACCESS TO DATUM POINT IS HAD
 FL1547'THROUGH A 5-INCH LOGO CAP.
 FL1547'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0847 ***********************************************************************
 FM0847  DESIGNATION -  U 1494
 FM0847  PID         -  FM0847
 FM0847  STATE/COUNTY-  TX/HARTLEY
 FM0847  USGS QUAD   -  HARTLEY SE (1963)
 FM0847
 FM0847                         *CURRENT SURVEY CONTROL
 FM0847  ___________________________________________________________________
 FM0847* NAD 83(1986)-  35 50 46.     (N)    102 22 28.     (W)     SCALED    
 FM0847* NAVD 88     -      1193.370  (meters)    3915.25   (feet)  ADJUSTED  
 FM0847  ___________________________________________________________________
 FM0847  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 FM0847  DYNAMIC HT  -        1191.966 (meters)    3910.64  (feet)  COMP
 FM0847  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 FM0847
 FM0847  VERT ORDER  -  FIRST     CLASS II
 FM0847
 FM0847.The horizontal coordinates were scaled from a topographic map and have
 FM0847.an estimated accuracy of +/- 6 seconds.
 FM0847
 FM0847.The orthometric height was determined by differential leveling
 FM0847.and adjusted by the National Geodetic Survey in June 1991..
 FM0847
 FM0847.The geoid height was determined by GEOID03.
 FM0847
 FM0847.The dynamic height is computed by dividing the NAVD 88
 FM0847.geopotential number by the normal gravity value computed on the
 FM0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0847.degrees latitude (g = 980.6199 gals.).
 FM0847
 FM0847.The modeled gravity was interpolated from observed gravity values.
 FM0847
 FM0847;                    North         East    Units  Estimated Accuracy
 FM0847;SPC TX N     - 1,205,150.      121,010.      MT  (+/- 180 meters Scaled)
 FM0847
 FM0847                          SUPERSEDED SURVEY CONTROL
 FM0847
 FM0847.No superseded survey control is available for this station.
 FM0847
 FM0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV371700(NAD 83)
 FM0847_MARKER: I = METAL ROD
 FM0847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0847_SP_SET: STAINLESS STEEL ROD
 FM0847_STAMPING: U 1494 1985
 FM0847_MARK LOGO: NGS   
 FM0847_PROJECTION: FLUSH
 FM0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0847_ROD/PIPE-DEPTH: 4.3  meters
 FM0847
 FM0847  HISTORY     - Date     Condition        Report By
 FM0847  HISTORY     - 1985     MONUMENTED       NGS
 FM0847
 FM0847                          STATION DESCRIPTION
 FM0847
 FM0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0847'27.8 KM (17.3 MI) SOUTH FROM DALHART.
 FM0847'27.8 KM (17.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0847'WITH U.S. HIGHWAY 54 IN DALHART, 34.7 M (113.8 FT) NORTHWEST OF THE
 FM0847'CENTER OF A DRIVEWAY LEADING TO BRANT RANCH, 16.3 M (53.5 FT)
 FM0847'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 M (2.0 FT) EAST OF
 FM0847'A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 FM0847'LOGO CAP.
 FM0847'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 FM0847'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2536 ***********************************************************************
 CS2536  DESIGNATION -  U 1495
 CS2536  PID         -  CS2536
 CS2536  STATE/COUNTY-  TX/DALLAS
 CS2536  USGS QUAD   -  DALLAS (1981)
 CS2536
 CS2536                         *CURRENT SURVEY CONTROL
 CS2536  ___________________________________________________________________
 CS2536* NAD 83(1986)-  32 48 41.     (N)    096 47 57.     (W)     SCALED    
 CS2536* NAVD 88     -       148.285  (meters)     486.50   (feet)  ADJUSTED  
 CS2536  ___________________________________________________________________
 CS2536  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CS2536  DYNAMIC HT  -         148.116 (meters)     485.94  (feet)  COMP
 CS2536  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 CS2536
 CS2536  VERT ORDER  -  FIRST     CLASS II
 CS2536
 CS2536.The horizontal coordinates were scaled from a topographic map and have
 CS2536.an estimated accuracy of +/- 6 seconds.
 CS2536
 CS2536.The orthometric height was determined by differential leveling
 CS2536.and adjusted by the National Geodetic Survey in June 1991..
 CS2536
 CS2536.The geoid height was determined by GEOID03.
 CS2536
 CS2536.The dynamic height is computed by dividing the NAVD 88
 CS2536.geopotential number by the normal gravity value computed on the
 CS2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2536.degrees latitude (g = 980.6199 gals.).
 CS2536
 CS2536.The modeled gravity was interpolated from observed gravity values.
 CS2536
 CS2536;                    North         East    Units  Estimated Accuracy
 CS2536;SPC TXNC     - 2,128,230.      759,260.      MT  (+/- 180 meters Scaled)
 CS2536
 CS2536                          SUPERSEDED SURVEY CONTROL
 CS2536
 CS2536.No superseded survey control is available for this station.
 CS2536
 CS2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB060325(NAD 83)
 CS2536_MARKER: DB = BENCH MARK DISK
 CS2536_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2536_SP_SET: BRIDGE ABUTMENT
 CS2536_STAMPING: U 1495 1986
 CS2536_MARK LOGO: NGS   
 CS2536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2536
 CS2536  HISTORY     - Date     Condition        Report By
 CS2536  HISTORY     - 1986     MONUMENTED       NGS
 CS2536
 CS2536                          STATION DESCRIPTION
 CS2536
 CS2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2536'IN DALLAS.
 CS2536'IN DALLAS, AT THE INTERSECTION OF BLACKBURN AVENUE AND THE MISSOURI
 CS2536'KANSAS TEXAS RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) SOUTHEAST OF THE
 CS2536'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE RAILROAD
 CS2536'OVERPASS OF THE AVENUE, 7.8 M (25.6 FT) SOUTHWEST OF THE CENTER OF THE
 CS2536'AVENUE, AND 2.2 M (7.2 FT) NORTHWEST OF THE NEAR RAIL.
 CS2536'THE MARK IS 0.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2558 ***********************************************************************
 CS2558  DESIGNATION -  U 1496
 CS2558  PID         -  CS2558
 CS2558  STATE/COUNTY-  TX/TARRANT
 CS2558  USGS QUAD   -  KENNEDALE (1981)
 CS2558
 CS2558                         *CURRENT SURVEY CONTROL
 CS2558  ___________________________________________________________________
 CS2558* NAD 83(1986)-  32 44 10.     (N)    097 07 53.     (W)     SCALED    
 CS2558* NAVD 88     -       189.930  (meters)     623.13   (feet)  ADJUSTED  
 CS2558  ___________________________________________________________________
 CS2558  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CS2558  DYNAMIC HT  -         189.710 (meters)     622.41  (feet)  COMP
 CS2558  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CS2558
 CS2558  VERT ORDER  -  FIRST     CLASS II
 CS2558
 CS2558.The horizontal coordinates were scaled from a topographic map and have
 CS2558.an estimated accuracy of +/- 6 seconds.
 CS2558
 CS2558.The orthometric height was determined by differential leveling
 CS2558.and adjusted by the National Geodetic Survey in June 1991..
 CS2558
 CS2558.The geoid height was determined by GEOID03.
 CS2558
 CS2558.The dynamic height is computed by dividing the NAVD 88
 CS2558.geopotential number by the normal gravity value computed on the
 CS2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2558.degrees latitude (g = 980.6199 gals.).
 CS2558
 CS2558.The modeled gravity was interpolated from observed gravity values.
 CS2558
 CS2558;                    North         East    Units  Estimated Accuracy
 CS2558;SPC TXNC     - 2,119,430.      728,260.      MT  (+/- 180 meters Scaled)
 CS2558
 CS2558                          SUPERSEDED SURVEY CONTROL
 CS2558
 CS2558.No superseded survey control is available for this station.
 CS2558
 CS2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB750235(NAD 83)
 CS2558_MARKER: DB = BENCH MARK DISK
 CS2558_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2558_SP_SET: PIER
 CS2558_STAMPING: U 1496 1986
 CS2558_MARK LOGO: NGS   
 CS2558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2558+STABILITY: POSITION/ELEVATION WELL
 CS2558
 CS2558  HISTORY     - Date     Condition        Report By
 CS2558  HISTORY     - 1986     MONUMENTED       NGS
 CS2558  HISTORY     - 19960921 GOOD             USPSQD
 CS2558  HISTORY     - 20060324 GOOD             GEOCAC
 CS2558
 CS2558                          STATION DESCRIPTION
 CS2558
 CS2558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2558'IN ARLINGTON.
 CS2558'IN ARLINGTON, AT THE INTERSECTION OF FIELDER ROAD AND DIVISION STREET,
 CS2558'SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 4 COLUMNS OF
 CS2558'THE SECOND PIER SOUTH OF THE NORTH ABUTMENT OF THE ROAD OVERPASS OF
 CS2558'THE STREET, 14.5 M (47.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CS2558'LANES OF THE STREET, 8.1 M (26.6 FT) NORTH OF THE NEAR RAIL OF THE
 CS2558'MISSOURI PACIFIC RAILROAD, AND 3.8 M (12.5 FT) EAST OF THE CENTER OF
 CS2558'THE ROAD.
 CS2558'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2558
 CS2558                          STATION RECOVERY (1996)
 CS2558
 CS2558'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2558'RECOVERED IN GOOD CONDITION.
 CS2558
 CS2558                          STATION RECOVERY (2006)
 CS2558
 CS2558'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 CS2558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1011 ***********************************************************************
 DN1011  DESIGNATION -  U 1497
 DN1011  PID         -  DN1011
 DN1011  STATE/COUNTY-  TX/HUNT
 DN1011  USGS QUAD   -  GREENVILLE NW (1962)
 DN1011
 DN1011                         *CURRENT SURVEY CONTROL
 DN1011  ___________________________________________________________________
 DN1011* NAD 83(1986)-  33 09 32.     (N)    096 07 31.     (W)     SCALED    
 DN1011* NAVD 88     -       167.475  (meters)     549.46   (feet)  ADJUSTED  
 DN1011  ___________________________________________________________________
 DN1011  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN1011  DYNAMIC HT  -         167.293 (meters)     548.86  (feet)  COMP
 DN1011  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 DN1011
 DN1011  VERT ORDER  -  FIRST     CLASS II
 DN1011
 DN1011.The horizontal coordinates were scaled from a topographic map and have
 DN1011.an estimated accuracy of +/- 6 seconds.
 DN1011
 DN1011.The orthometric height was determined by differential leveling
 DN1011.and adjusted by the National Geodetic Survey in June 1991..
 DN1011
 DN1011.The geoid height was determined by GEOID03.
 DN1011
 DN1011.The dynamic height is computed by dividing the NAVD 88
 DN1011.geopotential number by the normal gravity value computed on the
 DN1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1011.degrees latitude (g = 980.6199 gals.).
 DN1011
 DN1011.The modeled gravity was interpolated from observed gravity values.
 DN1011
 DN1011;                    North         East    Units  Estimated Accuracy
 DN1011;SPC TXNC     - 2,167,980.      821,480.      MT  (+/- 180 meters Scaled)
 DN1011
 DN1011                          SUPERSEDED SURVEY CONTROL
 DN1011
 DN1011.No superseded survey control is available for this station.
 DN1011
 DN1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB681725(NAD 83)
 DN1011_MARKER: I = METAL ROD
 DN1011_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1011_SP_SET: STAINLESS STEEL ROD
 DN1011_STAMPING: U 1497 1986
 DN1011_MARK LOGO: NGS   
 DN1011_PROJECTION: FLUSH
 DN1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1011_ROD/PIPE-DEPTH: 8.2  meters
 DN1011
 DN1011  HISTORY     - Date     Condition        Report By
 DN1011  HISTORY     - 1986     MONUMENTED       NGS
 DN1011  HISTORY     - 19940418 GOOD             USPSQD
 DN1011
 DN1011                          STATION DESCRIPTION
 DN1011
 DN1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1011'IN GREENVILLE.
 DN1011'IN GREENVILLE, AT THE INTERSECTION OF ALPHA AND REES STREET, 15.8 M
 DN1011'(51.8 FT) NORTHEAST OF THE NEAR RAIL OF THE MISSOURI KANSAS TEXAS
 DN1011'RAILROAD, 10.6 M (34.8 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH
 DN1011'BOUND LANES OF REES STREET, 10.1 M (33.1 FT) NORTH OF THE CENTER OF
 DN1011'ALPHA STREET, AND 0.9 M (3.0 FT) NORTH OF A UTILITY POLE.
 DN1011'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1011'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 DN1011'THE MARK IS 0.6 M BELOW THE TRACKS.
 DN1011
 DN1011                          STATION RECOVERY (1994)
 DN1011
 DN1011'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2519 ***********************************************************************
 CS2519  DESIGNATION -  U 1498
 CS2519  PID         -  CS2519
 CS2519  STATE/COUNTY-  TX/DALLAS
 CS2519  USGS QUAD   -  ROWLETT (1973)
 CS2519
 CS2519                         *CURRENT SURVEY CONTROL
 CS2519  ___________________________________________________________________
 CS2519* NAD 83(1986)-  32 52 31.     (N)    096 31 13.     (W)     SCALED    
 CS2519* NAVD 88     -       138.289  (meters)     453.70   (feet)  ADJUSTED  
 CS2519  ___________________________________________________________________
 CS2519  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CS2519  DYNAMIC HT  -         138.137 (meters)     453.20  (feet)  COMP
 CS2519  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 CS2519
 CS2519  VERT ORDER  -  FIRST     CLASS II
 CS2519
 CS2519.The horizontal coordinates were scaled from a topographic map and have
 CS2519.an estimated accuracy of +/- 6 seconds.
 CS2519
 CS2519.The orthometric height was determined by differential leveling
 CS2519.and adjusted by the National Geodetic Survey in June 1991..
 CS2519
 CS2519.The geoid height was determined by GEOID03.
 CS2519
 CS2519.The dynamic height is computed by dividing the NAVD 88
 CS2519.geopotential number by the normal gravity value computed on the
 CS2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2519.degrees latitude (g = 980.6199 gals.).
 CS2519
 CS2519.The modeled gravity was interpolated from observed gravity values.
 CS2519
 CS2519;                    North         East    Units  Estimated Accuracy
 CS2519;SPC TXNC     - 2,135,770.      785,240.      MT  (+/- 180 meters Scaled)
 CS2519
 CS2519                          SUPERSEDED SURVEY CONTROL
 CS2519
 CS2519.No superseded survey control is available for this station.
 CS2519
 CS2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB320401(NAD 83)
 CS2519_MARKER: DB = BENCH MARK DISK
 CS2519_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2519_SP_SET: PIER
 CS2519_STAMPING: U 1498 1986
 CS2519_MARK LOGO: NGS   
 CS2519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2519+STABILITY: POSITION/ELEVATION WELL
 CS2519
 CS2519  HISTORY     - Date     Condition        Report By
 CS2519  HISTORY     - 1986     MONUMENTED       NGS
 CS2519
 CS2519                          STATION DESCRIPTION
 CS2519
 CS2519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2519'10.4 KM (6.45 MI) SW FROM ROCKWALL.
 CS2519'2.7 KM (1.7 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 205 FROM ITS
 CS2519'JUNCTION WITH STATE HIGHWAY 66 IN ROCKWALL, THENCE 7.7 KM (4.8 MI)
 CS2519'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 30, SET VERTICALLY IN THE SOUTH
 CS2519'FACE OF THE FIRST PIER SOUTH OF THE NORTH ABUTMENT OF DALROCK ROAD
 CS2519'OVERPASS OF THE HIGHWAY (EXIT 64), AND 7.0 M (23.0 FT) NORTH OF THE
 CS2519'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 CS2519'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5445 ***********************************************************************
 AW5445  DESIGNATION -  U 1499
 AW5445  PID         -  AW5445
 AW5445  STATE/COUNTY-  TX/HARRIS
 AW5445  USGS QUAD   -  WARREN LAKE (1980)
 AW5445
 AW5445                         *CURRENT SURVEY CONTROL
 AW5445  ___________________________________________________________________
 AW5445* NAD 83(1986)-  29 59 43.     (N)    095 48 34.     (W)     SCALED    
 AW5445* NAVD 88     -        60.311  (meters)     197.87   (feet)  ADJUSTED  
 AW5445  ___________________________________________________________________
 AW5445  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW5445  DYNAMIC HT  -          60.229 (meters)     197.60  (feet)  COMP
 AW5445  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AW5445
 AW5445  VERT ORDER  -  FIRST     CLASS II
 AW5445
 AW5445.The horizontal coordinates were scaled from a topographic map and have
 AW5445.an estimated accuracy of +/- 6 seconds.
 AW5445
 AW5445.The orthometric height was determined by differential leveling
 AW5445.and adjusted by the National Geodetic Survey in June 1991..
 AW5445
 AW5445.The geoid height was determined by GEOID03.
 AW5445
 AW5445.The dynamic height is computed by dividing the NAVD 88
 AW5445.geopotential number by the normal gravity value computed on the
 AW5445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5445.degrees latitude (g = 980.6199 gals.).
 AW5445
 AW5445.The modeled gravity was interpolated from observed gravity values.
 AW5445
 AW5445;                    North         East    Units  Estimated Accuracy
 AW5445;SPC TXSC     - 4,243,800.      907,800.      MT  (+/- 180 meters Scaled)
 AW5445
 AW5445                          SUPERSEDED SURVEY CONTROL
 AW5445
 AW5445  NGVD 29 (12/23/87)   60.303  (m)          197.84   (f) ADJUSTED    1 2
 AW5445
 AW5445.Superseded values are not recommended for survey control.
 AW5445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5445.See file dsdata.txt to determine how the superseded data were derived.
 AW5445
 AW5445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289215(NAD 83)
 AW5445_MARKER: I = METAL ROD
 AW5445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5445_SP_SET: STAINLESS STEEL ROD
 AW5445_STAMPING: U 1499 1986
 AW5445_MARK LOGO: NGS   
 AW5445_PROJECTION: FLUSH
 AW5445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5445+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW5445_ROD/PIPE-DEPTH: 7.7  meters
 AW5445
 AW5445  HISTORY     - Date     Condition        Report By
 AW5445  HISTORY     - 1986     MONUMENTED       NGS
 AW5445  HISTORY     - 1987     GOOD             USPSQD
 AW5445  HISTORY     - 19931106 GOOD             USPSQD
 AW5445  HISTORY     - 20040131 GOOD             GEOCAC
 AW5445  HISTORY     - 20040417 GOOD             TXAM
 AW5445  HISTORY     - 20051026 GOOD             USPSQD
 AW5445
 AW5445                          STATION DESCRIPTION
 AW5445
 AW5445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5445'5.9 KM (3.65 MI) SOUTH FROM KATY.
 AW5445'3.2 KM (2.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION
 AW5445'WITH HEGAR ROAD IN HOCKLEY, THENCE 2.7 KM (1.7 MI) SOUTHERLY ALONG
 AW5445'KATY-HOCKLEY ROAD, 18.3 M (60.0 FT) SOUTH OF THE CENTERLINE OF BECKER
 AW5445'ROAD, 7.2 M (23.6 FT) NORTHEAST OF THE CENTERLINE OF KATY-HOCKLEY
 AW5445'ROAD, 6.8 M (22.3 FT) WEST OF THE CENTER OF A PAVED ROAD, AND 1.0 M
 AW5445'(3.3 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5445'THROUGH A 5-INCH LOGO CAP.
 AW5445'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW5445'THE MARK IS ABOVE LEVEL WITH KATY-HOCKLEY ROAD.
 AW5445
 AW5445                          STATION RECOVERY (1987)
 AW5445
 AW5445'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW5445'RECOVERED IN GOOD CONDITION.
 AW5445
 AW5445                          STATION RECOVERY (1993)
 AW5445
 AW5445'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5445'RECOVERED IN GOOD CONDITION.
 AW5445
 AW5445                          STATION RECOVERY (2004)
 AW5445
 AW5445'RECOVERY NOTE BY GEOCACHING 2004 (RAC)
 AW5445'MARK FOUND BURIED 1 1/2 INCHES BELOW GROUND LEVEL.  WITNESS POST WAS
 AW5445'BROKEN OFF BELOW GROUND LEVEL.  LOGO CAP WAS MISSING BUT COLLAR WAS
 AW5445'INTACT.  CONCRETE MONUMENT AROUND STEEL ROD MAY HAVE SUNK AS THE ROD
 AW5445'NOW  PROTRUDES ABOVE THE COLLAR AND WOULD NOT BE COVERED BY A CAP.
 AW5445' 
 AW5445'REMOVE FROM DESCRIPTION 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE
 AW5445'REMOVE FROM DESCRIPTION THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AW5445' 
 AW5445
 AW5445                          STATION RECOVERY (2004)
 AW5445
 AW5445'RECOVERY NOTE BY TEXAS A+M UNIVERSITY 2004
 AW5445'RECOVERED IN GOOD CONDITION.
 AW5445
 AW5445                          STATION RECOVERY (2005)
 AW5445
 AW5445'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW5445'FOUND AS DESCRIBED.  2004 DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0252 ***********************************************************************
 CC0252  DESIGNATION -  U 15
 CC0252  PID         -  CC0252
 CC0252  STATE/COUNTY-  TX/WARD
 CC0252  USGS QUAD   -  PYOTE EAST (1981)
 CC0252
 CC0252                         *CURRENT SURVEY CONTROL
 CC0252  ___________________________________________________________________
 CC0252* NAD 83(1986)-  31 33 36.     (N)    103 01 13.     (W)     SCALED    
 CC0252* NAVD 88     -       808.980  (meters)    2654.13   (feet)  ADJUSTED  
 CC0252  ___________________________________________________________________
 CC0252  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CC0252  DYNAMIC HT  -         807.844 (meters)    2650.40  (feet)  COMP
 CC0252  MODELED GRAV-     979,208.2   (mgal)                       NAVD 88
 CC0252
 CC0252  VERT ORDER  -  FIRST     CLASS II
 CC0252
 CC0252.The horizontal coordinates were scaled from a topographic map and have
 CC0252.an estimated accuracy of +/- 6 seconds.
 CC0252
 CC0252.The orthometric height was determined by differential leveling
 CC0252.and adjusted by the National Geodetic Survey in June 1991..
 CC0252
 CC0252.The geoid height was determined by GEOID03.
 CC0252
 CC0252.The dynamic height is computed by dividing the NAVD 88
 CC0252.geopotential number by the normal gravity value computed on the
 CC0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0252.degrees latitude (g = 980.6199 gals.).
 CC0252
 CC0252.The modeled gravity was interpolated from observed gravity values.
 CC0252
 CC0252;                    North         East    Units  Estimated Accuracy
 CC0252;SPC TX C     - 3,212,970.      444,940.      MT  (+/- 180 meters Scaled)
 CC0252
 CC0252                          SUPERSEDED SURVEY CONTROL
 CC0252
 CC0252  NGVD 29 (??/??/92)  808.654  (m)         2653.06   (f) ADJ UNCH    1 2
 CC0252
 CC0252.Superseded values are not recommended for survey control.
 CC0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0252.See file dsdata.txt to determine how the superseded data were derived.
 CC0252
 CC0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ879933(NAD 83)
 CC0252_MARKER: P = PIPE CAP
 CC0252_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0252_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0252_STAMPING: U 15 ELEV 2653.105 FT
 CC0252_MARK LOGO: CGS   
 CC0252_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0252
 CC0252  HISTORY     - Date     Condition        Report By
 CC0252  HISTORY     - UNK      MONUMENTED       CGS
 CC0252  HISTORY     - 1956     GOOD             NGS
 CC0252  HISTORY     - 1981     GOOD             NGS
 CC0252
 CC0252                          STATION DESCRIPTION
 CC0252
 CC0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0252'1.2 MI W FROM WICKETT.
 CC0252'1.2 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0252'WICKETT, WARD COUNTY, 100 YARDS WEST OF THE SIGN WICKETT 1 MILE, 5
 CC0252'FEET WEST OF THE EIGHTH POLE WEST OF MILEPOST 617, 43 FEET SOUTH OF
 CC0252'THE CENTERLINE OF THE TRACK, 87 FEET NORTH OF THE CENTERLINE OF U.S.
 CC0252'HIGHWAY 80, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 CC0252'THE TRACK.  A STANDARD CAP FASTENED ON THE TOP OF A 3-1/2-INCH IRON
 CC0252'PIPE PROJECTING 14 INCHES ABOVE GROUND.
 CC0252
 CC0252                          STATION RECOVERY (1981)
 CC0252
 CC0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0252'12.7 KM (7.9 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CC0252'ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.5 KM (0.3 MI)
 CC0252'SOUTHWEST OF MILE POST 617, 50.0 METERS (164.0 FT) SOUTHWEST OF THE
 CC0252'SOUTHWEST CORNER OF THE BASE OF SEMAPHORE NUMBER 6174, 26.5 METERS
 CC0252'(87.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 80, AND
 CC0252'12.2 METERS (40.1 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0252'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CC0252'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0574 ***********************************************************************
 CS0574  DESIGNATION -  U 150
 CS0574  PID         -  CS0574
 CS0574  STATE/COUNTY-  TX/NAVARRO
 CS0574  USGS QUAD   -  CHATFIELD (1961)
 CS0574
 CS0574                         *CURRENT SURVEY CONTROL
 CS0574  ___________________________________________________________________
 CS0574* NAD 83(1986)-  32 14 46.     (N)    096 29 58.     (W)     SCALED    
 CS0574* NAVD 88     -       141.083  (meters)     462.87   (feet)  ADJUSTED  
 CS0574  ___________________________________________________________________
 CS0574  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CS0574  DYNAMIC HT  -         140.921 (meters)     462.34  (feet)  COMP
 CS0574  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CS0574
 CS0574  VERT ORDER  -  SECOND    CLASS 0
 CS0574
 CS0574.The horizontal coordinates were scaled from a topographic map and have
 CS0574.an estimated accuracy of +/- 6 seconds.
 CS0574
 CS0574.The orthometric height was determined by differential leveling
 CS0574.and adjusted by the National Geodetic Survey in June 1991..
 CS0574
 CS0574.The geoid height was determined by GEOID03.
 CS0574
 CS0574.The dynamic height is computed by dividing the NAVD 88
 CS0574.geopotential number by the normal gravity value computed on the
 CS0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0574.degrees latitude (g = 980.6199 gals.).
 CS0574
 CS0574.The modeled gravity was interpolated from observed gravity values.
 CS0574
 CS0574;                    North         East    Units  Estimated Accuracy
 CS0574;SPC TXNC     - 2,066,050.      788,520.      MT  (+/- 180 meters Scaled)
 CS0574
 CS0574                          SUPERSEDED SURVEY CONTROL
 CS0574
 CS0574  NGVD 29 (??/??/92)  141.080  (m)          462.86   (f) ADJ UNCH    2 0
 CS0574
 CS0574.Superseded values are not recommended for survey control.
 CS0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0574.See file dsdata.txt to determine how the superseded data were derived.
 CS0574
 CS0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA355704(NAD 83)
 CS0574_MARKER: DB = BENCH MARK DISK
 CS0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0574_SP_SET: WALL
 CS0574_STAMPING: U 150 1933
 CS0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0574
 CS0574  HISTORY     - Date     Condition        Report By
 CS0574  HISTORY     - 1933     MONUMENTED       CGS
 CS0574  HISTORY     - 1942     GOOD             NGS
 CS0574
 CS0574                          STATION DESCRIPTION
 CS0574
 CS0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0574'9.7 MI S FROM ENNIS.
 CS0574'9.7 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RR IN TOWN OF RICE.
 CS0574'SOUTHWEST CORNER OF PUBLIC SCHOOL.  TABLET SET IN A VERTICAL POSITION
 CS0574'IN CONCRETE WALL FACING DALLAS STREET, 3 FEET ABOVE SURFACE OF GROUND.
 CS0574
 CS0574                          STATION RECOVERY (1942)
 CS0574
 CS0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3389 ***********************************************************************
 CS3389  DESIGNATION -  U 150 RESET
 CS3389  PID         -  CS3389
 CS3389  STATE/COUNTY-  TX/NAVARRO
 CS3389  USGS QUAD   -  CHATFIELD (1961)
 CS3389
 CS3389                         *CURRENT SURVEY CONTROL
 CS3389  ___________________________________________________________________
 CS3389* NAD 83(1986)-  32 14 46.     (N)    096 29 58.     (W)     SCALED    
 CS3389* NAVD 88     -       140.73   (meters)     461.7    (feet)  RESET     
 CS3389  ___________________________________________________________________
 CS3389  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CS3389
 CS3389  VERT ORDER  -  THIRD
 CS3389
 CS3389.The horizontal coordinates were scaled from a topographic map and have
 CS3389.an estimated accuracy of +/- 6 seconds.
 CS3389
 CS3389.The orthometric height was computed from unverified reset data.
 CS3389.No vertical observational check was made to the station.
 CS3389
 CS3389.The geoid height was determined by GEOID03.
 CS3389
 CS3389;                    North         East    Units  Estimated Accuracy
 CS3389;SPC TXNC     - 2,066,050.      788,520.      MT  (+/- 180 meters Scaled)
 CS3389
 CS3389                          SUPERSEDED SURVEY CONTROL
 CS3389
 CS3389  NGVD 29 (01/29/03)  140.73   (m)          461.7    (f) RESET       3  
 CS3389
 CS3389.Superseded values are not recommended for survey control.
 CS3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3389.See file dsdata.txt to determine how the superseded data were derived.
 CS3389
 CS3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA355704(NAD 83)
 CS3389_MARKER: DB = BENCH MARK DISK
 CS3389_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS3389+WITH SETTING: PAVEMENT
 CS3389_SP_SET: DOOR BASE
 CS3389_STAMPING: U 150 RESET 1978
 CS3389_MARK LOGO: NGS   
 CS3389_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3389+STABILITY: SURFACE MOTION
 CS3389
 CS3389  HISTORY     - Date     Condition        Report By
 CS3389  HISTORY     - 1978     MONUMENTED       NGS
 CS3389
 CS3389                          STATION DESCRIPTION
 CS3389
 CS3389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 CS3389'IN RICE AT THE SOUTHEAST CORNER OF CONCRETE BASE OF ENTRANCE TO THE
 CS3389'RICE SCHOOL, WEST ENTRANCE, 14 FEET SOUTHWEST OF SOUTH EDGE OF
 CS3389'DOORWAY, 1 FOOT NORTH OF THE SOUTH EDGE OF BASE, AND 0.6 FEET WEST
 CS3389'OF WEST WALL OF SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5507 ***********************************************************************
 AW5507  DESIGNATION -  U 1500
 AW5507  PID         -  AW5507
 AW5507  STATE/COUNTY-  TX/HARRIS
 AW5507  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW5507
 AW5507                         *CURRENT SURVEY CONTROL
 AW5507  ___________________________________________________________________
 AW5507* NAD 83(1986)-  29 51 56.     (N)    095 29 46.     (W)     SCALED    
 AW5507* NAVD 88     -        26.227  (meters)      86.05   (feet)  ADJUSTED  
 AW5507  ___________________________________________________________________
 AW5507  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW5507  DYNAMIC HT  -          26.192 (meters)      85.93  (feet)  COMP
 AW5507  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 AW5507
 AW5507  VERT ORDER  -  FIRST     CLASS II
 AW5507
 AW5507.The horizontal coordinates were scaled from a topographic map and have
 AW5507.an estimated accuracy of +/- 6 seconds.
 AW5507
 AW5507.The orthometric height was determined by differential leveling
 AW5507.and adjusted by the National Geodetic Survey in June 1991..
 AW5507
 AW5507.The geoid height was determined by GEOID03.
 AW5507
 AW5507.The dynamic height is computed by dividing the NAVD 88
 AW5507.geopotential number by the normal gravity value computed on the
 AW5507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5507.degrees latitude (g = 980.6199 gals.).
 AW5507
 AW5507.The modeled gravity was interpolated from observed gravity values.
 AW5507
 AW5507;                    North         East    Units  Estimated Accuracy
 AW5507;SPC TXSC     - 4,230,300.      938,450.      MT  (+/- 180 meters Scaled)
 AW5507
 AW5507                          SUPERSEDED SURVEY CONTROL
 AW5507
 AW5507  NGVD 29 (12/23/87)   26.222  (m)           86.03   (f) ADJUSTED    1 2
 AW5507
 AW5507.Superseded values are not recommended for survey control.
 AW5507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5507.See file dsdata.txt to determine how the superseded data were derived.
 AW5507
 AW5507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP588065(NAD 83)
 AW5507_MARKER: I = METAL ROD
 AW5507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5507_SP_SET: STAINLESS STEEL ROD
 AW5507_STAMPING: U 1500 1986
 AW5507_MARK LOGO: NGS   
 AW5507_PROJECTION: FLUSH
 AW5507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5507+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW5507_ROD/PIPE-DEPTH: 7.0  meters
 AW5507
 AW5507  HISTORY     - Date     Condition        Report By
 AW5507  HISTORY     - 1986     MONUMENTED       NGS
 AW5507  HISTORY     - 20051014 GOOD             USPSQD
 AW5507
 AW5507                          STATION DESCRIPTION
 AW5507
 AW5507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5507'IN HOUSTON.
 AW5507'IN HOUSTON, AT THE INTERSECTION OF WEST LITTLE YORK ROAD AND
 AW5507'STONEBROOK LANE, 16.4 M (53.8 FT) WEST OF THE CENTERLINE OF THE LANE,
 AW5507'15.8 M (51.8 FT) NORTH OF THE CENTERLINE OF THE ROAD, AND 0.7 M (2.3
 AW5507'FT) NORTH OF UTILITY POLE NUMBER 100759.  NOTE--ACCESS TO DATUM POINT
 AW5507'IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5507'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5507'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5507
 AW5507                          STATION RECOVERY (2005)
 AW5507
 AW5507'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5507'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0993 ***********************************************************************
 DN0993  DESIGNATION -  U 1501
 DN0993  PID         -  DN0993
 DN0993  STATE/COUNTY-  TX/GRAYSON
 DN0993  USGS QUAD   -  PILOT GROVE (1974)
 DN0993
 DN0993                         *CURRENT SURVEY CONTROL
 DN0993  ___________________________________________________________________
 DN0993* NAD 83(1986)-  33 29 44.     (N)    096 23 09.     (W)     SCALED    
 DN0993* NAVD 88     -       230.187  (meters)     755.21   (feet)  ADJUSTED  
 DN0993  ___________________________________________________________________
 DN0993  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DN0993  DYNAMIC HT  -         229.940 (meters)     754.39  (feet)  COMP
 DN0993  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DN0993
 DN0993  VERT ORDER  -  FIRST     CLASS II
 DN0993
 DN0993.The horizontal coordinates were scaled from a topographic map and have
 DN0993.an estimated accuracy of +/- 6 seconds.
 DN0993
 DN0993.The orthometric height was determined by differential leveling
 DN0993.and adjusted by the National Geodetic Survey in June 1991..
 DN0993
 DN0993.The geoid height was determined by GEOID03.
 DN0993
 DN0993.The dynamic height is computed by dividing the NAVD 88
 DN0993.geopotential number by the normal gravity value computed on the
 DN0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0993.degrees latitude (g = 980.6199 gals.).
 DN0993
 DN0993.The modeled gravity was interpolated from observed gravity values.
 DN0993
 DN0993;                    North         East    Units  Estimated Accuracy
 DN0993;SPC TXNC     - 2,204,790.      796,430.      MT  (+/- 180 meters Scaled)
 DN0993
 DN0993                          SUPERSEDED SURVEY CONTROL
 DN0993
 DN0993.No superseded survey control is available for this station.
 DN0993
 DN0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC428092(NAD 83)
 DN0993_MARKER: I = METAL ROD
 DN0993_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0993+WITH SETTING: INFORMATION.
 DN0993_SP_SET: SHALLOW-SET METAL ROD
 DN0993_STAMPING: U 1501 1986
 DN0993_MARK LOGO: NGS   
 DN0993_PROJECTION: FLUSH
 DN0993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0993+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 DN0993_ROD/PIPE-DEPTH: 1.2  meters
 DN0993
 DN0993  HISTORY     - Date     Condition        Report By
 DN0993  HISTORY     - 1986     MONUMENTED       NGS
 DN0993  HISTORY     - 20020930 GOOD             INDIV
 DN0993
 DN0993                          STATION DESCRIPTION
 DN0993
 DN0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0993'34.9 KM (21.7 MI) SE FROM DENISON.
 DN0993'34.9 KM (21.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS
 DN0993'JUNCTION WITH FARM ROAD 120 IN DENISON, 43.3 M (142.1 FT)
 DN0993'NORTH-NORTHWEST OF THE CENTER OF A SERVICE ROAD OF STATE HIGHWAY 11,
 DN0993'36.6 M (120.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 DN0993'30.8 M (101.0 FT) NORTH OF THE NORTHWEST END OF AN 18-INCH CONCRETE
 DN0993'CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 DN0993'CAP.
 DN0993'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 DN0993'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN0993
 DN0993                          STATION RECOVERY (2002)
 DN0993
 DN0993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0993'RECOVERED AS DESCRIBED IN THE 1986 NGS SURVEY WITH EXCEPTION OF
 DN0993'COORDINATES CORRECTED AS (N 33 29.741 / W 096 23.155)BY DAWGIES OF
 DN0993'GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5519 ***********************************************************************
 AW5519  DESIGNATION -  U 1502
 AW5519  PID         -  AW5519
 AW5519  STATE/COUNTY-  TX/HARRIS
 AW5519  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW5519
 AW5519                         *CURRENT SURVEY CONTROL
 AW5519  ___________________________________________________________________
 AW5519* NAD 83(1986)-  29 49 58.     (N)    095 31 36.     (W)     SCALED    
 AW5519* NAVD 88     -        27.416  (meters)      89.95   (feet)  ADJUSTED  
 AW5519  ___________________________________________________________________
 AW5519  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW5519  DYNAMIC HT  -          27.378 (meters)      89.82  (feet)  COMP
 AW5519  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 AW5519
 AW5519  VERT ORDER  -  FIRST     CLASS II
 AW5519
 AW5519.The horizontal coordinates were scaled from a topographic map and have
 AW5519.an estimated accuracy of +/- 6 seconds.
 AW5519
 AW5519.The orthometric height was determined by differential leveling
 AW5519.and adjusted by the National Geodetic Survey in June 1991..
 AW5519
 AW5519.The geoid height was determined by GEOID03.
 AW5519
 AW5519.The dynamic height is computed by dividing the NAVD 88
 AW5519.geopotential number by the normal gravity value computed on the
 AW5519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5519.degrees latitude (g = 980.6199 gals.).
 AW5519
 AW5519.The modeled gravity was interpolated from observed gravity values.
 AW5519
 AW5519;                    North         East    Units  Estimated Accuracy
 AW5519;SPC TXSC     - 4,226,580.      935,610.      MT  (+/- 180 meters Scaled)
 AW5519
 AW5519                          SUPERSEDED SURVEY CONTROL
 AW5519
 AW5519  NGVD 29 (12/23/87)   27.410  (m)           89.93   (f) ADJUSTED    1 2
 AW5519
 AW5519.Superseded values are not recommended for survey control.
 AW5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5519.See file dsdata.txt to determine how the superseded data were derived.
 AW5519
 AW5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP558029(NAD 83)
 AW5519_MARKER: I = METAL ROD
 AW5519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5519_SP_SET: STAINLESS STEEL ROD
 AW5519_STAMPING: U 1502 1986
 AW5519_MARK LOGO: NGS   
 AW5519_PROJECTION: RECESSED 2 CENTIMETERS
 AW5519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5519_ROD/PIPE-DEPTH: 7.3  meters
 AW5519
 AW5519  HISTORY     - Date     Condition        Report By
 AW5519  HISTORY     - 1986     MONUMENTED       NGS
 AW5519  HISTORY     - 19941022 GOOD             USPSQD
 AW5519
 AW5519                          STATION DESCRIPTION
 AW5519
 AW5519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5519'IN HOUSTON.
 AW5519'IN HOUSTON, AT THE INTERSECTION OF CAMPBELL AND CLAY ROADS, 31.7 M
 AW5519'(104.0 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF CAMPBELL
 AW5519'ROAD, 8.1 M (26.6 FT) WEST OF THE CENTER OF CLAY ROAD, 2.3 M (7.5 FT)
 AW5519'WEST OF A CURB, 2.2 M (7.2 FT) EAST OF A CURB, AND 1.8 M (5.9 FT)
 AW5519'SOUTH OF A CURB.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5519'LOGO CAP.
 AW5519'THE MARK IS 0.2 M ABOVE CLAY ROAD.
 AW5519
 AW5519                          STATION RECOVERY (1994)
 AW5519
 AW5519'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5533 ***********************************************************************
 AW5533  DESIGNATION -  U 1503
 AW5533  PID         -  AW5533
 AW5533  STATE/COUNTY-  TX/HARRIS
 AW5533  USGS QUAD   -  HIGHLANDS (1995)
 AW5533
 AW5533                         *CURRENT SURVEY CONTROL
 AW5533  ___________________________________________________________________
 AW5533* NAD 83(1986)-  29 47 32.     (N)    095 04 47.     (W)     SCALED    
 AW5533* NAVD 88     -         2.372  (meters)       7.78   (feet)  ADJUSTED  
 AW5533  ___________________________________________________________________
 AW5533  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW5533  DYNAMIC HT  -           2.369 (meters)       7.77  (feet)  COMP
 AW5533  MODELED GRAV-     979,290.6   (mgal)                       NAVD 88
 AW5533
 AW5533  VERT ORDER  -  FIRST     CLASS II
 AW5533
 AW5533.The horizontal coordinates were scaled from a topographic map and have
 AW5533.an estimated accuracy of +/- 6 seconds.
 AW5533
 AW5533.The orthometric height was determined by differential leveling
 AW5533.and adjusted by the National Geodetic Survey in June 1991..
 AW5533
 AW5533.The geoid height was determined by GEOID03.
 AW5533
 AW5533.The dynamic height is computed by dividing the NAVD 88
 AW5533.geopotential number by the normal gravity value computed on the
 AW5533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5533.degrees latitude (g = 980.6199 gals.).
 AW5533
 AW5533.The modeled gravity was interpolated from observed gravity values.
 AW5533
 AW5533;                    North         East    Units  Estimated Accuracy
 AW5533;SPC TXSC     - 4,223,450.      978,930.      MT  (+/- 180 meters Scaled)
 AW5533
 AW5533                          SUPERSEDED SURVEY CONTROL
 AW5533
 AW5533  NGVD 29 (12/23/87)    2.370  (m)            7.78   (f) ADJUSTED    1 2
 AW5533
 AW5533.Superseded values are not recommended for survey control.
 AW5533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5533.See file dsdata.txt to determine how the superseded data were derived.
 AW5533
 AW5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN989975(NAD 83)
 AW5533_MARKER: DB = BENCH MARK DISK
 AW5533_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5533_SP_SET: BRIDGE PIER
 AW5533_STAMPING: U 1503 1987
 AW5533_MARK LOGO: NGS   
 AW5533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5533
 AW5533  HISTORY     - Date     Condition        Report By
 AW5533  HISTORY     - 1987     MONUMENTED       NGS
 AW5533  HISTORY     - 1987     GOOD             USPSQD
 AW5533  HISTORY     - 1987     GOOD             USPSQD
 AW5533  HISTORY     - 1987     GOOD             USPSQD
 AW5533  HISTORY     - 1987     GOOD             USPSQD
 AW5533  HISTORY     - 1988     GOOD             USPSQD
 AW5533  HISTORY     - 1988     GOOD             USPSQD
 AW5533  HISTORY     - 1988     GOOD             USPSQD
 AW5533  HISTORY     - 1988     GOOD             USPSQD
 AW5533  HISTORY     - 1988     GOOD             USPSQD
 AW5533  HISTORY     - 19940911 GOOD             USPSQD
 AW5533
 AW5533                          STATION DESCRIPTION
 AW5533
 AW5533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5533'3.9 KM (2.45 MI) EAST FROM CHANNELVIEW.
 AW5533'3.9 KM (2.4 MI) EAST ALONG MARKET STREET FROM THE POST OFFICE IN
 AW5533'CHANNELVIEW, THENCE 0.1 KM (0.05 MI) NORTHWEST ALONG MONMOUTH STREET
 AW5533'TO THE MARK ON THE RIGHT, SET VERTICALLY IN THE SOUTHEAST SIDE OF THE
 AW5533'MOST SOUTHERLY PIER OF THE INTERSTATE 10 OVERPASS, 13.26 METERS (43.5
 AW5533'FT) NORTHEAST OF THE CENTERLINE OF THE STREET, 24.08 METERS (79.0 FT)
 AW5533'NORTHWEST OF THE CENTER OF THE FRONTAGE ROAD, 12.98 METERS (42.6 FT)
 AW5533'NORTH OF THE NORTH CORNER OF THE CONCRETE BASE OF A ROUND MAN HOLE
 AW5533'COVER.
 AW5533'THE MARK IS 1.2 M ABOVE STREET.
 AW5533
 AW5533                          STATION RECOVERY (1987)
 AW5533
 AW5533'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW5533'RECOVERED IN GOOD CONDITION.
 AW5533
 AW5533                          STATION RECOVERY (1987)
 AW5533
 AW5533'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW5533'RECOVERED IN GOOD CONDITION.
 AW5533
 AW5533                          STATION RECOVERY (1987)
 AW5533
 AW5533'RECOVERY NOTE BY US POWER SQUADRON 1987 (MD)
 AW5533'RECOVERED IN GOOD CONDITION.
 AW5533
 AW5533                          STATION RECOVERY (1987)
 AW5533
 AW5533'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW5533'RECOVERED IN GOOD CONDITION.
 AW5533
 AW5533                          STATION RECOVERY (1988)
 AW5533
 AW5533'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW5533'RECOVERED IN GOOD CONDITION.
 AW5533
 AW5533                          STATION RECOVERY (1988)
 AW5533
 AW5533'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW5533'RECOVERED IN GOOD CONDITION.
 AW5533
 AW5533                          STATION RECOVERY (1988)
 AW5533
 AW5533'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW5533'RECOVERED IN GOOD CONDITION.
 AW5533
 AW5533                          STATION RECOVERY (1988)
 AW5533
 AW5533'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW5533'RECOVERED IN GOOD CONDITION.
 AW5533
 AW5533                          STATION RECOVERY (1988)
 AW5533
 AW5533'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW5533'RECOVERED IN GOOD CONDITION.
 AW5533
 AW5533                          STATION RECOVERY (1994)
 AW5533
 AW5533'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5422 ***********************************************************************
 AW5422  DESIGNATION -  U 1504
 AW5422  PID         -  AW5422
 AW5422  STATE/COUNTY-  TX/HARRIS
 AW5422  USGS QUAD   -  ALIEF (1995)
 AW5422
 AW5422                         *CURRENT SURVEY CONTROL
 AW5422  ___________________________________________________________________
 AW5422* NAD 83(1986)-  29 43 05.     (N)    095 33 32.     (W)     SCALED    
 AW5422* NAVD 88     -        22.897  (meters)      75.12   (feet)  ADJUSTED  
 AW5422  ___________________________________________________________________
 AW5422  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW5422  DYNAMIC HT  -          22.866 (meters)      75.02  (feet)  COMP
 AW5422  MODELED GRAV-     979,278.0   (mgal)                       NAVD 88
 AW5422
 AW5422  VERT ORDER  -  FIRST     CLASS II
 AW5422
 AW5422.The horizontal coordinates were scaled from a topographic map and have
 AW5422.an estimated accuracy of +/- 6 seconds.
 AW5422
 AW5422.The orthometric height was determined by differential leveling
 AW5422.and adjusted by the National Geodetic Survey in June 1991..
 AW5422
 AW5422.The geoid height was determined by GEOID03.
 AW5422
 AW5422.The dynamic height is computed by dividing the NAVD 88
 AW5422.geopotential number by the normal gravity value computed on the
 AW5422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5422.degrees latitude (g = 980.6199 gals.).
 AW5422
 AW5422.The modeled gravity was interpolated from observed gravity values.
 AW5422
 AW5422;                    North         East    Units  Estimated Accuracy
 AW5422;SPC TXSC     - 4,213,780.      932,870.      MT  (+/- 180 meters Scaled)
 AW5422
 AW5422                          SUPERSEDED SURVEY CONTROL
 AW5422
 AW5422  NGVD 29 (12/23/87)   22.892  (m)           75.10   (f) ADJUSTED    1 2
 AW5422
 AW5422.Superseded values are not recommended for survey control.
 AW5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5422.See file dsdata.txt to determine how the superseded data were derived.
 AW5422
 AW5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN524902(NAD 83)
 AW5422_MARKER: I = METAL ROD
 AW5422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5422_SP_SET: STAINLESS STEEL ROD
 AW5422_STAMPING: U 1504 1986
 AW5422_MARK LOGO: NGS   
 AW5422_PROJECTION: FLUSH
 AW5422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5422_ROD/PIPE-DEPTH: 7.0  meters
 AW5422
 AW5422  HISTORY     - Date     Condition        Report By
 AW5422  HISTORY     - 1986     MONUMENTED       NGS
 AW5422  HISTORY     - 19960705 GOOD             USPSQD
 AW5422  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW5422
 AW5422                          STATION DESCRIPTION
 AW5422
 AW5422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5422'3.5 KM (2.2 MI) EAST FROM ALIEF.
 AW5422'3.5 KM (2.2 MI) EAST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION OF OLD
 AW5422'WESTHEIMER ROAD IN ALIEF, ALSO 2.7 KM (1.7 MI) WEST OF BENCH MARK T
 AW5422'1504, IN THE NORTHEAST QUADRANT OF THE T-JUNCTION OF ROGERDALE ROAD,
 AW5422'23.8 METERS (78.0 FT) EAST OF THE CENTERLINE OF ROGERDALE ROAD,
 AW5422'4.6 METERS (15.0 FT) SOUTH OF THE SOUTH RAIL OF THE SOUTHERN PACIFIC
 AW5422'COMPANY RAILROAD, 17.7 METERS (58.0 FT) EAST OF A RAILROAD SIGNAL
 AW5422'LIGHT, 1.2 METERS (4.0 FT) EAST OF A METAL LEG OF BILLBOARD 195176,
 AW5422'BETWEEN 2 WITNESS POSTS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5422'5-INCH LOGO CAP.
 AW5422'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW5422'THE MARK IS 0.6 M BELOW THE RAILROAD.
 AW5422
 AW5422                          STATION RECOVERY (1996)
 AW5422
 AW5422'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5422'RECOVERED IN GOOD CONDITION.
 AW5422
 AW5422                          STATION RECOVERY (2004)
 AW5422
 AW5422'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5490 ***********************************************************************
 AW5490  DESIGNATION -  U 1505
 AW5490  PID         -  AW5490
 AW5490  STATE/COUNTY-  TX/FORT BEND
 AW5490  USGS QUAD   -  ORCHARD (1980)
 AW5490
 AW5490                         *CURRENT SURVEY CONTROL
 AW5490  ___________________________________________________________________
 AW5490* NAD 83(1986)-  29 34 54.     (N)    095 59 13.     (W)     SCALED    
 AW5490* NAVD 88     -        37.716  (meters)     123.74   (feet)  ADJUSTED  
 AW5490  ___________________________________________________________________
 AW5490  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW5490  DYNAMIC HT  -          37.664 (meters)     123.57  (feet)  COMP
 AW5490  MODELED GRAV-     979,263.9   (mgal)                       NAVD 88
 AW5490
 AW5490  VERT ORDER  -  FIRST     CLASS II
 AW5490
 AW5490.The horizontal coordinates were scaled from a topographic map and have
 AW5490.an estimated accuracy of +/- 6 seconds.
 AW5490
 AW5490.The orthometric height was determined by differential leveling
 AW5490.and adjusted by the National Geodetic Survey in June 1991..
 AW5490
 AW5490.The geoid height was determined by GEOID03.
 AW5490
 AW5490.The dynamic height is computed by dividing the NAVD 88
 AW5490.geopotential number by the normal gravity value computed on the
 AW5490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5490.degrees latitude (g = 980.6199 gals.).
 AW5490
 AW5490.The modeled gravity was interpolated from observed gravity values.
 AW5490
 AW5490;                    North         East    Units  Estimated Accuracy
 AW5490;SPC TXSC     - 4,197,520.      891,860.      MT  (+/- 180 meters Scaled)
 AW5490
 AW5490                          SUPERSEDED SURVEY CONTROL
 AW5490
 AW5490  NGVD 29 (12/23/87)   37.712  (m)          123.73   (f) ADJUSTED    1 2
 AW5490
 AW5490.Superseded values are not recommended for survey control.
 AW5490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5490.See file dsdata.txt to determine how the superseded data were derived.
 AW5490
 AW5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN106761(NAD 83)
 AW5490_MARKER: I = METAL ROD
 AW5490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5490_SP_SET: STAINLESS STEEL ROD
 AW5490_STAMPING: U 1505 1987
 AW5490_MARK LOGO: NGS   
 AW5490_PROJECTION: FLUSH
 AW5490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5490_ROD/PIPE-DEPTH: 9.7  meters
 AW5490
 AW5490  HISTORY     - Date     Condition        Report By
 AW5490  HISTORY     - 1987     MONUMENTED       NGS
 AW5490  HISTORY     - 19971122 GOOD             USPSQD
 AW5490
 AW5490                          STATION DESCRIPTION
 AW5490
 AW5490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5490'2.9 KM (1.8 MI) SOUTH FROM ORCHARD.
 AW5490'2.9 KM (1.85 MI) SOUTH ALONG FM ROAD 1489 FROM THE JUNCTION OF STATE
 AW5490'HIGHWAY 36 IN ORCHARD, AT A POWERLINE JUNCTION WITH LINES LEADING
 AW5490'NORTH SOUTH AND WEST, 17.9 METERS (58.8 FT) WEST OF THE CENTERLINE OF
 AW5490'THE ROAD, 4.0 METERS (13.0 FT) WEST-SOUTHWEST OF THE NORTH END OF AN
 AW5490'18-INCH PIPE CULVERT, 2.4 METERS (8.0 FT) NORTH OF THE CENTER OF A
 AW5490'TRACK ROAD WEST, 0.3 METER (1.0 FT) SOUTH OF A POWER POLE.
 AW5490'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5490'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5490'THE MARK IS ABOVE LEVEL WITH FM ROAD 1489.
 AW5490
 AW5490                          STATION RECOVERY (1997)
 AW5490
 AW5490'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2555 ***********************************************************************
 AX2555  DESIGNATION -  U 1506
 AX2555  PID         -  AX2555
 AX2555  STATE/COUNTY-  TX/WHARTON
 AX2555  USGS QUAD   -  PIERCE (1980)
 AX2555
 AX2555                         *CURRENT SURVEY CONTROL
 AX2555  ___________________________________________________________________
 AX2555* NAD 83(1986)-  29 13 03.     (N)    096 14 02.     (W)     SCALED    
 AX2555* NAVD 88     -        31.932  (meters)     104.76   (feet)  ADJUSTED  
 AX2555  ___________________________________________________________________
 AX2555  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX2555  DYNAMIC HT  -          31.887 (meters)     104.62  (feet)  COMP
 AX2555  MODELED GRAV-     979,237.7   (mgal)                       NAVD 88
 AX2555
 AX2555  VERT ORDER  -  FIRST     CLASS I
 AX2555
 AX2555.The horizontal coordinates were scaled from a topographic map and have
 AX2555.an estimated accuracy of +/- 6 seconds.
 AX2555
 AX2555.The orthometric height was determined by differential leveling
 AX2555.and adjusted by the National Geodetic Survey in June 1991..
 AX2555
 AX2555.The geoid height was determined by GEOID03.
 AX2555
 AX2555.The dynamic height is computed by dividing the NAVD 88
 AX2555.geopotential number by the normal gravity value computed on the
 AX2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2555.degrees latitude (g = 980.6199 gals.).
 AX2555
 AX2555.The modeled gravity was interpolated from observed gravity values.
 AX2555
 AX2555;                    North         East    Units  Estimated Accuracy
 AX2555;SPC TXSC     - 4,156,580.      868,900.      MT  (+/- 180 meters Scaled)
 AX2555
 AX2555                          SUPERSEDED SURVEY CONTROL
 AX2555
 AX2555  NGVD 29 (12/23/87)   31.937  (m)          104.78   (f) ADJUSTED    1 1
 AX2555
 AX2555.Superseded values are not recommended for survey control.
 AX2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2555.See file dsdata.txt to determine how the superseded data were derived.
 AX2555
 AX2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT689352(NAD 83)
 AX2555_MARKER: I = METAL ROD
 AX2555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2555_SP_SET: STAINLESS STEEL ROD
 AX2555_STAMPING: U 1506 1987
 AX2555_MARK LOGO: NGS   
 AX2555_PROJECTION: FLUSH
 AX2555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2555_ROD/PIPE-DEPTH: 7.3  meters
 AX2555
 AX2555  HISTORY     - Date     Condition        Report By
 AX2555  HISTORY     - 1987     MONUMENTED       NGS
 AX2555  HISTORY     - 1990     GOOD             USPSQD
 AX2555
 AX2555                          STATION DESCRIPTION
 AX2555
 AX2555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2555'3.9 KM (2.4 MI) NE FROM EL CAMPO.
 AX2555'3.91 KM (2.43 MI) NORTHEAST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION
 AX2555'OF STATE HIGHWAY 71 IN EL CAMPO, AT THE T-JUNCTION OF FM ROAD 960,
 AX2555'9.9 METERS (32.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AX2555'9.9 METERS (32.5 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF THE ROAD,
 AX2555'20.1 METERS (66.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN
 AX2555'PACIFIC RAILROAD, 1.7 METERS (5.5 FT) NORTHEAST OF THE SOUTHERNMOST 1
 AX2555'OF 2 POLES SUPPORTING STOP LIGHTS.  NOTE--ACCESS TO DATUM POINT IS HAD
 AX2555'THROUGH A 5-INCH LOGO CAP.
 AX2555'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AX2555'THE MARK IS 0.2 M BELOW THE ROAD.
 AX2555
 AX2555                          STATION RECOVERY (1990)
 AX2555
 AX2555'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX2555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5565 ***********************************************************************
 AW5565  DESIGNATION -  U 1509
 AW5565  PID         -  AW5565
 AW5565  STATE/COUNTY-  TX/HARRIS
 AW5565  USGS QUAD   -  SETTEGAST (1995)
 AW5565
 AW5565                         *CURRENT SURVEY CONTROL
 AW5565  ___________________________________________________________________
 AW5565* NAD 83(1986)-  29 50 35.     (N)    095 21 31.     (W)     SCALED    
 AW5565* NAVD 88     -        20.253  (meters)      66.45   (feet)  ADJUSTED  
 AW5565  ___________________________________________________________________
 AW5565  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW5565  DYNAMIC HT  -          20.226 (meters)      66.36  (feet)  COMP
 AW5565  MODELED GRAV-     979,291.0   (mgal)                       NAVD 88
 AW5565
 AW5565  VERT ORDER  -  FIRST     CLASS II
 AW5565
 AW5565.The horizontal coordinates were scaled from a topographic map and have
 AW5565.an estimated accuracy of +/- 6 seconds.
 AW5565
 AW5565.The orthometric height was determined by differential leveling
 AW5565.and adjusted by the National Geodetic Survey in July 2002..
 AW5565
 AW5565.The geoid height was determined by GEOID03.
 AW5565
 AW5565.The dynamic height is computed by dividing the NAVD 88
 AW5565.geopotential number by the normal gravity value computed on the
 AW5565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5565.degrees latitude (g = 980.6199 gals.).
 AW5565
 AW5565.The modeled gravity was interpolated from observed gravity values.
 AW5565
 AW5565;                    North         East    Units  Estimated Accuracy
 AW5565;SPC TXSC     - 4,228,210.      951,800.      MT  (+/- 180 meters Scaled)
 AW5565
 AW5565                          SUPERSEDED SURVEY CONTROL
 AW5565
 AW5565  NAVD 88 (09/11/96)   20.268  (m)           66.50   (f) UNKNOWN     1 2
 AW5565  NAVD 88 (06/15/91)   20.451  (m)           67.10   (f) UNKNOWN     1 2
 AW5565  NGVD 29 (12/23/87)   20.448  (m)           67.09   (f) ADJUSTED    1 2
 AW5565
 AW5565.Superseded values are not recommended for survey control.
 AW5565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5565.See file dsdata.txt to determine how the superseded data were derived.
 AW5565
 AW5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP721037(NAD 83)
 AW5565_MARKER: I = METAL ROD
 AW5565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5565_SP_SET: STAINLESS STEEL ROD
 AW5565_STAMPING: U 1509 1987
 AW5565_MARK LOGO: NGS   
 AW5565_PROJECTION: RECESSED 1 CENTIMETERS
 AW5565_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5565+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW5565_ROD/PIPE-DEPTH: 9.5  meters
 AW5565
 AW5565  HISTORY     - Date     Condition        Report By
 AW5565  HISTORY     - 1987     MONUMENTED       NGS
 AW5565  HISTORY     - 19951007 GOOD             CHANCE
 AW5565  HISTORY     - 19960204 GOOD             NGS
 AW5565  HISTORY     - 20040927 GOOD             USPSQD
 AW5565
 AW5565                          STATION DESCRIPTION
 AW5565
 AW5565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5565'IN HOUSTON.
 AW5565'IN HOUSTON, AT THE INTERSECTION OF WEST HARDY ROAD AND DE BOLL STREET,
 AW5565'18.2 M (59.7 FT) EAST OF A FENCE, 12.6 M (41.3 FT) SOUTHWEST OF THE
 AW5565'CENTERLINE OF THE ROAD, 12.1 M (39.7 FT) SOUTH OF THE CENTER OF A
 AW5565'CONCRETE DRIVEWAY, 6.3 M (20.7 FT) NORTH OF THE CENTER OF THE STREET,
 AW5565'AND 1.3 M (4.3 FT) NORTH OF A UTILITY POLE WITH THREE GUY WIRES.
 AW5565'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5565'THE MARK IS 0.3 M ABOVE THE STREET.
 AW5565
 AW5565                          STATION RECOVERY (1995)
 AW5565
 AW5565'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5565'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AW5565'3 FT (0.9 M) NORTH OF UTILITY POLE.  ADDITIONAL TIES FOLLOW.  60.5 FT
 AW5565'(18.4 M) EAST OF SOUTHEAST CORNER POST OF PROPERTY FENCE.  7.5 FT (2.3
 AW5565'M) WEST OF THE WEST CURB OF WEST HARDY ROAD.  57 FT (17.4 M) NORTH OF
 AW5565'THE STOP SIGN FOR EASTBOUND DE BOLL STREET.
 AW5565
 AW5565                          STATION RECOVERY (1996)
 AW5565
 AW5565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5565'IN HOUSTON, AT THE INTERSECTION OF WEST HARDY STREET ROAD AND DE BOLL
 AW5565'STREET, 12.2 M (40.0 FT) NORTH OF THE STREET CENTER, 6.3 M (20.7 FT)
 AW5565'WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE ROAD, 1.0 M (3.3 FT)
 AW5565'NORTH OF A UTILITY POLE WITH 3 GUY CABLES, AND 0.5 M (1.6 FT) ABOVE
 AW5565'THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AW5565'5-INCH LOGO CAP.
 AW5565
 AW5565                          STATION RECOVERY (2004)
 AW5565
 AW5565'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0625 ***********************************************************************
 CS0625  DESIGNATION -  U 151
 CS0625  PID         -  CS0625
 CS0625  STATE/COUNTY-  TX/NAVARRO
 CS0625  USGS QUAD   -  BAZETTE (1976)
 CS0625
 CS0625                         *CURRENT SURVEY CONTROL
 CS0625  ___________________________________________________________________
 CS0625* NAD 83(1986)-  32 07 42.     (N)    096 15 08.     (W)     SCALED    
 CS0625* NAVD 88     -       106.732  (meters)     350.17   (feet)  ADJUSTED  
 CS0625  ___________________________________________________________________
 CS0625  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0625  DYNAMIC HT  -         106.608 (meters)     349.76  (feet)  COMP
 CS0625  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 CS0625
 CS0625  VERT ORDER  -  SECOND    CLASS 0
 CS0625
 CS0625.The horizontal coordinates were scaled from a topographic map and have
 CS0625.an estimated accuracy of +/- 6 seconds.
 CS0625
 CS0625.The orthometric height was determined by differential leveling
 CS0625.and adjusted by the National Geodetic Survey in June 1991..
 CS0625.WARNING-Repeat measurements at this control monument indicate possible
 CS0625.vertical movement.
 CS0625
 CS0625.The geoid height was determined by GEOID03.
 CS0625
 CS0625.The dynamic height is computed by dividing the NAVD 88
 CS0625.geopotential number by the normal gravity value computed on the
 CS0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0625.degrees latitude (g = 980.6199 gals.).
 CS0625
 CS0625.The modeled gravity was interpolated from observed gravity values.
 CS0625
 CS0625;                    North         East    Units  Estimated Accuracy
 CS0625;SPC TXNC     - 2,053,470.      812,090.      MT  (+/- 180 meters Scaled)
 CS0625
 CS0625                          SUPERSEDED SURVEY CONTROL
 CS0625
 CS0625  NGVD 29 (??/??/92)  106.738  (m)          350.19   (f) ADJ UNCH    2 0
 CS0625
 CS0625.Superseded values are not recommended for survey control.
 CS0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0625.See file dsdata.txt to determine how the superseded data were derived.
 CS0625
 CS0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA592579(NAD 83)
 CS0625_MARKER: DB = BENCH MARK DISK
 CS0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0625_STAMPING: U 151 1933
 CS0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0625+STABILITY: SURFACE MOTION
 CS0625
 CS0625  HISTORY     - Date     Condition        Report By
 CS0625  HISTORY     - 1933     MONUMENTED       CGS
 CS0625  HISTORY     - 1934     GOOD             NGS
 CS0625
 CS0625                          STATION DESCRIPTION
 CS0625
 CS0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0625'1.5 MI W FROM KERENS.
 CS0625'1.5 MILES WEST OF, ALONG ST. L.S.W.RY. CONCRETE POST, MILEPOST 608
 CS0625'PLUS 20 1/2 POLES, 45 FEET NORTHWEST OF LANE CROSSING, 30 FEET EAST OF
 CS0625'CATTLE GUARD, 18 FEET NORTH OF RAILROAD CENTER-LINE.  TABLET ON TOP OF
 CS0625'CONCRETE POST.
 CS0625
 CS0625                          STATION RECOVERY (1934)
 CS0625
 CS0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5637 ***********************************************************************
 AW5637  DESIGNATION -  U 1510
 AW5637  PID         -  AW5637
 AW5637  STATE/COUNTY-  TX/HARRIS
 AW5637  USGS QUAD   -  HUMBLE (1995)
 AW5637
 AW5637                         *CURRENT SURVEY CONTROL
 AW5637  ___________________________________________________________________
 AW5637* NAD 83(1986)-  29 57 06.     (N)    095 16 17.     (W)     SCALED    
 AW5637* NAVD 88     -        20.273  (meters)      66.51   (feet)  ADJUSTED  
 AW5637  ___________________________________________________________________
 AW5637  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW5637  DYNAMIC HT  -          20.245 (meters)      66.42  (feet)  COMP
 AW5637  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 AW5637
 AW5637  VERT ORDER  -  FIRST     CLASS II
 AW5637
 AW5637.The horizontal coordinates were scaled from a topographic map and have
 AW5637.an estimated accuracy of +/- 6 seconds.
 AW5637
 AW5637.The orthometric height was determined by differential leveling
 AW5637.and adjusted by the National Geodetic Survey in June 1991..
 AW5637
 AW5637.The geoid height was determined by GEOID03.
 AW5637
 AW5637.The dynamic height is computed by dividing the NAVD 88
 AW5637.geopotential number by the normal gravity value computed on the
 AW5637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5637.degrees latitude (g = 980.6199 gals.).
 AW5637
 AW5637.The modeled gravity was interpolated from observed gravity values.
 AW5637
 AW5637;                    North         East    Units  Estimated Accuracy
 AW5637;SPC TXSC     - 4,240,510.      959,850.      MT  (+/- 180 meters Scaled)
 AW5637
 AW5637                          SUPERSEDED SURVEY CONTROL
 AW5637
 AW5637  NGVD 29 (12/23/87)   20.271  (m)           66.51   (f) ADJUSTED    1 2
 AW5637
 AW5637.Superseded values are not recommended for survey control.
 AW5637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5637.See file dsdata.txt to determine how the superseded data were derived.
 AW5637
 AW5637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP807156(NAD 83)
 AW5637_MARKER: I = METAL ROD
 AW5637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5637_SP_SET: STAINLESS STEEL ROD
 AW5637_STAMPING: U 1510 1987
 AW5637_MARK LOGO: NGS   
 AW5637_PROJECTION: FLUSH
 AW5637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5637_ROD/PIPE-DEPTH: 7.0  meters
 AW5637
 AW5637  HISTORY     - Date     Condition        Report By
 AW5637  HISTORY     - 1987     MONUMENTED       NGS
 AW5637  HISTORY     - 19941009 MARK NOT FOUND   NGS
 AW5637  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 AW5637
 AW5637                          STATION DESCRIPTION
 AW5637
 AW5637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5637'5.8 KM (3.6 MI) SOUTH FROM HUMBLE.
 AW5637'0.6 KM (0.35 MI) EAST ALONG BARRETT STREET FROM THE POST OFFICE IN
 AW5637'HUMBLE, THENCE 5.2 KM (3.25 MI) SOUTH ALONG OLD HUMBLE ROAD, 22.9 M
 AW5637'(75.1 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 10.6 M (34.8 FT)
 AW5637'SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF GREENS
 AW5637'ROAD, 5.7 M (18.7 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST
 AW5637'BOUND LANES OF GREENS ROAD, AND 1.5 M (4.9 FT) EAST OF THE SOUTH
 AW5637'CORNER OF A PLANTER WITH A SIGN (AUDUBON PARK).  NOTE--ACCESS TO DATUM
 AW5637'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5637'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5637
 AW5637                          STATION RECOVERY (1994)
 AW5637
 AW5637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW5637'SEARCHED FOR, NOT RECOVERED.
 AW5637
 AW5637                          STATION RECOVERY (2004)
 AW5637
 AW5637'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW5637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5620 ***********************************************************************
 AW5620  DESIGNATION -  U 1511
 AW5620  PID         -  AW5620
 AW5620  STATE/COUNTY-  TX/HARRIS
 AW5620  USGS QUAD   -  ALDINE (1995)
 AW5620
 AW5620                         *CURRENT SURVEY CONTROL
 AW5620  ___________________________________________________________________
 AW5620* NAD 83(1986)-  29 57 15.     (N)    095 29 53.     (W)     SCALED    
 AW5620* NAVD 88     -        34.133  (meters)     111.98   (feet)  ADJUSTED  
 AW5620  ___________________________________________________________________
 AW5620  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW5620  DYNAMIC HT  -          34.087 (meters)     111.83  (feet)  COMP
 AW5620  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 AW5620
 AW5620  VERT ORDER  -  FIRST     CLASS II
 AW5620
 AW5620.The horizontal coordinates were scaled from a topographic map and have
 AW5620.an estimated accuracy of +/- 6 seconds.
 AW5620
 AW5620.The orthometric height was determined by differential leveling
 AW5620.and adjusted by the National Geodetic Survey in June 1991..
 AW5620
 AW5620.The geoid height was determined by GEOID03.
 AW5620
 AW5620.The dynamic height is computed by dividing the NAVD 88
 AW5620.geopotential number by the normal gravity value computed on the
 AW5620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5620.degrees latitude (g = 980.6199 gals.).
 AW5620
 AW5620.The modeled gravity was interpolated from observed gravity values.
 AW5620
 AW5620;                    North         East    Units  Estimated Accuracy
 AW5620;SPC TXSC     - 4,240,110.      937,970.      MT  (+/- 180 meters Scaled)
 AW5620
 AW5620                          SUPERSEDED SURVEY CONTROL
 AW5620
 AW5620  NGVD 29 (12/23/87)   34.128  (m)          111.97   (f) ADJUSTED    1 2
 AW5620
 AW5620.Superseded values are not recommended for survey control.
 AW5620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5620.See file dsdata.txt to determine how the superseded data were derived.
 AW5620
 AW5620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP589163(NAD 83)
 AW5620_MARKER: I = METAL ROD
 AW5620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5620_SP_SET: STAINLESS STEEL ROD
 AW5620_STAMPING: U 1511 1987
 AW5620_MARK LOGO: NGS   
 AW5620_PROJECTION: FLUSH
 AW5620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5620+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5620_ROD/PIPE-DEPTH: 7.3  meters
 AW5620
 AW5620  HISTORY     - Date     Condition        Report By
 AW5620  HISTORY     - 1987     MONUMENTED       NGS
 AW5620  HISTORY     - 20040712 GOOD             USPSQD
 AW5620  HISTORY     - 20051012 GOOD             USPSQD
 AW5620
 AW5620                          STATION DESCRIPTION
 AW5620
 AW5620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5620'3.9 KM (2.4 MI) NORTH FROM NORTH HOUSTON.
 AW5620'0.4 KM (0.25 MI) SOUTHEAST ALONG STATE HIGHWAY 149 FROM ITS JUNCTION
 AW5620'WITH FAIRBANKS-NORTH HOUSTON ROAD IN NORTH HOUSTON, THENCE 3.5 KM
 AW5620'(2.15 MI) NORTHERLY ALONG BAMMEL-NORTH HOUSTON ROAD, AT A POWERLINE
 AW5620'CROSSING, 15.1 M (49.5 FT) EAST OF THE CENTERLINE OF THE ROAD, 4.7 M
 AW5620'(15.4 FT) SOUTH OF THE CENTER OF A GATE, AND 0.7 M (2.3 FT) NORTHWEST
 AW5620'OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5620'5-INCH LOGO CAP.
 AW5620'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST AND FENCE
 AW5620'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5620
 AW5620                          STATION RECOVERY (2004)
 AW5620
 AW5620'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5620'RECOVERED IN GOOD CONDITION.
 AW5620
 AW5620                          STATION RECOVERY (2005)
 AW5620
 AW5620'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5620'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5693 ***********************************************************************
 AW5693  DESIGNATION -  U 1512
 AW5693  PID         -  AW5693
 AW5693  STATE/COUNTY-  TX/HARRIS
 AW5693  USGS QUAD   -  PASADENA (1995)
 AW5693
 AW5693                         *CURRENT SURVEY CONTROL
 AW5693  ___________________________________________________________________
 AW5693* NAD 83(1986)-  29 37 40.     (N)    095 14 26.     (W)     SCALED    
 AW5693* NAVD 88     -        11.516  (meters)      37.78   (feet)  ADJUSTED  
 AW5693  ___________________________________________________________________
 AW5693  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW5693  DYNAMIC HT  -          11.501 (meters)      37.73  (feet)  COMP
 AW5693  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 AW5693
 AW5693  VERT ORDER  -  FIRST     CLASS II
 AW5693
 AW5693.The horizontal coordinates were scaled from a topographic map and have
 AW5693.an estimated accuracy of +/- 6 seconds.
 AW5693
 AW5693.The orthometric height was determined by differential leveling
 AW5693.and adjusted by the National Geodetic Survey in June 1991..
 AW5693
 AW5693.The geoid height was determined by GEOID03.
 AW5693
 AW5693.The dynamic height is computed by dividing the NAVD 88
 AW5693.geopotential number by the normal gravity value computed on the
 AW5693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5693.degrees latitude (g = 980.6199 gals.).
 AW5693
 AW5693.The modeled gravity was interpolated from observed gravity values.
 AW5693
 AW5693;                    North         East    Units  Estimated Accuracy
 AW5693;SPC TXSC     - 4,204,720.      963,970.      MT  (+/- 180 meters Scaled)
 AW5693
 AW5693                          SUPERSEDED SURVEY CONTROL
 AW5693
 AW5693  NGVD 29 (12/23/87)   11.513  (m)           37.77   (f) ADJUSTED    1 2
 AW5693
 AW5693.Superseded values are not recommended for survey control.
 AW5693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5693.See file dsdata.txt to determine how the superseded data were derived.
 AW5693
 AW5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN830796(NAD 83)
 AW5693_MARKER: I = METAL ROD
 AW5693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5693_SP_SET: STAINLESS STEEL ROD
 AW5693_STAMPING: U 1512 1987
 AW5693_MARK LOGO: NGS   
 AW5693_PROJECTION: FLUSH
 AW5693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5693+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 AW5693_ROD/PIPE-DEPTH: 7.3  meters
 AW5693
 AW5693  HISTORY     - Date     Condition        Report By
 AW5693  HISTORY     - 1987     MONUMENTED       NGS
 AW5693  HISTORY     - 1987     GOOD             USPSQD
 AW5693  HISTORY     - 1989     GOOD             USPSQD
 AW5693  HISTORY     - 19980328 GOOD             USPSQD
 AW5693  HISTORY     - 20030206 GOOD             USPSQD
 AW5693  HISTORY     - 20040213 GOOD             USPSQD
 AW5693  HISTORY     - 20060715 GOOD             GEOCAC
 AW5693
 AW5693                          STATION DESCRIPTION
 AW5693
 AW5693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5693'IN HOUSTON.
 AW5693'IN HOUSTON, AT THE JUNCTION OF ALMEDA GENOA ROAD AND TOUSINAU STREET,
 AW5693'14.3 METERS (46.9 FT) WEST OF THE CENTERLINE OF THE STREET, 13.1
 AW5693'METERS (43.0 FT) EAST OF THE CENTER OF A ENTRANCE DRIVEWAY LEADING
 AW5693'NORTH TO A 84 LUMBER BUILDING, 12.4 METERS (40.7 FT) NORTH OF THE
 AW5693'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 2.5 METERS (8.2 FT)
 AW5693'WEST-SOUTHWEST OF THE SOUTH LEG OF A SIGN (84), 0.5 METER (1.6 FT)
 AW5693'NORTH-NORTHEAST OF A CHAIN LINK FENCE CORNER POST.  NOTE--ACCESS TO
 AW5693'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5693'THE MARK IS 0.3 METERS  E FROM  WITNESS POST AND FENCE
 AW5693'THE MARK IS 0.7 M ABOVE ROAD.
 AW5693
 AW5693                          STATION RECOVERY (1987)
 AW5693
 AW5693'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW5693'RECOVERED IN GOOD CONDITION.
 AW5693
 AW5693                          STATION RECOVERY (1989)
 AW5693
 AW5693'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW5693'RECOVERED IN GOOD CONDITION.
 AW5693
 AW5693                          STATION RECOVERY (1998)
 AW5693
 AW5693'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5693'RECOVERED IN GOOD CONDITION.
 AW5693
 AW5693                          STATION RECOVERY (2003)
 AW5693
 AW5693'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5693'RECOVERED IN GOOD CONDITION.
 AW5693
 AW5693                          STATION RECOVERY (2004)
 AW5693
 AW5693'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5693'RECOVERED IN GOOD CONDITION.
 AW5693
 AW5693                          STATION RECOVERY (2006)
 AW5693
 AW5693'RECOVERY NOTE BY GEOCACHING 2006 (GGM)
 AW5693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2029 ***********************************************************************
 BL2029  DESIGNATION -  U 1515
 BL2029  PID         -  BL2029
 BL2029  STATE/COUNTY-  TX/LIBERTY
 BL2029  USGS QUAD   -  DAISETTA (1984)
 BL2029
 BL2029                         *CURRENT SURVEY CONTROL
 BL2029  ___________________________________________________________________
 BL2029* NAD 83(1986)-  30 02 23.     (N)    094 39 16.     (W)     SCALED    
 BL2029* NAVD 88     -        18.301  (meters)      60.04   (feet)  ADJUSTED  
 BL2029  ___________________________________________________________________
 BL2029  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL2029  DYNAMIC HT  -          18.277 (meters)      59.96  (feet)  COMP
 BL2029  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 BL2029
 BL2029  VERT ORDER  -  FIRST     CLASS II
 BL2029
 BL2029.The horizontal coordinates were scaled from a topographic map and have
 BL2029.an estimated accuracy of +/- 6 seconds.
 BL2029
 BL2029.The orthometric height was determined by differential leveling
 BL2029.and adjusted by the National Geodetic Survey in June 1991..
 BL2029
 BL2029.The geoid height was determined by GEOID03.
 BL2029
 BL2029.The dynamic height is computed by dividing the NAVD 88
 BL2029.geopotential number by the normal gravity value computed on the
 BL2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2029.degrees latitude (g = 980.6199 gals.).
 BL2029
 BL2029.The modeled gravity was interpolated from observed gravity values.
 BL2029
 BL2029;                    North         East    Units  Estimated Accuracy
 BL2029;SPC TX C     - 3,055,330.    1,247,490.      MT  (+/- 180 meters Scaled)
 BL2029
 BL2029                          SUPERSEDED SURVEY CONTROL
 BL2029
 BL2029  NGVD 29 (12/23/87)   18.306  (m)           60.06   (f) ADJUSTED    1 2
 BL2029
 BL2029.Superseded values are not recommended for survey control.
 BL2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2029.See file dsdata.txt to determine how the superseded data were derived.
 BL2029
 BL2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP404243(NAD 83)
 BL2029_MARKER: I = METAL ROD
 BL2029_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2029_SP_SET: STAINLESS STEEL ROD
 BL2029_STAMPING: U 1515 1987
 BL2029_MARK LOGO: NGS   
 BL2029_PROJECTION: PROJECTING 2 CENTIMETERS
 BL2029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2029+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL2029_ROD/PIPE-DEPTH: 8.5  meters
 BL2029
 BL2029  HISTORY     - Date     Condition        Report By
 BL2029  HISTORY     - 1987     MONUMENTED       NGS
 BL2029  HISTORY     - 19960413 GOOD             USPSQD
 BL2029  HISTORY     - 20041004 GOOD             USPSQD
 BL2029
 BL2029                          STATION DESCRIPTION
 BL2029
 BL2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2029'1.9 KM (1.2 MI) EAST FROM RAYWOOD.
 BL2029'1.9 KM (1.2 MI) EAST ALONG US HIGHWAY 90 FROM THE POST OFFICE IN
 BL2029'RAYWOOD, AT THE T JUNCTION OF A GRAVEL ROAD LEADING NORTH AND ACROSS
 BL2029'THE RAILROAD TRACKS, AT A POWER LINE CROSSING, 21.5 METERS (70.5 FEET)
 BL2029'NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.6 METERS (31.6 FEET) WEST OF
 BL2029'THE CENTER OF THE GRAVEL ROAD, 26.8 METERS (88.0 FEET) SOUTH OF THE
 BL2029'SOUTH RAIL, 3.0 METERS (9.7 FEET) WEST OF A LARGE POWER LINE POLE (
 BL2029'LINES RUNNING NORTH AND SOUTH) WITH NORTH AND SOUTH GUYS, 2.3 METERS
 BL2029'(7.7 FEET) NORTH OF THE WEST LEG OF A METAL SIGN, (CHEVRON RAYWOOD
 BL2029'STATION).  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 BL2029'CAP.
 BL2029'THE MARK IS 0.5 METERS  S FROM  WITNESS POST
 BL2029'THE MARK IS 0.3 M BELOW HIGHWAY.
 BL2029
 BL2029                          STATION RECOVERY (1996)
 BL2029
 BL2029'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2029'RECOVERED IN GOOD CONDITION.
 BL2029
 BL2029                          STATION RECOVERY (2004)
 BL2029
 BL2029'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6266 ***********************************************************************
 AC6266  DESIGNATION -  U 1516
 AC6266  PID         -  AC6266
 AC6266  STATE/COUNTY-  TX/GALVESTON
 AC6266  USGS QUAD   -  VIRGINIA POINT (1994)
 AC6266
 AC6266                         *CURRENT SURVEY CONTROL
 AC6266  ___________________________________________________________________
 AC6266* NAD 83(1986)-  29 17 50.     (N)    094 53 07.     (W)     SCALED    
 AC6266* NAVD 88     -         4.968  (meters)      16.30   (feet)  ADJUSTED  
 AC6266  ___________________________________________________________________
 AC6266  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AC6266  DYNAMIC HT  -           4.961 (meters)      16.28  (feet)  COMP
 AC6266  MODELED GRAV-     979,261.5   (mgal)                       NAVD 88
 AC6266
 AC6266  VERT ORDER  -  FIRST     CLASS II
 AC6266
 AC6266.The horizontal coordinates were scaled from a topographic map and have
 AC6266.an estimated accuracy of +/- 6 seconds.
 AC6266
 AC6266.The orthometric height was determined by differential leveling
 AC6266.and adjusted by the National Geodetic Survey in March 1997..
 AC6266
 AC6266.The geoid height was determined by GEOID03.
 AC6266
 AC6266.The dynamic height is computed by dividing the NAVD 88
 AC6266.geopotential number by the normal gravity value computed on the
 AC6266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6266.degrees latitude (g = 980.6199 gals.).
 AC6266
 AC6266.The modeled gravity was interpolated from observed gravity values.
 AC6266
 AC6266;                    North         East    Units  Estimated Accuracy
 AC6266;SPC TXSC     - 4,169,270.      999,650.      MT  (+/- 180 meters Scaled)
 AC6266
 AC6266                          SUPERSEDED SURVEY CONTROL
 AC6266
 AC6266.No superseded survey control is available for this station.
 AC6266
 AC6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN168423(NAD 83)
 AC6266_MARKER: DV = VERTICAL CONTROL DISK
 AC6266_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC6266_SP_SET: FOOTING
 AC6266_STAMPING: U 1516 1996
 AC6266_MARK LOGO: NGS   
 AC6266_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6266+STABILITY: POSITION/ELEVATION WELL
 AC6266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6266+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6266
 AC6266  HISTORY     - Date     Condition        Report By
 AC6266  HISTORY     - 1996     MONUMENTED       NGS
 AC6266
 AC6266                          STATION DESCRIPTION
 AC6266
 AC6266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6266'0.1 KM (0.05 MI) NORTHERLY ALONG HARBORSIDE DRIVE FROM THE JUNCTION OF
 AC6266'INTERSTATE HIGHWAY 45 IN GALVESTON, THENCE 2.5 KM (1.55 MI)
 AC6266'NORTHWESTERLY ALONG THE OLD CAUSEWAY AND THE BURLINGTON NORTHERN
 AC6266'RAILROAD, SET VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE FOOTING
 AC6266'FOR THE EAST TOWER LEG FOR A BRIDGE LIFT, 9.3 M (30.5 FT) SOUTHEAST OF
 AC6266'THE NORTHWEST EDGE OF THE SOUTHEAST BRIDGE ABUTMENT, 5.3 M (17.4 FT)
 AC6266'SOUTHWEST OF THE CENTER OF A SEAWALL, 4.3 M (14.1 FT) NORTHEAST OF THE
 AC6266'NEAR RAIL, 0.7 M (2.3 FT) NORTHWEST OF A LADDER, 0.6 M (2.0 FT) ABOVE
 AC6266'THE GROUND SURFACE, AND 0.4 M (1.3 FT) NORTHWEST OF THE EAST CORNER OF
 AC6266'THE FOOTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0779 ***********************************************************************
 CE0779  DESIGNATION -  U 1517
 CE0779  PID         -  CE0779
 CE0779  STATE/COUNTY-  TX/EL PASO
 CE0779  USGS QUAD   -  EL PASO (1997)
 CE0779
 CE0779                         *CURRENT SURVEY CONTROL
 CE0779  ___________________________________________________________________
 CE0779* NAD 83(1986)-  31 47 19.     (N)    106 26 14.     (W)     SCALED    
 CE0779* NAVD 88     -      1163.381  (meters)    3816.86   (feet)  ADJUSTED  
 CE0779  ___________________________________________________________________
 CE0779  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0779  DYNAMIC HT  -        1161.611 (meters)    3811.05  (feet)  COMP
 CE0779  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 CE0779
 CE0779  VERT ORDER  -  FIRST     CLASS I
 CE0779
 CE0779.The horizontal coordinates were scaled from a topographic map and have
 CE0779.an estimated accuracy of +/- 6 seconds.
 CE0779
 CE0779.The orthometric height was determined by differential leveling
 CE0779.and adjusted by the National Geodetic Survey in November 1996..
 CE0779
 CE0779.The geoid height was determined by GEOID03.
 CE0779
 CE0779.The dynamic height is computed by dividing the NAVD 88
 CE0779.geopotential number by the normal gravity value computed on the
 CE0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0779.degrees latitude (g = 980.6199 gals.).
 CE0779
 CE0779.The modeled gravity was interpolated from observed gravity values.
 CE0779
 CE0779;                    North         East    Units  Estimated Accuracy
 CE0779;SPC TX C     - 3,251,090.      122,210.      MT  (+/- 180 meters Scaled)
 CE0779
 CE0779                          SUPERSEDED SURVEY CONTROL
 CE0779
 CE0779.No superseded survey control is available for this station.
 CE0779
 CE0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR639179(NAD 83)
 CE0779_MARKER: I = METAL ROD
 CE0779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0779_SP_SET: STAINLESS STEEL ROD
 CE0779_STAMPING: U 1517 1993
 CE0779_MARK LOGO: NGS   
 CE0779_PROJECTION: RECESSED 2 CENTIMETERS
 CE0779_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0779+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0779_ROD/PIPE-DEPTH: 10.8 meters
 CE0779
 CE0779  HISTORY     - Date     Condition        Report By
 CE0779  HISTORY     - 1993     MONUMENTED       NGS
 CE0779
 CE0779                          STATION DESCRIPTION
 CE0779
 CE0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0779'IN EL PASO, AT THE INTERSECTION OF TROWBRIDGE DRIVE AND RADFORD
 CE0779'STREET, 20.2 M (66.3 FT) EAST OF THE STREET CENTERLINE, 9.3 M
 CE0779'(30.5 FT) EAST OF THE WEST CURB OF A MEDIAN, 5.1 M (16.7 FT) NORTH OF
 CE0779'THE CENTERLINE OF THE EASTBOUND LANES OF THE DRIVE, 1.3 M (4.3 FT)
 CE0779'SOUTH OF THE NORTH CURB OF THE MEDIAN, 1.2 M (3.9 FT) NORTH OF THE
 CE0779'SOUTH CURB OF THE MEDIAN, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 CE0779'DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8486 ***********************************************************************
 AC8486  DESIGNATION -  U 1518
 AC8486  PID         -  AC8486
 AC8486  STATE/COUNTY-  TX/NUECES
 AC8486  USGS QUAD   -  OSO CREEK NE (1975)
 AC8486
 AC8486                         *CURRENT SURVEY CONTROL
 AC8486  ___________________________________________________________________
 AC8486* NAD 83(1986)-  27 40 32.     (N)    097 17 56.     (W)     SCALED    
 AC8486* NAVD 88     -        12.694  (meters)      41.65   (feet)  ADJUSTED  
 AC8486  ___________________________________________________________________
 AC8486  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AC8486  DYNAMIC HT  -          12.675 (meters)      41.58  (feet)  COMP
 AC8486  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 AC8486
 AC8486  VERT ORDER  -  FIRST     CLASS II
 AC8486
 AC8486.The horizontal coordinates were scaled from a topographic map and have
 AC8486.an estimated accuracy of +/- 6 seconds.
 AC8486
 AC8486.The orthometric height was determined by differential leveling
 AC8486.and adjusted by the National Geodetic Survey in December 1997..
 AC8486
 AC8486.The geoid height was determined by GEOID03.
 AC8486
 AC8486.The dynamic height is computed by dividing the NAVD 88
 AC8486.geopotential number by the normal gravity value computed on the
 AC8486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8486.degrees latitude (g = 980.6199 gals.).
 AC8486
 AC8486.The modeled gravity was interpolated from observed gravity values.
 AC8486
 AC8486;                    North         East    Units  Estimated Accuracy
 AC8486;SPC TX S     - 5,223,140.      418,490.      MT  (+/- 180 meters Scaled)
 AC8486
 AC8486                          SUPERSEDED SURVEY CONTROL
 AC8486
 AC8486.No superseded survey control is available for this station.
 AC8486
 AC8486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR677624(NAD 83)
 AC8486_MARKER: DD = SURVEY DISK
 AC8486_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8486_SP_SET: OVERPASS ABUTMENT
 AC8486_STAMPING: U 1518
 AC8486_MARK LOGO: TXHD  
 AC8486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8486+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8486
 AC8486  HISTORY     - Date     Condition        Report By
 AC8486  HISTORY     - UNK      MONUMENTED       TXHD
 AC8486  HISTORY     - 19970209 GOOD             NGS
 AC8486
 AC8486                          STATION DESCRIPTION
 AC8486
 AC8486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8486'14.7 KM (9.15 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 FROM THE
 AC8486'JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, IN TOP OF AND 0.8 M
 AC8486'(2.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 AC8486'ABUTMENT OF THE HIGHWAY 0VERPASS OF FLOUR BLUFF DRIVE, 200.0 M (656.2
 AC8486'FT) NORTHWEST OF THE DRIVE CENTER, AND 9.8 M (32.2 FT) SOUTHWEST OF
 AC8486'AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8420 ***********************************************************************
 AC8420  DESIGNATION -  U 1519
 AC8420  PID         -  AC8420
 AC8420  STATE/COUNTY-  TX/SAN PATRICIO
 AC8420  USGS QUAD   -  PORTLAND (1975)
 AC8420
 AC8420                         *CURRENT SURVEY CONTROL
 AC8420  ___________________________________________________________________
 AC8420* NAD 83(1986)-  27 51 17.     (N)    097 21 31.     (W)     SCALED    
 AC8420* NAVD 88     -         3.261  (meters)      10.70   (feet)  ADJUSTED  
 AC8420  ___________________________________________________________________
 AC8420  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AC8420  DYNAMIC HT  -           3.256 (meters)      10.68  (feet)  COMP
 AC8420  MODELED GRAV-     979,132.6   (mgal)                       NAVD 88
 AC8420
 AC8420  VERT ORDER  -  FIRST     CLASS II
 AC8420
 AC8420.The horizontal coordinates were scaled from a topographic map and have
 AC8420.an estimated accuracy of +/- 6 seconds.
 AC8420
 AC8420.The orthometric height was determined by differential leveling
 AC8420.and adjusted by the National Geodetic Survey in December 1997..
 AC8420
 AC8420.The geoid height was determined by GEOID03.
 AC8420
 AC8420.The dynamic height is computed by dividing the NAVD 88
 AC8420.geopotential number by the normal gravity value computed on the
 AC8420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8420.degrees latitude (g = 980.6199 gals.).
 AC8420
 AC8420.The modeled gravity was interpolated from observed gravity values.
 AC8420
 AC8420;                    North         East    Units  Estimated Accuracy
 AC8420;SPC TX S     - 5,242,940.      412,420.      MT  (+/- 180 meters Scaled)
 AC8420
 AC8420                          SUPERSEDED SURVEY CONTROL
 AC8420
 AC8420.No superseded survey control is available for this station.
 AC8420
 AC8420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR616821(NAD 83)
 AC8420_MARKER: DV = VERTICAL CONTROL DISK
 AC8420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8420_SP_SET: ABUTMENT
 AC8420_STAMPING: U 1519
 AC8420_MARK LOGO: TXHD  
 AC8420_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8420+STABILITY: POSITION/ELEVATION WELL
 AC8420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8420+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1997
 AC8420
 AC8420  HISTORY     - Date     Condition        Report By
 AC8420  HISTORY     - UNK      MONUMENTED       TXHD
 AC8420  HISTORY     - 19970201 GOOD             NGS
 AC8420
 AC8420                          STATION DESCRIPTION
 AC8420
 AC8420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8420'7.3 KM (4.55 MI) SOUTHWESTERLY ALONG GREGORY STREET AND U.S.  HIGHWAY
 AC8420'181 FROM THE POST OFFICE IN GREGORY, IN TOP OF AND 0.8 M (2.6 FT)
 AC8420'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 AC8420'THE HIGHWAY SPANNING NUECES BAY, 9.0 M (29.5 FT) NORTHWEST OF AND
 AC8420'LEVEL WITH THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 AC8420'SOUTHEAST OF THE SOUTHEAST EDGE OF THE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0119 ***********************************************************************
 CS0119  DESIGNATION -  U 152
 CS0119  PID         -  CS0119
 CS0119  STATE/COUNTY-  TX/KAUFMAN
 CS0119  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0119
 CS0119                         *CURRENT SURVEY CONTROL
 CS0119  ___________________________________________________________________
 CS0119* NAD 83(1986)-  32 41 22.     (N)    096 16 36.     (W)     SCALED    
 CS0119* NAVD 88     -       132.818  (meters)     435.75   (feet)  ADJUSTED  
 CS0119  ___________________________________________________________________
 CS0119  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 CS0119  DYNAMIC HT  -         132.671 (meters)     435.27  (feet)  COMP
 CS0119  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 CS0119
 CS0119  VERT ORDER  -  SECOND    CLASS 0
 CS0119
 CS0119.The horizontal coordinates were scaled from a topographic map and have
 CS0119.an estimated accuracy of +/- 6 seconds.
 CS0119
 CS0119.The orthometric height was determined by differential leveling
 CS0119.and adjusted by the National Geodetic Survey in June 1991..
 CS0119
 CS0119.The geoid height was determined by GEOID03.
 CS0119
 CS0119.The dynamic height is computed by dividing the NAVD 88
 CS0119.geopotential number by the normal gravity value computed on the
 CS0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0119.degrees latitude (g = 980.6199 gals.).
 CS0119
 CS0119.The modeled gravity was interpolated from observed gravity values.
 CS0119
 CS0119;                    North         East    Units  Estimated Accuracy
 CS0119;SPC TXNC     - 2,115,620.      808,470.      MT  (+/- 180 meters Scaled)
 CS0119
 CS0119                          SUPERSEDED SURVEY CONTROL
 CS0119
 CS0119  NGVD 29 (??/??/92)  132.829  (m)          435.79   (f) ADJ UNCH    2 0
 CS0119
 CS0119.Superseded values are not recommended for survey control.
 CS0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0119.See file dsdata.txt to determine how the superseded data were derived.
 CS0119
 CS0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB553201(NAD 83)
 CS0119_MARKER: DB = BENCH MARK DISK
 CS0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0119_STAMPING: U 152 1933 435.665
 CS0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0119+STABILITY: SURFACE MOTION
 CS0119
 CS0119  HISTORY     - Date     Condition        Report By
 CS0119  HISTORY     - 1933     MONUMENTED       CGS
 CS0119  HISTORY     - 1948     GOOD             NGS
 CS0119
 CS0119                          STATION DESCRIPTION
 CS0119
 CS0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0119'3.2 MI S FROM TERRELL.
 CS0119'3.2 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE UNION
 CS0119'STATION AT TERRELL, 17 POLES (ALONG EAST SIDE OF THE TRACK) SOUTH OF A
 CS0119'DIRT ROAD CROSSING, 161.0 FEET NORTH OF THE CENTER OF A PRIVATE ROAD
 CS0119'CROSSING, 39.2 FEET EAST OF THE EAST RAIL OF THE TRACK, 7.1 FEET SOUTH
 CS0119'OF THE 9TH POLE SOUTH OF MILEPOST 38, 1.0 FOOT SOUTHEAST OF A
 CS0119'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CS0119'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6873 ***********************************************************************
 AE6873  DESIGNATION -  U 1520
 AE6873  PID         -  AE6873
 AE6873  STATE/COUNTY-  TX/GARZA
 AE6873  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 AE6873
 AE6873                         *CURRENT SURVEY CONTROL
 AE6873  ___________________________________________________________________
 AE6873* NAD 83(1986)-  32 59 20.     (N)    101 03 26.     (W)     SCALED    
 AE6873* NAVD 88     -       722.827  (meters)    2371.47   (feet)  ADJUSTED  
 AE6873  ___________________________________________________________________
 AE6873  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AE6873  DYNAMIC HT  -         721.909 (meters)    2368.46  (feet)  COMP
 AE6873  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 AE6873
 AE6873  VERT ORDER  -  FIRST     CLASS II
 AE6873
 AE6873.The horizontal coordinates were scaled from a topographic map and have
 AE6873.an estimated accuracy of +/- 6 seconds.
 AE6873
 AE6873.The orthometric height was determined by differential leveling
 AE6873.and adjusted by the National Geodetic Survey in July 2002..
 AE6873
 AE6873.The geoid height was determined by GEOID03.
 AE6873
 AE6873.The dynamic height is computed by dividing the NAVD 88
 AE6873.geopotential number by the normal gravity value computed on the
 AE6873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6873.degrees latitude (g = 980.6199 gals.).
 AE6873
 AE6873.The modeled gravity was interpolated from observed gravity values.
 AE6873
 AE6873;                    North         East    Units  Estimated Accuracy
 AE6873;SPC TXNC     - 2,149,530.      361,040.      MT  (+/- 180 meters Scaled)
 AE6873
 AE6873                          SUPERSEDED SURVEY CONTROL
 AE6873
 AE6873.No superseded survey control is available for this station.
 AE6873
 AE6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB077519(NAD 83)
 AE6873_MARKER: I = METAL ROD
 AE6873_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6873_STAMPING: U 1520 1997
 AE6873_MARK LOGO: NGS   
 AE6873_PROJECTION: FLUSH
 AE6873_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6873+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6873_ROD/PIPE-DEPTH: 3.1  meters
 AE6873_SLEEVE-DEPTH  : 0.9 meters
 AE6873
 AE6873  HISTORY     - Date     Condition        Report By
 AE6873  HISTORY     - 1997     MONUMENTED       NGS
 AE6873
 AE6873                          STATION DESCRIPTION
 AE6873
 AE6873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6873'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6873'OF STATE HIGHWAY 208 IN SNYDER, THENCE 5.0 KM (3.10 MI) EASTERLY ALONG
 AE6873'A GRAVELED ROAD, 11.8 M (38.7 FT) SOUTHEAST OF THE ROAD CENTER, 7.6 M
 AE6873'(24.9 FT) NORTH OF THE CENTER OF A TRACK ROAD AND A GATE, 0.3 M (1.0
 AE6873'FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 AE6873'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE6873'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE6873'CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY JOHN WARD, P.O.  BOX
 AE6873'77, SNYDER, TX 79550, TELEPHONE NUMBER (915) 573-7937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ9024 ***********************************************************************
 AJ9024  DESIGNATION -  U 1520
 AJ9024  PID         -  AJ9024
 AJ9024  STATE/COUNTY-  TX/DEAF SMITH
 AJ9024  USGS QUAD   -  HEREFORD (1970)
 AJ9024
 AJ9024                         *CURRENT SURVEY CONTROL
 AJ9024  ___________________________________________________________________
 AJ9024* NAD 83(1986)-  34 48 32.     (N)    102 27 31.     (W)     SCALED    
 AJ9024* NAVD 88     -      1180.684  (meters)    3873.63   (feet)  ADJUSTED  
 AJ9024  ___________________________________________________________________
 AJ9024  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AJ9024  DYNAMIC HT  -        1179.194 (meters)    3868.74  (feet)  COMP
 AJ9024  MODELED GRAV-     979,332.4   (mgal)                       NAVD 88
 AJ9024
 AJ9024  VERT ORDER  -  FIRST     CLASS II
 AJ9024
 AJ9024.The horizontal coordinates were scaled from a topographic map and have
 AJ9024.an estimated accuracy of +/- 6 seconds.
 AJ9024
 AJ9024.The orthometric height was determined by differential leveling
 AJ9024.and adjusted by the National Geodetic Survey in May 2002..
 AJ9024.No vertical observational check was made to the station.
 AJ9024
 AJ9024.The geoid height was determined by GEOID03.
 AJ9024
 AJ9024.The dynamic height is computed by dividing the NAVD 88
 AJ9024.geopotential number by the normal gravity value computed on the
 AJ9024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9024.degrees latitude (g = 980.6199 gals.).
 AJ9024
 AJ9024.The modeled gravity was interpolated from observed gravity values.
 AJ9024
 AJ9024;                    North         East    Units  Estimated Accuracy
 AJ9024;SPC TX N     - 1,090,160.      112,290.      MT  (+/- 180 meters Scaled)
 AJ9024
 AJ9024                          SUPERSEDED SURVEY CONTROL
 AJ9024
 AJ9024.No superseded survey control is available for this station.
 AJ9024
 AJ9024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU324547(NAD 83)
 AJ9024_MARKER: F = FLANGE-ENCASED ROD
 AJ9024_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ9024_STAMPING: U 1520 2002
 AJ9024_MARK LOGO: NGS   
 AJ9024_PROJECTION: RECESSED 0 CENTIMETERS
 AJ9024_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ9024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9024+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 AJ9024_ROD/PIPE-DEPTH: 8.3  meters
 AJ9024_SLEEVE-DEPTH  : 0.9 meters
 AJ9024
 AJ9024  HISTORY     - Date     Condition        Report By
 AJ9024  HISTORY     - 20020320 MONUMENTED       NGS
 AJ9024
 AJ9024                          STATION DESCRIPTION
 AJ9024
 AJ9024'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ9024'0.8 KM SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION OF
 AJ9024'U.S. HIGHWAY 385 IN
 AJ9024'HEREFORD,  THENCE 4.2 KM WESTERLY ALONG FARM ROAD 2856,  AT THE
 AJ9024'JUNCTION OF COUNTY
 AJ9024'ROAD 1 LEADING SOUTH, COUNTY ROAD 6 LEADING WEST, AND FARM ROAD 2856
 AJ9024'LEADING NORTH
 AJ9024'17.8 M EAST OF THE CENTERLINE OF FARM ROAD 2856, 9.1 M NORTH OF A WELL
 AJ9024'CAP, 0.8 M SOUTH OF A
 AJ9024'UTILITY POLE WITH 3 TRANSFORMERS AND A GUY CABLE,  AND 0.4 M WEST OF A
 AJ9024'WITNESS POST.
 AJ9024'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AJ9024'SLEEVE DEPTH DOES
 AJ9024'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON THE
 AJ9024'ROAD RIGHT-OF-WAY.
 AJ9024'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0512 ***********************************************************************
 DM0512  DESIGNATION -  U 153
 DM0512  PID         -  DM0512
 DM0512  STATE/COUNTY-  TX/HUNT
 DM0512  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM0512
 DM0512                         *CURRENT SURVEY CONTROL
 DM0512  ___________________________________________________________________
 DM0512* NAD 83(1986)-  33 14 15.     (N)    095 56 21.     (W)     SCALED    
 DM0512* NAVD 88     -       160.023  (meters)     525.01   (feet)  ADJUSTED  
 DM0512  ___________________________________________________________________
 DM0512  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DM0512  DYNAMIC HT  -         159.850 (meters)     524.44  (feet)  COMP
 DM0512  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 DM0512
 DM0512  VERT ORDER  -  SECOND    CLASS 0
 DM0512
 DM0512.The horizontal coordinates were scaled from a topographic map and have
 DM0512.an estimated accuracy of +/- 6 seconds.
 DM0512
 DM0512.The orthometric height was determined by differential leveling
 DM0512.and adjusted by the National Geodetic Survey in June 1991..
 DM0512
 DM0512.The geoid height was determined by GEOID03.
 DM0512
 DM0512.The dynamic height is computed by dividing the NAVD 88
 DM0512.geopotential number by the normal gravity value computed on the
 DM0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0512.degrees latitude (g = 980.6199 gals.).
 DM0512
 DM0512.The modeled gravity was interpolated from observed gravity values.
 DM0512
 DM0512;                    North         East    Units  Estimated Accuracy
 DM0512;SPC TXNC     - 2,177,100.      838,620.      MT  (+/- 180 meters Scaled)
 DM0512
 DM0512                          SUPERSEDED SURVEY CONTROL
 DM0512
 DM0512  NGVD 29 (??/??/92)  160.009  (m)          524.96   (f) ADJ UNCH    2 0
 DM0512
 DM0512.Superseded values are not recommended for survey control.
 DM0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0512.See file dsdata.txt to determine how the superseded data were derived.
 DM0512
 DM0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS261814(NAD 83)
 DM0512_MARKER: DB = BENCH MARK DISK
 DM0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0512_STAMPING: U 153 1933
 DM0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0512+STABILITY: SURFACE MOTION
 DM0512
 DM0512  HISTORY     - Date     Condition        Report By
 DM0512  HISTORY     - 1933     MONUMENTED       CGS
 DM0512  HISTORY     - 1964     POOR             USGS
 DM0512  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DM0512
 DM0512                          STATION DESCRIPTION
 DM0512
 DM0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0512'2.9 MI SW FROM COMMERCE.
 DM0512'2.9 MILES SOUTHWEST OF, ALONG ST. L.S.W. RY.  CONCRETE POST, 1.9 MILES
 DM0512'NORTHEAST OF GRANBY SIDING, MILE 539 PLUS 27 POLES, 45 FEET SOUTHEAST
 DM0512'OF LANE CROSSING, 250 FEET NORTHWEST OF FARMHOUSE, NEAR NORTHEAST END
 DM0512'OF SHALLOW FILL, 4 FEET SOUTHWEST OF TELEGRAPH POLE NO. 162. TABLET ON
 DM0512'TOP OF CONCRETE POST.  NOTE-- CONCRETE POST HAS BEEN HIT AND IS
 DM0512'SETTING AT AN ANGLE.
 DM0512
 DM0512                          STATION RECOVERY (1964)
 DM0512
 DM0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0512'MARK RECOVERED IN POOR CONDITION.
 DM0512
 DM0512                          STATION RECOVERY (1994)
 DM0512
 DM0512'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0574 ***********************************************************************
 DM0574  DESIGNATION -  U 154
 DM0574  PID         -  DM0574
 DM0574  STATE/COUNTY-  TX/LAMAR
 DM0574  USGS QUAD   -  PARIS (1984)
 DM0574
 DM0574                         *CURRENT SURVEY CONTROL
 DM0574  ___________________________________________________________________
 DM0574* NAD 83(1986)-  33 44 44.     (N)    095 32 48.     (W)     SCALED    
 DM0574* NAVD 88     -       144.548  (meters)     474.24   (feet)  ADJUSTED  
 DM0574  ___________________________________________________________________
 DM0574  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DM0574  DYNAMIC HT  -         144.396 (meters)     473.74  (feet)  COMP
 DM0574  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DM0574
 DM0574  VERT ORDER  -  SECOND    CLASS 0
 DM0574
 DM0574.The horizontal coordinates were scaled from a topographic map and have
 DM0574.an estimated accuracy of +/- 6 seconds.
 DM0574
 DM0574.The orthometric height was determined by differential leveling
 DM0574.and adjusted by the National Geodetic Survey in June 1991..
 DM0574
 DM0574.The geoid height was determined by GEOID03.
 DM0574
 DM0574.The dynamic height is computed by dividing the NAVD 88
 DM0574.geopotential number by the normal gravity value computed on the
 DM0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0574.degrees latitude (g = 980.6199 gals.).
 DM0574
 DM0574.The modeled gravity was interpolated from observed gravity values.
 DM0574
 DM0574;                    North         East    Units  Estimated Accuracy
 DM0574;SPC TXNC     - 2,234,380.      873,600.      MT  (+/- 180 meters Scaled)
 DM0574
 DM0574                          SUPERSEDED SURVEY CONTROL
 DM0574
 DM0574  NGVD 29 (??/??/92)  144.519  (m)          474.14   (f) ADJ UNCH    2 0
 DM0574
 DM0574.Superseded values are not recommended for survey control.
 DM0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0574.See file dsdata.txt to determine how the superseded data were derived.
 DM0574
 DM0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT640368(NAD 83)
 DM0574_MARKER: DB = BENCH MARK DISK
 DM0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0574_STAMPING: U 154 1933
 DM0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0574+STABILITY: SURFACE MOTION
 DM0574
 DM0574  HISTORY     - Date     Condition        Report By
 DM0574  HISTORY     - 1933     MONUMENTED       CGS
 DM0574  HISTORY     - 1944     GOOD             NGS
 DM0574  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0574
 DM0574                          STATION DESCRIPTION
 DM0574
 DM0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0574'7.9 MI N FROM PARIS.
 DM0574'7.9 MILES NORTH OF, ALONG ST. LOUIS-SAN FRANCISCO RAILWAY.  8
 DM0574'TELEPHONE POSTS NORTH OF CROOKED CREEK HIGHWAY BRIDGE ON U.S. 271
 DM0574'(TEXAS STATE HIGHWAY NO. 24).  ONE TELEGRAPH POST SOUTH OF MILEPOST
 DM0574'578.  3 FEET WEST OF FENCE INSIDE R.R. RIGHT-OF-WAY.  47 FEET EAST OF
 DM0574'TRACK C.L.  33 FEET WEST OF HIGHWAY C.L.  TABLET IN TOP OF CONCRETE
 DM0574'POST.  NOTE-- MARK IS ON OLD HIGHWAY.
 DM0574
 DM0574                          STATION RECOVERY (1944)
 DM0574
 DM0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DM0574'RECOVERED IN GOOD CONDITION.
 DM0574
 DM0574                          STATION RECOVERY (1995)
 DM0574
 DM0574'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0456 ***********************************************************************
 DM0456  DESIGNATION -  U 155
 DM0456  PID         -  DM0456
 DM0456  STATE/COUNTY-  TX/FRANKLIN
 DM0456  USGS QUAD   -  BOGATA (1964)
 DM0456
 DM0456                         *CURRENT SURVEY CONTROL
 DM0456  ___________________________________________________________________
 DM0456* NAD 83(1986)-  33 23 09.     (N)    095 07 59.     (W)     SCALED    
 DM0456* NAVD 88     -        96.538  (meters)     316.73   (feet)  ADJUSTED  
 DM0456  ___________________________________________________________________
 DM0456  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM0456  DYNAMIC HT  -          96.435 (meters)     316.39  (feet)  COMP
 DM0456  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DM0456
 DM0456  VERT ORDER  -  SECOND    CLASS 0
 DM0456
 DM0456.The horizontal coordinates were scaled from a topographic map and have
 DM0456.an estimated accuracy of +/- 6 seconds.
 DM0456
 DM0456.The orthometric height was determined by differential leveling
 DM0456.and adjusted by the National Geodetic Survey in June 1991..
 DM0456
 DM0456.The geoid height was determined by GEOID03.
 DM0456
 DM0456.The dynamic height is computed by dividing the NAVD 88
 DM0456.geopotential number by the normal gravity value computed on the
 DM0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0456.degrees latitude (g = 980.6199 gals.).
 DM0456
 DM0456.The modeled gravity was interpolated from observed gravity values.
 DM0456
 DM0456;                    North         East    Units  Estimated Accuracy
 DM0456;SPC TXNC     - 2,195,660.      913,190.      MT  (+/- 180 meters Scaled)
 DM0456
 DM0456                          SUPERSEDED SURVEY CONTROL
 DM0456
 DM0456  NGVD 29 (??/??/92)   96.543  (m)          316.74   (f) ADJ UNCH    2 0
 DM0456
 DM0456.Superseded values are not recommended for survey control.
 DM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0456.See file dsdata.txt to determine how the superseded data were derived.
 DM0456
 DM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS015960(NAD 83)
 DM0456_MARKER: DB = BENCH MARK DISK
 DM0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0456_SP_SET: WINGWALL
 DM0456_STAMPING: U 155 1933
 DM0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0456
 DM0456  HISTORY     - Date     Condition        Report By
 DM0456  HISTORY     - 1933     MONUMENTED       CGS
 DM0456  HISTORY     - 1935     GOOD             NGS
 DM0456
 DM0456                          STATION DESCRIPTION
 DM0456
 DM0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0456'2.3 MI NE FROM TALCO.
 DM0456'2.3 MILES NORTHWEST OF, ALONG P. AND M.P.RY.  SULPHUR RIVER, ON
 DM0456'SOUTHEAST BANK OF RIVER, 24 FEET NORTHEAST OF RAILROAD CENTER-LINE, ON
 DM0456'TOP OF NORTHEAST END OF CONCRETE WINGWALL TO RAILROAD TRESTLE. TABLET
 DM0456'CEMENTED IN CONCRETE.
 DM0456
 DM0456                          STATION RECOVERY (1935)
 DM0456
 DM0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0286 ***********************************************************************
 DM0286  DESIGNATION -  U 156
 DM0286  PID         -  DM0286
 DM0286  STATE/COUNTY-  TX/TITUS
 DM0286  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0286
 DM0286                         *CURRENT SURVEY CONTROL
 DM0286  ___________________________________________________________________
 DM0286* NAD 83(1986)-  33 10 14.     (N)    094 54 49.     (W)     SCALED    
 DM0286* NAVD 88     -       105.632  (meters)     346.56   (feet)  ADJUSTED  
 DM0286  ___________________________________________________________________
 DM0286  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DM0286  DYNAMIC HT  -         105.516 (meters)     346.18  (feet)  COMP
 DM0286  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 DM0286
 DM0286  VERT ORDER  -  SECOND    CLASS 0
 DM0286
 DM0286.The horizontal coordinates were scaled from a topographic map and have
 DM0286.an estimated accuracy of +/- 6 seconds.
 DM0286
 DM0286.The orthometric height was determined by differential leveling
 DM0286.and adjusted by the National Geodetic Survey in June 1991..
 DM0286
 DM0286.The geoid height was determined by GEOID03.
 DM0286
 DM0286.The dynamic height is computed by dividing the NAVD 88
 DM0286.geopotential number by the normal gravity value computed on the
 DM0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0286.degrees latitude (g = 980.6199 gals.).
 DM0286
 DM0286.The modeled gravity was interpolated from observed gravity values.
 DM0286
 DM0286;                    North         East    Units  Estimated Accuracy
 DM0286;SPC TXNC     - 2,172,480.      934,410.      MT  (+/- 180 meters Scaled)
 DM0286
 DM0286                          SUPERSEDED SURVEY CONTROL
 DM0286
 DM0286  NGVD 29 (??/??/92)  105.640  (m)          346.59   (f) ADJ UNCH    2 0
 DM0286
 DM0286.Superseded values are not recommended for survey control.
 DM0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0286.See file dsdata.txt to determine how the superseded data were derived.
 DM0286
 DM0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS215718(NAD 83)
 DM0286_MARKER: DB = BENCH MARK DISK
 DM0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0286_STAMPING: U 156 1933
 DM0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0286+STABILITY: SURFACE MOTION
 DM0286
 DM0286  HISTORY     - Date     Condition        Report By
 DM0286  HISTORY     - 1933     MONUMENTED       CGS
 DM0286  HISTORY     - 1935     GOOD             NGS
 DM0286
 DM0286                          STATION DESCRIPTION
 DM0286
 DM0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0286'3.5 MI E FROM MT PLEASANT.
 DM0286'3.5 MILES EAST OF, ALONG ST.L.S.W.RY.  CONCRETE PSOT, MILEPOST 476
 DM0286'PLUS 2 POLE INTERVALS, 36 FEET WEST OF RAILROAD TRESTLE NO. 150, 90
 DM0286'FEET NORTHEAST OF LANE CROSSING, 15 FEET SOUTH OF RIM OF CREEK BANK,
 DM0286'35 FEET NORTH OF RAILROAD CENTER-LINE.  TABLET ON TOP OF CONCRETE
 DM0286'POST.
 DM0286
 DM0286                          STATION RECOVERY (1935)
 DM0286
 DM0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0186 ***********************************************************************
 DM0186  DESIGNATION -  U 157
 DM0186  PID         -  DM0186
 DM0186  STATE/COUNTY-  TX/BOWIE
 DM0186  USGS QUAD   -  MAUD (1975)
 DM0186
 DM0186                         *CURRENT SURVEY CONTROL
 DM0186  ___________________________________________________________________
 DM0186* NAD 83(1986)-  33 21 02.     (N)    094 16 59.     (W)     SCALED    
 DM0186* NAVD 88     -        77.124  (meters)     253.03   (feet)  ADJUSTED  
 DM0186  ___________________________________________________________________
 DM0186  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0186  DYNAMIC HT  -          77.041 (meters)     252.76  (feet)  COMP
 DM0186  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 DM0186
 DM0186  VERT ORDER  -  SECOND    CLASS 0
 DM0186
 DM0186.The horizontal coordinates were scaled from a topographic map and have
 DM0186.an estimated accuracy of +/- 6 seconds.
 DM0186
 DM0186.The orthometric height was determined by differential leveling
 DM0186.and adjusted by the National Geodetic Survey in June 1991..
 DM0186
 DM0186.The geoid height was determined by GEOID03.
 DM0186
 DM0186.The dynamic height is computed by dividing the NAVD 88
 DM0186.geopotential number by the normal gravity value computed on the
 DM0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0186.degrees latitude (g = 980.6199 gals.).
 DM0186
 DM0186.The modeled gravity was interpolated from observed gravity values.
 DM0186
 DM0186;                    North         East    Units  Estimated Accuracy
 DM0186;SPC TXNC     - 2,194,600.      992,370.      MT  (+/- 180 meters Scaled)
 DM0186
 DM0186                          SUPERSEDED SURVEY CONTROL
 DM0186
 DM0186  NGVD 29 (??/??/92)   77.140  (m)          253.08   (f) ADJ UNCH    2 0
 DM0186
 DM0186.Superseded values are not recommended for survey control.
 DM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0186.See file dsdata.txt to determine how the superseded data were derived.
 DM0186
 DM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS806908(NAD 83)
 DM0186_MARKER: DB = BENCH MARK DISK
 DM0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0186_SP_SET: CULVERT
 DM0186_STAMPING: U 157 1933
 DM0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0186
 DM0186  HISTORY     - Date     Condition        Report By
 DM0186  HISTORY     - 1933     MONUMENTED       CGS
 DM0186  HISTORY     - 1934     GOOD             NGS
 DM0186  HISTORY     - 1935     GOOD             NGS
 DM0186  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0186
 DM0186                          STATION DESCRIPTION
 DM0186
 DM0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0186'3.8 MI E FROM MAUD.
 DM0186'BETWEEN 16TH AND 17TH TELEGRAPH POST WEST OF MILEPOST 433.  ABOUT 280
 DM0186'FEET WEST OF PRIVATE DIRT ROAD CROSSING TRACK.  21 YARDS NORTH OF
 DM0186'HIGHWAY US 67 CENTER LINE.  SOUTH END OF RR CULVERT, 13 FEET NORTH OF
 DM0186'TRACK C.L.  TABLET CEMENTED IN TOP OF CONCRETE HEADWALL, 6 INCHES FROM
 DM0186'WEST EDGE.
 DM0186
 DM0186                          STATION RECOVERY (1935)
 DM0186
 DM0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0186'RECOVERED IN GOOD CONDITION.
 DM0186
 DM0186                          STATION RECOVERY (1997)
 DM0186
 DM0186'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0074 ***********************************************************************
 CR0074  DESIGNATION -  U 159
 CR0074  PID         -  CR0074
 CR0074  STATE/COUNTY-  TX/HARRISON
 CR0074  USGS QUAD   -  MARSHALL WEST (1978)
 CR0074
 CR0074                         *CURRENT SURVEY CONTROL
 CR0074  ___________________________________________________________________
 CR0074* NAD 83(1986)-  32 30 58.     (N)    094 29 23.     (W)     SCALED    
 CR0074* NAVD 88     -       113.783  (meters)     373.30   (feet)  ADJUSTED  
 CR0074  ___________________________________________________________________
 CR0074  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR0074  DYNAMIC HT  -         113.654 (meters)     372.88  (feet)  COMP
 CR0074  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 CR0074
 CR0074  VERT ORDER  -  SECOND    CLASS 0
 CR0074
 CR0074.The horizontal coordinates were scaled from a topographic map and have
 CR0074.an estimated accuracy of +/- 6 seconds.
 CR0074
 CR0074.The orthometric height was determined by differential leveling
 CR0074.and adjusted by the National Geodetic Survey in June 1991..
 CR0074
 CR0074.The geoid height was determined by GEOID03.
 CR0074
 CR0074.The dynamic height is computed by dividing the NAVD 88
 CR0074.geopotential number by the normal gravity value computed on the
 CR0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0074.degrees latitude (g = 980.6199 gals.).
 CR0074
 CR0074.The modeled gravity was interpolated from observed gravity values.
 CR0074
 CR0074;                    North         East    Units  Estimated Accuracy
 CR0074;SPC TXNC     - 2,101,390.      976,680.      MT  (+/- 180 meters Scaled)
 CR0074
 CR0074                          SUPERSEDED SURVEY CONTROL
 CR0074
 CR0074  NGVD 29 (??/??/92)  113.820  (m)          373.42   (f) ADJ UNCH    2 0
 CR0074
 CR0074.Superseded values are not recommended for survey control.
 CR0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0074.See file dsdata.txt to determine how the superseded data were derived.
 CR0074
 CR0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR600986(NAD 83)
 CR0074_MARKER: DB = BENCH MARK DISK
 CR0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0074_STAMPING: U 159 1934
 CR0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0074+STABILITY: SURFACE MOTION
 CR0074
 CR0074  HISTORY     - Date     Condition        Report By
 CR0074  HISTORY     - 1934     MONUMENTED       CGS
 CR0074  HISTORY     - 1935     GOOD             NGS
 CR0074
 CR0074                          STATION DESCRIPTION
 CR0074
 CR0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0074'8.5 MI W FROM MARSHALL.
 CR0074'8.5 MILES WEST OF, ALONG TEXAS AND PACIFIC RR. BETWEEN 7TH AND 8TH
 CR0074'TELEGRAPH POST WEST OF MILEPOST 75.  0.3 MILES EAST OF KEOKUK SIDING.
 CR0074'IN NORTHEAST CORNER OF CROSSING, 13 YARDS EAST OF DIRT ROAD C.L.  4
 CR0074'FEET SOUTHEAST OF FENCE CORNER, INSIDE OF RY. RIGHT OF WAY. 46 FEET
 CR0074'NORTH OF TRACK C.L.  TABLET SET IN TOP OF CONCRETE POST.
 CR0074
 CR0074                          STATION RECOVERY (1935)
 CR0074
 CR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0368 ***********************************************************************
 CC0368  DESIGNATION -  U 16
 CC0368  PID         -  CC0368
 CC0368  STATE/COUNTY-  TX/REEVES
 CC0368  USGS QUAD   -  GOZAR (1970)
 CC0368
 CC0368                         *CURRENT SURVEY CONTROL
 CC0368  ___________________________________________________________________
 CC0368* NAD 83(1986)-  31 12 56.     (N)    103 55 33.     (W)     SCALED    
 CC0368* NAVD 88     -       998.672  (meters)    3276.48   (feet)  ADJUSTED  
 CC0368  ___________________________________________________________________
 CC0368  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CC0368  DYNAMIC HT  -         997.190 (meters)    3271.61  (feet)  COMP
 CC0368  MODELED GRAV-     979,122.6   (mgal)                       NAVD 88
 CC0368
 CC0368  VERT ORDER  -  FIRST     CLASS II
 CC0368
 CC0368.The horizontal coordinates were scaled from a topographic map and have
 CC0368.an estimated accuracy of +/- 6 seconds.
 CC0368
 CC0368.The orthometric height was determined by differential leveling
 CC0368.and adjusted by the National Geodetic Survey in June 1991..
 CC0368
 CC0368.The geoid height was determined by GEOID03.
 CC0368
 CC0368.The dynamic height is computed by dividing the NAVD 88
 CC0368.geopotential number by the normal gravity value computed on the
 CC0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0368.degrees latitude (g = 980.6199 gals.).
 CC0368
 CC0368.The modeled gravity was interpolated from observed gravity values.
 CC0368
 CC0368;                    North         East    Units  Estimated Accuracy
 CC0368;SPC TX C     - 3,177,230.      357,770.      MT  (+/- 180 meters Scaled)
 CC0368
 CC0368                          SUPERSEDED SURVEY CONTROL
 CC0368
 CC0368  NGVD 29 (??/??/92)  998.296  (m)         3275.24   (f) ADJ UNCH    1 2
 CC0368
 CC0368.Superseded values are not recommended for survey control.
 CC0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0368.See file dsdata.txt to determine how the superseded data were derived.
 CC0368
 CC0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ023539(NAD 83)
 CC0368_MARKER: Z = SEE DESCRIPTION
 CC0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0368+STABILITY: SURFACE MOTION
 CC0368
 CC0368  HISTORY     - Date     Condition        Report By
 CC0368  HISTORY     - UNK      MONUMENTED       CGS
 CC0368  HISTORY     - 1956     GOOD             NGS
 CC0368
 CC0368                          STATION DESCRIPTION
 CC0368
 CC0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0368'IN GOZAR.
 CC0368'AT GOZAR, 41.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK
 CC0368'OF THE TEXAS AND PACIFIC RAILROAD, 54.6 FEET WEST OF THE STATION SIGN,
 CC0368'6.3 FEET SOUTHWEST OF THE SOUTH CORNER OF THE SECTION FOREMANS HOUSE,
 CC0368'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 CC0368'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0180 ***********************************************************************
 CR0180  DESIGNATION -  U 160
 CR0180  PID         -  CR0180
 CR0180  STATE/COUNTY-  TX/RUSK
 CR0180  USGS QUAD   -  KILGORE SW (1971)
 CR0180
 CR0180                         *CURRENT SURVEY CONTROL
 CR0180  ___________________________________________________________________
 CR0180* NAD 83(1986)-  32 17 34.     (N)    094 57 56.     (W)     SCALED    
 CR0180* NAVD 88     -       140.160  (meters)     459.84   (feet)  ADJUSTED  
 CR0180  ___________________________________________________________________
 CR0180  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0180  DYNAMIC HT  -         139.997 (meters)     459.31  (feet)  COMP
 CR0180  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 CR0180
 CR0180  VERT ORDER  -  SECOND    CLASS 0
 CR0180
 CR0180.The horizontal coordinates were scaled from a topographic map and have
 CR0180.an estimated accuracy of +/- 6 seconds.
 CR0180
 CR0180.The orthometric height was determined by differential leveling
 CR0180.and adjusted by the National Geodetic Survey in June 1991..
 CR0180
 CR0180.The geoid height was determined by GEOID03.
 CR0180
 CR0180.The dynamic height is computed by dividing the NAVD 88
 CR0180.geopotential number by the normal gravity value computed on the
 CR0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0180.degrees latitude (g = 980.6199 gals.).
 CR0180
 CR0180.The modeled gravity was interpolated from observed gravity values.
 CR0180
 CR0180;                    North         East    Units  Estimated Accuracy
 CR0180;SPC TXNC     - 2,075,030.      932,840.      MT  (+/- 180 meters Scaled)
 CR0180
 CR0180                          SUPERSEDED SURVEY CONTROL
 CR0180
 CR0180  NGVD 29 (??/??/92)  140.180  (m)          459.91   (f) ADJ UNCH    2 0
 CR0180
 CR0180.Superseded values are not recommended for survey control.
 CR0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0180.See file dsdata.txt to determine how the superseded data were derived.
 CR0180
 CR0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR149745(NAD 83)
 CR0180_MARKER: DB = BENCH MARK DISK
 CR0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0180_STAMPING: U-160 1934
 CR0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0180+STABILITY: SURFACE MOTION
 CR0180
 CR0180  HISTORY     - Date     Condition        Report By
 CR0180  HISTORY     - 1934     MONUMENTED       CGS
 CR0180  HISTORY     - 1971     MARK NOT FOUND   USGS
 CR0180  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0180
 CR0180                          STATION DESCRIPTION
 CR0180
 CR0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0180'14.9 MI NE FROM TROUP.
 CR0180'14.9 MILES NORTHEAST OF, ALONG I. AND G.N.R.R.  250 FEET NORTH OF
 CR0180'LIGHT SIGNALS MARKED 602 AND 603, 140 FEET WEST OF POLE 60/10, 90 FEET
 CR0180'NORTHWEST OF TRACK, 45 FEET NORTHEAST OF ROAD CROSSING THE TRACKS, AND
 CR0180'3 FEET EAST OF CORNER POST AT INTERSECTION OF RIGHT OF WAY FENCE AND
 CR0180'FENCE RUNNING TO CATTLE GUARD.  TABLET SET IN PRECAST POST STAMPED,
 CR0180'U-160, 1934.  NOTE-- RR. CONSTR. IN AREA.
 CR0180
 CR0180                          STATION RECOVERY (1971)
 CR0180
 CR0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CR0180'MARK NOT FOUND.
 CR0180
 CR0180                          STATION RECOVERY (2004)
 CR0180
 CR0180'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0814 ***********************************************************************
 BY0814  DESIGNATION -  U 161
 BY0814  PID         -  BY0814
 BY0814  STATE/COUNTY-  TX/NACOGDOCHES
 BY0814  USGS QUAD   -  REDLAND (1980)
 BY0814
 BY0814                         *CURRENT SURVEY CONTROL
 BY0814  ___________________________________________________________________
 BY0814* NAD 83(1986)-  31 29 20.     (N)    094 41 38.     (W)     SCALED    
 BY0814* NAVD 88     -        59.10   (+/-2cm)     193.9    (feet)  VERTCON   
 BY0814  ___________________________________________________________________
 BY0814  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY0814
 BY0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0814
 BY0814.The horizontal coordinates were scaled from a topographic map and have
 BY0814.an estimated accuracy of +/- 6 seconds.
 BY0814
 BY0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0814.The vertical order pertains to the NGVD 29 superseded value.
 BY0814
 BY0814.The geoid height was determined by GEOID03.
 BY0814
 BY0814;                    North         East    Units  Estimated Accuracy
 BY0814;SPC TX C     - 3,215,580.    1,235,550.      MT  (+/- 180 meters Scaled)
 BY0814
 BY0814                          SUPERSEDED SURVEY CONTROL
 BY0814
 BY0814  NGVD 29 (??/??/92)   59.182  (m)          194.17   (f) ADJ UNCH    2 0
 BY0814
 BY0814.Superseded values are not recommended for survey control.
 BY0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0814.See file dsdata.txt to determine how the superseded data were derived.
 BY0814
 BY0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ391850(NAD 83)
 BY0814_MARKER: DB = BENCH MARK DISK
 BY0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0814_STAMPING: U 161 1934
 BY0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0814+STABILITY: SURFACE MOTION
 BY0814
 BY0814  HISTORY     - Date     Condition        Report By
 BY0814  HISTORY     - 1934     MONUMENTED       CGS
 BY0814  HISTORY     - 1935     MARK NOT FOUND   NGS
 BY0814
 BY0814                          STATION DESCRIPTION
 BY0814
 BY0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0814'8.7 MI S FROM NACOGDOCHES.
 BY0814'8.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BY0814'NACOGDOCHES, NACOGDOCHES COUNTY, ABOUT 530 FEET SOUTHWEST OF THE
 BY0814'STATION SIGN AT CLIMA, 125 FEET NORTHEAST OF A ROAD CROSSING, 48 FEET
 BY0814'NORTHWEST OF THE MAIN TRACK, 22 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 BY0814'FENCE, AND 1 FOOT SOUTHWEST OF A FENCE LEADING TO CATTLE GUARD 129 E.
 BY0814'A STANDARD DISK, STAMPED U 161 1934 AND SET IN THE TOP OF A CONCRETE
 BY0814'POST.
 BY0814
 BY0814                          STATION RECOVERY (1935)
 BY0814
 BY0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BY0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0519 ***********************************************************************
 CR0519  DESIGNATION -  U 162
 CR0519  PID         -  CR0519
 CR0519  STATE/COUNTY-  TX/HENDERSON
 CR0519  USGS QUAD   -  LEAGUEVILLE (1984)
 CR0519
 CR0519                         *CURRENT SURVEY CONTROL
 CR0519  ___________________________________________________________________
 CR0519* NAD 83(1986)-  32 09 24.     (N)    095 43 02.     (W)     SCALED    
 CR0519* NAVD 88     -       139.200  (meters)     456.69   (feet)  ADJUSTED  
 CR0519  ___________________________________________________________________
 CR0519  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CR0519  DYNAMIC HT  -         139.036 (meters)     456.15  (feet)  COMP
 CR0519  MODELED GRAV-     979,462.2   (mgal)                       NAVD 88
 CR0519
 CR0519  VERT ORDER  -  SECOND    CLASS 0
 CR0519
 CR0519.The horizontal coordinates were scaled from a topographic map and have
 CR0519.an estimated accuracy of +/- 6 seconds.
 CR0519
 CR0519.The orthometric height was determined by differential leveling
 CR0519.and adjusted by the National Geodetic Survey in June 1991..
 CR0519
 CR0519.The geoid height was determined by GEOID03.
 CR0519
 CR0519.The dynamic height is computed by dividing the NAVD 88
 CR0519.geopotential number by the normal gravity value computed on the
 CR0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0519.degrees latitude (g = 980.6199 gals.).
 CR0519
 CR0519.The modeled gravity was interpolated from observed gravity values.
 CR0519
 CR0519;                    North         East    Units  Estimated Accuracy
 CR0519;SPC TXNC     - 2,057,810.      862,470.      MT  (+/- 180 meters Scaled)
 CR0519
 CR0519                          SUPERSEDED SURVEY CONTROL
 CR0519
 CR0519  NGVD 29 (??/??/92)  139.215  (m)          456.74   (f) ADJ UNCH    2 0
 CR0519
 CR0519.Superseded values are not recommended for survey control.
 CR0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0519.See file dsdata.txt to determine how the superseded data were derived.
 CR0519
 CR0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR437610(NAD 83)
 CR0519_MARKER: DB = BENCH MARK DISK
 CR0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0519_STAMPING: U-162 1934
 CR0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0519+STABILITY: SURFACE MOTION
 CR0519
 CR0519  HISTORY     - Date     Condition        Report By
 CR0519  HISTORY     - 1934     MONUMENTED       CGS
 CR0519  HISTORY     - 1942     GOOD             NGS
 CR0519  HISTORY     - 1978     MARK NOT FOUND   USGS
 CR0519
 CR0519                          STATION DESCRIPTION
 CR0519
 CR0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0519'9.6 MI SE FROM ATHENS.
 CR0519'9.6 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  725 FEET SOUTHEAST OF
 CR0519'TRASTLEMARKED 233 G, 140 FEET NORTHWEST OF ROAD CROSSING, 115 FEET
 CR0519'NORTHWEST OF CATTLE GUARD MARKED 233 F, 43 FEET SOUTHWEST OF TRACK, 12
 CR0519'FEET NORTHEAST OF ROAD AND 2 FEET NORTHEAST OF RIGHT OF WAY FENCE.
 CR0519'TABLET SET IN PRECASTED POST STAMPED, U-162, 1934.
 CR0519
 CR0519                          STATION RECOVERY (1942)
 CR0519
 CR0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CR0519'RECOVERED IN GOOD CONDITION.
 CR0519
 CR0519                          STATION RECOVERY (1978)
 CR0519
 CR0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0535 ***********************************************************************
 BL0535  DESIGNATION -  U 163
 BL0535  PID         -  BL0535
 BL0535  STATE/COUNTY-  TX/POLK
 BL0535  USGS QUAD   -  LEGGETT (1984)
 BL0535
 BL0535                         *CURRENT SURVEY CONTROL
 BL0535  ___________________________________________________________________
 BL0535* NAD 83(1986)-  30 51 00.     (N)    094 52 06.     (W)     SCALED    
 BL0535* NAVD 88     -        67.88   (+/-2cm)     222.7    (feet)  VERTCON   
 BL0535  ___________________________________________________________________
 BL0535  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL0535
 BL0535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0535
 BL0535.The horizontal coordinates were scaled from a topographic map and have
 BL0535.an estimated accuracy of +/- 6 seconds.
 BL0535
 BL0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0535.The vertical order pertains to the NGVD 29 superseded value.
 BL0535
 BL0535.The geoid height was determined by GEOID03.
 BL0535
 BL0535;                    North         East    Units  Estimated Accuracy
 BL0535;SPC TX C     - 3,144,020.    1,222,480.      MT  (+/- 180 meters Scaled)
 BL0535
 BL0535                          SUPERSEDED SURVEY CONTROL
 BL0535
 BL0535  NGVD 29 (??/??/92)   67.895  (m)          222.75   (f) ADJ UNCH    2 0
 BL0535
 BL0535.Superseded values are not recommended for survey control.
 BL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0535.See file dsdata.txt to determine how the superseded data were derived.
 BL0535
 BL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ213144(NAD 83)
 BL0535_MARKER: DB = BENCH MARK DISK
 BL0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0535_STAMPING: 222.857 U 163 1934
 BL0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0535+STABILITY: SURFACE MOTION
 BL0535
 BL0535  HISTORY     - Date     Condition        Report By
 BL0535  HISTORY     - 1934     MONUMENTED       CGS
 BL0535  HISTORY     - 1935     GOOD             NGS
 BL0535
 BL0535                          STATION DESCRIPTION
 BL0535
 BL0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0535'2 MI NE FROM LEGGETT.
 BL0535'2.0 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0535'LEGGETT, POLK COUNTY, AT SEVEN OAKS, NEAR THE SOUTHEAST CORNER OF THE
 BL0535'YARD OF THE SEVEN OAKS FARMHOUSE, AT A ROAD CROSSING, 27 FEET SOUTH OF
 BL0535'THE CENTERLINE OF THE ROAD, WEST OF CATTLEGUARD 81 C, AND 21 FEET WEST
 BL0535'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 222.857 U
 BL0535'163 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0565 ***********************************************************************
 BL0565  DESIGNATION -  U 164
 BL0565  PID         -  BL0565
 BL0565  STATE/COUNTY-  TX/POLK
 BL0565  USGS QUAD   -  SODA (1984)
 BL0565
 BL0565                         *CURRENT SURVEY CONTROL
 BL0565  ___________________________________________________________________
 BL0565* NAD 83(1986)-  30 42 12.     (N)    094 49 59.     (W)     SCALED    
 BL0565* NAVD 88     -        86.92   (+/-2cm)     285.2    (feet)  VERTCON   
 BL0565  ___________________________________________________________________
 BL0565  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0565
 BL0565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0565
 BL0565.The horizontal coordinates were scaled from a topographic map and have
 BL0565.an estimated accuracy of +/- 6 seconds.
 BL0565
 BL0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0565.The vertical order pertains to the NGVD 29 superseded value.
 BL0565
 BL0565.The geoid height was determined by GEOID03.
 BL0565
 BL0565;                    North         East    Units  Estimated Accuracy
 BL0565;SPC TX C     - 3,127,940.    1,226,650.      MT  (+/- 180 meters Scaled)
 BL0565
 BL0565                          SUPERSEDED SURVEY CONTROL
 BL0565
 BL0565  NGVD 29 (??/??/92)   86.925  (m)          285.19   (f) ADJ UNCH    2 0
 BL0565
 BL0565.Superseded values are not recommended for survey control.
 BL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0565.See file dsdata.txt to determine how the superseded data were derived.
 BL0565
 BL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP244981(NAD 83)
 BL0565_MARKER: DB = BENCH MARK DISK
 BL0565_SETTING: 0 = UNSPECIFIED SETTING
 BL0565_STAMPING: U 164 1934 285.275
 BL0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0565
 BL0565  HISTORY     - Date     Condition        Report By
 BL0565  HISTORY     - 1934     MONUMENTED       CGS
 BL0565  HISTORY     - 1977     GOOD             USGS
 BL0565  HISTORY     - 1990     GOOD             USPSQD
 BL0565
 BL0565                          STATION DESCRIPTION
 BL0565
 BL0565'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BL0565'6.0 MI E FROM LIVINGSTON.
 BL0565'6.0 MILES EAST ALONG HWY 190 FROM THE JCT OF U.S. HWY 59 IN
 BL0565'LIVINGSTON.  APPROX. 0.3 MI. WEST OF THE OAK GROVE CHURCH OF CHRIST.
 BL0565'APPROX. 300 FEET N.W. OF THE CENTERLINE OF THE HIGHWAY AND A ROAD
 BL0565'LEADING NORTH.  52 FEET SOUTH OF THE ROAD.  AND 10 FEET NORTH OF AND
 BL0565'63 FEET EAST OF A HOUSE.  AT THE SUMMIT OF A SMALL HILL.
 BL0565
 BL0565                          STATION RECOVERY (1990)
 BL0565
 BL0565'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 BL0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0053 ***********************************************************************
 BL0053  DESIGNATION -  U 165
 BL0053  PID         -  BL0053
 BL0053  STATE/COUNTY-  TX/JASPER
 BL0053  USGS QUAD   -  TOWN BLUFF (1984)
 BL0053
 BL0053                         *CURRENT SURVEY CONTROL
 BL0053  ___________________________________________________________________
 BL0053* NAD 83(1986)-  30 48 31.     (N)    094 09 08.     (W)     SCALED    
 BL0053* NAVD 88     -        25.46   (+/-2cm)      83.5    (feet)  VERTCON   
 BL0053  ___________________________________________________________________
 BL0053  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BL0053
 BL0053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0053
 BL0053.The horizontal coordinates were scaled from a topographic map and have
 BL0053.an estimated accuracy of +/- 6 seconds.
 BL0053
 BL0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0053.The vertical order pertains to the NGVD 29 superseded value.
 BL0053
 BL0053.The geoid height was determined by GEOID03.
 BL0053
 BL0053;                    North         East    Units  Estimated Accuracy
 BL0053;SPC TX C     - 3,143,020.    1,291,130.      MT  (+/- 180 meters Scaled)
 BL0053
 BL0053                          SUPERSEDED SURVEY CONTROL
 BL0053
 BL0053  NGVD 29 (??/??/92)   25.461  (m)           83.53   (f) ADJ UNCH    2 0
 BL0053
 BL0053.Superseded values are not recommended for survey control.
 BL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0053.See file dsdata.txt to determine how the superseded data were derived.
 BL0053
 BL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ897089(NAD 83)
 BL0053_MARKER: DB = BENCH MARK DISK
 BL0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0053_STAMPING: 83.553 U 165 1934
 BL0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0053+STABILITY: SURFACE MOTION
 BL0053
 BL0053  HISTORY     - Date     Condition        Report By
 BL0053  HISTORY     - 1934     MONUMENTED       CGS
 BL0053  HISTORY     - 1934     GOOD             NGS
 BL0053  HISTORY     - 1978     MARK NOT FOUND   USGS
 BL0053
 BL0053                          STATION DESCRIPTION
 BL0053
 BL0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0053'13.8 MI W FROM JASPER.
 BL0053'13.8 MILES WEST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM JASPER,
 BL0053'JASPER COUNTY, ABOUT 2 MILES NORTH OF NECHES RIVER, OPPOSITE AN OLD
 BL0053'LOG CABIN, AND 36 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY.  A
 BL0053'STANDARD DISK, STAMPED 83.553 U 165 1934 AND SET IN THE TOP OF A
 BL0053'CONCRETE POST.
 BL0053
 BL0053                          STATION RECOVERY (1978)
 BL0053
 BL0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1326 ***********************************************************************
 BL1326  DESIGNATION -  U 166
 BL1326  PID         -  BL1326
 BL1326  STATE/COUNTY-  TX/LIBERTY
 BL1326  USGS QUAD   -  CLEVELAND (1997)
 BL1326
 BL1326                         *CURRENT SURVEY CONTROL
 BL1326  ___________________________________________________________________
 BL1326* NAD 83(1986)-  30 20 18.     (N)    095 05 16.     (W)     SCALED    
 BL1326* NAVD 88     -        49.60   (+/-2cm)     162.7    (feet)  VERTCON   
 BL1326  ___________________________________________________________________
 BL1326  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1326
 BL1326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1326
 BL1326.The horizontal coordinates were scaled from a topographic map and have
 BL1326.an estimated accuracy of +/- 6 seconds.
 BL1326
 BL1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1326.The vertical order pertains to the NGVD 29 superseded value.
 BL1326
 BL1326.The geoid height was determined by GEOID03.
 BL1326
 BL1326;                    North         East    Units  Estimated Accuracy
 BL1326;SPC TX C     - 3,086,350.    1,204,190.      MT  (+/- 180 meters Scaled)
 BL1326
 BL1326                          SUPERSEDED SURVEY CONTROL
 BL1326
 BL1326  NGVD 29 (??/??/92)   49.609  (m)          162.76   (f) ADJ UNCH    2 0
 BL1326
 BL1326.Superseded values are not recommended for survey control.
 BL1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1326.See file dsdata.txt to determine how the superseded data were derived.
 BL1326
 BL1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP993581(NAD 83)
 BL1326_MARKER: DB = BENCH MARK DISK
 BL1326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1326_SP_SET: BUILDING
 BL1326_STAMPING: U 166 1934 162.897
 BL1326_MARK LOGO: CGS   
 BL1326_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1326+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 BL1326
 BL1326  HISTORY     - Date     Condition        Report By
 BL1326  HISTORY     - 1934     MONUMENTED       CGS
 BL1326  HISTORY     - 1935     GOOD             NGS
 BL1326  HISTORY     - 20001024 GOOD             NGS
 BL1326  HISTORY     - 20040604 GOOD             USPSQD
 BL1326  HISTORY     - 20050708 GOOD             USPSQD
 BL1326
 BL1326                          STATION DESCRIPTION
 BL1326
 BL1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL1326'IN CLEVELAND.
 BL1326'AT CLEVELAND, LIBERTY COUNTY, 0.3 MILE EAST OF THE TEXAS AND NEW
 BL1326'ORLEANS RAILROAD, AND IN THE EAST ENTRANCE OF THE HIGH SCHOOL.  A
 BL1326'STANDARD DISK STAMPED 162.897 U 166 1934.
 BL1326
 BL1326                          STATION RECOVERY (2000)
 BL1326
 BL1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WMC)
 BL1326'RECOVERED AS DESCRIBED.
 BL1326
 BL1326                          STATION RECOVERY (2004)
 BL1326
 BL1326'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1326'RECOVERED IN GOOD CONDITION.
 BL1326
 BL1326                          STATION RECOVERY (2005)
 BL1326
 BL1326'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0472 ***********************************************************************
 BL0472  DESIGNATION -  U 167
 BL0472  PID         -  BL0472
 BL0472  STATE/COUNTY-  TX/LIBERTY
 BL0472  USGS QUAD   -  LIBERTY (1984)
 BL0472
 BL0472                         *CURRENT SURVEY CONTROL
 BL0472  ___________________________________________________________________
 BL0472* NAD 83(1986)-  30 04 44.     (N)    094 46 29.     (W)     SCALED    
 BL0472* NAVD 88     -        13.95   (+/-2cm)      45.8    (feet)  VERTCON   
 BL0472  ___________________________________________________________________
 BL0472  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0472
 BL0472  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0472
 BL0472.The horizontal coordinates were scaled from a topographic map and have
 BL0472.an estimated accuracy of +/- 6 seconds.
 BL0472
 BL0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0472.The vertical order pertains to the NGVD 29 superseded value.
 BL0472
 BL0472.The geoid height was determined by GEOID03.
 BL0472
 BL0472;                    North         East    Units  Estimated Accuracy
 BL0472;SPC TX C     - 3,059,090.    1,235,690.      MT  (+/- 180 meters Scaled)
 BL0472
 BL0472                          SUPERSEDED SURVEY CONTROL
 BL0472
 BL0472  NGVD 29 (??/??/92)   13.955  (m)           45.78   (f) ADJ UNCH    1 2
 BL0472
 BL0472.Superseded values are not recommended for survey control.
 BL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0472.See file dsdata.txt to determine how the superseded data were derived.
 BL0472
 BL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP289288(NAD 83)
 BL0472_MARKER: DB = BENCH MARK DISK
 BL0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0472_STAMPING: U 167 1934 45.915
 BL0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0472+STABILITY: SURFACE MOTION
 BL0472
 BL0472  HISTORY     - Date     Condition        Report By
 BL0472  HISTORY     - 1934     MONUMENTED       CGS
 BL0472  HISTORY     - 1954     GOOD             NGS
 BL0472  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 BL0472
 BL0472                          STATION DESCRIPTION
 BL0472
 BL0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0472'2.1 MI N FROM LIBERTY.
 BL0472'2.1 MILES NORTH ALONG STATE HIGHWAY 146 FROM THE TEXAS AND NEW ORLEANS
 BL0472'RAILROAD STATION AT LIBERTY, 190 FEET EAST OF A LARGE BRICK HOUSE,
 BL0472'49.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35.4 FEET NORTH
 BL0472'OF THE ATASCOSITO MONUMENT, 29 FEET NORTH OF A 24 INCH OAK TREE, 2.2
 BL0472'FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0472'PROJECTS 1.3 FEET ABOVE THE GROUND.
 BL0472
 BL0472                          STATION RECOVERY (1996)
 BL0472
 BL0472'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2595 ***********************************************************************
 AW2595  DESIGNATION -  U 171
 AW2595  PID         -  AW2595
 AW2595  STATE/COUNTY-  TX/GALVESTON
 AW2595  USGS QUAD   -  CAPLEN (1994)
 AW2595
 AW2595                         *CURRENT SURVEY CONTROL
 AW2595  ___________________________________________________________________
 AW2595* NAD 83(1986)-  29 28 40.     (N)    094 35 03.     (W)     SCALED    
 AW2595* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 AW2595  ___________________________________________________________________
 AW2595  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW2595
 AW2595  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2595
 AW2595.The horizontal coordinates were scaled from a topographic map and have
 AW2595.an estimated accuracy of +/- 6 seconds.
 AW2595
 AW2595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2595.The vertical order pertains to the NGVD 29 superseded value.
 AW2595
 AW2595.The geoid height was determined by GEOID03.
 AW2595
 AW2595;                    North         East    Units  Estimated Accuracy
 AW2595;SPC TXSC     - 4,190,330.    1,028,120.      MT  (+/- 180 meters Scaled)
 AW2595
 AW2595                          SUPERSEDED SURVEY CONTROL
 AW2595
 AW2595  NGVD 29 (??/??/92)    2.37   (m)            7.8    (f) COMPUTED    1 2
 AW2595
 AW2595.Superseded values are not recommended for survey control.
 AW2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2595.See file dsdata.txt to determine how the superseded data were derived.
 AW2595
 AW2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN464619(NAD 83)
 AW2595_MARKER: DB = BENCH MARK DISK
 AW2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2595_STAMPING: U-171 1936
 AW2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2595+STABILITY: SURFACE MOTION
 AW2595
 AW2595  HISTORY     - Date     Condition        Report By
 AW2595  HISTORY     - 1936     MONUMENTED       CGS
 AW2595  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2595  HISTORY     - 19990902 MARK NOT FOUND   USPSQD
 AW2595  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW2595  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW2595  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW2595
 AW2595                          STATION DESCRIPTION
 AW2595
 AW2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2595'2.6 MI NE FROM PATTON.
 AW2595'2.6 MILES NORTHEAST OF DEPOT ALONG STATE HIGHWAY 87 BETWEEN PORT
 AW2595'BOLIVAR AND HIGH ISLAND, 1 TELEPHONE POLE SOUTHWEST OF RAILROAD MILE
 AW2595'POST 21 MEASURED ALONG THE RAILROAD, 38 FEET NORTHWEST OF THE CENTER
 AW2595'LINE OF THE HIGHWAY, AND 1 FOOT SOUTHEAST OF FENCE LINE.
 AW2595
 AW2595                          STATION RECOVERY (1953)
 AW2595
 AW2595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2595'MARK NOT FOUND.
 AW2595
 AW2595                          STATION RECOVERY (1999)
 AW2595
 AW2595'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2595'MARK NOT FOUND.
 AW2595
 AW2595                          STATION RECOVERY (2001)
 AW2595
 AW2595'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW2595'MARK NOT FOUND.
 AW2595
 AW2595                          STATION RECOVERY (2002)
 AW2595
 AW2595'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW2595'MARK NOT FOUND.
 AW2595
 AW2595                          STATION RECOVERY (2004)
 AW2595
 AW2595'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0010 ***********************************************************************
 AH0010  DESIGNATION -  U 175 RESET 1961
 AH0010  PID         -  AH0010
 AH0010  STATE/COUNTY-  TX/SAN PATRICIO
 AH0010  USGS QUAD   -  ODEM (1975)
 AH0010
 AH0010                         *CURRENT SURVEY CONTROL
 AH0010  ___________________________________________________________________
 AH0010* NAD 83(1986)-  27 54 42.     (N)    097 37 07.     (W)     SCALED    
 AH0010* NAVD 88     -         5.631  (meters)      18.47   (feet)  ADJUSTED  
 AH0010  ___________________________________________________________________
 AH0010  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AH0010  DYNAMIC HT  -           5.622 (meters)      18.44  (feet)  COMP
 AH0010  MODELED GRAV-     979,128.2   (mgal)                       NAVD 88
 AH0010
 AH0010  VERT ORDER  -  FIRST     CLASS I
 AH0010
 AH0010.The horizontal coordinates were scaled from a topographic map and have
 AH0010.an estimated accuracy of +/- 6 seconds.
 AH0010
 AH0010.The orthometric height was determined by differential leveling
 AH0010.and adjusted by the National Geodetic Survey in June 1991..
 AH0010
 AH0010.The geoid height was determined by GEOID03.
 AH0010
 AH0010.The dynamic height is computed by dividing the NAVD 88
 AH0010.geopotential number by the normal gravity value computed on the
 AH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0010.degrees latitude (g = 980.6199 gals.).
 AH0010
 AH0010.The modeled gravity was interpolated from observed gravity values.
 AH0010
 AH0010;                    North         East    Units  Estimated Accuracy
 AH0010;SPC TX S     - 5,249,040.      386,770.      MT  (+/- 180 meters Scaled)
 AH0010
 AH0010                          SUPERSEDED SURVEY CONTROL
 AH0010
 AH0010  NGVD 29 (??/??/??)    5.79   (m)           19.0    (f) RESET       3  
 AH0010
 AH0010.Superseded values are not recommended for survey control.
 AH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0010.See file dsdata.txt to determine how the superseded data were derived.
 AH0010
 AH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR359881(NAD 83)
 AH0010_MARKER: DB = BENCH MARK DISK
 AH0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0010_SP_SET: ABUTMENT
 AH0010_STAMPING: U 175 RESET 1961
 AH0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0010
 AH0010  HISTORY     - Date     Condition        Report By
 AH0010  HISTORY     - 1961     MONUMENTED       TXHD
 AH0010  HISTORY     - 1978     GOOD             NGS
 AH0010
 AH0010                          STATION DESCRIPTION
 AH0010
 AH0010'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AH0010'3.0 MI N FROM CALALLEN.
 AH0010'LOCATED 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AH0010'STATION AT CALALLEN, 3 1/2 POLES NORTH OF MILEPOST 151, 9.3 FEET WEST
 AH0010'OF THE CENTERLINE OF THE TRACK, 1.13 FEET BELOW THE BASE OF THE RAILS,
 AH0010'AND SET IN THE TOP OF THE WEST END OF A CONCRETE ABUTMENT AT THE NORTH
 AH0010'END OF TRESTLE 151.0.
 AH0010
 AH0010                          STATION RECOVERY (1978)
 AH0010
 AH0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0038 ***********************************************************************
 AH0038  DESIGNATION -  U 176
 AH0038  PID         -  AH0038
 AH0038  STATE/COUNTY-  TX/NUECES
 AH0038  USGS QUAD   -  ROBSTOWN (1975)
 AH0038
 AH0038                         *CURRENT SURVEY CONTROL
 AH0038  ___________________________________________________________________
 AH0038* NAD 83(1986)-  27 49 00.     (N)    097 38 17.     (W)     SCALED    
 AH0038* NAVD 88     -        21.997  (meters)      72.17   (feet)  ADJUSTED  
 AH0038  ___________________________________________________________________
 AH0038  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH0038  DYNAMIC HT  -          21.964 (meters)      72.06  (feet)  COMP
 AH0038  MODELED GRAV-     979,121.4   (mgal)                       NAVD 88
 AH0038
 AH0038  VERT ORDER  -  FIRST     CLASS II
 AH0038
 AH0038.The horizontal coordinates were scaled from a topographic map and have
 AH0038.an estimated accuracy of +/- 6 seconds.
 AH0038
 AH0038.The orthometric height was determined by differential leveling
 AH0038.and adjusted by the National Geodetic Survey in June 1991..
 AH0038
 AH0038.The geoid height was determined by GEOID03.
 AH0038
 AH0038.The dynamic height is computed by dividing the NAVD 88
 AH0038.geopotential number by the normal gravity value computed on the
 AH0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0038.degrees latitude (g = 980.6199 gals.).
 AH0038
 AH0038.The modeled gravity was interpolated from observed gravity values.
 AH0038
 AH0038;                    North         East    Units  Estimated Accuracy
 AH0038;SPC TX S     - 5,238,500.      384,930.      MT  (+/- 180 meters Scaled)
 AH0038
 AH0038                          SUPERSEDED SURVEY CONTROL
 AH0038
 AH0038  NGVD 29 (??/??/92)   22.134  (m)           72.62   (f) ADJ UNCH    1 2
 AH0038
 AH0038.Superseded values are not recommended for survey control.
 AH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0038.See file dsdata.txt to determine how the superseded data were derived.
 AH0038
 AH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR341776(NAD 83)
 AH0038_MARKER: DB = BENCH MARK DISK
 AH0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0038_STAMPING: U 176 1950
 AH0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0038+STABILITY: SURFACE MOTION
 AH0038
 AH0038  HISTORY     - Date     Condition        Report By
 AH0038  HISTORY     - 1950     MONUMENTED       CGS
 AH0038  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0038  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0038
 AH0038                          STATION DESCRIPTION
 AH0038
 AH0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0038'2.6 MI NE FROM ROBSTOWN.
 AH0038'2.6 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0038'RAILROAD FROM THE STATION AT ROBSTOWN, 92 FEET SOUTHEAST OF AND ACROSS
 AH0038'THE TRACK FROM MILEPOST 144, 45 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AH0038'1.8 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET
 AH0038'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AH0038'GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0038
 AH0038                          STATION RECOVERY (1978)
 AH0038
 AH0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0038'NOT RECOVERED THIS DATE.
 AH0038
 AH0038                          STATION RECOVERY (2001)
 AH0038
 AH0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0038'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0388 ***********************************************************************
 AB0388  DESIGNATION -  U 177
 AB0388  PID         -  AB0388
 AB0388  STATE/COUNTY-  TX/WILLACY
 AB0388  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0388
 AB0388                         *CURRENT SURVEY CONTROL
 AB0388  ___________________________________________________________________
 AB0388* NAD 83(1986)-  26 27 05.     (N)    097 47 14.     (W)     SCALED    
 AB0388* NAVD 88     -        10.077  (meters)      33.06   (feet)  ADJUSTED  
 AB0388  ___________________________________________________________________
 AB0388  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AB0388  DYNAMIC HT  -          10.061 (meters)      33.01  (feet)  COMP
 AB0388  MODELED GRAV-     979,044.8   (mgal)                       NAVD 88
 AB0388
 AB0388  VERT ORDER  -  FIRST     CLASS II
 AB0388
 AB0388.The horizontal coordinates were scaled from a topographic map and have
 AB0388.an estimated accuracy of +/- 6 seconds.
 AB0388
 AB0388.The orthometric height was determined by differential leveling
 AB0388.and adjusted by the National Geodetic Survey in June 1991..
 AB0388
 AB0388.The geoid height was determined by GEOID03.
 AB0388
 AB0388.The dynamic height is computed by dividing the NAVD 88
 AB0388.geopotential number by the normal gravity value computed on the
 AB0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0388.degrees latitude (g = 980.6199 gals.).
 AB0388
 AB0388.The modeled gravity was interpolated from observed gravity values.
 AB0388
 AB0388;                    North         East    Units  Estimated Accuracy
 AB0388;SPC TX S     - 5,087,140.      371,080.      MT  (+/- 180 meters Scaled)
 AB0388
 AB0388                          SUPERSEDED SURVEY CONTROL
 AB0388
 AB0388  NGVD 29 (??/??/92)   10.162  (m)           33.34   (f) ADJ UNCH    1 2
 AB0388
 AB0388.Superseded values are not recommended for survey control.
 AB0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0388.See file dsdata.txt to determine how the superseded data were derived.
 AB0388
 AB0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ209262(NAD 83)
 AB0388_MARKER: DB = BENCH MARK DISK
 AB0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0388_STAMPING: U 177 1951
 AB0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0388+STABILITY: SURFACE MOTION
 AB0388
 AB0388  HISTORY     - Date     Condition        Report By
 AB0388  HISTORY     - 1951     MONUMENTED       CGS
 AB0388  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0388
 AB0388                          STATION DESCRIPTION
 AB0388
 AB0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0388'2.1 MI S FROM RAYMONDVILLE.
 AB0388'2.1 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0388'FROM THE STATION, AT RAYMONDVILLE, AT THE SECOND TELEGRAPH POLE SOUTH
 AB0388'OF FARM ROAD 1432, 36 FEET WEST OF THE WEST RAIL, 5 FEET NORTH OF A
 AB0388'TELEGRAPH POLE, 12 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 AB0388'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AB0388'THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0388
 AB0388                          STATION RECOVERY (1981)
 AB0388
 AB0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0388'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0663 ***********************************************************************
 AH0663  DESIGNATION -  U 179
 AH0663  PID         -  AH0663
 AH0663  STATE/COUNTY-  TX/KLEBERG
 AH0663  USGS QUAD   -  RIVIERA (1979)
 AH0663
 AH0663                         *CURRENT SURVEY CONTROL
 AH0663  ___________________________________________________________________
 AH0663* NAD 83(1986)-  27 16 30.     (N)    097 49 51.     (W)     SCALED    
 AH0663* NAVD 88     -        16.313  (meters)      53.52   (feet)  ADJUSTED  
 AH0663  ___________________________________________________________________
 AH0663  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH0663  DYNAMIC HT  -          16.288 (meters)      53.44  (feet)  COMP
 AH0663  MODELED GRAV-     979,091.3   (mgal)                       NAVD 88
 AH0663
 AH0663  VERT ORDER  -  FIRST     CLASS II
 AH0663
 AH0663.The horizontal coordinates were scaled from a topographic map and have
 AH0663.an estimated accuracy of +/- 6 seconds.
 AH0663
 AH0663.The orthometric height was determined by differential leveling
 AH0663.and adjusted by the National Geodetic Survey in June 1991..
 AH0663
 AH0663.The geoid height was determined by GEOID03.
 AH0663
 AH0663.The dynamic height is computed by dividing the NAVD 88
 AH0663.geopotential number by the normal gravity value computed on the
 AH0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0663.degrees latitude (g = 980.6199 gals.).
 AH0663
 AH0663.The modeled gravity was interpolated from observed gravity values.
 AH0663
 AH0663;                    North         East    Units  Estimated Accuracy
 AH0663;SPC TX S     - 5,178,370.      366,250.      MT  (+/- 180 meters Scaled)
 AH0663
 AH0663                          SUPERSEDED SURVEY CONTROL
 AH0663
 AH0663  NGVD 29 (??/??/92)   16.404  (m)           53.82   (f) ADJ UNCH    1 2
 AH0663
 AH0663.Superseded values are not recommended for survey control.
 AH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0663.See file dsdata.txt to determine how the superseded data were derived.
 AH0663
 AH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR157174(NAD 83)
 AH0663_MARKER: DB = BENCH MARK DISK
 AH0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0663_STAMPING: U 179 1951
 AH0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0663+STABILITY: SURFACE MOTION
 AH0663
 AH0663  HISTORY     - Date     Condition        Report By
 AH0663  HISTORY     - 1951     MONUMENTED       CGS
 AH0663  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0663  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0663
 AH0663                          STATION DESCRIPTION
 AH0663
 AH0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0663'2.1 MI SW FROM RIVIERA.
 AH0663'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 285 FROM ITS JUNCTION WITH
 AH0663'U.S. HIGHWAY 77 AT RIVIERA, 0.1 MILE NORTH OF A SHARP CURVE IN THE
 AH0663'HIGHWAY, 0.15 MILE NORTH OF A WINDMILL, 115 FEET SOUTH OF THE CREST OF
 AH0663'A SMALL RISE IN THE HIGHWAY, 40 FEET WEST OF THE CENTER LINE OF THE
 AH0663'HIGHWAY, 1.2 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 AH0663'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AH0663
 AH0663                          STATION RECOVERY (1975)
 AH0663
 AH0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0663'MARK NOT FOUND.
 AH0663
 AH0663                          STATION RECOVERY (1981)
 AH0663
 AH0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0663'SEARCHED FOR, NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0006 ***********************************************************************
 CE0006  DESIGNATION -  U 18
 CE0006  PID         -  CE0006
 CE0006  STATE/COUNTY-  TX/EL PASO
 CE0006  USGS QUAD   -  ISLA (1972)
 CE0006
 CE0006                         *CURRENT SURVEY CONTROL
 CE0006  ___________________________________________________________________
 CE0006* NAD 83(1986)-  31 29 58.     (N)    106 09 10.     (W)     SCALED    
 CE0006* NAVD 88     -      1104.019  (meters)    3622.10   (feet)  POSTED    
 CE0006  ___________________________________________________________________
 CE0006  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0006  DYNAMIC HT  -        1102.310 (meters)    3616.50  (feet)  COMP
 CE0006  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 CE0006
 CE0006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0006
 CE0006.The horizontal coordinates were scaled from a topographic map and have
 CE0006.an estimated accuracy of +/- 6 seconds.
 CE0006
 CE0006.The orthometric height was determined by differential leveling
 CE0006.and adjusted by the National Geodetic Survey in 1992..
 CE0006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0006.rate of 0.0 thru 1.0 mm/km.
 CE0006
 CE0006.The geoid height was determined by GEOID03.
 CE0006
 CE0006.The dynamic height is computed by dividing the NAVD 88
 CE0006.geopotential number by the normal gravity value computed on the
 CE0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0006.degrees latitude (g = 980.6199 gals.).
 CE0006
 CE0006.The modeled gravity was interpolated from observed gravity values.
 CE0006
 CE0006;                    North         East    Units  Estimated Accuracy
 CE0006;SPC TX C     - 3,217,630.      147,430.      MT  (+/- 180 meters Scaled)
 CE0006
 CE0006                          SUPERSEDED SURVEY CONTROL
 CE0006
 CE0006.No superseded survey control is available for this station.
 CE0006
 CE0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ905855(NAD 83)
 CE0006_MARKER: Z = SEE DESCRIPTION
 CE0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0006+STABILITY: SURFACE MOTION
 CE0006
 CE0006  HISTORY     - Date     Condition        Report By
 CE0006  HISTORY     - UNK      MONUMENTED       CGS
 CE0006  HISTORY     - 1956     MARK NOT FOUND   NGS
 CE0006
 CE0006                          STATION DESCRIPTION
 CE0006
 CE0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0006'IN FABENS.
 CE0006'AT FABENS, EL PASO COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 0.5
 CE0006'MILE EAST OF THE STATION, MIDWAY BETWEEN THE PUBLIC SCHOOL AND THE
 CE0006'CITY WATER TANK, 41 YARDS EAST OF A ROAD CROSSING, 19 YARDS NORTH OF
 CE0006'THE CENTER LINE OF THE TRACK, AND AT THE CORNER OF THE WEST
 CE0006'RIGHT-OF-WAY FENCE.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A
 CE0006'CONCRETE POST LETTERED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0676 ***********************************************************************
 CD0676  DESIGNATION -  U 180
 CD0676  PID         -  CD0676
 CD0676  STATE/COUNTY-  TX/HUDSPETH
 CD0676  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0676
 CD0676                         *CURRENT SURVEY CONTROL
 CD0676  ___________________________________________________________________
 CD0676* NAD 83(1986)-  31 49 56.     (N)    105 52 04.     (W)     SCALED    
 CD0676* NAVD 88     -      1589.704  (meters)    5215.55   (feet)  ADJUSTED  
 CD0676  ___________________________________________________________________
 CD0676  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CD0676  DYNAMIC HT  -        1587.211 (meters)    5207.37  (feet)  COMP
 CD0676  MODELED GRAV-     979,014.5   (mgal)                       NAVD 88
 CD0676
 CD0676  VERT ORDER  -  FIRST     CLASS II
 CD0676
 CD0676.The horizontal coordinates were scaled from a topographic map and have
 CD0676.an estimated accuracy of +/- 6 seconds.
 CD0676
 CD0676.The orthometric height was determined by differential leveling
 CD0676.and adjusted by the National Geodetic Survey in June 1991..
 CD0676
 CD0676.The geoid height was determined by GEOID03.
 CD0676
 CD0676.The dynamic height is computed by dividing the NAVD 88
 CD0676.geopotential number by the normal gravity value computed on the
 CD0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0676.degrees latitude (g = 980.6199 gals.).
 CD0676
 CD0676.The modeled gravity was interpolated from observed gravity values.
 CD0676
 CD0676;                    North         East    Units  Estimated Accuracy
 CD0676;SPC TX C     - 3,253,100.      176,310.      MT  (+/- 180 meters Scaled)
 CD0676
 CD0676                          SUPERSEDED SURVEY CONTROL
 CD0676
 CD0676  NGVD 29 (??/??/92) 1588.941  (m)         5213.05   (f) ADJ UNCH    1 2
 CD0676
 CD0676.Superseded values are not recommended for survey control.
 CD0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0676.See file dsdata.txt to determine how the superseded data were derived.
 CD0676
 CD0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR178221(NAD 83)
 CD0676_MARKER: DB = BENCH MARK DISK
 CD0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0676_STAMPING: U 180 1933
 CD0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0676+STABILITY: SURFACE MOTION
 CD0676
 CD0676  HISTORY     - Date     Condition        Report By
 CD0676  HISTORY     - 1933     MONUMENTED       CGS
 CD0676  HISTORY     - 1958     GOOD             NGS
 CD0676
 CD0676                          STATION DESCRIPTION
 CD0676
 CD0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0676'34.35 MI E FROM EL PASO.
 CD0676'ABOUT 34.2 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0676'OF LOOP 16 AT EL PASO, THENCE 0.15 MILE NORTH-NORTHWEST ACROSS COUNTRY
 CD0676'TO THE OLD HIGHWAY.  48 FEET SOUTH OF THE CENTER LINE OF THE OLD
 CD0676'HIGHWAY, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CD0676'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0676'PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0197 ***********************************************************************
 CV0197  DESIGNATION -  U 182
 CV0197  PID         -  CV0197
 CV0197  STATE/COUNTY-  TX/GAINES
 CV0197  USGS QUAD   -  PAYNES CORNER (1971)
 CV0197
 CV0197                         *CURRENT SURVEY CONTROL
 CV0197  ___________________________________________________________________
 CV0197* NAD 83(1986)-  32 43 31.     (N)    102 47 17.     (W)     SCALED    
 CV0197* NAVD 88     -      1036.574  (meters)    3400.83   (feet)  ADJUSTED  
 CV0197  ___________________________________________________________________
 CV0197  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 CV0197  DYNAMIC HT  -        1035.178 (meters)    3396.25  (feet)  COMP
 CV0197  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 CV0197
 CV0197  VERT ORDER  -  FIRST     CLASS II
 CV0197
 CV0197.The horizontal coordinates were scaled from a topographic map and have
 CV0197.an estimated accuracy of +/- 6 seconds.
 CV0197
 CV0197.The orthometric height was determined by differential leveling
 CV0197.and adjusted by the National Geodetic Survey in June 1991..
 CV0197
 CV0197.The geoid height was determined by GEOID03.
 CV0197
 CV0197.The dynamic height is computed by dividing the NAVD 88
 CV0197.geopotential number by the normal gravity value computed on the
 CV0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0197.degrees latitude (g = 980.6199 gals.).
 CV0197
 CV0197.The modeled gravity was interpolated from observed gravity values.
 CV0197
 CV0197;                    North         East    Units  Estimated Accuracy
 CV0197;SPC TXNC     - 2,125,590.      198,190.      MT  (+/- 180 meters Scaled)
 CV0197
 CV0197                          SUPERSEDED SURVEY CONTROL
 CV0197
 CV0197  NGVD 29 (??/??/92) 1036.261  (m)         3399.80   (f) ADJ UNCH    1 2
 CV0197
 CV0197.Superseded values are not recommended for survey control.
 CV0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0197.See file dsdata.txt to determine how the superseded data were derived.
 CV0197
 CV0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS072229(NAD 83)
 CV0197_MARKER: DB = BENCH MARK DISK
 CV0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0197_STAMPING: U 182 1933
 CV0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0197+STABILITY: SURFACE MOTION
 CV0197
 CV0197  HISTORY     - Date     Condition        Report By
 CV0197  HISTORY     - 1933     MONUMENTED       CGS
 CV0197  HISTORY     - 1934     GOOD             NGS
 CV0197  HISTORY     - 1972     MARK NOT FOUND   NGS
 CV0197
 CV0197                          STATION DESCRIPTION
 CV0197
 CV0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0197'8.8 MI W FROM SEMINOLE.
 CV0197'8.8 MI. WEST OF THE SEMINOLE COURTHOUSE ON STATE HWY NO. 83 ABOUT 0.1
 CV0197'MI. EAST OF A ROAD TO A RANCH ON THE SOUTH SIDE OF THE HWY. 24 FEET
 CV0197'NORTH OF THE CENTERLINE OF THE HWY. AND IN A LOW PLACE ON THE NORTH
 CV0197'BANK OF THE ROAD.
 CV0197
 CV0197                          STATION RECOVERY (1972)
 CV0197
 CV0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CV0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0190 ***********************************************************************
 CS0190  DESIGNATION -  U 183
 CS0190  PID         -  CS0190
 CS0190  STATE/COUNTY-  TX/KAUFMAN
 CS0190  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0190
 CS0190                         *CURRENT SURVEY CONTROL
 CS0190  ___________________________________________________________________
 CS0190* NAD 83(1986)-  32 44 15.     (N)    096 19 49.     (W)     SCALED    
 CS0190* NAVD 88     -       143.642  (meters)     471.27   (feet)  ADJUSTED  
 CS0190  ___________________________________________________________________
 CS0190  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS0190  DYNAMIC HT  -         143.484 (meters)     470.75  (feet)  COMP
 CS0190  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CS0190
 CS0190  VERT ORDER  -  SECOND    CLASS 0
 CS0190
 CS0190.The horizontal coordinates were scaled from a topographic map and have
 CS0190.an estimated accuracy of +/- 6 seconds.
 CS0190
 CS0190.The orthometric height was determined by differential leveling
 CS0190.and adjusted by the National Geodetic Survey in June 1991..
 CS0190
 CS0190.The geoid height was determined by GEOID03.
 CS0190
 CS0190.The dynamic height is computed by dividing the NAVD 88
 CS0190.geopotential number by the normal gravity value computed on the
 CS0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0190.degrees latitude (g = 980.6199 gals.).
 CS0190
 CS0190.The modeled gravity was interpolated from observed gravity values.
 CS0190
 CS0190;                    North         East    Units  Estimated Accuracy
 CS0190;SPC TXNC     - 2,120,840.      803,330.      MT  (+/- 180 meters Scaled)
 CS0190
 CS0190                          SUPERSEDED SURVEY CONTROL
 CS0190
 CS0190  NGVD 29 (??/??/92)  143.656  (m)          471.31   (f) ADJ UNCH    2 0
 CS0190
 CS0190.Superseded values are not recommended for survey control.
 CS0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0190.See file dsdata.txt to determine how the superseded data were derived.
 CS0190
 CS0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB501253(NAD 83)
 CS0190_MARKER: DB = BENCH MARK DISK
 CS0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0190_SP_SET: BRIDGE
 CS0190_STAMPING: U 183 1952
 CS0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS0190+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999
 CS0190
 CS0190  HISTORY     - Date     Condition        Report By
 CS0190  HISTORY     - 1952     MONUMENTED       CGS
 CS0190  HISTORY     - 1988     GOOD             USPSQD
 CS0190  HISTORY     - 19990909 GOOD             LOCSUR
 CS0190
 CS0190                          STATION DESCRIPTION
 CS0190
 CS0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0190'3.1 MI W FROM TERRELL.
 CS0190'1 BLOCK SOUTH ALONG NORTH CATHERINE STREET FROM THE POST OFFICE AT
 CS0190'TERRELL, THENCE 3.1 MILES WEST ALONG U.S. HIGHWAY 80, 68 FEET
 CS0190'NORTHWEST OF THE NORTHWEST CORNER OF TEXAS AND PACIFIC RAILROAD BRIDGE
 CS0190'185.7, 66 FEET NORTH OF THE NORTH RAIL, 16.4 FEET SOUTH OF THE CENTER
 CS0190'LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST
 CS0190'WINGWALL OF A 40 FOOT CONCRETE BRIDGE.
 CS0190
 CS0190                          STATION RECOVERY (1988)
 CS0190
 CS0190'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0190'RECOVERED IN GOOD CONDITION.
 CS0190
 CS0190                          STATION RECOVERY (1999)
 CS0190
 CS0190'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (PS)
 CS0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0901 ***********************************************************************
 CR0901  DESIGNATION -  U 184
 CR0901  PID         -  CR0901
 CR0901  STATE/COUNTY-  TX/VAN ZANDT
 CR0901  USGS QUAD   -  EDGEWOOD (1981)
 CR0901
 CR0901                         *CURRENT SURVEY CONTROL
 CR0901  ___________________________________________________________________
 CR0901* NAD 83(1986)-  32 42 23.     (N)    095 59 20.     (W)     SCALED    
 CR0901* NAVD 88     -       164.981  (meters)     541.28   (feet)  ADJUSTED  
 CR0901  ___________________________________________________________________
 CR0901  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0901  DYNAMIC HT  -         164.795 (meters)     540.66  (feet)  COMP
 CR0901  MODELED GRAV-     979,508.5   (mgal)                       NAVD 88
 CR0901
 CR0901  VERT ORDER  -  SECOND    CLASS 0
 CR0901
 CR0901.The horizontal coordinates were scaled from a topographic map and have
 CR0901.an estimated accuracy of +/- 6 seconds.
 CR0901
 CR0901.The orthometric height was determined by differential leveling
 CR0901.and adjusted by the National Geodetic Survey in June 1991..
 CR0901
 CR0901.The geoid height was determined by GEOID03.
 CR0901
 CR0901.The dynamic height is computed by dividing the NAVD 88
 CR0901.geopotential number by the normal gravity value computed on the
 CR0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0901.degrees latitude (g = 980.6199 gals.).
 CR0901
 CR0901.The modeled gravity was interpolated from observed gravity values.
 CR0901
 CR0901;                    North         East    Units  Estimated Accuracy
 CR0901;SPC TXNC     - 2,118,110.      835,400.      MT  (+/- 180 meters Scaled)
 CR0901
 CR0901                          SUPERSEDED SURVEY CONTROL
 CR0901
 CR0901  NGVD 29 (??/??/92)  164.991  (m)          541.31   (f) ADJ UNCH    2 0
 CR0901
 CR0901.Superseded values are not recommended for survey control.
 CR0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0901.See file dsdata.txt to determine how the superseded data were derived.
 CR0901
 CR0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS198226(NAD 83)
 CR0901_MARKER: DB = BENCH MARK DISK
 CR0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0901_SP_SET: FOOTINGS
 CR0901_STAMPING: U 184 1952
 CR0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0901
 CR0901  HISTORY     - Date     Condition        Report By
 CR0901  HISTORY     - 1952     MONUMENTED       CGS
 CR0901  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CR0901  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CR0901  HISTORY     - 19930615 POOR             USPSQD
 CR0901  HISTORY     - 19950831 POOR             USPSQD
 CR0901
 CR0901                          STATION DESCRIPTION
 CR0901
 CR0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CR0901'1.2 MI E FROM WILLS POINT.
 CR0901'1.2 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CR0901'AT WILLS POINT, 49.6 FEET NORTH OF THE NORTH RAIL, 15.6 FEET NORTH OF
 CR0901'THE NORTHEAST CORNER OF A TOOL HOUSE, 3 FEET ABOVE THE GROUND, SET IN
 CR0901'THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST CONCRETE FOOTING FOR THE
 CR0901'SOUTHWEST LEG OF A WATER TOWER.
 CR0901
 CR0901                          STATION RECOVERY (1988)
 CR0901
 CR0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CR0901'MARK NOT FOUND.
 CR0901
 CR0901                          STATION RECOVERY (1988)
 CR0901
 CR0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR0901'MARK NOT FOUND.
 CR0901
 CR0901                          STATION RECOVERY (1993)
 CR0901
 CR0901'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0901'MARK RECOVERED IN POOR CONDITION.
 CR0901
 CR0901                          STATION RECOVERY (1995)
 CR0901
 CR0901'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0901'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0294 ***********************************************************************
 DN0294  DESIGNATION -  U 185
 DN0294  PID         -  DN0294
 DN0294  STATE/COUNTY-  TX/COLLIN
 DN0294  USGS QUAD   -  CELINA (1960)
 DN0294
 DN0294                         *CURRENT SURVEY CONTROL
 DN0294  ___________________________________________________________________
 DN0294* NAD 83(1986)-  33 22 10.     (N)    096 46 15.     (W)     SCALED    
 DN0294* NAVD 88     -       213.760  (meters)     701.31   (feet)  ADJUSTED  
 DN0294  ___________________________________________________________________
 DN0294  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0294  DYNAMIC HT  -         213.534 (meters)     700.57  (feet)  COMP
 DN0294  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 DN0294
 DN0294  VERT ORDER  -  SECOND    CLASS 0
 DN0294
 DN0294.The horizontal coordinates were scaled from a topographic map and have
 DN0294.an estimated accuracy of +/- 6 seconds.
 DN0294
 DN0294.The orthometric height was determined by differential leveling
 DN0294.and adjusted by the National Geodetic Survey in June 1991..
 DN0294
 DN0294.The geoid height was determined by GEOID03.
 DN0294
 DN0294.The dynamic height is computed by dividing the NAVD 88
 DN0294.geopotential number by the normal gravity value computed on the
 DN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0294.degrees latitude (g = 980.6199 gals.).
 DN0294
 DN0294.The modeled gravity was interpolated from observed gravity values.
 DN0294
 DN0294;                    North         East    Units  Estimated Accuracy
 DN0294;SPC TXNC     - 2,190,150.      760,890.      MT  (+/- 180 meters Scaled)
 DN0294
 DN0294                          SUPERSEDED SURVEY CONTROL
 DN0294
 DN0294  NGVD 29 (??/??/92)  213.766  (m)          701.33   (f) ADJ UNCH    2 0
 DN0294
 DN0294.Superseded values are not recommended for survey control.
 DN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0294.See file dsdata.txt to determine how the superseded data were derived.
 DN0294
 DN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB073944(NAD 83)
 DN0294_MARKER: DB = BENCH MARK DISK
 DN0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0294_STAMPING: U 185 1952
 DN0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0294+STABILITY: SURFACE MOTION
 DN0294
 DN0294  HISTORY     - Date     Condition        Report By
 DN0294  HISTORY     - 1952     MONUMENTED       CGS
 DN0294  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0294  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0294
 DN0294                          STATION DESCRIPTION
 DN0294
 DN0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0294'3.1 MI N FROM CELINA.
 DN0294'3.1 MILES NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0294'FROM THE STATION AT CELINA, 190 FEET SOUTHEAST OF THE CENTER OF THE
 DN0294'CROSSING OF STATE HIGHWAY 289, 43.3 FEET EAST OF THE EAST RAIL, 6 FEET
 DN0294'SOUTH OF A TELEPHONE POLE, 3.5 FEET WEST OF A FENCE, 3 FEET NORTH OF A
 DN0294'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 DN0294'FOOT ABOVE THE GROUND.
 DN0294
 DN0294                          STATION RECOVERY (1994)
 DN0294
 DN0294'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0294'MARK NOT FOUND.
 DN0294
 DN0294                          STATION RECOVERY (2005)
 DN0294
 DN0294'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0257 ***********************************************************************
 DO0257  DESIGNATION -  U 186
 DO0257  PID         -  DO0257
 DO0257  STATE/COUNTY-  TX/YOUNG
 DO0257  USGS QUAD   -  LAKE OLNEY (1964)
 DO0257
 DO0257                         *CURRENT SURVEY CONTROL
 DO0257  ___________________________________________________________________
 DO0257* NAD 83(1986)-  33 23 15.     (N)    098 45 06.     (W)     SCALED    
 DO0257* NAVD 88     -       367.178  (meters)    1204.65   (feet)  ADJUSTED  
 DO0257  ___________________________________________________________________
 DO0257  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0257  DYNAMIC HT  -         366.754 (meters)    1203.26  (feet)  COMP
 DO0257  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DO0257
 DO0257  VERT ORDER  -  SECOND    CLASS 0
 DO0257
 DO0257.The horizontal coordinates were scaled from a topographic map and have
 DO0257.an estimated accuracy of +/- 6 seconds.
 DO0257
 DO0257.The orthometric height was determined by differential leveling
 DO0257.and adjusted by the National Geodetic Survey in June 1991..
 DO0257
 DO0257.The geoid height was determined by GEOID03.
 DO0257
 DO0257.The dynamic height is computed by dividing the NAVD 88
 DO0257.geopotential number by the normal gravity value computed on the
 DO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0257.degrees latitude (g = 980.6199 gals.).
 DO0257
 DO0257.The modeled gravity was interpolated from observed gravity values.
 DO0257
 DO0257;                    North         East    Units  Estimated Accuracy
 DO0257;SPC TXNC     - 2,190,850.      576,590.      MT  (+/- 180 meters Scaled)
 DO0257
 DO0257                          SUPERSEDED SURVEY CONTROL
 DO0257
 DO0257  NGVD 29 (??/??/92)  367.073  (m)         1204.31   (f) ADJ UNCH    2 0
 DO0257
 DO0257.Superseded values are not recommended for survey control.
 DO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0257.See file dsdata.txt to determine how the superseded data were derived.
 DO0257
 DO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB230942(NAD 83)
 DO0257_MARKER: DB = BENCH MARK DISK
 DO0257_SETTING: 66 = SET IN ROCK OUTCROP
 DO0257_SP_SET: OUTCROP
 DO0257_STAMPING: U-186 1933
 DO0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0257+STABILITY: POSITION/ELEVATION WELL
 DO0257
 DO0257  HISTORY     - Date     Condition        Report By
 DO0257  HISTORY     - 1933     MONUMENTED       CGS
 DO0257  HISTORY     - 1957     GOOD             NGS
 DO0257  HISTORY     - 20010313 MARK NOT FOUND   LOCSUR
 DO0257  HISTORY     - 20050416 GOOD             USPSQD
 DO0257
 DO0257                          STATION DESCRIPTION
 DO0257
 DO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0257'1.1 MI N FROM OLNEY.
 DO0257'1.1 MILES NORTH OF, ALONG W.F.AND S.R.R. 17 FEET EAST OF CENTER OF
 DO0257'TRACK AND 125 FEET EAST OF CENTER OF HIGHWAY NO 79.
 DO0257
 DO0257                          STATION RECOVERY (1957)
 DO0257
 DO0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0257'RECOVERED IN GOOD CONDITION.
 DO0257
 DO0257                          STATION RECOVERY (2001)
 DO0257
 DO0257'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (LJL)
 DO0257'MARK NOT FOUND.
 DO0257
 DO0257                          STATION RECOVERY (2005)
 DO0257
 DO0257'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0423 ***********************************************************************
 DO0423  DESIGNATION -  U 187
 DO0423  PID         -  DO0423
 DO0423  STATE/COUNTY-  TX/KNOX
 DO0423  USGS QUAD   -  BOMARTON (1966)
 DO0423
 DO0423                         *CURRENT SURVEY CONTROL
 DO0423  ___________________________________________________________________
 DO0423* NAD 83(1986)-  33 37 19.     (N)    099 28 39.     (W)     SCALED    
 DO0423* NAVD 88     -       431.413  (meters)    1415.39   (feet)  ADJUSTED  
 DO0423  ___________________________________________________________________
 DO0423  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DO0423  DYNAMIC HT  -         430.918 (meters)    1413.77  (feet)  COMP
 DO0423  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 DO0423
 DO0423  VERT ORDER  -  SECOND    CLASS 0
 DO0423
 DO0423.The horizontal coordinates were scaled from a topographic map and have
 DO0423.an estimated accuracy of +/- 6 seconds.
 DO0423
 DO0423.The orthometric height was determined by differential leveling
 DO0423.and adjusted by the National Geodetic Survey in June 1991..
 DO0423
 DO0423.The geoid height was determined by GEOID03.
 DO0423
 DO0423.The dynamic height is computed by dividing the NAVD 88
 DO0423.geopotential number by the normal gravity value computed on the
 DO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0423.degrees latitude (g = 980.6199 gals.).
 DO0423
 DO0423.The modeled gravity was interpolated from observed gravity values.
 DO0423
 DO0423;                    North         East    Units  Estimated Accuracy
 DO0423;SPC TXNC     - 2,217,250.      509,300.      MT  (+/- 180 meters Scaled)
 DO0423
 DO0423                          SUPERSEDED SURVEY CONTROL
 DO0423
 DO0423  NGVD 29 (??/??/92)  431.284  (m)         1414.97   (f) ADJ UNCH    2 0
 DO0423
 DO0423.Superseded values are not recommended for survey control.
 DO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0423.See file dsdata.txt to determine how the superseded data were derived.
 DO0423
 DO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC557203(NAD 83)
 DO0423_MARKER: DB = BENCH MARK DISK
 DO0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0423_STAMPING: U-187 1933
 DO0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0423+STABILITY: SURFACE MOTION
 DO0423
 DO0423  HISTORY     - Date     Condition        Report By
 DO0423  HISTORY     - 1933     MONUMENTED       CGS
 DO0423  HISTORY     - 1966     GOOD             USGS
 DO0423
 DO0423                          STATION DESCRIPTION
 DO0423
 DO0423'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0423'3.8 MI W FROM RED SPRINGS.
 DO0423'RED SPRINGS, APPROX 3.8 MILES WEST OF ALONG HWY 82.  820 FT. EAST OF A
 DO0423'T RD.  SOUTH, 42 FT. NORTH OF HWY., 18 FT. EAST OF REA POLE, IN RIGHT
 DO0423'OF WAY FENCE.  SET IN A CONC. POST A STD. DISC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0439 ***********************************************************************
 CT0439  DESIGNATION -  U 188
 CT0439  PID         -  CT0439
 CT0439  STATE/COUNTY-  TX/EASTLAND
 CT0439  USGS QUAD   -  BERNIE LAKE (1966)
 CT0439
 CT0439                         *CURRENT SURVEY CONTROL
 CT0439  ___________________________________________________________________
 CT0439* NAD 83(1986)-  32 23 52.     (N)    099 00 14.     (W)     SCALED    
 CT0439* NAVD 88     -       493.908  (meters)    1620.43   (feet)  ADJUSTED  
 CT0439  ___________________________________________________________________
 CT0439  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CT0439  DYNAMIC HT  -         493.272 (meters)    1618.34  (feet)  COMP
 CT0439  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 CT0439
 CT0439  VERT ORDER  -  SECOND    CLASS 0
 CT0439
 CT0439.The horizontal coordinates were scaled from a topographic map and have
 CT0439.an estimated accuracy of +/- 6 seconds.
 CT0439
 CT0439.The orthometric height was determined by differential leveling
 CT0439.and adjusted by the National Geodetic Survey in June 1991..
 CT0439
 CT0439.The geoid height was determined by GEOID03.
 CT0439
 CT0439.The dynamic height is computed by dividing the NAVD 88
 CT0439.geopotential number by the normal gravity value computed on the
 CT0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0439.degrees latitude (g = 980.6199 gals.).
 CT0439
 CT0439.The modeled gravity was interpolated from observed gravity values.
 CT0439
 CT0439;                    North         East    Units  Estimated Accuracy
 CT0439;SPC TXNC     - 2,081,190.      552,600.      MT  (+/- 180 meters Scaled)
 CT0439
 CT0439                          SUPERSEDED SURVEY CONTROL
 CT0439
 CT0439  NGVD 29 (??/??/92)  493.766  (m)         1619.96   (f) ADJ UNCH    2 0
 CT0439
 CT0439.Superseded values are not recommended for survey control.
 CT0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0439.See file dsdata.txt to determine how the superseded data were derived.
 CT0439
 CT0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA996845(NAD 83)
 CT0439_MARKER: DB = BENCH MARK DISK
 CT0439_SETTING: 80 = SET IN A BOULDER
 CT0439_SP_SET: BOULDER
 CT0439_STAMPING: U 188 1933
 CT0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0439+STABILITY: SURFACE MOTION
 CT0439
 CT0439  HISTORY     - Date     Condition        Report By
 CT0439  HISTORY     - 1933     MONUMENTED       CGS
 CT0439
 CT0439                          STATION DESCRIPTION
 CT0439
 CT0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CT0439'2.3 MI NW FROM CISCO.
 CT0439'2.3 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0439'FROM CISCO, EASTLAND COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST 157, 0.2
 CT0439'MILE SOUTHEAST OF A SPUR TRACK, 234 FEET NORTH OF THE CENTERLINE OF
 CT0439'THE TRACK, 170 FEET EAST OF THE CENTERLINE OF A LANE LEADING TO AN OLD
 CT0439'MUNICIPAL PUMPING PLANT, AND IN THE TOP OF A CONGLOMERATE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0203 ***********************************************************************
 DO0203  DESIGNATION -  U 189
 DO0203  PID         -  DO0203
 DO0203  STATE/COUNTY-  TX/JACK
 DO0203  USGS QUAD   -  SENATE (1981)
 DO0203
 DO0203                         *CURRENT SURVEY CONTROL
 DO0203  ___________________________________________________________________
 DO0203* NAD 83(1986)-  33 10 22.     (N)    098 17 58.     (W)     SCALED    
 DO0203* NAVD 88     -       359.397  (meters)    1179.12   (feet)  ADJUSTED  
 DO0203  ___________________________________________________________________
 DO0203  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0203  DYNAMIC HT  -         358.977 (meters)    1177.74  (feet)  COMP
 DO0203  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 DO0203
 DO0203  VERT ORDER  -  SECOND    CLASS 0
 DO0203
 DO0203.The horizontal coordinates were scaled from a topographic map and have
 DO0203.an estimated accuracy of +/- 6 seconds.
 DO0203
 DO0203.The orthometric height was determined by differential leveling
 DO0203.and adjusted by the National Geodetic Survey in June 1991..
 DO0203
 DO0203.The geoid height was determined by GEOID03.
 DO0203
 DO0203.The dynamic height is computed by dividing the NAVD 88
 DO0203.geopotential number by the normal gravity value computed on the
 DO0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0203.degrees latitude (g = 980.6199 gals.).
 DO0203
 DO0203.The modeled gravity was interpolated from observed gravity values.
 DO0203
 DO0203;                    North         East    Units  Estimated Accuracy
 DO0203;SPC TXNC     - 2,167,030.      618,700.      MT  (+/- 180 meters Scaled)
 DO0203
 DO0203                          SUPERSEDED SURVEY CONTROL
 DO0203
 DO0203  NGVD 29 (??/??/92)  359.312  (m)         1178.84   (f) ADJ UNCH    2 0
 DO0203
 DO0203.Superseded values are not recommended for survey control.
 DO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0203.See file dsdata.txt to determine how the superseded data were derived.
 DO0203
 DO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB653706(NAD 83)
 DO0203_MARKER: DB = BENCH MARK DISK
 DO0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0203_SP_SET: RETAINING WALL
 DO0203_STAMPING: U-189 1933
 DO0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0203
 DO0203  HISTORY     - Date     Condition        Report By
 DO0203  HISTORY     - 1933     MONUMENTED       CGS
 DO0203  HISTORY     - 1964     MARK NOT FOUND   USGS
 DO0203  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0203
 DO0203                          STATION DESCRIPTION
 DO0203
 DO0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0203'5.0 MI E FROM BRYSON.
 DO0203'5.0 MILES EAST OF, ALONG CHICAGO, ROCK ISLAND AND GULF R. R AT MILE
 DO0203'POST 36.9, 26 METERS NORTH OF CENTER OF TRACK.
 DO0203
 DO0203                          STATION RECOVERY (1964)
 DO0203
 DO0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DO0203'MARK NOT FOUND.
 DO0203
 DO0203                          STATION RECOVERY (2001)
 DO0203
 DO0203'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1068 ***********************************************************************
 FL1068  DESIGNATION -  U 19
 FL1068  PID         -  FL1068
 FL1068  STATE/COUNTY-  TX/POTTER
 FL1068  USGS QUAD   -  AMARILLO EAST (1973)
 FL1068
 FL1068                         *CURRENT SURVEY CONTROL
 FL1068  ___________________________________________________________________
 FL1068* NAD 83(1986)-  35 13 12.     (N)    101 46 06.     (W)     SCALED    
 FL1068* NAVD 88     -      1100.676  (meters)    3611.13   (feet)  ADJUSTED  
 FL1068  ___________________________________________________________________
 FL1068  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL1068  DYNAMIC HT  -        1099.370 (meters)    3606.85  (feet)  COMP
 FL1068  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 FL1068
 FL1068  VERT ORDER  -  FIRST     CLASS II
 FL1068
 FL1068.The horizontal coordinates were scaled from a topographic map and have
 FL1068.an estimated accuracy of +/- 6 seconds.
 FL1068
 FL1068.The orthometric height was determined by differential leveling
 FL1068.and adjusted by the National Geodetic Survey in June 1991..
 FL1068.WARNING-Repeat measurements at this control monument indicate possible
 FL1068.vertical movement.
 FL1068
 FL1068.The geoid height was determined by GEOID03.
 FL1068
 FL1068.The dynamic height is computed by dividing the NAVD 88
 FL1068.geopotential number by the normal gravity value computed on the
 FL1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1068.degrees latitude (g = 980.6199 gals.).
 FL1068
 FL1068.The modeled gravity was interpolated from observed gravity values.
 FL1068
 FL1068;                    North         East    Units  Estimated Accuracy
 FL1068;SPC TX N     - 1,135,380.      175,570.      MT  (+/- 180 meters Scaled)
 FL1068
 FL1068                          SUPERSEDED SURVEY CONTROL
 FL1068
 FL1068  NGVD 29 (??/??/92) 1100.179  (m)         3609.50   (f) ADJ UNCH    1 2
 FL1068
 FL1068.Superseded values are not recommended for survey control.
 FL1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1068.See file dsdata.txt to determine how the superseded data were derived.
 FL1068
 FL1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE480009(NAD 83)
 FL1068_MARKER: P = PIPE CAP
 FL1068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL1068_SP_SET: SHALLOW-SET PIPE
 FL1068_STAMPING: U 19 3609.563
 FL1068_MARK LOGO: CGS   
 FL1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1068
 FL1068  HISTORY     - Date     Condition        Report By
 FL1068  HISTORY     - UNK      MONUMENTED       CGS
 FL1068  HISTORY     - 1957     GOOD             NGS
 FL1068  HISTORY     - 1984     GOOD             NGS
 FL1068
 FL1068                          STATION DESCRIPTION
 FL1068
 FL1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FL1068'2.6 MI E FROM AMARILLO.
 FL1068'2.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL1068'FROM AMERILLO, POTTER COUNTY, MIDWAY BETWEEN THE FIRST AND SECOND
 FL1068'POLES EAST OF POLE 756/30, 105 YARDS EAST OF BRIDGE 7569, AT THE FIRST
 FL1068'CURVE EAST, AT THE POINT OF DIVERGENCE OF THE CHICAGO, ROCK ISLAND AND
 FL1068'PACIFIC RAILROAD AND THE PANHANDLE AND SANTA FE RAILWAY TRACKS, 94
 FL1068'FEET NORTH OF THE CENTERLINE OF THE C.R.I. AND P. TRACK, 116 FEET FROM
 FL1068'THE CENTERLINE OF THE P. AND S.F. TRACK, AND 0.5 FOOT WEST OF A WHITE
 FL1068'WOODEN WITNESS POST.  A STANDARD CAP, STAMPED ELEV 3609.563 FT U 19
 FL1068'AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 7 INCHES
 FL1068'ABOVE GROUND.
 FL1068
 FL1068                          STATION RECOVERY (1984)
 FL1068
 FL1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1068'RECOVERED IN GOOD CONDITION.  ADD=0.3 M (1.0 FT) NORTH OF A WITNESS
 FL1068'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0800 ***********************************************************************
 DN0800  DESIGNATION -  U 190
 DN0800  PID         -  DN0800
 DN0800  STATE/COUNTY-  TX/WISE
 DN0800  USGS QUAD   -  BRIDGEPORT EAST (1978)
 DN0800
 DN0800                         *CURRENT SURVEY CONTROL
 DN0800  ___________________________________________________________________
 DN0800* NAD 83(1986)-  33 13 49.     (N)    097 38 11.     (W)     SCALED    
 DN0800* NAVD 88     -       244.719  (meters)     802.88   (feet)  ADJUSTED  
 DN0800  ___________________________________________________________________
 DN0800  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DN0800  DYNAMIC HT  -         244.437 (meters)     801.96  (feet)  COMP
 DN0800  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 DN0800
 DN0800  VERT ORDER  -  SECOND    CLASS 0
 DN0800
 DN0800.The horizontal coordinates were scaled from a topographic map and have
 DN0800.an estimated accuracy of +/- 6 seconds.
 DN0800
 DN0800.The orthometric height was determined by differential leveling
 DN0800.and adjusted by the National Geodetic Survey in June 1991..
 DN0800
 DN0800.The geoid height was determined by GEOID03.
 DN0800
 DN0800.The dynamic height is computed by dividing the NAVD 88
 DN0800.geopotential number by the normal gravity value computed on the
 DN0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0800.degrees latitude (g = 980.6199 gals.).
 DN0800
 DN0800.The modeled gravity was interpolated from observed gravity values.
 DN0800
 DN0800;                    North         East    Units  Estimated Accuracy
 DN0800;SPC TXNC     - 2,173,720.      680,490.      MT  (+/- 180 meters Scaled)
 DN0800
 DN0800                          SUPERSEDED SURVEY CONTROL
 DN0800
 DN0800  NGVD 29 (??/??/92)  244.615  (m)          802.54   (f) ADJ UNCH    2 0
 DN0800
 DN0800.Superseded values are not recommended for survey control.
 DN0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0800.See file dsdata.txt to determine how the superseded data were derived.
 DN0800
 DN0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB270776(NAD 83)
 DN0800_MARKER: DB = BENCH MARK DISK
 DN0800_SETTING: 66 = SET IN ROCK OUTCROP
 DN0800_SP_SET: OUTCROP
 DN0800_STAMPING: U-190 1933
 DN0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0800+STABILITY: POSITION/ELEVATION WELL
 DN0800
 DN0800  HISTORY     - Date     Condition        Report By
 DN0800  HISTORY     - 1933     MONUMENTED       CGS
 DN0800  HISTORY     - 1958     MARK NOT FOUND   USGS
 DN0800  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0800
 DN0800                          STATION DESCRIPTION
 DN0800
 DN0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0800'3.0 MI W FROM DECATOR.
 DN0800'3.0 MILES WEST OF, ALONG STATE HIGHWAY NO. 24 50 YARDS SOUTH OF CENTER
 DN0800'OF HIGHWAY 60 YARDS WEST OF A ROAD LEADING TO A FARMHOUSE, SET
 DN0800'HORIZONTAL IN TOP OF LIMESTONE OUTCROP.
 DN0800
 DN0800                          STATION RECOVERY (1958)
 DN0800
 DN0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN0800'MARK NOT FOUND.
 DN0800
 DN0800                          STATION RECOVERY (1997)
 DN0800
 DN0800'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0305 ***********************************************************************
 CT0305  DESIGNATION -  U 191
 CT0305  PID         -  CT0305
 CT0305  STATE/COUNTY-  TX/STEPHENS
 CT0305  USGS QUAD   -  BRECKENRIDGE (1958)
 CT0305
 CT0305                         *CURRENT SURVEY CONTROL
 CT0305  ___________________________________________________________________
 CT0305* NAD 83(1986)-  32 46 33.     (N)    098 53 28.     (W)     SCALED    
 CT0305* NAVD 88     -       361.375  (meters)    1185.61   (feet)  ADJUSTED  
 CT0305  ___________________________________________________________________
 CT0305  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CT0305  DYNAMIC HT  -         360.925 (meters)    1184.13  (feet)  COMP
 CT0305  MODELED GRAV-     979,385.6   (mgal)                       NAVD 88
 CT0305
 CT0305  VERT ORDER  -  SECOND    CLASS 0
 CT0305
 CT0305.The horizontal coordinates were scaled from a topographic map and have
 CT0305.an estimated accuracy of +/- 6 seconds.
 CT0305
 CT0305.The orthometric height was determined by differential leveling
 CT0305.and adjusted by the National Geodetic Survey in June 1991..
 CT0305
 CT0305.The geoid height was determined by GEOID03.
 CT0305
 CT0305.The dynamic height is computed by dividing the NAVD 88
 CT0305.geopotential number by the normal gravity value computed on the
 CT0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0305.degrees latitude (g = 980.6199 gals.).
 CT0305
 CT0305.The modeled gravity was interpolated from observed gravity values.
 CT0305
 CT0305;                    North         East    Units  Estimated Accuracy
 CT0305;SPC TXNC     - 2,123,060.      563,360.      MT  (+/- 180 meters Scaled)
 CT0305
 CT0305                          SUPERSEDED SURVEY CONTROL
 CT0305
 CT0305  NGVD 29 (??/??/92)  361.277  (m)         1185.29   (f) ADJ UNCH    2 0
 CT0305
 CT0305.Superseded values are not recommended for survey control.
 CT0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0305.See file dsdata.txt to determine how the superseded data were derived.
 CT0305
 CT0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB101264(NAD 83)
 CT0305_MARKER: DB = BENCH MARK DISK
 CT0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0305_STAMPING: U 191 1933
 CT0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0305+STABILITY: SURFACE MOTION
 CT0305
 CT0305  HISTORY     - Date     Condition        Report By
 CT0305  HISTORY     - 1933     MONUMENTED       CGS
 CT0305  HISTORY     - 1957     GOOD             NGS
 CT0305  HISTORY     - 1984     MARK NOT FOUND   NGS
 CT0305
 CT0305                          STATION DESCRIPTION
 CT0305
 CT0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0305'1.8 MI N FROM BRECKENRIDGE.
 CT0305'1.8 MILES NORTH ALONG THE WICHITA FALLS AND SOUTHERN RAILROAD FROM
 CT0305'BRECKENRIDGE, STEPHENS COUNTY, 10 FEET SOUTHEAST OF MILEPOST 102, AND
 CT0305'38 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 CT0305'STAMPED U 191 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PART
 CT0305'OF THE TOP OF THE CONCRETE POST WAS FOUND TO BE BROKEN OFF BUT THE
 CT0305'DISK WAS SOLID.
 CT0305
 CT0305                          STATION RECOVERY (1984)
 CT0305
 CT0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0788 ***********************************************************************
 CT0788  DESIGNATION -  U 192
 CT0788  PID         -  CT0788
 CT0788  STATE/COUNTY-  TX/JONES
 CT0788  USGS QUAD   -  LUEDERS EAST (1987)
 CT0788
 CT0788                         *CURRENT SURVEY CONTROL
 CT0788  ___________________________________________________________________
 CT0788* NAD 83(1986)-  32 48 01.     (N)    099 37 30.     (W)     SCALED    
 CT0788* NAVD 88     -       477.723  (meters)    1567.33   (feet)  ADJUSTED  
 CT0788  ___________________________________________________________________
 CT0788  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0788  DYNAMIC HT  -         477.113 (meters)    1565.33  (feet)  COMP
 CT0788  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 CT0788
 CT0788  VERT ORDER  -  SECOND    CLASS 0
 CT0788
 CT0788.The horizontal coordinates were scaled from a topographic map and have
 CT0788.an estimated accuracy of +/- 6 seconds.
 CT0788
 CT0788.The orthometric height was determined by differential leveling
 CT0788.and adjusted by the National Geodetic Survey in June 1991..
 CT0788
 CT0788.The geoid height was determined by GEOID03.
 CT0788
 CT0788.The dynamic height is computed by dividing the NAVD 88
 CT0788.geopotential number by the normal gravity value computed on the
 CT0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0788.degrees latitude (g = 980.6199 gals.).
 CT0788
 CT0788.The modeled gravity was interpolated from observed gravity values.
 CT0788
 CT0788;                    North         East    Units  Estimated Accuracy
 CT0788;SPC TXNC     - 2,126,270.      494,640.      MT  (+/- 180 meters Scaled)
 CT0788
 CT0788                          SUPERSEDED SURVEY CONTROL
 CT0788
 CT0788  NGVD 29 (??/??/92)  477.579  (m)         1566.86   (f) ADJ UNCH    2 0
 CT0788
 CT0788.Superseded values are not recommended for survey control.
 CT0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0788.See file dsdata.txt to determine how the superseded data were derived.
 CT0788
 CT0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB414293(NAD 83)
 CT0788_MARKER: DB = BENCH MARK DISK
 CT0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0788_STAMPING: U 192 1933
 CT0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0788+STABILITY: SURFACE MOTION
 CT0788
 CT0788  HISTORY     - Date     Condition        Report By
 CT0788  HISTORY     - 1933     MONUMENTED       CGS
 CT0788  HISTORY     - 1957     GOOD             NGS
 CT0788
 CT0788                          STATION DESCRIPTION
 CT0788
 CT0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0788'IN LUEDERS.
 CT0788'AT LUEDERS, JONES COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 CT0788'TEXAS, 200 FEET EAST OF THE STATION, 100 FEET WEST OF A ROAD CROSSING,
 CT0788'AND 60 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK.
 CT0788'STAMPED U 192 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0225 ***********************************************************************
 CT0225  DESIGNATION -  U 193
 CT0225  PID         -  CT0225
 CT0225  STATE/COUNTY-  TX/COMANCHE
 CT0225  USGS QUAD   -  GORMAN (1968)
 CT0225
 CT0225                         *CURRENT SURVEY CONTROL
 CT0225  ___________________________________________________________________
 CT0225* NAD 83(1986)-  32 12 07.     (N)    098 39 26.     (W)     SCALED    
 CT0225* NAVD 88     -       436.302  (meters)    1431.43   (feet)  ADJUSTED  
 CT0225  ___________________________________________________________________
 CT0225  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CT0225  DYNAMIC HT  -         435.746 (meters)    1429.61  (feet)  COMP
 CT0225  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 CT0225
 CT0225  VERT ORDER  -  SECOND    CLASS 0
 CT0225
 CT0225.The horizontal coordinates were scaled from a topographic map and have
 CT0225.an estimated accuracy of +/- 6 seconds.
 CT0225
 CT0225.The orthometric height was determined by differential leveling
 CT0225.and adjusted by the National Geodetic Survey in June 1991..
 CT0225
 CT0225.The geoid height was determined by GEOID03.
 CT0225
 CT0225.The dynamic height is computed by dividing the NAVD 88
 CT0225.geopotential number by the normal gravity value computed on the
 CT0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0225.degrees latitude (g = 980.6199 gals.).
 CT0225
 CT0225.The modeled gravity was interpolated from observed gravity values.
 CT0225
 CT0225;                    North         East    Units  Estimated Accuracy
 CT0225;SPC TX C     - 3,282,260.      858,040.      MT  (+/- 180 meters Scaled)
 CT0225
 CT0225                          SUPERSEDED SURVEY CONTROL
 CT0225
 CT0225  NGVD 29 (??/??/92)  436.202  (m)         1431.11   (f) ADJ UNCH    2 0
 CT0225
 CT0225.Superseded values are not recommended for survey control.
 CT0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0225.See file dsdata.txt to determine how the superseded data were derived.
 CT0225
 CT0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA323628(NAD 83)
 CT0225_MARKER: DB = BENCH MARK DISK
 CT0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0225_SP_SET: BRIDGE ABUTMENT
 CT0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0225
 CT0225  HISTORY     - Date     Condition        Report By
 CT0225  HISTORY     - UNK      MONUMENTED       CGS
 CT0225  HISTORY     - 1933     GOOD             NGS
 CT0225
 CT0225                          STATION DESCRIPTION
 CT0225
 CT0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0225'1.0 MI E FROM GORMAN.
 CT0225'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD, IN SOUTH END OF EAST
 CT0225'ABUTMENT OF RAILROAD BRIDGE 128.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0146 ***********************************************************************
 CT0146  DESIGNATION -  U 194
 CT0146  PID         -  CT0146
 CT0146  STATE/COUNTY-  TX/ERATH
 CT0146  USGS QUAD   -  CLAIRETTE (1979)
 CT0146
 CT0146                         *CURRENT SURVEY CONTROL
 CT0146  ___________________________________________________________________
 CT0146* NAD 83(1986)-  32 01 39.     (N)    098 05 54.     (W)     SCALED    
 CT0146* NAVD 88     -       322.688  (meters)    1058.69   (feet)  ADJUSTED  
 CT0146  ___________________________________________________________________
 CT0146  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CT0146  DYNAMIC HT  -         322.279 (meters)    1057.34  (feet)  COMP
 CT0146  MODELED GRAV-     979,364.0   (mgal)                       NAVD 88
 CT0146
 CT0146  VERT ORDER  -  SECOND    CLASS 0
 CT0146
 CT0146.The horizontal coordinates were scaled from a topographic map and have
 CT0146.an estimated accuracy of +/- 6 seconds.
 CT0146
 CT0146.The orthometric height was determined by differential leveling
 CT0146.and adjusted by the National Geodetic Survey in June 1991..
 CT0146
 CT0146.The geoid height was determined by GEOID03.
 CT0146
 CT0146.The dynamic height is computed by dividing the NAVD 88
 CT0146.geopotential number by the normal gravity value computed on the
 CT0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0146.degrees latitude (g = 980.6199 gals.).
 CT0146
 CT0146.The modeled gravity was interpolated from observed gravity values.
 CT0146
 CT0146;                    North         East    Units  Estimated Accuracy
 CT0146;SPC TXNC     - 2,040,090.      637,940.      MT  (+/- 180 meters Scaled)
 CT0146
 CT0146                          SUPERSEDED SURVEY CONTROL
 CT0146
 CT0146  NGVD 29 (??/??/92)  322.616  (m)         1058.45   (f) ADJ UNCH    2 0
 CT0146
 CT0146.Superseded values are not recommended for survey control.
 CT0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0146.See file dsdata.txt to determine how the superseded data were derived.
 CT0146
 CT0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA851438(NAD 83)
 CT0146_MARKER: DB = BENCH MARK DISK
 CT0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0146_STAMPING: U 194 1933 1058.449
 CT0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0146+STABILITY: SURFACE MOTION
 CT0146
 CT0146  HISTORY     - Date     Condition        Report By
 CT0146  HISTORY     - 1933     MONUMENTED       CGS
 CT0146  HISTORY     - 1954     GOOD             NGS
 CT0146  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0146
 CT0146                          STATION DESCRIPTION
 CT0146
 CT0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0146'1.9 MI S FROM CLAIRETTE.
 CT0146'ABOUT 1.9 MILES EAST ALONG THE M.K.T.R.R. FROM THE RAILROAD CROSSING
 CT0146'AT CLAIRETTE, ERATH COUNTY, ABOUT 4 POLES WEST OF MILEPOST 90, 48 FEET
 CT0146'NORTH OF THE CENTERLINE OF THE TRACKS, 20 FEET EAST OF A FARM LANE
 CT0146'WHICH DEADENDS AT THE TRACKS, 10 FEET EAST OF A FENCE CORNER AND 1/4
 CT0146'MILE EAST OF A GRAVEL ROAD AND A FARM HOUSE.  THIS MARK IS ABOUT 1
 CT0146'MILE WEST OF HIGHWAY NO. 6 AND IS REACHED BY GOING SOUTH FROM THE
 CT0146'HIGHWAY ABOUT 0.5 MILE EAST OF CLAIRETTE ON A GRAVEL ROAD ABOUT 2.0
 CT0146'MILES TO THE FARM LANE ON THE LEFT WHICH LEADS EAST 1/4 MILE TO THE
 CT0146'TRACKS AND THE MARK.  A STANDARD DISK STAMPED AS ABOVE AND SET IN THE
 CT0146'TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 CT0146
 CT0146                          STATION RECOVERY (1995)
 CT0146
 CT0146'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0767 ***********************************************************************
 BZ0767  DESIGNATION -  U 195
 BZ0767  PID         -  BZ0767
 BZ0767  STATE/COUNTY-  TX/HILL
 BZ0767  USGS QUAD   -  PEORIA (1976)
 BZ0767
 BZ0767                         *CURRENT SURVEY CONTROL
 BZ0767  ___________________________________________________________________
 BZ0767* NAD 83(1986)-  31 58 44.     (N)    097 14 27.     (W)     SCALED    
 BZ0767* NAVD 88     -       180.993  (meters)     593.81   (feet)  ADJUSTED  
 BZ0767  ___________________________________________________________________
 BZ0767  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BZ0767  DYNAMIC HT  -         180.769 (meters)     593.07  (feet)  COMP
 BZ0767  MODELED GRAV-     979,401.3   (mgal)                       NAVD 88
 BZ0767
 BZ0767  VERT ORDER  -  SECOND    CLASS 0
 BZ0767
 BZ0767.The horizontal coordinates were scaled from a topographic map and have
 BZ0767.an estimated accuracy of +/- 6 seconds.
 BZ0767
 BZ0767.The orthometric height was determined by differential leveling
 BZ0767.and adjusted by the National Geodetic Survey in June 1991..
 BZ0767
 BZ0767.The geoid height was determined by GEOID03.
 BZ0767
 BZ0767.The dynamic height is computed by dividing the NAVD 88
 BZ0767.geopotential number by the normal gravity value computed on the
 BZ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0767.degrees latitude (g = 980.6199 gals.).
 BZ0767
 BZ0767.The modeled gravity was interpolated from observed gravity values.
 BZ0767
 BZ0767;                    North         East    Units  Estimated Accuracy
 BZ0767;SPC TXNC     - 2,035,340.      719,010.      MT  (+/- 180 meters Scaled)
 BZ0767
 BZ0767                          SUPERSEDED SURVEY CONTROL
 BZ0767
 BZ0767  NGVD 29 (??/??/92)  180.955  (m)          593.68   (f) ADJ UNCH    2 0
 BZ0767
 BZ0767.Superseded values are not recommended for survey control.
 BZ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0767.See file dsdata.txt to determine how the superseded data were derived.
 BZ0767
 BZ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA662394(NAD 83)
 BZ0767_MARKER: DB = BENCH MARK DISK
 BZ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0767_STAMPING: U 195 1933 593.683
 BZ0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0767+STABILITY: SURFACE MOTION
 BZ0767
 BZ0767  HISTORY     - Date     Condition        Report By
 BZ0767  HISTORY     - 1933     MONUMENTED       CGS
 BZ0767  HISTORY     - 1951     GOOD             NGS
 BZ0767  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0767  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0767
 BZ0767                          STATION DESCRIPTION
 BZ0767
 BZ0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ0767'01.2 MI W FROM PEORIA.
 BZ0767'IT IS ABOUT 01.2 MILES WEST ALONG THE OLD ROUTE OF STATE HIGHWAY NO.
 BZ0767'22, FROM PEORIA WHICH IS A VILLAGE 05.5 MILES WEST OF HILLSBORO ON
 BZ0767'STATE HIGHWAY NO. 22.  IT IS 25 FEET NORTH OF THE CENTERLINE OF THE
 BZ0767'DIRT ROAD, 3 FEET EAST OF A FENCE CORNER 00.1 MILE WEST OF AN OLD
 BZ0767'UNPAINTED HOUSE AND ABOUT 1/4 MILE SOUTHEAST OF THE HIGHWAY BRIDGE
 BZ0767'CROSSING AQUILLA CREEK.  IT IS ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 BZ0767'ROAD AND PROJECTS ABOUT 3 INCHES.  A STANDARD DISK STAMPED U 195 1933
 BZ0767'593.683 AND SET IN THE TOP OF A CONCRETE MONUMENT.
 BZ0767
 BZ0767                          STATION RECOVERY (1999)
 BZ0767
 BZ0767'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0767'MARK NOT FOUND.
 BZ0767
 BZ0767                          STATION RECOVERY (2003)
 BZ0767
 BZ0767'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0392 ***********************************************************************
 BM0392  DESIGNATION -  U 196
 BM0392  PID         -  BM0392
 BM0392  STATE/COUNTY-  TX/MILAM
 BM0392  USGS QUAD   -  ROCKDALE WEST (1989)
 BM0392
 BM0392                         *CURRENT SURVEY CONTROL
 BM0392  ___________________________________________________________________
 BM0392* NAD 83(1986)-  30 38 34.     (N)    097 02 52.     (W)     SCALED    
 BM0392* NAVD 88     -       150.40   (+/-2cm)     493.4    (feet)  VERTCON   
 BM0392  ___________________________________________________________________
 BM0392  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0392
 BM0392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0392
 BM0392.The horizontal coordinates were scaled from a topographic map and have
 BM0392.an estimated accuracy of +/- 6 seconds.
 BM0392
 BM0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0392.The vertical order pertains to the NGVD 29 superseded value.
 BM0392
 BM0392.The geoid height was determined by GEOID03.
 BM0392
 BM0392;                    North         East    Units  Estimated Accuracy
 BM0392;SPC TX C     - 3,112,860.    1,014,870.      MT  (+/- 180 meters Scaled)
 BM0392
 BM0392                          SUPERSEDED SURVEY CONTROL
 BM0392
 BM0392  NGVD 29 (??/??/92)  150.336  (m)          493.23   (f) ADJ UNCH    2 0
 BM0392
 BM0392.Superseded values are not recommended for survey control.
 BM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0392.See file dsdata.txt to determine how the superseded data were derived.
 BM0392
 BM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU870916(NAD 83)
 BM0392_MARKER: DB = BENCH MARK DISK
 BM0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0392_STAMPING: 493.339 U 196 1933
 BM0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0392+STABILITY: SURFACE MOTION
 BM0392
 BM0392  HISTORY     - Date     Condition        Report By
 BM0392  HISTORY     - 1933     MONUMENTED       CGS
 BM0392  HISTORY     - 1935     GOOD             NGS
 BM0392  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0392
 BM0392                          STATION DESCRIPTION
 BM0392
 BM0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0392'3.3 MI SW FROM ROCKDALE.
 BM0392'3.3 MILES SOUTHWEST ALONG THE MISSOURI-PACIFIC RAILROAD (FORMERLY THE
 BM0392'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM ROCKDALE, MILAM COUNTY,
 BM0392'0.1 MILE EAST OF POLE 122/10, 65 FEET SOUTHWEST OF A ROAD CROSSING, 52
 BM0392'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTH OF THE
 BM0392'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 BM0392
 BM0392                          STATION RECOVERY (1935)
 BM0392
 BM0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0392'RECOVERED IN GOOD CONDITION.
 BM0392
 BM0392                          STATION RECOVERY (1999)
 BM0392
 BM0392'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0397 ***********************************************************************
 BZ0397  DESIGNATION -  U 197
 BZ0397  PID         -  BZ0397
 BZ0397  STATE/COUNTY-  TX/ROBERTSON
 BZ0397  USGS QUAD   -  FRANKLIN (1982)
 BZ0397
 BZ0397                         *CURRENT SURVEY CONTROL
 BZ0397  ___________________________________________________________________
 BZ0397* NAD 83(1986)-  31 04 06.     (N)    096 24 53.     (W)     SCALED    
 BZ0397* NAVD 88     -       126.24   (+/-2cm)     414.2    (feet)  VERTCON   
 BZ0397  ___________________________________________________________________
 BZ0397  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BZ0397
 BZ0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0397
 BZ0397.The horizontal coordinates were scaled from a topographic map and have
 BZ0397.an estimated accuracy of +/- 6 seconds.
 BZ0397
 BZ0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0397.The vertical order pertains to the NGVD 29 superseded value.
 BZ0397
 BZ0397.The geoid height was determined by GEOID03.
 BZ0397
 BZ0397;                    North         East    Units  Estimated Accuracy
 BZ0397;SPC TX C     - 3,161,970.    1,073,860.      MT  (+/- 180 meters Scaled)
 BZ0397
 BZ0397                          SUPERSEDED SURVEY CONTROL
 BZ0397
 BZ0397  NGVD 29 (??/??/92)  126.204  (m)          414.05   (f) ADJ UNCH    2 0
 BZ0397
 BZ0397.Superseded values are not recommended for survey control.
 BZ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0397.See file dsdata.txt to determine how the superseded data were derived.
 BZ0397
 BZ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV466400(NAD 83)
 BZ0397_MARKER: DB = BENCH MARK DISK
 BZ0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0397_SP_SET: CULVERT
 BZ0397_STAMPING: 414.044 U 197 1933
 BZ0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0397
 BZ0397  HISTORY     - Date     Condition        Report By
 BZ0397  HISTORY     - 1933     MONUMENTED       CGS
 BZ0397  HISTORY     - 1942     GOOD             NGS
 BZ0397  HISTORY     - 19940820 GOOD             USPSQD
 BZ0397
 BZ0397                          STATION DESCRIPTION
 BZ0397
 BZ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0397'3.2 MI SW FROM EASTERLY.
 BZ0397'3.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0397'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM EASTERLY, ROBERTSON
 BZ0397'COUNTY, AT POLE 71/15, 3-1/2 POLES NORTHEAST OF A COUNTY ROAD CROSSING
 BZ0397'ON THE NORTHWEST SIDE OF THE TRACK, AT A CULVERT, AND IN THE CENTER OF
 BZ0397'THE TOP OF THE CONCRETE HEADWALL.
 BZ0397
 BZ0397                          STATION RECOVERY (1942)
 BZ0397
 BZ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BZ0397'RECOVERED IN GOOD CONDITION.
 BZ0397
 BZ0397                          STATION RECOVERY (1994)
 BZ0397
 BZ0397'RECOVERY NOTE BY US POWER SQUADRON 1994
 BZ0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0994 ***********************************************************************
 BZ0994  DESIGNATION -  U 198
 BZ0994  PID         -  BZ0994
 BZ0994  STATE/COUNTY-  TX/CORYELL
 BZ0994  USGS QUAD   -  GATESVILLE EAST (1994)
 BZ0994
 BZ0994                         *CURRENT SURVEY CONTROL
 BZ0994  ___________________________________________________________________
 BZ0994* NAD 83(1986)-  31 22 58.     (N)    097 40 07.     (W)     SCALED    
 BZ0994* NAVD 88     -       215.278  (meters)     706.29   (feet)  ADJUSTED  
 BZ0994  ___________________________________________________________________
 BZ0994  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BZ0994  DYNAMIC HT  -         214.994 (meters)     705.36  (feet)  COMP
 BZ0994  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 BZ0994
 BZ0994  VERT ORDER  -  SECOND    CLASS 0
 BZ0994
 BZ0994.The horizontal coordinates were scaled from a topographic map and have
 BZ0994.an estimated accuracy of +/- 6 seconds.
 BZ0994
 BZ0994.The orthometric height was determined by differential leveling
 BZ0994.and adjusted by the National Geodetic Survey in June 1991..
 BZ0994
 BZ0994.The geoid height was determined by GEOID03.
 BZ0994
 BZ0994.The dynamic height is computed by dividing the NAVD 88
 BZ0994.geopotential number by the normal gravity value computed on the
 BZ0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0994.degrees latitude (g = 980.6199 gals.).
 BZ0994
 BZ0994.The modeled gravity was interpolated from observed gravity values.
 BZ0994
 BZ0994;                    North         East    Units  Estimated Accuracy
 BZ0994;SPC TX C     - 3,193,280.      953,420.      MT  (+/- 180 meters Scaled)
 BZ0994
 BZ0994                          SUPERSEDED SURVEY CONTROL
 BZ0994
 BZ0994  NGVD 29 (??/??/92)  215.225  (m)          706.12   (f) ADJ UNCH    2 0
 BZ0994
 BZ0994.Superseded values are not recommended for survey control.
 BZ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0994.See file dsdata.txt to determine how the superseded data were derived.
 BZ0994
 BZ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV265727(NAD 83)
 BZ0994_MARKER: DB = BENCH MARK DISK
 BZ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0994_STAMPING: U 198 1933
 BZ0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0994+STABILITY: SURFACE MOTION
 BZ0994
 BZ0994  HISTORY     - Date     Condition        Report By
 BZ0994  HISTORY     - 1933     MONUMENTED       CGS
 BZ0994  HISTORY     - 1957     GOOD             DOD
 BZ0994
 BZ0994                          STATION DESCRIPTION
 BZ0994
 BZ0994'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0994'5.7 MI SE FROM GATESVILLE.
 BZ0994'5.7 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0994'GATESVILLE, CORYELL COUNTY, 13 FEET WEST OF POLE 717+7, 38 FEET NORTH
 BZ0994'OF THE CENTERLINE OF THE TRACK, AND 7 FEET SOUTH OF THE RIGHT-OF-WAY
 BZ0994'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0800 ***********************************************************************
 BZ0800  DESIGNATION -  U 199
 BZ0800  PID         -  BZ0800
 BZ0800  STATE/COUNTY-  TX/BELL
 BZ0800  USGS QUAD   -  TEMPLE (1993)
 BZ0800
 BZ0800                         *CURRENT SURVEY CONTROL
 BZ0800  ___________________________________________________________________
 BZ0800* NAD 83(1986)-  31 03 20.     (N)    097 21 04.     (W)     SCALED    
 BZ0800* NAVD 88     -       195.036  (meters)     639.88   (feet)  ADJUSTED  
 BZ0800  ___________________________________________________________________
 BZ0800  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BZ0800  DYNAMIC HT  -         194.779 (meters)     639.04  (feet)  COMP
 BZ0800  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 BZ0800
 BZ0800  VERT ORDER  -  FIRST     CLASS II
 BZ0800
 BZ0800.The horizontal coordinates were scaled from a topographic map and have
 BZ0800.an estimated accuracy of +/- 6 seconds.
 BZ0800
 BZ0800.The orthometric height was determined by differential leveling
 BZ0800.and adjusted by the National Geodetic Survey in June 1991..
 BZ0800
 BZ0800.The geoid height was determined by GEOID03.
 BZ0800
 BZ0800.The dynamic height is computed by dividing the NAVD 88
 BZ0800.geopotential number by the normal gravity value computed on the
 BZ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0800.degrees latitude (g = 980.6199 gals.).
 BZ0800
 BZ0800.The modeled gravity was interpolated from observed gravity values.
 BZ0800
 BZ0800;                    North         East    Units  Estimated Accuracy
 BZ0800;SPC TX C     - 3,157,780.      984,580.      MT  (+/- 180 meters Scaled)
 BZ0800
 BZ0800                          SUPERSEDED SURVEY CONTROL
 BZ0800
 BZ0800  NGVD 29 (??/??/92)  194.969  (m)          639.66   (f) ADJ UNCH    1 2
 BZ0800
 BZ0800.Superseded values are not recommended for survey control.
 BZ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0800.See file dsdata.txt to determine how the superseded data were derived.
 BZ0800
 BZ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV573369(NAD 83)
 BZ0800_MARKER: DB = BENCH MARK DISK
 BZ0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0800_STAMPING: U-199 1933
 BZ0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0800+STABILITY: SURFACE MOTION
 BZ0800
 BZ0800  HISTORY     - Date     Condition        Report By
 BZ0800  HISTORY     - 1933     MONUMENTED       CGS
 BZ0800  HISTORY     - 1938     GOOD             NGS
 BZ0800  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0800  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ0800  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0800  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0800
 BZ0800                          STATION DESCRIPTION
 BZ0800
 BZ0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0800'2.7 MI S FROM TEMPLE.
 BZ0800'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, 240 YARDS NORTH OF MILEPOST
 BZ0800'883, 26 FEET SOUTH ROAD CROSSING, 42 FEET EAST OF CENTER OF TRACK,
 BZ0800'INSIDE RIGHT OF WAY 8 FEET SOUTHWEST OF FENCE CORNER.
 BZ0800
 BZ0800                          STATION RECOVERY (1938)
 BZ0800
 BZ0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BZ0800'RECOVERED IN GOOD CONDITION.
 BZ0800
 BZ0800                          STATION RECOVERY (1980)
 BZ0800
 BZ0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0800'SEARCHED FOR, NOT RECOVERED.
 BZ0800
 BZ0800                          STATION RECOVERY (1995)
 BZ0800
 BZ0800'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0800'MARK NOT FOUND.
 BZ0800
 BZ0800                          STATION RECOVERY (2001)
 BZ0800
 BZ0800'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ0800'MARK NOT FOUND.
 BZ0800
 BZ0800                          STATION RECOVERY (2003)
 BZ0800
 BZ0800'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0312 ***********************************************************************
 AB0312  DESIGNATION -  U 2
 AB0312  PID         -  AB0312
 AB0312  STATE/COUNTY-  TX/CAMERON
 AB0312  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0312
 AB0312                         *CURRENT SURVEY CONTROL
 AB0312  ___________________________________________________________________
 AB0312* NAD 83(1986)-  26 06 15.     (N)    097 20 56.     (W)     SCALED    
 AB0312* NAVD 88     -         2.683  (meters)       8.80   (feet)  ADJUSTED  
 AB0312  ___________________________________________________________________
 AB0312  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AB0312  DYNAMIC HT  -           2.678 (meters)       8.79  (feet)  COMP
 AB0312  MODELED GRAV-     979,057.5   (mgal)                       NAVD 88
 AB0312
 AB0312  VERT ORDER  -  FIRST     CLASS II
 AB0312
 AB0312.The horizontal coordinates were scaled from a topographic map and have
 AB0312.an estimated accuracy of +/- 6 seconds.
 AB0312
 AB0312.The orthometric height was determined by differential leveling
 AB0312.and adjusted by the National Geodetic Survey in June 1991..
 AB0312
 AB0312.The geoid height was determined by GEOID03.
 AB0312
 AB0312.The dynamic height is computed by dividing the NAVD 88
 AB0312.geopotential number by the normal gravity value computed on the
 AB0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0312.degrees latitude (g = 980.6199 gals.).
 AB0312
 AB0312.The modeled gravity was interpolated from observed gravity values.
 AB0312
 AB0312;                    North         East    Units  Estimated Accuracy
 AB0312;SPC TX S     - 5,049,000.      415,150.      MT  (+/- 180 meters Scaled)
 AB0312
 AB0312                          SUPERSEDED SURVEY CONTROL
 AB0312
 AB0312  NGVD 29 (??/??/92)    2.785  (m)            9.14   (f) ADJ UNCH    1 2
 AB0312
 AB0312.Superseded values are not recommended for survey control.
 AB0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0312.See file dsdata.txt to determine how the superseded data were derived.
 AB0312
 AB0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP651882(NAD 83)
 AB0312_MARKER: DD = SURVEY DISK
 AB0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0312_STAMPING: U 2 8.94
 AB0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0312+STABILITY: SURFACE MOTION
 AB0312
 AB0312  HISTORY     - Date     Condition        Report By
 AB0312  HISTORY     - UNK      MONUMENTED
 AB0312  HISTORY     - 1951     GOOD             NGS
 AB0312
 AB0312                          STATION DESCRIPTION
 AB0312
 AB0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0312'10.25 MI W FROM PORT ISABEL.
 AB0312'9.25 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT
 AB0312'PORT ISABEL, THENCE 1.0 MILE NORTH ALONG BUENO VISTA ROAD, 39 FEET
 AB0312'EAST OF THE CENTER LINE OF THE ROAD, IN A FENCE LINE, 3.5 FEET NORTH
 AB0312'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AB0312'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0698 ***********************************************************************
 BM0698  DESIGNATION -  U 200
 BM0698  PID         -  BM0698
 BM0698  STATE/COUNTY-  TX/WILLIAMSON
 BM0698  USGS QUAD   -  LEANDER (1987)
 BM0698
 BM0698                         *CURRENT SURVEY CONTROL
 BM0698  ___________________________________________________________________
 BM0698* NAD 83(1986)-  30 34 35.     (N)    097 51 04.     (W)     SCALED    
 BM0698* NAVD 88     -       300.026  (meters)     984.34   (feet)  ADJUSTED  
 BM0698  ___________________________________________________________________
 BM0698  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BM0698  DYNAMIC HT  -         299.619 (meters)     983.00  (feet)  COMP
 BM0698  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 BM0698
 BM0698  VERT ORDER  -  SECOND    CLASS 0
 BM0698
 BM0698.The horizontal coordinates were scaled from a topographic map and have
 BM0698.an estimated accuracy of +/- 6 seconds.
 BM0698
 BM0698.The orthometric height was determined by differential leveling
 BM0698.and adjusted by the National Geodetic Survey in June 1991..
 BM0698
 BM0698.The geoid height was determined by GEOID03.
 BM0698
 BM0698.The dynamic height is computed by dividing the NAVD 88
 BM0698.geopotential number by the normal gravity value computed on the
 BM0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0698.degrees latitude (g = 980.6199 gals.).
 BM0698
 BM0698.The modeled gravity was interpolated from observed gravity values.
 BM0698
 BM0698;                    North         East    Units  Estimated Accuracy
 BM0698;SPC TX C     - 3,103,500.      938,060.      MT  (+/- 180 meters Scaled)
 BM0698
 BM0698                          SUPERSEDED SURVEY CONTROL
 BM0698
 BM0698  NGVD 29 (??/??/92)  299.951  (m)          984.09   (f) ADJ UNCH    2 0
 BM0698
 BM0698.Superseded values are not recommended for survey control.
 BM0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0698.See file dsdata.txt to determine how the superseded data were derived.
 BM0698
 BM0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU101832(NAD 83)
 BM0698_MARKER: DB = BENCH MARK DISK
 BM0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0698_SP_SET: BUILDING
 BM0698_STAMPING: U-200 1933
 BM0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0698
 BM0698  HISTORY     - Date     Condition        Report By
 BM0698  HISTORY     - 1933     MONUMENTED       CGS
 BM0698  HISTORY     - 1962     MARK NOT FOUND   USGS
 BM0698  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0698  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0698
 BM0698                          STATION DESCRIPTION
 BM0698
 BM0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0698'IN LEANDER.
 BM0698'IN LEANDER PUBLIC SCHOOL BUILDING, AT EAST END OF NORTH ENTRANCE.
 BM0698
 BM0698                          STATION RECOVERY (1962)
 BM0698
 BM0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BM0698'MARK NOT FOUND.
 BM0698
 BM0698                          STATION RECOVERY (1990)
 BM0698
 BM0698'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0698'MARK NOT FOUND.
 BM0698
 BM0698                          STATION RECOVERY (1999)
 BM0698
 BM0698'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0641 ***********************************************************************
 BM0641  DESIGNATION -  U 201
 BM0641  PID         -  BM0641
 BM0641  STATE/COUNTY-  TX/TRAVIS
 BM0641  USGS QUAD   -  OAK HILL (1988)
 BM0641
 BM0641                         *CURRENT SURVEY CONTROL
 BM0641  ___________________________________________________________________
 BM0641* NAD 83(1986)-  30 14 04.     (N)    097 48 40.     (W)     SCALED    
 BM0641* NAVD 88     -       208.448  (meters)     683.88   (feet)  ADJUSTED  
 BM0641  ___________________________________________________________________
 BM0641  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BM0641  DYNAMIC HT  -         208.161 (meters)     682.94  (feet)  COMP
 BM0641  MODELED GRAV-     979,261.5   (mgal)                       NAVD 88
 BM0641
 BM0641  VERT ORDER  -  FIRST     CLASS I
 BM0641
 BM0641.The horizontal coordinates were scaled from a topographic map and have
 BM0641.an estimated accuracy of +/- 6 seconds.
 BM0641
 BM0641.The orthometric height was determined by differential leveling
 BM0641.and adjusted by the National Geodetic Survey in June 1991..
 BM0641
 BM0641.The geoid height was determined by GEOID03.
 BM0641
 BM0641.The dynamic height is computed by dividing the NAVD 88
 BM0641.geopotential number by the normal gravity value computed on the
 BM0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0641.degrees latitude (g = 980.6199 gals.).
 BM0641
 BM0641.The modeled gravity was interpolated from observed gravity values.
 BM0641
 BM0641;                    North         East    Units  Estimated Accuracy
 BM0641;SPC TX C     - 3,065,700.      942,760.      MT  (+/- 180 meters Scaled)
 BM0641
 BM0641                          SUPERSEDED SURVEY CONTROL
 BM0641
 BM0641  NGVD 29 (??/??/92)  208.367  (m)          683.62   (f) ADJ UNCH    1 1
 BM0641
 BM0641.Superseded values are not recommended for survey control.
 BM0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0641.See file dsdata.txt to determine how the superseded data were derived.
 BM0641
 BM0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU143453(NAD 83)
 BM0641_MARKER: DB = BENCH MARK DISK
 BM0641_SETTING: 66 = SET IN ROCK OUTCROP
 BM0641_SP_SET: OUTCROP
 BM0641_STAMPING: U 201 1933
 BM0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0641+STABILITY: POSITION/ELEVATION WELL
 BM0641
 BM0641  HISTORY     - Date     Condition        Report By
 BM0641  HISTORY     - 1933     MONUMENTED       CGS
 BM0641  HISTORY     - 1973     GOOD             NGS
 BM0641  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BM0641  HISTORY     - 19860501 GOOD             USGS
 BM0641  HISTORY     - 19910719 MARK NOT FOUND   USPSQD
 BM0641  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0641  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 BM0641
 BM0641                          STATION DESCRIPTION
 BM0641
 BM0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0641'0.95 MI SW FROM AUSTIN.
 BM0641'ABOUT 0.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 71
 BM0641'FROM INTERSECTION OF HIGHWAYS, U.S. HIGHWAY 290 LOOP-360 AND 343 AT
 BM0641'AUSTIN AT JUNCTION WITH STEARNS ROAD AND SANDS MOTEL, 196.0 FEET NORTH
 BM0641'OF THE CENTER LINE OF THE U.S. HIGHWAY 290 STATE HIGHWAY 71, 54.0 FEET
 BM0641'WEST OF AND ACROSS STEARNS ROAD FROM A CHAIN LINK FENCE, 26.0 FEET
 BM0641'WEST OF THE CENTER LINE OF STEARNS ROAD, 28.0 FEET SOUTHEAST OF A
 BM0641'30-INCH CROOKED LIVE OAKTREE, 26.0 FEET SOUTHEAST OF A 12-INCH CEDAR
 BM0641'TREE UNDER OAK TREE, SET IN TOP OF A 2.0 X 20 FT. FLAT ROCK OUTCROP.
 BM0641'1-INCH UNDERGROUND.  NOTE-- ROCK IS NOT VERY DEEP. ABOUT 2.7 FEET
 BM0641'SOUTH OF A METAL WITNESS POST AND ABOUT 1.0 FEET BELOW LEVEL OF THE
 BM0641'ROAD.
 BM0641
 BM0641                          STATION RECOVERY (1983)
 BM0641
 BM0641'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0641'MARK NOT FOUND.
 BM0641
 BM0641                          STATION RECOVERY (1986)
 BM0641
 BM0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 BM0641'RECOVERED IN GOOD CONDITION.
 BM0641
 BM0641                          STATION RECOVERY (1991)
 BM0641
 BM0641'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0641'MARK NOT FOUND.
 BM0641
 BM0641                          STATION RECOVERY (1995)
 BM0641
 BM0641'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0641'MARK NOT FOUND.
 BM0641
 BM0641                          STATION RECOVERY (2003)
 BM0641
 BM0641'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0641'AREA IS COVERED WITH LAYER OF SOIL AND THICK SOD.  A NORTH-SOUTH
 BM0641'DISTANCE CAN'T BE ACCURATELY DETERMINED BECAUSE OF THE RELOCATION OF
 BM0641'U.S. 290 AND THE TREES REFERENCED ARE NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0098 ***********************************************************************
 BN0098  DESIGNATION -  U 202
 BN0098  PID         -  BN0098
 BN0098  STATE/COUNTY-  TX/BLANCO
 BN0098  USGS QUAD   -  JOHNSON CITY (1982)
 BN0098
 BN0098                         *CURRENT SURVEY CONTROL
 BN0098  ___________________________________________________________________
 BN0098* NAD 83(1986)-  30 16 15.     (N)    098 26 37.     (W)     SCALED    
 BN0098* NAVD 88     -       406.133  (meters)    1332.45   (feet)  POSTED    
 BN0098  ___________________________________________________________________
 BN0098  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 BN0098  DYNAMIC HT  -         405.570 (meters)    1330.61  (feet)  COMP
 BN0098  MODELED GRAV-     979,250.3   (mgal)                       NAVD 88
 BN0098
 BN0098  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0098
 BN0098.The horizontal coordinates were scaled from a topographic map and have
 BN0098.an estimated accuracy of +/- 6 seconds.
 BN0098
 BN0098.The orthometric height was determined by differential leveling
 BN0098.and adjusted by the National Geodetic Survey in 1992..
 BN0098.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0098.rate of 0.0 thru 1.0 mm/km.
 BN0098
 BN0098.The geoid height was determined by GEOID03.
 BN0098
 BN0098.The dynamic height is computed by dividing the NAVD 88
 BN0098.geopotential number by the normal gravity value computed on the
 BN0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0098.degrees latitude (g = 980.6199 gals.).
 BN0098
 BN0098.The modeled gravity was interpolated from observed gravity values.
 BN0098
 BN0098;                    North         East    Units  Estimated Accuracy
 BN0098;SPC TX C     - 3,068,520.      881,820.      MT  (+/- 180 meters Scaled)
 BN0098
 BN0098                          SUPERSEDED SURVEY CONTROL
 BN0098
 BN0098  NGVD 29 (??/??/92)  406.053  (m)         1332.19   (f) ADJ UNCH    2 0
 BN0098
 BN0098.Superseded values are not recommended for survey control.
 BN0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0098.See file dsdata.txt to determine how the superseded data were derived.
 BN0098
 BN0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU535489(NAD 83)
 BN0098_MARKER: DB = BENCH MARK DISK
 BN0098_SETTING: 66 = SET IN ROCK OUTCROP
 BN0098_SP_SET: ROCK OUTCROP
 BN0098_STAMPING: U 202 1933
 BN0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0098+STABILITY: POSITION/ELEVATION WELL
 BN0098
 BN0098  HISTORY     - Date     Condition        Report By
 BN0098  HISTORY     - 1933     MONUMENTED       CGS
 BN0098  HISTORY     - 1953     GOOD             NGS
 BN0098  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0098  HISTORY     - 19910318 MARK NOT FOUND   USPSQD
 BN0098
 BN0098                          STATION DESCRIPTION
 BN0098
 BN0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0098'2.1 MI W FROM JOHNSON CITY.
 BN0098'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0098'CITY, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 290, 145 FEET WEST OF
 BN0098'THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING NORTH, 53.5 FEET SOUTH
 BN0098'OF THE CENTER LINE OF THE HIGHWAY, 26.5 FEET EAST OF A TELEPHONE POLE,
 BN0098'3 FEET SOUTH OF A ROW OF POLES, 4 FEET SOUTH OF A FENCE, 4 FEET SOUTH
 BN0098'OF A WITNESS POST, 0.1 FOOT ABOVE THE GROUND, SET IN THE TOP OF A FLAT
 BN0098'LIMESTONE OUTCROP.
 BN0098
 BN0098                          STATION RECOVERY (1990)
 BN0098
 BN0098'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0098'MARK NOT FOUND.
 BN0098
 BN0098                          STATION RECOVERY (1991)
 BN0098
 BN0098'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0284 ***********************************************************************
 AJ0284  DESIGNATION -  U 203 RESET 1954
 AJ0284  PID         -  AJ0284
 AJ0284  STATE/COUNTY-  TX/BROOKS
 AJ0284  USGS QUAD   -  FALFURRIAS (1963)
 AJ0284
 AJ0284                         *CURRENT SURVEY CONTROL
 AJ0284  ___________________________________________________________________
 AJ0284* NAD 83(1986)-  27 13 31.     (N)    098 07 53.     (W)     SCALED    
 AJ0284* NAVD 88     -        33.95   (meters)     111.4    (feet)  RESET     
 AJ0284  ___________________________________________________________________
 AJ0284  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AJ0284
 AJ0284  VERT ORDER  -  THIRD
 AJ0284
 AJ0284.The horizontal coordinates were scaled from a topographic map and have
 AJ0284.an estimated accuracy of +/- 6 seconds.
 AJ0284
 AJ0284.The orthometric height was computed from unverified reset data.
 AJ0284
 AJ0284.The geoid height was determined by GEOID03.
 AJ0284
 AJ0284;                    North         East    Units  Estimated Accuracy
 AJ0284;SPC TX S     - 5,172,740.      336,510.      MT  (+/- 180 meters Scaled)
 AJ0284
 AJ0284                          SUPERSEDED SURVEY CONTROL
 AJ0284
 AJ0284.No superseded survey control is available for this station.
 AJ0284
 AJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR860116(NAD 83)
 AJ0284_MARKER: DB = BENCH MARK DISK
 AJ0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0284_SP_SET: BRIDGE
 AJ0284_STAMPING: U 203 RESET 1954
 AJ0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0284
 AJ0284  HISTORY     - Date     Condition        Report By
 AJ0284  HISTORY     - 1954     MONUMENTED       TXHD
 AJ0284  HISTORY     - 1954     GOOD             NGS
 AJ0284
 AJ0284                          STATION DESCRIPTION
 AJ0284
 AJ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AJ0284'0.8 MI E FROM FALFURRIAS.
 AJ0284'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY NO. 285 FROM THE COURT HOUSE
 AJ0284'AT FALFURRIAS, BROOKS COUNTY AT A CONCRETE BRIDGE, IN THE TOP OF THE
 AJ0284'NORTHWEST WINGWALL OF THE CIBOLO CREEK BRIDGE.  A STANDARD DISK
 AJ0284'STAMPED U 203 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0434 ***********************************************************************
 BZ0434  DESIGNATION -  U 204
 BZ0434  PID         -  BZ0434
 BZ0434  STATE/COUNTY-  TX/LEON
 BZ0434  USGS QUAD   -  NORMANGEE (1982)
 BZ0434
 BZ0434                         *CURRENT SURVEY CONTROL
 BZ0434  ___________________________________________________________________
 BZ0434* NAD 83(1986)-  31 01 45.     (N)    096 07 15.     (W)     SCALED    
 BZ0434* NAVD 88     -       118.31   (+/-2cm)     388.2    (feet)  VERTCON   
 BZ0434  ___________________________________________________________________
 BZ0434  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BZ0434
 BZ0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0434
 BZ0434.The horizontal coordinates were scaled from a topographic map and have
 BZ0434.an estimated accuracy of +/- 6 seconds.
 BZ0434
 BZ0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0434.The vertical order pertains to the NGVD 29 superseded value.
 BZ0434
 BZ0434.The geoid height was determined by GEOID03.
 BZ0434
 BZ0434;                    North         East    Units  Estimated Accuracy
 BZ0434;SPC TX C     - 3,158,650.    1,102,050.      MT  (+/- 180 meters Scaled)
 BZ0434
 BZ0434                          SUPERSEDED SURVEY CONTROL
 BZ0434
 BZ0434  NGVD 29 (??/??/92)  118.291  (m)          388.09   (f) ADJ UNCH    2 0
 BZ0434
 BZ0434.Superseded values are not recommended for survey control.
 BZ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0434.See file dsdata.txt to determine how the superseded data were derived.
 BZ0434
 BZ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV748363(NAD 83)
 BZ0434_MARKER: DB = BENCH MARK DISK
 BZ0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0434_SP_SET: BUILDING
 BZ0434_STAMPING: U-204 1933
 BZ0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0434
 BZ0434  HISTORY     - Date     Condition        Report By
 BZ0434  HISTORY     - 1933     MONUMENTED       CGS
 BZ0434  HISTORY     - 1947     GOOD             NGS
 BZ0434
 BZ0434                          STATION DESCRIPTION
 BZ0434
 BZ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0434'IN NORMANGEE.
 BZ0434'AT PUBLIC SCHOOL, 35 FEET NORTH OF BUILDING, SET VERTICAL IN SOUTH
 BZ0434'FACE OF AMERICAN LEGION WAR MEMORIAL, 1 1/2 FEET ABOVE GROUND.
 BZ0434
 BZ0434                          STATION RECOVERY (1947)
 BZ0434
 BZ0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0847 ***********************************************************************
 BL0847  DESIGNATION -  U 205
 BL0847  PID         -  BL0847
 BL0847  STATE/COUNTY-  TX/WALKER
 BL0847  USGS QUAD   -  PHELPS (1976)
 BL0847
 BL0847                         *CURRENT SURVEY CONTROL
 BL0847  ___________________________________________________________________
 BL0847* NAD 83(1986)-  30 42 18.     (N)    095 29 23.     (W)     SCALED    
 BL0847* NAVD 88     -       115.48   (+/-2cm)     378.9    (feet)  VERTCON   
 BL0847  ___________________________________________________________________
 BL0847  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BL0847
 BL0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0847
 BL0847.The horizontal coordinates were scaled from a topographic map and have
 BL0847.an estimated accuracy of +/- 6 seconds.
 BL0847
 BL0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0847.The vertical order pertains to the NGVD 29 superseded value.
 BL0847
 BL0847.The geoid height was determined by GEOID03.
 BL0847
 BL0847;                    North         East    Units  Estimated Accuracy
 BL0847;SPC TX C     - 3,125,200.    1,163,810.      MT  (+/- 180 meters Scaled)
 BL0847
 BL0847                          SUPERSEDED SURVEY CONTROL
 BL0847
 BL0847  NGVD 29 (??/??/92)  115.48   (m)          378.9    (f) COMPUTED    2 0
 BL0847
 BL0847.Superseded values are not recommended for survey control.
 BL0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0847.See file dsdata.txt to determine how the superseded data were derived.
 BL0847
 BL0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP615995(NAD 83)
 BL0847_MARKER: DB = BENCH MARK DISK
 BL0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0847_SP_SET: FOUNDATION
 BL0847_STAMPING: U-205
 BL0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0847
 BL0847  HISTORY     - Date     Condition        Report By
 BL0847  HISTORY     - UNK      MONUMENTED       CGS
 BL0847  HISTORY     - 1933     GOOD             NGS
 BL0847  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL0847
 BL0847                          STATION DESCRIPTION
 BL0847
 BL0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BL0847'3.0 MI W FROM PHELPS.
 BL0847'3.0 MILES WEST OF, ALONG INTERNATIONAL AND GREAT NORTHERN R. R. 350
 BL0847'YARDS WEST OF MILEPOST 3+0, 100 FEET NORTHWEST OF STATION POST MARKED
 BL0847'PATELLA, 70 FEET NORTH OF CENTER OF TRACK, SET IN TOP OF CONCRETE
 BL0847'FOUNDATION ORIGIONALLY USED FOR GASOLINE PUMPS.
 BL0847
 BL0847                          STATION RECOVERY (1961)
 BL0847
 BL0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0120 ***********************************************************************
 BM0120  DESIGNATION -  U 207
 BM0120  PID         -  BM0120
 BM0120  STATE/COUNTY-  TX/WASHINGTON
 BM0120  USGS QUAD   -  GAY HILL (1988)
 BM0120
 BM0120                         *CURRENT SURVEY CONTROL
 BM0120  ___________________________________________________________________
 BM0120* NAD 83(1986)-  30 16 22.     (N)    096 29 34.     (W)     SCALED    
 BM0120* NAVD 88     -       108.56   (+/-2cm)     356.2    (feet)  VERTCON   
 BM0120  ___________________________________________________________________
 BM0120  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BM0120
 BM0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0120
 BM0120.The horizontal coordinates were scaled from a topographic map and have
 BM0120.an estimated accuracy of +/- 6 seconds.
 BM0120
 BM0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0120.The vertical order pertains to the NGVD 29 superseded value.
 BM0120
 BM0120.The geoid height was determined by GEOID03.
 BM0120
 BM0120;                    North         East    Units  Estimated Accuracy
 BM0120;SPC TX C     - 3,073,570.    1,069,460.      MT  (+/- 180 meters Scaled)
 BM0120
 BM0120                          SUPERSEDED SURVEY CONTROL
 BM0120
 BM0120  NGVD 29 (??/??/92)  108.515  (m)          356.02   (f) ADJ UNCH    2 0
 BM0120
 BM0120.Superseded values are not recommended for survey control.
 BM0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0120.See file dsdata.txt to determine how the superseded data were derived.
 BM0120
 BM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU411516(NAD 83)
 BM0120_MARKER: DB = BENCH MARK DISK
 BM0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0120_STAMPING: U 207 1933 356.102
 BM0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0120+STABILITY: SURFACE MOTION
 BM0120
 BM0120  HISTORY     - Date     Condition        Report By
 BM0120  HISTORY     - 1933     MONUMENTED       CGS
 BM0120  HISTORY     - 1954     GOOD             NGS
 BM0120  HISTORY     - 19910624 MARK NOT FOUND   USPSQD
 BM0120  HISTORY     - 19940820 GOOD             USPSQD
 BM0120  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0120
 BM0120                          STATION DESCRIPTION
 BM0120
 BM0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0120'IN GAY HILL.
 BM0120'AT GAY HILL, 85 FEET EAST OF THE SOUTHEAST CORNER OF THE GULF,
 BM0120'COLORADO AND SANTA FE RAILROAD STATION, 45 FEET NORTHEAST OF THE
 BM0120'NORTHEAST RAIL, 3 FEET SOUTHWEST OF A FENCE, 3 FEET SOUTHEAST OF A
 BM0120'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BM0120'FOOT ABOVE THE GROUND.
 BM0120
 BM0120                          STATION RECOVERY (1991)
 BM0120
 BM0120'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0120'MARK NOT FOUND.
 BM0120
 BM0120                          STATION RECOVERY (1994)
 BM0120
 BM0120'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0120'RECOVERED IN GOOD CONDITION.
 BM0120
 BM0120                          STATION RECOVERY (1999)
 BM0120
 BM0120'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0200 ***********************************************************************
 BM0200  DESIGNATION -  U 208
 BM0200  PID         -  BM0200
 BM0200  STATE/COUNTY-  TX/AUSTIN
 BM0200  USGS QUAD   -  KENNEY (1989)
 BM0200
 BM0200                         *CURRENT SURVEY CONTROL
 BM0200  ___________________________________________________________________
 BM0200* NAD 83(1986)-  30 02 50.     (N)    096 19 24.     (W)     SCALED    
 BM0200* NAVD 88     -       115.69   (+/-2cm)     379.6    (feet)  VERTCON   
 BM0200  ___________________________________________________________________
 BM0200  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BM0200
 BM0200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0200
 BM0200.The horizontal coordinates were scaled from a topographic map and have
 BM0200.an estimated accuracy of +/- 6 seconds.
 BM0200
 BM0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0200.The vertical order pertains to the NGVD 29 superseded value.
 BM0200
 BM0200.The geoid height was determined by GEOID03.
 BM0200
 BM0200;                    North         East    Units  Estimated Accuracy
 BM0200;SPC TXSC     - 4,248,320.      858,100.      MT  (+/- 180 meters Scaled)
 BM0200
 BM0200                          SUPERSEDED SURVEY CONTROL
 BM0200
 BM0200  NGVD 29 (??/??/92)  115.657  (m)          379.45   (f) ADJ UNCH    2 0
 BM0200
 BM0200.Superseded values are not recommended for survey control.
 BM0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0200.See file dsdata.txt to determine how the superseded data were derived.
 BM0200
 BM0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU580270(NAD 83)
 BM0200_MARKER: DB = BENCH MARK DISK
 BM0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0200_STAMPING: U 208 1933 379.517
 BM0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0200+STABILITY: SURFACE MOTION
 BM0200
 BM0200  HISTORY     - Date     Condition        Report By
 BM0200  HISTORY     - 1933     MONUMENTED       CGS
 BM0200  HISTORY     - 1954     GOOD             NGS
 BM0200  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0200  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 BM0200
 BM0200                          STATION DESCRIPTION
 BM0200
 BM0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0200'0.15 MI SE FROM KENNEY.
 BM0200'0.15 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BM0200'FROM THE STATION AT KENNEY, 61.5 FEET NORTH OF THE NORTH RAIL, 92 FEET
 BM0200'NORTHWEST OF MILEPOST 116, 3 FEET WEST OF A WITNESS POST, SET IN THE
 BM0200'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0200'NOTE--1963 USGS REPORT- AT KENNEY, AUSTIN COUNTY, ON THE GULF,
 BM0200'COLORADO AND SANTA FE RAILWAY, 410 FEET SOUTHEAST AT THE CENTERLINE OF
 BM0200'A ROAD CROSSING, 69 FEET NORTHEAST OF MILEPOST 116, 63 FEET NORTHEAST
 BM0200'CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 BM0200'WITH THE GROUND.
 BM0200
 BM0200                          STATION RECOVERY (1999)
 BM0200
 BM0200'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0200'MARK NOT FOUND.
 BM0200
 BM0200                          STATION RECOVERY (2004)
 BM0200
 BM0200'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1638 ***********************************************************************
 AX1638  DESIGNATION -  U 209
 AX1638  PID         -  AX1638
 AX1638  STATE/COUNTY-  TX/LAVACA
 AX1638  USGS QUAD   -  SWEET HOME (1987)
 AX1638
 AX1638                         *CURRENT SURVEY CONTROL
 AX1638  ___________________________________________________________________
 AX1638* NAD 83(1986)-  29 18 44.     (N)    097 07 21.     (W)     SCALED    
 AX1638* NAVD 88     -        93.44   (+/-2cm)     306.6    (feet)  VERTCON   
 AX1638  ___________________________________________________________________
 AX1638  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1638
 AX1638  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1638
 AX1638.The horizontal coordinates were scaled from a topographic map and have
 AX1638.an estimated accuracy of +/- 6 seconds.
 AX1638
 AX1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1638.The vertical order pertains to the NGVD 29 superseded value.
 AX1638
 AX1638.The geoid height was determined by GEOID03.
 AX1638
 AX1638;                    North         East    Units  Estimated Accuracy
 AX1638;SPC TXSC     - 4,165,360.      782,360.      MT  (+/- 180 meters Scaled)
 AX1638
 AX1638                          SUPERSEDED SURVEY CONTROL
 AX1638
 AX1638  NGVD 29 (??/??/92)   93.437  (m)          306.55   (f) ADJ UNCH    2 0
 AX1638
 AX1638.Superseded values are not recommended for survey control.
 AX1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1638.See file dsdata.txt to determine how the superseded data were derived.
 AX1638
 AX1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT823440(NAD 83)
 AX1638_MARKER: DB = BENCH MARK DISK
 AX1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1638_STAMPING: U 209 1934 306.686
 AX1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1638+STABILITY: SURFACE MOTION
 AX1638
 AX1638  HISTORY     - Date     Condition        Report By
 AX1638  HISTORY     - 1934     MONUMENTED       CGS
 AX1638  HISTORY     - 1943     GOOD             NGS
 AX1638
 AX1638                          STATION DESCRIPTION
 AX1638
 AX1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1638'2.25 MI NE FROM YOAKUM.
 AX1638'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1638'STATION AT YOAKUM-- PROCEED 2.25 MILES NORTHEASTERLY ALONG THE
 AX1638'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS 38.5 FEET NORTHWEST OF
 AX1638'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF A DIRT ROAD PARALLELING THE
 AX1638'RAILROAD, 32.0 FEET SOUTHEAST OF AND ABOUT 1.5 FEET ABOVE THE
 AX1638'CENTERLINE OF TRACK.  IT IS 33.0 FEET SOUTHWEST OF THE FIRST POLE
 AX1638'(ABOUT 185.0 FEET) NORTHEAST OF MILEPOST 116, AND 3.5 FEET SOUTHWEST
 AX1638'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  A DISK
 AX1638'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0496 ***********************************************************************
 CC0496  DESIGNATION -  U 21
 CC0496  PID         -  CC0496
 CC0496  STATE/COUNTY-  TX/REEVES
 CC0496  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0496
 CC0496                         *CURRENT SURVEY CONTROL
 CC0496  ___________________________________________________________________
 CC0496* NAD 83(1986)-  31 43 07.     (N)    103 43 17.     (W)     SCALED    
 CC0496* NAVD 88     -       822.877  (meters)    2699.72   (feet)  ADJUSTED  
 CC0496  ___________________________________________________________________
 CC0496  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CC0496  DYNAMIC HT  -         821.662 (meters)    2695.74  (feet)  COMP
 CC0496  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 CC0496
 CC0496  VERT ORDER  -  FIRST     CLASS II
 CC0496
 CC0496.The horizontal coordinates were scaled from a topographic map and have
 CC0496.an estimated accuracy of +/- 6 seconds.
 CC0496
 CC0496.The orthometric height was determined by differential leveling
 CC0496.and adjusted by the National Geodetic Survey in June 1991..
 CC0496
 CC0496.The geoid height was determined by GEOID03.
 CC0496
 CC0496.The dynamic height is computed by dividing the NAVD 88
 CC0496.geopotential number by the normal gravity value computed on the
 CC0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0496.degrees latitude (g = 980.6199 gals.).
 CC0496
 CC0496.The modeled gravity was interpolated from observed gravity values.
 CC0496
 CC0496;                    North         East    Units  Estimated Accuracy
 CC0496;SPC TX C     - 3,232,370.      378,940.      MT  (+/- 180 meters Scaled)
 CC0496
 CC0496                          SUPERSEDED SURVEY CONTROL
 CC0496
 CC0496  NGVD 29 (??/??/92)  822.454  (m)         2698.33   (f) ADJ UNCH    1 2
 CC0496
 CC0496.Superseded values are not recommended for survey control.
 CC0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0496.See file dsdata.txt to determine how the superseded data were derived.
 CC0496
 CC0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR211099(NAD 83)
 CC0496_MARKER: DB = BENCH MARK DISK
 CC0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0496_STAMPING: U 21 1916 2698.735
 CC0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0496+STABILITY: SURFACE MOTION
 CC0496
 CC0496  HISTORY     - Date     Condition        Report By
 CC0496  HISTORY     - 1916     MONUMENTED       CGS
 CC0496  HISTORY     - 1957     GOOD             NGS
 CC0496
 CC0496                          STATION DESCRIPTION
 CC0496
 CC0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0496'6.1 MI NW FROM ARNO.
 CC0496'ABOUT 6.1 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0496'FROM THE SECTION FOREMANS HOUSE AT ARNO, 3 FEET NORTHEAST OF THE 3RD
 CC0496'POLE EAST OF MILEPOST 245, 27 1/2 FEET SOUTH OF THE SOUTH RAIL, 2 1/2
 CC0496'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 CC0496'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 CC0496'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0125 ***********************************************************************
 AX0125  DESIGNATION -  U 210
 AX0125  PID         -  AX0125
 AX0125  STATE/COUNTY-  TX/COLORADO
 AX0125  USGS QUAD   -  ALTAIR (1981)
 AX0125
 AX0125                         *CURRENT SURVEY CONTROL
 AX0125  ___________________________________________________________________
 AX0125* NAD 83(1986)-  29 34 27.     (N)    096 25 54.     (W)     SCALED    
 AX0125* NAVD 88     -        54.43   (+/-2cm)     178.6    (feet)  VERTCON   
 AX0125  ___________________________________________________________________
 AX0125  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0125
 AX0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0125
 AX0125.The horizontal coordinates were scaled from a topographic map and have
 AX0125.an estimated accuracy of +/- 6 seconds.
 AX0125
 AX0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0125.The vertical order pertains to the NGVD 29 superseded value.
 AX0125
 AX0125.The geoid height was determined by GEOID03.
 AX0125
 AX0125;                    North         East    Units  Estimated Accuracy
 AX0125;SPC TXSC     - 4,195,660.      848,810.      MT  (+/- 180 meters Scaled)
 AX0125
 AX0125                          SUPERSEDED SURVEY CONTROL
 AX0125
 AX0125  NGVD 29 (??/??/92)   54.418  (m)          178.54   (f) ADJ UNCH    2 0
 AX0125
 AX0125.Superseded values are not recommended for survey control.
 AX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0125.See file dsdata.txt to determine how the superseded data were derived.
 AX0125
 AX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT488743(NAD 83)
 AX0125_MARKER: DB = BENCH MARK DISK
 AX0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0125_STAMPING: 178.550 U 210 1934
 AX0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0125+STABILITY: SURFACE MOTION
 AX0125
 AX0125  HISTORY     - Date     Condition        Report By
 AX0125  HISTORY     - 1934     MONUMENTED       CGS
 AX0125
 AX0125                          STATION DESCRIPTION
 AX0125
 AX0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0125'6.4 MI W FROM EAGLE LAKE.
 AX0125'ABOUT 6.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0125'STATION AT EAGLE LAKE, COLORADO COUNTY, 66 FEET NORTH OF MILEPOST 68,
 AX0125'AND 39 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 AX0125'STAMPED 178.550 U 210 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0038 ***********************************************************************
 CB0038  DESIGNATION -  U 211
 CB0038  PID         -  CB0038
 CB0038  STATE/COUNTY-  TX/TOM GREEN
 CB0038  USGS QUAD   -  HARRIET (1984)
 CB0038
 CB0038                         *CURRENT SURVEY CONTROL
 CB0038  ___________________________________________________________________
 CB0038* NAD 83(1986)-  31 33 54.     (N)    100 16 22.     (W)     SCALED    
 CB0038* NAVD 88     -       552.071  (meters)    1811.25   (feet)  ADJUSTED  
 CB0038  ___________________________________________________________________
 CB0038  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CB0038  DYNAMIC HT  -         551.324 (meters)    1808.80  (feet)  COMP
 CB0038  MODELED GRAV-     979,268.8   (mgal)                       NAVD 88
 CB0038
 CB0038  VERT ORDER  -  SECOND    CLASS 0
 CB0038
 CB0038.The horizontal coordinates were scaled from a topographic map and have
 CB0038.an estimated accuracy of +/- 6 seconds.
 CB0038
 CB0038.The orthometric height was determined by differential leveling
 CB0038.and adjusted by the National Geodetic Survey in June 1991..
 CB0038
 CB0038.The geoid height was determined by GEOID03.
 CB0038
 CB0038.The dynamic height is computed by dividing the NAVD 88
 CB0038.geopotential number by the normal gravity value computed on the
 CB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0038.degrees latitude (g = 980.6199 gals.).
 CB0038
 CB0038.The modeled gravity was interpolated from observed gravity values.
 CB0038
 CB0038;                    North         East    Units  Estimated Accuracy
 CB0038;SPC TX C     - 3,210,450.      705,750.      MT  (+/- 180 meters Scaled)
 CB0038
 CB0038                          SUPERSEDED SURVEY CONTROL
 CB0038
 CB0038  NGVD 29 (??/??/92)  551.931  (m)         1810.79   (f) ADJ UNCH    2 0
 CB0038
 CB0038.Superseded values are not recommended for survey control.
 CB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0038.See file dsdata.txt to determine how the superseded data were derived.
 CB0038
 CB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV792929(NAD 83)
 CB0038_MARKER: DB = BENCH MARK DISK
 CB0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0038_STAMPING: 1810.748 U 211 1934
 CB0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0038+STABILITY: SURFACE MOTION
 CB0038
 CB0038  HISTORY     - Date     Condition        Report By
 CB0038  HISTORY     - 1934     MONUMENTED       CGS
 CB0038  HISTORY     - 1940     GOOD             NGS
 CB0038
 CB0038                          STATION DESCRIPTION
 CB0038
 CB0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0038'6.1 MI SW FROM MILES.
 CB0038'IN TOM GREEN COUNTY, 6.1 MILES SOUTHWEST ALONG THE GULF, COLORADO AND
 CB0038'SANTA FE RAILWAY FROM MILES, RUNNELS COUNTY, 100 FEET SOUTHWEST OF
 CB0038'MILEPOST 60, 37 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 12
 CB0038'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 CB0038'1810.748 U 211 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CB0038
 CB0038                          STATION RECOVERY (1940)
 CB0038
 CB0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0082 ***********************************************************************
 AX0082  DESIGNATION -  U 212
 AX0082  PID         -  AX0082
 AX0082  STATE/COUNTY-  TX/COLORADO
 AX0082  USGS QUAD   -  EAGLE LAKE (1981)
 AX0082
 AX0082                         *CURRENT SURVEY CONTROL
 AX0082  ___________________________________________________________________
 AX0082* NAD 83(1986)-  29 31 29.     (N)    096 19 44.     (W)     SCALED    
 AX0082* NAVD 88     -        52.20   (+/-2cm)     171.3    (feet)  VERTCON   
 AX0082  ___________________________________________________________________
 AX0082  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0082
 AX0082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0082
 AX0082.The horizontal coordinates were scaled from a topographic map and have
 AX0082.an estimated accuracy of +/- 6 seconds.
 AX0082
 AX0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0082.The vertical order pertains to the NGVD 29 superseded value.
 AX0082
 AX0082.The geoid height was determined by GEOID03.
 AX0082
 AX0082;                    North         East    Units  Estimated Accuracy
 AX0082;SPC TXSC     - 4,190,410.      858,890.      MT  (+/- 180 meters Scaled)
 AX0082
 AX0082                          SUPERSEDED SURVEY CONTROL
 AX0082
 AX0082  NGVD 29 (??/??/92)   52.188  (m)          171.22   (f) ADJ UNCH    2 0
 AX0082
 AX0082.Superseded values are not recommended for survey control.
 AX0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0082.See file dsdata.txt to determine how the superseded data were derived.
 AX0082
 AX0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT588690(NAD 83)
 AX0082_MARKER: DB = BENCH MARK DISK
 AX0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0082_STAMPING: 171.115 U 212 1934
 AX0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0082+STABILITY: SURFACE MOTION
 AX0082
 AX0082  HISTORY     - Date     Condition        Report By
 AX0082  HISTORY     - 1934     MONUMENTED       CGS
 AX0082  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0082
 AX0082                          STATION DESCRIPTION
 AX0082
 AX0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0082'1.0 MI N FROM MATTHEWS.
 AX0082'ABOUT 1.0 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AX0082'FROM THE STATION AT MATTHEWS, COLORADO COUNTY, ABOUT 0.2 MILE NORTH OF
 AX0082'MILE POLE 22, AT A GRAVEL-ROAD CROSSING, 46.5 FEET EAST OF THE CENTER
 AX0082'LINE OF THE TRACK, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 16.2
 AX0082'FEET SOUTHEAST OF POLE 151, 2.1 FEET SOUTH OF A WHITE WOODEN WITNESS
 AX0082'POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 AX0082'171.115 U 212 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX0082'ABOUT 0.3 FOOT ABOVE GROUND.
 AX0082
 AX0082                          STATION RECOVERY (1991)
 AX0082
 AX0082'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0648 ***********************************************************************
 CT0648  DESIGNATION -  U 212
 CT0648  PID         -  CT0648
 CT0648  STATE/COUNTY-  TX/RUNNELS
 CT0648  USGS QUAD   -  BRADSHAW (1967)
 CT0648
 CT0648                         *CURRENT SURVEY CONTROL
 CT0648  ___________________________________________________________________
 CT0648* NAD 83(1986)-  32 04 09.     (N)    099 55 27.     (W)     SCALED    
 CT0648* NAVD 88     -       581.894  (meters)    1909.10   (feet)  ADJUSTED  
 CT0648  ___________________________________________________________________
 CT0648  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CT0648  DYNAMIC HT  -         581.134 (meters)    1906.60  (feet)  COMP
 CT0648  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 CT0648
 CT0648  VERT ORDER  -  SECOND    CLASS 0
 CT0648
 CT0648.The horizontal coordinates were scaled from a topographic map and have
 CT0648.an estimated accuracy of +/- 6 seconds.
 CT0648
 CT0648.The orthometric height was determined by differential leveling
 CT0648.and adjusted by the National Geodetic Survey in June 1991..
 CT0648
 CT0648.The geoid height was determined by GEOID03.
 CT0648
 CT0648.The dynamic height is computed by dividing the NAVD 88
 CT0648.geopotential number by the normal gravity value computed on the
 CT0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0648.degrees latitude (g = 980.6199 gals.).
 CT0648
 CT0648.The modeled gravity was interpolated from observed gravity values.
 CT0648
 CT0648;                    North         East    Units  Estimated Accuracy
 CT0648;SPC TX C     - 3,266,420.      738,640.      MT  (+/- 180 meters Scaled)
 CT0648
 CT0648                          SUPERSEDED SURVEY CONTROL
 CT0648
 CT0648  NGVD 29 (??/??/92)  581.779  (m)         1908.72   (f) ADJ UNCH    2 0
 CT0648
 CT0648.Superseded values are not recommended for survey control.
 CT0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0648.See file dsdata.txt to determine how the superseded data were derived.
 CT0648
 CT0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA127484(NAD 83)
 CT0648_MARKER: DB = BENCH MARK DISK
 CT0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0648_STAMPING: 1908.526 U 212 1934
 CT0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0648+STABILITY: SURFACE MOTION
 CT0648
 CT0648  HISTORY     - Date     Condition        Report By
 CT0648  HISTORY     - 1934     MONUMENTED       CGS
 CT0648  HISTORY     - 1961     MARK NOT FOUND   NGS
 CT0648
 CT0648                          STATION DESCRIPTION
 CT0648
 CT0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0648'2.5 MI S FROM BRADSHAW.
 CT0648'IN RUNNELS COUNTY, 2.5 MILES SOUTH ALONG THE ABILENE AND SOUTHERN
 CT0648'RAILWAY FROM BRADSHAW, TAYLOR COUNTY, AT THE THIRD POLE NORTH OF
 CT0648'MILEPOST 24, ON THE SOUTH SIDE OF A CROSSROAD, AND IN THE WEST
 CT0648'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1908.526 U 212 1934 AND
 CT0648'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1281 ***********************************************************************
 AY1281  DESIGNATION -  U 213
 AY1281  PID         -  AY1281
 AY1281  STATE/COUNTY-  TX/UVALDE
 AY1281  USGS QUAD   -  SABINAL (1970)
 AY1281
 AY1281                         *CURRENT SURVEY CONTROL
 AY1281  ___________________________________________________________________
 AY1281* NAD 83(1986)-  29 20 36.     (N)    099 29 07.     (W)     SCALED    
 AY1281* NAVD 88     -       294.582  (meters)     966.47   (feet)  POSTED    
 AY1281  ___________________________________________________________________
 AY1281  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AY1281  DYNAMIC HT  -         294.150 (meters)     965.06  (feet)  COMP
 AY1281  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AY1281
 AY1281  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1281
 AY1281.The horizontal coordinates were scaled from a topographic map and have
 AY1281.an estimated accuracy of +/- 6 seconds.
 AY1281
 AY1281.The orthometric height was determined by differential leveling
 AY1281.and adjusted by the National Geodetic Survey in 1992..
 AY1281.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1281.rate of 1.1 thru 2.0 mm/km.
 AY1281
 AY1281.The geoid height was determined by GEOID03.
 AY1281
 AY1281.The dynamic height is computed by dividing the NAVD 88
 AY1281.geopotential number by the normal gravity value computed on the
 AY1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1281.degrees latitude (g = 980.6199 gals.).
 AY1281
 AY1281.The modeled gravity was interpolated from observed gravity values.
 AY1281
 AY1281;                    North         East    Units  Estimated Accuracy
 AY1281;SPC TXSC     - 4,167,450.      552,880.      MT  (+/- 180 meters Scaled)
 AY1281
 AY1281                          SUPERSEDED SURVEY CONTROL
 AY1281
 AY1281  NGVD 29 (??/??/92)  294.483  (m)          966.15   (f) ADJ UNCH    2 0
 AY1281
 AY1281.Superseded values are not recommended for survey control.
 AY1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1281.See file dsdata.txt to determine how the superseded data were derived.
 AY1281
 AY1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT528461(NAD 83)
 AY1281_MARKER: DB = BENCH MARK DISK
 AY1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1281_STAMPING: U 213 1934
 AY1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1281+STABILITY: SURFACE MOTION
 AY1281
 AY1281  HISTORY     - Date     Condition        Report By
 AY1281  HISTORY     - 1934     MONUMENTED       CGS
 AY1281  HISTORY     - 1953     GOOD             NGS
 AY1281  HISTORY     - 20021029 MARK NOT FOUND   USPSQD
 AY1281
 AY1281                          STATION DESCRIPTION
 AY1281
 AY1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1281'2.2 MI NW FROM SABINAL.
 AY1281'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 127 FROM THE TEXAS AND NEW
 AY1281'ORLEANS RAILROAD STATION AT SABINAL, ON THE SOUTHEAST SLOPE OF A HILL,
 AY1281'53.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF THE
 AY1281'CENTER LINE OF A PRIVATE DRIVEWAY, 14.4 FEET SOUTHEAST OF A FENCE
 AY1281'CORNER, 2.8 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 AY1281'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1281
 AY1281                          STATION RECOVERY (2002)
 AY1281
 AY1281'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1446 ***********************************************************************
 AY1446  DESIGNATION -  U 214
 AY1446  PID         -  AY1446
 AY1446  STATE/COUNTY-  TX/REAL
 AY1446  USGS QUAD   -  BEE CAVE HOLLOW (1971)
 AY1446
 AY1446                         *CURRENT SURVEY CONTROL
 AY1446  ___________________________________________________________________
 AY1446* NAD 83(1986)-  29 54 11.     (N)    099 45 56.     (W)     SCALED    
 AY1446* NAVD 88     -       576.541  (meters)    1891.53   (feet)  ADJUSTED  
 AY1446  ___________________________________________________________________
 AY1446  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AY1446  DYNAMIC HT  -         575.681 (meters)    1888.71  (feet)  COMP
 AY1446  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 AY1446
 AY1446  VERT ORDER  -  SECOND    CLASS 0
 AY1446
 AY1446.The horizontal coordinates were scaled from a topographic map and have
 AY1446.an estimated accuracy of +/- 6 seconds.
 AY1446
 AY1446.The orthometric height was determined by differential leveling
 AY1446.and adjusted by the National Geodetic Survey in June 1991..
 AY1446
 AY1446.The geoid height was determined by GEOID03.
 AY1446
 AY1446.The dynamic height is computed by dividing the NAVD 88
 AY1446.geopotential number by the normal gravity value computed on the
 AY1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1446.degrees latitude (g = 980.6199 gals.).
 AY1446
 AY1446.The modeled gravity was interpolated from observed gravity values.
 AY1446
 AY1446;                    North         East    Units  Estimated Accuracy
 AY1446;SPC TXSC     - 4,229,630.      526,070.      MT  (+/- 180 meters Scaled)
 AY1446
 AY1446                          SUPERSEDED SURVEY CONTROL
 AY1446
 AY1446  NGVD 29 (??/??/92)  576.431  (m)         1891.17   (f) ADJ UNCH    2 0
 AY1446
 AY1446.Superseded values are not recommended for survey control.
 AY1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1446.See file dsdata.txt to determine how the superseded data were derived.
 AY1446
 AY1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU260082(NAD 83)
 AY1446_MARKER: DB = BENCH MARK DISK
 AY1446_SETTING: 66 = SET IN ROCK OUTCROP
 AY1446_SP_SET: ROCK OUTCROP
 AY1446_STAMPING: U 214 1934
 AY1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1446+STABILITY: POSITION/ELEVATION WELL
 AY1446
 AY1446  HISTORY     - Date     Condition        Report By
 AY1446  HISTORY     - 1934     MONUMENTED       CGS
 AY1446  HISTORY     - 1953     GOOD             NGS
 AY1446  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1446  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1446
 AY1446                          STATION DESCRIPTION
 AY1446
 AY1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1446'14.45 MI N FROM LEAKEY.
 AY1446'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1446'COURTHOUSE AT LEAKEY, THENCE 7.8 MILES NORTH ALONG RANCH ROAD 336,
 AY1446'THENCE 5.5 MILES NORTH ALONG A WINDING ROCKY ROAD, THENCE 0.35 MILE
 AY1446'NORTH ALONG THE RIGHT FORK OF THE FRIO RIVER, 40 FEET WEST OF THE WEST
 AY1446'BANK OF THE RIVER, 18 FEET WEST OF THE CENTER LINE OF A ROAD, SET IN
 AY1446'THE TOP OF A LARGE FLAT ROCK OUTCROP.
 AY1446
 AY1446                          STATION RECOVERY (2001)
 AY1446
 AY1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1446'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1446
 AY1446                          STATION RECOVERY (2001)
 AY1446
 AY1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1446'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0234 ***********************************************************************
 AO0234  DESIGNATION -  U 215
 AO0234  PID         -  AO0234
 AO0234  STATE/COUNTY-  TX/LA SALLE
 AO0234  USGS QUAD   -  WOODWARD (1974)
 AO0234
 AO0234                         *CURRENT SURVEY CONTROL
 AO0234  ___________________________________________________________________
 AO0234* NAD 83(1986)-  28 32 03.     (N)    099 17 33.     (W)     SCALED    
 AO0234* NAVD 88     -       158.340  (meters)     519.49   (feet)  ADJUSTED  
 AO0234  ___________________________________________________________________
 AO0234  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AO0234  DYNAMIC HT  -         158.104 (meters)     518.71  (feet)  COMP
 AO0234  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AO0234
 AO0234  VERT ORDER  -  SECOND    CLASS 0
 AO0234
 AO0234.The horizontal coordinates were scaled from a topographic map and have
 AO0234.an estimated accuracy of +/- 6 seconds.
 AO0234
 AO0234.The orthometric height was determined by differential leveling
 AO0234.and adjusted by the National Geodetic Survey in June 1991..
 AO0234
 AO0234.The geoid height was determined by GEOID03.
 AO0234
 AO0234.The dynamic height is computed by dividing the NAVD 88
 AO0234.geopotential number by the normal gravity value computed on the
 AO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0234.degrees latitude (g = 980.6199 gals.).
 AO0234
 AO0234.The modeled gravity was interpolated from observed gravity values.
 AO0234
 AO0234;                    North         East    Units  Estimated Accuracy
 AO0234;SPC TXSC     - 4,077,710.      571,370.      MT  (+/- 180 meters Scaled)
 AO0234
 AO0234                          SUPERSEDED SURVEY CONTROL
 AO0234
 AO0234  NGVD 29 (??/??/92)  158.259  (m)          519.22   (f) ADJ UNCH    2 0
 AO0234
 AO0234.Superseded values are not recommended for survey control.
 AO0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0234.See file dsdata.txt to determine how the superseded data were derived.
 AO0234
 AO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS713564(NAD 83)
 AO0234_MARKER: DB = BENCH MARK DISK
 AO0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0234_SP_SET: MONUMENT
 AO0234_STAMPING: U-215 1934
 AO0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0234
 AO0234  HISTORY     - Date     Condition        Report By
 AO0234  HISTORY     - 1934     MONUMENTED       CGS
 AO0234  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0234
 AO0234                          STATION DESCRIPTION
 AO0234
 AO0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0234'1.6 MI E FROM WOODWARD.
 AO0234'1.6 E OF, AND ALONG THE S. A. U. AND G. R.R. AT MILE POST A-110.  30
 AO0234'FT. N OF CENTER-LINE OF TRACK.
 AO0234
 AO0234                          STATION RECOVERY (1974)
 AO0234
 AO0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0491 ***********************************************************************
 AO0491  DESIGNATION -  U 216
 AO0491  PID         -  AO0491
 AO0491  STATE/COUNTY-  TX/DIMMIT
 AO0491  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0491
 AO0491                         *CURRENT SURVEY CONTROL
 AO0491  ___________________________________________________________________
 AO0491* NAD 83(1986)-  28 34 05.     (N)    099 51 01.     (W)     SCALED    
 AO0491* NAVD 88     -       173.092  (meters)     567.89   (feet)  POSTED    
 AO0491  ___________________________________________________________________
 AO0491  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AO0491  DYNAMIC HT  -         172.830 (meters)     567.03  (feet)  COMP
 AO0491  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 AO0491
 AO0491  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AO0491
 AO0491.The horizontal coordinates were scaled from a topographic map and have
 AO0491.an estimated accuracy of +/- 6 seconds.
 AO0491
 AO0491.The orthometric height was determined by differential leveling
 AO0491.and adjusted by the National Geodetic Survey in 1992..
 AO0491.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AO0491.rate of 4.1 thru 8.0 mm/km.
 AO0491
 AO0491.The geoid height was determined by GEOID03.
 AO0491
 AO0491.The dynamic height is computed by dividing the NAVD 88
 AO0491.geopotential number by the normal gravity value computed on the
 AO0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0491.degrees latitude (g = 980.6199 gals.).
 AO0491
 AO0491.The modeled gravity was interpolated from observed gravity values.
 AO0491
 AO0491;                    North         East    Units  Estimated Accuracy
 AO0491;SPC TXSC     - 4,081,730.      516,810.      MT  (+/- 180 meters Scaled)
 AO0491
 AO0491                          SUPERSEDED SURVEY CONTROL
 AO0491
 AO0491  NGVD 29 (??/??/92)  173.072  (m)          567.82   (f) ADJ UNCH    2 0
 AO0491
 AO0491.Superseded values are not recommended for survey control.
 AO0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0491.See file dsdata.txt to determine how the superseded data were derived.
 AO0491
 AO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS168604(NAD 83)
 AO0491_MARKER: DB = BENCH MARK DISK
 AO0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0491_STAMPING: U-216 1934
 AO0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0491+STABILITY: SURFACE MOTION
 AO0491
 AO0491  HISTORY     - Date     Condition        Report By
 AO0491  HISTORY     - 1934     MONUMENTED       CGS
 AO0491  HISTORY     - 1972     MARK NOT FOUND   USGS
 AO0491  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0491  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 AO0491
 AO0491                          STATION DESCRIPTION
 AO0491
 AO0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0491'3.3 MI N FROM CARRIZO SPRINGS.
 AO0491'3.3 MILES N OF, AND ALONG THE S. A. U. AND G. R. R. 400 FT. N OF MILE
 AO0491'POST A-153 AT A ROAD CROSSING.  35 FT. W OF CENTER-LINE OF TRACK.  20
 AO0491'FT. NE OF CENTER-LINE OF CROSS ROAD.
 AO0491
 AO0491                          STATION RECOVERY (1972)
 AO0491
 AO0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AO0491'MARK NOT FOUND.
 AO0491
 AO0491                          STATION RECOVERY (1982)
 AO0491
 AO0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0491'MARK NOT RECOVERED, NOTE, SOME DIRT WORK DONE.  NOTE, MARK MAY STILL
 AO0491'BE THERE.
 AO0491
 AO0491                          STATION RECOVERY (1997)
 AO0491
 AO0491'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0219 ***********************************************************************
 AZ0219  DESIGNATION -  U 217
 AZ0219  PID         -  AZ0219
 AZ0219  STATE/COUNTY-  TX/VAL VERDE
 AZ0219  USGS QUAD   -  CARRUTHERS DRAW (1979)
 AZ0219
 AZ0219                         *CURRENT SURVEY CONTROL
 AZ0219  ___________________________________________________________________
 AZ0219* NAD 83(1986)-  29 50 35.     (N)    100 48 14.     (W)     SCALED    
 AZ0219* NAVD 88     -       511.984  (meters)    1679.73   (feet)  ADJUSTED  
 AZ0219  ___________________________________________________________________
 AZ0219  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0219  DYNAMIC HT  -         511.230 (meters)    1677.26  (feet)  COMP
 AZ0219  MODELED GRAV-     979,153.4   (mgal)                       NAVD 88
 AZ0219
 AZ0219  VERT ORDER  -  SECOND    CLASS 0
 AZ0219
 AZ0219.The horizontal coordinates were scaled from a topographic map and have
 AZ0219.an estimated accuracy of +/- 6 seconds.
 AZ0219
 AZ0219.The orthometric height was determined by differential leveling
 AZ0219.and adjusted by the National Geodetic Survey in June 1991..
 AZ0219
 AZ0219.The geoid height was determined by GEOID03.
 AZ0219
 AZ0219.The dynamic height is computed by dividing the NAVD 88
 AZ0219.geopotential number by the normal gravity value computed on the
 AZ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0219.degrees latitude (g = 980.6199 gals.).
 AZ0219
 AZ0219.The modeled gravity was interpolated from observed gravity values.
 AZ0219
 AZ0219;                    North         East    Units  Estimated Accuracy
 AZ0219;SPC TXSC     - 4,224,080.      425,700.      MT  (+/- 180 meters Scaled)
 AZ0219
 AZ0219                          SUPERSEDED SURVEY CONTROL
 AZ0219
 AZ0219  NGVD 29 (??/??/92)  511.903  (m)         1679.47   (f) ADJ UNCH    2 0
 AZ0219
 AZ0219.Superseded values are not recommended for survey control.
 AZ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0219.See file dsdata.txt to determine how the superseded data were derived.
 AZ0219
 AZ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU257027(NAD 83)
 AZ0219_MARKER: DB = BENCH MARK DISK
 AZ0219_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0219_SP_SET: LEDGE
 AZ0219_STAMPING: 1679.468 U 217 1934
 AZ0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0219+STABILITY: POSITION/ELEVATION WELL
 AZ0219
 AZ0219  HISTORY     - Date     Condition        Report By
 AZ0219  HISTORY     - 1934     MONUMENTED       CGS
 AZ0219  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0219
 AZ0219                          STATION DESCRIPTION
 AZ0219
 AZ0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0219'8.5 MI S FROM VINEGARONE.
 AZ0219'8.5 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM VINEGARONE, VAL VERDE
 AZ0219'COUNTY, 1.0 MILE SOUTH OF A RANCH HOUSE, AT THE CROSSING OF A
 AZ0219'NORTHEAST-AND-SOUTHWEST WASH, 67 FEET EAST OF THE CENTERLINE OF THE
 AZ0219'HIGHWAY, 47 FEET EAST OF THE RIGHT-OF-WAY FENCE, AT THE SOUTHEAST SIDE
 AZ0219'OF THE WASH, AND IN THE TOP OF THE SOUTHWEST END OF A LIMESTONE LEDGE.
 AZ0219'A STANDARD DISK, STAMPED 1679.468 U 217 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0072 ***********************************************************************
 BO0072  DESIGNATION -  U 218
 BO0072  PID         -  BO0072
 BO0072  STATE/COUNTY-  TX/SUTTON
 BO0072  USGS QUAD   -  DUNBAR DRAW NW (1982)
 BO0072
 BO0072                         *CURRENT SURVEY CONTROL
 BO0072  ___________________________________________________________________
 BO0072* NAD 83(1986)-  30 29 12.     (N)    100 41 42.     (W)     SCALED    
 BO0072* NAVD 88     -       629.995  (meters)    2066.91   (feet)  ADJUSTED  
 BO0072  ___________________________________________________________________
 BO0072  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 BO0072  DYNAMIC HT  -         629.076 (meters)    2063.89  (feet)  COMP
 BO0072  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 BO0072
 BO0072  VERT ORDER  -  SECOND    CLASS 0
 BO0072
 BO0072.The horizontal coordinates were scaled from a topographic map and have
 BO0072.an estimated accuracy of +/- 6 seconds.
 BO0072
 BO0072.The orthometric height was determined by differential leveling
 BO0072.and adjusted by the National Geodetic Survey in June 1991..
 BO0072
 BO0072.The geoid height was determined by GEOID03.
 BO0072
 BO0072.The dynamic height is computed by dividing the NAVD 88
 BO0072.geopotential number by the normal gravity value computed on the
 BO0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0072.degrees latitude (g = 980.6199 gals.).
 BO0072
 BO0072.The modeled gravity was interpolated from observed gravity values.
 BO0072
 BO0072;                    North         East    Units  Estimated Accuracy
 BO0072;SPC TX C     - 3,090,960.      665,280.      MT  (+/- 180 meters Scaled)
 BO0072
 BO0072                          SUPERSEDED SURVEY CONTROL
 BO0072
 BO0072  NGVD 29 (??/??/92)  629.826  (m)         2066.35   (f) ADJ UNCH    2 0
 BO0072
 BO0072.Superseded values are not recommended for survey control.
 BO0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0072.See file dsdata.txt to determine how the superseded data were derived.
 BO0072
 BO0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU373739(NAD 83)
 BO0072_MARKER: DB = BENCH MARK DISK
 BO0072_SETTING: 66 = SET IN ROCK OUTCROP
 BO0072_SP_SET: LEDGE
 BO0072_STAMPING: U 218 1934 2066.354
 BO0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0072+STABILITY: POSITION/ELEVATION WELL
 BO0072
 BO0072  HISTORY     - Date     Condition        Report By
 BO0072  HISTORY     - 1934     MONUMENTED       CGS
 BO0072  HISTORY     - 1958     GOOD             NGS
 BO0072  HISTORY     - 1963     GOOD             CONOCO
 BO0072
 BO0072                          STATION DESCRIPTION
 BO0072
 BO0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0072'7.25 MI S FROM SONORA.
 BO0072'ABOUT 6.85 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM THE INTERSECTION OF
 BO0072'3RD STREET AND CROCKETT AVENUE AT SORNORA, THENCE ABOUT 0.1 MILE WEST
 BO0072'ALONG A GRADED DIRT ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG THE
 BO0072'OLD HIGHWAY.  IN THE TOP OF A LIMESTONE LEDGE, 80 FEET SOUTHWEST OF
 BO0072'THE CENTER LINE OF THE OLD HIGHWAY, 136 FEET SOUTH OF THE SOUTH CORNER
 BO0072'OF A CONCRETE SPILLWAY ACROSS A SMALL DRAW, ABOUT 0.4 MILE WEST OF THE
 BO0072'NEW HIGHWAY, AND ABOUT LEVEL WITH THE OLD HIGHWAY.
 BO0072
 BO0072                          STATION RECOVERY (1963)
 BO0072
 BO0072'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1963
 BO0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0302 ***********************************************************************
 BN0302  DESIGNATION -  U 219
 BN0302  PID         -  BN0302
 BN0302  STATE/COUNTY-  TX/KERR
 BN0302  USGS QUAD   -  KERRVILLE (1982)
 BN0302
 BN0302                         *CURRENT SURVEY CONTROL
 BN0302  ___________________________________________________________________
 BN0302* NAD 83(1986)-  30 03 11.     (N)    099 08 48.     (W)     SCALED    
 BN0302* NAVD 88     -       497.493  (meters)    1632.19   (feet)  ADJUSTED  
 BN0302  ___________________________________________________________________
 BN0302  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BN0302  DYNAMIC HT  -         496.786 (meters)    1629.87  (feet)  COMP
 BN0302  MODELED GRAV-     979,204.4   (mgal)                       NAVD 88
 BN0302
 BN0302  VERT ORDER  -  SECOND    CLASS 0
 BN0302
 BN0302.The horizontal coordinates were scaled from a topographic map and have
 BN0302.an estimated accuracy of +/- 6 seconds.
 BN0302
 BN0302.The orthometric height was determined by differential leveling
 BN0302.and adjusted by the National Geodetic Survey in June 1991..
 BN0302
 BN0302.The geoid height was determined by GEOID03.
 BN0302
 BN0302.The dynamic height is computed by dividing the NAVD 88
 BN0302.geopotential number by the normal gravity value computed on the
 BN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0302.degrees latitude (g = 980.6199 gals.).
 BN0302
 BN0302.The modeled gravity was interpolated from observed gravity values.
 BN0302
 BN0302;                    North         East    Units  Estimated Accuracy
 BN0302;SPC TXSC     - 4,246,020.      585,860.      MT  (+/- 180 meters Scaled)
 BN0302
 BN0302                          SUPERSEDED SURVEY CONTROL
 BN0302
 BN0302  NGVD 29 (??/??/92)  497.426  (m)         1631.97   (f) ADJ UNCH    2 0
 BN0302
 BN0302.Superseded values are not recommended for survey control.
 BN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0302.See file dsdata.txt to determine how the superseded data were derived.
 BN0302
 BN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU858246(NAD 83)
 BN0302_MARKER: DB = BENCH MARK DISK
 BN0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0302_SP_SET: BRIDGE ABUTMENT
 BN0302_STAMPING: U 219 1934
 BN0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0302+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0302
 BN0302  HISTORY     - Date     Condition        Report By
 BN0302  HISTORY     - 1934     MONUMENTED       CGS
 BN0302  HISTORY     - 1953     GOOD             NGS
 BN0302  HISTORY     - 1989     GOOD             USPSQD
 BN0302  HISTORY     - 20040702 GOOD             USPSQD
 BN0302  HISTORY     - 20050718 GOOD             USPSQD
 BN0302
 BN0302                          STATION DESCRIPTION
 BN0302
 BN0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0302'0.55 MI W FROM KERVILLE.
 BN0302'0.55 MILE WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 BN0302'KERRVILLE, 34 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BN0302'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF A BRIDGE
 BN0302'OVER TOWN CREEK.
 BN0302
 BN0302                          STATION RECOVERY (1989)
 BN0302
 BN0302'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 BN0302'RECOVERED IN GOOD CONDITION.
 BN0302
 BN0302                          STATION RECOVERY (2004)
 BN0302
 BN0302'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0302'RECOVERED IN GOOD CONDITION.
 BN0302
 BN0302                          STATION RECOVERY (2005)
 BN0302
 BN0302'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0582 ***********************************************************************
 CD0582  DESIGNATION -  U 22
 CD0582  PID         -  CD0582
 CD0582  STATE/COUNTY-  TX/HUDSPETH
 CD0582  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0582
 CD0582                         *CURRENT SURVEY CONTROL
 CD0582  ___________________________________________________________________
 CD0582* NAD 83(1986)-  31 07 41.     (N)    105 15 16.     (W)     SCALED    
 CD0582* NAVD 88     -      1324.352  (meters)    4344.98   (feet)  ADJUSTED  
 CD0582  ___________________________________________________________________
 CD0582  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CD0582  DYNAMIC HT  -        1322.239 (meters)    4338.05  (feet)  COMP
 CD0582  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 CD0582
 CD0582  VERT ORDER  -  FIRST     CLASS II
 CD0582
 CD0582.The horizontal coordinates were scaled from a topographic map and have
 CD0582.an estimated accuracy of +/- 6 seconds.
 CD0582
 CD0582.The orthometric height was determined by differential leveling
 CD0582.and adjusted by the National Geodetic Survey in June 1991..
 CD0582
 CD0582.The geoid height was determined by GEOID03.
 CD0582
 CD0582.The dynamic height is computed by dividing the NAVD 88
 CD0582.geopotential number by the normal gravity value computed on the
 CD0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0582.degrees latitude (g = 980.6199 gals.).
 CD0582
 CD0582.The modeled gravity was interpolated from observed gravity values.
 CD0582
 CD0582;                    North         East    Units  Estimated Accuracy
 CD0582;SPC TX C     - 3,172,380.      230,850.      MT  (+/- 180 meters Scaled)
 CD0582
 CD0582                          SUPERSEDED SURVEY CONTROL
 CD0582
 CD0582  NGVD 29 (??/??/92) 1323.775  (m)         4343.09   (f) ADJ UNCH    1 2
 CD0582
 CD0582.Superseded values are not recommended for survey control.
 CD0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0582.See file dsdata.txt to determine how the superseded data were derived.
 CD0582
 CD0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ757438(NAD 83)
 CD0582_MARKER: DB = BENCH MARK DISK
 CD0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0582_STAMPING: U 22 1917 ELEV. 4343.128 FT.
 CD0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0582+STABILITY: SURFACE MOTION
 CD0582
 CD0582  HISTORY     - Date     Condition        Report By
 CD0582  HISTORY     - 1917     MONUMENTED       CGS
 CD0582  HISTORY     - 1957     GOOD             NGS
 CD0582
 CD0582                          STATION DESCRIPTION
 CD0582
 CD0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CD0582'6.95 MI SE FROM SIERRA BLANCA.
 CD0582'ABOUT 6.95 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0582'FROM THE STATION AT SIERRA BLANCA, 137 FEET NORTH-NORTHEAST OF AND
 CD0582'ACROSS THE TRACK FROM MILEPOST 730, 88 1/2 FEET NORTH-NORTHEAST OF THE
 CD0582'NEAR RAIL, 8 FEET SOUTH-SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A
 CD0582'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 CD0582'AND IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0351 ***********************************************************************
 BN0351  DESIGNATION -  U 220
 BN0351  PID         -  BN0351
 BN0351  STATE/COUNTY-  TX/REAL
 BN0351  USGS QUAD   -  GARVEN STORE (1963)
 BN0351
 BN0351                         *CURRENT SURVEY CONTROL
 BN0351  ___________________________________________________________________
 BN0351* NAD 83(1986)-  30 04 07.     (N)    099 41 23.     (W)     SCALED    
 BN0351* NAVD 88     -       716.297  (meters)    2350.05   (feet)  ADJUSTED  
 BN0351  ___________________________________________________________________
 BN0351  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 BN0351  DYNAMIC HT  -         715.238 (meters)    2346.58  (feet)  COMP
 BN0351  MODELED GRAV-     979,139.5   (mgal)                       NAVD 88
 BN0351
 BN0351  VERT ORDER  -  SECOND    CLASS 0
 BN0351
 BN0351.The horizontal coordinates were scaled from a topographic map and have
 BN0351.an estimated accuracy of +/- 6 seconds.
 BN0351
 BN0351.The orthometric height was determined by differential leveling
 BN0351.and adjusted by the National Geodetic Survey in June 1991..
 BN0351
 BN0351.The geoid height was determined by GEOID03.
 BN0351
 BN0351.The dynamic height is computed by dividing the NAVD 88
 BN0351.geopotential number by the normal gravity value computed on the
 BN0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0351.degrees latitude (g = 980.6199 gals.).
 BN0351
 BN0351.The modeled gravity was interpolated from observed gravity values.
 BN0351
 BN0351;                    North         East    Units  Estimated Accuracy
 BN0351;SPC TXSC     - 4,247,930.      533,500.      MT  (+/- 180 meters Scaled)
 BN0351
 BN0351                          SUPERSEDED SURVEY CONTROL
 BN0351
 BN0351  NGVD 29 (??/??/92)  716.212  (m)         2349.77   (f) ADJ UNCH    2 0
 BN0351
 BN0351.Superseded values are not recommended for survey control.
 BN0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0351.See file dsdata.txt to determine how the superseded data were derived.
 BN0351
 BN0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU335265(NAD 83)
 BN0351_MARKER: DB = BENCH MARK DISK
 BN0351_SETTING: 66 = SET IN ROCK OUTCROP
 BN0351_SP_SET: ROCK OUTCROP
 BN0351_STAMPING: U 220 1934
 BN0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0351+STABILITY: POSITION/ELEVATION WELL
 BN0351
 BN0351  HISTORY     - Date     Condition        Report By
 BN0351  HISTORY     - 1934     MONUMENTED       CGS
 BN0351  HISTORY     - 1964     GOOD             USGS
 BN0351  HISTORY     - 20010730 GOOD             NGS
 BN0351
 BN0351                          STATION DESCRIPTION
 BN0351
 BN0351'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BN0351'21.1 MI SW FROM MT HOME.
 BN0351'IN REAL COUNTY, ABOUT 21.1 MILES SW ALONG STATE HIGHWAY 41 FROM
 BN0351'MOUNTAIN HOME, ABOUT 0.3 MILE E OF THE JUNCTION OF U.S. HWY. 83 AND
 BN0351'STATE HWY. 41, 116 FT. SE OF THE CENTER LINE OF THE HIGHWAY, 43 FT. SW
 BN0351'OF THE HIGHWAY COUNTY MARKER.  CEMENTED IN TOP OF A ROCK OUTCROP.
 BN0351'STANDARD TABLET STAMPED U220 1934.
 BN0351
 BN0351                          STATION RECOVERY (2001)
 BN0351
 BN0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BN0351'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0178 ***********************************************************************
 CB0178  DESIGNATION -  U 222
 CB0178  PID         -  CB0178
 CB0178  STATE/COUNTY-  TX/TOM GREEN
 CB0178  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0178
 CB0178                         *CURRENT SURVEY CONTROL
 CB0178  ___________________________________________________________________
 CB0178* NAD 83(1986)-  31 21 09.     (N)    100 35 12.     (W)     SCALED    
 CB0178* NAVD 88     -       594.223  (meters)    1949.55   (feet)  ADJUSTED  
 CB0178  ___________________________________________________________________
 CB0178  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CB0178  DYNAMIC HT  -         593.406 (meters)    1946.87  (feet)  COMP
 CB0178  MODELED GRAV-     979,246.5   (mgal)                       NAVD 88
 CB0178
 CB0178  VERT ORDER  -  SECOND    CLASS 0
 CB0178
 CB0178.The horizontal coordinates were scaled from a topographic map and have
 CB0178.an estimated accuracy of +/- 6 seconds.
 CB0178
 CB0178.The orthometric height was determined by differential leveling
 CB0178.and adjusted by the National Geodetic Survey in June 1991..
 CB0178
 CB0178.The geoid height was determined by GEOID03.
 CB0178
 CB0178.The dynamic height is computed by dividing the NAVD 88
 CB0178.geopotential number by the normal gravity value computed on the
 CB0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0178.degrees latitude (g = 980.6199 gals.).
 CB0178
 CB0178.The modeled gravity was interpolated from observed gravity values.
 CB0178
 CB0178;                    North         East    Units  Estimated Accuracy
 CB0178;SPC TX C     - 3,186,910.      675,900.      MT  (+/- 180 meters Scaled)
 CB0178
 CB0178                          SUPERSEDED SURVEY CONTROL
 CB0178
 CB0178  NGVD 29 (??/??/92)  594.057  (m)         1949.00   (f) ADJ UNCH    2 0
 CB0178
 CB0178.Superseded values are not recommended for survey control.
 CB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0178.See file dsdata.txt to determine how the superseded data were derived.
 CB0178
 CB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV490697(NAD 83)
 CB0178_MARKER: DB = BENCH MARK DISK
 CB0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0178_STAMPING: U-222 1934
 CB0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0178+STABILITY: SURFACE MOTION
 CB0178
 CB0178  HISTORY     - Date     Condition        Report By
 CB0178  HISTORY     - 1934     MONUMENTED       CGS
 CB0178  HISTORY     - 1940     GOOD             NGS
 CB0178
 CB0178                          STATION DESCRIPTION
 CB0178
 CB0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0178'3.3 MI NE FROM TANKERSLY.
 CB0178'3.3 MILES NE OF AND ALONG THE PANHANDLE AND S. F. R. R. 350 FT. SW OF
 CB0178'AND ACROSS TRACK FROM MILE POST 729, IN LINE WITH CENTER OF SIDE ROAD
 CB0178'TO S.  43 FT. S OF CENTER OF TRACK.  23 FT. N OF PUBLIC ROAD AND 6 FT.
 CB0178'N OF R/W FENCE.
 CB0178
 CB0178                          STATION RECOVERY (1940)
 CB0178
 CB0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0369 ***********************************************************************
 CB0369  DESIGNATION -  U 223
 CB0369  PID         -  CB0369
 CB0369  STATE/COUNTY-  TX/REAGAN
 CB0369  USGS QUAD   -  BIG LAKE (1971)
 CB0369
 CB0369                         *CURRENT SURVEY CONTROL
 CB0369  ___________________________________________________________________
 CB0369* NAD 83(1986)-  31 11 28.     (N)    101 29 34.     (W)     SCALED    
 CB0369* NAVD 88     -       814.491  (meters)    2672.21   (feet)  POSTED    
 CB0369  ___________________________________________________________________
 CB0369  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0369  DYNAMIC HT  -         813.300 (meters)    2668.30  (feet)  COMP
 CB0369  MODELED GRAV-     979,153.6   (mgal)                       NAVD 88
 CB0369
 CB0369  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CB0369
 CB0369.The horizontal coordinates were scaled from a topographic map and have
 CB0369.an estimated accuracy of +/- 6 seconds.
 CB0369
 CB0369.The orthometric height was determined by differential leveling
 CB0369.and adjusted by the National Geodetic Survey in 1992..
 CB0369.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CB0369.rate of 1.1 thru 2.0 mm/km.
 CB0369
 CB0369.The geoid height was determined by GEOID03.
 CB0369
 CB0369.The dynamic height is computed by dividing the NAVD 88
 CB0369.geopotential number by the normal gravity value computed on the
 CB0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0369.degrees latitude (g = 980.6199 gals.).
 CB0369
 CB0369.The modeled gravity was interpolated from observed gravity values.
 CB0369
 CB0369;                    North         East    Units  Estimated Accuracy
 CB0369;SPC TX C     - 3,169,570.      589,500.      MT  (+/- 180 meters Scaled)
 CB0369
 CB0369                          SUPERSEDED SURVEY CONTROL
 CB0369
 CB0369  NGVD 29 (??/??/92)  814.155  (m)         2671.11   (f) ADJ UNCH    2 0
 CB0369
 CB0369.Superseded values are not recommended for survey control.
 CB0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0369.See file dsdata.txt to determine how the superseded data were derived.
 CB0369
 CB0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV624534(NAD 83)
 CB0369_MARKER: DB = BENCH MARK DISK
 CB0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0369_STAMPING: U-223 1934
 CB0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0369+STABILITY: SURFACE MOTION
 CB0369
 CB0369  HISTORY     - Date     Condition        Report By
 CB0369  HISTORY     - 1934     MONUMENTED       CGS
 CB0369  HISTORY     - 1971     MARK NOT FOUND   USGS
 CB0369  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0369
 CB0369                          STATION DESCRIPTION
 CB0369
 CB0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0369'1.8 MI W FROM BIG LAKE.
 CB0369'1.8 MILES W OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.5 MILE W OF MILE
 CB0369'POST 792.  850 FT. W OF BRIDGE 792.3.  86 FT. S OF CENTER OF TRACK AND
 CB0369'4 FT N OF R/W FENCE.  NOTE-- ROAD CONSTR. IN AREA.
 CB0369
 CB0369                          STATION RECOVERY (1971)
 CB0369
 CB0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CB0369'MARK NOT FOUND.
 CB0369
 CB0369                          STATION RECOVERY (1981)
 CB0369
 CB0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0023 ***********************************************************************
 BP0023  DESIGNATION -  U 224
 BP0023  PID         -  BP0023
 BP0023  STATE/COUNTY-  TX/PECOS
 BP0023  USGS QUAD   -  INDIAN MESA NE (1969)
 BP0023
 BP0023                         *CURRENT SURVEY CONTROL
 BP0023  ___________________________________________________________________
 BP0023* NAD 83(1986)-  30 57 31.     (N)    102 06 07.     (W)     SCALED    
 BP0023* NAVD 88     -       716.148  (meters)    2349.56   (feet)  ADJUSTED  
 BP0023  ___________________________________________________________________
 BP0023  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 BP0023  DYNAMIC HT  -         715.116 (meters)    2346.18  (feet)  COMP
 BP0023  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 BP0023
 BP0023  VERT ORDER  -  SECOND    CLASS 0
 BP0023
 BP0023.The horizontal coordinates were scaled from a topographic map and have
 BP0023.an estimated accuracy of +/- 6 seconds.
 BP0023
 BP0023.The orthometric height was determined by differential leveling
 BP0023.and adjusted by the National Geodetic Survey in June 1991..
 BP0023
 BP0023.The geoid height was determined by GEOID03.
 BP0023
 BP0023.The dynamic height is computed by dividing the NAVD 88
 BP0023.geopotential number by the normal gravity value computed on the
 BP0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0023.degrees latitude (g = 980.6199 gals.).
 BP0023
 BP0023.The modeled gravity was interpolated from observed gravity values.
 BP0023
 BP0023;                    North         East    Units  Estimated Accuracy
 BP0023;SPC TX C     - 3,144,560.      531,040.      MT  (+/- 180 meters Scaled)
 BP0023
 BP0023                          SUPERSEDED SURVEY CONTROL
 BP0023
 BP0023  NGVD 29 (??/??/92)  715.895  (m)         2348.73   (f) ADJ UNCH    2 0
 BP0023
 BP0023.Superseded values are not recommended for survey control.
 BP0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0023.See file dsdata.txt to determine how the superseded data were derived.
 BP0023
 BP0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ768286(NAD 83)
 BP0023_MARKER: DB = BENCH MARK DISK
 BP0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0023_STAMPING: U-224 1934
 BP0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0023+STABILITY: SURFACE MOTION
 BP0023
 BP0023  HISTORY     - Date     Condition        Report By
 BP0023  HISTORY     - 1934     MONUMENTED       CGS
 BP0023  HISTORY     - 1969     MARK NOT FOUND   USGS
 BP0023
 BP0023                          STATION DESCRIPTION
 BP0023
 BP0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BP0023'13.7 MI SE FROM MCCAMEY.
 BP0023'13.7 MILES SE OF AND ALONG THE MCCAMEY-IRAAN HWY 39 FT. NE OF CENTER
 BP0023'OF HIGHWAY.  3 FT. SW OF FENCE LINE.
 BP0023
 BP0023                          STATION RECOVERY (1969)
 BP0023
 BP0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BP0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0169 ***********************************************************************
 FM0169  DESIGNATION -  U 225
 FM0169  PID         -  FM0169
 FM0169  STATE/COUNTY-  TX/MOORE
 FM0169  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0169
 FM0169                         *CURRENT SURVEY CONTROL
 FM0169  ___________________________________________________________________
 FM0169* NAD 83(1986)-  35 48 03.     (N)    102 01 46.     (W)     SCALED    
 FM0169* NAVD 88     -      1124.259  (meters)    3688.51   (feet)  ADJUSTED  
 FM0169  ___________________________________________________________________
 FM0169  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FM0169  DYNAMIC HT  -        1122.945 (meters)    3684.20  (feet)  COMP
 FM0169  MODELED GRAV-     979,426.6   (mgal)                       NAVD 88
 FM0169
 FM0169  VERT ORDER  -  SECOND    CLASS 0
 FM0169
 FM0169.The horizontal coordinates were scaled from a topographic map and have
 FM0169.an estimated accuracy of +/- 6 seconds.
 FM0169
 FM0169.The orthometric height was determined by differential leveling
 FM0169.and adjusted by the National Geodetic Survey in June 1991..
 FM0169
 FM0169.The geoid height was determined by GEOID03.
 FM0169
 FM0169.The dynamic height is computed by dividing the NAVD 88
 FM0169.geopotential number by the normal gravity value computed on the
 FM0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0169.degrees latitude (g = 980.6199 gals.).
 FM0169
 FM0169.The modeled gravity was interpolated from observed gravity values.
 FM0169
 FM0169;                    North         East    Units  Estimated Accuracy
 FM0169;SPC TX N     - 1,199,910.      152,150.      MT  (+/- 180 meters Scaled)
 FM0169
 FM0169                          SUPERSEDED SURVEY CONTROL
 FM0169
 FM0169  NGVD 29 (??/??/92) 1123.706  (m)         3686.69   (f) ADJ UNCH    2 0
 FM0169
 FM0169.Superseded values are not recommended for survey control.
 FM0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0169.See file dsdata.txt to determine how the superseded data were derived.
 FM0169
 FM0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV684659(NAD 83)
 FM0169_MARKER: DB = BENCH MARK DISK
 FM0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0169_STAMPING: U-225 1934
 FM0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0169+STABILITY: SURFACE MOTION
 FM0169
 FM0169  HISTORY     - Date     Condition        Report By
 FM0169  HISTORY     - 1934     MONUMENTED       CGS
 FM0169
 FM0169                          STATION DESCRIPTION
 FM0169
 FM0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0169'5.0 MI S FROM DUMAS.
 FM0169'5.0 MILES S OF AND ALONG THE S.F.R.R. 203 FT. E OF MILE POST 47.  123
 FM0169'FT. E OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0085 ***********************************************************************
 CC0085  DESIGNATION -  U 226 RESET 1941 TXHD
 CC0085  PID         -  CC0085
 CC0085  STATE/COUNTY-  TX/ECTOR
 CC0085  USGS QUAD   -  ODESSA SE (1981)
 CC0085
 CC0085                         *CURRENT SURVEY CONTROL
 CC0085  ___________________________________________________________________
 CC0085* NAD 83(1986)-  31 45 11.     (N)    102 21 41.     (W)     SCALED    
 CC0085* NAVD 88     -       880.24   (meters)    2887.9    (feet)  RESET     
 CC0085  ___________________________________________________________________
 CC0085  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CC0085
 CC0085  VERT ORDER  -  THIRD
 CC0085
 CC0085.The horizontal coordinates were scaled from a topographic map and have
 CC0085.an estimated accuracy of +/- 6 seconds.
 CC0085
 CC0085.The orthometric height was computed from unverified reset data.
 CC0085
 CC0085.The geoid height was determined by GEOID03.
 CC0085
 CC0085;                    North         East    Units  Estimated Accuracy
 CC0085;SPC TX C     - 3,233,050.      507,870.      MT  (+/- 180 meters Scaled)
 CC0085
 CC0085                          SUPERSEDED SURVEY CONTROL
 CC0085
 CC0085.No superseded survey control is available for this station.
 CC0085
 CC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR499160(NAD 83)
 CC0085_MARKER: DB = BENCH MARK DISK
 CC0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0085_STAMPING: U 226 RESET 1941
 CC0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0085+STABILITY: SURFACE MOTION
 CC0085
 CC0085  HISTORY     - Date     Condition        Report By
 CC0085  HISTORY     - 1941     MONUMENTED       TXHD
 CC0085
 CC0085                          STATION DESCRIPTION
 CC0085
 CC0085'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1941
 CC0085'6.9 MI S FROM ODESSA.
 CC0085'6.9 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE INTERSECTION OF US
 CC0085'HIGHWAY 80 AT ODESSA, ECTOR COUNTY, BETWEEN TWO IDENTICAL MULTIPLE
 CC0085'CONCRETE-BOX CULVERTS, 753 FEET NORTH OF ONE CULVERT, 413 FEET SOUTH
 CC0085'OF THE OTHER CULVERT, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CC0085'AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK SET
 CC0085'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0641 ***********************************************************************
 FL0641  DESIGNATION -  U 227
 FL0641  PID         -  FL0641
 FL0641  STATE/COUNTY-  TX/GRAY
 FL0641  USGS QUAD   -  PAMPA (1963)
 FL0641
 FL0641                         *CURRENT SURVEY CONTROL
 FL0641  ___________________________________________________________________
 FL0641* NAD 83(1986)-  35 32 17.     (N)    100 58 19.     (W)     SCALED    
 FL0641* NAVD 88     -       982.851  (meters)    3224.57   (feet)  ADJUSTED  
 FL0641  ___________________________________________________________________
 FL0641  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL0641  DYNAMIC HT  -         981.757 (meters)    3220.98  (feet)  COMP
 FL0641  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 FL0641
 FL0641  VERT ORDER  -  SECOND    CLASS 0
 FL0641
 FL0641.The horizontal coordinates were scaled from a topographic map and have
 FL0641.an estimated accuracy of +/- 6 seconds.
 FL0641
 FL0641.The orthometric height was determined by differential leveling
 FL0641.and adjusted by the National Geodetic Survey in June 1991..
 FL0641
 FL0641.The geoid height was determined by GEOID03.
 FL0641
 FL0641.The dynamic height is computed by dividing the NAVD 88
 FL0641.geopotential number by the normal gravity value computed on the
 FL0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0641.degrees latitude (g = 980.6199 gals.).
 FL0641
 FL0641.The modeled gravity was interpolated from observed gravity values.
 FL0641
 FL0641;                    North         East    Units  Estimated Accuracy
 FL0641;SPC TX N     - 1,170,760.      247,880.      MT  (+/- 180 meters Scaled)
 FL0641
 FL0641                          SUPERSEDED SURVEY CONTROL
 FL0641
 FL0641  NGVD 29 (??/??/92)  982.421  (m)         3223.16   (f) ADJ UNCH    2 0
 FL0641
 FL0641.Superseded values are not recommended for survey control.
 FL0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0641.See file dsdata.txt to determine how the superseded data were derived.
 FL0641
 FL0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE212345(NAD 83)
 FL0641_MARKER: DB = BENCH MARK DISK
 FL0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0641_SP_SET: CONCRETE BASE
 FL0641_STAMPING: U 227 1934
 FL0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0641
 FL0641  HISTORY     - Date     Condition        Report By
 FL0641  HISTORY     - 1934     MONUMENTED       CGS
 FL0641  HISTORY     - 1943     GOOD             NGS
 FL0641
 FL0641                          STATION DESCRIPTION
 FL0641
 FL0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0641'IN PAMPA.
 FL0641'AT PAMPA, GRAY COUNTY, SET IN THE TOP OF THE WEST CORNER OF THE
 FL0641'CONCRETE BASE OF THE NORTHWEST LEG OF THE WEST WATER TOWER, WHICH IS
 FL0641'LOCATED AT THE TEXAS HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0802 ***********************************************************************
 FL0802  DESIGNATION -  U 228 RESET 1975
 FL0802  PID         -  FL0802
 FL0802  STATE/COUNTY-  TX/HUTCHINSON
 FL0802  USGS QUAD   -  BORGER (1978)
 FL0802
 FL0802                         *CURRENT SURVEY CONTROL
 FL0802  ___________________________________________________________________
 FL0802* NAD 83(1986)-  35 40 16.     (N)    101 23 17.     (W)     SCALED    
 FL0802* NAVD 88     -       949.93   (+/-2cm)    3116.6    (feet)  VERTCON   
 FL0802  ___________________________________________________________________
 FL0802  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 FL0802
 FL0802  VERT ORDER  -  THIRD (See Below)
 FL0802
 FL0802.The horizontal coordinates were scaled from a topographic map and have
 FL0802.an estimated accuracy of +/- 6 seconds.
 FL0802
 FL0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0802.The vertical order pertains to the NGVD 29 superseded value.
 FL0802
 FL0802.The geoid height was determined by GEOID03.
 FL0802
 FL0802;                    North         East    Units  Estimated Accuracy
 FL0802;SPC TX N     - 1,185,390.      210,130.      MT  (+/- 180 meters Scaled)
 FL0802
 FL0802                          SUPERSEDED SURVEY CONTROL
 FL0802
 FL0802  NGVD 29 (01/29/03)  949.47   (m)         3115.1    (f) RESET       3  
 FL0802
 FL0802.Superseded values are not recommended for survey control.
 FL0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0802.See file dsdata.txt to determine how the superseded data were derived.
 FL0802
 FL0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE838500(NAD 83)
 FL0802_MARKER: DB = BENCH MARK DISK
 FL0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0802_SP_SET: CONCRETE BASE
 FL0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0802
 FL0802  HISTORY     - Date     Condition        Report By
 FL0802  HISTORY     - 1975     MONUMENTED       LOCENG
 FL0802
 FL0802                          STATION DESCRIPTION
 FL0802
 FL0802'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 FL0802'IN BORGER.
 FL0802'AT BORGER, HUTCHINSON COUNTY, AT THE CITY OF BORGER COMMUNICATION
 FL0802'TOWER NEAR THE INTERSECTION OF WEATHERLY AND 6TH STREET IN THE TOP OF
 FL0802'THE CONCRETE BASE OF THE SOUTH LEG (3 LEGGED TOWER) AND 5 INCHES NORTH
 FL0802'OF THE SOUTH CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0906 ***********************************************************************
 FL0906  DESIGNATION -  U 229
 FL0906  PID         -  FL0906
 FL0906  STATE/COUNTY-  TX/CARSON
 FL0906  USGS QUAD   -  PANHANDLE WEST (1966)
 FL0906
 FL0906                         *CURRENT SURVEY CONTROL
 FL0906  ___________________________________________________________________
 FL0906* NAD 83(1986)-  35 21 40.     (N)    101 22 54.     (W)     SCALED    
 FL0906* NAVD 88     -      1055.531  (meters)    3463.02   (feet)  ADJUSTED  
 FL0906  ___________________________________________________________________
 FL0906  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 FL0906  DYNAMIC HT  -        1054.297 (meters)    3458.97  (feet)  COMP
 FL0906  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 FL0906
 FL0906  VERT ORDER  -  SECOND    CLASS 0
 FL0906
 FL0906.The horizontal coordinates were scaled from a topographic map and have
 FL0906.an estimated accuracy of +/- 6 seconds.
 FL0906
 FL0906.The orthometric height was determined by differential leveling
 FL0906.and adjusted by the National Geodetic Survey in June 1991..
 FL0906
 FL0906.The geoid height was determined by GEOID03.
 FL0906
 FL0906.The dynamic height is computed by dividing the NAVD 88
 FL0906.geopotential number by the normal gravity value computed on the
 FL0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0906.degrees latitude (g = 980.6199 gals.).
 FL0906
 FL0906.The modeled gravity was interpolated from observed gravity values.
 FL0906
 FL0906;                    North         East    Units  Estimated Accuracy
 FL0906;SPC TX N     - 1,151,000.      210,750.      MT  (+/- 180 meters Scaled)
 FL0906
 FL0906                          SUPERSEDED SURVEY CONTROL
 FL0906
 FL0906  NGVD 29 (??/??/92) 1055.036  (m)         3461.40   (f) ADJ UNCH    2 0
 FL0906
 FL0906.Superseded values are not recommended for survey control.
 FL0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0906.See file dsdata.txt to determine how the superseded data were derived.
 FL0906
 FL0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE836156(NAD 83)
 FL0906_MARKER: DB = BENCH MARK DISK
 FL0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0906_STAMPING: U 229 1934
 FL0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0906+STABILITY: SURFACE MOTION
 FL0906
 FL0906  HISTORY     - Date     Condition        Report By
 FL0906  HISTORY     - 1934     MONUMENTED       CGS
 FL0906  HISTORY     - 1943     GOOD             NGS
 FL0906
 FL0906                          STATION DESCRIPTION
 FL0906
 FL0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0906'1.1 MI N FROM PANHANDLE.
 FL0906'1.1 MILES NORTH ALONG STATE HIGHWAY 117 FROM PANHANDLE, CARSON COUNTY,
 FL0906'49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET EAST OF A
 FL0906'FENCE, 2 FEET SOUTH OF A SECTION LINE FENCE AND SET IN THE TOP OF A
 FL0906'CONCRETE POST.
 FL0906
 FL0906                          STATION RECOVERY (1943)
 FL0906
 FL0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0265 ***********************************************************************
 BQ0265  DESIGNATION -  U 23
 BQ0265  PID         -  BQ0265
 BQ0265  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0265  USGS QUAD   -  CHISPA (1972)
 BQ0265
 BQ0265                         *CURRENT SURVEY CONTROL
 BQ0265  ___________________________________________________________________
 BQ0265* NAD 83(1986)-  30 42 15.     (N)    104 38 42.     (W)     SCALED    
 BQ0265* NAVD 88     -      1265.904  (meters)    4153.22   (feet)  ADJUSTED  
 BQ0265  ___________________________________________________________________
 BQ0265  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 BQ0265  DYNAMIC HT  -        1263.857 (meters)    4146.50  (feet)  COMP
 BQ0265  MODELED GRAV-     978,980.4   (mgal)                       NAVD 88
 BQ0265
 BQ0265  VERT ORDER  -  FIRST     CLASS II
 BQ0265
 BQ0265.The horizontal coordinates were scaled from a topographic map and have
 BQ0265.an estimated accuracy of +/- 6 seconds.
 BQ0265
 BQ0265.The orthometric height was determined by differential leveling
 BQ0265.and adjusted by the National Geodetic Survey in June 1991..
 BQ0265
 BQ0265.The geoid height was determined by GEOID03.
 BQ0265
 BQ0265.The dynamic height is computed by dividing the NAVD 88
 BQ0265.geopotential number by the normal gravity value computed on the
 BQ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0265.degrees latitude (g = 980.6199 gals.).
 BQ0265
 BQ0265.The modeled gravity was interpolated from observed gravity values.
 BQ0265
 BQ0265;                    North         East    Units  Estimated Accuracy
 BQ0265;SPC TX C     - 3,123,020.      287,100.      MT  (+/- 180 meters Scaled)
 BQ0265
 BQ0265                          SUPERSEDED SURVEY CONTROL
 BQ0265
 BQ0265  NGVD 29 (??/??/92) 1265.349  (m)         4151.40   (f) ADJ UNCH    1 2
 BQ0265
 BQ0265.Superseded values are not recommended for survey control.
 BQ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0265.See file dsdata.txt to determine how the superseded data were derived.
 BQ0265
 BQ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP339968(NAD 83)
 BQ0265_MARKER: DB = BENCH MARK DISK
 BQ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0265_STAMPING: U 23 1917 4151.95
 BQ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0265+STABILITY: SURFACE MOTION
 BQ0265
 BQ0265  HISTORY     - Date     Condition        Report By
 BQ0265  HISTORY     - 1917     MONUMENTED       CGS
 BQ0265  HISTORY     - 1957     MARK NOT FOUND   NGS
 BQ0265  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0265
 BQ0265                          STATION DESCRIPTION
 BQ0265
 BQ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0265'3.7 MI W FROM WENDELL.
 BQ0265'ABOUT 3.7 MILES WEST OF WENDELL, JEFF DAVIS CO., ON THE SOUTHERN
 BQ0265'PACIFIC RR AT MILEPOST 680, AND ABOUT 50 FEET SOUTH OF THE TRACK.  A
 BQ0265'STANDARD DISK STAMPED U 23 1917 4151.95 AND SET IN THE TOP OF A
 BQ0265'CONCRETE POST.
 BQ0265
 BQ0265                          STATION RECOVERY (1996)
 BQ0265
 BQ0265'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0864 ***********************************************************************
 DN0864  DESIGNATION -  U 230
 DN0864  PID         -  DN0864
 DN0864  STATE/COUNTY-  TX/MONTAGUE
 DN0864  USGS QUAD   -  BOWIE (1978)
 DN0864
 DN0864                         *CURRENT SURVEY CONTROL
 DN0864  ___________________________________________________________________
 DN0864* NAD 83(1986)-  33 32 44.     (N)    097 49 57.     (W)     SCALED    
 DN0864* NAVD 88     -       329.582  (meters)    1081.30   (feet)  ADJUSTED  
 DN0864  ___________________________________________________________________
 DN0864  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DN0864  DYNAMIC HT  -         329.219 (meters)    1080.11  (feet)  COMP
 DN0864  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 DN0864
 DN0864  VERT ORDER  -  FIRST     CLASS II
 DN0864
 DN0864.The horizontal coordinates were scaled from a topographic map and have
 DN0864.an estimated accuracy of +/- 6 seconds.
 DN0864
 DN0864.The orthometric height was determined by differential leveling
 DN0864.and adjusted by the National Geodetic Survey in June 1991..
 DN0864
 DN0864.The geoid height was determined by GEOID03.
 DN0864
 DN0864.The dynamic height is computed by dividing the NAVD 88
 DN0864.geopotential number by the normal gravity value computed on the
 DN0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0864.degrees latitude (g = 980.6199 gals.).
 DN0864
 DN0864.The modeled gravity was interpolated from observed gravity values.
 DN0864
 DN0864;                    North         East    Units  Estimated Accuracy
 DN0864;SPC TXNC     - 2,208,550.      661,990.      MT  (+/- 180 meters Scaled)
 DN0864
 DN0864                          SUPERSEDED SURVEY CONTROL
 DN0864
 DN0864  NGVD 29 (??/??/92)  329.481  (m)         1080.97   (f) ADJ UNCH    1 2
 DN0864
 DN0864.Superseded values are not recommended for survey control.
 DN0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0864.See file dsdata.txt to determine how the superseded data were derived.
 DN0864
 DN0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC083123(NAD 83)
 DN0864_MARKER: DB = BENCH MARK DISK
 DN0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0864_SP_SET: ABUTMENT
 DN0864_STAMPING: U 230 1952
 DN0864_MARK LOGO: CGS   
 DN0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0864
 DN0864  HISTORY     - Date     Condition        Report By
 DN0864  HISTORY     - 1952     MONUMENTED       CGS
 DN0864  HISTORY     - 1984     GOOD             NGS
 DN0864  HISTORY     - 19961116 GOOD             USPSQD
 DN0864
 DN0864                          STATION DESCRIPTION
 DN0864
 DN0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0864'1.3 MI SE FROM BOWIE.
 DN0864'1.3 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0864'THE STATION AT BOWIE, 4 POLES NORTHWEST OF MILEPOST 67, 5.8 FEET
 DN0864'SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET BELOW THE TOP OF THE RAILS,
 DN0864'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE
 DN0864'UNDERPASS OF U.S. HIGHWAY 81.
 DN0864
 DN0864                          STATION RECOVERY (1984)
 DN0864
 DN0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0864'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 DN0864'FORT WORTH AND DENVER RAILROAD IS NOW THE BURLINGTON NORTHERN
 DN0864'RAILROAD.
 DN0864
 DN0864                          STATION RECOVERY (1996)
 DN0864
 DN0864'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0752 ***********************************************************************
 DN0752  DESIGNATION -  U 231
 DN0752  PID         -  DN0752
 DN0752  STATE/COUNTY-  TX/WISE
 DN0752  USGS QUAD   -  ALVORD (1976)
 DN0752
 DN0752                         *CURRENT SURVEY CONTROL
 DN0752  ___________________________________________________________________
 DN0752* NAD 83(1986)-  33 20 08.     (N)    097 39 55.     (W)     SCALED    
 DN0752* NAVD 88     -       258.881  (meters)     849.35   (feet)  POSTED    
 DN0752  ___________________________________________________________________
 DN0752  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DN0752  DYNAMIC HT  -         258.590 (meters)     848.39  (feet)  COMP
 DN0752  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 DN0752
 DN0752  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DN0752
 DN0752.The horizontal coordinates were scaled from a topographic map and have
 DN0752.an estimated accuracy of +/- 6 seconds.
 DN0752
 DN0752.The orthometric height was determined by differential leveling
 DN0752.and adjusted by the National Geodetic Survey in 1992..
 DN0752.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DN0752.rate of 1.1 thru 2.0 mm/km.
 DN0752
 DN0752.The geoid height was determined by GEOID03.
 DN0752
 DN0752.The dynamic height is computed by dividing the NAVD 88
 DN0752.geopotential number by the normal gravity value computed on the
 DN0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0752.degrees latitude (g = 980.6199 gals.).
 DN0752
 DN0752.The modeled gravity was interpolated from observed gravity values.
 DN0752
 DN0752;                    North         East    Units  Estimated Accuracy
 DN0752;SPC TXNC     - 2,185,370.      677,700.      MT  (+/- 180 meters Scaled)
 DN0752
 DN0752                          SUPERSEDED SURVEY CONTROL
 DN0752
 DN0752  NGVD 29 (??/??/92)  258.801  (m)          849.08   (f) ADJ UNCH    1 2
 DN0752
 DN0752.Superseded values are not recommended for survey control.
 DN0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0752.See file dsdata.txt to determine how the superseded data were derived.
 DN0752
 DN0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB242892(NAD 83)
 DN0752_MARKER: DB = BENCH MARK DISK
 DN0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0752_SP_SET: CULVERT
 DN0752_STAMPING: U 231 1952
 DN0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0752
 DN0752  HISTORY     - Date     Condition        Report By
 DN0752  HISTORY     - 1952     MONUMENTED       CGS
 DN0752
 DN0752                          STATION DESCRIPTION
 DN0752
 DN0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0752'2.4 MI SE FROM ALVORD.
 DN0752'2.4 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0752'THE STATION AT ALVORD, 18 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 7 FEET
 DN0752'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF THE
 DN0752'SOUTHWEST HEADWALL OF CONCRETE CULVERT 49-31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2079 ***********************************************************************
 BY2079  DESIGNATION -  U 233
 BY2079  PID         -  BY2079
 BY2079  STATE/COUNTY-  TX/ANDERSON
 BY2079  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2079
 BY2079                         *CURRENT SURVEY CONTROL
 BY2079  ___________________________________________________________________
 BY2079* NAD 83(1986)-  31 51 27.     (N)    095 30 17.     (W)     SCALED    
 BY2079* NAVD 88     -       119.045  (meters)     390.57   (feet)  ADJUSTED  
 BY2079  ___________________________________________________________________
 BY2079  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY2079  DYNAMIC HT  -         118.902 (meters)     390.10  (feet)  COMP
 BY2079  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 BY2079
 BY2079  VERT ORDER  -  FIRST     CLASS II
 BY2079
 BY2079.The horizontal coordinates were scaled from a topographic map and have
 BY2079.an estimated accuracy of +/- 6 seconds.
 BY2079
 BY2079.The orthometric height was determined by differential leveling
 BY2079.and adjusted by the National Geodetic Survey in June 1991..
 BY2079
 BY2079.The geoid height was determined by GEOID03.
 BY2079
 BY2079.The dynamic height is computed by dividing the NAVD 88
 BY2079.geopotential number by the normal gravity value computed on the
 BY2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2079.degrees latitude (g = 980.6199 gals.).
 BY2079
 BY2079.The modeled gravity was interpolated from observed gravity values.
 BY2079
 BY2079;                    North         East    Units  Estimated Accuracy
 BY2079;SPC TX C     - 3,252,790.    1,156,830.      MT  (+/- 180 meters Scaled)
 BY2079
 BY2079                          SUPERSEDED SURVEY CONTROL
 BY2079
 BY2079  NGVD 29 (??/??/92)  119.051  (m)          390.59   (f) ADJ UNCH    1 2
 BY2079
 BY2079.Superseded values are not recommended for survey control.
 BY2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2079.See file dsdata.txt to determine how the superseded data were derived.
 BY2079
 BY2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR630273(NAD 83)
 BY2079_MARKER: DB = BENCH MARK DISK
 BY2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2079_STAMPING: U 233 1952
 BY2079_PROJECTION: PROJECTING 9 CENTIMETERS
 BY2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2079+STABILITY: SURFACE MOTION
 BY2079
 BY2079  HISTORY     - Date     Condition        Report By
 BY2079  HISTORY     - 1952     MONUMENTED       CGS
 BY2079  HISTORY     - 1964     GOOD             NGS
 BY2079  HISTORY     - 1979     GOOD             USGS
 BY2079  HISTORY     - 1980     GOOD             NGS
 BY2079  HISTORY     - 1990     GOOD             USPSQD
 BY2079
 BY2079                          STATION DESCRIPTION
 BY2079
 BY2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BY2079'0.8 MI SW FROM NECHES.
 BY2079'0.8 MILE SOUTHWEST ALONG U. S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY2079'NECHES, 285 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 87 FEET
 BY2079'SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING THE INTERNATIONAL
 BY2079'AND GREAT NORTHERN RAILROAD, 45.8 FEET SOUTHEAST OF THE SOUTHEAST
 BY2079'RAIL, 1 FOOT NORTHWEST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST,
 BY2079'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 BY2079'GROUND.  NOTE-- U.S. HIGHWAY 79 NOW BY PASSES NECHES.  THE ROAD
 BY2079'THROUGH NECHES IS NOW FARM ROAD 2267 WHICH USE TO BE U. S. HIGHWAY 79.
 BY2079'THE POST OFFICE IN NECHES HAS BEEN MOVED ABOUT ONE BLOCK NORTH FROM
 BY2079'WHERE THE OLD POST OFFICE WAS.  ALL DISTANCES AND MILEAGE TO REACH THE
 BY2079'BENCH MARK FROM NECHES STILL APPLY FOR RECOVERY.
 BY2079
 BY2079                          STATION RECOVERY (1979)
 BY2079
 BY2079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY2079'NEW DESCRIPTION .35 MILE NORTH ALONG N. SYCAMORE STREET FROM THE
 BY2079'POST OFFICE AT PALESTINE, THENCE 7.45 MI NORTHEAST ALONG U.S. HIGHWAY
 BY2079'79 TO Y-RD NORTHEAST, THENCE 1.85 MI NORTHEAST ALONG FARM ROAD 2574,
 BY2079'285 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 45.8 FEET
 BY2079'SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT NORTHWEST OF A FENCE, SET IN
 BY2079'THE TOP OF A
 BY2079
 BY2079                          STATION RECOVERY (1980)
 BY2079
 BY2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2079'1.3 KM. (0.8 MI.) SOUTHWEST ALONG FARM ROAD 2574 FROM THE POST OFFICE
 BY2079'IN NECHES, 86.9 M. (285 FT.) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 BY2079'16.8 M. (55.0 FT.) SOUTHWEST OF THE NORTHEAST END OF A FENCE, 13.9 M.
 BY2079'(45.6 FT.) SOUTHEAST OF THE SOUTHEAST RAIL OF THE MISSOURI PACIFIC
 BY2079'RAILROAD, 6.5 M. (21.2 FT.) NORTHEAST OF TWIN-TRUNKED OAK TREE, 0.3 M.
 BY2079'(1.0 FT.) NORTHWEST OF A FENCE.
 BY2079'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 BY2079'THE MARK IS ABOVE LEVEL WITH THE RAILROAD.
 BY2079
 BY2079                          STATION RECOVERY (1990)
 BY2079
 BY2079'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0430 ***********************************************************************
 FM0430  DESIGNATION -  U 234
 FM0430  PID         -  FM0430
 FM0430  STATE/COUNTY-  TX/HARTLEY
 FM0430  USGS QUAD   -  KING (1973)
 FM0430
 FM0430                         *CURRENT SURVEY CONTROL
 FM0430  ___________________________________________________________________
 FM0430* NAD 83(1986)-  35 57 36.     (N)    102 39 11.     (W)     SCALED    
 FM0430* NAVD 88     -      1222.459  (meters)    4010.68   (feet)  ADJUSTED  
 FM0430  ___________________________________________________________________
 FM0430  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 FM0430  DYNAMIC HT  -        1221.026 (meters)    4005.98  (feet)  COMP
 FM0430  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 FM0430
 FM0430  VERT ORDER  -  FIRST     CLASS II
 FM0430
 FM0430.The horizontal coordinates were scaled from a topographic map and have
 FM0430.an estimated accuracy of +/- 6 seconds.
 FM0430
 FM0430.The orthometric height was determined by differential leveling
 FM0430.and adjusted by the National Geodetic Survey in June 1991..
 FM0430
 FM0430.The geoid height was determined by GEOID03.
 FM0430
 FM0430.The dynamic height is computed by dividing the NAVD 88
 FM0430.geopotential number by the normal gravity value computed on the
 FM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0430.degrees latitude (g = 980.6199 gals.).
 FM0430
 FM0430.The modeled gravity was interpolated from observed gravity values.
 FM0430
 FM0430;                    North         East    Units  Estimated Accuracy
 FM0430;SPC TX N     - 1,218,050.       95,990.      MT  (+/- 180 meters Scaled)
 FM0430
 FM0430                          SUPERSEDED SURVEY CONTROL
 FM0430
 FM0430  NGVD 29 (??/??/92) 1221.905  (m)         4008.87   (f) ADJ UNCH    1 2
 FM0430
 FM0430.Superseded values are not recommended for survey control.
 FM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0430.See file dsdata.txt to determine how the superseded data were derived.
 FM0430
 FM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV116820(NAD 83)
 FM0430_MARKER: DB = BENCH MARK DISK
 FM0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0430_STAMPING: U-234 1933
 FM0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0430+STABILITY: SURFACE MOTION
 FM0430
 FM0430  HISTORY     - Date     Condition        Report By
 FM0430  HISTORY     - 1933     MONUMENTED       CGS
 FM0430
 FM0430                          STATION DESCRIPTION
 FM0430
 FM0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0430'10.8 MI NE FROM MIDDLEWATER.
 FM0430'10.8 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD.
 FM0430'AT MILE POLE NO. 556.  4.9 MILES NORTH EAST OF KING.  SET IN POST, 97
 FM0430'FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS AND 2 FEET NORTH WEST
 FM0430'OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0240 ***********************************************************************
 FM0240  DESIGNATION -  U 236
 FM0240  PID         -  FM0240
 FM0240  STATE/COUNTY-  TX/POTTER
 FM0240  USGS QUAD   -  BODEN (1966)
 FM0240
 FM0240                         *CURRENT SURVEY CONTROL
 FM0240  ___________________________________________________________________
 FM0240* NAD 83(1986)-  35 23 08.     (N)    102 03 14.     (W)     SCALED    
 FM0240* NAVD 88     -       991.115  (meters)    3251.68   (feet)  ADJUSTED  
 FM0240  ___________________________________________________________________
 FM0240  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FM0240  DYNAMIC HT  -         989.949 (meters)    3247.86  (feet)  COMP
 FM0240  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 FM0240
 FM0240  VERT ORDER  -  FIRST     CLASS II
 FM0240
 FM0240.The horizontal coordinates were scaled from a topographic map and have
 FM0240.an estimated accuracy of +/- 6 seconds.
 FM0240
 FM0240.The orthometric height was determined by differential leveling
 FM0240.and adjusted by the National Geodetic Survey in June 1991..
 FM0240
 FM0240.The geoid height was determined by GEOID03.
 FM0240
 FM0240.The dynamic height is computed by dividing the NAVD 88
 FM0240.geopotential number by the normal gravity value computed on the
 FM0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0240.degrees latitude (g = 980.6199 gals.).
 FM0240
 FM0240.The modeled gravity was interpolated from observed gravity values.
 FM0240
 FM0240;                    North         East    Units  Estimated Accuracy
 FM0240;SPC TX N     - 1,153,850.      149,680.      MT  (+/- 180 meters Scaled)
 FM0240
 FM0240                          SUPERSEDED SURVEY CONTROL
 FM0240
 FM0240  NGVD 29 (??/??/92)  990.646  (m)         3250.14   (f) ADJ UNCH    1 2
 FM0240
 FM0240.Superseded values are not recommended for survey control.
 FM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0240.See file dsdata.txt to determine how the superseded data were derived.
 FM0240
 FM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV676197(NAD 83)
 FM0240_MARKER: DB = BENCH MARK DISK
 FM0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0240_SP_SET: CULVERT
 FM0240_STAMPING: U-236 1933
 FM0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0240
 FM0240  HISTORY     - Date     Condition        Report By
 FM0240  HISTORY     - 1933     MONUMENTED       CGS
 FM0240  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0240
 FM0240                          STATION DESCRIPTION
 FM0240
 FM0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0240'1.1 MI SE FROM BODEN.
 FM0240'1.1 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0240'CITY RAILROAD.  AT CONCRETE CULVERT NO. 256-76.  11 1/2 POLES SOUTH
 FM0240'EAST OF MILE POLE NO. 357.  100 FEET NORTH WEST OF HANDCAR SET-OFF.
 FM0240'SET IN NORTH WEST END OF THE SOUTH WEST HEADWALL, 15 FEET SOUTH WEST
 FM0240'OF THE CENTERLINE OF THE TRACKS.
 FM0240
 FM0240                          STATION RECOVERY (1985)
 FM0240
 FM0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0240'A NEW BRIDGE HAS BEEN CONSTRUCTED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0031 ***********************************************************************
 GL0031  DESIGNATION -  U 237
 GL0031  PID         -  GL0031
 GL0031  STATE/COUNTY-  TX/DALLAM
 GL0031  USGS QUAD   -  WILCO NE (1965)
 GL0031
 GL0031                         *CURRENT SURVEY CONTROL
 GL0031  ___________________________________________________________________
 GL0031* NAD 83(1986)-  36 12 37.     (N)    102 16 50.     (W)     SCALED    
 GL0031* NAVD 88     -      1175.438  (meters)    3856.42   (feet)  ADJUSTED  
 GL0031  ___________________________________________________________________
 GL0031  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 GL0031  DYNAMIC HT  -        1174.109 (meters)    3852.06  (feet)  COMP
 GL0031  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 GL0031
 GL0031  VERT ORDER  -  FIRST     CLASS II
 GL0031
 GL0031.The horizontal coordinates were scaled from a topographic map and have
 GL0031.an estimated accuracy of +/- 6 seconds.
 GL0031
 GL0031.The orthometric height was determined by differential leveling
 GL0031.and adjusted by the National Geodetic Survey in June 1991..
 GL0031
 GL0031.The geoid height was determined by GEOID03.
 GL0031
 GL0031.The dynamic height is computed by dividing the NAVD 88
 GL0031.geopotential number by the normal gravity value computed on the
 GL0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0031.degrees latitude (g = 980.6199 gals.).
 GL0031
 GL0031.The modeled gravity was interpolated from observed gravity values.
 GL0031
 GL0031;                    North         East    Units  Estimated Accuracy
 GL0031;SPC TX N     - 1,245,490.      129,810.      MT  (+/- 180 meters Scaled)
 GL0031
 GL0031                          SUPERSEDED SURVEY CONTROL
 GL0031
 GL0031.No superseded survey control is available for this station.
 GL0031
 GL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA444107(NAD 83)
 GL0031_MARKER: DB = BENCH MARK DISK
 GL0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0031_STAMPING: U-237, 1933
 GL0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0031+STABILITY: SURFACE MOTION
 GL0031
 GL0031  HISTORY     - Date     Condition        Report By
 GL0031  HISTORY     - 1933     MONUMENTED       CGS
 GL0031  HISTORY     - 1943     GOOD             NGS
 GL0031
 GL0031                          STATION DESCRIPTION
 GL0031
 GL0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0031'2.7 MI SW FROM CONLEN.
 GL0031'2.7 MILES SOUTH WEST OF CONLEN DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0031'AT PRIVATE ROAD CROSSING, 30 POLES SOUTH WEST OF MILE POLE NO. 528.
 GL0031'SET IN POST, 45 FEET NORTH WEST OF THE CENTERLINE OF THE TRACKS AND 4
 GL0031'FEET SOUTH WEST OF POLE.
 GL0031
 GL0031                          STATION RECOVERY (1943)
 GL0031
 GL0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 GL0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0463 ***********************************************************************
 BM0463  DESIGNATION -  U 238
 BM0463  PID         -  BM0463
 BM0463  STATE/COUNTY-  TX/BASTROP
 BM0463  USGS QUAD   -  SMITHVILLE (1982)
 BM0463
 BM0463                         *CURRENT SURVEY CONTROL
 BM0463  ___________________________________________________________________
 BM0463* NAD 83(1986)-  30 00 45.     (N)    097 10 06.     (W)     SCALED    
 BM0463* NAVD 88     -       104.65   (+/-2cm)     343.3    (feet)  VERTCON   
 BM0463  ___________________________________________________________________
 BM0463  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BM0463
 BM0463  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0463
 BM0463.The horizontal coordinates were scaled from a topographic map and have
 BM0463.an estimated accuracy of +/- 6 seconds.
 BM0463
 BM0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0463.The vertical order pertains to the NGVD 29 superseded value.
 BM0463
 BM0463.The geoid height was determined by GEOID03.
 BM0463
 BM0463;                    North         East    Units  Estimated Accuracy
 BM0463;SPC TX C     - 3,042,680.    1,005,310.      MT  (+/- 180 meters Scaled)
 BM0463
 BM0463                          SUPERSEDED SURVEY CONTROL
 BM0463
 BM0463  NGVD 29 (??/??/92)  104.598  (m)          343.17   (f) ADJ UNCH    1 2
 BM0463
 BM0463.Superseded values are not recommended for survey control.
 BM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0463.See file dsdata.txt to determine how the superseded data were derived.
 BM0463
 BM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU766215(NAD 83)
 BM0463_MARKER: DB = BENCH MARK DISK
 BM0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0463_STAMPING: U 238 1953
 BM0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0463+STABILITY: SURFACE MOTION
 BM0463
 BM0463  HISTORY     - Date     Condition        Report By
 BM0463  HISTORY     - 1953     MONUMENTED       CGS
 BM0463  HISTORY     - 1973     MARK NOT FOUND   NGS
 BM0463
 BM0463                          STATION DESCRIPTION
 BM0463
 BM0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0463'0.7 MI NW FROM SMITHVILLE.
 BM0463'0.7 MILE NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0463'THE STATION AT SMITHVILLE, 50.7 FEET SOUTHEAST OF THE 10TH POLE
 BM0463'NORTHWEST OF MILEPOST 969, 23 FEET NORTHEAST OF THE NORTHEAST RAIL, 25
 BM0463'FEET NORTHWEST OF A JOG IN A FENCE, 90 FEET SOUTHWEST OF THE SOUTHWEST
 BM0463'CORNER OF A FARMHOUSE, 2.4 FEET SOUTHWEST OF A FENCE, 3.4 FEET
 BM0463'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0463'PROJECTS 1.0 FOOT ABOVE THE GROUND.
 BM0463
 BM0463                          STATION RECOVERY (1973)
 BM0463
 BM0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0946 ***********************************************************************
 BZ0946  DESIGNATION -  U 239
 BZ0946  PID         -  BZ0946
 BZ0946  STATE/COUNTY-  TX/BELL
 BZ0946  USGS QUAD   -  FORT HOOD (1995)
 BZ0946
 BZ0946                         *CURRENT SURVEY CONTROL
 BZ0946  ___________________________________________________________________
 BZ0946* NAD 83(1986)-  31 08 39.     (N)    097 46 40.     (W)     SCALED    
 BZ0946* NAVD 88     -       292.334  (meters)     959.10   (feet)  ADJUSTED  
 BZ0946  ___________________________________________________________________
 BZ0946  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BZ0946  DYNAMIC HT  -         291.943 (meters)     957.82  (feet)  COMP
 BZ0946  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 BZ0946
 BZ0946  VERT ORDER  -  FIRST     CLASS II
 BZ0946
 BZ0946.The horizontal coordinates were scaled from a topographic map and have
 BZ0946.an estimated accuracy of +/- 6 seconds.
 BZ0946
 BZ0946.The orthometric height was determined by differential leveling
 BZ0946.and adjusted by the National Geodetic Survey in June 1991..
 BZ0946
 BZ0946.The geoid height was determined by GEOID03.
 BZ0946
 BZ0946.The dynamic height is computed by dividing the NAVD 88
 BZ0946.geopotential number by the normal gravity value computed on the
 BZ0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0946.degrees latitude (g = 980.6199 gals.).
 BZ0946
 BZ0946.The modeled gravity was interpolated from observed gravity values.
 BZ0946
 BZ0946;                    North         East    Units  Estimated Accuracy
 BZ0946;SPC TX C     - 3,166,590.      943,650.      MT  (+/- 180 meters Scaled)
 BZ0946
 BZ0946                          SUPERSEDED SURVEY CONTROL
 BZ0946
 BZ0946  NGVD 29 (??/??/92)  292.250  (m)          958.82   (f) ADJ UNCH    1 2
 BZ0946
 BZ0946.Superseded values are not recommended for survey control.
 BZ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0946.See file dsdata.txt to determine how the superseded data were derived.
 BZ0946
 BZ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV165462(NAD 83)
 BZ0946_MARKER: DB = BENCH MARK DISK
 BZ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0946_STAMPING: U 239 1953
 BZ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0946+STABILITY: SURFACE MOTION
 BZ0946
 BZ0946  HISTORY     - Date     Condition        Report By
 BZ0946  HISTORY     - 1953     MONUMENTED       CGS
 BZ0946  HISTORY     - 1957     MARK NOT FOUND   DOD
 BZ0946  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0946
 BZ0946                          STATION DESCRIPTION
 BZ0946
 BZ0946'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0946'5.8 MI NW FROM KILLEEN.
 BZ0946'5.8 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 3.6 MILES WEST ALONG THE
 BZ0946'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.2 MILE NORTH
 BZ0946'ALONG TWO HUNDRED AND SEVENTY-NINTH STREET, 0.2 MILE EAST ALONG SPUR
 BZ0946'DRIVE, 0.2 MILE NORTH ALONG TWO HUNDRED AND SEVENTY-SEVENTH STREET,
 BZ0946'0.2 MILE EAST ALONG WAREHOUSE AVENUE, 1.0 MILE NORTH ALONG TWO HUNDRED
 BZ0946'AND SEVENTY-SECOND, ONE HUNDRED AND SEVENTY-SECOND AND SEVENTY-SECOND
 BZ0946'STREETS, 0.4 MILE EAST ALONG CENTRAL AVENUE, ON THE FORT HOOD MILITARY
 BZ0946'RESERVATION, 0.4 MILE WEST OF BENCH MARK 6-1/2 (U.S.E.), AT THE
 BZ0946'INTERSECTION OF PARK AVENUE AND SIXTY-FIFTH STREET, 47 YARDS NORTH OF
 BZ0946'THE CENTERLINE OF CENTRAL AVENUE, 69 FEET SOUTHEAST OF THE CENTER OF
 BZ0946'THE STREET INTERSECTION, 54 FEET EAST OF THE CENTERLINE OF SIXTY-FIFTH
 BZ0946'STREET, 4 FEET SOUTH OF A CONCRETE STREET-MARKER, AND SET IN THE TOP
 BZ0946'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BZ0946
 BZ0946                          STATION RECOVERY (2001)
 BZ0946
 BZ0946'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0120 ***********************************************************************
 BQ0120  DESIGNATION -  U 24
 BQ0120  PID         -  BQ0120
 BQ0120  STATE/COUNTY-  TX/PRESIDIO
 BQ0120  USGS QUAD   -  MARFA (1983)
 BQ0120
 BQ0120                         *CURRENT SURVEY CONTROL
 BQ0120  ___________________________________________________________________
 BQ0120* NAD 83(1986)-  30 18 40.     (N)    104 01 16.     (W)     SCALED    
 BQ0120* NAVD 88     -      1430.961  (meters)    4694.74   (feet)  ADJUSTED  
 BQ0120  ___________________________________________________________________
 BQ0120  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 BQ0120  DYNAMIC HT  -        1428.570 (meters)    4686.90  (feet)  COMP
 BQ0120  MODELED GRAV-     978,921.0   (mgal)                       NAVD 88
 BQ0120
 BQ0120  VERT ORDER  -  FIRST     CLASS II
 BQ0120
 BQ0120.The horizontal coordinates were scaled from a topographic map and have
 BQ0120.an estimated accuracy of +/- 6 seconds.
 BQ0120
 BQ0120.The orthometric height was determined by differential leveling
 BQ0120.and adjusted by the National Geodetic Survey in June 1991..
 BQ0120
 BQ0120.The geoid height was determined by GEOID03.
 BQ0120
 BQ0120.The dynamic height is computed by dividing the NAVD 88
 BQ0120.geopotential number by the normal gravity value computed on the
 BQ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0120.degrees latitude (g = 980.6199 gals.).
 BQ0120
 BQ0120.The modeled gravity was interpolated from observed gravity values.
 BQ0120
 BQ0120;                    North         East    Units  Estimated Accuracy
 BQ0120;SPC TXSC     - 4,284,980.      117,190.      MT  (+/- 180 meters Scaled)
 BQ0120
 BQ0120                          SUPERSEDED SURVEY CONTROL
 BQ0120
 BQ0120  NGVD 29 (??/??/92) 1430.372  (m)         4692.81   (f) ADJ UNCH    1 2
 BQ0120
 BQ0120.Superseded values are not recommended for survey control.
 BQ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0120.See file dsdata.txt to determine how the superseded data were derived.
 BQ0120
 BQ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP941536(NAD 83)
 BQ0120_MARKER: DB = BENCH MARK DISK
 BQ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0120_STAMPING: U 24 1917 ELEV. 4692.970 FT.
 BQ0120_MARK LOGO: CGS   
 BQ0120_PROJECTION: RECESSED 10 CENTIMETERS
 BQ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0120+STABILITY: SURFACE MOTION
 BQ0120
 BQ0120  HISTORY     - Date     Condition        Report By
 BQ0120  HISTORY     - 1917     MONUMENTED       CGS
 BQ0120  HISTORY     - 1957     GOOD             NGS
 BQ0120  HISTORY     - 1981     GOOD             NGS
 BQ0120  HISTORY     - 1989     GOOD             USPSQD
 BQ0120  HISTORY     - 19961009 GOOD             USPSQD
 BQ0120
 BQ0120                          STATION DESCRIPTION
 BQ0120
 BQ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0120'IN MARFA.
 BQ0120'AT MARFA, 131 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE TEXAS AND
 BQ0120'NEW ORLEANS RAILROAD STATION, 28 FEET NORTH OF THE NORTH RAIL OF THE
 BQ0120'MAIN TRACK, IN THE SOUTHWEST CORNER OF THE CITY PARK, 61 FEET
 BQ0120'NORTHEAST OF THE CENTER OF A ROAD CROSSING, 53 FEET EAST OF THE CENTER
 BQ0120'LINE OF HIGHLAND STREET WHICH IS ALSO STATE HIGHWAY 17, IN THE TOP OF
 BQ0120'A CONCRETE POST FLUSH WITH THE GROUND.
 BQ0120
 BQ0120                          STATION RECOVERY (1981)
 BQ0120
 BQ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0120'IN MARFA, AT THE U.S. POST OFFICE, IN THE WEST EDGE OF A HEDGE ROW,
 BQ0120'16.2 METERS (53.0 FT) EAST OF THE CENTERLINE OF HIGHLAND STREET
 BQ0120'(STATE HIGHWAY 17), 10.2 METERS (33.5 FT) SOUTH OF THE SOUTHWEST
 BQ0120'CORNER OF THE POST OFFICE, AND 8.5 METERS (28.0 FT) NORTH OF THE
 BQ0120'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 1.1 METERS (3.5 FT)
 BQ0120'EAST OF THE EAST EDGE OF A SIDEWALK.
 BQ0120'THE MARK IS ABOVE LEVEL WITH THE STREET.
 BQ0120
 BQ0120                          STATION RECOVERY (1989)
 BQ0120
 BQ0120'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0120'RECOVERED IN GOOD CONDITION.
 BQ0120
 BQ0120                          STATION RECOVERY (1996)
 BQ0120
 BQ0120'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0543 ***********************************************************************
 BM0543  DESIGNATION -  U 240
 BM0543  PID         -  BM0543
 BM0543  STATE/COUNTY-  TX/TRAVIS
 BM0543  USGS QUAD   -  MANOR (1988)
 BM0543
 BM0543                         *CURRENT SURVEY CONTROL
 BM0543  ___________________________________________________________________
 BM0543* NAD 83(1986)-  30 20 32.     (N)    097 34 08.     (W)     SCALED    
 BM0543* NAVD 88     -       159.37   (+/-2cm)     522.9    (feet)  VERTCON   
 BM0543  ___________________________________________________________________
 BM0543  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM0543
 BM0543  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0543
 BM0543.The horizontal coordinates were scaled from a topographic map and have
 BM0543.an estimated accuracy of +/- 6 seconds.
 BM0543
 BM0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0543.The vertical order pertains to the NGVD 29 superseded value.
 BM0543
 BM0543.The geoid height was determined by GEOID03.
 BM0543
 BM0543;                    North         East    Units  Estimated Accuracy
 BM0543;SPC TX C     - 3,078,190.      965,770.      MT  (+/- 180 meters Scaled)
 BM0543
 BM0543                          SUPERSEDED SURVEY CONTROL
 BM0543
 BM0543  NGVD 29 (??/??/92)  159.286  (m)          522.59   (f) ADJ UNCH    1 2
 BM0543
 BM0543.Superseded values are not recommended for survey control.
 BM0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0543.See file dsdata.txt to determine how the superseded data were derived.
 BM0543
 BM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU375575(NAD 83)
 BM0543_MARKER: DB = BENCH MARK DISK
 BM0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0543_STAMPING: U 240 1953
 BM0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0543+STABILITY: SURFACE MOTION
 BM0543
 BM0543  HISTORY     - Date     Condition        Report By
 BM0543  HISTORY     - 1953     MONUMENTED       CGS
 BM0543  HISTORY     - 1990     GOOD             USPSQD
 BM0543  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 BM0543  HISTORY     - 19990123 GOOD             USPSQD
 BM0543  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0543
 BM0543                          STATION DESCRIPTION
 BM0543
 BM0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0543'13.0 MI W FROM ELGIN.
 BM0543'13.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0543'STATION AT ELGIN, 180 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 BM0543'CROSSING, 91 FEET NORTH OF THE NORTH RAIL, 72 FEET SOUTH OF THE CENTER
 BM0543'LINE OF A PAVED ROAD, 12 FEET EAST OF A TELEPHONE POLE, IN LINE WITH A
 BM0543'ROW OF POLES, 3.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BM0543'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0543
 BM0543                          STATION RECOVERY (1990)
 BM0543
 BM0543'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BM0543'RECOVERED IN GOOD CONDITION.
 BM0543
 BM0543                          STATION RECOVERY (1991)
 BM0543
 BM0543'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0543'MARK NOT FOUND.
 BM0543
 BM0543                          STATION RECOVERY (1999)
 BM0543
 BM0543'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0543'RECOVERED IN GOOD CONDITION.
 BM0543
 BM0543                          STATION RECOVERY (2003)
 BM0543
 BM0543'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0543'SOIL HAS BEEN TURNED UP IN THIS AREA.  MARK NOT FOUND IN A CASUAL
 BM0543'SEARCH OF THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0251 ***********************************************************************
 GL0251  DESIGNATION -  U 241
 GL0251  PID         -  GL0251
 GL0251  STATE/COUNTY-  TX/DALLAM
 GL0251  USGS QUAD   -  BOLIN (1973)
 GL0251
 GL0251                         *CURRENT SURVEY CONTROL
 GL0251  ___________________________________________________________________
 GL0251* NAD 83(1986)-  36 09 00.     (N)    102 39 20.     (W)     SCALED    
 GL0251* NAVD 88     -      1254.512  (meters)    4115.84   (feet)  ADJUSTED  
 GL0251  ___________________________________________________________________
 GL0251  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 GL0251  DYNAMIC HT  -        1253.057 (meters)    4111.07  (feet)  COMP
 GL0251  MODELED GRAV-     979,429.5   (mgal)                       NAVD 88
 GL0251
 GL0251  VERT ORDER  -  FIRST     CLASS II
 GL0251
 GL0251.The horizontal coordinates were scaled from a topographic map and have
 GL0251.an estimated accuracy of +/- 6 seconds.
 GL0251
 GL0251.The orthometric height was determined by differential leveling
 GL0251.and adjusted by the National Geodetic Survey in June 1991..
 GL0251
 GL0251.The geoid height was determined by GEOID03.
 GL0251
 GL0251.The dynamic height is computed by dividing the NAVD 88
 GL0251.geopotential number by the normal gravity value computed on the
 GL0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0251.degrees latitude (g = 980.6199 gals.).
 GL0251
 GL0251.The modeled gravity was interpolated from observed gravity values.
 GL0251
 GL0251;                    North         East    Units  Estimated Accuracy
 GL0251;SPC TX N     - 1,239,130.       96,010.      MT  (+/- 180 meters Scaled)
 GL0251
 GL0251                          SUPERSEDED SURVEY CONTROL
 GL0251
 GL0251.No superseded survey control is available for this station.
 GL0251
 GL0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA109031(NAD 83)
 GL0251_MARKER: DB = BENCH MARK DISK
 GL0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0251+STABILITY: SURFACE MOTION
 GL0251
 GL0251  HISTORY     - Date     Condition        Report By
 GL0251  HISTORY     - UNK      MONUMENTED       CGS
 GL0251  HISTORY     - 1934     GOOD             NGS
 GL0251
 GL0251                          STATION DESCRIPTION
 GL0251
 GL0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0251'9.84 MI NW FROM DALHART.
 GL0251'9.84 MILES NORTH WEST OF DALHART BY RAIL.  SET ON RIGHT OF WAY OF FORT
 GL0251'WORTH AND DENVER R.R. OPPOSITE M.P. 427.  45 FT. EAST OF CENTER LINE
 GL0251'OF TRACK.  99 FT. WEST OF CENTER LINE OF TEXAS (U.S.) HWY. 385.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0342 ***********************************************************************
 FM0342  DESIGNATION -  U 243
 FM0342  PID         -  FM0342
 FM0342  STATE/COUNTY-  TX/OLDHAM
 FM0342  USGS QUAD   -  EVERETT (1965)
 FM0342
 FM0342                         *CURRENT SURVEY CONTROL
 FM0342  ___________________________________________________________________
 FM0342* NAD 83(1986)-  35 13 54.     (N)    102 21 31.     (W)     SCALED    
 FM0342* NAVD 88     -      1214.238  (meters)    3983.71   (feet)  ADJUSTED  
 FM0342  ___________________________________________________________________
 FM0342  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 FM0342  DYNAMIC HT  -        1212.768 (meters)    3978.89  (feet)  COMP
 FM0342  MODELED GRAV-     979,381.1   (mgal)                       NAVD 88
 FM0342
 FM0342  VERT ORDER  -  SECOND    CLASS 0
 FM0342
 FM0342.The horizontal coordinates were scaled from a topographic map and have
 FM0342.an estimated accuracy of +/- 6 seconds.
 FM0342
 FM0342.The orthometric height was determined by differential leveling
 FM0342.and adjusted by the National Geodetic Survey in June 1991..
 FM0342
 FM0342.The geoid height was determined by GEOID03.
 FM0342
 FM0342.The dynamic height is computed by dividing the NAVD 88
 FM0342.geopotential number by the normal gravity value computed on the
 FM0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0342.degrees latitude (g = 980.6199 gals.).
 FM0342
 FM0342.The modeled gravity was interpolated from observed gravity values.
 FM0342
 FM0342;                    North         East    Units  Estimated Accuracy
 FM0342;SPC TX N     - 1,136,980.      121,850.      MT  (+/- 180 meters Scaled)
 FM0342
 FM0342                          SUPERSEDED SURVEY CONTROL
 FM0342
 FM0342  NGVD 29 (??/??/92) 1213.713  (m)         3981.99   (f) ADJ UNCH    2 0
 FM0342
 FM0342.Superseded values are not recommended for survey control.
 FM0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0342.See file dsdata.txt to determine how the superseded data were derived.
 FM0342
 FM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV403019(NAD 83)
 FM0342_MARKER: DB = BENCH MARK DISK
 FM0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0342_STAMPING: U-243 1934
 FM0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0342+STABILITY: SURFACE MOTION
 FM0342
 FM0342  HISTORY     - Date     Condition        Report By
 FM0342  HISTORY     - 1934     MONUMENTED       CGS
 FM0342
 FM0342                          STATION DESCRIPTION
 FM0342
 FM0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0342'3.9 MI E FROM VEGA.
 FM0342'3.9 MILES EAST OF ROCK ISLAND DEPOT AT VEGA 51 FEET WEST OF MILE POST
 FM0342'791.  54 FEET SOUTH OF CENTERLINE OF ROCK ISLAND RAILROAD.  2 FEET
 FM0342'NORTH OF RIGHT-OF-WAY FENCE.  5 FEET BELOW LEVEL OF RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0876 ***********************************************************************
 DN0876  DESIGNATION -  U 244
 DN0876  PID         -  DN0876
 DN0876  STATE/COUNTY-  TX/MONTAGUE
 DN0876  USGS QUAD   -  BELCHERVILLE (1967)
 DN0876
 DN0876                         *CURRENT SURVEY CONTROL
 DN0876  ___________________________________________________________________
 DN0876* NAD 83(1986)-  33 48 41.     (N)    097 52 00.     (W)     SCALED    
 DN0876* NAVD 88     -       252.444  (meters)     828.23   (feet)  ADJUSTED  
 DN0876  ___________________________________________________________________
 DN0876  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DN0876  DYNAMIC HT  -         252.170 (meters)     827.33  (feet)  COMP
 DN0876  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 DN0876
 DN0876  VERT ORDER  -  SECOND    CLASS 0
 DN0876
 DN0876.The horizontal coordinates were scaled from a topographic map and have
 DN0876.an estimated accuracy of +/- 6 seconds.
 DN0876
 DN0876.The orthometric height was determined by differential leveling
 DN0876.and adjusted by the National Geodetic Survey in June 1991..
 DN0876
 DN0876.The geoid height was determined by GEOID03.
 DN0876
 DN0876.The dynamic height is computed by dividing the NAVD 88
 DN0876.geopotential number by the normal gravity value computed on the
 DN0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0876.degrees latitude (g = 980.6199 gals.).
 DN0876
 DN0876.The modeled gravity was interpolated from observed gravity values.
 DN0876
 DN0876;                    North         East    Units  Estimated Accuracy
 DN0876;SPC TXNC     - 2,238,010.      658,640.      MT  (+/- 180 meters Scaled)
 DN0876
 DN0876                          SUPERSEDED SURVEY CONTROL
 DN0876
 DN0876  NGVD 29 (??/??/92)  252.35   (m)          827.9    (f) COMPUTED    2 0
 DN0876
 DN0876.Superseded values are not recommended for survey control.
 DN0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0876.See file dsdata.txt to determine how the superseded data were derived.
 DN0876
 DN0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC048418(NAD 83)
 DN0876_MARKER: DB = BENCH MARK DISK
 DN0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0876_STAMPING: 827.935 U 244 1934
 DN0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0876+STABILITY: SURFACE MOTION
 DN0876
 DN0876  HISTORY     - Date     Condition        Report By
 DN0876  HISTORY     - 1934     MONUMENTED       CGS
 DN0876  HISTORY     - 1950     GOOD             NGS
 DN0876  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0876
 DN0876                          STATION DESCRIPTION
 DN0876
 DN0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0876'2.2 MI NW FROM BELCHERVILLE.
 DN0876'THIS MARK WAS RECOVERED AND THE ORIGINAL DESCRIPTION WAS FOUND IN
 DN0876'ERROR.  A NEW DESCRIPTION IS AS FOLLOWS.  ABOUT 2.2 MILES NORTHWEST
 DN0876'ALONG THE M.K.T. RAILROAD FROM BELCHERVILLE, MONTAGUE COUNTY, 1/2 MILE
 DN0876'WEST OF A CEMETERY AND M.P. 751, ABOUT MIDWAY BETWEEN M.P.751 AND
 DN0876'M.P.752, 30 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND 50 FEET
 DN0876'NORTH OF THE CENTERLINE OF THE TRACKS, IN THE OPEN AREA BETWEEN THE
 DN0876'ROAD AND TRACKS AND ABOUT 0.15 MILE WEST OF THE POINT WHERE THE ROAD
 DN0876'BEARS EAST AND AWAY FROM THE TRACKS.  THE MARK IS ABOUT 2 FEET BELOW
 DN0876'THE LEVEL OF THE TRACKS AND PROJECTS ABOUT 12 INCHES.
 DN0876
 DN0876                          STATION RECOVERY (1996)
 DN0876
 DN0876'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0592 ***********************************************************************
 DN0592  DESIGNATION -  U 245
 DN0592  PID         -  DN0592
 DN0592  STATE/COUNTY-  TX/COOKE
 DN0592  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN0592
 DN0592                         *CURRENT SURVEY CONTROL
 DN0592  ___________________________________________________________________
 DN0592* NAD 83(1986)-  33 38 15.     (N)    097 09 08.     (W)     SCALED    
 DN0592* NAVD 88     -       230.415  (meters)     755.95   (feet)  ADJUSTED  
 DN0592  ___________________________________________________________________
 DN0592  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN0592  DYNAMIC HT  -         230.175 (meters)     755.17  (feet)  COMP
 DN0592  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 DN0592
 DN0592  VERT ORDER  -  SECOND    CLASS 0
 DN0592
 DN0592.The horizontal coordinates were scaled from a topographic map and have
 DN0592.an estimated accuracy of +/- 6 seconds.
 DN0592
 DN0592.The orthometric height was determined by differential leveling
 DN0592.and adjusted by the National Geodetic Survey in June 1991..
 DN0592
 DN0592.The geoid height was determined by GEOID03.
 DN0592
 DN0592.The dynamic height is computed by dividing the NAVD 88
 DN0592.geopotential number by the normal gravity value computed on the
 DN0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0592.degrees latitude (g = 980.6199 gals.).
 DN0592
 DN0592.The modeled gravity was interpolated from observed gravity values.
 DN0592
 DN0592;                    North         East    Units  Estimated Accuracy
 DN0592;SPC TXNC     - 2,219,350.      725,030.      MT  (+/- 180 meters Scaled)
 DN0592
 DN0592                          SUPERSEDED SURVEY CONTROL
 DN0592
 DN0592  NGVD 29 (??/??/92)  230.378  (m)          755.83   (f) ADJ UNCH    2 0
 DN0592
 DN0592.Superseded values are not recommended for survey control.
 DN0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0592.See file dsdata.txt to determine how the superseded data were derived.
 DN0592
 DN0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC713234(NAD 83)
 DN0592_MARKER: DB = BENCH MARK DISK
 DN0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0592_SP_SET: CULVERT
 DN0592_STAMPING: U 245 1934
 DN0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0592+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 DN0592
 DN0592  HISTORY     - Date     Condition        Report By
 DN0592  HISTORY     - 1934     MONUMENTED       CGS
 DN0592  HISTORY     - 19950602 GOOD             USPSQD
 DN0592  HISTORY     - 20050908 GOOD             GEOCAC
 DN0592
 DN0592                          STATION DESCRIPTION
 DN0592
 DN0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0592'1.4 MI W FROM GAINESVILLE.
 DN0592'ABOUT 1.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0592'FROM THE STATION AT GAINESVILLE, COOKE COUNTY, ABOUT 3 POLES WEST OF A
 DN0592'CROSSING, AT THE INTERSECTION OF A SECTION LINE, SOUTH OF THE TRACK,
 DN0592'IN THE TOP OF A CULVERT HEAD WALL, AND ABOUT 6 FEET LOWER THAN THE
 DN0592'TRACK.  A STANDARD DISK, STAMPED U 245 1934.
 DN0592
 DN0592                          STATION RECOVERY (1995)
 DN0592
 DN0592'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0592'RECOVERED IN GOOD CONDITION.
 DN0592
 DN0592                          STATION RECOVERY (2005)
 DN0592
 DN0592'RECOVERY NOTE BY GEOCACHING 2005 (JW)
 DN0592'RAILROAD TRACKS NO LONGER EXIST, GRADE APPARENTLY ABANDONED/OVERGROWN.
 DN0592'UTILIZING OLD RR GRADE, LOCATION AS DESCRIBED ACCURATE, COORDINATES
 DN0592'OFF AT LEAST 100'.  ACTUAL COORDINATES PLUS OR MINUS 10 FEET BY GPS
 DN0592'AVERAGING ARE AS FOLLOWS --
 DN0592'N33.63780 W097.15253
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1865 ***********************************************************************
 CS1865  DESIGNATION -  U 246
 CS1865  PID         -  CS1865
 CS1865  STATE/COUNTY-  TX/TARRANT
 CS1865  USGS QUAD   -  KELLER (1981)
 CS1865
 CS1865                         *CURRENT SURVEY CONTROL
 CS1865  ___________________________________________________________________
 CS1865* NAD 83(1986)-  32 58 11.     (N)    097 21 02.     (W)     SCALED    
 CS1865* NAVD 88     -       215.468  (meters)     706.91   (feet)  ADJUSTED  
 CS1865  ___________________________________________________________________
 CS1865  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS1865  DYNAMIC HT  -         215.214 (meters)     706.08  (feet)  COMP
 CS1865  MODELED GRAV-     979,458.2   (mgal)                       NAVD 88
 CS1865
 CS1865  VERT ORDER  -  SECOND    CLASS 0
 CS1865
 CS1865.The horizontal coordinates were scaled from a topographic map and have
 CS1865.an estimated accuracy of +/- 6 seconds.
 CS1865
 CS1865.The orthometric height was determined by differential leveling
 CS1865.and adjusted by the National Geodetic Survey in June 1991..
 CS1865
 CS1865.The geoid height was determined by GEOID03.
 CS1865
 CS1865.The dynamic height is computed by dividing the NAVD 88
 CS1865.geopotential number by the normal gravity value computed on the
 CS1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1865.degrees latitude (g = 980.6199 gals.).
 CS1865
 CS1865.The modeled gravity was interpolated from observed gravity values.
 CS1865
 CS1865;                    North         East    Units  Estimated Accuracy
 CS1865;SPC TXNC     - 2,145,080.      707,440.      MT  (+/- 180 meters Scaled)
 CS1865
 CS1865                          SUPERSEDED SURVEY CONTROL
 CS1865
 CS1865  NGVD 29 (??/??/92)  215.462  (m)          706.89   (f) ADJ UNCH    2 0
 CS1865
 CS1865.Superseded values are not recommended for survey control.
 CS1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1865.See file dsdata.txt to determine how the superseded data were derived.
 CS1865
 CS1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB541491(NAD 83)
 CS1865_MARKER: DB = BENCH MARK DISK
 CS1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1865_STAMPING: U 246 1934
 CS1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1865+STABILITY: SURFACE MOTION
 CS1865
 CS1865  HISTORY     - Date     Condition        Report By
 CS1865  HISTORY     - 1934     MONUMENTED       CGS
 CS1865  HISTORY     - 1962     GOOD             NGS
 CS1865  HISTORY     - 20020808 MARK NOT FOUND   GEOCAC
 CS1865
 CS1865                          STATION DESCRIPTION
 CS1865
 CS1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1865'0.3 MI S FROM HASLET.
 CS1865'0.3 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS1865'STATION AT HASLET, TARRANT COUNTY, AT A ROAD CROSSING, 50 FEET WEST OF
 CS1865'THE CENTER LINE OF THE TRACK, AND 30 FEET SOUTH OF THE CENTER LINE OF
 CS1865'THE ROAD.  A STANDARD DISK, STAMPED U 246 1934 AND SET IN THE TOP OF A
 CS1865'CONCRETE POST.  NOTE-- TO REACH FROM HASLET, GO SOUTH ON FARM ROAD 156
 CS1865'FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT. TURN RIGHT, WEST, GO 0.15
 CS1865'MILE TO BENCH MARK ON THE LEFT.
 CS1865
 CS1865                          STATION RECOVERY (2002)
 CS1865
 CS1865'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0550 ***********************************************************************
 DN0550  DESIGNATION -  U 247
 DN0550  PID         -  DN0550
 DN0550  STATE/COUNTY-  TX/COOKE
 DN0550  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN0550
 DN0550                         *CURRENT SURVEY CONTROL
 DN0550  ___________________________________________________________________
 DN0550* NAD 83(1986)-  33 38 53.     (N)    097 08 52.     (W)     SCALED    
 DN0550* NAVD 88     -       233.591  (meters)     766.37   (feet)  ADJUSTED  
 DN0550  ___________________________________________________________________
 DN0550  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN0550  DYNAMIC HT  -         233.349 (meters)     765.58  (feet)  COMP
 DN0550  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 DN0550
 DN0550  VERT ORDER  -  SECOND    CLASS 0
 DN0550
 DN0550.The horizontal coordinates were scaled from a topographic map and have
 DN0550.an estimated accuracy of +/- 6 seconds.
 DN0550
 DN0550.The orthometric height was determined by differential leveling
 DN0550.and adjusted by the National Geodetic Survey in June 1991..
 DN0550
 DN0550.The geoid height was determined by GEOID03.
 DN0550
 DN0550.The dynamic height is computed by dividing the NAVD 88
 DN0550.geopotential number by the normal gravity value computed on the
 DN0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0550.degrees latitude (g = 980.6199 gals.).
 DN0550
 DN0550.The modeled gravity was interpolated from observed gravity values.
 DN0550
 DN0550;                    North         East    Units  Estimated Accuracy
 DN0550;SPC TXNC     - 2,220,530.      725,430.      MT  (+/- 180 meters Scaled)
 DN0550
 DN0550                          SUPERSEDED SURVEY CONTROL
 DN0550
 DN0550  NGVD 29 (??/??/92)  233.556  (m)          766.26   (f) ADJ UNCH    2 0
 DN0550
 DN0550.Superseded values are not recommended for survey control.
 DN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0550.See file dsdata.txt to determine how the superseded data were derived.
 DN0550
 DN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC717246(NAD 83)
 DN0550_MARKER: DB = BENCH MARK DISK
 DN0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0550_SP_SET: BRIDGE
 DN0550_STAMPING: U-247 1934
 DN0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0550
 DN0550  HISTORY     - Date     Condition        Report By
 DN0550  HISTORY     - 1934     MONUMENTED       CGS
 DN0550  HISTORY     - 1958     MARK NOT FOUND   USGS
 DN0550  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN0550
 DN0550                          STATION DESCRIPTION
 DN0550
 DN0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0550'1.7 MI N FROM GAINESVILLE.
 DN0550'1.7 MILES NORTH OF GAINESVILLE G.C. AND S.F. DEPOT.  AT GULF COLORADO
 DN0550'AND SANTA FE RAILROAD CROSSING AND BRIDGE 412 A BETWEEN THE MAIN TRACK
 DN0550'AND SIDING.  30 FEET NORTH OF THE ROAD CROSSING AND 12 FEET EAST OF
 DN0550'THE TRACK.
 DN0550
 DN0550                          STATION RECOVERY (1958)
 DN0550
 DN0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN0550'MARK NOT FOUND.
 DN0550
 DN0550                          STATION RECOVERY (1995)
 DN0550
 DN0550'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2029 ***********************************************************************
 BY2029  DESIGNATION -  U 249
 BY2029  PID         -  BY2029
 BY2029  STATE/COUNTY-  TX/FREESTONE
 BY2029  USGS QUAD   -  LONG LAKE (1964)
 BY2029
 BY2029                         *CURRENT SURVEY CONTROL
 BY2029  ___________________________________________________________________
 BY2029* NAD 83(1986)-  31 38 02.     (N)    095 48 44.     (W)     SCALED    
 BY2029* NAVD 88     -        82.008  (meters)     269.05   (feet)  ADJUSTED  
 BY2029  ___________________________________________________________________
 BY2029  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY2029  DYNAMIC HT  -          81.908 (meters)     268.73  (feet)  COMP
 BY2029  MODELED GRAV-     979,424.6   (mgal)                       NAVD 88
 BY2029
 BY2029  VERT ORDER  -  FIRST     CLASS II
 BY2029
 BY2029.The horizontal coordinates were scaled from a topographic map and have
 BY2029.an estimated accuracy of +/- 6 seconds.
 BY2029
 BY2029.The orthometric height was determined by differential leveling
 BY2029.and adjusted by the National Geodetic Survey in June 1991..
 BY2029.WARNING-Repeat measurements at this control monument indicate possible
 BY2029.vertical movement.
 BY2029
 BY2029.The geoid height was determined by GEOID03.
 BY2029
 BY2029.The dynamic height is computed by dividing the NAVD 88
 BY2029.geopotential number by the normal gravity value computed on the
 BY2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2029.degrees latitude (g = 980.6199 gals.).
 BY2029
 BY2029.The modeled gravity was interpolated from observed gravity values.
 BY2029
 BY2029;                    North         East    Units  Estimated Accuracy
 BY2029;SPC TX C     - 3,226,800.    1,128,760.      MT  (+/- 180 meters Scaled)
 BY2029
 BY2029                          SUPERSEDED SURVEY CONTROL
 BY2029
 BY2029  NGVD 29 (??/??/92)   81.959  (m)          268.89   (f) ADJ UNCH    1 2
 BY2029
 BY2029.Superseded values are not recommended for survey control.
 BY2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2029.See file dsdata.txt to determine how the superseded data were derived.
 BY2029
 BY2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR332032(NAD 83)
 BY2029_MARKER: DB = BENCH MARK DISK
 BY2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2029_STAMPING: U 249 1952
 BY2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2029+STABILITY: SURFACE MOTION
 BY2029
 BY2029  HISTORY     - Date     Condition        Report By
 BY2029  HISTORY     - 1952     MONUMENTED       CGS
 BY2029  HISTORY     - 1980     GOOD             NGS
 BY2029
 BY2029                          STATION DESCRIPTION
 BY2029
 BY2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2029'3.9 MI NE FROM OAKWOOD.
 BY2029'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD STATE BANK
 BY2029'AT OAKWOOD, 165 FEET SOUTH OF A 14 FOOT BOARD GATE, 57 FEET SOUTHEAST
 BY2029'OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTHEAST OF A 10 INCH OAK
 BY2029'TREE, 18 FEET SOUTHWEST OF A 20 INCH OAK TREE, 1 FOOT NORTHWEST OF A
 BY2029'FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BY2029'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY2029
 BY2029                          STATION RECOVERY (1980)
 BY2029
 BY2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0066 ***********************************************************************
 BY0066  DESIGNATION -  U 250
 BY0066  PID         -  BY0066
 BY0066  STATE/COUNTY-  TX/SHELBY
 BY0066  USGS QUAD   -  TENAHA EAST (1984)
 BY0066
 BY0066                         *CURRENT SURVEY CONTROL
 BY0066  ___________________________________________________________________
 BY0066* NAD 83(1986)-  31 57 33.     (N)    094 10 00.     (W)     SCALED    
 BY0066* NAVD 88     -       102.752  (meters)     337.11   (feet)  ADJUSTED  
 BY0066  ___________________________________________________________________
 BY0066  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BY0066  DYNAMIC HT  -         102.632 (meters)     336.72  (feet)  COMP
 BY0066  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 BY0066
 BY0066  VERT ORDER  -  FIRST     CLASS II
 BY0066
 BY0066.The horizontal coordinates were scaled from a topographic map and have
 BY0066.an estimated accuracy of +/- 6 seconds.
 BY0066
 BY0066.The orthometric height was determined by differential leveling
 BY0066.and adjusted by the National Geodetic Survey in June 1991..
 BY0066
 BY0066.The geoid height was determined by GEOID03.
 BY0066
 BY0066.The dynamic height is computed by dividing the NAVD 88
 BY0066.geopotential number by the normal gravity value computed on the
 BY0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0066.degrees latitude (g = 980.6199 gals.).
 BY0066
 BY0066.The modeled gravity was interpolated from observed gravity values.
 BY0066
 BY0066;                    North         East    Units  Estimated Accuracy
 BY0066;SPC TX C     - 3,270,300.    1,282,680.      MT  (+/- 180 meters Scaled)
 BY0066
 BY0066                          SUPERSEDED SURVEY CONTROL
 BY0066
 BY0066  NGVD 29 (??/??/92)  102.796  (m)          337.26   (f) ADJ UNCH    1 2
 BY0066
 BY0066.Superseded values are not recommended for survey control.
 BY0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0066.See file dsdata.txt to determine how the superseded data were derived.
 BY0066
 BY0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR897365(NAD 83)
 BY0066_MARKER: DB = BENCH MARK DISK
 BY0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0066_STAMPING: U 250 1952
 BY0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0066+STABILITY: SURFACE MOTION
 BY0066
 BY0066  HISTORY     - Date     Condition        Report By
 BY0066  HISTORY     - 1952     MONUMENTED       CGS
 BY0066  HISTORY     - 1958     GOOD             NGS
 BY0066  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0066
 BY0066                          STATION DESCRIPTION
 BY0066
 BY0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0066'0.3 MI E FROM PAXTON.
 BY0066'0.3 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT PAXTON, 88
 BY0066'FEET NORTHEAST OF THE CENTER OF A JUNCTION WITH FARM ROAD 416, 61 FEET
 BY0066'SOUTHEAST OF THE CENTER OF A DIRT ROAD CROSSING ON THE TEXAS AND NEW
 BY0066'ORLEANS RAILROAD, 45.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BY0066'35.9 FEET SOUTH OF THE SOUTH RAIL, 8 FEET NORTHEAST OF A TELEPHONE
 BY0066'POLE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0066'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0066
 BY0066                          STATION RECOVERY (1958)
 BY0066
 BY0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BY0066'RECOVERED IN GOOD CONDITION.
 BY0066
 BY0066                          STATION RECOVERY (1979)
 BY0066
 BY0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1295 ***********************************************************************
 BY1295  DESIGNATION -  U 251
 BY1295  PID         -  BY1295
 BY1295  STATE/COUNTY-  TX/CHEROKEE
 BY1295  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY1295
 BY1295                         *CURRENT SURVEY CONTROL
 BY1295  ___________________________________________________________________
 BY1295* NAD 83(1986)-  31 53 10.     (N)    095 01 22.     (W)     SCALED    
 BY1295* NAVD 88     -        94.421  (meters)     309.78   (feet)  ADJUSTED  
 BY1295  ___________________________________________________________________
 BY1295  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY1295  DYNAMIC HT  -          94.308 (meters)     309.41  (feet)  COMP
 BY1295  MODELED GRAV-     979,443.1   (mgal)                       NAVD 88
 BY1295
 BY1295  VERT ORDER  -  FIRST     CLASS II
 BY1295
 BY1295.The horizontal coordinates were scaled from a topographic map and have
 BY1295.an estimated accuracy of +/- 6 seconds.
 BY1295
 BY1295.The orthometric height was determined by differential leveling
 BY1295.and adjusted by the National Geodetic Survey in June 1991..
 BY1295.WARNING-Repeat measurements at this control monument indicate possible
 BY1295.vertical movement.
 BY1295
 BY1295.The geoid height was determined by GEOID03.
 BY1295
 BY1295.The dynamic height is computed by dividing the NAVD 88
 BY1295.geopotential number by the normal gravity value computed on the
 BY1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1295.degrees latitude (g = 980.6199 gals.).
 BY1295
 BY1295.The modeled gravity was interpolated from observed gravity values.
 BY1295
 BY1295;                    North         East    Units  Estimated Accuracy
 BY1295;SPC TX C     - 3,258,040.    1,202,240.      MT  (+/- 180 meters Scaled)
 BY1295
 BY1295                          SUPERSEDED SURVEY CONTROL
 BY1295
 BY1295  NGVD 29 (??/??/92)   94.430  (m)          309.81   (f) ADJ UNCH    1 2
 BY1295
 BY1295.Superseded values are not recommended for survey control.
 BY1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1295.See file dsdata.txt to determine how the superseded data were derived.
 BY1295
 BY1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR086295(NAD 83)
 BY1295_MARKER: DB = BENCH MARK DISK
 BY1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1295_STAMPING: U 251 1952
 BY1295_PROJECTION: PROJECTING 15 CENTIMETERS
 BY1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1295+STABILITY: SURFACE MOTION
 BY1295
 BY1295  HISTORY     - Date     Condition        Report By
 BY1295  HISTORY     - 1952     MONUMENTED       CGS
 BY1295  HISTORY     - 1979     GOOD             NGS
 BY1295  HISTORY     - 20050710 MARK NOT FOUND   USPSQD
 BY1295
 BY1295                          STATION DESCRIPTION
 BY1295
 BY1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1295'2.5 MI NW FROM REKLAW.
 BY1295'2.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1295'STATION AT REKLAW, 5 POLES NORTHWEST OF MILEPOST 185, AT A PRIVATE
 BY1295'ROAD CROSSING, 74 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 13 FEET
 BY1295'NORTHWEST OF THE CENTER OF AN IRON GATE AND THE CENTER LINE OF A ROAD,
 BY1295'2 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET
 BY1295'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BY1295'GROUND.
 BY1295
 BY1295                          STATION RECOVERY (1979)
 BY1295
 BY1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1295'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF U.S.
 BY1295'HIGHWAY 84 IN REKLAW, THENCE 0.2 MILE SOUTHWEST ALONG A GRAVEL ROAD,
 BY1295'74.0 FT. SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC
 BY1295'RAILROAD, 13.0 FT. EAST OF THE CENTER OF AN IRON GATE, 10.0 FT. NORTH
 BY1295'OF A FENCE, 7.0 FT. NORTH OF A POWERLINE POLE WITH TRANSFORMER.
 BY1295'THE MARK IS 0.7 FT  SE FROM A WITNESS POST.
 BY1295'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 BY1295
 BY1295                          STATION RECOVERY (2005)
 BY1295
 BY1295'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1295'NO R.R. TO REFERANCE FROM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1307 ***********************************************************************
 BY1307  DESIGNATION -  U 252
 BY1307  PID         -  BY1307
 BY1307  STATE/COUNTY-  TX/CHEROKEE
 BY1307  USGS QUAD   -  RUSK (1973)
 BY1307
 BY1307                         *CURRENT SURVEY CONTROL
 BY1307  ___________________________________________________________________
 BY1307* NAD 83(1986)-  31 52 00.     (N)    095 08 41.     (W)     SCALED    
 BY1307* NAVD 88     -       110.43   (+/-2cm)     362.3    (feet)  VERTCON   
 BY1307  ___________________________________________________________________
 BY1307  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY1307
 BY1307  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1307
 BY1307.The horizontal coordinates were scaled from a topographic map and have
 BY1307.an estimated accuracy of +/- 6 seconds.
 BY1307
 BY1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1307.The vertical order pertains to the NGVD 29 superseded value.
 BY1307
 BY1307.The geoid height was determined by GEOID03.
 BY1307
 BY1307;                    North         East    Units  Estimated Accuracy
 BY1307;SPC TX C     - 3,255,340.    1,190,820.      MT  (+/- 180 meters Scaled)
 BY1307
 BY1307                          SUPERSEDED SURVEY CONTROL
 BY1307
 BY1307  NGVD 29 (??/??/92)  110.447  (m)          362.36   (f) ADJ UNCH    1 2
 BY1307
 BY1307.Superseded values are not recommended for survey control.
 BY1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1307.See file dsdata.txt to determine how the superseded data were derived.
 BY1307
 BY1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR971276(NAD 83)
 BY1307_MARKER: DB = BENCH MARK DISK
 BY1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1307_SP_SET: CULVERT
 BY1307_STAMPING: U 252 1952
 BY1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1307+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY1307
 BY1307  HISTORY     - Date     Condition        Report By
 BY1307  HISTORY     - 1952     MONUMENTED       CGS
 BY1307  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1307  HISTORY     - 20050710 GOOD             USPSQD
 BY1307
 BY1307                          STATION DESCRIPTION
 BY1307
 BY1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1307'2.05 MI S FROM GALLATIN.
 BY1307'2.05 MILES SOUTH ALONG FARM ROAD 854 FROM THE POST OFFICE AT GALLATIN,
 BY1307'345 FEET SOUTHEAST OF THE CENTER OF A PRIVATE DRIVEWAY, 31 FEET
 BY1307'NORTHEAST OF THE CENTER OF THE FARM ROAD, SET IN THE TOP OF THE
 BY1307'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A CONCRETE BOX CULVERT,
 BY1307'ABOUT 4 FEET BELOW THE LEVEL OF THE FARM ROAD.
 BY1307
 BY1307                          STATION RECOVERY (1996)
 BY1307
 BY1307'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1307'MARK NOT FOUND.
 BY1307
 BY1307                          STATION RECOVERY (2005)
 BY1307
 BY1307'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0291 ***********************************************************************
 GK0291  DESIGNATION -  U 253
 GK0291  PID         -  GK0291
 GK0291  STATE/COUNTY-  TX/HANSFORD
 GK0291  USGS QUAD   -  GRUVER (1973)
 GK0291
 GK0291                         *CURRENT SURVEY CONTROL
 GK0291  ___________________________________________________________________
 GK0291* NAD 83(1986)-  36 15 53.     (N)    101 24 25.     (W)     SCALED    
 GK0291* NAVD 88     -       968.680  (meters)    3178.08   (feet)  ADJUSTED  
 GK0291  ___________________________________________________________________
 GK0291  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GK0291  DYNAMIC HT  -         967.634 (meters)    3174.65  (feet)  COMP
 GK0291  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 GK0291
 GK0291  VERT ORDER  -  SECOND    CLASS 0
 GK0291
 GK0291.The horizontal coordinates were scaled from a topographic map and have
 GK0291.an estimated accuracy of +/- 6 seconds.
 GK0291
 GK0291.The orthometric height was determined by differential leveling
 GK0291.and adjusted by the National Geodetic Survey in June 1991..
 GK0291
 GK0291.The geoid height was determined by GEOID03.
 GK0291
 GK0291.The dynamic height is computed by dividing the NAVD 88
 GK0291.geopotential number by the normal gravity value computed on the
 GK0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0291.degrees latitude (g = 980.6199 gals.).
 GK0291
 GK0291.The modeled gravity was interpolated from observed gravity values.
 GK0291
 GK0291;                    North         East    Units  Estimated Accuracy
 GK0291;SPC TX N     - 1,251,260.      208,360.      MT  (+/- 180 meters Scaled)
 GK0291
 GK0291                          SUPERSEDED SURVEY CONTROL
 GK0291
 GK0291  NGVD 29 (??/??/92)  968.225  (m)         3176.58   (f) ADJ UNCH    2 0
 GK0291
 GK0291.Superseded values are not recommended for survey control.
 GK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0291.See file dsdata.txt to determine how the superseded data were derived.
 GK0291
 GK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF837159(NAD 83)
 GK0291_MARKER: DB = BENCH MARK DISK
 GK0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0291_SP_SET: FOUNDATION
 GK0291_STAMPING: U-253 1934
 GK0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0291
 GK0291  HISTORY     - Date     Condition        Report By
 GK0291  HISTORY     - 1934     MONUMENTED       CGS
 GK0291  HISTORY     - 1955     GOOD             NGS
 GK0291
 GK0291                          STATION DESCRIPTION
 GK0291
 GK0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0291'IN GRUVER.
 GK0291'SET IN NORTHEAST CONCRETE FOUNDATION OF NORTHEAST LEG OF CITY WATER
 GK0291'TOWER. 30 FEET SOUTH OF CENTER LINE OF ROAD. NOTE-- BM IS ENCLOSED BY
 GK0291'FENCE KEY MAY BE OBTAINED BY CITY SECRETARY AT CITY HALL.
 GK0291
 GK0291                          STATION RECOVERY (1955)
 GK0291
 GK0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GK0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0129 ***********************************************************************
 GK0129  DESIGNATION -  U 255
 GK0129  PID         -  GK0129
 GK0129  STATE/COUNTY-  TX/OCHILTREE
 GK0129  USGS QUAD   -  BOOKER (1973)
 GK0129
 GK0129                         *CURRENT SURVEY CONTROL
 GK0129  ___________________________________________________________________
 GK0129* NAD 83(1986)-  36 27 21.     (N)    100 33 20.     (W)     SCALED    
 GK0129* NAVD 88     -       861.003  (meters)    2824.81   (feet)  ADJUSTED  
 GK0129  ___________________________________________________________________
 GK0129  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 GK0129  DYNAMIC HT  -         860.112 (meters)    2821.88  (feet)  COMP
 GK0129  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 GK0129
 GK0129  VERT ORDER  -  SECOND    CLASS 0
 GK0129
 GK0129.The horizontal coordinates were scaled from a topographic map and have
 GK0129.an estimated accuracy of +/- 6 seconds.
 GK0129
 GK0129.The orthometric height was determined by differential leveling
 GK0129.and adjusted by the National Geodetic Survey in June 1991..
 GK0129
 GK0129.The geoid height was determined by GEOID03.
 GK0129
 GK0129.The dynamic height is computed by dividing the NAVD 88
 GK0129.geopotential number by the normal gravity value computed on the
 GK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0129.degrees latitude (g = 980.6199 gals.).
 GK0129
 GK0129.The modeled gravity was interpolated from observed gravity values.
 GK0129
 GK0129;                    North         East    Units  Estimated Accuracy
 GK0129;SPC TX N     - 1,272,860.      284,670.      MT  (+/- 180 meters Scaled)
 GK0129
 GK0129                          SUPERSEDED SURVEY CONTROL
 GK0129
 GK0129  NGVD 29 (??/??/92)  860.636  (m)         2823.60   (f) ADJ UNCH    2 0
 GK0129
 GK0129.Superseded values are not recommended for survey control.
 GK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0129.See file dsdata.txt to determine how the superseded data were derived.
 GK0129
 GK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF606356(NAD 83)
 GK0129_MARKER: DB = BENCH MARK DISK
 GK0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0129_SP_SET: BALUSTRADE
 GK0129_STAMPING: U-255 1934
 GK0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0129
 GK0129  HISTORY     - Date     Condition        Report By
 GK0129  HISTORY     - 1934     MONUMENTED       CGS
 GK0129
 GK0129                          STATION DESCRIPTION
 GK0129
 GK0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0129'1.0 MI W FROM BOOKER.
 GK0129'1.0 MILES WEST OF BOOKER P. AND SF. RR. STATION 0.15 MILES WEST OF
 GK0129'MILEPOST 43, 126 FEET SOUTH OF PANHANDLE AND SANTA FE RAILROAD BRIDGE
 GK0129'43 A, SET ON TOP OF EAST BALUSTRADE OF NORTH SIDE OF STATE HWY.
 GK0129'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0620 ***********************************************************************
 FL0620  DESIGNATION -  U 256
 FL0620  PID         -  FL0620
 FL0620  STATE/COUNTY-  TX/ROBERTS
 FL0620  USGS QUAD   -  MIAMI (1972)
 FL0620
 FL0620                         *CURRENT SURVEY CONTROL
 FL0620  ___________________________________________________________________
 FL0620* NAD 83(1986)-  35 38 58.     (N)    100 41 49.     (W)     SCALED    
 FL0620* NAVD 88     -       860.614  (meters)    2823.53   (feet)  ADJUSTED  
 FL0620  ___________________________________________________________________
 FL0620  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 FL0620  DYNAMIC HT  -         859.662 (meters)    2820.41  (feet)  COMP
 FL0620  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 FL0620
 FL0620  VERT ORDER  -  SECOND    CLASS 0
 FL0620
 FL0620.The horizontal coordinates were scaled from a topographic map and have
 FL0620.an estimated accuracy of +/- 6 seconds.
 FL0620
 FL0620.The orthometric height was determined by differential leveling
 FL0620.and adjusted by the National Geodetic Survey in June 1991..
 FL0620
 FL0620.The geoid height was determined by GEOID03.
 FL0620
 FL0620.The dynamic height is computed by dividing the NAVD 88
 FL0620.geopotential number by the normal gravity value computed on the
 FL0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0620.degrees latitude (g = 980.6199 gals.).
 FL0620
 FL0620.The modeled gravity was interpolated from observed gravity values.
 FL0620
 FL0620;                    North         East    Units  Estimated Accuracy
 FL0620;SPC TX N     - 1,183,280.      272,720.      MT  (+/- 180 meters Scaled)
 FL0620
 FL0620                          SUPERSEDED SURVEY CONTROL
 FL0620
 FL0620  NGVD 29 (??/??/92)  860.211  (m)         2822.21   (f) ADJ UNCH    2 0
 FL0620
 FL0620.Superseded values are not recommended for survey control.
 FL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0620.See file dsdata.txt to determine how the superseded data were derived.
 FL0620
 FL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE463463(NAD 83)
 FL0620_MARKER: DB = BENCH MARK DISK
 FL0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0620_STAMPING: U-256 1934
 FL0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0620+STABILITY: SURFACE MOTION
 FL0620
 FL0620  HISTORY     - Date     Condition        Report By
 FL0620  HISTORY     - 1934     MONUMENTED       CGS
 FL0620
 FL0620                          STATION DESCRIPTION
 FL0620
 FL0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0620'4.5 MI SW FROM MIAMA.
 FL0620'4.5 MILES SOUTHWEST OF MIAMI P. AND S.F. RR. STATION 0.25 MILE EAST OF
 FL0620'RAILWAY BLOCK SIGNAL 4811.  83 FEET SOUTHWEST NINETEENTH POLE WEST OF
 FL0620'MILEPOLE 481.  80 FEET SOUTH OF NEAREST RAIL OF PANHANDLE AND SANTA FE
 FL0620'RAILWAY TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0012 ***********************************************************************
 BZ0012  DESIGNATION -  U 257
 BZ0012  PID         -  BZ0012
 BZ0012  STATE/COUNTY-  TX/LIMESTONE
 BZ0012  USGS QUAD   -  FALLON (1982)
 BZ0012
 BZ0012                         *CURRENT SURVEY CONTROL
 BZ0012  ___________________________________________________________________
 BZ0012* NAD 83(1986)-  31 36 21.     (N)    096 26 06.     (W)     SCALED    
 BZ0012* NAVD 88     -       157.175  (meters)     515.66   (feet)  ADJUSTED  
 BZ0012  ___________________________________________________________________
 BZ0012  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0012  DYNAMIC HT  -         156.986 (meters)     515.04  (feet)  COMP
 BZ0012  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 BZ0012
 BZ0012  VERT ORDER  -  FIRST     CLASS II
 BZ0012
 BZ0012.The horizontal coordinates were scaled from a topographic map and have
 BZ0012.an estimated accuracy of +/- 6 seconds.
 BZ0012
 BZ0012.The orthometric height was determined by differential leveling
 BZ0012.and adjusted by the National Geodetic Survey in June 1991..
 BZ0012.WARNING-Repeat measurements at this control monument indicate possible
 BZ0012.vertical movement.
 BZ0012
 BZ0012.The geoid height was determined by GEOID03.
 BZ0012
 BZ0012.The dynamic height is computed by dividing the NAVD 88
 BZ0012.geopotential number by the normal gravity value computed on the
 BZ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0012.degrees latitude (g = 980.6199 gals.).
 BZ0012
 BZ0012.The modeled gravity was interpolated from observed gravity values.
 BZ0012
 BZ0012;                    North         East    Units  Estimated Accuracy
 BZ0012;SPC TX C     - 3,221,450.    1,069,830.      MT  (+/- 180 meters Scaled)
 BZ0012
 BZ0012                          SUPERSEDED SURVEY CONTROL
 BZ0012
 BZ0012  NGVD 29 (??/??/92)  157.121  (m)          515.49   (f) ADJ UNCH    1 2
 BZ0012
 BZ0012.Superseded values are not recommended for survey control.
 BZ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0012.See file dsdata.txt to determine how the superseded data were derived.
 BZ0012
 BZ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV433996(NAD 83)
 BZ0012_MARKER: DB = BENCH MARK DISK
 BZ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0012_STAMPING: U 257 1952
 BZ0012_PROJECTION: PROJECTING 10 CENTIMETERS
 BZ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0012+STABILITY: SURFACE MOTION
 BZ0012
 BZ0012  HISTORY     - Date     Condition        Report By
 BZ0012  HISTORY     - 1952     MONUMENTED       CGS
 BZ0012  HISTORY     - 1980     GOOD             NGS
 BZ0012
 BZ0012                          STATION DESCRIPTION
 BZ0012
 BZ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0012'1.15 MI SE FROM SHILOH.
 BZ0012'1.15 MILES SOUTHEAST ALONG FARM ROAD 39 FROM ITS JUNCTION WITH A
 BZ0012'GRAVELED ROAD AT SHILOH, AT THE HOME OF R.E. SUNDAY, 76 FEET NORTHWEST
 BZ0012'OF THE NORTHWEST CORNER OF THE HOUSE, 60 FEET SOUTHWEST OF THE CENTER
 BZ0012'LINE OF THE FARM ROAD, 50 FEET WEST OF THE CENTER LINE OF A PRIVATE
 BZ0012'DRIVEWAY, 8 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL SHED AND
 BZ0012'GARAGE, 7 FEET SOUTH OF THE CENTER OF A WIRE GATE, 1.7 FEET EAST OF A
 BZ0012'FENCE, 1.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BZ0012'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0012
 BZ0012                          STATION RECOVERY (1980)
 BZ0012
 BZ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0012'10.6 KM. (6.6 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0012'U.S. HIGHWAY 84 IN MEXIA, AT THE R.E. SUNDAY RESIDENCE, 23.2 M.
 BZ0012'(76.0 FT.) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 18.3 M.
 BZ0012'(60.0 FT.) SOUTHWEST OF THE CENTERLINE OF FARM ROAD 39, 15.2 M.
 BZ0012'(50.0 FT.) WEST OF THE CORNER OF A PRIVATE DRIVE, 2.4 M. (8.0 FT.)
 BZ0012'NORTH OF THE NORTHWEST CORNER OF A SMALL SHED AND GARAGE.
 BZ0012'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 BZ0012'THE MARK IS ABOVE LEVEL WITH FARM ROAD 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0553 ***********************************************************************
 BZ0553  DESIGNATION -  U 258
 BZ0553  PID         -  BZ0553
 BZ0553  STATE/COUNTY-  TX/HILL
 BZ0553  USGS QUAD   -  MALONE (1978)
 BZ0553
 BZ0553                         *CURRENT SURVEY CONTROL
 BZ0553  ___________________________________________________________________
 BZ0553* NAD 83(1986)-  31 56 33.     (N)    096 57 16.     (W)     SCALED    
 BZ0553* NAVD 88     -       166.895  (meters)     547.55   (feet)  ADJUSTED  
 BZ0553  ___________________________________________________________________
 BZ0553  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BZ0553  DYNAMIC HT  -         166.691 (meters)     546.89  (feet)  COMP
 BZ0553  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 BZ0553
 BZ0553  VERT ORDER  -  FIRST     CLASS II
 BZ0553
 BZ0553.The horizontal coordinates were scaled from a topographic map and have
 BZ0553.an estimated accuracy of +/- 6 seconds.
 BZ0553
 BZ0553.The orthometric height was determined by differential leveling
 BZ0553.and adjusted by the National Geodetic Survey in June 1991..
 BZ0553
 BZ0553.The geoid height was determined by GEOID03.
 BZ0553
 BZ0553.The dynamic height is computed by dividing the NAVD 88
 BZ0553.geopotential number by the normal gravity value computed on the
 BZ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0553.degrees latitude (g = 980.6199 gals.).
 BZ0553
 BZ0553.The modeled gravity was interpolated from observed gravity values.
 BZ0553
 BZ0553;                    North         East    Units  Estimated Accuracy
 BZ0553;SPC TXNC     - 2,031,660.      746,140.      MT  (+/- 180 meters Scaled)
 BZ0553
 BZ0553                          SUPERSEDED SURVEY CONTROL
 BZ0553
 BZ0553  NGVD 29 (??/??/92)  166.871  (m)          547.48   (f) ADJ UNCH    1 2
 BZ0553
 BZ0553.Superseded values are not recommended for survey control.
 BZ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0553.See file dsdata.txt to determine how the superseded data were derived.
 BZ0553
 BZ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA933358(NAD 83)
 BZ0553_MARKER: DB = BENCH MARK DISK
 BZ0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0553_SP_SET: CULVERT
 BZ0553_STAMPING: U 258 1952
 BZ0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0553
 BZ0553  HISTORY     - Date     Condition        Report By
 BZ0553  HISTORY     - 1952     MONUMENTED       CGS
 BZ0553  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0553  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0553  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0553
 BZ0553                          STATION DESCRIPTION
 BZ0553
 BZ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0553'3.9 MI NW FROM MALONE.
 BZ0553'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE WATER TOWER AT
 BZ0553'MALONE, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BZ0553'TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 BZ0553
 BZ0553                          STATION RECOVERY (1980)
 BZ0553
 BZ0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0553'MARK NOT FOUND.
 BZ0553
 BZ0553                          STATION RECOVERY (1999)
 BZ0553
 BZ0553'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0553'MARK NOT FOUND.
 BZ0553
 BZ0553                          STATION RECOVERY (2003)
 BZ0553
 BZ0553'RECOVERY NOTE BY US POWER SQUADRON 2003 (KW)
 BZ0553'STATE HIGHWAY DEPARTMENT HAS WIDEND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0509 ***********************************************************************
 GK0509  DESIGNATION -  U 259
 GK0509  PID         -  GK0509
 GK0509  STATE/COUNTY-  TX/SHERMAN
 GK0509  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0509
 GK0509                         *CURRENT SURVEY CONTROL
 GK0509  ___________________________________________________________________
 GK0509* NAD 83(1986)-  36 09 17.     (N)    101 52 59.     (W)     SCALED    
 GK0509* NAVD 88     -      1073.904  (meters)    3523.30   (feet)  ADJUSTED  
 GK0509  ___________________________________________________________________
 GK0509  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 GK0509  DYNAMIC HT  -        1072.702 (meters)    3519.36  (feet)  COMP
 GK0509  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 GK0509
 GK0509  VERT ORDER  -  SECOND    CLASS 0
 GK0509
 GK0509.The horizontal coordinates were scaled from a topographic map and have
 GK0509.an estimated accuracy of +/- 6 seconds.
 GK0509
 GK0509.The orthometric height was determined by differential leveling
 GK0509.and adjusted by the National Geodetic Survey in June 1991..
 GK0509
 GK0509.The geoid height was determined by GEOID03.
 GK0509
 GK0509.The dynamic height is computed by dividing the NAVD 88
 GK0509.geopotential number by the normal gravity value computed on the
 GK0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0509.degrees latitude (g = 980.6199 gals.).
 GK0509
 GK0509.The modeled gravity was interpolated from observed gravity values.
 GK0509
 GK0509;                    North         East    Units  Estimated Accuracy
 GK0509;SPC TX N     - 1,239,110.      165,530.      MT  (+/- 180 meters Scaled)
 GK0509
 GK0509                          SUPERSEDED SURVEY CONTROL
 GK0509
 GK0509  NGVD 29 (??/??/92) 1073.409  (m)         3521.68   (f) ADJ UNCH    2 0
 GK0509
 GK0509.Superseded values are not recommended for survey control.
 GK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0509.See file dsdata.txt to determine how the superseded data were derived.
 GK0509
 GK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF406049(NAD 83)
 GK0509_MARKER: DB = BENCH MARK DISK
 GK0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0509_STAMPING: U 259 1952
 GK0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0509+STABILITY: SURFACE MOTION
 GK0509
 GK0509  HISTORY     - Date     Condition        Report By
 GK0509  HISTORY     - 1952     MONUMENTED       CGS
 GK0509  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0509
 GK0509                          STATION DESCRIPTION
 GK0509
 GK0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0509'17.0 MI NE FROM ETTER.
 GK0509'7.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE ETTER,
 GK0509'THENCE 8.2 MILES EAST ALONG A NEW FARM TO MARKET ROAD, THENCE 1.0 MILE
 GK0509'NORTH ALONG A GRADED DIRT ROAD, 1.0 MILE NORTH OF THE SPURLOCK SCHOOL,
 GK0509'32 FEET WEST OF THE CENTER LINE OF THE ROAD, 140 FEET NORTH OF A FENCE
 GK0509'LEADING WEST, 68 FEET SOUTH OF A POWER POLE, 1.2 FEET EAST OF A NORTH
 GK0509'AND SOUTH FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GK0509'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 GK0509
 GK0509                          STATION RECOVERY (1965)
 GK0509
 GK0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0136 ***********************************************************************
 BP0136  DESIGNATION -  U 26
 BP0136  PID         -  BP0136
 BP0136  STATE/COUNTY-  TX/PECOS
 BP0136  USGS QUAD   -  LONGFELLOW (1968)
 BP0136
 BP0136                         *CURRENT SURVEY CONTROL
 BP0136  ___________________________________________________________________
 BP0136* NAD 83(1986)-  30 09 29.     (N)    102 40 04.     (W)     SCALED    
 BP0136* NAVD 88     -      1048.450  (meters)    3439.79   (feet)  ADJUSTED  
 BP0136  ___________________________________________________________________
 BP0136  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 BP0136  DYNAMIC HT  -        1046.788 (meters)    3434.34  (feet)  COMP
 BP0136  MODELED GRAV-     979,021.1   (mgal)                       NAVD 88
 BP0136
 BP0136  VERT ORDER  -  FIRST     CLASS II
 BP0136
 BP0136.The horizontal coordinates were scaled from a topographic map and have
 BP0136.an estimated accuracy of +/- 6 seconds.
 BP0136
 BP0136.The orthometric height was determined by differential leveling
 BP0136.and adjusted by the National Geodetic Survey in June 1991..
 BP0136
 BP0136.The geoid height was determined by GEOID03.
 BP0136
 BP0136.The dynamic height is computed by dividing the NAVD 88
 BP0136.geopotential number by the normal gravity value computed on the
 BP0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0136.degrees latitude (g = 980.6199 gals.).
 BP0136
 BP0136.The modeled gravity was interpolated from observed gravity values.
 BP0136
 BP0136;                    North         East    Units  Estimated Accuracy
 BP0136;SPC TX C     - 3,056,830.      475,140.      MT  (+/- 180 meters Scaled)
 BP0136
 BP0136                          SUPERSEDED SURVEY CONTROL
 BP0136
 BP0136  NGVD 29 (??/??/92) 1048.133  (m)         3438.75   (f) ADJ UNCH    1 2
 BP0136
 BP0136.Superseded values are not recommended for survey control.
 BP0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0136.See file dsdata.txt to determine how the superseded data were derived.
 BP0136
 BP0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP246385(NAD 83)
 BP0136_MARKER: DB = BENCH MARK DISK
 BP0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0136_STAMPING: U 26 1917 ELEV. 3438.769 FT.
 BP0136_MARK LOGO: CGS   
 BP0136_PROJECTION: PROJECTING 20 CENTIMETERS
 BP0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0136+STABILITY: SURFACE MOTION
 BP0136
 BP0136  HISTORY     - Date     Condition        Report By
 BP0136  HISTORY     - 1917     MONUMENTED       CGS
 BP0136  HISTORY     - 1957     GOOD             NGS
 BP0136  HISTORY     - 1981     GOOD             NGS
 BP0136
 BP0136                          STATION DESCRIPTION
 BP0136
 BP0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0136'1.85 MI W FROM LONGFELLOW.
 BP0136'ABOUT 1.85 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0136'THE SECTION FOREMANS HOUSE AT LONGFELLOW, 36 FEET NORTHEAST OF
 BP0136'MILEPOST 534, 43 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 1/2 FEET
 BP0136'NORTHWEST OF A FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 BP0136'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0136'CONCRETE POST PROJECTING 1 1/2 FEET.
 BP0136
 BP0136                          STATION RECOVERY (1981)
 BP0136
 BP0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0136'27.7 KM (17.2 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0136'THE RAILROAD STATION IN SANDERSON, 13.3 METERS (43.6 FT) SOUTHEAST OF
 BP0136'THE NEAR RAIL, 11.0 METERS (36.1 FT) NORTHEAST OF MILEPOST 534 AND 1.2
 BP0136'METERS (3.9 FT) NORTHWEST OF A FENCE.
 BP0136'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 BP0136'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0457 ***********************************************************************
 GK0457  DESIGNATION -  U 260
 GK0457  PID         -  GK0457
 GK0457  STATE/COUNTY-  TX/SHERMAN
 GK0457  USGS QUAD   -  STEVENS SE (1974)
 GK0457
 GK0457                         *CURRENT SURVEY CONTROL
 GK0457  ___________________________________________________________________
 GK0457* NAD 83(1986)-  36 19 40.     (N)    101 45 05.     (W)     SCALED    
 GK0457* NAVD 88     -      1057.997  (meters)    3471.11   (feet)  ADJUSTED  
 GK0457  ___________________________________________________________________
 GK0457  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 GK0457  DYNAMIC HT  -        1056.840 (meters)    3467.32  (feet)  COMP
 GK0457  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 GK0457
 GK0457  VERT ORDER  -  SECOND    CLASS 0
 GK0457
 GK0457.The horizontal coordinates were scaled from a topographic map and have
 GK0457.an estimated accuracy of +/- 6 seconds.
 GK0457
 GK0457.The orthometric height was determined by differential leveling
 GK0457.and adjusted by the National Geodetic Survey in June 1991..
 GK0457
 GK0457.The geoid height was determined by GEOID03.
 GK0457
 GK0457.The dynamic height is computed by dividing the NAVD 88
 GK0457.geopotential number by the normal gravity value computed on the
 GK0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0457.degrees latitude (g = 980.6199 gals.).
 GK0457
 GK0457.The modeled gravity was interpolated from observed gravity values.
 GK0457
 GK0457;                    North         East    Units  Estimated Accuracy
 GK0457;SPC TX N     - 1,258,280.      177,430.      MT  (+/- 180 meters Scaled)
 GK0457
 GK0457                          SUPERSEDED SURVEY CONTROL
 GK0457
 GK0457  NGVD 29 (??/??/92) 1057.530  (m)         3469.58   (f) ADJ UNCH    2 0
 GK0457
 GK0457.Superseded values are not recommended for survey control.
 GK0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0457.See file dsdata.txt to determine how the superseded data were derived.
 GK0457
 GK0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF530238(NAD 83)
 GK0457_MARKER: DB = BENCH MARK DISK
 GK0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0457_STAMPING: U 260 1952
 GK0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0457+STABILITY: SURFACE MOTION
 GK0457
 GK0457  HISTORY     - Date     Condition        Report By
 GK0457  HISTORY     - 1952     MONUMENTED       CGS
 GK0457
 GK0457                          STATION DESCRIPTION
 GK0457
 GK0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0457'18.2 MI E FROM STRATFORD.
 GK0457'18.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0457'PACIFIC RAILROAD STATION AT STRATFORD, AT A JUNCTION WITH FARM ROAD
 GK0457'1269, AT A JUNCTION WITH A DIRT ROAD LEADING SOUTH, 96 FEET EAST OF
 GK0457'THE CENTER LINE OF FARM ROAD 1269, 49 FEET NORTH OF THE CENTER LINE OF
 GK0457'FARM ROAD 289, 44 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 GK0457'FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GK0457'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0709 ***********************************************************************
 CT0709  DESIGNATION -  U 261
 CT0709  PID         -  CT0709
 CT0709  STATE/COUNTY-  TX/TAYLOR
 CT0709  USGS QUAD   -  HAMBY (1987)
 CT0709
 CT0709                         *CURRENT SURVEY CONTROL
 CT0709  ___________________________________________________________________
 CT0709* NAD 83(1986)-  32 31 20.     (N)    099 44 59.     (W)     SCALED    
 CT0709* NAVD 88     -       512.602  (meters)    1681.76   (feet)  ADJUSTED  
 CT0709  ___________________________________________________________________
 CT0709  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CT0709  DYNAMIC HT  -         511.943 (meters)    1679.60  (feet)  COMP
 CT0709  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 CT0709
 CT0709  VERT ORDER  -  SECOND    CLASS 0
 CT0709
 CT0709.The horizontal coordinates were scaled from a topographic map and have
 CT0709.an estimated accuracy of +/- 6 seconds.
 CT0709
 CT0709.The orthometric height was determined by differential leveling
 CT0709.and adjusted by the National Geodetic Survey in June 1991..
 CT0709
 CT0709.The geoid height was determined by GEOID03.
 CT0709
 CT0709.The dynamic height is computed by dividing the NAVD 88
 CT0709.geopotential number by the normal gravity value computed on the
 CT0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0709.degrees latitude (g = 980.6199 gals.).
 CT0709
 CT0709.The modeled gravity was interpolated from observed gravity values.
 CT0709
 CT0709;                    North         East    Units  Estimated Accuracy
 CT0709;SPC TXNC     - 2,095,570.      482,600.      MT  (+/- 180 meters Scaled)
 CT0709
 CT0709                          SUPERSEDED SURVEY CONTROL
 CT0709
 CT0709  NGVD 29 (??/??/92)  512.446  (m)         1681.25   (f) ADJ UNCH    2 0
 CT0709
 CT0709.Superseded values are not recommended for survey control.
 CT0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0709.See file dsdata.txt to determine how the superseded data were derived.
 CT0709
 CT0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA295985(NAD 83)
 CT0709_MARKER: DB = BENCH MARK DISK
 CT0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0709_STAMPING: U 261 1934
 CT0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0709+STABILITY: SURFACE MOTION
 CT0709
 CT0709  HISTORY     - Date     Condition        Report By
 CT0709  HISTORY     - 1934     MONUMENTED       CGS
 CT0709  HISTORY     - 1958     GOOD             NGS
 CT0709  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0709
 CT0709                          STATION DESCRIPTION
 CT0709
 CT0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0709'6.4 MI N FROM ABILENE.
 CT0709'6.4 MILES NORTH ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION AT
 CT0709'ABILENE, TAYLOR COUNTY, 85 YARDS NORTHWEST OF MILEPOST 145, AND 36
 CT0709'FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED U
 CT0709'261 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CT0709
 CT0709                          STATION RECOVERY (2001)
 CT0709
 CT0709'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1301 ***********************************************************************
 CS1301  DESIGNATION -  U 262
 CS1301  PID         -  CS1301
 CS1301  STATE/COUNTY-  TX/DALLAS
 CS1301  USGS QUAD   -  CARROLLTON (1981)
 CS1301
 CS1301                         *CURRENT SURVEY CONTROL
 CS1301  ___________________________________________________________________
 CS1301* NAD 83(1986)-  32 57 35.     (N)    096 54 04.     (W)     SCALED    
 CS1301* NAVD 88     -       139.546  (meters)     457.83   (feet)  ADJUSTED  
 CS1301  ___________________________________________________________________
 CS1301  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CS1301  DYNAMIC HT  -         139.387 (meters)     457.31  (feet)  COMP
 CS1301  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CS1301
 CS1301  VERT ORDER  -  SECOND    CLASS 0
 CS1301
 CS1301.The horizontal coordinates were scaled from a topographic map and have
 CS1301.an estimated accuracy of +/- 6 seconds.
 CS1301
 CS1301.The orthometric height was determined by differential leveling
 CS1301.and adjusted by the National Geodetic Survey in June 1991..
 CS1301
 CS1301.The geoid height was determined by GEOID03.
 CS1301
 CS1301.The dynamic height is computed by dividing the NAVD 88
 CS1301.geopotential number by the normal gravity value computed on the
 CS1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1301.degrees latitude (g = 980.6199 gals.).
 CS1301
 CS1301.The modeled gravity was interpolated from observed gravity values.
 CS1301
 CS1301;                    North         East    Units  Estimated Accuracy
 CS1301;SPC TXNC     - 2,144,520.      749,470.      MT  (+/- 180 meters Scaled)
 CS1301
 CS1301                          SUPERSEDED SURVEY CONTROL
 CS1301
 CS1301  NGVD 29 (??/??/92)  139.547  (m)          457.83   (f) ADJ UNCH    2 0
 CS1301
 CS1301.Superseded values are not recommended for survey control.
 CS1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1301.See file dsdata.txt to determine how the superseded data were derived.
 CS1301
 CS1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB961487(NAD 83)
 CS1301_MARKER: DB = BENCH MARK DISK
 CS1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1301_STAMPING: U 262 1934
 CS1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1301+STABILITY: SURFACE MOTION
 CS1301
 CS1301  HISTORY     - Date     Condition        Report By
 CS1301  HISTORY     - 1934     MONUMENTED       CGS
 CS1301  HISTORY     - 20050214 MARK NOT FOUND   GEOCAC
 CS1301
 CS1301                          STATION DESCRIPTION
 CS1301
 CS1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS1301'0.7 MI E FROM CARROLLTON.
 CS1301'0.7 MILES E OF AND ALONG THE ST. L. AND S.F. R. R. 49 FEET SE OF
 CS1301'BRIDGE NO. 698.6A.  60 FEET SOUTH OF THE CENTER OF THE MAIN TRACK.
 CS1301
 CS1301                          STATION RECOVERY (2005)
 CS1301
 CS1301'RECOVERY NOTE BY GEOCACHING 2005
 CS1301'THE BENCHMARK DISK WAS SEARCHED FOR BUT NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1158 ***********************************************************************
 CS1158  DESIGNATION -  U 265
 CS1158  PID         -  CS1158
 CS1158  STATE/COUNTY-  TX/ELLIS
 CS1158  USGS QUAD   -  WAXAHACHIE (1978)
 CS1158
 CS1158                         *CURRENT SURVEY CONTROL
 CS1158  ___________________________________________________________________
 CS1158* NAD 83(1986)-  32 28 39.     (N)    096 49 52.     (W)     SCALED    
 CS1158* NAVD 88     -       189.507  (meters)     621.74   (feet)  ADJUSTED  
 CS1158  ___________________________________________________________________
 CS1158  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS1158  DYNAMIC HT  -         189.285 (meters)     621.01  (feet)  COMP
 CS1158  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 CS1158
 CS1158  VERT ORDER  -  SECOND    CLASS 0
 CS1158
 CS1158.The horizontal coordinates were scaled from a topographic map and have
 CS1158.an estimated accuracy of +/- 6 seconds.
 CS1158
 CS1158.The orthometric height was determined by differential leveling
 CS1158.and adjusted by the National Geodetic Survey in June 1991..
 CS1158
 CS1158.The geoid height was determined by GEOID03.
 CS1158
 CS1158.The dynamic height is computed by dividing the NAVD 88
 CS1158.geopotential number by the normal gravity value computed on the
 CS1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1158.degrees latitude (g = 980.6199 gals.).
 CS1158
 CS1158.The modeled gravity was interpolated from observed gravity values.
 CS1158
 CS1158;                    North         East    Units  Estimated Accuracy
 CS1158;SPC TXNC     - 2,091,160.      756,860.      MT  (+/- 180 meters Scaled)
 CS1158
 CS1158                          SUPERSEDED SURVEY CONTROL
 CS1158
 CS1158  NGVD 29 (??/??/92)  189.502  (m)          621.72   (f) ADJ UNCH    2 0
 CS1158
 CS1158.Superseded values are not recommended for survey control.
 CS1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1158.See file dsdata.txt to determine how the superseded data were derived.
 CS1158
 CS1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA038954(NAD 83)
 CS1158_MARKER: DB = BENCH MARK DISK
 CS1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1158_STAMPING: U 265 1934
 CS1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1158+STABILITY: SURFACE MOTION
 CS1158
 CS1158  HISTORY     - Date     Condition        Report By
 CS1158  HISTORY     - 1934     MONUMENTED       CGS
 CS1158  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1158  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS1158
 CS1158                          STATION DESCRIPTION
 CS1158
 CS1158'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS1158'7.0 MI N FROM WAXAHACHIE.
 CS1158'7.0 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS1158'WAXAHACHIE, ELLIS COUNTY, 257 YARDS NORTH OF THE STATION AT STERRETT,
 CS1158'33 YARDS EAST OF MILEPOST 791, AND 18 YARDS EAST OF THE TRACK. A
 CS1158'STANDARD DISK, STAMPED U 265 1934 AND SET IN THE TOP OF A CONCRETE
 CS1158'POST.
 CS1158
 CS1158                          STATION RECOVERY (2002)
 CS1158
 CS1158'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2148 ***********************************************************************
 BY2148  DESIGNATION -  U 266
 BY2148  PID         -  BY2148
 BY2148  STATE/COUNTY-  TX/ANDERSON
 BY2148  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2148
 BY2148                         *CURRENT SURVEY CONTROL
 BY2148  ___________________________________________________________________
 BY2148* NAD 83(1986)-  31 52 14.     (N)    095 43 47.     (W)     SCALED    
 BY2148* NAVD 88     -       125.382  (meters)     411.36   (feet)  ADJUSTED  
 BY2148  ___________________________________________________________________
 BY2148  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BY2148  DYNAMIC HT  -         125.230 (meters)     410.86  (feet)  COMP
 BY2148  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 BY2148
 BY2148  VERT ORDER  -  SECOND    CLASS 0
 BY2148
 BY2148.The horizontal coordinates were scaled from a topographic map and have
 BY2148.an estimated accuracy of +/- 6 seconds.
 BY2148
 BY2148.The orthometric height was determined by differential leveling
 BY2148.and adjusted by the National Geodetic Survey in June 1991..
 BY2148
 BY2148.The geoid height was determined by GEOID03.
 BY2148
 BY2148.The dynamic height is computed by dividing the NAVD 88
 BY2148.geopotential number by the normal gravity value computed on the
 BY2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2148.degrees latitude (g = 980.6199 gals.).
 BY2148
 BY2148.The modeled gravity was interpolated from observed gravity values.
 BY2148
 BY2148;                    North         East    Units  Estimated Accuracy
 BY2148;SPC TX C     - 3,253,340.    1,135,490.      MT  (+/- 180 meters Scaled)
 BY2148
 BY2148                          SUPERSEDED SURVEY CONTROL
 BY2148
 BY2148  NGVD 29 (??/??/92)  125.366  (m)          411.31   (f) ADJ UNCH    2 0
 BY2148
 BY2148.Superseded values are not recommended for survey control.
 BY2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2148.See file dsdata.txt to determine how the superseded data were derived.
 BY2148
 BY2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR417293(NAD 83)
 BY2148_MARKER: DB = BENCH MARK DISK
 BY2148_SETTING: 0 = UNSPECIFIED SETTING
 BY2148_STAMPING: U 266 1934
 BY2148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2148
 BY2148  HISTORY     - Date     Condition        Report By
 BY2148  HISTORY     - 1934     MONUMENTED       CGS
 BY2148  HISTORY     - 1939     GOOD             NGS
 BY2148  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2148
 BY2148                          STATION DESCRIPTION
 BY2148
 BY2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BY2148'10.6 MI NW FROM PALESTINE.
 BY2148'10.6 MILES NORTHWEST OF PALESTINE FROM POST OFFICE BY HWY.  0.3 MILES
 BY2148'SOUTHEAST OF MONTALBA FROM BRICK SCHOOL.  45.0 FT. SOUTHEAST OF THE
 BY2148'CENTER OF DRIVEWAY TO THE HOUSE OF M.L.JOHNSON.  45.0 FT. SOUTHWEST OF
 BY2148'THE CENTER OF HIGHWAY 19.  6.0 FT. WEST OF A WIRE FENCE CORNER. LEVEL
 BY2148'WITH THE SURFACE OF HIGHWAY.
 BY2148
 BY2148                          STATION RECOVERY (1977)
 BY2148
 BY2148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0347 ***********************************************************************
 CS0347  DESIGNATION -  U 267
 CS0347  PID         -  CS0347
 CS0347  STATE/COUNTY-  TX/KAUFMAN
 CS0347  USGS QUAD   -  KEMP (1981)
 CS0347
 CS0347                         *CURRENT SURVEY CONTROL
 CS0347  ___________________________________________________________________
 CS0347* NAD 83(1986)-  32 23 57.     (N)    096 11 24.     (W)     SCALED    
 CS0347* NAVD 88     -        97.576  (meters)     320.13   (feet)  ADJUSTED  
 CS0347  ___________________________________________________________________
 CS0347  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0347  DYNAMIC HT  -          97.465 (meters)     319.77  (feet)  COMP
 CS0347  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 CS0347
 CS0347  VERT ORDER  -  SECOND    CLASS 0
 CS0347
 CS0347.The horizontal coordinates were scaled from a topographic map and have
 CS0347.an estimated accuracy of +/- 6 seconds.
 CS0347
 CS0347.The orthometric height was determined by differential leveling
 CS0347.and adjusted by the National Geodetic Survey in June 1991..
 CS0347
 CS0347.The geoid height was determined by GEOID03.
 CS0347
 CS0347.The dynamic height is computed by dividing the NAVD 88
 CS0347.geopotential number by the normal gravity value computed on the
 CS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0347.degrees latitude (g = 980.6199 gals.).
 CS0347
 CS0347.The modeled gravity was interpolated from observed gravity values.
 CS0347
 CS0347;                    North         East    Units  Estimated Accuracy
 CS0347;SPC TXNC     - 2,083,620.      817,300.      MT  (+/- 180 meters Scaled)
 CS0347
 CS0347                          SUPERSEDED SURVEY CONTROL
 CS0347
 CS0347  NGVD 29 (??/??/92)   97.594  (m)          320.19   (f) ADJ UNCH    2 0
 CS0347
 CS0347.Superseded values are not recommended for survey control.
 CS0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0347.See file dsdata.txt to determine how the superseded data were derived.
 CS0347
 CS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA643881(NAD 83)
 CS0347_MARKER: DB = BENCH MARK DISK
 CS0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0347_STAMPING: U 267 1934
 CS0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0347+STABILITY: SURFACE MOTION
 CS0347
 CS0347  HISTORY     - Date     Condition        Report By
 CS0347  HISTORY     - 1934     MONUMENTED       CGS
 CS0347
 CS0347                          STATION DESCRIPTION
 CS0347
 CS0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0347'4.1 MI SE FROM KEMP.
 CS0347'4.1 MILES SE OF AND ALONG THE S.P.R.R. 18 YARDS N OF THE CENTER OF THE
 CS0347'TRACK.  157 YARDS E OF MILE POST 268.  ABOUT 357 YARDS W OF BRIDGE NO.
 CS0347'267D.  3 FEET N OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0188 ***********************************************************************
 BZ0188  DESIGNATION -  U 269
 BZ0188  PID         -  BZ0188
 BZ0188  STATE/COUNTY-  TX/NAVARRO
 BZ0188  USGS QUAD   -  STREETMAN (1982)
 BZ0188
 BZ0188                         *CURRENT SURVEY CONTROL
 BZ0188  ___________________________________________________________________
 BZ0188* NAD 83(1986)-  31 56 13.     (N)    096 21 14.     (W)     SCALED    
 BZ0188* NAVD 88     -        93.798  (meters)     307.74   (feet)  ADJUSTED  
 BZ0188  ___________________________________________________________________
 BZ0188  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ0188  DYNAMIC HT  -          93.688 (meters)     307.37  (feet)  COMP
 BZ0188  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 BZ0188
 BZ0188  VERT ORDER  -  SECOND    CLASS 0
 BZ0188
 BZ0188.The horizontal coordinates were scaled from a topographic map and have
 BZ0188.an estimated accuracy of +/- 6 seconds.
 BZ0188
 BZ0188.The orthometric height was determined by differential leveling
 BZ0188.and adjusted by the National Geodetic Survey in June 1991..
 BZ0188
 BZ0188.The geoid height was determined by GEOID03.
 BZ0188
 BZ0188.The dynamic height is computed by dividing the NAVD 88
 BZ0188.geopotential number by the normal gravity value computed on the
 BZ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0188.degrees latitude (g = 980.6199 gals.).
 BZ0188
 BZ0188.The modeled gravity was interpolated from observed gravity values.
 BZ0188
 BZ0188;                    North         East    Units  Estimated Accuracy
 BZ0188;SPC TXNC     - 2,032,050.      802,930.      MT  (+/- 180 meters Scaled)
 BZ0188
 BZ0188                          SUPERSEDED SURVEY CONTROL
 BZ0188
 BZ0188  NGVD 29 (??/??/92)   93.79   (m)          307.7    (f) COMPUTED    2 0
 BZ0188
 BZ0188.Superseded values are not recommended for survey control.
 BZ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0188.See file dsdata.txt to determine how the superseded data were derived.
 BZ0188
 BZ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA501365(NAD 83)
 BZ0188_MARKER: DB = BENCH MARK DISK
 BZ0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0188_SP_SET: FOUNDATION
 BZ0188_STAMPING: U 269 1934
 BZ0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0188
 BZ0188  HISTORY     - Date     Condition        Report By
 BZ0188  HISTORY     - 1934     MONUMENTED       CGS
 BZ0188
 BZ0188                          STATION DESCRIPTION
 BZ0188
 BZ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BZ0188'4.5 MI NW FROM STREETMAN.
 BZ0188'4.5 MI NW OF AND ALONG THE F W AND D C R R DISK SET HORIZONTALLY AT
 BZ0188'RAILROAD BRIDGE 226.96.  SOUTH END.  E END OF CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0189 ***********************************************************************
 BZ0189  DESIGNATION -  U 269 RESET 1954
 BZ0189  PID         -  BZ0189
 BZ0189  STATE/COUNTY-  TX/NAVARRO
 BZ0189  USGS QUAD   -  STREETMAN (1982)
 BZ0189
 BZ0189                         *CURRENT SURVEY CONTROL
 BZ0189  ___________________________________________________________________
 BZ0189* NAD 83(1986)-  31 56 13.     (N)    096 21 14.     (W)     SCALED    
 BZ0189* NAVD 88     -        93.75   (+/-2cm)     307.6    (feet)  VERTCON   
 BZ0189  ___________________________________________________________________
 BZ0189  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ0189
 BZ0189  VERT ORDER  -  THIRD (See Below)
 BZ0189
 BZ0189.The horizontal coordinates were scaled from a topographic map and have
 BZ0189.an estimated accuracy of +/- 6 seconds.
 BZ0189
 BZ0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0189.The vertical order pertains to the NGVD 29 superseded value.
 BZ0189
 BZ0189.The geoid height was determined by GEOID03.
 BZ0189
 BZ0189;                    North         East    Units  Estimated Accuracy
 BZ0189;SPC TXNC     - 2,032,050.      802,930.      MT  (+/- 180 meters Scaled)
 BZ0189
 BZ0189                          SUPERSEDED SURVEY CONTROL
 BZ0189
 BZ0189  NGVD 29 (??/??/??)   93.75   (m)          307.6    (f) RESET       3  
 BZ0189
 BZ0189.Superseded values are not recommended for survey control.
 BZ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0189.See file dsdata.txt to determine how the superseded data were derived.
 BZ0189
 BZ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA501365(NAD 83)
 BZ0189_MARKER: DD = SURVEY DISK
 BZ0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0189_SP_SET: PIER
 BZ0189_STAMPING: U 269 RESET 1954
 BZ0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0189
 BZ0189  HISTORY     - Date     Condition        Report By
 BZ0189  HISTORY     - 1954     MONUMENTED       FWDRR
 BZ0189
 BZ0189                          STATION DESCRIPTION
 BZ0189
 BZ0189'DESCRIBED BY FORT WORTH AND DENVER CITY RAILWAY 1954
 BZ0189'4.5 MI NW FROM STREETMAN.
 BZ0189'IN NAVARRO COUNTY, 4.5 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER
 BZ0189'RAILWAY CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD JOINT TEXAS
 BZ0189'DIVISION, FROM STREETMAN, FREESTONE COUNTY, AT THE SOUTH END OF BRIDGE
 BZ0189'226.98, AND IN THE TOP OF THE EAST END OF THE CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0200 ***********************************************************************
 CE0200  DESIGNATION -  U 27 RESET
 CE0200  PID         -  CE0200
 CE0200  STATE/COUNTY-  TX/EL PASO
 CE0200  USGS QUAD   -  CANUTILLO (1995)
 CE0200
 CE0200                         *CURRENT SURVEY CONTROL
 CE0200  ___________________________________________________________________
 CE0200* NAD 83(1986)-  31 58 31.     (N)    106 36 16.     (W)     SCALED    
 CE0200* NAVD 88     -      1153.662  (meters)    3784.97   (feet)  ADJUSTED  
 CE0200  ___________________________________________________________________
 CE0200  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0200  DYNAMIC HT  -        1151.950 (meters)    3779.36  (feet)  COMP
 CE0200  MODELED GRAV-     979,115.4   (mgal)                       NAVD 88
 CE0200
 CE0200  VERT ORDER  -  FIRST     CLASS II
 CE0200
 CE0200.The horizontal coordinates were scaled from a topographic map and have
 CE0200.an estimated accuracy of +/- 6 seconds.
 CE0200
 CE0200.The orthometric height was determined by differential leveling
 CE0200.and adjusted by the National Geodetic Survey in November 1996..
 CE0200
 CE0200.The geoid height was determined by GEOID03.
 CE0200
 CE0200.The dynamic height is computed by dividing the NAVD 88
 CE0200.geopotential number by the normal gravity value computed on the
 CE0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0200.degrees latitude (g = 980.6199 gals.).
 CE0200
 CE0200.The modeled gravity was interpolated from observed gravity values.
 CE0200
 CE0200;                    North         East    Units  Estimated Accuracy
 CE0200;SPC TX C     - 3,272,640.      107,560.      MT  (+/- 180 meters Scaled)
 CE0200
 CE0200                          SUPERSEDED SURVEY CONTROL
 CE0200
 CE0200  NAVD 88 (06/15/91) 1153.657  (m)         3784.96   (f) UNKNOWN     1 2
 CE0200  NGVD 29 (??/??/92) 1153.144  (m)         3783.27   (f) ADJ UNCH    1 2
 CE0200
 CE0200.Superseded values are not recommended for survey control.
 CE0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0200.See file dsdata.txt to determine how the superseded data were derived.
 CE0200
 CE0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR484388(NAD 83)
 CE0200_MARKER: DB = BENCH MARK DISK
 CE0200_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0200_SP_SET: CULVERT HEADWALL
 CE0200_STAMPING: U 27 RESET 1954
 CE0200_MARK LOGO: CGS   
 CE0200_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0200+STABILITY: SURFACE MOTION
 CE0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0200+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CE0200
 CE0200  HISTORY     - Date     Condition        Report By
 CE0200  HISTORY     - 1954     MONUMENTED       CGS
 CE0200  HISTORY     - 1981     GOOD             NGS
 CE0200  HISTORY     - 19940418 GOOD             NGS
 CE0200  HISTORY     - 20050402 GOOD             GEOCAC
 CE0200
 CE0200                          STATION DESCRIPTION
 CE0200
 CE0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0200'1.6 MI S FROM LA TUNA.
 CE0200'1.6 MILES SOUTH ALONG U.S. HIGHWAYS 80 AND 85 FROM THE ATCHISON,TOPEKA
 CE0200'AND SANTA FE RAILROAD STATION  AT LA TUNA, 1 1/2 POLES SOUTH OF
 CE0200'MILEPOST 1138, 47.8 FEET EAST OF THE EAST RAIL OF THE ATCHISON,TOPEKA
 CE0200'AND SANTA FE RAILROAD, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CE0200'SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 4 CHANNEL
 CE0200'CONCRETE CULVERT.
 CE0200
 CE0200                          STATION RECOVERY (1981)
 CE0200
 CE0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0200'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0200'2.6 KM (1.6 MI) SOUTHERLY ALONG STATE HIGHWAY 20 FROM THE CITY HALL
 CE0200'IN ANTHONY, 1 1/2 POLES SOUTH OF RAILROAD MILE POST 1138, AT A WOODEN
 CE0200'RAILROAD BRIDGE, AT THE ANTHONY CITY LIMIT SIGN, IN TOP OF THE SOUTH
 CE0200'END OF THE WEST HEADWALL OF A 4 CHANEL CONCRETE CULVERT, 36.6 METERS
 CE0200'(120.0 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING WEST, 14.6
 CE0200'METERS (47.8 FT) EAST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND
 CE0200'SANTA FE RAILROAD, 9.1 METERS (30.0 FT) WEST OF THE CENTERLINE OF
 CE0200'THE HIGHWAY AND 0.3 METER (1.0 FT) NORTH OF THE SOUTH END OF THE
 CE0200'HEADWALL.
 CE0200
 CE0200                          STATION RECOVERY (1994)
 CE0200
 CE0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0200'6.9 KM (4.30 MI) NORTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0200'THE POST OFFICE IN CANUTILLO, IN TOP OF AND 0.4 M (1.3 FT) NORTH OF
 CE0200'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A BOX CULVERT UNDER
 CE0200'THE HIGHWAY, 44.9 M (147.3 FT) NORTH OF THE CENTER OF A GRAVELED ROAD
 CE0200'LEADING WEST, 14.5 M (47.6 FT) EAST OF THE NEAR RAIL OF THE SANTA FE
 CE0200'RAILROAD, 10.2 M (33.5 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.1 M
 CE0200'(0.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CE0200
 CE0200                          STATION RECOVERY (2005)
 CE0200
 CE0200'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 CE0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0360 ***********************************************************************
 CT0360  DESIGNATION -  U 271
 CT0360  PID         -  CT0360
 CT0360  STATE/COUNTY-  TX/THROCKMORTON
 CT0360  USGS QUAD   -  FORT GRIFFIN (1981)
 CT0360
 CT0360                         *CURRENT SURVEY CONTROL
 CT0360  ___________________________________________________________________
 CT0360* NAD 83(1986)-  32 58 10.     (N)    099 11 16.     (W)     SCALED    
 CT0360* NAVD 88     -       413.786  (meters)    1357.56   (feet)  ADJUSTED  
 CT0360  ___________________________________________________________________
 CT0360  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CT0360  DYNAMIC HT  -         413.274 (meters)    1355.88  (feet)  COMP
 CT0360  MODELED GRAV-     979,389.3   (mgal)                       NAVD 88
 CT0360
 CT0360  VERT ORDER  -  SECOND    CLASS 0
 CT0360
 CT0360.The horizontal coordinates were scaled from a topographic map and have
 CT0360.an estimated accuracy of +/- 6 seconds.
 CT0360
 CT0360.The orthometric height was determined by differential leveling
 CT0360.and adjusted by the National Geodetic Survey in June 1991..
 CT0360
 CT0360.The geoid height was determined by GEOID03.
 CT0360
 CT0360.The dynamic height is computed by dividing the NAVD 88
 CT0360.geopotential number by the normal gravity value computed on the
 CT0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0360.degrees latitude (g = 980.6199 gals.).
 CT0360
 CT0360.The modeled gravity was interpolated from observed gravity values.
 CT0360
 CT0360;                    North         East    Units  Estimated Accuracy
 CT0360;SPC TXNC     - 2,144,680.      535,710.      MT  (+/- 180 meters Scaled)
 CT0360
 CT0360                          SUPERSEDED SURVEY CONTROL
 CT0360
 CT0360  NGVD 29 (??/??/92)  413.666  (m)         1357.17   (f) ADJ UNCH    2 0
 CT0360
 CT0360.Superseded values are not recommended for survey control.
 CT0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0360.See file dsdata.txt to determine how the superseded data were derived.
 CT0360
 CT0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB824479(NAD 83)
 CT0360_MARKER: DB = BENCH MARK DISK
 CT0360_SETTING: 66 = SET IN ROCK OUTCROP
 CT0360_SP_SET: ROCK OUTCROP
 CT0360_STAMPING: U 271 1934
 CT0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0360+STABILITY: POSITION/ELEVATION WELL
 CT0360
 CT0360  HISTORY     - Date     Condition        Report By
 CT0360  HISTORY     - 1934     MONUMENTED       CGS
 CT0360  HISTORY     - 1957     GOOD             NGS
 CT0360
 CT0360                          STATION DESCRIPTION
 CT0360
 CT0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0360'14.7 MI S FROM THROCKMORTON.
 CT0360'14.7 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THROCKMORTON,
 CT0360'THROCKMORTON COUNTY, 80 FEET SOUTHWEST OF A CONCRETE CULVERT, 65 FEET
 CT0360'WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF A RIGHT-OF-WAY
 CT0360'FENCE, MARKED BY A ROCK CIRCLE, AND IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1215 ***********************************************************************
 CT1215  DESIGNATION -  U 271 RESET
 CT1215  PID         -  CT1215
 CT1215  STATE/COUNTY-  TX/THROCKMORTON
 CT1215  USGS QUAD   -  FORT GRIFFIN (1981)
 CT1215
 CT1215                         *CURRENT SURVEY CONTROL
 CT1215  ___________________________________________________________________
 CT1215* NAD 83(1986)-  32 58 10.     (N)    099 11 16.     (W)     SCALED    
 CT1215* NAVD 88     -       416.63   (meters)    1366.9    (feet)  RESET     
 CT1215  ___________________________________________________________________
 CT1215  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CT1215
 CT1215  VERT ORDER  -  THIRD
 CT1215
 CT1215.The horizontal coordinates were scaled from a topographic map and have
 CT1215.an estimated accuracy of +/- 6 seconds.
 CT1215
 CT1215.The orthometric height was computed from unverified reset data.
 CT1215.No vertical observational check was made to the station.
 CT1215
 CT1215.The geoid height was determined by GEOID03.
 CT1215
 CT1215;                    North         East    Units  Estimated Accuracy
 CT1215;SPC TXNC     - 2,144,680.      535,710.      MT  (+/- 180 meters Scaled)
 CT1215
 CT1215                          SUPERSEDED SURVEY CONTROL
 CT1215
 CT1215  NGVD 29 (01/29/03)  416.51   (m)         1366.5    (f) RESET       3  
 CT1215
 CT1215.Superseded values are not recommended for survey control.
 CT1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1215.See file dsdata.txt to determine how the superseded data were derived.
 CT1215
 CT1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB824479(NAD 83)
 CT1215_MARKER: DB = BENCH MARK DISK
 CT1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1215_SP_SET: CONCRETE POST
 CT1215_STAMPING: U 271 RESET 1982
 CT1215_MARK LOGO: NGS   
 CT1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1215+STABILITY: SURFACE MOTION
 CT1215
 CT1215  HISTORY     - Date     Condition        Report By
 CT1215  HISTORY     - 1982     MONUMENTED       NGS
 CT1215
 CT1215                          STATION DESCRIPTION
 CT1215
 CT1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT1215'14.7 MI (23.7 KM) SOUTH FROM THE COURTHOUSE IN THROCKMORTON ALONG THE
 CT1215'WEST RIGHT-OF-WAY OF U.S. HIGHWAY 283, 45.0 FT (13.7 M) WEST OF THE
 CT1215'CENTERLINE, 7.6 FT (2.3 M) EAST OF A FENCE AND 1.6 FT (0.5 M) NORTH
 CT1215'OF A WITNESS POST. THE MARK IS SET IN A VERY SHALLOW HOLD DUG TO THE
 CT1215'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0276 ***********************************************************************
 CT0276  DESIGNATION -  U 273
 CT0276  PID         -  CT0276
 CT0276  STATE/COUNTY-  TX/STEPHENS
 CT0276  USGS QUAD   -  LA CASA (1967)
 CT0276
 CT0276                         *CURRENT SURVEY CONTROL
 CT0276  ___________________________________________________________________
 CT0276* NAD 83(1986)-  32 32 13.     (N)    098 42 04.     (W)     SCALED    
 CT0276* NAVD 88     -       473.445  (meters)    1553.29   (feet)  ADJUSTED  
 CT0276  ___________________________________________________________________
 CT0276  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CT0276  DYNAMIC HT  -         472.841 (meters)    1551.31  (feet)  COMP
 CT0276  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 CT0276
 CT0276  VERT ORDER  -  FIRST     CLASS II
 CT0276
 CT0276.The horizontal coordinates were scaled from a topographic map and have
 CT0276.an estimated accuracy of +/- 6 seconds.
 CT0276
 CT0276.The orthometric height was determined by differential leveling
 CT0276.and adjusted by the National Geodetic Survey in June 1991..
 CT0276
 CT0276.The geoid height was determined by GEOID03.
 CT0276
 CT0276.The dynamic height is computed by dividing the NAVD 88
 CT0276.geopotential number by the normal gravity value computed on the
 CT0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0276.degrees latitude (g = 980.6199 gals.).
 CT0276
 CT0276.The modeled gravity was interpolated from observed gravity values.
 CT0276
 CT0276;                    North         East    Units  Estimated Accuracy
 CT0276;SPC TXNC     - 2,096,520.      581,110.      MT  (+/- 180 meters Scaled)
 CT0276
 CT0276                          SUPERSEDED SURVEY CONTROL
 CT0276
 CT0276  NGVD 29 (??/??/92)  473.303  (m)         1552.83   (f) ADJ UNCH    1 2
 CT0276
 CT0276.Superseded values are not recommended for survey control.
 CT0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0276.See file dsdata.txt to determine how the superseded data were derived.
 CT0276
 CT0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA280999(NAD 83)
 CT0276_MARKER: DB = BENCH MARK DISK
 CT0276_SETTING: 66 = SET IN ROCK OUTCROP
 CT0276_SP_SET: ROCK OUTCROP
 CT0276_STAMPING: U 273 1934
 CT0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0276+STABILITY: POSITION/ELEVATION WELL
 CT0276
 CT0276  HISTORY     - Date     Condition        Report By
 CT0276  HISTORY     - 1934     MONUMENTED       CGS
 CT0276  HISTORY     - 1956     GOOD             NGS
 CT0276  HISTORY     - 1967     MARK NOT FOUND   USGS
 CT0276
 CT0276                          STATION DESCRIPTION
 CT0276
 CT0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0276'5.3 MI N FROM RANGER.
 CT0276'1.0 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0276'STATION AT RANGER, THENCE 4.3 MILES NORTHWEST ALONG AN ABANDONED GRADE
 CT0276'OF THE WICHITA FALLS AND SOUTHERN RAILROAD, 0.3 MILE SOUTHWEST OF A
 CT0276'SMALL ABANDONED FARMHOUSE, 109 FEET SOUTHEAST OF TELEPHONE POLE 883,
 CT0276'132 FEET NORTHEAST OF TELEPHONE POLE 884, 53 FEET EAST OF THE CENTER
 CT0276'LINE OF THE OLD RAILROAD GRADE, 3.7 FEET NORTHWEST OF A SMALL ROCK
 CT0276'CAIRN, FLUSH WITH THE GROUND, SET IN THE TOP OF A ROCK OUTCROP.
 CT0276
 CT0276                          STATION RECOVERY (1967)
 CT0276
 CT0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CT0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0448 ***********************************************************************
 CT0448  DESIGNATION -  U 274
 CT0448  PID         -  CT0448
 CT0448  STATE/COUNTY-  TX/CALLAHAN
 CT0448  USGS QUAD   -  CROSS CUT (1987)
 CT0448
 CT0448                         *CURRENT SURVEY CONTROL
 CT0448  ___________________________________________________________________
 CT0448* NAD 83(1986)-  32 06 22.     (N)    099 12 23.     (W)     SCALED    
 CT0448* NAVD 88     -       533.202  (meters)    1749.35   (feet)  ADJUSTED  
 CT0448  ___________________________________________________________________
 CT0448  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CT0448  DYNAMIC HT  -         532.506 (meters)    1747.06  (feet)  COMP
 CT0448  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 CT0448
 CT0448  VERT ORDER  -  SECOND    CLASS 0
 CT0448
 CT0448.The horizontal coordinates were scaled from a topographic map and have
 CT0448.an estimated accuracy of +/- 6 seconds.
 CT0448
 CT0448.The orthometric height was determined by differential leveling
 CT0448.and adjusted by the National Geodetic Survey in June 1991..
 CT0448
 CT0448.The geoid height was determined by GEOID03.
 CT0448
 CT0448.The dynamic height is computed by dividing the NAVD 88
 CT0448.geopotential number by the normal gravity value computed on the
 CT0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0448.degrees latitude (g = 980.6199 gals.).
 CT0448
 CT0448.The modeled gravity was interpolated from observed gravity values.
 CT0448
 CT0448;                    North         East    Units  Estimated Accuracy
 CT0448;SPC TXNC     - 2,048,960.      533,330.      MT  (+/- 180 meters Scaled)
 CT0448
 CT0448                          SUPERSEDED SURVEY CONTROL
 CT0448
 CT0448  NGVD 29 (??/??/92)  533.062  (m)         1748.89   (f) ADJ UNCH    2 0
 CT0448
 CT0448.Superseded values are not recommended for survey control.
 CT0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0448.See file dsdata.txt to determine how the superseded data were derived.
 CT0448
 CT0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA805522(NAD 83)
 CT0448_MARKER: DB = BENCH MARK DISK
 CT0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0448_STAMPING: U 274 1934
 CT0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0448+STABILITY: SURFACE MOTION
 CT0448
 CT0448  HISTORY     - Date     Condition        Report By
 CT0448  HISTORY     - 1934     MONUMENTED       CGS
 CT0448  HISTORY     - 1957     GOOD             NGS
 CT0448
 CT0448                          STATION DESCRIPTION
 CT0448
 CT0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0448'3.3 MI SW FROM CROSS PLAINS.
 CT0448'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 206 FROM THE HIGH SCHOOL AT
 CT0448'CROSS PLAINS, CALLAHAN COUNTY, 0.2 MILE EAST OF A CURVE, NEAR A
 CT0448'SERVICE STATION, AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 CT0448'STANDARD DISK, STAMPED U 274 1934 AND SET IN THE TOP OF A CONCRETE
 CT0448'POST.  NOTE-- THE MARK IS NORTHWEST ACROSS HIGHWAY FROM MR. W.T.
 CT0448'WELDONS FARMHOUSE AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0422 ***********************************************************************
 DM0422  DESIGNATION -  U 275
 DM0422  PID         -  DM0422
 DM0422  STATE/COUNTY-  TX/TITUS
 DM0422  USGS QUAD   -  WINFIELD (1965)
 DM0422
 DM0422                         *CURRENT SURVEY CONTROL
 DM0422  ___________________________________________________________________
 DM0422* NAD 83(1986)-  33 09 33.     (N)    095 02 08.     (W)     SCALED    
 DM0422* NAVD 88     -       113.070  (meters)     370.96   (feet)  ADJUSTED  
 DM0422  ___________________________________________________________________
 DM0422  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0422  DYNAMIC HT  -         112.946 (meters)     370.56  (feet)  COMP
 DM0422  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 DM0422
 DM0422  VERT ORDER  -  SECOND    CLASS 0
 DM0422
 DM0422.The horizontal coordinates were scaled from a topographic map and have
 DM0422.an estimated accuracy of +/- 6 seconds.
 DM0422
 DM0422.The orthometric height was determined by differential leveling
 DM0422.and adjusted by the National Geodetic Survey in June 1991..
 DM0422
 DM0422.The geoid height was determined by GEOID03.
 DM0422
 DM0422.The dynamic height is computed by dividing the NAVD 88
 DM0422.geopotential number by the normal gravity value computed on the
 DM0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0422.degrees latitude (g = 980.6199 gals.).
 DM0422
 DM0422.The modeled gravity was interpolated from observed gravity values.
 DM0422
 DM0422;                    North         East    Units  Estimated Accuracy
 DM0422;SPC TXNC     - 2,170,830.      923,080.      MT  (+/- 180 meters Scaled)
 DM0422
 DM0422                          SUPERSEDED SURVEY CONTROL
 DM0422
 DM0422  NGVD 29 (??/??/92)  113.081  (m)          371.00   (f) ADJ UNCH    2 0
 DM0422
 DM0422.Superseded values are not recommended for survey control.
 DM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0422.See file dsdata.txt to determine how the superseded data were derived.
 DM0422
 DM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS101707(NAD 83)
 DM0422_MARKER: DB = BENCH MARK DISK
 DM0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0422_SP_SET: CULVERT
 DM0422_STAMPING: U 275 1934
 DM0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0422
 DM0422  HISTORY     - Date     Condition        Report By
 DM0422  HISTORY     - 1934     MONUMENTED       CGS
 DM0422
 DM0422                          STATION DESCRIPTION
 DM0422
 DM0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0422'4.4 MI W FROM MOUNT PLEASANT.
 DM0422'4.4 MI W OF AND ALONG THE ST. L AND SW R R.  ABOUT 150 YARDS W OF MILE
 DM0422'POST 484.  38 YARDS W OF A DIM ROAD CROSSING.  15 FEET S OF CENTER OF
 DM0422'TRACK.  DISK IS SET HORIZONTALLY ON W END OF HEADWALL OF CONCRETE
 DM0422'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0254 ***********************************************************************
 CR0254  DESIGNATION -  U 276
 CR0254  PID         -  CR0254
 CR0254  STATE/COUNTY-  TX/UPSHUR
 CR0254  USGS QUAD   -  GILMER (1978)
 CR0254
 CR0254                         *CURRENT SURVEY CONTROL
 CR0254  ___________________________________________________________________
 CR0254* NAD 83(1986)-  32 43 46.     (N)    094 56 37.     (W)     SCALED    
 CR0254* NAVD 88     -       117.464  (meters)     385.38   (feet)  ADJUSTED  
 CR0254  ___________________________________________________________________
 CR0254  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CR0254  DYNAMIC HT  -         117.330 (meters)     384.94  (feet)  COMP
 CR0254  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 CR0254
 CR0254  VERT ORDER  -  SECOND    CLASS 0
 CR0254
 CR0254.The horizontal coordinates were scaled from a topographic map and have
 CR0254.an estimated accuracy of +/- 6 seconds.
 CR0254
 CR0254.The orthometric height was determined by differential leveling
 CR0254.and adjusted by the National Geodetic Survey in June 1991..
 CR0254
 CR0254.The geoid height was determined by GEOID03.
 CR0254
 CR0254.The dynamic height is computed by dividing the NAVD 88
 CR0254.geopotential number by the normal gravity value computed on the
 CR0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0254.degrees latitude (g = 980.6199 gals.).
 CR0254
 CR0254.The modeled gravity was interpolated from observed gravity values.
 CR0254
 CR0254;                    North         East    Units  Estimated Accuracy
 CR0254;SPC TXNC     - 2,123,490.      933,270.      MT  (+/- 180 meters Scaled)
 CR0254
 CR0254                          SUPERSEDED SURVEY CONTROL
 CR0254
 CR0254  NGVD 29 (??/??/92)  117.484  (m)          385.45   (f) ADJ UNCH    2 0
 CR0254
 CR0254.Superseded values are not recommended for survey control.
 CR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0254.See file dsdata.txt to determine how the superseded data were derived.
 CR0254
 CR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS178229(NAD 83)
 CR0254_MARKER: DB = BENCH MARK DISK
 CR0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0254_SP_SET: BALUSTRADE
 CR0254_STAMPING: U 276 1934
 CR0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR0254+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0254
 CR0254  HISTORY     - Date     Condition        Report By
 CR0254  HISTORY     - 1934     MONUMENTED       CGS
 CR0254  HISTORY     - 1954     GOOD             NGS
 CR0254  HISTORY     - 20040605 GOOD             USPSQD
 CR0254  HISTORY     - 20051209 GOOD             GEOCAC
 CR0254
 CR0254                          STATION DESCRIPTION
 CR0254
 CR0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0254'IN GILMER.
 CR0254'IN THE N STONE BALUSTRADE OF THE MAIN ENTRANCE TO THE POST OFFICE.
 CR0254'DISK SET HORIZONTALLY.  3 FEET W OF THE FACE OF THE BUILDING.  8
 CR0254'INCHES NE OF THE BASE OF THE LIGHT POLE.
 CR0254
 CR0254                          STATION RECOVERY (1954)
 CR0254
 CR0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CR0254'RECOVERED IN GOOD CONDITION.
 CR0254
 CR0254                          STATION RECOVERY (2004)
 CR0254
 CR0254'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CR0254'RECOVERED IN GOOD CONDITION.
 CR0254
 CR0254                          STATION RECOVERY (2005)
 CR0254
 CR0254'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 CR0254'THE BUILDING IS NOW A HISTORICAL MUSEUM LOCATED ON THE SE CORNER OF
 CR0254'EAST JEFFERSON AND
 CR0254'SIMPSON STREETS IN GILMER, TX.  HANDHELD COORDINATES N 32 43 46.4 W
 CR0254'094 56 37.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1820 ***********************************************************************
 BK1820  DESIGNATION -  U 278
 BK1820  PID         -  BK1820
 BK1820  STATE/COUNTY-  TX/NEWTON
 BK1820  USGS QUAD   -  STARKS (1994)
 BK1820
 BK1820                         *CURRENT SURVEY CONTROL
 BK1820  ___________________________________________________________________
 BK1820* NAD 83(1986)-  30 16 31.     (N)    093 43 50.     (W)     SCALED    
 BK1820* NAVD 88     -         6.77   (+/-2cm)      22.2    (feet)  VERTCON   
 BK1820  ___________________________________________________________________
 BK1820  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BK1820
 BK1820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1820
 BK1820.The horizontal coordinates were scaled from a topographic map and have
 BK1820.an estimated accuracy of +/- 6 seconds.
 BK1820
 BK1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1820.The vertical order pertains to the NGVD 29 superseded value.
 BK1820
 BK1820.The geoid height was determined by GEOID03.
 BK1820
 BK1820;                    North         East    Units  Estimated Accuracy
 BK1820;SPC TX C     - 3,086,320.    1,334,910.      MT  (+/- 180 meters Scaled)
 BK1820
 BK1820                          SUPERSEDED SURVEY CONTROL
 BK1820
 BK1820  NGVD 29 (??/??/??)    6.721  (m)           22.05   (f) ADJUSTED    2 0
 BK1820
 BK1820.Superseded values are not recommended for survey control.
 BK1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1820.See file dsdata.txt to determine how the superseded data were derived.
 BK1820
 BK1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP297495(NAD 83)
 BK1820_MARKER: DB = BENCH MARK DISK
 BK1820_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BK1820+WITH SETTING: PAVEMENT
 BK1820_SP_SET: WATER TANK BASE
 BK1820_STAMPING: U 278 1935
 BK1820_MARK LOGO: CGS   
 BK1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1820+STABILITY: SURFACE MOTION
 BK1820
 BK1820  HISTORY     - Date     Condition        Report By
 BK1820  HISTORY     - 1935     MONUMENTED       CGS
 BK1820  HISTORY     - 1976     MARK NOT FOUND   NGS
 BK1820  HISTORY     - 19900827 GOOD             LOCENG
 BK1820
 BK1820                          STATION DESCRIPTION
 BK1820
 BK1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1820'IN RULIFF.
 BK1820'AT RULIFF AND ALONG THE KANSAS CITY SOUTHERN RR, 50 YARDS NE OF THE
 BK1820'STATION.  IN THE WATER TANK.  DISK SET HORIZONTALLY IN NE CORNER OF
 BK1820'CONCRETE FOOTING OF NE LEG OF TOWER.
 BK1820
 BK1820                          STATION RECOVERY (1976)
 BK1820
 BK1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BK1820'MARK NOT FOUND.
 BK1820
 BK1820                          STATION RECOVERY (1990)
 BK1820
 BK1820'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 BK1820'RECOVERED IN GOOD CONDITION.  NOTE--TOWER REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1427 ***********************************************************************
 BL1427  DESIGNATION -  U 279
 BL1427  PID         -  BL1427
 BL1427  STATE/COUNTY-  TX/MONTGOMERY
 BL1427  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1427
 BL1427                         *CURRENT SURVEY CONTROL
 BL1427  ___________________________________________________________________
 BL1427* NAD 83(1986)-  30 11 31.     (N)    095 43 10.     (W)     SCALED    
 BL1427* NAVD 88     -        79.89   (+/-2cm)     262.1    (feet)  VERTCON   
 BL1427  ___________________________________________________________________
 BL1427  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1427
 BL1427  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1427
 BL1427.The horizontal coordinates were scaled from a topographic map and have
 BL1427.an estimated accuracy of +/- 6 seconds.
 BL1427
 BL1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1427.The vertical order pertains to the NGVD 29 superseded value.
 BL1427
 BL1427.The geoid height was determined by GEOID03.
 BL1427
 BL1427;                    North         East    Units  Estimated Accuracy
 BL1427;SPC TX C     - 3,067,440.    1,144,180.      MT  (+/- 180 meters Scaled)
 BL1427
 BL1427                          SUPERSEDED SURVEY CONTROL
 BL1427
 BL1427  NGVD 29 (04/06/79)   79.886  (m)          262.09   (f) ADJUSTED    1 2
 BL1427
 BL1427.Superseded values are not recommended for survey control.
 BL1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1427.See file dsdata.txt to determine how the superseded data were derived.
 BL1427
 BL1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP381431(NAD 83)
 BL1427_MARKER: DB = BENCH MARK DISK
 BL1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1427_STAMPING: U 279 1935
 BL1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1427+STABILITY: SURFACE MOTION
 BL1427
 BL1427  HISTORY     - Date     Condition        Report By
 BL1427  HISTORY     - 1935     MONUMENTED       CGS
 BL1427  HISTORY     - 1954     GOOD             NGS
 BL1427  HISTORY     - 1978     GOOD             NGS
 BL1427
 BL1427                          STATION DESCRIPTION
 BL1427
 BL1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1427'2.2 MI SE FROM MAGNOLIA.
 BL1427'2.2 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1427'RAILROAD FROM THE STATION AT MAGNOLIA, 36 FEET NORTHEAST OF THE CENTER
 BL1427'LINE OF AN OILED ROAD, 34 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET
 BL1427'NORTHWEST OF MILEPOST 20, 6 FEET NORTHEAST OF A FENCE, 2 FEET
 BL1427'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1427'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE INTERNATIONAL-GREAT
 BL1427'NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC.
 BL1427
 BL1427                          STATION RECOVERY (1978)
 BL1427
 BL1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1427'2.2 MILE SOUTHEAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1427'CROSSING OF MAGNOLIA CONROE ROAD IN MAGNOLIA AT MILE POLE 20, 41.5
 BL1427'FEET NORTHEAST OF THE CENTERLINE OF FARM ROAD (FM) 1774, 34 FEET
 BL1427'SOUTHWEST OF THE SOUTHWEST RAIL, AND 6 FEET NORTHWEST OF MILE POLE
 BL1427'20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0446 ***********************************************************************
 DO0446  DESIGNATION -  U 280
 DO0446  PID         -  DO0446
 DO0446  STATE/COUNTY-  TX/THROCKMORTON
 DO0446  USGS QUAD   -  TONK CREEK (1981)
 DO0446
 DO0446                         *CURRENT SURVEY CONTROL
 DO0446  ___________________________________________________________________
 DO0446* NAD 83(1986)-  33 10 54.     (N)    099 19 24.     (W)     SCALED    
 DO0446* NAVD 88     -       477.106  (meters)    1565.31   (feet)  ADJUSTED  
 DO0446  ___________________________________________________________________
 DO0446  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DO0446  DYNAMIC HT  -         476.521 (meters)    1563.39  (feet)  COMP
 DO0446  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 DO0446
 DO0446  VERT ORDER  -  SECOND    CLASS 0
 DO0446
 DO0446.The horizontal coordinates were scaled from a topographic map and have
 DO0446.an estimated accuracy of +/- 6 seconds.
 DO0446
 DO0446.The orthometric height was determined by differential leveling
 DO0446.and adjusted by the National Geodetic Survey in June 1991..
 DO0446
 DO0446.The geoid height was determined by GEOID03.
 DO0446
 DO0446.The dynamic height is computed by dividing the NAVD 88
 DO0446.geopotential number by the normal gravity value computed on the
 DO0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0446.degrees latitude (g = 980.6199 gals.).
 DO0446
 DO0446.The modeled gravity was interpolated from observed gravity values.
 DO0446
 DO0446;                    North         East    Units  Estimated Accuracy
 DO0446;SPC TXNC     - 2,168,300.      523,230.      MT  (+/- 180 meters Scaled)
 DO0446
 DO0446                          SUPERSEDED SURVEY CONTROL
 DO0446
 DO0446  NGVD 29 (??/??/92)  476.962  (m)         1564.83   (f) ADJ UNCH    2 0
 DO0446
 DO0446.Superseded values are not recommended for survey control.
 DO0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0446.See file dsdata.txt to determine how the superseded data were derived.
 DO0446
 DO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB698714(NAD 83)
 DO0446_MARKER: DB = BENCH MARK DISK
 DO0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0446_STAMPING: U 280 1934
 DO0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0446+STABILITY: SURFACE MOTION
 DO0446
 DO0446  HISTORY     - Date     Condition        Report By
 DO0446  HISTORY     - 1934     MONUMENTED       CGS
 DO0446  HISTORY     - 1965     GOOD             USGS
 DO0446
 DO0446                          STATION DESCRIPTION
 DO0446
 DO0446'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0446'8.2 MI W FROM THROCKMORTON.
 DO0446'8.74 MILES WEST ALONG STATE HWY NO. 24 FROM THE JUNCTION OF U.S. HWY
 DO0446'NO. 283 AND STATE HWY NO. 24 IN THROCKMORTON, TEXAS. 237 FEET
 DO0446'NORTHEAST FROM THE CENTER LINE OF THE JUNCTION OF STATE HWY NO. 24 AND
 DO0446'FARM TO MARKET ROAD NO. 1720 AT AN OLD ABANDONED T-ROAD NORTH. 14 FEET
 DO0446'WEST OF THE REMAINS OF AN OLD CATTLE GUARD, 62 FEET NORTH OF THE
 DO0446'CENTER LINE OF HWY 24, 7 FEET NORTH OF R.O.R. FENCE A STANDARD DISK
 DO0446'STAMPED 4-280 1934 SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0298 ***********************************************************************
 CA0298  DESIGNATION -  U 281
 CA0298  PID         -  CA0298
 CA0298  STATE/COUNTY-  TX/BROWN
 CA0298  USGS QUAD   -  BLANKET (1978)
 CA0298
 CA0298                         *CURRENT SURVEY CONTROL
 CA0298  ___________________________________________________________________
 CA0298* NAD 83(1986)-  31 48 32.     (N)    098 50 23.     (W)     SCALED    
 CA0298* NAVD 88     -       511.994  (meters)    1679.77   (feet)  ADJUSTED  
 CA0298  ___________________________________________________________________
 CA0298  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CA0298  DYNAMIC HT  -         511.325 (meters)    1677.57  (feet)  COMP
 CA0298  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 CA0298
 CA0298  VERT ORDER  -  SECOND    CLASS 0
 CA0298
 CA0298.The horizontal coordinates were scaled from a topographic map and have
 CA0298.an estimated accuracy of +/- 6 seconds.
 CA0298
 CA0298.The orthometric height was determined by differential leveling
 CA0298.and adjusted by the National Geodetic Survey in June 1991..
 CA0298
 CA0298.The geoid height was determined by GEOID03.
 CA0298
 CA0298.The dynamic height is computed by dividing the NAVD 88
 CA0298.geopotential number by the normal gravity value computed on the
 CA0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0298.degrees latitude (g = 980.6199 gals.).
 CA0298
 CA0298.The modeled gravity was interpolated from observed gravity values.
 CA0298
 CA0298;                    North         East    Units  Estimated Accuracy
 CA0298;SPC TX C     - 3,238,440.      841,420.      MT  (+/- 180 meters Scaled)
 CA0298
 CA0298                          SUPERSEDED SURVEY CONTROL
 CA0298
 CA0298  NGVD 29 (??/??/92)  511.888  (m)         1679.42   (f) ADJ UNCH    2 0
 CA0298
 CA0298.Superseded values are not recommended for survey control.
 CA0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0298.See file dsdata.txt to determine how the superseded data were derived.
 CA0298
 CA0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA151192(NAD 83)
 CA0298_MARKER: DB = BENCH MARK DISK
 CA0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0298_STAMPING: U 281 1934
 CA0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0298+STABILITY: SURFACE MOTION
 CA0298
 CA0298  HISTORY     - Date     Condition        Report By
 CA0298  HISTORY     - 1934     MONUMENTED       CGS
 CA0298  HISTORY     - 1967     MARK NOT FOUND   NGS
 CA0298
 CA0298                          STATION DESCRIPTION
 CA0298
 CA0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CA0298'3.9 MI SW FROM BLANKET.
 CA0298'ABOUT 3.9 MILES SOUTHWEST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CA0298'FROM THE STATION AT BLANKET, BROWN COUNTY, ABOUT 0.2 MILE EAST OF
 CA0298'MILEPOST 864, AND ABOUT 138 YARDS SOUTHWEST OF AND ACROSS THE TRACK OF
 CA0298'A POLE PAINTED 863 + 30.  A STANDARD DISK, STAMPED U 281 1934 AND SET
 CA0298'IN THE TOP OF A CONCRETE POST.  NOTE-- THE MILEPOSTS HAVE BEEN CHANGED
 CA0298'WHICH MAKES THE SEARCH DIFFICULT.  THE AREA AT THE SITE WAS COVERED
 CA0298'WITH HIGH GRASS.  IT IS BELIEVED THE MARK MAY HAVE BEEN OVERLOOKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0050 ***********************************************************************
 CT0050  DESIGNATION -  U 283
 CT0050  PID         -  CT0050
 CT0050  STATE/COUNTY-  TX/ERATH
 CT0050  USGS QUAD   -  STRAWN EAST (1984)
 CT0050
 CT0050                         *CURRENT SURVEY CONTROL
 CT0050  ___________________________________________________________________
 CT0050* NAD 83(1986)-  32 31 19.     (N)    098 25 16.     (W)     SCALED    
 CT0050* NAVD 88     -       299.455  (meters)     982.46   (feet)  ADJUSTED  
 CT0050  ___________________________________________________________________
 CT0050  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0050  DYNAMIC HT  -         299.082 (meters)     981.24  (feet)  COMP
 CT0050  MODELED GRAV-     979,384.6   (mgal)                       NAVD 88
 CT0050
 CT0050  VERT ORDER  -  SECOND    CLASS 0
 CT0050
 CT0050.The horizontal coordinates were scaled from a topographic map and have
 CT0050.an estimated accuracy of +/- 6 seconds.
 CT0050
 CT0050.The orthometric height was determined by differential leveling
 CT0050.and adjusted by the National Geodetic Survey in June 1991..
 CT0050
 CT0050.The geoid height was determined by GEOID03.
 CT0050
 CT0050.The dynamic height is computed by dividing the NAVD 88
 CT0050.geopotential number by the normal gravity value computed on the
 CT0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0050.degrees latitude (g = 980.6199 gals.).
 CT0050
 CT0050.The modeled gravity was interpolated from observed gravity values.
 CT0050
 CT0050;                    North         East    Units  Estimated Accuracy
 CT0050;SPC TXNC     - 2,094,850.      607,410.      MT  (+/- 180 meters Scaled)
 CT0050
 CT0050                          SUPERSEDED SURVEY CONTROL
 CT0050
 CT0050  NGVD 29 (??/??/92)  299.348  (m)          982.11   (f) ADJ UNCH    2 0
 CT0050
 CT0050.Superseded values are not recommended for survey control.
 CT0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0050.See file dsdata.txt to determine how the superseded data were derived.
 CT0050
 CT0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA543984(NAD 83)
 CT0050_MARKER: DB = BENCH MARK DISK
 CT0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0050_STAMPING: U 283 1934 982.111
 CT0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0050+STABILITY: SURFACE MOTION
 CT0050
 CT0050  HISTORY     - Date     Condition        Report By
 CT0050  HISTORY     - 1934     MONUMENTED       CGS
 CT0050  HISTORY     - 1954     GOOD             NGS
 CT0050  HISTORY     - 1956     MARK NOT FOUND   NGS
 CT0050  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0050  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0050  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0050
 CT0050                          STATION DESCRIPTION
 CT0050
 CT0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0050'1.2 MI SE FROM MINGUS.
 CT0050'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 108 FROM MINGUS, PALO
 CT0050'PINTO COUNTY, 1.1 MILES NORTH FROM THURBER, ERATH COUNTY, ABOUT 79
 CT0050'FEET SOUTHEAST OF A CULVERT, 49 FEET EAST OF THE CENTERLINE OF THE
 CT0050'HIGHWAY, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.  A STANDARD
 CT0050'DISK STAMPED AS ABOVE AND SET IN THE TOP OF A CONCRETE POST WHICH
 CT0050'PROJECTS ABOUT 6 INCHES.  NOTE-- RD WORK IN AREA.
 CT0050
 CT0050                          STATION RECOVERY (1956)
 CT0050
 CT0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CT0050'MARK NOT FOUND.
 CT0050
 CT0050                          STATION RECOVERY (1999)
 CT0050
 CT0050'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0050'MARK NOT FOUND.
 CT0050
 CT0050                          STATION RECOVERY (2002)
 CT0050
 CT0050'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CT0050'MARK NOT FOUND.
 CT0050
 CT0050                          STATION RECOVERY (2004)
 CT0050
 CT0050'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0015 ***********************************************************************
 CA0015  DESIGNATION -  U 284
 CA0015  PID         -  CA0015
 CA0015  STATE/COUNTY-  TX/HAMILTON
 CA0015  USGS QUAD   -  POTTSVILLE (1956)
 CA0015
 CA0015                         *CURRENT SURVEY CONTROL
 CA0015  ___________________________________________________________________
 CA0015* NAD 83(1986)-  31 44 40.     (N)    098 17 44.     (W)     SCALED    
 CA0015* NAVD 88     -       418.823  (meters)    1374.09   (feet)  ADJUSTED  
 CA0015  ___________________________________________________________________
 CA0015  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CA0015  DYNAMIC HT  -         418.284 (meters)    1372.32  (feet)  COMP
 CA0015  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 CA0015
 CA0015  VERT ORDER  -  SECOND    CLASS 0
 CA0015
 CA0015.The horizontal coordinates were scaled from a topographic map and have
 CA0015.an estimated accuracy of +/- 6 seconds.
 CA0015
 CA0015.The orthometric height was determined by differential leveling
 CA0015.and adjusted by the National Geodetic Survey in June 1991..
 CA0015
 CA0015.The geoid height was determined by GEOID03.
 CA0015
 CA0015.The dynamic height is computed by dividing the NAVD 88
 CA0015.geopotential number by the normal gravity value computed on the
 CA0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0015.degrees latitude (g = 980.6199 gals.).
 CA0015
 CA0015.The modeled gravity was interpolated from observed gravity values.
 CA0015
 CA0015;                    North         East    Units  Estimated Accuracy
 CA0015;SPC TX C     - 3,232,110.      893,070.      MT  (+/- 180 meters Scaled)
 CA0015
 CA0015                          SUPERSEDED SURVEY CONTROL
 CA0015
 CA0015  NGVD 29 (??/??/92)  418.744  (m)         1373.83   (f) ADJ UNCH    2 0
 CA0015
 CA0015.Superseded values are not recommended for survey control.
 CA0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0015.See file dsdata.txt to determine how the superseded data were derived.
 CA0015
 CA0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA667123(NAD 83)
 CA0015_MARKER: DB = BENCH MARK DISK
 CA0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0015_STAMPING: U 284 1934
 CA0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0015+STABILITY: SURFACE MOTION
 CA0015
 CA0015  HISTORY     - Date     Condition        Report By
 CA0015  HISTORY     - 1934     MONUMENTED       CGS
 CA0015  HISTORY     - 1956     GOOD             USGS
 CA0015
 CA0015                          STATION DESCRIPTION
 CA0015
 CA0015'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CA0015'11.4 MI W FROM HAMILTON.
 CA0015'HAMILTON COURT HOUSE, 0.5 MI. W. OF ALONG ST. HWY. 36, THENCE 4.7 MI.
 CA0015'W. ALONG FARM ROAD NO. 218, THENCE 6.5 MI. NW ALONG A GRAVELED ROAD
 CA0015'(OLD ST. HWY. 36) TO A DRIVEWAY SW.  120 FT. NE OF DRIVEWAY SW. ABOUT
 CA0015'72 YARDS SW OF A FARMHOUSE, ABOUT 74 FT. N. OF THE ROAD, AND 7 FT. N.
 CA0015'OF A FENCE.  A STANDARD DISK, STAMPED U 284 1934 SET IN THE TOP OF A
 CA0015'CONCRETE POST, PROJ. 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0141 ***********************************************************************
 CA0141  DESIGNATION -  U 285
 CA0141  PID         -  CA0141
 CA0141  STATE/COUNTY-  TX/LAMPASAS
 CA0141  USGS QUAD   -  FLAT TOP PEAK (1979)
 CA0141
 CA0141                         *CURRENT SURVEY CONTROL
 CA0141  ___________________________________________________________________
 CA0141* NAD 83(1986)-  31 09 23.     (N)    098 10 44.     (W)     SCALED    
 CA0141* NAVD 88     -       349.500  (meters)    1146.65   (feet)  ADJUSTED  
 CA0141  ___________________________________________________________________
 CA0141  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CA0141  DYNAMIC HT  -         349.034 (meters)    1145.12  (feet)  COMP
 CA0141  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 CA0141
 CA0141  VERT ORDER  -  SECOND    CLASS 0
 CA0141
 CA0141.The horizontal coordinates were scaled from a topographic map and have
 CA0141.an estimated accuracy of +/- 6 seconds.
 CA0141
 CA0141.The orthometric height was determined by differential leveling
 CA0141.and adjusted by the National Geodetic Survey in June 1991..
 CA0141
 CA0141.The geoid height was determined by GEOID03.
 CA0141
 CA0141.The dynamic height is computed by dividing the NAVD 88
 CA0141.geopotential number by the normal gravity value computed on the
 CA0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0141.degrees latitude (g = 980.6199 gals.).
 CA0141
 CA0141.The modeled gravity was interpolated from observed gravity values.
 CA0141
 CA0141;                    North         East    Units  Estimated Accuracy
 CA0141;SPC TX C     - 3,167,130.      905,390.      MT  (+/- 180 meters Scaled)
 CA0141
 CA0141                          SUPERSEDED SURVEY CONTROL
 CA0141
 CA0141  NGVD 29 (??/??/92)  349.403  (m)         1146.33   (f) ADJ UNCH    2 0
 CA0141
 CA0141.Superseded values are not recommended for survey control.
 CA0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0141.See file dsdata.txt to determine how the superseded data were derived.
 CA0141
 CA0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV782472(NAD 83)
 CA0141_MARKER: DB = BENCH MARK DISK
 CA0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0141_STAMPING: U 285 1934
 CA0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0141+STABILITY: SURFACE MOTION
 CA0141
 CA0141  HISTORY     - Date     Condition        Report By
 CA0141  HISTORY     - 1934     MONUMENTED       CGS
 CA0141  HISTORY     - 1962     GOOD             NGS
 CA0141  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0141
 CA0141                          STATION DESCRIPTION
 CA0141
 CA0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CA0141'6.6 MI N FROM LAMPASAS.
 CA0141'ORIGINAL DESCRIPTION- ABOUT 6.8 MILES NORTH ALONG U. S. HIGHWAY 281
 CA0141'FROM LAMPASAS, LAMPASAS COUNTY, ABOUT 91 FEET NORTHEAST OF A CONCRETE
 CA0141'CULVERT, ABOUT 53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 8
 CA0141'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 285
 CA0141'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE CORNERS OF THE
 CA0141'CONCRETE POST HAVE BEEN CHIPPED OFF.  THE MARK IS ON THE HIGHWAY
 CA0141'RIGHT-OF-WAY FLUSH WITH THE SURFACE OF THE GROUND.  THE BENCH MARK MAY
 CA0141'BE REACHED FROM THE POST OFFICE IN ADAMSVILLE, BY GOING SOUTH ALONG
 CA0141'U.S. HIGHWAY 281 FOR 10.0 MILES TO BENCH MARK ON THE LEFT.
 CA0141
 CA0141                          STATION RECOVERY (2002)
 CA0141
 CA0141'RECOVERY NOTE BY US POWER SQUADRON 2002 (HY)
 CA0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0142 ***********************************************************************
 CA0142  DESIGNATION -  U 285 RESET 1968
 CA0142  PID         -  CA0142
 CA0142  STATE/COUNTY-  TX/LAMPASAS
 CA0142  USGS QUAD   -  FLAT TOP PEAK (1979)
 CA0142
 CA0142                         *CURRENT SURVEY CONTROL
 CA0142  ___________________________________________________________________
 CA0142* NAD 83(1986)-  31 09 23.     (N)    098 10 44.     (W)     SCALED    
 CA0142* NAVD 88     -       351.14   (meters)    1152.0    (feet)  RESET     
 CA0142  ___________________________________________________________________
 CA0142  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CA0142
 CA0142  VERT ORDER  -  THIRD
 CA0142
 CA0142.The horizontal coordinates were scaled from a topographic map and have
 CA0142.an estimated accuracy of +/- 6 seconds.
 CA0142
 CA0142.The orthometric height was computed from unverified reset data.
 CA0142
 CA0142.The geoid height was determined by GEOID03.
 CA0142
 CA0142;                    North         East    Units  Estimated Accuracy
 CA0142;SPC TX C     - 3,167,130.      905,390.      MT  (+/- 180 meters Scaled)
 CA0142
 CA0142                          SUPERSEDED SURVEY CONTROL
 CA0142
 CA0142.No superseded survey control is available for this station.
 CA0142
 CA0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV782472(NAD 83)
 CA0142_MARKER: DB = BENCH MARK DISK
 CA0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0142_SP_SET: CONCRETE MASS
 CA0142_STAMPING: U 285 RESET 1968
 CA0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0142
 CA0142  HISTORY     - Date     Condition        Report By
 CA0142  HISTORY     - 1968     MONUMENTED       TXHD
 CA0142  HISTORY     - 1969     GOOD             NGS
 CA0142  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0142
 CA0142                          STATION DESCRIPTION
 CA0142
 CA0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CA0142'6.8 MI N FROM LAMPASAS.
 CA0142'MARK WAS FOUND STAMPED WRONG AND CORRECTED TO READ AS LISTED ABOVE.
 CA0142'THE DESCRIPTION SHOULD READ-- 5.15 MILES NORTH ALONG U.S. HIGHWAY 281
 CA0142'FROM ITS JUNCTION WITH U.S. HIGHWAY 283 AND 190 AT THE NORTH EDGE OF
 CA0142'LAMPASAS., 160 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 50 FEET
 CA0142'EAST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, AT HIGHWAY
 CA0142'STATION NO. 476+90.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CA0142'WHICH PROJECTS 2 INCHES.
 CA0142
 CA0142                          STATION RECOVERY (2002)
 CA0142
 CA0142'RECOVERY NOTE BY US POWER SQUADRON 2002 (HY)
 CA0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0886 ***********************************************************************
 CR0886  DESIGNATION -  U 287
 CR0886  PID         -  CR0886
 CR0886  STATE/COUNTY-  TX/VAN ZANDT
 CR0886  USGS QUAD   -  FRUITVALE (1962)
 CR0886
 CR0886                         *CURRENT SURVEY CONTROL
 CR0886  ___________________________________________________________________
 CR0886* NAD 83(1986)-  32 40 42.     (N)    095 46 32.     (W)     SCALED    
 CR0886* NAVD 88     -       141.913  (meters)     465.59   (feet)  ADJUSTED  
 CR0886  ___________________________________________________________________
 CR0886  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CR0886  DYNAMIC HT  -         141.752 (meters)     465.06  (feet)  COMP
 CR0886  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CR0886
 CR0886  VERT ORDER  -  SECOND    CLASS 0
 CR0886
 CR0886.The horizontal coordinates were scaled from a topographic map and have
 CR0886.an estimated accuracy of +/- 6 seconds.
 CR0886
 CR0886.The orthometric height was determined by differential leveling
 CR0886.and adjusted by the National Geodetic Survey in June 1991..
 CR0886.WARNING-Repeat measurements at this control monument indicate possible
 CR0886.vertical movement.
 CR0886
 CR0886.The geoid height was determined by GEOID03.
 CR0886
 CR0886.The dynamic height is computed by dividing the NAVD 88
 CR0886.geopotential number by the normal gravity value computed on the
 CR0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0886.degrees latitude (g = 980.6199 gals.).
 CR0886
 CR0886.The modeled gravity was interpolated from observed gravity values.
 CR0886
 CR0886;                    North         East    Units  Estimated Accuracy
 CR0886;SPC TXNC     - 2,115,500.      855,470.      MT  (+/- 180 meters Scaled)
 CR0886
 CR0886                          SUPERSEDED SURVEY CONTROL
 CR0886
 CR0886  NGVD 29 (??/??/92)  141.930  (m)          465.65   (f) ADJ UNCH    2 0
 CR0886
 CR0886.Superseded values are not recommended for survey control.
 CR0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0886.See file dsdata.txt to determine how the superseded data were derived.
 CR0886
 CR0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS397190(NAD 83)
 CR0886_MARKER: DB = BENCH MARK DISK
 CR0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0886_STAMPING: U 287 1934
 CR0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0886+STABILITY: SURFACE MOTION
 CR0886
 CR0886  HISTORY     - Date     Condition        Report By
 CR0886  HISTORY     - 1934     MONUMENTED       CGS
 CR0886  HISTORY     - 1948     GOOD             NGS
 CR0886  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0886
 CR0886                          STATION DESCRIPTION
 CR0886
 CR0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0886'3.9 MI W FROM GRAND SALINE.
 CR0886'3.9 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CR0886'GRAND SALINE, AT A ROAD CROSSING, 2 1/2 POLES WEST OF MILEPOST 153,
 CR0886'40.2 FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 80, 35.7 FEET
 CR0886'NORTH OF THE NORTH RAIL OF THE TRACK, 32.0 FEET WEST OF THE CENTER
 CR0886'LINE OF A ROAD, 1.2 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 CR0886'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0886
 CR0886                          STATION RECOVERY (1995)
 CR0886
 CR0886'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0147 ***********************************************************************
 DO0147  DESIGNATION -  U 290
 DO0147  PID         -  DO0147
 DO0147  STATE/COUNTY-  TX/JACK
 DO0147  USGS QUAD   -  LYNN CREEK (1981)
 DO0147
 DO0147                         *CURRENT SURVEY CONTROL
 DO0147  ___________________________________________________________________
 DO0147* NAD 83(1986)-  33 16 35.     (N)    098 17 31.     (W)     SCALED    
 DO0147* NAVD 88     -       332.317  (meters)    1090.28   (feet)  ADJUSTED  
 DO0147  ___________________________________________________________________
 DO0147  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0147  DYNAMIC HT  -         331.937 (meters)    1089.03  (feet)  COMP
 DO0147  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 DO0147
 DO0147  VERT ORDER  -  SECOND    CLASS 0
 DO0147
 DO0147.The horizontal coordinates were scaled from a topographic map and have
 DO0147.an estimated accuracy of +/- 6 seconds.
 DO0147
 DO0147.The orthometric height was determined by differential leveling
 DO0147.and adjusted by the National Geodetic Survey in June 1991..
 DO0147
 DO0147.The geoid height was determined by GEOID03.
 DO0147
 DO0147.The dynamic height is computed by dividing the NAVD 88
 DO0147.geopotential number by the normal gravity value computed on the
 DO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0147.degrees latitude (g = 980.6199 gals.).
 DO0147
 DO0147.The modeled gravity was interpolated from observed gravity values.
 DO0147
 DO0147;                    North         East    Units  Estimated Accuracy
 DO0147;SPC TXNC     - 2,178,520.      619,380.      MT  (+/- 180 meters Scaled)
 DO0147
 DO0147                          SUPERSEDED SURVEY CONTROL
 DO0147
 DO0147  NGVD 29 (??/??/92)  332.240  (m)         1090.02   (f) ADJ UNCH    2 0
 DO0147
 DO0147.Superseded values are not recommended for survey control.
 DO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0147.See file dsdata.txt to determine how the superseded data were derived.
 DO0147
 DO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB659821(NAD 83)
 DO0147_MARKER: DB = BENCH MARK DISK
 DO0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0147_STAMPING: U 290 1934 1090.070
 DO0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0147+STABILITY: SURFACE MOTION
 DO0147
 DO0147  HISTORY     - Date     Condition        Report By
 DO0147  HISTORY     - 1934     MONUMENTED       CGS
 DO0147  HISTORY     - 1961     GOOD             NGS
 DO0147  HISTORY     - 20010325 GOOD             USPSQD
 DO0147  HISTORY     - 20050416 GOOD             USPSQD
 DO0147
 DO0147                          STATION DESCRIPTION
 DO0147
 DO0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0147'9.3 MI NW FROM JACKSBORO.
 DO0147'ABOUT 7.55 MILES NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0147'199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 1.75 MILES NORTHWEST
 DO0147'ALONG U. S. HIGHWAY 281, ABOUT MIDWAY AND ON THE INSIDE OF A CURVE,
 DO0147'180 FEET NORTHWEST OF THE NORTHEAST END OF A CONCRETE CULVERT, 51 FEET
 DO0147'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF A
 DO0147'FENCE, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DO0147'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DO0147'INCHES.
 DO0147
 DO0147                          STATION RECOVERY (2001)
 DO0147
 DO0147'RECOVERY NOTE BY US POWER SQUADRON 2001 (RBP)
 DO0147'RECOVERED IN GOOD CONDITION.
 DO0147
 DO0147                          STATION RECOVERY (2005)
 DO0147
 DO0147'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0908 ***********************************************************************
 BZ0908  DESIGNATION -  U 291
 BZ0908  PID         -  BZ0908
 BZ0908  STATE/COUNTY-  TX/MCLENNAN
 BZ0908  USGS QUAD   -  MC GREGOR (1993)
 BZ0908
 BZ0908                         *CURRENT SURVEY CONTROL
 BZ0908  ___________________________________________________________________
 BZ0908* NAD 83(1986)-  31 28 25.     (N)    097 25 04.     (W)     SCALED    
 BZ0908* NAVD 88     -       211.033  (meters)     692.36   (feet)  ADJUSTED  
 BZ0908  ___________________________________________________________________
 BZ0908  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BZ0908  DYNAMIC HT  -         210.759 (meters)     691.47  (feet)  COMP
 BZ0908  MODELED GRAV-     979,334.6   (mgal)                       NAVD 88
 BZ0908
 BZ0908  VERT ORDER  -  SECOND    CLASS 0
 BZ0908
 BZ0908.The horizontal coordinates were scaled from a topographic map and have
 BZ0908.an estimated accuracy of +/- 6 seconds.
 BZ0908
 BZ0908.The orthometric height was determined by differential leveling
 BZ0908.and adjusted by the National Geodetic Survey in June 1991..
 BZ0908
 BZ0908.The geoid height was determined by GEOID03.
 BZ0908
 BZ0908.The dynamic height is computed by dividing the NAVD 88
 BZ0908.geopotential number by the normal gravity value computed on the
 BZ0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0908.degrees latitude (g = 980.6199 gals.).
 BZ0908
 BZ0908.The modeled gravity was interpolated from observed gravity values.
 BZ0908
 BZ0908;                    North         East    Units  Estimated Accuracy
 BZ0908;SPC TX C     - 3,203,940.      977,010.      MT  (+/- 180 meters Scaled)
 BZ0908
 BZ0908                          SUPERSEDED SURVEY CONTROL
 BZ0908
 BZ0908  NGVD 29 (??/??/92)  210.990  (m)          692.22   (f) ADJ UNCH    2 0
 BZ0908
 BZ0908.Superseded values are not recommended for survey control.
 BZ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0908.See file dsdata.txt to determine how the superseded data were derived.
 BZ0908
 BZ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV503831(NAD 83)
 BZ0908_MARKER: DB = BENCH MARK DISK
 BZ0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0908_SP_SET: BRIDGE
 BZ0908_STAMPING: U 291 1934
 BZ0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0908+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BZ0908
 BZ0908  HISTORY     - Date     Condition        Report By
 BZ0908  HISTORY     - 1934     MONUMENTED       CGS
 BZ0908  HISTORY     - 1966     GOOD             NGS
 BZ0908  HISTORY     - 19910527 GOOD             USPSQD
 BZ0908  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0908  HISTORY     - 20010317 GOOD             USPSQD
 BZ0908  HISTORY     - 20031011 GOOD             USPSQD
 BZ0908  HISTORY     - 20050728 GOOD             USPSQD
 BZ0908
 BZ0908                          STATION DESCRIPTION
 BZ0908
 BZ0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0908'2.3 MI N FROM MCGREGOR.
 BZ0908'ABOUT 2.3 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ0908'FROM THE STATION AT MCGREGOR, MCLENNAN COIUNTY, AT BRIDGE 245 A, IN
 BZ0908'THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT, 12 FEET EAST OF THE CENTER
 BZ0908'LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 BZ0908'DISK, STAMPED U 291 1934.  NOTE-- TO REACH THE BENCH MARK FROM THE
 BZ0908'JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 317 IN MCGREGOR, GO
 BZ0908'NORTH ON STATE HIGHWAY 317 FOR 2.05 MILES TO SITE OF BENCH MARK.
 BZ0908
 BZ0908                          STATION RECOVERY (1991)
 BZ0908
 BZ0908'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0908'RECOVERED IN GOOD CONDITION.
 BZ0908
 BZ0908                          STATION RECOVERY (1995)
 BZ0908
 BZ0908'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0908'MARK NOT FOUND.
 BZ0908
 BZ0908                          STATION RECOVERY (2001)
 BZ0908
 BZ0908'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0908'RECOVERED IN GOOD CONDITION.
 BZ0908
 BZ0908                          STATION RECOVERY (2003)
 BZ0908
 BZ0908'RECOVERY NOTE BY US POWER SQUADRON 2003
 BZ0908'RECOVERED IN GOOD CONDITION.
 BZ0908
 BZ0908                          STATION RECOVERY (2005)
 BZ0908
 BZ0908'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2245 ***********************************************************************
 CS2245  DESIGNATION -  U 292
 CS2245  PID         -  CS2245
 CS2245  STATE/COUNTY-  TX/BOSQUE
 CS2245  USGS QUAD   -  MORGAN (1977)
 CS2245
 CS2245                         *CURRENT SURVEY CONTROL
 CS2245  ___________________________________________________________________
 CS2245* NAD 83(1986)-  32 01 27.     (N)    097 34 09.     (W)     SCALED    
 CS2245* NAVD 88     -       223.653  (meters)     733.77   (feet)  ADJUSTED  
 CS2245  ___________________________________________________________________
 CS2245  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS2245  DYNAMIC HT  -         223.375 (meters)     732.86  (feet)  COMP
 CS2245  MODELED GRAV-     979,395.8   (mgal)                       NAVD 88
 CS2245
 CS2245  VERT ORDER  -  SECOND    CLASS 0
 CS2245
 CS2245.The horizontal coordinates were scaled from a topographic map and have
 CS2245.an estimated accuracy of +/- 6 seconds.
 CS2245
 CS2245.The orthometric height was determined by differential leveling
 CS2245.and adjusted by the National Geodetic Survey in June 1991..
 CS2245
 CS2245.The geoid height was determined by GEOID03.
 CS2245
 CS2245.The dynamic height is computed by dividing the NAVD 88
 CS2245.geopotential number by the normal gravity value computed on the
 CS2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2245.degrees latitude (g = 980.6199 gals.).
 CS2245
 CS2245.The modeled gravity was interpolated from observed gravity values.
 CS2245
 CS2245;                    North         East    Units  Estimated Accuracy
 CS2245;SPC TX C     - 3,264,600.      961,110.      MT  (+/- 180 meters Scaled)
 CS2245
 CS2245                          SUPERSEDED SURVEY CONTROL
 CS2245
 CS2245  NGVD 29 (??/??/92)  223.617  (m)          733.65   (f) ADJ UNCH    2 0
 CS2245
 CS2245.Superseded values are not recommended for survey control.
 CS2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2245.See file dsdata.txt to determine how the superseded data were derived.
 CS2245
 CS2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA351440(NAD 83)
 CS2245_MARKER: DB = BENCH MARK DISK
 CS2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2245_STAMPING: U 292 1934
 CS2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2245+STABILITY: SURFACE MOTION
 CS2245
 CS2245  HISTORY     - Date     Condition        Report By
 CS2245  HISTORY     - 1934     MONUMENTED       CGS
 CS2245  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2245  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2245
 CS2245                          STATION DESCRIPTION
 CS2245
 CS2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2245'2.2 MI NE FROM MORGAN.
 CS2245'ABOUT 2.2 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 CS2245'RAILWAY FROM THE STATION AT MORGAN, BOSQUE COUNTY, ABOUT 150 YARDS
 CS2245'SOUTH OF MILEPOST 290, AT THE EDGE OF A LONG DEEP CUT, 35 FEET EAST OF
 CS2245'THE CENTER LINE OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 CS2245'FENCE.  A STANDARD DISK, STAMPED U 292 1934 AND SET IN THE TOP OF A
 CS2245'CONCRETE POST.  NOTE-- THE MARK MAY HAVE BEEN DESTROYED WHEN THE LONG
 CS2245'DEEP CUT WAS WIDENED AND THE RAILROAD REBUILT.
 CS2245
 CS2245                          STATION RECOVERY (2001)
 CS2245
 CS2245'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2114 ***********************************************************************
 CS2114  DESIGNATION -  U 293
 CS2114  PID         -  CS2114
 CS2114  STATE/COUNTY-  TX/JOHNSON
 CS2114  USGS QUAD   -  ALVARADO (1978)
 CS2114
 CS2114                         *CURRENT SURVEY CONTROL
 CS2114  ___________________________________________________________________
 CS2114* NAD 83(1986)-  32 25 41.     (N)    097 07 38.     (W)     SCALED    
 CS2114* NAVD 88     -       211.146  (meters)     692.73   (feet)  ADJUSTED  
 CS2114  ___________________________________________________________________
 CS2114  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CS2114  DYNAMIC HT  -         210.894 (meters)     691.91  (feet)  COMP
 CS2114  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 CS2114
 CS2114  VERT ORDER  -  SECOND    CLASS 0
 CS2114
 CS2114.The horizontal coordinates were scaled from a topographic map and have
 CS2114.an estimated accuracy of +/- 6 seconds.
 CS2114
 CS2114.The orthometric height was determined by differential leveling
 CS2114.and adjusted by the National Geodetic Survey in June 1991..
 CS2114.WARNING-Repeat measurements at this control monument indicate possible
 CS2114.vertical movement.
 CS2114
 CS2114.The geoid height was determined by GEOID03.
 CS2114
 CS2114.The dynamic height is computed by dividing the NAVD 88
 CS2114.geopotential number by the normal gravity value computed on the
 CS2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2114.degrees latitude (g = 980.6199 gals.).
 CS2114
 CS2114.The modeled gravity was interpolated from observed gravity values.
 CS2114
 CS2114;                    North         East    Units  Estimated Accuracy
 CS2114;SPC TXNC     - 2,085,280.      729,100.      MT  (+/- 180 meters Scaled)
 CS2114
 CS2114                          SUPERSEDED SURVEY CONTROL
 CS2114
 CS2114  NGVD 29 (??/??/92)  211.124  (m)          692.66   (f) ADJ UNCH    2 0
 CS2114
 CS2114.Superseded values are not recommended for survey control.
 CS2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2114.See file dsdata.txt to determine how the superseded data were derived.
 CS2114
 CS2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA760894(NAD 83)
 CS2114_MARKER: DB = BENCH MARK DISK
 CS2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2114_STAMPING: U 293 1934
 CS2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2114+STABILITY: SURFACE MOTION
 CS2114
 CS2114  HISTORY     - Date     Condition        Report By
 CS2114  HISTORY     - 1934     MONUMENTED       CGS
 CS2114  HISTORY     - 1965     POOR             NGS
 CS2114  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2114  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2114  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS2114
 CS2114                          STATION DESCRIPTION
 CS2114
 CS2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2114'1.5 MI W FROM VENUS.
 CS2114'1.5 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS2114'STATION AT VENUS, JOHNSON COUNTY, 0.1 MILE EAST OF MILEPOST 18, AT A
 CS2114'ROAD CROSSING, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK, 25 FEET
 CS2114'EAST OF THE CENTER LINE OF THE ROAD, NEAR A WHITE WOODEN WITNESS POST,
 CS2114'AND A FENCE CORNER.  A STANDARD DISK, STAMPED 692.269 U 293 1934 AND
 CS2114'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CS2114'NOTE-- IT SHOULD BE USED WITH CAUTION.  THE BENCH MARK CAN BE REACHED
 CS2114'BY GOING 1.6 MILES WEST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CS2114'FM HIGHWAY 157 IN VENUS, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, TO
 CS2114'SITE OF BENCH MARK, 46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 CS2114'TRACKS, 75 FEET NORTHEAST OF RAILROAD CROSSING SIGN POST, 50 FEET WEST
 CS2114'OF THE SIXTH POLE EAST OF MILE POST 18, AND 28 FEET EAST OF THE CENTER
 CS2114'LINE OF A DIRT ROAD.
 CS2114
 CS2114                          STATION RECOVERY (1991)
 CS2114
 CS2114'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS2114'MARK NOT FOUND.
 CS2114
 CS2114                          STATION RECOVERY (1994)
 CS2114
 CS2114'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2114'MARK NOT FOUND.
 CS2114
 CS2114                          STATION RECOVERY (1999)
 CS2114
 CS2114'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0171 ***********************************************************************
 DN0171  DESIGNATION -  U 294
 DN0171  PID         -  DN0171
 DN0171  STATE/COUNTY-  TX/HUNT
 DN0171  USGS QUAD   -  CELESTE (1964)
 DN0171
 DN0171                         *CURRENT SURVEY CONTROL
 DN0171  ___________________________________________________________________
 DN0171* NAD 83(1986)-  33 19 30.     (N)    096 09 02.     (W)     SCALED    
 DN0171* NAVD 88     -       182.725  (meters)     599.49   (feet)  ADJUSTED  
 DN0171  ___________________________________________________________________
 DN0171  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DN0171  DYNAMIC HT  -         182.528 (meters)     598.84  (feet)  COMP
 DN0171  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 DN0171
 DN0171  VERT ORDER  -  SECOND    CLASS 0
 DN0171
 DN0171.The horizontal coordinates were scaled from a topographic map and have
 DN0171.an estimated accuracy of +/- 6 seconds.
 DN0171
 DN0171.The orthometric height was determined by differential leveling
 DN0171.and adjusted by the National Geodetic Survey in June 1991..
 DN0171
 DN0171.The geoid height was determined by GEOID03.
 DN0171
 DN0171.The dynamic height is computed by dividing the NAVD 88
 DN0171.geopotential number by the normal gravity value computed on the
 DN0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0171.degrees latitude (g = 980.6199 gals.).
 DN0171
 DN0171.The modeled gravity was interpolated from observed gravity values.
 DN0171
 DN0171;                    North         East    Units  Estimated Accuracy
 DN0171;SPC TXNC     - 2,186,340.      818,710.      MT  (+/- 180 meters Scaled)
 DN0171
 DN0171                          SUPERSEDED SURVEY CONTROL
 DN0171
 DN0171  NGVD 29 (??/??/92)  182.71   (m)          599.4    (f) COMPUTED    2 0
 DN0171
 DN0171.Superseded values are not recommended for survey control.
 DN0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0171.See file dsdata.txt to determine how the superseded data were derived.
 DN0171
 DN0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB652909(NAD 83)
 DN0171_MARKER: DB = BENCH MARK DISK
 DN0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0171_STAMPING: U 294 1934
 DN0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0171+STABILITY: SURFACE MOTION
 DN0171
 DN0171  HISTORY     - Date     Condition        Report By
 DN0171  HISTORY     - 1934     MONUMENTED       CGS
 DN0171  HISTORY     - 1964     MARK NOT FOUND   USGS
 DN0171  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0171
 DN0171                          STATION DESCRIPTION
 DN0171
 DN0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0171'3.1 MI N FROM CELESTE.
 DN0171'3.1 MI N OF AND ALONG THE S F R R 90 FEET E OF THE TRACK.  120 FEET S
 DN0171'OF S END OF BRIDGE 107B.  19 FEET E OF A DEEP DITCH.
 DN0171
 DN0171                          STATION RECOVERY (1964)
 DN0171
 DN0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DN0171'MARK NOT FOUND.
 DN0171
 DN0171                          STATION RECOVERY (1994)
 DN0171
 DN0171'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0148 ***********************************************************************
 CR0148  DESIGNATION -  U 296
 CR0148  PID         -  CR0148
 CR0148  STATE/COUNTY-  TX/RUSK
 CR0148  USGS QUAD   -  BERRYHILL CREEK (1973)
 CR0148
 CR0148                         *CURRENT SURVEY CONTROL
 CR0148  ___________________________________________________________________
 CR0148* NAD 83(1986)-  32 05 54.     (N)    094 45 56.     (W)     SCALED    
 CR0148* NAVD 88     -       135.960  (meters)     446.06   (feet)  ADJUSTED  
 CR0148  ___________________________________________________________________
 CR0148  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CR0148  DYNAMIC HT  -         135.798 (meters)     445.53  (feet)  COMP
 CR0148  MODELED GRAV-     979,446.8   (mgal)                       NAVD 88
 CR0148
 CR0148  VERT ORDER  -  SECOND    CLASS 0
 CR0148
 CR0148.The horizontal coordinates were scaled from a topographic map and have
 CR0148.an estimated accuracy of +/- 6 seconds.
 CR0148
 CR0148.The orthometric height was determined by differential leveling
 CR0148.and adjusted by the National Geodetic Survey in June 1991..
 CR0148
 CR0148.The geoid height was determined by GEOID03.
 CR0148
 CR0148.The dynamic height is computed by dividing the NAVD 88
 CR0148.geopotential number by the normal gravity value computed on the
 CR0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0148.degrees latitude (g = 980.6199 gals.).
 CR0148
 CR0148.The modeled gravity was interpolated from observed gravity values.
 CR0148
 CR0148;                    North         East    Units  Estimated Accuracy
 CR0148;SPC TXNC     - 2,054,130.      952,430.      MT  (+/- 180 meters Scaled)
 CR0148
 CR0148                          SUPERSEDED SURVEY CONTROL
 CR0148
 CR0148  NGVD 29 (??/??/92)  135.975  (m)          446.11   (f) ADJ UNCH    2 0
 CR0148
 CR0148.Superseded values are not recommended for survey control.
 CR0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0148.See file dsdata.txt to determine how the superseded data were derived.
 CR0148
 CR0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR334527(NAD 83)
 CR0148_MARKER: DB = BENCH MARK DISK
 CR0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0148_STAMPING: U 296 1934
 CR0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0148+STABILITY: SURFACE MOTION
 CR0148
 CR0148  HISTORY     - Date     Condition        Report By
 CR0148  HISTORY     - 1934     MONUMENTED       CGS
 CR0148  HISTORY     - 1943     GOOD             NGS
 CR0148  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0148
 CR0148                          STATION DESCRIPTION
 CR0148
 CR0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CR0148'4.6 MI SE FROM HENDERSON.
 CR0148'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 26 FROM THE COUNTY COURTHOUSE
 CR0148'AT HENDERSON, RUSK COUNTY, 0.1 MILE NORTHWEST OF A SMALL WHITE SERVICE
 CR0148'STATION ON THE SOUTHWEST SIDE OF THE HIGHWAY, 45 YARDS SOUTHEAST OF A
 CR0148'24-INCH OAK TREE, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CR0148'6 FEET NORTHEAST OF A WIRE-FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN
 CR0148'THE HIGHWAY.  A STANDARD DISK, STAMPED U 296 1934 AND SET IN THE TOP
 CR0148'OF A CONCRETE POST.
 CR0148
 CR0148                          STATION RECOVERY (1973)
 CR0148
 CR0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1325 ***********************************************************************
 BY1325  DESIGNATION -  U 297
 BY1325  PID         -  BY1325
 BY1325  STATE/COUNTY-  TX/CHEROKEE
 BY1325  USGS QUAD   -  ATOY (1973)
 BY1325
 BY1325                         *CURRENT SURVEY CONTROL
 BY1325  ___________________________________________________________________
 BY1325* NAD 83(1986)-  31 45 25.     (N)    095 07 13.     (W)     SCALED    
 BY1325* NAVD 88     -       166.36   (+/-2cm)     545.8    (feet)  VERTCON   
 BY1325  ___________________________________________________________________
 BY1325  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BY1325
 BY1325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1325
 BY1325.The horizontal coordinates were scaled from a topographic map and have
 BY1325.an estimated accuracy of +/- 6 seconds.
 BY1325
 BY1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1325.The vertical order pertains to the NGVD 29 superseded value.
 BY1325
 BY1325.The geoid height was determined by GEOID03.
 BY1325
 BY1325;                    North         East    Units  Estimated Accuracy
 BY1325;SPC TX C     - 3,243,300.    1,193,700.      MT  (+/- 180 meters Scaled)
 BY1325
 BY1325                          SUPERSEDED SURVEY CONTROL
 BY1325
 BY1325  NGVD 29 (??/??/92)  166.374  (m)          545.85   (f) ADJ UNCH    2 0
 BY1325
 BY1325.Superseded values are not recommended for survey control.
 BY1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1325.See file dsdata.txt to determine how the superseded data were derived.
 BY1325
 BY1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR991154(NAD 83)
 BY1325_MARKER: Z = SEE DESCRIPTION
 BY1325_SETTING: 66 = SET IN ROCK OUTCROP
 BY1325_SP_SET: CUT
 BY1325_STAMPING: U 297 1934
 BY1325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY1325+STABILITY: POSITION/ELEVATION WELL
 BY1325
 BY1325  HISTORY     - Date     Condition        Report By
 BY1325  HISTORY     - 1934     MONUMENTED       CGS
 BY1325  HISTORY     - 1938     GOOD             NGS
 BY1325  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1325
 BY1325                          STATION DESCRIPTION
 BY1325
 BY1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1325'4.0 MI S FROM RUSK.
 BY1325'4.0 MILES SOUTH OF RUSK FROM COURT HOUSE BY RAIL AND HWY. ON THE ST.
 BY1325'L. AND S.W.  ABOUT 200 YARDS SOUTH OF A WOODEN R.R. BRIDGE.  200 FT.
 BY1325'SOUTH OF POLE NUMBERED.  595/20.  32.0 FT. EAST OF THE CENTER OF
 BY1325'TRACK.  2.0 FT. EAST OF A WIRE R.O.W. FENCE.  AT THE SOUTH END OF A
 BY1325'CUT AT THE BEGINNING OF A FILL.  1.0 FT. BELOW THE TOP OF RAIL.
 BY1325
 BY1325                          STATION RECOVERY (1973)
 BY1325
 BY1325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1008 ***********************************************************************
 BY1008  DESIGNATION -  U 298
 BY1008  PID         -  BY1008
 BY1008  STATE/COUNTY-  TX/ANGELINA
 BY1008  USGS QUAD   -  LUFKIN (1980)
 BY1008
 BY1008                         *CURRENT SURVEY CONTROL
 BY1008  ___________________________________________________________________
 BY1008* NAD 83(1986)-  31 21 01.     (N)    094 37 42.     (W)     SCALED    
 BY1008* NAVD 88     -        97.71   (+/-2cm)     320.6    (feet)  VERTCON   
 BY1008  ___________________________________________________________________
 BY1008  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BY1008
 BY1008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1008
 BY1008.The horizontal coordinates were scaled from a topographic map and have
 BY1008.an estimated accuracy of +/- 6 seconds.
 BY1008
 BY1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1008.The vertical order pertains to the NGVD 29 superseded value.
 BY1008
 BY1008.The geoid height was determined by GEOID03.
 BY1008
 BY1008;                    North         East    Units  Estimated Accuracy
 BY1008;SPC TX C     - 3,200,550.    1,242,560.      MT  (+/- 180 meters Scaled)
 BY1008
 BY1008                          SUPERSEDED SURVEY CONTROL
 BY1008
 BY1008  NGVD 29 (??/??/92)   97.761  (m)          320.74   (f) ADJ UNCH    2 0
 BY1008
 BY1008.Superseded values are not recommended for survey control.
 BY1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1008.See file dsdata.txt to determine how the superseded data were derived.
 BY1008
 BY1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ451695(NAD 83)
 BY1008_MARKER: DB = BENCH MARK DISK
 BY1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1008_STAMPING: U 298 1934
 BY1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1008+STABILITY: SURFACE MOTION
 BY1008
 BY1008  HISTORY     - Date     Condition        Report By
 BY1008  HISTORY     - 1934     MONUMENTED       CGS
 BY1008  HISTORY     - 1949     GOOD             NGS
 BY1008
 BY1008                          STATION DESCRIPTION
 BY1008
 BY1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1008'6.0 MI E FROM PROSSER.
 BY1008'6.0 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1008'STATION AT PROSSER, ANGELINA COUNTY, 3.0 MILES EAST OF THE SOUTHLAND
 BY1008'PAPER MILLS WATER TANK AT HERTY, 321 FEET WEST OF MILEPOST 8, AT A
 BY1008'ROAD CROSSING, 34 FEET EAST OF THE CENTERLINE OF THE ROAD, 22 FEET
 BY1008'SOUTH OF THE SOUTH RAIL OF THE TRACK, 15.9 FEET NORTH OF A FENCE, 1.3
 BY1008'FEET WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 BY1008'CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 BY1008
 BY1008                          STATION RECOVERY (1949)
 BY1008
 BY1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0313 ***********************************************************************
 BY0313  DESIGNATION -  U 299
 BY0313  PID         -  BY0313
 BY0313  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0313  USGS QUAD   -  CHINQUAPIN (1984)
 BY0313
 BY0313                         *CURRENT SURVEY CONTROL
 BY0313  ___________________________________________________________________
 BY0313* NAD 83(1986)-  31 29 51.     (N)    094 01 40.     (W)     SCALED    
 BY0313* NAVD 88     -       125.63   (+/-2cm)     412.2    (feet)  VERTCON   
 BY0313  ___________________________________________________________________
 BY0313  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY0313
 BY0313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0313
 BY0313.The horizontal coordinates were scaled from a topographic map and have
 BY0313.an estimated accuracy of +/- 6 seconds.
 BY0313
 BY0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0313.The vertical order pertains to the NGVD 29 superseded value.
 BY0313
 BY0313.The geoid height was determined by GEOID03.
 BY0313
 BY0313;                    North         East    Units  Estimated Accuracy
 BY0313;SPC TX C     - 3,219,930.    1,298,690.      MT  (+/- 180 meters Scaled)
 BY0313
 BY0313                          SUPERSEDED SURVEY CONTROL
 BY0313
 BY0313  NGVD 29 (??/??/92)  125.659  (m)          412.27   (f) ADJ UNCH    2 0
 BY0313
 BY0313.Superseded values are not recommended for survey control.
 BY0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0313.See file dsdata.txt to determine how the superseded data were derived.
 BY0313
 BY0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ023851(NAD 83)
 BY0313_MARKER: DB = BENCH MARK DISK
 BY0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0313_STAMPING: U 299 1934
 BY0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0313+STABILITY: SURFACE MOTION
 BY0313
 BY0313  HISTORY     - Date     Condition        Report By
 BY0313  HISTORY     - 1934     MONUMENTED       CGS
 BY0313  HISTORY     - 1942     GOOD             NGS
 BY0313
 BY0313                          STATION DESCRIPTION
 BY0313
 BY0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0313'5.9 MI E FROM SAN AUGUSTINE.
 BY0313'5.9 MILES EAST ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE AT SAN
 BY0313'AUGUSTINE, SAN AUGUSTINE COUNTY, 0.25 MILE EAST OF A WHITE SCHOOLHOUSE
 BY0313'ON THE SOUTH SIDE OF THE HIGHWAY, 80 YARDS SOUTH OF A FARMHOUSE ON THE
 BY0313'NORTH SIDE OF THE HIGHWAY, 42 FEET NORTH OF THE CENTERLINE OF THE
 BY0313'HIGHWAY, AT A FENCE CORNER, AND NEAR A LARGE LIVE OAK TREE, AND SET IN
 BY0313'THE TOP OF A CONCRETE POST.
 BY0313
 BY0313                          STATION RECOVERY (1942)
 BY0313
 BY0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BY0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0313 ***********************************************************************
 AB0313  DESIGNATION -  U 3
 AB0313  PID         -  AB0313
 AB0313  STATE/COUNTY-  TX/CAMERON
 AB0313  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0313
 AB0313                         *CURRENT SURVEY CONTROL
 AB0313  ___________________________________________________________________
 AB0313* NAD 83(1986)-  26 06 40.     (N)    097 20 57.     (W)     SCALED    
 AB0313* NAVD 88     -         3.321  (meters)      10.90   (feet)  ADJUSTED  
 AB0313  ___________________________________________________________________
 AB0313  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AB0313  DYNAMIC HT  -           3.315 (meters)      10.88  (feet)  COMP
 AB0313  MODELED GRAV-     979,058.0   (mgal)                       NAVD 88
 AB0313
 AB0313  VERT ORDER  -  SECOND    CLASS 0
 AB0313
 AB0313.The horizontal coordinates were scaled from a topographic map and have
 AB0313.an estimated accuracy of +/- 6 seconds.
 AB0313
 AB0313.The orthometric height was determined by differential leveling
 AB0313.and adjusted by the National Geodetic Survey in June 1991..
 AB0313
 AB0313.The geoid height was determined by GEOID03.
 AB0313
 AB0313.The dynamic height is computed by dividing the NAVD 88
 AB0313.geopotential number by the normal gravity value computed on the
 AB0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0313.degrees latitude (g = 980.6199 gals.).
 AB0313
 AB0313.The modeled gravity was interpolated from observed gravity values.
 AB0313
 AB0313;                    North         East    Units  Estimated Accuracy
 AB0313;SPC TX S     - 5,049,770.      415,110.      MT  (+/- 180 meters Scaled)
 AB0313
 AB0313                          SUPERSEDED SURVEY CONTROL
 AB0313
 AB0313  NGVD 29 (??/??/92)    3.416  (m)           11.21   (f) ADJ UNCH    2 0
 AB0313
 AB0313.Superseded values are not recommended for survey control.
 AB0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0313.See file dsdata.txt to determine how the superseded data were derived.
 AB0313
 AB0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP650890(NAD 83)
 AB0313_MARKER: DD = SURVEY DISK
 AB0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0313_STAMPING: U 3 11.03
 AB0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0313+STABILITY: SURFACE MOTION
 AB0313
 AB0313  HISTORY     - Date     Condition        Report By
 AB0313  HISTORY     - UNK      MONUMENTED
 AB0313  HISTORY     - 1950     GOOD             NGS
 AB0313
 AB0313                          STATION DESCRIPTION
 AB0313
 AB0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0313'9.2 MI W FROM PORT ISABEL.
 AB0313'9.2 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0313'ISABEL, CAMERON COUNTY, 1.4 MILES NORTH ALONG BUENA VISTA ROAD. 0.4
 AB0313'MILE NORTH OF A DRAINAGE DITCH, 30 FEET EAST OF THE CENTERLINE OF THE
 AB0313'ROAD, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A CAMERON
 AB0313'COUNTY STANDARD DISK, STAMPED U 3 11.03 AND SET IN THE TOP OF A
 AB0313'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0288 ***********************************************************************
 AZ0288  DESIGNATION -  U 30
 AZ0288  PID         -  AZ0288
 AZ0288  STATE/COUNTY-  TX/VAL VERDE
 AZ0288  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0288
 AZ0288                         *CURRENT SURVEY CONTROL
 AZ0288  ___________________________________________________________________
 AZ0288* NAD 83(1986)-  29 26 05.     (N)    101 02 41.     (W)     SCALED    
 AZ0288* NAVD 88     -       284.820  (meters)     934.45   (feet)  POSTED    
 AZ0288  ___________________________________________________________________
 AZ0288  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0288  DYNAMIC HT  -         284.400 (meters)     933.07  (feet)  COMP
 AZ0288  MODELED GRAV-     979,173.4   (mgal)                       NAVD 88
 AZ0288
 AZ0288  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0288
 AZ0288.The horizontal coordinates were scaled from a topographic map and have
 AZ0288.an estimated accuracy of +/- 6 seconds.
 AZ0288
 AZ0288.The orthometric height was determined by differential leveling
 AZ0288.and adjusted by the National Geodetic Survey in 1992..
 AZ0288.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0288.rate of 0.0 thru 1.0 mm/km.
 AZ0288
 AZ0288.The geoid height was determined by GEOID03.
 AZ0288
 AZ0288.The dynamic height is computed by dividing the NAVD 88
 AZ0288.geopotential number by the normal gravity value computed on the
 AZ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0288.degrees latitude (g = 980.6199 gals.).
 AZ0288
 AZ0288.The modeled gravity was interpolated from observed gravity values.
 AZ0288
 AZ0288;                    North         East    Units  Estimated Accuracy
 AZ0288;SPC TXSC     - 4,179,210.      401,640.      MT  (+/- 180 meters Scaled)
 AZ0288
 AZ0288                          SUPERSEDED SURVEY CONTROL
 AZ0288
 AZ0288.No superseded survey control is available for this station.
 AZ0288
 AZ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT016578(NAD 83)
 AZ0288_MARKER: DB = BENCH MARK DISK
 AZ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0288_STAMPING: U 30 1917 934.16
 AZ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0288+STABILITY: SURFACE MOTION
 AZ0288
 AZ0288  HISTORY     - Date     Condition        Report By
 AZ0288  HISTORY     - 1917     MONUMENTED       CGS
 AZ0288  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0288
 AZ0288                          STATION DESCRIPTION
 AZ0288
 AZ0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0288'2.7 MI W FROM MCKEES.
 AZ0288'ABOUT 2.7 MILES WEST OF MCKEES, VAL VERDE COUNTY, ON THE SOUTHERN
 AZ0288'PACIFIC RAILROAD, AT MILEPOST 390, AND ABOUT 65 FEET SOUTH OF THE
 AZ0288'TRACK.  A STANDARD DISK, STAMPED U 30 1917 934.16, AND SET IN THE TOP
 AZ0288'OF A CONCRETE POST.  NOTE-- THIS MARK WAS SEARCHED FOR, BUT WAS NOT
 AZ0288'RECOVERED.  IT IS BELIEVED TO HAVE BEEN DESTROYED IN RAILROAD
 AZ0288'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2026 ***********************************************************************
 BY2026  DESIGNATION -  U 300
 BY2026  PID         -  BY2026
 BY2026  STATE/COUNTY-  TX/FREESTONE
 BY2026  USGS QUAD   -  OAKWOOD (1964)
 BY2026
 BY2026                         *CURRENT SURVEY CONTROL
 BY2026  ___________________________________________________________________
 BY2026* NAD 83(1986)-  31 36 02.     (N)    095 50 17.     (W)     SCALED    
 BY2026* NAVD 88     -        84.911  (meters)     278.58   (feet)  ADJUSTED  
 BY2026  ___________________________________________________________________
 BY2026  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2026  DYNAMIC HT  -          84.807 (meters)     278.24  (feet)  COMP
 BY2026  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 BY2026
 BY2026  VERT ORDER  -  FIRST     CLASS II
 BY2026
 BY2026.The horizontal coordinates were scaled from a topographic map and have
 BY2026.an estimated accuracy of +/- 6 seconds.
 BY2026
 BY2026.The orthometric height was determined by differential leveling
 BY2026.and adjusted by the National Geodetic Survey in June 1991..
 BY2026.WARNING-Repeat measurements at this control monument indicate possible
 BY2026.vertical movement.
 BY2026
 BY2026.The geoid height was determined by GEOID03.
 BY2026
 BY2026.The dynamic height is computed by dividing the NAVD 88
 BY2026.geopotential number by the normal gravity value computed on the
 BY2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2026.degrees latitude (g = 980.6199 gals.).
 BY2026
 BY2026.The modeled gravity was interpolated from observed gravity values.
 BY2026
 BY2026;                    North         East    Units  Estimated Accuracy
 BY2026;SPC TX C     - 3,223,000.    1,126,460.      MT  (+/- 180 meters Scaled)
 BY2026
 BY2026                          SUPERSEDED SURVEY CONTROL
 BY2026
 BY2026  NGVD 29 (??/??/92)   84.848  (m)          278.37   (f) ADJ UNCH    1 2
 BY2026
 BY2026.Superseded values are not recommended for survey control.
 BY2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2026.See file dsdata.txt to determine how the superseded data were derived.
 BY2026
 BY2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ307996(NAD 83)
 BY2026_MARKER: DB = BENCH MARK DISK
 BY2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2026_STAMPING: U 300 1934
 BY2026_PROJECTION: PROJECTING 30 CENTIMETERS
 BY2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2026+STABILITY: SURFACE MOTION
 BY2026
 BY2026  HISTORY     - Date     Condition        Report By
 BY2026  HISTORY     - 1934     MONUMENTED       CGS
 BY2026  HISTORY     - 1952     GOOD             NGS
 BY2026  HISTORY     - 1980     GOOD             NGS
 BY2026  HISTORY     - 1990     GOOD             USPSQD
 BY2026
 BY2026                          STATION DESCRIPTION
 BY2026
 BY2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2026'1.25 MI NE FROM OAKWOOD.
 BY2026'1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD STATE BANK
 BY2026'AT OAKWOOD, 54 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14
 BY2026'FEET SOUTHEAST OF A DIRT LANE LEADING WEST TO A FARMHOUSE, AT THE
 BY2026'SOUTH END OF A LARGE SAWMILL LOG YARD, 5.6 FEET WEST OF A TELEPHONE
 BY2026'POLE, 2 FEET NORTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST,
 BY2026'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 BY2026'GROUND.
 BY2026
 BY2026                          STATION RECOVERY (1980)
 BY2026
 BY2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2026'2.0 KM. (1.25 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD
 BY2026'STATE BANK IN OAKWOOD, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH,
 BY2026'AT THE NORTHWEST HIGHWAY RIGHT-OF-WAY, 16.5 M. (54.0 FT.) NORTHWEST OF
 BY2026'THE CENTERLINE OF THE HIGHWAY, 4.3 M. (14.0 FT.) SOUTH-SOUTHEAST OF
 BY2026'THE CENTERLINE OF THE ROAD, 13.4 M. (44.0 FT.) SOUTH-SOUTHWEST OF
 BY2026'SAWED OFF TELEPHONE POLE NUMBER 1-232 WITH A JUNCTION BOX, 28.7 M.
 BY2026'(94.0 FT.) EAST-NORTHEAST OF THE CENTER OF A DRIVEWAY, 0.6 M.
 BY2026'(2.0 FT.) SOUTH-SOUTHWEST OF A CORNER FENCE POST.
 BY2026'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BY2026'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2026
 BY2026                          STATION RECOVERY (1990)
 BY2026
 BY2026'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1420 ***********************************************************************
 BY1420  DESIGNATION -  U 301
 BY1420  PID         -  BY1420
 BY1420  STATE/COUNTY-  TX/CHEROKEE
 BY1420  USGS QUAD   -  KENNARD NE (1950)
 BY1420
 BY1420                         *CURRENT SURVEY CONTROL
 BY1420  ___________________________________________________________________
 BY1420* NAD 83(1986)-  31 27 12.     (N)    095 01 47.     (W)     SCALED    
 BY1420* NAVD 88     -        68.48   (+/-2cm)     224.7    (feet)  VERTCON   
 BY1420  ___________________________________________________________________
 BY1420  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1420
 BY1420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1420
 BY1420.The horizontal coordinates were scaled from a topographic map and have
 BY1420.an estimated accuracy of +/- 6 seconds.
 BY1420
 BY1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1420.The vertical order pertains to the NGVD 29 superseded value.
 BY1420
 BY1420.The geoid height was determined by GEOID03.
 BY1420
 BY1420;                    North         East    Units  Estimated Accuracy
 BY1420;SPC TX C     - 3,210,080.    1,203,870.      MT  (+/- 180 meters Scaled)
 BY1420
 BY1420                          SUPERSEDED SURVEY CONTROL
 BY1420
 BY1420  NGVD 29 (??/??/92)   68.531  (m)          224.84   (f) ADJ UNCH    2 0
 BY1420
 BY1420.Superseded values are not recommended for survey control.
 BY1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1420.See file dsdata.txt to determine how the superseded data were derived.
 BY1420
 BY1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ071816(NAD 83)
 BY1420_MARKER: DB = BENCH MARK DISK
 BY1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1420_STAMPING: U 301 1935
 BY1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1420+STABILITY: SURFACE MOTION
 BY1420
 BY1420  HISTORY     - Date     Condition        Report By
 BY1420  HISTORY     - 1935     MONUMENTED       CGS
 BY1420  HISTORY     - 1942     GOOD             NGS
 BY1420
 BY1420                          STATION DESCRIPTION
 BY1420
 BY1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY1420'7.5 MI W FROM WELLS.
 BY1420'7.5 MILES WEST ALONG THE WELLS-RATCLIFF ROAD FROM WELLS, CHEROKEE
 BY1420'COUNTY, 0.8 MILE NORTHEAST OF A BRIDGE OVER NECHES RIVER, 200 FEET
 BY1420'WEST OF A CURVE TO THE RIGHT, AT THE VERY TOP OF A SMALL HILL 30 FEET
 BY1420'SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 15 FEET SOUTH OF A FENCE
 BY1420'LINE.  A STANDARD DISK, STAMPED U 301 1935 AND SET IN THE TOP OF A
 BY1420'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1907 ***********************************************************************
 BK1907  DESIGNATION -  U 302
 BK1907  PID         -  BK1907
 BK1907  STATE/COUNTY-  TX/JASPER
 BK1907  USGS QUAD   -  JASPER EAST (1984)
 BK1907
 BK1907                         *CURRENT SURVEY CONTROL
 BK1907  ___________________________________________________________________
 BK1907* NAD 83(1986)-  30 56 34.     (N)    093 56 34.     (W)     SCALED    
 BK1907* NAVD 88     -        86.54   (+/-2cm)     283.9    (feet)  VERTCON   
 BK1907  ___________________________________________________________________
 BK1907  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BK1907
 BK1907  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1907
 BK1907.The horizontal coordinates were scaled from a topographic map and have
 BK1907.an estimated accuracy of +/- 6 seconds.
 BK1907
 BK1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1907.The vertical order pertains to the NGVD 29 superseded value.
 BK1907
 BK1907.The geoid height was determined by GEOID03.
 BK1907
 BK1907;                    North         East    Units  Estimated Accuracy
 BK1907;SPC TX C     - 3,159,000.    1,310,280.      MT  (+/- 180 meters Scaled)
 BK1907
 BK1907                          SUPERSEDED SURVEY CONTROL
 BK1907
 BK1907  NGVD 29 (??/??/??)   86.539  (m)          283.92   (f) ADJUSTED    2 0
 BK1907
 BK1907.Superseded values are not recommended for survey control.
 BK1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1907.See file dsdata.txt to determine how the superseded data were derived.
 BK1907
 BK1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ099236(NAD 83)
 BK1907_MARKER: DB = BENCH MARK DISK
 BK1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1907_STAMPING: U 302 1935
 BK1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1907+STABILITY: SURFACE MOTION
 BK1907
 BK1907  HISTORY     - Date     Condition        Report By
 BK1907  HISTORY     - 1935     MONUMENTED       CGS
 BK1907  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1907
 BK1907                          STATION DESCRIPTION
 BK1907
 BK1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1907'2.7 MI NE FROM JASPER.
 BK1907'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE COUNTY COURTHOUSE
 BK1907'AT JASPER, JASPER COUNTY, 128 FEET EAST OF A CULVERT, AT THE EDGE OF A
 BK1907'SMALL OAK FOREST, AND 56 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 BK1907'A STANDARD DISK, STAMPED U 302 1935 AND SET IN THE TOP OF A CONCRETE
 BK1907'POST.
 BK1907
 BK1907                          STATION RECOVERY (1978)
 BK1907
 BK1907'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0626 ***********************************************************************
 BY0626  DESIGNATION -  U 303
 BY0626  PID         -  BY0626
 BY0626  STATE/COUNTY-  TX/ANGELINA
 BY0626  USGS QUAD   -  ROCKLAND (1984)
 BY0626
 BY0626                         *CURRENT SURVEY CONTROL
 BY0626  ___________________________________________________________________
 BY0626* NAD 83(1986)-  31 05 46.     (N)    094 25 51.     (W)     SCALED    
 BY0626* NAVD 88     -        57.58   (+/-2cm)     188.9    (feet)  VERTCON   
 BY0626  ___________________________________________________________________
 BY0626  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BY0626
 BY0626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0626
 BY0626.The horizontal coordinates were scaled from a topographic map and have
 BY0626.an estimated accuracy of +/- 6 seconds.
 BY0626
 BY0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0626.The vertical order pertains to the NGVD 29 superseded value.
 BY0626
 BY0626.The geoid height was determined by GEOID03.
 BY0626
 BY0626;                    North         East    Units  Estimated Accuracy
 BY0626;SPC TX C     - 3,173,400.    1,262,820.      MT  (+/- 180 meters Scaled)
 BY0626
 BY0626                          SUPERSEDED SURVEY CONTROL
 BY0626
 BY0626  NGVD 29 (??/??/92)   57.603  (m)          188.99   (f) ADJ UNCH    2 0
 BY0626
 BY0626.Superseded values are not recommended for survey control.
 BY0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0626.See file dsdata.txt to determine how the superseded data were derived.
 BY0626
 BY0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ635411(NAD 83)
 BY0626_MARKER: DB = BENCH MARK DISK
 BY0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0626_STAMPING: U 303 1934
 BY0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0626+STABILITY: SURFACE MOTION
 BY0626
 BY0626  HISTORY     - Date     Condition        Report By
 BY0626  HISTORY     - 1934     MONUMENTED       CGS
 BY0626  HISTORY     - 1949     GOOD             NGS
 BY0626  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0626
 BY0626                          STATION DESCRIPTION
 BY0626
 BY0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0626'4.3 MI S FROM ZAVALLA.
 BY0626'4.3 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0626'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, 0.65 MILE SOUTH OF THE
 BY0626'RICHEY GROCERY STORE AT NANCY, 3 POLES SOUTH OF MILEPOST 110 ON THE
 BY0626'TEXAS AND NEW ORLEANS RAILROAD, 64.0 FEET EAST OF THE CENTER LINE OF
 BY0626'THE HIGHWAY, 33.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 BY0626'1.2 FEET WEST OF A 4X4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BY0626'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BY0626
 BY0626                          STATION RECOVERY (1979)
 BY0626
 BY0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0290 ***********************************************************************
 BL0290  DESIGNATION -  U 304
 BL0290  PID         -  BL0290
 BL0290  STATE/COUNTY-  TX/HARDIN
 BL0290  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0290
 BL0290                         *CURRENT SURVEY CONTROL
 BL0290  ___________________________________________________________________
 BL0290* NAD 83(1986)-  30 22 54.     (N)    094 19 18.     (W)     SCALED    
 BL0290* NAVD 88     -        24.45   (+/-2cm)      80.2    (feet)  VERTCON   
 BL0290  ___________________________________________________________________
 BL0290  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0290
 BL0290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0290
 BL0290.The horizontal coordinates were scaled from a topographic map and have
 BL0290.an estimated accuracy of +/- 6 seconds.
 BL0290
 BL0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0290.The vertical order pertains to the NGVD 29 superseded value.
 BL0290
 BL0290.The geoid height was determined by GEOID03.
 BL0290
 BL0290;                    North         East    Units  Estimated Accuracy
 BL0290;SPC TX C     - 3,094,870.    1,277,500.      MT  (+/- 180 meters Scaled)
 BL0290
 BL0290                          SUPERSEDED SURVEY CONTROL
 BL0290
 BL0290  NGVD 29 (??/??/92)   24.451  (m)           80.22   (f) ADJ UNCH    2 0
 BL0290
 BL0290.Superseded values are not recommended for survey control.
 BL0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0290.See file dsdata.txt to determine how the superseded data were derived.
 BL0290
 BL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP730618(NAD 83)
 BL0290_MARKER: DB = BENCH MARK DISK
 BL0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0290_STAMPING: U 304 1934
 BL0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0290+STABILITY: SURFACE MOTION
 BL0290
 BL0290  HISTORY     - Date     Condition        Report By
 BL0290  HISTORY     - 1934     MONUMENTED       CGS
 BL0290  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0290  HISTORY     - 1978     POOR             USGS
 BL0290  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 BL0290  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL0290
 BL0290                          STATION DESCRIPTION
 BL0290
 BL0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0290'0.6 MI N FROM KOUNTZE.
 BL0290'0.6 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM KOUNTZE,
 BL0290'HARDIN COUNTY, 0.1 MILE NORTHWEST OF MILEPOST 55, IN FRONT OF A
 BL0290'FARMHOUSE, AT A ROAD CROSSING, 21 FEET NORTHEAST OF THE ROAD, 54 FEET
 BL0290'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 9 FEET SOUTHEAST OF A
 BL0290'POLE.  A STANDARD DISK, STAMPED U 304 1934 AND SET IN THE TOP OF A
 BL0290'CONCRETE POST.
 BL0290
 BL0290                          STATION RECOVERY (1977)
 BL0290
 BL0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0290'MARK NOT FOUND.
 BL0290
 BL0290                          STATION RECOVERY (1978)
 BL0290
 BL0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0290'MARK RECOVERED IN POOR CONDITION.
 BL0290
 BL0290                          STATION RECOVERY (1998)
 BL0290
 BL0290'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0290'MARK NOT FOUND.
 BL0290
 BL0290                          STATION RECOVERY (2004)
 BL0290
 BL0290'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0493 ***********************************************************************
 AW0493  DESIGNATION -  U 305 RESET
 AW0493  PID         -  AW0493
 AW0493  STATE/COUNTY-  TX/GALVESTON
 AW0493  USGS QUAD   -  ALGOA (1974)
 AW0493
 AW0493                         *CURRENT SURVEY CONTROL
 AW0493  ___________________________________________________________________
 AW0493* NAD 83(1986)-  29 23 08.     (N)    095 07 31.     (W)     SCALED    
 AW0493* NAVD 88     -         9.453  (meters)      31.01   (feet)  ADJUSTED  
 AW0493  ___________________________________________________________________
 AW0493  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW0493  DYNAMIC HT  -           9.440 (meters)      30.97  (feet)  COMP
 AW0493  MODELED GRAV-     979,265.9   (mgal)                       NAVD 88
 AW0493
 AW0493  VERT ORDER  -  FIRST     CLASS I
 AW0493
 AW0493.The horizontal coordinates were scaled from a topographic map and have
 AW0493.an estimated accuracy of +/- 6 seconds.
 AW0493
 AW0493.The orthometric height was determined by differential leveling
 AW0493.and adjusted by the National Geodetic Survey in June 1991..
 AW0493
 AW0493.The geoid height was determined by GEOID03.
 AW0493
 AW0493.The dynamic height is computed by dividing the NAVD 88
 AW0493.geopotential number by the normal gravity value computed on the
 AW0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0493.degrees latitude (g = 980.6199 gals.).
 AW0493
 AW0493.The modeled gravity was interpolated from observed gravity values.
 AW0493
 AW0493;                    North         East    Units  Estimated Accuracy
 AW0493;SPC TXSC     - 4,178,260.      976,020.      MT  (+/- 180 meters Scaled)
 AW0493
 AW0493                          SUPERSEDED SURVEY CONTROL
 AW0493
 AW0493  NGVD 29 (12/23/87)    9.450  (m)           31.00   (f) ADJUSTED    1 1
 AW0493
 AW0493.Superseded values are not recommended for survey control.
 AW0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0493.See file dsdata.txt to determine how the superseded data were derived.
 AW0493
 AW0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN937525(NAD 83)
 AW0493_MARKER: DB = BENCH MARK DISK
 AW0493_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0493_SP_SET: HEADWALL
 AW0493_STAMPING: U 305 RESET 1964
 AW0493_MARK LOGO: CGS   
 AW0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0493+STABILITY: SURFACE MOTION
 AW0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0493+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 AW0493
 AW0493  HISTORY     - Date     Condition        Report By
 AW0493  HISTORY     - 1951     MONUMENTED       CGS
 AW0493  HISTORY     - 1973     GOOD             NGS
 AW0493  HISTORY     - 1978     GOOD             NGS
 AW0493  HISTORY     - 1987     GOOD             NGS
 AW0493  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AW0493  HISTORY     - 20020109 GOOD             USPSQD
 AW0493  HISTORY     - 20040126 GOOD             USPSQD
 AW0493  HISTORY     - 20050202 GOOD             USPSQD
 AW0493  HISTORY     - 20060405 GOOD             JCLS
 AW0493
 AW0493                          STATION DESCRIPTION
 AW0493
 AW0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0493'1.3 MI W FROM ARCADIA.
 AW0493'1.3 MILES WEST ALONG STATE HIGHWAY 6 FROM THE SANTA FE CONSOLIDATED
 AW0493'HIGH SCHOOL AT ARCADIA, 0.1 MILE EAST OF THE ARCADIA FIRST BAPTIST
 AW0493'CHURCH, IN THE TOP OF THE NORTH CONCRETE HEADWALL OF A PIPE CULVERT,
 AW0493'17.1 FEET EAST OF THE WEST END OF THE HEADWALL, 50 FEET NORTH OF THE
 AW0493'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 AW0493'HIGHWAY.
 AW0493
 AW0493                          STATION RECOVERY (1978)
 AW0493
 AW0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0493'RECOVERED IN GOOD CONDITION.
 AW0493
 AW0493                          STATION RECOVERY (1987)
 AW0493
 AW0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0493'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.7 KM (2.3 MI)
 AW0493'WEST ALONG STATE HIGHWAY 6 FROM THE BANK OF SANTA FE IN SANTA FE TO
 AW0493'THE MARK ON THE RIGHT, IN TOP OF A CONCRETE BOX CULVERT, 15.2 METERS
 AW0493'(50.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 AW0493'THE MARK IS 0.18 M ABOVE HIGHWAY.
 AW0493
 AW0493                          STATION RECOVERY (1999)
 AW0493
 AW0493'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0493'MARK NOT FOUND.
 AW0493
 AW0493                          STATION RECOVERY (2002)
 AW0493
 AW0493'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0493'RECOVERED IN GOOD CONDITION.
 AW0493
 AW0493                          STATION RECOVERY (2004)
 AW0493
 AW0493'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0493'RECOVERED IN GOOD CONDITION.
 AW0493
 AW0493                          STATION RECOVERY (2005)
 AW0493
 AW0493'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0493'RECOVERED IN GOOD CONDITION.
 AW0493
 AW0493                          STATION RECOVERY (2006)
 AW0493
 AW0493'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AW0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5324 ***********************************************************************
 AW5324  DESIGNATION -  U 305 RESET
 AW5324  PID         -  AW5324
 AW5324  STATE/COUNTY-  TX/GALVESTON
 AW5324  USGS QUAD   -  ALGOA (1974)
 AW5324
 AW5324                         *CURRENT SURVEY CONTROL
 AW5324  ___________________________________________________________________
 AW5324* NAD 83(1986)-  29 23 06.     (N)    095 07 31.     (W)     SCALED    
 AW5324* NAVD 88     -        10.07   (+/-2cm)      33.0    (feet)  VERTCON   
 AW5324  ___________________________________________________________________
 AW5324  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW5324  OBS GRAVITY -     979,265.8   (mgal)                       GRAV_OBS
 AW5324
 AW5324  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5324
 AW5324.The horizontal coordinates were scaled from a topographic map and have
 AW5324.an estimated accuracy of +/- 6 seconds.
 AW5324
 AW5324.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5324.The vertical order pertains to the NGVD 29 superseded value.
 AW5324
 AW5324.The geoid height was determined by GEOID03.
 AW5324.The observed gravity was obtained from relative gravimeter ties
 AW5324.to the IGSN71 gravity network.
 AW5324
 AW5324;                    North         East    Units  Estimated Accuracy
 AW5324;SPC TXSC     - 4,178,200.      976,020.      MT  (+/- 180 meters Scaled)
 AW5324
 AW5324                          SUPERSEDED SURVEY CONTROL
 AW5324
 AW5324  NGVD 29 (??/??/92)   10.067  (m)           33.03   (f) ADJ UNCH    1 2
 AW5324
 AW5324.Superseded values are not recommended for survey control.
 AW5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5324.See file dsdata.txt to determine how the superseded data were derived.
 AW5324
 AW5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN937525(NAD 83)
 AW5324_MARKER: DB = BENCH MARK DISK
 AW5324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW5324_SP_SET: GUARD RAIL
 AW5324_STAMPING: U 305 1935 RESET 1954
 AW5324_MARK LOGO: CGS   
 AW5324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5324+STABILITY: SURFACE MOTION
 AW5324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5324+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 AW5324
 AW5324  HISTORY     - Date     Condition        Report By
 AW5324  HISTORY     - 1954     MONUMENTED       CGS
 AW5324  HISTORY     - 1959     GOOD             CGS
 AW5324  HISTORY     - 1964     GOOD             CGS
 AW5324  HISTORY     - 1987     GOOD             USPSQD
 AW5324  HISTORY     - 1987     GOOD             USPSQD
 AW5324  HISTORY     - 1988     GOOD             USPSQD
 AW5324  HISTORY     - 20000310 GOOD             USPSQD
 AW5324  HISTORY     - 20040126 GOOD             USPSQD
 AW5324  HISTORY     - 20050202 GOOD             USPSQD
 AW5324
 AW5324                          STATION DESCRIPTION
 AW5324
 AW5324'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW5324'0.25 MI WEST FROM ARCADIA.
 AW5324'0.25 MILE WEST ALONG STATE HIGHWAY 6 FROM THE GULF, COLORADO AND
 AW5324'SANTA FE RAILROAD STATION SIGN AT ARCADIA, 200 FEET NORTH OF THE
 AW5324'RAILROAD, 15 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND SET IN THE
 AW5324'NORTH GUARD RAIL OF A CONCRETE BRIDGE.
 AW5324
 AW5324                          STATION RECOVERY (1959)
 AW5324
 AW5324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 AW5324'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 MILES
 AW5324'NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 AW5324'SANTA FE CONSOLIDATED HIGH SCHOOL AT ARCADIA, 200 FEET NORTH OF THE
 AW5324'NORTH RAIL OF THE MAIN TRACK, AT A CONCRETE HIGHWAY BRIDGE, 15 FEET
 AW5324'NORTH OF THE CENTER LINE OF STATE HIGHWAY 6, IN THE TOP OF THE SOUTH
 AW5324'SIDE OF THE NORTH CONCRETE GUARD RAIL OF THE BRIDGE, 3.8 FEET WEST OF
 AW5324'THE EAST END OF THE GUARD RAIL, AND ABOUT 1.3 FEET ABOVE THE LEVEL OF
 AW5324'THE HIGHWAY.
 AW5324
 AW5324                          STATION RECOVERY (1964)
 AW5324
 AW5324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AW5324'RECOVERED IN GOOD CONDITION.
 AW5324
 AW5324                          STATION RECOVERY (1987)
 AW5324
 AW5324'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW5324'RECOVERED IN GOOD CONDITION.
 AW5324
 AW5324                          STATION RECOVERY (1987)
 AW5324
 AW5324'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW5324'RECOVERED IN GOOD CONDITION.
 AW5324
 AW5324                          STATION RECOVERY (1988)
 AW5324
 AW5324'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW5324'RECOVERED IN GOOD CONDITION.
 AW5324
 AW5324                          STATION RECOVERY (2000)
 AW5324
 AW5324'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW5324'RECOVERED IN GOOD CONDITION.
 AW5324
 AW5324                          STATION RECOVERY (2004)
 AW5324
 AW5324'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5324'RECOVERED IN GOOD CONDITION.
 AW5324
 AW5324                          STATION RECOVERY (2005)
 AW5324
 AW5324'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4770 ***********************************************************************
 AW4770  DESIGNATION -  U 306
 AW4770  PID         -  AW4770
 AW4770  STATE/COUNTY-  TX/FORT BEND
 AW4770  USGS QUAD   -  RICHMOND (1980)
 AW4770
 AW4770                         *CURRENT SURVEY CONTROL
 AW4770  ___________________________________________________________________
 AW4770* NAD 83(1986)-  29 33 43.     (N)    095 48 18.     (W)     SCALED    
 AW4770* NAVD 88     -        30.884  (meters)     101.33   (feet)  ADJUSTED  
 AW4770  ___________________________________________________________________
 AW4770  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW4770  DYNAMIC HT  -          30.841 (meters)     101.18  (feet)  COMP
 AW4770  MODELED GRAV-     979,264.8   (mgal)                       NAVD 88
 AW4770
 AW4770  VERT ORDER  -  FIRST     CLASS I
 AW4770
 AW4770.The horizontal coordinates were scaled from a topographic map and have
 AW4770.an estimated accuracy of +/- 6 seconds.
 AW4770
 AW4770.The orthometric height was determined by differential leveling
 AW4770.and adjusted by the National Geodetic Survey in June 1991..
 AW4770
 AW4770.The geoid height was determined by GEOID03.
 AW4770
 AW4770.The dynamic height is computed by dividing the NAVD 88
 AW4770.geopotential number by the normal gravity value computed on the
 AW4770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4770.degrees latitude (g = 980.6199 gals.).
 AW4770
 AW4770.The modeled gravity was interpolated from observed gravity values.
 AW4770
 AW4770;                    North         East    Units  Estimated Accuracy
 AW4770;SPC TXSC     - 4,195,810.      909,540.      MT  (+/- 180 meters Scaled)
 AW4770
 AW4770                          SUPERSEDED SURVEY CONTROL
 AW4770
 AW4770  NGVD 29 (12/23/87)   30.880  (m)          101.31   (f) ADJUSTED    1 1
 AW4770
 AW4770.Superseded values are not recommended for survey control.
 AW4770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4770.See file dsdata.txt to determine how the superseded data were derived.
 AW4770
 AW4770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN282735(NAD 83)
 AW4770_MARKER: DB = BENCH MARK DISK
 AW4770_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW4770+WITH SETTING: PAVEMENT
 AW4770_SP_SET: CONCRETE BASE
 AW4770_STAMPING: U 306 1935
 AW4770_MARK LOGO: CGS   
 AW4770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4770+STABILITY: SURFACE MOTION
 AW4770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW4770+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 AW4770
 AW4770  HISTORY     - Date     Condition        Report By
 AW4770  HISTORY     - 1935     MONUMENTED       CGS
 AW4770  HISTORY     - 1973     GOOD             NGS
 AW4770  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW4770  HISTORY     - 1987     GOOD             NGS
 AW4770  HISTORY     - 1990     GOOD             USPSQD
 AW4770  HISTORY     - 19931204 GOOD             USPSQD
 AW4770  HISTORY     - 19991120 GOOD             USPSQD
 AW4770  HISTORY     - 20040406 GOOD             LJA
 AW4770
 AW4770                          STATION DESCRIPTION
 AW4770
 AW4770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4770'IN ROSENBERG.
 AW4770'AT ROSENBERG, AT THE SOUTHEAST CORNER OF THE JUNCTION OF 3RD STREET
 AW4770'AND AVENUE E, ABOUT 80 YARDS NORTH OF THE NORTHWEST CORNER OF THE
 AW4770'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, IN THE TOP OF THE
 AW4770'SOUTHWEST CORNER OF A 2 1/2- BY 2 1/2-FOOT CONCRETE BASE OF A FORMER
 AW4770'WATER TANK TOWER, 92 FEET EAST OF THE CENTER LINE OF THE STREET, 52
 AW4770'FEET SOUTH OF THE CENTER LINE OF THE AVENUE, ABOUT 2 FEET HIGHER THAN
 AW4770'THE AVENUE, AND 2 FEET ABOVE THE GROUND.
 AW4770
 AW4770                          STATION RECOVERY (1987)
 AW4770
 AW4770'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW4770'MARK NOT FOUND.
 AW4770
 AW4770                          STATION RECOVERY (1987)
 AW4770
 AW4770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4770'RECOVERED IN GOOD CONDITION.
 AW4770
 AW4770                          STATION RECOVERY (1990)
 AW4770
 AW4770'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4770'RECOVERED IN GOOD CONDITION.
 AW4770
 AW4770                          STATION RECOVERY (1993)
 AW4770
 AW4770'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4770'RECOVERED IN GOOD CONDITION.
 AW4770
 AW4770                          STATION RECOVERY (1999)
 AW4770
 AW4770'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4770'RECOVERED IN GOOD CONDITION.
 AW4770
 AW4770                          STATION RECOVERY (2004)
 AW4770
 AW4770'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AW4770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0337 ***********************************************************************
 BL0337  DESIGNATION -  U 308
 BL0337  PID         -  BL0337
 BL0337  STATE/COUNTY-  TX/HARDIN
 BL0337  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0337
 BL0337                         *CURRENT SURVEY CONTROL
 BL0337  ___________________________________________________________________
 BL0337* NAD 83(1986)-  30 22 46.     (N)    094 20 41.     (W)     SCALED    
 BL0337* NAVD 88     -        19.80   (+/-2cm)      65.0    (feet)  VERTCON   
 BL0337  ___________________________________________________________________
 BL0337  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0337
 BL0337  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0337
 BL0337.The horizontal coordinates were scaled from a topographic map and have
 BL0337.an estimated accuracy of +/- 6 seconds.
 BL0337
 BL0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0337.The vertical order pertains to the NGVD 29 superseded value.
 BL0337
 BL0337.The geoid height was determined by GEOID03.
 BL0337
 BL0337;                    North         East    Units  Estimated Accuracy
 BL0337;SPC TX C     - 3,094,510.    1,275,300.      MT  (+/- 180 meters Scaled)
 BL0337
 BL0337                          SUPERSEDED SURVEY CONTROL
 BL0337
 BL0337  NGVD 29 (??/??/92)   19.804  (m)           64.97   (f) ADJ UNCH    2 0
 BL0337
 BL0337.Superseded values are not recommended for survey control.
 BL0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0337.See file dsdata.txt to determine how the superseded data were derived.
 BL0337
 BL0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP707615(NAD 83)
 BL0337_MARKER: DB = BENCH MARK DISK
 BL0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0337_STAMPING: U 308 1935
 BL0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0337+STABILITY: SURFACE MOTION
 BL0337
 BL0337  HISTORY     - Date     Condition        Report By
 BL0337  HISTORY     - 1935     MONUMENTED       CGS
 BL0337  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL0337
 BL0337                          STATION DESCRIPTION
 BL0337
 BL0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL0337'1.8 MI W FROM KOUNTZE.
 BL0337'1.8 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0337'STATION AT KOUNTZE, HARDIN COUNTY, 0.5 MILE WEST OF MILEPOST 142,
 BL0337'ABOUT 310 YARDS EAST OF A BRIDGE, AT THE EDGE OF PASTURE LAND, 98 FEET
 BL0337'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 4 FEET EAST OF A TELEPHONE
 BL0337'POLE, AND NEAR THE FENCE LINE.  A STANDARD DISK, STAMPED U 308 1935
 BL0337'AND SET IN THE TOP OF A CONCRETE POST.
 BL0337
 BL0337                          STATION RECOVERY (2004)
 BL0337
 BL0337'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2410 ***********************************************************************
 AW2410  DESIGNATION -  U 309
 AW2410  PID         -  AW2410
 AW2410  STATE/COUNTY-  TX/CHAMBERS
 AW2410  USGS QUAD   -  STOWELL (1993)
 AW2410
 AW2410                         *CURRENT SURVEY CONTROL
 AW2410  ___________________________________________________________________
 AW2410* NAD 83(1986)-  29 49 38.     (N)    094 22 46.     (W)     SCALED    
 AW2410* NAVD 88     -         8.40   (+/-2cm)      27.6    (feet)  VERTCON   
 AW2410  ___________________________________________________________________
 AW2410  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2410
 AW2410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2410
 AW2410.The horizontal coordinates were scaled from a topographic map and have
 AW2410.an estimated accuracy of +/- 6 seconds.
 AW2410
 AW2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2410.The vertical order pertains to the NGVD 29 superseded value.
 AW2410
 AW2410.The geoid height was determined by GEOID03.
 AW2410
 AW2410;                    North         East    Units  Estimated Accuracy
 AW2410;SPC TXSC     - 4,229,800.    1,046,430.      MT  (+/- 180 meters Scaled)
 AW2410
 AW2410                          SUPERSEDED SURVEY CONTROL
 AW2410
 AW2410  NGVD 29 (??/??/92)    8.396  (m)           27.55   (f) ADJ UNCH    2 0
 AW2410
 AW2410.Superseded values are not recommended for survey control.
 AW2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2410.See file dsdata.txt to determine how the superseded data were derived.
 AW2410
 AW2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP667004(NAD 83)
 AW2410_MARKER: DB = BENCH MARK DISK
 AW2410_SETTING: 0 = UNSPECIFIED SETTING
 AW2410_STAMPING: U 309 1935
 AW2410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2410
 AW2410  HISTORY     - Date     Condition        Report By
 AW2410  HISTORY     - 1935     MONUMENTED       CGS
 AW2410  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW2410  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 AW2410  HISTORY     - 19980202 MARK NOT FOUND   USPSQD
 AW2410  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2410  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 AW2410  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2410  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2410
 AW2410                          STATION DESCRIPTION
 AW2410
 AW2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2410'0.5 MI E FROM WINNIE.
 AW2410'0.5 MILE EAST OF THE R. R. STATION.  75 FEET N.W. OF A ROAD CROSSING.
 AW2410'405 YARDS EAST OF MILE POST 52.  47 FEET NORTH OF CENTER OF THE TRACK.
 AW2410'IN LINE WITH A ROW OF POLES.
 AW2410
 AW2410                          STATION RECOVERY (1996)
 AW2410
 AW2410'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2410'MARK NOT FOUND.
 AW2410
 AW2410                          STATION RECOVERY (1998)
 AW2410
 AW2410'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2410'MARK NOT FOUND.
 AW2410
 AW2410                          STATION RECOVERY (2001)
 AW2410
 AW2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2410'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2410
 AW2410                          STATION RECOVERY (2003)
 AW2410
 AW2410'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2410'MARK NOT FOUND.
 AW2410
 AW2410                          STATION RECOVERY (2004)
 AW2410
 AW2410'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2410'MARK NOT FOUND.
 AW2410
 AW2410                          STATION RECOVERY (2005)
 AW2410
 AW2410'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0060 ***********************************************************************
 AZ0060  DESIGNATION -  U 31
 AZ0060  PID         -  AZ0060
 AZ0060  STATE/COUNTY-  TX/KINNEY
 AZ0060  USGS QUAD   -  SPOFFORD (1974)
 AZ0060
 AZ0060                         *CURRENT SURVEY CONTROL
 AZ0060  ___________________________________________________________________
 AZ0060* NAD 83(1986)-  29 09 30.     (N)    100 23 26.     (W)     SCALED    
 AZ0060* NAVD 88     -       293.783  (meters)     963.85   (feet)  POSTED    
 AZ0060  ___________________________________________________________________
 AZ0060  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0060  DYNAMIC HT  -         293.350 (meters)     962.43  (feet)  COMP
 AZ0060  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 AZ0060
 AZ0060  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AZ0060
 AZ0060.The horizontal coordinates were scaled from a topographic map and have
 AZ0060.an estimated accuracy of +/- 6 seconds.
 AZ0060
 AZ0060.The orthometric height was determined by differential leveling
 AZ0060.and adjusted by the National Geodetic Survey in 1992..
 AZ0060.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AZ0060.rate greater than 8.0 mm/km.
 AZ0060
 AZ0060.The geoid height was determined by GEOID03.
 AZ0060
 AZ0060.The dynamic height is computed by dividing the NAVD 88
 AZ0060.geopotential number by the normal gravity value computed on the
 AZ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0060.degrees latitude (g = 980.6199 gals.).
 AZ0060
 AZ0060.The modeled gravity was interpolated from observed gravity values.
 AZ0060
 AZ0060;                    North         East    Units  Estimated Accuracy
 AZ0060;SPC TXSC     - 4,147,650.      464,730.      MT  (+/- 180 meters Scaled)
 AZ0060
 AZ0060                          SUPERSEDED SURVEY CONTROL
 AZ0060
 AZ0060  NGVD 29 (??/??/92)  293.630  (m)          963.35   (f) ADJ UNCH    1 2
 AZ0060
 AZ0060.Superseded values are not recommended for survey control.
 AZ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0060.See file dsdata.txt to determine how the superseded data were derived.
 AZ0060
 AZ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT647263(NAD 83)
 AZ0060_MARKER: DB = BENCH MARK DISK
 AZ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0060_STAMPING: U 31 1917 ELEV. 963.282 FT.
 AZ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0060+STABILITY: SURFACE MOTION
 AZ0060
 AZ0060  HISTORY     - Date     Condition        Report By
 AZ0060  HISTORY     - 1917     MONUMENTED       CGS
 AZ0060  HISTORY     - 1957     GOOD             NGS
 AZ0060  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0060  HISTORY     - 19960109 MARK NOT FOUND   USPSQD
 AZ0060
 AZ0060                          STATION DESCRIPTION
 AZ0060
 AZ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0060'1.6 MI SE FROM SPOFFORD.
 AZ0060'ABOUT 1.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0060'FROM THE STATION AT SPOFFORD, 17 FEET WEST OF MILE POST 340, 57 FEET
 AZ0060'SOUTHWEST OF THE SOUTHWEST RAIL, 1.4 FEET SOUTHEAST OF A WHITE WOODEN
 AZ0060'WITNESS POST, ABOUT 8 FEET BELOW THE TOP OF THE RAIL AND IN THE TOP OF
 AZ0060'A CONCRETE POST WHICH PROJECTS 0.9 FOOT.
 AZ0060
 AZ0060                          STATION RECOVERY (1982)
 AZ0060
 AZ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0060'MARK NOT RECOVERED, PRESUMED GRADED OUT WHEN NEW RAILROAD BED WAS
 AZ0060'BUILT.
 AZ0060
 AZ0060                          STATION RECOVERY (1996)
 AZ0060
 AZ0060'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0263 ***********************************************************************
 BM0263  DESIGNATION -  U 311
 BM0263  PID         -  BM0263
 BM0263  STATE/COUNTY-  TX/LEE
 BM0263  USGS QUAD   -  TANGLEWOOD (1989)
 BM0263
 BM0263                         *CURRENT SURVEY CONTROL
 BM0263  ___________________________________________________________________
 BM0263* NAD 83(1986)-  30 29 28.     (N)    096 59 11.     (W)     SCALED    
 BM0263* NAVD 88     -       141.92   (+/-2cm)     465.6    (feet)  VERTCON   
 BM0263  ___________________________________________________________________
 BM0263  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BM0263
 BM0263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0263
 BM0263.The horizontal coordinates were scaled from a topographic map and have
 BM0263.an estimated accuracy of +/- 6 seconds.
 BM0263
 BM0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0263.The vertical order pertains to the NGVD 29 superseded value.
 BM0263
 BM0263.The geoid height was determined by GEOID03.
 BM0263
 BM0263;                    North         East    Units  Estimated Accuracy
 BM0263;SPC TX C     - 3,096,230.    1,021,260.      MT  (+/- 180 meters Scaled)
 BM0263
 BM0263                          SUPERSEDED SURVEY CONTROL
 BM0263
 BM0263  NGVD 29 (??/??/92)  141.862  (m)          465.43   (f) ADJ UNCH    2 0
 BM0263
 BM0263.Superseded values are not recommended for survey control.
 BM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0263.See file dsdata.txt to determine how the superseded data were derived.
 BM0263
 BM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU932749(NAD 83)
 BM0263_MARKER: DB = BENCH MARK DISK
 BM0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0263_STAMPING: U 311 1934
 BM0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0263+STABILITY: SURFACE MOTION
 BM0263
 BM0263  HISTORY     - Date     Condition        Report By
 BM0263  HISTORY     - 1934     MONUMENTED       CGS
 BM0263  HISTORY     - 1960     GOOD             USGS
 BM0263
 BM0263                          STATION DESCRIPTION
 BM0263
 BM0263'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BM0263'0.45 MI S FROM TANGLEWOOD.
 BM0263'0.45 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE (T-RD -E)
 BM0263'AT TANGLEWOOD, 209 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AT A
 BM0263'DRAIN CROSSING, 200 FEET AND ACROSS THE HIGHWAY FROM A FIELD CORNER,
 BM0263'118 FEET SOUTHEAST OF A TELEPHONE POLE WITH GUY WIRE, 216 FEET
 BM0263'NORTHEAST OF A TELEPHONE POLE WITH GUY WIRE, 89 FEET EAST OF THE
 BM0263'CENTERLINE OF THE HIGHWAY, 46 FEET WEST OF THE OLD RAILROAD GRADE, AT
 BM0263'THE EAST EDGE OF THE HIGHWAY RIGHT-OF-WAY.  A STANDARD DISK, STAMPED U
 BM0263'311 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1297 ***********************************************************************
 BL1297  DESIGNATION -  U 312
 BL1297  PID         -  BL1297
 BL1297  STATE/COUNTY-  TX/MONTGOMERY
 BL1297  USGS QUAD   -  CONROE (1976)
 BL1297
 BL1297                         *CURRENT SURVEY CONTROL
 BL1297  ___________________________________________________________________
 BL1297* NAD 83(1986)-  30 19 10.     (N)    095 25 30.     (W)     SCALED    
 BL1297* NAVD 88     -        60.81   (+/-2cm)     199.5    (feet)  VERTCON   
 BL1297  ___________________________________________________________________
 BL1297  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1297
 BL1297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1297
 BL1297.The horizontal coordinates were scaled from a topographic map and have
 BL1297.an estimated accuracy of +/- 6 seconds.
 BL1297
 BL1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1297.The vertical order pertains to the NGVD 29 superseded value.
 BL1297
 BL1297.The geoid height was determined by GEOID03.
 BL1297
 BL1297;                    North         East    Units  Estimated Accuracy
 BL1297;SPC TX C     - 3,082,780.    1,171,890.      MT  (+/- 180 meters Scaled)
 BL1297
 BL1297                          SUPERSEDED SURVEY CONTROL
 BL1297
 BL1297  NGVD 29 (??/??/92)   60.810  (m)          199.51   (f) ADJ UNCH    2 0
 BL1297
 BL1297.Superseded values are not recommended for survey control.
 BL1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1297.See file dsdata.txt to determine how the superseded data were derived.
 BL1297
 BL1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP668566(NAD 83)
 BL1297_MARKER: DB = BENCH MARK DISK
 BL1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1297_STAMPING: U 312 1935
 BL1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1297+STABILITY: SURFACE MOTION
 BL1297
 BL1297  HISTORY     - Date     Condition        Report By
 BL1297  HISTORY     - 1935     MONUMENTED       CGS
 BL1297  HISTORY     - 1954     GOOD             NGS
 BL1297
 BL1297                          STATION DESCRIPTION
 BL1297
 BL1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1297'2.1 MI E FROM CONROE.
 BL1297'2.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1297'STATION AT CONROE, AT A ROAD CROSSING, 39 FEET EAST OF THE 4TH POLE
 BL1297'EAST OF MILEPOST 74, 66 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 BL1297'105, 122 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH,
 BL1297'31.8 FEET NORTH OF THE NORTH RAIL, 1 FOOT EAST OF A WITNESS POST, SET
 BL1297'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 BL1297'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0024 ***********************************************************************
 BM0024  DESIGNATION -  U 313
 BM0024  PID         -  BM0024
 BM0024  STATE/COUNTY-  TX/BRAZOS
 BM0024  USGS QUAD   -  WELLBORN (1980)
 BM0024
 BM0024                         *CURRENT SURVEY CONTROL
 BM0024  ___________________________________________________________________
 BM0024* NAD 83(1986)-  30 31 38.     (N)    096 18 01.     (W)     SCALED    
 BM0024* NAVD 88     -        93.99   (+/-2cm)     308.4    (feet)  VERTCON   
 BM0024  ___________________________________________________________________
 BM0024  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BM0024
 BM0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0024
 BM0024.The horizontal coordinates were scaled from a topographic map and have
 BM0024.an estimated accuracy of +/- 6 seconds.
 BM0024
 BM0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0024.The vertical order pertains to the NGVD 29 superseded value.
 BM0024
 BM0024.The geoid height was determined by GEOID03.
 BM0024
 BM0024;                    North         East    Units  Estimated Accuracy
 BM0024;SPC TX C     - 3,102,410.    1,086,940.      MT  (+/- 180 meters Scaled)
 BM0024
 BM0024                          SUPERSEDED SURVEY CONTROL
 BM0024
 BM0024  NGVD 29 (??/??/92)   93.964  (m)          308.28   (f) ADJ UNCH    2 0
 BM0024
 BM0024.Superseded values are not recommended for survey control.
 BM0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0024.See file dsdata.txt to determine how the superseded data were derived.
 BM0024
 BM0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU590803(NAD 83)
 BM0024_MARKER: DB = BENCH MARK DISK
 BM0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0024_STAMPING: U 313 1935
 BM0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0024+STABILITY: SURFACE MOTION
 BM0024
 BM0024  HISTORY     - Date     Condition        Report By
 BM0024  HISTORY     - 1935     MONUMENTED       CGS
 BM0024  HISTORY     - 1944     GOOD             NGS
 BM0024  HISTORY     - 1950     GOOD             NGS
 BM0024
 BM0024                          STATION DESCRIPTION
 BM0024
 BM0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BM0024'0.5 MI SE FROM WELLBORN.
 BM0024'0.5 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0024'STATION AT WELLBORN, BRAZOS COUNTY, ABOUT 200 YARDS NORTHWEST OF
 BM0024'MILEPOST 88, OPPOSITE A FARMHOUSE, 17 YARDS NORTHEAST OF THE
 BM0024'CENTERLINE OF THE TRACK, AND 10 YARDS WEST OF THE CENTERLINE OF
 BM0024'WILLICAN ROAD.  A STANDARD DISK, STAMPED U 313 1935 AND SET IN THE TOP
 BM0024'OF A CONCRETE POST.
 BM0024
 BM0024                          STATION RECOVERY (1950)
 BM0024
 BM0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 BM0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0545 ***********************************************************************
 AY0545  DESIGNATION -  U 314
 AY0545  PID         -  AY0545
 AY0545  STATE/COUNTY-  TX/WILSON
 AY0545  USGS QUAD   -  SAINT HEDWIG (1992)
 AY0545
 AY0545                         *CURRENT SURVEY CONTROL
 AY0545  ___________________________________________________________________
 AY0545* NAD 83(1986)-  29 22 51.     (N)    098 10 01.     (W)     SCALED    
 AY0545* NAVD 88     -       153.46   (+/-2cm)     503.5    (feet)  VERTCON   
 AY0545  ___________________________________________________________________
 AY0545  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AY0545
 AY0545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0545
 AY0545.The horizontal coordinates were scaled from a topographic map and have
 AY0545.an estimated accuracy of +/- 6 seconds.
 AY0545
 AY0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0545.The vertical order pertains to the NGVD 29 superseded value.
 AY0545
 AY0545.The geoid height was determined by GEOID03.
 AY0545
 AY0545;                    North         East    Units  Estimated Accuracy
 AY0545;SPC TXSC     - 4,171,790.      680,860.      MT  (+/- 180 meters Scaled)
 AY0545
 AY0545                          SUPERSEDED SURVEY CONTROL
 AY0545
 AY0545  NGVD 29 (??/??/92)  153.377  (m)          503.20   (f) ADJ UNCH    2 0
 AY0545
 AY0545.Superseded values are not recommended for survey control.
 AY0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0545.See file dsdata.txt to determine how the superseded data were derived.
 AY0545
 AY0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT808504(NAD 83)
 AY0545_MARKER: DB = BENCH MARK DISK
 AY0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0545_STAMPING: U-314 1935
 AY0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0545+STABILITY: SURFACE MOTION
 AY0545
 AY0545  HISTORY     - Date     Condition        Report By
 AY0545  HISTORY     - 1935     MONUMENTED       CGS
 AY0545  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0545
 AY0545                          STATION DESCRIPTION
 AY0545
 AY0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY0545'1.1 MI E FROM CARPENTER.
 AY0545'1.1 MI. EAST OF AND ALONG S. P. R. R. 100 YDS. WEST OF MILE POLE 119.
 AY0545'14 YDS. NORTH OF CENTER LINE OF TRACK.  8 YDS. WEST OF CENTER LINE OF
 AY0545'CROSS ROAD.  IN EAST CORNER OF R. O. W.
 AY0545
 AY0545                          STATION RECOVERY (2003)
 AY0545
 AY0545'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2014 ***********************************************************************
 AX2014  DESIGNATION -  U 315
 AX2014  PID         -  AX2014
 AX2014  STATE/COUNTY-  TX/GONZALES
 AX2014  USGS QUAD   -  SAMPLE (1987)
 AX2014
 AX2014                         *CURRENT SURVEY CONTROL
 AX2014  ___________________________________________________________________
 AX2014* NAD 83(1986)-  29 13 47.     (N)    097 31 28.     (W)     SCALED    
 AX2014* NAVD 88     -        80.90   (+/-2cm)     265.4    (feet)  VERTCON   
 AX2014  ___________________________________________________________________
 AX2014  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AX2014
 AX2014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2014
 AX2014.The horizontal coordinates were scaled from a topographic map and have
 AX2014.an estimated accuracy of +/- 6 seconds.
 AX2014
 AX2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2014.The vertical order pertains to the NGVD 29 superseded value.
 AX2014
 AX2014.The geoid height was determined by GEOID03.
 AX2014
 AX2014;                    North         East    Units  Estimated Accuracy
 AX2014;SPC TXSC     - 4,155,660.      743,430.      MT  (+/- 180 meters Scaled)
 AX2014
 AX2014                          SUPERSEDED SURVEY CONTROL
 AX2014
 AX2014  NGVD 29 (??/??/92)   80.882  (m)          265.36   (f) ADJ UNCH    2 0
 AX2014
 AX2014.Superseded values are not recommended for survey control.
 AX2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2014.See file dsdata.txt to determine how the superseded data were derived.
 AX2014
 AX2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT434343(NAD 83)
 AX2014_MARKER: DB = BENCH MARK DISK
 AX2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2014_STAMPING: U-315 1935
 AX2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2014+STABILITY: SURFACE MOTION
 AX2014
 AX2014  HISTORY     - Date     Condition        Report By
 AX2014  HISTORY     - 1935     MONUMENTED       CGS
 AX2014
 AX2014                          STATION DESCRIPTION
 AX2014
 AX2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX2014'4.9 MI W FROM WESTHOFF.
 AX2014'4.9 MILES WEST OF AND ALONG S. P. R. R. 460 YDS. SOUTH OF MILE POLE
 AX2014'74.  16 YDS. EAST OF CENTER LINE OF TRACK.  121 YDS. SOUTH OF CENTER
 AX2014'LINE OF BRIDGE 73 E.  14 YDS. WEST OF CENTER LINE OF A TRAIL PARALLEL
 AX2014'TO TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1622 ***********************************************************************
 AN1622  DESIGNATION -  U 316
 AN1622  PID         -  AN1622
 AN1622  STATE/COUNTY-  TX/KARNES
 AN1622  USGS QUAD   -  KARNES CITY (1987)
 AN1622
 AN1622                         *CURRENT SURVEY CONTROL
 AN1622  ___________________________________________________________________
 AN1622* NAD 83(1986)-  28 56 15.     (N)    097 54 07.     (W)     SCALED    
 AN1622* NAVD 88     -        91.73   (+/-2cm)     301.0    (feet)  VERTCON   
 AN1622  ___________________________________________________________________
 AN1622  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AN1622
 AN1622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1622
 AN1622.The horizontal coordinates were scaled from a topographic map and have
 AN1622.an estimated accuracy of +/- 6 seconds.
 AN1622
 AN1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1622.The vertical order pertains to the NGVD 29 superseded value.
 AN1622
 AN1622.The geoid height was determined by GEOID03.
 AN1622
 AN1622;                    North         East    Units  Estimated Accuracy
 AN1622;SPC TXSC     - 4,122,870.      707,040.      MT  (+/- 180 meters Scaled)
 AN1622
 AN1622                          SUPERSEDED SURVEY CONTROL
 AN1622
 AN1622  NGVD 29 (??/??/92)   91.696  (m)          300.84   (f) ADJ UNCH    2 0
 AN1622
 AN1622.Superseded values are not recommended for survey control.
 AN1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1622.See file dsdata.txt to determine how the superseded data were derived.
 AN1622
 AN1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT070015(NAD 83)
 AN1622_MARKER: DB = BENCH MARK DISK
 AN1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1622_STAMPING: U 316 1935
 AN1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1622+STABILITY: SURFACE MOTION
 AN1622
 AN1622  HISTORY     - Date     Condition        Report By
 AN1622  HISTORY     - 1935     MONUMENTED       CGS
 AN1622  HISTORY     - 1960     MARK NOT FOUND   USGS
 AN1622
 AN1622                          STATION DESCRIPTION
 AN1622
 AN1622'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AN1622'0.7 MI W FROM PANNA MARIA.
 AN1622'0.7 MILE WEST ALONG A DIRT ROAD FROM PANNA MARIA, KARNES COUNTY,
 AN1622'THENCE ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 123.  42 FEET EAST OF
 AN1622'THE CENTER LINE OF THE OLD PANNA MARIA ROAD, AND 32 FEET SOUTHWEST OF
 AN1622'A FARMHOUSE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1955 ***********************************************************************
 BY1955  DESIGNATION -  U 318
 BY1955  PID         -  BY1955
 BY1955  STATE/COUNTY-  TX/HOUSTON
 BY1955  USGS QUAD   -  SAND RIDGE (1972)
 BY1955
 BY1955                         *CURRENT SURVEY CONTROL
 BY1955  ___________________________________________________________________
 BY1955* NAD 83(1986)-  31 05 09.     (N)    095 41 41.     (W)     SCALED    
 BY1955* NAVD 88     -        47.85   (+/-2cm)     157.0    (feet)  VERTCON   
 BY1955  ___________________________________________________________________
 BY1955  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1955
 BY1955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1955
 BY1955.The horizontal coordinates were scaled from a topographic map and have
 BY1955.an estimated accuracy of +/- 6 seconds.
 BY1955
 BY1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1955.The vertical order pertains to the NGVD 29 superseded value.
 BY1955
 BY1955.The geoid height was determined by GEOID03.
 BY1955
 BY1955;                    North         East    Units  Estimated Accuracy
 BY1955;SPC TX C     - 3,166,550.    1,142,430.      MT  (+/- 180 meters Scaled)
 BY1955
 BY1955                          SUPERSEDED SURVEY CONTROL
 BY1955
 BY1955  NGVD 29 (??/??/92)   47.855  (m)          157.00   (f) ADJ UNCH    2 0
 BY1955
 BY1955.Superseded values are not recommended for survey control.
 BY1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1955.See file dsdata.txt to determine how the superseded data were derived.
 BY1955
 BY1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ429422(NAD 83)
 BY1955_MARKER: DB = BENCH MARK DISK
 BY1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1955_STAMPING: U 318 1935
 BY1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1955+STABILITY: SURFACE MOTION
 BY1955
 BY1955  HISTORY     - Date     Condition        Report By
 BY1955  HISTORY     - 1935     MONUMENTED       CGS
 BY1955  HISTORY     - 1947     GOOD             NGS
 BY1955
 BY1955                          STATION DESCRIPTION
 BY1955
 BY1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1955'1.45 MI SW FROM SAND RIDGE.
 BY1955'1.45 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 21 FROM THE MURRAY FARMS
 BY1955'HEADQUARTERS NO. 1 AT SAND RIDGE, 0.6 MILE NORTHEAST OF THE STEEL SPAN
 BY1955'OF THE BRIDGE OVER THE TRINITY RIVER, 325.0 FEET NORTH OF THE
 BY1955'NORTHEAST END OF THE TRINITY RIVER BRIDGE WHICH IS AT THE TOP OF A
 BY1955'LEVEE, 67.5 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.2 FEET
 BY1955'SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 1.7 FOOT NORTHEAST OF A
 BY1955'REFERENCE POST, SET IN A CONCRETE POST ABOUT 4 FEET BELOW THE HIGHWAY
 BY1955'AND PROJECTING 0.1 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 5.4 MILES
 BY1955'NORTHEAST ALONG STATE HIGHWAY NO. 21 FROM THE POST OFFICE AT MIDWAY,
 BY1955'MADISON COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0517 ***********************************************************************
 BZ0517  DESIGNATION -  U 319
 BZ0517  PID         -  BZ0517
 BZ0517  STATE/COUNTY-  TX/FALLS
 BZ0517  USGS QUAD   -  REAGAN (1978)
 BZ0517
 BZ0517                         *CURRENT SURVEY CONTROL
 BZ0517  ___________________________________________________________________
 BZ0517* NAD 83(1986)-  31 14 44.     (N)    096 50 05.     (W)     SCALED    
 BZ0517* NAVD 88     -       109.92   (+/-2cm)     360.6    (feet)  VERTCON   
 BZ0517  ___________________________________________________________________
 BZ0517  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BZ0517
 BZ0517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0517
 BZ0517.The horizontal coordinates were scaled from a topographic map and have
 BZ0517.an estimated accuracy of +/- 6 seconds.
 BZ0517
 BZ0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0517.The vertical order pertains to the NGVD 29 superseded value.
 BZ0517
 BZ0517.The geoid height was determined by GEOID03.
 BZ0517
 BZ0517;                    North         East    Units  Estimated Accuracy
 BZ0517;SPC TX C     - 3,180,270.    1,033,180.      MT  (+/- 180 meters Scaled)
 BZ0517
 BZ0517                          SUPERSEDED SURVEY CONTROL
 BZ0517
 BZ0517  NGVD 29 (??/??/92)  109.881  (m)          360.50   (f) ADJ UNCH    2 0
 BZ0517
 BZ0517.Superseded values are not recommended for survey control.
 BZ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0517.See file dsdata.txt to determine how the superseded data were derived.
 BZ0517
 BZ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV062588(NAD 83)
 BZ0517_MARKER: DB = BENCH MARK DISK
 BZ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0517_STAMPING: U 319 1935
 BZ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0517+STABILITY: SURFACE MOTION
 BZ0517
 BZ0517  HISTORY     - Date     Condition        Report By
 BZ0517  HISTORY     - 1935     MONUMENTED       CGS
 BZ0517  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ0517  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0517
 BZ0517                          STATION DESCRIPTION
 BZ0517
 BZ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0517'3.5 MI N FROM REAGAN.
 BZ0517'3.5 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0517'STATION AT REAGAN, FALLS COUNTY, ABOUT 185 YARDS NORTH OF MILEPOST 12,
 BZ0517'AT A ROAD CROSSING, 37 FEET EAST OF THE CENTERLINE OF THE TRACK, 25
 BZ0517'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 7 FEET SOUTHWEST OF THE
 BZ0517'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED U 319 1935 AND
 BZ0517'SET IN THE TOP OF A CONCRETE POST.
 BZ0517
 BZ0517                          STATION RECOVERY (2001)
 BZ0517
 BZ0517'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0517'MARK NOT FOUND.
 BZ0517
 BZ0517                          STATION RECOVERY (2003)
 BZ0517
 BZ0517'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0094 ***********************************************************************
 AP0094  DESIGNATION -  U 32
 AP0094  PID         -  AP0094
 AP0094  STATE/COUNTY-  TX/MAVERICK
 AP0094  USGS QUAD   -  DEADMANS HILL (1974)
 AP0094
 AP0094                         *CURRENT SURVEY CONTROL
 AP0094  ___________________________________________________________________
 AP0094* NAD 83(1986)-  28 46 44.     (N)    100 28 13.     (W)     SCALED    
 AP0094* NAVD 88     -       238.278  (meters)     781.75   (feet)  ADJUSTED  
 AP0094  ___________________________________________________________________
 AP0094  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AP0094  DYNAMIC HT  -         237.923 (meters)     780.59  (feet)  COMP
 AP0094  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 AP0094
 AP0094  VERT ORDER  -  FIRST     CLASS II
 AP0094
 AP0094.The horizontal coordinates were scaled from a topographic map and have
 AP0094.an estimated accuracy of +/- 6 seconds.
 AP0094
 AP0094.The orthometric height was determined by differential leveling
 AP0094.and adjusted by the National Geodetic Survey in June 1991..
 AP0094.WARNING-Repeat measurements at this control monument indicate possible
 AP0094.vertical movement.
 AP0094
 AP0094.The geoid height was determined by GEOID03.
 AP0094
 AP0094.The dynamic height is computed by dividing the NAVD 88
 AP0094.geopotential number by the normal gravity value computed on the
 AP0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0094.degrees latitude (g = 980.6199 gals.).
 AP0094
 AP0094.The modeled gravity was interpolated from observed gravity values.
 AP0094
 AP0094;                    North         East    Units  Estimated Accuracy
 AP0094;SPC TXSC     - 4,105,700.      456,450.      MT  (+/- 180 meters Scaled)
 AP0094
 AP0094                          SUPERSEDED SURVEY CONTROL
 AP0094
 AP0094  NGVD 29 (??/??/92)  238.148  (m)          781.32   (f) ADJ UNCH    1 2
 AP0094
 AP0094.Superseded values are not recommended for survey control.
 AP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0094.See file dsdata.txt to determine how the superseded data were derived.
 AP0094
 AP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS564843(NAD 83)
 AP0094_MARKER: DB = BENCH MARK DISK
 AP0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0094_STAMPING: U 32 1917 ELEV 781.225 FT
 AP0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0094+STABILITY: SURFACE MOTION
 AP0094
 AP0094  HISTORY     - Date     Condition        Report By
 AP0094  HISTORY     - 1917     MONUMENTED       CGS
 AP0094  HISTORY     - 1957     GOOD             NGS
 AP0094  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0094
 AP0094                          STATION DESCRIPTION
 AP0094
 AP0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0094'5.1 MI N FROM EAGLE PASS.
 AP0094'5.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0094'STATION AT EAGLE PASS, 0.5 MILE SOUTH OF THE STATION SIGN AT OLMAN,
 AP0094'70.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE,
 AP0094'170 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 56.3 FEET SOUTHEAST
 AP0094'OF MILEPOST 28, 42.8 FEET EAST OF THE EAST RAIL, 1.7 FEET EAST OF A
 AP0094'WITNESS POST, AT THE WEST EDGE OF A SAMLL DITCH, SET IN THE TOP OF A
 AP0094'CONCRETE POST WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 AP0094
 AP0094                          STATION RECOVERY (1982)
 AP0094
 AP0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0094'SEARCHED FOR BUT NOT RECOVERED AT THIS TIME, BELIEVED TO BE DESTROYED
 AP0094'BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0536 ***********************************************************************
 BZ0536  DESIGNATION -  U 320
 BZ0536  PID         -  BZ0536
 BZ0536  STATE/COUNTY-  TX/LIMESTONE
 BZ0536  USGS QUAD   -  KOSSE EAST (1978)
 BZ0536
 BZ0536                         *CURRENT SURVEY CONTROL
 BZ0536  ___________________________________________________________________
 BZ0536* NAD 83(1986)-  31 21 35.     (N)    096 35 47.     (W)     SCALED    
 BZ0536* NAVD 88     -       133.31   (+/-2cm)     437.4    (feet)  VERTCON   
 BZ0536  ___________________________________________________________________
 BZ0536  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BZ0536
 BZ0536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0536
 BZ0536.The horizontal coordinates were scaled from a topographic map and have
 BZ0536.an estimated accuracy of +/- 6 seconds.
 BZ0536
 BZ0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0536.The vertical order pertains to the NGVD 29 superseded value.
 BZ0536
 BZ0536.The geoid height was determined by GEOID03.
 BZ0536
 BZ0536;                    North         East    Units  Estimated Accuracy
 BZ0536;SPC TX C     - 3,193,660.    1,055,450.      MT  (+/- 180 meters Scaled)
 BZ0536
 BZ0536                          SUPERSEDED SURVEY CONTROL
 BZ0536
 BZ0536  NGVD 29 (??/??/92)  133.272  (m)          437.24   (f) ADJ UNCH    2 0
 BZ0536
 BZ0536.Superseded values are not recommended for survey control.
 BZ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0536.See file dsdata.txt to determine how the superseded data were derived.
 BZ0536
 BZ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV286719(NAD 83)
 BZ0536_MARKER: DB = BENCH MARK DISK
 BZ0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0536_SP_SET: BRIDGE ABUTMENT
 BZ0536_STAMPING: U 320 1935
 BZ0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0536
 BZ0536  HISTORY     - Date     Condition        Report By
 BZ0536  HISTORY     - 1935     MONUMENTED       CGS
 BZ0536
 BZ0536                          STATION DESCRIPTION
 BZ0536
 BZ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0536'3.9 MI S FROM THORNTON.
 BZ0536'3.9 MI S OF AND ALONG THE SOUTHERN PACIFIC RR DISK IS SET HORIZONTALLY
 BZ0536'IN W END OF N STONE ABUTMENT OF BRIDGE NO. 157A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0717 ***********************************************************************
 BZ0717  DESIGNATION -  U 321
 BZ0717  PID         -  BZ0717
 BZ0717  STATE/COUNTY-  TX/MCLENNAN
 BZ0717  USGS QUAD   -  WACO EAST (1975)
 BZ0717
 BZ0717                         *CURRENT SURVEY CONTROL
 BZ0717  ___________________________________________________________________
 BZ0717* NAD 83(1986)-  31 34 51.     (N)    097 05 56.     (W)     SCALED    
 BZ0717* NAVD 88     -       125.234  (meters)     410.87   (feet)  ADJUSTED  
 BZ0717  ___________________________________________________________________
 BZ0717  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BZ0717  DYNAMIC HT  -         125.078 (meters)     410.36  (feet)  COMP
 BZ0717  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 BZ0717
 BZ0717  VERT ORDER  -  FIRST     CLASS II
 BZ0717
 BZ0717.The horizontal coordinates were scaled from a topographic map and have
 BZ0717.an estimated accuracy of +/- 6 seconds.
 BZ0717
 BZ0717.The orthometric height was determined by differential leveling
 BZ0717.and adjusted by the National Geodetic Survey in June 1991..
 BZ0717
 BZ0717.The geoid height was determined by GEOID03.
 BZ0717
 BZ0717.The dynamic height is computed by dividing the NAVD 88
 BZ0717.geopotential number by the normal gravity value computed on the
 BZ0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0717.degrees latitude (g = 980.6199 gals.).
 BZ0717
 BZ0717.The modeled gravity was interpolated from observed gravity values.
 BZ0717
 BZ0717;                    North         East    Units  Estimated Accuracy
 BZ0717;SPC TX C     - 3,216,660.    1,006,950.      MT  (+/- 180 meters Scaled)
 BZ0717
 BZ0717                          SUPERSEDED SURVEY CONTROL
 BZ0717
 BZ0717  NGVD 29 (??/??/92)  125.174  (m)          410.68   (f) ADJ UNCH    1 2
 BZ0717
 BZ0717.Superseded values are not recommended for survey control.
 BZ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0717.See file dsdata.txt to determine how the superseded data were derived.
 BZ0717
 BZ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV803955(NAD 83)
 BZ0717_MARKER: DB = BENCH MARK DISK
 BZ0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0717_SP_SET: CULVERT
 BZ0717_STAMPING: U 321 1935
 BZ0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0717
 BZ0717  HISTORY     - Date     Condition        Report By
 BZ0717  HISTORY     - 1935     MONUMENTED       CGS
 BZ0717  HISTORY     - 1980     POOR             NGS
 BZ0717  HISTORY     - 20010317 GOOD             USPSQD
 BZ0717
 BZ0717                          STATION DESCRIPTION
 BZ0717
 BZ0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0717'2.8 MI E FROM WACO.
 BZ0717'2.8 MILES EAST OF THE STATION ALONG THE M.K.T.R.R. SET HORIZONTAL IN
 BZ0717'THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE R.R. CULVERT.
 BZ0717
 BZ0717                          STATION RECOVERY (1980)
 BZ0717
 BZ0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0717'MARK RECOVERED IN POOR CONDITION.
 BZ0717
 BZ0717                          STATION RECOVERY (2001)
 BZ0717
 BZ0717'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0071 ***********************************************************************
 BN0071  DESIGNATION -  U 322
 BN0071  PID         -  BN0071
 BN0071  STATE/COUNTY-  TX/BLANCO
 BN0071  USGS QUAD   -  ROUND MOUNTAIN (1986)
 BN0071
 BN0071                         *CURRENT SURVEY CONTROL
 BN0071  ___________________________________________________________________
 BN0071* NAD 83(1986)-  30 26 22.     (N)    098 20 28.     (W)     SCALED    
 BN0071* NAVD 88     -       397.171  (meters)    1303.05   (feet)  ADJUSTED  
 BN0071  ___________________________________________________________________
 BN0071  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 BN0071  DYNAMIC HT  -         396.631 (meters)    1301.28  (feet)  COMP
 BN0071  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 BN0071
 BN0071  VERT ORDER  -  SECOND    CLASS 0
 BN0071
 BN0071.The horizontal coordinates were scaled from a topographic map and have
 BN0071.an estimated accuracy of +/- 6 seconds.
 BN0071
 BN0071.The orthometric height was determined by differential leveling
 BN0071.and adjusted by the National Geodetic Survey in June 1991..
 BN0071
 BN0071.The geoid height was determined by GEOID03.
 BN0071
 BN0071.The dynamic height is computed by dividing the NAVD 88
 BN0071.geopotential number by the normal gravity value computed on the
 BN0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0071.degrees latitude (g = 980.6199 gals.).
 BN0071
 BN0071.The modeled gravity was interpolated from observed gravity values.
 BN0071
 BN0071;                    North         East    Units  Estimated Accuracy
 BN0071;SPC TX C     - 3,087,380.      891,350.      MT  (+/- 180 meters Scaled)
 BN0071
 BN0071                          SUPERSEDED SURVEY CONTROL
 BN0071
 BN0071  NGVD 29 (??/??/92)  397.097  (m)         1302.81   (f) ADJ UNCH    2 0
 BN0071
 BN0071.Superseded values are not recommended for survey control.
 BN0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0071.See file dsdata.txt to determine how the superseded data were derived.
 BN0071
 BN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU632676(NAD 83)
 BN0071_MARKER: DB = BENCH MARK DISK
 BN0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0071_STAMPING: U 322 1935
 BN0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0071+STABILITY: SURFACE MOTION
 BN0071
 BN0071  HISTORY     - Date     Condition        Report By
 BN0071  HISTORY     - 1935     MONUMENTED       CGS
 BN0071  HISTORY     - 1953     GOOD             NGS
 BN0071  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0071
 BN0071                          STATION DESCRIPTION
 BN0071
 BN0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0071'10.2 MI S FROM MARBLE FALLS.
 BN0071'0.1 MILE EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT MARBLE
 BN0071'FALLS, THENCE 10.1 MILES SOUTH ALONG U.S. HIGHWAY 281, 75 YARDS NORTH
 BN0071'OF THE 281 TAVERN, 24 FEET SOUTH OF A FENCE CORNER, 52 FEET WEST OF
 BN0071'THE CENTER LINE OF THE HIGHWAY, 27 FEET WEST OF THE CENTER OF THE WEST
 BN0071'END OF A 4 X 4 FOOT CONCRETE CULVERT, 18 FEET NORTH OF THE CENTER LINE
 BN0071'OF A PRIVATE ROAD LEADING WEST, 1.4 FEET NORTHEAST OF A WITNESS POST,
 BN0071'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BN0071'GROUND.
 BN0071
 BN0071                          STATION RECOVERY (1967)
 BN0071
 BN0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0213 ***********************************************************************
 AY0213  DESIGNATION -  U 323
 AY0213  PID         -  AY0213
 AY0213  STATE/COUNTY-  TX/COMAL
 AY0213  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0213
 AY0213                         *CURRENT SURVEY CONTROL
 AY0213  ___________________________________________________________________
 AY0213* NAD 83(1986)-  29 42 10.     (N)    098 07 35.     (W)     SCALED    
 AY0213* NAVD 88     -       194.342  (meters)     637.60   (feet)  ADJUSTED  
 AY0213  ___________________________________________________________________
 AY0213  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY0213  DYNAMIC HT  -         194.064 (meters)     636.69  (feet)  COMP
 AY0213  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 AY0213
 AY0213  VERT ORDER  -  FIRST     CLASS II
 AY0213
 AY0213.The horizontal coordinates were scaled from a topographic map and have
 AY0213.an estimated accuracy of +/- 6 seconds.
 AY0213
 AY0213.The orthometric height was determined by differential leveling
 AY0213.and adjusted by the National Geodetic Survey in June 1991..
 AY0213
 AY0213.The geoid height was determined by GEOID03.
 AY0213
 AY0213.The dynamic height is computed by dividing the NAVD 88
 AY0213.geopotential number by the normal gravity value computed on the
 AY0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0213.degrees latitude (g = 980.6199 gals.).
 AY0213
 AY0213.The modeled gravity was interpolated from observed gravity values.
 AY0213
 AY0213;                    North         East    Units  Estimated Accuracy
 AY0213;SPC TXSC     - 4,207,500.      684,530.      MT  (+/- 180 meters Scaled)
 AY0213
 AY0213                          SUPERSEDED SURVEY CONTROL
 AY0213
 AY0213  NGVD 29 (??/??/92)  194.242  (m)          637.28   (f) ADJ UNCH    1 2
 AY0213
 AY0213.Superseded values are not recommended for survey control.
 AY0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0213.See file dsdata.txt to determine how the superseded data were derived.
 AY0213
 AY0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT845861(NAD 83)
 AY0213_MARKER: DB = BENCH MARK DISK
 AY0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0213_SP_SET: BALASTRADE
 AY0213_STAMPING: U 323 1935
 AY0213_MARK LOGO: CGS   
 AY0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY0213+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 AY0213
 AY0213  HISTORY     - Date     Condition        Report By
 AY0213  HISTORY     - 1935     MONUMENTED       CGS
 AY0213  HISTORY     - 1943     GOOD             NGS
 AY0213  HISTORY     - 1980     GOOD             NGS
 AY0213  HISTORY     - 1987     GOOD             USPSQD
 AY0213  HISTORY     - 19870607 GOOD             USPSQD
 AY0213  HISTORY     - 1988     GOOD             USPSQD
 AY0213  HISTORY     - 1989     GOOD             USPSQD
 AY0213  HISTORY     - 1989     GOOD             USPSQD
 AY0213  HISTORY     - 1990     GOOD             USPSQD
 AY0213  HISTORY     - 19930808 GOOD             USPSQD
 AY0213  HISTORY     - 19990925 GOOD             USPSQD
 AY0213  HISTORY     - 20020223 GOOD             NGS
 AY0213  HISTORY     - 20060719 GOOD             USPSQD
 AY0213
 AY0213                          STATION DESCRIPTION
 AY0213
 AY0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0213'IN NEW BRAUNFELS.
 AY0213'BENCH MARK IS AT THE U. S. POST OFFICE, AND SET HORIZONTALLY IN THE
 AY0213'TOP OF THE NORTH STONE BALUSTRADE OF THE MAIN ENTRANCE AT NORTH
 AY0213'CASTELL AVENUE.  A DISK SET IN DRILL HOLE.
 AY0213
 AY0213                          STATION RECOVERY (1980)
 AY0213
 AY0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0213'RECOVERED IN GOOD CONDITION.
 AY0213
 AY0213                          STATION RECOVERY (1987)
 AY0213
 AY0213'RECOVERY NOTE BY US POWER SQUADRON 1987 (RB)
 AY0213'RECOVERED IN GOOD CONDITION.
 AY0213
 AY0213                          STATION RECOVERY (1987)
 AY0213
 AY0213'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AY0213'RECOVERED IN GOOD CONDITION.
 AY0213
 AY0213                          STATION RECOVERY (1988)
 AY0213
 AY0213'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0213'RECOVERED IN GOOD CONDITION.
 AY0213
 AY0213                          STATION RECOVERY (1989)
 AY0213
 AY0213'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0213'RECOVERED IN GOOD CONDITION.
 AY0213
 AY0213                          STATION RECOVERY (1989)
 AY0213
 AY0213'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY0213'RECOVERED IN GOOD CONDITION.
 AY0213
 AY0213                          STATION RECOVERY (1990)
 AY0213
 AY0213'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY0213'RECOVERED IN GOOD CONDITION.
 AY0213
 AY0213                          STATION RECOVERY (1993)
 AY0213
 AY0213'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0213'RECOVERED IN GOOD CONDITION.
 AY0213
 AY0213                          STATION RECOVERY (1999)
 AY0213
 AY0213'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0213'RECOVERED IN GOOD CONDITION.
 AY0213
 AY0213                          STATION RECOVERY (2002)
 AY0213
 AY0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AY0213'FORMER POST OFFICE IS NOW THE RECORDER COMPANY, 1 BLOCK NORTHEAST OF
 AY0213'RAILROAD AND 0.07 MILES NORTHWEST OF FORMER US 81 = ANTONIO BLVD.
 AY0213'DISK IS ADJACENT TO UNSTAMPED USAF GRAVITY DISK FOR STATION 'NEW
 AY0213'BRAUNFELS E.'
 AY0213
 AY0213                          STATION RECOVERY (2006)
 AY0213
 AY0213'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0901 ***********************************************************************
 AY0901  DESIGNATION -  U 324
 AY0901  PID         -  AY0901
 AY0901  STATE/COUNTY-  TX/ATASCOSA
 AY0901  USGS QUAD   -  POTEET (1968)
 AY0901
 AY0901                         *CURRENT SURVEY CONTROL
 AY0901  ___________________________________________________________________
 AY0901* NAD 83(1986)-  29 00 06.     (N)    098 34 23.     (W)     SCALED    
 AY0901* NAVD 88     -       138.120  (meters)     453.15   (feet)  ADJUSTED  
 AY0901  ___________________________________________________________________
 AY0901  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AY0901  DYNAMIC HT  -         137.921 (meters)     452.50  (feet)  COMP
 AY0901  MODELED GRAV-     979,200.0   (mgal)                       NAVD 88
 AY0901
 AY0901  VERT ORDER  -  SECOND    CLASS 0
 AY0901
 AY0901.The horizontal coordinates were scaled from a topographic map and have
 AY0901.an estimated accuracy of +/- 6 seconds.
 AY0901
 AY0901.The orthometric height was determined by differential leveling
 AY0901.and adjusted by the National Geodetic Survey in June 1991..
 AY0901
 AY0901.The geoid height was determined by GEOID03.
 AY0901
 AY0901.The dynamic height is computed by dividing the NAVD 88
 AY0901.geopotential number by the normal gravity value computed on the
 AY0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0901.degrees latitude (g = 980.6199 gals.).
 AY0901
 AY0901.The modeled gravity was interpolated from observed gravity values.
 AY0901
 AY0901;                    North         East    Units  Estimated Accuracy
 AY0901;SPC TXSC     - 4,129,560.      641,600.      MT  (+/- 180 meters Scaled)
 AY0901
 AY0901                          SUPERSEDED SURVEY CONTROL
 AY0901
 AY0901  NGVD 29 (??/??/92)  138.06   (m)          453.0    (f) COMPUTED    2 0
 AY0901
 AY0901.Superseded values are not recommended for survey control.
 AY0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0901.See file dsdata.txt to determine how the superseded data were derived.
 AY0901
 AY0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT415082(NAD 83)
 AY0901_MARKER: DB = BENCH MARK DISK
 AY0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0901_STAMPING: U 324 1935
 AY0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0901+STABILITY: SURFACE MOTION
 AY0901
 AY0901  HISTORY     - Date     Condition        Report By
 AY0901  HISTORY     - 1934     MONUMENTED       CGS
 AY0901  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AY0901  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY0901
 AY0901                          STATION DESCRIPTION
 AY0901
 AY0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AY0901'2.4 MI S FROM POTEET.
 AY0901'2.4 MILES SOUTH OF AND ALONG THE M.P.R.R.  ABOUT 665 YARDS SOUTH OF
 AY0901'MILE POST 22.  AT A FENCE CORNER.  56 FEET EAST OF CENTER OF THE
 AY0901'TRACK.
 AY0901
 AY0901                          STATION RECOVERY (1997)
 AY0901
 AY0901'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0901'MARK NOT FOUND.
 AY0901
 AY0901                          STATION RECOVERY (2005)
 AY0901
 AY0901'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AY0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0229 ***********************************************************************
 BM0229  DESIGNATION -  U 325
 BM0229  PID         -  BM0229
 BM0229  STATE/COUNTY-  TX/WASHINGTON
 BM0229  USGS QUAD   -  BURTON (1989)
 BM0229
 BM0229                         *CURRENT SURVEY CONTROL
 BM0229  ___________________________________________________________________
 BM0229* NAD 83(1986)-  30 09 57.     (N)    096 34 03.     (W)     SCALED    
 BM0229* NAVD 88     -       106.38   (+/-2cm)     349.0    (feet)  VERTCON   
 BM0229  ___________________________________________________________________
 BM0229  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BM0229
 BM0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0229
 BM0229.The horizontal coordinates were scaled from a topographic map and have
 BM0229.an estimated accuracy of +/- 6 seconds.
 BM0229
 BM0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0229.The vertical order pertains to the NGVD 29 superseded value.
 BM0229
 BM0229.The geoid height was determined by GEOID03.
 BM0229
 BM0229;                    North         East    Units  Estimated Accuracy
 BM0229;SPC TX C     - 3,061,480.    1,062,670.      MT  (+/- 180 meters Scaled)
 BM0229
 BM0229                          SUPERSEDED SURVEY CONTROL
 BM0229
 BM0229  NGVD 29 (??/??/92)  106.328  (m)          348.84   (f) ADJ UNCH    2 0
 BM0229
 BM0229.Superseded values are not recommended for survey control.
 BM0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0229.See file dsdata.txt to determine how the superseded data were derived.
 BM0229
 BM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU342396(NAD 83)
 BM0229_MARKER: DB = BENCH MARK DISK
 BM0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0229_STAMPING: U 325 1935
 BM0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0229+STABILITY: SURFACE MOTION
 BM0229
 BM0229  HISTORY     - Date     Condition        Report By
 BM0229  HISTORY     - 1935     MONUMENTED       CGS
 BM0229  HISTORY     - 1954     GOOD             NGS
 BM0229  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0229  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0229
 BM0229                          STATION DESCRIPTION
 BM0229
 BM0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0229'2.0 MI E FROM BURTON.
 BM0229'2.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0229'STATION AT BURTON, 7 POLES EAST OF MILEPOST 32, 47 FEET NORTH OF THE
 BM0229'CENTER OF A PRIVATE ROAD CROSSING, 43 FEET NORTH OF THE NORTH RAIL, 29
 BM0229'FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 3 FEET EAST OF A WITNESS
 BM0229'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 BM0229'THE GROUND.
 BM0229
 BM0229                          STATION RECOVERY (1994)
 BM0229
 BM0229'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0229'MARK NOT FOUND.
 BM0229
 BM0229                          STATION RECOVERY (1999)
 BM0229
 BM0229'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0243 ***********************************************************************
 BM0243  DESIGNATION -  U 326
 BM0243  PID         -  BM0243
 BM0243  STATE/COUNTY-  TX/LEE
 BM0243  USGS QUAD   -  GIDDINGS (1988)
 BM0243
 BM0243                         *CURRENT SURVEY CONTROL
 BM0243  ___________________________________________________________________
 BM0243* NAD 83(1986)-  30 11 15.     (N)    096 59 44.     (W)     SCALED    
 BM0243* NAVD 88     -       153.79   (+/-2cm)     504.6    (feet)  VERTCON   
 BM0243  ___________________________________________________________________
 BM0243  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BM0243
 BM0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0243
 BM0243.The horizontal coordinates were scaled from a topographic map and have
 BM0243.an estimated accuracy of +/- 6 seconds.
 BM0243
 BM0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0243.The vertical order pertains to the NGVD 29 superseded value.
 BM0243
 BM0243.The geoid height was determined by GEOID03.
 BM0243
 BM0243;                    North         East    Units  Estimated Accuracy
 BM0243;SPC TX C     - 3,062,560.    1,021,390.      MT  (+/- 180 meters Scaled)
 BM0243
 BM0243                          SUPERSEDED SURVEY CONTROL
 BM0243
 BM0243  NGVD 29 (??/??/92)  153.726  (m)          504.35   (f) ADJ UNCH    2 0
 BM0243
 BM0243.Superseded values are not recommended for survey control.
 BM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0243.See file dsdata.txt to determine how the superseded data were derived.
 BM0243
 BM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU929412(NAD 83)
 BM0243_MARKER: DB = BENCH MARK DISK
 BM0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0243_STAMPING: U 326 1935
 BM0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0243+STABILITY: SURFACE MOTION
 BM0243
 BM0243  HISTORY     - Date     Condition        Report By
 BM0243  HISTORY     - 1935     MONUMENTED       CGS
 BM0243  HISTORY     - 1938     GOOD             NGS
 BM0243
 BM0243                          STATION DESCRIPTION
 BM0243
 BM0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0243'3.5 MI W FROM GIDDINGS.
 BM0243'3.5 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0243'GIDDINGS, LEE COUNTY, 147 YARDS WEST OF MILEPOST 59, 46 YARDS NORTH OF
 BM0243'THE CENTERLINE OF STATE HIGHWAY 20, 45 FEET WEST OF AN OLD ROAD
 BM0243'CROSSING, 48 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND AT A FENCE
 BM0243'CORNER.  A STANDARD DISK, STAMPED U 326 1935 AND SET IN THE TOP OF A
 BM0243'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0370 ***********************************************************************
 BM0370  DESIGNATION -  U 327
 BM0370  PID         -  BM0370
 BM0370  STATE/COUNTY-  TX/MILAM
 BM0370  USGS QUAD   -  ROGERS (1976)
 BM0370
 BM0370                         *CURRENT SURVEY CONTROL
 BM0370  ___________________________________________________________________
 BM0370* NAD 83(1986)-  30 52 34.     (N)    097 08 13.     (W)     SCALED    
 BM0370* NAVD 88     -       155.56   (+/-2cm)     510.4    (feet)  VERTCON   
 BM0370  ___________________________________________________________________
 BM0370  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BM0370
 BM0370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0370
 BM0370.The horizontal coordinates were scaled from a topographic map and have
 BM0370.an estimated accuracy of +/- 6 seconds.
 BM0370
 BM0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0370.The vertical order pertains to the NGVD 29 superseded value.
 BM0370
 BM0370.The geoid height was determined by GEOID03.
 BM0370
 BM0370;                    North         East    Units  Estimated Accuracy
 BM0370;SPC TX C     - 3,138,460.    1,005,590.      MT  (+/- 180 meters Scaled)
 BM0370
 BM0370                          SUPERSEDED SURVEY CONTROL
 BM0370
 BM0370  NGVD 29 (??/??/92)  155.489  (m)          510.13   (f) ADJ UNCH    2 0
 BM0370
 BM0370.Superseded values are not recommended for survey control.
 BM0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0370.See file dsdata.txt to determine how the superseded data were derived.
 BM0370
 BM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV781173(NAD 83)
 BM0370_MARKER: DB = BENCH MARK DISK
 BM0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0370_STAMPING: U 327 1935
 BM0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0370+STABILITY: SURFACE MOTION
 BM0370
 BM0370  HISTORY     - Date     Condition        Report By
 BM0370  HISTORY     - 1935     MONUMENTED       CGS
 BM0370  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0370
 BM0370                          STATION DESCRIPTION
 BM0370
 BM0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0370'1.1 MI NW FROM BUCKHOLTS.
 BM0370'1.1 MILES NW OF AND ALONG THE SANTE FE R R 115 YARDS NW OF MILEPOST
 BM0370'198.  44 FEET N OF CENTER OF TRACK.  34 FEET S OF CENTER OF STATE HWY.
 BM0370'IN A FENCE CORNER AT A ROAD CROSSING.
 BM0370
 BM0370                          STATION RECOVERY (1999)
 BM0370
 BM0370'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0654 ***********************************************************************
 BM0654  DESIGNATION -  U 328
 BM0654  PID         -  BM0654
 BM0654  STATE/COUNTY-  TX/TRAVIS
 BM0654  USGS QUAD   -  OAK HILL (1988)
 BM0654
 BM0654                         *CURRENT SURVEY CONTROL
 BM0654  ___________________________________________________________________
 BM0654* NAD 83(1986)-  30 13 47.     (N)    097 46 33.     (W)     SCALED    
 BM0654* NAVD 88     -       190.039  (meters)     623.49   (feet)  ADJUSTED  
 BM0654  ___________________________________________________________________
 BM0654  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BM0654  DYNAMIC HT  -         189.778 (meters)     622.63  (feet)  COMP
 BM0654  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 BM0654
 BM0654  VERT ORDER  -  FIRST     CLASS II
 BM0654
 BM0654.The horizontal coordinates were scaled from a topographic map and have
 BM0654.an estimated accuracy of +/- 6 seconds.
 BM0654
 BM0654.The orthometric height was determined by differential leveling
 BM0654.and adjusted by the National Geodetic Survey in June 1991..
 BM0654.WARNING-Repeat measurements at this control monument indicate possible
 BM0654.vertical movement.
 BM0654
 BM0654.The geoid height was determined by GEOID03.
 BM0654
 BM0654.The dynamic height is computed by dividing the NAVD 88
 BM0654.geopotential number by the normal gravity value computed on the
 BM0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0654.degrees latitude (g = 980.6199 gals.).
 BM0654
 BM0654.The modeled gravity was interpolated from observed gravity values.
 BM0654
 BM0654;                    North         East    Units  Estimated Accuracy
 BM0654;SPC TX C     - 3,065,250.      946,170.      MT  (+/- 180 meters Scaled)
 BM0654
 BM0654                          SUPERSEDED SURVEY CONTROL
 BM0654
 BM0654  NGVD 29 (??/??/92)  189.965  (m)          623.24   (f) ADJ UNCH    1 2
 BM0654
 BM0654.Superseded values are not recommended for survey control.
 BM0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0654.See file dsdata.txt to determine how the superseded data were derived.
 BM0654
 BM0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU178448(NAD 83)
 BM0654_MARKER: DB = BENCH MARK DISK
 BM0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0654_STAMPING: U 328 1935
 BM0654_MARK LOGO: CGS   
 BM0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0654+STABILITY: SURFACE MOTION
 BM0654
 BM0654  HISTORY     - Date     Condition        Report By
 BM0654  HISTORY     - 1935     MONUMENTED       CGS
 BM0654  HISTORY     - 1973     GOOD             NGS
 BM0654  HISTORY     - 1978     GOOD             NGS
 BM0654  HISTORY     - 1980     GOOD             NGS
 BM0654  HISTORY     - 19860601 MARK NOT FOUND   USGS
 BM0654  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0654  HISTORY     - 19910222 MARK NOT FOUND   USPSQD
 BM0654
 BM0654                          STATION DESCRIPTION
 BM0654
 BM0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0654'1.45 MI SE FROM AUSTIN.
 BM0654'ABOUT 1.25 MILES SOUTHEAST ALONG U. S. HIGHWAY 290 AND STATE HIGHWAY
 BM0654'71 FROM THE INTERSECTION OF HIGHWAYS LOOP 360 AND 343 AT AUSTIN,
 BM0654'THENCE ABOUT 0.2 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD, 22.0
 BM0654'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 32 FEET SOUTHWEST OF THE
 BM0654'CENTER OF THE CROSSING OF BANNISTER LANE, 25 1/2 FEET SOUTH OF THE
 BM0654'CENTER LINE OF BANNISTER LANE, 29 FEET NORTHEAST OF TELEPHONE POLE
 BM0654'120JA62, 6 FEET WEST OF THE CONCRETE FOUNDATION FOR A RAILROAD SIGNAL
 BM0654'LIGHT, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 BM0654'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BM0654'THE GROUND.
 BM0654
 BM0654                          STATION RECOVERY (1978)
 BM0654
 BM0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0654'RECOVERED IN GOOD CONDITION.
 BM0654
 BM0654                          STATION RECOVERY (1980)
 BM0654
 BM0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0654'RECOVERED IN GOOD CONDITION.
 BM0654
 BM0654                          STATION RECOVERY (1986)
 BM0654
 BM0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 BM0654'MARK NOT FOUND.
 BM0654
 BM0654                          STATION RECOVERY (1990)
 BM0654
 BM0654'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0654'MARK NOT FOUND.
 BM0654
 BM0654                          STATION RECOVERY (1991)
 BM0654
 BM0654'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2326 ***********************************************************************
 AX2326  DESIGNATION -  U 329
 AX2326  PID         -  AX2326
 AX2326  STATE/COUNTY-  TX/GUADALUPE
 AX2326  USGS QUAD   -  SEGUIN (1994)
 AX2326
 AX2326                         *CURRENT SURVEY CONTROL
 AX2326  ___________________________________________________________________
 AX2326* NAD 83(1986)-  29 37 13.     (N)    097 53 40.     (W)     SCALED    
 AX2326* NAVD 88     -       157.56   (+/-2cm)     516.9    (feet)  VERTCON   
 AX2326  ___________________________________________________________________
 AX2326  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2326
 AX2326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2326
 AX2326.The horizontal coordinates were scaled from a topographic map and have
 AX2326.an estimated accuracy of +/- 6 seconds.
 AX2326
 AX2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2326.The vertical order pertains to the NGVD 29 superseded value.
 AX2326
 AX2326.The geoid height was determined by GEOID03.
 AX2326
 AX2326;                    North         East    Units  Estimated Accuracy
 AX2326;SPC TXSC     - 4,198,550.      707,060.      MT  (+/- 180 meters Scaled)
 AX2326
 AX2326                          SUPERSEDED SURVEY CONTROL
 AX2326
 AX2326  NGVD 29 (??/??/92)  157.486  (m)          516.69   (f) ADJ UNCH    2 0
 AX2326
 AX2326.Superseded values are not recommended for survey control.
 AX2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2326.See file dsdata.txt to determine how the superseded data were derived.
 AX2326
 AX2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT070772(NAD 83)
 AX2326_MARKER: DB = BENCH MARK DISK
 AX2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2326_STAMPING: U 329 1935
 AX2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2326+STABILITY: SURFACE MOTION
 AX2326
 AX2326  HISTORY     - Date     Condition        Report By
 AX2326  HISTORY     - 1935     MONUMENTED       CGS
 AX2326  HISTORY     - 1959     GOOD             DOD
 AX2326  HISTORY     - 1988     GOOD             USPSQD
 AX2326  HISTORY     - 19880411 GOOD             USPSQD
 AX2326  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2326  HISTORY     - 19990925 GOOD             USPSQD
 AX2326
 AX2326                          STATION DESCRIPTION
 AX2326
 AX2326'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2326'4.4 MI W FROM KINGSBURY.
 AX2326'290 FEET EAST-NORTHEAST OF THE RAILROAD BRIDGE OVER A DRAINAGE SLOUGH
 AX2326'(12 FEET TO THE BOTTOM OF THE SLOUGH), 70 FEET SOUTHEAST OF THE
 AX2326'CENTERLINE OF THE TRACK, 35 FEET NORTHWEST OF THE CENTERLINE OF THE
 AX2326'NORTHEAST-TO-SOUTH TRAIL AT A CURVE, AND 23 FEET SOUTHWEST OF THE
 AX2326'SOUTHWEST EDGE OF A LONE TREE.  THE MARK PROJECTS 0.2 FOOT ABOVE
 AX2326'GROUND.  NOTE-- 1935 DESCRIPTION-- 4.4 MILES WEST ALONG THE TEXAS AND
 AX2326'NEW ORLEANS RAILROAD FROM THE STATION AT KINGSBURY, GUADALUPE COUNTY,
 AX2326'70 YARDS EAST OF BRIDGE 169 A, 57 YARDS EAST OF MILEPOST 169, 70 FEET
 AX2326'SOUTH OF THE CENTERLINE OF THE TRACK, AND AT THE RAILWAY FENCE LINE.
 AX2326
 AX2326                          STATION RECOVERY (1988)
 AX2326
 AX2326'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2326'RECOVERED IN GOOD CONDITION.
 AX2326
 AX2326                          STATION RECOVERY (1988)
 AX2326
 AX2326'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AX2326'RECOVERED IN GOOD CONDITION.
 AX2326
 AX2326                          STATION RECOVERY (1993)
 AX2326
 AX2326'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2326'MARK NOT FOUND.
 AX2326
 AX2326                          STATION RECOVERY (1999)
 AX2326
 AX2326'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1333 ***********************************************************************
 AY1333  DESIGNATION -  U 33
 AY1333  PID         -  AY1333
 AY1333  STATE/COUNTY-  TX/UVALDE
 AY1333  USGS QUAD   -  BLANCO LAKE (1971)
 AY1333
 AY1333                         *CURRENT SURVEY CONTROL
 AY1333  ___________________________________________________________________
 AY1333* NAD 83(1986)-  29 19 07.     (N)    099 33 15.     (W)     SCALED    
 AY1333* NAVD 88     -       288.620  (meters)     946.91   (feet)  ADJUSTED  
 AY1333  ___________________________________________________________________
 AY1333  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AY1333  DYNAMIC HT  -         288.200 (meters)     945.54  (feet)  COMP
 AY1333  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1333
 AY1333  VERT ORDER  -  FIRST     CLASS II
 AY1333
 AY1333.The horizontal coordinates were scaled from a topographic map and have
 AY1333.an estimated accuracy of +/- 6 seconds.
 AY1333
 AY1333.The orthometric height was determined by differential leveling
 AY1333.and adjusted by the National Geodetic Survey in June 1991..
 AY1333
 AY1333.The geoid height was determined by GEOID03.
 AY1333
 AY1333.The dynamic height is computed by dividing the NAVD 88
 AY1333.geopotential number by the normal gravity value computed on the
 AY1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1333.degrees latitude (g = 980.6199 gals.).
 AY1333
 AY1333.The modeled gravity was interpolated from observed gravity values.
 AY1333
 AY1333;                    North         East    Units  Estimated Accuracy
 AY1333;SPC TXSC     - 4,164,740.      546,180.      MT  (+/- 180 meters Scaled)
 AY1333
 AY1333                          SUPERSEDED SURVEY CONTROL
 AY1333
 AY1333  NGVD 29 (??/??/92)  288.489  (m)          946.48   (f) ADJ UNCH    1 2
 AY1333
 AY1333.Superseded values are not recommended for survey control.
 AY1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1333.See file dsdata.txt to determine how the superseded data were derived.
 AY1333
 AY1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT461434(NAD 83)
 AY1333_MARKER: DB = BENCH MARK DISK
 AY1333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1333_SP_SET: ABUTMENT
 AY1333_STAMPING: U 33 1917 ELEV 946.484 FT
 AY1333_MARK LOGO: CGS   
 AY1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1333
 AY1333  HISTORY     - Date     Condition        Report By
 AY1333  HISTORY     - 1917     MONUMENTED       CGS
 AY1333  HISTORY     - 1957     GOOD             NGS
 AY1333  HISTORY     - 1982     GOOD             NGS
 AY1333  HISTORY     - 1987     POOR             USPSQD
 AY1333  HISTORY     - 1988     GOOD             USPSQD
 AY1333
 AY1333                          STATION DESCRIPTION
 AY1333
 AY1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1333'5.35 MI NE FROM KNIPPA.
 AY1333'5.35 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1333'STATION AT KNIPPA, 5.5 FEET SOUTH OF THE SOUTH RAIL, AT MILEPOST 285,
 AY1333'1.0 MILE WEST OF BENCH MARK C 1092, SET IN THE TOP OF THE SOUTH END OF
 AY1333'THE WEST STONE ABUTMENT OF A STEEL BRIDGE OVER THE BLANCO RIVER.
 AY1333
 AY1333                          STATION RECOVERY (1982)
 AY1333
 AY1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1333'RECOVERED THIS DATE, NOTE, 8.9 KM (5.5 MI) NORTHEAST ALONG U.S.
 AY1333'HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 1049 SOUTH IN KNIPPA.
 AY1333
 AY1333                          STATION RECOVERY (1987)
 AY1333
 AY1333'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1333'MARK RECOVERED IN POOR CONDITION.
 AY1333
 AY1333                          STATION RECOVERY (1988)
 AY1333
 AY1333'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0643 ***********************************************************************
 AX0643  DESIGNATION -  U 330
 AX0643  PID         -  AX0643
 AX0643  STATE/COUNTY-  TX/JACKSON
 AX0643  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0643
 AX0643                         *CURRENT SURVEY CONTROL
 AX0643  ___________________________________________________________________
 AX0643* NAD 83(1986)-  29 05 25.     (N)    096 43 42.     (W)     SCALED    
 AX0643* NAVD 88     -        29.758  (meters)      97.63   (feet)  ADJUSTED  
 AX0643  ___________________________________________________________________
 AX0643  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0643  DYNAMIC HT  -          29.715 (meters)      97.49  (feet)  COMP
 AX0643  MODELED GRAV-     979,220.6   (mgal)                       NAVD 88
 AX0643
 AX0643  VERT ORDER  -  FIRST     CLASS I
 AX0643
 AX0643.The horizontal coordinates were scaled from a topographic map and have
 AX0643.an estimated accuracy of +/- 6 seconds.
 AX0643
 AX0643.The orthometric height was determined by differential leveling
 AX0643.and adjusted by the National Geodetic Survey in June 1991..
 AX0643
 AX0643.The geoid height was determined by GEOID03.
 AX0643
 AX0643.The dynamic height is computed by dividing the NAVD 88
 AX0643.geopotential number by the normal gravity value computed on the
 AX0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0643.degrees latitude (g = 980.6199 gals.).
 AX0643
 AX0643.The modeled gravity was interpolated from observed gravity values.
 AX0643
 AX0643;                    North         East    Units  Estimated Accuracy
 AX0643;SPC TXSC     - 4,141,450.      821,110.      MT  (+/- 180 meters Scaled)
 AX0643
 AX0643                          SUPERSEDED SURVEY CONTROL
 AX0643
 AX0643  NGVD 29 (??/??/92)   29.770  (m)           97.67   (f) ADJ UNCH    1 1
 AX0643
 AX0643.Superseded values are not recommended for survey control.
 AX0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0643.See file dsdata.txt to determine how the superseded data were derived.
 AX0643
 AX0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT210201(NAD 83)
 AX0643_MARKER: DB = BENCH MARK DISK
 AX0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0643_STAMPING: U 330 1935
 AX0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0643+STABILITY: SURFACE MOTION
 AX0643
 AX0643  HISTORY     - Date     Condition        Report By
 AX0643  HISTORY     - 1935     MONUMENTED       CGS
 AX0643  HISTORY     - 1972     GOOD             NGS
 AX0643
 AX0643                          STATION DESCRIPTION
 AX0643
 AX0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0643'3.45 MI SE FROM MORALES.
 AX0643'ABOUT 0.15 MILE WEST ALONG OLD MORALES ROAD FROM THE MORALES BAPTIST
 AX0643'CHURCH AT MORALES, THENCE 3.25 MILES SOUTHEAST ALONG STATE HIGHWAY
 AX0643'111, THENCE 0.05 MILE NORTHEAST ALONG A PRIVATE ROAD, 362 FEET
 AX0643'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 78 FEET SOUTHEAST OF THE
 AX0643'CENTER LINE OF A PRIVATE DRIVEWAY, 72.7 FEET SOUTHWEST OF THE SOUTH
 AX0643'CORNER OF A ONE-STORY HOUSE, 33.6 FEET WEST OF THE SOUTH CORNER OF A
 AX0643'STEEL FENCE AROUND A YARD, 21 1/2 FEET SOUTHWEST OF A POWER LINE POLE,
 AX0643'ABOUT LEVEL WITH THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST
 AX0643'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1802 ***********************************************************************
 AN1802  DESIGNATION -  U 332
 AN1802  PID         -  AN1802
 AN1802  STATE/COUNTY-  TX/GOLIAD
 AN1802  USGS QUAD   -  BERCLAIR (1987)
 AN1802
 AN1802                         *CURRENT SURVEY CONTROL
 AN1802  ___________________________________________________________________
 AN1802* NAD 83(1986)-  28 33 26.     (N)    097 32 18.     (W)     SCALED    
 AN1802* NAVD 88     -        56.07   (+/-2cm)     184.0    (feet)  VERTCON   
 AN1802  ___________________________________________________________________
 AN1802  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN1802
 AN1802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1802
 AN1802.The horizontal coordinates were scaled from a topographic map and have
 AN1802.an estimated accuracy of +/- 6 seconds.
 AN1802
 AN1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1802.The vertical order pertains to the NGVD 29 superseded value.
 AN1802
 AN1802.The geoid height was determined by GEOID03.
 AN1802
 AN1802;                    North         East    Units  Estimated Accuracy
 AN1802;SPC TXSC     - 4,081,120.      743,020.      MT  (+/- 180 meters Scaled)
 AN1802
 AN1802                          SUPERSEDED SURVEY CONTROL
 AN1802
 AN1802  NGVD 29 (??/??/92)   56.116  (m)          184.11   (f) ADJ UNCH    2 0
 AN1802
 AN1802.Superseded values are not recommended for survey control.
 AN1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1802.See file dsdata.txt to determine how the superseded data were derived.
 AN1802
 AN1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS429598(NAD 83)
 AN1802_MARKER: DB = BENCH MARK DISK
 AN1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1802_STAMPING: U 332 1935
 AN1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1802+STABILITY: SURFACE MOTION
 AN1802
 AN1802  HISTORY     - Date     Condition        Report By
 AN1802  HISTORY     - 1935     MONUMENTED       CGS
 AN1802
 AN1802                          STATION DESCRIPTION
 AN1802
 AN1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1802'3.7 MI NE FROM BERCLAIR.
 AN1802'3.7 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1802'STATION AT BERCLAIR, GOLIAD COUNTY, 15.1 FEET NORTH OF THE SECOND POLE
 AN1802'SOUTHWEST OF MILEPOST 129, 46.5 FEET NORTHWEST OF THE CENTER LINE OF
 AN1802'THE TRACK, 3.9 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 2.6 FEET
 AN1802'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET LOWER
 AN1802'THAN THE TRACK.  SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 AN1802'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1060 ***********************************************************************
 AX1060  DESIGNATION -  U 333
 AX1060  PID         -  AX1060
 AX1060  STATE/COUNTY-  TX/FAYETTE
 AX1060  USGS QUAD   -  ELLINGER (1981)
 AX1060
 AX1060                         *CURRENT SURVEY CONTROL
 AX1060  ___________________________________________________________________
 AX1060* NAD 83(1986)-  29 50 57.     (N)    096 43 07.     (W)     SCALED    
 AX1060* NAVD 88     -        88.09   (+/-2cm)     289.0    (feet)  VERTCON   
 AX1060  ___________________________________________________________________
 AX1060  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1060
 AX1060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1060
 AX1060.The horizontal coordinates were scaled from a topographic map and have
 AX1060.an estimated accuracy of +/- 6 seconds.
 AX1060
 AX1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1060.The vertical order pertains to the NGVD 29 superseded value.
 AX1060
 AX1060.The geoid height was determined by GEOID03.
 AX1060
 AX1060;                    North         East    Units  Estimated Accuracy
 AX1060;SPC TXSC     - 4,225,560.      820,420.      MT  (+/- 180 meters Scaled)
 AX1060
 AX1060                          SUPERSEDED SURVEY CONTROL
 AX1060
 AX1060  NGVD 29 (??/??/92)   88.056  (m)          288.90   (f) ADJ UNCH    2 0
 AX1060
 AX1060.Superseded values are not recommended for survey control.
 AX1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1060.See file dsdata.txt to determine how the superseded data were derived.
 AX1060
 AX1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU203042(NAD 83)
 AX1060_MARKER: DB = BENCH MARK DISK
 AX1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1060_STAMPING: U 333 1935
 AX1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1060+STABILITY: SURFACE MOTION
 AX1060
 AX1060  HISTORY     - Date     Condition        Report By
 AX1060  HISTORY     - 1935     MONUMENTED       CGS
 AX1060  HISTORY     - 1943     GOOD             NGS
 AX1060  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1060
 AX1060                          STATION DESCRIPTION
 AX1060
 AX1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1060'1.1 MI NW FROM ELLINGER.
 AX1060'1.1 MILES NORTHWEST ALONG THE ABANDONED LA GRANGE BRANCH OF THE
 AX1060'SOUTHERN PACIFIC RAILROAD FROM THE OLD STATION AT ELLINGER, FAYETTE
 AX1060'COUNTY, 1.1 MILES NORTHWEST OF THE POST OFFICE, AT A DIRT-ROAD
 AX1060'CROSSING, 47 FEET SOUTHWEST OF THE CENTERLINE OF THE RAILROAD BED, 25
 AX1060'FEET NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 23 FEET SOUTHEAST
 AX1060'OF A TRIANGULAR-BLAZED 2-FOOT OAK TREE, 2.8 FEET NORTHEAST OF THE
 AX1060'SOUTHWEST RIGHT-OF-WAY FENCE, 1.4 FEET NORTHWEST OF A WHITE WOODEN
 AX1060'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE RAILROAD BED.  A
 AX1060'STANDARD DISK, STAMPED U 333 1935 AND SET IN THE TOP OF A CONCRETE
 AX1060'POST PROJECTING ABOUT 0.1 FOOT ABOVE GROUND.
 AX1060
 AX1060                          STATION RECOVERY (1997)
 AX1060
 AX1060'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1567 ***********************************************************************
 AN1567  DESIGNATION -  U 334
 AN1567  PID         -  AN1567
 AN1567  STATE/COUNTY-  TX/BEE
 AN1567  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1567
 AN1567                         *CURRENT SURVEY CONTROL
 AN1567  ___________________________________________________________________
 AN1567* NAD 83(1986)-  28 13 48.     (N)    097 41 56.     (W)     SCALED    
 AN1567* NAVD 88     -        46.824  (meters)     153.62   (feet)  POSTED    
 AN1567  ___________________________________________________________________
 AN1567  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1567  DYNAMIC HT  -          46.750 (meters)     153.38  (feet)  COMP
 AN1567  MODELED GRAV-     979,140.3   (mgal)                       NAVD 88
 AN1567
 AN1567  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AN1567
 AN1567.The horizontal coordinates were scaled from a topographic map and have
 AN1567.an estimated accuracy of +/- 6 seconds.
 AN1567
 AN1567.The orthometric height was determined by differential leveling
 AN1567.and adjusted by the National Geodetic Survey in 1992..
 AN1567.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AN1567.rate of 1.1 thru 2.0 mm/km.
 AN1567
 AN1567.The geoid height was determined by GEOID03.
 AN1567
 AN1567.The dynamic height is computed by dividing the NAVD 88
 AN1567.geopotential number by the normal gravity value computed on the
 AN1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1567.degrees latitude (g = 980.6199 gals.).
 AN1567
 AN1567.The modeled gravity was interpolated from observed gravity values.
 AN1567
 AN1567;                    North         East    Units  Estimated Accuracy
 AN1567;SPC TXSC     - 4,044,670.      727,710.      MT  (+/- 180 meters Scaled)
 AN1567
 AN1567                          SUPERSEDED SURVEY CONTROL
 AN1567
 AN1567  NGVD 29 (??/??/92)   46.846  (m)          153.69   (f) ADJ UNCH    1 2
 AN1567
 AN1567.Superseded values are not recommended for survey control.
 AN1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1567.See file dsdata.txt to determine how the superseded data were derived.
 AN1567
 AN1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS276233(NAD 83)
 AN1567_MARKER: DB = BENCH MARK DISK
 AN1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1567_STAMPING: U-334 1935
 AN1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1567+STABILITY: SURFACE MOTION
 AN1567
 AN1567  HISTORY     - Date     Condition        Report By
 AN1567  HISTORY     - 1935     MONUMENTED       CGS
 AN1567  HISTORY     - 1943     GOOD             NGS
 AN1567  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1567
 AN1567                          STATION DESCRIPTION
 AN1567
 AN1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1567'1.9 MI S FROM SKIDMORE.
 AN1567'1.9 MILE SOUTH OF AND ALONG S.P.R.R. 51 FEET WEST OF TRACK.  250 FEET
 AN1567'(2 POLES) NORTH OF MILE POST 2.  60 FEET SOUTH ALONG TRACK FROM
 AN1567'CULVERT NO. 1 D.  NOTE-- 1 FOOT S OF REF. POST.
 AN1567
 AN1567                          STATION RECOVERY (1943)
 AN1567
 AN1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AN1567'RECOVERED IN GOOD CONDITION.
 AN1567
 AN1567                          STATION RECOVERY (1981)
 AN1567
 AN1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1567'SEARCHED FOR, NOT RECOVERED.  PROBABLY DESTROYED BY HIGHWAY
 AN1567'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0092 ***********************************************************************
 BL0092  SACS        -  This is a Secondary Airport Control Station.
 BL0092  DESIGNATION -  U 335
 BL0092  PID         -  BL0092
 BL0092  STATE/COUNTY-  TX/JASPER
 BL0092  USGS QUAD   -  JASPER WEST (1984)
 BL0092
 BL0092                         *CURRENT SURVEY CONTROL
 BL0092  ___________________________________________________________________
 BL0092* NAD 83(1993)-  30 53 36.93816(N)    094 02 12.00620(W)     ADJUSTED  
 BL0092* NAVD 88     -        63.78   (meters)     209.3    (feet)  GPS OBS   
 BL0092  ___________________________________________________________________
 BL0092  X           -    -385,629.408 (meters)                     COMP
 BL0092  Y           -  -5,464,498.487 (meters)                     COMP
 BL0092  Z           -   3,255,794.231 (meters)                     COMP
 BL0092  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 BL0092  ELLIP HEIGHT-          35.89  (meters)          (10/24/00) GPS OBS
 BL0092  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BL0092
 BL0092  HORZ ORDER  -  FIRST
 BL0092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0092  ELLP ORDER  -  FOURTH    CLASS II
 BL0092
 BL0092.This mark is at Jasper Co-Bell Fld (JAS) Airport (JAS)
 BL0092
 BL0092.The horizontal coordinates were established by GPS observations
 BL0092.and adjusted by the National Geodetic Survey in February 1996..
 BL0092
 BL0092.The orthometric height was determined by GPS observations and a
 BL0092.high-resolution geoid model.
 BL0092
 BL0092.GPS derived orthometric heights for airport stations designated as
 BL0092.PACS or SACS are published to 2 decimal places.  This maintains
 BL0092.centimeter relative accuracy between the PACS and SACS.  It does
 BL0092.not indicate centimeter accuracy relative to other marks which are
 BL0092.part of the NAVD 88 network.
 BL0092.The vertical order pertains to the NGVD 29 superseded value.
 BL0092
 BL0092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL0092
 BL0092.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0092
 BL0092.The ellipsoidal height was determined by GPS observations
 BL0092.and is referenced to NAD 83.
 BL0092
 BL0092.The geoid height was determined by GEOID03.
 BL0092
 BL0092;                    North         East     Units Scale Factor Converg.
 BL0092;SPC TX C     - 3,153,042.787 1,301,633.517   MT  0.99988350   +3 14 35.4
 BL0092;SPC TX C     -10,344,607.88  4,270,442.63   sFT  0.99988350   +3 14 35.4
 BL0092;UTM  15      - 3,418,269.815   400,921.058   MT  0.99972109   -0 31 56.3
 BL0092
 BL0092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0092!SPC TX C     -   0.99999436  x   0.99988350  =   0.99987786
 BL0092!UTM  15      -   0.99999436  x   0.99972109  =   0.99971546
 BL0092
 BL0092|---------------------------------------------------------------------|
 BL0092| PID    Reference Object                     Distance      Geod. Az  |
 BL0092|                                                           dddmmss.s |
 BL0092| BL2322 JASPORT                             162.003 METERS 09830     |
 BL0092|---------------------------------------------------------------------|
 BL0092
 BL0092                          SUPERSEDED SURVEY CONTROL
 BL0092
 BL0092  ELLIP H (02/20/96)   36.03   (m)                       GP(       ) 3 2
 BL0092  NGVD 29 (??/??/92)   63.805  (m)          209.33   (f) ADJ UNCH    2 0
 BL0092
 BL0092.Superseded values are not recommended for survey control.
 BL0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0092.See file dsdata.txt to determine how the superseded data were derived.
 BL0092
 BL0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0092118270(NAD 83)
 BL0092_MARKER: DB = BENCH MARK DISK
 BL0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0092_STAMPING: U 335 1952
 BL0092_MARK LOGO: CGS   
 BL0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0092+STABILITY: SURFACE MOTION
 BL0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0092+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 BL0092
 BL0092  HISTORY     - Date     Condition        Report By
 BL0092  HISTORY     - 1952     MONUMENTED       CGS
 BL0092  HISTORY     - 19950116 GOOD             NGS
 BL0092  HISTORY     - 19970326 GOOD             NGS
 BL0092  HISTORY     - 20011030 GOOD             JCLS
 BL0092
 BL0092                          STATION DESCRIPTION
 BL0092
 BL0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0092'2.95 MI SW FROM JASPER.
 BL0092'1.5 MILES WEST ALONG U.S. HIGHWAY 190 AND STATE HIGHWAY 163 FROM THE
 BL0092'COURTHOUSE AT JASPER, THENCE 1.45 MILES SOUTHWEST ALONG FARM ROAD 777,
 BL0092'AT THE JASPER COUNTY AIRPORT, 124 FEET SOUTH OF THE SOUTHWEST CORNER
 BL0092'OF THE HANGER, 90 FEET WEST OF A GASOLINE PUMP, 3 FEET EAST OF A
 BL0092'FENCE, 2.4 FEET NORTHEAST OF A FENCE CORNER, SET IN THE TOP OF A
 BL0092'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  3 FEET NORTH
 BL0092'OF A FENCE.
 BL0092
 BL0092                          STATION RECOVERY (1995)
 BL0092
 BL0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 BL0092'THE STATION IS LOCATED APPROXIMATELY 3.75 MI (6.03 KM) SOUTHWEST OF
 BL0092'JASPER AT THE JASPER COUNTY AIRPORT.  OWNERSHIP--JASPER COUNTY.  FOR
 BL0092'ACCESS TO THE FIELD CONTACT MR.  KEVIN COTTLE, AIRPORT MANAGER, ROUTE
 BL0092'4, BOX 363, JASPER TX 75951.  PHONE (409) 384-2032.  TO REACH THE
 BL0092'STATION FROM THE JUNTION OF U.S.  HIGHWAY 190 AND STATE HIGHWAY 63
 BL0092'(ABOUT 3.1 MI (5.0 KM) SOUTHWEST OF JASPER) GO SOUTHWEST ON U.S.
 BL0092'HIGHWAY 190 TO FARM ROAD 777 ON THE LEFT.  TURN LEFT, SOUTHEASTERLY,
 BL0092'ON FARM ROAD 777 FOR 0.2 MI (0.3 KM) TO THE AIRPORT ENTRANCE AND THE
 BL0092'MARK ON THE LEFT.  THE STATION MARK IS SET 30.8 M (101.0 FT)
 BL0092'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE TERMINAL BUILDING, 19.0
 BL0092'M (62.3 FT) SOUTH OF A SOUTHWEST CORNER OF A HANGAR, AND 0.8 M (2.6
 BL0092'FT) NORTHEAST OF A CORNER WOOD FENCE POST.
 BL0092
 BL0092                          STATION RECOVERY (1997)
 BL0092
 BL0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BL0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 26 MAR 1997 (WCW) .
 BL0092'RECOVERED IN FAIR CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE
 BL0092'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF JASPER AT THE
 BL0092'JASPER COUNTY AIRPORT-BELL FIELD.  OWNERSHIP--JASPER COUNTY, JASPER
 BL0092'COURTHOUSE ROOM 101, JASPER TX 75951, PHONE 409-384-2612.  AIRPORT
 BL0092'MANAGER IS KEVIN COTTLE, ROUTE 4 BOX 363, JASPER TX 75951, PHONE
 BL0092'409-384-2032.  TO REACH THE STATION FROM THE JUNCTION OF COMBINED U.S.
 BL0092'HIGHWAY 190 AND STATE HIGHWAY 63 (GIBSON STREET) WITH U.S. HIGHWAY 96
 BL0092'(WHEELER STREET) IN JASPER, GO SOUTHWESTERLY ON U.S. HIGHWAY 190 FOR A
 BL0092'TOTAL OF 4.3 KM (2.65 MI) , PASSING THE JUNCTION FOR STATE ROUTE 63
 BL0092'WEST AT 2.6 KM (1.60 MI) , TO FARM ROAD 777.  TURN LEFT AND GO SOUTH
 BL0092'FOR 0.3 KM (0.20 MI) TO CARNES B MANNING DRIVE ON LEFT.  TURN LEFT AND
 BL0092'GO EAST, THEN CURVE RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD
 BL0092'FOR 0.2 MI (0.3 KM) TO AN ASPHALT PARKING AREA AND THE STATION ON
 BL0092'LEFT.  THE MARK IS A CGS BENCHMARK DISK IN A CHIPPED AND REPAIRED
 BL0092'ROUND CONCRETE MONUMENT.  THE MARK IS ABOUT 35 M (114.8 FT) NORTH FROM
 BL0092'THE RECEIVE AND TRANSMIT UNICOM ANTENNA, 30.8 M (101.0 FT) NORTH
 BL0092'NORTHWEST FROM THE NORTHWEST CORNER OF THE PASSENGER TERMINAL, 19.0 M
 BL0092'(62.3 FT) SOUTH FROM THE SOUTHWEST CORNER OF A METAL HANGER, 11.3 M
 BL0092'(37.1 FT) EAST FROM THE AIRPORT ENTRANCE ROAD CENTER, 2.1 M (6.9 FT)
 BL0092'NORTH FROM THE NORTH EDGE OF ASPHALT PARKING AREA, 0.8 M (2.6 FT)
 BL0092'NORTHEAST FROM A WOOD POST AT THE WEST END OF A CHAIN LINK FENCE.  THE
 BL0092'MARK PROJECTS 10 CM (4 IN) ABOVE GRADE.  NOTE--THIS IS A SECONDARY
 BL0092'AIRPORT CONTROL STATION (SACS) .  DESC 26MAR97 WC WAICKMAN.
 BL0092
 BL0092                          STATION RECOVERY (2001)
 BL0092
 BL0092'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BL0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0413 ***********************************************************************
 BY0413  DESIGNATION -  U 336
 BY0413  PID         -  BY0413
 BY0413  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0413  USGS QUAD   -  HARVEY CREEK (1984)
 BY0413
 BY0413                         *CURRENT SURVEY CONTROL
 BY0413  ___________________________________________________________________
 BY0413* NAD 83(1986)-  31 22 13.     (N)    094 07 56.     (W)     SCALED    
 BY0413* NAVD 88     -        68.04   (+/-2cm)     223.2    (feet)  VERTCON   
 BY0413  ___________________________________________________________________
 BY0413  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BY0413
 BY0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0413
 BY0413.The horizontal coordinates were scaled from a topographic map and have
 BY0413.an estimated accuracy of +/- 6 seconds.
 BY0413
 BY0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0413.The vertical order pertains to the NGVD 29 superseded value.
 BY0413
 BY0413.The geoid height was determined by GEOID03.
 BY0413
 BY0413;                    North         East    Units  Estimated Accuracy
 BY0413;SPC TX C     - 3,205,290.    1,289,570.      MT  (+/- 180 meters Scaled)
 BY0413
 BY0413                          SUPERSEDED SURVEY CONTROL
 BY0413
 BY0413  NGVD 29 (??/??/92)   68.066  (m)          223.31   (f) ADJ UNCH    2 0
 BY0413
 BY0413.Superseded values are not recommended for survey control.
 BY0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0413.See file dsdata.txt to determine how the superseded data were derived.
 BY0413
 BY0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ923711(NAD 83)
 BY0413_MARKER: DB = BENCH MARK DISK
 BY0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0413_STAMPING: U 336 1952
 BY0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0413+STABILITY: SURFACE MOTION
 BY0413
 BY0413  HISTORY     - Date     Condition        Report By
 BY0413  HISTORY     - 1952     MONUMENTED       CGS
 BY0413
 BY0413                          STATION DESCRIPTION
 BY0413
 BY0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0413'12.25 MI NW FROM BRONSON.
 BY0413'2.8 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0413'HIGHWAY 96 AT BRONSON, THENCE 0.4 MILE SOUTHWEST ALONG A CLAY ROAD,
 BY0413'THENCE 1.35 MILES NORTHWEST ALONG A CLAY ROAD, THENCE 0.75 MILE WEST
 BY0413'ALONG A DIRT ROAD, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 BY0413'THENCE 0.75 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.35 MILES
 BY0413'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 BY0413'DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.9
 BY0413'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.15 MILE WEST ALONG
 BY0413'A GRADED DIRT ROAD, 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BY0413'JAMES EVANS HOUSE, 52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29
 BY0413'FEET WEST OF A POWER POLE, 18 FEET WEST OF THE CENTER LINE OF A
 BY0413'PRIVATE ROAD LEADING NORTHWEST, 5.4 FEET NORTHEAST OF A FENCE CORNER,
 BY0413'3.4 FEET EAST OF A FENCE, 1.2 FEET NORTH OF A WITNESS POST, SET IN THE
 BY0413'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0609 ***********************************************************************
 GK0609  DESIGNATION -  U 338
 GK0609  PID         -  GK0609
 GK0609  STATE/COUNTY-  TX/MOORE
 GK0609  USGS QUAD   -  SUNRAY (1972)
 GK0609
 GK0609                         *CURRENT SURVEY CONTROL
 GK0609  ___________________________________________________________________
 GK0609* NAD 83(1986)-  36 00 32.     (N)    101 48 38.     (W)     SCALED    
 GK0609* NAVD 88     -      1066.682  (meters)    3499.61   (feet)  ADJUSTED  
 GK0609  ___________________________________________________________________
 GK0609  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 GK0609  DYNAMIC HT  -        1065.474 (meters)    3495.64  (feet)  COMP
 GK0609  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 GK0609
 GK0609  VERT ORDER  -  SECOND    CLASS 0
 GK0609
 GK0609.The horizontal coordinates were scaled from a topographic map and have
 GK0609.an estimated accuracy of +/- 6 seconds.
 GK0609
 GK0609.The orthometric height was determined by differential leveling
 GK0609.and adjusted by the National Geodetic Survey in June 1991..
 GK0609
 GK0609.The geoid height was determined by GEOID03.
 GK0609
 GK0609.The dynamic height is computed by dividing the NAVD 88
 GK0609.geopotential number by the normal gravity value computed on the
 GK0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0609.degrees latitude (g = 980.6199 gals.).
 GK0609
 GK0609.The modeled gravity was interpolated from observed gravity values.
 GK0609
 GK0609;                    North         East    Units  Estimated Accuracy
 GK0609;SPC TX N     - 1,222,910.      172,000.      MT  (+/- 180 meters Scaled)
 GK0609
 GK0609                          SUPERSEDED SURVEY CONTROL
 GK0609
 GK0609  NGVD 29 (??/??/92) 1066.179  (m)         3497.96   (f) ADJ UNCH    2 0
 GK0609
 GK0609.Superseded values are not recommended for survey control.
 GK0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0609.See file dsdata.txt to determine how the superseded data were derived.
 GK0609
 GK0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE466885(NAD 83)
 GK0609_MARKER: DB = BENCH MARK DISK
 GK0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0609_STAMPING: U 338 1952
 GK0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0609+STABILITY: SURFACE MOTION
 GK0609
 GK0609  HISTORY     - Date     Condition        Report By
 GK0609  HISTORY     - 1952     MONUMENTED       CGS
 GK0609
 GK0609                          STATION DESCRIPTION
 GK0609
 GK0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0609'1.8 MI SE FROM SUNRAY.
 GK0609'0.55 MILE SOUTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0609'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 0.45 MILE SOUTH ALONG A
 GK0609'GRADED DIRT ROAD, THENCE 0.8 MILE EAST ALONG FAR ROAD 281, 80 FEET
 GK0609'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 73 FEET SOUTH OF
 GK0609'THE CENTER LINE OF THE FARM ROAD, 21 FEET EAST OF THE EAST RAIL OF AN
 GK0609'ABANDONED RAILROAD, 14 FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A
 GK0609'FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GK0609'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0207 ***********************************************************************
 CA0207  DESIGNATION -  U 340
 CA0207  PID         -  CA0207
 CA0207  STATE/COUNTY-  TX/SAN SABA
 CA0207  USGS QUAD   -  ALGERITA (1982)
 CA0207
 CA0207                         *CURRENT SURVEY CONTROL
 CA0207  ___________________________________________________________________
 CA0207* NAD 83(1986)-  31 12 53.     (N)    098 48 43.     (W)     SCALED    
 CA0207* NAVD 88     -       376.551  (meters)    1235.40   (feet)  ADJUSTED  
 CA0207  ___________________________________________________________________
 CA0207  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CA0207  DYNAMIC HT  -         376.053 (meters)    1233.77  (feet)  COMP
 CA0207  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 CA0207
 CA0207  VERT ORDER  -  SECOND    CLASS 0
 CA0207
 CA0207.The horizontal coordinates were scaled from a topographic map and have
 CA0207.an estimated accuracy of +/- 6 seconds.
 CA0207
 CA0207.The orthometric height was determined by differential leveling
 CA0207.and adjusted by the National Geodetic Survey in June 1991..
 CA0207
 CA0207.The geoid height was determined by GEOID03.
 CA0207
 CA0207.The dynamic height is computed by dividing the NAVD 88
 CA0207.geopotential number by the normal gravity value computed on the
 CA0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0207.degrees latitude (g = 980.6199 gals.).
 CA0207
 CA0207.The modeled gravity was interpolated from observed gravity values.
 CA0207
 CA0207;                    North         East    Units  Estimated Accuracy
 CA0207;SPC TX C     - 3,172,600.      844,950.      MT  (+/- 180 meters Scaled)
 CA0207
 CA0207                          SUPERSEDED SURVEY CONTROL
 CA0207
 CA0207  NGVD 29 (??/??/92)  376.501  (m)         1235.24   (f) ADJ UNCH    2 0
 CA0207
 CA0207.Superseded values are not recommended for survey control.
 CA0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0207.See file dsdata.txt to determine how the superseded data were derived.
 CA0207
 CA0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV179534(NAD 83)
 CA0207_MARKER: DB = BENCH MARK DISK
 CA0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0207_STAMPING: U 340 1935
 CA0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0207+STABILITY: SURFACE MOTION
 CA0207
 CA0207  HISTORY     - Date     Condition        Report By
 CA0207  HISTORY     - 1935     MONUMENTED       CGS
 CA0207
 CA0207                          STATION DESCRIPTION
 CA0207
 CA0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0207'5.7 MI W FROM SAN SABA.
 CA0207'5.7 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. 8 YARDS EAST OF MILE
 CA0207'POST 30.  14 YARDS SOUTH OF CENTER OF THE TRACK.  3 YARDS NORTH OF THE
 CA0207'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0231 ***********************************************************************
 AY0231  DESIGNATION -  U 341
 AY0231  PID         -  AY0231
 AY0231  STATE/COUNTY-  TX/WILSON
 AY0231  USGS QUAD   -  FLORESVILLE (1973)
 AY0231
 AY0231                         *CURRENT SURVEY CONTROL
 AY0231  ___________________________________________________________________
 AY0231* NAD 83(1986)-  29 09 07.     (N)    098 11 21.     (W)     SCALED    
 AY0231* NAVD 88     -       126.607  (meters)     415.38   (feet)  ADJUSTED  
 AY0231  ___________________________________________________________________
 AY0231  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0231  DYNAMIC HT  -         126.427 (meters)     414.79  (feet)  COMP
 AY0231  MODELED GRAV-     979,219.2   (mgal)                       NAVD 88
 AY0231
 AY0231  VERT ORDER  -  FIRST     CLASS II
 AY0231
 AY0231.The horizontal coordinates were scaled from a topographic map and have
 AY0231.an estimated accuracy of +/- 6 seconds.
 AY0231
 AY0231.The orthometric height was determined by differential leveling
 AY0231.and adjusted by the National Geodetic Survey in June 1991..
 AY0231
 AY0231.The geoid height was determined by GEOID03.
 AY0231
 AY0231.The dynamic height is computed by dividing the NAVD 88
 AY0231.geopotential number by the normal gravity value computed on the
 AY0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0231.degrees latitude (g = 980.6199 gals.).
 AY0231
 AY0231.The modeled gravity was interpolated from observed gravity values.
 AY0231
 AY0231;                    North         East    Units  Estimated Accuracy
 AY0231;SPC TXSC     - 4,146,410.      678,880.      MT  (+/- 180 meters Scaled)
 AY0231
 AY0231                          SUPERSEDED SURVEY CONTROL
 AY0231
 AY0231  NGVD 29 (??/??/92)  126.547  (m)          415.18   (f) ADJ UNCH    1 2
 AY0231
 AY0231.Superseded values are not recommended for survey control.
 AY0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0231.See file dsdata.txt to determine how the superseded data were derived.
 AY0231
 AY0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT788250(NAD 83)
 AY0231_MARKER: DB = BENCH MARK DISK
 AY0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0231_STAMPING: U 341 1935
 AY0231_PROJECTION: PROJECTING 5 CENTIMETERS
 AY0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0231+STABILITY: SURFACE MOTION
 AY0231
 AY0231  HISTORY     - Date     Condition        Report By
 AY0231  HISTORY     - 1935     MONUMENTED       CGS
 AY0231  HISTORY     - 1943     GOOD             NGS
 AY0231  HISTORY     - 1980     GOOD             NGS
 AY0231
 AY0231                          STATION DESCRIPTION
 AY0231
 AY0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0231'2.0 MI NW FROM FLORESVILLE.
 AY0231'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0231'STATION AT FLORESVILLE-- PROCEED 2.0 MILES NORTHWESTERLY ALONG THE
 AY0231'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS 46.0 FEET SOUTHWEST OF
 AY0231'AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF TRACK, AND 36.0 FEET
 AY0231'NORTHWEST OF THE TENTH POLE (ABOUT 0.35 MILE) NORTHWEST OF MILEPOST
 AY0231'28.  IT IS 14.0 FEET SOUTHEAST OF THE CENTERLINE OF AN IRON GATE AND A
 AY0231'FARM ROAD CROSSING THE RAILROAD, 2.5 FEET NORTHEAST OF THE
 AY0231'RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER
 AY0231'POST.  MONUMENT PROJECTS 0.2 FOOT.  A DISK SET IN A CONCRETE POST.
 AY0231
 AY0231                          STATION RECOVERY (1980)
 AY0231
 AY0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0231'3.5 KM (2.2 MI) NORTHWEST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY0231'COURTHOUSE IN FLORESVILLE, THENCE 1.0 KM (0.65 MI) SOUTHWEST ALONG A
 AY0231'DIRT ROAD LEADING TO A HOUSE AND THE SOUTHERN PACIFIC RAILROAD,
 AY0231'13.4 METERS (44.0 FT) WEST OF THE WEST RAIL, 4.1 METERS (13.5 FT)
 AY0231'SOUTHEAST OF THE CENTER OF AN ALUMINUM GATE ON THE WEST SIDE OF THE
 AY0231'TRACKS, 0.7 METER (2.5 FT) NORTHEAST OF A FENCE.  NOTE-NOT LEVELED AT
 AY0231'THIS TIME, OFF MAIN LEVEL LINE.
 AY0231'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 AY0231'THE MARK IS .6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0022 ***********************************************************************
 AO0022  DESIGNATION -  U 342
 AO0022  PID         -  AO0022
 AO0022  STATE/COUNTY-  TX/ATASCOSA
 AO0022  USGS QUAD   -  WHITSETT (1984)
 AO0022
 AO0022                         *CURRENT SURVEY CONTROL
 AO0022  ___________________________________________________________________
 AO0022* NAD 83(1986)-  28 42 14.     (N)    098 17 55.     (W)     SCALED    
 AO0022* NAVD 88     -        69.607  (meters)     228.37   (feet)  ADJUSTED  
 AO0022  ___________________________________________________________________
 AO0022  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AO0022  DYNAMIC HT  -          69.505 (meters)     228.03  (feet)  COMP
 AO0022  MODELED GRAV-     979,179.6   (mgal)                       NAVD 88
 AO0022
 AO0022  VERT ORDER  -  SECOND    CLASS 0
 AO0022
 AO0022.The horizontal coordinates were scaled from a topographic map and have
 AO0022.an estimated accuracy of +/- 6 seconds.
 AO0022
 AO0022.The orthometric height was determined by differential leveling
 AO0022.and adjusted by the National Geodetic Survey in June 1991..
 AO0022
 AO0022.The geoid height was determined by GEOID03.
 AO0022
 AO0022.The dynamic height is computed by dividing the NAVD 88
 AO0022.geopotential number by the normal gravity value computed on the
 AO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0022.degrees latitude (g = 980.6199 gals.).
 AO0022
 AO0022.The modeled gravity was interpolated from observed gravity values.
 AO0022
 AO0022;                    North         East    Units  Estimated Accuracy
 AO0022;SPC TXSC     - 4,096,690.      668,530.      MT  (+/- 180 meters Scaled)
 AO0022
 AO0022                          SUPERSEDED SURVEY CONTROL
 AO0022
 AO0022  NGVD 29 (??/??/92)   69.574  (m)          228.26   (f) ADJ UNCH    2 0
 AO0022
 AO0022.Superseded values are not recommended for survey control.
 AO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0022.See file dsdata.txt to determine how the superseded data were derived.
 AO0022
 AO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS685753(NAD 83)
 AO0022_MARKER: DB = BENCH MARK DISK
 AO0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0022_STAMPING: U 342 1935
 AO0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0022+STABILITY: SURFACE MOTION
 AO0022
 AO0022  HISTORY     - Date     Condition        Report By
 AO0022  HISTORY     - 1935     MONUMENTED       CGS
 AO0022  HISTORY     - 1952     GOOD             USGS
 AO0022
 AO0022                          STATION DESCRIPTION
 AO0022
 AO0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0022'2.8 MI S FROM CAMPBELLTON.
 AO0022'2.8 MILES S OF AND ALONG THE M P R R 14 YARDS E OF CENTER OF TRACK. 2
 AO0022'YARDS SW OF GATE IN R/W FENCE.
 AO0022
 AO0022                          STATION RECOVERY (1952)
 AO0022
 AO0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AO0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0083 ***********************************************************************
 AJ0083  DESIGNATION -  U 343
 AJ0083  PID         -  AJ0083
 AJ0083  STATE/COUNTY-  TX/JIM WELLS
 AJ0083  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0083
 AJ0083                         *CURRENT SURVEY CONTROL
 AJ0083  ___________________________________________________________________
 AJ0083* NAD 83(1986)-  27 35 37.     (N)    098 05 28.     (W)     SCALED    
 AJ0083* NAVD 88     -        47.706  (meters)     156.52   (feet)  ADJUSTED  
 AJ0083  ___________________________________________________________________
 AJ0083  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AJ0083  DYNAMIC HT  -          47.632 (meters)     156.27  (feet)  COMP
 AJ0083  MODELED GRAV-     979,088.0   (mgal)                       NAVD 88
 AJ0083
 AJ0083  VERT ORDER  -  SECOND    CLASS 0
 AJ0083
 AJ0083.The horizontal coordinates were scaled from a topographic map and have
 AJ0083.an estimated accuracy of +/- 6 seconds.
 AJ0083
 AJ0083.The orthometric height was determined by differential leveling
 AJ0083.and adjusted by the National Geodetic Survey in June 1991..
 AJ0083
 AJ0083.The geoid height was determined by GEOID03.
 AJ0083
 AJ0083.The dynamic height is computed by dividing the NAVD 88
 AJ0083.geopotential number by the normal gravity value computed on the
 AJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0083.degrees latitude (g = 980.6199 gals.).
 AJ0083
 AJ0083.The modeled gravity was interpolated from observed gravity values.
 AJ0083
 AJ0083;                    North         East    Units  Estimated Accuracy
 AJ0083;SPC TX S     - 5,213,560.      340,370.      MT  (+/- 180 meters Scaled)
 AJ0083
 AJ0083                          SUPERSEDED SURVEY CONTROL
 AJ0083
 AJ0083  NGVD 29 (??/??/92)   47.807  (m)          156.85   (f) ADJ UNCH    2 0
 AJ0083
 AJ0083.Superseded values are not recommended for survey control.
 AJ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0083.See file dsdata.txt to determine how the superseded data were derived.
 AJ0083
 AJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR896525(NAD 83)
 AJ0083_MARKER: DB = BENCH MARK DISK
 AJ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0083_STAMPING: U 343 1935
 AJ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0083+STABILITY: SURFACE MOTION
 AJ0083
 AJ0083  HISTORY     - Date     Condition        Report By
 AJ0083  HISTORY     - 1935     MONUMENTED       CGS
 AJ0083  HISTORY     - 1942     GOOD             NGS
 AJ0083
 AJ0083                          STATION DESCRIPTION
 AJ0083
 AJ0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0083'11.0 MI S FROM ALICE.
 AJ0083'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0083'11.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE SITE OF
 AJ0083'THE BENCH MARK.  BENCH MARK IS 3 1/2 POLES SOUTH OF MILE POLE NO. 54,
 AJ0083'48.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 281 AND 40.0
 AJ0083'FEET WEST OF THE CENTERLINE OF THE TRACKS.  IT IS 3.0 FEET NORTH OF A
 AJ0083'4X4-INCH WOODEN MARKER POST.  A STD. DISK SET IN CONCRETE POST
 AJ0083'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1461 ***********************************************************************
 FL1461  DESIGNATION -  U 345
 FL1461  PID         -  FL1461
 FL1461  STATE/COUNTY-  TX/MOORE
 FL1461  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1461
 FL1461                         *CURRENT SURVEY CONTROL
 FL1461  ___________________________________________________________________
 FL1461* NAD 83(1986)-  35 54 28.     (N)    101 44 24.     (W)     SCALED    
 FL1461* NAVD 88     -      1051.698  (meters)    3450.45   (feet)  ADJUSTED  
 FL1461  ___________________________________________________________________
 FL1461  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 FL1461  DYNAMIC HT  -        1050.501 (meters)    3446.52  (feet)  COMP
 FL1461  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 FL1461
 FL1461  VERT ORDER  -  SECOND    CLASS 0
 FL1461
 FL1461.The horizontal coordinates were scaled from a topographic map and have
 FL1461.an estimated accuracy of +/- 6 seconds.
 FL1461
 FL1461.The orthometric height was determined by differential leveling
 FL1461.and adjusted by the National Geodetic Survey in June 1991..
 FL1461
 FL1461.The geoid height was determined by GEOID03.
 FL1461
 FL1461.The dynamic height is computed by dividing the NAVD 88
 FL1461.geopotential number by the normal gravity value computed on the
 FL1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1461.degrees latitude (g = 980.6199 gals.).
 FL1461
 FL1461.The modeled gravity was interpolated from observed gravity values.
 FL1461
 FL1461;                    North         East    Units  Estimated Accuracy
 FL1461;SPC TX N     - 1,211,670.      178,340.      MT  (+/- 180 meters Scaled)
 FL1461
 FL1461                          SUPERSEDED SURVEY CONTROL
 FL1461
 FL1461  NGVD 29 (??/??/92) 1051.190  (m)         3448.78   (f) ADJ UNCH    2 0
 FL1461
 FL1461.Superseded values are not recommended for survey control.
 FL1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1461.See file dsdata.txt to determine how the superseded data were derived.
 FL1461
 FL1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE527771(NAD 83)
 FL1461_MARKER: DB = BENCH MARK DISK
 FL1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1461_STAMPING: U 345 1952
 FL1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1461+STABILITY: SURFACE MOTION
 FL1461
 FL1461  HISTORY     - Date     Condition        Report By
 FL1461  HISTORY     - 1952     MONUMENTED       CGS
 FL1461  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1461
 FL1461                          STATION DESCRIPTION
 FL1461
 FL1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1461'16.2 MI NE FROM DUMAS.
 FL1461'9.2 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1461'HIGHWAY 287 AT DUMAS, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 FL1461'THENCE 4.0 MILES EAST ALONG A GRADED DIRT ROAD, 46 FEET SOUTH OF THE
 FL1461'CENTER LINE OF AN EAST AND WEST ROAD, 53 FEET EAST OF THE CENTER LINE
 FL1461'OF A NORTH AND SOUTH ROAD, 25 FEET NORTHEAST OF A POWER POLE, 15 FEET
 FL1461'SOUTH OF AN EAST AND WEST FENCE, 21 FEET EAST OF A NORTH AND SOUTH
 FL1461'FENCE, 25 FEET SOUTHEAST OF A FENCE CORNER, 1.6 FEET WEST OF A WITNESS
 FL1461'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 FL1461'THE GROUND.
 FL1461
 FL1461                          STATION RECOVERY (1971)
 FL1461
 FL1461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0145 ***********************************************************************
 GL0145  DESIGNATION -  U 348
 GL0145  PID         -  GL0145
 GL0145  STATE/COUNTY-  TX/DALLAM
 GL0145  USGS QUAD   -  EXUM (1965)
 GL0145
 GL0145                         *CURRENT SURVEY CONTROL
 GL0145  ___________________________________________________________________
 GL0145* NAD 83(1986)-  36 04 10.     (N)    102 14 51.     (W)     SCALED    
 GL0145* NAVD 88     -      1168.246  (meters)    3832.82   (feet)  ADJUSTED  
 GL0145  ___________________________________________________________________
 GL0145  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 GL0145  DYNAMIC HT  -        1166.905 (meters)    3828.42  (feet)  COMP
 GL0145  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 GL0145
 GL0145  VERT ORDER  -  SECOND    CLASS 0
 GL0145
 GL0145.The horizontal coordinates were scaled from a topographic map and have
 GL0145.an estimated accuracy of +/- 6 seconds.
 GL0145
 GL0145.The orthometric height was determined by differential leveling
 GL0145.and adjusted by the National Geodetic Survey in June 1991..
 GL0145
 GL0145.The geoid height was determined by GEOID03.
 GL0145
 GL0145.The dynamic height is computed by dividing the NAVD 88
 GL0145.geopotential number by the normal gravity value computed on the
 GL0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0145.degrees latitude (g = 980.6199 gals.).
 GL0145
 GL0145.The modeled gravity was interpolated from observed gravity values.
 GL0145
 GL0145;                    North         East    Units  Estimated Accuracy
 GL0145;SPC TX N     - 1,229,840.      132,660.      MT  (+/- 180 meters Scaled)
 GL0145
 GL0145                          SUPERSEDED SURVEY CONTROL
 GL0145
 GL0145  NGVD 29 (??/??/92) 1167.70   (m)         3831.0    (f) COMPUTED    2 0
 GL0145
 GL0145.Superseded values are not recommended for survey control.
 GL0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0145.See file dsdata.txt to determine how the superseded data were derived.
 GL0145
 GL0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV478951(NAD 83)
 GL0145_MARKER: DB = BENCH MARK DISK
 GL0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0145_STAMPING: U 348 1952
 GL0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0145+STABILITY: SURFACE MOTION
 GL0145
 GL0145  HISTORY     - Date     Condition        Report By
 GL0145  HISTORY     - 1952     MONUMENTED       CGS
 GL0145
 GL0145                          STATION DESCRIPTION
 GL0145
 GL0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0145'12.3 MI S FROM CONLEN.
 GL0145'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0145'HIGHWAY 54 AT CONLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GL0145'THENCE 0.6 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH
 GL0145'ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 GL0145'ROAD, 48 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 2
 GL0145'FEET SOUTH OF AN EAST AND WEST FENCE, 2 FEET WEST OF A FENCE LEADING
 GL0145'SOUTH, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0145'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1802 ***********************************************************************
 AX1802  DESIGNATION -  U 350 RESET 1958
 AX1802  PID         -  AX1802
 AX1802  STATE/COUNTY-  TX/GONZALES
 AX1802  USGS QUAD   -  HOCHHEIM (1987)
 AX1802
 AX1802                         *CURRENT SURVEY CONTROL
 AX1802  ___________________________________________________________________
 AX1802* NAD 83(1986)-  29 21 21.     (N)    097 20 11.     (W)     SCALED    
 AX1802* NAVD 88     -       112.67   (+/-2cm)     369.7    (feet)  VERTCON   
 AX1802  ___________________________________________________________________
 AX1802  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX1802
 AX1802  VERT ORDER  -  THIRD (See Below)
 AX1802
 AX1802.The horizontal coordinates were scaled from a topographic map and have
 AX1802.an estimated accuracy of +/- 6 seconds.
 AX1802
 AX1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1802.The vertical order pertains to the NGVD 29 superseded value.
 AX1802
 AX1802.The geoid height was determined by GEOID03.
 AX1802
 AX1802;                    North         East    Units  Estimated Accuracy
 AX1802;SPC TXSC     - 4,169,880.      761,520.      MT  (+/- 180 meters Scaled)
 AX1802
 AX1802                          SUPERSEDED SURVEY CONTROL
 AX1802
 AX1802  NGVD 29 (??/??/??)  112.65   (m)          369.6    (f) RESET       3  
 AX1802
 AX1802.Superseded values are not recommended for survey control.
 AX1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1802.See file dsdata.txt to determine how the superseded data were derived.
 AX1802
 AX1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT614485(NAD 83)
 AX1802_MARKER: DB = BENCH MARK DISK
 AX1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1802_STAMPING: U 350 RESET 1958
 AX1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1802+STABILITY: SURFACE MOTION
 AX1802
 AX1802  HISTORY     - Date     Condition        Report By
 AX1802  HISTORY     - 1958     MONUMENTED       TXHD
 AX1802  HISTORY     - 1959     GOOD             TXHD
 AX1802
 AX1802                          STATION DESCRIPTION
 AX1802
 AX1802'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX1802'4.1 MI NW FROM HOCHHEIM.
 AX1802'IN GONZALES COUNTY, ABOUT 4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 183
 AX1802'FROM THE JUNCTION OF STATE HIGHWAY 111 AT HOCHHEIM, DE WITT COUNTY,
 AX1802'59.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 48 FEET WEST OF AN
 AX1802'18-INCH OAK TREE, AT THE EDGE OF A PASTURE, AND NEAR A LARGE GATE.  A
 AX1802'STANDARD DISK, STAMPED U 350 RESET 1958 AND SET IN THE TOP OF A
 AX1802'CONCRETE POST ABOUT 0.5 FOOT ABOVE THE NATURAL GROUND LEVEL.  NOTE--
 AX1802'THE MILEAGE CHANGE FROM HOCHHEIM WAS DUE TO THE RELOCATION OF U.S.
 AX1802'HIGHWAY 183 AND STATE HIGHWAY 111 AT HOCHHEIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0203 ***********************************************************************
 AE0203  DESIGNATION -  U 351
 AE0203  PID         -  AE0203
 AE0203  STATE/COUNTY-  TX/HIDALGO
 AE0203  USGS QUAD   -  LINN (1982)
 AE0203
 AE0203                         *CURRENT SURVEY CONTROL
 AE0203  ___________________________________________________________________
 AE0203* NAD 83(1986)-  26 33 39.     (N)    098 07 16.     (W)     SCALED    
 AE0203* NAVD 88     -        22.975  (meters)      75.38   (feet)  ADJUSTED  
 AE0203  ___________________________________________________________________
 AE0203  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AE0203  DYNAMIC HT  -          22.938 (meters)      75.26  (feet)  COMP
 AE0203  MODELED GRAV-     979,038.6   (mgal)                       NAVD 88
 AE0203
 AE0203  VERT ORDER  -  SECOND    CLASS 0
 AE0203
 AE0203.The horizontal coordinates were scaled from a topographic map and have
 AE0203.an estimated accuracy of +/- 6 seconds.
 AE0203
 AE0203.The orthometric height was determined by differential leveling
 AE0203.and adjusted by the National Geodetic Survey in June 1991..
 AE0203
 AE0203.The geoid height was determined by GEOID03.
 AE0203
 AE0203.The dynamic height is computed by dividing the NAVD 88
 AE0203.geopotential number by the normal gravity value computed on the
 AE0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0203.degrees latitude (g = 980.6199 gals.).
 AE0203
 AE0203.The modeled gravity was interpolated from observed gravity values.
 AE0203
 AE0203;                    North         East    Units  Estimated Accuracy
 AE0203;SPC TX S     - 5,099,120.      337,750.      MT  (+/- 180 meters Scaled)
 AE0203
 AE0203                          SUPERSEDED SURVEY CONTROL
 AE0203
 AE0203  NGVD 29 (??/??/92)   23.088  (m)           75.75   (f) ADJ UNCH    2 0
 AE0203
 AE0203.Superseded values are not recommended for survey control.
 AE0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0203.See file dsdata.txt to determine how the superseded data were derived.
 AE0203
 AE0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ875380(NAD 83)
 AE0203_MARKER: DB = BENCH MARK DISK
 AE0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0203_STAMPING: U-351
 AE0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0203+STABILITY: SURFACE MOTION
 AE0203
 AE0203  HISTORY     - Date     Condition        Report By
 AE0203  HISTORY     - UNK      MONUMENTED       CGS
 AE0203  HISTORY     - 1935     GOOD             NGS
 AE0203  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0203
 AE0203                          STATION DESCRIPTION
 AE0203
 AE0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0203'18.2 MI N FROM EDINBURG.
 AE0203'18.2 MILES NORTH OF AND ALONG U.S. HIGHWAY 281 40 FEET EAST OF CENTER
 AE0203'LINE OF ROAD.  12 FEET WEST OF FENCE LINE.  8 FEET EAST OF ROW OF
 AE0203'POLES.
 AE0203
 AE0203                          STATION RECOVERY (1962)
 AE0203
 AE0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0118 ***********************************************************************
 FL0118  DESIGNATION -  U 352
 FL0118  PID         -  FL0118
 FL0118  STATE/COUNTY-  TX/WHEELER
 FL0118  USGS QUAD   -  FULLER (1963)
 FL0118
 FL0118                         *CURRENT SURVEY CONTROL
 FL0118  ___________________________________________________________________
 FL0118* NAD 83(1986)-  35 14 24.     (N)    100 03 52.     (W)     SCALED    
 FL0118* NAVD 88     -       660.259  (meters)    2166.20   (feet)  ADJUSTED  
 FL0118  ___________________________________________________________________
 FL0118  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0118  DYNAMIC HT  -         659.578 (meters)    2163.97  (feet)  COMP
 FL0118  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 FL0118
 FL0118  VERT ORDER  -  FIRST     CLASS II
 FL0118
 FL0118.The horizontal coordinates were scaled from a topographic map and have
 FL0118.an estimated accuracy of +/- 6 seconds.
 FL0118
 FL0118.The orthometric height was determined by differential leveling
 FL0118.and adjusted by the National Geodetic Survey in June 1991..
 FL0118
 FL0118.The geoid height was determined by GEOID03.
 FL0118
 FL0118.The dynamic height is computed by dividing the NAVD 88
 FL0118.geopotential number by the normal gravity value computed on the
 FL0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0118.degrees latitude (g = 980.6199 gals.).
 FL0118
 FL0118.The modeled gravity was interpolated from observed gravity values.
 FL0118
 FL0118;                    North         East    Units  Estimated Accuracy
 FL0118;SPC TX N     - 1,138,510.      330,650.      MT  (+/- 180 meters Scaled)
 FL0118
 FL0118                          SUPERSEDED SURVEY CONTROL
 FL0118
 FL0118  NGVD 29 (??/??/92)  660.00   (m)         2165.3    (f) COMPUTED    1 2
 FL0118
 FL0118.Superseded values are not recommended for survey control.
 FL0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0118.See file dsdata.txt to determine how the superseded data were derived.
 FL0118
 FL0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME031001(NAD 83)
 FL0118_MARKER: DB = BENCH MARK DISK
 FL0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0118_STAMPING: U 352 1953
 FL0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0118+STABILITY: SURFACE MOTION
 FL0118
 FL0118  HISTORY     - Date     Condition        Report By
 FL0118  HISTORY     - 1953     MONUMENTED       CGS
 FL0118
 FL0118                          STATION DESCRIPTION
 FL0118
 FL0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0118'1.0 MI E FROM FULLER.
 FL0118'1.0 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0118'THE STATION SIGN AT FULLER, 4 1/2 POLES EAST OF MILEPOST 653, 41.3
 FL0118'FEET SOUTH OF THE SOUTH RAIL, 34.5 FEET WEST OF A FENCE CORNER, 1.7
 FL0118'FEET NORTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 FL0118'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0156 ***********************************************************************
 FL0156  DESIGNATION -  U 353
 FL0156  PID         -  FL0156
 FL0156  STATE/COUNTY-  TX/WHEELER
 FL0156  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0156
 FL0156                         *CURRENT SURVEY CONTROL
 FL0156  ___________________________________________________________________
 FL0156* NAD 83(1986)-  35 14 34.     (N)    100 15 53.     (W)     SCALED    
 FL0156* NAVD 88     -       699.932  (meters)    2296.36   (feet)  ADJUSTED  
 FL0156  ___________________________________________________________________
 FL0156  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0156  DYNAMIC HT  -         699.205 (meters)    2293.98  (feet)  COMP
 FL0156  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 FL0156
 FL0156  VERT ORDER  -  FIRST     CLASS II
 FL0156
 FL0156.The horizontal coordinates were scaled from a topographic map and have
 FL0156.an estimated accuracy of +/- 6 seconds.
 FL0156
 FL0156.The orthometric height was determined by differential leveling
 FL0156.and adjusted by the National Geodetic Survey in June 1991..
 FL0156
 FL0156.The geoid height was determined by GEOID03.
 FL0156
 FL0156.The dynamic height is computed by dividing the NAVD 88
 FL0156.geopotential number by the normal gravity value computed on the
 FL0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0156.degrees latitude (g = 980.6199 gals.).
 FL0156
 FL0156.The modeled gravity was interpolated from observed gravity values.
 FL0156
 FL0156;                    North         East    Units  Estimated Accuracy
 FL0156;SPC TX N     - 1,138,570.      312,420.      MT  (+/- 180 meters Scaled)
 FL0156
 FL0156                          SUPERSEDED SURVEY CONTROL
 FL0156
 FL0156  NGVD 29 (??/??/92)  699.64   (m)         2295.4    (f) COMPUTED    1 2
 FL0156
 FL0156.Superseded values are not recommended for survey control.
 FL0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0156.See file dsdata.txt to determine how the superseded data were derived.
 FL0156
 FL0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE849007(NAD 83)
 FL0156_MARKER: DB = BENCH MARK DISK
 FL0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0156_STAMPING: U 353 1953
 FL0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0156+STABILITY: SURFACE MOTION
 FL0156
 FL0156  HISTORY     - Date     Condition        Report By
 FL0156  HISTORY     - 1953     MONUMENTED       CGS
 FL0156
 FL0156                          STATION DESCRIPTION
 FL0156
 FL0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0156'1.65 MI NW FROM SHAMROCK.
 FL0156'1.65 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER RAILROAD FROM THE
 FL0156'STATION AT SHAMROCK, 0.1 MILE NORTH OF THE OVERPASS OF A ROAD, 0.1
 FL0156'MILE SOUTH OF MILEPOST 281, 128 FEET SOUTHEAST OF THE CENTER OF A
 FL0156'PRIVATE ROAD CROSSING, 69.3 FEET EAST OF THE EAST RAIL, 4 FEET
 FL0156'NORTHWEST OF A FENCE, 2.7 FEET SOUTH OF A WITNESS POST, 4 FEET ABOVE
 FL0156'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FL0156'0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0181 ***********************************************************************
 FL0181  DESIGNATION -  U 354
 FL0181  PID         -  FL0181
 FL0181  STATE/COUNTY-  TX/WHEELER
 FL0181  USGS QUAD   -  RAMSDELL (1963)
 FL0181
 FL0181                         *CURRENT SURVEY CONTROL
 FL0181  ___________________________________________________________________
 FL0181* NAD 83(1986)-  35 11 30.     (N)    100 26 27.     (W)     SCALED    
 FL0181* NAVD 88     -       782.955  (meters)    2568.74   (feet)  ADJUSTED  
 FL0181  ___________________________________________________________________
 FL0181  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL0181  DYNAMIC HT  -         782.116 (meters)    2565.99  (feet)  COMP
 FL0181  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 FL0181
 FL0181  VERT ORDER  -  FIRST     CLASS II
 FL0181
 FL0181.The horizontal coordinates were scaled from a topographic map and have
 FL0181.an estimated accuracy of +/- 6 seconds.
 FL0181
 FL0181.The orthometric height was determined by differential leveling
 FL0181.and adjusted by the National Geodetic Survey in June 1991..
 FL0181
 FL0181.The geoid height was determined by GEOID03.
 FL0181
 FL0181.The dynamic height is computed by dividing the NAVD 88
 FL0181.geopotential number by the normal gravity value computed on the
 FL0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0181.degrees latitude (g = 980.6199 gals.).
 FL0181
 FL0181.The modeled gravity was interpolated from observed gravity values.
 FL0181
 FL0181;                    North         East    Units  Estimated Accuracy
 FL0181;SPC TX N     - 1,132,720.      296,450.      MT  (+/- 180 meters Scaled)
 FL0181
 FL0181                          SUPERSEDED SURVEY CONTROL
 FL0181
 FL0181  NGVD 29 (??/??/92)  782.647  (m)         2567.73   (f) ADJ UNCH    1 2
 FL0181
 FL0181.Superseded values are not recommended for survey control.
 FL0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0181.See file dsdata.txt to determine how the superseded data were derived.
 FL0181
 FL0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD688952(NAD 83)
 FL0181_MARKER: DB = BENCH MARK DISK
 FL0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0181_STAMPING: U 354 1953
 FL0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0181+STABILITY: SURFACE MOTION
 FL0181
 FL0181  HISTORY     - Date     Condition        Report By
 FL0181  HISTORY     - 1953     MONUMENTED       CGS
 FL0181
 FL0181                          STATION DESCRIPTION
 FL0181
 FL0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0181'10.25 MI E FROM MCLEAN.
 FL0181'10.25 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0181'FROM THE STATION AT MCLEAN, 0.25 MILE WEST OF THE STATION SIGN AT
 FL0181'RAMSDELL, 85 FEET SOUTHWEST OF THE CENTER OF A ROD CROSSING, 50.3 FEET
 FL0181'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 17 FEET NORTH OF A FENCE
 FL0181'CORNER, 2.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 FL0181'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0132 ***********************************************************************
 AO0132  DESIGNATION -  U 356
 AO0132  PID         -  AO0132
 AO0132  STATE/COUNTY-  TX/LA SALLE
 AO0132  USGS QUAD   -  PIEDRA CREEK SW (1974)
 AO0132
 AO0132                         *CURRENT SURVEY CONTROL
 AO0132  ___________________________________________________________________
 AO0132* NAD 83(1986)-  28 03 26.     (N)    098 56 02.     (W)     SCALED    
 AO0132* NAVD 88     -        88.476  (meters)     290.27   (feet)  POSTED    
 AO0132  ___________________________________________________________________
 AO0132  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AO0132  DYNAMIC HT  -          88.340 (meters)     289.83  (feet)  COMP
 AO0132  MODELED GRAV-     979,122.5   (mgal)                       NAVD 88
 AO0132
 AO0132  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0132
 AO0132.The horizontal coordinates were scaled from a topographic map and have
 AO0132.an estimated accuracy of +/- 6 seconds.
 AO0132
 AO0132.The orthometric height was determined by differential leveling
 AO0132.and adjusted by the National Geodetic Survey in 1992..
 AO0132.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0132.rate of 1.1 thru 2.0 mm/km.
 AO0132
 AO0132.The geoid height was determined by GEOID03.
 AO0132
 AO0132.The dynamic height is computed by dividing the NAVD 88
 AO0132.geopotential number by the normal gravity value computed on the
 AO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0132.degrees latitude (g = 980.6199 gals.).
 AO0132
 AO0132.The modeled gravity was interpolated from observed gravity values.
 AO0132
 AO0132;                    North         East    Units  Estimated Accuracy
 AO0132;SPC TXSC     - 4,024,820.      606,500.      MT  (+/- 180 meters Scaled)
 AO0132
 AO0132                          SUPERSEDED SURVEY CONTROL
 AO0132
 AO0132  NGVD 29 (??/??/92)   88.448  (m)          290.18   (f) ADJ UNCH    2 0
 AO0132
 AO0132.Superseded values are not recommended for survey control.
 AO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0132.See file dsdata.txt to determine how the superseded data were derived.
 AO0132
 AO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS064035(NAD 83)
 AO0132_MARKER: DB = BENCH MARK DISK
 AO0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0132_STAMPING: U-356 1935
 AO0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0132+STABILITY: SURFACE MOTION
 AO0132
 AO0132  HISTORY     - Date     Condition        Report By
 AO0132  HISTORY     - 1935     MONUMENTED       CGS
 AO0132  HISTORY     - 1973     MARK NOT FOUND   USGS
 AO0132
 AO0132                          STATION DESCRIPTION
 AO0132
 AO0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0132'28.9 MI SW FROM FREER.
 AO0132'28.9 MILES S. W. OF AND ALONG STATE HIGHWAY 55.  2 MILES E. OF
 AO0132'JUNCTION OF HIGHWAY 55 AND ROAD TO COTULLA.  68 FT. N. OF CENTERLINE
 AO0132'OF HIGHWAY.  SET IN TOP OF A CONCRETE POST.
 AO0132
 AO0132                          STATION RECOVERY (1973)
 AO0132
 AO0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AO0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0098 ***********************************************************************
 AJ0098  DESIGNATION -  U 357
 AJ0098  PID         -  AJ0098
 AJ0098  STATE/COUNTY-  TX/DUVAL
 AJ0098  USGS QUAD   -  ROSITA SE (1969)
 AJ0098
 AJ0098                         *CURRENT SURVEY CONTROL
 AJ0098  ___________________________________________________________________
 AJ0098* NAD 83(1986)-  27 46 10.     (N)    098 17 43.     (W)     SCALED    
 AJ0098* NAVD 88     -       106.880  (meters)     350.66   (feet)  POSTED    
 AJ0098  ___________________________________________________________________
 AJ0098  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AJ0098  DYNAMIC HT  -         106.710 (meters)     350.10  (feet)  COMP
 AJ0098  MODELED GRAV-     979,092.8   (mgal)                       NAVD 88
 AJ0098
 AJ0098  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0098
 AJ0098.The horizontal coordinates were scaled from a topographic map and have
 AJ0098.an estimated accuracy of +/- 6 seconds.
 AJ0098
 AJ0098.The orthometric height was determined by differential leveling
 AJ0098.and adjusted by the National Geodetic Survey in 1992..
 AJ0098.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0098.rate of 1.1 thru 2.0 mm/km.
 AJ0098
 AJ0098.The geoid height was determined by GEOID03.
 AJ0098
 AJ0098.The dynamic height is computed by dividing the NAVD 88
 AJ0098.geopotential number by the normal gravity value computed on the
 AJ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0098.degrees latitude (g = 980.6199 gals.).
 AJ0098
 AJ0098.The modeled gravity was interpolated from observed gravity values.
 AJ0098
 AJ0098;                    North         East    Units  Estimated Accuracy
 AJ0098;SPC TX S     - 5,232,990.      320,180.      MT  (+/- 180 meters Scaled)
 AJ0098
 AJ0098                          SUPERSEDED SURVEY CONTROL
 AJ0098
 AJ0098  NGVD 29 (??/??/92)  106.953  (m)          350.89   (f) ADJ UNCH    2 0
 AJ0098
 AJ0098.Superseded values are not recommended for survey control.
 AJ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0098.See file dsdata.txt to determine how the superseded data were derived.
 AJ0098
 AJ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR694718(NAD 83)
 AJ0098_MARKER: DB = BENCH MARK DISK
 AJ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0098_STAMPING: U-357 1935
 AJ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0098+STABILITY: SURFACE MOTION
 AJ0098
 AJ0098  HISTORY     - Date     Condition        Report By
 AJ0098  HISTORY     - 1935     MONUMENTED       CGS
 AJ0098  HISTORY     - 1969     MARK NOT FOUND   USGS
 AJ0098
 AJ0098                          STATION DESCRIPTION
 AJ0098
 AJ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0098'3.9 MI W FROM SAN DIEGO.
 AJ0098'3.9 MILES WEST OF AND ALONG STATE HIGHWAY 55.  42 FT. N. OF CENTERLINE
 AJ0098'OF ROAD.  36 YDS. N. W. OF N. E. CORNER OF A CULTIVATED FIELD ON
 AJ0098'OPPOSITE SIDE OF ROAD.  SET IN TOP OF A CONCRETE POST.
 AJ0098
 AJ0098                          STATION RECOVERY (1969)
 AJ0098
 AJ0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0643 ***********************************************************************
 GK0643  DESIGNATION -  U 358
 GK0643  PID         -  GK0643
 GK0643  STATE/COUNTY-  TX/MOORE
 GK0643  USGS QUAD   -  CACTUS EAST (1963)
 GK0643
 GK0643                         *CURRENT SURVEY CONTROL
 GK0643  ___________________________________________________________________
 GK0643* NAD 83(1986)-  36 01 25.     (N)    101 53 47.     (W)     SCALED    
 GK0643* NAVD 88     -      1081.883  (meters)    3549.48   (feet)  ADJUSTED  
 GK0643  ___________________________________________________________________
 GK0643  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 GK0643  DYNAMIC HT  -        1080.654 (meters)    3545.45  (feet)  COMP
 GK0643  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 GK0643
 GK0643  VERT ORDER  -  SECOND    CLASS 0
 GK0643
 GK0643.The horizontal coordinates were scaled from a topographic map and have
 GK0643.an estimated accuracy of +/- 6 seconds.
 GK0643
 GK0643.The orthometric height was determined by differential leveling
 GK0643.and adjusted by the National Geodetic Survey in June 1991..
 GK0643
 GK0643.The geoid height was determined by GEOID03.
 GK0643
 GK0643.The dynamic height is computed by dividing the NAVD 88
 GK0643.geopotential number by the normal gravity value computed on the
 GK0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0643.degrees latitude (g = 980.6199 gals.).
 GK0643
 GK0643.The modeled gravity was interpolated from observed gravity values.
 GK0643
 GK0643;                    North         East    Units  Estimated Accuracy
 GK0643;SPC TX N     - 1,224,570.      164,270.      MT  (+/- 180 meters Scaled)
 GK0643
 GK0643                          SUPERSEDED SURVEY CONTROL
 GK0643
 GK0643  NGVD 29 (??/??/92) 1081.369  (m)         3547.79   (f) ADJ UNCH    2 0
 GK0643
 GK0643.Superseded values are not recommended for survey control.
 GK0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0643.See file dsdata.txt to determine how the superseded data were derived.
 GK0643
 GK0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE389904(NAD 83)
 GK0643_MARKER: DB = BENCH MARK DISK
 GK0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0643_STAMPING: U 358 1943
 GK0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0643+STABILITY: SURFACE MOTION
 GK0643
 GK0643  HISTORY     - Date     Condition        Report By
 GK0643  HISTORY     - 1943     MONUMENTED       CGS
 GK0643
 GK0643                          STATION DESCRIPTION
 GK0643
 GK0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0643'4.0 MI W FROM SUNRAY.
 GK0643'THIS MARK IS ABOUT 4.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0643'GULF RAILWAY FROM THE STATION AT SUNRAY, MOORE COUNTY, 81.0 FEET NORTH
 GK0643'OF MILEPOST 24, 38.0 FEET NORTH OF THE NORTH RAIL, PROJECTING ABOUT
 GK0643'3-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0393 ***********************************************************************
 CD0393  DESIGNATION -  U 359
 CD0393  PID         -  CD0393
 CD0393  STATE/COUNTY-  TX/HUDSPETH
 CD0393  USGS QUAD   -  CORNUDAS (1984)
 CD0393
 CD0393                         *CURRENT SURVEY CONTROL
 CD0393  ___________________________________________________________________
 CD0393* NAD 83(1986)-  31 46 22.     (N)    105 26 06.     (W)     SCALED    
 CD0393* NAVD 88     -      1309.379  (meters)    4295.85   (feet)  ADJUSTED  
 CD0393  ___________________________________________________________________
 CD0393  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0393  DYNAMIC HT  -        1307.383 (meters)    4289.31  (feet)  COMP
 CD0393  MODELED GRAV-     979,070.2   (mgal)                       NAVD 88
 CD0393
 CD0393  VERT ORDER  -  FIRST     CLASS II
 CD0393
 CD0393.The horizontal coordinates were scaled from a topographic map and have
 CD0393.an estimated accuracy of +/- 6 seconds.
 CD0393
 CD0393.The orthometric height was determined by differential leveling
 CD0393.and adjusted by the National Geodetic Survey in June 1991..
 CD0393
 CD0393.The geoid height was determined by GEOID03.
 CD0393
 CD0393.The dynamic height is computed by dividing the NAVD 88
 CD0393.geopotential number by the normal gravity value computed on the
 CD0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0393.degrees latitude (g = 980.6199 gals.).
 CD0393
 CD0393.The modeled gravity was interpolated from observed gravity values.
 CD0393
 CD0393;                    North         East    Units  Estimated Accuracy
 CD0393;SPC TX C     - 3,244,560.      216,930.      MT  (+/- 180 meters Scaled)
 CD0393
 CD0393                          SUPERSEDED SURVEY CONTROL
 CD0393
 CD0393  NGVD 29 (??/??/92) 1308.801  (m)         4293.96   (f) ADJ UNCH    1 2
 CD0393
 CD0393.Superseded values are not recommended for survey control.
 CD0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0393.See file dsdata.txt to determine how the superseded data were derived.
 CD0393
 CD0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR588153(NAD 83)
 CD0393_MARKER: DB = BENCH MARK DISK
 CD0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0393_STAMPING: U 359 1943
 CD0393_PROJECTION: PROJECTING 7 CENTIMETERS
 CD0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0393+STABILITY: SURFACE MOTION
 CD0393
 CD0393  HISTORY     - Date     Condition        Report By
 CD0393  HISTORY     - 1943     MONUMENTED       CGS
 CD0393  HISTORY     - 1981     GOOD             NGS
 CD0393
 CD0393                          STATION DESCRIPTION
 CD0393
 CD0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0393'65.5 MI E FROM EL PASO.
 CD0393'IN HUDSPETH COUNTY, 65.5 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0393'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 0.4 MILE WEST OF A
 CD0393'CATTLEGUARD, AND 54 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 CD0393'STANDARD DISK, STAMPED U 359 1943 AND SET IN THE TOP OF A CONCRETE
 CD0393'POST PROJECTING 10 INCHES ABOVE GROUND.
 CD0393
 CD0393                          STATION RECOVERY (1981)
 CD0393
 CD0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0393'98.2 KM (61.0 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0393'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0393'4.3 KM (2.7 MI) EAST OF RANCH ROAD 2317, 15.7 METERS (51.6 FT)
 CD0393'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.6 METER
 CD0393'(2.0 FT) SOUTH-SOUTHWEST OF A FENCE.
 CD0393'THE MARK IS 0.7 METERS  SSW FROM A WITNESS POST.
 CD0393'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0843 ***********************************************************************
 AY0843  DESIGNATION -  U 36
 AY0843  PID         -  AY0843
 AY0843  STATE/COUNTY-  TX/MEDINA
 AY0843  USGS QUAD   -  LYTLE (1982)
 AY0843
 AY0843                         *CURRENT SURVEY CONTROL
 AY0843  ___________________________________________________________________
 AY0843* NAD 83(1986)-  29 11 49.     (N)    098 51 24.     (W)     SCALED    
 AY0843* NAVD 88     -       210.065  (meters)     689.19   (feet)  ADJUSTED  
 AY0843  ___________________________________________________________________
 AY0843  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AY0843  DYNAMIC HT  -         209.764 (meters)     688.20  (feet)  COMP
 AY0843  MODELED GRAV-     979,205.7   (mgal)                       NAVD 88
 AY0843
 AY0843  VERT ORDER  -  FIRST     CLASS II
 AY0843
 AY0843.The horizontal coordinates were scaled from a topographic map and have
 AY0843.an estimated accuracy of +/- 6 seconds.
 AY0843
 AY0843.The orthometric height was determined by differential leveling
 AY0843.and adjusted by the National Geodetic Survey in June 1991..
 AY0843
 AY0843.The geoid height was determined by GEOID03.
 AY0843
 AY0843.The dynamic height is computed by dividing the NAVD 88
 AY0843.geopotential number by the normal gravity value computed on the
 AY0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0843.degrees latitude (g = 980.6199 gals.).
 AY0843
 AY0843.The modeled gravity was interpolated from observed gravity values.
 AY0843
 AY0843;                    North         East    Units  Estimated Accuracy
 AY0843;SPC TXSC     - 4,151,130.      613,940.      MT  (+/- 180 meters Scaled)
 AY0843
 AY0843                          SUPERSEDED SURVEY CONTROL
 AY0843
 AY0843  NGVD 29 (??/??/92)  209.947  (m)          688.80   (f) ADJ UNCH    1 2
 AY0843
 AY0843.Superseded values are not recommended for survey control.
 AY0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0843.See file dsdata.txt to determine how the superseded data were derived.
 AY0843
 AY0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT139298(NAD 83)
 AY0843_MARKER: DB = BENCH MARK DISK
 AY0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0843+STABILITY: SURFACE MOTION
 AY0843
 AY0843  HISTORY     - Date     Condition        Report By
 AY0843  HISTORY     - UNK      MONUMENTED       CGS
 AY0843  HISTORY     - 1956     GOOD             NGS
 AY0843  HISTORY     - 19950522 MARK NOT FOUND   USPSQD
 AY0843  HISTORY     - 19970917 MARK NOT FOUND   USPSQD
 AY0843  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0843
 AY0843                          STATION DESCRIPTION
 AY0843
 AY0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0843'0.75 MI NE FROM NATALIA.
 AY0843'0.75 MILE NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0843'RAILROAD FROM THE STATION AT NATALIA, 4 1/2 RAILS SOUTHWEST OF A ROAD
 AY0843'CROSSING, 33 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 36.4 FEET NORTHEAST
 AY0843'OF A TELEPHONE POLE, 3.8 FEET NORTHWEST OF A FENCE, 1.4 FEET NORTHEAST
 AY0843'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY0843'0.4 FOOT ABOVE THE GROUND.  THIS MARK IS AT THE LOCATION GIVEN IN THE
 AY0843'OLD DESCRIPTION BUT IS AN OLD TYPE BENCH MARK DISK INSTEAD OF A SQUARE
 AY0843'HOLE.
 AY0843
 AY0843                          STATION RECOVERY (1995)
 AY0843
 AY0843'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0843'MARK NOT FOUND.
 AY0843
 AY0843                          STATION RECOVERY (1997)
 AY0843
 AY0843'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0843'MARK NOT FOUND.
 AY0843
 AY0843                          STATION RECOVERY (2002)
 AY0843
 AY0843'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0463 ***********************************************************************
 EN0463  DESIGNATION -  U 361
 EN0463  PID         -  EN0463
 EN0463  STATE/COUNTY-  TX/RANDALL
 EN0463  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0463
 EN0463                         *CURRENT SURVEY CONTROL
 EN0463  ___________________________________________________________________
 EN0463* NAD 83(1986)-  34 59 07.     (N)    101 44 36.     (W)     SCALED    
 EN0463* NAVD 88     -      1075.999  (meters)    3530.17   (feet)  ADJUSTED  
 EN0463  ___________________________________________________________________
 EN0463  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EN0463  DYNAMIC HT  -        1074.702 (meters)    3525.92  (feet)  COMP
 EN0463  MODELED GRAV-     979,392.0   (mgal)                       NAVD 88
 EN0463
 EN0463  VERT ORDER  -  SECOND    CLASS 0
 EN0463
 EN0463.The horizontal coordinates were scaled from a topographic map and have
 EN0463.an estimated accuracy of +/- 6 seconds.
 EN0463
 EN0463.The orthometric height was determined by differential leveling
 EN0463.and adjusted by the National Geodetic Survey in June 1991..
 EN0463
 EN0463.The geoid height was determined by GEOID03.
 EN0463
 EN0463.The dynamic height is computed by dividing the NAVD 88
 EN0463.geopotential number by the normal gravity value computed on the
 EN0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0463.degrees latitude (g = 980.6199 gals.).
 EN0463
 EN0463.The modeled gravity was interpolated from observed gravity values.
 EN0463
 EN0463;                    North         East    Units  Estimated Accuracy
 EN0463;SPC TX N     - 1,109,330.      177,780.      MT  (+/- 180 meters Scaled)
 EN0463
 EN0463                          SUPERSEDED SURVEY CONTROL
 EN0463
 EN0463  NGVD 29 (??/??/92) 1075.529  (m)         3528.63   (f) ADJ UNCH    2 0
 EN0463
 EN0463.Superseded values are not recommended for survey control.
 EN0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0463.See file dsdata.txt to determine how the superseded data were derived.
 EN0463
 EN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD495748(NAD 83)
 EN0463_MARKER: DB = BENCH MARK DISK
 EN0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0463_SP_SET: PIER
 EN0463_STAMPING: U 361 1943
 EN0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0463
 EN0463  HISTORY     - Date     Condition        Report By
 EN0463  HISTORY     - 1943     MONUMENTED       CGS
 EN0463  HISTORY     - 1956     GOOD             USGS
 EN0463  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0463
 EN0463                          STATION DESCRIPTION
 EN0463
 EN0463'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 EN0463'10.5 MI E FROM CANYON.
 EN0463'2.25 MILES WEST OF THE ENTRANCE TO PALO DURO STATE PARK.  10.5 MILES
 EN0463'EAST ALONG PALO DURO DRIVE (STATE HIGHWAY 217) FROM THE COUNTY
 EN0463'COURTHOUSE AT CANYON, RANDALL COUNTY, AT CONCRETE CULVERT S2-T50, IN
 EN0463'THE CENTER OF THE TOP OF THE SOUTH HEADWALL, DIRECTLY ABOVE THE CENTER
 EN0463'CONCRETE PIER, AND 15.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A
 EN0463'STANDARD DISK, STAMPED U 361 1943.
 EN0463
 EN0463                          STATION RECOVERY (1980)
 EN0463
 EN0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0463'DESTROYED WHEN ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0251 ***********************************************************************
 EN0251  DESIGNATION -  U 362
 EN0251  PID         -  EN0251
 EN0251  STATE/COUNTY-  TX/ARMSTRONG
 EN0251  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0251
 EN0251                         *CURRENT SURVEY CONTROL
 EN0251  ___________________________________________________________________
 EN0251* NAD 83(1986)-  34 51 42.     (N)    101 29 37.     (W)     SCALED    
 EN0251* NAVD 88     -       780.593  (meters)    2561.00   (feet)  ADJUSTED  
 EN0251  ___________________________________________________________________
 EN0251  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0251  DYNAMIC HT  -         779.660 (meters)    2557.93  (feet)  COMP
 EN0251  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 EN0251
 EN0251  VERT ORDER  -  SECOND    CLASS 0
 EN0251
 EN0251.The horizontal coordinates were scaled from a topographic map and have
 EN0251.an estimated accuracy of +/- 6 seconds.
 EN0251
 EN0251.The orthometric height was determined by differential leveling
 EN0251.and adjusted by the National Geodetic Survey in June 1991..
 EN0251
 EN0251.The geoid height was determined by GEOID03.
 EN0251
 EN0251.The dynamic height is computed by dividing the NAVD 88
 EN0251.geopotential number by the normal gravity value computed on the
 EN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0251.degrees latitude (g = 980.6199 gals.).
 EN0251
 EN0251.The modeled gravity was interpolated from observed gravity values.
 EN0251
 EN0251;                    North         East    Units  Estimated Accuracy
 EN0251;SPC TX N     - 1,095,590.      200,580.      MT  (+/- 180 meters Scaled)
 EN0251
 EN0251                          SUPERSEDED SURVEY CONTROL
 EN0251
 EN0251  NGVD 29 (??/??/92)  780.152  (m)         2559.55   (f) ADJ UNCH    2 0
 EN0251
 EN0251.Superseded values are not recommended for survey control.
 EN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0251.See file dsdata.txt to determine how the superseded data were derived.
 EN0251
 EN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD720605(NAD 83)
 EN0251_MARKER: DB = BENCH MARK DISK
 EN0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0251_SP_SET: TREE
 EN0251_STAMPING: U 362 1943
 EN0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0251
 EN0251  HISTORY     - Date     Condition        Report By
 EN0251  HISTORY     - 1943     MONUMENTED       CGS
 EN0251
 EN0251                          STATION DESCRIPTION
 EN0251
 EN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0251'32.9 MI SE FROM CANYON.
 EN0251'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0251'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 12.9 MILES EAST
 EN0251'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  ON THE WEST
 EN0251'SIDE OF A LONG HORSESHOE BEND IN THE RIVER, 60 FEET EAST OF THE EAST
 EN0251'BANK, IN THE WEST SIDE OF THE TRUNK OF A 30-INCH COTTONWOOD TREE, AND
 EN0251'1.8 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED U 362 1943 AND
 EN0251'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0386 ***********************************************************************
 FL0386  DESIGNATION -  U 363
 FL0386  PID         -  FL0386
 FL0386  STATE/COUNTY-  TX/WHEELER
 FL0386  USGS QUAD   -  BACK (1962)
 FL0386
 FL0386                         *CURRENT SURVEY CONTROL
 FL0386  ___________________________________________________________________
 FL0386* NAD 83(1986)-  35 16 13.     (N)    100 32 17.     (W)     SCALED    
 FL0386* NAVD 88     -       844.247  (meters)    2769.83   (feet)  ADJUSTED  
 FL0386  ___________________________________________________________________
 FL0386  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL0386  DYNAMIC HT  -         843.345 (meters)    2766.87  (feet)  COMP
 FL0386  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 FL0386
 FL0386  VERT ORDER  -  SECOND    CLASS 0
 FL0386
 FL0386.The horizontal coordinates were scaled from a topographic map and have
 FL0386.an estimated accuracy of +/- 6 seconds.
 FL0386
 FL0386.The orthometric height was determined by differential leveling
 FL0386.and adjusted by the National Geodetic Survey in June 1991..
 FL0386
 FL0386.The geoid height was determined by GEOID03.
 FL0386
 FL0386.The dynamic height is computed by dividing the NAVD 88
 FL0386.geopotential number by the normal gravity value computed on the
 FL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0386.degrees latitude (g = 980.6199 gals.).
 FL0386
 FL0386.The modeled gravity was interpolated from observed gravity values.
 FL0386
 FL0386;                    North         East    Units  Estimated Accuracy
 FL0386;SPC TX N     - 1,141,350.      287,520.      MT  (+/- 180 meters Scaled)
 FL0386
 FL0386                          SUPERSEDED SURVEY CONTROL
 FL0386
 FL0386  NGVD 29 (??/??/92)  843.924  (m)         2768.77   (f) ADJ UNCH    2 0
 FL0386
 FL0386.Superseded values are not recommended for survey control.
 FL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0386.See file dsdata.txt to determine how the superseded data were derived.
 FL0386
 FL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE601041(NAD 83)
 FL0386_MARKER: DB = BENCH MARK DISK
 FL0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0386_STAMPING: U 363 1943
 FL0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0386+STABILITY: SURFACE MOTION
 FL0386
 FL0386  HISTORY     - Date     Condition        Report By
 FL0386  HISTORY     - 1943     MONUMENTED       CGS
 FL0386  HISTORY     - 1962     MARK NOT FOUND   NGS
 FL0386
 FL0386                          STATION DESCRIPTION
 FL0386
 FL0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FL0386'5.8 MI NE FROM MCLEAN.
 FL0386'IN WHEELER COUNTY, 2.8 MILES NORTH AND 3.0 MILES EAST ALONG GRADED
 FL0386'DIRT ROADS FROM THE POST OFFICE AT MCLEAN, GRAY COUNTY, AT A ROAD
 FL0386'INTERSECTION, 98 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 FL0386'ROAD, 37 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 4
 FL0386'FEET SOUTH OF THE SOUTHWEST CORNER OF A FENCE, AND 2 FEET SOUTHWEST OF
 FL0386'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED U 363 1943 AND
 FL0386'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 FL0386'NOTE-- THE NORTH-SOUTH ROAD HAS BEEN WIDENED CONSIDERABLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0243 ***********************************************************************
 CV0243  DESIGNATION -  U 364
 CV0243  PID         -  CV0243
 CV0243  STATE/COUNTY-  TX/YOAKUM
 CV0243  USGS QUAD   -  HIGGINBOTHAM (1971)
 CV0243
 CV0243                         *CURRENT SURVEY CONTROL
 CV0243  ___________________________________________________________________
 CV0243* NAD 83(1986)-  32 57 53.     (N)    102 53 16.     (W)     SCALED    
 CV0243* NAVD 88     -      1094.551  (meters)    3591.04   (feet)  ADJUSTED  
 CV0243  ___________________________________________________________________
 CV0243  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 CV0243  DYNAMIC HT  -        1093.098 (meters)    3586.27  (feet)  COMP
 CV0243  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 CV0243
 CV0243  VERT ORDER  -  SECOND    CLASS 0
 CV0243
 CV0243.The horizontal coordinates were scaled from a topographic map and have
 CV0243.an estimated accuracy of +/- 6 seconds.
 CV0243
 CV0243.The orthometric height was determined by differential leveling
 CV0243.and adjusted by the National Geodetic Survey in June 1991..
 CV0243
 CV0243.The geoid height was determined by GEOID03.
 CV0243
 CV0243.The dynamic height is computed by dividing the NAVD 88
 CV0243.geopotential number by the normal gravity value computed on the
 CV0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0243.degrees latitude (g = 980.6199 gals.).
 CV0243
 CV0243.The modeled gravity was interpolated from observed gravity values.
 CV0243
 CV0243;                    North         East    Units  Estimated Accuracy
 CV0243;SPC TXNC     - 2,152,510.      189,960.      MT  (+/- 180 meters Scaled)
 CV0243
 CV0243                          SUPERSEDED SURVEY CONTROL
 CV0243
 CV0243  NGVD 29 (??/??/92) 1094.18   (m)         3589.8    (f) COMPUTED    2 0
 CV0243
 CV0243.Superseded values are not recommended for survey control.
 CV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0243.See file dsdata.txt to determine how the superseded data were derived.
 CV0243
 CV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS974493(NAD 83)
 CV0243_MARKER: DB = BENCH MARK DISK
 CV0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0243_STAMPING: U 364 1943
 CV0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0243+STABILITY: SURFACE MOTION
 CV0243
 CV0243  HISTORY     - Date     Condition        Report By
 CV0243  HISTORY     - 1943     MONUMENTED       CGS
 CV0243  HISTORY     - 1971     MARK NOT FOUND   USGS
 CV0243
 CV0243                          STATION DESCRIPTION
 CV0243
 CV0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0243'3.4 MI W FROM DENVER CITY.
 CV0243'3.4 MILES WEST ALONG THE ROAD LEADING TO ALLRED FROM THE POST OFFICE
 CV0243'AT DENVER CITY, YOAKUM COUNTY, 1.5 MILES SOUTH OF THE POST OFFICE AT
 CV0243'ALLRED, AT THE T-JUNCTION OF THE ROAD LEADING NORTH TO ALLRED, 166
 CV0243'FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD, 77 FEET EAST OF THE
 CV0243'CENTERLINE OF THE ROAD LEADING NORTH, 63 FEET WEST OF A WELL, 2 FEET
 CV0243'WEST OF A NORTH-AND-SOUTH FENCE, AND 2 FEET SOUTH OF A WHITE WOODEN
 CV0243'WITNESS POST.  A STANDARD DISK, STAMPED U 364 1943 AND SET IN THE TOP
 CV0243'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 CV0243
 CV0243                          STATION RECOVERY (1971)
 CV0243
 CV0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CV0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0123 ***********************************************************************
 DQ0123  DESIGNATION -  U 365
 DQ0123  PID         -  DQ0123
 DQ0123  STATE/COUNTY-  TX/YOAKUM
 DQ0123  USGS QUAD   -  TOKIO (1970)
 DQ0123
 DQ0123                         *CURRENT SURVEY CONTROL
 DQ0123  ___________________________________________________________________
 DQ0123* NAD 83(1986)-  33 11 45.     (N)    102 36 42.     (W)     SCALED    
 DQ0123* NAVD 88     -      1078.666  (meters)    3538.92   (feet)  ADJUSTED  
 DQ0123  ___________________________________________________________________
 DQ0123  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 DQ0123  DYNAMIC HT  -        1077.232 (meters)    3534.22  (feet)  COMP
 DQ0123  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 DQ0123
 DQ0123  VERT ORDER  -  SECOND    CLASS 0
 DQ0123
 DQ0123.The horizontal coordinates were scaled from a topographic map and have
 DQ0123.an estimated accuracy of +/- 6 seconds.
 DQ0123
 DQ0123.The orthometric height was determined by differential leveling
 DQ0123.and adjusted by the National Geodetic Survey in June 1991..
 DQ0123
 DQ0123.The geoid height was determined by GEOID03.
 DQ0123
 DQ0123.The dynamic height is computed by dividing the NAVD 88
 DQ0123.geopotential number by the normal gravity value computed on the
 DQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0123.degrees latitude (g = 980.6199 gals.).
 DQ0123
 DQ0123.The modeled gravity was interpolated from observed gravity values.
 DQ0123
 DQ0123;                    North         East    Units  Estimated Accuracy
 DQ0123;SPC TXNC     - 2,177,070.      216,750.      MT  (+/- 180 meters Scaled)
 DQ0123
 DQ0123                          SUPERSEDED SURVEY CONTROL
 DQ0123
 DQ0123  NGVD 29 (??/??/92) 1078.266  (m)         3537.61   (f) ADJ UNCH    2 0
 DQ0123
 DQ0123.Superseded values are not recommended for survey control.
 DQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0123.See file dsdata.txt to determine how the superseded data were derived.
 DQ0123
 DQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS226755(NAD 83)
 DQ0123_MARKER: DB = BENCH MARK DISK
 DQ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0123_STAMPING: U 365 1943
 DQ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0123+STABILITY: SURFACE MOTION
 DQ0123
 DQ0123  HISTORY     - Date     Condition        Report By
 DQ0123  HISTORY     - 1943     MONUMENTED       CGS
 DQ0123  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0123
 DQ0123                          STATION DESCRIPTION
 DQ0123
 DQ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0123'2.9 MI NW FROM TOKIO.
 DQ0123'THIS MARK IS ABOUT 1.9 MILES WEST ALONG U.S. HIGHWAY 380 AND 62 AND
 DQ0123'ABOUT 1.0 MILE NORTH FROM TOKIO, SET AT A CROSS ROAD, 46.0 FEET SOUTH
 DQ0123'OF THE CENTER LINE OF A ROAD RUNNING EAST-WEST, 64.0 FEET WEST OF THE
 DQ0123'CENTER LINE OF A ROAD RUNNING NORTH-SOUTH, 17.0 FEET SOUTH OF A POWER
 DQ0123'POLE, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A
 DQ0123'WHITE REFERENCE POST.
 DQ0123
 DQ0123                          STATION RECOVERY (1971)
 DQ0123
 DQ0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0230 ***********************************************************************
 DQ0230  DESIGNATION -  U 366
 DQ0230  PID         -  DQ0230
 DQ0230  STATE/COUNTY-  TX/COCHRAN
 DQ0230  USGS QUAD   -  WHITEFACE (1965)
 DQ0230
 DQ0230                         *CURRENT SURVEY CONTROL
 DQ0230  ___________________________________________________________________
 DQ0230* NAD 83(1986)-  33 31 41.     (N)    102 36 39.     (W)     SCALED    
 DQ0230* NAVD 88     -      1117.584  (meters)    3666.61   (feet)  ADJUSTED  
 DQ0230  ___________________________________________________________________
 DQ0230  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DQ0230  DYNAMIC HT  -        1116.115 (meters)    3661.79  (feet)  COMP
 DQ0230  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 DQ0230
 DQ0230  VERT ORDER  -  SECOND    CLASS 0
 DQ0230
 DQ0230.The horizontal coordinates were scaled from a topographic map and have
 DQ0230.an estimated accuracy of +/- 6 seconds.
 DQ0230
 DQ0230.The orthometric height was determined by differential leveling
 DQ0230.and adjusted by the National Geodetic Survey in June 1991..
 DQ0230
 DQ0230.The geoid height was determined by GEOID03.
 DQ0230
 DQ0230.The dynamic height is computed by dividing the NAVD 88
 DQ0230.geopotential number by the normal gravity value computed on the
 DQ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0230.degrees latitude (g = 980.6199 gals.).
 DQ0230
 DQ0230.The modeled gravity was interpolated from observed gravity values.
 DQ0230
 DQ0230;                    North         East    Units  Estimated Accuracy
 DQ0230;SPC TXNC     - 2,213,880.      218,270.      MT  (+/- 180 meters Scaled)
 DQ0230
 DQ0230                          SUPERSEDED SURVEY CONTROL
 DQ0230
 DQ0230  NGVD 29 (??/??/92) 1117.180  (m)         3665.28   (f) ADJ UNCH    2 0
 DQ0230
 DQ0230.Superseded values are not recommended for survey control.
 DQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0230.See file dsdata.txt to determine how the superseded data were derived.
 DQ0230
 DQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT218123(NAD 83)
 DQ0230_MARKER: DB = BENCH MARK DISK
 DQ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0230_STAMPING: U 366 1943
 DQ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0230+STABILITY: SURFACE MOTION
 DQ0230
 DQ0230  HISTORY     - Date     Condition        Report By
 DQ0230  HISTORY     - 1943     MONUMENTED       CGS
 DQ0230
 DQ0230                          STATION DESCRIPTION
 DQ0230
 DQ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0230'4.9 MI S FROM WHITEFACE.
 DQ0230'THIS MARK IS ABOUT 4.9 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0230'RAILROAD STATION AT WHITEFACE, COCHRAN COUNTY, SET ON THE SUMMIT OF A
 DQ0230'HILL, AT A FENCE-GATE WHICH IS PARALLEL WITH THE ROAD, 10.3 FEET WEST
 DQ0230'OF A FENCE RUNNING PARALLEL WITH THE ROAD, 17.0 FEET NORTHWEST OF THE
 DQ0230'NORTH GATE POST, 41.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DQ0230'PROJECTING ABOUT 5-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHWEST OF A
 DQ0230'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0171 ***********************************************************************
 EO0171  DESIGNATION -  U 368
 EO0171  PID         -  EO0171
 EO0171  STATE/COUNTY-  TX/BAILEY
 EO0171  USGS QUAD   -  MULESHOE (1980)
 EO0171
 EO0171                         *CURRENT SURVEY CONTROL
 EO0171  ___________________________________________________________________
 EO0171* NAD 83(1986)-  34 12 06.     (N)    102 43 58.     (W)     SCALED    
 EO0171* NAVD 88     -      1158.054  (meters)    3799.38   (feet)  POSTED    
 EO0171  ___________________________________________________________________
 EO0171  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 EO0171  DYNAMIC HT  -        1156.560 (meters)    3794.48  (feet)  COMP
 EO0171  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 EO0171
 EO0171  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0171
 EO0171.The horizontal coordinates were scaled from a topographic map and have
 EO0171.an estimated accuracy of +/- 6 seconds.
 EO0171
 EO0171.The orthometric height was determined by differential leveling
 EO0171.and adjusted by the National Geodetic Survey in 1992..
 EO0171.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0171.rate of 2.1 thru 3.0 mm/km.
 EO0171
 EO0171.The geoid height was determined by GEOID03.
 EO0171
 EO0171.The dynamic height is computed by dividing the NAVD 88
 EO0171.geopotential number by the normal gravity value computed on the
 EO0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0171.degrees latitude (g = 980.6199 gals.).
 EO0171
 EO0171.The modeled gravity was interpolated from observed gravity values.
 EO0171
 EO0171;                    North         East    Units  Estimated Accuracy
 EO0171;SPC TXNC     - 2,288,990.      209,960.      MT  (+/- 180 meters Scaled)
 EO0171
 EO0171                          SUPERSEDED SURVEY CONTROL
 EO0171
 EO0171  NGVD 29 (??/??/92) 1157.508  (m)         3797.59   (f) ADJ UNCH    2 0
 EO0171
 EO0171.Superseded values are not recommended for survey control.
 EO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0171.See file dsdata.txt to determine how the superseded data were derived.
 EO0171
 EO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT088868(NAD 83)
 EO0171_MARKER: DB = BENCH MARK DISK
 EO0171_SETTING: 0 = UNSPECIFIED SETTING
 EO0171_STAMPING: U 368 1943
 EO0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0171
 EO0171  HISTORY     - Date     Condition        Report By
 EO0171  HISTORY     - 1943     MONUMENTED       CGS
 EO0171  HISTORY     - 1962     MARK NOT FOUND   NGS
 EO0171
 EO0171                          STATION DESCRIPTION
 EO0171
 EO0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EO0171'1.5 MI S FROM MULESHOE.
 EO0171'THIS MARK IS ABOUT 1.5 MI. S. ALONG STATE HIGHWAY 214 FROM THE COURT
 EO0171'HOUSE AT MULESHOE, BAILEY COUNTY, 10.3 FT. S. OF A POWER POLE, 2 FEET
 EO0171'W. OF THE E. RIGHT-OF-WAY FENCE, 48 FEET E. OF THE CENTERLINE OF THE
 EO0171'HIGHWAY, PROJECTING ABOUT 3 INCHES ABOVE THE GROUND, 2 FEET N.W. OF A
 EO0171'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0082 ***********************************************************************
 GL0082  DESIGNATION -  U 369
 GL0082  PID         -  GL0082
 GL0082  STATE/COUNTY-  TX/MOORE
 GL0082  USGS QUAD   -  CACTUS WEST (1965)
 GL0082
 GL0082                         *CURRENT SURVEY CONTROL
 GL0082  ___________________________________________________________________
 GL0082* NAD 83(1986)-  36 01 24.     (N)    102 02 09.     (W)     SCALED    
 GL0082* NAVD 88     -      1117.393  (meters)    3665.98   (feet)  ADJUSTED  
 GL0082  ___________________________________________________________________
 GL0082  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 GL0082  DYNAMIC HT  -        1116.115 (meters)    3661.79  (feet)  COMP
 GL0082  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 GL0082
 GL0082  VERT ORDER  -  SECOND    CLASS 0
 GL0082
 GL0082.The horizontal coordinates were scaled from a topographic map and have
 GL0082.an estimated accuracy of +/- 6 seconds.
 GL0082
 GL0082.The orthometric height was determined by differential leveling
 GL0082.and adjusted by the National Geodetic Survey in June 1991..
 GL0082
 GL0082.The geoid height was determined by GEOID03.
 GL0082
 GL0082.The dynamic height is computed by dividing the NAVD 88
 GL0082.geopotential number by the normal gravity value computed on the
 GL0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0082.degrees latitude (g = 980.6199 gals.).
 GL0082
 GL0082.The modeled gravity was interpolated from observed gravity values.
 GL0082
 GL0082;                    North         East    Units  Estimated Accuracy
 GL0082;SPC TX N     - 1,224,600.      151,700.      MT  (+/- 180 meters Scaled)
 GL0082
 GL0082                          SUPERSEDED SURVEY CONTROL
 GL0082
 GL0082  NGVD 29 (??/??/92) 1116.86   (m)         3664.2    (f) COMPUTED    2 0
 GL0082
 GL0082.Superseded values are not recommended for survey control.
 GL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0082.See file dsdata.txt to determine how the superseded data were derived.
 GL0082
 GL0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV671906(NAD 83)
 GL0082_MARKER: DB = BENCH MARK DISK
 GL0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0082_STAMPING: U 369 1943
 GL0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0082+STABILITY: SURFACE MOTION
 GL0082
 GL0082  HISTORY     - Date     Condition        Report By
 GL0082  HISTORY     - 1943     MONUMENTED       CGS
 GL0082  HISTORY     - 1965     MARK NOT FOUND   NGS
 GL0082
 GL0082                          STATION DESCRIPTION
 GL0082
 GL0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0082'2.3 MI W FROM ETTER.
 GL0082'2.3 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0082'ETTER.  SET BY MILE POST NUMBER 31.30.  29.9 FEET SOUTH OF THE SOUTH
 GL0082'RAIL OF THE TRACK, 8.0 FEET NORTH OF THE MILE POST, 4.0 FEET NORTH OF
 GL0082'THE REFERENCE POST.
 GL0082
 GL0082                          STATION RECOVERY (1965)
 GL0082
 GL0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GL0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0211 ***********************************************************************
 AO0211  DESIGNATION -  U 37
 AO0211  PID         -  AO0211
 AO0211  STATE/COUNTY-  TX/FRIO
 AO0211  USGS QUAD   -  DILLEY (1974)
 AO0211
 AO0211                         *CURRENT SURVEY CONTROL
 AO0211  ___________________________________________________________________
 AO0211* NAD 83(1986)-  28 39 04.     (N)    099 10 28.     (W)     SCALED    
 AO0211* NAVD 88     -       164.472  (meters)     539.61   (feet)  ADJUSTED  
 AO0211  ___________________________________________________________________
 AO0211  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AO0211  DYNAMIC HT  -         164.228 (meters)     538.80  (feet)  COMP
 AO0211  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 AO0211
 AO0211  VERT ORDER  -  FIRST     CLASS II
 AO0211
 AO0211.The horizontal coordinates were scaled from a topographic map and have
 AO0211.an estimated accuracy of +/- 6 seconds.
 AO0211
 AO0211.The orthometric height was determined by differential leveling
 AO0211.and adjusted by the National Geodetic Survey in June 1991..
 AO0211
 AO0211.The geoid height was determined by GEOID03.
 AO0211
 AO0211.The dynamic height is computed by dividing the NAVD 88
 AO0211.geopotential number by the normal gravity value computed on the
 AO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0211.degrees latitude (g = 980.6199 gals.).
 AO0211
 AO0211.The modeled gravity was interpolated from observed gravity values.
 AO0211
 AO0211;                    North         East    Units  Estimated Accuracy
 AO0211;SPC TXSC     - 4,090,650.      582,950.      MT  (+/- 180 meters Scaled)
 AO0211
 AO0211                          SUPERSEDED SURVEY CONTROL
 AO0211
 AO0211  NGVD 29 (??/??/92)  164.345  (m)          539.19   (f) ADJ UNCH    1 2
 AO0211
 AO0211.Superseded values are not recommended for survey control.
 AO0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0211.See file dsdata.txt to determine how the superseded data were derived.
 AO0211
 AO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS829693(NAD 83)
 AO0211_MARKER: Z = SEE DESCRIPTION
 AO0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0211+STABILITY: SURFACE MOTION
 AO0211
 AO0211  HISTORY     - Date     Condition        Report By
 AO0211  HISTORY     - 1956     MONUMENTED       CGS
 AO0211  HISTORY     - 1958     GOOD             NGS
 AO0211  HISTORY     - 19941027 MARK NOT FOUND   USPSQD
 AO0211  HISTORY     - 19961017 MARK NOT FOUND   USPSQD
 AO0211
 AO0211                          STATION DESCRIPTION
 AO0211
 AO0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0211'1.4 MI S FROM DILLEY.
 AO0211'1.4 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0211'FROM THE STATION AT DILLEY, 6 1/2 RAILS SOUTH OF A PRIVATE ROAD
 AO0211'CROSSING, 45.4 FEET EAST OF THE EAST RAIL, 12 FEET NORTHEAST OF
 AO0211'MILEPOST 330, 3.7 FEET WEST OF A FENCE, 1.2 FEET EAST OF A WITNESS
 AO0211'POST, IN THE TOP OF A STONE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 AO0211'GROUND.
 AO0211
 AO0211                          STATION RECOVERY (1958)
 AO0211
 AO0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0211'RECOVERED IN GOOD CONDITION.
 AO0211
 AO0211                          STATION RECOVERY (1994)
 AO0211
 AO0211'RECOVERY NOTE BY US POWER SQUADRON 1994
 AO0211'MARK NOT FOUND.
 AO0211
 AO0211                          STATION RECOVERY (1996)
 AO0211
 AO0211'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0046 ***********************************************************************
 FM0046  DESIGNATION -  U 370 RESET 1949
 FM0046  PID         -  FM0046
 FM0046  STATE/COUNTY-  TX/HARTLEY
 FM0046  USGS QUAD   -  MORAN RANCH (1963)
 FM0046
 FM0046                         *CURRENT SURVEY CONTROL
 FM0046  ___________________________________________________________________
 FM0046* NAD 83(1986)-  35 58 05.     (N)    102 14 55.     (W)     SCALED    
 FM0046* NAVD 88     -      1181.048  (meters)    3874.82   (feet)  ADJUSTED  
 FM0046  ___________________________________________________________________
 FM0046  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 FM0046  DYNAMIC HT  -        1179.675 (meters)    3870.32  (feet)  COMP
 FM0046  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 FM0046
 FM0046  VERT ORDER  -  SECOND    CLASS 0
 FM0046
 FM0046.The horizontal coordinates were scaled from a topographic map and have
 FM0046.an estimated accuracy of +/- 6 seconds.
 FM0046
 FM0046.The orthometric height was determined by differential leveling
 FM0046.and adjusted by the National Geodetic Survey in June 1991..
 FM0046
 FM0046.The geoid height was determined by GEOID03.
 FM0046
 FM0046.The dynamic height is computed by dividing the NAVD 88
 FM0046.geopotential number by the normal gravity value computed on the
 FM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0046.degrees latitude (g = 980.6199 gals.).
 FM0046
 FM0046.The modeled gravity was interpolated from observed gravity values.
 FM0046
 FM0046;                    North         East    Units  Estimated Accuracy
 FM0046;SPC TX N     - 1,218,590.      132,480.      MT  (+/- 180 meters Scaled)
 FM0046
 FM0046                          SUPERSEDED SURVEY CONTROL
 FM0046
 FM0046  NGVD 29 (??/??/92) 1180.50   (m)         3873.0    (f) COMPUTED    2 0
 FM0046
 FM0046.Superseded values are not recommended for survey control.
 FM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0046.See file dsdata.txt to determine how the superseded data were derived.
 FM0046
 FM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV481839(NAD 83)
 FM0046_MARKER: DB = BENCH MARK DISK
 FM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0046_STAMPING: U 370 RESET 1949
 FM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0046+STABILITY: SURFACE MOTION
 FM0046
 FM0046  HISTORY     - Date     Condition        Report By
 FM0046  HISTORY     - 1949     MONUMENTED       CGS
 FM0046  HISTORY     - 1952     GOOD             NGS
 FM0046
 FM0046                          STATION DESCRIPTION
 FM0046
 FM0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0046'16.3 MI NE FROM HARTLEY.
 FM0046'9.2 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 FM0046'THENCE 2.0 MILES NORTH ALONG A PRIVATE ROAD.  THENCE 1.0 MILE NORTH
 FM0046'ACROSS A CULTIVATED FIELD, THENCE 2.1 MILES NORTH ALONG A NORTH AND
 FM0046'SOUTH FENCE, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, 52 FEET
 FM0046'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 36 FEET NORTH OF
 FM0046'THE EXTENDED CENTER LINE OF A ROAD LEADING EAST, 60 FEET NORTHWEST OF
 FM0046'A POWER POLE, 12 FEET WEST OF A FENCE.  13 FEET WEST OF A WITNESS
 FM0046'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 FM0046'THE GROUND.  THIS MARK WAS RESET BY THE COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0470 ***********************************************************************
 FM0470  DESIGNATION -  U 374
 FM0470  PID         -  FM0470
 FM0470  STATE/COUNTY-  TX/HARTLEY
 FM0470  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0470
 FM0470                         *CURRENT SURVEY CONTROL
 FM0470  ___________________________________________________________________
 FM0470* NAD 83(1986)-  35 38 08.     (N)    102 40 10.     (W)     SCALED    
 FM0470* NAVD 88     -      1131.763  (meters)    3713.13   (feet)  ADJUSTED  
 FM0470  ___________________________________________________________________
 FM0470  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 FM0470  DYNAMIC HT  -        1130.437 (meters)    3708.78  (feet)  COMP
 FM0470  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 FM0470
 FM0470  VERT ORDER  -  SECOND    CLASS 0
 FM0470
 FM0470.The horizontal coordinates were scaled from a topographic map and have
 FM0470.an estimated accuracy of +/- 6 seconds.
 FM0470
 FM0470.The orthometric height was determined by differential leveling
 FM0470.and adjusted by the National Geodetic Survey in June 1991..
 FM0470
 FM0470.The geoid height was determined by GEOID03.
 FM0470
 FM0470.The dynamic height is computed by dividing the NAVD 88
 FM0470.geopotential number by the normal gravity value computed on the
 FM0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0470.degrees latitude (g = 980.6199 gals.).
 FM0470
 FM0470.The modeled gravity was interpolated from observed gravity values.
 FM0470
 FM0470;                    North         East    Units  Estimated Accuracy
 FM0470;SPC TX N     - 1,182,070.       94,090.      MT  (+/- 180 meters Scaled)
 FM0470
 FM0470                          SUPERSEDED SURVEY CONTROL
 FM0470
 FM0470  NGVD 29 (??/??/92) 1131.250  (m)         3711.44   (f) ADJ UNCH    2 0
 FM0470
 FM0470.Superseded values are not recommended for survey control.
 FM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0470.See file dsdata.txt to determine how the superseded data were derived.
 FM0470
 FM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV110460(NAD 83)
 FM0470_MARKER: DB = BENCH MARK DISK
 FM0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0470_STAMPING: U 374 1943
 FM0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0470+STABILITY: SURFACE MOTION
 FM0470
 FM0470  HISTORY     - Date     Condition        Report By
 FM0470  HISTORY     - 1943     MONUMENTED       CGS
 FM0470  HISTORY     - 1971     GOOD             USGS
 FM0470
 FM0470                          STATION DESCRIPTION
 FM0470
 FM0470'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0470'17.7 MI SE FROM ROMERO.
 FM0470'TO REACH THE MARK FROM ROMERO, TEXAS GO 1.2 MILES NORTHEAST ALONG US
 FM0470'HWY 54 TO THE JUNCTION OF TEXAS FARM ROAD 767.  THENCE GO 14.3 MILES
 FM0470'SOUTHEAST ALONG FM 767 TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH.
 FM0470'THENCE 2.2 MILES SOUTH ALONG DIRT ROAD TO THE SUMMIT OF A HILL AND THE
 FM0470'MARK ON THE LEFT.  IT IS 44 FEET WEST OF THE CENTERLINE OF THE ROAD. A
 FM0470'STANDARD DISK STAMPED U 374 1943 AND SET IN THE TOP OF A CONCRETE
 FM0470'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0184 ***********************************************************************
 FM0184  DESIGNATION -  U 375 RESET 1947
 FM0184  PID         -  FM0184
 FM0184  STATE/COUNTY-  TX/HARTLEY
 FM0184  USGS QUAD   -  CHANNING (1971)
 FM0184
 FM0184                         *CURRENT SURVEY CONTROL
 FM0184  ___________________________________________________________________
 FM0184* NAD 83(1986)-  35 40 21.     (N)    102 17 53.     (W)     SCALED    
 FM0184* NAVD 88     -      1118.62   (meters)    3670.0    (feet)  RESET     
 FM0184  ___________________________________________________________________
 FM0184  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 FM0184
 FM0184  VERT ORDER  -  THIRD
 FM0184
 FM0184.The horizontal coordinates were scaled from a topographic map and have
 FM0184.an estimated accuracy of +/- 6 seconds.
 FM0184
 FM0184.The orthometric height was computed from unverified reset data.
 FM0184
 FM0184.The geoid height was determined by GEOID03.
 FM0184
 FM0184;                    North         East    Units  Estimated Accuracy
 FM0184;SPC TX N     - 1,185,830.      127,760.      MT  (+/- 180 meters Scaled)
 FM0184
 FM0184                          SUPERSEDED SURVEY CONTROL
 FM0184
 FM0184.No superseded survey control is available for this station.
 FM0184
 FM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV445509(NAD 83)
 FM0184_MARKER: DB = BENCH MARK DISK
 FM0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0184_STAMPING: U 375 RESET 1947
 FM0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0184+STABILITY: SURFACE MOTION
 FM0184
 FM0184  HISTORY     - Date     Condition        Report By
 FM0184  HISTORY     - 1947     MONUMENTED       CGS
 FM0184  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0184
 FM0184                          STATION DESCRIPTION
 FM0184
 FM0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FM0184'2 MI SE FROM CHANNING.
 FM0184'ABOUT 2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 354, FROM THE POST
 FM0184'OFFICE AT CHANNING, HARTLEY COUNTY, NEAR THE BOTTOM OF A SMALL VALLEY,
 FM0184'IT IS ABOUT 35 YARDS EAST OF A SMALL WASH AND 1 FOOT NORTH OF THE
 FM0184'SOUTH RIGHT-OF-WAY FENCE.
 FM0184
 FM0184                          STATION RECOVERY (1971)
 FM0184
 FM0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0207 ***********************************************************************
 FM0207  DESIGNATION -  U 376
 FM0207  PID         -  FM0207
 FM0207  STATE/COUNTY-  TX/HARTLEY
 FM0207  USGS QUAD   -  CHANNING (1971)
 FM0207
 FM0207                         *CURRENT SURVEY CONTROL
 FM0207  ___________________________________________________________________
 FM0207* NAD 83(1986)-  35 41 25.     (N)    102 19 52.     (W)     SCALED    
 FM0207* NAVD 88     -      1163.905  (meters)    3818.58   (feet)  ADJUSTED  
 FM0207  ___________________________________________________________________
 FM0207  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0207  DYNAMIC HT  -        1162.531 (meters)    3814.07  (feet)  COMP
 FM0207  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 FM0207
 FM0207  VERT ORDER  -  SECOND    CLASS 0
 FM0207
 FM0207.The horizontal coordinates were scaled from a topographic map and have
 FM0207.an estimated accuracy of +/- 6 seconds.
 FM0207
 FM0207.The orthometric height was determined by differential leveling
 FM0207.and adjusted by the National Geodetic Survey in June 1991..
 FM0207
 FM0207.The geoid height was determined by GEOID03.
 FM0207
 FM0207.The dynamic height is computed by dividing the NAVD 88
 FM0207.geopotential number by the normal gravity value computed on the
 FM0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0207.degrees latitude (g = 980.6199 gals.).
 FM0207
 FM0207.The modeled gravity was interpolated from observed gravity values.
 FM0207
 FM0207;                    North         East    Units  Estimated Accuracy
 FM0207;SPC TX N     - 1,187,830.      124,780.      MT  (+/- 180 meters Scaled)
 FM0207
 FM0207                          SUPERSEDED SURVEY CONTROL
 FM0207
 FM0207  NGVD 29 (??/??/92) 1163.352  (m)         3816.76   (f) ADJ UNCH    2 0
 FM0207
 FM0207.Superseded values are not recommended for survey control.
 FM0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0207.See file dsdata.txt to determine how the superseded data were derived.
 FM0207
 FM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV415528(NAD 83)
 FM0207_MARKER: DB = BENCH MARK DISK
 FM0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0207_STAMPING: U 376 1943
 FM0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0207+STABILITY: SURFACE MOTION
 FM0207
 FM0207  HISTORY     - Date     Condition        Report By
 FM0207  HISTORY     - 1943     MONUMENTED       CGS
 FM0207  HISTORY     - 1972     MARK NOT FOUND   USGS
 FM0207  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0207
 FM0207                          STATION DESCRIPTION
 FM0207
 FM0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0207'0.6 MI NW FROM CHANNING.
 FM0207'0.5 MILE NORTH, THENCE, 0.1 MILE WEST ALONG GRADED ROADS FROM THE POST
 FM0207'OFFICE AT CHANNING.  SET AT A CATTLE GUARD.  36.5 FEET NORTH OF THE
 FM0207'CENTER-LINE OF THE ROAD, 13.6 FEET WEST OF THE FENCE RUNNING ACROSS
 FM0207'THE ROAD, 2.0 FEET SOUTH OF THE EAST AND WEST FENCE, 2.0 FEET WEST OF
 FM0207'THE REFERENCE POST.
 FM0207
 FM0207                          STATION RECOVERY (1972)
 FM0207
 FM0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FM0207'MARK NOT FOUND.
 FM0207
 FM0207                          STATION RECOVERY (1985)
 FM0207
 FM0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1354 ***********************************************************************
 FL1354  DESIGNATION -  U 377 RESET 1952
 FL1354  PID         -  FL1354
 FL1354  STATE/COUNTY-  TX/MOORE
 FL1354  USGS QUAD   -  MASTERSON (1953)
 FL1354
 FL1354                         *CURRENT SURVEY CONTROL
 FL1354  ___________________________________________________________________
 FL1354* NAD 83(1986)-  35 41 26.     (N)    101 57 10.     (W)     SCALED    
 FL1354* NAVD 88     -      1116.54   (meters)    3663.2    (feet)  RESET     
 FL1354  ___________________________________________________________________
 FL1354  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL1354
 FL1354  VERT ORDER  -  THIRD
 FL1354
 FL1354.The horizontal coordinates were scaled from a topographic map and have
 FL1354.an estimated accuracy of +/- 6 seconds.
 FL1354
 FL1354.The orthometric height was computed from unverified reset data.
 FL1354
 FL1354.The geoid height was determined by GEOID03.
 FL1354
 FL1354;                    North         East    Units  Estimated Accuracy
 FL1354;SPC TX N     - 1,187,640.      159,020.      MT  (+/- 180 meters Scaled)
 FL1354
 FL1354                          SUPERSEDED SURVEY CONTROL
 FL1354
 FL1354.No superseded survey control is available for this station.
 FL1354
 FL1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE327536(NAD 83)
 FL1354_MARKER: DB = BENCH MARK DISK
 FL1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1354_STAMPING: U 377 1943 RESET 1952
 FL1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1354+STABILITY: SURFACE MOTION
 FL1354
 FL1354  HISTORY     - Date     Condition        Report By
 FL1354  HISTORY     - 1952     MONUMENTED       CGS
 FL1354
 FL1354                          STATION DESCRIPTION
 FL1354
 FL1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1354'12.6 MI S FROM DUMAS.
 FL1354'12.0 MILES SOUTH ALONG U.S. HIGHWAYS 287 AND 87 FROM THE COURTHOUSE AT
 FL1354'DUMAS, THENCE 0.6 MILE EAST ALONG AN OILED ROAD, 51 FEET NORTH OF THE
 FL1354'CENTER LINE OF THE OILED ROAD, 46.6 FEET EAST OF THE CENTER LINE OF A
 FL1354'STEEL GATE AND A PASTURE ROAD LEADING NORTH, 9.9 FEET EAST OF A JOG IN
 FL1354'THE RIGHT OF WAY FENCE, 1 FOOT NORTH OF THE FENCE, 3 FEET EAST OF A
 FL1354'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 FL1354'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0292 ***********************************************************************
 FL0292  DESIGNATION -  U 378
 FL0292  PID         -  FL0292
 FL0292  STATE/COUNTY-  TX/WHEELER
 FL0292  USGS QUAD   -  MC LEAN (1978)
 FL0292
 FL0292                         *CURRENT SURVEY CONTROL
 FL0292  ___________________________________________________________________
 FL0292* NAD 83(1986)-  35 11 38.     (N)    100 30 10.     (W)     SCALED    
 FL0292* NAVD 88     -       813.327  (meters)    2668.39   (feet)  ADJUSTED  
 FL0292  ___________________________________________________________________
 FL0292  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0292  DYNAMIC HT  -         812.448 (meters)    2665.51  (feet)  COMP
 FL0292  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 FL0292
 FL0292  VERT ORDER  -  FIRST     CLASS II
 FL0292
 FL0292.The horizontal coordinates were scaled from a topographic map and have
 FL0292.an estimated accuracy of +/- 6 seconds.
 FL0292
 FL0292.The orthometric height was determined by differential leveling
 FL0292.and adjusted by the National Geodetic Survey in June 1991..
 FL0292
 FL0292.The geoid height was determined by GEOID03.
 FL0292
 FL0292.The dynamic height is computed by dividing the NAVD 88
 FL0292.geopotential number by the normal gravity value computed on the
 FL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0292.degrees latitude (g = 980.6199 gals.).
 FL0292
 FL0292.The modeled gravity was interpolated from observed gravity values.
 FL0292
 FL0292;                    North         East    Units  Estimated Accuracy
 FL0292;SPC TX N     - 1,132,900.      290,810.      MT  (+/- 180 meters Scaled)
 FL0292
 FL0292                          SUPERSEDED SURVEY CONTROL
 FL0292
 FL0292.No superseded survey control is available for this station.
 FL0292
 FL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD631955(NAD 83)
 FL0292_MARKER: DB = BENCH MARK DISK
 FL0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0292_STAMPING: U 378 1943
 FL0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0292+STABILITY: SURFACE MOTION
 FL0292
 FL0292  HISTORY     - Date     Condition        Report By
 FL0292  HISTORY     - 1943     MONUMENTED       CGS
 FL0292  HISTORY     - 1953     GOOD             NGS
 FL0292
 FL0292                          STATION DESCRIPTION
 FL0292
 FL0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0292'6.8 MI E FROM MCLEAN.
 FL0292'6.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0292'FROM THE STATION AT MCLEAN, 21 POLES WEST OF MILEPOST 680, 44 FEET
 FL0292'NORTHEAST OF THE CENTER OF A ROAD CROSSING, 42.5 FEET NORTH OF THE
 FL0292'NORTH RAIL, 35 FEET EAST OF THE CENTER LINE OF A ROAD, 14 FEET EAST OF
 FL0292'A POWER POLE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 FL0292'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0537 ***********************************************************************
 FL0537  DESIGNATION -  U 379
 FL0537  PID         -  FL0537
 FL0537  STATE/COUNTY-  TX/GRAY
 FL0537  USGS QUAD   -  HOOVER (1967)
 FL0537
 FL0537                         *CURRENT SURVEY CONTROL
 FL0537  ___________________________________________________________________
 FL0537* NAD 83(1986)-  35 30 31.     (N)    100 45 37.     (W)     SCALED    
 FL0537* NAVD 88     -       944.413  (meters)    3098.46   (feet)  ADJUSTED  
 FL0537  ___________________________________________________________________
 FL0537  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL0537  DYNAMIC HT  -         943.384 (meters)    3095.09  (feet)  COMP
 FL0537  MODELED GRAV-     979,510.7   (mgal)                       NAVD 88
 FL0537
 FL0537  VERT ORDER  -  SECOND    CLASS 0
 FL0537
 FL0537.The horizontal coordinates were scaled from a topographic map and have
 FL0537.an estimated accuracy of +/- 6 seconds.
 FL0537
 FL0537.The orthometric height was determined by differential leveling
 FL0537.and adjusted by the National Geodetic Survey in June 1991..
 FL0537
 FL0537.The geoid height was determined by GEOID03.
 FL0537
 FL0537.The dynamic height is computed by dividing the NAVD 88
 FL0537.geopotential number by the normal gravity value computed on the
 FL0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0537.degrees latitude (g = 980.6199 gals.).
 FL0537
 FL0537.The modeled gravity was interpolated from observed gravity values.
 FL0537
 FL0537;                    North         East    Units  Estimated Accuracy
 FL0537;SPC TX N     - 1,167,610.      267,100.      MT  (+/- 180 meters Scaled)
 FL0537
 FL0537                          SUPERSEDED SURVEY CONTROL
 FL0537
 FL0537  NGVD 29 (??/??/92)  944.024  (m)         3097.19   (f) ADJ UNCH    2 0
 FL0537
 FL0537.Superseded values are not recommended for survey control.
 FL0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0537.See file dsdata.txt to determine how the superseded data were derived.
 FL0537
 FL0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE403308(NAD 83)
 FL0537_MARKER: DB = BENCH MARK DISK
 FL0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0537_STAMPING: U 379 1943
 FL0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0537+STABILITY: SURFACE MOTION
 FL0537
 FL0537  HISTORY     - Date     Condition        Report By
 FL0537  HISTORY     - 1943     MONUMENTED       CGS
 FL0537  HISTORY     - 1976     GOOD             NGS
 FL0537
 FL0537                          STATION DESCRIPTION
 FL0537
 FL0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0537'7.4 MI NE FROM LEFORS.
 FL0537'THIS MARK IS ABOUT 2.0 MILES EAST AND ABOUT 5.4 MILES NORTH OF THE
 FL0537'POST OFFICE AT LEFORS, GRAY COUNTY, 48.0 FEET SOUTHWEST OF THE
 FL0537'SOUTHWEST CORNER OF A BRIDGE 3-A ALONG THE PANHANDLE AND SANTA FE
 FL0537'RAILROAD, 2.0 FEET NORTHWEST OF A FENCE RUNNING NORTHEAST-SOUTHWEST,
 FL0537'45.0 FEET EAST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 FL0537'6-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE REFERENCE POST.
 FL0537'STAMPED U 379 1943.
 FL0537
 FL0537                          STATION RECOVERY (1976)
 FL0537
 FL0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FL0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0704 ***********************************************************************
 AJ0704  DESIGNATION -  U 38
 AJ0704  PID         -  AJ0704
 AJ0704  STATE/COUNTY-  TX/WEBB
 AJ0704  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0704
 AJ0704                         *CURRENT SURVEY CONTROL
 AJ0704  ___________________________________________________________________
 AJ0704* NAD 83(1986)-  27 56 51.     (N)    099 23 01.     (W)     SCALED    
 AJ0704* NAVD 88     -       168.055  (meters)     551.36   (feet)  POSTED    
 AJ0704  ___________________________________________________________________
 AJ0704  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AJ0704  DYNAMIC HT  -         167.790 (meters)     550.49  (feet)  COMP
 AJ0704  MODELED GRAV-     979,092.3   (mgal)                       NAVD 88
 AJ0704
 AJ0704  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ0704
 AJ0704.The horizontal coordinates were scaled from a topographic map and have
 AJ0704.an estimated accuracy of +/- 6 seconds.
 AJ0704
 AJ0704.The orthometric height was determined by differential leveling
 AJ0704.and adjusted by the National Geodetic Survey in 1992..
 AJ0704.No vertical observational check was made to the station.
 AJ0704.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ0704.was located on a no-check spur therefore a value was not computed.
 AJ0704
 AJ0704.The geoid height was determined by GEOID03.
 AJ0704
 AJ0704.The dynamic height is computed by dividing the NAVD 88
 AJ0704.geopotential number by the normal gravity value computed on the
 AJ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0704.degrees latitude (g = 980.6199 gals.).
 AJ0704
 AJ0704.The modeled gravity was interpolated from observed gravity values.
 AJ0704
 AJ0704;                    North         East    Units  Estimated Accuracy
 AJ0704;SPC TX S     - 5,253,010.      213,040.      MT  (+/- 180 meters Scaled)
 AJ0704
 AJ0704                          SUPERSEDED SURVEY CONTROL
 AJ0704
 AJ0704.No superseded survey control is available for this station.
 AJ0704
 AJ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR622914(NAD 83)
 AJ0704_MARKER: Z = SEE DESCRIPTION
 AJ0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0704_SP_SET: STONE POST
 AJ0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0704+STABILITY: SURFACE MOTION
 AJ0704
 AJ0704  HISTORY     - Date     Condition        Report By
 AJ0704  HISTORY     - UNK      MONUMENTED       CGS
 AJ0704  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0704
 AJ0704                          STATION DESCRIPTION
 AJ0704
 AJ0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0704'2.8 MI N FROM CACTUS.
 AJ0704'2.8 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AJ0704'CACTUS, WEBB COUNTY, JUST NORTH OF THE EIGHTH POLE SOUTH OF MILEPOST
 AJ0704'380, AND 40 FEET EAST OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE,
 AJ0704'FLANKED BY THE LETTERS USBM IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0667 ***********************************************************************
 GK0667  DESIGNATION -  U 380
 GK0667  PID         -  GK0667
 GK0667  STATE/COUNTY-  TX/MOORE
 GK0667  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0667
 GK0667                         *CURRENT SURVEY CONTROL
 GK0667  ___________________________________________________________________
 GK0667* NAD 83(1986)-  36 00 35.     (N)    101 39 02.     (W)     SCALED    
 GK0667* NAVD 88     -      1029.969  (meters)    3379.16   (feet)  ADJUSTED  
 GK0667  ___________________________________________________________________
 GK0667  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GK0667  DYNAMIC HT  -        1028.812 (meters)    3375.36  (feet)  COMP
 GK0667  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 GK0667
 GK0667  VERT ORDER  -  SECOND    CLASS 0
 GK0667
 GK0667.The horizontal coordinates were scaled from a topographic map and have
 GK0667.an estimated accuracy of +/- 6 seconds.
 GK0667
 GK0667.The orthometric height was determined by differential leveling
 GK0667.and adjusted by the National Geodetic Survey in June 1991..
 GK0667
 GK0667.The geoid height was determined by GEOID03.
 GK0667
 GK0667.The dynamic height is computed by dividing the NAVD 88
 GK0667.geopotential number by the normal gravity value computed on the
 GK0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0667.degrees latitude (g = 980.6199 gals.).
 GK0667
 GK0667.The modeled gravity was interpolated from observed gravity values.
 GK0667
 GK0667;                    North         East    Units  Estimated Accuracy
 GK0667;SPC TX N     - 1,222,970.      186,430.      MT  (+/- 180 meters Scaled)
 GK0667
 GK0667                          SUPERSEDED SURVEY CONTROL
 GK0667
 GK0667  NGVD 29 (??/??/92) 1029.469  (m)         3377.52   (f) ADJ UNCH    2 0
 GK0667
 GK0667.Superseded values are not recommended for survey control.
 GK0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0667.See file dsdata.txt to determine how the superseded data were derived.
 GK0667
 GK0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE611882(NAD 83)
 GK0667_MARKER: DB = BENCH MARK DISK
 GK0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0667_STAMPING: U 380 1943
 GK0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0667+STABILITY: SURFACE MOTION
 GK0667
 GK0667  HISTORY     - Date     Condition        Report By
 GK0667  HISTORY     - 1943     MONUMENTED       CGS
 GK0667  HISTORY     - 1952     GOOD             NGS
 GK0667  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0667
 GK0667                          STATION DESCRIPTION
 GK0667
 GK0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0667'11.2 MI E FROM SUNRAY.
 GK0667'1.1 MILES SOUTHWEST ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND
 GK0667'AND PACIFIC RAILROAD STATION AT SUNRAY, THENCE 10.1 MILES EAST ALONG
 GK0667'FARM ROAD 281, 309 FEET NORTH OF THE CENTER LINE OF FARM ROAD 281, 41
 GK0667'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 2 FEET WEST OF
 GK0667'A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GK0667'POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
 GK0667
 GK0667                          STATION RECOVERY (1971)
 GK0667
 GK0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0326 ***********************************************************************
 CA0326  DESIGNATION -  U 381
 CA0326  PID         -  CA0326
 CA0326  STATE/COUNTY-  TX/BROWN
 CA0326  USGS QUAD   -  OWENS (1978)
 CA0326
 CA0326                         *CURRENT SURVEY CONTROL
 CA0326  ___________________________________________________________________
 CA0326* NAD 83(1986)-  31 50 37.     (N)    098 59 58.     (W)     SCALED    
 CA0326* NAVD 88     -       434.303  (meters)    1424.88   (feet)  ADJUSTED  
 CA0326  ___________________________________________________________________
 CA0326  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CA0326  DYNAMIC HT  -         433.738 (meters)    1423.02  (feet)  COMP
 CA0326  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 CA0326
 CA0326  VERT ORDER  -  SECOND    CLASS 0
 CA0326
 CA0326.The horizontal coordinates were scaled from a topographic map and have
 CA0326.an estimated accuracy of +/- 6 seconds.
 CA0326
 CA0326.The orthometric height was determined by differential leveling
 CA0326.and adjusted by the National Geodetic Survey in June 1991..
 CA0326
 CA0326.The geoid height was determined by GEOID03.
 CA0326
 CA0326.The dynamic height is computed by dividing the NAVD 88
 CA0326.geopotential number by the normal gravity value computed on the
 CA0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0326.degrees latitude (g = 980.6199 gals.).
 CA0326
 CA0326.The modeled gravity was interpolated from observed gravity values.
 CA0326
 CA0326;                    North         East    Units  Estimated Accuracy
 CA0326;SPC TX C     - 3,242,090.      826,250.      MT  (+/- 180 meters Scaled)
 CA0326
 CA0326                          SUPERSEDED SURVEY CONTROL
 CA0326
 CA0326  NGVD 29 (??/??/92)  434.211  (m)         1424.57   (f) ADJ UNCH    2 0
 CA0326
 CA0326.Superseded values are not recommended for survey control.
 CA0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0326.See file dsdata.txt to determine how the superseded data were derived.
 CA0326
 CA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA000231(NAD 83)
 CA0326_MARKER: DB = BENCH MARK DISK
 CA0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0326_SP_SET: CONCRETE WALL
 CA0326_STAMPING: U 381 1943
 CA0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0326
 CA0326  HISTORY     - Date     Condition        Report By
 CA0326  HISTORY     - 1943     MONUMENTED       CGS
 CA0326
 CA0326                          STATION DESCRIPTION
 CA0326
 CA0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0326'5.8 MI S FROM HOLDER.
 CA0326'1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE GENERAL STORE AT HOLDER,
 CA0326'THENCE 0.3 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 3.7 MILES
 CA0326'SOUTH ALONG A RANCH ROAD, AT THE BROWNWOOD LAKE SPILLWAY.  A DISK, SET
 CA0326'IN THE TOP OF THE CONCRETE WALL, AND 4.3 FEET SOUTH OF THE NORTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0485 ***********************************************************************
 CA0485  DESIGNATION -  U 382 RESET 1954
 CA0485  PID         -  CA0485
 CA0485  STATE/COUNTY-  TX/BROWN
 CA0485  USGS QUAD   -  BURKETT (1977)
 CA0485
 CA0485                         *CURRENT SURVEY CONTROL
 CA0485  ___________________________________________________________________
 CA0485* NAD 83(1986)-  31 57 39.     (N)    099 07 39.     (W)     SCALED    
 CA0485* NAVD 88     -       457.93   (meters)    1502.4    (feet)  RESET     
 CA0485  ___________________________________________________________________
 CA0485  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CA0485
 CA0485  VERT ORDER  -  THIRD
 CA0485
 CA0485.The horizontal coordinates were scaled from a topographic map and have
 CA0485.an estimated accuracy of +/- 6 seconds.
 CA0485
 CA0485.The orthometric height was computed from unverified reset data.
 CA0485
 CA0485.The geoid height was determined by GEOID03.
 CA0485
 CA0485;                    North         East    Units  Estimated Accuracy
 CA0485;SPC TX C     - 3,254,950.      813,990.      MT  (+/- 180 meters Scaled)
 CA0485
 CA0485                          SUPERSEDED SURVEY CONTROL
 CA0485
 CA0485.No superseded survey control is available for this station.
 CA0485
 CA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA879361(NAD 83)
 CA0485_MARKER: DB = BENCH MARK DISK
 CA0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0485_STAMPING: U 382 RESET 1954
 CA0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0485+STABILITY: SURFACE MOTION
 CA0485
 CA0485  HISTORY     - Date     Condition        Report By
 CA0485  HISTORY     - 1954     MONUMENTED       CGS
 CA0485
 CA0485                          STATION DESCRIPTION
 CA0485
 CA0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CA0485'4.2 MI S FROM CROSS CUT.
 CA0485'4.2 MILES SOUTH OF THE POST OFFICE AND CROSS ROADS AT CROSS CUT, ALONG
 CA0485'THE EAST SIDE OF HIGHWAY NO. 279, 41 FEET EAST OF THE CENTERLINE OF
 CA0485'THE HIGHWAY, 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE, 58 YARDS
 CA0485'NORTH-NORTHEAST OF A CONCRETE BRIDGE AND ABOUT 50 YARDS NORTH OF A
 CA0485'METAL TANK.  IT IS A STANDARD DISK STAMPED U 382 RESET 1954, SET IN
 CA0485'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE
 CA0485'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2207 ***********************************************************************
 CS2207  DESIGNATION -  U 383
 CS2207  PID         -  CS2207
 CS2207  STATE/COUNTY-  TX/BOSQUE
 CS2207  USGS QUAD   -  MORGAN (1977)
 CS2207
 CS2207                         *CURRENT SURVEY CONTROL
 CS2207  ___________________________________________________________________
 CS2207* NAD 83(1986)-  32 05 55.     (N)    097 30 18.     (W)     SCALED    
 CS2207* NAVD 88     -       207.331  (meters)     680.22   (feet)  ADJUSTED  
 CS2207  ___________________________________________________________________
 CS2207  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS2207  DYNAMIC HT  -         207.075 (meters)     679.38  (feet)  COMP
 CS2207  MODELED GRAV-     979,401.5   (mgal)                       NAVD 88
 CS2207
 CS2207  VERT ORDER  -  SECOND    CLASS 0
 CS2207
 CS2207.The horizontal coordinates were scaled from a topographic map and have
 CS2207.an estimated accuracy of +/- 6 seconds.
 CS2207
 CS2207.The orthometric height was determined by differential leveling
 CS2207.and adjusted by the National Geodetic Survey in June 1991..
 CS2207
 CS2207.The geoid height was determined by GEOID03.
 CS2207
 CS2207.The dynamic height is computed by dividing the NAVD 88
 CS2207.geopotential number by the normal gravity value computed on the
 CS2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2207.degrees latitude (g = 980.6199 gals.).
 CS2207
 CS2207.The modeled gravity was interpolated from observed gravity values.
 CS2207
 CS2207;                    North         East    Units  Estimated Accuracy
 CS2207;SPC TX C     - 3,273,010.      966,960.      MT  (+/- 180 meters Scaled)
 CS2207
 CS2207                          SUPERSEDED SURVEY CONTROL
 CS2207
 CS2207  NGVD 29 (??/??/92)  207.306  (m)          680.14   (f) ADJ UNCH    2 0
 CS2207
 CS2207.Superseded values are not recommended for survey control.
 CS2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2207.See file dsdata.txt to determine how the superseded data were derived.
 CS2207
 CS2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA410523(NAD 83)
 CS2207_MARKER: DB = BENCH MARK DISK
 CS2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2207_STAMPING: U 383 1943
 CS2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2207+STABILITY: SURFACE MOTION
 CS2207
 CS2207  HISTORY     - Date     Condition        Report By
 CS2207  HISTORY     - 1943     MONUMENTED       CGS
 CS2207  HISTORY     - 20010317 GOOD             USPSQD
 CS2207
 CS2207                          STATION DESCRIPTION
 CS2207
 CS2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2207'2.6 MI N FROM KOPPERL.
 CS2207'1.0 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE BANK AT KOPPERL, 1.6
 CS2207'MILES NORTHWEST ALONG A GRAVEL ROAD, 26 FEET SOUTHWEST OF THE
 CS2207'CENTERLINE OF THE ROAD, 12 FEET SOUTH OF THE CENTERLINE OF A PRIVATE
 CS2207'DRIVEWAY LEADING WEST INTO AN UNCULTIVATED FIELD, 14 FEET EAST OF THE
 CS2207'SOUTH END OF A GATE ACROSS THE DRIVEWAY, 1.5 FEET NORTH OF A FENCE,
 CS2207'AND 3 FEET WEST OF A WHITE REFERENCE POST.  A DISK, SET IN THE TOP OF
 CS2207'A CONCRETE POST.
 CS2207
 CS2207                          STATION RECOVERY (2001)
 CS2207
 CS2207'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0321 ***********************************************************************
 AY0321  DESIGNATION -  U 385
 AY0321  PID         -  AY0321
 AY0321  STATE/COUNTY-  TX/BEXAR
 AY0321  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0321
 AY0321                         *CURRENT SURVEY CONTROL
 AY0321  ___________________________________________________________________
 AY0321* NAD 83(1986)-  29 23 16.     (N)    098 27 41.     (W)     SCALED    
 AY0321* NAVD 88     -       211.329  (meters)     693.34   (feet)  ADJUSTED  
 AY0321  ___________________________________________________________________
 AY0321  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY0321  DYNAMIC HT  -         211.021 (meters)     692.32  (feet)  COMP
 AY0321  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AY0321
 AY0321  VERT ORDER  -  FIRST     CLASS II
 AY0321
 AY0321.The horizontal coordinates were scaled from a topographic map and have
 AY0321.an estimated accuracy of +/- 6 seconds.
 AY0321
 AY0321.The orthometric height was determined by differential leveling
 AY0321.and adjusted by the National Geodetic Survey in June 1991..
 AY0321
 AY0321.The geoid height was determined by GEOID03.
 AY0321
 AY0321.The dynamic height is computed by dividing the NAVD 88
 AY0321.geopotential number by the normal gravity value computed on the
 AY0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0321.degrees latitude (g = 980.6199 gals.).
 AY0321
 AY0321.The modeled gravity was interpolated from observed gravity values.
 AY0321
 AY0321;                    North         East    Units  Estimated Accuracy
 AY0321;SPC TXSC     - 4,172,390.      652,280.      MT  (+/- 180 meters Scaled)
 AY0321
 AY0321                          SUPERSEDED SURVEY CONTROL
 AY0321
 AY0321  NGVD 29 (??/??/92)  211.205  (m)          692.93   (f) ADJ UNCH    1 2
 AY0321
 AY0321.Superseded values are not recommended for survey control.
 AY0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0321.See file dsdata.txt to determine how the superseded data were derived.
 AY0321
 AY0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT522510(NAD 83)
 AY0321_MARKER: DB = BENCH MARK DISK
 AY0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0321_SP_SET: BUILDING
 AY0321_STAMPING: U 385 1946
 AY0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0321
 AY0321  HISTORY     - Date     Condition        Report By
 AY0321  HISTORY     - 1946     MONUMENTED       CGS
 AY0321  HISTORY     - 1980     GOOD             NGS
 AY0321  HISTORY     - 19950331 GOOD             USPSQD
 AY0321
 AY0321                          STATION DESCRIPTION
 AY0321
 AY0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0321'IN SAN ANTONIO.
 AY0321'AT SAN ANTONIO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF NEW
 AY0321'BRAUNFELS AVENUE AND HAGGIN STREET, SET VERTICALLY IN THE EAST BRICK
 AY0321'FACE OF THE LAURA STEELE SCHOOL BUILDING, 1.5 FEET NORTH OF THE NORTH
 AY0321'EDGE OF THE CEMENT FACING FOR THE EAST ENTRACNCE TO THE BUILDING, 1.5
 AY0321'FEET ABOVE THE GROUND.
 AY0321
 AY0321                          STATION RECOVERY (1980)
 AY0321
 AY0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0321'RECOVERED IN GOOD CONDITION.
 AY0321
 AY0321                          STATION RECOVERY (1995)
 AY0321
 AY0321'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0523 ***********************************************************************
 CS0523  DESIGNATION -  U 386
 CS0523  PID         -  CS0523
 CS0523  STATE/COUNTY-  TX/NAVARRO
 CS0523  USGS QUAD   -  CHATFIELD (1961)
 CS0523
 CS0523                         *CURRENT SURVEY CONTROL
 CS0523  ___________________________________________________________________
 CS0523* NAD 83(1986)-  32 11 47.     (N)    096 22 36.     (W)     SCALED    
 CS0523* NAVD 88     -       131.242  (meters)     430.58   (feet)  ADJUSTED  
 CS0523  ___________________________________________________________________
 CS0523  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0523  DYNAMIC HT  -         131.091 (meters)     430.09  (feet)  COMP
 CS0523  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 CS0523
 CS0523  VERT ORDER  -  SECOND    CLASS 0
 CS0523
 CS0523.The horizontal coordinates were scaled from a topographic map and have
 CS0523.an estimated accuracy of +/- 6 seconds.
 CS0523
 CS0523.The orthometric height was determined by differential leveling
 CS0523.and adjusted by the National Geodetic Survey in June 1991..
 CS0523
 CS0523.The geoid height was determined by GEOID03.
 CS0523
 CS0523.The dynamic height is computed by dividing the NAVD 88
 CS0523.geopotential number by the normal gravity value computed on the
 CS0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0523.degrees latitude (g = 980.6199 gals.).
 CS0523
 CS0523.The modeled gravity was interpolated from observed gravity values.
 CS0523
 CS0523;                    North         East    Units  Estimated Accuracy
 CS0523;SPC TXNC     - 2,060,770.      800,200.      MT  (+/- 180 meters Scaled)
 CS0523
 CS0523                          SUPERSEDED SURVEY CONTROL
 CS0523
 CS0523  NGVD 29 (??/??/92)  131.24   (m)          430.6    (f) COMPUTED    2 0
 CS0523
 CS0523.Superseded values are not recommended for survey control.
 CS0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0523.See file dsdata.txt to determine how the superseded data were derived.
 CS0523
 CS0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA472652(NAD 83)
 CS0523_MARKER: DB = BENCH MARK DISK
 CS0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0523_STAMPING: U 386 1946
 CS0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0523+STABILITY: SURFACE MOTION
 CS0523
 CS0523  HISTORY     - Date     Condition        Report By
 CS0523  HISTORY     - 1946     MONUMENTED       CGS
 CS0523  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0523
 CS0523                          STATION DESCRIPTION
 CS0523
 CS0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0523'2.25 MI N FROM ROANE.
 CS0523'TO REACH FROM THE POST OFFICE AT ROANE, PROCEED 0.25 MILE NORTHEAST
 CS0523'ALONG A CONCRETE ROAD, THENCE 1.0 MILE NORTHWEST, THENCE 0.85 MILE
 CS0523'NORTHEAST AND 0.15 MILE NORTHWEST ALONG COUNTY DIRT ROADS, BENCH MARK
 CS0523'IS AT A FENCE CORNER NEAR THE TOP OF A SMALL KNOLL, 0.1 MILE SOUTHEAST
 CS0523'OF THE JUNCTION OF A DIM ROAD LEADING NORTHWEST, 27.0 FEET SOUTHWEST
 CS0523'OF THE CENTER OF THE ROAD, 9.0 FEET WEST OF A FENCE CORNER POST, 2.2
 CS0523'FEET SOUTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 1
 CS0523'FOOT BELOW THE ROAD AND PROJECTING 0.1 FOOT.  NOTE-- THIS BENCH MARK
 CS0523'IS ALSO 1.7 MILE EAST, 2.4 MILES SOUTHEAST AND 1.45 MILE SOUTHWEST
 CS0523'ALONG COUNTY DIRT ROADS FROM THE CHATFIELD METHODIST CHURCH AT
 CS0523'CHATFIELD.
 CS0523
 CS0523                          STATION RECOVERY (1961)
 CS0523
 CS0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1912 ***********************************************************************
 BY1912  DESIGNATION -  U 389
 BY1912  PID         -  BY1912
 BY1912  STATE/COUNTY-  TX/LEON
 BY1912  USGS QUAD   -  MIDDLETON (1972)
 BY1912
 BY1912                         *CURRENT SURVEY CONTROL
 BY1912  ___________________________________________________________________
 BY1912* NAD 83(1986)-  31 09 15.     (N)    095 52 15.     (W)     SCALED    
 BY1912* NAVD 88     -        63.37   (+/-2cm)     207.9    (feet)  VERTCON   
 BY1912  ___________________________________________________________________
 BY1912  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY1912
 BY1912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1912
 BY1912.The horizontal coordinates were scaled from a topographic map and have
 BY1912.an estimated accuracy of +/- 6 seconds.
 BY1912
 BY1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1912.The vertical order pertains to the NGVD 29 superseded value.
 BY1912
 BY1912.The geoid height was determined by GEOID03.
 BY1912
 BY1912;                    North         East    Units  Estimated Accuracy
 BY1912;SPC TX C     - 3,173,430.    1,125,340.      MT  (+/- 180 meters Scaled)
 BY1912
 BY1912                          SUPERSEDED SURVEY CONTROL
 BY1912
 BY1912  NGVD 29 (??/??/92)   63.363  (m)          207.88   (f) ADJ UNCH    2 0
 BY1912
 BY1912.Superseded values are not recommended for survey control.
 BY1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1912.See file dsdata.txt to determine how the superseded data were derived.
 BY1912
 BY1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ263502(NAD 83)
 BY1912_MARKER: DB = BENCH MARK DISK
 BY1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1912_STAMPING: U 389 1947
 BY1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1912+STABILITY: SURFACE MOTION
 BY1912
 BY1912  HISTORY     - Date     Condition        Report By
 BY1912  HISTORY     - 1947     MONUMENTED       CGS
 BY1912  HISTORY     - 1964     GOOD             NGS
 BY1912
 BY1912                          STATION DESCRIPTION
 BY1912
 BY1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BY1912'1.8 MI S FROM MIDDLETON.
 BY1912'TO REACH FROM THE POST OFFICE AT MIDDLETON GO SOUTH 1.8 MILES ALONG A
 BY1912'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 81.6 FEET NORTH OF THE
 BY1912'NORTH END OF A STEEL BRIDGE OVER TWO MILE CREEK, 28.0 FEET NORTH OF
 BY1912'THE CENTER LINE OF A ROAD LEADING EAST, 34.7 FEET EAST OF AND ABOUT
 BY1912'LEVEL WITH THE CENTER LINE OF A NORTH-SOUTH ROAD, 7.9 FEET EAST OF A
 BY1912'FENCE CORNER, 1.5 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4
 BY1912'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1912'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.  NOTE-- THE
 BY1912'NORTH-SOUTH ROAD AS MENTIONED IS NOW FM HIGHWAY 1119.  THE ROAD
 BY1912'LEADING EAST NO LONGER EXISTS.  THE BENCH MARK IS 81 FEET NORTH OF THE
 BY1912'OLD BRIDGE ACROSS TWO MILE CREEK, 25 FEET NORTH OF THE NORTH SIDE OF A
 BY1912'CORRAL, ABOUT 30 FEET EAST OF THE EAST RIGHT-OF-WAY OF FM 1119, AND 1
 BY1912'FOOT SOUTH OF A METAL WITNESS POST.  THE DISK IS SET IN A 6 X 6 IN.
 BY1912'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE MILEAGE TO
 BY1912'REACH THE BENCH MARK WAS FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1214 ***********************************************************************
 AN1214  DESIGNATION -  U 39
 AN1214  PID         -  AN1214
 AN1214  STATE/COUNTY-  TX/REFUGIO
 AN1214  USGS QUAD   -  CRANELL (1978)
 AN1214
 AN1214                         *CURRENT SURVEY CONTROL
 AN1214  ___________________________________________________________________
 AN1214* NAD 83(1993)-  28 10 02.54772(N)    097 23 40.73292(W)     ADJUSTED  
 AN1214* NAVD 88     -        13.996  (meters)      45.92   (feet)  ADJUSTED  
 AN1214  ___________________________________________________________________
 AN1214  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AN1214  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN1214  DYNAMIC HT  -          13.975 (meters)      45.85  (feet)  COMP
 AN1214  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 AN1214
 AN1214  HORZ ORDER  -  SECOND
 AN1214  VERT ORDER  -  FIRST     CLASS II
 AN1214
 AN1214.The horizontal coordinates were established by classical geodetic methods
 AN1214.and adjusted by the National Geodetic Survey in February 1996..
 AN1214
 AN1214.The orthometric height was determined by differential leveling
 AN1214.and adjusted by the National Geodetic Survey in June 1991..
 AN1214.WARNING-Repeat measurements at this control monument indicate possible
 AN1214.vertical movement.
 AN1214
 AN1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1214
 AN1214.The geoid height was determined by GEOID03.
 AN1214
 AN1214.The dynamic height is computed by dividing the NAVD 88
 AN1214.geopotential number by the normal gravity value computed on the
 AN1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1214.degrees latitude (g = 980.6199 gals.).
 AN1214
 AN1214.The modeled gravity was interpolated from observed gravity values.
 AN1214
 AN1214;                    North         East     Units Scale Factor Converg.
 AN1214;SPC TXSC     - 4,038,105.321   757,666.686   MT  1.00006899   +0 47 11.3
 AN1214;SPC TXSC     -13,248,350.54  2,485,778.12   sFT  1.00006899   +0 47 11.3
 AN1214;SPC TX S     - 5,277,552.674   408,565.672   MT  1.00010163   +0 30 06.6
 AN1214;SPC TX S     -17,314,770.73  1,340,435.88   sFT  1.00010163   +0 30 06.6
 AN1214;UTM  14      - 3,116,785.973   657,609.211   MT  0.99990659   +0 45 28.7
 AN1214
 AN1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1214!SPC TXSC     -   1.00000207  x   1.00006899  =   1.00007106
 AN1214!SPC TX S     -   1.00000207  x   1.00010163  =   1.00010370
 AN1214!UTM  14      -   1.00000207  x   0.99990659  =   0.99990866
 AN1214
 AN1214                          SUPERSEDED SURVEY CONTROL
 AN1214
 AN1214  NAD 83(1986)-  28 10 02.55497(N)    097 23 40.71398(W) AD(       ) 2
 AN1214  NAD 27      -  28 10 01.51600(N)    097 23 39.74300(W) AD(       ) 2
 AN1214  NGVD 29 (??/??/92)   14.18   (m)           46.5    (f) COMPUTED    1 2
 AN1214
 AN1214.Superseded values are not recommended for survey control.
 AN1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1214.See file dsdata.txt to determine how the superseded data were derived.
 AN1214
 AN1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS5760916786(NAD 83)
 AN1214_MARKER: DB = BENCH MARK DISK
 AN1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1214_STAMPING: U 39 1918 46.375 FT.
 AN1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1214+STABILITY: SURFACE MOTION
 AN1214
 AN1214  HISTORY     - Date     Condition        Report By
 AN1214  HISTORY     - 1952     MONUMENTED       CGS
 AN1214  HISTORY     - 1952     GOOD             NGS
 AN1214  HISTORY     - 1967     MARK NOT FOUND   HUMBLE
 AN1214  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1214  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1214  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1214  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1214
 AN1214                          STATION DESCRIPTION
 AN1214
 AN1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN1214'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF
 AN1214'SINTON AND ABOUT 6 MILES SOUTHWEST OF WOODSBORO.
 AN1214'
 AN1214'REFERENCE MARK 2 FOR STATION CRANELL IS STAMPED U 39 1918 ELEV. 46.375
 AN1214'FT.  IT IS A STANDARD BENCH MARK DISK SET IN A CONCRETE MONUMENT
 AN1214'THAT PROJECTS 8 INCHES.  IT IS 50 FEET SOUTHEAST OF THE
 AN1214'CENTER LINE OF U.S. HIGHWAY 77 AND 2 FEET NORTHWEST OF A
 AN1214'WHITE WITNESS POST.
 AN1214
 AN1214                          STATION RECOVERY (1952)
 AN1214
 AN1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AN1214'6 MI SW FROM WOODSBORO.
 AN1214'THE MARK IS A STANDARD BENCH MARK DISK SET IN A CONCRETE MONUMENT THAT
 AN1214'PROJECTS 8 INCHES.  TO REACH THE MARK FROM THE RAILROAD STATION IN
 AN1214'WOODSBORO, GO SOUTHWEST ON U.S. HIGHWAY 77 FOR 6.1 MILES TO THE MARK
 AN1214'ON THE LEFT.  THE MARK IS LOCATED 50 FEET SOUTHEAST OF THE CENTER LINE
 AN1214'OF U.S. HIGHWAY 77.  123.73 FEET OR 37.712 METERS NORTHWEST OF
 AN1214'TRIANGULATION STATION CRANELL 1952.  AND 2 FEET NORTHWEST OF A WHITE
 AN1214'WITNESS POST.
 AN1214
 AN1214                          STATION RECOVERY (1967)
 AN1214
 AN1214'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AN1214'THIS MARK WAS NOT LOCATED.  DESCRIPTION OF AZIMUTH MARK
 AN1214'FALLS IN HIGHWAY DITCH.  NO TRACE WAS FOUND OF THE MARK IN
 AN1214'30-45 MINUTE SEARCH.
 AN1214
 AN1214                          STATION RECOVERY (1973)
 AN1214
 AN1214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1214'MARK NOT FOUND.
 AN1214
 AN1214                          STATION RECOVERY (1978)
 AN1214
 AN1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1214'NOT RECOVERED ON THIS DATE.
 AN1214
 AN1214                          STATION RECOVERY (1990)
 AN1214
 AN1214'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1214'MARK NOT FOUND.
 AN1214
 AN1214                          STATION RECOVERY (1999)
 AN1214
 AN1214'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0450 ***********************************************************************
 CS0450  DESIGNATION -  U 390
 CS0450  PID         -  CS0450
 CS0450  STATE/COUNTY-  TX/HENDERSON
 CS0450  USGS QUAD   -  TOOL (1981)
 CS0450
 CS0450                         *CURRENT SURVEY CONTROL
 CS0450  ___________________________________________________________________
 CS0450* NAD 83(1986)-  32 16 05.     (N)    096 10 44.     (W)     SCALED    
 CS0450* NAVD 88     -       105.819  (meters)     347.17   (feet)  ADJUSTED  
 CS0450  ___________________________________________________________________
 CS0450  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0450  DYNAMIC HT  -         105.697 (meters)     346.77  (feet)  COMP
 CS0450  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CS0450
 CS0450  VERT ORDER  -  SECOND    CLASS 0
 CS0450
 CS0450.The horizontal coordinates were scaled from a topographic map and have
 CS0450.an estimated accuracy of +/- 6 seconds.
 CS0450
 CS0450.The orthometric height was determined by differential leveling
 CS0450.and adjusted by the National Geodetic Survey in June 1991..
 CS0450
 CS0450.The geoid height was determined by GEOID03.
 CS0450
 CS0450.The dynamic height is computed by dividing the NAVD 88
 CS0450.geopotential number by the normal gravity value computed on the
 CS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0450.degrees latitude (g = 980.6199 gals.).
 CS0450
 CS0450.The modeled gravity was interpolated from observed gravity values.
 CS0450
 CS0450;                    North         East    Units  Estimated Accuracy
 CS0450;SPC TXNC     - 2,069,110.      818,660.      MT  (+/- 180 meters Scaled)
 CS0450
 CS0450                          SUPERSEDED SURVEY CONTROL
 CS0450
 CS0450  NGVD 29 (??/??/92)  105.825  (m)          347.19   (f) ADJ UNCH    2 0
 CS0450
 CS0450.Superseded values are not recommended for survey control.
 CS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0450.See file dsdata.txt to determine how the superseded data were derived.
 CS0450
 CS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA657736(NAD 83)
 CS0450_MARKER: DB = BENCH MARK DISK
 CS0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0450_STAMPING: U 390 1947
 CS0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0450+STABILITY: SURFACE MOTION
 CS0450
 CS0450  HISTORY     - Date     Condition        Report By
 CS0450  HISTORY     - 1947     MONUMENTED       CGS
 CS0450  HISTORY     - 1958     GOOD             USGS
 CS0450
 CS0450                          STATION DESCRIPTION
 CS0450
 CS0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0450'10.65 MI NW FROM TRINIDAD.
 CS0450'TO REACH FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT TRINIDAD,
 CS0450'PROCEED 9.55 MILES NORTHWEST ALONG STATE HIGHWAY NO.274 TO THE END OF
 CS0450'THE PAVEMENT, THENCE 1.1 MILE WEST ALONG A DIRT ROAD, BENCH MARK IS
 CS0450'0.4 MILE WEST OF SMITHS STORE AT TOOL, AT THE JUNCTION OF A DIRT ROAD
 CS0450'LEADING NORTH TOWARD A SCHOOL AND AN OLD CEMETERY, 54.5 FEET NORTH OF
 CS0450'THE CENTER OF THE MAIN ROAD, 26.0 FEET EAST OF THE CENTER OF A DIRT
 CS0450'ROAD LEADING NORTH, 13.0 FEET NORTHEAST OF A 30-INCH OAK TREE WHICH IS
 CS0450'BEING USED FOR A FENCE CORNER POST, 2.8 FEET EAST OF A REFERENCE POST,
 CS0450'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 CS0450'PROJECTING 0.2 FOOT.  NOTE-- PROCEED 9.9 MILES NORTHWEST ALONG STATE
 CS0450'HIGHWAY 274 TO STEWARTS STORE AT TOOL.
 CS0450
 CS0450                          STATION RECOVERY (1958)
 CS0450
 CS0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0451 ***********************************************************************
 CS0451  DESIGNATION -  U 390 RESET 1974
 CS0451  PID         -  CS0451
 CS0451  STATE/COUNTY-  TX/HENDERSON
 CS0451  USGS QUAD   -  TOOL (1981)
 CS0451
 CS0451                         *CURRENT SURVEY CONTROL
 CS0451  ___________________________________________________________________
 CS0451* NAD 83(1986)-  32 16 05.     (N)    096 10 44.     (W)     SCALED    
 CS0451* NAVD 88     -       105.95   (+/-2cm)     347.6    (feet)  VERTCON   
 CS0451  ___________________________________________________________________
 CS0451  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0451
 CS0451  VERT ORDER  -  THIRD (See Below)
 CS0451
 CS0451.The horizontal coordinates were scaled from a topographic map and have
 CS0451.an estimated accuracy of +/- 6 seconds.
 CS0451
 CS0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0451.The vertical order pertains to the NGVD 29 superseded value.
 CS0451
 CS0451.The geoid height was determined by GEOID03.
 CS0451
 CS0451;                    North         East    Units  Estimated Accuracy
 CS0451;SPC TXNC     - 2,069,110.      818,660.      MT  (+/- 180 meters Scaled)
 CS0451
 CS0451                          SUPERSEDED SURVEY CONTROL
 CS0451
 CS0451  NGVD 29 (01/29/03)  105.96   (m)          347.6    (f) RESET       3  
 CS0451
 CS0451.Superseded values are not recommended for survey control.
 CS0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0451.See file dsdata.txt to determine how the superseded data were derived.
 CS0451
 CS0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA657736(NAD 83)
 CS0451_MARKER: DB = BENCH MARK DISK
 CS0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0451_STAMPING: U 390 RESET 1974
 CS0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0451+STABILITY: SURFACE MOTION
 CS0451
 CS0451  HISTORY     - Date     Condition        Report By
 CS0451  HISTORY     - 1974     MONUMENTED       TXHD
 CS0451  HISTORY     - 1974     GOOD             NGS
 CS0451
 CS0451                          STATION DESCRIPTION
 CS0451
 CS0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CS0451'10 MI NNW FROM TRINIDAD.
 CS0451'FROM THE ST. LOUIS SOUTHWESTERN RAILROAD STATION IN TRINIDAD, GO
 CS0451'NORTH-NORTHWEST ON STATE HIGHWAY 274 FOR 9.6 MILES TO FARM ROAD 3225
 CS0451'ON THE LEFT.  TURN LEFT AND GO WESTERLY ON FARM ROAD 3225 FOR 0.5 MILE
 CS0451'TO A SIDE ROAD ON THE RIGHT AND MARK ON THE RIGHT.  52 FEET NORTH OF
 CS0451'THE CENTER OF ROAD, 26 FEET EAST OF THE CENTER OF ROAD, 30 FEET
 CS0451'SOUTHWEST OF A 30-INCH OAK TREE, 3 FEET NORTH OF A HI-LINE POLE, 1.2
 CS0451'FEET WEST OF A STEEL REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CS0451'POST THAT PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0472 ***********************************************************************
 CS0472  DESIGNATION -  U 392
 CS0472  PID         -  CS0472
 CS0472  STATE/COUNTY-  TX/HENDERSON
 CS0472  USGS QUAD   -  MABANK (1981)
 CS0472
 CS0472                         *CURRENT SURVEY CONTROL
 CS0472  ___________________________________________________________________
 CS0472* NAD 83(1986)-  32 16 42.     (N)    096 04 08.     (W)     SCALED    
 CS0472* NAVD 88     -       116.595  (meters)     382.53   (feet)  ADJUSTED  
 CS0472  ___________________________________________________________________
 CS0472  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0472  DYNAMIC HT  -         116.461 (meters)     382.09  (feet)  COMP
 CS0472  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CS0472
 CS0472  VERT ORDER  -  SECOND    CLASS 0
 CS0472
 CS0472.The horizontal coordinates were scaled from a topographic map and have
 CS0472.an estimated accuracy of +/- 6 seconds.
 CS0472
 CS0472.The orthometric height was determined by differential leveling
 CS0472.and adjusted by the National Geodetic Survey in June 1991..
 CS0472
 CS0472.The geoid height was determined by GEOID03.
 CS0472
 CS0472.The dynamic height is computed by dividing the NAVD 88
 CS0472.geopotential number by the normal gravity value computed on the
 CS0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0472.degrees latitude (g = 980.6199 gals.).
 CS0472
 CS0472.The modeled gravity was interpolated from observed gravity values.
 CS0472
 CS0472;                    North         East    Units  Estimated Accuracy
 CS0472;SPC TXNC     - 2,070,480.      829,000.      MT  (+/- 180 meters Scaled)
 CS0472
 CS0472                          SUPERSEDED SURVEY CONTROL
 CS0472
 CS0472  NGVD 29 (??/??/92)  116.602  (m)          382.55   (f) ADJ UNCH    2 0
 CS0472
 CS0472.Superseded values are not recommended for survey control.
 CS0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0472.See file dsdata.txt to determine how the superseded data were derived.
 CS0472
 CS0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA760750(NAD 83)
 CS0472_MARKER: DB = BENCH MARK DISK
 CS0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0472_STAMPING: U 392 1947
 CS0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0472+STABILITY: SURFACE MOTION
 CS0472
 CS0472  HISTORY     - Date     Condition        Report By
 CS0472  HISTORY     - 1947     MONUMENTED       CGS
 CS0472
 CS0472                          STATION DESCRIPTION
 CS0472
 CS0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0472'IN PAYNE SPRING.
 CS0472'AT PAYNE SPRING, IN THE SOUTHWEST CORNER OF THE YARD AROUND THE PAYNE
 CS0472'SPRING SCHOOL, 245 FEET SOUTH OF THE SOUTH WALL OF THE SCHOOL
 CS0472'BUILDING, 95 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING
 CS0472'NORTH, 38 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 2
 CS0472'FEET EAST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0472'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0682 ***********************************************************************
 CS0682  DESIGNATION -  U 393 RESET 1965
 CS0682  PID         -  CS0682
 CS0682  STATE/COUNTY-  TX/NAVARRO
 CS0682  USGS QUAD   -  POWELL (1959)
 CS0682
 CS0682                         *CURRENT SURVEY CONTROL
 CS0682  ___________________________________________________________________
 CS0682* NAD 83(1986)-  32 02 44.     (N)    096 15 58.     (W)     SCALED    
 CS0682* NAVD 88     -       100.15   (+/-2cm)     328.6    (feet)  VERTCON   
 CS0682  ___________________________________________________________________
 CS0682  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0682
 CS0682  VERT ORDER  -  THIRD (See Below)
 CS0682
 CS0682.The horizontal coordinates were scaled from a topographic map and have
 CS0682.an estimated accuracy of +/- 6 seconds.
 CS0682
 CS0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0682.The vertical order pertains to the NGVD 29 superseded value.
 CS0682
 CS0682.The geoid height was determined by GEOID03.
 CS0682
 CS0682;                    North         East    Units  Estimated Accuracy
 CS0682;SPC TXNC     - 2,044,260.      810,970.      MT  (+/- 180 meters Scaled)
 CS0682
 CS0682                          SUPERSEDED SURVEY CONTROL
 CS0682
 CS0682  NGVD 29 (??/??/??)  100.15   (m)          328.6    (f) RESET       3  
 CS0682
 CS0682.Superseded values are not recommended for survey control.
 CS0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0682.See file dsdata.txt to determine how the superseded data were derived.
 CS0682
 CS0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA581487(NAD 83)
 CS0682_MARKER: DD = SURVEY DISK
 CS0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0682_SP_SET: CULVERT
 CS0682_STAMPING: U 393 RESET 1965
 CS0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS0682+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 CS0682
 CS0682  HISTORY     - Date     Condition        Report By
 CS0682  HISTORY     - 1965     MONUMENTED       TXHD
 CS0682  HISTORY     - 20020824 GOOD             USPSQD
 CS0682
 CS0682                          STATION DESCRIPTION
 CS0682
 CS0682'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965
 CS0682'3.9 MI NE FROM EUREKA.
 CS0682'3.3 MILES SOUTHEAST ALONG FM 2859 FROM THE JUNCTION OF FM 637 AND FM
 CS0682'2859.  SET IN THE NORTHWEST CONCRETE HEADWALL OF AN 18-INCH PIPE
 CS0682'CULVERT.
 CS0682
 CS0682                          STATION RECOVERY (2002)
 CS0682
 CS0682'RECOVERY NOTE BY US POWER SQUADRON 2002 (KL)
 CS0682'3.9 MILES FROM EUREKA, TURN NE ON 637
 CS0682'3.3 MILES SE ALONG FM 2859 FROM JUNCTION OF 637 AND FM 2859.
 CS0682'REST OF DESCRIPTION IS OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1159 ***********************************************************************
 CS1159  DESIGNATION -  U 395
 CS1159  PID         -  CS1159
 CS1159  STATE/COUNTY-  TX/DALLAS
 CS1159  USGS QUAD   -  OAK CLIFF (1981)
 CS1159
 CS1159                         *CURRENT SURVEY CONTROL
 CS1159  ___________________________________________________________________
 CS1159* NAD 83(1986)-  32 41 34.     (N)    096 45 06.     (W)     SCALED    
 CS1159* NAVD 88     -       125.895  (meters)     413.04   (feet)  ADJUSTED  
 CS1159  ___________________________________________________________________
 CS1159  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CS1159  DYNAMIC HT  -         125.751 (meters)     412.57  (feet)  COMP
 CS1159  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 CS1159
 CS1159  VERT ORDER  -  FIRST     CLASS II
 CS1159
 CS1159.The horizontal coordinates were scaled from a topographic map and have
 CS1159.an estimated accuracy of +/- 6 seconds.
 CS1159
 CS1159.The orthometric height was determined by differential leveling
 CS1159.and adjusted by the National Geodetic Survey in June 1991..
 CS1159
 CS1159.The geoid height was determined by GEOID03.
 CS1159
 CS1159.The dynamic height is computed by dividing the NAVD 88
 CS1159.geopotential number by the normal gravity value computed on the
 CS1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1159.degrees latitude (g = 980.6199 gals.).
 CS1159
 CS1159.The modeled gravity was interpolated from observed gravity values.
 CS1159
 CS1159;                    North         East    Units  Estimated Accuracy
 CS1159;SPC TXNC     - 2,115,150.      763,930.      MT  (+/- 180 meters Scaled)
 CS1159
 CS1159                          SUPERSEDED SURVEY CONTROL
 CS1159
 CS1159  NGVD 29 (??/??/92)  125.909  (m)          413.09   (f) ADJ UNCH    1 2
 CS1159
 CS1159.Superseded values are not recommended for survey control.
 CS1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1159.See file dsdata.txt to determine how the superseded data were derived.
 CS1159
 CS1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB107194(NAD 83)
 CS1159_MARKER: DB = BENCH MARK DISK
 CS1159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1159_SP_SET: SEMAPHORE
 CS1159_STAMPING: U 395 1947
 CS1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1159
 CS1159  HISTORY     - Date     Condition        Report By
 CS1159  HISTORY     - 1947     MONUMENTED       CGS
 CS1159  HISTORY     - 1958     GOOD             NGS
 CS1159
 CS1159                          STATION DESCRIPTION
 CS1159
 CS1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1159'7.0 MI N FROM LANCASTER.
 CS1159'ABOUT 7.0 MILES NORTH ALONG THE MISSOURI, KANSAS, TEXAS RAILROAD FROM
 CS1159'THE STATION AT LANCASTER, 12.0 FEET EAST OF AND ABOUT 2.5 FEET HIGHER
 CS1159'THAN THE CENTER LINE OF THE TRACK, ON THE WEST FACE OF THE CONCRETE
 CS1159'BASE FOR SEMAPHORE NO. 7746.  A BRONZE BENCH MARK DISK SET VERTICALLY
 CS1159'IN A DRILL HOLE IN CONCRETE.  NOTE-- BM IS 0.5 MI W OF HIGHWAY NO. 75
 CS1159'AND ABOUT 150 YRDS N OF THE END OF RIVER OAKS RD. AND A GRAVEL PIT.
 CS1159
 CS1159                          STATION RECOVERY (1958)
 CS1159
 CS1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0580 ***********************************************************************
 CR0580  DESIGNATION -  U 396
 CR0580  PID         -  CR0580
 CR0580  STATE/COUNTY-  TX/HENDERSON
 CR0580  USGS QUAD   -  ATHENS (1984)
 CR0580
 CR0580                         *CURRENT SURVEY CONTROL
 CR0580  ___________________________________________________________________
 CR0580* NAD 83(1986)-  32 11 19.     (N)    095 51 02.     (W)     SCALED    
 CR0580* NAVD 88     -       148.183  (meters)     486.16   (feet)  ADJUSTED  
 CR0580  ___________________________________________________________________
 CR0580  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CR0580  DYNAMIC HT  -         148.010 (meters)     485.60  (feet)  COMP
 CR0580  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 CR0580
 CR0580  VERT ORDER  -  SECOND    CLASS 0
 CR0580
 CR0580.The horizontal coordinates were scaled from a topographic map and have
 CR0580.an estimated accuracy of +/- 6 seconds.
 CR0580
 CR0580.The orthometric height was determined by differential leveling
 CR0580.and adjusted by the National Geodetic Survey in June 1991..
 CR0580
 CR0580.The geoid height was determined by GEOID03.
 CR0580
 CR0580.The dynamic height is computed by dividing the NAVD 88
 CR0580.geopotential number by the normal gravity value computed on the
 CR0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0580.degrees latitude (g = 980.6199 gals.).
 CR0580
 CR0580.The modeled gravity was interpolated from observed gravity values.
 CR0580
 CR0580;                    North         East    Units  Estimated Accuracy
 CR0580;SPC TXNC     - 2,061,030.      849,810.      MT  (+/- 180 meters Scaled)
 CR0580
 CR0580                          SUPERSEDED SURVEY CONTROL
 CR0580
 CR0580  NGVD 29 (??/??/92)  148.19   (m)          486.2    (f) COMPUTED    2 0
 CR0580
 CR0580.Superseded values are not recommended for survey control.
 CR0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0580.See file dsdata.txt to determine how the superseded data were derived.
 CR0580
 CR0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR312649(NAD 83)
 CR0580_MARKER: DB = BENCH MARK DISK
 CR0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0580_STAMPING: U 396 1947
 CR0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0580+STABILITY: SURFACE MOTION
 CR0580
 CR0580  HISTORY     - Date     Condition        Report By
 CR0580  HISTORY     - 1947     MONUMENTED       CGS
 CR0580  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0580
 CR0580                          STATION DESCRIPTION
 CR0580
 CR0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0580'1.2 MI S FROM ATHENS.
 CR0580'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 FROM THE COURT HOUSE AT
 CR0580'ATHENS, AT THE JUNCTION OF FARM HIGHWAY NO. 59 WHICH LEADS TO CAYUGA,
 CR0580'52.0 FEET NORTHEAST OF THE INTERSECTION OF THE CENTERLINES OF THE
 CR0580'HIGHWAYS, 41.5 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 19, 4.5
 CR0580'FEET NORTH OF A POWER LINE POLE, 2.5 FEET SOUTH OF A REFERENCE POST,
 CR0580'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 CR0580'PROJECTING 0.1 FOOT.
 CR0580
 CR0580                          STATION RECOVERY (1998)
 CR0580
 CR0580'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0581 ***********************************************************************
 CR0581  DESIGNATION -  U 396 RESET 1959
 CR0581  PID         -  CR0581
 CR0581  STATE/COUNTY-  TX/HENDERSON
 CR0581  USGS QUAD   -  ATHENS (1984)
 CR0581
 CR0581                         *CURRENT SURVEY CONTROL
 CR0581  ___________________________________________________________________
 CR0581* NAD 83(1986)-  32 11 20.     (N)    095 51 03.     (W)     SCALED    
 CR0581* NAVD 88     -       148.32   (+/-2cm)     486.6    (feet)  VERTCON   
 CR0581  ___________________________________________________________________
 CR0581  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CR0581
 CR0581  VERT ORDER  -  THIRD (See Below)
 CR0581
 CR0581.The horizontal coordinates were scaled from a topographic map and have
 CR0581.an estimated accuracy of +/- 6 seconds.
 CR0581
 CR0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0581.The vertical order pertains to the NGVD 29 superseded value.
 CR0581
 CR0581.The geoid height was determined by GEOID03.
 CR0581
 CR0581;                    North         East    Units  Estimated Accuracy
 CR0581;SPC TXNC     - 2,061,060.      849,780.      MT  (+/- 180 meters Scaled)
 CR0581
 CR0581                          SUPERSEDED SURVEY CONTROL
 CR0581
 CR0581  NGVD 29 (??/??/??)  148.32   (m)          486.6    (f) RESET       3  
 CR0581
 CR0581.Superseded values are not recommended for survey control.
 CR0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0581.See file dsdata.txt to determine how the superseded data were derived.
 CR0581
 CR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR312649(NAD 83)
 CR0581_MARKER: DB = BENCH MARK DISK
 CR0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0581_STAMPING: U 396 RESET 1959
 CR0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0581+STABILITY: SURFACE MOTION
 CR0581
 CR0581  HISTORY     - Date     Condition        Report By
 CR0581  HISTORY     - 1959     MONUMENTED       TXHD
 CR0581  HISTORY     - 19980613 GOOD             USPSQD
 CR0581  HISTORY     - 20040605 GOOD             USPSQD
 CR0581
 CR0581                          STATION DESCRIPTION
 CR0581
 CR0581'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 CR0581'1.2 MI S FROM ATHENS.
 CR0581'THE MARK IS LOCATED 1.2 MILES SOUTH ALONG STATE HIGHWAY NO. 19 FROM
 CR0581'THE COURT HOUSE AT ATHENS, AT THE JUNCTION OF FARM HIGHWAY NO. 59
 CR0581'WHICH LEADS TO CAYUGA, 65.4 FEET NORTHEAST OF THE INTERSECTION OF THE
 CR0581'CENTERLINES OF THE HIGHWAYS, 60.7 FEET EAST OF THE CENTER OF STATE
 CR0581'HIGHWAY NO. 19, 19.0 FEET EAST OF A POWER LINE POLE, 3.0 FEET SOUTH OF
 CR0581'A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE
 CR0581'ELEVATION OF THE HIGHWAY AND FLUSH WITH THE GROUND.
 CR0581
 CR0581                          STATION RECOVERY (1998)
 CR0581
 CR0581'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0581'RECOVERED IN GOOD CONDITION.
 CR0581
 CR0581                          STATION RECOVERY (2004)
 CR0581
 CR0581'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CR0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0512 ***********************************************************************
 CS0512  DESIGNATION -  U 397
 CS0512  PID         -  CS0512
 CS0512  STATE/COUNTY-  TX/NAVARRO
 CS0512  USGS QUAD   -  BAZETTE (1976)
 CS0512
 CS0512                         *CURRENT SURVEY CONTROL
 CS0512  ___________________________________________________________________
 CS0512* NAD 83(1986)-  32 12 46.     (N)    096 18 36.     (W)     SCALED    
 CS0512* NAVD 88     -       134.495  (meters)     441.26   (feet)  ADJUSTED  
 CS0512  ___________________________________________________________________
 CS0512  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0512  DYNAMIC HT  -         134.341 (meters)     440.75  (feet)  COMP
 CS0512  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 CS0512
 CS0512  VERT ORDER  -  SECOND    CLASS 0
 CS0512
 CS0512.The horizontal coordinates were scaled from a topographic map and have
 CS0512.an estimated accuracy of +/- 6 seconds.
 CS0512
 CS0512.The orthometric height was determined by differential leveling
 CS0512.and adjusted by the National Geodetic Survey in June 1991..
 CS0512
 CS0512.The geoid height was determined by GEOID03.
 CS0512
 CS0512.The dynamic height is computed by dividing the NAVD 88
 CS0512.geopotential number by the normal gravity value computed on the
 CS0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0512.degrees latitude (g = 980.6199 gals.).
 CS0512
 CS0512.The modeled gravity was interpolated from observed gravity values.
 CS0512
 CS0512;                    North         East    Units  Estimated Accuracy
 CS0512;SPC TXNC     - 2,062,710.      806,440.      MT  (+/- 180 meters Scaled)
 CS0512
 CS0512                          SUPERSEDED SURVEY CONTROL
 CS0512
 CS0512  NGVD 29 (??/??/92)  134.498  (m)          441.27   (f) ADJ UNCH    2 0
 CS0512
 CS0512.Superseded values are not recommended for survey control.
 CS0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0512.See file dsdata.txt to determine how the superseded data were derived.
 CS0512
 CS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA535671(NAD 83)
 CS0512_MARKER: DB = BENCH MARK DISK
 CS0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0512_STAMPING: U 397 1947
 CS0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0512+STABILITY: SURFACE MOTION
 CS0512
 CS0512  HISTORY     - Date     Condition        Report By
 CS0512  HISTORY     - 1947     MONUMENTED       CGS
 CS0512  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0512
 CS0512                          STATION DESCRIPTION
 CS0512
 CS0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0512'4.0 MI SE FROM MONTFORT.
 CS0512'0.2 MILE NORTHWEST, THENCE 1.7 MILE NORTHEAST AND 2.1 MILES SOUTHEAST
 CS0512'ALONG THE MONTFORT-BAZETTE ROAD FROM THE GENERAL STORE AT MONTFORT, AT
 CS0512'THE TOP OF A VERY PROMINENT HILL, 70.0 FEET NORTH OF THE CENTER OF THE
 CS0512'INTERSECTION OF THE MAIN ROAD AND A PRIVATE DRIVEWAY LEADING SOUTHWEST
 CS0512'TO A FARM HOUSE, 50.0 FEET NORTHWEST OF THE CENTER OF A GATE IN THE
 CS0512'NORTHEAST RIGHT-OF-WAY FENCE, 23.0 FEET NORTHEAST OF THE CENTER OF THE
 CS0512'MAIN ROAD, 2.5 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 2.5
 CS0512'FEET NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 CS0512'SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT. NOTE-- THIS BENCH
 CS0512'MARK IS ALSO 1.1 MILE SOUTHWEST, THENCE 2.4 MILES NORTHWEST, THENCE
 CS0512'0.2 MILE SOUTHWEST AND 0.6 MILE NORTHWEST ALONG THE BAZETTE-MONTFORT
 CS0512'ROAD FROM THE BAZETTE SCHOOL AT BAZETTE.
 CS0512
 CS0512                          STATION RECOVERY (1961)
 CS0512
 CS0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2288 ***********************************************************************
 BY2288  DESIGNATION -  U 398
 BY2288  PID         -  BY2288
 BY2288  STATE/COUNTY-  TX/ANDERSON
 BY2288  USGS QUAD   -  BLACKFOOT (1982)
 BY2288
 BY2288                         *CURRENT SURVEY CONTROL
 BY2288  ___________________________________________________________________
 BY2288* NAD 83(1986)-  31 54 12.     (N)    095 46 23.     (W)     SCALED    
 BY2288* NAVD 88     -       110.394  (meters)     362.18   (feet)  ADJUSTED  
 BY2288  ___________________________________________________________________
 BY2288  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BY2288  DYNAMIC HT  -         110.262 (meters)     361.75  (feet)  COMP
 BY2288  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 BY2288
 BY2288  VERT ORDER  -  SECOND    CLASS 0
 BY2288
 BY2288.The horizontal coordinates were scaled from a topographic map and have
 BY2288.an estimated accuracy of +/- 6 seconds.
 BY2288
 BY2288.The orthometric height was determined by differential leveling
 BY2288.and adjusted by the National Geodetic Survey in June 1991..
 BY2288
 BY2288.The geoid height was determined by GEOID03.
 BY2288
 BY2288.The dynamic height is computed by dividing the NAVD 88
 BY2288.geopotential number by the normal gravity value computed on the
 BY2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2288.degrees latitude (g = 980.6199 gals.).
 BY2288
 BY2288.The modeled gravity was interpolated from observed gravity values.
 BY2288
 BY2288;                    North         East    Units  Estimated Accuracy
 BY2288;SPC TX C     - 3,256,800.    1,131,250.      MT  (+/- 180 meters Scaled)
 BY2288
 BY2288                          SUPERSEDED SURVEY CONTROL
 BY2288
 BY2288  NGVD 29 (??/??/92)  110.380  (m)          362.14   (f) ADJ UNCH    2 0
 BY2288
 BY2288.Superseded values are not recommended for survey control.
 BY2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2288.See file dsdata.txt to determine how the superseded data were derived.
 BY2288
 BY2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR377330(NAD 83)
 BY2288_MARKER: DB = BENCH MARK DISK
 BY2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2288_STAMPING: U 398 1947
 BY2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2288+STABILITY: SURFACE MOTION
 BY2288
 BY2288  HISTORY     - Date     Condition        Report By
 BY2288  HISTORY     - 1947     MONUMENTED       CGS
 BY2288  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2288
 BY2288                          STATION DESCRIPTION
 BY2288
 BY2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2288'3.8 MI NW FROM MONTALBA.
 BY2288'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 19 FROM MONTALBA SCHOOL THENCE
 BY2288'2.1 MILES WEST ALONG A NARROW OIL ROAD.  NEAR A FARM HOUSE. IN A FENCE
 BY2288'CORNER.  72 FEET SOUTH OF THE SOUTHEAST CORNER OF A FARM HOUSE. 19
 BY2288'FEET SOUTHWEST OF THE CENTER OF THE ROAD.  6 FEET SOUTH OF A CORNER
 BY2288'FENCE POST.  5 FEET SOUTHWEST OF A RIGHT OF WAY FENCE.  4 FEET EAST OF
 BY2288'LINE FENCE.  2 FEET WEST OF WITNESS POST.
 BY2288
 BY2288                          STATION RECOVERY (1977)
 BY2288
 BY2288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0266 ***********************************************************************
 BZ0266  DESIGNATION -  U 399
 BZ0266  PID         -  BZ0266
 BZ0266  STATE/COUNTY-  TX/ANDERSON
 BZ0266  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0266
 BZ0266                         *CURRENT SURVEY CONTROL
 BZ0266  ___________________________________________________________________
 BZ0266* NAD 83(1986)-  31 57 53.     (N)    096 01 24.     (W)     SCALED    
 BZ0266* NAVD 88     -        87.382  (meters)     286.69   (feet)  ADJUSTED  
 BZ0266  ___________________________________________________________________
 BZ0266  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BZ0266  DYNAMIC HT  -          87.280 (meters)     286.35  (feet)  COMP
 BZ0266  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 BZ0266
 BZ0266  VERT ORDER  -  SECOND    CLASS 0
 BZ0266
 BZ0266.The horizontal coordinates were scaled from a topographic map and have
 BZ0266.an estimated accuracy of +/- 6 seconds.
 BZ0266
 BZ0266.The orthometric height was determined by differential leveling
 BZ0266.and adjusted by the National Geodetic Survey in June 1991..
 BZ0266
 BZ0266.The geoid height was determined by GEOID03.
 BZ0266
 BZ0266.The dynamic height is computed by dividing the NAVD 88
 BZ0266.geopotential number by the normal gravity value computed on the
 BZ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0266.degrees latitude (g = 980.6199 gals.).
 BZ0266
 BZ0266.The modeled gravity was interpolated from observed gravity values.
 BZ0266
 BZ0266;                    North         East    Units  Estimated Accuracy
 BZ0266;SPC TX C     - 3,262,660.    1,107,330.      MT  (+/- 180 meters Scaled)
 BZ0266
 BZ0266                          SUPERSEDED SURVEY CONTROL
 BZ0266
 BZ0266  NGVD 29 (??/??/92)   87.38   (m)          286.7    (f) COMPUTED    2 0
 BZ0266
 BZ0266.Superseded values are not recommended for survey control.
 BZ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0266.See file dsdata.txt to determine how the superseded data were derived.
 BZ0266
 BZ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA813403(NAD 83)
 BZ0266_MARKER: DB = BENCH MARK DISK
 BZ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0266_STAMPING: U 399 1947
 BZ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0266+STABILITY: SURFACE MOTION
 BZ0266
 BZ0266  HISTORY     - Date     Condition        Report By
 BZ0266  HISTORY     - 1947     MONUMENTED       CGS
 BZ0266  HISTORY     - 1958     MARK NOT FOUND   USGS
 BZ0266  HISTORY     - 1990     GOOD             USPSQD
 BZ0266
 BZ0266                          STATION DESCRIPTION
 BZ0266
 BZ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0266'2.8 MI W FROM CAYUGA.
 BZ0266'ALONG U.S. HIGHWAY NO. 287.  2.8 MILES WEST OF CAYUGA POST OFFICE. 155
 BZ0266'FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE.  54 FEET SOUTH OF THE
 BZ0266'CENTER OF THE HIGHWAY.  10 FEET WEST OF A CORNER FENCE POST.  2 FEET
 BZ0266'NORTH OF A WIRE FENCE.  2 FEET EAST OF WITNESS POST.  NOTE-- HIGHWAY
 BZ0266'GRADING OPERATIONS.
 BZ0266
 BZ0266                          STATION RECOVERY (1958)
 BZ0266
 BZ0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BZ0266'MARK NOT FOUND.
 BZ0266
 BZ0266                          STATION RECOVERY (1990)
 BZ0266
 BZ0266'RECOVERY NOTE BY US POWER SQUADRON 1990 (LS)
 BZ0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0478 ***********************************************************************
 AN0478  DESIGNATION -  U 40
 AN0478  PID         -  AN0478
 AN0478  STATE/COUNTY-  TX/VICTORIA
 AN0478  USGS QUAD   -  PLACEDO (1995)
 AN0478
 AN0478                         *CURRENT SURVEY CONTROL
 AN0478  ___________________________________________________________________
 AN0478* NAD 83(1986)-  28 40 23.     (N)    096 51 17.     (W)     SCALED    
 AN0478* NAVD 88     -        17.27   (+/-2cm)      56.7    (feet)  VERTCON   
 AN0478  ___________________________________________________________________
 AN0478  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0478
 AN0478  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0478
 AN0478.The horizontal coordinates were scaled from a topographic map and have
 AN0478.an estimated accuracy of +/- 6 seconds.
 AN0478
 AN0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0478.The vertical order pertains to the NGVD 29 superseded value.
 AN0478
 AN0478.The geoid height was determined by GEOID03.
 AN0478
 AN0478;                    North         East    Units  Estimated Accuracy
 AN0478;SPC TXSC     - 4,094,990.      809,660.      MT  (+/- 180 meters Scaled)
 AN0478
 AN0478                          SUPERSEDED SURVEY CONTROL
 AN0478
 AN0478  NGVD 29 (??/??/92)   17.399  (m)           57.08   (f) ADJ UNCH    1 2
 AN0478
 AN0478.Superseded values are not recommended for survey control.
 AN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0478.See file dsdata.txt to determine how the superseded data were derived.
 AN0478
 AN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS096736(NAD 83)
 AN0478_MARKER: DB = BENCH MARK DISK
 AN0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0478_STAMPING: U 40 1918 ELEV 57.080 FT
 AN0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0478+STABILITY: SURFACE MOTION
 AN0478
 AN0478  HISTORY     - Date     Condition        Report By
 AN0478  HISTORY     - 1918     MONUMENTED       CGS
 AN0478  HISTORY     - 1967     MARK NOT FOUND   NGS
 AN0478  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0478
 AN0478                          STATION DESCRIPTION
 AN0478
 AN0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AN0478'2.8 MI NE FROM BLOOMINGTON.
 AN0478'TO REACH FROM THE RAILROAD STATION AT BLOOMINGTON, PROCEED 2.8 MILES
 AN0478'NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO SITE
 AN0478'OF BENCH MARK.  BENCH MARK IS 7 POLES NORTHEAST OF MILE POST N. 222,
 AN0478'ABOUT 3 POLES SOUTHWEST OF TRESTLE NO. 222.3.  IT IS 40.0 FEET
 AN0478'NORTHWEST OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF TRACK, 9.0
 AN0478'FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, ABOUT 15.0 FEET SOUTHWEST OF
 AN0478'A TELEGRAPH POLE.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE
 AN0478'WOODEN MARKER POST AND PROJECTS 0.8 FOOT.  A DISK SET IN A CONCRETE
 AN0478'POST.  THIS BENCH MARK IS ALSO 2.1 MILES SOUTHWEST OF THE RAILROAD
 AN0478'STATION AT PLACEDO.  NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT
 AN0478'FOUND.  THE MARK MAY HAVE BEEN DESTROYED DURING CONSTRUCTION WORK
 AN0478'ALONG THE RAILROAD.
 AN0478
 AN0478                          STATION RECOVERY (1978)
 AN0478
 AN0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0478'SEARCHED FOR BUT NOT RECOVERED, NOT RECOVERED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1397 ***********************************************************************
 BY1397  DESIGNATION -  U 400
 BY1397  PID         -  BY1397
 BY1397  STATE/COUNTY-  TX/HOUSTON
 BY1397  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1397
 BY1397                         *CURRENT SURVEY CONTROL
 BY1397  ___________________________________________________________________
 BY1397* NAD 83(1986)-  31 06 55.     (N)    095 26 29.     (W)     SCALED    
 BY1397* NAVD 88     -        90.49   (+/-2cm)     296.9    (feet)  VERTCON   
 BY1397  ___________________________________________________________________
 BY1397  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BY1397
 BY1397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1397
 BY1397.The horizontal coordinates were scaled from a topographic map and have
 BY1397.an estimated accuracy of +/- 6 seconds.
 BY1397
 BY1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1397.The vertical order pertains to the NGVD 29 superseded value.
 BY1397
 BY1397.The geoid height was determined by GEOID03.
 BY1397
 BY1397;                    North         East    Units  Estimated Accuracy
 BY1397;SPC TX C     - 3,170,840.    1,166,430.      MT  (+/- 180 meters Scaled)
 BY1397
 BY1397                          SUPERSEDED SURVEY CONTROL
 BY1397
 BY1397  NGVD 29 (??/??/92)   90.503  (m)          296.93   (f) ADJ UNCH    2 0
 BY1397
 BY1397.Superseded values are not recommended for survey control.
 BY1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1397.See file dsdata.txt to determine how the superseded data were derived.
 BY1397
 BY1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ671449(NAD 83)
 BY1397_MARKER: DB = BENCH MARK DISK
 BY1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1397_SP_SET: CULVERT
 BY1397_STAMPING: U 400 1947
 BY1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1397
 BY1397  HISTORY     - Date     Condition        Report By
 BY1397  HISTORY     - 1947     MONUMENTED       CGS
 BY1397  HISTORY     - 1960     MARK NOT FOUND   NGS
 BY1397
 BY1397                          STATION DESCRIPTION
 BY1397
 BY1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1397'0.85 MI SE FROM LOVELADY.
 BY1397'0.85 MILE SOUTHEAST ALONG THE TRACK OR STATE HIGHWAY NO.45 FROM THE
 BY1397'INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT LOVELADY, 0.1 MILE
 BY1397'NORTHWEST OF A RAILROAD SECTION HOUSE, DIRECTLY ACROSS THE TRACK FROM
 BY1397'MILE POST NO.52, 112.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 BY1397'MAIN TRACK, 13.5 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY NO.45,
 BY1397'SET IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 4-FOOT
 BY1397'CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
 BY1397
 BY1397                          STATION RECOVERY (1960)
 BY1397
 BY1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2176 ***********************************************************************
 BY2176  DESIGNATION -  U 401
 BY2176  PID         -  BY2176
 BY2176  STATE/COUNTY-  TX/ANDERSON
 BY2176  USGS QUAD   -  INDIAN LAKE (1982)
 BY2176
 BY2176                         *CURRENT SURVEY CONTROL
 BY2176  ___________________________________________________________________
 BY2176* NAD 83(1986)-  31 36 34.     (N)    095 40 00.     (W)     SCALED    
 BY2176* NAVD 88     -        69.54   (+/-2cm)     228.1    (feet)  VERTCON   
 BY2176  ___________________________________________________________________
 BY2176  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY2176
 BY2176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2176
 BY2176.The horizontal coordinates were scaled from a topographic map and have
 BY2176.an estimated accuracy of +/- 6 seconds.
 BY2176
 BY2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2176.The vertical order pertains to the NGVD 29 superseded value.
 BY2176
 BY2176.The geoid height was determined by GEOID03.
 BY2176
 BY2176;                    North         East    Units  Estimated Accuracy
 BY2176;SPC TX C     - 3,224,660.    1,142,670.      MT  (+/- 180 meters Scaled)
 BY2176
 BY2176                          SUPERSEDED SURVEY CONTROL
 BY2176
 BY2176  NGVD 29 (??/??/92)   69.518  (m)          228.08   (f) ADJ UNCH    2 0
 BY2176
 BY2176.Superseded values are not recommended for survey control.
 BY2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2176.See file dsdata.txt to determine how the superseded data were derived.
 BY2176
 BY2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR470002(NAD 83)
 BY2176_MARKER: DB = BENCH MARK DISK
 BY2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2176_STAMPING: U 401 1947
 BY2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2176+STABILITY: SURFACE MOTION
 BY2176
 BY2176  HISTORY     - Date     Condition        Report By
 BY2176  HISTORY     - 1947     MONUMENTED       CGS
 BY2176  HISTORY     - 1963     GOOD             NGS
 BY2176
 BY2176                          STATION DESCRIPTION
 BY2176
 BY2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BY2176'7.7 MI SW FROM ELKHART.
 BY2176'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY2176'ALONG STATE HIGHWAY NO. 294, THENCE SOUTH 2.6 MILES ALONG A GRADED
 BY2176'DIRT ROAD TO SITE OF MARK, BENCH MARK IS 82.9 FEET NORTHEAST OF A LONE
 BY2176'COTTONWOOD TREE, 37.0 FEET WEST OF AND ABOUT 2.0 FEET LOWER THAN THE
 BY2176'CENTER LINE OF THE ROAD, 5.0 FEET NORTHEAST OF THE NORTH END OF A WIRE
 BY2176'GATE, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT NORTHEAST OF A 4 X 4 IN.
 BY2176'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY2176'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THIS BENCH
 BY2176'MARK WILL BE ABOUT 500 YARDS WEST OF THE NEW ROAD BEING BUILT. IT IS
 BY2176'AT THE OUTSIDE CURVE WHERE THE ROAD (OLD ROAD) TURNS FROM NORTH TO THE
 BY2176'EAST, 37 FEET WEST OF THE CENTER OF ROAD, 83 FEET EAST OF A LARGE
 BY2176'COTTONWOOD TREE, 9 FEET NORTHEAST OF THE NORTH END OF A WIRE GATE, AND
 BY2176'6 FEET WEST OF A 6-INCH ELM TREE.  THE CONCRETE POST PROJECTS 1 INCH
 BY2176'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1851 ***********************************************************************
 BY1851  DESIGNATION -  U 403
 BY1851  PID         -  BY1851
 BY1851  STATE/COUNTY-  TX/LEON
 BY1851  USGS QUAD   -  CENTERVILLE (1964)
 BY1851
 BY1851                         *CURRENT SURVEY CONTROL
 BY1851  ___________________________________________________________________
 BY1851* NAD 83(1986)-  31 16 05.     (N)    095 56 09.     (W)     SCALED    
 BY1851* NAVD 88     -        77.63   (+/-2cm)     254.7    (feet)  VERTCON   
 BY1851  ___________________________________________________________________
 BY1851  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY1851
 BY1851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1851
 BY1851.The horizontal coordinates were scaled from a topographic map and have
 BY1851.an estimated accuracy of +/- 6 seconds.
 BY1851
 BY1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1851.The vertical order pertains to the NGVD 29 superseded value.
 BY1851
 BY1851.The geoid height was determined by GEOID03.
 BY1851
 BY1851;                    North         East    Units  Estimated Accuracy
 BY1851;SPC TX C     - 3,185,800.    1,118,650.      MT  (+/- 180 meters Scaled)
 BY1851
 BY1851                          SUPERSEDED SURVEY CONTROL
 BY1851
 BY1851  NGVD 29 (??/??/92)   77.611  (m)          254.63   (f) ADJ UNCH    2 0
 BY1851
 BY1851.Superseded values are not recommended for survey control.
 BY1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1851.See file dsdata.txt to determine how the superseded data were derived.
 BY1851
 BY1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ204630(NAD 83)
 BY1851_MARKER: DB = BENCH MARK DISK
 BY1851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1851_SP_SET: ABUTMENT
 BY1851_STAMPING: U 403 1947
 BY1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1851
 BY1851  HISTORY     - Date     Condition        Report By
 BY1851  HISTORY     - 1947     MONUMENTED       CGS
 BY1851  HISTORY     - 1965     GOOD             NGS
 BY1851
 BY1851                          STATION DESCRIPTION
 BY1851
 BY1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1851'2.7 MI E FROM CENTERVILLE.
 BY1851'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1851'CENTERVILLE, 12.0 FEET SOUTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE
 BY1851'CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTH END OF THE EAST
 BY1851'CONCRETE ABUTEMENT OF BRIDGE OVER WHITES BRANCH.  A BRONZE BENCH MARK
 BY1851'DISK SET IN A DRILL HOLE IN CONCRETE.
 BY1851
 BY1851                          STATION RECOVERY (1965)
 BY1851
 BY1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BY1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1852 ***********************************************************************
 BY1852  DESIGNATION -  U 403 RESET 1965
 BY1852  PID         -  BY1852
 BY1852  STATE/COUNTY-  TX/LEON
 BY1852  USGS QUAD   -  CENTERVILLE (1964)
 BY1852
 BY1852                         *CURRENT SURVEY CONTROL
 BY1852  ___________________________________________________________________
 BY1852* NAD 83(1986)-  31 16 05.     (N)    095 56 09.     (W)     SCALED    
 BY1852* NAVD 88     -        77.32   (+/-2cm)     253.7    (feet)  VERTCON   
 BY1852  ___________________________________________________________________
 BY1852  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY1852
 BY1852  VERT ORDER  -  THIRD (See Below)
 BY1852
 BY1852.The horizontal coordinates were scaled from a topographic map and have
 BY1852.an estimated accuracy of +/- 6 seconds.
 BY1852
 BY1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1852.The vertical order pertains to the NGVD 29 superseded value.
 BY1852
 BY1852.The geoid height was determined by GEOID03.
 BY1852
 BY1852;                    North         East    Units  Estimated Accuracy
 BY1852;SPC TX C     - 3,185,800.    1,118,650.      MT  (+/- 180 meters Scaled)
 BY1852
 BY1852                          SUPERSEDED SURVEY CONTROL
 BY1852
 BY1852  NGVD 29 (01/29/03)   77.30   (m)          253.6    (f) RESET       3  
 BY1852
 BY1852.Superseded values are not recommended for survey control.
 BY1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1852.See file dsdata.txt to determine how the superseded data were derived.
 BY1852
 BY1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ204630(NAD 83)
 BY1852_MARKER: DB = BENCH MARK DISK
 BY1852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1852_SP_SET: ABUTMENT
 BY1852_STAMPING: U 403 RESET 1965
 BY1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1852
 BY1852  HISTORY     - Date     Condition        Report By
 BY1852  HISTORY     - 1965     MONUMENTED       CGS
 BY1852
 BY1852                          STATION DESCRIPTION
 BY1852
 BY1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BY1852'2.7 MI E FROM CENTERVILLE.
 BY1852'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY NO. 7 FROM THE COURTHOUSE AT
 BY1852'CENTERVILLE, 17.5 FEET SOUTH OF AND ABOUT 0.1667 FOOT LOWER THAN THE
 BY1852'CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTH END OF EAST CONCRETE
 BY1852'ABUTMENT OF BRIDGE OVER KEECHI CREEK.  A BRONZE BENCH MARK DISK SET IN
 BY1852'A DRILL HOLE IN CONCRETE.  NOTE-- (AT TEXAS HIGHWAY DEPARTMENT BASE
 BY1852'STATION 1613 + 40).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1778 ***********************************************************************
 BY1778  DESIGNATION -  U 405
 BY1778  PID         -  BY1778
 BY1778  STATE/COUNTY-  TX/HOUSTON
 BY1778  USGS QUAD   -  HAYS SPRING (1964)
 BY1778
 BY1778                         *CURRENT SURVEY CONTROL
 BY1778  ___________________________________________________________________
 BY1778* NAD 83(1986)-  31 26 20.     (N)    095 37 06.     (W)     SCALED    
 BY1778* NAVD 88     -       109.96   (+/-2cm)     360.8    (feet)  VERTCON   
 BY1778  ___________________________________________________________________
 BY1778  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1778
 BY1778  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1778
 BY1778.The horizontal coordinates were scaled from a topographic map and have
 BY1778.an estimated accuracy of +/- 6 seconds.
 BY1778
 BY1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1778.The vertical order pertains to the NGVD 29 superseded value.
 BY1778
 BY1778.The geoid height was determined by GEOID03.
 BY1778
 BY1778;                    North         East    Units  Estimated Accuracy
 BY1778;SPC TX C     - 3,205,960.    1,148,050.      MT  (+/- 180 meters Scaled)
 BY1778
 BY1778                          SUPERSEDED SURVEY CONTROL
 BY1778
 BY1778  NGVD 29 (??/??/92)  109.951  (m)          360.73   (f) ADJ UNCH    2 0
 BY1778
 BY1778.Superseded values are not recommended for survey control.
 BY1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1778.See file dsdata.txt to determine how the superseded data were derived.
 BY1778
 BY1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ511812(NAD 83)
 BY1778_MARKER: DB = BENCH MARK DISK
 BY1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1778_STAMPING: U 405 1947
 BY1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1778+STABILITY: SURFACE MOTION
 BY1778
 BY1778  HISTORY     - Date     Condition        Report By
 BY1778  HISTORY     - 1947     MONUMENTED       CGS
 BY1778
 BY1778                          STATION DESCRIPTION
 BY1778
 BY1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1778'10.0 MI SW FROM GRAPELAND.
 BY1778'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1778'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY
 BY1778'10.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT
 BY1778'A ROAD INTERSECTION, 43.5 FEET SOUTH OF THE CENTER LINE OF A ROAD
 BY1778'LEADING WEST, 33.0 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER
 BY1778'LINE OF THE SOUTHWEST-NORTHEAST ROAD, 19.0 FEET NORTHEAST OF A FIFTEEN
 BY1778'INCH OAK TREE AND 1.5 FEET EAST OF A 4 X 4 IN. MARKER POST. A BRONZE
 BY1778'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1778'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2197 ***********************************************************************
 BY2197  DESIGNATION -  U 406
 BY2197  PID         -  BY2197
 BY2197  STATE/COUNTY-  TX/HOUSTON
 BY2197  USGS QUAD   -  ELKHART CREEK (1982)
 BY2197
 BY2197                         *CURRENT SURVEY CONTROL
 BY2197  ___________________________________________________________________
 BY2197* NAD 83(1986)-  31 30 15.     (N)    095 30 33.     (W)     SCALED    
 BY2197* NAVD 88     -       139.460  (meters)     457.55   (feet)  ADJUSTED  
 BY2197  ___________________________________________________________________
 BY2197  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY2197  DYNAMIC HT  -         139.286 (meters)     456.97  (feet)  COMP
 BY2197  MODELED GRAV-     979,392.1   (mgal)                       NAVD 88
 BY2197
 BY2197  VERT ORDER  -  FIRST     CLASS II
 BY2197
 BY2197.The horizontal coordinates were scaled from a topographic map and have
 BY2197.an estimated accuracy of +/- 6 seconds.
 BY2197
 BY2197.The orthometric height was determined by differential leveling
 BY2197.and adjusted by the National Geodetic Survey in June 1991..
 BY2197
 BY2197.The geoid height was determined by GEOID03.
 BY2197
 BY2197.The dynamic height is computed by dividing the NAVD 88
 BY2197.geopotential number by the normal gravity value computed on the
 BY2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2197.degrees latitude (g = 980.6199 gals.).
 BY2197
 BY2197.The modeled gravity was interpolated from observed gravity values.
 BY2197
 BY2197;                    North         East    Units  Estimated Accuracy
 BY2197;SPC TX C     - 3,213,630.    1,158,110.      MT  (+/- 180 meters Scaled)
 BY2197
 BY2197                          SUPERSEDED SURVEY CONTROL
 BY2197
 BY2197  NGVD 29 (??/??/92)  139.464  (m)          457.56   (f) ADJ UNCH    1 2
 BY2197
 BY2197.Superseded values are not recommended for survey control.
 BY2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2197.See file dsdata.txt to determine how the superseded data were derived.
 BY2197
 BY2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ616882(NAD 83)
 BY2197_MARKER: DB = BENCH MARK DISK
 BY2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2197_STAMPING: U 406 1947
 BY2197_PROJECTION: RECESSED 10 CENTIMETERS
 BY2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2197+STABILITY: SURFACE MOTION
 BY2197
 BY2197  HISTORY     - Date     Condition        Report By
 BY2197  HISTORY     - 1947     MONUMENTED       CGS
 BY2197  HISTORY     - 1960     GOOD             NGS
 BY2197  HISTORY     - 1980     GOOD             NGS
 BY2197
 BY2197                          STATION DESCRIPTION
 BY2197
 BY2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2197'2.65 MI NW FROM GRAPELAND.
 BY2197'ABOUT 0.25 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2197'STATION AT GRAPELAND TO A STONE RECREATION HALL, THENCE 0.15 MILE
 BY2197'SOUTHWEST ALONG A PAVED STREET, THENCE 2.25 MILES NORTHWEST ALONG FARM
 BY2197'ROAD 1272, AT THE CREST OF A HILL, 39 FEET SOUTH OF THE CENTER OF THE
 BY2197'FARM ROAD, 1 FOOT NORTH OF A FENCE, 24 FEET EAST OF THE CENTER LINE OF
 BY2197'A DRIVEWAY, 19 FEET EAST OF A FENCE CORNER, 115 FEET EAST OF A POLE
 BY2197'SUPPORTING A TRANSFORMER, 100 FEET SOUTHEAST OF AND ACROSS THE ROAD
 BY2197'FROM A FORKED OAK TREE, 45 FEET NORTHEAST OF A LONE 12-INCH PINE TREE,
 BY2197'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 BY2197'CONCRETE POST PROJECTING 2 INCHES.
 BY2197
 BY2197                          STATION RECOVERY (1980)
 BY2197
 BY2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2197'0.15 KM. (0.1 MI.) WEST ALONG FARM ROAD 227 FROM THE POST OFFICE IN
 BY2197'GRAPELAND, THENCE 3.9 KM. (2.4 MI.) NORTH ALONG FARM ROAD 1272, AT A
 BY2197'PRIVATE ENTRANCE ROAD LEADING SOUTH-SOUTHWEST TO A BRICK HOUSE, AT THE
 BY2197'CREST OF A HILL, 2.0 KM. (1.25 MI.) NORTH OF THE JUNCTION OF FARM ROAD
 BY2197'2968, 11.9 M. (39.0 FT.) SOUTH OF THE CENTERLINE OF THE ROAD, 7.3 M.
 BY2197'(24.0 FT.) EAST OF THE CENTERLINE OF THE DRIVEWAY, 6.1 M. (20.0 FT.)
 BY2197'EAST OF A CORNER FENCE POST, 35.1 M. (115 FT.) EAST OF A POWERLINE
 BY2197'POLE WITH A TRANSFORMER, 13.7 M. (45.0 FT.) NORTHEAST OF A LONE 70-CM.
 BY2197'PINE TREE.
 BY2197'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BY2197'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1811 ***********************************************************************
 BY1811  DESIGNATION -  U 407
 BY1811  PID         -  BY1811
 BY1811  STATE/COUNTY-  TX/HOUSTON
 BY1811  USGS QUAD   -  HAYS SPRING (1964)
 BY1811
 BY1811                         *CURRENT SURVEY CONTROL
 BY1811  ___________________________________________________________________
 BY1811* NAD 83(1986)-  31 23 59.     (N)    095 37 02.     (W)     SCALED    
 BY1811* NAVD 88     -        71.21   (+/-2cm)     233.6    (feet)  VERTCON   
 BY1811  ___________________________________________________________________
 BY1811  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BY1811
 BY1811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1811
 BY1811.The horizontal coordinates were scaled from a topographic map and have
 BY1811.an estimated accuracy of +/- 6 seconds.
 BY1811
 BY1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1811.The vertical order pertains to the NGVD 29 superseded value.
 BY1811
 BY1811.The geoid height was determined by GEOID03.
 BY1811
 BY1811;                    North         East    Units  Estimated Accuracy
 BY1811;SPC TX C     - 3,201,630.    1,148,340.      MT  (+/- 180 meters Scaled)
 BY1811
 BY1811                          SUPERSEDED SURVEY CONTROL
 BY1811
 BY1811  NGVD 29 (??/??/92)   71.200  (m)          233.60   (f) ADJ UNCH    2 0
 BY1811
 BY1811.Superseded values are not recommended for survey control.
 BY1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1811.See file dsdata.txt to determine how the superseded data were derived.
 BY1811
 BY1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ511768(NAD 83)
 BY1811_MARKER: DB = BENCH MARK DISK
 BY1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1811_STAMPING: U 407 1947
 BY1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1811+STABILITY: SURFACE MOTION
 BY1811
 BY1811  HISTORY     - Date     Condition        Report By
 BY1811  HISTORY     - 1947     MONUMENTED       CGS
 BY1811
 BY1811                          STATION DESCRIPTION
 BY1811
 BY1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1811'12.4 MI NW FROM CROCKETT.
 BY1811'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1811'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1811'NORTHWESTERLY 11.7 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1811'BENCH MARK IS ABOUT 0.1 MILE NORTHWEST OF A WOODEN BRIDGE, 41.8 FEET
 BY1811'NORTHEAST OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BY1811'ROAD, 29.2 FEET NORTHWEST OF A LONE EIGHTEEN INCH OAK TREE AND 1.5
 BY1811'FEET SOUTHEAST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET
 BY1811'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BY1811'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0301 ***********************************************************************
 BZ0301  DESIGNATION -  U 408
 BZ0301  PID         -  BZ0301
 BZ0301  STATE/COUNTY-  TX/ANDERSON
 BZ0301  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0301
 BZ0301                         *CURRENT SURVEY CONTROL
 BZ0301  ___________________________________________________________________
 BZ0301* NAD 83(1986)-  31 55 46.     (N)    096 00 43.     (W)     SCALED    
 BZ0301* NAVD 88     -        74.706  (meters)     245.10   (feet)  ADJUSTED  
 BZ0301  ___________________________________________________________________
 BZ0301  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BZ0301  DYNAMIC HT  -          74.618 (meters)     244.81  (feet)  COMP
 BZ0301  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 BZ0301
 BZ0301  VERT ORDER  -  SECOND    CLASS 0
 BZ0301
 BZ0301.The horizontal coordinates were scaled from a topographic map and have
 BZ0301.an estimated accuracy of +/- 6 seconds.
 BZ0301
 BZ0301.The orthometric height was determined by differential leveling
 BZ0301.and adjusted by the National Geodetic Survey in June 1991..
 BZ0301
 BZ0301.The geoid height was determined by GEOID03.
 BZ0301
 BZ0301.The dynamic height is computed by dividing the NAVD 88
 BZ0301.geopotential number by the normal gravity value computed on the
 BZ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0301.degrees latitude (g = 980.6199 gals.).
 BZ0301
 BZ0301.The modeled gravity was interpolated from observed gravity values.
 BZ0301
 BZ0301;                    North         East    Units  Estimated Accuracy
 BZ0301;SPC TX C     - 3,258,790.    1,108,560.      MT  (+/- 180 meters Scaled)
 BZ0301
 BZ0301                          SUPERSEDED SURVEY CONTROL
 BZ0301
 BZ0301  NGVD 29 (??/??/92)   74.704  (m)          245.09   (f) ADJ UNCH    2 0
 BZ0301
 BZ0301.Superseded values are not recommended for survey control.
 BZ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0301.See file dsdata.txt to determine how the superseded data were derived.
 BZ0301
 BZ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA825365(NAD 83)
 BZ0301_MARKER: DB = BENCH MARK DISK
 BZ0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0301_SP_SET: FOUNDATION
 BZ0301_STAMPING: U 408 1947
 BZ0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0301
 BZ0301  HISTORY     - Date     Condition        Report By
 BZ0301  HISTORY     - 1947     MONUMENTED       CGS
 BZ0301
 BZ0301                          STATION DESCRIPTION
 BZ0301
 BZ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0301'4.35 MI SW FROM CAYUGA.
 BZ0301'TO REACH FROM THE POST OFFICE AT CAYUGA, PROCEED 1.7 MILE WEST ALONG
 BZ0301'U.S. HIGHWAY NO. 287, THENCE 1.75 MILE SOUTH AND 0.6 MILE WEST ALONG
 BZ0301'AN OILED ROAD TO THE BANK OF THE TRINITY RIVER, THENCE 0.3 MILE SOUTH
 BZ0301'ALONG A DIRT ROAD WHICH FOLLOWS THE BANK OF THE RIVER TO A STEEL
 BZ0301'SUSPENSION FOOT BRIDGE WHICH LEADS ACROSS THE TRINITY RIVER TO THE
 BZ0301'AMERADA OIL COMPANY AND THE WHEELOCH AND COLLINS OIL COMPANY LEASES IN
 BZ0301'THE RIVER BOTTOM, BENCH MARK IS IN THE CENTER AND TOP OF THE EAST END
 BZ0301'OF THE CENTER ONE OF THREE CONCRETE FOUNDATION BLOCKS FOR THE STEEL
 BZ0301'SUPPORT POSTS FOR THE BRIDGE, 1.7 FOOT EAST OF THE MOST EASTERLY
 BZ0301'SUPPORT POST AND ABOUT 0.4 FOOT BELOW THE SURFACE OF THE GROUND.
 BZ0301'NOTE-- THIS BENCH MARK IS ALSO 8.8 MILES NORTHEAST ALONG A DIRT ROAD
 BZ0301'FROM THE GENERAL STORE AT YOUNG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2318 ***********************************************************************
 BY2318  DESIGNATION -  U 409
 BY2318  PID         -  BY2318
 BY2318  STATE/COUNTY-  TX/FREESTONE
 BY2318  USGS QUAD   -  BUTLER (1964)
 BY2318
 BY2318                         *CURRENT SURVEY CONTROL
 BY2318  ___________________________________________________________________
 BY2318* NAD 83(1986)-  31 44 34.     (N)    095 56 01.     (W)     SCALED    
 BY2318* NAVD 88     -        77.248  (meters)     253.44   (feet)  ADJUSTED  
 BY2318  ___________________________________________________________________
 BY2318  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BY2318  DYNAMIC HT  -          77.155 (meters)     253.13  (feet)  COMP
 BY2318  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 BY2318
 BY2318  VERT ORDER  -  SECOND    CLASS 0
 BY2318
 BY2318.The horizontal coordinates were scaled from a topographic map and have
 BY2318.an estimated accuracy of +/- 6 seconds.
 BY2318
 BY2318.The orthometric height was determined by differential leveling
 BY2318.and adjusted by the National Geodetic Survey in June 1991..
 BY2318
 BY2318.The geoid height was determined by GEOID03.
 BY2318
 BY2318.The dynamic height is computed by dividing the NAVD 88
 BY2318.geopotential number by the normal gravity value computed on the
 BY2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2318.degrees latitude (g = 980.6199 gals.).
 BY2318
 BY2318.The modeled gravity was interpolated from observed gravity values.
 BY2318
 BY2318;                    North         East    Units  Estimated Accuracy
 BY2318;SPC TX C     - 3,238,400.    1,116,780.      MT  (+/- 180 meters Scaled)
 BY2318
 BY2318                          SUPERSEDED SURVEY CONTROL
 BY2318
 BY2318  NGVD 29 (??/??/92)   77.234  (m)          253.39   (f) ADJ UNCH    2 0
 BY2318
 BY2318.Superseded values are not recommended for survey control.
 BY2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2318.See file dsdata.txt to determine how the superseded data were derived.
 BY2318
 BY2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR220156(NAD 83)
 BY2318_MARKER: DB = BENCH MARK DISK
 BY2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2318_STAMPING: U 409 1947
 BY2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2318+STABILITY: SURFACE MOTION
 BY2318
 BY2318  HISTORY     - Date     Condition        Report By
 BY2318  HISTORY     - 1947     MONUMENTED       CGS
 BY2318
 BY2318                          STATION DESCRIPTION
 BY2318
 BY2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2318'12.5 MI N FROM BUTLER.
 BY2318'2.8 MILES EAST ALONG U.S. HIGHWAY 84 FROM JENKINS STORE AND SERVICE
 BY2318'STATION AT BUTLER, THENCE 9.7 MILES NORTHWEST ALONG A DIRT ROAD TO THE
 BY2318'SITE OF THE MARK, 0.5 MILE WEST OF THE JUNCTION WITH A DIRT ROAD
 BY2318'LEADING TO THE TRINITY RIVER, AT THE TOP OF A SMALL KNOLL, 390 FEET
 BY2318'NORTHWEST OF A SHARP TURN IN THE ROAD, 232 FEET SOUTHEAST OF AN 18
 BY2318'INCH OAK TREE WHICH IS BEING USED FOR A GATE POST AND FENCE CORNER
 BY2318'POST, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 BY2318'SOUTHEAST OF A 4X4 MARKER POST, 1 FOOT NORTHEAST OF THE SOUTHWEST
 BY2318'RIGHT OF WAY FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 BY2318'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0323 ***********************************************************************
 BZ0323  DESIGNATION -  U 410
 BZ0323  PID         -  BZ0323
 BZ0323  STATE/COUNTY-  TX/FREESTONE
 BZ0323  USGS QUAD   -  FAIRFIELD (1982)
 BZ0323
 BZ0323                         *CURRENT SURVEY CONTROL
 BZ0323  ___________________________________________________________________
 BZ0323* NAD 83(1986)-  31 44 00.     (N)    096 08 19.     (W)     SCALED    
 BZ0323* NAVD 88     -       146.340  (meters)     480.12   (feet)  ADJUSTED  
 BZ0323  ___________________________________________________________________
 BZ0323  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BZ0323  DYNAMIC HT  -         146.165 (meters)     479.54  (feet)  COMP
 BZ0323  MODELED GRAV-     979,439.5   (mgal)                       NAVD 88
 BZ0323
 BZ0323  VERT ORDER  -  SECOND    CLASS 0
 BZ0323
 BZ0323.The horizontal coordinates were scaled from a topographic map and have
 BZ0323.an estimated accuracy of +/- 6 seconds.
 BZ0323
 BZ0323.The orthometric height was determined by differential leveling
 BZ0323.and adjusted by the National Geodetic Survey in June 1991..
 BZ0323
 BZ0323.The geoid height was determined by GEOID03.
 BZ0323
 BZ0323.The dynamic height is computed by dividing the NAVD 88
 BZ0323.geopotential number by the normal gravity value computed on the
 BZ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0323.degrees latitude (g = 980.6199 gals.).
 BZ0323
 BZ0323.The modeled gravity was interpolated from observed gravity values.
 BZ0323
 BZ0323;                    North         East    Units  Estimated Accuracy
 BZ0323;SPC TX C     - 3,236,600.    1,097,410.      MT  (+/- 180 meters Scaled)
 BZ0323
 BZ0323                          SUPERSEDED SURVEY CONTROL
 BZ0323
 BZ0323  NGVD 29 (??/??/92)  146.331  (m)          480.09   (f) ADJ UNCH    2 0
 BZ0323
 BZ0323.Superseded values are not recommended for survey control.
 BZ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0323.See file dsdata.txt to determine how the superseded data were derived.
 BZ0323
 BZ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA711144(NAD 83)
 BZ0323_MARKER: DB = BENCH MARK DISK
 BZ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0323_STAMPING: U 410 1947
 BZ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0323+STABILITY: SURFACE MOTION
 BZ0323
 BZ0323  HISTORY     - Date     Condition        Report By
 BZ0323  HISTORY     - 1947     MONUMENTED       CGS
 BZ0323  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0323
 BZ0323                          STATION DESCRIPTION
 BZ0323
 BZ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0323'1.35 MI NE FROM FAIRFIELD.
 BZ0323'1.35 MILE NORTHEAST ALONG THE FAIRFIELD-YOUNG ROAD FROM THE COURT
 BZ0323'HOUSE AT FAIRFIELD, 235.0 FEET NORTHEAST OF THE INTERSECTION OF THE
 BZ0323'CENTER LINES OF THE FAIRFIELD-YOUNG ROAD AND A DIRT ROAD LEADING
 BZ0323'NORTH, 55.0 FEET SOUTHEAST OF A BRICK CHIMNEY AT A FRAME FARM HOUSE,
 BZ0323'25.0 FEET NORTHEAST OF A 2-FOOT OAK TREE WHICH IS BEING USED FOR A
 BZ0323'FENCE CORNER POST, 21.0 FEET NORTHWEST OF THE CENTER OF THE ROAD, 2.0
 BZ0323'FEET NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 1
 BZ0323'FOOT ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
 BZ0323
 BZ0323                          STATION RECOVERY (1965)
 BZ0323
 BZ0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0249 ***********************************************************************
 BZ0249  DESIGNATION -  U 411
 BZ0249  PID         -  BZ0249
 BZ0249  STATE/COUNTY-  TX/FREESTONE
 BZ0249  USGS QUAD   -  WINKLER (1982)
 BZ0249
 BZ0249                         *CURRENT SURVEY CONTROL
 BZ0249  ___________________________________________________________________
 BZ0249* NAD 83(1986)-  31 56 17.     (N)    096 10 56.     (W)     SCALED    
 BZ0249* NAVD 88     -       110.134  (meters)     361.33   (feet)  ADJUSTED  
 BZ0249  ___________________________________________________________________
 BZ0249  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0249  DYNAMIC HT  -         110.005 (meters)     360.91  (feet)  COMP
 BZ0249  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 BZ0249
 BZ0249  VERT ORDER  -  SECOND    CLASS 0
 BZ0249
 BZ0249.The horizontal coordinates were scaled from a topographic map and have
 BZ0249.an estimated accuracy of +/- 6 seconds.
 BZ0249
 BZ0249.The orthometric height was determined by differential leveling
 BZ0249.and adjusted by the National Geodetic Survey in June 1991..
 BZ0249
 BZ0249.The geoid height was determined by GEOID03.
 BZ0249
 BZ0249.The dynamic height is computed by dividing the NAVD 88
 BZ0249.geopotential number by the normal gravity value computed on the
 BZ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0249.degrees latitude (g = 980.6199 gals.).
 BZ0249
 BZ0249.The modeled gravity was interpolated from observed gravity values.
 BZ0249
 BZ0249;                    North         East    Units  Estimated Accuracy
 BZ0249;SPC TX C     - 3,259,130.    1,092,430.      MT  (+/- 180 meters Scaled)
 BZ0249
 BZ0249                          SUPERSEDED SURVEY CONTROL
 BZ0249
 BZ0249  NGVD 29 (??/??/92)  110.126  (m)          361.31   (f) ADJ UNCH    2 0
 BZ0249
 BZ0249.Superseded values are not recommended for survey control.
 BZ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0249.See file dsdata.txt to determine how the superseded data were derived.
 BZ0249
 BZ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA663370(NAD 83)
 BZ0249_MARKER: DB = BENCH MARK DISK
 BZ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0249_STAMPING: U-411 1947
 BZ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0249+STABILITY: SURFACE MOTION
 BZ0249
 BZ0249  HISTORY     - Date     Condition        Report By
 BZ0249  HISTORY     - 1947     MONUMENTED       CGS
 BZ0249  HISTORY     - 1953     GOOD             USGS
 BZ0249  HISTORY     - 20020824 POOR             USPSQD
 BZ0249
 BZ0249                          STATION DESCRIPTION
 BZ0249
 BZ0249'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 BZ0249'1.7 MI SE FROM WINKLER.
 BZ0249'WINKLER P.O., 1.5 MILES EAST ALONG FARM ROAD 246 TO Y-JCT AT ST. ELMO
 BZ0249'CEMETERY, THENCE 0.2 MILE SE ALONG GRAVEL ROAD TO JCT. WITH T-RD
 BZ0249'SOUTH.  THE BENCH MARK IS 83 FEET NE OF THE CENTERLINE OF THE ROAD
 BZ0249'LEADING SE, 33 FEET SOUTH OF THE 2-W ROAD, 7 FEET S. OF A 54 IN. OAK
 BZ0249'TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 BZ0249'GROUND AND STAMPED U-411 1947.
 BZ0249
 BZ0249                          STATION RECOVERY (2002)
 BZ0249
 BZ0249'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0249'POST FOUND, MARKER MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1137 ***********************************************************************
 BL1137  DESIGNATION -  U 412
 BL1137  PID         -  BL1137
 BL1137  STATE/COUNTY-  TX/SAN JACINTO
 BL1137  USGS QUAD   -  OAKHURST (1972)
 BL1137
 BL1137                         *CURRENT SURVEY CONTROL
 BL1137  ___________________________________________________________________
 BL1137* NAD 83(1986)-  30 41 21.     (N)    095 18 06.     (W)     SCALED    
 BL1137* NAVD 88     -        90.88   (+/-2cm)     298.2    (feet)  VERTCON   
 BL1137  ___________________________________________________________________
 BL1137  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1137
 BL1137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1137
 BL1137.The horizontal coordinates were scaled from a topographic map and have
 BL1137.an estimated accuracy of +/- 6 seconds.
 BL1137
 BL1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1137.The vertical order pertains to the NGVD 29 superseded value.
 BL1137
 BL1137.The geoid height was determined by GEOID03.
 BL1137
 BL1137;                    North         East    Units  Estimated Accuracy
 BL1137;SPC TX C     - 3,124,250.    1,181,880.      MT  (+/- 180 meters Scaled)
 BL1137
 BL1137                          SUPERSEDED SURVEY CONTROL
 BL1137
 BL1137  NGVD 29 (??/??/92)   90.886  (m)          298.18   (f) ADJ UNCH    2 0
 BL1137
 BL1137.Superseded values are not recommended for survey control.
 BL1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1137.See file dsdata.txt to determine how the superseded data were derived.
 BL1137
 BL1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP795974(NAD 83)
 BL1137_MARKER: DB = BENCH MARK DISK
 BL1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1137_STAMPING: U 412 1947
 BL1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1137+STABILITY: SURFACE MOTION
 BL1137
 BL1137  HISTORY     - Date     Condition        Report By
 BL1137  HISTORY     - 1947     MONUMENTED       CGS
 BL1137
 BL1137                          STATION DESCRIPTION
 BL1137
 BL1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1137'4.9 MI SE FROM OAKHURST.
 BL1137'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL1137'OAKHURST, THENCE 2.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 154
 BL1137'YARDS EAST OF A WOODEN BRIDGE, 57.5 FEET EAST OF A FENCE CORNER, 31.8
 BL1137'FEET EAST OF A 26 INCH OAK TREE, 30.0 FEET SOUTH OF AND LEVEL WITH THE
 BL1137'CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE, 1.5 FEET WEST OF A
 BL1137'4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1137'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0238 ***********************************************************************
 BZ0238  DESIGNATION -  U 413
 BZ0238  PID         -  BZ0238
 BZ0238  STATE/COUNTY-  TX/NAVARRO
 BZ0238  USGS QUAD   -  STREETMAN (1982)
 BZ0238
 BZ0238                         *CURRENT SURVEY CONTROL
 BZ0238  ___________________________________________________________________
 BZ0238* NAD 83(1986)-  31 55 00.     (N)    096 17 29.     (W)     SCALED    
 BZ0238* NAVD 88     -       126.976  (meters)     416.59   (feet)  ADJUSTED  
 BZ0238  ___________________________________________________________________
 BZ0238  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BZ0238  DYNAMIC HT  -         126.827 (meters)     416.10  (feet)  COMP
 BZ0238  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 BZ0238
 BZ0238  VERT ORDER  -  SECOND    CLASS 0
 BZ0238
 BZ0238.The horizontal coordinates were scaled from a topographic map and have
 BZ0238.an estimated accuracy of +/- 6 seconds.
 BZ0238
 BZ0238.The orthometric height was determined by differential leveling
 BZ0238.and adjusted by the National Geodetic Survey in June 1991..
 BZ0238
 BZ0238.The geoid height was determined by GEOID03.
 BZ0238
 BZ0238.The dynamic height is computed by dividing the NAVD 88
 BZ0238.geopotential number by the normal gravity value computed on the
 BZ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0238.degrees latitude (g = 980.6199 gals.).
 BZ0238
 BZ0238.The modeled gravity was interpolated from observed gravity values.
 BZ0238
 BZ0238;                    North         East    Units  Estimated Accuracy
 BZ0238;SPC TXNC     - 2,029,920.      808,890.      MT  (+/- 180 meters Scaled)
 BZ0238
 BZ0238                          SUPERSEDED SURVEY CONTROL
 BZ0238
 BZ0238  NGVD 29 (??/??/92)  126.964  (m)          416.55   (f) ADJ UNCH    2 0
 BZ0238
 BZ0238.Superseded values are not recommended for survey control.
 BZ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0238.See file dsdata.txt to determine how the superseded data were derived.
 BZ0238
 BZ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA561344(NAD 83)
 BZ0238_MARKER: DB = BENCH MARK DISK
 BZ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0238_STAMPING: U 413 1947
 BZ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0238+STABILITY: SURFACE MOTION
 BZ0238
 BZ0238  HISTORY     - Date     Condition        Report By
 BZ0238  HISTORY     - 1947     MONUMENTED       CGS
 BZ0238
 BZ0238                          STATION DESCRIPTION
 BZ0238
 BZ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0238'4.5 MI NE FROM STREETMAN.
 BZ0238'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD OVERPASS OVER U.S.
 BZ0238'HIGHWAY NO.75 AT STREETMAN, PROCEED 0.4 MILE EAST ALONG U.S. HIGHWAY
 BZ0238'NO.75, THENCE 1.3 MILE NORTH, 1.6 MILE NORTHEAST, 0.2 MILE NORTHWEST
 BZ0238'AND 1.0 MILE NORTHEAST ALONG DIRT ROADS.  BENCH MARK IS 0.05 MILE
 BZ0238'NORTHEAST OF A CROSS ROAD AND AT A FARM HOUSE WHICH IS AT THE TOP OF A
 BZ0238'HILL, 41.0 FEET NORTHWEST OF THE CENTER OF THE ROAD, 25.0 FEET EAST OF
 BZ0238'A FENCE CORNER POST, 4.5 FEET WEST OF AN R E A CO-OP POWER LINE
 BZ0238'TRANSFORMER POLE, 2.0 FEET EAST OF A REFERENCE POST, SET IN A CONCRETE
 BZ0238'POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1982 ***********************************************************************
 BY1982  DESIGNATION -  U 414
 BY1982  PID         -  BY1982
 BY1982  STATE/COUNTY-  TX/HOUSTON
 BY1982  USGS QUAD   -  WELDON (1972)
 BY1982
 BY1982                         *CURRENT SURVEY CONTROL
 BY1982  ___________________________________________________________________
 BY1982* NAD 83(1986)-  31 03 26.     (N)    095 33 15.     (W)     SCALED    
 BY1982* NAVD 88     -        86.85   (+/-2cm)     284.9    (feet)  VERTCON   
 BY1982  ___________________________________________________________________
 BY1982  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1982
 BY1982  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1982
 BY1982.The horizontal coordinates were scaled from a topographic map and have
 BY1982.an estimated accuracy of +/- 6 seconds.
 BY1982
 BY1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1982.The vertical order pertains to the NGVD 29 superseded value.
 BY1982
 BY1982.The geoid height was determined by GEOID03.
 BY1982
 BY1982;                    North         East    Units  Estimated Accuracy
 BY1982;SPC TX C     - 3,163,950.    1,155,960.      MT  (+/- 180 meters Scaled)
 BY1982
 BY1982                          SUPERSEDED SURVEY CONTROL
 BY1982
 BY1982  NGVD 29 (??/??/92)   86.857  (m)          284.96   (f) ADJ UNCH    2 0
 BY1982
 BY1982.Superseded values are not recommended for survey control.
 BY1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1982.See file dsdata.txt to determine how the superseded data were derived.
 BY1982
 BY1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ562387(NAD 83)
 BY1982_MARKER: DB = BENCH MARK DISK
 BY1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1982_STAMPING: U 414 1947
 BY1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1982+STABILITY: SURFACE MOTION
 BY1982
 BY1982  HISTORY     - Date     Condition        Report By
 BY1982  HISTORY     - 1947     MONUMENTED       CGS
 BY1982
 BY1982                          STATION DESCRIPTION
 BY1982
 BY1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1982'2.4 MI NE FROM WELDON.
 BY1982'2.4 MILES NORTHEAST ALONG A DIRT ROAD WHICH LEADS TO POST OAK FROM THE
 BY1982'WELDON HIGH SCHOOL AT WELDON, 0.2 MILE SOUTHWEST OF THE JUNCTION OF A
 BY1982'SMALL DIRT ROAD LEADING SOUTHEAST, 40.0 FEET NORTHWEST OF THE CENTER
 BY1982'OF THE ROAD, 17.0 FEET NORTH OF A FENCE CORNER POST, 5.0 FEET
 BY1982'NORTHEAST OF AN R E A CO-OP POWER LINE POLE, 2.0 FEET SOUTHWEST OF A
 BY1982'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 BY1982'ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1679 ***********************************************************************
 BY1679  DESIGNATION -  U 416
 BY1679  PID         -  BY1679
 BY1679  STATE/COUNTY-  TX/LEON
 BY1679  USGS QUAD   -  FLO (1964)
 BY1679
 BY1679                         *CURRENT SURVEY CONTROL
 BY1679  ___________________________________________________________________
 BY1679* NAD 83(1986)-  31 25 31.     (N)    095 55 35.     (W)     SCALED    
 BY1679* NAVD 88     -       112.80   (+/-2cm)     370.1    (feet)  VERTCON   
 BY1679  ___________________________________________________________________
 BY1679  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY1679
 BY1679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1679
 BY1679.The horizontal coordinates were scaled from a topographic map and have
 BY1679.an estimated accuracy of +/- 6 seconds.
 BY1679
 BY1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1679.The vertical order pertains to the NGVD 29 superseded value.
 BY1679
 BY1679.The geoid height was determined by GEOID03.
 BY1679
 BY1679;                    North         East    Units  Estimated Accuracy
 BY1679;SPC TX C     - 3,203,250.    1,118,860.      MT  (+/- 180 meters Scaled)
 BY1679
 BY1679                          SUPERSEDED SURVEY CONTROL
 BY1679
 BY1679  NGVD 29 (??/??/92)  112.763  (m)          369.96   (f) ADJ UNCH    2 0
 BY1679
 BY1679.Superseded values are not recommended for survey control.
 BY1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1679.See file dsdata.txt to determine how the superseded data were derived.
 BY1679
 BY1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ218804(NAD 83)
 BY1679_MARKER: DB = BENCH MARK DISK
 BY1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1679_STAMPING: U 416 1947
 BY1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1679+STABILITY: SURFACE MOTION
 BY1679
 BY1679  HISTORY     - Date     Condition        Report By
 BY1679  HISTORY     - 1947     MONUMENTED       CGS
 BY1679
 BY1679                          STATION DESCRIPTION
 BY1679
 BY1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1679'1.0 MI NW FROM FLO.
 BY1679'ABOUT 1.0 MILE NORTHWEST ALONG A GRADED DIRT ROAD FROM THE UNION
 BY1679'CHURCH AT FLO, 37.0 FEET SOUTHWEST OF AND ABOUT 2.0 FEET HIGHER THAN
 BY1679'THE CENTER LINE OF THE ROAD, 34.5 FEET NORTH OF A TWENTYFOUR INCH OAK
 BY1679'TREE, 14.5 FEET SOUTHWEST OF A TEN INCH PINE TREE AND FENCE CORNER,
 BY1679'1.0 FOOT NORTHWEST OF A FENCE AND 1.0 FOOT NORTHEAST OF A 4 X 4 IN.
 BY1679'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1679'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1758 ***********************************************************************
 BY1758  DESIGNATION -  U 417
 BY1758  PID         -  BY1758
 BY1758  STATE/COUNTY-  TX/LEON
 BY1758  USGS QUAD   -  LAKE LEON (1964)
 BY1758
 BY1758                         *CURRENT SURVEY CONTROL
 BY1758  ___________________________________________________________________
 BY1758* NAD 83(1986)-  31 23 02.     (N)    095 48 22.     (W)     SCALED    
 BY1758* NAVD 88     -        97.38   (+/-2cm)     319.5    (feet)  VERTCON   
 BY1758  ___________________________________________________________________
 BY1758  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY1758
 BY1758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1758
 BY1758.The horizontal coordinates were scaled from a topographic map and have
 BY1758.an estimated accuracy of +/- 6 seconds.
 BY1758
 BY1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1758.The vertical order pertains to the NGVD 29 superseded value.
 BY1758
 BY1758.The geoid height was determined by GEOID03.
 BY1758
 BY1758;                    North         East    Units  Estimated Accuracy
 BY1758;SPC TX C     - 3,199,130.    1,130,470.      MT  (+/- 180 meters Scaled)
 BY1758
 BY1758                          SUPERSEDED SURVEY CONTROL
 BY1758
 BY1758  NGVD 29 (??/??/92)   97.362  (m)          319.43   (f) ADJ UNCH    2 0
 BY1758
 BY1758.Superseded values are not recommended for survey control.
 BY1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1758.See file dsdata.txt to determine how the superseded data were derived.
 BY1758
 BY1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ331755(NAD 83)
 BY1758_MARKER: DB = BENCH MARK DISK
 BY1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1758_STAMPING: U 417 1947
 BY1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1758+STABILITY: SURFACE MOTION
 BY1758
 BY1758  HISTORY     - Date     Condition        Report By
 BY1758  HISTORY     - 1947     MONUMENTED       CGS
 BY1758  HISTORY     - 1952     GOOD             NGS
 BY1758
 BY1758                          STATION DESCRIPTION
 BY1758
 BY1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1758'IN NINEVEH.
 BY1758'AT NINEVEH, AT THE NORTHWEST CORNER OF A ROAD INTERSECTION ABOUT 100
 BY1758'YARDS SOUTH OF THE POST OFFICE, 57.0 FEET NORTHWEST OF AND ABOUT 2.0
 BY1758'FEET HIGHER THAN THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 77.0
 BY1758'FEET NORTHWEST OF A FENCE CORNER, 29.0 FEET WEST OF THE CENTER LINE OF
 BY1758'ROAD LEADING NORTH TO THE POST OFFICE, 57.4 FEET SOUTHWEST OF A
 BY1758'TWENTYFOUR INCH OAK TREE, 3.0 FEET SOUTHEAST OF A FENCE AND 1.5 FEET
 BY1758'NORTHEAST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BY1758'THE TOP OF A CONCRETE WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 BY1758
 BY1758                          STATION RECOVERY (1952)
 BY1758
 BY1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BY1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1695 ***********************************************************************
 BY1695  DESIGNATION -  U 418
 BY1695  PID         -  BY1695
 BY1695  STATE/COUNTY-  TX/LEON
 BY1695  USGS QUAD   -  CENTERVILLE (1964)
 BY1695
 BY1695                         *CURRENT SURVEY CONTROL
 BY1695  ___________________________________________________________________
 BY1695* NAD 83(1986)-  31 19 37.     (N)    095 59 37.     (W)     SCALED    
 BY1695* NAVD 88     -       101.13   (+/-2cm)     331.8    (feet)  VERTCON   
 BY1695  ___________________________________________________________________
 BY1695  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY1695
 BY1695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1695
 BY1695.The horizontal coordinates were scaled from a topographic map and have
 BY1695.an estimated accuracy of +/- 6 seconds.
 BY1695
 BY1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1695.The vertical order pertains to the NGVD 29 superseded value.
 BY1695
 BY1695.The geoid height was determined by GEOID03.
 BY1695
 BY1695;                    North         East    Units  Estimated Accuracy
 BY1695;SPC TX C     - 3,192,110.    1,112,890.      MT  (+/- 180 meters Scaled)
 BY1695
 BY1695                          SUPERSEDED SURVEY CONTROL
 BY1695
 BY1695  NGVD 29 (??/??/92)  101.105  (m)          331.71   (f) ADJ UNCH    2 0
 BY1695
 BY1695.Superseded values are not recommended for survey control.
 BY1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1695.See file dsdata.txt to determine how the superseded data were derived.
 BY1695
 BY1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ151697(NAD 83)
 BY1695_MARKER: DB = BENCH MARK DISK
 BY1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1695_STAMPING: U 418 1947
 BY1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1695+STABILITY: SURFACE MOTION
 BY1695
 BY1695  HISTORY     - Date     Condition        Report By
 BY1695  HISTORY     - 1947     MONUMENTED       CGS
 BY1695
 BY1695                          STATION DESCRIPTION
 BY1695
 BY1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1695'5.1 MI N FROM CENTERVILLE.
 BY1695'ABOUT 5.1 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE
 BY1695'AT CENTERVILLE, 232.0 FEET NORTHWEST OF THE NORTH END OF THE WEST
 BY1695'HEADWALL OF A CONCRETE CULVERT, 53.0 FEET WEST OF AND ABOUT 1.0 FOOT
 BY1695'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 50.0 FEET NORTH OF A
 BY1695'CONCRETE RIGHT OF WAY MARKER POST, 2.0 FEET EAST OF A FENCE AND 1.5
 BY1695'FEET NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET
 BY1695'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 BY1695'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1751 ***********************************************************************
 BY1751  DESIGNATION -  U 419
 BY1751  PID         -  BY1751
 BY1751  STATE/COUNTY-  TX/LEON
 BY1751  USGS QUAD   -  MIDDLETON (1972)
 BY1751
 BY1751                         *CURRENT SURVEY CONTROL
 BY1751  ___________________________________________________________________
 BY1751* NAD 83(1986)-  31 14 32.     (N)    095 48 48.     (W)     SCALED    
 BY1751* NAVD 88     -        76.59   (+/-2cm)     251.3    (feet)  VERTCON   
 BY1751  ___________________________________________________________________
 BY1751  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY1751
 BY1751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1751
 BY1751.The horizontal coordinates were scaled from a topographic map and have
 BY1751.an estimated accuracy of +/- 6 seconds.
 BY1751
 BY1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1751.The vertical order pertains to the NGVD 29 superseded value.
 BY1751
 BY1751.The geoid height was determined by GEOID03.
 BY1751
 BY1751;                    North         East    Units  Estimated Accuracy
 BY1751;SPC TX C     - 3,183,410.    1,130,420.      MT  (+/- 180 meters Scaled)
 BY1751
 BY1751                          SUPERSEDED SURVEY CONTROL
 BY1751
 BY1751  NGVD 29 (??/??/92)   76.578  (m)          251.24   (f) ADJ UNCH    2 0
 BY1751
 BY1751.Superseded values are not recommended for survey control.
 BY1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1751.See file dsdata.txt to determine how the superseded data were derived.
 BY1751
 BY1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ320598(NAD 83)
 BY1751_MARKER: DB = BENCH MARK DISK
 BY1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1751_STAMPING: U 419 1947
 BY1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1751+STABILITY: SURFACE MOTION
 BY1751
 BY1751  HISTORY     - Date     Condition        Report By
 BY1751  HISTORY     - 1947     MONUMENTED       CGS
 BY1751
 BY1751                          STATION DESCRIPTION
 BY1751
 BY1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1751'1.4 MI SW FROM CENTERVIEW.
 BY1751'TO REACH FROM THE CENTERVIEW HIGH SCHOOL AT CENTERVIEW GO SOUTHEAST
 BY1751'0.4 MILE ALONG A GRADED DIRT ROAD, THENCE SOUTHWESTERLY 1.0 MILE ALONG
 BY1751'A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 142.0 FEET SOUTHWEST
 BY1751'OF THE SOUTHWEST END OF A STEEL BRIDGE OVER CLAPPS CREEK, 28.3 FEET
 BY1751'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 12.7
 BY1751'FEET NORTHEAST OF A TEN INCH OAK TREE, 2.0 FEET SOUTHEAST OF A FENCE
 BY1751'AND 1.5 FEET SOUTHWEST OF A 4X4 IN. MARKER POST.  A BRONZE DISK SET IN
 BY1751'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1890 ***********************************************************************
 BY1890  DESIGNATION -  U 420
 BY1890  PID         -  BY1890
 BY1890  STATE/COUNTY-  TX/LEON
 BY1890  USGS QUAD   -  LEONA (1964)
 BY1890
 BY1890                         *CURRENT SURVEY CONTROL
 BY1890  ___________________________________________________________________
 BY1890* NAD 83(1986)-  31 09 10.     (N)    095 57 07.     (W)     SCALED    
 BY1890* NAVD 88     -        83.96   (+/-2cm)     275.5    (feet)  VERTCON   
 BY1890  ___________________________________________________________________
 BY1890  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY1890
 BY1890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1890
 BY1890.The horizontal coordinates were scaled from a topographic map and have
 BY1890.an estimated accuracy of +/- 6 seconds.
 BY1890
 BY1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1890.The vertical order pertains to the NGVD 29 superseded value.
 BY1890
 BY1890.The geoid height was determined by GEOID03.
 BY1890
 BY1890;                    North         East    Units  Estimated Accuracy
 BY1890;SPC TX C     - 3,172,970.    1,117,620.      MT  (+/- 180 meters Scaled)
 BY1890
 BY1890                          SUPERSEDED SURVEY CONTROL
 BY1890
 BY1890  NGVD 29 (??/??/92)   83.940  (m)          275.39   (f) ADJ UNCH    2 0
 BY1890
 BY1890.Superseded values are not recommended for survey control.
 BY1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1890.See file dsdata.txt to determine how the superseded data were derived.
 BY1890
 BY1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ185502(NAD 83)
 BY1890_MARKER: DB = BENCH MARK DISK
 BY1890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1890_SP_SET: ABUTMENT
 BY1890_STAMPING: U 420 1947
 BY1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1890
 BY1890  HISTORY     - Date     Condition        Report By
 BY1890  HISTORY     - 1947     MONUMENTED       CGS
 BY1890  HISTORY     - 1964     GOOD             USGS
 BY1890
 BY1890                          STATION DESCRIPTION
 BY1890
 BY1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1890'1.1 MI E FROM LEONA.
 BY1890'TO REACH FROM THE POST OFFICE AT LEONA GO EAST 1.1 MILES ALONG A
 BY1890'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 9.0 FEET NORTH OF AND
 BY1890'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, ON TOP OF THE NORTH END
 BY1890'OF THE WEST CONCRETE ABUTMENT OF A STEEL BRIDGE OVER MUSTANG CREEK. A
 BY1890'BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 BY1890
 BY1890                          STATION RECOVERY (1964)
 BY1890
 BY1890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0217 ***********************************************************************
 BZ0217  DESIGNATION -  U 421
 BZ0217  PID         -  BZ0217
 BZ0217  STATE/COUNTY-  TX/FREESTONE
 BZ0217  USGS QUAD   -  FAIRFIELD (1982)
 BZ0217
 BZ0217                         *CURRENT SURVEY CONTROL
 BZ0217  ___________________________________________________________________
 BZ0217* NAD 83(1986)-  31 44 05.     (N)    096 10 07.     (W)     SCALED    
 BZ0217* NAVD 88     -       136.719  (meters)     448.55   (feet)  ADJUSTED  
 BZ0217  ___________________________________________________________________
 BZ0217  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0217  DYNAMIC HT  -         136.556 (meters)     448.02  (feet)  COMP
 BZ0217  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 BZ0217
 BZ0217  VERT ORDER  -  SECOND    CLASS 0
 BZ0217
 BZ0217.The horizontal coordinates were scaled from a topographic map and have
 BZ0217.an estimated accuracy of +/- 6 seconds.
 BZ0217
 BZ0217.The orthometric height was determined by differential leveling
 BZ0217.and adjusted by the National Geodetic Survey in June 1991..
 BZ0217
 BZ0217.The geoid height was determined by GEOID03.
 BZ0217
 BZ0217.The dynamic height is computed by dividing the NAVD 88
 BZ0217.geopotential number by the normal gravity value computed on the
 BZ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0217.degrees latitude (g = 980.6199 gals.).
 BZ0217
 BZ0217.The modeled gravity was interpolated from observed gravity values.
 BZ0217
 BZ0217;                    North         East    Units  Estimated Accuracy
 BZ0217;SPC TX C     - 3,236,650.    1,094,560.      MT  (+/- 180 meters Scaled)
 BZ0217
 BZ0217                          SUPERSEDED SURVEY CONTROL
 BZ0217
 BZ0217  NGVD 29 (??/??/92)  136.710  (m)          448.52   (f) ADJ UNCH    2 0
 BZ0217
 BZ0217.Superseded values are not recommended for survey control.
 BZ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0217.See file dsdata.txt to determine how the superseded data were derived.
 BZ0217
 BZ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA682145(NAD 83)
 BZ0217_MARKER: DB = BENCH MARK DISK
 BZ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0217_STAMPING: U 421 1947
 BZ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0217+STABILITY: SURFACE MOTION
 BZ0217
 BZ0217  HISTORY     - Date     Condition        Report By
 BZ0217  HISTORY     - 1947     MONUMENTED       CGS
 BZ0217  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0217
 BZ0217                          STATION DESCRIPTION
 BZ0217
 BZ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0217'1.0 MI N FROM FAIRFIELD.
 BZ0217'0.2 OF A MILE WEST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BZ0217'FAIRFIELD, THENCE 0.8 OF A MILE NORTH ALONG U. S. HIGHWAY 75 TO THE
 BZ0217'SITE OF THE BENCH MARK.  THE MARK IS 46 YARDS NORTHEAST OF A HOUSE AND
 BZ0217'ACROSS THE HIGHWAY FROM IT, 50 FEET NORTHEAST OF AND 2 FEET LOWER THAN
 BZ0217'THE CENTER LINE OF THE HIGHWAY, 5 FEET WEST OF A FENCE CORNER, 2 FEET
 BZ0217'SOUTHWEST OF A FENCE, AND 2 FEET SOUTHEAST OF A 4X4 MARKER POST. A
 BZ0217'BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS 4 INCHES
 BZ0217'ABOVE THE SURFACE OF THE GROUND.
 BZ0217
 BZ0217                          STATION RECOVERY (2002)
 BZ0217
 BZ0217'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0692 ***********************************************************************
 CS0692  DESIGNATION -  U 422
 CS0692  PID         -  CS0692
 CS0692  STATE/COUNTY-  TX/NAVARRO
 CS0692  USGS QUAD   -  GOODLOW PARK (1978)
 CS0692
 CS0692                         *CURRENT SURVEY CONTROL
 CS0692  ___________________________________________________________________
 CS0692* NAD 83(1986)-  32 07 18.     (N)    096 09 36.     (W)     SCALED    
 CS0692* NAVD 88     -       102.639  (meters)     336.74   (feet)  ADJUSTED  
 CS0692  ___________________________________________________________________
 CS0692  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0692  DYNAMIC HT  -         102.520 (meters)     336.35  (feet)  COMP
 CS0692  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 CS0692
 CS0692  VERT ORDER  -  SECOND    CLASS 0
 CS0692
 CS0692.The horizontal coordinates were scaled from a topographic map and have
 CS0692.an estimated accuracy of +/- 6 seconds.
 CS0692
 CS0692.The orthometric height was determined by differential leveling
 CS0692.and adjusted by the National Geodetic Survey in June 1991..
 CS0692
 CS0692.The geoid height was determined by GEOID03.
 CS0692
 CS0692.The dynamic height is computed by dividing the NAVD 88
 CS0692.geopotential number by the normal gravity value computed on the
 CS0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0692.degrees latitude (g = 980.6199 gals.).
 CS0692
 CS0692.The modeled gravity was interpolated from observed gravity values.
 CS0692
 CS0692;                    North         East    Units  Estimated Accuracy
 CS0692;SPC TXNC     - 2,052,920.      820,800.      MT  (+/- 180 meters Scaled)
 CS0692
 CS0692                          SUPERSEDED SURVEY CONTROL
 CS0692
 CS0692  NGVD 29 (??/??/92)  102.643  (m)          336.75   (f) ADJ UNCH    2 0
 CS0692
 CS0692.Superseded values are not recommended for survey control.
 CS0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0692.See file dsdata.txt to determine how the superseded data were derived.
 CS0692
 CS0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA679574(NAD 83)
 CS0692_MARKER: DB = BENCH MARK DISK
 CS0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0692_STAMPING: U 422 1947
 CS0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0692+STABILITY: SURFACE MOTION
 CS0692
 CS0692  HISTORY     - Date     Condition        Report By
 CS0692  HISTORY     - 1947     MONUMENTED       CGS
 CS0692  HISTORY     - 20020824 GOOD             USPSQD
 CS0692
 CS0692                          STATION DESCRIPTION
 CS0692
 CS0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0692'6.6 MI E FROM KERENS.
 CS0692'TO REACH FROM THE RAILWAY STATION AT KERENS, GO ONE BLOCK NORTH TO
 CS0692'TEXAS STATE HIGHWAY 31, THENCE 1.5 MILES NORTHEAST ALONG TEXAS STATE
 CS0692'HIGHWAY 31, THENCE 1.3 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE
 CS0692'0.8 OF A MILE EAST ALONG A GRAVELED ROAD, THENCE 0.9 OF A MILE NORTH
 CS0692'ALONG A GRAVELED ROAD, THENCE 1.1 MILES NORTHEAST ALONG A GRADED DIRT
 CS0692'ROAD, THENCE 0.7 OF A MILE SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 CS0692'0.2 OF A MILE NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.5 OF A MILE
 CS0692'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.6 OF A MILE SOUTHWEST
 CS0692'ALONG A GRADED DIRT ROAD TO THE SITE OF THE BENCH MARK. THE MARK IS
 CS0692'ABOUT 131 YARDS EAST OF GOODNIGHT SCHOOL, 141 FEET SOUTHEAST OF THE
 CS0692'SOUTHEAST CORNER OF THE SAMARIA BAPTIST CHURCH, 48 FEET WEST OF AND
 CS0692'LEVEL WITH THE CENTER LINE OF THE ROAD, 32 FEET NORTHWEST OF A TWO
 CS0692'FOOT OAK TREE, AND 2 FEET EAST OF A 4X4 MARKER POST. A BRONZE DISK SET
 CS0692'IN THE TOP OF A CONCRETE POST AND PROJECTING 1 INCH ABOVE THE SURFACE
 CS0692'OF THE GROUND.
 CS0692
 CS0692                          STATION RECOVERY (2002)
 CS0692
 CS0692'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 CS0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0271 ***********************************************************************
 GL0271  DESIGNATION -  U 423
 GL0271  PID         -  GL0271
 GL0271  STATE/COUNTY-  TX/DALLAM
 GL0271  USGS QUAD   -  CORLENA (1973)
 GL0271
 GL0271                         *CURRENT SURVEY CONTROL
 GL0271  ___________________________________________________________________
 GL0271* NAD 83(1986)-  36 20 33.     (N)    102 58 37.     (W)     SCALED    
 GL0271* NAVD 88     -      1389.730  (meters)    4559.47   (feet)  ADJUSTED  
 GL0271  ___________________________________________________________________
 GL0271  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 GL0271  DYNAMIC HT  -        1388.104 (meters)    4554.14  (feet)  COMP
 GL0271  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 GL0271
 GL0271  VERT ORDER  -  FIRST     CLASS II
 GL0271
 GL0271.The horizontal coordinates were scaled from a topographic map and have
 GL0271.an estimated accuracy of +/- 6 seconds.
 GL0271
 GL0271.The orthometric height was determined by differential leveling
 GL0271.and adjusted by the National Geodetic Survey in June 1991..
 GL0271
 GL0271.The geoid height was determined by GEOID03.
 GL0271
 GL0271.The dynamic height is computed by dividing the NAVD 88
 GL0271.geopotential number by the normal gravity value computed on the
 GL0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0271.degrees latitude (g = 980.6199 gals.).
 GL0271
 GL0271.The modeled gravity was interpolated from observed gravity values.
 GL0271
 GL0271;                    North         East    Units  Estimated Accuracy
 GL0271;SPC TX N     - 1,260,870.       67,410.      MT  (+/- 180 meters Scaled)
 GL0271
 GL0271                          SUPERSEDED SURVEY CONTROL
 GL0271
 GL0271  NGVD 29 (??/??/92) 1389.07   (m)         4557.3    (f) COMPUTED    1 2
 GL0271
 GL0271.Superseded values are not recommended for survey control.
 GL0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0271.See file dsdata.txt to determine how the superseded data were derived.
 GL0271
 GL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA815238(NAD 83)
 GL0271_MARKER: DB = BENCH MARK DISK
 GL0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0271_SP_SET: CULVERT
 GL0271_STAMPING: U 423 1955
 GL0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0271+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL0271
 GL0271  HISTORY     - Date     Condition        Report By
 GL0271  HISTORY     - 1955     MONUMENTED       CGS
 GL0271  HISTORY     - 1956     GOOD             NGS
 GL0271  HISTORY     - 20040805 GOOD             USPSQD
 GL0271
 GL0271                          STATION DESCRIPTION
 GL0271
 GL0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0271'3.7 MI SE FROM TEXLINE.
 GL0271'3.7 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0271'THE STATION AT TEXLINE, 0.3 MILE WEST OF MILEPOST 449, 0.2 MILE EAST
 GL0271'OF A PRIVATE ROAD CROSSING, 129 FEET NORTH OF THE NORTH RAIL, 18 FEET
 GL0271'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 87, SET IN THE TOP OF THE
 GL0271'EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 GL0271'HIGHWAY.
 GL0271
 GL0271                          STATION RECOVERY (1956)
 GL0271
 GL0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GL0271'RECOVERED IN GOOD CONDITION.
 GL0271
 GL0271                          STATION RECOVERY (2004)
 GL0271
 GL0271'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0048 ***********************************************************************
 EN0048  DESIGNATION -  U 425
 EN0048  PID         -  EN0048
 EN0048  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0048  USGS QUAD   -  WELLINGTON (1982)
 EN0048
 EN0048                         *CURRENT SURVEY CONTROL
 EN0048  ___________________________________________________________________
 EN0048* NAD 83(1986)-  34 51 23.     (N)    100 12 16.     (W)     SCALED    
 EN0048* NAVD 88     -       616.604  (meters)    2022.97   (feet)  ADJUSTED  
 EN0048  ___________________________________________________________________
 EN0048  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EN0048  DYNAMIC HT  -         615.915 (meters)    2020.71  (feet)  COMP
 EN0048  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 EN0048
 EN0048  VERT ORDER  -  SECOND    CLASS 0
 EN0048
 EN0048.The horizontal coordinates were scaled from a topographic map and have
 EN0048.an estimated accuracy of +/- 6 seconds.
 EN0048
 EN0048.The orthometric height was determined by differential leveling
 EN0048.and adjusted by the National Geodetic Survey in June 1991..
 EN0048
 EN0048.The geoid height was determined by GEOID03.
 EN0048
 EN0048.The dynamic height is computed by dividing the NAVD 88
 EN0048.geopotential number by the normal gravity value computed on the
 EN0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0048.degrees latitude (g = 980.6199 gals.).
 EN0048
 EN0048.The modeled gravity was interpolated from observed gravity values.
 EN0048
 EN0048;                    North         East    Units  Estimated Accuracy
 EN0048;SPC TX N     - 1,095,780.      318,470.      MT  (+/- 180 meters Scaled)
 EN0048
 EN0048                          SUPERSEDED SURVEY CONTROL
 EN0048
 EN0048  NGVD 29 (??/??/92)  616.296  (m)         2021.96   (f) ADJ UNCH    2 0
 EN0048
 EN0048.Superseded values are not recommended for survey control.
 EN0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0048.See file dsdata.txt to determine how the superseded data were derived.
 EN0048
 EN0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD898577(NAD 83)
 EN0048_MARKER: DB = BENCH MARK DISK
 EN0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0048_SP_SET: CULVERT
 EN0048_STAMPING: U-425 1934
 EN0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0048
 EN0048  HISTORY     - Date     Condition        Report By
 EN0048  HISTORY     - 1934     MONUMENTED       CGS
 EN0048
 EN0048                          STATION DESCRIPTION
 EN0048
 EN0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0048'0.5 MI E FROM WELLINGTON.
 EN0048'0.5 MI. E. OF COURT HOUSE ALONG U.S. NO. 83 AT THE INTERSECTION OF
 EN0048'HWYS. NO. 83 AND NO. 52, IN A CONC. CULVERT, AT THE CENTER LINE OF E.
 EN0048'ABUTMENT.  NOTE-- U.S. HWY 83 IS N-S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0049 ***********************************************************************
 EN0049  DESIGNATION -  U 425 RESET 1951
 EN0049  PID         -  EN0049
 EN0049  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0049  USGS QUAD   -  WELLINGTON (1982)
 EN0049
 EN0049                         *CURRENT SURVEY CONTROL
 EN0049  ___________________________________________________________________
 EN0049* NAD 83(1986)-  34 51 23.     (N)    100 12 16.     (W)     SCALED    
 EN0049* NAVD 88     -       616.56   (meters)    2022.8    (feet)  RESET     
 EN0049  ___________________________________________________________________
 EN0049  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EN0049
 EN0049  VERT ORDER  -  THIRD
 EN0049
 EN0049.The horizontal coordinates were scaled from a topographic map and have
 EN0049.an estimated accuracy of +/- 6 seconds.
 EN0049
 EN0049.The orthometric height was computed from unverified reset data.
 EN0049
 EN0049.The geoid height was determined by GEOID03.
 EN0049
 EN0049;                    North         East    Units  Estimated Accuracy
 EN0049;SPC TX N     - 1,095,780.      318,470.      MT  (+/- 180 meters Scaled)
 EN0049
 EN0049                          SUPERSEDED SURVEY CONTROL
 EN0049
 EN0049.No superseded survey control is available for this station.
 EN0049
 EN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD898577(NAD 83)
 EN0049_MARKER: DB = BENCH MARK DISK
 EN0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0049_SP_SET: ABUTMENT
 EN0049_STAMPING: U 425 1934 RESET 1951
 EN0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0049
 EN0049  HISTORY     - Date     Condition        Report By
 EN0049  HISTORY     - 1951     MONUMENTED       CGS
 EN0049  HISTORY     - 1964     GOOD             USGS
 EN0049
 EN0049                          STATION DESCRIPTION
 EN0049
 EN0049'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EN0049'0.5 MI E FROM WELLINGTON.
 EN0049'0.5 MILES EAST ALONG 8TH STREET FROM THE COUNTY COURTHOUSE AT
 EN0049'WELLINGTON.  27.5 FEET NORTH, 37.5 FEET EAST AND 1.0 FEET HIGHER THAN
 EN0049'THE CENTER LINE ON 8TH STREET AND U.S. HWY 83.  AT A CONCRETE CULVERT
 EN0049'IN THE CENTER OF THE EAST ABUTMENT A STD. DISC STAMPED U 425 1934
 EN0049'RESET 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0011 ***********************************************************************
 EN0011  DESIGNATION -  U 426
 EN0011  PID         -  EN0011
 EN0011  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0011  USGS QUAD   -  WELLINGTON NW (1982)
 EN0011
 EN0011                         *CURRENT SURVEY CONTROL
 EN0011  ___________________________________________________________________
 EN0011* NAD 83(1986)-  34 59 31.     (N)    100 13 14.     (W)     SCALED    
 EN0011* NAVD 88     -       662.870  (meters)    2174.77   (feet)  ADJUSTED  
 EN0011  ___________________________________________________________________
 EN0011  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EN0011  DYNAMIC HT  -         662.155 (meters)    2172.42  (feet)  COMP
 EN0011  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 EN0011
 EN0011  VERT ORDER  -  SECOND    CLASS 0
 EN0011
 EN0011.The horizontal coordinates were scaled from a topographic map and have
 EN0011.an estimated accuracy of +/- 6 seconds.
 EN0011
 EN0011.The orthometric height was determined by differential leveling
 EN0011.and adjusted by the National Geodetic Survey in June 1991..
 EN0011
 EN0011.The geoid height was determined by GEOID03.
 EN0011
 EN0011.The dynamic height is computed by dividing the NAVD 88
 EN0011.geopotential number by the normal gravity value computed on the
 EN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0011.degrees latitude (g = 980.6199 gals.).
 EN0011
 EN0011.The modeled gravity was interpolated from observed gravity values.
 EN0011
 EN0011;                    North         East    Units  Estimated Accuracy
 EN0011;SPC TX N     - 1,110,800.      316,800.      MT  (+/- 180 meters Scaled)
 EN0011
 EN0011                          SUPERSEDED SURVEY CONTROL
 EN0011
 EN0011  NGVD 29 (??/??/92)  662.573  (m)         2173.79   (f) ADJ UNCH    2 0
 EN0011
 EN0011.Superseded values are not recommended for survey control.
 EN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0011.See file dsdata.txt to determine how the superseded data were derived.
 EN0011
 EN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD886728(NAD 83)
 EN0011_MARKER: DB = BENCH MARK DISK
 EN0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0011_STAMPING: U 426 1934
 EN0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0011+STABILITY: SURFACE MOTION
 EN0011
 EN0011  HISTORY     - Date     Condition        Report By
 EN0011  HISTORY     - 1934     MONUMENTED       CGS
 EN0011  HISTORY     - 1951     GOOD             NGS
 EN0011
 EN0011                          STATION DESCRIPTION
 EN0011
 EN0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EN0011'2.2 MI S FROM LUTIE.
 EN0011'THE STATION IS LOCATED ABOUT 2.2 MILES SOUTH OF THE CROSSROADS IN
 EN0011'LUTIE, 50 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 83, AND ON THE
 EN0011'HIGHWAY RIGHT-OF-WAY.  THE MARK IS A BRONZE DISK STAMPED U 426 1934,
 EN0011'AND SET IN A CONCRETE POST THAT PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0891 ***********************************************************************
 FL0891  DESIGNATION -  U 427
 FL0891  PID         -  FL0891
 FL0891  STATE/COUNTY-  TX/ARMSTRONG
 FL0891  USGS QUAD   -  CLAUDE (1983)
 FL0891
 FL0891                         *CURRENT SURVEY CONTROL
 FL0891  ___________________________________________________________________
 FL0891* NAD 83(1986)-  35 07 27.     (N)    101 21 44.     (W)     SCALED    
 FL0891* NAVD 88     -      1038.762  (meters)    3408.01   (feet)  ADJUSTED  
 FL0891  ___________________________________________________________________
 FL0891  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL0891  DYNAMIC HT  -        1037.535 (meters)    3403.98  (feet)  COMP
 FL0891  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 FL0891
 FL0891  VERT ORDER  -  SECOND    CLASS 0
 FL0891
 FL0891.The horizontal coordinates were scaled from a topographic map and have
 FL0891.an estimated accuracy of +/- 6 seconds.
 FL0891
 FL0891.The orthometric height was determined by differential leveling
 FL0891.and adjusted by the National Geodetic Survey in June 1991..
 FL0891
 FL0891.The geoid height was determined by GEOID03.
 FL0891
 FL0891.The dynamic height is computed by dividing the NAVD 88
 FL0891.geopotential number by the normal gravity value computed on the
 FL0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0891.degrees latitude (g = 980.6199 gals.).
 FL0891
 FL0891.The modeled gravity was interpolated from observed gravity values.
 FL0891
 FL0891;                    North         East    Units  Estimated Accuracy
 FL0891;SPC TX N     - 1,124,720.      212,560.      MT  (+/- 180 meters Scaled)
 FL0891
 FL0891                          SUPERSEDED SURVEY CONTROL
 FL0891
 FL0891  NGVD 29 (??/??/92) 1038.271  (m)         3406.39   (f) ADJ UNCH    2 0
 FL0891
 FL0891.Superseded values are not recommended for survey control.
 FL0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0891.See file dsdata.txt to determine how the superseded data were derived.
 FL0891
 FL0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD847893(NAD 83)
 FL0891_MARKER: DB = BENCH MARK DISK
 FL0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0891_STAMPING: U-427 1934
 FL0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0891+STABILITY: SURFACE MOTION
 FL0891
 FL0891  HISTORY     - Date     Condition        Report By
 FL0891  HISTORY     - 1934     MONUMENTED       CGS
 FL0891
 FL0891                          STATION DESCRIPTION
 FL0891
 FL0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0891'1.1 MI N FROM CLAUDE.
 FL0891'1.1 MI. N. OF THE COURT HOUSE ALONG STATE NO. 117.  4 FT.
 FL0891'S. OF POWER POLE NO. 298, 55 FT. M. OF THE CENTER LINE OF HWY., AND 5
 FL0891'FT. E. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0215 ***********************************************************************
 EN0215  DESIGNATION -  U 428
 EN0215  PID         -  EN0215
 EN0215  STATE/COUNTY-  TX/HALL
 EN0215  USGS QUAD   -  BRICE (1985)
 EN0215
 EN0215                         *CURRENT SURVEY CONTROL
 EN0215  ___________________________________________________________________
 EN0215* NAD 83(1986)-  34 44 26.     (N)    100 54 53.     (W)     SCALED    
 EN0215* NAVD 88     -       701.759  (meters)    2302.35   (feet)  ADJUSTED  
 EN0215  ___________________________________________________________________
 EN0215  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EN0215  DYNAMIC HT  -         700.948 (meters)    2299.69  (feet)  COMP
 EN0215  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 EN0215
 EN0215  VERT ORDER  -  SECOND    CLASS 0
 EN0215
 EN0215.The horizontal coordinates were scaled from a topographic map and have
 EN0215.an estimated accuracy of +/- 6 seconds.
 EN0215
 EN0215.The orthometric height was determined by differential leveling
 EN0215.and adjusted by the National Geodetic Survey in June 1991..
 EN0215
 EN0215.The geoid height was determined by GEOID03.
 EN0215
 EN0215.The dynamic height is computed by dividing the NAVD 88
 EN0215.geopotential number by the normal gravity value computed on the
 EN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0215.degrees latitude (g = 980.6199 gals.).
 EN0215
 EN0215.The modeled gravity was interpolated from observed gravity values.
 EN0215
 EN0215;                    North         East    Units  Estimated Accuracy
 EN0215;SPC TX N     - 1,082,320.      253,600.      MT  (+/- 180 meters Scaled)
 EN0215
 EN0215                          SUPERSEDED SURVEY CONTROL
 EN0215
 EN0215  NGVD 29 (??/??/92)  701.383  (m)         2301.12   (f) ADJ UNCH    2 0
 EN0215
 EN0215.Superseded values are not recommended for survey control.
 EN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0215.See file dsdata.txt to determine how the superseded data were derived.
 EN0215
 EN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD247459(NAD 83)
 EN0215_MARKER: DB = BENCH MARK DISK
 EN0215_SETTING: 0 = UNSPECIFIED SETTING
 EN0215_STAMPING: U 428 1934
 EN0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0215
 EN0215  HISTORY     - Date     Condition        Report By
 EN0215  HISTORY     - 1934     MONUMENTED       CGS
 EN0215  HISTORY     - 1960     GOOD             USGS
 EN0215  HISTORY     - 1982     MARK NOT FOUND   USGS
 EN0215
 EN0215                          STATION DESCRIPTION
 EN0215
 EN0215'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 EN0215'3.4 MI NW FROM BRICE.
 EN0215'1.0 MILES WEST AND 2.4 MILES NORTH ALONG DIRT ROADS FROM THE POST
 EN0215'OFFICE AT BRICE, HALL COUNTY, AT A RIGHT ANGLE BEND WHERE THE ROAD
 EN0215'TURNS NORTH.  16 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 EN0215'22 FEET NORTHEAST OF A TELEPHONE POLE ON THE EAST SIDE OF A DITCH AND
 EN0215'ABOUT 8 INCHES BELOW GROUND.
 EN0215
 EN0215                          STATION RECOVERY (1982)
 EN0215
 EN0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EN0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0237 ***********************************************************************
 EO0237  DESIGNATION -  U 429 RESET 1946
 EO0237  PID         -  EO0237
 EO0237  STATE/COUNTY-  TX/PARMER
 EO0237  USGS QUAD   -  HUB (1965)
 EO0237
 EO0237                         *CURRENT SURVEY CONTROL
 EO0237  ___________________________________________________________________
 EO0237* NAD 83(1986)-  34 31 34.     (N)    102 38 25.     (W)     SCALED    
 EO0237* NAVD 88     -      1218.78   (meters)    3998.6    (feet)  RESET     
 EO0237  ___________________________________________________________________
 EO0237  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 EO0237
 EO0237  VERT ORDER  -  THIRD
 EO0237
 EO0237.The horizontal coordinates were scaled from a topographic map and have
 EO0237.an estimated accuracy of +/- 6 seconds.
 EO0237
 EO0237.The orthometric height was computed from unverified reset data.
 EO0237
 EO0237.The geoid height was determined by GEOID03.
 EO0237
 EO0237;                    North         East    Units  Estimated Accuracy
 EO0237;SPC TX N     - 1,058,970.       95,310.      MT  (+/- 180 meters Scaled)
 EO0237
 EO0237                          SUPERSEDED SURVEY CONTROL
 EO0237
 EO0237.No superseded survey control is available for this station.
 EO0237
 EO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU165230(NAD 83)
 EO0237_MARKER: DD = SURVEY DISK
 EO0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0237_SP_SET: CULVERT
 EO0237_STAMPING: U 429 RESET 1946
 EO0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0237
 EO0237  HISTORY     - Date     Condition        Report By
 EO0237  HISTORY     - 1946     MONUMENTED       TXHD
 EO0237
 EO0237                          STATION DESCRIPTION
 EO0237
 EO0237'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1946
 EO0237'14.0 MI E FROM BOVINA.
 EO0237'14.0 MILES EAST ALONG STATE HIGHWAY 86 FROM BOVINA, 70 YARDS SOUTHEAST
 EO0237'OF A LARGE TWO-STORY STUCCO HOUSE, AT A ROAD INTERSECTION, AT A
 EO0237'CONCRETE CULVERT CARRYING THE SOUTH DITCH UNDER THE CROSSROAD, AND IN
 EO0237'THE TOP OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED U 429 RESET
 EO0237'1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0391 ***********************************************************************
 EN0391  DESIGNATION -  U 430
 EN0391  PID         -  EN0391
 EN0391  STATE/COUNTY-  TX/SWISHER
 EN0391  USGS QUAD   -  LAKEVIEW (1965)
 EN0391
 EN0391                         *CURRENT SURVEY CONTROL
 EN0391  ___________________________________________________________________
 EN0391* NAD 83(1986)-  34 31 47.     (N)    101 53 03.     (W)     SCALED    
 EN0391* NAVD 88     -      1076.291  (meters)    3531.13   (feet)  ADJUSTED  
 EN0391  ___________________________________________________________________
 EN0391  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EN0391  DYNAMIC HT  -        1074.939 (meters)    3526.70  (feet)  COMP
 EN0391  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 EN0391
 EN0391  VERT ORDER  -  SECOND    CLASS 0
 EN0391
 EN0391.The horizontal coordinates were scaled from a topographic map and have
 EN0391.an estimated accuracy of +/- 6 seconds.
 EN0391
 EN0391.The orthometric height was determined by differential leveling
 EN0391.and adjusted by the National Geodetic Survey in June 1991..
 EN0391
 EN0391.The geoid height was determined by GEOID03.
 EN0391
 EN0391.The dynamic height is computed by dividing the NAVD 88
 EN0391.geopotential number by the normal gravity value computed on the
 EN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0391.degrees latitude (g = 980.6199 gals.).
 EN0391
 EN0391.The modeled gravity was interpolated from observed gravity values.
 EN0391
 EN0391;                    North         East    Units  Estimated Accuracy
 EN0391;SPC TX N     - 1,058,840.      164,730.      MT  (+/- 180 meters Scaled)
 EN0391
 EN0391                          SUPERSEDED SURVEY CONTROL
 EN0391
 EN0391  NGVD 29 (??/??/92) 1075.853  (m)         3529.69   (f) ADJ UNCH    2 0
 EN0391
 EN0391.Superseded values are not recommended for survey control.
 EN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0391.See file dsdata.txt to determine how the superseded data were derived.
 EN0391
 EN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD352246(NAD 83)
 EN0391_MARKER: DB = BENCH MARK DISK
 EN0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0391_STAMPING: U 430 1934
 EN0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0391+STABILITY: SURFACE MOTION
 EN0391
 EN0391  HISTORY     - Date     Condition        Report By
 EN0391  HISTORY     - 1934     MONUMENTED       CGS
 EN0391  HISTORY     - 1965     GOOD             USGS
 EN0391
 EN0391                          STATION DESCRIPTION
 EN0391
 EN0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0391'6.6 MI W FROM TULIA.
 EN0391'6.6 MILES WEST AONG STATE HIGHWAY 86 FROM THE PANHANDLE AND SANTA FE
 EN0391'RAILWAY STATION AT TULIA, AT A ROAD INTERSECTION, 46 FEET EAST OF THE
 EN0391'CENTERLINE OF THE ROAD, 42 FEET NORTH OF THE CENTERLINE OF THE
 EN0391'HIGHWAY, 17 FEET EAST OF A FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE
 EN0391'LINE.  A STANDARD DISK, STAMPED U 430 1934 AND SET IN THE TOP OF A
 EN0391'CONCRETE POST.  NOTE-- 56 FT. E. OF CENTERLINE OF RD. 66 FT. N OF
 EN0391'CENTERLINE OF HIGHWAY.
 EN0391
 EN0391                          STATION RECOVERY (1965)
 EN0391
 EN0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0320 ***********************************************************************
 EN0320  DESIGNATION -  U 431 RESET 1936
 EN0320  PID         -  EN0320
 EN0320  STATE/COUNTY-  TX/BRISCOE
 EN0320  USGS QUAD   -  HAY LAKE (1967)
 EN0320
 EN0320                         *CURRENT SURVEY CONTROL
 EN0320  ___________________________________________________________________
 EN0320* NAD 83(1986)-  34 26 17.     (N)    101 11 22.     (W)     SCALED    
 EN0320* NAVD 88     -       979.97   (+/-2cm)    3215.1    (feet)  VERTCON   
 EN0320  ___________________________________________________________________
 EN0320  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EN0320
 EN0320  VERT ORDER  -  THIRD (See Below)
 EN0320
 EN0320.The horizontal coordinates were scaled from a topographic map and have
 EN0320.an estimated accuracy of +/- 6 seconds.
 EN0320
 EN0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0320.The vertical order pertains to the NGVD 29 superseded value.
 EN0320
 EN0320.The geoid height was determined by GEOID03.
 EN0320
 EN0320;                    North         East    Units  Estimated Accuracy
 EN0320;SPC TX N     - 1,048,640.      228,540.      MT  (+/- 180 meters Scaled)
 EN0320
 EN0320                          SUPERSEDED SURVEY CONTROL
 EN0320
 EN0320  NGVD 29 (??/??/??)  979.61   (m)         3213.9    (f) RESET       3  
 EN0320
 EN0320.Superseded values are not recommended for survey control.
 EN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0320.See file dsdata.txt to determine how the superseded data were derived.
 EN0320
 EN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD988129(NAD 83)
 EN0320_MARKER: DB = BENCH MARK DISK
 EN0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0320_STAMPING: U 431 RESET 1936
 EN0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0320+STABILITY: SURFACE MOTION
 EN0320
 EN0320  HISTORY     - Date     Condition        Report By
 EN0320  HISTORY     - 1936     MONUMENTED       TXHD
 EN0320  HISTORY     - 1971     GOOD             NGS
 EN0320
 EN0320                          STATION DESCRIPTION
 EN0320
 EN0320'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1936
 EN0320'7.5 MI E FROM SILVERTON.
 EN0320'7.5 MILES EAST ALONG STATE HIGHWAY 86 FROM THE COUNTY COURTHOUSE AT
 EN0320'SILVERTON, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 60 FEET NORTH
 EN0320'OF THE CENTERLINE OF THE HIGHWAY, 45 FEET EAST OF THE CENTERLINE OF
 EN0320'THE DIRT ROAD, AND 30 FEET EAST OF A FENCE CORNER.  A STANDARD DISK,
 EN0320'STAMPED U 431 RESET 1936 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 EN0320'BM IS 75 FEET N OF CENTERLINE OF HIGHWAY AND 1.0 FOOT W OF A METAL
 EN0320'WITNESS POST.
 EN0320
 EN0320                          STATION RECOVERY (1971)
 EN0320
 EN0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EN0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0418 ***********************************************************************
 EN0418  DESIGNATION -  U 432
 EN0418  PID         -  EN0418
 EN0418  STATE/COUNTY-  TX/SWISHER
 EN0418  USGS QUAD   -  HAPPY (1965)
 EN0418
 EN0418                         *CURRENT SURVEY CONTROL
 EN0418  ___________________________________________________________________
 EN0418* NAD 83(1986)-  34 44 33.     (N)    101 51 15.     (W)     SCALED    
 EN0418* NAVD 88     -      1102.554  (meters)    3617.30   (feet)  ADJUSTED  
 EN0418  ___________________________________________________________________
 EN0418  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EN0418  DYNAMIC HT  -        1101.184 (meters)    3612.80  (feet)  COMP
 EN0418  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 EN0418
 EN0418  VERT ORDER  -  SECOND    CLASS 0
 EN0418
 EN0418.The horizontal coordinates were scaled from a topographic map and have
 EN0418.an estimated accuracy of +/- 6 seconds.
 EN0418
 EN0418.The orthometric height was determined by differential leveling
 EN0418.and adjusted by the National Geodetic Survey in June 1991..
 EN0418.WARNING-Repeat measurements at this control monument indicate possible
 EN0418.vertical movement.
 EN0418
 EN0418.The geoid height was determined by GEOID03.
 EN0418
 EN0418.The dynamic height is computed by dividing the NAVD 88
 EN0418.geopotential number by the normal gravity value computed on the
 EN0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0418.degrees latitude (g = 980.6199 gals.).
 EN0418
 EN0418.The modeled gravity was interpolated from observed gravity values.
 EN0418
 EN0418;                    North         East    Units  Estimated Accuracy
 EN0418;SPC TX N     - 1,082,430.      167,570.      MT  (+/- 180 meters Scaled)
 EN0418
 EN0418                          SUPERSEDED SURVEY CONTROL
 EN0418
 EN0418  NGVD 29 (??/??/92) 1102.117  (m)         3615.86   (f) ADJ UNCH    2 0
 EN0418
 EN0418.Superseded values are not recommended for survey control.
 EN0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0418.See file dsdata.txt to determine how the superseded data were derived.
 EN0418
 EN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD387481(NAD 83)
 EN0418_MARKER: DB = BENCH MARK DISK
 EN0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0418_SP_SET: FOUNDATION
 EN0418_STAMPING: U-432 1934
 EN0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0418+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 EN0418
 EN0418  HISTORY     - Date     Condition        Report By
 EN0418  HISTORY     - 1934     MONUMENTED       CGS
 EN0418  HISTORY     - 1966     GOOD             NGS
 EN0418  HISTORY     - 20051211 GOOD             GEOCAC
 EN0418
 EN0418                          STATION DESCRIPTION
 EN0418
 EN0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0418'IN HAPPY.
 EN0418'AT HAPPY ABOUT 60 YDS. S. OF THE STA., 6 FT. W. OF THE CENTER LINE OF
 EN0418'MAIN TRACK, AND SET IN THE S.E. CORNER OF CONC. FOUNDATION OF WATER
 EN0418'CRANE.
 EN0418
 EN0418                          STATION RECOVERY (1966)
 EN0418
 EN0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EN0418'RECOVERED IN GOOD CONDITION.
 EN0418
 EN0418                          STATION RECOVERY (2005)
 EN0418
 EN0418'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 EN0418'RAILWAY STATION AND WATER CRANE ARE GONE, BUT THE CONCRETE FOUNDATION
 EN0418' 
 EN0418'IS STILL AT THE EDGE OF THE TRACK ABOUT 50 METERS SOUTH OF THE CENTER
 EN0418'LINE
 EN0418'OF MAIN STREET. HANDHELD COORDINATES N 34 44 33.8  W101 51 15.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0144 ***********************************************************************
 DP0144  DESIGNATION -  U 433 RESET 1960
 DP0144  PID         -  DP0144
 DP0144  STATE/COUNTY-  TX/DICKENS
 DP0144  USGS QUAD   -  DICKENS SOUTH (1981)
 DP0144
 DP0144                         *CURRENT SURVEY CONTROL
 DP0144  ___________________________________________________________________
 DP0144* NAD 83(1986)-  33 31 08.     (N)    100 51 20.     (W)     SCALED    
 DP0144* NAVD 88     -       704.77   (meters)    2312.2    (feet)  RESET     
 DP0144  ___________________________________________________________________
 DP0144  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DP0144
 DP0144  VERT ORDER  -  THIRD
 DP0144
 DP0144.The horizontal coordinates were scaled from a topographic map and have
 DP0144.an estimated accuracy of +/- 6 seconds.
 DP0144
 DP0144.The orthometric height was computed from unverified reset data.
 DP0144
 DP0144.The geoid height was determined by GEOID03.
 DP0144
 DP0144;                    North         East    Units  Estimated Accuracy
 DP0144;SPC TXNC     - 2,207,850.      381,200.      MT  (+/- 180 meters Scaled)
 DP0144
 DP0144                          SUPERSEDED SURVEY CONTROL
 DP0144
 DP0144.No superseded survey control is available for this station.
 DP0144
 DP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC276103(NAD 83)
 DP0144_MARKER: DB = BENCH MARK DISK
 DP0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0144_SP_SET: BRIDGE
 DP0144_STAMPING: U 433 RESET 1960
 DP0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0144
 DP0144  HISTORY     - Date     Condition        Report By
 DP0144  HISTORY     - 1960     MONUMENTED       CGS
 DP0144  HISTORY     - 1961     GOOD             NGS
 DP0144
 DP0144                          STATION DESCRIPTION
 DP0144
 DP0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DP0144'3.5 MI N FROM SPUR.
 DP0144'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 70, (FORMERLY STATE HIGHWAY
 DP0144'18) FROM THE SECURITY STATE BANK BUILDING AT SPUR, DICKENS COUNTY, AT
 DP0144'THE SOUTHEAST CORNER OF A LONG CONCRETE BRIDGE OVER DUCK CREEK, IN THE
 DP0144'TOP OF THE SOUTH CURB, ABOUT 3 FEET WEST OF THE EAST END OF THE
 DP0144'BRIDGE, AND 23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0154 ***********************************************************************
 EN0154  DESIGNATION -  U 434
 EN0154  PID         -  EN0154
 EN0154  STATE/COUNTY-  TX/MOTLEY
 EN0154  USGS QUAD   -  FLOMOT (1981)
 EN0154
 EN0154                         *CURRENT SURVEY CONTROL
 EN0154  ___________________________________________________________________
 EN0154* NAD 83(1986)-  34 08 25.     (N)    100 53 24.     (W)     SCALED    
 EN0154* NAVD 88     -       733.690  (meters)    2407.11   (feet)  ADJUSTED  
 EN0154  ___________________________________________________________________
 EN0154  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EN0154  DYNAMIC HT  -         732.800 (meters)    2404.19  (feet)  COMP
 EN0154  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 EN0154
 EN0154  VERT ORDER  -  SECOND    CLASS 0
 EN0154
 EN0154.The horizontal coordinates were scaled from a topographic map and have
 EN0154.an estimated accuracy of +/- 6 seconds.
 EN0154
 EN0154.The orthometric height was determined by differential leveling
 EN0154.and adjusted by the National Geodetic Survey in June 1991..
 EN0154
 EN0154.The geoid height was determined by GEOID03.
 EN0154
 EN0154.The dynamic height is computed by dividing the NAVD 88
 EN0154.geopotential number by the normal gravity value computed on the
 EN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0154.degrees latitude (g = 980.6199 gals.).
 EN0154
 EN0154.The modeled gravity was interpolated from observed gravity values.
 EN0154
 EN0154;                    North         East    Units  Estimated Accuracy
 EN0154;SPC TXNC     - 2,276,830.      379,570.      MT  (+/- 180 meters Scaled)
 EN0154
 EN0154                          SUPERSEDED SURVEY CONTROL
 EN0154
 EN0154  NGVD 29 (??/??/92)  733.392  (m)         2406.14   (f) ADJ UNCH    2 0
 EN0154
 EN0154.Superseded values are not recommended for survey control.
 EN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0154.See file dsdata.txt to determine how the superseded data were derived.
 EN0154
 EN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC257793(NAD 83)
 EN0154_MARKER: DB = BENCH MARK DISK
 EN0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0154_STAMPING: U-434 1934
 EN0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0154+STABILITY: SURFACE MOTION
 EN0154
 EN0154  HISTORY     - Date     Condition        Report By
 EN0154  HISTORY     - 1934     MONUMENTED       CGS
 EN0154  HISTORY     - 1935     GOOD             NGS
 EN0154  HISTORY     - 1967     MARK NOT FOUND   USGS
 EN0154
 EN0154                          STATION DESCRIPTION
 EN0154
 EN0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0154'10.3 MI N FROM MATADOR.
 EN0154'10.3 MI. N. ALONG STATE NO. 18 FROM CITY HALL ABOUT 90 YDS. S. OF A
 EN0154'STATE HWY. SIGN, 50 FT. E. OF THE CENTER LINE OF HWY., 2 FT. W. OF
 EN0154'R.O.W. POST, AND 1 FT. W. OF THE FENCE LINE.
 EN0154
 EN0154                          STATION RECOVERY (1967)
 EN0154
 EN0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0442 ***********************************************************************
 EM0442  DESIGNATION -  U 436
 EM0442  PID         -  EM0442
 EM0442  STATE/COUNTY-  TX/HARDEMAN
 EM0442  USGS QUAD   -  QUANAH WEST (1990)
 EM0442
 EM0442                         *CURRENT SURVEY CONTROL
 EM0442  ___________________________________________________________________
 EM0442* NAD 83(1986)-  34 18 57.     (N)    099 51 41.     (W)     SCALED    
 EM0442* NAVD 88     -       471.541  (meters)    1547.05   (feet)  ADJUSTED  
 EM0442  ___________________________________________________________________
 EM0442  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EM0442  DYNAMIC HT  -         471.007 (meters)    1545.30  (feet)  COMP
 EM0442  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 EM0442
 EM0442  VERT ORDER  -  SECOND    CLASS 0
 EM0442
 EM0442.The horizontal coordinates were scaled from a topographic map and have
 EM0442.an estimated accuracy of +/- 6 seconds.
 EM0442
 EM0442.The orthometric height was determined by differential leveling
 EM0442.and adjusted by the National Geodetic Survey in June 1991..
 EM0442
 EM0442.The geoid height was determined by GEOID03.
 EM0442
 EM0442.The dynamic height is computed by dividing the NAVD 88
 EM0442.geopotential number by the normal gravity value computed on the
 EM0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0442.degrees latitude (g = 980.6199 gals.).
 EM0442
 EM0442.The modeled gravity was interpolated from observed gravity values.
 EM0442
 EM0442;                    North         East    Units  Estimated Accuracy
 EM0442;SPC TXNC     - 2,294,610.      474,690.      MT  (+/- 180 meters Scaled)
 EM0442
 EM0442                          SUPERSEDED SURVEY CONTROL
 EM0442
 EM0442  NGVD 29 (??/??/92)  471.346  (m)         1546.41   (f) ADJ UNCH    2 0
 EM0442
 EM0442.Superseded values are not recommended for survey control.
 EM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0442.See file dsdata.txt to determine how the superseded data were derived.
 EM0442
 EM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC207975(NAD 83)
 EM0442_MARKER: DB = BENCH MARK DISK
 EM0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0442_STAMPING: U-436 1934
 EM0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0442+STABILITY: SURFACE MOTION
 EM0442
 EM0442  HISTORY     - Date     Condition        Report By
 EM0442  HISTORY     - 1934     MONUMENTED       CGS
 EM0442  HISTORY     - 1984     GOOD             NGS
 EM0442
 EM0442                          STATION DESCRIPTION
 EM0442
 EM0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0442'2.0 MI W FROM ACME.
 EM0442'2.0 MI. W. ALONG Q.A. AND P. RY. 1 1/2 POLES E. OF MI. POST 7-25, 48
 EM0442'FT. N. OF THE CENTER LINE OF THE TRACK, 15 FT. W. OF THE CENTER LINE
 EM0442'OF A SECONDARY ROAD CROSSING THE TRACK, 2 FT. S.W. OF A FENCE CORNER,
 EM0442'AND SET IN THE N.W. CORNER OF A GRADE CROSSING.
 EM0442
 EM0442                          STATION RECOVERY (1984)
 EM0442
 EM0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0039 ***********************************************************************
 DP0039  DESIGNATION -  U 437
 DP0039  PID         -  DP0039
 DP0039  STATE/COUNTY-  TX/COTTLE
 DP0039  USGS QUAD   -  GROW NW (1981)
 DP0039
 DP0039                         *CURRENT SURVEY CONTROL
 DP0039  ___________________________________________________________________
 DP0039* NAD 83(1986)-  33 59 45.     (N)    100 27 12.     (W)     SCALED    
 DP0039* NAVD 88     -       604.015  (meters)    1981.67   (feet)  ADJUSTED  
 DP0039  ___________________________________________________________________
 DP0039  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DP0039  DYNAMIC HT  -         603.307 (meters)    1979.35  (feet)  COMP
 DP0039  MODELED GRAV-     979,445.2   (mgal)                       NAVD 88
 DP0039
 DP0039  VERT ORDER  -  SECOND    CLASS 0
 DP0039
 DP0039.The horizontal coordinates were scaled from a topographic map and have
 DP0039.an estimated accuracy of +/- 6 seconds.
 DP0039
 DP0039.The orthometric height was determined by differential leveling
 DP0039.and adjusted by the National Geodetic Survey in June 1991..
 DP0039
 DP0039.The geoid height was determined by GEOID03.
 DP0039
 DP0039.The dynamic height is computed by dividing the NAVD 88
 DP0039.geopotential number by the normal gravity value computed on the
 DP0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0039.degrees latitude (g = 980.6199 gals.).
 DP0039
 DP0039.The modeled gravity was interpolated from observed gravity values.
 DP0039
 DP0039;                    North         East    Units  Estimated Accuracy
 DP0039;SPC TXNC     - 2,259,970.      419,540.      MT  (+/- 180 meters Scaled)
 DP0039
 DP0039                          SUPERSEDED SURVEY CONTROL
 DP0039
 DP0039  NGVD 29 (??/??/92)  603.80   (m)         1981.0    (f) COMPUTED    2 0
 DP0039
 DP0039.Superseded values are not recommended for survey control.
 DP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0039.See file dsdata.txt to determine how the superseded data were derived.
 DP0039
 DP0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC657626(NAD 83)
 DP0039_MARKER: DB = BENCH MARK DISK
 DP0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0039_STAMPING: U 437 1934
 DP0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0039+STABILITY: SURFACE MOTION
 DP0039
 DP0039  HISTORY     - Date     Condition        Report By
 DP0039  HISTORY     - 1934     MONUMENTED       CGS
 DP0039  HISTORY     - 1958     GOOD             NGS
 DP0039
 DP0039                          STATION DESCRIPTION
 DP0039
 DP0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0039'1.1 MI E FROM NARCISSO.
 DP0039'1.1 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0039'NARCISSO, COTTLE COUNTY, 1 1/2 POLES EAST OF MILEPOST 52+10, AT A
 DP0039'CURVE, AT THE EAST END OF A CUT, AT THE WEST END OF A FILL, ABOUT 100
 DP0039'FEET SOUTH OF THE CENTER LINE OF THE TRACK, 12 FEET EAST OF A
 DP0039'RIGHT-OF-WAY FENCE GATE, AND 2 FEET EAST OF THE FENCE CORNER.  A
 DP0039'STANDARD DISK, STAMPED U 437 1934 AND SET IN THE TOP OF A CONCRETE
 DP0039'POST.  NOTE-- IT IS 9 FEET EAST OF THE EAST END OF A STEEL GATE AND 1
 DP0039'FOOT NORTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0233 ***********************************************************************
 DP0233  DESIGNATION -  U 438
 DP0233  PID         -  DP0233
 DP0233  STATE/COUNTY-  TX/FLOYD
 DP0233  USGS QUAD   -  BOOTHE (1965)
 DP0233
 DP0233                         *CURRENT SURVEY CONTROL
 DP0233  ___________________________________________________________________
 DP0233* NAD 83(1986)-  33 57 29.     (N)    101 07 57.     (W)     SCALED    
 DP0233* NAVD 88     -       939.678  (meters)    3082.93   (feet)  ADJUSTED  
 DP0233  ___________________________________________________________________
 DP0233  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DP0233  DYNAMIC HT  -         938.482 (meters)    3079.00  (feet)  COMP
 DP0233  MODELED GRAV-     979,331.8   (mgal)                       NAVD 88
 DP0233
 DP0233  VERT ORDER  -  SECOND    CLASS 0
 DP0233
 DP0233.The horizontal coordinates were scaled from a topographic map and have
 DP0233.an estimated accuracy of +/- 6 seconds.
 DP0233
 DP0233.The orthometric height was determined by differential leveling
 DP0233.and adjusted by the National Geodetic Survey in June 1991..
 DP0233
 DP0233.The geoid height was determined by GEOID03.
 DP0233
 DP0233.The dynamic height is computed by dividing the NAVD 88
 DP0233.geopotential number by the normal gravity value computed on the
 DP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0233.degrees latitude (g = 980.6199 gals.).
 DP0233
 DP0233.The modeled gravity was interpolated from observed gravity values.
 DP0233
 DP0233;                    North         East    Units  Estimated Accuracy
 DP0233;SPC TXNC     - 2,257,150.      356,700.      MT  (+/- 180 meters Scaled)
 DP0233
 DP0233                          SUPERSEDED SURVEY CONTROL
 DP0233
 DP0233  NGVD 29 (??/??/92)  939.324  (m)         3081.77   (f) ADJ UNCH    2 0
 DP0233
 DP0233.Superseded values are not recommended for survey control.
 DP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0233.See file dsdata.txt to determine how the superseded data were derived.
 DP0233
 DP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC029595(NAD 83)
 DP0233_MARKER: DB = BENCH MARK DISK
 DP0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0233_STAMPING: U 438 1934
 DP0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0233+STABILITY: SURFACE MOTION
 DP0233
 DP0233  HISTORY     - Date     Condition        Report By
 DP0233  HISTORY     - 1934     MONUMENTED       CGS
 DP0233  HISTORY     - 1958     GOOD             NGS
 DP0233
 DP0233                          STATION DESCRIPTION
 DP0233
 DP0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0233'2.2 MI W FROM DOUGHERTY.
 DP0233'ABOUT 2.2 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0233'THE STATION AT DOUGHERTY, FLOYD COUNTY, AT A ROAD CROSSING, ABOUT 52
 DP0233'FEET NORTH OF THE CENTER LINE OF THE TRACK, 21 FEET EAST OF THE CENTER
 DP0233'LINE OF THE ROAD, AND 2 FEET NORTH OF THE FENCE CORNER.  A STANDARD
 DP0233'DISK, STAMPED U 438 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DP0233
 DP0233                          STATION RECOVERY (1958)
 DP0233
 DP0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1583 ***********************************************************************
 AN1583  DESIGNATION -  U 44
 AN1583  PID         -  AN1583
 AN1583  STATE/COUNTY-  TX/KARNES
 AN1583  USGS QUAD   -  KARNES CITY (1987)
 AN1583
 AN1583                         *CURRENT SURVEY CONTROL
 AN1583  ___________________________________________________________________
 AN1583* NAD 83(1986)-  28 53 49.     (N)    097 54 57.     (W)     SCALED    
 AN1583* NAVD 88     -       102.45   (+/-2cm)     336.1    (feet)  VERTCON   
 AN1583  ___________________________________________________________________
 AN1583  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AN1583
 AN1583  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1583
 AN1583.The horizontal coordinates were scaled from a topographic map and have
 AN1583.an estimated accuracy of +/- 6 seconds.
 AN1583
 AN1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1583.The vertical order pertains to the NGVD 29 superseded value.
 AN1583
 AN1583.The geoid height was determined by GEOID03.
 AN1583
 AN1583;                    North         East    Units  Estimated Accuracy
 AN1583;SPC TXSC     - 4,118,370.      705,730.      MT  (+/- 180 meters Scaled)
 AN1583
 AN1583                          SUPERSEDED SURVEY CONTROL
 AN1583
 AN1583  NGVD 29 (??/??/92)  102.41   (m)          336.0    (f) COMPUTED    1 2
 AN1583
 AN1583.Superseded values are not recommended for survey control.
 AN1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1583.See file dsdata.txt to determine how the superseded data were derived.
 AN1583
 AN1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS057970(NAD 83)
 AN1583_MARKER: DB = BENCH MARK DISK
 AN1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1583_STAMPING: 335.724 U 44 1917
 AN1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1583+STABILITY: SURFACE MOTION
 AN1583
 AN1583  HISTORY     - Date     Condition        Report By
 AN1583  HISTORY     - 1917     MONUMENTED       CGS
 AN1583  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN1583
 AN1583                          STATION DESCRIPTION
 AN1583
 AN1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1583'1.5 MI NW FROM KARNES CITY.
 AN1583'1.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AN1583'AT KARNES CITY, 340 FEET NORTHWEST OF THE NORTHWEST END OF TRESTLE
 AN1583'53.46, 46 FEET NORTHWEST OF THE TWELFTH POLE SOUTHEAST OF MILEPOST 53,
 AN1583'45.5 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 18 FEET NORTHWEST
 AN1583'OF A POLE, 5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 3.5 FEET
 AN1583'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND 3 FEET LOWER THAN THE
 AN1583'TRACK.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1583'0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0152 ***********************************************************************
 EO0152  DESIGNATION -  U 440
 EO0152  PID         -  EO0152
 EO0152  STATE/COUNTY-  TX/LAMB
 EO0152  USGS QUAD   -  MULESHOE NE (1980)
 EO0152
 EO0152                         *CURRENT SURVEY CONTROL
 EO0152  ___________________________________________________________________
 EO0152* NAD 83(1986)-  34 14 53.     (N)    102 32 17.     (W)     SCALED    
 EO0152* NAVD 88     -      1135.254  (meters)    3724.58   (feet)  ADJUSTED  
 EO0152  ___________________________________________________________________
 EO0152  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 EO0152  DYNAMIC HT  -        1133.790 (meters)    3719.78  (feet)  COMP
 EO0152  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 EO0152
 EO0152  VERT ORDER  -  SECOND    CLASS 0
 EO0152
 EO0152.The horizontal coordinates were scaled from a topographic map and have
 EO0152.an estimated accuracy of +/- 6 seconds.
 EO0152
 EO0152.The orthometric height was determined by differential leveling
 EO0152.and adjusted by the National Geodetic Survey in June 1991..
 EO0152
 EO0152.The geoid height was determined by GEOID03.
 EO0152
 EO0152.The dynamic height is computed by dividing the NAVD 88
 EO0152.geopotential number by the normal gravity value computed on the
 EO0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0152.degrees latitude (g = 980.6199 gals.).
 EO0152
 EO0152.The modeled gravity was interpolated from observed gravity values.
 EO0152
 EO0152;                    North         East    Units  Estimated Accuracy
 EO0152;SPC TXNC     - 2,293,420.      228,090.      MT  (+/- 180 meters Scaled)
 EO0152
 EO0152                          SUPERSEDED SURVEY CONTROL
 EO0152
 EO0152  NGVD 29 (??/??/92) 1134.721  (m)         3722.83   (f) ADJ UNCH    2 0
 EO0152
 EO0152.Superseded values are not recommended for survey control.
 EO0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0152.See file dsdata.txt to determine how the superseded data were derived.
 EO0152
 EO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT267924(NAD 83)
 EO0152_MARKER: DB = BENCH MARK DISK
 EO0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0152_STAMPING: U-440 1934
 EO0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0152+STABILITY: SURFACE MOTION
 EO0152
 EO0152  HISTORY     - Date     Condition        Report By
 EO0152  HISTORY     - 1934     MONUMENTED       CGS
 EO0152  HISTORY     - 1962     MARK NOT FOUND   USGS
 EO0152
 EO0152                          STATION DESCRIPTION
 EO0152
 EO0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0152'7.6 MI W FROM EARTH.
 EO0152'7.6 MI. W. ALONG U.S. NO. 70 AT THE BASE OF A SLOPE IN THE HWY. TO W.,
 EO0152'AT AN OFFSET IN THE FENCE LINE, 42 FT. N. OF THE CENTER LINE OF HWY.,
 EO0152'AND 3 FT. S. OF THE FENCE LINE.  NOTE-- ON OLD HIGHWAY 70 WHICH RUNS 1
 EO0152'MI N OF PRESENT RD.  FENCE ON N SIDE OF RD. IS REMOVED, FENCE W/OFFSET
 EO0152'IS TO THE S OF RD. OPPOSITE BM.
 EO0152
 EO0152                          STATION RECOVERY (1962)
 EO0152
 EO0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EO0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0225 ***********************************************************************
 DQ0225  DESIGNATION -  U 441
 DQ0225  PID         -  DQ0225
 DQ0225  STATE/COUNTY-  TX/COCHRAN
 DQ0225  USGS QUAD   -  MORTON SW (1970)
 DQ0225
 DQ0225                         *CURRENT SURVEY CONTROL
 DQ0225  ___________________________________________________________________
 DQ0225* NAD 83(1986)-  33 37 21.     (N)    102 52 48.     (W)     SCALED    
 DQ0225* NAVD 88     -      1169.722  (meters)    3837.66   (feet)  ADJUSTED  
 DQ0225  ___________________________________________________________________
 DQ0225  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 DQ0225  DYNAMIC HT  -        1168.175 (meters)    3832.59  (feet)  COMP
 DQ0225  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 DQ0225
 DQ0225  VERT ORDER  -  SECOND    CLASS 0
 DQ0225
 DQ0225.The horizontal coordinates were scaled from a topographic map and have
 DQ0225.an estimated accuracy of +/- 6 seconds.
 DQ0225
 DQ0225.The orthometric height was determined by differential leveling
 DQ0225.and adjusted by the National Geodetic Survey in June 1991..
 DQ0225
 DQ0225.The geoid height was determined by GEOID03.
 DQ0225
 DQ0225.The dynamic height is computed by dividing the NAVD 88
 DQ0225.geopotential number by the normal gravity value computed on the
 DQ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0225.degrees latitude (g = 980.6199 gals.).
 DQ0225
 DQ0225.The modeled gravity was interpolated from observed gravity values.
 DQ0225
 DQ0225;                    North         East    Units  Estimated Accuracy
 DQ0225;SPC TXNC     - 2,225,360.      193,720.      MT  (+/- 180 meters Scaled)
 DQ0225
 DQ0225                          SUPERSEDED SURVEY CONTROL
 DQ0225
 DQ0225  NGVD 29 (??/??/92) 1169.297  (m)         3836.27   (f) ADJ UNCH    2 0
 DQ0225
 DQ0225.Superseded values are not recommended for survey control.
 DQ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0225.See file dsdata.txt to determine how the superseded data were derived.
 DQ0225
 DQ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT966223(NAD 83)
 DQ0225_MARKER: DB = BENCH MARK DISK
 DQ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0225_STAMPING: U 441 1934
 DQ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0225+STABILITY: SURFACE MOTION
 DQ0225
 DQ0225  HISTORY     - Date     Condition        Report By
 DQ0225  HISTORY     - 1934     MONUMENTED       CGS
 DQ0225  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0225
 DQ0225                          STATION DESCRIPTION
 DQ0225
 DQ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0225'4.3 MI W FROM LEHMAN.
 DQ0225'4.3 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0225'STATION AT LEHMAN, COCHRAN COUNTY, 0.2 MILE EAST OF MILEPOST 55, 52
 DQ0225'FEET NORTH OF THE CENTERLINE OF THE TRACK, 45 FEET SOUTH OF THE
 DQ0225'CENTERLINE OF A ROAD, AND 2 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 DQ0225'FENCE.  A STANDARD DISK, STAMPED U 441 1934 AND SET IN THE TOP OF A
 DQ0225'CONCRETE POST.
 DQ0225
 DQ0225                          STATION RECOVERY (1971)
 DQ0225
 DQ0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2522 ***********************************************************************
 AB2522  DESIGNATION -  U 444 RESET
 AB2522  PID         -  AB2522
 AB2522  STATE/COUNTY-  TX/DAWSON
 AB2522  USGS QUAD   -  LAMESA SOUTH (1970)
 AB2522
 AB2522                         *CURRENT SURVEY CONTROL
 AB2522  ___________________________________________________________________
 AB2522* NAD 83(1986)-  32 42 39.     (N)    101 55 57.     (W)     SCALED    
 AB2522* NAVD 88     -       900.87   (meters)    2955.6    (feet)  RESET     
 AB2522  ___________________________________________________________________
 AB2522  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AB2522
 AB2522  VERT ORDER  -  THIRD
 AB2522
 AB2522.The horizontal coordinates were scaled from a topographic map and have
 AB2522.an estimated accuracy of +/- 6 seconds.
 AB2522
 AB2522.The orthometric height was computed from unverified reset data.
 AB2522
 AB2522.The geoid height was determined by GEOID03.
 AB2522
 AB2522;                    North         East    Units  Estimated Accuracy
 AB2522;SPC TXNC     - 2,121,040.      278,270.      MT  (+/- 180 meters Scaled)
 AB2522
 AB2522                          SUPERSEDED SURVEY CONTROL
 AB2522
 AB2522.No superseded survey control is available for this station.
 AB2522
 AB2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB251230(NAD 83)
 AB2522_MARKER: DB = BENCH MARK DISK
 AB2522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2522_SP_SET: CULVERT HEADWALL
 AB2522_STAMPING: U 444 RESET 1951
 AB2522_MARK LOGO: CGS   
 AB2522_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2522+STABILITY: SURFACE MOTION
 AB2522
 AB2522  HISTORY     - Date     Condition        Report By
 AB2522  HISTORY     - 1952     MONUMENTED       TXDOT
 AB2522
 AB2522                          STATION DESCRIPTION
 AB2522
 AB2522'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1952 (AWP)
 AB2522'2.1 MILES (3.4 KM) SOUTHEAST ALONG US HIGHWAY 87 FROM THE COUNTY
 AB2522'COURTHOUSE IN LAMESA, AT A 5 BY 3 CONCRETE BOX CULVERT, IN THE TOP OF
 AB2522'THE NORTH END OF THE WEST CONCRETE HEADWALL, 28 FEET (8.5 M) WEST OF
 AB2522'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0489 ***********************************************************************
 CU0489  DESIGNATION -  U 446
 CU0489  PID         -  CU0489
 CU0489  STATE/COUNTY-  TX/BORDEN
 CU0489  USGS QUAD   -  GAIL (1969)
 CU0489
 CU0489                         *CURRENT SURVEY CONTROL
 CU0489  ___________________________________________________________________
 CU0489* NAD 83(1986)-  32 46 32.     (N)    101 23 19.     (W)     SCALED    
 CU0489* NAVD 88     -       750.342  (meters)    2461.75   (feet)  ADJUSTED  
 CU0489  ___________________________________________________________________
 CU0489  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CU0489  DYNAMIC HT  -         749.355 (meters)    2458.51  (feet)  COMP
 CU0489  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 CU0489
 CU0489  VERT ORDER  -  SECOND    CLASS 0
 CU0489
 CU0489.The horizontal coordinates were scaled from a topographic map and have
 CU0489.an estimated accuracy of +/- 6 seconds.
 CU0489
 CU0489.The orthometric height was determined by differential leveling
 CU0489.and adjusted by the National Geodetic Survey in June 1991..
 CU0489
 CU0489.The geoid height was determined by GEOID03.
 CU0489
 CU0489.The dynamic height is computed by dividing the NAVD 88
 CU0489.geopotential number by the normal gravity value computed on the
 CU0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0489.degrees latitude (g = 980.6199 gals.).
 CU0489
 CU0489.The modeled gravity was interpolated from observed gravity values.
 CU0489
 CU0489;                    North         East    Units  Estimated Accuracy
 CU0489;SPC TXNC     - 2,126,690.      329,430.      MT  (+/- 180 meters Scaled)
 CU0489
 CU0489                          SUPERSEDED SURVEY CONTROL
 CU0489
 CU0489  NGVD 29 (??/??/92)  750.019  (m)         2460.69   (f) ADJ UNCH    2 0
 CU0489
 CU0489.Superseded values are not recommended for survey control.
 CU0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0489.See file dsdata.txt to determine how the superseded data were derived.
 CU0489
 CU0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB762289(NAD 83)
 CU0489_MARKER: DB = BENCH MARK DISK
 CU0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0489_STAMPING: U 446 1934
 CU0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0489+STABILITY: SURFACE MOTION
 CU0489
 CU0489  HISTORY     - Date     Condition        Report By
 CU0489  HISTORY     - 1934     MONUMENTED       CGS
 CU0489
 CU0489                          STATION DESCRIPTION
 CU0489
 CU0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0489'3.3 MI E FROM GAIL.
 CU0489'3.3 MILES EAST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CU0489'GAIL, BORDEN COUNTY, 0.4 MILE EAST OF A NARROW BRIDGE, 31 FEET EAST OF
 CU0489'THE CENTERLINE OF A GATE IN THE FENCE TO A RANCH ROAD LEADING SOUTH,
 CU0489'46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A
 CU0489'FENCE.  A STANDARD DISK, STAMPED U 446 1934 AND SET IN THE TOP OF A
 CU0489'CONCRETE POST.  NOTE-- THIS MARK IS ON THE OLD HIGHWAY AND NORTH OF
 CU0489'THE PRESENT PAVED HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0402 ***********************************************************************
 BN0402  DESIGNATION -  U 448
 BN0402  PID         -  BN0402
 BN0402  STATE/COUNTY-  TX/KIMBLE
 BN0402  USGS QUAD   -  LONDON (1968)
 BN0402
 BN0402                         *CURRENT SURVEY CONTROL
 BN0402  ___________________________________________________________________
 BN0402* NAD 83(1986)-  30 37 43.     (N)    099 36 10.     (W)     SCALED    
 BN0402* NAVD 88     -       518.520  (meters)    1701.18   (feet)  ADJUSTED  
 BN0402  ___________________________________________________________________
 BN0402  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BN0402  DYNAMIC HT  -         517.787 (meters)    1698.77  (feet)  COMP
 BN0402  MODELED GRAV-     979,210.7   (mgal)                       NAVD 88
 BN0402
 BN0402  VERT ORDER  -  SECOND    CLASS 0
 BN0402
 BN0402.The horizontal coordinates were scaled from a topographic map and have
 BN0402.an estimated accuracy of +/- 6 seconds.
 BN0402
 BN0402.The orthometric height was determined by differential leveling
 BN0402.and adjusted by the National Geodetic Survey in June 1991..
 BN0402
 BN0402.The geoid height was determined by GEOID03.
 BN0402
 BN0402.The dynamic height is computed by dividing the NAVD 88
 BN0402.geopotential number by the normal gravity value computed on the
 BN0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0402.degrees latitude (g = 980.6199 gals.).
 BN0402
 BN0402.The modeled gravity was interpolated from observed gravity values.
 BN0402
 BN0402;                    North         East    Units  Estimated Accuracy
 BN0402;SPC TX C     - 3,106,870.      770,030.      MT  (+/- 180 meters Scaled)
 BN0402
 BN0402                          SUPERSEDED SURVEY CONTROL
 BN0402
 BN0402  NGVD 29 (??/??/92)  518.470  (m)         1701.01   (f) ADJ UNCH    2 0
 BN0402
 BN0402.Superseded values are not recommended for survey control.
 BN0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0402.See file dsdata.txt to determine how the superseded data were derived.
 BN0402
 BN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU422885(NAD 83)
 BN0402_MARKER: DB = BENCH MARK DISK
 BN0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0402_STAMPING: U-448 1935
 BN0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0402+STABILITY: SURFACE MOTION
 BN0402
 BN0402  HISTORY     - Date     Condition        Report By
 BN0402  HISTORY     - 1935     MONUMENTED       CGS
 BN0402  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0402  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BN0402
 BN0402                          STATION DESCRIPTION
 BN0402
 BN0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0402'16.3 MI NE FROM JUNCTION.
 BN0402'16.3 MI. N.E. OF COURTHOUSE ALONG STATE NO. 29 110 FT. S.W. OF THE
 BN0402'CENTER OF A CURVE IN HWY., 105 FT. S. OF A FENCE CORNER AND RANCH ROAD
 BN0402'TO THE W., 62 FT. W. OF THE CENTER LINE OF HWY., AND 1 FT. E. OF
 BN0402'FENCE.
 BN0402
 BN0402                          STATION RECOVERY (1953)
 BN0402
 BN0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BN0402'MARK NOT FOUND.
 BN0402
 BN0402                          STATION RECOVERY (1999)
 BN0402
 BN0402'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0275 ***********************************************************************
 BN0275  DESIGNATION -  U 449
 BN0275  PID         -  BN0275
 BN0275  STATE/COUNTY-  TX/KERR
 BN0275  USGS QUAD   -  MOUNTAIN HOME (1982)
 BN0275
 BN0275                         *CURRENT SURVEY CONTROL
 BN0275  ___________________________________________________________________
 BN0275* NAD 83(1986)-  30 12 05.     (N)    099 22 30.     (W)     SCALED    
 BN0275* NAVD 88     -       617.118  (meters)    2024.66   (feet)  ADJUSTED  
 BN0275  ___________________________________________________________________
 BN0275  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BN0275  DYNAMIC HT  -         616.233 (meters)    2021.76  (feet)  COMP
 BN0275  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 BN0275
 BN0275  VERT ORDER  -  SECOND    CLASS 0
 BN0275
 BN0275.The horizontal coordinates were scaled from a topographic map and have
 BN0275.an estimated accuracy of +/- 6 seconds.
 BN0275
 BN0275.The orthometric height was determined by differential leveling
 BN0275.and adjusted by the National Geodetic Survey in June 1991..
 BN0275
 BN0275.The geoid height was determined by GEOID03.
 BN0275
 BN0275.The dynamic height is computed by dividing the NAVD 88
 BN0275.geopotential number by the normal gravity value computed on the
 BN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0275.degrees latitude (g = 980.6199 gals.).
 BN0275
 BN0275.The modeled gravity was interpolated from observed gravity values.
 BN0275
 BN0275;                    North         East    Units  Estimated Accuracy
 BN0275;SPC TXSC     - 4,262,510.      563,890.      MT  (+/- 180 meters Scaled)
 BN0275
 BN0275                          SUPERSEDED SURVEY CONTROL
 BN0275
 BN0275  NGVD 29 (??/??/92)  617.053  (m)         2024.45   (f) ADJ UNCH    2 0
 BN0275
 BN0275.Superseded values are not recommended for survey control.
 BN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0275.See file dsdata.txt to determine how the superseded data were derived.
 BN0275
 BN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU639411(NAD 83)
 BN0275_MARKER: DB = BENCH MARK DISK
 BN0275_SETTING: 66 = SET IN ROCK OUTCROP
 BN0275_SP_SET: ROCK OUTCROP
 BN0275_STAMPING: U 449 1935
 BN0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0275+STABILITY: POSITION/ELEVATION WELL
 BN0275
 BN0275  HISTORY     - Date     Condition        Report By
 BN0275  HISTORY     - 1935     MONUMENTED       CGS
 BN0275  HISTORY     - 1963     GOOD             USGS
 BN0275
 BN0275                          STATION DESCRIPTION
 BN0275
 BN0275'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BN0275'13.3 MI NW FROM INGRAM.
 BN0275'13.3 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM INGRAM, KERR COUNTY,
 BN0275'805 FEET NORTHWEST OF CONCRETE BRIDGE OF OLD HIGHWAY, 63 FEET
 BN0275'SOUTHWEST OF THE CENTER LINE OF THE OLD ROAD, APPROXIMATELY 2100 FEET
 BN0275'NORTHEAST OF NEW HIGHWAY (STATE HIGHWAY 27) 4 YARDS NORTHEAST FROM THE
 BN0275'BASE OF A 12 INCH LIVE OAK TREE, AND IN THE TOP OF A LIMESTONE
 BN0275'OUTCROP.  A STANDARD DISK, STAMPED U 449 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1482 ***********************************************************************
 AN1482  DESIGNATION -  U 45
 AN1482  PID         -  AN1482
 AN1482  STATE/COUNTY-  TX/BEE
 AN1482  USGS QUAD   -  SKIDMORE (1979)
 AN1482
 AN1482                         *CURRENT SURVEY CONTROL
 AN1482  ___________________________________________________________________
 AN1482* NAD 83(1986)-  28 16 27.     (N)    097 41 10.     (W)     SCALED    
 AN1482* NAVD 88     -        39.618  (meters)     129.98   (feet)  ADJUSTED  
 AN1482  ___________________________________________________________________
 AN1482  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1482  DYNAMIC HT  -          39.558 (meters)     129.78  (feet)  COMP
 AN1482  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 AN1482
 AN1482  VERT ORDER  -  FIRST     CLASS II
 AN1482
 AN1482.The horizontal coordinates were scaled from a topographic map and have
 AN1482.an estimated accuracy of +/- 6 seconds.
 AN1482
 AN1482.The orthometric height was determined by differential leveling
 AN1482.and adjusted by the National Geodetic Survey in June 1991..
 AN1482
 AN1482.The geoid height was determined by GEOID03.
 AN1482
 AN1482.The dynamic height is computed by dividing the NAVD 88
 AN1482.geopotential number by the normal gravity value computed on the
 AN1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1482.degrees latitude (g = 980.6199 gals.).
 AN1482
 AN1482.The modeled gravity was interpolated from observed gravity values.
 AN1482
 AN1482;                    North         East    Units  Estimated Accuracy
 AN1482;SPC TXSC     - 4,049,580.      728,910.      MT  (+/- 180 meters Scaled)
 AN1482
 AN1482                          SUPERSEDED SURVEY CONTROL
 AN1482
 AN1482  NGVD 29 (??/??/92)   39.618  (m)          129.98   (f) ADJ UNCH    1 2
 AN1482
 AN1482.Superseded values are not recommended for survey control.
 AN1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1482.See file dsdata.txt to determine how the superseded data were derived.
 AN1482
 AN1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS288282(NAD 83)
 AN1482_MARKER: DB = BENCH MARK DISK
 AN1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1482_STAMPING: U-45 1917 ELEV. 129.918 FT.
 AN1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1482+STABILITY: SURFACE MOTION
 AN1482
 AN1482  HISTORY     - Date     Condition        Report By
 AN1482  HISTORY     - 1917     MONUMENTED       CGS
 AN1482  HISTORY     - 1943     GOOD             NGS
 AN1482  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1482  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN1482
 AN1482                          STATION DESCRIPTION
 AN1482
 AN1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1482'1.6 MI NW FROM SKIDMORE.
 AN1482'1.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1482'STATION AT SKIDMORE, 54.6 FEET SOUTHEAST OF THE 6TH. POLE NORTHWEST OF
 AN1482'MILEPOST NO. 103, 40.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AN1482'TRACK, 8.6 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 1.5 FEET
 AN1482'SOUTHEAST OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A
 AN1482'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 AN1482
 AN1482                          STATION RECOVERY (1975)
 AN1482
 AN1482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1482'MARK NOT FOUND.
 AN1482
 AN1482                          STATION RECOVERY (1997)
 AN1482
 AN1482'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1136 ***********************************************************************
 AY1136  DESIGNATION -  U 450
 AY1136  PID         -  AY1136
 AY1136  STATE/COUNTY-  TX/BANDERA
 AY1136  USGS QUAD   -  BANDERA (1982)
 AY1136
 AY1136                         *CURRENT SURVEY CONTROL
 AY1136  ___________________________________________________________________
 AY1136* NAD 83(1986)-  29 43 52.     (N)    099 06 22.     (W)     SCALED    
 AY1136* NAVD 88     -       385.514  (meters)    1264.81   (feet)  ADJUSTED  
 AY1136  ___________________________________________________________________
 AY1136  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AY1136  DYNAMIC HT  -         384.958 (meters)    1262.98  (feet)  COMP
 AY1136  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AY1136
 AY1136  VERT ORDER  -  SECOND    CLASS 0
 AY1136
 AY1136.The horizontal coordinates were scaled from a topographic map and have
 AY1136.an estimated accuracy of +/- 6 seconds.
 AY1136
 AY1136.The orthometric height was determined by differential leveling
 AY1136.and adjusted by the National Geodetic Survey in June 1991..
 AY1136.WARNING-Repeat measurements at this control monument indicate possible
 AY1136.vertical movement.
 AY1136
 AY1136.The geoid height was determined by GEOID03.
 AY1136
 AY1136.The dynamic height is computed by dividing the NAVD 88
 AY1136.geopotential number by the normal gravity value computed on the
 AY1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1136.degrees latitude (g = 980.6199 gals.).
 AY1136
 AY1136.The modeled gravity was interpolated from observed gravity values.
 AY1136
 AY1136;                    North         East    Units  Estimated Accuracy
 AY1136;SPC TXSC     - 4,210,330.      589,740.      MT  (+/- 180 meters Scaled)
 AY1136
 AY1136                          SUPERSEDED SURVEY CONTROL
 AY1136
 AY1136  NGVD 29 (??/??/92)  385.403  (m)         1264.44   (f) ADJ UNCH    2 0
 AY1136
 AY1136.Superseded values are not recommended for survey control.
 AY1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1136.See file dsdata.txt to determine how the superseded data were derived.
 AY1136
 AY1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT897889(NAD 83)
 AY1136_MARKER: DB = BENCH MARK DISK
 AY1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1136_STAMPING: U 450 1935
 AY1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1136+STABILITY: SURFACE MOTION
 AY1136
 AY1136  HISTORY     - Date     Condition        Report By
 AY1136  HISTORY     - 1935     MONUMENTED       CGS
 AY1136  HISTORY     - 1964     POOR             USGS
 AY1136  HISTORY     - 19931027 POOR             USPSQD
 AY1136
 AY1136                          STATION DESCRIPTION
 AY1136
 AY1136'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AY1136'2.2 MI W FROM BANDERA.
 AY1136'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1136'BANDERA, GANDERA CO., 0.3 MILE SOUTHEAST OF THE JUNCTION OF FARM ROAD
 AY1136'470 AND ABOUT 0.15 MILES SOUTHEAST OF THE STATE HIGHWAY MAINTENANCE
 AY1136'BUILDINGS 48 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 1.2
 AY1136'FEET SOUTHWEST OF THE ROW FENCE.  A STANDARD DISK SET IN THE TOP OF A
 AY1136'CONCRETE POST PROJECTING ABOUT 0.9 FOOT.  NOTE-- BM STRUCK BY
 AY1136'MAINTENANCE EQUIPMENT AN LEAN ABOUT 20-30 DEG.
 AY1136
 AY1136                          STATION RECOVERY (1993)
 AY1136
 AY1136'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1136'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0010 ***********************************************************************
 BB0010  DESIGNATION -  U 454
 BB0010  PID         -  BB0010
 BB0010  STATE/COUNTY-  TX/PRESIDIO
 BB0010  USGS QUAD   -  SHAFTER (1983)
 BB0010
 BB0010                         *CURRENT SURVEY CONTROL
 BB0010  ___________________________________________________________________
 BB0010* NAD 83(1986)-  29 48 27.     (N)    104 18 28.     (W)     SCALED    
 BB0010* NAVD 88     -      1159.167  (meters)    3803.03   (feet)  ADJUSTED  
 BB0010  ___________________________________________________________________
 BB0010  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 BB0010  DYNAMIC HT  -        1157.260 (meters)    3796.78  (feet)  COMP
 BB0010  MODELED GRAV-     978,957.0   (mgal)                       NAVD 88
 BB0010
 BB0010  VERT ORDER  -  FIRST     CLASS II
 BB0010
 BB0010.The horizontal coordinates were scaled from a topographic map and have
 BB0010.an estimated accuracy of +/- 6 seconds.
 BB0010
 BB0010.The orthometric height was determined by differential leveling
 BB0010.and adjusted by the National Geodetic Survey in June 1991..
 BB0010
 BB0010.The geoid height was determined by GEOID03.
 BB0010
 BB0010.The dynamic height is computed by dividing the NAVD 88
 BB0010.geopotential number by the normal gravity value computed on the
 BB0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0010.degrees latitude (g = 980.6199 gals.).
 BB0010
 BB0010.The modeled gravity was interpolated from observed gravity values.
 BB0010
 BB0010;                    North         East    Units  Estimated Accuracy
 BB0010;SPC TXSC     - 4,230,430.       87,120.      MT  (+/- 180 meters Scaled)
 BB0010
 BB0010                          SUPERSEDED SURVEY CONTROL
 BB0010
 BB0010  NGVD 29 (??/??/92) 1158.739  (m)         3801.63   (f) ADJ UNCH    1 2
 BB0010
 BB0010.Superseded values are not recommended for survey control.
 BB0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0010.See file dsdata.txt to determine how the superseded data were derived.
 BB0010
 BB0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN668976(NAD 83)
 BB0010_MARKER: DB = BENCH MARK DISK
 BB0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0010_STAMPING: U 454 1935
 BB0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0010+STABILITY: SURFACE MOTION
 BB0010
 BB0010  HISTORY     - Date     Condition        Report By
 BB0010  HISTORY     - 1935     MONUMENTED       CGS
 BB0010  HISTORY     - 1958     GOOD             NGS
 BB0010  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0010
 BB0010                          STATION DESCRIPTION
 BB0010
 BB0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0010'1.3 MI SE FROM SHAFTER.
 BB0010'ABOUT 0.8 MILE SOUTH ALONG U. S. HIGHWAY 67 FROM THE BRIDGE OVER
 BB0010'CIBOLO CREEK AT SHAFTER, THENCE 0.5 MILE SOUTHEAST ALONG A WINDING
 BB0010'TRAIL ROAD, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD,
 BB0010'ABOUT 0.1 MILE NORTHWEST OF THE RUINS OF 3 ADOBE HOUSES, 48 FEET EAST
 BB0010'OF THE SOUTHEAST CORNER OF THE RUINS OF AN ADOBE HOUSE, AND ABOUT 0.05
 BB0010'MILE NORTHWEST OF THE CENTER LINE OF CIBOLO CREEK AND ON THE INSIDE OF
 BB0010'A SHARP CURVE IN THE CREEK.
 BB0010
 BB0010                          STATION RECOVERY (1996)
 BB0010
 BB0010'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0180 ***********************************************************************
 AM0180  DESIGNATION -  U 455
 AM0180  PID         -  AM0180
 AM0180  STATE/COUNTY-  TX/MATAGORDA
 AM0180  USGS QUAD   -  BAY CITY (1972)
 AM0180
 AM0180                         *CURRENT SURVEY CONTROL
 AM0180  ___________________________________________________________________
 AM0180* NAD 83(1986)-  28 58 44.     (N)    095 56 45.     (W)     SCALED    
 AM0180* NAVD 88     -        14.30   (+/-2cm)      46.9    (feet)  VERTCON   
 AM0180  ___________________________________________________________________
 AM0180  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AM0180
 AM0180  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0180
 AM0180.The horizontal coordinates were scaled from a topographic map and have
 AM0180.an estimated accuracy of +/- 6 seconds.
 AM0180
 AM0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0180.The vertical order pertains to the NGVD 29 superseded value.
 AM0180
 AM0180.The geoid height was determined by GEOID03.
 AM0180
 AM0180;                    North         East    Units  Estimated Accuracy
 AM0180;SPC TXSC     - 4,130,850.      897,590.      MT  (+/- 180 meters Scaled)
 AM0180
 AM0180                          SUPERSEDED SURVEY CONTROL
 AM0180
 AM0180  NGVD 29 (??/??/92)   14.330  (m)           47.01   (f) ADJ UNCH    1 1
 AM0180
 AM0180.Superseded values are not recommended for survey control.
 AM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0180.See file dsdata.txt to determine how the superseded data were derived.
 AM0180
 AM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN129092(NAD 83)
 AM0180_MARKER: DB = BENCH MARK DISK
 AM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0180_STAMPING: U 455 1951
 AM0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0180+STABILITY: SURFACE MOTION
 AM0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0180+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AM0180
 AM0180  HISTORY     - Date     Condition        Report By
 AM0180  HISTORY     - 1951     MONUMENTED       CGS
 AM0180  HISTORY     - 1972     GOOD             NGS
 AM0180  HISTORY     - 19910630 GOOD             USPSQD
 AM0180  HISTORY     - 19961116 GOOD             USPSQD
 AM0180  HISTORY     - 20060312 GOOD             USPSQD
 AM0180
 AM0180                          STATION DESCRIPTION
 AM0180
 AM0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0180'1.35 MI E FROM BAY CITY.
 AM0180'1.35 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AM0180'AT BAY CITY, AT THE CROSSING OF NORVELL AVENUE, 70 FEET SOUTHWEST OF
 AM0180'THE CENTER OF THE CROSSING, 46.6 FEET SOUTH OF THE SOUTH RAIL, 33 1/2
 AM0180'FEET WEST OF THE CENTER LINE OF THE AVENUE, 11 FEET SOUTHWEST OF A
 AM0180'TELEPHONE POLE WITH A GUY WIRE, 7 1/2 FEET NORTHWEST OF A GUY POLE, 5
 AM0180'FEET WEST OF A FENCE CORNER, 2.0 FEET NORTH OF A FENCE, 1.0 FOOT
 AM0180'NORTHWEST OF A WITNESS POST, ABOUT 5 1/2 FEET LOWER THAN THE TRACK,
 AM0180'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 AM0180'GROUND.
 AM0180
 AM0180                          STATION RECOVERY (1991)
 AM0180
 AM0180'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AM0180'RECOVERED IN GOOD CONDITION.
 AM0180
 AM0180                          STATION RECOVERY (1996)
 AM0180
 AM0180'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0180'RECOVERED IN GOOD CONDITION.
 AM0180
 AM0180                          STATION RECOVERY (2006)
 AM0180
 AM0180'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0180'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0165 ***********************************************************************
 AW0165  DESIGNATION -  U 457
 AW0165  PID         -  AW0165
 AW0165  STATE/COUNTY-  TX/BRAZORIA
 AW0165  USGS QUAD   -  PEARLAND (1995)
 AW0165
 AW0165                         *CURRENT SURVEY CONTROL
 AW0165  ___________________________________________________________________
 AW0165* NAD 83(1986)-  29 33 24.     (N)    095 17 07.     (W)     SCALED    
 AW0165* NAVD 88     -        14.32   (+/-2cm)      47.0    (feet)  VERTCON   
 AW0165  ___________________________________________________________________
 AW0165  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW0165
 AW0165  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0165
 AW0165.The horizontal coordinates were scaled from a topographic map and have
 AW0165.an estimated accuracy of +/- 6 seconds.
 AW0165
 AW0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0165.The vertical order pertains to the NGVD 29 superseded value.
 AW0165
 AW0165.The geoid height was determined by GEOID03.
 AW0165
 AW0165;                    North         East    Units  Estimated Accuracy
 AW0165;SPC TXSC     - 4,196,710.      959,900.      MT  (+/- 180 meters Scaled)
 AW0165
 AW0165                          SUPERSEDED SURVEY CONTROL
 AW0165
 AW0165  NGVD 29 (??/??/92)   14.313  (m)           46.96   (f) ADJ UNCH    1 1
 AW0165
 AW0165.Superseded values are not recommended for survey control.
 AW0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0165.See file dsdata.txt to determine how the superseded data were derived.
 AW0165
 AW0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN785718(NAD 83)
 AW0165_MARKER: DB = BENCH MARK DISK
 AW0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0165_STAMPING: U 457 1951
 AW0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0165+STABILITY: SURFACE MOTION
 AW0165
 AW0165  HISTORY     - Date     Condition        Report By
 AW0165  HISTORY     - 1951     MONUMENTED       CGS
 AW0165  HISTORY     - 1973     GOOD             NGS
 AW0165  HISTORY     - 1978     GOOD             NGS
 AW0165  HISTORY     - 1978     GOOD             NGS
 AW0165  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0165  HISTORY     - 1988     GOOD             USPSQD
 AW0165  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0165  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AW0165
 AW0165                          STATION DESCRIPTION
 AW0165
 AW0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0165'IN PEARLAND.
 AW0165'AT PEARLAND, 0.5 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 AW0165'RAILROAD FROM THE STATION AT PEARLAND, 45.6 FEET EAST OF THE EAST
 AW0165'RAIL, 126.5 FEET SOUTH-SOUTHEAST OF A SEMAPHORE WITH 2 LIGHTS, 110.4
 AW0165'FEET SOUTH OF A FENCE, 38.5 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 AW0165'0.8 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AW0165'PROJECTING 0.7 FOOT ABOVE THE GROUND, AND ABOUT 6 FEET BELOW THE
 AW0165'TRACK.
 AW0165
 AW0165                          STATION RECOVERY (1978)
 AW0165
 AW0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0165'RECOVERED IN GOOD CONDITION.
 AW0165
 AW0165                          STATION RECOVERY (1978)
 AW0165
 AW0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0165'RECOVERED IN GOOD CONDITION.
 AW0165
 AW0165                          STATION RECOVERY (1986)
 AW0165
 AW0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0165'THERE IS A NEW LUMBER YARD AT THIS LOCATION.
 AW0165
 AW0165                          STATION RECOVERY (1988)
 AW0165
 AW0165'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0165'RECOVERED IN GOOD CONDITION.
 AW0165
 AW0165                          STATION RECOVERY (1990)
 AW0165
 AW0165'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0165'MARK NOT FOUND.
 AW0165
 AW0165                          STATION RECOVERY (2001)
 AW0165
 AW0165'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0204 ***********************************************************************
 CE0204  DESIGNATION -  U 460
 CE0204  PID         -  CE0204
 CE0204  STATE/COUNTY-  TX/EL PASO
 CE0204  USGS QUAD   -  CANUTILLO (1995)
 CE0204
 CE0204                         *CURRENT SURVEY CONTROL
 CE0204  ___________________________________________________________________
 CE0204* NAD 83(1986)-  31 57 27.     (N)    106 37 06.     (W)     SCALED    
 CE0204* NAVD 88     -      1151.322  (meters)    3777.30   (feet)  ADJUSTED  
 CE0204  ___________________________________________________________________
 CE0204  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CE0204  DYNAMIC HT  -        1149.610 (meters)    3771.68  (feet)  COMP
 CE0204  MODELED GRAV-     979,112.3   (mgal)                       NAVD 88
 CE0204
 CE0204  VERT ORDER  -  SECOND    CLASS 0
 CE0204
 CE0204.The horizontal coordinates were scaled from a topographic map and have
 CE0204.an estimated accuracy of +/- 6 seconds.
 CE0204
 CE0204.The orthometric height was determined by differential leveling
 CE0204.and adjusted by the National Geodetic Survey in June 1991..
 CE0204
 CE0204.The geoid height was determined by GEOID03.
 CE0204
 CE0204.The dynamic height is computed by dividing the NAVD 88
 CE0204.geopotential number by the normal gravity value computed on the
 CE0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0204.degrees latitude (g = 980.6199 gals.).
 CE0204
 CE0204.The modeled gravity was interpolated from observed gravity values.
 CE0204
 CE0204;                    North         East    Units  Estimated Accuracy
 CE0204;SPC TX C     - 3,270,750.      106,140.      MT  (+/- 180 meters Scaled)
 CE0204
 CE0204                          SUPERSEDED SURVEY CONTROL
 CE0204
 CE0204  NGVD 29 (??/??/92) 1150.812  (m)         3775.62   (f) ADJ UNCH    2 0
 CE0204
 CE0204.Superseded values are not recommended for survey control.
 CE0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0204.See file dsdata.txt to determine how the superseded data were derived.
 CE0204
 CE0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR470368(NAD 83)
 CE0204_MARKER: DB = BENCH MARK DISK
 CE0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0204_STAMPING: U 460 1952
 CE0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0204+STABILITY: SURFACE MOTION
 CE0204
 CE0204  HISTORY     - Date     Condition        Report By
 CE0204  HISTORY     - 1952     MONUMENTED       CGS
 CE0204  HISTORY     - 1967     GOOD             NGS
 CE0204  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0204  HISTORY     - 19920504 MARK NOT FOUND   USGS
 CE0204
 CE0204                          STATION DESCRIPTION
 CE0204
 CE0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CE0204'3.65 MI SE FROM LA TUNA.
 CE0204'2.65 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CE0204'FROM THE STATION AT LA TUNA, THENCE 0.65 MILE WEST ALONG AN OILED
 CE0204'ROAD, THENCE 0.15 MILE SOUTH ALONG AN OILED ROAD, THENCE 0.2 MILE WEST
 CE0204'ALONG AN OILED ROAD, 32 FEET SOUTH OF THE CENTER LINE OF AN OILED
 CE0204'ROAD, 44 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 21
 CE0204'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 12 FEET EAST OF
 CE0204'THE NORTHWEST END OF A STONE WALL, 14 FEET SOUTH OF A LARGE COTTONWOOD
 CE0204'TREE, 15 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CE0204'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CE0204
 CE0204                          STATION RECOVERY (1967)
 CE0204
 CE0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CE0204'RECOVERED IN GOOD CONDITION.
 CE0204
 CE0204                          STATION RECOVERY (1981)
 CE0204
 CE0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0204'MARK NOT FOUND.
 CE0204
 CE0204                          STATION RECOVERY (1992)
 CE0204
 CE0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1391 ***********************************************************************
 AY1391  DESIGNATION -  U 461
 AY1391  PID         -  AY1391
 AY1391  STATE/COUNTY-  TX/REAL
 AY1391  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1391
 AY1391                         *CURRENT SURVEY CONTROL
 AY1391  ___________________________________________________________________
 AY1391* NAD 83(1986)-  29 38 46.     (N)    099 59 29.     (W)     SCALED    
 AY1391* NAVD 88     -       441.579  (meters)    1448.75   (feet)  ADJUSTED  
 AY1391  ___________________________________________________________________
 AY1391  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AY1391  DYNAMIC HT  -         440.924 (meters)    1446.60  (feet)  COMP
 AY1391  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 AY1391
 AY1391  VERT ORDER  -  SECOND    CLASS 0
 AY1391
 AY1391.The horizontal coordinates were scaled from a topographic map and have
 AY1391.an estimated accuracy of +/- 6 seconds.
 AY1391
 AY1391.The orthometric height was determined by differential leveling
 AY1391.and adjusted by the National Geodetic Survey in June 1991..
 AY1391
 AY1391.The geoid height was determined by GEOID03.
 AY1391
 AY1391.The dynamic height is computed by dividing the NAVD 88
 AY1391.geopotential number by the normal gravity value computed on the
 AY1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1391.degrees latitude (g = 980.6199 gals.).
 AY1391
 AY1391.The modeled gravity was interpolated from observed gravity values.
 AY1391
 AY1391;                    North         East    Units  Estimated Accuracy
 AY1391;SPC TXSC     - 4,201,310.      504,020.      MT  (+/- 180 meters Scaled)
 AY1391
 AY1391                          SUPERSEDED SURVEY CONTROL
 AY1391
 AY1391  NGVD 29 (??/??/92)  441.482  (m)         1448.43   (f) ADJ UNCH    2 0
 AY1391
 AY1391.Superseded values are not recommended for survey control.
 AY1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1391.See file dsdata.txt to determine how the superseded data were derived.
 AY1391
 AY1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT040799(NAD 83)
 AY1391_MARKER: DB = BENCH MARK DISK
 AY1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1391_STAMPING: U 461 1953
 AY1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1391+STABILITY: SURFACE MOTION
 AY1391
 AY1391  HISTORY     - Date     Condition        Report By
 AY1391  HISTORY     - 1953     MONUMENTED       CGS
 AY1391  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1391  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1391
 AY1391                          STATION DESCRIPTION
 AY1391
 AY1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1391'2.8 MI SE FROM CAMP WOOD.
 AY1391'1.8 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP
 AY1391'WOOD, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, IN LINE WITH A ROW OF
 AY1391'POWER POLES, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 AY1391'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1391'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1391
 AY1391                          STATION RECOVERY (2001)
 AY1391
 AY1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1391'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1391
 AY1391                          STATION RECOVERY (2001)
 AY1391
 AY1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1391'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1127 ***********************************************************************
 AY1127  DESIGNATION -  U 462
 AY1127  PID         -  AY1127
 AY1127  STATE/COUNTY-  TX/BANDERA
 AY1127  USGS QUAD   -  ROCK CLIFF RESERVOIR (1982)
 AY1127
 AY1127                         *CURRENT SURVEY CONTROL
 AY1127  ___________________________________________________________________
 AY1127* NAD 83(1986)-  29 46 39.     (N)    099 12 16.     (W)     SCALED    
 AY1127* NAVD 88     -       421.425  (meters)    1382.63   (feet)  ADJUSTED  
 AY1127  ___________________________________________________________________
 AY1127  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AY1127  DYNAMIC HT  -         420.816 (meters)    1380.63  (feet)  COMP
 AY1127  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 AY1127
 AY1127  VERT ORDER  -  SECOND    CLASS 0
 AY1127
 AY1127.The horizontal coordinates were scaled from a topographic map and have
 AY1127.an estimated accuracy of +/- 6 seconds.
 AY1127
 AY1127.The orthometric height was determined by differential leveling
 AY1127.and adjusted by the National Geodetic Survey in June 1991..
 AY1127
 AY1127.The geoid height was determined by GEOID03.
 AY1127
 AY1127.The dynamic height is computed by dividing the NAVD 88
 AY1127.geopotential number by the normal gravity value computed on the
 AY1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1127.degrees latitude (g = 980.6199 gals.).
 AY1127
 AY1127.The modeled gravity was interpolated from observed gravity values.
 AY1127
 AY1127;                    North         East    Units  Estimated Accuracy
 AY1127;SPC TXSC     - 4,215,480.      580,230.      MT  (+/- 180 meters Scaled)
 AY1127
 AY1127                          SUPERSEDED SURVEY CONTROL
 AY1127
 AY1127  NGVD 29 (??/??/92)  421.318  (m)         1382.27   (f) ADJ UNCH    2 0
 AY1127
 AY1127.Superseded values are not recommended for survey control.
 AY1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1127.See file dsdata.txt to determine how the superseded data were derived.
 AY1127
 AY1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT802941(NAD 83)
 AY1127_MARKER: DB = BENCH MARK DISK
 AY1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1127_STAMPING: U 462 1953
 AY1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1127+STABILITY: SURFACE MOTION
 AY1127
 AY1127  HISTORY     - Date     Condition        Report By
 AY1127  HISTORY     - 1953     MONUMENTED       CGS
 AY1127  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1127  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1127
 AY1127                          STATION DESCRIPTION
 AY1127
 AY1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1127'3.2 MI SE FROM MEDINA.
 AY1127'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1127'MEDINA, 0.35 MILE SOUTHEAST OF A CONCRETE BRIDGE OVER THE MEDINA
 AY1127'RIVER, 68.7 FEET NORTH OF THE NORTHWEST END OF THE NORTHEAST HEADWALL
 AY1127'OF A SMALL STONE CULVERT, 61 FEET NORTHEAST OF THE CENTER LINE OF THE
 AY1127'HIGHWAY, 10 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE TRACK ROAD
 AY1127'LEADING NORTHEAST, 11 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT
 AY1127'SOUTHEAST OF A FENCE, 1.3 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 AY1127'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AY1127
 AY1127                          STATION RECOVERY (1990)
 AY1127
 AY1127'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1127'MARK NOT FOUND.
 AY1127
 AY1127                          STATION RECOVERY (1993)
 AY1127
 AY1127'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1011 ***********************************************************************
 AY1011  DESIGNATION -  U 463
 AY1011  PID         -  AY1011
 AY1011  STATE/COUNTY-  TX/BANDERA
 AY1011  USGS QUAD   -  PIPE CREEK (1982)
 AY1011
 AY1011                         *CURRENT SURVEY CONTROL
 AY1011  ___________________________________________________________________
 AY1011* NAD 83(1986)-  29 43 15.     (N)    098 55 11.     (W)     SCALED    
 AY1011* NAVD 88     -       411.010  (meters)    1348.46   (feet)  ADJUSTED  
 AY1011  ___________________________________________________________________
 AY1011  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AY1011  DYNAMIC HT  -         410.413 (meters)    1346.50  (feet)  COMP
 AY1011  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AY1011
 AY1011  VERT ORDER  -  SECOND    CLASS 0
 AY1011
 AY1011.The horizontal coordinates were scaled from a topographic map and have
 AY1011.an estimated accuracy of +/- 6 seconds.
 AY1011
 AY1011.The orthometric height was determined by differential leveling
 AY1011.and adjusted by the National Geodetic Survey in June 1991..
 AY1011
 AY1011.The geoid height was determined by GEOID03.
 AY1011
 AY1011.The dynamic height is computed by dividing the NAVD 88
 AY1011.geopotential number by the normal gravity value computed on the
 AY1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1011.degrees latitude (g = 980.6199 gals.).
 AY1011
 AY1011.The modeled gravity was interpolated from observed gravity values.
 AY1011
 AY1011;                    North         East    Units  Estimated Accuracy
 AY1011;SPC TXSC     - 4,209,190.      607,770.      MT  (+/- 180 meters Scaled)
 AY1011
 AY1011                          SUPERSEDED SURVEY CONTROL
 AY1011
 AY1011  NGVD 29 (??/??/92)  410.904  (m)         1348.11   (f) ADJ UNCH    2 0
 AY1011
 AY1011.Superseded values are not recommended for survey control.
 AY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1011.See file dsdata.txt to determine how the superseded data were derived.
 AY1011
 AY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT077878(NAD 83)
 AY1011_MARKER: DB = BENCH MARK DISK
 AY1011_SETTING: 66 = SET IN ROCK OUTCROP
 AY1011_SP_SET: ROCK OUTCROP
 AY1011_STAMPING: U 463 1953
 AY1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1011+STABILITY: POSITION/ELEVATION WELL
 AY1011
 AY1011  HISTORY     - Date     Condition        Report By
 AY1011  HISTORY     - 1953     MONUMENTED       CGS
 AY1011  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1011  HISTORY     - 19931017 MARK NOT FOUND   USPSQD
 AY1011
 AY1011                          STATION DESCRIPTION
 AY1011
 AY1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1011'1.1 MI E FROM PIPE CREEK.
 AY1011'1.1 MILES EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT PIPE
 AY1011'CREEK, 326 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, 111.4 FEET
 AY1011'NORTH OF THE CENTER LINE OF THE HIGHWAY, 54.4 FEET NORTH OF A FENCE,
 AY1011'55.3 FEET NORTH OF A WITNESS POST, 0.1 FOOT ABOVE THE GROUND, SET IN
 AY1011'THE TOP OF A FLAT LIMESTONE OUTCROP.
 AY1011
 AY1011                          STATION RECOVERY (1990)
 AY1011
 AY1011'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1011'MARK NOT FOUND.
 AY1011
 AY1011                          STATION RECOVERY (1993)
 AY1011
 AY1011'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0157 ***********************************************************************
 BN0157  DESIGNATION -  U 464
 BN0157  PID         -  BN0157
 BN0157  STATE/COUNTY-  TX/GILLESPIE
 BN0157  USGS QUAD   -  CAIN CITY (1963)
 BN0157
 BN0157                         *CURRENT SURVEY CONTROL
 BN0157  ___________________________________________________________________
 BN0157* NAD 83(1986)-  30 13 15.     (N)    098 45 36.     (W)     SCALED    
 BN0157* NAVD 88     -       470.790  (meters)    1544.58   (feet)  POSTED    
 BN0157  ___________________________________________________________________
 BN0157  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BN0157  DYNAMIC HT  -         470.140 (meters)    1542.45  (feet)  COMP
 BN0157  MODELED GRAV-     979,242.6   (mgal)                       NAVD 88
 BN0157
 BN0157  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0157
 BN0157.The horizontal coordinates were scaled from a topographic map and have
 BN0157.an estimated accuracy of +/- 6 seconds.
 BN0157
 BN0157.The orthometric height was determined by differential leveling
 BN0157.and adjusted by the National Geodetic Survey in 1992..
 BN0157.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0157.rate of 1.1 thru 2.0 mm/km.
 BN0157
 BN0157.The geoid height was determined by GEOID03.
 BN0157
 BN0157.The dynamic height is computed by dividing the NAVD 88
 BN0157.geopotential number by the normal gravity value computed on the
 BN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0157.degrees latitude (g = 980.6199 gals.).
 BN0157
 BN0157.The modeled gravity was interpolated from observed gravity values.
 BN0157
 BN0157;                    North         East    Units  Estimated Accuracy
 BN0157;SPC TX C     - 3,062,510.      851,460.      MT  (+/- 180 meters Scaled)
 BN0157
 BN0157                          SUPERSEDED SURVEY CONTROL
 BN0157
 BN0157  NGVD 29 (??/??/92)  470.737  (m)         1544.41   (f) ADJ UNCH    2 0
 BN0157
 BN0157.Superseded values are not recommended for survey control.
 BN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0157.See file dsdata.txt to determine how the superseded data were derived.
 BN0157
 BN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU230432(NAD 83)
 BN0157_MARKER: DB = BENCH MARK DISK
 BN0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0157_STAMPING: U 464 1953
 BN0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0157+STABILITY: SURFACE MOTION
 BN0157
 BN0157  HISTORY     - Date     Condition        Report By
 BN0157  HISTORY     - 1953     MONUMENTED       CGS
 BN0157  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0157
 BN0157                          STATION DESCRIPTION
 BN0157
 BN0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0157'6.45 MI W FROM STONEWALL.
 BN0157'6.45 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0157'STONEWALL, 105 FEET NORTH OF A 24 INCH OAK TREE, 72 FEET NORTH OF THE
 BN0157'CENTER LINE OF THE HIGHWAY, 32.5 FEET NORTH OF A FENCE, 9 FEET
 BN0157'NORTHWEST OF A POWER POLE, 13 FEET WEST OF THE CENTER LINE OF A
 BN0157'PRIVATE ROAD LEADING NORTH, 2 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF
 BN0157'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BN0157'FOOT ABOVE THE GROUND.
 BN0157
 BN0157                          STATION RECOVERY (1993)
 BN0157
 BN0157'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0839 ***********************************************************************
 BN0839  DESIGNATION -  U 464 RESET
 BN0839  PID         -  BN0839
 BN0839  STATE/COUNTY-  TX/GILLESPIE
 BN0839  USGS QUAD   -  CAIN CITY (1963)
 BN0839
 BN0839                         *CURRENT SURVEY CONTROL
 BN0839  ___________________________________________________________________
 BN0839* NAD 83(1986)-  30 13 15.     (N)    098 45 36.     (W)     SCALED    
 BN0839* NAVD 88     -       470.56   (+/-2cm)    1543.8    (feet)  VERTCON   
 BN0839  ___________________________________________________________________
 BN0839  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BN0839
 BN0839  VERT ORDER  -  THIRD (See Below)
 BN0839
 BN0839.The horizontal coordinates were scaled from a topographic map and have
 BN0839.an estimated accuracy of +/- 6 seconds.
 BN0839
 BN0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0839.The vertical order pertains to the NGVD 29 superseded value.
 BN0839
 BN0839.The geoid height was determined by GEOID03.
 BN0839
 BN0839;                    North         East    Units  Estimated Accuracy
 BN0839;SPC TX C     - 3,062,510.      851,460.      MT  (+/- 180 meters Scaled)
 BN0839
 BN0839                          SUPERSEDED SURVEY CONTROL
 BN0839
 BN0839  NGVD 29 (01/29/03)  470.51   (m)         1543.7    (f) RESET       3  
 BN0839
 BN0839.Superseded values are not recommended for survey control.
 BN0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0839.See file dsdata.txt to determine how the superseded data were derived.
 BN0839
 BN0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU230432(NAD 83)
 BN0839_MARKER: DB = BENCH MARK DISK
 BN0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0839_SP_SET: CONCRETE POST
 BN0839_STAMPING: U 464 RESET 1955
 BN0839_MARK LOGO: CGS   
 BN0839_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0839+STABILITY: SURFACE MOTION
 BN0839
 BN0839  HISTORY     - Date     Condition        Report By
 BN0839  HISTORY     - 1955     MONUMENTED       TXHD
 BN0839  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0839
 BN0839                          STATION DESCRIPTION
 BN0839
 BN0839'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 BN0839'6.4 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0839'STONEWALL, AT THE JUNCTION OF A PRIVATE DRIVE LEADING NORTH, 140 FEET
 BN0839'NORTH OF A 24-INCH OAK TREE, AND 59 FEET NORTH OF THE CENTERLINE OF
 BN0839'THE HIGHWAY AT SURVEY STATION 400 PLUS 90, 1.0 FOOT FROM A WHITE
 BN0839'WOODEN WITNESS POST, PROJECTING 0.3 FOOT ABOVE GROUND.
 BN0839
 BN0839                          STATION RECOVERY (1993)
 BN0839
 BN0839'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0785 ***********************************************************************
 AY0785  DESIGNATION -  U 465
 AY0785  PID         -  AY0785
 AY0785  STATE/COUNTY-  TX/BEXAR
 AY0785  USGS QUAD   -  TERRELL WELLS (1992)
 AY0785
 AY0785                         *CURRENT SURVEY CONTROL
 AY0785  ___________________________________________________________________
 AY0785* NAD 83(1986)-  29 19 16.     (N)    098 32 11.     (W)     SCALED    
 AY0785* NAVD 88     -       202.230  (meters)     663.48   (feet)  ADJUSTED  
 AY0785  ___________________________________________________________________
 AY0785  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY0785  DYNAMIC HT  -         201.937 (meters)     662.52  (feet)  COMP
 AY0785  MODELED GRAV-     979,192.1   (mgal)                       NAVD 88
 AY0785
 AY0785  VERT ORDER  -  FIRST     CLASS II
 AY0785
 AY0785.The horizontal coordinates were scaled from a topographic map and have
 AY0785.an estimated accuracy of +/- 6 seconds.
 AY0785
 AY0785.The orthometric height was determined by differential leveling
 AY0785.and adjusted by the National Geodetic Survey in June 1991..
 AY0785
 AY0785.The geoid height was determined by GEOID03.
 AY0785
 AY0785.The dynamic height is computed by dividing the NAVD 88
 AY0785.geopotential number by the normal gravity value computed on the
 AY0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0785.degrees latitude (g = 980.6199 gals.).
 AY0785
 AY0785.The modeled gravity was interpolated from observed gravity values.
 AY0785
 AY0785;                    North         East    Units  Estimated Accuracy
 AY0785;SPC TXSC     - 4,164,970.      645,030.      MT  (+/- 180 meters Scaled)
 AY0785
 AY0785                          SUPERSEDED SURVEY CONTROL
 AY0785
 AY0785  NGVD 29 (??/??/92)  202.133  (m)          663.16   (f) ADJ UNCH    1 2
 AY0785
 AY0785.Superseded values are not recommended for survey control.
 AY0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0785.See file dsdata.txt to determine how the superseded data were derived.
 AY0785
 AY0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT450436(NAD 83)
 AY0785_MARKER: DB = BENCH MARK DISK
 AY0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0785_STAMPING: U 465 1952
 AY0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0785+STABILITY: SURFACE MOTION
 AY0785
 AY0785  HISTORY     - Date     Condition        Report By
 AY0785  HISTORY     - 1952     MONUMENTED       CGS
 AY0785  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0785  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0785  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0785
 AY0785                          STATION DESCRIPTION
 AY0785
 AY0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0785'IN SAN ANTONIO.
 AY0785'AT SAN ANTONIO, 0.95 MILE EAST ALONG CHAVANAUX ROAD FROM ITS JUNCTION
 AY0785'WITH STATE HIGHWAY 346 (PALOAHO ROAD), 0.3 MILE WEST OF A JUNCTION
 AY0785'WITH SOUTH ZARZAMORA STREET, 19 FEET NORTH OF THE CENTER LINE OF THE
 AY0785'ROAD, 5 FEET EAST OF A FENCE LEADING NORTH, 1.8 FEET SOUTH OF A FENCE,
 AY0785'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AY0785'GROUND.
 AY0785
 AY0785                          STATION RECOVERY (1966)
 AY0785
 AY0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0785'MARK NOT FOUND.
 AY0785
 AY0785                          STATION RECOVERY (1989)
 AY0785
 AY0785'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0785'MARK NOT FOUND.
 AY0785
 AY0785                          STATION RECOVERY (1999)
 AY0785
 AY0785'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0670 ***********************************************************************
 AY0670  DESIGNATION -  U 466
 AY0670  PID         -  AY0670
 AY0670  STATE/COUNTY-  TX/BEXAR
 AY0670  USGS QUAD   -  CULEBRA HILL (1993)
 AY0670
 AY0670                         *CURRENT SURVEY CONTROL
 AY0670  ___________________________________________________________________
 AY0670* NAD 83(1986)-  29 24 00.     (N)    098 38 15.     (W)     SCALED    
 AY0670* NAVD 88     -       239.398  (meters)     785.42   (feet)  ADJUSTED  
 AY0670  ___________________________________________________________________
 AY0670  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AY0670  DYNAMIC HT  -         239.051 (meters)     784.29  (feet)  COMP
 AY0670  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AY0670
 AY0670  VERT ORDER  -  FIRST     CLASS II
 AY0670
 AY0670.The horizontal coordinates were scaled from a topographic map and have
 AY0670.an estimated accuracy of +/- 6 seconds.
 AY0670
 AY0670.The orthometric height was determined by differential leveling
 AY0670.and adjusted by the National Geodetic Survey in June 1991..
 AY0670
 AY0670.The geoid height was determined by GEOID03.
 AY0670
 AY0670.The dynamic height is computed by dividing the NAVD 88
 AY0670.geopotential number by the normal gravity value computed on the
 AY0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0670.degrees latitude (g = 980.6199 gals.).
 AY0670
 AY0670.The modeled gravity was interpolated from observed gravity values.
 AY0670
 AY0670;                    North         East    Units  Estimated Accuracy
 AY0670;SPC TXSC     - 4,173,680.      635,180.      MT  (+/- 180 meters Scaled)
 AY0670
 AY0670                          SUPERSEDED SURVEY CONTROL
 AY0670
 AY0670  NGVD 29 (??/??/92)  239.286  (m)          785.06   (f) ADJ UNCH    1 2
 AY0670
 AY0670.Superseded values are not recommended for survey control.
 AY0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0670.See file dsdata.txt to determine how the superseded data were derived.
 AY0670
 AY0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT351523(NAD 83)
 AY0670_MARKER: DB = BENCH MARK DISK
 AY0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0670_STAMPING: U 466 1952
 AY0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0670+STABILITY: SURFACE MOTION
 AY0670
 AY0670  HISTORY     - Date     Condition        Report By
 AY0670  HISTORY     - 1952     MONUMENTED       CGS
 AY0670  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0670  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0670
 AY0670                          STATION DESCRIPTION
 AY0670
 AY0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0670'IN SAN ANTONIO.
 AY0670'AT SAN ANTONIO, 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 90 FROM ITS
 AY0670'JUNCTION WITH LOOP 13 (MILITARY DRIVE), 99 FEET NORTH OF THE NORTH
 AY0670'CORNER OF A STORE, 66 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AY0670'HIGHWAY, 2.6 FEET NORTHEAST OF A POWER POLE, 2.6 FEET NORTHEAST OF A
 AY0670'FENCE CORNER, 1.5 FEET NORTHWEST OF A FENCE, SET IN THE TOP OF A
 AY0670'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0670
 AY0670                          STATION RECOVERY (1966)
 AY0670
 AY0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0670'MARK NOT FOUND.
 AY0670
 AY0670                          STATION RECOVERY (1999)
 AY0670
 AY0670'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0208 ***********************************************************************
 BP0208  DESIGNATION -  U 467
 BP0208  PID         -  BP0208
 BP0208  STATE/COUNTY-  TX/PECOS
 BP0208  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0208
 BP0208                         *CURRENT SURVEY CONTROL
 BP0208  ___________________________________________________________________
 BP0208* NAD 83(1986)-  30 52 53.     (N)    102 53 39.     (W)     SCALED    
 BP0208* NAVD 88     -       918.919  (meters)    3014.82   (feet)  ADJUSTED  
 BP0208  ___________________________________________________________________
 BP0208  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BP0208  DYNAMIC HT  -         917.521 (meters)    3010.23  (feet)  COMP
 BP0208  MODELED GRAV-     979,088.7   (mgal)                       NAVD 88
 BP0208
 BP0208  VERT ORDER  -  FIRST     CLASS II
 BP0208
 BP0208.The horizontal coordinates were scaled from a topographic map and have
 BP0208.an estimated accuracy of +/- 6 seconds.
 BP0208
 BP0208.The orthometric height was determined by differential leveling
 BP0208.and adjusted by the National Geodetic Survey in June 1991..
 BP0208
 BP0208.The geoid height was determined by GEOID03.
 BP0208
 BP0208.The dynamic height is computed by dividing the NAVD 88
 BP0208.geopotential number by the normal gravity value computed on the
 BP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0208.degrees latitude (g = 980.6199 gals.).
 BP0208
 BP0208.The modeled gravity was interpolated from observed gravity values.
 BP0208
 BP0208;                    North         East    Units  Estimated Accuracy
 BP0208;SPC TX C     - 3,137,480.      455,180.      MT  (+/- 180 meters Scaled)
 BP0208
 BP0208                          SUPERSEDED SURVEY CONTROL
 BP0208
 BP0208  NGVD 29 (??/??/92)  918.582  (m)         3013.71   (f) ADJ UNCH    1 2
 BP0208
 BP0208.Superseded values are not recommended for survey control.
 BP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0208.See file dsdata.txt to determine how the superseded data were derived.
 BP0208
 BP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ013183(NAD 83)
 BP0208_MARKER: DB = BENCH MARK DISK
 BP0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0208_STAMPING: U 467 1935 3013.714
 BP0208_MARK LOGO: CGS   
 BP0208_PROJECTION: PROJECTING 5 CENTIMETERS
 BP0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0208+STABILITY: SURFACE MOTION
 BP0208
 BP0208  HISTORY     - Date     Condition        Report By
 BP0208  HISTORY     - 1935     MONUMENTED       CGS
 BP0208  HISTORY     - 1958     GOOD             NGS
 BP0208  HISTORY     - 1981     GOOD             NGS
 BP0208  HISTORY     - 19961005 GOOD             USPSQD
 BP0208
 BP0208                          STATION DESCRIPTION
 BP0208
 BP0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0208'1.4 MI SW FROM FORT STOCKTON.
 BP0208'ABOUT 1.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0208'FROM THE STATION AT FORT STOCKTON, 2 POLES SOUTHWEST OF MILEPOST 883,
 BP0208'51 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET SOUTHWEST OF A
 BP0208'TELEPHONE POLE, 1 FOOT NORTHWEST OF A CONCRETE WITNESS POST, 2 1/2
 BP0208'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0208'PROJECTING 7 INCHES.
 BP0208
 BP0208                          STATION RECOVERY (1981)
 BP0208
 BP0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0208'IN FORT STOCKTON, AT THE RIO STREET CROSSING OF THE ATCHISON, TOPEKA
 BP0208'AND SANTA FE RAILROAD, 0.1 KM (0.05 MI) SOUTHWEST OF MILEPOST 883,
 BP0208'15.9 METERS (52.2 FT) SOUTHEAST OF THE NEAR RAIL, 14.3 METERS (46.9
 BP0208'FT) EAST OF THE CENTERLINE OF THE STREET, 8.9 METERS (29.2 FT) SOUTH
 BP0208'OF THE STEEL POST OF A RAILROAD CROSSING SIGN AND 3.4 METERS (11.2
 BP0208'FT) NORTHEAST OF UTILITY POLE NUMBER 505.
 BP0208'THE MARK IS 0.3 M BELOW THE TRACKS.
 BP0208
 BP0208                          STATION RECOVERY (1996)
 BP0208
 BP0208'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0238 ***********************************************************************
 BP0238  DESIGNATION -  U 468
 BP0238  PID         -  BP0238
 BP0238  STATE/COUNTY-  TX/BREWSTER
 BP0238  USGS QUAD   -  LAST CHANCE MESA (1980)
 BP0238
 BP0238                         *CURRENT SURVEY CONTROL
 BP0238  ___________________________________________________________________
 BP0238* NAD 83(1986)-  30 30 58.     (N)    103 33 44.     (W)     SCALED    
 BP0238* NAVD 88     -      1216.704  (meters)    3991.80   (feet)  ADJUSTED  
 BP0238  ___________________________________________________________________
 BP0238  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 BP0238  DYNAMIC HT  -        1214.765 (meters)    3985.44  (feet)  COMP
 BP0238  MODELED GRAV-     979,005.5   (mgal)                       NAVD 88
 BP0238
 BP0238  VERT ORDER  -  SECOND    CLASS 0
 BP0238
 BP0238.The horizontal coordinates were scaled from a topographic map and have
 BP0238.an estimated accuracy of +/- 6 seconds.
 BP0238
 BP0238.The orthometric height was determined by differential leveling
 BP0238.and adjusted by the National Geodetic Survey in June 1991..
 BP0238
 BP0238.The geoid height was determined by GEOID03.
 BP0238
 BP0238.The dynamic height is computed by dividing the NAVD 88
 BP0238.geopotential number by the normal gravity value computed on the
 BP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0238.degrees latitude (g = 980.6199 gals.).
 BP0238
 BP0238.The modeled gravity was interpolated from observed gravity values.
 BP0238
 BP0238;                    North         East    Units  Estimated Accuracy
 BP0238;SPC TXSC     - 4,305,880.      162,180.      MT  (+/- 180 meters Scaled)
 BP0238
 BP0238                          SUPERSEDED SURVEY CONTROL
 BP0238
 BP0238  NGVD 29 (??/??/92) 1216.283  (m)         3990.42   (f) ADJ UNCH    2 0
 BP0238
 BP0238.Superseded values are not recommended for survey control.
 BP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0238.See file dsdata.txt to determine how the superseded data were derived.
 BP0238
 BP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP379768(NAD 83)
 BP0238_MARKER: DB = BENCH MARK DISK
 BP0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0238_STAMPING: U 468 1935 3990.422
 BP0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0238+STABILITY: SURFACE MOTION
 BP0238
 BP0238  HISTORY     - Date     Condition        Report By
 BP0238  HISTORY     - 1935     MONUMENTED       CGS
 BP0238  HISTORY     - 1958     GOOD             NGS
 BP0238
 BP0238                          STATION DESCRIPTION
 BP0238
 BP0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0238'13.3 MI NE FROM ALPINE.
 BP0238'ABOUT 13.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0238'FROM THE STATION AT ALPINE, 95 1/2 FEET SOUTHEAST OF AND ACROSS THE
 BP0238'TRACK FROM MILEPOST 931, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 BP0238'ABOUT 0.25 MILE NORTH OF SEVERAL RANCH BUILDINGS, ABOUT 0.15 MILE
 BP0238'NORTHWEST OF A PROMINENT HILL, 9 RAILS NORTHEAST OF THE NORTHEAST END
 BP0238'OF A TRESTLE, 1 FOOT SOUTHEAST OF THE SOUTHEAST RIGHT OF WAY FENCE, 1
 BP0238'1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 BP0238'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BP0238'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0461 ***********************************************************************
 BP0461  DESIGNATION -  U 469
 BP0461  PID         -  BP0461
 BP0461  STATE/COUNTY-  TX/JEFF DAVIS
 BP0461  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0461
 BP0461                         *CURRENT SURVEY CONTROL
 BP0461  ___________________________________________________________________
 BP0461* NAD 83(1986)-  30 39 38.     (N)    103 47 29.     (W)     SCALED    
 BP0461* NAVD 88     -      1379.990  (meters)    4527.52   (feet)  POSTED    
 BP0461  ___________________________________________________________________
 BP0461  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 BP0461  DYNAMIC HT  -        1377.790 (meters)    4520.30  (feet)  COMP
 BP0461  MODELED GRAV-     978,997.5   (mgal)                       NAVD 88
 BP0461
 BP0461  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0461
 BP0461.The horizontal coordinates were scaled from a topographic map and have
 BP0461.an estimated accuracy of +/- 6 seconds.
 BP0461
 BP0461.The orthometric height was determined by differential leveling
 BP0461.and adjusted by the National Geodetic Survey in 1992..
 BP0461.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0461.rate of 1.1 thru 2.0 mm/km.
 BP0461
 BP0461.The geoid height was determined by GEOID03.
 BP0461
 BP0461.The dynamic height is computed by dividing the NAVD 88
 BP0461.geopotential number by the normal gravity value computed on the
 BP0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0461.degrees latitude (g = 980.6199 gals.).
 BP0461
 BP0461.The modeled gravity was interpolated from observed gravity values.
 BP0461
 BP0461;                    North         East    Units  Estimated Accuracy
 BP0461;SPC TX C     - 3,115,330.      368,660.      MT  (+/- 180 meters Scaled)
 BP0461
 BP0461                          SUPERSEDED SURVEY CONTROL
 BP0461
 BP0461  NGVD 29 (??/??/92) 1379.518  (m)         4525.97   (f) ADJ UNCH    2 0
 BP0461
 BP0461.Superseded values are not recommended for survey control.
 BP0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0461.See file dsdata.txt to determine how the superseded data were derived.
 BP0461
 BP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP157926(NAD 83)
 BP0461_MARKER: DB = BENCH MARK DISK
 BP0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0461_SP_SET: ABUTMENT
 BP0461_STAMPING: U 469 1934 4526.156
 BP0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0461
 BP0461  HISTORY     - Date     Condition        Report By
 BP0461  HISTORY     - 1934     MONUMENTED       CGS
 BP0461  HISTORY     - 1958     GOOD             NGS
 BP0461  HISTORY     - 1971     MARK NOT FOUND   USGS
 BP0461  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0461  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0461  HISTORY     - 20030323 MARK NOT FOUND   USPSQD
 BP0461
 BP0461                          STATION DESCRIPTION
 BP0461
 BP0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0461'9.15 MI NE FROM FORT DAVIS.
 BP0461'ABOUT 9.15 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0461'COURTHOUSE AT FORT DAVIS, IN THE TOP OF THE WEST END OF THE SOUTH
 BP0461'CONCRETE ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER LIMPA CREEK, 13.5
 BP0461'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 200 FEET SOUTH OF A
 BP0461'CURVE IN THE HIGHWAY, AND ABOUT 6 INCHES BELOW THE LEVEL OF THE
 BP0461'HIGHWAY.
 BP0461
 BP0461                          STATION RECOVERY (1971)
 BP0461
 BP0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BP0461'MARK NOT FOUND.
 BP0461
 BP0461                          STATION RECOVERY (1989)
 BP0461
 BP0461'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0461'MARK NOT FOUND.
 BP0461
 BP0461                          STATION RECOVERY (1996)
 BP0461
 BP0461'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0461'MARK NOT FOUND.
 BP0461
 BP0461                          STATION RECOVERY (2003)
 BP0461
 BP0461'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0437 ***********************************************************************
 CC0437  DESIGNATION -  U 470
 CC0437  PID         -  CC0437
 CC0437  STATE/COUNTY-  TX/REEVES
 CC0437  USGS QUAD   -  WORSHAM (1971)
 CC0437
 CC0437                         *CURRENT SURVEY CONTROL
 CC0437  ___________________________________________________________________
 CC0437* NAD 83(1986)-  31 17 00.     (N)    103 33 16.     (W)     SCALED    
 CC0437* NAVD 88     -       806.060  (meters)    2644.55   (feet)  POSTED    
 CC0437  ___________________________________________________________________
 CC0437  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CC0437  DYNAMIC HT  -         804.880 (meters)    2640.68  (feet)  COMP
 CC0437  MODELED GRAV-     979,154.4   (mgal)                       NAVD 88
 CC0437
 CC0437  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0437
 CC0437.The horizontal coordinates were scaled from a topographic map and have
 CC0437.an estimated accuracy of +/- 6 seconds.
 CC0437
 CC0437.The orthometric height was determined by differential leveling
 CC0437.and adjusted by the National Geodetic Survey in 1992..
 CC0437.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0437.rate of 1.1 thru 2.0 mm/km.
 CC0437
 CC0437.The geoid height was determined by GEOID03.
 CC0437
 CC0437.The dynamic height is computed by dividing the NAVD 88
 CC0437.geopotential number by the normal gravity value computed on the
 CC0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0437.degrees latitude (g = 980.6199 gals.).
 CC0437
 CC0437.The modeled gravity was interpolated from observed gravity values.
 CC0437
 CC0437;                    North         East    Units  Estimated Accuracy
 CC0437;SPC TX C     - 3,183,660.      393,360.      MT  (+/- 180 meters Scaled)
 CC0437
 CC0437                          SUPERSEDED SURVEY CONTROL
 CC0437
 CC0437  NGVD 29 (??/??/92)  805.935  (m)         2644.14   (f) ADJ UNCH    1 2
 CC0437
 CC0437.Superseded values are not recommended for survey control.
 CC0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0437.See file dsdata.txt to determine how the superseded data were derived.
 CC0437
 CC0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ375619(NAD 83)
 CC0437_MARKER: DB = BENCH MARK DISK
 CC0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0437_STAMPING: U 470 1934 2644.752
 CC0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0437+STABILITY: SURFACE MOTION
 CC0437
 CC0437  HISTORY     - Date     Condition        Report By
 CC0437  HISTORY     - 1934     MONUMENTED       CGS
 CC0437  HISTORY     - 1956     POOR             NGS
 CC0437
 CC0437                          STATION DESCRIPTION
 CC0437
 CC0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0437'11.0 MI S FROM PECOS.
 CC0437'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0437'THENCE 9.4 MILES SOUTH ALONG STATE HIGHWAY 17, 52 FEET WEST OF THE
 CC0437'CENTER LINE OF THE HIGHWAY, 10.8 FEET NORTH OF MILEPOST 11, 45 FEET
 CC0437'EAST OF THE EAST RAIL OF THE PECOS VALLEY SOUTHERN RAILROAD, 2 FEET
 CC0437'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0437'PROJECTS 2.0 FEET ABOVE THE GROUND.  THIS MARK IS LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0013 ***********************************************************************
 DP0013  DESIGNATION -  U 471
 DP0013  PID         -  DP0013
 DP0013  STATE/COUNTY-  TX/KING
 DP0013  USGS QUAD   -  PITCHFORK FLATS (1981)
 DP0013
 DP0013                         *CURRENT SURVEY CONTROL
 DP0013  ___________________________________________________________________
 DP0013* NAD 83(1986)-  33 37 14.     (N)    100 24 26.     (W)     SCALED    
 DP0013* NAVD 88     -       547.838  (meters)    1797.37   (feet)  ADJUSTED  
 DP0013  ___________________________________________________________________
 DP0013  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DP0013  DYNAMIC HT  -         547.191 (meters)    1795.24  (feet)  COMP
 DP0013  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 DP0013
 DP0013  VERT ORDER  -  SECOND    CLASS 0
 DP0013
 DP0013.The horizontal coordinates were scaled from a topographic map and have
 DP0013.an estimated accuracy of +/- 6 seconds.
 DP0013
 DP0013.The orthometric height was determined by differential leveling
 DP0013.and adjusted by the National Geodetic Survey in June 1991..
 DP0013
 DP0013.The geoid height was determined by GEOID03.
 DP0013
 DP0013.The dynamic height is computed by dividing the NAVD 88
 DP0013.geopotential number by the normal gravity value computed on the
 DP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0013.degrees latitude (g = 980.6199 gals.).
 DP0013
 DP0013.The modeled gravity was interpolated from observed gravity values.
 DP0013
 DP0013;                    North         East    Units  Estimated Accuracy
 DP0013;SPC TXNC     - 2,218,280.      423,050.      MT  (+/- 180 meters Scaled)
 DP0013
 DP0013                          SUPERSEDED SURVEY CONTROL
 DP0013
 DP0013  NGVD 29 (??/??/92)  547.642  (m)         1796.72   (f) ADJ UNCH    2 0
 DP0013
 DP0013.Superseded values are not recommended for survey control.
 DP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0013.See file dsdata.txt to determine how the superseded data were derived.
 DP0013
 DP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC694209(NAD 83)
 DP0013_MARKER: DB = BENCH MARK DISK
 DP0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0013_STAMPING: U 471 1934
 DP0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0013+STABILITY: SURFACE MOTION
 DP0013
 DP0013  HISTORY     - Date     Condition        Report By
 DP0013  HISTORY     - 1934     MONUMENTED       CGS
 DP0013  HISTORY     - 1958     MARK NOT FOUND   NGS
 DP0013  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0013
 DP0013                          STATION DESCRIPTION
 DP0013
 DP0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0013'5.5 MI W FROM GUTHRIE.
 DP0013'5.5 MILES WEST ALONG U.S. HIGHWAY 82 FROM GUTHRIE, KING COUNTY, AT THE
 DP0013'SOUTHWEST CORNER OF AN OPEN FIELD, ABOUT 50 YARDS EAST OF A HIGHWAY
 DP0013'SIGNBOARD, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 DP0013'SOUTH OF A FENCE CORNER.  NOTE-- THE HIGHWAY HAS BEEN WIDENED.
 DP0013
 DP0013                          STATION RECOVERY (1968)
 DP0013
 DP0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0260 ***********************************************************************
 DP0260  DESIGNATION -  U 473
 DP0260  PID         -  DP0260
 DP0260  STATE/COUNTY-  TX/CROSBY
 DP0260  USGS QUAD   -  RALLS (1967)
 DP0260
 DP0260                         *CURRENT SURVEY CONTROL
 DP0260  ___________________________________________________________________
 DP0260* NAD 83(1986)-  33 40 02.     (N)    101 26 28.     (W)     SCALED    
 DP0260* NAVD 88     -       953.289  (meters)    3127.58   (feet)  ADJUSTED  
 DP0260  ___________________________________________________________________
 DP0260  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DP0260  DYNAMIC HT  -         952.071 (meters)    3123.59  (feet)  COMP
 DP0260  MODELED GRAV-     979,326.4   (mgal)                       NAVD 88
 DP0260
 DP0260  VERT ORDER  -  SECOND    CLASS 0
 DP0260
 DP0260.The horizontal coordinates were scaled from a topographic map and have
 DP0260.an estimated accuracy of +/- 6 seconds.
 DP0260
 DP0260.The orthometric height was determined by differential leveling
 DP0260.and adjusted by the National Geodetic Survey in June 1991..
 DP0260
 DP0260.The geoid height was determined by GEOID03.
 DP0260
 DP0260.The dynamic height is computed by dividing the NAVD 88
 DP0260.geopotential number by the normal gravity value computed on the
 DP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0260.degrees latitude (g = 980.6199 gals.).
 DP0260
 DP0260.The modeled gravity was interpolated from observed gravity values.
 DP0260
 DP0260;                    North         East    Units  Estimated Accuracy
 DP0260;SPC TXNC     - 2,225,660.      327,290.      MT  (+/- 180 meters Scaled)
 DP0260
 DP0260                          SUPERSEDED SURVEY CONTROL
 DP0260
 DP0260  NGVD 29 (??/??/92)  952.932  (m)         3126.41   (f) ADJ UNCH    2 0
 DP0260
 DP0260.Superseded values are not recommended for survey control.
 DP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0260.See file dsdata.txt to determine how the superseded data were derived.
 DP0260
 DP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC736279(NAD 83)
 DP0260_MARKER: DB = BENCH MARK DISK
 DP0260_SETTING: 0 = UNSPECIFIED SETTING
 DP0260_STAMPING: U 473 1934
 DP0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0260
 DP0260  HISTORY     - Date     Condition        Report By
 DP0260  HISTORY     - 1934     MONUMENTED       CGS
 DP0260  HISTORY     - 1966     GOOD             USGS
 DP0260
 DP0260                          STATION DESCRIPTION
 DP0260
 DP0260'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DP0260'3.5 MI W FROM RALLS.
 DP0260'3.5 MILES WEST ALONG THE SANTA FE RAILROAD FROM THE STATION AT RALLS,
 DP0260'CROSBY COUNTY, 42 FEET SOUTHEAST OF MILEPOST 25, 52 FEET NORTH OF THE
 DP0260'CENTERLINE OF THE NORTH TWO LANES OF US 62-82, 48 FEET SOUTH OF THE
 DP0260'CENTERLINE OF THE TRACK AND 5 FEET SOUTH OF A POLE.  A STANDARD DISK,
 DP0260'ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0101 ***********************************************************************
 DP0101  DESIGNATION -  U 474
 DP0101  PID         -  DP0101
 DP0101  STATE/COUNTY-  TX/KENT
 DP0101  USGS QUAD   -  CLAIREMONT WEST (1969)
 DP0101
 DP0101                         *CURRENT SURVEY CONTROL
 DP0101  ___________________________________________________________________
 DP0101* NAD 83(1986)-  33 09 29.     (N)    100 46 11.     (W)     SCALED    
 DP0101* NAVD 88     -       647.786  (meters)    2125.28   (feet)  ADJUSTED  
 DP0101  ___________________________________________________________________
 DP0101  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DP0101  DYNAMIC HT  -         646.980 (meters)    2122.63  (feet)  COMP
 DP0101  MODELED GRAV-     979,371.3   (mgal)                       NAVD 88
 DP0101
 DP0101  VERT ORDER  -  SECOND    CLASS 0
 DP0101
 DP0101.The horizontal coordinates were scaled from a topographic map and have
 DP0101.an estimated accuracy of +/- 6 seconds.
 DP0101
 DP0101.The orthometric height was determined by differential leveling
 DP0101.and adjusted by the National Geodetic Survey in June 1991..
 DP0101
 DP0101.The geoid height was determined by GEOID03.
 DP0101
 DP0101.The dynamic height is computed by dividing the NAVD 88
 DP0101.geopotential number by the normal gravity value computed on the
 DP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0101.degrees latitude (g = 980.6199 gals.).
 DP0101
 DP0101.The modeled gravity was interpolated from observed gravity values.
 DP0101
 DP0101;                    North         East    Units  Estimated Accuracy
 DP0101;SPC TXNC     - 2,167,670.      388,310.      MT  (+/- 180 meters Scaled)
 DP0101
 DP0101                          SUPERSEDED SURVEY CONTROL
 DP0101
 DP0101  NGVD 29 (??/??/92)  647.51   (m)         2124.4    (f) COMPUTED    2 0
 DP0101
 DP0101.Superseded values are not recommended for survey control.
 DP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0101.See file dsdata.txt to determine how the superseded data were derived.
 DP0101
 DP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB349702(NAD 83)
 DP0101_MARKER: DB = BENCH MARK DISK
 DP0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0101_SP_SET: CULVERT
 DP0101_STAMPING: U-474 1935
 DP0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0101
 DP0101  HISTORY     - Date     Condition        Report By
 DP0101  HISTORY     - 1935     MONUMENTED       CGS
 DP0101  HISTORY     - 1958     GOOD             TXHD
 DP0101
 DP0101                          STATION DESCRIPTION
 DP0101
 DP0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0101'1.2 MI W FROM CLAIREMONT.
 DP0101'1.2 MI. W. ALONG U.S. NO. 380 ABOUT 100 YDS. S.W. OF A HWY. MARKER, 15
 DP0101'FT. N.W. OF THE CENTER LINE OF HWY., AND SET IN THE CENTER OF THE N.W.
 DP0101'ABUTMENT OF A CONC. CULVERT.  NOTE-- 23 FT. NW OF CENTERLINE OF
 DP0101'HIGHWAY.
 DP0101
 DP0101                          STATION RECOVERY (1958)
 DP0101
 DP0101'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1958
 DP0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0102 ***********************************************************************
 DP0102  DESIGNATION -  U 474 RESET 1958
 DP0102  PID         -  DP0102
 DP0102  STATE/COUNTY-  TX/KENT
 DP0102  USGS QUAD   -  CLAIREMONT WEST (1969)
 DP0102
 DP0102                         *CURRENT SURVEY CONTROL
 DP0102  ___________________________________________________________________
 DP0102* NAD 83(1986)-  33 09 29.     (N)    100 46 10.     (W)     SCALED    
 DP0102* NAVD 88     -       647.57   (+/-2cm)    2124.6    (feet)  VERTCON   
 DP0102  ___________________________________________________________________
 DP0102  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DP0102
 DP0102  VERT ORDER  -  THIRD (See Below)
 DP0102
 DP0102.The horizontal coordinates were scaled from a topographic map and have
 DP0102.an estimated accuracy of +/- 6 seconds.
 DP0102
 DP0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0102.The vertical order pertains to the NGVD 29 superseded value.
 DP0102
 DP0102.The geoid height was determined by GEOID03.
 DP0102
 DP0102;                    North         East    Units  Estimated Accuracy
 DP0102;SPC TXNC     - 2,167,670.      388,340.      MT  (+/- 180 meters Scaled)
 DP0102
 DP0102                          SUPERSEDED SURVEY CONTROL
 DP0102
 DP0102  NGVD 29 (??/??/??)  647.29   (m)         2123.7    (f) RESET       3  
 DP0102
 DP0102.Superseded values are not recommended for survey control.
 DP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0102.See file dsdata.txt to determine how the superseded data were derived.
 DP0102
 DP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB349702(NAD 83)
 DP0102_MARKER: DB = BENCH MARK DISK
 DP0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0102_SP_SET: CULVERT
 DP0102_STAMPING: U 474 RESET 1958
 DP0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0102
 DP0102  HISTORY     - Date     Condition        Report By
 DP0102  HISTORY     - 1958     MONUMENTED       TXHD
 DP0102  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0102
 DP0102                          STATION DESCRIPTION
 DP0102
 DP0102'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 DP0102'1.2 MI W FROM CLAIREMONT.
 DP0102'1.2 MILES WEST ALONG U.S. HIGHWAY 380 FROM CLAIREMONT, 100 YARDS
 DP0102'SOUTHWEST OF A HIGHWAY MARKER, AT A CONCRETE CULVERT, IN THE CENTER OF
 DP0102'THE TOP OF THE NORTHWEST HEADWALL, AND 23 FEET NORTHWEST OF THE
 DP0102'CENTERLINE OF THE HIGHWAY.
 DP0102
 DP0102                          STATION RECOVERY (1968)
 DP0102
 DP0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0103 ***********************************************************************
 DP0103  DESIGNATION -  U 474 RESET 1964
 DP0103  PID         -  DP0103
 DP0103  STATE/COUNTY-  TX/KENT
 DP0103  USGS QUAD   -  CLAIREMONT WEST (1969)
 DP0103
 DP0103                         *CURRENT SURVEY CONTROL
 DP0103  ___________________________________________________________________
 DP0103* NAD 83(1986)-  33 09 58.     (N)    100 45 27.     (W)     SCALED    
 DP0103* NAVD 88     -       644.70   (+/-2cm)    2115.2    (feet)  VERTCON   
 DP0103  ___________________________________________________________________
 DP0103  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DP0103
 DP0103  VERT ORDER  -  THIRD (See Below)
 DP0103
 DP0103.The horizontal coordinates were scaled from a topographic map and have
 DP0103.an estimated accuracy of +/- 6 seconds.
 DP0103
 DP0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0103.The vertical order pertains to the NGVD 29 superseded value.
 DP0103
 DP0103.The geoid height was determined by GEOID03.
 DP0103
 DP0103;                    North         East    Units  Estimated Accuracy
 DP0103;SPC TXNC     - 2,168,540.      389,470.      MT  (+/- 180 meters Scaled)
 DP0103
 DP0103                          SUPERSEDED SURVEY CONTROL
 DP0103
 DP0103  NGVD 29 (01/29/03)  644.43   (m)         2114.3    (f) RESET       3  
 DP0103
 DP0103.Superseded values are not recommended for survey control.
 DP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0103.See file dsdata.txt to determine how the superseded data were derived.
 DP0103
 DP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB361710(NAD 83)
 DP0103_MARKER: DB = BENCH MARK DISK
 DP0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0103_SP_SET: CULVERT
 DP0103_STAMPING: U 474 RESET 1964
 DP0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0103
 DP0103  HISTORY     - Date     Condition        Report By
 DP0103  HISTORY     - 1964     MONUMENTED       TXHD
 DP0103
 DP0103                          STATION DESCRIPTION
 DP0103
 DP0103'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1964
 DP0103'0.30 MI W FROM CLAIREMONT.
 DP0103'0.30 MILES WEST ALONG U. S. HIGHWAY 380 FROM CLAIREMONT, KENT COUNTY,
 DP0103'26 FEET NORTH OF CENTERLINE STA. 980+56.  IN THE TOP OF THE CENTER OF
 DP0103'THE CULVERT NORTH HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0050 ***********************************************************************
 DP0050  DESIGNATION -  U 475
 DP0050  PID         -  DP0050
 DP0050  STATE/COUNTY-  TX/STONEWALL
 DP0050  USGS QUAD   -  ASPERMONT (1968)
 DP0050
 DP0050                         *CURRENT SURVEY CONTROL
 DP0050  ___________________________________________________________________
 DP0050* NAD 83(1986)-  33 08 59.     (N)    100 14 07.     (W)     SCALED    
 DP0050* NAVD 88     -       533.628  (meters)    1750.74   (feet)  ADJUSTED  
 DP0050  ___________________________________________________________________
 DP0050  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DP0050  DYNAMIC HT  -         532.961 (meters)    1748.56  (feet)  COMP
 DP0050  MODELED GRAV-     979,371.1   (mgal)                       NAVD 88
 DP0050
 DP0050  VERT ORDER  -  SECOND    CLASS 0
 DP0050
 DP0050.The horizontal coordinates were scaled from a topographic map and have
 DP0050.an estimated accuracy of +/- 6 seconds.
 DP0050
 DP0050.The orthometric height was determined by differential leveling
 DP0050.and adjusted by the National Geodetic Survey in June 1991..
 DP0050
 DP0050.The geoid height was determined by GEOID03.
 DP0050
 DP0050.The dynamic height is computed by dividing the NAVD 88
 DP0050.geopotential number by the normal gravity value computed on the
 DP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0050.degrees latitude (g = 980.6199 gals.).
 DP0050
 DP0050.The modeled gravity was interpolated from observed gravity values.
 DP0050
 DP0050;                    North         East    Units  Estimated Accuracy
 DP0050;SPC TXNC     - 2,165,790.      438,140.      MT  (+/- 180 meters Scaled)
 DP0050
 DP0050                          SUPERSEDED SURVEY CONTROL
 DP0050
 DP0050  NGVD 29 (??/??/92)  533.433  (m)         1750.10   (f) ADJ UNCH    2 0
 DP0050
 DP0050.Superseded values are not recommended for survey control.
 DP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0050.See file dsdata.txt to determine how the superseded data were derived.
 DP0050
 DP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB847685(NAD 83)
 DP0050_MARKER: DB = BENCH MARK DISK
 DP0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0050_STAMPING: U 475 1935
 DP0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0050+STABILITY: SURFACE MOTION
 DP0050
 DP0050  HISTORY     - Date     Condition        Report By
 DP0050  HISTORY     - 1935     MONUMENTED       CGS
 DP0050  HISTORY     - 1958     GOOD             NGS
 DP0050
 DP0050                          STATION DESCRIPTION
 DP0050
 DP0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0050'0.5 MI W FROM ASPERMONT.
 DP0050'0.5 MILE WEST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION AT
 DP0050'ASPERMONT, STONEWALL COUNTY.  7 POLES EAST OF MILEPOST B 145, AT THE
 DP0050'EAST END OF A LONG FILL, 42 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 DP0050'8 FEET SOUTH OF A FENCE, 2 FEET WEST OF A POLE, AND 4 FEET LOWER THAN
 DP0050'THE TRACK.  A STANDARD DISK, STAMPED U 475 1935 AND SET IN THE TOP OF
 DP0050'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0615 ***********************************************************************
 CA0615  DESIGNATION -  U 477
 CA0615  PID         -  CA0615
 CA0615  STATE/COUNTY-  TX/CONCHO
 CA0615  USGS QUAD   -  MILLERSVIEW SE (1987)
 CA0615
 CA0615                         *CURRENT SURVEY CONTROL
 CA0615  ___________________________________________________________________
 CA0615* NAD 83(1986)-  31 16 55.     (N)    099 50 54.     (W)     SCALED    
 CA0615* NAVD 88     -       640.291  (meters)    2100.69   (feet)  ADJUSTED  
 CA0615  ___________________________________________________________________
 CA0615  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CA0615  DYNAMIC HT  -         639.404 (meters)    2097.78  (feet)  COMP
 CA0615  MODELED GRAV-     979,233.8   (mgal)                       NAVD 88
 CA0615
 CA0615  VERT ORDER  -  SECOND    CLASS 0
 CA0615
 CA0615.The horizontal coordinates were scaled from a topographic map and have
 CA0615.an estimated accuracy of +/- 6 seconds.
 CA0615
 CA0615.The orthometric height was determined by differential leveling
 CA0615.and adjusted by the National Geodetic Survey in June 1991..
 CA0615
 CA0615.The geoid height was determined by GEOID03.
 CA0615
 CA0615.The dynamic height is computed by dividing the NAVD 88
 CA0615.geopotential number by the normal gravity value computed on the
 CA0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0615.degrees latitude (g = 980.6199 gals.).
 CA0615
 CA0615.The modeled gravity was interpolated from observed gravity values.
 CA0615
 CA0615;                    North         East    Units  Estimated Accuracy
 CA0615;SPC TX C     - 3,179,160.      746,180.      MT  (+/- 180 meters Scaled)
 CA0615
 CA0615                          SUPERSEDED SURVEY CONTROL
 CA0615
 CA0615  NGVD 29 (??/??/92)  640.184  (m)         2100.34   (f) ADJ UNCH    2 0
 CA0615
 CA0615.Superseded values are not recommended for survey control.
 CA0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0615.See file dsdata.txt to determine how the superseded data were derived.
 CA0615
 CA0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV192611(NAD 83)
 CA0615_MARKER: DB = BENCH MARK DISK
 CA0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0615_STAMPING: U 477 1935
 CA0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0615+STABILITY: SURFACE MOTION
 CA0615
 CA0615  HISTORY     - Date     Condition        Report By
 CA0615  HISTORY     - 1935     MONUMENTED       CGS
 CA0615  HISTORY     - 1940     GOOD             NGS
 CA0615  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0615
 CA0615                          STATION DESCRIPTION
 CA0615
 CA0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0615'4.6 MI N FROM EDEN.
 CA0615'4.6 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT EDEN,
 CA0615'0.3 MILE NORTH OF A SMALL CONCRETE BRIDGE, 80 YARDS NORTHWEST OF A
 CA0615'SMALL GROUP OF TREES, 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CA0615'AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED U 477 1935 AND
 CA0615'SET IN THE TOP OF A CONCRETE POST.
 CA0615
 CA0615                          STATION RECOVERY (1999)
 CA0615
 CA0615'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0307 ***********************************************************************
 CS0307  DESIGNATION -  U 478
 CS0307  PID         -  CS0307
 CS0307  STATE/COUNTY-  TX/KAUFMAN
 CS0307  USGS QUAD   -  ELMO (1981)
 CS0307
 CS0307                         *CURRENT SURVEY CONTROL
 CS0307  ___________________________________________________________________
 CS0307* NAD 83(1986)-  32 41 38.     (N)    096 12 20.     (W)     SCALED    
 CS0307* NAVD 88     -       156.414  (meters)     513.17   (feet)  ADJUSTED  
 CS0307  ___________________________________________________________________
 CS0307  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0307  DYNAMIC HT  -         156.240 (meters)     512.60  (feet)  COMP
 CS0307  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 CS0307
 CS0307  VERT ORDER  -  SECOND    CLASS 0
 CS0307
 CS0307.The horizontal coordinates were scaled from a topographic map and have
 CS0307.an estimated accuracy of +/- 6 seconds.
 CS0307
 CS0307.The orthometric height was determined by differential leveling
 CS0307.and adjusted by the National Geodetic Survey in June 1991..
 CS0307
 CS0307.The geoid height was determined by GEOID03.
 CS0307
 CS0307.The dynamic height is computed by dividing the NAVD 88
 CS0307.geopotential number by the normal gravity value computed on the
 CS0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0307.degrees latitude (g = 980.6199 gals.).
 CS0307
 CS0307.The modeled gravity was interpolated from observed gravity values.
 CS0307
 CS0307;                    North         East    Units  Estimated Accuracy
 CS0307;SPC TXNC     - 2,116,260.      815,120.      MT  (+/- 180 meters Scaled)
 CS0307
 CS0307                          SUPERSEDED SURVEY CONTROL
 CS0307
 CS0307  NGVD 29 (??/??/92)  156.425  (m)          513.20   (f) ADJ UNCH    2 0
 CS0307
 CS0307.Superseded values are not recommended for survey control.
 CS0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0307.See file dsdata.txt to determine how the superseded data were derived.
 CS0307
 CS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB619208(NAD 83)
 CS0307_MARKER: DB = BENCH MARK DISK
 CS0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0307_STAMPING: U 478 1948
 CS0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0307+STABILITY: SURFACE MOTION
 CS0307
 CS0307  HISTORY     - Date     Condition        Report By
 CS0307  HISTORY     - 1948     MONUMENTED       CGS
 CS0307
 CS0307                          STATION DESCRIPTION
 CS0307
 CS0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0307'5.3 MI SE FROM TERRELL.
 CS0307'1.6 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE UNION STATION AT
 CS0307'TERRELL, THENCE 3.7 MILES SOUTHEAST ALONG THE TERRELL-HIRAM ROAD, AT A
 CS0307'ROAD JUNCTION, 109.0 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD,
 CS0307'94.0 FEET SOUTH OF THE CENTER LINE OF THE TERRELL-HIRAM ROAD, 58.5
 CS0307'FEET WEST OF THE CENTER OF A WELL, 4.4 FEET NORTHEAST OF THE EAST
 CS0307'CORNER OF FRIENDSHIP SCHOOL--DISTRICT NO. 42, AND SET IN THE TOP OF A
 CS0307'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0260 ***********************************************************************
 CS0260  DESIGNATION -  U 479
 CS0260  PID         -  CS0260
 CS0260  STATE/COUNTY-  TX/VAN ZANDT
 CS0260  USGS QUAD   -  WILLS POINT (1981)
 CS0260
 CS0260                         *CURRENT SURVEY CONTROL
 CS0260  ___________________________________________________________________
 CS0260* NAD 83(1986)-  32 38 38.     (N)    096 02 23.     (W)     SCALED    
 CS0260* NAVD 88     -       134.969  (meters)     442.81   (feet)  ADJUSTED  
 CS0260  ___________________________________________________________________
 CS0260  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0260  DYNAMIC HT  -         134.816 (meters)     442.31  (feet)  COMP
 CS0260  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 CS0260
 CS0260  VERT ORDER  -  SECOND    CLASS 0
 CS0260
 CS0260.The horizontal coordinates were scaled from a topographic map and have
 CS0260.an estimated accuracy of +/- 6 seconds.
 CS0260
 CS0260.The orthometric height was determined by differential leveling
 CS0260.and adjusted by the National Geodetic Survey in June 1991..
 CS0260
 CS0260.The geoid height was determined by GEOID03.
 CS0260
 CS0260.The dynamic height is computed by dividing the NAVD 88
 CS0260.geopotential number by the normal gravity value computed on the
 CS0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0260.degrees latitude (g = 980.6199 gals.).
 CS0260
 CS0260.The modeled gravity was interpolated from observed gravity values.
 CS0260
 CS0260;                    North         East    Units  Estimated Accuracy
 CS0260;SPC TXNC     - 2,111,070.      830,800.      MT  (+/- 180 meters Scaled)
 CS0260
 CS0260                          SUPERSEDED SURVEY CONTROL
 CS0260
 CS0260  NGVD 29 (??/??/92)  134.980  (m)          442.85   (f) ADJ UNCH    2 0
 CS0260
 CS0260.Superseded values are not recommended for survey control.
 CS0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0260.See file dsdata.txt to determine how the superseded data were derived.
 CS0260
 CS0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB776156(NAD 83)
 CS0260_MARKER: DB = BENCH MARK DISK
 CS0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0260_STAMPING: U 479 1948
 CS0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0260+STABILITY: SURFACE MOTION
 CS0260
 CS0260  HISTORY     - Date     Condition        Report By
 CS0260  HISTORY     - 1948     MONUMENTED       CGS
 CS0260  HISTORY     - 19950901 GOOD             USPSQD
 CS0260
 CS0260                          STATION DESCRIPTION
 CS0260
 CS0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0260'3.95 MI E FROM HIRAM.
 CS0260'2.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE LOCUST GROVE CHURCH
 CS0260'AT HIRAM, THENCE 1.65 MILES EAST ALONG AN ASPHALT ROAD, AT A POINT
 CS0260'WHERE THE ROAD TURNS NORTH, 280.0 FEET NORTH OF THE EXTENDED CENTER
 CS0260'LINE OF THE ROAD LEADING WEST FROM THE CURVE, 278.6 FEET SOUTH OF THE
 CS0260'SOUTHEAST CORNER OF AN 18-FOOT WOODEN BRIDGE, 61.0 FEET EAST OF THE
 CS0260'CENTER LINE OF THE ROAD LEADING NORTH FROM THE CURVE, 2.5 FEET WEST OF
 CS0260'A POWER POLE, 2.1 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 CS0260'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CS0260
 CS0260                          STATION RECOVERY (1995)
 CS0260
 CS0260'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0476 ***********************************************************************
 AB0476  DESIGNATION -  U 48
 AB0476  PID         -  AB0476
 AB0476  STATE/COUNTY-  TX/CAMERON
 AB0476  USGS QUAD   -  OLMITO (1983)
 AB0476
 AB0476                         *CURRENT SURVEY CONTROL
 AB0476  ___________________________________________________________________
 AB0476* NAD 83(1986)-  26 01 55.     (N)    097 32 10.     (W)     SCALED    
 AB0476* NAVD 88     -         9.470  (meters)      31.07   (feet)  ADJUSTED  
 AB0476  ___________________________________________________________________
 AB0476  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AB0476  DYNAMIC HT  -           9.455 (meters)      31.02  (feet)  COMP
 AB0476  MODELED GRAV-     979,033.0   (mgal)                       NAVD 88
 AB0476
 AB0476  VERT ORDER  -  FIRST     CLASS II
 AB0476
 AB0476.The horizontal coordinates were scaled from a topographic map and have
 AB0476.an estimated accuracy of +/- 6 seconds.
 AB0476
 AB0476.The orthometric height was determined by differential leveling
 AB0476.and adjusted by the National Geodetic Survey in June 1991..
 AB0476.WARNING-Repeat measurements at this control monument indicate possible
 AB0476.vertical movement.
 AB0476
 AB0476.The geoid height was determined by GEOID03.
 AB0476
 AB0476.The dynamic height is computed by dividing the NAVD 88
 AB0476.geopotential number by the normal gravity value computed on the
 AB0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0476.degrees latitude (g = 980.6199 gals.).
 AB0476
 AB0476.The modeled gravity was interpolated from observed gravity values.
 AB0476
 AB0476;                    North         East    Units  Estimated Accuracy
 AB0476;SPC TX S     - 5,040,840.      396,480.      MT  (+/- 180 meters Scaled)
 AB0476
 AB0476                          SUPERSEDED SURVEY CONTROL
 AB0476
 AB0476  NGVD 29 (??/??/92)    9.54   (m)           31.3    (f) COMPUTED    1 2
 AB0476
 AB0476.Superseded values are not recommended for survey control.
 AB0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0476.See file dsdata.txt to determine how the superseded data were derived.
 AB0476
 AB0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP464800(NAD 83)
 AB0476_MARKER: DB = BENCH MARK DISK
 AB0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0476_STAMPING: ELEV 31.739 FT U 48 1918
 AB0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0476+STABILITY: SURFACE MOTION
 AB0476
 AB0476  HISTORY     - Date     Condition        Report By
 AB0476  HISTORY     - 1918     MONUMENTED       CGS
 AB0476  HISTORY     - 1951     GOOD             NGS
 AB0476  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0476  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0476  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0476  HISTORY     - 19910307 MARK NOT FOUND   USPSQD
 AB0476
 AB0476                          STATION DESCRIPTION
 AB0476
 AB0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 AB0476'1.0 MI NW FROM OLMITO.
 AB0476'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AB0476'AT OLMITO, CAMERON COUNTY, 2 POLES SOUTHEAST OF MILEPOST 10, 300 FEET
 AB0476'NORTHWEST OF A ROAD CROSSING, 42 FEET SOUTHWEST OF THE TRACK, 7 FEET
 AB0476'WEST OF A POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND 4
 AB0476'FEET LOWER THAN THE TRACK.  A STANDARD DISK, SET IN THE TOP OF
 AB0476'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AB0476
 AB0476                          STATION RECOVERY (1951)
 AB0476
 AB0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0476'RECOVERED IN GOOD CONDITION.
 AB0476
 AB0476                          STATION RECOVERY (1981)
 AB0476
 AB0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0476'SEARCHED FOR, NOT RECOVERED.
 AB0476
 AB0476                          STATION RECOVERY (1987)
 AB0476
 AB0476'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0476'MARK NOT FOUND.
 AB0476
 AB0476                          STATION RECOVERY (1988)
 AB0476
 AB0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0476'MARK NOT FOUND.
 AB0476
 AB0476                          STATION RECOVERY (1991)
 AB0476
 AB0476'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0988 ***********************************************************************
 CR0988  DESIGNATION -  U 480 RESET 1955
 CR0988  PID         -  CR0988
 CR0988  STATE/COUNTY-  TX/VAN ZANDT
 CR0988  USGS QUAD   -  EDGEWOOD (1981)
 CR0988
 CR0988                         *CURRENT SURVEY CONTROL
 CR0988  ___________________________________________________________________
 CR0988* NAD 83(1986)-  32 39 40.     (N)    095 58 26.     (W)     SCALED    
 CR0988* NAVD 88     -       155.07   (+/-2cm)     508.8    (feet)  VERTCON   
 CR0988  ___________________________________________________________________
 CR0988  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CR0988
 CR0988  VERT ORDER  -  THIRD (See Below)
 CR0988
 CR0988.The horizontal coordinates were scaled from a topographic map and have
 CR0988.an estimated accuracy of +/- 6 seconds.
 CR0988
 CR0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0988.The vertical order pertains to the NGVD 29 superseded value.
 CR0988
 CR0988.The geoid height was determined by GEOID03.
 CR0988
 CR0988;                    North         East    Units  Estimated Accuracy
 CR0988;SPC TXNC     - 2,113,120.      836,920.      MT  (+/- 180 meters Scaled)
 CR0988
 CR0988                          SUPERSEDED SURVEY CONTROL
 CR0988
 CR0988  NGVD 29 (??/??/??)  155.08   (m)          508.8    (f) RESET       3  
 CR0988
 CR0988.Superseded values are not recommended for survey control.
 CR0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0988.See file dsdata.txt to determine how the superseded data were derived.
 CR0988
 CR0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS210176(NAD 83)
 CR0988_MARKER: DB = BENCH MARK DISK
 CR0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0988_STAMPING: U 480 RESET 1955
 CR0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0988+STABILITY: SURFACE MOTION
 CR0988
 CR0988  HISTORY     - Date     Condition        Report By
 CR0988  HISTORY     - 1955     MONUMENTED       CGS
 CR0988  HISTORY     - 19930615 GOOD             USPSQD
 CR0988  HISTORY     - 19950831 GOOD             USPSQD
 CR0988
 CR0988                          STATION DESCRIPTION
 CR0988
 CR0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR0988'3.0 MI SE FROM WILLS POINT.
 CR0988'3.0 MILES SOUTHEAST ALONG HIGHWAY NO. 64 FROM THE JUNCTION OF HIGHWAYS
 CR0988'NOS. 64 AND 80 IN THE SOUTHEAST EDGE OF WILLS POINT, 0.2 MILE
 CR0988'SOUTHEAST OF A ROAD LEADING WEST, ABOUT 4 FEET NORTHEAST OF THE
 CR0988'NORTHEAST RIGHT-OF-WAY LINE, 35 FEET SOUTH OF A METAL STOCK SHED AND
 CR0988'ABOUT 8 FEET EAST OF A METAL GATE WHICH LEADS INTO A PASTURE.  A
 CR0988'STANDARD DISK STAMPED U 480 RESET 1955 AND SET IN A CONCRETE MONUMENT
 CR0988'WHICH PROJECTS ABOUT 4 INCHES.
 CR0988
 CR0988                          STATION RECOVERY (1993)
 CR0988
 CR0988'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0988'RECOVERED IN GOOD CONDITION.
 CR0988
 CR0988                          STATION RECOVERY (1995)
 CR0988
 CR0988'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0707 ***********************************************************************
 AY0707  DESIGNATION -  U 481
 AY0707  PID         -  AY0707
 AY0707  STATE/COUNTY-  TX/BEXAR
 AY0707  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0707
 AY0707                         *CURRENT SURVEY CONTROL
 AY0707  ___________________________________________________________________
 AY0707* NAD 83(1986)-  29 29 01.     (N)    098 35 33.     (W)     SCALED    
 AY0707* NAVD 88     -       263.284  (meters)     863.79   (feet)  ADJUSTED  
 AY0707  ___________________________________________________________________
 AY0707  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AY0707  DYNAMIC HT  -         262.900 (meters)     862.53  (feet)  COMP
 AY0707  MODELED GRAV-     979,179.5   (mgal)                       NAVD 88
 AY0707
 AY0707  VERT ORDER  -  FIRST     CLASS II
 AY0707
 AY0707.The horizontal coordinates were scaled from a topographic map and have
 AY0707.an estimated accuracy of +/- 6 seconds.
 AY0707
 AY0707.The orthometric height was determined by differential leveling
 AY0707.and adjusted by the National Geodetic Survey in June 1991..
 AY0707.WARNING-Repeat measurements at this control monument indicate possible
 AY0707.vertical movement.
 AY0707
 AY0707.The geoid height was determined by GEOID03.
 AY0707
 AY0707.The dynamic height is computed by dividing the NAVD 88
 AY0707.geopotential number by the normal gravity value computed on the
 AY0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0707.degrees latitude (g = 980.6199 gals.).
 AY0707
 AY0707.The modeled gravity was interpolated from observed gravity values.
 AY0707
 AY0707;                    North         East    Units  Estimated Accuracy
 AY0707;SPC TXSC     - 4,182,960.      639,520.      MT  (+/- 180 meters Scaled)
 AY0707
 AY0707                          SUPERSEDED SURVEY CONTROL
 AY0707
 AY0707  NGVD 29 (??/??/92)  263.160  (m)          863.38   (f) ADJ UNCH    1 2
 AY0707
 AY0707.Superseded values are not recommended for survey control.
 AY0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0707.See file dsdata.txt to determine how the superseded data were derived.
 AY0707
 AY0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT395616(NAD 83)
 AY0707_MARKER: DB = BENCH MARK DISK
 AY0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0707_STAMPING: U 481 1935
 AY0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0707+STABILITY: SURFACE MOTION
 AY0707
 AY0707  HISTORY     - Date     Condition        Report By
 AY0707  HISTORY     - 1935     MONUMENTED       CGS
 AY0707  HISTORY     - 1952     GOOD             NGS
 AY0707  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY0707
 AY0707                          STATION DESCRIPTION
 AY0707
 AY0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AY0707'IN SAN ANTONIO.
 AY0707'AT SAN ANTONIO, 1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE
 AY0707'LEON VALLEY SCHOOL, THENCE 0.45 MILE EAST ALONG PATTERSON ROAD, 0.1
 AY0707'MILE WEST OF THE TOP OF A HILL AND A JUNCTION WITH EVERS ROAD, 33 FEET
 AY0707'SOUTH OF THE CENTER LINE OF PATTERSON ROAD, 29 FEET EAST OF THE CENTER
 AY0707'LINE OF A DRIVEWAY AND A CATTLE GUARD, 5.6 FEET SOUTH OF THE EAST END
 AY0707'OF A ROCK RETAINING WALL, LEVEL WITH THE TOP OF THE RETAINING WALL,
 AY0707'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AY0707'GROUND.
 AY0707
 AY0707                          STATION RECOVERY (1995)
 AY0707
 AY0707'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1213 ***********************************************************************
 BY1213  DESIGNATION -  U 483
 BY1213  PID         -  BY1213
 BY1213  STATE/COUNTY-  TX/NACOGDOCHES
 BY1213  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1213
 BY1213                         *CURRENT SURVEY CONTROL
 BY1213  ___________________________________________________________________
 BY1213* NAD 83(1986)-  31 32 29.     (N)    094 37 35.     (W)     SCALED    
 BY1213* NAVD 88     -        88.22   (+/-2cm)     289.4    (feet)  VERTCON   
 BY1213  ___________________________________________________________________
 BY1213  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1213
 BY1213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1213
 BY1213.The horizontal coordinates were scaled from a topographic map and have
 BY1213.an estimated accuracy of +/- 6 seconds.
 BY1213
 BY1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1213.The vertical order pertains to the NGVD 29 superseded value.
 BY1213
 BY1213.The geoid height was determined by GEOID03.
 BY1213
 BY1213;                    North         East    Units  Estimated Accuracy
 BY1213;SPC TX C     - 3,221,720.    1,241,660.      MT  (+/- 180 meters Scaled)
 BY1213
 BY1213                          SUPERSEDED SURVEY CONTROL
 BY1213
 BY1213  NGVD 29 (??/??/92)   88.311  (m)          289.73   (f) ADJ UNCH    2 0
 BY1213
 BY1213.Superseded values are not recommended for survey control.
 BY1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1213.See file dsdata.txt to determine how the superseded data were derived.
 BY1213
 BY1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ456907(NAD 83)
 BY1213_MARKER: DB = BENCH MARK DISK
 BY1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1213_STAMPING: U-483 1948
 BY1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1213+STABILITY: SURFACE MOTION
 BY1213
 BY1213  HISTORY     - Date     Condition        Report By
 BY1213  HISTORY     - 1948     MONUMENTED       CGS
 BY1213  HISTORY     - 1977     GOOD             USGS
 BY1213  HISTORY     - 19980919 GOOD             USPSQD
 BY1213
 BY1213                          STATION DESCRIPTION
 BY1213
 BY1213'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY1213'3.2 MI S FROM NACOGDOCHES.
 BY1213'2.5 MILE SOUTH OF THE JUNCTION OF LOOP 224 AND FARM RD. 1275 ALONG
 BY1213'1275, AT THE SE EDGE OF NACOGDOCHES, TX.  0.7 MILE SE ALONG FARM RD.
 BY1213'1275 FROM THE JUNCTION OF FARM ROADS 1275 AND 3228, 82 FT SW OF THE
 BY1213'CENTER LINE OF PAVED ROAD, 55 FT SE OF A DRIVE SW, 14 FT NORTH OF A 14
 BY1213'INCH SYCAMORE TREE, IN LINE WITH POWER LINE, A STANDARD DISK SET IN
 BY1213'THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE THE GROUND.
 BY1213
 BY1213                          STATION RECOVERY (1998)
 BY1213
 BY1213'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0248 ***********************************************************************
 BY0248  DESIGNATION -  U 484
 BY0248  PID         -  BY0248
 BY0248  STATE/COUNTY-  TX/SHELBY
 BY0248  USGS QUAD   -  NEUVILLE (1984)
 BY0248
 BY0248                         *CURRENT SURVEY CONTROL
 BY0248  ___________________________________________________________________
 BY0248* NAD 83(1986)-  31 39 04.     (N)    094 11 51.     (W)     SCALED    
 BY0248* NAVD 88     -       125.06   (+/-2cm)     410.3    (feet)  VERTCON   
 BY0248  ___________________________________________________________________
 BY0248  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY0248
 BY0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0248
 BY0248.The horizontal coordinates were scaled from a topographic map and have
 BY0248.an estimated accuracy of +/- 6 seconds.
 BY0248
 BY0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0248.The vertical order pertains to the NGVD 29 superseded value.
 BY0248
 BY0248.The geoid height was determined by GEOID03.
 BY0248
 BY0248;                    North         East    Units  Estimated Accuracy
 BY0248;SPC TX C     - 3,236,040.    1,281,650.      MT  (+/- 180 meters Scaled)
 BY0248
 BY0248                          SUPERSEDED SURVEY CONTROL
 BY0248
 BY0248  NGVD 29 (??/??/92)  125.091  (m)          410.40   (f) ADJ UNCH    2 0
 BY0248
 BY0248.Superseded values are not recommended for survey control.
 BY0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0248.See file dsdata.txt to determine how the superseded data were derived.
 BY0248
 BY0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR864023(NAD 83)
 BY0248_MARKER: DB = BENCH MARK DISK
 BY0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0248_STAMPING: U-484 1949
 BY0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0248+STABILITY: SURFACE MOTION
 BY0248
 BY0248  HISTORY     - Date     Condition        Report By
 BY0248  HISTORY     - 1949     MONUMENTED       CGS
 BY0248  HISTORY     - 1958     GOOD             USGS
 BY0248
 BY0248                          STATION DESCRIPTION
 BY0248
 BY0248'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0248'5.6 MI SW FROM SHORT.
 BY0248'5.6 MI. SW ALONG GRADED DIRT ROAD FROM HOLTS STORE IN SHORT
 BY0248'SETTLEMENT, 1.0 MI. S ALONG ROAD FROM POINT WHERE ROAD CROSSES BRADY
 BY0248'CREEK, 0.5 MI. ALONG ROAD FROM HILL NE, IN FLAT, 198.2 FT. NE OF THE
 BY0248'SE END OF A CONCRETE TILE CULVERT, 67 FT. SE OF THE CENTER LINE OF THE
 BY0248'ROAD, 20 FT. E OF 24 FT. WALNUT TREE, 35 FT. NE OF A 6IN. PINE TREE,
 BY0248'2.3 FT. SE OF A REFERENCE POST, A STANDARD TABLET SET IN TOP OF A
 BY0248'CONCRETE POST PROJECTING 0.4 FT. ABOVE THE GROUND.  STAMPED U 484
 BY0248'1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0152 ***********************************************************************
 BY0152  DESIGNATION -  U 485
 BY0152  PID         -  BY0152
 BY0152  STATE/COUNTY-  TX/SHELBY
 BY0152  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0152
 BY0152                         *CURRENT SURVEY CONTROL
 BY0152  ___________________________________________________________________
 BY0152* NAD 83(1986)-  31 42 06.     (N)    094 20 10.     (W)     SCALED    
 BY0152* NAVD 88     -       104.71   (+/-2cm)     343.5    (feet)  VERTCON   
 BY0152  ___________________________________________________________________
 BY0152  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY0152
 BY0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0152
 BY0152.The horizontal coordinates were scaled from a topographic map and have
 BY0152.an estimated accuracy of +/- 6 seconds.
 BY0152
 BY0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0152.The vertical order pertains to the NGVD 29 superseded value.
 BY0152
 BY0152.The geoid height was determined by GEOID03.
 BY0152
 BY0152;                    North         East    Units  Estimated Accuracy
 BY0152;SPC TX C     - 3,240,920.    1,268,220.      MT  (+/- 180 meters Scaled)
 BY0152
 BY0152                          SUPERSEDED SURVEY CONTROL
 BY0152
 BY0152  NGVD 29 (??/??/92)  104.733  (m)          343.61   (f) ADJ UNCH    2 0
 BY0152
 BY0152.Superseded values are not recommended for survey control.
 BY0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0152.See file dsdata.txt to determine how the superseded data were derived.
 BY0152
 BY0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR733081(NAD 83)
 BY0152_MARKER: DB = BENCH MARK DISK
 BY0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0152_STAMPING: U 485 1949
 BY0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0152+STABILITY: SURFACE MOTION
 BY0152
 BY0152  HISTORY     - Date     Condition        Report By
 BY0152  HISTORY     - 1949     MONUMENTED       CGS
 BY0152  HISTORY     - 1979     GOOD             USGS
 BY0152
 BY0152                          STATION DESCRIPTION
 BY0152
 BY0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0152'1.1 MI N FROM AIKEN.
 BY0152'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 7 FROM THE ELEMENTARY SCHOOL AT
 BY0152'AIKEN, THENCE 0.8 MILE NORTH ALONG THE AIKEN-ARCADA ROAD, 0.15 MILE
 BY0152'SOUTH OF A 36-FOOT WOODEN BRIDGE OVER SANDY CREEK, 183.5 FEET NORTH OF
 BY0152'THE NORTHEAST CORNER OF A 10-FOOT WOODEN BRIDGE, 87.9 FEET SOUTH OF A
 BY0152'TELEPHONE POLE (POLE IS AT A POINT WHERE THE TELEPHONE LINE TURNS),
 BY0152'54.0 FEET EAST OF AND 6.0 FEET HIGHER THAN THE CENTER LINE OF THE
 BY0152'ROAD, 1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0152'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 BY0152
 BY0152                          STATION RECOVERY (1979)
 BY0152
 BY0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0152'0.3 MILE NORTHEAST ALONG THE STATE HIGHWAY 7 FROM THE ELEMENTARY
 BY0152'SCHOOL AT AIKEN, THENCE 0.8 MILE NORTH ALONG THE AIKEN-ARCADA ROAD
 BY0152'444 FEET SOUTH ALONG THE CENTER LINE OF THE ROAD FROM THE
 BY0152'INTERSECTION OF THE ROAD AND THE CENTERLINE OF A CONCRETE PIER
 BY0152'PUMPING STATION ON PINKSTON RESERVOIR, 185 FEET NORTH OF A CONCRETE
 BY0152'CULVERT, 54 FEET EAST OF AND 6.0 FEET HIGHER THAN THE CENTERLINE OF
 BY0152'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 BY0152'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1092 ***********************************************************************
 BY1092  DESIGNATION -  U 486
 BY1092  PID         -  BY1092
 BY1092  STATE/COUNTY-  TX/NACOGDOCHES
 BY1092  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1092
 BY1092                         *CURRENT SURVEY CONTROL
 BY1092  ___________________________________________________________________
 BY1092* NAD 83(1986)-  31 37 35.     (N)    094 39 28.     (W)     SCALED    
 BY1092* NAVD 88     -        93.288  (meters)     306.06   (feet)  ADJUSTED  
 BY1092  ___________________________________________________________________
 BY1092  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BY1092  DYNAMIC HT  -          93.173 (meters)     305.69  (feet)  COMP
 BY1092  MODELED GRAV-     979,403.5   (mgal)                       NAVD 88
 BY1092
 BY1092  VERT ORDER  -  FIRST     CLASS II
 BY1092
 BY1092.The horizontal coordinates were scaled from a topographic map and have
 BY1092.an estimated accuracy of +/- 6 seconds.
 BY1092
 BY1092.The orthometric height was determined by differential leveling
 BY1092.and adjusted by the National Geodetic Survey in June 1991..
 BY1092
 BY1092.The geoid height was determined by GEOID03.
 BY1092
 BY1092.The dynamic height is computed by dividing the NAVD 88
 BY1092.geopotential number by the normal gravity value computed on the
 BY1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1092.degrees latitude (g = 980.6199 gals.).
 BY1092
 BY1092.The modeled gravity was interpolated from observed gravity values.
 BY1092
 BY1092;                    North         East    Units  Estimated Accuracy
 BY1092;SPC TX C     - 3,230,980.    1,238,200.      MT  (+/- 180 meters Scaled)
 BY1092
 BY1092                          SUPERSEDED SURVEY CONTROL
 BY1092
 BY1092  NGVD 29 (??/??/92)   93.372  (m)          306.34   (f) ADJ UNCH    1 2
 BY1092
 BY1092.Superseded values are not recommended for survey control.
 BY1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1092.See file dsdata.txt to determine how the superseded data were derived.
 BY1092
 BY1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR427002(NAD 83)
 BY1092_MARKER: DB = BENCH MARK DISK
 BY1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1092_STAMPING: U 486 1949
 BY1092_PROJECTION: PROJECTING 5 CENTIMETERS
 BY1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1092+STABILITY: SURFACE MOTION
 BY1092
 BY1092  HISTORY     - Date     Condition        Report By
 BY1092  HISTORY     - 1949     MONUMENTED       CGS
 BY1092  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1092  HISTORY     - 1979     GOOD             NGS
 BY1092
 BY1092                          STATION DESCRIPTION
 BY1092
 BY1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1092'1.5 MI N FROM NACOGDOCHES.
 BY1092'1.5 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1092'STATION AT NACOGDOCHES, ABOUT MIDWAY BETWEEN MILEPOSTS 139 AND 140, 16
 BY1092'RAILS SOUTH OF RAILWAY BRIDGE 139.74, 10 RAILS NORTH OF A YARD LIMIT
 BY1092'SIGNPOST, 49.0 FEET EAST OF THE EAST RAIL OF THE TRACK, 2.0 FEET SOUTH
 BY1092'OF A REFERENCE POST, 1.5 FEET EAST OF A RIGHT-OF-WAY FENCE, AND SET IN
 BY1092'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY1092
 BY1092                          STATION RECOVERY (1977)
 BY1092
 BY1092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1092'MARK NOT FOUND.
 BY1092
 BY1092                          STATION RECOVERY (1979)
 BY1092
 BY1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1092'1.5 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 BY1092'IN NACOGDOCHES, 0.4 MILE SOUTH OF MILEPOST 140, FOUR AND ONE FOURTH
 BY1092'POLES SOUTH OF RAILROAD BRIDGE 139.74, 49.0 FT. EAST OF THE EAST RAIL
 BY1092'OF THE TRACK, 1.5 FT. EAST OF A RIGHT-OF-WAY FENCE.
 BY1092'THE MARK IS 2 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0133 ***********************************************************************
 BY0133  DESIGNATION -  U 487
 BY0133  PID         -  BY0133
 BY0133  STATE/COUNTY-  TX/SHELBY
 BY0133  USGS QUAD   -  ARCADIA (1984)
 BY0133
 BY0133                         *CURRENT SURVEY CONTROL
 BY0133  ___________________________________________________________________
 BY0133* NAD 83(1986)-  31 49 37.     (N)    094 17 06.     (W)     SCALED    
 BY0133* NAVD 88     -       118.08   (+/-2cm)     387.4    (feet)  VERTCON   
 BY0133  ___________________________________________________________________
 BY0133  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY0133
 BY0133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0133
 BY0133.The horizontal coordinates were scaled from a topographic map and have
 BY0133.an estimated accuracy of +/- 6 seconds.
 BY0133
 BY0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0133.The vertical order pertains to the NGVD 29 superseded value.
 BY0133
 BY0133.The geoid height was determined by GEOID03.
 BY0133
 BY0133;                    North         East    Units  Estimated Accuracy
 BY0133;SPC TX C     - 3,255,050.    1,272,310.      MT  (+/- 180 meters Scaled)
 BY0133
 BY0133                          SUPERSEDED SURVEY CONTROL
 BY0133
 BY0133  NGVD 29 (??/??/92)  118.101  (m)          387.47   (f) ADJ UNCH    2 0
 BY0133
 BY0133.Superseded values are not recommended for survey control.
 BY0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0133.See file dsdata.txt to determine how the superseded data were derived.
 BY0133
 BY0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR783219(NAD 83)
 BY0133_MARKER: DB = BENCH MARK DISK
 BY0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0133_STAMPING: U 487 1949
 BY0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0133+STABILITY: SURFACE MOTION
 BY0133
 BY0133  HISTORY     - Date     Condition        Report By
 BY0133  HISTORY     - 1949     MONUMENTED       CGS
 BY0133
 BY0133                          STATION DESCRIPTION
 BY0133
 BY0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0133'7.05 MI W FROM CENTER.
 BY0133'1.25 MILES NORTH ALONG U. S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0133'COURTHOUSE AT CENTER, THENCE 5.8 MILES WEST ALONG STATE HIGHWAY 87,
 BY0133'0.5 MILE EAST OF ROAD INTERSECTION AND HAYNES STORE, 0.25 MILE EAST OF
 BY0133'A BRIDGE, 0.1 MILE WEST OF THE TOP OF A RIDGE, 102.4 FEET SOUTH
 BY0133'SOUTHWEST OF THE SOUTHWEST CORNER OF WHITE FRAME HOME OF ASIA JONES,
 BY0133'78.0 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 54.0 FEET NORTH OF
 BY0133'THE CENTER LINE OF THE HIGHWAY, 3.7 FEET NORTH OF CORNER IN
 BY0133'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE
 BY0133'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0509 ***********************************************************************
 BY0509  DESIGNATION -  U 488
 BY0509  PID         -  BY0509
 BY0509  STATE/COUNTY-  TX/ANGELINA
 BY0509  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0509
 BY0509                         *CURRENT SURVEY CONTROL
 BY0509  ___________________________________________________________________
 BY0509* NAD 83(1986)-  31 16 44.     (N)    094 28 04.     (W)     SCALED    
 BY0509* NAVD 88     -        72.32   (+/-2cm)     237.3    (feet)  VERTCON   
 BY0509  ___________________________________________________________________
 BY0509  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BY0509
 BY0509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0509
 BY0509.The horizontal coordinates were scaled from a topographic map and have
 BY0509.an estimated accuracy of +/- 6 seconds.
 BY0509
 BY0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0509.The vertical order pertains to the NGVD 29 superseded value.
 BY0509
 BY0509.The geoid height was determined by GEOID03.
 BY0509
 BY0509;                    North         East    Units  Estimated Accuracy
 BY0509;SPC TX C     - 3,193,450.    1,258,230.      MT  (+/- 180 meters Scaled)
 BY0509
 BY0509                          SUPERSEDED SURVEY CONTROL
 BY0509
 BY0509  NGVD 29 (??/??/92)   72.360  (m)          237.40   (f) ADJ UNCH    2 0
 BY0509
 BY0509.Superseded values are not recommended for survey control.
 BY0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0509.See file dsdata.txt to determine how the superseded data were derived.
 BY0509
 BY0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ602614(NAD 83)
 BY0509_MARKER: DB = BENCH MARK DISK
 BY0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0509_STAMPING: U 488 1949
 BY0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0509+STABILITY: SURFACE MOTION
 BY0509
 BY0509  HISTORY     - Date     Condition        Report By
 BY0509  HISTORY     - 1949     MONUMENTED       CGS
 BY0509
 BY0509                          STATION DESCRIPTION
 BY0509
 BY0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0509'2.5 MI W FROM ORA.
 BY0509'2.5 MILES WEST ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT
 BY0509'ORA, AT THE C.J. JOHNSON FARM HOME, 95.0 FEET SOUTHWEST OF THE
 BY0509'SOUTHWEST CORNER OF THE HOUSE, 65.0 FEET SOUTHWEST OF A 14-INCH CEDAR
 BY0509'TREE, 44.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13.0 FEET
 BY0509'NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVE, 1.6 FEET NORTHEAST OF
 BY0509'A REFERENCE POST, 1.0 FOOT SOUTHEAST OF A FENCE, AND SET IN THE TOP OF
 BY0509'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0921 ***********************************************************************
 BY0921  DESIGNATION -  U 489
 BY0921  PID         -  BY0921
 BY0921  STATE/COUNTY-  TX/ANGELINA
 BY0921  USGS QUAD   -  MANNING (1980)
 BY0921
 BY0921                         *CURRENT SURVEY CONTROL
 BY0921  ___________________________________________________________________
 BY0921* NAD 83(1986)-  31 08 06.     (N)    094 33 53.     (W)     SCALED    
 BY0921* NAVD 88     -        82.48   (+/-2cm)     270.6    (feet)  VERTCON   
 BY0921  ___________________________________________________________________
 BY0921  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BY0921
 BY0921  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0921
 BY0921.The horizontal coordinates were scaled from a topographic map and have
 BY0921.an estimated accuracy of +/- 6 seconds.
 BY0921
 BY0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0921.The vertical order pertains to the NGVD 29 superseded value.
 BY0921
 BY0921.The geoid height was determined by GEOID03.
 BY0921
 BY0921;                    North         East    Units  Estimated Accuracy
 BY0921;SPC TX C     - 3,177,030.    1,249,840.      MT  (+/- 180 meters Scaled)
 BY0921
 BY0921                          SUPERSEDED SURVEY CONTROL
 BY0921
 BY0921  NGVD 29 (??/??/92)   82.504  (m)          270.68   (f) ADJ UNCH    2 0
 BY0921
 BY0921.Superseded values are not recommended for survey control.
 BY0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0921.See file dsdata.txt to determine how the superseded data were derived.
 BY0921
 BY0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ508456(NAD 83)
 BY0921_MARKER: DB = BENCH MARK DISK
 BY0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0921_STAMPING: U 489 1949
 BY0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0921+STABILITY: SURFACE MOTION
 BY0921
 BY0921  HISTORY     - Date     Condition        Report By
 BY0921  HISTORY     - 1949     MONUMENTED       CGS
 BY0921
 BY0921                          STATION DESCRIPTION
 BY0921
 BY0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0921'4.6 MI W FROM SHAWNEE PRAIRIE.
 BY0921'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0921'SHAWNEE PRAIRIE, THENCE 1.7 MILES WEST ALONG A GRADED DIRT ROAD, 0.25
 BY0921'MILE WEST OF A CATTLE GUARD AND A T ROAD LEADING NORTH, 38.0 FEET
 BY0921'SOUTH OF THE CENTER LINE OF THE ROAD, 22.2 FEET NORTH OF A 20-INCH OAK
 BY0921'TREE, 20.0 FEET SOUTHWEST OF AN 18-INCH PINE TREE, 1.8 FEET EAST OF A
 BY0921'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 BY0921'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0933 ***********************************************************************
 BY0933  DESIGNATION -  U 490
 BY0933  PID         -  BY0933
 BY0933  STATE/COUNTY-  TX/ANGELINA
 BY0933  USGS QUAD   -  WOLF HILL (1980)
 BY0933
 BY0933                         *CURRENT SURVEY CONTROL
 BY0933  ___________________________________________________________________
 BY0933* NAD 83(1986)-  31 07 04.     (N)    094 33 34.     (W)     SCALED    
 BY0933* NAVD 88     -        86.82   (+/-2cm)     284.8    (feet)  VERTCON   
 BY0933  ___________________________________________________________________
 BY0933  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BY0933
 BY0933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0933
 BY0933.The horizontal coordinates were scaled from a topographic map and have
 BY0933.an estimated accuracy of +/- 6 seconds.
 BY0933
 BY0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0933.The vertical order pertains to the NGVD 29 superseded value.
 BY0933
 BY0933.The geoid height was determined by GEOID03.
 BY0933
 BY0933;                    North         East    Units  Estimated Accuracy
 BY0933;SPC TX C     - 3,175,150.    1,250,440.      MT  (+/- 180 meters Scaled)
 BY0933
 BY0933                          SUPERSEDED SURVEY CONTROL
 BY0933
 BY0933  NGVD 29 (??/??/92)   86.848  (m)          284.93   (f) ADJ UNCH    2 0
 BY0933
 BY0933.Superseded values are not recommended for survey control.
 BY0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0933.See file dsdata.txt to determine how the superseded data were derived.
 BY0933
 BY0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ513437(NAD 83)
 BY0933_MARKER: DB = BENCH MARK DISK
 BY0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0933_STAMPING: U 490 1949
 BY0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0933+STABILITY: SURFACE MOTION
 BY0933
 BY0933  HISTORY     - Date     Condition        Report By
 BY0933  HISTORY     - 1949     MONUMENTED       CGS
 BY0933
 BY0933                          STATION DESCRIPTION
 BY0933
 BY0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0933'5.15 MI NW FROM SHAWNEE PRAIRIE.
 BY0933'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0933'SHAWNEE PRAIRIE, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 BY0933'1.25 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, AT A ROAD JUNCTION,
 BY0933'69.0 FEET NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF A
 BY0933'NORTHEAST-SOUTHWEST ROAD AND A ROAD LEADING EAST, 48.0 FEET NORTHWEST
 BY0933'OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 23.4 FEET
 BY0933'SOUTHWEST OF A 12-INCH GUM TREE, 11.5 FEET SOUTHEAST OF A 12-INCH PINE
 BY0933'TREE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0933'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND. NOTE-- THIS BENCH
 BY0933'MARK IS 0.6 MILE WEST OF BENCH MARK T 490.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0589 ***********************************************************************
 BY0589  DESIGNATION -  U 491
 BY0589  PID         -  BY0589
 BY0589  STATE/COUNTY-  TX/ANGELINA
 BY0589  USGS QUAD   -  ROCKLAND (1984)
 BY0589
 BY0589                         *CURRENT SURVEY CONTROL
 BY0589  ___________________________________________________________________
 BY0589* NAD 83(1986)-  31 04 59.     (N)    094 24 47.     (W)     SCALED    
 BY0589* NAVD 88     -        49.90   (+/-2cm)     163.7    (feet)  VERTCON   
 BY0589  ___________________________________________________________________
 BY0589  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BY0589
 BY0589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0589
 BY0589.The horizontal coordinates were scaled from a topographic map and have
 BY0589.an estimated accuracy of +/- 6 seconds.
 BY0589
 BY0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0589.The vertical order pertains to the NGVD 29 superseded value.
 BY0589
 BY0589.The geoid height was determined by GEOID03.
 BY0589
 BY0589;                    North         East    Units  Estimated Accuracy
 BY0589;SPC TX C     - 3,172,040.    1,264,590.      MT  (+/- 180 meters Scaled)
 BY0589
 BY0589                          SUPERSEDED SURVEY CONTROL
 BY0589
 BY0589  NGVD 29 (??/??/92)   49.921  (m)          163.78   (f) ADJ UNCH    2 0
 BY0589
 BY0589.Superseded values are not recommended for survey control.
 BY0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0589.See file dsdata.txt to determine how the superseded data were derived.
 BY0589
 BY0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ652396(NAD 83)
 BY0589_MARKER: DB = BENCH MARK DISK
 BY0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0589_STAMPING: U 491 1949
 BY0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0589+STABILITY: SURFACE MOTION
 BY0589
 BY0589  HISTORY     - Date     Condition        Report By
 BY0589  HISTORY     - 1949     MONUMENTED       CGS
 BY0589  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0589
 BY0589                          STATION DESCRIPTION
 BY0589
 BY0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0589'6.15 MI SE FROM ZAVALLA.
 BY0589'5.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0589'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.15 MILES EAST
 BY0589'ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF JAMES M. RICHEY, 247.0
 BY0589'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 33.0 FEET NORTHEAST OF THE
 BY0589'NORTHEAST CORNER OF THE HOUSE, 30.2 FEET EAST OF THE CENTER LINE OF A
 BY0589'CONCRETE WALK LEADING TO THE HOUSE, 10.0 FEET WEST OF THE CENTER LINE
 BY0589'OF AN IRON FRAME GATE, 1.0 FOOT NORTH OF THE FRONT YARD FENCE, 1.4
 BY0589'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0589'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 BY0589
 BY0589                          STATION RECOVERY (1979)
 BY0589
 BY0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0545 ***********************************************************************
 BY0545  DESIGNATION -  U 492
 BY0545  PID         -  BY0545
 BY0545  STATE/COUNTY-  TX/ANGELINA
 BY0545  USGS QUAD   -  EBENEZER (1984)
 BY0545
 BY0545                         *CURRENT SURVEY CONTROL
 BY0545  ___________________________________________________________________
 BY0545* NAD 83(1986)-  31 07 02.     (N)    094 14 05.     (W)     SCALED    
 BY0545* NAVD 88     -        49.43   (+/-2cm)     162.2    (feet)  VERTCON   
 BY0545  ___________________________________________________________________
 BY0545  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BY0545
 BY0545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0545
 BY0545.The horizontal coordinates were scaled from a topographic map and have
 BY0545.an estimated accuracy of +/- 6 seconds.
 BY0545
 BY0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0545.The vertical order pertains to the NGVD 29 superseded value.
 BY0545
 BY0545.The geoid height was determined by GEOID03.
 BY0545
 BY0545;                    North         East    Units  Estimated Accuracy
 BY0545;SPC TX C     - 3,176,740.    1,281,370.      MT  (+/- 180 meters Scaled)
 BY0545
 BY0545                          SUPERSEDED SURVEY CONTROL
 BY0545
 BY0545  NGVD 29 (??/??/92)   49.445  (m)          162.22   (f) ADJ UNCH    2 0
 BY0545
 BY0545.Superseded values are not recommended for survey control.
 BY0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0545.See file dsdata.txt to determine how the superseded data were derived.
 BY0545
 BY0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ822432(NAD 83)
 BY0545_MARKER: DB = BENCH MARK DISK
 BY0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0545_STAMPING: U 492 1949
 BY0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0545+STABILITY: SURFACE MOTION
 BY0545
 BY0545  HISTORY     - Date     Condition        Report By
 BY0545  HISTORY     - 1949     MONUMENTED       CGS
 BY0545  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0545
 BY0545                          STATION DESCRIPTION
 BY0545
 BY0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0545'12.4 MI E FROM ZAVALLA.
 BY0545'12.4 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0545'RAILROAD STATION AT ZAVALLA, AT THE W.E. BROWN FARM HOME, 235.0 FEET
 BY0545'EAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 55.0 FEET NORTH OF THE
 BY0545'CENTER LINE OF STATE HIGHWAY 63, 20.0 FEET SOUTH OF A FENCE, 1.3 FEET
 BY0545'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0545'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0545
 BY0545                          STATION RECOVERY (1979)
 BY0545
 BY0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0482 ***********************************************************************
 BY0482  DESIGNATION -  U 493
 BY0482  PID         -  BY0482
 BY0482  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0482  USGS QUAD   -  BROADDUS (1984)
 BY0482
 BY0482                         *CURRENT SURVEY CONTROL
 BY0482  ___________________________________________________________________
 BY0482* NAD 83(1986)-  31 18 25.     (N)    094 16 10.     (W)     SCALED    
 BY0482* NAVD 88     -        79.40   (+/-2cm)     260.5    (feet)  VERTCON   
 BY0482  ___________________________________________________________________
 BY0482  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BY0482
 BY0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0482
 BY0482.The horizontal coordinates were scaled from a topographic map and have
 BY0482.an estimated accuracy of +/- 6 seconds.
 BY0482
 BY0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0482.The vertical order pertains to the NGVD 29 superseded value.
 BY0482
 BY0482.The geoid height was determined by GEOID03.
 BY0482
 BY0482;                    North         East    Units  Estimated Accuracy
 BY0482;SPC TX C     - 3,197,560.    1,276,920.      MT  (+/- 180 meters Scaled)
 BY0482
 BY0482                          SUPERSEDED SURVEY CONTROL
 BY0482
 BY0482  NGVD 29 (??/??/92)   79.422  (m)          260.57   (f) ADJ UNCH    2 0
 BY0482
 BY0482.Superseded values are not recommended for survey control.
 BY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0482.See file dsdata.txt to determine how the superseded data were derived.
 BY0482
 BY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ791643(NAD 83)
 BY0482_MARKER: DB = BENCH MARK DISK
 BY0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0482_STAMPING: U 493 1949
 BY0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0482+STABILITY: SURFACE MOTION
 BY0482
 BY0482  HISTORY     - Date     Condition        Report By
 BY0482  HISTORY     - 1949     MONUMENTED       CGS
 BY0482
 BY0482                          STATION DESCRIPTION
 BY0482
 BY0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0482'IN BROADDUS.
 BY0482'AT BROADDUS, AT THE JUNCTION OF ANGELINA NATIONAL FOREST ROAD 315 AND
 BY0482'STATE HIGHWAY 147, 130.0 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 BY0482'147, 34.0 FEET SOUTHWEST OF THE CENTER LINE OF ANGELINA NATIONAL
 BY0482'FOREST ROAD 315, 36.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BY0482'CLIFTON MATHEWS GROCERY AND MARKET, 4.4 FEET SOUTH OF A POWER POLE,
 BY0482'1.6 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BY0482'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0332 ***********************************************************************
 BY0332  DESIGNATION -  U 494
 BY0332  PID         -  BY0332
 BY0332  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0332  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0332
 BY0332                         *CURRENT SURVEY CONTROL
 BY0332  ___________________________________________________________________
 BY0332* NAD 83(1986)-  31 25 14.     (N)    094 17 20.     (W)     SCALED    
 BY0332* NAVD 88     -        82.22   (+/-2cm)     269.8    (feet)  VERTCON   
 BY0332  ___________________________________________________________________
 BY0332  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0332
 BY0332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0332
 BY0332.The horizontal coordinates were scaled from a topographic map and have
 BY0332.an estimated accuracy of +/- 6 seconds.
 BY0332
 BY0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0332.The vertical order pertains to the NGVD 29 superseded value.
 BY0332
 BY0332.The geoid height was determined by GEOID03.
 BY0332
 BY0332;                    North         East    Units  Estimated Accuracy
 BY0332;SPC TX C     - 3,210,040.    1,274,390.      MT  (+/- 180 meters Scaled)
 BY0332
 BY0332                          SUPERSEDED SURVEY CONTROL
 BY0332
 BY0332  NGVD 29 (??/??/92)   82.259  (m)          269.88   (f) ADJ UNCH    2 0
 BY0332
 BY0332.Superseded values are not recommended for survey control.
 BY0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0332.See file dsdata.txt to determine how the superseded data were derived.
 BY0332
 BY0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ774769(NAD 83)
 BY0332_MARKER: DB = BENCH MARK DISK
 BY0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0332_STAMPING: U 494 1949
 BY0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0332+STABILITY: SURFACE MOTION
 BY0332
 BY0332  HISTORY     - Date     Condition        Report By
 BY0332  HISTORY     - 1949     MONUMENTED       CGS
 BY0332  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0332
 BY0332                          STATION DESCRIPTION
 BY0332
 BY0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0332'10.1 MI SE FROM CHIRENO.
 BY0332'3.5 MILES EAST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH THE
 BY0332'BUSINESS ROUTE OF STATE HIGHWAY 21 AT CHIRENO, THENCE 6.6 MILES SOUTH
 BY0332'ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH A DIRT ROAD LEADING
 BY0332'NORTHEAST, AT THE FARM HOME OF W.E. EBERLAN, 87 FEET NORTHEAST OF THE
 BY0332'NORTHEAST CORNER OF THE HOUSE, 41 FEET WEST OF THE CENTER LINE OF A
 BY0332'NORTH AND SOUTH ROAD, 25 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 BY0332'A ROAD LEADING NORTHEAST, 23 FEET NORTHWEST OF THE CENTER LINE OF A
 BY0332'PRIVATE DRIVEWAY, 1.6 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 BY0332'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY0332
 BY0332                          STATION RECOVERY (1998)
 BY0332
 BY0332'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0681 ***********************************************************************
 AY0681  DESIGNATION -  U 495
 AY0681  PID         -  AY0681
 AY0681  STATE/COUNTY-  TX/BEXAR
 AY0681  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0681
 AY0681                         *CURRENT SURVEY CONTROL
 AY0681  ___________________________________________________________________
 AY0681* NAD 83(1986)-  29 26 54.     (N)    098 36 48.     (W)     SCALED    
 AY0681* NAVD 88     -       257.405  (meters)     844.50   (feet)  ADJUSTED  
 AY0681  ___________________________________________________________________
 AY0681  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AY0681  DYNAMIC HT  -         257.031 (meters)     843.28  (feet)  COMP
 AY0681  MODELED GRAV-     979,182.6   (mgal)                       NAVD 88
 AY0681
 AY0681  VERT ORDER  -  FIRST     CLASS II
 AY0681
 AY0681.The horizontal coordinates were scaled from a topographic map and have
 AY0681.an estimated accuracy of +/- 6 seconds.
 AY0681
 AY0681.The orthometric height was determined by differential leveling
 AY0681.and adjusted by the National Geodetic Survey in June 1991..
 AY0681.WARNING-Repeat measurements at this control monument indicate possible
 AY0681.vertical movement.
 AY0681
 AY0681.The geoid height was determined by GEOID03.
 AY0681
 AY0681.The dynamic height is computed by dividing the NAVD 88
 AY0681.geopotential number by the normal gravity value computed on the
 AY0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0681.degrees latitude (g = 980.6199 gals.).
 AY0681
 AY0681.The modeled gravity was interpolated from observed gravity values.
 AY0681
 AY0681;                    North         East    Units  Estimated Accuracy
 AY0681;SPC TXSC     - 4,179,050.      637,510.      MT  (+/- 180 meters Scaled)
 AY0681
 AY0681                          SUPERSEDED SURVEY CONTROL
 AY0681
 AY0681  NGVD 29 (??/??/92)  257.289  (m)          844.12   (f) ADJ UNCH    1 2
 AY0681
 AY0681.Superseded values are not recommended for survey control.
 AY0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0681.See file dsdata.txt to determine how the superseded data were derived.
 AY0681
 AY0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT374577(NAD 83)
 AY0681_MARKER: DB = BENCH MARK DISK
 AY0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0681_STAMPING: U 495 1952
 AY0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0681+STABILITY: SURFACE MOTION
 AY0681
 AY0681  HISTORY     - Date     Condition        Report By
 AY0681  HISTORY     - 1952     MONUMENTED       CGS
 AY0681  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0681  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0681
 AY0681                          STATION DESCRIPTION
 AY0681
 AY0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0681'IN SAN ANTONIO.
 AY0681'AT SAN ANTONIO, 0.5 MILE NORTHWEST ALONG CULEBRA ROAD FROM ITS
 AY0681'JUNCTION WITH CALLAGHAN ROAD, THENCE 0.3 MILE SOUTH ALONG A PRIVATE
 AY0681'ROAD, AT A JUNCTION WITH A ROAD LEADING WEST, 152 FEET SOUTH OF THE
 AY0681'NORTHWEST CORNER OF A SMALL WHITE HOUSE, 30 FEET EAST OF THE CENTER
 AY0681'LINE OF A NORTH AND SOUTH ROAD, 46 FEET SOUTH OF THE EXTENDED CENTER
 AY0681'LINE OF A ROAD LEADING WEST, 3.6 FEET NORTH OF A POWER POLE, SET IN
 AY0681'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0681
 AY0681                          STATION RECOVERY (1967)
 AY0681
 AY0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0681'MARK NOT FOUND.
 AY0681
 AY0681                          STATION RECOVERY (1995)
 AY0681
 AY0681'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0992 ***********************************************************************
 AY0992  DESIGNATION -  U 496
 AY0992  PID         -  AY0992
 AY0992  STATE/COUNTY-  TX/BEXAR
 AY0992  USGS QUAD   -  CASTLE HILLS (1992)
 AY0992
 AY0992                         *CURRENT SURVEY CONTROL
 AY0992  ___________________________________________________________________
 AY0992* NAD 83(1986)-  29 33 14.     (N)    098 34 07.     (W)     SCALED    
 AY0992* NAVD 88     -       281.028  (meters)     922.01   (feet)  POSTED    
 AY0992  ___________________________________________________________________
 AY0992  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AY0992  DYNAMIC HT  -         280.620 (meters)     920.67  (feet)  COMP
 AY0992  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 AY0992
 AY0992  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0992
 AY0992.The horizontal coordinates were scaled from a topographic map and have
 AY0992.an estimated accuracy of +/- 6 seconds.
 AY0992
 AY0992.The orthometric height was determined by differential leveling
 AY0992.and adjusted by the National Geodetic Survey in 1992..
 AY0992.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0992.rate of 0.0 thru 1.0 mm/km.
 AY0992
 AY0992.The geoid height was determined by GEOID03.
 AY0992
 AY0992.The dynamic height is computed by dividing the NAVD 88
 AY0992.geopotential number by the normal gravity value computed on the
 AY0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0992.degrees latitude (g = 980.6199 gals.).
 AY0992
 AY0992.The modeled gravity was interpolated from observed gravity values.
 AY0992
 AY0992;                    North         East    Units  Estimated Accuracy
 AY0992;SPC TXSC     - 4,190,760.      641,800.      MT  (+/- 180 meters Scaled)
 AY0992
 AY0992                          SUPERSEDED SURVEY CONTROL
 AY0992
 AY0992  NGVD 29 (??/??/92)  280.906  (m)          921.61   (f) ADJ UNCH    1 2
 AY0992
 AY0992.Superseded values are not recommended for survey control.
 AY0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0992.See file dsdata.txt to determine how the superseded data were derived.
 AY0992
 AY0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT417694(NAD 83)
 AY0992_MARKER: DB = BENCH MARK DISK
 AY0992_SETTING: 66 = SET IN ROCK OUTCROP
 AY0992_SP_SET: ROCK OUTCROP
 AY0992_STAMPING: U 496 1952
 AY0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0992+STABILITY: POSITION/ELEVATION WELL
 AY0992
 AY0992  HISTORY     - Date     Condition        Report By
 AY0992  HISTORY     - 1952     MONUMENTED       CGS
 AY0992  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0992  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0992  HISTORY     - 19991117 MARK NOT FOUND   USPSQD
 AY0992
 AY0992                          STATION DESCRIPTION
 AY0992
 AY0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0992'IN SAN ANTONIO.
 AY0992'AT SAN ANTONIO, 1.0 MILE NORTHEAST ALONG HUEBNER ROAD FROM ITS
 AY0992'JUNCTION WITH U.S. HIGHWAY 87 (FREDERICKSBURG ROAD), 0.2 MILE
 AY0992'SOUTHWEST OF A RAILROAD CROSSING, 39 FEET NORTHWEST OF THE CENTER LINE
 AY0992'OF HUEBNER ROAD, 17 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF A
 AY0992'ROAD LEADING SOUTHEAST, 8.5 FEET NORTHWEST OF A POWER POLE, 0.2 FOOT
 AY0992'ABOVE THE GROUND, SET IN THE TOP OF A LIMESTONE ROCK.
 AY0992
 AY0992                          STATION RECOVERY (1989)
 AY0992
 AY0992'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0992'MARK NOT FOUND.
 AY0992
 AY0992                          STATION RECOVERY (1990)
 AY0992
 AY0992'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0992'MARK NOT FOUND.
 AY0992
 AY0992                          STATION RECOVERY (1999)
 AY0992
 AY0992'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0399 ***********************************************************************
 AY0399  DESIGNATION -  U 498
 AY0399  PID         -  AY0399
 AY0399  STATE/COUNTY-  TX/BEXAR
 AY0399  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0399
 AY0399                         *CURRENT SURVEY CONTROL
 AY0399  ___________________________________________________________________
 AY0399* NAD 83(1986)-  29 24 30.     (N)    098 24 18.     (W)     SCALED    
 AY0399* NAVD 88     -       197.306  (meters)     647.33   (feet)  ADJUSTED  
 AY0399  ___________________________________________________________________
 AY0399  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0399  DYNAMIC HT  -         197.018 (meters)     646.38  (feet)  COMP
 AY0399  MODELED GRAV-     979,182.6   (mgal)                       NAVD 88
 AY0399
 AY0399  VERT ORDER  -  FIRST     CLASS II
 AY0399
 AY0399.The horizontal coordinates were scaled from a topographic map and have
 AY0399.an estimated accuracy of +/- 6 seconds.
 AY0399
 AY0399.The orthometric height was determined by differential leveling
 AY0399.and adjusted by the National Geodetic Survey in June 1991..
 AY0399
 AY0399.The geoid height was determined by GEOID03.
 AY0399
 AY0399.The dynamic height is computed by dividing the NAVD 88
 AY0399.geopotential number by the normal gravity value computed on the
 AY0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0399.degrees latitude (g = 980.6199 gals.).
 AY0399
 AY0399.The modeled gravity was interpolated from observed gravity values.
 AY0399
 AY0399;                    North         East    Units  Estimated Accuracy
 AY0399;SPC TXSC     - 4,174,700.      657,740.      MT  (+/- 180 meters Scaled)
 AY0399
 AY0399                          SUPERSEDED SURVEY CONTROL
 AY0399
 AY0399  NGVD 29 (??/??/92)  197.21   (m)          647.0    (f) COMPUTED    1 2
 AY0399
 AY0399.Superseded values are not recommended for survey control.
 AY0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0399.See file dsdata.txt to determine how the superseded data were derived.
 AY0399
 AY0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT577533(NAD 83)
 AY0399_MARKER: DB = BENCH MARK DISK
 AY0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0399_STAMPING: U 498 1953
 AY0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0399+STABILITY: SURFACE MOTION
 AY0399
 AY0399  HISTORY     - Date     Condition        Report By
 AY0399  HISTORY     - 1953     MONUMENTED       CGS
 AY0399  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 AY0399  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0399
 AY0399                          STATION DESCRIPTION
 AY0399
 AY0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0399'IN SAN ANTONIO.
 AY0399'AT SAN ANTONIO, 1.5 MILES SOUTH ALONG LOOP 13 FROM ITS INTERSECTION
 AY0399'WITH U.S. HIGHWAY 90 (EAST COMMERCE STREET), 149 FEET SOUTH OF THE
 AY0399'CENTER LINE OF RICE ROAD, 48 FEET EAST OF THE CENTER LINE OF LOOP 13,
 AY0399'83 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE DAVEY CROCKETT DRIVE
 AY0399'INN, 2.6 FEET WEST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET
 AY0399'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AY0399'GROUND. NOTE-- MAY BE PAVED OVER.
 AY0399
 AY0399                          STATION RECOVERY (1959)
 AY0399
 AY0399'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AY0399'MARK NOT FOUND.
 AY0399
 AY0399                          STATION RECOVERY (1995)
 AY0399
 AY0399'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0351 ***********************************************************************
 AY0351  DESIGNATION -  U 499
 AY0351  PID         -  AY0351
 AY0351  STATE/COUNTY-  TX/BEXAR
 AY0351  USGS QUAD   -  MARTINEZ (1992)
 AY0351
 AY0351                         *CURRENT SURVEY CONTROL
 AY0351  ___________________________________________________________________
 AY0351* NAD 83(1986)-  29 25 29.     (N)    098 21 38.     (W)     SCALED    
 AY0351* NAVD 88     -       197.434  (meters)     647.75   (feet)  ADJUSTED  
 AY0351  ___________________________________________________________________
 AY0351  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AY0351  DYNAMIC HT  -         197.147 (meters)     646.81  (feet)  COMP
 AY0351  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 AY0351
 AY0351  VERT ORDER  -  FIRST     CLASS II
 AY0351
 AY0351.The horizontal coordinates were scaled from a topographic map and have
 AY0351.an estimated accuracy of +/- 6 seconds.
 AY0351
 AY0351.The orthometric height was determined by differential leveling
 AY0351.and adjusted by the National Geodetic Survey in June 1991..
 AY0351
 AY0351.The geoid height was determined by GEOID03.
 AY0351
 AY0351.The dynamic height is computed by dividing the NAVD 88
 AY0351.geopotential number by the normal gravity value computed on the
 AY0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0351.degrees latitude (g = 980.6199 gals.).
 AY0351
 AY0351.The modeled gravity was interpolated from observed gravity values.
 AY0351
 AY0351;                    North         East    Units  Estimated Accuracy
 AY0351;SPC TXSC     - 4,176,540.      662,040.      MT  (+/- 180 meters Scaled)
 AY0351
 AY0351                          SUPERSEDED SURVEY CONTROL
 AY0351
 AY0351  NGVD 29 (??/??/92)  197.334  (m)          647.42   (f) ADJ UNCH    1 2
 AY0351
 AY0351.Superseded values are not recommended for survey control.
 AY0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0351.See file dsdata.txt to determine how the superseded data were derived.
 AY0351
 AY0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT620552(NAD 83)
 AY0351_MARKER: DB = BENCH MARK DISK
 AY0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0351_SP_SET: BANNISTER
 AY0351_STAMPING: U 499 1953
 AY0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0351
 AY0351  HISTORY     - Date     Condition        Report By
 AY0351  HISTORY     - 1953     MONUMENTED       CGS
 AY0351  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0351  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0351
 AY0351                          STATION DESCRIPTION
 AY0351
 AY0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0351'8.0 MI NW FROM ADKINS.
 AY0351'8.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0351'STATION AT ADKINS, 44 FEET NORTH OF THE NORTH RAIL, 13 FEET EAST OF
 AY0351'THE CENTER LINE OF FOSTER ROAD, SET IN THE TOP OF THE SOUTH END OF THE
 AY0351'EAST CONCRETE BANNISTER OF A SMALL BRIDGE.
 AY0351
 AY0351                          STATION RECOVERY (1967)
 AY0351
 AY0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0351'MARK NOT FOUND.
 AY0351
 AY0351                          STATION RECOVERY (1999)
 AY0351
 AY0351'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0932 ***********************************************************************
 BZ0932  DESIGNATION -  U 50
 BZ0932  PID         -  BZ0932
 BZ0932  STATE/COUNTY-  TX/BELL
 BZ0932  USGS QUAD   -  KILLEEN (1995)
 BZ0932
 BZ0932                         *CURRENT SURVEY CONTROL
 BZ0932  ___________________________________________________________________
 BZ0932* NAD 83(1986)-  31 07 13.     (N)    097 43 57.     (W)     SCALED    
 BZ0932* NAVD 88     -       257.156  (meters)     843.69   (feet)  ADJUSTED  
 BZ0932  ___________________________________________________________________
 BZ0932  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BZ0932  DYNAMIC HT  -         256.811 (meters)     842.55  (feet)  COMP
 BZ0932  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 BZ0932
 BZ0932  VERT ORDER  -  FIRST     CLASS II
 BZ0932
 BZ0932.The horizontal coordinates were scaled from a topographic map and have
 BZ0932.an estimated accuracy of +/- 6 seconds.
 BZ0932
 BZ0932.The orthometric height was determined by differential leveling
 BZ0932.and adjusted by the National Geodetic Survey in June 1991..
 BZ0932
 BZ0932.The geoid height was determined by GEOID03.
 BZ0932
 BZ0932.The dynamic height is computed by dividing the NAVD 88
 BZ0932.geopotential number by the normal gravity value computed on the
 BZ0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0932.degrees latitude (g = 980.6199 gals.).
 BZ0932
 BZ0932.The modeled gravity was interpolated from observed gravity values.
 BZ0932
 BZ0932;                    North         East    Units  Estimated Accuracy
 BZ0932;SPC TX C     - 3,164,040.      948,030.      MT  (+/- 180 meters Scaled)
 BZ0932
 BZ0932                          SUPERSEDED SURVEY CONTROL
 BZ0932
 BZ0932  NGVD 29 (??/??/92)  257.075  (m)          843.42   (f) ADJ UNCH    1 2
 BZ0932
 BZ0932.Superseded values are not recommended for survey control.
 BZ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0932.See file dsdata.txt to determine how the superseded data were derived.
 BZ0932
 BZ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV208436(NAD 83)
 BZ0932_MARKER: DB = BENCH MARK DISK
 BZ0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0932_SP_SET: FOOTING
 BZ0932_STAMPING: U 50 1953
 BZ0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0932
 BZ0932  HISTORY     - Date     Condition        Report By
 BZ0932  HISTORY     - 1953     MONUMENTED       CGS
 BZ0932  HISTORY     - 1957     GOOD             DOD
 BZ0932  HISTORY     - 1976     GOOD
 BZ0932  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0932  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0932
 BZ0932                          STATION DESCRIPTION
 BZ0932
 BZ0932'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0932'0.3 MI W FROM KILLEEN.
 BZ0932'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0932'STATION AT KILLEEN, BELL COUNTY, AT THE CITY WATER TOWER, IN THE TOP
 BZ0932'OF THE SOUTH CORNER OF THE SOUTHEAST CONCRETE FOOTING OF THE SOUTHEAST
 BZ0932'LEG, AND 0.5 FOOT ABOVE THE GROUND.
 BZ0932
 BZ0932                          STATION RECOVERY (1976)
 BZ0932
 BZ0932'RECOVERED 1976
 BZ0932'RECOVERED IN GOOD CONDITION.
 BZ0932
 BZ0932                          STATION RECOVERY (1983)
 BZ0932
 BZ0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0932'THE CITY WATER TANK AND FOOTINGS HAVE BEEN REMOVED AND THE MARK SHOULD
 BZ0932'BE CONSIDERED DESTROYED.
 BZ0932
 BZ0932                          STATION RECOVERY (1995)
 BZ0932
 BZ0932'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0968 ***********************************************************************
 BY0968  DESIGNATION -  U 500
 BY0968  PID         -  BY0968
 BY0968  STATE/COUNTY-  TX/POLK
 BY0968  USGS QUAD   -  PLUCK (1980)
 BY0968
 BY0968                         *CURRENT SURVEY CONTROL
 BY0968  ___________________________________________________________________
 BY0968* NAD 83(1986)-  31 02 48.     (N)    094 44 06.     (W)     SCALED    
 BY0968* NAVD 88     -        56.72   (+/-2cm)     186.1    (feet)  VERTCON   
 BY0968  ___________________________________________________________________
 BY0968  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0968
 BY0968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0968
 BY0968.The horizontal coordinates were scaled from a topographic map and have
 BY0968.an estimated accuracy of +/- 6 seconds.
 BY0968
 BY0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0968.The vertical order pertains to the NGVD 29 superseded value.
 BY0968
 BY0968.The geoid height was determined by GEOID03.
 BY0968
 BY0968;                    North         East    Units  Estimated Accuracy
 BY0968;SPC TX C     - 3,166,420.    1,234,120.      MT  (+/- 180 meters Scaled)
 BY0968
 BY0968                          SUPERSEDED SURVEY CONTROL
 BY0968
 BY0968  NGVD 29 (??/??/92)   56.742  (m)          186.16   (f) ADJ UNCH    2 0
 BY0968
 BY0968.Superseded values are not recommended for survey control.
 BY0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0968.See file dsdata.txt to determine how the superseded data were derived.
 BY0968
 BY0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ344360(NAD 83)
 BY0968_MARKER: DB = BENCH MARK DISK
 BY0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0968_STAMPING: U 500 1949
 BY0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0968+STABILITY: SURFACE MOTION
 BY0968
 BY0968  HISTORY     - Date     Condition        Report By
 BY0968  HISTORY     - 1949     MONUMENTED       CGS
 BY0968  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0968
 BY0968                          STATION DESCRIPTION
 BY0968
 BY0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0968'2.6 MI N FROM PLUCK.
 BY0968'2.6 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, ABOUT
 BY0968'300.0 FEET SOUTH OF A SIDE ROAD LEADING NORTHEAST, AT THE SUMMIT OF A
 BY0968'HILL, 33.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 28.4 FEET WEST OF
 BY0968'THE SOUTHWEST CORNER OF THE LAUGHT LOVING FARMHOUSE, IN LINE WITH THE
 BY0968'SOUTH SIDE OF THE HOUSE, 20.3 FEET SOUTH OF THE CENTER LINE OF A GATE,
 BY0968'1.4 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN
 BY0968'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0968
 BY0968                          STATION RECOVERY (1997)
 BY0968
 BY0968'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0717 ***********************************************************************
 BL0717  DESIGNATION -  U 501
 BL0717  PID         -  BL0717
 BL0717  STATE/COUNTY-  TX/POLK
 BL0717  USGS QUAD   -  CAMDEN (1984)
 BL0717
 BL0717                         *CURRENT SURVEY CONTROL
 BL0717  ___________________________________________________________________
 BL0717* NAD 83(1986)-  30 54 00.     (N)    094 42 16.     (W)     SCALED    
 BL0717* NAVD 88     -        76.97   (+/-2cm)     252.5    (feet)  VERTCON   
 BL0717  ___________________________________________________________________
 BL0717  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL0717
 BL0717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0717
 BL0717.The horizontal coordinates were scaled from a topographic map and have
 BL0717.an estimated accuracy of +/- 6 seconds.
 BL0717
 BL0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0717.The vertical order pertains to the NGVD 29 superseded value.
 BL0717
 BL0717.The geoid height was determined by GEOID03.
 BL0717
 BL0717;                    North         East    Units  Estimated Accuracy
 BL0717;SPC TX C     - 3,150,330.    1,237,850.      MT  (+/- 180 meters Scaled)
 BL0717
 BL0717                          SUPERSEDED SURVEY CONTROL
 BL0717
 BL0717  NGVD 29 (??/??/92)   76.980  (m)          252.56   (f) ADJ UNCH    2 0
 BL0717
 BL0717.Superseded values are not recommended for survey control.
 BL0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0717.See file dsdata.txt to determine how the superseded data were derived.
 BL0717
 BL0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ371197(NAD 83)
 BL0717_MARKER: DB = BENCH MARK DISK
 BL0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0717_SP_SET: PILLAR
 BL0717_STAMPING: U 501 1949
 BL0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0717
 BL0717  HISTORY     - Date     Condition        Report By
 BL0717  HISTORY     - 1949     MONUMENTED       CGS
 BL0717  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0717
 BL0717                          STATION DESCRIPTION
 BL0717
 BL0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0717'2.1 MI SE FROM CAMDEN.
 BL0717'2.1 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0717'EXPRESS CO. OFFICE AT CAMDEN, SET ON THE NORTHEAST SIDE OF THE
 BL0717'NORTHWEST CONCRETE PILLAR OF A STEEL BRIDGE OVER DOBBS BRANCH, 7.0
 BL0717'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.7 FOOT EAST OF THE
 BL0717'NORTH CORNER OF THE STEEL BASE PLATE, ABOUT 1.0 FOOT BELOW ROAD LEVEL.
 BL0717
 BL0717                          STATION RECOVERY (1997)
 BL0717
 BL0717'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0683 ***********************************************************************
 BL0683  DESIGNATION -  U 503
 BL0683  PID         -  BL0683
 BL0683  STATE/COUNTY-  TX/TYLER
 BL0683  USGS QUAD   -  CHESTER (1984)
 BL0683
 BL0683                         *CURRENT SURVEY CONTROL
 BL0683  ___________________________________________________________________
 BL0683* NAD 83(1986)-  30 57 07.     (N)    094 30 42.     (W)     SCALED    
 BL0683* NAVD 88     -       102.18   (+/-2cm)     335.2    (feet)  VERTCON   
 BL0683  ___________________________________________________________________
 BL0683  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BL0683
 BL0683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0683
 BL0683.The horizontal coordinates were scaled from a topographic map and have
 BL0683.an estimated accuracy of +/- 6 seconds.
 BL0683
 BL0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0683.The vertical order pertains to the NGVD 29 superseded value.
 BL0683
 BL0683.The geoid height was determined by GEOID03.
 BL0683
 BL0683;                    North         East    Units  Estimated Accuracy
 BL0683;SPC TX C     - 3,157,030.    1,255,950.      MT  (+/- 180 meters Scaled)
 BL0683
 BL0683                          SUPERSEDED SURVEY CONTROL
 BL0683
 BL0683  NGVD 29 (??/??/92)  102.191  (m)          335.27   (f) ADJ UNCH    2 0
 BL0683
 BL0683.Superseded values are not recommended for survey control.
 BL0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0683.See file dsdata.txt to determine how the superseded data were derived.
 BL0683
 BL0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ556252(NAD 83)
 BL0683_MARKER: DB = BENCH MARK DISK
 BL0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0683_STAMPING: U 503 1949
 BL0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0683+STABILITY: SURFACE MOTION
 BL0683
 BL0683  HISTORY     - Date     Condition        Report By
 BL0683  HISTORY     - 1949     MONUMENTED       CGS
 BL0683  HISTORY     - 1977     GOOD             LOCENG
 BL0683
 BL0683                          STATION DESCRIPTION
 BL0683
 BL0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0683'6.85 MI NE FROM CHESTER.
 BL0683'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BL0683'THENCE 4.85 MILES EASTERLY ALONG A DIRT ROAD, 7.55 MILES NORTHWEST OF
 BL0683'COLMESNEIL, 0.8 MILE NORTHWEST OF BENCH MARK T 503 1949, 36.0 FEET
 BL0683'NORTH OF THE CENTER LINE OF THE ROAD, 18.0 FEET NORTHWEST OF AN 8-INCH
 BL0683'GUM WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 10.0 FEET
 BL0683'SOUTHEAST OF A 12-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE
 BL0683'OF THE TREE, 13.0 FEET NORTHEAST OF AN 18 INCH OAK WITH A TRIANGULAR
 BL0683'BLAZE ON THE SOUTH SIDE OF THE TREE, 0.2 MILE EAST OF A Y-JUNCTION OF
 BL0683'DIRT ROADS, 1.0 FOOT SOUTH OF A FENCE, 2.3 FEET WEST OF A REFERENCE
 BL0683'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0683'GROUND.
 BL0683
 BL0683                          STATION RECOVERY (1977)
 BL0683
 BL0683'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BL0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0141 ***********************************************************************
 BL0141  DESIGNATION -  U 504
 BL0141  PID         -  BL0141
 BL0141  STATE/COUNTY-  TX/TYLER
 BL0141  USGS QUAD   -  TOWN BLUFF (1984)
 BL0141
 BL0141                         *CURRENT SURVEY CONTROL
 BL0141  ___________________________________________________________________
 BL0141* NAD 83(1986)-  30 52 27.     (N)    094 14 58.     (W)     SCALED    
 BL0141* NAVD 88     -        46.51   (+/-2cm)     152.6    (feet)  VERTCON   
 BL0141  ___________________________________________________________________
 BL0141  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BL0141
 BL0141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0141
 BL0141.The horizontal coordinates were scaled from a topographic map and have
 BL0141.an estimated accuracy of +/- 6 seconds.
 BL0141
 BL0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0141.The vertical order pertains to the NGVD 29 superseded value.
 BL0141
 BL0141.The geoid height was determined by GEOID03.
 BL0141
 BL0141;                    North         East    Units  Estimated Accuracy
 BL0141;SPC TX C     - 3,149,760.    1,281,440.      MT  (+/- 180 meters Scaled)
 BL0141
 BL0141                          SUPERSEDED SURVEY CONTROL
 BL0141
 BL0141  NGVD 29 (??/??/92)   46.511  (m)          152.59   (f) ADJ UNCH    2 0
 BL0141
 BL0141.Superseded values are not recommended for survey control.
 BL0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0141.See file dsdata.txt to determine how the superseded data were derived.
 BL0141
 BL0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ805163(NAD 83)
 BL0141_MARKER: DB = BENCH MARK DISK
 BL0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0141_STAMPING: U 504 1949
 BL0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0141+STABILITY: SURFACE MOTION
 BL0141
 BL0141  HISTORY     - Date     Condition        Report By
 BL0141  HISTORY     - 1949     MONUMENTED       CGS
 BL0141
 BL0141                          STATION DESCRIPTION
 BL0141
 BL0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0141'8.0 MI NW FROM TOWN BLUFF.
 BL0141'5.2 MILES NORTHWEST ALONG FARM ROAD NO. 92 FROM THE JUNCTION OF NO. 92
 BL0141'AND OLD STATE HIGHWAY NO. 45 AT TOWN BLUFF, THENCE 0.8 MILE WEST ALONG
 BL0141'U.S. HIGHWAY NO. 190, THENCE 2.0 MILES NORTHWEST ALONG A DIRT ROAD, AT
 BL0141'A Y-JUNCTION OF DIRT ROADS, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 BL0141'LEADING NORTHWEST AND SOUTH, 36.0 WEST OF THE CENTER LINE OF THE ROAD
 BL0141'LEADING NORTH, 31.0 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN
 BL0141'ROAD, 15.0 FEET NORTHWEST OF A 20-INCH GUM WITH A TRIANGULAR BLAZE ON
 BL0141'THE SOUTHEAST SIDE OF THE TREE, 1.5 FEET SOUTHEAST OF A REFERENCE
 BL0141'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0141'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0676 ***********************************************************************
 BL0676  DESIGNATION -  U 505 RESET 1957
 BL0676  PID         -  BL0676
 BL0676  STATE/COUNTY-  TX/TYLER
 BL0676  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL0676
 BL0676                         *CURRENT SURVEY CONTROL
 BL0676  ___________________________________________________________________
 BL0676* NAD 83(1986)-  30 51 56.     (N)    094 32 38.     (W)     SCALED    
 BL0676* NAVD 88     -       108.48   (+/-2cm)     355.9    (feet)  VERTCON   
 BL0676  ___________________________________________________________________
 BL0676  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL0676
 BL0676  VERT ORDER  -  THIRD (See Below)
 BL0676
 BL0676.The horizontal coordinates were scaled from a topographic map and have
 BL0676.an estimated accuracy of +/- 6 seconds.
 BL0676
 BL0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0676.The vertical order pertains to the NGVD 29 superseded value.
 BL0676
 BL0676.The geoid height was determined by GEOID03.
 BL0676
 BL0676;                    North         East    Units  Estimated Accuracy
 BL0676;SPC TX C     - 3,147,310.    1,253,380.      MT  (+/- 180 meters Scaled)
 BL0676
 BL0676                          SUPERSEDED SURVEY CONTROL
 BL0676
 BL0676  NGVD 29 (??/??/??)  108.48   (m)          355.9    (f) RESET       3  
 BL0676
 BL0676.Superseded values are not recommended for survey control.
 BL0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0676.See file dsdata.txt to determine how the superseded data were derived.
 BL0676
 BL0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ523157(NAD 83)
 BL0676_MARKER: DB = BENCH MARK DISK
 BL0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0676_STAMPING: U 505 RESET 1957
 BL0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0676+STABILITY: SURFACE MOTION
 BL0676
 BL0676  HISTORY     - Date     Condition        Report By
 BL0676  HISTORY     - 1957     MONUMENTED       CGS
 BL0676
 BL0676                          STATION DESCRIPTION
 BL0676
 BL0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BL0676'5.2 MI SE FROM CHESTER.
 BL0676'ABOUT 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 287 FROM THE POST
 BL0676'OFFICE IN CHESTER, AT A T JUNCTION OF A DIRT ROAD LEADING NORTH FROM
 BL0676'THE HIGHWAY, ABOUT 50 YARDS WEST OF THE CENTERLINE OF THE DIRT ROAD
 BL0676'AND 2 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY LINE.  A STANDARD
 BL0676'DISK STAMPED U 505 RESET 1957 IN A CONCRETE POST PROJECTING ABOUT 4
 BL0676'INCHES AND ABOUT 2 FEET SOUTHEAST OF A 4 X 4 POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0084 ***********************************************************************
 BL0084  DESIGNATION -  U 506
 BL0084  PID         -  BL0084
 BL0084  STATE/COUNTY-  TX/TYLER
 BL0084  USGS QUAD   -  WOODVILLE (1984)
 BL0084
 BL0084                         *CURRENT SURVEY CONTROL
 BL0084  ___________________________________________________________________
 BL0084* NAD 83(1986)-  30 47 23.     (N)    094 26 00.     (W)     SCALED    
 BL0084* NAVD 88     -       100.98   (+/-2cm)     331.3    (feet)  VERTCON   
 BL0084  ___________________________________________________________________
 BL0084  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL0084
 BL0084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0084
 BL0084.The horizontal coordinates were scaled from a topographic map and have
 BL0084.an estimated accuracy of +/- 6 seconds.
 BL0084
 BL0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0084.The vertical order pertains to the NGVD 29 superseded value.
 BL0084
 BL0084.The geoid height was determined by GEOID03.
 BL0084
 BL0084;                    North         East    Units  Estimated Accuracy
 BL0084;SPC TX C     - 3,139,470.    1,264,380.      MT  (+/- 180 meters Scaled)
 BL0084
 BL0084                          SUPERSEDED SURVEY CONTROL
 BL0084
 BL0084  NGVD 29 (??/??/92)  100.978  (m)          331.29   (f) ADJ UNCH    2 0
 BL0084
 BL0084.Superseded values are not recommended for survey control.
 BL0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0084.See file dsdata.txt to determine how the superseded data were derived.
 BL0084
 BL0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ628071(NAD 83)
 BL0084_MARKER: DB = BENCH MARK DISK
 BL0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0084_STAMPING: U 506 1949
 BL0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0084+STABILITY: SURFACE MOTION
 BL0084
 BL0084  HISTORY     - Date     Condition        Report By
 BL0084  HISTORY     - 1949     MONUMENTED       CGS
 BL0084
 BL0084                          STATION DESCRIPTION
 BL0084
 BL0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0084'1.8 MI NW FROM WOODVILLE.
 BL0084'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 287 FROM THE COURT HOUSE AT
 BL0084'WOODVILLE, ABOUT 200.0 FEET WEST OF AN OLD SAWMILL SITE, ABOUT 110.0
 BL0084'FEET NORTH OF A FARMHOUSE, 55.3 FEET SOUTHWEST OF THE CENTER LINE OF
 BL0084'THE HIGHWAY, 31.0 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST
 BL0084'INTO THE WOODS, 7.0 FEET SOUTHWEST OF A POINT IN LINE WITH A ROW OF
 BL0084'POWER LINE POLES, 1.3 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE
 BL0084'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0146 ***********************************************************************
 BL0146  DESIGNATION -  U 507
 BL0146  PID         -  BL0146
 BL0146  STATE/COUNTY-  TX/TYLER
 BL0146  USGS QUAD   -  PACE HILL (1984)
 BL0146
 BL0146                         *CURRENT SURVEY CONTROL
 BL0146  ___________________________________________________________________
 BL0146* NAD 83(1986)-  30 56 06.     (N)    094 14 52.     (W)     SCALED    
 BL0146* NAVD 88     -        54.65   (+/-2cm)     179.3    (feet)  VERTCON   
 BL0146  ___________________________________________________________________
 BL0146  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BL0146
 BL0146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0146
 BL0146.The horizontal coordinates were scaled from a topographic map and have
 BL0146.an estimated accuracy of +/- 6 seconds.
 BL0146
 BL0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0146.The vertical order pertains to the NGVD 29 superseded value.
 BL0146
 BL0146.The geoid height was determined by GEOID03.
 BL0146
 BL0146;                    North         East    Units  Estimated Accuracy
 BL0146;SPC TX C     - 3,156,500.    1,281,230.      MT  (+/- 180 meters Scaled)
 BL0146
 BL0146                          SUPERSEDED SURVEY CONTROL
 BL0146
 BL0146  NGVD 29 (??/??/92)   54.655  (m)          179.31   (f) ADJ UNCH    2 0
 BL0146
 BL0146.Superseded values are not recommended for survey control.
 BL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0146.See file dsdata.txt to determine how the superseded data were derived.
 BL0146
 BL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ807230(NAD 83)
 BL0146_MARKER: DB = BENCH MARK DISK
 BL0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0146_STAMPING: U 507 1949
 BL0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0146+STABILITY: SURFACE MOTION
 BL0146
 BL0146  HISTORY     - Date     Condition        Report By
 BL0146  HISTORY     - 1949     MONUMENTED       CGS
 BL0146
 BL0146                          STATION DESCRIPTION
 BL0146
 BL0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0146'11.95 MI SE FROM ROCKLAND.
 BL0146'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BL0146'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BL0146'DIRT ROAD, THENCE 8.95 MILES SOUTHEAST ALONG A DIRT ROAD, 1.2 MILES
 BL0146'NORTHWEST OF BENCH MARK X 504, AT THE TOP OF A HILL, 110.0 FEET
 BL0146'SOUTHWEST OF A FARMHOUSE OCCUPIED BY GROVER C. COWART, 87.0 FEET
 BL0146'NORTHEAST OF THE CENTER LINE OF THE ROAD, 72.0 FEET NORTHWEST OF THE
 BL0146'CENTER LINE OF A DIRT ROAD LEADING NORTHEAST, 1.0 FOOT SOUTHEAST OF A
 BL0146'FENCE, 1.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BL0146'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0343 ***********************************************************************
 BY0343  DESIGNATION -  U 508
 BY0343  PID         -  BY0343
 BY0343  STATE/COUNTY-  TX/NACOGDOCHES
 BY0343  USGS QUAD   -  ETOILE NORTH (1984)
 BY0343
 BY0343                         *CURRENT SURVEY CONTROL
 BY0343  ___________________________________________________________________
 BY0343* NAD 83(1986)-  31 26 53.     (N)    094 23 30.     (W)     SCALED    
 BY0343* NAVD 88     -        81.77   (+/-2cm)     268.3    (feet)  VERTCON   
 BY0343  ___________________________________________________________________
 BY0343  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BY0343
 BY0343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0343
 BY0343.The horizontal coordinates were scaled from a topographic map and have
 BY0343.an estimated accuracy of +/- 6 seconds.
 BY0343
 BY0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0343.The vertical order pertains to the NGVD 29 superseded value.
 BY0343
 BY0343.The geoid height was determined by GEOID03.
 BY0343
 BY0343;                    North         East    Units  Estimated Accuracy
 BY0343;SPC TX C     - 3,212,560.    1,264,470.      MT  (+/- 180 meters Scaled)
 BY0343
 BY0343                          SUPERSEDED SURVEY CONTROL
 BY0343
 BY0343  NGVD 29 (??/??/92)   81.814  (m)          268.42   (f) ADJ UNCH    2 0
 BY0343
 BY0343.Superseded values are not recommended for survey control.
 BY0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0343.See file dsdata.txt to determine how the superseded data were derived.
 BY0343
 BY0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ677800(NAD 83)
 BY0343_MARKER: DB = BENCH MARK DISK
 BY0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0343_STAMPING: U 508 1949
 BY0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0343+STABILITY: SURFACE MOTION
 BY0343
 BY0343  HISTORY     - Date     Condition        Report By
 BY0343  HISTORY     - 1949     MONUMENTED       CGS
 BY0343  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0343
 BY0343                          STATION DESCRIPTION
 BY0343
 BY0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0343'4.85 MI SW FROM CHIRENO.
 BY0343'3.55 MILES SOUTHWEST ALONG THE CHIRENO AND ETOILE ROAD FROM THE
 BY0343'METHODIST CHURCH AT CHIRENO, THENCE 1.3 MILES SOUTH ALONG A GRADED
 BY0343'DIRT ROAD, AT THE FARM HOME OF E.T. LAYTON, 77 FEET NORTHEAST OF THE
 BY0343'NORTHEAST CORNER OF THE FARMHOUSE, 30 FEET WEST OF THE CENTER LINE OF
 BY0343'THE ROAD, 25 FEET NORTH OF A FENCE CORNER, 0.8 FOOT EAST OF A FENCE, 1
 BY0343'FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0343'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BY0343
 BY0343                          STATION RECOVERY (1998)
 BY0343
 BY0343'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0347 ***********************************************************************
 BY0347  DESIGNATION -  U 509
 BY0347  PID         -  BY0347
 BY0347  STATE/COUNTY-  TX/NACOGDOCHES
 BY0347  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0347
 BY0347                         *CURRENT SURVEY CONTROL
 BY0347  ___________________________________________________________________
 BY0347* NAD 83(1986)-  31 26 00.     (N)    094 20 34.     (W)     SCALED    
 BY0347* NAVD 88     -        84.38   (+/-2cm)     276.8    (feet)  VERTCON   
 BY0347  ___________________________________________________________________
 BY0347  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BY0347
 BY0347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0347
 BY0347.The horizontal coordinates were scaled from a topographic map and have
 BY0347.an estimated accuracy of +/- 6 seconds.
 BY0347
 BY0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0347.The vertical order pertains to the NGVD 29 superseded value.
 BY0347
 BY0347.The geoid height was determined by GEOID03.
 BY0347
 BY0347;                    North         East    Units  Estimated Accuracy
 BY0347;SPC TX C     - 3,211,180.    1,269,190.      MT  (+/- 180 meters Scaled)
 BY0347
 BY0347                          SUPERSEDED SURVEY CONTROL
 BY0347
 BY0347  NGVD 29 (??/??/92)   84.417  (m)          276.96   (f) ADJ UNCH    2 0
 BY0347
 BY0347.Superseded values are not recommended for survey control.
 BY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0347.See file dsdata.txt to determine how the superseded data were derived.
 BY0347
 BY0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ723784(NAD 83)
 BY0347_MARKER: DB = BENCH MARK DISK
 BY0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0347_STAMPING: U 509 1949
 BY0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0347+STABILITY: SURFACE MOTION
 BY0347
 BY0347  HISTORY     - Date     Condition        Report By
 BY0347  HISTORY     - 1949     MONUMENTED       CGS
 BY0347  HISTORY     - 19980919 GOOD             USPSQD
 BY0347
 BY0347                          STATION DESCRIPTION
 BY0347
 BY0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0347'4.8 MI S FROM CHIRENO.
 BY0347'4.8 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE METHODIST CHURCH AT
 BY0347'CHIRENO, AT A ROAD INTERSECTION, 254 FEET SOUTHWEST OF THE CENTER LINE
 BY0347'OF A NORTHWEST AND SOUTHEAST ROAD, 65 FEET EAST OF THE CENTER LINE OF
 BY0347'A NORTH AND SOUTH ROAD, 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BY0347'HOUSE, 33 FEET SOUTHEAST OF A FENCE CORNER, 0.8 FOOT SOUTH OF A FENCE,
 BY0347'1.4 FEET WEST OF A WITNESS POST, 42 FEET SOUTHWEST OF A POWER POLE,
 BY0347'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 BY0347'GROUND.
 BY0347
 BY0347                          STATION RECOVERY (1998)
 BY0347
 BY0347'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0158 ***********************************************************************
 AM0158  DESIGNATION -  U 51
 AM0158  PID         -  AM0158
 AM0158  STATE/COUNTY-  TX/MATAGORDA
 AM0158  USGS QUAD   -  MATAGORDA (1972)
 AM0158
 AM0158                         *CURRENT SURVEY CONTROL
 AM0158  ___________________________________________________________________
 AM0158* NAD 83(1986)-  28 41 34.     (N)    095 58 10.     (W)     SCALED    
 AM0158* NAVD 88     -         3.97   (+/-2cm)      13.0    (feet)  VERTCON   
 AM0158  ___________________________________________________________________
 AM0158  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AM0158
 AM0158  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0158
 AM0158.The horizontal coordinates were scaled from a topographic map and have
 AM0158.an estimated accuracy of +/- 6 seconds.
 AM0158
 AM0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0158.The vertical order pertains to the NGVD 29 superseded value.
 AM0158
 AM0158.The geoid height was determined by GEOID03.
 AM0158
 AM0158;                    North         East    Units  Estimated Accuracy
 AM0158;SPC TXSC     - 4,099,090.      896,110.      MT  (+/- 180 meters Scaled)
 AM0158
 AM0158                          SUPERSEDED SURVEY CONTROL
 AM0158
 AM0158  NGVD 29 (??/??/92)    4.031  (m)           13.22   (f) ADJ UNCH    1 2
 AM0158
 AM0158.Superseded values are not recommended for survey control.
 AM0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0158.See file dsdata.txt to determine how the superseded data were derived.
 AM0158
 AM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM098775(NAD 83)
 AM0158_MARKER: DB = BENCH MARK DISK
 AM0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0158_SP_SET: BUILDING
 AM0158_STAMPING: U 51 1918 ELEV 13.337 FT
 AM0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0158
 AM0158  HISTORY     - Date     Condition        Report By
 AM0158  HISTORY     - 1918     MONUMENTED       CGS
 AM0158  HISTORY     - 1951     GOOD             NGS
 AM0158  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0158
 AM0158                          STATION DESCRIPTION
 AM0158
 AM0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0158'IN MATAGORDA.
 AM0158'AT MATAGORDA, AT THE HIGH SCHOOL, SET VERTICALLY IN THE SOUTHEAST
 AM0158'BRICK WALL OF THE SCHOOL BUILDING, 5.9 FEET NORTHEAST OF THE CENTER OF
 AM0158'THE MAIN ENTRANCE, 4 FEET ABOVE THE GROUND.
 AM0158
 AM0158                          STATION RECOVERY (1978)
 AM0158
 AM0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0158'A NEW ELEMENTARY SCHOOL HAS BEEN BUILT IN PLACE OF THE OLD HIGH
 AM0158'SCHOOL, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0184 ***********************************************************************
 GL0184  DESIGNATION -  U 511
 GL0184  PID         -  GL0184
 GL0184  STATE/COUNTY-  TX/SHERMAN
 GL0184  USGS QUAD   -  CONLEN (1965)
 GL0184
 GL0184                         *CURRENT SURVEY CONTROL
 GL0184  ___________________________________________________________________
 GL0184* NAD 83(1986)-  36 10 58.     (N)    102 08 01.     (W)     SCALED    
 GL0184* NAVD 88     -      1140.595  (meters)    3742.10   (feet)  ADJUSTED  
 GL0184  ___________________________________________________________________
 GL0184  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 GL0184  DYNAMIC HT  -        1139.313 (meters)    3737.90  (feet)  COMP
 GL0184  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 GL0184
 GL0184  VERT ORDER  -  SECOND    CLASS 0
 GL0184
 GL0184.The horizontal coordinates were scaled from a topographic map and have
 GL0184.an estimated accuracy of +/- 6 seconds.
 GL0184
 GL0184.The orthometric height was determined by differential leveling
 GL0184.and adjusted by the National Geodetic Survey in June 1991..
 GL0184
 GL0184.The geoid height was determined by GEOID03.
 GL0184
 GL0184.The dynamic height is computed by dividing the NAVD 88
 GL0184.geopotential number by the normal gravity value computed on the
 GL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0184.degrees latitude (g = 980.6199 gals.).
 GL0184
 GL0184.The modeled gravity was interpolated from observed gravity values.
 GL0184
 GL0184;                    North         East    Units  Estimated Accuracy
 GL0184;SPC TX N     - 1,242,340.      143,000.      MT  (+/- 180 meters Scaled)
 GL0184
 GL0184                          SUPERSEDED SURVEY CONTROL
 GL0184
 GL0184.No superseded survey control is available for this station.
 GL0184
 GL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA577080(NAD 83)
 GL0184_MARKER: DB = BENCH MARK DISK
 GL0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0184_STAMPING: U 511 1935
 GL0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0184+STABILITY: SURFACE MOTION
 GL0184
 GL0184  HISTORY     - Date     Condition        Report By
 GL0184  HISTORY     - 1935     MONUMENTED       CGS
 GL0184  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0184
 GL0184                          STATION DESCRIPTION
 GL0184
 GL0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0184'9.1 MI SE FROM CONLEN.
 GL0184'9.1 MILES SOUTHEAST OF POST OFFICE BY ROAD.  TO REACH FROM CONLEN POST
 GL0184'OFFICE GO 0.3 MILE SOUTH, THENCE 5.8 MILES EAST, THENCE 3.0 MILES
 GL0184'SOUTH, ALONG ROADS.  AT ENTRANCE TO WILLIAM BROWNS RANCH HOUSE. ABOUT
 GL0184'700 FEET NORTHWEST OF RANCH HOUSE, NEAR GATE.  21.8 FEET SOUTH OF
 GL0184'CORNER FENCE POST, 13.4 FEET WEST OF CENTERLINE OF ROAD, AND 1.2 FEET
 GL0184'EAST OF LINE FENCE.
 GL0184
 GL0184                          STATION RECOVERY (1952)
 GL0184
 GL0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0613 ***********************************************************************
 GK0613  DESIGNATION -  U 513
 GK0613  PID         -  GK0613
 GK0613  STATE/COUNTY-  TX/MOORE
 GK0613  USGS QUAD   -  SUNRAY (1972)
 GK0613
 GK0613                         *CURRENT SURVEY CONTROL
 GK0613  ___________________________________________________________________
 GK0613* NAD 83(1986)-  36 01 26.     (N)    101 49 28.     (W)     SCALED    
 GK0613* NAVD 88     -      1068.449  (meters)    3505.40   (feet)  ADJUSTED  
 GK0613  ___________________________________________________________________
 GK0613  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 GK0613  DYNAMIC HT  -        1067.240 (meters)    3501.44  (feet)  COMP
 GK0613  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 GK0613
 GK0613  VERT ORDER  -  SECOND    CLASS 0
 GK0613
 GK0613.The horizontal coordinates were scaled from a topographic map and have
 GK0613.an estimated accuracy of +/- 6 seconds.
 GK0613
 GK0613.The orthometric height was determined by differential leveling
 GK0613.and adjusted by the National Geodetic Survey in June 1991..
 GK0613.WARNING-Repeat measurements at this control monument indicate possible
 GK0613.vertical movement.
 GK0613
 GK0613.The geoid height was determined by GEOID03.
 GK0613
 GK0613.The dynamic height is computed by dividing the NAVD 88
 GK0613.geopotential number by the normal gravity value computed on the
 GK0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0613.degrees latitude (g = 980.6199 gals.).
 GK0613
 GK0613.The modeled gravity was interpolated from observed gravity values.
 GK0613
 GK0613;                    North         East    Units  Estimated Accuracy
 GK0613;SPC TX N     - 1,224,580.      170,760.      MT  (+/- 180 meters Scaled)
 GK0613
 GK0613                          SUPERSEDED SURVEY CONTROL
 GK0613
 GK0613  NGVD 29 (??/??/92) 1067.947  (m)         3503.76   (f) ADJ UNCH    2 0
 GK0613
 GK0613.Superseded values are not recommended for survey control.
 GK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0613.See file dsdata.txt to determine how the superseded data were derived.
 GK0613
 GK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE454902(NAD 83)
 GK0613_MARKER: DB = BENCH MARK DISK
 GK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0613_STAMPING: U 513 1935
 GK0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0613+STABILITY: SURFACE MOTION
 GK0613
 GK0613  HISTORY     - Date     Condition        Report By
 GK0613  HISTORY     - 1935     MONUMENTED       CGS
 GK0613  HISTORY     - 1952     GOOD             NGS
 GK0613  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0613
 GK0613                          STATION DESCRIPTION
 GK0613
 GK0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0613'IN SUNRAY.
 GK0613'AT SUNRAY, AT THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION,
 GK0613'41 FEET WEST OF THE CENTER LINE OF FARM ROAD 119.67 FEET SOUTH OF THE
 GK0613'CENTER LINE OF FARM ROAD 1266, 36 FEET NORTH OF THE NORTH RAIL OF THE
 GK0613'MAIN TRACK, 17 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD
 GK0613'STATION, 19.8 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE RAILROAD
 GK0613'STATION, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET
 GK0613'ABOVE THE GROUND.
 GK0613
 GK0613                          STATION RECOVERY (1971)
 GK0613
 GK0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0192 ***********************************************************************
 GK0192  DESIGNATION -  U 515
 GK0192  PID         -  GK0192
 GK0192  STATE/COUNTY-  TX/OCHILTREE
 GK0192  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK0192
 GK0192                         *CURRENT SURVEY CONTROL
 GK0192  ___________________________________________________________________
 GK0192* NAD 83(1986)-  36 09 19.     (N)    100 49 16.     (W)     SCALED    
 GK0192* NAVD 88     -       908.284  (meters)    2979.93   (feet)  ADJUSTED  
 GK0192  ___________________________________________________________________
 GK0192  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GK0192  DYNAMIC HT  -         907.315 (meters)    2976.75  (feet)  COMP
 GK0192  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 GK0192
 GK0192  VERT ORDER  -  SECOND    CLASS 0
 GK0192
 GK0192.The horizontal coordinates were scaled from a topographic map and have
 GK0192.an estimated accuracy of +/- 6 seconds.
 GK0192
 GK0192.The orthometric height was determined by differential leveling
 GK0192.and adjusted by the National Geodetic Survey in June 1991..
 GK0192
 GK0192.The geoid height was determined by GEOID03.
 GK0192
 GK0192.The dynamic height is computed by dividing the NAVD 88
 GK0192.geopotential number by the normal gravity value computed on the
 GK0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0192.degrees latitude (g = 980.6199 gals.).
 GK0192
 GK0192.The modeled gravity was interpolated from observed gravity values.
 GK0192
 GK0192;                    North         East    Units  Estimated Accuracy
 GK0192;SPC TX N     - 1,239,320.      261,090.      MT  (+/- 180 meters Scaled)
 GK0192
 GK0192                          SUPERSEDED SURVEY CONTROL
 GK0192
 GK0192  NGVD 29 (??/??/92)  907.900  (m)         2978.67   (f) ADJ UNCH    2 0
 GK0192
 GK0192.Superseded values are not recommended for survey control.
 GK0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0192.See file dsdata.txt to determine how the superseded data were derived.
 GK0192
 GK0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF361027(NAD 83)
 GK0192_MARKER: DB = BENCH MARK DISK
 GK0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0192_STAMPING: U 515 1935
 GK0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0192+STABILITY: SURFACE MOTION
 GK0192
 GK0192  HISTORY     - Date     Condition        Report By
 GK0192  HISTORY     - 1935     MONUMENTED       CGS
 GK0192  HISTORY     - 1943     GOOD             NGS
 GK0192  HISTORY     - 1948     GOOD             TXHD
 GK0192
 GK0192                          STATION DESCRIPTION
 GK0192
 GK0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0192'1.2 MI N FROM BULER.
 GK0192'1.2 MILES NORTH ALONG A GRADED ROAD FROM THE OLD STORE AND POST OFFICE
 GK0192'BUILDING AT BULER, 0.75 MILE NORTH OF JUNCTION OF DIRT ROAD LEADING
 GK0192'WEST, 0.55 MILE NORTH OF A LARGE CONCRETE CULVERT UNDER ROAD, 2.25
 GK0192'MILES SOUTH OF THE CROSSING OF A GRADED HIGHWAY LEADING WEST TO
 GK0192'SPEARMAN, 32.0 FEET EAST OF CENTER-LINE OF ROAD, 1.0 FOOT EAST OF
 GK0192'RIGHT-OF-WAY FENCE LINE, A BENCH MARK DISK SET IN TOP OF A CONCRETE
 GK0192'POST PROJECTING 6 INCHES ABOVE THE GROUND.
 GK0192
 GK0192                          STATION RECOVERY (1948)
 GK0192
 GK0192'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1948
 GK0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1274 ***********************************************************************
 GL1274  DESIGNATION -  U 516
 GL1274  PID         -  GL1274
 GL1274  STATE/COUNTY-  TX/MOORE
 GL1274  USGS QUAD   -  CACTUS WEST (1965)
 GL1274
 GL1274                         *CURRENT SURVEY CONTROL
 GL1274  ___________________________________________________________________
 GL1274* NAD 83(1986)-  36 01 27.     (N)    102 00 05.     (W)     SCALED    
 GL1274* NAVD 88     -      1105.458  (meters)    3626.82   (feet)  ADJUSTED  
 GL1274  ___________________________________________________________________
 GL1274  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 GL1274  DYNAMIC HT  -        1104.195 (meters)    3622.68  (feet)  COMP
 GL1274  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 GL1274
 GL1274  VERT ORDER  -  SECOND    CLASS 0
 GL1274
 GL1274.The horizontal coordinates were scaled from a topographic map and have
 GL1274.an estimated accuracy of +/- 6 seconds.
 GL1274
 GL1274.The orthometric height was determined by differential leveling
 GL1274.and adjusted by the National Geodetic Survey in June 1991..
 GL1274
 GL1274.The geoid height was determined by GEOID03.
 GL1274
 GL1274.The dynamic height is computed by dividing the NAVD 88
 GL1274.geopotential number by the normal gravity value computed on the
 GL1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1274.degrees latitude (g = 980.6199 gals.).
 GL1274
 GL1274.The modeled gravity was interpolated from observed gravity values.
 GL1274
 GL1274;                    North         East    Units  Estimated Accuracy
 GL1274;SPC TX N     - 1,224,670.      154,810.      MT  (+/- 180 meters Scaled)
 GL1274
 GL1274                          SUPERSEDED SURVEY CONTROL
 GL1274
 GL1274  NGVD 29 (??/??/92) 1104.930  (m)         3625.09   (f) ADJ UNCH    2 0
 GL1274
 GL1274.Superseded values are not recommended for survey control.
 GL1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1274.See file dsdata.txt to determine how the superseded data were derived.
 GL1274
 GL1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV702907(NAD 83)
 GL1274_MARKER: DB = BENCH MARK DISK
 GL1274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL1274_SP_SET: PIER
 GL1274_STAMPING: U 516 1935
 GL1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1274
 GL1274  HISTORY     - Date     Condition        Report By
 GL1274  HISTORY     - 1935     MONUMENTED       CGS
 GL1274  HISTORY     - 1943     GOOD             NGS
 GL1274
 GL1274                          STATION DESCRIPTION
 GL1274
 GL1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL1274'IN ETTER.
 GL1274'AT ETTER, IN THE NORTHEAST QUARTER OF THE SANTA FE AND ROCK ISLAND
 GL1274'RAILROAD JUNCTION, IN THE SOUTHWEST PIER OF THE SANTA FE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0514 ***********************************************************************
 GK0514  DESIGNATION -  U 517
 GK0514  PID         -  GK0514
 GK0514  STATE/COUNTY-  TX/SHERMAN
 GK0514  USGS QUAD   -  STEVENS SE (1974)
 GK0514
 GK0514                         *CURRENT SURVEY CONTROL
 GK0514  ___________________________________________________________________
 GK0514* NAD 83(1986)-  36 17 55.     (N)    101 45 03.     (W)     SCALED    
 GK0514* NAVD 88     -      1054.387  (meters)    3459.27   (feet)  ADJUSTED  
 GK0514  ___________________________________________________________________
 GK0514  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 GK0514  DYNAMIC HT  -        1053.230 (meters)    3455.47  (feet)  COMP
 GK0514  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 GK0514
 GK0514  VERT ORDER  -  SECOND    CLASS 0
 GK0514
 GK0514.The horizontal coordinates were scaled from a topographic map and have
 GK0514.an estimated accuracy of +/- 6 seconds.
 GK0514
 GK0514.The orthometric height was determined by differential leveling
 GK0514.and adjusted by the National Geodetic Survey in June 1991..
 GK0514
 GK0514.The geoid height was determined by GEOID03.
 GK0514
 GK0514.The dynamic height is computed by dividing the NAVD 88
 GK0514.geopotential number by the normal gravity value computed on the
 GK0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0514.degrees latitude (g = 980.6199 gals.).
 GK0514
 GK0514.The modeled gravity was interpolated from observed gravity values.
 GK0514
 GK0514;                    North         East    Units  Estimated Accuracy
 GK0514;SPC TX N     - 1,255,040.      177,470.      MT  (+/- 180 meters Scaled)
 GK0514
 GK0514                          SUPERSEDED SURVEY CONTROL
 GK0514
 GK0514  NGVD 29 (??/??/92) 1053.920  (m)         3457.74   (f) ADJ UNCH    2 0
 GK0514
 GK0514.Superseded values are not recommended for survey control.
 GK0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0514.See file dsdata.txt to determine how the superseded data were derived.
 GK0514
 GK0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF529205(NAD 83)
 GK0514_MARKER: DB = BENCH MARK DISK
 GK0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0514_STAMPING: U 517 1935
 GK0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0514+STABILITY: SURFACE MOTION
 GK0514
 GK0514  HISTORY     - Date     Condition        Report By
 GK0514  HISTORY     - 1935     MONUMENTED       CGS
 GK0514  HISTORY     - 1952     MARK NOT FOUND   NGS
 GK0514
 GK0514                          STATION DESCRIPTION
 GK0514
 GK0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0514'20.4 MI SE FROM STRATFORD.
 GK0514'THIS MARK IS ABOUT 18.4 MILES SOUTHEAST AND 2.0 MILES SOUTH FROM THE
 GK0514'CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION AT STRATFORD, SHERMAN
 GK0514'COUNTY, 0.25 MILE SOUTH OF AN ABANDON BUNGALOW, 10.2 FEET SOUTH OF A
 GK0514'TELEPHONE POLE, 2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 26.0
 GK0514'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 4-INCHES LOWER THAN
 GK0514'THE LEVEL OF THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE POST.
 GK0514
 GK0514                          STATION RECOVERY (1952)
 GK0514
 GK0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GK0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0357 ***********************************************************************
 GK0357  DESIGNATION -  U 518
 GK0357  PID         -  GK0357
 GK0357  STATE/COUNTY-  TX/OCHILTREE
 GK0357  USGS QUAD   -  SPEARMAN NE (1973)
 GK0357
 GK0357                         *CURRENT SURVEY CONTROL
 GK0357  ___________________________________________________________________
 GK0357* NAD 83(1986)-  36 11 05.     (N)    101 03 22.     (W)     SCALED    
 GK0357* NAVD 88     -       934.964  (meters)    3067.46   (feet)  ADJUSTED  
 GK0357  ___________________________________________________________________
 GK0357  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GK0357  DYNAMIC HT  -         933.960 (meters)    3064.17  (feet)  COMP
 GK0357  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 GK0357
 GK0357  VERT ORDER  -  SECOND    CLASS 0
 GK0357
 GK0357.The horizontal coordinates were scaled from a topographic map and have
 GK0357.an estimated accuracy of +/- 6 seconds.
 GK0357
 GK0357.The orthometric height was determined by differential leveling
 GK0357.and adjusted by the National Geodetic Survey in June 1991..
 GK0357
 GK0357.The geoid height was determined by GEOID03.
 GK0357
 GK0357.The dynamic height is computed by dividing the NAVD 88
 GK0357.geopotential number by the normal gravity value computed on the
 GK0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0357.degrees latitude (g = 980.6199 gals.).
 GK0357
 GK0357.The modeled gravity was interpolated from observed gravity values.
 GK0357
 GK0357;                    North         East    Units  Estimated Accuracy
 GK0357;SPC TX N     - 1,242,470.      239,930.      MT  (+/- 180 meters Scaled)
 GK0357
 GK0357                          SUPERSEDED SURVEY CONTROL
 GK0357
 GK0357  NGVD 29 (??/??/92)  934.545  (m)         3066.09   (f) ADJ UNCH    2 0
 GK0357
 GK0357.Superseded values are not recommended for survey control.
 GK0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0357.See file dsdata.txt to determine how the superseded data were derived.
 GK0357
 GK0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF151063(NAD 83)
 GK0357_MARKER: DB = BENCH MARK DISK
 GK0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0357_STAMPING: U 518 1935
 GK0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0357+STABILITY: SURFACE MOTION
 GK0357
 GK0357  HISTORY     - Date     Condition        Report By
 GK0357  HISTORY     - 1935     MONUMENTED       CGS
 GK0357  HISTORY     - 1943     MARK NOT FOUND   NGS
 GK0357  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0357
 GK0357                          STATION DESCRIPTION
 GK0357
 GK0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0357'6.3 MI S FROM WAKA.
 GK0357'6.3 MILES SOUTH ALONG A GRADED ROAD FROM THE JUNCTION WITH STATE
 GK0357'HIGHWAY 117, 0.7 MILE WEST OF THE POST OFFICE AT WAKA, 0.2 MILE EAST
 GK0357'OF A LARGE FLAT-TOPPED RANCH HOUSE, 35 FEET EAST OF THE CENTERLINE OF
 GK0357'THE ROAD, AND 3.4 FEET NORTH OF A CORNER FENCEPOST.  A STANDARD DISK,
 GK0357'STAMPED U 518 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0357
 GK0357                          STATION RECOVERY (1973)
 GK0357
 GK0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0408 ***********************************************************************
 GK0408  DESIGNATION -  U 519
 GK0408  PID         -  GK0408
 GK0408  STATE/COUNTY-  TX/HANSFORD
 GK0408  USGS QUAD   -  MORSE SE (1974)
 GK0408
 GK0408                         *CURRENT SURVEY CONTROL
 GK0408  ___________________________________________________________________
 GK0408* NAD 83(1986)-  36 06 55.     (N)    101 21 39.     (W)     SCALED    
 GK0408* NAVD 88     -       978.015  (meters)    3208.70   (feet)  ADJUSTED  
 GK0408  ___________________________________________________________________
 GK0408  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GK0408  DYNAMIC HT  -         976.944 (meters)    3205.19  (feet)  COMP
 GK0408  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 GK0408
 GK0408  VERT ORDER  -  SECOND    CLASS 0
 GK0408
 GK0408.The horizontal coordinates were scaled from a topographic map and have
 GK0408.an estimated accuracy of +/- 6 seconds.
 GK0408
 GK0408.The orthometric height was determined by differential leveling
 GK0408.and adjusted by the National Geodetic Survey in June 1991..
 GK0408
 GK0408.The geoid height was determined by GEOID03.
 GK0408
 GK0408.The dynamic height is computed by dividing the NAVD 88
 GK0408.geopotential number by the normal gravity value computed on the
 GK0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0408.degrees latitude (g = 980.6199 gals.).
 GK0408
 GK0408.The modeled gravity was interpolated from observed gravity values.
 GK0408
 GK0408;                    North         East    Units  Estimated Accuracy
 GK0408;SPC TX N     - 1,234,680.      212,530.      MT  (+/- 180 meters Scaled)
 GK0408
 GK0408                          SUPERSEDED SURVEY CONTROL
 GK0408
 GK0408  NGVD 29 (??/??/92)  977.561  (m)         3207.21   (f) ADJ UNCH    2 0
 GK0408
 GK0408.Superseded values are not recommended for survey control.
 GK0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0408.See file dsdata.txt to determine how the superseded data were derived.
 GK0408
 GK0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE875993(NAD 83)
 GK0408_MARKER: DB = BENCH MARK DISK
 GK0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0408_STAMPING: U 519 1935
 GK0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0408+STABILITY: SURFACE MOTION
 GK0408
 GK0408  HISTORY     - Date     Condition        Report By
 GK0408  HISTORY     - 1935     MONUMENTED       CGS
 GK0408  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0408
 GK0408                          STATION DESCRIPTION
 GK0408
 GK0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0408'1.2 MI SW FROM MCKIBBEN.
 GK0408'1.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0408'STATION AT MCKIBBEN, ABOUT 900 FEET EAST OF MILEPOST 95, 50.5 FEET
 GK0408'NORTHWEST OF THE CENTER OF A ROAD CROSSING, 44 FEET NORTH OF THE NORTH
 GK0408'RAIL, AND 19.3 FEET WEST OF A CORNER FENCEPOST.  A STANDARD DISK,
 GK0408'STAMPED U 519 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0408
 GK0408                          STATION RECOVERY (1973)
 GK0408
 GK0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0082 ***********************************************************************
 AW0082  DESIGNATION -  U 52
 AW0082  PID         -  AW0082
 AW0082  STATE/COUNTY-  TX/BRAZORIA
 AW0082  USGS QUAD   -  ANGLETON (1974)
 AW0082
 AW0082                         *CURRENT SURVEY CONTROL
 AW0082  ___________________________________________________________________
 AW0082* NAD 83(1986)-  29 08 00.     (N)    095 25 53.     (W)     SCALED    
 AW0082* NAVD 88     -         7.79   (+/-2cm)      25.6    (feet)  VERTCON   
 AW0082  ___________________________________________________________________
 AW0082  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW0082
 AW0082  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0082
 AW0082.The horizontal coordinates were scaled from a topographic map and have
 AW0082.an estimated accuracy of +/- 6 seconds.
 AW0082
 AW0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0082.The vertical order pertains to the NGVD 29 superseded value.
 AW0082
 AW0082.The geoid height was determined by GEOID03.
 AW0082
 AW0082;                    North         East    Units  Estimated Accuracy
 AW0082;SPC TXSC     - 4,149,370.      947,180.      MT  (+/- 180 meters Scaled)
 AW0082
 AW0082                          SUPERSEDED SURVEY CONTROL
 AW0082
 AW0082  NGVD 29 (??/??/92)    7.801  (m)           25.59   (f) ADJ UNCH    1 1
 AW0082
 AW0082.Superseded values are not recommended for survey control.
 AW0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0082.See file dsdata.txt to determine how the superseded data were derived.
 AW0082
 AW0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN634252(NAD 83)
 AW0082_MARKER: DB = BENCH MARK DISK
 AW0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0082_STAMPING: U 52 1918 ELEV. 25.74 FT
 AW0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0082+STABILITY: SURFACE MOTION
 AW0082
 AW0082  HISTORY     - Date     Condition        Report By
 AW0082  HISTORY     - 1918     MONUMENTED       CGS
 AW0082  HISTORY     - 1973     GOOD             NGS
 AW0082  HISTORY     - 1978     GOOD             NGS
 AW0082  HISTORY     - 1980     GOOD             LOCSUR
 AW0082  HISTORY     - 1989     GOOD             USPSQD
 AW0082  HISTORY     - 19970628 GOOD             USPSQD
 AW0082  HISTORY     - 20030426 GOOD             USPSQD
 AW0082
 AW0082                          STATION DESCRIPTION
 AW0082
 AW0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0082'1.7 MI S FROM ANGLETON.
 AW0082'1.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AW0082'AT ANGLETON, 0.25 MILE SOUTH OF THE CROSSING OF COUNTY ROAD 219, 10
 AW0082'POLES NORTH OF MILEPOLE 2, AT THE CROSSING OF A PRIVATE ASPHALT ROAD,
 AW0082'78.8 FEET WEST AND ACROSS THE ROAD FROM THE WEST RAIL, 20 FEET WEST OF
 AW0082'THE CENTER LINE OF THE ROAD, 27 FEET SOUTH OF THE CENTER LINE OF A
 AW0082'SHELL DRIVEWAY TO A HOUSE, 67.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AW0082'OF THE HOUSE, 25.2 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 12
 AW0082'1/2 FEET NORTHEAST OF A POWER POLE WITH A GUY WIRE AND A TRANSFORMER,
 AW0082'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 AW0082'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AW0082
 AW0082                          STATION RECOVERY (1978)
 AW0082
 AW0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0082'THIS BENCH MARK WAS FOUND IN A VERTICAL POSITION BUT SLIGHTLY
 AW0082'LOOSE IN THE GROUND. MONUMENT WAS REINFORCED WITH CONCRETE TO A
 AW0082'STABLE POSITION. 1.7 MILES SOUTH ALONG THE MISSOURI AND PACIFIC
 AW0082'RAILROAD TRACKS FROM THE STATION AT ANGLETON, 0.25 MILE SOUTH OF
 AW0082'THE CROSSING OF COUNTY ROAD 219, AT THE CROSSING OF AN ASPHALT
 AW0082'ROAD, 78 FT WEST OF THE WEST RAIL OF THE TRACKS, 20 FT WEST OF
 AW0082'PAVED ROAD, 27 FT SOUTH OF A SHELL DRIVEWAY LEADING TO 2 HOUSES,
 AW0082'67 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 25 FT EAST
 AW0082'OF THE NORTHEAST CORNER OF A HOUSE, 12 FT NORTHEAST OF A POWERLINE
 AW0082'POLE WITH A GUIDE WIRE AND A TRANSFORMER ATTACHED.
 AW0082
 AW0082                          STATION RECOVERY (1980)
 AW0082
 AW0082'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW0082'RECOVERED IN GOOD CONDITION.
 AW0082
 AW0082                          STATION RECOVERY (1989)
 AW0082
 AW0082'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0082'RECOVERED IN GOOD CONDITION.
 AW0082
 AW0082                          STATION RECOVERY (1997)
 AW0082
 AW0082'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0082'RECOVERED IN GOOD CONDITION.
 AW0082
 AW0082                          STATION RECOVERY (2003)
 AW0082
 AW0082'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1273 ***********************************************************************
 AY1273  DESIGNATION -  U 520
 AY1273  PID         -  AY1273
 AY1273  STATE/COUNTY-  TX/MEDINA
 AY1273  USGS QUAD   -  MUSTANG VALLEY (1969)
 AY1273
 AY1273                         *CURRENT SURVEY CONTROL
 AY1273  ___________________________________________________________________
 AY1273* NAD 83(1986)-  29 25 38.     (N)    099 10 55.     (W)     SCALED    
 AY1273* NAVD 88     -       302.815  (meters)     993.49   (feet)  POSTED    
 AY1273  ___________________________________________________________________
 AY1273  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AY1273  DYNAMIC HT  -         302.370 (meters)     992.03  (feet)  COMP
 AY1273  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 AY1273
 AY1273  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1273
 AY1273.The horizontal coordinates were scaled from a topographic map and have
 AY1273.an estimated accuracy of +/- 6 seconds.
 AY1273
 AY1273.The orthometric height was determined by differential leveling
 AY1273.and adjusted by the National Geodetic Survey in 1992..
 AY1273.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1273.rate of 0.0 thru 1.0 mm/km.
 AY1273
 AY1273.The geoid height was determined by GEOID03.
 AY1273
 AY1273.The dynamic height is computed by dividing the NAVD 88
 AY1273.geopotential number by the normal gravity value computed on the
 AY1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1273.degrees latitude (g = 980.6199 gals.).
 AY1273
 AY1273.The modeled gravity was interpolated from observed gravity values.
 AY1273
 AY1273;                    North         East    Units  Estimated Accuracy
 AY1273;SPC TXSC     - 4,176,660.      582,350.      MT  (+/- 180 meters Scaled)
 AY1273
 AY1273                          SUPERSEDED SURVEY CONTROL
 AY1273
 AY1273  NGVD 29 (??/??/92)  302.675  (m)          993.03   (f) ADJ UNCH    2 0
 AY1273
 AY1273.Superseded values are not recommended for survey control.
 AY1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1273.See file dsdata.txt to determine how the superseded data were derived.
 AY1273
 AY1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT823553(NAD 83)
 AY1273_MARKER: DB = BENCH MARK DISK
 AY1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1273_STAMPING: U 520 1953
 AY1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1273+STABILITY: SURFACE MOTION
 AY1273
 AY1273  HISTORY     - Date     Condition        Report By
 AY1273  HISTORY     - 1953     MONUMENTED       CGS
 AY1273  HISTORY     - 1968     MARK NOT FOUND   USGS
 AY1273  HISTORY     - 19950420 MARK NOT FOUND   USPSQD
 AY1273  HISTORY     - 19950518 MARK NOT FOUND   USPSQD
 AY1273  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1273
 AY1273                          STATION DESCRIPTION
 AY1273
 AY1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1273'7.25 MI NW FROM HONDO.
 AY1273'7.25 MILES NORTHWEST ALONG FARM ROAD 1888 FROM THE COURTHOUSE AT
 AY1273'HONDO, 0.15 MILE WEST OF A FARMHOUSE, AT THE EAST ENTRANCE TO A FIELD,
 AY1273'64 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 5 FEET EAST OF A
 AY1273'FENCE CORNER, 2.5 FEET EAST OF A WITNESS POST, 2 FEET NORTH OF A
 AY1273'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY1273'THE GROUND.
 AY1273
 AY1273                          STATION RECOVERY (1968)
 AY1273
 AY1273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AY1273'MARK NOT FOUND.
 AY1273
 AY1273                          STATION RECOVERY (1995)
 AY1273
 AY1273'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1273'MARK NOT FOUND.
 AY1273
 AY1273                          STATION RECOVERY (1995)
 AY1273
 AY1273'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1273'MARK NOT FOUND.
 AY1273
 AY1273                          STATION RECOVERY (2001)
 AY1273
 AY1273'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0123 ***********************************************************************
 GL0123  DESIGNATION -  U 522
 GL0123  PID         -  GL0123
 GL0123  STATE/COUNTY-  TX/SHERMAN
 GL0123  USGS QUAD   -  CONLEN (1965)
 GL0123
 GL0123                         *CURRENT SURVEY CONTROL
 GL0123  ___________________________________________________________________
 GL0123* NAD 83(1986)-  36 09 15.     (N)    102 07 59.     (W)     SCALED    
 GL0123* NAVD 88     -      1130.083  (meters)    3707.61   (feet)  ADJUSTED  
 GL0123  ___________________________________________________________________
 GL0123  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 GL0123  DYNAMIC HT  -        1128.809 (meters)    3703.43  (feet)  COMP
 GL0123  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 GL0123
 GL0123  VERT ORDER  -  SECOND    CLASS 0
 GL0123
 GL0123.The horizontal coordinates were scaled from a topographic map and have
 GL0123.an estimated accuracy of +/- 6 seconds.
 GL0123
 GL0123.The orthometric height was determined by differential leveling
 GL0123.and adjusted by the National Geodetic Survey in June 1991..
 GL0123.WARNING-Repeat measurements at this control monument indicate possible
 GL0123.vertical movement.
 GL0123
 GL0123.The geoid height was determined by GEOID03.
 GL0123
 GL0123.The dynamic height is computed by dividing the NAVD 88
 GL0123.geopotential number by the normal gravity value computed on the
 GL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0123.degrees latitude (g = 980.6199 gals.).
 GL0123
 GL0123.The modeled gravity was interpolated from observed gravity values.
 GL0123
 GL0123;                    North         East    Units  Estimated Accuracy
 GL0123;SPC TX N     - 1,239,170.      143,030.      MT  (+/- 180 meters Scaled)
 GL0123
 GL0123                          SUPERSEDED SURVEY CONTROL
 GL0123
 GL0123.No superseded survey control is available for this station.
 GL0123
 GL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA579048(NAD 83)
 GL0123_MARKER: DB = BENCH MARK DISK
 GL0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0123_STAMPING: U 522 1935
 GL0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0123+STABILITY: SURFACE MOTION
 GL0123
 GL0123  HISTORY     - Date     Condition        Report By
 GL0123  HISTORY     - 1935     MONUMENTED       CGS
 GL0123  HISTORY     - 1952     GOOD             NGS
 GL0123  HISTORY     - 1962     MARK NOT FOUND   USGS
 GL0123
 GL0123                          STATION DESCRIPTION
 GL0123
 GL0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0123'11.5 MI SE FROM CONLEN.
 GL0123'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0123'HIGHWAY 54 AT CONLEN, THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0123'56 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 32 FEET
 GL0123'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 2 FEET NORTH OF A
 GL0123'FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0123'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THERE HAS BEEN
 GL0123'ROAD CONSTRUCTION IN THE AREA.
 GL0123
 GL0123                          STATION RECOVERY (1962)
 GL0123
 GL0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0391 ***********************************************************************
 GK0391  DESIGNATION -  U 523
 GK0391  PID         -  GK0391
 GK0391  STATE/COUNTY-  TX/HANSFORD
 GK0391  USGS QUAD   -  HOLT (1974)
 GK0391
 GK0391                         *CURRENT SURVEY CONTROL
 GK0391  ___________________________________________________________________
 GK0391* NAD 83(1986)-  36 04 29.     (N)    101 11 52.     (W)     SCALED    
 GK0391* NAVD 88     -       963.448  (meters)    3160.91   (feet)  ADJUSTED  
 GK0391  ___________________________________________________________________
 GK0391  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 GK0391  DYNAMIC HT  -         962.393 (meters)    3157.45  (feet)  COMP
 GK0391  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 GK0391
 GK0391  VERT ORDER  -  SECOND    CLASS 0
 GK0391
 GK0391.The horizontal coordinates were scaled from a topographic map and have
 GK0391.an estimated accuracy of +/- 6 seconds.
 GK0391
 GK0391.The orthometric height was determined by differential leveling
 GK0391.and adjusted by the National Geodetic Survey in June 1991..
 GK0391
 GK0391.The geoid height was determined by GEOID03.
 GK0391
 GK0391.The dynamic height is computed by dividing the NAVD 88
 GK0391.geopotential number by the normal gravity value computed on the
 GK0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0391.degrees latitude (g = 980.6199 gals.).
 GK0391
 GK0391.The modeled gravity was interpolated from observed gravity values.
 GK0391
 GK0391;                    North         East    Units  Estimated Accuracy
 GK0391;SPC TX N     - 1,230,210.      227,220.      MT  (+/- 180 meters Scaled)
 GK0391
 GK0391                          SUPERSEDED SURVEY CONTROL
 GK0391
 GK0391  NGVD 29 (??/??/92)  963.000  (m)         3159.44   (f) ADJ UNCH    2 0
 GK0391
 GK0391.Superseded values are not recommended for survey control.
 GK0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0391.See file dsdata.txt to determine how the superseded data were derived.
 GK0391
 GK0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE020944(NAD 83)
 GK0391_MARKER: DB = BENCH MARK DISK
 GK0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0391_STAMPING: U 523 1935
 GK0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0391+STABILITY: SURFACE MOTION
 GK0391
 GK0391  HISTORY     - Date     Condition        Report By
 GK0391  HISTORY     - 1935     MONUMENTED       CGS
 GK0391  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0391
 GK0391                          STATION DESCRIPTION
 GK0391
 GK0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0391'9.0 MI S FROM SPEARMAN.
 GK0391'9.0 MILES SOUTH OF SPEARMAN, HANSFORD COUNTY.  THIS BENCH MARK MAY BE
 GK0391'REACHED FROM THE COUNTY COURTHOUSE BY GOING 0.4 MILE WEST ALONG STATE
 GK0391'HIGHWAY 282, THENCE 8.6 MILES SOUTH ALONG THE CANADIAN RIVER ROAD. 0.2
 GK0391'MILE SOUTH OF A RANCH HOUSE, 3,.5 FEET EAST OF THE CENTERLINE OF THE
 GK0391'ROAD, 3 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 3 FEET EAST OF A
 GK0391'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 523 1935 AND SET IN
 GK0391'THE TOP OF A CONCRETE POST.
 GK0391
 GK0391                          STATION RECOVERY (1973)
 GK0391
 GK0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0605 ***********************************************************************
 AY0605  DESIGNATION -  U 524
 AY0605  PID         -  AY0605
 AY0605  STATE/COUNTY-  TX/BEXAR
 AY0605  USGS QUAD   -  MACDONA (1991)
 AY0605
 AY0605                         *CURRENT SURVEY CONTROL
 AY0605  ___________________________________________________________________
 AY0605* NAD 83(1986)-  29 17 49.     (N)    098 41 42.     (W)     SCALED    
 AY0605* NAVD 88     -       198.961  (meters)     652.76   (feet)  ADJUSTED  
 AY0605  ___________________________________________________________________
 AY0605  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AY0605  DYNAMIC HT  -         198.675 (meters)     651.82  (feet)  COMP
 AY0605  MODELED GRAV-     979,201.6   (mgal)                       NAVD 88
 AY0605
 AY0605  VERT ORDER  -  FIRST     CLASS II
 AY0605
 AY0605.The horizontal coordinates were scaled from a topographic map and have
 AY0605.an estimated accuracy of +/- 6 seconds.
 AY0605
 AY0605.The orthometric height was determined by differential leveling
 AY0605.and adjusted by the National Geodetic Survey in June 1991..
 AY0605
 AY0605.The geoid height was determined by GEOID03.
 AY0605
 AY0605.The dynamic height is computed by dividing the NAVD 88
 AY0605.geopotential number by the normal gravity value computed on the
 AY0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0605.degrees latitude (g = 980.6199 gals.).
 AY0605
 AY0605.The modeled gravity was interpolated from observed gravity values.
 AY0605
 AY0605;                    North         East    Units  Estimated Accuracy
 AY0605;SPC TXSC     - 4,162,250.      629,630.      MT  (+/- 180 meters Scaled)
 AY0605
 AY0605                          SUPERSEDED SURVEY CONTROL
 AY0605
 AY0605  NGVD 29 (??/??/92)  198.840  (m)          652.36   (f) ADJ UNCH    1 2
 AY0605
 AY0605.Superseded values are not recommended for survey control.
 AY0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0605.See file dsdata.txt to determine how the superseded data were derived.
 AY0605
 AY0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT296409(NAD 83)
 AY0605_MARKER: DB = BENCH MARK DISK
 AY0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0605_STAMPING: U 524 1953
 AY0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0605+STABILITY: SURFACE MOTION
 AY0605
 AY0605  HISTORY     - Date     Condition        Report By
 AY0605  HISTORY     - 1953     MONUMENTED       CGS
 AY0605  HISTORY     - 1956     GOOD             NGS
 AY0605  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0605  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0605
 AY0605                          STATION DESCRIPTION
 AY0605
 AY0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0605'1.35 MI N FROM SAS JUNCTION.
 AY0605'0.15 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0605'RAILROAD FROM THE STATION SIGN AT SAS JUNCTION, THENCE 1.2 MILES NORTH
 AY0605'ALONG KEARNEY ROAD, AT A JUNCTION WITH PEARSALL ROAD, 44 FEET
 AY0605'SOUTHEAST OF THE CENTER LINE OF PEARSALL ROAD, 28 FEET SOUTHEAST OF
 AY0605'THE CENTER LINE OF KEARNEY ROAD, 2.6 FEET SOUTHEAST OF THE SOUTHEAST
 AY0605'CORNER OF A LARGE STONE PILLAR, SET IN THE TOP OF A CONCRETE POST
 AY0605'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0605
 AY0605                          STATION RECOVERY (1986)
 AY0605
 AY0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0605'MARK NOT FOUND.
 AY0605
 AY0605                          STATION RECOVERY (1999)
 AY0605
 AY0605'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0954 ***********************************************************************
 AY0954  DESIGNATION -  U 525
 AY0954  PID         -  AY0954
 AY0954  STATE/COUNTY-  TX/BEXAR
 AY0954  USGS QUAD   -  HELOTES (1992)
 AY0954
 AY0954                         *CURRENT SURVEY CONTROL
 AY0954  ___________________________________________________________________
 AY0954* NAD 83(1986)-  29 31 08.     (N)    098 40 08.     (W)     SCALED    
 AY0954* NAVD 88     -       288.167  (meters)     945.43   (feet)  POSTED    
 AY0954  ___________________________________________________________________
 AY0954  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AY0954  DYNAMIC HT  -         287.750 (meters)     944.06  (feet)  COMP
 AY0954  MODELED GRAV-     979,171.7   (mgal)                       NAVD 88
 AY0954
 AY0954  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0954
 AY0954.The horizontal coordinates were scaled from a topographic map and have
 AY0954.an estimated accuracy of +/- 6 seconds.
 AY0954
 AY0954.The orthometric height was determined by differential leveling
 AY0954.and adjusted by the National Geodetic Survey in 1992..
 AY0954.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0954.rate of 0.0 thru 1.0 mm/km.
 AY0954
 AY0954.The geoid height was determined by GEOID03.
 AY0954
 AY0954.The dynamic height is computed by dividing the NAVD 88
 AY0954.geopotential number by the normal gravity value computed on the
 AY0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0954.degrees latitude (g = 980.6199 gals.).
 AY0954
 AY0954.The modeled gravity was interpolated from observed gravity values.
 AY0954
 AY0954;                    North         East    Units  Estimated Accuracy
 AY0954;SPC TXSC     - 4,186,850.      632,100.      MT  (+/- 180 meters Scaled)
 AY0954
 AY0954                          SUPERSEDED SURVEY CONTROL
 AY0954
 AY0954  NGVD 29 (??/??/92)  288.048  (m)          945.04   (f) ADJ UNCH    1 2
 AY0954
 AY0954.Superseded values are not recommended for survey control.
 AY0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0954.See file dsdata.txt to determine how the superseded data were derived.
 AY0954
 AY0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT320655(NAD 83)
 AY0954_MARKER: DR = REFERENCE MARK DISK
 AY0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0954_STAMPING: U 525 1953
 AY0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0954+STABILITY: SURFACE MOTION
 AY0954
 AY0954  HISTORY     - Date     Condition        Report By
 AY0954  HISTORY     - 1953     MONUMENTED       CGS
 AY0954  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0954  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY0954
 AY0954                          STATION DESCRIPTION
 AY0954
 AY0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0954'5.3 MI NW FROM SAN ANTONIO.
 AY0954'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE LEON VALLEY SCHOOL
 AY0954'AT SAN ANTONIO, THENCE 1.45 MILES WEST ALONG BRAUN ROAD, THENCE 0.85
 AY0954'MILE SOUTH ALONG TEZEL ROAD, 48 FEET SOUTHWEST OF THE CENTER LINE OF
 AY0954'THE ROAD, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET
 AY0954'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AY0954'GROUND.
 AY0954
 AY0954                          STATION RECOVERY (1986)
 AY0954
 AY0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0954'MARK NOT FOUND.
 AY0954
 AY0954                          STATION RECOVERY (1995)
 AY0954
 AY0954'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0296 ***********************************************************************
 FM0296  DESIGNATION -  U 528
 FM0296  PID         -  FM0296
 FM0296  STATE/COUNTY-  TX/OLDHAM
 FM0296  USGS QUAD   -  ROTTEN HILL (1966)
 FM0296
 FM0296                         *CURRENT SURVEY CONTROL
 FM0296  ___________________________________________________________________
 FM0296* NAD 83(1986)-  35 19 29.     (N)    102 11 56.     (W)     SCALED    
 FM0296* NAVD 88     -      1073.519  (meters)    3522.04   (feet)  ADJUSTED  
 FM0296  ___________________________________________________________________
 FM0296  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 FM0296  DYNAMIC HT  -        1072.240 (meters)    3517.84  (feet)  COMP
 FM0296  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 FM0296
 FM0296  VERT ORDER  -  SECOND    CLASS 0
 FM0296
 FM0296.The horizontal coordinates were scaled from a topographic map and have
 FM0296.an estimated accuracy of +/- 6 seconds.
 FM0296
 FM0296.The orthometric height was determined by differential leveling
 FM0296.and adjusted by the National Geodetic Survey in June 1991..
 FM0296
 FM0296.The geoid height was determined by GEOID03.
 FM0296
 FM0296.The dynamic height is computed by dividing the NAVD 88
 FM0296.geopotential number by the normal gravity value computed on the
 FM0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0296.degrees latitude (g = 980.6199 gals.).
 FM0296
 FM0296.The modeled gravity was interpolated from observed gravity values.
 FM0296
 FM0296;                    North         East    Units  Estimated Accuracy
 FM0296;SPC TX N     - 1,147,190.      136,460.      MT  (+/- 180 meters Scaled)
 FM0296
 FM0296                          SUPERSEDED SURVEY CONTROL
 FM0296
 FM0296  NGVD 29 (??/??/92) 1073.039  (m)         3520.46   (f) ADJ UNCH    2 0
 FM0296
 FM0296.Superseded values are not recommended for survey control.
 FM0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0296.See file dsdata.txt to determine how the superseded data were derived.
 FM0296
 FM0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV546126(NAD 83)
 FM0296_MARKER: DB = BENCH MARK DISK
 FM0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0296_STAMPING: U-528 1935
 FM0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0296+STABILITY: SURFACE MOTION
 FM0296
 FM0296  HISTORY     - Date     Condition        Report By
 FM0296  HISTORY     - 1935     MONUMENTED       CGS
 FM0296  HISTORY     - 1966     GOOD             USGS
 FM0296
 FM0296                          STATION DESCRIPTION
 FM0296
 FM0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0296'23.6 MI NW FROM BUSHLAND.
 FM0296'TO REACH BENCHMARK FROM POST-OFFICE GO 6.3 MILES NORTHWEST ALONG GOOD
 FM0296'GRADED ROAD TO JUNCTION OF AMARILLO-TASCOSA ROAD, THENCE 7.5 MILES
 FM0296'NORTHWEST TO TRAIL LEADING WESTERLY THROUGH WIRE GATE, THENCE
 FM0296'SOUTHWESTERLY ALONG WINDING TRAIL 0.3 MILE TO E-W FENCE, THENCE WEST
 FM0296'ALONG FENCE 2.0 MILES, THENCE SOUTH ALONG TRAIL 2.1 MILES TO JUNCTION
 FM0296'OF TRAILS, THENCE SOUTHWEST ALONG TRAIL AROUND EAST END OF CANYON 1.2
 FM0296'MILES TO E-W FENCE, THENCE SOUTH 0.6 MILE ACROSS COUNTRY TO ROCKY
 FM0296'DRAW, THENCE SOUTHWEST 0.7 MILE TO E-W FENCE, THENCE SOUTH 0.8 MILE
 FM0296'ALONG FENCE, THENCE THROUGH FENCE AND UP DRAW SOUTHWESTERLY 0.3 MILE,
 FM0296'THENCE SOUTHWESTERLY TO POINT WHERE TRAIL CROSSES DEEP SAND DRAW,
 FM0296'THENCE ACROSS SAND DRAW 0.8 MILE TO TOP OF HILL WHERE FENCE CROSSES
 FM0296'TRAIL.  NOTE-- MARK IS MISSTAMPED U 527.
 FM0296
 FM0296                          STATION RECOVERY (1966)
 FM0296
 FM0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0713 ***********************************************************************
 FL0713  DESIGNATION -  U 529
 FL0713  PID         -  FL0713
 FL0713  STATE/COUNTY-  TX/HUTCHINSON
 FL0713  USGS QUAD   -  ADOBE CREEK SW (1971)
 FL0713
 FL0713                         *CURRENT SURVEY CONTROL
 FL0713  ___________________________________________________________________
 FL0713* NAD 83(1986)-  35 51 23.     (N)    101 10 59.     (W)     SCALED    
 FL0713* NAVD 88     -       813.025  (meters)    2667.40   (feet)  ADJUSTED  
 FL0713  ___________________________________________________________________
 FL0713  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FL0713  DYNAMIC HT  -         812.141 (meters)    2664.50  (feet)  COMP
 FL0713  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 FL0713
 FL0713  VERT ORDER  -  SECOND    CLASS 0
 FL0713
 FL0713.The horizontal coordinates were scaled from a topographic map and have
 FL0713.an estimated accuracy of +/- 6 seconds.
 FL0713
 FL0713.The orthometric height was determined by differential leveling
 FL0713.and adjusted by the National Geodetic Survey in June 1991..
 FL0713
 FL0713.The geoid height was determined by GEOID03.
 FL0713
 FL0713.The dynamic height is computed by dividing the NAVD 88
 FL0713.geopotential number by the normal gravity value computed on the
 FL0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0713.degrees latitude (g = 980.6199 gals.).
 FL0713
 FL0713.The modeled gravity was interpolated from observed gravity values.
 FL0713
 FL0713;                    North         East    Units  Estimated Accuracy
 FL0713;SPC TX N     - 1,205,990.      228,630.      MT  (+/- 180 meters Scaled)
 FL0713
 FL0713                          SUPERSEDED SURVEY CONTROL
 FL0713
 FL0713  NGVD 29 (??/??/92)  812.616  (m)         2666.06   (f) ADJ UNCH    2 0
 FL0713
 FL0713.Superseded values are not recommended for survey control.
 FL0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0713.See file dsdata.txt to determine how the superseded data were derived.
 FL0713
 FL0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE028702(NAD 83)
 FL0713_MARKER: DB = BENCH MARK DISK
 FL0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0713_STAMPING: U 529 1935
 FL0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0713+STABILITY: SURFACE MOTION
 FL0713
 FL0713  HISTORY     - Date     Condition        Report By
 FL0713  HISTORY     - 1935     MONUMENTED       CGS
 FL0713  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0713
 FL0713                          STATION DESCRIPTION
 FL0713
 FL0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0713'8.8 MI NE FROM PLEMONS.
 FL0713'8.8 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM THE POST OFFICE AT
 FL0713'PLEMONS, ABOUT 1 MILE WEST OF THE DIXON HOUSE ON TURKEY TRACK RANCH,
 FL0713'0.7 MILE WEST OF THE CROSSING OF THE PANHANDLE PIPE LINE OVER CANADIAN
 FL0713'RIVER, AND 22 FEET EAST OF THE CENTERLINE OF THE ROAD. A STANDARD
 FL0713'DISK, STAMPED U 529 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0713
 FL0713                          STATION RECOVERY (1971)
 FL0713
 FL0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0527 ***********************************************************************
 FL0527  DESIGNATION -  U 530
 FL0527  PID         -  FL0527
 FL0527  STATE/COUNTY-  TX/ROBERTS
 FL0527  USGS QUAD   -  HORSE CREEK NORTH (1972)
 FL0527
 FL0527                         *CURRENT SURVEY CONTROL
 FL0527  ___________________________________________________________________
 FL0527* NAD 83(1986)-  35 59 10.     (N)    100 38 50.     (W)     SCALED    
 FL0527* NAVD 88     -       742.133  (meters)    2434.81   (feet)  ADJUSTED  
 FL0527  ___________________________________________________________________
 FL0527  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FL0527  DYNAMIC HT  -         741.346 (meters)    2432.23  (feet)  COMP
 FL0527  MODELED GRAV-     979,548.7   (mgal)                       NAVD 88
 FL0527
 FL0527  VERT ORDER  -  SECOND    CLASS 0
 FL0527
 FL0527.The horizontal coordinates were scaled from a topographic map and have
 FL0527.an estimated accuracy of +/- 6 seconds.
 FL0527
 FL0527.The orthometric height was determined by differential leveling
 FL0527.and adjusted by the National Geodetic Survey in June 1991..
 FL0527
 FL0527.The geoid height was determined by GEOID03.
 FL0527
 FL0527.The dynamic height is computed by dividing the NAVD 88
 FL0527.geopotential number by the normal gravity value computed on the
 FL0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0527.degrees latitude (g = 980.6199 gals.).
 FL0527
 FL0527.The modeled gravity was interpolated from observed gravity values.
 FL0527
 FL0527;                    North         East    Units  Estimated Accuracy
 FL0527;SPC TX N     - 1,220,670.      276,900.      MT  (+/- 180 meters Scaled)
 FL0527
 FL0527                          SUPERSEDED SURVEY CONTROL
 FL0527
 FL0527  NGVD 29 (??/??/92)  741.788  (m)         2433.68   (f) ADJ UNCH    2 0
 FL0527
 FL0527.Superseded values are not recommended for survey control.
 FL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0527.See file dsdata.txt to determine how the superseded data were derived.
 FL0527
 FL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE515836(NAD 83)
 FL0527_MARKER: DB = BENCH MARK DISK
 FL0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0527_STAMPING: U 530 1935
 FL0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0527+STABILITY: SURFACE MOTION
 FL0527
 FL0527  HISTORY     - Date     Condition        Report By
 FL0527  HISTORY     - 1935     MONUMENTED       CGS
 FL0527  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0527
 FL0527                          STATION DESCRIPTION
 FL0527
 FL0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0527'20.3 MI NW FROM CANADIAN.
 FL0527'IN ROBERTS COUNTY, 9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE
 FL0527'POST OFFICE AT CANADIAN, HEMPHILL COUNTY, THENCE 11.3 MILES WEST ALONG
 FL0527'A ROAD.  2.7 MILES WEST OF THE ENTRANCE TO THE L.O. CONNELY RANCH, 150
 FL0527'FEET EAST OF THE CENTERLINE OF A DRY CREEK BED, 21.6 FEET NORTH OF THE
 FL0527'CENTERLINE OF THE ROAD, 18.7 FEET NORTH OF THE NORTH END OF AN
 FL0527'AUTOMOBILE GATE, AND 4.6 FEET WEST OF THE FENCE.  A STANDARD DISK,
 FL0527'STAMPED U 530 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0527
 FL0527                          STATION RECOVERY (1972)
 FL0527
 FL0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0390 ***********************************************************************
 FM0390  DESIGNATION -  U 532
 FM0390  PID         -  FM0390
 FM0390  STATE/COUNTY-  TX/OLDHAM
 FM0390  USGS QUAD   -  LANDERGIN (1966)
 FM0390
 FM0390                         *CURRENT SURVEY CONTROL
 FM0390  ___________________________________________________________________
 FM0390* NAD 83(1986)-  35 21 38.     (N)    102 32 49.     (W)     SCALED    
 FM0390* NAVD 88     -      1190.603  (meters)    3906.17   (feet)  ADJUSTED  
 FM0390  ___________________________________________________________________
 FM0390  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 FM0390  DYNAMIC HT  -        1189.186 (meters)    3901.52  (feet)  COMP
 FM0390  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 FM0390
 FM0390  VERT ORDER  -  SECOND    CLASS 0
 FM0390
 FM0390.The horizontal coordinates were scaled from a topographic map and have
 FM0390.an estimated accuracy of +/- 6 seconds.
 FM0390
 FM0390.The orthometric height was determined by differential leveling
 FM0390.and adjusted by the National Geodetic Survey in June 1991..
 FM0390
 FM0390.The geoid height was determined by GEOID03.
 FM0390
 FM0390.The dynamic height is computed by dividing the NAVD 88
 FM0390.geopotential number by the normal gravity value computed on the
 FM0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0390.degrees latitude (g = 980.6199 gals.).
 FM0390
 FM0390.The modeled gravity was interpolated from observed gravity values.
 FM0390
 FM0390;                    North         East    Units  Estimated Accuracy
 FM0390;SPC TX N     - 1,151,440.      104,860.      MT  (+/- 180 meters Scaled)
 FM0390
 FM0390                          SUPERSEDED SURVEY CONTROL
 FM0390
 FM0390  NGVD 29 (??/??/92) 1190.084  (m)         3904.47   (f) ADJ UNCH    2 0
 FM0390
 FM0390.Superseded values are not recommended for survey control.
 FM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0390.See file dsdata.txt to determine how the superseded data were derived.
 FM0390
 FM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV228157(NAD 83)
 FM0390_MARKER: DB = BENCH MARK DISK
 FM0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0390_STAMPING: U 532 1935
 FM0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0390+STABILITY: SURFACE MOTION
 FM0390
 FM0390  HISTORY     - Date     Condition        Report By
 FM0390  HISTORY     - 1935     MONUMENTED       CGS
 FM0390  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0390
 FM0390                          STATION DESCRIPTION
 FM0390
 FM0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0390'13.6 MI NW FROM VEGA.
 FM0390'TO REACH FROM VEGA POST OFFICE GO 6.3 MILES WEST ALONG U.S. HIGHWAY
 FM0390'NO. 66, THENCE NORTHWEST ALONG TRAIL FOR ABOUT 7.3 MILES.  ON TOP OF
 FM0390'HILL AT POINT WHERE TRAIL TURNS TO THE WEST.  54 FEET WEST OF
 FM0390'CENTERLINE OF TRAIL.
 FM0390
 FM0390                          STATION RECOVERY (1966)
 FM0390
 FM0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1378 ***********************************************************************
 FL1378  DESIGNATION -  U 533
 FL1378  PID         -  FL1378
 FL1378  STATE/COUNTY-  TX/CARSON
 FL1378  USGS QUAD   -  SANFORD (1970)
 FL1378
 FL1378                         *CURRENT SURVEY CONTROL
 FL1378  ___________________________________________________________________
 FL1378* NAD 83(1986)-  35 42 53.     (N)    101 30 46.     (W)     SCALED    
 FL1378* NAVD 88     -       859.964  (meters)    2821.40   (feet)  ADJUSTED  
 FL1378  ___________________________________________________________________
 FL1378  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 FL1378  DYNAMIC HT  -         858.994 (meters)    2818.22  (feet)  COMP
 FL1378  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 FL1378
 FL1378  VERT ORDER  -  SECOND    CLASS 0
 FL1378
 FL1378.The horizontal coordinates were scaled from a topographic map and have
 FL1378.an estimated accuracy of +/- 6 seconds.
 FL1378
 FL1378.The orthometric height was determined by differential leveling
 FL1378.and adjusted by the National Geodetic Survey in June 1991..
 FL1378
 FL1378.The geoid height was determined by GEOID03.
 FL1378
 FL1378.The dynamic height is computed by dividing the NAVD 88
 FL1378.geopotential number by the normal gravity value computed on the
 FL1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1378.degrees latitude (g = 980.6199 gals.).
 FL1378
 FL1378.The modeled gravity was interpolated from observed gravity values.
 FL1378
 FL1378;                    North         East    Units  Estimated Accuracy
 FL1378;SPC TX N     - 1,190,230.      198,840.      MT  (+/- 180 meters Scaled)
 FL1378
 FL1378                          SUPERSEDED SURVEY CONTROL
 FL1378
 FL1378  NGVD 29 (??/??/92)  859.528  (m)         2819.97   (f) ADJ UNCH    2 0
 FL1378
 FL1378.Superseded values are not recommended for survey control.
 FL1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1378.See file dsdata.txt to determine how the superseded data were derived.
 FL1378
 FL1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE726552(NAD 83)
 FL1378_MARKER: DB = BENCH MARK DISK
 FL1378_SETTING: 80 = SET IN A BOULDER
 FL1378_SP_SET: BOULDER
 FL1378_STAMPING: U-533 1935
 FL1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1378+STABILITY: SURFACE MOTION
 FL1378
 FL1378  HISTORY     - Date     Condition        Report By
 FL1378  HISTORY     - 1935     MONUMENTED       CGS
 FL1378  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1378
 FL1378                          STATION DESCRIPTION
 FL1378
 FL1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1378'2.3 MI NW FROM SANDFORD.
 FL1378'2.3 MILES NORTHWEST OF DEPOT BY RAIL BENCHMARK IS LOCATED IN TOP OF
 FL1378'LIMESTONE ROCK ON WEST SIDE OF LEASED RIGHT-OF-WAY.  22 RAIL LENGTHS
 FL1378'SOUTH OF SOUTH END OF BRIDGE OVER CANADIAN RIVER.  7 RAIL LENGTHS
 FL1378'SOUTH OF MILE POST NO. 46.1.  7.3 FEET EAST OF SMALL CLIFF. 13.4 FEET
 FL1378'WEST OF WEST RAIL.  ABOUT 3.0 FEET ABOVE TRACKS.
 FL1378
 FL1378                          STATION RECOVERY (1971)
 FL1378
 FL1378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0226 ***********************************************************************
 FM0226  DESIGNATION -  U 534
 FM0226  PID         -  FM0226
 FM0226  STATE/COUNTY-  TX/OLDHAM
 FM0226  USGS QUAD   -  TORREY HOUSE (1971)
 FM0226
 FM0226                         *CURRENT SURVEY CONTROL
 FM0226  ___________________________________________________________________
 FM0226* NAD 83(1986)-  35 35 29.     (N)    102 25 27.     (W)     SCALED    
 FM0226* NAVD 88     -      1014.044  (meters)    3326.91   (feet)  POSTED    
 FM0226  ___________________________________________________________________
 FM0226  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 FM0226  DYNAMIC HT  -        1012.860 (meters)    3323.02  (feet)  COMP
 FM0226  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 FM0226
 FM0226  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FM0226
 FM0226.The horizontal coordinates were scaled from a topographic map and have
 FM0226.an estimated accuracy of +/- 6 seconds.
 FM0226
 FM0226.The orthometric height was determined by differential leveling
 FM0226.and adjusted by the National Geodetic Survey in 1992..
 FM0226.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FM0226.rate of 0.0 thru 1.0 mm/km.
 FM0226
 FM0226.The geoid height was determined by GEOID03.
 FM0226
 FM0226.The dynamic height is computed by dividing the NAVD 88
 FM0226.geopotential number by the normal gravity value computed on the
 FM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0226.degrees latitude (g = 980.6199 gals.).
 FM0226
 FM0226.The modeled gravity was interpolated from observed gravity values.
 FM0226
 FM0226;                    North         East    Units  Estimated Accuracy
 FM0226;SPC TX N     - 1,176,940.      116,250.      MT  (+/- 180 meters Scaled)
 FM0226
 FM0226                          SUPERSEDED SURVEY CONTROL
 FM0226
 FM0226  NGVD 29 (??/??/92) 1013.533  (m)         3325.23   (f) ADJ UNCH    2 0
 FM0226
 FM0226.Superseded values are not recommended for survey control.
 FM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0226.See file dsdata.txt to determine how the superseded data were derived.
 FM0226
 FM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV333416(NAD 83)
 FM0226_MARKER: DB = BENCH MARK DISK
 FM0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0226_STAMPING: U 534 1935
 FM0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0226+STABILITY: SURFACE MOTION
 FM0226
 FM0226  HISTORY     - Date     Condition        Report By
 FM0226  HISTORY     - 1935     MONUMENTED       CGS
 FM0226  HISTORY     - 1971     GOOD             USGS
 FM0226
 FM0226                          STATION DESCRIPTION
 FM0226
 FM0226'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0226'39.9 MI NE FROM ADRIAN.
 FM0226'TO REACH FROM THE JCT OF US HIGHWAY 385 AND TEXAS HWY 354 IN CHANNING
 FM0226'GO SOUTH ON US HIGHWAY 385 FOR 2.0 MILES TO THE JUCT WITH A GRADED
 FM0226'DIRT ROAD SOUTH TURN RIGHT AND FOLLOW ROAD AND RR SOUTH FOR 3.7 MILES
 FM0226'THENCE WEST ACROSS RR FOR 1.2 MILES TO THE RH FULTON RANCH
 FM0226'HEADQUARTERS, CONTINUE WESTERLY ON PRIVATE RANCH ROAD, AT 1.3 MILE
 FM0226'CROSS CATTLEGUARD AT 2.6 MILE CROSS ANOTHER CATTLEGUARD CONTINUE WEST
 FM0226'FROM SECOND CATTLEGUARD FOR 0.8 MILE TO A CORRALL ON THE LEFT AND THE
 FM0226'BM ON THE RIGHT.  BM IS 840 FEET NORTHEAST OF A WINDMILL, ABOUT 220
 FM0226'FEET NORTH OF THE ROAD, 56 FEET SOUTH OF AN OLD ABANDONED ROAD, AND
 FM0226'250 FEET WEST OF THE SOUTH TOP OF A SHARP BEND OF A SAND WASH.  A
 FM0226'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1030 ***********************************************************************
 FL1030  DESIGNATION -  U 536
 FL1030  PID         -  FL1030
 FL1030  STATE/COUNTY-  TX/CARSON
 FL1030  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1030
 FL1030                         *CURRENT SURVEY CONTROL
 FL1030  ___________________________________________________________________
 FL1030* NAD 83(1986)-  35 20 06.     (N)    101 23 24.     (W)     SCALED    
 FL1030* NAVD 88     -      1056.127  (meters)    3464.98   (feet)  ADJUSTED  
 FL1030  ___________________________________________________________________
 FL1030  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1030  DYNAMIC HT  -        1054.887 (meters)    3460.91  (feet)  COMP
 FL1030  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 FL1030
 FL1030  VERT ORDER  -  SECOND    CLASS 0
 FL1030
 FL1030.The horizontal coordinates were scaled from a topographic map and have
 FL1030.an estimated accuracy of +/- 6 seconds.
 FL1030
 FL1030.The orthometric height was determined by differential leveling
 FL1030.and adjusted by the National Geodetic Survey in June 1991..
 FL1030
 FL1030.The geoid height was determined by GEOID03.
 FL1030
 FL1030.The dynamic height is computed by dividing the NAVD 88
 FL1030.geopotential number by the normal gravity value computed on the
 FL1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1030.degrees latitude (g = 980.6199 gals.).
 FL1030
 FL1030.The modeled gravity was interpolated from observed gravity values.
 FL1030
 FL1030;                    North         East    Units  Estimated Accuracy
 FL1030;SPC TX N     - 1,148,110.      210,000.      MT  (+/- 180 meters Scaled)
 FL1030
 FL1030                          SUPERSEDED SURVEY CONTROL
 FL1030
 FL1030  NGVD 29 (??/??/92) 1055.626  (m)         3463.33   (f) ADJ UNCH    2 0
 FL1030
 FL1030.Superseded values are not recommended for survey control.
 FL1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1030.See file dsdata.txt to determine how the superseded data were derived.
 FL1030
 FL1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE827128(NAD 83)
 FL1030_MARKER: DB = BENCH MARK DISK
 FL1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1030_STAMPING: U 536 1935
 FL1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1030+STABILITY: SURFACE MOTION
 FL1030
 FL1030  HISTORY     - Date     Condition        Report By
 FL1030  HISTORY     - 1935     MONUMENTED       CGS
 FL1030  HISTORY     - 1965     MARK NOT FOUND   USGS
 FL1030
 FL1030                          STATION DESCRIPTION
 FL1030
 FL1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1030'0.9 MI W FROM PANHANDLE.
 FL1030'ALONG THE SANTE FE RAILROAD BETWEEN PANHANDLE AND LEE.  12 RAILS EAST
 FL1030'OF MILE POST 527, ACROSS THE TRACKS AND TO THE SOUTH OF PANHANDLE RACE
 FL1030'TRACK, ABOUT 650 FEET NORTH OF CENTERLINE OF STATE HIGHWAY NO 33, AND
 FL1030'68 FEET SOUTH OF SOUTH RAIL OF SOUTH MAIN LINE TRACK.
 FL1030
 FL1030                          STATION RECOVERY (1965)
 FL1030
 FL1030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0160 ***********************************************************************
 FM0160  DESIGNATION -  U 538
 FM0160  PID         -  FM0160
 FM0160  STATE/COUNTY-  TX/MOORE
 FM0160  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0160
 FM0160                         *CURRENT SURVEY CONTROL
 FM0160  ___________________________________________________________________
 FM0160* NAD 83(1986)-  35 48 28.     (N)    102 04 56.     (W)     SCALED    
 FM0160* NAVD 88     -      1149.639  (meters)    3771.77   (feet)  ADJUSTED  
 FM0160  ___________________________________________________________________
 FM0160  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FM0160  DYNAMIC HT  -        1148.292 (meters)    3767.35  (feet)  COMP
 FM0160  MODELED GRAV-     979,422.5   (mgal)                       NAVD 88
 FM0160
 FM0160  VERT ORDER  -  SECOND    CLASS 0
 FM0160
 FM0160.The horizontal coordinates were scaled from a topographic map and have
 FM0160.an estimated accuracy of +/- 6 seconds.
 FM0160
 FM0160.The orthometric height was determined by differential leveling
 FM0160.and adjusted by the National Geodetic Survey in June 1991..
 FM0160
 FM0160.The geoid height was determined by GEOID03.
 FM0160
 FM0160.The dynamic height is computed by dividing the NAVD 88
 FM0160.geopotential number by the normal gravity value computed on the
 FM0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0160.degrees latitude (g = 980.6199 gals.).
 FM0160
 FM0160.The modeled gravity was interpolated from observed gravity values.
 FM0160
 FM0160;                    North         East    Units  Estimated Accuracy
 FM0160;SPC TX N     - 1,200,710.      147,380.      MT  (+/- 180 meters Scaled)
 FM0160
 FM0160                          SUPERSEDED SURVEY CONTROL
 FM0160
 FM0160  NGVD 29 (??/??/92) 1149.084  (m)         3769.95   (f) ADJ UNCH    2 0
 FM0160
 FM0160.Superseded values are not recommended for survey control.
 FM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0160.See file dsdata.txt to determine how the superseded data were derived.
 FM0160
 FM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV636665(NAD 83)
 FM0160_MARKER: DB = BENCH MARK DISK
 FM0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0160_STAMPING: U-538 1935
 FM0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0160+STABILITY: SURFACE MOTION
 FM0160
 FM0160  HISTORY     - Date     Condition        Report By
 FM0160  HISTORY     - 1935     MONUMENTED       CGS
 FM0160  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0160
 FM0160                          STATION DESCRIPTION
 FM0160
 FM0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0160'9.4 MI SW FROM DUMAS.
 FM0160'TO REACH BENCHMARK FROM COURT HOUSE GO 0.5 MILE SOUTH ALONG HIGHWAY
 FM0160'NO. 9, THENCE 2.4 MILES WEST TO SOUTH TURN IN ROAD, CONTINUE THENCE
 FM0160'WEST 1.0 MILE ALONG TRAIL AND POLE LINE, THENCE SOUTH ALONG FENCE AND
 FM0160'POLE LINE 1.9 MILES TO JUNCTION OF TRAIL AND ROAD, CONTINUE THENCE
 FM0160'SOUTH ALONG GRADED ROAD 1.1 MILES TO ROAD JUNCTION, THENCE WEST 2.5
 FM0160'MILES.  BENCHMARK IS SET ALONG GRADED ROAD BETWEEN DUMAS AND CHANNING
 FM0160'APPROXIMATELY 0.6 MILE NORTH OF SMALL BROWN RANCH HOUSE HAVING
 FM0160'WINDMILL IN WEST YARD.  BEING 53.0 FEET SOUTH OF CENTER-LINE OF ROAD,
 FM0160'AND 1.3 FEET SOUTH OF RIGHT-OF-WAY FENCE.
 FM0160
 FM0160                          STATION RECOVERY (1963)
 FM0160
 FM0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0353 ***********************************************************************
 FM0353  DESIGNATION -  U 541
 FM0353  PID         -  FM0353
 FM0353  STATE/COUNTY-  TX/DEAF SMITH
 FM0353  USGS QUAD   -  WILDORADO SW (1984)
 FM0353
 FM0353                         *CURRENT SURVEY CONTROL
 FM0353  ___________________________________________________________________
 FM0353* NAD 83(1986)-  35 03 07.     (N)    102 12 15.     (W)     SCALED    
 FM0353* NAVD 88     -      1163.884  (meters)    3818.51   (feet)  ADJUSTED  
 FM0353  ___________________________________________________________________
 FM0353  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 FM0353  DYNAMIC HT  -        1162.461 (meters)    3813.84  (feet)  COMP
 FM0353  MODELED GRAV-     979,371.4   (mgal)                       NAVD 88
 FM0353
 FM0353  VERT ORDER  -  SECOND    CLASS 0
 FM0353
 FM0353.The horizontal coordinates were scaled from a topographic map and have
 FM0353.an estimated accuracy of +/- 6 seconds.
 FM0353
 FM0353.The orthometric height was determined by differential leveling
 FM0353.and adjusted by the National Geodetic Survey in June 1991..
 FM0353
 FM0353.The geoid height was determined by GEOID03.
 FM0353
 FM0353.The dynamic height is computed by dividing the NAVD 88
 FM0353.geopotential number by the normal gravity value computed on the
 FM0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0353.degrees latitude (g = 980.6199 gals.).
 FM0353
 FM0353.The modeled gravity was interpolated from observed gravity values.
 FM0353
 FM0353;                    North         East    Units  Estimated Accuracy
 FM0353;SPC TX N     - 1,116,930.      135,760.      MT  (+/- 180 meters Scaled)
 FM0353
 FM0353                          SUPERSEDED SURVEY CONTROL
 FM0353
 FM0353  NGVD 29 (??/??/92) 1163.375  (m)         3816.84   (f) ADJ UNCH    2 0
 FM0353
 FM0353.Superseded values are not recommended for survey control.
 FM0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0353.See file dsdata.txt to determine how the superseded data were derived.
 FM0353
 FM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU549823(NAD 83)
 FM0353_MARKER: DB = BENCH MARK DISK
 FM0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0353_STAMPING: U 541 1935
 FM0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0353+STABILITY: SURFACE MOTION
 FM0353
 FM0353  HISTORY     - Date     Condition        Report By
 FM0353  HISTORY     - 1935     MONUMENTED       CGS
 FM0353  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0353  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0353
 FM0353                          STATION DESCRIPTION
 FM0353
 FM0353'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FM0353'0.4 MI W FROM DAWN.
 FM0353'0.4 MILE WEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT DAWN,
 FM0353'DEAF SMITH COUNTY, THENCE 9.7 MILES NORTH ALONG A GRADED ROAD, 0.9
 FM0353'MILE NORTH OF A CONCRETE BRIDGE OVER A CREEK, 0.2 MILE SOUTHEAST OF A
 FM0353'STUCCO RANCH HOUSE, AT THE JUNCTION OF A LANE LEADING TO THE RANCH
 FM0353'HOUSE, 37 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 29
 FM0353'FEET NORTH OF THE CENTERLINE OF THE DRIVE, 2.1 FEET WEST OF THE
 FM0353'NORTH-AND-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 FM0353'BELIEVED DESTROYED DURING ROAD CONSTRUCTION.
 FM0353
 FM0353                          STATION RECOVERY (1980)
 FM0353
 FM0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0774 ***********************************************************************
 FL0774  DESIGNATION -  U 542
 FL0774  PID         -  FL0774
 FL0774  STATE/COUNTY-  TX/HUTCHINSON
 FL0774  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL0774
 FL0774                         *CURRENT SURVEY CONTROL
 FL0774  ___________________________________________________________________
 FL0774* NAD 83(1986)-  35 40 45.     (N)    101 14 35.     (W)     SCALED    
 FL0774* NAVD 88     -       901.229  (meters)    2956.78   (feet)  ADJUSTED  
 FL0774  ___________________________________________________________________
 FL0774  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 FL0774  DYNAMIC HT  -         900.222 (meters)    2953.48  (feet)  COMP
 FL0774  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 FL0774
 FL0774  VERT ORDER  -  SECOND    CLASS 0
 FL0774
 FL0774.The horizontal coordinates were scaled from a topographic map and have
 FL0774.an estimated accuracy of +/- 6 seconds.
 FL0774
 FL0774.The orthometric height was determined by differential leveling
 FL0774.and adjusted by the National Geodetic Survey in June 1991..
 FL0774
 FL0774.The geoid height was determined by GEOID03.
 FL0774
 FL0774.The dynamic height is computed by dividing the NAVD 88
 FL0774.geopotential number by the normal gravity value computed on the
 FL0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0774.degrees latitude (g = 980.6199 gals.).
 FL0774
 FL0774.The modeled gravity was interpolated from observed gravity values.
 FL0774
 FL0774;                    North         East    Units  Estimated Accuracy
 FL0774;SPC TX N     - 1,186,310.      223,260.      MT  (+/- 180 meters Scaled)
 FL0774
 FL0774                          SUPERSEDED SURVEY CONTROL
 FL0774
 FL0774  NGVD 29 (??/??/92)  900.791  (m)         2955.35   (f) ADJ UNCH    2 0
 FL0774
 FL0774.Superseded values are not recommended for survey control.
 FL0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0774.See file dsdata.txt to determine how the superseded data were derived.
 FL0774
 FL0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE970506(NAD 83)
 FL0774_MARKER: DB = BENCH MARK DISK
 FL0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0774_STAMPING: U 542 1935
 FL0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0774+STABILITY: SURFACE MOTION
 FL0774
 FL0774  HISTORY     - Date     Condition        Report By
 FL0774  HISTORY     - 1935     MONUMENTED       CGS
 FL0774  HISTORY     - 1970     MARK NOT FOUND   USGS
 FL0774
 FL0774                          STATION DESCRIPTION
 FL0774
 FL0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0774'9 MI NE FROM BORGER.
 FL0774'ABOUT 9 MILES NORTHEAST OF BORGER, HUTCHINSON COUNTY.  THIS MARK MAY
 FL0774'BE REACHED FROM THE POST OFFICE BY GOING 0.9 MILE SOUTH, 0.1 MILE EAST
 FL0774'ALONG GRADED ROADS AND THENCE 0.7 MILES NORTHEAST ALONG A GRADED ROAD
 FL0774'AND A TRAIL, 2.0 MILES NORTHEAST OF THE DURELL RANCH C0. RANCH HOUSE,
 FL0774'ABOUT 1,000 FEET EAST OF A DRY CREEK, 198 FEET NORTH OF THE ENTRANCE
 FL0774'TO THE BADGER OIL CO. FIELD, ON THE SIDE OF A SMALL SAND HILL, AND
 FL0774'51.4 FEET WEST OF THE CENTERLINE OF THE TRAIL.  A STANDARD DISK,
 FL0774'STAMPED U 542 1935 AND SET IN THE TOP OF CONCRETE POST.
 FL0774
 FL0774                          STATION RECOVERY (1970)
 FL0774
 FL0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FL0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0581 ***********************************************************************
 FL0581  DESIGNATION -  U 543
 FL0581  PID         -  FL0581
 FL0581  STATE/COUNTY-  TX/ROBERTS
 FL0581  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL0581
 FL0581                         *CURRENT SURVEY CONTROL
 FL0581  ___________________________________________________________________
 FL0581* NAD 83(1986)-  35 49 35.     (N)    100 35 38.     (W)     SCALED    
 FL0581* NAVD 88     -       895.203  (meters)    2937.01   (feet)  ADJUSTED  
 FL0581  ___________________________________________________________________
 FL0581  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FL0581  DYNAMIC HT  -         894.223 (meters)    2933.80  (feet)  COMP
 FL0581  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 FL0581
 FL0581  VERT ORDER  -  SECOND    CLASS 0
 FL0581
 FL0581.The horizontal coordinates were scaled from a topographic map and have
 FL0581.an estimated accuracy of +/- 6 seconds.
 FL0581
 FL0581.The orthometric height was determined by differential leveling
 FL0581.and adjusted by the National Geodetic Survey in June 1991..
 FL0581
 FL0581.The geoid height was determined by GEOID03.
 FL0581
 FL0581.The dynamic height is computed by dividing the NAVD 88
 FL0581.geopotential number by the normal gravity value computed on the
 FL0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0581.degrees latitude (g = 980.6199 gals.).
 FL0581
 FL0581.The modeled gravity was interpolated from observed gravity values.
 FL0581
 FL0581;                    North         East    Units  Estimated Accuracy
 FL0581;SPC TX N     - 1,202,990.      281,870.      MT  (+/- 180 meters Scaled)
 FL0581
 FL0581                          SUPERSEDED SURVEY CONTROL
 FL0581
 FL0581  NGVD 29 (??/??/92)  894.815  (m)         2935.74   (f) ADJ UNCH    2 0
 FL0581
 FL0581.Superseded values are not recommended for survey control.
 FL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0581.See file dsdata.txt to determine how the superseded data were derived.
 FL0581
 FL0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE560658(NAD 83)
 FL0581_MARKER: DB = BENCH MARK DISK
 FL0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0581_STAMPING: U 543 1935
 FL0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0581+STABILITY: SURFACE MOTION
 FL0581
 FL0581  HISTORY     - Date     Condition        Report By
 FL0581  HISTORY     - 1935     MONUMENTED       CGS
 FL0581  HISTORY     - 1972     GOOD             USGS
 FL0581
 FL0581                          STATION DESCRIPTION
 FL0581
 FL0581'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0581'14.3 MI NE FROM MIAMI.
 FL0581'4.9 MI. NW ALONG STATE HWY. 283, THENCE 9.4 MI NE, FROM THE POST
 FL0581'OFFICE AT MIAMI, ALONG A GRADED RD. TO A CATTLE GUARD, 112 FT. W. OF
 FL0581'THE CENTERLINE OF RD. CATTLE GUARD, 3.6 FT. SOUTH OF THE E-W FE., 0.4
 FL0581'MI. N. OF A RD. JCT. AND 0.85 MI. NW OF A RANCH HOUSE.  A STANDARD
 FL0581'DISK, STAMPED U 543 1935, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0958 ***********************************************************************
 FL0958  DESIGNATION -  U 544
 FL0958  PID         -  FL0958
 FL0958  STATE/COUNTY-  TX/GRAY
 FL0958  USGS QUAD   -  GROOM (1983)
 FL0958
 FL0958                         *CURRENT SURVEY CONTROL
 FL0958  ___________________________________________________________________
 FL0958* NAD 83(1986)-  35 11 11.     (N)    101 00 28.     (W)     SCALED    
 FL0958* NAVD 88     -       981.832  (meters)    3221.23   (feet)  ADJUSTED  
 FL0958  ___________________________________________________________________
 FL0958  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0958  DYNAMIC HT  -         980.703 (meters)    3217.52  (feet)  COMP
 FL0958  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 FL0958
 FL0958  VERT ORDER  -  SECOND    CLASS 0
 FL0958
 FL0958.The horizontal coordinates were scaled from a topographic map and have
 FL0958.an estimated accuracy of +/- 6 seconds.
 FL0958
 FL0958.The orthometric height was determined by differential leveling
 FL0958.and adjusted by the National Geodetic Survey in June 1991..
 FL0958
 FL0958.The geoid height was determined by GEOID03.
 FL0958
 FL0958.The dynamic height is computed by dividing the NAVD 88
 FL0958.geopotential number by the normal gravity value computed on the
 FL0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0958.degrees latitude (g = 980.6199 gals.).
 FL0958
 FL0958.The modeled gravity was interpolated from observed gravity values.
 FL0958
 FL0958;                    North         East    Units  Estimated Accuracy
 FL0958;SPC TX N     - 1,131,730.      244,830.      MT  (+/- 180 meters Scaled)
 FL0958
 FL0958                          SUPERSEDED SURVEY CONTROL
 FL0958
 FL0958  NGVD 29 (??/??/92)  981.39   (m)         3219.8    (f) COMPUTED    2 0
 FL0958
 FL0958.Superseded values are not recommended for survey control.
 FL0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0958.See file dsdata.txt to determine how the superseded data were derived.
 FL0958
 FL0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD171955(NAD 83)
 FL0958_MARKER: DB = BENCH MARK DISK
 FL0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0958_STAMPING: U 544 1935
 FL0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0958+STABILITY: SURFACE MOTION
 FL0958
 FL0958  HISTORY     - Date     Condition        Report By
 FL0958  HISTORY     - 1935     MONUMENTED       CGS
 FL0958  HISTORY     - 1984     GOOD             NGS
 FL0958
 FL0958                          STATION DESCRIPTION
 FL0958
 FL0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0958'0.4 MI N FROM BOYDSTON.
 FL0958'0.4 ILE NORTH ALONG A GRADED ROAD FROM THE CHICAGO, ROCK ISLAND AND
 FL0958'PACIFIC RAILWAY STATION AT BOYDSTON, GRAY COUNTY, AT THE TOP OF A
 FL0958'HILL, EAST OF AN ABANDONED ROAD, 37.6 FEET EAST OF THE CENTERLINE OF
 FL0958'THE GRADED ROAD, AND 1.8 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 FL0958'STANDARD DISK, STAMPED U 544 1935 AND SET IN THE TOP OF A CONCRETE
 FL0958'POST.
 FL0958
 FL0958                          STATION RECOVERY (1984)
 FL0958
 FL0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0974 ***********************************************************************
 FL0974  DESIGNATION -  U 545
 FL0974  PID         -  FL0974
 FL0974  STATE/COUNTY-  TX/CARSON
 FL0974  USGS QUAD   -  PANHANDLE EAST (1966)
 FL0974
 FL0974                         *CURRENT SURVEY CONTROL
 FL0974  ___________________________________________________________________
 FL0974* NAD 83(1986)-  35 20 03.     (N)    101 15 27.     (W)     SCALED    
 FL0974* NAVD 88     -      1031.933  (meters)    3385.60   (feet)  ADJUSTED  
 FL0974  ___________________________________________________________________
 FL0974  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0974  DYNAMIC HT  -        1030.735 (meters)    3381.67  (feet)  COMP
 FL0974  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 FL0974
 FL0974  VERT ORDER  -  SECOND    CLASS 0
 FL0974
 FL0974.The horizontal coordinates were scaled from a topographic map and have
 FL0974.an estimated accuracy of +/- 6 seconds.
 FL0974
 FL0974.The orthometric height was determined by differential leveling
 FL0974.and adjusted by the National Geodetic Survey in June 1991..
 FL0974
 FL0974.The geoid height was determined by GEOID03.
 FL0974
 FL0974.The dynamic height is computed by dividing the NAVD 88
 FL0974.geopotential number by the normal gravity value computed on the
 FL0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0974.degrees latitude (g = 980.6199 gals.).
 FL0974
 FL0974.The modeled gravity was interpolated from observed gravity values.
 FL0974
 FL0974;                    North         East    Units  Estimated Accuracy
 FL0974;SPC TX N     - 1,148,040.      222,050.      MT  (+/- 180 meters Scaled)
 FL0974
 FL0974                          SUPERSEDED SURVEY CONTROL
 FL0974
 FL0974  NGVD 29 (??/??/92) 1031.44   (m)         3384.0    (f) COMPUTED    2 0
 FL0974
 FL0974.Superseded values are not recommended for survey control.
 FL0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0974.See file dsdata.txt to determine how the superseded data were derived.
 FL0974
 FL0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE948124(NAD 83)
 FL0974_MARKER: DB = BENCH MARK DISK
 FL0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0974_STAMPING: U 545 1935
 FL0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0974+STABILITY: SURFACE MOTION
 FL0974
 FL0974  HISTORY     - Date     Condition        Report By
 FL0974  HISTORY     - 1935     MONUMENTED       CGS
 FL0974
 FL0974                          STATION DESCRIPTION
 FL0974
 FL0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0974'5.7 MI SW FROM WHITE DEER.
 FL0974'5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 FL0974'WHITE DEER, CARSON COUNTY, 3.7 MILES SOUTH ALONG A GRADED ROAD.  0.4
 FL0974'MILE NORTH OF A ROAD INTERSECTION, AT A RANCH ENTRANCE, 43.5 FEET WEST
 FL0974'OF THE CENTERLINE OF THE ROAD, 18.7 FEET NORTH OF THE CENTERLINE OF
 FL0974'THE ROAD LEADING TO THE RANCH HOUSE, AND 5.4 FEET WEST OF THE
 FL0974'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 545 1935 AND SET IN
 FL0974'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0229 ***********************************************************************
 FL0229  DESIGNATION -  U 548
 FL0229  PID         -  FL0229
 FL0229  STATE/COUNTY-  TX/WHEELER
 FL0229  USGS QUAD   -  SPRING CREEK (1962)
 FL0229
 FL0229                         *CURRENT SURVEY CONTROL
 FL0229  ___________________________________________________________________
 FL0229* NAD 83(1986)-  35 29 47.     (N)    100 24 38.     (W)     SCALED    
 FL0229* NAVD 88     -       768.216  (meters)    2520.39   (feet)  ADJUSTED  
 FL0229  ___________________________________________________________________
 FL0229  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 FL0229  DYNAMIC HT  -         767.385 (meters)    2517.66  (feet)  COMP
 FL0229  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 FL0229
 FL0229  VERT ORDER  -  SECOND    CLASS 0
 FL0229
 FL0229.The horizontal coordinates were scaled from a topographic map and have
 FL0229.an estimated accuracy of +/- 6 seconds.
 FL0229
 FL0229.The orthometric height was determined by differential leveling
 FL0229.and adjusted by the National Geodetic Survey in June 1991..
 FL0229
 FL0229.The geoid height was determined by GEOID03.
 FL0229
 FL0229.The dynamic height is computed by dividing the NAVD 88
 FL0229.geopotential number by the normal gravity value computed on the
 FL0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0229.degrees latitude (g = 980.6199 gals.).
 FL0229
 FL0229.The modeled gravity was interpolated from observed gravity values.
 FL0229
 FL0229;                    North         East    Units  Estimated Accuracy
 FL0229;SPC TX N     - 1,166,550.      298,840.      MT  (+/- 180 meters Scaled)
 FL0229
 FL0229                          SUPERSEDED SURVEY CONTROL
 FL0229
 FL0229  NGVD 29 (??/??/92)  767.881  (m)         2519.29   (f) ADJ UNCH    2 0
 FL0229
 FL0229.Superseded values are not recommended for survey control.
 FL0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0229.See file dsdata.txt to determine how the superseded data were derived.
 FL0229
 FL0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE720290(NAD 83)
 FL0229_MARKER: DB = BENCH MARK DISK
 FL0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0229_STAMPING: U 548 1935
 FL0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0229+STABILITY: SURFACE MOTION
 FL0229
 FL0229  HISTORY     - Date     Condition        Report By
 FL0229  HISTORY     - 1935     MONUMENTED       CGS
 FL0229  HISTORY     - 1956     GOOD             SOCO
 FL0229
 FL0229                          STATION DESCRIPTION
 FL0229
 FL0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0229'4.0 MI SE FROM MOBEETIE.
 FL0229'4.0 MILES SOUTHEAST OF POST OFFICE BY ROAD.  ALONG STATE HIGHWAY NO.
 FL0229'152 BETWEEN MOBEETIE AND WHEELER, TO REACH FROM MOBEETIE POST OFFICE
 FL0229'GO 1.3 MILES SOUTH, THENCE 2.7 MILES EAST ALONG STATE HIGHWAY NO. 152.
 FL0229'176.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF BRIDGE, 55.8 FEET SOUTH
 FL0229'OF CENTERLINE OF STATE HIGHWAY NO. 152, 0.9 FOOT NORTH OF RIGHT OF WAY
 FL0229'FENCE.  NOTE-- 300 FEET SE OF BRIDGE.
 FL0229
 FL0229                          STATION RECOVERY (1956)
 FL0229
 FL0229'RECOVERY NOTE BY STANDARD OIL COMPANY 1956
 FL0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0361 ***********************************************************************
 BL0361  DESIGNATION -  U 55
 BL0361  PID         -  BL0361
 BL0361  STATE/COUNTY-  TX/LIBERTY
 BL0361  USGS QUAD   -  DAYTON (1984)
 BL0361
 BL0361                         *CURRENT SURVEY CONTROL
 BL0361  ___________________________________________________________________
 BL0361* NAD 83(1986)-  30 02 48.     (N)    094 53 19.     (W)     SCALED    
 BL0361* NAVD 88     -        25.356  (meters)      83.19   (feet)  ADJUSTED  
 BL0361  ___________________________________________________________________
 BL0361  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0361  DYNAMIC HT  -          25.323 (meters)      83.08  (feet)  COMP
 BL0361  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BL0361
 BL0361  VERT ORDER  -  FIRST     CLASS II
 BL0361
 BL0361.The horizontal coordinates were scaled from a topographic map and have
 BL0361.an estimated accuracy of +/- 6 seconds.
 BL0361
 BL0361.The orthometric height was determined by differential leveling
 BL0361.and adjusted by the National Geodetic Survey in June 1991..
 BL0361
 BL0361.The geoid height was determined by GEOID03.
 BL0361
 BL0361.The dynamic height is computed by dividing the NAVD 88
 BL0361.geopotential number by the normal gravity value computed on the
 BL0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0361.degrees latitude (g = 980.6199 gals.).
 BL0361
 BL0361.The modeled gravity was interpolated from observed gravity values.
 BL0361
 BL0361;                    North         East    Units  Estimated Accuracy
 BL0361;SPC TX C     - 3,054,980.    1,224,900.      MT  (+/- 180 meters Scaled)
 BL0361
 BL0361                          SUPERSEDED SURVEY CONTROL
 BL0361
 BL0361  NGVD 29 (12/23/87)   25.358  (m)           83.20   (f) ADJUSTED    1 2
 BL0361
 BL0361.Superseded values are not recommended for survey control.
 BL0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0361.See file dsdata.txt to determine how the superseded data were derived.
 BL0361
 BL0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP179254(NAD 83)
 BL0361_MARKER: DB = BENCH MARK DISK
 BL0361_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL0361_SP_SET: BUILDING WALL
 BL0361_STAMPING: U 55 1918 ELEV 84.603 FT
 BL0361_MARK LOGO: CGS   
 BL0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0361+STABILITY: SURFACE MOTION
 BL0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0361+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 BL0361
 BL0361  HISTORY     - Date     Condition        Report By
 BL0361  HISTORY     - 1918     MONUMENTED       CGS
 BL0361  HISTORY     - 1972     GOOD             NGS
 BL0361  HISTORY     - 1978     GOOD             NGS
 BL0361  HISTORY     - 1987     GOOD             NGS
 BL0361  HISTORY     - 1988     GOOD             USPSQD
 BL0361  HISTORY     - 1989     GOOD             USPSQD
 BL0361  HISTORY     - 1990     GOOD             USPSQD
 BL0361  HISTORY     - 19960413 GOOD             USPSQD
 BL0361  HISTORY     - 20040221 GOOD             USPSQD
 BL0361  HISTORY     - 20050216 GOOD             USPSQD
 BL0361  HISTORY     - 20050228 GOOD             USPSQD
 BL0361
 BL0361                          STATION DESCRIPTION
 BL0361
 BL0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0361'IN DAYTON.
 BL0361'AT DAYTON, ABOUT 0.05 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE
 BL0361'HIGH SCHOOL, THENCE ABOUT 0.1 MILE NORTHWEST ALONG MAIN STREET, AT THE
 BL0361'JUNCTION OF BRYAN AVENUE LEADING SOUTHWEST, 40 YARDS NORTHWEST OF THE
 BL0361'NORTHWEST CURB OF COOK AVENUE, 8.7 FEET NORTHEAST OF THE NORTHEAST
 BL0361'CURB OF MAIN STREET, SET VERTICALLY IN THE SOUTHWEST FACE OF CONCRETE
 BL0361'PILLAR FOR ONE STORY BUILDING WITH BRICK FRONT(THE PILLAR SERVES AS A
 BL0361'DIVIDING WALL BETWEEN TWO BUILDINGS), 2 FEET SOUTHEAST OF THE WEST
 BL0361'CORNER OF THE BUILDING AND 3.1 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 BL0361'ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF BRYAN AVENUE.
 BL0361
 BL0361                          STATION RECOVERY (1978)
 BL0361
 BL0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0361'RECOVERED IN GOOD CONDITION.
 BL0361
 BL0361                          STATION RECOVERY (1987)
 BL0361
 BL0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0361'RECOVERED IN GOOD CONDITION.
 BL0361
 BL0361                          STATION RECOVERY (1988)
 BL0361
 BL0361'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0361'RECOVERED IN GOOD CONDITION.
 BL0361
 BL0361                          STATION RECOVERY (1989)
 BL0361
 BL0361'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0361'RECOVERED IN GOOD CONDITION.
 BL0361
 BL0361                          STATION RECOVERY (1990)
 BL0361
 BL0361'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0361'RECOVERED IN GOOD CONDITION.
 BL0361
 BL0361                          STATION RECOVERY (1996)
 BL0361
 BL0361'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0361'RECOVERED IN GOOD CONDITION.
 BL0361
 BL0361                          STATION RECOVERY (2004)
 BL0361
 BL0361'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0361'RECOVERED IN GOOD CONDITION.
 BL0361
 BL0361                          STATION RECOVERY (2005)
 BL0361
 BL0361'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0361'RECOVERED IN GOOD CONDITION.
 BL0361
 BL0361                          STATION RECOVERY (2005)
 BL0361
 BL0361'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0441 ***********************************************************************
 FL0441  DESIGNATION -  U 550
 FL0441  PID         -  FL0441
 FL0441  STATE/COUNTY-  TX/GRAY
 FL0441  USGS QUAD   -  TAYLOR RANCH (1968)
 FL0441
 FL0441                         *CURRENT SURVEY CONTROL
 FL0441  ___________________________________________________________________
 FL0441* NAD 83(1986)-  35 20 49.     (N)    100 52 03.     (W)     SCALED    
 FL0441* NAVD 88     -       967.054  (meters)    3172.74   (feet)  ADJUSTED  
 FL0441  ___________________________________________________________________
 FL0441  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL0441  DYNAMIC HT  -         966.000 (meters)    3169.28  (feet)  COMP
 FL0441  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 FL0441
 FL0441  VERT ORDER  -  SECOND    CLASS 0
 FL0441
 FL0441.The horizontal coordinates were scaled from a topographic map and have
 FL0441.an estimated accuracy of +/- 6 seconds.
 FL0441
 FL0441.The orthometric height was determined by differential leveling
 FL0441.and adjusted by the National Geodetic Survey in June 1991..
 FL0441
 FL0441.The geoid height was determined by GEOID03.
 FL0441
 FL0441.The dynamic height is computed by dividing the NAVD 88
 FL0441.geopotential number by the normal gravity value computed on the
 FL0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0441.degrees latitude (g = 980.6199 gals.).
 FL0441
 FL0441.The modeled gravity was interpolated from observed gravity values.
 FL0441
 FL0441;                    North         East    Units  Estimated Accuracy
 FL0441;SPC TX N     - 1,149,610.      257,490.      MT  (+/- 180 meters Scaled)
 FL0441
 FL0441                          SUPERSEDED SURVEY CONTROL
 FL0441
 FL0441  NGVD 29 (??/??/92)  966.665  (m)         3171.47   (f) ADJ UNCH    2 0
 FL0441
 FL0441.Superseded values are not recommended for survey control.
 FL0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0441.See file dsdata.txt to determine how the superseded data were derived.
 FL0441
 FL0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE303131(NAD 83)
 FL0441_MARKER: DB = BENCH MARK DISK
 FL0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0441_STAMPING: U 550 1935
 FL0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0441+STABILITY: SURFACE MOTION
 FL0441
 FL0441  HISTORY     - Date     Condition        Report By
 FL0441  HISTORY     - 1935     MONUMENTED       CGS
 FL0441  HISTORY     - 1943     GOOD             NGS
 FL0441
 FL0441                          STATION DESCRIPTION
 FL0441
 FL0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0441'12.2 MI SW FROM LEFORS.
 FL0441'7.0 MILES SOUTH AND 5.2 MILES WEST ALONG GRADED ROADS FROM THE POST
 FL0441'OFFICE AT LEFORS, 1.1 MILES EAST OF A TEXACO OIL-WELL HOUSE, NEAR THE
 FL0441'TOP OF A HILL, NORTHEAST OF A DEEP RAVINE, 187 FEET WEST OF THE CENTER
 FL0441'OF A WIRE GATE, 145 FEET SOUTH OF THE CENTERLINE OF THE ROAD, NEAR A
 FL0441'ROW OF POLES, AND 2.4 FEET NORTH OF AN EAST-AND-WEST FENCE.  A
 FL0441'STANDARD DISK, STAMPED U 550 1935 AND SET IN THE TOP OF A CONCRETE
 FL0441'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0945 ***********************************************************************
 FL0945  DESIGNATION -  U 551
 FL0945  PID         -  FL0945
 FL0945  STATE/COUNTY-  TX/GRAY
 FL0945  USGS QUAD   -  KINGSMILL (1966)
 FL0945
 FL0945                         *CURRENT SURVEY CONTROL
 FL0945  ___________________________________________________________________
 FL0945* NAD 83(1986)-  35 23 10.     (N)    101 03 12.     (W)     SCALED    
 FL0945* NAVD 88     -      1002.856  (meters)    3290.20   (feet)  ADJUSTED  
 FL0945  ___________________________________________________________________
 FL0945  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL0945  DYNAMIC HT  -        1001.732 (meters)    3286.52  (feet)  COMP
 FL0945  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 FL0945
 FL0945  VERT ORDER  -  SECOND    CLASS 0
 FL0945
 FL0945.The horizontal coordinates were scaled from a topographic map and have
 FL0945.an estimated accuracy of +/- 6 seconds.
 FL0945
 FL0945.The orthometric height was determined by differential leveling
 FL0945.and adjusted by the National Geodetic Survey in June 1991..
 FL0945
 FL0945.The geoid height was determined by GEOID03.
 FL0945
 FL0945.The dynamic height is computed by dividing the NAVD 88
 FL0945.geopotential number by the normal gravity value computed on the
 FL0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0945.degrees latitude (g = 980.6199 gals.).
 FL0945
 FL0945.The modeled gravity was interpolated from observed gravity values.
 FL0945
 FL0945;                    North         East    Units  Estimated Accuracy
 FL0945;SPC TX N     - 1,153,860.      240,580.      MT  (+/- 180 meters Scaled)
 FL0945
 FL0945                          SUPERSEDED SURVEY CONTROL
 FL0945
 FL0945  NGVD 29 (??/??/92) 1002.420  (m)         3288.77   (f) ADJ UNCH    2 0
 FL0945
 FL0945.Superseded values are not recommended for survey control.
 FL0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0945.See file dsdata.txt to determine how the superseded data were derived.
 FL0945
 FL0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE135177(NAD 83)
 FL0945_MARKER: DB = BENCH MARK DISK
 FL0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0945_STAMPING: U 551 1935
 FL0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0945+STABILITY: SURFACE MOTION
 FL0945
 FL0945  HISTORY     - Date     Condition        Report By
 FL0945  HISTORY     - 1935     MONUMENTED       CGS
 FL0945  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0945
 FL0945                          STATION DESCRIPTION
 FL0945
 FL0945'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0945'9.2 MI SE FROM WHITE DEER.
 FL0945'IN GRAY COUNTY, 9.2 MILES SOUTHEAST OF WHITE DEER, CARSON COUNTY. THIS
 FL0945'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING ABOUT 2.3
 FL0945'MILES SOUTH, 1.0 MILE EAST, 0.9 MILE SOUTH, AND 5.0 MILES EAST ALONG
 FL0945'GRADED ROADS.  IT IS 0.3 MILE EAST OF A WHITE FARMHOUSE, 33.5 FEET
 FL0945'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 12.5 FEET WEST OF A
 FL0945'FENCE CORNER, AND 4.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 FL0945'DISK, STAMPED U 551 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FL0945'PROBABLY COVERED BY FARM IMPLEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0939 ***********************************************************************
 FL0939  DESIGNATION -  U 552 RESET 1958
 FL0939  PID         -  FL0939
 FL0939  STATE/COUNTY-  TX/CARSON
 FL0939  USGS QUAD   -  CUYLER (1978)
 FL0939
 FL0939                         *CURRENT SURVEY CONTROL
 FL0939  ___________________________________________________________________
 FL0939* NAD 83(1986)-  35 25 40.     (N)    101 18 39.     (W)     SCALED    
 FL0939* NAVD 88     -      1048.41   (meters)    3439.7    (feet)  RESET     
 FL0939  ___________________________________________________________________
 FL0939  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL0939
 FL0939  VERT ORDER  -  THIRD
 FL0939
 FL0939.The horizontal coordinates were scaled from a topographic map and have
 FL0939.an estimated accuracy of +/- 6 seconds.
 FL0939
 FL0939.The orthometric height was computed from unverified reset data.
 FL0939
 FL0939.The geoid height was determined by GEOID03.
 FL0939
 FL0939;                    North         East    Units  Estimated Accuracy
 FL0939;SPC TX N     - 1,158,410.      217,180.      MT  (+/- 180 meters Scaled)
 FL0939
 FL0939                          SUPERSEDED SURVEY CONTROL
 FL0939
 FL0939.No superseded survey control is available for this station.
 FL0939
 FL0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE902229(NAD 83)
 FL0939_MARKER: DB = BENCH MARK DISK
 FL0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0939_STAMPING: U 552 RESET 1958
 FL0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0939+STABILITY: SURFACE MOTION
 FL0939
 FL0939  HISTORY     - Date     Condition        Report By
 FL0939  HISTORY     - 1958     MONUMENTED       CGS
 FL0939
 FL0939                          STATION DESCRIPTION
 FL0939
 FL0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL0939'7.3 MI NE FROM PANHANDLE.
 FL0939'ABOUT 7.3 MILES NORTHEAST AIRLINE FROM PANHANDLE, ALONG THE WEST SIDE
 FL0939'OF F.M. HIGHWAY 2385, IN THE NORTHWEST POINT OF AN OFF-SET ROAD
 FL0939'INTERSECTION, ABOUT 1 FOOT NORTH OF THE NORTH FENCE OF THE ROAD WEST
 FL0939'AND ABOUT 40 FEET WEST OF THE WEST FENCE OF THE HIGHWAY NORTH.  IT IS
 FL0939'ACROSS THE HIGHWAY NORTHWEST ABOUT 75 YARDS FROM AN IRRIGATION WELL. A
 FL0939'STANDARD DISK STAMPED U 552 RESET 1958 IN A CONCRETE POST WHICH
 FL0939'PROJECTS ABOUT 4 INCHES.  TO REACH FROM THE TRAFFIC LIGHT AT THE
 FL0939'SOUTHWEST SIDE OF PANHANDLE.  GO NORTHEAST ON U.S. HIGHWAY NO. 60,
 FL0939'ABOUT 4.6 MILES.  THEN TURN LEFT ACROSS THE TRACKS AND GO NORTH ON
 FL0939'F.M. HIGHWAY 2385, 4.0 MILES TO THE CROSS-ROADS AND THE MARKS AS
 FL0939'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0427 ***********************************************************************
 FL0427  DESIGNATION -  U 553
 FL0427  PID         -  FL0427
 FL0427  STATE/COUNTY-  TX/GRAY
 FL0427  USGS QUAD   -  TAYLOR RANCH (1968)
 FL0427
 FL0427                         *CURRENT SURVEY CONTROL
 FL0427  ___________________________________________________________________
 FL0427* NAD 83(1986)-  35 19 07.     (N)    100 46 46.     (W)     SCALED    
 FL0427* NAVD 88     -       898.066  (meters)    2946.40   (feet)  ADJUSTED  
 FL0427  ___________________________________________________________________
 FL0427  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL0427  DYNAMIC HT  -         897.097 (meters)    2943.23  (feet)  COMP
 FL0427  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 FL0427
 FL0427  VERT ORDER  -  SECOND    CLASS 0
 FL0427
 FL0427.The horizontal coordinates were scaled from a topographic map and have
 FL0427.an estimated accuracy of +/- 6 seconds.
 FL0427
 FL0427.The orthometric height was determined by differential leveling
 FL0427.and adjusted by the National Geodetic Survey in June 1991..
 FL0427
 FL0427.The geoid height was determined by GEOID03.
 FL0427
 FL0427.The dynamic height is computed by dividing the NAVD 88
 FL0427.geopotential number by the normal gravity value computed on the
 FL0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0427.degrees latitude (g = 980.6199 gals.).
 FL0427
 FL0427.The modeled gravity was interpolated from observed gravity values.
 FL0427
 FL0427;                    North         East    Units  Estimated Accuracy
 FL0427;SPC TX N     - 1,146,520.      265,520.      MT  (+/- 180 meters Scaled)
 FL0427
 FL0427                          SUPERSEDED SURVEY CONTROL
 FL0427
 FL0427  NGVD 29 (??/??/92)  897.684  (m)         2945.15   (f) ADJ UNCH    2 0
 FL0427
 FL0427.Superseded values are not recommended for survey control.
 FL0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0427.See file dsdata.txt to determine how the superseded data were derived.
 FL0427
 FL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE382098(NAD 83)
 FL0427_MARKER: DB = BENCH MARK DISK
 FL0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0427_STAMPING: U-553 1935
 FL0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0427+STABILITY: SURFACE MOTION
 FL0427
 FL0427  HISTORY     - Date     Condition        Report By
 FL0427  HISTORY     - 1935     MONUMENTED       CGS
 FL0427  HISTORY     - 1941     MARK NOT FOUND   LOCENG
 FL0427
 FL0427                          STATION DESCRIPTION
 FL0427
 FL0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0427'9.0 MI S FROM LEFORS.
 FL0427'TO REACH BENCHMARK FROM POST OFFICE GO SOUTH 9.0 MILES ALONG GRADED
 FL0427'ROAD.  BENCHMARK IS 2.0 MILES SOUTH OF ROAD INTERSECTION.  ON TOP OF
 FL0427'HILL HAVING DEEP GULLEYS ON TWO SIDES.  24.5 FEET WEST OF CENTERLINE
 FL0427'OF ROAD.  3.0 FEET WEST OF RIGHT-OF-WAY FENCE.
 FL0427
 FL0427                          STATION RECOVERY (1941)
 FL0427
 FL0427'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 FL0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0766 ***********************************************************************
 BY0766  DESIGNATION -  U 555
 BY0766  PID         -  BY0766
 BY0766  STATE/COUNTY-  TX/ANGELINA
 BY0766  USGS QUAD   -  KELTYS (1980)
 BY0766
 BY0766                         *CURRENT SURVEY CONTROL
 BY0766  ___________________________________________________________________
 BY0766* NAD 83(1986)-  31 21 11.     (N)    094 45 09.     (W)     SCALED    
 BY0766* NAVD 88     -        96.91   (+/-2cm)     317.9    (feet)  VERTCON   
 BY0766  ___________________________________________________________________
 BY0766  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0766
 BY0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0766
 BY0766.The horizontal coordinates were scaled from a topographic map and have
 BY0766.an estimated accuracy of +/- 6 seconds.
 BY0766
 BY0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0766.The vertical order pertains to the NGVD 29 superseded value.
 BY0766
 BY0766.The geoid height was determined by GEOID03.
 BY0766
 BY0766;                    North         East    Units  Estimated Accuracy
 BY0766;SPC TX C     - 3,200,260.    1,230,740.      MT  (+/- 180 meters Scaled)
 BY0766
 BY0766                          SUPERSEDED SURVEY CONTROL
 BY0766
 BY0766  NGVD 29 (??/??/92)   96.963  (m)          318.12   (f) ADJ UNCH    2 0
 BY0766
 BY0766.Superseded values are not recommended for survey control.
 BY0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0766.See file dsdata.txt to determine how the superseded data were derived.
 BY0766
 BY0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ333700(NAD 83)
 BY0766_MARKER: DB = BENCH MARK DISK
 BY0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0766_STAMPING: U 555 1947
 BY0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0766+STABILITY: SURFACE MOTION
 BY0766
 BY0766  HISTORY     - Date     Condition        Report By
 BY0766  HISTORY     - 1947     MONUMENTED       CGS
 BY0766  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0766
 BY0766                          STATION DESCRIPTION
 BY0766
 BY0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0766'IN LUFKIN.
 BY0766'AT LUFKIN, 0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT
 BY0766'LUFKIN, THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE
 BY0766'NORTHWEST 1.9 MILES ALONG U.S. HIGHWAY NO.69, THENCE SOUTHWEST 0.2
 BY0766'MILE ALONG A GRADED DIRT ROAD, 82.6 FEET NORTHWEST OF THE CENTER LINE
 BY0766'OF THE ENTRANCE DRIVE TO THE LUFKIN AIRPORT, 23.3 FEET SOUTHWEST OF A
 BY0766'FENCE, UNDER THE CENTER OF A STEEL AIR BEACON TOWER, 7.1 FEET
 BY0766'NORTHEAST OF THE SOUTHWEST LEG OF THE TOWER, 6.6 FEET SOUTHEAST OF THE
 BY0766'NORTHWEST LEG OF THE TOWER, SET IN THE TOP OF A CONCRETE POST FLUSH
 BY0766'WITH THE GROUND.
 BY0766
 BY0766                          STATION RECOVERY (1998)
 BY0766
 BY0766'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1469 ***********************************************************************
 BY1469  DESIGNATION -  U 556
 BY1469  PID         -  BY1469
 BY1469  STATE/COUNTY-  TX/HOUSTON
 BY1469  USGS QUAD   -  CENTRALIA (1950)
 BY1469
 BY1469                         *CURRENT SURVEY CONTROL
 BY1469  ___________________________________________________________________
 BY1469* NAD 83(1986)-  31 21 42.     (N)    095 01 00.     (W)     SCALED    
 BY1469* NAVD 88     -        81.55   (+/-2cm)     267.6    (feet)  VERTCON   
 BY1469  ___________________________________________________________________
 BY1469  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY1469
 BY1469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1469
 BY1469.The horizontal coordinates were scaled from a topographic map and have
 BY1469.an estimated accuracy of +/- 6 seconds.
 BY1469
 BY1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1469.The vertical order pertains to the NGVD 29 superseded value.
 BY1469
 BY1469.The geoid height was determined by GEOID03.
 BY1469
 BY1469;                    North         East    Units  Estimated Accuracy
 BY1469;SPC TX C     - 3,199,990.    1,205,600.      MT  (+/- 180 meters Scaled)
 BY1469
 BY1469                          SUPERSEDED SURVEY CONTROL
 BY1469
 BY1469  NGVD 29 (??/??/92)   81.594  (m)          267.70   (f) ADJ UNCH    2 0
 BY1469
 BY1469.Superseded values are not recommended for survey control.
 BY1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1469.See file dsdata.txt to determine how the superseded data were derived.
 BY1469
 BY1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ081714(NAD 83)
 BY1469_MARKER: DB = BENCH MARK DISK
 BY1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1469_STAMPING: U 556 1947
 BY1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1469+STABILITY: SURFACE MOTION
 BY1469
 BY1469  HISTORY     - Date     Condition        Report By
 BY1469  HISTORY     - 1947     MONUMENTED       CGS
 BY1469
 BY1469                          STATION DESCRIPTION
 BY1469
 BY1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1469'8.3 MI SE FROM RATCLIFF.
 BY1469'5.9 MILES EAST ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 BY1469'RATCLIFF, THENCE 2.4 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL
 BY1469'FOREST ROAD 11, 46.0 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 BY1469'SOUTH ROAD, 26.0 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF
 BY1469'THE MAIN ROAD, 2.0 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BY1469'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0751 ***********************************************************************
 BY0751  DESIGNATION -  U 557
 BY0751  PID         -  BY0751
 BY0751  STATE/COUNTY-  TX/ANGELINA
 BY0751  USGS QUAD   -  KELTYS (1980)
 BY0751
 BY0751                         *CURRENT SURVEY CONTROL
 BY0751  ___________________________________________________________________
 BY0751* NAD 83(1986)-  31 18 57.     (N)    094 49 48.     (W)     SCALED    
 BY0751* NAVD 88     -        81.25   (+/-2cm)     266.6    (feet)  VERTCON   
 BY0751  ___________________________________________________________________
 BY0751  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0751
 BY0751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0751
 BY0751.The horizontal coordinates were scaled from a topographic map and have
 BY0751.an estimated accuracy of +/- 6 seconds.
 BY0751
 BY0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0751.The vertical order pertains to the NGVD 29 superseded value.
 BY0751
 BY0751.The geoid height was determined by GEOID03.
 BY0751
 BY0751;                    North         East    Units  Estimated Accuracy
 BY0751;SPC TX C     - 3,195,770.    1,223,580.      MT  (+/- 180 meters Scaled)
 BY0751
 BY0751                          SUPERSEDED SURVEY CONTROL
 BY0751
 BY0751  NGVD 29 (??/??/92)   81.298  (m)          266.73   (f) ADJ UNCH    2 0
 BY0751
 BY0751.Superseded values are not recommended for survey control.
 BY0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0751.See file dsdata.txt to determine how the superseded data were derived.
 BY0751
 BY0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ258660(NAD 83)
 BY0751_MARKER: DB = BENCH MARK DISK
 BY0751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0751_SP_SET: BUILDING
 BY0751_STAMPING: U 557 1948
 BY0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0751
 BY0751  HISTORY     - Date     Condition        Report By
 BY0751  HISTORY     - 1948     MONUMENTED       CGS
 BY0751  HISTORY     - 1990     GOOD             USPSQD
 BY0751  HISTORY     - 19980919 GOOD             USPSQD
 BY0751  HISTORY     - 20031021 GOOD             INDIV
 BY0751
 BY0751                          STATION DESCRIPTION
 BY0751
 BY0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0751'6.8 MI SW FROM LUFKIN.
 BY0751'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0751'THENCE 0.3 MILE SOUTH ALONG U.S. HIGHWAY 59, THENCE 6.4 MILES
 BY0751'SOUTHWEST ALONG STATE HIGHWAY 94, 154.6 FEET SOUTH OF THE CENTER LINE
 BY0751'OF THE HIGHWAY, SET VERTICALLY IN THE WEST WALL OF THE MOST WESTERLY
 BY0751'BRICK BUILDING AT THE HUDSON INDEPENDENT SCHOOL, 2.5 FEET SOUTH OF THE
 BY0751'NORTHWEST CORNER OF THE BUILDING, 4.1 FEET ABOVE THE GROUND.
 BY0751
 BY0751                          STATION RECOVERY (1990)
 BY0751
 BY0751'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BY0751'RECOVERED IN GOOD CONDITION.
 BY0751
 BY0751                          STATION RECOVERY (1998)
 BY0751
 BY0751'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0751'RECOVERED IN GOOD CONDITION.
 BY0751
 BY0751                          STATION RECOVERY (2003)
 BY0751
 BY0751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CLG)
 BY0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0788 ***********************************************************************
 BY0788  DESIGNATION -  U 558
 BY0788  PID         -  BY0788
 BY0788  STATE/COUNTY-  TX/TRINITY
 BY0788  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0788
 BY0788                         *CURRENT SURVEY CONTROL
 BY0788  ___________________________________________________________________
 BY0788* NAD 83(1986)-  31 08 29.     (N)    094 54 07.     (W)     SCALED    
 BY0788* NAVD 88     -        57.64   (+/-2cm)     189.1    (feet)  VERTCON   
 BY0788  ___________________________________________________________________
 BY0788  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BY0788
 BY0788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0788
 BY0788.The horizontal coordinates were scaled from a topographic map and have
 BY0788.an estimated accuracy of +/- 6 seconds.
 BY0788
 BY0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0788.The vertical order pertains to the NGVD 29 superseded value.
 BY0788
 BY0788.The geoid height was determined by GEOID03.
 BY0788
 BY0788;                    North         East    Units  Estimated Accuracy
 BY0788;SPC TX C     - 3,176,120.    1,217,690.      MT  (+/- 180 meters Scaled)
 BY0788
 BY0788                          SUPERSEDED SURVEY CONTROL
 BY0788
 BY0788  NGVD 29 (??/??/92)   57.670  (m)          189.21   (f) ADJ UNCH    2 0
 BY0788
 BY0788.Superseded values are not recommended for survey control.
 BY0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0788.See file dsdata.txt to determine how the superseded data were derived.
 BY0788
 BY0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ186468(NAD 83)
 BY0788_MARKER: DB = BENCH MARK DISK
 BY0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0788_STAMPING: U 558 1948
 BY0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0788+STABILITY: SURFACE MOTION
 BY0788
 BY0788  HISTORY     - Date     Condition        Report By
 BY0788  HISTORY     - 1948     MONUMENTED       CGS
 BY0788
 BY0788                          STATION DESCRIPTION
 BY0788
 BY0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0788'13.75 MI W FROM CORRIGAN.
 BY0788'3.8 MILES NORTH ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BY0788'RAILWAY STATION AT CORRIGAN, THENCE 2.75 MILES NORTH ALONG A GRADED
 BY0788'DIRT ROAD (OLD U. S. HIGHWAY 59), THENCE 3.85 MILES NORTHWEST ALONG A
 BY0788'GRADED DIRT ROAD, THENCE 1.75 MILES NORTHWEST ALONG A TRAIL, THENCE
 BY0788'1.6 MILES WEST ALONG NATIONAL FOREST HIGHWAY NUMBER 7, 200.0 FEET
 BY0788'SOUTH OF THE SOUTH CORNER OF A 16-FOOT WOODEN BRIDGE OVER FORSYTHE
 BY0788'CREEK, 51.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18.0
 BY0788'FEET EAST OF THE CENTER LINE OF A TRAIL LEADING SOUTH, 1.9 FEET
 BY0788'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY0788'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0772 ***********************************************************************
 BY0772  DESIGNATION -  U 559
 BY0772  PID         -  BY0772
 BY0772  STATE/COUNTY-  TX/ANGELINA
 BY0772  USGS QUAD   -  DIBOLL (1980)
 BY0772
 BY0772                         *CURRENT SURVEY CONTROL
 BY0772  ___________________________________________________________________
 BY0772* NAD 83(1986)-  31 13 15.     (N)    094 50 11.     (W)     SCALED    
 BY0772* NAVD 88     -        51.93   (+/-2cm)     170.4    (feet)  VERTCON   
 BY0772  ___________________________________________________________________
 BY0772  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BY0772
 BY0772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0772
 BY0772.The horizontal coordinates were scaled from a topographic map and have
 BY0772.an estimated accuracy of +/- 6 seconds.
 BY0772
 BY0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0772.The vertical order pertains to the NGVD 29 superseded value.
 BY0772
 BY0772.The geoid height was determined by GEOID03.
 BY0772
 BY0772;                    North         East    Units  Estimated Accuracy
 BY0772;SPC TX C     - 3,185,230.    1,223,500.      MT  (+/- 180 meters Scaled)
 BY0772
 BY0772                          SUPERSEDED SURVEY CONTROL
 BY0772
 BY0772  NGVD 29 (??/??/92)   51.970  (m)          170.50   (f) ADJ UNCH    2 0
 BY0772
 BY0772.Superseded values are not recommended for survey control.
 BY0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0772.See file dsdata.txt to determine how the superseded data were derived.
 BY0772
 BY0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ250555(NAD 83)
 BY0772_MARKER: DB = BENCH MARK DISK
 BY0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0772_STAMPING: U 559 1948
 BY0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0772+STABILITY: SURFACE MOTION
 BY0772
 BY0772  HISTORY     - Date     Condition        Report By
 BY0772  HISTORY     - 1948     MONUMENTED       CGS
 BY0772
 BY0772                          STATION DESCRIPTION
 BY0772
 BY0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0772'4.0 MI NW FROM DIBOLL.
 BY0772'4.0 MILES NORTHWEST ALONG THE TEXAS AND SOUTHEASTERN RAILWAY FROM THE
 BY0772'STATION AT DIBOLL, 202 YARDS (PACED) NORTHWEST OF A ROAD CROSSING,
 BY0772'26.2 FEET SOUTHWEST OF AND 4.0 FEET LOWER THAN THE SOUTHWEST RAIL OF
 BY0772'THE TRACK, 2.6 FEET NORTHWEST OF MILEPOST 4 AND IN LINE WITH THE ROW
 BY0772'OF POLES, 1.6 FEET SOUTHEAST OF A REFERENCE POST, AT THE SOUTHEAST END
 BY0772'OF A LONG DIRT FILL AND AT THE NORTHWEST END OF A CUT, SET IN THE TOP
 BY0772'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0209 ***********************************************************************
 BL0209  DESIGNATION -  U 56
 BL0209  PID         -  BL0209
 BL0209  STATE/COUNTY-  TX/JEFFERSON
 BL0209  USGS QUAD   -  CHINA (1985)
 BL0209
 BL0209                         *CURRENT SURVEY CONTROL
 BL0209  ___________________________________________________________________
 BL0209* NAD 83(1986)-  30 03 24.     (N)    094 16 12.     (W)     SCALED    
 BL0209* NAVD 88     -        10.56   (+/-2cm)      34.6    (feet)  VERTCON   
 BL0209  ___________________________________________________________________
 BL0209  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0209
 BL0209  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0209
 BL0209.The horizontal coordinates were scaled from a topographic map and have
 BL0209.an estimated accuracy of +/- 6 seconds.
 BL0209
 BL0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0209.The vertical order pertains to the NGVD 29 superseded value.
 BL0209
 BL0209.The geoid height was determined by GEOID03.
 BL0209
 BL0209;                    North         East    Units  Estimated Accuracy
 BL0209;SPC TXSC     - 4,255,630.    1,055,970.      MT  (+/- 180 meters Scaled)
 BL0209
 BL0209                          SUPERSEDED SURVEY CONTROL
 BL0209
 BL0209  NGVD 29 (??/??/92)   10.580  (m)           34.71   (f) ADJ UNCH    1 2
 BL0209
 BL0209.Superseded values are not recommended for survey control.
 BL0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0209.See file dsdata.txt to determine how the superseded data were derived.
 BL0209
 BL0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP775257(NAD 83)
 BL0209_MARKER: DB = BENCH MARK DISK
 BL0209_SETTING: 0 = UNSPECIFIED SETTING
 BL0209_STAMPING: U 56 1918 ELEV 34.92 FT
 BL0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0209
 BL0209  HISTORY     - Date     Condition        Report By
 BL0209  HISTORY     - 1918     MONUMENTED       CGS
 BL0209  HISTORY     - 1955     GOOD             NGS
 BL0209  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0209  HISTORY     - 19900207 MARK NOT FOUND   USPSQD
 BL0209  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 BL0209  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 BL0209  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0209  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0209  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 BL0209
 BL0209                          STATION DESCRIPTION
 BL0209
 BL0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BL0209'IN PINE ISLAND.
 BL0209'5.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0209'STATION SIGN AT CHINA, AT PINE ISLAND, 3 TELEPHONE POLES EAST OF
 BL0209'BRIDGE 288.74, AND 25 FEET SOUTH OF THE TRACK.
 BL0209
 BL0209                          STATION RECOVERY (1972)
 BL0209
 BL0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0209'MARK NOT FOUND.
 BL0209
 BL0209                          STATION RECOVERY (1990)
 BL0209
 BL0209'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0209'MARK NOT FOUND.
 BL0209
 BL0209                          STATION RECOVERY (1994)
 BL0209
 BL0209'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0209'MARK NOT FOUND.
 BL0209
 BL0209                          STATION RECOVERY (1999)
 BL0209
 BL0209'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0209'MARK NOT FOUND.
 BL0209
 BL0209                          STATION RECOVERY (2001)
 BL0209
 BL0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0209'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0209
 BL0209                          STATION RECOVERY (2001)
 BL0209
 BL0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0209'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0209
 BL0209                          STATION RECOVERY (2003)
 BL0209
 BL0209'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1657 ***********************************************************************
 BY1657  DESIGNATION -  U 560
 BY1657  PID         -  BY1657
 BY1657  STATE/COUNTY-  TX/TRINITY
 BY1657  USGS QUAD   -  GROVETON WEST (1963)
 BY1657
 BY1657                         *CURRENT SURVEY CONTROL
 BY1657  ___________________________________________________________________
 BY1657* NAD 83(1986)-  31 04 20.     (N)    095 11 22.     (W)     SCALED    
 BY1657* NAVD 88     -        89.72   (+/-2cm)     294.4    (feet)  VERTCON   
 BY1657  ___________________________________________________________________
 BY1657  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY1657
 BY1657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1657
 BY1657.The horizontal coordinates were scaled from a topographic map and have
 BY1657.an estimated accuracy of +/- 6 seconds.
 BY1657
 BY1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1657.The vertical order pertains to the NGVD 29 superseded value.
 BY1657
 BY1657.The geoid height was determined by GEOID03.
 BY1657
 BY1657;                    North         East    Units  Estimated Accuracy
 BY1657;SPC TX C     - 3,167,160.    1,190,660.      MT  (+/- 180 meters Scaled)
 BY1657
 BY1657                          SUPERSEDED SURVEY CONTROL
 BY1657
 BY1657  NGVD 29 (??/??/92)   89.735  (m)          294.41   (f) ADJ UNCH    2 0
 BY1657
 BY1657.Superseded values are not recommended for survey control.
 BY1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1657.See file dsdata.txt to determine how the superseded data were derived.
 BY1657
 BY1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ911396(NAD 83)
 BY1657_MARKER: DB = BENCH MARK DISK
 BY1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1657_STAMPING: U 560 1948
 BY1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1657+STABILITY: SURFACE MOTION
 BY1657
 BY1657  HISTORY     - Date     Condition        Report By
 BY1657  HISTORY     - 1948     MONUMENTED       CGS
 BY1657  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1657
 BY1657                          STATION DESCRIPTION
 BY1657
 BY1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1657'4.1 MI W FROM GROVETON.
 BY1657'4.1 MILES WEST ALONG STATE HIGHWAY 94 FROM THE COURTHOUSE AT GROVETON,
 BY1657'69 YARDS (PACED) NORTHEAST OF HARROTT GROCERY STORE, 68.0 FEET
 BY1657'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 68.0 FEET EAST OF THE
 BY1657'EXTENDED CENTER LINE OF A DIRT ROAD LEADING NORTH, 56.0 FEET SOUTH OF
 BY1657'A FENCE CORNER, 39.0 FEET EAST OF THE NORTHEAST CORNER OF AN ABANDONED
 BY1657'GROCERY STORE, 33.0 FEET NORTH NORTHEAST OF AN OPEN TOP WELL WITH A
 BY1657'CURB THREE FEET HIGH, 4.0 FEET NORTHEAST OF THE NORTHEAST END OF A
 BY1657'WOODEN GATE, 1.5 FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT WEST OF
 BY1657'A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BY1657'THE GROUND.
 BY1657
 BY1657                          STATION RECOVERY (1996)
 BY1657
 BY1657'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1010 ***********************************************************************
 FL1010  DESIGNATION -  U 561
 FL1010  PID         -  FL1010
 FL1010  STATE/COUNTY-  TX/ARMSTRONG
 FL1010  USGS QUAD   -  CLAUDE SW (1983)
 FL1010
 FL1010                         *CURRENT SURVEY CONTROL
 FL1010  ___________________________________________________________________
 FL1010* NAD 83(1986)-  35 06 16.     (N)    101 22 51.     (W)     SCALED    
 FL1010* NAVD 88     -      1037.392  (meters)    3403.51   (feet)  ADJUSTED  
 FL1010  ___________________________________________________________________
 FL1010  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1010  DYNAMIC HT  -        1036.165 (meters)    3399.48  (feet)  COMP
 FL1010  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 FL1010
 FL1010  VERT ORDER  -  SECOND    CLASS 0
 FL1010
 FL1010.The horizontal coordinates were scaled from a topographic map and have
 FL1010.an estimated accuracy of +/- 6 seconds.
 FL1010
 FL1010.The orthometric height was determined by differential leveling
 FL1010.and adjusted by the National Geodetic Survey in June 1991..
 FL1010
 FL1010.The geoid height was determined by GEOID03.
 FL1010
 FL1010.The dynamic height is computed by dividing the NAVD 88
 FL1010.geopotential number by the normal gravity value computed on the
 FL1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1010.degrees latitude (g = 980.6199 gals.).
 FL1010
 FL1010.The modeled gravity was interpolated from observed gravity values.
 FL1010
 FL1010;                    North         East    Units  Estimated Accuracy
 FL1010;SPC TX N     - 1,122,530.      210,860.      MT  (+/- 180 meters Scaled)
 FL1010
 FL1010                          SUPERSEDED SURVEY CONTROL
 FL1010
 FL1010  NGVD 29 (??/??/92) 1036.908  (m)         3401.92   (f) ADJ UNCH    2 0
 FL1010
 FL1010.Superseded values are not recommended for survey control.
 FL1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1010.See file dsdata.txt to determine how the superseded data were derived.
 FL1010
 FL1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD830872(NAD 83)
 FL1010_MARKER: DB = BENCH MARK DISK
 FL1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1010_STAMPING: U 561 1935
 FL1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1010+STABILITY: SURFACE MOTION
 FL1010
 FL1010  HISTORY     - Date     Condition        Report By
 FL1010  HISTORY     - 1935     MONUMENTED       CGS
 FL1010  HISTORY     - 1954     MARK NOT FOUND   NGS
 FL1010
 FL1010                          STATION DESCRIPTION
 FL1010
 FL1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FL1010'1.5 MI W FROM CLAUDE.
 FL1010'0.4 MILE SOUTH ALONG A CITY STREET FROM THE COURTHOUSE AT CLAUDE,
 FL1010'ARMSTRONG COUNTY, THENCE 1.1 MILES WEST ALONG A GRADED SECTION-LINE
 FL1010'ROAD.  1.1 MILES NORTH OF A VERY LARGE BRICK RANCH HOUSE, 137 FEET
 FL1010'WEST OF A ROAD INTERSECTION, 91 FEET WEST OF A FENCE CORNER, 41 FEET
 FL1010'NORTH OF THE CENTERLINE OF THE ROAD, AND 6.2 FEET NORTH OF THE
 FL1010'RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED U 561 1935 AND SET IN THE
 FL1010'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1180 ***********************************************************************
 AY1180  DESIGNATION -  U 564
 AY1180  PID         -  AY1180
 AY1180  STATE/COUNTY-  TX/BANDERA
 AY1180  USGS QUAD   -  TARPLEY (1964)
 AY1180
 AY1180                         *CURRENT SURVEY CONTROL
 AY1180  ___________________________________________________________________
 AY1180* NAD 83(1986)-  29 40 27.     (N)    099 21 25.     (W)     SCALED    
 AY1180* NAVD 88     -       464.906  (meters)    1525.28   (feet)  ADJUSTED  
 AY1180  ___________________________________________________________________
 AY1180  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY1180  DYNAMIC HT  -         464.220 (meters)    1523.03  (feet)  COMP
 AY1180  MODELED GRAV-     979,152.3   (mgal)                       NAVD 88
 AY1180
 AY1180  VERT ORDER  -  SECOND    CLASS 0
 AY1180
 AY1180.The horizontal coordinates were scaled from a topographic map and have
 AY1180.an estimated accuracy of +/- 6 seconds.
 AY1180
 AY1180.The orthometric height was determined by differential leveling
 AY1180.and adjusted by the National Geodetic Survey in June 1991..
 AY1180
 AY1180.The geoid height was determined by GEOID03.
 AY1180
 AY1180.The dynamic height is computed by dividing the NAVD 88
 AY1180.geopotential number by the normal gravity value computed on the
 AY1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1180.degrees latitude (g = 980.6199 gals.).
 AY1180
 AY1180.The modeled gravity was interpolated from observed gravity values.
 AY1180
 AY1180;                    North         East    Units  Estimated Accuracy
 AY1180;SPC TXSC     - 4,204,070.      565,450.      MT  (+/- 180 meters Scaled)
 AY1180
 AY1180                          SUPERSEDED SURVEY CONTROL
 AY1180
 AY1180  NGVD 29 (??/??/92)  464.771  (m)         1524.84   (f) ADJ UNCH    2 0
 AY1180
 AY1180.Superseded values are not recommended for survey control.
 AY1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1180.See file dsdata.txt to determine how the superseded data were derived.
 AY1180
 AY1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT654827(NAD 83)
 AY1180_MARKER: DB = BENCH MARK DISK
 AY1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1180_STAMPING: U 564 1953
 AY1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1180+STABILITY: SURFACE MOTION
 AY1180
 AY1180  HISTORY     - Date     Condition        Report By
 AY1180  HISTORY     - 1953     MONUMENTED       CGS
 AY1180  HISTORY     - 19931201 GOOD             USPSQD
 AY1180
 AY1180                          STATION DESCRIPTION
 AY1180
 AY1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1180'5.75 MI SW FROM TARPLEY.
 AY1180'5.75 MILES SOUTHWEST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1180'TARPLEY, AT THE FOOT OF A HILL, 46 FEET SOUTH OF THE CENTER LINE OF
 AY1180'THE FARM ROAD, 3.8 FEET SOUTH OF A FENCE, 2.8 FEET WEST OF A WITNESS
 AY1180'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY1180'THE GROUND.
 AY1180
 AY1180                          STATION RECOVERY (1993)
 AY1180
 AY1180'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0072 ***********************************************************************
 EO0072  DESIGNATION -  U 566
 EO0072  PID         -  EO0072
 EO0072  STATE/COUNTY-  TX/RANDALL
 EO0072  USGS QUAD   -  UMBARGER (1984)
 EO0072
 EO0072                         *CURRENT SURVEY CONTROL
 EO0072  ___________________________________________________________________
 EO0072* NAD 83(1986)-  34 52 48.     (N)    102 06 54.     (W)     SCALED    
 EO0072* NAVD 88     -      1118.158  (meters)    3668.49   (feet)  ADJUSTED  
 EO0072  ___________________________________________________________________
 EO0072  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 EO0072  DYNAMIC HT  -        1116.775 (meters)    3663.95  (feet)  COMP
 EO0072  MODELED GRAV-     979,359.6   (mgal)                       NAVD 88
 EO0072
 EO0072  VERT ORDER  -  SECOND    CLASS 0
 EO0072
 EO0072.The horizontal coordinates were scaled from a topographic map and have
 EO0072.an estimated accuracy of +/- 6 seconds.
 EO0072
 EO0072.The orthometric height was determined by differential leveling
 EO0072.and adjusted by the National Geodetic Survey in June 1991..
 EO0072
 EO0072.The geoid height was determined by GEOID03.
 EO0072
 EO0072.The dynamic height is computed by dividing the NAVD 88
 EO0072.geopotential number by the normal gravity value computed on the
 EO0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0072.degrees latitude (g = 980.6199 gals.).
 EO0072
 EO0072.The modeled gravity was interpolated from observed gravity values.
 EO0072
 EO0072;                    North         East    Units  Estimated Accuracy
 EO0072;SPC TX N     - 1,097,800.      143,780.      MT  (+/- 180 meters Scaled)
 EO0072
 EO0072                          SUPERSEDED SURVEY CONTROL
 EO0072
 EO0072  NGVD 29 (??/??/92) 1117.638  (m)         3666.78   (f) ADJ UNCH    2 0
 EO0072
 EO0072.Superseded values are not recommended for survey control.
 EO0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0072.See file dsdata.txt to determine how the superseded data were derived.
 EO0072
 EO0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU636635(NAD 83)
 EO0072_MARKER: DB = BENCH MARK DISK
 EO0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0072_STAMPING: U-566 1935
 EO0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0072+STABILITY: SURFACE MOTION
 EO0072
 EO0072  HISTORY     - Date     Condition        Report By
 EO0072  HISTORY     - 1935     MONUMENTED       CGS
 EO0072  HISTORY     - 1961     MARK NOT FOUND   USGS
 EO0072  HISTORY     - 1980     MARK NOT FOUND   USGS
 EO0072
 EO0072                          STATION DESCRIPTION
 EO0072
 EO0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0072'5.56 MI SW FROM UMBARGER.
 EO0072'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM POST OFFICE GO 0.7 MILES
 EO0072'SOUTHWEST ON STATE HIGHWAY NUMBER 33, AND THEN 4.86 MILE SOUTH ON
 EO0072'GRADED ROAD.  ABOUT 201.0 FEET NORTH OF NORTH END OF ENTRANCE TO OLD
 EO0072'FARM BUILDINGS, 33.4 FEET WEST OF CENTER LINE OF ROAD, 6.8 FEET SOUTH
 EO0072'OF LINE FENCE RUNNING WEST, AND 3.0 FEET WEST OF RIGHT OF WAY FENCE.
 EO0072'NOTE-- RD. CONSTR. IN AREA.
 EO0072
 EO0072                          STATION RECOVERY (1961)
 EO0072
 EO0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0072'MARK NOT FOUND.
 EO0072
 EO0072                          STATION RECOVERY (1980)
 EO0072
 EO0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EO0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0073 ***********************************************************************
 EO0073  DESIGNATION -  U 566 RESET 1957
 EO0073  PID         -  EO0073
 EO0073  STATE/COUNTY-  TX/RANDALL
 EO0073  USGS QUAD   -  UMBARGER (1984)
 EO0073
 EO0073                         *CURRENT SURVEY CONTROL
 EO0073  ___________________________________________________________________
 EO0073* NAD 83(1986)-  34 52 46.     (N)    102 06 56.     (W)     SCALED    
 EO0073* NAVD 88     -      1117.69   (meters)    3667.0    (feet)  RESET     
 EO0073  ___________________________________________________________________
 EO0073  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 EO0073
 EO0073  VERT ORDER  -  THIRD
 EO0073
 EO0073.The horizontal coordinates were scaled from a topographic map and have
 EO0073.an estimated accuracy of +/- 6 seconds.
 EO0073
 EO0073.The orthometric height was computed from unverified reset data.
 EO0073
 EO0073.The geoid height was determined by GEOID03.
 EO0073
 EO0073;                    North         East    Units  Estimated Accuracy
 EO0073;SPC TX N     - 1,097,740.      143,730.      MT  (+/- 180 meters Scaled)
 EO0073
 EO0073                          SUPERSEDED SURVEY CONTROL
 EO0073
 EO0073.No superseded survey control is available for this station.
 EO0073
 EO0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU636634(NAD 83)
 EO0073_MARKER: DB = BENCH MARK DISK
 EO0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0073_STAMPING: U 566 RESET 1957
 EO0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0073+STABILITY: SURFACE MOTION
 EO0073
 EO0073  HISTORY     - Date     Condition        Report By
 EO0073  HISTORY     - 1957     MONUMENTED       CGS
 EO0073
 EO0073                          STATION DESCRIPTION
 EO0073
 EO0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EO0073'05.6 MI S FROM UMBARGER.
 EO0073'ALONG THE WEST SIDE OF F.M. HIGHWAY 168, 0.3 MILES SOUTH OF THE CATTLE
 EO0073'GUARD IN THE HIGHWAY AT THE SOUTH SIDE OF BUFFALO LAKE PARK AREA AND 6
 EO0073'FEET SOUTH OF THE HIGHWAY SURVEY STATION NO. 209.  IT IS ABOUT 100
 EO0073'YARDS NORTH OF THE TOP OF A LOW DIVIDE AND IN THE WEST RIGHT-OF-WAY
 EO0073'FENCE LINE OF THE HIGHWAY.  A STANDARD DISK STAMPED U 566 RESET 1957
 EO0073'IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.  TO REACH FROM
 EO0073'UMBARGER-- GO SOUTH ON F.M. HIGHWAY 168 FROM THE JUNCTION WITH U.S.
 EO0073'NO. 60, 01.9 MILES TO A CROSS ROAD.  TURN LEFT AND FOLLOW THE MAIN
 EO0073'ROAD EAST, AND SOUTH TO THE BOTTOM OF THE CANYON BELOW THE DAM AND
 EO0073'RECREATION AREAS, THEN SOUTHWEST 01.9 MILES TO A FORK.  TAKE THE RIGHT
 EO0073'FORK AND CONTINUE ABOUT 2.0 MILES TO THE CATTLE-GUARD. THEN CONTINUE
 EO0073'SOUTH 0.3 MILE TO THE MARK ON THE RIGHTAS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0230 ***********************************************************************
 EN0230  DESIGNATION -  U 568
 EN0230  PID         -  EN0230
 EN0230  STATE/COUNTY-  TX/ARMSTRONG
 EN0230  USGS QUAD   -  LUTTRELL SPRINGS NE (1963)
 EN0230
 EN0230                         *CURRENT SURVEY CONTROL
 EN0230  ___________________________________________________________________
 EN0230* NAD 83(1986)-  34 56 16.     (N)    101 21 41.     (W)     SCALED    
 EN0230* NAVD 88     -      1024.483  (meters)    3361.16   (feet)  ADJUSTED  
 EN0230  ___________________________________________________________________
 EN0230  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EN0230  DYNAMIC HT  -        1023.256 (meters)    3357.13  (feet)  COMP
 EN0230  MODELED GRAV-     979,401.8   (mgal)                       NAVD 88
 EN0230
 EN0230  VERT ORDER  -  SECOND    CLASS 0
 EN0230
 EN0230.The horizontal coordinates were scaled from a topographic map and have
 EN0230.an estimated accuracy of +/- 6 seconds.
 EN0230
 EN0230.The orthometric height was determined by differential leveling
 EN0230.and adjusted by the National Geodetic Survey in June 1991..
 EN0230
 EN0230.The geoid height was determined by GEOID03.
 EN0230
 EN0230.The dynamic height is computed by dividing the NAVD 88
 EN0230.geopotential number by the normal gravity value computed on the
 EN0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0230.degrees latitude (g = 980.6199 gals.).
 EN0230
 EN0230.The modeled gravity was interpolated from observed gravity values.
 EN0230
 EN0230;                    North         East    Units  Estimated Accuracy
 EN0230;SPC TX N     - 1,104,040.      212,660.      MT  (+/- 180 meters Scaled)
 EN0230
 EN0230                          SUPERSEDED SURVEY CONTROL
 EN0230
 EN0230  NGVD 29 (??/??/92) 1024.019  (m)         3359.64   (f) ADJ UNCH    2 0
 EN0230
 EN0230.Superseded values are not recommended for survey control.
 EN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0230.See file dsdata.txt to determine how the superseded data were derived.
 EN0230
 EN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD843686(NAD 83)
 EN0230_MARKER: DB = BENCH MARK DISK
 EN0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0230_STAMPING: U 568 1935
 EN0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0230+STABILITY: SURFACE MOTION
 EN0230
 EN0230  HISTORY     - Date     Condition        Report By
 EN0230  HISTORY     - 1935     MONUMENTED       CGS
 EN0230  HISTORY     - 1962     GOOD             USGS
 EN0230
 EN0230                          STATION DESCRIPTION
 EN0230
 EN0230'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EN0230'11.5 MI S FROM CLAUDE.
 EN0230'11.5 MILES SOUTH ALONG FARM TO MARKET ROAD NO. 284 FROM COUTRHOUSE AT
 EN0230'CLAUDE, ARMSTRONG COUNTY.  0.4 MILES WEST OF A RANCH HOUSE AND
 EN0230'WINDMILL NORTH OF A DRY LAKE BED, 130 FEET EAST OF CENTERLINE OF F. TO
 EN0230'N. ROAD NO. 284 AND 67 FEET SOUTH OF FARM LANE TO EAST.  A STANDARD
 EN0230'DISK STAMPED U 568 1935 AND SET IN TOP OF CONCRETE POST PROJECTING 0.5
 EN0230'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0558 ***********************************************************************
 EN0558  DESIGNATION -  U 569
 EN0558  PID         -  EN0558
 EN0558  STATE/COUNTY-  TX/SWISHER
 EN0558  USGS QUAD   -  TULE LAKE NW (1969)
 EN0558
 EN0558                         *CURRENT SURVEY CONTROL
 EN0558  ___________________________________________________________________
 EN0558* NAD 83(1986)-  34 43 10.     (N)    101 44 16.     (W)     SCALED    
 EN0558* NAVD 88     -      1073.016  (meters)    3520.39   (feet)  ADJUSTED  
 EN0558  ___________________________________________________________________
 EN0558  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EN0558  DYNAMIC HT  -        1071.692 (meters)    3516.04  (feet)  COMP
 EN0558  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 EN0558
 EN0558  VERT ORDER  -  SECOND    CLASS 0
 EN0558
 EN0558.The horizontal coordinates were scaled from a topographic map and have
 EN0558.an estimated accuracy of +/- 6 seconds.
 EN0558
 EN0558.The orthometric height was determined by differential leveling
 EN0558.and adjusted by the National Geodetic Survey in June 1991..
 EN0558
 EN0558.The geoid height was determined by GEOID03.
 EN0558
 EN0558.The dynamic height is computed by dividing the NAVD 88
 EN0558.geopotential number by the normal gravity value computed on the
 EN0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0558.degrees latitude (g = 980.6199 gals.).
 EN0558
 EN0558.The modeled gravity was interpolated from observed gravity values.
 EN0558
 EN0558;                    North         East    Units  Estimated Accuracy
 EN0558;SPC TX N     - 1,079,840.      178,220.      MT  (+/- 180 meters Scaled)
 EN0558
 EN0558                          SUPERSEDED SURVEY CONTROL
 EN0558
 EN0558  NGVD 29 (??/??/92) 1072.576  (m)         3518.94   (f) ADJ UNCH    2 0
 EN0558
 EN0558.Superseded values are not recommended for survey control.
 EN0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0558.See file dsdata.txt to determine how the superseded data were derived.
 EN0558
 EN0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD492453(NAD 83)
 EN0558_MARKER: DB = BENCH MARK DISK
 EN0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0558_STAMPING: U 569 1935
 EN0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0558+STABILITY: SURFACE MOTION
 EN0558
 EN0558  HISTORY     - Date     Condition        Report By
 EN0558  HISTORY     - 1935     MONUMENTED       CGS
 EN0558  HISTORY     - 1951     GOOD             NGS
 EN0558  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0558
 EN0558                          STATION DESCRIPTION
 EN0558
 EN0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EN0558'8.1 MI E FROM HAPPY.
 EN0558'8.1 MILES EAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0558'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0558'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 3.1 MILES
 EN0558'EAST.  IT IS AT A FENCE JUNCTION, 0.4 MILE EAST OF A ROAD
 EN0558'INTERSECTION, 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 18 FEET
 EN0558'WEST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED U 569
 EN0558'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EN0558
 EN0558                          STATION RECOVERY (1968)
 EN0558
 EN0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0472 ***********************************************************************
 AV0472  DESIGNATION -  U 57
 AV0472  PID         -  AV0472
 AV0472  STATE/COUNTY-  TX/JEFFERSON
 AV0472  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0472
 AV0472                         *CURRENT SURVEY CONTROL
 AV0472  ___________________________________________________________________
 AV0472* NAD 83(1986)-  29 51 05.     (N)    093 58 19.     (W)     SCALED    
 AV0472* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 AV0472  ___________________________________________________________________
 AV0472  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AV0472
 AV0472  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0472
 AV0472.The horizontal coordinates were scaled from a topographic map and have
 AV0472.an estimated accuracy of +/- 6 seconds.
 AV0472
 AV0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0472.The vertical order pertains to the NGVD 29 superseded value.
 AV0472
 AV0472.The geoid height was determined by GEOID03.
 AV0472
 AV0472;                    North         East    Units  Estimated Accuracy
 AV0472;SPC TXSC     - 4,234,100.    1,085,660.      MT  (+/- 180 meters Scaled)
 AV0472
 AV0472                          SUPERSEDED SURVEY CONTROL
 AV0472
 AV0472  NGVD 29 (??/??/??)    1.955  (m)            6.41   (f) ADJUSTED    1 2
 AV0472
 AV0472.Superseded values are not recommended for survey control.
 AV0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0472.See file dsdata.txt to determine how the superseded data were derived.
 AV0472
 AV0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP061027(NAD 83)
 AV0472_MARKER: DB = BENCH MARK DISK
 AV0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0472_SP_SET: PUMP HOUSE
 AV0472_STAMPING: U 57 1918 ELEV 6.759 FT 6.894
 AV0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0472
 AV0472  HISTORY     - Date     Condition        Report By
 AV0472  HISTORY     - 1918     MONUMENTED       CGS
 AV0472  HISTORY     - 1959     GOOD             CGS
 AV0472  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0472  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0472  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0472  HISTORY     - 19970205 MARK NOT FOUND   USPSQD
 AV0472  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0472  HISTORY     - 20020128 MARK NOT FOUND   NGS
 AV0472  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0472
 AV0472                          STATION DESCRIPTION
 AV0472
 AV0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0472'IN WEST PORT ARTHUR.
 AV0472'AT WEST PORT ARTHUR, 0.1 MILE SOUTHEAST OF THE TEXAS AND NEW ORLEANS
 AV0472'RAILROAD STATION, 250 FEET SOUTHEAST OF THE GULF REFINING COMPANY
 AV0472'GUARDHOUSE AT GATE 26, SET VERTICALLY IN THE WEST BRICK WALL AT THE
 AV0472'NORTHWEST CORNER OF PUMP HOUSE 13, AND ABOUT 3 FEET ABOVE GROUND.
 AV0472
 AV0472                          STATION RECOVERY (1987)
 AV0472
 AV0472'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AV0472'MARK NOT FOUND.
 AV0472
 AV0472                          STATION RECOVERY (1989)
 AV0472
 AV0472'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0472'MARK NOT FOUND.
 AV0472
 AV0472                          STATION RECOVERY (1989)
 AV0472
 AV0472'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0472'MARK NOT FOUND.
 AV0472
 AV0472                          STATION RECOVERY (1997)
 AV0472
 AV0472'RECOVERY NOTE BY US POWER SQUADRON 1997
 AV0472'MARK NOT FOUND.
 AV0472
 AV0472                          STATION RECOVERY (2001)
 AV0472
 AV0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0472'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0472
 AV0472                          STATION RECOVERY (2002)
 AV0472
 AV0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AV0472'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0472
 AV0472                          STATION RECOVERY (2002)
 AV0472
 AV0472'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0353 ***********************************************************************
 AM0353  DESIGNATION -  U 571 RESET 1961
 AM0353  PID         -  AM0353
 AM0353  STATE/COUNTY-  TX/MATAGORDA
 AM0353  USGS QUAD   -  CEDAR LANE (1972)
 AM0353
 AM0353                         *CURRENT SURVEY CONTROL
 AM0353  ___________________________________________________________________
 AM0353* NAD 83(1986)-  28 54 25.     (N)    095 40 46.     (W)     SCALED    
 AM0353* NAVD 88     -         4.63   (+/-2cm)      15.2    (feet)  VERTCON   
 AM0353  ___________________________________________________________________
 AM0353  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AM0353
 AM0353  VERT ORDER  -  THIRD (See Below)
 AM0353
 AM0353.The horizontal coordinates were scaled from a topographic map and have
 AM0353.an estimated accuracy of +/- 6 seconds.
 AM0353
 AM0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0353.The vertical order pertains to the NGVD 29 superseded value.
 AM0353
 AM0353.The geoid height was determined by GEOID03.
 AM0353
 AM0353;                    North         East    Units  Estimated Accuracy
 AM0353;SPC TXSC     - 4,123,580.      923,760.      MT  (+/- 180 meters Scaled)
 AM0353
 AM0353                          SUPERSEDED SURVEY CONTROL
 AM0353
 AM0353  NGVD 29 (??/??/??)    4.66   (m)           15.3    (f) RESET       3  
 AM0353
 AM0353.Superseded values are not recommended for survey control.
 AM0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0353.See file dsdata.txt to determine how the superseded data were derived.
 AM0353
 AM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN387006(NAD 83)
 AM0353_MARKER: DB = BENCH MARK DISK
 AM0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0353_STAMPING: U 571 RESET 1961
 AM0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0353+STABILITY: SURFACE MOTION
 AM0353
 AM0353  HISTORY     - Date     Condition        Report By
 AM0353  HISTORY     - 1961     MONUMENTED       CGS
 AM0353
 AM0353                          STATION DESCRIPTION
 AM0353
 AM0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AM0353'4.3 MI SE FROM CEDAR LANE.
 AM0353'ABOUT 4.3 MILES SOUTHEAST ALONG F.M. ROAD NO. 457 FROM CEDAR LANE,
 AM0353'ALONG THE WEST EDGE OF AN OLD ROAD BED WHICH IS ALONG THE NORTHEAST
 AM0353'SIDE OF THE HIGHWAY, ABOUT 8 FEET NORTHEAST OF THE RIGHT-OF-WAY LINE
 AM0353'AND ABOUT 75 YARDS SOUTH OF A CONCRETE CULVERT.  THIS AREA IS IN
 AM0353'TIMBERED AND SWAMPY LAND.  A STANDARD DISK STAMPED U 571 RESET 1961 IN
 AM0353'A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT 2 FEET
 AM0353'NORTHWEST OF A 4 X 4 POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0390 ***********************************************************************
 AM0390  DESIGNATION -  U 572
 AM0390  PID         -  AM0390
 AM0390  STATE/COUNTY-  TX/MATAGORDA
 AM0390  USGS QUAD   -  BAY CITY NE (1972)
 AM0390
 AM0390                         *CURRENT SURVEY CONTROL
 AM0390  ___________________________________________________________________
 AM0390* NAD 83(1986)-  28 53 20.     (N)    095 48 02.     (W)     SCALED    
 AM0390* NAVD 88     -         6.68   (+/-2cm)      21.9    (feet)  VERTCON   
 AM0390  ___________________________________________________________________
 AM0390  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0390
 AM0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0390
 AM0390.The horizontal coordinates were scaled from a topographic map and have
 AM0390.an estimated accuracy of +/- 6 seconds.
 AM0390
 AM0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0390.The vertical order pertains to the NGVD 29 superseded value.
 AM0390
 AM0390.The geoid height was determined by GEOID03.
 AM0390
 AM0390;                    North         East    Units  Estimated Accuracy
 AM0390;SPC TXSC     - 4,121,250.      912,010.      MT  (+/- 180 meters Scaled)
 AM0390
 AM0390                          SUPERSEDED SURVEY CONTROL
 AM0390
 AM0390  NGVD 29 (??/??/92)    6.711  (m)           22.02   (f) ADJ UNCH    2 0
 AM0390
 AM0390.Superseded values are not recommended for survey control.
 AM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0390.See file dsdata.txt to determine how the superseded data were derived.
 AM0390
 AM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM268989(NAD 83)
 AM0390_MARKER: DB = BENCH MARK DISK
 AM0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0390_STAMPING: U 572 1941
 AM0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0390+STABILITY: SURFACE MOTION
 AM0390
 AM0390  HISTORY     - Date     Condition        Report By
 AM0390  HISTORY     - 1941     MONUMENTED       CGS
 AM0390  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0390
 AM0390                          STATION DESCRIPTION
 AM0390
 AM0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0390'0.4 MI SE FROM CEDAR LANE.
 AM0390'0.4 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0390'OFFICE AT CEDAR LANE, THENCE 6.8 MILES SOUTHWEST ALONG THE WADSWORTH
 AM0390'ROAD.  0.2 MILE SOUTHWEST OF VINE GROVE SCHOOL AND A ROAD JUNCTION,
 AM0390'210 FEET NORTHWEST OF THE JUNCTION OF A RANCH ROAD LEADING SOUTH, 26
 AM0390'FEET NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTHEAST OF A FENCE
 AM0390'CORNER, 2.6 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 AM0390'THE ROAD.  A STANDARD DISK, STAMPED U 572 1941 AND SET IN THE TOP OF A
 AM0390'CONCRETE POST PROJECTING 0.9 FOOT ABOVE GROUND.
 AM0390
 AM0390                          STATION RECOVERY (1996)
 AM0390
 AM0390'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0230 ***********************************************************************
 AM0230  DESIGNATION -  U 573
 AM0230  PID         -  AM0230
 AM0230  STATE/COUNTY-  TX/BRAZORIA
 AM0230  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0230
 AM0230                         *CURRENT SURVEY CONTROL
 AM0230  ___________________________________________________________________
 AM0230* NAD 83(1986)-  28 57 13.     (N)    095 34 57.     (W)     SCALED    
 AM0230* NAVD 88     -         5.21   (+/-2cm)      17.1    (feet)  VERTCON   
 AM0230  ___________________________________________________________________
 AM0230  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AM0230
 AM0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0230
 AM0230.The horizontal coordinates were scaled from a topographic map and have
 AM0230.an estimated accuracy of +/- 6 seconds.
 AM0230
 AM0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0230.The vertical order pertains to the NGVD 29 superseded value.
 AM0230
 AM0230.The geoid height was determined by GEOID03.
 AM0230
 AM0230;                    North         East    Units  Estimated Accuracy
 AM0230;SPC TXSC     - 4,129,020.      933,060.      MT  (+/- 180 meters Scaled)
 AM0230
 AM0230                          SUPERSEDED SURVEY CONTROL
 AM0230
 AM0230  NGVD 29 (??/??/92)    5.24   (m)           17.2    (f) COMPUTED    2 0
 AM0230
 AM0230.Superseded values are not recommended for survey control.
 AM0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0230.See file dsdata.txt to determine how the superseded data were derived.
 AM0230
 AM0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN483055(NAD 83)
 AM0230_MARKER: DB = BENCH MARK DISK
 AM0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0230_STAMPING: U 573 1941
 AM0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0230+STABILITY: SURFACE MOTION
 AM0230
 AM0230  HISTORY     - Date     Condition        Report By
 AM0230  HISTORY     - 1941     MONUMENTED       CGS
 AM0230  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 AM0230
 AM0230                          STATION DESCRIPTION
 AM0230
 AM0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0230'4.9 MI E FROM CEDAR LAKE.
 AM0230'TO REACH FROM THE POST OFFICE AT CEDAR LAKE-- PROCEED 4.9 MILES
 AM0230'EASTERLY ALONG COUNTY ROAD TO THE INTERSECTION OF ROAD LEADING SOUTH
 AM0230'AND SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 1.3 MILES WEST OF
 AM0230'HINKLE FERRY BRIDGE OVER THE SAN BERNARD RIVER, 61.0 FEET SOUTHWEST OF
 AM0230'THE CENTER OF INTERSECTION OF ROAD LEADING SOUTH AND 48.0 FEET SOUTH
 AM0230'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT IS
 AM0230'28.0 FEET WEST OF THE CENTERLINE OF ROAD LEADING SOUTHERLY, 4.5 FEET
 AM0230'WEST OF POWER LINE POLE WHERE LINE FROM THE SOUTH JOINS EAST-WEST LINE
 AM0230'AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT
 AM0230'PROJECTS 0.6 FOOT.
 AM0230
 AM0230                          STATION RECOVERY (1960)
 AM0230
 AM0230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 AM0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0516 ***********************************************************************
 AX0516  DESIGNATION -  U 574
 AX0516  PID         -  AX0516
 AX0516  STATE/COUNTY-  TX/WHARTON
 AX0516  USGS QUAD   -  LANE CITY SE (1980)
 AX0516
 AX0516                         *CURRENT SURVEY CONTROL
 AX0516  ___________________________________________________________________
 AX0516* NAD 83(1986)-  29 07 22.     (N)    096 07 26.     (W)     SCALED    
 AX0516* NAVD 88     -        24.18   (+/-2cm)      79.3    (feet)  VERTCON   
 AX0516  ___________________________________________________________________
 AX0516  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0516
 AX0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0516
 AX0516.The horizontal coordinates were scaled from a topographic map and have
 AX0516.an estimated accuracy of +/- 6 seconds.
 AX0516
 AX0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0516.The vertical order pertains to the NGVD 29 superseded value.
 AX0516
 AX0516.The geoid height was determined by GEOID03.
 AX0516
 AX0516;                    North         East    Units  Estimated Accuracy
 AX0516;SPC TXSC     - 4,146,350.      879,850.      MT  (+/- 180 meters Scaled)
 AX0516
 AX0516                          SUPERSEDED SURVEY CONTROL
 AX0516
 AX0516  NGVD 29 (??/??/92)   24.190  (m)           79.36   (f) ADJ UNCH    2 0
 AX0516
 AX0516.Superseded values are not recommended for survey control.
 AX0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0516.See file dsdata.txt to determine how the superseded data were derived.
 AX0516
 AX0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT798250(NAD 83)
 AX0516_MARKER: DB = BENCH MARK DISK
 AX0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0516_SP_SET: CULVERT
 AX0516_STAMPING: U 574 1941
 AX0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0516
 AX0516  HISTORY     - Date     Condition        Report By
 AX0516  HISTORY     - 1941     MONUMENTED       CGS
 AX0516  HISTORY     - 1943     GOOD             NGS
 AX0516
 AX0516                          STATION DESCRIPTION
 AX0516
 AX0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0516'9.9 MI SE FROM PIERCE.
 AX0516'BENCH MARK IS ABOUT 9.9 MILES SOUTHEAST OF PIERCE, ALONG THE
 AX0516'PIERCE-MARKHAM GRAVELED ROAD AND AT THE INTERSECTION OF A CROSSROAD.
 AX0516'IT IS ABOUT 0.2 MILE NORTHEAST OF A AN INTERSECTION OF A CROSSROAD,
 AX0516'78.0 FEET NORTHWEST OF INTERSECTION OF A CROSSROAD, SET HORIZONTALLY
 AX0516'IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A LARGE CONCRETE
 AX0516'CULVERT OVER THE PIERCE ESTATE CANAL.  IT IS 13.5 FEET SOUTHEAST OF
 AX0516'AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  A DISK SET IN
 AX0516'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0308 ***********************************************************************
 AN0308  DESIGNATION -  U 575
 AN0308  PID         -  AN0308
 AN0308  STATE/COUNTY-  TX/MATAGORDA
 AN0308  USGS QUAD   -  MIDFIELD (1995)
 AN0308
 AN0308                         *CURRENT SURVEY CONTROL
 AN0308  ___________________________________________________________________
 AN0308* NAD 83(1986)-  28 57 43.     (N)    096 12 31.     (W)     SCALED    
 AN0308* NAVD 88     -        16.43   (+/-2cm)      53.9    (feet)  VERTCON   
 AN0308  ___________________________________________________________________
 AN0308  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0308
 AN0308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0308
 AN0308.The horizontal coordinates were scaled from a topographic map and have
 AN0308.an estimated accuracy of +/- 6 seconds.
 AN0308
 AN0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0308.The vertical order pertains to the NGVD 29 superseded value.
 AN0308
 AN0308.The geoid height was determined by GEOID03.
 AN0308
 AN0308;                    North         East    Units  Estimated Accuracy
 AN0308;SPC TXSC     - 4,128,330.      872,030.      MT  (+/- 180 meters Scaled)
 AN0308
 AN0308                          SUPERSEDED SURVEY CONTROL
 AN0308
 AN0308  NGVD 29 (??/??/92)   16.455  (m)           53.99   (f) ADJ UNCH    2 0
 AN0308
 AN0308.Superseded values are not recommended for survey control.
 AN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0308.See file dsdata.txt to determine how the superseded data were derived.
 AN0308
 AN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT720069(NAD 83)
 AN0308_MARKER: DB = BENCH MARK DISK
 AN0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0308_STAMPING: U 575 1941
 AN0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0308+STABILITY: SURFACE MOTION
 AN0308
 AN0308  HISTORY     - Date     Condition        Report By
 AN0308  HISTORY     - 1941     MONUMENTED       CGS
 AN0308  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0308
 AN0308                          STATION DESCRIPTION
 AN0308
 AN0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0308'1.6 MI N FROM MIDFIELD.
 AN0308'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF
 AN0308'STATE HIGHWAY 111 AT MIDFIELD, MATAGORDA COUNTY, ABOUT 300 FEET
 AN0308'SOUTHEAST OF A WINDMILL, 51 FEET WEST OF THE CENTER LINE OF THE
 AN0308'HIGHWAY, 50 FEET SOUTH OF THE CENTER LINE OF A WIRE GATE IN THE
 AN0308'RIGHT-OF-WAY FENCE, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AN0308'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 AN0308'HIGHWAY.  A STANDARD DISK, STAMPED U 575 1941 AND SET IN THE TOP OF A
 AN0308'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AN0308
 AN0308                          STATION RECOVERY (1999)
 AN0308
 AN0308'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0309 ***********************************************************************
 AN0309  DESIGNATION -  U 575 RESET 1973
 AN0309  PID         -  AN0309
 AN0309  STATE/COUNTY-  TX/MATAGORDA
 AN0309  USGS QUAD   -  MIDFIELD (1995)
 AN0309
 AN0309                         *CURRENT SURVEY CONTROL
 AN0309  ___________________________________________________________________
 AN0309* NAD 83(1986)-  28 57 44.     (N)    096 12 31.     (W)     SCALED    
 AN0309* NAVD 88     -        16.22   (+/-2cm)      53.2    (feet)  VERTCON   
 AN0309  ___________________________________________________________________
 AN0309  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0309
 AN0309  VERT ORDER  -  THIRD (See Below)
 AN0309
 AN0309.The horizontal coordinates were scaled from a topographic map and have
 AN0309.an estimated accuracy of +/- 6 seconds.
 AN0309
 AN0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0309.The vertical order pertains to the NGVD 29 superseded value.
 AN0309
 AN0309.The geoid height was determined by GEOID03.
 AN0309
 AN0309;                    North         East    Units  Estimated Accuracy
 AN0309;SPC TXSC     - 4,128,360.      872,030.      MT  (+/- 180 meters Scaled)
 AN0309
 AN0309                          SUPERSEDED SURVEY CONTROL
 AN0309
 AN0309  NGVD 29 (01/29/03)   16.25   (m)           53.3    (f) RESET       3  
 AN0309
 AN0309.Superseded values are not recommended for survey control.
 AN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0309.See file dsdata.txt to determine how the superseded data were derived.
 AN0309
 AN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT720070(NAD 83)
 AN0309_MARKER: DB = BENCH MARK DISK
 AN0309_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN0309_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AN0309_STAMPING: U 575 RESET 1973
 AN0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0309+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AN0309
 AN0309  HISTORY     - Date     Condition        Report By
 AN0309  HISTORY     - 1973     MONUMENTED       NGS
 AN0309  HISTORY     - 1991     GOOD             USPSQD
 AN0309  HISTORY     - 19991015 GOOD             USPSQD
 AN0309  HISTORY     - 20060312 GOOD             USPSQD
 AN0309
 AN0309                          STATION DESCRIPTION
 AN0309
 AN0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AN0309'1.5 MI N FROM MIDFIELD.
 AN0309'FROM THE INTERSECTION OF STATE HIGHWAY 71 AND FARM ROAD 111, IN
 AN0309'MIDFIELD, GO NORTH ON U.S. HWY. 71 FOR 1.65 MILES TO A TRACK ROAD ON
 AN0309'THE LEFT AND MARK ON THE LEFT.  STANDARD BENCH MARK DISK, BRAZED TO
 AN0309'THE TOP OF A 3-INCH IRON PIPE, THAT PROJECTS ABOUT 6-INCHES AND IS
 AN0309'STAMPED U 575 RESET 1973.  IT IS 78 FEET WEST OF THE CENTER-LINE OF
 AN0309'STATE HIGHWAY 71, 40 FEET SOUTH OF THE CENTER OF TRACK ROAD, 33 FEET
 AN0309'SOUTH OF THE SOUTH END OF GATE, 22 FEET SOUTH OF A HI-LINE POLE,
 AN0309'1-FOOT EAST OF THE FENCE-LINE AND 2 FEET SOUTH OF A METAL WITNESS
 AN0309'POST.
 AN0309
 AN0309                          STATION RECOVERY (1991)
 AN0309
 AN0309'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0309'RECOVERED IN GOOD CONDITION.
 AN0309
 AN0309                          STATION RECOVERY (1999)
 AN0309
 AN0309'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0309'RECOVERED IN GOOD CONDITION.
 AN0309
 AN0309                          STATION RECOVERY (2006)
 AN0309
 AN0309'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0309'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0238 ***********************************************************************
 AN0238  DESIGNATION -  U 576
 AN0238  PID         -  AN0238
 AN0238  STATE/COUNTY-  TX/MATAGORDA
 AN0238  USGS QUAD   -  MARKHAM (1995)
 AN0238
 AN0238                         *CURRENT SURVEY CONTROL
 AN0238  ___________________________________________________________________
 AN0238* NAD 83(1986)-  28 55 44.     (N)    096 03 31.     (W)     SCALED    
 AN0238* NAVD 88     -        12.63   (+/-2cm)      41.4    (feet)  VERTCON   
 AN0238  ___________________________________________________________________
 AN0238  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN0238
 AN0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0238
 AN0238.The horizontal coordinates were scaled from a topographic map and have
 AN0238.an estimated accuracy of +/- 6 seconds.
 AN0238
 AN0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0238.The vertical order pertains to the NGVD 29 superseded value.
 AN0238
 AN0238.The geoid height was determined by GEOID03.
 AN0238
 AN0238;                    North         East    Units  Estimated Accuracy
 AN0238;SPC TXSC     - 4,125,020.      886,740.      MT  (+/- 180 meters Scaled)
 AN0238
 AN0238                          SUPERSEDED SURVEY CONTROL
 AN0238
 AN0238  NGVD 29 (??/??/92)   12.661  (m)           41.54   (f) ADJ UNCH    2 0
 AN0238
 AN0238.Superseded values are not recommended for survey control.
 AN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0238.See file dsdata.txt to determine how the superseded data were derived.
 AN0238
 AN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT867036(NAD 83)
 AN0238_MARKER: DB = BENCH MARK DISK
 AN0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0238_SP_SET: CULVERT
 AN0238_STAMPING: U 576 1941
 AN0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0238
 AN0238  HISTORY     - Date     Condition        Report By
 AN0238  HISTORY     - 1941     MONUMENTED       CGS
 AN0238  HISTORY     - 1953     GOOD             NGS
 AN0238  HISTORY     - 1978     GOOD             NGS
 AN0238  HISTORY     - 1991     GOOD             USPSQD
 AN0238  HISTORY     - 19991015 GOOD             USPSQD
 AN0238
 AN0238                          STATION DESCRIPTION
 AN0238
 AN0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0238'2.3 MI S FROM MARKHAM.
 AN0238'ABOUT 2.3 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE TEXAS AND NEW
 AN0238'ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, ABOUT 0.2 MILE
 AN0238'NORTH OF A FARMHOUSE, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE
 AN0238'SOUTHEAST END OF THE SOUTHWEST HEAD WALL, 16 FEET SOUTHWEST OF THE
 AN0238'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 AN0238'DISK, STAMPED U 576 1941.
 AN0238
 AN0238                          STATION RECOVERY (1953)
 AN0238
 AN0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AN0238'RECOVERED IN GOOD CONDITION.
 AN0238
 AN0238                          STATION RECOVERY (1978)
 AN0238
 AN0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0238'RECOVERED IN GOOD CONDITION.
 AN0238
 AN0238                          STATION RECOVERY (1991)
 AN0238
 AN0238'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0238'RECOVERED IN GOOD CONDITION.
 AN0238
 AN0238                          STATION RECOVERY (1999)
 AN0238
 AN0238'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0568 ***********************************************************************
 AX0568  DESIGNATION -  U 577
 AX0568  PID         -  AX0568
 AX0568  STATE/COUNTY-  TX/WHARTON
 AX0568  USGS QUAD   -  LOUISE (1981)
 AX0568
 AX0568                         *CURRENT SURVEY CONTROL
 AX0568  ___________________________________________________________________
 AX0568* NAD 83(1986)-  29 03 09.     (N)    096 23 36.     (W)     SCALED    
 AX0568* NAVD 88     -        21.86   (+/-2cm)      71.7    (feet)  VERTCON   
 AX0568  ___________________________________________________________________
 AX0568  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0568
 AX0568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0568
 AX0568.The horizontal coordinates were scaled from a topographic map and have
 AX0568.an estimated accuracy of +/- 6 seconds.
 AX0568
 AX0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0568.The vertical order pertains to the NGVD 29 superseded value.
 AX0568
 AX0568.The geoid height was determined by GEOID03.
 AX0568
 AX0568;                    North         East    Units  Estimated Accuracy
 AX0568;SPC TXSC     - 4,137,950.      853,810.      MT  (+/- 180 meters Scaled)
 AX0568
 AX0568                          SUPERSEDED SURVEY CONTROL
 AX0568
 AX0568  NGVD 29 (??/??/92)   21.871  (m)           71.76   (f) ADJ UNCH    2 0
 AX0568
 AX0568.Superseded values are not recommended for survey control.
 AX0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0568.See file dsdata.txt to determine how the superseded data were derived.
 AX0568
 AX0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT538166(NAD 83)
 AX0568_MARKER: DB = BENCH MARK DISK
 AX0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0568_STAMPING: U 577 1941
 AX0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0568+STABILITY: SURFACE MOTION
 AX0568
 AX0568  HISTORY     - Date     Condition        Report By
 AX0568  HISTORY     - 1941     MONUMENTED       CGS
 AX0568  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX0568  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0568
 AX0568                          STATION DESCRIPTION
 AX0568
 AX0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0568'5.0 MI S FROM LOUISE.
 AX0568'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AX0568'LOUISE-- PROCEED SOUTHWEST ON STATE HIGHWAY 59, 1.1 MILES TO
 AX0568'INTERSECTION OF THE ROAD TO FRANCITAS, TURN LEFT (SOUTHEASTERLY) AND
 AX0568'GO 3.9 MILES TO A PRIVATE ROAD INTERSECTION AND SITE OF MARK.  BENCH
 AX0568'MARK IS AT THE INTERSECTION OF A PRIVATE ROAD RUNNING SOUTHWEST, 48.0
 AX0568'FEET SOUTHEAST OF THE CENTER OF A GATE, 34.0 FEET SOUTHWEST OF AND
 AX0568'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTH
 AX0568'OF A 4X4 INCH WOODEN MARKER POST, AND 2.0 FEET SOUTH OF A CORNER FENCE
 AX0568'POST.  THE MONUMENT PROJECTS ABOUT 0.6 FOOT.  STAMPED U 577 1941.
 AX0568
 AX0568                          STATION RECOVERY (1965)
 AX0568
 AX0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX0568'MARK NOT FOUND.
 AX0568
 AX0568                          STATION RECOVERY (1998)
 AX0568
 AX0568'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0561 ***********************************************************************
 AX0561  DESIGNATION -  U 578
 AX0561  PID         -  AX0561
 AX0561  STATE/COUNTY-  TX/WHARTON
 AX0561  USGS QUAD   -  EL CAMPO SE (1981)
 AX0561
 AX0561                         *CURRENT SURVEY CONTROL
 AX0561  ___________________________________________________________________
 AX0561* NAD 83(1986)-  29 03 19.     (N)    096 19 26.     (W)     SCALED    
 AX0561* NAVD 88     -        22.77   (+/-2cm)      74.7    (feet)  VERTCON   
 AX0561  ___________________________________________________________________
 AX0561  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0561
 AX0561  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0561
 AX0561.The horizontal coordinates were scaled from a topographic map and have
 AX0561.an estimated accuracy of +/- 6 seconds.
 AX0561
 AX0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0561.The vertical order pertains to the NGVD 29 superseded value.
 AX0561
 AX0561.The geoid height was determined by GEOID03.
 AX0561
 AX0561;                    North         East    Units  Estimated Accuracy
 AX0561;SPC TXSC     - 4,138,410.      860,560.      MT  (+/- 180 meters Scaled)
 AX0561
 AX0561                          SUPERSEDED SURVEY CONTROL
 AX0561
 AX0561  NGVD 29 (??/??/92)   22.779  (m)           74.73   (f) ADJ UNCH    2 0
 AX0561
 AX0561.Superseded values are not recommended for survey control.
 AX0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0561.See file dsdata.txt to determine how the superseded data were derived.
 AX0561
 AX0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT605170(NAD 83)
 AX0561_MARKER: DB = BENCH MARK DISK
 AX0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0561_STAMPING: U 578 1941
 AX0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0561+STABILITY: SURFACE MOTION
 AX0561
 AX0561  HISTORY     - Date     Condition        Report By
 AX0561  HISTORY     - 1941     MONUMENTED       CGS
 AX0561  HISTORY     - 1990     GOOD             USPSQD
 AX0561
 AX0561                          STATION DESCRIPTION
 AX0561
 AX0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0561'7.0 MI W FROM DANEVANG.
 AX0561'TO REACH THE BENCH MARK FROM CROSSROAD IN DANEVANG-- PROCEED WEST ON
 AX0561'GRADED ROAD, 7.0 TO NORTH-SOUTH GRAVELED ROAD AND SITE OF BENCH MARK.
 AX0561'BENCH MARK IS AT A CROSSROAD, 81.0 FEET WEST OF THE CENTERLINE OF A
 AX0561'NORTH-SOUTH GRAVELED ROAD, 31.0 FEET NORTH OF AND ABOUT THE SAME
 AX0561'ELEVATION AS THE CENTERLINE OF THE EAST-WEST ROAD, 3.0 FEET EAST OF A
 AX0561'4X4 INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF THE RIGHT-OF-WAY
 AX0561'FENCE.  MONUMENT PROJECTS ABOUT 0.6 FOOT.  MARK IS STAMPED, U 578
 AX0561'1941.
 AX0561
 AX0561                          STATION RECOVERY (1990)
 AX0561
 AX0561'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0250 ***********************************************************************
 AN0250  DESIGNATION -  U 579
 AN0250  PID         -  AN0250
 AN0250  STATE/COUNTY-  TX/MATAGORDA
 AN0250  USGS QUAD   -  MARKHAM (1995)
 AN0250
 AN0250                         *CURRENT SURVEY CONTROL
 AN0250  ___________________________________________________________________
 AN0250* NAD 83(1986)-  28 58 05.     (N)    096 03 00.     (W)     SCALED    
 AN0250* NAVD 88     -        15.70   (+/-2cm)      51.5    (feet)  VERTCON   
 AN0250  ___________________________________________________________________
 AN0250  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0250
 AN0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0250
 AN0250.The horizontal coordinates were scaled from a topographic map and have
 AN0250.an estimated accuracy of +/- 6 seconds.
 AN0250
 AN0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0250.The vertical order pertains to the NGVD 29 superseded value.
 AN0250
 AN0250.The geoid height was determined by GEOID03.
 AN0250
 AN0250;                    North         East    Units  Estimated Accuracy
 AN0250;SPC TXSC     - 4,129,380.      887,470.      MT  (+/- 180 meters Scaled)
 AN0250
 AN0250                          SUPERSEDED SURVEY CONTROL
 AN0250
 AN0250  NGVD 29 (??/??/92)   15.725  (m)           51.59   (f) ADJ UNCH    2 0
 AN0250
 AN0250.Superseded values are not recommended for survey control.
 AN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0250.See file dsdata.txt to determine how the superseded data were derived.
 AN0250
 AN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT874080(NAD 83)
 AN0250_MARKER: DB = BENCH MARK DISK
 AN0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0250_STAMPING: U 579 1941
 AN0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0250+STABILITY: SURFACE MOTION
 AN0250
 AN0250  HISTORY     - Date     Condition        Report By
 AN0250  HISTORY     - 1941     MONUMENTED       CGS
 AN0250  HISTORY     - 1943     GOOD             NGS
 AN0250  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0250  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0250
 AN0250                          STATION DESCRIPTION
 AN0250
 AN0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0250'1.0 MI NE FROM MARKHAM.
 AN0250'ABOUT 1.0 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AN0250'THE STATION AT MARKHAM, MATAGORDA COUNTY, AT A ROAD CROSSING, 38.5
 AN0250'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, 32 FEET SOUTHEAST OF
 AN0250'THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN0250'POST, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 AN0250'U 579 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AN0250'FOOT ABOVE GROUND.
 AN0250
 AN0250                          STATION RECOVERY (1991)
 AN0250
 AN0250'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0250'MARK NOT FOUND.
 AN0250
 AN0250                          STATION RECOVERY (1999)
 AN0250
 AN0250'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1733 ***********************************************************************
 BK1733  DESIGNATION -  U 58
 BK1733  PID         -  BK1733
 BK1733  STATE/COUNTY-  TX/ORANGE
 BK1733  USGS QUAD   -  ECHO (1994)
 BK1733
 BK1733                         *CURRENT SURVEY CONTROL
 BK1733  ___________________________________________________________________
 BK1733* NAD 83(1986)-  30 09 10.     (N)    093 42 26.     (W)     SCALED    
 BK1733* NAVD 88     -         4.201  (meters)      13.78   (feet)  ADJUSTED  
 BK1733  ___________________________________________________________________
 BK1733  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1733  DYNAMIC HT  -           4.195 (meters)      13.76  (feet)  COMP
 BK1733  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 BK1733
 BK1733  VERT ORDER  -  FIRST     CLASS I
 BK1733
 BK1733.The horizontal coordinates were scaled from a topographic map and have
 BK1733.an estimated accuracy of +/- 6 seconds.
 BK1733
 BK1733.The orthometric height was determined by differential leveling
 BK1733.and adjusted by the National Geodetic Survey in June 1991..
 BK1733
 BK1733.The geoid height was determined by GEOID03.
 BK1733
 BK1733.The dynamic height is computed by dividing the NAVD 88
 BK1733.geopotential number by the normal gravity value computed on the
 BK1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1733.degrees latitude (g = 980.6199 gals.).
 BK1733
 BK1733.The modeled gravity was interpolated from observed gravity values.
 BK1733
 BK1733;                    North         East    Units  Estimated Accuracy
 BK1733;SPC TX C     - 3,072,900.    1,337,960.      MT  (+/- 180 meters Scaled)
 BK1733
 BK1733                          SUPERSEDED SURVEY CONTROL
 BK1733
 BK1733  NGVD 29 (??/??/??)    4.160  (m)           13.65   (f) ADJUSTED    1 1
 BK1733
 BK1733.Superseded values are not recommended for survey control.
 BK1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1733.See file dsdata.txt to determine how the superseded data were derived.
 BK1733
 BK1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP318359(NAD 83)
 BK1733_MARKER: DB = BENCH MARK DISK
 BK1733_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK1733_SP_SET: BRIDGE ABUTMENT
 BK1733_STAMPING: U 58 1918 ELEV 14.442 FT
 BK1733_MARK LOGO: CGS   
 BK1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1733
 BK1733  HISTORY     - Date     Condition        Report By
 BK1733  HISTORY     - 1918     MONUMENTED       CGS
 BK1733  HISTORY     - 1972     GOOD             NGS
 BK1733  HISTORY     - 1981     GOOD             NGS
 BK1733  HISTORY     - 1986     GOOD             NGS
 BK1733  HISTORY     - 19880924 POOR             USPSQD
 BK1733  HISTORY     - 1989     GOOD             USPSQD
 BK1733  HISTORY     - 19960427 GOOD             USPSQD
 BK1733  HISTORY     - 20010401 GOOD             USPSQD
 BK1733  HISTORY     - 20020727 GOOD             USPSQD
 BK1733  HISTORY     - 20040228 GOOD             USPSQD
 BK1733
 BK1733                          STATION DESCRIPTION
 BK1733
 BK1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1733'0.65 MI E FROM ECHO.
 BK1733'ABOUT 0.65 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1733'ALPHA PORTLAND CEMENT PLANT AT ECHO, ABOUT 8.35 MILES WEST ALONG THE
 BK1733'RAILROAD FROM THE MUNICIPAL BUILDING AT VINTON, LOUISIANA, AT THE WEST
 BK1733'END OF THE STEEL GIRDER RAILROAD BRIDGE OVER SABINE RIVER, 8 FEET
 BK1733'SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE WEST
 BK1733'STONE ABUTMENT AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK. ABOUT
 BK1733'1.05 MILES WEST OF BENCH MARK B 161 1955, IN THE STATE OF LOUISIANA.
 BK1733
 BK1733                          STATION RECOVERY (1981)
 BK1733
 BK1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1733'RECOVERED IN GOOD CONDITION.
 BK1733
 BK1733                          STATION RECOVERY (1986)
 BK1733
 BK1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1733'RECOVERED IN GOOD CONDITION.
 BK1733
 BK1733                          STATION RECOVERY (1988)
 BK1733
 BK1733'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1733'MARK RECOVERED IN POOR CONDITION.
 BK1733
 BK1733                          STATION RECOVERY (1989)
 BK1733
 BK1733'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1733'RECOVERED IN GOOD CONDITION.
 BK1733
 BK1733                          STATION RECOVERY (1996)
 BK1733
 BK1733'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1733'RECOVERED IN GOOD CONDITION.
 BK1733
 BK1733                          STATION RECOVERY (2001)
 BK1733
 BK1733'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1733'RECOVERED IN GOOD CONDITION.
 BK1733
 BK1733                          STATION RECOVERY (2002)
 BK1733
 BK1733'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1733'RECOVERED IN GOOD CONDITION.
 BK1733
 BK1733                          STATION RECOVERY (2004)
 BK1733
 BK1733'RECOVERY NOTE BY US POWER SQUADRON 2004 (MCK)
 BK1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0439 ***********************************************************************
 AN0439  DESIGNATION -  U 580 RESET 1961
 AN0439  PID         -  AN0439
 AN0439  STATE/COUNTY-  TX/CALHOUN
 AN0439  USGS QUAD   -  SEADRIFT (1973)
 AN0439
 AN0439                         *CURRENT SURVEY CONTROL
 AN0439  ___________________________________________________________________
 AN0439* NAD 83(1986)-  28 26 48.     (N)    096 42 54.     (W)     SCALED    
 AN0439* NAVD 88     -         4.02   (+/-2cm)      13.2    (feet)  VERTCON   
 AN0439  ___________________________________________________________________
 AN0439  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN0439
 AN0439  VERT ORDER  -  THIRD (See Below)
 AN0439
 AN0439.The horizontal coordinates were scaled from a topographic map and have
 AN0439.an estimated accuracy of +/- 6 seconds.
 AN0439
 AN0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0439.The vertical order pertains to the NGVD 29 superseded value.
 AN0439
 AN0439.The geoid height was determined by GEOID03.
 AN0439
 AN0439;                    North         East    Units  Estimated Accuracy
 AN0439;SPC TXSC     - 4,070,160.      823,810.      MT  (+/- 180 meters Scaled)
 AN0439
 AN0439                          SUPERSEDED SURVEY CONTROL
 AN0439
 AN0439  NGVD 29 (01/29/03)    4.14   (m)           13.6    (f) RESET       3  
 AN0439
 AN0439.Superseded values are not recommended for survey control.
 AN0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0439.See file dsdata.txt to determine how the superseded data were derived.
 AN0439
 AN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS237488(NAD 83)
 AN0439_MARKER: DD = SURVEY DISK
 AN0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0439_SP_SET: CULVERT
 AN0439_STAMPING: U 580 RESET 1961
 AN0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0439
 AN0439  HISTORY     - Date     Condition        Report By
 AN0439  HISTORY     - 1961     MONUMENTED       TXHD
 AN0439  HISTORY     - 1988     GOOD             USPSQD
 AN0439  HISTORY     - 1990     GOOD             USPSQD
 AN0439  HISTORY     - 19920809 GOOD             USPSQD
 AN0439
 AN0439                          STATION DESCRIPTION
 AN0439
 AN0439'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN0439'3.1 MI N FROM SEADRIFT.
 AN0439'2.2 MILES NORTH ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS,
 AN0439'BROWNSVILLE AND MEXICO RAILWAY STATION AT SEADRIFT, THENCE 0.9 MILE
 AN0439'EAST ALONG STATE HIGHWAY 238.  AT A 2-10- BY 8- BY 50-FOOT CONCRETE
 AN0439'BOX CULVERT, AND SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD
 AN0439'WALL, 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT THE
 AN0439'SAME ELEVATION AS THE HIGHWAY.
 AN0439
 AN0439                          STATION RECOVERY (1988)
 AN0439
 AN0439'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0439'RECOVERED IN GOOD CONDITION.
 AN0439
 AN0439                          STATION RECOVERY (1990)
 AN0439
 AN0439'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0439'RECOVERED IN GOOD CONDITION.
 AN0439
 AN0439                          STATION RECOVERY (1992)
 AN0439
 AN0439'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0171 ***********************************************************************
 AM0171  DESIGNATION -  U 581
 AM0171  PID         -  AM0171
 AM0171  STATE/COUNTY-  TX/MATAGORDA
 AM0171  USGS QUAD   -  WADSWORTH (1972)
 AM0171
 AM0171                         *CURRENT SURVEY CONTROL
 AM0171  ___________________________________________________________________
 AM0171* NAD 83(1986)-  28 45 49.     (N)    095 57 52.     (W)     SCALED    
 AM0171* NAVD 88     -         5.82   (+/-2cm)      19.1    (feet)  VERTCON   
 AM0171  ___________________________________________________________________
 AM0171  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AM0171
 AM0171  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0171
 AM0171.The horizontal coordinates were scaled from a topographic map and have
 AM0171.an estimated accuracy of +/- 6 seconds.
 AM0171
 AM0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0171.The vertical order pertains to the NGVD 29 superseded value.
 AM0171
 AM0171.The geoid height was determined by GEOID03.
 AM0171
 AM0171;                    North         East    Units  Estimated Accuracy
 AM0171;SPC TXSC     - 4,106,950.      896,390.      MT  (+/- 180 meters Scaled)
 AM0171
 AM0171                          SUPERSEDED SURVEY CONTROL
 AM0171
 AM0171  NGVD 29 (??/??/92)    5.874  (m)           19.27   (f) ADJ UNCH    1 2
 AM0171
 AM0171.Superseded values are not recommended for survey control.
 AM0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0171.See file dsdata.txt to determine how the superseded data were derived.
 AM0171
 AM0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM105854(NAD 83)
 AM0171_MARKER: DB = BENCH MARK DISK
 AM0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0171_STAMPING: U 581 1941
 AM0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0171+STABILITY: SURFACE MOTION
 AM0171
 AM0171  HISTORY     - Date     Condition        Report By
 AM0171  HISTORY     - 1941     MONUMENTED       CGS
 AM0171  HISTORY     - 1951     GOOD             NGS
 AM0171  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0171
 AM0171                          STATION DESCRIPTION
 AM0171
 AM0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0171'7.5 MI SW FROM WADSWORTH.
 AM0171'5.5 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0171'THE STATION AT WADSWORTH, THENCE 0.8 MILE WEST ALONG AN OILED ROAD,
 AM0171'THENCE 1.2 MILES WEST ALONG A SHELL ROAD, 0.1 MILE EAST OF A PRIVATE
 AM0171'ROAD LEADING SOUTH, 50 FEET NORTH OF THE CENTER LINE OF THE SHELL
 AM0171'ROAD, 90 FEET EAST OF A TELEPHONE POLE, 4.8 FEET NORTH OF A FENCE, 3
 AM0171'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AM0171'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AM0171
 AM0171                          STATION RECOVERY (2006)
 AM0171
 AM0171'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0171'COULD NOT FIND THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0291 ***********************************************************************
 AN0291  DESIGNATION -  U 582
 AN0291  PID         -  AN0291
 AN0291  STATE/COUNTY-  TX/MATAGORDA
 AN0291  USGS QUAD   -  PALACIOS (1995)
 AN0291
 AN0291                         *CURRENT SURVEY CONTROL
 AN0291  ___________________________________________________________________
 AN0291* NAD 83(1986)-  28 37 33.     (N)    096 12 26.     (W)     SCALED    
 AN0291* NAVD 88     -         1.65   (+/-2cm)       5.4    (feet)  VERTCON   
 AN0291  ___________________________________________________________________
 AN0291  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN0291
 AN0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0291
 AN0291.The horizontal coordinates were scaled from a topographic map and have
 AN0291.an estimated accuracy of +/- 6 seconds.
 AN0291
 AN0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0291.The vertical order pertains to the NGVD 29 superseded value.
 AN0291
 AN0291.The geoid height was determined by GEOID03.
 AN0291
 AN0291;                    North         East    Units  Estimated Accuracy
 AN0291;SPC TXSC     - 4,091,090.      873,060.      MT  (+/- 180 meters Scaled)
 AN0291
 AN0291                          SUPERSEDED SURVEY CONTROL
 AN0291
 AN0291  NGVD 29 (??/??/92)    1.722  (m)            5.65   (f) ADJ UNCH    2 0
 AN0291
 AN0291.Superseded values are not recommended for survey control.
 AN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0291.See file dsdata.txt to determine how the superseded data were derived.
 AN0291
 AN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS730697(NAD 83)
 AN0291_MARKER: DB = BENCH MARK DISK
 AN0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0291_STAMPING: U 582 1941
 AN0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0291+STABILITY: SURFACE MOTION
 AN0291
 AN0291  HISTORY     - Date     Condition        Report By
 AN0291  HISTORY     - 1941     MONUMENTED       CGS
 AN0291
 AN0291                          STATION DESCRIPTION
 AN0291
 AN0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0291'8.2 MI S FROM COLLEGEPORT.
 AN0291'8.2 MILES SOUTH OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH MARK MAY
 AN0291'BE REACHED FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A PAVED COUNTY
 AN0291'ROAD, THENCE 7.6 MILES SOUTH ALONG THE OYSTER LAKE ROAD.  IT IS 0.8
 AN0291'MILE NORTHEAST OF THE OYSTER LAKE BOATHOUSE, 48 FEET SOUTHWEST OF THE
 AN0291'CENTER LINE OF THE ROAD, 12 FEET NORTH OF A LOW DIKE IN A FIELD, 4
 AN0291'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 0.8 FOOT NORTHEAST OF A
 AN0291'FENCE LINE, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 AN0291'STAMPED U 582 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0291'0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0214 ***********************************************************************
 AN0214  DESIGNATION -  U 583
 AN0214  PID         -  AN0214
 AN0214  STATE/COUNTY-  TX/MATAGORDA
 AN0214  USGS QUAD   -  PALACIOS (1995)
 AN0214
 AN0214                         *CURRENT SURVEY CONTROL
 AN0214  ___________________________________________________________________
 AN0214* NAD 83(1986)-  28 43 35.     (N)    096 12 36.     (W)     SCALED    
 AN0214* NAVD 88     -         3.28   (+/-2cm)      10.8    (feet)  VERTCON   
 AN0214  ___________________________________________________________________
 AN0214  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN0214
 AN0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0214
 AN0214.The horizontal coordinates were scaled from a topographic map and have
 AN0214.an estimated accuracy of +/- 6 seconds.
 AN0214
 AN0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0214.The vertical order pertains to the NGVD 29 superseded value.
 AN0214
 AN0214.The geoid height was determined by GEOID03.
 AN0214
 AN0214;                    North         East    Units  Estimated Accuracy
 AN0214;SPC TXSC     - 4,102,230.      872,520.      MT  (+/- 180 meters Scaled)
 AN0214
 AN0214                          SUPERSEDED SURVEY CONTROL
 AN0214
 AN0214  NGVD 29 (??/??/92)    3.343  (m)           10.97   (f) ADJ UNCH    2 0
 AN0214
 AN0214.Superseded values are not recommended for survey control.
 AN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0214.See file dsdata.txt to determine how the superseded data were derived.
 AN0214
 AN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS725808(NAD 83)
 AN0214_MARKER: DB = BENCH MARK DISK
 AN0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0214_SP_SET: CULVERT
 AN0214_STAMPING: U 583 1941
 AN0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0214
 AN0214  HISTORY     - Date     Condition        Report By
 AN0214  HISTORY     - 1941     MONUMENTED       CGS
 AN0214  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0214
 AN0214                          STATION DESCRIPTION
 AN0214
 AN0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0214'2.0 MI NE FROM PALACIOS.
 AN0214'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0214'ORLEANS RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, 0.1 MILE SOUTH
 AN0214'OF A ROAD INTERSECTION, AT THE EAST END OF A 3- BY 3-FOOT CONCRETE
 AN0214'CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE SOUTH WING WALL. A
 AN0214'STANDARD DISK, STAMPED U 583 1941.
 AN0214
 AN0214                          STATION RECOVERY (1991)
 AN0214
 AN0214'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0124 ***********************************************************************
 AN0124  DESIGNATION -  U 584
 AN0124  PID         -  AN0124
 AN0124  STATE/COUNTY-  TX/JACKSON
 AN0124  USGS QUAD   -  FRANCITAS (1995)
 AN0124
 AN0124                         *CURRENT SURVEY CONTROL
 AN0124  ___________________________________________________________________
 AN0124* NAD 83(1986)-  28 48 34.     (N)    096 20 31.     (W)     SCALED    
 AN0124* NAVD 88     -         7.46   (+/-2cm)      24.5    (feet)  VERTCON   
 AN0124  ___________________________________________________________________
 AN0124  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN0124
 AN0124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0124
 AN0124.The horizontal coordinates were scaled from a topographic map and have
 AN0124.an estimated accuracy of +/- 6 seconds.
 AN0124
 AN0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0124.The vertical order pertains to the NGVD 29 superseded value.
 AN0124
 AN0124.The geoid height was determined by GEOID03.
 AN0124
 AN0124;                    North         East    Units  Estimated Accuracy
 AN0124;SPC TXSC     - 4,111,130.      859,430.      MT  (+/- 180 meters Scaled)
 AN0124
 AN0124                          SUPERSEDED SURVEY CONTROL
 AN0124
 AN0124  NGVD 29 (??/??/92)    7.526  (m)           24.69   (f) ADJ UNCH    2 0
 AN0124
 AN0124.Superseded values are not recommended for survey control.
 AN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0124.See file dsdata.txt to determine how the superseded data were derived.
 AN0124
 AN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS594897(NAD 83)
 AN0124_MARKER: DB = BENCH MARK DISK
 AN0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0124_STAMPING: U 584 1941
 AN0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0124+STABILITY: SURFACE MOTION
 AN0124
 AN0124  HISTORY     - Date     Condition        Report By
 AN0124  HISTORY     - 1941     MONUMENTED       CGS
 AN0124  HISTORY     - 1960     MARK NOT FOUND   NGS
 AN0124  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0124
 AN0124                          STATION DESCRIPTION
 AN0124
 AN0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AN0124'4.5 MI SW FROM FRANCITAS.
 AN0124'4.0 MILES SOUTHWEST ALONG A SHELL ROAD FROM THE ST. LOUIS, BROWNSVILLE
 AN0124'AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY, 115 YARDS
 AN0124'NORTHEAST OF A WOODEN BRIDGE AND THE T-JUNCTION OF A ROAD LEADING
 AN0124'SOUTHWEST, 31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, OPPOSITE
 AN0124'A FENCE CORNER IN A CLUMP OF TREES ACROSS THE ROAD, 1 FOOT NORTHWEST
 AN0124'OF THE FENCE, 4 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 AN0124'WITH THE ROAD.  A STANDARD DISK, STAMPED U 584 1941 AND SET IN THE TOP
 AN0124'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND. NOTE-- THE BROKEN
 AN0124'POST WAS FOUND AT THE SITE OF THE MARK AS DESCRIBED. THE MILEAGE TO
 AN0124'THE STATION DID NOT CHECK BUT THE LOCAL REFERENCES WERE CORRECT.
 AN0124
 AN0124                          STATION RECOVERY (1978)
 AN0124
 AN0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0124'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0262 ***********************************************************************
 AM0262  DESIGNATION -  U 585
 AM0262  PID         -  AM0262
 AM0262  STATE/COUNTY-  TX/BRAZORIA
 AM0262  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0262
 AM0262                         *CURRENT SURVEY CONTROL
 AM0262  ___________________________________________________________________
 AM0262* NAD 83(1986)-  28 59 08.     (N)    095 30 58.     (W)     SCALED    
 AM0262* NAVD 88     -         7.79   (+/-2cm)      25.6    (feet)  VERTCON   
 AM0262  ___________________________________________________________________
 AM0262  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AM0262
 AM0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0262
 AM0262.The horizontal coordinates were scaled from a topographic map and have
 AM0262.an estimated accuracy of +/- 6 seconds.
 AM0262
 AM0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0262.The vertical order pertains to the NGVD 29 superseded value.
 AM0262
 AM0262.The geoid height was determined by GEOID03.
 AM0262
 AM0262;                    North         East    Units  Estimated Accuracy
 AM0262;SPC TXSC     - 4,132,750.      939,420.      MT  (+/- 180 meters Scaled)
 AM0262
 AM0262                          SUPERSEDED SURVEY CONTROL
 AM0262
 AM0262  NGVD 29 (??/??/92)    7.808  (m)           25.62   (f) ADJ UNCH    2 0
 AM0262
 AM0262.Superseded values are not recommended for survey control.
 AM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0262.See file dsdata.txt to determine how the superseded data were derived.
 AM0262
 AM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN548089(NAD 83)
 AM0262_MARKER: DB = BENCH MARK DISK
 AM0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0262_SP_SET: CULVERT
 AM0262_STAMPING: U 585 1941
 AM0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0262
 AM0262  HISTORY     - Date     Condition        Report By
 AM0262  HISTORY     - 1941     MONUMENTED       CGS
 AM0262  HISTORY     - 1943     GOOD             NGS
 AM0262  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0262  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0262  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0262
 AM0262                          STATION DESCRIPTION
 AM0262
 AM0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0262'5.4 MI SE FROM BRAZORIA.
 AM0262'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE MISSOURI PACIFIC
 AM0262'RAILROAD STATION AT BRAZORIA, AT CLEMENS STATE (PRISON) FARM, 0.5 MILE
 AM0262'SOUTHEAST OF THE JUNCTION OF THE DRIVEWAY TO THE FARM HEADQUARTERS,
 AM0262'120 FEET WEST OF A CATTLE GUARD ACROSS THE HIGHWAY, AT THE JUNCTION OF
 AM0262'A SHELL ROAD LEADING SOUTHWEST TO CHURCHILL BRIDGE OVER SAN BERNARD
 AM0262'RIVER, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 AM0262'SOUTHEAST OF THE CENTERLINE OF THE ROAD, AT A CONCRETE-BOX CULVERT
 AM0262'UNDER THE ROAD, IN THE TOP OF THE SOUTHEAST HEADWALL, AND LEVEL WITH
 AM0262'THE HIGHWAY.  A STANDARD DISK, STAMPED U 585 1941.
 AM0262
 AM0262                          STATION RECOVERY (1978)
 AM0262
 AM0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0262'NOT RECOVERED THIS DATE.
 AM0262
 AM0262                          STATION RECOVERY (1978)
 AM0262
 AM0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0262'NOT RECOVERED THIS DATE.
 AM0262
 AM0262                          STATION RECOVERY (1994)
 AM0262
 AM0262'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0050 ***********************************************************************
 AM0050  DESIGNATION -  U 586 RESET 1961
 AM0050  PID         -  AM0050
 AM0050  STATE/COUNTY-  TX/BRAZORIA
 AM0050  USGS QUAD   -  JONES CREEK (1974)
 AM0050
 AM0050                         *CURRENT SURVEY CONTROL
 AM0050  ___________________________________________________________________
 AM0050* NAD 83(1986)-  28 58 08.     (N)    095 26 27.     (W)     SCALED    
 AM0050* NAVD 88     -         4.34   (+/-2cm)      14.2    (feet)  VERTCON   
 AM0050  ___________________________________________________________________
 AM0050  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0050
 AM0050  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0050
 AM0050.The horizontal coordinates were scaled from a topographic map and have
 AM0050.an estimated accuracy of +/- 6 seconds.
 AM0050
 AM0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0050.The vertical order pertains to the NGVD 29 superseded value.
 AM0050
 AM0050.The geoid height was determined by GEOID03.
 AM0050
 AM0050;                    North         East    Units  Estimated Accuracy
 AM0050;SPC TXSC     - 4,131,130.      946,810.      MT  (+/- 180 meters Scaled)
 AM0050
 AM0050                          SUPERSEDED SURVEY CONTROL
 AM0050
 AM0050  NGVD 29 (??/??/92)    4.360  (m)           14.30   (f) ADJ UNCH    1 1
 AM0050
 AM0050.Superseded values are not recommended for survey control.
 AM0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0050.See file dsdata.txt to determine how the superseded data were derived.
 AM0050
 AM0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN621069(NAD 83)
 AM0050_MARKER: DB = BENCH MARK DISK
 AM0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0050_SP_SET: BRIDGE CURB
 AM0050_STAMPING: U 586 RESET 1961
 AM0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0050
 AM0050  HISTORY     - Date     Condition        Report By
 AM0050  HISTORY     - 1961     MONUMENTED       TXHD
 AM0050  HISTORY     - 1962     GOOD             NGS
 AM0050  HISTORY     - 1977     GOOD             NGS
 AM0050  HISTORY     - 1978     GOOD             NGS
 AM0050  HISTORY     - 1984     GOOD             USPSQD
 AM0050  HISTORY     - 1987     GOOD             USPSQD
 AM0050  HISTORY     - 19940416 GOOD             USPSQD
 AM0050  HISTORY     - 20010428 GOOD             USPSQD
 AM0050
 AM0050                          STATION DESCRIPTION
 AM0050
 AM0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AM0050'5.7 MI NW FROM FREEPORT.
 AM0050'TO REACH FROM THE FREEPORT CITY WATER TANK-- PROCEED 5.7 MILES
 AM0050'NORTHWESTERLY ALONG STATE HIGHWAY NO. 36 TO THE SITE OF BENCH MARK.
 AM0050'BENCH MARK IS ABOUT 3.7 MILES NORTHWEST OF HIGHWAY DRAW BRIDGE OVER
 AM0050'BRAZOS RIVER, ABOUT 1.0 MILE NORTHWEST OF A ROADSIDE PARK AND SET
 AM0050'HORIZONTALLY IN THE SOUTH END OF THE SOUTHWEST CURB OF HIGHWAY BRIDGE
 AM0050'OVER RED FISH SLOUGH.  IT IS 26.5 FEET SOUTH OF AND ABOUT 0.6 FOOT
 AM0050'ABOVE THE CENTERLINE OF THE HIGHWAY.  BENCH MARK IS SET 3.0 FEET FROM
 AM0050'END OF CURB.
 AM0050
 AM0050                          STATION RECOVERY (1977)
 AM0050
 AM0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0050'RECOVERED IN GOOD CONDITION.
 AM0050
 AM0050                          STATION RECOVERY (1978)
 AM0050
 AM0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0050'RECOVERED IN GOOD CONDITION.
 AM0050
 AM0050                          STATION RECOVERY (1984)
 AM0050
 AM0050'RECOVERY NOTE BY US POWER SQUADRON 1984
 AM0050'RECOVERED IN GOOD CONDITION.
 AM0050
 AM0050                          STATION RECOVERY (1987)
 AM0050
 AM0050'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AM0050'RECOVERED IN GOOD CONDITION.
 AM0050
 AM0050                          STATION RECOVERY (1994)
 AM0050
 AM0050'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0050'RECOVERED IN GOOD CONDITION.
 AM0050
 AM0050                          STATION RECOVERY (2001)
 AM0050
 AM0050'RECOVERY NOTE BY US POWER SQUADRON 2001
 AM0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0315 ***********************************************************************
 AH0315  DESIGNATION -  U 587
 AH0315  PID         -  AH0315
 AH0315  STATE/COUNTY-  TX/SAN PATRICIO
 AH0315  USGS QUAD   -  TAFT (1975)
 AH0315
 AH0315                         *CURRENT SURVEY CONTROL
 AH0315  ___________________________________________________________________
 AH0315* NAD 83(1986)-  27 53 17.     (N)    097 23 35.     (W)     SCALED    
 AH0315* NAVD 88     -        13.75   (+/-2cm)      45.1    (feet)  VERTCON   
 AH0315  ___________________________________________________________________
 AH0315  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH0315
 AH0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0315
 AH0315.The horizontal coordinates were scaled from a topographic map and have
 AH0315.an estimated accuracy of +/- 6 seconds.
 AH0315
 AH0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0315.The vertical order pertains to the NGVD 29 superseded value.
 AH0315
 AH0315.The geoid height was determined by GEOID03.
 AH0315
 AH0315;                    North         East    Units  Estimated Accuracy
 AH0315;SPC TX S     - 5,246,600.      408,990.      MT  (+/- 180 meters Scaled)
 AH0315
 AH0315                          SUPERSEDED SURVEY CONTROL
 AH0315
 AH0315  NGVD 29 (??/??/92)   13.944  (m)           45.75   (f) ADJ UNCH    2 0
 AH0315
 AH0315.Superseded values are not recommended for survey control.
 AH0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0315.See file dsdata.txt to determine how the superseded data were derived.
 AH0315
 AH0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR581858(NAD 83)
 AH0315_MARKER: DB = BENCH MARK DISK
 AH0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0315_STAMPING: U 587 1942
 AH0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0315+STABILITY: SURFACE MOTION
 AH0315
 AH0315  HISTORY     - Date     Condition        Report By
 AH0315  HISTORY     - 1942     MONUMENTED       CGS
 AH0315  HISTORY     - 1949     GOOD             NGS
 AH0315  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0315
 AH0315                          STATION DESCRIPTION
 AH0315
 AH0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0315'4.9 MI W FROM PORTLAND.
 AH0315'TO REACH FROM THE POST OFFICE AT PORTLAND-- PROCEED 4.9 MILES WESTERLY
 AH0315'ALONG OILED ROAD TOWARDS WHITE POINT TO THE SITE OF THE BENCH MARK.
 AH0315'BENCH MARK IS 53.0 FEET NORTHEAST OF INTERSECTION OF CROSSROAD, 45.0
 AH0315'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AH0315'ROAD.  IT IS 28.0 FEET EAST OF THE CENTERLINE OF SIDE ROAD, 3.0 FEET
 AH0315'NORTHWEST OF POWER LINE POLE THAT CARRYS LEAD WIRES TO HOUSE AND 41.0
 AH0315'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE. IT IS AT CROSSING OF
 AH0315'HIGH POWER LINE RUNNING NORTHEAST AND SOUTHWEST, 3.0 FEET NORTH OF A
 AH0315'4X4-INCH WOODEN MARKER POST AND 2.0 FEET WEST OF SMALL HEDGE FENCE.
 AH0315'THE MONUMENT PROJECTS 0.4 FOOT.
 AH0315
 AH0315                          STATION RECOVERY (1949)
 AH0315
 AH0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0315'RECOVERED IN GOOD CONDITION.
 AH0315
 AH0315                          STATION RECOVERY (1996)
 AH0315
 AH0315'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0771 ***********************************************************************
 AH0771  DESIGNATION -  U 588
 AH0771  PID         -  AH0771
 AH0771  STATE/COUNTY-  TX/NUECES
 AH0771  USGS QUAD   -  ODEM (1975)
 AH0771
 AH0771                         *CURRENT SURVEY CONTROL
 AH0771  ___________________________________________________________________
 AH0771* NAD 83(1986)-  27 52 59.     (N)    097 34 00.     (W)     SCALED    
 AH0771* NAVD 88     -         1.64   (+/-2cm)       5.4    (feet)  VERTCON   
 AH0771  ___________________________________________________________________
 AH0771  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AH0771
 AH0771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0771
 AH0771.The horizontal coordinates were scaled from a topographic map and have
 AH0771.an estimated accuracy of +/- 6 seconds.
 AH0771
 AH0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0771.The vertical order pertains to the NGVD 29 superseded value.
 AH0771
 AH0771.The geoid height was determined by GEOID03.
 AH0771
 AH0771;                    North         East    Units  Estimated Accuracy
 AH0771;SPC TX S     - 5,245,910.      391,900.      MT  (+/- 180 meters Scaled)
 AH0771
 AH0771                          SUPERSEDED SURVEY CONTROL
 AH0771
 AH0771  NGVD 29 (??/??/92)    1.800  (m)            5.91   (f) ADJ UNCH    2 0
 AH0771
 AH0771.Superseded values are not recommended for survey control.
 AH0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0771.See file dsdata.txt to determine how the superseded data were derived.
 AH0771
 AH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR410850(NAD 83)
 AH0771_MARKER: DB = BENCH MARK DISK
 AH0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0771_SP_SET: CONCRETE POST
 AH0771_STAMPING: U 588 1942
 AH0771_MARK LOGO: CGS   
 AH0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0771+STABILITY: SURFACE MOTION
 AH0771
 AH0771  HISTORY     - Date     Condition        Report By
 AH0771  HISTORY     - 1942     MONUMENTED       CGS
 AH0771  HISTORY     - 1949     GOOD             NGS
 AH0771  HISTORY     - 19930316 GOOD             BOR
 AH0771
 AH0771                          STATION DESCRIPTION
 AH0771
 AH0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0771'4.9 MI S FROM ODEM.
 AH0771'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ODEM-- PROCEED
 AH0771'4.9 MILES SOUTHEASTERLY ALONG MISSOURI PACIFIC RAILROAD BRANCH LINE
 AH0771'(S.A.U. AND G.) TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 320.0 FEET
 AH0771'SOUTHEAST OF STOCK-CROSSING, 8.6 FEET EAST OF MILE POLE NO.137 AND
 AH0771'48.4 FEET NORTHEAST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE
 AH0771'TRACKS.  IT IS 4.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0
 AH0771'FOOT SOUTHWEST OF RIGHT-OF-WAY FENCE, THE MONUMENT PROJECTS 0.5 FOOT.
 AH0771
 AH0771                          STATION RECOVERY (1949)
 AH0771
 AH0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0771'RECOVERED IN GOOD CONDITION.
 AH0771
 AH0771                          STATION RECOVERY (1993)
 AH0771
 AH0771'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1993
 AH0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0353 ***********************************************************************
 AE0353  DESIGNATION -  U 59
 AE0353  PID         -  AE0353
 AE0353  STATE/COUNTY-  TX/HIDALGO
 AE0353  USGS QUAD   -  PHARR (1983)
 AE0353
 AE0353                         *CURRENT SURVEY CONTROL
 AE0353  ___________________________________________________________________
 AE0353* NAD 83(1986)-  26 12 15.     (N)    098 14 07.     (W)     SCALED    
 AE0353* NAVD 88     -        37.617  (meters)     123.42   (feet)  ADJUSTED  
 AE0353  ___________________________________________________________________
 AE0353  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE0353  DYNAMIC HT  -          37.555 (meters)     123.21  (feet)  COMP
 AE0353  MODELED GRAV-     978,993.7   (mgal)                       NAVD 88
 AE0353
 AE0353  VERT ORDER  -  FIRST     CLASS II
 AE0353
 AE0353.The horizontal coordinates were scaled from a topographic map and have
 AE0353.an estimated accuracy of +/- 6 seconds.
 AE0353
 AE0353.The orthometric height was determined by differential leveling
 AE0353.and adjusted by the National Geodetic Survey in June 1991..
 AE0353.WARNING-Repeat measurements at this control monument indicate possible
 AE0353.vertical movement.
 AE0353
 AE0353.The geoid height was determined by GEOID03.
 AE0353
 AE0353.The dynamic height is computed by dividing the NAVD 88
 AE0353.geopotential number by the normal gravity value computed on the
 AE0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0353.degrees latitude (g = 980.6199 gals.).
 AE0353
 AE0353.The modeled gravity was interpolated from observed gravity values.
 AE0353
 AE0353;                    North         East    Units  Estimated Accuracy
 AE0353;SPC TX S     - 5,059,580.      326,460.      MT  (+/- 180 meters Scaled)
 AE0353
 AE0353                          SUPERSEDED SURVEY CONTROL
 AE0353
 AE0353  NGVD 29 (??/??/92)   37.741  (m)          123.82   (f) ADJ UNCH    1 2
 AE0353
 AE0353.Superseded values are not recommended for survey control.
 AE0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0353.See file dsdata.txt to determine how the superseded data were derived.
 AE0353
 AE0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP764985(NAD 83)
 AE0353_MARKER: DB = BENCH MARK DISK
 AE0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0353_SP_SET: BUILDING
 AE0353_STAMPING: U 59 1918 123.589
 AE0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0353
 AE0353  HISTORY     - Date     Condition        Report By
 AE0353  HISTORY     - 1918     MONUMENTED       CGS
 AE0353  HISTORY     - 1943     GOOD             NGS
 AE0353
 AE0353                          STATION DESCRIPTION
 AE0353
 AE0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0353'IN MCALLEN.
 AE0353'BENCH MARK IS SET VERTICALLY IN THE NORTH WALL OF A RED BRICK BUILDING
 AE0353'OCCUPIED BY THE J. EDELSTEIN FURNITURE COMPANY IN 1943, 32.4 FEET
 AE0353'NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 83, 2.9 FEET ABOVE THE
 AE0353'CONCRETE SIDEWALK AND 1.1 FEET EAST OF THE NORTHWEST CORNER OF THE
 AE0353'BUILDING.  A DISK SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0354 ***********************************************************************
 AE0354  DESIGNATION -  U 59 RESET
 AE0354  PID         -  AE0354
 AE0354  STATE/COUNTY-  TX/HIDALGO
 AE0354  USGS QUAD   -  PHARR (1983)
 AE0354
 AE0354                         *CURRENT SURVEY CONTROL
 AE0354  ___________________________________________________________________
 AE0354* NAD 83(1986)-  26 12 15.     (N)    098 14 07.     (W)     SCALED    
 AE0354* NAVD 88     -        37.541  (meters)     123.17   (feet)  ADJUSTED  
 AE0354  ___________________________________________________________________
 AE0354  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE0354  DYNAMIC HT  -          37.479 (meters)     122.96  (feet)  COMP
 AE0354  MODELED GRAV-     978,993.7   (mgal)                       NAVD 88
 AE0354
 AE0354  VERT ORDER  -  FIRST     CLASS II
 AE0354
 AE0354.The horizontal coordinates were scaled from a topographic map and have
 AE0354.an estimated accuracy of +/- 6 seconds.
 AE0354
 AE0354.The orthometric height was determined by differential leveling
 AE0354.and adjusted by the National Geodetic Survey in June 1991..
 AE0354
 AE0354.The geoid height was determined by GEOID03.
 AE0354
 AE0354.The dynamic height is computed by dividing the NAVD 88
 AE0354.geopotential number by the normal gravity value computed on the
 AE0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0354.degrees latitude (g = 980.6199 gals.).
 AE0354
 AE0354.The modeled gravity was interpolated from observed gravity values.
 AE0354
 AE0354;                    North         East    Units  Estimated Accuracy
 AE0354;SPC TX S     - 5,059,580.      326,460.      MT  (+/- 180 meters Scaled)
 AE0354
 AE0354                          SUPERSEDED SURVEY CONTROL
 AE0354
 AE0354.No superseded survey control is available for this station.
 AE0354
 AE0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP764985(NAD 83)
 AE0354_MARKER: DB = BENCH MARK DISK
 AE0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0354_SP_SET: BUILDING WALL
 AE0354_STAMPING: U 59 RESET 1949
 AE0354_MARK LOGO: CGS   
 AE0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE0354+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 AE0354
 AE0354  HISTORY     - Date     Condition        Report By
 AE0354  HISTORY     - 1949     MONUMENTED       CGS
 AE0354  HISTORY     - 1970     GOOD             NGS
 AE0354  HISTORY     - 1978     GOOD             NGS
 AE0354  HISTORY     - 1981     GOOD             NGS
 AE0354  HISTORY     - 1987     GOOD             USPSQD
 AE0354  HISTORY     - 1987     GOOD             USPSQD
 AE0354  HISTORY     - 19920409 GOOD             USPSQD
 AE0354  HISTORY     - 20040403 GOOD             USPSQD
 AE0354
 AE0354                          STATION DESCRIPTION
 AE0354
 AE0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AE0354'IN MCALLEN.
 AE0354'AT MCALLEN, HIDALGO COUNTY, ON U.S. HIGHWAY 83, AT THE BUILDING
 AE0354'OCCUPIED IN 1953 BY THE J. EDELSTEIN FURNITURE CO., 32.4 FEET SOUTH OF
 AE0354'THE CENTER LINE OF THE HIGHWAY, IN THE NORTH WALL, 1.1 FEET EAST OF
 AE0354'THE NORTHEAST CORNER, AND 2.9 FEET HIGHER THAN THE SIDEWALK.  A
 AE0354'STANDARD DISK, STAMPED U 59 RESET 1949 AND SET VERTICALLY.
 AE0354
 AE0354                          STATION RECOVERY (1970)
 AE0354
 AE0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AE0354'RECOVERED IN GOOD CONDITION.
 AE0354
 AE0354                          STATION RECOVERY (1978)
 AE0354
 AE0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AE0354'RECOVERED IN GOOD CONDITION.
 AE0354
 AE0354                          STATION RECOVERY (1981)
 AE0354
 AE0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0354'IN MCALLEN SET VERTICALLY IN THE NORTH WALL OF THE J. EDELSTEIN
 AE0354'FURNITURE COMPANY BUILDING AT THE INTERSECTION OF U.S. HIGHWAY 83
 AE0354'BUSINESS AND 15TH STREET, 9.9 METERS (32.4 FT) SOUTH OF THE CENTER OF
 AE0354'THE HIGHWAY, 18.6 METERS (61.0 FT) EAST OF THE CENTER OF 15TH STREET,
 AE0354'9.4 METERS (31.0 FT) EAST OF THE NORTHEAST CORNER OF THE BUILDING.
 AE0354'THE MARK IS 1.0 M ABOVE SIDEWALK.
 AE0354
 AE0354                          STATION RECOVERY (1987)
 AE0354
 AE0354'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0354'RECOVERED IN GOOD CONDITION.
 AE0354
 AE0354                          STATION RECOVERY (1987)
 AE0354
 AE0354'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0354'RECOVERED IN GOOD CONDITION.
 AE0354
 AE0354                          STATION RECOVERY (1992)
 AE0354
 AE0354'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0354'RECOVERED IN GOOD CONDITION.
 AE0354
 AE0354                          STATION RECOVERY (2004)
 AE0354
 AE0354'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 AE0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0414 ***********************************************************************
 AN0414  DESIGNATION -  U 591
 AN0414  PID         -  AN0414
 AN0414  STATE/COUNTY-  TX/CALHOUN
 AN0414  USGS QUAD   -  SEADRIFT (1973)
 AN0414
 AN0414                         *CURRENT SURVEY CONTROL
 AN0414  ___________________________________________________________________
 AN0414* NAD 83(1986)-  28 26 44.     (N)    096 44 00.     (W)     SCALED    
 AN0414* NAVD 88     -         4.56   (+/-2cm)      15.0    (feet)  VERTCON   
 AN0414  ___________________________________________________________________
 AN0414  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN0414
 AN0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0414
 AN0414.The horizontal coordinates were scaled from a topographic map and have
 AN0414.an estimated accuracy of +/- 6 seconds.
 AN0414
 AN0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0414.The vertical order pertains to the NGVD 29 superseded value.
 AN0414
 AN0414.The geoid height was determined by GEOID03.
 AN0414
 AN0414;                    North         East    Units  Estimated Accuracy
 AN0414;SPC TXSC     - 4,070,010.      822,010.      MT  (+/- 180 meters Scaled)
 AN0414
 AN0414                          SUPERSEDED SURVEY CONTROL
 AN0414
 AN0414  NGVD 29 (??/??/92)    4.69   (m)           15.4    (f) COMPUTED    2 0
 AN0414
 AN0414.Superseded values are not recommended for survey control.
 AN0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0414.See file dsdata.txt to determine how the superseded data were derived.
 AN0414
 AN0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS219486(NAD 83)
 AN0414_MARKER: DB = BENCH MARK DISK
 AN0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0414_STAMPING: U 591 1942
 AN0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0414+STABILITY: SURFACE MOTION
 AN0414
 AN0414  HISTORY     - Date     Condition        Report By
 AN0414  HISTORY     - 1942     MONUMENTED       CGS
 AN0414  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0414
 AN0414                          STATION DESCRIPTION
 AN0414
 AN0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0414'2.8 MI NW FROM SEADRIFT.
 AN0414'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS,
 AN0414'BROWNSVILLE AND MEXICO RAILWAY STATION AT SEADRIFT, CLAHOUN COUNTY,
 AN0414'170 FEET SOUTHEAST OF A PRIVATE ROAD CROSSING THE ST. L.B. AND M. RY.,
 AN0414'48 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, OPPOSITE MILEPOST
 AN0414'17, 33 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH
 AN0414'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY. A STANDARD
 AN0414'DISK, STAMPED U 591 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN0414'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0414
 AN0414                          STATION RECOVERY (1998)
 AN0414
 AN0414'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0862 ***********************************************************************
 AN0862  DESIGNATION -  U 592
 AN0862  PID         -  AN0862
 AN0862  STATE/COUNTY-  TX/CALHOUN
 AN0862  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0862
 AN0862                         *CURRENT SURVEY CONTROL
 AN0862  ___________________________________________________________________
 AN0862* NAD 83(1986)-  28 32 42.     (N)    096 32 43.     (W)     SCALED    
 AN0862* NAVD 88     -         2.14   (+/-2cm)       7.0    (feet)  VERTCON   
 AN0862  ___________________________________________________________________
 AN0862  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN0862
 AN0862  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0862
 AN0862.The horizontal coordinates were scaled from a topographic map and have
 AN0862.an estimated accuracy of +/- 6 seconds.
 AN0862
 AN0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0862.The vertical order pertains to the NGVD 29 superseded value.
 AN0862
 AN0862.The geoid height was determined by GEOID03.
 AN0862
 AN0862;                    North         East    Units  Estimated Accuracy
 AN0862;SPC TXSC     - 4,081,400.      840,200.      MT  (+/- 180 meters Scaled)
 AN0862
 AN0862                          SUPERSEDED SURVEY CONTROL
 AN0862
 AN0862  NGVD 29 (??/??/92)    2.256  (m)            7.40   (f) ADJ UNCH    2 0
 AN0862
 AN0862.Superseded values are not recommended for survey control.
 AN0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0862.See file dsdata.txt to determine how the superseded data were derived.
 AN0862
 AN0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS401600(NAD 83)
 AN0862_MARKER: DB = BENCH MARK DISK
 AN0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0862_STAMPING: U 592 1942
 AN0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0862+STABILITY: SURFACE MOTION
 AN0862
 AN0862  HISTORY     - Date     Condition        Report By
 AN0862  HISTORY     - 1942     MONUMENTED       CGS
 AN0862  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0862  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0862
 AN0862                          STATION DESCRIPTION
 AN0862
 AN0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0862'4.4 MI S FROM PORT LAVACA.
 AN0862'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0862'PORT LAVACA, CALHOUN COUNTY, 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0862'316.  200 FEET SOUTHEAST OF THE SOUTHEAST ONE OF TWO CATTLE GUARDS, 59
 AN0862'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A
 AN0862'WHITE WOODEN WITNESS POST, 1 FOOT NORTHEAST OF A FENCE, AND LEVEL WITH
 AN0862'THE HIGHWAY.  A STANDARD DISK, STAMPED U 592 1942 AND SET IN THE TOP
 AN0862'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0862
 AN0862                          STATION RECOVERY (1988)
 AN0862
 AN0862'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0862'MARK NOT FOUND.
 AN0862
 AN0862                          STATION RECOVERY (1998)
 AN0862
 AN0862'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0340 ***********************************************************************
 AN0340  DESIGNATION -  U 593
 AN0340  PID         -  AN0340
 AN0340  STATE/COUNTY-  TX/REFUGIO
 AN0340  USGS QUAD   -  AUSTWELL (1973)
 AN0340
 AN0340                         *CURRENT SURVEY CONTROL
 AN0340  ___________________________________________________________________
 AN0340* NAD 83(1986)-  28 28 33.     (N)    096 52 05.     (W)     SCALED    
 AN0340* NAVD 88     -         2.06   (+/-2cm)       6.8    (feet)  VERTCON   
 AN0340  ___________________________________________________________________
 AN0340  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0340
 AN0340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0340
 AN0340.The horizontal coordinates were scaled from a topographic map and have
 AN0340.an estimated accuracy of +/- 6 seconds.
 AN0340
 AN0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0340.The vertical order pertains to the NGVD 29 superseded value.
 AN0340
 AN0340.The geoid height was determined by GEOID03.
 AN0340
 AN0340;                    North         East    Units  Estimated Accuracy
 AN0340;SPC TXSC     - 4,073,110.      808,760.      MT  (+/- 180 meters Scaled)
 AN0340
 AN0340                          SUPERSEDED SURVEY CONTROL
 AN0340
 AN0340  NGVD 29 (??/??/92)    2.19   (m)            7.2    (f) COMPUTED    2 0
 AN0340
 AN0340.Superseded values are not recommended for survey control.
 AN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0340.See file dsdata.txt to determine how the superseded data were derived.
 AN0340
 AN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS087517(NAD 83)
 AN0340_MARKER: DB = BENCH MARK DISK
 AN0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0340_SP_SET: CULVERT
 AN0340_STAMPING: U 593 1942
 AN0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0340
 AN0340  HISTORY     - Date     Condition        Report By
 AN0340  HISTORY     - 1942     MONUMENTED       CGS
 AN0340  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0340  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0340  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AN0340  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0340  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0340
 AN0340                          STATION DESCRIPTION
 AN0340
 AN0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0340'2.0 MI NE FROM TIVOLI.
 AN0340'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0340'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 0.3 MILE SOUTHWEST OF THE
 AN0340'BRIDGE OVER GUADALUPE RIVER, NEAR THE T-JUNCTION OF A ROAD, 70 FEET
 AN0340'SOUTHWEST OF THE CENTERLINE OF THE T-ROAD, 20 FEET NORTHWEST OF THE
 AN0340'CENTERLINE OF THE HIGHWAY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AN0340'THE SOUTHWEST END OF THE NORTHWEST HEADWALL, AND ABOUT 2-1/2 FEET
 AN0340'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED U 593 1942.
 AN0340
 AN0340                          STATION RECOVERY (1988)
 AN0340
 AN0340'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0340'MARK NOT FOUND.
 AN0340
 AN0340                          STATION RECOVERY (1988)
 AN0340
 AN0340'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0340'MARK NOT FOUND.
 AN0340
 AN0340                          STATION RECOVERY (1989)
 AN0340
 AN0340'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0340'MARK NOT FOUND.
 AN0340
 AN0340                          STATION RECOVERY (1990)
 AN0340
 AN0340'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0340'MARK NOT FOUND.
 AN0340
 AN0340                          STATION RECOVERY (1999)
 AN0340
 AN0340'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0894 ***********************************************************************
 AN0894  DESIGNATION -  U 594 RESET 1971
 AN0894  PID         -  AN0894
 AN0894  STATE/COUNTY-  TX/REFUGIO
 AN0894  USGS QUAD   -  MC FADDIN (1987)
 AN0894
 AN0894                         *CURRENT SURVEY CONTROL
 AN0894  ___________________________________________________________________
 AN0894* NAD 83(1986)-  28 30 17.     (N)    097 01 15.     (W)     SCALED    
 AN0894* NAVD 88     -        19.97   (+/-2cm)      65.5    (feet)  VERTCON   
 AN0894  ___________________________________________________________________
 AN0894  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0894
 AN0894  VERT ORDER  -  THIRD (See Below)
 AN0894
 AN0894.The horizontal coordinates were scaled from a topographic map and have
 AN0894.an estimated accuracy of +/- 6 seconds.
 AN0894
 AN0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0894.The vertical order pertains to the NGVD 29 superseded value.
 AN0894
 AN0894.The geoid height was determined by GEOID03.
 AN0894
 AN0894;                    North         East    Units  Estimated Accuracy
 AN0894;SPC TXSC     - 4,076,050.      793,740.      MT  (+/- 180 meters Scaled)
 AN0894
 AN0894                          SUPERSEDED SURVEY CONTROL
 AN0894
 AN0894  NGVD 29 (01/29/03)   20.11   (m)           66.0    (f) RESET       3  
 AN0894
 AN0894.Superseded values are not recommended for survey control.
 AN0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0894.See file dsdata.txt to determine how the superseded data were derived.
 AN0894
 AN0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS937547(NAD 83)
 AN0894_MARKER: DB = BENCH MARK DISK
 AN0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0894_SP_SET: CULVERT
 AN0894_STAMPING: U 594 RESET 1971
 AN0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0894
 AN0894  HISTORY     - Date     Condition        Report By
 AN0894  HISTORY     - 1971     MONUMENTED       TXHD
 AN0894  HISTORY     - 1972     GOOD             NGS
 AN0894  HISTORY     - 1988     GOOD             USPSQD
 AN0894  HISTORY     - 19990726 GOOD             USPSQD
 AN0894
 AN0894                          STATION DESCRIPTION
 AN0894
 AN0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0894'2.3 MI SE FROM INARI.
 AN0894'0.8 MILE SOUTHEAST ALONG U. S. HIGHWAY 77 FROM THE ST. LOUIS,
 AN0894'BROWNSVILLE AND MEXICO RAILWAY STATION SIGN AT INARI, THENCE 1.5 MILES
 AN0894'SOUTHEAST ALONG STATE HIGHWAY 113, SET IN THE TOP OF THE NORTHWEST END
 AN0894'OF THE NORTHEAST HEADWALL OF A 4 IN. X 10 IN. CONCRETE BOX CULVERT, 28
 AN0894'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 AN0894'THE HIGHWAY.
 AN0894
 AN0894                          STATION RECOVERY (1988)
 AN0894
 AN0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0894'RECOVERED IN GOOD CONDITION.
 AN0894
 AN0894                          STATION RECOVERY (1999)
 AN0894
 AN0894'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0376 ***********************************************************************
 AN0376  DESIGNATION -  U 595
 AN0376  PID         -  AN0376
 AN0376  STATE/COUNTY-  TX/ARANSAS
 AN0376  USGS QUAD   -  ST CHARLES BAY (1973)
 AN0376
 AN0376                         *CURRENT SURVEY CONTROL
 AN0376  ___________________________________________________________________
 AN0376* NAD 83(1986)-  28 14 15.     (N)    096 58 54.     (W)     SCALED    
 AN0376* NAVD 88     -         3.59   (+/-2cm)      11.8    (feet)  VERTCON   
 AN0376  ___________________________________________________________________
 AN0376  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN0376
 AN0376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0376
 AN0376.The horizontal coordinates were scaled from a topographic map and have
 AN0376.an estimated accuracy of +/- 6 seconds.
 AN0376
 AN0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0376.The vertical order pertains to the NGVD 29 superseded value.
 AN0376
 AN0376.The geoid height was determined by GEOID03.
 AN0376
 AN0376;                    North         East    Units  Estimated Accuracy
 AN0376;SPC TXSC     - 4,046,500.      798,090.      MT  (+/- 180 meters Scaled)
 AN0376
 AN0376                          SUPERSEDED SURVEY CONTROL
 AN0376
 AN0376  NGVD 29 (??/??/92)    3.719  (m)           12.20   (f) ADJ UNCH    2 0
 AN0376
 AN0376.Superseded values are not recommended for survey control.
 AN0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0376.See file dsdata.txt to determine how the superseded data were derived.
 AN0376
 AN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS980251(NAD 83)
 AN0376_MARKER: DB = BENCH MARK DISK
 AN0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0376_SP_SET: CULVERT
 AN0376_STAMPING: U 595 1942
 AN0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0376
 AN0376  HISTORY     - Date     Condition        Report By
 AN0376  HISTORY     - 1942     MONUMENTED       CGS
 AN0376  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0376  HISTORY     - 1990     GOOD             USPSQD
 AN0376
 AN0376                          STATION DESCRIPTION
 AN0376
 AN0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0376'15.4 MI N FROM ROCKPORT.
 AN0376'TO REACH FROM THE CITY WATER TOWER AT ROCKPORT-- PROCEED NORTH 15.4
 AN0376'MILES ON STATE HIGHWAY NO. 35 TO A CONCRETE CULVERT AND SITE OF BENCH
 AN0376'MARK.  BENCH IS SET HORIZONTALLY IN TOP OF THE SOUTH END OF THE WEST
 AN0376'HEADWALL OF A 4 X 12 FOOT CONCRETE BOX CULVERT.  IT IS 16.0 FEET WEST
 AN0376'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AN0376
 AN0376                          STATION RECOVERY (1990)
 AN0376
 AN0376'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0376'MARK NOT FOUND.
 AN0376
 AN0376                          STATION RECOVERY (1990)
 AN0376
 AN0376'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0377 ***********************************************************************
 AN0377  DESIGNATION -  U 595 RESET 1955
 AN0377  PID         -  AN0377
 AN0377  STATE/COUNTY-  TX/ARANSAS
 AN0377  USGS QUAD   -  ST CHARLES BAY (1973)
 AN0377
 AN0377                         *CURRENT SURVEY CONTROL
 AN0377  ___________________________________________________________________
 AN0377* NAD 83(1986)-  28 14 15.     (N)    096 58 54.     (W)     SCALED    
 AN0377* NAVD 88     -         3.44   (+/-2cm)      11.3    (feet)  VERTCON   
 AN0377  ___________________________________________________________________
 AN0377  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN0377
 AN0377  VERT ORDER  -  THIRD (See Below)
 AN0377
 AN0377.The horizontal coordinates were scaled from a topographic map and have
 AN0377.an estimated accuracy of +/- 6 seconds.
 AN0377
 AN0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0377.The vertical order pertains to the NGVD 29 superseded value.
 AN0377
 AN0377.The geoid height was determined by GEOID03.
 AN0377
 AN0377;                    North         East    Units  Estimated Accuracy
 AN0377;SPC TXSC     - 4,046,500.      798,090.      MT  (+/- 180 meters Scaled)
 AN0377
 AN0377                          SUPERSEDED SURVEY CONTROL
 AN0377
 AN0377  NGVD 29 (??/??/??)    3.57   (m)           11.7    (f) RESET       3  
 AN0377
 AN0377.Superseded values are not recommended for survey control.
 AN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0377.See file dsdata.txt to determine how the superseded data were derived.
 AN0377
 AN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS980251(NAD 83)
 AN0377_MARKER: DD = SURVEY DISK
 AN0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0377_SP_SET: CULVERT
 AN0377_STAMPING: U 595 RESET 1955
 AN0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0377
 AN0377  HISTORY     - Date     Condition        Report By
 AN0377  HISTORY     - 1955     MONUMENTED       TXHD
 AN0377  HISTORY     - 1988     GOOD             USPSQD
 AN0377  HISTORY     - 1989     GOOD             USPSQD
 AN0377  HISTORY     - 1990     GOOD             USPSQD
 AN0377  HISTORY     - 1990     GOOD             USPSQD
 AN0377  HISTORY     - 19910720 POOR             USPSQD
 AN0377
 AN0377                          STATION DESCRIPTION
 AN0377
 AN0377'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0377'15.4 MI N FROM ROCKPORT.
 AN0377'15.4 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN0377'ROCKPORT.  AT A 4 BY 12-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 AN0377'SOUTH END OF THE WEST HEADWALL, 22 FEET WEST OF THE CENTERLINE OF THE
 AN0377'HIGHWAY AND ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY.
 AN0377
 AN0377                          STATION RECOVERY (1988)
 AN0377
 AN0377'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0377'RECOVERED IN GOOD CONDITION.
 AN0377
 AN0377                          STATION RECOVERY (1989)
 AN0377
 AN0377'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0377'RECOVERED IN GOOD CONDITION.
 AN0377
 AN0377                          STATION RECOVERY (1990)
 AN0377
 AN0377'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0377'RECOVERED IN GOOD CONDITION.
 AN0377
 AN0377                          STATION RECOVERY (1990)
 AN0377
 AN0377'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN0377'RECOVERED IN GOOD CONDITION.
 AN0377
 AN0377                          STATION RECOVERY (1991)
 AN0377
 AN0377'RECOVERY NOTE BY US POWER SQUADRON 1991 (WS)
 AN0377'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0830 ***********************************************************************
 AN0830  DESIGNATION -  U 596
 AN0830  PID         -  AN0830
 AN0830  STATE/COUNTY-  TX/CALHOUN
 AN0830  USGS QUAD   -  POINT COMFORT (1995)
 AN0830
 AN0830                         *CURRENT SURVEY CONTROL
 AN0830  ___________________________________________________________________
 AN0830* NAD 83(1986)-  28 40 29.     (N)    096 33 26.     (W)     SCALED    
 AN0830* NAVD 88     -         6.32   (+/-2cm)      20.7    (feet)  VERTCON   
 AN0830  ___________________________________________________________________
 AN0830  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0830
 AN0830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0830
 AN0830.The horizontal coordinates were scaled from a topographic map and have
 AN0830.an estimated accuracy of +/- 6 seconds.
 AN0830
 AN0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0830.The vertical order pertains to the NGVD 29 superseded value.
 AN0830
 AN0830.The geoid height was determined by GEOID03.
 AN0830
 AN0830;                    North         East    Units  Estimated Accuracy
 AN0830;SPC TXSC     - 4,095,740.      838,730.      MT  (+/- 180 meters Scaled)
 AN0830
 AN0830                          SUPERSEDED SURVEY CONTROL
 AN0830
 AN0830  NGVD 29 (??/??/92)    6.435  (m)           21.11   (f) ADJ UNCH    2 0
 AN0830
 AN0830.Superseded values are not recommended for survey control.
 AN0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0830.See file dsdata.txt to determine how the superseded data were derived.
 AN0830
 AN0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS387743(NAD 83)
 AN0830_MARKER: DB = BENCH MARK DISK
 AN0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0830_STAMPING: U 596 1942
 AN0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0830+STABILITY: SURFACE MOTION
 AN0830
 AN0830  HISTORY     - Date     Condition        Report By
 AN0830  HISTORY     - 1942     MONUMENTED       CGS
 AN0830  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0830
 AN0830                          STATION DESCRIPTION
 AN0830
 AN0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0830'5.4 MI E FROM PORT LAVACA.
 AN0830'5.4 MILES EAST ALONG STATE HIGHWAY 35 FROM PORT LAVACA, CALHOUN
 AN0830'COUNTY, 1.2 MILES NORTHEAST OF THE EDGE OF LAVACA BAY, 51 FEET SOUTH
 AN0830'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTHWEST OF A TREE AT THE
 AN0830'EDGE OF THE PAVEMENT, 2 FEET EAST OF THE FIRST POWER POLE EAST OF A
 AN0830'TRANSFORMER YARD, 4 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 AN0830'SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE
 AN0830'HIGHWAY.  A STANDARD DISK, STAMPED U 596 1942 AND SET IN THE TOP OF A
 AN0830'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0830
 AN0830                          STATION RECOVERY (1998)
 AN0830
 AN0830'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0751 ***********************************************************************
 AN0751  DESIGNATION -  U 597
 AN0751  PID         -  AN0751
 AN0751  STATE/COUNTY-  TX/VICTORIA
 AN0751  USGS QUAD   -  KAMEY (1995)
 AN0751
 AN0751                         *CURRENT SURVEY CONTROL
 AN0751  ___________________________________________________________________
 AN0751* NAD 83(1986)-  28 41 45.     (N)    096 42 26.     (W)     SCALED    
 AN0751* NAVD 88     -         8.81   (+/-2cm)      28.9    (feet)  VERTCON   
 AN0751  ___________________________________________________________________
 AN0751  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN0751
 AN0751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0751
 AN0751.The horizontal coordinates were scaled from a topographic map and have
 AN0751.an estimated accuracy of +/- 6 seconds.
 AN0751
 AN0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0751.The vertical order pertains to the NGVD 29 superseded value.
 AN0751
 AN0751.The geoid height was determined by GEOID03.
 AN0751
 AN0751;                    North         East    Units  Estimated Accuracy
 AN0751;SPC TXSC     - 4,097,790.      824,030.      MT  (+/- 180 meters Scaled)
 AN0751
 AN0751                          SUPERSEDED SURVEY CONTROL
 AN0751
 AN0751  NGVD 29 (??/??/92)    8.934  (m)           29.31   (f) ADJ UNCH    2 0
 AN0751
 AN0751.Superseded values are not recommended for survey control.
 AN0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0751.See file dsdata.txt to determine how the superseded data were derived.
 AN0751
 AN0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS239764(NAD 83)
 AN0751_MARKER: DB = BENCH MARK DISK
 AN0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0751_STAMPING: U 597 1942
 AN0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0751+STABILITY: SURFACE MOTION
 AN0751
 AN0751  HISTORY     - Date     Condition        Report By
 AN0751  HISTORY     - 1942     MONUMENTED       CGS
 AN0751
 AN0751                          STATION DESCRIPTION
 AN0751
 AN0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0751'9.0 MI E FROM PLACEDO.
 AN0751'9.0 MILES EAST OF PLACEDO, VICTORIA COUNTY.  THIS BENCH MARK MAY BE
 AN0751'REACHED FROM THE CROSSING OF THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN0751'RAILWAY BY GOING 3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 5.3
 AN0751'MILES NORTHEAST ALONG A GRAVEL ROAD.  IT IS AT THE JUNCTION OF A
 AN0751'DRIVEWAY LEADING TO A HOUSE, 26 FEET NORTH OF THE CENTER LINE OF THE
 AN0751'ROAD, 15 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 3 FEET EAST OF
 AN0751'A WHITE WOODEN WITNESS POST, AND 2 FEET NORTH OF A FENCE.  A STANDARD
 AN0751'DISK, STAMPED U 597 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN0751'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0163 ***********************************************************************
 AJ0163  DESIGNATION -  U 598
 AJ0163  PID         -  AJ0163
 AJ0163  STATE/COUNTY-  TX/DUVAL
 AJ0163  USGS QUAD   -  SAN JOSE (1968)
 AJ0163
 AJ0163                         *CURRENT SURVEY CONTROL
 AJ0163  ___________________________________________________________________
 AJ0163* NAD 83(1986)-  27 33 03.     (N)    098 15 39.     (W)     SCALED    
 AJ0163* NAVD 88     -        79.771  (meters)     261.72   (feet)  ADJUSTED  
 AJ0163  ___________________________________________________________________
 AJ0163  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AJ0163  DYNAMIC HT  -          79.646 (meters)     261.31  (feet)  COMP
 AJ0163  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 AJ0163
 AJ0163  VERT ORDER  -  SECOND    CLASS 0
 AJ0163
 AJ0163.The horizontal coordinates were scaled from a topographic map and have
 AJ0163.an estimated accuracy of +/- 6 seconds.
 AJ0163
 AJ0163.The orthometric height was determined by differential leveling
 AJ0163.and adjusted by the National Geodetic Survey in June 1991..
 AJ0163
 AJ0163.The geoid height was determined by GEOID03.
 AJ0163
 AJ0163.The dynamic height is computed by dividing the NAVD 88
 AJ0163.geopotential number by the normal gravity value computed on the
 AJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0163.degrees latitude (g = 980.6199 gals.).
 AJ0163
 AJ0163.The modeled gravity was interpolated from observed gravity values.
 AJ0163
 AJ0163;                    North         East    Units  Estimated Accuracy
 AJ0163;SPC TX S     - 5,208,780.      323,620.      MT  (+/- 180 meters Scaled)
 AJ0163
 AJ0163                          SUPERSEDED SURVEY CONTROL
 AJ0163
 AJ0163  NGVD 29 (??/??/92)   79.90   (m)          262.1    (f) COMPUTED    2 0
 AJ0163
 AJ0163.Superseded values are not recommended for survey control.
 AJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0163.See file dsdata.txt to determine how the superseded data were derived.
 AJ0163
 AJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR729476(NAD 83)
 AJ0163_MARKER: DB = BENCH MARK DISK
 AJ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0163_STAMPING: U 598 1942
 AJ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0163+STABILITY: SURFACE MOTION
 AJ0163
 AJ0163  HISTORY     - Date     Condition        Report By
 AJ0163  HISTORY     - 1942     MONUMENTED       CGS
 AJ0163  HISTORY     - 1958     MARK NOT FOUND   USGS
 AJ0163
 AJ0163                          STATION DESCRIPTION
 AJ0163
 AJ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0163'16.7 MI S FROM SAN DIEGO.
 AJ0163'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0163'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF DIRT ROAD
 AJ0163'LEADING SOUTHERLY.  THENCE, GO 14.8 MILES SOUTHERLY ALONG DIRT ROAD TO
 AJ0163'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 0.4 MILE EAST ALONG
 AJ0163'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT THE INTERSECTION
 AJ0163'OF LANE LEADING TO FARM HOUSE, 21.0 FEET NORTH OF THE CENTERLINE OF
 AJ0163'THE ROAD AND 15.0 FEET WEST OF THE CENTERLINE OF THE LANE. IT IS 3.0
 AJ0163'FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND IN THE FENCE LINE. THE
 AJ0163'MONUMENT PROJECTS 0.5 FOOT.
 AJ0163
 AJ0163                          STATION RECOVERY (1958)
 AJ0163
 AJ0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 AJ0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0208 ***********************************************************************
 AJ0208  DESIGNATION -  U 599
 AJ0208  PID         -  AJ0208
 AJ0208  STATE/COUNTY-  TX/DUVAL
 AJ0208  USGS QUAD   -  SAN JOSE (1968)
 AJ0208
 AJ0208                         *CURRENT SURVEY CONTROL
 AJ0208  ___________________________________________________________________
 AJ0208* NAD 83(1986)-  27 35 20.     (N)    098 21 49.     (W)     SCALED    
 AJ0208* NAVD 88     -       101.665  (meters)     333.55   (feet)  ADJUSTED  
 AJ0208  ___________________________________________________________________
 AJ0208  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AJ0208  DYNAMIC HT  -         101.505 (meters)     333.02  (feet)  COMP
 AJ0208  MODELED GRAV-     979,076.5   (mgal)                       NAVD 88
 AJ0208
 AJ0208  VERT ORDER  -  SECOND    CLASS 0
 AJ0208
 AJ0208.The horizontal coordinates were scaled from a topographic map and have
 AJ0208.an estimated accuracy of +/- 6 seconds.
 AJ0208
 AJ0208.The orthometric height was determined by differential leveling
 AJ0208.and adjusted by the National Geodetic Survey in June 1991..
 AJ0208
 AJ0208.The geoid height was determined by GEOID03.
 AJ0208
 AJ0208.The dynamic height is computed by dividing the NAVD 88
 AJ0208.geopotential number by the normal gravity value computed on the
 AJ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0208.degrees latitude (g = 980.6199 gals.).
 AJ0208
 AJ0208.The modeled gravity was interpolated from observed gravity values.
 AJ0208
 AJ0208;                    North         East    Units  Estimated Accuracy
 AJ0208;SPC TX S     - 5,212,980.      313,470.      MT  (+/- 180 meters Scaled)
 AJ0208
 AJ0208                          SUPERSEDED SURVEY CONTROL
 AJ0208
 AJ0208  NGVD 29 (??/??/92)  101.73   (m)          333.8    (f) COMPUTED    2 0
 AJ0208
 AJ0208.Superseded values are not recommended for survey control.
 AJ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0208.See file dsdata.txt to determine how the superseded data were derived.
 AJ0208
 AJ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR628518(NAD 83)
 AJ0208_MARKER: DB = BENCH MARK DISK
 AJ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0208_STAMPING: U - 599 1942
 AJ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0208+STABILITY: SURFACE MOTION
 AJ0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ0208+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AJ0208
 AJ0208  HISTORY     - Date     Condition        Report By
 AJ0208  HISTORY     - 1942     MONUMENTED       CGS
 AJ0208  HISTORY     - 1968     GOOD             USGS
 AJ0208  HISTORY     - 20031001 GOOD             USPSQD
 AJ0208
 AJ0208                          STATION DESCRIPTION
 AJ0208
 AJ0208'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0208'3.6 MI E FROM BENAVIDES.
 AJ0208'POST OFFICE AT BENAVIDES, TEXAS 3.1 MILES EAST ALONG FARM ROAD 2295.
 AJ0208'269 FEET EAST OF CULVERT WITH FIVE PIPES 52 FEET SOUTH OF CENTERLINE
 AJ0208'OF HWY. 43 FEET WEST OF A FENCE CORNER AND 1.0 FEET SOUTH OF R.O.W.
 AJ0208'FENCE.  A STANDARD DISK STAMPED U - 599 1942 AND SET IN THE TOP OF A
 AJ0208'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AJ0208
 AJ0208                          STATION RECOVERY (2003)
 AJ0208
 AJ0208'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AJ0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0309 ***********************************************************************
 AJ0309  DESIGNATION -  U 600
 AJ0309  PID         -  AJ0309
 AJ0309  STATE/COUNTY-  TX/JIM WELLS
 AJ0309  USGS QUAD   -  ELLA (1963)
 AJ0309
 AJ0309                         *CURRENT SURVEY CONTROL
 AJ0309  ___________________________________________________________________
 AJ0309* NAD 83(1986)-  27 28 09.     (N)    098 07 16.     (W)     SCALED    
 AJ0309* NAVD 88     -        50.129  (meters)     164.46   (feet)  ADJUSTED  
 AJ0309  ___________________________________________________________________
 AJ0309  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AJ0309  DYNAMIC HT  -          50.050 (meters)     164.21  (feet)  COMP
 AJ0309  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 AJ0309
 AJ0309  VERT ORDER  -  SECOND    CLASS 0
 AJ0309
 AJ0309.The horizontal coordinates were scaled from a topographic map and have
 AJ0309.an estimated accuracy of +/- 6 seconds.
 AJ0309
 AJ0309.The orthometric height was determined by differential leveling
 AJ0309.and adjusted by the National Geodetic Survey in June 1991..
 AJ0309
 AJ0309.The geoid height was determined by GEOID03.
 AJ0309
 AJ0309.The dynamic height is computed by dividing the NAVD 88
 AJ0309.geopotential number by the normal gravity value computed on the
 AJ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0309.degrees latitude (g = 980.6199 gals.).
 AJ0309
 AJ0309.The modeled gravity was interpolated from observed gravity values.
 AJ0309
 AJ0309;                    North         East    Units  Estimated Accuracy
 AJ0309;SPC TX S     - 5,199,760.      337,450.      MT  (+/- 180 meters Scaled)
 AJ0309
 AJ0309                          SUPERSEDED SURVEY CONTROL
 AJ0309
 AJ0309  NGVD 29 (??/??/92)   50.23   (m)          164.8    (f) COMPUTED    2 0
 AJ0309
 AJ0309.Superseded values are not recommended for survey control.
 AJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0309.See file dsdata.txt to determine how the superseded data were derived.
 AJ0309
 AJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR868387(NAD 83)
 AJ0309_MARKER: DB = BENCH MARK DISK
 AJ0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0309_STAMPING: U 600 1942
 AJ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0309+STABILITY: SURFACE MOTION
 AJ0309
 AJ0309  HISTORY     - Date     Condition        Report By
 AJ0309  HISTORY     - 1942     MONUMENTED       CGS
 AJ0309
 AJ0309                          STATION DESCRIPTION
 AJ0309
 AJ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0309'8.3 MI NW FROM PREMONT.
 AJ0309'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0309'PROCEED 7.7 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0309'INTERSECTION OF TRACK ROAD LEADING WEST.  THENCE, GO 0.6 MILE WEST
 AJ0309'ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT A
 AJ0309'CURVE IN ROAD, 28.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET
 AJ0309'WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF FENCE. THE
 AJ0309'MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1397 ***********************************************************************
 AN1397  DESIGNATION -  U 601
 AN1397  PID         -  AN1397
 AN1397  STATE/COUNTY-  TX/ARANSAS
 AN1397  USGS QUAD   -  ROCKPORT (1979)
 AN1397
 AN1397                         *CURRENT SURVEY CONTROL
 AN1397  ___________________________________________________________________
 AN1397* NAD 83(1986)-  28 01 23.     (N)    097 03 07.     (W)     SCALED    
 AN1397* NAVD 88     -         1.736  (meters)       5.70   (feet)  ADJUSTED  
 AN1397  ___________________________________________________________________
 AN1397  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1397  DYNAMIC HT  -           1.734 (meters)       5.69  (feet)  COMP
 AN1397  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 AN1397
 AN1397  VERT ORDER  -  FIRST     CLASS I
 AN1397
 AN1397.The horizontal coordinates were scaled from a topographic map and have
 AN1397.an estimated accuracy of +/- 6 seconds.
 AN1397
 AN1397.The orthometric height was determined by differential leveling
 AN1397.and adjusted by the National Geodetic Survey in June 1991..
 AN1397
 AN1397.The geoid height was determined by GEOID03.
 AN1397
 AN1397.The dynamic height is computed by dividing the NAVD 88
 AN1397.geopotential number by the normal gravity value computed on the
 AN1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1397.degrees latitude (g = 980.6199 gals.).
 AN1397
 AN1397.The modeled gravity was interpolated from observed gravity values.
 AN1397
 AN1397;                    North         East    Units  Estimated Accuracy
 AN1397;SPC TXSC     - 4,022,620.      791,590.      MT  (+/- 180 meters Scaled)
 AN1397
 AN1397                          SUPERSEDED SURVEY CONTROL
 AN1397
 AN1397.No superseded survey control is available for this station.
 AN1397
 AN1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS915012(NAD 83)
 AN1397_MARKER: DB = BENCH MARK DISK
 AN1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1397_SP_SET: CONCRETE FOOTING
 AN1397_STAMPING: U 601 1942
 AN1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1397
 AN1397  HISTORY     - Date     Condition        Report By
 AN1397  HISTORY     - 1942     MONUMENTED       CGS
 AN1397  HISTORY     - 1949     GOOD             NGS
 AN1397  HISTORY     - 1973     GOOD             NGS
 AN1397  HISTORY     - 1978     GOOD             NGS
 AN1397  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1397  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1397  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1397
 AN1397                          STATION DESCRIPTION
 AN1397
 AN1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1397'IN ROCKPORT.
 AN1397'AT ROCKPORT, ARANSAS COUNTY, AT THE CITY WATER TOWER, AND IN THE TOP
 AN1397'OF THE NORTH CORNER OF A CONCRETE FOOTING FOR THE NORTHEAST LEG.  A
 AN1397'STANDARD DISK, STAMPED U 601 1942.
 AN1397
 AN1397                          STATION RECOVERY (1973)
 AN1397
 AN1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN1397'RECOVERED IN GOOD CONDITION.
 AN1397
 AN1397                          STATION RECOVERY (1978)
 AN1397
 AN1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1397'AT THE ROCKPORT CITY WATER TOWER, SET IN THE TOP OF THE NORTH CORNER
 AN1397'OF THE CONCRETE FOOTING FOR THE NORTHEAST LEG, AT THE SOUTHWEST
 AN1397'CORNER OF THE INTERSECTION OF NORTH AND MAGNOLIA STREETS.
 AN1397
 AN1397                          STATION RECOVERY (1987)
 AN1397
 AN1397'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1397'MARK NOT FOUND.
 AN1397
 AN1397                          STATION RECOVERY (1987)
 AN1397
 AN1397'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AN1397'MARK NOT FOUND.
 AN1397
 AN1397                          STATION RECOVERY (1988)
 AN1397
 AN1397'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 AN1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1292 ***********************************************************************
 AN1292  DESIGNATION -  U 602
 AN1292  PID         -  AN1292
 AN1292  STATE/COUNTY-  TX/REFUGIO
 AN1292  USGS QUAD   -  TWIN MOTT LAKE (1978)
 AN1292
 AN1292                         *CURRENT SURVEY CONTROL
 AN1292  ___________________________________________________________________
 AN1292* NAD 83(1986)-  28 18 57.     (N)    097 01 12.     (W)     SCALED    
 AN1292* NAVD 88     -         7.80   (+/-2cm)      25.6    (feet)  VERTCON   
 AN1292  ___________________________________________________________________
 AN1292  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1292
 AN1292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1292
 AN1292.The horizontal coordinates were scaled from a topographic map and have
 AN1292.an estimated accuracy of +/- 6 seconds.
 AN1292
 AN1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1292.The vertical order pertains to the NGVD 29 superseded value.
 AN1292
 AN1292.The geoid height was determined by GEOID03.
 AN1292
 AN1292;                    North         East    Units  Estimated Accuracy
 AN1292;SPC TXSC     - 4,055,120.      794,180.      MT  (+/- 180 meters Scaled)
 AN1292
 AN1292                          SUPERSEDED SURVEY CONTROL
 AN1292
 AN1292  NGVD 29 (??/??/92)    7.933  (m)           26.03   (f) ADJ UNCH    2 0
 AN1292
 AN1292.Superseded values are not recommended for survey control.
 AN1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1292.See file dsdata.txt to determine how the superseded data were derived.
 AN1292
 AN1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS941337(NAD 83)
 AN1292_MARKER: DB = BENCH MARK DISK
 AN1292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1292_SP_SET: CULVERT
 AN1292_STAMPING: U 602 1942
 AN1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1292
 AN1292  HISTORY     - Date     Condition        Report By
 AN1292  HISTORY     - 1942     MONUMENTED       CGS
 AN1292  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1292  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1292
 AN1292                          STATION DESCRIPTION
 AN1292
 AN1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1292'9.6 MI S FROM TIVOLI.
 AN1292'9.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF STATE
 AN1292'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 5.0 MILES SOUTHWEST ALONG A
 AN1292'COUNTY ROAD.  1.0 MILE SOUTHWEST OF A CONCRETE BRIDGE OVER SALT CREEK,
 AN1292'49 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 24 FEET WEST OF A
 AN1292'POLE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT NORTH OF THE
 AN1292'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 AN1292'U 602 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6
 AN1292'FOOT ABOVE GROUND.
 AN1292
 AN1292                          STATION RECOVERY (1988)
 AN1292
 AN1292'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1292'MARK NOT FOUND.
 AN1292
 AN1292                          STATION RECOVERY (1999)
 AN1292
 AN1292'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1331 ***********************************************************************
 AN1331  DESIGNATION -  U 603
 AN1331  PID         -  AN1331
 AN1331  STATE/COUNTY-  TX/SAN PATRICIO
 AN1331  USGS QUAD   -  RINCON BEND (1979)
 AN1331
 AN1331                         *CURRENT SURVEY CONTROL
 AN1331  ___________________________________________________________________
 AN1331* NAD 83(1986)-  28 02 39.     (N)    097 20 31.     (W)     SCALED    
 AN1331* NAVD 88     -        10.31   (+/-2cm)      33.8    (feet)  VERTCON   
 AN1331  ___________________________________________________________________
 AN1331  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1331
 AN1331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1331
 AN1331.The horizontal coordinates were scaled from a topographic map and have
 AN1331.an estimated accuracy of +/- 6 seconds.
 AN1331
 AN1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1331.The vertical order pertains to the NGVD 29 superseded value.
 AN1331
 AN1331.The geoid height was determined by GEOID03.
 AN1331
 AN1331;                    North         East    Units  Estimated Accuracy
 AN1331;SPC TX S     - 5,263,950.      413,870.      MT  (+/- 180 meters Scaled)
 AN1331
 AN1331                          SUPERSEDED SURVEY CONTROL
 AN1331
 AN1331  NGVD 29 (??/??/92)   10.47   (m)           34.4    (f) COMPUTED    2 0
 AN1331
 AN1331.Superseded values are not recommended for survey control.
 AN1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1331.See file dsdata.txt to determine how the superseded data were derived.
 AN1331
 AN1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS629032(NAD 83)
 AN1331_MARKER: DB = BENCH MARK DISK
 AN1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1331_STAMPING: U 603 1942
 AN1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1331+STABILITY: SURFACE MOTION
 AN1331
 AN1331  HISTORY     - Date     Condition        Report By
 AN1331  HISTORY     - 1942     MONUMENTED       CGS
 AN1331  HISTORY     - 1949     GOOD             NGS
 AN1331  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1331  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1331
 AN1331                          STATION DESCRIPTION
 AN1331
 AN1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1331'1.0 MI E FROM TAFT.
 AN1331'1.0 MILE EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT TAFT, SAN
 AN1331'PATRICIO COUNTY 4.0 MILES NORTH ALONG ANOTHER COUNTY ROAD, AND 2.0
 AN1331'MILES EAST ALONG A PAVED COUNTY ROAD.  AT A ROAD INTERSECTION, 36 FEET
 AN1331'NORTH OF THE CENTERLINE OF THE MAIN ROAD, 36 FEET WEST OF THE
 AN1331'CENTERLINE OF THE SIDE ROAD, AND 3 FEET SOUTH OF A WHITE WOODEN
 AN1331'WITNESS POST. A STANDARD DISK, STAMPED U 603 1942 AND SET IN THE TOP
 AN1331'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1331
 AN1331                          STATION RECOVERY (1973)
 AN1331
 AN1331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1331'MARK NOT FOUND.
 AN1331
 AN1331                          STATION RECOVERY (1988)
 AN1331
 AN1331'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1315 ***********************************************************************
 AN1315  DESIGNATION -  U 604
 AN1315  PID         -  AN1315
 AN1315  STATE/COUNTY-  TX/REFUGIO
 AN1315  USGS QUAD   -  BAYSIDE (1979)
 AN1315
 AN1315                         *CURRENT SURVEY CONTROL
 AN1315  ___________________________________________________________________
 AN1315* NAD 83(1986)-  28 05 19.     (N)    097 12 57.     (W)     SCALED    
 AN1315* NAVD 88     -         5.51   (+/-2cm)      18.1    (feet)  VERTCON   
 AN1315  ___________________________________________________________________
 AN1315  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1315
 AN1315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1315
 AN1315.The horizontal coordinates were scaled from a topographic map and have
 AN1315.an estimated accuracy of +/- 6 seconds.
 AN1315
 AN1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1315.The vertical order pertains to the NGVD 29 superseded value.
 AN1315
 AN1315.The geoid height was determined by GEOID03.
 AN1315
 AN1315;                    North         East    Units  Estimated Accuracy
 AN1315;SPC TXSC     - 4,029,630.      775,360.      MT  (+/- 180 meters Scaled)
 AN1315
 AN1315                          SUPERSEDED SURVEY CONTROL
 AN1315
 AN1315  NGVD 29 (??/??/92)    5.649  (m)           18.53   (f) ADJ UNCH    2 0
 AN1315
 AN1315.Superseded values are not recommended for survey control.
 AN1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1315.See file dsdata.txt to determine how the superseded data were derived.
 AN1315
 AN1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS752083(NAD 83)
 AN1315_MARKER: DB = BENCH MARK DISK
 AN1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1315_STAMPING: U 604 1942
 AN1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1315+STABILITY: SURFACE MOTION
 AN1315
 AN1315  HISTORY     - Date     Condition        Report By
 AN1315  HISTORY     - 1942     MONUMENTED       CGS
 AN1315  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1315  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1315
 AN1315                          STATION DESCRIPTION
 AN1315
 AN1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1315'IN BAYSIDE.
 AN1315'AT BAYSIDE, REFUGIO COUNTY, ON THE GREGORY ROAD, AT THE LAST STREET
 AN1315'INTERSECTION, 135 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 63
 AN1315'FEET SOUTHWEST OF A HOUSE, 27 FEET NORTHWEST OF THE CENTERLINE OF THE
 AN1315'ROAD, 3 FEET EAST OF A FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN
 AN1315'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED U 604
 AN1315'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 AN1315'ABOVE GROUND.
 AN1315
 AN1315                          STATION RECOVERY (1994)
 AN1315
 AN1315'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1315'MARK NOT FOUND.
 AN1315
 AN1315                          STATION RECOVERY (1999)
 AN1315
 AN1315'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0154 ***********************************************************************
 AH0154  DESIGNATION -  U 605
 AH0154  PID         -  AH0154
 AH0154  STATE/COUNTY-  TX/SAN PATRICIO
 AH0154  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0154
 AH0154                         *CURRENT SURVEY CONTROL
 AH0154  ___________________________________________________________________
 AH0154* NAD 83(1986)-  27 52 02.     (N)    097 12 49.     (W)     SCALED    
 AH0154* NAVD 88     -         4.531  (meters)      14.87   (feet)  ADJUSTED  
 AH0154  ___________________________________________________________________
 AH0154  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH0154  DYNAMIC HT  -           4.524 (meters)      14.84  (feet)  COMP
 AH0154  MODELED GRAV-     979,139.5   (mgal)                       NAVD 88
 AH0154
 AH0154  VERT ORDER  -  FIRST     CLASS I
 AH0154
 AH0154.The horizontal coordinates were scaled from a topographic map and have
 AH0154.an estimated accuracy of +/- 6 seconds.
 AH0154
 AH0154.The orthometric height was determined by differential leveling
 AH0154.and adjusted by the National Geodetic Survey in June 1991..
 AH0154.WARNING-Repeat measurements at this control monument indicate possible
 AH0154.vertical movement.
 AH0154
 AH0154.The geoid height was determined by GEOID03.
 AH0154
 AH0154.The dynamic height is computed by dividing the NAVD 88
 AH0154.geopotential number by the normal gravity value computed on the
 AH0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0154.degrees latitude (g = 980.6199 gals.).
 AH0154
 AH0154.The modeled gravity was interpolated from observed gravity values.
 AH0154
 AH0154;                    North         East    Units  Estimated Accuracy
 AH0154;SPC TX S     - 5,244,460.      426,690.      MT  (+/- 180 meters Scaled)
 AH0154
 AH0154                          SUPERSEDED SURVEY CONTROL
 AH0154
 AH0154  NGVD 29 (??/??/92)    4.711  (m)           15.46   (f) ADJ UNCH    1 1
 AH0154
 AH0154.Superseded values are not recommended for survey control.
 AH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0154.See file dsdata.txt to determine how the superseded data were derived.
 AH0154
 AH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR758837(NAD 83)
 AH0154_MARKER: DB = BENCH MARK DISK
 AH0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0154_SP_SET: CULVERT
 AH0154_STAMPING: U 605 1942
 AH0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0154
 AH0154  HISTORY     - Date     Condition        Report By
 AH0154  HISTORY     - 1942     MONUMENTED       CGS
 AH0154  HISTORY     - 1959     GOOD             NGS
 AH0154  HISTORY     - 1977     GOOD             NGS
 AH0154  HISTORY     - 1978     GOOD             NGS
 AH0154  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0154
 AH0154                          STATION DESCRIPTION
 AH0154
 AH0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0154'0.9 MI S FROM INGLESIDE.
 AH0154'ABOUT 0.9 MILE SOUTH ALONG FARM ROAD 1069 FROM THE POSTOFFICE AT
 AH0154'INGLESIDE, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE
 AH0154'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A CONCRETE
 AH0154'CULVERT, 150 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, AND
 AH0154'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AH0154
 AH0154                          STATION RECOVERY (1977)
 AH0154
 AH0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0154'RECOVERED IN GOOD CONDITION.
 AH0154
 AH0154                          STATION RECOVERY (1978)
 AH0154
 AH0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0154'0.9 MILE SOUTH ON FARM ROAD 1069 FROM THE JUNCTION WITH MAIN STREET
 AH0154'(OLD FARM ROAD 632) AT INGLESIDE, 16 FEET SOUTHEAST OF CENTERLINE OF
 AH0154'ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL
 AH0154'OF CONCRETE CULVERT, 150 FEET SOUTHWEST OF THE CENTER OF AN
 AH0154'INTERSECTION WITH A PAVED ROAD.
 AH0154
 AH0154                          STATION RECOVERY (1984)
 AH0154
 AH0154'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1338 ***********************************************************************
 AN1338  DESIGNATION -  U 606
 AN1338  PID         -  AN1338
 AN1338  STATE/COUNTY-  TX/REFUGIO
 AN1338  USGS QUAD   -  RINCON BEND (1979)
 AN1338
 AN1338                         *CURRENT SURVEY CONTROL
 AN1338  ___________________________________________________________________
 AN1338* NAD 83(1986)-  28 06 29.     (N)    097 18 31.     (W)     SCALED    
 AN1338* NAVD 88     -         2.87   (+/-2cm)       9.4    (feet)  VERTCON   
 AN1338  ___________________________________________________________________
 AN1338  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN1338
 AN1338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1338
 AN1338.The horizontal coordinates were scaled from a topographic map and have
 AN1338.an estimated accuracy of +/- 6 seconds.
 AN1338
 AN1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1338.The vertical order pertains to the NGVD 29 superseded value.
 AN1338
 AN1338.The geoid height was determined by GEOID03.
 AN1338
 AN1338;                    North         East    Units  Estimated Accuracy
 AN1338;SPC TXSC     - 4,031,650.      766,210.      MT  (+/- 180 meters Scaled)
 AN1338
 AN1338                          SUPERSEDED SURVEY CONTROL
 AN1338
 AN1338  NGVD 29 (??/??/92)    3.023  (m)            9.92   (f) ADJ UNCH    2 0
 AN1338
 AN1338.Superseded values are not recommended for survey control.
 AN1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1338.See file dsdata.txt to determine how the superseded data were derived.
 AN1338
 AN1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS661103(NAD 83)
 AN1338_MARKER: DB = BENCH MARK DISK
 AN1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1338_STAMPING: U 606 1942
 AN1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1338+STABILITY: SURFACE MOTION
 AN1338
 AN1338  HISTORY     - Date     Condition        Report By
 AN1338  HISTORY     - 1942     MONUMENTED       CGS
 AN1338  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1338  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1338  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1338
 AN1338                          STATION DESCRIPTION
 AN1338
 AN1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1338'4.6 MI SE FROM WOODSBORO.
 AN1338'4.6 MILES SOUTHEAST ALONG THE BAYSIDE ROAD FROM THE CITY PARK AT
 AN1338'WOODSBORO, REFUGIO COUNTY, 6.8 MILES SOUTH ALONG A DIRT ROAD.  130
 AN1338'FEET NORTHEAST OF THE NORTHEAST BANK OF ARANSAS RIVER, 30 FEET
 AN1338'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHWEST OF A FENCE,
 AN1338'AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AN1338'STAMPED U 606 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1338'ABOUT 0.5 FOOT ABOVE GROUND.
 AN1338
 AN1338                          STATION RECOVERY (1974)
 AN1338
 AN1338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1338'MARK NOT FOUND.
 AN1338
 AN1338                          STATION RECOVERY (1994)
 AN1338
 AN1338'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1338'MARK NOT FOUND.
 AN1338
 AN1338                          STATION RECOVERY (1999)
 AN1338
 AN1338'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0827 ***********************************************************************
 AH0827  DESIGNATION -  U 607
 AH0827  PID         -  AH0827
 AH0827  STATE/COUNTY-  TX/NUECES
 AH0827  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0827
 AH0827                         *CURRENT SURVEY CONTROL
 AH0827  ___________________________________________________________________
 AH0827* NAD 83(1986)-  27 39 25.     (N)    097 38 02.     (W)     SCALED    
 AH0827* NAVD 88     -        14.052  (meters)      46.10   (feet)  ADJUSTED  
 AH0827  ___________________________________________________________________
 AH0827  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AH0827  DYNAMIC HT  -          14.030 (meters)      46.03  (feet)  COMP
 AH0827  MODELED GRAV-     979,113.8   (mgal)                       NAVD 88
 AH0827
 AH0827  VERT ORDER  -  SECOND    CLASS 0
 AH0827
 AH0827.The horizontal coordinates were scaled from a topographic map and have
 AH0827.an estimated accuracy of +/- 6 seconds.
 AH0827
 AH0827.The orthometric height was determined by differential leveling
 AH0827.and adjusted by the National Geodetic Survey in June 1991..
 AH0827
 AH0827.The geoid height was determined by GEOID03.
 AH0827
 AH0827.The dynamic height is computed by dividing the NAVD 88
 AH0827.geopotential number by the normal gravity value computed on the
 AH0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0827.degrees latitude (g = 980.6199 gals.).
 AH0827
 AH0827.The modeled gravity was interpolated from observed gravity values.
 AH0827
 AH0827;                    North         East    Units  Estimated Accuracy
 AH0827;SPC TX S     - 5,220,800.      385,460.      MT  (+/- 180 meters Scaled)
 AH0827
 AH0827                          SUPERSEDED SURVEY CONTROL
 AH0827
 AH0827  NGVD 29 (??/??/92)   14.196  (m)           46.57   (f) ADJ UNCH    2 0
 AH0827
 AH0827.Superseded values are not recommended for survey control.
 AH0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0827.See file dsdata.txt to determine how the superseded data were derived.
 AH0827
 AH0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR347599(NAD 83)
 AH0827_MARKER: DB = BENCH MARK DISK
 AH0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0827_STAMPING: U 607 1942
 AH0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0827+STABILITY: SURFACE MOTION
 AH0827
 AH0827  HISTORY     - Date     Condition        Report By
 AH0827  HISTORY     - 1942     MONUMENTED       CGS
 AH0827  HISTORY     - 1945     GOOD             NGS
 AH0827  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0827
 AH0827                          STATION DESCRIPTION
 AH0827
 AH0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AH0827'1.0 MI S FROM PETRONILLA.
 AH0827'1.0 MILE SOUTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT PETRONILLA,
 AH0827'NUECES COUNTY, AT A ROAD INTERSECTION, AT THE SOUTH END OF A CURVE,
 AH0827'300 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 50 FEET
 AH0827'EAST OF AND ABOUT 1 FOOT LOWER THAN THE CENTER OF THE MAIN ROAD, 3
 AH0827'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT WEST OF A FENCE.
 AH0827'A STANDARD DISK, STAMPED U 607 1942 AND SET IN THE TOP OF A CONCRETE
 AH0827'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0827
 AH0827                          STATION RECOVERY (2001)
 AH0827
 AH0827'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0810 ***********************************************************************
 AH0810  DESIGNATION -  U 609
 AH0810  PID         -  AH0810
 AH0810  STATE/COUNTY-  TX/NUECES
 AH0810  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0810
 AH0810                         *CURRENT SURVEY CONTROL
 AH0810  ___________________________________________________________________
 AH0810* NAD 83(1986)-  27 40 21.     (N)    097 38 08.     (W)     SCALED    
 AH0810* NAVD 88     -        15.917  (meters)      52.22   (feet)  ADJUSTED  
 AH0810  ___________________________________________________________________
 AH0810  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH0810  DYNAMIC HT  -          15.892 (meters)      52.14  (feet)  COMP
 AH0810  MODELED GRAV-     979,114.3   (mgal)                       NAVD 88
 AH0810
 AH0810  VERT ORDER  -  SECOND    CLASS 0
 AH0810
 AH0810.The horizontal coordinates were scaled from a topographic map and have
 AH0810.an estimated accuracy of +/- 6 seconds.
 AH0810
 AH0810.The orthometric height was determined by differential leveling
 AH0810.and adjusted by the National Geodetic Survey in June 1991..
 AH0810
 AH0810.The geoid height was determined by GEOID03.
 AH0810
 AH0810.The dynamic height is computed by dividing the NAVD 88
 AH0810.geopotential number by the normal gravity value computed on the
 AH0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0810.degrees latitude (g = 980.6199 gals.).
 AH0810
 AH0810.The modeled gravity was interpolated from observed gravity values.
 AH0810
 AH0810;                    North         East    Units  Estimated Accuracy
 AH0810;SPC TX S     - 5,222,530.      385,280.      MT  (+/- 180 meters Scaled)
 AH0810
 AH0810                          SUPERSEDED SURVEY CONTROL
 AH0810
 AH0810  NGVD 29 (??/??/92)   16.059  (m)           52.69   (f) ADJ UNCH    2 0
 AH0810
 AH0810.Superseded values are not recommended for survey control.
 AH0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0810.See file dsdata.txt to determine how the superseded data were derived.
 AH0810
 AH0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR345616(NAD 83)
 AH0810_MARKER: DB = BENCH MARK DISK
 AH0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0810_SP_SET: STEP
 AH0810_STAMPING: U 609 1942
 AH0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0810
 AH0810  HISTORY     - Date     Condition        Report By
 AH0810  HISTORY     - 1942     MONUMENTED       CGS
 AH0810  HISTORY     - 1968     GOOD             USGS
 AH0810  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0810
 AH0810                          STATION DESCRIPTION
 AH0810
 AH0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0810'IN PETRONILLA.
 AH0810'AT PETRONILLA, NUECES COUNTY, AT THE GRADE SCHOOL, AT THE MAIN
 AH0810'ENTRANCE ON THE SOUTHEAST SIDE OF THE SCHOOL, 7 FEET NORTHEAST OF THE
 AH0810'CENTER OF THE ENTRANCE, 6 FEET SOUTHEAST OF THE SOUTHEAST WALL, AND IN
 AH0810'THE TOP OF THE NORTHEAST END OF THE TOP STEP.  A STANDARD DISK,
 AH0810'STAMPED U 609 1942.
 AH0810
 AH0810                          STATION RECOVERY (1968)
 AH0810
 AH0810'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0810'RECOVERED IN GOOD CONDITION.
 AH0810
 AH0810                          STATION RECOVERY (2001)
 AH0810
 AH0810'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0416 ***********************************************************************
 AH0416  DESIGNATION -  U 610
 AH0416  PID         -  AH0416
 AH0416  STATE/COUNTY-  TX/NUECES
 AH0416  USGS QUAD   -  PITA ISLAND (1975)
 AH0416
 AH0416                         *CURRENT SURVEY CONTROL
 AH0416  ___________________________________________________________________
 AH0416* NAD 83(1986)-  27 34 27.     (N)    097 19 20.     (W)     SCALED    
 AH0416* NAVD 88     -         3.037  (meters)       9.96   (feet)  ADJUSTED  
 AH0416  ___________________________________________________________________
 AH0416  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AH0416  DYNAMIC HT  -           3.032 (meters)       9.95  (feet)  COMP
 AH0416  MODELED GRAV-     979,121.7   (mgal)                       NAVD 88
 AH0416
 AH0416  VERT ORDER  -  SECOND    CLASS 0
 AH0416
 AH0416.The horizontal coordinates were scaled from a topographic map and have
 AH0416.an estimated accuracy of +/- 6 seconds.
 AH0416
 AH0416.The orthometric height was determined by differential leveling
 AH0416.and adjusted by the National Geodetic Survey in June 1991..
 AH0416
 AH0416.The geoid height was determined by GEOID03.
 AH0416
 AH0416.The dynamic height is computed by dividing the NAVD 88
 AH0416.geopotential number by the normal gravity value computed on the
 AH0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0416.degrees latitude (g = 980.6199 gals.).
 AH0416
 AH0416.The modeled gravity was interpolated from observed gravity values.
 AH0416
 AH0416;                    North         East    Units  Estimated Accuracy
 AH0416;SPC TX S     - 5,211,880.      416,290.      MT  (+/- 180 meters Scaled)
 AH0416
 AH0416                          SUPERSEDED SURVEY CONTROL
 AH0416
 AH0416  NGVD 29 (??/??/92)    3.183  (m)           10.44   (f) ADJ UNCH    2 0
 AH0416
 AH0416.Superseded values are not recommended for survey control.
 AH0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0416.See file dsdata.txt to determine how the superseded data were derived.
 AH0416
 AH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR656511(NAD 83)
 AH0416_MARKER: DB = BENCH MARK DISK
 AH0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0416_STAMPING: U 610 1942
 AH0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0416+STABILITY: SURFACE MOTION
 AH0416
 AH0416  HISTORY     - Date     Condition        Report By
 AH0416  HISTORY     - 1942     MONUMENTED       CGS
 AH0416  HISTORY     - 1949     GOOD             NGS
 AH0416  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0416  HISTORY     - 19910705 MARK NOT FOUND   USPSQD
 AH0416  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0416
 AH0416                          STATION DESCRIPTION
 AH0416
 AH0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0416'1.2 MI S FROM CORPUS CHRISTI.
 AH0416'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0416'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0416'SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST ALONG LEXINGTON
 AH0416'BOULEVARD (STATE HIGHWAY 358), THENCE 4.4 MILES SOUTHWEST ALONG A ROAD
 AH0416'LEADING TO OUTLYING FIELD 40 (WALDRON FIELD) VIA FLOUR BLUFF SCHOOL TO
 AH0416'THE NORTH GATE OF THE LAURELES DIVISION OF KING RANCH, THENCE 3.3
 AH0416'MILES SOUTH ALONG A ROAD TO THE Y-JUNCTION OF THE CHAPMAN RANCH ROAD,
 AH0416'AND THENCE 0.4 MILE SOUTH ALONG THE LEFT FORK OF THE ROAD. AT THE
 AH0416'JUNCTION OF THE DIRT ROAD LEADING TO THE MATANZA WINDMILL ON THE EAST
 AH0416'SIDE OF THE ROAD, 40 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE
 AH0416'OF THE ROAD, AND 6 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED U
 AH0416'610 1942 AND SET IN THE TOP OF AN 8-INCH CONCRETE POST PROJECTING 0.5
 AH0416'FOOT ABOVE GROUND.  NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE
 AH0416'SOUTH GATE TO CORPUS CHRISTI NAVAL AIR STATION BY GOING 0.6 MILE
 AH0416'SOUTHWEST ALONG STATE HIGHWAY 358, THENCE 4.4 MILES SOUTHWEST ALONG
 AH0416'WALDRON FIELD ROAD TO THE NORTH GATE OF THE LAURELES DIVISION OF KING
 AH0416'RANCH, THENCE 3.3 MILES SOUTH ALONG A ROAD TO THE Y-JUNCTION OF THE
 AH0416'CHAPMAN RANCH-ROAD, AND THENCE 0.4 MILE SOUTH ALONG THE LEFT FORK OF
 AH0416'THE ROAD.
 AH0416
 AH0416                          STATION RECOVERY (1969)
 AH0416
 AH0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0416'MARK NOT FOUND.
 AH0416
 AH0416                          STATION RECOVERY (1991)
 AH0416
 AH0416'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0416'MARK NOT FOUND.
 AH0416
 AH0416                          STATION RECOVERY (2001)
 AH0416
 AH0416'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0991 ***********************************************************************
 AH0991  DESIGNATION -  U 611
 AH0991  PID         -  AH0991
 AH0991  STATE/COUNTY-  TX/KLEBERG
 AH0991  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH0991
 AH0991                         *CURRENT SURVEY CONTROL
 AH0991  ___________________________________________________________________
 AH0991* NAD 83(1986)-  27 33 03.     (N)    097 55 51.     (W)     SCALED    
 AH0991* NAVD 88     -        29.713  (meters)      97.48   (feet)  ADJUSTED  
 AH0991  ___________________________________________________________________
 AH0991  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AH0991  DYNAMIC HT  -          29.667 (meters)      97.33  (feet)  COMP
 AH0991  MODELED GRAV-     979,092.5   (mgal)                       NAVD 88
 AH0991
 AH0991  VERT ORDER  -  SECOND    CLASS 0
 AH0991
 AH0991.The horizontal coordinates were scaled from a topographic map and have
 AH0991.an estimated accuracy of +/- 6 seconds.
 AH0991
 AH0991.The orthometric height was determined by differential leveling
 AH0991.and adjusted by the National Geodetic Survey in June 1991..
 AH0991
 AH0991.The geoid height was determined by GEOID03.
 AH0991
 AH0991.The dynamic height is computed by dividing the NAVD 88
 AH0991.geopotential number by the normal gravity value computed on the
 AH0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0991.degrees latitude (g = 980.6199 gals.).
 AH0991
 AH0991.The modeled gravity was interpolated from observed gravity values.
 AH0991
 AH0991;                    North         East    Units  Estimated Accuracy
 AH0991;SPC TX S     - 5,208,880.      356,210.      MT  (+/- 180 meters Scaled)
 AH0991
 AH0991                          SUPERSEDED SURVEY CONTROL
 AH0991
 AH0991  NGVD 29 (??/??/92)   29.802  (m)           97.78   (f) ADJ UNCH    2 0
 AH0991
 AH0991.Superseded values are not recommended for survey control.
 AH0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0991.See file dsdata.txt to determine how the superseded data were derived.
 AH0991
 AH0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR055479(NAD 83)
 AH0991_MARKER: DB = BENCH MARK DISK
 AH0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0991_STAMPING: U 611 1942
 AH0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0991+STABILITY: SURFACE MOTION
 AH0991
 AH0991  HISTORY     - Date     Condition        Report By
 AH0991  HISTORY     - 1942     MONUMENTED       CGS
 AH0991
 AH0991                          STATION DESCRIPTION
 AH0991
 AH0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0991'4.6 MI NW FROM KINGSVILLE.
 AH0991'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE. PROCEED
 AH0991'WESTERLY ALONG STATE HIGHWAY NO. 141 3.2 MILES.  THENCE NORTHWESTERLY
 AH0991'1.4 MILES ALONG PRIVATE RANCH ROAD TO SITE OF BENCH MARK. BENCH MARK
 AH0991'IS AT FORK IN RANCH ROAD, IN FENCE CORNER, 60.0 FEET WEST OF WOODEN
 AH0991'GATE ON FENCE RUNNING EAST AND WEST, 1.5 FEET EAST OF FENCE RUNNING
 AH0991'NORTH ABOUT 80.0 FEET WEST OF WHERE ROAD FORKS, 4.0 FEET WEST OF 4 X 4
 AH0991'INCH WOODEN MARKER POST AND MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0637 ***********************************************************************
 AH0637  DESIGNATION -  U 612
 AH0637  PID         -  AH0637
 AH0637  STATE/COUNTY-  TX/KLEBERG
 AH0637  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0637
 AH0637                         *CURRENT SURVEY CONTROL
 AH0637  ___________________________________________________________________
 AH0637* NAD 83(1986)-  27 28 47.     (N)    097 57 44.     (W)     SCALED    
 AH0637* NAVD 88     -        29.032  (meters)      95.25   (feet)  ADJUSTED  
 AH0637  ___________________________________________________________________
 AH0637  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AH0637  DYNAMIC HT  -          28.986 (meters)      95.10  (feet)  COMP
 AH0637  MODELED GRAV-     979,088.8   (mgal)                       NAVD 88
 AH0637
 AH0637  VERT ORDER  -  SECOND    CLASS 0
 AH0637
 AH0637.The horizontal coordinates were scaled from a topographic map and have
 AH0637.an estimated accuracy of +/- 6 seconds.
 AH0637
 AH0637.The orthometric height was determined by differential leveling
 AH0637.and adjusted by the National Geodetic Survey in June 1991..
 AH0637
 AH0637.The geoid height was determined by GEOID03.
 AH0637
 AH0637.The dynamic height is computed by dividing the NAVD 88
 AH0637.geopotential number by the normal gravity value computed on the
 AH0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0637.degrees latitude (g = 980.6199 gals.).
 AH0637
 AH0637.The modeled gravity was interpolated from observed gravity values.
 AH0637
 AH0637;                    North         East    Units  Estimated Accuracy
 AH0637;SPC TX S     - 5,200,990.      353,150.      MT  (+/- 180 meters Scaled)
 AH0637
 AH0637                          SUPERSEDED SURVEY CONTROL
 AH0637
 AH0637  NGVD 29 (??/??/92)   29.124  (m)           95.55   (f) ADJ UNCH    2 0
 AH0637
 AH0637.Superseded values are not recommended for survey control.
 AH0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0637.See file dsdata.txt to determine how the superseded data were derived.
 AH0637
 AH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR025399(NAD 83)
 AH0637_MARKER: DB = BENCH MARK DISK
 AH0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0637_STAMPING: U 612 1942
 AH0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0637+STABILITY: SURFACE MOTION
 AH0637
 AH0637  HISTORY     - Date     Condition        Report By
 AH0637  HISTORY     - 1942     MONUMENTED       CGS
 AH0637  HISTORY     - 1975     GOOD             USGS
 AH0637
 AH0637                          STATION DESCRIPTION
 AH0637
 AH0637'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0637'8.0 MI SW FROM KINGSVILLE.
 AH0637'3.2 MI. W. ALONG ST. HWY. 141 AND 4.8 MI. S OF KINGSVILLE ABOUT 5.6
 AH0637'MI. WEST ALONG STATE HWY. 141 FROM THE MAIN ENTRANCE TO THE KING RANCH
 AH0637'ON THE WEST EDGE OF KINGSVILLE, THENCE ABOUT 2.5 MI SOUTH AND SW ALONG
 AH0637'PAVED KING RANCH ROAD, THENCE ABOUT 2.2 MI. S ALONG GRADED ROAD TO
 AH0637'BUMP GATE, THENCE THROUGH GATE ABOUT 2.0 MI. E TO X-RD, THENCE ABOUT
 AH0637'0.5 MI. N, ABOUT 0.1 MI. S OF CALDWELL WINDMILL, AT A POINT WHERE A
 AH0637'FENCE RUNS EAST FROM THE ROAD, AT FENCE CORNER WEST OF ROAD, 3 FT. N
 AH0637'OF CORNER POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 AH0637'PROJECTING ABOUT 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0471 ***********************************************************************
 AH0471  DESIGNATION -  U 613
 AH0471  PID         -  AH0471
 AH0471  STATE/COUNTY-  TX/KLEBERG
 AH0471  USGS QUAD   -  RICARDO (1979)
 AH0471
 AH0471                         *CURRENT SURVEY CONTROL
 AH0471  ___________________________________________________________________
 AH0471* NAD 83(1986)-  27 24 21.     (N)    097 50 59.     (W)     SCALED    
 AH0471* NAVD 88     -        15.242  (meters)      50.01   (feet)  ADJUSTED  
 AH0471  ___________________________________________________________________
 AH0471  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AH0471  DYNAMIC HT  -          15.219 (meters)      49.93  (feet)  COMP
 AH0471  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 AH0471
 AH0471  VERT ORDER  -  FIRST     CLASS II
 AH0471
 AH0471.The horizontal coordinates were scaled from a topographic map and have
 AH0471.an estimated accuracy of +/- 6 seconds.
 AH0471
 AH0471.The orthometric height was determined by differential leveling
 AH0471.and adjusted by the National Geodetic Survey in June 1991..
 AH0471.WARNING-Repeat measurements at this control monument indicate possible
 AH0471.vertical movement.
 AH0471
 AH0471.The geoid height was determined by GEOID03.
 AH0471
 AH0471.The dynamic height is computed by dividing the NAVD 88
 AH0471.geopotential number by the normal gravity value computed on the
 AH0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0471.degrees latitude (g = 980.6199 gals.).
 AH0471
 AH0471.The modeled gravity was interpolated from observed gravity values.
 AH0471
 AH0471;                    North         East    Units  Estimated Accuracy
 AH0471;SPC TX S     - 5,192,850.      364,300.      MT  (+/- 180 meters Scaled)
 AH0471
 AH0471                          SUPERSEDED SURVEY CONTROL
 AH0471
 AH0471  NGVD 29 (??/??/92)   15.350  (m)           50.36   (f) ADJ UNCH    1 2
 AH0471
 AH0471.Superseded values are not recommended for survey control.
 AH0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0471.See file dsdata.txt to determine how the superseded data were derived.
 AH0471
 AH0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR137319(NAD 83)
 AH0471_MARKER: DB = BENCH MARK DISK
 AH0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0471_SP_SET: ABUTMENT
 AH0471_STAMPING: U 613 1942
 AH0471_MARK LOGO: CGS   
 AH0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0471
 AH0471  HISTORY     - Date     Condition        Report By
 AH0471  HISTORY     - 1942     MONUMENTED       CGS
 AH0471  HISTORY     - 1951     GOOD             NGS
 AH0471  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0471  HISTORY     - 1981     GOOD             NGS
 AH0471  HISTORY     - 1987     GOOD             USPSQD
 AH0471  HISTORY     - 1988     POOR             USPSQD
 AH0471
 AH0471                          STATION DESCRIPTION
 AH0471
 AH0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0471'7.7 MI S FROM KINGSVILLE.
 AH0471'7.7 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0471'FROM THE STATION AT KINGSVILLE, 1 POLE SOUTH OF MILEPOST 111, 66 FEET
 AH0471'EAST OF THE NORTHEAST CORNER OF TRESTLE 111.0, 12 FEET WEST OF THE
 AH0471'CENTER LINE OF U.S. HIGHWAY 77, SET IN THE TOP OF THE WEST END OF THE
 AH0471'NORTH ABUTMENT OF A CONCRETE HIGHWAY BRIDGE.  NOTE-- NOW THE SOUTHERN
 AH0471'PACIFIC LINES.
 AH0471
 AH0471                          STATION RECOVERY (1975)
 AH0471
 AH0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0471'MARK NOT FOUND.
 AH0471
 AH0471                          STATION RECOVERY (1981)
 AH0471
 AH0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0471'RECOVERED THIS DATE, A NEW DESCRIPTION FOLLOWS-2.9 KM (1.8 MI)
 AH0471'SOUTH-SOUTHEAST ALONG SIXTH STREET FROM THE POST OFFICE IN KINGSVILLE,
 AH0471'THENCE 5.9 KM (3.65 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 77
 AH0471'BUSINESS, THENCE 5.2 KM (3.2 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 77
 AH0471'SOUTHBOUND, ALSO 14 KM (8.7 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 77
 AH0471'NORTHBOUND FROM THE JUNCTION OF STATE HIGHWAY 285 AND FARM ROAD 771 IN
 AH0471'RIVIERA, SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF THE
 AH0471'CONCRETE HIGHWAY BRIDGE, 6.4 METERS (21.0 FT) WEST OF THE CENTERLINE
 AH0471'OF THE HIGHWAY, 20.1 METERS (66.0 FT) EAST OF THE NORTHEAST CORNER OF
 AH0471'TRESTLE NUMBER 111.0 OF MISSOURI PACIFIC RAILROAD.
 AH0471
 AH0471                          STATION RECOVERY (1987)
 AH0471
 AH0471'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0471'RECOVERED IN GOOD CONDITION.
 AH0471
 AH0471                          STATION RECOVERY (1988)
 AH0471
 AH0471'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0471'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0674 ***********************************************************************
 AH0674  DESIGNATION -  U 614
 AH0674  PID         -  AH0674
 AH0674  STATE/COUNTY-  TX/BROOKS
 AH0674  USGS QUAD   -  LA PALOMA RANCH (1979)
 AH0674
 AH0674                         *CURRENT SURVEY CONTROL
 AH0674  ___________________________________________________________________
 AH0674* NAD 83(1986)-  27 14 14.     (N)    097 59 50.     (W)     SCALED    
 AH0674* NAVD 88     -        22.756  (meters)      74.66   (feet)  ADJUSTED  
 AH0674  ___________________________________________________________________
 AH0674  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH0674  DYNAMIC HT  -          22.721 (meters)      74.54  (feet)  COMP
 AH0674  MODELED GRAV-     979,078.1   (mgal)                       NAVD 88
 AH0674
 AH0674  VERT ORDER  -  SECOND    CLASS 0
 AH0674
 AH0674.The horizontal coordinates were scaled from a topographic map and have
 AH0674.an estimated accuracy of +/- 6 seconds.
 AH0674
 AH0674.The orthometric height was determined by differential leveling
 AH0674.and adjusted by the National Geodetic Survey in June 1991..
 AH0674
 AH0674.The geoid height was determined by GEOID03.
 AH0674
 AH0674.The dynamic height is computed by dividing the NAVD 88
 AH0674.geopotential number by the normal gravity value computed on the
 AH0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0674.degrees latitude (g = 980.6199 gals.).
 AH0674
 AH0674.The modeled gravity was interpolated from observed gravity values.
 AH0674
 AH0674;                    North         East    Units  Estimated Accuracy
 AH0674;SPC TX S     - 5,174,100.      349,790.      MT  (+/- 180 meters Scaled)
 AH0674
 AH0674                          SUPERSEDED SURVEY CONTROL
 AH0674
 AH0674  NGVD 29 (??/??/92)   22.872  (m)           75.04   (f) ADJ UNCH    2 0
 AH0674
 AH0674.Superseded values are not recommended for survey control.
 AH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0674.See file dsdata.txt to determine how the superseded data were derived.
 AH0674
 AH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR992131(NAD 83)
 AH0674_MARKER: DB = BENCH MARK DISK
 AH0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0674_STAMPING: U 614 1942
 AH0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0674+STABILITY: SURFACE MOTION
 AH0674
 AH0674  HISTORY     - Date     Condition        Report By
 AH0674  HISTORY     - 1942     MONUMENTED       CGS
 AH0674  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0674
 AH0674                          STATION DESCRIPTION
 AH0674
 AH0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0674'9.9 MI SE FROM FALFURRIAS.
 AH0674'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 8.9 MILES
 AH0674'EASTERLY ALONG STATE HIGHWAY NO. 285 TO THE INTERSECTION OF ROAD
 AH0674'LEADING SOUTH ONTO RANCH.  THENCE, GO 1.1 (STADIA) MILES SOUTHERLY
 AH0674'ALONG RANCH ROAD TO THE SITE OF THE BENCH MARK. BENCH MARK IS ABOUT
 AH0674'1.0 MILE SOUTH OF INTERSECTION OF STATE HIGHWAY NO. 285, 42.0 FEET
 AH0674'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT
 AH0674'IS 14.0 FEET EAST OF A MESQUITE TREE AND 3.0 FEET NORTH OF A 4X4-INCH
 AH0674'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH0674
 AH0674                          STATION RECOVERY (1975)
 AH0674
 AH0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0703 ***********************************************************************
 AH0703  DESIGNATION -  U 615
 AH0703  PID         -  AH0703
 AH0703  STATE/COUNTY-  TX/KENEDY
 AH0703  USGS QUAD   -  SARITA SW (1979)
 AH0703
 AH0703                         *CURRENT SURVEY CONTROL
 AH0703  ___________________________________________________________________
 AH0703* NAD 83(1986)-  27 04 27.     (N)    097 57 41.     (W)     SCALED    
 AH0703* NAVD 88     -        20.471  (meters)      67.16   (feet)  ADJUSTED  
 AH0703  ___________________________________________________________________
 AH0703  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AH0703  DYNAMIC HT  -          20.439 (meters)      67.06  (feet)  COMP
 AH0703  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 AH0703
 AH0703  VERT ORDER  -  SECOND    CLASS 0
 AH0703
 AH0703.The horizontal coordinates were scaled from a topographic map and have
 AH0703.an estimated accuracy of +/- 6 seconds.
 AH0703
 AH0703.The orthometric height was determined by differential leveling
 AH0703.and adjusted by the National Geodetic Survey in June 1991..
 AH0703
 AH0703.The geoid height was determined by GEOID03.
 AH0703
 AH0703.The dynamic height is computed by dividing the NAVD 88
 AH0703.geopotential number by the normal gravity value computed on the
 AH0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0703.degrees latitude (g = 980.6199 gals.).
 AH0703
 AH0703.The modeled gravity was interpolated from observed gravity values.
 AH0703
 AH0703;                    North         East    Units  Estimated Accuracy
 AH0703;SPC TX S     - 5,156,050.      353,420.      MT  (+/- 180 meters Scaled)
 AH0703
 AH0703                          SUPERSEDED SURVEY CONTROL
 AH0703
 AH0703  NGVD 29 (??/??/92)   20.572  (m)           67.49   (f) ADJ UNCH    2 0
 AH0703
 AH0703.Superseded values are not recommended for survey control.
 AH0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0703.See file dsdata.txt to determine how the superseded data were derived.
 AH0703
 AH0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ029950(NAD 83)
 AH0703_MARKER: DB = BENCH MARK DISK
 AH0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0703_STAMPING: U 615 1942
 AH0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0703+STABILITY: SURFACE MOTION
 AH0703
 AH0703  HISTORY     - Date     Condition        Report By
 AH0703  HISTORY     - 1942     MONUMENTED       CGS
 AH0703  HISTORY     - 1975     GOOD             USGS
 AH0703
 AH0703                          STATION DESCRIPTION
 AH0703
 AH0703'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0703'12.0 MI E FROM BARROSO.
 AH0703'4.8 MILES SOUTH ALONG FARM AND MARKET ROAD 2191 FROM THE INTERSECTION
 AH0703'OF 2191 AND STATE HWY 285, THROUGH GATE INTO MARIPOSA RANCH, 5.7 MILES
 AH0703'SOUTH ALONG PRIVATE PAVED ROAD, THEN EAST ALONG CALICHE ROAD FOR 4.1
 AH0703'MILES, ACROSS CATTLE GUARD, THEN NORTH ALONG TRACK ROAD FOR 0.6 MILE
 AH0703'TO PIPELINE SCAR NEAR FENCE CORNER, SE ALONG PIPELINE 0.15 MILE. BM IS
 AH0703'150 FEET NORTH AT A LONE TREE.  A DISK SET IN A CONCRETE POST 0.5 FOOT
 AH0703'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0236 ***********************************************************************
 AE0236  DESIGNATION -  U 616
 AE0236  PID         -  AE0236
 AE0236  STATE/COUNTY-  TX/BROOKS
 AE0236  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE0236
 AE0236                         *CURRENT SURVEY CONTROL
 AE0236  ___________________________________________________________________
 AE0236* NAD 83(1986)-  26 57 23.     (N)    098 06 45.     (W)     SCALED    
 AE0236* NAVD 88     -        36.598  (meters)     120.07   (feet)  ADJUSTED  
 AE0236  ___________________________________________________________________
 AE0236  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AE0236  DYNAMIC HT  -          36.539 (meters)     119.88  (feet)  COMP
 AE0236  MODELED GRAV-     979,054.6   (mgal)                       NAVD 88
 AE0236
 AE0236  VERT ORDER  -  SECOND    CLASS 0
 AE0236
 AE0236.The horizontal coordinates were scaled from a topographic map and have
 AE0236.an estimated accuracy of +/- 6 seconds.
 AE0236
 AE0236.The orthometric height was determined by differential leveling
 AE0236.and adjusted by the National Geodetic Survey in June 1991..
 AE0236
 AE0236.The geoid height was determined by GEOID03.
 AE0236
 AE0236.The dynamic height is computed by dividing the NAVD 88
 AE0236.geopotential number by the normal gravity value computed on the
 AE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0236.degrees latitude (g = 980.6199 gals.).
 AE0236
 AE0236.The modeled gravity was interpolated from observed gravity values.
 AE0236
 AE0236;                    North         East    Units  Estimated Accuracy
 AE0236;SPC TX S     - 5,142,950.      338,470.      MT  (+/- 180 meters Scaled)
 AE0236
 AE0236                          SUPERSEDED SURVEY CONTROL
 AE0236
 AE0236  NGVD 29 (??/??/92)   36.70   (m)          120.4    (f) COMPUTED    2 0
 AE0236
 AE0236.Superseded values are not recommended for survey control.
 AE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0236.See file dsdata.txt to determine how the superseded data were derived.
 AE0236
 AE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ880819(NAD 83)
 AE0236_MARKER: DB = BENCH MARK DISK
 AE0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0236_STAMPING: U 616 1942
 AE0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0236+STABILITY: SURFACE MOTION
 AE0236
 AE0236  HISTORY     - Date     Condition        Report By
 AE0236  HISTORY     - 1942     MONUMENTED       CGS
 AE0236  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0236
 AE0236                          STATION DESCRIPTION
 AE0236
 AE0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0236'2.3 MI E FROM ENCINO.
 AE0236'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AE0236'U.S. HIGHWAY NO. 281 TO THE INTERSECTION OF RANCH ROAD LEADING EAST.
 AE0236'THENCE, GO 1.8 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AE0236'BENCH MARK.  BENCH MARK IS ABOUT 65.0 FEET SOUTHEAST OF A CURVE, 30.0
 AE0236'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0236'ROAD.  IT IS 5.0 FEET NORTH OF A TELEPHONE POLE AND 4.0 FEET WEST OF A
 AE0236'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0236
 AE0236                          STATION RECOVERY (1962)
 AE0236
 AE0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0944 ***********************************************************************
 AB0944  DESIGNATION -  U 617
 AB0944  PID         -  AB0944
 AB0944  STATE/COUNTY-  TX/KENEDY
 AB0944  USGS QUAD   -  ARMSTRONG (1982)
 AB0944
 AB0944                         *CURRENT SURVEY CONTROL
 AB0944  ___________________________________________________________________
 AB0944* NAD 83(1986)-  26 54 33.     (N)    097 47 28.     (W)     SCALED    
 AB0944* NAVD 88     -         6.738  (meters)      22.11   (feet)  ADJUSTED  
 AB0944  ___________________________________________________________________
 AB0944  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AB0944  DYNAMIC HT  -           6.728 (meters)      22.07  (feet)  COMP
 AB0944  MODELED GRAV-     979,074.9   (mgal)                       NAVD 88
 AB0944
 AB0944  VERT ORDER  -  FIRST     CLASS II
 AB0944
 AB0944.The horizontal coordinates were scaled from a topographic map and have
 AB0944.an estimated accuracy of +/- 6 seconds.
 AB0944
 AB0944.The orthometric height was determined by differential leveling
 AB0944.and adjusted by the National Geodetic Survey in June 1991..
 AB0944
 AB0944.The geoid height was determined by GEOID03.
 AB0944
 AB0944.The dynamic height is computed by dividing the NAVD 88
 AB0944.geopotential number by the normal gravity value computed on the
 AB0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0944.degrees latitude (g = 980.6199 gals.).
 AB0944
 AB0944.The modeled gravity was interpolated from observed gravity values.
 AB0944
 AB0944;                    North         East    Units  Estimated Accuracy
 AB0944;SPC TX S     - 5,137,860.      370,410.      MT  (+/- 180 meters Scaled)
 AB0944
 AB0944                          SUPERSEDED SURVEY CONTROL
 AB0944
 AB0944.No superseded survey control is available for this station.
 AB0944
 AB0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ200769(NAD 83)
 AB0944_MARKER: DB = BENCH MARK DISK
 AB0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0944_STAMPING: U 617 1942
 AB0944_MARK LOGO: CGS   
 AB0944_PROJECTION: PROJECTING 8 CENTIMETERS
 AB0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0944+STABILITY: SURFACE MOTION
 AB0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0944+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AB0944
 AB0944  HISTORY     - Date     Condition        Report By
 AB0944  HISTORY     - 1942     MONUMENTED       CGS
 AB0944  HISTORY     - 1951     GOOD             NGS
 AB0944  HISTORY     - 1981     GOOD             NGS
 AB0944  HISTORY     - 1988     GOOD             USPSQD
 AB0944  HISTORY     - 20040203 GOOD             USPSQD
 AB0944
 AB0944                          STATION DESCRIPTION
 AB0944
 AB0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0944'1.0 MI S FROM ARMSTRONG.
 AB0944'1.0 MILE SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0944'FROM THE STATION AT ARMSTRONG, 103 FEET NORTHEAST OF AND ACROSS THE
 AB0944'TRACK FROM MILEPOST 76, 109 FEET WEST OF THE CENTER LINE OF U.S.
 AB0944'HIGHWAY 77, 49 FEET EAST OF THE EAST RAIL, 2 FEET NORTH OF A WITNESS
 AB0944'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AB0944'THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0944
 AB0944                          STATION RECOVERY (1981)
 AB0944
 AB0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0944'35.6 KM (22.1 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB0944'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, AT SOUTHERN PACIFIC
 AB0944'RAILROAD MILEPOST 76 ON THE WEST SIDE OF THE TRACKS, 1.8 KM (1.1 MI)
 AB0944'SOUTH OF THE ARMSTRONG RAILROAD STATION SIGN, ABOUT 122.0 METERS
 AB0944'(400.0 FT) SOUTH OF A 3.0 METERS (10.0 FT) TALL TELEPHONE POLE WITH A
 AB0944'WARNING SIGN ATTACHED ABOUT 0.46 METERS (1.5 FT) BELOW THE TOP,
 AB0944'33.2 METERS (109 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 AB0944'24.6 METERS (81.0 FT) NORTHEAST AND ACROSS THE RAILROAD TRACKS FROM
 AB0944'MILEPOST 76, 14.9 METERS (49.0 FT) EAST OF THE EAST RAIL, 29.2 METERS
 AB0944'(96.0 FT) SOUTH-SOUTHEAST OF A METAL RAILROAD POST AND SIGN WITH THE
 AB0944'LETTER S ATTACHED.
 AB0944'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AB0944'THE MARK IS 0.6 M BELOW THE RAILROAD TRACKS.
 AB0944
 AB0944                          STATION RECOVERY (1988)
 AB0944
 AB0944'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0944'RECOVERED IN GOOD CONDITION.
 AB0944
 AB0944                          STATION RECOVERY (2004)
 AB0944
 AB0944'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0094 ***********************************************************************
 AE0094  DESIGNATION -  U 618
 AE0094  PID         -  AE0094
 AE0094  STATE/COUNTY-  TX/HIDALGO
 AE0094  USGS QUAD   -  LINN NE (1982)
 AE0094
 AE0094                         *CURRENT SURVEY CONTROL
 AE0094  ___________________________________________________________________
 AE0094* NAD 83(1986)-  26 44 16.     (N)    098 01 38.     (W)     SCALED    
 AE0094* NAVD 88     -        16.215  (meters)      53.20   (feet)  ADJUSTED  
 AE0094  ___________________________________________________________________
 AE0094  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AE0094  DYNAMIC HT  -          16.189 (meters)      53.11  (feet)  COMP
 AE0094  MODELED GRAV-     979,050.6   (mgal)                       NAVD 88
 AE0094
 AE0094  VERT ORDER  -  SECOND    CLASS 0
 AE0094
 AE0094.The horizontal coordinates were scaled from a topographic map and have
 AE0094.an estimated accuracy of +/- 6 seconds.
 AE0094
 AE0094.The orthometric height was determined by differential leveling
 AE0094.and adjusted by the National Geodetic Survey in June 1991..
 AE0094
 AE0094.The geoid height was determined by GEOID03.
 AE0094
 AE0094.The dynamic height is computed by dividing the NAVD 88
 AE0094.geopotential number by the normal gravity value computed on the
 AE0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0094.degrees latitude (g = 980.6199 gals.).
 AE0094
 AE0094.The modeled gravity was interpolated from observed gravity values.
 AE0094
 AE0094;                    North         East    Units  Estimated Accuracy
 AE0094;SPC TX S     - 5,118,760.      347,030.      MT  (+/- 180 meters Scaled)
 AE0094
 AE0094                          SUPERSEDED SURVEY CONTROL
 AE0094
 AE0094  NGVD 29 (??/??/92)   16.33   (m)           53.6    (f) COMPUTED    2 0
 AE0094
 AE0094.Superseded values are not recommended for survey control.
 AE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0094.See file dsdata.txt to determine how the superseded data were derived.
 AE0094
 AE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ967577(NAD 83)
 AE0094_MARKER: DB = BENCH MARK DISK
 AE0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0094_STAMPING: U 618 1942
 AE0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0094+STABILITY: SURFACE MOTION
 AE0094
 AE0094  HISTORY     - Date     Condition        Report By
 AE0094  HISTORY     - 1942     MONUMENTED       CGS
 AE0094  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0094  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0094
 AE0094                          STATION DESCRIPTION
 AE0094
 AE0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0094'15.4 MI SE FROM RACHAL.
 AE0094'TO REACH FROM THE POST OFFICE AT RACHAL-- PROCEED 10.5 MILES SOUTHERLY
 AE0094'ALONG U. S. HIGHWAY NO 281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AE0094'THENCE, GO 4.9 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AE0094'BENCH MARK.  BENCH MARK IS ABOUT 250.0 FEET SOUTH OF AN EAST-WEST
 AE0094'FENCE LINE, 66.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0094'CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0094'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0094
 AE0094                          STATION RECOVERY (1962)
 AE0094
 AE0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0094'MARK NOT FOUND.
 AE0094
 AE0094                          STATION RECOVERY (1992)
 AE0094
 AE0094'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0779 ***********************************************************************
 AJ0779  DESIGNATION -  U 62
 AJ0779  PID         -  AJ0779
 AJ0779  STATE/COUNTY-  TX/WEBB
 AJ0779  USGS QUAD   -  LAREDO EAST (1980)
 AJ0779
 AJ0779                         *CURRENT SURVEY CONTROL
 AJ0779  ___________________________________________________________________
 AJ0779* NAD 83(1986)-  27 30 04.     (N)    099 28 10.     (W)     SCALED    
 AJ0779* NAVD 88     -       116.390  (meters)     381.86   (feet)  POSTED    
 AJ0779  ___________________________________________________________________
 AJ0779  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AJ0779  DYNAMIC HT  -         116.210 (meters)     381.27  (feet)  COMP
 AJ0779  MODELED GRAV-     979,064.1   (mgal)                       NAVD 88
 AJ0779
 AJ0779  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0779
 AJ0779.The horizontal coordinates were scaled from a topographic map and have
 AJ0779.an estimated accuracy of +/- 6 seconds.
 AJ0779
 AJ0779.The orthometric height was determined by differential leveling
 AJ0779.and adjusted by the National Geodetic Survey in 1992..
 AJ0779.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0779.rate of 0.0 thru 1.0 mm/km.
 AJ0779
 AJ0779.The geoid height was determined by GEOID03.
 AJ0779
 AJ0779.The dynamic height is computed by dividing the NAVD 88
 AJ0779.geopotential number by the normal gravity value computed on the
 AJ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0779.degrees latitude (g = 980.6199 gals.).
 AJ0779
 AJ0779.The modeled gravity was interpolated from observed gravity values.
 AJ0779
 AJ0779;                    North         East    Units  Estimated Accuracy
 AJ0779;SPC TX S     - 5,203,610.      204,220.      MT  (+/- 180 meters Scaled)
 AJ0779
 AJ0779                          SUPERSEDED SURVEY CONTROL
 AJ0779
 AJ0779.No superseded survey control is available for this station.
 AJ0779
 AJ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR536420(NAD 83)
 AJ0779_MARKER: DB = BENCH MARK DISK
 AJ0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0779_SP_SET: ABUTMENT
 AJ0779_STAMPING: U 62 1919
 AJ0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0779
 AJ0779  HISTORY     - Date     Condition        Report By
 AJ0779  HISTORY     - 1919     MONUMENTED       CGS
 AJ0779  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0779
 AJ0779                          STATION DESCRIPTION
 AJ0779
 AJ0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0779'2.0 MI E FROM LAREDO.
 AJ0779'ABOUT 2 MILES EAST OF LAREDO, WEBB CO., AT THE LONG STEEL BRIDGE ON
 AJ0779'THE LAREDO-ZAPATA HIGHWAY, IN THE SOUTHWEST CONCRETE ABUTMENT.  A
 AJ0779'STANDARD DISK, STAMPED U 62 1919.  NOTE-- THE STEEL BRIDGE HAS BEEN
 AJ0779'REPLACED WITH A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1150 ***********************************************************************
 AB1150  DESIGNATION -  U 620
 AB1150  PID         -  AB1150
 AB1150  STATE/COUNTY-  TX/WILLACY
 AB1150  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1150
 AB1150                         *CURRENT SURVEY CONTROL
 AB1150  ___________________________________________________________________
 AB1150* NAD 83(1986)-  26 34 10.     (N)    097 53 39.     (W)     SCALED    
 AB1150* NAVD 88     -        14.264  (meters)      46.80   (feet)  ADJUSTED  
 AB1150  ___________________________________________________________________
 AB1150  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AB1150  DYNAMIC HT  -          14.241 (meters)      46.72  (feet)  COMP
 AB1150  MODELED GRAV-     979,047.8   (mgal)                       NAVD 88
 AB1150
 AB1150  VERT ORDER  -  SECOND    CLASS 0
 AB1150
 AB1150.The horizontal coordinates were scaled from a topographic map and have
 AB1150.an estimated accuracy of +/- 6 seconds.
 AB1150
 AB1150.The orthometric height was determined by differential leveling
 AB1150.and adjusted by the National Geodetic Survey in June 1991..
 AB1150
 AB1150.The geoid height was determined by GEOID03.
 AB1150
 AB1150.The dynamic height is computed by dividing the NAVD 88
 AB1150.geopotential number by the normal gravity value computed on the
 AB1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1150.degrees latitude (g = 980.6199 gals.).
 AB1150
 AB1150.The modeled gravity was interpolated from observed gravity values.
 AB1150
 AB1150;                    North         East    Units  Estimated Accuracy
 AB1150;SPC TX S     - 5,100,170.      360,350.      MT  (+/- 180 meters Scaled)
 AB1150
 AB1150                          SUPERSEDED SURVEY CONTROL
 AB1150
 AB1150  NGVD 29 (??/??/92)   14.349  (m)           47.08   (f) ADJ UNCH    2 0
 AB1150
 AB1150.Superseded values are not recommended for survey control.
 AB1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1150.See file dsdata.txt to determine how the superseded data were derived.
 AB1150
 AB1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ101392(NAD 83)
 AB1150_MARKER: DB = BENCH MARK DISK
 AB1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1150_STAMPING: U 620 1942
 AB1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1150+STABILITY: SURFACE MOTION
 AB1150
 AB1150  HISTORY     - Date     Condition        Report By
 AB1150  HISTORY     - 1942     MONUMENTED       CGS
 AB1150  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AB1150
 AB1150                          STATION DESCRIPTION
 AB1150
 AB1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1150'11.3 MI NW FROM RAYMONDVILLE.
 AB1150'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1150'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO. 186, THENCE
 AB1150'NORTHERLY 2.5 MILES, THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1150'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 4. MILES ALONG
 AB1150'RANCH ROAD LEADING TO LA TORDILLA RANCH TO THE SITE OF THE BENCH MARK.
 AB1150'BENCH MARK IS IN FENCE CORNER ABOUT 400. FEET SOUTH OF LA TORDILLA
 AB1150'RANCH HOUSE AND 5. FEET NORTH OF CORNER POST.  IT IS 1. FOOT WEST OF
 AB1150'FENCE, ABOUT 95. FEET SOUTH OF GATE AND 2.5 FEET SOUTH OF A 4X4-INCH
 AB1150'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 AB1150
 AB1150                          STATION RECOVERY (2004)
 AB1150
 AB1150'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0366 ***********************************************************************
 AJ0366  DESIGNATION -  U 621
 AJ0366  PID         -  AJ0366
 AJ0366  STATE/COUNTY-  TX/DUVAL
 AJ0366  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0366
 AJ0366                         *CURRENT SURVEY CONTROL
 AJ0366  ___________________________________________________________________
 AJ0366* NAD 83(1986)-  27 28 44.     (N)    098 24 27.     (W)     SCALED    
 AJ0366* NAVD 88     -       109.133  (meters)     358.05   (feet)  ADJUSTED  
 AJ0366  ___________________________________________________________________
 AJ0366  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AJ0366  DYNAMIC HT  -         108.961 (meters)     357.48  (feet)  COMP
 AJ0366  MODELED GRAV-     979,070.3   (mgal)                       NAVD 88
 AJ0366
 AJ0366  VERT ORDER  -  SECOND    CLASS 0
 AJ0366
 AJ0366.The horizontal coordinates were scaled from a topographic map and have
 AJ0366.an estimated accuracy of +/- 6 seconds.
 AJ0366
 AJ0366.The orthometric height was determined by differential leveling
 AJ0366.and adjusted by the National Geodetic Survey in June 1991..
 AJ0366
 AJ0366.The geoid height was determined by GEOID03.
 AJ0366
 AJ0366.The dynamic height is computed by dividing the NAVD 88
 AJ0366.geopotential number by the normal gravity value computed on the
 AJ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0366.degrees latitude (g = 980.6199 gals.).
 AJ0366
 AJ0366.The modeled gravity was interpolated from observed gravity values.
 AJ0366
 AJ0366;                    North         East    Units  Estimated Accuracy
 AJ0366;SPC TX S     - 5,200,790.      309,140.      MT  (+/- 180 meters Scaled)
 AJ0366
 AJ0366                          SUPERSEDED SURVEY CONTROL
 AJ0366
 AJ0366  NGVD 29 (??/??/92)  109.213  (m)          358.31   (f) ADJ UNCH    2 0
 AJ0366
 AJ0366.Superseded values are not recommended for survey control.
 AJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0366.See file dsdata.txt to determine how the superseded data were derived.
 AJ0366
 AJ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR585396(NAD 83)
 AJ0366_MARKER: DB = BENCH MARK DISK
 AJ0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0366_SP_SET: CULVERT
 AJ0366_STAMPING: U 621 1942
 AJ0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0366
 AJ0366  HISTORY     - Date     Condition        Report By
 AJ0366  HISTORY     - 1942     MONUMENTED       CGS
 AJ0366
 AJ0366                          STATION DESCRIPTION
 AJ0366
 AJ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0366'8.8 MI S FROM BENAVIDES.
 AJ0366'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0366'BENAVIDES-- PROCEED 8.8 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339 TO
 AJ0366'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.85 MILE SOUTH OF AN
 AJ0366'OIL WELL, 16.0 FEET EAST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF
 AJ0366'THE HIGHWAY.  IT IS SET HORIZONTALLY IN THE CENTER OF THE EAST
 AJ0366'HEADWALL OF A 4X4-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0084 ***********************************************************************
 AJ0084  DESIGNATION -  U 622
 AJ0084  PID         -  AJ0084
 AJ0084  STATE/COUNTY-  TX/JIM WELLS
 AJ0084  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0084
 AJ0084                         *CURRENT SURVEY CONTROL
 AJ0084  ___________________________________________________________________
 AJ0084* NAD 83(1986)-  27 34 53.     (N)    098 05 35.     (W)     SCALED    
 AJ0084* NAVD 88     -        50.322  (meters)     165.10   (feet)  ADJUSTED  
 AJ0084  ___________________________________________________________________
 AJ0084  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AJ0084  DYNAMIC HT  -          50.243 (meters)     164.84  (feet)  COMP
 AJ0084  MODELED GRAV-     979,087.3   (mgal)                       NAVD 88
 AJ0084
 AJ0084  VERT ORDER  -  SECOND    CLASS 0
 AJ0084
 AJ0084.The horizontal coordinates were scaled from a topographic map and have
 AJ0084.an estimated accuracy of +/- 6 seconds.
 AJ0084
 AJ0084.The orthometric height was determined by differential leveling
 AJ0084.and adjusted by the National Geodetic Survey in June 1991..
 AJ0084
 AJ0084.The geoid height was determined by GEOID03.
 AJ0084
 AJ0084.The dynamic height is computed by dividing the NAVD 88
 AJ0084.geopotential number by the normal gravity value computed on the
 AJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0084.degrees latitude (g = 980.6199 gals.).
 AJ0084
 AJ0084.The modeled gravity was interpolated from observed gravity values.
 AJ0084
 AJ0084;                    North         East    Units  Estimated Accuracy
 AJ0084;SPC TX S     - 5,212,200.      340,180.      MT  (+/- 180 meters Scaled)
 AJ0084
 AJ0084                          SUPERSEDED SURVEY CONTROL
 AJ0084
 AJ0084  NGVD 29 (??/??/92)   50.422  (m)          165.43   (f) ADJ UNCH    2 0
 AJ0084
 AJ0084.Superseded values are not recommended for survey control.
 AJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0084.See file dsdata.txt to determine how the superseded data were derived.
 AJ0084
 AJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR895511(NAD 83)
 AJ0084_MARKER: DB = BENCH MARK DISK
 AJ0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0084_SP_SET: BRIDGE
 AJ0084_STAMPING: U 622 1942
 AJ0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0084
 AJ0084  HISTORY     - Date     Condition        Report By
 AJ0084  HISTORY     - 1942     MONUMENTED       CGS
 AJ0084
 AJ0084                          STATION DESCRIPTION
 AJ0084
 AJ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0084'11.8 MI S FROM ALICE.
 AJ0084'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0084'11.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE SITE OF
 AJ0084'THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF INTERSECTION OF
 AJ0084'TRACK ROAD LEADING WEST TO PALITO BLANCO, SET HORIZONTALLY IN THE WEST
 AJ0084'WINGWALL AT THE SOUTH END OF CONCRETE STATE HIGHWAY NO. 281 BRIDGE. IT
 AJ0084'IS ABOUT 2 POLES NORTH OF MILE POLE NO. 55 AND 21.0 FEET WEST OF AND
 AJ0084'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0326 ***********************************************************************
 AJ0326  DESIGNATION -  U 623
 AJ0326  PID         -  AJ0326
 AJ0326  STATE/COUNTY-  TX/JIM WELLS
 AJ0326  USGS QUAD   -  PREMONT WEST (1963)
 AJ0326
 AJ0326                         *CURRENT SURVEY CONTROL
 AJ0326  ___________________________________________________________________
 AJ0326* NAD 83(1986)-  27 21 05.     (N)    098 13 46.     (W)     SCALED    
 AJ0326* NAVD 88     -        62.418  (meters)     204.78   (feet)  ADJUSTED  
 AJ0326  ___________________________________________________________________
 AJ0326  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AJ0326  DYNAMIC HT  -          62.319 (meters)     204.46  (feet)  COMP
 AJ0326  MODELED GRAV-     979,070.4   (mgal)                       NAVD 88
 AJ0326
 AJ0326  VERT ORDER  -  SECOND    CLASS 0
 AJ0326
 AJ0326.The horizontal coordinates were scaled from a topographic map and have
 AJ0326.an estimated accuracy of +/- 6 seconds.
 AJ0326
 AJ0326.The orthometric height was determined by differential leveling
 AJ0326.and adjusted by the National Geodetic Survey in June 1991..
 AJ0326
 AJ0326.The geoid height was determined by GEOID03.
 AJ0326
 AJ0326.The dynamic height is computed by dividing the NAVD 88
 AJ0326.geopotential number by the normal gravity value computed on the
 AJ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0326.degrees latitude (g = 980.6199 gals.).
 AJ0326
 AJ0326.The modeled gravity was interpolated from observed gravity values.
 AJ0326
 AJ0326;                    North         East    Units  Estimated Accuracy
 AJ0326;SPC TX S     - 5,186,680.      326,770.      MT  (+/- 180 meters Scaled)
 AJ0326
 AJ0326                          SUPERSEDED SURVEY CONTROL
 AJ0326
 AJ0326  NGVD 29 (??/??/92)   62.53   (m)          205.2    (f) COMPUTED    2 0
 AJ0326
 AJ0326.Superseded values are not recommended for survey control.
 AJ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0326.See file dsdata.txt to determine how the superseded data were derived.
 AJ0326
 AJ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR762255(NAD 83)
 AJ0326_MARKER: DB = BENCH MARK DISK
 AJ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0326_STAMPING: U 623 1942
 AJ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0326+STABILITY: SURFACE MOTION
 AJ0326
 AJ0326  HISTORY     - Date     Condition        Report By
 AJ0326  HISTORY     - 1942     MONUMENTED       CGS
 AJ0326  HISTORY     - 1963     GOOD             USGS
 AJ0326
 AJ0326                          STATION DESCRIPTION
 AJ0326
 AJ0326'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AJ0326'6.0 MI W FROM PREMONT.
 AJ0326'ABOUT 6.0 MILES WEST OF PREMONT, JIM WELLS COUNTY, ALONG S.W. 7 TH.
 AJ0326'STA WITH ITS INTERSECTION WITH U.S. 281, THENCE ABOUT 0.6 MILES NORTH,
 AJ0326'400 FEET NORTH OF A WINDMILL ON EAST SIDE OF ROAD, 21 FEET EAST OF THE
 AJ0326'CENTER LINE OF THE ROAD, 12 FEET SOUTH OF A FENCE CORNER AND 1 FOOT
 AJ0326'EAST OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 623 1942 AND
 AJ0326'SET IN THE TOP OF A CONCRETE POST, PROJECTING ABOUT 0.5 FEET ABOVE THE
 AJ0326'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0435 ***********************************************************************
 AJ0435  DESIGNATION -  U 625
 AJ0435  PID         -  AJ0435
 AJ0435  STATE/COUNTY-  TX/BROOKS
 AJ0435  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0435
 AJ0435                         *CURRENT SURVEY CONTROL
 AJ0435  ___________________________________________________________________
 AJ0435* NAD 83(1986)-  27 08 11.     (N)    098 25 33.     (W)     SCALED    
 AJ0435* NAVD 88     -       106.059  (meters)     347.96   (feet)  ADJUSTED  
 AJ0435  ___________________________________________________________________
 AJ0435  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AJ0435  DYNAMIC HT  -         105.889 (meters)     347.40  (feet)  COMP
 AJ0435  MODELED GRAV-     979,048.2   (mgal)                       NAVD 88
 AJ0435
 AJ0435  VERT ORDER  -  SECOND    CLASS 0
 AJ0435
 AJ0435.The horizontal coordinates were scaled from a topographic map and have
 AJ0435.an estimated accuracy of +/- 6 seconds.
 AJ0435
 AJ0435.The orthometric height was determined by differential leveling
 AJ0435.and adjusted by the National Geodetic Survey in June 1991..
 AJ0435
 AJ0435.The geoid height was determined by GEOID03.
 AJ0435
 AJ0435.The dynamic height is computed by dividing the NAVD 88
 AJ0435.geopotential number by the normal gravity value computed on the
 AJ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0435.degrees latitude (g = 980.6199 gals.).
 AJ0435
 AJ0435.The modeled gravity was interpolated from observed gravity values.
 AJ0435
 AJ0435;                    North         East    Units  Estimated Accuracy
 AJ0435;SPC TX S     - 5,162,840.      307,350.      MT  (+/- 180 meters Scaled)
 AJ0435
 AJ0435                          SUPERSEDED SURVEY CONTROL
 AJ0435
 AJ0435  NGVD 29 (??/??/92)  106.126  (m)          348.18   (f) ADJ UNCH    2 0
 AJ0435
 AJ0435.Superseded values are not recommended for survey control.
 AJ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0435.See file dsdata.txt to determine how the superseded data were derived.
 AJ0435
 AJ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR568016(NAD 83)
 AJ0435_MARKER: DB = BENCH MARK DISK
 AJ0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0435_STAMPING: U 625 1942
 AJ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0435+STABILITY: SURFACE MOTION
 AJ0435
 AJ0435  HISTORY     - Date     Condition        Report By
 AJ0435  HISTORY     - 1942     MONUMENTED       CGS
 AJ0435  HISTORY     - 1969     GOOD             USGS
 AJ0435
 AJ0435                          STATION DESCRIPTION
 AJ0435
 AJ0435'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0435'23.9 MI SE FROM HEBBRENVILLE.
 AJ0435'IN BROOKS COUNTY, 9.2 MILES SOUTHEAST ALONG THE ALTAVISTA RANCH ROAD
 AJ0435'FROM THE TEXAS MEXICAN RAILWAY STATION AT HEBBRENVILLE, JIM HOGG
 AJ0435'COUNTY, THENCE 14.7 MILES SOUTHEAST ALONG A ROAD.  AT THE J.C. SANDERS
 AJ0435'RANCH IN 1942, AT THE NE CORNER OF BARN 4 FEET NORTH AND 2 FEET WEST
 AJ0435'OF CORNER OF BARN.  A STANDARD DISK, STAMPED U 625 1942 AND SET IN THE
 AJ0435'TOP OF CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0446 ***********************************************************************
 AJ0446  DESIGNATION -  U 626
 AJ0446  PID         -  AJ0446
 AJ0446  STATE/COUNTY-  TX/JIM HOGG
 AJ0446  USGS QUAD   -  PALOMAS RANCH SW (1968)
 AJ0446
 AJ0446                         *CURRENT SURVEY CONTROL
 AJ0446  ___________________________________________________________________
 AJ0446* NAD 83(1986)-  27 05 29.     (N)    098 28 46.     (W)     SCALED    
 AJ0446* NAVD 88     -       108.495  (meters)     355.95   (feet)  ADJUSTED  
 AJ0446  ___________________________________________________________________
 AJ0446  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AJ0446  DYNAMIC HT  -         108.321 (meters)     355.38  (feet)  COMP
 AJ0446  MODELED GRAV-     979,041.4   (mgal)                       NAVD 88
 AJ0446
 AJ0446  VERT ORDER  -  SECOND    CLASS 0
 AJ0446
 AJ0446.The horizontal coordinates were scaled from a topographic map and have
 AJ0446.an estimated accuracy of +/- 6 seconds.
 AJ0446
 AJ0446.The orthometric height was determined by differential leveling
 AJ0446.and adjusted by the National Geodetic Survey in June 1991..
 AJ0446
 AJ0446.The geoid height was determined by GEOID03.
 AJ0446
 AJ0446.The dynamic height is computed by dividing the NAVD 88
 AJ0446.geopotential number by the normal gravity value computed on the
 AJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0446.degrees latitude (g = 980.6199 gals.).
 AJ0446
 AJ0446.The modeled gravity was interpolated from observed gravity values.
 AJ0446
 AJ0446;                    North         East    Units  Estimated Accuracy
 AJ0446;SPC TX S     - 5,157,850.      302,040.      MT  (+/- 180 meters Scaled)
 AJ0446
 AJ0446                          SUPERSEDED SURVEY CONTROL
 AJ0446
 AJ0446  NGVD 29 (??/??/92)  108.550  (m)          356.13   (f) ADJ UNCH    2 0
 AJ0446
 AJ0446.Superseded values are not recommended for survey control.
 AJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0446.See file dsdata.txt to determine how the superseded data were derived.
 AJ0446
 AJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ516966(NAD 83)
 AJ0446_MARKER: DB = BENCH MARK DISK
 AJ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0446_STAMPING: U 626 1942
 AJ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0446+STABILITY: SURFACE MOTION
 AJ0446
 AJ0446  HISTORY     - Date     Condition        Report By
 AJ0446  HISTORY     - 1942     MONUMENTED       CGS
 AJ0446  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0446
 AJ0446                          STATION DESCRIPTION
 AJ0446
 AJ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0446'5.0 MI NE FROM ALTAVISTA.
 AJ0446'TO REACH FROM THE W.W. JONES RANCH HOUSE AT ALTAVISTA-- PROCEED 5.0
 AJ0446'MILES NORTHEASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AJ0446'BENCH MARK IS ABOUT 0.5 MILE SOUTH OF A GATE ACROSS THE ROAD, 15.0
 AJ0446'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AJ0446'ROAD AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE
 AJ0446'MONUMENT PROJECTS 0.3 FOOT.
 AJ0446
 AJ0446                          STATION RECOVERY (1968)
 AJ0446
 AJ0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0175 ***********************************************************************
 AE0175  DESIGNATION -  U 627
 AE0175  PID         -  AE0175
 AE0175  STATE/COUNTY-  TX/BROOKS
 AE0175  USGS QUAD   -  ENCINO (1982)
 AE0175
 AE0175                         *CURRENT SURVEY CONTROL
 AE0175  ___________________________________________________________________
 AE0175* NAD 83(1986)-  26 54 52.     (N)    098 08 05.     (W)     SCALED    
 AE0175* NAVD 88     -        36.033  (meters)     118.22   (feet)  ADJUSTED  
 AE0175  ___________________________________________________________________
 AE0175  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AE0175  DYNAMIC HT  -          35.976 (meters)     118.03  (feet)  COMP
 AE0175  MODELED GRAV-     979,050.0   (mgal)                       NAVD 88
 AE0175
 AE0175  VERT ORDER  -  SECOND    CLASS 0
 AE0175
 AE0175.The horizontal coordinates were scaled from a topographic map and have
 AE0175.an estimated accuracy of +/- 6 seconds.
 AE0175
 AE0175.The orthometric height was determined by differential leveling
 AE0175.and adjusted by the National Geodetic Survey in June 1991..
 AE0175
 AE0175.The geoid height was determined by GEOID03.
 AE0175
 AE0175.The dynamic height is computed by dividing the NAVD 88
 AE0175.geopotential number by the normal gravity value computed on the
 AE0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0175.degrees latitude (g = 980.6199 gals.).
 AE0175
 AE0175.The modeled gravity was interpolated from observed gravity values.
 AE0175
 AE0175;                    North         East    Units  Estimated Accuracy
 AE0175;SPC TX S     - 5,138,300.      336,280.      MT  (+/- 180 meters Scaled)
 AE0175
 AE0175                          SUPERSEDED SURVEY CONTROL
 AE0175
 AE0175  NGVD 29 (??/??/92)   36.135  (m)          118.55   (f) ADJ UNCH    2 0
 AE0175
 AE0175.Superseded values are not recommended for survey control.
 AE0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0175.See file dsdata.txt to determine how the superseded data were derived.
 AE0175
 AE0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ859772(NAD 83)
 AE0175_MARKER: DB = BENCH MARK DISK
 AE0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0175_STAMPING: U 627 1942
 AE0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0175+STABILITY: SURFACE MOTION
 AE0175
 AE0175  HISTORY     - Date     Condition        Report By
 AE0175  HISTORY     - 1942     MONUMENTED       CGS
 AE0175  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0175
 AE0175                          STATION DESCRIPTION
 AE0175
 AE0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0175'1.5 MI S FROM ENCINO.
 AE0175'TO REACH FROM THE GRADE SCHOOL AT ENCINO-- PROCEED 1.5 MILES SOUTHERLY
 AE0175'ALONG U.S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH MARK. BENCH MARK
 AE0175'IS 58,0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AE0175'HIGHWAY, 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AE0175'WEST OF RIGHT-OF-WAY FENCE.  THE MONUMENT IS ABOUT FLUSH WITH SURFACE
 AE0175'OF GROUND.
 AE0175
 AE0175                          STATION RECOVERY (1962)
 AE0175
 AE0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0115 ***********************************************************************
 AE0115  DESIGNATION -  U 628
 AE0115  PID         -  AE0115
 AE0115  STATE/COUNTY-  TX/JIM HOGG
 AE0115  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0115
 AE0115                         *CURRENT SURVEY CONTROL
 AE0115  ___________________________________________________________________
 AE0115* NAD 83(1986)-  26 55 28.     (N)    098 27 28.     (W)     SCALED    
 AE0115* NAVD 88     -        85.424  (meters)     280.26   (feet)  ADJUSTED  
 AE0115  ___________________________________________________________________
 AE0115  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AE0115  DYNAMIC HT  -          85.286 (meters)     279.81  (feet)  COMP
 AE0115  MODELED GRAV-     979,028.1   (mgal)                       NAVD 88
 AE0115
 AE0115  VERT ORDER  -  SECOND    CLASS 0
 AE0115
 AE0115.The horizontal coordinates were scaled from a topographic map and have
 AE0115.an estimated accuracy of +/- 6 seconds.
 AE0115
 AE0115.The orthometric height was determined by differential leveling
 AE0115.and adjusted by the National Geodetic Survey in June 1991..
 AE0115
 AE0115.The geoid height was determined by GEOID03.
 AE0115
 AE0115.The dynamic height is computed by dividing the NAVD 88
 AE0115.geopotential number by the normal gravity value computed on the
 AE0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0115.degrees latitude (g = 980.6199 gals.).
 AE0115
 AE0115.The modeled gravity was interpolated from observed gravity values.
 AE0115
 AE0115;                    North         East    Units  Estimated Accuracy
 AE0115;SPC TX S     - 5,139,350.      304,190.      MT  (+/- 180 meters Scaled)
 AE0115
 AE0115                          SUPERSEDED SURVEY CONTROL
 AE0115
 AE0115  NGVD 29 (??/??/92)   85.477  (m)          280.44   (f) ADJ UNCH    2 0
 AE0115
 AE0115.Superseded values are not recommended for survey control.
 AE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0115.See file dsdata.txt to determine how the superseded data were derived.
 AE0115
 AE0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ538781(NAD 83)
 AE0115_MARKER: DB = BENCH MARK DISK
 AE0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0115_STAMPING: U 628 1942
 AE0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0115+STABILITY: SURFACE MOTION
 AE0115
 AE0115  HISTORY     - Date     Condition        Report By
 AE0115  HISTORY     - 1942     MONUMENTED       CGS
 AE0115
 AE0115                          STATION DESCRIPTION
 AE0115
 AE0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0115'21.9 MI W FROM RACHAL.
 AE0115'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0115'PROCEED 21.9 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0115'MARK.  BENCH MARK IS 10.3 MILES SOUTHEAST OF ALTAVISTA AND W.W. JONES
 AE0115'RANCH HOUSE, ABOUT 0.1 MILE NORTH OF A RANCH HOUSE AND 49.5 FEET WEST
 AE0115'OF A WINDMILL AND ROCK WATER TANK.  IT IS 57.0 FEET SOUTH OF THE
 AE0115'SOUTHWEST CORNER OF A SMALL BUILDING AND SET HORIZONTALLY IN LIMESTONE
 AE0115'ROCK OUTCROPPING ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0074 ***********************************************************************
 AE0074  DESIGNATION -  U 630 RESET
 AE0074  PID         -  AE0074
 AE0074  STATE/COUNTY-  TX/HIDALGO
 AE0074  USGS QUAD   -  LINN SIDING (1982)
 AE0074
 AE0074                         *CURRENT SURVEY CONTROL
 AE0074  ___________________________________________________________________
 AE0074* NAD 83(1986)-  26 34 37.     (N)    098 10 15.     (W)     SCALED    
 AE0074* NAVD 88     -        27.17   (meters)      89.1    (feet)  RESET     
 AE0074  ___________________________________________________________________
 AE0074  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AE0074
 AE0074  VERT ORDER  -  THIRD
 AE0074
 AE0074.The horizontal coordinates were scaled from a topographic map and have
 AE0074.an estimated accuracy of +/- 6 seconds.
 AE0074
 AE0074.The orthometric height was computed from unverified reset data.
 AE0074
 AE0074.The geoid height was determined by GEOID03.
 AE0074
 AE0074;                    North         East    Units  Estimated Accuracy
 AE0074;SPC TX S     - 5,100,900.      332,790.      MT  (+/- 180 meters Scaled)
 AE0074
 AE0074                          SUPERSEDED SURVEY CONTROL
 AE0074
 AE0074.No superseded survey control is available for this station.
 AE0074
 AE0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ825398(NAD 83)
 AE0074_MARKER: DD = SURVEY DISK
 AE0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0074_STAMPING: U 630 RESET 1951
 AE0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0074+STABILITY: SURFACE MOTION
 AE0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE0074+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AE0074
 AE0074  HISTORY     - Date     Condition        Report By
 AE0074  HISTORY     - 1951     MONUMENTED       TXHD
 AE0074  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0074  HISTORY     - 20031001 GOOD             INDIV
 AE0074
 AE0074                          STATION DESCRIPTION
 AE0074
 AE0074'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0074'2.1 MI W FROM LINN.
 AE0074'2.1 MILES WEST ALONG FARM ROAD 1017 FROM THE S. PACIFIC R.R. STATION
 AE0074'AT LINN 38 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 4.5 FEET SOUTH
 AE0074'OF THE FENCE LINE.  A CONCRETE POST 0.6 FEET SQUARE EXTENDING 0.7 FOOT
 AE0074'ABOVE GROUND.  THERE IS A WITNESS POST 3 FT. FROM THE STATION. THIS
 AE0074'MARK WAS RESET BY THE TEXAS HIGHWAY DEPARTMENT.
 AE0074
 AE0074                          STATION RECOVERY (1992)
 AE0074
 AE0074'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0074'MARK NOT FOUND.
 AE0074
 AE0074                          STATION RECOVERY (2003)
 AE0074
 AE0074'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CDW)
 AE0074'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0374 ***********************************************************************
 AX0374  DESIGNATION -  U 631
 AX0374  PID         -  AX0374
 AX0374  STATE/COUNTY-  TX/WHARTON
 AX0374  USGS QUAD   -  GLEN FLORA (1980)
 AX0374
 AX0374                         *CURRENT SURVEY CONTROL
 AX0374  ___________________________________________________________________
 AX0374* NAD 83(1986)-  29 20 35.     (N)    096 10 29.     (W)     SCALED    
 AX0374* NAVD 88     -        35.04   (+/-2cm)     115.0    (feet)  VERTCON   
 AX0374  ___________________________________________________________________
 AX0374  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0374
 AX0374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0374
 AX0374.The horizontal coordinates were scaled from a topographic map and have
 AX0374.an estimated accuracy of +/- 6 seconds.
 AX0374
 AX0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0374.The vertical order pertains to the NGVD 29 superseded value.
 AX0374
 AX0374.The geoid height was determined by GEOID03.
 AX0374
 AX0374;                    North         East    Units  Estimated Accuracy
 AX0374;SPC TXSC     - 4,170,630.      874,310.      MT  (+/- 180 meters Scaled)
 AX0374
 AX0374                          SUPERSEDED SURVEY CONTROL
 AX0374
 AX0374  NGVD 29 (??/??/92)   35.036  (m)          114.95   (f) ADJ UNCH    2 0
 AX0374
 AX0374.Superseded values are not recommended for survey control.
 AX0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0374.See file dsdata.txt to determine how the superseded data were derived.
 AX0374
 AX0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT743493(NAD 83)
 AX0374_MARKER: DB = BENCH MARK DISK
 AX0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0374_SP_SET: CULVERT
 AX0374_STAMPING: U 631 1942
 AX0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0374
 AX0374  HISTORY     - Date     Condition        Report By
 AX0374  HISTORY     - 1942     MONUMENTED       CGS
 AX0374  HISTORY     - 1943     GOOD             NGS
 AX0374
 AX0374                          STATION DESCRIPTION
 AX0374
 AX0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AX0374'1.0 MI SE FROM GLEN FLORA.
 AX0374'TO REACH FROM THE SANTA FE RAILROAD STATION AT GLEN FLORA-- PROCEED
 AX0374'1.0 MILE SOUTHEASTERLY ALONG THE SANTA FE RAILROAD TO THE SITE OF THE
 AX0374'BENCH MARK.  BENCH MARK IS ABOUT 175.0 FEET NORTH OF THE CENTERLINE OF
 AX0374'THE TRACKS, AT THE INTERSECTION OF ROAD LEADING NORTH WITH GRAVELED
 AX0374'ROAD AND SET HORIZONTALLY IN THE SOUTHWEST HEADWALL OF A 3X3-FOOT
 AX0374'CONCRETE CULVERT.  IT IS 21.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AX0374'GRAVELED ROAD AND 15.0 FEET WEST OF THE CENTERLINE OF THE SIDE ROAD.
 AX0374'STAMPED U 631 1942.
 AX0374
 AX0374                          STATION RECOVERY (1943)
 AX0374
 AX0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AX0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0541 ***********************************************************************
 AH0541  DESIGNATION -  U 632
 AH0541  PID         -  AH0541
 AH0541  STATE/COUNTY-  TX/KLEBERG
 AH0541  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0541
 AH0541                         *CURRENT SURVEY CONTROL
 AH0541  ___________________________________________________________________
 AH0541* NAD 83(1986)-  27 28 04.     (N)    097 35 10.     (W)     SCALED    
 AH0541* NAVD 88     -         4.611  (meters)      15.13   (feet)  ADJUSTED  
 AH0541  ___________________________________________________________________
 AH0541  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AH0541  DYNAMIC HT  -           4.603 (meters)      15.10  (feet)  COMP
 AH0541  MODELED GRAV-     979,109.5   (mgal)                       NAVD 88
 AH0541
 AH0541  VERT ORDER  -  SECOND    CLASS 0
 AH0541
 AH0541.The horizontal coordinates were scaled from a topographic map and have
 AH0541.an estimated accuracy of +/- 6 seconds.
 AH0541
 AH0541.The orthometric height was determined by differential leveling
 AH0541.and adjusted by the National Geodetic Survey in June 1991..
 AH0541
 AH0541.The geoid height was determined by GEOID03.
 AH0541
 AH0541.The dynamic height is computed by dividing the NAVD 88
 AH0541.geopotential number by the normal gravity value computed on the
 AH0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0541.degrees latitude (g = 980.6199 gals.).
 AH0541
 AH0541.The modeled gravity was interpolated from observed gravity values.
 AH0541
 AH0541;                    North         East    Units  Estimated Accuracy
 AH0541;SPC TX S     - 5,199,880.      390,320.      MT  (+/- 180 meters Scaled)
 AH0541
 AH0541                          SUPERSEDED SURVEY CONTROL
 AH0541
 AH0541  NGVD 29 (??/??/92)    4.746  (m)           15.57   (f) ADJ UNCH    2 0
 AH0541
 AH0541.Superseded values are not recommended for survey control.
 AH0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0541.See file dsdata.txt to determine how the superseded data were derived.
 AH0541
 AH0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR397390(NAD 83)
 AH0541_MARKER: DB = BENCH MARK DISK
 AH0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0541_STAMPING: U 632 1942
 AH0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0541+STABILITY: SURFACE MOTION
 AH0541
 AH0541  HISTORY     - Date     Condition        Report By
 AH0541  HISTORY     - 1942     MONUMENTED       CGS
 AH0541  HISTORY     - 1949     GOOD             NGS
 AH0541
 AH0541                          STATION DESCRIPTION
 AH0541
 AH0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0541'7.8 MI SW FROM LAURELES RANCH.
 AH0541'LOCATED ON KING RANCH, 7.8 MILES SW OF LAURELES RANCH HEADQUARTERS. TO
 AH0541'REACH FROM LAURELES RANCH HEADQUARTERS, PROCEED 3.0 MILES W ON ASPHALT
 AH0541'ROAD TO Y INTERSECTION, TURN S ON GRADED ROAD AND GO 3.4 MILES TO
 AH0541'GATE, PASS THROUGH GATE AND CONTINUE 1.2 MILES TO A FORK IN ROAD, TURN
 AH0541'RIGHT AND GO 0.5 MILE SOUTHERLY TO THE INTERSECTION OF A TRAIL LEADING
 AH0541'NE.  40 FEET S OF INTERSECTION, 21 FT. E OF TRACK ROAD CENTERLINE AND
 AH0541'3 FT. S OF A WITNESS POST.  STANDARD DISK STAMPED U 632 1942 SET IN
 AH0541'TOP OF A 6X6 INCH CONCRETE MONUMENT PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0430 ***********************************************************************
 AH0430  DESIGNATION -  U 633
 AH0430  PID         -  AH0430
 AH0430  STATE/COUNTY-  TX/KLEBERG
 AH0430  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH0430
 AH0430                         *CURRENT SURVEY CONTROL
 AH0430  ___________________________________________________________________
 AH0430* NAD 83(1986)-  27 29 34.     (N)    097 27 55.     (W)     SCALED    
 AH0430* NAVD 88     -         6.846  (meters)      22.46   (feet)  ADJUSTED  
 AH0430  ___________________________________________________________________
 AH0430  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AH0430  DYNAMIC HT  -           6.836 (meters)      22.43  (feet)  COMP
 AH0430  MODELED GRAV-     979,115.9   (mgal)                       NAVD 88
 AH0430
 AH0430  VERT ORDER  -  SECOND    CLASS 0
 AH0430
 AH0430.The horizontal coordinates were scaled from a topographic map and have
 AH0430.an estimated accuracy of +/- 6 seconds.
 AH0430
 AH0430.The orthometric height was determined by differential leveling
 AH0430.and adjusted by the National Geodetic Survey in June 1991..
 AH0430
 AH0430.The geoid height was determined by GEOID03.
 AH0430
 AH0430.The dynamic height is computed by dividing the NAVD 88
 AH0430.geopotential number by the normal gravity value computed on the
 AH0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0430.degrees latitude (g = 980.6199 gals.).
 AH0430
 AH0430.The modeled gravity was interpolated from observed gravity values.
 AH0430
 AH0430;                    North         East    Units  Estimated Accuracy
 AH0430;SPC TX S     - 5,202,740.      402,240.      MT  (+/- 180 meters Scaled)
 AH0430
 AH0430                          SUPERSEDED SURVEY CONTROL
 AH0430
 AH0430  NGVD 29 (??/??/92)    6.978  (m)           22.89   (f) ADJ UNCH    2 0
 AH0430
 AH0430.Superseded values are not recommended for survey control.
 AH0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0430.See file dsdata.txt to determine how the superseded data were derived.
 AH0430
 AH0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR516419(NAD 83)
 AH0430_MARKER: DB = BENCH MARK DISK
 AH0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0430_STAMPING: U 633 1942
 AH0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0430+STABILITY: SURFACE MOTION
 AH0430
 AH0430  HISTORY     - Date     Condition        Report By
 AH0430  HISTORY     - 1942     MONUMENTED       CGS
 AH0430  HISTORY     - 1949     GOOD             NGS
 AH0430
 AH0430                          STATION DESCRIPTION
 AH0430
 AH0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0430'3.8 MI SE FROM KING RANCH.
 AH0430'3.8 MILES SOUTHEAST ALONG A SINGLE-LANE BLACK-TOP ROAD FROM THE
 AH0430'LAURELES DIVISION HEADQUARTERS OF THE KING RANCH, KLEBERG COUNTY,
 AH0430'THENCE SOUTH AND SOUTHEAST ALONG A BLACK-TOP ROAD PARALLELING THE WEST
 AH0430'SIDE OF A FIELD TO THE SOUTHEAST CORNER OF OUTLYING FIELD 12
 AH0430'(ABANDONED), THENCE 1200 FEET SOUTHEAST ALONG A COW TRAIL, AND THENCE
 AH0430'300 FEET SOUTHEAST ALONG THE ROAD LEADING TO TLACUACHE WINDMILL.  AT
 AH0430'THE JUNCTION OF A TRAIL LEADING WEST, 40 FEET WEST OF THE JUNCTION, 15
 AH0430'FEET NORTH OF THE TRAIL, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 AH0430'POST.  A STANDARD DISK, STAMPED U 633 1942 AND SET IN THE TOP OF A
 AH0430'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0926 ***********************************************************************
 AH0926  DESIGNATION -  U 634
 AH0926  PID         -  AH0926
 AH0926  STATE/COUNTY-  TX/KLEBERG
 AH0926  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0926
 AH0926                         *CURRENT SURVEY CONTROL
 AH0926  ___________________________________________________________________
 AH0926* NAD 83(1986)-  27 30 24.     (N)    097 51 20.     (W)     SCALED    
 AH0926* NAVD 88     -        17.891  (meters)      58.70   (feet)  ADJUSTED  
 AH0926  ___________________________________________________________________
 AH0926  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AH0926  DYNAMIC HT  -          17.863 (meters)      58.61  (feet)  COMP
 AH0926  MODELED GRAV-     979,095.8   (mgal)                       NAVD 88
 AH0926
 AH0926  VERT ORDER  -  SECOND    CLASS 0
 AH0926
 AH0926.The horizontal coordinates were scaled from a topographic map and have
 AH0926.an estimated accuracy of +/- 6 seconds.
 AH0926
 AH0926.The orthometric height was determined by differential leveling
 AH0926.and adjusted by the National Geodetic Survey in June 1991..
 AH0926
 AH0926.The geoid height was determined by GEOID03.
 AH0926
 AH0926.The dynamic height is computed by dividing the NAVD 88
 AH0926.geopotential number by the normal gravity value computed on the
 AH0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0926.degrees latitude (g = 980.6199 gals.).
 AH0926
 AH0926.The modeled gravity was interpolated from observed gravity values.
 AH0926
 AH0926;                    North         East    Units  Estimated Accuracy
 AH0926;SPC TX S     - 5,204,020.      363,670.      MT  (+/- 180 meters Scaled)
 AH0926
 AH0926                          SUPERSEDED SURVEY CONTROL
 AH0926
 AH0926  NGVD 29 (??/??/92)   17.992  (m)           59.03   (f) ADJ UNCH    2 0
 AH0926
 AH0926.Superseded values are not recommended for survey control.
 AH0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0926.See file dsdata.txt to determine how the superseded data were derived.
 AH0926
 AH0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR130430(NAD 83)
 AH0926_MARKER: DB = BENCH MARK DISK
 AH0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0926_STAMPING: U 634 1942
 AH0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0926+STABILITY: SURFACE MOTION
 AH0926
 AH0926  HISTORY     - Date     Condition        Report By
 AH0926  HISTORY     - 1942     MONUMENTED       CGS
 AH0926  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0926
 AH0926                          STATION DESCRIPTION
 AH0926
 AH0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0926'0.7 MI E FROM KINGSVILLE.
 AH0926'TO REACH FROM THE HOSPITAL AT KINGSVILLE.  PROCEED 0.7 MILE EASTERLY
 AH0926'ALONG PAVED ROAD TO A CROSSROAD AND SITE OF BENCH MARK.  BENCH MARK IS
 AH0926'ABOUT 350.0 FEET EAST OF THE CENTERLINE OF THE CROSSROAD, 30.0 FEET
 AH0926'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AH0926'EAST-WEST ROAD, 5.0 FEET WEST OF A POWER LINE POLE, 3.0 FEET EAST OF A
 AH0926'4X4-INCH WOODEN MARKER POST, AND 1.0 FOOT NORTH OF THE RIGHT-OF-WAY
 AH0926'FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 AH0926
 AH0926                          STATION RECOVERY (1975)
 AH0926
 AH0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0573 ***********************************************************************
 AH0573  DESIGNATION -  U 635
 AH0573  PID         -  AH0573
 AH0573  STATE/COUNTY-  TX/KLEBERG
 AH0573  USGS QUAD   -  RICARDO (1979)
 AH0573
 AH0573                         *CURRENT SURVEY CONTROL
 AH0573  ___________________________________________________________________
 AH0573* NAD 83(1986)-  27 23 01.     (N)    097 45 38.     (W)     SCALED    
 AH0573* NAVD 88     -         8.866  (meters)      29.09   (feet)  ADJUSTED  
 AH0573  ___________________________________________________________________
 AH0573  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AH0573  DYNAMIC HT  -           8.852 (meters)      29.04  (feet)  COMP
 AH0573  MODELED GRAV-     979,099.2   (mgal)                       NAVD 88
 AH0573
 AH0573  VERT ORDER  -  SECOND    CLASS 0
 AH0573
 AH0573.The horizontal coordinates were scaled from a topographic map and have
 AH0573.an estimated accuracy of +/- 6 seconds.
 AH0573
 AH0573.The orthometric height was determined by differential leveling
 AH0573.and adjusted by the National Geodetic Survey in June 1991..
 AH0573
 AH0573.The geoid height was determined by GEOID03.
 AH0573
 AH0573.The dynamic height is computed by dividing the NAVD 88
 AH0573.geopotential number by the normal gravity value computed on the
 AH0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0573.degrees latitude (g = 980.6199 gals.).
 AH0573
 AH0573.The modeled gravity was interpolated from observed gravity values.
 AH0573
 AH0573;                    North         East    Units  Estimated Accuracy
 AH0573;SPC TX S     - 5,190,440.      373,140.      MT  (+/- 180 meters Scaled)
 AH0573
 AH0573                          SUPERSEDED SURVEY CONTROL
 AH0573
 AH0573  NGVD 29 (??/??/92)    8.976  (m)           29.45   (f) ADJ UNCH    2 0
 AH0573
 AH0573.Superseded values are not recommended for survey control.
 AH0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0573.See file dsdata.txt to determine how the superseded data were derived.
 AH0573
 AH0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR225295(NAD 83)
 AH0573_MARKER: DB = BENCH MARK DISK
 AH0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0573_STAMPING: U 635 1942
 AH0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0573+STABILITY: SURFACE MOTION
 AH0573
 AH0573  HISTORY     - Date     Condition        Report By
 AH0573  HISTORY     - 1942     MONUMENTED       CGS
 AH0573  HISTORY     - 1949     GOOD             NGS
 AH0573
 AH0573                          STATION DESCRIPTION
 AH0573
 AH0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0573'7.8 MI SE FROM RICARDO.
 AH0573'2.2 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM RICARDO, KLEBERG COUNTY,
 AH0573'THENCE 4.2 MILES EAST ALONG A ROAD, THENCE 0.5 MILE SOUTH ALONG A
 AH0573'PAVED ROAD TO A SHARP CURVE, AND THENCE 0.9 MILE EAST ALONG A ROAD. AT
 AH0573'A SHARP CURVE, 57 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST
 AH0573'ROAD, 40 FEET EAST OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF
 AH0573'THE NORTH-AND-SOUTH ROAD, 21 FEET SOUTH OF A FENCE CORNER, 3 FEET
 AH0573'NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT WEST OF THE FENCE. A
 AH0573'STANDARD DISK, STAMPED U 635 1942 AND SET IN THE TOP OF A CONCRETE
 AH0573'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AH0573
 AH0573                          STATION RECOVERY (1949)
 AH0573
 AH0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0906 ***********************************************************************
 AH0906  DESIGNATION -  U 636
 AH0906  PID         -  AH0906
 AH0906  STATE/COUNTY-  TX/KLEBERG
 AH0906  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0906
 AH0906                         *CURRENT SURVEY CONTROL
 AH0906  ___________________________________________________________________
 AH0906* NAD 83(1986)-  27 31 20.     (N)    097 46 57.     (W)     SCALED    
 AH0906* NAVD 88     -        13.735  (meters)      45.06   (feet)  ADJUSTED  
 AH0906  ___________________________________________________________________
 AH0906  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AH0906  DYNAMIC HT  -          13.714 (meters)      44.99  (feet)  COMP
 AH0906  MODELED GRAV-     979,101.1   (mgal)                       NAVD 88
 AH0906
 AH0906  VERT ORDER  -  SECOND    CLASS 0
 AH0906
 AH0906.The horizontal coordinates were scaled from a topographic map and have
 AH0906.an estimated accuracy of +/- 6 seconds.
 AH0906
 AH0906.The orthometric height was determined by differential leveling
 AH0906.and adjusted by the National Geodetic Survey in June 1991..
 AH0906
 AH0906.The geoid height was determined by GEOID03.
 AH0906
 AH0906.The dynamic height is computed by dividing the NAVD 88
 AH0906.geopotential number by the normal gravity value computed on the
 AH0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0906.degrees latitude (g = 980.6199 gals.).
 AH0906
 AH0906.The modeled gravity was interpolated from observed gravity values.
 AH0906
 AH0906;                    North         East    Units  Estimated Accuracy
 AH0906;SPC TX S     - 5,205,780.      370,880.      MT  (+/- 180 meters Scaled)
 AH0906
 AH0906                          SUPERSEDED SURVEY CONTROL
 AH0906
 AH0906  NGVD 29 (??/??/92)   13.846  (m)           45.43   (f) ADJ UNCH    2 0
 AH0906
 AH0906.Superseded values are not recommended for survey control.
 AH0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0906.See file dsdata.txt to determine how the superseded data were derived.
 AH0906
 AH0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR202448(NAD 83)
 AH0906_MARKER: DB = BENCH MARK DISK
 AH0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0906_STAMPING: U 636 1942
 AH0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0906+STABILITY: SURFACE MOTION
 AH0906
 AH0906  HISTORY     - Date     Condition        Report By
 AH0906  HISTORY     - 1942     MONUMENTED       CGS
 AH0906  HISTORY     - 1975     GOOD             USGS
 AH0906
 AH0906                          STATION DESCRIPTION
 AH0906
 AH0906'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0906'8.1 MI NE FROM KINGSVILLE.
 AH0906'5.5 MI. E ALONG LAURELES RANCH ROAD.  2.6 MI. ALONG FARM RD. 2045 TO
 AH0906'THE MAIN GATE OF THE LAURELES DIVISION OF THE KING RANCH FROM THE NE
 AH0906'EDGE OF KINGSVILLE, TEXAS, AT THE INTERSECTION OF U.S. HWY 77 AND FARM
 AH0906'RD. 2045, CONTINUE 1.2 MI. E ALONG PAVED ROAD.  (1.0 MI. W OF PALO
 AH0906'MARCADO WINDMILL), 730 FT. W OF RD N..  33 FT. N OF RD., 1 FT. S OF
 AH0906'FENCE.  A STANDARD DISK, STAMPED U 636 1942 AND SET IN THE TOP OF A
 AH0906'6-INCH SQUARE CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0933 ***********************************************************************
 AB0933  DESIGNATION -  U 637
 AB0933  PID         -  AB0933
 AB0933  STATE/COUNTY-  TX/KENEDY
 AB0933  USGS QUAD   -  ARMSTRONG (1982)
 AB0933
 AB0933                         *CURRENT SURVEY CONTROL
 AB0933  ___________________________________________________________________
 AB0933* NAD 83(1986)-  26 57 52.     (N)    097 47 40.     (W)     SCALED    
 AB0933* NAVD 88     -         9.597  (meters)      31.49   (feet)  ADJUSTED  
 AB0933  ___________________________________________________________________
 AB0933  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AB0933  DYNAMIC HT  -           9.582 (meters)      31.44  (feet)  COMP
 AB0933  MODELED GRAV-     979,078.1   (mgal)                       NAVD 88
 AB0933
 AB0933  VERT ORDER  -  FIRST     CLASS II
 AB0933
 AB0933.The horizontal coordinates were scaled from a topographic map and have
 AB0933.an estimated accuracy of +/- 6 seconds.
 AB0933
 AB0933.The orthometric height was determined by differential leveling
 AB0933.and adjusted by the National Geodetic Survey in June 1991..
 AB0933
 AB0933.The geoid height was determined by GEOID03.
 AB0933
 AB0933.The dynamic height is computed by dividing the NAVD 88
 AB0933.geopotential number by the normal gravity value computed on the
 AB0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0933.degrees latitude (g = 980.6199 gals.).
 AB0933
 AB0933.The modeled gravity was interpolated from observed gravity values.
 AB0933
 AB0933;                    North         East    Units  Estimated Accuracy
 AB0933;SPC TX S     - 5,143,980.      370,040.      MT  (+/- 180 meters Scaled)
 AB0933
 AB0933                          SUPERSEDED SURVEY CONTROL
 AB0933
 AB0933  NGVD 29 (??/??/92)    9.68   (m)           31.8    (f) COMPUTED    1 2
 AB0933
 AB0933.Superseded values are not recommended for survey control.
 AB0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0933.See file dsdata.txt to determine how the superseded data were derived.
 AB0933
 AB0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ196830(NAD 83)
 AB0933_MARKER: DB = BENCH MARK DISK
 AB0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0933_STAMPING: U 637 1942
 AB0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0933+STABILITY: SURFACE MOTION
 AB0933
 AB0933  HISTORY     - Date     Condition        Report By
 AB0933  HISTORY     - 1942     MONUMENTED       CGS
 AB0933  HISTORY     - 1951     GOOD             NGS
 AB0933  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0933  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0933
 AB0933                          STATION DESCRIPTION
 AB0933
 AB0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0933'2.5 MI S FROM TURCOTTE.
 AB0933'2.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0933'TURCOTTE, KENEDY COUNTY, 3.0 MILES NORTH OF THE STATION AT ARMSTRONG,
 AB0933'14 FEET SOUTH OF MILEPOST 80, 39 FEET WEST OF THE CENTERLINE OF THE
 AB0933'TRACK, 11 FEET EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE
 AB0933'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, SET
 AB0933'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AB0933
 AB0933                          STATION RECOVERY (1951)
 AB0933
 AB0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0933'RECOVERED IN GOOD CONDITION.
 AB0933
 AB0933                          STATION RECOVERY (1981)
 AB0933
 AB0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0933'NOT RECOVERED THIS DATE, TOP OF MARK FOUND BROKEN OFF, DISK NOT
 AB0933'RECOVERED.
 AB0933
 AB0933                          STATION RECOVERY (2004)
 AB0933
 AB0933'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0506 ***********************************************************************
 AE0506  DESIGNATION -  U 638
 AE0506  PID         -  AE0506
 AE0506  STATE/COUNTY-  TX/HIDALGO
 AE0506  USGS QUAD   -  EDINBURG (1983)
 AE0506
 AE0506                         *CURRENT SURVEY CONTROL
 AE0506  ___________________________________________________________________
 AE0506* NAD 83(1986)-  26 18 46.     (N)    098 14 38.     (W)     SCALED    
 AE0506* NAVD 88     -        35.764  (meters)     117.34   (feet)  ADJUSTED  
 AE0506  ___________________________________________________________________
 AE0506  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE0506  DYNAMIC HT  -          35.706 (meters)     117.15  (feet)  COMP
 AE0506  MODELED GRAV-     979,007.4   (mgal)                       NAVD 88
 AE0506
 AE0506  VERT ORDER  -  SECOND    CLASS 0
 AE0506
 AE0506.The horizontal coordinates were scaled from a topographic map and have
 AE0506.an estimated accuracy of +/- 6 seconds.
 AE0506
 AE0506.The orthometric height was determined by differential leveling
 AE0506.and adjusted by the National Geodetic Survey in June 1991..
 AE0506
 AE0506.The geoid height was determined by GEOID03.
 AE0506
 AE0506.The dynamic height is computed by dividing the NAVD 88
 AE0506.geopotential number by the normal gravity value computed on the
 AE0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0506.degrees latitude (g = 980.6199 gals.).
 AE0506
 AE0506.The modeled gravity was interpolated from observed gravity values.
 AE0506
 AE0506;                    North         East    Units  Estimated Accuracy
 AE0506;SPC TX S     - 5,071,610.      325,570.      MT  (+/- 180 meters Scaled)
 AE0506
 AE0506                          SUPERSEDED SURVEY CONTROL
 AE0506
 AE0506  NGVD 29 (??/??/92)   35.872  (m)          117.69   (f) ADJ UNCH    2 0
 AE0506
 AE0506.Superseded values are not recommended for survey control.
 AE0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0506.See file dsdata.txt to determine how the superseded data were derived.
 AE0506
 AE0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ754105(NAD 83)
 AE0506_MARKER: DB = BENCH MARK DISK
 AE0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0506_STAMPING: U 638 1942
 AE0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0506+STABILITY: SURFACE MOTION
 AE0506
 AE0506  HISTORY     - Date     Condition        Report By
 AE0506  HISTORY     - 1942     MONUMENTED       CGS
 AE0506  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0506
 AE0506                          STATION DESCRIPTION
 AE0506
 AE0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0506'5.1 MI W FROM EDINBURG.
 AE0506'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 5.1 MILES
 AE0506'WESTERLY ALONG STATE HIGHWAY NO. 107 TO AN IRRIGATION CANAL AND SITE
 AE0506'OF THE BENCH MARK.  BENCH MARK IS ABOUT 20.0 FEET WEST OF THE CENTER
 AE0506'OF INTERSECTION OF ROAD LEADING NORTH, 90.0 FEET EAST OF THE
 AE0506'CENTERLINE OF THE CANAL AND 33.0 FEET SOUTH OF AND ABOUT THE SAME
 AE0506'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  IT IS IN THE NORTHWEST
 AE0506'CORNER OF YARD AROUND SMALL HOUSE AND 3.0 FEET NORTH OF A 4X4-INCH
 AE0506'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0506
 AE0506                          STATION RECOVERY (1961)
 AE0506
 AE0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1098 ***********************************************************************
 AW1098  DESIGNATION -  U 639
 AW1098  PID         -  AW1098
 AW1098  STATE/COUNTY-  TX/HARRIS
 AW1098  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1098
 AW1098                         *CURRENT SURVEY CONTROL
 AW1098  ___________________________________________________________________
 AW1098* NAD 83(1986)-  29 35 35.     (N)    095 10 08.     (W)     SCALED    
 AW1098* NAVD 88     -         8.230  (meters)      27.00   (feet)  ADJUSTED  
 AW1098  ___________________________________________________________________
 AW1098  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1098  DYNAMIC HT  -           8.219 (meters)      26.97  (feet)  COMP
 AW1098  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AW1098  OBS GRAVITY -     979,274.8   (mgal)                       GRAV_OBS
 AW1098
 AW1098  VERT ORDER  -  FIRST     CLASS I
 AW1098
 AW1098.The horizontal coordinates were scaled from a topographic map and have
 AW1098.an estimated accuracy of +/- 6 seconds.
 AW1098
 AW1098.The orthometric height was determined by differential leveling
 AW1098.and adjusted by the National Geodetic Survey in June 1991..
 AW1098
 AW1098.The geoid height was determined by GEOID03.
 AW1098
 AW1098.The dynamic height is computed by dividing the NAVD 88
 AW1098.geopotential number by the normal gravity value computed on the
 AW1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1098.degrees latitude (g = 980.6199 gals.).
 AW1098
 AW1098.The modeled gravity was interpolated from observed gravity values.
 AW1098.The observed gravity was obtained from relative gravimeter ties
 AW1098.to the IGSN71 gravity network.
 AW1098
 AW1098;                    North         East    Units  Estimated Accuracy
 AW1098;SPC TXSC     - 4,201,100.      971,040.      MT  (+/- 180 meters Scaled)
 AW1098
 AW1098                          SUPERSEDED SURVEY CONTROL
 AW1098
 AW1098  NGVD 29 (12/23/87)    8.227  (m)           26.99   (f) ADJUSTED    1 1
 AW1098
 AW1098.Superseded values are not recommended for survey control.
 AW1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1098.See file dsdata.txt to determine how the superseded data were derived.
 AW1098
 AW1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN899756(NAD 83)
 AW1098_MARKER: DB = BENCH MARK DISK
 AW1098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1098_SP_SET: HEADWALL
 AW1098_STAMPING: U 639 1942
 AW1098_MARK LOGO: CGS   
 AW1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1098+STABILITY: SURFACE MOTION
 AW1098
 AW1098  HISTORY     - Date     Condition        Report By
 AW1098  HISTORY     - 1942     MONUMENTED       CGS
 AW1098  HISTORY     - 1973     GOOD             NGS
 AW1098  HISTORY     - 1976     GOOD             NGS
 AW1098  HISTORY     - 1976     GOOD             NGS
 AW1098  HISTORY     - 1978     GOOD             DOD
 AW1098  HISTORY     - 1978     GOOD             NGS
 AW1098  HISTORY     - 1981     GOOD             NGS
 AW1098  HISTORY     - 1983     GOOD             NGS
 AW1098  HISTORY     - 1986     GOOD             NGS
 AW1098  HISTORY     - 1987     GOOD             USPSQD
 AW1098  HISTORY     - 1987     GOOD             USPSQD
 AW1098  HISTORY     - 1987     GOOD             USPSQD
 AW1098  HISTORY     - 1987     GOOD             USPSQD
 AW1098  HISTORY     - 1987     GOOD             USPSQD
 AW1098  HISTORY     - 1987     GOOD             USPSQD
 AW1098  HISTORY     - 1987     GOOD             USPSQD
 AW1098  HISTORY     - 1987     GOOD             USPSQD
 AW1098  HISTORY     - 1987     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1988     GOOD             USPSQD
 AW1098  HISTORY     - 1989     GOOD             USPSQD
 AW1098  HISTORY     - 1989     GOOD             USPSQD
 AW1098  HISTORY     - 1989     GOOD             USPSQD
 AW1098  HISTORY     - 1989     GOOD             USPSQD
 AW1098  HISTORY     - 1989     GOOD             USPSQD
 AW1098  HISTORY     - 1989     GOOD             USPSQD
 AW1098  HISTORY     - 1989     GOOD             USPSQD
 AW1098  HISTORY     - 1989     GOOD             USPSQD
 AW1098  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1098  HISTORY     - 20000124 MARK NOT FOUND   USPSQD
 AW1098
 AW1098                          STATION DESCRIPTION
 AW1098
 AW1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1098'2.5 MI SE FROM GENOA.
 AW1098'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1098'GENOA-RED BLUFF ROAD AT GENOA, AT THE TRUCK ENTRANCE TO ELLINGTON AIR
 AW1098'FORCE BASE, SET IN THE TOP AND AT THE CENTER OF A CONCRETE HEADWALL OF
 AW1098'CULVERT UNDER ROAD TO BASE, 55 FEET NORTHEAST OF THE CENTER LINE OF
 AW1098'THE HIGHWAY, 20.5 FEET NORTHWEST OF THE CENTER LINE OF ROAD TO BASE,
 AW1098'38.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT LEVEL WITH THE
 AW1098'ROAD TO THE BASE.
 AW1098
 AW1098                          STATION RECOVERY (1976)
 AW1098
 AW1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1976)
 AW1098
 AW1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1978)
 AW1098
 AW1098'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1978)
 AW1098
 AW1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1981)
 AW1098
 AW1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1983)
 AW1098
 AW1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1986)
 AW1098
 AW1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1987)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1987)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1987)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1987)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1987)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1987)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1987)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1987)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1987)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1988)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1989)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1989)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1989)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1989)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1989)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1989)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1989)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1989)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1098'RECOVERED IN GOOD CONDITION.
 AW1098
 AW1098                          STATION RECOVERY (1993)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1098'MARK NOT FOUND.
 AW1098
 AW1098                          STATION RECOVERY (2000)
 AW1098
 AW1098'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2068 ***********************************************************************
 AW2068  DESIGNATION -  U 640
 AW2068  PID         -  AW2068
 AW2068  STATE/COUNTY-  TX/HARRIS
 AW2068  USGS QUAD   -  PASADENA (1995)
 AW2068
 AW2068                         *CURRENT SURVEY CONTROL
 AW2068  ___________________________________________________________________
 AW2068* NAD 83(1986)-  29 37 52.     (N)    095 09 31.     (W)     SCALED    
 AW2068* NAVD 88     -         9.530  (meters)      31.27   (feet)  ADJUSTED  
 AW2068  ___________________________________________________________________
 AW2068  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW2068  DYNAMIC HT  -           9.517 (meters)      31.22  (feet)  COMP
 AW2068  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 AW2068
 AW2068  VERT ORDER  -  FIRST     CLASS II
 AW2068
 AW2068.The horizontal coordinates were scaled from a topographic map and have
 AW2068.an estimated accuracy of +/- 6 seconds.
 AW2068
 AW2068.The orthometric height was determined by differential leveling
 AW2068.and adjusted by the National Geodetic Survey in June 1991..
 AW2068
 AW2068.The geoid height was determined by GEOID03.
 AW2068
 AW2068.The dynamic height is computed by dividing the NAVD 88
 AW2068.geopotential number by the normal gravity value computed on the
 AW2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2068.degrees latitude (g = 980.6199 gals.).
 AW2068
 AW2068.The modeled gravity was interpolated from observed gravity values.
 AW2068
 AW2068;                    North         East    Units  Estimated Accuracy
 AW2068;SPC TXSC     - 4,205,350.      971,890.      MT  (+/- 180 meters Scaled)
 AW2068
 AW2068                          SUPERSEDED SURVEY CONTROL
 AW2068
 AW2068  NGVD 29 (12/23/87)    9.527  (m)           31.26   (f) ADJUSTED    1 2
 AW2068
 AW2068.Superseded values are not recommended for survey control.
 AW2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2068.See file dsdata.txt to determine how the superseded data were derived.
 AW2068
 AW2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN910798(NAD 83)
 AW2068_MARKER: DB = BENCH MARK DISK
 AW2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2068_SP_SET: CONCRETE POST
 AW2068_STAMPING: U 640 1942
 AW2068_MARK LOGO: CGS   
 AW2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2068+STABILITY: SURFACE MOTION
 AW2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2068+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2004
 AW2068
 AW2068  HISTORY     - Date     Condition        Report By
 AW2068  HISTORY     - 1942     MONUMENTED       CGS
 AW2068  HISTORY     - 1958     GOOD             NGS
 AW2068  HISTORY     - 1964     GOOD             NGS
 AW2068  HISTORY     - 1978     GOOD             NGS
 AW2068  HISTORY     - 1987     GOOD             NGS
 AW2068  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW2068  HISTORY     - 20030211 POOR             USPSQD
 AW2068  HISTORY     - 20040213 GOOD             USPSQD
 AW2068
 AW2068                          STATION DESCRIPTION
 AW2068
 AW2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2068'2.65 MI E FROM GENOA.
 AW2068'ABOUT 2.65 MILES EAST ALONG THE GENOA-RED BLUFF ROAD FROM THE
 AW2068'GALVESTON, HOUSTON AND HENDERSON RAILROAD STATION AT GENOA, 30 FEET
 AW2068'NORTH OF THE CENTER LINE OF THE ROAD, 115 FEET EAST OF THE CENTER LINE
 AW2068'OF A DRIVEWAY LEADING NORTH, 24 FEET EAST OF A POWER POLE, 1 FOOT
 AW2068'NORTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST, AND IN THE TOP
 AW2068'OF A CONCRETE POST PROJECTING 6 INCHES.
 AW2068
 AW2068                          STATION RECOVERY (1964)
 AW2068
 AW2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2068'RECOVERED IN GOOD CONDITION.
 AW2068
 AW2068                          STATION RECOVERY (1978)
 AW2068
 AW2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2068'ABOUT 2.7 MILES EAST ALONG GENOA-RED BLUFF ROAD FROM ITS JUNCTION WITH
 AW2068'STATE HIGHWAY 3 IN GENOA, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 AW2068'115 FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING NORTH, 24 FEET
 AW2068'EAST OF A POWER POLE, AND 1 FOOT NORTH OF A FENCE.
 AW2068
 AW2068                          STATION RECOVERY (1987)
 AW2068
 AW2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2068'RECOVERED IN GOOD CONDITION.
 AW2068
 AW2068                          STATION RECOVERY (1998)
 AW2068
 AW2068'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2068'MARK NOT FOUND.
 AW2068
 AW2068                          STATION RECOVERY (2003)
 AW2068
 AW2068'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2068'THIS AREA IS NOW A PLANT NUSERY
 AW2068
 AW2068                          STATION RECOVERY (2004)
 AW2068
 AW2068'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0156 ***********************************************************************
 AE0156  DESIGNATION -  U 641
 AE0156  PID         -  AE0156
 AE0156  STATE/COUNTY-  TX/HIDALGO
 AE0156  USGS QUAD   -  LA REFORMA (1993)
 AE0156
 AE0156                         *CURRENT SURVEY CONTROL
 AE0156  ___________________________________________________________________
 AE0156* NAD 83(1986)-  26 40 55.     (N)    098 19 29.     (W)     SCALED    
 AE0156* NAVD 88     -        55.791  (meters)     183.04   (feet)  ADJUSTED  
 AE0156  ___________________________________________________________________
 AE0156  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AE0156  DYNAMIC HT  -          55.700 (meters)     182.74  (feet)  COMP
 AE0156  MODELED GRAV-     979,019.5   (mgal)                       NAVD 88
 AE0156
 AE0156  VERT ORDER  -  SECOND    CLASS 0
 AE0156
 AE0156.The horizontal coordinates were scaled from a topographic map and have
 AE0156.an estimated accuracy of +/- 6 seconds.
 AE0156
 AE0156.The orthometric height was determined by differential leveling
 AE0156.and adjusted by the National Geodetic Survey in June 1991..
 AE0156
 AE0156.The geoid height was determined by GEOID03.
 AE0156
 AE0156.The dynamic height is computed by dividing the NAVD 88
 AE0156.geopotential number by the normal gravity value computed on the
 AE0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0156.degrees latitude (g = 980.6199 gals.).
 AE0156
 AE0156.The modeled gravity was interpolated from observed gravity values.
 AE0156
 AE0156;                    North         East    Units  Estimated Accuracy
 AE0156;SPC TX S     - 5,112,500.      317,440.      MT  (+/- 180 meters Scaled)
 AE0156
 AE0156                          SUPERSEDED SURVEY CONTROL
 AE0156
 AE0156  NGVD 29 (??/??/92)   55.884  (m)          183.35   (f) ADJ UNCH    2 0
 AE0156
 AE0156.Superseded values are not recommended for survey control.
 AE0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0156.See file dsdata.txt to determine how the superseded data were derived.
 AE0156
 AE0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ671513(NAD 83)
 AE0156_MARKER: DB = BENCH MARK DISK
 AE0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0156_STAMPING: U 641 1942
 AE0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0156+STABILITY: SURFACE MOTION
 AE0156
 AE0156  HISTORY     - Date     Condition        Report By
 AE0156  HISTORY     - 1942     MONUMENTED       CGS
 AE0156
 AE0156                          STATION DESCRIPTION
 AE0156
 AE0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0156'0.5 MI S FROM CIPRES.
 AE0156'TO REACH FROM THE POST OFFICE AT CIPRES-- PROCEED 0.5 MILE SOUTHERLY
 AE0156'ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT THE
 AE0156'SOUTHWEST CORNER OF YARD AROUND FARM HOUSE, 64.0 FEET WEST OF THE
 AE0156'SOUTHWEST CORNER OF HOUSE AND 40.0 FEET EAST OF AND ABOUT THE SAME
 AE0156'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET NORTH OF A
 AE0156'4X4-INCH WOODEN MARKER POST AND 2.0 FEET SOUTH OF THE CORNER POST. THE
 AE0156'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0983 ***********************************************************************
 AE0983  DESIGNATION -  U 642
 AE0983  PID         -  AE0983
 AE0983  STATE/COUNTY-  TX/STARR
 AE0983  USGS QUAD   -  SAN ISIDRO (1993)
 AE0983
 AE0983                         *CURRENT SURVEY CONTROL
 AE0983  ___________________________________________________________________
 AE0983* NAD 83(1986)-  26 38 00.     (N)    098 29 53.     (W)     SCALED    
 AE0983* NAVD 88     -       116.424  (meters)     381.97   (feet)  ADJUSTED  
 AE0983  ___________________________________________________________________
 AE0983  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AE0983  DYNAMIC HT  -         116.233 (meters)     381.34  (feet)  COMP
 AE0983  MODELED GRAV-     979,008.8   (mgal)                       NAVD 88
 AE0983
 AE0983  VERT ORDER  -  SECOND    CLASS 0
 AE0983
 AE0983.The horizontal coordinates were scaled from a topographic map and have
 AE0983.an estimated accuracy of +/- 6 seconds.
 AE0983
 AE0983.The orthometric height was determined by differential leveling
 AE0983.and adjusted by the National Geodetic Survey in June 1991..
 AE0983
 AE0983.The geoid height was determined by GEOID03.
 AE0983
 AE0983.The dynamic height is computed by dividing the NAVD 88
 AE0983.geopotential number by the normal gravity value computed on the
 AE0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0983.degrees latitude (g = 980.6199 gals.).
 AE0983
 AE0983.The modeled gravity was interpolated from observed gravity values.
 AE0983
 AE0983;                    North         East    Units  Estimated Accuracy
 AE0983;SPC TX S     - 5,107,100.      300,190.      MT  (+/- 180 meters Scaled)
 AE0983
 AE0983                          SUPERSEDED SURVEY CONTROL
 AE0983
 AE0983  NGVD 29 (??/??/92)  116.488  (m)          382.18   (f) ADJ UNCH    2 0
 AE0983
 AE0983.Superseded values are not recommended for survey control.
 AE0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0983.See file dsdata.txt to determine how the superseded data were derived.
 AE0983
 AE0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ499459(NAD 83)
 AE0983_MARKER: DB = BENCH MARK DISK
 AE0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0983_STAMPING: U 642 1942
 AE0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0983+STABILITY: SURFACE MOTION
 AE0983
 AE0983  HISTORY     - Date     Condition        Report By
 AE0983  HISTORY     - 1942     MONUMENTED       CGS
 AE0983
 AE0983                          STATION DESCRIPTION
 AE0983
 AE0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0983'7.1 MI W FROM DELMITA.
 AE0983'TO REACH FROM THE POST OFFICE AT DELMITA-- PROCEED 1.3 MILES WEST
 AE0983'ALONG DIRT ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO 1.5 MILES
 AE0983'SOUTHERLY ALONG ROAD TO SHARP CURVE.  THENCE CONTINUE 4.3 MILES
 AE0983'WESTERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AE0983'ABOUT 0.2 MILE WEST OF A CATTLE GUARD ACROSS THE ROAD, 28.0 FEET NORTH
 AE0983'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT IS
 AE0983'3.0 FEET EAST OF A 4X4-INCH MARKER POST.  THE MONUMENT PROJECTS 0.4
 AE0983'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0984 ***********************************************************************
 AE0984  DESIGNATION -  U 642 RESET 1957
 AE0984  PID         -  AE0984
 AE0984  STATE/COUNTY-  TX/STARR
 AE0984  USGS QUAD   -  SAN ISIDRO (1993)
 AE0984
 AE0984                         *CURRENT SURVEY CONTROL
 AE0984  ___________________________________________________________________
 AE0984* NAD 83(1986)-  26 38 00.     (N)    098 29 53.     (W)     SCALED    
 AE0984* NAVD 88     -       116.61   (meters)     382.6    (feet)  RESET     
 AE0984  ___________________________________________________________________
 AE0984  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AE0984
 AE0984  VERT ORDER  -  THIRD
 AE0984
 AE0984.The horizontal coordinates were scaled from a topographic map and have
 AE0984.an estimated accuracy of +/- 6 seconds.
 AE0984
 AE0984.The orthometric height was computed from unverified reset data.
 AE0984
 AE0984.The geoid height was determined by GEOID03.
 AE0984
 AE0984;                    North         East    Units  Estimated Accuracy
 AE0984;SPC TX S     - 5,107,100.      300,190.      MT  (+/- 180 meters Scaled)
 AE0984
 AE0984                          SUPERSEDED SURVEY CONTROL
 AE0984
 AE0984.No superseded survey control is available for this station.
 AE0984
 AE0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ499459(NAD 83)
 AE0984_MARKER: DB = BENCH MARK DISK
 AE0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0984_STAMPING: U 642 RESET 1957
 AE0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0984+STABILITY: SURFACE MOTION
 AE0984
 AE0984  HISTORY     - Date     Condition        Report By
 AE0984  HISTORY     - 1957     MONUMENTED       TXHD
 AE0984  HISTORY     - 1959     GOOD             NGS
 AE0984
 AE0984                          STATION DESCRIPTION
 AE0984
 AE0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE0984'2.5 MI SW FROM CAMP SUN.
 AE0984'ABOUT 2.5 MILES SOUTHWEST ALONG F.M. ROAD NO. 2294 FROM THE MAIN
 AE0984'ENTRANCE TO CAMP SUN, A LARGE PUMPING PLANT AND HOUSING AREA OF THE
 AE0984'SUN OIL COMPANY.  IT IS 8 INCHES NORTHWEST OF THE NORTHWEST
 AE0984'RIGHT-OF-WAY FENCE LINE, 9 YARDS EAST OF A POWER POLE AND 75 YARDS
 AE0984'WEST OF A SMALL CULVERT.  IT IS 41 FEET LEFT OF HIGHWAY STATION 473 +
 AE0984'00.  A STANDARD DISK STAMPED U 642 RESET 1957 IN A CONCRETE FILLED
 AE0984'METAL PIPE 6 INCHES IN DIAMETER AND PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0990 ***********************************************************************
 AE0990  DESIGNATION -  U 643
 AE0990  PID         -  AE0990
 AE0990  STATE/COUNTY-  TX/STARR
 AE0990  USGS QUAD   -  RINCON (1993)
 AE0990
 AE0990                         *CURRENT SURVEY CONTROL
 AE0990  ___________________________________________________________________
 AE0990* NAD 83(1986)-  26 35 37.     (N)    098 32 26.     (W)     SCALED    
 AE0990* NAVD 88     -       136.334  (meters)     447.29   (feet)  ADJUSTED  
 AE0990  ___________________________________________________________________
 AE0990  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AE0990  DYNAMIC HT  -         136.110 (meters)     446.55  (feet)  COMP
 AE0990  MODELED GRAV-     979,002.1   (mgal)                       NAVD 88
 AE0990
 AE0990  VERT ORDER  -  SECOND    CLASS 0
 AE0990
 AE0990.The horizontal coordinates were scaled from a topographic map and have
 AE0990.an estimated accuracy of +/- 6 seconds.
 AE0990
 AE0990.The orthometric height was determined by differential leveling
 AE0990.and adjusted by the National Geodetic Survey in June 1991..
 AE0990
 AE0990.The geoid height was determined by GEOID03.
 AE0990
 AE0990.The dynamic height is computed by dividing the NAVD 88
 AE0990.geopotential number by the normal gravity value computed on the
 AE0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0990.degrees latitude (g = 980.6199 gals.).
 AE0990
 AE0990.The modeled gravity was interpolated from observed gravity values.
 AE0990
 AE0990;                    North         East    Units  Estimated Accuracy
 AE0990;SPC TX S     - 5,102,700.      295,960.      MT  (+/- 180 meters Scaled)
 AE0990
 AE0990                          SUPERSEDED SURVEY CONTROL
 AE0990
 AE0990  NGVD 29 (??/??/92)  136.394  (m)          447.49   (f) ADJ UNCH    2 0
 AE0990
 AE0990.Superseded values are not recommended for survey control.
 AE0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0990.See file dsdata.txt to determine how the superseded data were derived.
 AE0990
 AE0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ457415(NAD 83)
 AE0990_MARKER: DB = BENCH MARK DISK
 AE0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0990_STAMPING: U 643 1942
 AE0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0990+STABILITY: SURFACE MOTION
 AE0990
 AE0990  HISTORY     - Date     Condition        Report By
 AE0990  HISTORY     - 1942     MONUMENTED       CGS
 AE0990  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0990
 AE0990                          STATION DESCRIPTION
 AE0990
 AE0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0990'17.8 MI NW FROM MCCOOK.
 AE0990'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.7 MILES NORTHERLY
 AE0990'ALONG DIRT ROAD TO SHARP CURVE TO THE WEST.  THENCE, GO 10.7 MILES
 AE0990'WESTERLY ALONG ROAD TO INTERSECTION OF NORTH-SOUTH ROAD. THENCE, GO
 AE0990'2.4 MILES NORTHERLY ALONG ROAD TO SITE OF BENCH MARK. BENCH MARK IS
 AE0990'24.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0990'THE ROAD, 7.0 FEET NORTH OF A FENCE CORNER, 2.0 FEET SOUTH OF A
 AE0990'4X4-INCH WOODEN MARKER POST AND 2.0 FEET WEST OF FENCE. THE MONUMENT
 AE0990'PROJECTS 0.3 FOOT.
 AE0990
 AE0990                          STATION RECOVERY (1972)
 AE0990
 AE0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0643 ***********************************************************************
 AE0643  DESIGNATION -  U 644
 AE0643  PID         -  AE0643
 AE0643  STATE/COUNTY-  TX/HIDALGO
 AE0643  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0643
 AE0643                         *CURRENT SURVEY CONTROL
 AE0643  ___________________________________________________________________
 AE0643* NAD 83(1986)-  26 15 04.     (N)    098 31 53.     (W)     SCALED    
 AE0643* NAVD 88     -        46.888  (meters)     153.83   (feet)  ADJUSTED  
 AE0643  ___________________________________________________________________
 AE0643  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0643  DYNAMIC HT  -          46.810 (meters)     153.58  (feet)  COMP
 AE0643  MODELED GRAV-     978,986.3   (mgal)                       NAVD 88
 AE0643
 AE0643  VERT ORDER  -  FIRST     CLASS II
 AE0643
 AE0643.The horizontal coordinates were scaled from a topographic map and have
 AE0643.an estimated accuracy of +/- 6 seconds.
 AE0643
 AE0643.The orthometric height was determined by differential leveling
 AE0643.and adjusted by the National Geodetic Survey in June 1991..
 AE0643
 AE0643.The geoid height was determined by GEOID03.
 AE0643
 AE0643.The dynamic height is computed by dividing the NAVD 88
 AE0643.geopotential number by the normal gravity value computed on the
 AE0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0643.degrees latitude (g = 980.6199 gals.).
 AE0643
 AE0643.The modeled gravity was interpolated from observed gravity values.
 AE0643
 AE0643;                    North         East    Units  Estimated Accuracy
 AE0643;SPC TX S     - 5,064,750.      296,860.      MT  (+/- 180 meters Scaled)
 AE0643
 AE0643                          SUPERSEDED SURVEY CONTROL
 AE0643
 AE0643  NGVD 29 (??/??/92)   47.004  (m)          154.21   (f) ADJ UNCH    1 2
 AE0643
 AE0643.Superseded values are not recommended for survey control.
 AE0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0643.See file dsdata.txt to determine how the superseded data were derived.
 AE0643
 AE0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ467035(NAD 83)
 AE0643_MARKER: DB = BENCH MARK DISK
 AE0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0643+STABILITY: SURFACE MOTION
 AE0643
 AE0643  HISTORY     - Date     Condition        Report By
 AE0643  HISTORY     - UNK      MONUMENTED       CGS
 AE0643  HISTORY     - 1943     GOOD             NGS
 AE0643  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0643
 AE0643                          STATION DESCRIPTION
 AE0643
 AE0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0643'0.1 MI N FROM SAM FORDYCE.
 AE0643'BENCH MARK IS ABOUT 0.1 MILE NORTH ALONG A DIRT ROAD FROM THE MISSOURI
 AE0643'PACIFIC RAILROAD STATION AT SAM FORDYCE, AT THE INTERSECTION OF AN
 AE0643'EAST-WEST GRAVELED ROAD, 42.0 FEET SOUTH OF THE CENTERLINE OF THE
 AE0643'GRAVELED ROAD, 33.0 FEET EAST OF THE NORTH-SOUTH DIRT ROAD, AND 3.0
 AE0643'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  A DISK SET IN CONCRETE
 AE0643'POST PROJECTING ABOUT 0.6 FOOT.
 AE0643
 AE0643                          STATION RECOVERY (1981)
 AE0643
 AE0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0643'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0578 ***********************************************************************
 AE0578  DESIGNATION -  U 645
 AE0578  PID         -  AE0578
 AE0578  STATE/COUNTY-  TX/HIDALGO
 AE0578  USGS QUAD   -  FAYSVILLE (1963)
 AE0578
 AE0578                         *CURRENT SURVEY CONTROL
 AE0578  ___________________________________________________________________
 AE0578* NAD 83(1986)-  26 27 18.     (N)    098 10 02.     (W)     SCALED    
 AE0578* NAVD 88     -        26.108  (meters)      85.66   (feet)  ADJUSTED  
 AE0578  ___________________________________________________________________
 AE0578  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0578  DYNAMIC HT  -          26.065 (meters)      85.51  (feet)  COMP
 AE0578  MODELED GRAV-     979,024.0   (mgal)                       NAVD 88
 AE0578
 AE0578  VERT ORDER  -  SECOND    CLASS 0
 AE0578
 AE0578.The horizontal coordinates were scaled from a topographic map and have
 AE0578.an estimated accuracy of +/- 6 seconds.
 AE0578
 AE0578.The orthometric height was determined by differential leveling
 AE0578.and adjusted by the National Geodetic Survey in June 1991..
 AE0578
 AE0578.The geoid height was determined by GEOID03.
 AE0578
 AE0578.The dynamic height is computed by dividing the NAVD 88
 AE0578.geopotential number by the normal gravity value computed on the
 AE0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0578.degrees latitude (g = 980.6199 gals.).
 AE0578
 AE0578.The modeled gravity was interpolated from observed gravity values.
 AE0578
 AE0578;                    North         East    Units  Estimated Accuracy
 AE0578;SPC TX S     - 5,087,390.      333,190.      MT  (+/- 180 meters Scaled)
 AE0578
 AE0578                          SUPERSEDED SURVEY CONTROL
 AE0578
 AE0578  NGVD 29 (??/??/92)   26.213  (m)           86.00   (f) ADJ UNCH    2 0
 AE0578
 AE0578.Superseded values are not recommended for survey control.
 AE0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0578.See file dsdata.txt to determine how the superseded data were derived.
 AE0578
 AE0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ830263(NAD 83)
 AE0578_MARKER: DB = BENCH MARK DISK
 AE0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0578_STAMPING: U 645 1942
 AE0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0578+STABILITY: SURFACE MOTION
 AE0578
 AE0578  HISTORY     - Date     Condition        Report By
 AE0578  HISTORY     - 1942     MONUMENTED       CGS
 AE0578  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0578
 AE0578                          STATION DESCRIPTION
 AE0578
 AE0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0578'12.5 MI NW FROM EDINBURG.
 AE0578'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0578'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0578'WEST.  THENCE, GO 2.0 MILES WESTERLY ALONG DIRT ROAD TO THE SITE OF
 AE0578'THE BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE EAST OF POINT WHERE
 AE0578'POWERLINE CROSSES ROAD, 31.0 FEET SOUTH OF AND ABOUT THE SAME
 AE0578'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 2.0 FEET EAST OF A
 AE0578'4X4-INCH WOODEN MARKER POST AND 1.5 FEET NORTH OF FENCE.  THE MONUMENT
 AE0578'PROJECTS 0.6 FOOT.
 AE0578
 AE0578                          STATION RECOVERY (1962)
 AE0578
 AE0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2565 ***********************************************************************
 AW2565  DESIGNATION -  U 649
 AW2565  PID         -  AW2565
 AW2565  STATE/COUNTY-  TX/CHAMBERS
 AW2565  USGS QUAD   -  STOWELL (1993)
 AW2565
 AW2565                         *CURRENT SURVEY CONTROL
 AW2565  ___________________________________________________________________
 AW2565* NAD 83(1986)-  29 49 18.     (N)    094 28 58.     (W)     SCALED    
 AW2565* NAVD 88     -         9.17   (+/-2cm)      30.1    (feet)  VERTCON   
 AW2565  ___________________________________________________________________
 AW2565  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2565
 AW2565  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2565
 AW2565.The horizontal coordinates were scaled from a topographic map and have
 AW2565.an estimated accuracy of +/- 6 seconds.
 AW2565
 AW2565.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2565.The vertical order pertains to the NGVD 29 superseded value.
 AW2565
 AW2565.The geoid height was determined by GEOID03.
 AW2565
 AW2565;                    North         East    Units  Estimated Accuracy
 AW2565;SPC TXSC     - 4,228,790.    1,036,480.      MT  (+/- 180 meters Scaled)
 AW2565
 AW2565                          SUPERSEDED SURVEY CONTROL
 AW2565
 AW2565  NGVD 29 (??/??/92)    9.172  (m)           30.09   (f) ADJ UNCH    1 2
 AW2565
 AW2565.Superseded values are not recommended for survey control.
 AW2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2565.See file dsdata.txt to determine how the superseded data were derived.
 AW2565
 AW2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN567999(NAD 83)
 AW2565_MARKER: DB = BENCH MARK DISK
 AW2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2565_STAMPING: U 649 1942
 AW2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2565+STABILITY: SURFACE MOTION
 AW2565
 AW2565  HISTORY     - Date     Condition        Report By
 AW2565  HISTORY     - 1942     MONUMENTED       CGS
 AW2565  HISTORY     - 1959     GOOD             NGS
 AW2565  HISTORY     - 19890409 MARK NOT FOUND   USPSQD
 AW2565  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 AW2565  HISTORY     - 19980202 MARK NOT FOUND   USPSQD
 AW2565  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2565  HISTORY     - 20030211 MARK NOT FOUND   USPSQD
 AW2565  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2565
 AW2565                          STATION DESCRIPTION
 AW2565
 AW2565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2565'7.75 MI NW FROM STOWELL.
 AW2565'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2565'STOWELL, THENCE ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 73T, THENCE
 AW2565'ABOUT 2.3 MILES NORTH ALONG A PAVED COUNTY ROAD, 38 FEET WEST OF THE
 AW2565'CENTER LINE OF THE ROAD, ON THE TOP OF THE EAST DIKE OF AN IRRIGATION
 AW2565'CANAL, 345 FEET SOUTH OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE OVER
 AW2565'THE CANAL, 10 1/2 FEET WEST OF A FENCE, 11.0 FEET WEST OF A METAL
 AW2565'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 AW2565'POST FLUSH WITH THE GROUND.
 AW2565
 AW2565                          STATION RECOVERY (1989)
 AW2565
 AW2565'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2565'MARK NOT FOUND.
 AW2565
 AW2565                          STATION RECOVERY (1996)
 AW2565
 AW2565'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2565'MARK NOT FOUND.
 AW2565
 AW2565                          STATION RECOVERY (1998)
 AW2565
 AW2565'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2565'MARK NOT FOUND.
 AW2565
 AW2565                          STATION RECOVERY (2001)
 AW2565
 AW2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2565
 AW2565                          STATION RECOVERY (2003)
 AW2565
 AW2565'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2565'MARK NOT FOUND.
 AW2565
 AW2565                          STATION RECOVERY (2004)
 AW2565
 AW2565'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0600 ***********************************************************************
 BZ0600  DESIGNATION -  U 65
 BZ0600  PID         -  BZ0600
 BZ0600  STATE/COUNTY-  TX/LIMESTONE
 BZ0600  USGS QUAD   -  COOLIDGE (1978)
 BZ0600
 BZ0600                         *CURRENT SURVEY CONTROL
 BZ0600  ___________________________________________________________________
 BZ0600* NAD 83(1986)-  31 45 16.     (N)    096 38 57.     (W)     SCALED    
 BZ0600* NAVD 88     -       162.967  (meters)     534.67   (feet)  ADJUSTED  
 BZ0600  ___________________________________________________________________
 BZ0600  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0600  DYNAMIC HT  -         162.773 (meters)     534.03  (feet)  COMP
 BZ0600  MODELED GRAV-     979,445.9   (mgal)                       NAVD 88
 BZ0600
 BZ0600  VERT ORDER  -  FIRST     CLASS II
 BZ0600
 BZ0600.The horizontal coordinates were scaled from a topographic map and have
 BZ0600.an estimated accuracy of +/- 6 seconds.
 BZ0600
 BZ0600.The orthometric height was determined by differential leveling
 BZ0600.and adjusted by the National Geodetic Survey in June 1991..
 BZ0600.WARNING-Repeat measurements at this control monument indicate possible
 BZ0600.vertical movement.
 BZ0600
 BZ0600.The geoid height was determined by GEOID03.
 BZ0600
 BZ0600.The dynamic height is computed by dividing the NAVD 88
 BZ0600.geopotential number by the normal gravity value computed on the
 BZ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0600.degrees latitude (g = 980.6199 gals.).
 BZ0600
 BZ0600.The modeled gravity was interpolated from observed gravity values.
 BZ0600
 BZ0600;                    North         East    Units  Estimated Accuracy
 BZ0600;SPC TX C     - 3,237,230.    1,048,980.      MT  (+/- 180 meters Scaled)
 BZ0600
 BZ0600                          SUPERSEDED SURVEY CONTROL
 BZ0600
 BZ0600  NGVD 29 (??/??/92)  162.946  (m)          534.60   (f) ADJ UNCH    1 2
 BZ0600
 BZ0600.Superseded values are not recommended for survey control.
 BZ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0600.See file dsdata.txt to determine how the superseded data were derived.
 BZ0600
 BZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA226156(NAD 83)
 BZ0600_MARKER: DB = BENCH MARK DISK
 BZ0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0600_SP_SET: SIDEWALK
 BZ0600_STAMPING: U 65 1929 ELEV 534.336
 BZ0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0600
 BZ0600  HISTORY     - Date     Condition        Report By
 BZ0600  HISTORY     - 1929     MONUMENTED       CGS
 BZ0600  HISTORY     - 1948     GOOD             NGS
 BZ0600  HISTORY     - 1980     GOOD             NGS
 BZ0600  HISTORY     - 19950715 GOOD             USPSQD
 BZ0600
 BZ0600                          STATION DESCRIPTION
 BZ0600
 BZ0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0600'IN COOLIDGE.
 BZ0600'AT COOLIDGE, SET VERTICALLY IN THE SOUTHEAST FACE AND AT THE EAST
 BZ0600'CORNER OF THE J.D. MCELROY BUILDING, 109.0 FEET WEST OF BENCH MARK T
 BZ0600'65, 108.0 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 171, 4.9
 BZ0600'FEET ABOVE THE BOTTOM STEP OF A SET OF THREE STEPS IN THE SIDEWALK.
 BZ0600
 BZ0600                          STATION RECOVERY (1980)
 BZ0600
 BZ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0600'IN COOLIDGE, AT THE INTERSECTION OF FARM ROAD 73 (BELL STREET) AND
 BZ0600'FARM ROAD 1951 (1ST STREET), SET VERTICALLY IN THE SOUTHEAST FACE AND
 BZ0600'AT THE EAST CORNER OF THE KENNETH E. PARIS FURNITURE AND APPLIANCES
 BZ0600'BUILDING, 33.2 M. (109 FT.) SOUTHWEST OF THE CENTERLINE OF FARM ROAD
 BZ0600'1951, 11.9 M. (39.5 FT.) NORTHWEST OF THE CENTERLINE OF FARM ROAD 73,
 BZ0600'25.1 M. (82.5 FT.) SOUTHWEST OF A LIGHT POLE.
 BZ0600'THE MARK IS 1.7 M ABOVE THE SIDEWALK.
 BZ0600
 BZ0600                          STATION RECOVERY (1995)
 BZ0600
 BZ0600'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1468 ***********************************************************************
 AY1468  DESIGNATION -  U 651
 AY1468  PID         -  AY1468
 AY1468  STATE/COUNTY-  TX/UVALDE
 AY1468  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1468
 AY1468                         *CURRENT SURVEY CONTROL
 AY1468  ___________________________________________________________________
 AY1468* NAD 83(1986)-  29 35 53.     (N)    099 37 53.     (W)     SCALED    
 AY1468* NAVD 88     -       488.610  (meters)    1603.05   (feet)  ADJUSTED  
 AY1468  ___________________________________________________________________
 AY1468  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AY1468  DYNAMIC HT  -         487.889 (meters)    1600.68  (feet)  COMP
 AY1468  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 AY1468
 AY1468  VERT ORDER  -  SECOND    CLASS 0
 AY1468
 AY1468.The horizontal coordinates were scaled from a topographic map and have
 AY1468.an estimated accuracy of +/- 6 seconds.
 AY1468
 AY1468.The orthometric height was determined by differential leveling
 AY1468.and adjusted by the National Geodetic Survey in June 1991..
 AY1468
 AY1468.The geoid height was determined by GEOID03.
 AY1468
 AY1468.The dynamic height is computed by dividing the NAVD 88
 AY1468.geopotential number by the normal gravity value computed on the
 AY1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1468.degrees latitude (g = 980.6199 gals.).
 AY1468
 AY1468.The modeled gravity was interpolated from observed gravity values.
 AY1468
 AY1468;                    North         East    Units  Estimated Accuracy
 AY1468;SPC TXSC     - 4,195,740.      538,840.      MT  (+/- 180 meters Scaled)
 AY1468
 AY1468                          SUPERSEDED SURVEY CONTROL
 AY1468
 AY1468  NGVD 29 (??/??/92)  488.519  (m)         1602.75   (f) ADJ UNCH    2 0
 AY1468
 AY1468.Superseded values are not recommended for survey control.
 AY1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1468.See file dsdata.txt to determine how the superseded data were derived.
 AY1468
 AY1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT388744(NAD 83)
 AY1468_MARKER: DB = BENCH MARK DISK
 AY1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1468_STAMPING: U 651 1953
 AY1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1468+STABILITY: SURFACE MOTION
 AY1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1468+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1468
 AY1468  HISTORY     - Date     Condition        Report By
 AY1468  HISTORY     - 1953     MONUMENTED       CGS
 AY1468  HISTORY     - 20050302 GOOD             USPSQD
 AY1468
 AY1468                          STATION DESCRIPTION
 AY1468
 AY1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1468'7.5 MI W FROM UTOPIA.
 AY1468'0.2 MILE SOUTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1468'THENCE 7.3 MILES WEST ALONG FARM ROAD 1050, 0.2 MILE SOUTHWEST OF A
 AY1468'HILL, 59 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 2.5 FEET
 AY1468'SOUTH OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AY1468'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1468
 AY1468                          STATION RECOVERY (2005)
 AY1468
 AY1468'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0214 ***********************************************************************
 AE0214  DESIGNATION -  U 652
 AE0214  PID         -  AE0214
 AE0214  STATE/COUNTY-  TX/HIDALGO
 AE0214  USGS QUAD   -  LINN (1982)
 AE0214
 AE0214                         *CURRENT SURVEY CONTROL
 AE0214  ___________________________________________________________________
 AE0214* NAD 83(1986)-  26 33 46.     (N)    098 05 22.     (W)     SCALED    
 AE0214* NAVD 88     -        23.808  (meters)      78.11   (feet)  ADJUSTED  
 AE0214  ___________________________________________________________________
 AE0214  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AE0214  DYNAMIC HT  -          23.770 (meters)      77.99  (feet)  COMP
 AE0214  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 AE0214
 AE0214  VERT ORDER  -  SECOND    CLASS 0
 AE0214
 AE0214.The horizontal coordinates were scaled from a topographic map and have
 AE0214.an estimated accuracy of +/- 6 seconds.
 AE0214
 AE0214.The orthometric height was determined by differential leveling
 AE0214.and adjusted by the National Geodetic Survey in June 1991..
 AE0214
 AE0214.The geoid height was determined by GEOID03.
 AE0214
 AE0214.The dynamic height is computed by dividing the NAVD 88
 AE0214.geopotential number by the normal gravity value computed on the
 AE0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0214.degrees latitude (g = 980.6199 gals.).
 AE0214
 AE0214.The modeled gravity was interpolated from observed gravity values.
 AE0214
 AE0214;                    North         East    Units  Estimated Accuracy
 AE0214;SPC TX S     - 5,099,350.      340,900.      MT  (+/- 180 meters Scaled)
 AE0214
 AE0214                          SUPERSEDED SURVEY CONTROL
 AE0214
 AE0214  NGVD 29 (??/??/92)   23.92   (m)           78.5    (f) COMPUTED    2 0
 AE0214
 AE0214.Superseded values are not recommended for survey control.
 AE0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0214.See file dsdata.txt to determine how the superseded data were derived.
 AE0214
 AE0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ906383(NAD 83)
 AE0214_MARKER: DB = BENCH MARK DISK
 AE0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0214_STAMPING: U 652 1942
 AE0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0214+STABILITY: SURFACE MOTION
 AE0214
 AE0214  HISTORY     - Date     Condition        Report By
 AE0214  HISTORY     - 1942     MONUMENTED       CGS
 AE0214  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0214
 AE0214                          STATION DESCRIPTION
 AE0214
 AE0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0214'2 MI E FROM SAN MANUEL.
 AE0214'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 2.0 MILES
 AE0214'EASTERLY ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0214'ABOUT 0.6 MILE WEST OF A BROWN STUCCOED HOUSE, 37.0 FEET NORTH OF AND
 AE0214'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 13.0 FEET
 AE0214'NORTH OF ROAD FENCE, AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0214'POST, MONUMENT PROJECTS 0.5 FOOT.
 AE0214
 AE0214                          STATION RECOVERY (1962)
 AE0214
 AE0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0211 ***********************************************************************
 AE0211  DESIGNATION -  U 653
 AE0211  PID         -  AE0211
 AE0211  STATE/COUNTY-  TX/HIDALGO
 AE0211  USGS QUAD   -  LINN SIDING (1982)
 AE0211
 AE0211                         *CURRENT SURVEY CONTROL
 AE0211  ___________________________________________________________________
 AE0211* NAD 83(1986)-  26 30 44.     (N)    098 07 50.     (W)     SCALED    
 AE0211* NAVD 88     -        24.923  (meters)      81.77   (feet)  ADJUSTED  
 AE0211  ___________________________________________________________________
 AE0211  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0211  DYNAMIC HT  -          24.883 (meters)      81.64  (feet)  COMP
 AE0211  MODELED GRAV-     979,036.2   (mgal)                       NAVD 88
 AE0211
 AE0211  VERT ORDER  -  SECOND    CLASS 0
 AE0211
 AE0211.The horizontal coordinates were scaled from a topographic map and have
 AE0211.an estimated accuracy of +/- 6 seconds.
 AE0211
 AE0211.The orthometric height was determined by differential leveling
 AE0211.and adjusted by the National Geodetic Survey in June 1991..
 AE0211
 AE0211.The geoid height was determined by GEOID03.
 AE0211
 AE0211.The dynamic height is computed by dividing the NAVD 88
 AE0211.geopotential number by the normal gravity value computed on the
 AE0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0211.degrees latitude (g = 980.6199 gals.).
 AE0211
 AE0211.The modeled gravity was interpolated from observed gravity values.
 AE0211
 AE0211;                    North         East    Units  Estimated Accuracy
 AE0211;SPC TX S     - 5,093,740.      336,820.      MT  (+/- 180 meters Scaled)
 AE0211
 AE0211                          SUPERSEDED SURVEY CONTROL
 AE0211
 AE0211  NGVD 29 (??/??/92)   25.030  (m)           82.12   (f) ADJ UNCH    2 0
 AE0211
 AE0211.Superseded values are not recommended for survey control.
 AE0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0211.See file dsdata.txt to determine how the superseded data were derived.
 AE0211
 AE0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ866327(NAD 83)
 AE0211_MARKER: DB = BENCH MARK DISK
 AE0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0211_SP_SET: DRILL HOLE
 AE0211_STAMPING: U 653 1942
 AE0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0211
 AE0211  HISTORY     - Date     Condition        Report By
 AE0211  HISTORY     - 1942     MONUMENTED       CGS
 AE0211  HISTORY     - 1942     GOOD             NGS
 AE0211
 AE0211                          STATION DESCRIPTION
 AE0211
 AE0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0211'3.1 MI S FROM SAN MANUEL.
 AE0211'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL, PROCEED SOUTHERLY
 AE0211'ON U.S. HIGHWAY NUMBER 281 AND GO 3.1 MILES TO A CONCRETE CULVERT AND
 AE0211'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF
 AE0211'THE TOP OF THE EAST HEADWALL OF THE CULVERT, IT IS ABOUT 1.1 MILES
 AE0211'NORTH OF THE RED GATE SERVICE STATION.  36 FEET EAST OF AND ABOUT 0.6
 AE0211'FOOT BELOW THE CENTERLINE OF THE HIGHWAY.  A DISK SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0438 ***********************************************************************
 AE0438  DESIGNATION -  U 655
 AE0438  PID         -  AE0438
 AE0438  STATE/COUNTY-  TX/HIDALGO
 AE0438  USGS QUAD   -  HARGILL (1963)
 AE0438
 AE0438                         *CURRENT SURVEY CONTROL
 AE0438  ___________________________________________________________________
 AE0438* NAD 83(1986)-  26 23 53.     (N)    098 01 18.     (W)     SCALED    
 AE0438* NAVD 88     -        20.666  (meters)      67.80   (feet)  ADJUSTED  
 AE0438  ___________________________________________________________________
 AE0438  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AE0438  DYNAMIC HT  -          20.632 (meters)      67.69  (feet)  COMP
 AE0438  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 AE0438
 AE0438  VERT ORDER  -  SECOND    CLASS 0
 AE0438
 AE0438.The horizontal coordinates were scaled from a topographic map and have
 AE0438.an estimated accuracy of +/- 6 seconds.
 AE0438
 AE0438.The orthometric height was determined by differential leveling
 AE0438.and adjusted by the National Geodetic Survey in June 1991..
 AE0438
 AE0438.The geoid height was determined by GEOID03.
 AE0438
 AE0438.The dynamic height is computed by dividing the NAVD 88
 AE0438.geopotential number by the normal gravity value computed on the
 AE0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0438.degrees latitude (g = 980.6199 gals.).
 AE0438
 AE0438.The modeled gravity was interpolated from observed gravity values.
 AE0438
 AE0438;                    North         East    Units  Estimated Accuracy
 AE0438;SPC TX S     - 5,081,120.      347,730.      MT  (+/- 180 meters Scaled)
 AE0438
 AE0438                          SUPERSEDED SURVEY CONTROL
 AE0438
 AE0438  NGVD 29 (??/??/92)   20.78   (m)           68.2    (f) COMPUTED    2 0
 AE0438
 AE0438.Superseded values are not recommended for survey control.
 AE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0438.See file dsdata.txt to determine how the superseded data were derived.
 AE0438
 AE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ975201(NAD 83)
 AE0438_MARKER: DB = BENCH MARK DISK
 AE0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0438_STAMPING: U 655 1942
 AE0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0438+STABILITY: SURFACE MOTION
 AE0438
 AE0438  HISTORY     - Date     Condition        Report By
 AE0438  HISTORY     - 1942     MONUMENTED       CGS
 AE0438
 AE0438                          STATION DESCRIPTION
 AE0438
 AE0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0438'15.2 MI NE FROM EDINBURG.
 AE0438'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0438'9. MILES ALONG U.S. HIGHWAY NO. 281, THENCE EASTERLY 7.5 MILES ALONG
 AE0438'DIRT ROAD PAST GULF STATES RECYCLING COMPANY (SAN SALVADOR PLANT) TO
 AE0438'THE SITE OF THE BENCH MARK.  BENCH MARK IS 5. FEET NORTH OF CATTLE
 AE0438'GUARD AT RANCH AND COUNTY ROAD JUNCTION.  IT IS 31. FEET WEST OF AND
 AE0438'ABOUT THE SAME ELEVATIONAS THE CENTERLINE OF ROAD AND 3 FEET SOUTH OF
 AE0438'A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0482 ***********************************************************************
 AE0482  DESIGNATION -  U 656
 AE0482  PID         -  AE0482
 AE0482  STATE/COUNTY-  TX/HIDALGO
 AE0482  USGS QUAD   -  EDINBURG (1983)
 AE0482
 AE0482                         *CURRENT SURVEY CONTROL
 AE0482  ___________________________________________________________________
 AE0482* NAD 83(1986)-  26 19 28.     (N)    098 09 30.     (W)     SCALED    
 AE0482* NAVD 88     -        28.354  (meters)      93.02   (feet)  ADJUSTED  
 AE0482  ___________________________________________________________________
 AE0482  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0482  DYNAMIC HT  -          28.308 (meters)      92.87  (feet)  COMP
 AE0482  MODELED GRAV-     979,016.7   (mgal)                       NAVD 88
 AE0482
 AE0482  VERT ORDER  -  SECOND    CLASS 0
 AE0482
 AE0482.The horizontal coordinates were scaled from a topographic map and have
 AE0482.an estimated accuracy of +/- 6 seconds.
 AE0482
 AE0482.The orthometric height was determined by differential leveling
 AE0482.and adjusted by the National Geodetic Survey in June 1991..
 AE0482
 AE0482.The geoid height was determined by GEOID03.
 AE0482
 AE0482.The dynamic height is computed by dividing the NAVD 88
 AE0482.geopotential number by the normal gravity value computed on the
 AE0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0482.degrees latitude (g = 980.6199 gals.).
 AE0482
 AE0482.The modeled gravity was interpolated from observed gravity values.
 AE0482
 AE0482;                    North         East    Units  Estimated Accuracy
 AE0482;SPC TX S     - 5,072,920.      334,110.      MT  (+/- 180 meters Scaled)
 AE0482
 AE0482                          SUPERSEDED SURVEY CONTROL
 AE0482
 AE0482  NGVD 29 (??/??/92)   28.468  (m)           93.40   (f) ADJ UNCH    2 0
 AE0482
 AE0482.Superseded values are not recommended for survey control.
 AE0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0482.See file dsdata.txt to determine how the superseded data were derived.
 AE0482
 AE0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ840118(NAD 83)
 AE0482_MARKER: DB = BENCH MARK DISK
 AE0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0482_STAMPING: U 656 1942
 AE0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0482+STABILITY: SURFACE MOTION
 AE0482
 AE0482  HISTORY     - Date     Condition        Report By
 AE0482  HISTORY     - 1942     MONUMENTED       CGS
 AE0482  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0482  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0482
 AE0482                          STATION DESCRIPTION
 AE0482
 AE0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0482'1.5 MI N FROM EDINBURG.
 AE0482'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0482'1.5 MILES ALONG U.S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH MARK.
 AE0482'BENCH MARK IS IN FRONT OF AND ACROSS THE HIGHWAY FROM TIN BUILDING
 AE0482'(TRUCKERS EXCHANGE) AND 56. FEET SOUTH OF TELEPHONE POLE.  IT IS 47.
 AE0482'FEET WEST OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF PAVEMENT AND
 AE0482'3. FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AE0482'0.5 FOOT.
 AE0482
 AE0482                          STATION RECOVERY (1962)
 AE0482
 AE0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0482'MARK NOT FOUND.
 AE0482
 AE0482                          STATION RECOVERY (1987)
 AE0482
 AE0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0715 ***********************************************************************
 AB0715  DESIGNATION -  U 657
 AB0715  PID         -  AB0715
 AB0715  STATE/COUNTY-  TX/CAMERON
 AB0715  USGS QUAD   -  SANTA ROSA (1982)
 AB0715
 AB0715                         *CURRENT SURVEY CONTROL
 AB0715  ___________________________________________________________________
 AB0715* NAD 83(1986)-  26 16 05.     (N)    097 51 10.     (W)     SCALED    
 AB0715* NAVD 88     -        18.122  (meters)      59.46   (feet)  ADJUSTED  
 AB0715  ___________________________________________________________________
 AB0715  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AB0715  DYNAMIC HT  -          18.093 (meters)      59.36  (feet)  COMP
 AB0715  MODELED GRAV-     979,031.0   (mgal)                       NAVD 88
 AB0715
 AB0715  VERT ORDER  -  SECOND    CLASS 0
 AB0715
 AB0715.The horizontal coordinates were scaled from a topographic map and have
 AB0715.an estimated accuracy of +/- 6 seconds.
 AB0715
 AB0715.The orthometric height was determined by differential leveling
 AB0715.and adjusted by the National Geodetic Survey in June 1991..
 AB0715
 AB0715.The geoid height was determined by GEOID03.
 AB0715
 AB0715.The dynamic height is computed by dividing the NAVD 88
 AB0715.geopotential number by the normal gravity value computed on the
 AB0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0715.degrees latitude (g = 980.6199 gals.).
 AB0715
 AB0715.The modeled gravity was interpolated from observed gravity values.
 AB0715
 AB0715;                    North         East    Units  Estimated Accuracy
 AB0715;SPC TX S     - 5,066,800.      364,650.      MT  (+/- 180 meters Scaled)
 AB0715
 AB0715                          SUPERSEDED SURVEY CONTROL
 AB0715
 AB0715  NGVD 29 (??/??/92)   18.223  (m)           59.79   (f) ADJ UNCH    2 0
 AB0715
 AB0715.Superseded values are not recommended for survey control.
 AB0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0715.See file dsdata.txt to determine how the superseded data were derived.
 AB0715
 AB0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ145058(NAD 83)
 AB0715_MARKER: DB = BENCH MARK DISK
 AB0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0715_SP_SET: CULVERT
 AB0715_STAMPING: U 657 1942
 AB0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0715+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2004
 AB0715
 AB0715  HISTORY     - Date     Condition        Report By
 AB0715  HISTORY     - 1942     MONUMENTED       CGS
 AB0715  HISTORY     - 20040214 GOOD             GEOCAC
 AB0715
 AB0715                          STATION DESCRIPTION
 AB0715
 AB0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0715'1.8 MI W FROM SANTA ROSA.
 AB0715'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SANTA ROSA.
 AB0715'PROCEED 1.8 MILES WESTERLY ALONG RAILROAD TRACKS TO SITE OF BENCH
 AB0715'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE EAST END OF THE SOUTH
 AB0715'HEADWALL OF CONCRETE RAILROAD CULVERT NO. 162.95, ABOUT 80.0 FEET WEST
 AB0715'OF MILE POST 163, 55.0 FEET WEST OF CENTERLINE OF A ROAD CROSSING. A
 AB0715'STANDARD DISK SET IN A DRILL HOLE AND STAMPED U 657 1942.
 AB0715
 AB0715                          STATION RECOVERY (2004)
 AB0715
 AB0715'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0715'BENCH MARK IS SET IN SOUTHEAST CORNER OF NORTH HEADWALL.  FOUND IN
 AB0715'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1209 ***********************************************************************
 BL1209  DESIGNATION -  U 661
 BL1209  PID         -  BL1209
 BL1209  STATE/COUNTY-  TX/HARRIS
 BL1209  USGS QUAD   -  HUFFMAN (1980)
 BL1209
 BL1209                         *CURRENT SURVEY CONTROL
 BL1209  ___________________________________________________________________
 BL1209* NAD 83(1986)-  30 02 15.     (N)    095 04 34.     (W)     SCALED    
 BL1209* NAVD 88     -        21.14   (+/-2cm)      69.4    (feet)  VERTCON   
 BL1209  ___________________________________________________________________
 BL1209  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1209
 BL1209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1209
 BL1209.The horizontal coordinates were scaled from a topographic map and have
 BL1209.an estimated accuracy of +/- 6 seconds.
 BL1209
 BL1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1209.The vertical order pertains to the NGVD 29 superseded value.
 BL1209
 BL1209.The geoid height was determined by GEOID03.
 BL1209
 BL1209;                    North         East    Units  Estimated Accuracy
 BL1209;SPC TXSC     - 4,250,630.      978,370.      MT  (+/- 180 meters Scaled)
 BL1209
 BL1209                          SUPERSEDED SURVEY CONTROL
 BL1209
 BL1209  NGVD 29 (??/??/92)   21.144  (m)           69.37   (f) ADJ UNCH    2 0
 BL1209
 BL1209.Superseded values are not recommended for survey control.
 BL1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1209.See file dsdata.txt to determine how the superseded data were derived.
 BL1209
 BL1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP998247(NAD 83)
 BL1209_MARKER: DB = BENCH MARK DISK
 BL1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1209_STAMPING: U 661 1942
 BL1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1209+STABILITY: SURFACE MOTION
 BL1209
 BL1209  HISTORY     - Date     Condition        Report By
 BL1209  HISTORY     - 1942     MONUMENTED       CGS
 BL1209  HISTORY     - 1954     GOOD             NGS
 BL1209  HISTORY     - 1978     GOOD             NGS
 BL1209  HISTORY     - 19971115 GOOD             USPSQD
 BL1209
 BL1209                          STATION DESCRIPTION
 BL1209
 BL1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1209'1.6 MI NE FROM HUFFMAN.
 BL1209'0.8 MILE NORTH ALONG AN OILED ROAD FROM THE SCHOOLHOUSE AT HUFFMAN,
 BL1209'THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, 35 FEET NORTH OF THE
 BL1209'CENTER LINE OF A GRADED DIRT ROAD, 29 FEET EAST OF THE CENTER LINE OF
 BL1209'A PRIVATE ROAD LEADING NORTH, 1.5 FEET NORTH OF A FENCE CORNER, 0.7
 BL1209'FOOT WEST OF A FENCE, 0.6 FOOT EAST OF A WITNESS POST, SET IN THE TOP
 BL1209'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL1209
 BL1209                          STATION RECOVERY (1978)
 BL1209
 BL1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1209'RECOVERED IN GOOD CONDITION.
 BL1209
 BL1209                          STATION RECOVERY (1997)
 BL1209
 BL1209'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3104 ***********************************************************************
 AW3104  DESIGNATION -  U 663
 AW3104  PID         -  AW3104
 AW3104  STATE/COUNTY-  TX/LIBERTY
 AW3104  USGS QUAD   -  SHILOH (1993)
 AW3104
 AW3104                         *CURRENT SURVEY CONTROL
 AW3104  ___________________________________________________________________
 AW3104* NAD 83(1986)-  29 59 32.     (N)    094 40 55.     (W)     SCALED    
 AW3104* NAVD 88     -        16.52   (+/-2cm)      54.2    (feet)  VERTCON   
 AW3104  ___________________________________________________________________
 AW3104  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3104
 AW3104  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3104
 AW3104.The horizontal coordinates were scaled from a topographic map and have
 AW3104.an estimated accuracy of +/- 6 seconds.
 AW3104
 AW3104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3104.The vertical order pertains to the NGVD 29 superseded value.
 AW3104
 AW3104.The geoid height was determined by GEOID03.
 AW3104
 AW3104;                    North         East    Units  Estimated Accuracy
 AW3104;SPC TX C     - 3,049,940.    1,245,110.      MT  (+/- 180 meters Scaled)
 AW3104
 AW3104                          SUPERSEDED SURVEY CONTROL
 AW3104
 AW3104  NGVD 29 (??/??/92)   16.529  (m)           54.23   (f) ADJ UNCH    1 2
 AW3104
 AW3104.Superseded values are not recommended for survey control.
 AW3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3104.See file dsdata.txt to determine how the superseded data were derived.
 AW3104
 AW3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP377191(NAD 83)
 AW3104_MARKER: DB = BENCH MARK DISK
 AW3104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3104_STAMPING: U 663 1942
 AW3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3104+STABILITY: SURFACE MOTION
 AW3104
 AW3104  HISTORY     - Date     Condition        Report By
 AW3104  HISTORY     - 1942     MONUMENTED       CGS
 AW3104  HISTORY     - 1959     GOOD             NGS
 AW3104  HISTORY     - 19890428 MARK NOT FOUND   USPSQD
 AW3104  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 AW3104
 AW3104                          STATION DESCRIPTION
 AW3104
 AW3104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3104'4.0 MI S FROM RAYWOOD.
 AW3104'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE RICE GROWERS
 AW3104'CONCRETE ELEVATOR AT RAYWOOD, THENCE ABOUT 3.85 MILES SOUTH ALONG FARM
 AW3104'ROAD 770, 216 FEET NORTHWEST OF THE CENTER OF A CURVE IN THE ROAD, 236
 AW3104'FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD, 218 FEET SOUTH OF A
 AW3104'DOUBLE BRACED POWER POLE, 40 FEET WEST OF THE CENTER LINE OF AN OLD
 AW3104'ROAD BED, IN A HEDGE ROW, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A
 AW3104'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 AW3104'PROJECTING 4 INCHES.
 AW3104
 AW3104                          STATION RECOVERY (1989)
 AW3104
 AW3104'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW3104'MARK NOT FOUND.
 AW3104
 AW3104                          STATION RECOVERY (2004)
 AW3104
 AW3104'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2913 ***********************************************************************
 AW2913  DESIGNATION -  U 665
 AW2913  PID         -  AW2913
 AW2913  STATE/COUNTY-  TX/LIBERTY
 AW2913  USGS QUAD   -  SHEEKS (1993)
 AW2913
 AW2913                         *CURRENT SURVEY CONTROL
 AW2913  ___________________________________________________________________
 AW2913* NAD 83(1986)-  29 53 15.     (N)    094 56 11.     (W)     SCALED    
 AW2913* NAVD 88     -        11.45   (+/-2cm)      37.6    (feet)  VERTCON   
 AW2913  ___________________________________________________________________
 AW2913  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2913
 AW2913  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2913
 AW2913.The horizontal coordinates were scaled from a topographic map and have
 AW2913.an estimated accuracy of +/- 6 seconds.
 AW2913
 AW2913.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2913.The vertical order pertains to the NGVD 29 superseded value.
 AW2913
 AW2913.The geoid height was determined by GEOID03.
 AW2913
 AW2913;                    North         East    Units  Estimated Accuracy
 AW2913;SPC TX C     - 3,037,130.    1,221,150.      MT  (+/- 180 meters Scaled)
 AW2913
 AW2913                          SUPERSEDED SURVEY CONTROL
 AW2913
 AW2913  NGVD 29 (??/??/92)   11.448  (m)           37.56   (f) ADJ UNCH    1 2
 AW2913
 AW2913.Superseded values are not recommended for survey control.
 AW2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2913.See file dsdata.txt to determine how the superseded data were derived.
 AW2913
 AW2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP130078(NAD 83)
 AW2913_MARKER: DB = BENCH MARK DISK
 AW2913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2913_STAMPING: U 665 1942
 AW2913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2913+STABILITY: SURFACE MOTION
 AW2913
 AW2913  HISTORY     - Date     Condition        Report By
 AW2913  HISTORY     - 1942     MONUMENTED       CGS
 AW2913  HISTORY     - 1963     GOOD             NGS
 AW2913  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW2913  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2913  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW2913
 AW2913                          STATION DESCRIPTION
 AW2913
 AW2913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW2913'4.8 MI NW FROM MONT BELVIEU.
 AW2913'ABOUT 0.45 MILE NORTHWEST ALONG LOOP 297 FROM THE METHODIST CHURCH AT
 AW2913'MONT BELVIEU, THENCE 1.35 MILES WEST ALONG FARM ROAD 1942, THENCE 3.0
 AW2913'MILES NORTHWEST ALONG A SHELL ROAD, ABOUT 0.75 MILE NORTH OF A SHARP
 AW2913'CURVE IN THE  ROAD, ABOUT 0.1 MILE SOUTHEAST OF AN IRRIGATION DITCH,
 AW2913'25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTHEAST OF
 AW2913'THE FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE
 AW2913'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 AW2913
 AW2913                          STATION RECOVERY (1976)
 AW2913
 AW2913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW2913'MARK NOT FOUND.
 AW2913
 AW2913                          STATION RECOVERY (1978)
 AW2913
 AW2913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2913'NOT RECOVERED.
 AW2913
 AW2913                          STATION RECOVERY (2004)
 AW2913
 AW2913'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0864 ***********************************************************************
 AW0864  DESIGNATION -  U 667
 AW0864  PID         -  AW0864
 AW0864  STATE/COUNTY-  TX/HARRIS
 AW0864  USGS QUAD   -  ALDINE (1995)
 AW0864
 AW0864                         *CURRENT SURVEY CONTROL
 AW0864  ___________________________________________________________________
 AW0864* NAD 83(1986)-  29 57 44.     (N)    095 29 54.     (W)     SCALED    
 AW0864* NAVD 88     -        35.79   (+/-2cm)     117.4    (feet)  VERTCON   
 AW0864  ___________________________________________________________________
 AW0864  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW0864
 AW0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0864
 AW0864.The horizontal coordinates were scaled from a topographic map and have
 AW0864.an estimated accuracy of +/- 6 seconds.
 AW0864
 AW0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0864.The vertical order pertains to the NGVD 29 superseded value.
 AW0864
 AW0864.The geoid height was determined by GEOID03.
 AW0864
 AW0864;                    North         East    Units  Estimated Accuracy
 AW0864;SPC TXSC     - 4,241,000.      937,910.      MT  (+/- 180 meters Scaled)
 AW0864
 AW0864                          SUPERSEDED SURVEY CONTROL
 AW0864
 AW0864  NGVD 29 (??/??/92)   35.781  (m)          117.39   (f) ADJ UNCH    2 0
 AW0864
 AW0864.Superseded values are not recommended for survey control.
 AW0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0864.See file dsdata.txt to determine how the superseded data were derived.
 AW0864
 AW0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP589172(NAD 83)
 AW0864_MARKER: DB = BENCH MARK DISK
 AW0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0864_STAMPING: U 667 1942
 AW0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0864+STABILITY: SURFACE MOTION
 AW0864
 AW0864  HISTORY     - Date     Condition        Report By
 AW0864  HISTORY     - 1942     MONUMENTED       CGS
 AW0864  HISTORY     - 1954     GOOD             NGS
 AW0864  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0864  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW0864
 AW0864                          STATION DESCRIPTION
 AW0864
 AW0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW0864'3.85 MI NE FROM NORTH HOUSTON.
 AW0864'0.4 MILE EAST ALONG THE FAIRBANKS AND NORTH HOUSTON ROAD FROM THE
 AW0864'CROSSING OF THE BURLINGTON AND ROCK ISLAND RAILROAD AT NORTH HOUSTON,
 AW0864'THENCE 0.3 MILE SOUTHEAST ALONG FARM ROAD 149, THENCE 2.75 MILES NORTH
 AW0864'ALONG BAMMEL ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD, 53 FEET EAST
 AW0864'OF THE CENTER LINE OF A SHELL ROAD LEADING NORTH, 30 FEET NORTHWEST OF
 AW0864'THE CENTER LINE OF BAMMEL ROAD, 19 FEET NORTHEAST OF A FENCE CORNER,
 AW0864'0.8 FOOT NORTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS POST, SET
 AW0864'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AW0864'GROUND.
 AW0864
 AW0864                          STATION RECOVERY (1978)
 AW0864
 AW0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0864'NOT RECOVERED.
 AW0864
 AW0864                          STATION RECOVERY (2004)
 AW0864
 AW0864'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2048 ***********************************************************************
 AW2048  DESIGNATION -  U 668
 AW2048  PID         -  AW2048
 AW2048  STATE/COUNTY-  TX/HARRIS
 AW2048  USGS QUAD   -  ALMEDA (1995)
 AW2048
 AW2048                         *CURRENT SURVEY CONTROL
 AW2048  ___________________________________________________________________
 AW2048* NAD 83(1986)-  29 36 49.     (N)    095 24 49.     (W)     SCALED    
 AW2048* NAVD 88     -        16.419  (meters)      53.87   (feet)  ADJUSTED  
 AW2048  ___________________________________________________________________
 AW2048  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW2048  DYNAMIC HT  -          16.396 (meters)      53.79  (feet)  COMP
 AW2048  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AW2048
 AW2048  VERT ORDER  -  FIRST     CLASS II
 AW2048
 AW2048.The horizontal coordinates were scaled from a topographic map and have
 AW2048.an estimated accuracy of +/- 6 seconds.
 AW2048
 AW2048.The orthometric height was determined by differential leveling
 AW2048.and adjusted by the National Geodetic Survey in June 1991..
 AW2048
 AW2048.The geoid height was determined by GEOID03.
 AW2048
 AW2048.The dynamic height is computed by dividing the NAVD 88
 AW2048.geopotential number by the normal gravity value computed on the
 AW2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2048.degrees latitude (g = 980.6199 gals.).
 AW2048
 AW2048.The modeled gravity was interpolated from observed gravity values.
 AW2048
 AW2048;                    North         East    Units  Estimated Accuracy
 AW2048;SPC TXSC     - 4,202,630.      947,270.      MT  (+/- 180 meters Scaled)
 AW2048
 AW2048                          SUPERSEDED SURVEY CONTROL
 AW2048
 AW2048  NGVD 29 (12/23/87)   16.415  (m)           53.85   (f) ADJUSTED    1 2
 AW2048
 AW2048.Superseded values are not recommended for survey control.
 AW2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2048.See file dsdata.txt to determine how the superseded data were derived.
 AW2048
 AW2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN662784(NAD 83)
 AW2048_MARKER: DB = BENCH MARK DISK
 AW2048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2048_SP_SET: HEADWALL
 AW2048_STAMPING: U 668 1942
 AW2048_MARK LOGO: CGS   
 AW2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2048+STABILITY: SURFACE MOTION
 AW2048
 AW2048  HISTORY     - Date     Condition        Report By
 AW2048  HISTORY     - 1942     MONUMENTED       CGS
 AW2048  HISTORY     - 1973     GOOD             NGS
 AW2048  HISTORY     - 1974     GOOD             LOCENG
 AW2048  HISTORY     - 1978     GOOD             NGS
 AW2048  HISTORY     - 1987     GOOD             USPSQD
 AW2048  HISTORY     - 1987     GOOD             NGS
 AW2048  HISTORY     - 1988     GOOD             USPSQD
 AW2048  HISTORY     - 1988     GOOD             USPSQD
 AW2048  HISTORY     - 1989     GOOD             USPSQD
 AW2048  HISTORY     - 1989     GOOD             USPSQD
 AW2048  HISTORY     - 1989     GOOD             USPSQD
 AW2048  HISTORY     - 19900805 GOOD             USPSQD
 AW2048  HISTORY     - 19941022 GOOD             USPSQD
 AW2048  HISTORY     - 20040211 MARK NOT FOUND   USPSQD
 AW2048  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW2048
 AW2048                          STATION DESCRIPTION
 AW2048
 AW2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2048'0.95 MI NE FROM ALMEDA.
 AW2048'0.55 MILE NORTH ALONG STATE HIGHWAY 288 (ALMEDA ROAD) FROM THE
 AW2048'JUNCTION OF ANDERSON ROAD AT ALMEDA, THENCE 0.4 MILE EAST ALONG
 AW2048'ALMEDA-GENOA ROAD, 0.25 MILE WEST OF THE JUNCTION OF DEL PAPA STREET,
 AW2048'IN THE TOP AND 2.8 FEET WEST OF THE EAST END OF THE SOUTH CONCRETE
 AW2048'HEADWALL OF A 6- BY 10-FOOT CONCRETE BOX CULVERT, 15 FEET SOUTH OF THE
 AW2048'CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW2048
 AW2048                          STATION RECOVERY (1974)
 AW2048
 AW2048'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW2048'RECOVERED IN GOOD CONDITION.
 AW2048
 AW2048                          STATION RECOVERY (1978)
 AW2048
 AW2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2048'RECOVERED IN GOOD CONDITION.
 AW2048
 AW2048                          STATION RECOVERY (1987)
 AW2048
 AW2048'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2048'RECOVERED IN GOOD CONDITION.
 AW2048
 AW2048                          STATION RECOVERY (1987)
 AW2048
 AW2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2048'RECOVERED IN GOOD CONDITION.
 AW2048
 AW2048                          STATION RECOVERY (1988)
 AW2048
 AW2048'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW2048'RECOVERED IN GOOD CONDITION.
 AW2048
 AW2048                          STATION RECOVERY (1988)
 AW2048
 AW2048'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2048'RECOVERED IN GOOD CONDITION.
 AW2048
 AW2048                          STATION RECOVERY (1989)
 AW2048
 AW2048'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2048'RECOVERED IN GOOD CONDITION.
 AW2048
 AW2048                          STATION RECOVERY (1989)
 AW2048
 AW2048'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2048'RECOVERED IN GOOD CONDITION.
 AW2048
 AW2048                          STATION RECOVERY (1989)
 AW2048
 AW2048'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2048'RECOVERED IN GOOD CONDITION.
 AW2048
 AW2048                          STATION RECOVERY (1990)
 AW2048
 AW2048'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2048'RECOVERED IN GOOD CONDITION.
 AW2048
 AW2048                          STATION RECOVERY (1994)
 AW2048
 AW2048'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2048'RECOVERED IN GOOD CONDITION.
 AW2048
 AW2048                          STATION RECOVERY (2004)
 AW2048
 AW2048'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2048'ALL NEW CONCRETE HERE THIS IS NOW A 4 LANE ROAD INSTEAD OF THE OLD 2
 AW2048'LANE COUNTRY ROAD.
 AW2048
 AW2048                          STATION RECOVERY (2005)
 AW2048
 AW2048'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1040 ***********************************************************************
 AB1040  DESIGNATION -  U 670
 AB1040  PID         -  AB1040
 AB1040  STATE/COUNTY-  TX/KENEDY
 AB1040  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1040
 AB1040                         *CURRENT SURVEY CONTROL
 AB1040  ___________________________________________________________________
 AB1040* NAD 83(1986)-  26 39 38.     (N)    097 35 14.     (W)     SCALED    
 AB1040* NAVD 88     -         5.821  (meters)      19.10   (feet)  ADJUSTED  
 AB1040  ___________________________________________________________________
 AB1040  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AB1040  DYNAMIC HT  -           5.811 (meters)      19.06  (feet)  COMP
 AB1040  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 AB1040
 AB1040  VERT ORDER  -  SECOND    CLASS 0
 AB1040
 AB1040.The horizontal coordinates were scaled from a topographic map and have
 AB1040.an estimated accuracy of +/- 6 seconds.
 AB1040
 AB1040.The orthometric height was determined by differential leveling
 AB1040.and adjusted by the National Geodetic Survey in June 1991..
 AB1040
 AB1040.The geoid height was determined by GEOID03.
 AB1040
 AB1040.The dynamic height is computed by dividing the NAVD 88
 AB1040.geopotential number by the normal gravity value computed on the
 AB1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1040.degrees latitude (g = 980.6199 gals.).
 AB1040
 AB1040.The modeled gravity was interpolated from observed gravity values.
 AB1040
 AB1040;                    North         East    Units  Estimated Accuracy
 AB1040;SPC TX S     - 5,110,440.      390,860.      MT  (+/- 180 meters Scaled)
 AB1040
 AB1040                          SUPERSEDED SURVEY CONTROL
 AB1040
 AB1040  NGVD 29 (??/??/92)    5.896  (m)           19.34   (f) ADJ UNCH    2 0
 AB1040
 AB1040.Superseded values are not recommended for survey control.
 AB1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1040.See file dsdata.txt to determine how the superseded data were derived.
 AB1040
 AB1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ405496(NAD 83)
 AB1040_MARKER: DB = BENCH MARK DISK
 AB1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1040_STAMPING: U 670 1942
 AB1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1040+STABILITY: SURFACE MOTION
 AB1040
 AB1040  HISTORY     - Date     Condition        Report By
 AB1040  HISTORY     - 1942     MONUMENTED       CGS
 AB1040  HISTORY     - 1956     GOOD             USGS
 AB1040
 AB1040                          STATION DESCRIPTION
 AB1040
 AB1040'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1040'10.5 MI SE FROM NORIAS RANCH.
 AB1040'FROM NORIAS RANCH PROCEED 1.1 MILE SOUTHEAST ALONG HARD SURFACE ROAD
 AB1040'TO A GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 6.7 MILES ALONG TRACK
 AB1040'ROAD TO A GATE, 0.6 MILE SOUTH THRU GATE ALONG FENCE, 0.25 MILE EAST
 AB1040'ALONG FENCE TO ROAD FORK, 1.5 MILE SOUTHEAST ALONG RIGHT FORK TO THE
 AB1040'BEGINNING OF A HARD SURFACE ROAD, CONTINUE FOR 0.2 MILE ON HARD
 AB1040'SURFACE TO ROAD SOUTHEAST, 0.5 MILE ALONG TRACK ROAD, 30 FEET
 AB1040'SOUTHWEST OF CENTERLINE OF ROAD, AND SET IN THE TOP OF A CONCRETE
 AB1040'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0515 ***********************************************************************
 AB0515  DESIGNATION -  U 671
 AB0515  PID         -  AB0515
 AB0515  STATE/COUNTY-  TX/WILLACY
 AB0515  USGS QUAD   -  WILLAMAR (1982)
 AB0515
 AB0515                         *CURRENT SURVEY CONTROL
 AB0515  ___________________________________________________________________
 AB0515* NAD 83(1986)-  26 29 44.     (N)    097 31 19.     (W)     SCALED    
 AB0515* NAVD 88     -         4.247  (meters)      13.93   (feet)  ADJUSTED  
 AB0515  ___________________________________________________________________
 AB0515  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AB0515  DYNAMIC HT  -           4.240 (meters)      13.91  (feet)  COMP
 AB0515  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 AB0515
 AB0515  VERT ORDER  -  SECOND    CLASS 0
 AB0515
 AB0515.The horizontal coordinates were scaled from a topographic map and have
 AB0515.an estimated accuracy of +/- 6 seconds.
 AB0515
 AB0515.The orthometric height was determined by differential leveling
 AB0515.and adjusted by the National Geodetic Survey in June 1991..
 AB0515
 AB0515.The geoid height was determined by GEOID03.
 AB0515
 AB0515.The dynamic height is computed by dividing the NAVD 88
 AB0515.geopotential number by the normal gravity value computed on the
 AB0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0515.degrees latitude (g = 980.6199 gals.).
 AB0515
 AB0515.The modeled gravity was interpolated from observed gravity values.
 AB0515
 AB0515;                    North         East    Units  Estimated Accuracy
 AB0515;SPC TX S     - 5,092,210.      397,500.      MT  (+/- 180 meters Scaled)
 AB0515
 AB0515                          SUPERSEDED SURVEY CONTROL
 AB0515
 AB0515  NGVD 29 (??/??/92)    4.313  (m)           14.15   (f) ADJ UNCH    2 0
 AB0515
 AB0515.Superseded values are not recommended for survey control.
 AB0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0515.See file dsdata.txt to determine how the superseded data were derived.
 AB0515
 AB0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ473314(NAD 83)
 AB0515_MARKER: DB = BENCH MARK DISK
 AB0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0515_STAMPING: U 671 1942
 AB0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0515+STABILITY: SURFACE MOTION
 AB0515
 AB0515  HISTORY     - Date     Condition        Report By
 AB0515  HISTORY     - 1942     MONUMENTED       CGS
 AB0515  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0515  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0515
 AB0515                          STATION DESCRIPTION
 AB0515
 AB0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0515'17.0 MI E FROM RAYMONDVILLE.
 AB0515'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0515'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0515'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0515'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0515'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 5.0 MILES TO SITE OF BENCH
 AB0515'MARK.  BENCH MARK IS ABOUT 0.2 MILE EAST OF A LARGE CONCRETE WATER
 AB0515'TANK, 53.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AB0515'CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER
 AB0515'POST AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS
 AB0515'0.5 FOOT.  A STANDARD DISK, STAMPED U 671 1942 AND SET IN THE TOP OF A
 AB0515'CONCRETE POST.
 AB0515
 AB0515                          STATION RECOVERY (1987)
 AB0515
 AB0515'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0515'MARK NOT FOUND.
 AB0515
 AB0515                          STATION RECOVERY (1988)
 AB0515
 AB0515'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1053 ***********************************************************************
 AB1053  DESIGNATION -  U 672
 AB1053  PID         -  AB1053
 AB1053  STATE/COUNTY-  TX/WILLACY
 AB1053  USGS QUAD   -  EL JARDIN (1975)
 AB1053
 AB1053                         *CURRENT SURVEY CONTROL
 AB1053  ___________________________________________________________________
 AB1053* NAD 83(1986)-  26 33 14.     (N)    097 33 12.     (W)     SCALED    
 AB1053* NAVD 88     -         4.931  (meters)      16.18   (feet)  ADJUSTED  
 AB1053  ___________________________________________________________________
 AB1053  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AB1053  DYNAMIC HT  -           4.923 (meters)      16.15  (feet)  COMP
 AB1053  MODELED GRAV-     979,067.8   (mgal)                       NAVD 88
 AB1053
 AB1053  VERT ORDER  -  SECOND    CLASS 0
 AB1053
 AB1053.The horizontal coordinates were scaled from a topographic map and have
 AB1053.an estimated accuracy of +/- 6 seconds.
 AB1053
 AB1053.The orthometric height was determined by differential leveling
 AB1053.and adjusted by the National Geodetic Survey in June 1991..
 AB1053
 AB1053.The geoid height was determined by GEOID03.
 AB1053
 AB1053.The dynamic height is computed by dividing the NAVD 88
 AB1053.geopotential number by the normal gravity value computed on the
 AB1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1053.degrees latitude (g = 980.6199 gals.).
 AB1053
 AB1053.The modeled gravity was interpolated from observed gravity values.
 AB1053
 AB1053;                    North         East    Units  Estimated Accuracy
 AB1053;SPC TX S     - 5,098,650.      394,320.      MT  (+/- 180 meters Scaled)
 AB1053
 AB1053                          SUPERSEDED SURVEY CONTROL
 AB1053
 AB1053  NGVD 29 (??/??/92)    5.001  (m)           16.41   (f) ADJ UNCH    2 0
 AB1053
 AB1053.Superseded values are not recommended for survey control.
 AB1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1053.See file dsdata.txt to determine how the superseded data were derived.
 AB1053
 AB1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ441378(NAD 83)
 AB1053_MARKER: DB = BENCH MARK DISK
 AB1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1053_STAMPING: U 672 1942
 AB1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1053+STABILITY: SURFACE MOTION
 AB1053
 AB1053  HISTORY     - Date     Condition        Report By
 AB1053  HISTORY     - 1942     MONUMENTED       CGS
 AB1053
 AB1053                          STATION DESCRIPTION
 AB1053
 AB1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1053'5.0 MI N FROM SAUZ RANCH.
 AB1053'TO REACH FROM THE SAUZ RANCH HEADQUARTERS, PROCEED NORTHERLY ON TRACK
 AB1053'ROAD TO THE MOGOTES CAMP, GO 4.0 MILES TO A GATE 0.3 MILE NORTH OF THE
 AB1053'CAMP, PASS THROUGH GATE AND GO 0.2 MILE NORTHEASTERLY TO A GATE, PASS
 AB1053'THROUGH GATE AND CONTINUE NORTHERLY 0.8 MILE TO SITE OF BENCH MARK.
 AB1053'BENCH MARK IS IN A LARGE OPEN FLAT, 16.0 FEET EAST OF AND THE SAME
 AB1053'ELEVATION AS THE CENTERLINE OF THE ROAD, AND 3.0 FEET SOUTH OF A 4 BY
 AB1053'4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0574 ***********************************************************************
 AB0574  DESIGNATION -  U 674
 AB0574  PID         -  AB0574
 AB0574  STATE/COUNTY-  TX/WILLACY
 AB0574  USGS QUAD   -  PASO REAL (1980)
 AB0574
 AB0574                         *CURRENT SURVEY CONTROL
 AB0574  ___________________________________________________________________
 AB0574* NAD 83(1986)-  26 20 39.     (N)    097 35 07.     (W)     SCALED    
 AB0574* NAVD 88     -         5.479  (meters)      17.98   (feet)  ADJUSTED  
 AB0574  ___________________________________________________________________
 AB0574  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AB0574  DYNAMIC HT  -           5.470 (meters)      17.95  (feet)  COMP
 AB0574  MODELED GRAV-     979,052.9   (mgal)                       NAVD 88
 AB0574
 AB0574  VERT ORDER  -  SECOND    CLASS 0
 AB0574
 AB0574.The horizontal coordinates were scaled from a topographic map and have
 AB0574.an estimated accuracy of +/- 6 seconds.
 AB0574
 AB0574.The orthometric height was determined by differential leveling
 AB0574.and adjusted by the National Geodetic Survey in June 1991..
 AB0574
 AB0574.The geoid height was determined by GEOID03.
 AB0574
 AB0574.The dynamic height is computed by dividing the NAVD 88
 AB0574.geopotential number by the normal gravity value computed on the
 AB0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0574.degrees latitude (g = 980.6199 gals.).
 AB0574
 AB0574.The modeled gravity was interpolated from observed gravity values.
 AB0574
 AB0574;                    North         East    Units  Estimated Accuracy
 AB0574;SPC TX S     - 5,075,390.      391,310.      MT  (+/- 180 meters Scaled)
 AB0574
 AB0574                          SUPERSEDED SURVEY CONTROL
 AB0574
 AB0574  NGVD 29 (??/??/92)    5.562  (m)           18.25   (f) ADJ UNCH    2 0
 AB0574
 AB0574.Superseded values are not recommended for survey control.
 AB0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0574.See file dsdata.txt to determine how the superseded data were derived.
 AB0574
 AB0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ411145(NAD 83)
 AB0574_MARKER: DB = BENCH MARK DISK
 AB0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0574_STAMPING: U 674 1942
 AB0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0574+STABILITY: SURFACE MOTION
 AB0574
 AB0574  HISTORY     - Date     Condition        Report By
 AB0574  HISTORY     - 1942     MONUMENTED       CGS
 AB0574  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0574
 AB0574                          STATION DESCRIPTION
 AB0574
 AB0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0574'9.0 MI N FROM RIO HONDO.
 AB0574'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO, PROCEED WESTERLY ON PAVED
 AB0574'ROAD, GO 0.7 MILE.  TURN NORTHERLY (RIGHT) AND GO 8.3 MILES TO RIGHT
 AB0574'ANGLE TURN AND SITE OF BENCH MARK. BENCH MARK IS ABOUT 0.7 MILE SOUTH
 AB0574'OF THE SOUTH LEVEE.  30 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 AB0574'ROAD EXTENDED.  16 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 AB0574'ROAD.  3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST. AND 1.0
 AB0574'FOOT EAST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED U 674
 AB0574'1942 AND SET IN A CONCRETE POST PROJECTING 0.6 FEET.
 AB0574
 AB0574                          STATION RECOVERY (1987)
 AB0574
 AB0574'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0372 ***********************************************************************
 AB0372  DESIGNATION -  U 675
 AB0372  PID         -  AB0372
 AB0372  STATE/COUNTY-  TX/CAMERON
 AB0372  USGS QUAD   -  LA LEONA (1982)
 AB0372
 AB0372                         *CURRENT SURVEY CONTROL
 AB0372  ___________________________________________________________________
 AB0372* NAD 83(1986)-  26 16 04.     (N)    097 23 52.     (W)     SCALED    
 AB0372* NAVD 88     -         1.979  (meters)       6.49   (feet)  ADJUSTED  
 AB0372  ___________________________________________________________________
 AB0372  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AB0372  DYNAMIC HT  -           1.976 (meters)       6.48  (feet)  COMP
 AB0372  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 AB0372
 AB0372  VERT ORDER  -  SECOND    CLASS 0
 AB0372
 AB0372.The horizontal coordinates were scaled from a topographic map and have
 AB0372.an estimated accuracy of +/- 6 seconds.
 AB0372
 AB0372.The orthometric height was determined by differential leveling
 AB0372.and adjusted by the National Geodetic Survey in June 1991..
 AB0372
 AB0372.The geoid height was determined by GEOID03.
 AB0372
 AB0372.The dynamic height is computed by dividing the NAVD 88
 AB0372.geopotential number by the normal gravity value computed on the
 AB0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0372.degrees latitude (g = 980.6199 gals.).
 AB0372
 AB0372.The modeled gravity was interpolated from observed gravity values.
 AB0372
 AB0372;                    North         East    Units  Estimated Accuracy
 AB0372;SPC TX S     - 5,067,080.      410,100.      MT  (+/- 180 meters Scaled)
 AB0372
 AB0372                          SUPERSEDED SURVEY CONTROL
 AB0372
 AB0372  NGVD 29 (??/??/92)    2.083  (m)            6.83   (f) ADJ UNCH    2 0
 AB0372
 AB0372.Superseded values are not recommended for survey control.
 AB0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0372.See file dsdata.txt to determine how the superseded data were derived.
 AB0372
 AB0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ599063(NAD 83)
 AB0372_MARKER: DB = BENCH MARK DISK
 AB0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0372_STAMPING: U 675 1942
 AB0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0372+STABILITY: SURFACE MOTION
 AB0372
 AB0372  HISTORY     - Date     Condition        Report By
 AB0372  HISTORY     - 1942     MONUMENTED       CGS
 AB0372  HISTORY     - 1962     GOOD             NGS
 AB0372  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0372  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0372
 AB0372                          STATION DESCRIPTION
 AB0372
 AB0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0372'0.9 MI E FROM RIO HONDO.
 AB0372'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0372'HONDO, CAMERON COUNTY, 2.1 MILES EAST ALONG A PAVED ROAD, 3.0 MILES
 AB0372'NORTH ALONG FARM MARKET ROAD 106, AND 8.2 MILES EAST ALONG A ROAD. 0.1
 AB0372'MILE WEST OF A CATTLE GUARD, ON THE OUTSIDE OF A CURVE, 79 FEET NORTH
 AB0372'OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A WHITE
 AB0372'WOODEN WITNESS POST, AND 2 FEET SOUTH OF A RIGHT-OF-WAY FENCE. A
 AB0372'STANDARD DISK, STAMPED U 675 1942 AND SET IN THE TOP OF A CONCRETE
 AB0372'POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AB0372
 AB0372                          STATION RECOVERY (1991)
 AB0372
 AB0372'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0372'MARK NOT FOUND.
 AB0372
 AB0372                          STATION RECOVERY (1993)
 AB0372
 AB0372'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0321 ***********************************************************************
 AB0321  DESIGNATION -  U 676
 AB0321  PID         -  AB0321
 AB0321  STATE/COUNTY-  TX/CAMERON
 AB0321  USGS QUAD   -  LA COMA (1983)
 AB0321
 AB0321                         *CURRENT SURVEY CONTROL
 AB0321  ___________________________________________________________________
 AB0321* NAD 83(1986)-  26 11 27.     (N)    097 21 07.     (W)     SCALED    
 AB0321* NAVD 88     -         3.917  (meters)      12.85   (feet)  ADJUSTED  
 AB0321  ___________________________________________________________________
 AB0321  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AB0321  DYNAMIC HT  -           3.910 (meters)      12.83  (feet)  COMP
 AB0321  MODELED GRAV-     979,063.0   (mgal)                       NAVD 88
 AB0321
 AB0321  VERT ORDER  -  SECOND    CLASS 0
 AB0321
 AB0321.The horizontal coordinates were scaled from a topographic map and have
 AB0321.an estimated accuracy of +/- 6 seconds.
 AB0321
 AB0321.The orthometric height was determined by differential leveling
 AB0321.and adjusted by the National Geodetic Survey in June 1991..
 AB0321
 AB0321.The geoid height was determined by GEOID03.
 AB0321
 AB0321.The dynamic height is computed by dividing the NAVD 88
 AB0321.geopotential number by the normal gravity value computed on the
 AB0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0321.degrees latitude (g = 980.6199 gals.).
 AB0321
 AB0321.The modeled gravity was interpolated from observed gravity values.
 AB0321
 AB0321;                    North         East    Units  Estimated Accuracy
 AB0321;SPC TX S     - 5,058,600.      414,750.      MT  (+/- 180 meters Scaled)
 AB0321
 AB0321                          SUPERSEDED SURVEY CONTROL
 AB0321
 AB0321  NGVD 29 (??/??/92)    4.017  (m)           13.18   (f) ADJ UNCH    2 0
 AB0321
 AB0321.Superseded values are not recommended for survey control.
 AB0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0321.See file dsdata.txt to determine how the superseded data were derived.
 AB0321
 AB0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP646978(NAD 83)
 AB0321_MARKER: DB = BENCH MARK DISK
 AB0321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB0321_SP_SET: CULVERT HEADWALL
 AB0321_STAMPING: U 676 1942
 AB0321_MARK LOGO: CGS   
 AB0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0321+STABILITY: SURFACE MOTION
 AB0321
 AB0321  HISTORY     - Date     Condition        Report By
 AB0321  HISTORY     - 1942     MONUMENTED       CGS
 AB0321  HISTORY     - 1962     GOOD             NGS
 AB0321  HISTORY     - 1987     POOR             USPSQD
 AB0321  HISTORY     - 19910508 GOOD             USPSQD
 AB0321  HISTORY     - 19930217 POOR             USPSQD
 AB0321  HISTORY     - 20050820 POOR             USPSQD
 AB0321
 AB0321                          STATION DESCRIPTION
 AB0321
 AB0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0321'3.1 MI E FROM RIO HONDO.
 AB0321'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0321'MISSOURI PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0321'EAST ALONG A PAVED ROAD.  AT A T-ROAD JUNCTION, 65 FEET WEST OF THE
 AB0321'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 21 FEET SOUTH OF THE
 AB0321'CENTERLINE OF THE EAST-AND-WEST ROAD, 3 FEET WEST OF A WHITE WOODEN
 AB0321'WITNESS POST, AT A SMALL CONCRETE CULVERT WHICH HAS BEEN ALMOST
 AB0321'OBLITERATED BY PLOWING, AND IN THE TOP OF THE EAST END OF THE SOUTH
 AB0321'HEADWALL.  A STANDARD DISK, STAMPED U 676 1942.
 AB0321
 AB0321                          STATION RECOVERY (1987)
 AB0321
 AB0321'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0321'MARK RECOVERED IN POOR CONDITION.
 AB0321
 AB0321                          STATION RECOVERY (1991)
 AB0321
 AB0321'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0321'RECOVERED IN GOOD CONDITION.
 AB0321
 AB0321                          STATION RECOVERY (1993)
 AB0321
 AB0321'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0321'RECOVERED IN POOR CONDITION.  NOTE--MARK HAS BEEN SCRAPED BY ROAD
 AB0321'MACHINERY AND IS BARELY LEGIBLE.
 AB0321
 AB0321                          STATION RECOVERY (2005)
 AB0321
 AB0321'RECOVERY NOTE BY US POWER SQUADRON 2005 (RL)
 AB0321'MARK DISK IS INTACT, BUT THE TOP HAS BEEN SCRAPED AND ONLY THE DIGITS
 AB0321''67' WERE BARELY LEGIBLE.  COULD NOT READ THE ENTIRE STAMPING.  THE
 AB0321'T-ROAD JUNCTION DESCRIBED IN 1962 IS THE INTERSECTION OF GENERAL BRANT
 AB0321'RD AND BUENA VISTA BLVD.  MARK IN ON THE TOP OF A SMALL CONCRETE
 AB0321'CULVERT LOCATED 5 FT EAST AND 1 FT NORTH OF THE STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0298 ***********************************************************************
 AB0298  DESIGNATION -  U 677
 AB0298  PID         -  AB0298
 AB0298  STATE/COUNTY-  TX/CAMERON
 AB0298  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0298
 AB0298                         *CURRENT SURVEY CONTROL
 AB0298  ___________________________________________________________________
 AB0298* NAD 83(1986)-  26 11 20.     (N)    097 27 57.     (W)     SCALED    
 AB0298* NAVD 88     -         6.770  (meters)      22.21   (feet)  ADJUSTED  
 AB0298  ___________________________________________________________________
 AB0298  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AB0298  DYNAMIC HT  -           6.759 (meters)      22.18  (feet)  COMP
 AB0298  MODELED GRAV-     979,052.7   (mgal)                       NAVD 88
 AB0298
 AB0298  VERT ORDER  -  SECOND    CLASS 0
 AB0298
 AB0298.The horizontal coordinates were scaled from a topographic map and have
 AB0298.an estimated accuracy of +/- 6 seconds.
 AB0298
 AB0298.The orthometric height was determined by differential leveling
 AB0298.and adjusted by the National Geodetic Survey in June 1991..
 AB0298
 AB0298.The geoid height was determined by GEOID03.
 AB0298
 AB0298.The dynamic height is computed by dividing the NAVD 88
 AB0298.geopotential number by the normal gravity value computed on the
 AB0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0298.degrees latitude (g = 980.6199 gals.).
 AB0298
 AB0298.The modeled gravity was interpolated from observed gravity values.
 AB0298
 AB0298;                    North         East    Units  Estimated Accuracy
 AB0298;SPC TX S     - 5,058,280.      403,370.      MT  (+/- 180 meters Scaled)
 AB0298
 AB0298                          SUPERSEDED SURVEY CONTROL
 AB0298
 AB0298  NGVD 29 (??/??/92)    6.878  (m)           22.57   (f) ADJ UNCH    2 0
 AB0298
 AB0298.Superseded values are not recommended for survey control.
 AB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0298.See file dsdata.txt to determine how the superseded data were derived.
 AB0298
 AB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP533975(NAD 83)
 AB0298_MARKER: DB = BENCH MARK DISK
 AB0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0298_STAMPING: U 677 1942
 AB0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0298+STABILITY: SURFACE MOTION
 AB0298
 AB0298  HISTORY     - Date     Condition        Report By
 AB0298  HISTORY     - 1942     MONUMENTED       CGS
 AB0298  HISTORY     - 1965     MARK NOT FOUND   NGS
 AB0298  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0298  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0298  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0298
 AB0298                          STATION DESCRIPTION
 AB0298
 AB0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AB0298'9.0 MI SE FROM RIO HONDO.
 AB0298'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0298'HONDO, CAMERON COUNTY, THENCE 6.2 MILES EAST ALONG A PAVED ROAD, AND
 AB0298'THENCE 1.9 MILES SOUTH ALONG A GRADED ROAD.  ACROSS THE ROAD FROM
 AB0298'BROWNSVILLE 20 MILES CONCRETE MILEPOST, 39 FEET EAST OF AND ABOUT
 AB0298'LEVEL WITH THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN
 AB0298'WITNESS POST, AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCE.  A STANDARD
 AB0298'DISK, STAMPED U 677 1942 AND SET IN THE TOP OF A CONCRETE POST
 AB0298'PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- THIS BENCH MARK MAY BE
 AB0298'REACHED BY GOING 3.9 MILES NORTH ALONG A PAVED ROAD FROM THE
 AB0298'INTERSECTION OF U. S. HIGHWAY 100 AT LOS FRESNOS THENCE 4.2 MILES
 AB0298'NORTH ALONG A GRADED ROAD FROM THE END OF PAVEMENT.  NOTE-- THE
 AB0298'RIGHT-OF-WAY HAS BEEN BLADED OFF, THE GRADER DITCH HAS BEEN CLEANED
 AB0298'OUT, AND A NEW FENCE LINE HAS BEEN BUILT AT THE SITE OF MARK.
 AB0298'CONSIDERABLE PROBING WAS DONE IN SEARCH OF THE MARK.  IT IS BELIEVED
 AB0298'THE MARK SHOULD BE CONSIDERED AS LOST.
 AB0298
 AB0298                          STATION RECOVERY (1987)
 AB0298
 AB0298'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0298'MARK NOT FOUND.
 AB0298
 AB0298                          STATION RECOVERY (1991)
 AB0298
 AB0298'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0298'MARK NOT FOUND.
 AB0298
 AB0298                          STATION RECOVERY (1993)
 AB0298
 AB0298'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0054 ***********************************************************************
 AB0054  DESIGNATION -  U 679
 AB0054  PID         -  AB0054
 AB0054  STATE/COUNTY-  TX/CAMERON
 AB0054  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0054
 AB0054                         *CURRENT SURVEY CONTROL
 AB0054  ___________________________________________________________________
 AB0054* NAD 83(1986)-  25 55 01.     (N)    097 23 19.     (W)     SCALED    
 AB0054* NAVD 88     -         5.438  (meters)      17.84   (feet)  ADJUSTED  
 AB0054  ___________________________________________________________________
 AB0054  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 AB0054  DYNAMIC HT  -           5.429 (meters)      17.81  (feet)  COMP
 AB0054  MODELED GRAV-     979,039.8   (mgal)                       NAVD 88
 AB0054
 AB0054  VERT ORDER  -  SECOND    CLASS 0
 AB0054
 AB0054.The horizontal coordinates were scaled from a topographic map and have
 AB0054.an estimated accuracy of +/- 6 seconds.
 AB0054
 AB0054.The orthometric height was determined by differential leveling
 AB0054.and adjusted by the National Geodetic Survey in June 1991..
 AB0054
 AB0054.The geoid height was determined by GEOID03.
 AB0054
 AB0054.The dynamic height is computed by dividing the NAVD 88
 AB0054.geopotential number by the normal gravity value computed on the
 AB0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0054.degrees latitude (g = 980.6199 gals.).
 AB0054
 AB0054.The modeled gravity was interpolated from observed gravity values.
 AB0054
 AB0054;                    North         East    Units  Estimated Accuracy
 AB0054;SPC TX S     - 5,028,220.      411,350.      MT  (+/- 180 meters Scaled)
 AB0054
 AB0054                          SUPERSEDED SURVEY CONTROL
 AB0054
 AB0054  NGVD 29 (??/??/92)    5.53   (m)           18.1    (f) COMPUTED    2 0
 AB0054
 AB0054.Superseded values are not recommended for survey control.
 AB0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0054.See file dsdata.txt to determine how the superseded data were derived.
 AB0054
 AB0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP613674(NAD 83)
 AB0054_MARKER: DB = BENCH MARK DISK
 AB0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0054_SP_SET: CULVERT
 AB0054_STAMPING: U 679 1942
 AB0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0054
 AB0054  HISTORY     - Date     Condition        Report By
 AB0054  HISTORY     - 1942     MONUMENTED       CGS
 AB0054  HISTORY     - 1950     GOOD             NGS
 AB0054  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0054
 AB0054                          STATION DESCRIPTION
 AB0054
 AB0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0054'7.4 MI NE FROM BROWNSVILLE.
 AB0054'TO REACH FROM INTERSECTION OF TEXAS STATE HIGHWAY NO. 4 (E 14TH
 AB0054'STREET) AND NO. 48 (BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED 5.2 MILES
 AB0054'E. ON STATE HIGHWAY NO. 4 TO A CONCRETE CULVERT AND SITE OF BENCH
 AB0054'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE E. END OF THE
 AB0054'N. HEADWALL OF THE CULVERT, APPROXIMATELY 0.1 MILE E. OF A CROSSROAD,
 AB0054'AND 300 FEET NW. OF A LARGE TWO STORY HOUSE, 16 FEET N. OF AND
 AB0054'APPROXIMATELY THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY. A
 AB0054'STANDARD DISK SET IN DRILL HOLE.
 AB0054
 AB0054                          STATION RECOVERY (1990)
 AB0054
 AB0054'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0055 ***********************************************************************
 AB0055  DESIGNATION -  U 679 RESET 1964
 AB0055  PID         -  AB0055
 AB0055  STATE/COUNTY-  TX/CAMERON
 AB0055  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0055
 AB0055                         *CURRENT SURVEY CONTROL
 AB0055  ___________________________________________________________________
 AB0055* NAD 83(1986)-  25 55 01.     (N)    097 23 19.     (W)     SCALED    
 AB0055* NAVD 88     -         5.27   (meters)      17.3    (feet)  RESET     
 AB0055  ___________________________________________________________________
 AB0055  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 AB0055
 AB0055  VERT ORDER  -  THIRD
 AB0055
 AB0055.The horizontal coordinates were scaled from a topographic map and have
 AB0055.an estimated accuracy of +/- 6 seconds.
 AB0055
 AB0055.The orthometric height was computed from unverified reset data.
 AB0055
 AB0055.The geoid height was determined by GEOID03.
 AB0055
 AB0055;                    North         East    Units  Estimated Accuracy
 AB0055;SPC TX S     - 5,028,220.      411,350.      MT  (+/- 180 meters Scaled)
 AB0055
 AB0055                          SUPERSEDED SURVEY CONTROL
 AB0055
 AB0055  NGVD 29 (??/??/??)    5.36   (m)           17.6    (f) RESET       3  
 AB0055
 AB0055.Superseded values are not recommended for survey control.
 AB0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0055.See file dsdata.txt to determine how the superseded data were derived.
 AB0055
 AB0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP613674(NAD 83)
 AB0055_MARKER: DB = BENCH MARK DISK
 AB0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0055_SP_SET: CULVERT
 AB0055_STAMPING: U 679 RESET 1964
 AB0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0055
 AB0055  HISTORY     - Date     Condition        Report By
 AB0055  HISTORY     - 1964     MONUMENTED       CGS
 AB0055  HISTORY     - 1982     GOOD             NGS
 AB0055  HISTORY     - 1990     GOOD             USPSQD
 AB0055  HISTORY     - 19910327 GOOD             USPSQD
 AB0055
 AB0055                          STATION DESCRIPTION
 AB0055
 AB0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AB0055'7.4 MI NE FROM BROWNSVILLE.
 AB0055'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0055'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0055'HIGHWAY NUMBER 4 AND GO 7.4 MILES TO A CONCRETE CULVERT AND SITE OF
 AB0055'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END
 AB0055'OF THE SOUTH HEADWALL OF THE CULVERT, IT IS ABOUT 0.1 MILE EAST OF A
 AB0055'CROSSROAD.  ABOUT 300 FEET NORTHWEST OF A LARGE TWO STORY HOUSE. 23
 AB0055'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 AB0055'HIGHWAY.
 AB0055
 AB0055                          STATION RECOVERY (1982)
 AB0055
 AB0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0055'RECOVERED IN GOOD CONDITION.
 AB0055
 AB0055                          STATION RECOVERY (1990)
 AB0055
 AB0055'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0055'RECOVERED IN GOOD CONDITION.
 AB0055
 AB0055                          STATION RECOVERY (1991)
 AB0055
 AB0055'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0839 ***********************************************************************
 AB0839  DESIGNATION -  U 680
 AB0839  PID         -  AB0839
 AB0839  STATE/COUNTY-  TX/CAMERON
 AB0839  USGS QUAD   -  SANTA MARIA (1970)
 AB0839
 AB0839                         *CURRENT SURVEY CONTROL
 AB0839  ___________________________________________________________________
 AB0839* NAD 83(1986)-  26 03 57.     (N)    097 45 42.     (W)     SCALED    
 AB0839* NAVD 88     -        17.516  (meters)      57.47   (feet)  ADJUSTED  
 AB0839  ___________________________________________________________________
 AB0839  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AB0839  DYNAMIC HT  -          17.488 (meters)      57.38  (feet)  COMP
 AB0839  MODELED GRAV-     979,018.4   (mgal)                       NAVD 88
 AB0839
 AB0839  VERT ORDER  -  SECOND    CLASS 0
 AB0839
 AB0839.The horizontal coordinates were scaled from a topographic map and have
 AB0839.an estimated accuracy of +/- 6 seconds.
 AB0839
 AB0839.The orthometric height was determined by differential leveling
 AB0839.and adjusted by the National Geodetic Survey in June 1991..
 AB0839
 AB0839.The geoid height was determined by GEOID03.
 AB0839
 AB0839.The dynamic height is computed by dividing the NAVD 88
 AB0839.geopotential number by the normal gravity value computed on the
 AB0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0839.degrees latitude (g = 980.6199 gals.).
 AB0839
 AB0839.The modeled gravity was interpolated from observed gravity values.
 AB0839
 AB0839;                    North         East    Units  Estimated Accuracy
 AB0839;SPC TX S     - 5,044,440.      373,880.      MT  (+/- 180 meters Scaled)
 AB0839
 AB0839                          SUPERSEDED SURVEY CONTROL
 AB0839
 AB0839  NGVD 29 (??/??/92)   17.622  (m)           57.81   (f) ADJ UNCH    2 0
 AB0839
 AB0839.Superseded values are not recommended for survey control.
 AB0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0839.See file dsdata.txt to determine how the superseded data were derived.
 AB0839
 AB0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP238835(NAD 83)
 AB0839_MARKER: DD = SURVEY DISK
 AB0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0839_SP_SET: CULVERT
 AB0839_STAMPING: U 680 1942
 AB0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0839
 AB0839  HISTORY     - Date     Condition        Report By
 AB0839  HISTORY     - 1942     MONUMENTED
 AB0839  HISTORY     - 1942     GOOD             NGS
 AB0839  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0839
 AB0839                          STATION DESCRIPTION
 AB0839
 AB0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0839'2.4 MI S FROM RANGERVILLE.
 AB0839'2.4 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0839'RANGERVILLE, CAMERON COUNTY, AT AN IRRIGATION CANAL, AT THE JUNCTION
 AB0839'OF A DIRT TRACK ROAD LEADING EAST, 73 FEET NORTH OF THE CENTERLINE OF
 AB0839'THE DIRT TRACK ROAD, 38 FEET EAST OF THE CENTERLINE OF THE COUNTY
 AB0839'ROAD, AT A CONCRETE-BOX CULVERT UNDER THE COUNTY ROAD, IN THE CENTER
 AB0839'OF THE TOP OF THE EAST HEADWALL, AND ABOUT 4 FEET HIGHER THAN THE
 AB0839'COUNTY ROAD.  A CAMERON COUNTY STANDARD DISK, STAMPED U 680 1942.
 AB0839
 AB0839                          STATION RECOVERY (1987)
 AB0839
 AB0839'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0168 ***********************************************************************
 AB0168  DESIGNATION -  U 681
 AB0168  PID         -  AB0168
 AB0168  STATE/COUNTY-  TX/CAMERON
 AB0168  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0168
 AB0168                         *CURRENT SURVEY CONTROL
 AB0168  ___________________________________________________________________
 AB0168* NAD 83(1986)-  25 56 00.     (N)    097 31 51.     (W)     SCALED    
 AB0168* NAVD 88     -        10.739  (meters)      35.23   (feet)  ADJUSTED  
 AB0168  ___________________________________________________________________
 AB0168  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 AB0168  DYNAMIC HT  -          10.721 (meters)      35.17  (feet)  COMP
 AB0168  MODELED GRAV-     979,026.4   (mgal)                       NAVD 88
 AB0168
 AB0168  VERT ORDER  -  SECOND    CLASS 0
 AB0168
 AB0168.The horizontal coordinates were scaled from a topographic map and have
 AB0168.an estimated accuracy of +/- 6 seconds.
 AB0168
 AB0168.The orthometric height was determined by differential leveling
 AB0168.and adjusted by the National Geodetic Survey in June 1991..
 AB0168
 AB0168.The geoid height was determined by GEOID03.
 AB0168
 AB0168.The dynamic height is computed by dividing the NAVD 88
 AB0168.geopotential number by the normal gravity value computed on the
 AB0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0168.degrees latitude (g = 980.6199 gals.).
 AB0168
 AB0168.The modeled gravity was interpolated from observed gravity values.
 AB0168
 AB0168;                    North         East    Units  Estimated Accuracy
 AB0168;SPC TX S     - 5,029,920.      397,090.      MT  (+/- 180 meters Scaled)
 AB0168
 AB0168                          SUPERSEDED SURVEY CONTROL
 AB0168
 AB0168  NGVD 29 (??/??/92)   10.824  (m)           35.51   (f) ADJ UNCH    2 0
 AB0168
 AB0168.Superseded values are not recommended for survey control.
 AB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0168.See file dsdata.txt to determine how the superseded data were derived.
 AB0168
 AB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP471691(NAD 83)
 AB0168_MARKER: DD = SURVEY DISK
 AB0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0168_STAMPING: U 681 1942
 AB0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0168+STABILITY: SURFACE MOTION
 AB0168
 AB0168  HISTORY     - Date     Condition        Report By
 AB0168  HISTORY     - 1942     MONUMENTED       IBC
 AB0168  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0168  HISTORY     - 19910309 MARK NOT FOUND   USPSQD
 AB0168
 AB0168                          STATION DESCRIPTION
 AB0168
 AB0168'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0168'2.5 MI NW FROM BROWNSVILLE.
 AB0168'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0168'AT BROWNSVILLE, CAMERON COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING
 AB0168'SOUTHWEST, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 45.9
 AB0168'FEET NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 3 FEET SOUTHEAST OF
 AB0168'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 AB0168'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 AB0168
 AB0168                          STATION RECOVERY (1991)
 AB0168
 AB0168'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0921 ***********************************************************************
 AB0921  DESIGNATION -  U 682
 AB0921  PID         -  AB0921
 AB0921  STATE/COUNTY-  TX/HIDALGO
 AB0921  USGS QUAD   -  PROGRESO (1970)
 AB0921
 AB0921                         *CURRENT SURVEY CONTROL
 AB0921  ___________________________________________________________________
 AB0921* NAD 83(1986)-  26 05 02.     (N)    097 53 58.     (W)     SCALED    
 AB0921* NAVD 88     -        20.410  (meters)      66.96   (feet)  ADJUSTED  
 AB0921  ___________________________________________________________________
 AB0921  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AB0921  DYNAMIC HT  -          20.376 (meters)      66.85  (feet)  COMP
 AB0921  MODELED GRAV-     979,011.1   (mgal)                       NAVD 88
 AB0921
 AB0921  VERT ORDER  -  SECOND    CLASS 0
 AB0921
 AB0921.The horizontal coordinates were scaled from a topographic map and have
 AB0921.an estimated accuracy of +/- 6 seconds.
 AB0921
 AB0921.The orthometric height was determined by differential leveling
 AB0921.and adjusted by the National Geodetic Survey in June 1991..
 AB0921
 AB0921.The geoid height was determined by GEOID03.
 AB0921
 AB0921.The dynamic height is computed by dividing the NAVD 88
 AB0921.geopotential number by the normal gravity value computed on the
 AB0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0921.degrees latitude (g = 980.6199 gals.).
 AB0921
 AB0921.The modeled gravity was interpolated from observed gravity values.
 AB0921
 AB0921;                    North         East    Units  Estimated Accuracy
 AB0921;SPC TX S     - 5,046,370.      360,090.      MT  (+/- 180 meters Scaled)
 AB0921
 AB0921                          SUPERSEDED SURVEY CONTROL
 AB0921
 AB0921  NGVD 29 (??/??/92)   20.519  (m)           67.32   (f) ADJ UNCH    2 0
 AB0921
 AB0921.Superseded values are not recommended for survey control.
 AB0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0921.See file dsdata.txt to determine how the superseded data were derived.
 AB0921
 AB0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP100854(NAD 83)
 AB0921_MARKER: DB = BENCH MARK DISK
 AB0921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0921_SP_SET: CULVERT
 AB0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0921
 AB0921  HISTORY     - Date     Condition        Report By
 AB0921  HISTORY     - UNK      MONUMENTED       CGS
 AB0921  HISTORY     - 1942     GOOD             NGS
 AB0921  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0921
 AB0921                          STATION DESCRIPTION
 AB0921
 AB0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0921'3.3 MI W FROM SANTA MARIA.
 AB0921'TO REACH FROM THE SCHOOL BUILDING AT SANTA MARIA, PROCEED 3.3 MILES
 AB0921'WESTERLY ALONG STATE HIGHWAY NO. 48 TO THE INTERSECTION OF AN ASPHALT
 AB0921'ROAD LEADING NORTH TO MERCEDES AND SITE OF BENCH MARK.  BENCH MARK IS
 AB0921'SET HORIZONTALLY IN THE CENTER AND TOP OF THE WEST HEADWALL OF A
 AB0921'CONCRETE PIPE CULVERT UNDER THE INTERSECTION OF AN ASPHALT ROAD.  IT
 AB0921'IS 225.0 FEET WEST OF THE CENTERLINE OF INTERSECTION, 56.0 FEET NORTH
 AB0921'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 34.0
 AB0921'FEET SOUTH OF THE CENTERLINE OF THE ASPHALT ROAD, 7.0 FEET NORTH OF A
 AB0921'TELEPHONE POLE.
 AB0921
 AB0921                          STATION RECOVERY (1956)
 AB0921
 AB0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0922 ***********************************************************************
 AB0922  DESIGNATION -  U 682 RESET 1952
 AB0922  PID         -  AB0922
 AB0922  STATE/COUNTY-  TX/HIDALGO
 AB0922  USGS QUAD   -  PROGRESO (1970)
 AB0922
 AB0922                         *CURRENT SURVEY CONTROL
 AB0922  ___________________________________________________________________
 AB0922* NAD 83(1986)-  26 05 02.     (N)    097 53 59.     (W)     SCALED    
 AB0922* NAVD 88     -        21.04   (meters)      69.0    (feet)  RESET     
 AB0922  ___________________________________________________________________
 AB0922  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AB0922
 AB0922  VERT ORDER  -  THIRD
 AB0922
 AB0922.The horizontal coordinates were scaled from a topographic map and have
 AB0922.an estimated accuracy of +/- 6 seconds.
 AB0922
 AB0922.The orthometric height was computed from unverified reset data.
 AB0922
 AB0922.The geoid height was determined by GEOID03.
 AB0922
 AB0922;                    North         East    Units  Estimated Accuracy
 AB0922;SPC TX S     - 5,046,370.      360,060.      MT  (+/- 180 meters Scaled)
 AB0922
 AB0922                          SUPERSEDED SURVEY CONTROL
 AB0922
 AB0922.No superseded survey control is available for this station.
 AB0922
 AB0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP100854(NAD 83)
 AB0922_MARKER: DB = BENCH MARK DISK
 AB0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0922_STAMPING: U 682 RESET 1952
 AB0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0922+STABILITY: SURFACE MOTION
 AB0922
 AB0922  HISTORY     - Date     Condition        Report By
 AB0922  HISTORY     - 1952     MONUMENTED       CGS
 AB0922
 AB0922                          STATION DESCRIPTION
 AB0922
 AB0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AB0922'4.6 MI E FROM PROGRESO.
 AB0922'0.1 MILE EAST OF THE INTERSECTION OF FARM ROAD 491 AND US.281, 51.0
 AB0922'FEET SOUTH OF THE CENTERLINE OF US.281, IN THE FENCE LINE, 100.0 FEET
 AB0922'WEST OF THE WEST GATE POST OF A RANCH ROAD RUNNING SOUTH TO A BARN AND
 AB0922'WINDMILL, FARM ROAD NO.491 LEADS NORTH TO MERCEDES.  MARK WAS RESET BY
 AB0922'THE TEXAS HIGHWAY DEPARTMENT.  A STANDARD DISK SET IN A CONCRETE POST
 AB0922'0.7 FOOT SQUARE EXTENDING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0732 ***********************************************************************
 AB0732  DESIGNATION -  U 684
 AB0732  PID         -  AB0732
 AB0732  STATE/COUNTY-  TX/HIDALGO
 AB0732  USGS QUAD   -  MERCEDES (1983)
 AB0732
 AB0732                         *CURRENT SURVEY CONTROL
 AB0732  ___________________________________________________________________
 AB0732* NAD 83(1986)-  26 11 21.     (N)    097 54 36.     (W)     SCALED    
 AB0732* NAVD 88     -        20.664  (meters)      67.80   (feet)  ADJUSTED  
 AB0732  ___________________________________________________________________
 AB0732  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AB0732  DYNAMIC HT  -          20.630 (meters)      67.68  (feet)  COMP
 AB0732  MODELED GRAV-     979,019.1   (mgal)                       NAVD 88
 AB0732
 AB0732  VERT ORDER  -  SECOND    CLASS 0
 AB0732
 AB0732.The horizontal coordinates were scaled from a topographic map and have
 AB0732.an estimated accuracy of +/- 6 seconds.
 AB0732
 AB0732.The orthometric height was determined by differential leveling
 AB0732.and adjusted by the National Geodetic Survey in June 1991..
 AB0732
 AB0732.The geoid height was determined by GEOID03.
 AB0732
 AB0732.The dynamic height is computed by dividing the NAVD 88
 AB0732.geopotential number by the normal gravity value computed on the
 AB0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0732.degrees latitude (g = 980.6199 gals.).
 AB0732
 AB0732.The modeled gravity was interpolated from observed gravity values.
 AB0732
 AB0732;                    North         East    Units  Estimated Accuracy
 AB0732;SPC TX S     - 5,058,030.      358,970.      MT  (+/- 180 meters Scaled)
 AB0732
 AB0732                          SUPERSEDED SURVEY CONTROL
 AB0732
 AB0732  NGVD 29 (??/??/92)   20.782  (m)           68.18   (f) ADJ UNCH    2 0
 AB0732
 AB0732.Superseded values are not recommended for survey control.
 AB0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0732.See file dsdata.txt to determine how the superseded data were derived.
 AB0732
 AB0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP089970(NAD 83)
 AB0732_MARKER: DB = BENCH MARK DISK
 AB0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0732_SP_SET: CULVERT
 AB0732_STAMPING: U 684 1942
 AB0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0732
 AB0732  HISTORY     - Date     Condition        Report By
 AB0732  HISTORY     - 1942     MONUMENTED       CGS
 AB0732
 AB0732                          STATION DESCRIPTION
 AB0732
 AB0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0732'2.8 MI N FROM MERCEDES.
 AB0732'2.8 MILES NORTH ALONG THE BASE LINE ROAD FROM THE JUNCTION OF U.S.
 AB0732'HIGHWAY 83 AT MERCEDES, HIDALGO COUNTY, ABOUT 144 FEET WEST ACROSS THE
 AB0732'ROAD FROM A LARGE 2-STORY STUCCO FARMHOUSE, IN THE TOP OF THE
 AB0732'SOUTHWEST RETAINING WALL OF A CONCRETE IRRIGATION-CANAL CULVERT, 41.7
 AB0732'FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2-1/2 FEET HIGHER
 AB0732'THAN THE ROAD.  A STANDARD DISK, STAMPED U 684 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0720 ***********************************************************************
 AE0720  DESIGNATION -  U 685
 AE0720  PID         -  AE0720
 AE0720  STATE/COUNTY-  TX/STARR
 AE0720  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0720
 AE0720                         *CURRENT SURVEY CONTROL
 AE0720  ___________________________________________________________________
 AE0720* NAD 83(1986)-  26 23 38.     (N)    098 49 46.     (W)     SCALED    
 AE0720* NAVD 88     -        81.767  (meters)     268.26   (feet)  ADJUSTED  
 AE0720  ___________________________________________________________________
 AE0720  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AE0720  DYNAMIC HT  -          81.633 (meters)     267.82  (feet)  COMP
 AE0720  MODELED GRAV-     979,000.6   (mgal)                       NAVD 88
 AE0720
 AE0720  VERT ORDER  -  SECOND    CLASS 0
 AE0720
 AE0720.The horizontal coordinates were scaled from a topographic map and have
 AE0720.an estimated accuracy of +/- 6 seconds.
 AE0720
 AE0720.The orthometric height was determined by differential leveling
 AE0720.and adjusted by the National Geodetic Survey in June 1991..
 AE0720
 AE0720.The geoid height was determined by GEOID03.
 AE0720
 AE0720.The dynamic height is computed by dividing the NAVD 88
 AE0720.geopotential number by the normal gravity value computed on the
 AE0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0720.degrees latitude (g = 980.6199 gals.).
 AE0720
 AE0720.The modeled gravity was interpolated from observed gravity values.
 AE0720
 AE0720;                    North         East    Units  Estimated Accuracy
 AE0720;SPC TX S     - 5,080,610.      267,130.      MT  (+/- 180 meters Scaled)
 AE0720
 AE0720                          SUPERSEDED SURVEY CONTROL
 AE0720
 AE0720  NGVD 29 (??/??/92)   81.814  (m)          268.42   (f) ADJ UNCH    2 0
 AE0720
 AE0720.Superseded values are not recommended for survey control.
 AE0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0720.See file dsdata.txt to determine how the superseded data were derived.
 AE0720
 AE0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ170193(NAD 83)
 AE0720_MARKER: DB = BENCH MARK DISK
 AE0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0720_STAMPING: U 685 1942
 AE0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0720+STABILITY: SURFACE MOTION
 AE0720
 AE0720  HISTORY     - Date     Condition        Report By
 AE0720  HISTORY     - 1942     MONUMENTED       CGS
 AE0720
 AE0720                          STATION DESCRIPTION
 AE0720
 AE0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0720'1.9 MI NW FROM RIO GRANDE CITY.
 AE0720'TO REACH FROM THE STATE BANK AND TRUST COMPANY IN RIO GRANDE CITY,
 AE0720'PROCEED 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 83 TO A GRAVEL ROAD
 AE0720'LEADING NORTHWESTERLY, THENCE 1.0 MILE NORTHWESTERLY ALONG GRAVEL ROAD
 AE0720'TO A CURVE AND SITE OF BENCH MARK.  BENCH MARK IS 45.0 FEET EAST OF
 AE0720'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  IT IS
 AE0720'9.0 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTHEAST, 4.0
 AE0720'FEET SOUTHEAST OF THE RIGHT OF WAY FENCE CORNER.  MONUMENT IS 2.0 FEET
 AE0720'NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0535 ***********************************************************************
 AE0535  DESIGNATION -  U 686
 AE0535  PID         -  AE0535
 AE0535  STATE/COUNTY-  TX/HIDALGO
 AE0535  USGS QUAD   -  CITRUS CITY (1980)
 AE0535
 AE0535                         *CURRENT SURVEY CONTROL
 AE0535  ___________________________________________________________________
 AE0535* NAD 83(1986)-  26 19 48.     (N)    098 24 37.     (W)     SCALED    
 AE0535* NAVD 88     -        67.721  (meters)     222.18   (feet)  ADJUSTED  
 AE0535  ___________________________________________________________________
 AE0535  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0535  DYNAMIC HT  -          67.609 (meters)     221.81  (feet)  COMP
 AE0535  MODELED GRAV-     978,997.3   (mgal)                       NAVD 88
 AE0535
 AE0535  VERT ORDER  -  SECOND    CLASS 0
 AE0535
 AE0535.The horizontal coordinates were scaled from a topographic map and have
 AE0535.an estimated accuracy of +/- 6 seconds.
 AE0535
 AE0535.The orthometric height was determined by differential leveling
 AE0535.and adjusted by the National Geodetic Survey in June 1991..
 AE0535
 AE0535.The geoid height was determined by GEOID03.
 AE0535
 AE0535.The dynamic height is computed by dividing the NAVD 88
 AE0535.geopotential number by the normal gravity value computed on the
 AE0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0535.degrees latitude (g = 980.6199 gals.).
 AE0535
 AE0535.The modeled gravity was interpolated from observed gravity values.
 AE0535
 AE0535;                    North         East    Units  Estimated Accuracy
 AE0535;SPC TX S     - 5,073,500.      308,960.      MT  (+/- 180 meters Scaled)
 AE0535
 AE0535                          SUPERSEDED SURVEY CONTROL
 AE0535
 AE0535  NGVD 29 (??/??/92)   67.825  (m)          222.52   (f) ADJ UNCH    2 0
 AE0535
 AE0535.Superseded values are not recommended for survey control.
 AE0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0535.See file dsdata.txt to determine how the superseded data were derived.
 AE0535
 AE0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ588123(NAD 83)
 AE0535_MARKER: DB = BENCH MARK DISK
 AE0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0535_STAMPING: U 686 1942
 AE0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0535+STABILITY: SURFACE MOTION
 AE0535
 AE0535  HISTORY     - Date     Condition        Report By
 AE0535  HISTORY     - 1942     MONUMENTED       CGS
 AE0535  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0535
 AE0535                          STATION DESCRIPTION
 AE0535
 AE0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0535'6.45 MI W FROM OBLATE.
 AE0535'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 107 AND THE SEVEN MILE
 AE0535'ROAD, (7.2 MILES NORTH OF MISSION) PROCEED 6.45 MILES WESTERLY ALONG
 AE0535'THE SEVEN MILE ROAD TO A WINDMILL AND FEED PENS ON THE NORTH SIDE OF
 AE0535'THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE EAST OF A
 AE0535'CATTLE GUARD IN THE SEVEN MILE ROAD.  IT IS 0.2 MILE WEST OF A
 AE0535'WINDMILL AND FEED PENS ON THE NORTH SIDE OF THE ROAD, 41.5 FEET NORTH
 AE0535'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 2.4
 AE0535'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  MONUMENT IS 2.0 FEET WEST
 AE0535'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE
 AE0535'GROUND.
 AE0535
 AE0535                          STATION RECOVERY (1962)
 AE0535
 AE0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0761 ***********************************************************************
 AE0761  DESIGNATION -  U 687
 AE0761  PID         -  AE0761
 AE0761  STATE/COUNTY-  TX/STARR
 AE0761  USGS QUAD   -  VIBORAS (1993)
 AE0761
 AE0761                         *CURRENT SURVEY CONTROL
 AE0761  ___________________________________________________________________
 AE0761* NAD 83(1986)-  26 43 39.     (N)    098 50 45.     (W)     SCALED    
 AE0761* NAVD 88     -       128.836  (meters)     422.69   (feet)  ADJUSTED  
 AE0761  ___________________________________________________________________
 AE0761  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE0761  DYNAMIC HT  -         128.625 (meters)     422.00  (feet)  COMP
 AE0761  MODELED GRAV-     979,007.7   (mgal)                       NAVD 88
 AE0761
 AE0761  VERT ORDER  -  SECOND    CLASS 0
 AE0761
 AE0761.The horizontal coordinates were scaled from a topographic map and have
 AE0761.an estimated accuracy of +/- 6 seconds.
 AE0761
 AE0761.The orthometric height was determined by differential leveling
 AE0761.and adjusted by the National Geodetic Survey in June 1991..
 AE0761
 AE0761.The geoid height was determined by GEOID03.
 AE0761
 AE0761.The dynamic height is computed by dividing the NAVD 88
 AE0761.geopotential number by the normal gravity value computed on the
 AE0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0761.degrees latitude (g = 980.6199 gals.).
 AE0761
 AE0761.The modeled gravity was interpolated from observed gravity values.
 AE0761
 AE0761;                    North         East    Units  Estimated Accuracy
 AE0761;SPC TX S     - 5,117,580.      265,600.      MT  (+/- 180 meters Scaled)
 AE0761
 AE0761                          SUPERSEDED SURVEY CONTROL
 AE0761
 AE0761  NGVD 29 (??/??/92)  128.884  (m)          422.85   (f) ADJ UNCH    2 0
 AE0761
 AE0761.Superseded values are not recommended for survey control.
 AE0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0761.See file dsdata.txt to determine how the superseded data were derived.
 AE0761
 AE0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ153562(NAD 83)
 AE0761_MARKER: DB = BENCH MARK DISK
 AE0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0761_STAMPING: U 687 1942
 AE0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0761+STABILITY: SURFACE MOTION
 AE0761
 AE0761  HISTORY     - Date     Condition        Report By
 AE0761  HISTORY     - 1942     MONUMENTED       CGS
 AE0761
 AE0761                          STATION DESCRIPTION
 AE0761
 AE0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0761'10.8 MI N FROM EL SAUZ.
 AE0761'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ, PROCEED 10.8 MILES NORTH
 AE0761'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE
 AE0761'SOUTH OF A LARGE WINDMILL ON THE WEST SIDE OF GRAVEL ROAD.  IT IS 27.0
 AE0761'FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD. IT IS
 AE0761'2.0 FEET WEST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTH
 AE0761'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0684 ***********************************************************************
 AE0684  DESIGNATION -  U 688
 AE0684  PID         -  AE0684
 AE0684  STATE/COUNTY-  TX/STARR
 AE0684  USGS QUAD   -  LA GRULLA (1965)
 AE0684
 AE0684                         *CURRENT SURVEY CONTROL
 AE0684  ___________________________________________________________________
 AE0684* NAD 83(1986)-  26 20 35.     (N)    098 42 40.     (W)     SCALED    
 AE0684* NAVD 88     -        70.293  (meters)     230.62   (feet)  ADJUSTED  
 AE0684  ___________________________________________________________________
 AE0684  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE0684  DYNAMIC HT  -          70.176 (meters)     230.24  (feet)  COMP
 AE0684  MODELED GRAV-     978,992.6   (mgal)                       NAVD 88
 AE0684
 AE0684  VERT ORDER  -  SECOND    CLASS 0
 AE0684
 AE0684.The horizontal coordinates were scaled from a topographic map and have
 AE0684.an estimated accuracy of +/- 6 seconds.
 AE0684
 AE0684.The orthometric height was determined by differential leveling
 AE0684.and adjusted by the National Geodetic Survey in June 1991..
 AE0684
 AE0684.The geoid height was determined by GEOID03.
 AE0684
 AE0684.The dynamic height is computed by dividing the NAVD 88
 AE0684.geopotential number by the normal gravity value computed on the
 AE0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0684.degrees latitude (g = 980.6199 gals.).
 AE0684
 AE0684.The modeled gravity was interpolated from observed gravity values.
 AE0684
 AE0684;                    North         East    Units  Estimated Accuracy
 AE0684;SPC TX S     - 5,074,960.      278,930.      MT  (+/- 180 meters Scaled)
 AE0684
 AE0684                          SUPERSEDED SURVEY CONTROL
 AE0684
 AE0684  NGVD 29 (??/??/92)   70.367  (m)          230.86   (f) ADJ UNCH    2 0
 AE0684
 AE0684.Superseded values are not recommended for survey control.
 AE0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0684.See file dsdata.txt to determine how the superseded data were derived.
 AE0684
 AE0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ288137(NAD 83)
 AE0684_MARKER: DB = BENCH MARK DISK
 AE0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0684_STAMPING: U 688 1942
 AE0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0684+STABILITY: SURFACE MOTION
 AE0684
 AE0684  HISTORY     - Date     Condition        Report By
 AE0684  HISTORY     - 1942     MONUMENTED       CGS
 AE0684
 AE0684                          STATION DESCRIPTION
 AE0684
 AE0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0684'1.6 MI N FROM GARCIASVILLE.
 AE0684'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE0684'LEADING NORTH, (7.9 MILES EAST OF THE POST OFFICE AT RIO GRANDE CITY)
 AE0684'PROCEED 0.4 MILE NORTHERLY ALONG A GRAVEL ROAD TO THE NORTH FOOT OF A
 AE0684'HILL AND SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE SOUTH OF THE
 AE0684'SOUTH FENCE OF AN OPEN FIELD.  IT IS 22.7 FEET NORTHEAST OF AND ABOUT
 AE0684'1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.5 FEET
 AE0684'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT
 AE0684'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0694 ***********************************************************************
 AE0694  DESIGNATION -  U 689
 AE0694  PID         -  AE0694
 AE0694  STATE/COUNTY-  TX/STARR
 AE0694  USGS QUAD   -  SAGUNADA RANCH (1965)
 AE0694
 AE0694                         *CURRENT SURVEY CONTROL
 AE0694  ___________________________________________________________________
 AE0694* NAD 83(1986)-  26 27 29.     (N)    098 42 48.     (W)     SCALED    
 AE0694* NAVD 88     -       114.393  (meters)     375.30   (feet)  ADJUSTED  
 AE0694  ___________________________________________________________________
 AE0694  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AE0694  DYNAMIC HT  -         114.204 (meters)     374.68  (feet)  COMP
 AE0694  MODELED GRAV-     978,994.9   (mgal)                       NAVD 88
 AE0694
 AE0694  VERT ORDER  -  SECOND    CLASS 0
 AE0694
 AE0694.The horizontal coordinates were scaled from a topographic map and have
 AE0694.an estimated accuracy of +/- 6 seconds.
 AE0694
 AE0694.The orthometric height was determined by differential leveling
 AE0694.and adjusted by the National Geodetic Survey in June 1991..
 AE0694
 AE0694.The geoid height was determined by GEOID03.
 AE0694
 AE0694.The dynamic height is computed by dividing the NAVD 88
 AE0694.geopotential number by the normal gravity value computed on the
 AE0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0694.degrees latitude (g = 980.6199 gals.).
 AE0694
 AE0694.The modeled gravity was interpolated from observed gravity values.
 AE0694
 AE0694;                    North         East    Units  Estimated Accuracy
 AE0694;SPC TX S     - 5,087,700.      278,730.      MT  (+/- 180 meters Scaled)
 AE0694
 AE0694                          SUPERSEDED SURVEY CONTROL
 AE0694
 AE0694  NGVD 29 (??/??/92)  114.448  (m)          375.48   (f) ADJ UNCH    2 0
 AE0694
 AE0694.Superseded values are not recommended for survey control.
 AE0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0694.See file dsdata.txt to determine how the superseded data were derived.
 AE0694
 AE0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ285264(NAD 83)
 AE0694_MARKER: DB = BENCH MARK DISK
 AE0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0694_STAMPING: U 689 1942
 AE0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0694+STABILITY: SURFACE MOTION
 AE0694
 AE0694  HISTORY     - Date     Condition        Report By
 AE0694  HISTORY     - 1942     MONUMENTED       CGS
 AE0694
 AE0694                          STATION DESCRIPTION
 AE0694
 AE0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0694'10.0 MI NE FROM RIO GRANDE CITY.
 AE0694'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY-SANTA ELENA ROAD AND
 AE0694'A GRAVEL ROAD LEADING EAST (8.5 MILES NORTH OF THE POST OFFICE AT RIO
 AE0694'GRANDE CITY), PROCEED 1.5 MILE EASTERLY ALONG A GRAVEL ROAD TO THE
 AE0694'INTERSECTION OF A ONE TRACK DIRT ROAD LEADING SOUTH TO A WINDMILL AND
 AE0694'SITE OF BENCH MARK.  BENCH MARK IS 37.0 FEET SOUTH OF AND ABOUT THE
 AE0694'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 24.5 FEET WEST OF
 AE0694'THE CENTERLINE OF THE DIRT TRACK ROAD.  MONUMENT IS 2.0 FEET WEST OF A
 AE0694'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE
 AE0694'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0137 ***********************************************************************
 EO0137  DESIGNATION -  U 69
 EO0137  PID         -  EO0137
 EO0137  STATE/COUNTY-  TX/BAILEY
 EO0137  USGS QUAD   -  PROGRESS (1963)
 EO0137
 EO0137                         *CURRENT SURVEY CONTROL
 EO0137  ___________________________________________________________________
 EO0137* NAD 83(1986)-  34 17 58.     (N)    102 50 42.     (W)     SCALED    
 EO0137* NAVD 88     -      1198.707  (meters)    3932.76   (feet)  ADJUSTED  
 EO0137  ___________________________________________________________________
 EO0137  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 EO0137  DYNAMIC HT  -        1197.155 (meters)    3927.67  (feet)  COMP
 EO0137  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 EO0137
 EO0137  VERT ORDER  -  FIRST     CLASS II
 EO0137
 EO0137.The horizontal coordinates were scaled from a topographic map and have
 EO0137.an estimated accuracy of +/- 6 seconds.
 EO0137
 EO0137.The orthometric height was determined by differential leveling
 EO0137.and adjusted by the National Geodetic Survey in June 1991..
 EO0137
 EO0137.The geoid height was determined by GEOID03.
 EO0137
 EO0137.The dynamic height is computed by dividing the NAVD 88
 EO0137.geopotential number by the normal gravity value computed on the
 EO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0137.degrees latitude (g = 980.6199 gals.).
 EO0137
 EO0137.The modeled gravity was interpolated from observed gravity values.
 EO0137
 EO0137;                    North         East    Units  Estimated Accuracy
 EO0137;SPC TXNC     - 2,300,250.      200,070.      MT  (+/- 180 meters Scaled)
 EO0137
 EO0137                          SUPERSEDED SURVEY CONTROL
 EO0137
 EO0137  NGVD 29 (??/??/92) 1198.119  (m)         3930.83   (f) ADJ UNCH    1 2
 EO0137
 EO0137.Superseded values are not recommended for survey control.
 EO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0137.See file dsdata.txt to determine how the superseded data were derived.
 EO0137
 EO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT983974(NAD 83)
 EO0137_MARKER: DB = BENCH MARK DISK
 EO0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0137_SP_SET: PIER
 EO0137_STAMPING: 3930.829 U 69 1930
 EO0137_MARK LOGO: CGS   
 EO0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0137
 EO0137  HISTORY     - Date     Condition        Report By
 EO0137  HISTORY     - 1930     MONUMENTED       CGS
 EO0137  HISTORY     - 1938     GOOD             NGS
 EO0137  HISTORY     - 1982     GOOD             NGS
 EO0137
 EO0137                          STATION DESCRIPTION
 EO0137
 EO0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 EO0137'4.0 MI SE FROM LARIAT.
 EO0137'IN BAILEY COUNTY, ABOUT 4 MILES SOUTHEAST ALONG THE PANHANDLE AND
 EO0137'SANTA FE RAILWAY FROM THE STATION AT LARIAT, PARMER COUNTY, 1/2 MILE
 EO0137'SOUTHEAST OF MILEPOST 13, AT BRIDGE 13A, IN THE SECOND PIER FROM THE
 EO0137'NORTHWEST END OF THE BRIDGE, AND ON THE SOUTHWEST SIDE OF THE TRACK.
 EO0137'NOTE-- IT WAS REPORTED IN MAY 1938 THAT THE PIER CONTAINING BENCH MARK
 EO0137'U 69 HAD SETTLED ABOUT 2 FEET.  IN DECEMBER 1938 IT WAS REPORTED THAT
 EO0137'THE PIER HAD BEEN RESTORED TO APPROXIMATELY ITS ORIGINAL ELEVATION.
 EO0137
 EO0137                          STATION RECOVERY (1982)
 EO0137
 EO0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0137'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.8 KM (8.55
 EO0137'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM THEIR JUNCTION IN
 EO0137'MULESHOE, 0.8 KM (0.5 MI) NORTHWEST OF RAILROAD MILEPOST 14, IN TOP OF
 EO0137'THE SOUTHWEST END OF THE FIRST PIER SOUTHEAST OF THE NORTHWEST END OF
 EO0137'AN SANTA FE RAILROAD BRIDGE, 32.9 METERS (107.9 FT) NORTH-NORTHEAST OF
 EO0137'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 1.7
 EO0137'METERS (5.6 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL.
 EO0137'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0978 ***********************************************************************
 AW0978  DESIGNATION -  U 690
 AW0978  PID         -  AW0978
 AW0978  STATE/COUNTY-  TX/HARRIS
 AW0978  USGS QUAD   -  HIGHLANDS (1995)
 AW0978
 AW0978                         *CURRENT SURVEY CONTROL
 AW0978  ___________________________________________________________________
 AW0978* NAD 83(1986)-  29 46 56.     (N)    095 00 07.     (W)     SCALED    
 AW0978* NAVD 88     -         7.24   (+/-2cm)      23.8    (feet)  VERTCON   
 AW0978  ___________________________________________________________________
 AW0978  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0978
 AW0978  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0978
 AW0978.The horizontal coordinates were scaled from a topographic map and have
 AW0978.an estimated accuracy of +/- 6 seconds.
 AW0978
 AW0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0978.The vertical order pertains to the NGVD 29 superseded value.
 AW0978
 AW0978.The geoid height was determined by GEOID03.
 AW0978
 AW0978;                    North         East    Units  Estimated Accuracy
 AW0978;SPC TXSC     - 4,222,600.      986,480.      MT  (+/- 180 meters Scaled)
 AW0978
 AW0978                          SUPERSEDED SURVEY CONTROL
 AW0978
 AW0978  NGVD 29 (??/??/92)    7.238  (m)           23.75   (f) ADJ UNCH    1 2
 AW0978
 AW0978.Superseded values are not recommended for survey control.
 AW0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0978.See file dsdata.txt to determine how the superseded data were derived.
 AW0978
 AW0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN064963(NAD 83)
 AW0978_MARKER: DB = BENCH MARK DISK
 AW0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0978_SP_SET: ABUTMENT
 AW0978_STAMPING: U 690 1942
 AW0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0978
 AW0978  HISTORY     - Date     Condition        Report By
 AW0978  HISTORY     - 1942     MONUMENTED       CGS
 AW0978  HISTORY     - 1964     GOOD             NGS
 AW0978  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0978  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW0978
 AW0978                          STATION DESCRIPTION
 AW0978
 AW0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0978'5.15 MI NW FROM CEDAR BAYOU.
 AW0978'ABOUT 1.75 MILES NORTH ALONG THE CROSBY-CEDAR BAYOU ROAD FROM THE
 AW0978'ASSEMBLY OF GOD CHURCH AT CEDAR BAYOU, THENCE 3.4 MILES WEST ALONG THE
 AW0978'LYNCHBURG -CEDAR BAYOU ROAD, OR 1.9 MILES SOUTH ALONG THE
 AW0978'CROSBY-LYNCHBURG ROAD FROM THE POST OFFICE AT HIGHLANDS, THENCE 1.05
 AW0978'MILES EAST ALONG MARKET STREET, THENCE 2.4 MILES EAST ALONG THE
 AW0978'LYNCHBURG-CEDAR BAYOU ROAD, 14 FEET SOUTH OF THE CENTER LINE OF THE
 AW0978'ROAD, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 AW0978'A CONCRETE BRIDGE OVER GOOSE CREEK, AND ABOUT 2 1/2 FEET BELOW THE
 AW0978'LEVEL OF THE ROAD.
 AW0978
 AW0978                          STATION RECOVERY (1978)
 AW0978
 AW0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0978'NOT RECOVERED.  NOTE=BRIDGE HAS BEEN TORN OUT AND A NEW ONE IS NOW
 AW0978'UNDER CONSTRUCTION.
 AW0978
 AW0978                          STATION RECOVERY (1997)
 AW0978
 AW0978'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4061 ***********************************************************************
 AW4061  DESIGNATION -  U 692
 AW4061  PID         -  AW4061
 AW4061  STATE/COUNTY-  TX/BRAZORIA
 AW4061  USGS QUAD   -  ANGLETON (1974)
 AW4061
 AW4061                         *CURRENT SURVEY CONTROL
 AW4061  ___________________________________________________________________
 AW4061* NAD 83(1986)-  29 13 34.     (N)    095 28 04.     (W)     SCALED    
 AW4061* NAVD 88     -        12.01   (+/-2cm)      39.4    (feet)  VERTCON   
 AW4061  ___________________________________________________________________
 AW4061  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW4061
 AW4061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4061
 AW4061.The horizontal coordinates were scaled from a topographic map and have
 AW4061.an estimated accuracy of +/- 6 seconds.
 AW4061
 AW4061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4061.The vertical order pertains to the NGVD 29 superseded value.
 AW4061
 AW4061.The geoid height was determined by GEOID03.
 AW4061
 AW4061;                    North         East    Units  Estimated Accuracy
 AW4061;SPC TXSC     - 4,159,540.      943,330.      MT  (+/- 180 meters Scaled)
 AW4061
 AW4061                          SUPERSEDED SURVEY CONTROL
 AW4061
 AW4061  NGVD 29 (??/??/92)   12.018  (m)           39.43   (f) ADJ UNCH    2 0
 AW4061
 AW4061.Superseded values are not recommended for survey control.
 AW4061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4061.See file dsdata.txt to determine how the superseded data were derived.
 AW4061
 AW4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN601355(NAD 83)
 AW4061_MARKER: DB = BENCH MARK DISK
 AW4061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4061_STAMPING: U 692 1942
 AW4061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4061+STABILITY: SURFACE MOTION
 AW4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4061+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4061
 AW4061  HISTORY     - Date     Condition        Report By
 AW4061  HISTORY     - 1942     MONUMENTED       CGS
 AW4061  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4061  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4061  HISTORY     - 20040312 GOOD             USPSQD
 AW4061
 AW4061                          STATION DESCRIPTION
 AW4061
 AW4061'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4061'9.0 MI S FROM ROSHARON.
 AW4061'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 9.0 MILES SOUTH
 AW4061'ALONG THE MISSOURI PACIFIC RAILROAD TO A LARGE 2 STORY FARM HOUSE ON
 AW4061'THE EAST SIDE OF TRACKS AND TO SITE OF BENCH MARK.  BENCH MARK IS
 AW4061'125.0 FEET SOUTHWEST OF FARM HOUSE AND 1 1/2 POLES SOUTH OF MILE POST
 AW4061'NO. 38.10.  IT IS 45.0 FEET WEST OF AND LEVEL WITH THE CENTERLINE OF
 AW4061'HIGHWAY, ABOUT 36.0 FEET EAST OF AND LEVEL WITH THE CENTERLINE OF
 AW4061'TRACKS, 11.0 FEET SOUTH OF TELEGRAPH POLE.  MONUMENT IS 2.0 FEET NORTH
 AW4061'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT, AND SET
 AW4061'IN A CONCRETE POST.  NOTE-- THIS BENCH MARK IS ALSO 1.3 MILES NORTH OF
 AW4061'THE RAILROAD STATION AT ANCHOR.
 AW4061
 AW4061                          STATION RECOVERY (1988)
 AW4061
 AW4061'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4061'MARK NOT FOUND.
 AW4061
 AW4061                          STATION RECOVERY (1997)
 AW4061
 AW4061'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4061'MARK NOT FOUND.
 AW4061
 AW4061                          STATION RECOVERY (2004)
 AW4061
 AW4061'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4061'GO TO N29 13 34 W095 28 04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1248 ***********************************************************************
 AN1248  DESIGNATION -  U 694
 AN1248  PID         -  AN1248
 AN1248  STATE/COUNTY-  TX/REFUGIO
 AN1248  USGS QUAD   -  QUINTANA (1979)
 AN1248
 AN1248                         *CURRENT SURVEY CONTROL
 AN1248  ___________________________________________________________________
 AN1248* NAD 83(1986)-  28 22 15.     (N)    097 12 29.     (W)     SCALED    
 AN1248* NAVD 88     -        17.78   (+/-2cm)      58.3    (feet)  VERTCON   
 AN1248  ___________________________________________________________________
 AN1248  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1248
 AN1248  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1248
 AN1248.The horizontal coordinates were scaled from a topographic map and have
 AN1248.an estimated accuracy of +/- 6 seconds.
 AN1248
 AN1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1248.The vertical order pertains to the NGVD 29 superseded value.
 AN1248
 AN1248.The geoid height was determined by GEOID03.
 AN1248
 AN1248;                    North         East    Units  Estimated Accuracy
 AN1248;SPC TXSC     - 4,060,920.      775,650.      MT  (+/- 180 meters Scaled)
 AN1248
 AN1248                          SUPERSEDED SURVEY CONTROL
 AN1248
 AN1248  NGVD 29 (??/??/92)   17.93   (m)           58.8    (f) COMPUTED    1 2
 AN1248
 AN1248.Superseded values are not recommended for survey control.
 AN1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1248.See file dsdata.txt to determine how the superseded data were derived.
 AN1248
 AN1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS755395(NAD 83)
 AN1248_MARKER: DB = BENCH MARK DISK
 AN1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1248_STAMPING: U 694 1942
 AN1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1248+STABILITY: SURFACE MOTION
 AN1248
 AN1248  HISTORY     - Date     Condition        Report By
 AN1248  HISTORY     - 1942     MONUMENTED       CGS
 AN1248  HISTORY     - 1950     GOOD             NGS
 AN1248  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1248  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1248
 AN1248                          STATION DESCRIPTION
 AN1248
 AN1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1248'6.1 MI NE FROM REFUGIO.
 AN1248'6.1 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1248'RAILROAD FROM THE STATION AT REFUGIO, 95 FEET SOUTHEAST OF MILEPOST
 AN1248'192, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 55 FEET NORTHWEST OF THE
 AN1248'CENTER LINE OF U.S. HIGHWAY 77, 22 FEET SOUTHWEST OF A TELEPHONE POLE,
 AN1248'3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AN1248'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AN1248
 AN1248                          STATION RECOVERY (1973)
 AN1248
 AN1248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1248'MARK NOT FOUND.
 AN1248
 AN1248                          STATION RECOVERY (1994)
 AN1248
 AN1248'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0498 ***********************************************************************
 AN0498  DESIGNATION -  U 695
 AN0498  PID         -  AN0498
 AN0498  STATE/COUNTY-  TX/VICTORIA
 AN0498  USGS QUAD   -  KAMEY (1995)
 AN0498
 AN0498                         *CURRENT SURVEY CONTROL
 AN0498  ___________________________________________________________________
 AN0498* NAD 83(1986)-  28 44 23.     (N)    096 45 00.     (W)     SCALED    
 AN0498* NAVD 88     -        12.73   (+/-2cm)      41.8    (feet)  VERTCON   
 AN0498  ___________________________________________________________________
 AN0498  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0498
 AN0498  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0498
 AN0498.The horizontal coordinates were scaled from a topographic map and have
 AN0498.an estimated accuracy of +/- 6 seconds.
 AN0498
 AN0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0498.The vertical order pertains to the NGVD 29 superseded value.
 AN0498
 AN0498.The geoid height was determined by GEOID03.
 AN0498
 AN0498;                    North         East    Units  Estimated Accuracy
 AN0498;SPC TXSC     - 4,102,570.      819,750.      MT  (+/- 180 meters Scaled)
 AN0498
 AN0498                          SUPERSEDED SURVEY CONTROL
 AN0498
 AN0498  NGVD 29 (??/??/92)   12.858  (m)           42.19   (f) ADJ UNCH    1 2
 AN0498
 AN0498.Superseded values are not recommended for survey control.
 AN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0498.See file dsdata.txt to determine how the superseded data were derived.
 AN0498
 AN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS197812(NAD 83)
 AN0498_MARKER: DB = BENCH MARK DISK
 AN0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0498_STAMPING: U 695 1943
 AN0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0498+STABILITY: SURFACE MOTION
 AN0498
 AN0498  HISTORY     - Date     Condition        Report By
 AN0498  HISTORY     - 1943     MONUMENTED       CGS
 AN0498  HISTORY     - 1967     MARK NOT FOUND   NGS
 AN0498  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0498  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0498
 AN0498                          STATION DESCRIPTION
 AN0498
 AN0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AN0498'6.0 MI SW FROM LA SALLE.
 AN0498'6.0 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN0498'RAILROAD FROM THE STATION AT LA SALLE, 0.5 MILE NORTHEAST OF THE
 AN0498'STATION AT CARR, SOUTHEAST OF AND ACROSS THE TRACK FROM THE 3RD POLE
 AN0498'NORTHEAST OF MILEPOST 230, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 AN0498'THE MAIN TRACK, 28 FEET NORTHWEST OF THE CENTER LINE OF A NORTHEAST
 AN0498'AND SOUTHWEST ROAD, 2.3 FEET SOUTHEAST OF A FENCE, 2.5 FEET NORTHEAST
 AN0498'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AN0498'0.6 FOOT ABOVE THE GROUND.  NOTE-- THE MARK MAY HAVE BEEN DESTROYED
 AN0498'DURING CONSTRUCTION WORK ALONG RAILROAD.
 AN0498
 AN0498                          STATION RECOVERY (1972)
 AN0498
 AN0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0498'MARK NOT FOUND.
 AN0498
 AN0498                          STATION RECOVERY (1978)
 AN0498
 AN0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0498'SEARCHED FOR BUT NOT RECOVERED.  NOT RECOVERED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0542 ***********************************************************************
 AN0542  DESIGNATION -  U 696
 AN0542  PID         -  AN0542
 AN0542  STATE/COUNTY-  TX/JACKSON
 AN0542  USGS QUAD   -  LOLITA (1995)
 AN0542
 AN0542                         *CURRENT SURVEY CONTROL
 AN0542  ___________________________________________________________________
 AN0542* NAD 83(1986)-  28 52 19.     (N)    096 32 27.     (W)     SCALED    
 AN0542* NAVD 88     -        12.93   (+/-2cm)      42.4    (feet)  VERTCON   
 AN0542  ___________________________________________________________________
 AN0542  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0542
 AN0542  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0542
 AN0542.The horizontal coordinates were scaled from a topographic map and have
 AN0542.an estimated accuracy of +/- 6 seconds.
 AN0542
 AN0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0542.The vertical order pertains to the NGVD 29 superseded value.
 AN0542
 AN0542.The geoid height was determined by GEOID03.
 AN0542
 AN0542;                    North         East    Units  Estimated Accuracy
 AN0542;SPC TXSC     - 4,117,630.      839,870.      MT  (+/- 180 meters Scaled)
 AN0542
 AN0542                          SUPERSEDED SURVEY CONTROL
 AN0542
 AN0542  NGVD 29 (??/??/92)   12.989  (m)           42.61   (f) ADJ UNCH    2 0
 AN0542
 AN0542.Superseded values are not recommended for survey control.
 AN0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0542.See file dsdata.txt to determine how the superseded data were derived.
 AN0542
 AN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS398962(NAD 83)
 AN0542_MARKER: DB = BENCH MARK DISK
 AN0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0542_STAMPING: U 696 1943
 AN0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0542+STABILITY: SURFACE MOTION
 AN0542
 AN0542  HISTORY     - Date     Condition        Report By
 AN0542  HISTORY     - 1943     MONUMENTED       CGS
 AN0542
 AN0542                          STATION DESCRIPTION
 AN0542
 AN0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0542'2.1 MI N FROM LOLITA.
 AN0542'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AN0542'AT LOLITA, PROCEED 2.1 MILES NORTH ALONG AN IMPROVED ROAD TO THE
 AN0542'INTERSECTION OF A SHELL CROSS ROAD AND SITE OF BENCH MARK. BENCH MARK
 AN0542'IS 78.0 FEET SOUTH OF THE CENTER LINE OF SHELL ROAD. IT IS 26.0 FEET
 AN0542'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, ABOUT
 AN0542'1.0 FOOT WEST OF THE RIGHT OF WAY FENCE. MONUMENT IS 3.0 FEET NORTH OF
 AN0542'A 4 X 4 INCH WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0543 ***********************************************************************
 AN0543  DESIGNATION -  U 696 RESET 1951
 AN0543  PID         -  AN0543
 AN0543  STATE/COUNTY-  TX/JACKSON
 AN0543  USGS QUAD   -  LOLITA (1995)
 AN0543
 AN0543                         *CURRENT SURVEY CONTROL
 AN0543  ___________________________________________________________________
 AN0543* NAD 83(1986)-  28 52 19.     (N)    096 32 27.     (W)     SCALED    
 AN0543* NAVD 88     -        12.861  (meters)      42.19   (feet)  ADJUSTED  
 AN0543  ___________________________________________________________________
 AN0543  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0543  DYNAMIC HT  -          12.842 (meters)      42.13  (feet)  COMP
 AN0543  MODELED GRAV-     979,211.0   (mgal)                       NAVD 88
 AN0543
 AN0543  VERT ORDER  -  FIRST     CLASS I
 AN0543
 AN0543.The horizontal coordinates were scaled from a topographic map and have
 AN0543.an estimated accuracy of +/- 6 seconds.
 AN0543
 AN0543.The orthometric height was determined by differential leveling
 AN0543.and adjusted by the National Geodetic Survey in June 1991..
 AN0543
 AN0543.The geoid height was determined by GEOID03.
 AN0543
 AN0543.The dynamic height is computed by dividing the NAVD 88
 AN0543.geopotential number by the normal gravity value computed on the
 AN0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0543.degrees latitude (g = 980.6199 gals.).
 AN0543
 AN0543.The modeled gravity was interpolated from observed gravity values.
 AN0543
 AN0543;                    North         East    Units  Estimated Accuracy
 AN0543;SPC TXSC     - 4,117,630.      839,870.      MT  (+/- 180 meters Scaled)
 AN0543
 AN0543                          SUPERSEDED SURVEY CONTROL
 AN0543
 AN0543  NGVD 29 (??/??/92)   12.876  (m)           42.24   (f) ADJ UNCH    1 1
 AN0543
 AN0543.Superseded values are not recommended for survey control.
 AN0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0543.See file dsdata.txt to determine how the superseded data were derived.
 AN0543
 AN0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS398962(NAD 83)
 AN0543_MARKER: DB = BENCH MARK DISK
 AN0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0543_STAMPING: U 696 RESET 1951
 AN0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0543+STABILITY: SURFACE MOTION
 AN0543
 AN0543  HISTORY     - Date     Condition        Report By
 AN0543  HISTORY     - 1951     MONUMENTED       CGS
 AN0543  HISTORY     - 1972     GOOD             NGS
 AN0543
 AN0543                          STATION DESCRIPTION
 AN0543
 AN0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0543'2.1 MI N FROM LOLITA.
 AN0543'ABOUT 2.1 MILES NORTH ALONG FARM TO MARKET ROAD NO.1593 FROM THE
 AN0543'CROSSING OF THE MISSOURI PACIFIC RAILROAD AT LOLITA, 59 FEET NORTHWEST
 AN0543'OF THE CENTER OF AN INTERSECTION, 56 FEET NORTHWEST OF THE NORTH END
 AN0543'OF THE WEST CONCRETE HEADWALL FOR A TRIPLE-CHANNEL CULVERT UNDER FARM
 AN0543'ROAD 1593, 43 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 35 FEET
 AN0543'NORTH OF THE CENTER LINE OF A SHELL ROAD, 9 FEET NORTH OF A POWER
 AN0543'POLE, 5 FEET NORTH OF A FENCE CORNER, 2 1/2 FEET WEST OF A FENCE LINE,
 AN0543'3 FEET WEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 AN0543'FARM ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 AN0543'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS MARK IS 1.0 MILE EAST OF
 AN0543'BENCH MARK D 1196 DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0612 ***********************************************************************
 AN0612  DESIGNATION -  U 697
 AN0612  PID         -  AN0612
 AN0612  STATE/COUNTY-  TX/VICTORIA
 AN0612  USGS QUAD   -  MARCADO CREEK (1995)
 AN0612
 AN0612                         *CURRENT SURVEY CONTROL
 AN0612  ___________________________________________________________________
 AN0612* NAD 83(1986)-  28 47 21.     (N)    096 48 30.     (W)     SCALED    
 AN0612* NAVD 88     -        17.78   (+/-2cm)      58.3    (feet)  VERTCON   
 AN0612  ___________________________________________________________________
 AN0612  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0612
 AN0612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0612
 AN0612.The horizontal coordinates were scaled from a topographic map and have
 AN0612.an estimated accuracy of +/- 6 seconds.
 AN0612
 AN0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0612.The vertical order pertains to the NGVD 29 superseded value.
 AN0612
 AN0612.The geoid height was determined by GEOID03.
 AN0612
 AN0612;                    North         East    Units  Estimated Accuracy
 AN0612;SPC TXSC     - 4,107,940.      813,950.      MT  (+/- 180 meters Scaled)
 AN0612
 AN0612                          SUPERSEDED SURVEY CONTROL
 AN0612
 AN0612  NGVD 29 (??/??/92)   17.88   (m)           58.7    (f) COMPUTED    2 0
 AN0612
 AN0612.Superseded values are not recommended for survey control.
 AN0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0612.See file dsdata.txt to determine how the superseded data were derived.
 AN0612
 AN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS139865(NAD 83)
 AN0612_MARKER: DB = BENCH MARK DISK
 AN0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0612_STAMPING: U 697 1943
 AN0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0612+STABILITY: SURFACE MOTION
 AN0612
 AN0612  HISTORY     - Date     Condition        Report By
 AN0612  HISTORY     - 1943     MONUMENTED       CGS
 AN0612
 AN0612                          STATION DESCRIPTION
 AN0612
 AN0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0612'12.3 MI SW FROM INEZ.
 AN0612'TO REACH FROM THE SCHOOL HOUSE AT INEZ, PROCEED 6.4 MILES SOUTHEAST
 AN0612'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL ROAD LEADING TO
 AN0612'GUADALUPE, THENCE GO 5.9 MILES WESTERLY TO THE INTERSECTION OF A ROAD
 AN0612'LEADING NORTH AND SITE OF BENCH MARK.  BENCH MARK IS 57.0 FEET
 AN0612'SOUTHWEST OF THE INTERSECTION OF ROAD LEADING NORTH.  IT IS 24.0 FEET
 AN0612'NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AN0612'11.0 FEET NORTHEAST OF A POWER LINE BRACE POLE AND 1.0 FOOT NORTH OF
 AN0612'THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH
 AN0612'WOODEN MARKER POST AND PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0613 ***********************************************************************
 AN0613  DESIGNATION -  U 697 RESET 1955
 AN0613  PID         -  AN0613
 AN0613  STATE/COUNTY-  TX/VICTORIA
 AN0613  USGS QUAD   -  MARCADO CREEK (1995)
 AN0613
 AN0613                         *CURRENT SURVEY CONTROL
 AN0613  ___________________________________________________________________
 AN0613* NAD 83(1986)-  28 47 21.     (N)    096 48 30.     (W)     SCALED    
 AN0613* NAVD 88     -        17.69   (+/-2cm)      58.0    (feet)  VERTCON   
 AN0613  ___________________________________________________________________
 AN0613  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0613
 AN0613  VERT ORDER  -  THIRD (See Below)
 AN0613
 AN0613.The horizontal coordinates were scaled from a topographic map and have
 AN0613.an estimated accuracy of +/- 6 seconds.
 AN0613
 AN0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0613.The vertical order pertains to the NGVD 29 superseded value.
 AN0613
 AN0613.The geoid height was determined by GEOID03.
 AN0613
 AN0613;                    North         East    Units  Estimated Accuracy
 AN0613;SPC TXSC     - 4,107,940.      813,950.      MT  (+/- 180 meters Scaled)
 AN0613
 AN0613                          SUPERSEDED SURVEY CONTROL
 AN0613
 AN0613  NGVD 29 (??/??/??)   17.80   (m)           58.4    (f) RESET       3  
 AN0613
 AN0613.Superseded values are not recommended for survey control.
 AN0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0613.See file dsdata.txt to determine how the superseded data were derived.
 AN0613
 AN0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS139865(NAD 83)
 AN0613_MARKER: DD = SURVEY DISK
 AN0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0613_STAMPING: U 697 RESET 1955
 AN0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0613+STABILITY: SURFACE MOTION
 AN0613
 AN0613  HISTORY     - Date     Condition        Report By
 AN0613  HISTORY     - 1955     MONUMENTED       TXHD
 AN0613
 AN0613                          STATION DESCRIPTION
 AN0613
 AN0613'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0613'8.3 MI SE FROM TELFENER.
 AN0613'8.3 MILES SOUTHEAST ALONG FARM-TO-MARKET HIGHWAY 1686 FROM THE TEXAS
 AN0613'AND NEW ORLEANS RAILROAD STATION AT TELFENER, VICTORIA COUNTY, 6.4
 AN0613'MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT INEZ,
 AN0613'THENCE 5.8 MILES WEST ALONG THE GUADALUPE ROAD.  AT THE INTERSECTION
 AN0613'OF A GRAVEL ROAD LEADING SOUTHEAST, 51.5 FEET NORTHWEST OF THE
 AN0613'CENTERLINE OF THE HIGHWAY AT SURVEY STATION 440+80, AND 1.5 FEET
 AN0613'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 697
 AN0613'RESET 1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 AN0613'ABOVE GROUND.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS
 AN0613'ELEVATION DETERMINED BY ENGINEERS OF THE TEXAS STATE HIGHWAY
 AN0613'DEPARTMENT IN MARCH 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0973 ***********************************************************************
 AN0973  DESIGNATION -  U 698
 AN0973  PID         -  AN0973
 AN0973  STATE/COUNTY-  TX/VICTORIA
 AN0973  USGS QUAD   -  RAISIN (1987)
 AN0973
 AN0973                         *CURRENT SURVEY CONTROL
 AN0973  ___________________________________________________________________
 AN0973* NAD 83(1986)-  28 42 29.     (N)    097 02 39.     (W)     SCALED    
 AN0973* NAVD 88     -        17.95   (+/-2cm)      58.9    (feet)  VERTCON   
 AN0973  ___________________________________________________________________
 AN0973  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0973
 AN0973  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0973
 AN0973.The horizontal coordinates were scaled from a topographic map and have
 AN0973.an estimated accuracy of +/- 6 seconds.
 AN0973
 AN0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0973.The vertical order pertains to the NGVD 29 superseded value.
 AN0973
 AN0973.The geoid height was determined by GEOID03.
 AN0973
 AN0973;                    North         East    Units  Estimated Accuracy
 AN0973;SPC TXSC     - 4,098,540.      791,080.      MT  (+/- 180 meters Scaled)
 AN0973
 AN0973                          SUPERSEDED SURVEY CONTROL
 AN0973
 AN0973  NGVD 29 (??/??/92)   18.06   (m)           59.3    (f) COMPUTED    2 0
 AN0973
 AN0973.Superseded values are not recommended for survey control.
 AN0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0973.See file dsdata.txt to determine how the superseded data were derived.
 AN0973
 AN0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS910772(NAD 83)
 AN0973_MARKER: DB = BENCH MARK DISK
 AN0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0973_STAMPING: U 698 1943
 AN0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0973+STABILITY: SURFACE MOTION
 AN0973
 AN0973  HISTORY     - Date     Condition        Report By
 AN0973  HISTORY     - 1943     MONUMENTED       CGS
 AN0973  HISTORY     - 1960     MARK NOT FOUND   USGS
 AN0973
 AN0973                          STATION DESCRIPTION
 AN0973
 AN0973'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AN0973'8.0 MI SW FROM VICTORIA.
 AN0973'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0973'CITY HALL AT VICTORIA, VICTORIA COUNTY, THENCE 5.1 MILES SOUTH ALONG
 AN0973'U.S. HIGHWAY 77.  0.1 MILE SOUTH OF A LARGE BRIDGE OVER COLETO CREEK,
 AN0973'49.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF A
 AN0973'PASTURE GATE, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  3 FEET NORTH OF
 AN0973'A WHITE WOODEN WITNESS POST, AND 1 FOOT BELOW THE HIGHWAY.  A STANDARD
 AN0973'DISK, STAMPED U 698 1943 AND SET IN THE TOP OF A CONCRETE POST
 AN0973'PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- THE HIGHWAY HAS BEEN WIDENED
 AN0973'AND A FOUR LANE AREA ESTABLISHED IN THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1430 ***********************************************************************
 AN1430  DESIGNATION -  U 699
 AN1430  PID         -  AN1430
 AN1430  STATE/COUNTY-  TX/REFUGIO
 AN1430  USGS QUAD   -  REFUGIO (1979)
 AN1430
 AN1430                         *CURRENT SURVEY CONTROL
 AN1430  ___________________________________________________________________
 AN1430* NAD 83(1986)-  28 20 41.     (N)    097 19 58.     (W)     SCALED    
 AN1430* NAVD 88     -        12.47   (+/-2cm)      40.9    (feet)  VERTCON   
 AN1430  ___________________________________________________________________
 AN1430  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1430
 AN1430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1430
 AN1430.The horizontal coordinates were scaled from a topographic map and have
 AN1430.an estimated accuracy of +/- 6 seconds.
 AN1430
 AN1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1430.The vertical order pertains to the NGVD 29 superseded value.
 AN1430
 AN1430.The geoid height was determined by GEOID03.
 AN1430
 AN1430;                    North         East    Units  Estimated Accuracy
 AN1430;SPC TXSC     - 4,057,840.      763,460.      MT  (+/- 180 meters Scaled)
 AN1430
 AN1430                          SUPERSEDED SURVEY CONTROL
 AN1430
 AN1430  NGVD 29 (??/??/92)   12.61   (m)           41.4    (f) COMPUTED    2 0
 AN1430
 AN1430.Superseded values are not recommended for survey control.
 AN1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1430.See file dsdata.txt to determine how the superseded data were derived.
 AN1430
 AN1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS634365(NAD 83)
 AN1430_MARKER: DB = BENCH MARK DISK
 AN1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1430_STAMPING: U 699 1943
 AN1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1430+STABILITY: SURFACE MOTION
 AN1430
 AN1430  HISTORY     - Date     Condition        Report By
 AN1430  HISTORY     - 1943     MONUMENTED       CGS
 AN1430  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1430  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1430  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1430  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1430
 AN1430                          STATION DESCRIPTION
 AN1430
 AN1430'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1430'6.5 MI NW FROM REFUGIO.
 AN1430'1.7 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE COUNTY COURTHOUSE AT
 AN1430'REFUGIO, REFUGIO COUNTY, THENCE 4.8 MILES NORTHWEST ALONG STATE
 AN1430'HIGHWAY 202.  270 FEET NORTHEAST OF AN IRON-SPAN BRIDGE OVER BLANCO
 AN1430'CREEK, 30 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 AN1430'NORTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF A WHITE
 AN1430'WOODEN WITNESS POST, AND 0.5 FOOT ABOVE THE HIGHWAY.  A STANDARD DISK,
 AN1430'STAMPED U 699 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1430'0.4 FOOT ABOVE GROUND.
 AN1430
 AN1430                          STATION RECOVERY (1974)
 AN1430
 AN1430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1430'MARK NOT FOUND.
 AN1430
 AN1430                          STATION RECOVERY (1994)
 AN1430
 AN1430'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1430'MARK NOT FOUND.
 AN1430
 AN1430                          STATION RECOVERY (1999)
 AN1430
 AN1430'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0011 ***********************************************************************
 DQ0011  DESIGNATION -  U 70
 DQ0011  PID         -  DQ0011
 DQ0011  STATE/COUNTY-  TX/HOCKLEY
 DQ0011  USGS QUAD   -  ANTON (1985)
 DQ0011
 DQ0011                         *CURRENT SURVEY CONTROL
 DQ0011  ___________________________________________________________________
 DQ0011* NAD 83(1986)-  33 47 17.     (N)    102 08 20.     (W)     SCALED    
 DQ0011* NAVD 88     -      1026.347  (meters)    3367.27   (feet)  POSTED    
 DQ0011  ___________________________________________________________________
 DQ0011  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 DQ0011  DYNAMIC HT  -        1025.020 (meters)    3362.92  (feet)  COMP
 DQ0011  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 DQ0011
 DQ0011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DQ0011
 DQ0011.The horizontal coordinates were scaled from a topographic map and have
 DQ0011.an estimated accuracy of +/- 6 seconds.
 DQ0011
 DQ0011.The orthometric height was determined by differential leveling
 DQ0011.and adjusted by the National Geodetic Survey in 1992..
 DQ0011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DQ0011.rate of 0.0 thru 1.0 mm/km.
 DQ0011
 DQ0011.The geoid height was determined by GEOID03.
 DQ0011
 DQ0011.The dynamic height is computed by dividing the NAVD 88
 DQ0011.geopotential number by the normal gravity value computed on the
 DQ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0011.degrees latitude (g = 980.6199 gals.).
 DQ0011
 DQ0011.The modeled gravity was interpolated from observed gravity values.
 DQ0011
 DQ0011;                    North         East    Units  Estimated Accuracy
 DQ0011;SPC TXNC     - 2,241,080.      263,070.      MT  (+/- 180 meters Scaled)
 DQ0011
 DQ0011                          SUPERSEDED SURVEY CONTROL
 DQ0011
 DQ0011  NGVD 29 (??/??/92) 1025.918  (m)         3365.87   (f) ADJ UNCH    1 2
 DQ0011
 DQ0011.Superseded values are not recommended for survey control.
 DQ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0011.See file dsdata.txt to determine how the superseded data were derived.
 DQ0011
 DQ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT649423(NAD 83)
 DQ0011_MARKER: DB = BENCH MARK DISK
 DQ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0011_STAMPING: 3365.866 U 70 1930
 DQ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0011+STABILITY: SURFACE MOTION
 DQ0011
 DQ0011  HISTORY     - Date     Condition        Report By
 DQ0011  HISTORY     - 1930     MONUMENTED       CGS
 DQ0011  HISTORY     - 1957     POOR             NGS
 DQ0011  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0011  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 DQ0011
 DQ0011                          STATION DESCRIPTION
 DQ0011
 DQ0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DQ0011'3 MI NW FROM ROUNDUP.
 DQ0011'3 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DQ0011'ROUNDUP, HOCKLEY COUNTY, ABOUT 0.4 MILE SOUTHEAST OF MILEPOST 67, 167
 DQ0011'FEET NORTHWEST ALONG TRACK FROM ROAD CROSSING, 51 FEET SOUTHWEST
 DQ0011'(PERP.) OF CENTERLINE OF TRACK, 0.4 FOOT BELOW GROUND, AND SET IN THE
 DQ0011'TOP OF A CONCRETE POST.  NOTE-- AFTER PIPELINE FOR WATER TO LUBBOCK
 DQ0011'WAS LAID, BENCH MARK FOUND TO BE SETTING AT 45 DEG ANGLE BY USGS IN
 DQ0011'MAR. 1957.  STRUCK BY BULLDOZER.
 DQ0011
 DQ0011                          STATION RECOVERY (1982)
 DQ0011
 DQ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0011'MARK NOT FOUND.
 DQ0011
 DQ0011                          STATION RECOVERY (1994)
 DQ0011
 DQ0011'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0215 ***********************************************************************
 BO0215  DESIGNATION -  U 700 1942
 BO0215  PID         -  BO0215
 BO0215  STATE/COUNTY-  TX/CROCKETT
 BO0215  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0215
 BO0215                         *CURRENT SURVEY CONTROL
 BO0215  ___________________________________________________________________
 BO0215* NAD 83(1986)-  30 58 18.     (N)    101 10 05.     (W)     SCALED    
 BO0215* NAVD 88     -       797.714  (meters)    2617.17   (feet)  ADJUSTED  
 BO0215  ___________________________________________________________________
 BO0215  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 BO0215  DYNAMIC HT  -         796.555 (meters)    2613.36  (feet)  COMP
 BO0215  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 BO0215
 BO0215  VERT ORDER  -  SECOND    CLASS 0
 BO0215
 BO0215.The horizontal coordinates were scaled from a topographic map and have
 BO0215.an estimated accuracy of +/- 6 seconds.
 BO0215
 BO0215.The orthometric height was determined by differential leveling
 BO0215.and adjusted by the National Geodetic Survey in June 1991..
 BO0215
 BO0215.The geoid height was determined by GEOID03.
 BO0215
 BO0215.The dynamic height is computed by dividing the NAVD 88
 BO0215.geopotential number by the normal gravity value computed on the
 BO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0215.degrees latitude (g = 980.6199 gals.).
 BO0215
 BO0215.The modeled gravity was interpolated from observed gravity values.
 BO0215
 BO0215;                    North         East    Units  Estimated Accuracy
 BO0215;SPC TX C     - 3,144,970.      620,270.      MT  (+/- 180 meters Scaled)
 BO0215
 BO0215                          SUPERSEDED SURVEY CONTROL
 BO0215
 BO0215  NGVD 29 (??/??/92)  797.474  (m)         2616.38   (f) ADJ UNCH    2 0
 BO0215
 BO0215.Superseded values are not recommended for survey control.
 BO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0215.See file dsdata.txt to determine how the superseded data were derived.
 BO0215
 BO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV929284(NAD 83)
 BO0215_MARKER: DB = BENCH MARK DISK
 BO0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0215_SP_SET: CULVERT
 BO0215_STAMPING: U 700 1942
 BO0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0215
 BO0215  HISTORY     - Date     Condition        Report By
 BO0215  HISTORY     - 1942     MONUMENTED       CGS
 BO0215  HISTORY     - 1966     MARK NOT FOUND   NGS
 BO0215  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0215
 BO0215                          STATION DESCRIPTION
 BO0215
 BO0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0215'11.1 MI S FROM BARNHART.
 BO0215'IN CROCKETT COUNTY, ABOUT 11.1 MILE SOUTH ALONG STATE HIGHWAY 163 FROM
 BO0215'THE JUNCTION OF U.S. HIGHWAY 67 AT BARNHART, IRION COUNTY, 8 FEET
 BO0215'SOUTH OF A DAGGER BUSH, AT A 9-FOOT CONCRETE-BOX CULVERT, IN THE TOP
 BO0215'OF THE NORTH WING WALL, 20.4 FEET WEST OF THE CENTER LINE OF THE
 BO0215'HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY. A STANDARD DISK,
 BO0215'STAMPED U 700 1942.  NOTE-- IT IS BELIEVED THIS BENCH MARK WAS
 BO0215'DESTROYED WHEN THE CULVERTS WERE WIDENED DURING ROAD IMPROVEMENT ALONG
 BO0215'STATE HIGHWAY 163.
 BO0215
 BO0215                          STATION RECOVERY (1967)
 BO0215
 BO0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0184 ***********************************************************************
 BO0184  DESIGNATION -  U 701
 BO0184  PID         -  BO0184
 BO0184  STATE/COUNTY-  TX/CROCKETT
 BO0184  USGS QUAD   -  HUNT RANCH (1967)
 BO0184
 BO0184                         *CURRENT SURVEY CONTROL
 BO0184  ___________________________________________________________________
 BO0184* NAD 83(1986)-  30 32 22.     (N)    101 20 35.     (W)     SCALED    
 BO0184* NAVD 88     -       692.085  (meters)    2270.62   (feet)  ADJUSTED  
 BO0184  ___________________________________________________________________
 BO0184  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 BO0184  DYNAMIC HT  -         691.057 (meters)    2267.24  (feet)  COMP
 BO0184  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 BO0184
 BO0184  VERT ORDER  -  FIRST     CLASS II
 BO0184
 BO0184.The horizontal coordinates were scaled from a topographic map and have
 BO0184.an estimated accuracy of +/- 6 seconds.
 BO0184
 BO0184.The orthometric height was determined by differential leveling
 BO0184.and adjusted by the National Geodetic Survey in June 1991..
 BO0184
 BO0184.The geoid height was determined by GEOID03.
 BO0184
 BO0184.The dynamic height is computed by dividing the NAVD 88
 BO0184.geopotential number by the normal gravity value computed on the
 BO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0184.degrees latitude (g = 980.6199 gals.).
 BO0184
 BO0184.The modeled gravity was interpolated from observed gravity values.
 BO0184
 BO0184;                    North         East    Units  Estimated Accuracy
 BO0184;SPC TX C     - 3,097,190.      603,120.      MT  (+/- 180 meters Scaled)
 BO0184
 BO0184                          SUPERSEDED SURVEY CONTROL
 BO0184
 BO0184  NGVD 29 (??/??/92)  691.881  (m)         2269.95   (f) ADJ UNCH    1 2
 BO0184
 BO0184.Superseded values are not recommended for survey control.
 BO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0184.See file dsdata.txt to determine how the superseded data were derived.
 BO0184
 BO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU752808(NAD 83)
 BO0184_MARKER: DB = BENCH MARK DISK
 BO0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0184_STAMPING: U 701 1942
 BO0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0184+STABILITY: SURFACE MOTION
 BO0184
 BO0184  HISTORY     - Date     Condition        Report By
 BO0184  HISTORY     - 1942     MONUMENTED       CGS
 BO0184  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0184
 BO0184                          STATION DESCRIPTION
 BO0184
 BO0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0184'17.8 MI S FROM OZONA.
 BO0184'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0184'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0184'ABOUT 13.2 MILES SOUTH ALONG A DIRT ROAD, 37.5 FEET NORTHWEST OF THE
 BO0184'CENTER LINE OF THE DIRT ROAD, 27.0 FEET NORTHEAST OF A CEDAR TREE, 1.5
 BO0184'FEET SOUTHEAST OF A WIRE FENCE WHICH RUNS PARALLEL WITH THE ROAD, 81.9
 BO0184'FEET NORTH AND ACROSS THE ROAD FROM A TELEPHONE POLE, ABOUT 2.0 FEET
 BO0184'HIGHER THAN THE ROAD.
 BO0184
 BO0184                          STATION RECOVERY (1967)
 BO0184
 BO0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0284 ***********************************************************************
 BO0284  DESIGNATION -  U 702
 BO0284  PID         -  BO0284
 BO0284  STATE/COUNTY-  TX/CROCKETT
 BO0284  USGS QUAD   -  ANTONE CANYON (1970)
 BO0284
 BO0284                         *CURRENT SURVEY CONTROL
 BO0284  ___________________________________________________________________
 BO0284* NAD 83(1986)-  30 17 12.     (N)    101 33 03.     (W)     SCALED    
 BO0284* NAVD 88     -       543.785  (meters)    1784.07   (feet)  ADJUSTED  
 BO0284  ___________________________________________________________________
 BO0284  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 BO0284  DYNAMIC HT  -         542.978 (meters)    1781.42  (feet)  COMP
 BO0284  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 BO0284
 BO0284  VERT ORDER  -  FIRST     CLASS II
 BO0284
 BO0284.The horizontal coordinates were scaled from a topographic map and have
 BO0284.an estimated accuracy of +/- 6 seconds.
 BO0284
 BO0284.The orthometric height was determined by differential leveling
 BO0284.and adjusted by the National Geodetic Survey in June 1991..
 BO0284
 BO0284.The geoid height was determined by GEOID03.
 BO0284
 BO0284.The dynamic height is computed by dividing the NAVD 88
 BO0284.geopotential number by the normal gravity value computed on the
 BO0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0284.degrees latitude (g = 980.6199 gals.).
 BO0284
 BO0284.The modeled gravity was interpolated from observed gravity values.
 BO0284
 BO0284;                    North         East    Units  Estimated Accuracy
 BO0284;SPC TX C     - 3,069,370.      582,870.      MT  (+/- 180 meters Scaled)
 BO0284
 BO0284                          SUPERSEDED SURVEY CONTROL
 BO0284
 BO0284  NGVD 29 (??/??/92)  543.633  (m)         1783.57   (f) ADJ UNCH    1 2
 BO0284
 BO0284.Superseded values are not recommended for survey control.
 BO0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0284.See file dsdata.txt to determine how the superseded data were derived.
 BO0284
 BO0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU546533(NAD 83)
 BO0284_MARKER: DB = BENCH MARK DISK
 BO0284_SETTING: 66 = SET IN ROCK OUTCROP
 BO0284_SP_SET: OUTCROP
 BO0284_STAMPING: U 702 1942
 BO0284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0284+STABILITY: POSITION/ELEVATION WELL
 BO0284
 BO0284  HISTORY     - Date     Condition        Report By
 BO0284  HISTORY     - 1942     MONUMENTED       CGS
 BO0284
 BO0284                          STATION DESCRIPTION
 BO0284
 BO0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0284'7.15 MI N FROM PANDALE.
 BO0284'THIS MARK IS ABOUT 7.15 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0284'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 106.8 FEET WEST OF THE
 BO0284'CENTER LINE OF THE DIRT ROAD, 62.8 FEET SOUTHWEST OF A 6-INCH CEDAR
 BO0284'TREE, 30.5 FEET EAST OF THE BASE OF A ROCK CLIFF, 23.0 FEET NORTH OF A
 BO0284'3-INCH MESQUITE TREE, SET IN THE TOP OF A ROCK OUTCROP, ABOUT LEVEL
 BO0284'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0297 ***********************************************************************
 AZ0297  DESIGNATION -  U 703
 AZ0297  PID         -  AZ0297
 AZ0297  STATE/COUNTY-  TX/VAL VERDE
 AZ0297  USGS QUAD   -  HARKELL CANYON (1973)
 AZ0297
 AZ0297                         *CURRENT SURVEY CONTROL
 AZ0297  ___________________________________________________________________
 AZ0297* NAD 83(1986)-  29 59 43.     (N)    101 35 23.     (W)     SCALED    
 AZ0297* NAVD 88     -       570.327  (meters)    1871.15   (feet)  ADJUSTED  
 AZ0297  ___________________________________________________________________
 AZ0297  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AZ0297  DYNAMIC HT  -         569.483 (meters)    1868.38  (feet)  COMP
 AZ0297  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 AZ0297
 AZ0297  VERT ORDER  -  FIRST     CLASS II
 AZ0297
 AZ0297.The horizontal coordinates were scaled from a topographic map and have
 AZ0297.an estimated accuracy of +/- 6 seconds.
 AZ0297
 AZ0297.The orthometric height was determined by differential leveling
 AZ0297.and adjusted by the National Geodetic Survey in June 1991..
 AZ0297
 AZ0297.The geoid height was determined by GEOID03.
 AZ0297
 AZ0297.The dynamic height is computed by dividing the NAVD 88
 AZ0297.geopotential number by the normal gravity value computed on the
 AZ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0297.degrees latitude (g = 980.6199 gals.).
 AZ0297
 AZ0297.The modeled gravity was interpolated from observed gravity values.
 AZ0297
 AZ0297;                    North         East    Units  Estimated Accuracy
 AZ0297;SPC TXSC     - 4,242,370.      350,150.      MT  (+/- 180 meters Scaled)
 AZ0297
 AZ0297                          SUPERSEDED SURVEY CONTROL
 AZ0297
 AZ0297  NGVD 29 (??/??/92)  570.188  (m)         1870.69   (f) ADJ UNCH    1 2
 AZ0297
 AZ0297.Superseded values are not recommended for survey control.
 AZ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0297.See file dsdata.txt to determine how the superseded data were derived.
 AZ0297
 AZ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU501210(NAD 83)
 AZ0297_MARKER: DB = BENCH MARK DISK
 AZ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0297_STAMPING: U 703 1942
 AZ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0297+STABILITY: SURFACE MOTION
 AZ0297
 AZ0297  HISTORY     - Date     Condition        Report By
 AZ0297  HISTORY     - 1942     MONUMENTED       CGS
 AZ0297  HISTORY     - 1973     MARK NOT FOUND   USGS
 AZ0297
 AZ0297                          STATION DESCRIPTION
 AZ0297
 AZ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AZ0297'16.75 MI S FROM PANDALE.
 AZ0297'THIS MARK IS ABOUT 16.75 MILES SOUTH ALONG A DIRT ROAD FROM THE
 AZ0297'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 33.5 FEET EAST OF THE CENTER
 AZ0297'LINE OF THE DIRT ROAD, 1.8 FEET WEST OF A WIRE FENCE WHICH RUNS
 AZ0297'PARALLEL WITH THE ROAD, ABOUT 3-INCHES HIGHER THAN THE ROAD.
 AZ0297
 AZ0297                          STATION RECOVERY (1973)
 AZ0297
 AZ0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AZ0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0446 ***********************************************************************
 CD0446  DESIGNATION -  U 705
 CD0446  PID         -  CD0446
 CD0446  STATE/COUNTY-  TX/HUDSPETH
 CD0446  USGS QUAD   -  SCRATCH RANCH (1984)
 CD0446
 CD0446                         *CURRENT SURVEY CONTROL
 CD0446  ___________________________________________________________________
 CD0446* NAD 83(1986)-  31 36 34.     (N)    105 22 11.     (W)     SCALED    
 CD0446* NAVD 88     -      1279.581  (meters)    4198.09   (feet)  ADJUSTED  
 CD0446  ___________________________________________________________________
 CD0446  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CD0446  DYNAMIC HT  -        1277.612 (meters)    4191.63  (feet)  COMP
 CD0446  MODELED GRAV-     979,057.0   (mgal)                       NAVD 88
 CD0446
 CD0446  VERT ORDER  -  FIRST     CLASS II
 CD0446
 CD0446.The horizontal coordinates were scaled from a topographic map and have
 CD0446.an estimated accuracy of +/- 6 seconds.
 CD0446
 CD0446.The orthometric height was determined by differential leveling
 CD0446.and adjusted by the National Geodetic Survey in June 1991..
 CD0446
 CD0446.The geoid height was determined by GEOID03.
 CD0446
 CD0446.The dynamic height is computed by dividing the NAVD 88
 CD0446.geopotential number by the normal gravity value computed on the
 CD0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0446.degrees latitude (g = 980.6199 gals.).
 CD0446
 CD0446.The modeled gravity was interpolated from observed gravity values.
 CD0446
 CD0446;                    North         East    Units  Estimated Accuracy
 CD0446;SPC TX C     - 3,226,190.      222,280.      MT  (+/- 180 meters Scaled)
 CD0446
 CD0446                          SUPERSEDED SURVEY CONTROL
 CD0446
 CD0446  NGVD 29 (??/??/92) 1279.008  (m)         4196.21   (f) ADJ UNCH    1 2
 CD0446
 CD0446.Superseded values are not recommended for survey control.
 CD0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0446.See file dsdata.txt to determine how the superseded data were derived.
 CD0446
 CD0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ649972(NAD 83)
 CD0446_MARKER: DB = BENCH MARK DISK
 CD0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0446_STAMPING: U 705 1942
 CD0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0446+STABILITY: SURFACE MOTION
 CD0446
 CD0446  HISTORY     - Date     Condition        Report By
 CD0446  HISTORY     - 1942     MONUMENTED       CGS
 CD0446  HISTORY     - 1958     GOOD             NGS
 CD0446
 CD0446                          STATION DESCRIPTION
 CD0446
 CD0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0446'31.95 MI N FROM SIERRA BLANCA.
 CD0446'ABOUT 31.95 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0446'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 182 FEET WEST OF THE CENTER
 CD0446'LINE OF THE ROAD, 23 FEET EAST OF THE CENTER LINE OF THE OLD ROAD,
 CD0446'ABOUT MIDWAY BETWEEN 2 POWER POLES, 127 FEET WEST OF A FENCE, 1 1/2
 CD0446'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS,
 CD0446'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0389 ***********************************************************************
 BP0389  DESIGNATION -  U 706
 BP0389  PID         -  BP0389
 BP0389  STATE/COUNTY-  TX/BREWSTER
 BP0389  USGS QUAD   -  MOUNT ORD (1983)
 BP0389
 BP0389                         *CURRENT SURVEY CONTROL
 BP0389  ___________________________________________________________________
 BP0389* NAD 83(1986)-  30 13 44.     (N)    103 33 58.     (W)     SCALED    
 BP0389* NAVD 88     -      1576.058  (meters)    5170.78   (feet)  ADJUSTED  
 BP0389  ___________________________________________________________________
 BP0389  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 BP0389  DYNAMIC HT  -        1573.431 (meters)    5162.16  (feet)  COMP
 BP0389  MODELED GRAV-     978,918.6   (mgal)                       NAVD 88
 BP0389
 BP0389  VERT ORDER  -  SECOND    CLASS 0
 BP0389
 BP0389.The horizontal coordinates were scaled from a topographic map and have
 BP0389.an estimated accuracy of +/- 6 seconds.
 BP0389
 BP0389.The orthometric height was determined by differential leveling
 BP0389.and adjusted by the National Geodetic Survey in June 1991..
 BP0389
 BP0389.The geoid height was determined by GEOID03.
 BP0389
 BP0389.The dynamic height is computed by dividing the NAVD 88
 BP0389.geopotential number by the normal gravity value computed on the
 BP0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0389.degrees latitude (g = 980.6199 gals.).
 BP0389
 BP0389.The modeled gravity was interpolated from observed gravity values.
 BP0389
 BP0389;                    North         East    Units  Estimated Accuracy
 BP0389;SPC TXSC     - 4,274,080.      160,570.      MT  (+/- 180 meters Scaled)
 BP0389
 BP0389                          SUPERSEDED SURVEY CONTROL
 BP0389
 BP0389  NGVD 29 (??/??/92) 1575.534  (m)         5169.06   (f) ADJ UNCH    2 0
 BP0389
 BP0389.Superseded values are not recommended for survey control.
 BP0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0389.See file dsdata.txt to determine how the superseded data were derived.
 BP0389
 BP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP379450(NAD 83)
 BP0389_MARKER: DB = BENCH MARK DISK
 BP0389_SETTING: 66 = SET IN ROCK OUTCROP
 BP0389_SP_SET: ROCK OUTCROP
 BP0389_STAMPING: U 706 1943
 BP0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0389+STABILITY: POSITION/ELEVATION WELL
 BP0389
 BP0389  HISTORY     - Date     Condition        Report By
 BP0389  HISTORY     - 1943     MONUMENTED       CGS
 BP0389  HISTORY     - 1958     GOOD             NGS
 BP0389  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0389
 BP0389                          STATION DESCRIPTION
 BP0389
 BP0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0389'12.15 MI S FROM ALPINE.
 BP0389'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0389'STATION AT ALPINE, THENCE ABOUT 11.75 MILES SOUTH ALONG STATE HIGHWAY
 BP0389'118.  IN THE TOP OF A SMALL FLAT ROCK OUTCROP, SURROUNDED BY A CIRCLE
 BP0389'OF LOOSE ROCKS, 56 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BP0389'0.35 MILE NORTH OF A SHARP HILL IN THE HIGHWAY, 152 1/2 FEET WEST OF
 BP0389'AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE, 11 FEET EAST OF THE WEST
 BP0389'HIGHWAY RIGHT OF WAY FENCE, 12 1/2 FEET NORTH OF A CAIRN, AND ABOUT 2
 BP0389'1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0389
 BP0389                          STATION RECOVERY (1996)
 BP0389
 BP0389'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0312 ***********************************************************************
 BA0312  DESIGNATION -  U 708
 BA0312  PID         -  BA0312
 BA0312  STATE/COUNTY-  TX/BREWSTER
 BA0312  USGS QUAD   -  PACKSADDLE MOUNTAIN (1983)
 BA0312
 BA0312                         *CURRENT SURVEY CONTROL
 BA0312  ___________________________________________________________________
 BA0312* NAD 83(1986)-  29 33 03.     (N)    103 32 41.     (W)     SCALED    
 BA0312* NAVD 88     -      1048.860  (meters)    3441.13   (feet)  ADJUSTED  
 BA0312  ___________________________________________________________________
 BA0312  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0312  DYNAMIC HT  -        1047.143 (meters)    3435.50  (feet)  COMP
 BA0312  MODELED GRAV-     978,970.0   (mgal)                       NAVD 88
 BA0312
 BA0312  VERT ORDER  -  SECOND    CLASS 0
 BA0312
 BA0312.The horizontal coordinates were scaled from a topographic map and have
 BA0312.an estimated accuracy of +/- 6 seconds.
 BA0312
 BA0312.The orthometric height was determined by differential leveling
 BA0312.and adjusted by the National Geodetic Survey in June 1991..
 BA0312
 BA0312.The geoid height was determined by GEOID03.
 BA0312
 BA0312.The dynamic height is computed by dividing the NAVD 88
 BA0312.geopotential number by the normal gravity value computed on the
 BA0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0312.degrees latitude (g = 980.6199 gals.).
 BA0312
 BA0312.The modeled gravity was interpolated from observed gravity values.
 BA0312
 BA0312;                    North         East    Units  Estimated Accuracy
 BA0312;SPC TXSC     - 4,198,900.      159,700.      MT  (+/- 180 meters Scaled)
 BA0312
 BA0312                          SUPERSEDED SURVEY CONTROL
 BA0312
 BA0312  NGVD 29 (??/??/92) 1048.392  (m)         3439.60   (f) ADJ UNCH    2 0
 BA0312
 BA0312.Superseded values are not recommended for survey control.
 BA0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0312.See file dsdata.txt to determine how the superseded data were derived.
 BA0312
 BA0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN409698(NAD 83)
 BA0312_MARKER: DB = BENCH MARK DISK
 BA0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0312_STAMPING: U 708 1943
 BA0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0312+STABILITY: SURFACE MOTION
 BA0312
 BA0312  HISTORY     - Date     Condition        Report By
 BA0312  HISTORY     - 1943     MONUMENTED       CGS
 BA0312  HISTORY     - 1958     GOOD             NGS
 BA0312  HISTORY     - 20010331 GOOD             NGS
 BA0312
 BA0312                          STATION DESCRIPTION
 BA0312
 BA0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0312'20.65 MI N FROM TERLINGUA.
 BA0312'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0312'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0312'THENCE ABOUT 5.25 MILE NORTH ALONG STATE HIGHWAY 118.  404 FEET EAST
 BA0312'OF THE CENTER LINE OF THE HIGHWAY, 94 FEET SOUTH OF THE CENTER LINE OF
 BA0312'A PRIVATE ROAD LEADING EAST, 342 FEET EAST OF THE EAST HIGHWAY RIGHT
 BA0312'OF WAY FENCE, 67 FEET SOUTH OF A EAST-WEST FENCE LINE, 75 FEET
 BA0312'SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD ACROSS THE OLD
 BA0312'ROAD, 34 FEET EAST OF THE CENTER LINE OF THE OLD ROAD, 1 1/2 FEET
 BA0312'NORTH OF A WHITE WOODED WITNESS POST, AND IN THE TOP OF A CONCRETE
 BA0312'POST PROJECTING 6 INCHES.
 BA0312
 BA0312                          STATION RECOVERY (2001)
 BA0312
 BA0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0312'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0315 ***********************************************************************
 BP0315  DESIGNATION -  U 709
 BP0315  PID         -  BP0315
 BP0315  STATE/COUNTY-  TX/BREWSTER
 BP0315  USGS QUAD   -  PENA BLANCA MOUNTAIN (1983)
 BP0315
 BP0315                         *CURRENT SURVEY CONTROL
 BP0315  ___________________________________________________________________
 BP0315* NAD 83(1986)-  30 07 05.     (N)    103 14 54.     (W)     SCALED    
 BP0315* NAVD 88     -      1197.940  (meters)    3930.24   (feet)  ADJUSTED  
 BP0315  ___________________________________________________________________
 BP0315  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BP0315  DYNAMIC HT  -        1195.985 (meters)    3923.83  (feet)  COMP
 BP0315  MODELED GRAV-     978,968.4   (mgal)                       NAVD 88
 BP0315
 BP0315  VERT ORDER  -  SECOND    CLASS 0
 BP0315
 BP0315.The horizontal coordinates were scaled from a topographic map and have
 BP0315.an estimated accuracy of +/- 6 seconds.
 BP0315
 BP0315.The orthometric height was determined by differential leveling
 BP0315.and adjusted by the National Geodetic Survey in June 1991..
 BP0315
 BP0315.The geoid height was determined by GEOID03.
 BP0315
 BP0315.The dynamic height is computed by dividing the NAVD 88
 BP0315.geopotential number by the normal gravity value computed on the
 BP0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0315.degrees latitude (g = 980.6199 gals.).
 BP0315
 BP0315.The modeled gravity was interpolated from observed gravity values.
 BP0315
 BP0315;                    North         East    Units  Estimated Accuracy
 BP0315;SPC TXSC     - 4,260,650.      190,690.      MT  (+/- 180 meters Scaled)
 BP0315
 BP0315                          SUPERSEDED SURVEY CONTROL
 BP0315
 BP0315  NGVD 29 (??/??/92) 1197.529  (m)         3928.89   (f) ADJ UNCH    2 0
 BP0315
 BP0315.Superseded values are not recommended for survey control.
 BP0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0315.See file dsdata.txt to determine how the superseded data were derived.
 BP0315
 BP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP687331(NAD 83)
 BP0315_MARKER: DB = BENCH MARK DISK
 BP0315_SETTING: 66 = SET IN ROCK OUTCROP
 BP0315_SP_SET: ROCK OUTCROP
 BP0315_STAMPING: U 709 1943
 BP0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0315+STABILITY: POSITION/ELEVATION WELL
 BP0315
 BP0315  HISTORY     - Date     Condition        Report By
 BP0315  HISTORY     - 1943     MONUMENTED       CGS
 BP0315  HISTORY     - 1958     GOOD             NGS
 BP0315  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0315  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0315  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0315
 BP0315                          STATION DESCRIPTION
 BP0315
 BP0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0315'6.50 MI S FROM MARATHON.
 BP0315'ABOUT 0.45 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0315'STATION AT MARATHON, THENCE ABOUT 6.05 MILES SOUTH ALONG STATE HIGHWAY
 BP0315'51.  IN THE TOP OF A SOFT CALICHE ROCK OUTCROP FLUSH WITH THE GROUND
 BP0315'AND SURROUNDED BY A CIRCLE OF ROCKS, 31 FEET WEST OF THE CENTER LINE
 BP0315'OF THE HIGHWAY, ABOUT 0.25 MILE NORTH OF A PRIVATE ROAD LEADING
 BP0315'SOUTHEAST, ON THE CREST OF A SLIGHT HILL, 94 FEET WEST-NORTHWEST OF A
 BP0315'TELEPHONE POLE, 31 FEET EAST OF THE WEST HIGHWAY RIGHT OF WAY FENCE,
 BP0315'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY. NOTE-- THE CONCRETE
 BP0315'AROUND THE DISK HAS WEATHERED OR CRUMBLED AWAY.
 BP0315
 BP0315                          STATION RECOVERY (1966)
 BP0315
 BP0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0315'MARK NOT FOUND.
 BP0315
 BP0315                          STATION RECOVERY (1981)
 BP0315
 BP0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0315'MARK NOT FOUND.
 BP0315
 BP0315                          STATION RECOVERY (2001)
 BP0315
 BP0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0315'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0266 ***********************************************************************
 DP0266  DESIGNATION -  U 71
 DP0266  PID         -  DP0266
 DP0266  STATE/COUNTY-  TX/GARZA
 DP0266  USGS QUAD   -  POST WEST (1969)
 DP0266
 DP0266                         *CURRENT SURVEY CONTROL
 DP0266  ___________________________________________________________________
 DP0266* NAD 83(1986)-  33 11 52.     (N)    101 22 34.     (W)     SCALED    
 DP0266* NAVD 88     -       793.499  (meters)    2603.34   (feet)  ADJUSTED  
 DP0266  ___________________________________________________________________
 DP0266  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 DP0266  DYNAMIC HT  -         792.478 (meters)    2599.99  (feet)  COMP
 DP0266  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 DP0266
 DP0266  VERT ORDER  -  FIRST     CLASS II
 DP0266
 DP0266.The horizontal coordinates were scaled from a topographic map and have
 DP0266.an estimated accuracy of +/- 6 seconds.
 DP0266
 DP0266.The orthometric height was determined by differential leveling
 DP0266.and adjusted by the National Geodetic Survey in June 1991..
 DP0266.WARNING-Repeat measurements at this control monument indicate possible
 DP0266.vertical movement.
 DP0266
 DP0266.The geoid height was determined by GEOID03.
 DP0266
 DP0266.The dynamic height is computed by dividing the NAVD 88
 DP0266.geopotential number by the normal gravity value computed on the
 DP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0266.degrees latitude (g = 980.6199 gals.).
 DP0266
 DP0266.The modeled gravity was interpolated from observed gravity values.
 DP0266
 DP0266;                    North         East    Units  Estimated Accuracy
 DP0266;SPC TXNC     - 2,173,460.      331,890.      MT  (+/- 180 meters Scaled)
 DP0266
 DP0266                          SUPERSEDED SURVEY CONTROL
 DP0266
 DP0266  NGVD 29 (??/??/92)  793.051  (m)         2601.87   (f) ADJ UNCH    1 2
 DP0266
 DP0266.Superseded values are not recommended for survey control.
 DP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0266.See file dsdata.txt to determine how the superseded data were derived.
 DP0266
 DP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB785757(NAD 83)
 DP0266_MARKER: DB = BENCH MARK DISK
 DP0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0266_SP_SET: CONCRETE POST
 DP0266_STAMPING: U 71 1931 2601.868
 DP0266_MARK LOGO: CGS   
 DP0266_PROJECTION: FLUSH
 DP0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0266+STABILITY: SURFACE MOTION
 DP0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0266+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0266
 DP0266  HISTORY     - Date     Condition        Report By
 DP0266  HISTORY     - 1931     MONUMENTED       CGS
 DP0266  HISTORY     - 1947     POOR             NGS
 DP0266  HISTORY     - 1982     GOOD             NGS
 DP0266  HISTORY     - 19890630 GOOD             NGS
 DP0266
 DP0266                          STATION DESCRIPTION
 DP0266
 DP0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DP0266'0.7 MI N FROM POST.
 DP0266'0.7 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM POST,
 DP0266'GARZA COUNTY, 0.2 MILE SOUTH OF MILEPOST 713, 50 FEET SOUTH OF A
 DP0266'CROSSROAD, 100 FEET EAST OF THE TRACK, 3 FEET WEST OF A VERTICAL-RAIL
 DP0266'PROPERTY LINE MARKER, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DP0266'ABOUT 3 INCHES ABOVE GROUND.
 DP0266
 DP0266                          STATION RECOVERY (1982)
 DP0266
 DP0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0266'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN POST, AT THE
 DP0266'INTERSECTION OF EAST 15TH STREET AND STATE HIGHWAY 207 (RALLS
 DP0266'HIGHWAY), 28.5 METERS (93.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DP0266'HIGHWAY, 27.0 METERS (88.6 FT) NORTHEAST OF THE NEAR RAIL OF THE SANTA
 DP0266'FE RAILROAD, 17.9 METERS (58.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DP0266'STREET AND 7.8 METERS (25.6 FT) NORTH OF A UTILITY POLE WITH TWO GUY
 DP0266'WIRES.
 DP0266'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 DP0266'THE MARK IS 0.3 M ABOVE THE STREET.
 DP0266
 DP0266                          STATION RECOVERY (1989)
 DP0266
 DP0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0266'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--7.8
 DP0266'M (25.6 FT) NORTH OF A UTILITY POLE WITH TWO GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0460 ***********************************************************************
 CB0460  DESIGNATION -  U 711
 CB0460  PID         -  CB0460
 CB0460  STATE/COUNTY-  TX/GLASSCOCK
 CB0460  USGS QUAD   -  SPRABERRY (1965)
 CB0460
 CB0460                         *CURRENT SURVEY CONTROL
 CB0460  ___________________________________________________________________
 CB0460* NAD 83(1986)-  31 54 21.     (N)    101 46 12.     (W)     SCALED    
 CB0460* NAVD 88     -       778.173  (meters)    2553.06   (feet)  ADJUSTED  
 CB0460  ___________________________________________________________________
 CB0460  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 CB0460  DYNAMIC HT  -         777.090 (meters)    2549.50  (feet)  COMP
 CB0460  MODELED GRAV-     979,222.0   (mgal)                       NAVD 88
 CB0460
 CB0460  VERT ORDER  -  SECOND    CLASS 0
 CB0460
 CB0460.The horizontal coordinates were scaled from a topographic map and have
 CB0460.an estimated accuracy of +/- 6 seconds.
 CB0460
 CB0460.The orthometric height was determined by differential leveling
 CB0460.and adjusted by the National Geodetic Survey in June 1991..
 CB0460
 CB0460.The geoid height was determined by GEOID03.
 CB0460
 CB0460.The dynamic height is computed by dividing the NAVD 88
 CB0460.geopotential number by the normal gravity value computed on the
 CB0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0460.degrees latitude (g = 980.6199 gals.).
 CB0460
 CB0460.The modeled gravity was interpolated from observed gravity values.
 CB0460
 CB0460;                    North         East    Units  Estimated Accuracy
 CB0460;SPC TX C     - 3,249,110.      564,110.      MT  (+/- 180 meters Scaled)
 CB0460
 CB0460                          SUPERSEDED SURVEY CONTROL
 CB0460
 CB0460  NGVD 29 (??/??/92)  777.859  (m)         2552.03   (f) ADJ UNCH    2 0
 CB0460
 CB0460.Superseded values are not recommended for survey control.
 CB0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0460.See file dsdata.txt to determine how the superseded data were derived.
 CB0460
 CB0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA380333(NAD 83)
 CB0460_MARKER: DB = BENCH MARK DISK
 CB0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0460_STAMPING: U 711 1942
 CB0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0460+STABILITY: SURFACE MOTION
 CB0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0460+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 CB0460
 CB0460  HISTORY     - Date     Condition        Report By
 CB0460  HISTORY     - 1942     MONUMENTED       CGS
 CB0460  HISTORY     - 20020116 GOOD             TXDOT
 CB0460
 CB0460                          STATION DESCRIPTION
 CB0460
 CB0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0460'18.0 MI NW FROM GARDEN CITY.
 CB0460'IN GLASSCOCK COUNTY, 18.0 MILES NORTHWEST ALONG STATE HIGHWAY 158 FROM
 CB0460'THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 19.7 MILE SOUTHEAST
 CB0460'OF THE TEXAS AND PACIFIC RAILWAY STATION AT MIDLAND, MIDLAND COUNTY,
 CB0460'0.4 MILE EAST OF THE GLASSCOCK-MIDLAND COUNTY LINE, 0.2 MILE EAST OF
 CB0460'AN 8-FOOT CUT AT THE TOP OF A HILL, 0.1 MILE EAST OF A DRAW, 60 FEET
 CB0460'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET EAST OF A WHITE
 CB0460'WOODEN WITNESS POST.  AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CB0460'6 INCHES ABOVE GROUND.
 CB0460
 CB0460                          STATION RECOVERY (2002)
 CB0460
 CB0460'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (JCW)
 CB0460'MARK FOUND ADJACENT TO NORTH RIGHT-OF-WAY FENCE OF STATE HIGHWAY 158.
 CB0460'IT IS 351 FEET SOUTHEAST OF CULVERT ON SH 158. THERE IS NO WITNESS
 CB0460'POST OR SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0290 ***********************************************************************
 CB0290  DESIGNATION -  U 712
 CB0290  PID         -  CB0290
 CB0290  STATE/COUNTY-  TX/GLASSCOCK
 CB0290  USGS QUAD   -  GARDEN CITY (1963)
 CB0290
 CB0290                         *CURRENT SURVEY CONTROL
 CB0290  ___________________________________________________________________
 CB0290* NAD 83(1986)-  31 47 40.     (N)    101 28 01.     (W)     SCALED    
 CB0290* NAVD 88     -       801.108  (meters)    2628.30   (feet)  ADJUSTED  
 CB0290  ___________________________________________________________________
 CB0290  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CB0290  DYNAMIC HT  -         799.994 (meters)    2624.65  (feet)  COMP
 CB0290  MODELED GRAV-     979,221.9   (mgal)                       NAVD 88
 CB0290
 CB0290  VERT ORDER  -  SECOND    CLASS 0
 CB0290
 CB0290.The horizontal coordinates were scaled from a topographic map and have
 CB0290.an estimated accuracy of +/- 6 seconds.
 CB0290
 CB0290.The orthometric height was determined by differential leveling
 CB0290.and adjusted by the National Geodetic Survey in June 1991..
 CB0290
 CB0290.The geoid height was determined by GEOID03.
 CB0290
 CB0290.The dynamic height is computed by dividing the NAVD 88
 CB0290.geopotential number by the normal gravity value computed on the
 CB0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0290.degrees latitude (g = 980.6199 gals.).
 CB0290
 CB0290.The modeled gravity was interpolated from observed gravity values.
 CB0290
 CB0290;                    North         East    Units  Estimated Accuracy
 CB0290;SPC TX C     - 3,236,430.      592,650.      MT  (+/- 180 meters Scaled)
 CB0290
 CB0290                          SUPERSEDED SURVEY CONTROL
 CB0290
 CB0290  NGVD 29 (??/??/92)  800.83   (m)         2627.4    (f) COMPUTED    2 0
 CB0290
 CB0290.Superseded values are not recommended for survey control.
 CB0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0290.See file dsdata.txt to determine how the superseded data were derived.
 CB0290
 CB0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA664203(NAD 83)
 CB0290_MARKER: DB = BENCH MARK DISK
 CB0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0290_STAMPING: U 712 1942
 CB0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0290+STABILITY: SURFACE MOTION
 CB0290
 CB0290  HISTORY     - Date     Condition        Report By
 CB0290  HISTORY     - 1942     MONUMENTED       CGS
 CB0290
 CB0290                          STATION DESCRIPTION
 CB0290
 CB0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0290'5.4 MI SW FROM GARDEN CITY.
 CB0290'ALONG THE BIG LAKE ROAD 5.4 MILES SOUTHWEST OF THE COURT HOUSE AT
 CB0290'GARDEN CITY, AT A RIGHT ANGLE CURVE FROM NORTH TO WEST, IN THE
 CB0290'NORTHWEST ANGLE OF A T FENCE CORNER ON THE SOUTHEAST SIDE OF THE
 CB0290'CURVE, 10 FEET NORTH OF THE EAST-WEST SECTION LINE FENCE, 3 FEET WEST
 CB0290'OF THE NORTH-SOUTH FENCE LINE, 115 FEET SOUTHEAST OF THE CENTER LINE
 CB0290'OF THE ROAD AT THE APPROXIMATE CENTER OF THE CURVE, 1 1/2 FEET NORTH
 CB0290'OF A WHITE REFERENCE POST AND IS A BENCH MARK DISK SET IN TOP OF A
 CB0290'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0432 ***********************************************************************
 CB0432  DESIGNATION -  U 713
 CB0432  PID         -  CB0432
 CB0432  STATE/COUNTY-  TX/REAGAN
 CB0432  USGS QUAD   -  STILES (1970)
 CB0432
 CB0432                         *CURRENT SURVEY CONTROL
 CB0432  ___________________________________________________________________
 CB0432* NAD 83(1986)-  31 25 41.     (N)    101 34 56.     (W)     SCALED    
 CB0432* NAVD 88     -       810.915  (meters)    2660.48   (feet)  ADJUSTED  
 CB0432  ___________________________________________________________________
 CB0432  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0432  DYNAMIC HT  -         809.763 (meters)    2656.70  (feet)  COMP
 CB0432  MODELED GRAV-     979,193.0   (mgal)                       NAVD 88
 CB0432
 CB0432  VERT ORDER  -  SECOND    CLASS 0
 CB0432
 CB0432.The horizontal coordinates were scaled from a topographic map and have
 CB0432.an estimated accuracy of +/- 6 seconds.
 CB0432
 CB0432.The orthometric height was determined by differential leveling
 CB0432.and adjusted by the National Geodetic Survey in June 1991..
 CB0432
 CB0432.The geoid height was determined by GEOID03.
 CB0432
 CB0432.The dynamic height is computed by dividing the NAVD 88
 CB0432.geopotential number by the normal gravity value computed on the
 CB0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0432.degrees latitude (g = 980.6199 gals.).
 CB0432
 CB0432.The modeled gravity was interpolated from observed gravity values.
 CB0432
 CB0432;                    North         East    Units  Estimated Accuracy
 CB0432;SPC TX C     - 3,195,930.      581,280.      MT  (+/- 180 meters Scaled)
 CB0432
 CB0432                          SUPERSEDED SURVEY CONTROL
 CB0432
 CB0432  NGVD 29 (??/??/92)  810.599  (m)         2659.44   (f) ADJ UNCH    2 0
 CB0432
 CB0432.Superseded values are not recommended for survey control.
 CB0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0432.See file dsdata.txt to determine how the superseded data were derived.
 CB0432
 CB0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV545799(NAD 83)
 CB0432_MARKER: DB = BENCH MARK DISK
 CB0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0432_STAMPING: U-713 1942
 CB0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0432+STABILITY: SURFACE MOTION
 CB0432
 CB0432  HISTORY     - Date     Condition        Report By
 CB0432  HISTORY     - 1942     MONUMENTED       CGS
 CB0432  HISTORY     - 1970     GOOD             USGS
 CB0432
 CB0432                          STATION DESCRIPTION
 CB0432
 CB0432'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0432'2.0 MI NW FROM STILES.
 CB0432'1.9 MILES NORTHWEST ALONG STATE HWY 137, FROM OLD COUNTY COURTHOUSE AT
 CB0432'STILES REAGAN COUNTY, 0.4 MILE SOUTH OF EAST-WEST DIRT ROAD, 30 FEET
 CB0432'WEST OF CENTERLINE OF HWY. (ON WEST SHOULDER OF HWY).  A STANDARD
 CB0432'DISK, STAMPED U-713 1942 AND SET IN THE TOP OF A CONCRETE POST
 CB0432'PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0282 ***********************************************************************
 CB0282  DESIGNATION -  U 714
 CB0282  PID         -  CB0282
 CB0282  STATE/COUNTY-  TX/GLASSCOCK
 CB0282  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0282
 CB0282                         *CURRENT SURVEY CONTROL
 CB0282  ___________________________________________________________________
 CB0282* NAD 83(1986)-  31 42 58.     (N)    101 28 46.     (W)     SCALED    
 CB0282* NAVD 88     -       825.159  (meters)    2707.21   (feet)  ADJUSTED  
 CB0282  ___________________________________________________________________
 CB0282  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CB0282  DYNAMIC HT  -         824.007 (meters)    2703.43  (feet)  COMP
 CB0282  MODELED GRAV-     979,215.3   (mgal)                       NAVD 88
 CB0282
 CB0282  VERT ORDER  -  SECOND    CLASS 0
 CB0282
 CB0282.The horizontal coordinates were scaled from a topographic map and have
 CB0282.an estimated accuracy of +/- 6 seconds.
 CB0282
 CB0282.The orthometric height was determined by differential leveling
 CB0282.and adjusted by the National Geodetic Survey in June 1991..
 CB0282
 CB0282.The geoid height was determined by GEOID03.
 CB0282
 CB0282.The dynamic height is computed by dividing the NAVD 88
 CB0282.geopotential number by the normal gravity value computed on the
 CB0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0282.degrees latitude (g = 980.6199 gals.).
 CB0282
 CB0282.The modeled gravity was interpolated from observed gravity values.
 CB0282
 CB0282;                    North         East    Units  Estimated Accuracy
 CB0282;SPC TX C     - 3,227,760.      591,370.      MT  (+/- 180 meters Scaled)
 CB0282
 CB0282                          SUPERSEDED SURVEY CONTROL
 CB0282
 CB0282  NGVD 29 (??/??/92)  824.868  (m)         2706.25   (f) ADJ UNCH    2 0
 CB0282
 CB0282.Superseded values are not recommended for survey control.
 CB0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0282.See file dsdata.txt to determine how the superseded data were derived.
 CB0282
 CB0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA650116(NAD 83)
 CB0282_MARKER: DB = BENCH MARK DISK
 CB0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0282_STAMPING: U 714 1942
 CB0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0282+STABILITY: SURFACE MOTION
 CB0282
 CB0282  HISTORY     - Date     Condition        Report By
 CB0282  HISTORY     - 1942     MONUMENTED       CGS
 CB0282  HISTORY     - 1975     POOR             USGS
 CB0282
 CB0282                          STATION DESCRIPTION
 CB0282
 CB0282'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 CB0282'12.6 MI S FROM GARDEN CITY.
 CB0282'THE POST HAS BEEN HIT AND IS LEANING TO ONE SIDE.  IT WAS, HOWEVER,
 CB0282'USED FOR SUPPLEMENT 1 CONTROL AND FOR THIS REASON IT WAS NOT
 CB0282'DESTROYED. SAINT LAWRENCE CHURCH, 3.5 MILES EAST OF ON FM 2874, 24
 CB0282'FEET DRIVE NORTH TO FARM HOUSE, 32 FEET NORTH OF THE CENTER LINE. A
 CB0282'STANDARD DISK, STAMPED U 714 1942 AND SET IN THE TOP OF A CONCRETE
 CB0282'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0275 ***********************************************************************
 CD0275  DESIGNATION -  U 715
 CD0275  PID         -  CD0275
 CD0275  STATE/COUNTY-  TX/CULBERSON
 CD0275  USGS QUAD   -  SEVEN HEART GAP (1972)
 CD0275
 CD0275                         *CURRENT SURVEY CONTROL
 CD0275  ___________________________________________________________________
 CD0275* NAD 83(1986)-  31 21 01.     (N)    104 34 11.     (W)     SCALED    
 CD0275* NAVD 88     -      1319.707  (meters)    4329.74   (feet)  ADJUSTED  
 CD0275  ___________________________________________________________________
 CD0275  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0275  DYNAMIC HT  -        1317.672 (meters)    4323.06  (feet)  COMP
 CD0275  MODELED GRAV-     979,052.0   (mgal)                       NAVD 88
 CD0275
 CD0275  VERT ORDER  -  SECOND    CLASS 0
 CD0275
 CD0275.The horizontal coordinates were scaled from a topographic map and have
 CD0275.an estimated accuracy of +/- 6 seconds.
 CD0275
 CD0275.The orthometric height was determined by differential leveling
 CD0275.and adjusted by the National Geodetic Survey in June 1991..
 CD0275
 CD0275.The geoid height was determined by GEOID03.
 CD0275
 CD0275.The dynamic height is computed by dividing the NAVD 88
 CD0275.geopotential number by the normal gravity value computed on the
 CD0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0275.degrees latitude (g = 980.6199 gals.).
 CD0275
 CD0275.The modeled gravity was interpolated from observed gravity values.
 CD0275
 CD0275;                    North         East    Units  Estimated Accuracy
 CD0275;SPC TX C     - 3,194,310.      297,030.      MT  (+/- 180 meters Scaled)
 CD0275
 CD0275                          SUPERSEDED SURVEY CONTROL
 CD0275
 CD0275  NGVD 29 (??/??/92) 1319.210  (m)         4328.11   (f) ADJ UNCH    2 0
 CD0275
 CD0275.Superseded values are not recommended for survey control.
 CD0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0275.See file dsdata.txt to determine how the superseded data were derived.
 CD0275
 CD0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ409685(NAD 83)
 CD0275_MARKER: DB = BENCH MARK DISK
 CD0275_SETTING: 66 = SET IN ROCK OUTCROP
 CD0275_SP_SET: OUTCROP
 CD0275_STAMPING: U 715 1942
 CD0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0275+STABILITY: POSITION/ELEVATION WELL
 CD0275
 CD0275  HISTORY     - Date     Condition        Report By
 CD0275  HISTORY     - 1942     MONUMENTED       CGS
 CD0275  HISTORY     - 1958     GOOD             NGS
 CD0275
 CD0275                          STATION DESCRIPTION
 CD0275
 CD0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0275'1.4 MI W FROM STANTON RANCH HOUSE.
 CD0275'ABOUT 1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM MRS. ETHEL STANTON
 CD0275'RANCH HOUSE (FORMERLY CALVIN JONES RANCH), AT THE MOUTH OF THE ED RAY
 CD0275'CANYON, IN THE TOP OF A ROCK OUTCROP ON THE NORTHEAST SLOPE OF A HILL,
 CD0275'95 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE
 CD0275'SOUTH-SOUTHWEST OF A CATTLE GUARD, 90 YARDS WEST OF A STEEL WATER
 CD0275'SUPPLY TANK, 92 FEET WEST OF A STOCK PEN FENCE, AND ABOUT 4 FEET ABOVE
 CD0275'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0366 ***********************************************************************
 CD0366  DESIGNATION -  U 716
 CD0366  PID         -  CD0366
 CD0366  STATE/COUNTY-  TX/CULBERSON
 CD0366  USGS QUAD   -  EMORY CORRAL (1973)
 CD0366
 CD0366                         *CURRENT SURVEY CONTROL
 CD0366  ___________________________________________________________________
 CD0366* NAD 83(1986)-  31 32 01.     (N)    104 33 06.     (W)     SCALED    
 CD0366* NAVD 88     -      1426.868  (meters)    4681.32   (feet)  ADJUSTED  
 CD0366  ___________________________________________________________________
 CD0366  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CD0366  DYNAMIC HT  -        1424.629 (meters)    4673.97  (feet)  COMP
 CD0366  MODELED GRAV-     979,020.6   (mgal)                       NAVD 88
 CD0366
 CD0366  VERT ORDER  -  SECOND    CLASS 0
 CD0366
 CD0366.The horizontal coordinates were scaled from a topographic map and have
 CD0366.an estimated accuracy of +/- 6 seconds.
 CD0366
 CD0366.The orthometric height was determined by differential leveling
 CD0366.and adjusted by the National Geodetic Survey in June 1991..
 CD0366
 CD0366.The geoid height was determined by GEOID03.
 CD0366
 CD0366.The dynamic height is computed by dividing the NAVD 88
 CD0366.geopotential number by the normal gravity value computed on the
 CD0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0366.degrees latitude (g = 980.6199 gals.).
 CD0366
 CD0366.The modeled gravity was interpolated from observed gravity values.
 CD0366
 CD0366;                    North         East    Units  Estimated Accuracy
 CD0366;SPC TX C     - 3,214,560.      299,520.      MT  (+/- 180 meters Scaled)
 CD0366
 CD0366                          SUPERSEDED SURVEY CONTROL
 CD0366
 CD0366  NGVD 29 (??/??/92) 1426.313  (m)         4679.50   (f) ADJ UNCH    2 0
 CD0366
 CD0366.Superseded values are not recommended for survey control.
 CD0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0366.See file dsdata.txt to determine how the superseded data were derived.
 CD0366
 CD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ425888(NAD 83)
 CD0366_MARKER: DB = BENCH MARK DISK
 CD0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0366_STAMPING: U 716 1942
 CD0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0366+STABILITY: SURFACE MOTION
 CD0366
 CD0366  HISTORY     - Date     Condition        Report By
 CD0366  HISTORY     - 1942     MONUMENTED       CGS
 CD0366  HISTORY     - 1958     GOOD             NGS
 CD0366
 CD0366                          STATION DESCRIPTION
 CD0366
 CD0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0366'60.0 MI SE FROM PINE SPRINGS.
 CD0366'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0366'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0366'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 30.9 MILES SOUTH ALONG
 CD0366'A GRADED DIRT ROAD.  25 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 CD0366'ROAD, ABOUT 0.7 MILE NORTHWEST OF A CATTLE GUARD AND GATE ACROSS THE
 CD0366'ROAD, AT THE CREST OF A SMALL GRADE, ABOUT 150 FEET NORTHWEST OF THE
 CD0366'NORTHWEST END OF A SLIGHT CURVE, 2 FEET EAST-NORTHEAST OF A WHITE
 CD0366'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 CD0366'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0389 ***********************************************************************
 CD0389  DESIGNATION -  U 717
 CD0389  PID         -  CD0389
 CD0389  STATE/COUNTY-  TX/CULBERSON
 CD0389  USGS QUAD   -  COW MOUNTAIN (1973)
 CD0389
 CD0389                         *CURRENT SURVEY CONTROL
 CD0389  ___________________________________________________________________
 CD0389* NAD 83(1986)-  31 47 45.     (N)    104 30 07.     (W)     SCALED    
 CD0389* NAVD 88     -      1178.790  (meters)    3867.41   (feet)  ADJUSTED  
 CD0389  ___________________________________________________________________
 CD0389  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CD0389  DYNAMIC HT  -        1176.978 (meters)    3861.47  (feet)  COMP
 CD0389  MODELED GRAV-     979,062.8   (mgal)                       NAVD 88
 CD0389
 CD0389  VERT ORDER  -  SECOND    CLASS 0
 CD0389
 CD0389.The horizontal coordinates were scaled from a topographic map and have
 CD0389.an estimated accuracy of +/- 6 seconds.
 CD0389
 CD0389.The orthometric height was determined by differential leveling
 CD0389.and adjusted by the National Geodetic Survey in June 1991..
 CD0389
 CD0389.The geoid height was determined by GEOID03.
 CD0389
 CD0389.The dynamic height is computed by dividing the NAVD 88
 CD0389.geopotential number by the normal gravity value computed on the
 CD0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0389.degrees latitude (g = 980.6199 gals.).
 CD0389
 CD0389.The modeled gravity was interpolated from observed gravity values.
 CD0389
 CD0389;                    North         East    Units  Estimated Accuracy
 CD0389;SPC TX C     - 3,243,430.      305,330.      MT  (+/- 180 meters Scaled)
 CD0389
 CD0389                          SUPERSEDED SURVEY CONTROL
 CD0389
 CD0389  NGVD 29 (??/??/92) 1178.249  (m)         3865.64   (f) ADJ UNCH    2 0
 CD0389
 CD0389.Superseded values are not recommended for survey control.
 CD0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0389.See file dsdata.txt to determine how the superseded data were derived.
 CD0389
 CD0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER471179(NAD 83)
 CD0389_MARKER: DB = BENCH MARK DISK
 CD0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0389_STAMPING: U 717 1942
 CD0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0389+STABILITY: SURFACE MOTION
 CD0389
 CD0389  HISTORY     - Date     Condition        Report By
 CD0389  HISTORY     - 1942     MONUMENTED       CGS
 CD0389  HISTORY     - 1958     GOOD             NGS
 CD0389
 CD0389                          STATION DESCRIPTION
 CD0389
 CD0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0389'34.6 MI SE FROM PINE SPRINGS.
 CD0389'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0389'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0389'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 5.5 MILES SOUTH ALONG
 CD0389'A GRADED DIRT ROAD.  25 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CD0389'ABOUT 4.1 MILES NORTH OF THE JUNCTION OF THE ROAD LEADING SOUTHEAST TO
 CD0389'THE K C RANCH, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE
 CD0389'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0072 ***********************************************************************
 BB0072  DESIGNATION -  U 718
 BB0072  PID         -  BB0072
 BB0072  STATE/COUNTY-  TX/PRESIDIO
 BB0072  USGS QUAD   -  CERRO REDONDO (1983)
 BB0072
 BB0072                         *CURRENT SURVEY CONTROL
 BB0072  ___________________________________________________________________
 BB0072* NAD 83(1986)-  29 33 18.     (N)    104 14 53.     (W)     SCALED    
 BB0072* NAVD 88     -       858.297  (meters)    2815.93   (feet)  POSTED    
 BB0072  ___________________________________________________________________
 BB0072  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 BB0072  DYNAMIC HT  -         856.900 (meters)    2811.35  (feet)  COMP
 BB0072  MODELED GRAV-     978,988.4   (mgal)                       NAVD 88
 BB0072
 BB0072  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 BB0072
 BB0072.The horizontal coordinates were scaled from a topographic map and have
 BB0072.an estimated accuracy of +/- 6 seconds.
 BB0072
 BB0072.The orthometric height was determined by differential leveling
 BB0072.and adjusted by the National Geodetic Survey in 1992..
 BB0072.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 BB0072.rate greater than 8.0 mm/km.
 BB0072
 BB0072.The geoid height was determined by GEOID03.
 BB0072
 BB0072.The dynamic height is computed by dividing the NAVD 88
 BB0072.geopotential number by the normal gravity value computed on the
 BB0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0072.degrees latitude (g = 980.6199 gals.).
 BB0072
 BB0072.The modeled gravity was interpolated from observed gravity values.
 BB0072
 BB0072;                    North         East    Units  Estimated Accuracy
 BB0072;SPC TXSC     - 4,202,220.       91,630.      MT  (+/- 180 meters Scaled)
 BB0072
 BB0072                          SUPERSEDED SURVEY CONTROL
 BB0072
 BB0072  NGVD 29 (??/??/92)  857.949  (m)         2814.79   (f) ADJ UNCH    1 2
 BB0072
 BB0072.Superseded values are not recommended for survey control.
 BB0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0072.See file dsdata.txt to determine how the superseded data were derived.
 BB0072
 BB0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN728697(NAD 83)
 BB0072_MARKER: DB = BENCH MARK DISK
 BB0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0072_STAMPING: U 718 1943
 BB0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0072+STABILITY: SURFACE MOTION
 BB0072
 BB0072  HISTORY     - Date     Condition        Report By
 BB0072  HISTORY     - 1943     MONUMENTED       CGS
 BB0072  HISTORY     - 1958     GOOD             NGS
 BB0072
 BB0072                          STATION DESCRIPTION
 BB0072
 BB0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0072'10.5 MI E FROM PRESIDIO.
 BB0072'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0072'PRESIDIO, THENCE 2.8 MILES NORTHEAST ALONG A GRADED DIRT ROAD.  30
 BB0072'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE
 BB0072'SOUTHWEST OF A CATTLE GUARD, 130 YARDS NORTHEAST OF THE CREST OF A
 BB0072'RISE AND A CURVE IN THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BB0072'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0106 ***********************************************************************
 BB0106  DESIGNATION -  U 719
 BB0106  PID         -  BB0106
 BB0106  STATE/COUNTY-  TX/PRESIDIO
 BB0106  USGS QUAD   -  CASA PIEDRA (1983)
 BB0106
 BB0106                         *CURRENT SURVEY CONTROL
 BB0106  ___________________________________________________________________
 BB0106* NAD 83(1986)-  29 44 41.     (N)    104 03 56.     (W)     SCALED    
 BB0106* NAVD 88     -      1062.436  (meters)    3485.68   (feet)  ADJUSTED  
 BB0106  ___________________________________________________________________
 BB0106  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BB0106  DYNAMIC HT  -        1060.710 (meters)    3480.01  (feet)  COMP
 BB0106  MODELED GRAV-     978,981.7   (mgal)                       NAVD 88
 BB0106
 BB0106  VERT ORDER  -  SECOND    CLASS 0
 BB0106
 BB0106.The horizontal coordinates were scaled from a topographic map and have
 BB0106.an estimated accuracy of +/- 6 seconds.
 BB0106
 BB0106.The orthometric height was determined by differential leveling
 BB0106.and adjusted by the National Geodetic Survey in June 1991..
 BB0106
 BB0106.The geoid height was determined by GEOID03.
 BB0106
 BB0106.The dynamic height is computed by dividing the NAVD 88
 BB0106.geopotential number by the normal gravity value computed on the
 BB0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0106.degrees latitude (g = 980.6199 gals.).
 BB0106
 BB0106.The modeled gravity was interpolated from observed gravity values.
 BB0106
 BB0106;                    North         East    Units  Estimated Accuracy
 BB0106;SPC TXSC     - 4,222,440.      110,210.      MT  (+/- 180 meters Scaled)
 BB0106
 BB0106                          SUPERSEDED SURVEY CONTROL
 BB0106
 BB0106  NGVD 29 (??/??/92) 1062.083  (m)         3484.52   (f) ADJ UNCH    2 0
 BB0106
 BB0106.Superseded values are not recommended for survey control.
 BB0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0106.See file dsdata.txt to determine how the superseded data were derived.
 BB0106
 BB0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN903908(NAD 83)
 BB0106_MARKER: DB = BENCH MARK DISK
 BB0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0106_STAMPING: U 719 1943
 BB0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0106+STABILITY: SURFACE MOTION
 BB0106
 BB0106  HISTORY     - Date     Condition        Report By
 BB0106  HISTORY     - 1943     MONUMENTED       CGS
 BB0106  HISTORY     - 1958     GOOD             NGS
 BB0106
 BB0106                          STATION DESCRIPTION
 BB0106
 BB0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0106'0.95 MI NW FROM CASA PIEDRA.
 BB0106'ABOUT 0.95 MILE NORTHWEST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0106'CASA PIEDRA, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 BB0106'0.2 MILE NORTHWEST OF A CROSSING OF THE PANHANDLE AND SANTA FE
 BB0106'RAILWAY, ABOUT 0.15 MILE NORTHWEST OF A CONCRETE CATTLE GUARD, ABOUT
 BB0106'0.1 MILE WEST-SOUTHWEST OF A LOADING CHUTE AND STOCK PENS ALONG THE
 BB0106'RAILROAD, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE
 BB0106'TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0399 ***********************************************************************
 CU0399  DESIGNATION -  U 72
 CU0399  PID         -  CU0399
 CU0399  STATE/COUNTY-  TX/SCURRY
 CU0399  USGS QUAD   -  HERMLEIGH (1979)
 CU0399
 CU0399                         *CURRENT SURVEY CONTROL
 CU0399  ___________________________________________________________________
 CU0399* NAD 83(1986)-  32 39 12.     (N)    100 46 35.     (W)     SCALED    
 CU0399* NAVD 88     -       742.485  (meters)    2435.97   (feet)  ADJUSTED  
 CU0399  ___________________________________________________________________
 CU0399  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CU0399  DYNAMIC HT  -         741.493 (meters)    2432.72  (feet)  COMP
 CU0399  MODELED GRAV-     979,277.6   (mgal)                       NAVD 88
 CU0399
 CU0399  VERT ORDER  -  FIRST     CLASS II
 CU0399
 CU0399.The horizontal coordinates were scaled from a topographic map and have
 CU0399.an estimated accuracy of +/- 6 seconds.
 CU0399
 CU0399.The orthometric height was determined by differential leveling
 CU0399.and adjusted by the National Geodetic Survey in June 1991..
 CU0399
 CU0399.The geoid height was determined by GEOID03.
 CU0399
 CU0399.The dynamic height is computed by dividing the NAVD 88
 CU0399.geopotential number by the normal gravity value computed on the
 CU0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0399.degrees latitude (g = 980.6199 gals.).
 CU0399
 CU0399.The modeled gravity was interpolated from observed gravity values.
 CU0399
 CU0399;                    North         East    Units  Estimated Accuracy
 CU0399;SPC TXNC     - 2,111,730.      386,480.      MT  (+/- 180 meters Scaled)
 CU0399
 CU0399                          SUPERSEDED SURVEY CONTROL
 CU0399
 CU0399  NGVD 29 (??/??/92)  742.193  (m)         2435.01   (f) ADJ UNCH    1 2
 CU0399
 CU0399.Superseded values are not recommended for survey control.
 CU0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0399.See file dsdata.txt to determine how the superseded data were derived.
 CU0399
 CU0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB334142(NAD 83)
 CU0399_MARKER: DB = BENCH MARK DISK
 CU0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0399_STAMPING: 2435.012 U 72 1931
 CU0399_MARK LOGO: CGS   
 CU0399_PROJECTION: PROJECTING 5 CENTIMETERS
 CU0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0399+STABILITY: SURFACE MOTION
 CU0399
 CU0399  HISTORY     - Date     Condition        Report By
 CU0399  HISTORY     - 1931     MONUMENTED       CGS
 CU0399  HISTORY     - 1948     GOOD             NGS
 CU0399  HISTORY     - 1982     GOOD             NGS
 CU0399
 CU0399                          STATION DESCRIPTION
 CU0399
 CU0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CU0399'1.7 MI N FROM HERMLEIGH.
 CU0399'1.7 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0399'HERMLEIGH, SCURRY COUNTY, 30 FEET NORTH OF MILEPOST 767, 400 FEET
 CU0399'SOUTH OF A CROSSROAD, 49 FEET EAST OF THE TRACK, 6 FEET EAST OF A
 CU0399'POLE, AND JUST ON THE WEST SIDE OF THE RIGHT-OF-WAY FENCE, AND SET IN
 CU0399'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 CU0399
 CU0399                          STATION RECOVERY (1982)
 CU0399
 CU0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0399'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  10.6 KM (6.6
 CU0399'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S.
 CU0399'HIGHWAY 180 IN SNYDER, THENCE 0.2 KM (0.1 MI) EAST ALONG A PAVED ROAD,
 CU0399'136.2 METERS (446.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 CU0399'BOUND LANES OF U.S. HIGHWAY 84, 121.9 METERS (400.0 FT) SOUTHEAST OF
 CU0399'THE CENTER OF A GRAVELED ROAD CROSSING, 17.1 METERS (56.1 FT) EAST OF
 CU0399'RAILROAD MILEPOST 767, 15.0 METERS (49.2 FT) NORTHEAST OF THE NEAR
 CU0399'RAIL OF THE SANTA FE RAILROAD, 8.7 METERS (28.5 FT) SOUTHWEST OF THE
 CU0399'CENTER OF A FIELD ROAD AND 2.5 METERS (8.2 FT) EAST OF UTILITY POLE
 CU0399'NUMBER G.
 CU0399'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CU0399'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0245 ***********************************************************************
 BO0245  DESIGNATION -  U 720
 BO0245  PID         -  BO0245
 BO0245  STATE/COUNTY-  TX/VAL VERDE
 BO0245  USGS QUAD   -  STEEL STAR DRAW (1970)
 BO0245
 BO0245                         *CURRENT SURVEY CONTROL
 BO0245  ___________________________________________________________________
 BO0245* NAD 83(1986)-  30 09 49.     (N)    101 20 30.     (W)     SCALED    
 BO0245* NAVD 88     -       647.761  (meters)    2125.20   (feet)  ADJUSTED  
 BO0245  ___________________________________________________________________
 BO0245  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 BO0245  DYNAMIC HT  -         646.802 (meters)    2122.05  (feet)  COMP
 BO0245  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 BO0245
 BO0245  VERT ORDER  -  SECOND    CLASS 0
 BO0245
 BO0245.The horizontal coordinates were scaled from a topographic map and have
 BO0245.an estimated accuracy of +/- 6 seconds.
 BO0245
 BO0245.The orthometric height was determined by differential leveling
 BO0245.and adjusted by the National Geodetic Survey in June 1991..
 BO0245
 BO0245.The geoid height was determined by GEOID03.
 BO0245
 BO0245.The dynamic height is computed by dividing the NAVD 88
 BO0245.geopotential number by the normal gravity value computed on the
 BO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0245.degrees latitude (g = 980.6199 gals.).
 BO0245
 BO0245.The modeled gravity was interpolated from observed gravity values.
 BO0245
 BO0245;                    North         East    Units  Estimated Accuracy
 BO0245;SPC TXSC     - 4,260,520.      374,460.      MT  (+/- 180 meters Scaled)
 BO0245
 BO0245                          SUPERSEDED SURVEY CONTROL
 BO0245
 BO0245  NGVD 29 (??/??/92)  647.616  (m)         2124.72   (f) ADJ UNCH    2 0
 BO0245
 BO0245.Superseded values are not recommended for survey control.
 BO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0245.See file dsdata.txt to determine how the superseded data were derived.
 BO0245
 BO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU744392(NAD 83)
 BO0245_MARKER: DB = BENCH MARK DISK
 BO0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0245_SP_SET: RESERVOIR
 BO0245_STAMPING: U 720 1942
 BO0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0245
 BO0245  HISTORY     - Date     Condition        Report By
 BO0245  HISTORY     - 1942     MONUMENTED       CGS
 BO0245
 BO0245                          STATION DESCRIPTION
 BO0245
 BO0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0245'18.4 MI E FROM PANDALE.
 BO0245'THIS MARK IS ABOUT 18.4 MILES EAST ALONG A DIRT ROAD TO JUNO FROM THE
 BO0245'SCHOOL HOUSE AT PANDALE, ABOUT 2.3 MILES EAST OF A BUMPER GATE, SET AT
 BO0245'A WELL IN THE TOP OF THE CONCRETE RESERVOIR, ON THE NORTHEAST SIDE,
 BO0245'30.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 6.0 FEET
 BO0245'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0318 ***********************************************************************
 BO0318  DESIGNATION -  U 724
 BO0318  PID         -  BO0318
 BO0318  STATE/COUNTY-  TX/TERRELL
 BO0318  USGS QUAD   -  OASIS RANCH (1980)
 BO0318
 BO0318                         *CURRENT SURVEY CONTROL
 BO0318  ___________________________________________________________________
 BO0318* NAD 83(1986)-  30 25 56.     (N)    101 50 55.     (W)     SCALED    
 BO0318* NAVD 88     -       638.554  (meters)    2094.99   (feet)  ADJUSTED  
 BO0318  ___________________________________________________________________
 BO0318  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 BO0318  DYNAMIC HT  -         637.613 (meters)    2091.90  (feet)  COMP
 BO0318  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 BO0318
 BO0318  VERT ORDER  -  SECOND    CLASS 0
 BO0318
 BO0318.The horizontal coordinates were scaled from a topographic map and have
 BO0318.an estimated accuracy of +/- 6 seconds.
 BO0318
 BO0318.The orthometric height was determined by differential leveling
 BO0318.and adjusted by the National Geodetic Survey in June 1991..
 BO0318
 BO0318.The geoid height was determined by GEOID03.
 BO0318
 BO0318.The dynamic height is computed by dividing the NAVD 88
 BO0318.geopotential number by the normal gravity value computed on the
 BO0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0318.degrees latitude (g = 980.6199 gals.).
 BO0318
 BO0318.The modeled gravity was interpolated from observed gravity values.
 BO0318
 BO0318;                    North         East    Units  Estimated Accuracy
 BO0318;SPC TXSC     - 4,291,380.      326,360.      MT  (+/- 180 meters Scaled)
 BO0318
 BO0318                          SUPERSEDED SURVEY CONTROL
 BO0318
 BO0318  NGVD 29 (??/??/92)  638.339  (m)         2094.28   (f) ADJ UNCH    2 0
 BO0318
 BO0318.Superseded values are not recommended for survey control.
 BO0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0318.See file dsdata.txt to determine how the superseded data were derived.
 BO0318
 BO0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU264701(NAD 83)
 BO0318_MARKER: DB = BENCH MARK DISK
 BO0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0318_STAMPING: U 724 1942
 BO0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0318+STABILITY: SURFACE MOTION
 BO0318
 BO0318  HISTORY     - Date     Condition        Report By
 BO0318  HISTORY     - 1942     MONUMENTED       CGS
 BO0318  HISTORY     - 1958     GOOD             NGS
 BO0318  HISTORY     - 1967     MARK NOT FOUND   NGS
 BO0318
 BO0318                          STATION DESCRIPTION
 BO0318
 BO0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0318'25.05 MI S FROM SHEFFIELD.
 BO0318'ABOUT 23.05 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0318'AT SHEFFIELD TO A CROSSING OF THE OLD HIGHWAY GRADE, THENCE 2.0 MILES
 BO0318'SOUTHWEST ALONG THE OLD HIGHWAY, 134 FEET SOUTHEAST OF THE CENTER LINE
 BO0318'OF THE OLD HIGHWAY, ABOUT 0.5 MILE SOUTHWEST OF A FENCE THE OLD
 BO0318'HIGHWAY, 119 FEET NORTH OF A POWER POLE, 20 FEET SOUTHEAST OF THE
 BO0318'CENTER LINE OF A DIM ROAD BED, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 BO0318'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BO0318
 BO0318                          STATION RECOVERY (1967)
 BO0318
 BO0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BO0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0098 ***********************************************************************
 BP0098  DESIGNATION -  U 725
 BP0098  PID         -  BP0098
 BP0098  STATE/COUNTY-  TX/TERRELL
 BP0098  USGS QUAD   -  DRYDEN NE (1969)
 BP0098
 BP0098                         *CURRENT SURVEY CONTROL
 BP0098  ___________________________________________________________________
 BP0098* NAD 83(1986)-  30 11 52.     (N)    102 03 29.     (W)     SCALED    
 BP0098* NAVD 88     -       664.608  (meters)    2180.47   (feet)  ADJUSTED  
 BP0098  ___________________________________________________________________
 BP0098  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BP0098  DYNAMIC HT  -         663.607 (meters)    2177.18  (feet)  COMP
 BP0098  MODELED GRAV-     979,114.8   (mgal)                       NAVD 88
 BP0098
 BP0098  VERT ORDER  -  SECOND    CLASS 0
 BP0098
 BP0098.The horizontal coordinates were scaled from a topographic map and have
 BP0098.an estimated accuracy of +/- 6 seconds.
 BP0098
 BP0098.The orthometric height was determined by differential leveling
 BP0098.and adjusted by the National Geodetic Survey in June 1991..
 BP0098
 BP0098.The geoid height was determined by GEOID03.
 BP0098
 BP0098.The dynamic height is computed by dividing the NAVD 88
 BP0098.geopotential number by the normal gravity value computed on the
 BP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0098.degrees latitude (g = 980.6199 gals.).
 BP0098
 BP0098.The modeled gravity was interpolated from observed gravity values.
 BP0098
 BP0098;                    North         East    Units  Estimated Accuracy
 BP0098;SPC TXSC     - 4,265,900.      305,570.      MT  (+/- 180 meters Scaled)
 BP0098
 BP0098                          SUPERSEDED SURVEY CONTROL
 BP0098
 BP0098  NGVD 29 (??/??/92)  664.398  (m)         2179.78   (f) ADJ UNCH    2 0
 BP0098
 BP0098.Superseded values are not recommended for survey control.
 BP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0098.See file dsdata.txt to determine how the superseded data were derived.
 BP0098
 BP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP832443(NAD 83)
 BP0098_MARKER: DB = BENCH MARK DISK
 BP0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0098_STAMPING: U 725 1942
 BP0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0098+STABILITY: SURFACE MOTION
 BP0098
 BP0098  HISTORY     - Date     Condition        Report By
 BP0098  HISTORY     - 1942     MONUMENTED       CGS
 BP0098  HISTORY     - 1958     GOOD             NGS
 BP0098
 BP0098                          STATION DESCRIPTION
 BP0098
 BP0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0098'11.3 MI N FROM DRYDEN.
 BP0098'ABOUT 8.7 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0098'ORLEANS RAILROAD STATION AT DRYDEN, THENCE 2.6 MILES NORTH ALONG THE
 BP0098'OLD HIGHWAY, 36 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE OLD
 BP0098'HIGHWAY, ABOUT 0.1 MILE NORTH OF A CATTLE GUARD, 33 FEET NORTH OF THE
 BP0098'NORTH CORNER OF A VACANT HOUSE, 2 1/2 FEET NORTHWEST OF A FENCE, AND
 BP0098'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0395 ***********************************************************************
 CC0395  DESIGNATION -  U 726
 CC0395  PID         -  CC0395
 CC0395  STATE/COUNTY-  TX/REEVES
 CC0395  USGS QUAD   -  TOYAH NW (1970)
 CC0395
 CC0395                         *CURRENT SURVEY CONTROL
 CC0395  ___________________________________________________________________
 CC0395* NAD 83(1986)-  31 26 12.     (N)    103 54 18.     (W)     SCALED    
 CC0395* NAVD 88     -       929.593  (meters)    3049.84   (feet)  ADJUSTED  
 CC0395  ___________________________________________________________________
 CC0395  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CC0395  DYNAMIC HT  -         928.207 (meters)    3045.29  (feet)  COMP
 CC0395  MODELED GRAV-     979,117.6   (mgal)                       NAVD 88
 CC0395
 CC0395  VERT ORDER  -  SECOND    CLASS 0
 CC0395
 CC0395.The horizontal coordinates were scaled from a topographic map and have
 CC0395.an estimated accuracy of +/- 6 seconds.
 CC0395
 CC0395.The orthometric height was determined by differential leveling
 CC0395.and adjusted by the National Geodetic Survey in June 1991..
 CC0395
 CC0395.The geoid height was determined by GEOID03.
 CC0395
 CC0395.The dynamic height is computed by dividing the NAVD 88
 CC0395.geopotential number by the normal gravity value computed on the
 CC0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0395.degrees latitude (g = 980.6199 gals.).
 CC0395
 CC0395.The modeled gravity was interpolated from observed gravity values.
 CC0395
 CC0395;                    North         East    Units  Estimated Accuracy
 CC0395;SPC TX C     - 3,201,670.      360,540.      MT  (+/- 180 meters Scaled)
 CC0395
 CC0395                          SUPERSEDED SURVEY CONTROL
 CC0395
 CC0395  NGVD 29 (??/??/92)  929.211  (m)         3048.59   (f) ADJ UNCH    2 0
 CC0395
 CC0395.Superseded values are not recommended for survey control.
 CC0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0395.See file dsdata.txt to determine how the superseded data were derived.
 CC0395
 CC0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ040785(NAD 83)
 CC0395_MARKER: DB = BENCH MARK DISK
 CC0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0395_STAMPING: U 726 1942
 CC0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0395+STABILITY: SURFACE MOTION
 CC0395
 CC0395  HISTORY     - Date     Condition        Report By
 CC0395  HISTORY     - 1942     MONUMENTED       CGS
 CC0395  HISTORY     - 1958     GOOD             NGS
 CC0395
 CC0395                          STATION DESCRIPTION
 CC0395
 CC0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0395'12.15 MI NW FROM TOYAH.
 CC0395'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0395'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 3.2 MILES
 CC0395'NORTHWEST ALONG A GRADED DIRT ROAD.  44 FEET SOUTHWEST OF THE CENTER
 CC0395'LINE OF THE ROAD, ABOUT 0.65 MILE NORTHWEST OF A CATTLE GUARD, ABOUT
 CC0395'MIDWAY BETWEEN TWO CEDAR TELEPHONE POLES, 1 1/2 FEET SOUTHEAST OF A
 CC0395'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 CC0395'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0062 ***********************************************************************
 CD0062  DESIGNATION -  U 727
 CD0062  PID         -  CD0062
 CD0062  STATE/COUNTY-  TX/CULBERSON
 CD0062  USGS QUAD   -  TWO MILL DRAW EAST (1973)
 CD0062
 CD0062                         *CURRENT SURVEY CONTROL
 CD0062  ___________________________________________________________________
 CD0062* NAD 83(1986)-  31 34 05.     (N)    104 14 16.     (W)     SCALED    
 CD0062* NAVD 88     -      1149.581  (meters)    3771.58   (feet)  ADJUSTED  
 CD0062  ___________________________________________________________________
 CD0062  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CD0062  DYNAMIC HT  -        1147.839 (meters)    3765.87  (feet)  COMP
 CD0062  MODELED GRAV-     979,085.3   (mgal)                       NAVD 88
 CD0062
 CD0062  VERT ORDER  -  SECOND    CLASS 0
 CD0062
 CD0062.The horizontal coordinates were scaled from a topographic map and have
 CD0062.an estimated accuracy of +/- 6 seconds.
 CD0062
 CD0062.The orthometric height was determined by differential leveling
 CD0062.and adjusted by the National Geodetic Survey in June 1991..
 CD0062
 CD0062.The geoid height was determined by GEOID03.
 CD0062
 CD0062.The dynamic height is computed by dividing the NAVD 88
 CD0062.geopotential number by the normal gravity value computed on the
 CD0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0062.degrees latitude (g = 980.6199 gals.).
 CD0062
 CD0062.The modeled gravity was interpolated from observed gravity values.
 CD0062
 CD0062;                    North         East    Units  Estimated Accuracy
 CD0062;SPC TX C     - 3,217,290.      329,440.      MT  (+/- 180 meters Scaled)
 CD0062
 CD0062                          SUPERSEDED SURVEY CONTROL
 CD0062
 CD0062  NGVD 29 (??/??/92) 1149.129  (m)         3770.10   (f) ADJ UNCH    2 0
 CD0062
 CD0062.Superseded values are not recommended for survey control.
 CD0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0062.See file dsdata.txt to determine how the superseded data were derived.
 CD0062
 CD0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ723928(NAD 83)
 CD0062_MARKER: DB = BENCH MARK DISK
 CD0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0062_STAMPING: U 727 1942
 CD0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0062+STABILITY: SURFACE MOTION
 CD0062
 CD0062  HISTORY     - Date     Condition        Report By
 CD0062  HISTORY     - 1942     MONUMENTED       CGS
 CD0062  HISTORY     - 1958     GOOD             NGS
 CD0062
 CD0062                          STATION DESCRIPTION
 CD0062
 CD0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0062'36.25 MI NW FROM TOYAH.
 CD0062'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0062'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 27.3 MILES
 CD0062'NORTHWEST ALONG A GRADED ROAD.  33 FEET SOUTH OF THE CENTER LINE OF
 CD0062'THE ROAD, ABOUT 0.1 MILE WEST OF A CATTLE GUARD, ABOUT 300 FEET EAST
 CD0062'OF THE CREST OF A SMALL GRADE, 1 1/2 FEET WEST OF A WHITE WOODEN
 CD0062'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 CD0062'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0133 ***********************************************************************
 CD0133  DESIGNATION -  U 728 TXGS
 CD0133  PID         -  CD0133
 CD0133  STATE/COUNTY-  TX/CULBERSON
 CD0133  USGS QUAD   -  BORACHO (1970)
 CD0133
 CD0133                         *CURRENT SURVEY CONTROL
 CD0133  ___________________________________________________________________
 CD0133* NAD 83(1986)-  31 04 36.     (N)    104 23 22.     (W)     SCALED    
 CD0133* NAVD 88     -      1359.526  (meters)    4460.38   (feet)  ADJUSTED  
 CD0133  ___________________________________________________________________
 CD0133  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CD0133  DYNAMIC HT  -        1357.396 (meters)    4453.39  (feet)  COMP
 CD0133  MODELED GRAV-     979,025.7   (mgal)                       NAVD 88
 CD0133
 CD0133  VERT ORDER  -  FIRST     CLASS II
 CD0133
 CD0133.The horizontal coordinates were scaled from a topographic map and have
 CD0133.an estimated accuracy of +/- 6 seconds.
 CD0133
 CD0133.The orthometric height was determined by differential leveling
 CD0133.and adjusted by the National Geodetic Survey in June 1991..
 CD0133.WARNING-Repeat measurements at this control monument indicate possible
 CD0133.vertical movement.
 CD0133
 CD0133.The geoid height was determined by GEOID03.
 CD0133
 CD0133.The dynamic height is computed by dividing the NAVD 88
 CD0133.geopotential number by the normal gravity value computed on the
 CD0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0133.degrees latitude (g = 980.6199 gals.).
 CD0133
 CD0133.The modeled gravity was interpolated from observed gravity values.
 CD0133
 CD0133;                    North         East    Units  Estimated Accuracy
 CD0133;SPC TX C     - 3,163,360.      313,070.      MT  (+/- 180 meters Scaled)
 CD0133
 CD0133                          SUPERSEDED SURVEY CONTROL
 CD0133
 CD0133  NGVD 29 (??/??/92) 1359.001  (m)         4458.66   (f) ADJ UNCH    1 2
 CD0133
 CD0133.Superseded values are not recommended for survey control.
 CD0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0133.See file dsdata.txt to determine how the superseded data were derived.
 CD0133
 CD0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ582382(NAD 83)
 CD0133_MARKER: DB = BENCH MARK DISK
 CD0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0133_STAMPING: U 728 1942
 CD0133_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0133+STABILITY: SURFACE MOTION
 CD0133
 CD0133  HISTORY     - Date     Condition        Report By
 CD0133  HISTORY     - 1942     MONUMENTED       TXGS
 CD0133  HISTORY     - 1958     GOOD             NGS
 CD0133  HISTORY     - 1981     GOOD             NGS
 CD0133
 CD0133                          STATION DESCRIPTION
 CD0133
 CD0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0133'IN BORACHO.
 CD0133'ABOUT 228 FEET WEST OF THE COUNTY ROAD CROSSING AT BORACHO, 52 FEET
 CD0133'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE TEXAS AND PACIFIC
 CD0133'RAILROAD, 107 FEET SOUTH OF AND ACROSS THE TRACK FROM THE SOUTHWEST
 CD0133'CORNER OF AN ABANDONED SECTION FOREMANS HOUSE, 62 FEET WEST OF A
 CD0133'DERAIL SIGN, 14 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF A WHITE
 CD0133'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CD0133'INCHES.
 CD0133
 CD0133                          STATION RECOVERY (1981)
 CD0133
 CD0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0133'16.4 KM (10.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0133'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, THENCE
 CD0133'0.6 KM (0.35 MI) NORTH ALONG BORACHO STATION ROAD (EXIT 166), AT
 CD0133'THE CROSSING OF THE MISSOURI PACIFIC RAILROAD, 69.5 METERS (228.0 FT)
 CD0133'WEST OF THE CENTER OF THE ROAD, 45.1 METERS (148.0 FT) EAST OF A
 CD0133'FENCE CORNER, 11.3 METERS (37.0 FT) NORTH OF THE CENTER OF A TRACK
 CD0133'ROAD, AND 7.0 METERS (23.0 FT) SOUTH OF THE NEAR RAIL.
 CD0133'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0133'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0044 ***********************************************************************
 BQ0044  DESIGNATION -  U 729
 BQ0044  PID         -  BQ0044
 BQ0044  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0044  USGS QUAD   -  BOGGY DRAW (1978)
 BQ0044
 BQ0044                         *CURRENT SURVEY CONTROL
 BQ0044  ___________________________________________________________________
 BQ0044* NAD 83(1986)-  30 48 13.     (N)    104 28 20.     (W)     SCALED    
 BQ0044* NAVD 88     -      1331.265  (meters)    4367.66   (feet)  ADJUSTED  
 BQ0044  ___________________________________________________________________
 BQ0044  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BQ0044  DYNAMIC HT  -        1329.119 (meters)    4360.62  (feet)  COMP
 BQ0044  MODELED GRAV-     978,982.7   (mgal)                       NAVD 88
 BQ0044
 BQ0044  VERT ORDER  -  SECOND    CLASS 0
 BQ0044
 BQ0044.The horizontal coordinates were scaled from a topographic map and have
 BQ0044.an estimated accuracy of +/- 6 seconds.
 BQ0044
 BQ0044.The orthometric height was determined by differential leveling
 BQ0044.and adjusted by the National Geodetic Survey in June 1991..
 BQ0044
 BQ0044.The geoid height was determined by GEOID03.
 BQ0044
 BQ0044.The dynamic height is computed by dividing the NAVD 88
 BQ0044.geopotential number by the normal gravity value computed on the
 BQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0044.degrees latitude (g = 980.6199 gals.).
 BQ0044
 BQ0044.The modeled gravity was interpolated from observed gravity values.
 BQ0044
 BQ0044;                    North         East    Units  Estimated Accuracy
 BQ0044;SPC TX C     - 3,133,400.      304,050.      MT  (+/- 180 meters Scaled)
 BQ0044
 BQ0044                          SUPERSEDED SURVEY CONTROL
 BQ0044
 BQ0044  NGVD 29 (??/??/92) 1330.703  (m)         4365.81   (f) ADJ UNCH    2 0
 BQ0044
 BQ0044.Superseded values are not recommended for survey control.
 BQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0044.See file dsdata.txt to determine how the superseded data were derived.
 BQ0044
 BQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ504079(NAD 83)
 BQ0044_MARKER: DB = BENCH MARK DISK
 BQ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0044_STAMPING: U 729 1942
 BQ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0044+STABILITY: SURFACE MOTION
 BQ0044
 BQ0044  HISTORY     - Date     Condition        Report By
 BQ0044  HISTORY     - 1942     MONUMENTED       CGS
 BQ0044  HISTORY     - 1958     GOOD             NGS
 BQ0044
 BQ0044                          STATION DESCRIPTION
 BQ0044
 BQ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0044'16.75 MI N FROM VALENTINE.
 BQ0044'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0044'THE STATION AT VALENTINE, THENCE ABOUT 16.55 MILES NORTH ALONG A DIRT
 BQ0044'ROAD.  49 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE
 BQ0044'NORTH OF A DIKE ACROSS THE ROAD, 2 FEET NORTH OF A WHITE WOODEN
 BQ0044'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 BQ0044'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0490 ***********************************************************************
 CT0490  DESIGNATION -  U 73
 CT0490  PID         -  CT0490
 CT0490  STATE/COUNTY-  TX/TAYLOR
 CT0490  USGS QUAD   -  GOLDSBORO (1967)
 CT0490
 CT0490                         *CURRENT SURVEY CONTROL
 CT0490  ___________________________________________________________________
 CT0490* NAD 83(1986)-  32 05 23.     (N)    099 42 21.     (W)     SCALED    
 CT0490* NAVD 88     -       573.806  (meters)    1882.56   (feet)  POSTED    
 CT0490  ___________________________________________________________________
 CT0490  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CT0490  DYNAMIC HT  -         573.050 (meters)    1880.08  (feet)  COMP
 CT0490  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 CT0490
 CT0490  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0490
 CT0490.The horizontal coordinates were scaled from a topographic map and have
 CT0490.an estimated accuracy of +/- 6 seconds.
 CT0490
 CT0490.The orthometric height was determined by differential leveling
 CT0490.and adjusted by the National Geodetic Survey in 1992..
 CT0490.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0490.rate of 0.0 thru 1.0 mm/km.
 CT0490
 CT0490.The geoid height was determined by GEOID03.
 CT0490
 CT0490.The dynamic height is computed by dividing the NAVD 88
 CT0490.geopotential number by the normal gravity value computed on the
 CT0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0490.degrees latitude (g = 980.6199 gals.).
 CT0490
 CT0490.The modeled gravity was interpolated from observed gravity values.
 CT0490
 CT0490;                    North         East    Units  Estimated Accuracy
 CT0490;SPC TXNC     - 2,047,570.      486,170.      MT  (+/- 180 meters Scaled)
 CT0490
 CT0490                          SUPERSEDED SURVEY CONTROL
 CT0490
 CT0490  NGVD 29 (??/??/92)  573.672  (m)         1882.12   (f) ADJ UNCH    1 2
 CT0490
 CT0490.Superseded values are not recommended for survey control.
 CT0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0490.See file dsdata.txt to determine how the superseded data were derived.
 CT0490
 CT0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA333505(NAD 83)
 CT0490_MARKER: DB = BENCH MARK DISK
 CT0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0490_STAMPING: 1882.122 U 73 1931
 CT0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0490+STABILITY: SURFACE MOTION
 CT0490
 CT0490  HISTORY     - Date     Condition        Report By
 CT0490  HISTORY     - 1931     MONUMENTED       CGS
 CT0490  HISTORY     - 1958     GOOD             NGS
 CT0490
 CT0490                          STATION DESCRIPTION
 CT0490
 CT0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0490'4.0 MI SE FROM LAWN.
 CT0490'4.0 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CT0490'LAWN, TAYLOR COUNTY, 11 POLES WEST OF MILEPOST 405, 40 FEET NORTH OF
 CT0490'THE TRACK, 40 FEET SOUTH OF U.S. HIGHWAY 84, AND 10 FEET SOUTH OF A
 CT0490'FENCE.  A STANDARD DISK, STAMPED 1882.122 U 73 1931 AND SET IN THE TOP
 CT0490'OF A CONCRETE POST.  NOTE-- U.S. HIGHWAY 84 NO LONGER PASSES THE MARK
 CT0490'AS IT HAS BEEN ROUTED FARTHER EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0166 ***********************************************************************
 BQ0166  DESIGNATION -  U 730
 BQ0166  PID         -  BQ0166
 BQ0166  STATE/COUNTY-  TX/PRESIDIO
 BQ0166  USGS QUAD   -  NANCY ANNE RANCH (1979)
 BQ0166
 BQ0166                         *CURRENT SURVEY CONTROL
 BQ0166  ___________________________________________________________________
 BQ0166* NAD 83(1986)-  30 29 13.     (N)    104 30 43.     (W)     SCALED    
 BQ0166* NAVD 88     -      1340.228  (meters)    4397.06   (feet)  POSTED    
 BQ0166  ___________________________________________________________________
 BQ0166  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 BQ0166  DYNAMIC HT  -        1338.010 (meters)    4389.79  (feet)  COMP
 BQ0166  MODELED GRAV-     978,937.4   (mgal)                       NAVD 88
 BQ0166
 BQ0166  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0166
 BQ0166.The horizontal coordinates were scaled from a topographic map and have
 BQ0166.an estimated accuracy of +/- 6 seconds.
 BQ0166
 BQ0166.The orthometric height was determined by differential leveling
 BQ0166.and adjusted by the National Geodetic Survey in 1992..
 BQ0166.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0166.rate of 1.1 thru 2.0 mm/km.
 BQ0166
 BQ0166.The geoid height was determined by GEOID03.
 BQ0166
 BQ0166.The dynamic height is computed by dividing the NAVD 88
 BQ0166.geopotential number by the normal gravity value computed on the
 BQ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0166.degrees latitude (g = 980.6199 gals.).
 BQ0166
 BQ0166.The modeled gravity was interpolated from observed gravity values.
 BQ0166
 BQ0166;                    North         East    Units  Estimated Accuracy
 BQ0166;SPC TXSC     - 4,306,580.       70,950.      MT  (+/- 180 meters Scaled)
 BQ0166
 BQ0166                          SUPERSEDED SURVEY CONTROL
 BQ0166
 BQ0166  NGVD 29 (??/??/92) 1339.657  (m)         4395.19   (f) ADJ UNCH    2 0
 BQ0166
 BQ0166.Superseded values are not recommended for survey control.
 BQ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0166.See file dsdata.txt to determine how the superseded data were derived.
 BQ0166
 BQ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP468728(NAD 83)
 BQ0166_MARKER: DB = BENCH MARK DISK
 BQ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0166_SP_SET: CONCRETE POST
 BQ0166_STAMPING: U 730 1943
 BQ0166_MARK LOGO: CGS   
 BQ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0166+STABILITY: SURFACE MOTION
 BQ0166
 BQ0166  HISTORY     - Date     Condition        Report By
 BQ0166  HISTORY     - 1943     MONUMENTED       CGS
 BQ0166  HISTORY     - 19790319 GOOD             NGS
 BQ0166
 BQ0166                          STATION DESCRIPTION
 BQ0166
 BQ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0166'7.9 MI S FROM VALENTINE.
 BQ0166'THIS MARK IS 7.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH FROM
 BQ0166'THE POST OFFICE AT VALENTINE, 0.2 MILE SOUTH OF A 24-INCH IRON
 BQ0166'CULVERT, 0.4 MILE NORTH OF A CATTLE GUARD, 39.0 FEET EAST OF THE
 BQ0166'CENTERLINE OF THE ROAD, PROJECTING 5-INCHES ABOVE THE GROUND.
 BQ0166
 BQ0166                          STATION RECOVERY (1979)
 BQ0166
 BQ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BQ0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0487 ***********************************************************************
 BQ0487  DESIGNATION -  U 730 RESET
 BQ0487  PID         -  BQ0487
 BQ0487  STATE/COUNTY-  TX/PRESIDIO
 BQ0487  USGS QUAD   -  NANCY ANNE RANCH (1979)
 BQ0487
 BQ0487                         *CURRENT SURVEY CONTROL
 BQ0487  ___________________________________________________________________
 BQ0487* NAD 83(1986)-  30 29 13.     (N)    104 30 43.     (W)     SCALED    
 BQ0487* NAVD 88     -      1344.25   (+/-2cm)    4410.3    (feet)  VERTCON   
 BQ0487  ___________________________________________________________________
 BQ0487  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 BQ0487
 BQ0487  VERT ORDER  -  THIRD (See Below)
 BQ0487
 BQ0487.The horizontal coordinates were scaled from a topographic map and have
 BQ0487.an estimated accuracy of +/- 6 seconds.
 BQ0487
 BQ0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0487.The vertical order pertains to the NGVD 29 superseded value.
 BQ0487
 BQ0487.The geoid height was determined by GEOID03.
 BQ0487
 BQ0487;                    North         East    Units  Estimated Accuracy
 BQ0487;SPC TXSC     - 4,306,580.       70,950.      MT  (+/- 180 meters Scaled)
 BQ0487
 BQ0487                          SUPERSEDED SURVEY CONTROL
 BQ0487
 BQ0487  NGVD 29 (01/29/03) 1343.68   (m)         4408.4    (f) RESET       3  
 BQ0487
 BQ0487.Superseded values are not recommended for survey control.
 BQ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0487.See file dsdata.txt to determine how the superseded data were derived.
 BQ0487
 BQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP468728(NAD 83)
 BQ0487_MARKER: DB = BENCH MARK DISK
 BQ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0487_SP_SET: CONCRETE POST
 BQ0487_STAMPING: U 730 RESET 1979
 BQ0487_MARK LOGO: NGS   
 BQ0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0487
 BQ0487  HISTORY     - Date     Condition        Report By
 BQ0487  HISTORY     - 1979     MONUMENTED       NGS
 BQ0487
 BQ0487                          STATION DESCRIPTION
 BQ0487
 BQ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BQ0487'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 90 FROM POST OFFICE IN VALENTINE
 BQ0487'TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND 80 SOUTH ON A DIRT ROAD,
 BQ0487'LEADS TO THE BRITE RANCH FOR 5.85 MILES TO AN EAST-WEST FENCE LINE AND
 BQ0487'MAIN ROAD TURNS RIGHT AND GOES WEST. TURN RIGHT AN 80 WEST ON MAIN
 BQ0487'ROAD FOR 1.0 MILE TO FENCE CORNER AND MAIN ROAD TURNS LEFT AND GOES
 BQ0487'SOUTH. TURN LEFT AND GO SOUTH ALONG WEST SIDE OF FENCE FOR 1.0 MILE
 BQ0487'TO ANOTHER FENCE CORNER AND MAIN ROAD TURNS RIGHT AND GOES WEST. TURN
 BQ0487'RIGHT AND GO WEST ALONG THE NORTH SIDE OF FENCE LINE FOR 0.5 MILE TO
 BQ0487'CATTLE GUARD, WHERE THE MAIN ROAD TURNS LEFT AND GOES SOUTH, AND MARK
 BQ0487'WEST OF CATTLE GUARD, 99 FEET WEST OF WEST END OF CATTLE GUARD, 17
 BQ0487'FEET EAST A T FENCE CORNER, 1 FOOT NORTH OF FENCE. AND FLUSH WITH
 BQ0487'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0194 ***********************************************************************
 BQ0194  DESIGNATION -  U 731
 BQ0194  PID         -  BQ0194
 BQ0194  STATE/COUNTY-  TX/PRESIDIO
 BQ0194  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0194
 BQ0194                         *CURRENT SURVEY CONTROL
 BQ0194  ___________________________________________________________________
 BQ0194* NAD 83(1986)-  30 12 44.     (N)    104 36 27.     (W)     SCALED    
 BQ0194* NAVD 88     -       985.983  (meters)    3234.85   (feet)  POSTED    
 BQ0194  ___________________________________________________________________
 BQ0194  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 BQ0194  DYNAMIC HT  -         984.400 (meters)    3229.65  (feet)  COMP
 BQ0194  MODELED GRAV-     979,002.1   (mgal)                       NAVD 88
 BQ0194
 BQ0194  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0194
 BQ0194.The horizontal coordinates were scaled from a topographic map and have
 BQ0194.an estimated accuracy of +/- 6 seconds.
 BQ0194
 BQ0194.The orthometric height was determined by differential leveling
 BQ0194.and adjusted by the National Geodetic Survey in 1992..
 BQ0194.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0194.rate of 1.1 thru 2.0 mm/km.
 BQ0194
 BQ0194.The geoid height was determined by GEOID03.
 BQ0194
 BQ0194.The dynamic height is computed by dividing the NAVD 88
 BQ0194.geopotential number by the normal gravity value computed on the
 BQ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0194.degrees latitude (g = 980.6199 gals.).
 BQ0194
 BQ0194.The modeled gravity was interpolated from observed gravity values.
 BQ0194
 BQ0194;                    North         East    Units  Estimated Accuracy
 BQ0194;SPC TXSC     - 4,276,590.       60,330.      MT  (+/- 180 meters Scaled)
 BQ0194
 BQ0194                          SUPERSEDED SURVEY CONTROL
 BQ0194
 BQ0194  NGVD 29 (??/??/92)  985.490  (m)         3233.23   (f) ADJ UNCH    2 0
 BQ0194
 BQ0194.Superseded values are not recommended for survey control.
 BQ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0194.See file dsdata.txt to determine how the superseded data were derived.
 BQ0194
 BQ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP377423(NAD 83)
 BQ0194_MARKER: DB = BENCH MARK DISK
 BQ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0194_STAMPING: U 731 1943
 BQ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0194+STABILITY: SURFACE MOTION
 BQ0194
 BQ0194  HISTORY     - Date     Condition        Report By
 BQ0194  HISTORY     - 1943     MONUMENTED       CGS
 BQ0194
 BQ0194                          STATION DESCRIPTION
 BQ0194
 BQ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0194'9.7 MI NW FROM CANDELARIA.
 BQ0194'THIS MARK IS 9.7 MILES NORTHWEST ALONG THE ROAD TO VALENTINE FROM THE
 BQ0194'SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 0.2 MILE SOUTH OF A
 BQ0194'RIVULET, SET ON TOP OF A MESA, 0.1 MILE NORTH OF THE NORTH END OF A
 BQ0194'PROMINENT S-CURVE, 42.2 FEET EAST OF THE CENTERLINE OF THE ROAD,
 BQ0194'PROJECTING ABOUT 5-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE
 BQ0194'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0190 ***********************************************************************
 BB0190  DESIGNATION -  U 732
 BB0190  PID         -  BB0190
 BB0190  STATE/COUNTY-  TX/PRESIDIO
 BB0190  USGS QUAD   -  LAS CONCHAS (1980)
 BB0190
 BB0190                         *CURRENT SURVEY CONTROL
 BB0190  ___________________________________________________________________
 BB0190* NAD 83(1986)-  29 56 55.     (N)    104 39 59.     (W)     SCALED    
 BB0190* NAVD 88     -       844.598  (meters)    2770.99   (feet)  POSTED    
 BB0190  ___________________________________________________________________
 BB0190  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 BB0190  DYNAMIC HT  -         843.230 (meters)    2766.50  (feet)  COMP
 BB0190  MODELED GRAV-     978,992.8   (mgal)                       NAVD 88
 BB0190
 BB0190  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0190
 BB0190.The horizontal coordinates were scaled from a topographic map and have
 BB0190.an estimated accuracy of +/- 6 seconds.
 BB0190
 BB0190.The orthometric height was determined by differential leveling
 BB0190.and adjusted by the National Geodetic Survey in 1992..
 BB0190.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0190.rate of 1.1 thru 2.0 mm/km.
 BB0190
 BB0190.The geoid height was determined by GEOID03.
 BB0190
 BB0190.The dynamic height is computed by dividing the NAVD 88
 BB0190.geopotential number by the normal gravity value computed on the
 BB0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0190.degrees latitude (g = 980.6199 gals.).
 BB0190
 BB0190.The modeled gravity was interpolated from observed gravity values.
 BB0190
 BB0190;                    North         East    Units  Estimated Accuracy
 BB0190;SPC TXSC     - 4,247,680.       53,250.      MT  (+/- 180 meters Scaled)
 BB0190
 BB0190                          SUPERSEDED SURVEY CONTROL
 BB0190
 BB0190  NGVD 29 (??/??/92)  844.133  (m)         2769.46   (f) ADJ UNCH    2 0
 BB0190
 BB0190.Superseded values are not recommended for survey control.
 BB0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0190.See file dsdata.txt to determine how the superseded data were derived.
 BB0190
 BB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP321131(NAD 83)
 BB0190_MARKER: DB = BENCH MARK DISK
 BB0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0190_STAMPING: U 732 1943
 BB0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0190+STABILITY: SURFACE MOTION
 BB0190
 BB0190  HISTORY     - Date     Condition        Report By
 BB0190  HISTORY     - 1943     MONUMENTED       CGS
 BB0190  HISTORY     - 1966     GOOD             NGS
 BB0190
 BB0190                          STATION DESCRIPTION
 BB0190
 BB0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BB0190'2.5 MI SE FROM RUIDOSA.
 BB0190'ABOUT 2.5 MILES SOUTHEAST ALONG A DIRT ROAD TO PRESIDIO FROM THE POST
 BB0190'OFFICE AT RUIDOSA, PRESIDIO COUNTY, 0.1 MILE SOUTHEAST OF A ROAD
 BB0190'RUNNING WEST TO 3 ADOBES, 1.0 MILES SOUTH OF A CATTLEGUARD, 31.0 FEET
 BB0190'EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET NORTH OF A WHITE
 BB0190'REFERENCE POST, PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0027 ***********************************************************************
 CD0027  DESIGNATION -  U 733
 CD0027  PID         -  CD0027
 CD0027  STATE/COUNTY-  TX/CULBERSON
 CD0027  USGS QUAD   -  SCREW BEAN DRAW WEST (1973)
 CD0027
 CD0027                         *CURRENT SURVEY CONTROL
 CD0027  ___________________________________________________________________
 CD0027* NAD 83(1986)-  31 49 48.     (N)    104 11 54.     (W)     SCALED    
 CD0027* NAVD 88     -      1056.272  (meters)    3465.45   (feet)  ADJUSTED  
 CD0027  ___________________________________________________________________
 CD0027  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 CD0027  DYNAMIC HT  -        1054.679 (meters)    3460.23  (feet)  COMP
 CD0027  MODELED GRAV-     979,096.5   (mgal)                       NAVD 88
 CD0027
 CD0027  VERT ORDER  -  SECOND    CLASS 0
 CD0027
 CD0027.The horizontal coordinates were scaled from a topographic map and have
 CD0027.an estimated accuracy of +/- 6 seconds.
 CD0027
 CD0027.The orthometric height was determined by differential leveling
 CD0027.and adjusted by the National Geodetic Survey in June 1991..
 CD0027
 CD0027.The geoid height was determined by GEOID03.
 CD0027
 CD0027.The dynamic height is computed by dividing the NAVD 88
 CD0027.geopotential number by the normal gravity value computed on the
 CD0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0027.degrees latitude (g = 980.6199 gals.).
 CD0027
 CD0027.The modeled gravity was interpolated from observed gravity values.
 CD0027
 CD0027;                    North         East    Units  Estimated Accuracy
 CD0027;SPC TX C     - 3,246,180.      334,190.      MT  (+/- 180 meters Scaled)
 CD0027
 CD0027                          SUPERSEDED SURVEY CONTROL
 CD0027
 CD0027  NGVD 29 (??/??/92) 1055.767  (m)         3463.80   (f) ADJ UNCH    2 0
 CD0027
 CD0027.Superseded values are not recommended for survey control.
 CD0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0027.See file dsdata.txt to determine how the superseded data were derived.
 CD0027
 CD0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER758218(NAD 83)
 CD0027_MARKER: DB = BENCH MARK DISK
 CD0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0027_STAMPING: U 733 1943
 CD0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0027+STABILITY: SURFACE MOTION
 CD0027
 CD0027  HISTORY     - Date     Condition        Report By
 CD0027  HISTORY     - 1943     MONUMENTED       CGS
 CD0027  HISTORY     - 1973     GOOD             USGS
 CD0027
 CD0027                          STATION DESCRIPTION
 CD0027
 CD0027'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0027'19.5 MI W FROM ORLA.
 CD0027'TO REACH FROM ORLA, TEXAS, GO WEST ON RANCH RD. 652 FOR 17 MILES TO
 CD0027'THE JCT OF RANCH RD 2185.  THENCE SOUTH 1.2 MILES ON 2185 TO AN E-W
 CD0027'PIPELINE AND ROAD.  THENCE EAST 1.3 MILES ALONG GRADED RD.  AT A T-RD
 CD0027'N, 42.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 23.0 FEET NORTHEAST
 CD0027'OF POWER POLE NO. 135-4, 2.0 FEET WEST OF A WITNESS POST.  A STANDARD
 CD0027'TABLET STAMPED U 733 1943 AND SET IN THE TOP OF A CONCRETE POST
 CD0027'PROJECTING 0.6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0343 ***********************************************************************
 BA0343  DESIGNATION -  U 734
 BA0343  PID         -  BA0343
 BA0343  STATE/COUNTY-  TX/BREWSTER
 BA0343  USGS QUAD   -  DUFF SPRINGS (1983)
 BA0343
 BA0343                         *CURRENT SURVEY CONTROL
 BA0343  ___________________________________________________________________
 BA0343* NAD 83(1986)-  29 52 37.     (N)    103 41 55.     (W)     SCALED    
 BA0343* NAVD 88     -      1173.466  (meters)    3849.95   (feet)  POSTED    
 BA0343  ___________________________________________________________________
 BA0343  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 BA0343  DYNAMIC HT  -        1171.530 (meters)    3843.59  (feet)  COMP
 BA0343  MODELED GRAV-     978,953.2   (mgal)                       NAVD 88
 BA0343
 BA0343  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0343
 BA0343.The horizontal coordinates were scaled from a topographic map and have
 BA0343.an estimated accuracy of +/- 6 seconds.
 BA0343
 BA0343.The orthometric height was determined by differential leveling
 BA0343.and adjusted by the National Geodetic Survey in 1992..
 BA0343.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0343.rate of 2.1 thru 3.0 mm/km.
 BA0343
 BA0343.The geoid height was determined by GEOID03.
 BA0343
 BA0343.The dynamic height is computed by dividing the NAVD 88
 BA0343.geopotential number by the normal gravity value computed on the
 BA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0343.degrees latitude (g = 980.6199 gals.).
 BA0343
 BA0343.The modeled gravity was interpolated from observed gravity values.
 BA0343
 BA0343;                    North         East    Units  Estimated Accuracy
 BA0343;SPC TXSC     - 4,235,610.      146,250.      MT  (+/- 180 meters Scaled)
 BA0343
 BA0343                          SUPERSEDED SURVEY CONTROL
 BA0343
 BA0343  NGVD 29 (??/??/92) 1173.003  (m)         3848.43   (f) ADJ UNCH    2 0
 BA0343
 BA0343.Superseded values are not recommended for survey control.
 BA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0343.See file dsdata.txt to determine how the superseded data were derived.
 BA0343
 BA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP256058(NAD 83)
 BA0343_MARKER: DB = BENCH MARK DISK
 BA0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0343_STAMPING: U 734 1943
 BA0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0343+STABILITY: SURFACE MOTION
 BA0343
 BA0343  HISTORY     - Date     Condition        Report By
 BA0343  HISTORY     - 1943     MONUMENTED       CGS
 BA0343  HISTORY     - 1958     GOOD             NGS
 BA0343
 BA0343                          STATION DESCRIPTION
 BA0343
 BA0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0343'3.25 MI NE FROM O 2 RANCH.
 BA0343'ABOUT 3.25 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0343'HEADQUARTERS, 43 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0343'0.15 MILE NORTHEAST OF A LARGE STEEL WATER TANK, ABOUT 0.15 MILE
 BA0343'SOUTHWEST OF A CATTLE GUARD, 1 1/2 FEET SOUTHEAST OF A FENCE, 1 FOOT
 BA0343'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BA0343'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0262 ***********************************************************************
 FM0262  DESIGNATION -  U 735
 FM0262  PID         -  FM0262
 FM0262  STATE/COUNTY-  TX/OLDHAM
 FM0262  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0262
 FM0262                         *CURRENT SURVEY CONTROL
 FM0262  ___________________________________________________________________
 FM0262* NAD 83(1986)-  35 23 41.     (N)    102 18 22.     (W)     SCALED    
 FM0262* NAVD 88     -      1126.767  (meters)    3696.73   (feet)  ADJUSTED  
 FM0262  ___________________________________________________________________
 FM0262  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 FM0262  DYNAMIC HT  -        1125.430 (meters)    3692.35  (feet)  COMP
 FM0262  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 FM0262
 FM0262  VERT ORDER  -  SECOND    CLASS 0
 FM0262
 FM0262.The horizontal coordinates were scaled from a topographic map and have
 FM0262.an estimated accuracy of +/- 6 seconds.
 FM0262
 FM0262.The orthometric height was determined by differential leveling
 FM0262.and adjusted by the National Geodetic Survey in June 1991..
 FM0262
 FM0262.The geoid height was determined by GEOID03.
 FM0262
 FM0262.The dynamic height is computed by dividing the NAVD 88
 FM0262.geopotential number by the normal gravity value computed on the
 FM0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0262.degrees latitude (g = 980.6199 gals.).
 FM0262
 FM0262.The modeled gravity was interpolated from observed gravity values.
 FM0262
 FM0262;                    North         East    Units  Estimated Accuracy
 FM0262;SPC TX N     - 1,155,020.      126,770.      MT  (+/- 180 meters Scaled)
 FM0262
 FM0262                          SUPERSEDED SURVEY CONTROL
 FM0262
 FM0262  NGVD 29 (??/??/92) 1126.278  (m)         3695.13   (f) ADJ UNCH    2 0
 FM0262
 FM0262.Superseded values are not recommended for survey control.
 FM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0262.See file dsdata.txt to determine how the superseded data were derived.
 FM0262
 FM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV446201(NAD 83)
 FM0262_MARKER: DB = BENCH MARK DISK
 FM0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0262_STAMPING: U-735 1943
 FM0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0262+STABILITY: SURFACE MOTION
 FM0262
 FM0262  HISTORY     - Date     Condition        Report By
 FM0262  HISTORY     - 1943     MONUMENTED       CGS
 FM0262  HISTORY     - 1966     GOOD             NGS
 FM0262
 FM0262                          STATION DESCRIPTION
 FM0262
 FM0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FM0262'12.75 MI NE FROM VEGA.
 FM0262'VEGA, ABOUT 11.7 MILES NORTHEAST OF ALONG US HWY 385 FROM THE JCT. OF
 FM0262'US HIGHWAYS 66 AND 385.  THENCE EAST (ALONG A GRADED ROAD TO THE
 FM0262'PANHANDLE GRAVEL COMPANY) ABOUT 0.45 MILE TO A OLD ROAD X-ING AND OLD
 FM0262'CATTLEGUARD NORTH OF ROAD, THENCE NORTH ABOUT 0.6 MILE ALONG ABANDONED
 FM0262'ROAD TO A SMALL CLEARING IN THE MESQUITE ON A SMALL RISE, ABOUT 700 FT
 FM0262'SOUTHEAST OF THE HIGHWAY, 20 FT EAST OF OLD ROAD, IN TOP OF A CONCRETE
 FM0262'POST, A STD USC AND GS DISK STANDARD U-735 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0377 ***********************************************************************
 BA0377  DESIGNATION -  U 736
 BA0377  PID         -  BA0377
 BA0377  STATE/COUNTY-  TX/PRESIDIO
 BA0377  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0377
 BA0377                         *CURRENT SURVEY CONTROL
 BA0377  ___________________________________________________________________
 BA0377* NAD 83(1986)-  29 43 44.     (N)    103 59 40.     (W)     SCALED    
 BA0377* NAVD 88     -      1087.612  (meters)    3568.27   (feet)  ADJUSTED  
 BA0377  ___________________________________________________________________
 BA0377  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BA0377  DYNAMIC HT  -        1085.835 (meters)    3562.44  (feet)  COMP
 BA0377  MODELED GRAV-     978,971.9   (mgal)                       NAVD 88
 BA0377
 BA0377  VERT ORDER  -  SECOND    CLASS 0
 BA0377
 BA0377.The horizontal coordinates were scaled from a topographic map and have
 BA0377.an estimated accuracy of +/- 6 seconds.
 BA0377
 BA0377.The orthometric height was determined by differential leveling
 BA0377.and adjusted by the National Geodetic Survey in June 1991..
 BA0377
 BA0377.The geoid height was determined by GEOID03.
 BA0377
 BA0377.The dynamic height is computed by dividing the NAVD 88
 BA0377.geopotential number by the normal gravity value computed on the
 BA0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0377.degrees latitude (g = 980.6199 gals.).
 BA0377
 BA0377.The modeled gravity was interpolated from observed gravity values.
 BA0377
 BA0377;                    North         East    Units  Estimated Accuracy
 BA0377;SPC TXSC     - 4,220,390.      117,000.      MT  (+/- 180 meters Scaled)
 BA0377
 BA0377                          SUPERSEDED SURVEY CONTROL
 BA0377
 BA0377  NGVD 29 (??/??/92) 1087.256  (m)         3567.11   (f) ADJ UNCH    2 0
 BA0377
 BA0377.Superseded values are not recommended for survey control.
 BA0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0377.See file dsdata.txt to determine how the superseded data were derived.
 BA0377
 BA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN972891(NAD 83)
 BA0377_MARKER: DB = BENCH MARK DISK
 BA0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0377_STAMPING: U 736 1943
 BA0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0377+STABILITY: SURFACE MOTION
 BA0377
 BA0377  HISTORY     - Date     Condition        Report By
 BA0377  HISTORY     - 1943     MONUMENTED       CGS
 BA0377  HISTORY     - 1958     GOOD             NGS
 BA0377
 BA0377                          STATION DESCRIPTION
 BA0377
 BA0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0377'5.05 MI E FROM CASA PIEDRA.
 BA0377'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BA0377'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BA0377'DIRT ROAD, THENCE ABOUT 1.95 MILE SOUTHEAST ALONG A GRADED DIRT ROAD.
 BA0377'32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.25 MILE WEST OF
 BA0377'A JUNCTION WITH A GRADED DIRT ROAD LEADING SOUTH TO THE RAWLS RANCH,
 BA0377'ABOUT 250 FEET EAST OF A CURVE IN THE ROAD, 125 FEET WEST OF A POWER
 BA0377'POLE WITH THE LINE CROSSING THE ROAD IN A NORTH-SOUTH DIRECTION, 2
 BA0377'FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BA0377'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0156 ***********************************************************************
 BQ0156  DESIGNATION -  U 737
 BQ0156  PID         -  BQ0156
 BQ0156  STATE/COUNTY-  TX/PRESIDIO
 BQ0156  USGS QUAD   -  FRENCHMAN HILLS (1983)
 BQ0156
 BQ0156                         *CURRENT SURVEY CONTROL
 BQ0156  ___________________________________________________________________
 BQ0156* NAD 83(1986)-  30 05 52.     (N)    104 01 48.     (W)     SCALED    
 BQ0156* NAVD 88     -      1308.319  (meters)    4292.38   (feet)  ADJUSTED  
 BQ0156  ___________________________________________________________________
 BQ0156  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BQ0156  DYNAMIC HT  -        1306.141 (meters)    4285.23  (feet)  COMP
 BQ0156  MODELED GRAV-     978,931.8   (mgal)                       NAVD 88
 BQ0156
 BQ0156  VERT ORDER  -  SECOND    CLASS 0
 BQ0156
 BQ0156.The horizontal coordinates were scaled from a topographic map and have
 BQ0156.an estimated accuracy of +/- 6 seconds.
 BQ0156
 BQ0156.The orthometric height was determined by differential leveling
 BQ0156.and adjusted by the National Geodetic Survey in June 1991..
 BQ0156
 BQ0156.The geoid height was determined by GEOID03.
 BQ0156
 BQ0156.The dynamic height is computed by dividing the NAVD 88
 BQ0156.geopotential number by the normal gravity value computed on the
 BQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0156.degrees latitude (g = 980.6199 gals.).
 BQ0156
 BQ0156.The modeled gravity was interpolated from observed gravity values.
 BQ0156
 BQ0156;                    North         East    Units  Estimated Accuracy
 BQ0156;SPC TXSC     - 4,261,390.      115,320.      MT  (+/- 180 meters Scaled)
 BQ0156
 BQ0156                          SUPERSEDED SURVEY CONTROL
 BQ0156
 BQ0156  NGVD 29 (??/??/92) 1307.858  (m)         4290.86   (f) ADJ UNCH    2 0
 BQ0156
 BQ0156.Superseded values are not recommended for survey control.
 BQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0156.See file dsdata.txt to determine how the superseded data were derived.
 BQ0156
 BQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP934300(NAD 83)
 BQ0156_MARKER: DB = BENCH MARK DISK
 BQ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0156_STAMPING: U 737 1943
 BQ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0156+STABILITY: SURFACE MOTION
 BQ0156
 BQ0156  HISTORY     - Date     Condition        Report By
 BQ0156  HISTORY     - 1943     MONUMENTED       CGS
 BQ0156  HISTORY     - 1958     GOOD             NGS
 BQ0156
 BQ0156                          STATION DESCRIPTION
 BQ0156
 BQ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0156'16.95 MI S FROM MARFA.
 BQ0156'ABOUT 7.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0156'NEW ORLEANS RAILROAD STATION AT MARFA, THENCE ABOUT 8.65 MILES
 BQ0156'SOUTHEAST ALONG FARM ROAD 169, THENCE ABOUT 0.2 MILE WEST ALONG A
 BQ0156'PRIVATE ROAD LEADING WEST TO A STUCCO HOUSE, THENCE ABOUT 0.7 MILE
 BQ0156'SOUTH ALONG THE OLD ROAD, 28 FEET EAST OF THE CENTER LINE OF THE OLD
 BQ0156'ROAD, ABOUT 0.5 MILE SOUTH OF A CONCRETE CULVERT, ABOUT 0.2 MILE SOUTH
 BQ0156'OF A GATE AND CROSS FENCE OVER THE ROAD, ABOUT 0.3 MILE
 BQ0156'NORTH-NORTHWEST OF A STEEL WINDMILL, 2 FEET NORTH OF A WHITE WOODEN
 BQ0156'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0333 ***********************************************************************
 BA0333  DESIGNATION -  U 738
 BA0333  PID         -  BA0333
 BA0333  STATE/COUNTY-  TX/BREWSTER
 BA0333  USGS QUAD   -  MC KINNEY MOUNTAIN (1983)
 BA0333
 BA0333                         *CURRENT SURVEY CONTROL
 BA0333  ___________________________________________________________________
 BA0333* NAD 83(1986)-  29 47 14.     (N)    103 46 08.     (W)     SCALED    
 BA0333* NAVD 88     -      1123.925  (meters)    3687.41   (feet)  POSTED    
 BA0333  ___________________________________________________________________
 BA0333  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 BA0333  DYNAMIC HT  -        1122.090 (meters)    3681.39  (feet)  COMP
 BA0333  MODELED GRAV-     978,971.9   (mgal)                       NAVD 88
 BA0333
 BA0333  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0333
 BA0333.The horizontal coordinates were scaled from a topographic map and have
 BA0333.an estimated accuracy of +/- 6 seconds.
 BA0333
 BA0333.The orthometric height was determined by differential leveling
 BA0333.and adjusted by the National Geodetic Survey in 1992..
 BA0333.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0333.rate of 2.1 thru 3.0 mm/km.
 BA0333
 BA0333.The geoid height was determined by GEOID03.
 BA0333
 BA0333.The dynamic height is computed by dividing the NAVD 88
 BA0333.geopotential number by the normal gravity value computed on the
 BA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0333.degrees latitude (g = 980.6199 gals.).
 BA0333
 BA0333.The modeled gravity was interpolated from observed gravity values.
 BA0333
 BA0333;                    North         East    Units  Estimated Accuracy
 BA0333;SPC TXSC     - 4,225,940.      139,070.      MT  (+/- 180 meters Scaled)
 BA0333
 BA0333                          SUPERSEDED SURVEY CONTROL
 BA0333
 BA0333  NGVD 29 (??/??/92) 1123.530  (m)         3686.11   (f) ADJ UNCH    2 0
 BA0333
 BA0333.Superseded values are not recommended for survey control.
 BA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0333.See file dsdata.txt to determine how the superseded data were derived.
 BA0333
 BA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN189958(NAD 83)
 BA0333_MARKER: DB = BENCH MARK DISK
 BA0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0333_STAMPING: U 738 1943
 BA0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0333+STABILITY: SURFACE MOTION
 BA0333
 BA0333  HISTORY     - Date     Condition        Report By
 BA0333  HISTORY     - 1943     MONUMENTED       CGS
 BA0333  HISTORY     - 1958     GOOD             NGS
 BA0333  HISTORY     - 1976     GOOD             USGS
 BA0333
 BA0333                          STATION DESCRIPTION
 BA0333
 BA0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0333'6.25 MI SW FROM O 2 RANCH.
 BA0333'ABOUT 4.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0333'HEADQUARTERS TO THE WILSON RANCH BUILDINGS, THENCE ABOUT 2.0 MILES
 BA0333'WEST ALONG A TRACK ROAD.  30 FEET SOUTH OF THE CENTER LINE OF THE
 BA0333'ROAD, ABOUT 0.2 MILE WEST OF THE WEST EDGE OF A CLAY BOTTOM, ABOUT 0.1
 BA0333'MILE EAST OF A SLIGHT CURVE IN THE ROAD, ABOUT 0.45 MILE EAST OF THE
 BA0333'JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, ABOUT 0.7 MILE EAST OF A
 BA0333'GATE IN NORTH-SOUTH FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 BA0333'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BA0333
 BA0333                          STATION RECOVERY (1976)
 BA0333
 BA0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0333'ABOUT 4.25 MI. S. ALONG A COUNTY ROAD FROM THE 02 RANCH HEADQUATERS,
 BA0333'TO THE GREEN VALLEY RANCH BUILDINGS, THENCE ABOUT 2.0 MILES WEST
 BA0333'ALONG A TRACK ROAD. 51 FT. N. OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0333'0.2 MI. W. OF THE W. EDGE OF A CLAY BOTTOM, ABOUT 0.45 MI. EAST OF
 BA0333'THE JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, ABOUT 0.7 MI. EAST OF
 BA0333'A CATTLE GUARD IN A NORTH-SOUTH FENCE AND IN THE TOP OF A CONCRETE
 BA0333'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0151 ***********************************************************************
 BB0151  DESIGNATION -  U 739
 BB0151  PID         -  BB0151
 BB0151  STATE/COUNTY-  TX/PRESIDIO
 BB0151  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0151
 BB0151                         *CURRENT SURVEY CONTROL
 BB0151  ___________________________________________________________________
 BB0151* NAD 83(1986)-  29 34 42.     (N)    104 22 43.     (W)     SCALED    
 BB0151* NAVD 88     -       799.833  (meters)    2624.12   (feet)  ADJUSTED  
 BB0151  ___________________________________________________________________
 BB0151  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 BB0151  DYNAMIC HT  -         798.535 (meters)    2619.86  (feet)  COMP
 BB0151  MODELED GRAV-     978,994.3   (mgal)                       NAVD 88
 BB0151
 BB0151  VERT ORDER  -  SECOND    CLASS 0
 BB0151
 BB0151.The horizontal coordinates were scaled from a topographic map and have
 BB0151.an estimated accuracy of +/- 6 seconds.
 BB0151
 BB0151.The orthometric height was determined by differential leveling
 BB0151.and adjusted by the National Geodetic Survey in June 1991..
 BB0151
 BB0151.The geoid height was determined by GEOID03.
 BB0151
 BB0151.The dynamic height is computed by dividing the NAVD 88
 BB0151.geopotential number by the normal gravity value computed on the
 BB0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0151.degrees latitude (g = 980.6199 gals.).
 BB0151
 BB0151.The modeled gravity was interpolated from observed gravity values.
 BB0151
 BB0151;                    North         East    Units  Estimated Accuracy
 BB0151;SPC TXSC     - 4,205,370.       79,110.      MT  (+/- 180 meters Scaled)
 BB0151
 BB0151                          SUPERSEDED SURVEY CONTROL
 BB0151
 BB0151  NGVD 29 (??/??/92)  799.435  (m)         2622.81   (f) ADJ UNCH    2 0
 BB0151
 BB0151.Superseded values are not recommended for survey control.
 BB0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0151.See file dsdata.txt to determine how the superseded data were derived.
 BB0151
 BB0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN601722(NAD 83)
 BB0151_MARKER: DB = BENCH MARK DISK
 BB0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0151_STAMPING: U 739 1943
 BB0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0151+STABILITY: SURFACE MOTION
 BB0151
 BB0151  HISTORY     - Date     Condition        Report By
 BB0151  HISTORY     - 1943     MONUMENTED       CGS
 BB0151  HISTORY     - 1966     GOOD             NGS
 BB0151  HISTORY     - 1973     GOOD             NGS
 BB0151  HISTORY     - 20030420 GOOD             USPSQD
 BB0151
 BB0151                          STATION DESCRIPTION
 BB0151
 BB0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BB0151'1.5 MI NW FROM PRESIDIO.
 BB0151'ABOUT 1.5 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE POST
 BB0151'OFFICE AT PRESIDIO, PRESIDIO COUNTY, 0.25 MILES SOUTHEAST OF A PINK
 BB0151'BUNGALOW, 0.35 MILES NORTHWEST OF CIBOLO CREEK, 2.0 FEET SOUTHEAST OF
 BB0151'A WHITE REFERENCE POST, PROJECTING ABOUT 7 INCHES ABOVE THE GROUND.
 BB0151
 BB0151                          STATION RECOVERY (1973)
 BB0151
 BB0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0151'RECOVERED IN GOOD CONDITION.
 BB0151
 BB0151                          STATION RECOVERY (2003)
 BB0151
 BB0151'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BB0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0287 ***********************************************************************
 CA0287  DESIGNATION -  U 74
 CA0287  PID         -  CA0287
 CA0287  STATE/COUNTY-  TX/BROWN
 CA0287  USGS QUAD   -  BROWNWOOD (1996)
 CA0287
 CA0287                         *CURRENT SURVEY CONTROL
 CA0287  ___________________________________________________________________
 CA0287* NAD 83(1993)-  31 42 46.08594(N)    098 59 30.95797(W)     ADJUSTED  
 CA0287* NAVD 88     -       413.593  (meters)    1356.93   (feet)  ADJUSTED  
 CA0287  ___________________________________________________________________
 CA0287  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 CA0287  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CA0287  DYNAMIC HT  -         413.053 (meters)    1355.16  (feet)  COMP
 CA0287  MODELED GRAV-     979,320.5   (mgal)                       NAVD 88
 CA0287
 CA0287  HORZ ORDER  -  SECOND
 CA0287  VERT ORDER  -  FIRST     CLASS II
 CA0287
 CA0287.The horizontal coordinates were established by classical geodetic methods
 CA0287.and adjusted by the National Geodetic Survey in February 1996..
 CA0287
 CA0287.The orthometric height was determined by differential leveling
 CA0287.and adjusted by the National Geodetic Survey in June 1991..
 CA0287.WARNING-Repeat measurements at this control monument indicate possible
 CA0287.vertical movement.
 CA0287
 CA0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0287
 CA0287.The geoid height was determined by GEOID03.
 CA0287
 CA0287.The dynamic height is computed by dividing the NAVD 88
 CA0287.geopotential number by the normal gravity value computed on the
 CA0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0287.degrees latitude (g = 980.6199 gals.).
 CA0287
 CA0287.The modeled gravity was interpolated from observed gravity values.
 CA0287
 CA0287;                    North         East     Units Scale Factor Converg.
 CA0287;SPC TX C     - 3,227,598.149   827,138.319   MT  0.99995864   +0 41 27.2
 CA0287;SPC TX C     -10,589,211.59  2,713,702.97   sFT  0.99995864   +0 41 27.2
 CA0287;UTM  14      - 3,508,602.672   500,764.359   MT  0.99960001   +0 00 15.3
 CA0287
 CA0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0287!SPC TX C     -   0.99993912  x   0.99995864  =   0.99989777
 CA0287!UTM  14      -   0.99993912  x   0.99960001  =   0.99953916
 CA0287
 CA0287                          SUPERSEDED SURVEY CONTROL
 CA0287
 CA0287  NAD 83(1986)-  31 42 46.09565(N)    098 59 30.94297(W) AD(       ) 2
 CA0287  NAD 27      -  31 42 45.54663(N)    098 59 29.76449(W) AD(       ) 2
 CA0287  NGVD 29 (??/??/92)  413.502  (m)         1356.63   (f) ADJ UNCH    1 2
 CA0287
 CA0287.Superseded values are not recommended for survey control.
 CA0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0287.See file dsdata.txt to determine how the superseded data were derived.
 CA0287
 CA0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0076408603(NAD 83)
 CA0287_MARKER: DB = BENCH MARK DISK
 CA0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0287_STAMPING: 1356.631 U 74 1931
 CA0287_MARK LOGO: CGS   
 CA0287_PROJECTION: PROJECTING 5 CENTIMETERS
 CA0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0287+STABILITY: SURFACE MOTION
 CA0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0287+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 CA0287
 CA0287  HISTORY     - Date     Condition        Report By
 CA0287  HISTORY     - 1975     MONUMENTED       NGS
 CA0287  HISTORY     - 1944     GOOD             NGS
 CA0287  HISTORY     - 1975     GOOD             NGS
 CA0287  HISTORY     - 1982     GOOD             NGS
 CA0287  HISTORY     - 20020730 GOOD             USPSQD
 CA0287  HISTORY     - 20060630 GOOD             GEOCAC
 CA0287
 CA0287                          STATION DESCRIPTION
 CA0287
 CA0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA0287'THE STATION IS LOCATED IN THE WEST EDGE OF BROWNWOOD.
 CA0287'
 CA0287'TO REACH THE STATION FROM THE POST OFFICE IN BROWNWOOD, GO
 CA0287'SOUTHWEST ON CENTER STREET FOR 0.6 MILE TO STATE HIGHWAY 377,
 CA0287'CONTINUE STRAIGHT AHEAD ON COLEMAN AVENUE FOR 0.1 MILE TO THE
 CA0287'STATION ON THE LEFT.
 CA0287'
 CA0287'THE STATION IS A STANDARD BENCH MARK DISK STAMPED U 74 1931
 CA0287'1356.631, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CA0287'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 54 FEET SOUTH OF THE
 CA0287'APPROXIMATE CENTER OF COLEMAN AVENUE, 27 FEET NORTH OF THE
 CA0287'NORTH RAIL OF THE RAILROAD, 17 FEET EAST OF A POWERLINE POLE
 CA0287'AND 14 FEET NORTHEAST OF A KEEP OFF SIGN.
 CA0287'
 CA0287'AN ELECTRONIC TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 CA0287'STATION ROUND 3, DISTANCE BEING (3920.08 FEET) OR 1194.839
 CA0287'METERS NORTHEAST OF STATION ROUND 3.
 CA0287
 CA0287                          STATION RECOVERY (1944)
 CA0287
 CA0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 CA0287'IN BROWNWOOD.
 CA0287'AT BROWNWOOD, BROWN COUNTY, ON THE GULF, COLORADO AND SANTA FE
 CA0287'RAILWAY, AT THE CROSSING OF THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 CA0287'(NOW PART OF THE G.C. AND S.F. RY. SYSTEM), 250 FEET SOUTHWEST OF THE
 CA0287'OLD FT. W. AND AND R.G. RY. STATION, AND 20 FEET NORTH OF THE G.C. AND
 CA0287'S.F. RY. TRACK.  A STANDARD DISK, STAMPED 1356.631 U 74 1931 AND SET
 CA0287'IN THE TOP OF A CONCRETE POST.
 CA0287
 CA0287                          STATION RECOVERY (1975)
 CA0287
 CA0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CA0287'RECOVERED IN GOOD CONDITION.
 CA0287
 CA0287                          STATION RECOVERY (1982)
 CA0287
 CA0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0287'IN BROWNWOOD, AT THE INTERSECTION OF CENTER STREET AND U.S. HIGHWAY
 CA0287'377, 116.1 METERS (380.9 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CA0287'HIGHWAY, 16.2 METERS (53.1 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CA0287'THE STREET, 8.1 METERS (26.6 FT) NORTH-NORTHWEST OF THE NEAR RAIL OF
 CA0287'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 4.4 METERS (14.4 FT)
 CA0287'NORTHEAST OF A SIGN (KEEP OUT).
 CA0287'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CA0287'THE MARK IS 0.6 M BELOW THE STREET.
 CA0287
 CA0287                          STATION RECOVERY (2002)
 CA0287
 CA0287'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0287'RECOVERED IN GOOD CONDITION.
 CA0287
 CA0287                          STATION RECOVERY (2006)
 CA0287
 CA0287'RECOVERY NOTE BY GEOCACHING 2006 (MRH)
 CA0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0083 ***********************************************************************
 BA0083  DESIGNATION -  U 740
 BA0083  PID         -  BA0083
 BA0083  STATE/COUNTY-  TX/BREWSTER
 BA0083  USGS QUAD   -  BUTTERBOWL (1983)
 BA0083
 BA0083                         *CURRENT SURVEY CONTROL
 BA0083  ___________________________________________________________________
 BA0083* NAD 83(1986)-  29 40 31.     (N)    103 16 02.     (W)     SCALED    
 BA0083* NAVD 88     -       911.006  (meters)    2988.86   (feet)  ADJUSTED  
 BA0083  ___________________________________________________________________
 BA0083  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0083  DYNAMIC HT  -         909.551 (meters)    2984.09  (feet)  COMP
 BA0083  MODELED GRAV-     979,014.4   (mgal)                       NAVD 88
 BA0083
 BA0083  VERT ORDER  -  SECOND    CLASS 0
 BA0083
 BA0083.The horizontal coordinates were scaled from a topographic map and have
 BA0083.an estimated accuracy of +/- 6 seconds.
 BA0083
 BA0083.The orthometric height was determined by differential leveling
 BA0083.and adjusted by the National Geodetic Survey in June 1991..
 BA0083
 BA0083.The geoid height was determined by GEOID03.
 BA0083
 BA0083.The dynamic height is computed by dividing the NAVD 88
 BA0083.geopotential number by the normal gravity value computed on the
 BA0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0083.degrees latitude (g = 980.6199 gals.).
 BA0083
 BA0083.The modeled gravity was interpolated from observed gravity values.
 BA0083
 BA0083;                    North         East    Units  Estimated Accuracy
 BA0083;SPC TXSC     - 4,211,670.      187,080.      MT  (+/- 180 meters Scaled)
 BA0083
 BA0083                          SUPERSEDED SURVEY CONTROL
 BA0083
 BA0083  NGVD 29 (??/??/92)  910.634  (m)         2987.64   (f) ADJ UNCH    2 0
 BA0083
 BA0083.Superseded values are not recommended for survey control.
 BA0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0083.See file dsdata.txt to determine how the superseded data were derived.
 BA0083
 BA0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN676840(NAD 83)
 BA0083_MARKER: DB = BENCH MARK DISK
 BA0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0083_STAMPING: U 740 1943
 BA0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0083+STABILITY: SURFACE MOTION
 BA0083
 BA0083  HISTORY     - Date     Condition        Report By
 BA0083  HISTORY     - 1943     MONUMENTED       CGS
 BA0083  HISTORY     - 1958     GOOD             NGS
 BA0083  HISTORY     - 1976     GOOD             USGS
 BA0083  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0083
 BA0083                          STATION DESCRIPTION
 BA0083
 BA0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0083'9.75 MI W FROM PERSIMMON GAP.
 BA0083'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0083'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0083'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0083'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0083'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE
 BA0083'ABOUT 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0083'TANKS AND A WINDMILL, THENCE ABOUT 3.25 MILES NORTHWEST ALONG A TRACK
 BA0083'ROAD TO A PROMINENT HILL, THENCE ABOUT 0.25 MILE AROUND THE SOUTH SIDE
 BA0083'OF THE HILL, THENCE ABOUT 0.75 MILE NORTHWEST ALONG A DITCH AND OLD
 BA0083'TRACK ROAD.  39 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK ROAD,
 BA0083'ABOUT 0.25 MILE SOUTHEAST OF A LARGE STEEL TANK, ABOUT 125 FEET
 BA0083'SOUTH-SOUTHWEST OF A SMALL ROCKY KNOLL, 2 FEET SOUTHWEST OF A WHITE
 BA0083'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BA0083'INCHES.
 BA0083
 BA0083                          STATION RECOVERY (1976)
 BA0083
 BA0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0083'ABOUT 0.1 MI. SOUTH ALONG US HIGHWAY 385 FROM THE PERSIMMON GAP
 BA0083'RANGER STATION TO A GRADED DIRT ROAD, THENCE ABOUT 6.5 MI. NORTHWEST
 BA0083'ALONG THE GRADED DIRT ROAD TO A DIM TRAIL SCAR, THENCE SOUTH ALONG
 BA0083'THE TRAIL SCAR FOR ABOUT 0.8 MI. TO ON ABANDONED WATER TANK, THENCE
 BA0083'ABOUT 0.25 MI. SOUTHEAST ALONG A DITCH. ON THE NORTH SIDE OF THE
 BA0083'DITCH, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE
 BA0083'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BA0083
 BA0083                          STATION RECOVERY (2001)
 BA0083
 BA0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0083'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0107 ***********************************************************************
 BA0107  DESIGNATION -  U 741
 BA0107  PID         -  BA0107
 BA0107  STATE/COUNTY-  TX/BREWSTER
 BA0107  USGS QUAD   -  SOSA PEAK (1983)
 BA0107
 BA0107                         *CURRENT SURVEY CONTROL
 BA0107  ___________________________________________________________________
 BA0107* NAD 83(1986)-  29 48 30.     (N)    103 11 44.     (W)     SCALED    
 BA0107* NAVD 88     -       907.013  (meters)    2975.76   (feet)  ADJUSTED  
 BA0107  ___________________________________________________________________
 BA0107  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BA0107  DYNAMIC HT  -         905.568 (meters)    2971.02  (feet)  COMP
 BA0107  MODELED GRAV-     979,019.8   (mgal)                       NAVD 88
 BA0107
 BA0107  VERT ORDER  -  SECOND    CLASS 0
 BA0107
 BA0107.The horizontal coordinates were scaled from a topographic map and have
 BA0107.an estimated accuracy of +/- 6 seconds.
 BA0107
 BA0107.The orthometric height was determined by differential leveling
 BA0107.and adjusted by the National Geodetic Survey in June 1991..
 BA0107
 BA0107.The geoid height was determined by GEOID03.
 BA0107
 BA0107.The dynamic height is computed by dividing the NAVD 88
 BA0107.geopotential number by the normal gravity value computed on the
 BA0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0107.degrees latitude (g = 980.6199 gals.).
 BA0107
 BA0107.The modeled gravity was interpolated from observed gravity values.
 BA0107
 BA0107;                    North         East    Units  Estimated Accuracy
 BA0107;SPC TXSC     - 4,226,160.      194,540.      MT  (+/- 180 meters Scaled)
 BA0107
 BA0107                          SUPERSEDED SURVEY CONTROL
 BA0107
 BA0107  NGVD 29 (??/??/92)  906.662  (m)         2974.61   (f) ADJ UNCH    2 0
 BA0107
 BA0107.Superseded values are not recommended for survey control.
 BA0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0107.See file dsdata.txt to determine how the superseded data were derived.
 BA0107
 BA0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN743989(NAD 83)
 BA0107_MARKER: DB = BENCH MARK DISK
 BA0107_SETTING: 80 = SET IN A BOULDER
 BA0107_SP_SET: BOULDER
 BA0107_STAMPING: U 741 1943
 BA0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0107+STABILITY: SURFACE MOTION
 BA0107
 BA0107  HISTORY     - Date     Condition        Report By
 BA0107  HISTORY     - 1943     MONUMENTED       CGS
 BA0107  HISTORY     - 1966     GOOD             NGS
 BA0107  HISTORY     - 1976     GOOD             USGS
 BA0107  HISTORY     - 20010331 GOOD             NGS
 BA0107
 BA0107                          STATION DESCRIPTION
 BA0107
 BA0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0107'10.55 MI N FROM PERSIMMON GAP.
 BA0107'ABOUT 10.55 MILES NORTH ALONG U.S. HIGHWAY 385 FROM THE PERSIMMON GAP
 BA0107'MONUMENT, IN THE TOP OF A SMALL BOULDER SURROUNDED BY A CIRCLE OF
 BA0107'ROCKS PROJECTING 1 FOOT, 125 FEET NORTHEAST OF THE CENTERLINE OF THE
 BA0107'HIGHWAY, 62 1/2 FEET NORTHEAST OF THE NORTHEAST HIGHWAY RIGHT OF WAY
 BA0107'FENCE, 64 1/2 FEET NORTHEAST OF A TELEPHONE POLE, AND 4 FEET ABOVE THE
 BA0107'LEVEL OF THE HIGHWAY.
 BA0107
 BA0107                          STATION RECOVERY (1976)
 BA0107
 BA0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0107'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BA0107'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
 BA0107
 BA0107                          STATION RECOVERY (2001)
 BA0107
 BA0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0107'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0152 ***********************************************************************
 BA0152  DESIGNATION -  U 742
 BA0152  PID         -  BA0152
 BA0152  STATE/COUNTY-  TX/BREWSTER
 BA0152  USGS QUAD   -  SAN VICENTE (1971)
 BA0152
 BA0152                         *CURRENT SURVEY CONTROL
 BA0152  ___________________________________________________________________
 BA0152* NAD 83(1986)-  29 09 37.     (N)    103 06 29.     (W)     SCALED    
 BA0152* NAVD 88     -       685.039  (meters)    2247.50   (feet)  ADJUSTED  
 BA0152  ___________________________________________________________________
 BA0152  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0152  DYNAMIC HT  -         683.950 (meters)    2243.93  (feet)  COMP
 BA0152  MODELED GRAV-     979,032.0   (mgal)                       NAVD 88
 BA0152
 BA0152  VERT ORDER  -  FIRST     CLASS II
 BA0152
 BA0152.The horizontal coordinates were scaled from a topographic map and have
 BA0152.an estimated accuracy of +/- 6 seconds.
 BA0152
 BA0152.The orthometric height was determined by differential leveling
 BA0152.and adjusted by the National Geodetic Survey in June 1991..
 BA0152
 BA0152.The geoid height was determined by GEOID03.
 BA0152
 BA0152.The dynamic height is computed by dividing the NAVD 88
 BA0152.geopotential number by the normal gravity value computed on the
 BA0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0152.degrees latitude (g = 980.6199 gals.).
 BA0152
 BA0152.The modeled gravity was interpolated from observed gravity values.
 BA0152
 BA0152;                    North         East    Units  Estimated Accuracy
 BA0152;SPC TXSC     - 4,154,080.      200,470.      MT  (+/- 180 meters Scaled)
 BA0152
 BA0152                          SUPERSEDED SURVEY CONTROL
 BA0152
 BA0152  NGVD 29 (??/??/92)  684.676  (m)         2246.31   (f) ADJ UNCH    1 2
 BA0152
 BA0152.Superseded values are not recommended for survey control.
 BA0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0152.See file dsdata.txt to determine how the superseded data were derived.
 BA0152
 BA0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN840272(NAD 83)
 BA0152_MARKER: DB = BENCH MARK DISK
 BA0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0152_STAMPING: U 742 1943
 BA0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0152+STABILITY: SURFACE MOTION
 BA0152
 BA0152  HISTORY     - Date     Condition        Report By
 BA0152  HISTORY     - 1943     MONUMENTED       CGS
 BA0152  HISTORY     - 1967     GOOD             NGS
 BA0152
 BA0152                          STATION DESCRIPTION
 BA0152
 BA0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0152'25.35 MI S FROM PARK HEADQUARTERS.
 BA0152'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0152'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0152'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.4 MILES WEST ALONG
 BA0152'A DIRT ROAD, THENCE 4.45 MILES NORTHWEST ALONG AN ABANDONED ROAD, 28
 BA0152'FEET SOUTH OF THE CENTERLINE OF THE ROAD, ON THE WEST SIDE OF A MESA,
 BA0152'AT THE EAST END OF A CURVE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 BA0152'POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 BA0152'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0157 ***********************************************************************
 BP0157  DESIGNATION -  U 743
 BP0157  PID         -  BP0157
 BP0157  STATE/COUNTY-  TX/BREWSTER
 BP0157  USGS QUAD   -  FRESNO CREEK (1968)
 BP0157
 BP0157                         *CURRENT SURVEY CONTROL
 BP0157  ___________________________________________________________________
 BP0157* NAD 83(1986)-  30 05 50.     (N)    102 40 09.     (W)     SCALED    
 BP0157* NAVD 88     -       989.100  (meters)    3245.07   (feet)  ADJUSTED  
 BP0157  ___________________________________________________________________
 BP0157  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 BP0157  DYNAMIC HT  -         987.545 (meters)    3239.97  (feet)  COMP
 BP0157  MODELED GRAV-     979,036.2   (mgal)                       NAVD 88
 BP0157
 BP0157  VERT ORDER  -  FIRST     CLASS II
 BP0157
 BP0157.The horizontal coordinates were scaled from a topographic map and have
 BP0157.an estimated accuracy of +/- 6 seconds.
 BP0157
 BP0157.The orthometric height was determined by differential leveling
 BP0157.and adjusted by the National Geodetic Survey in June 1991..
 BP0157
 BP0157.The geoid height was determined by GEOID03.
 BP0157
 BP0157.The dynamic height is computed by dividing the NAVD 88
 BP0157.geopotential number by the normal gravity value computed on the
 BP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0157.degrees latitude (g = 980.6199 gals.).
 BP0157
 BP0157.The modeled gravity was interpolated from observed gravity values.
 BP0157
 BP0157;                    North         East    Units  Estimated Accuracy
 BP0157;SPC TXSC     - 4,256,450.      246,400.      MT  (+/- 180 meters Scaled)
 BP0157
 BP0157                          SUPERSEDED SURVEY CONTROL
 BP0157
 BP0157  NGVD 29 (??/??/92)  988.796  (m)         3244.07   (f) ADJ UNCH    1 2
 BP0157
 BP0157.Superseded values are not recommended for survey control.
 BP0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0157.See file dsdata.txt to determine how the superseded data were derived.
 BP0157
 BP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP246318(NAD 83)
 BP0157_MARKER: DB = BENCH MARK DISK
 BP0157_SETTING: 80 = SET IN A BOULDER
 BP0157_SP_SET: BOULDER
 BP0157_STAMPING: U 743 1943
 BP0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0157+STABILITY: SURFACE MOTION
 BP0157
 BP0157  HISTORY     - Date     Condition        Report By
 BP0157  HISTORY     - 1943     MONUMENTED       CGS
 BP0157  HISTORY     - 1958     GOOD             NGS
 BP0157
 BP0157                          STATION DESCRIPTION
 BP0157
 BP0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0157'6.8 MI S FROM LONGFELLOW.
 BP0157'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0157'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 5.8 MILES SOUTH ALONG
 BP0157'A DIRT ROAD.  IN THE TOP OF A 2X3-FOOT BOULDER, 50 FEET WEST-NORTHWEST
 BP0157'OF THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE SOUTH OF A ROCKY DRAW,
 BP0157'AT THE FOOT OF THE SOUTHEAST SIDE OF A KNOLL, ON THE INSIDE OF A
 BP0157'CURVE, 2 FEET EAST OF A CAIRN, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 BP0157'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0185 ***********************************************************************
 BB0185  DESIGNATION -  U 744
 BB0185  PID         -  BB0185
 BB0185  STATE/COUNTY-  TX/PRESIDIO
 BB0185  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0185
 BB0185                         *CURRENT SURVEY CONTROL
 BB0185  ___________________________________________________________________
 BB0185* NAD 83(1986)-  29 28 56.     (N)    104 00 18.     (W)     SCALED    
 BB0185* NAVD 88     -      1286.102  (meters)    4219.49   (feet)  ADJUSTED  
 BB0185  ___________________________________________________________________
 BB0185  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BB0185  DYNAMIC HT  -        1283.936 (meters)    4212.38  (feet)  COMP
 BB0185  MODELED GRAV-     978,913.8   (mgal)                       NAVD 88
 BB0185
 BB0185  VERT ORDER  -  FIRST     CLASS II
 BB0185
 BB0185.The horizontal coordinates were scaled from a topographic map and have
 BB0185.an estimated accuracy of +/- 6 seconds.
 BB0185
 BB0185.The orthometric height was determined by differential leveling
 BB0185.and adjusted by the National Geodetic Survey in June 1991..
 BB0185
 BB0185.The geoid height was determined by GEOID03.
 BB0185
 BB0185.The dynamic height is computed by dividing the NAVD 88
 BB0185.geopotential number by the normal gravity value computed on the
 BB0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0185.degrees latitude (g = 980.6199 gals.).
 BB0185
 BB0185.The modeled gravity was interpolated from observed gravity values.
 BB0185
 BB0185;                    North         East    Units  Estimated Accuracy
 BB0185;SPC TXSC     - 4,193,120.      114,810.      MT  (+/- 180 meters Scaled)
 BB0185
 BB0185                          SUPERSEDED SURVEY CONTROL
 BB0185
 BB0185  NGVD 29 (??/??/92) 1285.741  (m)         4218.30   (f) ADJ UNCH    1 2
 BB0185
 BB0185.Superseded values are not recommended for survey control.
 BB0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0185.See file dsdata.txt to determine how the superseded data were derived.
 BB0185
 BB0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN964618(NAD 83)
 BB0185_MARKER: DB = BENCH MARK DISK
 BB0185_SETTING: 80 = SET IN A BOULDER
 BB0185_SP_SET: BOULDER
 BB0185_STAMPING: U 744 1943
 BB0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0185+STABILITY: SURFACE MOTION
 BB0185
 BB0185  HISTORY     - Date     Condition        Report By
 BB0185  HISTORY     - 1943     MONUMENTED       CGS
 BB0185  HISTORY     - 1958     GOOD             NGS
 BB0185
 BB0185                          STATION DESCRIPTION
 BB0185
 BB0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0185'3.15 MI W FROM FOWLKES BROS RANCH.
 BB0185'ABOUT 3.15 MILES WEST ALONG A ROCKY WINDING TRAIL ROAD FROM THE
 BB0185'FOWLKES BROS. RANCH HOUSE, IN THE TOP OF THE NORTHEAST END OF AN 8 X
 BB0185'8-FOOT BOULDER PROJECTING 1 FOOT, 12 FEET SOUTHWEST OF THE CENTER LINE
 BB0185'OF THE ROAD, ABOUT 0.4 MILE SOUTHEAST OF THE CROSSING OF TWO WASHES,
 BB0185'ABOUT 101 YARDS NORTHWEST OF THE CREST OF A STEEP HILL, AND NEAR A
 BB0185'ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0003 ***********************************************************************
 BA0003  DESIGNATION -  U 745
 BA0003  PID         -  BA0003
 BA0003  STATE/COUNTY-  TX/BREWSTER
 BA0003  USGS QUAD   -  YELLOW HOUSE PEAK (1983)
 BA0003
 BA0003                         *CURRENT SURVEY CONTROL
 BA0003  ___________________________________________________________________
 BA0003* NAD 83(1986)-  29 48 58.     (N)    102 57 45.     (W)     SCALED    
 BA0003* NAVD 88     -       876.255  (meters)    2874.85   (feet)  ADJUSTED  
 BA0003  ___________________________________________________________________
 BA0003  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0003  DYNAMIC HT  -         874.880 (meters)    2870.34  (feet)  COMP
 BA0003  MODELED GRAV-     979,044.0   (mgal)                       NAVD 88
 BA0003
 BA0003  VERT ORDER  -  FIRST     CLASS II
 BA0003
 BA0003.The horizontal coordinates were scaled from a topographic map and have
 BA0003.an estimated accuracy of +/- 6 seconds.
 BA0003
 BA0003.The orthometric height was determined by differential leveling
 BA0003.and adjusted by the National Geodetic Survey in June 1991..
 BA0003
 BA0003.The geoid height was determined by GEOID03.
 BA0003
 BA0003.The dynamic height is computed by dividing the NAVD 88
 BA0003.geopotential number by the normal gravity value computed on the
 BA0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0003.degrees latitude (g = 980.6199 gals.).
 BA0003
 BA0003.The modeled gravity was interpolated from observed gravity values.
 BA0003
 BA0003;                    North         East    Units  Estimated Accuracy
 BA0003;SPC TXSC     - 4,226,230.      217,080.      MT  (+/- 180 meters Scaled)
 BA0003
 BA0003                          SUPERSEDED SURVEY CONTROL
 BA0003
 BA0003  NGVD 29 (??/??/92)  875.935  (m)         2873.80   (f) ADJ UNCH    1 2
 BA0003
 BA0003.Superseded values are not recommended for survey control.
 BA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0003.See file dsdata.txt to determine how the superseded data were derived.
 BA0003
 BA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP968001(NAD 83)
 BA0003_MARKER: DB = BENCH MARK DISK
 BA0003_SETTING: 66 = SET IN ROCK OUTCROP
 BA0003_SP_SET: ROCK OUTCROP
 BA0003_STAMPING: U 745 1943
 BA0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0003+STABILITY: POSITION/ELEVATION WELL
 BA0003
 BA0003  HISTORY     - Date     Condition        Report By
 BA0003  HISTORY     - 1943     MONUMENTED       CGS
 BA0003  HISTORY     - 1966     GOOD             NGS
 BA0003  HISTORY     - 1976     GOOD             USGS
 BA0003  HISTORY     - 20010331 GOOD             NGS
 BA0003
 BA0003                          STATION DESCRIPTION
 BA0003
 BA0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0003'19.1 MI NE FROM PERSIMMON GAP.
 BA0003'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0003'PERSIMMON GAP, THENCE 12.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0003'THENCE 0.65 MILES NORTHEAST ALONG THE OLD ROAD GRADE, IN THE TOP OF A
 BA0003'FLAT ROCK OUTCROP PROJECTING 1 FOOT ON THE NORTHWEST SIDE, 69 FEET
 BA0003'SOUTHEAST OF THE CENTERLINE OF THE ROAD, ON THE NORTHWEST EDGE OF A
 BA0003'HILL, ON THE OUTSIDE OF A SHARP CURVE, 209 FEET SOUTHWEST OF THE
 BA0003'CENTER OF A GATE AT A JOG IN A FENCE, AND 7 FEET ABOVE THE LEVEL OF
 BA0003'THE ROAD.
 BA0003
 BA0003                          STATION RECOVERY (1976)
 BA0003
 BA0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0003'THE MARK WAS FOUND IN GOOD CONDITION. TO REACH FROM SOUTH END OF THE
 BA0003'AIR STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO WEST ON THE
 BA0003'COUNTY ROAD FOR 3.7 MILES TO A WASH AND A DIRT SIDE ROAD RIGHT. TURN
 BA0003'RIGHT AND GO NORTHEAST, THEN EAST ON THE DIRT ROAD FOR 0.6 MILE TO
 BA0003'THE MARK ON THE RIGHT. THE MARK IS ABOUT 190 FEET SOUTH OF AN
 BA0003'EAST-WEST FENCE, 209 FEET SOUTHWEST OF THE CENTER OF A GATE IN A JOG
 BA0003'IN THE FENCE, 72 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND ABOUT 7
 BA0003'FEET HIGHER THAN THE ROAD. IT IS A STANDARD DISK CEMENTED IN A DRILL
 BA0003'HOLE IN A ROCK OUTCROP OF LIMESTONE, STAMPED U 745 1943.
 BA0003
 BA0003                          STATION RECOVERY (2001)
 BA0003
 BA0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0003'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0127 ***********************************************************************
 BA0127  DESIGNATION -  U 746
 BA0127  PID         -  BA0127
 BA0127  STATE/COUNTY-  TX/BREWSTER
 BA0127  USGS QUAD   -  REED CAMP (1971)
 BA0127
 BA0127                         *CURRENT SURVEY CONTROL
 BA0127  ___________________________________________________________________
 BA0127* NAD 83(1986)-  29 03 43.     (N)    103 19 29.     (W)     SCALED    
 BA0127* NAVD 88     -       682.955  (meters)    2240.66   (feet)  ADJUSTED  
 BA0127  ___________________________________________________________________
 BA0127  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BA0127  DYNAMIC HT  -         681.852 (meters)    2237.04  (feet)  COMP
 BA0127  MODELED GRAV-     979,007.9   (mgal)                       NAVD 88
 BA0127
 BA0127  VERT ORDER  -  FIRST     CLASS II
 BA0127
 BA0127.The horizontal coordinates were scaled from a topographic map and have
 BA0127.an estimated accuracy of +/- 6 seconds.
 BA0127
 BA0127.The orthometric height was determined by differential leveling
 BA0127.and adjusted by the National Geodetic Survey in June 1991..
 BA0127
 BA0127.The geoid height was determined by GEOID03.
 BA0127
 BA0127.The dynamic height is computed by dividing the NAVD 88
 BA0127.geopotential number by the normal gravity value computed on the
 BA0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0127.degrees latitude (g = 980.6199 gals.).
 BA0127
 BA0127.The modeled gravity was interpolated from observed gravity values.
 BA0127
 BA0127;                    North         East    Units  Estimated Accuracy
 BA0127;SPC TXSC     - 4,143,950.      179,000.      MT  (+/- 180 meters Scaled)
 BA0127
 BA0127                          SUPERSEDED SURVEY CONTROL
 BA0127
 BA0127  NGVD 29 (??/??/92)  682.568  (m)         2239.39   (f) ADJ UNCH    1 2
 BA0127
 BA0127.Superseded values are not recommended for survey control.
 BA0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0127.See file dsdata.txt to determine how the superseded data were derived.
 BA0127
 BA0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN630160(NAD 83)
 BA0127_MARKER: DB = BENCH MARK DISK
 BA0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0127_STAMPING: U 746 1943
 BA0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0127+STABILITY: SURFACE MOTION
 BA0127
 BA0127  HISTORY     - Date     Condition        Report By
 BA0127  HISTORY     - 1943     MONUMENTED       CGS
 BA0127  HISTORY     - 1958     GOOD             NGS
 BA0127
 BA0127                          STATION DESCRIPTION
 BA0127
 BA0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0127'18.7 MI SE FROM CASTOLON.
 BA0127'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0127'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0127'1.4 MILES NORTH ALONG AN ABANDONED CANYON ROAD.  39 FEET SOUTHWEST OF
 BA0127'THE CENTER LINE OF THE ABANDONED ROAD, ON THE OUTSIDE OF A CURVE, ON
 BA0127'THE NORTHEAST SLOPE OF A HILL, 3 FEET NORTHEAST OF A WHITE WOODEN
 BA0127'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 BA0127'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0189 ***********************************************************************
 BA0189  DESIGNATION -  U 747
 BA0189  PID         -  BA0189
 BA0189  STATE/COUNTY-  TX/BREWSTER
 BA0189  USGS QUAD   -  DAGGER FLAT (1971)
 BA0189
 BA0189                         *CURRENT SURVEY CONTROL
 BA0189  ___________________________________________________________________
 BA0189* NAD 83(1986)-  29 30 30.     (N)    103 07 17.     (W)     SCALED    
 BA0189* NAVD 88     -       900.676  (meters)    2954.97   (feet)  ADJUSTED  
 BA0189  ___________________________________________________________________
 BA0189  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 BA0189  DYNAMIC HT  -         899.232 (meters)    2950.23  (feet)  COMP
 BA0189  MODELED GRAV-     979,009.8   (mgal)                       NAVD 88
 BA0189
 BA0189  VERT ORDER  -  FIRST     CLASS II
 BA0189
 BA0189.The horizontal coordinates were scaled from a topographic map and have
 BA0189.an estimated accuracy of +/- 6 seconds.
 BA0189
 BA0189.The orthometric height was determined by differential leveling
 BA0189.and adjusted by the National Geodetic Survey in June 1991..
 BA0189
 BA0189.The geoid height was determined by GEOID03.
 BA0189
 BA0189.The dynamic height is computed by dividing the NAVD 88
 BA0189.geopotential number by the normal gravity value computed on the
 BA0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0189.degrees latitude (g = 980.6199 gals.).
 BA0189
 BA0189.The modeled gravity was interpolated from observed gravity values.
 BA0189
 BA0189;                    North         East    Units  Estimated Accuracy
 BA0189;SPC TXSC     - 4,192,670.      200,530.      MT  (+/- 180 meters Scaled)
 BA0189
 BA0189                          SUPERSEDED SURVEY CONTROL
 BA0189
 BA0189  NGVD 29 (??/??/92)  900.305  (m)         2953.75   (f) ADJ UNCH    1 2
 BA0189
 BA0189.Superseded values are not recommended for survey control.
 BA0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0189.See file dsdata.txt to determine how the superseded data were derived.
 BA0189
 BA0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN820657(NAD 83)
 BA0189_MARKER: DB = BENCH MARK DISK
 BA0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0189_STAMPING: U 747 1943
 BA0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0189+STABILITY: SURFACE MOTION
 BA0189
 BA0189  HISTORY     - Date     Condition        Report By
 BA0189  HISTORY     - 1943     MONUMENTED       CGS
 BA0189  HISTORY     - 1967     GOOD             NGS
 BA0189  HISTORY     - 20010331 GOOD             NGS
 BA0189
 BA0189                          STATION DESCRIPTION
 BA0189
 BA0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0189'11.9 MI S FROM PERSIMMON GAP.
 BA0189'ABOUT 11.9 MILES SOUTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0189'PERSIMMON GAP, 58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 BA0189'NORTH END OF A LONG CURVE, AT THE CREST OF A SMALL RISE, 2 FEET
 BA0189'NORTHEAST OF A WHITE WOODEN WITNESS POST, 5 FEET ABOVE THE LEVEL OF
 BA0189'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BA0189
 BA0189                          STATION RECOVERY (2001)
 BA0189
 BA0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0189'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0019 ***********************************************************************
 BA0019  DESIGNATION -  U 748
 BA0019  PID         -  BA0019
 BA0019  STATE/COUNTY-  TX/BREWSTER
 BA0019  USGS QUAD   -  PINE MOUNTAIN EAST (1983)
 BA0019
 BA0019                         *CURRENT SURVEY CONTROL
 BA0019  ___________________________________________________________________
 BA0019* NAD 83(1986)-  29 53 51.     (N)    102 46 14.     (W)     SCALED    
 BA0019* NAVD 88     -       921.257  (meters)    3022.49   (feet)  ADJUSTED  
 BA0019  ___________________________________________________________________
 BA0019  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BA0019  DYNAMIC HT  -         919.814 (meters)    3017.76  (feet)  COMP
 BA0019  MODELED GRAV-     979,045.4   (mgal)                       NAVD 88
 BA0019
 BA0019  VERT ORDER  -  FIRST     CLASS II
 BA0019
 BA0019.The horizontal coordinates were scaled from a topographic map and have
 BA0019.an estimated accuracy of +/- 6 seconds.
 BA0019
 BA0019.The orthometric height was determined by differential leveling
 BA0019.and adjusted by the National Geodetic Survey in June 1991..
 BA0019
 BA0019.The geoid height was determined by GEOID03.
 BA0019
 BA0019.The dynamic height is computed by dividing the NAVD 88
 BA0019.geopotential number by the normal gravity value computed on the
 BA0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0019.degrees latitude (g = 980.6199 gals.).
 BA0019
 BA0019.The modeled gravity was interpolated from observed gravity values.
 BA0019
 BA0019;                    North         East    Units  Estimated Accuracy
 BA0019;SPC TXSC     - 4,234,640.      235,920.      MT  (+/- 180 meters Scaled)
 BA0019
 BA0019                          SUPERSEDED SURVEY CONTROL
 BA0019
 BA0019  NGVD 29 (??/??/92)  920.944  (m)         3021.46   (f) ADJ UNCH    1 2
 BA0019
 BA0019.Superseded values are not recommended for survey control.
 BA0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0019.See file dsdata.txt to determine how the superseded data were derived.
 BA0019
 BA0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP152095(NAD 83)
 BA0019_MARKER: DB = BENCH MARK DISK
 BA0019_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0019_SP_SET: UNSPEC ROCK
 BA0019_STAMPING: U 748 1943
 BA0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0019
 BA0019  HISTORY     - Date     Condition        Report By
 BA0019  HISTORY     - 1943     MONUMENTED       CGS
 BA0019  HISTORY     - 1958     GOOD             NGS
 BA0019
 BA0019                          STATION DESCRIPTION
 BA0019
 BA0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0019'7.35 MI SW FROM SLAUGHTER RANCH HDQ.
 BA0019'ABOUT 6.25 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE SLAUGHTER RANCH
 BA0019'HDQ., THENCE 1.1 MILES SOUTH ALONG A TRAIL ROAD, IN THE TOP OF A
 BA0019'LIMESTONE ROCK PROJECTING 6 INCHES, 121 FEET EAST OF THE CENTER LINE
 BA0019'OF THE ROAD, ABOUT 0.15 MILE NORTH-NORTHWEST OF A HOUSE WITH A RED
 BA0019'TOP, ABOUT 0.1 MILE NORTH OF A GATE ACROSS THE ROAD, ON THE NORTHEAST
 BA0019'SLOPE OF A HILL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0204 ***********************************************************************
 BA0204  DESIGNATION -  U 749
 BA0204  PID         -  BA0204
 BA0204  STATE/COUNTY-  TX/PRESIDIO
 BA0204  USGS QUAD   -  LAJITAS (1971)
 BA0204
 BA0204                         *CURRENT SURVEY CONTROL
 BA0204  ___________________________________________________________________
 BA0204* NAD 83(1986)-  29 20 39.     (N)    103 49 44.     (W)     SCALED    
 BA0204* NAVD 88     -       846.770  (meters)    2778.11   (feet)  POSTED    
 BA0204  ___________________________________________________________________
 BA0204  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BA0204  DYNAMIC HT  -         845.390 (meters)    2773.58  (feet)  COMP
 BA0204  MODELED GRAV-     978,989.8   (mgal)                       NAVD 88
 BA0204
 BA0204  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0204
 BA0204.The horizontal coordinates were scaled from a topographic map and have
 BA0204.an estimated accuracy of +/- 6 seconds.
 BA0204
 BA0204.The orthometric height was determined by differential leveling
 BA0204.and adjusted by the National Geodetic Survey in 1992..
 BA0204.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0204.rate of 4.1 thru 8.0 mm/km.
 BA0204
 BA0204.The geoid height was determined by GEOID03.
 BA0204
 BA0204.The dynamic height is computed by dividing the NAVD 88
 BA0204.geopotential number by the normal gravity value computed on the
 BA0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0204.degrees latitude (g = 980.6199 gals.).
 BA0204
 BA0204.The modeled gravity was interpolated from observed gravity values.
 BA0204
 BA0204;                    North         East    Units  Estimated Accuracy
 BA0204;SPC TXSC     - 4,177,120.      131,240.      MT  (+/- 180 meters Scaled)
 BA0204
 BA0204                          SUPERSEDED SURVEY CONTROL
 BA0204
 BA0204  NGVD 29 (??/??/92)  846.408  (m)         2776.92   (f) ADJ UNCH    1 2
 BA0204
 BA0204.Superseded values are not recommended for survey control.
 BA0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0204.See file dsdata.txt to determine how the superseded data were derived.
 BA0204
 BA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN136466(NAD 83)
 BA0204_MARKER: DB = BENCH MARK DISK
 BA0204_SETTING: 80 = SET IN A BOULDER
 BA0204_SP_SET: SANDSTONE BOULDER
 BA0204_STAMPING: U 749 1943
 BA0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0204+STABILITY: SURFACE MOTION
 BA0204
 BA0204  HISTORY     - Date     Condition        Report By
 BA0204  HISTORY     - 1943     MONUMENTED       CGS
 BA0204  HISTORY     - 1958     GOOD             NGS
 BA0204  HISTORY     - 1971     MARK NOT FOUND   USGS
 BA0204
 BA0204                          STATION DESCRIPTION
 BA0204
 BA0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0204'0.9 MI W FROM FRESNO MINE OFFICE.
 BA0204'ABOUT 0.9 MILE WEST ALONG A GRADED DIRT ROAD FROM THE FRESNO MINE
 BA0204'OFFICE, IN THE TOP OF THE EAST END OF A 6X12-FOOT SANDSTONE BOULDER,
 BA0204'89 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ON THE EAST BANK OF
 BA0204'FRESNO CREEK, ABOUT 0.15 MILE SOUTHWEST OF AN OLD SMELTER HOUSE, ABOUT
 BA0204'5 FEET ABOVE THE ROAD, AND 4 FEET ABOVE THE GROUND.
 BA0204
 BA0204                          STATION RECOVERY (1971)
 BA0204
 BA0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BA0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0520 ***********************************************************************
 CA0520  DESIGNATION -  U 75
 CA0520  PID         -  CA0520
 CA0520  STATE/COUNTY-  TX/MCCULLOCH
 CA0520  USGS QUAD   -  BRADY NORTH (1987)
 CA0520
 CA0520                         *CURRENT SURVEY CONTROL
 CA0520  ___________________________________________________________________
 CA0520* NAD 83(1986)-  31 09 22.     (N)    099 16 25.     (W)     SCALED    
 CA0520* NAVD 88     -       524.774  (meters)    1721.70   (feet)  ADJUSTED  
 CA0520  ___________________________________________________________________
 CA0520  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CA0520  DYNAMIC HT  -         524.068 (meters)    1719.38  (feet)  COMP
 CA0520  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 CA0520
 CA0520  VERT ORDER  -  FIRST     CLASS II
 CA0520
 CA0520.The horizontal coordinates were scaled from a topographic map and have
 CA0520.an estimated accuracy of +/- 6 seconds.
 CA0520
 CA0520.The orthometric height was determined by differential leveling
 CA0520.and adjusted by the National Geodetic Survey in June 1991..
 CA0520
 CA0520.The geoid height was determined by GEOID03.
 CA0520
 CA0520.The dynamic height is computed by dividing the NAVD 88
 CA0520.geopotential number by the normal gravity value computed on the
 CA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0520.degrees latitude (g = 980.6199 gals.).
 CA0520
 CA0520.The modeled gravity was interpolated from observed gravity values.
 CA0520
 CA0520;                    North         East    Units  Estimated Accuracy
 CA0520;SPC TX C     - 3,165,590.      801,030.      MT  (+/- 180 meters Scaled)
 CA0520
 CA0520                          SUPERSEDED SURVEY CONTROL
 CA0520
 CA0520  NGVD 29 (??/??/92)  524.704  (m)         1721.47   (f) ADJ UNCH    1 2
 CA0520
 CA0520.Superseded values are not recommended for survey control.
 CA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0520.See file dsdata.txt to determine how the superseded data were derived.
 CA0520
 CA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV739469(NAD 83)
 CA0520_MARKER: DB = BENCH MARK DISK
 CA0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0520_STAMPING: 1721.466 U 75 1931
 CA0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0520+STABILITY: SURFACE MOTION
 CA0520
 CA0520  HISTORY     - Date     Condition        Report By
 CA0520  HISTORY     - 1931     MONUMENTED       CGS
 CA0520  HISTORY     - 1960     GOOD             NGS
 CA0520  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0520  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CA0520
 CA0520                          STATION DESCRIPTION
 CA0520
 CA0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CA0520'IN HUNDLEY.
 CA0520'AT HUNDLEY, MCCULLOCH COUNTY, AT THE CROSSING OF THE OLD FORT WORTH
 CA0520'AND RIO GRANDE RAILWAY AND THE GULF, COLORADO AND SANTA FE RAILWAY,
 CA0520'ONE POLE WEST OF G.C. AND S.F. RY. MILEPOST 62, 125 FEET SOUTH OF U.
 CA0520'S. HIGHWAY 190, 60 FEET NORTH OF THE FT.W. AND R.G.RY) TRACK, AND 50
 CA0520'FEET SOUTH OF THE G.C. AND S.F.RY. TRACK.  A STANDARD DISK, STAMPED
 CA0520'1721.466 U 75 1931 AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 4
 CA0520'INCHES ABOVE GROUND.
 CA0520
 CA0520                          STATION RECOVERY (1981)
 CA0520
 CA0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0520'MARK NOT FOUND.
 CA0520
 CA0520                          STATION RECOVERY (1999)
 CA0520
 CA0520'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0230 ***********************************************************************
 BA0230  DESIGNATION -  U 750
 BA0230  PID         -  BA0230
 BA0230  STATE/COUNTY-  TX/BREWSTER
 BA0230  USGS QUAD   -  CASTOLON (1971)
 BA0230
 BA0230                         *CURRENT SURVEY CONTROL
 BA0230  ___________________________________________________________________
 BA0230* NAD 83(1986)-  29 12 22.     (N)    103 33 03.     (W)     SCALED    
 BA0230* NAVD 88     -       716.531  (meters)    2350.82   (feet)  ADJUSTED  
 BA0230  ___________________________________________________________________
 BA0230  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BA0230  DYNAMIC HT  -         715.375 (meters)    2347.03  (feet)  COMP
 BA0230  MODELED GRAV-     979,008.4   (mgal)                       NAVD 88
 BA0230
 BA0230  VERT ORDER  -  FIRST     CLASS II
 BA0230
 BA0230.The horizontal coordinates were scaled from a topographic map and have
 BA0230.an estimated accuracy of +/- 6 seconds.
 BA0230
 BA0230.The orthometric height was determined by differential leveling
 BA0230.and adjusted by the National Geodetic Survey in June 1991..
 BA0230
 BA0230.The geoid height was determined by GEOID03.
 BA0230
 BA0230.The dynamic height is computed by dividing the NAVD 88
 BA0230.geopotential number by the normal gravity value computed on the
 BA0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0230.degrees latitude (g = 980.6199 gals.).
 BA0230
 BA0230.The modeled gravity was interpolated from observed gravity values.
 BA0230
 BA0230;                    North         East    Units  Estimated Accuracy
 BA0230;SPC TXSC     - 4,160,750.      157,630.      MT  (+/- 180 meters Scaled)
 BA0230
 BA0230                          SUPERSEDED SURVEY CONTROL
 BA0230
 BA0230  NGVD 29 (??/??/92)  716.114  (m)         2349.45   (f) ADJ UNCH    1 2
 BA0230
 BA0230.Superseded values are not recommended for survey control.
 BA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0230.See file dsdata.txt to determine how the superseded data were derived.
 BA0230
 BA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN408316(NAD 83)
 BA0230_MARKER: DB = BENCH MARK DISK
 BA0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0230_STAMPING: U 750 1943
 BA0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0230+STABILITY: SURFACE MOTION
 BA0230
 BA0230  HISTORY     - Date     Condition        Report By
 BA0230  HISTORY     - 1943     MONUMENTED       CGS
 BA0230  HISTORY     - 1958     GOOD             NGS
 BA0230
 BA0230                          STATION DESCRIPTION
 BA0230
 BA0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0230'7.0 MI NW FROM CASTOLON.
 BA0230'ABOUT 7.0 MILES NORTHWEST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0230'OFFICE AT CASTOLON, 33 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BA0230'ABOUT 0.6 MILE SOUTHEAST OF THE JUNCTION OF A GRADED DIRT ROAD, 2 1/2
 BA0230'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 BA0230'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BA0230'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0037 ***********************************************************************
 AW0037  DESIGNATION -  U 751
 AW0037  PID         -  AW0037
 AW0037  STATE/COUNTY-  TX/BRAZORIA
 AW0037  USGS QUAD   -  DANBURY (1974)
 AW0037
 AW0037                         *CURRENT SURVEY CONTROL
 AW0037  ___________________________________________________________________
 AW0037* NAD 83(1986)-  29 08 47.     (N)    095 15 58.     (W)     SCALED    
 AW0037* NAVD 88     -         1.89   (+/-2cm)       6.2    (feet)  VERTCON   
 AW0037  ___________________________________________________________________
 AW0037  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW0037
 AW0037  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0037
 AW0037.The horizontal coordinates were scaled from a topographic map and have
 AW0037.an estimated accuracy of +/- 6 seconds.
 AW0037
 AW0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0037.The vertical order pertains to the NGVD 29 superseded value.
 AW0037
 AW0037.The geoid height was determined by GEOID03.
 AW0037
 AW0037;                    North         East    Units  Estimated Accuracy
 AW0037;SPC TXSC     - 4,151,320.      963,200.      MT  (+/- 180 meters Scaled)
 AW0037
 AW0037                          SUPERSEDED SURVEY CONTROL
 AW0037
 AW0037  NGVD 29 (??/??/92)    1.890  (m)            6.20   (f) ADJ UNCH    1 1
 AW0037
 AW0037.Superseded values are not recommended for survey control.
 AW0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0037.See file dsdata.txt to determine how the superseded data were derived.
 AW0037
 AW0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN795263(NAD 83)
 AW0037_MARKER: DB = BENCH MARK DISK
 AW0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0037_STAMPING: U 751 1942
 AW0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0037+STABILITY: SURFACE MOTION
 AW0037
 AW0037  HISTORY     - Date     Condition        Report By
 AW0037  HISTORY     - 1942     MONUMENTED       CGS
 AW0037  HISTORY     - 1973     GOOD             NGS
 AW0037  HISTORY     - 1978     GOOD             NGS
 AW0037  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0037  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0037  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0037
 AW0037                          STATION DESCRIPTION
 AW0037
 AW0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0037'7.75 MI SE FROM DANBURY.
 AW0037'0.3 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY,
 AW0037'THENCE 0.15 MILE NORTHEAST ALONG FIRST STREET, THENCE 0.6 MILE
 AW0037'SOUTHEAST ALONG COUNTY ROAD 211, THENCE 6.7 MILES SOUTHEAST ALONG
 AW0037'COUNTY ROAD 208, 0.6 MILE NORTHWEST OF THE JUNCTION OF COUNTY ROAD
 AW0037'227, 1.35 MILES SOUTHEAST OF THE JUNCTION OF FARM ROAD 2004, 7 POLES
 AW0037'NORTHWEST OF A RIGHT-ANGLE-TURN IN A POWER LINE, 33 1/2 FEET SOUTHWEST
 AW0037'OF THE CENTER LINE OF THE ROAD, 113 FEET SOUTHEAST OF THE SOUTHWEST
 AW0037'END OF A WOODEN CULVERT, 3.2 FEET NORTHEAST OF A FENCE, 3 1/2 FEET
 AW0037'NORTHWEST OF A POWER POLE, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 AW0037'2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW0037'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW0037
 AW0037                          STATION RECOVERY (1978)
 AW0037
 AW0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0037'RECOVERED IN GOOD CONDITION.
 AW0037
 AW0037                          STATION RECOVERY (1987)
 AW0037
 AW0037'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0037'MARK NOT FOUND.
 AW0037
 AW0037                          STATION RECOVERY (1987)
 AW0037
 AW0037'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0037'MARK NOT FOUND.
 AW0037
 AW0037                          STATION RECOVERY (1990)
 AW0037
 AW0037'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0537 ***********************************************************************
 AW0537  DESIGNATION -  U 752 RESET 1961
 AW0537  PID         -  AW0537
 AW0537  STATE/COUNTY-  TX/GALVESTON
 AW0537  USGS QUAD   -  HITCHCOCK (1974)
 AW0537
 AW0537                         *CURRENT SURVEY CONTROL
 AW0537  ___________________________________________________________________
 AW0537* NAD 83(1986)-  29 20 10.     (N)    095 04 52.     (W)     SCALED    
 AW0537* NAVD 88     -         6.63   (+/-2cm)      21.8    (feet)  VERTCON   
 AW0537  ___________________________________________________________________
 AW0537  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW0537
 AW0537  VERT ORDER  -  THIRD (See Below)
 AW0537
 AW0537.The horizontal coordinates were scaled from a topographic map and have
 AW0537.an estimated accuracy of +/- 6 seconds.
 AW0537
 AW0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0537.The vertical order pertains to the NGVD 29 superseded value.
 AW0537
 AW0537.The geoid height was determined by GEOID03.
 AW0537
 AW0537;                    North         East    Units  Estimated Accuracy
 AW0537;SPC TXSC     - 4,172,920.      980,490.      MT  (+/- 180 meters Scaled)
 AW0537
 AW0537                          SUPERSEDED SURVEY CONTROL
 AW0537
 AW0537  NGVD 29 (??/??/??)    6.63   (m)           21.8    (f) RESET       3  
 AW0537
 AW0537.Superseded values are not recommended for survey control.
 AW0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0537.See file dsdata.txt to determine how the superseded data were derived.
 AW0537
 AW0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN979470(NAD 83)
 AW0537_MARKER: DB = BENCH MARK DISK
 AW0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0537_STAMPING: U 752 RESET 1961
 AW0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0537+STABILITY: SURFACE MOTION
 AW0537
 AW0537  HISTORY     - Date     Condition        Report By
 AW0537  HISTORY     - 1961     MONUMENTED       CGS
 AW0537  HISTORY     - 1964     GOOD             NGS
 AW0537  HISTORY     - 1978     GOOD             NGS
 AW0537  HISTORY     - 20000310 GOOD             USPSQD
 AW0537  HISTORY     - 20030719 MARK NOT FOUND   USPSQD
 AW0537
 AW0537                          STATION DESCRIPTION
 AW0537
 AW0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0537'2.45 MI S FROM ALTA LOMA.
 AW0537'2.45 MILES SOUTH ALONG FARM ROAD 1561 FROM THE GULF, COLORADO, AND
 AW0537'SANTA FE RAILWAY STATION AT ALTA LOMA, 43 FEET WEST OF THE CENTER LINE
 AW0537'OF THE ROAD, 80 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE
 AW0537'NUMBERED 7614, 6 1/2 FEET NORTHWEST OF A POWER POLE BEARING A
 AW0537'TRANSFORMER, 23 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 4
 AW0537'FEET WEST OF A CORNER FENCE POST, ABOUT LEVEL WITH THE ROAD, AND SET
 AW0537'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW0537
 AW0537                          STATION RECOVERY (1978)
 AW0537
 AW0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0537'2.4 MILES SOUTH ALONG PAVED FARM ROAD 646 FROM ITS JUNCTION WITH
 AW0537'THE GULF, COLORADO AND SANTA FE RAILROAD TRACKS AT ALTA LOMA,
 AW0537'43 FT WEST OF THE CENTER LINE OF THE FARM ROAD, 80 FT NORTHEAST
 AW0537'OF THE NORTHEAST CORNER OF HOUSE NUMBER 7614, 6.5 FT NORTHWEST
 AW0537'OF A POWER POLE BEARING A TRANSFORMER, 23 FT NORTH OF THE CENTER
 AW0537'OF A PRIVATE DRIVEWAY.
 AW0537
 AW0537                          STATION RECOVERY (2000)
 AW0537
 AW0537'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW0537'RECOVERED IN GOOD CONDITION.
 AW0537
 AW0537                          STATION RECOVERY (2003)
 AW0537
 AW0537'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1201 ***********************************************************************
 AW1201  DESIGNATION -  U 754
 AW1201  PID         -  AW1201
 AW1201  STATE/COUNTY-  TX/BRAZORIA
 AW1201  USGS QUAD   -  SWEENY (1972)
 AW1201
 AW1201                         *CURRENT SURVEY CONTROL
 AW1201  ___________________________________________________________________
 AW1201* NAD 83(1986)-  29 02 09.     (N)    095 42 58.     (W)     SCALED    
 AW1201* NAVD 88     -         9.38   (+/-2cm)      30.8    (feet)  VERTCON   
 AW1201  ___________________________________________________________________
 AW1201  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW1201
 AW1201  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1201
 AW1201.The horizontal coordinates were scaled from a topographic map and have
 AW1201.an estimated accuracy of +/- 6 seconds.
 AW1201
 AW1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1201.The vertical order pertains to the NGVD 29 superseded value.
 AW1201
 AW1201.The geoid height was determined by GEOID03.
 AW1201
 AW1201;                    North         East    Units  Estimated Accuracy
 AW1201;SPC TXSC     - 4,137,760.      919,790.      MT  (+/- 180 meters Scaled)
 AW1201
 AW1201                          SUPERSEDED SURVEY CONTROL
 AW1201
 AW1201  NGVD 29 (??/??/92)    9.403  (m)           30.85   (f) ADJ UNCH    1 1
 AW1201
 AW1201.Superseded values are not recommended for survey control.
 AW1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1201.See file dsdata.txt to determine how the superseded data were derived.
 AW1201
 AW1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN354150(NAD 83)
 AW1201_MARKER: DB = BENCH MARK DISK
 AW1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1201_STAMPING: U 754 1943
 AW1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1201+STABILITY: SURFACE MOTION
 AW1201
 AW1201  HISTORY     - Date     Condition        Report By
 AW1201  HISTORY     - 1943     MONUMENTED       CGS
 AW1201  HISTORY     - 1972     GOOD             NGS
 AW1201  HISTORY     - 1978     GOOD             NGS
 AW1201  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1201
 AW1201                          STATION DESCRIPTION
 AW1201
 AW1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1201'1.1 MI W FROM SWEENY.
 AW1201'1.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW1201'SWEENY, ABOUT 0.25 MILE WEST OF MILEPOLE 300, AT THE CROSSING OF A
 AW1201'SHELL ROAD, 46.0 FEET NORTH OF THE NORTH RAIL, 30.0 FEET EAST OF THE
 AW1201'CENTER LINE OF THE ROAD, 8 FEET SOUTHWEST OF A TELEPHONE POLE, 10 FEET
 AW1201'WEST OF A FENCE CORNER POST, 0.6 FOOT SOUTH OF A WITNESS POST, ABOUT 3
 AW1201'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 AW1201'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1201
 AW1201                          STATION RECOVERY (1978)
 AW1201
 AW1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1201'RECOVERED IN GOOD CONDITION.
 AW1201
 AW1201                          STATION RECOVERY (1988)
 AW1201
 AW1201'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0167 ***********************************************************************
 AM0167  DESIGNATION -  U 755
 AM0167  PID         -  AM0167
 AM0167  STATE/COUNTY-  TX/MATAGORDA
 AM0167  USGS QUAD   -  WADSWORTH (1972)
 AM0167
 AM0167                         *CURRENT SURVEY CONTROL
 AM0167  ___________________________________________________________________
 AM0167* NAD 83(1986)-  28 51 24.     (N)    095 56 31.     (W)     SCALED    
 AM0167* NAVD 88     -        10.32   (+/-2cm)      33.9    (feet)  VERTCON   
 AM0167  ___________________________________________________________________
 AM0167  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AM0167
 AM0167  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0167
 AM0167.The horizontal coordinates were scaled from a topographic map and have
 AM0167.an estimated accuracy of +/- 6 seconds.
 AM0167
 AM0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0167.The vertical order pertains to the NGVD 29 superseded value.
 AM0167
 AM0167.The geoid height was determined by GEOID03.
 AM0167
 AM0167;                    North         East    Units  Estimated Accuracy
 AM0167;SPC TXSC     - 4,117,310.      898,320.      MT  (+/- 180 meters Scaled)
 AM0167
 AM0167                          SUPERSEDED SURVEY CONTROL
 AM0167
 AM0167  NGVD 29 (??/??/92)   10.357  (m)           33.98   (f) ADJ UNCH    1 2
 AM0167
 AM0167.Superseded values are not recommended for survey control.
 AM0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0167.See file dsdata.txt to determine how the superseded data were derived.
 AM0167
 AM0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM129956(NAD 83)
 AM0167_MARKER: DB = BENCH MARK DISK
 AM0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0167_STAMPING: U 755 1943
 AM0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0167+STABILITY: SURFACE MOTION
 AM0167
 AM0167  HISTORY     - Date     Condition        Report By
 AM0167  HISTORY     - 1943     MONUMENTED       CGS
 AM0167  HISTORY     - 1951     GOOD             NGS
 AM0167  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0167  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0167
 AM0167                          STATION DESCRIPTION
 AM0167
 AM0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0167'1.6 MI N FROM WADSWORTH.
 AM0167'1.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0167'THE STATION AT WADSWORTH, AT RYMERS SIDING, 135 FEET SOUTHWEST OF AND
 AM0167'ACROSS THE TRACK FROM MILEPOST 78, 58 FEET NORTHWEST OF THE CENTER OF
 AM0167'A SHELL ROAD CROSSING, 38 FEET NORTH OF THE CENTER LINE OF THE SHELL
 AM0167'ROAD, 44.5 FEET WEST OF THE WEST RAIL, 1.5 FEET EAST OF A FENCE, 3
 AM0167'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AM0167'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AM0167
 AM0167                          STATION RECOVERY (1978)
 AM0167
 AM0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0167'NOT RECOVERED ON THIS DATE.
 AM0167
 AM0167                          STATION RECOVERY (1998)
 AM0167
 AM0167'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4352 ***********************************************************************
 AW4352  DESIGNATION -  U 756
 AW4352  PID         -  AW4352
 AW4352  STATE/COUNTY-  TX/BRAZORIA
 AW4352  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4352
 AW4352                         *CURRENT SURVEY CONTROL
 AW4352  ___________________________________________________________________
 AW4352* NAD 83(1986)-  29 08 35.     (N)    095 38 00.     (W)     SCALED    
 AW4352* NAVD 88     -         9.27   (+/-2cm)      30.4    (feet)  VERTCON   
 AW4352  ___________________________________________________________________
 AW4352  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW4352
 AW4352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4352
 AW4352.The horizontal coordinates were scaled from a topographic map and have
 AW4352.an estimated accuracy of +/- 6 seconds.
 AW4352
 AW4352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4352.The vertical order pertains to the NGVD 29 superseded value.
 AW4352
 AW4352.The geoid height was determined by GEOID03.
 AW4352
 AW4352;                    North         East    Units  Estimated Accuracy
 AW4352;SPC TXSC     - 4,149,870.      927,500.      MT  (+/- 180 meters Scaled)
 AW4352
 AW4352                          SUPERSEDED SURVEY CONTROL
 AW4352
 AW4352  NGVD 29 (??/??/92)    9.283  (m)           30.46   (f) ADJ UNCH    2 0
 AW4352
 AW4352.Superseded values are not recommended for survey control.
 AW4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4352.See file dsdata.txt to determine how the superseded data were derived.
 AW4352
 AW4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN438267(NAD 83)
 AW4352_MARKER: DB = BENCH MARK DISK
 AW4352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4352_STAMPING: U 756 1943
 AW4352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4352+STABILITY: SURFACE MOTION
 AW4352
 AW4352  HISTORY     - Date     Condition        Report By
 AW4352  HISTORY     - 1943     MONUMENTED       CGS
 AW4352
 AW4352                          STATION DESCRIPTION
 AW4352
 AW4352'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4352'0.7 MI E FROM WEST COLUMBIA.
 AW4352'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED EASTERLY
 AW4352'0.7 MILE ALONG STATE HIGHWAY NO. 35 TO SITE OF BENCH MARK.  BENCH MARK
 AW4352'IS ABOUT 0.2 MILE EAST OF THE WEST COLUMBIA CITY LIMIT, ABOUT 0.1 MILE
 AW4352'WEST OF WHERE A POWER LINE CROSSES DIAGONALLY ACROSS THE HIGHWAY, 56.0
 AW4352'FEET WEST OF THE CENTERLINE OF A GATE AND WOODEN BRIDGE AT A PRIVATE
 AW4352'DRIVE, 46.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AW4352'CENTERLINE OF THE HIGHWAY, 25.0 FEET SOUTHWEST OF A LARGE TREE, 3.0
 AW4352'FEET EAST OF A T FENCE CORNER AND 3.0 FEET WEST OF A 4 BY 4 INCH
 AW4352'WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 0.2 FOOT, AND SET IN A
 AW4352'CONCRETE POST.  NOTE-- (ALSO ABOUT 1.0 MILE WEST OF EAST COLUMBIA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4289 ***********************************************************************
 AW4289  DESIGNATION -  U 757
 AW4289  PID         -  AW4289
 AW4289  STATE/COUNTY-  TX/MATAGORDA
 AW4289  USGS QUAD   -  VAN VLECK (1980)
 AW4289
 AW4289                         *CURRENT SURVEY CONTROL
 AW4289  ___________________________________________________________________
 AW4289* NAD 83(1986)-  29 07 08.     (N)    095 52 49.     (W)     SCALED    
 AW4289* NAVD 88     -        14.96   (+/-2cm)      49.1    (feet)  VERTCON   
 AW4289  ___________________________________________________________________
 AW4289  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW4289
 AW4289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4289
 AW4289.The horizontal coordinates were scaled from a topographic map and have
 AW4289.an estimated accuracy of +/- 6 seconds.
 AW4289
 AW4289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4289.The vertical order pertains to the NGVD 29 superseded value.
 AW4289
 AW4289.The geoid height was determined by GEOID03.
 AW4289
 AW4289;                    North         East    Units  Estimated Accuracy
 AW4289;SPC TXSC     - 4,146,520.      903,560.      MT  (+/- 180 meters Scaled)
 AW4289
 AW4289                          SUPERSEDED SURVEY CONTROL
 AW4289
 AW4289  NGVD 29 (??/??/92)   14.977  (m)           49.14   (f) ADJ UNCH    2 0
 AW4289
 AW4289.Superseded values are not recommended for survey control.
 AW4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4289.See file dsdata.txt to determine how the superseded data were derived.
 AW4289
 AW4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN197245(NAD 83)
 AW4289_MARKER: DB = BENCH MARK DISK
 AW4289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4289_STAMPING: U 757 1943
 AW4289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4289+STABILITY: SURFACE MOTION
 AW4289
 AW4289  HISTORY     - Date     Condition        Report By
 AW4289  HISTORY     - 1943     MONUMENTED       CGS
 AW4289  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4289  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4289
 AW4289                          STATION DESCRIPTION
 AW4289
 AW4289'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4289'4.7 MI S FROM PLEDGER.
 AW4289'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED
 AW4289'SOUTHERLY 4.7 MILES ALONG CONCRETE HALF-SLAB ROAD TO SITE OF BENCH
 AW4289'MARK.  BENCH MARK IS ABOUT 1.1 MILES NORTH OF THE GENERAL STORE AND
 AW4289'POST OFFICE AT ASHWOOD, ABOUT 0.2 MILE SOUTH OF A TRIPLE-ARCH CONCRETE
 AW4289'CULVERT, 51.0 FEET EAST OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF
 AW4289'THE HALF-SLAB ROAD, 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST
 AW4289'AND 1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE. MONUMENT PROJECTS ABOUT
 AW4289'0.6 FOOT, AND SET IN A CONCRETE POST.
 AW4289
 AW4289                          STATION RECOVERY (1999)
 AW4289
 AW4289'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4289'MARK NOT FOUND.
 AW4289
 AW4289                          STATION RECOVERY (2004)
 AW4289
 AW4289'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0449 ***********************************************************************
 AX0449  DESIGNATION -  U 758
 AX0449  PID         -  AX0449
 AX0449  STATE/COUNTY-  TX/WHARTON
 AX0449  USGS QUAD   -  WHARTON (1980)
 AX0449
 AX0449                         *CURRENT SURVEY CONTROL
 AX0449  ___________________________________________________________________
 AX0449* NAD 83(1986)-  29 19 13.     (N)    096 04 38.     (W)     SCALED    
 AX0449* NAVD 88     -        30.81   (+/-2cm)     101.1    (feet)  VERTCON   
 AX0449  ___________________________________________________________________
 AX0449  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0449
 AX0449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0449
 AX0449.The horizontal coordinates were scaled from a topographic map and have
 AX0449.an estimated accuracy of +/- 6 seconds.
 AX0449
 AX0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0449.The vertical order pertains to the NGVD 29 superseded value.
 AX0449
 AX0449.The geoid height was determined by GEOID03.
 AX0449
 AX0449;                    North         East    Units  Estimated Accuracy
 AX0449;SPC TXSC     - 4,168,340.      883,840.      MT  (+/- 180 meters Scaled)
 AX0449
 AX0449                          SUPERSEDED SURVEY CONTROL
 AX0449
 AX0449  NGVD 29 (??/??/92)   30.816  (m)          101.10   (f) ADJ UNCH    2 0
 AX0449
 AX0449.Superseded values are not recommended for survey control.
 AX0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0449.See file dsdata.txt to determine how the superseded data were derived.
 AX0449
 AX0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT838470(NAD 83)
 AX0449_MARKER: DB = BENCH MARK DISK
 AX0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0449_STAMPING: U 758 1943
 AX0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0449+STABILITY: SURFACE MOTION
 AX0449
 AX0449  HISTORY     - Date     Condition        Report By
 AX0449  HISTORY     - 1943     MONUMENTED       CGS
 AX0449  HISTORY     - 1959     GOOD             NGS
 AX0449
 AX0449                          STATION DESCRIPTION
 AX0449
 AX0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0449'2.0 MI NE FROM WHARTON.
 AX0449'TO REACH FROM THE WHARTON COUNTY COURT HOUSE AT WHARTON.  PROCEED
 AX0449'NORTHERLY 1.0 MILE ALONG FULTON STREET TO THE CROSSING OF THE SOUTHERN
 AX0449'PACIFIC RAILROAD, THENCE EASTERLY 1.0 MILE ALONG CONCRETE ROAD
 AX0449'PARALLELING RAILROAD TO THE WHARTON MUNICIPUL AIRPORT AND SITE OF
 AX0449'BENCH MARK.  BENCH MARK IS AT THE SOUTHWEST CORNER OF AN AUTOMOBILE
 AX0449'PARKWAY AT AIRPORT, 26.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AX0449'AIRPORT OFFICE AND 3.0 FEET WEST OF A STEEL MAST OF WIND-SOCK.
 AX0449'MONUMENT PROJECTS ABOUT 0.2 FOOT, AND SET IN A CONCRETE POST.
 AX0449
 AX0449                          STATION RECOVERY (1959)
 AX0449
 AX0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AX0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0226 ***********************************************************************
 BN0226  DESIGNATION -  U 76
 BN0226  PID         -  BN0226
 BN0226  STATE/COUNTY-  TX/MCCULLOCH
 BN0226  USGS QUAD   -  KATEMCY (1970)
 BN0226
 BN0226                         *CURRENT SURVEY CONTROL
 BN0226  ___________________________________________________________________
 BN0226* NAD 83(1986)-  30 57 58.     (N)    099 16 30.     (W)     SCALED    
 BN0226* NAVD 88     -       529.335  (meters)    1736.66   (feet)  ADJUSTED  
 BN0226  ___________________________________________________________________
 BN0226  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BN0226  DYNAMIC HT  -         528.615 (meters)    1734.30  (feet)  COMP
 BN0226  MODELED GRAV-     979,264.6   (mgal)                       NAVD 88
 BN0226
 BN0226  VERT ORDER  -  FIRST     CLASS II
 BN0226
 BN0226.The horizontal coordinates were scaled from a topographic map and have
 BN0226.an estimated accuracy of +/- 6 seconds.
 BN0226
 BN0226.The orthometric height was determined by differential leveling
 BN0226.and adjusted by the National Geodetic Survey in June 1991..
 BN0226
 BN0226.The geoid height was determined by GEOID03.
 BN0226
 BN0226.The dynamic height is computed by dividing the NAVD 88
 BN0226.geopotential number by the normal gravity value computed on the
 BN0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0226.degrees latitude (g = 980.6199 gals.).
 BN0226
 BN0226.The modeled gravity was interpolated from observed gravity values.
 BN0226
 BN0226;                    North         East    Units  Estimated Accuracy
 BN0226;SPC TX C     - 3,144,530.      801,100.      MT  (+/- 180 meters Scaled)
 BN0226
 BN0226                          SUPERSEDED SURVEY CONTROL
 BN0226
 BN0226  NGVD 29 (??/??/92)  529.270  (m)         1736.45   (f) ADJ UNCH    1 2
 BN0226
 BN0226.Superseded values are not recommended for survey control.
 BN0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0226.See file dsdata.txt to determine how the superseded data were derived.
 BN0226
 BN0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV737258(NAD 83)
 BN0226_MARKER: DB = BENCH MARK DISK
 BN0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0226_SP_SET: CULVERT
 BN0226_STAMPING: U 76 1931
 BN0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0226
 BN0226  HISTORY     - Date     Condition        Report By
 BN0226  HISTORY     - 1931     MONUMENTED       CGS
 BN0226  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0226  HISTORY     - 19990108 MARK NOT FOUND   USPSQD
 BN0226
 BN0226                          STATION DESCRIPTION
 BN0226
 BN0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0226'12.6 MI SE FROM BRADY.
 BN0226'ON THE WEST SIDE OF NO. 385, 2.55 MILES SOUTH OF CAMP SAN SABA AT A
 BN0226'CURVE IN THE ROAD, SET IN THE CENTER OF A CONCRETE CULVERT.
 BN0226
 BN0226                          STATION RECOVERY (1999)
 BN0226
 BN0226'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4080 ***********************************************************************
 AW4080  DESIGNATION -  U 760
 AW4080  PID         -  AW4080
 AW4080  STATE/COUNTY-  TX/BRAZORIA
 AW4080  USGS QUAD   -  ROSHARON (1974)
 AW4080
 AW4080                         *CURRENT SURVEY CONTROL
 AW4080  ___________________________________________________________________
 AW4080* NAD 83(1986)-  29 21 05.     (N)    095 24 48.     (W)     SCALED    
 AW4080* NAVD 88     -        13.90   (+/-2cm)      45.6    (feet)  VERTCON   
 AW4080  ___________________________________________________________________
 AW4080  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW4080
 AW4080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4080
 AW4080.The horizontal coordinates were scaled from a topographic map and have
 AW4080.an estimated accuracy of +/- 6 seconds.
 AW4080
 AW4080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4080.The vertical order pertains to the NGVD 29 superseded value.
 AW4080
 AW4080.The geoid height was determined by GEOID03.
 AW4080
 AW4080;                    North         East    Units  Estimated Accuracy
 AW4080;SPC TXSC     - 4,173,580.      948,190.      MT  (+/- 180 meters Scaled)
 AW4080
 AW4080                          SUPERSEDED SURVEY CONTROL
 AW4080
 AW4080  NGVD 29 (??/??/92)   13.903  (m)           45.61   (f) ADJ UNCH    2 0
 AW4080
 AW4080.Superseded values are not recommended for survey control.
 AW4080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4080.See file dsdata.txt to determine how the superseded data were derived.
 AW4080
 AW4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN657493(NAD 83)
 AW4080_MARKER: DB = BENCH MARK DISK
 AW4080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4080_STAMPING: U 760 1942
 AW4080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4080+STABILITY: SURFACE MOTION
 AW4080
 AW4080  HISTORY     - Date     Condition        Report By
 AW4080  HISTORY     - 1942     MONUMENTED       CGS
 AW4080  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4080
 AW4080                          STATION DESCRIPTION
 AW4080
 AW4080'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4080'3.35 MI E FROM ROSHARON.
 AW4080'TO REACH FROM THE SCHOOL HOUSE AT ROSHARON-- PROCEED 0.35 MILE
 AW4080'NORTHERLY ALONG STATE HIGHWAY NO. 288 TO A DIRT SIDE ROAD INTERSECTION
 AW4080'LEADING EAST, THENCE 3.0 MILES EASTERLY TO SITE OF BENCH MARK. BENCH
 AW4080'MARK IS ABOUT 108.0 FEET WEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY
 AW4080'LEADING SOUTH TO A FRAME FARM HOUSE OWNED BY CHARLES W. BURKHART, AND
 AW4080'ABOUT 73.0 FEET NORTH BY NORTHWEST OF THE NORTHWEST CORNER OF THE
 AW4080'HOUSE.  IT IS 24.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AW4080'CENTERLINE OF ROAD, 4.0 FEET EAST OF A FENCE CORNER, 1.8 FEET SOUTH OF
 AW4080'THE RIGHT-OF-WAY FENCE, AND 3.6 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AW4080'POST.  MONUMENT PROJECTS 0.2 FOOT, AND SET IN THE TOP OF A CONCRETE
 AW4080'POST.
 AW4080
 AW4080                          STATION RECOVERY (1963)
 AW4080
 AW4080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0058 ***********************************************************************
 AN0058  DESIGNATION -  U 761
 AN0058  PID         -  AN0058
 AN0058  STATE/COUNTY-  TX/MATAGORDA
 AN0058  USGS QUAD   -  MARKHAM (1995)
 AN0058
 AN0058                         *CURRENT SURVEY CONTROL
 AN0058  ___________________________________________________________________
 AN0058* NAD 83(1986)-  28 53 41.     (N)    096 03 50.     (W)     SCALED    
 AN0058* NAVD 88     -        11.52   (+/-2cm)      37.8    (feet)  VERTCON   
 AN0058  ___________________________________________________________________
 AN0058  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0058
 AN0058  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0058
 AN0058.The horizontal coordinates were scaled from a topographic map and have
 AN0058.an estimated accuracy of +/- 6 seconds.
 AN0058
 AN0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0058.The vertical order pertains to the NGVD 29 superseded value.
 AN0058
 AN0058.The geoid height was determined by GEOID03.
 AN0058
 AN0058;                    North         East    Units  Estimated Accuracy
 AN0058;SPC TXSC     - 4,121,230.      886,320.      MT  (+/- 180 meters Scaled)
 AN0058
 AN0058                          SUPERSEDED SURVEY CONTROL
 AN0058
 AN0058  NGVD 29 (??/??/92)   11.558  (m)           37.92   (f) ADJ UNCH    1 2
 AN0058
 AN0058.Superseded values are not recommended for survey control.
 AN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0058.See file dsdata.txt to determine how the superseded data were derived.
 AN0058
 AN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS863998(NAD 83)
 AN0058_MARKER: DB = BENCH MARK DISK
 AN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0058_STAMPING: U 761 1942
 AN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0058+STABILITY: SURFACE MOTION
 AN0058
 AN0058  HISTORY     - Date     Condition        Report By
 AN0058  HISTORY     - 1942     MONUMENTED       CGS
 AN0058  HISTORY     - 1951     GOOD             NGS
 AN0058  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0058  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0058
 AN0058                          STATION DESCRIPTION
 AN0058
 AN0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0058'1.0 MI W FROM BUCKEYE.
 AN0058'1.0 MILE WEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AN0058'FROM THE STATION AT BUCKEYE, 1 POLE WEST OF POLE 274/20, 9 RAILS EAST
 AN0058'OF SEMAPHORE 274 1-L, 65.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 AN0058'TRACK, 28.2 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 3 FEET EAST
 AN0058'OF A WITNESS POST, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 AN0058'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AN0058
 AN0058                          STATION RECOVERY (1972)
 AN0058
 AN0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0058'MARK NOT FOUND.
 AN0058
 AN0058                          STATION RECOVERY (1978)
 AN0058
 AN0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0058'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0939 ***********************************************************************
 AJ0939  DESIGNATION -  U 763
 AJ0939  PID         -  AJ0939
 AJ0939  STATE/COUNTY-  TX/ZAPATA
 AJ0939  USGS QUAD   -  CHARGOS CREEK (1980)
 AJ0939
 AJ0939                         *CURRENT SURVEY CONTROL
 AJ0939  ___________________________________________________________________
 AJ0939* NAD 83(1986)-  27 12 26.     (N)    099 06 30.     (W)     SCALED    
 AJ0939* NAVD 88     -       149.226  (meters)     489.59   (feet)  ADJUSTED  
 AJ0939  ___________________________________________________________________
 AJ0939  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AJ0939  DYNAMIC HT  -         148.985 (meters)     488.80  (feet)  COMP
 AJ0939  MODELED GRAV-     979,033.2   (mgal)                       NAVD 88
 AJ0939
 AJ0939  VERT ORDER  -  SECOND    CLASS 0
 AJ0939
 AJ0939.The horizontal coordinates were scaled from a topographic map and have
 AJ0939.an estimated accuracy of +/- 6 seconds.
 AJ0939
 AJ0939.The orthometric height was determined by differential leveling
 AJ0939.and adjusted by the National Geodetic Survey in June 1991..
 AJ0939
 AJ0939.The geoid height was determined by GEOID03.
 AJ0939
 AJ0939.The dynamic height is computed by dividing the NAVD 88
 AJ0939.geopotential number by the normal gravity value computed on the
 AJ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0939.degrees latitude (g = 980.6199 gals.).
 AJ0939
 AJ0939.The modeled gravity was interpolated from observed gravity values.
 AJ0939
 AJ0939;                    North         East    Units  Estimated Accuracy
 AJ0939;SPC TX S     - 5,170,830.      239,740.      MT  (+/- 180 meters Scaled)
 AJ0939
 AJ0939                          SUPERSEDED SURVEY CONTROL
 AJ0939
 AJ0939  NGVD 29 (??/??/92)  149.261  (m)          489.70   (f) ADJ UNCH    2 0
 AJ0939
 AJ0939.Superseded values are not recommended for survey control.
 AJ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0939.See file dsdata.txt to determine how the superseded data were derived.
 AJ0939
 AJ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR892093(NAD 83)
 AJ0939_MARKER: DB = BENCH MARK DISK
 AJ0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0939_STAMPING: U 763 1943
 AJ0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0939+STABILITY: SURFACE MOTION
 AJ0939
 AJ0939  HISTORY     - Date     Condition        Report By
 AJ0939  HISTORY     - 1943     MONUMENTED       CGS
 AJ0939  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0939
 AJ0939                          STATION DESCRIPTION
 AJ0939
 AJ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0939'18.65 MI S FROM AGUILARES.
 AJ0939'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0939'AGUILARES-- PROCEED 18.65 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0939'OF BENCH MARK.  BENCH MARK IS AT THE SOUTHEAST END OF A 0.25 MILE JOG
 AJ0939'IN ROAD, ABOUT 0.3 MILE NORTHWEST OF A CATTLE GUARD.  IT IS 11.5 FEET
 AJ0939'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AJ0939'14.5 FEET SOUTHEAST OF TELEPHONE POLE NO. 11, AND 3.5 FEET NORTHWEST
 AJ0939'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AJ0939
 AJ0939                          STATION RECOVERY (1975)
 AJ0939
 AJ0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0670 ***********************************************************************
 AJ0670  DESIGNATION -  U 764
 AJ0670  PID         -  AJ0670
 AJ0670  STATE/COUNTY-  TX/JIM HOGG
 AJ0670  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0670
 AJ0670                         *CURRENT SURVEY CONTROL
 AJ0670  ___________________________________________________________________
 AJ0670* NAD 83(1986)-  27 13 23.     (N)    098 57 05.     (W)     SCALED    
 AJ0670* NAVD 88     -       205.755  (meters)     675.05   (feet)  POSTED    
 AJ0670  ___________________________________________________________________
 AJ0670  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AJ0670  DYNAMIC HT  -         205.420 (meters)     673.95  (feet)  COMP
 AJ0670  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 AJ0670
 AJ0670  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0670
 AJ0670.The horizontal coordinates were scaled from a topographic map and have
 AJ0670.an estimated accuracy of +/- 6 seconds.
 AJ0670
 AJ0670.The orthometric height was determined by differential leveling
 AJ0670.and adjusted by the National Geodetic Survey in 1992..
 AJ0670.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0670.rate of 1.1 thru 2.0 mm/km.
 AJ0670
 AJ0670.The geoid height was determined by GEOID03.
 AJ0670
 AJ0670.The dynamic height is computed by dividing the NAVD 88
 AJ0670.geopotential number by the normal gravity value computed on the
 AJ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0670.degrees latitude (g = 980.6199 gals.).
 AJ0670
 AJ0670.The modeled gravity was interpolated from observed gravity values.
 AJ0670
 AJ0670;                    North         East    Units  Estimated Accuracy
 AJ0670;SPC TX S     - 5,172,520.      255,290.      MT  (+/- 180 meters Scaled)
 AJ0670
 AJ0670                          SUPERSEDED SURVEY CONTROL
 AJ0670
 AJ0670  NGVD 29 (??/??/92)  205.785  (m)          675.15   (f) ADJ UNCH    2 0
 AJ0670
 AJ0670.Superseded values are not recommended for survey control.
 AJ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0670.See file dsdata.txt to determine how the superseded data were derived.
 AJ0670
 AJ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR048111(NAD 83)
 AJ0670_MARKER: DB = BENCH MARK DISK
 AJ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0670_STAMPING: U 764 1943
 AJ0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0670+STABILITY: SURFACE MOTION
 AJ0670
 AJ0670  HISTORY     - Date     Condition        Report By
 AJ0670  HISTORY     - 1943     MONUMENTED       CGS
 AJ0670
 AJ0670                          STATION DESCRIPTION
 AJ0670
 AJ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0670'15.3 MI S FROM MIRANDO CITY.
 AJ0670'TO REACH FROM THE POST OFFICE AT MIRANDO CITY-- PROCEED 14.7 MILES
 AJ0670'SOUTHERLY ALONG AN IMPROVED AND DIRT COUNTY ROAD TO A SIDE ROAD
 AJ0670'RUNNING PARALLEL WITH A PIPELINE LEADING SOUTHWEST, THENCE 0.6 MILE
 AJ0670'SOUTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS 23.4 FEET EAST OF
 AJ0670'TELEPHONE POLE NO. 22, AND 20.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AJ0670'ELEVATION AS THE CENTERLINE OF ROAD AND A GATE.  IT IS 1.3 FEET
 AJ0670'NORTHEAST OF A FENCE, AND 3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN
 AJ0670'MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0983 ***********************************************************************
 AX0983  DESIGNATION -  U 765
 AX0983  PID         -  AX0983
 AX0983  STATE/COUNTY-  TX/FAYETTE
 AX0983  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0983
 AX0983                         *CURRENT SURVEY CONTROL
 AX0983  ___________________________________________________________________
 AX0983* NAD 83(1986)-  29 55 49.     (N)    096 57 36.     (W)     SCALED    
 AX0983* NAVD 88     -        90.712  (meters)     297.61   (feet)  ADJUSTED  
 AX0983  ___________________________________________________________________
 AX0983  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AX0983  DYNAMIC HT  -          90.588 (meters)     297.20  (feet)  COMP
 AX0983  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 AX0983
 AX0983  VERT ORDER  -  FIRST     CLASS I
 AX0983
 AX0983.The horizontal coordinates were scaled from a topographic map and have
 AX0983.an estimated accuracy of +/- 6 seconds.
 AX0983
 AX0983.The orthometric height was determined by differential leveling
 AX0983.and adjusted by the National Geodetic Survey in June 1991..
 AX0983
 AX0983.The geoid height was determined by GEOID03.
 AX0983
 AX0983.The dynamic height is computed by dividing the NAVD 88
 AX0983.geopotential number by the normal gravity value computed on the
 AX0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0983.degrees latitude (g = 980.6199 gals.).
 AX0983
 AX0983.The modeled gravity was interpolated from observed gravity values.
 AX0983
 AX0983;                    North         East    Units  Estimated Accuracy
 AX0983;SPC TXSC     - 4,234,120.      796,940.      MT  (+/- 180 meters Scaled)
 AX0983
 AX0983                          SUPERSEDED SURVEY CONTROL
 AX0983
 AX0983  NGVD 29 (??/??/92)   90.663  (m)          297.45   (f) ADJ UNCH    1 1
 AX0983
 AX0983.Superseded values are not recommended for survey control.
 AX0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0983.See file dsdata.txt to determine how the superseded data were derived.
 AX0983
 AX0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU969128(NAD 83)
 AX0983_MARKER: DB = BENCH MARK DISK
 AX0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0983_STAMPING: U 765 1943
 AX0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0983+STABILITY: SURFACE MOTION
 AX0983
 AX0983  HISTORY     - Date     Condition        Report By
 AX0983  HISTORY     - 1943     MONUMENTED       CGS
 AX0983  HISTORY     - 1973     GOOD             NGS
 AX0983  HISTORY     - 1978     GOOD             NGS
 AX0983  HISTORY     - 19970607 GOOD             USPSQD
 AX0983
 AX0983                          STATION DESCRIPTION
 AX0983
 AX0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0983'0.55 MI SE FROM PLUM.
 AX0983'0.55 MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0983'CROSSING OF AN ASPHALT ROAD AT PLUM, 3 POLES SOUTHEAST OF RAILROAD
 AX0983'BRIDGE 982.9, 5 1/2 FEET NORTHWEST OF MILE POLE 983, 40.7 FEET
 AX0983'NORTHEAST OF THE NORTHEAST RAIL, 1.0 FOOT SOUTHEAST OF A WITNESS POST,
 AX0983'ABOUT 1 FOOT LOWER THAN THE TRACK, SET IN THE TOP OF A CONCRETE POST
 AX0983'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AX0983
 AX0983                          STATION RECOVERY (1978)
 AX0983
 AX0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0983'RECOVERED IN GOOD CONDITION.
 AX0983
 AX0983                          STATION RECOVERY (1997)
 AX0983
 AX0983'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1039 ***********************************************************************
 AX1039  DESIGNATION -  U 766
 AX1039  PID         -  AX1039
 AX1039  STATE/COUNTY-  TX/COLORADO
 AX1039  USGS QUAD   -  INDUSTRY (1981)
 AX1039
 AX1039                         *CURRENT SURVEY CONTROL
 AX1039  ___________________________________________________________________
 AX1039* NAD 83(1986)-  29 54 38.     (N)    096 33 48.     (W)     SCALED    
 AX1039* NAVD 88     -        99.800  (meters)     327.43   (feet)  ADJUSTED  
 AX1039  ___________________________________________________________________
 AX1039  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1039  DYNAMIC HT  -          99.663 (meters)     326.98  (feet)  COMP
 AX1039  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 AX1039  OBS GRAVITY -     979,270.0   (mgal)                       GRAV_OBS
 AX1039
 AX1039  VERT ORDER  -  FIRST     CLASS I
 AX1039
 AX1039.The horizontal coordinates were scaled from a topographic map and have
 AX1039.an estimated accuracy of +/- 6 seconds.
 AX1039
 AX1039.The orthometric height was determined by differential leveling
 AX1039.and adjusted by the National Geodetic Survey in June 1991..
 AX1039
 AX1039.The geoid height was determined by GEOID03.
 AX1039
 AX1039.The dynamic height is computed by dividing the NAVD 88
 AX1039.geopotential number by the normal gravity value computed on the
 AX1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1039.degrees latitude (g = 980.6199 gals.).
 AX1039
 AX1039.The modeled gravity was interpolated from observed gravity values.
 AX1039.The observed gravity was obtained from relative gravimeter ties
 AX1039.to the IGSN71 gravity network.
 AX1039
 AX1039;                    North         East    Units  Estimated Accuracy
 AX1039;SPC TXSC     - 4,232,670.      835,280.      MT  (+/- 180 meters Scaled)
 AX1039
 AX1039                          SUPERSEDED SURVEY CONTROL
 AX1039
 AX1039  NGVD 29 (12/23/87)   99.763  (m)          327.31   (f) ADJUSTED    1 1
 AX1039
 AX1039.Superseded values are not recommended for survey control.
 AX1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1039.See file dsdata.txt to determine how the superseded data were derived.
 AX1039
 AX1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU352113(NAD 83)
 AX1039_MARKER: DB = BENCH MARK DISK
 AX1039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX1039_SP_SET: CULVERT HEADWALL
 AX1039_STAMPING: U 766 1943
 AX1039_MARK LOGO: CGS   
 AX1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1039+STABILITY: SURFACE MOTION
 AX1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1039+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1039
 AX1039  HISTORY     - Date     Condition        Report By
 AX1039  HISTORY     - 1943     MONUMENTED       CGS
 AX1039  HISTORY     - 1973     GOOD             NGS
 AX1039  HISTORY     - 1976     GOOD             NGS
 AX1039  HISTORY     - 1976     GOOD             NGS
 AX1039  HISTORY     - 1978     GOOD             NGS
 AX1039  HISTORY     - 1986     GOOD             NGS
 AX1039  HISTORY     - 20051106 GOOD             USPSQD
 AX1039
 AX1039                          STATION DESCRIPTION
 AX1039
 AX1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1039'4.95 MI W FROM NEW ULM.
 AX1039'4.95 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1039'CROSSING OF FARM ROAD 109 AT NEW ULM, AT THE CROSSING OF A DIRT ROAD,
 AX1039'8 1/2 POLES WEST OF MILE POLE 1009, IN THE TOP AND 1.3 FEET EAST OF
 AX1039'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 36-INCH PIPE CULVERT,
 AX1039'9.4 FEET NORTH OF THE NORTH RAIL, 30 FEET WEST OF THE CENTER LINE OF
 AX1039'THE ROAD, AND ABOUT 0.5 FOOT LOWER THAN THE TRACK.
 AX1039
 AX1039                          STATION RECOVERY (1976)
 AX1039
 AX1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1039'RECOVERED IN GOOD CONDITION.
 AX1039
 AX1039                          STATION RECOVERY (1976)
 AX1039
 AX1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1039'RECOVERED IN GOOD CONDITION.
 AX1039
 AX1039                          STATION RECOVERY (1978)
 AX1039
 AX1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1039'RECOVERED IN GOOD CONDITION.
 AX1039
 AX1039                          STATION RECOVERY (1986)
 AX1039
 AX1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1039'RECOVERED IN GOOD CONDITION.
 AX1039
 AX1039                          STATION RECOVERY (2005)
 AX1039
 AX1039'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1039'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0023 ***********************************************************************
 AX0023  DESIGNATION -  U 767
 AX0023  PID         -  AX0023
 AX0023  STATE/COUNTY-  TX/AUSTIN
 AX0023  USGS QUAD   -  SEALY (1981)
 AX0023
 AX0023                         *CURRENT SURVEY CONTROL
 AX0023  ___________________________________________________________________
 AX0023* NAD 83(1986)-  29 47 26.     (N)    096 11 40.     (W)     SCALED    
 AX0023* NAVD 88     -        69.595  (meters)     228.33   (feet)  ADJUSTED  
 AX0023  ___________________________________________________________________
 AX0023  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0023  DYNAMIC HT  -          69.499 (meters)     228.01  (feet)  COMP
 AX0023  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 AX0023
 AX0023  VERT ORDER  -  FIRST     CLASS I
 AX0023
 AX0023.The horizontal coordinates were scaled from a topographic map and have
 AX0023.an estimated accuracy of +/- 6 seconds.
 AX0023
 AX0023.The orthometric height was determined by differential leveling
 AX0023.and adjusted by the National Geodetic Survey in June 1991..
 AX0023
 AX0023.The geoid height was determined by GEOID03.
 AX0023
 AX0023.The dynamic height is computed by dividing the NAVD 88
 AX0023.geopotential number by the normal gravity value computed on the
 AX0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0023.degrees latitude (g = 980.6199 gals.).
 AX0023
 AX0023.The modeled gravity was interpolated from observed gravity values.
 AX0023
 AX0023;                    North         East    Units  Estimated Accuracy
 AX0023;SPC TXSC     - 4,220,170.      871,210.      MT  (+/- 180 meters Scaled)
 AX0023
 AX0023                          SUPERSEDED SURVEY CONTROL
 AX0023
 AX0023  NGVD 29 (12/23/87)   69.571  (m)          228.25   (f) ADJUSTED    1 1
 AX0023
 AX0023.Superseded values are not recommended for survey control.
 AX0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0023.See file dsdata.txt to determine how the superseded data were derived.
 AX0023
 AX0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT712988(NAD 83)
 AX0023_MARKER: DB = BENCH MARK DISK
 AX0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0023_SP_SET: CONCRETE POST
 AX0023_STAMPING: U 767 1943
 AX0023_MARK LOGO: CGS   
 AX0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0023+STABILITY: SURFACE MOTION
 AX0023
 AX0023  HISTORY     - Date     Condition        Report By
 AX0023  HISTORY     - 1943     MONUMENTED       CGS
 AX0023  HISTORY     - 1973     GOOD             NGS
 AX0023  HISTORY     - 1976     GOOD             NGS
 AX0023  HISTORY     - 1976     GOOD             NGS
 AX0023  HISTORY     - 1978     GOOD             NGS
 AX0023  HISTORY     - 1986     GOOD             NGS
 AX0023
 AX0023                          STATION DESCRIPTION
 AX0023
 AX0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0023'2.25 MI NW FROM SEALY.
 AX0023'2.25 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0023'CROSSING OF STATE HIGHWAY 36 AT SEALY, 0.5 MILE NORTHWEST OF THE
 AX0023'CROSSING OF FARM ROAD 2187, AT MILE POLE 1033, 45.6 FEET NORTHEAST OF
 AX0023'THE NORTHEAST RAIL, 9 FEET EAST-NORTHEAST OF THE MILE POLE, 1.6 FEET
 AX0023'SOUTHWEST OF A FENCE, 0.8 FOOT SOUTHWEST OF A WITNESS POST, 1.0 FOOT
 AX0023'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, SET IN
 AX0023'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AX0023
 AX0023                          STATION RECOVERY (1976)
 AX0023
 AX0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0023'RECOVERED IN GOOD CONDITION.
 AX0023
 AX0023                          STATION RECOVERY (1976)
 AX0023
 AX0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0023'RECOVERED IN GOOD CONDITION.
 AX0023
 AX0023                          STATION RECOVERY (1978)
 AX0023
 AX0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0023'RECOVERED IN GOOD CONDITION.
 AX0023
 AX0023                          STATION RECOVERY (1986)
 AX0023
 AX0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0262 ***********************************************************************
 AW0262  DESIGNATION -  U 768
 AW0262  PID         -  AW0262
 AW0262  STATE/COUNTY-  TX/HARRIS
 AW0262  USGS QUAD   -  ADDICKS (1995)
 AW0262
 AW0262                         *CURRENT SURVEY CONTROL
 AW0262  ___________________________________________________________________
 AW0262* NAD 83(1986)-  29 47 09.     (N)    095 44 50.     (W)     SCALED    
 AW0262* NAVD 88     -        38.73   (+/-2cm)     127.1    (feet)  VERTCON   
 AW0262  ___________________________________________________________________
 AW0262  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW0262  OBS GRAVITY -     979,277.6   (mgal)                       GRAV_OBS
 AW0262
 AW0262  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0262
 AW0262.The horizontal coordinates were scaled from a topographic map and have
 AW0262.an estimated accuracy of +/- 6 seconds.
 AW0262
 AW0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0262.The vertical order pertains to the NGVD 29 superseded value.
 AW0262
 AW0262.The geoid height was determined by GEOID03.
 AW0262.The observed gravity was obtained from relative gravimeter ties
 AW0262.to the IGSN71 gravity network.
 AW0262
 AW0262;                    North         East    Units  Estimated Accuracy
 AW0262;SPC TXSC     - 4,220,760.      914,450.      MT  (+/- 180 meters Scaled)
 AW0262
 AW0262                          SUPERSEDED SURVEY CONTROL
 AW0262
 AW0262  NGVD 29 (??/??/92)   38.724  (m)          127.05   (f) ADJ UNCH    1 1
 AW0262
 AW0262.Superseded values are not recommended for survey control.
 AW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0262.See file dsdata.txt to determine how the superseded data were derived.
 AW0262
 AW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN344982(NAD 83)
 AW0262_MARKER: DB = BENCH MARK DISK
 AW0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0262_SP_SET: BRIDGE
 AW0262_STAMPING: U 768 1943
 AW0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0262
 AW0262  HISTORY     - Date     Condition        Report By
 AW0262  HISTORY     - 1943     MONUMENTED       CGS
 AW0262  HISTORY     - 1973     GOOD             NGS
 AW0262  HISTORY     - 1976     GOOD             NGS
 AW0262  HISTORY     - 1976     GOOD             NGS
 AW0262  HISTORY     - 1978     GOOD             NGS
 AW0262  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0262  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW0262
 AW0262                          STATION DESCRIPTION
 AW0262
 AW0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0262'4.35 MI E FROM KATY.
 AW0262'ABOUT 4.35 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0262'THE STATION AT KATY, ABOUT 0.3 MILE EAST OF THE MASON ROAD OVERPASS,
 AW0262'79 FEET NORTH OF THE CENTER LINE OF OLD U. S. HIGHWAY 90, 7.3 FEET
 AW0262'SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE EAST
 AW0262'ABUTMENT OF A CONCRETE BRIDGE, AND ABOUT 0.5 FOOT BELOW THE LEVEL OF
 AW0262'THE TRACKS.
 AW0262
 AW0262                          STATION RECOVERY (1976)
 AW0262
 AW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0262'RECOVERED IN GOOD CONDITION.
 AW0262
 AW0262                          STATION RECOVERY (1976)
 AW0262
 AW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0262'RECOVERED IN GOOD CONDITION.
 AW0262
 AW0262                          STATION RECOVERY (1978)
 AW0262
 AW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0262'RECOVERED IN GOOD CONDITION.
 AW0262
 AW0262                          STATION RECOVERY (1986)
 AW0262
 AW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0262'THERE IS A NEW BRIDGE AT THIS LOCATION.
 AW0262
 AW0262                          STATION RECOVERY (1995)
 AW0262
 AW0262'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4571 ***********************************************************************
 AW4571  DESIGNATION -  U 769
 AW4571  PID         -  AW4571
 AW4571  STATE/COUNTY-  TX/FORT BEND
 AW4571  USGS QUAD   -  FULSHEAR (1980)
 AW4571
 AW4571                         *CURRENT SURVEY CONTROL
 AW4571  ___________________________________________________________________
 AW4571* NAD 83(1986)-  29 41 09.     (N)    095 55 04.     (W)     SCALED    
 AW4571* NAVD 88     -        33.15   (+/-2cm)     108.8    (feet)  VERTCON   
 AW4571  ___________________________________________________________________
 AW4571  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW4571
 AW4571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4571
 AW4571.The horizontal coordinates were scaled from a topographic map and have
 AW4571.an estimated accuracy of +/- 6 seconds.
 AW4571
 AW4571.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4571.The vertical order pertains to the NGVD 29 superseded value.
 AW4571
 AW4571.The geoid height was determined by GEOID03.
 AW4571
 AW4571;                    North         East    Units  Estimated Accuracy
 AW4571;SPC TXSC     - 4,209,240.      898,260.      MT  (+/- 180 meters Scaled)
 AW4571
 AW4571                          SUPERSEDED SURVEY CONTROL
 AW4571
 AW4571  NGVD 29 (??/??/92)   33.15   (m)          108.8    (f) COMPUTED    2 0
 AW4571
 AW4571.Superseded values are not recommended for survey control.
 AW4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4571.See file dsdata.txt to determine how the superseded data were derived.
 AW4571
 AW4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN176875(NAD 83)
 AW4571_MARKER: DB = BENCH MARK DISK
 AW4571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4571_STAMPING: U 769 1943
 AW4571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4571+STABILITY: SURFACE MOTION
 AW4571
 AW4571  HISTORY     - Date     Condition        Report By
 AW4571  HISTORY     - 1943     MONUMENTED       CGS
 AW4571  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4571  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4571  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4571
 AW4571                          STATION DESCRIPTION
 AW4571
 AW4571'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4571'1.2 MI W FROM FULSHEAR.
 AW4571'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4571'STATION AT FULSHEAR-- PROCEED 1.2 MILES WESTERLY ALONG THE RAILROAD TO
 AW4571'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE EAST OF MILEPOST 35,
 AW4571'AND ABOUT 225.0 FEET WEST OF SIGNPOST FULSHEAR ONE MILE.  IT IS 45.0
 AW4571'FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE SOUTH RAIL OF TRACK, 32.5
 AW4571'FEET EAST OF THE CENTERLINE OF A FARM ROAD CROSSING THE TRACK, 32.0
 AW4571'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF A
 AW4571'GRAVEL ROAD PARALLELING THE RAILROAD, 3.0 FEET NORTH OF A FENCE
 AW4571'CORNER, 1.0 FOOT WEST OF A FENCE, AND 3.3 FEET SOUTH OF A 4X4-INCH
 AW4571'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AW4571
 AW4571                          STATION RECOVERY (1987)
 AW4571
 AW4571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4571'NOT RECOVERED.
 AW4571
 AW4571                          STATION RECOVERY (1995)
 AW4571
 AW4571'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4571'MARK NOT FOUND.
 AW4571
 AW4571                          STATION RECOVERY (2004)
 AW4571
 AW4571'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0316 ***********************************************************************
 BN0316  DESIGNATION -  U 77
 BN0316  PID         -  BN0316
 BN0316  STATE/COUNTY-  TX/KIMBLE
 BN0316  USGS QUAD   -  JUNCTION (1974)
 BN0316
 BN0316                         *CURRENT SURVEY CONTROL
 BN0316  ___________________________________________________________________
 BN0316* NAD 83(1986)-  30 25 29.     (N)    099 50 13.     (W)     SCALED    
 BN0316* NAVD 88     -       537.417  (meters)    1763.18   (feet)  POSTED    
 BN0316  ___________________________________________________________________
 BN0316  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BN0316  DYNAMIC HT  -         536.650 (meters)    1760.66  (feet)  COMP
 BN0316  MODELED GRAV-     979,204.3   (mgal)                       NAVD 88
 BN0316
 BN0316  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0316
 BN0316.The horizontal coordinates were scaled from a topographic map and have
 BN0316.an estimated accuracy of +/- 6 seconds.
 BN0316
 BN0316.The orthometric height was determined by differential leveling
 BN0316.and adjusted by the National Geodetic Survey in 1992..
 BN0316.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0316.rate of 0.0 thru 1.0 mm/km.
 BN0316
 BN0316.The geoid height was determined by GEOID03.
 BN0316
 BN0316.The dynamic height is computed by dividing the NAVD 88
 BN0316.geopotential number by the normal gravity value computed on the
 BN0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0316.degrees latitude (g = 980.6199 gals.).
 BN0316
 BN0316.The modeled gravity was interpolated from observed gravity values.
 BN0316
 BN0316;                    North         East    Units  Estimated Accuracy
 BN0316;SPC TX C     - 3,084,140.      747,690.      MT  (+/- 180 meters Scaled)
 BN0316
 BN0316                          SUPERSEDED SURVEY CONTROL
 BN0316
 BN0316  NGVD 29 (??/??/92)  537.395  (m)         1763.10   (f) ADJ UNCH    1 2
 BN0316
 BN0316.Superseded values are not recommended for survey control.
 BN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0316.See file dsdata.txt to determine how the superseded data were derived.
 BN0316
 BN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU196661(NAD 83)
 BN0316_MARKER: DB = BENCH MARK DISK
 BN0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0316_STAMPING: 1763.103 U 77 1931
 BN0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0316+STABILITY: SURFACE MOTION
 BN0316
 BN0316  HISTORY     - Date     Condition        Report By
 BN0316  HISTORY     - 1931     MONUMENTED       CGS
 BN0316  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0316  HISTORY     - 1981     MARK NOT FOUND   NGS
 BN0316  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0316  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0316
 BN0316                          STATION DESCRIPTION
 BN0316
 BN0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0316'6.4 MI SW FROM JUNCTION.
 BN0316'6.4 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM JUNCTION, KIMBLE
 BN0316'COUNTY, 1.5 MILES NORTH OF THE V-H RANCH, 35 FEET EAST OF THE HIGHWAY,
 BN0316'AND AT A FENCE.  A STANDARD DISK, STAMPED 1763.103 U 77 1931 AND SET
 BN0316'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 BN0316
 BN0316                          STATION RECOVERY (1974)
 BN0316
 BN0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BN0316'MARK NOT FOUND.
 BN0316
 BN0316                          STATION RECOVERY (1981)
 BN0316
 BN0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0316'MARK NOT FOUND.
 BN0316
 BN0316                          STATION RECOVERY (1991)
 BN0316
 BN0316'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0316'MARK NOT FOUND.
 BN0316
 BN0316                          STATION RECOVERY (1998)
 BN0316
 BN0316'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0376 ***********************************************************************
 AE0376  DESIGNATION -  U 770
 AE0376  PID         -  AE0376
 AE0376  STATE/COUNTY-  TX/HIDALGO
 AE0376  USGS QUAD   -  MISSION (1983)
 AE0376
 AE0376                         *CURRENT SURVEY CONTROL
 AE0376  ___________________________________________________________________
 AE0376* NAD 83(1986)-  26 12 56.     (N)    098 20 21.     (W)     SCALED    
 AE0376* NAVD 88     -        42.866  (meters)     140.64   (feet)  ADJUSTED  
 AE0376  ___________________________________________________________________
 AE0376  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0376  DYNAMIC HT  -          42.795 (meters)     140.40  (feet)  COMP
 AE0376  MODELED GRAV-     978,992.1   (mgal)                       NAVD 88
 AE0376
 AE0376  VERT ORDER  -  FIRST     CLASS II
 AE0376
 AE0376.The horizontal coordinates were scaled from a topographic map and have
 AE0376.an estimated accuracy of +/- 6 seconds.
 AE0376
 AE0376.The orthometric height was determined by differential leveling
 AE0376.and adjusted by the National Geodetic Survey in June 1991..
 AE0376.WARNING-Repeat measurements at this control monument indicate possible
 AE0376.vertical movement.
 AE0376
 AE0376.The geoid height was determined by GEOID03.
 AE0376
 AE0376.The dynamic height is computed by dividing the NAVD 88
 AE0376.geopotential number by the normal gravity value computed on the
 AE0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0376.degrees latitude (g = 980.6199 gals.).
 AE0376
 AE0376.The modeled gravity was interpolated from observed gravity values.
 AE0376
 AE0376;                    North         East    Units  Estimated Accuracy
 AE0376;SPC TX S     - 5,060,820.      316,070.      MT  (+/- 180 meters Scaled)
 AE0376
 AE0376                          SUPERSEDED SURVEY CONTROL
 AE0376
 AE0376  NGVD 29 (??/??/92)   42.948  (m)          140.91   (f) ADJ UNCH    1 2
 AE0376
 AE0376.Superseded values are not recommended for survey control.
 AE0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0376.See file dsdata.txt to determine how the superseded data were derived.
 AE0376
 AE0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP660997(NAD 83)
 AE0376_MARKER: DB = BENCH MARK DISK
 AE0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0376_SP_SET: CULVERT
 AE0376_STAMPING: U 770 1942
 AE0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0376
 AE0376  HISTORY     - Date     Condition        Report By
 AE0376  HISTORY     - 1942     MONUMENTED       CGS
 AE0376  HISTORY     - 1943     GOOD             CGS
 AE0376  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0376
 AE0376                          STATION DESCRIPTION
 AE0376
 AE0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0376'1.0 MI W FROM MISSION.
 AE0376'TO REACH FROM THE MISSOURI PACIFIC RAILROAD PASSENGER STATION AT
 AE0376'MISSION, PROCEED 1.0 MILE WESTERLY ALONG THE TRACK TO A CONCRETE
 AE0376'RAILROAD CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0376'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 3X4
 AE0376'FOOT CONCRETE BOX CULVERT UNDER THE TRACK.  IT IS 0.2 MILE EAST OF
 AE0376'MILE POST NO. A 41, 64.8 FEET NORTH OF AND ACROSS THE TRACK FROM
 AE0376'TELEGRAPH POLE NO. E 8 H, 24.6 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW
 AE0376'THE CENTERLINE OF THE MAIN TRACK.
 AE0376
 AE0376                          STATION RECOVERY (1943)
 AE0376
 AE0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0376'BENCH MARK IS ABOUT 1.0 MILE WESTERLY ALONG THE MISSOURI PACIFIC
 AE0376'RAILROAD FROM THE STATION AT MISSION, ABOUT 0.2 MILE EAST OF MILE
 AE0376'POLE NO. A-41, AND 24.6 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE
 AE0376'CENTERLINE FO THE TRACKS. IT IS 69.0 FEET SOUTH OF THE CENTERLINE OF
 AE0376'THE U.S. HIGHWAY NO. 83, AND IS SET HORIZONTALLY IN THE WEST END OF
 AE0376'THE NORTH HEADWALL OF A 3X4-FOOT CONCRETE CULVERT UNDER THE RAILRAOD.
 AE0376'A DISK SET IN DRILL HOLE. NOTE - IN 1961 USGS REPORTED NOT RECOVERED.
 AE0376
 AE0376                          STATION RECOVERY (1987)
 AE0376
 AE0376'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0789 ***********************************************************************
 AE0789  DESIGNATION -  U 771
 AE0789  PID         -  AE0789
 AE0789  STATE/COUNTY-  TX/ZAPATA
 AE0789  USGS QUAD   -  LOPENO (1965)
 AE0789
 AE0789                         *CURRENT SURVEY CONTROL
 AE0789  ___________________________________________________________________
 AE0789* NAD 83(1986)-  26 43 12.     (N)    099 00 25.     (W)     SCALED    
 AE0789* NAVD 88     -       139.720  (meters)     458.40   (feet)  ADJUSTED  
 AE0789  ___________________________________________________________________
 AE0789  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AE0789  DYNAMIC HT  -         139.492 (meters)     457.65  (feet)  COMP
 AE0789  MODELED GRAV-     979,018.4   (mgal)                       NAVD 88
 AE0789
 AE0789  VERT ORDER  -  SECOND    CLASS 0
 AE0789
 AE0789.The horizontal coordinates were scaled from a topographic map and have
 AE0789.an estimated accuracy of +/- 6 seconds.
 AE0789
 AE0789.The orthometric height was determined by differential leveling
 AE0789.and adjusted by the National Geodetic Survey in June 1991..
 AE0789
 AE0789.The geoid height was determined by GEOID03.
 AE0789
 AE0789.The dynamic height is computed by dividing the NAVD 88
 AE0789.geopotential number by the normal gravity value computed on the
 AE0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0789.degrees latitude (g = 980.6199 gals.).
 AE0789
 AE0789.The modeled gravity was interpolated from observed gravity values.
 AE0789
 AE0789;                    North         East    Units  Estimated Accuracy
 AE0789;SPC TX S     - 5,116,800.      249,560.      MT  (+/- 180 meters Scaled)
 AE0789
 AE0789                          SUPERSEDED SURVEY CONTROL
 AE0789
 AE0789  NGVD 29 (??/??/92)  139.776  (m)          458.58   (f) ADJ UNCH    2 0
 AE0789
 AE0789.Superseded values are not recommended for survey control.
 AE0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0789.See file dsdata.txt to determine how the superseded data were derived.
 AE0789
 AE0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ993554(NAD 83)
 AE0789_MARKER: DB = BENCH MARK DISK
 AE0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0789_STAMPING: U 771 1942
 AE0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0789+STABILITY: SURFACE MOTION
 AE0789
 AE0789  HISTORY     - Date     Condition        Report By
 AE0789  HISTORY     - 1942     MONUMENTED       CGS
 AE0789  HISTORY     - 1965     POOR             USGS
 AE0789
 AE0789                          STATION DESCRIPTION
 AE0789
 AE0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0789'19.6 MI SW FROM GUERRA.
 AE0789'TO REACH FROM THE INTERSECTION OF A DIRT ROAD (2.6 MILES SOUTH OF
 AE0789'GUERRA) PROCEED 10.9 MILES SOUTHWEST ALONG A DIRT ROAD TO THE JUNCTION
 AE0789'OF A COUNTY GRAVEL ROAD, THENCE CONTINUE 2.1 MILE SOUTH ALONG GRAVEL
 AE0789'ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING WESTERLY, THENCE 2.0
 AE0789'MILES WESTERLY ALONG DIRT ROAD TO THE INTERSECTION OF A TRACK ROAD
 AE0789'RUNNING NORTHEAST AND SOUTHWEST ALONG A FENCE LINE, THENCE 0.3 MILE
 AE0789'SOUTHWEST ALONG FENCE LINE TO THE INTERSECTION OF A TRACK ROAD LEADING
 AE0789'NORTHWESTERLY, THENCE 1.7 MILE NORTHWESTERLY ALONG TRACK ROAD TO SITE
 AE0789'OF BENCH MARK.  BENCH MARK IS 0.55 MILE SOUTHWEST OF A DAM AND A SMALL
 AE0789'WATER-HOLE.  IT IS 14.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION
 AE0789'AS THE CENTERLINE OF DIRT ROAD.  IT IS 25.0 FEET SOUTHEAST OF AND
 AE0789'ACROSS DIRT ROAD FROM A PASTURE FENCE.  MONUMENT IS 3.0 FEET NORTHEAST
 AE0789'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT.
 AE0789
 AE0789                          STATION RECOVERY (1965)
 AE0789
 AE0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0789'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1218 ***********************************************************************
 AE1218  DESIGNATION -  U 772
 AE1218  PID         -  AE1218
 AE1218  STATE/COUNTY-  TX/STARR
 AE1218  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1218
 AE1218                         *CURRENT SURVEY CONTROL
 AE1218  ___________________________________________________________________
 AE1218* NAD 83(1986)-  26 29 46.     (N)    099 04 23.     (W)     SCALED    
 AE1218* NAVD 88     -        72.834  (meters)     238.96   (feet)  ADJUSTED  
 AE1218  ___________________________________________________________________
 AE1218  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AE1218  DYNAMIC HT  -          72.715 (meters)     238.57  (feet)  COMP
 AE1218  MODELED GRAV-     979,014.4   (mgal)                       NAVD 88
 AE1218
 AE1218  VERT ORDER  -  FIRST     CLASS II
 AE1218
 AE1218.The horizontal coordinates were scaled from a topographic map and have
 AE1218.an estimated accuracy of +/- 6 seconds.
 AE1218
 AE1218.The orthometric height was determined by differential leveling
 AE1218.and adjusted by the National Geodetic Survey in June 1991..
 AE1218
 AE1218.The geoid height was determined by GEOID03.
 AE1218
 AE1218.The dynamic height is computed by dividing the NAVD 88
 AE1218.geopotential number by the normal gravity value computed on the
 AE1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1218.degrees latitude (g = 980.6199 gals.).
 AE1218
 AE1218.The modeled gravity was interpolated from observed gravity values.
 AE1218
 AE1218;                    North         East    Units  Estimated Accuracy
 AE1218;SPC TX S     - 5,092,030.      242,870.      MT  (+/- 180 meters Scaled)
 AE1218
 AE1218                          SUPERSEDED SURVEY CONTROL
 AE1218
 AE1218  NGVD 29 (??/??/92)   72.872  (m)          239.08   (f) ADJ UNCH    1 2
 AE1218
 AE1218.Superseded values are not recommended for survey control.
 AE1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1218.See file dsdata.txt to determine how the superseded data were derived.
 AE1218
 AE1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ927306(NAD 83)
 AE1218_MARKER: DB = BENCH MARK DISK
 AE1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1218_SP_SET: ABUTMENT
 AE1218_STAMPING: U 772 1942
 AE1218_MARK LOGO: CGS   
 AE1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1218
 AE1218  HISTORY     - Date     Condition        Report By
 AE1218  HISTORY     - 1942     MONUMENTED       CGS
 AE1218  HISTORY     - 1956     GOOD             NGS
 AE1218  HISTORY     - 1981     GOOD             NGS
 AE1218
 AE1218                          STATION DESCRIPTION
 AE1218
 AE1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1218'7.4 MI NW FROM ROMA.
 AE1218'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE1218'ROMA, 12.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AE1218'TOP OF THE NORTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE OVER
 AE1218'ARROYO LA MINITA.
 AE1218
 AE1218                          STATION RECOVERY (1981)
 AE1218
 AE1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0895 ***********************************************************************
 AE0895  DESIGNATION -  U 773
 AE0895  PID         -  AE0895
 AE0895  STATE/COUNTY-  TX/JIM HOGG
 AE0895  USGS QUAD   -  AGUA NUEVA (1972)
 AE0895
 AE0895                         *CURRENT SURVEY CONTROL
 AE0895  ___________________________________________________________________
 AE0895* NAD 83(1986)-  26 53 33.     (N)    098 36 28.     (W)     SCALED    
 AE0895* NAVD 88     -       130.806  (meters)     429.15   (feet)  ADJUSTED  
 AE0895  ___________________________________________________________________
 AE0895  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AE0895  DYNAMIC HT  -         130.593 (meters)     428.45  (feet)  COMP
 AE0895  MODELED GRAV-     979,013.8   (mgal)                       NAVD 88
 AE0895
 AE0895  VERT ORDER  -  SECOND    CLASS 0
 AE0895
 AE0895.The horizontal coordinates were scaled from a topographic map and have
 AE0895.an estimated accuracy of +/- 6 seconds.
 AE0895
 AE0895.The orthometric height was determined by differential leveling
 AE0895.and adjusted by the National Geodetic Survey in June 1991..
 AE0895
 AE0895.The geoid height was determined by GEOID03.
 AE0895
 AE0895.The dynamic height is computed by dividing the NAVD 88
 AE0895.geopotential number by the normal gravity value computed on the
 AE0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0895.degrees latitude (g = 980.6199 gals.).
 AE0895
 AE0895.The modeled gravity was interpolated from observed gravity values.
 AE0895
 AE0895;                    North         East    Units  Estimated Accuracy
 AE0895;SPC TX S     - 5,135,820.      289,290.      MT  (+/- 180 meters Scaled)
 AE0895
 AE0895                          SUPERSEDED SURVEY CONTROL
 AE0895
 AE0895  NGVD 29 (??/??/92)  130.854  (m)          429.31   (f) ADJ UNCH    2 0
 AE0895
 AE0895.Superseded values are not recommended for survey control.
 AE0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0895.See file dsdata.txt to determine how the superseded data were derived.
 AE0895
 AE0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ389745(NAD 83)
 AE0895_MARKER: DB = BENCH MARK DISK
 AE0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0895_STAMPING: U 773 1942
 AE0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0895+STABILITY: SURFACE MOTION
 AE0895
 AE0895  HISTORY     - Date     Condition        Report By
 AE0895  HISTORY     - 1942     MONUMENTED       CGS
 AE0895  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0895
 AE0895                          STATION DESCRIPTION
 AE0895
 AE0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0895'7.0 MI N FROM RAMIRITO.
 AE0895'TO REACH FROM THE INTERSECTION OF A DIRT ROAD LEADING EAST AT
 AE0895'RAMIRITO, PROCEED 7.0 MILES NORTHERLY ALONG A GRAVEL ROAD TO SITE OF
 AE0895'BENCH MARK.  BENCH MARK IS 20.5 FEET WEST OF AND ABOUT THE SAME
 AE0895'ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  IT IS 30.0 FEET SOUTHWEST
 AE0895'OF A TELEPHONE POLE, 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE. MONUMENT
 AE0895'IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AE0895'0.3 FOOT.
 AE0895
 AE0895                          STATION RECOVERY (1972)
 AE0895
 AE0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1080 ***********************************************************************
 AE1080  DESIGNATION -  U 774
 AE1080  PID         -  AE1080
 AE1080  STATE/COUNTY-  TX/ZAPATA
 AE1080  USGS QUAD   -  BECKWITH ARM (1980)
 AE1080
 AE1080                         *CURRENT SURVEY CONTROL
 AE1080  ___________________________________________________________________
 AE1080* NAD 83(1986)-  26 43 50.     (N)    099 11 44.     (W)     SCALED    
 AE1080* NAVD 88     -        99.258  (meters)     325.65   (feet)  ADJUSTED  
 AE1080  ___________________________________________________________________
 AE1080  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AE1080  DYNAMIC HT  -          99.097 (meters)     325.12  (feet)  COMP
 AE1080  MODELED GRAV-     979,027.4   (mgal)                       NAVD 88
 AE1080
 AE1080  VERT ORDER  -  FIRST     CLASS II
 AE1080
 AE1080.The horizontal coordinates were scaled from a topographic map and have
 AE1080.an estimated accuracy of +/- 6 seconds.
 AE1080
 AE1080.The orthometric height was determined by differential leveling
 AE1080.and adjusted by the National Geodetic Survey in June 1991..
 AE1080
 AE1080.The geoid height was determined by GEOID03.
 AE1080
 AE1080.The dynamic height is computed by dividing the NAVD 88
 AE1080.geopotential number by the normal gravity value computed on the
 AE1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1080.degrees latitude (g = 980.6199 gals.).
 AE1080
 AE1080.The modeled gravity was interpolated from observed gravity values.
 AE1080
 AE1080;                    North         East    Units  Estimated Accuracy
 AE1080;SPC TX S     - 5,118,060.      230,810.      MT  (+/- 180 meters Scaled)
 AE1080
 AE1080                          SUPERSEDED SURVEY CONTROL
 AE1080
 AE1080  NGVD 29 (??/??/92)   99.301  (m)          325.79   (f) ADJ UNCH    1 2
 AE1080
 AE1080.Superseded values are not recommended for survey control.
 AE1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1080.See file dsdata.txt to determine how the superseded data were derived.
 AE1080
 AE1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ805566(NAD 83)
 AE1080_MARKER: DB = BENCH MARK DISK
 AE1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1080_SP_SET: CULVERT
 AE1080_STAMPING: U 774 1942
 AE1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1080
 AE1080  HISTORY     - Date     Condition        Report By
 AE1080  HISTORY     - 1942     MONUMENTED       CGS
 AE1080  HISTORY     - 1956     GOOD             NGS
 AE1080
 AE1080                          STATION DESCRIPTION
 AE1080
 AE1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1080'16.4 MI SE FROM ZAPATA.
 AE1080'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1080'ZAPATA, THENCE 13.0 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 0.05
 AE1080'MILE SOUTHEAST OF A JUNCTION WITH A ROAD LEADING NORTHEAST, 24 FEET
 AE1080'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE
 AE1080'NORTHWEST END OF THE NORTHEAST HEADWALL OF A SMALL CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0983 ***********************************************************************
 AJ0983  DESIGNATION -  U 775
 AJ0983  PID         -  AJ0983
 AJ0983  STATE/COUNTY-  TX/ZAPATA
 AJ0983  USGS QUAD   -  ARROYO BURRO (1980)
 AJ0983
 AJ0983                         *CURRENT SURVEY CONTROL
 AJ0983  ___________________________________________________________________
 AJ0983* NAD 83(1986)-  27 07 15.     (N)    099 19 16.     (W)     SCALED    
 AJ0983* NAVD 88     -       149.659  (meters)     491.01   (feet)  ADJUSTED  
 AJ0983  ___________________________________________________________________
 AJ0983  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AJ0983  DYNAMIC HT  -         149.418 (meters)     490.22  (feet)  COMP
 AJ0983  MODELED GRAV-     979,034.0   (mgal)                       NAVD 88
 AJ0983
 AJ0983  VERT ORDER  -  SECOND    CLASS 0
 AJ0983
 AJ0983.The horizontal coordinates were scaled from a topographic map and have
 AJ0983.an estimated accuracy of +/- 6 seconds.
 AJ0983
 AJ0983.The orthometric height was determined by differential leveling
 AJ0983.and adjusted by the National Geodetic Survey in June 1991..
 AJ0983
 AJ0983.The geoid height was determined by GEOID03.
 AJ0983
 AJ0983.The dynamic height is computed by dividing the NAVD 88
 AJ0983.geopotential number by the normal gravity value computed on the
 AJ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0983.degrees latitude (g = 980.6199 gals.).
 AJ0983
 AJ0983.The modeled gravity was interpolated from observed gravity values.
 AJ0983
 AJ0983;                    North         East    Units  Estimated Accuracy
 AJ0983;SPC TX S     - 5,161,370.      218,600.      MT  (+/- 180 meters Scaled)
 AJ0983
 AJ0983                          SUPERSEDED SURVEY CONTROL
 AJ0983
 AJ0983  NGVD 29 (??/??/92)  149.703  (m)          491.15   (f) ADJ UNCH    2 0
 AJ0983
 AJ0983.Superseded values are not recommended for survey control.
 AJ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0983.See file dsdata.txt to determine how the superseded data were derived.
 AJ0983
 AJ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ681998(NAD 83)
 AJ0983_MARKER: DB = BENCH MARK DISK
 AJ0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0983_SP_SET: CATTLE GUARD
 AJ0983_STAMPING: U 775 1943
 AJ0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0983
 AJ0983  HISTORY     - Date     Condition        Report By
 AJ0983  HISTORY     - 1943     MONUMENTED       CGS
 AJ0983  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0983
 AJ0983                          STATION DESCRIPTION
 AJ0983
 AJ0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0983'10.05 MI NE FROM SAN YGNACIO.
 AJ0983'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 10.05 MILES
 AJ0983'NORTHEAST ALONG A GRAVEL ROAD TO A CONCRETE CATTLE GUARD AND SITE OF
 AJ0983'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF THE
 AJ0983'WEST HEADWALL OF A CATTLE GUARD.  IT IS 5.5 FEET WEST OF AND ABOUT 2.0
 AJ0983'FEET ABOVE THE CENTERLINE OF ROAD.
 AJ0983
 AJ0983                          STATION RECOVERY (1975)
 AJ0983
 AJ0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0607 ***********************************************************************
 AJ0607  DESIGNATION -  U 777
 AJ0607  PID         -  AJ0607
 AJ0607  STATE/COUNTY-  TX/JIM HOGG
 AJ0607  USGS QUAD   -  RANDADO (1972)
 AJ0607
 AJ0607                         *CURRENT SURVEY CONTROL
 AJ0607  ___________________________________________________________________
 AJ0607* NAD 83(1986)-  27 04 41.     (N)    098 53 02.     (W)     SCALED    
 AJ0607* NAVD 88     -       205.038  (meters)     672.70   (feet)  ADJUSTED  
 AJ0607  ___________________________________________________________________
 AJ0607  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AJ0607  DYNAMIC HT  -         204.704 (meters)     671.60  (feet)  COMP
 AJ0607  MODELED GRAV-     979,014.1   (mgal)                       NAVD 88
 AJ0607
 AJ0607  VERT ORDER  -  SECOND    CLASS 0
 AJ0607
 AJ0607.The horizontal coordinates were scaled from a topographic map and have
 AJ0607.an estimated accuracy of +/- 6 seconds.
 AJ0607
 AJ0607.The orthometric height was determined by differential leveling
 AJ0607.and adjusted by the National Geodetic Survey in June 1991..
 AJ0607
 AJ0607.The geoid height was determined by GEOID03.
 AJ0607
 AJ0607.The dynamic height is computed by dividing the NAVD 88
 AJ0607.geopotential number by the normal gravity value computed on the
 AJ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0607.degrees latitude (g = 980.6199 gals.).
 AJ0607
 AJ0607.The modeled gravity was interpolated from observed gravity values.
 AJ0607
 AJ0607;                    North         East    Units  Estimated Accuracy
 AJ0607;SPC TX S     - 5,156,430.      261,930.      MT  (+/- 180 meters Scaled)
 AJ0607
 AJ0607                          SUPERSEDED SURVEY CONTROL
 AJ0607
 AJ0607  NGVD 29 (??/??/92)  205.049  (m)          672.73   (f) ADJ UNCH    2 0
 AJ0607
 AJ0607.Superseded values are not recommended for survey control.
 AJ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0607.See file dsdata.txt to determine how the superseded data were derived.
 AJ0607
 AJ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ115950(NAD 83)
 AJ0607_MARKER: DB = BENCH MARK DISK
 AJ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0607_STAMPING: U 777 1942
 AJ0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0607+STABILITY: SURFACE MOTION
 AJ0607
 AJ0607  HISTORY     - Date     Condition        Report By
 AJ0607  HISTORY     - 1942     MONUMENTED       CGS
 AJ0607  HISTORY     - 1949     GOOD             NGS
 AJ0607
 AJ0607                          STATION DESCRIPTION
 AJ0607
 AJ0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0607'24.0 MI SW FROM HEBBRONVILLE.
 AJ0607'A STANDARD DISK SET IN A CONCRETE MONUMENT, PROJECTING 2 INCHES, 30
 AJ0607'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 126 FEET EAST OF THE
 AJ0607'CENTERLINE OF A GRADED ROAD LEADING SOUTH TO HUMBLE CAMP 9 MI.  IT IS
 AJ0607'IN THE SOUTH EAST CORNER OF THE OLD RANDADO SCHOOL YARD, NOW A CORRAL
 AJ0607'100 YARDS SOUTH OF A WINDMILL, 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY
 AJ0607'FENCE AND 2.5 FEET WEST OF THE EAST FENCE OF THE CORRAL.  IT IS 2.5
 AJ0607'FEET EAST OF A WHITE 4X4 WITNESS POST.  NOTE-- TO REACH FROM
 AJ0607'HEBBRONVILLE - GO SOUTH FROM THE JUNCTION OF HIGHWAYS NOS. 285 AND 59
 AJ0607'ON NO. 285, 0.3 MILE.  THEN TURN RIGHT AND FOLLOW HIGHWAY NO. 496
 AJ0607'TOWARD ZAPATA, 23.7 MILES TO THE BENCH MARK ON THE RIGHT OR NORTH SIDE
 AJ0607'OF THE HIGHWAY.  THIS IS 0.1 MILE WEST OF A SMALL CAFE, RANDADO CAFE,
 AJ0607'AND A GRADED ROAD LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0569 ***********************************************************************
 AJ0569  DESIGNATION -  U 778
 AJ0569  PID         -  AJ0569
 AJ0569  STATE/COUNTY-  TX/JIM HOGG
 AJ0569  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0569
 AJ0569                         *CURRENT SURVEY CONTROL
 AJ0569  ___________________________________________________________________
 AJ0569* NAD 83(1986)-  27 18 15.     (N)    098 40 41.     (W)     SCALED    
 AJ0569* NAVD 88     -       163.107  (meters)     535.13   (feet)  ADJUSTED  
 AJ0569  ___________________________________________________________________
 AJ0569  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AJ0569  DYNAMIC HT  -         162.845 (meters)     534.27  (feet)  COMP
 AJ0569  MODELED GRAV-     979,036.5   (mgal)                       NAVD 88
 AJ0569
 AJ0569  VERT ORDER  -  SECOND    CLASS 0
 AJ0569
 AJ0569.The horizontal coordinates were scaled from a topographic map and have
 AJ0569.an estimated accuracy of +/- 6 seconds.
 AJ0569
 AJ0569.The orthometric height was determined by differential leveling
 AJ0569.and adjusted by the National Geodetic Survey in June 1991..
 AJ0569
 AJ0569.The geoid height was determined by GEOID03.
 AJ0569
 AJ0569.The dynamic height is computed by dividing the NAVD 88
 AJ0569.geopotential number by the normal gravity value computed on the
 AJ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0569.degrees latitude (g = 980.6199 gals.).
 AJ0569
 AJ0569.The modeled gravity was interpolated from observed gravity values.
 AJ0569
 AJ0569;                    North         East    Units  Estimated Accuracy
 AJ0569;SPC TX S     - 5,181,430.      282,380.      MT  (+/- 180 meters Scaled)
 AJ0569
 AJ0569                          SUPERSEDED SURVEY CONTROL
 AJ0569
 AJ0569  NGVD 29 (??/??/92)  163.136  (m)          535.22   (f) ADJ UNCH    2 0
 AJ0569
 AJ0569.Superseded values are not recommended for survey control.
 AJ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0569.See file dsdata.txt to determine how the superseded data were derived.
 AJ0569
 AJ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR318201(NAD 83)
 AJ0569_MARKER: DB = BENCH MARK DISK
 AJ0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0569_SP_SET: CULVERT
 AJ0569_STAMPING: U 778 1943
 AJ0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0569
 AJ0569  HISTORY     - Date     Condition        Report By
 AJ0569  HISTORY     - 1943     MONUMENTED       CGS
 AJ0569  HISTORY     - 1949     GOOD             NGS
 AJ0569
 AJ0569                          STATION DESCRIPTION
 AJ0569
 AJ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0569'IN HEBBRONVILLE.
 AJ0569'BENCH MARK IS ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY NUMBER 285 IN
 AJ0569'HEBBRONVILLE FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 59.  21
 AJ0569'FEET EAST OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.
 AJ0569'AND SET HORIZONTALLY IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 AJ0569'LARGE CONCRETE CULVERT.
 AJ0569
 AJ0569                          STATION RECOVERY (1949)
 AJ0569
 AJ0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AJ0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0570 ***********************************************************************
 AJ0570  DESIGNATION -  U 778 RESET 1970
 AJ0570  PID         -  AJ0570
 AJ0570  STATE/COUNTY-  TX/JIM HOGG
 AJ0570  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0570
 AJ0570                         *CURRENT SURVEY CONTROL
 AJ0570  ___________________________________________________________________
 AJ0570* NAD 83(1986)-  27 18 15.     (N)    098 40 41.     (W)     SCALED    
 AJ0570* NAVD 88     -       162.91   (meters)     534.5    (feet)  RESET     
 AJ0570  ___________________________________________________________________
 AJ0570  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AJ0570
 AJ0570  VERT ORDER  -  THIRD
 AJ0570
 AJ0570.The horizontal coordinates were scaled from a topographic map and have
 AJ0570.an estimated accuracy of +/- 6 seconds.
 AJ0570
 AJ0570.The orthometric height was computed from unverified reset data.
 AJ0570
 AJ0570.The geoid height was determined by GEOID03.
 AJ0570
 AJ0570;                    North         East    Units  Estimated Accuracy
 AJ0570;SPC TX S     - 5,181,430.      282,380.      MT  (+/- 180 meters Scaled)
 AJ0570
 AJ0570                          SUPERSEDED SURVEY CONTROL
 AJ0570
 AJ0570.No superseded survey control is available for this station.
 AJ0570
 AJ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR318201(NAD 83)
 AJ0570_MARKER: DB = BENCH MARK DISK
 AJ0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0570_SP_SET: CULVERT
 AJ0570_STAMPING: U 778 RESET 1970
 AJ0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0570
 AJ0570  HISTORY     - Date     Condition        Report By
 AJ0570  HISTORY     - 1970     MONUMENTED       TXHD
 AJ0570  HISTORY     - 1971     GOOD             NGS
 AJ0570
 AJ0570                          STATION DESCRIPTION
 AJ0570
 AJ0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AJ0570'IN HEBBRONVILLE.
 AJ0570'0.1 MILE SOUTH ALONG STATE HIGHWAYS 16 AND 285 FROM THE JUNCTION OF
 AJ0570'STATE HIGHWAY 359 AT HEBBRONVILLE, AT A LARGE CONCRETE CULVERT, IN THE
 AJ0570'TOP OF THE WEST SIDEWALK, 46 FEET WEST OF THE CENTER LINE OF THE
 AJ0570'HIGHWAY AND ABOUT 0.5 FOOT HIGHER THAN THE CENTER LINE OF STATE
 AJ0570'HIGHWAY 285.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0631 ***********************************************************************
 AJ0631  DESIGNATION -  U 779
 AJ0631  PID         -  AJ0631
 AJ0631  STATE/COUNTY-  TX/WEBB
 AJ0631  USGS QUAD   -  ALBERCAS RANCH (1972)
 AJ0631
 AJ0631                         *CURRENT SURVEY CONTROL
 AJ0631  ___________________________________________________________________
 AJ0631* NAD 83(1986)-  27 18 12.     (N)    098 57 51.     (W)     SCALED    
 AJ0631* NAVD 88     -       258.009  (meters)     846.48   (feet)  POSTED    
 AJ0631  ___________________________________________________________________
 AJ0631  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AJ0631  DYNAMIC HT  -         257.590 (meters)     845.11  (feet)  COMP
 AJ0631  MODELED GRAV-     979,023.4   (mgal)                       NAVD 88
 AJ0631
 AJ0631  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0631
 AJ0631.The horizontal coordinates were scaled from a topographic map and have
 AJ0631.an estimated accuracy of +/- 6 seconds.
 AJ0631
 AJ0631.The orthometric height was determined by differential leveling
 AJ0631.and adjusted by the National Geodetic Survey in 1992..
 AJ0631.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0631.rate of 1.1 thru 2.0 mm/km.
 AJ0631
 AJ0631.The geoid height was determined by GEOID03.
 AJ0631
 AJ0631.The dynamic height is computed by dividing the NAVD 88
 AJ0631.geopotential number by the normal gravity value computed on the
 AJ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0631.degrees latitude (g = 980.6199 gals.).
 AJ0631
 AJ0631.The modeled gravity was interpolated from observed gravity values.
 AJ0631
 AJ0631;                    North         East    Units  Estimated Accuracy
 AJ0631;SPC TX S     - 5,181,410.      254,060.      MT  (+/- 180 meters Scaled)
 AJ0631
 AJ0631                          SUPERSEDED SURVEY CONTROL
 AJ0631
 AJ0631  NGVD 29 (??/??/92)  258.033  (m)          846.56   (f) ADJ UNCH    2 0
 AJ0631
 AJ0631.Superseded values are not recommended for survey control.
 AJ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0631.See file dsdata.txt to determine how the superseded data were derived.
 AJ0631
 AJ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR035200(NAD 83)
 AJ0631_MARKER: DB = BENCH MARK DISK
 AJ0631_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0631_SP_SET: OUTCROP
 AJ0631_STAMPING: U 779 1943
 AJ0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0631+STABILITY: POSITION/ELEVATION WELL
 AJ0631
 AJ0631  HISTORY     - Date     Condition        Report By
 AJ0631  HISTORY     - 1943     MONUMENTED       CGS
 AJ0631
 AJ0631                          STATION DESCRIPTION
 AJ0631
 AJ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0631'9.6 MI S FROM MIRANDO CITY.
 AJ0631'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0631'PAVED ROAD AND GO 9.6 MILES TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AJ0631'HORIZONTALLY IN TOP OF A WHITE ROCK OUTCROP.  IT IS ABOUT 400 FEET
 AJ0631'NORTH OF A CROSSROAD WITH A CATTLEGUARD IN EACH RIGHT OF WAY FENCE. 27
 AJ0631'FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE PAVED
 AJ0631'ROAD.  AND 8.0 FEET WEST OF THE EAST RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0043 ***********************************************************************
 BO0043  DESIGNATION -  U 78 RESET 1962
 BO0043  PID         -  BO0043
 BO0043  STATE/COUNTY-  TX/EDWARDS
 BO0043  USGS QUAD   -  RAY LAKE SW (1987)
 BO0043
 BO0043                         *CURRENT SURVEY CONTROL
 BO0043  ___________________________________________________________________
 BO0043* NAD 83(1986)-  30 00 28.     (N)    100 23 11.     (W)     SCALED    
 BO0043* NAVD 88     -       655.450  (meters)    2150.42   (feet)  ADJUSTED  
 BO0043  ___________________________________________________________________
 BO0043  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 BO0043  DYNAMIC HT  -         654.475 (meters)    2147.22  (feet)  COMP
 BO0043  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 BO0043
 BO0043  VERT ORDER  -  FIRST     CLASS II
 BO0043
 BO0043.The horizontal coordinates were scaled from a topographic map and have
 BO0043.an estimated accuracy of +/- 6 seconds.
 BO0043
 BO0043.The orthometric height was determined by differential leveling
 BO0043.and adjusted by the National Geodetic Survey in June 1991..
 BO0043
 BO0043.The geoid height was determined by GEOID03.
 BO0043
 BO0043.The dynamic height is computed by dividing the NAVD 88
 BO0043.geopotential number by the normal gravity value computed on the
 BO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0043.degrees latitude (g = 980.6199 gals.).
 BO0043
 BO0043.The modeled gravity was interpolated from observed gravity values.
 BO0043
 BO0043;                    North         East    Units  Estimated Accuracy
 BO0043;SPC TXSC     - 4,241,780.      466,260.      MT  (+/- 180 meters Scaled)
 BO0043
 BO0043                          SUPERSEDED SURVEY CONTROL
 BO0043
 BO0043.No superseded survey control is available for this station.
 BO0043
 BO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU662204(NAD 83)
 BO0043_MARKER: DB = BENCH MARK DISK
 BO0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0043_STAMPING: U 78 RESET 1962
 BO0043_MARK LOGO: CGS   
 BO0043_PROJECTION: PROJECTING 5 CENTIMETERS
 BO0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0043+STABILITY: SURFACE MOTION
 BO0043
 BO0043  HISTORY     - Date     Condition        Report By
 BO0043  HISTORY     - 1962     MONUMENTED       CGS
 BO0043  HISTORY     - 1971     GOOD             USGS
 BO0043  HISTORY     - 1981     GOOD             NGS
 BO0043
 BO0043                          STATION DESCRIPTION
 BO0043
 BO0043'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0043'10.7 MI SW FROM ROCK SPRINGS.
 BO0043'10.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE COURTHOUSE AT
 BO0043'ROCKSPRINGS, EDWARDS COUNTY, 31 FEET NORTH OF THE CENTERLINE OF THE
 BO0043'HIGHWAY, 13 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A
 BO0043'WITNESS SIGN, 1 FOOT NORTH OF THE ROW FENCE.  A STANDARD DISK. STAMPED
 BO0043'U 78 RESET 1962 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BO0043'INCHES ABOVE GROUND.
 BO0043
 BO0043                          STATION RECOVERY (1981)
 BO0043
 BO0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0043'18.0 KM (11.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0043'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, 1.0 KM (0.6 MI) EAST OF
 BO0043'A FIELD ROAD LEADING SOUTH, 0.3 KM (0.2 MI) WEST OF A FIELD ROAD
 BO0043'LEADING SOUTH, 17.7 METERS (58.1 FT) NORTH OF THE CENTERLINE OF THE
 BO0043'HIGHWAY, 4.0 METERS (13.1 FT) SOUTHEAST OF A UTILITY POLE AND 1.2
 BO0043'METERS (3.9 FT) SOUTH OF A FENCE.
 BO0043'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 BO0043'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0689 ***********************************************************************
 AJ0689  DESIGNATION -  U 780
 AJ0689  PID         -  AJ0689
 AJ0689  STATE/COUNTY-  TX/JIM HOGG
 AJ0689  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0689
 AJ0689                         *CURRENT SURVEY CONTROL
 AJ0689  ___________________________________________________________________
 AJ0689* NAD 83(1986)-  27 11 58.     (N)    098 55 11.     (W)     SCALED    
 AJ0689* NAVD 88     -       212.375  (meters)     696.77   (feet)  POSTED    
 AJ0689  ___________________________________________________________________
 AJ0689  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AJ0689  DYNAMIC HT  -         212.030 (meters)     695.64  (feet)  COMP
 AJ0689  MODELED GRAV-     979,026.1   (mgal)                       NAVD 88
 AJ0689
 AJ0689  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0689
 AJ0689.The horizontal coordinates were scaled from a topographic map and have
 AJ0689.an estimated accuracy of +/- 6 seconds.
 AJ0689
 AJ0689.The orthometric height was determined by differential leveling
 AJ0689.and adjusted by the National Geodetic Survey in 1992..
 AJ0689.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0689.rate of 0.0 thru 1.0 mm/km.
 AJ0689
 AJ0689.The geoid height was determined by GEOID03.
 AJ0689
 AJ0689.The dynamic height is computed by dividing the NAVD 88
 AJ0689.geopotential number by the normal gravity value computed on the
 AJ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0689.degrees latitude (g = 980.6199 gals.).
 AJ0689
 AJ0689.The modeled gravity was interpolated from observed gravity values.
 AJ0689
 AJ0689;                    North         East    Units  Estimated Accuracy
 AJ0689;SPC TX S     - 5,169,890.      258,420.      MT  (+/- 180 meters Scaled)
 AJ0689
 AJ0689                          SUPERSEDED SURVEY CONTROL
 AJ0689
 AJ0689  NGVD 29 (??/??/92)  212.402  (m)          696.86   (f) ADJ UNCH    2 0
 AJ0689
 AJ0689.Superseded values are not recommended for survey control.
 AJ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0689.See file dsdata.txt to determine how the superseded data were derived.
 AJ0689
 AJ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR079085(NAD 83)
 AJ0689_MARKER: DB = BENCH MARK DISK
 AJ0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0689_STAMPING: U 780 1943
 AJ0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0689+STABILITY: SURFACE MOTION
 AJ0689
 AJ0689  HISTORY     - Date     Condition        Report By
 AJ0689  HISTORY     - 1933     MONUMENTED       CGS
 AJ0689
 AJ0689                          STATION DESCRIPTION
 AJ0689
 AJ0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0689'19.8 MI SW FROM HEBBRONVILLE.
 AJ0689'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0689'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0689'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.
 AJ0689'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 17.8 MILES TO
 AJ0689'SITE OF BENCH MARK.  BENCH MARK IS ON TOP OF A SMALL WHITE HILL, ABOUT
 AJ0689'1.3 MILES EASTERLY FROM THOMPSONVILLE.  ABOUT 0.1 MILE NORTHEAST OF A
 AJ0689'CURVE.  27 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AJ0689'OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0887 ***********************************************************************
 AE0887  DESIGNATION -  U 781
 AE0887  PID         -  AE0887
 AE0887  STATE/COUNTY-  TX/JIM HOGG
 AE0887  USGS QUAD   -  AGUA NUEVA (1972)
 AE0887
 AE0887                         *CURRENT SURVEY CONTROL
 AE0887  ___________________________________________________________________
 AE0887* NAD 83(1986)-  26 57 29.     (N)    098 35 21.     (W)     SCALED    
 AE0887* NAVD 88     -       131.590  (meters)     431.72   (feet)  ADJUSTED  
 AE0887  ___________________________________________________________________
 AE0887  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AE0887  DYNAMIC HT  -         131.377 (meters)     431.03  (feet)  COMP
 AE0887  MODELED GRAV-     979,024.8   (mgal)                       NAVD 88
 AE0887
 AE0887  VERT ORDER  -  SECOND    CLASS 0
 AE0887
 AE0887.The horizontal coordinates were scaled from a topographic map and have
 AE0887.an estimated accuracy of +/- 6 seconds.
 AE0887
 AE0887.The orthometric height was determined by differential leveling
 AE0887.and adjusted by the National Geodetic Survey in June 1991..
 AE0887
 AE0887.The geoid height was determined by GEOID03.
 AE0887
 AE0887.The dynamic height is computed by dividing the NAVD 88
 AE0887.geopotential number by the normal gravity value computed on the
 AE0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0887.degrees latitude (g = 980.6199 gals.).
 AE0887
 AE0887.The modeled gravity was interpolated from observed gravity values.
 AE0887
 AE0887;                    North         East    Units  Estimated Accuracy
 AE0887;SPC TX S     - 5,143,080.      291,150.      MT  (+/- 180 meters Scaled)
 AE0887
 AE0887                          SUPERSEDED SURVEY CONTROL
 AE0887
 AE0887  NGVD 29 (??/??/92)  131.636  (m)          431.88   (f) ADJ UNCH    2 0
 AE0887
 AE0887.Superseded values are not recommended for survey control.
 AE0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0887.See file dsdata.txt to determine how the superseded data were derived.
 AE0887
 AE0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ407818(NAD 83)
 AE0887_MARKER: DB = BENCH MARK DISK
 AE0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0887_STAMPING: U 781 1943
 AE0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0887+STABILITY: SURFACE MOTION
 AE0887
 AE0887  HISTORY     - Date     Condition        Report By
 AE0887  HISTORY     - 1943     MONUMENTED       CGS
 AE0887  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0887
 AE0887                          STATION DESCRIPTION
 AE0887
 AE0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0887'4.3 MI N FROM AGUA NUEVA.
 AE0887'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED NORTHERLY ON THE
 AE0887'ROAD TO HEBBRONVILLE AND GO 4.3 MILES TO A SHARP CURVE IN THE ROAD AND
 AE0887'SITE OF BENCH MARK.  BENCH MARK IS ON THE OUTSIDE OF THE CURVE, 25
 AE0887'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD EXTENDED.  18 FEET
 AE0887'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD EXTENDED.  3.0 FEET
 AE0887'NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF THE
 AE0887'RIGHT OF WAY FENCE.
 AE0887
 AE0887                          STATION RECOVERY (1972)
 AE0887
 AE0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0961 ***********************************************************************
 AE0961  DESIGNATION -  U 782
 AE0961  PID         -  AE0961
 AE0961  STATE/COUNTY-  TX/JIM HOGG
 AE0961  USGS QUAD   -  SAN ANTONIO VIEJO (1993)
 AE0961
 AE0961                         *CURRENT SURVEY CONTROL
 AE0961  ___________________________________________________________________
 AE0961* NAD 83(1986)-  26 57 04.     (N)    098 46 03.     (W)     SCALED    
 AE0961* NAVD 88     -       204.548  (meters)     671.09   (feet)  ADJUSTED  
 AE0961  ___________________________________________________________________
 AE0961  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AE0961  DYNAMIC HT  -         204.213 (meters)     669.99  (feet)  COMP
 AE0961  MODELED GRAV-     979,005.2   (mgal)                       NAVD 88
 AE0961
 AE0961  VERT ORDER  -  SECOND    CLASS 0
 AE0961
 AE0961.The horizontal coordinates were scaled from a topographic map and have
 AE0961.an estimated accuracy of +/- 6 seconds.
 AE0961
 AE0961.The orthometric height was determined by differential leveling
 AE0961.and adjusted by the National Geodetic Survey in June 1991..
 AE0961
 AE0961.The geoid height was determined by GEOID03.
 AE0961
 AE0961.The dynamic height is computed by dividing the NAVD 88
 AE0961.geopotential number by the normal gravity value computed on the
 AE0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0961.degrees latitude (g = 980.6199 gals.).
 AE0961
 AE0961.The modeled gravity was interpolated from observed gravity values.
 AE0961
 AE0961;                    North         East    Units  Estimated Accuracy
 AE0961;SPC TX S     - 5,142,330.      273,440.      MT  (+/- 180 meters Scaled)
 AE0961
 AE0961                          SUPERSEDED SURVEY CONTROL
 AE0961
 AE0961  NGVD 29 (??/??/92)  204.567  (m)          671.15   (f) ADJ UNCH    2 0
 AE0961
 AE0961.Superseded values are not recommended for survey control.
 AE0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0961.See file dsdata.txt to determine how the superseded data were derived.
 AE0961
 AE0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ230810(NAD 83)
 AE0961_MARKER: DB = BENCH MARK DISK
 AE0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0961_STAMPING: U 782 1943
 AE0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0961+STABILITY: SURFACE MOTION
 AE0961
 AE0961  HISTORY     - Date     Condition        Report By
 AE0961  HISTORY     - 1943     MONUMENTED       CGS
 AE0961
 AE0961                          STATION DESCRIPTION
 AE0961
 AE0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0961'4.3 MI E FROM T T EAST RANCH HEADQUARTERS.
 AE0961'TO REACH FROM THE RANCH HEADQUARTERS, PROCEED EASTERLY ON TRACK ROAD
 AE0961'AND GO 4.3 MILES TO A CORRAL AND SITE OF BENCH MARK.  BENCH MARK IS
 AE0961'ABOUT 500 FEET SOUTH OF TWO WINDMILLS AND A LARGE ROUND CONCRETE WATER
 AE0961'TANK.  48 FEET SOUTH OF THE CENTER OF A GATE IN THE NORTH-SOUTH FENCE.
 AE0961'48 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD.  3.0 FEET NORTH OF
 AE0961'A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1304 ***********************************************************************
 AX1304  DESIGNATION -  U 783
 AX1304  PID         -  AX1304
 AX1304  STATE/COUNTY-  TX/BASTROP
 AX1304  USGS QUAD   -  TOGO (1981)
 AX1304
 AX1304                         *CURRENT SURVEY CONTROL
 AX1304  ___________________________________________________________________
 AX1304* NAD 83(1986)-  29 58 38.     (N)    097 11 50.     (W)     SCALED    
 AX1304* NAVD 88     -       136.00   (+/-2cm)     446.2    (feet)  VERTCON   
 AX1304  ___________________________________________________________________
 AX1304  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AX1304
 AX1304  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1304
 AX1304.The horizontal coordinates were scaled from a topographic map and have
 AX1304.an estimated accuracy of +/- 6 seconds.
 AX1304
 AX1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1304.The vertical order pertains to the NGVD 29 superseded value.
 AX1304
 AX1304.The geoid height was determined by GEOID03.
 AX1304
 AX1304;                    North         East    Units  Estimated Accuracy
 AX1304;SPC TX C     - 3,038,690.    1,002,630.      MT  (+/- 180 meters Scaled)
 AX1304
 AX1304                          SUPERSEDED SURVEY CONTROL
 AX1304
 AX1304  NGVD 29 (??/??/92)  135.945  (m)          446.01   (f) ADJ UNCH    1 2
 AX1304
 AX1304.Superseded values are not recommended for survey control.
 AX1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1304.See file dsdata.txt to determine how the superseded data were derived.
 AX1304
 AX1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU739176(NAD 83)
 AX1304_MARKER: DB = BENCH MARK DISK
 AX1304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1304_SP_SET: CULVERT
 AX1304_STAMPING: U 783 1943
 AX1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1304
 AX1304  HISTORY     - Date     Condition        Report By
 AX1304  HISTORY     - 1943     MONUMENTED       CGS
 AX1304
 AX1304                          STATION DESCRIPTION
 AX1304
 AX1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1304'3.3 MI W FROM SMITHVILLE.
 AX1304'3.3 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1304'STATION AT SMITHVILLE, 0.3 MILE WEST OF MILEPOST 3, AT A LARGE
 AX1304'CONCRETE CULVERT, IN THE TOP OF THE EASST END OF THE SOUTH HEADWALL,
 AX1304'14 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER
 AX1304'THAN THE TRACK.  A STANDARD DISK, STAMPED U 783 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1332 ***********************************************************************
 AX1332  DESIGNATION -  U 784
 AX1332  PID         -  AX1332
 AX1332  STATE/COUNTY-  TX/BASTROP
 AX1332  USGS QUAD   -  RED ROCK (1981)
 AX1332
 AX1332                         *CURRENT SURVEY CONTROL
 AX1332  ___________________________________________________________________
 AX1332* NAD 83(1986)-  29 57 33.     (N)    097 28 13.     (W)     SCALED    
 AX1332* NAVD 88     -       136.01   (+/-2cm)     446.2    (feet)  VERTCON   
 AX1332  ___________________________________________________________________
 AX1332  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX1332
 AX1332  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1332
 AX1332.The horizontal coordinates were scaled from a topographic map and have
 AX1332.an estimated accuracy of +/- 6 seconds.
 AX1332
 AX1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1332.The vertical order pertains to the NGVD 29 superseded value.
 AX1332
 AX1332.The geoid height was determined by GEOID03.
 AX1332
 AX1332;                    North         East    Units  Estimated Accuracy
 AX1332;SPC TX C     - 3,035,980.      976,340.      MT  (+/- 180 meters Scaled)
 AX1332
 AX1332                          SUPERSEDED SURVEY CONTROL
 AX1332
 AX1332  NGVD 29 (??/??/92)  135.943  (m)          446.01   (f) ADJ UNCH    1 2
 AX1332
 AX1332.Superseded values are not recommended for survey control.
 AX1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1332.See file dsdata.txt to determine how the superseded data were derived.
 AX1332
 AX1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU476152(NAD 83)
 AX1332_MARKER: DB = BENCH MARK DISK
 AX1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1332_SP_SET: CULVERT
 AX1332_STAMPING: U 784 1943
 AX1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1332
 AX1332  HISTORY     - Date     Condition        Report By
 AX1332  HISTORY     - 1943     MONUMENTED       CGS
 AX1332
 AX1332                          STATION DESCRIPTION
 AX1332
 AX1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1332'1.8 MI W FROM REDROCK.
 AX1332'1.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1332'STATION AT REDROCK, 0.3 MILE SOUTHWEST OF MILEPOST 22, AT A LARGE
 AX1332'CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 AX1332'HEADWALL, 12 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT
 AX1332'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 784 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2143 ***********************************************************************
 AX2143  DESIGNATION -  U 785
 AX2143  PID         -  AX2143
 AX2143  STATE/COUNTY-  TX/CALDWELL
 AX2143  USGS QUAD   -  UHLAND (1994)
 AX2143
 AX2143                         *CURRENT SURVEY CONTROL
 AX2143  ___________________________________________________________________
 AX2143* NAD 83(1986)-  29 52 57.     (N)    097 46 32.     (W)     SCALED    
 AX2143* NAVD 88     -       182.22   (+/-2cm)     597.8    (feet)  VERTCON   
 AX2143  ___________________________________________________________________
 AX2143  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX2143
 AX2143  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2143
 AX2143.The horizontal coordinates were scaled from a topographic map and have
 AX2143.an estimated accuracy of +/- 6 seconds.
 AX2143
 AX2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2143.The vertical order pertains to the NGVD 29 superseded value.
 AX2143
 AX2143.The geoid height was determined by GEOID03.
 AX2143
 AX2143;                    North         East    Units  Estimated Accuracy
 AX2143;SPC TXSC     - 4,227,720.      718,270.      MT  (+/- 180 meters Scaled)
 AX2143
 AX2143                          SUPERSEDED SURVEY CONTROL
 AX2143
 AX2143  NGVD 29 (??/??/92)  182.128  (m)          597.53   (f) ADJ UNCH    1 2
 AX2143
 AX2143.Superseded values are not recommended for survey control.
 AX2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2143.See file dsdata.txt to determine how the superseded data were derived.
 AX2143
 AX2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU182063(NAD 83)
 AX2143_MARKER: DB = BENCH MARK DISK
 AX2143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2143_SP_SET: CULVERT
 AX2143_STAMPING: U 785 1943
 AX2143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2143
 AX2143  HISTORY     - Date     Condition        Report By
 AX2143  HISTORY     - 1943     MONUMENTED       CGS
 AX2143  HISTORY     - 1959     GOOD             NGS
 AX2143  HISTORY     - 19870721 MARK NOT FOUND   USPSQD
 AX2143
 AX2143                          STATION DESCRIPTION
 AX2143
 AX2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2143'1.2 MI E FROM MAXWELL.
 AX2143'1.2 MILES EAST ALONG THE MISSOUR-KANSAS-TEEXAS RAILROAD FROM THE
 AX2143'STATION AT MAXWELL, AT A CONCRETE CULVERT, IN THE TOP OF THE WEST END
 AX2143'OF THE NORTH HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 AX2143'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 785 1943.
 AX2143
 AX2143                          STATION RECOVERY (1987)
 AX2143
 AX2143'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0035 ***********************************************************************
 AY0035  DESIGNATION -  U 786
 AY0035  PID         -  AY0035
 AY0035  STATE/COUNTY-  TX/COMAL
 AY0035  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0035
 AY0035                         *CURRENT SURVEY CONTROL
 AY0035  ___________________________________________________________________
 AY0035* NAD 83(1986)-  29 41 45.     (N)    098 06 53.     (W)     SCALED    
 AY0035* NAVD 88     -       189.976  (meters)     623.28   (feet)  ADJUSTED  
 AY0035  ___________________________________________________________________
 AY0035  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY0035  DYNAMIC HT  -         189.704 (meters)     622.39  (feet)  COMP
 AY0035  MODELED GRAV-     979,205.3   (mgal)                       NAVD 88
 AY0035
 AY0035  VERT ORDER  -  FIRST     CLASS II
 AY0035
 AY0035.The horizontal coordinates were scaled from a topographic map and have
 AY0035.an estimated accuracy of +/- 6 seconds.
 AY0035
 AY0035.The orthometric height was determined by differential leveling
 AY0035.and adjusted by the National Geodetic Survey in June 1991..
 AY0035.WARNING-Repeat measurements at this control monument indicate possible
 AY0035.vertical movement.
 AY0035
 AY0035.The geoid height was determined by GEOID03.
 AY0035
 AY0035.The dynamic height is computed by dividing the NAVD 88
 AY0035.geopotential number by the normal gravity value computed on the
 AY0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0035.degrees latitude (g = 980.6199 gals.).
 AY0035
 AY0035.The modeled gravity was interpolated from observed gravity values.
 AY0035
 AY0035;                    North         East    Units  Estimated Accuracy
 AY0035;SPC TXSC     - 4,206,740.      685,670.      MT  (+/- 180 meters Scaled)
 AY0035
 AY0035                          SUPERSEDED SURVEY CONTROL
 AY0035
 AY0035.No superseded survey control is available for this station.
 AY0035
 AY0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT856854(NAD 83)
 AY0035_MARKER: DB = BENCH MARK DISK
 AY0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0035_SP_SET: ABUTMENT
 AY0035_STAMPING: U 786 1943
 AY0035_MARK LOGO: CGS   
 AY0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0035
 AY0035  HISTORY     - Date     Condition        Report By
 AY0035  HISTORY     - 1943     MONUMENTED       CGS
 AY0035  HISTORY     - 1980     GOOD             NGS
 AY0035  HISTORY     - 1989     GOOD             USPSQD
 AY0035  HISTORY     - 1990     GOOD             USPSQD
 AY0035  HISTORY     - 19930808 POOR             USPSQD
 AY0035  HISTORY     - 19990925 POOR             USPSQD
 AY0035  HISTORY     - 20030517 POOR             USPSQD
 AY0035  HISTORY     - 20060719 POOR             USPSQD
 AY0035
 AY0035                          STATION DESCRIPTION
 AY0035
 AY0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0035'IN NEW BRAUNFELS.
 AY0035'AT NEW BRAUNFELS, COMAL COUNTY, ON THE MISSOURI PACIFIC RAILROAD, AT
 AY0035'THE BRIDGE OVER SOUTH SEGUIN STREET, IN THE TOP OF THE NORTHWEST END
 AY0035'OF THE NORTHEAST ABUTMENT, 12 FEET NORTHWEST OF THE CENTERLINE OF THE
 AY0035'TRACK, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 AY0035'STAMPED U 786 1943.
 AY0035
 AY0035                          STATION RECOVERY (1980)
 AY0035
 AY0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0035'RECOVERED IN GOOD CONDITION.
 AY0035
 AY0035                          STATION RECOVERY (1989)
 AY0035
 AY0035'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0035'RECOVERED IN GOOD CONDITION.
 AY0035
 AY0035                          STATION RECOVERY (1990)
 AY0035
 AY0035'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY0035'RECOVERED IN GOOD CONDITION.
 AY0035
 AY0035                          STATION RECOVERY (1993)
 AY0035
 AY0035'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0035'MARK RECOVERED IN POOR CONDITION.
 AY0035
 AY0035                          STATION RECOVERY (1999)
 AY0035
 AY0035'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0035'MARK RECOVERED IN POOR CONDITION.
 AY0035
 AY0035                          STATION RECOVERY (2003)
 AY0035
 AY0035'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AY0035'MARK RECOVERED IN POOR CONDITION.
 AY0035
 AY0035                          STATION RECOVERY (2006)
 AY0035
 AY0035'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY0035'POOR CONDITION   CAN ONLY READ THE U IN THE STAMPING NUMBER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1258 ***********************************************************************
 AX1258  DESIGNATION -  U 789
 AX1258  PID         -  AX1258
 AX1258  STATE/COUNTY-  TX/HAYS
 AX1258  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX1258
 AX1258                         *CURRENT SURVEY CONTROL
 AX1258  ___________________________________________________________________
 AX1258* NAD 83(1986)-  29 54 15.     (N)    097 54 45.     (W)     SCALED    
 AX1258* NAVD 88     -       190.146  (meters)     623.84   (feet)  ADJUSTED  
 AX1258  ___________________________________________________________________
 AX1258  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AX1258  DYNAMIC HT  -         189.878 (meters)     622.96  (feet)  COMP
 AX1258  MODELED GRAV-     979,227.5   (mgal)                       NAVD 88
 AX1258
 AX1258  VERT ORDER  -  FIRST     CLASS II
 AX1258
 AX1258.The horizontal coordinates were scaled from a topographic map and have
 AX1258.an estimated accuracy of +/- 6 seconds.
 AX1258
 AX1258.The orthometric height was determined by differential leveling
 AX1258.and adjusted by the National Geodetic Survey in June 1991..
 AX1258
 AX1258.The geoid height was determined by GEOID03.
 AX1258
 AX1258.The dynamic height is computed by dividing the NAVD 88
 AX1258.geopotential number by the normal gravity value computed on the
 AX1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1258.degrees latitude (g = 980.6199 gals.).
 AX1258
 AX1258.The modeled gravity was interpolated from observed gravity values.
 AX1258
 AX1258;                    North         East    Units  Estimated Accuracy
 AX1258;SPC TXSC     - 4,230,000.      705,020.      MT  (+/- 180 meters Scaled)
 AX1258
 AX1258                          SUPERSEDED SURVEY CONTROL
 AX1258
 AX1258  NGVD 29 (??/??/92)  190.062  (m)          623.56   (f) ADJ UNCH    1 2
 AX1258
 AX1258.Superseded values are not recommended for survey control.
 AX1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1258.See file dsdata.txt to determine how the superseded data were derived.
 AX1258
 AX1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU049086(NAD 83)
 AX1258_MARKER: DB = BENCH MARK DISK
 AX1258_SETTING: 66 = SET IN ROCK OUTCROP
 AX1258_SP_SET: LIMESTONE OUTCROP
 AX1258_STAMPING: U 789 1943
 AX1258_MARK LOGO: CGS   
 AX1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX1258+STABILITY: POSITION/ELEVATION WELL
 AX1258
 AX1258  HISTORY     - Date     Condition        Report By
 AX1258  HISTORY     - 1943     MONUMENTED       CGS
 AX1258  HISTORY     - 1959     GOOD             NGS
 AX1258  HISTORY     - 1980     GOOD             NGS
 AX1258  HISTORY     - 19910828 GOOD             USPSQD
 AX1258  HISTORY     - 19930808 GOOD             USPSQD
 AX1258  HISTORY     - 19990925 GOOD             USPSQD
 AX1258  HISTORY     - 20020928 GOOD             USPSQD
 AX1258
 AX1258                          STATION DESCRIPTION
 AX1258
 AX1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX1258'2.3 MI N FROM SAN MARCOS.
 AX1258'2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AX1258'AT SAN MARCOS.  102 FEET WEST OF, AND 2.0 FEET BELOW THE CENTERLINE OF
 AX1258'THE RR.  84 FEET EAST OF THE CENTERLINE OF A PAVED ROAD PARALLELING
 AX1258'THE RR.  12 FEET NORTH OF THE CENTERLINE OF A FARM ROAD CROSSING THE
 AX1258'RR., AND SET HORIZONTALLY IN TOP OF A LIME-STONE OUTCROP. NOTE-- 1959
 AX1258'HKB REPORT-- THE MARK IS 110 FEET NW OF CENTERLINE OF RR TRACKS AND IS
 AX1258'1.0 FEET HIGHER IN ELEV.  10 FEET NE OF CENTERLINE OF FARM ROAD AND IS
 AX1258'0.6 FEET HIGHER IN ELEV.  87 FEET SE OF CENTERLINE OF HIGHWAY AND IS
 AX1258'3.3 FEET LOWER IN ELEV.
 AX1258
 AX1258                          STATION RECOVERY (1980)
 AX1258
 AX1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX1258'0.3 KM (0.2 MI) NORTH ALONG LYNDON B JOHNSON DRIVE FROM THE COURTHOUSE
 AX1258'IN SAN MARCOS, THENCE 1.7 KM (1.05 MI) NORTHEAST ALONG LOOP 82, THENCE
 AX1258'1.9 KM (1.2 MI) NORTHEAST ALONG POST ROAD, AT THE JUNCTION OF A ROAD
 AX1258'LEADING SOUTHEAST, ON TOP OF A LIMESTONE OUTCROP, 26.8 METERS
 AX1258'(88.0 FT) SOUTHEAST OF THE CENTERLINE OF POST ROAD, 30.8 METERS
 AX1258'(101.5 FT) NORTHWEST OF THE WEST RAIL OF THE MISSOURI PACIFIC
 AX1258'RAILROAD, 33.8 METERS (111 FT) SOUTHEAST AND ACROSS POST ROAD FROM A
 AX1258'POWERLINE POLE WITH A TRANSFORMER, 2.7 METERS (9.0 FT) NORTHEAST OF
 AX1258'THE CENTER OF THE ROAD LEADING SOUTHEAST, 2.4 METERS (8.0 FT)
 AX1258'SOUTHWEST OF AN EAST-WEST FENCE.  NOTE-THE OUTCROP IS LOCATED ON THE
 AX1258'ROAD AND IS SUBJECT TO IMPACT.
 AX1258'THE MARK IS 0.3 M BELOW POST ROAD.
 AX1258
 AX1258                          STATION RECOVERY (1991)
 AX1258
 AX1258'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX1258'RECOVERED IN GOOD CONDITION.
 AX1258
 AX1258                          STATION RECOVERY (1993)
 AX1258
 AX1258'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1258'RECOVERED IN GOOD CONDITION.
 AX1258
 AX1258                          STATION RECOVERY (1999)
 AX1258
 AX1258'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1258'RECOVERED IN GOOD CONDITION.
 AX1258
 AX1258                          STATION RECOVERY (2002)
 AX1258
 AX1258'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AX1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0207 ***********************************************************************
 AZ0207  DESIGNATION -  U 79
 AZ0207  PID         -  AZ0207
 AZ0207  STATE/COUNTY-  TX/VAL VERDE
 AZ0207  USGS QUAD   -  MIERS RANCH (1972)
 AZ0207
 AZ0207                         *CURRENT SURVEY CONTROL
 AZ0207  ___________________________________________________________________
 AZ0207* NAD 83(1986)-  29 39 14.     (N)    100 52 13.     (W)     SCALED    
 AZ0207* NAVD 88     -       466.334  (meters)    1529.96   (feet)  POSTED    
 AZ0207  ___________________________________________________________________
 AZ0207  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0207  DYNAMIC HT  -         465.650 (meters)    1527.72  (feet)  COMP
 AZ0207  MODELED GRAV-     979,159.6   (mgal)                       NAVD 88
 AZ0207
 AZ0207  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0207
 AZ0207.The horizontal coordinates were scaled from a topographic map and have
 AZ0207.an estimated accuracy of +/- 6 seconds.
 AZ0207
 AZ0207.The orthometric height was determined by differential leveling
 AZ0207.and adjusted by the National Geodetic Survey in 1992..
 AZ0207.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0207.rate of 0.0 thru 1.0 mm/km.
 AZ0207
 AZ0207.The geoid height was determined by GEOID03.
 AZ0207
 AZ0207.The dynamic height is computed by dividing the NAVD 88
 AZ0207.geopotential number by the normal gravity value computed on the
 AZ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0207.degrees latitude (g = 980.6199 gals.).
 AZ0207
 AZ0207.The modeled gravity was interpolated from observed gravity values.
 AZ0207
 AZ0207;                    North         East    Units  Estimated Accuracy
 AZ0207;SPC TXSC     - 4,203,210.      418,950.      MT  (+/- 180 meters Scaled)
 AZ0207
 AZ0207                          SUPERSEDED SURVEY CONTROL
 AZ0207
 AZ0207  NGVD 29 (??/??/92)  466.275  (m)         1529.77   (f) ADJ UNCH    1 2
 AZ0207
 AZ0207.Superseded values are not recommended for survey control.
 AZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0207.See file dsdata.txt to determine how the superseded data were derived.
 AZ0207
 AZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT189818(NAD 83)
 AZ0207_MARKER: DB = BENCH MARK DISK
 AZ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0207_STAMPING: 1529.771 U 79 1931
 AZ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0207+STABILITY: SURFACE MOTION
 AZ0207
 AZ0207  HISTORY     - Date     Condition        Report By
 AZ0207  HISTORY     - 1931     MONUMENTED       CGS
 AZ0207  HISTORY     - 1972     GOOD             USGS
 AZ0207  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0207
 AZ0207                          STATION DESCRIPTION
 AZ0207
 AZ0207'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AZ0207'20.6 MI N FROM DEL RIO.
 AZ0207'20.6 MILES NORTH ALONG U.S. HIGHWAY NO. 277 FROM DEL RIO, VAL VERDE
 AZ0207'COUNTY, 0.7 MILES LEFT ALONG OLD HIGHWAY (NOW A RANCH RD.).  540 FEET
 AZ0207'N. OF AN E.W. FENCE, 57 FEET WEST OF THE CENTERLINE OF OLD HIGHWAY, A
 AZ0207'STANDARD DISK, STAMPED 1529.771 U 79 1931 AND SET IN THE TOP OF A
 AZ0207'CONCRETE POST FLUSH WITH THE GROUND.
 AZ0207
 AZ0207                          STATION RECOVERY (1981)
 AZ0207
 AZ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2287 ***********************************************************************
 AX2287  DESIGNATION -  U 790
 AX2287  PID         -  AX2287
 AX2287  STATE/COUNTY-  TX/GUADALUPE
 AX2287  USGS QUAD   -  GERONIMO (1994)
 AX2287
 AX2287                         *CURRENT SURVEY CONTROL
 AX2287  ___________________________________________________________________
 AX2287* NAD 83(1986)-  29 41 27.     (N)    097 57 50.     (W)     SCALED    
 AX2287* NAVD 88     -       182.49   (+/-2cm)     598.7    (feet)  VERTCON   
 AX2287  ___________________________________________________________________
 AX2287  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AX2287
 AX2287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2287
 AX2287.The horizontal coordinates were scaled from a topographic map and have
 AX2287.an estimated accuracy of +/- 6 seconds.
 AX2287
 AX2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2287.The vertical order pertains to the NGVD 29 superseded value.
 AX2287
 AX2287.The geoid height was determined by GEOID03.
 AX2287
 AX2287;                    North         East    Units  Estimated Accuracy
 AX2287;SPC TXSC     - 4,206,310.      700,270.      MT  (+/- 180 meters Scaled)
 AX2287
 AX2287                          SUPERSEDED SURVEY CONTROL
 AX2287
 AX2287  NGVD 29 (??/??/92)  182.41   (m)          598.5    (f) COMPUTED    2 0
 AX2287
 AX2287.Superseded values are not recommended for survey control.
 AX2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2287.See file dsdata.txt to determine how the superseded data were derived.
 AX2287
 AX2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT002849(NAD 83)
 AX2287_MARKER: DB = BENCH MARK DISK
 AX2287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2287_SP_SET: BRIDGE WALL
 AX2287_STAMPING: U 790 1943
 AX2287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2287
 AX2287  HISTORY     - Date     Condition        Report By
 AX2287  HISTORY     - 1943     MONUMENTED       CGS
 AX2287  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2287
 AX2287                          STATION DESCRIPTION
 AX2287
 AX2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2287'2.0 MI N FROM GERONIMO.
 AX2287'TO REACH FROM THE POST OFFICE AT GERONIMO, PROCEED NORTHERLY ON STATE
 AX2287'HIGHWAY NUMBER 123 AND GO 2.0 MILES TO A SMALL CONCRETE BRIDGE AND
 AX2287'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 4.3 MILES SOUTH OF ZORN, 13
 AX2287'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTER-LINE OF THE
 AX2287'HIGHWAY AND SET HORIZONTALLY IN TOP OF THE NORTHEAST WING-WALL OF THE
 AX2287'CONCRETE BRIDGE.
 AX2287
 AX2287                          STATION RECOVERY (1993)
 AX2287
 AX2287'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2289 ***********************************************************************
 AX2289  DESIGNATION -  U 790 RESET
 AX2289  PID         -  AX2289
 AX2289  STATE/COUNTY-  TX/GUADALUPE
 AX2289  USGS QUAD   -  GERONIMO (1994)
 AX2289
 AX2289                         *CURRENT SURVEY CONTROL
 AX2289  ___________________________________________________________________
 AX2289* NAD 83(1986)-  29 41 27.     (N)    097 57 50.     (W)     SCALED    
 AX2289* NAVD 88     -       182.45   (+/-2cm)     598.6    (feet)  VERTCON   
 AX2289  ___________________________________________________________________
 AX2289  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AX2289
 AX2289  VERT ORDER  -  THIRD (See Below)
 AX2289
 AX2289.The horizontal coordinates were scaled from a topographic map and have
 AX2289.an estimated accuracy of +/- 6 seconds.
 AX2289
 AX2289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2289.The vertical order pertains to the NGVD 29 superseded value.
 AX2289
 AX2289.The geoid height was determined by GEOID03.
 AX2289
 AX2289;                    North         East    Units  Estimated Accuracy
 AX2289;SPC TXSC     - 4,206,310.      700,270.      MT  (+/- 180 meters Scaled)
 AX2289
 AX2289                          SUPERSEDED SURVEY CONTROL
 AX2289
 AX2289  NGVD 29 (01/29/03)  182.37   (m)          598.3    (f) RESET       3  
 AX2289
 AX2289.Superseded values are not recommended for survey control.
 AX2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2289.See file dsdata.txt to determine how the superseded data were derived.
 AX2289
 AX2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT002849(NAD 83)
 AX2289_MARKER: DB = BENCH MARK DISK
 AX2289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2289_SP_SET: CULVERT HEADWALL
 AX2289_STAMPING: U 790 RESET 1967
 AX2289_MARK LOGO: CGS   
 AX2289_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2289+STABILITY: SURFACE MOTION
 AX2289
 AX2289  HISTORY     - Date     Condition        Report By
 AX2289  HISTORY     - 1967     MONUMENTED       CGS
 AX2289  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2289
 AX2289                          STATION DESCRIPTION
 AX2289
 AX2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AX2289'2.0 MI N FROM GERNOIMO.
 AX2289'ABOUT 2 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE POST OFFICE AT
 AX2289'GERONIMO, SET IN THE TOP OF THE NORTHEAST CORNER OF THE EAST HEADWALL
 AX2289'OF A CONCRETE CULVERT, AT HIGHWAY SURVEY STATION 389+60, 31.3 FEET
 AX2289'EAST OF THE CENTER LINE OF THE HIGHWAY.
 AX2289
 AX2289                          STATION RECOVERY (1993)
 AX2289
 AX2289'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0899 ***********************************************************************
 AJ0899  DESIGNATION -  U 791
 AJ0899  PID         -  AJ0899
 AJ0899  STATE/COUNTY-  TX/ZAPATA
 AJ0899  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0899
 AJ0899                         *CURRENT SURVEY CONTROL
 AJ0899  ___________________________________________________________________
 AJ0899* NAD 83(1986)-  27 16 28.     (N)    099 22 34.     (W)     SCALED    
 AJ0899* NAVD 88     -       122.362  (meters)     401.45   (feet)  ADJUSTED  
 AJ0899  ___________________________________________________________________
 AJ0899  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AJ0899  DYNAMIC HT  -         122.166 (meters)     400.81  (feet)  COMP
 AJ0899  MODELED GRAV-     979,047.0   (mgal)                       NAVD 88
 AJ0899
 AJ0899  VERT ORDER  -  SECOND    CLASS 0
 AJ0899
 AJ0899.The horizontal coordinates were scaled from a topographic map and have
 AJ0899.an estimated accuracy of +/- 6 seconds.
 AJ0899
 AJ0899.The orthometric height was determined by differential leveling
 AJ0899.and adjusted by the National Geodetic Survey in June 1991..
 AJ0899
 AJ0899.The geoid height was determined by GEOID03.
 AJ0899
 AJ0899.The dynamic height is computed by dividing the NAVD 88
 AJ0899.geopotential number by the normal gravity value computed on the
 AJ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0899.degrees latitude (g = 980.6199 gals.).
 AJ0899
 AJ0899.The modeled gravity was interpolated from observed gravity values.
 AJ0899
 AJ0899;                    North         East    Units  Estimated Accuracy
 AJ0899;SPC TX S     - 5,178,430.      213,260.      MT  (+/- 180 meters Scaled)
 AJ0899
 AJ0899                          SUPERSEDED SURVEY CONTROL
 AJ0899
 AJ0899  NGVD 29 (??/??/92)  122.440  (m)          401.71   (f) ADJ UNCH    2 0
 AJ0899
 AJ0899.Superseded values are not recommended for survey control.
 AJ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0899.See file dsdata.txt to determine how the superseded data were derived.
 AJ0899
 AJ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR627168(NAD 83)
 AJ0899_MARKER: DB = BENCH MARK DISK
 AJ0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0899_STAMPING: U 791 1943
 AJ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0899+STABILITY: SURFACE MOTION
 AJ0899
 AJ0899  HISTORY     - Date     Condition        Report By
 AJ0899  HISTORY     - 1943     MONUMENTED       CGS
 AJ0899  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0899
 AJ0899                          STATION DESCRIPTION
 AJ0899
 AJ0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0899'18.45 MI NE FROM SAN YGNACIO.
 AJ0899'TO REACH FROM THE INTERSECTION OF A GRADED ROAD, (15.4 MILES NORTH OF
 AJ0899'THE CATHOLIC CHURCH IN SAN YGNACIO) PROCEED 1.4 MILE EAST ALONG GRADED
 AJ0899'ROAD TO A FORK IN ROAD, THENCE 1.65 MILE NORTHEAST ALONG THE NORTHEAST
 AJ0899'FORK OF GRADED ROAD TO A DIRT CROSS ROAD AND SITE OF BENCH MARK. BENCH
 AJ0899'MARK IS ABOUT 50.0 YARDS EAST OF A DIRT CROSS ROAD.  IT IS 24.0 FEET
 AJ0899'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.
 AJ0899'MONUMENT IS 3.0 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AJ0899'PROJECTS 0.4 FOOT.
 AJ0899
 AJ0899                          STATION RECOVERY (1975)
 AJ0899
 AJ0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0914 ***********************************************************************
 AJ0914  DESIGNATION -  U 793
 AJ0914  PID         -  AJ0914
 AJ0914  STATE/COUNTY-  TX/WEBB
 AJ0914  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0914
 AJ0914                         *CURRENT SURVEY CONTROL
 AJ0914  ___________________________________________________________________
 AJ0914* NAD 83(1986)-  27 18 23.     (N)    099 13 35.     (W)     SCALED    
 AJ0914* NAVD 88     -       148.316  (meters)     486.60   (feet)  ADJUSTED  
 AJ0914  ___________________________________________________________________
 AJ0914  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AJ0914  DYNAMIC HT  -         148.080 (meters)     485.83  (feet)  COMP
 AJ0914  MODELED GRAV-     979,047.8   (mgal)                       NAVD 88
 AJ0914
 AJ0914  VERT ORDER  -  SECOND    CLASS 0
 AJ0914
 AJ0914.The horizontal coordinates were scaled from a topographic map and have
 AJ0914.an estimated accuracy of +/- 6 seconds.
 AJ0914
 AJ0914.The orthometric height was determined by differential leveling
 AJ0914.and adjusted by the National Geodetic Survey in June 1991..
 AJ0914
 AJ0914.The geoid height was determined by GEOID03.
 AJ0914
 AJ0914.The dynamic height is computed by dividing the NAVD 88
 AJ0914.geopotential number by the normal gravity value computed on the
 AJ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0914.degrees latitude (g = 980.6199 gals.).
 AJ0914
 AJ0914.The modeled gravity was interpolated from observed gravity values.
 AJ0914
 AJ0914;                    North         East    Units  Estimated Accuracy
 AJ0914;SPC TX S     - 5,181,880.      228,110.      MT  (+/- 180 meters Scaled)
 AJ0914
 AJ0914                          SUPERSEDED SURVEY CONTROL
 AJ0914
 AJ0914  NGVD 29 (??/??/92)  148.370  (m)          486.78   (f) ADJ UNCH    2 0
 AJ0914
 AJ0914.Superseded values are not recommended for survey control.
 AJ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0914.See file dsdata.txt to determine how the superseded data were derived.
 AJ0914
 AJ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR776203(NAD 83)
 AJ0914_MARKER: DB = BENCH MARK DISK
 AJ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0914_STAMPING: U-793 1943
 AJ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0914+STABILITY: SURFACE MOTION
 AJ0914
 AJ0914  HISTORY     - Date     Condition        Report By
 AJ0914  HISTORY     - 1943     MONUMENTED       CGS
 AJ0914  HISTORY     - 1975     GOOD             USGS
 AJ0914
 AJ0914                          STATION DESCRIPTION
 AJ0914
 AJ0914'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0914'16.4 MI SW FROM AGUILARES.
 AJ0914'AGUILARES, 9.6 MI, SOUTHWEST OF ALONG A PAVED COUNTY ROAD, THENCE
 AJ0914'THROUGH A LOCKED GATE 1.1 MI SW ALONG A RD LEADING TO THE SAN ANTONIO
 AJ0914'RANCH, THENCE 4.4 MI NW AND WEST ALONG A GRADED ROAD IN THE SAN
 AJ0914'ANTONIO RANCH.  1.1 MI WEST OF A RD LEADING TO THE BETO SALDIVAR
 AJ0914'RANCH, THENCE SOUTH OVER A FENCE AN APPROXIMATELY 2,000 FT PACK ALONG
 AJ0914'A NARROW TRAIL (THIS TRAIL BEING THE FORMER ROAD ALONG WHICH THIS LINE
 AJ0914'WAS RAN) 0.2 MI SE. OF THE SUMMIT OF A SMALL HILL, 20 FT SW. OF THE
 AJ0914'CENTER OF THE TRAIL, A STANDARD TABLET SET IN A CONCRETE POST
 AJ0914'PROJECTING 0.8 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0884 ***********************************************************************
 AJ0884  DESIGNATION -  U 795
 AJ0884  PID         -  AJ0884
 AJ0884  STATE/COUNTY-  TX/WEBB
 AJ0884  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0884
 AJ0884                         *CURRENT SURVEY CONTROL
 AJ0884  ___________________________________________________________________
 AJ0884* NAD 83(1986)-  27 26 46.     (N)    099 26 54.     (W)     SCALED    
 AJ0884* NAVD 88     -       155.741  (meters)     510.96   (feet)  ADJUSTED  
 AJ0884  ___________________________________________________________________
 AJ0884  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ0884  DYNAMIC HT  -         155.495 (meters)     510.15  (feet)  COMP
 AJ0884  MODELED GRAV-     979,063.1   (mgal)                       NAVD 88
 AJ0884
 AJ0884  VERT ORDER  -  SECOND    CLASS 0
 AJ0884
 AJ0884.The horizontal coordinates were scaled from a topographic map and have
 AJ0884.an estimated accuracy of +/- 6 seconds.
 AJ0884
 AJ0884.The orthometric height was determined by differential leveling
 AJ0884.and adjusted by the National Geodetic Survey in June 1991..
 AJ0884
 AJ0884.The geoid height was determined by GEOID03.
 AJ0884
 AJ0884.The dynamic height is computed by dividing the NAVD 88
 AJ0884.geopotential number by the normal gravity value computed on the
 AJ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0884.degrees latitude (g = 980.6199 gals.).
 AJ0884
 AJ0884.The modeled gravity was interpolated from observed gravity values.
 AJ0884
 AJ0884;                    North         East    Units  Estimated Accuracy
 AJ0884;SPC TX S     - 5,197,500.      206,260.      MT  (+/- 180 meters Scaled)
 AJ0884
 AJ0884                          SUPERSEDED SURVEY CONTROL
 AJ0884
 AJ0884  NGVD 29 (??/??/92)  155.789  (m)          511.12   (f) ADJ UNCH    2 0
 AJ0884
 AJ0884.Superseded values are not recommended for survey control.
 AJ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0884.See file dsdata.txt to determine how the superseded data were derived.
 AJ0884
 AJ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR556359(NAD 83)
 AJ0884_MARKER: DB = BENCH MARK DISK
 AJ0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0884_STAMPING: U 795 1943
 AJ0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0884+STABILITY: SURFACE MOTION
 AJ0884
 AJ0884  HISTORY     - Date     Condition        Report By
 AJ0884  HISTORY     - 1943     MONUMENTED       CGS
 AJ0884  HISTORY     - 1977     GOOD             USGS
 AJ0884
 AJ0884                          STATION DESCRIPTION
 AJ0884
 AJ0884'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0884'5.8 MI S FROM LAREDO.
 AJ0884'LAREDO, JCT. US HWY 83 AND STATE HWY. 359, 3.6 MI. S. FROM, ALONG US
 AJ0884'HWY 83, THENCE 1.7 MI. E. ALONG A DIRT RD., THENCE 0.4 MI. S. ALONG A
 AJ0884'DIRT RD., 0.1 MI. S. OF A DRAIN CROSSING, 17 FT E. OF THE CENTERLINE
 AJ0884'OF THE RD.  A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0277 ***********************************************************************
 AY0277  DESIGNATION -  U 797
 AY0277  PID         -  AY0277
 AY0277  STATE/COUNTY-  TX/BEXAR
 AY0277  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0277
 AY0277                         *CURRENT SURVEY CONTROL
 AY0277  ___________________________________________________________________
 AY0277* NAD 83(1986)-  29 26 28.     (N)    098 26 23.     (W)     SCALED    
 AY0277* NAVD 88     -       205.586  (meters)     674.49   (feet)  ADJUSTED  
 AY0277  ___________________________________________________________________
 AY0277  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AY0277  DYNAMIC HT  -         205.287 (meters)     673.51  (feet)  COMP
 AY0277  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 AY0277
 AY0277  VERT ORDER  -  FIRST     CLASS II
 AY0277
 AY0277.The horizontal coordinates were scaled from a topographic map and have
 AY0277.an estimated accuracy of +/- 6 seconds.
 AY0277
 AY0277.The orthometric height was determined by differential leveling
 AY0277.and adjusted by the National Geodetic Survey in June 1991..
 AY0277.WARNING-Repeat measurements at this control monument indicate possible
 AY0277.vertical movement.
 AY0277
 AY0277.The geoid height was determined by GEOID03.
 AY0277
 AY0277.The dynamic height is computed by dividing the NAVD 88
 AY0277.geopotential number by the normal gravity value computed on the
 AY0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0277.degrees latitude (g = 980.6199 gals.).
 AY0277
 AY0277.The modeled gravity was interpolated from observed gravity values.
 AY0277
 AY0277;                    North         East    Units  Estimated Accuracy
 AY0277;SPC TXSC     - 4,178,310.      654,350.      MT  (+/- 180 meters Scaled)
 AY0277
 AY0277                          SUPERSEDED SURVEY CONTROL
 AY0277
 AY0277  NGVD 29 (??/??/92)  205.470  (m)          674.11   (f) ADJ UNCH    1 2
 AY0277
 AY0277.Superseded values are not recommended for survey control.
 AY0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0277.See file dsdata.txt to determine how the superseded data were derived.
 AY0277
 AY0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT543569(NAD 83)
 AY0277_MARKER: DB = BENCH MARK DISK
 AY0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0277_STAMPING: U 797 1943
 AY0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0277+STABILITY: SURFACE MOTION
 AY0277
 AY0277  HISTORY     - Date     Condition        Report By
 AY0277  HISTORY     - 1943     MONUMENTED       CGS
 AY0277  HISTORY     - 1946     GOOD             NGS
 AY0277  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY0277  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 AY0277
 AY0277                          STATION DESCRIPTION
 AY0277
 AY0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0277'3.5 MI NE FROM SAN ANTONIO.
 AY0277'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0277'PROCEED 3.1 MILES EASTERLY ALONG THE TRACKS TO A RAILROAD OVER PASS
 AY0277'OVER THE MISSOURI, KANSAS, AND TEXAS RAILROAD, THENCE 0.4 MILE
 AY0277'NORTHEAST ALONG THE MISSOURI, KANSAS, AND TEXAS RAILROAD TO MILE POST
 AY0277'NO. 1031 AND SITE OF BENCH MARK.  BENCH MARK IS 4 TELEGRAPH POLES
 AY0277'NORTH OF AN ASPHALT ROAD CROSSING, 40.0 FEET EAST OF AND ABOUT 2.0
 AY0277'FEET BELOW THE CENTERLINE OF TRACK.  IT IS 6.5 FEET WEST OF THE RIGHT
 AY0277'OF WAY FENCE, 6.0 FEET SOUTH OF MILE POST NO. 1031.  MONUMENT IS 3.0
 AY0277'FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AY0277'FOOT.
 AY0277
 AY0277                          STATION RECOVERY (1946)
 AY0277
 AY0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0277'RECOVERED IN GOOD CONDITION.
 AY0277
 AY0277                          STATION RECOVERY (1987)
 AY0277
 AY0277'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0277'MARK NOT FOUND.
 AY0277
 AY0277                          STATION RECOVERY (1995)
 AY0277
 AY0277'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0955 ***********************************************************************
 AJ0955  DESIGNATION -  U 798
 AJ0955  PID         -  AJ0955
 AJ0955  STATE/COUNTY-  TX/ZAPATA
 AJ0955  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0955
 AJ0955                         *CURRENT SURVEY CONTROL
 AJ0955  ___________________________________________________________________
 AJ0955* NAD 83(1986)-  27 10 52.     (N)    099 24 09.     (W)     SCALED    
 AJ0955* NAVD 88     -       124.760  (meters)     409.32   (feet)  ADJUSTED  
 AJ0955  ___________________________________________________________________
 AJ0955  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AJ0955  DYNAMIC HT  -         124.560 (meters)     408.66  (feet)  COMP
 AJ0955  MODELED GRAV-     979,040.2   (mgal)                       NAVD 88
 AJ0955
 AJ0955  VERT ORDER  -  FIRST     CLASS II
 AJ0955
 AJ0955.The horizontal coordinates were scaled from a topographic map and have
 AJ0955.an estimated accuracy of +/- 6 seconds.
 AJ0955
 AJ0955.The orthometric height was determined by differential leveling
 AJ0955.and adjusted by the National Geodetic Survey in June 1991..
 AJ0955
 AJ0955.The geoid height was determined by GEOID03.
 AJ0955
 AJ0955.The dynamic height is computed by dividing the NAVD 88
 AJ0955.geopotential number by the normal gravity value computed on the
 AJ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0955.degrees latitude (g = 980.6199 gals.).
 AJ0955
 AJ0955.The modeled gravity was interpolated from observed gravity values.
 AJ0955
 AJ0955;                    North         East    Units  Estimated Accuracy
 AJ0955;SPC TX S     - 5,168,110.      210,580.      MT  (+/- 180 meters Scaled)
 AJ0955
 AJ0955                          SUPERSEDED SURVEY CONTROL
 AJ0955
 AJ0955  NGVD 29 (??/??/92)  124.814  (m)          409.49   (f) ADJ UNCH    1 2
 AJ0955
 AJ0955.Superseded values are not recommended for survey control.
 AJ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0955.See file dsdata.txt to determine how the superseded data were derived.
 AJ0955
 AJ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR601065(NAD 83)
 AJ0955_MARKER: DB = BENCH MARK DISK
 AJ0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0955_STAMPING: U 798 1943
 AJ0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0955+STABILITY: SURFACE MOTION
 AJ0955
 AJ0955  HISTORY     - Date     Condition        Report By
 AJ0955  HISTORY     - 1943     MONUMENTED       CGS
 AJ0955  HISTORY     - 1977     GOOD             USGS
 AJ0955  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0955
 AJ0955                          STATION DESCRIPTION
 AJ0955
 AJ0955'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0955'8.1 MI N FROM SAN YGNACIO.
 AJ0955'8.1 MI. NORTH ALONG HWY. 83 FROM THE JCT. OF THE BUSINESS ROUTE AT SAN
 AJ0955'YGNACIO, THENCE 0.9 MI. EAST ALONG A DIRT RD., THENCE 0.3 MI. NE.
 AJ0955'ALONG A FENCE, THENCE 0.2 MI. NW. ALONG THE FENCE, THENCE 0.25 MI. NE.
 AJ0955'ALONG THE FENCE, THENCE ABOUT A 520 FT. WALK ALONG AN OLD RD.  16 FT.
 AJ0955'SE. OF THE OLD RD.  STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 AJ0955'PROJECTING 0.3 FT.
 AJ0955
 AJ0955                          STATION RECOVERY (1981)
 AJ0955
 AJ0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0955'MARK NOT SEARCHED FOR THIS DATE.  PRIVATE PROPERTY, OFF MAIN LINE.
 AJ0955'NOT ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0137 ***********************************************************************
 AY0137  DESIGNATION -  U 799
 AY0137  PID         -  AY0137
 AY0137  STATE/COUNTY-  TX/BEXAR
 AY0137  USGS QUAD   -  SCHERTZ (1992)
 AY0137
 AY0137                         *CURRENT SURVEY CONTROL
 AY0137  ___________________________________________________________________
 AY0137* NAD 83(1986)-  29 33 38.     (N)    098 20 27.     (W)     SCALED    
 AY0137* NAVD 88     -       258.51   (+/-2cm)     848.1    (feet)  VERTCON   
 AY0137  ___________________________________________________________________
 AY0137  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY0137
 AY0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0137
 AY0137.The horizontal coordinates were scaled from a topographic map and have
 AY0137.an estimated accuracy of +/- 6 seconds.
 AY0137
 AY0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0137.The vertical order pertains to the NGVD 29 superseded value.
 AY0137
 AY0137.The geoid height was determined by GEOID03.
 AY0137
 AY0137;                    North         East    Units  Estimated Accuracy
 AY0137;SPC TXSC     - 4,191,600.      663,870.      MT  (+/- 180 meters Scaled)
 AY0137
 AY0137                          SUPERSEDED SURVEY CONTROL
 AY0137
 AY0137  NGVD 29 (??/??/92)  258.386  (m)          847.72   (f) ADJ UNCH    2 0
 AY0137
 AY0137.Superseded values are not recommended for survey control.
 AY0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0137.See file dsdata.txt to determine how the superseded data were derived.
 AY0137
 AY0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT638702(NAD 83)
 AY0137_MARKER: DB = BENCH MARK DISK
 AY0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0137_SP_SET: CULVERT
 AY0137_STAMPING: U 799 1943
 AY0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0137
 AY0137  HISTORY     - Date     Condition        Report By
 AY0137  HISTORY     - 1943     MONUMENTED       CGS
 AY0137  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0137  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0137  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0137
 AY0137                          STATION DESCRIPTION
 AY0137
 AY0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0137'4.6 MI NW FROM RANDOLPH FIELD.
 AY0137'TO REACH FROM THE OPERATIONS BUILDING AT RANDOLPH FIELD, PROCEED 4.5
 AY0137'MILES NORTHWEST ALONG THE PAT BOOKER ROAD TO U.S. HIGHWAY NO. 81,
 AY0137'THENCE 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 81 TO A CONCRETE
 AY0137'CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AY0137'NORTHEAST END OF THE SOUTHEAST HEADWALL OF 5X20 FOOT CONCRETE CULVERT
 AY0137'UNDER HIGHWAY.  IT IS 21.5 FEET SOUTHEAST OF AND ABOUT THE SAME
 AY0137'ELEVATION AS THE CENTERLINE OF HIGHWAY.
 AY0137
 AY0137                          STATION RECOVERY (1967)
 AY0137
 AY0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0137'MARK NOT FOUND.
 AY0137
 AY0137                          STATION RECOVERY (1980)
 AY0137
 AY0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0137'SEARCHED FOR, NOT RECOVERED. ROAD HAS BEEN WIDENED.
 AY0137
 AY0137                          STATION RECOVERY (1988)
 AY0137
 AY0137'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0244 ***********************************************************************
 BN0244  DESIGNATION -  U 80
 BN0244  PID         -  BN0244
 BN0244  STATE/COUNTY-  TX/MASON
 BN0244  USGS QUAD   -  MASON (1979)
 BN0244
 BN0244                         *CURRENT SURVEY CONTROL
 BN0244  ___________________________________________________________________
 BN0244* NAD 83(1986)-  30 41 45.     (N)    099 09 28.     (W)     SCALED    
 BN0244* NAVD 88     -       432.357  (meters)    1418.49   (feet)  ADJUSTED  
 BN0244  ___________________________________________________________________
 BN0244  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BN0244  DYNAMIC HT  -         431.774 (meters)    1416.58  (feet)  COMP
 BN0244  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 BN0244
 BN0244  VERT ORDER  -  FIRST     CLASS II
 BN0244
 BN0244.The horizontal coordinates were scaled from a topographic map and have
 BN0244.an estimated accuracy of +/- 6 seconds.
 BN0244
 BN0244.The orthometric height was determined by differential leveling
 BN0244.and adjusted by the National Geodetic Survey in June 1991..
 BN0244
 BN0244.The geoid height was determined by GEOID03.
 BN0244
 BN0244.The dynamic height is computed by dividing the NAVD 88
 BN0244.geopotential number by the normal gravity value computed on the
 BN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0244.degrees latitude (g = 980.6199 gals.).
 BN0244
 BN0244.The modeled gravity was interpolated from observed gravity values.
 BN0244
 BN0244;                    North         East    Units  Estimated Accuracy
 BN0244;SPC TX C     - 3,114,680.      812,610.      MT  (+/- 180 meters Scaled)
 BN0244
 BN0244                          SUPERSEDED SURVEY CONTROL
 BN0244
 BN0244  NGVD 29 (??/??/92)  432.310  (m)         1418.34   (f) ADJ UNCH    1 2
 BN0244
 BN0244.Superseded values are not recommended for survey control.
 BN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0244.See file dsdata.txt to determine how the superseded data were derived.
 BN0244
 BN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU848959(NAD 83)
 BN0244_MARKER: DB = BENCH MARK DISK
 BN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0244_STAMPING: U 80 1931
 BN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0244+STABILITY: SURFACE MOTION
 BN0244
 BN0244  HISTORY     - Date     Condition        Report By
 BN0244  HISTORY     - 1931     MONUMENTED       CGS
 BN0244  HISTORY     - 1953     GOOD             NGS
 BN0244  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0244  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 BN0244  HISTORY     - 20041005 MARK NOT FOUND   USPSQD
 BN0244
 BN0244                          STATION DESCRIPTION
 BN0244
 BN0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0244'7.3 MI SE FROM MASON.
 BN0244'6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0244'MASON, THENCE 0.4 MILE NORTHEAST ALONG A PRIVATE ROAD, THENCE 0.5 MILE
 BN0244'WEST ALONG OLD U.S. HIGHWAY 87, 50 FEET NORTH OF THE CENTER LINE OF
 BN0244'THE OLD HIGHWAY, 3.6 FEET SOUTHWEST OF TELEPHONE POLE 165, 3.4 FEET
 BN0244'SOUTHWEST OF A WITNESS POST, 1.4 FEET SOUTH OF A FENCE, SET IN THE TOP
 BN0244'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BN0244
 BN0244                          STATION RECOVERY (1982)
 BN0244
 BN0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0244'NOT SEARCHED FOR THIS DATE, PRIVATE PROPERTY AND GATE.
 BN0244
 BN0244                          STATION RECOVERY (1996)
 BN0244
 BN0244'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0244'MARK NOT FOUND.
 BN0244
 BN0244                          STATION RECOVERY (2004)
 BN0244
 BN0244'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4262 ***********************************************************************
 AW4262  DESIGNATION -  U 800
 AW4262  PID         -  AW4262
 AW4262  STATE/COUNTY-  TX/FORT BEND
 AW4262  USGS QUAD   -  BOLING (1980)
 AW4262
 AW4262                         *CURRENT SURVEY CONTROL
 AW4262  ___________________________________________________________________
 AW4262* NAD 83(1986)-  29 21 32.     (N)    095 55 52.     (W)     SCALED    
 AW4262* NAVD 88     -        24.38   (+/-2cm)      80.0    (feet)  VERTCON   
 AW4262  ___________________________________________________________________
 AW4262  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4262
 AW4262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4262
 AW4262.The horizontal coordinates were scaled from a topographic map and have
 AW4262.an estimated accuracy of +/- 6 seconds.
 AW4262
 AW4262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4262.The vertical order pertains to the NGVD 29 superseded value.
 AW4262
 AW4262.The geoid height was determined by GEOID03.
 AW4262
 AW4262;                    North         East    Units  Estimated Accuracy
 AW4262;SPC TXSC     - 4,172,980.      897,920.      MT  (+/- 180 meters Scaled)
 AW4262
 AW4262                          SUPERSEDED SURVEY CONTROL
 AW4262
 AW4262  NGVD 29 (??/??/92)   24.383  (m)           80.00   (f) ADJ UNCH    2 0
 AW4262
 AW4262.Superseded values are not recommended for survey control.
 AW4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4262.See file dsdata.txt to determine how the superseded data were derived.
 AW4262
 AW4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN154513(NAD 83)
 AW4262_MARKER: DB = BENCH MARK DISK
 AW4262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4262_STAMPING: U 800 1943
 AW4262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4262+STABILITY: SURFACE MOTION
 AW4262
 AW4262  HISTORY     - Date     Condition        Report By
 AW4262  HISTORY     - 1943     MONUMENTED       CGS
 AW4262  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4262  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4262
 AW4262                          STATION DESCRIPTION
 AW4262
 AW4262'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4262'9.45 MI SE FROM KENDLETON.
 AW4262'TO REACH FROM THE KENDLETON NEGRO SCHOOL NO. 2 (0.75 MILE NORTHEAST OF
 AW4262'THE RAILROAD STATION AT KENDLETON), PROCEED 4.3 MILES SOUTHEASTERLY
 AW4262'ALONG A COUNTY DIRT ROAD TO THE END OF THE ROAD AND THE INTERSECTION
 AW4262'OF A DIRT TRACK ROAD LEADING SOUTH, THENCE 4.4 MILES SOUTHERLY ALONG A
 AW4262'DIRT TRACK ROAD TO THE INTERSECTION OF A COUNTY DIRT ROAD AT A RIGHT
 AW4262'ANGLE CORNER AND SITE OF BENCH MARK.  BENCH MARK IS IN A FENCE CORNER.
 AW4262'IT IS 36.5 FEET NORTHWEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE
 AW4262'OF THE COUNTY DIRT ROAD, 3.8 FEET SOUTHEAST OF A FENCE CORNER POST.
 AW4262'MONUMENT IS 2.3 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AW4262'PROJECTS 0.3 FOOT ABOVE THE GROUND, AND SET IN A CONCRETE POST. NOTE--
 AW4262'THIS BENCH MARK IS 9.1 MILES SOUTHWEST OF THE FIRST STATE BANK AT
 AW4262'NEEDVILLE.
 AW4262
 AW4262                          STATION RECOVERY (1995)
 AW4262
 AW4262'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4262'MARK NOT FOUND.
 AW4262
 AW4262                          STATION RECOVERY (1998)
 AW4262
 AW4262'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4387 ***********************************************************************
 AW4387  DESIGNATION -  U 801
 AW4387  PID         -  AW4387
 AW4387  STATE/COUNTY-  TX/BRAZORIA
 AW4387  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4387
 AW4387                         *CURRENT SURVEY CONTROL
 AW4387  ___________________________________________________________________
 AW4387* NAD 83(1986)-  29 09 17.     (N)    095 44 27.     (W)     SCALED    
 AW4387* NAVD 88     -        12.62   (+/-2cm)      41.4    (feet)  VERTCON   
 AW4387  ___________________________________________________________________
 AW4387  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW4387
 AW4387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4387
 AW4387.The horizontal coordinates were scaled from a topographic map and have
 AW4387.an estimated accuracy of +/- 6 seconds.
 AW4387
 AW4387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4387.The vertical order pertains to the NGVD 29 superseded value.
 AW4387
 AW4387.The geoid height was determined by GEOID03.
 AW4387
 AW4387;                    North         East    Units  Estimated Accuracy
 AW4387;SPC TXSC     - 4,150,860.      917,010.      MT  (+/- 180 meters Scaled)
 AW4387
 AW4387                          SUPERSEDED SURVEY CONTROL
 AW4387
 AW4387  NGVD 29 (??/??/92)   12.633  (m)           41.45   (f) ADJ UNCH    2 0
 AW4387
 AW4387.Superseded values are not recommended for survey control.
 AW4387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4387.See file dsdata.txt to determine how the superseded data were derived.
 AW4387
 AW4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN333282(NAD 83)
 AW4387_MARKER: DB = BENCH MARK DISK
 AW4387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4387_STAMPING: U 801 1943
 AW4387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4387+STABILITY: SURFACE MOTION
 AW4387
 AW4387  HISTORY     - Date     Condition        Report By
 AW4387  HISTORY     - 1943     MONUMENTED       CGS
 AW4387
 AW4387                          STATION DESCRIPTION
 AW4387
 AW4387'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4387'6.0 MI W FROM WEST COLUMBIA.
 AW4387'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED WESTERLY
 AW4387'6.0 MILES ALONG WEST COLUMBIA-PLEDGER CONCRETE ROAD TO A SMALL WOODEN
 AW4387'BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.6 MILE WEST OF
 AW4387'THE BRIDGE OVER MOUNDS CREEK, ABOUT 1.6 MILES EAST OF THE BRIDGE OVER
 AW4387'THE SAN BERNARDO RIVER, 170.0 FEET EAST OF THE NORTHEAST CORNER OF THE
 AW4387'SMALL WOODEN BRIDGE, 49.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE
 AW4387'CENTERLINE OF THE CONCRETE ROAD, 6.0 FEET NORTHWEST OF A TELEPHONE
 AW4387'POLE, 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.0 FOOT
 AW4387'SOUTH OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.4 FOOT,
 AW4387'AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4388 ***********************************************************************
 AW4388  DESIGNATION -  U 801 RESET 1958
 AW4388  PID         -  AW4388
 AW4388  STATE/COUNTY-  TX/BRAZORIA
 AW4388  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4388
 AW4388                         *CURRENT SURVEY CONTROL
 AW4388  ___________________________________________________________________
 AW4388* NAD 83(1986)-  29 09 17.     (N)    095 44 27.     (W)     SCALED    
 AW4388* NAVD 88     -        12.85   (+/-2cm)      42.2    (feet)  VERTCON   
 AW4388  ___________________________________________________________________
 AW4388  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW4388
 AW4388  VERT ORDER  -  THIRD (See Below)
 AW4388
 AW4388.The horizontal coordinates were scaled from a topographic map and have
 AW4388.an estimated accuracy of +/- 6 seconds.
 AW4388
 AW4388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4388.The vertical order pertains to the NGVD 29 superseded value.
 AW4388
 AW4388.The geoid height was determined by GEOID03.
 AW4388
 AW4388;                    North         East    Units  Estimated Accuracy
 AW4388;SPC TXSC     - 4,150,860.      917,010.      MT  (+/- 180 meters Scaled)
 AW4388
 AW4388                          SUPERSEDED SURVEY CONTROL
 AW4388
 AW4388  NGVD 29 (01/29/03)   12.86   (m)           42.2    (f) RESET       3  
 AW4388
 AW4388.Superseded values are not recommended for survey control.
 AW4388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4388.See file dsdata.txt to determine how the superseded data were derived.
 AW4388
 AW4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN333282(NAD 83)
 AW4388_MARKER: DD = SURVEY DISK
 AW4388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4388_SP_SET: CULVERT
 AW4388_STAMPING: U 801 RESET 1958
 AW4388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4388+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4388
 AW4388  HISTORY     - Date     Condition        Report By
 AW4388  HISTORY     - 1958     MONUMENTED       TXHD
 AW4388  HISTORY     - 20041118 GOOD             USPSQD
 AW4388
 AW4388                          STATION DESCRIPTION
 AW4388
 AW4388'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4388'6 MI W FROM WEST COLUMBIA.
 AW4388'6 MILES WEST ALONG THE ROAD (CONCRETE) TO PLEDGER FROM THE CITY WATER
 AW4388'TANK AT WEST COLUMBIA.  1.6 MILES WEST OF THE BRIDGE OVER MOUNDS
 AW4388'CREEK, 1.6 MILES EAST OF THE BRIDGE OVER THE SAN BERNARD RIVER.  24
 AW4388'FEET NORTH OF AND ABOUT 2.5 FEET LOWER THAN THE CENTERLINE OF THE
 AW4388'CONCRETE ROAD, AND SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL
 AW4388'OF A CONCRETE BOX CULVERT.
 AW4388
 AW4388                          STATION RECOVERY (2004)
 AW4388
 AW4388'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4419 ***********************************************************************
 AW4419  DESIGNATION -  U 802
 AW4419  PID         -  AW4419
 AW4419  STATE/COUNTY-  TX/BRAZORIA
 AW4419  USGS QUAD   -  OTEY (1980)
 AW4419
 AW4419                         *CURRENT SURVEY CONTROL
 AW4419  ___________________________________________________________________
 AW4419* NAD 83(1986)-  29 16 47.     (N)    095 37 23.     (W)     SCALED    
 AW4419* NAVD 88     -        16.32   (+/-2cm)      53.5    (feet)  VERTCON   
 AW4419  ___________________________________________________________________
 AW4419  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW4419
 AW4419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4419
 AW4419.The horizontal coordinates were scaled from a topographic map and have
 AW4419.an estimated accuracy of +/- 6 seconds.
 AW4419
 AW4419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4419.The vertical order pertains to the NGVD 29 superseded value.
 AW4419
 AW4419.The geoid height was determined by GEOID03.
 AW4419
 AW4419;                    North         East    Units  Estimated Accuracy
 AW4419;SPC TXSC     - 4,165,040.      928,070.      MT  (+/- 180 meters Scaled)
 AW4419
 AW4419                          SUPERSEDED SURVEY CONTROL
 AW4419
 AW4419  NGVD 29 (??/??/92)   16.320  (m)           53.54   (f) ADJ UNCH    2 0
 AW4419
 AW4419.Superseded values are not recommended for survey control.
 AW4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4419.See file dsdata.txt to determine how the superseded data were derived.
 AW4419
 AW4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN451418(NAD 83)
 AW4419_MARKER: DB = BENCH MARK DISK
 AW4419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4419_STAMPING: U 802 1943
 AW4419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4419+STABILITY: SURFACE MOTION
 AW4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4419+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW4419
 AW4419  HISTORY     - Date     Condition        Report By
 AW4419  HISTORY     - 1943     MONUMENTED       CGS
 AW4419  HISTORY     - 1952     GOOD             NGS
 AW4419  HISTORY     - 1989     GOOD             USPSQD
 AW4419  HISTORY     - 20031008 GOOD             LJA
 AW4419  HISTORY     - 20041109 GOOD             USPSQD
 AW4419
 AW4419                          STATION DESCRIPTION
 AW4419
 AW4419'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4419'7.4 MI E FROM DAMON.
 AW4419'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHERLY 1.5 MILES
 AW4419'ALONG STATE HIGHWAY NO. 36 TO A T ROAD INTERSECTION, THENCE EASTERLY
 AW4419'5.9 MILES ALONG DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AW4419'1.1 MILES WEST OF THE T INTERSECTION AT THE END OF A CONCRETE ROAD
 AW4419'LEADING SOUTH, ABOUT 0.3 MILE EAST OF A JOG IN DIRT ROAD, ABOUT 0.1
 AW4419'MILE SOUTHWEST OF A FARM HOUSE ON NORTH SIDE OF ROAD, 41.0 FEET WEST
 AW4419'OF THE CENTER OF A BOARD GATE IN RIGHT-OF-WAY FENCE, 35.0 FEET SOUTH
 AW4419'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0
 AW4419'FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF
 AW4419'THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN
 AW4419'A CONCRETE POST.
 AW4419
 AW4419                          STATION RECOVERY (1952)
 AW4419
 AW4419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AW4419'RECOVERED IN GOOD CONDITION.
 AW4419
 AW4419                          STATION RECOVERY (1989)
 AW4419
 AW4419'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4419'RECOVERED IN GOOD CONDITION.
 AW4419
 AW4419                          STATION RECOVERY (2003)
 AW4419
 AW4419'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW4419'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 25 (NASH
 AW4419'ROAD) AND COUNTY ROAD 18 (RYCADE ROAD), BOTH IN BRAZORIA COUNTY, HEAD
 AW4419'WEST ON COUNTY ROAD 18 FOR 1.1 MILES TO AN ALUMINUM GATE ON THE SOUTH
 AW4419'SIDE OF THE ROAD. THE STATION IS 41.5 FEET FROM THE CENTERLINE OF THE
 AW4419'GATE, AND ABOUT 1 FOOT INSIDE THE SOUTH R.O.W. FENCELINE.
 AW4419
 AW4419                          STATION RECOVERY (2004)
 AW4419
 AW4419'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4419'ORANGE TAPE ON FENCE. NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4728 ***********************************************************************
 AW4728  DESIGNATION -  U 804
 AW4728  PID         -  AW4728
 AW4728  STATE/COUNTY-  TX/FORT BEND
 AW4728  USGS QUAD   -  SUGAR LAND (1995)
 AW4728
 AW4728                         *CURRENT SURVEY CONTROL
 AW4728  ___________________________________________________________________
 AW4728* NAD 83(1986)-  29 35 37.     (N)    095 44 35.     (W)     SCALED    
 AW4728* NAVD 88     -        25.545  (meters)      83.81   (feet)  ADJUSTED  
 AW4728  ___________________________________________________________________
 AW4728  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW4728  DYNAMIC HT  -          25.510 (meters)      83.69  (feet)  COMP
 AW4728  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AW4728
 AW4728  VERT ORDER  -  FIRST     CLASS II
 AW4728
 AW4728.The horizontal coordinates were scaled from a topographic map and have
 AW4728.an estimated accuracy of +/- 6 seconds.
 AW4728
 AW4728.The orthometric height was determined by differential leveling
 AW4728.and adjusted by the National Geodetic Survey in June 1991..
 AW4728
 AW4728.The geoid height was determined by GEOID03.
 AW4728
 AW4728.The dynamic height is computed by dividing the NAVD 88
 AW4728.geopotential number by the normal gravity value computed on the
 AW4728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4728.degrees latitude (g = 980.6199 gals.).
 AW4728
 AW4728.The modeled gravity was interpolated from observed gravity values.
 AW4728
 AW4728;                    North         East    Units  Estimated Accuracy
 AW4728;SPC TXSC     - 4,199,480.      915,440.      MT  (+/- 180 meters Scaled)
 AW4728
 AW4728                          SUPERSEDED SURVEY CONTROL
 AW4728
 AW4728  NGVD 29 (12/23/87)   25.542  (m)           83.80   (f) ADJUSTED    1 2
 AW4728
 AW4728.Superseded values are not recommended for survey control.
 AW4728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4728.See file dsdata.txt to determine how the superseded data were derived.
 AW4728
 AW4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN343768(NAD 83)
 AW4728_MARKER: DB = BENCH MARK DISK
 AW4728_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW4728_SP_SET: BRIDGE ABUTMENT
 AW4728_STAMPING: U 804 1943
 AW4728_MARK LOGO: CGS   
 AW4728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4728
 AW4728  HISTORY     - Date     Condition        Report By
 AW4728  HISTORY     - 1943     MONUMENTED       CGS
 AW4728  HISTORY     - 1973     GOOD             NGS
 AW4728  HISTORY     - 1987     GOOD             USPSQD
 AW4728  HISTORY     - 1987     GOOD             USPSQD
 AW4728  HISTORY     - 1987     GOOD             NGS
 AW4728  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4728  HISTORY     - 1990     GOOD             USPSQD
 AW4728  HISTORY     - 1990     GOOD             USPSQD
 AW4728  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4728
 AW4728                          STATION DESCRIPTION
 AW4728
 AW4728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4728'1.45 MI NE FROM RICHMOND.
 AW4728'1.45 MILES NORTHEAST ALONG U.S. HIGHWAY 90 ALT. FROM THE COUNTY
 AW4728'COURTHOUSE AT RICHMOND, 0.1 MILE SOUTHWEST OF THE JUNCTION OF FARM
 AW4728'ROAD 359, IN THE TOP AND 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF
 AW4728'THE NORTHEAST CONCRETE ABUTMENT OF A CONCRETE BRIDGE UNDER THE
 AW4728'EASTBOUND LANES OF THE HIGHWAY, 17 1/2 FEET NORTHWEST OF THE CENTER
 AW4728'LINE OF THE EASTBOUND LANES, AND ABOUT 1/2 FOOT HIGHER THAN THE
 AW4728'HIGHWAY.
 AW4728
 AW4728                          STATION RECOVERY (1987)
 AW4728
 AW4728'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW4728'RECOVERED IN GOOD CONDITION.
 AW4728
 AW4728                          STATION RECOVERY (1987)
 AW4728
 AW4728'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW4728'RECOVERED IN GOOD CONDITION.
 AW4728
 AW4728                          STATION RECOVERY (1987)
 AW4728
 AW4728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4728'RECOVERED IN GOOD CONDITION.
 AW4728
 AW4728                          STATION RECOVERY (1988)
 AW4728
 AW4728'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4728'MARK NOT FOUND.
 AW4728
 AW4728                          STATION RECOVERY (1990)
 AW4728
 AW4728'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW4728'RECOVERED IN GOOD CONDITION.
 AW4728
 AW4728                          STATION RECOVERY (1990)
 AW4728
 AW4728'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4728'RECOVERED IN GOOD CONDITION.
 AW4728
 AW4728                          STATION RECOVERY (1993)
 AW4728
 AW4728'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0599 ***********************************************************************
 BM0599  DESIGNATION -  U 804
 BM0599  PID         -  BM0599
 BM0599  STATE/COUNTY-  TX/TRAVIS
 BM0599  USGS QUAD   -  AUSTIN WEST (1988)
 BM0599
 BM0599                         *CURRENT SURVEY CONTROL
 BM0599  ___________________________________________________________________
 BM0599* NAD 83(1986)-  30 18 04.     (N)    097 50 17.     (W)     SCALED    
 BM0599* NAVD 88     -       291.264  (meters)     955.59   (feet)  POSTED    
 BM0599  ___________________________________________________________________
 BM0599  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BM0599  DYNAMIC HT  -         290.870 (meters)     954.30  (feet)  COMP
 BM0599  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 BM0599
 BM0599  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BM0599
 BM0599.The horizontal coordinates were scaled from a topographic map and have
 BM0599.an estimated accuracy of +/- 6 seconds.
 BM0599
 BM0599.The orthometric height was determined by differential leveling
 BM0599.and adjusted by the National Geodetic Survey in 1992..
 BM0599.No vertical observational check was made to the station.
 BM0599.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BM0599.was located on a no-check spur therefore a value was not computed.
 BM0599
 BM0599.The geoid height was determined by GEOID03.
 BM0599
 BM0599.The dynamic height is computed by dividing the NAVD 88
 BM0599.geopotential number by the normal gravity value computed on the
 BM0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0599.degrees latitude (g = 980.6199 gals.).
 BM0599
 BM0599.The modeled gravity was interpolated from observed gravity values.
 BM0599
 BM0599;                    North         East    Units  Estimated Accuracy
 BM0599;SPC TX C     - 3,073,020.      940,000.      MT  (+/- 180 meters Scaled)
 BM0599
 BM0599                          SUPERSEDED SURVEY CONTROL
 BM0599
 BM0599  NGVD 29 (??/??/92)  291.181  (m)          955.32   (f) ADJ UNCH    1 2
 BM0599
 BM0599.Superseded values are not recommended for survey control.
 BM0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0599.See file dsdata.txt to determine how the superseded data were derived.
 BM0599
 BM0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU117527(NAD 83)
 BM0599_MARKER: DB = BENCH MARK DISK
 BM0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0599_STAMPING: U 804 1953
 BM0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0599+STABILITY: SURFACE MOTION
 BM0599
 BM0599  HISTORY     - Date     Condition        Report By
 BM0599  HISTORY     - 1953     MONUMENTED       CGS
 BM0599  HISTORY     - 19860618 MARK NOT FOUND   USGS
 BM0599  HISTORY     - 19910719 GOOD             USPSQD
 BM0599  HISTORY     - 19950624 GOOD             USPSQD
 BM0599
 BM0599                          STATION DESCRIPTION
 BM0599
 BM0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0599'5.95 MI SW FROM AUSTIN.
 BM0599'5.95 MILES SOUTHWEST ALONG BARTON SPRINGS ROAD AND BEE CAVE ROAD FROM
 BM0599'ITS INTERSECTION WITH LAMAR BOULEVARD AT AUSTIN, 31.5 FEET NORTHEAST
 BM0599'OF THE CENTER LINE OF THE ROAD, 38 FEET SOUTHEAST OF THE CENTER LINE
 BM0599'OF A DRIVEWAY LEADING TO A STONE HOUSE, 32 FEET NORTHWEST OF A POWER
 BM0599'POLE, 2 FEET SOUTHWEST OF A ROCK FENCE, 2.5 FEET SOUTHEAST OF A
 BM0599'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 BM0599'FOOT ABOVE THE GROUND.
 BM0599
 BM0599                          STATION RECOVERY (1986)
 BM0599
 BM0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0599'MARK NOT FOUND.
 BM0599
 BM0599                          STATION RECOVERY (1991)
 BM0599
 BM0599'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0599'RECOVERED IN GOOD CONDITION.
 BM0599
 BM0599                          STATION RECOVERY (1995)
 BM0599
 BM0599'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0411 ***********************************************************************
 BM0411  DESIGNATION -  U 805
 BM0411  PID         -  BM0411
 BM0411  STATE/COUNTY-  TX/BASTROP
 BM0411  USGS QUAD   -  LAKE BASTROP (1982)
 BM0411
 BM0411                         *CURRENT SURVEY CONTROL
 BM0411  ___________________________________________________________________
 BM0411* NAD 83(1986)-  30 14 16.     (N)    097 19 50.     (W)     SCALED    
 BM0411* NAVD 88     -       121.50   (+/-2cm)     398.6    (feet)  VERTCON   
 BM0411  ___________________________________________________________________
 BM0411  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0411
 BM0411  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0411
 BM0411.The horizontal coordinates were scaled from a topographic map and have
 BM0411.an estimated accuracy of +/- 6 seconds.
 BM0411
 BM0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0411.The vertical order pertains to the NGVD 29 superseded value.
 BM0411
 BM0411.The geoid height was determined by GEOID03.
 BM0411
 BM0411;                    North         East    Units  Estimated Accuracy
 BM0411;SPC TX C     - 3,067,210.      988,990.      MT  (+/- 180 meters Scaled)
 BM0411
 BM0411                          SUPERSEDED SURVEY CONTROL
 BM0411
 BM0411  NGVD 29 (??/??/92)  121.436  (m)          398.41   (f) ADJ UNCH    1 2
 BM0411
 BM0411.Superseded values are not recommended for survey control.
 BM0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0411.See file dsdata.txt to determine how the superseded data were derived.
 BM0411
 BM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU606463(NAD 83)
 BM0411_MARKER: DB = BENCH MARK DISK
 BM0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0411_STAMPING: U 805 1953
 BM0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0411+STABILITY: SURFACE MOTION
 BM0411
 BM0411  HISTORY     - Date     Condition        Report By
 BM0411  HISTORY     - 1953     MONUMENTED       CGS
 BM0411
 BM0411                          STATION DESCRIPTION
 BM0411
 BM0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0411'8.4 MI SE FROM ELGIN.
 BM0411'8.4 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RILROAD FROM
 BM0411'THE STATION AT ELGIN, 22 FEET SOUTHEAST OF THE 3RD POLE SOUTHEAST OF
 BM0411'MILEPOST 943, 7 1/2 RAILS NORTHWEST OF THE NORTHWEST END OF A SIDE
 BM0411'TRACK, 43.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 0.55 MILE NORTHWEST
 BM0411'OF THE STATION SIGN AT SAYERS, 1 FOOT SOUTHWEST OF A FENCE, 2.7 FEET
 BM0411'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0411'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0195 ***********************************************************************
 AX0195  DESIGNATION -  U 806
 AX0195  PID         -  AX0195
 AX0195  STATE/COUNTY-  TX/AUSTIN
 AX0195  USGS QUAD   -  WALLIS (1980)
 AX0195
 AX0195                         *CURRENT SURVEY CONTROL
 AX0195  ___________________________________________________________________
 AX0195* NAD 83(1986)-  29 39 07.     (N)    096 02 37.     (W)     SCALED    
 AX0195* NAVD 88     -        41.67   (+/-2cm)     136.7    (feet)  VERTCON   
 AX0195  ___________________________________________________________________
 AX0195  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0195
 AX0195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0195
 AX0195.The horizontal coordinates were scaled from a topographic map and have
 AX0195.an estimated accuracy of +/- 6 seconds.
 AX0195
 AX0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0195.The vertical order pertains to the NGVD 29 superseded value.
 AX0195
 AX0195.The geoid height was determined by GEOID03.
 AX0195
 AX0195;                    North         East    Units  Estimated Accuracy
 AX0195;SPC TXSC     - 4,205,170.      886,180.      MT  (+/- 180 meters Scaled)
 AX0195
 AX0195                          SUPERSEDED SURVEY CONTROL
 AX0195
 AX0195  NGVD 29 (??/??/92)   41.663  (m)          136.69   (f) ADJ UNCH    2 0
 AX0195
 AX0195.Superseded values are not recommended for survey control.
 AX0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0195.See file dsdata.txt to determine how the superseded data were derived.
 AX0195
 AX0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT861838(NAD 83)
 AX0195_MARKER: DB = BENCH MARK DISK
 AX0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0195_STAMPING: U 806 1943
 AX0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0195+STABILITY: SURFACE MOTION
 AX0195
 AX0195  HISTORY     - Date     Condition        Report By
 AX0195  HISTORY     - 1943     MONUMENTED       CGS
 AX0195  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0195
 AX0195                          STATION DESCRIPTION
 AX0195
 AX0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0195'1.9 MI NE FROM WALLIS.
 AX0195'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0195'STATION AT WALLIS-- PROCEED 1.9 MILES NORTHEASTERLY ALONG THE RAILROAD
 AX0195'TO SITE OF BENCH MARK.  BENCH MARK IS DIRECTLY ACROSS THE TRACK FROM
 AX0195'SIGNPOST WALLIS ONE MILE, ABOUT 0.1 MILE NORTHEAST OF A DIRT ROAD
 AX0195'CROSSING, AND 44.2 FEET SOUTHEAST OF AND ABOUT 3.0 FEET BELOW THE
 AX0195'SOUTHEAST RAIL OF TRACK.  IT IS 26.8 FEET NORTHWEST OF AND ABOUT 1.0
 AX0195'FOOT BELOW THE CENTERLINE OF ROAD, 29.7 FEET NORTHEAST OF THE SECOND
 AX0195'POLE NORTHEAST OF MILEPOST 43, AND 3.0 FEET SOUTHWEST OF A 4X4-INCH
 AX0195'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.  A STANDARD DISK,
 AX0195'STAMPED U 806 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AX0195
 AX0195                          STATION RECOVERY (1999)
 AX0195
 AX0195'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0167 ***********************************************************************
 AY0167  DESIGNATION -  U 807
 AY0167  PID         -  AY0167
 AY0167  STATE/COUNTY-  TX/GUADALUPE
 AY0167  USGS QUAD   -  MARION (1992)
 AY0167
 AY0167                         *CURRENT SURVEY CONTROL
 AY0167  ___________________________________________________________________
 AY0167* NAD 83(1986)-  29 30 28.     (N)    098 10 10.     (W)     SCALED    
 AY0167* NAVD 88     -       185.21   (+/-2cm)     607.6    (feet)  VERTCON   
 AY0167  ___________________________________________________________________
 AY0167  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AY0167
 AY0167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0167
 AY0167.The horizontal coordinates were scaled from a topographic map and have
 AY0167.an estimated accuracy of +/- 6 seconds.
 AY0167
 AY0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0167.The vertical order pertains to the NGVD 29 superseded value.
 AY0167
 AY0167.The geoid height was determined by GEOID03.
 AY0167
 AY0167;                    North         East    Units  Estimated Accuracy
 AY0167;SPC TXSC     - 4,185,860.      680,520.      MT  (+/- 180 meters Scaled)
 AY0167
 AY0167                          SUPERSEDED SURVEY CONTROL
 AY0167
 AY0167  NGVD 29 (??/??/92)  185.120  (m)          607.35   (f) ADJ UNCH    2 0
 AY0167
 AY0167.Superseded values are not recommended for survey control.
 AY0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0167.See file dsdata.txt to determine how the superseded data were derived.
 AY0167
 AY0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT804645(NAD 83)
 AY0167_MARKER: DB = BENCH MARK DISK
 AY0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0167_SP_SET: CULVERT
 AY0167_STAMPING: U 807 1943
 AY0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0167+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AY0167
 AY0167  HISTORY     - Date     Condition        Report By
 AY0167  HISTORY     - 1943     MONUMENTED       CGS
 AY0167  HISTORY     - 1987     GOOD             USPSQD
 AY0167  HISTORY     - 1989     GOOD             USPSQD
 AY0167  HISTORY     - 19990925 GOOD             USPSQD
 AY0167  HISTORY     - 20050318 GOOD             USPSQD
 AY0167
 AY0167                          STATION DESCRIPTION
 AY0167
 AY0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0167'13.35 MI W FROM SEGUIN.
 AY0167'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90 AND STATE
 AY0167'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 13.35 MILES WESTERLY ALONG U. S.
 AY0167'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 140.0 FEET
 AY0167'WEST OF A GRAVEL ROAD INTERSECTION LEADING SOUTH TO ZUEHL, AND 21.0
 AY0167'FEET NORTH OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF HIGHWAY.  IT
 AY0167'IS SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A
 AY0167'CONCRETE CULVERT.
 AY0167
 AY0167                          STATION RECOVERY (1987)
 AY0167
 AY0167'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0167'RECOVERED IN GOOD CONDITION.
 AY0167
 AY0167                          STATION RECOVERY (1989)
 AY0167
 AY0167'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0167'RECOVERED IN GOOD CONDITION.
 AY0167
 AY0167                          STATION RECOVERY (1999)
 AY0167
 AY0167'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0167'RECOVERED IN GOOD CONDITION.
 AY0167
 AY0167                          STATION RECOVERY (2005)
 AY0167
 AY0167'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0574 ***********************************************************************
 AY0574  DESIGNATION -  U 808
 AY0574  PID         -  AY0574
 AY0574  STATE/COUNTY-  TX/GUADALUPE
 AY0574  USGS QUAD   -  NEW BERLIN (1957)
 AY0574
 AY0574                         *CURRENT SURVEY CONTROL
 AY0574  ___________________________________________________________________
 AY0574* NAD 83(1986)-  29 28 09.     (N)    098 06 05.     (W)     SCALED    
 AY0574* NAVD 88     -       171.15   (+/-2cm)     561.5    (feet)  VERTCON   
 AY0574  ___________________________________________________________________
 AY0574  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AY0574
 AY0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0574
 AY0574.The horizontal coordinates were scaled from a topographic map and have
 AY0574.an estimated accuracy of +/- 6 seconds.
 AY0574
 AY0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0574.The vertical order pertains to the NGVD 29 superseded value.
 AY0574
 AY0574.The geoid height was determined by GEOID03.
 AY0574
 AY0574;                    North         East    Units  Estimated Accuracy
 AY0574;SPC TXSC     - 4,181,630.      687,150.      MT  (+/- 180 meters Scaled)
 AY0574
 AY0574                          SUPERSEDED SURVEY CONTROL
 AY0574
 AY0574  NGVD 29 (??/??/92)  171.069  (m)          561.25   (f) ADJ UNCH    2 0
 AY0574
 AY0574.Superseded values are not recommended for survey control.
 AY0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0574.See file dsdata.txt to determine how the superseded data were derived.
 AY0574
 AY0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT871603(NAD 83)
 AY0574_MARKER: DB = BENCH MARK DISK
 AY0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0574_STAMPING: U 808 1943
 AY0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0574+STABILITY: SURFACE MOTION
 AY0574
 AY0574  HISTORY     - Date     Condition        Report By
 AY0574  HISTORY     - 1943     MONUMENTED       CGS
 AY0574  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0574  HISTORY     - 19990925 GOOD             USPSQD
 AY0574  HISTORY     - 20030517 GOOD             USPSQD
 AY0574
 AY0574                          STATION DESCRIPTION
 AY0574
 AY0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0574'0.35 MI N FROM NEW BERLIN.
 AY0574'TO REACH FROM THE SCHOOL HOUSE AT NEW BERLIN-- PROCEED 0.35 MILE
 AY0574'NORTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AY0574'ABOUT 0.05 MILE NORTH OF A DIRT SIDE ROAD INTERSECTION LEADING EAST,
 AY0574'ABOUT 65.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE NORTHWEST
 AY0574'CORNER OF A BLACKSMITH SHOP, AND 20.4 FEET WEST OF AND ABOUT THE SAME
 AY0574'ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 16.3 FEET SOUTH OF THE
 AY0574'CENTERLINE OF AN IRON GATE AT THE SOUTHEAST CORNER OF A CULTIVATED
 AY0574'FIELD, 10.0 FEET SOUTH OF A FENCE CORNER, 1.8 FEET WEST OF THE
 AY0574'RIGHT-OF-WAY FENCE, AND 4.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AY0574'POST.  A STANDARD DISK, STAMPED U 808 1943 AND SET IN THE TOP OF A
 AY0574'CONCRETE POST.
 AY0574
 AY0574                          STATION RECOVERY (1988)
 AY0574
 AY0574'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0574'MARK NOT FOUND.
 AY0574
 AY0574                          STATION RECOVERY (1999)
 AY0574
 AY0574'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0574'RECOVERED IN GOOD CONDITION.
 AY0574
 AY0574                          STATION RECOVERY (2003)
 AY0574
 AY0574'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0124 ***********************************************************************
 BN0124  DESIGNATION -  U 81
 BN0124  PID         -  BN0124
 BN0124  STATE/COUNTY-  TX/GILLESPIE
 BN0124  USGS QUAD   -  CAIN CITY (1963)
 BN0124
 BN0124                         *CURRENT SURVEY CONTROL
 BN0124  ___________________________________________________________________
 BN0124* NAD 83(1986)-  30 11 23.     (N)    098 48 35.     (W)     SCALED    
 BN0124* NAVD 88     -       545.238  (meters)    1788.84   (feet)  ADJUSTED  
 BN0124  ___________________________________________________________________
 BN0124  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BN0124  DYNAMIC HT  -         544.481 (meters)    1786.35  (feet)  COMP
 BN0124  MODELED GRAV-     979,235.2   (mgal)                       NAVD 88
 BN0124
 BN0124  VERT ORDER  -  FIRST     CLASS II
 BN0124
 BN0124.The horizontal coordinates were scaled from a topographic map and have
 BN0124.an estimated accuracy of +/- 6 seconds.
 BN0124
 BN0124.The orthometric height was determined by differential leveling
 BN0124.and adjusted by the National Geodetic Survey in June 1991..
 BN0124
 BN0124.The geoid height was determined by GEOID03.
 BN0124
 BN0124.The dynamic height is computed by dividing the NAVD 88
 BN0124.geopotential number by the normal gravity value computed on the
 BN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0124.degrees latitude (g = 980.6199 gals.).
 BN0124
 BN0124.The modeled gravity was interpolated from observed gravity values.
 BN0124
 BN0124;                    North         East    Units  Estimated Accuracy
 BN0124;SPC TX C     - 3,058,990.      846,720.      MT  (+/- 180 meters Scaled)
 BN0124
 BN0124                          SUPERSEDED SURVEY CONTROL
 BN0124
 BN0124  NGVD 29 (??/??/92)  545.188  (m)         1788.67   (f) ADJ UNCH    1 2
 BN0124
 BN0124.Superseded values are not recommended for survey control.
 BN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0124.See file dsdata.txt to determine how the superseded data were derived.
 BN0124
 BN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU183398(NAD 83)
 BN0124_MARKER: DB = BENCH MARK DISK
 BN0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0124_STAMPING: U 81 1931
 BN0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0124+STABILITY: SURFACE MOTION
 BN0124
 BN0124  HISTORY     - Date     Condition        Report By
 BN0124  HISTORY     - 1931     MONUMENTED       CGS
 BN0124  HISTORY     - 1953     GOOD             NGS
 BN0124  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0124  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0124
 BN0124                          STATION DESCRIPTION
 BN0124
 BN0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0124'8.2 MI SE FROM FREDERICKSBURG.
 BN0124'2.5 MILES EAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH U.S.
 BN0124'HIGHWAY 87 AT FREDERICKSBURG, THENCE 4.3 MILES SOUTHEAST ALONG AN
 BN0124'OILED ROAD, THENCE 0.85 MILE NORTHEAST ALONG AN OILED ROAD, THENCE
 BN0124'0.55 MILE SOUTHEAST ALONG AN OLD ABANDONED RAILROAD GRADE, 0.55 MILE
 BN0124'SOUTHEAST OF CAIN CITY, AT A PRIVATE ROAD CROSSING, AT THE SOUTHEAST
 BN0124'END OF A CUT, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD
 BN0124'GRADE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BN0124'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BN0124
 BN0124                          STATION RECOVERY (1982)
 BN0124
 BN0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0124'NOT SEARCHED FOR THIS DATE, INACCESSIBLE.
 BN0124
 BN0124                          STATION RECOVERY (1993)
 BN0124
 BN0124'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4318 ***********************************************************************
 AW4318  DESIGNATION -  U 810
 AW4318  PID         -  AW4318
 AW4318  STATE/COUNTY-  TX/WHARTON
 AW4318  USGS QUAD   -  BOLING (1980)
 AW4318
 AW4318                         *CURRENT SURVEY CONTROL
 AW4318  ___________________________________________________________________
 AW4318* NAD 83(1986)-  29 19 53.     (N)    095 56 32.     (W)     SCALED    
 AW4318* NAVD 88     -        23.52   (+/-2cm)      77.2    (feet)  VERTCON   
 AW4318  ___________________________________________________________________
 AW4318  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW4318
 AW4318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4318
 AW4318.The horizontal coordinates were scaled from a topographic map and have
 AW4318.an estimated accuracy of +/- 6 seconds.
 AW4318
 AW4318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4318.The vertical order pertains to the NGVD 29 superseded value.
 AW4318
 AW4318.The geoid height was determined by GEOID03.
 AW4318
 AW4318;                    North         East    Units  Estimated Accuracy
 AW4318;SPC TXSC     - 4,169,910.      896,920.      MT  (+/- 180 meters Scaled)
 AW4318
 AW4318                          SUPERSEDED SURVEY CONTROL
 AW4318
 AW4318  NGVD 29 (??/??/92)   23.526  (m)           77.18   (f) ADJ UNCH    2 0
 AW4318
 AW4318.Superseded values are not recommended for survey control.
 AW4318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4318.See file dsdata.txt to determine how the superseded data were derived.
 AW4318
 AW4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN142482(NAD 83)
 AW4318_MARKER: DB = BENCH MARK DISK
 AW4318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4318_STAMPING: U 810 1943
 AW4318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4318+STABILITY: SURFACE MOTION
 AW4318
 AW4318  HISTORY     - Date     Condition        Report By
 AW4318  HISTORY     - 1943     MONUMENTED       CGS
 AW4318
 AW4318                          STATION DESCRIPTION
 AW4318
 AW4318'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4318'3.95 MI N FROM IAGO.
 AW4318'TO REACH FROM THE IAGO FEDERATED CHURCH AT IAGO, PROCEED 3.95 MILES
 AW4318'NORTHERLY ALONG A SHELL ROAD TO THE END OF THE ROAD AND THE SOUTH BANK
 AW4318'OF THE SAN BERNARD RIVER AND SITE OF BENCH MARK.  BENCH MARK IS 33.0
 AW4318'FEET SOUTH OF THE NORTH EDGE OF THE SOUTH BANK OF THE SAN BERNARD
 AW4318'RIVER.  IT IS 21.6 FEET NORTH OF A TRIANGULAR BLASE ON A 2.0 FOOT RED
 AW4318'ELM TREE, 2.3 FEET EAST OF A TRIANGULAR BLASE ON A 1.0 FOOT RED ELM
 AW4318'TREE.  MONUMENT IS 2.4 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AW4318'POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND, AND SET IN A CONCRETE
 AW4318'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4234 ***********************************************************************
 AW4234  DESIGNATION -  U 811
 AW4234  PID         -  AW4234
 AW4234  STATE/COUNTY-  TX/FORT BEND
 AW4234  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4234
 AW4234                         *CURRENT SURVEY CONTROL
 AW4234  ___________________________________________________________________
 AW4234* NAD 83(1986)-  29 27 15.     (N)    095 40 47.     (W)     SCALED    
 AW4234* NAVD 88     -        21.17   (+/-2cm)      69.5    (feet)  VERTCON   
 AW4234  ___________________________________________________________________
 AW4234  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW4234
 AW4234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4234
 AW4234.The horizontal coordinates were scaled from a topographic map and have
 AW4234.an estimated accuracy of +/- 6 seconds.
 AW4234
 AW4234.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4234.The vertical order pertains to the NGVD 29 superseded value.
 AW4234
 AW4234.The geoid height was determined by GEOID03.
 AW4234
 AW4234;                    North         East    Units  Estimated Accuracy
 AW4234;SPC TXSC     - 4,184,200.      922,010.      MT  (+/- 180 meters Scaled)
 AW4234
 AW4234                          SUPERSEDED SURVEY CONTROL
 AW4234
 AW4234  NGVD 29 (??/??/92)   21.168  (m)           69.45   (f) ADJ UNCH    2 0
 AW4234
 AW4234.Superseded values are not recommended for survey control.
 AW4234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4234.See file dsdata.txt to determine how the superseded data were derived.
 AW4234
 AW4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN400612(NAD 83)
 AW4234_MARKER: DB = BENCH MARK DISK
 AW4234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4234_STAMPING: U 811 1943
 AW4234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4234+STABILITY: SURFACE MOTION
 AW4234
 AW4234  HISTORY     - Date     Condition        Report By
 AW4234  HISTORY     - 1943     MONUMENTED       CGS
 AW4234  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4234  HISTORY     - 19980103 MARK NOT FOUND   USPSQD
 AW4234  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4234
 AW4234                          STATION DESCRIPTION
 AW4234
 AW4234'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4234'10.65 MI NE FROM GUY.
 AW4234'TO REACH FROM THE SCHOOL BUILDING AT GUY, PROCEED 9.85 MILES
 AW4234'NORTHEASTERLY ALONG THE GUY - THOMPSONS ROAD TO A RIGHT ANGLE TURN IN
 AW4234'THE ROAD TO THE NORTHWEST, THENCE 0.8 MILE NORTHWESTERLY TO SITE OF
 AW4234'BENCH MARK.  BENCH MARK IS 31.0 FEET NORTHEAST OF AND ABOUT 1.5 FOOT
 AW4234'BELOW THE CENTERLINE OF THE ROAD.  IT IS 16.4 FEET NORTHWEST OF THE
 AW4234'NORTHWEST POST OF A GATE ENTRANCE TO A RICE FIELD, 1.2 FOOT NORTHEAST
 AW4234'OF THE NORTHEAST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.1 FEET NORTHWEST
 AW4234'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT ABOVE THE
 AW4234'GROUND.
 AW4234
 AW4234                          STATION RECOVERY (1996)
 AW4234
 AW4234'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4234'MARK NOT FOUND.
 AW4234
 AW4234                          STATION RECOVERY (1998)
 AW4234
 AW4234'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4234'MARK NOT FOUND.
 AW4234
 AW4234                          STATION RECOVERY (1998)
 AW4234
 AW4234'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4235 ***********************************************************************
 AW4235  DESIGNATION -  U 811 RESET 1949
 AW4235  PID         -  AW4235
 AW4235  STATE/COUNTY-  TX/FORT BEND
 AW4235  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4235
 AW4235                         *CURRENT SURVEY CONTROL
 AW4235  ___________________________________________________________________
 AW4235* NAD 83(1986)-  29 27 15.     (N)    095 40 47.     (W)     SCALED    
 AW4235* NAVD 88     -        20.95   (+/-2cm)      68.7    (feet)  VERTCON   
 AW4235  ___________________________________________________________________
 AW4235  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW4235
 AW4235  VERT ORDER  -  THIRD (See Below)
 AW4235
 AW4235.The horizontal coordinates were scaled from a topographic map and have
 AW4235.an estimated accuracy of +/- 6 seconds.
 AW4235
 AW4235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4235.The vertical order pertains to the NGVD 29 superseded value.
 AW4235
 AW4235.The geoid height was determined by GEOID03.
 AW4235
 AW4235;                    North         East    Units  Estimated Accuracy
 AW4235;SPC TXSC     - 4,184,200.      922,010.      MT  (+/- 180 meters Scaled)
 AW4235
 AW4235                          SUPERSEDED SURVEY CONTROL
 AW4235
 AW4235  NGVD 29 (01/29/03)   20.95   (m)           68.7    (f) RESET       3  
 AW4235
 AW4235.Superseded values are not recommended for survey control.
 AW4235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4235.See file dsdata.txt to determine how the superseded data were derived.
 AW4235
 AW4235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN400612(NAD 83)
 AW4235_MARKER: DB = BENCH MARK DISK
 AW4235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4235_STAMPING: U 811 RESET 1949
 AW4235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4235+STABILITY: SURFACE MOTION
 AW4235
 AW4235  HISTORY     - Date     Condition        Report By
 AW4235  HISTORY     - 1949     MONUMENTED       TXHD
 AW4235  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4235
 AW4235                          STATION DESCRIPTION
 AW4235
 AW4235'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AW4235'11.7 MI NE FROM GUY.
 AW4235'9.8 MILES NORTHEAST ALONG THE GUY-THOMPSONS ROAD FROM THE SCHOOLHOUSE
 AW4235'AT GUY, FORT BEND COUNTY, THENCE 0.9 MILE NORTHWEST FROM A RIGHT-ANGLE
 AW4235'TURN.  16 FEET NORTHWEST OF THE NORTHWEST POST OF A GATE AT AN
 AW4235'ENTRANCE TO A RICE FIELD, 40 FEET NORTHEAST OF THE CENTERLINE OF THE
 AW4235'ROAD, AT THE RIGHT-OF-WAY FENCE, AND 2 FEET NORTHWEST OF A WHITE
 AW4235'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED U 811 RESET 1949 AND
 AW4235'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AW4235
 AW4235                          STATION RECOVERY (1973)
 AW4235
 AW4235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0096 ***********************************************************************
 AX0096  DESIGNATION -  U 812 RESET 1959
 AX0096  PID         -  AX0096
 AX0096  STATE/COUNTY-  TX/WHARTON
 AX0096  USGS QUAD   -  LISSIE (1981)
 AX0096
 AX0096                         *CURRENT SURVEY CONTROL
 AX0096  ___________________________________________________________________
 AX0096* NAD 83(1986)-  29 32 51.     (N)    096 11 07.     (W)     SCALED    
 AX0096* NAVD 88     -        42.78   (+/-2cm)     140.4    (feet)  VERTCON   
 AX0096  ___________________________________________________________________
 AX0096  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0096
 AX0096  VERT ORDER  -  THIRD (See Below)
 AX0096
 AX0096.The horizontal coordinates were scaled from a topographic map and have
 AX0096.an estimated accuracy of +/- 6 seconds.
 AX0096
 AX0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0096.The vertical order pertains to the NGVD 29 superseded value.
 AX0096
 AX0096.The geoid height was determined by GEOID03.
 AX0096
 AX0096;                    North         East    Units  Estimated Accuracy
 AX0096;SPC TXSC     - 4,193,260.      872,740.      MT  (+/- 180 meters Scaled)
 AX0096
 AX0096                          SUPERSEDED SURVEY CONTROL
 AX0096
 AX0096  NGVD 29 (??/??/??)   42.77   (m)          140.3    (f) RESET       3  
 AX0096
 AX0096.Superseded values are not recommended for survey control.
 AX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0096.See file dsdata.txt to determine how the superseded data were derived.
 AX0096
 AX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT727719(NAD 83)
 AX0096_MARKER: DB = BENCH MARK DISK
 AX0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0096_SP_SET: CULVERT
 AX0096_STAMPING: U 812 RESET 1959
 AX0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0096
 AX0096  HISTORY     - Date     Condition        Report By
 AX0096  HISTORY     - 1959     MONUMENTED       CGS
 AX0096  HISTORY     - 19910607 GOOD             USPSQD
 AX0096
 AX0096                          STATION DESCRIPTION
 AX0096
 AX0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AX0096'7.4 MI W FROM EAST BERNARD.
 AX0096'ABOUT 7.4 MILES WEST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY NO.
 AX0096'90A FROM THE DEPOT IN EAST BERNARD, 0.15 MILE WEST OF MP 59, IN THE
 AX0096'CENTER OF THE SOUTH HEADWALL OF THE CONCRETE CULVERT UNDER THE
 AX0096'RAILROAD.  THE CULVERT HAS THE YEAR 1919 CAST IN THE SOUTH FACE.  A
 AX0096'STANDARD DISK STAMPED U 812 RESET 1959 IN A DRILL HOLE IN THE CONCRETE
 AX0096'HEADWALL.
 AX0096
 AX0096                          STATION RECOVERY (1991)
 AX0096
 AX0096'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0114 ***********************************************************************
 AX0114  DESIGNATION -  U 813
 AX0114  PID         -  AX0114
 AX0114  STATE/COUNTY-  TX/WHARTON
 AX0114  USGS QUAD   -  EAST BERNARD (1980)
 AX0114
 AX0114                         *CURRENT SURVEY CONTROL
 AX0114  ___________________________________________________________________
 AX0114* NAD 83(1986)-  29 35 18.     (N)    096 05 10.     (W)     SCALED    
 AX0114* NAVD 88     -        37.41   (+/-2cm)     122.7    (feet)  VERTCON   
 AX0114  ___________________________________________________________________
 AX0114  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0114
 AX0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0114
 AX0114.The horizontal coordinates were scaled from a topographic map and have
 AX0114.an estimated accuracy of +/- 6 seconds.
 AX0114
 AX0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0114.The vertical order pertains to the NGVD 29 superseded value.
 AX0114
 AX0114.The geoid height was determined by GEOID03.
 AX0114
 AX0114;                    North         East    Units  Estimated Accuracy
 AX0114;SPC TXSC     - 4,198,020.      882,240.      MT  (+/- 180 meters Scaled)
 AX0114
 AX0114                          SUPERSEDED SURVEY CONTROL
 AX0114
 AX0114  NGVD 29 (??/??/92)   37.405  (m)          122.72   (f) ADJ UNCH    2 0
 AX0114
 AX0114.Superseded values are not recommended for survey control.
 AX0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0114.See file dsdata.txt to determine how the superseded data were derived.
 AX0114
 AX0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT822767(NAD 83)
 AX0114_MARKER: DB = BENCH MARK DISK
 AX0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0114_STAMPING: U 813 1943
 AX0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0114+STABILITY: SURFACE MOTION
 AX0114
 AX0114  HISTORY     - Date     Condition        Report By
 AX0114  HISTORY     - 1943     MONUMENTED       CGS
 AX0114  HISTORY     - 1954     GOOD             NGS
 AX0114  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0114
 AX0114                          STATION DESCRIPTION
 AX0114
 AX0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0114'4.1 MI N FROM EAST BERNARD.
 AX0114'3.2 MILES NORTH ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 AX0114'HIGHWAY 90 A AT EAST BERNARD, THENCE 0.9 MILE NORTHEAST ALONG OLD
 AX0114'STATE HIGHWAY 60, 0.3 MILE EAST OF NEW STATE HIGHWAY 60, 33 FEET SOUTH
 AX0114'OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 40 FEET WEST OF
 AX0114'THE CENTER LINE OF THE OLD HIGHWAY, 2 FEET SOUTHWEST OF A FENCE
 AX0114'CORNER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 AX0114'ABOVE THE GROUND.
 AX0114
 AX0114                          STATION RECOVERY (1991)
 AX0114
 AX0114'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0417 ***********************************************************************
 AX0417  DESIGNATION -  U 814
 AX0417  PID         -  AX0417
 AX0417  STATE/COUNTY-  TX/WHARTON
 AX0417  USGS QUAD   -  BONUS (1981)
 AX0417
 AX0417                         *CURRENT SURVEY CONTROL
 AX0417  ___________________________________________________________________
 AX0417* NAD 83(1986)-  29 29 42.     (N)    096 17 44.     (W)     SCALED    
 AX0417* NAVD 88     -        49.15   (+/-2cm)     161.3    (feet)  VERTCON   
 AX0417  ___________________________________________________________________
 AX0417  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0417
 AX0417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0417
 AX0417.The horizontal coordinates were scaled from a topographic map and have
 AX0417.an estimated accuracy of +/- 6 seconds.
 AX0417
 AX0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0417.The vertical order pertains to the NGVD 29 superseded value.
 AX0417
 AX0417.The geoid height was determined by GEOID03.
 AX0417
 AX0417;                    North         East    Units  Estimated Accuracy
 AX0417;SPC TXSC     - 4,187,190.      862,200.      MT  (+/- 180 meters Scaled)
 AX0417
 AX0417                          SUPERSEDED SURVEY CONTROL
 AX0417
 AX0417  NGVD 29 (??/??/92)   49.144  (m)          161.23   (f) ADJ UNCH    2 0
 AX0417
 AX0417.Superseded values are not recommended for survey control.
 AX0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0417.See file dsdata.txt to determine how the superseded data were derived.
 AX0417
 AX0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT621658(NAD 83)
 AX0417_MARKER: DB = BENCH MARK DISK
 AX0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0417_SP_SET: CULVERT
 AX0417_STAMPING: U 814 1943
 AX0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0417
 AX0417  HISTORY     - Date     Condition        Report By
 AX0417  HISTORY     - 1943     MONUMENTED       CGS
 AX0417
 AX0417                          STATION DESCRIPTION
 AX0417
 AX0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0417'7.15 MI SW FROM LISSIE.
 AX0417'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT LISSIE,
 AX0417'PROCEED 0.3 MILE EASTERLY ALONG U.S. HIGHWAY NO.90-A TO THE
 AX0417'INTERSECTION OF A GRAVEL ROAD LEADING SOUTHWESTERLY TO MCDOW, THENCE
 AX0417'6.85 MILES SOUTHERWESTERLY ALONG A GRAVEL ROAD TO A LARGE IRRIGATION
 AX0417'CANAL AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AX0417'TOP OF THE SOUTHWEST END OF THE SOUTHWEST WINGWALL OF A 6X18 FOOT
 AX0417'CONCRETE CANAL CULVERT UNDER THE ROAD.  IT IS 12.6 FEET WEST OF AND
 AX0417'ABOUT 0.5 FOOT BELOW THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0418 ***********************************************************************
 AX0418  DESIGNATION -  U 814 RESET 1955
 AX0418  PID         -  AX0418
 AX0418  STATE/COUNTY-  TX/WHARTON
 AX0418  USGS QUAD   -  BONUS (1981)
 AX0418
 AX0418                         *CURRENT SURVEY CONTROL
 AX0418  ___________________________________________________________________
 AX0418* NAD 83(1986)-  29 29 43.     (N)    096 17 44.     (W)     SCALED    
 AX0418* NAVD 88     -        49.42   (+/-2cm)     162.1    (feet)  VERTCON   
 AX0418  ___________________________________________________________________
 AX0418  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0418
 AX0418  VERT ORDER  -  THIRD (See Below)
 AX0418
 AX0418.The horizontal coordinates were scaled from a topographic map and have
 AX0418.an estimated accuracy of +/- 6 seconds.
 AX0418
 AX0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0418.The vertical order pertains to the NGVD 29 superseded value.
 AX0418
 AX0418.The geoid height was determined by GEOID03.
 AX0418
 AX0418;                    North         East    Units  Estimated Accuracy
 AX0418;SPC TXSC     - 4,187,220.      862,190.      MT  (+/- 180 meters Scaled)
 AX0418
 AX0418                          SUPERSEDED SURVEY CONTROL
 AX0418
 AX0418  NGVD 29 (??/??/??)   49.41   (m)          162.1    (f) RESET       3  
 AX0418
 AX0418.Superseded values are not recommended for survey control.
 AX0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0418.See file dsdata.txt to determine how the superseded data were derived.
 AX0418
 AX0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT621659(NAD 83)
 AX0418_MARKER: DB = BENCH MARK DISK
 AX0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0418_SP_SET: RETAING WALL
 AX0418_STAMPING: U 814 RESET 1955
 AX0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0418
 AX0418  HISTORY     - Date     Condition        Report By
 AX0418  HISTORY     - 1955     MONUMENTED       LOCENG
 AX0418
 AX0418                          STATION DESCRIPTION
 AX0418
 AX0418'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 AX0418'7.1 MI SW FROM LISSIE.
 AX0418'7.1 MILES SOUTHWEST OF LISSIE, WHARTON COUNTY.  THIS BENCH MARK MAY BE
 AX0418'REACHED FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION BY GOING 0.3
 AX0418'MILE EAST ALONG U.S. HIGHWAY 90 A, AND THENCE 6.8 MILES SOUTHWEST
 AX0418'ALONG A GRAVEL ROAD.  IT IS 1.0 MILE NORTHEAST OF MCDOW, AT AN
 AX0418'IRRIGATION-CANAL SIPHON UNDER THE ROAD, IN THE SOUTH CORNER OF THE TOP
 AX0418'RETAINING WALL, AND 46.6 FEET WEST OF THE CENTER LINE OF THE ROAD. A
 AX0418'STANDARD DISK, STAMPED U 814 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0129 ***********************************************************************
 AX0129  DESIGNATION -  U 815
 AX0129  PID         -  AX0129
 AX0129  STATE/COUNTY-  TX/COLORADO
 AX0129  USGS QUAD   -  EAGLE LAKE (1981)
 AX0129
 AX0129                         *CURRENT SURVEY CONTROL
 AX0129  ___________________________________________________________________
 AX0129* NAD 83(1986)-  29 36 50.     (N)    096 21 33.     (W)     SCALED    
 AX0129* NAVD 88     -        59.61   (+/-2cm)     195.6    (feet)  VERTCON   
 AX0129  ___________________________________________________________________
 AX0129  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0129
 AX0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0129
 AX0129.The horizontal coordinates were scaled from a topographic map and have
 AX0129.an estimated accuracy of +/- 6 seconds.
 AX0129
 AX0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0129.The vertical order pertains to the NGVD 29 superseded value.
 AX0129
 AX0129.The geoid height was determined by GEOID03.
 AX0129
 AX0129;                    North         East    Units  Estimated Accuracy
 AX0129;SPC TXSC     - 4,200,220.      855,730.      MT  (+/- 180 meters Scaled)
 AX0129
 AX0129                          SUPERSEDED SURVEY CONTROL
 AX0129
 AX0129  NGVD 29 (??/??/92)   59.595  (m)          195.52   (f) ADJ UNCH    2 0
 AX0129
 AX0129.Superseded values are not recommended for survey control.
 AX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0129.See file dsdata.txt to determine how the superseded data were derived.
 AX0129
 AX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT557789(NAD 83)
 AX0129_MARKER: DB = BENCH MARK DISK
 AX0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0129_STAMPING: U 815 1943
 AX0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0129+STABILITY: SURFACE MOTION
 AX0129
 AX0129  HISTORY     - Date     Condition        Report By
 AX0129  HISTORY     - 1943     MONUMENTED       CGS
 AX0129  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0129  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0129
 AX0129                          STATION DESCRIPTION
 AX0129
 AX0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0129'2.3 MI NW FROM EAGLE LAKE.
 AX0129'2.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AX0129'STATION AT EAGLE LAKE, COLORADO COUNTY, 0.1 MILE SOUTHEAST OF MILEPOST
 AX0129'71, 71.5 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 14 FEET
 AX0129'SOUTHEAST AND 4.5 FEET SOUTHWEST OF POLE 2785, 2.3 FEET NORTHWEST OF A
 AX0129'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK. A
 AX0129'STANDARD DISK, STAMPED U 815 1943 AND SET IN THE TOP OF A CONCRETE
 AX0129'POST PROJECTING ABOUT 0.1 FOOT ABOVE GROUND.
 AX0129
 AX0129                          STATION RECOVERY (1987)
 AX0129
 AX0129'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX0129'MARK NOT FOUND.
 AX0129
 AX0129                          STATION RECOVERY (1991)
 AX0129
 AX0129'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0185 ***********************************************************************
 AX0185  DESIGNATION -  U 816
 AX0185  PID         -  AX0185
 AX0185  STATE/COUNTY-  TX/COLORADO
 AX0185  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0185
 AX0185                         *CURRENT SURVEY CONTROL
 AX0185  ___________________________________________________________________
 AX0185* NAD 83(1986)-  29 43 28.     (N)    096 19 15.     (W)     SCALED    
 AX0185* NAVD 88     -        68.59   (+/-2cm)     225.0    (feet)  VERTCON   
 AX0185  ___________________________________________________________________
 AX0185  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX0185
 AX0185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0185
 AX0185.The horizontal coordinates were scaled from a topographic map and have
 AX0185.an estimated accuracy of +/- 6 seconds.
 AX0185
 AX0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0185.The vertical order pertains to the NGVD 29 superseded value.
 AX0185
 AX0185.The geoid height was determined by GEOID03.
 AX0185
 AX0185;                    North         East    Units  Estimated Accuracy
 AX0185;SPC TXSC     - 4,212,560.      859,160.      MT  (+/- 180 meters Scaled)
 AX0185
 AX0185                          SUPERSEDED SURVEY CONTROL
 AX0185
 AX0185  NGVD 29 (??/??/92)   68.570  (m)          224.97   (f) ADJ UNCH    2 0
 AX0185
 AX0185.Superseded values are not recommended for survey control.
 AX0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0185.See file dsdata.txt to determine how the superseded data were derived.
 AX0185
 AX0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT591912(NAD 83)
 AX0185_MARKER: DB = BENCH MARK DISK
 AX0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0185_STAMPING: U 816 1943
 AX0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0185+STABILITY: SURFACE MOTION
 AX0185
 AX0185  HISTORY     - Date     Condition        Report By
 AX0185  HISTORY     - 1943     MONUMENTED       CGS
 AX0185  HISTORY     - 1963     POOR             USGS
 AX0185  HISTORY     - 20050823 MARK NOT FOUND   USPSQD
 AX0185  HISTORY     - 20050823 MARK NOT FOUND   USPSQD
 AX0185
 AX0185                          STATION DESCRIPTION
 AX0185
 AX0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0185'6.8 MI E FROM BERNARDO.
 AX0185'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 1.0 MILE
 AX0185'SOUTHEASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL ROAD
 AX0185'LEADING NORTHEAST, THENCE 2.55 MILES NORTHEASTERLY ALONG A GRAVEL ROAD
 AX0185'TO THE INTERSECTION OF A GRAVEL ROAD LEADING EAST, THENCE 2.25 MILES
 AX0185'EASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL T ROAD,
 AX0185'THENCE 1.0 MILE SOUTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.
 AX0185'BENCH MARK IS 75.0 YARDS WEST OF A FENCE CORNER POST. IT IS 32.3 FEET
 AX0185'NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 0.3 FOOT
 AX0185'NORTH OF THE NORTH RIGHT-OF-WAY FENCE.  MONUMENT IS 2.1 FEET EAST OF A
 AX0185'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE
 AX0185'GROUND.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0185
 AX0185                          STATION RECOVERY (1963)
 AX0185
 AX0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX0185'MARK RECOVERED IN POOR CONDITION.
 AX0185
 AX0185                          STATION RECOVERY (2005)
 AX0185
 AX0185'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 AX0185'EVIDENCE OF A RECENT SEARCH AT THIS LOCATION BUT MARK IS ON PRIVATE
 AX0185'PROPERTY.  IF THE MARK WAS FOUND, IT WAS NOT LEFT EXPOSED SO THAT IT
 AX0185'COULD BE VIEWED FROM THE HIGHWAY PROPERTY SIDE OF THE FENCE.
 AX0185
 AX0185                          STATION RECOVERY (2005)
 AX0185
 AX0185'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 AX0185'EVIDENCE OF A RECENT SEARCH AT THIS LOCATION BUT MARK IS ON PRIVATE
 AX0185'PROPERTY.  IF THE MARK WAS FOUND, IT WAS NOT LEFT EXPOSED SO THAT IT
 AX0185'COULD BE VIEWED FROM THE HIGHWAY PROPERTY SIDE OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1173 ***********************************************************************
 AX1173  DESIGNATION -  U 817
 AX1173  PID         -  AX1173
 AX1173  STATE/COUNTY-  TX/COLORADO
 AX1173  USGS QUAD   -  FRELSBURG (1981)
 AX1173
 AX1173                         *CURRENT SURVEY CONTROL
 AX1173  ___________________________________________________________________
 AX1173* NAD 83(1986)-  29 51 52.     (N)    096 32 47.     (W)     SCALED    
 AX1173* NAVD 88     -        96.80   (+/-2cm)     317.6    (feet)  VERTCON   
 AX1173  ___________________________________________________________________
 AX1173  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1173
 AX1173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1173
 AX1173.The horizontal coordinates were scaled from a topographic map and have
 AX1173.an estimated accuracy of +/- 6 seconds.
 AX1173
 AX1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1173.The vertical order pertains to the NGVD 29 superseded value.
 AX1173
 AX1173.The geoid height was determined by GEOID03.
 AX1173
 AX1173;                    North         East    Units  Estimated Accuracy
 AX1173;SPC TXSC     - 4,227,590.      837,020.      MT  (+/- 180 meters Scaled)
 AX1173
 AX1173                          SUPERSEDED SURVEY CONTROL
 AX1173
 AX1173  NGVD 29 (??/??/92)   96.768  (m)          317.48   (f) ADJ UNCH    2 0
 AX1173
 AX1173.Superseded values are not recommended for survey control.
 AX1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1173.See file dsdata.txt to determine how the superseded data were derived.
 AX1173
 AX1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU370062(NAD 83)
 AX1173_MARKER: DB = BENCH MARK DISK
 AX1173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1173_SP_SET: CULVERT
 AX1173_STAMPING: U 817 1943
 AX1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1173
 AX1173  HISTORY     - Date     Condition        Report By
 AX1173  HISTORY     - 1943     MONUMENTED       CGS
 AX1173  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1173  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1173
 AX1173                          STATION DESCRIPTION
 AX1173
 AX1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1173'0.4 MI S FROM FRELSBURG.
 AX1173'0.4 MILE SOUTH ALONG A PAVED ROAD FROM THE FOUR CORNERS AT FRELSBURG,
 AX1173'0.05 MILE NORTH OF THE INTERSECTION OF A GRAVEL ROAD LEADING EAST TO A
 AX1173'CHURCH AND CEMETERY, AT A 6- BY 10-FOOT CONCRETE BOX CULVERT UNDER THE
 AX1173'ROAD, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, 11.5 FEET EAST
 AX1173'OF THE CENTERLINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE
 AX1173'ROAD.
 AX1173
 AX1173                          STATION RECOVERY (1987)
 AX1173
 AX1173'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1173'MARK NOT FOUND.
 AX1173
 AX1173                          STATION RECOVERY (2004)
 AX1173
 AX1173'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1173'NEW CULVERT. OLD CULVERT DESTROYED AND MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1106 ***********************************************************************
 AX1106  DESIGNATION -  U 818
 AX1106  PID         -  AX1106
 AX1106  STATE/COUNTY-  TX/COLORADO
 AX1106  USGS QUAD   -  BORDEN (1981)
 AX1106
 AX1106                         *CURRENT SURVEY CONTROL
 AX1106  ___________________________________________________________________
 AX1106* NAD 83(1986)-  29 41 33.     (N)    096 42 32.     (W)     SCALED    
 AX1106* NAVD 88     -        97.53   (+/-2cm)     320.0    (feet)  VERTCON   
 AX1106  ___________________________________________________________________
 AX1106  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1106
 AX1106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1106
 AX1106.The horizontal coordinates were scaled from a topographic map and have
 AX1106.an estimated accuracy of +/- 6 seconds.
 AX1106
 AX1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1106.The vertical order pertains to the NGVD 29 superseded value.
 AX1106
 AX1106.The geoid height was determined by GEOID03.
 AX1106
 AX1106;                    North         East    Units  Estimated Accuracy
 AX1106;SPC TXSC     - 4,208,220.      821,700.      MT  (+/- 180 meters Scaled)
 AX1106
 AX1106                          SUPERSEDED SURVEY CONTROL
 AX1106
 AX1106  NGVD 29 (??/??/92)   97.505  (m)          319.90   (f) ADJ UNCH    2 0
 AX1106
 AX1106.Superseded values are not recommended for survey control.
 AX1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1106.See file dsdata.txt to determine how the superseded data were derived.
 AX1106
 AX1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT216869(NAD 83)
 AX1106_MARKER: DB = BENCH MARK DISK
 AX1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1106_SP_SET: CULVERT
 AX1106_STAMPING: U 818 1943
 AX1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1106+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1106
 AX1106  HISTORY     - Date     Condition        Report By
 AX1106  HISTORY     - 1943     MONUMENTED       CGS
 AX1106  HISTORY     - 1987     GOOD             USPSQD
 AX1106  HISTORY     - 1987     GOOD             USPSQD
 AX1106  HISTORY     - 19970608 GOOD             USPSQD
 AX1106  HISTORY     - 20020727 GOOD             USPSQD
 AX1106  HISTORY     - 20040318 GOOD             USPSQD
 AX1106  HISTORY     - 20050318 GOOD             USPSQD
 AX1106
 AX1106                          STATION DESCRIPTION
 AX1106
 AX1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1106'4.65 MI E FROM WEIMAR.
 AX1106'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 4.65 MILES EASTERLY
 AX1106'ALONG U.S. HIGHWAY NO. 90 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1106'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF
 AX1106'THE SOUTH HEADWALL OF A 5X6 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1106'HIGHWAY.  IT IS 21.5 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE
 AX1106'CENTERLINE OF THE HIGHWAY.
 AX1106
 AX1106                          STATION RECOVERY (1987)
 AX1106
 AX1106'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1106'RECOVERED IN GOOD CONDITION.
 AX1106
 AX1106                          STATION RECOVERY (1987)
 AX1106
 AX1106'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1106'RECOVERED IN GOOD CONDITION.
 AX1106
 AX1106                          STATION RECOVERY (1997)
 AX1106
 AX1106'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1106'RECOVERED IN GOOD CONDITION.
 AX1106
 AX1106                          STATION RECOVERY (2002)
 AX1106
 AX1106'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1106'RECOVERED IN GOOD CONDITION.
 AX1106
 AX1106                          STATION RECOVERY (2004)
 AX1106
 AX1106'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1106'RECOVERED IN GOOD CONDITION.
 AX1106
 AX1106                          STATION RECOVERY (2005)
 AX1106
 AX1106'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1485 ***********************************************************************
 AX1485  DESIGNATION -  U 819
 AX1485  PID         -  AX1485
 AX1485  STATE/COUNTY-  TX/FAYETTE
 AX1485  USGS QUAD   -  FLATONIA (1981)
 AX1485
 AX1485                         *CURRENT SURVEY CONTROL
 AX1485  ___________________________________________________________________
 AX1485* NAD 83(1986)-  29 40 58.     (N)    097 02 48.     (W)     SCALED    
 AX1485* NAVD 88     -       132.03   (+/-2cm)     433.2    (feet)  VERTCON   
 AX1485  ___________________________________________________________________
 AX1485  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AX1485
 AX1485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1485
 AX1485.The horizontal coordinates were scaled from a topographic map and have
 AX1485.an estimated accuracy of +/- 6 seconds.
 AX1485
 AX1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1485.The vertical order pertains to the NGVD 29 superseded value.
 AX1485
 AX1485.The geoid height was determined by GEOID03.
 AX1485
 AX1485;                    North         East    Units  Estimated Accuracy
 AX1485;SPC TXSC     - 4,206,550.      789,040.      MT  (+/- 180 meters Scaled)
 AX1485
 AX1485                          SUPERSEDED SURVEY CONTROL
 AX1485
 AX1485  NGVD 29 (??/??/92)  131.989  (m)          433.03   (f) ADJ UNCH    2 0
 AX1485
 AX1485.Superseded values are not recommended for survey control.
 AX1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1485.See file dsdata.txt to determine how the superseded data were derived.
 AX1485
 AX1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT890852(NAD 83)
 AX1485_MARKER: DB = BENCH MARK DISK
 AX1485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1485_SP_SET: CULVERT
 AX1485_STAMPING: U 819 1943
 AX1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1485+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1485
 AX1485  HISTORY     - Date     Condition        Report By
 AX1485  HISTORY     - 1943     MONUMENTED       CGS
 AX1485  HISTORY     - 1987     GOOD             USPSQD
 AX1485  HISTORY     - 1988     GOOD             USPSQD
 AX1485  HISTORY     - 19970607 GOOD             USPSQD
 AX1485  HISTORY     - 20040318 GOOD             USPSQD
 AX1485  HISTORY     - 20050318 GOOD             USPSQD
 AX1485
 AX1485                          STATION DESCRIPTION
 AX1485
 AX1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1485'3.8 MI E FROM FLATONIA.
 AX1485'TO REACH FROM THE METHODIST CHURCH AT FLATONIA, PROCEED 3.8 MILES
 AX1485'EASTERLY ALONG U.S. HIGHWAY NO.90 TO A CONCRETE CULVERT AND SITE OF
 AX1485'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END
 AX1485'OF THE SOUTH HEADWALL OF A 4X5 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1485'HIGHWAY.  IT IS 46.3 FEET SOUTH OF AND ABOUT 7.0 FEET BELOW THE
 AX1485'CENTERLINE OF THE HIGHWAY.
 AX1485
 AX1485                          STATION RECOVERY (1987)
 AX1485
 AX1485'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1485'RECOVERED IN GOOD CONDITION.
 AX1485
 AX1485                          STATION RECOVERY (1988)
 AX1485
 AX1485'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1485'RECOVERED IN GOOD CONDITION.
 AX1485
 AX1485                          STATION RECOVERY (1997)
 AX1485
 AX1485'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1485'RECOVERED IN GOOD CONDITION.
 AX1485
 AX1485                          STATION RECOVERY (2004)
 AX1485
 AX1485'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1485'RECOVERED IN GOOD CONDITION.
 AX1485
 AX1485                          STATION RECOVERY (2005)
 AX1485
 AX1485'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0940 ***********************************************************************
 AY0940  DESIGNATION -  U 82
 AY0940  PID         -  AY0940
 AY0940  STATE/COUNTY-  TX/BEXAR
 AY0940  USGS QUAD   -  CASTLE HILLS (1992)
 AY0940
 AY0940                         *CURRENT SURVEY CONTROL
 AY0940  ___________________________________________________________________
 AY0940* NAD 83(1986)-  29 37 13.     (N)    098 36 26.     (W)     SCALED    
 AY0940* NAVD 88     -       328.848  (meters)    1078.90   (feet)  ADJUSTED  
 AY0940  ___________________________________________________________________
 AY0940  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AY0940  DYNAMIC HT  -         328.366 (meters)    1077.31  (feet)  COMP
 AY0940  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 AY0940
 AY0940  VERT ORDER  -  FIRST     CLASS II
 AY0940
 AY0940.The horizontal coordinates were scaled from a topographic map and have
 AY0940.an estimated accuracy of +/- 6 seconds.
 AY0940
 AY0940.The orthometric height was determined by differential leveling
 AY0940.and adjusted by the National Geodetic Survey in June 1991..
 AY0940
 AY0940.The geoid height was determined by GEOID03.
 AY0940
 AY0940.The dynamic height is computed by dividing the NAVD 88
 AY0940.geopotential number by the normal gravity value computed on the
 AY0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0940.degrees latitude (g = 980.6199 gals.).
 AY0940
 AY0940.The modeled gravity was interpolated from observed gravity values.
 AY0940
 AY0940;                    North         East    Units  Estimated Accuracy
 AY0940;SPC TXSC     - 4,198,110.      638,040.      MT  (+/- 180 meters Scaled)
 AY0940
 AY0940                          SUPERSEDED SURVEY CONTROL
 AY0940
 AY0940.No superseded survey control is available for this station.
 AY0940
 AY0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT380767(NAD 83)
 AY0940_MARKER: DB = BENCH MARK DISK
 AY0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0940_STAMPING: U 82 1931
 AY0940_MARK LOGO: CGS   
 AY0940_PROJECTION: PROJECTING 12 CENTIMETERS
 AY0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0940+STABILITY: SURFACE MOTION
 AY0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0940+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 AY0940
 AY0940  HISTORY     - Date     Condition        Report By
 AY0940  HISTORY     - 1931     MONUMENTED       CGS
 AY0940  HISTORY     - 1953     GOOD             NGS
 AY0940  HISTORY     - 1982     GOOD             NGS
 AY0940  HISTORY     - 1988     GOOD             USPSQD
 AY0940  HISTORY     - 1990     GOOD             USPSQD
 AY0940  HISTORY     - 19991117 GOOD             USPSQD
 AY0940  HISTORY     - 20041227 GOOD             CTBG
 AY0940  HISTORY     - 20060713 GOOD             LDACE
 AY0940
 AY0940                          STATION DESCRIPTION
 AY0940
 AY0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0940'14.4 MI SE FROM BOERNE.
 AY0940'14.4 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0940'STATION AT BOERNE, 1-3/4 POLES SOUTH OF MILEPOST 255, 8 1/2 RAILS
 AY0940'SOUTH OF BRIDGE 254.93, 176 FEET EAST OF THE CENTER LINE OF U.S.
 AY0940'HIGHWAY 87, 85 FEET NORTH OF THE CENTER LINE OF AN OILED ROAD LEADING
 AY0940'EAST, 38 FEET EAST OF THE EAST RAIL, 8 FEET WEST OF A FENCE, 2 FEET
 AY0940'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0940'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0940
 AY0940                          STATION RECOVERY (1982)
 AY0940
 AY0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0940'NOTE, NEW DESCRIPTION FOLLOWS, 2.6 KM (1.65 MI) SOUTHEAST ALONG
 AY0940'BUSINESS U.S. HIGHWAY 87 FROM THE JUNCTION OF STATE HIGHWAY 46 EAST IN
 AY0940'BOERNE, THENCE 17.1 KM (10.65 MI) SOUTHEAST ALONG THE EAST FRONTAGE
 AY0940'ROAD, AT OLD CAMP BULLIS ROAD LEADING EAST, 25.9 METERS (85.0 FT)
 AY0940'NORTH OF THE CENTER OF OLD CAMP BULLIS ROAD, 11.2 METERS (37.0 FT)
 AY0940'EAST NORTHEAST OF THE EAST NORTHEAST RAIL OF THE SOUTHERN PACIFIC
 AY0940'RAILROAD, 15.5 METERS (51.0 FT) NORTH OF A LARGE CORNER FENCE POST,
 AY0940'AND 2.4 METERS (8.0 FT) WEST SOUTHWEST OF A FENCE LINE.
 AY0940'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 AY0940'THE MARK IS 0.15 M BELOW RAILROAD TRACKS.
 AY0940
 AY0940                          STATION RECOVERY (1988)
 AY0940
 AY0940'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0940'RECOVERED IN GOOD CONDITION.
 AY0940
 AY0940                          STATION RECOVERY (1990)
 AY0940
 AY0940'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0940'RECOVERED IN GOOD CONDITION.
 AY0940
 AY0940                          STATION RECOVERY (1999)
 AY0940
 AY0940'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0940'RECOVERED IN GOOD CONDITION.
 AY0940
 AY0940                          STATION RECOVERY (2004)
 AY0940
 AY0940'RECOVERY NOTE BY CARTER AND BURGESS INCORPORATED 2004 (JAT)
 AY0940'GPS POSSIBLE, TREE OBSTRUCTION NORTHWEST 15 FEET, 30 FEET TALL
 AY0940
 AY0940                          STATION RECOVERY (2006)
 AY0940
 AY0940'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2006 (GKS)
 AY0940'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2207 ***********************************************************************
 AX2207  DESIGNATION -  U 821
 AX2207  PID         -  AX2207
 AX2207  STATE/COUNTY-  TX/CALDWELL
 AX2207  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2207
 AX2207                         *CURRENT SURVEY CONTROL
 AX2207  ___________________________________________________________________
 AX2207* NAD 83(1986)-  29 51 29.     (N)    097 40 04.     (W)     SCALED    
 AX2207* NAVD 88     -       161.16   (+/-2cm)     528.7    (feet)  VERTCON   
 AX2207  ___________________________________________________________________
 AX2207  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2207
 AX2207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2207
 AX2207.The horizontal coordinates were scaled from a topographic map and have
 AX2207.an estimated accuracy of +/- 6 seconds.
 AX2207
 AX2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2207.The vertical order pertains to the NGVD 29 superseded value.
 AX2207
 AX2207.The geoid height was determined by GEOID03.
 AX2207
 AX2207;                    North         East    Units  Estimated Accuracy
 AX2207;SPC TXSC     - 4,225,130.      728,710.      MT  (+/- 180 meters Scaled)
 AX2207
 AX2207                          SUPERSEDED SURVEY CONTROL
 AX2207
 AX2207  NGVD 29 (??/??/92)  161.088  (m)          528.50   (f) ADJ UNCH    2 0
 AX2207
 AX2207.Superseded values are not recommended for survey control.
 AX2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2207.See file dsdata.txt to determine how the superseded data were derived.
 AX2207
 AX2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU286038(NAD 83)
 AX2207_MARKER: DB = BENCH MARK DISK
 AX2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2207_STAMPING: U 821 1943
 AX2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2207+STABILITY: SURFACE MOTION
 AX2207
 AX2207  HISTORY     - Date     Condition        Report By
 AX2207  HISTORY     - 1943     MONUMENTED       CGS
 AX2207  HISTORY     - 1959     GOOD             DOD
 AX2207  HISTORY     - 19870707 MARK NOT FOUND   USPSQD
 AX2207  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2207  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2207  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2207  HISTORY     - 20050222 MARK NOT FOUND   USPSQD
 AX2207
 AX2207                          STATION DESCRIPTION
 AX2207
 AX2207'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2207'1.8 MI S FROM LOCKHART.
 AX2207'1.8 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 AX2207'LOCKHART, CALDWELL COUNTY, AT A T-ROAD JUNCTION, 39 FEET EAST OF THE
 AX2207'CENTERLINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF A POWER POLE WITH A GUY
 AX2207'WIRE, 40 FEET NORTH OF THE EXTENDED CENTERLINE OF THE SIDE ROAD, 3
 AX2207'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN
 AX2207'THE HIGHWAY.  NOTE-- THE MARK IS 181 FEET EAST-NORTHEAST OF THE
 AX2207'INTERSECTING CENTERLINES OF THE NORTH-AND-SOUTH HIGHWAY AND THE ROAD
 AX2207'TO THE WEST-NORTHWEST, 152 FEET EAST OF THE CENTERLINE OF THE
 AX2207'NORTH-AND-SOUTH HIGHWAY, AND 32 FEET NORTH-NORTHWEST OF THE CENTERLINE
 AX2207'OF THE EAST-NORTHEAST- AND WEST-SOUTHWEST DRAIN.
 AX2207
 AX2207                          STATION RECOVERY (1987)
 AX2207
 AX2207'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX2207'MARK NOT FOUND.
 AX2207
 AX2207                          STATION RECOVERY (1988)
 AX2207
 AX2207'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2207'MARK NOT FOUND.
 AX2207
 AX2207                          STATION RECOVERY (1993)
 AX2207
 AX2207'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2207'MARK NOT FOUND.
 AX2207
 AX2207                          STATION RECOVERY (1999)
 AX2207
 AX2207'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2207'MARK NOT FOUND.
 AX2207
 AX2207                          STATION RECOVERY (2005)
 AX2207
 AX2207'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1445 ***********************************************************************
 AX1445  DESIGNATION -  U 823
 AX1445  PID         -  AX1445
 AX1445  STATE/COUNTY-  TX/FAYETTE
 AX1445  USGS QUAD   -  TOGO (1981)
 AX1445
 AX1445                         *CURRENT SURVEY CONTROL
 AX1445  ___________________________________________________________________
 AX1445* NAD 83(1986)-  29 53 46.     (N)    097 10 39.     (W)     SCALED    
 AX1445* NAVD 88     -       121.06   (+/-2cm)     397.2    (feet)  VERTCON   
 AX1445  ___________________________________________________________________
 AX1445  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AX1445
 AX1445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1445
 AX1445.The horizontal coordinates were scaled from a topographic map and have
 AX1445.an estimated accuracy of +/- 6 seconds.
 AX1445
 AX1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1445.The vertical order pertains to the NGVD 29 superseded value.
 AX1445
 AX1445.The geoid height was determined by GEOID03.
 AX1445
 AX1445;                    North         East    Units  Estimated Accuracy
 AX1445;SPC TXSC     - 4,229,990.      776,010.      MT  (+/- 180 meters Scaled)
 AX1445
 AX1445                          SUPERSEDED SURVEY CONTROL
 AX1445
 AX1445  NGVD 29 (??/??/92)  121.008  (m)          397.01   (f) ADJ UNCH    2 0
 AX1445
 AX1445.Superseded values are not recommended for survey control.
 AX1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1445.See file dsdata.txt to determine how the superseded data were derived.
 AX1445
 AX1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU759086(NAD 83)
 AX1445_MARKER: DB = BENCH MARK DISK
 AX1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1445_STAMPING: U 823 1943
 AX1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1445+STABILITY: SURFACE MOTION
 AX1445
 AX1445  HISTORY     - Date     Condition        Report By
 AX1445  HISTORY     - 1943     MONUMENTED       CGS
 AX1445
 AX1445                          STATION DESCRIPTION
 AX1445
 AX1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1445'7 MI NE FROM CISTERN.
 AX1445'5.0 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION AT
 AX1445'CISTERN, FAYETTE COUNTY, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 AX1445'ROAD.  AT THE FOOT OF A LOW GRADE, ABOUT 350 FEET EAST OF A SMALL
 AX1445'BRIDGE, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF
 AX1445'THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AX1445'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED U 823 1943 AND SET
 AX1445'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1456 ***********************************************************************
 AX1456  DESIGNATION -  U 824
 AX1456  PID         -  AX1456
 AX1456  STATE/COUNTY-  TX/FAYETTE
 AX1456  USGS QUAD   -  MULDOON (1981)
 AX1456
 AX1456                         *CURRENT SURVEY CONTROL
 AX1456  ___________________________________________________________________
 AX1456* NAD 83(1986)-  29 49 41.     (N)    097 05 14.     (W)     SCALED    
 AX1456* NAVD 88     -       106.46   (+/-2cm)     349.3    (feet)  VERTCON   
 AX1456  ___________________________________________________________________
 AX1456  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AX1456
 AX1456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1456
 AX1456.The horizontal coordinates were scaled from a topographic map and have
 AX1456.an estimated accuracy of +/- 6 seconds.
 AX1456
 AX1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1456.The vertical order pertains to the NGVD 29 superseded value.
 AX1456
 AX1456.The geoid height was determined by GEOID03.
 AX1456
 AX1456;                    North         East    Units  Estimated Accuracy
 AX1456;SPC TXSC     - 4,222,580.      784,850.      MT  (+/- 180 meters Scaled)
 AX1456
 AX1456                          SUPERSEDED SURVEY CONTROL
 AX1456
 AX1456  NGVD 29 (??/??/92)  106.414  (m)          349.13   (f) ADJ UNCH    2 0
 AX1456
 AX1456.Superseded values are not recommended for survey control.
 AX1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1456.See file dsdata.txt to determine how the superseded data were derived.
 AX1456
 AX1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU848012(NAD 83)
 AX1456_MARKER: DB = BENCH MARK DISK
 AX1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1456_STAMPING: U 824 1943
 AX1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1456+STABILITY: SURFACE MOTION
 AX1456
 AX1456  HISTORY     - Date     Condition        Report By
 AX1456  HISTORY     - 1943     MONUMENTED       CGS
 AX1456  HISTORY     - 19970607 GOOD             USPSQD
 AX1456
 AX1456                          STATION DESCRIPTION
 AX1456
 AX1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1456'1.5 MI NW FROM MULDOON.
 AX1456'1.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE GRADE SCHOOL AT
 AX1456'MULDOON, FAYETTE COUNTY, AT AN OLD CEMETERY, 33 FEET NORTH OF THE
 AX1456'CENTERLINE OF THE ROAD, 15 FEET EAST OF THE CENTER OF THE ENTRANCE
 AX1456'GATE TO THE CEMETERY, 1 FOOT SOUTH OF THE FENCE, 3 FEET WEST OF A
 AX1456'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AX1456'STAMPED U 824 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1456'0.5 FOOT ABOVE GROUND.
 AX1456
 AX1456                          STATION RECOVERY (1997)
 AX1456
 AX1456'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1362 ***********************************************************************
 AX1362  DESIGNATION -  U 825
 AX1362  PID         -  AX1362
 AX1362  STATE/COUNTY-  TX/FAYETTE
 AX1362  USGS QUAD   -  FLATONIA NW (1981)
 AX1362
 AX1362                         *CURRENT SURVEY CONTROL
 AX1362  ___________________________________________________________________
 AX1362* NAD 83(1986)-  29 40 54.     (N)    097 09 57.     (W)     SCALED    
 AX1362* NAVD 88     -       108.33   (+/-2cm)     355.4    (feet)  VERTCON   
 AX1362  ___________________________________________________________________
 AX1362  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AX1362
 AX1362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1362
 AX1362.The horizontal coordinates were scaled from a topographic map and have
 AX1362.an estimated accuracy of +/- 6 seconds.
 AX1362
 AX1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1362.The vertical order pertains to the NGVD 29 superseded value.
 AX1362
 AX1362.The geoid height was determined by GEOID03.
 AX1362
 AX1362;                    North         East    Units  Estimated Accuracy
 AX1362;SPC TXSC     - 4,206,240.      777,510.      MT  (+/- 180 meters Scaled)
 AX1362
 AX1362                          SUPERSEDED SURVEY CONTROL
 AX1362
 AX1362  NGVD 29 (??/??/92)  108.286  (m)          355.27   (f) ADJ UNCH    2 0
 AX1362
 AX1362.Superseded values are not recommended for survey control.
 AX1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1362.See file dsdata.txt to determine how the superseded data were derived.
 AX1362
 AX1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT774849(NAD 83)
 AX1362_MARKER: DB = BENCH MARK DISK
 AX1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1362_STAMPING: U 825 1943
 AX1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1362+STABILITY: SURFACE MOTION
 AX1362
 AX1362  HISTORY     - Date     Condition        Report By
 AX1362  HISTORY     - 1943     MONUMENTED       CGS
 AX1362  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1362  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1362  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1362
 AX1362                          STATION DESCRIPTION
 AX1362
 AX1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1362'3 MI W FROM FLATONIA.
 AX1362'3.0 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC CO.
 AX1362'RAILROAD STATION AT FLATONIA, FAYETTE COUNTY, 0.1 MILE WEST OF
 AX1362'RAILROAD MILEPOST 122, 59 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AX1362'1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN
 AX1362'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY. A STANDARD
 AX1362'DISK, STAMPED U 825 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX1362'PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1362
 AX1362                          STATION RECOVERY (1987)
 AX1362
 AX1362'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1362'MARK NOT FOUND.
 AX1362
 AX1362                          STATION RECOVERY (1988)
 AX1362
 AX1362'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1362'MARK NOT FOUND.
 AX1362
 AX1362                          STATION RECOVERY (2005)
 AX1362
 AX1362'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1813 ***********************************************************************
 AX1813  DESIGNATION -  U 826
 AX1813  PID         -  AX1813
 AX1813  STATE/COUNTY-  TX/LAVACA
 AX1813  USGS QUAD   -  SHINER (1987)
 AX1813
 AX1813                         *CURRENT SURVEY CONTROL
 AX1813  ___________________________________________________________________
 AX1813* NAD 83(1986)-  29 26 47.     (N)    097 12 13.     (W)     SCALED    
 AX1813* NAVD 88     -       131.29   (+/-2cm)     430.7    (feet)  VERTCON   
 AX1813  ___________________________________________________________________
 AX1813  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX1813
 AX1813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1813
 AX1813.The horizontal coordinates were scaled from a topographic map and have
 AX1813.an estimated accuracy of +/- 6 seconds.
 AX1813
 AX1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1813.The vertical order pertains to the NGVD 29 superseded value.
 AX1813
 AX1813.The geoid height was determined by GEOID03.
 AX1813
 AX1813;                    North         East    Units  Estimated Accuracy
 AX1813;SPC TXSC     - 4,180,110.      774,250.      MT  (+/- 180 meters Scaled)
 AX1813
 AX1813                          SUPERSEDED SURVEY CONTROL
 AX1813
 AX1813  NGVD 29 (??/??/92)  131.264  (m)          430.66   (f) ADJ UNCH    2 0
 AX1813
 AX1813.Superseded values are not recommended for survey control.
 AX1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1813.See file dsdata.txt to determine how the superseded data were derived.
 AX1813
 AX1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT742587(NAD 83)
 AX1813_MARKER: DB = BENCH MARK DISK
 AX1813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1813_SP_SET: CULVERT
 AX1813_STAMPING: U 826 1943
 AX1813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1813
 AX1813  HISTORY     - Date     Condition        Report By
 AX1813  HISTORY     - 1943     MONUMENTED       CGS
 AX1813  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1813
 AX1813                          STATION DESCRIPTION
 AX1813
 AX1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1813'2.2 MI W FROM SHINER.
 AX1813'TO REACH FROM THE CITY HALL AT SHINER, PROCEED WESTERLY ON STATE
 AX1813'HIGHWAY NUMBER 200 AND GO 2.2 MILES TO A CONCRETE CULVERT AND SITE OF
 AX1813'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE WEST END OF
 AX1813'THE NORTH HEADWALL OF THE CULVERT, IT IS 24 FEET NORTH OF AND ABOUT
 AX1813'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1813
 AX1813                          STATION RECOVERY (1997)
 AX1813
 AX1813'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1522 ***********************************************************************
 AX1522  DESIGNATION -  U 827
 AX1522  PID         -  AX1522
 AX1522  STATE/COUNTY-  TX/GONZALES
 AX1522  USGS QUAD   -  DILWORTH (1981)
 AX1522
 AX1522                         *CURRENT SURVEY CONTROL
 AX1522  ___________________________________________________________________
 AX1522* NAD 83(1986)-  29 33 02.     (N)    097 18 19.     (W)     SCALED    
 AX1522* NAVD 88     -        78.92   (+/-2cm)     258.9    (feet)  VERTCON   
 AX1522  ___________________________________________________________________
 AX1522  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AX1522
 AX1522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1522
 AX1522.The horizontal coordinates were scaled from a topographic map and have
 AX1522.an estimated accuracy of +/- 6 seconds.
 AX1522
 AX1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1522.The vertical order pertains to the NGVD 29 superseded value.
 AX1522
 AX1522.The geoid height was determined by GEOID03.
 AX1522
 AX1522;                    North         East    Units  Estimated Accuracy
 AX1522;SPC TXSC     - 4,191,500.      764,220.      MT  (+/- 180 meters Scaled)
 AX1522
 AX1522                          SUPERSEDED SURVEY CONTROL
 AX1522
 AX1522  NGVD 29 (??/??/92)   78.896  (m)          258.84   (f) ADJ UNCH    2 0
 AX1522
 AX1522.Superseded values are not recommended for survey control.
 AX1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1522.See file dsdata.txt to determine how the superseded data were derived.
 AX1522
 AX1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT641701(NAD 83)
 AX1522_MARKER: DB = BENCH MARK DISK
 AX1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1522_STAMPING: U 827 1943
 AX1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1522+STABILITY: SURFACE MOTION
 AX1522
 AX1522  HISTORY     - Date     Condition        Report By
 AX1522  HISTORY     - 1943     MONUMENTED       CGS
 AX1522
 AX1522                          STATION DESCRIPTION
 AX1522
 AX1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1522'11.7 MI S FROM WAELDER.
 AX1522'11.7 MILES SOUTHWEST OF WAELDER, GONZALES COUNTY.  THIS BENCH MARK MAY
 AX1522'BE REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 6.8
 AX1522'MILES SOUTH ALONG STATE HIGHWAY 3, TURN LEFT AND GO 4.8 MILES
 AX1522'SOUTHEAST ALONG A GRADED DIRT ROAD TO THE INTERSECTION OF THE
 AX1522'MOULTON-GONZALES ROAD, AND TURN LEFT AND 0.1 MILE EAST.  IT IS 27 FEET
 AX1522'SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF THE RIGHT-OF-WAY
 AX1522'FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AX1522'ROAD.  A STANDARD DISK, STAMPED U 827 1943 AND SET IN THE TOP OF A
 AX1522'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0239 ***********************************************************************
 AY0239  DESIGNATION -  U 828
 AY0239  PID         -  AY0239
 AY0239  STATE/COUNTY-  TX/WILSON
 AY0239  USGS QUAD   -  POTH (1961)
 AY0239
 AY0239                         *CURRENT SURVEY CONTROL
 AY0239  ___________________________________________________________________
 AY0239* NAD 83(1986)-  29 06 32.     (N)    098 07 02.     (W)     SCALED    
 AY0239* NAVD 88     -       133.373  (meters)     437.57   (feet)  ADJUSTED  
 AY0239  ___________________________________________________________________
 AY0239  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AY0239  DYNAMIC HT  -         133.183 (meters)     436.95  (feet)  COMP
 AY0239  MODELED GRAV-     979,221.5   (mgal)                       NAVD 88
 AY0239
 AY0239  VERT ORDER  -  FIRST     CLASS II
 AY0239
 AY0239.The horizontal coordinates were scaled from a topographic map and have
 AY0239.an estimated accuracy of +/- 6 seconds.
 AY0239
 AY0239.The orthometric height was determined by differential leveling
 AY0239.and adjusted by the National Geodetic Survey in June 1991..
 AY0239
 AY0239.The geoid height was determined by GEOID03.
 AY0239
 AY0239.The dynamic height is computed by dividing the NAVD 88
 AY0239.geopotential number by the normal gravity value computed on the
 AY0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0239.degrees latitude (g = 980.6199 gals.).
 AY0239
 AY0239.The modeled gravity was interpolated from observed gravity values.
 AY0239
 AY0239;                    North         East    Units  Estimated Accuracy
 AY0239;SPC TXSC     - 4,141,690.      685,920.      MT  (+/- 180 meters Scaled)
 AY0239
 AY0239                          SUPERSEDED SURVEY CONTROL
 AY0239
 AY0239.No superseded survey control is available for this station.
 AY0239
 AY0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT858203(NAD 83)
 AY0239_MARKER: DB = BENCH MARK DISK
 AY0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0239_STAMPING: U 828 1943
 AY0239_PROJECTION: PROJECTING 15 CENTIMETERS
 AY0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0239+STABILITY: SURFACE MOTION
 AY0239
 AY0239  HISTORY     - Date     Condition        Report By
 AY0239  HISTORY     - 1943     MONUMENTED       CGS
 AY0239  HISTORY     - 1981     GOOD             NGS
 AY0239
 AY0239                          STATION DESCRIPTION
 AY0239
 AY0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0239'3.4 MI SE FROM FLORESVILLE.
 AY0239'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0239'STATION AT FLORESVILLE-- PROCEED 3.4 MILES SOUTHEASTERLY ALONG THE
 AY0239'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS 47.0 FEET NORTHEAST OF
 AY0239'AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF TRACK, AND 26.3 FEET EAST
 AY0239'OF THE SECOND POLE SOUTHEAST OF MILEPOST 33.  IT IS 2.6 FEET SOUTHEAST
 AY0239'OF A FENCE CORNER, 1.0 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND
 AY0239'3.7 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AY0239'0.5 FOOT.  NOTE-- BENCH MARK IS ALSO 3.5 MILES NORTHWEST OF POTH.
 AY0239
 AY0239                          STATION RECOVERY (1981)
 AY0239
 AY0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0239'3.4 KM (2.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY0239'COURTHOUSE IN FLORESVILLE, THENCE 1.4 KM (0.9 MI) SOUTHEAST ALONG U.S.
 AY0239'HIGHWAY 181, THENCE 0.2 KM (0.15 MI) SOUTHWEST ACROSS A FARM PASTURE,
 AY0239'14.0 METERS (46.0 FT) NORTHEAST OF THE EAST RAIL OF THE SOUTHERN
 AY0239'PACIFIC RAILROAD, 8.2 METERS (27.0 FT) EAST OF THE SECOND POLE
 AY0239'SOUTHEAST OF MILEPOLE 33, 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE.
 AY0239'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0476 ***********************************************************************
 AY0476  DESIGNATION -  U 829
 AY0476  PID         -  AY0476
 AY0476  STATE/COUNTY-  TX/WILSON
 AY0476  USGS QUAD   -  POTH (1961)
 AY0476
 AY0476                         *CURRENT SURVEY CONTROL
 AY0476  ___________________________________________________________________
 AY0476* NAD 83(1986)-  29 02 53.     (N)    098 01 07.     (W)     SCALED    
 AY0476* NAVD 88     -       119.28   (+/-2cm)     391.3    (feet)  VERTCON   
 AY0476  ___________________________________________________________________
 AY0476  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AY0476
 AY0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0476
 AY0476.The horizontal coordinates were scaled from a topographic map and have
 AY0476.an estimated accuracy of +/- 6 seconds.
 AY0476
 AY0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0476.The vertical order pertains to the NGVD 29 superseded value.
 AY0476
 AY0476.The geoid height was determined by GEOID03.
 AY0476
 AY0476;                    North         East    Units  Estimated Accuracy
 AY0476;SPC TXSC     - 4,135,030.      695,570.      MT  (+/- 180 meters Scaled)
 AY0476
 AY0476                          SUPERSEDED SURVEY CONTROL
 AY0476
 AY0476  NGVD 29 (??/??/92)  119.215  (m)          391.12   (f) ADJ UNCH    2 0
 AY0476
 AY0476.Superseded values are not recommended for survey control.
 AY0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0476.See file dsdata.txt to determine how the superseded data were derived.
 AY0476
 AY0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT955137(NAD 83)
 AY0476_MARKER: DB = BENCH MARK DISK
 AY0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0476_STAMPING: U 829 1943
 AY0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0476+STABILITY: SURFACE MOTION
 AY0476
 AY0476  HISTORY     - Date     Condition        Report By
 AY0476  HISTORY     - 1943     MONUMENTED       CGS
 AY0476  HISTORY     - 19951028 GOOD             USPSQD
 AY0476
 AY0476                          STATION DESCRIPTION
 AY0476
 AY0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0476'6.9 MI SW FROM KOSCIUSKO.
 AY0476'TO REACH FROM THE SCHOOL HOUSE AT KOSCIUSKO-- PROCEED 5.15 MILES
 AY0476'SOUTHWESTERLY ALONG A GRAVEL ROAD TO A T-ROAD INTERSECTION, THENCE
 AY0476'1.15 MILES SOUTHEASTERLY TO A SIDE ROAD INTERSECTION LEADING
 AY0476'SOUTHWEST, THENCE 0.6 MILE SOUTHWESTERLY TO SITE OF BENCH MARK. BENCH
 AY0476'MARK IS ABOUT 0.2 MILE SOUTHWEST OF A FARM ROAD INTERSECTION LEADING
 AY0476'NORTHWEST, AND 27.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AY0476'THE CENTERLINE OF ROAD.  IT IS 2.3 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AY0476'FENCE, AND 3.0 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST.
 AY0476'MONUMENT PROJECTS 0.4 FOOT.
 AY0476
 AY0476                          STATION RECOVERY (1995)
 AY0476
 AY0476'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0078 ***********************************************************************
 CA0078  DESIGNATION -  U 83
 CA0078  PID         -  CA0078
 CA0078  STATE/COUNTY-  TX/LAMPASAS
 CA0078  USGS QUAD   -  KEMPNER (1954)
 CA0078
 CA0078                         *CURRENT SURVEY CONTROL
 CA0078  ___________________________________________________________________
 CA0078* NAD 83(1986)-  31 04 21.     (N)    098 06 12.     (W)     SCALED    
 CA0078* NAVD 88     -       305.291  (meters)    1001.61   (feet)  ADJUSTED  
 CA0078  ___________________________________________________________________
 CA0078  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CA0078  DYNAMIC HT  -         304.885 (meters)    1000.28  (feet)  COMP
 CA0078  MODELED GRAV-     979,302.0   (mgal)                       NAVD 88
 CA0078
 CA0078  VERT ORDER  -  FIRST     CLASS II
 CA0078
 CA0078.The horizontal coordinates were scaled from a topographic map and have
 CA0078.an estimated accuracy of +/- 6 seconds.
 CA0078
 CA0078.The orthometric height was determined by differential leveling
 CA0078.and adjusted by the National Geodetic Survey in June 1991..
 CA0078
 CA0078.The geoid height was determined by GEOID03.
 CA0078
 CA0078.The dynamic height is computed by dividing the NAVD 88
 CA0078.geopotential number by the normal gravity value computed on the
 CA0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0078.degrees latitude (g = 980.6199 gals.).
 CA0078
 CA0078.The modeled gravity was interpolated from observed gravity values.
 CA0078
 CA0078;                    North         East    Units  Estimated Accuracy
 CA0078;SPC TX C     - 3,157,980.      912,770.      MT  (+/- 180 meters Scaled)
 CA0078
 CA0078                          SUPERSEDED SURVEY CONTROL
 CA0078
 CA0078  NGVD 29 (??/??/92)  305.197  (m)         1001.30   (f) ADJ UNCH    1 2
 CA0078
 CA0078.Superseded values are not recommended for survey control.
 CA0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0078.See file dsdata.txt to determine how the superseded data were derived.
 CA0078
 CA0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV855379(NAD 83)
 CA0078_MARKER: DB = BENCH MARK DISK
 CA0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0078_STAMPING: 1001.389 U 83 1932
 CA0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0078+STABILITY: SURFACE MOTION
 CA0078
 CA0078  HISTORY     - Date     Condition        Report By
 CA0078  HISTORY     - 1932     MONUMENTED       CGS
 CA0078  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0078
 CA0078                          STATION DESCRIPTION
 CA0078
 CA0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CA0078'5.2 MI E FROM LAMPASAS.
 CA0078'5.2 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0078'STATION AT LAMPASAS, LAMPASAS COUNTY, 9 POLES EAST OF BLOCK SIGNAL
 CA0078'2702, 4 POLES EAST OF MILEPOST 270, 50 FEET NORTH OF THE TRACK, 2 FEET
 CA0078'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 CA0078'CONCRETE POST.
 CA0078
 CA0078                          STATION RECOVERY (1983)
 CA0078
 CA0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1564 ***********************************************************************
 AX1564  DESIGNATION -  U 830
 AX1564  PID         -  AX1564
 AX1564  STATE/COUNTY-  TX/CALDWELL
 AX1564  USGS QUAD   -  DELHI (1981)
 AX1564
 AX1564                         *CURRENT SURVEY CONTROL
 AX1564  ___________________________________________________________________
 AX1564* NAD 83(1986)-  29 47 18.     (N)    097 24 29.     (W)     SCALED    
 AX1564* NAVD 88     -       154.68   (+/-2cm)     507.5    (feet)  VERTCON   
 AX1564  ___________________________________________________________________
 AX1564  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AX1564
 AX1564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1564
 AX1564.The horizontal coordinates were scaled from a topographic map and have
 AX1564.an estimated accuracy of +/- 6 seconds.
 AX1564
 AX1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1564.The vertical order pertains to the NGVD 29 superseded value.
 AX1564
 AX1564.The geoid height was determined by GEOID03.
 AX1564
 AX1564;                    North         East    Units  Estimated Accuracy
 AX1564;SPC TXSC     - 4,217,720.      753,910.      MT  (+/- 180 meters Scaled)
 AX1564
 AX1564                          SUPERSEDED SURVEY CONTROL
 AX1564
 AX1564  NGVD 29 (??/??/92)  154.62   (m)          507.3    (f) COMPUTED    2 0
 AX1564
 AX1564.Superseded values are not recommended for survey control.
 AX1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1564.See file dsdata.txt to determine how the superseded data were derived.
 AX1564
 AX1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT538963(NAD 83)
 AX1564_MARKER: DB = BENCH MARK DISK
 AX1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1564_STAMPING: U 830 1943
 AX1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1564+STABILITY: SURFACE MOTION
 AX1564
 AX1564  HISTORY     - Date     Condition        Report By
 AX1564  HISTORY     - 1943     MONUMENTED       CGS
 AX1564  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1564  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1564
 AX1564                          STATION DESCRIPTION
 AX1564
 AX1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1564'3.1 MI S FROM DELHI.
 AX1564'3.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ROAD INTERSECTION AT
 AX1564'DELHI, CALDWELL COUNTY, ACROSS THE ROAD FROM A DIVISION FENCE RUNNING
 AX1564'WEST, 23 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE
 AX1564'RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AX1564'ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED U 830
 AX1564'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1564'GROUND.
 AX1564
 AX1564                          STATION RECOVERY (1964)
 AX1564
 AX1564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1564'MARK NOT FOUND.
 AX1564
 AX1564                          STATION RECOVERY (1999)
 AX1564
 AX1564'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1877 ***********************************************************************
 AX1877  DESIGNATION -  U 831
 AX1877  PID         -  AX1877
 AX1877  STATE/COUNTY-  TX/WILSON
 AX1877  USGS QUAD   -  KOSCIUSKO (1987)
 AX1877
 AX1877                         *CURRENT SURVEY CONTROL
 AX1877  ___________________________________________________________________
 AX1877* NAD 83(1986)-  29 06 57.     (N)    097 57 16.     (W)     SCALED    
 AX1877* NAVD 88     -       114.38   (+/-2cm)     375.3    (feet)  VERTCON   
 AX1877  ___________________________________________________________________
 AX1877  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AX1877
 AX1877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1877
 AX1877.The horizontal coordinates were scaled from a topographic map and have
 AX1877.an estimated accuracy of +/- 6 seconds.
 AX1877
 AX1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1877.The vertical order pertains to the NGVD 29 superseded value.
 AX1877
 AX1877.The geoid height was determined by GEOID03.
 AX1877
 AX1877;                    North         East    Units  Estimated Accuracy
 AX1877;SPC TXSC     - 4,142,590.      701,750.      MT  (+/- 180 meters Scaled)
 AX1877
 AX1877                          SUPERSEDED SURVEY CONTROL
 AX1877
 AX1877  NGVD 29 (??/??/92)  114.324  (m)          375.08   (f) ADJ UNCH    2 0
 AX1877
 AX1877.Superseded values are not recommended for survey control.
 AX1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1877.See file dsdata.txt to determine how the superseded data were derived.
 AX1877
 AX1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT017212(NAD 83)
 AX1877_MARKER: DB = BENCH MARK DISK
 AX1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1877_STAMPING: U 831 1943
 AX1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1877+STABILITY: SURFACE MOTION
 AX1877
 AX1877  HISTORY     - Date     Condition        Report By
 AX1877  HISTORY     - 1943     MONUMENTED       CGS
 AX1877  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AX1877
 AX1877                          STATION DESCRIPTION
 AX1877
 AX1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1877'0.9 MI N FROM KOSCIUSKO.
 AX1877'TO REACH FROM THE SCHOOL HOUSE AT KOSCIUSKO-- PROCEED 0.9 MILE
 AX1877'NORTHERLY ALONG A DIRT ROAD TO A CROSS ROAD INTERSECTION AND TO SITE
 AX1877'OF BENCH MARK.  BENCH MARK IS ABOUT 225.0 FEET NORTH OF THE CENTERLINE
 AX1877'OF A WOODEN GATE AND A FARM ROAD INTERSECTION LEADING WEST TO A YELLOW
 AX1877'FRAME HOUSE, AND 26.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1877'CENTERLINE OF ROAD.  IT IS 6.0 FEET WEST OF A FENCE CORNER, 1.0 FOOT
 AX1877'SOUTH OF A FENCE, AND 3.4 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.
 AX1877'MONUMENT PROJECTS 0.4 FOOT.
 AX1877
 AX1877                          STATION RECOVERY (1995)
 AX1877
 AX1877'RECOVERY NOTE BY US POWER SQUADRON 1995
 AX1877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1584 ***********************************************************************
 AN1584  DESIGNATION -  U 832
 AN1584  PID         -  AN1584
 AN1584  STATE/COUNTY-  TX/KARNES
 AN1584  USGS QUAD   -  KARNES CITY (1987)
 AN1584
 AN1584                         *CURRENT SURVEY CONTROL
 AN1584  ___________________________________________________________________
 AN1584* NAD 83(1986)-  28 53 09.     (N)    097 54 29.     (W)     SCALED    
 AN1584* NAVD 88     -       116.105  (meters)     380.92   (feet)  ADJUSTED  
 AN1584  ___________________________________________________________________
 AN1584  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AN1584  DYNAMIC HT  -         115.936 (meters)     380.37  (feet)  COMP
 AN1584  MODELED GRAV-     979,186.3   (mgal)                       NAVD 88
 AN1584
 AN1584  VERT ORDER  -  FIRST     CLASS I
 AN1584
 AN1584.The horizontal coordinates were scaled from a topographic map and have
 AN1584.an estimated accuracy of +/- 6 seconds.
 AN1584
 AN1584.The orthometric height was determined by differential leveling
 AN1584.and adjusted by the National Geodetic Survey in June 1991..
 AN1584
 AN1584.The geoid height was determined by GEOID03.
 AN1584
 AN1584.The dynamic height is computed by dividing the NAVD 88
 AN1584.geopotential number by the normal gravity value computed on the
 AN1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1584.degrees latitude (g = 980.6199 gals.).
 AN1584
 AN1584.The modeled gravity was interpolated from observed gravity values.
 AN1584
 AN1584;                    North         East    Units  Estimated Accuracy
 AN1584;SPC TXSC     - 4,117,140.      706,500.      MT  (+/- 180 meters Scaled)
 AN1584
 AN1584                          SUPERSEDED SURVEY CONTROL
 AN1584
 AN1584.No superseded survey control is available for this station.
 AN1584
 AN1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS064958(NAD 83)
 AN1584_MARKER: DB = BENCH MARK DISK
 AN1584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1584_SP_SET: ABUTMENT
 AN1584_STAMPING: U 832 1943
 AN1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1584
 AN1584  HISTORY     - Date     Condition        Report By
 AN1584  HISTORY     - 1943     MONUMENTED       CGS
 AN1584  HISTORY     - 1972     GOOD             NGS
 AN1584  HISTORY     - 1981     GOOD             NGS
 AN1584
 AN1584                          STATION DESCRIPTION
 AN1584
 AN1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1584'0.5 MI NW FROM KARNES CITY.
 AN1584'ABOUT 0.5 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN1584'CROSSING OF FARM-TO-MARKET ROAD 99 AT KARNES CITY, SET IN THE TOP OF
 AN1584'THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE RAILROAD
 AN1584'OVERPASS FOR U.S. HIGHWAY 181, 5 1/2 FEET NORTHEAST OF THE NORTHEAST
 AN1584'RAIL OF THE TRACK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 AN1584
 AN1584                          STATION RECOVERY (1981)
 AN1584
 AN1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1584'0.7 KM (0.45 MI) WEST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1584'COURTHOUSE IN KARNES CITY, IN TOP OF THE NORTHEAST END OF THE
 AN1584'SOUTHEAST CONCRETE ABUTMENT OF THE SOUTHERN PACIFIC RAILROAD BRIDGE
 AN1584'OVER THE HIGHWAY, 4.5 METERS (15.0 FT) EAST OF THE CENTERLINE OF THE
 AN1584'HIGHWAY, 1.8 METERS (6.0 FT) NORTHEAST OF THE NORTHEAST RAIL.
 AN1584'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2394 ***********************************************************************
 AX2394  DESIGNATION -  U 833
 AX2394  PID         -  AX2394
 AX2394  STATE/COUNTY-  TX/GUADALUPE
 AX2394  USGS QUAD   -  SEGUIN (1994)
 AX2394
 AX2394                         *CURRENT SURVEY CONTROL
 AX2394  ___________________________________________________________________
 AX2394* NAD 83(1986)-  29 34 11.     (N)    097 53 19.     (W)     SCALED    
 AX2394* NAVD 88     -       158.66   (+/-2cm)     520.5    (feet)  VERTCON   
 AX2394  ___________________________________________________________________
 AX2394  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2394
 AX2394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2394
 AX2394.The horizontal coordinates were scaled from a topographic map and have
 AX2394.an estimated accuracy of +/- 6 seconds.
 AX2394
 AX2394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2394.The vertical order pertains to the NGVD 29 superseded value.
 AX2394
 AX2394.The geoid height was determined by GEOID03.
 AX2394
 AX2394;                    North         East    Units  Estimated Accuracy
 AX2394;SPC TXSC     - 4,192,950.      707,680.      MT  (+/- 180 meters Scaled)
 AX2394
 AX2394                          SUPERSEDED SURVEY CONTROL
 AX2394
 AX2394  NGVD 29 (??/??/92)  158.586  (m)          520.29   (f) ADJ UNCH    2 0
 AX2394
 AX2394.Superseded values are not recommended for survey control.
 AX2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2394.See file dsdata.txt to determine how the superseded data were derived.
 AX2394
 AX2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT076716(NAD 83)
 AX2394_MARKER: DB = BENCH MARK DISK
 AX2394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2394_SP_SET: CULVERT
 AX2394_STAMPING: U 833 1943
 AX2394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2394
 AX2394  HISTORY     - Date     Condition        Report By
 AX2394  HISTORY     - 1943     MONUMENTED       CGS
 AX2394  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2394  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2394  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2394
 AX2394                          STATION DESCRIPTION
 AX2394
 AX2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2394'4.85 MI E FROM SEGUIN.
 AX2394'TO REACH FROM THE COURT HOUSE AT SEGUIN-- PROCEED 4.85 MILES EASTERLY
 AX2394'ALONG STATE HIGHWAY NO. 3 TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AX2394'HORIZONTALLY IN THE SOUTH END OF THE WEST HEADWALL OF A STONE CULVERT
 AX2394'ABOUT MIDWAY BETWEEN THE NORTH AND SOUTH END OF AN S-CURVE.  IT IS
 AX2394'ABOUT 97.0 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD INTERSECTION
 AX2394'LEADING SOUTH, AND 21.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 AX2394'THE CENTERLINE OF HIGHWAY.
 AX2394
 AX2394                          STATION RECOVERY (1993)
 AX2394
 AX2394'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2394'MARK NOT FOUND.
 AX2394
 AX2394                          STATION RECOVERY (1999)
 AX2394
 AX2394'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2394'MARK NOT FOUND.
 AX2394
 AX2394                          STATION RECOVERY (2003)
 AX2394
 AX2394'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2395 ***********************************************************************
 AX2395  DESIGNATION -  U 833 RESET 1952
 AX2395  PID         -  AX2395
 AX2395  STATE/COUNTY-  TX/GUADALUPE
 AX2395  USGS QUAD   -  SEGUIN (1994)
 AX2395
 AX2395                         *CURRENT SURVEY CONTROL
 AX2395  ___________________________________________________________________
 AX2395* NAD 83(1986)-  29 34 11.     (N)    097 53 19.     (W)     SCALED    
 AX2395* NAVD 88     -       158.46   (+/-2cm)     519.9    (feet)  VERTCON   
 AX2395  ___________________________________________________________________
 AX2395  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2395
 AX2395  VERT ORDER  -  THIRD (See Below)
 AX2395
 AX2395.The horizontal coordinates were scaled from a topographic map and have
 AX2395.an estimated accuracy of +/- 6 seconds.
 AX2395
 AX2395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2395.The vertical order pertains to the NGVD 29 superseded value.
 AX2395
 AX2395.The geoid height was determined by GEOID03.
 AX2395
 AX2395;                    North         East    Units  Estimated Accuracy
 AX2395;SPC TXSC     - 4,192,950.      707,680.      MT  (+/- 180 meters Scaled)
 AX2395
 AX2395                          SUPERSEDED SURVEY CONTROL
 AX2395
 AX2395  NGVD 29 (??/??/??)  158.40   (m)          519.7    (f) RESET       3  
 AX2395
 AX2395.Superseded values are not recommended for survey control.
 AX2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2395.See file dsdata.txt to determine how the superseded data were derived.
 AX2395
 AX2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT076716(NAD 83)
 AX2395_MARKER: DB = BENCH MARK DISK
 AX2395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2395_SP_SET: CULVERT
 AX2395_STAMPING: U 833 RESET 1952
 AX2395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2395
 AX2395  HISTORY     - Date     Condition        Report By
 AX2395  HISTORY     - 1952     MONUMENTED       CGS
 AX2395  HISTORY     - 1958     GOOD             DOD
 AX2395  HISTORY     - 19930808 GOOD             USPSQD
 AX2395  HISTORY     - 19990925 GOOD             USPSQD
 AX2395  HISTORY     - 20030517 GOOD             USPSQD
 AX2395
 AX2395                          STATION DESCRIPTION
 AX2395
 AX2395'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2395'4.85 MI E FROM SEGUIN.
 AX2395'3.9 MI. E. ALONG STATE HIGHWAY 90 A FROM THE JUNCTION OF
 AX2395'FARM-TO-MARKET HIGHWAY 90 A AT THE E. LIMITS OF SEGUIN, GUADALUPE
 AX2395'COUNTY, AT A 4 BY 2 FOOT CONCRETE CULVERT AT SURVEY STATION 208+76, IN
 AX2395'THE S. HEADWALL AND 22 FEET S.W. OF THE CENTERLINE OF THE NW-SE
 AX2395'HIGHWAY AND THE SAME ELEVATION, 41 FEET S.S.E. OF THE INTERSECTING
 AX2395'CENTERLINES OF THE NW-SE HIGHWAY AND FARM ROAD TO N.E. AND THE SAME
 AX2395'ELEVATION, AND 122 FEET N.N.W. OF THE INTERSECTING CENTERLINES OF
 AX2395'ROADS TO S. AND S.E. AND 0.5 FEET LOWER.
 AX2395
 AX2395                          STATION RECOVERY (1993)
 AX2395
 AX2395'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2395'RECOVERED IN GOOD CONDITION.
 AX2395
 AX2395                          STATION RECOVERY (1999)
 AX2395
 AX2395'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2395'RECOVERED IN GOOD CONDITION.
 AX2395
 AX2395                          STATION RECOVERY (2003)
 AX2395
 AX2395'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2115 ***********************************************************************
 AX2115  DESIGNATION -  U 834
 AX2115  PID         -  AX2115
 AX2115  STATE/COUNTY-  TX/GONZALES
 AX2115  USGS QUAD   -  COST (1987)
 AX2115
 AX2115                         *CURRENT SURVEY CONTROL
 AX2115  ___________________________________________________________________
 AX2115* NAD 83(1986)-  29 29 57.     (N)    097 33 40.     (W)     SCALED    
 AX2115* NAVD 88     -        99.81   (+/-2cm)     327.5    (feet)  VERTCON   
 AX2115  ___________________________________________________________________
 AX2115  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AX2115
 AX2115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2115
 AX2115.The horizontal coordinates were scaled from a topographic map and have
 AX2115.an estimated accuracy of +/- 6 seconds.
 AX2115
 AX2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2115.The vertical order pertains to the NGVD 29 superseded value.
 AX2115
 AX2115.The geoid height was determined by GEOID03.
 AX2115
 AX2115;                    North         East    Units  Estimated Accuracy
 AX2115;SPC TXSC     - 4,185,480.      739,500.      MT  (+/- 180 meters Scaled)
 AX2115
 AX2115                          SUPERSEDED SURVEY CONTROL
 AX2115
 AX2115  NGVD 29 (??/??/92)   99.768  (m)          327.32   (f) ADJ UNCH    2 0
 AX2115
 AX2115.Superseded values are not recommended for survey control.
 AX2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2115.See file dsdata.txt to determine how the superseded data were derived.
 AX2115
 AX2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT394641(NAD 83)
 AX2115_MARKER: DB = BENCH MARK DISK
 AX2115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2115_SP_SET: CULVERT
 AX2115_STAMPING: U 834 1943
 AX2115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2115
 AX2115  HISTORY     - Date     Condition        Report By
 AX2115  HISTORY     - 1943     MONUMENTED       CGS
 AX2115  HISTORY     - 1958     MARK NOT FOUND   USGS
 AX2115
 AX2115                          STATION DESCRIPTION
 AX2115
 AX2115'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AX2115'6.65 MI W FROM GONZALES.
 AX2115'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO.3 AND NO.29 AT
 AX2115'GONZALES, PROCEED 6.65 MI. W. ALONG STATE HIGHWAY NO.3 TO SITE OF BM.
 AX2115'BENCH MARK IS ABOUT 0.2 MI. W. OF A CONCRETE PLASTERED HOUSE, AND
 AX2115'ABOUT 0.1 MI. W. OF A SMALL CONCRETE BRIDGE, 13 FEET S. OF AND ABOUT 1
 AX2115'FOOT ABOVE THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE E.
 AX2115'END OF THE S. HEADWALL OF A CONCRETE CULVERT.  NOTE-- BENCH MARK IS
 AX2115'ALSO 8 MI. E. OF BELMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2362 ***********************************************************************
 AX2362  DESIGNATION -  U 835
 AX2362  PID         -  AX2362
 AX2362  STATE/COUNTY-  TX/GONZALES
 AX2362  USGS QUAD   -  BELMONT (1994)
 AX2362
 AX2362                         *CURRENT SURVEY CONTROL
 AX2362  ___________________________________________________________________
 AX2362* NAD 83(1986)-  29 30 31.     (N)    097 41 55.     (W)     SCALED    
 AX2362* NAVD 88     -       121.67   (+/-2cm)     399.2    (feet)  VERTCON   
 AX2362  ___________________________________________________________________
 AX2362  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2362
 AX2362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2362
 AX2362.The horizontal coordinates were scaled from a topographic map and have
 AX2362.an estimated accuracy of +/- 6 seconds.
 AX2362
 AX2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2362.The vertical order pertains to the NGVD 29 superseded value.
 AX2362
 AX2362.The geoid height was determined by GEOID03.
 AX2362
 AX2362;                    North         East    Units  Estimated Accuracy
 AX2362;SPC TXSC     - 4,186,370.      726,160.      MT  (+/- 180 meters Scaled)
 AX2362
 AX2362                          SUPERSEDED SURVEY CONTROL
 AX2362
 AX2362  NGVD 29 (??/??/92)  121.617  (m)          399.01   (f) ADJ UNCH    2 0
 AX2362
 AX2362.Superseded values are not recommended for survey control.
 AX2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2362.See file dsdata.txt to determine how the superseded data were derived.
 AX2362
 AX2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT261650(NAD 83)
 AX2362_MARKER: DB = BENCH MARK DISK
 AX2362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2362_SP_SET: CULVERT
 AX2362_STAMPING: U 835 1943
 AX2362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2362+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2362
 AX2362  HISTORY     - Date     Condition        Report By
 AX2362  HISTORY     - 1943     MONUMENTED       CGS
 AX2362  HISTORY     - 20030517 GOOD             USPSQD
 AX2362
 AX2362                          STATION DESCRIPTION
 AX2362
 AX2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2362'2.05 MI S FROM BELMONT.
 AX2362'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 80 AND NO. 3 AT
 AX2362'BELMONT, PROCEED 2.05 MI. S. ALONG STATE HIGHWAY NO. 80 TO SITE OF BM.
 AX2362'BENCH MARK IS ABOUT 0.25 MI. S. OF A FRAME HOUSE, AND 45 FEET W. OF
 AX2362'AND ABOUT 3.5 FEET BELOW THE CENTERLINE OF HIGHWAY.  IT IS SET
 AX2362'HORIZONTALLY IN THE N. END OF THE W. HEADWALL OF A CONCRETE CULVERT.
 AX2362
 AX2362                          STATION RECOVERY (2003)
 AX2362
 AX2362'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2362'MONUMENT LOCATED ON EAST HEADWALL OF CONCRETE CULVERT. (NOT THE WEST
 AX2362'HEADWALL AS LISTED PREVIOUSLY)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2028 ***********************************************************************
 AX2028  DESIGNATION -  U 836
 AX2028  PID         -  AX2028
 AX2028  STATE/COUNTY-  TX/GONZALES
 AX2028  USGS QUAD   -  PILGRIM (1987)
 AX2028
 AX2028                         *CURRENT SURVEY CONTROL
 AX2028  ___________________________________________________________________
 AX2028* NAD 83(1986)-  29 22 26.     (N)    097 33 55.     (W)     SCALED    
 AX2028* NAVD 88     -        91.98   (+/-2cm)     301.8    (feet)  VERTCON   
 AX2028  ___________________________________________________________________
 AX2028  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX2028
 AX2028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2028
 AX2028.The horizontal coordinates were scaled from a topographic map and have
 AX2028.an estimated accuracy of +/- 6 seconds.
 AX2028
 AX2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2028.The vertical order pertains to the NGVD 29 superseded value.
 AX2028
 AX2028.The geoid height was determined by GEOID03.
 AX2028
 AX2028;                    North         East    Units  Estimated Accuracy
 AX2028;SPC TXSC     - 4,171,590.      739,270.      MT  (+/- 180 meters Scaled)
 AX2028
 AX2028                          SUPERSEDED SURVEY CONTROL
 AX2028
 AX2028  NGVD 29 (??/??/92)   91.952  (m)          301.68   (f) ADJ UNCH    2 0
 AX2028
 AX2028.Superseded values are not recommended for survey control.
 AX2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2028.See file dsdata.txt to determine how the superseded data were derived.
 AX2028
 AX2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT392502(NAD 83)
 AX2028_MARKER: DB = BENCH MARK DISK
 AX2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2028_STAMPING: U 836 1943
 AX2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2028+STABILITY: SURFACE MOTION
 AX2028
 AX2028  HISTORY     - Date     Condition        Report By
 AX2028  HISTORY     - 1943     MONUMENTED       CGS
 AX2028  HISTORY     - 1958     GOOD             USGS
 AX2028
 AX2028                          STATION DESCRIPTION
 AX2028
 AX2028'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AX2028'IN WRIGHTSBORO.
 AX2028'AT WRIGHTSBORO, 180 FEET W. OF FARM ROAD 108 AND A GRADED ROAD LEADING
 AX2028'W., (63 FEET W. OF AND ACROSS THE ROAD FROM THE P.O.), 31 FEET S. AND
 AX2028'34 FEET W. OF THE DIRT ROAD CROSSING.  4.6 FEET W. OF A TELEPHONE
 AX2028'POLE, MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2053 ***********************************************************************
 AX2053  DESIGNATION -  U 837
 AX2053  PID         -  AX2053
 AX2053  STATE/COUNTY-  TX/GUADALUPE
 AX2053  USGS QUAD   -  DEWVILLE (1987)
 AX2053
 AX2053                         *CURRENT SURVEY CONTROL
 AX2053  ___________________________________________________________________
 AX2053* NAD 83(1986)-  29 26 09.     (N)    097 50 40.     (W)     SCALED    
 AX2053* NAVD 88     -       171.46   (+/-2cm)     562.5    (feet)  VERTCON   
 AX2053  ___________________________________________________________________
 AX2053  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX2053
 AX2053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2053
 AX2053.The horizontal coordinates were scaled from a topographic map and have
 AX2053.an estimated accuracy of +/- 6 seconds.
 AX2053
 AX2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2053.The vertical order pertains to the NGVD 29 superseded value.
 AX2053
 AX2053.The geoid height was determined by GEOID03.
 AX2053
 AX2053;                    North         East    Units  Estimated Accuracy
 AX2053;SPC TXSC     - 4,178,150.      712,100.      MT  (+/- 180 meters Scaled)
 AX2053
 AX2053                          SUPERSEDED SURVEY CONTROL
 AX2053
 AX2053  NGVD 29 (??/??/92)  171.392  (m)          562.31   (f) ADJ UNCH    2 0
 AX2053
 AX2053.Superseded values are not recommended for survey control.
 AX2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2053.See file dsdata.txt to determine how the superseded data were derived.
 AX2053
 AX2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT120568(NAD 83)
 AX2053_MARKER: DB = BENCH MARK DISK
 AX2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2053_STAMPING: U 837 1943
 AX2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2053+STABILITY: SURFACE MOTION
 AX2053
 AX2053  HISTORY     - Date     Condition        Report By
 AX2053  HISTORY     - 1943     MONUMENTED       CGS
 AX2053  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2053  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2053
 AX2053                          STATION DESCRIPTION
 AX2053
 AX2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2053'10.55 MI W FROM LEESVILLE.
 AX2053'TO REACH FROM THE POST OFFICE AT LEESVILLE-- PROCEED 5.5 MILES
 AX2053'SOUTHWESTERLY ALONG THE LEESVILLE-DEWVILLE ROAD TO A TRACK ROAD
 AX2053'INTERSECTION LEADING NORTHWEST, THENCE 5.05 MILES NORTHWESTERLY TO
 AX2053'SITE OF BENCH MARK.  BENCH MARK IS ON THE TOP OF A SMALL SAND HILL,
 AX2053'ABOUT 0.4 MILE SOUTH OF A WIRE GATE ACROSS THE ROAD, ABOUT 350.0 FEET
 AX2053'SOUTH OF A SIDE ROAD INTERSECTION LEADING SOUTHWEST, AND ABOUT 265.0
 AX2053'FEET NORTH OF A SIDE ROAD INTERSECTION LEADING NORTHWEST.  IT IS 23.0
 AX2053'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AX2053'1.0 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF A
 AX2053'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AX2053
 AX2053                          STATION RECOVERY (1999)
 AX2053
 AX2053'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2053'MARK NOT FOUND.
 AX2053
 AX2053                          STATION RECOVERY (2003)
 AX2053
 AX2053'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2054 ***********************************************************************
 AX2054  DESIGNATION -  U 837 RESET 1963
 AX2054  PID         -  AX2054
 AX2054  STATE/COUNTY-  TX/GUADALUPE
 AX2054  USGS QUAD   -  DEWVILLE (1987)
 AX2054
 AX2054                         *CURRENT SURVEY CONTROL
 AX2054  ___________________________________________________________________
 AX2054* NAD 83(1986)-  29 26 09.     (N)    097 50 40.     (W)     SCALED    
 AX2054* NAVD 88     -       164.89   (+/-2cm)     541.0    (feet)  VERTCON   
 AX2054  ___________________________________________________________________
 AX2054  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX2054
 AX2054  VERT ORDER  -  THIRD (See Below)
 AX2054
 AX2054.The horizontal coordinates were scaled from a topographic map and have
 AX2054.an estimated accuracy of +/- 6 seconds.
 AX2054
 AX2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2054.The vertical order pertains to the NGVD 29 superseded value.
 AX2054
 AX2054.The geoid height was determined by GEOID03.
 AX2054
 AX2054;                    North         East    Units  Estimated Accuracy
 AX2054;SPC TXSC     - 4,178,150.      712,100.      MT  (+/- 180 meters Scaled)
 AX2054
 AX2054                          SUPERSEDED SURVEY CONTROL
 AX2054
 AX2054  NGVD 29 (01/29/03)  164.82   (m)          540.7    (f) RESET       3  
 AX2054
 AX2054.Superseded values are not recommended for survey control.
 AX2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2054.See file dsdata.txt to determine how the superseded data were derived.
 AX2054
 AX2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT120568(NAD 83)
 AX2054_MARKER: DB = BENCH MARK DISK
 AX2054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2054_SP_SET: CULVERT
 AX2054_STAMPING: U 837 RESET 1963
 AX2054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2054
 AX2054  HISTORY     - Date     Condition        Report By
 AX2054  HISTORY     - 1963     MONUMENTED       CGS
 AX2054  HISTORY     - 1964     GOOD             NGS
 AX2054  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2054
 AX2054                          STATION DESCRIPTION
 AX2054
 AX2054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AX2054'15.6 MI SE FROM SEGUIN.
 AX2054'FROM THE GUADALUPE COUNTY COURTHOUSE IN SEGUIN, PROCEED EASTERLY ALONG
 AX2054'U. S. HIGHWAY 90 A, 0.87 MILES TO INTERSECTION OF F. M. HIGHWAY NO.
 AX2054'466.  THENCE SOUTHEASTERLY ALONG F.M. HIGHWAY NO. 466, 7.5 MILES TO
 AX2054'THE INTERSECTION OF F.M. HWY. NO. 2770, THENCE SOUTHERLY ALONG F.M.
 AX2054'HIGHWAY NO. 2770, 7.2 MILES TO BENCH SITE.  BENCH MARK IS A STANDARD
 AX2054'DISC STAMPED RESET 1963 SET IN THE SE. CORNER OF THE EAST HEADWALL OF
 AX2054'A PIPE CULVERT AND IS 15.5 FEET EAST OF AND ABOUT THE SAME ELEVATION
 AX2054'AS THE CENTERLINE OF THE HIGHWAY.
 AX2054
 AX2054                          STATION RECOVERY (2003)
 AX2054
 AX2054'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1196 ***********************************************************************
 AN1196  DESIGNATION -  U 838
 AN1196  PID         -  AN1196
 AN1196  STATE/COUNTY-  TX/VICTORIA
 AN1196  USGS QUAD   -  NURSERY (1987)
 AN1196
 AN1196                         *CURRENT SURVEY CONTROL
 AN1196  ___________________________________________________________________
 AN1196* NAD 83(1986)-  28 56 38.     (N)    097 05 18.     (W)     SCALED    
 AN1196* NAVD 88     -        46.08   (+/-2cm)     151.2    (feet)  VERTCON   
 AN1196  ___________________________________________________________________
 AN1196  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1196
 AN1196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1196
 AN1196.The horizontal coordinates were scaled from a topographic map and have
 AN1196.an estimated accuracy of +/- 6 seconds.
 AN1196
 AN1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1196.The vertical order pertains to the NGVD 29 superseded value.
 AN1196
 AN1196.The geoid height was determined by GEOID03.
 AN1196
 AN1196;                    North         East    Units  Estimated Accuracy
 AN1196;SPC TXSC     - 4,124,600.      786,340.      MT  (+/- 180 meters Scaled)
 AN1196
 AN1196                          SUPERSEDED SURVEY CONTROL
 AN1196
 AN1196  NGVD 29 (??/??/92)   46.13   (m)          151.3    (f) COMPUTED    2 0
 AN1196
 AN1196.Superseded values are not recommended for survey control.
 AN1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1196.See file dsdata.txt to determine how the superseded data were derived.
 AN1196
 AN1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT863032(NAD 83)
 AN1196_MARKER: DB = BENCH MARK DISK
 AN1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1196_STAMPING: U 838 1943
 AN1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1196+STABILITY: SURFACE MOTION
 AN1196
 AN1196  HISTORY     - Date     Condition        Report By
 AN1196  HISTORY     - 1943     MONUMENTED       CGS
 AN1196
 AN1196                          STATION DESCRIPTION
 AN1196
 AN1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1196'2.0 MI NE FROM NURSERY.
 AN1196'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 2.0 MILES NORTHERLY
 AN1196'ALONG THE NURSERY-FORDTRAN ROAD TO SITE OF BENCH MARK. BENCH MARK IS
 AN1196'ABOUT 0.3 MILE NORTH OF A RIGHT ANGLE CURVE TO THE WEST, AND ABOUT 0.2
 AN1196'MILE NORTH OF A SMALL ABANDONED FRAME HOUSE.  IT IS 29.0 FEET WEST OF
 AN1196'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 6.0 FEET WEST
 AN1196'OF A FENCE CORNER, 1.3 FEET SOUTH OF A FENCE, AND 2.8 FEET WEST OF A
 AN1196'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1720 ***********************************************************************
 AX1720  DESIGNATION -  U 839
 AX1720  PID         -  AX1720
 AX1720  STATE/COUNTY-  TX/DE WITT
 AX1720  USGS QUAD   -  VERHELLE (1987)
 AX1720
 AX1720                         *CURRENT SURVEY CONTROL
 AX1720  ___________________________________________________________________
 AX1720* NAD 83(1986)-  29 04 14.     (N)    097 12 55.     (W)     SCALED    
 AX1720* NAVD 88     -        51.53   (+/-2cm)     169.1    (feet)  VERTCON   
 AX1720  ___________________________________________________________________
 AX1720  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX1720
 AX1720  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1720
 AX1720.The horizontal coordinates were scaled from a topographic map and have
 AX1720.an estimated accuracy of +/- 6 seconds.
 AX1720
 AX1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1720.The vertical order pertains to the NGVD 29 superseded value.
 AX1720
 AX1720.The geoid height was determined by GEOID03.
 AX1720
 AX1720;                    North         East    Units  Estimated Accuracy
 AX1720;SPC TXSC     - 4,138,440.      773,750.      MT  (+/- 180 meters Scaled)
 AX1720
 AX1720                          SUPERSEDED SURVEY CONTROL
 AX1720
 AX1720  NGVD 29 (??/??/92)   51.548  (m)          169.12   (f) ADJ UNCH    2 0
 AX1720
 AX1720.Superseded values are not recommended for survey control.
 AX1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1720.See file dsdata.txt to determine how the superseded data were derived.
 AX1720
 AX1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT737171(NAD 83)
 AX1720_MARKER: DB = BENCH MARK DISK
 AX1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1720_STAMPING: U 839 1943
 AX1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1720+STABILITY: SURFACE MOTION
 AX1720
 AX1720  HISTORY     - Date     Condition        Report By
 AX1720  HISTORY     - 1943     MONUMENTED       CGS
 AX1720  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1720
 AX1720                          STATION DESCRIPTION
 AX1720
 AX1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1720'5.2 MI SE FROM CUERO.
 AX1720'TO REACH FROM THE COURTHOUSE AT CUERO-- PROCEED 4.6 MILES
 AX1720'SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO A SIDE ROAD INTERSECTION
 AX1720'LEADING EAST, THEN 0.6 MILE EASTERLY TO SITE OF BENCH MARK.  BENCH
 AX1720'MARK IS ON THE INSIDE OF A CURVE, ON THE GROUNDS OF THE ROSEVILLE
 AX1720'SCHOOL, ABOUT 68.0 FEET SOUTHEAST OF THE SCHOOL HOUSE, AND 22.0 FEET
 AX1720'NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTRLINE OF ROAD. IT
 AX1720'IS 14.0 FEET NORTHEAST OF THE CENTERLINE OF A WOODEN GATE AND A
 AX1720'PRIVATE DRIVEWAY LEADING TO THE SCHOOL HOUSE, 1.5 FEET NORTHWEST OF
 AX1720'THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHWEST OF A 4X4-INCH WOODEN
 AX1720'MARKER POST .  MONUMENT PROJECTS 0.5 FOOT.
 AX1720
 AX1720                          STATION RECOVERY (2001)
 AX1720
 AX1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1720'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0180 ***********************************************************************
 AY0180  DESIGNATION -  U 840
 AY0180  PID         -  AY0180
 AY0180  STATE/COUNTY-  TX/GUADALUPE
 AY0180  USGS QUAD   -  MARION (1992)
 AY0180
 AY0180                         *CURRENT SURVEY CONTROL
 AY0180  ___________________________________________________________________
 AY0180* NAD 83(1986)-  29 34 07.     (N)    098 09 27.     (W)     SCALED    
 AY0180* NAVD 88     -       196.07   (+/-2cm)     643.3    (feet)  VERTCON   
 AY0180  ___________________________________________________________________
 AY0180  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AY0180
 AY0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0180
 AY0180.The horizontal coordinates were scaled from a topographic map and have
 AY0180.an estimated accuracy of +/- 6 seconds.
 AY0180
 AY0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0180.The vertical order pertains to the NGVD 29 superseded value.
 AY0180
 AY0180.The geoid height was determined by GEOID03.
 AY0180
 AY0180;                    North         East    Units  Estimated Accuracy
 AY0180;SPC TXSC     - 4,192,610.      681,630.      MT  (+/- 180 meters Scaled)
 AY0180
 AY0180                          SUPERSEDED SURVEY CONTROL
 AY0180
 AY0180  NGVD 29 (??/??/92)  195.977  (m)          642.97   (f) ADJ UNCH    2 0
 AY0180
 AY0180.Superseded values are not recommended for survey control.
 AY0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0180.See file dsdata.txt to determine how the superseded data were derived.
 AY0180
 AY0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT816712(NAD 83)
 AY0180_MARKER: DB = BENCH MARK DISK
 AY0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0180_STAMPING: U 840 1943
 AY0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0180+STABILITY: SURFACE MOTION
 AY0180
 AY0180  HISTORY     - Date     Condition        Report By
 AY0180  HISTORY     - 1943     MONUMENTED       CGS
 AY0180  HISTORY     - 1988     GOOD             USPSQD
 AY0180  HISTORY     - 1990     GOOD             USPSQD
 AY0180  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AY0180
 AY0180                          STATION DESCRIPTION
 AY0180
 AY0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0180'1.0 MI W FROM MARION.
 AY0180'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARION, PROCEED
 AY0180'1.0 MILE WEST ALONG THE TRACKS TO MILE POST NO. 186 AND SITE OF BENCH
 AY0180'MARK.  BENCH MARK IS 0.2 MILE EAST OF A GRAVEL ROAD CROSSING, 41.0
 AY0180'FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF TRACK, 41.0
 AY0180'FEET NORTH OF THE CENTERLINE OF AN ASPHALT ROAD.  IT IS 4.0 FEET
 AY0180'NORTHWEST OF MILE POST NO. 186.  MONUMENT IS 3.0 FEET EAST OF A 4X4
 AY0180'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AY0180
 AY0180                          STATION RECOVERY (1988)
 AY0180
 AY0180'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0180'RECOVERED IN GOOD CONDITION.
 AY0180
 AY0180                          STATION RECOVERY (1990)
 AY0180
 AY0180'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0180'RECOVERED IN GOOD CONDITION.
 AY0180
 AY0180                          STATION RECOVERY (2004)
 AY0180
 AY0180'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY0180'CONCRETE MILE MARKER NO LONGER EXISTS IN THIS LOCATION, HOWEVER A NEW
 AY0180'STEEL MILE MARKER EXISTS ON THE NORTH SIDE OF THE TRACKS.  EXTENSIVE
 AY0180'SEARCH OF THE AREA REVEALED NO MARKER, AND COULD HAVE BEEN DESTROYED
 AY0180'OVER THE YEARS BY BUSHHOGGING EQUIPMENT.  TALL GRASS EXISTS IN THIS
 AY0180'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1201 ***********************************************************************
 AX1201  DESIGNATION -  U 841 RESET 1957
 AX1201  PID         -  AX1201
 AX1201  STATE/COUNTY-  TX/FAYETTE
 AX1201  USGS QUAD   -  AMMANNSVILLE (1981)
 AX1201
 AX1201                         *CURRENT SURVEY CONTROL
 AX1201  ___________________________________________________________________
 AX1201* NAD 83(1986)-  29 47 20.     (N)    096 51 23.     (W)     SCALED    
 AX1201* NAVD 88     -       122.77   (+/-2cm)     402.8    (feet)  VERTCON   
 AX1201  ___________________________________________________________________
 AX1201  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1201
 AX1201  VERT ORDER  -  THIRD (See Below)
 AX1201
 AX1201.The horizontal coordinates were scaled from a topographic map and have
 AX1201.an estimated accuracy of +/- 6 seconds.
 AX1201
 AX1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1201.The vertical order pertains to the NGVD 29 superseded value.
 AX1201
 AX1201.The geoid height was determined by GEOID03.
 AX1201
 AX1201;                    North         East    Units  Estimated Accuracy
 AX1201;SPC TXSC     - 4,218,630.      807,230.      MT  (+/- 180 meters Scaled)
 AX1201
 AX1201                          SUPERSEDED SURVEY CONTROL
 AX1201
 AX1201  NGVD 29 (??/??/??)  122.74   (m)          402.7    (f) RESET       3  
 AX1201
 AX1201.Superseded values are not recommended for survey control.
 AX1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1201.See file dsdata.txt to determine how the superseded data were derived.
 AX1201
 AX1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT072973(NAD 83)
 AX1201_MARKER: DB = BENCH MARK DISK
 AX1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1201_STAMPING: U 841 RESET 1957
 AX1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1201+STABILITY: SURFACE MOTION
 AX1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1201+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX1201
 AX1201  HISTORY     - Date     Condition        Report By
 AX1201  HISTORY     - 1957     MONUMENTED       CGS
 AX1201  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1201  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1201  HISTORY     - 20041027 GOOD             USPSQD
 AX1201
 AX1201                          STATION DESCRIPTION
 AX1201
 AX1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AX1201'IN AMMANNSVILLE.
 AX1201'AT AMMANNSVILLE, FAYETTE COUNTY, AT THE EAST SIDE OF THE VILLAGE, IN
 AX1201'THE SOUTHEAST POINT OF THE INTERSECTION OF THE F.M. HIGHWAY WHICH
 AX1201'LEADS FROM THE EAST SIDE OF AMMANNSVILLE EAST AND SOUTH TO U.S.
 AX1201'HIGHWAY 90 AND A GRAVEL ROAD LEADING SOUTH FROM THE HIGHWAY.  IT IS IN
 AX1201'THE SOUTH RIGHT-OF-WAY FENCE OF THE HIGHWAY AND 12 FEET EAST OF THE
 AX1201'CORNER POST OF THE FENCE EAST AND THE FENCE SOUTH ALONG THE EAST SIDE
 AX1201'OF THE GRAVEL ROAD SOUTH.  A STANDARD DISK STAMPED U 841 RESET 1957 IN
 AX1201'A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 AX1201
 AX1201                          STATION RECOVERY (1991)
 AX1201
 AX1201'RECOVERY NOTE BY US POWER SQUADRON 1991 (WGS)
 AX1201'MARK NOT FOUND.
 AX1201
 AX1201                          STATION RECOVERY (1997)
 AX1201
 AX1201'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1201'MARK NOT FOUND.
 AX1201
 AX1201                          STATION RECOVERY (2004)
 AX1201
 AX1201'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1201'ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0940 ***********************************************************************
 AX0940  DESIGNATION -  U 842
 AX0940  PID         -  AX0940
 AX0940  STATE/COUNTY-  TX/FAYETTE
 AX0940  USGS QUAD   -  SCHULENBURG (1981)
 AX0940
 AX0940                         *CURRENT SURVEY CONTROL
 AX0940  ___________________________________________________________________
 AX0940* NAD 83(1986)-  29 42 17.     (N)    096 54 11.     (W)     SCALED    
 AX0940* NAVD 88     -       106.859  (meters)     350.59   (feet)  ADJUSTED  
 AX0940  ___________________________________________________________________
 AX0940  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX0940  DYNAMIC HT  -         106.710 (meters)     350.10  (feet)  COMP
 AX0940  MODELED GRAV-     979,244.6   (mgal)                       NAVD 88
 AX0940
 AX0940  VERT ORDER  -  FIRST     CLASS I
 AX0940
 AX0940.The horizontal coordinates were scaled from a topographic map and have
 AX0940.an estimated accuracy of +/- 6 seconds.
 AX0940
 AX0940.The orthometric height was determined by differential leveling
 AX0940.and adjusted by the National Geodetic Survey in June 1991..
 AX0940
 AX0940.The geoid height was determined by GEOID03.
 AX0940
 AX0940.The dynamic height is computed by dividing the NAVD 88
 AX0940.geopotential number by the normal gravity value computed on the
 AX0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0940.degrees latitude (g = 980.6199 gals.).
 AX0940
 AX0940.The modeled gravity was interpolated from observed gravity values.
 AX0940
 AX0940;                    North         East    Units  Estimated Accuracy
 AX0940;SPC TXSC     - 4,209,220.      802,890.      MT  (+/- 180 meters Scaled)
 AX0940
 AX0940                          SUPERSEDED SURVEY CONTROL
 AX0940
 AX0940  NGVD 29 (??/??/92)  106.824  (m)          350.47   (f) ADJ UNCH    1 1
 AX0940
 AX0940.Superseded values are not recommended for survey control.
 AX0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0940.See file dsdata.txt to determine how the superseded data were derived.
 AX0940
 AX0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT028879(NAD 83)
 AX0940_MARKER: DB = BENCH MARK DISK
 AX0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0940_SP_SET: CULVERT
 AX0940_STAMPING: U 842 1943
 AX0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0940
 AX0940  HISTORY     - Date     Condition        Report By
 AX0940  HISTORY     - 1943     MONUMENTED       CGS
 AX0940  HISTORY     - 1972     GOOD             NGS
 AX0940  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0940  HISTORY     - 1987     GOOD             USPSQD
 AX0940  HISTORY     - 1990     GOOD             USPSQD
 AX0940  HISTORY     - 19910608 GOOD             USPSQD
 AX0940  HISTORY     - 19970608 GOOD             USPSQD
 AX0940  HISTORY     - 20020525 MARK NOT FOUND   USPSQD
 AX0940  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AX0940
 AX0940                          STATION DESCRIPTION
 AX0940
 AX0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0940'1.65 MI N FROM SCHULENBURG.
 AX0940'ABOUT 1.65 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0940'U.S. HIGHWAY 90 AT SCHULENBURG, 154 YARDS SOUTH OF THE CENTER OF THE
 AX0940'JUNCTION OF THE HIGHWAY AND A PAVED ROAD LEADING EAST AND A GRAVELED
 AX0940'ROAD LEADING WEST, 21 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AX0940'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A 5-
 AX0940'X 8-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE
 AX0940'THE LEVEL OF THE HIGHWAY.
 AX0940
 AX0940                          STATION RECOVERY (1987)
 AX0940
 AX0940'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0940'MARK NOT FOUND.
 AX0940
 AX0940                          STATION RECOVERY (1987)
 AX0940
 AX0940'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0940'RECOVERED IN GOOD CONDITION.
 AX0940
 AX0940                          STATION RECOVERY (1990)
 AX0940
 AX0940'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0940'RECOVERED IN GOOD CONDITION.
 AX0940
 AX0940                          STATION RECOVERY (1991)
 AX0940
 AX0940'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0940'RECOVERED IN GOOD CONDITION.
 AX0940
 AX0940                          STATION RECOVERY (1997)
 AX0940
 AX0940'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0940'RECOVERED IN GOOD CONDITION.
 AX0940
 AX0940                          STATION RECOVERY (2002)
 AX0940
 AX0940'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX0940'HEADWALL NO LONGER EXISTS.  HIGHWAY DEPARTMENT REPLACED CULVERT.
 AX0940
 AX0940                          STATION RECOVERY (2004)
 AX0940
 AX0940'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 AX0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1123 ***********************************************************************
 AX1123  DESIGNATION -  U 843
 AX1123  PID         -  AX1123
 AX1123  STATE/COUNTY-  TX/COLORADO
 AX1123  USGS QUAD   -  ROCK ISLAND (1981)
 AX1123
 AX1123                         *CURRENT SURVEY CONTROL
 AX1123  ___________________________________________________________________
 AX1123* NAD 83(1986)-  29 34 04.     (N)    096 37 00.     (W)     SCALED    
 AX1123* NAVD 88     -        93.20   (+/-2cm)     305.8    (feet)  VERTCON   
 AX1123  ___________________________________________________________________
 AX1123  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX1123
 AX1123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1123
 AX1123.The horizontal coordinates were scaled from a topographic map and have
 AX1123.an estimated accuracy of +/- 6 seconds.
 AX1123
 AX1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1123.The vertical order pertains to the NGVD 29 superseded value.
 AX1123
 AX1123.The geoid height was determined by GEOID03.
 AX1123
 AX1123;                    North         East    Units  Estimated Accuracy
 AX1123;SPC TXSC     - 4,194,580.      830,900.      MT  (+/- 180 meters Scaled)
 AX1123
 AX1123                          SUPERSEDED SURVEY CONTROL
 AX1123
 AX1123  NGVD 29 (??/??/92)   93.180  (m)          305.71   (f) ADJ UNCH    2 0
 AX1123
 AX1123.Superseded values are not recommended for survey control.
 AX1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1123.See file dsdata.txt to determine how the superseded data were derived.
 AX1123
 AX1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT308732(NAD 83)
 AX1123_MARKER: DB = BENCH MARK DISK
 AX1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1123_STAMPING: U 843 1943
 AX1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1123+STABILITY: SURFACE MOTION
 AX1123
 AX1123  HISTORY     - Date     Condition        Report By
 AX1123  HISTORY     - 1943     MONUMENTED       CGS
 AX1123  HISTORY     - 1957     MARK NOT FOUND   USGS
 AX1123  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1123  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1123
 AX1123                          STATION DESCRIPTION
 AX1123
 AX1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1123'4.7 MI NW FROM ROCK ISLAND.
 AX1123'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1123'PASS) RAILROAD STATION AT ROCK ISLAND, PROCEED 1.85 MILE WESTERLY
 AX1123'ALONG A GRAVEL ROAD TO A RIGHT ANGLE TURN IN THE ROAD TO THE NORTH,
 AX1123'THENCE 2.1 MILES NORTHERLY ALONG A DIRT ROAD TO THE END OF THE ROAD
 AX1123'AND THE INTERSECTION OF A DIRT TRACK ROAD LEADING WEST, THENCE 0.75
 AX1123'MILE WESTERLY ALONG A DIRT TRACK ROAD TO A FORK IN THE ROAD AND SITE
 AX1123'OF BENCH MARK.  BENCH MARK IS 48.0 FEET EAST OF A FORK IN THE ROAD. IT
 AX1123'IS 34.8 FEET NORTH OF AND ACROSS THE ROAD FROM A TRIANGULAR BLASE ON A
 AX1123'1.5 FOOT BLACK JACK TREE, 12.5 FEET NORTH OF AND ABOUT THE SAME
 AX1123'ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.8 FEET WEST OF A 4X4
 AX1123'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX1123
 AX1123                          STATION RECOVERY (1957)
 AX1123
 AX1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AX1123'MARK NOT FOUND.
 AX1123
 AX1123                          STATION RECOVERY (1991)
 AX1123
 AX1123'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX1123'MARK NOT FOUND.
 AX1123
 AX1123                          STATION RECOVERY (2004)
 AX1123
 AX1123'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0943 ***********************************************************************
 AX0943  DESIGNATION -  U 844
 AX0943  PID         -  AX0943
 AX0943  STATE/COUNTY-  TX/FAYETTE
 AX0943  USGS QUAD   -  SCHULENBURG (1981)
 AX0943
 AX0943                         *CURRENT SURVEY CONTROL
 AX0943  ___________________________________________________________________
 AX0943* NAD 83(1986)-  29 40 15.     (N)    096 54 16.     (W)     SCALED    
 AX0943* NAVD 88     -       101.855  (meters)     334.17   (feet)  ADJUSTED  
 AX0943  ___________________________________________________________________
 AX0943  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX0943  DYNAMIC HT  -         101.712 (meters)     333.70  (feet)  COMP
 AX0943  MODELED GRAV-     979,242.9   (mgal)                       NAVD 88
 AX0943
 AX0943  VERT ORDER  -  FIRST     CLASS I
 AX0943
 AX0943.The horizontal coordinates were scaled from a topographic map and have
 AX0943.an estimated accuracy of +/- 6 seconds.
 AX0943
 AX0943.The orthometric height was determined by differential leveling
 AX0943.and adjusted by the National Geodetic Survey in June 1991..
 AX0943
 AX0943.The geoid height was determined by GEOID03.
 AX0943
 AX0943.The dynamic height is computed by dividing the NAVD 88
 AX0943.geopotential number by the normal gravity value computed on the
 AX0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0943.degrees latitude (g = 980.6199 gals.).
 AX0943
 AX0943.The modeled gravity was interpolated from observed gravity values.
 AX0943
 AX0943;                    North         East    Units  Estimated Accuracy
 AX0943;SPC TXSC     - 4,205,460.      802,820.      MT  (+/- 180 meters Scaled)
 AX0943
 AX0943                          SUPERSEDED SURVEY CONTROL
 AX0943
 AX0943  NGVD 29 (??/??/92)  101.823  (m)          334.06   (f) ADJ UNCH    1 1
 AX0943
 AX0943.Superseded values are not recommended for survey control.
 AX0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0943.See file dsdata.txt to determine how the superseded data were derived.
 AX0943
 AX0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT027841(NAD 83)
 AX0943_MARKER: DB = BENCH MARK DISK
 AX0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0943_SP_SET: CULVERT
 AX0943_STAMPING: U 844 1943
 AX0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0943
 AX0943  HISTORY     - Date     Condition        Report By
 AX0943  HISTORY     - 1943     MONUMENTED       CGS
 AX0943  HISTORY     - 1972     GOOD             NGS
 AX0943  HISTORY     - 1990     GOOD             USPSQD
 AX0943  HISTORY     - 19910608 GOOD             USPSQD
 AX0943  HISTORY     - 19970608 GOOD             USPSQD
 AX0943  HISTORY     - 20020812 GOOD             USPSQD
 AX0943  HISTORY     - 20040223 GOOD             USPSQD
 AX0943
 AX0943                          STATION DESCRIPTION
 AX0943
 AX0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0943'0.85 MI S FROM SCHULENBURG.
 AX0943'ABOUT 0.85 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0943'U.S. HIGHWAY 90 AT SCHULENBURG, ABOUT 400 FEET SOUTH OF THE CENTER OF
 AX0943'A CURVE IN THE HIGHWAY, 23 1/2 FEET EAST OF THE CENTER LINE OF THE
 AX0943'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 AX0943'OF A 2 1/2- X 5-FOOT DOUBLE PIPE CULVERT, 78 FEET NORTH-NORTHWEST OF A
 AX0943'HUMBLE OIL COMPANY PIPELINE MARKER, AND ABOUT 1/2 FOOT BELOW THE LEVEL
 AX0943'OF THE HIGHWAY.
 AX0943
 AX0943                          STATION RECOVERY (1990)
 AX0943
 AX0943'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0943'RECOVERED IN GOOD CONDITION.
 AX0943
 AX0943                          STATION RECOVERY (1991)
 AX0943
 AX0943'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0943'RECOVERED IN GOOD CONDITION.
 AX0943
 AX0943                          STATION RECOVERY (1997)
 AX0943
 AX0943'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0943'RECOVERED IN GOOD CONDITION.
 AX0943
 AX0943                          STATION RECOVERY (2002)
 AX0943
 AX0943'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0943'RECOVERED IN GOOD CONDITION.
 AX0943
 AX0943                          STATION RECOVERY (2004)
 AX0943
 AX0943'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 AX0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1234 ***********************************************************************
 AX1234  DESIGNATION -  U 845
 AX1234  PID         -  AX1234
 AX1234  STATE/COUNTY-  TX/LAVACA
 AX1234  USGS QUAD   -  OAKLAND (1981)
 AX1234
 AX1234                         *CURRENT SURVEY CONTROL
 AX1234  ___________________________________________________________________
 AX1234* NAD 83(1986)-  29 35 16.     (N)    096 51 33.     (W)     SCALED    
 AX1234* NAVD 88     -        97.88   (+/-2cm)     321.1    (feet)  VERTCON   
 AX1234  ___________________________________________________________________
 AX1234  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1234
 AX1234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1234
 AX1234.The horizontal coordinates were scaled from a topographic map and have
 AX1234.an estimated accuracy of +/- 6 seconds.
 AX1234
 AX1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1234.The vertical order pertains to the NGVD 29 superseded value.
 AX1234
 AX1234.The geoid height was determined by GEOID03.
 AX1234
 AX1234;                    North         East    Units  Estimated Accuracy
 AX1234;SPC TXSC     - 4,196,340.      807,370.      MT  (+/- 180 meters Scaled)
 AX1234
 AX1234                          SUPERSEDED SURVEY CONTROL
 AX1234
 AX1234  NGVD 29 (??/??/92)   97.86   (m)          321.1    (f) COMPUTED    2 0
 AX1234
 AX1234.Superseded values are not recommended for survey control.
 AX1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1234.See file dsdata.txt to determine how the superseded data were derived.
 AX1234
 AX1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT073750(NAD 83)
 AX1234_MARKER: DB = BENCH MARK DISK
 AX1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1234_STAMPING: U 845 1943
 AX1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1234+STABILITY: SURFACE MOTION
 AX1234
 AX1234  HISTORY     - Date     Condition        Report By
 AX1234  HISTORY     - 1943     MONUMENTED       CGS
 AX1234  HISTORY     - 1990     GOOD             USPSQD
 AX1234  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1234  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX1234
 AX1234                          STATION DESCRIPTION
 AX1234
 AX1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1234'2.0 MI SW FROM OAKLAND.
 AX1234'TO REACH FROM THE SCHOOL BUILDING AT OAKLAND, PROCEED 2.0 MILES
 AX1234'SOUTHWESTERLY ALONG A DIRT ROAD TO THE SOUTHWEST SLOPE OF A HILL AND
 AX1234'SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE NORTHEAST OF THE
 AX1234'INTERSECTION OF A DIRT ROAD LEADING SOUTHEAST TO AFRICA.  IT IS 26.6
 AX1234'FEET NORTHWEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD,
 AX1234'7.8 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE AND 2.7 FEET
 AX1234'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1234'0.2 FOOT.
 AX1234
 AX1234                          STATION RECOVERY (1990)
 AX1234
 AX1234'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1234'RECOVERED IN GOOD CONDITION.
 AX1234
 AX1234                          STATION RECOVERY (1997)
 AX1234
 AX1234'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1234'MARK NOT FOUND.
 AX1234
 AX1234                          STATION RECOVERY (2002)
 AX1234
 AX1234'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1235 ***********************************************************************
 AX1235  DESIGNATION -  U 845 RESET 1964
 AX1235  PID         -  AX1235
 AX1235  STATE/COUNTY-  TX/LAVACA
 AX1235  USGS QUAD   -  OAKLAND (1981)
 AX1235
 AX1235                         *CURRENT SURVEY CONTROL
 AX1235  ___________________________________________________________________
 AX1235* NAD 83(1986)-  29 35 15.     (N)    096 51 33.     (W)     SCALED    
 AX1235* NAVD 88     -        97.75   (+/-2cm)     320.7    (feet)  VERTCON   
 AX1235  ___________________________________________________________________
 AX1235  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1235
 AX1235  VERT ORDER  -  THIRD (See Below)
 AX1235
 AX1235.The horizontal coordinates were scaled from a topographic map and have
 AX1235.an estimated accuracy of +/- 6 seconds.
 AX1235
 AX1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1235.The vertical order pertains to the NGVD 29 superseded value.
 AX1235
 AX1235.The geoid height was determined by GEOID03.
 AX1235
 AX1235;                    North         East    Units  Estimated Accuracy
 AX1235;SPC TXSC     - 4,196,310.      807,370.      MT  (+/- 180 meters Scaled)
 AX1235
 AX1235                          SUPERSEDED SURVEY CONTROL
 AX1235
 AX1235  NGVD 29 (??/??/??)   97.73   (m)          320.6    (f) RESET       3  
 AX1235
 AX1235.Superseded values are not recommended for survey control.
 AX1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1235.See file dsdata.txt to determine how the superseded data were derived.
 AX1235
 AX1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT073749(NAD 83)
 AX1235_MARKER: DB = BENCH MARK DISK
 AX1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1235_SP_SET: CONCRETE BLOCK
 AX1235_STAMPING: U 845 RESET 1964
 AX1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1235
 AX1235  HISTORY     - Date     Condition        Report By
 AX1235  HISTORY     - 1964     MONUMENTED       CGS
 AX1235  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1235  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX1235
 AX1235                          STATION DESCRIPTION
 AX1235
 AX1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AX1235'1.7 MI W FROM OAKLAND.
 AX1235'1.7 MILES WEST ALONG F. M. HIGHWAY 532 FROM NAVIDAD RIVER BRIDGE NEAR
 AX1235'OAKLAND, COLORADO COUNTY, 51 FEET SOUTH FROM CENTER OF PAVEMENT, SET
 AX1235'IN THE TOP OF A 6 IN. X 6 IN. CONCRETE BLOCK WITH A 4 IN. X 4 IN.
 AX1235'WHITE WITNESS POST.
 AX1235
 AX1235                          STATION RECOVERY (1997)
 AX1235
 AX1235'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1235'MARK NOT FOUND.
 AX1235
 AX1235                          STATION RECOVERY (2002)
 AX1235
 AX1235'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1745 ***********************************************************************
 AX1745  DESIGNATION -  U 847
 AX1745  PID         -  AX1745
 AX1745  STATE/COUNTY-  TX/LAVACA
 AX1745  USGS QUAD   -  WIED (1987)
 AX1745
 AX1745                         *CURRENT SURVEY CONTROL
 AX1745  ___________________________________________________________________
 AX1745* NAD 83(1986)-  29 23 36.     (N)    097 03 57.     (W)     SCALED    
 AX1745* NAVD 88     -        96.49   (+/-2cm)     316.6    (feet)  VERTCON   
 AX1745  ___________________________________________________________________
 AX1745  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1745
 AX1745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1745
 AX1745.The horizontal coordinates were scaled from a topographic map and have
 AX1745.an estimated accuracy of +/- 6 seconds.
 AX1745
 AX1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1745.The vertical order pertains to the NGVD 29 superseded value.
 AX1745
 AX1745.The geoid height was determined by GEOID03.
 AX1745
 AX1745;                    North         East    Units  Estimated Accuracy
 AX1745;SPC TXSC     - 4,174,440.      787,710.      MT  (+/- 180 meters Scaled)
 AX1745
 AX1745                          SUPERSEDED SURVEY CONTROL
 AX1745
 AX1745  NGVD 29 (??/??/92)   96.483  (m)          316.54   (f) ADJ UNCH    2 0
 AX1745
 AX1745.Superseded values are not recommended for survey control.
 AX1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1745.See file dsdata.txt to determine how the superseded data were derived.
 AX1745
 AX1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT876531(NAD 83)
 AX1745_MARKER: DB = BENCH MARK DISK
 AX1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1745_STAMPING: U 847 1943
 AX1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1745+STABILITY: SURFACE MOTION
 AX1745
 AX1745  HISTORY     - Date     Condition        Report By
 AX1745  HISTORY     - 1943     MONUMENTED       CGS
 AX1745  HISTORY     - 1961     GOOD             NGS
 AX1745
 AX1745                          STATION DESCRIPTION
 AX1745
 AX1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1745'3.5 MI N FROM SWEET HOME.
 AX1745'THE BENCH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 AX1745'DESCRIPTION FOLLOWS-- TO REACH FROM THE CROSSROADS IN SWEET HOME, GO
 AX1745'NORTH ON A DIRT ROAD 2.5 MILES TO JUNCTION OF U.S. HIGHWAY 77. TURN
 AX1745'RIGHT AND CROSS THE BRIDGE OVER MUSTANG CREEK, GO 0.1 MILE TO A DIRT
 AX1745'ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE DIRT ROAD, NORTHERLY, 0.9
 AX1745'MILE TO BENCH MARK ON THE LEFT.  ABOUT 73 YARDS NORTH OF THE CENTER OF
 AX1745'A DIRT ROAD LEADING WEST, 34 FEET WEST OF AND ABOUT 1 FOOT BELOW THE
 AX1745'CENTER OF THE ROAD.  A STANDARD DISK STAMPED U 847 1943, SET IN A 6 X
 AX1745'6 IN. CONCRETE POST, PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1784 ***********************************************************************
 AX1784  DESIGNATION -  U 848
 AX1784  PID         -  AX1784
 AX1784  STATE/COUNTY-  TX/GONZALES
 AX1784  USGS QUAD   -  GONZALES SOUTH (1987)
 AX1784
 AX1784                         *CURRENT SURVEY CONTROL
 AX1784  ___________________________________________________________________
 AX1784* NAD 83(1986)-  29 28 00.     (N)    097 27 14.     (W)     SCALED    
 AX1784* NAVD 88     -        86.56   (+/-2cm)     284.0    (feet)  VERTCON   
 AX1784  ___________________________________________________________________
 AX1784  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AX1784
 AX1784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1784
 AX1784.The horizontal coordinates were scaled from a topographic map and have
 AX1784.an estimated accuracy of +/- 6 seconds.
 AX1784
 AX1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1784.The vertical order pertains to the NGVD 29 superseded value.
 AX1784
 AX1784.The geoid height was determined by GEOID03.
 AX1784
 AX1784;                    North         East    Units  Estimated Accuracy
 AX1784;SPC TXSC     - 4,182,010.      749,950.      MT  (+/- 180 meters Scaled)
 AX1784
 AX1784                          SUPERSEDED SURVEY CONTROL
 AX1784
 AX1784  NGVD 29 (??/??/92)   86.531  (m)          283.89   (f) ADJ UNCH    2 0
 AX1784
 AX1784.Superseded values are not recommended for survey control.
 AX1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1784.See file dsdata.txt to determine how the superseded data were derived.
 AX1784
 AX1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT499606(NAD 83)
 AX1784_MARKER: DB = BENCH MARK DISK
 AX1784_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AX1784_SP_SET: BRIDGE ABUTMENT
 AX1784_STAMPING: U 848 1943
 AX1784_MARK LOGO: CGS   
 AX1784_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1784
 AX1784  HISTORY     - Date     Condition        Report By
 AX1784  HISTORY     - 1943     MONUMENTED       CGS
 AX1784  HISTORY     - 1959     GOOD             USGS
 AX1784  HISTORY     - 19890623 GOOD             TXHD
 AX1784
 AX1784                          STATION DESCRIPTION
 AX1784
 AX1784'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX1784'2.5 MI S FROM GONZALES.
 AX1784'TO REACH FROM THE JUNCTION OF US 183 AND STATE HIGHWAY 97 (1.9 MILES
 AX1784'SE OF THE COURT HOUSE AT GONZALES) PROCEED 0.75 MILE SW ALONG STATE
 AX1784'HIGHWAY 97 TO A CONCRETE BRIDGE AND SITE OF BM.  BENCH MARK IS 0.4
 AX1784'MILE NE OF JUNCTION OF FM 1116, SET HORIZONTALLY IN THE TOP OF THE SE
 AX1784'END OF THE NE ABUTMENT OF A CONCRETE BRIDGE OVER CROSS TIMBERS CREEK,
 AX1784'13.6 FEET SE OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX1784'HIGHWAY.
 AX1784
 AX1784                          STATION RECOVERY (1989)
 AX1784
 AX1784'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1989
 AX1784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2841 ***********************************************************************
 AX2841  DESIGNATION -  U 848 RESET
 AX2841  PID         -  AX2841
 AX2841  STATE/COUNTY-  TX/GONZALES
 AX2841  USGS QUAD   -  GONZALES SOUTH (1987)
 AX2841
 AX2841                         *CURRENT SURVEY CONTROL
 AX2841  ___________________________________________________________________
 AX2841* NAD 83(1986)-  29 28 00.     (N)    097 27 14.     (W)     SCALED    
 AX2841* NAVD 88     -        87.47   (+/-2cm)     287.0    (feet)  VERTCON   
 AX2841  ___________________________________________________________________
 AX2841  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AX2841
 AX2841  VERT ORDER  -  THIRD (See Below)
 AX2841
 AX2841.The horizontal coordinates were scaled from a topographic map and have
 AX2841.an estimated accuracy of +/- 6 seconds.
 AX2841
 AX2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2841.The vertical order pertains to the NGVD 29 superseded value.
 AX2841
 AX2841.The geoid height was determined by GEOID03.
 AX2841
 AX2841;                    North         East    Units  Estimated Accuracy
 AX2841;SPC TXSC     - 4,182,010.      749,950.      MT  (+/- 180 meters Scaled)
 AX2841
 AX2841                          SUPERSEDED SURVEY CONTROL
 AX2841
 AX2841  NGVD 29 (01/29/03)   87.44   (m)          286.9    (f) RESET       3  
 AX2841
 AX2841.Superseded values are not recommended for survey control.
 AX2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2841.See file dsdata.txt to determine how the superseded data were derived.
 AX2841
 AX2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT499606(NAD 83)
 AX2841_MARKER: DV = VERTICAL CONTROL DISK
 AX2841_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AX2841_SP_SET: BRIDGE WINGWALL
 AX2841_STAMPING: U 848 RESET 1987
 AX2841_MARK LOGO: NGS   
 AX2841_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2841
 AX2841  HISTORY     - Date     Condition        Report By
 AX2841  HISTORY     - 1987     MONUMENTED       TXHD
 AX2841
 AX2841                          STATION DESCRIPTION
 AX2841
 AX2841'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1987
 AX2841'FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE HIGHWAY 97, PROCEED
 AX2841'0.65 MILE (1.05 KM) SOUTHWESTERLY ALONG STATE HIGHWAY 97 TO A
 AX2841'CONCRETE BRIDGE AND SITE OF BENCHMARK, SET HORIZONTALLY IN THE TOP OF
 AX2841'A CONCRETE WINGWALL AT THE NORTHEAST CORNER OF CROSS TIMBERS CREEK
 AX2841'BRIDGE.  IT IS 22.5 FEET (6.9 M) SOUTHEAST OF AND ABOUT THE SAME
 AX2841'ELEVATION OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2025 ***********************************************************************
 AX2025  DESIGNATION -  U 849
 AX2025  PID         -  AX2025
 AX2025  STATE/COUNTY-  TX/GONZALES
 AX2025  USGS QUAD   -  PILGRIM (1987)
 AX2025
 AX2025                         *CURRENT SURVEY CONTROL
 AX2025  ___________________________________________________________________
 AX2025* NAD 83(1986)-  29 20 57.     (N)    097 32 08.     (W)     SCALED    
 AX2025* NAVD 88     -        79.05   (+/-2cm)     259.3    (feet)  VERTCON   
 AX2025  ___________________________________________________________________
 AX2025  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX2025
 AX2025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2025
 AX2025.The horizontal coordinates were scaled from a topographic map and have
 AX2025.an estimated accuracy of +/- 6 seconds.
 AX2025
 AX2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2025.The vertical order pertains to the NGVD 29 superseded value.
 AX2025
 AX2025.The geoid height was determined by GEOID03.
 AX2025
 AX2025;                    North         East    Units  Estimated Accuracy
 AX2025;SPC TXSC     - 4,168,890.      742,190.      MT  (+/- 180 meters Scaled)
 AX2025
 AX2025                          SUPERSEDED SURVEY CONTROL
 AX2025
 AX2025  NGVD 29 (??/??/92)   79.022  (m)          259.26   (f) ADJ UNCH    2 0
 AX2025
 AX2025.Superseded values are not recommended for survey control.
 AX2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2025.See file dsdata.txt to determine how the superseded data were derived.
 AX2025
 AX2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT421475(NAD 83)
 AX2025_MARKER: DB = BENCH MARK DISK
 AX2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2025_STAMPING: U 849 1943
 AX2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2025+STABILITY: SURFACE MOTION
 AX2025
 AX2025  HISTORY     - Date     Condition        Report By
 AX2025  HISTORY     - 1943     MONUMENTED       CGS
 AX2025
 AX2025                          STATION DESCRIPTION
 AX2025
 AX2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2025'2.65 MI SE FROM WRIGHTSBORO.
 AX2025'TO REACH FROM THE SCHOOL BUILDING AT WRIGHTSBORO, PROCEED 2.65 MI.
 AX2025'S.E. ALONG A DIRT ROAD TO A T FENCE ON THE N.E. SIDE OF THE ROAD AND
 AX2025'SITE OF BENCH MARK.  BENCH MARK IS 31.3 FEET N.E. OF AND ABOUT THE
 AX2025'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 21.7 FEET N.W. OF
 AX2025'A 2 FOOT OAK TREE.  13.5 FEET E. OF A T FENCE CORNER POST, 6.5 FEET
 AX2025'N.E. OF A TELEPHONE POLE AND 3.3 FEET W. OF A 4X4 INCH WHITE WOODEN
 AX2025'MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2105 ***********************************************************************
 BY2105  DESIGNATION -  U 85
 BY2105  PID         -  BY2105
 BY2105  STATE/COUNTY-  TX/ANDERSON
 BY2105  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2105
 BY2105                         *CURRENT SURVEY CONTROL
 BY2105  ___________________________________________________________________
 BY2105* NAD 83(1986)-  31 39 05.     (N)    095 37 09.     (W)     SCALED    
 BY2105* NAVD 88     -        86.29   (+/-2cm)     283.1    (feet)  VERTCON   
 BY2105  ___________________________________________________________________
 BY2105  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY2105
 BY2105  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2105
 BY2105.The horizontal coordinates were scaled from a topographic map and have
 BY2105.an estimated accuracy of +/- 6 seconds.
 BY2105
 BY2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2105.The vertical order pertains to the NGVD 29 superseded value.
 BY2105
 BY2105.The geoid height was determined by GEOID03.
 BY2105
 BY2105;                    North         East    Units  Estimated Accuracy
 BY2105;SPC TX C     - 3,229,500.    1,146,980.      MT  (+/- 180 meters Scaled)
 BY2105
 BY2105                          SUPERSEDED SURVEY CONTROL
 BY2105
 BY2105  NGVD 29 (??/??/92)   86.271  (m)          283.04   (f) ADJ UNCH    1 2
 BY2105
 BY2105.Superseded values are not recommended for survey control.
 BY2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2105.See file dsdata.txt to determine how the superseded data were derived.
 BY2105
 BY2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR516047(NAD 83)
 BY2105_MARKER: DB = BENCH MARK DISK
 BY2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2105_STAMPING: U 85 1932 283.064
 BY2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2105+STABILITY: SURFACE MOTION
 BY2105
 BY2105  HISTORY     - Date     Condition        Report By
 BY2105  HISTORY     - 1932     MONUMENTED       CGS
 BY2105  HISTORY     - 1960     GOOD             NGS
 BY2105  HISTORY     - 1980     GOOD             NGS
 BY2105
 BY2105                          STATION DESCRIPTION
 BY2105
 BY2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2105'3.35 MI NW FROM ELKHART.
 BY2105'ABOUT 3.35 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY2105'THE STATION AT ELKHART, 3 POLES NORTH OF MILEPOST 9, 3 RAILS NORTH OF
 BY2105'TRESTLE 8.89, AT A DIRT ROAD CROSSING, 132 FEET WEST OF THE WEST RAIL,
 BY2105'85 FEET WEST OF A FENCE, 139 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 BY2105'DIRT ROAD CROSSING, 53 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD,
 BY2105'27 FEET SOUTH OF A FENCE, 15 FEET SOUTHEAST OF THE CENTER LINE OF A
 BY2105'DIM TRACK ROAD, 89 FEET NORTHWEST OF BENCH MARK W 1165, IN THE TOP OF
 BY2105'A CONCRETE POST PROJECTING 4 INCHES.
 BY2105
 BY2105                          STATION RECOVERY (1980)
 BY2105
 BY2105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2105'OFF MAIN LEVEL LINE, NOT LEVELED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0905 ***********************************************************************
 AX0905  DESIGNATION -  U 853
 AX0905  PID         -  AX0905
 AX0905  STATE/COUNTY-  TX/JACKSON
 AX0905  USGS QUAD   -  CORDELE (1981)
 AX0905
 AX0905                         *CURRENT SURVEY CONTROL
 AX0905  ___________________________________________________________________
 AX0905* NAD 83(1986)-  29 08 53.     (N)    096 42 49.     (W)     SCALED    
 AX0905* NAVD 88     -        34.39   (+/-2cm)     112.8    (feet)  VERTCON   
 AX0905  ___________________________________________________________________
 AX0905  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0905
 AX0905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0905
 AX0905.The horizontal coordinates were scaled from a topographic map and have
 AX0905.an estimated accuracy of +/- 6 seconds.
 AX0905
 AX0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0905.The vertical order pertains to the NGVD 29 superseded value.
 AX0905
 AX0905.The geoid height was determined by GEOID03.
 AX0905
 AX0905;                    North         East    Units  Estimated Accuracy
 AX0905;SPC TXSC     - 4,147,880.      822,420.      MT  (+/- 180 meters Scaled)
 AX0905
 AX0905                          SUPERSEDED SURVEY CONTROL
 AX0905
 AX0905  NGVD 29 (??/??/92)   34.400  (m)          112.86   (f) ADJ UNCH    2 0
 AX0905
 AX0905.Superseded values are not recommended for survey control.
 AX0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0905.See file dsdata.txt to determine how the superseded data were derived.
 AX0905
 AX0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT224265(NAD 83)
 AX0905_MARKER: DB = BENCH MARK DISK
 AX0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0905_STAMPING: U 853 1943
 AX0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0905+STABILITY: SURFACE MOTION
 AX0905
 AX0905  HISTORY     - Date     Condition        Report By
 AX0905  HISTORY     - 1943     MONUMENTED       CGS
 AX0905  HISTORY     - 1972     GOOD             NGS
 AX0905
 AX0905                          STATION DESCRIPTION
 AX0905
 AX0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0905'3.75 MI NE FROM MORALES.
 AX0905'ABOUT 0.25 MILE EAST ALONG OLD MORALES ROAD FROM THE MORALES BAPTIST
 AX0905'CHURCH AT MORALES, THENCE 0.5 MILE NORTH ALONG A BLACK TOP ROAD,
 AX0905'THENCE 3.0 MILES EAST ALONG UPPER CORDELE ROAD, 1.0 MILE SOUTHWEST OF
 AX0905'A SHARP TURN IN THE ROAD, 0.55 MILE NORTHEAST OF THE CROSSING OF A
 AX0905'PIPE LINE, ABOUT 0.85 MILE NORTHEAST OF A WOODEN BRIDGE OVER STEM
 AX0905'BRANCH, 0.2 MILE SOUTHWEST OF A DRIVEWAY LEADING TO A FARM HOUSE, 25
 AX0905'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHEAST OF A
 AX0905'FENCE LINE, 2.1 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 AX0905'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 AX0905'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1653 ***********************************************************************
 AN1653  DESIGNATION -  U 855
 AN1653  PID         -  AN1653
 AN1653  STATE/COUNTY-  TX/KARNES
 AN1653  USGS QUAD   -  HELENA (1987)
 AN1653
 AN1653                         *CURRENT SURVEY CONTROL
 AN1653  ___________________________________________________________________
 AN1653* NAD 83(1986)-  28 59 25.     (N)    097 49 25.     (W)     SCALED    
 AN1653* NAVD 88     -        83.78   (+/-2cm)     274.9    (feet)  VERTCON   
 AN1653  ___________________________________________________________________
 AN1653  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AN1653
 AN1653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1653
 AN1653.The horizontal coordinates were scaled from a topographic map and have
 AN1653.an estimated accuracy of +/- 6 seconds.
 AN1653
 AN1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1653.The vertical order pertains to the NGVD 29 superseded value.
 AN1653
 AN1653.The geoid height was determined by GEOID03.
 AN1653
 AN1653;                    North         East    Units  Estimated Accuracy
 AN1653;SPC TXSC     - 4,128,800.      714,620.      MT  (+/- 180 meters Scaled)
 AN1653
 AN1653                          SUPERSEDED SURVEY CONTROL
 AN1653
 AN1653  NGVD 29 (??/??/92)   83.751  (m)          274.77   (f) ADJ UNCH    2 0
 AN1653
 AN1653.Superseded values are not recommended for survey control.
 AN1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1653.See file dsdata.txt to determine how the superseded data were derived.
 AN1653
 AN1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT145074(NAD 83)
 AN1653_MARKER: DB = BENCH MARK DISK
 AN1653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1653_SP_SET: CULVERT
 AN1653_STAMPING: U 855 1943
 AN1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1653
 AN1653  HISTORY     - Date     Condition        Report By
 AN1653  HISTORY     - 1943     MONUMENTED       CGS
 AN1653
 AN1653                          STATION DESCRIPTION
 AN1653
 AN1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1653'2.7 MI N FROM HELENA.
 AN1653'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE FOUR CORNERS AT
 AN1653'HELENA, KARNES COUNTY, IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 AN1653'WALL OF A 6- BY 12-FOOT DOUBLE CONCRETE BOX CULVERT, 17.9 FEET WEST OF
 AN1653'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2-1/2 FEET LOWER THAN THE
 AN1653'HIGHWAY.  A STANDARD DISK, STAMPED U 855 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2446 ***********************************************************************
 AN2446  DESIGNATION -  U 855 RESET
 AN2446  PID         -  AN2446
 AN2446  STATE/COUNTY-  TX/KARNES
 AN2446  USGS QUAD   -  HELENA (1987)
 AN2446
 AN2446                         *CURRENT SURVEY CONTROL
 AN2446  ___________________________________________________________________
 AN2446* NAD 83(1986)-  28 59 25.     (N)    097 49 25.     (W)     SCALED    
 AN2446* NAVD 88     -        83.95   (+/-2cm)     275.4    (feet)  VERTCON   
 AN2446  ___________________________________________________________________
 AN2446  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AN2446
 AN2446  VERT ORDER  -  THIRD (See Below)
 AN2446
 AN2446.The horizontal coordinates were scaled from a topographic map and have
 AN2446.an estimated accuracy of +/- 6 seconds.
 AN2446
 AN2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2446.The vertical order pertains to the NGVD 29 superseded value.
 AN2446
 AN2446.The geoid height was determined by GEOID03.
 AN2446
 AN2446;                    North         East    Units  Estimated Accuracy
 AN2446;SPC TXSC     - 4,128,800.      714,620.      MT  (+/- 180 meters Scaled)
 AN2446
 AN2446                          SUPERSEDED SURVEY CONTROL
 AN2446
 AN2446  NGVD 29 (01/29/03)   83.92   (m)          275.3    (f) RESET       3  
 AN2446
 AN2446.Superseded values are not recommended for survey control.
 AN2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2446.See file dsdata.txt to determine how the superseded data were derived.
 AN2446
 AN2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT145074(NAD 83)
 AN2446_MARKER: DV = VERTICAL CONTROL DISK
 AN2446_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2446_SP_SET: HEADWALL
 AN2446_STAMPING: U 855 RESET 1971
 AN2446_MARK LOGO: NGS   
 AN2446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2446+STABILITY: SURFACE MOTION
 AN2446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2446+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AN2446
 AN2446  HISTORY     - Date     Condition        Report By
 AN2446  HISTORY     - 1971     MONUMENTED       TXHD
 AN2446  HISTORY     - 20040917 GOOD             USPSQD
 AN2446
 AN2446                          STATION DESCRIPTION
 AN2446
 AN2446'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1971
 AN2446'2.5 MILES NORTH ALONG STATE HIGHWAY 80 FROM FOUR CORNERS IN HELENA, IN
 AN2446'THE TOP OF THE HEADWALL OF A 6 - BY 6 - FOOT DOUBLE CONCRETE BOX
 AN2446'CULVERT UNDER THE HIGHWAY, 12.5 FEET FROM THE SOUTH END OF THE WEST
 AN2446'HEADWALL, 42.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 AN2446'BELOW THE HIGHWAY.
 AN2446
 AN2446                          STATION RECOVERY (2004)
 AN2446
 AN2446'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN2446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1953 ***********************************************************************
 AX1953  DESIGNATION -  U 857
 AX1953  PID         -  AX1953
 AX1953  STATE/COUNTY-  TX/DE WITT
 AX1953  USGS QUAD   -  NEW DAVY (1987)
 AX1953
 AX1953                         *CURRENT SURVEY CONTROL
 AX1953  ___________________________________________________________________
 AX1953* NAD 83(1986)-  29 04 08.     (N)    097 37 17.     (W)     SCALED    
 AX1953* NAVD 88     -       129.81   (+/-2cm)     425.9    (feet)  VERTCON   
 AX1953  ___________________________________________________________________
 AX1953  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AX1953
 AX1953  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1953
 AX1953.The horizontal coordinates were scaled from a topographic map and have
 AX1953.an estimated accuracy of +/- 6 seconds.
 AX1953
 AX1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1953.The vertical order pertains to the NGVD 29 superseded value.
 AX1953
 AX1953.The geoid height was determined by GEOID03.
 AX1953
 AX1953;                    North         East    Units  Estimated Accuracy
 AX1953;SPC TXSC     - 4,137,720.      734,220.      MT  (+/- 180 meters Scaled)
 AX1953
 AX1953                          SUPERSEDED SURVEY CONTROL
 AX1953
 AX1953  NGVD 29 (??/??/92)  129.778  (m)          425.78   (f) ADJ UNCH    2 0
 AX1953
 AX1953.Superseded values are not recommended for survey control.
 AX1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1953.See file dsdata.txt to determine how the superseded data were derived.
 AX1953
 AX1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT341164(NAD 83)
 AX1953_MARKER: DB = BENCH MARK DISK
 AX1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1953_STAMPING: U 857 1943
 AX1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1953+STABILITY: SURFACE MOTION
 AX1953
 AX1953  HISTORY     - Date     Condition        Report By
 AX1953  HISTORY     - 1943     MONUMENTED       CGS
 AX1953  HISTORY     - 1961     GOOD             USGS
 AX1953
 AX1953                          STATION DESCRIPTION
 AX1953
 AX1953'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AX1953'9.1 MI NW FROM YORKTOWN.
 AX1953'YORKTOWN, 8.1 MI. NW ALONG ST. HWY. 119 FROM THE JCT. OF ST. HWY. 72.
 AX1953'TO DUFFIES GROCERY (DAVY) THENCE 1.0 MI. NW ALONG OLD HWY.  47 FT. SW
 AX1953'OF ROAD.  19 FT. SE OF DRIVE LEADING SW.  5 FT SW OF FENCE.  IN TOP OF
 AX1953'CONC. POST 0.4 FT BELOW GROUND STD DISK STAMPED U 857 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1639 ***********************************************************************
 AN1639  DESIGNATION -  U 858
 AN1639  PID         -  AN1639
 AN1639  STATE/COUNTY-  TX/KARNES
 AN1639  USGS QUAD   -  HELENA (1987)
 AN1639
 AN1639                         *CURRENT SURVEY CONTROL
 AN1639  ___________________________________________________________________
 AN1639* NAD 83(1986)-  28 58 07.     (N)    097 46 54.     (W)     SCALED    
 AN1639* NAVD 88     -        84.26   (+/-2cm)     276.4    (feet)  VERTCON   
 AN1639  ___________________________________________________________________
 AN1639  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AN1639
 AN1639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1639
 AN1639.The horizontal coordinates were scaled from a topographic map and have
 AN1639.an estimated accuracy of +/- 6 seconds.
 AN1639
 AN1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1639.The vertical order pertains to the NGVD 29 superseded value.
 AN1639
 AN1639.The geoid height was determined by GEOID03.
 AN1639
 AN1639;                    North         East    Units  Estimated Accuracy
 AN1639;SPC TXSC     - 4,126,440.      718,730.      MT  (+/- 180 meters Scaled)
 AN1639
 AN1639                          SUPERSEDED SURVEY CONTROL
 AN1639
 AN1639  NGVD 29 (??/??/92)   84.231  (m)          276.35   (f) ADJ UNCH    2 0
 AN1639
 AN1639.Superseded values are not recommended for survey control.
 AN1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1639.See file dsdata.txt to determine how the superseded data were derived.
 AN1639
 AN1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT187051(NAD 83)
 AN1639_MARKER: DB = BENCH MARK DISK
 AN1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1639_STAMPING: U 858 1943
 AN1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1639+STABILITY: SURFACE MOTION
 AN1639
 AN1639  HISTORY     - Date     Condition        Report By
 AN1639  HISTORY     - 1943     MONUMENTED       CGS
 AN1639
 AN1639                          STATION DESCRIPTION
 AN1639
 AN1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1639'0.3 MI SE FROM HELENA.
 AN1639'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE FOUR CORNERS AT
 AN1639'HELENA, KARNES COUNTY, THENCE ABOUT 3.2 MILES NORTHEAST ALONG A DIRT
 AN1639'ROAD.  ABOUT 0.25 MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING
 AN1639'NORTH, AT THE WEST SLOPE OF A HILL, 5.7 FEET SOUTHEAST OF A 1-FOOT
 AN1639'MESQUITE TREE, 22.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.6
 AN1639'FEET EAST OF A 4- BY 4-INCH WHITE WOODEN WITNESS POST, AND ABOUT 1
 AN1639'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED U 858 1943 AND
 AN1639'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 AN1639'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1963 ***********************************************************************
 AX1963  DESIGNATION -  U 859
 AX1963  PID         -  AX1963
 AX1963  STATE/COUNTY-  TX/DE WITT
 AX1963  USGS QUAD   -  NEW DAVY (1987)
 AX1963
 AX1963                         *CURRENT SURVEY CONTROL
 AX1963  ___________________________________________________________________
 AX1963* NAD 83(1986)-  29 04 54.     (N)    097 36 12.     (W)     SCALED    
 AX1963* NAVD 88     -       138.31   (+/-2cm)     453.8    (feet)  VERTCON   
 AX1963  ___________________________________________________________________
 AX1963  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AX1963
 AX1963  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1963
 AX1963.The horizontal coordinates were scaled from a topographic map and have
 AX1963.an estimated accuracy of +/- 6 seconds.
 AX1963
 AX1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1963.The vertical order pertains to the NGVD 29 superseded value.
 AX1963
 AX1963.The geoid height was determined by GEOID03.
 AX1963
 AX1963;                    North         East    Units  Estimated Accuracy
 AX1963;SPC TXSC     - 4,139,160.      735,960.      MT  (+/- 180 meters Scaled)
 AX1963
 AX1963                          SUPERSEDED SURVEY CONTROL
 AX1963
 AX1963  NGVD 29 (??/??/92)  138.288  (m)          453.70   (f) ADJ UNCH    2 0
 AX1963
 AX1963.Superseded values are not recommended for survey control.
 AX1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1963.See file dsdata.txt to determine how the superseded data were derived.
 AX1963
 AX1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT359178(NAD 83)
 AX1963_MARKER: DB = BENCH MARK DISK
 AX1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1963_STAMPING: U 859 1943
 AX1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1963+STABILITY: SURFACE MOTION
 AX1963
 AX1963  HISTORY     - Date     Condition        Report By
 AX1963  HISTORY     - 1943     MONUMENTED       CGS
 AX1963
 AX1963                          STATION DESCRIPTION
 AX1963
 AX1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1963'2.0 MI NE FROM DAVY.
 AX1963'TO REACH FROM THE SCHOOL BUILDING AT DAVY, PROCEED 2.0 MILES
 AX1963'NORTHEASTERLY ALONG A DIRT ROAD TO THE SOUTH SLOPE OF A HILL AND SITE
 AX1963'OF BENCH MARK.  BENCH MARK IS 0.15 MILE SOUTH OF THE INTERSECTION OF A
 AX1963'DIRT T ROAD.  IT IS 22.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AX1963'CENTERLINE OF THE ROAD, 20.0 FEET NORTH OF AND ACROSS A DIRT TRACK
 AX1963'ROAD FROM A 1.0 FOOT MESQUITE TREE, 11.5 FEET NORTH OF THE CENTERLINE
 AX1963'OF A DIRT TRACK ROAD LEADING EAST TO A FARM HOUSE AND 2.5 FEET SOUTH
 AX1963'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AX1963'NOTE-- THIS BENCH MARK IS ALSO 4.15 MILES SOUTH, THENCE 0.5 MILE WEST
 AX1963'AND 0.15 MILE SOUTH OF THE POST OFFICE AT NOPAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1383 ***********************************************************************
 BY1383  DESIGNATION -  U 86
 BY1383  PID         -  BY1383
 BY1383  STATE/COUNTY-  TX/HOUSTON
 BY1383  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1383
 BY1383                         *CURRENT SURVEY CONTROL
 BY1383  ___________________________________________________________________
 BY1383* NAD 83(1986)-  31 11 27.     (N)    095 28 43.     (W)     SCALED    
 BY1383* NAVD 88     -       102.20   (+/-2cm)     335.3    (feet)  VERTCON   
 BY1383  ___________________________________________________________________
 BY1383  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BY1383
 BY1383  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1383
 BY1383.The horizontal coordinates were scaled from a topographic map and have
 BY1383.an estimated accuracy of +/- 6 seconds.
 BY1383
 BY1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1383.The vertical order pertains to the NGVD 29 superseded value.
 BY1383
 BY1383.The geoid height was determined by GEOID03.
 BY1383
 BY1383;                    North         East    Units  Estimated Accuracy
 BY1383;SPC TX C     - 3,179,060.    1,162,520.      MT  (+/- 180 meters Scaled)
 BY1383
 BY1383                          SUPERSEDED SURVEY CONTROL
 BY1383
 BY1383  NGVD 29 (??/??/92)  102.218  (m)          335.36   (f) ADJ UNCH    1 2
 BY1383
 BY1383.Superseded values are not recommended for survey control.
 BY1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1383.See file dsdata.txt to determine how the superseded data were derived.
 BY1383
 BY1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ638533(NAD 83)
 BY1383_MARKER: DB = BENCH MARK DISK
 BY1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1383_STAMPING: U 86 1932 335.373
 BY1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1383+STABILITY: SURFACE MOTION
 BY1383
 BY1383  HISTORY     - Date     Condition        Report By
 BY1383  HISTORY     - 1932     MONUMENTED       CGS
 BY1383  HISTORY     - 1960     GOOD             NGS
 BY1383  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1383
 BY1383                          STATION DESCRIPTION
 BY1383
 BY1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1383'5.2 MI N FROM LOVELADY.
 BY1383'ABOUT 5.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1383'STATION AT LOVELADY, 1 1/2 POLES NORTH-NORTHWEST OF MILEPOST 46/10, 45
 BY1383'1/2 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL, 47 FEET
 BY1383'WEST-SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 45, 86 FEET
 BY1383'NORTH-NORTHEAST OF TELEPHONE POLE NO. 2785, 2.0 FEET WEST-SOUTHWEST OF
 BY1383'A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A
 BY1383'CONCRETE POST PROJECTING 14 INCHES.
 BY1383
 BY1383                          STATION RECOVERY (1980)
 BY1383
 BY1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0456 ***********************************************************************
 AX0456  DESIGNATION -  U 860
 AX0456  PID         -  AX0456
 AX0456  STATE/COUNTY-  TX/COLORADO
 AX0456  USGS QUAD   -  GARWOOD (1981)
 AX0456
 AX0456                         *CURRENT SURVEY CONTROL
 AX0456  ___________________________________________________________________
 AX0456* NAD 83(1986)-  29 25 47.     (N)    096 27 44.     (W)     SCALED    
 AX0456* NAVD 88     -        50.86   (+/-2cm)     166.9    (feet)  VERTCON   
 AX0456  ___________________________________________________________________
 AX0456  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0456
 AX0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0456
 AX0456.The horizontal coordinates were scaled from a topographic map and have
 AX0456.an estimated accuracy of +/- 6 seconds.
 AX0456
 AX0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0456.The vertical order pertains to the NGVD 29 superseded value.
 AX0456
 AX0456.The geoid height was determined by GEOID03.
 AX0456
 AX0456;                    North         East    Units  Estimated Accuracy
 AX0456;SPC TXSC     - 4,179,590.      846,200.      MT  (+/- 180 meters Scaled)
 AX0456
 AX0456                          SUPERSEDED SURVEY CONTROL
 AX0456
 AX0456  NGVD 29 (??/??/92)   50.853  (m)          166.84   (f) ADJ UNCH    2 0
 AX0456
 AX0456.Superseded values are not recommended for survey control.
 AX0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0456.See file dsdata.txt to determine how the superseded data were derived.
 AX0456
 AX0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT461582(NAD 83)
 AX0456_MARKER: DB = BENCH MARK DISK
 AX0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0456_SP_SET: CULVERT
 AX0456_STAMPING: U-860 1943
 AX0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0456
 AX0456  HISTORY     - Date     Condition        Report By
 AX0456  HISTORY     - 1943     MONUMENTED       CGS
 AX0456
 AX0456                          STATION DESCRIPTION
 AX0456
 AX0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0456'4.4 MI NW FROM GARWOOD.
 AX0456'0.6 MILE NORTH ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT GARWOOD,
 AX0456'THENCE 3.8 MILES NORTHWEST ALONG THE COUNTY ROAD, SET AT A T ROAD, IN
 AX0456'THE NORTHWEST CORNER OF THE SOUTHWEST WALL OF THE CONCRETE CULVERT
 AX0456'OVER THE CANAL, 54 FEET SOUTHEAST OF THE CENTER-LINE OF THE MAIN ROAD,
 AX0456'12 FEET SOUTHWEST OF THE CENTER-LINE OF THE ROAD LEADING SOUTHEAST,
 AX0456'1.6 FEET SOUTHEAST OF THE NORTHWEST END OF THE WALL.  A BENCH MARK
 AX0456'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1016 ***********************************************************************
 AN1016  DESIGNATION -  U 861
 AN1016  PID         -  AN1016
 AN1016  STATE/COUNTY-  TX/GOLIAD
 AN1016  USGS QUAD   -  GOLIAD (1987)
 AN1016
 AN1016                         *CURRENT SURVEY CONTROL
 AN1016  ___________________________________________________________________
 AN1016* NAD 83(1986)-  28 39 34.     (N)    097 23 27.     (W)     SCALED    
 AN1016* NAVD 88     -        43.25   (+/-2cm)     141.9    (feet)  VERTCON   
 AN1016  ___________________________________________________________________
 AN1016  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1016
 AN1016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1016
 AN1016.The horizontal coordinates were scaled from a topographic map and have
 AN1016.an estimated accuracy of +/- 6 seconds.
 AN1016
 AN1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1016.The vertical order pertains to the NGVD 29 superseded value.
 AN1016
 AN1016.The geoid height was determined by GEOID03.
 AN1016
 AN1016;                    North         East    Units  Estimated Accuracy
 AN1016;SPC TXSC     - 4,092,640.      757,290.      MT  (+/- 180 meters Scaled)
 AN1016
 AN1016                          SUPERSEDED SURVEY CONTROL
 AN1016
 AN1016  NGVD 29 (??/??/92)   43.310  (m)          142.09   (f) ADJ UNCH    2 0
 AN1016
 AN1016.Superseded values are not recommended for survey control.
 AN1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1016.See file dsdata.txt to determine how the superseded data were derived.
 AN1016
 AN1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS572713(NAD 83)
 AN1016_MARKER: DB = BENCH MARK DISK
 AN1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1016_STAMPING: U-861 1943
 AN1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1016+STABILITY: SURFACE MOTION
 AN1016
 AN1016  HISTORY     - Date     Condition        Report By
 AN1016  HISTORY     - 1943     MONUMENTED       CGS
 AN1016  HISTORY     - 1960     MARK NOT FOUND   USGS
 AN1016
 AN1016                          STATION DESCRIPTION
 AN1016
 AN1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1016'0.3 MI SW FROM GOLIAD.
 AN1016'0.3 MILE SOUTHWEST ALONG THE COUNTY ROAD FROM THE COURT HOUSE AT
 AN1016'GOLIAD, SET AT A SHARP CURVE, ABOUT 125 FEET SOUTHWEST OF A WHITE
 AN1016'HOUSE, ABOUT 125 FEET NORTHWEST OF THE RAILROAD TRACK, 29 FEET WEST OF
 AN1016'THE CENTER-LINE OF THE ROAD, 1.2 FEET EAST OF THE FENCE, 1.7 FEET
 AN1016'NORTH OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE
 AN1016'POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 AN1016
 AN1016                          STATION RECOVERY (1960)
 AN1016
 AN1016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AN1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0911 ***********************************************************************
 AN0911  DESIGNATION -  U 862
 AN0911  PID         -  AN0911
 AN0911  STATE/COUNTY-  TX/GOLIAD
 AN0911  USGS QUAD   -  LOTT LAKE (1987)
 AN0911
 AN0911                         *CURRENT SURVEY CONTROL
 AN0911  ___________________________________________________________________
 AN0911* NAD 83(1986)-  28 34 04.     (N)    097 11 23.     (W)     SCALED    
 AN0911* NAVD 88     -        31.91   (+/-2cm)     104.7    (feet)  VERTCON   
 AN0911  ___________________________________________________________________
 AN0911  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0911
 AN0911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0911
 AN0911.The horizontal coordinates were scaled from a topographic map and have
 AN0911.an estimated accuracy of +/- 6 seconds.
 AN0911
 AN0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0911.The vertical order pertains to the NGVD 29 superseded value.
 AN0911
 AN0911.The geoid height was determined by GEOID03.
 AN0911
 AN0911;                    North         East    Units  Estimated Accuracy
 AN0911;SPC TXSC     - 4,082,770.      777,110.      MT  (+/- 180 meters Scaled)
 AN0911
 AN0911                          SUPERSEDED SURVEY CONTROL
 AN0911
 AN0911  NGVD 29 (??/??/92)   32.023  (m)          105.06   (f) ADJ UNCH    2 0
 AN0911
 AN0911.Superseded values are not recommended for survey control.
 AN0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0911.See file dsdata.txt to determine how the superseded data were derived.
 AN0911
 AN0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS770614(NAD 83)
 AN0911_MARKER: DB = BENCH MARK DISK
 AN0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0911_STAMPING: U 862 1943
 AN0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0911+STABILITY: SURFACE MOTION
 AN0911
 AN0911  HISTORY     - Date     Condition        Report By
 AN0911  HISTORY     - 1943     MONUMENTED       CGS
 AN0911  HISTORY     - 1962     POOR             USGS
 AN0911
 AN0911                          STATION DESCRIPTION
 AN0911
 AN0911'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AN0911'13.0 MI NW FROM MCFADDEN.
 AN0911'IN GOLIAD COUNTY, 15.3 MI. S.E. OF COURTHOUSE AT GOLIAD, ALONG A
 AN0911'GRADED COUNTY ROAD.  0.3 MILES N.W. OF A CATTLEGUARD, 43 FT. S.W. OF
 AN0911'THE CENTERLINE OF THE ROAD, A STANDARD DISC STAMPED U-862 1943 AND SET
 AN0911'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND. NOTE--
 AN0911'ALONG GRADED COUNTY ROAD FROM THE POSTOFFICE AT MCFADDEN, VICTORIA
 AN0911'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1501 ***********************************************************************
 AN1501  DESIGNATION -  U 863
 AN1501  PID         -  AN1501
 AN1501  STATE/COUNTY-  TX/BEE
 AN1501  USGS QUAD   -  PAPALOTE (1979)
 AN1501
 AN1501                         *CURRENT SURVEY CONTROL
 AN1501  ___________________________________________________________________
 AN1501* NAD 83(1986)-  28 09 31.     (N)    097 35 27.     (W)     SCALED    
 AN1501* NAVD 88     -        23.657  (meters)      77.61   (feet)  ADJUSTED  
 AN1501  ___________________________________________________________________
 AN1501  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1501  DYNAMIC HT  -          23.622 (meters)      77.50  (feet)  COMP
 AN1501  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 AN1501
 AN1501  VERT ORDER  -  FIRST     CLASS II
 AN1501
 AN1501.The horizontal coordinates were scaled from a topographic map and have
 AN1501.an estimated accuracy of +/- 6 seconds.
 AN1501
 AN1501.The orthometric height was determined by differential leveling
 AN1501.and adjusted by the National Geodetic Survey in June 1991..
 AN1501
 AN1501.The geoid height was determined by GEOID03.
 AN1501
 AN1501.The dynamic height is computed by dividing the NAVD 88
 AN1501.geopotential number by the normal gravity value computed on the
 AN1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1501.degrees latitude (g = 980.6199 gals.).
 AN1501
 AN1501.The modeled gravity was interpolated from observed gravity values.
 AN1501
 AN1501;                    North         East    Units  Estimated Accuracy
 AN1501;SPC TXSC     - 4,036,890.      738,410.      MT  (+/- 180 meters Scaled)
 AN1501
 AN1501                          SUPERSEDED SURVEY CONTROL
 AN1501
 AN1501.No superseded survey control is available for this station.
 AN1501
 AN1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS383155(NAD 83)
 AN1501_MARKER: DB = BENCH MARK DISK
 AN1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1501_STAMPING: U-863 1943
 AN1501_PROJECTION: FLUSH
 AN1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1501+STABILITY: SURFACE MOTION
 AN1501
 AN1501  HISTORY     - Date     Condition        Report By
 AN1501  HISTORY     - 1943     MONUMENTED       CGS
 AN1501  HISTORY     - 1981     GOOD             NGS
 AN1501  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1501
 AN1501                          STATION DESCRIPTION
 AN1501
 AN1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1501'8.5 MI SE FROM SKIDMORE.
 AN1501'8.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1501'STATION AT SKIDMORE, SET ON THE SOUTHWEST SIDE OF THE TRACK FROM THE
 AN1501'4TH. POLE NORTHWEST OF MILEPOST NO. 113, 87 FEET NORTHEAST OF THE
 AN1501'CENTER-LINE OF U.S. HIGHWAY NO. 181, 63 FEET SOUTHWEST OF THE
 AN1501'SOUTHWEST RAIL OF THE TRACK, 19 FEET SOUTHEAST OF THE CENTER-LINE OF
 AN1501'THE PRIVATE ROAD LEADING NORTHEAST ACROSS THE TRACKS, 1.8 FEET
 AN1501'NORTHWEST OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE
 AN1501'POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 AN1501
 AN1501                          STATION RECOVERY (1981)
 AN1501
 AN1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1501'14.1 KM (8.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION
 AN1501'OF STATE HIGHWAY 359 IN SKIDMORE, 0.3 KM (0.2 MI) SOUTHEAST OF
 AN1501'PAPALOTE CREEK, AT THE JUNCTION OF A BLACK-TOPPED ROAD LEADING
 AN1501'NORTHEAST ACROSS THE SOUTHERN PACIFIC RAILROAD, 27.1 METERS (89.0 FT)
 AN1501'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.4 METERS (18.0 FT)
 AN1501'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3.3 METERS (11.0 FT)
 AN1501'SOUTHWEST OF THE CENTER OF TWO 60-CM CONCRETE CULVERTS UNDER THE ROAD,
 AN1501'13.7 METERS (45.0 FT) SOUTH OF A TELEPHONE POLE WITH WARNING SIGNS AND
 AN1501'A JUNCTION BOX, 19.5 METERS (64.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 AN1501'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AN1501
 AN1501                          STATION RECOVERY (1987)
 AN1501
 AN1501'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1449 ***********************************************************************
 AN1449  DESIGNATION -  U 864
 AN1449  PID         -  AN1449
 AN1449  STATE/COUNTY-  TX/REFUGIO
 AN1449  USGS QUAD   -  REFUGIO SW (1978)
 AN1449
 AN1449                         *CURRENT SURVEY CONTROL
 AN1449  ___________________________________________________________________
 AN1449* NAD 83(1986)-  28 18 11.     (N)    097 23 20.     (W)     SCALED    
 AN1449* NAVD 88     -        21.30   (+/-2cm)      69.9    (feet)  VERTCON   
 AN1449  ___________________________________________________________________
 AN1449  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1449
 AN1449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1449
 AN1449.The horizontal coordinates were scaled from a topographic map and have
 AN1449.an estimated accuracy of +/- 6 seconds.
 AN1449
 AN1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1449.The vertical order pertains to the NGVD 29 superseded value.
 AN1449
 AN1449.The geoid height was determined by GEOID03.
 AN1449
 AN1449;                    North         East    Units  Estimated Accuracy
 AN1449;SPC TXSC     - 4,053,150.      758,030.      MT  (+/- 180 meters Scaled)
 AN1449
 AN1449                          SUPERSEDED SURVEY CONTROL
 AN1449
 AN1449  NGVD 29 (??/??/92)   21.43   (m)           70.3    (f) COMPUTED    2 0
 AN1449
 AN1449.Superseded values are not recommended for survey control.
 AN1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1449.See file dsdata.txt to determine how the superseded data were derived.
 AN1449
 AN1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS579318(NAD 83)
 AN1449_MARKER: DB = BENCH MARK DISK
 AN1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1449_STAMPING: U 864 1943
 AN1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1449+STABILITY: SURFACE MOTION
 AN1449
 AN1449  HISTORY     - Date     Condition        Report By
 AN1449  HISTORY     - 1943     MONUMENTED       CGS
 AN1449  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1449  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1449  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1449
 AN1449                          STATION DESCRIPTION
 AN1449
 AN1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1449'5.6 MI NW FROM WOODSBORO.
 AN1449'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE MISSOURI PACIFIC
 AN1449'RAILROAD STATION AT WOODSBORO, REFUGIO COUNTY, THENCE 5.3 MILES
 AN1449'NORTHWEST ALONG A COUNTY ROAD.  AT THE JOHN WARD SCHOOL, IN THE
 AN1449'NORTHWEST CORNER OF THE SCHOOLYARD, 53 FEET SOUTH OF THE CENTERLINE OF
 AN1449'THE ROAD, 10.3 FEET EAST OF A FENCE CORNER, AND 1.6 FEET WEST OF A
 AN1449'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED U 864 1943 AND
 AN1449'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1449
 AN1449                          STATION RECOVERY (1973)
 AN1449
 AN1449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1449'MARK NOT FOUND.
 AN1449
 AN1449                          STATION RECOVERY (1994)
 AN1449
 AN1449'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1449'MARK NOT FOUND.
 AN1449
 AN1449                          STATION RECOVERY (1999)
 AN1449
 AN1449'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4748 ***********************************************************************
 AW4748  DESIGNATION -  U 865
 AW4748  PID         -  AW4748
 AW4748  STATE/COUNTY-  TX/FORT BEND
 AW4748  USGS QUAD   -  SUGAR LAND (1995)
 AW4748
 AW4748                         *CURRENT SURVEY CONTROL
 AW4748  ___________________________________________________________________
 AW4748* NAD 83(1986)-  29 31 25.     (N)    095 38 13.     (W)     SCALED    
 AW4748* NAVD 88     -        20.02   (+/-2cm)      65.7    (feet)  VERTCON   
 AW4748  ___________________________________________________________________
 AW4748  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW4748
 AW4748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4748
 AW4748.The horizontal coordinates were scaled from a topographic map and have
 AW4748.an estimated accuracy of +/- 6 seconds.
 AW4748
 AW4748.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4748.The vertical order pertains to the NGVD 29 superseded value.
 AW4748
 AW4748.The geoid height was determined by GEOID03.
 AW4748
 AW4748;                    North         East    Units  Estimated Accuracy
 AW4748;SPC TXSC     - 4,192,010.      925,940.      MT  (+/- 180 meters Scaled)
 AW4748
 AW4748                          SUPERSEDED SURVEY CONTROL
 AW4748
 AW4748  NGVD 29 (??/??/92)   20.013  (m)           65.66   (f) ADJ UNCH    2 0
 AW4748
 AW4748.Superseded values are not recommended for survey control.
 AW4748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4748.See file dsdata.txt to determine how the superseded data were derived.
 AW4748
 AW4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN444688(NAD 83)
 AW4748_MARKER: DB = BENCH MARK DISK
 AW4748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4748_STAMPING: U 865 1943
 AW4748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4748+STABILITY: SURFACE MOTION
 AW4748
 AW4748  HISTORY     - Date     Condition        Report By
 AW4748  HISTORY     - 1943     MONUMENTED       CGS
 AW4748  HISTORY     - 1969     MARK NOT FOUND   USGS
 AW4748  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4748  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4748
 AW4748                          STATION DESCRIPTION
 AW4748
 AW4748'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4748'1.0 MI E FROM BOOTH.
 AW4748'1.0 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4748'STATION AT BOOTH, FORT BEND COUNTY, OPPOSITE MILE POLE 54, 120 FEET
 AW4748'NORTH OF THE TRACK, NEAR THE SOUTHWEST CORNER OF THE YARD OF A COUNTRY
 AW4748'SCHOOL, 59 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, 1.4 FEET
 AW4748'SOUTH OF THE RIGHT-OF-WAY FENCE, 1.4 FEET WEST OF A WHITE WOODEN
 AW4748'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 AW4748'0.4 FOOT ABOVE GROUND.
 AW4748
 AW4748                          STATION RECOVERY (1969)
 AW4748
 AW4748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AW4748'MARK NOT FOUND.
 AW4748
 AW4748                          STATION RECOVERY (1993)
 AW4748
 AW4748'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4748'MARK NOT FOUND.
 AW4748
 AW4748                          STATION RECOVERY (1998)
 AW4748
 AW4748'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2820 ***********************************************************************
 AX2820  DESIGNATION -  U 866 RESET
 AX2820  PID         -  AX2820
 AX2820  STATE/COUNTY-  TX/LAVACA
 AX2820  USGS QUAD   -  TERRYVILLE (1987)
 AX2820
 AX2820                         *CURRENT SURVEY CONTROL
 AX2820  ___________________________________________________________________
 AX2820* NAD 83(1986)-  29 11 03.     (N)    097 04 44.     (W)     SCALED    
 AX2820* NAVD 88     -        58.95   (+/-2cm)     193.4    (feet)  VERTCON   
 AX2820  ___________________________________________________________________
 AX2820  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX2820
 AX2820  VERT ORDER  -  THIRD (See Below)
 AX2820
 AX2820.The horizontal coordinates were scaled from a topographic map and have
 AX2820.an estimated accuracy of +/- 6 seconds.
 AX2820
 AX2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2820.The vertical order pertains to the NGVD 29 superseded value.
 AX2820
 AX2820.The geoid height was determined by GEOID03.
 AX2820
 AX2820;                    North         East    Units  Estimated Accuracy
 AX2820;SPC TXSC     - 4,151,240.      786,830.      MT  (+/- 180 meters Scaled)
 AX2820
 AX2820                          SUPERSEDED SURVEY CONTROL
 AX2820
 AX2820  NGVD 29 (01/29/03)   58.96   (m)          193.4    (f) RESET       3  
 AX2820
 AX2820.Superseded values are not recommended for survey control.
 AX2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2820.See file dsdata.txt to determine how the superseded data were derived.
 AX2820
 AX2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT868299(NAD 83)
 AX2820_MARKER: DB = BENCH MARK DISK
 AX2820_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AX2820_SP_SET: BRIDGE ABUTMENT
 AX2820_STAMPING: U 866 RESET 1981
 AX2820_MARK LOGO: NGS   
 AX2820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2820
 AX2820  HISTORY     - Date     Condition        Report By
 AX2820  HISTORY     - 1981     MONUMENTED       NGS
 AX2820
 AX2820                          STATION DESCRIPTION
 AX2820
 AX2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AX2820'0.6 MI (1.0 KM) SOUTHWEST ALONG FRAM TO MARKET ROAD 682 FROM THE ROAD
 AX2820'JUNCTION IN TERRYVILLE, 6.45 MI (10.38 KM) SOUTHWEST OF THE BAPTIST
 AX2820'CHURCH AT HOPE, LAVACA COUNTY, 0.55 MI (0.89 KM) EAST OF THE JUNCTION
 AX2820'WITH FARM ROAD 1447, AT A CONCRETE BRIDGE OVER TONQUA CREEK, IN THE
 AX2820'NORTHWEST END 16.0 FT (4.9 M) NORTHWEST OF
 AX2820'THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0786 ***********************************************************************
 AX0786  DESIGNATION -  U 867
 AX0786  PID         -  AX0786
 AX0786  STATE/COUNTY-  TX/LAVACA
 AX0786  USGS QUAD   -  EZZELL (1981)
 AX0786
 AX0786                         *CURRENT SURVEY CONTROL
 AX0786  ___________________________________________________________________
 AX0786* NAD 83(1986)-  29 17 21.     (N)    096 58 11.     (W)     SCALED    
 AX0786* NAVD 88     -        65.27   (+/-2cm)     214.1    (feet)  VERTCON   
 AX0786  ___________________________________________________________________
 AX0786  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0786
 AX0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0786
 AX0786.The horizontal coordinates were scaled from a topographic map and have
 AX0786.an estimated accuracy of +/- 6 seconds.
 AX0786
 AX0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0786.The vertical order pertains to the NGVD 29 superseded value.
 AX0786
 AX0786.The geoid height was determined by GEOID03.
 AX0786
 AX0786;                    North         East    Units  Estimated Accuracy
 AX0786;SPC TXSC     - 4,163,060.      797,240.      MT  (+/- 180 meters Scaled)
 AX0786
 AX0786                          SUPERSEDED SURVEY CONTROL
 AX0786
 AX0786  NGVD 29 (??/??/92)   65.271  (m)          214.14   (f) ADJ UNCH    2 0
 AX0786
 AX0786.Superseded values are not recommended for survey control.
 AX0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0786.See file dsdata.txt to determine how the superseded data were derived.
 AX0786
 AX0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT972417(NAD 83)
 AX0786_MARKER: DB = BENCH MARK DISK
 AX0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0786_STAMPING: U 867 1943
 AX0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0786+STABILITY: SURFACE MOTION
 AX0786
 AX0786  HISTORY     - Date     Condition        Report By
 AX0786  HISTORY     - 1943     MONUMENTED       CGS
 AX0786  HISTORY     - 19970607 GOOD             USPSQD
 AX0786
 AX0786                          STATION DESCRIPTION
 AX0786
 AX0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0786'2.8 MI SE FROM KOERTH.
 AX0786'TO REACH FROM THE CATHOLIC CHURCH AT KOERTH-- PROCEED 0.9 MILE
 AX0786'SOUTHERLY ALONG THE KOERTH-HOPE ROAD TO A CROSS ROAD INTERSECTION,
 AX0786'THENCE 1.9 MILES EASTERLY ALONG THE EZZELL ROAD TO SITE OF BENCH MARK.
 AX0786'BENCH MARK IS ABOUT 210.0 FEET EAST OF A LARGE WOODEN CULVERT, AND
 AX0786'34.0 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF ROAD. IT
 AX0786'IS 14.5 FEET SOUTHEAST OF A DIAGONAL FENCE CORNER, 1.0 FOOT NORTHEAST
 AX0786'OF THE FENCE, AND 3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.
 AX0786'MONUMENT PROJECTS 0.4 FOOT.  STAMPED U867 1943.
 AX0786
 AX0786                          STATION RECOVERY (1997)
 AX0786
 AX0786'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0772 ***********************************************************************
 AX0772  DESIGNATION -  U 868
 AX0772  PID         -  AX0772
 AX0772  STATE/COUNTY-  TX/LAVACA
 AX0772  USGS QUAD   -  HALLETTSVILLE SE (1981)
 AX0772
 AX0772                         *CURRENT SURVEY CONTROL
 AX0772  ___________________________________________________________________
 AX0772* NAD 83(1986)-  29 15 16.     (N)    096 51 32.     (W)     SCALED    
 AX0772* NAVD 88     -        46.92   (+/-2cm)     153.9    (feet)  VERTCON   
 AX0772  ___________________________________________________________________
 AX0772  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0772
 AX0772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0772
 AX0772.The horizontal coordinates were scaled from a topographic map and have
 AX0772.an estimated accuracy of +/- 6 seconds.
 AX0772
 AX0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0772.The vertical order pertains to the NGVD 29 superseded value.
 AX0772
 AX0772.The geoid height was determined by GEOID03.
 AX0772
 AX0772;                    North         East    Units  Estimated Accuracy
 AX0772;SPC TXSC     - 4,159,400.      808,080.      MT  (+/- 180 meters Scaled)
 AX0772
 AX0772                          SUPERSEDED SURVEY CONTROL
 AX0772
 AX0772  NGVD 29 (??/??/92)   46.939  (m)          154.00   (f) ADJ UNCH    2 0
 AX0772
 AX0772.Superseded values are not recommended for survey control.
 AX0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0772.See file dsdata.txt to determine how the superseded data were derived.
 AX0772
 AX0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT080380(NAD 83)
 AX0772_MARKER: DB = BENCH MARK DISK
 AX0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0772_STAMPING: U 868 1943
 AX0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0772+STABILITY: SURFACE MOTION
 AX0772
 AX0772  HISTORY     - Date     Condition        Report By
 AX0772  HISTORY     - 1943     MONUMENTED       CGS
 AX0772
 AX0772                          STATION DESCRIPTION
 AX0772
 AX0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0772'3.15 MI SE FROM EZZELL.
 AX0772'TO REACH FROM THE SCHOOL AT EZZELL-- PROCEED 3.15 MILES SOUTHEASTERLY
 AX0772'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE
 AX0772'NORTHWEST OF THE CENTER OF A BRIDGE OVER LAVACA RIVER, AND ABOUT 0.25
 AX0772'MILE SOUTHEAST OF A WHITE FRAME HOUSE.  IT IS 26.0 FEET SOUTHWEST OF
 AX0772'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 6.2 FEET
 AX0772'SOUTHWEST OF A FENCE CORNER, 1.0 FOOT NORTHWEST OF A FENCE, AND 3.0
 AX0772'FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AX0772'0.5 FOOT.  STAMPED U 868 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0870 ***********************************************************************
 AX0870  DESIGNATION -  U 869
 AX0870  PID         -  AX0870
 AX0870  STATE/COUNTY-  TX/JACKSON
 AX0870  USGS QUAD   -  PECK BRANCH (1981)
 AX0870
 AX0870                         *CURRENT SURVEY CONTROL
 AX0870  ___________________________________________________________________
 AX0870* NAD 83(1986)-  29 03 51.     (N)    096 52 51.     (W)     SCALED    
 AX0870* NAVD 88     -        35.61   (+/-2cm)     116.8    (feet)  VERTCON   
 AX0870  ___________________________________________________________________
 AX0870  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0870
 AX0870  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0870
 AX0870.The horizontal coordinates were scaled from a topographic map and have
 AX0870.an estimated accuracy of +/- 6 seconds.
 AX0870
 AX0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0870.The vertical order pertains to the NGVD 29 superseded value.
 AX0870
 AX0870.The geoid height was determined by GEOID03.
 AX0870
 AX0870;                    North         East    Units  Estimated Accuracy
 AX0870;SPC TXSC     - 4,138,280.      806,320.      MT  (+/- 180 meters Scaled)
 AX0870
 AX0870                          SUPERSEDED SURVEY CONTROL
 AX0870
 AX0870  NGVD 29 (??/??/92)   35.641  (m)          116.93   (f) ADJ UNCH    2 0
 AX0870
 AX0870.Superseded values are not recommended for survey control.
 AX0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0870.See file dsdata.txt to determine how the superseded data were derived.
 AX0870
 AX0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT063169(NAD 83)
 AX0870_MARKER: DB = BENCH MARK DISK
 AX0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0870_STAMPING: U 869 1943
 AX0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0870+STABILITY: SURFACE MOTION
 AX0870
 AX0870  HISTORY     - Date     Condition        Report By
 AX0870  HISTORY     - 1943     MONUMENTED       CGS
 AX0870  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX0870
 AX0870                          STATION DESCRIPTION
 AX0870
 AX0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0870'8.35 MI W FROM NAVIDAD.
 AX0870'TO REACH FROM THE SCHOOL AT NAVIDAD-- PROCEED 8.35 MILES WESTERLY
 AX0870'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE
 AX0870'NORTHEAST OF A RIGHT-ANGLE CURVE TO THE NORTHWEST, AND ABOUT 0.2 MILE
 AX0870'SOUTHWEST OF A SMALL WOODEN CULVERT.  IT IS 18.5 FEET SOUTHEAST OF AND
 AX0870'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 2.6 FEET SOUTHEAST
 AX0870'OF THE RIGHT-OF-WAY FENCE, AND 2.7 FEET SOUTHWEST OF A 4X4-INCH WOODEN
 AX0870'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AX0870
 AX0870                          STATION RECOVERY (1964)
 AX0870
 AX0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0814 ***********************************************************************
 BL0814  DESIGNATION -  U 87
 BL0814  PID         -  BL0814
 BL0814  STATE/COUNTY-  TX/WALKER
 BL0814  USGS QUAD   -  PHELPS (1976)
 BL0814
 BL0814                         *CURRENT SURVEY CONTROL
 BL0814  ___________________________________________________________________
 BL0814* NAD 83(1986)-  30 41 40.     (N)    095 26 44.     (W)     SCALED    
 BL0814* NAVD 88     -       114.20   (+/-2cm)     374.7    (feet)  VERTCON   
 BL0814  ___________________________________________________________________
 BL0814  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BL0814
 BL0814  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0814
 BL0814.The horizontal coordinates were scaled from a topographic map and have
 BL0814.an estimated accuracy of +/- 6 seconds.
 BL0814
 BL0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0814.The vertical order pertains to the NGVD 29 superseded value.
 BL0814
 BL0814.The geoid height was determined by GEOID03.
 BL0814
 BL0814;                    North         East    Units  Estimated Accuracy
 BL0814;SPC TX C     - 3,124,220.    1,168,090.      MT  (+/- 180 meters Scaled)
 BL0814
 BL0814                          SUPERSEDED SURVEY CONTROL
 BL0814
 BL0814  NGVD 29 (??/??/92)  114.211  (m)          374.71   (f) ADJ UNCH    1 2
 BL0814
 BL0814.Superseded values are not recommended for survey control.
 BL0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0814.See file dsdata.txt to determine how the superseded data were derived.
 BL0814
 BL0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP657982(NAD 83)
 BL0814_MARKER: DB = BENCH MARK DISK
 BL0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0814_STAMPING: U 87 1932 374.783
 BL0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0814+STABILITY: SURFACE MOTION
 BL0814
 BL0814  HISTORY     - Date     Condition        Report By
 BL0814  HISTORY     - 1932     MONUMENTED       CGS
 BL0814  HISTORY     - 1947     GOOD             NGS
 BL0814  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL0814
 BL0814                          STATION DESCRIPTION
 BL0814
 BL0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0814'IN PHELPS.
 BL0814'6 1/2 POLES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BL0814'FROM THE STATION AT PHELPS, 2 1/2 POLES SOUTH OF MILEPOST 84, 36 YARDS
 BL0814'SOUTH OF A CORRUGATED IRON CULVERT, 192.0 FEET NORTHEAST OF SEMAPHORE
 BL0814'842, 77.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE RAILROAD,
 BL0814'36.0 FEET WEST OF THE CENTER LINE OF A ROAD WHICH PARALLELS THE
 BL0814'RAILROAD, 15.0 FEET EAST OF THE RIGHT OF WAY FENCE, 2.0 FEET SOUTH OF
 BL0814'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10
 BL0814'INCHES ABOVE THE GROUND.
 BL0814
 BL0814                          STATION RECOVERY (1973)
 BL0814
 BL0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0663 ***********************************************************************
 AX0663  DESIGNATION -  U 870
 AX0663  PID         -  AX0663
 AX0663  STATE/COUNTY-  TX/JACKSON
 AX0663  USGS QUAD   -  GANADO (1981)
 AX0663
 AX0663                         *CURRENT SURVEY CONTROL
 AX0663  ___________________________________________________________________
 AX0663* NAD 83(1986)-  29 01 59.     (N)    096 32 04.     (W)     SCALED    
 AX0663* NAVD 88     -        19.46   (+/-2cm)      63.8    (feet)  VERTCON   
 AX0663  ___________________________________________________________________
 AX0663  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0663
 AX0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0663
 AX0663.The horizontal coordinates were scaled from a topographic map and have
 AX0663.an estimated accuracy of +/- 6 seconds.
 AX0663
 AX0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0663.The vertical order pertains to the NGVD 29 superseded value.
 AX0663
 AX0663.The geoid height was determined by GEOID03.
 AX0663
 AX0663;                    North         East    Units  Estimated Accuracy
 AX0663;SPC TXSC     - 4,135,490.      840,120.      MT  (+/- 180 meters Scaled)
 AX0663
 AX0663                          SUPERSEDED SURVEY CONTROL
 AX0663
 AX0663  NGVD 29 (??/??/92)   19.47   (m)           63.9    (f) COMPUTED    2 0
 AX0663
 AX0663.Superseded values are not recommended for survey control.
 AX0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0663.See file dsdata.txt to determine how the superseded data were derived.
 AX0663
 AX0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT401141(NAD 83)
 AX0663_MARKER: DB = BENCH MARK DISK
 AX0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0663_SP_SET: CULVERT
 AX0663_STAMPING: U 870 1943
 AX0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0663
 AX0663  HISTORY     - Date     Condition        Report By
 AX0663  HISTORY     - 1943     MONUMENTED       CGS
 AX0663  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0663
 AX0663                          STATION DESCRIPTION
 AX0663
 AX0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0663'1.4 MI SW FROM GANADO.
 AX0663'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT GANADO--
 AX0663'PROCEED 1.4 MILES SOUTHWESTERLY ALONG THE RAILROAD TO SITE OF BENCH
 AX0663'MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTHWEST OF MILEPOST 58, AND
 AX0663'ABOUT 120.0 FEET SOUTHWEST OF RAILROAD CULVERT NO. 58.41.  IT IS 15.0
 AX0663'FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF U.S.
 AX0663'HIGHWAY NO. 59, AND SET HORIZONTALLY IN THE NORTHEAST END OF THE
 AX0663'SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 AX0663
 AX0663                          STATION RECOVERY (1998)
 AX0663
 AX0663'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0664 ***********************************************************************
 AX0664  DESIGNATION -  U 870 RESET
 AX0664  PID         -  AX0664
 AX0664  STATE/COUNTY-  TX/JACKSON
 AX0664  USGS QUAD   -  GANADO (1981)
 AX0664
 AX0664                         *CURRENT SURVEY CONTROL
 AX0664  ___________________________________________________________________
 AX0664* NAD 83(1986)-  29 01 59.     (N)    096 32 04.     (W)     SCALED    
 AX0664* NAVD 88     -        19.14   (+/-2cm)      62.8    (feet)  VERTCON   
 AX0664  ___________________________________________________________________
 AX0664  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0664
 AX0664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0664
 AX0664.The horizontal coordinates were scaled from a topographic map and have
 AX0664.an estimated accuracy of +/- 6 seconds.
 AX0664
 AX0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0664.The vertical order pertains to the NGVD 29 superseded value.
 AX0664
 AX0664.The geoid height was determined by GEOID03.
 AX0664
 AX0664;                    North         East    Units  Estimated Accuracy
 AX0664;SPC TXSC     - 4,135,490.      840,120.      MT  (+/- 180 meters Scaled)
 AX0664
 AX0664                          SUPERSEDED SURVEY CONTROL
 AX0664
 AX0664  NGVD 29 (??/??/92)   19.144  (m)           62.81   (f) ADJ UNCH    2 0
 AX0664
 AX0664.Superseded values are not recommended for survey control.
 AX0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0664.See file dsdata.txt to determine how the superseded data were derived.
 AX0664
 AX0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT401141(NAD 83)
 AX0664_MARKER: DB = BENCH MARK DISK
 AX0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0664_SP_SET: CULVERT
 AX0664_STAMPING: U 870 RESET 1955
 AX0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0664
 AX0664  HISTORY     - Date     Condition        Report By
 AX0664  HISTORY     - 1955     MONUMENTED       CGS
 AX0664  HISTORY     - 1972     GOOD             NGS
 AX0664  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0664  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0664
 AX0664                          STATION DESCRIPTION
 AX0664
 AX0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0664'1.35 MI SW FROM GANADO.
 AX0664'ABOUT 1.35 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND
 AX0664'U.S. HIGHWAY 59 FROM THE INTERSECTION OF STATE HIGHWAY 172 AT GANAGO,
 AX0664'0.45 MILE SOUTHWEST OF MILEPOST 58, 25 FEET EAST OF THE CENTER LINE OF
 AX0664'THE HIGHWAY, 0.35 MILE SOUTHWEST OF THE JUNCTION OF THE HIGHWAY AND
 AX0664'FARM ROAD NO. 2982, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST
 AX0664'CONCRETE HEAD-WALL FOR A 4-BY-7-FOOT BOX CULVERT UNDER THE HIGHWAY AND
 AX0664'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AX0664
 AX0664                          STATION RECOVERY (1987)
 AX0664
 AX0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0664'NOT RECOVERED.  THE DESCRIBED HEADWALL NO LONGER EXISTS.
 AX0664
 AX0664                          STATION RECOVERY (1998)
 AX0664
 AX0664'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0783 ***********************************************************************
 AB0783  DESIGNATION -  U 871
 AB0783  PID         -  AB0783
 AB0783  STATE/COUNTY-  TX/HIDALGO
 AB0783  USGS QUAD   -  MERCEDES (1983)
 AB0783
 AB0783                         *CURRENT SURVEY CONTROL
 AB0783  ___________________________________________________________________
 AB0783* NAD 83(1986)-  26 09 04.     (N)    097 52 39.     (W)     SCALED    
 AB0783* NAVD 88     -        19.065  (meters)      62.55   (feet)  ADJUSTED  
 AB0783  ___________________________________________________________________
 AB0783  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AB0783  DYNAMIC HT  -          19.034 (meters)      62.45  (feet)  COMP
 AB0783  MODELED GRAV-     979,018.4   (mgal)                       NAVD 88
 AB0783
 AB0783  VERT ORDER  -  FIRST     CLASS II
 AB0783
 AB0783.The horizontal coordinates were scaled from a topographic map and have
 AB0783.an estimated accuracy of +/- 6 seconds.
 AB0783
 AB0783.The orthometric height was determined by differential leveling
 AB0783.and adjusted by the National Geodetic Survey in June 1991..
 AB0783
 AB0783.The geoid height was determined by GEOID03.
 AB0783
 AB0783.The dynamic height is computed by dividing the NAVD 88
 AB0783.geopotential number by the normal gravity value computed on the
 AB0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0783.degrees latitude (g = 980.6199 gals.).
 AB0783
 AB0783.The modeled gravity was interpolated from observed gravity values.
 AB0783
 AB0783;                    North         East    Units  Estimated Accuracy
 AB0783;SPC TX S     - 5,053,830.      362,240.      MT  (+/- 180 meters Scaled)
 AB0783
 AB0783                          SUPERSEDED SURVEY CONTROL
 AB0783
 AB0783  NGVD 29 (??/??/92)   19.187  (m)           62.95   (f) ADJ UNCH    1 2
 AB0783
 AB0783.Superseded values are not recommended for survey control.
 AB0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0783.See file dsdata.txt to determine how the superseded data were derived.
 AB0783
 AB0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP121929(NAD 83)
 AB0783_MARKER: DB = BENCH MARK DISK
 AB0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0783_SP_SET: CULVERT
 AB0783_STAMPING: U 871 1943
 AB0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0783
 AB0783  HISTORY     - Date     Condition        Report By
 AB0783  HISTORY     - 1943     MONUMENTED       CGS
 AB0783  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0783  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0783  HISTORY     - 1987     GOOD             USPSQD
 AB0783
 AB0783                          STATION DESCRIPTION
 AB0783
 AB0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0783'2.3 MI E FROM MERCEDES.
 AB0783'BENCH MARK IS ABOUT 2.3 MILES EASTERLY ALONG THE MISSOURI PACIFIC
 AB0783'RAILROAD FROM THE STATION AT MERCEDES, AND ABOUT 3.3 MILES WESTERLY
 AB0783'FROM THE OLD CAMERON COUNTY BANK BUILDING AT LA FERIA.  IT IS 1.0
 AB0783'MILES WEST OF THE CAMERON-HIDALGO COUNTY-LINE, AT A GRADE CROSSING,
 AB0783'50.0 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY NO. 83, 30.0 FEET
 AB0783'SOUTH OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE TRACK, 25.0
 AB0783'FEET WEST OF THE CENTERLINE OF THE CROSSROAD.  IT IS SET HORIZONTALLY
 AB0783'IN THE NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 AB0783'CROSSROAD.
 AB0783
 AB0783                          STATION RECOVERY (1954)
 AB0783
 AB0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0783'MARK NOT FOUND.
 AB0783
 AB0783                          STATION RECOVERY (1981)
 AB0783
 AB0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0783'MARK NOT RECOVERED.
 AB0783
 AB0783                          STATION RECOVERY (1987)
 AB0783
 AB0783'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0385 ***********************************************************************
 AE0385  DESIGNATION -  U 872
 AE0385  PID         -  AE0385
 AE0385  STATE/COUNTY-  TX/HIDALGO
 AE0385  USGS QUAD   -  LA JOYA (1982)
 AE0385
 AE0385                         *CURRENT SURVEY CONTROL
 AE0385  ___________________________________________________________________
 AE0385* NAD 83(1986)-  26 13 22.     (N)    098 23 19.     (W)     SCALED    
 AE0385* NAVD 88     -        38.079  (meters)     124.93   (feet)  ADJUSTED  
 AE0385  ___________________________________________________________________
 AE0385  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0385  DYNAMIC HT  -          38.016 (meters)     124.72  (feet)  COMP
 AE0385  MODELED GRAV-     978,992.1   (mgal)                       NAVD 88
 AE0385
 AE0385  VERT ORDER  -  FIRST     CLASS II
 AE0385
 AE0385.The horizontal coordinates were scaled from a topographic map and have
 AE0385.an estimated accuracy of +/- 6 seconds.
 AE0385
 AE0385.The orthometric height was determined by differential leveling
 AE0385.and adjusted by the National Geodetic Survey in June 1991..
 AE0385
 AE0385.The geoid height was determined by GEOID03.
 AE0385
 AE0385.The dynamic height is computed by dividing the NAVD 88
 AE0385.geopotential number by the normal gravity value computed on the
 AE0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0385.degrees latitude (g = 980.6199 gals.).
 AE0385
 AE0385.The modeled gravity was interpolated from observed gravity values.
 AE0385
 AE0385;                    North         East    Units  Estimated Accuracy
 AE0385;SPC TX S     - 5,061,620.      311,130.      MT  (+/- 180 meters Scaled)
 AE0385
 AE0385                          SUPERSEDED SURVEY CONTROL
 AE0385
 AE0385.No superseded survey control is available for this station.
 AE0385
 AE0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ610004(NAD 83)
 AE0385_MARKER: DB = BENCH MARK DISK
 AE0385_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE0385_SP_SET: CULVERT HEADWALL
 AE0385_STAMPING: U 872 1943
 AE0385_MARK LOGO: CGS   
 AE0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0385+STABILITY: SURFACE MOTION
 AE0385
 AE0385  HISTORY     - Date     Condition        Report By
 AE0385  HISTORY     - 1943     MONUMENTED       CGS
 AE0385  HISTORY     - 1981     GOOD             NGS
 AE0385  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0385  HISTORY     - 19920409 GOOD             USPSQD
 AE0385
 AE0385                          STATION DESCRIPTION
 AE0385
 AE0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0385'4.1 MI W FROM MISSION.
 AE0385'BENCH MARK IS ABOUT 4.1 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AE0385'RAILROAD FROM THE STATION AT MISSION, ABOUT 0.1 MILE EAST OF MILE POLE
 AE0385'NO. A-44, AND 60.0 FEET NORTH OF THE CENTERLINE OF THE TRACKS. IT IS
 AE0385'21.5 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF U.S.
 AE0385'HIGHWAY NO. 83, AND IS SET HORIZONTALLY IN THE EAST END OF THE SOUTH
 AE0385'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 AE0385
 AE0385                          STATION RECOVERY (1981)
 AE0385
 AE0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0385'1.2 KM (0.75 MI) EAST ALONG LOOP 374 FROM THE JUNCTION OF FARM ROAD
 AE0385'1427 AT PEREZVILLE, SET IN THE TOP AT THE EAST END OF THE SOUTH HEAD
 AE0385'WALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 6.6 METERS (21.5 FT)
 AE0385'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 18.3 METERS (60.0 FT)
 AE0385'NORTH OF THE NORTH RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS.
 AE0385
 AE0385                          STATION RECOVERY (1987)
 AE0385
 AE0385'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0385'MARK NOT FOUND.
 AE0385
 AE0385                          STATION RECOVERY (1992)
 AE0385
 AE0385'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1674 ***********************************************************************
 AE1674  DESIGNATION -  U 872 RESET
 AE1674  PID         -  AE1674
 AE1674  STATE/COUNTY-  TX/HIDALGO
 AE1674  USGS QUAD   -  LA JOYA (1982)
 AE1674
 AE1674                         *CURRENT SURVEY CONTROL
 AE1674  ___________________________________________________________________
 AE1674* NAD 83(1986)-  26 13 22.     (N)    098 23 19.     (W)     SCALED    
 AE1674* NAVD 88     -        37.92   (meters)     124.4    (feet)  RESET     
 AE1674  ___________________________________________________________________
 AE1674  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE1674
 AE1674  VERT ORDER  -  THIRD
 AE1674
 AE1674.The horizontal coordinates were scaled from a topographic map and have
 AE1674.an estimated accuracy of +/- 6 seconds.
 AE1674
 AE1674.The orthometric height was computed from unverified reset data.
 AE1674
 AE1674.The geoid height was determined by GEOID03.
 AE1674
 AE1674;                    North         East    Units  Estimated Accuracy
 AE1674;SPC TX S     - 5,061,620.      311,130.      MT  (+/- 180 meters Scaled)
 AE1674
 AE1674                          SUPERSEDED SURVEY CONTROL
 AE1674
 AE1674.No superseded survey control is available for this station.
 AE1674
 AE1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ610004(NAD 83)
 AE1674_MARKER: DV = VERTICAL CONTROL DISK
 AE1674_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1674_SP_SET: CULVERT
 AE1674_STAMPING: U 872 RESET 1986
 AE1674_MARK LOGO: NGS   
 AE1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1674+STABILITY: SURFACE MOTION
 AE1674
 AE1674  HISTORY     - Date     Condition        Report By
 AE1674  HISTORY     - 1986     MONUMENTED       TXHD
 AE1674
 AE1674                          STATION DESCRIPTION
 AE1674
 AE1674'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 AE1674'GO WEST ON LP 374 (BUSINESS 83) FOR 2.528 MILES (4.068 KM) FROM THE
 AE1674'INTERSECTION OF LP 374 WITH US 83 EXPRESSWAY, TO A 8X6 FOOT CULVERT.
 AE1674'LOCATED 43.3 FT (13.2 M) RIGHT FROM CENTERLINE (NORTH SIDE) OF
 AE1674'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0599 ***********************************************************************
 AE0599  DESIGNATION -  U 873 RESET 1953
 AE0599  PID         -  AE0599
 AE0599  STATE/COUNTY-  TX/STARR
 AE0599  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0599
 AE0599                         *CURRENT SURVEY CONTROL
 AE0599  ___________________________________________________________________
 AE0599* NAD 83(1986)-  26 21 41.     (N)    098 47 11.     (W)     SCALED    
 AE0599* NAVD 88     -        50.416  (meters)     165.41   (feet)  ADJUSTED  
 AE0599  ___________________________________________________________________
 AE0599  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AE0599  DYNAMIC HT  -          50.333 (meters)     165.13  (feet)  COMP
 AE0599  MODELED GRAV-     978,996.2   (mgal)                       NAVD 88
 AE0599
 AE0599  VERT ORDER  -  FIRST     CLASS II
 AE0599
 AE0599.The horizontal coordinates were scaled from a topographic map and have
 AE0599.an estimated accuracy of +/- 6 seconds.
 AE0599
 AE0599.The orthometric height was determined by differential leveling
 AE0599.and adjusted by the National Geodetic Survey in June 1991..
 AE0599
 AE0599.The geoid height was determined by GEOID03.
 AE0599
 AE0599.The dynamic height is computed by dividing the NAVD 88
 AE0599.geopotential number by the normal gravity value computed on the
 AE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0599.degrees latitude (g = 980.6199 gals.).
 AE0599
 AE0599.The modeled gravity was interpolated from observed gravity values.
 AE0599
 AE0599;                    North         East    Units  Estimated Accuracy
 AE0599;SPC TX S     - 5,077,000.      271,420.      MT  (+/- 180 meters Scaled)
 AE0599
 AE0599                          SUPERSEDED SURVEY CONTROL
 AE0599
 AE0599  NGVD 29 (??/??/92)   50.472  (m)          165.59   (f) ADJ UNCH    1 2
 AE0599
 AE0599.Superseded values are not recommended for survey control.
 AE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0599.See file dsdata.txt to determine how the superseded data were derived.
 AE0599
 AE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ213157(NAD 83)
 AE0599_MARKER: DB = BENCH MARK DISK
 AE0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0599_SP_SET: ABUTMENT
 AE0599_STAMPING: U 873 RESET 1953
 AE0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0599
 AE0599  HISTORY     - Date     Condition        Report By
 AE0599  HISTORY     - 1953     MONUMENTED       CGS
 AE0599  HISTORY     - 1956     GOOD             NGS
 AE0599
 AE0599                          STATION DESCRIPTION
 AE0599
 AE0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0599'2.3 MI SE FROM RIO GRANDE CITY.
 AE0599'2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0599'GRANDE CITY, 16 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 AE0599'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF A BRIDGE
 AE0599'OVER LOS OLMOS CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0600 ***********************************************************************
 AE0600  DESIGNATION -  U 873 RESET 1970
 AE0600  PID         -  AE0600
 AE0600  STATE/COUNTY-  TX/STARR
 AE0600  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0600
 AE0600                         *CURRENT SURVEY CONTROL
 AE0600  ___________________________________________________________________
 AE0600* NAD 83(1986)-  26 21 41.     (N)    098 47 13.     (W)     SCALED    
 AE0600* NAVD 88     -        50.267  (meters)     164.92   (feet)  ADJUSTED  
 AE0600  ___________________________________________________________________
 AE0600  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AE0600  DYNAMIC HT  -          50.184 (meters)     164.65  (feet)  COMP
 AE0600  MODELED GRAV-     978,996.2   (mgal)                       NAVD 88
 AE0600
 AE0600  VERT ORDER  -  FIRST     CLASS II
 AE0600
 AE0600.The horizontal coordinates were scaled from a topographic map and have
 AE0600.an estimated accuracy of +/- 6 seconds.
 AE0600
 AE0600.The orthometric height was determined by differential leveling
 AE0600.and adjusted by the National Geodetic Survey in June 1991..
 AE0600
 AE0600.The geoid height was determined by GEOID03.
 AE0600
 AE0600.The dynamic height is computed by dividing the NAVD 88
 AE0600.geopotential number by the normal gravity value computed on the
 AE0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0600.degrees latitude (g = 980.6199 gals.).
 AE0600
 AE0600.The modeled gravity was interpolated from observed gravity values.
 AE0600
 AE0600;                    North         East    Units  Estimated Accuracy
 AE0600;SPC TX S     - 5,077,000.      271,360.      MT  (+/- 180 meters Scaled)
 AE0600
 AE0600                          SUPERSEDED SURVEY CONTROL
 AE0600
 AE0600.No superseded survey control is available for this station.
 AE0600
 AE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ212157(NAD 83)
 AE0600_MARKER: DB = BENCH MARK DISK
 AE0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0600_SP_SET: ABUTMENT
 AE0600_STAMPING: U 873 RESET 1970
 AE0600_MARK LOGO: NGS   
 AE0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0600
 AE0600  HISTORY     - Date     Condition        Report By
 AE0600  HISTORY     - 1970     MONUMENTED       TXHD
 AE0600  HISTORY     - 1971     GOOD             NGS
 AE0600  HISTORY     - 1981     GOOD             NGS
 AE0600
 AE0600                          STATION DESCRIPTION
 AE0600
 AE0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AE0600'2.3 MI SE FROM RIO GRANDE CITY.
 AE0600'2.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0600'GRANDE CITY, 24.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, SET
 AE0600'IN THE TOP OF THE NORTHWEST END OF THE NORTHWEST ABUTMENT WINGWALL OF
 AE0600'A BRIDGE OVER LOS OLMOS CREEK.
 AE0600
 AE0600                          STATION RECOVERY (1981)
 AE0600
 AE0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0600'RECOVERED THIS DATE.  NOTE, 3.8 KM (2.35 MI) SOUTHEAST ALONG U.S.
 AE0600'HIGHWAY 83 FROM THE JUNCTION OF STATE ROUTE 775 NORTH IN RIO GRANDE
 AE0600'CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1121 ***********************************************************************
 AN1121  DESIGNATION -  U 874
 AN1121  PID         -  AN1121
 AN1121  STATE/COUNTY-  TX/GOLIAD
 AN1121  USGS QUAD   -  WEESATCHE (1987)
 AN1121
 AN1121                         *CURRENT SURVEY CONTROL
 AN1121  ___________________________________________________________________
 AN1121* NAD 83(1986)-  28 52 28.     (N)    097 28 03.     (W)     SCALED    
 AN1121* NAVD 88     -        82.98   (+/-2cm)     272.2    (feet)  VERTCON   
 AN1121  ___________________________________________________________________
 AN1121  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN1121
 AN1121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1121
 AN1121.The horizontal coordinates were scaled from a topographic map and have
 AN1121.an estimated accuracy of +/- 6 seconds.
 AN1121
 AN1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1121.The vertical order pertains to the NGVD 29 superseded value.
 AN1121
 AN1121.The geoid height was determined by GEOID03.
 AN1121
 AN1121;                    North         East    Units  Estimated Accuracy
 AN1121;SPC TXSC     - 4,116,360.      749,490.      MT  (+/- 180 meters Scaled)
 AN1121
 AN1121                          SUPERSEDED SURVEY CONTROL
 AN1121
 AN1121  NGVD 29 (??/??/92)   83.00   (m)          272.3    (f) COMPUTED    2 0
 AN1121
 AN1121.Superseded values are not recommended for survey control.
 AN1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1121.See file dsdata.txt to determine how the superseded data were derived.
 AN1121
 AN1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS494950(NAD 83)
 AN1121_MARKER: DB = BENCH MARK DISK
 AN1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1121_SP_SET: CULVERT
 AN1121_STAMPING: U 874 1943
 AN1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1121
 AN1121  HISTORY     - Date     Condition        Report By
 AN1121  HISTORY     - 1943     MONUMENTED       CGS
 AN1121
 AN1121                          STATION DESCRIPTION
 AN1121
 AN1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1121'2.3 MI NW FROM WEESATCHE.
 AN1121'TO REACH FROM THE MAIN ROAD INTERSECTION AT WEESATCHE-- PROCEED 2.2
 AN1121'MILES NORTHWESTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK.
 AN1121'BENCH MARK IS 17.0 FEET SOUTHWEST OF AND ABOUT 1.5 FEET ABOVE THE
 AN1121'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE SOUTHEAST END OF
 AN1121'THE SOUTHWEST HEADWALL OF A LARGE CONCRETE CULVERT.  NOTE-- BENCH MARK
 AN1121'IS ALSO 7.8 MILES SOUTHEAST OF THE HIGH SCHOOL AT YORKTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1122 ***********************************************************************
 AN1122  DESIGNATION -  U 874 RESET 1967
 AN1122  PID         -  AN1122
 AN1122  STATE/COUNTY-  TX/GOLIAD
 AN1122  USGS QUAD   -  WEESATCHE (1987)
 AN1122
 AN1122                         *CURRENT SURVEY CONTROL
 AN1122  ___________________________________________________________________
 AN1122* NAD 83(1986)-  28 52 29.     (N)    097 28 03.     (W)     SCALED    
 AN1122* NAVD 88     -        81.67   (+/-2cm)     267.9    (feet)  VERTCON   
 AN1122  ___________________________________________________________________
 AN1122  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN1122
 AN1122  VERT ORDER  -  THIRD (See Below)
 AN1122
 AN1122.The horizontal coordinates were scaled from a topographic map and have
 AN1122.an estimated accuracy of +/- 6 seconds.
 AN1122
 AN1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1122.The vertical order pertains to the NGVD 29 superseded value.
 AN1122
 AN1122.The geoid height was determined by GEOID03.
 AN1122
 AN1122;                    North         East    Units  Estimated Accuracy
 AN1122;SPC TXSC     - 4,116,390.      749,490.      MT  (+/- 180 meters Scaled)
 AN1122
 AN1122                          SUPERSEDED SURVEY CONTROL
 AN1122
 AN1122  NGVD 29 (01/29/03)   81.69   (m)          268.0    (f) RESET       3  
 AN1122
 AN1122.Superseded values are not recommended for survey control.
 AN1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1122.See file dsdata.txt to determine how the superseded data were derived.
 AN1122
 AN1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS494950(NAD 83)
 AN1122_MARKER: DB = BENCH MARK DISK
 AN1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1122_SP_SET: CULVERT
 AN1122_STAMPING: U 874 RESET 1967
 AN1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1122
 AN1122  HISTORY     - Date     Condition        Report By
 AN1122  HISTORY     - 1967     MONUMENTED       LOCENG
 AN1122  HISTORY     - 1968     GOOD             LOCENG
 AN1122  HISTORY     - 1990     GOOD             USPSQD
 AN1122
 AN1122                          STATION DESCRIPTION
 AN1122
 AN1122'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 AN1122'2.3 MI NW FROM WEESATCHE.
 AN1122'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 119 FROM THE INTERSECTION OF
 AN1122'FARM-TO-MARKET ROAD 884 AT WEESATCHE, 0.8 MILE SOUTHEAST OF THE
 AN1122'GOLIAD-DE WITT COUNTY LINE, AT A LARGE CONCRETE CULVERT, IN THE
 AN1122'SOUTHEAST END OF THE SOUTHWEST HEADWALL, 32 FEET SOUTHWEST OF THE
 AN1122'CENTER LINE OF THE HIGHWAY, AND ABOUT 3.5 FEET LOWER THAN THE LEVEL OF
 AN1122'THE HIGHWAY.
 AN1122
 AN1122                          STATION RECOVERY (1990)
 AN1122
 AN1122'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1619 ***********************************************************************
 AN1619  DESIGNATION -  U 876
 AN1619  PID         -  AN1619
 AN1619  STATE/COUNTY-  TX/BEE
 AN1619  USGS QUAD   -  TULETA (1987)
 AN1619
 AN1619                         *CURRENT SURVEY CONTROL
 AN1619  ___________________________________________________________________
 AN1619* NAD 83(1986)-  28 30 27.     (N)    097 46 52.     (W)     SCALED    
 AN1619* NAVD 88     -        78.864  (meters)     258.74   (feet)  ADJUSTED  
 AN1619  ___________________________________________________________________
 AN1619  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1619  DYNAMIC HT  -          78.746 (meters)     258.35  (feet)  COMP
 AN1619  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AN1619
 AN1619  VERT ORDER  -  FIRST     CLASS II
 AN1619
 AN1619.The horizontal coordinates were scaled from a topographic map and have
 AN1619.an estimated accuracy of +/- 6 seconds.
 AN1619
 AN1619.The orthometric height was determined by differential leveling
 AN1619.and adjusted by the National Geodetic Survey in June 1991..
 AN1619
 AN1619.The geoid height was determined by GEOID03.
 AN1619
 AN1619.The dynamic height is computed by dividing the NAVD 88
 AN1619.geopotential number by the normal gravity value computed on the
 AN1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1619.degrees latitude (g = 980.6199 gals.).
 AN1619
 AN1619.The modeled gravity was interpolated from observed gravity values.
 AN1619
 AN1619;                    North         East    Units  Estimated Accuracy
 AN1619;SPC TXSC     - 4,075,340.      719,320.      MT  (+/- 180 meters Scaled)
 AN1619
 AN1619                          SUPERSEDED SURVEY CONTROL
 AN1619
 AN1619  NGVD 29 (??/??/92)   78.856  (m)          258.71   (f) ADJ UNCH    1 2
 AN1619
 AN1619.Superseded values are not recommended for survey control.
 AN1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1619.See file dsdata.txt to determine how the superseded data were derived.
 AN1619
 AN1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS192540(NAD 83)
 AN1619_MARKER: DB = BENCH MARK DISK
 AN1619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1619_SP_SET: CULVERT
 AN1619_STAMPING: U 876 1943
 AN1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1619
 AN1619  HISTORY     - Date     Condition        Report By
 AN1619  HISTORY     - 1943     MONUMENTED       CGS
 AN1619  HISTORY     - 1981     GOOD             NGS
 AN1619
 AN1619                          STATION DESCRIPTION
 AN1619
 AN1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1619'1.7 MI S FROM NORMANNA.
 AN1619'1.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1619'NORMANNA, BEE COUNTY, 5 POLES SOUTHWEST OF MILEPOST 85, 1 POLE
 AN1619'NORTHEAST OF CULVERT 85.52, 65 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AN1619'TRACK, AT A CONCRETE BOX CULVERT UNDER AN ABANDONED HIGHWAY, IN THE
 AN1619'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL, 15.4 FEET
 AN1619'NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND 2 FEET LOWER THAN
 AN1619'THE TRACK.  A STANDARD DISK.
 AN1619
 AN1619                          STATION RECOVERY (1981)
 AN1619
 AN1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1619'9.6 KM (6.0 MI) NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1619'COURTHOUSE IN BEEVILLE, THENCE 3.2 KM (1.95 MI) NORTHWEST ALONG U.S.
 AN1619'HIGHWAY 181, AT AN ABANDONED HIGHWAY LEADING SOUTHWEST ALONG THE
 AN1619'SOUTHERN PACIFIC RAILROAD, IN THE SOUTHWEST END OF THE NORTHWEST
 AN1619'HEADWALL OF A FOUR CHANNEL CULVERT UNDER THE OLD HIGHWAY, 19.2 METERS
 AN1619'(63.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 4.5 METERS (15.4 FT)
 AN1619'NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 0.3 METER (1.0 FT)
 AN1619'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 AN1619'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1715 ***********************************************************************
 AN1715  DESIGNATION -  U 877
 AN1715  PID         -  AN1715
 AN1715  STATE/COUNTY-  TX/GOLIAD
 AN1715  USGS QUAD   -  CHARCO (1987)
 AN1715
 AN1715                         *CURRENT SURVEY CONTROL
 AN1715  ___________________________________________________________________
 AN1715* NAD 83(1986)-  28 43 56.     (N)    097 36 09.     (W)     SCALED    
 AN1715* NAVD 88     -        70.44   (+/-2cm)     231.1    (feet)  VERTCON   
 AN1715  ___________________________________________________________________
 AN1715  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1715
 AN1715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1715
 AN1715.The horizontal coordinates were scaled from a topographic map and have
 AN1715.an estimated accuracy of +/- 6 seconds.
 AN1715
 AN1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1715.The vertical order pertains to the NGVD 29 superseded value.
 AN1715
 AN1715.The geoid height was determined by GEOID03.
 AN1715
 AN1715;                    North         East    Units  Estimated Accuracy
 AN1715;SPC TXSC     - 4,100,440.      736,510.      MT  (+/- 180 meters Scaled)
 AN1715
 AN1715                          SUPERSEDED SURVEY CONTROL
 AN1715
 AN1715  NGVD 29 (??/??/92)   70.457  (m)          231.16   (f) ADJ UNCH    2 0
 AN1715
 AN1715.Superseded values are not recommended for survey control.
 AN1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1715.See file dsdata.txt to determine how the superseded data were derived.
 AN1715
 AN1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS364791(NAD 83)
 AN1715_MARKER: DB = BENCH MARK DISK
 AN1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1715_STAMPING: U 877 1943
 AN1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1715+STABILITY: SURFACE MOTION
 AN1715
 AN1715  HISTORY     - Date     Condition        Report By
 AN1715  HISTORY     - 1943     MONUMENTED       CGS
 AN1715
 AN1715                          STATION DESCRIPTION
 AN1715
 AN1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1715'1.0 MI E FROM CHARCO.
 AN1715'TO REACH FROM THE FOUR CORNERS AT CHARCO, PROCEED 1.0 MILE EASTERLY
 AN1715'ALONG A WIDE DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 58.7 FEET
 AN1715'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AN1715'IT IS 2.5 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND 1.3
 AN1715'FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5
 AN1715'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1771 ***********************************************************************
 AN1771  DESIGNATION -  U 878
 AN1771  PID         -  AN1771
 AN1771  STATE/COUNTY-  TX/GOLIAD
 AN1771  USGS QUAD   -  LAZY F RANCH (1987)
 AN1771
 AN1771                         *CURRENT SURVEY CONTROL
 AN1771  ___________________________________________________________________
 AN1771* NAD 83(1986)-  28 32 52.     (N)    097 37 57.     (W)     SCALED    
 AN1771* NAVD 88     -        64.56   (+/-2cm)     211.8    (feet)  VERTCON   
 AN1771  ___________________________________________________________________
 AN1771  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1771
 AN1771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1771
 AN1771.The horizontal coordinates were scaled from a topographic map and have
 AN1771.an estimated accuracy of +/- 6 seconds.
 AN1771
 AN1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1771.The vertical order pertains to the NGVD 29 superseded value.
 AN1771
 AN1771.The geoid height was determined by GEOID03.
 AN1771
 AN1771;                    North         East    Units  Estimated Accuracy
 AN1771;SPC TXSC     - 4,079,960.      733,820.      MT  (+/- 180 meters Scaled)
 AN1771
 AN1771                          SUPERSEDED SURVEY CONTROL
 AN1771
 AN1771  NGVD 29 (??/??/92)   64.578  (m)          211.87   (f) ADJ UNCH    2 0
 AN1771
 AN1771.Superseded values are not recommended for survey control.
 AN1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1771.See file dsdata.txt to determine how the superseded data were derived.
 AN1771
 AN1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS337586(NAD 83)
 AN1771_MARKER: DB = BENCH MARK DISK
 AN1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1771_STAMPING: U 878 1943
 AN1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1771+STABILITY: SURFACE MOTION
 AN1771
 AN1771  HISTORY     - Date     Condition        Report By
 AN1771  HISTORY     - 1943     MONUMENTED       CGS
 AN1771
 AN1771                          STATION DESCRIPTION
 AN1771
 AN1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1771'3.05 MI NW FROM BERCLAIR.
 AN1771'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AN1771'STATION AT BERCLAIR, PROCEED 0.25 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1771'TO A DIRT ROAD CROSSING, THENCE 2.8 MILES NORTHWESTERLY ALONG A DIRT
 AN1771'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.05 MILE NORTHWEST OF A
 AN1771'SHARP CURVE IN THE ROAD.  IT IS 27.4 FEET SOUTHWEST OF AND ABOUT THE
 AN1771'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 7.4 FEET SOUTHWEST OF
 AN1771'THE SOUTHWEST RIGHT-OF-WAY FENCE AND 2.7 FEET SOUTHEAST OF A 4X4 INCH
 AN1771'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1723 ***********************************************************************
 AN1723  DESIGNATION -  U 879
 AN1723  PID         -  AN1723
 AN1723  STATE/COUNTY-  TX/GOLIAD
 AN1723  USGS QUAD   -  GOLIAD (1987)
 AN1723
 AN1723                         *CURRENT SURVEY CONTROL
 AN1723  ___________________________________________________________________
 AN1723* NAD 83(1986)-  28 41 34.     (N)    097 29 45.     (W)     SCALED    
 AN1723* NAVD 88     -        66.72   (+/-2cm)     218.9    (feet)  VERTCON   
 AN1723  ___________________________________________________________________
 AN1723  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN1723
 AN1723  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1723
 AN1723.The horizontal coordinates were scaled from a topographic map and have
 AN1723.an estimated accuracy of +/- 6 seconds.
 AN1723
 AN1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1723.The vertical order pertains to the NGVD 29 superseded value.
 AN1723
 AN1723.The geoid height was determined by GEOID03.
 AN1723
 AN1723;                    North         East    Units  Estimated Accuracy
 AN1723;SPC TXSC     - 4,096,200.      746,980.      MT  (+/- 180 meters Scaled)
 AN1723
 AN1723                          SUPERSEDED SURVEY CONTROL
 AN1723
 AN1723  NGVD 29 (??/??/92)   66.759  (m)          219.03   (f) ADJ UNCH    2 0
 AN1723
 AN1723.Superseded values are not recommended for survey control.
 AN1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1723.See file dsdata.txt to determine how the superseded data were derived.
 AN1723
 AN1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS469748(NAD 83)
 AN1723_MARKER: DB = BENCH MARK DISK
 AN1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1723_STAMPING: U 879 1943
 AN1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1723+STABILITY: SURFACE MOTION
 AN1723
 AN1723  HISTORY     - Date     Condition        Report By
 AN1723  HISTORY     - 1943     MONUMENTED       CGS
 AN1723
 AN1723                          STATION DESCRIPTION
 AN1723
 AN1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1723'3.2 MI SE FROM ANGEL CITY.
 AN1723'TO REACH FROM THE SCHOOL BUILDING AT ANGEL CITY, PROCEED 3.2 MILES
 AN1723'SOUTHEASTERLY ALONG A WIDE DIRT ROAD TO SITE OF BENCH MARK.  BENCH
 AN1723'MARK IS 0.05 MILE NORTHWEST OF A DIRT TRACK ROAD LEADING SOUTHWEST
 AN1723'THROUGH A GATE AND INTO A PASTURE.  IT IS 59.3 FEET SOUTHWEST OF AND
 AN1723'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 2.7 FEET
 AN1723'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND 0.7 FOOT
 AN1723'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 7.3 FEET NORTHWEST OF A
 AN1723'1.3 FOOT OAK TREE.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1175 ***********************************************************************
 BL1175  DESIGNATION -  U 88
 BL1175  PID         -  BL1175
 BL1175  STATE/COUNTY-  TX/MONTGOMERY
 BL1175  USGS QUAD   -  TAMINA (1979)
 BL1175
 BL1175                         *CURRENT SURVEY CONTROL
 BL1175  ___________________________________________________________________
 BL1175* NAD 83(1986)-  30 09 10.     (N)    095 26 07.     (W)     SCALED    
 BL1175* NAVD 88     -        41.891  (meters)     137.44   (feet)  ADJUSTED  
 BL1175  ___________________________________________________________________
 BL1175  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1175  DYNAMIC HT  -          41.835 (meters)     137.25  (feet)  COMP
 BL1175  MODELED GRAV-     979,305.2   (mgal)                       NAVD 88
 BL1175  OBS GRAVITY -     979,305.1   (mgal)                       GRAV_OBS
 BL1175
 BL1175  VERT ORDER  -  FIRST     CLASS I
 BL1175
 BL1175.The horizontal coordinates were scaled from a topographic map and have
 BL1175.an estimated accuracy of +/- 6 seconds.
 BL1175
 BL1175.The orthometric height was determined by differential leveling
 BL1175.and adjusted by the National Geodetic Survey in June 1991..
 BL1175
 BL1175.The geoid height was determined by GEOID03.
 BL1175
 BL1175.The dynamic height is computed by dividing the NAVD 88
 BL1175.geopotential number by the normal gravity value computed on the
 BL1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1175.degrees latitude (g = 980.6199 gals.).
 BL1175
 BL1175.The modeled gravity was interpolated from observed gravity values.
 BL1175.The observed gravity was obtained from relative gravimeter ties
 BL1175.to the IGSN71 gravity network.
 BL1175
 BL1175;                    North         East    Units  Estimated Accuracy
 BL1175;SPC TX C     - 3,064,280.    1,171,710.      MT  (+/- 180 meters Scaled)
 BL1175
 BL1175                          SUPERSEDED SURVEY CONTROL
 BL1175
 BL1175  NGVD 29 (12/23/87)   41.892  (m)          137.44   (f) ADJUSTED    1 1
 BL1175
 BL1175.Superseded values are not recommended for survey control.
 BL1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1175.See file dsdata.txt to determine how the superseded data were derived.
 BL1175
 BL1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP654382(NAD 83)
 BL1175_MARKER: DB = BENCH MARK DISK
 BL1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1175_SP_SET: CONCRETE POST
 BL1175_STAMPING: U 88 1932
 BL1175_MARK LOGO: CGS   
 BL1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1175+STABILITY: SURFACE MOTION
 BL1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1175+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1175
 BL1175  HISTORY     - Date     Condition        Report By
 BL1175  HISTORY     - 1932     MONUMENTED       CGS
 BL1175  HISTORY     - 1973     GOOD             NGS
 BL1175  HISTORY     - 1978     GOOD             NGS
 BL1175  HISTORY     - 1987     GOOD             NGS
 BL1175  HISTORY     - 20040918 GOOD             USPSQD
 BL1175  HISTORY     - 20050929 GOOD             USPSQD
 BL1175
 BL1175                          STATION DESCRIPTION
 BL1175
 BL1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1175'5.3 MI N FROM SPRING.
 BL1175'ABOUT 5.3 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1175'CROSSING OF SPRING SCHOOL ROAD, ABOUT 0.25 MILE SOUTH OF THE CROSSING
 BL1175'OF A PAVED ROAD LEADING EAST, 45.8 FEET WEST OF THE WEST RAIL, 29.3
 BL1175'FEET NORTHWEST OF TELEPHONE POLE 7K, 20 1/2 FEET EAST OF THE CENTER
 BL1175'LINE OF A PAVED ROAD, 1 FOOT NORTH OF A METAL WITNESS POST, AND ABOUT
 BL1175'1 FOOT BELOW THE LEVEL OF THE RAIL, SET IN THE TOP OF A CONCRETE POST
 BL1175'FLUSH WITH THE GROUND.
 BL1175
 BL1175                          STATION RECOVERY (1978)
 BL1175
 BL1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1175'RECOVERED IN GOOD CONDITION.
 BL1175
 BL1175                          STATION RECOVERY (1987)
 BL1175
 BL1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1175'RECOVERED IN GOOD CONDITION.
 BL1175
 BL1175                          STATION RECOVERY (2004)
 BL1175
 BL1175'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1175'RECOVERED IN GOOD CONDITION.
 BL1175
 BL1175                          STATION RECOVERY (2005)
 BL1175
 BL1175'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1175'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1747 ***********************************************************************
 AN1747  DESIGNATION -  U 880
 AN1747  PID         -  AN1747
 AN1747  STATE/COUNTY-  TX/GOLIAD
 AN1747  USGS QUAD   -  RUNGE SE (1987)
 AN1747
 AN1747                         *CURRENT SURVEY CONTROL
 AN1747  ___________________________________________________________________
 AN1747* NAD 83(1986)-  28 46 30.     (N)    097 35 28.     (W)     SCALED    
 AN1747* NAVD 88     -        94.83   (+/-2cm)     311.1    (feet)  VERTCON   
 AN1747  ___________________________________________________________________
 AN1747  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1747
 AN1747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1747
 AN1747.The horizontal coordinates were scaled from a topographic map and have
 AN1747.an estimated accuracy of +/- 6 seconds.
 AN1747
 AN1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1747.The vertical order pertains to the NGVD 29 superseded value.
 AN1747
 AN1747.The geoid height was determined by GEOID03.
 AN1747
 AN1747;                    North         East    Units  Estimated Accuracy
 AN1747;SPC TXSC     - 4,105,190.      737,560.      MT  (+/- 180 meters Scaled)
 AN1747
 AN1747                          SUPERSEDED SURVEY CONTROL
 AN1747
 AN1747  NGVD 29 (??/??/92)   94.84   (m)          311.2    (f) COMPUTED    2 0
 AN1747
 AN1747.Superseded values are not recommended for survey control.
 AN1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1747.See file dsdata.txt to determine how the superseded data were derived.
 AN1747
 AN1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS375838(NAD 83)
 AN1747_MARKER: DB = BENCH MARK DISK
 AN1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1747_STAMPING: U 880 1943
 AN1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1747+STABILITY: SURFACE MOTION
 AN1747
 AN1747  HISTORY     - Date     Condition        Report By
 AN1747  HISTORY     - 1943     MONUMENTED       CGS
 AN1747
 AN1747                          STATION DESCRIPTION
 AN1747
 AN1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1747'3.95 MI NE FROM CHARCO.
 AN1747'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 2.05 MILES
 AN1747'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO THE INTERSECTION OF A DIRT
 AN1747'ROAD LEADING EAST, THENCE 1.9 MILE EASTERLY ALONG A DIRT ROAD TO THE
 AN1747'EAST SLOPE OF A HILL AND SITE OF BENCH MARK.  BENCH MARK IS 28.7 FEET
 AN1747'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AN1747'IT IS 10.0 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND 2.9 FEET
 AN1747'WEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AN1747'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1748 ***********************************************************************
 AN1748  DESIGNATION -  U 880 RESET 1953
 AN1748  PID         -  AN1748
 AN1748  STATE/COUNTY-  TX/GOLIAD
 AN1748  USGS QUAD   -  RUNGE SE (1987)
 AN1748
 AN1748                         *CURRENT SURVEY CONTROL
 AN1748  ___________________________________________________________________
 AN1748* NAD 83(1986)-  28 46 30.     (N)    097 35 28.     (W)     SCALED    
 AN1748* NAVD 88     -        94.83   (+/-2cm)     311.1    (feet)  VERTCON   
 AN1748  ___________________________________________________________________
 AN1748  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1748
 AN1748  VERT ORDER  -  THIRD (See Below)
 AN1748
 AN1748.The horizontal coordinates were scaled from a topographic map and have
 AN1748.an estimated accuracy of +/- 6 seconds.
 AN1748
 AN1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1748.The vertical order pertains to the NGVD 29 superseded value.
 AN1748
 AN1748.The geoid height was determined by GEOID03.
 AN1748
 AN1748;                    North         East    Units  Estimated Accuracy
 AN1748;SPC TXSC     - 4,105,190.      737,560.      MT  (+/- 180 meters Scaled)
 AN1748
 AN1748                          SUPERSEDED SURVEY CONTROL
 AN1748
 AN1748  NGVD 29 (??/??/??)   94.84   (m)          311.2    (f) RESET       3  
 AN1748
 AN1748.Superseded values are not recommended for survey control.
 AN1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1748.See file dsdata.txt to determine how the superseded data were derived.
 AN1748
 AN1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS375838(NAD 83)
 AN1748_MARKER: DB = BENCH MARK DISK
 AN1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1748_STAMPING: U 880 RESET 1953
 AN1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1748+STABILITY: SURFACE MOTION
 AN1748
 AN1748  HISTORY     - Date     Condition        Report By
 AN1748  HISTORY     - 1953     MONUMENTED       TXHD
 AN1748
 AN1748                          STATION DESCRIPTION
 AN1748
 AN1748'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1748'4.0 MI NE FROM CHARCO.
 AN1748'2.0 MILES NORTHWEST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL BUILDING
 AN1748'AT CHARCO, GOLIAD COUNTY, THENCE 2.0 MILES NORTHEAST ALONG F.M.
 AN1748'HIGHWAY 884.  AT THE EAST SLOPE OF A HILL, 39.5 FEET NORTH OF THE
 AN1748'CENTER LINE OF THE HIGHWAY, 0.5 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 AN1748'FENCE, AND 0.5 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 AN1748'U 880 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 AN1748'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1850 ***********************************************************************
 AX1850  DESIGNATION -  U 881
 AX1850  PID         -  AX1850
 AX1850  STATE/COUNTY-  TX/GUADALUPE
 AX1850  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1850
 AX1850                         *CURRENT SURVEY CONTROL
 AX1850  ___________________________________________________________________
 AX1850* NAD 83(1986)-  29 26 17.     (N)    097 56 58.     (W)     SCALED    
 AX1850* NAVD 88     -       190.16   (+/-2cm)     623.9    (feet)  VERTCON   
 AX1850  ___________________________________________________________________
 AX1850  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AX1850
 AX1850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1850
 AX1850.The horizontal coordinates were scaled from a topographic map and have
 AX1850.an estimated accuracy of +/- 6 seconds.
 AX1850
 AX1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1850.The vertical order pertains to the NGVD 29 superseded value.
 AX1850
 AX1850.The geoid height was determined by GEOID03.
 AX1850
 AX1850;                    North         East    Units  Estimated Accuracy
 AX1850;SPC TXSC     - 4,178,300.      701,920.      MT  (+/- 180 meters Scaled)
 AX1850
 AX1850                          SUPERSEDED SURVEY CONTROL
 AX1850
 AX1850  NGVD 29 (??/??/92)  190.08   (m)          623.6    (f) COMPUTED    2 0
 AX1850
 AX1850.Superseded values are not recommended for survey control.
 AX1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1850.See file dsdata.txt to determine how the superseded data were derived.
 AX1850
 AX1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT018569(NAD 83)
 AX1850_MARKER: DB = BENCH MARK DISK
 AX1850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1850_SP_SET: CULVERT
 AX1850_STAMPING: U 881 1943
 AX1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1850
 AX1850  HISTORY     - Date     Condition        Report By
 AX1850  HISTORY     - 1943     MONUMENTED       CGS
 AX1850  HISTORY     - 19930808 GOOD             USPSQD
 AX1850  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1850  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1850
 AX1850                          STATION DESCRIPTION
 AX1850
 AX1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1850'9.3 MI S FROM SEGUIN.
 AX1850'TO REACH FROM THE COURT HOUSE AT SEGUIN, PROCEED 9.5 MILES SOUTHERLY
 AX1850'ALONG STATE HIGHWAY NO. 123 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1850'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF
 AX1850'THE EAST HEADWALL OF A 10X10 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1850'HIGHWAY.  IT IS 21.9 FEET EAST OF AND ABOUT 3.0 FEET BELOW THE
 AX1850'CENTERLINE OF THE HIGHWAY.
 AX1850
 AX1850                          STATION RECOVERY (1993)
 AX1850
 AX1850'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1850'RECOVERED IN GOOD CONDITION.
 AX1850
 AX1850                          STATION RECOVERY (1999)
 AX1850
 AX1850'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1850'MARK NOT FOUND.
 AX1850
 AX1850                          STATION RECOVERY (2003)
 AX1850
 AX1850'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX1850'MARK RESET 1955 - SEE PID AX1851
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1851 ***********************************************************************
 AX1851  DESIGNATION -  U 881 RESET 1955
 AX1851  PID         -  AX1851
 AX1851  STATE/COUNTY-  TX/GUADALUPE
 AX1851  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1851
 AX1851                         *CURRENT SURVEY CONTROL
 AX1851  ___________________________________________________________________
 AX1851* NAD 83(1986)-  29 26 17.     (N)    097 56 58.     (W)     SCALED    
 AX1851* NAVD 88     -       189.91   (+/-2cm)     623.1    (feet)  VERTCON   
 AX1851  ___________________________________________________________________
 AX1851  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AX1851
 AX1851  VERT ORDER  -  THIRD (See Below)
 AX1851
 AX1851.The horizontal coordinates were scaled from a topographic map and have
 AX1851.an estimated accuracy of +/- 6 seconds.
 AX1851
 AX1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1851.The vertical order pertains to the NGVD 29 superseded value.
 AX1851
 AX1851.The geoid height was determined by GEOID03.
 AX1851
 AX1851;                    North         East    Units  Estimated Accuracy
 AX1851;SPC TXSC     - 4,178,300.      701,920.      MT  (+/- 180 meters Scaled)
 AX1851
 AX1851                          SUPERSEDED SURVEY CONTROL
 AX1851
 AX1851  NGVD 29 (??/??/??)  189.83   (m)          622.8    (f) RESET       3  
 AX1851
 AX1851.Superseded values are not recommended for survey control.
 AX1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1851.See file dsdata.txt to determine how the superseded data were derived.
 AX1851
 AX1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT018569(NAD 83)
 AX1851_MARKER: DB = BENCH MARK DISK
 AX1851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1851_SP_SET: CULVERT
 AX1851_STAMPING: U 881 RESET 1955
 AX1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1851
 AX1851  HISTORY     - Date     Condition        Report By
 AX1851  HISTORY     - 1955     MONUMENTED       TXHD
 AX1851  HISTORY     - 19930808 GOOD             USPSQD
 AX1851  HISTORY     - 19990925 GOOD             USPSQD
 AX1851  HISTORY     - 20030517 GOOD             USPSQD
 AX1851
 AX1851                          STATION DESCRIPTION
 AX1851
 AX1851'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AX1851'9.5 MI S FROM SEGUIN.
 AX1851'9.5 MILES SOUTH ALONG STATE HIGHWAY 123 FROM THE COUNTY COURTHOUSE AT
 AX1851'SEGUIN, GUADALUPE COUNTY, AT A 10- BY 10-FOOT CONCRETE-BOX CULVERT, IN
 AX1851'THE TOP OF THE NORTH END OF THE EAST HEADWALL, 36.9 FEET EAST OF THE
 AX1851'CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY. A
 AX1851'STANDARD DISK, STAMPED U 881 RESET 1955.
 AX1851
 AX1851                          STATION RECOVERY (1993)
 AX1851
 AX1851'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1851'RECOVERED IN GOOD CONDITION.
 AX1851
 AX1851                          STATION RECOVERY (1999)
 AX1851
 AX1851'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1851'RECOVERED IN GOOD CONDITION.
 AX1851
 AX1851                          STATION RECOVERY (2003)
 AX1851
 AX1851'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX1851'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 4 SATELLITES) READING OVER MARK
 AX1851'- 29 26 17.8 (N) - 097 56 59.1 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0916 ***********************************************************************
 BL0916  DESIGNATION -  U 882
 BL0916  PID         -  BL0916
 BL0916  STATE/COUNTY-  TX/POLK
 BL0916  USGS QUAD   -  ONALASKA (1972)
 BL0916
 BL0916                         *CURRENT SURVEY CONTROL
 BL0916  ___________________________________________________________________
 BL0916* NAD 83(1986)-  30 51 34.     (N)    095 06 12.     (W)     SCALED    
 BL0916* NAVD 88     -        72.16   (+/-2cm)     236.7    (feet)  VERTCON   
 BL0916  ___________________________________________________________________
 BL0916  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL0916
 BL0916  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0916
 BL0916.The horizontal coordinates were scaled from a topographic map and have
 BL0916.an estimated accuracy of +/- 6 seconds.
 BL0916
 BL0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0916.The vertical order pertains to the NGVD 29 superseded value.
 BL0916
 BL0916.The geoid height was determined by GEOID03.
 BL0916
 BL0916;                    North         East    Units  Estimated Accuracy
 BL0916;SPC TX C     - 3,143,980.    1,199,980.      MT  (+/- 180 meters Scaled)
 BL0916
 BL0916                          SUPERSEDED SURVEY CONTROL
 BL0916
 BL0916  NGVD 29 (??/??/92)   72.172  (m)          236.78   (f) ADJ UNCH    2 0
 BL0916
 BL0916.Superseded values are not recommended for survey control.
 BL0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0916.See file dsdata.txt to determine how the superseded data were derived.
 BL0916
 BL0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ988159(NAD 83)
 BL0916_MARKER: DB = BENCH MARK DISK
 BL0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0916_STAMPING: U 882 1947
 BL0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0916+STABILITY: SURFACE MOTION
 BL0916
 BL0916  HISTORY     - Date     Condition        Report By
 BL0916  HISTORY     - 1947     MONUMENTED       CGS
 BL0916
 BL0916                          STATION DESCRIPTION
 BL0916
 BL0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0916'4.6 MI NE FROM ONALASKA.
 BL0916'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0916'ONALASKA, THENCE 4.0 MILES NORTH ALONG A GRADED DIRT ROAD, 84.0 FEET
 BL0916'NORTHEAST OF A 10 INCH PINE TREE WITH A TRIANGLE BLAZE, 59.0 FEET WEST
 BL0916'OF THE CENTER LINE OF THE ROAD, 27.0 FEET SOUTH OF A 12 INCH PINE
 BL0916'TREE, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL0916'POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0927 ***********************************************************************
 BL0927  DESIGNATION -  U 883
 BL0927  PID         -  BL0927
 BL0927  STATE/COUNTY-  TX/TRINITY
 BL0927  USGS QUAD   -  CHITA (1972)
 BL0927
 BL0927                         *CURRENT SURVEY CONTROL
 BL0927  ___________________________________________________________________
 BL0927* NAD 83(1986)-  30 58 50.     (N)    095 08 00.     (W)     SCALED    
 BL0927* NAVD 88     -        76.73   (+/-2cm)     251.7    (feet)  VERTCON   
 BL0927  ___________________________________________________________________
 BL0927  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL0927
 BL0927  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0927
 BL0927.The horizontal coordinates were scaled from a topographic map and have
 BL0927.an estimated accuracy of +/- 6 seconds.
 BL0927
 BL0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0927.The vertical order pertains to the NGVD 29 superseded value.
 BL0927
 BL0927.The geoid height was determined by GEOID03.
 BL0927
 BL0927;                    North         East    Units  Estimated Accuracy
 BL0927;SPC TX C     - 3,157,260.    1,196,480.      MT  (+/- 180 meters Scaled)
 BL0927
 BL0927                          SUPERSEDED SURVEY CONTROL
 BL0927
 BL0927  NGVD 29 (??/??/92)   76.748  (m)          251.80   (f) ADJ UNCH    2 0
 BL0927
 BL0927.Superseded values are not recommended for survey control.
 BL0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0927.See file dsdata.txt to determine how the superseded data were derived.
 BL0927
 BL0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ962294(NAD 83)
 BL0927_MARKER: DB = BENCH MARK DISK
 BL0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0927_STAMPING: U 883 1947
 BL0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0927+STABILITY: SURFACE MOTION
 BL0927
 BL0927  HISTORY     - Date     Condition        Report By
 BL0927  HISTORY     - 1947     MONUMENTED       CGS
 BL0927  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0927
 BL0927                          STATION DESCRIPTION
 BL0927
 BL0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0927'6 MI SE FROM GROVETON.
 BL0927'5.4 MILES SOUTH ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE COURTHOUSE
 BL0927'AT GROVETON, THENCE 0.6 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, 66.9
 BL0927'FEET NORTHWEST OF THE NORTHWEST CORNER OF A 15 FOOT WOODEN BRIDGE,
 BL0927'47.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.8 FEET SOUTHEAST
 BL0927'OF THE SOUTHEAST END OF A GATE, 1.7 FEET NORTHWEST OF A REFERENCE
 BL0927'POST, 0.9 FOOT SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BL0927'AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL0927
 BL0927                          STATION RECOVERY (1996)
 BL0927
 BL0927'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1645 ***********************************************************************
 BY1645  DESIGNATION -  U 884
 BY1645  PID         -  BY1645
 BY1645  STATE/COUNTY-  TX/TRINITY
 BY1645  USGS QUAD   -  GROVETON EAST (1963)
 BY1645
 BY1645                         *CURRENT SURVEY CONTROL
 BY1645  ___________________________________________________________________
 BY1645* NAD 83(1986)-  31 03 04.     (N)    095 06 59.     (W)     SCALED    
 BY1645* NAVD 88     -        93.77   (+/-2cm)     307.6    (feet)  VERTCON   
 BY1645  ___________________________________________________________________
 BY1645  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY1645
 BY1645  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1645
 BY1645.The horizontal coordinates were scaled from a topographic map and have
 BY1645.an estimated accuracy of +/- 6 seconds.
 BY1645
 BY1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1645.The vertical order pertains to the NGVD 29 superseded value.
 BY1645
 BY1645.The geoid height was determined by GEOID03.
 BY1645
 BY1645;                    North         East    Units  Estimated Accuracy
 BY1645;SPC TX C     - 3,165,150.    1,197,730.      MT  (+/- 180 meters Scaled)
 BY1645
 BY1645                          SUPERSEDED SURVEY CONTROL
 BY1645
 BY1645  NGVD 29 (??/??/92)   93.782  (m)          307.68   (f) ADJ UNCH    2 0
 BY1645
 BY1645.Superseded values are not recommended for survey control.
 BY1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1645.See file dsdata.txt to determine how the superseded data were derived.
 BY1645
 BY1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ980371(NAD 83)
 BY1645_MARKER: DB = BENCH MARK DISK
 BY1645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1645_SP_SET: BRIDGE
 BY1645_STAMPING: U 884 1947
 BY1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1645
 BY1645  HISTORY     - Date     Condition        Report By
 BY1645  HISTORY     - 1947     MONUMENTED       CGS
 BY1645  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BY1645
 BY1645                          STATION DESCRIPTION
 BY1645
 BY1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1645'0.7 MI E FROM GROVETON.
 BY1645'0.7 MILE EAST ALONG U. S. HIGHWAY 287 FROM THE COURTHOUSE AT GROVETON,
 BY1645'13.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 BY1645'AND 3.5 FEET EAST OF THE WEST END OF THE SOUTH CURB OF A 26 FOOT
 BY1645'CONCRETE BRIDGE, AND ABOUT 1.5 FEET ABOVE THE HIGHWAY.
 BY1645
 BY1645                          STATION RECOVERY (1987)
 BY1645
 BY1645'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BY1645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0743 ***********************************************************************
 BY0743  DESIGNATION -  U 885
 BY0743  PID         -  BY0743
 BY0743  STATE/COUNTY-  TX/TRINITY
 BY0743  USGS QUAD   -  WELLS SW (1980)
 BY0743
 BY0743                         *CURRENT SURVEY CONTROL
 BY0743  ___________________________________________________________________
 BY0743* NAD 83(1986)-  31 16 57.     (N)    094 54 08.     (W)     SCALED    
 BY0743* NAVD 88     -        52.10   (+/-2cm)     170.9    (feet)  VERTCON   
 BY0743  ___________________________________________________________________
 BY0743  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY0743
 BY0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0743
 BY0743.The horizontal coordinates were scaled from a topographic map and have
 BY0743.an estimated accuracy of +/- 6 seconds.
 BY0743
 BY0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0743.The vertical order pertains to the NGVD 29 superseded value.
 BY0743
 BY0743.The geoid height was determined by GEOID03.
 BY0743
 BY0743;                    North         East    Units  Estimated Accuracy
 BY0743;SPC TX C     - 3,191,750.    1,216,900.      MT  (+/- 180 meters Scaled)
 BY0743
 BY0743                          SUPERSEDED SURVEY CONTROL
 BY0743
 BY0743  NGVD 29 (??/??/92)   52.144  (m)          171.08   (f) ADJ UNCH    2 0
 BY0743
 BY0743.Superseded values are not recommended for survey control.
 BY0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0743.See file dsdata.txt to determine how the superseded data were derived.
 BY0743
 BY0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ189624(NAD 83)
 BY0743_MARKER: DB = BENCH MARK DISK
 BY0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0743_STAMPING: U 885 1947
 BY0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0743+STABILITY: SURFACE MOTION
 BY0743
 BY0743  HISTORY     - Date     Condition        Report By
 BY0743  HISTORY     - 1947     MONUMENTED       CGS
 BY0743
 BY0743                          STATION DESCRIPTION
 BY0743
 BY0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0743'5.85 MI NE FROM APPLE SPRINGS.
 BY0743'5.85 MILES NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE
 BY0743'SPRINGS LODGE AT APPLE SPRINGS, 0.2 MILE NORTHEAST OF A RAILWAY
 BY0743'CROSSING, 68.6 NORTHEAST OF A 22 INCH OAK TREE, 55.6 FEET SOUTH OF THE
 BY0743'SOUTH CORNER OF AN OPEN GRATE BARBECUE PIT IN A PICNIC AREA, 41.0 FEET
 BY0743'NORTHWEST OF AND 4.0 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY,
 BY0743'17.7 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST ENTRANCE TO
 BY0743'THE PICNIC AREA, 7.4 FEET NORTH OF A 20 INCH OAK TREE, SET IN THE TOP
 BY0743'OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0794 ***********************************************************************
 AX0794  DESIGNATION -  U 886
 AX0794  PID         -  AX0794
 AX0794  STATE/COUNTY-  TX/LAVACA
 AX0794  USGS QUAD   -  HOPE (1981)
 AX0794
 AX0794                         *CURRENT SURVEY CONTROL
 AX0794  ___________________________________________________________________
 AX0794* NAD 83(1986)-  29 09 29.     (N)    096 56 53.     (W)     SCALED    
 AX0794* NAVD 88     -        46.43   (+/-2cm)     152.3    (feet)  VERTCON   
 AX0794  ___________________________________________________________________
 AX0794  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0794
 AX0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0794
 AX0794.The horizontal coordinates were scaled from a topographic map and have
 AX0794.an estimated accuracy of +/- 6 seconds.
 AX0794
 AX0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0794.The vertical order pertains to the NGVD 29 superseded value.
 AX0794
 AX0794.The geoid height was determined by GEOID03.
 AX0794
 AX0794;                    North         East    Units  Estimated Accuracy
 AX0794;SPC TXSC     - 4,148,570.      799,600.      MT  (+/- 180 meters Scaled)
 AX0794
 AX0794                          SUPERSEDED SURVEY CONTROL
 AX0794
 AX0794  NGVD 29 (??/??/92)   46.452  (m)          152.40   (f) ADJ UNCH    2 0
 AX0794
 AX0794.Superseded values are not recommended for survey control.
 AX0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0794.See file dsdata.txt to determine how the superseded data were derived.
 AX0794
 AX0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT995272(NAD 83)
 AX0794_MARKER: DB = BENCH MARK DISK
 AX0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0794_STAMPING: U 886 1943
 AX0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0794+STABILITY: SURFACE MOTION
 AX0794
 AX0794  HISTORY     - Date     Condition        Report By
 AX0794  HISTORY     - 1943     MONUMENTED       CGS
 AX0794  HISTORY     - 1965     POOR             USGS
 AX0794
 AX0794                          STATION DESCRIPTION
 AX0794
 AX0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0794'7.45 MI S FROM HOPE.
 AX0794'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 4.25 MILES
 AX0794'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO A SIDE ROAD INTERSECTION
 AX0794'LEADING EAST, THENCE 2.75 MILES EASTERLY TO THE FRIENDSHIP SCHOOL AND
 AX0794'A T-ROAD INTERSECTION, THENCE 0.45 MILE NORTHEASTERLY TO SITE OF BENCH
 AX0794'MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHEAST OF A FRAME HOUSE, AND
 AX0794'ABOUT 42.0 FEET NORTHEAST OF A WIRE GATE ACROSS THE ROAD.  IT IS 20.0
 AX0794'FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX0794'ROAD, 5.5 FEET SOUTHEAST OF A FENCE CORNER, AND 3.7 FEET SOUTHEAST OF
 AX0794'A 4X4-INCH WOODEN MARKER POST.  STAMPED U 886 1943.  NOTE-- TOP OF BM
 AX0794'HAS BEEN KNOCKED OFF.
 AX0794
 AX0794                          STATION RECOVERY (1965)
 AX0794
 AX0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX0794'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1165 ***********************************************************************
 AN1165  DESIGNATION -  U 887
 AN1165  PID         -  AN1165
 AN1165  STATE/COUNTY-  TX/DE WITT
 AN1165  USGS QUAD   -  MISSION VALLEY (1987)
 AN1165
 AN1165                         *CURRENT SURVEY CONTROL
 AN1165  ___________________________________________________________________
 AN1165* NAD 83(1986)-  28 56 08.     (N)    097 13 44.     (W)     SCALED    
 AN1165* NAVD 88     -        64.29   (+/-2cm)     210.9    (feet)  VERTCON   
 AN1165  ___________________________________________________________________
 AN1165  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1165
 AN1165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1165
 AN1165.The horizontal coordinates were scaled from a topographic map and have
 AN1165.an estimated accuracy of +/- 6 seconds.
 AN1165
 AN1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1165.The vertical order pertains to the NGVD 29 superseded value.
 AN1165
 AN1165.The geoid height was determined by GEOID03.
 AN1165
 AN1165;                    North         East    Units  Estimated Accuracy
 AN1165;SPC TXSC     - 4,123,460.      772,660.      MT  (+/- 180 meters Scaled)
 AN1165
 AN1165                          SUPERSEDED SURVEY CONTROL
 AN1165
 AN1165  NGVD 29 (??/??/92)   64.322  (m)          211.03   (f) ADJ UNCH    2 0
 AN1165
 AN1165.Superseded values are not recommended for survey control.
 AN1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1165.See file dsdata.txt to determine how the superseded data were derived.
 AN1165
 AN1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT726021(NAD 83)
 AN1165_MARKER: DB = BENCH MARK DISK
 AN1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1165_STAMPING: U 887 1943
 AN1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1165+STABILITY: SURFACE MOTION
 AN1165
 AN1165  HISTORY     - Date     Condition        Report By
 AN1165  HISTORY     - 1943     MONUMENTED       CGS
 AN1165
 AN1165                          STATION DESCRIPTION
 AN1165
 AN1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1165'3.9 MI NW FROM MISSION VALLEY.
 AN1165'TO REACH FROM THE LUTHERAN CHURCH AT MISSION VALLEY-- PROCEED 3.9
 AN1165'MILES NORTHWESTERLY ALONG THE MISSION VALLEY-ARNECKEVILLE ROAD TO SITE
 AN1165'OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHWEST OF A CURVE TO
 AN1165'THE SOUTH, AND ABOUT 250.0 FEET NORTHWEST OF A PRIVATE ROAD
 AN1165'INTERSECTION LEADING SOUTHWEST TO A FRAME HOUSE.  IT IS 23.0 FEET
 AN1165'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AN1165'13.0 FEET SOUTHEAST OF THE CENTERLINE OF A WOODEN GATE AND A FARM ROAD
 AN1165'LEADING NORTHEAST, 1.0 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 AN1165'3.3 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AN1165'PROJECTS 0.3 FOOT.  NOTE-- BENCH MARK IS ALSO 4.75 MILES SOUTHEAST OF
 AN1165'ARNECKEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1166 ***********************************************************************
 AN1166  DESIGNATION -  U 887 RESET 1953
 AN1166  PID         -  AN1166
 AN1166  STATE/COUNTY-  TX/DE WITT
 AN1166  USGS QUAD   -  MISSION VALLEY (1987)
 AN1166
 AN1166                         *CURRENT SURVEY CONTROL
 AN1166  ___________________________________________________________________
 AN1166* NAD 83(1986)-  28 56 08.     (N)    097 13 44.     (W)     SCALED    
 AN1166* NAVD 88     -        64.25   (+/-2cm)     210.8    (feet)  VERTCON   
 AN1166  ___________________________________________________________________
 AN1166  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1166
 AN1166  VERT ORDER  -  THIRD (See Below)
 AN1166
 AN1166.The horizontal coordinates were scaled from a topographic map and have
 AN1166.an estimated accuracy of +/- 6 seconds.
 AN1166
 AN1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1166.The vertical order pertains to the NGVD 29 superseded value.
 AN1166
 AN1166.The geoid height was determined by GEOID03.
 AN1166
 AN1166;                    North         East    Units  Estimated Accuracy
 AN1166;SPC TXSC     - 4,123,460.      772,660.      MT  (+/- 180 meters Scaled)
 AN1166
 AN1166                          SUPERSEDED SURVEY CONTROL
 AN1166
 AN1166  NGVD 29 (01/29/03)   64.28   (m)          210.9    (f) RESET       3  
 AN1166
 AN1166.Superseded values are not recommended for survey control.
 AN1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1166.See file dsdata.txt to determine how the superseded data were derived.
 AN1166
 AN1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT726021(NAD 83)
 AN1166_MARKER: DB = BENCH MARK DISK
 AN1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1166_STAMPING: U 887 RESET 1953
 AN1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1166+STABILITY: SURFACE MOTION
 AN1166
 AN1166  HISTORY     - Date     Condition        Report By
 AN1166  HISTORY     - 1953     MONUMENTED       TXHD
 AN1166  HISTORY     - 1963     GOOD             USGS
 AN1166
 AN1166                          STATION DESCRIPTION
 AN1166
 AN1166'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1166'4.7 MI SE FROM ARNECKEVILLE.
 AN1166'4.7 MILES SOUTHEAST ALONG FARM-TO MARKET ROAD 236 FROM THE POST OFFICE
 AN1166'AT ARNECKEVILLE, DE WITT COUNTY, AT THE NORTH END OF A CURVE TO THE
 AN1166'SOUTH, 250 FEET NORTHWEST OF THE JUNCTION OF A PRIVATE ROAD LEADING
 AN1166'SOUTHWEST TO A FRAMEHOUSE, 240 FEET SOUTHEAST OF THE JUNCTION OF A
 AN1166'PUBLIC ROAD LEADING NORTHEAST, 50 FEET NORTHEAST OF THE CENTERLINE OF
 AN1166'THE MAIN ROAD, 1.0 FOOT NORTHEAST OF THE ROW FENCE, 3.0 FEET SOUTHEAST
 AN1166'OF A WHITE WOOD WITNESS POST.  A STANDARD DISK, STAMPED U 887 RESET
 AN1166'1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AN1166'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1093 ***********************************************************************
 AN1093  DESIGNATION -  U 888 RESET 1961
 AN1093  PID         -  AN1093
 AN1093  STATE/COUNTY-  TX/GOLIAD
 AN1093  USGS QUAD   -  SCHROEDER (1987)
 AN1093
 AN1093                         *CURRENT SURVEY CONTROL
 AN1093  ___________________________________________________________________
 AN1093* NAD 83(1986)-  28 49 03.     (N)    097 12 32.     (W)     SCALED    
 AN1093* NAVD 88     -        42.47   (+/-2cm)     139.3    (feet)  VERTCON   
 AN1093  ___________________________________________________________________
 AN1093  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1093
 AN1093  VERT ORDER  -  THIRD (See Below)
 AN1093
 AN1093.The horizontal coordinates were scaled from a topographic map and have
 AN1093.an estimated accuracy of +/- 6 seconds.
 AN1093
 AN1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1093.The vertical order pertains to the NGVD 29 superseded value.
 AN1093
 AN1093.The geoid height was determined by GEOID03.
 AN1093
 AN1093;                    North         East    Units  Estimated Accuracy
 AN1093;SPC TXSC     - 4,110,410.      774,810.      MT  (+/- 180 meters Scaled)
 AN1093
 AN1093                          SUPERSEDED SURVEY CONTROL
 AN1093
 AN1093  NGVD 29 (01/29/03)   42.53   (m)          139.5    (f) RESET       3  
 AN1093
 AN1093.Superseded values are not recommended for survey control.
 AN1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1093.See file dsdata.txt to determine how the superseded data were derived.
 AN1093
 AN1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS747890(NAD 83)
 AN1093_MARKER: DB = BENCH MARK DISK
 AN1093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1093_SP_SET: CULVERT
 AN1093_STAMPING: U 888 RESET 1961
 AN1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1093
 AN1093  HISTORY     - Date     Condition        Report By
 AN1093  HISTORY     - 1961     MONUMENTED       TXHD
 AN1093  HISTORY     - 1990     GOOD             USPSQD
 AN1093
 AN1093                          STATION DESCRIPTION
 AN1093
 AN1093'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1093'0.7 MI NE FROM SCHROEDER.
 AN1093'0.7 MILES NORTHEAST ALONG F.M. HWY. 622 FROM THE SCHOOL AT SCHROEDER,
 AN1093'IN THE NORTH HEADWALL OF A CONCRETE CULVERT, 1.0 FOOT EAST OF THE WEST
 AN1093'END OF THE HEADWALL, 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AN1093'AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 AN1093
 AN1093                          STATION RECOVERY (1990)
 AN1093
 AN1093'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1791 ***********************************************************************
 BK1791  DESIGNATION -  U 89
 BK1791  PID         -  BK1791
 BK1791  STATE/COUNTY-  TX/ORANGE
 BK1791  USGS QUAD   -  MAURICEVILLE (1974)
 BK1791
 BK1791                         *CURRENT SURVEY CONTROL
 BK1791  ___________________________________________________________________
 BK1791* NAD 83(1986)-  30 12 07.     (N)    093 52 07.     (W)     SCALED    
 BK1791* NAVD 88     -         8.06   (+/-2cm)      26.4    (feet)  VERTCON   
 BK1791  ___________________________________________________________________
 BK1791  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK1791
 BK1791  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1791
 BK1791.The horizontal coordinates were scaled from a topographic map and have
 BK1791.an estimated accuracy of +/- 6 seconds.
 BK1791
 BK1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1791.The vertical order pertains to the NGVD 29 superseded value.
 BK1791
 BK1791.The geoid height was determined by GEOID03.
 BK1791
 BK1791;                    North         East    Units  Estimated Accuracy
 BK1791;SPC TX C     - 3,077,420.    1,322,130.      MT  (+/- 180 meters Scaled)
 BK1791
 BK1791                          SUPERSEDED SURVEY CONTROL
 BK1791
 BK1791  NGVD 29 (??/??/??)    8.019  (m)           26.31   (f) ADJUSTED    1 2
 BK1791
 BK1791.Superseded values are not recommended for survey control.
 BK1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1791.See file dsdata.txt to determine how the superseded data were derived.
 BK1791
 BK1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP163414(NAD 83)
 BK1791_MARKER: DB = BENCH MARK DISK
 BK1791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1791_SP_SET: FOOTING
 BK1791_STAMPING: 26.923 U-89 1932
 BK1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1791
 BK1791  HISTORY     - Date     Condition        Report By
 BK1791  HISTORY     - 1932     MONUMENTED       CGS
 BK1791  HISTORY     - 1966     MARK NOT FOUND   CGS
 BK1791  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1791  HISTORY     - 19960427 GOOD             USPSQD
 BK1791  HISTORY     - 20010401 MARK NOT FOUND   USPSQD
 BK1791
 BK1791                          STATION DESCRIPTION
 BK1791
 BK1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BK1791'IN MAURICEVILLE.
 BK1791'AT MAURICEVILLE, ORANGE COUNTY, ON THE KANSAS CITY SOUTHERN RAILWAY, 2
 BK1791'RAILS WEST OF THE CROSSING OF THE ORANGE AND NORTHWESTERN RAILROAD, 80
 BK1791'FEET NORTH OF THE CROSSING OF STATE HIGHWAY 62, 30 FEET SOUTH OF THE
 BK1791'TRACK, AT THE WATER TANK, AND IN THE SOUTHEAST CORNER OF THE SOUTHEAST
 BK1791'FOOTING.  A STANDARD DISK, STAMPED 26.923 U 89 1932. NOTE-- THE WATER
 BK1791'TANK HAS BEEN TORE DOWN, AND A BUILDING HAS BEEN SET ON THE CONCRETE
 BK1791'FOOTING.  IF THE MARK STILL EXISTS IT IS UNDER THE FLOOR OF THE
 BK1791'BUILDING.
 BK1791
 BK1791                          STATION RECOVERY (1979)
 BK1791
 BK1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1791'MARK NOT FOUND.
 BK1791
 BK1791                          STATION RECOVERY (1996)
 BK1791
 BK1791'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1791'RECOVERED IN GOOD CONDITION.
 BK1791
 BK1791                          STATION RECOVERY (2001)
 BK1791
 BK1791'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1630 ***********************************************************************
 AX1630  DESIGNATION -  U 890 RESET 1972
 AX1630  PID         -  AX1630
 AX1630  STATE/COUNTY-  TX/LAVACA
 AX1630  USGS QUAD   -  SWEET HOME (1987)
 AX1630
 AX1630                         *CURRENT SURVEY CONTROL
 AX1630  ___________________________________________________________________
 AX1630* NAD 83(1986)-  29 21 48.     (N)    097 01 57.     (W)     SCALED    
 AX1630* NAVD 88     -        84.06   (+/-2cm)     275.8    (feet)  VERTCON   
 AX1630  ___________________________________________________________________
 AX1630  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX1630
 AX1630  VERT ORDER  -  THIRD (See Below)
 AX1630
 AX1630.The horizontal coordinates were scaled from a topographic map and have
 AX1630.an estimated accuracy of +/- 6 seconds.
 AX1630
 AX1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1630.The vertical order pertains to the NGVD 29 superseded value.
 AX1630
 AX1630.The geoid height was determined by GEOID03.
 AX1630
 AX1630;                    North         East    Units  Estimated Accuracy
 AX1630;SPC TXSC     - 4,171,170.      791,000.      MT  (+/- 180 meters Scaled)
 AX1630
 AX1630                          SUPERSEDED SURVEY CONTROL
 AX1630
 AX1630  NGVD 29 (01/29/03)   84.06   (m)          275.8    (f) RESET       3  
 AX1630
 AX1630.Superseded values are not recommended for survey control.
 AX1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1630.See file dsdata.txt to determine how the superseded data were derived.
 AX1630
 AX1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT909498(NAD 83)
 AX1630_MARKER: DB = BENCH MARK DISK
 AX1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1630_SP_SET: IRON PIPE
 AX1630_STAMPING: U 890 RESET 1972
 AX1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1630
 AX1630  HISTORY     - Date     Condition        Report By
 AX1630  HISTORY     - 1972     MONUMENTED       NGS
 AX1630
 AX1630                          STATION DESCRIPTION
 AX1630
 AX1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1630'9 MI SW FROM HALLETSVILLE.
 AX1630'FROM THE INTERSECTION OF U.S. HIGHWAY ALT. 77 AND STATE HIGHWAY 111 IN
 AX1630'YOAKUM.  GO NORTHEAST ON U.S. HWY. ALT. 77 FOR 1.9 MILES TO THE
 AX1630'INTERSECTION OF STATE HWY. 95 ON THE LEFT.  KEEP RIGHT AND CONTINUE
 AX1630'NORTHEAST ON U.S. HWY. ALT. 77 FOR 6.2 MILES TO A SIDE ROAD ON THE
 AX1630'RIGHT.  HWY. STARTS DOWN GRADE AT THIS POINT TO BRIDGE CROSSING. TURN
 AX1630'RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.8 MILE TO A SIDE ROAD ON THE
 AX1630'LEFT.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 1.6 MILES TO A T
 AX1630'INTERSECTION.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.4 MILE TO
 AX1630'A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH (THIS WILL BE F.M.
 AX1630'318 ON COMPLETION OF ROAD) FOR 0.5 MILE TO MARK ON THE RIGHT.  ON
 AX1630'COMPLETION OF F.M. ROAD 618, THERE SHOULD BE A CONCRETE CULVERT OR
 AX1630'BRIDGE IN THE AREA AS THIS IS A LOW DRAINAGE AREA.  A STANDARD BENCH
 AX1630'MARK DISK, CEMENTED IN THE TOP OF A 6-INCH IRON PIPE THAT PROJECTS
 AX1630'8-INCHES AND IS STAMPED U 890 RESET 1972.  IT IS 56 FEET SOUTHEAST OF
 AX1630'THE CENTER OF ROAD, 22 FEET NORTH OF THE NORTH BANK OF CREEK, 2 FEET
 AX1630'SOUTH OF A 4 X 6 INCH WOODEN POST (RAILROAD TIE), AND 1.6 FEET EAST OF
 AX1630'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1159 ***********************************************************************
 BY1159  DESIGNATION -  U 891
 BY1159  PID         -  BY1159
 BY1159  STATE/COUNTY-  TX/NACOGDOCHES
 BY1159  USGS QUAD   -  APPLEBY (1983)
 BY1159
 BY1159                         *CURRENT SURVEY CONTROL
 BY1159  ___________________________________________________________________
 BY1159* NAD 83(1986)-  31 39 27.     (N)    094 31 32.     (W)     SCALED    
 BY1159* NAVD 88     -       119.48   (+/-2cm)     392.0    (feet)  VERTCON   
 BY1159  ___________________________________________________________________
 BY1159  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BY1159
 BY1159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1159
 BY1159.The horizontal coordinates were scaled from a topographic map and have
 BY1159.an estimated accuracy of +/- 6 seconds.
 BY1159
 BY1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1159.The vertical order pertains to the NGVD 29 superseded value.
 BY1159
 BY1159.The geoid height was determined by GEOID03.
 BY1159
 BY1159;                    North         East    Units  Estimated Accuracy
 BY1159;SPC TX C     - 3,235,080.    1,250,550.      MT  (+/- 180 meters Scaled)
 BY1159
 BY1159                          SUPERSEDED SURVEY CONTROL
 BY1159
 BY1159  NGVD 29 (??/??/92)  119.512  (m)          392.10   (f) ADJ UNCH    2 0
 BY1159
 BY1159.Superseded values are not recommended for survey control.
 BY1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1159.See file dsdata.txt to determine how the superseded data were derived.
 BY1159
 BY1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR553034(NAD 83)
 BY1159_MARKER: DB = BENCH MARK DISK
 BY1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1159_STAMPING: U 891 1948
 BY1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1159+STABILITY: SURFACE MOTION
 BY1159
 BY1159  HISTORY     - Date     Condition        Report By
 BY1159  HISTORY     - 1948     MONUMENTED       CGS
 BY1159
 BY1159                          STATION DESCRIPTION
 BY1159
 BY1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1159'5.8 MI N FROM SWIFT.
 BY1159'2.4 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1159'SWIFT, THENCE 3.4 MILES NORTH ALONG A GRADED DIRT ROAD, 0.85 MILE
 BY1159'NORTH OF SHADY GROVE CHURCH, 0.55 MILE SOUTH OF JUNCTION OF ROAD WITH
 BY1159'AN EAST-WEST ROAD, 94.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 68.6
 BY1159'FEET NORTH NORTHWEST OF A WELL, 24.3 FEET NORTH NORTHWEST OF THE
 BY1159'NORTHEAST CORNER OF THE WHITE FRAME HOME OF HENRY CORDOBA, 9.0 FEET
 BY1159'NORTHWEST OF THE WEST END OF A HEDGE ROW, 5.0 FEET EAST OF THE LINE OF
 BY1159'THE EAST FACE OF THE CORDOBA HOME, 1.5 FEET EAST OF A REFERENCE POST,
 BY1159'1.0 FOOT NORTH OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 BY1159'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- MARK IS ABOUT 0.2 MILE
 BY1159'NORTH OF A SHARP TURN IN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0157 ***********************************************************************
 BY0157  DESIGNATION -  U 892
 BY0157  PID         -  BY0157
 BY0157  STATE/COUNTY-  TX/NACOGDOCHES
 BY0157  USGS QUAD   -  GARRISON EAST (1984)
 BY0157
 BY0157                         *CURRENT SURVEY CONTROL
 BY0157  ___________________________________________________________________
 BY0157* NAD 83(1986)-  31 47 15.     (N)    094 26 40.     (W)     SCALED    
 BY0157* NAVD 88     -        99.33   (+/-2cm)     325.9    (feet)  VERTCON   
 BY0157  ___________________________________________________________________
 BY0157  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY0157
 BY0157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0157
 BY0157.The horizontal coordinates were scaled from a topographic map and have
 BY0157.an estimated accuracy of +/- 6 seconds.
 BY0157
 BY0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0157.The vertical order pertains to the NGVD 29 superseded value.
 BY0157
 BY0157.The geoid height was determined by GEOID03.
 BY0157
 BY0157;                    North         East    Units  Estimated Accuracy
 BY0157;SPC TX C     - 3,249,870.    1,257,470.      MT  (+/- 180 meters Scaled)
 BY0157
 BY0157                          SUPERSEDED SURVEY CONTROL
 BY0157
 BY0157  NGVD 29 (??/??/92)   99.330  (m)          325.89   (f) ADJ UNCH    2 0
 BY0157
 BY0157.Superseded values are not recommended for survey control.
 BY0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0157.See file dsdata.txt to determine how the superseded data were derived.
 BY0157
 BY0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR632177(NAD 83)
 BY0157_MARKER: DB = BENCH MARK DISK
 BY0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0157_STAMPING: U 892 1948
 BY0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0157+STABILITY: SURFACE MOTION
 BY0157
 BY0157  HISTORY     - Date     Condition        Report By
 BY0157  HISTORY     - 1948     MONUMENTED       CGS
 BY0157  HISTORY     - 1980     GOOD             USGS
 BY0157  HISTORY     - 19980919 GOOD             USPSQD
 BY0157
 BY0157                          STATION DESCRIPTION
 BY0157
 BY0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0157'4.30 MI SE FROM GARRISON.
 BY0157'0.1 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0157'STATION AT GARRISON, THENCE 1.55 MILES SOUTHEAST AND 2.65 MILES SOUTH
 BY0157'AND SOUTHEAST ALONG A GRADED DIRT ROAD (GARRISON-PINE HILL SCHOOL
 BY0157'ROAD), 0.35 MILE SOUTHEAST OF A COLORED CEMETERY, AT THE IRVIN BROTHER
 BY0157'FARM HOME WHICH IS OCCUPIED BY D. M. ADKISON, 76.0 FEET SOUTHEAST OF
 BY0157'THE SOUTHEAST CORNER OF THE FARMHOUSE, 70.0 FEET WEST OF THE CENTER
 BY0157'LINE OF THE ROAD, 25.0 FEET SOUTHEAST OF AN 18-INCH OAK TREE, 5.0 FEET
 BY0157'EAST OF A 3-WAY FENCE CORNER POST, 2.6 FEET WEST OF A REFERENCE POST,
 BY0157'1.0 FOOT NORTH OF A FENCE, IN FENCE LINE BETWEEN PROPERTY OF IRVIN
 BY0157'BROTHERS AND J. C. BELL, AND SET IN THE TOP OF A CONCRETE POST
 BY0157'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0157
 BY0157                          STATION RECOVERY (1980)
 BY0157
 BY0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0157'FROM THE INTERSECTION OF HIGHWAY 59 AND FM 138 IN GARRISON THENCE 4.1
 BY0157'MILE EAST ALONG FM 138 TO A DRIVEWAY WEST LEADING TO A WHITE FRAMED
 BY0157'HOUSE, 0.35 MILE SOUTHEAST OF MAST CEMETARY, 93 FEET EAST OF THE
 BY0157'CENTER LINE HIGHWAY. 17 FEET SOUTH & 21 FEET EAST OF AN OAK TREE. SET
 BY0157'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND,
 BY0157'ALONG THE FENCE LINE.
 BY0157
 BY0157                          STATION RECOVERY (1998)
 BY0157
 BY0157'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0276 ***********************************************************************
 BY0276  DESIGNATION -  U 894
 BY0276  PID         -  BY0276
 BY0276  STATE/COUNTY-  TX/NACOGDOCHES
 BY0276  USGS QUAD   -  MELROSE (1984)
 BY0276
 BY0276                         *CURRENT SURVEY CONTROL
 BY0276  ___________________________________________________________________
 BY0276* NAD 83(1986)-  31 31 56.     (N)    094 23 48.     (W)     SCALED    
 BY0276* NAVD 88     -       103.83   (+/-2cm)     340.6    (feet)  VERTCON   
 BY0276  ___________________________________________________________________
 BY0276  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY0276
 BY0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0276
 BY0276.The horizontal coordinates were scaled from a topographic map and have
 BY0276.an estimated accuracy of +/- 6 seconds.
 BY0276
 BY0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0276.The vertical order pertains to the NGVD 29 superseded value.
 BY0276
 BY0276.The geoid height was determined by GEOID03.
 BY0276
 BY0276;                    North         East    Units  Estimated Accuracy
 BY0276;SPC TX C     - 3,221,850.    1,263,490.      MT  (+/- 180 meters Scaled)
 BY0276
 BY0276                          SUPERSEDED SURVEY CONTROL
 BY0276
 BY0276  NGVD 29 (??/??/92)  103.868  (m)          340.77   (f) ADJ UNCH    2 0
 BY0276
 BY0276.Superseded values are not recommended for survey control.
 BY0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0276.See file dsdata.txt to determine how the superseded data were derived.
 BY0276
 BY0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ674894(NAD 83)
 BY0276_MARKER: DB = BENCH MARK DISK
 BY0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0276_STAMPING: U 894 1949
 BY0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0276+STABILITY: SURFACE MOTION
 BY0276
 BY0276  HISTORY     - Date     Condition        Report By
 BY0276  HISTORY     - 1949     MONUMENTED       CGS
 BY0276  HISTORY     - 1962     GOOD             NGS
 BY0276  HISTORY     - 19980919 GOOD             USPSQD
 BY0276
 BY0276                          STATION DESCRIPTION
 BY0276
 BY0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BY0276'3.8 MI NW FROM CHIRENO.
 BY0276'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BY0276'CHIRENO, 1.0 MILE EAST OF BENCH MARK V 894, 0.7 MILE WEST OF THE
 BY0276'CROSSING OF FROST INDUSTRIES, INC. RAILROAD, 0.1 MILE WEST OF A POINT
 BY0276'WHERE THE HIGHWAY PASSES OVER THE CREST OF A HILL, AT THE FARM HOME OF
 BY0276'GUSSY METOYA WHICH IS OCCUPIED BY ELMER FIELDS, 130.0 FEET NORTH OF
 BY0276'THE CENTER LINE OF THE HIGHWAY, 117.2 FEET WEST OF THE NORTHWEST
 BY0276'CORNER OF THE FARMHOUSE, 51.5 FEET SOUTH OF AN 18-INCH OAK TREE, 127.4
 BY0276'FEET NORTHWEST OF THE NORTH END OF A 2-FOOT BY 4-FOOT CONCRETE BOX
 BY0276'CULVERT UNDER THE HIGHWAY, 1.4 FEET NORTH OF A REFERENCE POST, 1.2
 BY0276'FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0276'0.7 FOOT ABOVE THE GROUND.  NOTE-- (THIS BENCH MARK WAS RECOVERED IN
 BY0276'GOOD CONDITION.  ALL DISTANCES OF POINTS IN REFERENCE TO THE RECOVERY
 BY0276'OF BENCH MARK STILL APPLY AS DESCRIBED IN THE ORIGINAL DESCRIPTION,
 BY0276'EXCEPT) THE FARM HOUSE NO LONGER EXISTS.  THE BENCH MARK IS IN A SMALL
 BY0276'WOODED AREA AT THE SOUTH EDGE OF A CULTIVATED FIELD.
 BY0276
 BY0276                          STATION RECOVERY (1998)
 BY0276
 BY0276'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1197 ***********************************************************************
 BY1197  DESIGNATION -  U 895
 BY1197  PID         -  BY1197
 BY1197  STATE/COUNTY-  TX/NACOGDOCHES
 BY1197  USGS QUAD   -  WODEN (1983)
 BY1197
 BY1197                         *CURRENT SURVEY CONTROL
 BY1197  ___________________________________________________________________
 BY1197* NAD 83(1986)-  31 32 46.     (N)    094 32 39.     (W)     SCALED    
 BY1197* NAVD 88     -        99.61   (+/-2cm)     326.8    (feet)  VERTCON   
 BY1197  ___________________________________________________________________
 BY1197  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1197
 BY1197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1197
 BY1197.The horizontal coordinates were scaled from a topographic map and have
 BY1197.an estimated accuracy of +/- 6 seconds.
 BY1197
 BY1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1197.The vertical order pertains to the NGVD 29 superseded value.
 BY1197
 BY1197.The geoid height was determined by GEOID03.
 BY1197
 BY1197;                    North         East    Units  Estimated Accuracy
 BY1197;SPC TX C     - 3,222,650.    1,249,430.      MT  (+/- 180 meters Scaled)
 BY1197
 BY1197                          SUPERSEDED SURVEY CONTROL
 BY1197
 BY1197  NGVD 29 (??/??/92)   99.683  (m)          327.04   (f) ADJ UNCH    2 0
 BY1197
 BY1197.Superseded values are not recommended for survey control.
 BY1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1197.See file dsdata.txt to determine how the superseded data were derived.
 BY1197
 BY1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ534911(NAD 83)
 BY1197_MARKER: DB = BENCH MARK DISK
 BY1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1197_STAMPING: U 895 1949
 BY1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1197+STABILITY: SURFACE MOTION
 BY1197
 BY1197  HISTORY     - Date     Condition        Report By
 BY1197  HISTORY     - 1949     MONUMENTED       CGS
 BY1197
 BY1197                          STATION DESCRIPTION
 BY1197
 BY1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1197'1.8 MI S FROM OAK RIDGE.
 BY1197'1.8 MILES SOUTH ALONG FARM ROAD 226 FROM THE ELEMENTARY SCHOOL AT OAK
 BY1197'RIDGE, 0.15 MILE NORTH OF A JUNCTION WITH A ROAD LEADING EAST, 104.3
 BY1197'FEET NORTHEAST OF THE NORTHEAST OF THE JEFF GRIMES RESIDENCE, 56.8
 BY1197'FEET SOUTHWEST OF THE CENTER OF THE WEST END OF A CORRUGATED IRON
 BY1197'CULVERT, 42.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 16.0 FEET
 BY1197'NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST, 14.3
 BY1197'FEET NORTH ALONG A FENCE LINE FROM A 48-INCH OAK TREE, 1.3 FEET SOUTH
 BY1197'OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE LINE, AND SET IN THE TOP
 BY1197'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1057 ***********************************************************************
 BY1057  DESIGNATION -  U 896
 BY1057  PID         -  BY1057
 BY1057  STATE/COUNTY-  TX/TRINITY
 BY1057  USGS QUAD   -  WELLS SW (1980)
 BY1057
 BY1057                         *CURRENT SURVEY CONTROL
 BY1057  ___________________________________________________________________
 BY1057* NAD 83(1986)-  31 18 50.     (N)    094 59 54.     (W)     SCALED    
 BY1057* NAVD 88     -        83.80   (+/-2cm)     274.9    (feet)  VERTCON   
 BY1057  ___________________________________________________________________
 BY1057  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY1057
 BY1057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1057
 BY1057.The horizontal coordinates were scaled from a topographic map and have
 BY1057.an estimated accuracy of +/- 6 seconds.
 BY1057
 BY1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1057.The vertical order pertains to the NGVD 29 superseded value.
 BY1057
 BY1057.The geoid height was determined by GEOID03.
 BY1057
 BY1057;                    North         East    Units  Estimated Accuracy
 BY1057;SPC TX C     - 3,194,780.    1,207,590.      MT  (+/- 180 meters Scaled)
 BY1057
 BY1057                          SUPERSEDED SURVEY CONTROL
 BY1057
 BY1057  NGVD 29 (??/??/92)   83.838  (m)          275.06   (f) ADJ UNCH    2 0
 BY1057
 BY1057.Superseded values are not recommended for survey control.
 BY1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1057.See file dsdata.txt to determine how the superseded data were derived.
 BY1057
 BY1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ098661(NAD 83)
 BY1057_MARKER: DB = BENCH MARK DISK
 BY1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1057_STAMPING: U 896 1948
 BY1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1057+STABILITY: SURFACE MOTION
 BY1057
 BY1057  HISTORY     - Date     Condition        Report By
 BY1057  HISTORY     - 1948     MONUMENTED       CGS
 BY1057
 BY1057                          STATION DESCRIPTION
 BY1057
 BY1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1057'6.9 MI W FROM APPLE SPRINGS.
 BY1057'6.5 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT APPLE
 BY1057'SPRINGS, THENCE 0.4 MILE WEST ALONG DAVY CROCKETT NATIONAL FOREST
 BY1057'HIGHWAY 27, 28.7 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10.0
 BY1057'FEET NORTHWEST OF A 16-INCH PINE TREE WITH A TRIANGULAR BLAZE, 1.7
 BY1057'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1057'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.6
 BY1057'MILE NORTH AND 0.4 MILE WEST OF BENCH MARK L 556.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1623 ***********************************************************************
 BY1623  DESIGNATION -  U 897
 BY1623  PID         -  BY1623
 BY1623  STATE/COUNTY-  TX/HOUSTON
 BY1623  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1623
 BY1623                         *CURRENT SURVEY CONTROL
 BY1623  ___________________________________________________________________
 BY1623* NAD 83(1986)-  31 08 26.     (N)    095 23 44.     (W)     SCALED    
 BY1623* NAVD 88     -        59.98   (+/-2cm)     196.8    (feet)  VERTCON   
 BY1623  ___________________________________________________________________
 BY1623  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BY1623
 BY1623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1623
 BY1623.The horizontal coordinates were scaled from a topographic map and have
 BY1623.an estimated accuracy of +/- 6 seconds.
 BY1623
 BY1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1623.The vertical order pertains to the NGVD 29 superseded value.
 BY1623
 BY1623.The geoid height was determined by GEOID03.
 BY1623
 BY1623;                    North         East    Units  Estimated Accuracy
 BY1623;SPC TX C     - 3,173,840.    1,170,680.      MT  (+/- 180 meters Scaled)
 BY1623
 BY1623                          SUPERSEDED SURVEY CONTROL
 BY1623
 BY1623  NGVD 29 (??/??/92)   59.998  (m)          196.84   (f) ADJ UNCH    2 0
 BY1623
 BY1623.Superseded values are not recommended for survey control.
 BY1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1623.See file dsdata.txt to determine how the superseded data were derived.
 BY1623
 BY1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ716476(NAD 83)
 BY1623_MARKER: DB = BENCH MARK DISK
 BY1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1623_STAMPING: U 897 1948
 BY1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1623+STABILITY: SURFACE MOTION
 BY1623
 BY1623  HISTORY     - Date     Condition        Report By
 BY1623  HISTORY     - 1948     MONUMENTED       CGS
 BY1623  HISTORY     - 1962     GOOD             USGS
 BY1623
 BY1623                          STATION DESCRIPTION
 BY1623
 BY1623'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BY1623'3.4 MI E FROM LOVELADY.
 BY1623'LOVELADY, 3.4 MILES EAST OF ALONG FARM ROAD NO. 1280.  0.3 MILES WEST
 BY1623'OF A T-RD-S.  353 FEET EAST OF A SMALL BRIDGE.  95 WEST OF JCT. OF
 BY1623'ROAD NO. 1280 AND AN ABANDONED ROAD, 102 FEET SW. OF THE CENTER LINE
 BY1623'OF ROAD NO. 1280, 58 FEET SE. OF THE CENTER LINE OF THE ABANDONED
 BY1623'ROAD, IN A CONCRETE POST, A STANDARD TABLET STAMPED U 897 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0152 ***********************************************************************
 BZ0152  DESIGNATION -  U 898
 BZ0152  PID         -  BZ0152
 BZ0152  STATE/COUNTY-  TX/FREESTONE
 BZ0152  USGS QUAD   -  DEW (1982)
 BZ0152
 BZ0152                         *CURRENT SURVEY CONTROL
 BZ0152  ___________________________________________________________________
 BZ0152* NAD 83(1986)-  31 32 28.     (N)    096 11 44.     (W)     SCALED    
 BZ0152* NAVD 88     -       146.061  (meters)     479.20   (feet)  ADJUSTED  
 BZ0152  ___________________________________________________________________
 BZ0152  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BZ0152  DYNAMIC HT  -         145.884 (meters)     478.62  (feet)  COMP
 BZ0152  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 BZ0152
 BZ0152  VERT ORDER  -  SECOND    CLASS 0
 BZ0152
 BZ0152.The horizontal coordinates were scaled from a topographic map and have
 BZ0152.an estimated accuracy of +/- 6 seconds.
 BZ0152
 BZ0152.The orthometric height was determined by differential leveling
 BZ0152.and adjusted by the National Geodetic Survey in June 1991..
 BZ0152
 BZ0152.The geoid height was determined by GEOID03.
 BZ0152
 BZ0152.The dynamic height is computed by dividing the NAVD 88
 BZ0152.geopotential number by the normal gravity value computed on the
 BZ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0152.degrees latitude (g = 980.6199 gals.).
 BZ0152
 BZ0152.The modeled gravity was interpolated from observed gravity values.
 BZ0152
 BZ0152;                    North         East    Units  Estimated Accuracy
 BZ0152;SPC TX C     - 3,215,100.    1,092,810.      MT  (+/- 180 meters Scaled)
 BZ0152
 BZ0152                          SUPERSEDED SURVEY CONTROL
 BZ0152
 BZ0152  NGVD 29 (??/??/92)  146.051  (m)          479.17   (f) ADJ UNCH    2 0
 BZ0152
 BZ0152.Superseded values are not recommended for survey control.
 BZ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0152.See file dsdata.txt to determine how the superseded data were derived.
 BZ0152
 BZ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV662929(NAD 83)
 BZ0152_MARKER: DB = BENCH MARK DISK
 BZ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0152_STAMPING: U 898 1948
 BZ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0152+STABILITY: SURFACE MOTION
 BZ0152
 BZ0152  HISTORY     - Date     Condition        Report By
 BZ0152  HISTORY     - 1948     MONUMENTED       CGS
 BZ0152  HISTORY     - 1965     GOOD             USGS
 BZ0152
 BZ0152                          STATION DESCRIPTION
 BZ0152
 BZ0152'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BZ0152'3.85 MI E FROM FREESTONE.
 BZ0152'0.3 MILES SOUTH ALONG FARM ROAD 80 FROM THE POST OFFICE AT FREESTONE,
 BZ0152'THENCE 1.9 MILES EAST ALONG FARM ROAD 489 TO A ROAD JUNCTION, THENCE
 BZ0152'SOUTHEAST ALONG GRADED 0.8 MILES TO A ROAD JUNCTION, THENCE 0.9 MILES
 BZ0152'WEST SOUTHWEST, AGOUT 50 FEET SOUTHEAST OF A FARMHOUSE, 49 FEET
 BZ0152'SOUTHWEST OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF A CONCRETE
 BZ0152'POST PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0177 ***********************************************************************
 BZ0177  DESIGNATION -  U 899
 BZ0177  PID         -  BZ0177
 BZ0177  STATE/COUNTY-  TX/FREESTONE
 BZ0177  USGS QUAD   -  LANELY (1982)
 BZ0177
 BZ0177                         *CURRENT SURVEY CONTROL
 BZ0177  ___________________________________________________________________
 BZ0177* NAD 83(1986)-  31 36 04.     (N)    096 03 32.     (W)     SCALED    
 BZ0177* NAVD 88     -       139.883  (meters)     458.93   (feet)  ADJUSTED  
 BZ0177  ___________________________________________________________________
 BZ0177  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BZ0177  DYNAMIC HT  -         139.713 (meters)     458.38  (feet)  COMP
 BZ0177  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 BZ0177
 BZ0177  VERT ORDER  -  SECOND    CLASS 0
 BZ0177
 BZ0177.The horizontal coordinates were scaled from a topographic map and have
 BZ0177.an estimated accuracy of +/- 6 seconds.
 BZ0177
 BZ0177.The orthometric height was determined by differential leveling
 BZ0177.and adjusted by the National Geodetic Survey in June 1991..
 BZ0177
 BZ0177.The geoid height was determined by GEOID03.
 BZ0177
 BZ0177.The dynamic height is computed by dividing the NAVD 88
 BZ0177.geopotential number by the normal gravity value computed on the
 BZ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0177.degrees latitude (g = 980.6199 gals.).
 BZ0177
 BZ0177.The modeled gravity was interpolated from observed gravity values.
 BZ0177
 BZ0177;                    North         East    Units  Estimated Accuracy
 BZ0177;SPC TX C     - 3,222,240.    1,105,520.      MT  (+/- 180 meters Scaled)
 BZ0177
 BZ0177                          SUPERSEDED SURVEY CONTROL
 BZ0177
 BZ0177  NGVD 29 (??/??/92)  139.866  (m)          458.88   (f) ADJ UNCH    2 0
 BZ0177
 BZ0177.Superseded values are not recommended for survey control.
 BZ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0177.See file dsdata.txt to determine how the superseded data were derived.
 BZ0177
 BZ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV790999(NAD 83)
 BZ0177_MARKER: DB = BENCH MARK DISK
 BZ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0177_STAMPING: U 899 1948
 BZ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0177+STABILITY: SURFACE MOTION
 BZ0177
 BZ0177  HISTORY     - Date     Condition        Report By
 BZ0177  HISTORY     - 1948     MONUMENTED       CGS
 BZ0177
 BZ0177                          STATION DESCRIPTION
 BZ0177
 BZ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0177'5.0 MI E FROM DEW.
 BZ0177'5.0 MILES EAST ALONG FARM ROAD NO.489 FROM THE METHODIST CHURCH AT
 BZ0177'DEW, IN THE SOUTHEAST CORNER OF THE LANELY METHODIST CHURCH YARD, 90.3
 BZ0177'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 41.2 FEET
 BZ0177'NORTHWEST AND ABOUT 1.0 FOOT BELOW THE CENTER OF THE ROAD, 5.3 FEET
 BZ0177'EAST OF A DOUBLE 12 INCH OAK TREE, 1.8 FEET WEST OF A WITNESS POST AND
 BZ0177'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BZ0177'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0307 ***********************************************************************
 FL0307  DESIGNATION -  U 9
 FL0307  PID         -  FL0307
 FL0307  STATE/COUNTY-  TX/GRAY
 FL0307  USGS QUAD   -  ALANREED (1976)
 FL0307
 FL0307                         *CURRENT SURVEY CONTROL
 FL0307  ___________________________________________________________________
 FL0307* NAD 83(1986)-  35 13 11.     (N)    100 39 39.     (W)     SCALED    
 FL0307* NAVD 88     -       903.104  (meters)    2962.93   (feet)  POSTED    
 FL0307  ___________________________________________________________________
 FL0307  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL0307  DYNAMIC HT  -         902.120 (meters)    2959.71  (feet)  COMP
 FL0307  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 FL0307
 FL0307  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FL0307
 FL0307.The horizontal coordinates were scaled from a topographic map and have
 FL0307.an estimated accuracy of +/- 6 seconds.
 FL0307
 FL0307.The orthometric height was determined by differential leveling
 FL0307.and adjusted by the National Geodetic Survey in 1992..
 FL0307.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FL0307.rate of 0.0 thru 1.0 mm/km.
 FL0307
 FL0307.The geoid height was determined by GEOID03.
 FL0307
 FL0307.The dynamic height is computed by dividing the NAVD 88
 FL0307.geopotential number by the normal gravity value computed on the
 FL0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0307.degrees latitude (g = 980.6199 gals.).
 FL0307
 FL0307.The modeled gravity was interpolated from observed gravity values.
 FL0307
 FL0307;                    North         East    Units  Estimated Accuracy
 FL0307;SPC TX N     - 1,135,640.      276,390.      MT  (+/- 180 meters Scaled)
 FL0307
 FL0307                          SUPERSEDED SURVEY CONTROL
 FL0307
 FL0307.No superseded survey control is available for this station.
 FL0307
 FL0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD488986(NAD 83)
 FL0307_MARKER: P = PIPE CAP
 FL0307_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0307_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL0307_STAMPING: U 9 ELEV 2961.743 FT
 FL0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0307
 FL0307  HISTORY     - Date     Condition        Report By
 FL0307  HISTORY     - UNK      MONUMENTED       CGS
 FL0307  HISTORY     - 1953     MARK NOT FOUND   NGS
 FL0307
 FL0307                          STATION DESCRIPTION
 FL0307
 FL0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0307'3.9 MI SW FROM MCLEAN.
 FL0307'ABOUT 3.9 MILES SOUTHWEST ALONG CHICAGO, ROCK ISLAND AND GULF RAILWAY
 FL0307'FROM MCLEAN, GRAY COUNTY, ABOUT 2-1/2 POLES SOUTHWEST OF MILEPOST 691.
 FL0307'ON A CURVE, AT THE SOUTHWEST END OF CUT, AND 47 FEET NORTHWEST OF THE
 FL0307'CENTER LINE OF THE MAIN TRACK.  A STANDARD CAP, STAMPED ELEV 2961, 743
 FL0307'FT. U 9 AND GASTENED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING
 FL0307'ABOUT 3 INCHES ABOVE GROUND.  NOTE-- THIS MARK WAS SEARCHED FOR BUT
 FL0307'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1872 ***********************************************************************
 BK1872  DESIGNATION -  U 90
 BK1872  PID         -  BK1872
 BK1872  STATE/COUNTY-  TX/JASPER
 BK1872  USGS QUAD   -  ROGANVILLE (1984)
 BK1872
 BK1872                         *CURRENT SURVEY CONTROL
 BK1872  ___________________________________________________________________
 BK1872* NAD 83(1986)-  30 48 14.     (N)    093 54 11.     (W)     SCALED    
 BK1872* NAVD 88     -        58.36   (+/-2cm)     191.5    (feet)  VERTCON   
 BK1872  ___________________________________________________________________
 BK1872  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BK1872
 BK1872  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1872
 BK1872.The horizontal coordinates were scaled from a topographic map and have
 BK1872.an estimated accuracy of +/- 6 seconds.
 BK1872
 BK1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1872.The vertical order pertains to the NGVD 29 superseded value.
 BK1872
 BK1872.The geoid height was determined by GEOID03.
 BK1872
 BK1872;                    North         East    Units  Estimated Accuracy
 BK1872;SPC TX C     - 3,143,850.    1,314,960.      MT  (+/- 180 meters Scaled)
 BK1872
 BK1872                          SUPERSEDED SURVEY CONTROL
 BK1872
 BK1872  NGVD 29 (??/??/??)   58.357  (m)          191.46   (f) ADJUSTED    1 2
 BK1872
 BK1872.Superseded values are not recommended for survey control.
 BK1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1872.See file dsdata.txt to determine how the superseded data were derived.
 BK1872
 BK1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ136082(NAD 83)
 BK1872_MARKER: DB = BENCH MARK DISK
 BK1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1872_STAMPING: 191.460 U 90 1932
 BK1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1872+STABILITY: SURFACE MOTION
 BK1872
 BK1872  HISTORY     - Date     Condition        Report By
 BK1872  HISTORY     - 1932     MONUMENTED       CGS
 BK1872  HISTORY     - 1934     GOOD             CGS
 BK1872
 BK1872                          STATION DESCRIPTION
 BK1872
 BK1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1872'IN ROGANVILLE.
 BK1872'AT ROGANVILLE, JASPER COUNTY, ON THE GULF, COLORADO AND SANTA FE
 BK1872'RAILWAY, 5 POLES NORTH OF THE STATION, 0.5 MILE NORTH OF MILE POLE 62,
 BK1872'5 RAILS NORTH OF THE SWITCH AT ROGANVILLE SIDING, 130 FEET SOUTH OF
 BK1872'THE SECTION HOUSE, 45 FEET EAST OF THE TRACK, AND 12 FEET NORTH OF A
 BK1872'POLE.  A STANDARD DISK, STAMPED 191.460 U 90 1932 AND SET IN THE TOP
 BK1872'OF A CONCRETE POST.
 BK1872
 BK1872                          STATION RECOVERY (1934)
 BK1872
 BK1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0044 ***********************************************************************
 BM0044  DESIGNATION -  U 900
 BM0044  PID         -  BM0044
 BM0044  STATE/COUNTY-  TX/BRAZOS
 BM0044  USGS QUAD   -  BRYAN WEST (1980)
 BM0044
 BM0044                         *CURRENT SURVEY CONTROL
 BM0044  ___________________________________________________________________
 BM0044* NAD 83(1986)-  30 39 11.     (N)    096 25 52.     (W)     SCALED    
 BM0044* NAVD 88     -        80.20   (+/-2cm)     263.1    (feet)  VERTCON   
 BM0044  ___________________________________________________________________
 BM0044  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BM0044
 BM0044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0044
 BM0044.The horizontal coordinates were scaled from a topographic map and have
 BM0044.an estimated accuracy of +/- 6 seconds.
 BM0044
 BM0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0044.The vertical order pertains to the NGVD 29 superseded value.
 BM0044
 BM0044.The geoid height was determined by GEOID03.
 BM0044
 BM0044;                    North         East    Units  Estimated Accuracy
 BM0044;SPC TX C     - 3,115,910.    1,073,910.      MT  (+/- 180 meters Scaled)
 BM0044
 BM0044                          SUPERSEDED SURVEY CONTROL
 BM0044
 BM0044  NGVD 29 (??/??/92)   80.165  (m)          263.01   (f) ADJ UNCH    2 0
 BM0044
 BM0044.Superseded values are not recommended for survey control.
 BM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0044.See file dsdata.txt to determine how the superseded data were derived.
 BM0044
 BM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU461939(NAD 83)
 BM0044_MARKER: DB = BENCH MARK DISK
 BM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0044_STAMPING: U-900 1944
 BM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0044+STABILITY: SURFACE MOTION
 BM0044
 BM0044  HISTORY     - Date     Condition        Report By
 BM0044  HISTORY     - 1944     MONUMENTED       CGS
 BM0044  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0044
 BM0044                          STATION DESCRIPTION
 BM0044
 BM0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0044'4.1 MI SW FROM BRYAN.
 BM0044'ABOUT 4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE
 BM0044'IN BRYAN BRAZOS COUNTY, ABOUT MIDWAY AND ON THE INSIDE OF A LONG CURVE
 BM0044'IN THE HIGHWAY AS DECENDING A SMALL HILL FROM THE EAST, 5.1 FEET NORTH
 BM0044'FROM CENTER LINE OF HIGHWAY, 1.0 FOOT SOUTH OF RIGHT-OF-WAY FENCE
 BM0044'LINE, 2.2 FEET EAST OF MARKER POST, A STANDARD IRON DISK, STAMPED
 BM0044'U-900 1944, SET IN THE TOP OF A CONCRETE POST, PROJECTING 4 INCHES
 BM0044'ABOVE THE GROUND.
 BM0044
 BM0044                          STATION RECOVERY (1994)
 BM0044
 BM0044'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0531 ***********************************************************************
 DN0531  DESIGNATION -  U 902
 DN0531  PID         -  DN0531
 DN0531  STATE/COUNTY-  TX/GRAYSON
 DN0531  USGS QUAD   -  ETHEL (1975)
 DN0531
 DN0531                         *CURRENT SURVEY CONTROL
 DN0531  ___________________________________________________________________
 DN0531* NAD 83(1986)-  33 30 35.     (N)    096 46 21.     (W)     SCALED    
 DN0531* NAVD 88     -       221.836  (meters)     727.81   (feet)  ADJUSTED  
 DN0531  ___________________________________________________________________
 DN0531  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DN0531  DYNAMIC HT  -         221.604 (meters)     727.05  (feet)  COMP
 DN0531  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 DN0531
 DN0531  VERT ORDER  -  SECOND    CLASS 0
 DN0531
 DN0531.The horizontal coordinates were scaled from a topographic map and have
 DN0531.an estimated accuracy of +/- 6 seconds.
 DN0531
 DN0531.The orthometric height was determined by differential leveling
 DN0531.and adjusted by the National Geodetic Survey in June 1991..
 DN0531
 DN0531.The geoid height was determined by GEOID03.
 DN0531
 DN0531.The dynamic height is computed by dividing the NAVD 88
 DN0531.geopotential number by the normal gravity value computed on the
 DN0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0531.degrees latitude (g = 980.6199 gals.).
 DN0531
 DN0531.The modeled gravity was interpolated from observed gravity values.
 DN0531
 DN0531;                    North         East    Units  Estimated Accuracy
 DN0531;SPC TXNC     - 2,205,700.      760,480.      MT  (+/- 180 meters Scaled)
 DN0531
 DN0531                          SUPERSEDED SURVEY CONTROL
 DN0531
 DN0531  NGVD 29 (??/??/92)  221.832  (m)          727.79   (f) ADJ UNCH    2 0
 DN0531
 DN0531.Superseded values are not recommended for survey control.
 DN0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0531.See file dsdata.txt to determine how the superseded data were derived.
 DN0531
 DN0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC069100(NAD 83)
 DN0531_MARKER: DB = BENCH MARK DISK
 DN0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0531_STAMPING: U 902 1945
 DN0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0531+STABILITY: SURFACE MOTION
 DN0531
 DN0531  HISTORY     - Date     Condition        Report By
 DN0531  HISTORY     - 1945     MONUMENTED       CGS
 DN0531  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0531
 DN0531                          STATION DESCRIPTION
 DN0531
 DN0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DN0531'8.3 MI NW FROM GUNTER.
 DN0531'8.3 MILES NORTHWEST AT GASKIN FIELD, 2.0 FEET NORTH OF THE NORTHEAST
 DN0531'CORNER OF THE FIRE STATION (BUILDING NO. 4).  A BRONZE DISK STAMPED U
 DN0531'902 1945 SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 DN0531
 DN0531                          STATION RECOVERY (1999)
 DN0531
 DN0531'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0051 ***********************************************************************
 CV0051  DESIGNATION -  U 903
 CV0051  PID         -  CV0051
 CV0051  STATE/COUNTY-  TX/MIDLAND
 CV0051  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0051
 CV0051                         *CURRENT SURVEY CONTROL
 CV0051  ___________________________________________________________________
 CV0051* NAD 83(1986)-  32 01 52.     (N)    102 05 37.     (W)     SCALED    
 CV0051* NAVD 88     -       849.713  (meters)    2787.77   (feet)  ADJUSTED  
 CV0051  ___________________________________________________________________
 CV0051  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CV0051  DYNAMIC HT  -         848.517 (meters)    2783.84  (feet)  COMP
 CV0051  MODELED GRAV-     979,204.0   (mgal)                       NAVD 88
 CV0051
 CV0051  VERT ORDER  -  FIRST     CLASS II
 CV0051
 CV0051.This mark is at Midland Airpark (MDD)  (MDD)
 CV0051
 CV0051.The horizontal coordinates were scaled from a topographic map and have
 CV0051.an estimated accuracy of +/- 6 seconds.
 CV0051
 CV0051.The orthometric height was determined by differential leveling
 CV0051.and adjusted by the National Geodetic Survey in June 1991..
 CV0051
 CV0051.The geoid height was determined by GEOID03.
 CV0051
 CV0051.The dynamic height is computed by dividing the NAVD 88
 CV0051.geopotential number by the normal gravity value computed on the
 CV0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0051.degrees latitude (g = 980.6199 gals.).
 CV0051
 CV0051.The modeled gravity was interpolated from observed gravity values.
 CV0051
 CV0051;                    North         East    Units  Estimated Accuracy
 CV0051;SPC TX C     - 3,263,440.      533,720.      MT  (+/- 180 meters Scaled)
 CV0051
 CV0051                          SUPERSEDED SURVEY CONTROL
 CV0051
 CV0051  NGVD 29 (??/??/92)  849.34   (m)         2786.5    (f) COMPUTED    1 2
 CV0051
 CV0051.Superseded values are not recommended for survey control.
 CV0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0051.See file dsdata.txt to determine how the superseded data were derived.
 CV0051
 CV0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR744475(NAD 83)
 CV0051_MARKER: DB = BENCH MARK DISK
 CV0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0051_STAMPING: U 903 1945
 CV0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0051+STABILITY: SURFACE MOTION
 CV0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0051+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 CV0051
 CV0051  HISTORY     - Date     Condition        Report By
 CV0051  HISTORY     - 1945     MONUMENTED       CGS
 CV0051  HISTORY     - 1956     GOOD             NGS
 CV0051  HISTORY     - 1958     GOOD             NGS
 CV0051  HISTORY     - 20030507 GOOD             JCLS
 CV0051
 CV0051                          STATION DESCRIPTION
 CV0051
 CV0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CV0051'3.35 MI N FROM MIDLAND.
 CV0051'1 BLOCK WEST ALONG WEST WALL AVENUE FROM THE COURTHOUSE AT MIDLAND,
 CV0051'THENCE 2.5 MILES NORTH ALONG NORTH BIG SPRING STREET, THENCE 0.85 MILE
 CV0051'SOUTHWEST ALONG AN OILED ROAD, 245 FEET WEST OF THE CENTER LINE OF AN
 CV0051'OILED ROAD, 64 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME BUILDING
 CV0051'AT THE MIDLAND AIRPARK, 1 FOOT SOUTH OF A FENCE, 1 FOOT EAST OF A
 CV0051'WITNESS POST, 0.25 MILE SOUTHEAST OF THE BEACON TOWER, SET IN THE TOP
 CV0051'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CV0051
 CV0051                          STATION RECOVERY (1958)
 CV0051
 CV0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CV0051'RECOVERED IN GOOD CONDITION.
 CV0051
 CV0051                          STATION RECOVERY (2003)
 CV0051
 CV0051'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 CV0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2073 ***********************************************************************
 CS2073  DESIGNATION -  U 906 RESET 1950
 CS2073  PID         -  CS2073
 CS2073  STATE/COUNTY-  TX/ELLIS
 CS2073  USGS QUAD   -  MAYPEARL (1978)
 CS2073
 CS2073                         *CURRENT SURVEY CONTROL
 CS2073  ___________________________________________________________________
 CS2073* NAD 83(1986)-  32 18 00.     (N)    097 01 21.     (W)     SCALED    
 CS2073* NAVD 88     -       163.67   (meters)     537.0    (feet)  RESET     
 CS2073  ___________________________________________________________________
 CS2073  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CS2073
 CS2073  VERT ORDER  -  THIRD
 CS2073
 CS2073.The horizontal coordinates were scaled from a topographic map and have
 CS2073.an estimated accuracy of +/- 6 seconds.
 CS2073
 CS2073.The orthometric height was computed from unverified reset data.
 CS2073
 CS2073.The geoid height was determined by GEOID03.
 CS2073
 CS2073;                    North         East    Units  Estimated Accuracy
 CS2073;SPC TXNC     - 2,071,210.      739,150.      MT  (+/- 180 meters Scaled)
 CS2073
 CS2073                          SUPERSEDED SURVEY CONTROL
 CS2073
 CS2073.No superseded survey control is available for this station.
 CS2073
 CS2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA861754(NAD 83)
 CS2073_MARKER: DB = BENCH MARK DISK
 CS2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2073_STAMPING: U 906 RESET 1950
 CS2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2073+STABILITY: SURFACE MOTION
 CS2073
 CS2073  HISTORY     - Date     Condition        Report By
 CS2073  HISTORY     - 1950     MONUMENTED       CGS
 CS2073
 CS2073                          STATION DESCRIPTION
 CS2073
 CS2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CS2073'0.8 MI SW FROM MAY PEARL.
 CS2073'ABOUT 0.8 MILE SOUTHWEST FROM MAY PEARL, ALONG THE NORTH SIDE OF FARM
 CS2073'TO MARKET ROAD NO.66, 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 66
 CS2073'YARDS WEST OF A T FENCE LINE TO THE NORTH AND ABOUT 0.2 MILE WEST OF A
 CS2073'SMALL WHITE HOUSE ON THE SOUTH SIDE OF THE HIGHWAY.  A BRONZE DISK SET
 CS2073'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0974 ***********************************************************************
 CS0974  DESIGNATION -  U 907 RESET 1961
 CS0974  PID         -  CS0974
 CS0974  STATE/COUNTY-  TX/HILL
 CS0974  USGS QUAD   -  MERTENS (1965)
 CS0974
 CS0974                         *CURRENT SURVEY CONTROL
 CS0974  ___________________________________________________________________
 CS0974* NAD 83(1986)-  32 03 16.     (N)    096 54 29.     (W)     SCALED    
 CS0974* NAVD 88     -       157.30   (meters)     516.1    (feet)  RESET     
 CS0974  ___________________________________________________________________
 CS0974  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CS0974
 CS0974  VERT ORDER  -  THIRD
 CS0974
 CS0974.The horizontal coordinates were scaled from a topographic map and have
 CS0974.an estimated accuracy of +/- 6 seconds.
 CS0974
 CS0974.The orthometric height was computed from unverified reset data.
 CS0974
 CS0974.The geoid height was determined by GEOID03.
 CS0974
 CS0974;                    North         East    Units  Estimated Accuracy
 CS0974;SPC TXNC     - 2,044,140.      750,340.      MT  (+/- 180 meters Scaled)
 CS0974
 CS0974                          SUPERSEDED SURVEY CONTROL
 CS0974
 CS0974.No superseded survey control is available for this station.
 CS0974
 CS0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA974483(NAD 83)
 CS0974_MARKER: DB = BENCH MARK DISK
 CS0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0974_STAMPING: U 907 RESET 1961
 CS0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0974+STABILITY: SURFACE MOTION
 CS0974
 CS0974  HISTORY     - Date     Condition        Report By
 CS0974  HISTORY     - 1961     MONUMENTED       CGS
 CS0974
 CS0974                          STATION DESCRIPTION
 CS0974
 CS0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CS0974'0.9 MI W FROM MERTENS.
 CS0974'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY NO. 22 FROM THE MAIN HIGHWAY
 CS0974'INTERSECTION IN MERTENS, ABOUT 100 YARDS WEST OF A CONCRETE BRIDGE
 CS0974'OVER RICHLAND CREEK, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND
 CS0974'ABOUT 12 FEET EAST OF A FENCE CORNER IN AN OFF-SET SECTION OF THE
 CS0974'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK STAMPED U 907 RESET 1961 IN
 CS0974'A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0333 ***********************************************************************
 AH0333  DESIGNATION -  U 909
 AH0333  PID         -  AH0333
 AH0333  STATE/COUNTY-  TX/NUECES
 AH0333  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0333
 AH0333                         *CURRENT SURVEY CONTROL
 AH0333  ___________________________________________________________________
 AH0333* NAD 83(1986)-  27 46 03.     (N)    097 26 16.     (W)     SCALED    
 AH0333* NAVD 88     -        11.87   (+/-2cm)      38.9    (feet)  VERTCON   
 AH0333  ___________________________________________________________________
 AH0333  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH0333
 AH0333  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0333
 AH0333.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AH0333
 AH0333.The horizontal coordinates were scaled from a topographic map and have
 AH0333.an estimated accuracy of +/- 6 seconds.
 AH0333
 AH0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0333.The vertical order pertains to the NGVD 29 superseded value.
 AH0333
 AH0333.The geoid height was determined by GEOID03.
 AH0333
 AH0333;                    North         East    Units  Estimated Accuracy
 AH0333;SPC TX S     - 5,233,200.      404,700.      MT  (+/- 180 meters Scaled)
 AH0333
 AH0333                          SUPERSEDED SURVEY CONTROL
 AH0333
 AH0333  NGVD 29 (??/??/92)   12.08   (m)           39.6    (f) COMPUTED    1 2
 AH0333
 AH0333.Superseded values are not recommended for survey control.
 AH0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0333.See file dsdata.txt to determine how the superseded data were derived.
 AH0333
 AH0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR539724(NAD 83)
 AH0333_MARKER: DB = BENCH MARK DISK
 AH0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0333_SP_SET: FOOTING
 AH0333_STAMPING: U 909 1945
 AH0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0333
 AH0333  HISTORY     - Date     Condition        Report By
 AH0333  HISTORY     - 1945     MONUMENTED       CGS
 AH0333  HISTORY     - 1959     GOOD             NGS
 AH0333  HISTORY     - 1961     MARK NOT FOUND   USGS
 AH0333
 AH0333                          STATION DESCRIPTION
 AH0333
 AH0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0333'3.3 MI SW FROM CORPUS CHRISTI.
 AH0333'ABOUT 2.0 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE FREIGHT
 AH0333'STATION AT CORPUS CHRISTI, THENCE ABOUT 1.3 MILES SOUTH ALONG FARM
 AH0333'ROAD 665, AT THE CORPUS CHRISTI MUNICIPAL AIRPORT, IN THE TOP OF THE
 AH0333'CONCRETE FOOTING OF THE HANGAR DOOR TRACK, 19.0 FEET SOUTHEAST OF THE
 AH0333'EAST CORNER OF THE MAIN HANGAR, AND ABOUT 1 INCH BELOW THE LEVEL OF
 AH0333'THE PAVED SURFACE.  NOTE-- IN 1961 USGS REPORTED THAT THE AREA HAS
 AH0333'BEEN COVERED WITH BLACKTOP AND THE MARK IS PROBABLY COVERED ALSO.
 AH0333
 AH0333                          STATION RECOVERY (1961)
 AH0333
 AH0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AH0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0291 ***********************************************************************
 BY0291  DESIGNATION -  U 91
 BY0291  PID         -  BY0291
 BY0291  STATE/COUNTY-  TX/SABINE
 BY0291  USGS QUAD   -  BRONSON (1984)
 BY0291
 BY0291                         *CURRENT SURVEY CONTROL
 BY0291  ___________________________________________________________________
 BY0291* NAD 83(1986)-  31 22 30.     (N)    094 01 03.     (W)     SCALED    
 BY0291* NAVD 88     -       104.50   (+/-2cm)     342.8    (feet)  VERTCON   
 BY0291  ___________________________________________________________________
 BY0291  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY0291
 BY0291  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0291
 BY0291.The horizontal coordinates were scaled from a topographic map and have
 BY0291.an estimated accuracy of +/- 6 seconds.
 BY0291
 BY0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0291.The vertical order pertains to the NGVD 29 superseded value.
 BY0291
 BY0291.The geoid height was determined by GEOID03.
 BY0291
 BY0291;                    North         East    Units  Estimated Accuracy
 BY0291;SPC TX C     - 3,206,430.    1,300,440.      MT  (+/- 180 meters Scaled)
 BY0291
 BY0291                          SUPERSEDED SURVEY CONTROL
 BY0291
 BY0291  NGVD 29 (??/??/92)  104.526  (m)          342.93   (f) ADJ UNCH    1 2
 BY0291
 BY0291.Superseded values are not recommended for survey control.
 BY0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0291.See file dsdata.txt to determine how the superseded data were derived.
 BY0291
 BY0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ032716(NAD 83)
 BY0291_MARKER: DB = BENCH MARK DISK
 BY0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0291+STABILITY: SURFACE MOTION
 BY0291
 BY0291  HISTORY     - Date     Condition        Report By
 BY0291  HISTORY     - 1932     MONUMENTED       CGS
 BY0291  HISTORY     - 1932     GOOD             NGS
 BY0291  HISTORY     - 1934     GOOD             NGS
 BY0291
 BY0291                          STATION DESCRIPTION
 BY0291
 BY0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0291'2.2 MI N FROM BRONSON.
 BY0291'2.2 MILES NORTH OF THE STATION AT BRONSON ON THE G.C. AND S.F.R.R., 50
 BY0291'FEET EAST OF THE TRACK ON THE FENCE LINE, 1 1/2 POLES SOUTH OF MILE
 BY0291'POLE NO. 107, 8 1/2 RAILS SOUTH OF CULVERT NO. 107-A.
 BY0291
 BY0291                          STATION RECOVERY (1934)
 BY0291
 BY0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1852 ***********************************************************************
 CS1852  DESIGNATION -  U 910
 CS1852  PID         -  CS1852
 CS1852  STATE/COUNTY-  TX/TARRANT
 CS1852  USGS QUAD   -  AVONDALE (1982)
 CS1852
 CS1852                         *CURRENT SURVEY CONTROL
 CS1852  ___________________________________________________________________
 CS1852* NAD 83(1986)-  32 59 15.     (N)    097 28 52.     (W)     SCALED    
 CS1852* NAVD 88     -       233.659  (meters)     766.60   (feet)  ADJUSTED  
 CS1852  ___________________________________________________________________
 CS1852  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CS1852  DYNAMIC HT  -         233.381 (meters)     765.68  (feet)  COMP
 CS1852  MODELED GRAV-     979,445.4   (mgal)                       NAVD 88
 CS1852
 CS1852  VERT ORDER  -  SECOND    CLASS 0
 CS1852
 CS1852.The horizontal coordinates were scaled from a topographic map and have
 CS1852.an estimated accuracy of +/- 6 seconds.
 CS1852
 CS1852.The orthometric height was determined by differential leveling
 CS1852.and adjusted by the National Geodetic Survey in June 1991..
 CS1852
 CS1852.The geoid height was determined by GEOID03.
 CS1852
 CS1852.The dynamic height is computed by dividing the NAVD 88
 CS1852.geopotential number by the normal gravity value computed on the
 CS1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1852.degrees latitude (g = 980.6199 gals.).
 CS1852
 CS1852.The modeled gravity was interpolated from observed gravity values.
 CS1852
 CS1852;                    North         East    Units  Estimated Accuracy
 CS1852;SPC TXNC     - 2,146,930.      695,220.      MT  (+/- 180 meters Scaled)
 CS1852
 CS1852                          SUPERSEDED SURVEY CONTROL
 CS1852
 CS1852  NGVD 29 (??/??/92)  233.615  (m)          766.45   (f) ADJ UNCH    2 0
 CS1852
 CS1852.Superseded values are not recommended for survey control.
 CS1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1852.See file dsdata.txt to determine how the superseded data were derived.
 CS1852
 CS1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB419509(NAD 83)
 CS1852_MARKER: DB = BENCH MARK DISK
 CS1852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1852_SP_SET: STEP
 CS1852_STAMPING: U 910 1945
 CS1852_MARK LOGO: CGS   
 CS1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1852
 CS1852  HISTORY     - Date     Condition        Report By
 CS1852  HISTORY     - 1945     MONUMENTED       CGS
 CS1852  HISTORY     - 1984     GOOD             NGS
 CS1852  HISTORY     - 1990     GOOD             USPSQD
 CS1852  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1852
 CS1852                          STATION DESCRIPTION
 CS1852
 CS1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CS1852'IN EAGLE MT LAKE APT.
 CS1852'AT EAGLE MOUNTAIN LAKE AIRPORT, AT THE HEADQUARTERS BUILDING (BUILDING
 CS1852'NO. 1), 150 FEET WEST OF THE FLAGPOLE, 100 FEET WEST OF THE CENTERLINE
 CS1852'OF THE STREET, AT THE MAIN ENTRANCE TO THE BUILDING, IN THE TOP OF THE
 CS1852'LOWER CONCRETE STEP, AND FLUSH WITH THE STEP.  A STANDARD DISK,
 CS1852'STAMPED U 910 1945.
 CS1852
 CS1852                          STATION RECOVERY (1984)
 CS1852
 CS1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1852'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 CS1852
 CS1852                          STATION RECOVERY (1990)
 CS1852
 CS1852'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS1852'RECOVERED IN GOOD CONDITION.
 CS1852
 CS1852                          STATION RECOVERY (1996)
 CS1852
 CS1852'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0550 ***********************************************************************
 CU0550  DESIGNATION -  U 913
 CU0550  PID         -  CU0550
 CU0550  STATE/COUNTY-  TX/MITCHELL
 CU0550  USGS QUAD   -  IATAN (1978)
 CU0550
 CU0550                         *CURRENT SURVEY CONTROL
 CU0550  ___________________________________________________________________
 CU0550* NAD 83(1986)-  32 20 08.     (N)    101 08 32.     (W)     SCALED    
 CU0550* NAVD 88     -       677.324  (meters)    2222.19   (feet)  ADJUSTED  
 CU0550  ___________________________________________________________________
 CU0550  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CU0550  DYNAMIC HT  -         676.412 (meters)    2219.20  (feet)  COMP
 CU0550  MODELED GRAV-     979,269.7   (mgal)                       NAVD 88
 CU0550
 CU0550  VERT ORDER  -  FIRST     CLASS II
 CU0550
 CU0550.The horizontal coordinates were scaled from a topographic map and have
 CU0550.an estimated accuracy of +/- 6 seconds.
 CU0550
 CU0550.The orthometric height was determined by differential leveling
 CU0550.and adjusted by the National Geodetic Survey in June 1991..
 CU0550.WARNING-Repeat measurements at this control monument indicate possible
 CU0550.vertical movement.
 CU0550
 CU0550.The geoid height was determined by GEOID03.
 CU0550
 CU0550.The dynamic height is computed by dividing the NAVD 88
 CU0550.geopotential number by the normal gravity value computed on the
 CU0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0550.degrees latitude (g = 980.6199 gals.).
 CU0550
 CU0550.The modeled gravity was interpolated from observed gravity values.
 CU0550
 CU0550;                    North         East    Units  Estimated Accuracy
 CU0550;SPC TXNC     - 2,077,300.      351,280.      MT  (+/- 180 meters Scaled)
 CU0550
 CU0550                          SUPERSEDED SURVEY CONTROL
 CU0550
 CU0550  NGVD 29 (??/??/92)  677.028  (m)         2221.22   (f) ADJ UNCH    1 2
 CU0550
 CU0550.Superseded values are not recommended for survey control.
 CU0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0550.See file dsdata.txt to determine how the superseded data were derived.
 CU0550
 CU0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA983796(NAD 83)
 CU0550_MARKER: DB = BENCH MARK DISK
 CU0550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0550_SP_SET: 21 FT
 CU0550_STAMPING: U 913 1956
 CU0550_MARK LOGO: CGS   
 CU0550_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0550_ROD/PIPE-DEPTH: 6.4  meters
 CU0550
 CU0550  HISTORY     - Date     Condition        Report By
 CU0550  HISTORY     - 1956     MONUMENTED       CGS
 CU0550  HISTORY     - 1982     GOOD             NGS
 CU0550
 CU0550                          STATION DESCRIPTION
 CU0550
 CU0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0550'7.85 MI SW FROM WESTBROOK.
 CU0550'7.85 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0550'SECTION FOREMANS HOUSE AT WESTBROOK, 116 YARDS NORTHWEST OF THE
 CU0550'NORTHWEST RAIL, 161 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST
 CU0550'TRAFFIC LANE OF U.S. HIGHWAY 80, 155 FEET WEST OF THE CENTER LINE OF A
 CU0550'GRADED DIRT ROAD LEADING NORTH, 116 FEET WEST OF A FENCE CORNER, 3
 CU0550'FEET SOUTHEAST OF A FENCE, 1.4 FEET SOUTHWEST OF A WITNESS POST, 299
 CU0550'FEET WEST OF BENCH MARK V 913, CLAMPED ON THE TOP OF A 1/2 INCH COPPER
 CU0550'COATED STEEL ROAD WHICH IS DRIVEN 21 FEET IN THE GROUND, INCASED IN
 CU0550'THE TOP OF A 4 INCH TILE PIPE WHICH PROJECTS 0.7 FOOT ABOVE THE
 CU0550'GROUND, 300 YARDS NORTHEAST OF MILEPOST 493.
 CU0550
 CU0550                          STATION RECOVERY (1982)
 CU0550
 CU0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0550'28.4 KM (17.65 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0550'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 91.0 METERS (298.6
 CU0550'FT) WEST OF BENCH MARK V 913, 67.7 METERS (222.1 FT) NORTH OF THE
 CU0550'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 47.2 METERS (154.9
 CU0550'FT) WEST OF THE CENTER OF IATAN ROAD, 22.0 METERS (72.2 FT) NORTH OF
 CU0550'THE CENTER OF A FRONTAGE ROAD AND 0.9 METER (3.0 FT) SOUTH-SOUTHEAST
 CU0550'OF A FENCE.
 CU0550'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CU0550'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1283 ***********************************************************************
 CS1283  DESIGNATION -  U 914
 CS1283  PID         -  CS1283
 CS1283  STATE/COUNTY-  TX/DALLAS
 CS1283  USGS QUAD   -  CARROLLTON (1981)
 CS1283
 CS1283                         *CURRENT SURVEY CONTROL
 CS1283  ___________________________________________________________________
 CS1283* NAD 83(1986)-  32 53 31.     (N)    096 58 00.     (W)     SCALED    
 CS1283* NAVD 88     -       135.226  (meters)     443.65   (feet)  ADJUSTED  
 CS1283  ___________________________________________________________________
 CS1283  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CS1283  DYNAMIC HT  -         135.071 (meters)     443.15  (feet)  COMP
 CS1283  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 CS1283
 CS1283  VERT ORDER  -  SECOND    CLASS 0
 CS1283
 CS1283.The horizontal coordinates were scaled from a topographic map and have
 CS1283.an estimated accuracy of +/- 6 seconds.
 CS1283
 CS1283.The orthometric height was determined by differential leveling
 CS1283.and adjusted by the National Geodetic Survey in June 1991..
 CS1283
 CS1283.The geoid height was determined by GEOID03.
 CS1283
 CS1283.The dynamic height is computed by dividing the NAVD 88
 CS1283.geopotential number by the normal gravity value computed on the
 CS1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1283.degrees latitude (g = 980.6199 gals.).
 CS1283
 CS1283.The modeled gravity was interpolated from observed gravity values.
 CS1283
 CS1283;                    North         East    Units  Estimated Accuracy
 CS1283;SPC TXNC     - 2,136,920.      743,450.      MT  (+/- 180 meters Scaled)
 CS1283
 CS1283                          SUPERSEDED SURVEY CONTROL
 CS1283
 CS1283  NGVD 29 (??/??/92)  135.246  (m)          443.72   (f) ADJ UNCH    2 0
 CS1283
 CS1283.Superseded values are not recommended for survey control.
 CS1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1283.See file dsdata.txt to determine how the superseded data were derived.
 CS1283
 CS1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB901411(NAD 83)
 CS1283_MARKER: DB = BENCH MARK DISK
 CS1283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1283_SP_SET: ABUTMENT
 CS1283_STAMPING: U 914 1946
 CS1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1283
 CS1283  HISTORY     - Date     Condition        Report By
 CS1283  HISTORY     - 1946     MONUMENTED       CGS
 CS1283  HISTORY     - 1957     GOOD             NGS
 CS1283  HISTORY     - 1972     GOOD             NGS
 CS1283
 CS1283                          STATION DESCRIPTION
 CS1283
 CS1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1283'7.8 MI SE FROM GRAPEVINE.
 CS1283'IN DALLAS COUNTY, 0.2 MILE NORTH ALONG MAIN STREET FROM THE FIRST
 CS1283'NATIONAL BANK AT GRAPEVINE, THENCE 7.6 MILES SOUTHEAST ALONG STATE
 CS1283'HIGHWAY 114, 10.4 MILES SOUTHWEST OF THE MISSOURI-KANSAS-TEXAS
 CS1283'RAILROAD OF TEXAS STATION AT FARMERS BRANCH, DALLAS COUNTY, AT A
 CS1283'CONCRETE HIGHWAY BRIDGE, IN THE TOP OF THE SOUTH END OF THE WEST
 CS1283'CONCRETE ABUTMENT, 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 CS1283'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED U 914 1946.
 CS1283
 CS1283                          STATION RECOVERY (1972)
 CS1283
 CS1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CS1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1284 ***********************************************************************
 CS1284  DESIGNATION -  U 914 RESET 1972
 CS1284  PID         -  CS1284
 CS1284  STATE/COUNTY-  TX/DALLAS
 CS1284  USGS QUAD   -  CARROLLTON (1981)
 CS1284
 CS1284                         *CURRENT SURVEY CONTROL
 CS1284  ___________________________________________________________________
 CS1284* NAD 83(1986)-  32 53 31.     (N)    096 58 00.     (W)     SCALED    
 CS1284* NAVD 88     -       135.16   (+/-2cm)     443.4    (feet)  VERTCON   
 CS1284  ___________________________________________________________________
 CS1284  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CS1284
 CS1284  VERT ORDER  -  THIRD (See Below)
 CS1284
 CS1284.The horizontal coordinates were scaled from a topographic map and have
 CS1284.an estimated accuracy of +/- 6 seconds.
 CS1284
 CS1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1284.The vertical order pertains to the NGVD 29 superseded value.
 CS1284
 CS1284.The geoid height was determined by GEOID03.
 CS1284
 CS1284;                    North         East    Units  Estimated Accuracy
 CS1284;SPC TXNC     - 2,136,920.      743,450.      MT  (+/- 180 meters Scaled)
 CS1284
 CS1284                          SUPERSEDED SURVEY CONTROL
 CS1284
 CS1284  NGVD 29 (??/??/??)  135.18   (m)          443.5    (f) RESET       3  
 CS1284
 CS1284.Superseded values are not recommended for survey control.
 CS1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1284.See file dsdata.txt to determine how the superseded data were derived.
 CS1284
 CS1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB901411(NAD 83)
 CS1284_MARKER: DB = BENCH MARK DISK
 CS1284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1284_SP_SET: BRIDGE
 CS1284_STAMPING: U 914 RESET 1972
 CS1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1284
 CS1284  HISTORY     - Date     Condition        Report By
 CS1284  HISTORY     - 1972     MONUMENTED       NGS
 CS1284
 CS1284                          STATION DESCRIPTION
 CS1284
 CS1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CS1284'5 MI SW FROM FARMERS BRANCH.
 CS1284'FROM THE INTERSECTION OF STATE HIGHWAY 114 AND 348, WHICH IS LOCATED
 CS1284'AT THE SOUTHWEST EDGE OF FARMERS BRANCH.  GO WESTERLY ON STATE HIGHWAY
 CS1284'114 FOR 1.15 MILES TO THE INTERSECTION OF STORY ROAD. CONTINUE
 CS1284'STRAIGHT AHEAD WEST ON STATE HIGHWAY 114 FOR 0.15 MILE TO THE WEST 1
 CS1284'OF 2 CONCRETE BRIDGES, AND MARK ON THE LEFT, IN HEAD-WALL OF CONCRETE
 CS1284'BRIDGE ON FRONTAGE ROAD.  A STANDARD DISK, SET IN HEADWALL, OF A
 CS1284'CONCRETE BRIDGE, AND AT THE WEST END OF THE SOUTH SIDE OF BRIDGE AND
 CS1284'IS STAMPED U 914 RESET 1972.  IT IS 0.4 MILE EAST OF THE OVER-PASS OF
 CS1284'ROYAL LANE AND VALLEY VIEW LANE ROADS.  20 FEET SOUTH OF THE CENTER OF
 CS1284'FRONTAGE ROAD AND 6.5 FEET EAST OF THE WEST END OF HEAD-WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0123 ***********************************************************************
 AZ0123  DESIGNATION -  U 915
 AZ0123  PID         -  AZ0123
 AZ0123  STATE/COUNTY-  TX/VAL VERDE
 AZ0123  USGS QUAD   -  DEL RIO SE (1972)
 AZ0123
 AZ0123                         *CURRENT SURVEY CONTROL
 AZ0123  ___________________________________________________________________
 AZ0123* NAD 83(1986)-  29 22 05.     (N)    100 50 31.     (W)     SCALED    
 AZ0123* NAVD 88     -       315.963  (meters)    1036.62   (feet)  ADJUSTED  
 AZ0123  ___________________________________________________________________
 AZ0123  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0123  DYNAMIC HT  -         315.503 (meters)    1035.11  (feet)  COMP
 AZ0123  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 AZ0123
 AZ0123  VERT ORDER  -  FIRST     CLASS II
 AZ0123
 AZ0123.The horizontal coordinates were scaled from a topographic map and have
 AZ0123.an estimated accuracy of +/- 6 seconds.
 AZ0123
 AZ0123.The orthometric height was determined by differential leveling
 AZ0123.and adjusted by the National Geodetic Survey in June 1991..
 AZ0123
 AZ0123.The geoid height was determined by GEOID03.
 AZ0123
 AZ0123.The dynamic height is computed by dividing the NAVD 88
 AZ0123.geopotential number by the normal gravity value computed on the
 AZ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0123.degrees latitude (g = 980.6199 gals.).
 AZ0123
 AZ0123.The modeled gravity was interpolated from observed gravity values.
 AZ0123
 AZ0123;                    North         East    Units  Estimated Accuracy
 AZ0123;SPC TXSC     - 4,171,500.      421,190.      MT  (+/- 180 meters Scaled)
 AZ0123
 AZ0123                          SUPERSEDED SURVEY CONTROL
 AZ0123
 AZ0123  NGVD 29 (??/??/92)  315.816  (m)         1036.14   (f) ADJ UNCH    1 2
 AZ0123
 AZ0123.Superseded values are not recommended for survey control.
 AZ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0123.See file dsdata.txt to determine how the superseded data were derived.
 AZ0123
 AZ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT212501(NAD 83)
 AZ0123_MARKER: DB = BENCH MARK DISK
 AZ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0123_STAMPING: U 915 1944
 AZ0123_MARK LOGO: CGS   
 AZ0123_PROJECTION: PROJECTING 6 CENTIMETERS
 AZ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0123+STABILITY: SURFACE MOTION
 AZ0123
 AZ0123  HISTORY     - Date     Condition        Report By
 AZ0123  HISTORY     - 1944     MONUMENTED       CGS
 AZ0123  HISTORY     - 1957     GOOD             NGS
 AZ0123  HISTORY     - 1982     GOOD             NGS
 AZ0123  HISTORY     - 19980805 GOOD             USPSQD
 AZ0123
 AZ0123                          STATION DESCRIPTION
 AZ0123
 AZ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0123'3.8 MI E FROM DEL RIO.
 AZ0123'ABOUT 3.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0123'STATION AT DEL RIO, AT A PRIVATE ROAD CROSSING, 44 FEET NORTH OF THE
 AZ0123'NORTH RAIL, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, 56 FEET
 AZ0123'NORTHWEST OF THE CENTER OF THE CROSSING, 5 FEET SOUTHWEST OF A POWER
 AZ0123'POLE, 2 FEET SOUTH OF THE FENCE LINE, 1 1/2 FEET WEST OF A WHITE
 AZ0123'WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AZ0123'ABOUT 0.4 FOOT.
 AZ0123
 AZ0123                          STATION RECOVERY (1982)
 AZ0123
 AZ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0123'A NEW DESCRIPTION FOLLOWS, 2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG U.S.
 AZ0123'HIGHWAYS 90 AND 277 (AVENUE F STREET) FROM THE CIVIC CENTER IN DEL
 AZ0123'RIO, TO THE JUNCTION OF U.S. HIGHWAY 90 EAST (GIBBS STREET), THENCE
 AZ0123'5.6 KM (3.55 MI) EAST ALONG U.S. HIGHWAY 90 TO A ROAD LEADING SOUTH,
 AZ0123'THENCE 0.1 KM (0.05 MI) SOUTH ALONG THE GRAVELED ROAD TO THE CROSSING
 AZ0123'OF THE SOUTHERN PACIFIC RAILROAD, 12.4 METERS (41.0 FT) WEST OF A
 AZ0123'CENTER OF THE GRAVELED ROAD, 13.4 METERS (44.0 FT) NORTH OF THE NORTH
 AZ0123'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 17.0 FT (56.0 FT) NORTHWEST OF
 AZ0123'THE CENTER OF THE CROSSING, 1.5 METERS (5.0 FT) SOUTHWEST OF A
 AZ0123'POWERLINE POLE, AND 0.6 METER (2.0 FT) SOUTH OF A FENCE LINE.
 AZ0123'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AZ0123'THE MARK IS 0.3 M BELOW GRAVELED ROAD.
 AZ0123
 AZ0123                          STATION RECOVERY (1998)
 AZ0123
 AZ0123'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0588 ***********************************************************************
 AB0588  DESIGNATION -  U 916
 AB0588  PID         -  AB0588
 AB0588  STATE/COUNTY-  TX/CAMERON
 AB0588  USGS QUAD   -  HARLINGEN (1983)
 AB0588
 AB0588                         *CURRENT SURVEY CONTROL
 AB0588  ___________________________________________________________________
 AB0588* NAD 83(1986)-  26 13 26.     (N)    097 40 10.     (W)     SCALED    
 AB0588* NAVD 88     -        11.167  (meters)      36.64   (feet)  ADJUSTED  
 AB0588  ___________________________________________________________________
 AB0588  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0588  DYNAMIC HT  -          11.149 (meters)      36.58  (feet)  COMP
 AB0588  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 AB0588
 AB0588  VERT ORDER  -  SECOND    CLASS 0
 AB0588
 AB0588.This mark is at Rio Grande Valley Intl (HRL) Airport (HRL)
 AB0588
 AB0588.The horizontal coordinates were scaled from a topographic map and have
 AB0588.an estimated accuracy of +/- 6 seconds.
 AB0588
 AB0588.The orthometric height was determined by differential leveling
 AB0588.and adjusted by the National Geodetic Survey in June 1991..
 AB0588
 AB0588.The geoid height was determined by GEOID03.
 AB0588
 AB0588.The dynamic height is computed by dividing the NAVD 88
 AB0588.geopotential number by the normal gravity value computed on the
 AB0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0588.degrees latitude (g = 980.6199 gals.).
 AB0588
 AB0588.The modeled gravity was interpolated from observed gravity values.
 AB0588
 AB0588;                    North         East    Units  Estimated Accuracy
 AB0588;SPC TX S     - 5,062,010.      382,990.      MT  (+/- 180 meters Scaled)
 AB0588
 AB0588                          SUPERSEDED SURVEY CONTROL
 AB0588
 AB0588  NGVD 29 (??/??/92)   11.259  (m)           36.94   (f) ADJ UNCH    2 0
 AB0588
 AB0588.Superseded values are not recommended for survey control.
 AB0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0588.See file dsdata.txt to determine how the superseded data were derived.
 AB0588
 AB0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ329011(NAD 83)
 AB0588_MARKER: DB = BENCH MARK DISK
 AB0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0588_SP_SET: BRIDGE
 AB0588_STAMPING: U 196 1945
 AB0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0588
 AB0588  HISTORY     - Date     Condition        Report By
 AB0588  HISTORY     - 1945     MONUMENTED       CGS
 AB0588  HISTORY     - 1968     GOOD             NGS
 AB0588  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0588  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0588
 AB0588                          STATION DESCRIPTION
 AB0588
 AB0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AB0588'IN HARLINGEN ARMY AIR FIELD.
 AB0588'AT HARLINGEN ARMY AIR FIELD, CAMERON COUNTY, AT THE WEST MAIN
 AB0588'ENTRANCE, 60 FEET NORTHWEST OF THE GUARD STATION, AT A CONCRETE BRIDGE
 AB0588'OVER A CANAL AT THE NORTH SIDE OF THE ENTRANCE, AND IN THE EAST WING
 AB0588'WALL.  AN IRON DISK, STAMPED U 916 1945.
 AB0588
 AB0588                          STATION RECOVERY (1968)
 AB0588
 AB0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AB0588'RECOVERED IN GOOD CONDITION.
 AB0588
 AB0588                          STATION RECOVERY (1981)
 AB0588
 AB0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0588'SEARCHED FOR, NOT RECOVERED.
 AB0588
 AB0588                          STATION RECOVERY (1991)
 AB0588
 AB0588'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0527 ***********************************************************************
 CT0527  DESIGNATION -  U 917
 CT0527  PID         -  CT0527
 CT0527  STATE/COUNTY-  TX/TAYLOR
 CT0527  USGS QUAD   -  ABILENE WEST (1987)
 CT0527
 CT0527                         *CURRENT SURVEY CONTROL
 CT0527  ___________________________________________________________________
 CT0527* NAD 83(1986)-  32 27 04.     (N)    099 46 08.     (W)     SCALED    
 CT0527* NAVD 88     -       527.825  (meters)    1731.71   (feet)  ADJUSTED  
 CT0527  ___________________________________________________________________
 CT0527  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CT0527  DYNAMIC HT  -         527.141 (meters)    1729.46  (feet)  COMP
 CT0527  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 CT0527
 CT0527  VERT ORDER  -  FIRST     CLASS II
 CT0527
 CT0527.The horizontal coordinates were scaled from a topographic map and have
 CT0527.an estimated accuracy of +/- 6 seconds.
 CT0527
 CT0527.The orthometric height was determined by differential leveling
 CT0527.and adjusted by the National Geodetic Survey in June 1991..
 CT0527
 CT0527.The geoid height was determined by GEOID03.
 CT0527
 CT0527.The dynamic height is computed by dividing the NAVD 88
 CT0527.geopotential number by the normal gravity value computed on the
 CT0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0527.degrees latitude (g = 980.6199 gals.).
 CT0527
 CT0527.The modeled gravity was interpolated from observed gravity values.
 CT0527
 CT0527;                    North         East    Units  Estimated Accuracy
 CT0527;SPC TXNC     - 2,087,710.      480,700.      MT  (+/- 180 meters Scaled)
 CT0527
 CT0527                          SUPERSEDED SURVEY CONTROL
 CT0527
 CT0527  NGVD 29 (??/??/92)  527.66   (m)         1731.2    (f) COMPUTED    1 2
 CT0527
 CT0527.Superseded values are not recommended for survey control.
 CT0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0527.See file dsdata.txt to determine how the superseded data were derived.
 CT0527
 CT0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA277907(NAD 83)
 CT0527_MARKER: DB = BENCH MARK DISK
 CT0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0527_SP_SET: BRIDGE
 CT0527_STAMPING: U-917 1945
 CT0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0527
 CT0527  HISTORY     - Date     Condition        Report By
 CT0527  HISTORY     - 1945     MONUMENTED       CGS
 CT0527  HISTORY     - 19940803 MARK NOT FOUND   USPSQD
 CT0527
 CT0527                          STATION DESCRIPTION
 CT0527
 CT0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CT0527'1.8 MI W FROM ABILENE.
 CT0527'1.8 MILES WEST OF THE TEXAS AND PACIFIC RAILROAD STATION AT ABILENE
 CT0527'ALONG U.S. HIGHWAY 80 AND THE TEXAS PACIFIC RAILROAD, 150 FEET
 CT0527'NORTHEAST OF DRIVEWAY TO THE SUNSET LODGE TOURIST COURTS, 120 FEET
 CT0527'SOUTH OF CENTER LINE OF RAILROAD TRACK, 15 FEET NORTH OF CENTER LINE
 CT0527'OF U.S. HIGHWAY 80, IN THE NORTHWEST WINGWALL OF CONCRETE BRIDGE, 3
 CT0527'INCHES ABOVE LEVEL OF HIGHWAY.
 CT0527
 CT0527                          STATION RECOVERY (1994)
 CT0527
 CT0527'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0528 ***********************************************************************
 CT0528  DESIGNATION -  U 917 RESET 1947
 CT0528  PID         -  CT0528
 CT0528  STATE/COUNTY-  TX/TAYLOR
 CT0528  USGS QUAD   -  ABILENE WEST (1987)
 CT0528
 CT0528                         *CURRENT SURVEY CONTROL
 CT0528  ___________________________________________________________________
 CT0528* NAD 83(1986)-  32 27 04.     (N)    099 46 09.     (W)     SCALED    
 CT0528* NAVD 88     -       527.788  (meters)    1731.58   (feet)  ADJUSTED  
 CT0528  ___________________________________________________________________
 CT0528  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CT0528  DYNAMIC HT  -         527.105 (meters)    1729.34  (feet)  COMP
 CT0528  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 CT0528
 CT0528  VERT ORDER  -  FIRST     CLASS II
 CT0528
 CT0528.The horizontal coordinates were scaled from a topographic map and have
 CT0528.an estimated accuracy of +/- 6 seconds.
 CT0528
 CT0528.The orthometric height was determined by differential leveling
 CT0528.and adjusted by the National Geodetic Survey in June 1991..
 CT0528
 CT0528.The geoid height was determined by GEOID03.
 CT0528
 CT0528.The dynamic height is computed by dividing the NAVD 88
 CT0528.geopotential number by the normal gravity value computed on the
 CT0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0528.degrees latitude (g = 980.6199 gals.).
 CT0528
 CT0528.The modeled gravity was interpolated from observed gravity values.
 CT0528
 CT0528;                    North         East    Units  Estimated Accuracy
 CT0528;SPC TXNC     - 2,087,710.      480,680.      MT  (+/- 180 meters Scaled)
 CT0528
 CT0528                          SUPERSEDED SURVEY CONTROL
 CT0528
 CT0528  NGVD 29 (??/??/92)  527.622  (m)         1731.04   (f) ADJ UNCH    1 2
 CT0528
 CT0528.Superseded values are not recommended for survey control.
 CT0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0528.See file dsdata.txt to determine how the superseded data were derived.
 CT0528
 CT0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA277907(NAD 83)
 CT0528_MARKER: DB = BENCH MARK DISK
 CT0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0528_SP_SET: BRIDGE ABUTMENT
 CT0528_STAMPING: U 917 RESET 1947
 CT0528_MARK LOGO: CGS   
 CT0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0528
 CT0528  HISTORY     - Date     Condition        Report By
 CT0528  HISTORY     - 1947     MONUMENTED       CGS
 CT0528  HISTORY     - 1956     GOOD             NGS
 CT0528  HISTORY     - 1982     GOOD             NGS
 CT0528  HISTORY     - 1983     GOOD             NGS
 CT0528  HISTORY     - 19940803 GOOD             USPSQD
 CT0528  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0528
 CT0528                          STATION DESCRIPTION
 CT0528
 CT0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0528'2.0 MI W FROM ABILENE.
 CT0528'2.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0528'AT ABILENE, 3 POLES EAST OF A ROAD CROSSING, 101.5 FEET SOUTH OF THE
 CT0528'SOUTH RAIL, 20.8 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CT0528'ACROSS THE HIGHWAY FROM THE SUNSET LODGE, SET IN THE TOP OF THE NORTH
 CT0528'END OF THE WEST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE.
 CT0528
 CT0528                          STATION RECOVERY (1982)
 CT0528
 CT0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0528'3.2 KM (2.0 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0528'STATION IN ABILENE, 0.2 KM (0.1 MI) EAST OF THE CROSSING OF LEGGETT
 CT0528'DRIVE, IN TOP OF THE EAST END OF THE NORTH RETAINING WALL OF THE WEST
 CT0528'ABUTMENT OF THE SOUTH FIRST STREET BRIDGE OVER ELM CREEK, ACROSS THE
 CT0528'STREET FROM THE SUNSET LODGE MOTEL, 30.8 METERS (101.0 FT) SOUTH OF
 CT0528'THE NEAR RAIL AND 6.2 METERS (20.3 FT) NORTH OF THE CENTERLINE OF THE
 CT0528'WEST BOUND LANES OF THE STREET.
 CT0528'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CT0528
 CT0528                          STATION RECOVERY (1983)
 CT0528
 CT0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0528'RECOVERED IN GOOD CONDITION.
 CT0528
 CT0528                          STATION RECOVERY (1994)
 CT0528
 CT0528'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0528'RECOVERED IN GOOD CONDITION.
 CT0528
 CT0528                          STATION RECOVERY (2001)
 CT0528
 CT0528'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0593 ***********************************************************************
 AH0593  DESIGNATION -  U 918
 AH0593  PID         -  AH0593
 AH0593  STATE/COUNTY-  TX/KLEBERG
 AH0593  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0593
 AH0593                         *CURRENT SURVEY CONTROL
 AH0593  ___________________________________________________________________
 AH0593* NAD 83(1986)-  27 16 23.     (N)    097 43 14.     (W)     SCALED    
 AH0593* NAVD 88     -        10.190  (meters)      33.43   (feet)  ADJUSTED  
 AH0593  ___________________________________________________________________
 AH0593  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH0593  DYNAMIC HT  -          10.174 (meters)      33.38  (feet)  COMP
 AH0593  MODELED GRAV-     979,097.9   (mgal)                       NAVD 88
 AH0593
 AH0593  VERT ORDER  -  SECOND    CLASS 0
 AH0593
 AH0593.The horizontal coordinates were scaled from a topographic map and have
 AH0593.an estimated accuracy of +/- 6 seconds.
 AH0593
 AH0593.The orthometric height was determined by differential leveling
 AH0593.and adjusted by the National Geodetic Survey in June 1991..
 AH0593
 AH0593.The geoid height was determined by GEOID03.
 AH0593
 AH0593.The dynamic height is computed by dividing the NAVD 88
 AH0593.geopotential number by the normal gravity value computed on the
 AH0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0593.degrees latitude (g = 980.6199 gals.).
 AH0593
 AH0593.The modeled gravity was interpolated from observed gravity values.
 AH0593
 AH0593;                    North         East    Units  Estimated Accuracy
 AH0593;SPC TX S     - 5,178,210.      377,170.      MT  (+/- 180 meters Scaled)
 AH0593
 AH0593                          SUPERSEDED SURVEY CONTROL
 AH0593
 AH0593  NGVD 29 (??/??/92)   10.293  (m)           33.77   (f) ADJ UNCH    2 0
 AH0593
 AH0593.Superseded values are not recommended for survey control.
 AH0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0593.See file dsdata.txt to determine how the superseded data were derived.
 AH0593
 AH0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR266173(NAD 83)
 AH0593_MARKER: DB = BENCH MARK DISK
 AH0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0593_STAMPING: U 918 1945
 AH0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0593+STABILITY: SURFACE MOTION
 AH0593
 AH0593  HISTORY     - Date     Condition        Report By
 AH0593  HISTORY     - 1945     MONUMENTED       CGS
 AH0593
 AH0593                          STATION DESCRIPTION
 AH0593
 AH0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0593'7.5 MI SE FROM RIVIERA.
 AH0593'TO REACH FROM THE POST OFFICE AT RIVIERA.  BY GOING EASTERLY ALONG THE
 AH0593'RIVIERA BEACH ROAD 5.5 MILES TO THE BAFFLIN BAY SCHOOL, THENCE TURN
 AH0593'RIGHT (SOUTH) ALONG THE PAVED ROAD TO OUTLYING LANDING FIELD 55 AND GO
 AH0593'1.6 MILES TO THE ENTRANCE OF THE LANDING FIELD, THENCE CONTINUE 0.35
 AH0593'MILE TO THE RESCUE AND SALVAGE STATION.  BENCH MARK IS AT THE HIGHEST
 AH0593'POINT OF THE LANDING FIELD, 250 FEET EAST OF THE STATION BUILDING, AT
 AH0593'THE SOUTHEAST CORNER OF THE RUNWAY RAMP, 2 FEET NORTH OF 4 X 4 WITNESS
 AH0593'POST, 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0871 ***********************************************************************
 AH0871  DESIGNATION -  U 919
 AH0871  PID         -  AH0871
 AH0871  STATE/COUNTY-  TX/NUECES
 AH0871  USGS QUAD   -  CONCORDIA (1975)
 AH0871
 AH0871                         *CURRENT SURVEY CONTROL
 AH0871  ___________________________________________________________________
 AH0871* NAD 83(1986)-  27 34 45.     (N)    097 40 38.     (W)     SCALED    
 AH0871* NAVD 88     -        12.655  (meters)      41.52   (feet)  ADJUSTED  
 AH0871  ___________________________________________________________________
 AH0871  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH0871  DYNAMIC HT  -          12.635 (meters)      41.45  (feet)  COMP
 AH0871  MODELED GRAV-     979,109.2   (mgal)                       NAVD 88
 AH0871
 AH0871  VERT ORDER  -  SECOND    CLASS 0
 AH0871
 AH0871.The horizontal coordinates were scaled from a topographic map and have
 AH0871.an estimated accuracy of +/- 6 seconds.
 AH0871
 AH0871.The orthometric height was determined by differential leveling
 AH0871.and adjusted by the National Geodetic Survey in June 1991..
 AH0871
 AH0871.The geoid height was determined by GEOID03.
 AH0871
 AH0871.The dynamic height is computed by dividing the NAVD 88
 AH0871.geopotential number by the normal gravity value computed on the
 AH0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0871.degrees latitude (g = 980.6199 gals.).
 AH0871
 AH0871.The modeled gravity was interpolated from observed gravity values.
 AH0871
 AH0871;                    North         East    Units  Estimated Accuracy
 AH0871;SPC TX S     - 5,212,160.      381,240.      MT  (+/- 180 meters Scaled)
 AH0871
 AH0871                          SUPERSEDED SURVEY CONTROL
 AH0871
 AH0871  NGVD 29 (??/??/92)   12.773  (m)           41.91   (f) ADJ UNCH    2 0
 AH0871
 AH0871.Superseded values are not recommended for survey control.
 AH0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0871.See file dsdata.txt to determine how the superseded data were derived.
 AH0871
 AH0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR305512(NAD 83)
 AH0871_MARKER: DB = BENCH MARK DISK
 AH0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0871_STAMPING: U 919 1945
 AH0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0871+STABILITY: SURFACE MOTION
 AH0871
 AH0871  HISTORY     - Date     Condition        Report By
 AH0871  HISTORY     - 1945     MONUMENTED       CGS
 AH0871  HISTORY     - 1954     MARK NOT FOUND   USGS
 AH0871
 AH0871                          STATION DESCRIPTION
 AH0871
 AH0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0871'8.1 MI E FROM BISHOP.
 AH0871'TO REACH FROM THE BISHOP HIGHSCHOOL BY GOING EASTERLY ALONG ROAD TO
 AH0871'THE CHAPMAN RANCH 7.9 MILES TO A PAVED T ROAD LEADING NORTH TO
 AH0871'OUTLYING LANDING FIELD 24, THENCE TURN LEFT (NORTH) 0.2 MILE TO
 AH0871'ENTRANCE OF LANDING FIELD.  BENCH MARK IS 78 FEET WEST OF THE
 AH0871'ENTRANCE, 39 FEET WEST OF THE ROAD, 1 FOOT SOUTH OF A 4X4 WITNESS
 AH0871'POST, SET IN TOP OF A FEDERAL AID PROJECT CONCRETE POST, ABOUT 10
 AH0871'INCHES ABOVE THE LEVEL OF THE ROAD.
 AH0871
 AH0871                          STATION RECOVERY (1954)
 AH0871
 AH0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AH0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0028 ***********************************************************************
 BY0028  DESIGNATION -  U 92
 BY0028  PID         -  BY0028
 BY0028  STATE/COUNTY-  TX/SHELBY
 BY0028  USGS QUAD   -  TENAHA EAST (1984)
 BY0028
 BY0028                         *CURRENT SURVEY CONTROL
 BY0028  ___________________________________________________________________
 BY0028* NAD 83(1986)-  31 52 58.     (N)    094 12 55.     (W)     SCALED    
 BY0028* NAVD 88     -        80.28   (+/-2cm)     263.4    (feet)  VERTCON   
 BY0028  ___________________________________________________________________
 BY0028  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BY0028
 BY0028  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0028
 BY0028.The horizontal coordinates were scaled from a topographic map and have
 BY0028.an estimated accuracy of +/- 6 seconds.
 BY0028
 BY0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0028.The vertical order pertains to the NGVD 29 superseded value.
 BY0028
 BY0028.The geoid height was determined by GEOID03.
 BY0028
 BY0028;                    North         East    Units  Estimated Accuracy
 BY0028;SPC TX C     - 3,261,590.    1,278,560.      MT  (+/- 180 meters Scaled)
 BY0028
 BY0028                          SUPERSEDED SURVEY CONTROL
 BY0028
 BY0028  NGVD 29 (??/??/92)   80.328  (m)          263.54   (f) ADJ UNCH    1 2
 BY0028
 BY0028.Superseded values are not recommended for survey control.
 BY0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0028.See file dsdata.txt to determine how the superseded data were derived.
 BY0028
 BY0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR850280(NAD 83)
 BY0028_MARKER: DB = BENCH MARK DISK
 BY0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0028+STABILITY: SURFACE MOTION
 BY0028
 BY0028  HISTORY     - Date     Condition        Report By
 BY0028  HISTORY     - UNK      MONUMENTED       CGS
 BY0028  HISTORY     - 1932     GOOD             NGS
 BY0028  HISTORY     - 1934     GOOD             NGS
 BY0028  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0028  HISTORY     - 1980     MARK NOT FOUND   USGS
 BY0028
 BY0028                          STATION DESCRIPTION
 BY0028
 BY0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0028'7 MI N FROM CENTER.
 BY0028'ON THE G.C. AND SANTA FE R.R., 30 RAILS NORTH OF THE FLAT FORKS
 BY0028'STATION, 13 RAILS SOUTH OF MILE POST NO. 147, 3 FEET SOUTH OF A CATTLE
 BY0028'GUARD, AND 20 FEET WEST OF THE RAILROAD.
 BY0028
 BY0028                          STATION RECOVERY (1934)
 BY0028
 BY0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0028'RECOVERED IN GOOD CONDITION.
 BY0028
 BY0028                          STATION RECOVERY (1979)
 BY0028
 BY0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0028'MARK NOT FOUND.
 BY0028
 BY0028                          STATION RECOVERY (1980)
 BY0028
 BY0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0028'DESCRIBED CATTLE GUARD LOCATION IS 13 RAILS N, OF MILE POST 147, NOT
 BY0028'S, AS DESCRIBED. THE CATTLE GUARD IS GONE AND NO EVIDENCE OF THE
 BY0028'BENCH MARK WAS FOUND IN THE AREA AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0840 ***********************************************************************
 AH0840  DESIGNATION -  U 920
 AH0840  PID         -  AH0840
 AH0840  STATE/COUNTY-  TX/NUECES
 AH0840  USGS QUAD   -  LAURELES RANCH (1975)
 AH0840
 AH0840                         *CURRENT SURVEY CONTROL
 AH0840  ___________________________________________________________________
 AH0840* NAD 83(1986)-  27 36 28.     (N)    097 32 06.     (W)     SCALED    
 AH0840* NAVD 88     -        11.635  (meters)      38.17   (feet)  ADJUSTED  
 AH0840  ___________________________________________________________________
 AH0840  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH0840  DYNAMIC HT  -          11.617 (meters)      38.11  (feet)  COMP
 AH0840  MODELED GRAV-     979,116.6   (mgal)                       NAVD 88
 AH0840
 AH0840  VERT ORDER  -  SECOND    CLASS 0
 AH0840
 AH0840.The horizontal coordinates were scaled from a topographic map and have
 AH0840.an estimated accuracy of +/- 6 seconds.
 AH0840
 AH0840.The orthometric height was determined by differential leveling
 AH0840.and adjusted by the National Geodetic Survey in June 1991..
 AH0840
 AH0840.The geoid height was determined by GEOID03.
 AH0840
 AH0840.The dynamic height is computed by dividing the NAVD 88
 AH0840.geopotential number by the normal gravity value computed on the
 AH0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0840.degrees latitude (g = 980.6199 gals.).
 AH0840
 AH0840.The modeled gravity was interpolated from observed gravity values.
 AH0840
 AH0840;                    North         East    Units  Estimated Accuracy
 AH0840;SPC TX S     - 5,215,430.      395,260.      MT  (+/- 180 meters Scaled)
 AH0840
 AH0840                          SUPERSEDED SURVEY CONTROL
 AH0840
 AH0840  NGVD 29 (??/??/92)   11.788  (m)           38.67   (f) ADJ UNCH    2 0
 AH0840
 AH0840.Superseded values are not recommended for survey control.
 AH0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0840.See file dsdata.txt to determine how the superseded data were derived.
 AH0840
 AH0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR445546(NAD 83)
 AH0840_MARKER: DB = BENCH MARK DISK
 AH0840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0840_SP_SET: CULVERT
 AH0840_STAMPING: U 920 1945
 AH0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0840
 AH0840  HISTORY     - Date     Condition        Report By
 AH0840  HISTORY     - 1945     MONUMENTED       CGS
 AH0840  HISTORY     - 1949     GOOD             NGS
 AH0840
 AH0840                          STATION DESCRIPTION
 AH0840
 AH0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0840'6.4 MI N FROM CHAPMAN RANCH.
 AH0840'5.0 MILES WEST ALONG A PAVED ROAD LEADING TO BISHOP FROM CHAPMAN RANCH
 AH0840'HEADQUARTERS, NUECES COUNTY, 1.4 MILE NORTH ALONG A PAVED ROAD. AT
 AH0840'OUTLYING FIELD 2-A (ABANDONED), 36 FEET SOUTHWEST OF THE SOUTHWEST
 AH0840'CORNER OF THE FIELD, 15 FEET EAST OF THE CENTERLINE OF THE ROAD, AT A
 AH0840'LARGE CONCRETE CULVERT, AND IN THE NORTH END OF THE EAST HEADWALL. A
 AH0840'IRON DISK, STAMPED U 920 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0243 ***********************************************************************
 DN0243  DESIGNATION -  U 922
 DN0243  PID         -  DN0243
 DN0243  STATE/COUNTY-  TX/HUNT
 DN0243  USGS QUAD   -  JOSEPHINE (1963)
 DN0243
 DN0243                         *CURRENT SURVEY CONTROL
 DN0243  ___________________________________________________________________
 DN0243* NAD 83(1986)-  33 03 42.     (N)    096 15 46.     (W)     SCALED    
 DN0243* NAVD 88     -       172.522  (meters)     566.02   (feet)  ADJUSTED  
 DN0243  ___________________________________________________________________
 DN0243  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN0243  DYNAMIC HT  -         172.334 (meters)     565.40  (feet)  COMP
 DN0243  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 DN0243
 DN0243  VERT ORDER  -  SECOND    CLASS 0
 DN0243
 DN0243.The horizontal coordinates were scaled from a topographic map and have
 DN0243.an estimated accuracy of +/- 6 seconds.
 DN0243
 DN0243.The orthometric height was determined by differential leveling
 DN0243.and adjusted by the National Geodetic Survey in June 1991..
 DN0243
 DN0243.The geoid height was determined by GEOID03.
 DN0243
 DN0243.The dynamic height is computed by dividing the NAVD 88
 DN0243.geopotential number by the normal gravity value computed on the
 DN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0243.degrees latitude (g = 980.6199 gals.).
 DN0243
 DN0243.The modeled gravity was interpolated from observed gravity values.
 DN0243
 DN0243;                    North         East    Units  Estimated Accuracy
 DN0243;SPC TXNC     - 2,156,920.      808,890.      MT  (+/- 180 meters Scaled)
 DN0243
 DN0243                          SUPERSEDED SURVEY CONTROL
 DN0243
 DN0243  NGVD 29 (??/??/92)  172.515  (m)          565.99   (f) ADJ UNCH    2 0
 DN0243
 DN0243.Superseded values are not recommended for survey control.
 DN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0243.See file dsdata.txt to determine how the superseded data were derived.
 DN0243
 DN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB555614(NAD 83)
 DN0243_MARKER: DB = BENCH MARK DISK
 DN0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0243_STAMPING: U 922 1946
 DN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0243+STABILITY: SURFACE MOTION
 DN0243
 DN0243  HISTORY     - Date     Condition        Report By
 DN0243  HISTORY     - 1946     MONUMENTED       CGS
 DN0243  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0243
 DN0243                          STATION DESCRIPTION
 DN0243
 DN0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0243'1.9 MI W FROM CADDO MILLS.
 DN0243'1.9 MILES WEST ALONG A FARM TO MARKET ROAD FROM THE CITY WATER TOWER
 DN0243'AT CADDO MILLS.  THE MARK IS SET AT AN INTERSECTION OF THE FARM TO
 DN0243'MARKET ROAD AND A T ROAD RUNNING SOUTH, AND IN THE NORTHWEST CORNER OF
 DN0243'A CULTIVATED FIELD.  54 FEET SOUTHEAST OF THE INTERSECTION OF THE
 DN0243'CENTER LINES OF THE TWO ROADS, 49.9 FEET SOUTH OF THE CENTER LINE OF
 DN0243'THE EAST AND WEST ROAD, 23 FEET EAST OF THE CENTER LINE OF THE ROAD
 DN0243'RUNNING SOUTH, 6 FEET EAST OF A POWER POLE, 3 FEET EAST OF A WHITE 4X4
 DN0243'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0243
 DN0243                          STATION RECOVERY (1994)
 DN0243
 DN0243'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1329 ***********************************************************************
 CS1329  DESIGNATION -  U 923
 CS1329  PID         -  CS1329
 CS1329  STATE/COUNTY-  TX/DALLAS
 CS1329  USGS QUAD   -  GARLAND (1973)
 CS1329
 CS1329                         *CURRENT SURVEY CONTROL
 CS1329  ___________________________________________________________________
 CS1329* NAD 83(1986)-  32 54 16.     (N)    096 44 55.     (W)     SCALED    
 CS1329* NAVD 88     -       173.394  (meters)     568.88   (feet)  ADJUSTED  
 CS1329  ___________________________________________________________________
 CS1329  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CS1329  DYNAMIC HT  -         173.200 (meters)     568.24  (feet)  COMP
 CS1329  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 CS1329
 CS1329  VERT ORDER  -  SECOND    CLASS 0
 CS1329
 CS1329.The horizontal coordinates were scaled from a topographic map and have
 CS1329.an estimated accuracy of +/- 6 seconds.
 CS1329
 CS1329.The orthometric height was determined by differential leveling
 CS1329.and adjusted by the National Geodetic Survey in June 1991..
 CS1329
 CS1329.The geoid height was determined by GEOID03.
 CS1329
 CS1329.The dynamic height is computed by dividing the NAVD 88
 CS1329.geopotential number by the normal gravity value computed on the
 CS1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1329.degrees latitude (g = 980.6199 gals.).
 CS1329
 CS1329.The modeled gravity was interpolated from observed gravity values.
 CS1329
 CS1329;                    North         East    Units  Estimated Accuracy
 CS1329;SPC TXNC     - 2,138,620.      763,820.      MT  (+/- 180 meters Scaled)
 CS1329
 CS1329                          SUPERSEDED SURVEY CONTROL
 CS1329
 CS1329  NGVD 29 (??/??/92)  173.404  (m)          568.91   (f) ADJ UNCH    2 0
 CS1329
 CS1329.Superseded values are not recommended for survey control.
 CS1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1329.See file dsdata.txt to determine how the superseded data were derived.
 CS1329
 CS1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB105429(NAD 83)
 CS1329_MARKER: DB = BENCH MARK DISK
 CS1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1329_STAMPING: U 923 1946
 CS1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1329+STABILITY: SURFACE MOTION
 CS1329
 CS1329  HISTORY     - Date     Condition        Report By
 CS1329  HISTORY     - 1946     MONUMENTED       CGS
 CS1329  HISTORY     - 1958     GOOD             NGS
 CS1329
 CS1329                          STATION DESCRIPTION
 CS1329
 CS1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1329'3.2 MI S FROM RICHARDSON.
 CS1329'3.2 MILES SOUTH FROM THE HIGHSCHOOL AT RICHARDSON, ALONG GREENVILLE
 CS1329'AVENUE, ABOUT 1 MILE EAST OF U.S. HIGHWAY NO. 75, ABOUT 50 FEET WEST
 CS1329'OF THE APPROXIMATE CENTERLINE OF GREENVILLE, 24 FEET SOUTH OF THE
 CS1329'APPROXIMATE CENTERLINE OF STULTS ROAD AND 5 YARDS WEST OF A FENCE
 CS1329'CORNER.  A STANDARD DISK STAMPED U 923 1946 IN A CONCRETE POST WHICH
 CS1329'PROJECTS ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1332 ***********************************************************************
 CS1332  DESIGNATION -  U 924
 CS1332  PID         -  CS1332
 CS1332  STATE/COUNTY-  TX/COLLIN
 CS1332  USGS QUAD   -  ROWLETT (1973)
 CS1332
 CS1332                         *CURRENT SURVEY CONTROL
 CS1332  ___________________________________________________________________
 CS1332* NAD 83(1986)-  32 59 37.     (N)    096 32 30.     (W)     SCALED    
 CS1332* NAVD 88     -       163.286  (meters)     535.71   (feet)  ADJUSTED  
 CS1332  ___________________________________________________________________
 CS1332  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CS1332  DYNAMIC HT  -         163.108 (meters)     535.13  (feet)  COMP
 CS1332  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 CS1332
 CS1332  VERT ORDER  -  SECOND    CLASS 0
 CS1332
 CS1332.The horizontal coordinates were scaled from a topographic map and have
 CS1332.an estimated accuracy of +/- 6 seconds.
 CS1332
 CS1332.The orthometric height was determined by differential leveling
 CS1332.and adjusted by the National Geodetic Survey in June 1991..
 CS1332
 CS1332.The geoid height was determined by GEOID03.
 CS1332
 CS1332.The dynamic height is computed by dividing the NAVD 88
 CS1332.geopotential number by the normal gravity value computed on the
 CS1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1332.degrees latitude (g = 980.6199 gals.).
 CS1332
 CS1332.The modeled gravity was interpolated from observed gravity values.
 CS1332
 CS1332;                    North         East    Units  Estimated Accuracy
 CS1332;SPC TXNC     - 2,148,850.      782,990.      MT  (+/- 180 meters Scaled)
 CS1332
 CS1332                          SUPERSEDED SURVEY CONTROL
 CS1332
 CS1332  NGVD 29 (??/??/92)  163.295  (m)          535.74   (f) ADJ UNCH    2 0
 CS1332
 CS1332.Superseded values are not recommended for survey control.
 CS1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1332.See file dsdata.txt to determine how the superseded data were derived.
 CS1332
 CS1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB296532(NAD 83)
 CS1332_MARKER: DB = BENCH MARK DISK
 CS1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1332_SP_SET: CULVERT
 CS1332_STAMPING: U 924 1946
 CS1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1332
 CS1332  HISTORY     - Date     Condition        Report By
 CS1332  HISTORY     - 1946     MONUMENTED       CGS
 CS1332  HISTORY     - 1964     GOOD             NGS
 CS1332  HISTORY     - 19910628 MARK NOT FOUND   USPSQD
 CS1332  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1332
 CS1332                          STATION DESCRIPTION
 CS1332
 CS1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1332'1.5 MI S FROM WYLIE.
 CS1332'1.5 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE CITY WATER TOWER AT
 CS1332'WYLIE.  13.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A BRONZE
 CS1332'DISK SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 CS1332'CONCRETE CULVERT.  NOTE-- THE HIGHWAY HAS BEEN CHANGED.  THE ROUTE TO
 CS1332'REACH IS NOW AS FOLLOWS-- TO REACH FROM THE JUNCTION OF FARM ROAD 544
 CS1332'AND STATE HIGHWAY 78 IN WYLIE, GO SOUTH ON FARM ROAD 544 FOR 0.45 MILE
 CS1332'TO A CROSSROAD.  (FARM ROAD 544 TURNS LEFT.) KEEP STRAIGHT AHEAD, GO
 CS1332'0.95 MILE TO THE BENCH MARK.
 CS1332
 CS1332                          STATION RECOVERY (1991)
 CS1332
 CS1332'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1332'MARK NOT FOUND.
 CS1332
 CS1332                          STATION RECOVERY (2005)
 CS1332
 CS1332'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0134 ***********************************************************************
 DN0134  DESIGNATION -  U 926
 DN0134  PID         -  DN0134
 DN0134  STATE/COUNTY-  TX/HUNT
 DN0134  USGS QUAD   -  JOSEPHINE (1963)
 DN0134
 DN0134                         *CURRENT SURVEY CONTROL
 DN0134  ___________________________________________________________________
 DN0134* NAD 83(1986)-  33 01 56.     (N)    096 15 53.     (W)     SCALED    
 DN0134* NAVD 88     -       158.601  (meters)     520.34   (feet)  ADJUSTED  
 DN0134  ___________________________________________________________________
 DN0134  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DN0134  DYNAMIC HT  -         158.427 (meters)     519.77  (feet)  COMP
 DN0134  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 DN0134
 DN0134  VERT ORDER  -  FIRST     CLASS II
 DN0134
 DN0134.The horizontal coordinates were scaled from a topographic map and have
 DN0134.an estimated accuracy of +/- 6 seconds.
 DN0134
 DN0134.The orthometric height was determined by differential leveling
 DN0134.and adjusted by the National Geodetic Survey in June 1991..
 DN0134
 DN0134.The geoid height was determined by GEOID03.
 DN0134
 DN0134.The dynamic height is computed by dividing the NAVD 88
 DN0134.geopotential number by the normal gravity value computed on the
 DN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0134.degrees latitude (g = 980.6199 gals.).
 DN0134
 DN0134.The modeled gravity was interpolated from observed gravity values.
 DN0134
 DN0134;                    North         East    Units  Estimated Accuracy
 DN0134;SPC TXNC     - 2,153,650.      808,780.      MT  (+/- 180 meters Scaled)
 DN0134
 DN0134                          SUPERSEDED SURVEY CONTROL
 DN0134
 DN0134  NGVD 29 (??/??/92)  158.581  (m)          520.28   (f) ADJ UNCH    1 2
 DN0134
 DN0134.Superseded values are not recommended for survey control.
 DN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0134.See file dsdata.txt to determine how the superseded data were derived.
 DN0134
 DN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB554581(NAD 83)
 DN0134_MARKER: DB = BENCH MARK DISK
 DN0134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0134_SP_SET: WINGWALL
 DN0134_STAMPING: U 926 1946
 DN0134_MARK LOGO: CGS   
 DN0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0134+STABILITY: SURFACE MOTION
 DN0134
 DN0134  HISTORY     - Date     Condition        Report By
 DN0134  HISTORY     - 1946     MONUMENTED       CGS
 DN0134  HISTORY     - 1986     GOOD             NGS
 DN0134  HISTORY     - 19940421 GOOD             USPSQD
 DN0134
 DN0134                          STATION DESCRIPTION
 DN0134
 DN0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0134'3.3 MI SW FROM CADDO MILLS.
 DN0134'3.3 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0134'THE STATION AT CADDO MILLS.  117 FEET WEST OF THE WEST RAIL, 17.8 FEET
 DN0134'EAST OF THE CENTER LINE OF U.S. HIGHWAY 67.  A BRONZE DISK SET IN THE
 DN0134'TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A CONCRETE
 DN0134'HIGHWAY BRIDGE ACROSS BRUSHY CREEK.
 DN0134
 DN0134                          STATION RECOVERY (1986)
 DN0134
 DN0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0134'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.9 KM (3.05
 DN0134'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST JUNCTION WITH
 DN0134'FARM ROAD 36 IN CADDO MILLS, IN THE SOUTHWEST END OF THE SOUTHWEST
 DN0134'CONCRETE WINGWALL OF THE HIGHWAY BRIDGE SPANNING BRUSHY CREEK, 5.5 M
 DN0134'(18.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0
 DN0134'FT) SOUTHWEST OF THE SOUTH END OF THE BRIDGE ABUTMENT.
 DN0134'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN0134
 DN0134                          STATION RECOVERY (1994)
 DN0134
 DN0134'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0022 ***********************************************************************
 CS0022  DESIGNATION -  U 927
 CS0022  PID         -  CS0022
 CS0022  STATE/COUNTY-  TX/HUNT
 CS0022  USGS QUAD   -  QUINLAN (1979)
 CS0022
 CS0022                         *CURRENT SURVEY CONTROL
 CS0022  ___________________________________________________________________
 CS0022* NAD 83(1986)-  32 59 59.     (N)    096 11 13.     (W)     SCALED    
 CS0022* NAVD 88     -       146.815  (meters)     481.68   (feet)  ADJUSTED  
 CS0022  ___________________________________________________________________
 CS0022  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0022  DYNAMIC HT  -         146.655 (meters)     481.15  (feet)  COMP
 CS0022  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 CS0022
 CS0022  VERT ORDER  -  SECOND    CLASS 0
 CS0022
 CS0022.The horizontal coordinates were scaled from a topographic map and have
 CS0022.an estimated accuracy of +/- 6 seconds.
 CS0022
 CS0022.The orthometric height was determined by differential leveling
 CS0022.and adjusted by the National Geodetic Survey in June 1991..
 CS0022
 CS0022.The geoid height was determined by GEOID03.
 CS0022
 CS0022.The dynamic height is computed by dividing the NAVD 88
 CS0022.geopotential number by the normal gravity value computed on the
 CS0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0022.degrees latitude (g = 980.6199 gals.).
 CS0022
 CS0022.The modeled gravity was interpolated from observed gravity values.
 CS0022
 CS0022;                    North         East    Units  Estimated Accuracy
 CS0022;SPC TXNC     - 2,150,200.      816,120.      MT  (+/- 180 meters Scaled)
 CS0022
 CS0022                          SUPERSEDED SURVEY CONTROL
 CS0022
 CS0022  NGVD 29 (??/??/92)  146.80   (m)          481.6    (f) COMPUTED    2 0
 CS0022
 CS0022.Superseded values are not recommended for survey control.
 CS0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0022.See file dsdata.txt to determine how the superseded data were derived.
 CS0022
 CS0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB628547(NAD 83)
 CS0022_MARKER: DB = BENCH MARK DISK
 CS0022_SETTING: 0 = UNSPECIFIED SETTING
 CS0022_STAMPING: U 927 1946
 CS0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0022
 CS0022  HISTORY     - Date     Condition        Report By
 CS0022  HISTORY     - 1946     MONUMENTED       CGS
 CS0022  HISTORY     - 1975     GOOD             USGS
 CS0022  HISTORY     - 19940419 GOOD             USPSQD
 CS0022
 CS0022                          STATION DESCRIPTION
 CS0022
 CS0022'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 CS0022'6.6 MI SE FROM CADDO MILLS.
 CS0022'HWY. INT. STATE 34 AND FR 1564 (1.5 MI. N. OF CASH, TEXAS) THENCE W.
 CS0022'ALONG FR 1564 FOR 4.9 MI. TO JCT. OF FR 1564 AND FR 36-- THENCE LEFT
 CS0022'S. ALONG FR 36 FOR 0.2 MI. TO DRIVEWAY E. 53 FT. E. OF HWY., 28 FT. N.
 CS0022'OF DRIVEWAY.  PROJECTING 1.3 FT.  ABOUT 200 FT. N. OF A STEEL TOWER
 CS0022'POWER LINE X-ING.
 CS0022
 CS0022                          STATION RECOVERY (1994)
 CS0022
 CS0022'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0046 ***********************************************************************
 CS0046  DESIGNATION -  U 928
 CS0046  PID         -  CS0046
 CS0046  STATE/COUNTY-  TX/HUNT
 CS0046  USGS QUAD   -  QUINLAN (1979)
 CS0046
 CS0046                         *CURRENT SURVEY CONTROL
 CS0046  ___________________________________________________________________
 CS0046* NAD 83(1986)-  32 54 36.     (N)    096 09 17.     (W)     SCALED    
 CS0046* NAVD 88     -       156.762  (meters)     514.31   (feet)  ADJUSTED  
 CS0046  ___________________________________________________________________
 CS0046  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0046  DYNAMIC HT  -         156.590 (meters)     513.75  (feet)  COMP
 CS0046  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 CS0046
 CS0046  VERT ORDER  -  SECOND    CLASS 0
 CS0046
 CS0046.The horizontal coordinates were scaled from a topographic map and have
 CS0046.an estimated accuracy of +/- 6 seconds.
 CS0046
 CS0046.The orthometric height was determined by differential leveling
 CS0046.and adjusted by the National Geodetic Survey in June 1991..
 CS0046
 CS0046.The geoid height was determined by GEOID03.
 CS0046
 CS0046.The dynamic height is computed by dividing the NAVD 88
 CS0046.geopotential number by the normal gravity value computed on the
 CS0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0046.degrees latitude (g = 980.6199 gals.).
 CS0046
 CS0046.The modeled gravity was interpolated from observed gravity values.
 CS0046
 CS0046;                    North         East    Units  Estimated Accuracy
 CS0046;SPC TXNC     - 2,140,320.      819,350.      MT  (+/- 180 meters Scaled)
 CS0046
 CS0046                          SUPERSEDED SURVEY CONTROL
 CS0046
 CS0046  NGVD 29 (??/??/92)  156.76   (m)          514.3    (f) COMPUTED    2 0
 CS0046
 CS0046.Superseded values are not recommended for survey control.
 CS0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0046.See file dsdata.txt to determine how the superseded data were derived.
 CS0046
 CS0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB661449(NAD 83)
 CS0046_MARKER: DB = BENCH MARK DISK
 CS0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0046_STAMPING: U 928 1946
 CS0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0046+STABILITY: SURFACE MOTION
 CS0046
 CS0046  HISTORY     - Date     Condition        Report By
 CS0046  HISTORY     - 1946     MONUMENTED       CGS
 CS0046  HISTORY     - 1956     GOOD             USGS
 CS0046  HISTORY     - 1975     MARK NOT FOUND   USGS
 CS0046  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0046
 CS0046                          STATION DESCRIPTION
 CS0046
 CS0046'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CS0046'0.9 MI W FROM QUINLAN.
 CS0046'0.9 MILE WEST ALONG STATE FARM ROAD 35 FROM THE SOUTHERN PACIFIC
 CS0046'SIDING AT QUINLAN, 36 FEET SOUTH OF THE T-JUNCTION OF THE ROAD AND A
 CS0046'LONG DRIVEWAY NORTH, 4 FEET NORTH OF A POWERLINE POLE.  A STANDARD
 CS0046'DISK STAMPED U 928 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS0046
 CS0046                          STATION RECOVERY (1975)
 CS0046
 CS0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CS0046'MARK NOT FOUND.
 CS0046
 CS0046                          STATION RECOVERY (1994)
 CS0046
 CS0046'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0082 ***********************************************************************
 CS0082  DESIGNATION -  U 929 RESET 1947
 CS0082  PID         -  CS0082
 CS0082  STATE/COUNTY-  TX/ROCKWALL
 CS0082  USGS QUAD   -  FORNEY NORTH (1973)
 CS0082
 CS0082                         *CURRENT SURVEY CONTROL
 CS0082  ___________________________________________________________________
 CS0082* NAD 83(1986)-  32 50 21.     (N)    096 27 34.     (W)     SCALED    
 CS0082* NAVD 88     -       156.14   (+/-2cm)     512.3    (feet)  VERTCON   
 CS0082  ___________________________________________________________________
 CS0082  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0082
 CS0082  VERT ORDER  -  THIRD (See Below)
 CS0082
 CS0082.The horizontal coordinates were scaled from a topographic map and have
 CS0082.an estimated accuracy of +/- 6 seconds.
 CS0082
 CS0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0082.The vertical order pertains to the NGVD 29 superseded value.
 CS0082
 CS0082.The geoid height was determined by GEOID03.
 CS0082
 CS0082;                    North         East    Units  Estimated Accuracy
 CS0082;SPC TXNC     - 2,131,870.      791,010.      MT  (+/- 180 meters Scaled)
 CS0082
 CS0082                          SUPERSEDED SURVEY CONTROL
 CS0082
 CS0082  NGVD 29 (01/29/03)  156.16   (m)          512.3    (f) RESET       3  
 CS0082
 CS0082.Superseded values are not recommended for survey control.
 CS0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0082.See file dsdata.txt to determine how the superseded data were derived.
 CS0082
 CS0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB377363(NAD 83)
 CS0082_MARKER: DB = BENCH MARK DISK
 CS0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0082_STAMPING: U 929 RESET 1947
 CS0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0082+STABILITY: SURFACE MOTION
 CS0082
 CS0082  HISTORY     - Date     Condition        Report By
 CS0082  HISTORY     - 1947     MONUMENTED       CGS
 CS0082  HISTORY     - 1961     POOR             USGS
 CS0082  HISTORY     - 19920825 MARK NOT FOUND   USPSQD
 CS0082  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS0082
 CS0082                          STATION DESCRIPTION
 CS0082
 CS0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0082'1.0 MI E FROM HEATH.
 CS0082'1.0 MILE EAST ALONG FARM-TO-MARKET ROAD 550 FROM HEATH, IN A PASTURE
 CS0082'CORNER, 50 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF
 CS0082'THE RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  A
 CS0082'STANDARD DISK, STAMPED U 929 RESET 1947 AND SET IN THE TOP OF A
 CS0082'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- IT MAY BE
 CS0082'REACHED FROM HEATH BY GOING 0.5 MILE NORTHEAST, THENCE 0.6 MILE EAST.
 CS0082
 CS0082                          STATION RECOVERY (1961)
 CS0082
 CS0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0082'MARK RECOVERED IN POOR CONDITION.
 CS0082
 CS0082                          STATION RECOVERY (1992)
 CS0082
 CS0082'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS0082'MARK NOT FOUND.
 CS0082
 CS0082                          STATION RECOVERY (2005)
 CS0082
 CS0082'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0041 ***********************************************************************
 AJ0041  DESIGNATION -  U 93
 AJ0041  PID         -  AJ0041
 AJ0041  STATE/COUNTY-  TX/DUVAL
 AJ0041  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0041
 AJ0041                         *CURRENT SURVEY CONTROL
 AJ0041  ___________________________________________________________________
 AJ0041* NAD 83(1986)-  27 42 10.     (N)    098 19 12.     (W)     SCALED    
 AJ0041* NAVD 88     -       113.787  (meters)     373.32   (feet)  ADJUSTED  
 AJ0041  ___________________________________________________________________
 AJ0041  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AJ0041  DYNAMIC HT  -         113.609 (meters)     372.73  (feet)  COMP
 AJ0041  MODELED GRAV-     979,086.4   (mgal)                       NAVD 88
 AJ0041
 AJ0041  VERT ORDER  -  FIRST     CLASS II
 AJ0041
 AJ0041.The horizontal coordinates were scaled from a topographic map and have
 AJ0041.an estimated accuracy of +/- 6 seconds.
 AJ0041
 AJ0041.The orthometric height was determined by differential leveling
 AJ0041.and adjusted by the National Geodetic Survey in June 1991..
 AJ0041
 AJ0041.The geoid height was determined by GEOID03.
 AJ0041
 AJ0041.The dynamic height is computed by dividing the NAVD 88
 AJ0041.geopotential number by the normal gravity value computed on the
 AJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0041.degrees latitude (g = 980.6199 gals.).
 AJ0041
 AJ0041.The modeled gravity was interpolated from observed gravity values.
 AJ0041
 AJ0041;                    North         East    Units  Estimated Accuracy
 AJ0041;SPC TX S     - 5,225,600.      317,750.      MT  (+/- 180 meters Scaled)
 AJ0041
 AJ0041                          SUPERSEDED SURVEY CONTROL
 AJ0041
 AJ0041  NGVD 29 (??/??/92)  113.857  (m)          373.55   (f) ADJ UNCH    1 2
 AJ0041
 AJ0041.Superseded values are not recommended for survey control.
 AJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0041.See file dsdata.txt to determine how the superseded data were derived.
 AJ0041
 AJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR670644(NAD 83)
 AJ0041_MARKER: DB = BENCH MARK DISK
 AJ0041_SETTING: 0 = UNSPECIFIED SETTING
 AJ0041_STAMPING: U 93 1932 373.546
 AJ0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0041
 AJ0041  HISTORY     - Date     Condition        Report By
 AJ0041  HISTORY     - 1932     MONUMENTED       CGS
 AJ0041  HISTORY     - 1933     GOOD             NGS
 AJ0041  HISTORY     - 1969     MARK NOT FOUND   USGS
 AJ0041
 AJ0041                          STATION DESCRIPTION
 AJ0041
 AJ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0041'7.5 MI W FROM SAN DIEGO.
 AJ0041'ON THE TEXAS-MEXICAN RR. 60 FT. W OF MILE POST 102.  30 FT. S OF
 AJ0041'TRACK.
 AJ0041
 AJ0041                          STATION RECOVERY (1969)
 AJ0041
 AJ0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0270 ***********************************************************************
 DN0270  DESIGNATION -  U 930
 DN0270  PID         -  DN0270
 DN0270  STATE/COUNTY-  TX/DENTON
 DN0270  USGS QUAD   -  HEBRON (1981)
 DN0270
 DN0270                         *CURRENT SURVEY CONTROL
 DN0270  ___________________________________________________________________
 DN0270* NAD 83(1986)-  33 04 26.     (N)    096 51 20.     (W)     SCALED    
 DN0270* NAVD 88     -       176.232  (meters)     578.19   (feet)  ADJUSTED  
 DN0270  ___________________________________________________________________
 DN0270  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DN0270  DYNAMIC HT  -         176.034 (meters)     577.54  (feet)  COMP
 DN0270  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 DN0270
 DN0270  VERT ORDER  -  SECOND    CLASS 0
 DN0270
 DN0270.The horizontal coordinates were scaled from a topographic map and have
 DN0270.an estimated accuracy of +/- 6 seconds.
 DN0270
 DN0270.The orthometric height was determined by differential leveling
 DN0270.and adjusted by the National Geodetic Survey in June 1991..
 DN0270
 DN0270.The geoid height was determined by GEOID03.
 DN0270
 DN0270.The dynamic height is computed by dividing the NAVD 88
 DN0270.geopotential number by the normal gravity value computed on the
 DN0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0270.degrees latitude (g = 980.6199 gals.).
 DN0270
 DN0270.The modeled gravity was interpolated from observed gravity values.
 DN0270
 DN0270;                    North         East    Units  Estimated Accuracy
 DN0270;SPC TXNC     - 2,157,250.      753,530.      MT  (+/- 180 meters Scaled)
 DN0270
 DN0270                          SUPERSEDED SURVEY CONTROL
 DN0270
 DN0270  NGVD 29 (??/??/92)  176.245  (m)          578.23   (f) ADJ UNCH    2 0
 DN0270
 DN0270.Superseded values are not recommended for survey control.
 DN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0270.See file dsdata.txt to determine how the superseded data were derived.
 DN0270
 DN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB001615(NAD 83)
 DN0270_MARKER: DB = BENCH MARK DISK
 DN0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0270_STAMPING: U 930 1946
 DN0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0270+STABILITY: SURFACE MOTION
 DN0270
 DN0270  HISTORY     - Date     Condition        Report By
 DN0270  HISTORY     - 1946     MONUMENTED       CGS
 DN0270  HISTORY     - 1954     GOOD             NGS
 DN0270  HISTORY     - 19950709 MARK NOT FOUND   USPSQD
 DN0270  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0270  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0270
 DN0270                          STATION DESCRIPTION
 DN0270
 DN0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0270'0.7 MI S FROM CAMEY.
 DN0270'0.7 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0270'FROM THE STATION SIGN AT CAMEY, 312 FEET SOUTH OF MILEPOST 691-10, 49
 DN0270'FEET WEST OF THE WEST RAIL, 68 FEET NORTHWEST OF THE NORTHWEST CORNER
 DN0270'OF BRIDGE 691.4, 2 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS
 DN0270'POST, 8 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 DN0270'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 DN0270
 DN0270                          STATION RECOVERY (1995)
 DN0270
 DN0270'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0270'MARK NOT FOUND.
 DN0270
 DN0270                          STATION RECOVERY (1998)
 DN0270
 DN0270'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0270'MARK NOT FOUND.
 DN0270
 DN0270                          STATION RECOVERY (2005)
 DN0270
 DN0270'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1763 ***********************************************************************
 CS1763  DESIGNATION -  U 931 RESET 1959
 CS1763  PID         -  CS1763
 CS1763  STATE/COUNTY-  TX/TARRANT
 CS1763  USGS QUAD   -  HALTOM CITY (1981)
 CS1763
 CS1763                         *CURRENT SURVEY CONTROL
 CS1763  ___________________________________________________________________
 CS1763* NAD 83(1986)-  32 47 41.     (N)    097 19 56.     (W)     SCALED    
 CS1763* NAVD 88     -       180.90   (+/-2cm)     593.5    (feet)  VERTCON   
 CS1763  ___________________________________________________________________
 CS1763  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS1763
 CS1763  VERT ORDER  -  THIRD (See Below)
 CS1763
 CS1763.The horizontal coordinates were scaled from a topographic map and have
 CS1763.an estimated accuracy of +/- 6 seconds.
 CS1763
 CS1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1763.The vertical order pertains to the NGVD 29 superseded value.
 CS1763
 CS1763.The geoid height was determined by GEOID03.
 CS1763
 CS1763;                    North         East    Units  Estimated Accuracy
 CS1763;SPC TXNC     - 2,125,700.      709,370.      MT  (+/- 180 meters Scaled)
 CS1763
 CS1763                          SUPERSEDED SURVEY CONTROL
 CS1763
 CS1763  NGVD 29 (01/29/03)  180.90   (m)          593.5    (f) RESET       3  
 CS1763
 CS1763.Superseded values are not recommended for survey control.
 CS1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1763.See file dsdata.txt to determine how the superseded data were derived.
 CS1763
 CS1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB561297(NAD 83)
 CS1763_MARKER: DB = BENCH MARK DISK
 CS1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1763_STAMPING: U 931 RESET 1959
 CS1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1763+STABILITY: SURFACE MOTION
 CS1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1763+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 CS1763
 CS1763  HISTORY     - Date     Condition        Report By
 CS1763  HISTORY     - 1959     MONUMENTED       CGS
 CS1763  HISTORY     - 1988     GOOD             NGS
 CS1763  HISTORY     - 19970301 GOOD             USPSQD
 CS1763  HISTORY     - 20020610 GOOD             INDIV
 CS1763  HISTORY     - 20060427 GOOD             INDIV
 CS1763
 CS1763                          STATION DESCRIPTION
 CS1763
 CS1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CS1763'IN FORT WORTH.
 CS1763'ABOUT 2.5 MILES DUE NORTH OF THE COUNTY COURT HOUSE IN FORT WORTH,
 CS1763'NEAR THE INTERSECTION OF EAST 28TH STREET AND SCHWARTZ STREET, IN THE
 CS1763'SOUTHEAST CORNER OF A PARKING AREA IN DIAMOND HILL PARK.  IT IS ABOUT
 CS1763'50 YARDS SOUTH OF THE CENTERLINE OF 28TH AND 100 YARDS WEST OF
 CS1763'SCHWARTZ WHICH ARE THE NORTH AND EAST BOUNDARIES OF THE PARK.  A DISK
 CS1763'STAMPED U 931 RESET 1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 1
 CS1763'FOOT.
 CS1763
 CS1763                          STATION RECOVERY (1988)
 CS1763
 CS1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CS1763'RECOVERED IN GOOD CONDITION.
 CS1763
 CS1763                          STATION RECOVERY (1997)
 CS1763
 CS1763'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1763'RECOVERED IN GOOD CONDITION.
 CS1763
 CS1763                          STATION RECOVERY (2002)
 CS1763
 CS1763'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1763'GPS N32 47.698 W097 19.991 WGS84
 CS1763
 CS1763                          STATION RECOVERY (2006)
 CS1763
 CS1763'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TD)
 CS1763'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1686 ***********************************************************************
 CS1686  DESIGNATION -  U 932
 CS1686  PID         -  CS1686
 CS1686  STATE/COUNTY-  TX/TARRANT
 CS1686  USGS QUAD   -  FORT WORTH (1981)
 CS1686
 CS1686                         *CURRENT SURVEY CONTROL
 CS1686  ___________________________________________________________________
 CS1686* NAD 83(1986)-  32 42 22.     (N)    097 19 28.     (W)     SCALED    
 CS1686* NAVD 88     -       204.743  (meters)     671.73   (feet)  ADJUSTED  
 CS1686  ___________________________________________________________________
 CS1686  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS1686  DYNAMIC HT  -         204.502 (meters)     670.94  (feet)  COMP
 CS1686  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 CS1686
 CS1686  VERT ORDER  -  FIRST     CLASS II
 CS1686
 CS1686.The horizontal coordinates were scaled from a topographic map and have
 CS1686.an estimated accuracy of +/- 6 seconds.
 CS1686
 CS1686.The orthometric height was determined by differential leveling
 CS1686.and adjusted by the National Geodetic Survey in June 1991..
 CS1686.WARNING-Repeat measurements at this control monument indicate possible
 CS1686.vertical movement.
 CS1686
 CS1686.The geoid height was determined by GEOID03.
 CS1686
 CS1686.The dynamic height is computed by dividing the NAVD 88
 CS1686.geopotential number by the normal gravity value computed on the
 CS1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1686.degrees latitude (g = 980.6199 gals.).
 CS1686
 CS1686.The modeled gravity was interpolated from observed gravity values.
 CS1686
 CS1686;                    North         East    Units  Estimated Accuracy
 CS1686;SPC TXNC     - 2,115,880.      710,210.      MT  (+/- 180 meters Scaled)
 CS1686
 CS1686                          SUPERSEDED SURVEY CONTROL
 CS1686
 CS1686  NGVD 29 (??/??/92)  204.747  (m)          671.74   (f) ADJ UNCH    1 2
 CS1686
 CS1686.Superseded values are not recommended for survey control.
 CS1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1686.See file dsdata.txt to determine how the superseded data were derived.
 CS1686
 CS1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB570199(NAD 83)
 CS1686_MARKER: DB = BENCH MARK DISK
 CS1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1686_STAMPING: U 932 1946 671.662
 CS1686_MARK LOGO: CGS   
 CS1686_PROJECTION: PROJECTING 10 CENTIMETERS
 CS1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1686+STABILITY: SURFACE MOTION
 CS1686
 CS1686  HISTORY     - Date     Condition        Report By
 CS1686  HISTORY     - 1946     MONUMENTED       CGS
 CS1686  HISTORY     - 1956     GOOD             NGS
 CS1686  HISTORY     - 1966     GOOD             NGS
 CS1686  HISTORY     - 1983     GOOD             NGS
 CS1686  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1686  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1686  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1686  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1686  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS1686
 CS1686                          STATION DESCRIPTION
 CS1686
 CS1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1686'IN FORT WORTH.
 CS1686'ABOUT 3.8 MILES SOUTH OF THE COUNTY COURT HOUSE IN FORT WORTH, NEAR
 CS1686'THE INTERSECTION OF BERRY STREET AND STUART DRIVE, 15 FEET NORTH OF
 CS1686'THE NORTH CURB OF BERRY STREET AND ABOUT 50 YARDS WEST OF STUART
 CS1686'DRIVE, ABOUT MIDWAY BETWEEN TWO TRACKS, THE MAIN LINE OF THE T. AND
 CS1686'N.O. TO THE EAST AND A SPUR TRACK TO THE WEST.  A STANDARD DISK
 CS1686'STAMPED U 932 1946 671.662 IN A CONCRETE POST WHICH IS ABOUT FLUSH
 CS1686'WITH THE GROUND.
 CS1686
 CS1686                          STATION RECOVERY (1966)
 CS1686
 CS1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1686'RECOVERED IN GOOD CONDITION.
 CS1686
 CS1686                          STATION RECOVERY (1983)
 CS1686
 CS1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1686'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN FORT WORTH,
 CS1686'AT THE INTERSECTION OF BERRY STREET AND THE SOUTHERN PACIFIC RAILROAD,
 CS1686'13.6 METERS (44.6 FT) SOUTHWEST OF THE NEAR RAIL, 12.0 METERS (39.4
 CS1686'FT) NORTH OF THE CENTERLINE OF THE STREET, 7.0 METERS (23.0 FT)
 CS1686'NORTHWEST OF A UTILITY POLE, 4.9 METERS (16.1 FT) NORTH OF THE NORTH
 CS1686'CURB OF THE STREET AND 2.6 METERS (8.5 FT) SOUTH OF A UTILITY POLE
 CS1686'WITH A METER.
 CS1686'THE MARK IS 0.3 M ABOVE THE STREET.
 CS1686
 CS1686                          STATION RECOVERY (1989)
 CS1686
 CS1686'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWM)
 CS1686'MARK NOT FOUND.
 CS1686
 CS1686                          STATION RECOVERY (1991)
 CS1686
 CS1686'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCS)
 CS1686'MARK NOT FOUND.
 CS1686
 CS1686                          STATION RECOVERY (1995)
 CS1686
 CS1686'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1686'MARK NOT FOUND.
 CS1686
 CS1686                          STATION RECOVERY (2001)
 CS1686
 CS1686'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1686'MARK NOT FOUND.
 CS1686
 CS1686                          STATION RECOVERY (2005)
 CS1686
 CS1686'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHB)
 CS1686'BELIEVED TO BE DESTROYED BY NEW UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0135 ***********************************************************************
 BZ0135  DESIGNATION -  U 933
 BZ0135  PID         -  BZ0135
 BZ0135  STATE/COUNTY-  TX/FREESTONE
 BZ0135  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0135
 BZ0135                         *CURRENT SURVEY CONTROL
 BZ0135  ___________________________________________________________________
 BZ0135* NAD 83(1986)-  31 37 36.     (N)    096 18 16.     (W)     SCALED    
 BZ0135* NAVD 88     -       139.12   (+/-2cm)     456.4    (feet)  VERTCON   
 BZ0135  ___________________________________________________________________
 BZ0135  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 BZ0135
 BZ0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0135
 BZ0135.The horizontal coordinates were scaled from a topographic map and have
 BZ0135.an estimated accuracy of +/- 6 seconds.
 BZ0135
 BZ0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0135.The vertical order pertains to the NGVD 29 superseded value.
 BZ0135
 BZ0135.The geoid height was determined by GEOID03.
 BZ0135
 BZ0135;                    North         East    Units  Estimated Accuracy
 BZ0135;SPC TX C     - 3,224,200.    1,082,130.      MT  (+/- 180 meters Scaled)
 BZ0135
 BZ0135                          SUPERSEDED SURVEY CONTROL
 BZ0135
 BZ0135  NGVD 29 (??/??/92)  139.110  (m)          456.40   (f) ADJ UNCH    2 0
 BZ0135
 BZ0135.Superseded values are not recommended for survey control.
 BZ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0135.See file dsdata.txt to determine how the superseded data were derived.
 BZ0135
 BZ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA556022(NAD 83)
 BZ0135_MARKER: DB = BENCH MARK DISK
 BZ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0135_STAMPING: U 933 1948
 BZ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0135+STABILITY: SURFACE MOTION
 BZ0135
 BZ0135  HISTORY     - Date     Condition        Report By
 BZ0135  HISTORY     - 1948     MONUMENTED       CGS
 BZ0135  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0135
 BZ0135                          STATION DESCRIPTION
 BZ0135
 BZ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0135'1.0 MI W FROM TEAGUE.
 BZ0135'1.0 MILE WEST ALONG A GRADED DIRT ROAD FROM THE BURLINGTON-ROCK ISLAND
 BZ0135'RAILROAD STATION AT TEAGUE, 0.1 MILE WEST OF A FORK IN THE ROAD, 300.0
 BZ0135'FEET EAST OF THE TOP OF A HILL, 222.0 FEET WEST OF THE WEST END OF A
 BZ0135'WOODEN BRIDGE, 34.8 FEET NORTH AND ABOUT 1.0 FOOT BELOW THE CENTER OF
 BZ0135'THE ROAD, 18.0 FEET WEST OF A 14-INCH OAK TREE, 13.1 FEET EAST OF A
 BZ0135'FENCE CORNER POST, 1.8 FEET EAST OF A WITNESS POST, 1.0 FOOT SOUTH OF
 BZ0135'A BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0135'0.4 FOOT ABOVE GROUND.
 BZ0135
 BZ0135                          STATION RECOVERY (1963)
 BZ0135
 BZ0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0168 ***********************************************************************
 BZ0168  DESIGNATION -  U 934
 BZ0168  PID         -  BZ0168
 BZ0168  STATE/COUNTY-  TX/FREESTONE
 BZ0168  USGS QUAD   -  FAIRFIELD (1982)
 BZ0168
 BZ0168                         *CURRENT SURVEY CONTROL
 BZ0168  ___________________________________________________________________
 BZ0168* NAD 83(1986)-  31 40 20.     (N)    096 09 33.     (W)     SCALED    
 BZ0168* NAVD 88     -       134.899  (meters)     442.58   (feet)  ADJUSTED  
 BZ0168  ___________________________________________________________________
 BZ0168  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BZ0168  DYNAMIC HT  -         134.737 (meters)     442.05  (feet)  COMP
 BZ0168  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 BZ0168
 BZ0168  VERT ORDER  -  SECOND    CLASS 0
 BZ0168
 BZ0168.The horizontal coordinates were scaled from a topographic map and have
 BZ0168.an estimated accuracy of +/- 6 seconds.
 BZ0168
 BZ0168.The orthometric height was determined by differential leveling
 BZ0168.and adjusted by the National Geodetic Survey in June 1991..
 BZ0168
 BZ0168.The geoid height was determined by GEOID03.
 BZ0168
 BZ0168.The dynamic height is computed by dividing the NAVD 88
 BZ0168.geopotential number by the normal gravity value computed on the
 BZ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0168.degrees latitude (g = 980.6199 gals.).
 BZ0168
 BZ0168.The modeled gravity was interpolated from observed gravity values.
 BZ0168
 BZ0168;                    North         East    Units  Estimated Accuracy
 BZ0168;SPC TX C     - 3,229,760.    1,095,710.      MT  (+/- 180 meters Scaled)
 BZ0168
 BZ0168                          SUPERSEDED SURVEY CONTROL
 BZ0168
 BZ0168  NGVD 29 (??/??/92)  134.889  (m)          442.55   (f) ADJ UNCH    2 0
 BZ0168
 BZ0168.Superseded values are not recommended for survey control.
 BZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0168.See file dsdata.txt to determine how the superseded data were derived.
 BZ0168
 BZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA693076(NAD 83)
 BZ0168_MARKER: DR = REFERENCE MARK DISK
 BZ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0168_STAMPING: U 934 1948
 BZ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0168+STABILITY: SURFACE MOTION
 BZ0168
 BZ0168  HISTORY     - Date     Condition        Report By
 BZ0168  HISTORY     - 1948     MONUMENTED       CGS
 BZ0168  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0168
 BZ0168                          STATION DESCRIPTION
 BZ0168
 BZ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0168'3.8 MI SW FROM FAIRFIELD.
 BZ0168'0.3 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT FAIRFIELD,
 BZ0168'THENCE 3.5 MILES SOUTH ALONG U.S. HIGHWAY 75, 1.0 MILE NORTH BENCH
 BZ0168'MARK Q 934, 125.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 BZ0168'55.2 FEET WEST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 BZ0168'HIGHWAY, 45.2 FEET NORTHWEST OF A MAILBOX, 19.2 FEET NORTH OF THE
 BZ0168'CENTER LINE OF A FARM DRIVE, 7.5 FEET WEST OF A FENCE CORNER, 1.4 FEET
 BZ0168'EAST OF A WITNESS POST, 1.4 FEET SOUTH OF A WOVEN WIRE FENCE, SET IN
 BZ0168'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0168
 BZ0168                          STATION RECOVERY (2002)
 BZ0168
 BZ0168'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0173 ***********************************************************************
 BZ0173  DESIGNATION -  U 935
 BZ0173  PID         -  BZ0173
 BZ0173  STATE/COUNTY-  TX/FREESTONE
 BZ0173  USGS QUAD   -  FAIRFIELD (1982)
 BZ0173
 BZ0173                         *CURRENT SURVEY CONTROL
 BZ0173  ___________________________________________________________________
 BZ0173* NAD 83(1986)-  31 43 28.     (N)    096 09 56.     (W)     SCALED    
 BZ0173* NAVD 88     -       141.784  (meters)     465.17   (feet)  ADJUSTED  
 BZ0173  ___________________________________________________________________
 BZ0173  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0173  DYNAMIC HT  -         141.614 (meters)     464.61  (feet)  COMP
 BZ0173  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 BZ0173
 BZ0173  VERT ORDER  -  SECOND    CLASS 0
 BZ0173
 BZ0173.The horizontal coordinates were scaled from a topographic map and have
 BZ0173.an estimated accuracy of +/- 6 seconds.
 BZ0173
 BZ0173.The orthometric height was determined by differential leveling
 BZ0173.and adjusted by the National Geodetic Survey in June 1991..
 BZ0173
 BZ0173.The geoid height was determined by GEOID03.
 BZ0173
 BZ0173.The dynamic height is computed by dividing the NAVD 88
 BZ0173.geopotential number by the normal gravity value computed on the
 BZ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0173.degrees latitude (g = 980.6199 gals.).
 BZ0173
 BZ0173.The modeled gravity was interpolated from observed gravity values.
 BZ0173
 BZ0173;                    North         East    Units  Estimated Accuracy
 BZ0173;SPC TX C     - 3,235,520.    1,094,890.      MT  (+/- 180 meters Scaled)
 BZ0173
 BZ0173                          SUPERSEDED SURVEY CONTROL
 BZ0173
 BZ0173  NGVD 29 (??/??/92)  141.775  (m)          465.14   (f) ADJ UNCH    2 0
 BZ0173
 BZ0173.Superseded values are not recommended for survey control.
 BZ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0173.See file dsdata.txt to determine how the superseded data were derived.
 BZ0173
 BZ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA685133(NAD 83)
 BZ0173_MARKER: DB = BENCH MARK DISK
 BZ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0173_STAMPING: U 935 1948
 BZ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0173+STABILITY: SURFACE MOTION
 BZ0173
 BZ0173  HISTORY     - Date     Condition        Report By
 BZ0173  HISTORY     - 1948     MONUMENTED       CGS
 BZ0173  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0173
 BZ0173                          STATION DESCRIPTION
 BZ0173
 BZ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0173'IN FAIRFIELD.
 BZ0173'AT FAIRFIELD, AT THE JUNCTION OF U.S. HIGHWAYS NO.75 AND NO.84, 20.8
 BZ0173'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO.84, 47.4 FEET WEST OF THE
 BZ0173'CENTER OF U.S. HIGHWAY NO.75, 50.4 FEET NORTHEAST OF THE NORTHEAST OF
 BZ0173'THE NORTHEAST CORNER OF A SINCLAIR SERVICE STATION, MIDWAY BETWEEN TWO
 BZ0173'POWER POLES SET 6.4 FEET APART, 5.0 FEET SOUTHWEST OF A HIGHWAY MARKER
 BZ0173'POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 BZ0173'ABOVE GROUND.
 BZ0173
 BZ0173                          STATION RECOVERY (1965)
 BZ0173
 BZ0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0056 ***********************************************************************
 BZ0056  DESIGNATION -  U 936
 BZ0056  PID         -  BZ0056
 BZ0056  STATE/COUNTY-  TX/FREESTONE
 BZ0056  USGS QUAD   -  KIRVIN (1982)
 BZ0056
 BZ0056                         *CURRENT SURVEY CONTROL
 BZ0056  ___________________________________________________________________
 BZ0056* NAD 83(1986)-  31 45 23.     (N)    096 19 04.     (W)     SCALED    
 BZ0056* NAVD 88     -       132.192  (meters)     433.70   (feet)  ADJUSTED  
 BZ0056  ___________________________________________________________________
 BZ0056  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0056  DYNAMIC HT  -         132.035 (meters)     433.18  (feet)  COMP
 BZ0056  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 BZ0056
 BZ0056  VERT ORDER  -  SECOND    CLASS 0
 BZ0056
 BZ0056.The horizontal coordinates were scaled from a topographic map and have
 BZ0056.an estimated accuracy of +/- 6 seconds.
 BZ0056
 BZ0056.The orthometric height was determined by differential leveling
 BZ0056.and adjusted by the National Geodetic Survey in June 1991..
 BZ0056
 BZ0056.The geoid height was determined by GEOID03.
 BZ0056
 BZ0056.The dynamic height is computed by dividing the NAVD 88
 BZ0056.geopotential number by the normal gravity value computed on the
 BZ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0056.degrees latitude (g = 980.6199 gals.).
 BZ0056
 BZ0056.The modeled gravity was interpolated from observed gravity values.
 BZ0056
 BZ0056;                    North         East    Units  Estimated Accuracy
 BZ0056;SPC TX C     - 3,238,530.    1,080,350.      MT  (+/- 180 meters Scaled)
 BZ0056
 BZ0056                          SUPERSEDED SURVEY CONTROL
 BZ0056
 BZ0056  NGVD 29 (??/??/92)  132.181  (m)          433.66   (f) ADJ UNCH    2 0
 BZ0056
 BZ0056.Superseded values are not recommended for survey control.
 BZ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0056.See file dsdata.txt to determine how the superseded data were derived.
 BZ0056
 BZ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA540165(NAD 83)
 BZ0056_MARKER: DB = BENCH MARK DISK
 BZ0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0056_SP_SET: CULVERT
 BZ0056_STAMPING: U 936 1948
 BZ0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0056
 BZ0056  HISTORY     - Date     Condition        Report By
 BZ0056  HISTORY     - 1948     MONUMENTED       CGS
 BZ0056  HISTORY     - 20020824 GOOD             USPSQD
 BZ0056
 BZ0056                          STATION DESCRIPTION
 BZ0056
 BZ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0056'1.45 MI SE FROM KIRVIN.
 BZ0056'0.65 MILE SOUTH ALONG SPUR HIGHWAY NO.156 FROM THE RAILROAD STATION AT
 BZ0056'KIRVIN, THENCE 0.8 MILE EAST ALONG FARM HIGHWAY NO.27, 180.0 FEET
 BZ0056'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE, 15.7 FEET SOUTH OF
 BZ0056'THE CENTER OF THE HIGHWAY, IN THE TOP OF THE EAST END OF THE SOUTH
 BZ0056'HEADWALL OF A CONCRETE CULVERT AND SET IN A DRILL HOLE.
 BZ0056
 BZ0056                          STATION RECOVERY (2002)
 BZ0056
 BZ0056'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BZ0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0691 ***********************************************************************
 BZ0691  DESIGNATION -  U 937
 BZ0691  PID         -  BZ0691
 BZ0691  STATE/COUNTY-  TX/NAVARRO
 BZ0691  USGS QUAD   -  COOLIDGE (1978)
 BZ0691
 BZ0691                         *CURRENT SURVEY CONTROL
 BZ0691  ___________________________________________________________________
 BZ0691* NAD 83(1986)-  31 49 06.     (N)    096 38 55.     (W)     SCALED    
 BZ0691* NAVD 88     -       140.797  (meters)     461.93   (feet)  ADJUSTED  
 BZ0691  ___________________________________________________________________
 BZ0691  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BZ0691  DYNAMIC HT  -         140.630 (meters)     461.38  (feet)  COMP
 BZ0691  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 BZ0691
 BZ0691  VERT ORDER  -  SECOND    CLASS 0
 BZ0691
 BZ0691.The horizontal coordinates were scaled from a topographic map and have
 BZ0691.an estimated accuracy of +/- 6 seconds.
 BZ0691
 BZ0691.The orthometric height was determined by differential leveling
 BZ0691.and adjusted by the National Geodetic Survey in June 1991..
 BZ0691
 BZ0691.The geoid height was determined by GEOID03.
 BZ0691
 BZ0691.The dynamic height is computed by dividing the NAVD 88
 BZ0691.geopotential number by the normal gravity value computed on the
 BZ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0691.degrees latitude (g = 980.6199 gals.).
 BZ0691
 BZ0691.The modeled gravity was interpolated from observed gravity values.
 BZ0691
 BZ0691;                    North         East    Units  Estimated Accuracy
 BZ0691;SPC TXNC     - 2,018,360.      775,300.      MT  (+/- 180 meters Scaled)
 BZ0691
 BZ0691                          SUPERSEDED SURVEY CONTROL
 BZ0691
 BZ0691  NGVD 29 (??/??/92)  140.777  (m)          461.87   (f) ADJ UNCH    2 0
 BZ0691
 BZ0691.Superseded values are not recommended for survey control.
 BZ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0691.See file dsdata.txt to determine how the superseded data were derived.
 BZ0691
 BZ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA225227(NAD 83)
 BZ0691_MARKER: DB = BENCH MARK DISK
 BZ0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0691_STAMPING: U 937 1948
 BZ0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0691+STABILITY: SURFACE MOTION
 BZ0691
 BZ0691  HISTORY     - Date     Condition        Report By
 BZ0691  HISTORY     - 1948     MONUMENTED       CGS
 BZ0691  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0691
 BZ0691                          STATION DESCRIPTION
 BZ0691
 BZ0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0691'6.3 MI N FROM COOLIDGE.
 BZ0691'6.3 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD STATION AT
 BZ0691'COOLIDGE, AT A T ROAD JUNCTION, 131.0 FEET SOUTHWEST OF THE CENTER
 BZ0691'LINE OF A ROAD LEADING SOUTHEAST, 26.0 FEET SOUTHEAST OF THE CENTER
 BZ0691'LINE OF A NORTHEAST AND SOUTHWEST ROAD, 8.7 FEET NORTHEAST OF A
 BZ0691'TELEPHONE POLE AND IN LINE WITH A ROW OF POLES, 2.9 FEET SOUTHWEST OF
 BZ0691'A T FENCE CORNER WHICH IS AT THE NORTH CORNER OF A FENCE SURROUNDING A
 BZ0691'SMALL STOCK POND, 0.6 FOOT NORTHWEST OF A FENCE, 1.6 FEET NORTHEAST OF
 BZ0691'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BZ0691'FOOT ABOVE THE GROUND.
 BZ0691
 BZ0691                          STATION RECOVERY (1965)
 BZ0691
 BZ0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0605 ***********************************************************************
 BZ0605  DESIGNATION -  U 938
 BZ0605  PID         -  BZ0605
 BZ0605  STATE/COUNTY-  TX/LIMESTONE
 BZ0605  USGS QUAD   -  TEHUACANA (1978)
 BZ0605
 BZ0605                         *CURRENT SURVEY CONTROL
 BZ0605  ___________________________________________________________________
 BZ0605* NAD 83(1986)-  31 43 00.     (N)    096 35 33.     (W)     SCALED    
 BZ0605* NAVD 88     -       153.584  (meters)     503.88   (feet)  ADJUSTED  
 BZ0605  ___________________________________________________________________
 BZ0605  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ0605  DYNAMIC HT  -         153.400 (meters)     503.28  (feet)  COMP
 BZ0605  MODELED GRAV-     979,442.4   (mgal)                       NAVD 88
 BZ0605
 BZ0605  VERT ORDER  -  FIRST     CLASS II
 BZ0605
 BZ0605.The horizontal coordinates were scaled from a topographic map and have
 BZ0605.an estimated accuracy of +/- 6 seconds.
 BZ0605
 BZ0605.The orthometric height was determined by differential leveling
 BZ0605.and adjusted by the National Geodetic Survey in June 1991..
 BZ0605
 BZ0605.The geoid height was determined by GEOID03.
 BZ0605
 BZ0605.The dynamic height is computed by dividing the NAVD 88
 BZ0605.geopotential number by the normal gravity value computed on the
 BZ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0605.degrees latitude (g = 980.6199 gals.).
 BZ0605
 BZ0605.The modeled gravity was interpolated from observed gravity values.
 BZ0605
 BZ0605;                    North         East    Units  Estimated Accuracy
 BZ0605;SPC TX C     - 3,233,220.    1,054,490.      MT  (+/- 180 meters Scaled)
 BZ0605
 BZ0605                          SUPERSEDED SURVEY CONTROL
 BZ0605
 BZ0605  NGVD 29 (??/??/92)  153.564  (m)          503.82   (f) ADJ UNCH    1 2
 BZ0605
 BZ0605.Superseded values are not recommended for survey control.
 BZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0605.See file dsdata.txt to determine how the superseded data were derived.
 BZ0605
 BZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA281115(NAD 83)
 BZ0605_MARKER: DB = BENCH MARK DISK
 BZ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0605_STAMPING: U 938 1948
 BZ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0605+STABILITY: SURFACE MOTION
 BZ0605
 BZ0605  HISTORY     - Date     Condition        Report By
 BZ0605  HISTORY     - 1948     MONUMENTED       CGS
 BZ0605
 BZ0605                          STATION DESCRIPTION
 BZ0605
 BZ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0605'4.27 MI SE FROM COOLIDGE.
 BZ0605'4.27 MILES SOUTHEAST ALONG THE ABANDONED BURLINGTON-ROCK ISLAND
 BZ0605'RAILROAD FROM THE STATION BUILDING AT COOLIDGE, AT A
 BZ0605'NORTHWEST-SOUTHEAST FENCE LINE CROSSING THE OLD RAILROAD BED, 57.0
 BZ0605'FEET SOUTH OF THE CENTER LINE OF THE OLD RAILROAD BED, 4.5 FEET
 BZ0605'SOUTHEAST OF A 3-WAY CORNER FENCE POST, 1.3 FEET SOUTHWEST OF A FENCE,
 BZ0605'2.3 FEET NORTHWEST OF A REFERENCE POST, A DISK SET IN TOP OF A
 BZ0605'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0671 ***********************************************************************
 BZ0671  DESIGNATION -  U 939
 BZ0671  PID         -  BZ0671
 BZ0671  STATE/COUNTY-  TX/NAVARRO
 BZ0671  USGS QUAD   -  UNION HIGH (1965)
 BZ0671
 BZ0671                         *CURRENT SURVEY CONTROL
 BZ0671  ___________________________________________________________________
 BZ0671* NAD 83(1986)-  31 49 05.     (N)    096 31 59.     (W)     SCALED    
 BZ0671* NAVD 88     -       140.788  (meters)     461.90   (feet)  ADJUSTED  
 BZ0671  ___________________________________________________________________
 BZ0671  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0671  DYNAMIC HT  -         140.621 (meters)     461.35  (feet)  COMP
 BZ0671  MODELED GRAV-     979,452.4   (mgal)                       NAVD 88
 BZ0671
 BZ0671  VERT ORDER  -  SECOND    CLASS 0
 BZ0671
 BZ0671.The horizontal coordinates were scaled from a topographic map and have
 BZ0671.an estimated accuracy of +/- 6 seconds.
 BZ0671
 BZ0671.The orthometric height was determined by differential leveling
 BZ0671.and adjusted by the National Geodetic Survey in June 1991..
 BZ0671
 BZ0671.The geoid height was determined by GEOID03.
 BZ0671
 BZ0671.The dynamic height is computed by dividing the NAVD 88
 BZ0671.geopotential number by the normal gravity value computed on the
 BZ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0671.degrees latitude (g = 980.6199 gals.).
 BZ0671
 BZ0671.The modeled gravity was interpolated from observed gravity values.
 BZ0671
 BZ0671;                    North         East    Units  Estimated Accuracy
 BZ0671;SPC TXNC     - 2,018,530.      786,240.      MT  (+/- 180 meters Scaled)
 BZ0671
 BZ0671                          SUPERSEDED SURVEY CONTROL
 BZ0671
 BZ0671  NGVD 29 (??/??/92)  140.768  (m)          461.84   (f) ADJ UNCH    2 0
 BZ0671
 BZ0671.Superseded values are not recommended for survey control.
 BZ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0671.See file dsdata.txt to determine how the superseded data were derived.
 BZ0671
 BZ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA335229(NAD 83)
 BZ0671_MARKER: DB = BENCH MARK DISK
 BZ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0671_STAMPING: U 939 1948
 BZ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0671+STABILITY: SURFACE MOTION
 BZ0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0671+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ0671
 BZ0671  HISTORY     - Date     Condition        Report By
 BZ0671  HISTORY     - 1948     MONUMENTED       CGS
 BZ0671  HISTORY     - 20020824 GOOD             USPSQD
 BZ0671
 BZ0671                          STATION DESCRIPTION
 BZ0671
 BZ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0671'5.4 MI NW FROM WORTHAM.
 BZ0671'1.6 MILES WEST ALONG A GRAVELED ROAD FROM THE ASSEMBLY OF GOD CHURCH
 BZ0671'AT THE WEST EDGE OF WORTHAM, THENCE 0.8 MILE NORTH ALONG A GRADED DIRT
 BZ0671'ROAD, THENCE 1.8 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 BZ0671'MILE SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTHWEST
 BZ0671'ALONG A GRADED DIRT ROAD, AT A T ROAD JUNCTION, 116.0 FEET SOUTHWEST
 BZ0671'OF THE CENTER LINE OF A NORTHWEST-SOUTHEAST ROAD, 61.0 FEET SOUTHEAST
 BZ0671'OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST, 43.4 FEET NORTH OF THE
 BZ0671'WEST CORNER OF THE HARMONY HILL SCHOOL, 34.4 FEET WEST OF THE NORTH
 BZ0671'CORNER OF THE SCHOOL, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 BZ0671'WITH THE GROUND.
 BZ0671
 BZ0671                          STATION RECOVERY (2002)
 BZ0671
 BZ0671'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ0671'PREVIOUS DESCRIPTION IS GOOD, HOWEVER, THE SCHOOL BUILDING IS NO
 BZ0671'LONGER THERE - ONLY SEVERAL STONES REMAIN FROM THE FOUNDATION.  THE
 BZ0671'ONLY EVIDENCE OF THE ROAD LEADING SOUTHWEST (AND 61 FROM MARK) IS A
 BZ0671'FAINT CHANGE IN VEGETATION.  THE MARK IS VERY USEABLE FOR GPS AS THIS
 BZ0671'IS HIGH, OPEN PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0677 ***********************************************************************
 BZ0677  DESIGNATION -  U 940
 BZ0677  PID         -  BZ0677
 BZ0677  STATE/COUNTY-  TX/NAVARRO
 BZ0677  USGS QUAD   -  UNION HIGH (1965)
 BZ0677
 BZ0677                         *CURRENT SURVEY CONTROL
 BZ0677  ___________________________________________________________________
 BZ0677* NAD 83(1986)-  31 50 29.     (N)    096 36 06.     (W)     SCALED    
 BZ0677* NAVD 88     -       138.215  (meters)     453.46   (feet)  ADJUSTED  
 BZ0677  ___________________________________________________________________
 BZ0677  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0677  DYNAMIC HT  -         138.052 (meters)     452.93  (feet)  COMP
 BZ0677  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 BZ0677
 BZ0677  VERT ORDER  -  SECOND    CLASS 0
 BZ0677
 BZ0677.The horizontal coordinates were scaled from a topographic map and have
 BZ0677.an estimated accuracy of +/- 6 seconds.
 BZ0677
 BZ0677.The orthometric height was determined by differential leveling
 BZ0677.and adjusted by the National Geodetic Survey in June 1991..
 BZ0677
 BZ0677.The geoid height was determined by GEOID03.
 BZ0677
 BZ0677.The dynamic height is computed by dividing the NAVD 88
 BZ0677.geopotential number by the normal gravity value computed on the
 BZ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0677.degrees latitude (g = 980.6199 gals.).
 BZ0677
 BZ0677.The modeled gravity was interpolated from observed gravity values.
 BZ0677
 BZ0677;                    North         East    Units  Estimated Accuracy
 BZ0677;SPC TXNC     - 2,021,000.      779,700.      MT  (+/- 180 meters Scaled)
 BZ0677
 BZ0677                          SUPERSEDED SURVEY CONTROL
 BZ0677
 BZ0677  NGVD 29 (??/??/92)  138.195  (m)          453.39   (f) ADJ UNCH    2 0
 BZ0677
 BZ0677.Superseded values are not recommended for survey control.
 BZ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0677.See file dsdata.txt to determine how the superseded data were derived.
 BZ0677
 BZ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA269253(NAD 83)
 BZ0677_MARKER: DB = BENCH MARK DISK
 BZ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0677_STAMPING: U 940 1948
 BZ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0677+STABILITY: SURFACE MOTION
 BZ0677
 BZ0677  HISTORY     - Date     Condition        Report By
 BZ0677  HISTORY     - 1948     MONUMENTED       CGS
 BZ0677
 BZ0677                          STATION DESCRIPTION
 BZ0677
 BZ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0677'9.6 MI SE FROM DAWSON.
 BZ0677'4.15 MILES EAST ALONG FARM ROAD 709 FROM THE RAILWAY STATION AT
 BZ0677'DAWSON, THENCE 4.5 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BZ0677'0.95 MILE NORTHEAST ALONG A GRADED DIRT ROAD, 0.3 MILE SOUTHWEST OF
 BZ0677'UNION HIGH SCHOOL, 80.2 FEET SOUTHEAST OF THE EAST CORNER OF A FENCE
 BZ0677'SURROUNDING A GARDEN, 66.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BZ0677'ROAD, 27.7 FEET NORTHEAST OF THE EAST CORNER OF A FARMHOUSE, 0.6 FOOT
 BZ0677'SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BZ0677'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1874 ***********************************************************************
 CS1874  DESIGNATION -  U 941 RESET 1971
 CS1874  PID         -  CS1874
 CS1874  STATE/COUNTY-  TX/TARRANT
 CS1874  USGS QUAD   -  KELLER (1981)
 CS1874
 CS1874                         *CURRENT SURVEY CONTROL
 CS1874  ___________________________________________________________________
 CS1874* NAD 83(1986)-  32 58 18.     (N)    097 17 12.     (W)     SCALED    
 CS1874* NAVD 88     -       205.18   (+/-2cm)     673.2    (feet)  VERTCON   
 CS1874  ___________________________________________________________________
 CS1874  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS1874
 CS1874  VERT ORDER  -  THIRD (See Below)
 CS1874
 CS1874.The horizontal coordinates were scaled from a topographic map and have
 CS1874.an estimated accuracy of +/- 6 seconds.
 CS1874
 CS1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1874.The vertical order pertains to the NGVD 29 superseded value.
 CS1874
 CS1874.The geoid height was determined by GEOID03.
 CS1874
 CS1874;                    North         East    Units  Estimated Accuracy
 CS1874;SPC TXNC     - 2,145,370.      713,410.      MT  (+/- 180 meters Scaled)
 CS1874
 CS1874                          SUPERSEDED SURVEY CONTROL
 CS1874
 CS1874  NGVD 29 (??/??/??)  205.17   (m)          673.1    (f) RESET       3  
 CS1874
 CS1874.Superseded values are not recommended for survey control.
 CS1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1874.See file dsdata.txt to determine how the superseded data were derived.
 CS1874
 CS1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB601494(NAD 83)
 CS1874_MARKER: DB = BENCH MARK DISK
 CS1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1874_STAMPING: U 941 RESET 1971
 CS1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1874+STABILITY: SURFACE MOTION
 CS1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1874+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 CS1874
 CS1874  HISTORY     - Date     Condition        Report By
 CS1874  HISTORY     - 1971     MONUMENTED       NGS
 CS1874  HISTORY     - 1990     GOOD             USPSQD
 CS1874  HISTORY     - 20020610 GOOD             INDIV
 CS1874
 CS1874                          STATION DESCRIPTION
 CS1874
 CS1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CS1874'3.5 MI E FROM HASLET.
 CS1874'FROM WHERE STATE HIGHWAY 156 CROSSES THE RAILROAD TRACKS IN HASLET, GO
 CS1874'EAST ON SURFACE ROAD FOR 2.3 MILES TO UNDER-PASS AND INTER-STATE 35W.
 CS1874'CONTINUE STRAIGHT AHEAD EAST ON SURFACE ROAD FOR 1.25 MILES TO MARK ON
 CS1874'THE RIGHT AND A LARGE BRICK HOME ON THE LEFT.  IT IS 152 FEET
 CS1874'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF LARGE BRICK HOUSE, 40 FEET
 CS1874'SOUTH OF DRIVE-WAY, 26 FEET SOUTH OF THE CENTER OF ROAD, 3 FEET WEST
 CS1874'OF A HI-LINE POLE, 2 FEET EAST OF A METAL WITNESS POST AND 1.6 FEET
 CS1874'NORTH OF FENCE-LINE.  A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS1874'CONCRETE POST THAT PROJECTS 4-INCHES AND STAMPED U 941 RESET 1971.
 CS1874
 CS1874                          STATION RECOVERY (1990)
 CS1874
 CS1874'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJD)
 CS1874'RECOVERED IN GOOD CONDITION.
 CS1874
 CS1874                          STATION RECOVERY (2002)
 CS1874
 CS1874'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1874'GPS N32 58.321 W097 17.234 WGS84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1964 ***********************************************************************
 CS1964  DESIGNATION -  U 942
 CS1964  PID         -  CS1964
 CS1964  STATE/COUNTY-  TX/TARRANT
 CS1964  USGS QUAD   -  GRAPEVINE (1981)
 CS1964
 CS1964                         *CURRENT SURVEY CONTROL
 CS1964  ___________________________________________________________________
 CS1964* NAD 83(1986)-  32 55 53.     (N)    097 05 27.     (W)     SCALED    
 CS1964* NAVD 88     -       197.819  (meters)     649.01   (feet)  ADJUSTED  
 CS1964  ___________________________________________________________________
 CS1964  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CS1964  DYNAMIC HT  -         197.590 (meters)     648.26  (feet)  COMP
 CS1964  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 CS1964
 CS1964  VERT ORDER  -  SECOND    CLASS 0
 CS1964
 CS1964.The horizontal coordinates were scaled from a topographic map and have
 CS1964.an estimated accuracy of +/- 6 seconds.
 CS1964
 CS1964.The orthometric height was determined by differential leveling
 CS1964.and adjusted by the National Geodetic Survey in June 1991..
 CS1964
 CS1964.The geoid height was determined by GEOID03.
 CS1964
 CS1964.The dynamic height is computed by dividing the NAVD 88
 CS1964.geopotential number by the normal gravity value computed on the
 CS1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1964.degrees latitude (g = 980.6199 gals.).
 CS1964
 CS1964.The modeled gravity was interpolated from observed gravity values.
 CS1964
 CS1964;                    North         East    Units  Estimated Accuracy
 CS1964;SPC TXNC     - 2,141,130.      731,770.      MT  (+/- 180 meters Scaled)
 CS1964
 CS1964                          SUPERSEDED SURVEY CONTROL
 CS1964
 CS1964  NGVD 29 (??/??/92)  197.800  (m)          648.95   (f) ADJ UNCH    2 0
 CS1964
 CS1964.Superseded values are not recommended for survey control.
 CS1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1964.See file dsdata.txt to determine how the superseded data were derived.
 CS1964
 CS1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB784452(NAD 83)
 CS1964_MARKER: DB = BENCH MARK DISK
 CS1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1964_STAMPING: U 942 1946
 CS1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1964+STABILITY: SURFACE MOTION
 CS1964
 CS1964  HISTORY     - Date     Condition        Report By
 CS1964  HISTORY     - 1946     MONUMENTED       CGS
 CS1964  HISTORY     - 1970     MARK NOT FOUND   NGS
 CS1964  HISTORY     - 19910227 GOOD             USPSQD
 CS1964
 CS1964                          STATION DESCRIPTION
 CS1964
 CS1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CS1964'1.0 MI SW FROM GRAPEVINE.
 CS1964'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 121 FROM THE FIRST NATIONAL
 CS1964'BANK AT GRAPEVINE, TARRANT COUNTY, 132 FEET SOUTH OF THE SOUTHWEST END
 CS1964'OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT, 47.5 FEET SOUTHEAST
 CS1964'OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF A FENCE CORNER,
 CS1964'1 FOOT NORTHWEST OF THE FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 CS1964'POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED U 942 1946
 CS1964'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CS1964'GROUND.  NOTE-- THE RIGHT-OF-WAY HAS BEEN WIDENED AND FENCE SET BACK.
 CS1964
 CS1964                          STATION RECOVERY (1991)
 CS1964
 CS1964'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCS)
 CS1964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1966 ***********************************************************************
 CS1966  DESIGNATION -  U 944
 CS1966  PID         -  CS1966
 CS1966  STATE/COUNTY-  TX/TARRANT
 CS1966  USGS QUAD   -  KENNEDALE (1981)
 CS1966
 CS1966                         *CURRENT SURVEY CONTROL
 CS1966  ___________________________________________________________________
 CS1966* NAD 83(1986)-  32 44 23.     (N)    097 12 56.     (W)     SCALED    
 CS1966* NAVD 88     -       191.192  (meters)     627.27   (feet)  ADJUSTED  
 CS1966  ___________________________________________________________________
 CS1966  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CS1966  DYNAMIC HT  -         190.970 (meters)     626.54  (feet)  COMP
 CS1966  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 CS1966
 CS1966  VERT ORDER  -  FIRST     CLASS II
 CS1966
 CS1966.The horizontal coordinates were scaled from a topographic map and have
 CS1966.an estimated accuracy of +/- 6 seconds.
 CS1966
 CS1966.The orthometric height was determined by differential leveling
 CS1966.and adjusted by the National Geodetic Survey in June 1991..
 CS1966
 CS1966.The geoid height was determined by GEOID03.
 CS1966
 CS1966.The dynamic height is computed by dividing the NAVD 88
 CS1966.geopotential number by the normal gravity value computed on the
 CS1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1966.degrees latitude (g = 980.6199 gals.).
 CS1966
 CS1966.The modeled gravity was interpolated from observed gravity values.
 CS1966
 CS1966;                    North         East    Units  Estimated Accuracy
 CS1966;SPC TXNC     - 2,119,730.      720,370.      MT  (+/- 180 meters Scaled)
 CS1966
 CS1966                          SUPERSEDED SURVEY CONTROL
 CS1966
 CS1966  NGVD 29 (??/??/92)  191.188  (m)          627.26   (f) ADJ UNCH    1 2
 CS1966
 CS1966.Superseded values are not recommended for survey control.
 CS1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1966.See file dsdata.txt to determine how the superseded data were derived.
 CS1966
 CS1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB671238(NAD 83)
 CS1966_MARKER: DB = BENCH MARK DISK
 CS1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1966_STAMPING: U 944 1946 627.256
 CS1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1966+STABILITY: SURFACE MOTION
 CS1966
 CS1966  HISTORY     - Date     Condition        Report By
 CS1966  HISTORY     - 1946     MONUMENTED       CGS
 CS1966  HISTORY     - 1956     GOOD             NGS
 CS1966  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1966  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1966
 CS1966                          STATION DESCRIPTION
 CS1966
 CS1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1966'0.4 MI N FROM HANDLEY.
 CS1966'IT IS 0.4 MILE NORTH ON HANDLEY DRIVE FROM THE TRAFFIC LIGHT ON
 CS1966'HIGHWAY NO.80 WHICH IS HANDLEYS MAIN STREET, IN THE NORTHEAST CORNER
 CS1966'OF THE INTERSECTION OF HANDLEY DRIVE AND BEATY STREET, 8.5 FEET EAST
 CS1966'OF THE EAST CURB OF HANDLEY DRIVE AND 26 FEET NORTH OF THE NORTH CURB
 CS1966'OF BEATY STREET, IN A LAWN, 18.8 FEET SOUTH OF THE SOUTH EDGE OF THE
 CS1966'CONCRETE DRIVE TO THE GARAGE.  A STANDARD DISK STAMPED U 944 1946
 CS1966'627.256 IN A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 CS1966'LAWN.
 CS1966
 CS1966                          STATION RECOVERY (1989)
 CS1966
 CS1966'RECOVERY NOTE BY US POWER SQUADRON 1989 (TFS)
 CS1966'MARK NOT FOUND.
 CS1966
 CS1966                          STATION RECOVERY (1996)
 CS1966
 CS1966'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1912 ***********************************************************************
 CS1912  DESIGNATION -  U 945
 CS1912  PID         -  CS1912
 CS1912  STATE/COUNTY-  TX/TARRANT
 CS1912  USGS QUAD   -  GRAPEVINE (1981)
 CS1912
 CS1912                         *CURRENT SURVEY CONTROL
 CS1912  ___________________________________________________________________
 CS1912* NAD 83(1986)-  32 57 59.     (N)    097 02 05.     (W)     SCALED    
 CS1912* NAVD 88     -       162.517  (meters)     533.19   (feet)  ADJUSTED  
 CS1912  ___________________________________________________________________
 CS1912  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS1912  DYNAMIC HT  -         162.331 (meters)     532.58  (feet)  COMP
 CS1912  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CS1912
 CS1912  VERT ORDER  -  SECOND    CLASS 0
 CS1912
 CS1912.The horizontal coordinates were scaled from a topographic map and have
 CS1912.an estimated accuracy of +/- 6 seconds.
 CS1912
 CS1912.The orthometric height was determined by differential leveling
 CS1912.and adjusted by the National Geodetic Survey in June 1991..
 CS1912
 CS1912.The geoid height was determined by GEOID03.
 CS1912
 CS1912.The dynamic height is computed by dividing the NAVD 88
 CS1912.geopotential number by the normal gravity value computed on the
 CS1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1912.degrees latitude (g = 980.6199 gals.).
 CS1912
 CS1912.The modeled gravity was interpolated from observed gravity values.
 CS1912
 CS1912;                    North         East    Units  Estimated Accuracy
 CS1912;SPC TXNC     - 2,145,080.      736,970.      MT  (+/- 180 meters Scaled)
 CS1912
 CS1912                          SUPERSEDED SURVEY CONTROL
 CS1912
 CS1912  NGVD 29 (??/??/92)  162.501  (m)          533.14   (f) ADJ UNCH    2 0
 CS1912
 CS1912.Superseded values are not recommended for survey control.
 CS1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1912.See file dsdata.txt to determine how the superseded data were derived.
 CS1912
 CS1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB836492(NAD 83)
 CS1912_MARKER: DB = BENCH MARK DISK
 CS1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1912_STAMPING: U 945 1946
 CS1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1912+STABILITY: SURFACE MOTION
 CS1912
 CS1912  HISTORY     - Date     Condition        Report By
 CS1912  HISTORY     - 1946     MONUMENTED       CGS
 CS1912  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1912
 CS1912                          STATION DESCRIPTION
 CS1912
 CS1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1912'3.5 MI NE FROM GRAPEVINE.
 CS1912'3.5 MILES NORTHEAST OF GRAPEVINE, TARRANT COUNTY.  THIS BENCH MARK MAY
 CS1912'BE REACHED FROM THE FIRST NATIONAL BANK BY GOING 0.2 MILE NORTH ALONG
 CS1912'MAIN STREET, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 114, AND THENCE
 CS1912'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 121.  IT IS 0.3 MILE SOUTHWEST
 CS1912'OF THE TARRANT-DALLAS COUNTY LINE, 75 FEET EAST OF THE CENTERLINE OF
 CS1912'THE HIGHWAY, 4 FEET WEST OF A 12-INCH HACKBERRY TREE, 1 FOOT NORTH OF
 CS1912'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY. A STANDARD
 CS1912'DISK, STAMPED U 945 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS1912'PROJECTING 3 INCHES ABOVE GROUND.
 CS1912
 CS1912                          STATION RECOVERY (1990)
 CS1912
 CS1912'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 CS1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0712 ***********************************************************************
 DN0712  DESIGNATION -  U 946
 DN0712  PID         -  DN0712
 DN0712  STATE/COUNTY-  TX/DENTON
 DN0712  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0712
 DN0712                         *CURRENT SURVEY CONTROL
 DN0712  ___________________________________________________________________
 DN0712* NAD 83(1986)-  33 06 44.     (N)    097 06 11.     (W)     SCALED    
 DN0712* NAVD 88     -       193.797  (meters)     635.82   (feet)  ADJUSTED  
 DN0712  ___________________________________________________________________
 DN0712  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DN0712  DYNAMIC HT  -         193.575 (meters)     635.09  (feet)  COMP
 DN0712  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 DN0712
 DN0712  VERT ORDER  -  SECOND    CLASS 0
 DN0712
 DN0712.The horizontal coordinates were scaled from a topographic map and have
 DN0712.an estimated accuracy of +/- 6 seconds.
 DN0712
 DN0712.The orthometric height was determined by differential leveling
 DN0712.and adjusted by the National Geodetic Survey in June 1991..
 DN0712
 DN0712.The geoid height was determined by GEOID03.
 DN0712
 DN0712.The dynamic height is computed by dividing the NAVD 88
 DN0712.geopotential number by the normal gravity value computed on the
 DN0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0712.degrees latitude (g = 980.6199 gals.).
 DN0712
 DN0712.The modeled gravity was interpolated from observed gravity values.
 DN0712
 DN0712;                    North         East    Units  Estimated Accuracy
 DN0712;SPC TXNC     - 2,161,160.      730,360.      MT  (+/- 180 meters Scaled)
 DN0712
 DN0712                          SUPERSEDED SURVEY CONTROL
 DN0712
 DN0712  NGVD 29 (??/??/92)  193.781  (m)          635.76   (f) ADJ UNCH    2 0
 DN0712
 DN0712.Superseded values are not recommended for survey control.
 DN0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0712.See file dsdata.txt to determine how the superseded data were derived.
 DN0712
 DN0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB769653(NAD 83)
 DN0712_MARKER: DB = BENCH MARK DISK
 DN0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0712_STAMPING: U 946 1946
 DN0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0712+STABILITY: SURFACE MOTION
 DN0712
 DN0712  HISTORY     - Date     Condition        Report By
 DN0712  HISTORY     - 1946     MONUMENTED       CGS
 DN0712  HISTORY     - 1959     GOOD             NGS
 DN0712  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0712  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0712
 DN0712                          STATION DESCRIPTION
 DN0712
 DN0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0712'5.2 MI E FROM ARGYLE.
 DN0712'5.2 MILES EAST OF ARGYLE, ABOUT 100 YARDS SOUTH OF THE GRADED ROAD AND
 DN0712'ALONG THE SOUTH SIDE OF THE OLD GRADED ROAD WHICH HAS BEEN ABANDONED
 DN0712'AND IN A BRUSHY PASTURE AREA.  IT IS ABOUT 0.2 MILE SOUTHEAST OF THE
 DN0712'JUNCTION OF ORCHID HILL ROAD AND COPPER CANYON ROAD AND 0.1 MILE EAST
 DN0712'OF THE RAILROAD, 14 YARDS SOUTH OF THE CENTERLINE OF THE OLD GRADED
 DN0712'ROAD, 4 FEET SOUTH OF THE SOUTH FENCE LINE, 20 YARDS EAST OF A BRACED
 DN0712'TIE-POST IN THE WOVENWIRE FENCE AND 47 YARDS WEST OF THE CENTER OF A T
 DN0712'ROAD JUNCTION.  THE LEG OF THE T LEADS NORTH ACROSS THE PRESENT MAIN
 DN0712'ROAD AND TO A LARGE FARM HOUSE ABOUT 0.3 MILE NORTHEAST. A STANDARD
 DN0712'DISK STAMPED U 946 1946 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 DN0712'TO REACH FROM ARGYLE-- GO EAST ON THE MAIN ROAD FROM THE JUNCTION WITH
 DN0712'THE HIGHWAY 4.5 MILES TO THE RAILROAD AND THE ROAD BEARS TO THE RIGHT.
 DN0712'BEAR RIGHT ABOUT 0.5 MILE TO THE FORK AND TAKE THE LEFT FORK EAST
 DN0712'ACROSS THE RAILROAD, 0.2 MILE TO THE DIRT ROAD TO THE RIGHT. THEN GO
 DN0712'RIGHT OR SOUTH 100 YARDS TO THE OLD EAST-WEST ROAD AND THE MARK AS
 DN0712'DESCRIBED.
 DN0712
 DN0712                          STATION RECOVERY (1995)
 DN0712
 DN0712'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0712'MARK NOT FOUND.
 DN0712
 DN0712                          STATION RECOVERY (2005)
 DN0712
 DN0712'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0727 ***********************************************************************
 DN0727  DESIGNATION -  U 947
 DN0727  PID         -  DN0727
 DN0727  STATE/COUNTY-  TX/DENTON
 DN0727  USGS QUAD   -  ARGYLE (1973)
 DN0727
 DN0727                         *CURRENT SURVEY CONTROL
 DN0727  ___________________________________________________________________
 DN0727* NAD 83(1986)-  33 03 18.     (N)    097 08 46.     (W)     SCALED    
 DN0727* NAVD 88     -       203.369  (meters)     667.22   (feet)  ADJUSTED  
 DN0727  ___________________________________________________________________
 DN0727  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DN0727  DYNAMIC HT  -         203.134 (meters)     666.45  (feet)  COMP
 DN0727  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 DN0727
 DN0727  VERT ORDER  -  SECOND    CLASS 0
 DN0727
 DN0727.The horizontal coordinates were scaled from a topographic map and have
 DN0727.an estimated accuracy of +/- 6 seconds.
 DN0727
 DN0727.The orthometric height was determined by differential leveling
 DN0727.and adjusted by the National Geodetic Survey in June 1991..
 DN0727
 DN0727.The geoid height was determined by GEOID03.
 DN0727
 DN0727.The dynamic height is computed by dividing the NAVD 88
 DN0727.geopotential number by the normal gravity value computed on the
 DN0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0727.degrees latitude (g = 980.6199 gals.).
 DN0727
 DN0727.The modeled gravity was interpolated from observed gravity values.
 DN0727
 DN0727;                    North         East    Units  Estimated Accuracy
 DN0727;SPC TXNC     - 2,154,770.      726,430.      MT  (+/- 180 meters Scaled)
 DN0727
 DN0727                          SUPERSEDED SURVEY CONTROL
 DN0727
 DN0727  NGVD 29 (??/??/92)  203.351  (m)          667.16   (f) ADJ UNCH    2 0
 DN0727
 DN0727.Superseded values are not recommended for survey control.
 DN0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0727.See file dsdata.txt to determine how the superseded data were derived.
 DN0727
 DN0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB730589(NAD 83)
 DN0727_MARKER: DB = BENCH MARK DISK
 DN0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0727_STAMPING: U 947 1946
 DN0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0727+STABILITY: SURFACE MOTION
 DN0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0727+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0727
 DN0727  HISTORY     - Date     Condition        Report By
 DN0727  HISTORY     - 1946     MONUMENTED       CGS
 DN0727  HISTORY     - 1960     GOOD             NGS
 DN0727  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0727  HISTORY     - 20051031 GOOD             BOHAN
 DN0727
 DN0727                          STATION DESCRIPTION
 DN0727
 DN0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0727'8.4 MI SE FROM ARGYLE.
 DN0727'TO REACH FROM ARGYLE.  GO EAST ON A BLACK-TOP ROAD FROM THE OLD BANK
 DN0727'BUILDING, 03.3 MILES, TO A CROSS-ROAD.  THEN TURN RIGHT AND GO SOUTH
 DN0727'04.1 MILES TO THE DOUBLE OAK SCHOOL WHICH IS 1 MILE SOUTH OF
 DN0727'BARTONVILLE.  THEN TAKE THE RIGHT FORK PASSING AROUND SOUTH OF THE
 DN0727'SCHOOL AND GO SOUTH WEST 01.0 MILE TO A T ROAD JUNCTION AND THE MARK.
 DN0727'IT IS IN A DENSELY BRUSHED FENCE ROW, 1 FOOT EAST OF THE WEST FENCE
 DN0727'LINE, 21 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 14 NORTH
 DN0727'OF THE EXTENDED CENTERLINE OF THE ROAD TO THE EAST.  A STANDARD DISK
 DN0727'STAMPED U 947 1946 IN A CONCRETE POST WHICH IS ABOUT FLUSH WITH THE
 DN0727'SURFACE OF THE GROUND.
 DN0727
 DN0727                          STATION RECOVERY (1995)
 DN0727
 DN0727'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0727'MARK NOT FOUND.
 DN0727
 DN0727                          STATION RECOVERY (2005)
 DN0727
 DN0727'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0319 ***********************************************************************
 DN0319  DESIGNATION -  U 948
 DN0319  PID         -  DN0319
 DN0319  STATE/COUNTY-  TX/DENTON
 DN0319  USGS QUAD   -  LITTLE ELM (1968)
 DN0319
 DN0319                         *CURRENT SURVEY CONTROL
 DN0319  ___________________________________________________________________
 DN0319* NAD 83(1986)-  33 13 50.     (N)    096 53 16.     (W)     SCALED    
 DN0319* NAVD 88     -       166.831  (meters)     547.34   (feet)  ADJUSTED  
 DN0319  ___________________________________________________________________
 DN0319  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DN0319  DYNAMIC HT  -         166.648 (meters)     546.74  (feet)  COMP
 DN0319  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 DN0319
 DN0319  VERT ORDER  -  SECOND    CLASS 0
 DN0319
 DN0319.The horizontal coordinates were scaled from a topographic map and have
 DN0319.an estimated accuracy of +/- 6 seconds.
 DN0319
 DN0319.The orthometric height was determined by differential leveling
 DN0319.and adjusted by the National Geodetic Survey in June 1991..
 DN0319
 DN0319.The geoid height was determined by GEOID03.
 DN0319
 DN0319.The dynamic height is computed by dividing the NAVD 88
 DN0319.geopotential number by the normal gravity value computed on the
 DN0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0319.degrees latitude (g = 980.6199 gals.).
 DN0319
 DN0319.The modeled gravity was interpolated from observed gravity values.
 DN0319
 DN0319;                    North         East    Units  Estimated Accuracy
 DN0319;SPC TXNC     - 2,174,570.      750,250.      MT  (+/- 180 meters Scaled)
 DN0319
 DN0319                          SUPERSEDED SURVEY CONTROL
 DN0319
 DN0319  NGVD 29 (??/??/92)  166.843  (m)          547.38   (f) ADJ UNCH    2 0
 DN0319
 DN0319.Superseded values are not recommended for survey control.
 DN0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0319.See file dsdata.txt to determine how the superseded data were derived.
 DN0319
 DN0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB968788(NAD 83)
 DN0319_MARKER: DB = BENCH MARK DISK
 DN0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0319_STAMPING: U 948 1946
 DN0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0319+STABILITY: SURFACE MOTION
 DN0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0319+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0319
 DN0319  HISTORY     - Date     Condition        Report By
 DN0319  HISTORY     - 1946     MONUMENTED       CGS
 DN0319  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0319  HISTORY     - 19980214 GOOD             USPSQD
 DN0319  HISTORY     - 20051031 GOOD             BOHAN
 DN0319
 DN0319                          STATION DESCRIPTION
 DN0319
 DN0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0319'5.0 MI W FROM PROSPER.
 DN0319'ABOUT 0.2 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0319'RAILROAD FROM THE STATION AT PROSPER, THENCE WEST 4.8 MILES ALONG A
 DN0319'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT THE SOUTHEAST CORNER
 DN0319'OF A PASTURE, 42.5 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 DN0319'OF THE ROAD, 7.5 FEET NORTH OF A FENCE CORNER, 1.0 FOOT EAST OF A
 DN0319'FENCE AND 1.0 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK
 DN0319'STAMPED U 948 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 DN0319'INCHES ABOVE GROUND.
 DN0319
 DN0319                          STATION RECOVERY (1995)
 DN0319
 DN0319'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0319'MARK NOT FOUND.
 DN0319
 DN0319                          STATION RECOVERY (1998)
 DN0319
 DN0319'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0319'RECOVERED IN GOOD CONDITION.
 DN0319
 DN0319                          STATION RECOVERY (2005)
 DN0319
 DN0319'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0693 ***********************************************************************
 DN0693  DESIGNATION -  U 949
 DN0693  PID         -  DN0693
 DN0693  STATE/COUNTY-  TX/DENTON
 DN0693  USGS QUAD   -  DENTON WEST (1960)
 DN0693
 DN0693                         *CURRENT SURVEY CONTROL
 DN0693  ___________________________________________________________________
 DN0693* NAD 83(1986)-  33 09 33.     (N)    097 09 42.     (W)     SCALED    
 DN0693* NAVD 88     -       184.743  (meters)     606.11   (feet)  ADJUSTED  
 DN0693  ___________________________________________________________________
 DN0693  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DN0693  DYNAMIC HT  -         184.532 (meters)     605.42  (feet)  COMP
 DN0693  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 DN0693
 DN0693  VERT ORDER  -  SECOND    CLASS 0
 DN0693
 DN0693.The horizontal coordinates were scaled from a topographic map and have
 DN0693.an estimated accuracy of +/- 6 seconds.
 DN0693
 DN0693.The orthometric height was determined by differential leveling
 DN0693.and adjusted by the National Geodetic Survey in June 1991..
 DN0693
 DN0693.The geoid height was determined by GEOID03.
 DN0693
 DN0693.The dynamic height is computed by dividing the NAVD 88
 DN0693.geopotential number by the normal gravity value computed on the
 DN0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0693.degrees latitude (g = 980.6199 gals.).
 DN0693
 DN0693.The modeled gravity was interpolated from observed gravity values.
 DN0693
 DN0693;                    North         East    Units  Estimated Accuracy
 DN0693;SPC TXNC     - 2,166,300.      724,830.      MT  (+/- 180 meters Scaled)
 DN0693
 DN0693                          SUPERSEDED SURVEY CONTROL
 DN0693
 DN0693  NGVD 29 (??/??/92)  184.722  (m)          606.04   (f) ADJ UNCH    2 0
 DN0693
 DN0693.Superseded values are not recommended for survey control.
 DN0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0693.See file dsdata.txt to determine how the superseded data were derived.
 DN0693
 DN0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB714704(NAD 83)
 DN0693_MARKER: DB = BENCH MARK DISK
 DN0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0693_STAMPING: U 949 1946
 DN0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0693+STABILITY: SURFACE MOTION
 DN0693
 DN0693  HISTORY     - Date     Condition        Report By
 DN0693  HISTORY     - 1946     MONUMENTED       CGS
 DN0693  HISTORY     - 1960     GOOD             NGS
 DN0693  HISTORY     - 1980     MARK NOT FOUND   NGS
 DN0693  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0693  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0693  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0693
 DN0693                          STATION DESCRIPTION
 DN0693
 DN0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0693'2.9 MI N FROM ARGYLE.
 DN0693'2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 377 FROM THE TEXAS AND PACIFIC
 DN0693'RAILWAY STATION AT ARGYLE, DENTON COUNTY, BETWEEN THE HIGHWAY AND THE
 DN0693'RAILROAD, 76.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 51 FEET
 DN0693'EAST OF THE CENTERLINE OF THE TRACK, 8.5 FEET SOUTH OF A TELEPHONE
 DN0693'POLE, IN LINE WITH THE FIRST ROW OF POLES WEST OF THE HIGHWAY, 1 FOOT
 DN0693'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 DN0693'STANDARD DISK, STAMPED U 949 1946 AND SET IN THE TOP OF A CONCRETE
 DN0693'POST PROJECTING 4 INCHES ABOVE GROUND.
 DN0693
 DN0693                          STATION RECOVERY (1980)
 DN0693
 DN0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0693'THE MARK WAS NOT FOUND. IT IS POSSIBLY STILL IN PLACE COVERED BY 8 TO
 DN0693'10 FEET OF THE OLD ASPHALT AND FILL DIRT TAKEN UP PRIOR TO THE
 DN0693'RESURFACING OF HIGHWAY 377.
 DN0693
 DN0693                          STATION RECOVERY (1995)
 DN0693
 DN0693'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0693'MARK NOT FOUND.
 DN0693
 DN0693                          STATION RECOVERY (1998)
 DN0693
 DN0693'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0693'MARK NOT FOUND.
 DN0693
 DN0693                          STATION RECOVERY (2005)
 DN0693
 DN0693'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0407 ***********************************************************************
 CR0407  DESIGNATION -  U 95
 CR0407  PID         -  CR0407
 CR0407  STATE/COUNTY-  TX/SMITH
 CR0407  USGS QUAD   -  TYLER SOUTH (1973)
 CR0407
 CR0407                         *CURRENT SURVEY CONTROL
 CR0407  ___________________________________________________________________
 CR0407* NAD 83(1986)-  32 15 51.     (N)    095 20 48.     (W)     SCALED    
 CR0407* NAVD 88     -       156.052  (meters)     511.98   (feet)  ADJUSTED  
 CR0407  ___________________________________________________________________
 CR0407  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR0407  DYNAMIC HT  -         155.868 (meters)     511.38  (feet)  COMP
 CR0407  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 CR0407
 CR0407  VERT ORDER  -  FIRST     CLASS II
 CR0407
 CR0407.The horizontal coordinates were scaled from a topographic map and have
 CR0407.an estimated accuracy of +/- 6 seconds.
 CR0407
 CR0407.The orthometric height was determined by differential leveling
 CR0407.and adjusted by the National Geodetic Survey in June 1991..
 CR0407
 CR0407.The geoid height was determined by GEOID03.
 CR0407
 CR0407.The dynamic height is computed by dividing the NAVD 88
 CR0407.geopotential number by the normal gravity value computed on the
 CR0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0407.degrees latitude (g = 980.6199 gals.).
 CR0407
 CR0407.The modeled gravity was interpolated from observed gravity values.
 CR0407
 CR0407;                    North         East    Units  Estimated Accuracy
 CR0407;SPC TXNC     - 2,070,720.      897,060.      MT  (+/- 180 meters Scaled)
 CR0407
 CR0407                          SUPERSEDED SURVEY CONTROL
 CR0407
 CR0407  NGVD 29 (??/??/92)  156.083  (m)          512.08   (f) ADJ UNCH    1 2
 CR0407
 CR0407.Superseded values are not recommended for survey control.
 CR0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0407.See file dsdata.txt to determine how the superseded data were derived.
 CR0407
 CR0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR789721(NAD 83)
 CR0407_MARKER: DB = BENCH MARK DISK
 CR0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0407_STAMPING: U 95 1933 511.849
 CR0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0407+STABILITY: SURFACE MOTION
 CR0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0407+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0407
 CR0407  HISTORY     - Date     Condition        Report By
 CR0407  HISTORY     - 1933     MONUMENTED       CGS
 CR0407  HISTORY     - 1959     GOOD             NGS
 CR0407  HISTORY     - 19960420 GOOD             USPSQD
 CR0407  HISTORY     - 20050712 GOOD             USPSQD
 CR0407
 CR0407                          STATION DESCRIPTION
 CR0407
 CR0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0407'8.0 MI S FROM TYLER.
 CR0407'ABOUT 1.9 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0407'FROM THE STATION AT TYLER, THENCE ABOUT 6.1 MILES SOUTH ALONG A BRANCH
 CR0407'LINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY, OR ABOUT 9.25 MILES
 CR0407'NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE POST
 CR0407'OFFICE AT BULLARD, 81 1/2 FEET NORTH AND ACROSS THE TRACK FROM
 CR0407'MILEPOST 554, 34 FEET NORTHWEST OF THE NORTHWEST RAIL, 5 1/2 POLES
 CR0407'SOUTHEAST OF A ROAD CROSSING, 31 FEET NORTHEAST OF THE TELEPHONE POLE,
 CR0407'26 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 1.0 FOOT SOUTH OF
 CR0407'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, ABOUT 3 FEET ABOVE
 CR0407'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CR0407'INCHES.
 CR0407
 CR0407                          STATION RECOVERY (1996)
 CR0407
 CR0407'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0407'RECOVERED IN GOOD CONDITION.
 CR0407
 CR0407                          STATION RECOVERY (2005)
 CR0407
 CR0407'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0407'GO TO N32 15 50.8  W095 20 49.1.
 CR0407' 
 CR0407' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0958 ***********************************************************************
 CS0958  DESIGNATION -  U 950 RESET 1955
 CS0958  PID         -  CS0958
 CS0958  STATE/COUNTY-  TX/NAVARRO
 CS0958  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0958
 CS0958                         *CURRENT SURVEY CONTROL
 CS0958  ___________________________________________________________________
 CS0958* NAD 83(1986)-  32 02 10.     (N)    096 39 57.     (W)     SCALED    
 CS0958* NAVD 88     -       150.71   (+/-2cm)     494.5    (feet)  VERTCON   
 CS0958  ___________________________________________________________________
 CS0958  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CS0958
 CS0958  VERT ORDER  -  THIRD (See Below)
 CS0958
 CS0958.The horizontal coordinates were scaled from a topographic map and have
 CS0958.an estimated accuracy of +/- 6 seconds.
 CS0958
 CS0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0958.The vertical order pertains to the NGVD 29 superseded value.
 CS0958
 CS0958.The geoid height was determined by GEOID03.
 CS0958
 CS0958;                    North         East    Units  Estimated Accuracy
 CS0958;SPC TXNC     - 2,042,480.      773,240.      MT  (+/- 180 meters Scaled)
 CS0958
 CS0958                          SUPERSEDED SURVEY CONTROL
 CS0958
 CS0958  NGVD 29 (01/29/03)  150.69   (m)          494.4    (f) RESET       3  
 CS0958
 CS0958.Superseded values are not recommended for survey control.
 CS0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0958.See file dsdata.txt to determine how the superseded data were derived.
 CS0958
 CS0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA204468(NAD 83)
 CS0958_MARKER: DB = BENCH MARK DISK
 CS0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0958_STAMPING: U 950 RESET 1955
 CS0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0958+STABILITY: SURFACE MOTION
 CS0958
 CS0958  HISTORY     - Date     Condition        Report By
 CS0958  HISTORY     - 1955     MONUMENTED       TXHD
 CS0958
 CS0958                          STATION DESCRIPTION
 CS0958
 CS0958'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 CS0958'0.95 MI E FROM DRESDEN.
 CS0958'0.95 MILE EAST ALONG FARM-TO-MARKET HIGHWAY 918 FROM THE INTERSECTION
 CS0958'OF FARM-TO-MARKET HIGHWAY 55 AT DRESDEN, NAVARRO COUNTY, 0.1 MILE EAST
 CS0958'OF A CURVE, 45.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 1
 CS0958'FOOT WEST OF A 6-INCH WOODEN-POST RIGHT-OF-WAY MARKER.  A STANDARD
 CS0958'DISK, STAMPED U 950 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 CS0958'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0854 ***********************************************************************
 CS0854  DESIGNATION -  U 951
 CS0854  PID         -  CS0854
 CS0854  STATE/COUNTY-  TX/NAVARRO
 CS0854  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0854
 CS0854                         *CURRENT SURVEY CONTROL
 CS0854  ___________________________________________________________________
 CS0854* NAD 83(1986)-  32 02 41.     (N)    096 41 09.     (W)     SCALED    
 CS0854* NAVD 88     -       158.167  (meters)     518.92   (feet)  ADJUSTED  
 CS0854  ___________________________________________________________________
 CS0854  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS0854  DYNAMIC HT  -         157.982 (meters)     518.31  (feet)  COMP
 CS0854  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 CS0854
 CS0854  VERT ORDER  -  SECOND    CLASS 0
 CS0854
 CS0854.The horizontal coordinates were scaled from a topographic map and have
 CS0854.an estimated accuracy of +/- 6 seconds.
 CS0854
 CS0854.The orthometric height was determined by differential leveling
 CS0854.and adjusted by the National Geodetic Survey in June 1991..
 CS0854
 CS0854.The geoid height was determined by GEOID03.
 CS0854
 CS0854.The dynamic height is computed by dividing the NAVD 88
 CS0854.geopotential number by the normal gravity value computed on the
 CS0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0854.degrees latitude (g = 980.6199 gals.).
 CS0854
 CS0854.The modeled gravity was interpolated from observed gravity values.
 CS0854
 CS0854;                    North         East    Units  Estimated Accuracy
 CS0854;SPC TXNC     - 2,043,400.      771,340.      MT  (+/- 180 meters Scaled)
 CS0854
 CS0854                          SUPERSEDED SURVEY CONTROL
 CS0854
 CS0854  NGVD 29 (??/??/92)  158.151  (m)          518.87   (f) ADJ UNCH    2 0
 CS0854
 CS0854.Superseded values are not recommended for survey control.
 CS0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0854.See file dsdata.txt to determine how the superseded data were derived.
 CS0854
 CS0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA185477(NAD 83)
 CS0854_MARKER: DB = BENCH MARK DISK
 CS0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0854_STAMPING: U 951 1946
 CS0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0854+STABILITY: SURFACE MOTION
 CS0854
 CS0854  HISTORY     - Date     Condition        Report By
 CS0854  HISTORY     - 1946     MONUMENTED       CGS
 CS0854  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0854
 CS0854                          STATION DESCRIPTION
 CS0854
 CS0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0854'1.0 MI N FROM DRESDEN.
 CS0854'TO REACH FROM THE HOLLINGSWORTH GROCERY STORE AT DRESDEN GO NORTH 1.0
 CS0854'MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 75
 CS0854'YARDS NORTHEAST OF A FARMHOUSE, 32.0 FEET EAST OF AND ABOUT 2.0 FEET
 CS0854'HIGHER THAN THE CENTER LINE OF THE ROAD, 59.0 FEET EAST-NORTHEAST OF A
 CS0854'REA TRANSFORMER POLE, 6.0 FEET EAST OF A NORTH-SOUTH FENCE LINE, 1.0
 CS0854'FOOT NORTH OF AN EAST-WEST FENCE AND 1.0 FOOT WEST OF A 4 IN. X 4 IN.
 CS0854'MARKER POST.  A BRONZE DISK STAMPED U 951 1946 SET IN THE TOP OF A
 CS0854'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
 CS0854
 CS0854                          STATION RECOVERY (2002)
 CS0854
 CS0854'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDR)
 CS0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0878 ***********************************************************************
 CS0878  DESIGNATION -  U 952
 CS0878  PID         -  CS0878
 CS0878  STATE/COUNTY-  TX/ELLIS
 CS0878  USGS QUAD   -  ENNIS EAST (1978)
 CS0878
 CS0878                         *CURRENT SURVEY CONTROL
 CS0878  ___________________________________________________________________
 CS0878* NAD 83(1986)-  32 15 28.     (N)    096 36 37.     (W)     SCALED    
 CS0878* NAVD 88     -       141.482  (meters)     464.18   (feet)  ADJUSTED  
 CS0878  ___________________________________________________________________
 CS0878  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CS0878  DYNAMIC HT  -         141.318 (meters)     463.64  (feet)  COMP
 CS0878  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 CS0878
 CS0878  VERT ORDER  -  SECOND    CLASS 0
 CS0878
 CS0878.The horizontal coordinates were scaled from a topographic map and have
 CS0878.an estimated accuracy of +/- 6 seconds.
 CS0878
 CS0878.The orthometric height was determined by differential leveling
 CS0878.and adjusted by the National Geodetic Survey in June 1991..
 CS0878
 CS0878.The geoid height was determined by GEOID03.
 CS0878
 CS0878.The dynamic height is computed by dividing the NAVD 88
 CS0878.geopotential number by the normal gravity value computed on the
 CS0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0878.degrees latitude (g = 980.6199 gals.).
 CS0878
 CS0878.The modeled gravity was interpolated from observed gravity values.
 CS0878
 CS0878;                    North         East    Units  Estimated Accuracy
 CS0878;SPC TXNC     - 2,067,150.      778,050.      MT  (+/- 180 meters Scaled)
 CS0878
 CS0878                          SUPERSEDED SURVEY CONTROL
 CS0878
 CS0878  NGVD 29 (??/??/92)  141.478  (m)          464.17   (f) ADJ UNCH    2 0
 CS0878
 CS0878.Superseded values are not recommended for survey control.
 CS0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0878.See file dsdata.txt to determine how the superseded data were derived.
 CS0878
 CS0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA251715(NAD 83)
 CS0878_MARKER: DB = BENCH MARK DISK
 CS0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0878_STAMPING: U 952 1946
 CS0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0878+STABILITY: SURFACE MOTION
 CS0878
 CS0878  HISTORY     - Date     Condition        Report By
 CS0878  HISTORY     - 1946     MONUMENTED       CGS
 CS0878
 CS0878                          STATION DESCRIPTION
 CS0878
 CS0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0878'5.7 MI S FROM ENNIS.
 CS0878'TO REACH FROM THE CITY HALL AT ENNIS GO WEST 0.3 MILE ALONG BROWN
 CS0878'STREET, THENCE SOUTHWESTERLY 1.5 MILES ALONG STATE HIGHWAY NO. 34,
 CS0878'THENCE SOUTHERLY 3.9 MILES ALONG AN ASPHALT ROAD TO SITE OF MARK,
 CS0878'BENCH MARK IS 29.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT LOWER THAN THE
 CS0878'CENTER LINE OF THE ROAD, 3.0 FEET NORTHWEST OF A REA TRANSFORMER POLE
 CS0878'AND 1.0 FOOT SOUTHEAST OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK
 CS0878'STAMPED U 952 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 CS0878'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0817 ***********************************************************************
 CS0817  DESIGNATION -  U 954
 CS0817  PID         -  CS0817
 CS0817  STATE/COUNTY-  TX/NAVARRO
 CS0817  USGS QUAD   -  EMHOUSE (1978)
 CS0817
 CS0817                         *CURRENT SURVEY CONTROL
 CS0817  ___________________________________________________________________
 CS0817* NAD 83(1986)-  32 08 53.     (N)    096 32 01.     (W)     SCALED    
 CS0817* NAVD 88     -       124.345  (meters)     407.96   (feet)  ADJUSTED  
 CS0817  ___________________________________________________________________
 CS0817  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CS0817  DYNAMIC HT  -         124.201 (meters)     407.48  (feet)  COMP
 CS0817  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 CS0817
 CS0817  VERT ORDER  -  SECOND    CLASS 0
 CS0817
 CS0817.The horizontal coordinates were scaled from a topographic map and have
 CS0817.an estimated accuracy of +/- 6 seconds.
 CS0817
 CS0817.The orthometric height was determined by differential leveling
 CS0817.and adjusted by the National Geodetic Survey in June 1991..
 CS0817
 CS0817.The geoid height was determined by GEOID03.
 CS0817
 CS0817.The dynamic height is computed by dividing the NAVD 88
 CS0817.geopotential number by the normal gravity value computed on the
 CS0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0817.degrees latitude (g = 980.6199 gals.).
 CS0817
 CS0817.The modeled gravity was interpolated from observed gravity values.
 CS0817
 CS0817;                    North         East    Units  Estimated Accuracy
 CS0817;SPC TXNC     - 2,055,120.      785,500.      MT  (+/- 180 meters Scaled)
 CS0817
 CS0817                          SUPERSEDED SURVEY CONTROL
 CS0817
 CS0817  NGVD 29 (??/??/92)  124.342  (m)          407.95   (f) ADJ UNCH    2 0
 CS0817
 CS0817.Superseded values are not recommended for survey control.
 CS0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0817.See file dsdata.txt to determine how the superseded data were derived.
 CS0817
 CS0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA326595(NAD 83)
 CS0817_MARKER: DB = BENCH MARK DISK
 CS0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0817_STAMPING: U 954 1946
 CS0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0817+STABILITY: SURFACE MOTION
 CS0817
 CS0817  HISTORY     - Date     Condition        Report By
 CS0817  HISTORY     - 1946     MONUMENTED       CGS
 CS0817
 CS0817                          STATION DESCRIPTION
 CS0817
 CS0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0817'2.8 MI SE FROM EMHOUSE.
 CS0817'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0817'EMHOUSE GO SOUTHEASTERLY 2.8 MILES ALONG A PAVED ROAD TO SITE OF MARK,
 CS0817'BENCH MARK IS ABOUT 75.0 YARDS NORTHWEST OF A FARMHOUSE, 42.0 FEET
 CS0817'SOUTHWEST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 CS0817'ROAD, 6.0 FEET NORTHWEST OF A REA TRANSFORMER POLE, 1.0 FOOT SOUTHWEST
 CS0817'OF A FENCE AND 1.0 FOOT SOUTHEAST OF A 4 X 4 IN. MARKER POST. A BRONZE
 CS0817'DISK STAMPED U 954 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 CS0817'PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0832 ***********************************************************************
 CS0832  DESIGNATION -  U 955
 CS0832  PID         -  CS0832
 CS0832  STATE/COUNTY-  TX/ELLIS
 CS0832  USGS QUAD   -  ENNIS WEST (1978)
 CS0832
 CS0832                         *CURRENT SURVEY CONTROL
 CS0832  ___________________________________________________________________
 CS0832* NAD 83(1986)-  32 16 35.     (N)    096 42 22.     (W)     SCALED    
 CS0832* NAVD 88     -       144.353  (meters)     473.60   (feet)  ADJUSTED  
 CS0832  ___________________________________________________________________
 CS0832  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CS0832  DYNAMIC HT  -         144.184 (meters)     473.04  (feet)  COMP
 CS0832  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 CS0832
 CS0832  VERT ORDER  -  SECOND    CLASS 0
 CS0832
 CS0832.The horizontal coordinates were scaled from a topographic map and have
 CS0832.an estimated accuracy of +/- 6 seconds.
 CS0832
 CS0832.The orthometric height was determined by differential leveling
 CS0832.and adjusted by the National Geodetic Survey in June 1991..
 CS0832
 CS0832.The geoid height was determined by GEOID03.
 CS0832
 CS0832.The dynamic height is computed by dividing the NAVD 88
 CS0832.geopotential number by the normal gravity value computed on the
 CS0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0832.degrees latitude (g = 980.6199 gals.).
 CS0832
 CS0832.The modeled gravity was interpolated from observed gravity values.
 CS0832
 CS0832;                    North         East    Units  Estimated Accuracy
 CS0832;SPC TXNC     - 2,069,060.      768,990.      MT  (+/- 180 meters Scaled)
 CS0832
 CS0832                          SUPERSEDED SURVEY CONTROL
 CS0832
 CS0832  NGVD 29 (??/??/92)  144.346  (m)          473.58   (f) ADJ UNCH    2 0
 CS0832
 CS0832.Superseded values are not recommended for survey control.
 CS0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0832.See file dsdata.txt to determine how the superseded data were derived.
 CS0832
 CS0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA160733(NAD 83)
 CS0832_MARKER: DB = BENCH MARK DISK
 CS0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0832_STAMPING: U 955 1946
 CS0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0832+STABILITY: SURFACE MOTION
 CS0832
 CS0832  HISTORY     - Date     Condition        Report By
 CS0832  HISTORY     - 1946     MONUMENTED       CGS
 CS0832  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0832  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0832
 CS0832                          STATION DESCRIPTION
 CS0832
 CS0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0832'0.9 MI NW FROM BARDWELL.
 CS0832'ABOUT 0.9 MILE NORTHWEST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0832'FROM THE STATION AT BARDWELL, AT A PRIVATE CROSSING ABOUT 0.1 MILE
 CS0832'NORTHWEST OF CULVERT NO. 259.46, 37.5 FEET SOUTHWEST OF AND ABOUT 3.0
 CS0832'FEET LOWER THAN THE CENTER LINE OF THE TRACK, 84.0 FEET SOUTHEAST OF
 CS0832'THE CENTER LINE OF THE ROAD AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER
 CS0832'POST.  A BRONZE DISK STAMPED U 955 1946 SET IN THE TOP OF A CONCRETE
 CS0832'POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 CS0832
 CS0832                          STATION RECOVERY (1962)
 CS0832
 CS0832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0832'MARK NOT FOUND.
 CS0832
 CS0832                          STATION RECOVERY (2002)
 CS0832
 CS0832'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1508 ***********************************************************************
 CS1508  DESIGNATION -  U 957
 CS1508  PID         -  CS1508
 CS1508  STATE/COUNTY-  TX/ELLIS
 CS1508  USGS QUAD   -  FERRIS (1968)
 CS1508
 CS1508                         *CURRENT SURVEY CONTROL
 CS1508  ___________________________________________________________________
 CS1508* NAD 83(1986)-  32 30 21.     (N)    096 41 59.     (W)     SCALED    
 CS1508* NAVD 88     -       148.537  (meters)     487.33   (feet)  ADJUSTED  
 CS1508  ___________________________________________________________________
 CS1508  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CS1508  DYNAMIC HT  -         148.365 (meters)     486.76  (feet)  COMP
 CS1508  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 CS1508
 CS1508  VERT ORDER  -  SECOND    CLASS 0
 CS1508
 CS1508.The horizontal coordinates were scaled from a topographic map and have
 CS1508.an estimated accuracy of +/- 6 seconds.
 CS1508
 CS1508.The orthometric height was determined by differential leveling
 CS1508.and adjusted by the National Geodetic Survey in June 1991..
 CS1508
 CS1508.The geoid height was determined by GEOID03.
 CS1508
 CS1508.The dynamic height is computed by dividing the NAVD 88
 CS1508.geopotential number by the normal gravity value computed on the
 CS1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1508.degrees latitude (g = 980.6199 gals.).
 CS1508
 CS1508.The modeled gravity was interpolated from observed gravity values.
 CS1508
 CS1508;                    North         East    Units  Estimated Accuracy
 CS1508;SPC TXNC     - 2,094,510.      769,150.      MT  (+/- 180 meters Scaled)
 CS1508
 CS1508                          SUPERSEDED SURVEY CONTROL
 CS1508
 CS1508  NGVD 29 (??/??/92)  148.541  (m)          487.34   (f) ADJ UNCH    2 0
 CS1508
 CS1508.Superseded values are not recommended for survey control.
 CS1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1508.See file dsdata.txt to determine how the superseded data were derived.
 CS1508
 CS1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA160988(NAD 83)
 CS1508_MARKER: DB = BENCH MARK DISK
 CS1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1508_STAMPING: U 957 1946
 CS1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1508+STABILITY: SURFACE MOTION
 CS1508
 CS1508  HISTORY     - Date     Condition        Report By
 CS1508  HISTORY     - 1946     MONUMENTED       CGS
 CS1508  HISTORY     - 1959     POOR             USGS
 CS1508
 CS1508                          STATION DESCRIPTION
 CS1508
 CS1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1508'4.8 MI SW FROM FERRIS.
 CS1508'TO REACH MARK FROM THE TEXAS-NEW ORLEANS RAILROAD STATION AT FERRIS GO
 CS1508'SOUTH 2.2 MILES ALONG U.S. HIGHWAY NO. 75, THENCE NORTHWEST 0.4 MILES,
 CS1508'THENCE SOUTHWEST 0.6 MILES, THENCE NORTHWEST 0.4 MILES, THENCE
 CS1508'SOUTHWEST 0.5 MILES, THENCE NORTHWEST 0.7 MILES ALONG AN UNIMPROVED
 CS1508'ROAD TO SITE OF MARK.  BENCH MARK IS AT A ROAD JUNCTION, 103.0 FEET
 CS1508'SOUTH OF AND ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE OF THE
 CS1508'EAST-WEST ROAD, 20.0 FEET WEST OF THE NORTH-SOUTH ROAD, 15.5 FEET WEST
 CS1508'OF A FENCE CORNER, 1.0 FOOT EAST OF A 4 X 4 MARKER POST.  A BRONZE
 CS1508'DISC STAMPED U 957 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 CS1508'PROJECTS 2 INCHES.
 CS1508
 CS1508                          STATION RECOVERY (1959)
 CS1508
 CS1508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS1508'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0219 ***********************************************************************
 CS0219  DESIGNATION -  U 959
 CS0219  PID         -  CS0219
 CS0219  STATE/COUNTY-  TX/KAUFMAN
 CS0219  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0219
 CS0219                         *CURRENT SURVEY CONTROL
 CS0219  ___________________________________________________________________
 CS0219* NAD 83(1986)-  32 39 48.     (N)    096 27 13.     (W)     SCALED    
 CS0219* NAVD 88     -       132.968  (meters)     436.25   (feet)  ADJUSTED  
 CS0219  ___________________________________________________________________
 CS0219  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0219  DYNAMIC HT  -         132.820 (meters)     435.76  (feet)  COMP
 CS0219  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 CS0219
 CS0219  VERT ORDER  -  SECOND    CLASS 0
 CS0219
 CS0219.The horizontal coordinates were scaled from a topographic map and have
 CS0219.an estimated accuracy of +/- 6 seconds.
 CS0219
 CS0219.The orthometric height was determined by differential leveling
 CS0219.and adjusted by the National Geodetic Survey in June 1991..
 CS0219
 CS0219.The geoid height was determined by GEOID03.
 CS0219
 CS0219.The dynamic height is computed by dividing the NAVD 88
 CS0219.geopotential number by the normal gravity value computed on the
 CS0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0219.degrees latitude (g = 980.6199 gals.).
 CS0219
 CS0219.The modeled gravity was interpolated from observed gravity values.
 CS0219
 CS0219;                    North         East    Units  Estimated Accuracy
 CS0219;SPC TXNC     - 2,112,390.      791,930.      MT  (+/- 180 meters Scaled)
 CS0219
 CS0219                          SUPERSEDED SURVEY CONTROL
 CS0219
 CS0219  NGVD 29 (??/??/92)  132.978  (m)          436.28   (f) ADJ UNCH    2 0
 CS0219
 CS0219.Superseded values are not recommended for survey control.
 CS0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0219.See file dsdata.txt to determine how the superseded data were derived.
 CS0219
 CS0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB388168(NAD 83)
 CS0219_MARKER: DB = BENCH MARK DISK
 CS0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0219_SP_SET: CULVERT
 CS0219_STAMPING: U 959 1946
 CS0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0219
 CS0219  HISTORY     - Date     Condition        Report By
 CS0219  HISTORY     - 1946     MONUMENTED       CGS
 CS0219  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0219
 CS0219                          STATION DESCRIPTION
 CS0219
 CS0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0219'2.9 MI N FROM CRANDALL.
 CS0219'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0219'CRANDALL, GO NORTHWEST 0.9 MILE, THENCE NORTH 0.8 MILE, THENCE
 CS0219'NORTHEAST 1.2 MILES ALONG A GRAVEL ROAD TO THE SITE OF THE MARK.  THE
 CS0219'BENCH MARK IS 0.3 MILE NORTHEAST OF A CROSSROAD, 18 FEET NORTHWEST OF
 CS0219'AND 1 FOOT LOWER THAN THE CENTER LINE OF THE ROAD.  A BRONZE DISK SET
 CS0219'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 CS0219'CULVERT.
 CS0219
 CS0219                          STATION RECOVERY (1961)
 CS0219
 CS0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0247 ***********************************************************************
 CS0247  DESIGNATION -  U 960
 CS0247  PID         -  CS0247
 CS0247  STATE/COUNTY-  TX/KAUFMAN
 CS0247  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0247
 CS0247                         *CURRENT SURVEY CONTROL
 CS0247  ___________________________________________________________________
 CS0247* NAD 83(1986)-  32 37 30.     (N)    096 28 19.     (W)     SCALED    
 CS0247* NAVD 88     -       115.658  (meters)     379.45   (feet)  ADJUSTED  
 CS0247  ___________________________________________________________________
 CS0247  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0247  DYNAMIC HT  -         115.529 (meters)     379.03  (feet)  COMP
 CS0247  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 CS0247
 CS0247  VERT ORDER  -  SECOND    CLASS 0
 CS0247
 CS0247.The horizontal coordinates were scaled from a topographic map and have
 CS0247.an estimated accuracy of +/- 6 seconds.
 CS0247
 CS0247.The orthometric height was determined by differential leveling
 CS0247.and adjusted by the National Geodetic Survey in June 1991..
 CS0247
 CS0247.The geoid height was determined by GEOID03.
 CS0247
 CS0247.The dynamic height is computed by dividing the NAVD 88
 CS0247.geopotential number by the normal gravity value computed on the
 CS0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0247.degrees latitude (g = 980.6199 gals.).
 CS0247
 CS0247.The modeled gravity was interpolated from observed gravity values.
 CS0247
 CS0247;                    North         East    Units  Estimated Accuracy
 CS0247;SPC TXNC     - 2,108,110.      790,300.      MT  (+/- 180 meters Scaled)
 CS0247
 CS0247                          SUPERSEDED SURVEY CONTROL
 CS0247
 CS0247  NGVD 29 (??/??/92)  115.671  (m)          379.50   (f) ADJ UNCH    2 0
 CS0247
 CS0247.Superseded values are not recommended for survey control.
 CS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0247.See file dsdata.txt to determine how the superseded data were derived.
 CS0247
 CS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB371125(NAD 83)
 CS0247_MARKER: DB = BENCH MARK DISK
 CS0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0247_SP_SET: CULVERT
 CS0247_STAMPING: U 960 1946
 CS0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0247
 CS0247  HISTORY     - Date     Condition        Report By
 CS0247  HISTORY     - 1946     MONUMENTED       CGS
 CS0247
 CS0247                          STATION DESCRIPTION
 CS0247
 CS0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0247'0.9 MI NW FROM CRANDALL.
 CS0247'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0247'CRANDALL, GO NORTHWEST ABOUT 0.9 MILES ALONG U.S. HIGHWAY NO. 175 TO
 CS0247'THE SITE OF THE MARK.  BENCH MARK IS IN THE WEST END OF THE NORTH
 CS0247'HEADWALL OF AN 9 X 3 FEET CONCRETE CULVERT, 15 FEET NORTH OF AND LEVEL
 CS0247'WITH THE CENTER LINE OF THE ROAD.  A BRONZE DISC STAMPED U 960 1946
 CS0247'AND SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1446 ***********************************************************************
 CS1446  DESIGNATION -  U 961
 CS1446  PID         -  CS1446
 CS1446  STATE/COUNTY-  TX/DALLAS
 CS1446  USGS QUAD   -  HUTCHINS (1973)
 CS1446
 CS1446                         *CURRENT SURVEY CONTROL
 CS1446  ___________________________________________________________________
 CS1446* NAD 83(1986)-  32 43 11.     (N)    096 42 19.     (W)     SCALED    
 CS1446* NAVD 88     -       133.710  (meters)     438.68   (feet)  ADJUSTED  
 CS1446  ___________________________________________________________________
 CS1446  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CS1446  DYNAMIC HT  -         133.558 (meters)     438.18  (feet)  COMP
 CS1446  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 CS1446
 CS1446  VERT ORDER  -  SECOND    CLASS 0
 CS1446
 CS1446.The horizontal coordinates were scaled from a topographic map and have
 CS1446.an estimated accuracy of +/- 6 seconds.
 CS1446
 CS1446.The orthometric height was determined by differential leveling
 CS1446.and adjusted by the National Geodetic Survey in June 1991..
 CS1446
 CS1446.The geoid height was determined by GEOID03.
 CS1446
 CS1446.The dynamic height is computed by dividing the NAVD 88
 CS1446.geopotential number by the normal gravity value computed on the
 CS1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1446.degrees latitude (g = 980.6199 gals.).
 CS1446
 CS1446.The modeled gravity was interpolated from observed gravity values.
 CS1446
 CS1446;                    North         East    Units  Estimated Accuracy
 CS1446;SPC TXNC     - 2,118,210.      768,220.      MT  (+/- 180 meters Scaled)
 CS1446
 CS1446                          SUPERSEDED SURVEY CONTROL
 CS1446
 CS1446  NGVD 29 (??/??/92)  133.726  (m)          438.73   (f) ADJ UNCH    2 0
 CS1446
 CS1446.Superseded values are not recommended for survey control.
 CS1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1446.See file dsdata.txt to determine how the superseded data were derived.
 CS1446
 CS1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB150225(NAD 83)
 CS1446_MARKER: DB = BENCH MARK DISK
 CS1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1446_STAMPING: U 961 1946
 CS1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1446+STABILITY: SURFACE MOTION
 CS1446
 CS1446  HISTORY     - Date     Condition        Report By
 CS1446  HISTORY     - 1946     MONUMENTED       CGS
 CS1446  HISTORY     - 1947     GOOD             NGS
 CS1446  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1446
 CS1446                          STATION DESCRIPTION
 CS1446
 CS1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1446'5.0 MI NE FROM RYLIE.
 CS1446'TO REACH FROM THE H.S. CHERRY JR. SCHOOL AT RYLIE GO NORTHWEST 4.3
 CS1446'MILES ALONG U.S. HIGHWAY NO. 175, THENCE SOUTH 0.4 MILE ALONG AN
 CS1446'ASPHALT ROAD, THENCE WEST 0.3 MILE ALONG A GRAVELED ROAD TO SITE OF
 CS1446'MARK, BENCH MARK IS ON THE SOUTH PROPERTY LINE OF THE SECOND AVENUE
 CS1446'AIRPORT, ABOUT 68 YARDS EAST OF A FENCE CORNER AT THE SOUTHWEST CORNER
 CS1446'OF THE LANDING FIELD, 25.0 FEET NORTH OF AND ABOUT LEVEL WITH THE
 CS1446'CENTER LINE OF THE ROAD, 3.0 FEET EAST OF A POWER POLE AND 1.0 FOOT
 CS1446'SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS1446'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 CS1446
 CS1446                          STATION RECOVERY (1958)
 CS1446
 CS1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0782 ***********************************************************************
 AY0782  DESIGNATION -  U 962
 AY0782  PID         -  AY0782
 AY0782  STATE/COUNTY-  TX/BEXAR
 AY0782  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0782
 AY0782                         *CURRENT SURVEY CONTROL
 AY0782  ___________________________________________________________________
 AY0782* NAD 83(1986)-  29 22 51.     (N)    098 30 15.     (W)     SCALED    
 AY0782* NAVD 88     -       191.747  (meters)     629.09   (feet)  ADJUSTED  
 AY0782  ___________________________________________________________________
 AY0782  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AY0782  DYNAMIC HT  -         191.469 (meters)     628.18  (feet)  COMP
 AY0782  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 AY0782
 AY0782  VERT ORDER  -  FIRST     CLASS II
 AY0782
 AY0782.The horizontal coordinates were scaled from a topographic map and have
 AY0782.an estimated accuracy of +/- 6 seconds.
 AY0782
 AY0782.The orthometric height was determined by differential leveling
 AY0782.and adjusted by the National Geodetic Survey in June 1991..
 AY0782
 AY0782.The geoid height was determined by GEOID03.
 AY0782
 AY0782.The dynamic height is computed by dividing the NAVD 88
 AY0782.geopotential number by the normal gravity value computed on the
 AY0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0782.degrees latitude (g = 980.6199 gals.).
 AY0782
 AY0782.The modeled gravity was interpolated from observed gravity values.
 AY0782
 AY0782;                    North         East    Units  Estimated Accuracy
 AY0782;SPC TXSC     - 4,171,610.      648,130.      MT  (+/- 180 meters Scaled)
 AY0782
 AY0782                          SUPERSEDED SURVEY CONTROL
 AY0782
 AY0782  NGVD 29 (??/??/92)  191.636  (m)          628.73   (f) ADJ UNCH    1 2
 AY0782
 AY0782.Superseded values are not recommended for survey control.
 AY0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0782.See file dsdata.txt to determine how the superseded data were derived.
 AY0782
 AY0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT481502(NAD 83)
 AY0782_MARKER: DD = SURVEY DISK
 AY0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0782_STAMPING: U 962 1946
 AY0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0782+STABILITY: SURFACE MOTION
 AY0782
 AY0782  HISTORY     - Date     Condition        Report By
 AY0782  HISTORY     - 1946     MONUMENTED       CGS
 AY0782  HISTORY     - 19861001 MARK NOT FOUND   USGS
 AY0782  HISTORY     - 19950510 GOOD             USPSQD
 AY0782
 AY0782                          STATION DESCRIPTION
 AY0782
 AY0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0782'IN SAN ANTONIO.
 AY0782'AT SAN ANTONIO, ALONG PLEASANTON ROAD, 169.5 FEET SOUTH OF THE LINE OF
 AY0782'THE SOUTH CURB OF TOMMINS STREET, 4.1 FEET EAST OF THE EAST CURB OF
 AY0782'PLEASANTON ROAD, SET IN THE TOP OF A 1-FOOT CIRCULAR CONCRETE POST
 AY0782'SURROUNDED BY A 2-FOOT CONCRETE PIPE WITH AN IRON COVER FLUSH WITH THE
 AY0782'GROUND AND 0.2 FOOT ABOVE THE LEVEL OF THE CURB.
 AY0782
 AY0782                          STATION RECOVERY (1986)
 AY0782
 AY0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0782'MARK NOT FOUND.
 AY0782
 AY0782                          STATION RECOVERY (1995)
 AY0782
 AY0782'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0253 ***********************************************************************
 AY0253  DESIGNATION -  U 963
 AY0253  PID         -  AY0253
 AY0253  STATE/COUNTY-  TX/BEXAR
 AY0253  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0253
 AY0253                         *CURRENT SURVEY CONTROL
 AY0253  ___________________________________________________________________
 AY0253* NAD 83(1986)-  29 28 07.     (N)    098 26 38.     (W)     SCALED    
 AY0253* NAVD 88     -       237.651  (meters)     779.69   (feet)  ADJUSTED  
 AY0253  ___________________________________________________________________
 AY0253  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY0253  DYNAMIC HT  -         237.305 (meters)     778.56  (feet)  COMP
 AY0253  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AY0253
 AY0253  VERT ORDER  -  FIRST     CLASS II
 AY0253
 AY0253.The horizontal coordinates were scaled from a topographic map and have
 AY0253.an estimated accuracy of +/- 6 seconds.
 AY0253
 AY0253.The orthometric height was determined by differential leveling
 AY0253.and adjusted by the National Geodetic Survey in June 1991..
 AY0253
 AY0253.The geoid height was determined by GEOID03.
 AY0253
 AY0253.The dynamic height is computed by dividing the NAVD 88
 AY0253.geopotential number by the normal gravity value computed on the
 AY0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0253.degrees latitude (g = 980.6199 gals.).
 AY0253
 AY0253.The modeled gravity was interpolated from observed gravity values.
 AY0253
 AY0253;                    North         East    Units  Estimated Accuracy
 AY0253;SPC TXSC     - 4,181,360.      653,930.      MT  (+/- 180 meters Scaled)
 AY0253
 AY0253                          SUPERSEDED SURVEY CONTROL
 AY0253
 AY0253  NGVD 29 (??/??/92)  237.532  (m)          779.30   (f) ADJ UNCH    1 2
 AY0253
 AY0253.Superseded values are not recommended for survey control.
 AY0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0253.See file dsdata.txt to determine how the superseded data were derived.
 AY0253
 AY0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT539600(NAD 83)
 AY0253_MARKER: DB = BENCH MARK DISK
 AY0253_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0253_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0253_STAMPING: U 963 1946
 AY0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0253
 AY0253  HISTORY     - Date     Condition        Report By
 AY0253  HISTORY     - 1946     MONUMENTED       CGS
 AY0253  HISTORY     - 19861217 MARK NOT FOUND   USGS
 AY0253  HISTORY     - 1989     GOOD             USPSQD
 AY0253  HISTORY     - 19990227 GOOD             USPSQD
 AY0253
 AY0253                          STATION DESCRIPTION
 AY0253
 AY0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0253'IN SAN ANTONIO.
 AY0253'AT SAN ANTONIO, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF BURR ROAD
 AY0253'AND DOVER ROAD, 106.1 FEET SOUTHEAST OF BENCH MARK D 963 (CSA), 29.0
 AY0253'FEET SOUTH OF THE CENTER LINE OF BURR ROAD, 2.7 FEET WEST OF THE WEST
 AY0253'FACE OF THE WEST CURB OF DOVER ROAD, 3.9 FEET NORTHWEST OF JOINT IN
 AY0253'CURB LINE WHERE THE CURB RETURN BEGINS, 5.2 FEET SOUTHWEST OF THE
 AY0253'NORTH END OF CURB (END OF CURB IN 1946 AS BURR ROAD CURB WAS NOT
 AY0253'CONSTRUCTED), SET IN THE TOP OF CONCRETE POURED INTO AN 8-INCH
 AY0253'CONCRETE PIPE, FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE CURB
 AY0253'LEVEL.  NOTE-- MARK IS LIKELY TO BE COVERED WITH FILL ALONG THE CURB.
 AY0253
 AY0253                          STATION RECOVERY (1986)
 AY0253
 AY0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0253'MARK NOT FOUND.
 AY0253
 AY0253                          STATION RECOVERY (1989)
 AY0253
 AY0253'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0253'RECOVERED IN GOOD CONDITION.
 AY0253
 AY0253                          STATION RECOVERY (1999)
 AY0253
 AY0253'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0719 ***********************************************************************
 CR0719  DESIGNATION -  U 964
 CR0719  PID         -  CR0719
 CR0719  STATE/COUNTY-  TX/VAN ZANDT
 CR0719  USGS QUAD   -  BROWNSBORO (1984)
 CR0719
 CR0719                         *CURRENT SURVEY CONTROL
 CR0719  ___________________________________________________________________
 CR0719* NAD 83(1986)-  32 21 52.     (N)    095 31 41.     (W)     SCALED    
 CR0719* NAVD 88     -       152.830  (meters)     501.41   (feet)  ADJUSTED  
 CR0719  ___________________________________________________________________
 CR0719  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CR0719  DYNAMIC HT  -         152.652 (meters)     500.83  (feet)  COMP
 CR0719  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 CR0719
 CR0719  VERT ORDER  -  SECOND    CLASS 0
 CR0719
 CR0719.The horizontal coordinates were scaled from a topographic map and have
 CR0719.an estimated accuracy of +/- 6 seconds.
 CR0719
 CR0719.The orthometric height was determined by differential leveling
 CR0719.and adjusted by the National Geodetic Survey in June 1991..
 CR0719
 CR0719.The geoid height was determined by GEOID03.
 CR0719
 CR0719.The dynamic height is computed by dividing the NAVD 88
 CR0719.geopotential number by the normal gravity value computed on the
 CR0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0719.degrees latitude (g = 980.6199 gals.).
 CR0719
 CR0719.The modeled gravity was interpolated from observed gravity values.
 CR0719
 CR0719;                    North         East    Units  Estimated Accuracy
 CR0719;SPC TXNC     - 2,081,330.      879,660.      MT  (+/- 180 meters Scaled)
 CR0719
 CR0719                          SUPERSEDED SURVEY CONTROL
 CR0719
 CR0719  NGVD 29 (??/??/92)  152.854  (m)          501.49   (f) ADJ UNCH    2 0
 CR0719
 CR0719.Superseded values are not recommended for survey control.
 CR0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0719.See file dsdata.txt to determine how the superseded data were derived.
 CR0719
 CR0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR621836(NAD 83)
 CR0719_MARKER: DB = BENCH MARK DISK
 CR0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0719_STAMPING: U 964 1948
 CR0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0719+STABILITY: SURFACE MOTION
 CR0719
 CR0719  HISTORY     - Date     Condition        Report By
 CR0719  HISTORY     - 1948     MONUMENTED       CGS
 CR0719  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0719  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0719
 CR0719                          STATION DESCRIPTION
 CR0719
 CR0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0719'5.05 MI E FROM EDOM.
 CR0719'5.05 MILES EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT EDOM,
 CR0719'279.0 FEET EAST OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE
 CR0719'CULVERT, 80.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50.8 FEET
 CR0719'NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 5.3 FEET SOUTHWEST
 CR0719'OF A 12-INCH PERSIMMON TREE, 4.8 FEET NORTHEAST OF A 12-INCH PERSIMMON
 CR0719'TREE, 1.5 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 CR0719'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CR0719
 CR0719                          STATION RECOVERY (1995)
 CR0719
 CR0719'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0719'MARK NOT FOUND.
 CR0719
 CR0719                          STATION RECOVERY (2004)
 CR0719
 CR0719'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0719'MARK NOT FOUND.  THE HIGHWAY LOCATION FOR THE MARK HAS CHANGED AND IS
 CR0719'NOW TEXAS FM 279.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0953 ***********************************************************************
 CR0953  DESIGNATION -  U 965
 CR0953  PID         -  CR0953
 CR0953  STATE/COUNTY-  TX/VAN ZANDT
 CR0953  USGS QUAD   -  CANTON (1981)
 CR0953
 CR0953                         *CURRENT SURVEY CONTROL
 CR0953  ___________________________________________________________________
 CR0953* NAD 83(1986)-  32 32 56.     (N)    095 50 57.     (W)     SCALED    
 CR0953* NAVD 88     -       157.853  (meters)     517.89   (feet)  ADJUSTED  
 CR0953  ___________________________________________________________________
 CR0953  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0953  DYNAMIC HT  -         157.672 (meters)     517.30  (feet)  COMP
 CR0953  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 CR0953
 CR0953  VERT ORDER  -  SECOND    CLASS 0
 CR0953
 CR0953.The horizontal coordinates were scaled from a topographic map and have
 CR0953.an estimated accuracy of +/- 6 seconds.
 CR0953
 CR0953.The orthometric height was determined by differential leveling
 CR0953.and adjusted by the National Geodetic Survey in June 1991..
 CR0953
 CR0953.The geoid height was determined by GEOID03.
 CR0953
 CR0953.The dynamic height is computed by dividing the NAVD 88
 CR0953.geopotential number by the normal gravity value computed on the
 CR0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0953.degrees latitude (g = 980.6199 gals.).
 CR0953
 CR0953.The modeled gravity was interpolated from observed gravity values.
 CR0953
 CR0953;                    North         East    Units  Estimated Accuracy
 CR0953;SPC TXNC     - 2,100,970.      848,930.      MT  (+/- 180 meters Scaled)
 CR0953
 CR0953                          SUPERSEDED SURVEY CONTROL
 CR0953
 CR0953  NGVD 29 (??/??/92)  157.865  (m)          517.93   (f) ADJ UNCH    2 0
 CR0953
 CR0953.Superseded values are not recommended for survey control.
 CR0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0953.See file dsdata.txt to determine how the superseded data were derived.
 CR0953
 CR0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS324048(NAD 83)
 CR0953_MARKER: DB = BENCH MARK DISK
 CR0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0953_STAMPING: U 965 1948
 CR0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0953+STABILITY: SURFACE MOTION
 CR0953
 CR0953  HISTORY     - Date     Condition        Report By
 CR0953  HISTORY     - 1948     MONUMENTED       CGS
 CR0953  HISTORY     - 19950915 GOOD             USPSQD
 CR0953
 CR0953                          STATION DESCRIPTION
 CR0953
 CR0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0953'1.0 MI SE FROM CANTON.
 CR0953'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 CR0953'CANTON, 106 YARDS (PACED) NORTHWEST OF A CONCRETE CULVERT, 44.1 FEET
 CR0953'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.9 FEET SOUTH OF THE
 CR0953'SOUTH CORNER OF A GRANITE MONUMENT ERECTED IN HONOR OF ISAAC VAN
 CR0953'ZANDT, 1.0 FOOT SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE BASE
 CR0953'SUPPORTING THE MONUMENT, SET IN THE TOP OF A CONCRETE POST WHICH IS
 CR0953'FLUSH WITH THE GROUND.
 CR0953
 CR0953                          STATION RECOVERY (1995)
 CR0953
 CR0953'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0898 ***********************************************************************
 BL0898  DESIGNATION -  U 966
 BL0898  PID         -  BL0898
 BL0898  STATE/COUNTY-  TX/TRINITY
 BL0898  USGS QUAD   -  TRINITY EAST (1972)
 BL0898
 BL0898                         *CURRENT SURVEY CONTROL
 BL0898  ___________________________________________________________________
 BL0898* NAD 83(1986)-  30 56 56.     (N)    095 21 48.     (W)     SCALED    
 BL0898* NAVD 88     -        63.666  (meters)     208.88   (feet)  ADJUSTED  
 BL0898  ___________________________________________________________________
 BL0898  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0898  DYNAMIC HT  -          63.585 (meters)     208.61  (feet)  COMP
 BL0898  MODELED GRAV-     979,361.6   (mgal)                       NAVD 88
 BL0898
 BL0898  VERT ORDER  -  FIRST     CLASS II
 BL0898
 BL0898.The horizontal coordinates were scaled from a topographic map and have
 BL0898.an estimated accuracy of +/- 6 seconds.
 BL0898
 BL0898.The orthometric height was determined by differential leveling
 BL0898.and adjusted by the National Geodetic Survey in June 1991..
 BL0898
 BL0898.The geoid height was determined by GEOID03.
 BL0898
 BL0898.The dynamic height is computed by dividing the NAVD 88
 BL0898.geopotential number by the normal gravity value computed on the
 BL0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0898.degrees latitude (g = 980.6199 gals.).
 BL0898
 BL0898.The modeled gravity was interpolated from observed gravity values.
 BL0898
 BL0898;                    North         East    Units  Estimated Accuracy
 BL0898;SPC TX C     - 3,152,750.    1,174,700.      MT  (+/- 180 meters Scaled)
 BL0898
 BL0898                          SUPERSEDED SURVEY CONTROL
 BL0898
 BL0898  NGVD 29 (??/??/92)   63.678  (m)          208.92   (f) ADJ UNCH    1 2
 BL0898
 BL0898.Superseded values are not recommended for survey control.
 BL0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0898.See file dsdata.txt to determine how the superseded data were derived.
 BL0898
 BL0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ742263(NAD 83)
 BL0898_MARKER: DB = BENCH MARK DISK
 BL0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0898_STAMPING: U 966 1948
 BL0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0898+STABILITY: SURFACE MOTION
 BL0898
 BL0898  HISTORY     - Date     Condition        Report By
 BL0898  HISTORY     - 1948     MONUMENTED       CGS
 BL0898  HISTORY     - 1960     GOOD             NGS
 BL0898  HISTORY     - 1980     GOOD             NGS
 BL0898  HISTORY     - 19960601 GOOD             USPSQD
 BL0898
 BL0898                          STATION DESCRIPTION
 BL0898
 BL0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0898'0.65 MI NE FROM TRINITY.
 BL0898'ABOUT 0.65 MILE NORTHEAST ALONG STATE HIGHWAY 94 FROM THE MISSOURI
 BL0898'PACIFIC RAILROAD STATION AT TRINITY, 39 FEET NORTHWEST OF THE CENTER
 BL0898'LINE OF THE HIGHWAY, 288 FEET NORTHEAST OF THE CENTER LINE OF A
 BL0898'GRAVELED ROAD, 69 FEET WEST OF THE CENTER LINE OF A DOUBLE ROW OF
 BL0898'POWER POLES CROSSING THE HIGHWAY, 11 1/2 FEET NORTHEAST OF THE EAST
 BL0898'CORNER OF A STEEL MESH FENCE SURROUNDING A REGULATING STATION OF THE
 BL0898'UNITED GAS PIPE LINE COMPANY, 1 FOOT SOUTHEAST OF A FENCE, ABOUT 2
 BL0898'FEET BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 BL0898'PROJECTING 5 INCHES.
 BL0898
 BL0898                          STATION RECOVERY (1980)
 BL0898
 BL0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0898'RECOVERED IN GOOD CONDITION.
 BL0898
 BL0898                          STATION RECOVERY (1996)
 BL0898
 BL0898'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0317 ***********************************************************************
 CS0317  DESIGNATION -  U 967
 CS0317  PID         -  CS0317
 CS0317  STATE/COUNTY-  TX/ELLIS
 CS0317  USGS QUAD   -  ROSSER (1963)
 CS0317
 CS0317                         *CURRENT SURVEY CONTROL
 CS0317  ___________________________________________________________________
 CS0317* NAD 83(1986)-  32 25 49.     (N)    096 29 40.     (W)     SCALED    
 CS0317* NAVD 88     -       101.637  (meters)     333.45   (feet)  ADJUSTED  
 CS0317  ___________________________________________________________________
 CS0317  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CS0317  DYNAMIC HT  -         101.522 (meters)     333.08  (feet)  COMP
 CS0317  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 CS0317
 CS0317  VERT ORDER  -  SECOND    CLASS 0
 CS0317
 CS0317.The horizontal coordinates were scaled from a topographic map and have
 CS0317.an estimated accuracy of +/- 6 seconds.
 CS0317
 CS0317.The orthometric height was determined by differential leveling
 CS0317.and adjusted by the National Geodetic Survey in June 1991..
 CS0317
 CS0317.The geoid height was determined by GEOID03.
 CS0317
 CS0317.The dynamic height is computed by dividing the NAVD 88
 CS0317.geopotential number by the normal gravity value computed on the
 CS0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0317.degrees latitude (g = 980.6199 gals.).
 CS0317
 CS0317.The modeled gravity was interpolated from observed gravity values.
 CS0317
 CS0317;                    North         East    Units  Estimated Accuracy
 CS0317;SPC TXNC     - 2,086,480.      788,600.      MT  (+/- 180 meters Scaled)
 CS0317
 CS0317                          SUPERSEDED SURVEY CONTROL
 CS0317
 CS0317  NGVD 29 (??/??/92)  101.649  (m)          333.49   (f) ADJ UNCH    2 0
 CS0317
 CS0317.Superseded values are not recommended for survey control.
 CS0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0317.See file dsdata.txt to determine how the superseded data were derived.
 CS0317
 CS0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA355908(NAD 83)
 CS0317_MARKER: DB = BENCH MARK DISK
 CS0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0317_STAMPING: U 967 1946
 CS0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0317+STABILITY: SURFACE MOTION
 CS0317
 CS0317  HISTORY     - Date     Condition        Report By
 CS0317  HISTORY     - 1946     MONUMENTED       CGS
 CS0317  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0317
 CS0317                          STATION DESCRIPTION
 CS0317
 CS0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0317'3 MI E FROM ALSDORF.
 CS0317'TO REACH THE MARK FROM THE TRINITY RIVER AND STATE HIGHWAY 34, TAKE
 CS0317'THE GRAVEL ABOUT 1/2 MILE WEST OF THE RIVER, AND DRIVE NORTH TO THE
 CS0317'SAND LAKE FARMS, AND THE ABANDED RAILROAD BED OF THE TEXAS AND NEW
 CS0317'ORLEANS RAILROAD, 53 YARDS NORTHEAST OF AN ABANDED SCHOOL HOUSE, 39
 CS0317'YARDS WEST OF THE CENTERLINE OF THE TRACK AT A CROSSING AND ABOUT 6
 CS0317'FEET LOWER, 20 FEET SOUTH OF THE CENTERLINE OF A DIRT CROSS ROAD
 CS0317'RUNNING EAST AND WEST, IN LINE WITH A ROW OF LIGHT POLES, 2 FEET EAST
 CS0317'OF A FENCE, 1.7 FEET NORTH OF A WHITE 4/4 MARKER POST, AND PROJECTS 1
 CS0317'INCH ABOVE THE GROUND.
 CS0317
 CS0317                          STATION RECOVERY (1962)
 CS0317
 CS0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1534 ***********************************************************************
 BY1534  DESIGNATION -  U 968
 BY1534  PID         -  BY1534
 BY1534  STATE/COUNTY-  TX/HOUSTON
 BY1534  USGS QUAD   -  KENNARD (1951)
 BY1534
 BY1534                         *CURRENT SURVEY CONTROL
 BY1534  ___________________________________________________________________
 BY1534* NAD 83(1986)-  31 16 49.     (N)    095 09 35.     (W)     SCALED    
 BY1534* NAVD 88     -       110.82   (+/-2cm)     363.6    (feet)  VERTCON   
 BY1534  ___________________________________________________________________
 BY1534  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1534
 BY1534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1534
 BY1534.The horizontal coordinates were scaled from a topographic map and have
 BY1534.an estimated accuracy of +/- 6 seconds.
 BY1534
 BY1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1534.The vertical order pertains to the NGVD 29 superseded value.
 BY1534
 BY1534.The geoid height was determined by GEOID03.
 BY1534
 BY1534;                    North         East    Units  Estimated Accuracy
 BY1534;SPC TX C     - 3,190,330.    1,192,420.      MT  (+/- 180 meters Scaled)
 BY1534
 BY1534                          SUPERSEDED SURVEY CONTROL
 BY1534
 BY1534  NGVD 29 (??/??/92)  110.836  (m)          363.63   (f) ADJ UNCH    2 0
 BY1534
 BY1534.Superseded values are not recommended for survey control.
 BY1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1534.See file dsdata.txt to determine how the superseded data were derived.
 BY1534
 BY1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ944626(NAD 83)
 BY1534_MARKER: DB = BENCH MARK DISK
 BY1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1534_STAMPING: U 968 1948
 BY1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1534+STABILITY: SURFACE MOTION
 BY1534
 BY1534  HISTORY     - Date     Condition        Report By
 BY1534  HISTORY     - 1948     MONUMENTED       CGS
 BY1534
 BY1534                          STATION DESCRIPTION
 BY1534
 BY1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1534'5.75 MI SE FROM KENNARD.
 BY1534'5.75 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 25
 BY1534'FROM THE FARMERS GUARANTEE STATE BANK AT KENNARD, 40.4 FEET SOUTHWEST
 BY1534'OF THE CENTER LINE OF THE ROAD, 10.9 FEET SOUTHEAST OF A 14-INCH OAK
 BY1534'TREE, 5.9 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE
 BY1534'SURROUNDING A CEMETERY, 2.0 FEET NORTHEAST OF A FENCE, 1.7 FEET
 BY1534'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1534'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0001 ***********************************************************************
 DN0001  DESIGNATION -  U 97
 DN0001  PID         -  DN0001
 DN0001  STATE/COUNTY-  TX/GRAYSON
 DN0001  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0001
 DN0001                         *CURRENT SURVEY CONTROL
 DN0001  ___________________________________________________________________
 DN0001* NAD 83(1986)-  33 31 08.     (N)    096 23 23.     (W)     SCALED    
 DN0001* NAVD 88     -       219.601  (meters)     720.47   (feet)  ADJUSTED  
 DN0001  ___________________________________________________________________
 DN0001  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DN0001  DYNAMIC HT  -         219.365 (meters)     719.70  (feet)  COMP
 DN0001  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 DN0001
 DN0001  VERT ORDER  -  FIRST     CLASS II
 DN0001
 DN0001.The horizontal coordinates were scaled from a topographic map and have
 DN0001.an estimated accuracy of +/- 6 seconds.
 DN0001
 DN0001.The orthometric height was determined by differential leveling
 DN0001.and adjusted by the National Geodetic Survey in June 1991..
 DN0001
 DN0001.The geoid height was determined by GEOID03.
 DN0001
 DN0001.The dynamic height is computed by dividing the NAVD 88
 DN0001.geopotential number by the normal gravity value computed on the
 DN0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0001.degrees latitude (g = 980.6199 gals.).
 DN0001
 DN0001.The modeled gravity was interpolated from observed gravity values.
 DN0001
 DN0001;                    North         East    Units  Estimated Accuracy
 DN0001;SPC TXNC     - 2,207,360.      796,020.      MT  (+/- 180 meters Scaled)
 DN0001
 DN0001                          SUPERSEDED SURVEY CONTROL
 DN0001
 DN0001  NGVD 29 (??/??/92)  219.577  (m)          720.40   (f) ADJ UNCH    1 2
 DN0001
 DN0001.Superseded values are not recommended for survey control.
 DN0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0001.See file dsdata.txt to determine how the superseded data were derived.
 DN0001
 DN0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC424118(NAD 83)
 DN0001_MARKER: DB = BENCH MARK DISK
 DN0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0001_STAMPING: 720.396 U 97 1933
 DN0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0001+STABILITY: SURFACE MOTION
 DN0001
 DN0001  HISTORY     - Date     Condition        Report By
 DN0001  HISTORY     - 1933     MONUMENTED       CGS
 DN0001  HISTORY     - 1942     GOOD             NGS
 DN0001  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0001
 DN0001                          STATION DESCRIPTION
 DN0001
 DN0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 DN0001'0.4 MI N FROM WHITWRIGHT.
 DN0001'0.4 MILE NORTH ALONG THE MISSOURI-KANSAS TEXAS RAILROAD OF TEXAS FROM
 DN0001'WHITEWRIGHT, GRAYSON COUNTY, 900 FEET NORTH OF MILEPOST 681, 3-1/2
 DN0001'POLES SOUTH OF A CONCRETE BRIDGE, 50 FEET NORTH OF A ROAD CROSSING, 35
 DN0001'FEET EAST OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 DN0001'DISK, STAMPED 720.396 U 97 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DN0001
 DN0001                          STATION RECOVERY (1986)
 DN0001
 DN0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1393 ***********************************************************************
 CS1393  DESIGNATION -  U 970
 CS1393  PID         -  CS1393
 CS1393  STATE/COUNTY-  TX/DALLAS
 CS1393  USGS QUAD   -  MESQUITE (1973)
 CS1393
 CS1393                         *CURRENT SURVEY CONTROL
 CS1393  ___________________________________________________________________
 CS1393* NAD 83(1986)-  32 51 03.     (N)    096 36 36.     (W)     SCALED    
 CS1393* NAVD 88     -       145.441  (meters)     477.17   (feet)  ADJUSTED  
 CS1393  ___________________________________________________________________
 CS1393  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CS1393  DYNAMIC HT  -         145.280 (meters)     476.64  (feet)  COMP
 CS1393  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CS1393
 CS1393  VERT ORDER  -  SECOND    CLASS 0
 CS1393
 CS1393.The horizontal coordinates were scaled from a topographic map and have
 CS1393.an estimated accuracy of +/- 6 seconds.
 CS1393
 CS1393.The orthometric height was determined by differential leveling
 CS1393.and adjusted by the National Geodetic Survey in June 1991..
 CS1393
 CS1393.The geoid height was determined by GEOID03.
 CS1393
 CS1393.The dynamic height is computed by dividing the NAVD 88
 CS1393.geopotential number by the normal gravity value computed on the
 CS1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1393.degrees latitude (g = 980.6199 gals.).
 CS1393
 CS1393.The modeled gravity was interpolated from observed gravity values.
 CS1393
 CS1393;                    North         East    Units  Estimated Accuracy
 CS1393;SPC TXNC     - 2,132,900.      776,890.      MT  (+/- 180 meters Scaled)
 CS1393
 CS1393                          SUPERSEDED SURVEY CONTROL
 CS1393
 CS1393  NGVD 29 (??/??/92)  145.456  (m)          477.22   (f) ADJ UNCH    2 0
 CS1393
 CS1393.Superseded values are not recommended for survey control.
 CS1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1393.See file dsdata.txt to determine how the superseded data were derived.
 CS1393
 CS1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB236372(NAD 83)
 CS1393_MARKER: DB = BENCH MARK DISK
 CS1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1393_STAMPING: U 970 1946
 CS1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1393+STABILITY: SURFACE MOTION
 CS1393
 CS1393  HISTORY     - Date     Condition        Report By
 CS1393  HISTORY     - 1946     MONUMENTED       CGS
 CS1393  HISTORY     - 1958     GOOD             NGS
 CS1393  HISTORY     - 19910705 MARK NOT FOUND   USPSQD
 CS1393
 CS1393                          STATION DESCRIPTION
 CS1393
 CS1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1393'IN ROSE HILL.
 CS1393'IT IS 0.4 MILE SOUTHWEST ALONG OATES DRIVE FROM THE INTERSECTION WITH
 CS1393'BELT LINE ROAD, 0.9 MILE NORTH ALONG THE ROSE HILL ROAD FROM THE
 CS1393'CHRISTIAN CHURCH AT ROSE HILL, THENCE 1.0 MILE WEST ALONG OATES DRIVE.
 CS1393'0.2 MILE NORTHEAST OF A STEEL BRIDGE, 35 FEET NORTHWEST OF THE
 CS1393'CENTERLINE OF THE ROAD, 8 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET
 CS1393'NORTHWEST OF THE FENCE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS
 CS1393'POST, AND LEVEL WITH THE ROAD.
 CS1393
 CS1393                          STATION RECOVERY (1991)
 CS1393
 CS1393'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0126 ***********************************************************************
 CS0126  DESIGNATION -  U 971
 CS0126  PID         -  CS0126
 CS0126  STATE/COUNTY-  TX/KAUFMAN
 CS0126  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0126
 CS0126                         *CURRENT SURVEY CONTROL
 CS0126  ___________________________________________________________________
 CS0126* NAD 83(1986)-  32 44 52.     (N)    096 15 53.     (W)     SCALED    
 CS0126* NAVD 88     -       149.205  (meters)     489.52   (feet)  ADJUSTED  
 CS0126  ___________________________________________________________________
 CS0126  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0126  DYNAMIC HT  -         149.040 (meters)     488.98  (feet)  COMP
 CS0126  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CS0126
 CS0126  VERT ORDER  -  SECOND    CLASS 0
 CS0126
 CS0126.The horizontal coordinates were scaled from a topographic map and have
 CS0126.an estimated accuracy of +/- 6 seconds.
 CS0126
 CS0126.The orthometric height was determined by differential leveling
 CS0126.and adjusted by the National Geodetic Survey in June 1991..
 CS0126
 CS0126.The geoid height was determined by GEOID03.
 CS0126
 CS0126.The dynamic height is computed by dividing the NAVD 88
 CS0126.geopotential number by the normal gravity value computed on the
 CS0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0126.degrees latitude (g = 980.6199 gals.).
 CS0126
 CS0126.The modeled gravity was interpolated from observed gravity values.
 CS0126
 CS0126;                    North         East    Units  Estimated Accuracy
 CS0126;SPC TXNC     - 2,122,110.      809,450.      MT  (+/- 180 meters Scaled)
 CS0126
 CS0126                          SUPERSEDED SURVEY CONTROL
 CS0126
 CS0126  NGVD 29 (??/??/92)  149.215  (m)          489.55   (f) ADJ UNCH    2 0
 CS0126
 CS0126.Superseded values are not recommended for survey control.
 CS0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0126.See file dsdata.txt to determine how the superseded data were derived.
 CS0126
 CS0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB562266(NAD 83)
 CS0126_MARKER: DB = BENCH MARK DISK
 CS0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0126_STAMPING: U 971 1946
 CS0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0126+STABILITY: SURFACE MOTION
 CS0126
 CS0126  HISTORY     - Date     Condition        Report By
 CS0126  HISTORY     - 1946     MONUMENTED       CGS
 CS0126
 CS0126                          STATION DESCRIPTION
 CS0126
 CS0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0126'1 MI N FROM TERRELL.
 CS0126'TO REACH THE MARK FROM TERRELL GO 1 MILE NORTH ALONG THE TEXAS-NEW
 CS0126'ORLEANS RAILROAD TO MILE POST 42, 98.7 FEET SOUTHEAST AND ACROSS THE
 CS0126'TRACK FROM MILE POST 42, 45.3 FEET EAST OF THE CENTERLINE OF THE
 CS0126'TRACK, AND ABOUT LEVEL WITH THE TRACK, 31.3 FEET NORTH OF THE
 CS0126'CENTERLINE OF A DIRT ROAD CROSSING, 4.2 FEET SOUTH OF A WHITE 4/4
 CS0126'MARKER POST, 3.6 FEET WEST OF A RIGHT-OF-WAY FENCE, AND PROJECTS 3
 CS0126'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1396 ***********************************************************************
 BL1396  DESIGNATION -  U 973
 BL1396  PID         -  BL1396
 BL1396  STATE/COUNTY-  TX/MONTGOMERY
 BL1396  USGS QUAD   -  FOSTORIA (1997)
 BL1396
 BL1396                         *CURRENT SURVEY CONTROL
 BL1396  ___________________________________________________________________
 BL1396* NAD 83(1986)-  30 20 33.     (N)    095 11 39.     (W)     SCALED    
 BL1396* NAVD 88     -        51.94   (+/-2cm)     170.4    (feet)  VERTCON   
 BL1396  ___________________________________________________________________
 BL1396  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1396
 BL1396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1396
 BL1396.The horizontal coordinates were scaled from a topographic map and have
 BL1396.an estimated accuracy of +/- 6 seconds.
 BL1396
 BL1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1396.The vertical order pertains to the NGVD 29 superseded value.
 BL1396
 BL1396.The geoid height was determined by GEOID03.
 BL1396
 BL1396;                    North         East    Units  Estimated Accuracy
 BL1396;SPC TX C     - 3,086,330.    1,193,950.      MT  (+/- 180 meters Scaled)
 BL1396
 BL1396                          SUPERSEDED SURVEY CONTROL
 BL1396
 BL1396  NGVD 29 (??/??/92)   51.941  (m)          170.41   (f) ADJ UNCH    2 0
 BL1396
 BL1396.Superseded values are not recommended for survey control.
 BL1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1396.See file dsdata.txt to determine how the superseded data were derived.
 BL1396
 BL1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP890587(NAD 83)
 BL1396_MARKER: DB = BENCH MARK DISK
 BL1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1396_STAMPING: U 973 1947
 BL1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1396+STABILITY: SURFACE MOTION
 BL1396
 BL1396  HISTORY     - Date     Condition        Report By
 BL1396  HISTORY     - 1947     MONUMENTED       CGS
 BL1396
 BL1396                          STATION DESCRIPTION
 BL1396
 BL1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1396'3.8 MI NW FROM FOSTORIA.
 BL1396'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1396'FOSTORIA, THENCE 1.6 MILES NORTH ALONG A DIRT ROAD, 27.8 FEET WEST
 BL1396'NORTHWEST OF A FORKED PINE TREE, 18.0 FEET WEST OF AND LEVEL WITH THE
 BL1396'CENTER LINE OF THE ROAD, 13.6 FEET SOUTHWEST OF A 6-INCH PINE TREE,
 BL1396'1.8 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL1396'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1114 ***********************************************************************
 BL1114  DESIGNATION -  U 974
 BL1114  PID         -  BL1114
 BL1114  STATE/COUNTY-  TX/SAN JACINTO
 BL1114  USGS QUAD   -  COLDSPRING (1997)
 BL1114
 BL1114                         *CURRENT SURVEY CONTROL
 BL1114  ___________________________________________________________________
 BL1114* NAD 83(1986)-  30 35 29.     (N)    095 08 00.     (W)     SCALED    
 BL1114* NAVD 88     -       117.63   (+/-2cm)     385.9    (feet)  VERTCON   
 BL1114  ___________________________________________________________________
 BL1114  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1114
 BL1114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1114
 BL1114.The horizontal coordinates were scaled from a topographic map and have
 BL1114.an estimated accuracy of +/- 6 seconds.
 BL1114
 BL1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1114.The vertical order pertains to the NGVD 29 superseded value.
 BL1114
 BL1114.The geoid height was determined by GEOID03.
 BL1114
 BL1114;                    North         East    Units  Estimated Accuracy
 BL1114;SPC TX C     - 3,114,160.    1,198,500.      MT  (+/- 180 meters Scaled)
 BL1114
 BL1114                          SUPERSEDED SURVEY CONTROL
 BL1114
 BL1114  NGVD 29 (??/??/92)  117.634  (m)          385.94   (f) ADJ UNCH    2 0
 BL1114
 BL1114.Superseded values are not recommended for survey control.
 BL1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1114.See file dsdata.txt to determine how the superseded data were derived.
 BL1114
 BL1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP954862(NAD 83)
 BL1114_MARKER: DB = BENCH MARK DISK
 BL1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1114_STAMPING: U 974 1947
 BL1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1114+STABILITY: SURFACE MOTION
 BL1114
 BL1114  HISTORY     - Date     Condition        Report By
 BL1114  HISTORY     - 1947     MONUMENTED       CGS
 BL1114
 BL1114                          STATION DESCRIPTION
 BL1114
 BL1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1114'IN COLDSPRING.
 BL1114'AT COLDSPRING, 0.3 MILE SOUTHWEST OF THE COURTHOUSE, AT THE JUNCTION
 BL1114'OF STATE HIGHWAY 156 AND STATE HIGHWAY 150, APPROXIMATELY 28 YARDS
 BL1114'NORTHEAST OF A GULF SERVICE STATION, 41.8 FEET NORTHWEST OF AND LEVEL
 BL1114'WITH THE CENTER LINE OF STATE HIGHWAY 150, 36.9 FEET SOUTH OF THE
 BL1114'CENTER LINE OF STATE HIGHWAY 156, 5.0 FEET EAST OF A TELEPHONE POLE
 BL1114'AND 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL1114'POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1034 ***********************************************************************
 BL1034  DESIGNATION -  U 975
 BL1034  PID         -  BL1034
 BL1034  STATE/COUNTY-  TX/WALKER
 BL1034  USGS QUAD   -  NEW WAVERLY (1976)
 BL1034
 BL1034                         *CURRENT SURVEY CONTROL
 BL1034  ___________________________________________________________________
 BL1034* NAD 83(1986)-  30 31 29.     (N)    095 23 44.     (W)     SCALED    
 BL1034* NAVD 88     -       110.83   (+/-2cm)     363.6    (feet)  VERTCON   
 BL1034  ___________________________________________________________________
 BL1034  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BL1034
 BL1034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1034
 BL1034.The horizontal coordinates were scaled from a topographic map and have
 BL1034.an estimated accuracy of +/- 6 seconds.
 BL1034
 BL1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1034.The vertical order pertains to the NGVD 29 superseded value.
 BL1034
 BL1034.The geoid height was determined by GEOID03.
 BL1034
 BL1034;                    North         East    Units  Estimated Accuracy
 BL1034;SPC TX C     - 3,105,640.    1,173,710.      MT  (+/- 180 meters Scaled)
 BL1034
 BL1034                          SUPERSEDED SURVEY CONTROL
 BL1034
 BL1034  NGVD 29 (??/??/92)  110.834  (m)          363.63   (f) ADJ UNCH    2 0
 BL1034
 BL1034.Superseded values are not recommended for survey control.
 BL1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1034.See file dsdata.txt to determine how the superseded data were derived.
 BL1034
 BL1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP701793(NAD 83)
 BL1034_MARKER: DB = BENCH MARK DISK
 BL1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1034_STAMPING: U 975 1947
 BL1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1034+STABILITY: SURFACE MOTION
 BL1034
 BL1034  HISTORY     - Date     Condition        Report By
 BL1034  HISTORY     - 1947     MONUMENTED       CGS
 BL1034  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL1034
 BL1034                          STATION DESCRIPTION
 BL1034
 BL1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1034'5.5 MI E FROM NEW WAVERLY.
 BL1034'5.5 MILES EAST ALONG TEXAS STATE HIGHWAY 150 FROM THE RAILWAY STATION
 BL1034'AT NEW WAVERLY, 75 YARDS EAST OF A WOODEN BRIDGE, 72.0 FEET EAST OF A
 BL1034'HOUSE, 47.0 FEET SOUTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF THE
 BL1034'HIGHWAY, 25.0 FEET WEST OF THE WEST END OF A WIRE GATE, 2.2 FEET WEST
 BL1034'OF A 4X4 MARKER POST, 1.7 FEET NORTH OF A FENCE, IN THE TOP OF A
 BL1034'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 BL1034
 BL1034                          STATION RECOVERY (1960)
 BL1034
 BL1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0970 ***********************************************************************
 BL0970  DESIGNATION -  U 976
 BL0970  PID         -  BL0970
 BL0970  STATE/COUNTY-  TX/SAN JACINTO
 BL0970  USGS QUAD   -  STALEY (1972)
 BL0970
 BL0970                         *CURRENT SURVEY CONTROL
 BL0970  ___________________________________________________________________
 BL0970* NAD 83(1986)-  30 47 25.     (N)    095 18 01.     (W)     SCALED    
 BL0970* NAVD 88     -        88.85   (+/-2cm)     291.5    (feet)  VERTCON   
 BL0970  ___________________________________________________________________
 BL0970  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0970
 BL0970  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0970
 BL0970.The horizontal coordinates were scaled from a topographic map and have
 BL0970.an estimated accuracy of +/- 6 seconds.
 BL0970
 BL0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0970.The vertical order pertains to the NGVD 29 superseded value.
 BL0970
 BL0970.The geoid height was determined by GEOID03.
 BL0970
 BL0970;                    North         East    Units  Estimated Accuracy
 BL0970;SPC TX C     - 3,135,450.    1,181,510.      MT  (+/- 180 meters Scaled)
 BL0970
 BL0970                          SUPERSEDED SURVEY CONTROL
 BL0970
 BL0970  NGVD 29 (??/??/92)   88.863  (m)          291.54   (f) ADJ UNCH    2 0
 BL0970
 BL0970.Superseded values are not recommended for survey control.
 BL0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0970.See file dsdata.txt to determine how the superseded data were derived.
 BL0970
 BL0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ798086(NAD 83)
 BL0970_MARKER: DB = BENCH MARK DISK
 BL0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0970_STAMPING: U 976 1947
 BL0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0970+STABILITY: SURFACE MOTION
 BL0970
 BL0970  HISTORY     - Date     Condition        Report By
 BL0970  HISTORY     - 1947     MONUMENTED       CGS
 BL0970
 BL0970                          STATION DESCRIPTION
 BL0970
 BL0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0970'4.2 MI NW FROM OAKHURST.
 BL0970'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0970'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO A JUNCTION
 BL0970'WITH U. S. HIGHWAY NO. 190, THENCE 3.8 MILES NORTH ALONG A GRADED DIRT
 BL0970'ROAD, 55.0 FEET NORTHEAST OF A WOODEN BRIDGE, 38.0 FEET EAST OF THE
 BL0970'CENTER LINE OF THE ROAD, 30.0 FEET NORTH OF THE CENTER LINE OF A LANE
 BL0970'LEADING TO A FARMHOUSE, 11.0 FEET NORTH OF A FENCE CORNER, 2.0 FEET
 BL0970'WEST OF A FENCE, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN TOP OF A
 BL0970'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0860 ***********************************************************************
 BL0860  DESIGNATION -  U 977
 BL0860  PID         -  BL0860
 BL0860  STATE/COUNTY-  TX/TRINITY
 BL0860  USGS QUAD   -  TRINITY WEST (1972)
 BL0860
 BL0860                         *CURRENT SURVEY CONTROL
 BL0860  ___________________________________________________________________
 BL0860* NAD 83(1986)-  30 57 07.     (N)    095 24 26.     (W)     SCALED    
 BL0860* NAVD 88     -        55.577  (meters)     182.34   (feet)  ADJUSTED  
 BL0860  ___________________________________________________________________
 BL0860  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL0860  DYNAMIC HT  -          55.506 (meters)     182.11  (feet)  COMP
 BL0860  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 BL0860
 BL0860  VERT ORDER  -  FIRST     CLASS II
 BL0860
 BL0860.The horizontal coordinates were scaled from a topographic map and have
 BL0860.an estimated accuracy of +/- 6 seconds.
 BL0860
 BL0860.The orthometric height was determined by differential leveling
 BL0860.and adjusted by the National Geodetic Survey in June 1991..
 BL0860
 BL0860.The geoid height was determined by GEOID03.
 BL0860
 BL0860.The dynamic height is computed by dividing the NAVD 88
 BL0860.geopotential number by the normal gravity value computed on the
 BL0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0860.degrees latitude (g = 980.6199 gals.).
 BL0860
 BL0860.The modeled gravity was interpolated from observed gravity values.
 BL0860
 BL0860;                    North         East    Units  Estimated Accuracy
 BL0860;SPC TX C     - 3,152,900.    1,170,490.      MT  (+/- 180 meters Scaled)
 BL0860
 BL0860                          SUPERSEDED SURVEY CONTROL
 BL0860
 BL0860  NGVD 29 (??/??/92)   55.577  (m)          182.34   (f) ADJ UNCH    1 2
 BL0860
 BL0860.Superseded values are not recommended for survey control.
 BL0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0860.See file dsdata.txt to determine how the superseded data were derived.
 BL0860
 BL0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ700267(NAD 83)
 BL0860_MARKER: DB = BENCH MARK DISK
 BL0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0860_STAMPING: U 977 1947
 BL0860_PROJECTION: PROJECTING 2 CENTIMETERS
 BL0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0860+STABILITY: SURFACE MOTION
 BL0860
 BL0860  HISTORY     - Date     Condition        Report By
 BL0860  HISTORY     - 1947     MONUMENTED       CGS
 BL0860  HISTORY     - 1980     GOOD             NGS
 BL0860  HISTORY     - 19960601 GOOD             USPSQD
 BL0860
 BL0860                          STATION DESCRIPTION
 BL0860
 BL0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0860'2.05 MI W FROM TRINITY.
 BL0860'2.05 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL0860'TRINITY, 230.0 FEET NORTHWEST OF THE NORTHWEST END OF A STEEL BRIDGE
 BL0860'OVER TURNER CREEK, 42.0 FEET NORTHWEST OF A 1-FOOT LONE OAK TREE, 25.0
 BL0860'FEET SOUTHWEST OF THE CENTER OF THE ROAD, 2.0 FEET NORTHWEST OF A
 BL0860'REFERENCE POST, 1.2 FOOT NORTHEAST OF THE SOUTHWEST RIGHT OF WAY
 BL0860'FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BL0860'PROJECTING 0.2 FOOT.
 BL0860
 BL0860                          STATION RECOVERY (1980)
 BL0860
 BL0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0860'3.3 KM. (2.05 MI.) WEST ALONG FARM ROAD 230 FROM THE POST OFFICE IN
 BL0860'TRINITY, AT THE CROSSING OF TURNER CREEK, 28.7 M. (94.0 FT.) SOUTH OF
 BL0860'THE CENTERLINE OF THE FARM ROAD, 19.1 M. (62.8 FT.) EAST OF A
 BL0860'NORTH-SOUTH FENCE, 12.8 M. (42.0 FT.) NORTHWEST OF A 80-CM. OAK TREE,
 BL0860'8.5 M. (28.0 FT.) NORTH OF A 30-CM. PINE TREE, 2.3 M. (7.6 FT.) SOUTH
 BL0860'OF A LINE OF WOOD FENCE POSTS, 7.3 M. (24.0 FT.) SOUTHWEST OF A
 BL0860'PARTIALLY GRAVELED ROAD LEADING SOUTH TO A HOUSE.  NOTE--OBSERVING
 BL0860'UNIT NOTED CONCRETE CHIPPED ON THE EAST SIDE OF CONCRETE POST.
 BL0860'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BL0860'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BL0860
 BL0860                          STATION RECOVERY (1996)
 BL0860
 BL0860'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1455 ***********************************************************************
 BY1455  DESIGNATION -  U 978
 BY1455  PID         -  BY1455
 BY1455  STATE/COUNTY-  TX/WALKER
 BY1455  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1455
 BY1455                         *CURRENT SURVEY CONTROL
 BY1455  ___________________________________________________________________
 BY1455* NAD 83(1986)-  31 01 09.     (N)    095 28 05.     (W)     SCALED    
 BY1455* NAVD 88     -        86.50   (+/-2cm)     283.8    (feet)  VERTCON   
 BY1455  ___________________________________________________________________
 BY1455  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1455
 BY1455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1455
 BY1455.The horizontal coordinates were scaled from a topographic map and have
 BY1455.an estimated accuracy of +/- 6 seconds.
 BY1455
 BY1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1455.The vertical order pertains to the NGVD 29 superseded value.
 BY1455
 BY1455.The geoid height was determined by GEOID03.
 BY1455
 BY1455;                    North         East    Units  Estimated Accuracy
 BY1455;SPC TX C     - 3,160,090.    1,164,360.      MT  (+/- 180 meters Scaled)
 BY1455
 BY1455                          SUPERSEDED SURVEY CONTROL
 BY1455
 BY1455  NGVD 29 (??/??/92)   86.503  (m)          283.80   (f) ADJ UNCH    2 0
 BY1455
 BY1455.Superseded values are not recommended for survey control.
 BY1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1455.See file dsdata.txt to determine how the superseded data were derived.
 BY1455
 BY1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ643343(NAD 83)
 BY1455_MARKER: DB = BENCH MARK DISK
 BY1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1455_STAMPING: U 978 1947
 BY1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1455+STABILITY: SURFACE MOTION
 BY1455
 BY1455  HISTORY     - Date     Condition        Report By
 BY1455  HISTORY     - 1947     MONUMENTED       CGS
 BY1455
 BY1455                          STATION DESCRIPTION
 BY1455
 BY1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1455'10.2 MI NW FROM TRINITY.
 BY1455'6.1 MILES WEST ALONG A GRAVEL AND DIRT ROAD AND 4.1 MILES NORTH ALONG
 BY1455'A DIRT ROAD FROM THE POST OFFICE AT TRINITY, 0.8 MILE SOUTH OF THE
 BY1455'PINEY WOODS LOOKOUT TOWER (WELDON TOWER NO.41 OF THE TEXAS FOREST
 BY1455'SERVICE), 0.2 MILE NORTH OF TWIN WOODEN BRIDGES OVER A CREEK, AT THE
 BY1455'JUNCTION OF A SMALL DIRT ROAD LEADING NORTHEAST, 33.0 FEET SOUTHWEST
 BY1455'OF THE CENTER OF THE INTERSECTION OF THE TWO ROADS, 28.0 FEET WEST OF
 BY1455'THE CENTER OF THE MAIN ROAD, 2.3 FEET SOUTH OF A REFERENCE POST, SET
 BY1455'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 BY1455'0.2 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 0.3 MILE SOUTH, 6.05 MILES
 BY1455'EAST, 0.8 MILE SOUTHEAST AND 0.8 MILE SOUTH ALONG DIRT ROADS FROM THE
 BY1455'WELDON HIGH SCHOOL AT WELDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1758 ***********************************************************************
 BL1758  DESIGNATION -  U 979
 BL1758  PID         -  BL1758
 BL1758  STATE/COUNTY-  TX/MADISON
 BL1758  USGS QUAD   -  BAKER LAKE (1972)
 BL1758
 BL1758                         *CURRENT SURVEY CONTROL
 BL1758  ___________________________________________________________________
 BL1758* NAD 83(1986)-  30 58 12.     (N)    095 42 51.     (W)     SCALED    
 BL1758* NAVD 88     -        74.03   (+/-2cm)     242.9    (feet)  VERTCON   
 BL1758  ___________________________________________________________________
 BL1758  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BL1758
 BL1758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1758
 BL1758.The horizontal coordinates were scaled from a topographic map and have
 BL1758.an estimated accuracy of +/- 6 seconds.
 BL1758
 BL1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1758.The vertical order pertains to the NGVD 29 superseded value.
 BL1758
 BL1758.The geoid height was determined by GEOID03.
 BL1758
 BL1758;                    North         East    Units  Estimated Accuracy
 BL1758;SPC TX C     - 3,153,640.    1,141,110.      MT  (+/- 180 meters Scaled)
 BL1758
 BL1758                          SUPERSEDED SURVEY CONTROL
 BL1758
 BL1758  NGVD 29 (??/??/92)   74.038  (m)          242.91   (f) ADJ UNCH    2 0
 BL1758
 BL1758.Superseded values are not recommended for survey control.
 BL1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1758.See file dsdata.txt to determine how the superseded data were derived.
 BL1758
 BL1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ407294(NAD 83)
 BL1758_MARKER: DB = BENCH MARK DISK
 BL1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1758_STAMPING: U 979 1947
 BL1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1758+STABILITY: SURFACE MOTION
 BL1758
 BL1758  HISTORY     - Date     Condition        Report By
 BL1758  HISTORY     - 1947     MONUMENTED       CGS
 BL1758  HISTORY     - 1962     MARK NOT FOUND   USGS
 BL1758  HISTORY     - 19960601 GOOD             USPSQD
 BL1758
 BL1758                          STATION DESCRIPTION
 BL1758
 BL1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1758'4.8 MI SE FROM MIDWAY.
 BL1758'4.8 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1758'AT MIDWAY, 0.6 MILE NORTHWEST OF THE HEADQUARTERS BUILDING AT THE
 BL1758'FERGUSON STATE PRISON FARM, 42.0 FEET SOUTHWEST OF THE CENTER OF THE
 BL1758'ROAD, 31.0 FEET SOUTHEAST OF A FENCE CORNER POST, 23.0 FEET EAST OF
 BL1758'THE BOUNDARY FENCE ALONG THE WEST SIDE OF THE FERGUSON STATE PRISON
 BL1758'FARM, 3.0 FEET NORTHWEST OF A REFERENCE POST, 1.6 FOOT SOUTHWEST OF
 BL1758'THE SOUTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE
 BL1758'SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 BL1758
 BL1758                          STATION RECOVERY (1962)
 BL1758
 BL1758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BL1758'MARK NOT FOUND.
 BL1758
 BL1758                          STATION RECOVERY (1996)
 BL1758
 BL1758'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0346 ***********************************************************************
 BY0346  DESIGNATION -  U 98
 BY0346  PID         -  BY0346
 BY0346  STATE/COUNTY-  TX/NACOGDOCHES
 BY0346  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0346
 BY0346                         *CURRENT SURVEY CONTROL
 BY0346  ___________________________________________________________________
 BY0346* NAD 83(1986)-  31 26 23.     (N)    094 21 48.     (W)     SCALED    
 BY0346* NAVD 88     -        76.69   (+/-2cm)     251.6    (feet)  VERTCON   
 BY0346  ___________________________________________________________________
 BY0346  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BY0346
 BY0346  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0346
 BY0346.The horizontal coordinates were scaled from a topographic map and have
 BY0346.an estimated accuracy of +/- 6 seconds.
 BY0346
 BY0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0346.The vertical order pertains to the NGVD 29 superseded value.
 BY0346
 BY0346.The geoid height was determined by GEOID03.
 BY0346
 BY0346;                    North         East    Units  Estimated Accuracy
 BY0346;SPC TX C     - 3,211,780.    1,267,200.      MT  (+/- 180 meters Scaled)
 BY0346
 BY0346                          SUPERSEDED SURVEY CONTROL
 BY0346
 BY0346  NGVD 29 (??/??/92)   76.732  (m)          251.74   (f) ADJ UNCH    2 0
 BY0346
 BY0346.Superseded values are not recommended for survey control.
 BY0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0346.See file dsdata.txt to determine how the superseded data were derived.
 BY0346
 BY0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ704791(NAD 83)
 BY0346_MARKER: DB = BENCH MARK DISK
 BY0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0346_STAMPING: U 98 1952
 BY0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0346+STABILITY: SURFACE MOTION
 BY0346
 BY0346  HISTORY     - Date     Condition        Report By
 BY0346  HISTORY     - 1952     MONUMENTED       CGS
 BY0346  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0346
 BY0346                          STATION DESCRIPTION
 BY0346
 BY0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0346'6.65 MI NE FROM ETOILE.
 BY0346'4.3 MILES NORTHEAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM
 BY0346'THE CITY SERVICE STATION AT ETOILE, THENCE 0.25 MILE SOUTHEAST ALONG
 BY0346'AN OLD TRAM ROAD, THENCE 2.1 MILES EAST ALONG A WOODS ROAD, 0.2 MILE
 BY0346'EAST OF A DIM WOODS ROAD LEADING SOUTHWEST, 28 FEET NORTH OF THE
 BY0346'CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE
 BY0346'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY0346
 BY0346                          STATION RECOVERY (1998)
 BY0346
 BY0346'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1370 ***********************************************************************
 BL1370  DESIGNATION -  U 980
 BL1370  PID         -  BL1370
 BL1370  STATE/COUNTY-  TX/SAN JACINTO
 BL1370  USGS QUAD   -  BEAR CREEK (1976)
 BL1370
 BL1370                         *CURRENT SURVEY CONTROL
 BL1370  ___________________________________________________________________
 BL1370* NAD 83(1986)-  30 25 26.     (N)    095 08 26.     (W)     SCALED    
 BL1370* NAVD 88     -        53.90   (+/-2cm)     176.8    (feet)  VERTCON   
 BL1370  ___________________________________________________________________
 BL1370  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL1370
 BL1370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1370
 BL1370.The horizontal coordinates were scaled from a topographic map and have
 BL1370.an estimated accuracy of +/- 6 seconds.
 BL1370
 BL1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1370.The vertical order pertains to the NGVD 29 superseded value.
 BL1370
 BL1370.The geoid height was determined by GEOID03.
 BL1370
 BL1370;                    North         East    Units  Estimated Accuracy
 BL1370;SPC TX C     - 3,095,580.    1,198,670.      MT  (+/- 180 meters Scaled)
 BL1370
 BL1370                          SUPERSEDED SURVEY CONTROL
 BL1370
 BL1370  NGVD 29 (??/??/92)   53.907  (m)          176.86   (f) ADJ UNCH    2 0
 BL1370
 BL1370.Superseded values are not recommended for survey control.
 BL1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1370.See file dsdata.txt to determine how the superseded data were derived.
 BL1370
 BL1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP944677(NAD 83)
 BL1370_MARKER: DB = BENCH MARK DISK
 BL1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1370_STAMPING: U 980 1947
 BL1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1370+STABILITY: SURFACE MOTION
 BL1370
 BL1370  HISTORY     - Date     Condition        Report By
 BL1370  HISTORY     - 1947     MONUMENTED       CGS
 BL1370
 BL1370                          STATION DESCRIPTION
 BL1370
 BL1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1370'10.2 MI NW FROM CLEVELAND.
 BL1370'3.0 MILES NORTH ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BL1370'RAILROAD STATION AT CLEVELAND, THENCE 2.3 MILES NORTHWEST ALONG A DIRT
 BL1370'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 2.2 MILES
 BL1370'NORTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 216, THENCE 1.5 MILES
 BL1370'NORTHWEST ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215, 1.0 MILE
 BL1370'NORTHWEST OF A STEEL BRIDGE OVER THE SAN JACINTO RIVER, 119.0 FEET
 BL1370'SOUTHEAST OF AN OIL PIPE LINE, 31.0 FEET SOUTH OF AND LEVEL WITH THE
 BL1370'CENTER LINE OF THE ROAD, 27.0 FEET NORTH OF A 14-INCH OAK TREE, 8.2
 BL1370'FEET WEST OF A 10-INCH OAK TREE WITH A TRIANGULAR BLAZE, 1.8 FEET EAST
 BL1370'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BL1370'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1021 ***********************************************************************
 BL1021  DESIGNATION -  U 981
 BL1021  PID         -  BL1021
 BL1021  STATE/COUNTY-  TX/SAN JACINTO
 BL1021  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1021
 BL1021                         *CURRENT SURVEY CONTROL
 BL1021  ___________________________________________________________________
 BL1021* NAD 83(1986)-  30 41 48.     (N)    095 10 57.     (W)     SCALED    
 BL1021* NAVD 88     -        47.54   (+/-2cm)     156.0    (feet)  VERTCON   
 BL1021  ___________________________________________________________________
 BL1021  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL1021
 BL1021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1021
 BL1021.The horizontal coordinates were scaled from a topographic map and have
 BL1021.an estimated accuracy of +/- 6 seconds.
 BL1021
 BL1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1021.The vertical order pertains to the NGVD 29 superseded value.
 BL1021
 BL1021.The geoid height was determined by GEOID03.
 BL1021
 BL1021;                    North         East    Units  Estimated Accuracy
 BL1021;SPC TX C     - 3,125,600.    1,193,250.      MT  (+/- 180 meters Scaled)
 BL1021
 BL1021                          SUPERSEDED SURVEY CONTROL
 BL1021
 BL1021  NGVD 29 (??/??/92)   47.554  (m)          156.02   (f) ADJ UNCH    2 0
 BL1021
 BL1021.Superseded values are not recommended for survey control.
 BL1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1021.See file dsdata.txt to determine how the superseded data were derived.
 BL1021
 BL1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP909980(NAD 83)
 BL1021_MARKER: DB = BENCH MARK DISK
 BL1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1021_STAMPING: U 981 1947
 BL1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1021+STABILITY: SURFACE MOTION
 BL1021
 BL1021  HISTORY     - Date     Condition        Report By
 BL1021  HISTORY     - 1947     MONUMENTED       CGS
 BL1021
 BL1021                          STATION DESCRIPTION
 BL1021
 BL1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1021'4.2 MI SE FROM POINT BLANK.
 BL1021'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE AT
 BL1021'POINT BLANK, 80 YARDS SOUTHEAST OF A FARMHOUSE, 51.0 FEET EAST OF AND
 BL1021'6.0 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 32.3 FEET NORTH OF
 BL1021'A CONCRETE RIGHT OF WAY MARKER POST, 21.7 FEET NORTHWEST OF A 15 INCH
 BL1021'OAK TREE, 20.3 FEET WEST OF A 14 INCH HICKORY TREE, 2.4 FEET SOUTH OF
 BL1021'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BL1021'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1387 ***********************************************************************
 BL1387  DESIGNATION -  U 982
 BL1387  PID         -  BL1387
 BL1387  STATE/COUNTY-  TX/SAN JACINTO
 BL1387  USGS QUAD   -  CONROE NE (1976)
 BL1387
 BL1387                         *CURRENT SURVEY CONTROL
 BL1387  ___________________________________________________________________
 BL1387* NAD 83(1986)-  30 25 50.     (N)    095 19 28.     (W)     SCALED    
 BL1387* NAVD 88     -        77.32   (+/-2cm)     253.7    (feet)  VERTCON   
 BL1387  ___________________________________________________________________
 BL1387  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1387
 BL1387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1387
 BL1387.The horizontal coordinates were scaled from a topographic map and have
 BL1387.an estimated accuracy of +/- 6 seconds.
 BL1387
 BL1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1387.The vertical order pertains to the NGVD 29 superseded value.
 BL1387
 BL1387.The geoid height was determined by GEOID03.
 BL1387
 BL1387;                    North         East    Units  Estimated Accuracy
 BL1387;SPC TX C     - 3,095,510.    1,180,990.      MT  (+/- 180 meters Scaled)
 BL1387
 BL1387                          SUPERSEDED SURVEY CONTROL
 BL1387
 BL1387  NGVD 29 (??/??/92)   77.320  (m)          253.67   (f) ADJ UNCH    2 0
 BL1387
 BL1387.Superseded values are not recommended for survey control.
 BL1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1387.See file dsdata.txt to determine how the superseded data were derived.
 BL1387
 BL1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP767687(NAD 83)
 BL1387_MARKER: DB = BENCH MARK DISK
 BL1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1387_STAMPING: U 982 1947
 BL1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1387+STABILITY: SURFACE MOTION
 BL1387
 BL1387  HISTORY     - Date     Condition        Report By
 BL1387  HISTORY     - 1947     MONUMENTED       CGS
 BL1387
 BL1387                          STATION DESCRIPTION
 BL1387
 BL1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1387'9.7 MI E FROM WILLIS.
 BL1387'0.3 MILE SOUTH AND 9.4 MILES EAST ALONG THE WILLIS-EVERGREEN ROAD FROM
 BL1387'THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT WILLIS, 0.1 MILE
 BL1387'EAST OF A WOODEN BRIDGE OVER PEACH CREEK, 230.5 FEET SOUTHEAST OF THE
 BL1387'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE COUNTY LINE BAPTIST
 BL1387'CHURCH, 67.0 FEET NORTH OF THE CENTER OF THE MAIN EAST-WEST ROAD, 29.0
 BL1387'FEET EAST OF THE CENTER OF A ONE TRACK DIRT ROAD LEADING NORTH, 25.0
 BL1387'FEET NORTH NORTHWEST OF A FENCE CORNER POST, 2.0 FEET WEST OF A
 BL1387'NORTH-SOUTH FENCE LINE, 1.5 FOOT SOUTHEAST OF A REFERENCE POST, SET IN
 BL1387'A CONRETE POST ABOUT 2 FEET ABOVE THE ROADS AND ABOUT 0.2 FOOT BELOW
 BL1387'THE SURFACE OF THE GROUND.  NOTE-- THIS BENCH MARK IS AT THE JUNCTION
 BL1387'OF LINE NO.9 AND LINE NO.10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1949 ***********************************************************************
 BY1949  DESIGNATION -  U 983 RESET 1957
 BY1949  PID         -  BY1949
 BY1949  STATE/COUNTY-  TX/HOUSTON
 BY1949  USGS QUAD   -  AUSTONIO (1972)
 BY1949
 BY1949                         *CURRENT SURVEY CONTROL
 BY1949  ___________________________________________________________________
 BY1949* NAD 83(1986)-  31 09 13.     (N)    095 39 44.     (W)     SCALED    
 BY1949* NAVD 88     -        55.23   (+/-2cm)     181.2    (feet)  VERTCON   
 BY1949  ___________________________________________________________________
 BY1949  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1949
 BY1949  VERT ORDER  -  THIRD (See Below)
 BY1949
 BY1949.The horizontal coordinates were scaled from a topographic map and have
 BY1949.an estimated accuracy of +/- 6 seconds.
 BY1949
 BY1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1949.The vertical order pertains to the NGVD 29 superseded value.
 BY1949
 BY1949.The geoid height was determined by GEOID03.
 BY1949
 BY1949;                    North         East    Units  Estimated Accuracy
 BY1949;SPC TX C     - 3,174,180.    1,145,210.      MT  (+/- 180 meters Scaled)
 BY1949
 BY1949                          SUPERSEDED SURVEY CONTROL
 BY1949
 BY1949  NGVD 29 (??/??/??)   55.23   (m)          181.2    (f) RESET       3  
 BY1949
 BY1949.Superseded values are not recommended for survey control.
 BY1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1949.See file dsdata.txt to determine how the superseded data were derived.
 BY1949
 BY1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ462496(NAD 83)
 BY1949_MARKER: DB = BENCH MARK DISK
 BY1949_SETTING: 0 = UNSPECIFIED SETTING
 BY1949_STAMPING: U 983 RESET 1957
 BY1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1949
 BY1949  HISTORY     - Date     Condition        Report By
 BY1949  HISTORY     - 1957     MONUMENTED       TXHD
 BY1949  HISTORY     - 1958     GOOD             TXHD
 BY1949
 BY1949                          STATION DESCRIPTION
 BY1949
 BY1949'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 BY1949'2.8 MI SW FROM AUSTONIO.
 BY1949'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE HIGH SCHOOL AT
 BY1949'AUSTONIO.  1.0 MILE NORTHEAST OF A CROSSROAD AT STUMPVILLE (RENAMED
 BY1949'MAPELTON), 41 FEET SOUTHEAST OF THE SOUTHEAST CORNER WINGWALL OF A
 BY1949'THREE BARREL 10 X 6 FT. CONCRETE CULVERT, 49 FEET SOUTHEAST OF THE
 BY1949'CENTERLINE OF STATE HIGHWAY 21, AND 1.0 FOOT NORTHWEST OF THE
 BY1949'RIGHT-OF-WAY FENCE AT A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0863 ***********************************************************************
 BL0863  DESIGNATION -  U 984
 BL0863  PID         -  BL0863
 BL0863  STATE/COUNTY-  TX/WALKER
 BL0863  USGS QUAD   -  RIVERSIDE (1997)
 BL0863
 BL0863                         *CURRENT SURVEY CONTROL
 BL0863  ___________________________________________________________________
 BL0863* NAD 83(1986)-  30 51 27.     (N)    095 29 53.     (W)     SCALED    
 BL0863* NAVD 88     -        68.27   (+/-2cm)     224.0    (feet)  VERTCON   
 BL0863  ___________________________________________________________________
 BL0863  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BL0863
 BL0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0863
 BL0863.The horizontal coordinates were scaled from a topographic map and have
 BL0863.an estimated accuracy of +/- 6 seconds.
 BL0863
 BL0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0863.The vertical order pertains to the NGVD 29 superseded value.
 BL0863
 BL0863.The geoid height was determined by GEOID03.
 BL0863
 BL0863;                    North         East    Units  Estimated Accuracy
 BL0863;SPC TX C     - 3,142,060.    1,162,280.      MT  (+/- 180 meters Scaled)
 BL0863
 BL0863                          SUPERSEDED SURVEY CONTROL
 BL0863
 BL0863  NGVD 29 (??/??/92)   68.280  (m)          224.02   (f) ADJ UNCH    2 0
 BL0863
 BL0863.Superseded values are not recommended for survey control.
 BL0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0863.See file dsdata.txt to determine how the superseded data were derived.
 BL0863
 BL0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ611164(NAD 83)
 BL0863_MARKER: DB = BENCH MARK DISK
 BL0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0863_STAMPING: U 984 1947
 BL0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0863+STABILITY: SURFACE MOTION
 BL0863
 BL0863  HISTORY     - Date     Condition        Report By
 BL0863  HISTORY     - 1947     MONUMENTED       CGS
 BL0863  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0863
 BL0863                          STATION DESCRIPTION
 BL0863
 BL0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0863'6.6 MI W FROM RIVERSIDE.
 BL0863'6.6 MILES WEST ALONG A GRAVEL ROAD FROM THE RIVERSIDE HIGH SCHOOL AT
 BL0863'RIVERSIDE, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 55.0 FEET
 BL0863'NORTHWEST OF THE CENTER OF THE MAIN ROAD, 28.0 FEET NORTHEAST OF THE
 BL0863'CENTER OF A STEEL CATTLE GUARD ACROSS THE ROAD LEADING NORTH, 2.5 FEET
 BL0863'SOUTHWEST OF A REFERENCE POST, 1.5 FOOT SOUTHEAST OF THE NORTHWEST
 BL0863'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 BL0863'THE ROAD AND PROJECTING 0.2 FOOT.
 BL0863
 BL0863                          STATION RECOVERY (1996)
 BL0863
 BL0863'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0391 ***********************************************************************
 BZ0391  DESIGNATION -  U 985
 BZ0391  PID         -  BZ0391
 BZ0391  STATE/COUNTY-  TX/LEON
 BZ0391  USGS QUAD   -  BUFFALO (1982)
 BZ0391
 BZ0391                         *CURRENT SURVEY CONTROL
 BZ0391  ___________________________________________________________________
 BZ0391* NAD 83(1986)-  31 29 11.     (N)    096 01 02.     (W)     SCALED    
 BZ0391* NAVD 88     -        95.43   (+/-2cm)     313.1    (feet)  VERTCON   
 BZ0391  ___________________________________________________________________
 BZ0391  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BZ0391
 BZ0391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0391
 BZ0391.The horizontal coordinates were scaled from a topographic map and have
 BZ0391.an estimated accuracy of +/- 6 seconds.
 BZ0391
 BZ0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0391.The vertical order pertains to the NGVD 29 superseded value.
 BZ0391
 BZ0391.The geoid height was determined by GEOID03.
 BZ0391
 BZ0391;                    North         East    Units  Estimated Accuracy
 BZ0391;SPC TX C     - 3,209,680.    1,109,960.      MT  (+/- 180 meters Scaled)
 BZ0391
 BZ0391                          SUPERSEDED SURVEY CONTROL
 BZ0391
 BZ0391  NGVD 29 (??/??/92)   95.398  (m)          312.98   (f) ADJ UNCH    2 0
 BZ0391
 BZ0391.Superseded values are not recommended for survey control.
 BZ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0391.See file dsdata.txt to determine how the superseded data were derived.
 BZ0391
 BZ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV833873(NAD 83)
 BZ0391_MARKER: DB = BENCH MARK DISK
 BZ0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0391_STAMPING: U 985 1947
 BZ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0391+STABILITY: SURFACE MOTION
 BZ0391
 BZ0391  HISTORY     - Date     Condition        Report By
 BZ0391  HISTORY     - 1947     MONUMENTED       CGS
 BZ0391
 BZ0391                          STATION DESCRIPTION
 BZ0391
 BZ0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0391'3.1 MI NE FROM BUFFALO.
 BZ0391'ABOUT 3.1 MILES NORTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN
 BZ0391'RAILROAD FROM THE STATION AT BUFFALO TO THE SITE OF THE BENCH MARK.
 BZ0391'THE MARK IS ABOUT 2 POLES SOUTHWEST OF MILEPOST 31/20, ABOUT 60 YARDS
 BZ0391'SOUTHWEST OF A RAILWAY SIGNAL CONTROL BOX 35 FEET SOUTHEAST OF AND 4
 BZ0391'FEET HIGHER THAN THE CENTER LINE OF THE TRACK, 35 FEET NORTHWEST OF
 BZ0391'THE CENTER LINE OF A ROAD, 16 FEET NORTHWEST OF A FENCE, 16 FEET
 BZ0391'SOUTHWEST OF A POLE, AND 3 FEET NORTH OF A 4X4 MARKER POST.  A BRONZE
 BZ0391'DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE
 BZ0391'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0979 ***********************************************************************
 BL0979  DESIGNATION -  U 986
 BL0979  PID         -  BL0979
 BL0979  STATE/COUNTY-  TX/POLK
 BL0979  USGS QUAD   -  BLANCHARD (1972)
 BL0979
 BL0979                         *CURRENT SURVEY CONTROL
 BL0979  ___________________________________________________________________
 BL0979* NAD 83(1986)-  30 44 07.     (N)    095 03 54.     (W)     SCALED    
 BL0979* NAVD 88     -        47.93   (+/-2cm)     157.3    (feet)  VERTCON   
 BL0979  ___________________________________________________________________
 BL0979  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL0979
 BL0979  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0979
 BL0979.The horizontal coordinates were scaled from a topographic map and have
 BL0979.an estimated accuracy of +/- 6 seconds.
 BL0979
 BL0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0979.The vertical order pertains to the NGVD 29 superseded value.
 BL0979
 BL0979.The geoid height was determined by GEOID03.
 BL0979
 BL0979;                    North         East    Units  Estimated Accuracy
 BL0979;SPC TX C     - 3,130,410.    1,204,290.      MT  (+/- 180 meters Scaled)
 BL0979
 BL0979                          SUPERSEDED SURVEY CONTROL
 BL0979
 BL0979  NGVD 29 (??/??/92)   47.949  (m)          157.31   (f) ADJ UNCH    2 0
 BL0979
 BL0979.Superseded values are not recommended for survey control.
 BL0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0979.See file dsdata.txt to determine how the superseded data were derived.
 BL0979
 BL0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ023020(NAD 83)
 BL0979_MARKER: DB = BENCH MARK DISK
 BL0979_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0979_SP_SET: CULVERT
 BL0979_STAMPING: U 986 1947
 BL0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0979
 BL0979  HISTORY     - Date     Condition        Report By
 BL0979  HISTORY     - 1947     MONUMENTED       CGS
 BL0979  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0979
 BL0979                          STATION DESCRIPTION
 BL0979
 BL0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0979'0.9 MI W FROM BLANCHARD.
 BL0979'0.9 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL0979'BLANCHARD, 21.6 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BL0979'THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A
 BL0979'CONCRETE BOX CULVERT, 1.0 FOOT EAST OF THE WEST END OF THE HEADWALL.
 BL0979
 BL0979                          STATION RECOVERY (1997)
 BL0979
 BL0979'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1098 ***********************************************************************
 BL1098  DESIGNATION -  U 987
 BL1098  PID         -  BL1098
 BL1098  STATE/COUNTY-  TX/WALKER
 BL1098  USGS QUAD   -  OAKHURST (1972)
 BL1098
 BL1098                         *CURRENT SURVEY CONTROL
 BL1098  ___________________________________________________________________
 BL1098* NAD 83(1986)-  30 38 27.     (N)    095 21 37.     (W)     SCALED    
 BL1098* NAVD 88     -       104.48   (+/-2cm)     342.8    (feet)  VERTCON   
 BL1098  ___________________________________________________________________
 BL1098  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1098
 BL1098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1098
 BL1098.The horizontal coordinates were scaled from a topographic map and have
 BL1098.an estimated accuracy of +/- 6 seconds.
 BL1098
 BL1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1098.The vertical order pertains to the NGVD 29 superseded value.
 BL1098
 BL1098.The geoid height was determined by GEOID03.
 BL1098
 BL1098;                    North         East    Units  Estimated Accuracy
 BL1098;SPC TX C     - 3,118,650.    1,176,510.      MT  (+/- 180 meters Scaled)
 BL1098
 BL1098                          SUPERSEDED SURVEY CONTROL
 BL1098
 BL1098  NGVD 29 (??/??/92)  104.488  (m)          342.81   (f) ADJ UNCH    2 0
 BL1098
 BL1098.Superseded values are not recommended for survey control.
 BL1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1098.See file dsdata.txt to determine how the superseded data were derived.
 BL1098
 BL1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP738921(NAD 83)
 BL1098_MARKER: DB = BENCH MARK DISK
 BL1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1098_STAMPING: U 987 1947
 BL1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1098+STABILITY: SURFACE MOTION
 BL1098
 BL1098  HISTORY     - Date     Condition        Report By
 BL1098  HISTORY     - 1947     MONUMENTED       CGS
 BL1098
 BL1098                          STATION DESCRIPTION
 BL1098
 BL1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1098'13.2 MI NE FROM NEW WAVERLY.
 BL1098'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1098'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1098'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A
 BL1098'GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE 2.0 MILES NORTHEAST ALONG
 BL1098'A GRADED DIRT ROAD TO A CROSS ROADS, THENCE 3.7 MILES NORTHEAST ALONG
 BL1098'A GRADED DIRT ROAD, THENCE 0.8 MILE NORTHWEST ALONG A GRADED DIRT
 BL1098'ROAD, THENCE 3.5 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 1.0 MILE
 BL1098'SOUTHWEST OF BENCH MARK X 982, 150 YARDS NORTHEAST OF A TRAIL LEADING
 BL1098'SOUTH, 55.0 FEET EAST OF A 14 INCH PINE TREE, 46.0 FEET NORTHWEST OF A
 BL1098'24 INCH LEANING OAK TREE, 34.0 FEET SOUTHEAST OF AND LEVEL WITH THE
 BL1098'CENTER LINE OF THE ROAD, 17.0 FEET WEST OF A 24 INCH TRIANGULAR BLAZED
 BL1098'PINE TREE, 10.0 FEET NORTHEAST OF A 10 INCH OAK TREE, 2.0 FEET WEST OF
 BL1098'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 BL1098'INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0889 ***********************************************************************
 BL0889  DESIGNATION -  U 988
 BL0889  PID         -  BL0889
 BL0889  STATE/COUNTY-  TX/POLK
 BL0889  USGS QUAD   -  BLANCHARD (1972)
 BL0889
 BL0889                         *CURRENT SURVEY CONTROL
 BL0889  ___________________________________________________________________
 BL0889* NAD 83(1986)-  30 44 56.     (N)    095 03 38.     (W)     SCALED    
 BL0889* NAVD 88     -        45.46   (+/-2cm)     149.1    (feet)  VERTCON   
 BL0889  ___________________________________________________________________
 BL0889  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL0889
 BL0889  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0889
 BL0889.The horizontal coordinates were scaled from a topographic map and have
 BL0889.an estimated accuracy of +/- 6 seconds.
 BL0889
 BL0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0889.The vertical order pertains to the NGVD 29 superseded value.
 BL0889
 BL0889.The geoid height was determined by GEOID03.
 BL0889
 BL0889;                    North         East    Units  Estimated Accuracy
 BL0889;SPC TX C     - 3,131,930.    1,204,640.      MT  (+/- 180 meters Scaled)
 BL0889
 BL0889                          SUPERSEDED SURVEY CONTROL
 BL0889
 BL0889  NGVD 29 (??/??/92)   45.475  (m)          149.20   (f) ADJ UNCH    2 0
 BL0889
 BL0889.Superseded values are not recommended for survey control.
 BL0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0889.See file dsdata.txt to determine how the superseded data were derived.
 BL0889
 BL0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ027035(NAD 83)
 BL0889_MARKER: DB = BENCH MARK DISK
 BL0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0889_SP_SET: PINE TREE
 BL0889_STAMPING: U 988 1947
 BL0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0889
 BL0889  HISTORY     - Date     Condition        Report By
 BL0889  HISTORY     - 1947     MONUMENTED       CGS
 BL0889  HISTORY     - 1960     GOOD             USGS
 BL0889  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0889
 BL0889                          STATION DESCRIPTION
 BL0889
 BL0889'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BL0889'1 MI NW FROM BLANCHARD.
 BL0889'FROM THE GENERAL STORE AT BLANCHARD, 1 MILE NORTHWEST ALONG A GRADED
 BL0889'DIRT ROAD FROMERLY AN OLD RAILROAD GRADE OF A DISMANTLED TRACK OF THE
 BL0889'WACO, BEAUMONT, TRINITY AND SABINE RAILROAD, 135 FEET SOUTHEAST OF A
 BL0889'SHARP BEND TO THE WEST IN THE ROAD AND WHERE IT FORKS OFF AND LEAVES
 BL0889'THE OLD RAILROAD GRADE, 100 FEET SOUTHEAST OF A CULVERT UNDER THE
 BL0889'ROAD, 30 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 85 FEET
 BL0889'NORTHEAST OF AND DIRECTLY ACROSS THE ROAD CUT FROM BM 988, 13 FEET
 BL0889'ABOVE THE GROUND, SET VERTICALLY IN THE WEST FACE OF AN 18 INCH PINE
 BL0889'TREE.
 BL0889
 BL0889                          STATION RECOVERY (1997)
 BL0889
 BL0889'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1391 ***********************************************************************
 BL1391  DESIGNATION -  U 989
 BL1391  PID         -  BL1391
 BL1391  STATE/COUNTY-  TX/SAN JACINTO
 BL1391  USGS QUAD   -  CONROE NE (1976)
 BL1391
 BL1391                         *CURRENT SURVEY CONTROL
 BL1391  ___________________________________________________________________
 BL1391* NAD 83(1986)-  30 28 17.     (N)    095 19 58.     (W)     SCALED    
 BL1391* NAVD 88     -        97.79   (+/-2cm)     320.8    (feet)  VERTCON   
 BL1391  ___________________________________________________________________
 BL1391  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1391
 BL1391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1391
 BL1391.The horizontal coordinates were scaled from a topographic map and have
 BL1391.an estimated accuracy of +/- 6 seconds.
 BL1391
 BL1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1391.The vertical order pertains to the NGVD 29 superseded value.
 BL1391
 BL1391.The geoid height was determined by GEOID03.
 BL1391
 BL1391;                    North         East    Units  Estimated Accuracy
 BL1391;SPC TX C     - 3,100,000.    1,179,990.      MT  (+/- 180 meters Scaled)
 BL1391
 BL1391                          SUPERSEDED SURVEY CONTROL
 BL1391
 BL1391  NGVD 29 (??/??/92)   97.797  (m)          320.86   (f) ADJ UNCH    2 0
 BL1391
 BL1391.Superseded values are not recommended for survey control.
 BL1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1391.See file dsdata.txt to determine how the superseded data were derived.
 BL1391
 BL1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP760733(NAD 83)
 BL1391_MARKER: DB = BENCH MARK DISK
 BL1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1391_STAMPING: U 989 1947
 BL1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1391+STABILITY: SURFACE MOTION
 BL1391
 BL1391  HISTORY     - Date     Condition        Report By
 BL1391  HISTORY     - 1947     MONUMENTED       CGS
 BL1391
 BL1391                          STATION DESCRIPTION
 BL1391
 BL1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1391'13.9 MI NE FROM WILLIS.
 BL1391'0.3 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE RAILROAD STATION AT
 BL1391'WILLIS, THENCE 4.3 MILES EAST ALONG AN ASPHALT ROAD, THENCE 5.0 MILES
 BL1391'EAST ALONG A GRAVELED ROAD TO A ROAD JUNCTION AT PEACH CREEK, THENCE
 BL1391'0.1 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.6 MILES NORTH ALONG A
 BL1391'TRAIL, THENCE 1.0 MILE WEST ALONG A TRAIL, THENCE 0.6 MILE NORTH ALONG
 BL1391'A TRAIL, 44.0 FEET WEST OF A 20 INCH OAK TREE, 30.0 FEET SOUTH OF A 14
 BL1391'INCH PINE TREE, 26.0 FEET NORTH OF A 16 INCH FORKED GUM TREE, 18.0
 BL1391'FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE TRAIL, 2.0 FEET
 BL1391'WEST OF A WITNESS POST, AT THE NORTH EDGE OF A CLEARING, SET IN THE
 BL1391'TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUNG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0118 ***********************************************************************
 BL0118  DESIGNATION -  U 99
 BL0118  PID         -  BL0118
 BL0118  STATE/COUNTY-  TX/JASPER
 BL0118  USGS QUAD   -  PACE HILL (1984)
 BL0118
 BL0118                         *CURRENT SURVEY CONTROL
 BL0118  ___________________________________________________________________
 BL0118* NAD 83(1986)-  30 55 24.     (N)    094 09 31.     (W)     SCALED    
 BL0118* NAVD 88     -        28.97   (+/-2cm)      95.0    (feet)  VERTCON   
 BL0118  ___________________________________________________________________
 BL0118  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0118
 BL0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0118
 BL0118.The horizontal coordinates were scaled from a topographic map and have
 BL0118.an estimated accuracy of +/- 6 seconds.
 BL0118
 BL0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0118.The vertical order pertains to the NGVD 29 superseded value.
 BL0118
 BL0118.The geoid height was determined by GEOID03.
 BL0118
 BL0118;                    North         East    Units  Estimated Accuracy
 BL0118;SPC TX C     - 3,155,680.    1,289,810.      MT  (+/- 180 meters Scaled)
 BL0118
 BL0118                          SUPERSEDED SURVEY CONTROL
 BL0118
 BL0118  NGVD 29 (??/??/92)   28.978  (m)           95.07   (f) ADJ UNCH    2 0
 BL0118
 BL0118.Superseded values are not recommended for survey control.
 BL0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0118.See file dsdata.txt to determine how the superseded data were derived.
 BL0118
 BL0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ893216(NAD 83)
 BL0118_MARKER: DB = BENCH MARK DISK
 BL0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0118_STAMPING: U 99 1952
 BL0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0118+STABILITY: SURFACE MOTION
 BL0118
 BL0118  HISTORY     - Date     Condition        Report By
 BL0118  HISTORY     - 1952     MONUMENTED       CGS
 BL0118  HISTORY     - 1978     MARK NOT FOUND   USGS
 BL0118
 BL0118                          STATION DESCRIPTION
 BL0118
 BL0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0118'21.65 MI NW FROM JASPER.
 BL0118'14.25 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BL0118'JASPER, THENCE 1.95 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BL0118'0.7 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTHEAST
 BL0118'ALONG A GRADED DIRT ROAD, THENCE 3.85 MILES SOUTHEAST ALONG AN
 BL0118'ABANDONED WOODS ROAD, ON THE SOUTHWEST BANK OF THE ANGELINA RIVER, 0.3
 BL0118'MILE SOUTHEAST OF A WOODS ROAD LEADING SOUTHWEST, 31 FEET SOUTHWEST OF
 BL0118'THE CENTER LINE OF A FOOT PATH WHICH LEADS TO THE RIVER, 24.6 FEET
 BL0118'NORTHWEST OF A 14 INCH TRIANGULAR BLAZED GUM TREE, 1.3 FEET SOUTHEAST
 BL0118'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL0118'0.6 FOOT ABOVE THE GROUND.
 BL0118
 BL0118                          STATION RECOVERY (1978)
 BL0118
 BL0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0928 ***********************************************************************
 CR0928  DESIGNATION -  U 990
 CR0928  PID         -  CR0928
 CR0928  STATE/COUNTY-  TX/VAN ZANDT
 CR0928  USGS QUAD   -  VAN (1981)
 CR0928
 CR0928                         *CURRENT SURVEY CONTROL
 CR0928  ___________________________________________________________________
 CR0928* NAD 83(1986)-  32 31 27.     (N)    095 38 47.     (W)     SCALED    
 CR0928* NAVD 88     -       153.553  (meters)     503.78   (feet)  ADJUSTED  
 CR0928  ___________________________________________________________________
 CR0928  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CR0928  DYNAMIC HT  -         153.376 (meters)     503.20  (feet)  COMP
 CR0928  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 CR0928
 CR0928  VERT ORDER  -  SECOND    CLASS 0
 CR0928
 CR0928.The horizontal coordinates were scaled from a topographic map and have
 CR0928.an estimated accuracy of +/- 6 seconds.
 CR0928
 CR0928.The orthometric height was determined by differential leveling
 CR0928.and adjusted by the National Geodetic Survey in June 1991..
 CR0928
 CR0928.The geoid height was determined by GEOID03.
 CR0928
 CR0928.The dynamic height is computed by dividing the NAVD 88
 CR0928.geopotential number by the normal gravity value computed on the
 CR0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0928.degrees latitude (g = 980.6199 gals.).
 CR0928
 CR0928.The modeled gravity was interpolated from observed gravity values.
 CR0928
 CR0928;                    North         East    Units  Estimated Accuracy
 CR0928;SPC TXNC     - 2,098,730.      868,050.      MT  (+/- 180 meters Scaled)
 CR0928
 CR0928                          SUPERSEDED SURVEY CONTROL
 CR0928
 CR0928  NGVD 29 (??/??/92)  153.571  (m)          503.84   (f) ADJ UNCH    2 0
 CR0928
 CR0928.Superseded values are not recommended for survey control.
 CR0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0928.See file dsdata.txt to determine how the superseded data were derived.
 CR0928
 CR0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS514016(NAD 83)
 CR0928_MARKER: DB = BENCH MARK DISK
 CR0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0928_STAMPING: U 990 1948
 CR0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0928+STABILITY: SURFACE MOTION
 CR0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0928+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0928
 CR0928  HISTORY     - Date     Condition        Report By
 CR0928  HISTORY     - 1948     MONUMENTED       CGS
 CR0928  HISTORY     - 19950904 POOR             USPSQD
 CR0928  HISTORY     - 20040605 GOOD             USPSQD
 CR0928  HISTORY     - 20050711 GOOD             USPSQD
 CR0928
 CR0928                          STATION DESCRIPTION
 CR0928
 CR0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0928'0.8 MI W FROM VAN.
 CR0928'0.8 MILE WEST ALONG THE COLFAX-VAN HIGHWAY FROM THE HIGH SCHOOL AT
 CR0928'VAN, 299.1 FEET EAST OF THE EAST END OF THE SOUTH HEADWALL OF A
 CR0928'CONCRETE CULVERT, 90.0 FEET EAST OF THE CENTER LINE OF A DIRT ROAD
 CR0928'LEADING SOUTH, 50.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.6
 CR0928'FEET EAST OF A T FENCE CORNER, 2.6 FEET WEST OF A REFERENCE POST, 0.8
 CR0928'FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CR0928'0.5 FOOT ABOVE THE GROUND.
 CR0928
 CR0928                          STATION RECOVERY (1995)
 CR0928
 CR0928'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0928'MARK RECOVERED IN POOR CONDITION.
 CR0928
 CR0928                          STATION RECOVERY (2004)
 CR0928
 CR0928'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0928'RECOVERED IN GOOD CONDITION.
 CR0928
 CR0928                          STATION RECOVERY (2005)
 CR0928
 CR0928'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0914 ***********************************************************************
 CR0914  DESIGNATION -  U 991
 CR0914  PID         -  CR0914
 CR0914  STATE/COUNTY-  TX/SMITH
 CR0914  USGS QUAD   -  GOLDEN (1981)
 CR0914
 CR0914                         *CURRENT SURVEY CONTROL
 CR0914  ___________________________________________________________________
 CR0914* NAD 83(1986)-  32 39 38.     (N)    095 34 50.     (W)     SCALED    
 CR0914* NAVD 88     -       103.333  (meters)     339.02   (feet)  ADJUSTED  
 CR0914  ___________________________________________________________________
 CR0914  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CR0914  DYNAMIC HT  -         103.215 (meters)     338.63  (feet)  COMP
 CR0914  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 CR0914
 CR0914  VERT ORDER  -  SECOND    CLASS 0
 CR0914
 CR0914.The horizontal coordinates were scaled from a topographic map and have
 CR0914.an estimated accuracy of +/- 6 seconds.
 CR0914
 CR0914.The orthometric height was determined by differential leveling
 CR0914.and adjusted by the National Geodetic Survey in June 1991..
 CR0914
 CR0914.The geoid height was determined by GEOID03.
 CR0914
 CR0914.The dynamic height is computed by dividing the NAVD 88
 CR0914.geopotential number by the normal gravity value computed on the
 CR0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0914.degrees latitude (g = 980.6199 gals.).
 CR0914
 CR0914.The modeled gravity was interpolated from observed gravity values.
 CR0914
 CR0914;                    North         East    Units  Estimated Accuracy
 CR0914;SPC TXNC     - 2,114,020.      873,810.      MT  (+/- 180 meters Scaled)
 CR0914
 CR0914                          SUPERSEDED SURVEY CONTROL
 CR0914
 CR0914  NGVD 29 (??/??/92)  103.356  (m)          339.09   (f) ADJ UNCH    2 0
 CR0914
 CR0914.Superseded values are not recommended for survey control.
 CR0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0914.See file dsdata.txt to determine how the superseded data were derived.
 CR0914
 CR0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS579166(NAD 83)
 CR0914_MARKER: DB = BENCH MARK DISK
 CR0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0914_STAMPING: U 991 1948
 CR0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0914+STABILITY: SURFACE MOTION
 CR0914
 CR0914  HISTORY     - Date     Condition        Report By
 CR0914  HISTORY     - 1948     MONUMENTED       CGS
 CR0914  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0914
 CR0914                          STATION DESCRIPTION
 CR0914
 CR0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0914'4.95 MI N FROM JAMESTOWN.
 CR0914'4.95 MILES NORTH ALONG AN ASPHALT ROAD FROM THE CHURCH OF CHRIST AT
 CR0914'JAMESTOWN, 366.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A 135-FOOT
 CR0914'BRIDGE, 31.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 15.0 FEET SOUTH
 CR0914'END OF A WIRE GATE, 14.7 FEET NORTHEAST OF A BRACED TELEPHONE POLE,
 CR0914'4.6 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN
 CR0914'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0914
 CR0914                          STATION RECOVERY (1996)
 CR0914
 CR0914'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1010 ***********************************************************************
 CR1010  DESIGNATION -  U 992
 CR1010  PID         -  CR1010
 CR1010  STATE/COUNTY-  TX/VAN ZANDT
 CR1010  USGS QUAD   -  FRUITVALE (1962)
 CR1010
 CR1010                         *CURRENT SURVEY CONTROL
 CR1010  ___________________________________________________________________
 CR1010* NAD 83(1986)-  32 38 21.     (N)    095 50 41.     (W)     SCALED    
 CR1010* NAVD 88     -       132.600  (meters)     435.04   (feet)  ADJUSTED  
 CR1010  ___________________________________________________________________
 CR1010  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CR1010  DYNAMIC HT  -         132.449 (meters)     434.54  (feet)  COMP
 CR1010  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 CR1010
 CR1010  VERT ORDER  -  SECOND    CLASS 0
 CR1010
 CR1010.The horizontal coordinates were scaled from a topographic map and have
 CR1010.an estimated accuracy of +/- 6 seconds.
 CR1010
 CR1010.The orthometric height was determined by differential leveling
 CR1010.and adjusted by the National Geodetic Survey in June 1991..
 CR1010
 CR1010.The geoid height was determined by GEOID03.
 CR1010
 CR1010.The dynamic height is computed by dividing the NAVD 88
 CR1010.geopotential number by the normal gravity value computed on the
 CR1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1010.degrees latitude (g = 980.6199 gals.).
 CR1010
 CR1010.The modeled gravity was interpolated from observed gravity values.
 CR1010
 CR1010;                    North         East    Units  Estimated Accuracy
 CR1010;SPC TXNC     - 2,110,990.      849,100.      MT  (+/- 180 meters Scaled)
 CR1010
 CR1010                          SUPERSEDED SURVEY CONTROL
 CR1010
 CR1010  NGVD 29 (??/??/92)  132.613  (m)          435.08   (f) ADJ UNCH    2 0
 CR1010
 CR1010.Superseded values are not recommended for survey control.
 CR1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1010.See file dsdata.txt to determine how the superseded data were derived.
 CR1010
 CR1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS331148(NAD 83)
 CR1010_MARKER: DB = BENCH MARK DISK
 CR1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR1010_SP_SET: BRIDGE
 CR1010_STAMPING: U 992 1948
 CR1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1010
 CR1010  HISTORY     - Date     Condition        Report By
 CR1010  HISTORY     - 1948     MONUMENTED       CGS
 CR1010  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1010
 CR1010                          STATION DESCRIPTION
 CR1010
 CR1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1010'5.8 MI N FROM CANTON.
 CR1010'5.8 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF SATATE
 CR1010'HIGHWAY 64 AT CANTON, 0.75 MILE SOUTH OF BENCH MARK T 992, 18.5 FEET
 CR1010'WEST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 5.9 FEET SOUTH
 CR1010'OF THE NORTH END OF AND SET IN THE TOP OF THE WEST CURB OF A 36-FOOT
 CR1010'FOUR FEET SOUTH OF THE NORTH END OF AND SET IN THE TOP OF THE WEST
 CR1010'CURB OF A 36-FOOT FOUR-CHANNEL CONCRETE BRIDGE.
 CR1010
 CR1010                          STATION RECOVERY (1995)
 CR1010
 CR1010'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1392 ***********************************************************************
 CR1392  DESIGNATION -  U 992 RESET
 CR1392  PID         -  CR1392
 CR1392  STATE/COUNTY-  TX/VAN ZANDT
 CR1392  USGS QUAD   -  FRUITVALE (1962)
 CR1392
 CR1392                         *CURRENT SURVEY CONTROL
 CR1392  ___________________________________________________________________
 CR1392* NAD 83(1986)-  32 38 21.     (N)    095 50 41.     (W)     SCALED    
 CR1392* NAVD 88     -       131.75   (meters)     432.2    (feet)  RESET     
 CR1392  ___________________________________________________________________
 CR1392  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CR1392
 CR1392  VERT ORDER  -  THIRD
 CR1392
 CR1392.The horizontal coordinates were scaled from a topographic map and have
 CR1392.an estimated accuracy of +/- 6 seconds.
 CR1392
 CR1392.The orthometric height was computed from unverified reset data.
 CR1392
 CR1392.The geoid height was determined by GEOID03.
 CR1392
 CR1392;                    North         East    Units  Estimated Accuracy
 CR1392;SPC TXNC     - 2,110,990.      849,100.      MT  (+/- 180 meters Scaled)
 CR1392
 CR1392                          SUPERSEDED SURVEY CONTROL
 CR1392
 CR1392  NGVD 29 (01/29/03)  131.76   (m)          432.3    (f) RESET       3  
 CR1392
 CR1392.Superseded values are not recommended for survey control.
 CR1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1392.See file dsdata.txt to determine how the superseded data were derived.
 CR1392
 CR1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS331148(NAD 83)
 CR1392_MARKER: DV = VERTICAL CONTROL DISK
 CR1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1392_SP_SET: CONCRETE POST
 CR1392_STAMPING: U 992 RESET 1985
 CR1392_MARK LOGO: NGS   
 CR1392_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1392+STABILITY: SURFACE MOTION
 CR1392
 CR1392  HISTORY     - Date     Condition        Report By
 CR1392  HISTORY     - 1985     MONUMENTED       LOCSUR
 CR1392  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1392
 CR1392                          STATION DESCRIPTION
 CR1392
 CR1392'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 CR1392'5.8 MILES (9.3 KM) NORTH ALONG STATE HIGHWAY 19 FROM INTERSECTION OF
 CR1392'STATE HIGHWAY 64 IN CANTON, 100 FEET (30.5 M) RIGHT OF ENGINEERS
 CR1392'STATION 527+17 ON STATE HIGHWAY 19, 2 FEET (0.6 M) EAST OF PROPERTY
 CR1392'CORNER CROSS TIE POST.
 CR1392
 CR1392                          STATION RECOVERY (1995)
 CR1392
 CR1392'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0702 ***********************************************************************
 CR0702  DESIGNATION -  U 993
 CR0702  PID         -  CR0702
 CR0702  STATE/COUNTY-  TX/VAN ZANDT
 CR0702  USGS QUAD   -  BEN WHEELER (1984)
 CR0702
 CR0702                         *CURRENT SURVEY CONTROL
 CR0702  ___________________________________________________________________
 CR0702* NAD 83(1986)-  32 23 05.     (N)    095 44 26.     (W)     SCALED    
 CR0702* NAVD 88     -       133.488  (meters)     437.95   (feet)  ADJUSTED  
 CR0702  ___________________________________________________________________
 CR0702  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CR0702  DYNAMIC HT  -         133.333 (meters)     437.44  (feet)  COMP
 CR0702  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 CR0702
 CR0702  VERT ORDER  -  SECOND    CLASS 0
 CR0702
 CR0702.The horizontal coordinates were scaled from a topographic map and have
 CR0702.an estimated accuracy of +/- 6 seconds.
 CR0702
 CR0702.The orthometric height was determined by differential leveling
 CR0702.and adjusted by the National Geodetic Survey in June 1991..
 CR0702
 CR0702.The geoid height was determined by GEOID03.
 CR0702
 CR0702.The dynamic height is computed by dividing the NAVD 88
 CR0702.geopotential number by the normal gravity value computed on the
 CR0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0702.degrees latitude (g = 980.6199 gals.).
 CR0702
 CR0702.The modeled gravity was interpolated from observed gravity values.
 CR0702
 CR0702;                    North         East    Units  Estimated Accuracy
 CR0702;SPC TXNC     - 2,083,040.      859,610.      MT  (+/- 180 meters Scaled)
 CR0702
 CR0702                          SUPERSEDED SURVEY CONTROL
 CR0702
 CR0702  NGVD 29 (??/??/92)  133.501  (m)          437.99   (f) ADJ UNCH    2 0
 CR0702
 CR0702.Superseded values are not recommended for survey control.
 CR0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0702.See file dsdata.txt to determine how the superseded data were derived.
 CR0702
 CR0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR421863(NAD 83)
 CR0702_MARKER: DB = BENCH MARK DISK
 CR0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0702_STAMPING: U 993 1948
 CR0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0702+STABILITY: SURFACE MOTION
 CR0702
 CR0702  HISTORY     - Date     Condition        Report By
 CR0702  HISTORY     - 1948     MONUMENTED       CGS
 CR0702  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0702  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0702
 CR0702                          STATION DESCRIPTION
 CR0702
 CR0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0702'6.8 MI SE FROM MARTIN MILLS.
 CR0702'3.0 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT MARTIN
 CR0702'MILLS, THENCE 0.95 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.65
 CR0702'MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.2 MILES EAST ALONG A
 CR0702'GRADED DIRT ROAD, 0.3 MILE EAST OF A ROAD INTERSECTION, 115.0 FEET
 CR0702'EAST OF THE CENTER LINE OF PRAIRIE CREEK, 37.0 FEET SOUTH OF THE
 CR0702'CENTER LINE OF THE ROAD, 11.9 FEET NORTH OF A 10-INCH SWEETGUM TREE,
 CR0702'1.5 FEET SOUTH OF A REFERENCE POST, 0.8 FOOT WEST OF A NORTH-SOUTH
 CR0702'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CR0702'GROUND.
 CR0702
 CR0702                          STATION RECOVERY (1995)
 CR0702
 CR0702'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0702'MARK NOT FOUND.
 CR0702
 CR0702                          STATION RECOVERY (2004)
 CR0702
 CR0702'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0117 ***********************************************************************
 BY0117  DESIGNATION -  U 994
 BY0117  PID         -  BY0117
 BY0117  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0117  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0117
 BY0117                         *CURRENT SURVEY CONTROL
 BY0117  ___________________________________________________________________
 BY0117* NAD 83(1986)-  31 31 20.     (N)    094 12 36.     (W)     SCALED    
 BY0117* NAVD 88     -       118.89   (+/-2cm)     390.1    (feet)  VERTCON   
 BY0117  ___________________________________________________________________
 BY0117  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY0117
 BY0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0117
 BY0117.The horizontal coordinates were scaled from a topographic map and have
 BY0117.an estimated accuracy of +/- 6 seconds.
 BY0117
 BY0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0117.The vertical order pertains to the NGVD 29 superseded value.
 BY0117
 BY0117.The geoid height was determined by GEOID03.
 BY0117
 BY0117;                    North         East    Units  Estimated Accuracy
 BY0117;SPC TX C     - 3,221,700.    1,281,260.      MT  (+/- 180 meters Scaled)
 BY0117
 BY0117                          SUPERSEDED SURVEY CONTROL
 BY0117
 BY0117  NGVD 29 (??/??/92)  118.918  (m)          390.15   (f) ADJ UNCH    2 0
 BY0117
 BY0117.Superseded values are not recommended for survey control.
 BY0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0117.See file dsdata.txt to determine how the superseded data were derived.
 BY0117
 BY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ851881(NAD 83)
 BY0117_MARKER: DB = BENCH MARK DISK
 BY0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0117_SP_SET: CULVERT
 BY0117_STAMPING: U 994 1949
 BY0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0117
 BY0117  HISTORY     - Date     Condition        Report By
 BY0117  HISTORY     - 1949     MONUMENTED       CGS
 BY0117
 BY0117                          STATION DESCRIPTION
 BY0117
 BY0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0117'2.05 MI E FROM DENNING.
 BY0117'2.05 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0117'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, 22.0 FEET NORTH OF THE CENTER
 BY0117'LINE OF THE HIGHWAY, 2.8 FEET EAST OF THE WEST END OF THE NORTH
 BY0117'HEADWALL OF AND SET IN THE TOP OF THE NORTH HEADWALL OF A CULVERT
 BY0117'UNDER THE HIGHWAY, AND 1.0 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0213 ***********************************************************************
 BY0213  DESIGNATION -  U 995 RESET 1967
 BY0213  PID         -  BY0213
 BY0213  STATE/COUNTY-  TX/SHELBY
 BY0213  USGS QUAD   -  CENTER (1984)
 BY0213
 BY0213                         *CURRENT SURVEY CONTROL
 BY0213  ___________________________________________________________________
 BY0213* NAD 83(1986)-  31 45 08.     (N)    094 13 27.     (W)     SCALED    
 BY0213* NAVD 88     -        95.27   (+/-2cm)     312.6    (feet)  VERTCON   
 BY0213  ___________________________________________________________________
 BY0213  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY0213
 BY0213  VERT ORDER  -  THIRD (See Below)
 BY0213
 BY0213.The horizontal coordinates were scaled from a topographic map and have
 BY0213.an estimated accuracy of +/- 6 seconds.
 BY0213
 BY0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0213.The vertical order pertains to the NGVD 29 superseded value.
 BY0213
 BY0213.The geoid height was determined by GEOID03.
 BY0213
 BY0213;                    North         East    Units  Estimated Accuracy
 BY0213;SPC TX C     - 3,247,090.    1,278,510.      MT  (+/- 180 meters Scaled)
 BY0213
 BY0213                          SUPERSEDED SURVEY CONTROL
 BY0213
 BY0213  NGVD 29 (01/29/03)   95.30   (m)          312.7    (f) RESET       3  
 BY0213
 BY0213.Superseded values are not recommended for survey control.
 BY0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0213.See file dsdata.txt to determine how the superseded data were derived.
 BY0213
 BY0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR840136(NAD 83)
 BY0213_MARKER: DB = BENCH MARK DISK
 BY0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0213_STAMPING: U 995 RESET 1967
 BY0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0213+STABILITY: SURFACE MOTION
 BY0213
 BY0213  HISTORY     - Date     Condition        Report By
 BY0213  HISTORY     - 1967     MONUMENTED       CGS
 BY0213
 BY0213                          STATION DESCRIPTION
 BY0213
 BY0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BY0213'3.95 MI SW FROM CENTER.
 BY0213'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE IN
 BY0213'CENTER TO THE JUNCTION OF U. S. HIGHWAY 96, THENCE CONTINUE 3.55 MILES
 BY0213'SOUTHWEST ALONG STATE HIGHWAY 7 TO SITE OF BENCH MARK, 61 FEET
 BY0213'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 0.2 MILE NORTHEAST FROM THE
 BY0213'JUNCTION OF F.M. HIGHWAY 711 AND STATE HIGHWAY 7, 132 FEET NORTHEAST
 BY0213'OF THE CENTER OF A PRIVATE DRIVEWAY, 12 FEET NORTHEAST OF A CORNER
 BY0213'FENCE POST, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 BY0213'SOUTHWEST OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT
 BY0213'STATION 212 + 01.  A C AND GS BENCH MARK DISK SET IN A 12 X 12 IN.
 BY0213'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0376 ***********************************************************************
 CS0376  DESIGNATION -  U 996
 CS0376  PID         -  CS0376
 CS0376  STATE/COUNTY-  TX/KAUFMAN
 CS0376  USGS QUAD   -  KEMP (1981)
 CS0376
 CS0376                         *CURRENT SURVEY CONTROL
 CS0376  ___________________________________________________________________
 CS0376* NAD 83(1986)-  32 27 37.     (N)    096 08 19.     (W)     SCALED    
 CS0376* NAVD 88     -       116.088  (meters)     380.87   (feet)  ADJUSTED  
 CS0376  ___________________________________________________________________
 CS0376  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0376  DYNAMIC HT  -         115.956 (meters)     380.43  (feet)  COMP
 CS0376  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 CS0376
 CS0376  VERT ORDER  -  SECOND    CLASS 0
 CS0376
 CS0376.The horizontal coordinates were scaled from a topographic map and have
 CS0376.an estimated accuracy of +/- 6 seconds.
 CS0376
 CS0376.The orthometric height was determined by differential leveling
 CS0376.and adjusted by the National Geodetic Survey in June 1991..
 CS0376
 CS0376.The geoid height was determined by GEOID03.
 CS0376
 CS0376.The dynamic height is computed by dividing the NAVD 88
 CS0376.geopotential number by the normal gravity value computed on the
 CS0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0376.degrees latitude (g = 980.6199 gals.).
 CS0376
 CS0376.The modeled gravity was interpolated from observed gravity values.
 CS0376
 CS0376;                    North         East    Units  Estimated Accuracy
 CS0376;SPC TXNC     - 2,090,500.      821,980.      MT  (+/- 180 meters Scaled)
 CS0376
 CS0376                          SUPERSEDED SURVEY CONTROL
 CS0376
 CS0376  NGVD 29 (??/??/92)  116.102  (m)          380.91   (f) ADJ UNCH    2 0
 CS0376
 CS0376.Superseded values are not recommended for survey control.
 CS0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0376.See file dsdata.txt to determine how the superseded data were derived.
 CS0376
 CS0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA689950(NAD 83)
 CS0376_MARKER: DB = BENCH MARK DISK
 CS0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0376_STAMPING: U 996 1948
 CS0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0376+STABILITY: SURFACE MOTION
 CS0376
 CS0376  HISTORY     - Date     Condition        Report By
 CS0376  HISTORY     - 1948     MONUMENTED       CGS
 CS0376
 CS0376                          STATION DESCRIPTION
 CS0376
 CS0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0376'3.2 MI SW FROM PRAIRIEVILLE.
 CS0376'1.5 MILES SOUTH ALONG FARM ROAD 85 FROM THE POST OFFICE AT
 CS0376'PRAIRIEVILLE, THENCE 1.7 MILES WEST ALONG A GRADED DIRT ROAD, 0.1 MILE
 CS0376'EAST OF A ROAD INTERSECTION, ON THE OUTSIDE OF A CURVE, 63.0 FEET
 CS0376'NORTH OF THE CENTER LINE OF THE ROAD (MEASURED FROM THE CENTER OF THE
 CS0376'CURVE), 22.0 FEET NORTH OF THE CENTER LINE OF A TRAIL, 9.4 FEET EAST
 CS0376'OF AN 18-INCH OAK TREE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN
 CS0376'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0369 ***********************************************************************
 CS0369  DESIGNATION -  U 997
 CS0369  PID         -  CS0369
 CS0369  STATE/COUNTY-  TX/VAN ZANDT
 CS0369  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0369
 CS0369                         *CURRENT SURVEY CONTROL
 CS0369  ___________________________________________________________________
 CS0369* NAD 83(1986)-  32 28 19.     (N)    096 01 53.     (W)     SCALED    
 CS0369* NAVD 88     -       136.932  (meters)     449.25   (feet)  ADJUSTED  
 CS0369  ___________________________________________________________________
 CS0369  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0369  DYNAMIC HT  -         136.776 (meters)     448.74  (feet)  COMP
 CS0369  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 CS0369
 CS0369  VERT ORDER  -  SECOND    CLASS 0
 CS0369
 CS0369.The horizontal coordinates were scaled from a topographic map and have
 CS0369.an estimated accuracy of +/- 6 seconds.
 CS0369
 CS0369.The orthometric height was determined by differential leveling
 CS0369.and adjusted by the National Geodetic Survey in June 1991..
 CS0369
 CS0369.The geoid height was determined by GEOID03.
 CS0369
 CS0369.The dynamic height is computed by dividing the NAVD 88
 CS0369.geopotential number by the normal gravity value computed on the
 CS0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0369.degrees latitude (g = 980.6199 gals.).
 CS0369
 CS0369.The modeled gravity was interpolated from observed gravity values.
 CS0369
 CS0369;                    North         East    Units  Estimated Accuracy
 CS0369;SPC TXNC     - 2,092,020.      832,030.      MT  (+/- 180 meters Scaled)
 CS0369
 CS0369                          SUPERSEDED SURVEY CONTROL
 CS0369
 CS0369  NGVD 29 (??/??/92)  136.942  (m)          449.28   (f) ADJ UNCH    2 0
 CS0369
 CS0369.Superseded values are not recommended for survey control.
 CS0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0369.See file dsdata.txt to determine how the superseded data were derived.
 CS0369
 CS0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA790966(NAD 83)
 CS0369_MARKER: DB = BENCH MARK DISK
 CS0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0369_STAMPING: U 997 1948
 CS0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0369+STABILITY: SURFACE MOTION
 CS0369
 CS0369  HISTORY     - Date     Condition        Report By
 CS0369  HISTORY     - 1948     MONUMENTED       CGS
 CS0369  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0369  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CS0369
 CS0369                          STATION DESCRIPTION
 CS0369
 CS0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0369'4.9 MI E FROM PRAIRIEVILLE.
 CS0369'4.9 MILES EAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 CS0369'PRAIRIEVILLE, 45.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD (MEASURED
 CS0369'FROM A POINT 549.5 FEET EAST OF THE CENTER OF AN INTERSECTION WITH AN
 CS0369'ASPHALT ROAD), 23.6 FEET WEST OF A 10-INCH ELM TREE WITH A TRIANGULAR
 CS0369'BLAZE ON THE WEST SIDE, 1.7 FEET WEST OF A REFERENCE POST, AND SET IN
 CS0369'THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 CS0369
 CS0369                          STATION RECOVERY (1962)
 CS0369
 CS0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0369'MARK NOT FOUND.
 CS0369
 CS0369                          STATION RECOVERY (1995)
 CS0369
 CS0369'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0215 ***********************************************************************
 BZ0215  DESIGNATION -  U 998
 BZ0215  PID         -  BZ0215
 BZ0215  STATE/COUNTY-  TX/FREESTONE
 BZ0215  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0215
 BZ0215                         *CURRENT SURVEY CONTROL
 BZ0215  ___________________________________________________________________
 BZ0215* NAD 83(1986)-  31 46 09.     (N)    096 12 07.     (W)     SCALED    
 BZ0215* NAVD 88     -       109.837  (meters)     360.36   (feet)  ADJUSTED  
 BZ0215  ___________________________________________________________________
 BZ0215  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ0215  DYNAMIC HT  -         109.706 (meters)     359.93  (feet)  COMP
 BZ0215  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 BZ0215
 BZ0215  VERT ORDER  -  SECOND    CLASS 0
 BZ0215
 BZ0215.The horizontal coordinates were scaled from a topographic map and have
 BZ0215.an estimated accuracy of +/- 6 seconds.
 BZ0215
 BZ0215.The orthometric height was determined by differential leveling
 BZ0215.and adjusted by the National Geodetic Survey in June 1991..
 BZ0215
 BZ0215.The geoid height was determined by GEOID03.
 BZ0215
 BZ0215.The dynamic height is computed by dividing the NAVD 88
 BZ0215.geopotential number by the normal gravity value computed on the
 BZ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0215.degrees latitude (g = 980.6199 gals.).
 BZ0215
 BZ0215.The modeled gravity was interpolated from observed gravity values.
 BZ0215
 BZ0215;                    North         East    Units  Estimated Accuracy
 BZ0215;SPC TX C     - 3,240,350.    1,091,260.      MT  (+/- 180 meters Scaled)
 BZ0215
 BZ0215                          SUPERSEDED SURVEY CONTROL
 BZ0215
 BZ0215  NGVD 29 (??/??/92)  109.826  (m)          360.32   (f) ADJ UNCH    2 0
 BZ0215
 BZ0215.Superseded values are not recommended for survey control.
 BZ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0215.See file dsdata.txt to determine how the superseded data were derived.
 BZ0215
 BZ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA649182(NAD 83)
 BZ0215_MARKER: DB = BENCH MARK DISK
 BZ0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0215_SP_SET: BRIDGE
 BZ0215_STAMPING: U 998 1948
 BZ0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0215
 BZ0215  HISTORY     - Date     Condition        Report By
 BZ0215  HISTORY     - 1948     MONUMENTED       CGS
 BZ0215  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0215
 BZ0215                          STATION DESCRIPTION
 BZ0215
 BZ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0215'3.9 MI NW FROM FAIRFIELD.
 BZ0215'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BZ0215'FAIRFIELD, THENCE 3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 75, IN A 100
 BZ0215'FOOT CONCRETE BRIDGE, 12.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 BZ0215'HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT
 BZ0215'OF A CONCRETE BRIDGE.
 BZ0215
 BZ0215                          STATION RECOVERY (1963)
 BZ0215
 BZ0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1632 ***********************************************************************
 BY1632  DESIGNATION -  U 999
 BY1632  PID         -  BY1632
 BY1632  STATE/COUNTY-  TX/TRINITY
 BY1632  USGS QUAD   -  GLENDALE (1972)
 BY1632
 BY1632                         *CURRENT SURVEY CONTROL
 BY1632  ___________________________________________________________________
 BY1632* NAD 83(1986)-  31 04 30.     (N)    095 19 48.     (W)     SCALED    
 BY1632* NAVD 88     -        78.73   (+/-2cm)     258.3    (feet)  VERTCON   
 BY1632  ___________________________________________________________________
 BY1632  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1632
 BY1632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1632
 BY1632.The horizontal coordinates were scaled from a topographic map and have
 BY1632.an estimated accuracy of +/- 6 seconds.
 BY1632
 BY1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1632.The vertical order pertains to the NGVD 29 superseded value.
 BY1632
 BY1632.The geoid height was determined by GEOID03.
 BY1632
 BY1632;                    North         East    Units  Estimated Accuracy
 BY1632;SPC TX C     - 3,166,860.    1,177,250.      MT  (+/- 180 meters Scaled)
 BY1632
 BY1632                          SUPERSEDED SURVEY CONTROL
 BY1632
 BY1632  NGVD 29 (??/??/92)   78.736  (m)          258.32   (f) ADJ UNCH    2 0
 BY1632
 BY1632.Superseded values are not recommended for survey control.
 BY1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1632.See file dsdata.txt to determine how the superseded data were derived.
 BY1632
 BY1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ777402(NAD 83)
 BY1632_MARKER: DB = BENCH MARK DISK
 BY1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1632_STAMPING: U 999 1948
 BY1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1632+STABILITY: SURFACE MOTION
 BY1632
 BY1632  HISTORY     - Date     Condition        Report By
 BY1632  HISTORY     - 1948     MONUMENTED       CGS
 BY1632  HISTORY     - 1962     POOR             USGS
 BY1632
 BY1632                          STATION DESCRIPTION
 BY1632
 BY1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1632'6.0 MI NW FROM GLENDALE.
 BY1632'6.0 MILES NORTHWEST ALONG THE GLENDALE-THOMPSON SCHOOL ROAD FROM THE
 BY1632'POST OFFICE AT GLENDALE, 90.0 FEET EAST OF THE CREST OF A HILL, 59.0
 BY1632'FEET EAST OF THE SOUTHEAST CORNER OF A TRIANGULAR PLOT OF GROUND AT A
 BY1632'JUNCTION WITH A ROAD LEADING NORTH, 26.0 FEET NORTH OF THE CENTER LINE
 BY1632'OF THE EAST-WEST ROAD, 21.3 FEET SOUTH OF A 10-INCH PINE TREE WITH A
 BY1632'TRIANGULAR BLAZE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 BY1632'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1632
 BY1632                          STATION RECOVERY (1962)
 BY1632
 BY1632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BY1632'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3218 ***********************************************************************
 AW3218  DESIGNATION -  U OF H AZ MK
 AW3218  PID         -  AW3218
 AW3218  STATE/COUNTY-  TX/HARRIS
 AW3218  USGS QUAD   -  PARK PLACE (1995)
 AW3218
 AW3218                         *CURRENT SURVEY CONTROL
 AW3218  ___________________________________________________________________
 AW3218* NAD 83(1986)-  29 43 16.     (N)    095 20 32.     (W)     SCALED    
 AW3218* NAVD 88     -        11.88   (+/-2cm)      39.0    (feet)  VERTCON   
 AW3218  ___________________________________________________________________
 AW3218  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW3218
 AW3218  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW3218
 AW3218.The horizontal coordinates were scaled from a topographic map and have
 AW3218.an estimated accuracy of +/- 6 seconds.
 AW3218
 AW3218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3218.The vertical order pertains to the NGVD 29 superseded value.
 AW3218
 AW3218.The geoid height was determined by GEOID03.
 AW3218
 AW3218;                    North         East    Units  Estimated Accuracy
 AW3218;SPC TXSC     - 4,214,750.      953,810.      MT  (+/- 180 meters Scaled)
 AW3218
 AW3218                          SUPERSEDED SURVEY CONTROL
 AW3218
 AW3218  NGVD 29 (??/??/92)   11.881  (m)           38.98   (f) ADJ UNCH    1 1
 AW3218
 AW3218.Superseded values are not recommended for survey control.
 AW3218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3218.See file dsdata.txt to determine how the superseded data were derived.
 AW3218
 AW3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN734901(NAD 83)
 AW3218_MARKER: DZ = AZIMUTH MARK DISK
 AW3218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3218_SP_SET: CURB
 AW3218_STAMPING: U OF H 1952
 AW3218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3218
 AW3218  HISTORY     - Date     Condition        Report By
 AW3218  HISTORY     - 1952     MONUMENTED       CGS
 AW3218  HISTORY     - 1973     GOOD             NGS
 AW3218  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW3218  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW3218  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AW3218  HISTORY     - 19870601 MARK NOT FOUND   USPSQD
 AW3218  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3218  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW3218  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 AW3218  HISTORY     - 20050706 MARK NOT FOUND   USPSQD
 AW3218
 AW3218                          STATION DESCRIPTION
 AW3218
 AW3218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3218'IN HOUSTON.
 AW3218'AT HOUSTON, AT THE UNIVERSITY OF HOUSTON, AT THE ANDERSON MEMORIAL
 AW3218'LIBRARY, SET IN THE TOP OF THE EAST CURB OF A PAVED STREET ALONG THE
 AW3218'WEST SIDE OF THE LIBRARY, MIDWAY BETWEEN THE TWO WEST ENTRANCES TO THE
 AW3218'LIBRARY, 100.7 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AW3218'NORTH ONE OF THE ENTRANCES, 2.2 FEET NORTHWEST OF LIGHT POLE A3, AND
 AW3218'ABOUT LEVEL WITH THE SIDEWALK.
 AW3218
 AW3218                          STATION RECOVERY (1978)
 AW3218
 AW3218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3218'NOT RECOVERED.  NOTE=THE STREET AND CURB HAVE BEEN TORN OUT.
 AW3218
 AW3218                          STATION RECOVERY (1978)
 AW3218
 AW3218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3218'NOT RECOVERED.  NOTE=THE STREET AND CURB HAVE BEEN TORN OUT.
 AW3218
 AW3218                          STATION RECOVERY (1984)
 AW3218
 AW3218'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW3218'MARK NOT FOUND.
 AW3218
 AW3218                          STATION RECOVERY (1987)
 AW3218
 AW3218'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW3218'MARK NOT FOUND.
 AW3218
 AW3218                          STATION RECOVERY (1990)
 AW3218
 AW3218'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW3218'MARK NOT FOUND.
 AW3218
 AW3218                          STATION RECOVERY (1995)
 AW3218
 AW3218'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3218'MARK NOT FOUND.
 AW3218
 AW3218                          STATION RECOVERY (2004)
 AW3218
 AW3218'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3218'MARK NOT FOUND.
 AW3218
 AW3218                          STATION RECOVERY (2005)
 AW3218
 AW3218'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3218'JUST NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3222 ***********************************************************************
 AW3222  DESIGNATION -  U OF H RM 3
 AW3222  PID         -  AW3222
 AW3222  STATE/COUNTY-  TX/HARRIS
 AW3222  USGS QUAD   -  PARK PLACE (1995)
 AW3222
 AW3222                         *CURRENT SURVEY CONTROL
 AW3222  ___________________________________________________________________
 AW3222* NAD 83(1986)-  29 43 19.     (N)    095 20 46.     (W)     SCALED    
 AW3222* NAVD 88     -        11.425  (meters)      37.48   (feet)  ADJUSTED  
 AW3222  ___________________________________________________________________
 AW3222  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW3222  DYNAMIC HT  -          11.409 (meters)      37.43  (feet)  COMP
 AW3222  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 AW3222
 AW3222  VERT ORDER  -  FIRST     CLASS I
 AW3222
 AW3222.The horizontal coordinates were scaled from a topographic map and have
 AW3222.an estimated accuracy of +/- 6 seconds.
 AW3222
 AW3222.The orthometric height was determined by differential leveling
 AW3222.and adjusted by the National Geodetic Survey in June 1991..
 AW3222
 AW3222.The geoid height was determined by GEOID03.
 AW3222
 AW3222.The dynamic height is computed by dividing the NAVD 88
 AW3222.geopotential number by the normal gravity value computed on the
 AW3222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW3222.degrees latitude (g = 980.6199 gals.).
 AW3222
 AW3222.The modeled gravity was interpolated from observed gravity values.
 AW3222
 AW3222;                    North         East    Units  Estimated Accuracy
 AW3222;SPC TXSC     - 4,214,830.      953,430.      MT  (+/- 180 meters Scaled)
 AW3222
 AW3222                          SUPERSEDED SURVEY CONTROL
 AW3222
 AW3222  NGVD 29 (12/23/87)   11.421  (m)           37.47   (f) ADJUSTED    1 1
 AW3222
 AW3222.Superseded values are not recommended for survey control.
 AW3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3222.See file dsdata.txt to determine how the superseded data were derived.
 AW3222
 AW3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN730902(NAD 83)
 AW3222_MARKER: DR = REFERENCE MARK DISK
 AW3222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW3222_SP_SET: CURB
 AW3222_STAMPING: U OF H 1952 NO 3 1968
 AW3222_MARK LOGO: CGS   
 AW3222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3222+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 AW3222
 AW3222  HISTORY     - Date     Condition        Report By
 AW3222  HISTORY     - 1968     MONUMENTED       CGS
 AW3222  HISTORY     - 1973     GOOD             NGS
 AW3222  HISTORY     - 1978     GOOD             NGS
 AW3222  HISTORY     - 1978     GOOD             NGS
 AW3222  HISTORY     - 1986     GOOD             NGS
 AW3222  HISTORY     - 1990     GOOD             USPSQD
 AW3222  HISTORY     - 19910902 GOOD             USPSQD
 AW3222  HISTORY     - 19950624 GOOD             USPSQD
 AW3222  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 AW3222  HISTORY     - 20050706 GOOD             USPSQD
 AW3222
 AW3222                          STATION DESCRIPTION
 AW3222
 AW3222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3222'IN HOUSTON.
 AW3222'AT HOUSTON, AT THE UNIVERSITY OF HOUSTON, SET IN THE TOP OF THE SOUTH
 AW3222'CURB OF THE EAST BOUND LANES AT ENTRANCE NO. 6, 39.9 FEET NORTHEAST OF
 AW3222'THE NORTHEAST CORNER OF A CONCRETE WALL ALONG THE EAST SIDE OF THE
 AW3222'WEST STAIRS LEADING TO LAMAR FLEMING BUILDING, 66.7 FEET NORTHEAST OF
 AW3222'LIGHT POLE B-15, AND ABOUT LEVEL WITH THE SIDEWALK.
 AW3222
 AW3222                          STATION RECOVERY (1978)
 AW3222
 AW3222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3222'RECOVERED IN GOOD CONDITION.
 AW3222
 AW3222                          STATION RECOVERY (1978)
 AW3222
 AW3222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3222'RECOVERED IN GOOD CONDITION.
 AW3222
 AW3222                          STATION RECOVERY (1986)
 AW3222
 AW3222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW3222'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 AW3222'CHANGE--ENTRANCE NO 6 TO ENTRANCE NUMBER U 14.  ADD--77.6 M (254.6 FT)
 AW3222'EAST OF THE CENTERLINE OF CULLEN BOULEVARD, AND 54.5 M (178.8 FT) EAST
 AW3222'OF REFERENCE MARK 4.
 AW3222
 AW3222                          STATION RECOVERY (1990)
 AW3222
 AW3222'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW3222'RECOVERED IN GOOD CONDITION.
 AW3222
 AW3222                          STATION RECOVERY (1991)
 AW3222
 AW3222'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW3222'RECOVERED IN GOOD CONDITION.
 AW3222
 AW3222                          STATION RECOVERY (1995)
 AW3222
 AW3222'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3222'RECOVERED IN GOOD CONDITION.
 AW3222
 AW3222                          STATION RECOVERY (2004)
 AW3222
 AW3222'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3222'MARK NOT FOUND.
 AW3222
 AW3222                          STATION RECOVERY (2005)
 AW3222
 AW3222'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3223 ***********************************************************************
 AW3223  DESIGNATION -  U OF H RM 4
 AW3223  PID         -  AW3223
 AW3223  STATE/COUNTY-  TX/HARRIS
 AW3223  USGS QUAD   -  PARK PLACE (1995)
 AW3223
 AW3223                         *CURRENT SURVEY CONTROL
 AW3223  ___________________________________________________________________
 AW3223* NAD 83(1986)-  29 43 20.     (N)    095 20 47.     (W)     SCALED    
 AW3223* NAVD 88     -        11.415  (meters)      37.45   (feet)  ADJUSTED  
 AW3223  ___________________________________________________________________
 AW3223  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW3223  DYNAMIC HT  -          11.400 (meters)      37.40  (feet)  COMP
 AW3223  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 AW3223
 AW3223  VERT ORDER  -  FIRST     CLASS I
 AW3223
 AW3223.The horizontal coordinates were scaled from a topographic map and have
 AW3223.an estimated accuracy of +/- 6 seconds.
 AW3223
 AW3223.The orthometric height was determined by differential leveling
 AW3223.and adjusted by the National Geodetic Survey in June 1991..
 AW3223
 AW3223.The geoid height was determined by GEOID03.
 AW3223
 AW3223.The dynamic height is computed by dividing the NAVD 88
 AW3223.geopotential number by the normal gravity value computed on the
 AW3223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW3223.degrees latitude (g = 980.6199 gals.).
 AW3223
 AW3223.The modeled gravity was interpolated from observed gravity values.
 AW3223
 AW3223;                    North         East    Units  Estimated Accuracy
 AW3223;SPC TXSC     - 4,214,860.      953,400.      MT  (+/- 180 meters Scaled)
 AW3223
 AW3223                          SUPERSEDED SURVEY CONTROL
 AW3223
 AW3223  NGVD 29 (12/23/87)   11.411  (m)           37.44   (f) ADJUSTED    1 1
 AW3223
 AW3223.Superseded values are not recommended for survey control.
 AW3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3223.See file dsdata.txt to determine how the superseded data were derived.
 AW3223
 AW3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN730903(NAD 83)
 AW3223_MARKER: DR = REFERENCE MARK DISK
 AW3223_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW3223_SP_SET: CURB
 AW3223_STAMPING: U OF H NO 4 1968
 AW3223_MARK LOGO: CGS   
 AW3223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3223+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 AW3223
 AW3223  HISTORY     - Date     Condition        Report By
 AW3223  HISTORY     - 1968     MONUMENTED       CGS
 AW3223  HISTORY     - 1973     GOOD             NGS
 AW3223  HISTORY     - 1978     GOOD             NGS
 AW3223  HISTORY     - 1978     GOOD             NGS
 AW3223  HISTORY     - 1986     GOOD             NGS
 AW3223  HISTORY     - 19900120 GOOD             USPSQD
 AW3223  HISTORY     - 19910902 MARK NOT FOUND   USPSQD
 AW3223  HISTORY     - 19950624 GOOD             USPSQD
 AW3223  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 AW3223  HISTORY     - 20050706 GOOD             USPSQD
 AW3223
 AW3223                          STATION DESCRIPTION
 AW3223
 AW3223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3223'IN HOUSTON.
 AW3223'AT HOUSTON, AT THE UNIVERSITY OF HOUSTON, SET IN THE TOP OF THE SOUTH
 AW3223'CURB OF THE EAST BOUND LANES AT ENTRANCE NO 6, 103.4 FEET NORTHWEST OF
 AW3223'THE NORTHWEST CORNER OF LAMAR FLEMING BUILDING, 8.8 FEET EAST OF A
 AW3223'LAMP POST NO. B-16, AND ABOUT LEVEL WITH THE SIDEWALK.
 AW3223
 AW3223                          STATION RECOVERY (1978)
 AW3223
 AW3223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3223'RECOVERED IN GOOD CONDITION.
 AW3223
 AW3223                          STATION RECOVERY (1978)
 AW3223
 AW3223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3223'RECOVERED IN GOOD CONDITION.
 AW3223
 AW3223                          STATION RECOVERY (1986)
 AW3223
 AW3223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW3223'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 AW3223'CHANGE--ENTRANCE NO 6 TO ENTRANCE NUMBER U 14.  ADD--23.1 M (75.8 FT)
 AW3223'EAST OF THE CENTERLINE OF CULLEN BOULEVARD.
 AW3223
 AW3223                          STATION RECOVERY (1990)
 AW3223
 AW3223'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW3223'RECOVERED IN GOOD CONDITION.
 AW3223
 AW3223                          STATION RECOVERY (1991)
 AW3223
 AW3223'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW3223'MARK NOT FOUND.
 AW3223
 AW3223                          STATION RECOVERY (1995)
 AW3223
 AW3223'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3223'RECOVERED IN GOOD CONDITION.
 AW3223
 AW3223                          STATION RECOVERY (2004)
 AW3223
 AW3223'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3223'MARK NOT FOUND.
 AW3223
 AW3223                          STATION RECOVERY (2005)
 AW3223
 AW3223'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3220 ***********************************************************************
 AW3220  DESIGNATION -  U OF H=YOUNTS PEAK
 AW3220  PID         -  AW3220
 AW3220  STATE/COUNTY-  TX/HARRIS
 AW3220  USGS QUAD   -  PARK PLACE (1995)
 AW3220
 AW3220                         *CURRENT SURVEY CONTROL
 AW3220  ___________________________________________________________________
 AW3220* NAD 83(1993)-  29 43 20.41836(N)    095 20 46.53008(W)     ADJUSTED  
 AW3220* NAVD 88     -        12.54   (+/-2cm)      41.1    (feet)  VERTCON   
 AW3220  ___________________________________________________________________
 AW3220  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW3220  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW3220
 AW3220  HORZ ORDER  -  FIRST
 AW3220  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3220
 AW3220.The horizontal coordinates were established by classical geodetic methods
 AW3220.and adjusted by the National Geodetic Survey in February 1996..
 AW3220
 AW3220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3220.The vertical order pertains to the NGVD 29 superseded value.
 AW3220
 AW3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3220
 AW3220.The geoid height was determined by GEOID03.
 AW3220
 AW3220;                    North         East     Units Scale Factor Converg.
 AW3220;SPC TXSC     - 4,214,874.182   953,415.408   MT  0.99988602   +1 47 24.1
 AW3220;SPC TXSC     -13,828,299.71  3,127,997.05   sFT  0.99988602   +1 47 24.1
 AW3220;UTM  15      - 3,290,323.544   273,049.033   MT  1.00023555   -1 09 49.6
 AW3220
 AW3220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3220!SPC TXSC     -   1.00000231  x   0.99988602  =   0.99988833
 AW3220!UTM  15      -   1.00000231  x   1.00023555  =   1.00023786
 AW3220
 AW3220:                Primary Azimuth Mark                     Grid Az
 AW3220:SPC TXSC     -  HOUSTON HUGHES TOOL CO W TANK            055 59 31.9
 AW3220:UTM  15      -  HOUSTON HUGHES TOOL CO W TANK            058 56 45.6
 AW3220
 AW3220|---------------------------------------------------------------------|
 AW3220| PID    Reference Object                     Distance      Geod. Az  |
 AW3220|                                                           dddmmss.s |
 AW3220| AW6534 HOUSTON HUGHES TOOL CO W TANK       APPROX. 3.0 KM 0574656.0 |
 AW3220| AW6532 HOUSTON HUGHES TOOL CO E TANK       APPROX. 3.2 KM 0592426.5 |
 AW3220| AW3219 U OF H RM 1                          26.710 METERS 06903     |
 AW3220| AW6511 HOUSTON LONE STAR BAG CO TANK       APPROX. 1.1 KM 0830235.0 |
 AW3220| AW6514 HOUSTON RAD STA KUHF MAST           APPROX. 0.7 KM 0875623.5 |
 AW3220| AW6530 HOUSTON VILLA DE MATEL TOWER        APPROX. 3.2 KM 0884752.1 |
 AW3220| AW3218 U OF H AZ MK                                       1084208.5 |
 AW3220| AW3222 U OF H RM 3                          26.619 METERS 13630     |
 AW3220| AW6516 HOUSTON GARDEN VILLAS MUN TANK      APPROX. 8.5 KM 1541336.8 |
 AW3220| AW3221 U OF H RM 2                          92.562 METERS 16453     |
 AW3220| AW6539 HOUSTON RAD STA KUHF FM MAST        APPROX. 0.9 KM 1944932.4 |
 AW3220| AW6588 HOUSTON NATIONAL BISCUIT TANK       APPROX. 4.1 KM 2363858.2 |
 AW3220| AW3223 U OF H RM 4                          29.490 METERS 26422     |
 AW3220| AW6591 HOUSTON KKA 344 RAD MAST            APPROX. 4.8 KM 2863326.4 |
 AW3220| AW6586 HOUSTON KKD 25 KKE 428 MAST         APPROX. 3.8 KM 3062257.6 |
 AW3220|---------------------------------------------------------------------|
 AW3220
 AW3220                          SUPERSEDED SURVEY CONTROL
 AW3220
 AW3220  NAD 83(1986)-  29 43 20.43278(N)    095 20 46.51099(W) AD(       ) 1
 AW3220  NAD 27      -  29 43 19.60827(N)    095 20 45.73480(W) AD(       ) 1
 AW3220  NGVD 29 (??/??/92)   12.536  (m)           41.13   (f) ADJ UNCH    1 2
 AW3220
 AW3220.Superseded values are not recommended for survey control.
 AW3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3220.See file dsdata.txt to determine how the superseded data were derived.
 AW3220
 AW3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7304990324(NAD 83)
 AW3220_MARKER: DD = SURVEY DISK
 AW3220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3220_STAMPING: YOUNTS PEAK
 AW3220_MARK LOGO: CGS   
 AW3220_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW3220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3220+STABILITY: SURFACE MOTION
 AW3220
 AW3220  HISTORY     - Date     Condition        Report By
 AW3220  HISTORY     - 1952     MONUMENTED       CGS
 AW3220  HISTORY     - 1954     GOOD             CGS
 AW3220  HISTORY     - 1963     GOOD             CGS
 AW3220  HISTORY     - 1964     GOOD             CGS
 AW3220  HISTORY     - 1968     GOOD             CGS
 AW3220  HISTORY     - 1968     GOOD             NGS
 AW3220  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3220  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW3220  HISTORY     - 19860311 GOOD             NGS
 AW3220  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3220  HISTORY     - 19910902 GOOD             USPSQD
 AW3220  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW3220
 AW3220                          STATION DESCRIPTION
 AW3220
 AW3220'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW3220'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH-SOUTHEAST OF
 AW3220'DOWN TOWN HOUSTON ON THE UNIVERSITY OF HOUSTON CAMPUS GROUNDS.
 AW3220'IT IS LOCATED NEAR THE WEST END OF A LANDSCAPED ISLAND BETWEEN
 AW3220'TWO DRIVES LEADING WEST FROM THE ANDERSON MEMORIAL LIBRARY,
 AW3220'42.0 FEET SOUTH OF THE CENTER OF THE NORTH DRIVE, 28.0 FEET
 AW3220'NORTH OF THE CENTER OF THE SOUTH DRIVE, 28.0 FEET SOUTH OF
 AW3220'THE SOUTH CURB OF THE NORTH DRIVE WHERE PAVEMENT ENDS AND
 AW3220'16.0 FEET NORTH OF THE NORTH CURB OF THE SOUTH DRIVE.  IT IS
 AW3220'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 AW3220'U OF H 1952.
 AW3220'
 AW3220'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE NORTH DRIVE FROM THE
 AW3220'STATION AND 14.0 FEET NORTH OF THE CENTER OF THE DRIVE.  IT
 AW3220'IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 AW3220'IN THE NORTH CURB.  IT IS SET FLUSH WITH THE TOP OF THE
 AW3220'CURB AND IS STAMPED U OF H NO 1 1952.
 AW3220'
 AW3220'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE SOUTH DRIVE
 AW3220'FROM THE STATION, 27.0 FEET EAST OF AN ALUMINUN LIGHT POST
 AW3220'AND ABOUT 6 INCHES SOUTH OF THE NORTH EDGE OF A SIDEWALK.
 AW3220'IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 AW3220'IN THE SIDEWALK.  IT IS SET FLUSH WITH THE TOP OF THE SIDEWALK
 AW3220'AND IS STAMPED U OF H NO 2 1952.
 AW3220'
 AW3220'THE AZIMUTH MARK IS LOCATED IN THE EAST CURB IN FRONT AND
 AW3220'NEAR THE CENTER OF THE ANDERSON MEMORIAL LIBRARY, 78.0 FEET
 AW3220'SOUTH-SOUTHWEST OF A LARGE PINE TREE, 56.0 FEET NORTH-NORTHWEST
 AW3220'OF A FIRE HYDRANT AND 2.0 FEET NORTH OF AN ALUMINUM LIGHT
 AW3220'POST.  IT IS A STANDARD AZIMUTH MARK DISK CEMENTED IN A DRILL
 AW3220'HOLE IN THE CURB.  IT IS SET FLUSH WITH THE TOP OF THE CURB
 AW3220'AND IS STAMPED U OF H 1952.
 AW3220'
 AW3220'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AW3220
 AW3220                          STATION RECOVERY (1954)
 AW3220
 AW3220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW3220'AT HOUSTON, ON THE CAMPUS OF THE UNIVERSITY OF HOUSTON, 0.2
 AW3220'MILE WEST OF THE ANDERSON MEMORIAL LIBRARY, IN A LANDSCAPED
 AW3220'ISLAND BETWEEN 2 DRIVEWAYS, 42 FEET SOUTH OF THE CENTER LINE
 AW3220'OF THE NORTH DRIVEWAY, 28 FEET NORTH OF THE CENTER LINE
 AW3220'OF THE SOUTH DRIVEWAY, 27.5 FEET SOUTH OF THE SOUTH CURB OF
 AW3220'THE NORTH DRIVWAY, 16 FEET NORTH OF THE NORTH CURB OF THE
 AW3220'SOUTH DRIVEWAY, 147.2 FEET EAST OF THE WEST CURB AT THE WEST
 AW3220'END OF THE LANDSCAPED ISLAND, A TRIANGULATION STATION DISK
 AW3220'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AW3220'GROUND, STAMPED U OF H 1952.
 AW3220'
 AW3220'U. OF H. R.M. 1 IS 87.5 FEET NORTHEAST OF TRIANGULATION STATION
 AW3220'U. OF H. 1952, 14 FEET NORTH OF THE CENTER LINE OF THE NORTH
 AW3220'TRAFFIC LANE OF AN EAST AND WEST STREET, A REFERENCE MARK DISK
 AW3220'SET IN THE TOP OF A CONCRETE CURB, STAMPED U OF H NO 1 1952.
 AW3220'
 AW3220'U. OF H. R.M. 2 IS 303.5 FEET SOUTHEAST OF TRIANGULATION STATION
 AW3220'U. OF H. 1952, 123 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 AW3220'TRAFFIC LANE OF AN EAST AND WEST ROAD, 27 FEET EAST OF AN
 AW3220'ALUMINUM LIGHT POST, A REFERENCE MARK DISK SET IN THE TOP OF
 AW3220'THE NORTH EDGE OF A SIDEWALK, STAMPED U OF H NO 2 1952.
 AW3220
 AW3220                          STATION RECOVERY (1963)
 AW3220
 AW3220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW3220'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 AW3220'MARK WERE FOUND IN GOOD CONDITION.  THE DISTANCE WAS FOUND
 AW3220'TO BE 0.13 FOOT LONGER THAN PREVIOUSLY MEASURED AND THE
 AW3220'DIRECTION DID NOT CHECK BY 01 MINUTE AND 50.5 SECONDS.  THE
 AW3220'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.10 FOOT LONGER
 AW3220'THAN PREVIOUSLY MEASURED AND THE DIRECTION DID NOT CHECK
 AW3220'BY 01 MINUTE AND 01.9 SECONDS.  THE DIRECTION TO THE AZIMUTH
 AW3220'MARK DID NOT CHECK BY 05.1 SECONDS.
 AW3220'
 AW3220'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 AW3220'
 AW3220'HEIGHT OF LIGHT ABOVE STATIOHN MARK 34.28 METERS.
 AW3220
 AW3220                          STATION RECOVERY (1964)
 AW3220
 AW3220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW3220'U. OF H. 1952 IS 3.15 MILES SOUTH ALONG THE GULF, COLORADO
 AW3220'AND SANTA FE RAILROAD FROM UNION STATION AT HOUSTON, THENCE
 AW3220'0.5 MILE WEST ALONG A PAVED ROAD, THENCE 0.1 MILE NORTH
 AW3220'ALONG CALHOUN ROAD, THENCE 0.5 MILE WEST ALONG A PAVED
 AW3220'DRIVEWAY, ABOUT 0.25 MILE WEST OF ANDERSON MEMORIAL LIBRARY,
 AW3220'IN AN ISLAND BETWEEN TWO DRIVEWAYS, 42 FEET SOUTH OF THE
 AW3220'CENTER LINE OF THE DRIVEWAY, 28 FEET NORTH OF THE CENTER LINE
 AW3220'OF A DRIVEWAY, 27-1/2 FEET SOUTH OF THE SOUTH CURB OF THE
 AW3220'NORTH DRIVEWAY, 16 FEET NORTH OF THE NORTH CURB OF THE SOUTH
 AW3220'DRIVEWAY, 147-1/2 FEET WEST OF THE WEST CURB OF THE WEST
 AW3220'END OF THE ISLAND, ABOUT LEVEL WITH THE DRIVEWAYS, AND SET
 AW3220'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW3220'
 AW3220'R.M. 1 IS ABOUT 0.25 MILE WEST OF THE ANDERSON MEMORIAL LIBRARY,
 AW3220'SET IN THE TOP OF THE NORTH CONCRETE CURB OF A DRIVEWAY,
 AW3220'14 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 74 FEET
 AW3220'WEST OF AN ALUMINUM LIGHT POLE.
 AW3220'
 AW3220'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW3220'
 AW3220'THE AZIMUTH MARK, STAMPED U OF H 1952, IS ABOUT 3.15 MILES
 AW3220'SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AW3220'UNION STATION AT HOUSTON, THENCE 0.5 MILE WEST ALONG A PAVED
 AW3220'ROAD, THENCE ABOUT 0.1 MILE NORTH ALONG CALHOUN ROAD, THENCE
 AW3220'0.25 MILE WEST ALONG A PAVED DRIVEWAY, SET IN THE TOP OF THE
 AW3220'EAST CONCRETE CURB OF THE DRIVEWAY, 120 FEET WEST OF THE
 AW3220'WEST FACE OF THE ANDERSON MEMORIAL LIBRARY, 165 YARDS NORTHWEST
 AW3220'OF BENCH MARK J 1024.  56 FEET NORTHWEST OF A FIRE HYDRANT, 18
 AW3220'FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 2 FEET NORTH OF
 AW3220'AN ALUMINUM LIGHT POLE, AND ABOUT LEVEL WITH THE SIDEWALK.
 AW3220
 AW3220                          STATION RECOVERY (1968)
 AW3220
 AW3220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW3220'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN
 AW3220'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED
 AW3220'BY CONSTRUCTION.  REFERENCE MARKS 3 AND 4 WERE SET THIS DATE.
 AW3220'
 AW3220'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF DOWNTOWN
 AW3220'HOUSTON AND NEAR THE WEST EDGE OF THE UNIVERSITY OF HOUSTON
 AW3220'GROUNDS.
 AW3220'
 AW3220'TO REACH THE STATION FROM THE INTERSECTION OF CULLEN BOULEVARD
 AW3220'AND WHEELER STREET, GO NORTH ON CULLEN BOULEVARD FOR 0.3 MILE
 AW3220'TO A SIDE ROAD RIGHT.  TURN RIGHT, GO EAST ON THE COLLEGE
 AW3220'ENTRANCE ROAD FOR ABOUT 150 FEET TO THE STATION ON THE LEFT
 AW3220'IN THE MEDIAN OF THE ROAD.
 AW3220'
 AW3220'THE STATION MARK IS A STANDARD DISK STAMPED U OF H 1952, SET
 AW3220'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 AW3220'FLUSH WITH THE GROUND SURFACE.  IT IS 93.3 FEET NORTH OF THE
 AW3220'NORTHWEST CORNER OF THE WEST ENTRANCE WING ON THE NORTH SIDE
 AW3220'OF THE LAMAR FLEMING BUILDING, 67.3 WEST OF THE EAST END OF THE
 AW3220'DIVIDED MEDIAN, 42.7 FEET NORTH-NORTHWEST OF LIGHT STANDARD
 AW3220'B 15, 28 FEET SOUTH OF THE CURB ALONG THE NORTH EDGE OF THE
 AW3220'MEDIAN AND 16.1 FEET NORTH OF THE CURB ALONG THE SOUTH EDGE
 AW3220'OF THE MEDIAN.
 AW3220'
 AW3220'REFERENCE MARK 3 IS A STANDARD DISK STAMPED U OF H 1952 NO
 AW3220'3 1968, CEMENTED IN A DRILL HOLE IN THE SOUTH CURB OF THE
 AW3220'EAST BOUND LANE OF THE COLLEGE ENTRANCE ROAD.  IT IS 66.7
 AW3220'FEET EAST OF LIGHT STANDARD B 15 AND 39.9 FEET NORTHEAST OF
 AW3220'THE NORTHEAST CORNER OF A CONCRETE WALL ALONG THE EAST END
 AW3220'OF THE STEPS LEADING INTO THE LAMAR FLEMING BUILDING.
 AW3220'
 AW3220'REFERENCE MARK 4 IS A STANDARD DISK STAMPED U OF H 1952 NO
 AW3220'4 1968, CEMENTED IN A DRILL HOLE IN THE SOUTH CURB OF THE EAST
 AW3220'BOUND LANE OF THE COLLEGE ENTRANCE ROAD.  IT IS 103.8 FEET
 AW3220'NORTHWEST OF THE NORTHWEST CORNER OF THE WEST ENTRANCE
 AW3220'WING OF THE LAMAR FLEMING BUILDING, 98.6 FEET WEST OF LIGHT
 AW3220'STANDARD B 15 AND 9.2 FEET EAST OF LIGHT STANDARD B 16.
 AW3220'
 AW3220'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 AW3220'COLLEGE GROUNDS ROAD FOR 0.2 MILE TO A T-ROAD AND THE
 AW3220'AZIMUTH MARK SET IN THE EAST CURB OF THE NORTH-SOUTH ROAD
 AW3220'ALONG THE WEST EDGE OF THE ANDERSON MEMORIAL LIBRARY.
 AW3220'
 AW3220'THE AZIMUTH MARK IS A STANDARD DISK STAMPED U OF H 1952,
 AW3220'CEMENTED IN A DRILL HOLE IN THE CURB.  IT IS 80.3 FEET SOUTH OF
 AW3220'THE CENTER OF TWIN PINE TREES, 56 FEET NORTHWEST OF A FIRE
 AW3220'HYDRANT AND 2.0 FEET NORTH OF AN ALUMINUM LIGHT STANDARD.
 AW3220'
 AW3220'R.M. 3 TO R.M. 4 = 165.41 FEET, 50.420 METERS.
 AW3220'
 AW3220'HEIGHT OF LIGHT ABOVE STATION MARK 126.4 FEET.
 AW3220
 AW3220                          STATION RECOVERY (1968)
 AW3220
 AW3220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3220'4.25 MI S FROM HOUSTON.
 AW3220'DUE TO CHANGES IN REFERENCE MEASUREMENTS A NEW DESCRIPTION FOLLOWS--
 AW3220'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK SET IN THE TOP
 AW3220'OF 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 AW3220'SURFACE.  IT IS 93.3 FEET NORTH OF THE NORTHWEST CORNER OF THE WEST
 AW3220'ENTRANCE WING ON THE NORTH SIDE OF THE LAMAR FLEMING BUILDING, 67.3
 AW3220'FEET WEST OF THE EAST END OF THE DIVIDED MEDIAN, 42.7 FEET
 AW3220'NORTH-NORTHWEST OF LIGHT STANDARD B 15, 28 FEET SOUTH OF THE CURB
 AW3220'ALONG THE NORTH EDGE OF THE MEDIAN AND 16.1 FEET NORTH OF THE CURB
 AW3220'ALONG THE SOUTH EDGE OF THE MEDIAN.
 AW3220
 AW3220                          STATION RECOVERY (1973)
 AW3220
 AW3220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3220'MARK NOT FOUND.
 AW3220
 AW3220                          STATION RECOVERY (1978)
 AW3220
 AW3220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (EEE)
 AW3220'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.  THE STATION
 AW3220'MARK WAS SEARCHED FOR BUT NOT FOUND.  THE AZIMUTH MARK HAS BEEN
 AW3220'DESTROYED BY CONSTRUCTION ON THE UNIVERSITY LIBRARY.  A COMPLETE
 AW3220'REPORT WAS MADE BY THE FOLLOWING OFFICE--
 AW3220
 AW3220                          STATION RECOVERY (1986)
 AW3220
 AW3220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 AW3220'MARK WAS RESTAMPED AS---YOUNTS PEAK---BY THE UNIVERSITY OF HOUSTON
 AW3220'DEPT. CIVIL TECHNOLOGY.  THIS GROUP WAS TO TIE THE NEW MARKER TO THE
 AW3220'CITY OF HOUSTON SYSTEM WITH GPS.
 AW3220
 AW3220                          STATION RECOVERY (1990)
 AW3220
 AW3220'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW3220'MARK NOT FOUND.
 AW3220
 AW3220                          STATION RECOVERY (1991)
 AW3220
 AW3220'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW3220'RECOVERED IN GOOD CONDITION.
 AW3220
 AW3220                          STATION RECOVERY (1995)
 AW3220
 AW3220'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0626 ***********************************************************************
 BM0626  DESIGNATION -  U TEXAS AZ MK
 BM0626  PID         -  BM0626
 BM0626  STATE/COUNTY-  TX/TRAVIS
 BM0626  USGS QUAD   -  AUSTIN EAST (1988)
 BM0626
 BM0626                         *CURRENT SURVEY CONTROL
 BM0626  ___________________________________________________________________
 BM0626* NAD 83(1986)-  30 17 15.     (N)    097 44 26.     (W)     SCALED    
 BM0626* NAVD 88     -       182.500  (meters)     598.75   (feet)  POSTED    
 BM0626  ___________________________________________________________________
 BM0626  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BM0626  DYNAMIC HT  -         182.250 (meters)     597.93  (feet)  COMP
 BM0626  MODELED GRAV-     979,274.6   (mgal)                       NAVD 88
 BM0626
 BM0626  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BM0626
 BM0626.The horizontal coordinates were scaled from a topographic map and have
 BM0626.an estimated accuracy of +/- 6 seconds.
 BM0626
 BM0626.The orthometric height was determined by differential leveling
 BM0626.and adjusted by the National Geodetic Survey in 1992..
 BM0626.No vertical observational check was made to the station.
 BM0626.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BM0626.was located on a no-check spur therefore a value was not computed.
 BM0626
 BM0626.The geoid height was determined by GEOID03.
 BM0626
 BM0626.The dynamic height is computed by dividing the NAVD 88
 BM0626.geopotential number by the normal gravity value computed on the
 BM0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0626.degrees latitude (g = 980.6199 gals.).
 BM0626
 BM0626.The modeled gravity was interpolated from observed gravity values.
 BM0626
 BM0626;                    North         East    Units  Estimated Accuracy
 BM0626;SPC TX C     - 3,071,730.      949,410.      MT  (+/- 180 meters Scaled)
 BM0626
 BM0626                          SUPERSEDED SURVEY CONTROL
 BM0626
 BM0626  NGVD 29 (??/??/92)  182.415  (m)          598.47   (f) ADJ UNCH    1 2
 BM0626
 BM0626.Superseded values are not recommended for survey control.
 BM0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0626.See file dsdata.txt to determine how the superseded data were derived.
 BM0626
 BM0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU211513(NAD 83)
 BM0626_MARKER: DZ = AZIMUTH MARK DISK
 BM0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0626_STAMPING: U TEXAS 1935 AZIMUTH
 BM0626_MARK LOGO: CGS   
 BM0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0626+STABILITY: SURFACE MOTION
 BM0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0626+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2002
 BM0626
 BM0626  HISTORY     - Date     Condition        Report By
 BM0626  HISTORY     - 1935     MONUMENTED       CGS
 BM0626  HISTORY     - 1953     GOOD             NGS
 BM0626  HISTORY     - 1980     GOOD             NGS
 BM0626  HISTORY     - 1990     GOOD             USPSQD
 BM0626  HISTORY     - 19910719 GOOD             USPSQD
 BM0626  HISTORY     - 19980730 GOOD             USPSQD
 BM0626  HISTORY     - 20010224 GOOD             USPSQD
 BM0626  HISTORY     - 20020225 GOOD             NGS
 BM0626  HISTORY     - 20030308 GOOD             USPSQD
 BM0626  HISTORY     - 20050305 GOOD             USPSQD
 BM0626
 BM0626                          STATION DESCRIPTION
 BM0626
 BM0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0626'IN AUSTIN.
 BM0626'AT AUSTIN, ON THE CAMPUS OF THE UNIVERSITY OF TEXAS, AT THE
 BM0626'INTERSECTION OF WHITIS AVENUE AND WEST 24TH STREET, 37 FEET EAST OF
 BM0626'THE CENTER OF THE NORTH ENTRANCE TO THE CAMPUS, 32 FEET SOUTH OF THE
 BM0626'CENTER LINE OF WEST 24TH STREET, 35 FEET NORTHWEST OF LIGHT POST 40,
 BM0626'0.15 MILE NORTH OF TRIANGULATION STATION U. TEXAS 1935, 2 FEET SOUTH
 BM0626'OF THE SOUTH CURB OF WEST 24TH STREET, SET IN THE TOP OF A CONCRETE
 BM0626'POST WHICH IS FLUSH WITH THE GROUND.
 BM0626
 BM0626                          STATION RECOVERY (1980)
 BM0626
 BM0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0626'RECOVERED IN GOOD CONDITION.
 BM0626
 BM0626                          STATION RECOVERY (1990)
 BM0626
 BM0626'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0626'RECOVERED IN GOOD CONDITION.
 BM0626
 BM0626                          STATION RECOVERY (1991)
 BM0626
 BM0626'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0626'RECOVERED IN GOOD CONDITION.
 BM0626
 BM0626                          STATION RECOVERY (1998)
 BM0626
 BM0626'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0626'RECOVERED IN GOOD CONDITION.
 BM0626
 BM0626                          STATION RECOVERY (2001)
 BM0626
 BM0626'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM0626'RECOVERED IN GOOD CONDITION.
 BM0626
 BM0626                          STATION RECOVERY (2002)
 BM0626
 BM0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 BM0626'STATION IS AT ONE OF WESTERN CAMPUS ENTRANCES ALONG WHITIS ST.
 BM0626'STATION IS SOUTH OF PARKING ATTENDANT'S BOOTH.
 BM0626
 BM0626                          STATION RECOVERY (2003)
 BM0626
 BM0626'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0626'RECOVERED IN GOOD CONDITION.
 BM0626
 BM0626                          STATION RECOVERY (2005)
 BM0626
 BM0626'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0836 ***********************************************************************
 BZ0836  DESIGNATION -  UA USE
 BZ0836  PID         -  BZ0836
 BZ0836  STATE/COUNTY-  TX/BELL
 BZ0836  USGS QUAD   -  BELTON (1993)
 BZ0836
 BZ0836                         *CURRENT SURVEY CONTROL
 BZ0836  ___________________________________________________________________
 BZ0836* NAD 83(1986)-  31 06 12.     (N)    097 28 38.     (W)     SCALED    
 BZ0836* NAVD 88     -       201.963  (meters)     662.61   (feet)  ADJUSTED  
 BZ0836  ___________________________________________________________________
 BZ0836  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BZ0836  DYNAMIC HT  -         201.696 (meters)     661.73  (feet)  COMP
 BZ0836  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 BZ0836
 BZ0836  VERT ORDER  -  FIRST     CLASS II
 BZ0836
 BZ0836.The horizontal coordinates were scaled from a topographic map and have
 BZ0836.an estimated accuracy of +/- 6 seconds.
 BZ0836
 BZ0836.The orthometric height was determined by differential leveling
 BZ0836.and adjusted by the National Geodetic Survey in June 1991..
 BZ0836
 BZ0836.The geoid height was determined by GEOID03.
 BZ0836
 BZ0836.The dynamic height is computed by dividing the NAVD 88
 BZ0836.geopotential number by the normal gravity value computed on the
 BZ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0836.degrees latitude (g = 980.6199 gals.).
 BZ0836
 BZ0836.The modeled gravity was interpolated from observed gravity values.
 BZ0836
 BZ0836;                    North         East    Units  Estimated Accuracy
 BZ0836;SPC TX C     - 3,162,760.      972,410.      MT  (+/- 180 meters Scaled)
 BZ0836
 BZ0836                          SUPERSEDED SURVEY CONTROL
 BZ0836
 BZ0836  NGVD 29 (??/??/92)  201.898  (m)          662.39   (f) ADJ UNCH    1 2
 BZ0836
 BZ0836.Superseded values are not recommended for survey control.
 BZ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0836.See file dsdata.txt to determine how the superseded data were derived.
 BZ0836
 BZ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV452420(NAD 83)
 BZ0836_MARKER: DD = SURVEY DISK
 BZ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0836_STAMPING: UA 1948 UPPER BEL DAM SITE GALVESTON
 BZ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0836+STABILITY: SURFACE MOTION
 BZ0836
 BZ0836  HISTORY     - Date     Condition        Report By
 BZ0836  HISTORY     - 1948     MONUMENTED       DOD
 BZ0836  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0836
 BZ0836                          STATION DESCRIPTION
 BZ0836
 BZ0836'DESCRIBED BY US DEPARTMENT OF DEFENSE 1948
 BZ0836'1.6 MI NW FROM BELTON.
 BZ0836'1.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0836'THE STATION AT BELTON, BELL COUNTY, THENCE 1.0 MILE NORTH ALONG AN
 BZ0836'OILED ROAD, 0.3 MILE NORTHWEST ALONG AN OILED ROAD, 210 FEET SOUTHEAST
 BZ0836'OF A FENCE CORNER, AND 178 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BZ0836'ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 BZ0836'GROUND.
 BZ0836
 BZ0836                          STATION RECOVERY (2003)
 BZ0836
 BZ0836'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0838 ***********************************************************************
 BZ0838  DESIGNATION -  UB USE
 BZ0838  PID         -  BZ0838
 BZ0838  STATE/COUNTY-  TX/BELL
 BZ0838  USGS QUAD   -  BELTON (1993)
 BZ0838
 BZ0838                         *CURRENT SURVEY CONTROL
 BZ0838  ___________________________________________________________________
 BZ0838* NAD 83(1986)-  31 06 20.     (N)    097 28 27.     (W)     SCALED    
 BZ0838* NAVD 88     -       195.831  (meters)     642.49   (feet)  ADJUSTED  
 BZ0838  ___________________________________________________________________
 BZ0838  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BZ0838  DYNAMIC HT  -         195.572 (meters)     641.64  (feet)  COMP
 BZ0838  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 BZ0838
 BZ0838  VERT ORDER  -  FIRST     CLASS II
 BZ0838
 BZ0838.The horizontal coordinates were scaled from a topographic map and have
 BZ0838.an estimated accuracy of +/- 6 seconds.
 BZ0838
 BZ0838.The orthometric height was determined by differential leveling
 BZ0838.and adjusted by the National Geodetic Survey in June 1991..
 BZ0838
 BZ0838.The geoid height was determined by GEOID03.
 BZ0838
 BZ0838.The dynamic height is computed by dividing the NAVD 88
 BZ0838.geopotential number by the normal gravity value computed on the
 BZ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0838.degrees latitude (g = 980.6199 gals.).
 BZ0838
 BZ0838.The modeled gravity was interpolated from observed gravity values.
 BZ0838
 BZ0838;                    North         East    Units  Estimated Accuracy
 BZ0838;SPC TX C     - 3,163,010.      972,700.      MT  (+/- 180 meters Scaled)
 BZ0838
 BZ0838                          SUPERSEDED SURVEY CONTROL
 BZ0838
 BZ0838  NGVD 29 (??/??/92)  195.766  (m)          642.28   (f) ADJ UNCH    1 2
 BZ0838
 BZ0838.Superseded values are not recommended for survey control.
 BZ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0838.See file dsdata.txt to determine how the superseded data were derived.
 BZ0838
 BZ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV455423(NAD 83)
 BZ0838_MARKER: DD = SURVEY DISK
 BZ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0838_STAMPING: UB 1948 UPPER BEL DAM SITE GALVESTON
 BZ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0838+STABILITY: SURFACE MOTION
 BZ0838
 BZ0838  HISTORY     - Date     Condition        Report By
 BZ0838  HISTORY     - 1948     MONUMENTED       DOD
 BZ0838  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0838
 BZ0838                          STATION DESCRIPTION
 BZ0838
 BZ0838'DESCRIBED BY US DEPARTMENT OF DEFENSE 1948
 BZ0838'1.6 MI NW FROM BELTON.
 BZ0838'1.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0838'THE STATION AT BELTON, BELL COUNTY, THENCE 1.0 MILE NORTH ALONG AN
 BZ0838'OILED ROAD, 0.3 MILE NORTHWEST ALONG AN OILED ROAD, 0.2 MILE NORTHEAST
 BZ0838'ALONG AN OILED ROAD, 0.1 MILE EAST ALONG A DIRT ROAD.  70 FEET SOUTH
 BZ0838'OF THE CENTERLINE OF THE DIRT ROAD, 39 FEET SOUTHEAST OF A
 BZ0838'POWER-TRANSMISSION LINE POLE, 26 FEET WEST OF A 14-INCH OAK TREE, AND
 BZ0838'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 BZ0838
 BZ0838                          STATION RECOVERY (2003)
 BZ0838
 BZ0838'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0837 ***********************************************************************
 BZ0837  DESIGNATION -  UK USE
 BZ0837  PID         -  BZ0837
 BZ0837  STATE/COUNTY-  TX/BELL
 BZ0837  USGS QUAD   -  BELTON (1993)
 BZ0837
 BZ0837                         *CURRENT SURVEY CONTROL
 BZ0837  ___________________________________________________________________
 BZ0837* NAD 83(1986)-  31 06 19.     (N)    097 28 31.     (W)     SCALED    
 BZ0837* NAVD 88     -       196.356  (meters)     644.21   (feet)  ADJUSTED  
 BZ0837  ___________________________________________________________________
 BZ0837  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BZ0837  DYNAMIC HT  -         196.097 (meters)     643.36  (feet)  COMP
 BZ0837  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 BZ0837
 BZ0837  VERT ORDER  -  FIRST     CLASS II
 BZ0837
 BZ0837.The horizontal coordinates were scaled from a topographic map and have
 BZ0837.an estimated accuracy of +/- 6 seconds.
 BZ0837
 BZ0837.The orthometric height was determined by differential leveling
 BZ0837.and adjusted by the National Geodetic Survey in June 1991..
 BZ0837
 BZ0837.The geoid height was determined by GEOID03.
 BZ0837
 BZ0837.The dynamic height is computed by dividing the NAVD 88
 BZ0837.geopotential number by the normal gravity value computed on the
 BZ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0837.degrees latitude (g = 980.6199 gals.).
 BZ0837
 BZ0837.The modeled gravity was interpolated from observed gravity values.
 BZ0837
 BZ0837;                    North         East    Units  Estimated Accuracy
 BZ0837;SPC TX C     - 3,162,980.      972,590.      MT  (+/- 180 meters Scaled)
 BZ0837
 BZ0837                          SUPERSEDED SURVEY CONTROL
 BZ0837
 BZ0837  NGVD 29 (??/??/92)  196.291  (m)          644.00   (f) ADJ UNCH    1 2
 BZ0837
 BZ0837.Superseded values are not recommended for survey control.
 BZ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0837.See file dsdata.txt to determine how the superseded data were derived.
 BZ0837
 BZ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV454422(NAD 83)
 BZ0837_MARKER: DD = SURVEY DISK
 BZ0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0837_SP_SET: BRIDGE ABUTMENT
 BZ0837_STAMPING: UK 1953
 BZ0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0837
 BZ0837  HISTORY     - Date     Condition        Report By
 BZ0837  HISTORY     - 1953     MONUMENTED       DOD
 BZ0837  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0837
 BZ0837                          STATION DESCRIPTION
 BZ0837
 BZ0837'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 BZ0837'1.6 MI NW FROM BELTON.
 BZ0837'1.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0837'THE STATION AT BELTON, BELL COUNTY, THENCE 1.0 MILE NORTH ALONG AN
 BZ0837'OILED ROAD, 0.3 MILE NORTHWEST ALONG AN OILED ROAD, 0.2 MILE NORTHEAST
 BZ0837'ALONG AN OILED ROAD.  117 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY,
 BZ0837'11.6 FEET WEST OF THE CENTERLINE OF A CONCRETE DRIVEWAY LEADING TO A
 BZ0837'TOWER, AT THE SERVICE BRIDGE OF A GAGING STATION, AND IN THE TOP OF
 BZ0837'THE WEST END OF THE SOUTH ABUTMENT.
 BZ0837
 BZ0837                          STATION RECOVERY (2003)
 BZ0837
 BZ0837'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0375 ***********************************************************************
 FM0375  DESIGNATION -  UMBARGER
 FM0375  PID         -  FM0375
 FM0375  STATE/COUNTY-  TX/RANDALL
 FM0375  USGS QUAD   -  BIVINS LAKE (1984)
 FM0375
 FM0375                         *CURRENT SURVEY CONTROL
 FM0375  ___________________________________________________________________
 FM0375* NAD 83(1993)-  35 00 54.47513(N)    102 06 27.95345(W)     ADJUSTED  
 FM0375* NAVD 88     -      1149.752  (meters)    3772.14   (feet)  ADJUSTED  
 FM0375  ___________________________________________________________________
 FM0375  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 FM0375  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 FM0375  DYNAMIC HT  -        1148.343 (meters)    3767.52  (feet)  COMP
 FM0375  MODELED GRAV-     979,369.4   (mgal)                       NAVD 88
 FM0375
 FM0375  HORZ ORDER  -  FIRST
 FM0375  VERT ORDER  -  SECOND    CLASS 0
 FM0375
 FM0375.The horizontal coordinates were established by classical geodetic methods
 FM0375.and adjusted by the National Geodetic Survey in February 1996..
 FM0375
 FM0375.The orthometric height was determined by differential leveling
 FM0375.and adjusted by the National Geodetic Survey in June 1991..
 FM0375
 FM0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0375
 FM0375.The geoid height was determined by GEOID03.
 FM0375
 FM0375.The dynamic height is computed by dividing the NAVD 88
 FM0375.geopotential number by the normal gravity value computed on the
 FM0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0375.degrees latitude (g = 980.6199 gals.).
 FM0375
 FM0375.The modeled gravity was interpolated from observed gravity values.
 FM0375
 FM0375;                    North         East     Units Scale Factor Converg.
 FM0375;SPC TX N     - 1,112,786.215   144,532.406   MT  0.99993543   -0 21 08.0
 FM0375;SPC TX N     - 3,650,866.11    474,186.74   sFT  0.99993543   -0 21 08.0
 FM0375;UTM  13      - 3,878,545.093   763,911.236   MT  1.00045848   +1 39 37.8
 FM0375
 FM0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0375!SPC TX N     -   0.99982359  x   0.99993543  =   0.99975903
 FM0375!UTM  13      -   0.99982359  x   1.00045848  =   1.00028198
 FM0375
 FM0375:                Primary Azimuth Mark                     Grid Az
 FM0375:SPC TX N     -  UMBARGER AZ MK                           091 47 08.1
 FM0375:UTM  13      -  UMBARGER AZ MK                           089 46 22.3
 FM0375
 FM0375|---------------------------------------------------------------------|
 FM0375| PID    Reference Object                     Distance      Geod. Az  |
 FM0375|                                                           dddmmss.s |
 FM0375| FM0374 UMBARGER AZ MK                                     0912600.1 |
 FM0375| CJ9158 UMBARGER RM 1                        48.835 METERS 10845     |
 FM0375| FM0376 UMBARGER RM 2                         4.929 METERS 17815     |
 FM0375| FM0903 AIRWAY BEACON 92                    APPROX.37.4 KM 3071659.7 |
 FM0375|---------------------------------------------------------------------|
 FM0375
 FM0375                          SUPERSEDED SURVEY CONTROL
 FM0375
 FM0375  NAD 83(1986)-  35 00 54.48245(N)    102 06 27.94482(W) AD(       ) 1
 FM0375  NAD 27      -  35 00 54.27800(N)    102 06 26.23100(W) AD(       ) 1
 FM0375  NGVD 29 (??/??/92) 1149.243  (m)         3770.47   (f) ADJ UNCH    2 0
 FM0375
 FM0375.Superseded values are not recommended for survey control.
 FM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0375.See file dsdata.txt to determine how the superseded data were derived.
 FM0375
 FM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6391178545(NAD 83)
 FM0375_MARKER: DS = TRIANGULATION STATION DISK
 FM0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0375_STAMPING: UMBARGER 1921
 FM0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0375+STABILITY: SURFACE MOTION
 FM0375
 FM0375  HISTORY     - Date     Condition        Report By
 FM0375  HISTORY     - 1921     MONUMENTED       CGS
 FM0375  HISTORY     - 1935     GOOD             CGS
 FM0375  HISTORY     - 1935     GOOD             NGS
 FM0375  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0375
 FM0375                          STATION DESCRIPTION
 FM0375
 FM0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FM0375'STATION IS 4 MILES N AND 1/2 MILE W OF UMBARGER, A SMALL
 FM0375'TOWN ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 1/2 MILE
 FM0375'N OF A HOUSE BELONGING TO MR. FREMMEL, 1/2 MILE W OF A
 FM0375'PUBLIC LIBRARY LEADING N FROM UMBARGER, AND ABOUT 1 MILE
 FM0375'S OF PALODURO CANYON.  STATION IS ON LAND BELONGING TO JUDGE
 FM0375'WORD OF AMARILLO, AND IS ABOUT 30 METERS (98 FEET) N OF A
 FM0375'SECTION LINE FENCE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FM0375'DISKS SET IN CONCRETE.  TWO REFERENCE MARKS
 FM0375'WERE SET, STANDARD DISKS SET IN CONCRETE.
 FM0375'REFERENCE MARK NO. 1 IS 48.83 METERS (160.2 FEET) FROM
 FM0375'STATION.  REFERENCE MARK NO.
 FM0375'2, 16.17 METERS (53.1 FEET).
 FM0375
 FM0375                          STATION RECOVERY (1935)
 FM0375
 FM0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0375'STATION IS ABOUT 4 MILES AIRLINE N OF UMBARGER, LOCATED IN
 FM0375'A CULTIVATED FIELD ON THE TOP OF A SLOPING RIDGE, 0.5 MILE
 FM0375'W OF THE GRADED BUSHLAND-UMBARGER ROAD, 56 FEET N OF AN E-W
 FM0375'FENCE WHICH IS THE S BOUNDARY OF THE CULTIVATED FIELD, 66 FEET
 FM0375'N OF THE CENTER LINE OF AN E-W TRACK ROAD OR FENCED LAND AND
 FM0375'IS APPROXIMATELY 0.5 MILE N OF A FARMHOUSE.  THE STATION MARK
 FM0375'IS STAMPED UMBARGER 1921, AND IS SET
 FM0375'8 INCHES BELOW THE SURFACE OF THE GROUND.
 FM0375'
 FM0375'REFERENCE MARK NO. 1 IS ESE OF THE STATION, IS 4 FEET N OF AN
 FM0375'E-W FENCE, 15 FEET N OF THE CENTER LINE OF THE TRACK ROAD,
 FM0375'IS STAMPED UMBARGER 1921, AND IS
 FM0375'SET FLUSH WITH THE GROUND.
 FM0375'
 FM0375'REFERENCE MARK NO. 2 IS S OF THE STATION, 2 FEET N OF AN
 FM0375'E-W FENCE, 12 FEET N OF THE CENTER LINE OF THE TRACK ROAD,
 FM0375'IS STAMPED UMBARGER 1921, AND
 FM0375'IS FLUSH WITH THE GROUND.
 FM0375'
 FM0375'AZIMUTH MARK IS E OF THE STATION ON THE FIRST HILL E OF THE
 FM0375'N-S GRADED ROAD.  IT IS 12 FEET S OF THE CENTER LINE OF A GRADED
 FM0375'ROAD WHICH IS A CONTINUATION OF THE TRACK ROAD WHICH IS JUST
 FM0375'S OF THE STATION, IS 1 FOOT S OF AN E-W WIRE FENCE,
 FM0375'IS STAMPED UMBARGER 1935, AND PROJECTS 8 INCHES.
 FM0375'
 FM0375'STATION IS REACHED FROM THE POST OFFICE IN UMBARGER, BY
 FM0375'DRIVING NE ON U.S. HIGHWAY 60 FOR 0.5 MILE TO A ROAD INTERSECTION.
 FM0375'LEAVE THE HIGHWAY, TURN LEFT OR N ON A GRADED ROAD AND GO
 FM0375'4.0 MILES TO CROSSROADS.  LEAVE THE GRADED ROAD, TURN W ON
 FM0375'A FENCED TRACK ROAD AND GO 0.5 MILE TO TOP OF RIDGE AND STATION.
 FM0375'
 FM0375'A 20-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 FM0375
 FM0375                          STATION RECOVERY (1935)
 FM0375
 FM0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FM0375'4.3 MI N FROM UMBARGER.
 FM0375'4.3 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT UMBARGER,
 FM0375'RANDALL COUNTY, THENCE 0.6 MILE WEST ALONG A GRADED ROAD, ON A HIGH
 FM0375'POINT OF LAND, 0.2 MILE FROM RUNNING CREEK, 47 FEET NORTH OF THE
 FM0375'CENTERLINE OF THE TRAIL, AND SET IN THE TOP OF A CONCRETE POST.
 FM0375
 FM0375                          STATION RECOVERY (1980)
 FM0375
 FM0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0375'SEARCHED FOR , NOT FOUND AZ MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0374 ***********************************************************************
 FM0374  DESIGNATION -  UMBARGER AZ MK
 FM0374  PID         -  FM0374
 FM0374  STATE/COUNTY-  TX/RANDALL
 FM0374  USGS QUAD   -  BIVINS LAKE (1984)
 FM0374
 FM0374                         *CURRENT SURVEY CONTROL
 FM0374  ___________________________________________________________________
 FM0374* NAD 83(1986)-  35 00 52.     (N)    102 05 34.     (W)     SCALED    
 FM0374* NAVD 88     -      1145.319  (meters)    3757.60   (feet)  ADJUSTED  
 FM0374  ___________________________________________________________________
 FM0374  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 FM0374  DYNAMIC HT  -        1143.916 (meters)    3753.00  (feet)  COMP
 FM0374  MODELED GRAV-     979,369.8   (mgal)                       NAVD 88
 FM0374
 FM0374  VERT ORDER  -  SECOND    CLASS 0
 FM0374
 FM0374.The horizontal coordinates were scaled from a topographic map and have
 FM0374.an estimated accuracy of +/- 6 seconds.
 FM0374
 FM0374.The orthometric height was determined by differential leveling
 FM0374.and adjusted by the National Geodetic Survey in June 1991..
 FM0374
 FM0374.The geoid height was determined by GEOID03.
 FM0374
 FM0374.The dynamic height is computed by dividing the NAVD 88
 FM0374.geopotential number by the normal gravity value computed on the
 FM0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0374.degrees latitude (g = 980.6199 gals.).
 FM0374
 FM0374.The modeled gravity was interpolated from observed gravity values.
 FM0374
 FM0374;                    North         East    Units  Estimated Accuracy
 FM0374;SPC TX N     - 1,112,700.      145,900.      MT  (+/- 180 meters Scaled)
 FM0374
 FM0374                          SUPERSEDED SURVEY CONTROL
 FM0374
 FM0374  NGVD 29 (??/??/92) 1144.81   (m)         3755.9    (f) COMPUTED    2 0
 FM0374
 FM0374.Superseded values are not recommended for survey control.
 FM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0374.See file dsdata.txt to determine how the superseded data were derived.
 FM0374
 FM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU652785(NAD 83)
 FM0374_MARKER: DR = REFERENCE MARK DISK
 FM0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0374_STAMPING: UMBARGER AZIMUTH
 FM0374_MARK LOGO: CGS   
 FM0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0374+STABILITY: SURFACE MOTION
 FM0374
 FM0374  HISTORY     - Date     Condition        Report By
 FM0374  HISTORY     - 1935     MONUMENTED       NGS
 FM0374  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0374
 FM0374                          STATION DESCRIPTION
 FM0374
 FM0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0374'4.3 MI N FROM UMBARGER.
 FM0374'4.3 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT UMBARGER,
 FM0374'RANDALL COUNTY, THENCE 0.4 MILE EAST ALONG A GRADED ROAD, 20 FEET
 FM0374'SOUTH OF THE CENTERLINE OF THE ROAD, AT THE SOUTH RIGHT-OF-WAY FENCE,
 FM0374'AND SET IN THE TOP OF A CONCRETE POST.
 FM0374
 FM0374                          STATION RECOVERY (1961)
 FM0374
 FM0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0593 ***********************************************************************
 EO0593  DESIGNATION -  UMBARGER ELEVATOR
 EO0593  PID         -  EO0593
 EO0593  STATE/COUNTY-  TX/RANDALL
 EO0593  USGS QUAD   -  UMBARGER (1984)
 EO0593
 EO0593                         *CURRENT SURVEY CONTROL
 EO0593  ___________________________________________________________________
 EO0593* NAD 83(1993)-  34 57 08.87848(N)    102 06 29.12451(W)     ADJUSTED  
 EO0593* NAVD 88     -                                                        
 EO0593  ___________________________________________________________________
 EO0593  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 EO0593  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 EO0593
 EO0593  HORZ ORDER  -  THIRD
 EO0593
 EO0593.The horizontal coordinates were established by classical geodetic methods
 EO0593.and adjusted by the National Geodetic Survey in February 1996..
 EO0593
 EO0593
 EO0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0593
 EO0593.The geoid height was determined by GEOID03.
 EO0593
 EO0593;                    North         East     Units Scale Factor Converg.
 EO0593;SPC TX N     - 1,105,834.796   144,459.961   MT  0.99994366   -0 21 08.7
 EO0593;SPC TX N     - 3,628,059.66    473,949.06   sFT  0.99994366   -0 21 08.7
 EO0593;UTM  13      - 3,871,591.803   764,082.911   MT  1.00045961   +1 39 27.8
 EO0593
 EO0593                          SUPERSEDED SURVEY CONTROL
 EO0593
 EO0593  NAD 83(1986)-  34 57 08.88658(N)    102 06 29.11508(W) AD(       ) 4
 EO0593  NAD 27      -  34 57 08.68000(N)    102 06 27.40000(W) AD(       ) 3
 EO0593
 EO0593.Superseded values are not recommended for survey control.
 EO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0593.See file dsdata.txt to determine how the superseded data were derived.
 EO0593
 EO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6408371592(NAD 83)
 EO0593
 EO0593  HISTORY     - Date     Condition        Report By
 EO0593  HISTORY     - 1921     FIRST OBSERVED   CGS
 EO0593  HISTORY     - 1961     SEE DESCRIPTION  USGS
 EO0593
 EO0593                          STATION DESCRIPTION
 EO0593
 EO0593'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EO0593'THERE ARE TWO SMALL METAL ELEVATORS IN THE VICINITY OF THE
 EO0593'1921 POSITION.  IT IS IMPOSSIBLE TO DETERMINE AT WHICH POINT OF
 EO0593'WHICH ELEVATOR THE POSITION APPLIES TO.  THESE OLD ELEVATORS ARE
 EO0593'COMPLETELY DOMINATED BY LARGE NEW CONCRETE ELEVATORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0376 ***********************************************************************
 FM0376  DESIGNATION -  UMBARGER RM 2
 FM0376  PID         -  FM0376
 FM0376  STATE/COUNTY-  TX/RANDALL
 FM0376  USGS QUAD   -  BIVINS LAKE (1984)
 FM0376
 FM0376                         *CURRENT SURVEY CONTROL
 FM0376  ___________________________________________________________________
 FM0376* NAD 83(1986)-  35 00 54.     (N)    102 06 28.     (W)     SCALED    
 FM0376* NAVD 88     -      1150.012  (meters)    3773.00   (feet)  ADJUSTED  
 FM0376  ___________________________________________________________________
 FM0376  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 FM0376  DYNAMIC HT  -        1148.602 (meters)    3768.37  (feet)  COMP
 FM0376  MODELED GRAV-     979,369.4   (mgal)                       NAVD 88
 FM0376
 FM0376  VERT ORDER  -  SECOND    CLASS 0
 FM0376
 FM0376.The horizontal coordinates were scaled from a topographic map and have
 FM0376.an estimated accuracy of +/- 6 seconds.
 FM0376
 FM0376.The orthometric height was determined by differential leveling
 FM0376.and adjusted by the National Geodetic Survey in June 1991..
 FM0376
 FM0376.The geoid height was determined by GEOID03.
 FM0376
 FM0376.The dynamic height is computed by dividing the NAVD 88
 FM0376.geopotential number by the normal gravity value computed on the
 FM0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0376.degrees latitude (g = 980.6199 gals.).
 FM0376
 FM0376.The modeled gravity was interpolated from observed gravity values.
 FM0376
 FM0376;                    North         East    Units  Estimated Accuracy
 FM0376;SPC TX N     - 1,112,770.      144,530.      MT  (+/- 180 meters Scaled)
 FM0376
 FM0376                          SUPERSEDED SURVEY CONTROL
 FM0376
 FM0376  NGVD 29 (??/??/92) 1149.50   (m)         3771.3    (f) COMPUTED    2 0
 FM0376
 FM0376.Superseded values are not recommended for survey control.
 FM0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0376.See file dsdata.txt to determine how the superseded data were derived.
 FM0376
 FM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU639785(NAD 83)
 FM0376_MARKER: DR = REFERENCE MARK DISK
 FM0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0376_STAMPING: UMBARGER REFERENCE
 FM0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0376+STABILITY: SURFACE MOTION
 FM0376
 FM0376  HISTORY     - Date     Condition        Report By
 FM0376  HISTORY     - 1921     MONUMENTED       CGS
 FM0376  HISTORY     - 1935     GOOD             NGS
 FM0376  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0376
 FM0376                          STATION DESCRIPTION
 FM0376
 FM0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0376'4.9 MI N FROM UMBARGER.
 FM0376'4.9 MILES NORTH OF THE POST OFFICE AT UMBARGER, RANDALL COUNTY, ALONG
 FM0376'A GRADED ROAD, 0.6 MILES WEST ALONG THE GRADED ROAD, AT THE NORTH
 FM0376'RIGHT-OF-WAY FENCE, 50 FEET SOUTH OF UMBARGER TRI STATION, AND SET IN
 FM0376'THE TOP OF A CONCRETE POST.
 FM0376
 FM0376                          STATION RECOVERY (1961)
 FM0376
 FM0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0801 ***********************************************************************
 CV0801  DESIGNATION -  UNDERWOOD
 CV0801  PID         -  CV0801
 CV0801  STATE/COUNTY-  TX/ANDREWS
 CV0801  USGS QUAD   -  SHAFTER LAKE (1971)
 CV0801
 CV0801                         *CURRENT SURVEY CONTROL
 CV0801  ___________________________________________________________________
 CV0801* NAD 83(1993)-  32 28 03.81780(N)    102 39 27.83451(W)     ADJUSTED  
 CV0801* NAVD 88     -       982.0    (meters)    3222.     (feet)  VERTCON   
 CV0801  ___________________________________________________________________
 CV0801  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 CV0801  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CV0801
 CV0801  HORZ ORDER  -  FIRST
 CV0801
 CV0801.The horizontal coordinates were established by classical geodetic methods
 CV0801.and adjusted by the National Geodetic Survey in February 1996..
 CV0801
 CV0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0801
 CV0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0801
 CV0801.The geoid height was determined by GEOID03.
 CV0801
 CV0801;                    North         East     Units Scale Factor Converg.
 CV0801;SPC TXNC     - 2,096,563.547   209,262.014   MT  0.99992418   -2 16 03.4
 CV0801;SPC TXNC     - 6,878,475.57    686,553.79   sFT  0.99992418   -2 16 03.4
 CV0801;UTM  13      - 3,594,697.959   720,135.449   MT  1.00019761   +1 15 28.4
 CV0801
 CV0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0801!SPC TXNC     -   0.99984943  x   0.99992418  =   0.99977362
 CV0801!UTM  13      -   0.99984943  x   1.00019761  =   1.00004701
 CV0801
 CV0801|---------------------------------------------------------------------|
 CV0801| PID    Reference Object                     Distance      Geod. Az  |
 CV0801|                                                           dddmmss.s |
 CV0801| CH9817 UNDERWOOD RM 1                       26.054 METERS 15242     |
 CV0801| CH9816 UNDERWOOD AZ MK                                    2192755.0 |
 CV0801| CH9818 UNDERWOOD RM 2                       25.207 METERS 23834     |
 CV0801|---------------------------------------------------------------------|
 CV0801
 CV0801                          SUPERSEDED SURVEY CONTROL
 CV0801
 CV0801  NAD 83(1993)-  32 28 03.82022(N)    102 39 27.82981(W) AD(       ) 1
 CV0801  NAD 83(1986)-  32 28 03.82048(N)    102 39 27.82576(W) AD(       ) 1
 CV0801  NAD 27      -  32 28 03.41900(N)    102 39 26.20100(W) AD(       ) 1
 CV0801  NGVD 29 (07/19/86)  981.6    (m)         3220.     (f) VERT ANG       
 CV0801
 CV0801.Superseded values are not recommended for survey control.
 CV0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0801.See file dsdata.txt to determine how the superseded data were derived.
 CV0801
 CV0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR2013594698(NAD 83)
 CV0801_MARKER: DS = TRIANGULATION STATION DISK
 CV0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0801
 CV0801  HISTORY     - Date     Condition        Report By
 CV0801  HISTORY     - 1935     MONUMENTED       CGS
 CV0801  HISTORY     - 1938     GOOD             TXHD
 CV0801  HISTORY     - 1947     GOOD             PHILIP
 CV0801
 CV0801                          STATION DESCRIPTION
 CV0801
 CV0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0801'STATION IS 11 MILES AIR LINE NNW OF ANDREWS, TEXAS AND LOCATED
 CV0801'ON THE FIRST HILL ABOUT 1/4 MILE N OF MONUMENT DRAW, ABOUT
 CV0801'1 MILE SE OF RANCH BUILDINGS OF JIM UNDERWOOD.  ABOUT 3/4
 CV0801'MILE NNW OF ANOTHER UNDERWOOD RANCH, ON THE HIGHEST POINT
 CV0801'IN THE VICINITY, ABOUT 1/4 MILE NW OF A ROW OF SEVERAL LOW
 CV0801'REDDISH DUNES.  MARK PROJECTS 1 INCH.
 CV0801'
 CV0801'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0801'BRONZE DISKS SET IN CONCRETE.
 CV0801'
 CV0801'REFERENCE MARK NO. 1 IS SE OF STATION AND PROJECTS 4 INCHES.
 CV0801'
 CV0801'REFERENCE MARK NO. 2 IS SW OF STATION AND PROJECTS 4 INCHES.
 CV0801'
 CV0801'AZIMUTH MARK IS SW OF STATION, 30 FEET E OF TRACK ROAD, 0.7
 CV0801'MILE NORTHERLY ALONG TRACK ROAD FROM BOARD GATE AT THE UNDERWOOD
 CV0801'RANCH AND MARK PROJECTS 1 INCH.
 CV0801'
 CV0801'STATION IS REACHED FROM THE DUPLEX CONCRETE SCHOOLHOUSE IN
 CV0801'THE SETTLEMENT KNOWN AS SHAFTER LAKE BY DRIVING E ON BLADED
 CV0801'ROAD 0.5 MILE TO A POINT 100 YARDS E OF A CATTLE GUARD WHERE
 CV0801'A ROAD FORKS TO THE LEFT.  TAKE THIS LEFT FORK ON A PLAIN
 CV0801'TRACK ROAD AND DRIVE NE FOR 0.1 MILE TO ANOTHER FORK.  TAKE
 CV0801'LEFT FORK AND KEEP ON MAIN ROAD AND CONTINUE NORTHEASTERLY
 CV0801'3.6 MILES, PASSING OVER A CATTLEGUARD AT 2.4 MILES.  AT FORKS,
 CV0801'LEAVE MAIN ROAD AND TAKE LEFT FORK AND GO 0.1 MILE TO A BOARD
 CV0801'GATE.  PASS THROUGH THIS GATE 100 YARDS SW OF RANCH BUILDINGS
 CV0801'AND DRIVE NORTHERLY KEEPING TO MAIN-TRAVELED ROAD FOR 0.7
 CV0801'MILE TO A POINT WHERE THE ROAD GOING DOWN INTO MONUMENT
 CV0801'DRAW ENTERS A DENSE GROWTH OF LOW BRUSH.  LEAVE ROAD AND
 CV0801'DRIVE NORTHEASTERLY ACROSS DRAW TO HIGHEST POINT, WHICH
 CV0801'IS VISIBLE FROM TURN-OFF AND STATION.
 CV0801'
 CV0801'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CV0801
 CV0801                          STATION RECOVERY (1938)
 CV0801
 CV0801'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0801'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0801'DESCRIPTION AS GIVEN TO REACH STATION IS SATISFACTORY.  NO
 CV0801'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CV0801
 CV0801                          STATION RECOVERY (1947)
 CV0801
 CV0801'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0801'STATION, AZIMUTH, AND BOTH REFERENCE MARKS IN PERFECT CONDITION
 CV0801'AS DESCRIBED.  STATION IS STAMPED UNDERWOOD 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1448 ***********************************************************************
 AH1448  DESIGNATION -  UNION
 AH1448  PID         -  AH1448
 AH1448  STATE/COUNTY-  TX/KENEDY
 AH1448  USGS QUAD   -  SOUTH BIRD ISLAND SE (1975)
 AH1448
 AH1448                         *CURRENT SURVEY CONTROL
 AH1448  ___________________________________________________________________
 AH1448* NAD 83(1993)-  27 16 04.73802(N)    097 21 27.12451(W)     ADJUSTED  
 AH1448* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1448  ___________________________________________________________________
 AH1448  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AH1448  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AH1448
 AH1448  HORZ ORDER  -  SECOND
 AH1448
 AH1448.The horizontal coordinates were established by classical geodetic methods
 AH1448.and adjusted by the National Geodetic Survey in February 1996..
 AH1448
 AH1448.The orthometric height was scaled from a topographic map.
 AH1448
 AH1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1448
 AH1448.The geoid height was determined by GEOID03.
 AH1448
 AH1448;                    North         East     Units Scale Factor Converg.
 AH1448;SPC TX S     - 5,177,924.899   413,113.018   MT  0.99990560   +0 31 07.3
 AH1448;SPC TX S     -16,987,908.61  1,355,354.96   sFT  0.99990560   +0 31 07.3
 AH1448;UTM  14      - 3,017,185.205   662,582.464   MT  0.99992630   +0 45 09.6
 AH1448
 AH1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1448!SPC TX S     -   1.00000361  x   0.99990560  =   0.99990921
 AH1448!UTM  14      -   1.00000361  x   0.99992630  =   0.99992991
 AH1448
 AH1448:                Primary Azimuth Mark                     Grid Az
 AH1448:SPC TX S     -  GRIFFINS POINT 3                         265 18 08.7
 AH1448:UTM  14      -  GRIFFINS POINT 3                         265 04 06.4
 AH1448
 AH1448|---------------------------------------------------------------------|
 AH1448| PID    Reference Object                     Distance      Geod. Az  |
 AH1448|                                                           dddmmss.s |
 AH1448| AH1461 GRIFFINS POINT 3                    APPROX. 8.0 KM 2654916.0 |
 AH1448|---------------------------------------------------------------------|
 AH1448
 AH1448                          SUPERSEDED SURVEY CONTROL
 AH1448
 AH1448  NAD 83(1986)-  27 16 04.75556(N)    097 21 27.10182(W) AD(       ) 2
 AH1448  NAD 27      -  27 16 03.59400(N)    097 21 26.15000(W) AD(       ) 2
 AH1448
 AH1448.Superseded values are not recommended for survey control.
 AH1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1448.See file dsdata.txt to determine how the superseded data were derived.
 AH1448
 AH1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6258217185(NAD 83)
 AH1448_MARKER: P = PIPE CAP
 AH1448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1448_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AH1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1448
 AH1448  HISTORY     - Date     Condition        Report By
 AH1448  HISTORY     - 1939     MONUMENTED       CGS
 AH1448  HISTORY     - 1949     GOOD             CGS
 AH1448  HISTORY     - 1958     GOOD             SHELL
 AH1448  HISTORY     - 1961     GOOD             MOBIL
 AH1448  HISTORY     - 1967     GOOD             LOCENG
 AH1448  HISTORY     - 1967     GOOD             CGS
 AH1448  HISTORY     - 1968     GOOD             CGS
 AH1448  HISTORY     - 1969     GOOD             CGS
 AH1448  HISTORY     - 1979     GOOD             NGS
 AH1448
 AH1448                          STATION DESCRIPTION
 AH1448
 AH1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1448'STATION UNION IS LOCATED ABOUT 26 MILES SSW OF CORPUS CHRISTI
 AH1448'PASS, ACROSS LAGUNA MADRE E OF POINT PENESCAL ON THE S SIDE
 AH1448'OF BAFFIN BAY, AND ABOUT 0.4 MILE W OF BEACH.  IT IS AT A
 AH1448'RANCH CAMP, INSIDE A FENCED ENCLOSURE WITH A CORRAL AT SW
 AH1448'CORNER AND THREE SHACKS IN A SMALLER ENCLOSURE ON THE N SIDE.
 AH1448'135 FEET S OF SE CORNER OF FENCE AROUND SHACKS AND ON LINE
 AH1448'WITH E FENCE.  THIS IS THE ONLY RANCH CAMP IN THE VICINITY.
 AH1448'
 AH1448'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AH1448'TOP OF A 3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG, EMBEDDED
 AH1448'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE SURFACE OF
 AH1448'THE GROUND.
 AH1448'
 AH1448'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1448
 AH1448                          STATION RECOVERY (1949)
 AH1448
 AH1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1448'RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 AH1448
 AH1448                          STATION RECOVERY (1958)
 AH1448
 AH1448'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AH1448'STATION RECOVERED IN GOOD CONDITION BUT IS IN DANGER OF BEING
 AH1448'COVERED BY DRIFTING SAND.  DESCRIPTION ADEQUATE WITH FOLLOWING
 AH1448'ADDITIONS.  MAGNETIC BEARINGS--WINDMILL S40E - 1/2 MILES.  HIGH
 AH1448'POLE, END OF LOADING SHUTE, S44W, APPROXIMATELY 1000 FEET.
 AH1448'SW CORNER OF SHACK N18W, APPROXIMATELY 400 FEET.
 AH1448
 AH1448                          STATION RECOVERY (1961)
 AH1448
 AH1448'RECOVERY NOTE BY MOBIL OIL CORPORATION 1961 (ACM)
 AH1448'STATION HAS BEEN RECOVERED IN GOOD CONDITION.
 AH1448
 AH1448                          STATION RECOVERY (1967)
 AH1448
 AH1448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (RMM)
 AH1448'RECOVERED BY ROY M. MUNROE - CONSULTING ENGR.
 AH1448'
 AH1448'UNION-P.L.B. 1939-GOOD CONDITION
 AH1448'
 AH1448'DESCRIPTION OF STATION STILL GOOD.
 AH1448
 AH1448                          STATION RECOVERY (1967)
 AH1448
 AH1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1448'STATION RECOVERED IN GOOD CONDITION.  ALTHOUGH SOME OF THE SHACKS
 AH1448'ARE DESTROYED, THE RANCH CAMP IS STILL INTACT.  THE DESCRIPTION
 AH1448'BY P.L.B. IN 1939 IS ADEQUATE.
 AH1448
 AH1448                          STATION RECOVERY (1968)
 AH1448
 AH1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1448'STATION MARK RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AH1448'DESCRIPTION IS ADEQUATE.
 AH1448
 AH1448                          STATION RECOVERY (1969)
 AH1448
 AH1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1448'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE
 AH1448'TO CHANGES IN ROADS AND BUILDINGS NEAR THE STATION A NEW
 AH1448'AND COMPLETE DESCRIPTION FOLLOWS--
 AH1448'
 AH1448'THE STATION IS LOCATED 36 MILES SOUTH OF CORPUS CHRISTI, 27
 AH1448'MILES EAST OF RIVIERA, ON PADRE ISLAND ABOUT 1/2 MILE WEST OF
 AH1448'THE GULF BEACH AND JUST SOUTH OF THE KLEBERG-KENEDY COUNTY
 AH1448'LINE IN A GENERAL FLAT SANDY AREA AND ABOUT 1/4 MILE NORTH OF
 AH1448'NEW CORRAL WITH LOADING RAMP AT ITS NORTHEAST CORNER.
 AH1448'
 AH1448'TO REACH THE STATION FROM THE ARCH OVER STATE HIGHWAY
 AH1448'358 AT THE ENTRANCE TO THE PADRE ISLAND CAUSEWAY AND AT THE
 AH1448'SOUTHEAST EDGE OF CORPUS CHRISTI, GO SOUTHEASTERLY ON STATE
 AH1448'HIGHWAY 358 FOR 4.9 MILES TO THE JUNCTION OF PARK ROADS 53
 AH1448'AND 22.  CONTINUE AHEAD, NOW SOUTHERLY, ON PARK ROAD 22
 AH1448'FOR 2.1 MILES TO A SIDE ROAD LEFT, ENTRANCE TO THE NUECES
 AH1448'COUNTY PARK, CONTINUE AHEAD, SOUTHERLY, ON PARK ROAD 22
 AH1448'FOR 8.7 MILES TO A SIDE ROAD LEFT, (BEACH ACCESS ROAD),
 AH1448'CONTINUE AHEAD SOUTHWESTERLY ON HIGHWAY FOR 4.85 MILES TO THE
 AH1448'END OF THE ROAD AT THE GULF BEACH.  GO SOUTHWESTERLY
 AH1448'DOWN BEACH FOR 6.15 MILES TO DRIFT FENCE AND SHELL ROAD ON
 AH1448'THE RIGHT LEADING WESTERLY OVER THE DUNES.  TURN RIGHT
 AH1448'AND LEAVE THE BEACH AND FOLLOW THE SHELL ROAD WEST THEN
 AH1448'SOUTHERLY, STAYING ON THE MAIN TRAVELED ROAD, FOR 5.55
 AH1448'MILES TO THE END OF THE ROAD AT A CAPPED OIL WELL AT ABOUT
 AH1448'CENTER OF LARGE MUD FLAT.  PACK ON A TRUE BEARING OF 117 DEG
 AH1448'(EASTERLY) OVER SAND AND MUD FLATS FOR ABOUT 1 MILE TO RUINS
 AH1448'OF THREE SHACKS AND THE STATION.
 AH1448'
 AH1448'THE STATION MARK IS A STANDARD DISK, STAMPED UNION 1939,
 AH1448'SCREWED TO THE TOP OF A 4-INCH GALVANIZED PIPE THAT PROJECTS
 AH1448'2 FEET ABOVE THE GROUND.  IT IS ON A SMALL SAND HUMP THAT IS
 AH1448'15 FEET ACROSS AND ABOUT 2 FEET HIGHER THAN THE GENERAL LEVEL
 AH1448'OF THE AREA, 200 YARDS NORTHEAST OF CORRALS AND RUINS OF
 AH1448'TWO SHACKS, 230 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE RUINS
 AH1448'OF THE LARGEST OF THE THREE SHACKS MENTIONED IN THE 1939
 AH1448'DESCRIPTION, 150 FEET SOUTH OF 2 BY 8 INCH POST 6 FEET HIGH
 AH1448'THAT IS ON HUMP AT RUINS OF THE EAST MOST SHACK, 230 FEET
 AH1448'WEST-NORTHWEST OF LONE 7 FOOT HIGH POST SPLIT IN HALF, 5.5
 AH1448'FEET EAST OF WITNESS POST AND SIGN AND AT THE CENTER OF 4
 AH1448'FOOT HIGH TRIANGLE FRAME MADE OF 2 BY 4 AND 1 BY 4 LUMBER.
 AH1448'
 AH1448'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--27 MILES EAST
 AH1448'OF RIVIERA
 AH1448
 AH1448                          STATION RECOVERY (1979)
 AH1448
 AH1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1448'STATION NOT OCCUPIED.
 AH1448'
 AH1448'NO REFERENCE MARKS AT THIS STATION.
 AH1448'
 AH1448'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, THE REMAINS
 AH1448'OF THE OLD CORRAL ARE STILL ABOUT 200 YARDS NORTH OF THE OLD CORRAL,
 AH1448'THE REMAINS OF THE WOODEN TRIANGLE FRAME ARE STILL AROUND THE MARK,
 AH1448'THERE IS NO LONGER ANY OF THE OLD BUILDINGS IN THE AREA, THE
 AH1448'KLEBERG-KENEDY COUNTY LINE IS NEAR THE STATION BUT IS NOT MARKED.
 AH1448'
 AH1448'THE 1939 AND 1969 DESCRIPTIONS ARE ADEQUATE.
 AH1448'
 AH1448'TO REACH FROM THE END OF PARK ROAD 22, GO SOUTH ALONG BEACH FOR 11.2
 AH1448'MILE, FROM HERE PACK WESTERLY ABOUT 0.6 MILE TO A FLAT AREA AND
 AH1448'STATION NORTH OF OLD CORRAL.
 AH1448'
 AH1448'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 36 MILES
 AH1448'SSE OF CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1399 ***********************************************************************
 AJ1399  DESIGNATION -  UNION
 AJ1399  PID         -  AJ1399
 AJ1399  STATE/COUNTY-  TX/ZAPATA
 AJ1399  USGS QUAD   -  ARROYO SALADO EAST (1980)
 AJ1399
 AJ1399                         *CURRENT SURVEY CONTROL
 AJ1399  ___________________________________________________________________
 AJ1399* NAD 83(1993)-  27 08 31.72686(N)    099 17 51.60921(W)     ADJUSTED  
 AJ1399* NAVD 88     -       161.8    (meters)     531.     (feet)  VERTCON   
 AJ1399  ___________________________________________________________________
 AJ1399  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 AJ1399  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AJ1399
 AJ1399  HORZ ORDER  -  FIRST
 AJ1399
 AJ1399.The horizontal coordinates were established by classical geodetic methods
 AJ1399.and adjusted by the National Geodetic Survey in February 1996..
 AJ1399
 AJ1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1399
 AJ1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1399
 AJ1399.The geoid height was determined by GEOID03.
 AJ1399
 AJ1399;                    North         East     Units Scale Factor Converg.
 AJ1399;SPC TX S     - 5,163,720.620   220,935.828   MT  0.99989781   -0 21 43.7
 AJ1399;SPC TX S     -16,941,306.73    724,853.63   sFT  0.99989781   -0 21 43.7
 AJ1399;UTM  14      - 3,002,214.372   470,503.839   MT  0.99961074   -0 08 08.9
 AJ1399
 AJ1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1399!SPC TX S     -   0.99997832  x   0.99989781  =   0.99987613
 AJ1399!UTM  14      -   0.99997832  x   0.99961074  =   0.99958907
 AJ1399
 AJ1399:                Primary Azimuth Mark                     Grid Az
 AJ1399:SPC TX S     -  LOMA                                     176 33 34.3
 AJ1399:UTM  14      -  LOMA                                     176 19 59.5
 AJ1399
 AJ1399|---------------------------------------------------------------------|
 AJ1399| PID    Reference Object                     Distance      Geod. Az  |
 AJ1399|                                                           dddmmss.s |
 AJ1399| AE1651 LOMA                                APPROX.16.0 KM 1761150.6 |
 AJ1399| CV3539 UNION RM                              4.020 METERS 21801     |
 AJ1399|---------------------------------------------------------------------|
 AJ1399
 AJ1399                          SUPERSEDED SURVEY CONTROL
 AJ1399
 AJ1399  NAD 83(1986)-  27 08 31.72307(N)    099 17 51.57449(W) AD(       ) 1
 AJ1399  NAD 27      -  27 08 30.62000(N)    099 17 50.44100(W) AD(       ) 1
 AJ1399  NGVD 29 (07/19/86)  161.8    (m)          531.     (f) VERT ANG       
 AJ1399
 AJ1399.Superseded values are not recommended for survey control.
 AJ1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1399.See file dsdata.txt to determine how the superseded data were derived.
 AJ1399
 AJ1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR7050402214(NAD 83)
 AJ1399_MARKER: DS = TRIANGULATION STATION DISK
 AJ1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1399
 AJ1399  HISTORY     - Date     Condition        Report By
 AJ1399  HISTORY     - 1917     MONUMENTED       CGS
 AJ1399  HISTORY     - 1975     SEE DESCRIPTION  USGS
 AJ1399
 AJ1399                          STATION DESCRIPTION
 AJ1399
 AJ1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1399'STATION IS ABOUT 12 MILES NE OF SAN UGNACIO, 1-1/4 MILES
 AJ1399'NE OF LA UNION RANCH, AND 50 METERS (164 FEET) W OF AN OLD
 AJ1399'ROAD LEADING N FROM LA UNION RANCH.  STATION MAY BE LOCATED
 AJ1399'BY INQUIRY AT LA UNION RANCH.
 AJ1399'
 AJ1399'SURFACE STATION MARK AND REFERENCE MARK ARE STANDARD BRONZE
 AJ1399'DISKS SET IN BLOCKS OF CONCRETE.
 AJ1399'
 AJ1399'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1399'
 AJ1399'REFERENCE MARK IS 4.02 METERS (13.2 FEET) FROM STATION,
 AJ1399'S 38 DEG 01 MIN W.
 AJ1399'
 AJ1399'ELEVATION OF STATION, 161.8 METERS (531 FEET).
 AJ1399
 AJ1399                          STATION RECOVERY (1975)
 AJ1399
 AJ1399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JTD)
 AJ1399'CONCRETE POST AND TABLET FOUND.  POST HAS BEEN PULLED OUT
 AJ1399'OF THE GROUND.
 AJ1399'
 AJ1399'REFERENCE MARK SEARCHED FOR BUT NOT FOUND.
 AJ1399'
 AJ1399'UNDERGROUND MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2669 ***********************************************************************
 BY2669  DESIGNATION -  UNION
 BY2669  PID         -  BY2669
 BY2669  STATE/COUNTY-  TX/ANGELINA
 BY2669  USGS QUAD   -  KELTYS (1980)
 BY2669
 BY2669                         *CURRENT SURVEY CONTROL
 BY2669  ___________________________________________________________________
 BY2669* NAD 83(1993)-  31 19 59.50783(N)    094 46 31.29008(W)     ADJUSTED  
 BY2669* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 BY2669  ___________________________________________________________________
 BY2669  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BY2669  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY2669
 BY2669  HORZ ORDER  -  SECOND
 BY2669
 BY2669.The horizontal coordinates were established by classical geodetic methods
 BY2669.and adjusted by the National Geodetic Survey in February 1996..
 BY2669
 BY2669.The orthometric height was scaled from a topographic map.
 BY2669
 BY2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2669
 BY2669.The geoid height was determined by GEOID03.
 BY2669
 BY2669;                    North         East     Units Scale Factor Converg.
 BY2669;SPC TX C     - 3,197,954.805 1,228,681.955   MT  0.99989845   +2 51 45.7
 BY2669;SPC TX C     -10,491,956.72  4,031,100.71   sFT  0.99989845   +2 51 45.7
 BY2669;UTM  15      - 3,467,890.518   331,093.197   MT  0.99995190   -0 55 24.3
 BY2669
 BY2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2669!SPC TX C     -   0.99998720  x   0.99989845  =   0.99988565
 BY2669!UTM  15      -   0.99998720  x   0.99995190  =   0.99993910
 BY2669
 BY2669:                Primary Azimuth Mark                     Grid Az
 BY2669:SPC TX C     -  LUFKIN RAD STA KTRE NE MAST              010 51 49.7
 BY2669:UTM  15      -  LUFKIN RAD STA KTRE NE MAST              014 38 59.7
 BY2669
 BY2669|---------------------------------------------------------------------|
 BY2669| PID    Reference Object                     Distance      Geod. Az  |
 BY2669|                                                           dddmmss.s |
 BY2669| BY2670 LUFKIN RAD STA KTRE NE MAST         APPROX. 4.0 KM 0134335.4 |
 BY2669| BY2646 KELTYS ANGELINA LUMBER CO TANK      APPROX. 4.1 KM 0382054.6 |
 BY2669| BY2668 LUFKIN AIRPORT BEACON 12            APPROX. 3.1 KM 0424638.2 |
 BY2669| CV8535 UNION RM 1                           10.000 METERS 04256     |
 BY2669| BY2644 LUFKIN RAD STA KRBA TOWER           APPROX. 6.4 KM 0564829.2 |
 BY2669| BY2643 LUFKIN CITY POL RAD KQDN MAST       APPROX. 5.4 KM 0565537.0 |
 BY2669| BY2648 LUFKIN NORTH MUNICIPAL TANK         APPROX. 5.4 KM 0622624.1 |
 BY2669| BY2642 HERTY SOUTHLAND MILL TANK           APPROX. 9.5 KM 0735822.6 |
 BY2669| BY2645 HERTY SOUTHLAND MILL POWER STK      APPROX. 9.6 KM 0743158.5 |
 BY2669| BY2649 LUFKIN WEST MUNICIPAL TANK          APPROX. 3.4 KM 0853611.7 |
 BY2669| BY2657 DIBOLL SOU LUMBER CO PWR STK        APPROX.16.3 KM 1841721.8 |
 BY2669| BY2658 DIBOLL SOU LUMBER CO TANK           APPROX.16.4 KM 1843647.9 |
 BY2669| CV8536 UNION RM 2                           26.265 METERS 29520     |
 BY2669| BY2667 LUFKIN WEST BASE                    APPROX. 5.3 KM 3222609.3 |
 BY2669|---------------------------------------------------------------------|
 BY2669
 BY2669                          SUPERSEDED SURVEY CONTROL
 BY2669
 BY2669  NAD 83(1986)-  31 19 59.51862(N)    094 46 31.27675(W) AD(       ) 2
 BY2669  NAD 27      -  31 19 58.85400(N)    094 46 30.52300(W) AD(       ) 2
 BY2669
 BY2669.Superseded values are not recommended for survey control.
 BY2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2669.See file dsdata.txt to determine how the superseded data were derived.
 BY2669
 BY2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3109367891(NAD 83)
 BY2669_MARKER: DS = TRIANGULATION STATION DISK
 BY2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2669
 BY2669  HISTORY     - Date     Condition        Report By
 BY2669  HISTORY     - 1949     MONUMENTED       CGS
 BY2669  HISTORY     - 1965     GOOD             USFS
 BY2669
 BY2669                          STATION DESCRIPTION
 BY2669
 BY2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2669'THE STATION IS LOCATED ON THE SUMMIT OF A TIMBERED HILL
 BY2669'ABOUT 3.0 MILES WEST OF LUFKIN AND 0.2 MILE NORTH OF STATE
 BY2669'HIGHWAY NO. 94.  IT IS 73 FEET EAST OF A WIRE FENCE AND
 BY2669'4.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT PROJECTS
 BY2669'2 INCHES AND IS STAMPED UNION 1949.
 BY2669'
 BY2669'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS REFERENCE
 BY2669'MARK DISK WELDED TO THE TOP OF A THREE INCH CAST IRON PIPE
 BY2669'THAT PROJECTS 4 INCHES.  IT IS ABOUT ONE FOOT BELOW THE
 BY2669'ELEVATION OF THE STATION AND IS STAMPED UNION NO 1 1949.
 BY2669'
 BY2669'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS REFERENCE
 BY2669'MARK DISK WELDED TO THE TOP OF A THREE INCH CAST IRON PIPE
 BY2669'THAT PROJECTS 7 INCHES.  IT IS ABOUT ONE FOOT BELOW THE
 BY2669'ELEVATION OF THE STATION AND IS 8.0 FEET WEST OF A WIRE
 BY2669'FENCE.  IT IS STAMPED UNION NO 2 1949.
 BY2669'
 BY2669'AZIMUTH MARK IS A USC AND GS BM DISK SET IN THE TOP OF A
 BY2669'ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 51.5 FEET
 BY2669'SOUTH OF THE CENTER OF STATE HIGHWAY NO. 94 AND 1.5 FEET
 BY2669'NORTH OF A WOVEN WIRE FENCE.  IT IS STAMPED L 557 1948.
 BY2669'
 BY2669'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 BY2669'AND STATE HIGHWAY 94, AT THE LUFKIN TRAILER FOUNDRY IN LUFKIN,
 BY2669'GO WEST ON U.S. HIGHWAY 94 FOR 2.4 MILES TO THE AZIMUTH
 BY2669'MARK ON THE LEFT, CONTINUE ON STATE HIGHWAY 94 FOR 0.2 MILE
 BY2669'TO A HOUSE ON THE LEFT, TURN LEFT AND GO THROUGH A YARD,
 BY2669'PASSING TO THE EAST OF A HOUSE, AND CONTINUE NORTH FOR 0.2
 BY2669'MILE TO THE HIGHEST PART OF THE HILL AND THE STATION.
 BY2669'
 BY2669'AN 87 FOOT SIGNAL AT LUFKIN E BASE IS VISIBLE AT 64 FEET.
 BY2669'
 BY2669'AN 87 FOOT SIGNAL AT CENTRAL IS VISIBLE AT 77 FEET.
 BY2669'
 BY2669'A 100 FOOT SIGNAL AT LUFKIN W BASE IS VISIBLE AT 77 FEET.
 BY2669'
 BY2669'A 74 FOOT SIGNAL AT REDLAND IS VISIBLE AT 77 FEET.
 BY2669'
 BY2669'A 74 FOOT SIGNAL AT BERRY IS VISIBLE AT 64 FEET.
 BY2669'
 BY2669'A 100 FOOT SIGNAL AT HUNTINGTON IS VISIBLE AT 64 FEET.
 BY2669'
 BY2669'A 110 FOOT SIGNAL AT FAIRVIEW IS VISIBLE AT 64 FEET.
 BY2669'
 BY2669'A 100 FOOT SIGNAL AT GRANVILLE IS VISIBLE AT 77 FEET.
 BY2669'
 BY2669'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 BY2669
 BY2669                          STATION RECOVERY (1965)
 BY2669
 BY2669'RECOVERY NOTE BY US FOREST SERVICE 1965
 BY2669'STATION MARK, REFERENCE MARK 1 AND 2 RECOVERED IN GOOD CONDITION.
 BY2669'OLD DESCRIPTION IS POOR.  STATION IS ON N SIDE OF ROAD.
 BY2669'TURN RIGHT NOT LEFT.  STATION IS 100 FT W OF OLD OVERHEAD
 BY2669'- HIGHWAYS NOW CHANGED AT POINT OF BEGINNING - MILEAGE IS
 BY2669'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1411 ***********************************************************************
 BZ1411  DESIGNATION -  UNION
 BZ1411  PID         -  BZ1411
 BZ1411  STATE/COUNTY-  TX/NAVARRO
 BZ1411  USGS QUAD   -  UNION HIGH (1965)
 BZ1411
 BZ1411                         *CURRENT SURVEY CONTROL
 BZ1411  ___________________________________________________________________
 BZ1411* NAD 83(1993)-  31 49 38.10193(N)    096 35 06.74150(W)     ADJUSTED  
 BZ1411* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 BZ1411  ___________________________________________________________________
 BZ1411  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 BZ1411  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 BZ1411
 BZ1411  HORZ ORDER  -  SECOND
 BZ1411
 BZ1411.The horizontal coordinates were established by classical geodetic methods
 BZ1411.and adjusted by the National Geodetic Survey in February 1996..
 BZ1411
 BZ1411.The orthometric height was scaled from a topographic map.
 BZ1411
 BZ1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1411
 BZ1411.The geoid height was determined by GEOID03.
 BZ1411
 BZ1411;                    North         East     Units Scale Factor Converg.
 BZ1411;SPC TXNC     - 2,019,460.366   781,281.195   MT  1.00009882   +1 02 39.5
 BZ1411;SPC TXNC     - 6,625,512.88  2,563,253.39   sFT  1.00009882   +1 02 39.5
 BZ1411;SPC TX C     - 3,245,498.839 1,054,762.455   MT  0.99998542   +1 55 49.8
 BZ1411;SPC TX C     -10,647,940.77  3,460,499.82   sFT  0.99998542   +1 55 49.8
 BZ1411;UTM  14      - 3,523,828.771   728,547.070   MT  1.00024425   +1 16 26.5
 BZ1411
 BZ1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1411!SPC TXNC     -   0.99998311  x   1.00009882  =   1.00008193
 BZ1411!SPC TX C     -   0.99998311  x   0.99998542  =   0.99996853
 BZ1411!UTM  14      -   0.99998311  x   1.00024425  =   1.00022736
 BZ1411
 BZ1411|---------------------------------------------------------------------|
 BZ1411| PID    Reference Object                     Distance      Geod. Az  |
 BZ1411|                                                           dddmmss.s |
 BZ1411| CV8533 UNION RM 1                           45.281 METERS 02332     |
 BZ1411| CV8534 UNION RM 2                           45.812 METERS 09609     |
 BZ1411| CV8532 UNION AZ MK                                        1540752.5 |
 BZ1411|---------------------------------------------------------------------|
 BZ1411
 BZ1411                          SUPERSEDED SURVEY CONTROL
 BZ1411
 BZ1411  NAD 83(1986)-  31 49 38.11050(N)    096 35 06.72247(W) AD(       ) 2
 BZ1411  NAD 27      -  31 49 37.52600(N)    096 35 05.77300(W) AD(       ) 2
 BZ1411
 BZ1411.Superseded values are not recommended for survey control.
 BZ1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1411.See file dsdata.txt to determine how the superseded data were derived.
 BZ1411
 BZ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA2854723829(NAD 83)
 BZ1411_MARKER: DS = TRIANGULATION STATION DISK
 BZ1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1411
 BZ1411  HISTORY     - Date     Condition        Report By
 BZ1411  HISTORY     - 1948     MONUMENTED       CGS
 BZ1411
 BZ1411                          STATION DESCRIPTION
 BZ1411
 BZ1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1411'STATION IS LOCATED ABOUT 7-1/2 MILES EAST AND 4-1/2 MILES SOUTH
 BZ1411'OF DAWSON AND ABOUT 1-1/2 MILES SOUTHEAST OF A STORE AND A SCHOOL
 BZ1411'KNOWN AS UNION HIGH.  ON LAND OWNED BY MR. A.N. BROWN.  IT IS
 BZ1411'75 FEET WEST OF THE APPROXIMATE CENTER LINE OF A ROAD, (NEWLY
 BZ1411'WIDENED AND GRADED) 12 FEET NORTH OF A FENCE LINE, (THE NORTH
 BZ1411'SIDE OF A FARM LANE) AND 38 FEET SOUTHWEST OF A LONE TREE.  THE
 BZ1411'MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED UNION
 BZ1411'1948.
 BZ1411'
 BZ1411'REFERENCE MARK NO. 1 IS 148.56 FEET NORTHWEST OF THE STATION,
 BZ1411'48 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE ROAD AND NEAR
 BZ1411'THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 BZ1411'THE DISC IS STAMPED, UNION NO 1 1948.
 BZ1411'
 BZ1411'REFERENCE MARK NO. 2 IS 150.31 FEET WEST OF THE STATION, NEAR
 BZ1411'THE ROAD RIGHT-OF-WAY FENCE LINE AND 48 FEET EAST OF THE
 BZ1411'APPROXIMATE CENTER LINE OF THE ROAD.  THE MARK PROJECTS ABOUT
 BZ1411'3 INCHES AND THE DISC IS STAMPED, UNION NO 2 1948.
 BZ1411'
 BZ1411'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE SOUTH-SOUTHWEST OF THE
 BZ1411'STATION, ALONG THE EAST SIDE OF A ROAD, 60 FEET EAST OF THE
 BZ1411'APPROXIMATE CENTER LINE OF THE ROAD AND 2 FEET SOUTHWEST OF A
 BZ1411'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 10 INCHES AND THE
 BZ1411'DISC IS STAMPED, UNION 1948.
 BZ1411'
 BZ1411'STATION WAS REACHED FROM THE INTERSECTION OF STATE ROUTE 11
 BZ1411'AND FARM ROAD 709 IN CORSICANA BY GOING SOUTH AND SOUTHWEST ON
 BZ1411'FARM ROAD 709 FOR 16.1 MILES TO A SIDE ROAD TO THE RIGHT.
 BZ1411'TURN LEFT OR SOUTH ON DIRT ROAD FOR 1.15 MILES TO A T-INTERSECTION
 BZ1411'OF ROADS.  TURN RIGHT OR WEST AND GO 1.25 MILES TO A
 BZ1411'T-INTERSECTION OF ROADS.  TURN LEFT OR SOUTH AND GO SOUTH AND WEST
 BZ1411'FOR 2.45 MILES TO A ROAD TO THE LEFT.  TURN LEFT OR SOUTH AND GO
 BZ1411'1.3 MILES TO A STORE AND SCHOOL (UNION HIGH).  MAKE A
 BZ1411'SHORT JOG TO THE LEFT, THEN RIGHT OR SOUTH FOR 1.4 MILE TO
 BZ1411'THE STATION SITE ON THE RIGHT.
 BZ1411'
 BZ1411'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.45
 BZ1411'MILE TO THE MARK ON THE RIGHT AS DESCRIBED ABOVE.
 BZ1411'
 BZ1411'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0677 ***********************************************************************
 EN0677  DESIGNATION -  UNION
 EN0677  PID         -  EN0677
 EN0677  STATE/COUNTY-  TX/CHILDRESS
 EN0677  USGS QUAD   -  KIRKLAND NORTH (1981)
 EN0677
 EN0677                         *CURRENT SURVEY CONTROL
 EN0677  ___________________________________________________________________
 EN0677* NAD 83(1993)-  34 29 12.56604(N)    100 06 04.67505(W)     ADJUSTED  
 EN0677* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 EN0677  ___________________________________________________________________
 EN0677  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 EN0677  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EN0677
 EN0677  HORZ ORDER  -  FIRST
 EN0677
 EN0677.The horizontal coordinates were established by classical geodetic methods
 EN0677.and adjusted by the National Geodetic Survey in February 1996..
 EN0677
 EN0677.The orthometric height was scaled from a topographic map.
 EN0677
 EN0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0677
 EN0677.The geoid height was determined by GEOID03.
 EN0677
 EN0677;                    North         East     Units Scale Factor Converg.
 EN0677;SPC TX N     - 1,054,917.244   328,478.002   MT  1.00004182   +0 48 38.2
 EN0677;SPC TX N     - 3,461,007.66  1,077,681.58   sFT  1.00004182   +0 48 38.2
 EN0677;UTM  14      - 3,816,686.502   398,879.055   MT  0.99972604   -0 37 25.1
 EN0677
 EN0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0677!SPC TX N     -   0.99991353  x   1.00004182  =   0.99995534
 EN0677!UTM  14      -   0.99991353  x   0.99972604  =   0.99963959
 EN0677
 EN0677|---------------------------------------------------------------------|
 EN0677| PID    Reference Object                     Distance      Geod. Az  |
 EN0677|                                                           dddmmss.s |
 EN0677| CX8885 UNION RM 1                           22.122 METERS 04445     |
 EN0677| CX8886 UNION RM 2                           34.266 METERS 19227     |
 EN0677| CX8884 UNION AZ MK                                        2041804.7 |
 EN0677|---------------------------------------------------------------------|
 EN0677
 EN0677                          SUPERSEDED SURVEY CONTROL
 EN0677
 EN0677  NAD 83(1993)-  34 29 12.56618(N)    100 06 04.67499(W) AD(       ) 1
 EN0677  NAD 83(1986)-  34 29 12.57154(N)    100 06 04.66735(W) AD(       ) 1
 EN0677  NAD 27      -  34 29 12.34332(N)    100 06 03.27200(W) AD(       ) 1
 EN0677
 EN0677.Superseded values are not recommended for survey control.
 EN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0677.See file dsdata.txt to determine how the superseded data were derived.
 EN0677
 EN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9887916687(NAD 83)
 EN0677_MARKER: DS = TRIANGULATION STATION DISK
 EN0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0677
 EN0677  HISTORY     - Date     Condition        Report By
 EN0677  HISTORY     - 1967     MONUMENTED       CGS
 EN0677
 EN0677                          STATION DESCRIPTION
 EN0677
 EN0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0677'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF KIRKLAND,
 EN0677'7-1/2 MILES NORTHEAST OF CHILDRESS, 3-1/2 MILES NORTH OF FARM ROAD
 EN0677'268 AND ON PROPERTY OWNED BY WADE MUSGROVE.
 EN0677'
 EN0677'TO REACH THE STATION FROM THE CHILDRESS COUNTY COURT HOUSE IN
 EN0677'CHILDRESS, GO SOUTHEAST ON U.S. HIGHWAY 287 FOR 0.15 MILE TO FARM
 EN0677'ROAD 268.  TURN LEFT AND GO NORTH AND EAST ON FARM ROAD 268 FOR 3.85
 EN0677'MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH AND NORTHEAST ON FARM
 EN0677'ROAD 2884 FOR 3.45 MILES TO THE FARM RESIDENCE OF WADE MUSGROVE
 EN0677'ON THE RIGHT AND THE END OF PAVED ROAD.  CONTINUE NORTHEAST AND
 EN0677'NORTH ON A GRAVEL ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 EN0677'RIGHT.  CONTINUE NORTH-NORTHEAST AND NORTH ON THE GRAVEL ROAD FOR
 EN0677'0.3 MILE TO A GATE AND THE STATION ON THE LEFT.
 EN0677'
 EN0677'THE STATION MARK IS A STANDARD DISK STAMPED UNION 1967, SET IN THE
 EN0677'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 EN0677'INCHES ABOVE THE GROUND SURFACE.  IT IS 58.6 FEET NORTH OF THE
 EN0677'NORTH POST OF THE GATE, 28 FEET WEST OF THE CENTERLINE OF A GRAVEL
 EN0677'ROAD, 11.7 FEET WEST OF A FENCE AND 74.9 FEET SOUTHWEST OF A
 EN0677'WITNESS POST.
 EN0677'
 EN0677'REFERENCE MARK 1 IS A STANDARD DISK STAMPED UNION NO 1 1967, SET IN
 EN0677'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0677'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 18.5 FEET WEST OF
 EN0677'THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTHWEST OF THE WITNESS
 EN0677'POST, 1.0 FOOT WEST OF THE FENCE AND 2 FEET LOWER THAN THE STATION
 EN0677'MARK.
 EN0677'
 EN0677'REFERENCE MARK 2 IS A STANDARD DISK STAMPED UNION NO 2 1967, SET IN
 EN0677'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0677'PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 57.1 FEET SOUTH
 EN0677'OF THE NORTH POST OF THE GATE, 20.0 FEET WEST OF THE CENTERLINE
 EN0677'OF THE ROAD, 1.0 FOOT EAST OF A FENCE AND 2-1/2 FEET LOWER THAN THE
 EN0677'STATION MARK.
 EN0677'
 EN0677'THE AZIMUTH MARK IS A STANDARD DISK STAMPED UNION 1967, SET IN THE
 EN0677'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 EN0677'INCHES ABOVE THE GROUND SURFACE.  IT IS 22.0 FEET SOUTHEAST OF
 EN0677'THE CENTERLINE OF A GRAVELED ROAD, 4.3 FEET NORTHWEST OF A
 EN0677'WITNESS POST AND 1.0 FOOT WEST-NORTHWEST OF A FENCE.
 EN0677'
 EN0677'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 EN0677'OBSTRUCTIONS.
 EN0677'
 EN0677'THE UNDERGROUND DISK IS SET 36 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1259 ***********************************************************************
 DM1259  DESIGNATION -  UNION HILL LOOKOUT TOWER
 DM1259  PID         -  DM1259
 DM1259  STATE/COUNTY-  TX/CASS
 DM1259  USGS QUAD   -  SARDIS (1965)
 DM1259
 DM1259                         *CURRENT SURVEY CONTROL
 DM1259  ___________________________________________________________________
 DM1259* NAD 83(1993)-  33 02 28.89894(N)    094 30 37.35761(W)     ADJUSTED  
 DM1259* NAVD 88     -                                                        
 DM1259  ___________________________________________________________________
 DM1259  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DM1259  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DM1259
 DM1259  HORZ ORDER  -  THIRD
 DM1259
 DM1259.The horizontal coordinates were established by classical geodetic methods
 DM1259.and adjusted by the National Geodetic Survey in February 1996..
 DM1259
 DM1259
 DM1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1259
 DM1259.The geoid height was determined by GEOID03.
 DM1259
 DM1259;                    North         East     Units Scale Factor Converg.
 DM1259;SPC TXNC     - 2,159,514.092   972,531.998   MT  0.99987264   +2 10 33.3
 DM1259;SPC TXNC     - 7,085,005.82  3,190,715.40   sFT  0.99987264   +2 10 33.3
 DM1259;UTM  15      - 3,656,885.921   358,966.056   MT  0.99984525   -0 49 25.2
 DM1259
 DM1259                          SUPERSEDED SURVEY CONTROL
 DM1259
 DM1259  NAD 83(1993)-  33 02 28.90324(N)    094 30 37.35063(W) AD(       ) 4
 DM1259  NAD 83(1986)-  33 02 28.90355(N)    094 30 37.34678(W) AD(       ) 4
 DM1259  NAD 27      -  33 02 28.43800(N)    094 30 36.63100(W) AD(       ) 3
 DM1259
 DM1259.Superseded values are not recommended for survey control.
 DM1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1259.See file dsdata.txt to determine how the superseded data were derived.
 DM1259
 DM1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS5896656886(NAD 83)
 DM1259_MARKER: 57 = LOOKOUT TOWER
 DM1259
 DM1259  HISTORY     - Date     Condition        Report By
 DM1259  HISTORY     - 1958     FIRST OBSERVED   CGS
 DM1259
 DM1259                          STATION DESCRIPTION
 DM1259
 DM1259'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0595 ***********************************************************************
 CT0595  DESIGNATION -  UNIT
 CT0595  PID         -  CT0595
 CT0595  STATE/COUNTY-  TX/CALLAHAN
 CT0595  USGS QUAD   -  EULA (1984)
 CT0595
 CT0595                         *CURRENT SURVEY CONTROL
 CT0595  ___________________________________________________________________
 CT0595* NAD 83(1993)-  32 16 25.30628(N)    099 32 28.60917(W)     ADJUSTED  
 CT0595* NAVD 88     -       613.135  (meters)    2011.59   (feet)  POSTED    
 CT0595  ___________________________________________________________________
 CT0595  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CT0595  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CT0595  DYNAMIC HT  -         612.330 (meters)    2008.95  (feet)  COMP
 CT0595  MODELED GRAV-     979,301.8   (mgal)                       NAVD 88
 CT0595
 CT0595  HORZ ORDER  -  SECOND
 CT0595  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0595
 CT0595.The horizontal coordinates were established by classical geodetic methods
 CT0595.and adjusted by the National Geodetic Survey in February 1996..
 CT0595
 CT0595.The orthometric height was determined by differential leveling
 CT0595.and adjusted by the National Geodetic Survey in 1992..
 CT0595.No vertical observational check was made to the station.
 CT0595.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0595.was located on a no-check spur therefore a value was not computed.
 CT0595
 CT0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0595
 CT0595.The geoid height was determined by GEOID03.
 CT0595
 CT0595.The dynamic height is computed by dividing the NAVD 88
 CT0595.geopotential number by the normal gravity value computed on the
 CT0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0595.degrees latitude (g = 980.6199 gals.).
 CT0595
 CT0595.The modeled gravity was interpolated from observed gravity values.
 CT0595
 CT0595;                    North         East     Units Scale Factor Converg.
 CT0595;SPC TXNC     - 2,067,801.031   501,904.686   MT  0.99996408   -0 34 04.5
 CT0595;SPC TXNC     - 6,784,110.55  1,646,665.62   sFT  0.99996408   -0 34 04.5
 CT0595;UTM  14      - 3,570,902.078   449,025.309   MT  0.99963204   -0 17 20.5
 CT0595
 CT0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0595!SPC TXNC     -   0.99990801  x   0.99996408  =   0.99987209
 CT0595!UTM  14      -   0.99990801  x   0.99963204  =   0.99954008
 CT0595
 CT0595|---------------------------------------------------------------------|
 CT0595| PID    Reference Object                     Distance      Geod. Az  |
 CT0595|                                                           dddmmss.s |
 CT0595| CX8895 USE Y 0583475                                      05436     |
 CT0595| CT0599 UNIT AZ MK                          APPROX. 0.7 KM 1352436.4 |
 CT0595| CX8894 USE 34 75                            16.611 METERS 33519     |
 CT0595|---------------------------------------------------------------------|
 CT0595
 CT0595                          SUPERSEDED SURVEY CONTROL
 CT0595
 CT0595  NAD 83(1986)-  32 16 25.31253(N)    099 32 28.59673(W) AD(       ) 2
 CT0595  NAD 27      -  32 16 24.84480(N)    099 32 27.32050(W) AD(       ) 2
 CT0595  NGVD 29 (??/??/92)  612.97   (m)         2011.1    (f) COMPUTED    1 2
 CT0595
 CT0595.Superseded values are not recommended for survey control.
 CT0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0595.See file dsdata.txt to determine how the superseded data were derived.
 CT0595
 CT0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4902570902(NAD 83)
 CT0595_MARKER: DS = TRIANGULATION STATION DISK
 CT0595_SETTING: 0 = UNSPECIFIED SETTING
 CT0595_STAMPING: UNIT 1961
 CT0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0595
 CT0595  HISTORY     - Date     Condition        Report By
 CT0595  HISTORY     - 1961     MONUMENTED       CGS
 CT0595
 CT0595                          STATION DESCRIPTION
 CT0595
 CT0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0595'11.7 MI SW FROM CLYDE.
 CT0595'0.2 MILE WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0595'TO FARM ROAD 604, THENCE 11.2 MILES SOUTHWEST ALONG FARM ROAD 604,
 CT0595'THENCE 0.3 MILE WEST ALONG A PAVED ROAD TO THE CENTER OF THE SITE, 57
 CT0595'FEET SOUTHWEST OF C3D2, 54 FEET SOUTHEAST OF L3D1, 10 FEET SOUTHWEST
 CT0595'OF L3C1, SET IN CONCRETE AROUND A VENTILATION INTAKE, 5 FEET WEST OF
 CT0595'THE EAST EDGE OF THE SILO, 5 FEET EAST OF THE WEST EDGE OF THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0599 ***********************************************************************
 CT0599  DESIGNATION -  UNIT AZ MK
 CT0599  PID         -  CT0599
 CT0599  STATE/COUNTY-  TX/CALLAHAN
 CT0599  USGS QUAD   -  EULA (1984)
 CT0599
 CT0599                         *CURRENT SURVEY CONTROL
 CT0599  ___________________________________________________________________
 CT0599* NAD 83(1993)-  32 16 08.53121(N)    099 32 09.14619(W)     ADJUSTED  
 CT0599* NAVD 88     -       606.955  (meters)    1991.32   (feet)  POSTED    
 CT0599  ___________________________________________________________________
 CT0599  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CT0599  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CT0599  DYNAMIC HT  -         606.160 (meters)    1988.71  (feet)  COMP
 CT0599  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 CT0599
 CT0599  HORZ ORDER  -  SECOND
 CT0599  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0599
 CT0599.The horizontal coordinates were established by classical geodetic methods
 CT0599.and adjusted by the National Geodetic Survey in February 1996..
 CT0599
 CT0599.The orthometric height was determined by differential leveling
 CT0599.and adjusted by the National Geodetic Survey in 1992..
 CT0599.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0599.rate of 1.1 thru 2.0 mm/km.
 CT0599
 CT0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0599
 CT0599.The geoid height was determined by GEOID03.
 CT0599
 CT0599.The dynamic height is computed by dividing the NAVD 88
 CT0599.geopotential number by the normal gravity value computed on the
 CT0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0599.degrees latitude (g = 980.6199 gals.).
 CT0599
 CT0599.The modeled gravity was interpolated from observed gravity values.
 CT0599
 CT0599;                    North         East     Units Scale Factor Converg.
 CT0599;SPC TXNC     - 2,067,279.313   502,408.890   MT  0.99996518   -0 33 53.9
 CT0599;SPC TXNC     - 6,782,398.88  1,648,319.83   sFT  0.99996518   -0 33 53.9
 CT0599;UTM  14      - 3,570,382.993   449,531.879   MT  0.99963141   -0 17 10.0
 CT0599
 CT0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0599!SPC TXNC     -   0.99990897  x   0.99996518  =   0.99987416
 CT0599!UTM  14      -   0.99990897  x   0.99963141  =   0.99954042
 CT0599
 CT0599:                Primary Azimuth Mark                     Grid Az
 CT0599:SPC TXNC     -  MON A DENTON                             001 12 14.9
 CT0599:UTM  14      -  MON A DENTON                             000 55 31.0
 CT0599
 CT0599|---------------------------------------------------------------------|
 CT0599| PID    Reference Object                     Distance      Geod. Az  |
 CT0599|                                                           dddmmss.s |
 CT0599| CT0594 MON A DENTON                        APPROX. 0.6 KM 0003821.0 |
 CT0599| CT0595 UNIT                                APPROX. 0.7 KM 3152446.8 |
 CT0599|---------------------------------------------------------------------|
 CT0599
 CT0599                          SUPERSEDED SURVEY CONTROL
 CT0599
 CT0599  NAD 83(1986)-  32 16 08.53753(N)    099 32 09.13380(W) AD(       ) 2
 CT0599  NAD 27      -  32 16 08.06920(N)    099 32 07.85830(W) AD(       ) 2
 CT0599  NGVD 29 (??/??/92)  606.790  (m)         1990.78   (f) ADJ UNCH    1 2
 CT0599
 CT0599.Superseded values are not recommended for survey control.
 CT0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0599.See file dsdata.txt to determine how the superseded data were derived.
 CT0599
 CT0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4953270383(NAD 83)
 CT0599_MARKER: DZ = AZIMUTH MARK DISK
 CT0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0599_STAMPING: UNIT 1961
 CT0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0599+STABILITY: SURFACE MOTION
 CT0599
 CT0599  HISTORY     - Date     Condition        Report By
 CT0599  HISTORY     - 1961     MONUMENTED       CGS
 CT0599  HISTORY     - 1961     GOOD             CGS
 CT0599  HISTORY     - 19780517 MARK NOT FOUND   USGS
 CT0599
 CT0599                          STATION DESCRIPTION
 CT0599
 CT0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT0599'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF ABILENE,
 CT0599'1 MILE NORTH OF DENTON.
 CT0599'
 CT0599'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CT0599'36 AND FARM ROAD 604 IN DENTON, WHICH IS ABOUT 17 MILES SOUTH
 CT0599'SOUTHEAST OF ABILENE, GO NORTH ON FARM ROAD 604 FOR 0.8 MILE
 CT0599'TO THE AZIMUTH MARK ON THE RIGHT AND JUST NORTH OF WHERE THE
 CT0599'ROAD CURVES.
 CT0599'
 CT0599'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 CT0599'UNIT 1961 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CT0599'WHICH PROJECTS 4 INCHES.  IT IS 45 FEET EAST OF THE CENTER
 CT0599'LINE OF FARM ROAD 604, 5 FEET SOUTHWEST OF A METAL WITNESS
 CT0599'POST, AND 4 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 CT0599
 CT0599                          STATION RECOVERY (1961)
 CT0599
 CT0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT0599'12.1 MI SW FROM CLYDE.
 CT0599'0.2 MILE WEST ALONG N. FIRST STREET FROM THE POST OFFICE AT CLYDE TO
 CT0599'FARM ROAD 604, THENCE 11.9 MILES SOUTHWEST ALONG FARM ROAD 604, 51
 CT0599'FEET EAST OF THE CENTERLINE OF A ROAD, 27 FEET NORTHWEST OF A POWER
 CT0599'POLE WITH ONE GUY WIRE, 6 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 CT0599'SIGN, 4 FEET WEST OF A FENCE, 2 FEET ABOVE THE LEVEL OF THE ROAD, SET
 CT0599'IN TOP OF A SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 CT0599
 CT0599                          STATION RECOVERY (1978)
 CT0599
 CT0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (DD)
 CT0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1228 ***********************************************************************
 AJ1228  DESIGNATION -  UNITED
 AJ1228  PID         -  AJ1228
 AJ1228  STATE/COUNTY-  TX/DUVAL
 AJ1228  USGS QUAD   -  BENAVIDES NW (1968)
 AJ1228
 AJ1228                         *CURRENT SURVEY CONTROL
 AJ1228  ___________________________________________________________________
 AJ1228* NAD 83(1993)-  27 42 10.74694(N)    098 25 40.27899(W)     ADJUSTED  
 AJ1228* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 AJ1228  ___________________________________________________________________
 AJ1228  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AJ1228  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AJ1228
 AJ1228  HORZ ORDER  -  FIRST
 AJ1228
 AJ1228.The horizontal coordinates were established by classical geodetic methods
 AJ1228.and adjusted by the National Geodetic Survey in February 1996..
 AJ1228
 AJ1228.The orthometric height was scaled from a topographic map.
 AJ1228
 AJ1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1228
 AJ1228.The geoid height was determined by GEOID03.
 AJ1228
 AJ1228;                    North         East     Units Scale Factor Converg.
 AJ1228;SPC TX S     - 5,225,614.845   307,115.435   MT  0.99996960   +0 01 57.9
 AJ1228;SPC TX S     -17,144,371.37  1,007,594.56   sFT  0.99996960   +0 01 57.9
 AJ1228;UTM  14      - 3,064,432.171   556,408.739   MT  0.99963927   +0 15 57.6
 AJ1228
 AJ1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1228!SPC TX S     -   0.99997971  x   0.99996960  =   0.99994931
 AJ1228!UTM  14      -   0.99997971  x   0.99963927  =   0.99961899
 AJ1228
 AJ1228:                Primary Azimuth Mark                     Grid Az
 AJ1228:SPC TX S     -  UNITED AZ MK                             054 27 34.2
 AJ1228:UTM  14      -  UNITED AZ MK                             054 13 34.5
 AJ1228
 AJ1228|---------------------------------------------------------------------|
 AJ1228| PID    Reference Object                     Distance      Geod. Az  |
 AJ1228|                                                           dddmmss.s |
 AJ1228| CV3540 UNITED AZ MK                                       0542932.1 |
 AJ1228| AJ1227 BENAVIDES PITTSBURGH GLASS MST      APPROX. 3.6 KM 1144207.5 |
 AJ1228| CV3541 UNITED RM 1                          32.452 METERS 11538     |
 AJ1228| AJ1225 BENAVIDES MUNICIPAL TANK            APPROX.12.0 KM 1744118.9 |
 AJ1228| CV3543 UNITED RM 3                          25.037 METERS 24229     |
 AJ1228| CV3542 UNITED RM 2                          37.036 METERS 27929     |
 AJ1228|---------------------------------------------------------------------|
 AJ1228
 AJ1228                          SUPERSEDED SURVEY CONTROL
 AJ1228
 AJ1228  NAD 83(1986)-  27 42 10.75301(N)    098 25 40.25462(W) AD(       ) 1
 AJ1228  NAD 27      -  27 42 09.65500(N)    098 25 39.21800(W) AD(       ) 1
 AJ1228
 AJ1228.Superseded values are not recommended for survey control.
 AJ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1228.See file dsdata.txt to determine how the superseded data were derived.
 AJ1228
 AJ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5640964432(NAD 83)
 AJ1228_MARKER: DS = TRIANGULATION STATION DISK
 AJ1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1228_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1228
 AJ1228  HISTORY     - Date     Condition        Report By
 AJ1228  HISTORY     - 1935     MONUMENTED       CGS
 AJ1228  HISTORY     - 1950     MARK NOT FOUND   CGS
 AJ1228  HISTORY     - 1961     GOOD             CGS
 AJ1228
 AJ1228                          STATION DESCRIPTION
 AJ1228
 AJ1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1228'STATION IS LOCATED ABOUT 12.25 MILES WSW OF SAN DIEGO AND ABOUT
 AJ1228'5.5 MILES S OF ROSITA SETTLEMENT ON A RIDGE IN BRUSH-COVERED
 AJ1228'SLIGHTLY ROCKY PASTURE LAND.  IT IS ABOUT 1/2 MILE ESE OF A
 AJ1228'WINDMILL AND LARGE EARTH WATER TANK WHICH ARE IN A WIRE FENCE
 AJ1228'ENCLOSURE IN THE PASTURE AND NEAR A NE AND SW TELEPHONE LINE
 AJ1228'AND PIPE LINE OF THE UNITED GAS AND PIPE LINE COMPANY.  MARK
 AJ1228'IS SET NEAR TELEPHONE MARKED 25/28.
 AJ1228'
 AJ1228'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 AJ1228'SET IN CONCRETE.
 AJ1228'
 AJ1228'REFERENCE MARK NO. 1 IS E OF STATION.
 AJ1228'
 AJ1228'REFERENCE MARK NO. 2 IS W OF STATION.
 AJ1228'
 AJ1228'AZIMUTH MARK IS APPROXIMATELY 0.9 MILE NE OF STATION AND 60 FEET
 AJ1228'SE AND NE OF SW ROAD.
 AJ1228'
 AJ1228'REACHED FROM POST OFFICE IN SAN DIEGO BY GOING W ON 1ST STREET S,
 AJ1228'WHICH IS HIGHWAY 55, (NOT MARKED) FOR 10.8 MILES TO A SMALL
 AJ1228'WOODEN SCHOOLHOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD ON
 AJ1228'HIGHWAY 55 FOR 0.6 MILE TO A CATTLE GUARD.  IMMEDIATELY AFTER
 AJ1228'CROSSING CATTLE GUARD TURN LEFT (SW) ON SIDE ROAD AND FOLLOW
 AJ1228'MAIN-TRAVELED ROAD 1.15 MILES TO CROSS ROAD, TURN LEFT (SE)
 AJ1228'ON MAIN-TRAVELED ROAD AND GO 1.9 MILES TO T-ROAD, TURN RIGHT
 AJ1228'(W) AND FOLLOW MAIN STRAIGHT ROAD 0.45 MILE TO ANOTHER T-ROAD,
 AJ1228'TURN LEFT (S) ON MAIN ROAD AROUND FENCE CORNER AND GO 0.8
 AJ1228'MILE TO A CATTLE GUARD, CROSS IT AND GO 1.4 MILES TO WHERE
 AJ1228'TELEPHONE LINE CROSSES ROAD, TURN RIGHT (SW) AT POLE 27/8
 AJ1228'AND FOLLOW ROAD ALONG LINE 0.85 MILE, OR JUST BEYOND POLE
 AJ1228'26/13 TO SIDE ROAD JUST BEFORE COMING TO GATE, GO PAST SIDE
 AJ1228'ROAD AND THROUGH GATE, THEN CONTINUE ON PIPE LINE ROAD FOR
 AJ1228'0.45 MILE TO TOP OF GRADE AND STATION, 50 FEET NW OF ROAD.
 AJ1228'
 AJ1228'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1228
 AJ1228                          STATION RECOVERY (1950)
 AJ1228
 AJ1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 AJ1228'REFERNECE MARKS RECOVERED IN GOOD CONDITION BUT STATION WAS NOT
 AJ1228'RECOVERED.  EVIDENTLY IT HAS BEEN DESTROYED.
 AJ1228
 AJ1228                          STATION RECOVERY (1961)
 AJ1228
 AJ1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1228'STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 AJ1228'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 AJ1228'WAS FOUND DESTROYED.  THE DIRECTIONS TO REFERENCE MARK NO. 1
 AJ1228'AND THE AZIMUTH MARK WERE VERIFIED.  THE DISTANCE TO REFERENCE
 AJ1228'MARK NO. 1 WAS .10 FOOT SHORTER THAN THE 1935 MEASUREMENT.
 AJ1228'REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.
 AJ1228'
 AJ1228'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AJ1228'
 AJ1228'THE STATION IS APPROXIMATELY 12-1/4 MILES SOUTHWEST OF SAN DIEGO,
 AJ1228'7 MILES NORTH OF BENAVIDES, 5-1/2 MILES SOUTH OF ROSITA
 AJ1228'SETTLEMENT, 1/2 MILE SOUTHEAST OF A WINDMILL AND ON A BRUSH
 AJ1228'COVERED RIDGE OWNED BY MRS. HARWELL J. GRAVIS OF 1 OLD CHURCH
 AJ1228'ROAD, GREENWICH, CONNECTICUT.
 AJ1228'
 AJ1228'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 339
 AJ1228'AND 359 AT THE CAUTION LIGHT IN BENAVIDES, GO EAST ON HIGHWAY
 AJ1228'359 FOR 1 BLOCK TO A CROSSROAD.  TURN LEFT, NORTHERLY, FOLLOWING
 AJ1228'THE MAIN TRAVELED ROAD FOR 6.2 MILES TO A CROSSROAD.  CONTINUE
 AJ1228'NORTH ON THE MAIN TRAVELED ROAD FOR 1.2 MILES TO A SIDE ROAD
 AJ1228'ON THE LEFT (JUST AFTER CROSSING A CATTLE GUARD).  CONTINUE
 AJ1228'NORTH ON THE MAIN TRAVELED ROAD FOR 0.9 MILE TO A SIDE ROAD ON
 AJ1228'THE LEFT (POWERLINE CROSSES THE ROAD AT THIS POINT).  TURN
 AJ1228'LEFT, WESTERLY ON A TRACK ROAD FOR 0.4 MILE TO A TRACK ROAD ON
 AJ1228'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.) TURN LEFT,
 AJ1228'WESTERLY, ON A BLADED ROAD FOR 0.6 MILE TO A METAL GATE (GATE
 AJ1228'IS LOCKED AND THE KEY CAN BE OBTAINED FROM THE DUVAL CATTLE
 AJ1228'CO.).  PASS THROUGH THE GATE AND CONTINUE WESTERLY ON THE
 AJ1228'BLADED ROAD FOR 0.4 MILE.  BEAR RIGHT, NORTHERLY, ON THE
 AJ1228'BLADED ROAD FOR 0.3 MILE TO A T-ROAD AND A TELEPHONE LINE.
 AJ1228'TURN LEFT, WESTERLY, ON THE BLADED ROAD FOR 0.2 MILE TO WHERE
 AJ1228'THE ROAD TURNS SHARP RIGHT AND THE STATION ON THE LEFT.
 AJ1228'
 AJ1228'STATION MARK, A STANDARD DISK STAMPED UNITED 1935, IS SET IN
 AJ1228'A ROUND CONCRETE POST WHICH IS 6 INCHES BELOW THE SURFACE OF
 AJ1228'THE GROUND.  IT IS 108 FEET NORTHEAST OF A METAL GATE, 67.5
 AJ1228'FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, 47.5 FEET
 AJ1228'NORTHWEST OF THE CENTER OF A TRACK ROAD, 40 FEET NORTHWEST OF
 AJ1228'A TELEPHONE POLE, NO. 25 28, 31 FEET NORTHWEST OF TWO STEEL
 AJ1228'PIPES MARKING A GAS VALVE IN A PIPE LINE AND 3.5 FEET NORTHWEST
 AJ1228'OF A METAL WITNESS POST.
 AJ1228'
 AJ1228'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED UNITED NO 1 1935,
 AJ1228'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT
 AJ1228'IS 74 FEET EAST OF THE TELEPHONE POLE AND 50 FEET SOUTHEAST OF
 AJ1228'THE TRACK ROAD.
 AJ1228'
 AJ1228'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED UNITED NO 3 1935,
 AJ1228'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AJ1228'59 FEET NORTH OF THE CENTER OF THE METAL GATE AND 1 FOOT EAST
 AJ1228'OF A FENCE.
 AJ1228'
 AJ1228'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED UNITED
 AJ1228'AZI 1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 FOOT.
 AJ1228'IT IS 110 FEET SOUTH OF THE SIDE ROAD RIGHT, 55 FEET SOUTHEAST
 AJ1228'OF THE CENTER OF THE TRACK ROAD, 55 FEET SOUTH OF A TELEPHONE
 AJ1228'POLE NO. 25 26 AND 3 FEET NORTHWEST OF A METAL WITNESS POST.
 AJ1228'
 AJ1228'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1228'
 AJ1228'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1309 ***********************************************************************
 AJ1309  DESIGNATION -  UNITED GAS CO CAMP SM WATER TK
 AJ1309  PID         -  AJ1309
 AJ1309  STATE/COUNTY-  TX/DUVAL
 AJ1309  USGS QUAD   -  BRUNI (1972)
 AJ1309
 AJ1309                         *CURRENT SURVEY CONTROL
 AJ1309  ___________________________________________________________________
 AJ1309* NAD 83(1993)-  27 29 57.73470(N)    098 47 02.02236(W)     ADJUSTED  
 AJ1309* NAVD 88     -                                                        
 AJ1309  ___________________________________________________________________
 AJ1309  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AJ1309  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ1309
 AJ1309  HORZ ORDER  -  THIRD
 AJ1309
 AJ1309.The horizontal coordinates were established by classical geodetic methods
 AJ1309.and adjusted by the National Geodetic Survey in February 1996..
 AJ1309
 AJ1309
 AJ1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1309
 AJ1309.The geoid height was determined by GEOID03.
 AJ1309
 AJ1309;                    North         East     Units Scale Factor Converg.
 AJ1309;SPC TX S     - 5,203,082.346   271,949.477   MT  0.99993247   -0 07 44.0
 AJ1309;SPC TX S     -17,070,446.00    892,220.91   sFT  0.99993247   -0 07 44.0
 AJ1309;UTM  14      - 3,041,765.703   521,345.396   MT  0.99960562   +0 05 59.2
 AJ1309
 AJ1309                          SUPERSEDED SURVEY CONTROL
 AJ1309
 AJ1309  NAD 83(1986)-  27 29 57.73899(N)    098 47 01.99622(W) AD(       ) 4
 AJ1309  NAD 27      -  27 29 56.62000(N)    098 47 00.92000(W) AD(       ) 3
 AJ1309
 AJ1309.Superseded values are not recommended for survey control.
 AJ1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1309.See file dsdata.txt to determine how the superseded data were derived.
 AJ1309
 AJ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2134541766(NAD 83)
 AJ1309_MARKER: 51 = TANK
 AJ1309
 AJ1309  HISTORY     - Date     Condition        Report By
 AJ1309  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1309
 AJ1309                          STATION DESCRIPTION
 AJ1309
 AJ1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1309'POINT OBSERVED UPON IS CENTER OF SMALLER OF TWO WATER TANKS
 AJ1309'AT UNITED GAS COMPANYS CAMP.  IT IS LOCATED AT W EDGE OF
 AJ1309'CAMP.  STEEL TANK ABOUT 50 FEET HIGH.
 AJ1309'
 AJ1309'OBSERVED UPON FROM STATIONS LAUREL AND STAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1350 ***********************************************************************
 AJ1350  DESIGNATION -  UNITED GAS CO CAMP LGE WTR TK
 AJ1350  PID         -  AJ1350
 AJ1350  STATE/COUNTY-  TX/DUVAL
 AJ1350  USGS QUAD   -  SAN PABLO (1968)
 AJ1350
 AJ1350                         *CURRENT SURVEY CONTROL
 AJ1350  ___________________________________________________________________
 AJ1350* NAD 83(1993)-  27 30 03.14358(N)    098 46 54.32829(W)     ADJUSTED  
 AJ1350* NAVD 88     -                                                        
 AJ1350  ___________________________________________________________________
 AJ1350  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AJ1350  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ1350
 AJ1350  HORZ ORDER  -  THIRD
 AJ1350
 AJ1350.The horizontal coordinates were established by classical geodetic methods
 AJ1350.and adjusted by the National Geodetic Survey in February 1996..
 AJ1350
 AJ1350
 AJ1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1350
 AJ1350.The geoid height was determined by GEOID03.
 AJ1350
 AJ1350;                    North         East     Units Scale Factor Converg.
 AJ1350;SPC TX S     - 5,203,248.351   272,161.020   MT  0.99993270   -0 07 40.5
 AJ1350;SPC TX S     -17,070,990.63    892,914.95   sFT  0.99993270   -0 07 40.5
 AJ1350;UTM  14      - 3,041,932.497   521,556.207   MT  0.99960574   +0 06 02.8
 AJ1350
 AJ1350                          SUPERSEDED SURVEY CONTROL
 AJ1350
 AJ1350  NAD 83(1986)-  27 30 03.14788(N)    098 46 54.30216(W) AD(       ) 4
 AJ1350  NAD 27      -  27 30 02.03000(N)    098 46 53.23000(W) AD(       ) 3
 AJ1350
 AJ1350.Superseded values are not recommended for survey control.
 AJ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1350.See file dsdata.txt to determine how the superseded data were derived.
 AJ1350
 AJ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2155641932(NAD 83)
 AJ1350_MARKER: 51 = TANK
 AJ1350
 AJ1350  HISTORY     - Date     Condition        Report By
 AJ1350  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1350
 AJ1350                          STATION DESCRIPTION
 AJ1350
 AJ1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1350'STATION IS THE LARGER OF TWO WATER TANKS AT UNITED GAS COMPANYS
 AJ1350'CAMP, LOCATED AT PUMPING STATION.  STEEL, ABOUT 50 FEET HIGH.
 AJ1350'OBSERVED FINIAL.
 AJ1350'
 AJ1350'OBSERVED FROM LAUREL AND STAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1366 ***********************************************************************
 AB1366  DESIGNATION -  UNITED ST MEX BDRY MON RP 53
 AB1366  PID         -  AB1366
 AB1366  STATE/COUNTY-  TX/CAMERON
 AB1366  USGS QUAD   -  PALMITO HILL (1983)
 AB1366
 AB1366                         *CURRENT SURVEY CONTROL
 AB1366  ___________________________________________________________________
 AB1366* NAD 83(1993)-  25 57 30.29972(N)    097 15 16.24500(W)     ADJUSTED  
 AB1366* NAVD 88     -        15.4    (meters)      51.     (feet)  VERTCON   
 AB1366  ___________________________________________________________________
 AB1366  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 AB1366  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 AB1366
 AB1366  HORZ ORDER  -  THIRD
 AB1366
 AB1366.The horizontal coordinates were established by classical geodetic methods
 AB1366.and adjusted by the National Geodetic Survey in February 1996..
 AB1366
 AB1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1366
 AB1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1366
 AB1366.The geoid height was determined by GEOID03.
 AB1366
 AB1366;                    North         East     Units Scale Factor Converg.
 AB1366;SPC TX S     - 5,032,940.645   424,744.562   MT  1.00005897   +0 33 55.7
 AB1366;SPC TX S     -16,512,239.43  1,393,516.12   sFT  1.00005897   +0 33 55.7
 AB1366;UTM  14      - 2,872,244.210   674,762.564   MT  0.99997712   +0 45 51.2
 AB1366
 AB1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1366!SPC TX S     -   1.00000093  x   1.00005897  =   1.00005990
 AB1366!UTM  14      -   1.00000093  x   0.99997712  =   0.99997805
 AB1366
 AB1366                          SUPERSEDED SURVEY CONTROL
 AB1366
 AB1366  NAD 83(1986)-  25 57 30.31337(N)    097 15 16.19646(W) AD(       ) 4
 AB1366  NAD 27      -  25 57 29.02000(N)    097 15 15.29000(W) AD(       ) 3
 AB1366  NGVD 29 (07/19/86)   15.5    (m)           51.     (f) VERT ANG       
 AB1366
 AB1366.Superseded values are not recommended for survey control.
 AB1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1366.See file dsdata.txt to determine how the superseded data were derived.
 AB1366
 AB1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7476372244(NAD 83)
 AB1366_MARKER: Z = SEE DESCRIPTION
 AB1366_SETTING: 0 = UNSPECIFIED SETTING
 AB1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1366
 AB1366  HISTORY     - Date     Condition        Report By
 AB1366  HISTORY     - 1913     MONUMENTED       IBC
 AB1366  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1366
 AB1366                          STATION DESCRIPTION
 AB1366
 AB1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1366'STATION BELIEVED LOST.
 AB1366'
 AB1366'A THOROUGH SEARCH OF THE AREA AS DESCRIBED BY USGS AND SHOWN
 AB1366'ON QUADRANGLE PALMITO HILL FAILED TO REVEAL ANY SIGN OF THE
 AB1366'STATION MARK.  NO PREVIOUS USC AND GS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0522 ***********************************************************************
 BO0522  DESIGNATION -  UNIV OF TEXAS LAND CORNER 1932
 BO0522  PID         -  BO0522
 BO0522  STATE/COUNTY-  TX/CROCKETT
 BO0522  USGS QUAD   -  SCHNEEMAN DRAW SE (1967)
 BO0522
 BO0522                         *CURRENT SURVEY CONTROL
 BO0522  ___________________________________________________________________
 BO0522* NAD 83(1993)-  30 45 01.57775(N)    101 22 25.98470(W)     ADJUSTED  
 BO0522* NAVD 88     -       801.     (meters)    2628.     (feet)  SCALED    
 BO0522  ___________________________________________________________________
 BO0522  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BO0522  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 BO0522
 BO0522  HORZ ORDER  -  SECOND
 BO0522
 BO0522.The horizontal coordinates were established by classical geodetic methods
 BO0522.and adjusted by the National Geodetic Survey in February 1996..
 BO0522
 BO0522.The orthometric height was scaled from a topographic map.
 BO0522
 BO0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0522
 BO0522.The geoid height was determined by GEOID03.
 BO0522
 BO0522;                    North         East     Units Scale Factor Converg.
 BO0522;SPC TX C     - 3,120,607.476   600,377.341   MT  0.99989128   -0 32 09.4
 BO0522;SPC TX C     -10,238,193.03  1,969,737.99   sFT  0.99989128   -0 32 09.4
 BO0522;UTM  14      - 3,404,352.623   272,755.294   MT  1.00023707   -1 12 51.4
 BO0522
 BO0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0522!SPC TX C     -   0.99987793  x   0.99989128  =   0.99976922
 BO0522!UTM  14      -   0.99987793  x   1.00023707  =   1.00011497
 BO0522
 BO0522                          SUPERSEDED SURVEY CONTROL
 BO0522
 BO0522  NAD 83(1986)-  30 45 01.58626(N)    101 22 25.97469(W) AD(       ) 2
 BO0522  NAD 27      -  30 45 00.97900(N)    101 22 24.56600(W) AD(       ) 2
 BO0522
 BO0522.Superseded values are not recommended for survey control.
 BO0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0522.See file dsdata.txt to determine how the superseded data were derived.
 BO0522
 BO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV7275504353(NAD 83)
 BO0522_MARKER: Z = SEE DESCRIPTION
 BO0522_SETTING: 0 = UNSPECIFIED SETTING
 BO0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0522
 BO0522  HISTORY     - Date     Condition        Report By
 BO0522  HISTORY     - 1932     MONUMENTED       CGS
 BO0522
 BO0522                          STATION DESCRIPTION
 BO0522
 BO0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BO0522'TO REACH THE STATION FROM OZONA, GO N OUT OF TOWN ON ROAD ALONG
 BO0522'FRONT OF HOTEL OZONA, 0.4 MILE FROM HOTEL TO STREET INTERSECTION
 BO0522'WITH GREY STUCCO HOUSE IN SW CORNER.  TURN LEFT 1 BLOCK.  TURN
 BO0522'RIGHT ONTO WINDING ROAD LEADING OUT TO THE NW TO A CATTLE GUARD.
 BO0522'CROSS GUARD AND GO 0.5 MILE TO ANOTHER CATTLE GUARD JUST S
 BO0522'OF RANCH HOUSE.  CROSS THIS GUARD AND CONTINUE ON ROAD TOWARD
 BO0522'HOUSE AND ON TO NW 2.0 MILES TO A GATE.  GO THROUGH GATE AND
 BO0522'TAKE RIGHT-HAND ROAD FOR 0.15 MILE.  TAKE RIGHT-HAND ROAD
 BO0522'AND GO 1.75 MILES TO GATE AT WINDMILL AND STONE TANK, GO
 BO0522'THROUGH GATE AND ALONG ROAD TO LEFT PAST WINDMILL 2.4 MILES TO
 BO0522'FORK.  TAKE LEFT FORK, LEAVING THE MAIN-TRAVELED ROAD, AND
 BO0522'GO 0.4 MILE TO GATE AT WOODEN WINDMILL.  GO THROUGH GATE
 BO0522'AND ON 3.0 MILES TO STEEL WINDMILL AND POND.  THENCE
 BO0522'WESTWARD 1.0 MILE TO LOCKED GATE.  THROUGH GATE AND 0.5
 BO0522'MILE NW TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9976 ***********************************************************************
 AG9976  DESIGNATION -  UNIV OF TEXAS TOWER SEC
 AG9976  PID         -  AG9976
 AG9976  STATE/COUNTY-  TX/TRAVIS
 AG9976  USGS QUAD   -  AUSTIN EAST (1988)
 AG9976
 AG9976                         *CURRENT SURVEY CONTROL
 AG9976  ___________________________________________________________________
 AG9976* NAD 83(1993)-  30 17 10.51249(N)    097 44 21.71739(W)     ADJUSTED  
 AG9976* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 AG9976  ___________________________________________________________________
 AG9976  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AG9976  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AG9976
 AG9976  HORZ ORDER  -  THIRD
 AG9976
 AG9976.The horizontal coordinates were established by classical geodetic methods
 AG9976.and adjusted by the National Geodetic Survey in July 1998..
 AG9976
 AG9976.The orthometric height was scaled from a topographic map.
 AG9976
 AG9976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9976
 AG9976.The geoid height was determined by GEOID03.
 AG9976
 AG9976;                    North         East     Units Scale Factor Converg.
 AG9976;SPC TX C     - 3,071,595.000   949,528.007   MT  0.99995905   +1 20 09.8
 AG9976;SPC TX C     -10,077,391.26  3,115,243.14   sFT  0.99995905   +1 20 09.8
 AG9976;UTM  14      - 3,351,177.963   621,239.618   MT  0.99978134   +0 38 09.0
 AG9976
 AG9976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9976!SPC TX C     -   0.99997562  x   0.99995905  =   0.99993467
 AG9976!UTM  14      -   0.99997562  x   0.99978134  =   0.99975696
 AG9976
 AG9976                          SUPERSEDED SURVEY CONTROL
 AG9976
 AG9976.No superseded survey control is available for this station.
 AG9976
 AG9976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2124051178(NAD 83)
 AG9976_MARKER: 90 = CHURCH SPIRE
 AG9976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9976+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 AG9976
 AG9976  HISTORY     - Date     Condition        Report By
 AG9976  HISTORY     - 1952     FIRST OBSERVED   USGS
 AG9976  HISTORY     - 20010224 GOOD             USPSQD
 AG9976  HISTORY     - 20050226 GOOD             USPSQD
 AG9976
 AG9976                          STATION DESCRIPTION
 AG9976
 AG9976'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AG9976'THE CENTER OF THE TOWER OF THE UNIVERSITY OF TEXAS ADMINISTRATION
 AG9976'BUILDING AND LIBRARY.  THIS TOWER IS ABOUT 150 FT. TALL AND IS THE
 AG9976'HIGHEST AND MOST IMPOSING STRUCTURE IN THE CITY OF AUSTIN.
 AG9976'STATION MARK--THE POINT SIGHTED ON WAS A TRANSPARENT DOME WITH LIGHT
 AG9976'AT TOP AND CENTER OF THE TOWER.
 AG9976
 AG9976                          STATION RECOVERY (2001)
 AG9976
 AG9976'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 AG9976'RECOVERED IN GOOD CONDITION.
 AG9976
 AG9976                          STATION RECOVERY (2005)
 AG9976
 AG9976'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWM)
 AG9976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1246 ***********************************************************************
 CS1246  DESIGNATION -  UNIVERSITY
 CS1246  PID         -  CS1246
 CS1246  STATE/COUNTY-  TX/DALLAS
 CS1246  USGS QUAD   -  IRVING (1981)
 CS1246
 CS1246                         *CURRENT SURVEY CONTROL
 CS1246  ___________________________________________________________________
 CS1246* NAD 83(1986)-  32 50 45.     (N)    096 55 07.     (W)     SCALED    
 CS1246* NAVD 88     -       159.211  (meters)     522.34   (feet)  ADJUSTED  
 CS1246  ___________________________________________________________________
 CS1246  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CS1246  DYNAMIC HT  -         159.029 (meters)     521.75  (feet)  COMP
 CS1246  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 CS1246
 CS1246  VERT ORDER  -  FIRST     CLASS II
 CS1246
 CS1246.The horizontal coordinates were scaled from a topographic map and have
 CS1246.an estimated accuracy of +/- 6 seconds.
 CS1246
 CS1246.The orthometric height was determined by differential leveling
 CS1246.and adjusted by the National Geodetic Survey in June 1991..
 CS1246
 CS1246.The geoid height was determined by GEOID03.
 CS1246
 CS1246.The dynamic height is computed by dividing the NAVD 88
 CS1246.geopotential number by the normal gravity value computed on the
 CS1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1246.degrees latitude (g = 980.6199 gals.).
 CS1246
 CS1246.The modeled gravity was interpolated from observed gravity values.
 CS1246
 CS1246;                    North         East    Units  Estimated Accuracy
 CS1246;SPC TXNC     - 2,131,870.      748,020.      MT  (+/- 180 meters Scaled)
 CS1246
 CS1246                          SUPERSEDED SURVEY CONTROL
 CS1246
 CS1246  NGVD 29 (??/??/92)  159.22   (m)          522.4    (f) COMPUTED    1 2
 CS1246
 CS1246.Superseded values are not recommended for survey control.
 CS1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1246.See file dsdata.txt to determine how the superseded data were derived.
 CS1246
 CS1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB947361(NAD 83)
 CS1246_MARKER: Z = SEE DESCRIPTION
 CS1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1246+STABILITY: SURFACE MOTION
 CS1246
 CS1246  HISTORY     - Date     Condition        Report By
 CS1246  HISTORY     - UNK      MONUMENTED       LOCENG
 CS1246  HISTORY     - 1958     GOOD             NGS
 CS1246
 CS1246                          STATION DESCRIPTION
 CS1246
 CS1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1246'3.4 MI SW FROM DALLAS.
 CS1246'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 183, OR LOOP 12, FROM
 CS1246'THE TRAFFIC CIRCLE AT THE JUNCTION OF STATE HIGHWAY 114, THENCE ABOUT
 CS1246'0.1 MILE WEST ALONG STATE HIGHWAY 183, THENCE ABOUT 0.65 MILE NORTH
 CS1246'ALONG UNIVERSITY AVENUE, AT THE UNIVERSITY OF DALLAS, 187 FEET WEST OF
 CS1246'THE MOST SOUTHERN ONE OF TWO DOORS OF THE LECTURE HALL BUILDING, 14
 CS1246'1/2 FEET EAST OF A STORM SEWER MANHOLE, 17 1/2 FEET SOUTHEAST OF THE
 CS1246'SOUTHEAST EDGE OF THE SIDEWALK, AND IN THE TOP OF A 12-INCH, ROUND
 CS1246'CONCRETE POST PROJECTING 1 FOOT.  THE MARK EXTENDS TO A DEPTH OF 48
 CS1246'FEET, 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0553 ***********************************************************************
 BO0553  DESIGNATION -  UNIVERSITY
 BO0553  PID         -  BO0553
 BO0553  STATE/COUNTY-  TX/CROCKETT
 BO0553  USGS QUAD   -  BACHELOR HILL (1967)
 BO0553
 BO0553                         *CURRENT SURVEY CONTROL
 BO0553  ___________________________________________________________________
 BO0553* NAD 83(1993)-  30 41 22.72523(N)    101 33 24.52429(W)     ADJUSTED  
 BO0553* NAVD 88     -       812.3    (meters)    2665.     (feet)  VERTCON   
 BO0553  ___________________________________________________________________
 BO0553  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BO0553  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 BO0553
 BO0553  HORZ ORDER  -  FIRST
 BO0553
 BO0553.The horizontal coordinates were established by classical geodetic methods
 BO0553.and adjusted by the National Geodetic Survey in February 1996..
 BO0553
 BO0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0553
 BO0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0553
 BO0553.The geoid height was determined by GEOID03.
 BO0553
 BO0553;                    North         East     Units Scale Factor Converg.
 BO0553;SPC TX C     - 3,114,047.095   582,790.334   MT  0.99989645   -0 37 48.6
 BO0553;SPC TX C     -10,216,669.51  1,912,037.95   sFT  0.99989645   -0 37 48.6
 BO0553;SPC TXSC     - 4,319,261.963   355,010.845   MT  1.00014268   -1 15 09.4
 BO0553;SPC TXSC     -14,170,778.62  1,164,731.41   sFT  1.00014268   -1 15 09.4
 BO0553;UTM  14      - 3,397,997.974   255,085.046   MT  1.00034001   -1 18 20.2
 BO0553
 BO0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0553!SPC TX C     -   0.99987618  x   0.99989645  =   0.99977265
 BO0553!SPC TXSC     -   0.99987618  x   1.00014268  =   1.00001885
 BO0553!UTM  14      -   0.99987618  x   1.00034001  =   1.00021615
 BO0553
 BO0553:                Primary Azimuth Mark                     Grid Az
 BO0553:SPC TX C     -  UNIVERSITY OF TEXAS SURVEY STA           120 36 45.8
 BO0553:SPC TXSC     -  UNIVERSITY OF TEXAS SURVEY STA           121 14 06.6
 BO0553:UTM  14      -  UNIVERSITY OF TEXAS SURVEY STA           121 17 17.4
 BO0553
 BO0553|---------------------------------------------------------------------|
 BO0553| PID    Reference Object                     Distance      Geod. Az  |
 BO0553|                                                           dddmmss.s |
 BO0553| BO0552 UNIVERSITY OF TEXAS SURVEY STA      APPROX. 2.2 KM 1195857.2 |
 BO0553| CH9820 UNIVERSITY RM 2                      26.450 METERS 24637     |
 BO0553| CH9768 TIP OF WOODEN WINDMILL                             2510239.3 |
 BO0553| CI0553 STEEL WINDMILL                                     2724351.3 |
 BO0553| CH9819 UNIVERSITY RM 1                                    35510     |
 BO0553|---------------------------------------------------------------------|
 BO0553
 BO0553                          SUPERSEDED SURVEY CONTROL
 BO0553
 BO0553  NAD 83(1986)-  30 41 22.73713(N)    101 33 24.51732(W) AD(       ) 1
 BO0553  NAD 27      -  30 41 22.12300(N)    101 33 23.09200(W) AD(       ) 1
 BO0553  NGVD 29 (07/19/86)  812.1    (m)         2664.     (f) VERT ANG       
 BO0553
 BO0553.Superseded values are not recommended for survey control.
 BO0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0553.See file dsdata.txt to determine how the superseded data were derived.
 BO0553
 BO0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU5508597998(NAD 83)
 BO0553_MARKER: DS = TRIANGULATION STATION DISK
 BO0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0553
 BO0553  HISTORY     - Date     Condition        Report By
 BO0553  HISTORY     - 1932     MONUMENTED       CGS
 BO0553  HISTORY     - 1937     GOOD             LOCENG
 BO0553
 BO0553                          STATION DESCRIPTION
 BO0553
 BO0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 BO0553'ABOUT 21 MILES W AND 1.5 MILES S OF OZONA, IN THE SW PART OF
 BO0553'BLOCK 30, ON LAND OWNED BY THE UNIVERSITY OF TEXAS, ABOUT 2
 BO0553'MILES SE OF THE HEAD OF A LARGE DRAW, ABOUT 2 MILES S OF THE
 BO0553'OLD SPANISH TRAIL HIGHWAY, 10 METERS (33 FEET) W OF AN OLD TRAIL
 BO0553'ALONG THE RIDGE ON GENTLY ROLLING GRASS LAND.
 BO0553'
 BO0553'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BO0553'DISKS SET IN CONCRETE.
 BO0553'
 BO0553'REFERENCE MARK NO. 1 IS 2 METERS (7 FEET) E OF OLD TRAIL ALONG
 BO0553'RIDGE, AND 0.15 MILE FROM STATION, N 04 DEG 50 MIN W.
 BO0553'
 BO0553'REFERENCE MARK NO. 2 IS 26.45 METERS (86.8 FEET) FROM STATION,
 BO0553'S 66 DEG 37 MIN W.
 BO0553'
 BO0553'OTHER BEARINGS FROM STATION ARE--TIP OF STEEL WINDMILL 1.5 MILES
 BO0553'DISTANT, N 87 DEG 16 MIN W.  TIP OF WOODEN WINDMILL 1 MILE S
 BO0553'OF STEEL WINDMILL (ABOVE), S 71 DEG 03 MIN W.
 BO0553'
 BO0553'TO REACH THE STATION FROM OZONA, GO W ON THE OLD SPANISH TRAIL
 BO0553'(U.S. HIGHWAY 290) 22.6 MILES FROM THE COURTHOUSE TO A CATTLE
 BO0553'GUARD, GO THROUGH GUARD ALONG HIGHWAY 0.1 MILE.  TURN LEFT ON
 BO0553'DIM ROAD JUST BEYOND A PIPE LINE RUNNING SE AND NW ACROSS ROAD,
 BO0553'AND GO 0.2 MILE TO GATE.  GO THROUGH THIS GATE AND FOLLOW ALONG
 BO0553'PIPE LINE 100 YARDS.  TURN SHARPLY TO RIGHT AND FOLLOW DIM TRAIL
 BO0553'WHICH PARALLELS HIGHWAY TO SW.  PASS AROUND TO RIGHT OF HEAD
 BO0553'OF DRAW AND GO 2.6 MILES SE TO STATION.
 BO0553
 BO0553                          STATION RECOVERY (1937)
 BO0553
 BO0553'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 BO0553'RECOVERED BY GEOPHYSICAL RESEARCH CORP.
 BO0553'
 BO0553'RECOVERED.  CONDITION OF MARK VERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0502 ***********************************************************************
 BO0502  DESIGNATION -  UNIVERSITY OF TEXAS MARK 1935
 BO0502  PID         -  BO0502
 BO0502  STATE/COUNTY-  TX/CROCKETT
 BO0502  USGS QUAD   -  OGLESBY RANCH (1964)
 BO0502
 BO0502                         *CURRENT SURVEY CONTROL
 BO0502  ___________________________________________________________________
 BO0502* NAD 83(1993)-  30 53 45.01582(N)    100 59 19.77308(W)     ADJUSTED  
 BO0502* NAVD 88     -       761.     (meters)    2497.     (feet)  SCALED    
 BO0502  ___________________________________________________________________
 BO0502  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 BO0502  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 BO0502
 BO0502  HORZ ORDER  -  SECOND
 BO0502
 BO0502.The horizontal coordinates were established by classical geodetic methods
 BO0502.and adjusted by the National Geodetic Survey in February 1996..
 BO0502
 BO0502.The orthometric height was scaled from a topographic map.
 BO0502
 BO0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0502
 BO0502.The geoid height was determined by GEOID03.
 BO0502
 BO0502;                    North         East     Units Scale Factor Converg.
 BO0502;SPC TX C     - 3,136,444.253   637,337.395   MT  0.99988343   -0 20 15.4
 BO0502;SPC TX C     -10,290,150.85  2,090,997.77   sFT  0.99988343   -0 20 15.4
 BO0502;UTM  14      - 3,419,752.702   309,910.387   MT  1.00004575   -1 01 17.5
 BO0502
 BO0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0502!SPC TX C     -   0.99988415  x   0.99988343  =   0.99976759
 BO0502!UTM  14      -   0.99988415  x   1.00004575  =   0.99992989
 BO0502
 BO0502                          SUPERSEDED SURVEY CONTROL
 BO0502
 BO0502  NAD 83(1986)-  30 53 45.02462(N)    100 59 19.75838(W) AD(       ) 2
 BO0502  NAD 27      -  30 53 44.40000(N)    100 59 18.37800(W) AD(       ) 2
 BO0502
 BO0502.Superseded values are not recommended for survey control.
 BO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0502.See file dsdata.txt to determine how the superseded data were derived.
 BO0502
 BO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV0991019753(NAD 83)
 BO0502_MARKER: Z = SEE DESCRIPTION
 BO0502_SETTING: 0 = UNSPECIFIED SETTING
 BO0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0502+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2001
 BO0502
 BO0502  HISTORY     - Date     Condition        Report By
 BO0502  HISTORY     - 1935     MONUMENTED       CGS
 BO0502  HISTORY     - 20010823 GOOD             INDIV
 BO0502
 BO0502                          STATION DESCRIPTION
 BO0502
 BO0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0502'THIS MARK IS LOCATED ABOUT 12-1/2 MILES N AND 12-1/2 MILES E OF
 BO0502'OZONA, 1-1/2 MILES W OF THE COUNTY LINE, ON LAND OWNED BY THE
 BO0502'UNIVERSITY OF TEXAS.  ON THE SAM OGLESBY RANCH, IN WHAT IS
 BO0502'KNOWN AS THE HOUSE PASTURE, ABOUT 1/2 MILE W AND N FROM THE RANCH
 BO0502'HOUSE.  ON TOP OF A FLAT, ROCKY, CEDAR BRUSH COVERED RIDGE.
 BO0502'
 BO0502'MARK IS 7-INCH CONCRETE CIRCULAR POST PROJECTING ABOUT 8 INCHES,
 BO0502'WITH A SQUARE BRASS PLATE SET IN TOP WHICH IS INSCRIBED
 BO0502'(U.T. 12, 13, 18, AND 19, B-56).  A RAISED CROSS MARKS THE
 BO0502'CENTER.
 BO0502'
 BO0502'A TIE WAS MADE FROM U.S.C. AND G.S. TRIANGULATION STATION
 BO0502'OGLESBY TO THIS MARK.  THE TRIANGULATION STATION IS 39.598 METERS,
 BO0502'123.33 FEET NW.
 BO0502'
 BO0502'REACHED FROM THE OZONA NATIONAL BANK IN OZONA BY GOING N ON STATE
 BO0502'HIGHWAY 163 FOR 8.8 MILES, OR FOR 0.8 MILE AFTER PASSING CROSSROADS,
 BO0502'TO A T-ROAD RIGHT, PASS THROUGH WIRE GATE AND GO E FOR 0.45
 BO0502'MILE TO RANCH HOUSE ON RIGHT (P.L. CHILDRESS OWNER), TURN LEFT
 BO0502'(N) FOR 0.1 MILE TO BUMP GATE.  PASS THROUGH GATE AND CONTINUE
 BO0502'STRAIGHT AHEAD (ROADS LEAD RIGHT AND LEFT FROM THIS GATE)
 BO0502'AND FOLLOW MAIN RANCH ROAD NE AND N FOR 2.65 MILES, TAKE RIGHT
 BO0502'FORK (E) JUST AFTER PASSING THROUGH GATE, FOLLOW ROAD ALONG N
 BO0502'SIDE OF FENCE FOR 2.6 MILES, PASS THROUGH GATE AND CONTINUE E
 BO0502'ALONG S SIDE OF FENCE FOR 0.3 MILE, THEN TAKE LEFT FORK (E)
 BO0502'AND FOLLOW ROAD E AND NE FOR 4.1 MILES, PASS THROUGH GATE FOR
 BO0502'0.1 MILE TO THE BUCKHORN RANCH HOUSE (HOME OF MR. WALTER
 BO0502'CHILDRESS).  FROM HERE FOLLOW MAIN RANCH ROAD E AND NE FOR 1.55
 BO0502'MILES TO GATE ENTERING OGLESBYS PASTURE, PASS THROUGH GATE
 BO0502'FOR 0.1 MILE, THEN TAKE RIGHT FORK (E) FOR 0.85 MILE TO
 BO0502'WINDMILL AND WATER TANK.  FROM HERE GO E ALONG N SIDE OF
 BO0502'FENCE FOR 0.45 MILE TO N-S ROAD, PASS THROUGH GATE AND GO
 BO0502'S FOR 0.65 MILE, LEAVE ROAD AND GO DUE E ACROSS PASTURE
 BO0502'AND UP DRAW FOR 0.6 MILE TO TOP OF RIDGE AND THE SECTION
 BO0502'CORNER MONUMENT.
 BO0502
 BO0502                          STATION RECOVERY (2001)
 BO0502
 BO0502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 BO0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2855 ***********************************************************************
 CS2855  DESIGNATION -  UNIVERSITY PARK MUNICIPAL TANK
 CS2855  PID         -  CS2855
 CS2855  STATE/COUNTY-  TX/DALLAS
 CS2855  USGS QUAD   -  DALLAS (1981)
 CS2855
 CS2855                         *CURRENT SURVEY CONTROL
 CS2855  ___________________________________________________________________
 CS2855* NAD 83(1993)-  32 50 53.46297(N)    096 46 56.92240(W)     ADJUSTED  
 CS2855* NAVD 88     -                                                        
 CS2855  ___________________________________________________________________
 CS2855  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 CS2855  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CS2855
 CS2855  HORZ ORDER  -  THIRD
 CS2855
 CS2855.The horizontal coordinates were established by classical geodetic methods
 CS2855.and adjusted by the National Geodetic Survey in February 1996..
 CS2855
 CS2855
 CS2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2855
 CS2855.The geoid height was determined by GEOID03.
 CS2855
 CS2855;                    North         East     Units Scale Factor Converg.
 CS2855;SPC TXNC     - 2,132,332.273   760,755.600   MT  0.99987889   +0 56 12.2
 CS2855;SPC TXNC     - 6,995,826.80  2,495,912.33   sFT  0.99987889   +0 56 12.2
 CS2855;UTM  14      - 3,636,635.813   707,527.156   MT  1.00013107   +1 12 11.7
 CS2855
 CS2855                          SUPERSEDED SURVEY CONTROL
 CS2855
 CS2855  NAD 83(1993)-  32 50 53.46269(N)    096 46 56.91440(W) AD(       ) 4
 CS2855  NAD 83(1986)-  32 50 53.47017(N)    096 46 56.90552(W) AD(       ) 4
 CS2855  NAD 27      -  32 50 53.01800(N)    096 46 55.90800(W) AD(       ) 3
 CS2855
 CS2855.Superseded values are not recommended for survey control.
 CS2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2855.See file dsdata.txt to determine how the superseded data were derived.
 CS2855
 CS2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0752736636(NAD 83)
 CS2855_MARKER: 53 = ELEVATED TANK
 CS2855
 CS2855  HISTORY     - Date     Condition        Report By
 CS2855  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2855  HISTORY     - 1959     GOOD             CGS
 CS2855  HISTORY     - 1985     GOOD             USPSQD
 CS2855
 CS2855                          STATION DESCRIPTION
 CS2855
 CS2855'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2855'THE STATION IS LOCATED IN THE NORTH PART OF THE CITY OF DALLAS
 CS2855'IN THE SUBURB OF UNIVERSITY PARK ABOUT 2 BLOCKS NORTHEAST OF
 CS2855'SOUTHERN METHODIST UNIVERSITY, 100 FEET NORTH OF THE CENTERLINE
 CS2855'OF ROSEDALE AVE. AND 100 FEET EAST OF THE CENTERLINE OF AIRLINE
 CS2855'RD.
 CS2855'
 CS2855'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH, 8-LEGGED,
 CS2855'60 FEET IN DIAMETER AND PAINTED SILVER.
 CS2855'
 CS2855'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2855'
 CS2855'TO REACH THE STATION FROM THE MAIN ENTRANCE TO SOUTHERN
 CS2855'METHODIST UNIVERSITY, GO NORTH ON HILLCREST AVE. FOR 0.2 MILE
 CS2855'TO ROSEDALE AVE.  TURN RIGHT AND GO EAST ON ROSEDALE AVE.
 CS2855'FOR 0.3 MILE TO AIRLINE RD.  TURN LEFT AND GO NORTH ON AIRLINE RD.
 CS2855'FOR 100 YARDS TO THE STATION ON THE RIGHT.
 CS2855
 CS2855                          STATION RECOVERY (1959)
 CS2855
 CS2855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2855'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CS2855'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2855
 CS2855                          STATION RECOVERY (1985)
 CS2855
 CS2855'RECOVERY NOTE BY US POWER SQUADRON 1985 (CES)
 CS2855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0805 ***********************************************************************
 CV0805  DESIGNATION -  UNIVERSITY TEX B 11 SECS 32 33
 CV0805  PID         -  CV0805
 CV0805  STATE/COUNTY-  TX/ECTOR
 CV0805  USGS QUAD   -  BEDFORD RANCH (1971)
 CV0805
 CV0805                         *CURRENT SURVEY CONTROL
 CV0805  ___________________________________________________________________
 CV0805* NAD 83(1993)-  32 05 28.33038(N)    102 47 24.98038(W)     ADJUSTED  
 CV0805* NAVD 88     -      1005.     (meters)    3297.     (feet)  SCALED    
 CV0805  ___________________________________________________________________
 CV0805  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CV0805  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CV0805
 CV0805  HORZ ORDER  -  SECOND
 CV0805
 CV0805.The horizontal coordinates were established by classical geodetic methods
 CV0805.and adjusted by the National Geodetic Survey in February 1996..
 CV0805
 CV0805.The orthometric height was scaled from a topographic map.
 CV0805
 CV0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0805
 CV0805.The geoid height was determined by GEOID03.
 CV0805
 CV0805;                    North         East     Units Scale Factor Converg.
 CV0805;SPC TX C     - 3,271,352.308   468,070.591   MT  1.00006246   -1 15 55.7
 CV0805;SPC TX C     -10,732,761.70  1,535,661.60   sFT  1.00006246   -1 15 55.7
 CV0805;SPC TXNC     - 2,055,347.244   195,108.229   MT  1.00001194   -2 20 23.6
 CV0805;SPC TXNC     - 6,743,251.75    640,117.58   sFT  1.00001194   -2 20 23.6
 CV0805;UTM  13      - 3,552,681.967   708,536.407   MT  1.00013633   +1 10 27.8
 CV0805
 CV0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0805!SPC TX C     -   0.99984578  x   1.00006246  =   0.99990823
 CV0805!SPC TXNC     -   0.99984578  x   1.00001194  =   0.99985772
 CV0805!UTM  13      -   0.99984578  x   1.00013633  =   0.99998209
 CV0805
 CV0805                          SUPERSEDED SURVEY CONTROL
 CV0805
 CV0805  NAD 83(1993)-  32 05 28.33177(N)    102 47 24.97220(W) AD(       ) 2
 CV0805  NAD 83(1986)-  32 05 28.33051(N)    102 47 24.96995(W) AD(       ) 2
 CV0805  NAD 27      -  32 05 27.93300(N)    102 47 23.39900(W) AD(       ) 2
 CV0805
 CV0805.Superseded values are not recommended for survey control.
 CV0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0805.See file dsdata.txt to determine how the superseded data were derived.
 CV0805
 CV0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR0853652682(NAD 83)
 CV0805_MARKER: DS = TRIANGULATION STATION DISK
 CV0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0805+STABILITY: SURFACE MOTION
 CV0805
 CV0805  HISTORY     - Date     Condition        Report By
 CV0805  HISTORY     - 1935     MONUMENTED       CGS
 CV0805
 CV0805                          STATION DESCRIPTION
 CV0805
 CV0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0805'IT IS UNIVERSITY OF TEXAS SECTION CORNER WHICH IS A BRONZE PLATE,
 CV0805'4 INCHES SQUARE SET IN A 6-INCH CYLINDER OF CONCRETE.  THE
 CV0805'PLATE IS STAMPED U.T.B. 11 SEC. 32, 33.  THE MARK IS 15 FEET S
 CV0805'OF AN E-W TRACK ROAD AND 285 FEET N OF AN E-W FENCE.  THE
 CV0805'TO REACH THE STATION FROM THE ECTOR COUNTY COURTHOUSE, IN
 CV0805'ODESSA, GO N ON STATE HIGHWAY 51, 17.1 MILES TO THE ECTOR-ANDREWS
 CV0805'COUNTY LINE, MARKED BY A SIGNBOARD ON THE W SIDE OF THE ROAD.
 CV0805'CONTINUE N 1.4 MILES.  HERE LEAVE STATE HIGHWAY 51, TURN LEFT
 CV0805'PASS OVER CATTLE GUARD AND GO WNW ON PLAIN ROAD 3.4 MILES
 CV0805'(PASSING OVER BLADED ROAD AT 2.3 MILES) TO A FORK.  TAKE THE
 CV0805'LEFT FORK (THIS POINT IS 1/2 MILE S OF RANCH BUILDINGS) AND GO W
 CV0805'0.2 MILES TO A GATE IN AN N-S FENCE.  PASS THRU GATE AND
 CV0805'CONTINUE WNW 1.6 MILES TO A GATE IN AN N-S FENCE.  PASS THRU
 CV0805'GATE AND CONTINUE WESTERLY 1.6 MILES TO A FORK WHICH IS 100
 CV0805'YARDS, NE OF A LONE WINDMILL, TAKE THE RIGHT FORK AND
 CV0805'CONTINUE W 0.4 MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE
 CV0805'STRAIGHT AHEAD 0.6 MILE TO A PIPELINE CROSSROADS, (THIS
 CV0805'POINT IS 0.1 MILE N OF A RED GATE IN AN E-W FENCE), HERE
 CV0805'TURN RIGHT AND GO N ON PIPELINE ROAD 0.9 MILE TO A CROSSROADS,
 CV0805'TURN LEFT AND GO W 0.1 MILE TO A FORK, TAKE THE LEFT, OR
 CV0805'MAIN FORK AND GO WNW 1.9 MILES TO A GATE, PASS THRU GATE AND
 CV0805'GO WNW AND THEN W ON MAIN ROAD 2.2 MILES TO A POINT 100
 CV0805'YARDS S OF AN OLD WINDMILL, CONTINUE W ON MAIN ROAD 1.8 MILES
 CV0805'(PASSING THRU WOOD GATE AT 1.1 MILES) TO A LONE SE FENCE
 CV0805'CORNER, CONTINUE W ALONG THE S SIDE OF FENCE 1.1 MILES TO
 CV0805'A WOOD GATE, (THIS POINT IS 100 YARDS S OF THE RANCH BUILDINGS
 CV0805'OCCUPIED BY BILL WYATT, AND OWNED BY FRED COWDEN), PASS
 CV0805'THRU GATE AND CONTINUE W ON MAIN ROAD 2.0 MILES TO A GATE
 CV0805'WHICH IS 100 YARDS SW OF A LONE WINDMILL, PASS THRU GATE
 CV0805'AND CONTINUE SOUTHWESTERLY AND THEN S 0.5 MILE TO A FORK AT
 CV0805'A FENCE CORNER WHICH IS 50 YARDS SE OF A WINDMILL, HERE TAKE
 CV0805'THE RIGHT FORK AND GO W ON PLAIN ROAD 1.0 MILE TO A CROSSROADS,
 CV0805'(THERE IS A RANCH KNOWN AS THE H-RANCH 3/4 MILE S OF THIS POINT),
 CV0805'CONTINUE STRAIGHT AHEAD (W) ON THE MAIN ROAD 2.0 MILES (PASSING
 CV0805'THRU GATE AT 0.6 MILE AND CROSSING A CROSS ROAD AT 1.0 MILE)
 CV0805'TO UNIVERSITY CORNER, ON THE S SIDE OF THE
 CV0805'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2356 ***********************************************************************
 AN2356  DESIGNATION -  UNPAINTED HOUSE CHIMNEY
 AN2356  PID         -  AN2356
 AN2356  STATE/COUNTY-  TX/CALHOUN
 AN2356  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN2356
 AN2356                         *CURRENT SURVEY CONTROL
 AN2356  ___________________________________________________________________
 AN2356* NAD 83(1993)-  28 33 24.59313(N)    096 35 54.19131(W)     ADJUSTED  
 AN2356* NAVD 88     -                                                        
 AN2356  ___________________________________________________________________
 AN2356  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AN2356  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN2356
 AN2356  HORZ ORDER  -  THIRD
 AN2356
 AN2356.The horizontal coordinates were established by classical geodetic methods
 AN2356.and adjusted by the National Geodetic Survey in February 1996..
 AN2356
 AN2356
 AN2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2356
 AN2356.The geoid height was determined by GEOID03.
 AN2356
 AN2356;                    North         East     Units Scale Factor Converg.
 AN2356;SPC TXSC     - 4,082,597.943   834,974.599   MT  0.99995472   +1 10 35.7
 AN2356;SPC TXSC     -13,394,323.42  2,739,412.50   sFT  0.99995472   +1 10 35.7
 AN2356;UTM  14      - 3,161,242.654   734,945.378   MT  1.00028128   +1 08 54.9
 AN2356
 AN2356                          SUPERSEDED SURVEY CONTROL
 AN2356
 AN2356  NAD 83(1986)-  28 33 24.59955(N)    096 35 54.17953(W) AD(       ) 4
 AN2356  NAD 27      -  28 33 23.60300(N)    096 35 53.26200(W) AD(       ) 3
 AN2356
 AN2356.Superseded values are not recommended for survey control.
 AN2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2356.See file dsdata.txt to determine how the superseded data were derived.
 AN2356
 AN2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3494561243(NAD 83)
 AN2356_MARKER: 85 = CHIMNEY
 AN2356
 AN2356  HISTORY     - Date     Condition        Report By
 AN2356  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2356
 AN2356                          STATION DESCRIPTION
 AN2356
 AN2356'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2291 ***********************************************************************
 BL2291  DESIGNATION -  UPCHURCH
 BL2291  PID         -  BL2291
 BL2291  STATE/COUNTY-  TX/GRIMES
 BL2291  USGS QUAD   -  BEDIAS (1963)
 BL2291
 BL2291                         *CURRENT SURVEY CONTROL
 BL2291  ___________________________________________________________________
 BL2291* NAD 83(1993)-  30 45 27.00572(N)    095 59 32.72302(W)     ADJUSTED  
 BL2291* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 BL2291  ___________________________________________________________________
 BL2291  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BL2291  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BL2291
 BL2291  HORZ ORDER  -  FIRST
 BL2291
 BL2291.The horizontal coordinates were established by classical geodetic methods
 BL2291.and adjusted by the National Geodetic Survey in February 1996..
 BL2291
 BL2291.The orthometric height was scaled from a topographic map.
 BL2291
 BL2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2291
 BL2291.The geoid height was determined by GEOID03.
 BL2291
 BL2291;                    North         East     Units Scale Factor Converg.
 BL2291;SPC TX C     - 3,129,031.895 1,115,469.951   MT  0.99989075   +2 14 09.0
 BL2291;SPC TX C     -10,265,832.14  3,659,671.00   sFT  0.99989075   +2 14 09.0
 BL2291;UTM  15      - 3,406,555.274   213,542.243   MT  1.00061238   -1 31 53.0
 BL2291;UTM  14      - 3,406,594.171   787,909.041   MT  1.00062267   +1 32 20.9
 BL2291
 BL2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2291!SPC TX C     -   0.99998598  x   0.99989075  =   0.99987673
 BL2291!UTM  15      -   0.99998598  x   1.00061238  =   1.00059835
 BL2291!UTM  14      -   0.99998598  x   1.00062267  =   1.00060864
 BL2291
 BL2291:                Primary Azimuth Mark                     Grid Az
 BL2291:SPC TX C     -  BEDIAS KERR GINNING CO TANK              061 21 12.8
 BL2291:UTM  15      -  BEDIAS KERR GINNING CO TANK              065 07 14.8
 BL2291:UTM  14      -  BEDIAS KERR GINNING CO TANK              062 03 00.9
 BL2291
 BL2291|---------------------------------------------------------------------|
 BL2291| PID    Reference Object                     Distance      Geod. Az  |
 BL2291|                                                           dddmmss.s |
 BL2291| BL2290 BEDIAS KERR GINNING CO TANK         APPROX. 4.8 KM 0633521.8 |
 BL2291| BL2292 MIDKIFF                             APPROX.10.2 KM 0640838.6 |
 BL2291| CV8538 UPCHURCH RM 1                        36.613 METERS 14229     |
 BL2291| CV8539 UPCHURCH RM 2                        31.221 METERS 23105     |
 BL2291| CV8537 UPCHURCH AZ MK                                     2741420.2 |
 BL2291|---------------------------------------------------------------------|
 BL2291
 BL2291                          SUPERSEDED SURVEY CONTROL
 BL2291
 BL2291  NAD 83(1986)-  30 45 27.01883(N)    095 59 32.70431(W) AD(       ) 1
 BL2291  NAD 27      -  30 45 26.32200(N)    095 59 31.87100(W) AD(       ) 1
 BL2291
 BL2291.Superseded values are not recommended for survey control.
 BL2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2291.See file dsdata.txt to determine how the superseded data were derived.
 BL2291
 BL2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ1354206555(NAD 83)
 BL2291_MARKER: DS = TRIANGULATION STATION DISK
 BL2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2291
 BL2291  HISTORY     - Date     Condition        Report By
 BL2291  HISTORY     - 1935     MONUMENTED       CGS
 BL2291  HISTORY     - 1937     GOOD             TXHD
 BL2291  HISTORY     - 1957     GOOD             CGS
 BL2291  HISTORY     - 19620320 GOOD             USGS
 BL2291  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL2291
 BL2291                          STATION DESCRIPTION
 BL2291
 BL2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2291'THIS STATION IS LOCATED ABOUT 3 MILES SW OF BEDIAS, ABOUT
 BL2291'5 MILES E OF IOLA, AND 7 MILES N OF SINGLETON, ON LAND OWNED
 BL2291'BY MRS. R.E.L. UPCHURCH AND OCCUPIED BY G.M. MC GINTY.  THE
 BL2291'MARK IS SET ON THE N EDGE OF THE RIGHT-OF-WAY, 1 FOOT S OF
 BL2291'THE FENCE LINE, 53 FEET N OF THE CENTER LINE OF THE ROAD, 71
 BL2291'FEET SW OF THE SW CORNER OF THE HOUSE.  MARK PROJECTS 5 INCHES.
 BL2291'
 BL2291'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2291'BRONZE DISKS SET IN CONCRETE.
 BL2291'
 BL2291'REFERENCE MARK NO. 1 IS SE OF THE STATION ON THE S EDGE OF
 BL2291'THE RIGHT-OF-WAY.  IT IS 1 FOOT N OF THE FENCE LINE, 32 FEET
 BL2291'S OF THE CENTER LINE OF THE ROAD.  MARK PROJECTS 6 INCHES.
 BL2291'REFERENCE MARK NO. 2 IS SW OF THE STATION ON THE S EDGE OF
 BL2291'THE RIGHT-OF-WAY, 1 FOOT N OF THE RIGHT-OF-WAY FENCE LINE,
 BL2291'25 FEET S OF THE CENTER LINE OF THE ROAD, 66 FEET E OF A 2-FOOT
 BL2291'OAK TREE IN FENCE LINE.  MARK PROJECTS 5 INCHES.
 BL2291'
 BL2291'AZIMUTH MARK IS W OF THE STATION ON THE S EDGE OF THE
 BL2291'RIGHT-OF-WAY, 1 FOOT S OF THE FENCE LINE, 23 FEET S OF THE
 BL2291'CENTER LINE OF THE ROAD.  MARK PROJECTS 8 INCHES.
 BL2291'
 BL2291'REACHED FROM BEDIAS, LEAVE TEXAS 90, 2 BLOCKS S OF THE MAIN
 BL2291'STREET.  GO W 0.55 MILE TO SIDE ROAD TO LEFT, THENCE LEFT
 BL2291'2.1 MILES TO SIDE ROAD TO LEFT, THENCE LEFT FOLLOWING
 BL2291'MAIN-TRAVELED ROAD FOR 1.15 MILES TO STATION ON THE RIGHT.
 BL2291'
 BL2291'A 64-FOOT TOWER WAS USED.
 BL2291'
 BL2291'ALL LIGHTS COME INTO VIEW AT 10 FEET.
 BL2291
 BL2291                          STATION RECOVERY (1937)
 BL2291
 BL2291'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2291'STATION AND ALL MARKS RECOVERED AND IN GOOD CONDITION.
 BL2291
 BL2291                          STATION RECOVERY (1957)
 BL2291
 BL2291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WHS)
 BL2291'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BL2291'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BL2291
 BL2291                          STATION RECOVERY (1962)
 BL2291
 BL2291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (ALS)
 BL2291'RECOVERED IN GOOD CONDITION.
 BL2291
 BL2291                          STATION RECOVERY (1994)
 BL2291
 BL2291'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0980 ***********************************************************************
 CT0980  DESIGNATION -  UPHAM
 CT0980  PID         -  CT0980
 CT0980  STATE/COUNTY-  TX/PALO PINTO
 CT0980  USGS QUAD   -  MINERAL WELLS WEST (1984)
 CT0980
 CT0980                         *CURRENT SURVEY CONTROL
 CT0980  ___________________________________________________________________
 CT0980* NAD 83(1993)-  32 50 11.49953(N)    098 07 51.54584(W)     ADJUSTED  
 CT0980* NAVD 88     -       345.4    (meters)    1133.     (feet)  VERTCON   
 CT0980  ___________________________________________________________________
 CT0980  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CT0980  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CT0980
 CT0980  HORZ ORDER  -  FIRST
 CT0980
 CT0980.The horizontal coordinates were established by classical geodetic methods
 CT0980.and adjusted by the National Geodetic Survey in February 1996..
 CT0980
 CT0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0980
 CT0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0980
 CT0980.The geoid height was determined by GEOID03.
 CT0980
 CT0980;                    North         East     Units Scale Factor Converg.
 CT0980;SPC TXNC     - 2,129,786.251   634,544.867   MT  0.99987963   +0 12 04.5
 CT0980;SPC TXNC     - 6,987,473.73  2,081,835.95   sFT  0.99987963   +0 12 04.5
 CT0980;UTM  14      - 3,633,499.080   581,330.432   MT  0.99968156   +0 28 16.5
 CT0980
 CT0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0980!SPC TXNC     -   0.99995035  x   0.99987963  =   0.99982999
 CT0980!UTM  14      -   0.99995035  x   0.99968156  =   0.99963193
 CT0980
 CT0980:                Primary Azimuth Mark                     Grid Az
 CT0980:SPC TXNC     -  UPHAM AZ MK                              061 37 58.8
 CT0980:UTM  14      -  UPHAM AZ MK                              061 21 46.8
 CT0980
 CT0980|---------------------------------------------------------------------|
 CT0980| PID    Reference Object                     Distance      Geod. Az  |
 CT0980|                                                           dddmmss.s |
 CT0980| CX8887 UPHAM AZ MK                                        0615003.3 |
 CT0980| CT0974 MINERAL WELLS MUN TANK              APPROX. 2.5 KM 1184211.0 |
 CT0980| CX8888 UPHAM RM 1                           18.117 METERS 13108     |
 CT0980| CT0975 MINERAL WELLS HOTEL CUPOLA          APPROX. 3.5 KM 1483331.4 |
 CT0980| CX8889 UPHAM RM 2                           23.769 METERS 26247     |
 CT0980|---------------------------------------------------------------------|
 CT0980
 CT0980                          SUPERSEDED SURVEY CONTROL
 CT0980
 CT0980  NAD 83(1993)-  32 50 11.50272(N)    098 07 51.53214(W) AD(       ) 1
 CT0980  NAD 83(1986)-  32 50 11.50293(N)    098 07 51.53041(W) AD(       ) 1
 CT0980  NAD 27      -  32 50 11.05558(N)    098 07 50.37516(W) AD(       ) 1
 CT0980  NGVD 29 (07/19/86)  345.3    (m)         1133.     (f) VERT ANG       
 CT0980
 CT0980.Superseded values are not recommended for survey control.
 CT0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0980.See file dsdata.txt to determine how the superseded data were derived.
 CT0980
 CT0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8133033499(NAD 83)
 CT0980_MARKER: DS = TRIANGULATION STATION DISK
 CT0980_SETTING: 66 = SET IN ROCK OUTCROP
 CT0980
 CT0980  HISTORY     - Date     Condition        Report By
 CT0980  HISTORY     - 1967     MONUMENTED       CGS
 CT0980  HISTORY     - 1973     GOOD             NGS
 CT0980  HISTORY     - 1981     GOOD             NGS
 CT0980  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0980
 CT0980                          STATION DESCRIPTION
 CT0980
 CT0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 CT0980'STATION IS LOCATED ON A HIGH HILL, IN PASTURE LAND, ABOUT 2 MILES
 CT0980'NORTHWEST OF THE CENTRAL SECTION OF MINERAL WELLS AND ON LAND WHICH
 CT0980'IS OWNED BY A MR. CHESTER UPHAM.
 CT0980'
 CT0980'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 281 AND 180 IN
 CT0980'MINERAL WELLS.  GO NORTHERLY ON HIGHWAY 281 FOR 1.0 MILE TO A
 CT0980'FORK.  KEEP LEFT AND CONTINUE NORTH ON A SURFACED ROAD FOR 0.85
 CT0980'MILE TO A GRAVELED ROAD LEFT.  TURN LEFT AND GO WEST ON THE
 CT0980'GRAVELED ROAD FOR 0.8 MILE TO A ROAD RIGHT.  CONTINUE WEST ON THE
 CT0980'GRAVELED ROAD FOR 0.15 MILE TO A GATE AND HOUSE ON THE LEFT.  (GATE
 CT0980'IS LOCKED).  TURN LEFT, PASS THROUGH THE GATE AND GO SOUTHERLY
 CT0980'PASSING THROUGH FEED LOTS AND 3 MORE GATES FOR 0.15 MILE.  TURN
 CT0980'RIGHT AND GO WESTERLY ON A BLADED ROAD, UPHILL FOR 0.2 MILE TO THE
 CT0980'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHWESTERLY ON A TRACK AND
 CT0980'BLADED ROAD FOR 0.25 MILE TO TOP OF HILL.  TURN RIGHT AND GO NORTH
 CT0980'ACROSS PASTURE FOR 0.1 MILE TO STATION MARK.
 CT0980'
 CT0980'ALL MARKS ARE STANDARD DISKS, CEMENTED IN A DRILL HOLE, FLUSH WITH
 CT0980'OUTCROPPING BEDROCK.
 CT0980'
 CT0980'STATION MARK DISK IS STAMPED UPHAM 1967.  MARK IS 75 FEET WEST OF
 CT0980'NUMEROUS LARGE BOULDERS WHICH ARE AT THE TOP EDGE OF A SLOPE.
 CT0980'
 CT0980'REFERENCE MARK NUMBER 1 DISK IS STAMPED UPHAM NO 1 1967.
 CT0980'
 CT0980'REFERENCE MARK NUMBER 2 DISK IS STAMPED UPHAM NO 2 1967.
 CT0980'
 CT0980'AZIMUTH MARK DISK IS STAMPED UPHAM 1967.  MARK IS 50 FEET WEST OF THE
 CT0980'APPROXIMATE CENTER OF A TRACK ROAD AND 3.9 FEET SOUTH OF A METAL
 CT0980'WITNESS POST.
 CT0980'
 CT0980'HEIGHT OF LIGHT ABOVE STATION MARK 14.80 METERS.
 CT0980
 CT0980                          STATION RECOVERY (1973)
 CT0980
 CT0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CT0980'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 CT0980'MARK WERE RECOVERED AND APPEARED TO BE IN GOOD CONDITION.  THE
 CT0980'DIRECTION FROM THE AZIMUTH MARK TO THE MUNICIPAL WATER TANK CHECKED
 CT0980'GOOD, BUT THE DIRECTION TO THE BAKER HOTEL CUPOLA DID NOT CHECK BY
 CT0980'08.2 SECONDS - THE OBJECT OBSERVED ON THE CUPOLA APPEARED TO BE
 CT0980'SLIGHTLY TILTED.
 CT0980'
 CT0980'A NEW DESCRIPTION FOLLOWS.
 CT0980'
 CT0980'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF MINERAL WELLS ON
 CT0980'A HIGH RIDGE IN PASTURE LAND.  IT IS ABOUT 1/2 MILE SOUTHWEST OF A
 CT0980'SET OF FARM BUILDINGS.
 CT0980'
 CT0980'THE STATION MARK IS A STANDARD DISK STAMPED UPHAM 1967, SET IN A
 CT0980'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS ABOUT 300 FEET
 CT0980'SOUTH OF THE NORTHEAST CORNER OF THE RIDGE, 200 FEET NORTH OF THE
 CT0980'TRACK ROAD LEADING UP TO THE TOP OF THE RIDGE, 144 FEET
 CT0980'NORTH-NORTHEAST OF A 14-INCH TRIPLE TRUNK OAK TREE, 85 FEET WEST
 CT0980'OF THE EAST EDGE OF ROCK LEDGE ALONG EAST EDGE OF RIDGE, AND 25
 CT0980'FEET SOUTH-SOUTHWEST OF A LONE CEDAR TREE.
 CT0980'
 CT0980'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED UPHAM NO 1 1967, SET
 CT0980'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 8-INCHES.  IT
 CT0980'IS ON THE EAST EDGE OF THE RIDGE, ABOUT 30-FEET SOUTHWEST OF
 CT0980'SEVERAL LARGE BOULDERS, AND IT IS ABOUT 2-FEET LOWER THEN THE
 CT0980'STATION.
 CT0980'
 CT0980'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED UPHAM NO 2 1967, SET
 CT0980'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS 90 FEET
 CT0980'NORTH-NORTHEAST OF THE TRIPLE TRUNK OAK TREE, AND IS ABOUT LEVEL
 CT0980'WITH THE STATION.
 CT0980'
 CT0980'THE AZIMUTH MARK IS A STANDARD DISK STAMPED UPHAM 1967, SET IN A
 CT0980'DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4-INCHES, ONE CORNER
 CT0980'OF THE ROCK PROJECTS ABOUT 12-INCHES AND IT MEASURES ABOUT 3-FEET
 CT0980'BY 6-FEET.  IT IS 53 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 CT0980'THRU PASTURE, 4 FEET NORTH OF A METAL WITNESS POST, AND NEAR A
 CT0980'LARGE BOULDER THAT PROJECTS ABOUT 2-FEET.
 CT0980'
 CT0980'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 180 AND
 CT0980'281 IN MINERAL WELLS GO NORTH ON HIGHWAY 281 FOR 1.7 MILES TO FARM
 CT0980'ROAD 3057 ON THE LEFT, TURN LEFT AND GO WESTERLY ON THE FARM ROAD
 CT0980'FOR 0.85 MILES TO A GRADED ROAD ON THE LEFT, BEAR LEFT ON GRADED
 CT0980'ROAD AND GO 0.3 MILE TO A FARM HOUSE ON THE LEFT WITH A STONE WALL
 CT0980'AROUND THE YARD AND A LOCKED METAL GATE LEADING TO THE FARM YARD,
 CT0980'GO THRU THE GATE AND FOLLOW THE TRACK ROAD SOUTHERLY THRU THE
 CT0980'FARM YARD 0.15 MILE TO A METAL GATE ABOUT 200 FEET SOUTH OF A METAL
 CT0980'BARN, PASS THRU GATE AND GO ABOUT 100 FEET SOUTH THEN TURN HARD
 CT0980'RIGHT AND FOLLOW TRACK ROAD UP THE SLOPE OF THE RIDGE FOR 0.2
 CT0980'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON
 CT0980'TRACK ROAD UP THE SLOPE FOR 0.3 MILE TO THE TOP OF THE RIDGE
 CT0980'TURN HARD RIGHT AND TRAVEL NORTHEASTERLY ACROSS PASTURE
 CT0980'0.05 MILE TO THE STATION AS DESCRIBED.
 CT0980'
 CT0980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES NW.
 CT0980'
 CT0980'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 CT0980
 CT0980                          STATION RECOVERY (1981)
 CT0980
 CT0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CT0980'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1973.  THE
 CT0980'FARM ROAD 3057 IN THE 1973 DESCRIPTION IS NOW FM 3027.
 CT0980'
 CT0980'THE STATION IS LOCATED 2 MILES NORTHWEST OF MINERAL WELLS ON A RIDGE
 CT0980'IN PASTURE LAND AND 0.6 MILE SOUTHWEST OF A FARM HOUSE.
 CT0980'
 CT0980'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK
 CT0980'STAMPED---UPHAM 1967---AND IS FLUSH WITH THE GROUND.  IT IS 300 FEET
 CT0980'SOUTH OF THE NORTHEAST CORNER OF A RIDGE, 200 FEET NORTH OF THE TRACK
 CT0980'ROAD TO THE RIDGE, 144 FEET NORTH-NORTHEAST OF A TRIPLE TRUNKED OAK
 CT0980'TREE, 85 FEET WEST OF THE RIDGE LEDGE AND 25 FEET SOUTH-SOUTHWEST OF
 CT0980'A LONE CEDAR TREE.
 CT0980'
 CT0980'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND 281,
 CT0980'GO NORTH ON U.S. 281 FOR 1.7 MILES TO A ROAD LEFT.  TURN LEFT ON FM
 CT0980'3027 AND GO WESTERLY FOR 0.9 MILE TO A GRAVEL ROAD FORK.  BEAR LEFT ON
 CT0980'THE GRAVEL ROAD AND CONTINUE WESTERLY FOR 0.3 MILE TO A FARM HOUSE ON
 CT0980'THE LEFT WITH A STONE WALL AROUND IT.  TURN LEFT PASSING THRU A GATE
 CT0980'TO A BARN AND GATE.  PASS THRU GATE AND GO WESTERLY ON A TRACK ROAD
 CT0980'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON TRACK ROAD
 CT0980'TO THE TOP OF A RIDGE FOR 0.15 MILE AND STATION AS DESCRIBED.
 CT0980'
 CT0980'REFERENCE MARK 1 IS A STANDARD DISK SET IN BEDROCK PROJECTING 8
 CT0980'INCHES AND STAMPED---UPHAM NO 1 1967---.  IT IS 150 FEET NORTH OF THE
 CT0980'ROAD, 30 FEET SOUTHWEST OF A PILE OF LARGE ROCKS AND ON THE EAST EDGE
 CT0980'OF THE RIDGE.
 CT0980'
 CT0980'REFERENCE MARK 2 IS A STANDARD DISK SET IN BEDROCK FLUSH WITH THE
 CT0980'GROUND AND STAMPED---UPHAM NO 2 1967---.  IT 91 FEET NORTH-NORTHEAST
 CT0980'OF THE TRIPLE TRUNKED OAK TREE.
 CT0980
 CT0980                          STATION RECOVERY (2004)
 CT0980
 CT0980'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0985 ***********************************************************************
 CB0985  DESIGNATION -  UPLAND
 CB0985  PID         -  CB0985
 CB0985  STATE/COUNTY-  TX/UPTON
 CB0985  USGS QUAD   -  LINDSEY RANCH (1970)
 CB0985
 CB0985                         *CURRENT SURVEY CONTROL
 CB0985  ___________________________________________________________________
 CB0985* NAD 83(1993)-  31 23 03.63203(N)    101 59 55.88824(W)     ADJUSTED  
 CB0985* NAVD 88     -       850.4    (meters)    2790.     (feet)  VERTCON   
 CB0985  ___________________________________________________________________
 CB0985  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 CB0985  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CB0985
 CB0985  HORZ ORDER  -  SECOND
 CB0985
 CB0985.The horizontal coordinates were established by classical geodetic methods
 CB0985.and adjusted by the National Geodetic Survey in February 1996..
 CB0985
 CB0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0985
 CB0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0985
 CB0985.The geoid height was determined by GEOID03.
 CB0985
 CB0985;                    North         East     Units Scale Factor Converg.
 CB0985;SPC TX C     - 3,191,600.795   541,597.979   MT  0.99990400   -0 51 28.2
 CB0985;SPC TX C     -10,471,110.27  1,776,892.70   sFT  0.99990400   -0 51 28.2
 CB0985;UTM  14      - 3,476,087.014   214,805.498   MT  1.00060334   -1 33 46.0
 CB0985;UTM  13      - 3,476,092.945   785,411.833   MT  1.00060487   +1 33 50.3
 CB0985
 CB0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0985!SPC TX C     -   0.99987026  x   0.99990400  =   0.99977427
 CB0985!UTM  14      -   0.99987026  x   1.00060334  =   1.00047352
 CB0985!UTM  13      -   0.99987026  x   1.00060487  =   1.00047505
 CB0985
 CB0985:                Primary Azimuth Mark                     Grid Az
 CB0985:SPC TX C     -  UPLAND AZ MK                             077 51 13.8
 CB0985:UTM  14      -  UPLAND AZ MK                             078 33 31.6
 CB0985:UTM  13      -  UPLAND AZ MK                             075 25 55.3
 CB0985
 CB0985|---------------------------------------------------------------------|
 CB0985| PID    Reference Object                     Distance      Geod. Az  |
 CB0985|                                                           dddmmss.s |
 CB0985| CH9821 UPLAND AZ MK                                       0765945.6 |
 CB0985| CH9822 UPLAND RM 1                          28.527 METERS 13112     |
 CB0985| CH9823 UPLAND RM 2                         116.700 METERS 25610     |
 CB0985|---------------------------------------------------------------------|
 CB0985
 CB0985                          SUPERSEDED SURVEY CONTROL
 CB0985
 CB0985  NAD 83(1986)-  31 23 03.63951(N)    101 59 55.87911(W) AD(       ) 2
 CB0985  NAD 27      -  31 23 03.13100(N)    101 59 54.39800(W) AD(       ) 2
 CB0985  NGVD 29 (07/19/86)  850.1    (m)         2789.     (f) VERT ANG       
 CB0985
 CB0985.Superseded values are not recommended for survey control.
 CB0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0985.See file dsdata.txt to determine how the superseded data were derived.
 CB0985
 CB0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1480576087(NAD 83)
 CB0985_MARKER: DS = TRIANGULATION STATION DISK
 CB0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0985
 CB0985  HISTORY     - Date     Condition        Report By
 CB0985  HISTORY     - 1935     MONUMENTED       CGS
 CB0985  HISTORY     - 1938     GOOD             TXHD
 CB0985  HISTORY     - 1939     GOOD             TSI
 CB0985  HISTORY     - 1944     GOOD             LOCSUR
 CB0985  HISTORY     - 1946     GOOD             LOCSUR
 CB0985  HISTORY     - 1954     GOOD             HUMBLE
 CB0985  HISTORY     - 1969     GOOD             CGS
 CB0985
 CB0985                          STATION DESCRIPTION
 CB0985
 CB0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CB0985'THIS STATION IS ABOUT 12 MILES NNW OF RANKIN, TEXAS, IN SECTION
 CB0985'45, BLOCK C.  IT IS LOCATED ABOUT 1/2 MILE N OF THE SOUTHERN
 CB0985'END OF A SMALL RIDGE, ABOUT 1-1/2 MILES NW OF THE RUINS OF
 CB0985'THE OLD COURTHOUSE OF THE ABANDONED TOWN OF UPLAND.  IT IS
 CB0985'ABOUT 2 MILES W OF THE FRANK LANE RANCH, AND 0.35 MILE W OF A
 CB0985'LONE NE FENCE CORNER.  THE MARK IS 81.7 FEET NNW OF A FENCE
 CB0985'AND PROJECTS 2 INCHES.
 CB0985'
 CB0985'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CB0985'BRONZE DISKS SET IN CONCRETE.
 CB0985'
 CB0985'REFERENCE MARK NO. 1 IS SE OF THE STATION AND PROJECTS 4 INCHES.
 CB0985'IT IS 3-1/2 FEET NNW OF A FENCE.
 CB0985'
 CB0985'REFERENCE MARK NO. 2 IS W OF THE STATION AND PROJECTS 4 INCHES.
 CB0985'IT IS 85 FEET NNW OF A FENCE.
 CB0985'
 CB0985'THE AZIMUTH MARK IS ESE OF THE STATION AND PROJECTS 8 INCHES.
 CB0985'IT IS 2-1/2 FEET NNW OF A FENCE AND 10.3 FEET W OF A LONE NE
 CB0985'FENCE CORNER.
 CB0985'
 CB0985'THE STATION IS REACHED FROM THE RAILROAD DEPOT IN RANKIN BY
 CB0985'DRIVING WESTERLY ON U.S. HIGHWAY 67 FOR 0.2 MILE.  LEAVE U.S.
 CB0985'HIGHWAY 67, TURN RIGHT ONTO THE MIDLAND HIGHWAY, AND GO NORTHERLY
 CB0985'FOR 6.9 MILES.  THE MAIN HIGHWAY AND THE TELEPHONE LINES TURN
 CB0985'RIGHT HERE AT A ROAD T-INTERSECTION, (STEM E).  CONTINUE
 CB0985'STRAIGHT AHEAD, NORTHERLY, ACROSS A CATTLE GUARD ONTO A PLAIN
 CB0985'ROAD (BLADED) AND GO 3.0 MILES, PASS THROUGH A GATE AND
 CB0985'CONTINUE ON THE MAIN ROAD, NOW NORTHWESTERLY, FOR 1.3 MILES,
 CB0985'THEN NORTHERLY 0.5 MILE TO THE FRANK LANE RANCH.  PASS
 CB0985'BETWEEN THE HOUSE AND THE WINDMILL AND CONTINUE
 CB0985'NORTHERLY ON A TRACK ROAD FOR 0.3 MILE, PASS THROUGH A
 CB0985'BOARD GATE, TURN LEFT, AND GO WESTERLY ALONG THE N SIDE OF
 CB0985'A FENCE FOR 0.3 MILE, THEN NORTHWESTERLY ON THE RIGHT
 CB0985'FORK (LEAVING THE FENCE) FOR 1.4 MILES.  AT A WIRE GATE IN
 CB0985'AN ANGLING FENCE, TURN LEFT AND GO S ON A DIM TRACK ROAD
 CB0985'FOR 0.9 MILE, THEN TURN RIGHT AT A LONE NE FENCE CORNER AND
 CB0985'GO WESTERLY ALONG THE N SIDE OF A FENCE FOR 0.35 MILE TO THE
 CB0985'STATION.
 CB0985'
 CB0985'ALL OBJECTS, EXCEPT STATIONS MC ELROY AND LIGON, ARE VISIBLE
 CB0985'FROM THE GROUND.  IT WILL REQUIRE A 25-FOOT STAND AT THIS
 CB0985'STATION, WITH 35-FOOT STANDS AT STATIONS MC ELROY AND LIGON.
 CB0985
 CB0985                          STATION RECOVERY (1938)
 CB0985
 CB0985'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CB0985'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CB0985'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CB0985
 CB0985                          STATION RECOVERY (1939)
 CB0985
 CB0985'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CB0985'RECOVERED BY--EDGAR TOBIN AERIAL SURVEY
 CB0985'
 CB0985'STATION MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CB0985
 CB0985                          STATION RECOVERY (1944)
 CB0985
 CB0985'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944 (LMW)
 CB0985'RECOVERED BY--ROBERT H. RAY INC
 CB0985'
 CB0985'DESCRIPTION FOR REACHING STATION IS SATISFACTORY.  STATION AND
 CB0985'REFERENCE MARKS FOUND IN GOOD CONDITION.
 CB0985
 CB0985                          STATION RECOVERY (1946)
 CB0985
 CB0985'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (HM)
 CB0985'MARK IN GOOD CONDITION.  REFERENCE MARKS AND AZIMUTH MARK IN
 CB0985'GOOD CONDITION.  DESCRIPTION ADEQUATE.  BY GEN GEO CO.
 CB0985
 CB0985                          STATION RECOVERY (1954)
 CB0985
 CB0985'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1954 (HNS)
 CB0985'STATION, REFERENCE MARKS, AND AZIMUTH MARK IN GOOD CONDITION.
 CB0985
 CB0985                          STATION RECOVERY (1969)
 CB0985
 CB0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HH)
 CB0985'STATION RECOVERED IN GOOD CONDITION.
 CB0985'
 CB0985'TO REACH--FROM JUNCTION OF U.S. HWY 67 AND STATE HWY 349 IN
 CB0985'RANKIN PROCEED N ON STATE HWY 349 FOR 10.1 MILES TO A SIDE
 CB0985'ROAD W.  TURN LEFT AND GO 2.4 MILES TO A RANCH HOUSE.  GO N
 CB0985'FROM THE RANCH HOUSE 0.4 MILE TO A CATTLEGUARD.  CROSS CATTLEGUARD
 CB0985'AND TURN LEFT (W) ALONG THE FENCE 1.4 MILE TO STATION SITE.
 CB0985'
 CB0985'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--RANKIN, TEXAS,
 CB0985'12 MILES NNW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0537 ***********************************************************************
 AO0537  DESIGNATION -  UPPER
 AO0537  PID         -  AO0537
 AO0537  STATE/COUNTY-  TX/ZAVALA
 AO0537  USGS QUAD   -  LA PRYOR SE (1972)
 AO0537
 AO0537                         *CURRENT SURVEY CONTROL
 AO0537  ___________________________________________________________________
 AO0537* NAD 83(1993)-  28 46 19.98245(N)    099 50 55.14379(W)     ADJUSTED  
 AO0537* NAVD 88     -       200.96   (+/-2cm)     659.3    (feet)  VERTCON   
 AO0537  ___________________________________________________________________
 AO0537  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AO0537  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AO0537
 AO0537  HORZ ORDER  -  FIRST
 AO0537  VERT ORDER  -  THIRD ? (See Below)
 AO0537
 AO0537.The horizontal coordinates were established by classical geodetic methods
 AO0537.and adjusted by the National Geodetic Survey in February 1996..
 AO0537
 AO0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0537.The vertical order pertains to the NGVD 29 superseded value.
 AO0537
 AO0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0537
 AO0537.The geoid height was determined by GEOID03.
 AO0537
 AO0537;                    North         East     Units Scale Factor Converg.
 AO0537;SPC TXSC     - 4,104,355.530   517,135.823   MT  0.99991112   -0 24 56.8
 AO0537;SPC TXSC     -13,465,706.43  1,696,636.45   sFT  0.99991112   -0 24 56.8
 AO0537;UTM  14      - 3,183,044.990   417,159.241   MT  0.99968469   -0 24 30.6
 AO0537
 AO0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0537!SPC TXSC     -   0.99997210  x   0.99991112  =   0.99988322
 AO0537!UTM  14      -   0.99997210  x   0.99968469  =   0.99965680
 AO0537
 AO0537|---------------------------------------------------------------------|
 AO0537| PID    Reference Object                     Distance      Geod. Az  |
 AO0537|                                                           dddmmss.s |
 AO0537| CV5674 UPPER RM 1                           10.948 METERS 09757     |
 AO0537| AO0759 BRUNDAGE CABLE VISION MAST          APPROX.25.6 KM 1542041.1 |
 AO0537| AO0765 CRYSTAL CITY MUN TANK               APPROX. 9.7 KM 1692605.7 |
 AO0537| CV5673 UPPER AZ MK                                        1750104.2 |
 AO0537| AO0768 CRYSTAL CITY RAD MAST KKT 42        APPROX.13.7 KM 1793437.3 |
 AO0537| CV5675 UPPER RM 2                           18.342 METERS 22058     |
 AO0537|---------------------------------------------------------------------|
 AO0537
 AO0537                          SUPERSEDED SURVEY CONTROL
 AO0537
 AO0537  NAD 83(1986)-  28 46 19.97924(N)    099 50 55.12227(W) AD(       ) 1
 AO0537  NAD 27      -  28 46 19.06335(N)    099 50 53.92072(W) AD(       ) 1
 AO0537  NGVD 29 (07/19/86)  200.85   (m)          659.0    (f) LEVELING    3  
 AO0537
 AO0537.Superseded values are not recommended for survey control.
 AO0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0537.See file dsdata.txt to determine how the superseded data were derived.
 AO0537
 AO0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1715983045(NAD 83)
 AO0537_MARKER: DS = TRIANGULATION STATION DISK
 AO0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0537
 AO0537  HISTORY     - Date     Condition        Report By
 AO0537  HISTORY     - 1971     MONUMENTED       NGS
 AO0537  HISTORY     - 1980     MARK NOT FOUND   NGS
 AO0537  HISTORY     - 1980     GOOD             LOCSUR
 AO0537  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AO0537
 AO0537                          STATION DESCRIPTION
 AO0537
 AO0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0537'THE STATION IS ABOUT 12 MILES SOUTH OF LA PRYOR, 6-1/2 MILES NORTH
 AO0537'AND 1-1/2 MILES WEST OF CRYSTAL CITY, IN THE NORTHEAST ANGLE OF U.S.
 AO0537'HIGHWAY 83 AND FARM ROAD 1025 AND ON ROAD RIGHT-OF-WAY.
 AO0537'
 AO0537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 AO0537'ROAD 65 IN THE NORTHWEST PART OF CRYSTAL CITY, GO NORTH-NORTHWEST ON
 AO0537'U.S. HIGHWAY 83 FOR 0.5 MILE TO THE JUNCTION WITH FARM ROAD 1433 ON
 AO0537'THE RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 4.0 MILES TO THE
 AO0537'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR
 AO0537'1.15 MILES TO THE JUNCTION WITH FARM ROAD 1025 AND THE STATION ON
 AO0537'THE RIGHT.
 AO0537'
 AO0537'STATION MARKS ARE STANDARD DISKS, STAMPED UPPER 1971.  THE SURFACE
 AO0537'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0537'THAT IS FLUSH WITH THE GROUND.  IT IS 127.0 FEET NORTH-NORTHWEST OF
 AO0537'THE CENTER OF FARM ROAD 1025, 155.0 FEET NORTHEAST OF THE CENTER
 AO0537'OF U.S. HIGHWAY 83 AND 12.6 FEET SOUTH-SOUTHWEST OF A WITNESS POST
 AO0537'IN A FENCE LINE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 AO0537'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0537'
 AO0537'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED UPPER NO 1 1971, SET IN
 AO0537'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0537'WITH THE GROUND.  IT IS 111.0 FEET NORTHWEST OF THE CENTER OF FARM
 AO0537'ROAD 1025, 32.6 FEET EAST OF THE WITNESS POST, 1.4 FEET
 AO0537'SOUTH-SOUTHWEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 AO0537'STATION.
 AO0537'
 AO0537'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED UPPER NO 2 1971, SET IN
 AO0537'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AO0537'INCH ABOVE THE GROUND.  IT IS 112.0 FEET NORTHEAST OF THE CENTER OF
 AO0537'U.S. HIGHWAY 83, 86.0 FEET NORTHWEST OF THE CENTER OF FARM ROAD
 AO0537'1025, 72.4 FEET SOUTH-SOUTHWEST OF THE WITNESS POST AND ABOUT THE
 AO0537'SAME ELEVATION AS THE STATION.
 AO0537'
 AO0537'AZIMUTH MARK IS A STANDARD DISK, STAMPED UPPER 1971, SET IN THE TOP
 AO0537'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AO0537'GROUND.  IT IS 52.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY 83,
 AO0537'42.4 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK AND 2.5 FEET
 AO0537'EAST OF A WITNESS POST.
 AO0537'
 AO0537'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 AO0537
 AO0537                          STATION RECOVERY (1980)
 AO0537
 AO0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AO0537'THE STATION MARKS WERE NOT FOUND.  THE REFERENCE MARKS WERE REPLANTED
 AO0537'BY SOMEONE.  THE STATION SITE HAS BEEN MADE INTO A ROADSIDE PARK.  THE
 AO0537'AZIMUTH MARK WAS FOUND IN PLACE IN GOOD CONDITION.
 AO0537
 AO0537                          STATION RECOVERY (1980)
 AO0537
 AO0537'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (MRB)
 AO0537'UPPER 1971 (STATION) RECOVERED GOOD - LANDSCAPED OVER - BUT IN
 AO0537'GOOD CONDITION.
 AO0537'
 AO0537'UPPER NO. 1 (RM-1) DISPLACED STILL IN APROX. LOCATION.
 AO0537'
 AO0537'UPPER NO. 2 AND AZM MK. BOTH IN GOOD CONDITION.
 AO0537'
 AO0537'WITNESS POST AT STATION DAMAGED BUT STILL IN APROX. LOCATION.
 AO0537'
 AO0537'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES NNW FROM
 AO0537'CRYSTAL CITY, TEXAS.
 AO0537
 AO0537                          STATION RECOVERY (1997)
 AO0537
 AO0537'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0863 ***********************************************************************
 DO0863  DESIGNATION -  UPSHUR
 DO0863  PID         -  DO0863
 DO0863  STATE/COUNTY-  TX/THROCKMORTON
 DO0863  USGS QUAD   -  ANTELOPE CREEK SE (1981)
 DO0863
 DO0863                         *CURRENT SURVEY CONTROL
 DO0863  ___________________________________________________________________
 DO0863* NAD 83(1993)-  33 21 04.50960(N)    099 15 55.88894(W)     ADJUSTED  
 DO0863* NAVD 88     -       504.     (meters)    1654.     (feet)  SCALED    
 DO0863  ___________________________________________________________________
 DO0863  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DO0863  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DO0863
 DO0863  HORZ ORDER  -  FIRST
 DO0863
 DO0863.The horizontal coordinates were established by classical geodetic methods
 DO0863.and adjusted by the National Geodetic Survey in February 1996..
 DO0863
 DO0863.The orthometric height was scaled from a topographic map.
 DO0863
 DO0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0863
 DO0863.The geoid height was determined by GEOID03.
 DO0863
 DO0863;                    North         East     Units Scale Factor Converg.
 DO0863;SPC TXNC     - 2,187,064.265   528,752.810   MT  0.99988625   -0 25 03.0
 DO0863;SPC TXNC     - 7,175,393.34  1,734,749.84   sFT  0.99988625   -0 25 03.0
 DO0863;UTM  14      - 3,690,259.419   475,294.504   MT  0.99960752   -0 08 45.5
 DO0863
 DO0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0863!SPC TXNC     -   0.99992536  x   0.99988625  =   0.99981162
 DO0863!UTM  14      -   0.99992536  x   0.99960752  =   0.99953291
 DO0863
 DO0863:                Primary Azimuth Mark                     Grid Az
 DO0863:SPC TXNC     -  MEGARGEL TANK                            070 54 20.7
 DO0863:UTM  14      -  MEGARGEL TANK                            070 38 03.2
 DO0863
 DO0863|---------------------------------------------------------------------|
 DO0863| PID    Reference Object                     Distance      Geod. Az  |
 DO0863|                                                           dddmmss.s |
 DO0863| DO0779 MEGARGEL TANK                       APPROX.33.4 KM 0702917.7 |
 DO0863| CX8890 UPSHUR RM 1                          50.285 METERS 27608     |
 DO0863| DO0871 MUNDAY WESTERN COTTON CO TANK       APPROX.35.0 KM 2872214.6 |
 DO0863| DO0870 MUNDAY TOWER                        APPROX.34.9 KM 2880127.7 |
 DO0863| DO0869 GOREE TANK                          APPROX.27.5 KM 2982720.9 |
 DO0863| DO0838 HOLLAND                             APPROX.22.9 KM 3321709.1 |
 DO0863| CX8891 UPSHUR RM 2                          62.945 METERS 35315     |
 DO0863|---------------------------------------------------------------------|
 DO0863
 DO0863                          SUPERSEDED SURVEY CONTROL
 DO0863
 DO0863  NAD 83(1993)-  33 21 04.51226(N)    099 15 55.88851(W) AD(       ) 1
 DO0863  NAD 83(1986)-  33 21 04.51686(N)    099 15 55.87990(W) AD(       ) 1
 DO0863  NAD 27      -  33 21 04.15700(N)    099 15 54.60200(W) AD(       ) 1
 DO0863
 DO0863.Superseded values are not recommended for survey control.
 DO0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0863.See file dsdata.txt to determine how the superseded data were derived.
 DO0863
 DO0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB7529590259(NAD 83)
 DO0863_MARKER: DS = TRIANGULATION STATION DISK
 DO0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0863
 DO0863  HISTORY     - Date     Condition        Report By
 DO0863  HISTORY     - 1935     MONUMENTED       CGS
 DO0863  HISTORY     - 1940     GOOD             TXGS
 DO0863  HISTORY     - 1957     GOOD             CGS
 DO0863  HISTORY     - 1963     GOOD             CGS
 DO0863  HISTORY     - 1967     GOOD             USGS
 DO0863
 DO0863                          STATION DESCRIPTION
 DO0863
 DO0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0863'STATION IS LOCATED 14-1/2 MILES NNW OF THROCKMORTON AND 3
 DO0863'MILES S OF THE BAYLOR-THROCKMORTON COUNTY LINE, ON UPSHUR
 DO0863'COUNTY SCHOOL LAND LEASED BY MR. W.E. HUNT, ON TOP OF A VERY
 DO0863'ROCKY KNOB ON A RIDGE, 1-1/4 MILES NE OF A GROUP OF OIL WELLS,
 DO0863'1/4 MILE NW OF A WATER HOLE AT FOOT OF BLUFF, 110 FEET W
 DO0863'OF THE EDGE OF A HIGH BLUFF.  MARK PROJECTS 6 INCHES ABOVE
 DO0863'GROUND.
 DO0863'
 DO0863'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0863'DISKS SET IN THE TOPS OF CONCRETE.
 DO0863'
 DO0863'REFERENCE MARK NO. 1 IS W OF STATION.  MARK PROJECTS 6 INCHES
 DO0863'ABOVE GROUND.
 DO0863'
 DO0863'REFERENCE MARK NO. 2 IS N OF STATION, NEAR EDGE OF BLUFF.
 DO0863'MARK PROJECTS 6 INCHES ABOVE GROUND.
 DO0863'
 DO0863'AZIMUTH MARK IS S OF STATION, 1.5 MILES E OF OIL WELLS, 18
 DO0863'FEET N OF PASTURE ROAD.  MARK PROJECTS 9 INCHES ABOVE THE
 DO0863'GROUND.  TO REACH FROM STATION, RETRACE DESCRIPTION TO THE
 DO0863'TURN AT THE OIL WELLS, THEN GO 1.4 MILES EASTWARD ON PASTURE
 DO0863'ROAD TO AZIMUTH MARK ON LEFT.
 DO0863'
 DO0863'TO REACH STATION FROM THE COURTHOUSE IN THROCKMORTON, GO
 DO0863'N ON U.S. HIGHWAY 283, FOR 12.6 MILES, TURN LEFT THRU GATE
 DO0863'AND FOLLOW PASTURE ROAD WESTWARD FOR 5.0 MILES TO 0.1 MILE
 DO0863'E OF A GROUP OF OIL WELLS, MAKE A VERY SHARP TURN TO THE
 DO0863'RIGHT AND GO 0.7 MILE THRU PASTURE AND ALONG TOP OF RIDGE
 DO0863'WHICH RUNS E AND IS JUST TO THE N OF ROAD USED COMING IN
 DO0863'TO OIL WELLS, THEN TURN LEFT AND GO NNE FOR 0.95 MILE TO
 DO0863'ROCKY KNOB, HIGHEST POINT WITHIN MILES AND THE STATION.
 DO0863'
 DO0863'ALL CUTS FROM THIS STATION ARE VISIBLE FROM THE GROUND.
 DO0863'
 DO0863'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 DO0863
 DO0863                          STATION RECOVERY (1940)
 DO0863
 DO0863'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0863'STATION RECOVERED AS DESCRIBED.
 DO0863
 DO0863                          STATION RECOVERY (1957)
 DO0863
 DO0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 DO0863'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DO0863'
 DO0863'FOLLOWING IS A NEW DESCRIPTION TO REACH FROM THROCKMORTON--
 DO0863'
 DO0863'TO REACH FROM THROCKMORTON, FROM THE COURT HOUSE, GO NORTH
 DO0863'ON U.S. HIGHWAY 183 AND 283 FOR 13.3 MILES TO A SIDE ROAD
 DO0863'LEFT, TURN LEFT AND GO WESTERLY ON THE PLAINEST RANCH ROAD
 DO0863'(PASSING THROUGH SEVERAL WIRE GATES) FOR 4.0 MILES TO THE
 DO0863'AZIMUTH MARK ON THE RIGHT NEAR A TRIANGLE BLAZED MESQUITE
 DO0863'TREE, CONTINUE ON MAIN ROAD FOR 1.05 MILES TO CROSSROADS,
 DO0863'TURN RIGHT ON BLADED PASTURE ROAD AND FOLLOW FOR ABOUT 1.0
 DO0863'MILE, HERE BEAR RIGHT OFF ROAD AND PICK ROAD EASTERLY TO
 DO0863'EAST END OF RIDGE AND STATION.
 DO0863
 DO0863                          STATION RECOVERY (1963)
 DO0863
 DO0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 DO0863'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 DO0863'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO REACH
 DO0863'FROM THROCKMORTON, FROM THE COURT HOUSE GO NORTH ON U.S. HIGHWAY
 DO0863'183 AND 283 FOR 13.3 MILES TO A SIDE ROAD LEFT, TURN LEFT
 DO0863'AND GO WESTERLY ON THE PLAINEST RANCH ROAD (PASSING THROUGH
 DO0863'SEVERAL WIRE GATES) FOR 4.0 MILES TO THE AZIMUTH MARK ON THE
 DO0863'RIGHT NEAR A TRIANGLE BLAZED MESQUITE TREE, CONTINUE ON MAIN
 DO0863'ROAD FOR 0.29 MILES, TURN RIGHT ON BLADED FIELD ROAD FOR
 DO0863'0.64 MILES TO DIM TRACK ROAD ON THE LEFT.  TURN LEFT FOR
 DO0863'0.21 MILES TO END AS CREEK.  PACK NNW FOR 0.25 MILES TO
 DO0863'HIGHEST POINT AND STATION.
 DO0863
 DO0863                          STATION RECOVERY (1967)
 DO0863
 DO0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JTD)
 DO0863'THE STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 DO0863'
 DO0863'STATION MARK--A STANDARD USC AND GS DISK STAMPED UPSHURE
 DO0863'1935 AND SET IN A CONCRETE POST THAT PROJECTS 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0875 ***********************************************************************
 CB0875  DESIGNATION -  UPTON
 CB0875  PID         -  CB0875
 CB0875  STATE/COUNTY-  TX/TOM GREEN
 CB0875  USGS QUAD   -  WALL (1984)
 CB0875
 CB0875                         *CURRENT SURVEY CONTROL
 CB0875  ___________________________________________________________________
 CB0875* NAD 83(1993)-  31 17 33.50855(N)    100 19 08.73283(W)     ADJUSTED  
 CB0875* NAVD 88     -       646.1    (meters)    2120.     (feet)  VERTCON   
 CB0875  ___________________________________________________________________
 CB0875  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 CB0875  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CB0875
 CB0875  HORZ ORDER  -  THIRD
 CB0875
 CB0875.The horizontal coordinates were established by classical geodetic methods
 CB0875.and adjusted by the National Geodetic Survey in February 1996..
 CB0875
 CB0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0875
 CB0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0875
 CB0875.The geoid height was determined by GEOID03.
 CB0875
 CB0875;                    North         East     Units Scale Factor Converg.
 CB0875;SPC TX C     - 3,180,248.701   701,355.751   MT  0.99989461   +0 00 26.4
 CB0875;SPC TX C     -10,433,865.95  2,301,031.33   sFT  0.99989461   +0 00 26.4
 CB0875;UTM  14      - 3,462,785.410   374,452.497   MT  0.99979442   -0 41 06.9
 CB0875
 CB0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0875!SPC TX C     -   0.99990230  x   0.99989461  =   0.99979692
 CB0875!UTM  14      -   0.99990230  x   0.99979442  =   0.99969674
 CB0875
 CB0875:                Primary Azimuth Mark                     Grid Az
 CB0875:SPC TX C     -  LIPAN                                    184 06 40.2
 CB0875:UTM  14      -  LIPAN                                    184 48 13.5
 CB0875
 CB0875|---------------------------------------------------------------------|
 CB0875| PID    Reference Object                     Distance      Geod. Az  |
 CB0875|                                                           dddmmss.s |
 CB0875| CB0870 LIPAN                               APPROX. 6.3 KM 1840706.6 |
 CB0875|---------------------------------------------------------------------|
 CB0875
 CB0875                          SUPERSEDED SURVEY CONTROL
 CB0875
 CB0875  NAD 83(1986)-  31 17 33.51536(N)    100 19 08.71837(W) AD(       ) 3
 CB0875  NAD 27      -  31 17 32.91981(N)    100 19 07.40377(W) AD(       ) 3
 CB0875  NGVD 29 (07/19/86)  645.9    (m)         2119.     (f) VERT ANG       
 CB0875
 CB0875.Superseded values are not recommended for survey control.
 CB0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0875.See file dsdata.txt to determine how the superseded data were derived.
 CB0875
 CB0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV7445262785(NAD 83)
 CB0875_MARKER: DD = SURVEY DISK
 CB0875_SETTING: 80 = SET IN A BOULDER
 CB0875_SP_SET: PARTIALLY EXPOSED BOULDER
 CB0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0875+STABILITY: SURFACE MOTION
 CB0875
 CB0875  HISTORY     - Date     Condition        Report By
 CB0875  HISTORY     - 1956     MONUMENTED       USGS
 CB0875
 CB0875                          STATION DESCRIPTION
 CB0875
 CB0875'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0875'STATION IS LOCATED ABOUT 13.5 MI. SE. OF SAN ANGELO AND ABOUT 5.6 MI.
 CB0875'S. OF WALL, ON HIGH POINT OF PROMINENT TOP.
 CB0875'
 CB0875'TO REACH STATION FROM SAN ANGELO POST OFFICE, GO W. FOR ONE BLOCK TO
 CB0875'U.S. HIGHWAY 87, TURN LEFT (SE.) FOR 7.7 MI. TO JUNCTION WITH FARM
 CB0875'ROAD 1223, CONTINUE STRAIGHT AHEAD ON FARM ROAD 1223 FOR 1.5 MI.,
 CB0875'TURN RIGHT (S.) AND FOLLOW CALICHE RD. FOR 3.9 MI. TO LANE LEADING TO
 CB0875'RANCH ON LEFT, TURN LEFT (E.) FOR 0.1 MI. TO LEE UPTON RANCH, PASS
 CB0875'THRU GATE TO N. OF BARN AND FOLLOW MAIN TRACK RD. FOR 0.5 MI. TO RD.
 CB0875'FORK, TAKE FORK TO LEFT (N.) FOR 0.9 MI. TO ENTRANCE TO CALICHE PIT,
 CB0875'FOLLOW TRACK RD. TO LEFT OF CALICHE PIT, UP STEEP GRADE TO SUMMIT OF
 CB0875'HILL AND STATION SITE.  STATION IS ON HIGH POINT OF HILL ABOUT 105
 CB0875'FT. S. OF CALICHE PIT.
 CB0875'
 CB0875'STATION MARK--A STANDARD USGS TABLET STAMPED ---UPTON 1956---, SET
 CB0875'IN BOULDER BURIED FLUSH WITH GROUND.
 CB0875'
 CB0875'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1334 ***********************************************************************
 AE1334  DESIGNATION -  UREBENO RM 2
 AE1334  PID         -  AE1334
 AE1334  STATE/COUNTY-  TX/ZAPATA
 AE1334  USGS QUAD   -  ZAPATA (1979)
 AE1334
 AE1334                         *CURRENT SURVEY CONTROL
 AE1334  ___________________________________________________________________
 AE1334* NAD 83(1986)-  26 57 05.     (N)    099 20 20.     (W)     SCALED    
 AE1334* NAVD 88     -       136.409  (meters)     447.54   (feet)  ADJUSTED  
 AE1334  ___________________________________________________________________
 AE1334  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AE1334  DYNAMIC HT  -         136.190 (meters)     446.82  (feet)  COMP
 AE1334  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 AE1334
 AE1334  VERT ORDER  -  FIRST     CLASS II
 AE1334
 AE1334.The horizontal coordinates were scaled from a topographic map and have
 AE1334.an estimated accuracy of +/- 6 seconds.
 AE1334
 AE1334.The orthometric height was determined by differential leveling
 AE1334.and adjusted by the National Geodetic Survey in June 1991..
 AE1334
 AE1334.The geoid height was determined by GEOID03.
 AE1334
 AE1334.The dynamic height is computed by dividing the NAVD 88
 AE1334.geopotential number by the normal gravity value computed on the
 AE1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1334.degrees latitude (g = 980.6199 gals.).
 AE1334
 AE1334.The modeled gravity was interpolated from observed gravity values.
 AE1334
 AE1334;                    North         East    Units  Estimated Accuracy
 AE1334;SPC TX S     - 5,142,610.      216,710.      MT  (+/- 180 meters Scaled)
 AE1334
 AE1334                          SUPERSEDED SURVEY CONTROL
 AE1334
 AE1334.No superseded survey control is available for this station.
 AE1334
 AE1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ663810(NAD 83)
 AE1334_MARKER: DR = REFERENCE MARK DISK
 AE1334_SETTING: 66 = SET IN ROCK OUTCROP
 AE1334_SP_SET: ROCK OUTCROP
 AE1334_STAMPING: UREBENO NO 2 1917 1974
 AE1334_MARK LOGO: NGS   
 AE1334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1334+STABILITY: POSITION/ELEVATION WELL
 AE1334
 AE1334  HISTORY     - Date     Condition        Report By
 AE1334  HISTORY     - 1974     MONUMENTED       NGS
 AE1334  HISTORY     - 1981     GOOD             NGS
 AE1334
 AE1334                          STATION DESCRIPTION
 AE1334
 AE1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1334'8.9 KM (5.5 MI) NW FROM ZAPATA.
 AE1334'RECOVERED THIS DATE, NEW DESCRIRTION, 8.9 KM (5.5 MI) NORTHWEST ALONG
 AE1334'U.S. HIGHWAY 83 FROM THE JUNCTION OF STATE ROUTE 16 IN ZAPATA AT A
 AE1334'ROADSIDE PARK AT HIGHEST POINT OF HILL, SET IN ROCK OUTCROP,
 AE1334'122.0 METERS (400.0 FT) NORTHEAST OF CENTERLINE OF HIGHWAY,
 AE1334'32.0 METERS (105.0 FT) NORTHEAST OF A FENCE, AND 9.1 METERS (30.0 FT)
 AE1334'SOUTH SOUTHWEST OF TRIANGULATION STATION UREBENO.
 AE1334'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1333 ***********************************************************************
 AE1333  DESIGNATION -  UREBENO RM 4
 AE1333  PID         -  AE1333
 AE1333  STATE/COUNTY-  TX/ZAPATA
 AE1333  USGS QUAD   -  ZAPATA (1979)
 AE1333
 AE1333                         *CURRENT SURVEY CONTROL
 AE1333  ___________________________________________________________________
 AE1333* NAD 83(1986)-  26 56 56.     (N)    099 19 58.     (W)     SCALED    
 AE1333* NAVD 88     -       108.099  (meters)     354.65   (feet)  ADJUSTED  
 AE1333  ___________________________________________________________________
 AE1333  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AE1333  DYNAMIC HT  -         107.925 (meters)     354.08  (feet)  COMP
 AE1333  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 AE1333
 AE1333  VERT ORDER  -  FIRST     CLASS II
 AE1333
 AE1333.The horizontal coordinates were scaled from a topographic map and have
 AE1333.an estimated accuracy of +/- 6 seconds.
 AE1333
 AE1333.The orthometric height was determined by differential leveling
 AE1333.and adjusted by the National Geodetic Survey in June 1991..
 AE1333
 AE1333.The geoid height was determined by GEOID03.
 AE1333
 AE1333.The dynamic height is computed by dividing the NAVD 88
 AE1333.geopotential number by the normal gravity value computed on the
 AE1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1333.degrees latitude (g = 980.6199 gals.).
 AE1333
 AE1333.The modeled gravity was interpolated from observed gravity values.
 AE1333
 AE1333;                    North         East    Units  Estimated Accuracy
 AE1333;SPC TX S     - 5,142,330.      217,320.      MT  (+/- 180 meters Scaled)
 AE1333
 AE1333                          SUPERSEDED SURVEY CONTROL
 AE1333
 AE1333.No superseded survey control is available for this station.
 AE1333
 AE1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ669808(NAD 83)
 AE1333_MARKER: DR = REFERENCE MARK DISK
 AE1333_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1333_SP_SET: HEADWALL
 AE1333_STAMPING: UREBENO 1917 NO 4 1974
 AE1333_MARK LOGO: NGS   
 AE1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1333+STABILITY: SURFACE MOTION
 AE1333
 AE1333  HISTORY     - Date     Condition        Report By
 AE1333  HISTORY     - 1974     MONUMENTED       NGS
 AE1333  HISTORY     - 1981     GOOD             NGS
 AE1333
 AE1333                          STATION DESCRIPTION
 AE1333
 AE1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1333'7.9 KM (4.9 MI) NW FROM ZAPATA.
 AE1333'RECOVERED THIS DATE, 8.2 KM (5.1 MI) NORTHWEST ALONG U.S. HIGHWAY 83
 AE1333'FROM THE JUNCTION OF STATE ROUTE 16 IN ZAPATA, 0.65 KM (0.4 MI) SOUTH
 AE1333'OF A PICNIC AREA AND TRIANGULATION STATION UREBENO, SET IN TOP OF THE
 AE1333'SOUTH END OF THE SOUTH HEADWALL OF A 77 CM (30 INCH) CONCRETE CULVERT,
 AE1333'9.1 METERS (30.0 FT) SOUTH OF CENTERLINE OF HIGHWAY, AND 15.2 METERS
 AE1333'(50.0 FT) NORTH OF A FENCE LINE.
 AE1333'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0096 ***********************************************************************
 AP0096  DESIGNATION -  US 120
 AP0096  PID         -  AP0096
 AP0096  STATE/COUNTY-  TX/MAVERICK
 AP0096  USGS QUAD   -  DEADMANS HILL (1974)
 AP0096
 AP0096                         *CURRENT SURVEY CONTROL
 AP0096  ___________________________________________________________________
 AP0096* NAD 83(1986)-  28 47 51.     (N)    100 27 52.     (W)     SCALED    
 AP0096* NAVD 88     -       232.231  (meters)     761.91   (feet)  ADJUSTED  
 AP0096  ___________________________________________________________________
 AP0096  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AP0096  DYNAMIC HT  -         231.885 (meters)     760.78  (feet)  COMP
 AP0096  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 AP0096
 AP0096  VERT ORDER  -  FIRST     CLASS II
 AP0096
 AP0096.The horizontal coordinates were scaled from a topographic map and have
 AP0096.an estimated accuracy of +/- 6 seconds.
 AP0096
 AP0096.The orthometric height was determined by differential leveling
 AP0096.and adjusted by the National Geodetic Survey in June 1991..
 AP0096
 AP0096.The geoid height was determined by GEOID03.
 AP0096
 AP0096.The dynamic height is computed by dividing the NAVD 88
 AP0096.geopotential number by the normal gravity value computed on the
 AP0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0096.degrees latitude (g = 980.6199 gals.).
 AP0096
 AP0096.The modeled gravity was interpolated from observed gravity values.
 AP0096
 AP0096;                    North         East    Units  Estimated Accuracy
 AP0096;SPC TXSC     - 4,107,750.      457,050.      MT  (+/- 180 meters Scaled)
 AP0096
 AP0096                          SUPERSEDED SURVEY CONTROL
 AP0096
 AP0096  NGVD 29 (??/??/92)  232.10   (m)          761.5    (f) COMPUTED    1 2
 AP0096
 AP0096.Superseded values are not recommended for survey control.
 AP0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0096.See file dsdata.txt to determine how the superseded data were derived.
 AP0096
 AP0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS570864(NAD 83)
 AP0096_MARKER: Z = SEE DESCRIPTION
 AP0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0096_SP_SET: STEEL RIVET
 AP0096_STAMPING: U S B M 120
 AP0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0096
 AP0096  HISTORY     - Date     Condition        Report By
 AP0096  HISTORY     - UNK      MONUMENTED       CGS
 AP0096  HISTORY     - 1957     GOOD             NGS
 AP0096  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0096
 AP0096                          STATION DESCRIPTION
 AP0096
 AP0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0096'6.5 MI N FROM EAGLE PASS.
 AP0096'6.5 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0096'STATION AT EAGLE PASS, AT THE NORTHEAST END OF A STEEL BRIDGE OVER ELM
 AP0096'CREEK, 6.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 0.8 FOOT BELOW THE
 AP0096'TOP OF THE RAILS, THE MOST SOUTHEASTERLY ONE OF 3 RIVETS.
 AP0096
 AP0096                          STATION RECOVERY (1982)
 AP0096
 AP0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0096'NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0254 ***********************************************************************
 AH0254  DESIGNATION -  US COAST GUARD
 AH0254  PID         -  AH0254
 AH0254  STATE/COUNTY-  TX/ARANSAS
 AH0254  USGS QUAD   -  PORT ARANSAS (1975)
 AH0254
 AH0254                         *CURRENT SURVEY CONTROL
 AH0254  ___________________________________________________________________
 AH0254* NAD 83(1986)-  27 50 19.     (N)    097 03 33.     (W)     SCALED    
 AH0254* NAVD 88     -         2.54   (+/-2cm)       8.3    (feet)  VERTCON   
 AH0254  ___________________________________________________________________
 AH0254  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH0254
 AH0254  VERT ORDER  -  THIRD (See Below)
 AH0254
 AH0254.The horizontal coordinates were scaled from a topographic map and have
 AH0254.an estimated accuracy of +/- 6 seconds.
 AH0254
 AH0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0254.The vertical order pertains to the NGVD 29 superseded value.
 AH0254
 AH0254.The geoid height was determined by GEOID03.
 AH0254
 AH0254;                    North         East    Units  Estimated Accuracy
 AH0254;SPC TXSC     - 4,002,170.      791,220.      MT  (+/- 180 meters Scaled)
 AH0254
 AH0254                          SUPERSEDED SURVEY CONTROL
 AH0254
 AH0254  NGVD 29 (01/29/03)    2.65   (m)            8.7    (f) RESET       3  
 AH0254
 AH0254.Superseded values are not recommended for survey control.
 AH0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0254.See file dsdata.txt to determine how the superseded data were derived.
 AH0254
 AH0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR911808(NAD 83)
 AH0254_MARKER: DB = BENCH MARK DISK
 AH0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0254_SP_SET: BLOCK
 AH0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0254
 AH0254  HISTORY     - Date     Condition        Report By
 AH0254  HISTORY     - UNK      MONUMENTED       CGS
 AH0254  HISTORY     - 1976     GOOD             NGS
 AH0254  HISTORY     - 1989     GOOD             USPSQD
 AH0254  HISTORY     - 1990     GOOD             USPSQD
 AH0254
 AH0254                          STATION DESCRIPTION
 AH0254
 AH0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AH0254'IN PORT ARANSAS.
 AH0254'THE MARK IS LOCATED AT THE NEW U. S. COAST GUARD STATION IN PORT
 AH0254'ARANSAS.  IT IS A UNSTAMPED U.S. COAST GUARD BENCH MARK DISK, SET IN
 AH0254'THE TOP OF A SQUARE CONCRETE BLOCK, THAT PROJECTS ABOUT 12-INCHES
 AH0254'ABOVE THE CONCRETE FOUNDATION OF COMPLEX.  IT IS LOCATED AT THE WEST
 AH0254'SIDE OF THE ADMINISTRATION SECTION OF COMPLEX.
 AH0254
 AH0254                          STATION RECOVERY (1989)
 AH0254
 AH0254'RECOVERY NOTE BY US POWER SQUADRON 1989 (CA)
 AH0254'RECOVERED IN GOOD CONDITION.
 AH0254
 AH0254                          STATION RECOVERY (1990)
 AH0254
 AH0254'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0653 ***********************************************************************
 CE0653  DESIGNATION -  US DETENTION FARM DOME
 CE0653  PID         -  CE0653
 CE0653  STATE/COUNTY-  TX/EL PASO
 CE0653  USGS QUAD   -  CANUTILLO (1995)
 CE0653
 CE0653                         *CURRENT SURVEY CONTROL
 CE0653  ___________________________________________________________________
 CE0653* NAD 83(1993)-  31 58 55.24366(N)    106 35 29.13945(W)     ADJUSTED  
 CE0653* NAVD 88     -                                                        
 CE0653  ___________________________________________________________________
 CE0653  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 CE0653  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CE0653
 CE0653  HORZ ORDER  -  THIRD
 CE0653
 CE0653.The horizontal coordinates were established by classical geodetic methods
 CE0653.and adjusted by the National Geodetic Survey in February 1996..
 CE0653
 CE0653
 CE0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0653
 CE0653.The geoid height was determined by GEOID03.
 CE0653
 CE0653;                    North         East     Units Scale Factor Converg.
 CE0653;SPC TX C     - 3,273,315.531   108,832.969   MT  1.00002800   -3 13 23.8
 CE0653;SPC TX C     -10,739,202.70    357,062.83   sFT  1.00002800   -3 13 23.8
 CE0653;SPC NM C     -   108,923.527   467,734.276   MT  0.99991283   -0 10 51.0
 CE0653;SPC NM C     -   357,359.94  1,534,558.20   sFT  0.99991283   -0 10 51.0
 CE0653;UTM  13      - 3,539,548.035   349,643.264   MT  0.99987881   -0 50 35.0
 CE0653
 CE0653                          SUPERSEDED SURVEY CONTROL
 CE0653
 CE0653  NAD 83(1993)-  31 58 55.24437(N)    106 35 29.13876(W) AD(       ) 4
 CE0653  NAD 83(1986)-  31 58 55.24823(N)    106 35 29.13829(W) AD(       ) 4
 CE0653  NAD 27      -  31 58 54.88740(N)    106 35 27.16534(W) AD(       ) 3
 CE0653
 CE0653.Superseded values are not recommended for survey control.
 CE0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0653.See file dsdata.txt to determine how the superseded data were derived.
 CE0653
 CE0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR4964339548(NAD 83)
 CE0653_MARKER: 87 = DOME
 CE0653
 CE0653  HISTORY     - Date     Condition        Report By
 CE0653  HISTORY     - 1936     FIRST OBSERVED   CGS
 CE0653  HISTORY     - 1955     GOOD             AMS
 CE0653  HISTORY     - 1967     GOOD             USAF
 CE0653  HISTORY     - 20050402 GOOD             GEOCAC
 CE0653
 CE0653                          STATION DESCRIPTION
 CE0653
 CE0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0653'ABOUT 16 MILES AIR LINE NORTH-NORTHWEST OF EL PASO.
 CE0653
 CE0653                          STATION RECOVERY (1955)
 CE0653
 CE0653'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0653'RECOVERED IN GOOD CONDITION.  THIS DOME IS ABOVE THE WARDENS
 CE0653'OFFICE, AT THE E END OF THE PRISON, AND AT THE SE END OF THE
 CE0653'BUILDING.
 CE0653
 CE0653                          STATION RECOVERY (1967)
 CE0653
 CE0653'RECOVERY NOTE BY US AIR FORCE 1967 (PED)
 CE0653'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CE0653
 CE0653                          STATION RECOVERY (2005)
 CE0653
 CE0653'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 CE0653'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0652 ***********************************************************************
 CE0652  DESIGNATION -  US DETENTION FARM NW WATER TK
 CE0652  PID         -  CE0652
 CE0652  STATE/COUNTY-  TX/EL PASO
 CE0652  USGS QUAD   -  CANUTILLO (1995)
 CE0652
 CE0652                         *CURRENT SURVEY CONTROL
 CE0652  ___________________________________________________________________
 CE0652* NAD 83(1993)-  31 58 56.15109(N)    106 35 23.51703(W)     ADJUSTED  
 CE0652* NAVD 88     -                                                        
 CE0652  ___________________________________________________________________
 CE0652  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 CE0652  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CE0652
 CE0652  HORZ ORDER  -  THIRD
 CE0652
 CE0652.The horizontal coordinates were established by classical geodetic methods
 CE0652.and adjusted by the National Geodetic Survey in February 1996..
 CE0652
 CE0652
 CE0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0652
 CE0652.The geoid height was determined by GEOID03.
 CE0652
 CE0652;                    North         East     Units Scale Factor Converg.
 CE0652;SPC TX C     - 3,273,335.140   108,981.918   MT  1.00002807   -3 13 20.9
 CE0652;SPC TX C     -10,739,267.04    357,551.51   sFT  1.00002807   -3 13 20.9
 CE0652;SPC NM C     -   108,951.010   467,881.957   MT  0.99991272   -0 10 48.0
 CE0652;SPC NM C     -   357,450.11  1,535,042.72   sFT  0.99991272   -0 10 48.0
 CE0652;UTM  13      - 3,539,573.808   349,791.247   MT  0.99987826   -0 50 32.1
 CE0652
 CE0652                          SUPERSEDED SURVEY CONTROL
 CE0652
 CE0652  NAD 83(1993)-  31 58 56.15189(N)    106 35 23.51631(W) AD(       ) 4
 CE0652  NAD 83(1986)-  31 58 56.15534(N)    106 35 23.51628(W) AD(       ) 4
 CE0652  NAD 27      -  31 58 55.79089(N)    106 35 21.54879(W) AD(       ) 3
 CE0652
 CE0652.Superseded values are not recommended for survey control.
 CE0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0652.See file dsdata.txt to determine how the superseded data were derived.
 CE0652
 CE0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR4979139574(NAD 83)
 CE0652_MARKER: 51 = TANK
 CE0652
 CE0652  HISTORY     - Date     Condition        Report By
 CE0652  HISTORY     - 1936     FIRST OBSERVED   CGS
 CE0652  HISTORY     - 1955     GOOD             AMS
 CE0652  HISTORY     - 1967     GOOD             USAF
 CE0652
 CE0652                          STATION DESCRIPTION
 CE0652
 CE0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0652'ABOUT 16 MILES AIR LINE NORTH-NORTHWEST OF EL PASO.
 CE0652
 CE0652                          STATION RECOVERY (1955)
 CE0652
 CE0652'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0652'RECOVERED AS DESCRIBED IN GOOD CONDITION.  TANK IS 120 FT.
 CE0652'HIGH AND IS KNOWN AS THE BOILERROOM ELEVATED TANK.
 CE0652
 CE0652                          STATION RECOVERY (1967)
 CE0652
 CE0652'RECOVERY NOTE BY US AIR FORCE 1967 (PED)
 CE0652'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0654 ***********************************************************************
 CE0654  DESIGNATION -  US DETENTION FARM SW WATER TK
 CE0654  PID         -  CE0654
 CE0654  STATE/COUNTY-  TX/EL PASO
 CE0654  USGS QUAD   -  CANUTILLO (1995)
 CE0654
 CE0654                         *CURRENT SURVEY CONTROL
 CE0654  ___________________________________________________________________
 CE0654* NAD 83(1993)-  31 58 46.28758(N)    106 35 22.81935(W)     ADJUSTED  
 CE0654* NAVD 88     -                                                        
 CE0654  ___________________________________________________________________
 CE0654  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 CE0654  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CE0654
 CE0654  HORZ ORDER  -  THIRD
 CE0654
 CE0654.The horizontal coordinates were established by classical geodetic methods
 CE0654.and adjusted by the National Geodetic Survey in February 1996..
 CE0654
 CE0654
 CE0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0654
 CE0654.The geoid height was determined by GEOID03.
 CE0654
 CE0654;                    North         East     Units Scale Factor Converg.
 CE0654;SPC TX C     - 3,273,030.768   108,983.128   MT  1.00002726   -3 13 20.6
 CE0654;SPC TX C     -10,738,268.44    357,555.48   sFT  1.00002726   -3 13 20.6
 CE0654;SPC NM C     -   108,647.166   467,899.318   MT  0.99991270   -0 10 47.6
 CE0654;SPC NM C     -   356,453.24  1,535,099.68   sFT  0.99991270   -0 10 47.6
 CE0654;UTM  13      - 3,539,269.795   349,805.095   MT  0.99987821   -0 50 31.5
 CE0654
 CE0654                          SUPERSEDED SURVEY CONTROL
 CE0654
 CE0654  NAD 83(1993)-  31 58 46.28847(N)    106 35 22.81852(W) AD(       ) 4
 CE0654  NAD 83(1986)-  31 58 46.29200(N)    106 35 22.81836(W) AD(       ) 4
 CE0654  NAD 27      -  31 58 45.92952(N)    106 35 20.84739(W) AD(       ) 3
 CE0654
 CE0654.Superseded values are not recommended for survey control.
 CE0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0654.See file dsdata.txt to determine how the superseded data were derived.
 CE0654
 CE0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR4980539270(NAD 83)
 CE0654_MARKER: 51 = TANK
 CE0654
 CE0654  HISTORY     - Date     Condition        Report By
 CE0654  HISTORY     - 1936     FIRST OBSERVED   CGS
 CE0654  HISTORY     - 1955     GOOD             AMS
 CE0654  HISTORY     - 1967     GOOD             USAF
 CE0654
 CE0654                          STATION DESCRIPTION
 CE0654
 CE0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0654'ABOUT 16 MILES AIR LINE NORTH-NORTHWEST OF EL PASO.
 CE0654
 CE0654                          STATION RECOVERY (1955)
 CE0654
 CE0654'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0654'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THIS TANK IS
 CE0654'120 FT. HIGH AND IS KNOWN AS THE RESIDENTIAL TANK, 70 FT.
 CE0654'E-NE OF THE CENTERLINE OF A ROAD, 15.5 FT. S OF THE PUMPHOUSE,
 CE0654'AND 15.5 FT. N OF A TRANSFORMER HOUSE.
 CE0654
 CE0654                          STATION RECOVERY (1967)
 CE0654
 CE0654'RECOVERY NOTE BY US AIR FORCE 1967 (PED)
 CE0654'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1161 ***********************************************************************
 CA1161  DESIGNATION -  US ENGINEERS MONUMENT 1943
 CA1161  PID         -  CA1161
 CA1161  STATE/COUNTY-  TX/COLEMAN
 CA1161  USGS QUAD   -  VALERA (1967)
 CA1161
 CA1161                         *CURRENT SURVEY CONTROL
 CA1161  ___________________________________________________________________
 CA1161* NAD 83(1993)-  31 49 57.60649(N)    099 33 36.53615(W)     ADJUSTED  
 CA1161* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 CA1161  ___________________________________________________________________
 CA1161  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CA1161  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CA1161
 CA1161  HORZ ORDER  -  THIRD
 CA1161
 CA1161.The horizontal coordinates were established by classical geodetic methods
 CA1161.and adjusted by the National Geodetic Survey in February 1996..
 CA1161
 CA1161.The orthometric height was scaled from a topographic map.
 CA1161
 CA1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1161
 CA1161.The geoid height was determined by GEOID03.
 CA1161
 CA1161;                    North         East     Units Scale Factor Converg.
 CA1161;SPC TX C     - 3,240,376.758   773,191.442   MT  0.99998678   +0 23 53.6
 CA1161;SPC TX C     -10,631,136.08  2,536,712.26   sFT  0.99998678   +0 23 53.6
 CA1161;UTM  14      - 3,522,025.164   446,994.699   MT  0.99963465   -0 17 43.6
 CA1161
 CA1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1161!SPC TX C     -   0.99991169  x   0.99998678  =   0.99989847
 CA1161!UTM  14      -   0.99991169  x   0.99963465  =   0.99954637
 CA1161
 CA1161                          SUPERSEDED SURVEY CONTROL
 CA1161
 CA1161  NAD 83(1986)-  31 49 57.61416(N)    099 33 36.52231(W) AD(       ) 3
 CA1161  NAD 27      -  31 49 57.09600(N)    099 33 35.27100(W) AD(       ) 3
 CA1161
 CA1161.Superseded values are not recommended for survey control.
 CA1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1161.See file dsdata.txt to determine how the superseded data were derived.
 CA1161
 CA1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA4699522025(NAD 83)
 CA1161_MARKER: DD = SURVEY DISK
 CA1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1161+STABILITY: SURFACE MOTION
 CA1161
 CA1161  HISTORY     - Date     Condition        Report By
 CA1161  HISTORY     - 1943     MONUMENTED       USE
 CA1161
 CA1161                          STATION DESCRIPTION
 CA1161
 CA1161'DESCRIBED BY US ENGINEERS 1943 (PLB)
 CA1161'STATION IS LOCATED ABOUT 7.5 MILES SW OF COLEMAN, 0.2 MILE
 CA1161'NNW OF THE WEST NO 1 OIL DERRICK ON THE N END OF A LOW RIDGE,
 CA1161'AND ON LAND OWNED BY LESTER WEST.
 CA1161'
 CA1161'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK,
 CA1161'SET IN A PRECAST CONCRETE POST ABOUT 8 INCHES SQUARE AT
 CA1161'THE BOTTOM AND TAPERED TO 5 INCHES AT THE TOP.  THE DISK IS
 CA1161'A COMBINATION TRAVERSE AND BENCH-MARK DISK OF THE U.S. ENGINEERS
 CA1161'DEPARTMENT OF GALVESTON, TEXAS.  THERE ARE NO STAMPINGS ON
 CA1161'THE DISK.  THE CONCRETE POST PROJECTS ABOUT 14 INCHES.
 CA1161'
 CA1161'TO REACH STATION FROM TRIANGULATION STATION CREEK, DRIVE IN
 CA1161'A W DIRECTION ACROSS OPEN PASTURE TO THE OIL DERRICK, THENCE
 CA1161'RIGHT IN A N DIRECTION TO THE END OF THE RIDGE ABOUT 0.2 MILE
 CA1161'TO STATION.  ROUGH TERRAIN AND WIRE FENCES IMPEDE APPROACH
 CA1161'FROM HORDS.
 CA1161'
 CA1161'THIS MARK WAS USED AS AN AZIMUTH MARK FOR TRIANGULATION
 CA1161'STATIONS CREEK AND HORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1622 ***********************************************************************
 AB1622  DESIGNATION -  US MEX BDRY MON 28 1913
 AB1622  PID         -  AB1622
 AB1622  STATE/COUNTY-  TX/HIDALGO
 AB1622  USGS QUAD   -  PROGRESO (1970)
 AB1622
 AB1622                         *CURRENT SURVEY CONTROL
 AB1622  ___________________________________________________________________
 AB1622* NAD 83(1993)-  26 04 14.63729(N)    097 56 43.26650(W)     ADJUSTED  
 AB1622* NAVD 88     -        23.2    (meters)      76.     (feet)  VERTCON   
 AB1622  ___________________________________________________________________
 AB1622  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AB1622  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AB1622
 AB1622  HORZ ORDER  -  SECOND
 AB1622
 AB1622.The horizontal coordinates were established by classical geodetic methods
 AB1622.and adjusted by the National Geodetic Survey in February 1996..
 AB1622
 AB1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1622
 AB1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1622
 AB1622.The geoid height was determined by GEOID03.
 AB1622
 AB1622;                    North         East     Units Scale Factor Converg.
 AB1622;SPC TX S     - 5,044,890.847   355,498.052   MT  1.00002555   +0 15 06.5
 AB1622;SPC TX S     -16,551,446.05  1,166,329.86   sFT  1.00002555   +0 15 06.5
 AB1622;UTM  14      - 2,883,943.767   605,487.126   MT  0.99973739   +0 27 48.7
 AB1622
 AB1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1622!SPC TX S     -   1.00000000  x   1.00002555  =   1.00002555
 AB1622!UTM  14      -   1.00000000  x   0.99973739  =   0.99973739
 AB1622
 AB1622|---------------------------------------------------------------------|
 AB1622| PID    Reference Object                     Distance      Geod. Az  |
 AB1622|                                                           dddmmss.s |
 AB1622| AB1631 TOM                                   8.778 METERS 00013     |
 AB1622| AB1630 RIO RM 4                            395.799 METERS 34509     |
 AB1622|---------------------------------------------------------------------|
 AB1622
 AB1622                          SUPERSEDED SURVEY CONTROL
 AB1622
 AB1622  NAD 83(1986)-  26 04 14.64435(N)    097 56 43.22886(W) AD(       ) 2
 AB1622  NAD 27      -  26 04 13.36445(N)    097 56 42.21701(W) AD(       ) 2
 AB1622  NGVD 29 (07/19/86)   23.3    (m)           76.     (f) VERT ANG       
 AB1622
 AB1622.Superseded values are not recommended for survey control.
 AB1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1622.See file dsdata.txt to determine how the superseded data were derived.
 AB1622
 AB1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP0548783944(NAD 83)
 AB1622_MARKER: 71 = BOUNDARY MONUMENT
 AB1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1622
 AB1622  HISTORY     - Date     Condition        Report By
 AB1622  HISTORY     - 1913     FIRST OBSERVED   IBC
 AB1622  HISTORY     - 1974     GOOD             NGS
 AB1622
 AB1622                          STATION DESCRIPTION
 AB1622
 AB1622'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (CVH)
 AB1622'A REFERENCE MONUMENT OF THE INTERNATIONAL BOUNDARY COMMISSION,
 AB1622'CONSISTING OF CONCRETE TRUNCATED PYRAMID 2-1/2 FEET HIGH WITH
 AB1622'BASES OF 12 AND 18 INCHES, ON CONCRETE BASE 2 FEET SQUARE
 AB1622'AND 2 FEET DEEP.  WORD BANCO AND NUMBER THEREOF STAMPED IN
 AB1622'CONCRETE.  IRON PLATE ON TOP OF MONUMENT MARKED WITH CROSS
 AB1622'AND LETTERS I B C AND C DE L.  STATION IS 358.920 METERS
 AB1622'(1,77.56 FEET) S 07 DEG 04 MIN E FROM STATION RIO.
 AB1622
 AB1622                          STATION RECOVERY (1974)
 AB1622
 AB1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AB1622'TO REACH THE STATION FROM THE POST OFFICE IN PROGRESO GO SOUTH ON
 AB1622'FARM ROAD 1015 FOR 0.25 MILE TO THE JUNCTION OF U. S. HIGHWAY 281.
 AB1622'TURN LEFT AND GO EAST ON U. S. HIGHWAY 281 AND FARM ROAD 1015 FOR
 AB1622'0.5 MILE TO WHERE FARM ROAD 1015 TURNS RIGHT AND A SIGN
 AB1622'INTERNATIONAL BRIDGE 2.  TURN RIGHT AND GO SOUTH ON FARM ROAD 1015
 AB1622'FOR 0.85 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 AB1622'PAVED ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 AB1622'AND GO SOUTH ON GRAVELED ROAD FOR 0.2 MILE TO THE STATION AT A T
 AB1622'ROAD INTERSECTION.
 AB1622'
 AB1622'RP 28 (IBWC) IS A INTERNATIONAL BOUNDARY AND WATER COMMISSION MARK.
 AB1622'IT IS A 4-INCH SQUARE STEEL PLATE SET IN THE TOP OF A 12-INCH
 AB1622'SQUARE CONCRETE MONUMENT WITH THE LETTERS IBC CDEL AND A CROSS
 AB1622'MOLDED ON THE STEEL PLATE AND THE LETTERS RP 28 ENGRAVED IN THE
 AB1622'CONCRETE MONUMENT.  IT IS 60 FEET SOUTHEAST OF THE T ROAD
 AB1622'JUNCTION, 26 FEET SOUTH OF THE NORTHEAST CORNER OF THE YARD FENCE
 AB1622'AND 21 FEET SOUTHWEST OF A TELEPHONE LINE POLE.  THE MARK PROJECTS
 AB1622'3 INCHES ABOVE THE GROUND.
 AB1622'
 AB1622'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TOM, DISTANCE
 AB1622'BEING 8.778 METERS 28.80 FEET SOUTH OF STATION TOM.  A CONNECTION
 AB1622'WAS ALSO MADE TO STATION RIO 1913 RM 4 EDM DISTANCE BEING 395.804
 AB1622'METERS SOUTH-SOUTHEAST OF STATION RIO 1913 RM 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1618 ***********************************************************************
 AB1618  DESIGNATION -  US MEXICAN BDRY MON 31 1913
 AB1618  PID         -  AB1618
 AB1618  STATE/COUNTY-  TX/HIDALGO
 AB1618  USGS QUAD   -  SANTA MARIA (1970)
 AB1618
 AB1618                         *CURRENT SURVEY CONTROL
 AB1618  ___________________________________________________________________
 AB1618* NAD 83(1993)-  26 05 10.22844(N)    097 51 56.99256(W)     ADJUSTED  
 AB1618* NAVD 88     -        23.7    (meters)      78.     (feet)  VERTCON   
 AB1618  ___________________________________________________________________
 AB1618  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 AB1618  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AB1618
 AB1618  HORZ ORDER  -  SECOND
 AB1618
 AB1618.The horizontal coordinates were established by classical geodetic methods
 AB1618.and adjusted by the National Geodetic Survey in February 1996..
 AB1618
 AB1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1618
 AB1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1618
 AB1618.The geoid height was determined by GEOID03.
 AB1618
 AB1618;                    North         East     Units Scale Factor Converg.
 AB1618;SPC TX S     - 5,046,639.147   363,446.211   MT  1.00002125   +0 17 16.5
 AB1618;SPC TX S     -16,557,181.93  1,192,406.44   sFT  1.00002125   +0 17 16.5
 AB1618;UTM  14      - 2,885,720.876   613,426.596   MT  0.99975885   +0 29 55.6
 AB1618
 AB1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1618!SPC TX S     -   0.99999990  x   1.00002125  =   1.00002115
 AB1618!UTM  14      -   0.99999990  x   0.99975885  =   0.99975875
 AB1618
 AB1618                          SUPERSEDED SURVEY CONTROL
 AB1618
 AB1618  NAD 83(1986)-  26 05 10.23583(N)    097 51 56.95403(W) AD(       ) 2
 AB1618  NAD 27      -  26 05 08.96082(N)    097 51 55.95616(W) AD(       ) 2
 AB1618  NGVD 29 (07/19/86)   23.8    (m)           78.     (f) VERT ANG       
 AB1618
 AB1618.Superseded values are not recommended for survey control.
 AB1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1618.See file dsdata.txt to determine how the superseded data were derived.
 AB1618
 AB1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP1342785721(NAD 83)
 AB1618_MARKER: 71 = BOUNDARY MONUMENT
 AB1618
 AB1618  HISTORY     - Date     Condition        Report By
 AB1618  HISTORY     - 1913     FIRST OBSERVED   IBC
 AB1618
 AB1618                          STATION DESCRIPTION
 AB1618
 AB1618'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (CVH)
 AB1618'A REFERENCE MONUMENT OF THE INTERNATIONAL BOUNDARY COMMISSION,
 AB1618'CONSISTING OF CONCRETE TRUNCATED PYRAMID 2-1/2 FEET HIGH
 AB1618'WITH BASES OF 12 AND 18 INCHES, ON CONCRETE BASE 2 FEET SQUARE
 AB1618'AND 2 FEET DEEP.  WORD BANCO AND NUMBER THEREOF STAMPED IN
 AB1618'CONCRETE.  IRON PLATE ON TOP OF MONUMENT IS MARKED WITH
 AB1618'CROSS AND LETTERS I B C AND C DE L.  STATION IS 41.120 METERS
 AB1618'(134.91 FEET) N 32 DEG 54 MIN E FROM STATION MARIA.
 AB1618'
 AB1618'ELEVATION OF STATION 24 METERS (79 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1260 ***********************************************************************
 AH1260  DESIGNATION -  US NAVAL AIR STA BOQ PWR STK
 AH1260  PID         -  AH1260
 AH1260  STATE/COUNTY-  TX/NUECES
 AH1260  USGS QUAD   -  OSO CREEK NE (1975)
 AH1260
 AH1260                         *CURRENT SURVEY CONTROL
 AH1260  ___________________________________________________________________
 AH1260* NAD 83(1993)-  27 41 28.94524(N)    097 15 31.75392(W)     ADJUSTED  
 AH1260* NAVD 88     -                                                        
 AH1260  ___________________________________________________________________
 AH1260  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1260  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AH1260
 AH1260  HORZ ORDER  -  THIRD
 AH1260
 AH1260.The horizontal coordinates were established by classical geodetic methods
 AH1260.and adjusted by the National Geodetic Survey in February 1996..
 AH1260
 AH1260
 AH1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1260
 AH1260.The geoid height was determined by GEOID03.
 AH1260
 AH1260;                    North         East     Units Scale Factor Converg.
 AH1260;SPC TX S     - 5,224,928.148   422,424.795   MT  0.99996714   +0 33 48.6
 AH1260;SPC TX S     -17,142,118.43  1,385,905.35   sFT  0.99996714   +0 33 48.6
 AH1260;UTM  14      - 3,064,227.632   671,697.555   MT  0.99996389   +0 48 33.6
 AH1260
 AH1260                          SUPERSEDED SURVEY CONTROL
 AH1260
 AH1260  NAD 83(1986)-  27 41 28.95544(N)    097 15 31.72839(W) AD(       ) 4
 AH1260  NAD 27      -  27 41 27.81600(N)    097 15 30.76500(W) AD(       ) 3
 AH1260
 AH1260.Superseded values are not recommended for survey control.
 AH1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1260.See file dsdata.txt to determine how the superseded data were derived.
 AH1260
 AH1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7169864228(NAD 83)
 AH1260_MARKER: 63 = STACK
 AH1260
 AH1260  HISTORY     - Date     Condition        Report By
 AH1260  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1260  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1260  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1260
 AH1260                          STATION DESCRIPTION
 AH1260
 AH1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1260'STATION IS LOCATED ABOUT 12 MILES SE OF CORPUS CHRISTI,
 AH1260'AT THE U.S. NAVAL AIR STATION ON TENTH STREET, 0.25 MILE
 AH1260'S ALONG TENTH STREET FROM ITS INTERSECTION WITH OCEAN DRIVE.
 AH1260'STATION IS THE STACK OF THE BOQ HEATING PLANT.  THE HEATING
 AH1260'PLANT IS LOCATED BETWEEN THE BOQ MESS HALL AND THE LAUNDRY.
 AH1260'STACK IS AT THE CENTER OF THE E END OF THE HEATING PLANT,
 AH1260'110 FEET W OF TENTH STREET, IS MADE OF YELLOW BRICK, ABOUT
 AH1260'90 FEET HIGH, WITH A RING OF RED OBSTRUCTION LIGHTS AROUND
 AH1260'THE TOP.
 AH1260
 AH1260                          STATION RECOVERY (1997)
 AH1260
 AH1260'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1260'MARK NOT FOUND.
 AH1260
 AH1260                          STATION RECOVERY (2001)
 AH1260
 AH1260'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0059 ***********************************************************************
 EN0059  DESIGNATION -  US SUPREME COURT
 EN0059  PID         -  EN0059
 EN0059  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0059  USGS QUAD   -  SHINNERY CREEK (1959)
 EN0059
 EN0059                         *CURRENT SURVEY CONTROL
 EN0059  ___________________________________________________________________
 EN0059* NAD 83(1986)-  34 54 01.     (N)    100 00 01.     (W)     SCALED    
 EN0059* NAVD 88     -       588.225  (meters)    1929.87   (feet)  POSTED    
 EN0059  ___________________________________________________________________
 EN0059  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EN0059  DYNAMIC HT  -         587.580 (meters)    1927.75  (feet)  COMP
 EN0059  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 EN0059
 EN0059  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0059
 EN0059.The horizontal coordinates were scaled from a topographic map and have
 EN0059.an estimated accuracy of +/- 6 seconds.
 EN0059
 EN0059.The orthometric height was determined by differential leveling
 EN0059.and adjusted by the National Geodetic Survey in 1992..
 EN0059.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0059.rate of 1.1 thru 2.0 mm/km.
 EN0059
 EN0059.The geoid height was determined by GEOID03.
 EN0059
 EN0059.The dynamic height is computed by dividing the NAVD 88
 EN0059.geopotential number by the normal gravity value computed on the
 EN0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0059.degrees latitude (g = 980.6199 gals.).
 EN0059
 EN0059.The modeled gravity was interpolated from observed gravity values.
 EN0059
 EN0059;                    North         East    Units  Estimated Accuracy
 EN0059;SPC TX N     - 1,100,910.      337,060.      MT  (+/- 180 meters Scaled)
 EN0059
 EN0059                          SUPERSEDED SURVEY CONTROL
 EN0059
 EN0059  NGVD 29 (??/??/92)  587.94   (m)         1928.9    (f) COMPUTED    2 0
 EN0059
 EN0059.Superseded values are not recommended for survey control.
 EN0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0059.See file dsdata.txt to determine how the superseded data were derived.
 EN0059
 EN0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD086624(NAD 83)
 EN0059_MARKER: DB = BENCH MARK DISK
 EN0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0059_STAMPING: US SUPREME COURT 1927 E1 1697
 EN0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0059+STABILITY: SURFACE MOTION
 EN0059
 EN0059  HISTORY     - Date     Condition        Report By
 EN0059  HISTORY     - 1927     MONUMENTED       USSC
 EN0059  HISTORY     - 1934     GOOD             NGS
 EN0059
 EN0059                          STATION DESCRIPTION
 EN0059
 EN0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EN0059'7.9 MI W FROM VINSON.
 EN0059'7.9 MI W ON STATE HWY NO. 9 ON THE TEXAS-OKLAHOMA STATE LINE, 26 FEET
 EN0059'S OF THE CENTERLINE OF THE HIGHWAY, 2 FEET N OF A FENCE CORNER, AND IN
 EN0059'A CONC. POST 12 INCHES IN DIAMETER AND 2 FEET ABOVE THE GROUND
 EN0059'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0388 ***********************************************************************
 DO0388  DESIGNATION -  US TP 1167.5
 DO0388  PID         -  DO0388
 DO0388  STATE/COUNTY-  TX/BAYLOR
 DO0388  USGS QUAD   -  NORTHEAST LAKE KEMP (1966)
 DO0388
 DO0388                         *CURRENT SURVEY CONTROL
 DO0388  ___________________________________________________________________
 DO0388* NAD 83(1986)-  33 45 54.     (N)    099 08 58.     (W)     SCALED    
 DO0388* NAVD 88     -       356.034  (meters)    1168.09   (feet)  ADJUSTED  
 DO0388  ___________________________________________________________________
 DO0388  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0388  DYNAMIC HT  -         355.631 (meters)    1166.77  (feet)  COMP
 DO0388  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 DO0388
 DO0388  VERT ORDER  -  SECOND    CLASS 0
 DO0388
 DO0388.The horizontal coordinates were scaled from a topographic map and have
 DO0388.an estimated accuracy of +/- 6 seconds.
 DO0388
 DO0388.The orthometric height was determined by differential leveling
 DO0388.and adjusted by the National Geodetic Survey in June 1991..
 DO0388
 DO0388.The geoid height was determined by GEOID03.
 DO0388
 DO0388.The dynamic height is computed by dividing the NAVD 88
 DO0388.geopotential number by the normal gravity value computed on the
 DO0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0388.degrees latitude (g = 980.6199 gals.).
 DO0388
 DO0388.The modeled gravity was interpolated from observed gravity values.
 DO0388
 DO0388;                    North         East    Units  Estimated Accuracy
 DO0388;SPC TXNC     - 2,232,880.      539,840.      MT  (+/- 180 meters Scaled)
 DO0388
 DO0388                          SUPERSEDED SURVEY CONTROL
 DO0388
 DO0388  NGVD 29 (??/??/92)  355.91   (m)         1167.7    (f) COMPUTED    2 0
 DO0388
 DO0388.Superseded values are not recommended for survey control.
 DO0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0388.See file dsdata.txt to determine how the superseded data were derived.
 DO0388
 DO0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC861361(NAD 83)
 DO0388_MARKER: Q = CHISELED SQUARE
 DO0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0388_SP_SET: RETAINING WALL
 DO0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0388
 DO0388  HISTORY     - Date     Condition        Report By
 DO0388  HISTORY     - UNK      MONUMENTED       USGS
 DO0388  HISTORY     - 1957     GOOD             NGS
 DO0388
 DO0388                          STATION DESCRIPTION
 DO0388
 DO0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0388'7.3 MI N FROM MABELLE.
 DO0388'7.3 MILES NORTH ALONG U. S. HIGHWAY 283 FROM MABELLE, BAYLOR COUNTY,
 DO0388'AT THE SPILLWAY OF THE LAKE KEMP DAM, AND ON THE TOP OF THE SOUTH END
 DO0388'OF THE NORTH RETAINING WALL.  AN OUTLINED SQUARE, PAINTED US TP
 DO0388'1167.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0245 ***********************************************************************
 AY0245  DESIGNATION -  USBM
 AY0245  PID         -  AY0245
 AY0245  STATE/COUNTY-  TX/WILSON
 AY0245  USGS QUAD   -  POTH (1961)
 AY0245
 AY0245                         *CURRENT SURVEY CONTROL
 AY0245  ___________________________________________________________________
 AY0245* NAD 83(1986)-  29 03 32.     (N)    098 04 24.     (W)     SCALED    
 AY0245* NAVD 88     -       124.294  (meters)     407.79   (feet)  ADJUSTED  
 AY0245  ___________________________________________________________________
 AY0245  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AY0245  DYNAMIC HT  -         124.117 (meters)     407.21  (feet)  COMP
 AY0245  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 AY0245
 AY0245  VERT ORDER  -  FIRST     CLASS II
 AY0245
 AY0245.The horizontal coordinates were scaled from a topographic map and have
 AY0245.an estimated accuracy of +/- 6 seconds.
 AY0245
 AY0245.The orthometric height was determined by differential leveling
 AY0245.and adjusted by the National Geodetic Survey in June 1991..
 AY0245
 AY0245.The geoid height was determined by GEOID03.
 AY0245
 AY0245.The dynamic height is computed by dividing the NAVD 88
 AY0245.geopotential number by the normal gravity value computed on the
 AY0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0245.degrees latitude (g = 980.6199 gals.).
 AY0245
 AY0245.The modeled gravity was interpolated from observed gravity values.
 AY0245
 AY0245;                    North         East    Units  Estimated Accuracy
 AY0245;SPC TXSC     - 4,136,180.      690,230.      MT  (+/- 180 meters Scaled)
 AY0245
 AY0245                          SUPERSEDED SURVEY CONTROL
 AY0245
 AY0245  NGVD 29 (??/??/92)  124.228  (m)          407.57   (f) ADJ UNCH    1 2
 AY0245
 AY0245.Superseded values are not recommended for survey control.
 AY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0245.See file dsdata.txt to determine how the superseded data were derived.
 AY0245
 AY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT902148(NAD 83)
 AY0245_MARKER: DB = BENCH MARK DISK
 AY0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0245+STABILITY: SURFACE MOTION
 AY0245
 AY0245  HISTORY     - Date     Condition        Report By
 AY0245  HISTORY     - UNK      MONUMENTED       CGS
 AY0245  HISTORY     - 1943     GOOD             NGS
 AY0245  HISTORY     - 1981     MARK NOT FOUND   NGS
 AY0245  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AY0245
 AY0245                          STATION DESCRIPTION
 AY0245
 AY0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0245'0.8 MI SE FROM POTH.
 AY0245'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0245'STATION AT POTH-- PROCEED 0.8 MILE SOUTHEASTERLY ALONG THE RAILROAD TO
 AY0245'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE NORTHWEST OF THE
 AY0245'CROSSING OF U. S. HIGHWAY NO.181, AND 24.4 FEET WEST OF THE THIRTEENTH
 AY0245'POLE (ABOUT 0.4 MILE) SOUTHEAST OF MILEPOST 37.  IT IS 28.0 FEET
 AY0245'NORTHEAST OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF TRACK, 24.0
 AY0245'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHEAST OF A
 AY0245'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AY0245
 AY0245                          STATION RECOVERY (1981)
 AY0245
 AY0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0245'SEARCHED FOR, NOT RECOVERED.
 AY0245
 AY0245                          STATION RECOVERY (1995)
 AY0245
 AY0245'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1406 ***********************************************************************
 DM1406  DESIGNATION -  USBM 1949
 DM1406  PID         -  DM1406
 DM1406  STATE/COUNTY-  TX/HUNT
 DM1406  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM1406
 DM1406                         *CURRENT SURVEY CONTROL
 DM1406  ___________________________________________________________________
 DM1406* NAD 83(1993)-  33 08 59.52329(N)    095 57 03.95327(W)     ADJUSTED  
 DM1406* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 DM1406  ___________________________________________________________________
 DM1406  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DM1406  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DM1406
 DM1406  HORZ ORDER  -  SECOND
 DM1406
 DM1406.The horizontal coordinates were established by classical geodetic methods
 DM1406.and adjusted by the National Geodetic Survey in February 1996..
 DM1406
 DM1406.The orthometric height was scaled from a topographic map.
 DM1406
 DM1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1406
 DM1406.The geoid height was determined by GEOID03.
 DM1406
 DM1406;                    North         East     Units Scale Factor Converg.
 DM1406;SPC TXNC     - 2,167,356.310   837,746.275   MT  0.99987409   +1 23 24.6
 DM1406;SPC TXNC     - 7,110,734.83  2,748,505.90   sFT  0.99987409   +1 23 24.6
 DM1406;UTM  15      - 3,671,779.967   224,738.429   MT  1.00053431   -1 36 53.2
 DM1406;UTM  14      - 3,672,041.504   784,387.575   MT  1.00059730   +1 40 06.1
 DM1406
 DM1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1406!SPC TXNC     -   0.99997609  x   0.99987409  =   0.99985018
 DM1406!UTM  15      -   0.99997609  x   1.00053431  =   1.00051038
 DM1406!UTM  14      -   0.99997609  x   1.00059730  =   1.00057337
 DM1406
 DM1406                          SUPERSEDED SURVEY CONTROL
 DM1406
 DM1406  NAD 83(1993)-  33 08 59.52526(N)    095 57 03.95033(W) AD(       ) 2
 DM1406  NAD 83(1986)-  33 08 59.52978(N)    095 57 03.94111(W) AD(       ) 2
 DM1406  NAD 27      -  33 08 59.11700(N)    095 57 03.05600(W) AD(       ) 2
 DM1406
 DM1406.Superseded values are not recommended for survey control.
 DM1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1406.See file dsdata.txt to determine how the superseded data were derived.
 DM1406
 DM1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2473871780(NAD 83)
 DM1406_MARKER: X = CHISELED CROSS
 DM1406_SETTING: 0 = UNSPECIFIED SETTING
 DM1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1406
 DM1406  HISTORY     - Date     Condition        Report By
 DM1406  HISTORY     - 1949     MONUMENTED       CGS
 DM1406  HISTORY     - 1957     GOOD             CGS
 DM1406  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DM1406
 DM1406                          STATION DESCRIPTION
 DM1406
 DM1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 DM1406'THE STATION IS LOCATED IN THE TOWN OF CAMPBELL, NEAR TRIANGULATION
 DM1406'STATION CAMPBELL, AND IS INCLUDED IN THE DESCRIPTION FOR THAT
 DM1406'STATION.  IT IS 24 PACES NORTH OF THE NORTHWEST CORNER OF
 DM1406'THE POST OFFICE BUILDING, 23 FEET SOUTH OF THE SOUTH RAIL
 DM1406'OF THE RAILROAD TRACKS, AND 23 FEET EAST OF THE CENTERLINE
 DM1406'OF A NORTH-SOUTH STREET.  IT IS A 6 INCH SQUARE STONE POST
 DM1406'WHICH PROJECTS 10 INCHES.  A SMALL CROSS AND THE LETTERS
 DM1406'U S B M ARE CUT IN THE TOP OF THE POST.  (NO INFORMATION
 DM1406'IS AVAILABLE AS TO WHICH ORGINAZATION THIS MARK BELONGS.)
 DM1406'
 DM1406'A 3RD ORDER TRAVERSE WAS MADE TO THIS MARK FROM STATION
 DM1406'CAMPBELL.  THE DISTANCE IS 88.22 FEET OR 26.889 METERS.
 DM1406
 DM1406                          STATION RECOVERY (1957)
 DM1406
 DM1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1406'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS 2 FEET
 DM1406'NORTHWEST OF REFERENCE MARK NO. 2.  DIRECTIONS FOR PROCEEDING
 DM1406'TO STATION SITE ARE CORRECT.
 DM1406
 DM1406                          STATION RECOVERY (1994)
 DM1406
 DM1406'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1370 ***********************************************************************
 AY1370  DESIGNATION -  USBM 766.6
 AY1370  PID         -  AY1370
 AY1370  STATE/COUNTY-  TX/ZAVALA
 AY1370  USGS QUAD   -  PULLIAM RANCH (1960)
 AY1370
 AY1370                         *CURRENT SURVEY CONTROL
 AY1370  ___________________________________________________________________
 AY1370* NAD 83(1986)-  29 01 22.     (N)    099 51 15.     (W)     SCALED    
 AY1370* NAVD 88     -       233.761  (meters)     766.93   (feet)  ADJUSTED  
 AY1370  ___________________________________________________________________
 AY1370  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AY1370  DYNAMIC HT  -         233.421 (meters)     765.82  (feet)  COMP
 AY1370  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AY1370
 AY1370  VERT ORDER  -  SECOND    CLASS 0
 AY1370
 AY1370.The horizontal coordinates were scaled from a topographic map and have
 AY1370.an estimated accuracy of +/- 6 seconds.
 AY1370
 AY1370.The orthometric height was determined by differential leveling
 AY1370.and adjusted by the National Geodetic Survey in June 1991..
 AY1370
 AY1370.The geoid height was determined by GEOID03.
 AY1370
 AY1370.The dynamic height is computed by dividing the NAVD 88
 AY1370.geopotential number by the normal gravity value computed on the
 AY1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1370.degrees latitude (g = 980.6199 gals.).
 AY1370
 AY1370.The modeled gravity was interpolated from observed gravity values.
 AY1370
 AY1370;                    North         East    Units  Estimated Accuracy
 AY1370;SPC TXSC     - 4,132,130.      516,800.      MT  (+/- 180 meters Scaled)
 AY1370
 AY1370                          SUPERSEDED SURVEY CONTROL
 AY1370
 AY1370  NGVD 29 (??/??/92)  233.634  (m)          766.51   (f) ADJ UNCH    2 0
 AY1370
 AY1370.Superseded values are not recommended for survey control.
 AY1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1370.See file dsdata.txt to determine how the superseded data were derived.
 AY1370
 AY1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT168108(NAD 83)
 AY1370_MARKER: Q = CHISELED SQUARE
 AY1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1370_SP_SET: CULVERT
 AY1370_STAMPING: USBM 766.6
 AY1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1370
 AY1370  HISTORY     - Date     Condition        Report By
 AY1370  HISTORY     - UNK      MONUMENTED       CGS
 AY1370  HISTORY     - 1934     GOOD             NGS
 AY1370  HISTORY     - 20010517 MARK NOT FOUND   USPSQD
 AY1370
 AY1370                          STATION DESCRIPTION
 AY1370
 AY1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AY1370'5.5 MI N FROM LA PRYOR.
 AY1370'OPPOSITE R. R. BRIDGE B-169.7.  IN SE WINGWALL OF CONCRETE HIGHWAY
 AY1370'CULVERT.
 AY1370
 AY1370                          STATION RECOVERY (2001)
 AY1370
 AY1370'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1373 ***********************************************************************
 AY1373  DESIGNATION -  USBM 800.4
 AY1373  PID         -  AY1373
 AY1373  STATE/COUNTY-  TX/ZAVALA
 AY1373  USGS QUAD   -  PULLIAM RANCH (1960)
 AY1373
 AY1373                         *CURRENT SURVEY CONTROL
 AY1373  ___________________________________________________________________
 AY1373* NAD 83(1986)-  29 04 44.     (N)    099 52 18.     (W)     SCALED    
 AY1373* NAVD 88     -       244.059  (meters)     800.72   (feet)  ADJUSTED  
 AY1373  ___________________________________________________________________
 AY1373  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY1373  DYNAMIC HT  -         243.705 (meters)     799.56  (feet)  COMP
 AY1373  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AY1373
 AY1373  VERT ORDER  -  SECOND    CLASS 0
 AY1373
 AY1373.The horizontal coordinates were scaled from a topographic map and have
 AY1373.an estimated accuracy of +/- 6 seconds.
 AY1373
 AY1373.The orthometric height was determined by differential leveling
 AY1373.and adjusted by the National Geodetic Survey in June 1991..
 AY1373
 AY1373.The geoid height was determined by GEOID03.
 AY1373
 AY1373.The dynamic height is computed by dividing the NAVD 88
 AY1373.geopotential number by the normal gravity value computed on the
 AY1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1373.degrees latitude (g = 980.6199 gals.).
 AY1373
 AY1373.The modeled gravity was interpolated from observed gravity values.
 AY1373
 AY1373;                    North         East    Units  Estimated Accuracy
 AY1373;SPC TXSC     - 4,138,360.      515,140.      MT  (+/- 180 meters Scaled)
 AY1373
 AY1373                          SUPERSEDED SURVEY CONTROL
 AY1373
 AY1373  NGVD 29 (??/??/92)  243.929  (m)          800.29   (f) ADJ UNCH    2 0
 AY1373
 AY1373.Superseded values are not recommended for survey control.
 AY1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1373.See file dsdata.txt to determine how the superseded data were derived.
 AY1373
 AY1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT151170(NAD 83)
 AY1373_MARKER: Q = CHISELED SQUARE
 AY1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1373_SP_SET: PARAPET WALL
 AY1373_STAMPING: USBM 800.4
 AY1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1373
 AY1373  HISTORY     - Date     Condition        Report By
 AY1373  HISTORY     - UNK      MONUMENTED       CGS
 AY1373  HISTORY     - 1934     GOOD             NGS
 AY1373  HISTORY     - 20010517 GOOD             USPSQD
 AY1373
 AY1373                          STATION DESCRIPTION
 AY1373
 AY1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AY1373'9.4 MI N FROM LA PRYOR.
 AY1373'AT THE NUECES RIVER BRIDGE.  ON SE CORNER AT BASE OF PARAPET WALL.  A
 AY1373'CHISELED SQUARE.
 AY1373
 AY1373                          STATION RECOVERY (2001)
 AY1373
 AY1373'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1379 ***********************************************************************
 AY1379  DESIGNATION -  USBM 891.7
 AY1379  PID         -  AY1379
 AY1379  STATE/COUNTY-  TX/UVALDE
 AY1379  USGS QUAD   -  UVALDE (1971)
 AY1379
 AY1379                         *CURRENT SURVEY CONTROL
 AY1379  ___________________________________________________________________
 AY1379* NAD 83(1986)-  29 11 02.     (N)    099 47 58.     (W)     SCALED    
 AY1379* NAVD 88     -       271.968  (meters)     892.28   (feet)  ADJUSTED  
 AY1379  ___________________________________________________________________
 AY1379  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AY1379  DYNAMIC HT  -         271.573 (meters)     890.99  (feet)  COMP
 AY1379  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AY1379
 AY1379  VERT ORDER  -  SECOND    CLASS 0
 AY1379
 AY1379.The horizontal coordinates were scaled from a topographic map and have
 AY1379.an estimated accuracy of +/- 6 seconds.
 AY1379
 AY1379.The orthometric height was determined by differential leveling
 AY1379.and adjusted by the National Geodetic Survey in June 1991..
 AY1379
 AY1379.The geoid height was determined by GEOID03.
 AY1379
 AY1379.The dynamic height is computed by dividing the NAVD 88
 AY1379.geopotential number by the normal gravity value computed on the
 AY1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1379.degrees latitude (g = 980.6199 gals.).
 AY1379
 AY1379.The modeled gravity was interpolated from observed gravity values.
 AY1379
 AY1379;                    North         East    Units  Estimated Accuracy
 AY1379;SPC TXSC     - 4,149,940.      522,250.      MT  (+/- 180 meters Scaled)
 AY1379
 AY1379                          SUPERSEDED SURVEY CONTROL
 AY1379
 AY1379  NGVD 29 (??/??/92)  271.832  (m)          891.84   (f) ADJ UNCH    2 0
 AY1379
 AY1379.Superseded values are not recommended for survey control.
 AY1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1379.See file dsdata.txt to determine how the superseded data were derived.
 AY1379
 AY1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT222286(NAD 83)
 AY1379_MARKER: Q = CHISELED SQUARE
 AY1379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1379_SP_SET: BRIDGE
 AY1379_STAMPING: USBM 891.7
 AY1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1379+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AY1379
 AY1379  HISTORY     - Date     Condition        Report By
 AY1379  HISTORY     - UNK      MONUMENTED       CGS
 AY1379  HISTORY     - 1934     GOOD             NGS
 AY1379  HISTORY     - 20021110 MARK NOT FOUND   USPSQD
 AY1379  HISTORY     - 20041007 GOOD             USPSQD
 AY1379
 AY1379                          STATION DESCRIPTION
 AY1379
 AY1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AY1379'2.1 MI SW FROM UVALDE.
 AY1379'ON SW WING WALL OF CONCRETE BRIDGE.  OPPOSITE R. R. BRIDGE B-182.6.
 AY1379
 AY1379                          STATION RECOVERY (2002)
 AY1379
 AY1379'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY1379'MARK NOT FOUND.
 AY1379
 AY1379                          STATION RECOVERY (2004)
 AY1379
 AY1379'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1956 ***********************************************************************
 AY1956  DESIGNATION -  USE MARK NEAR AMMANN 1956
 AY1956  PID         -  AY1956
 AY1956  STATE/COUNTY-  TX/KENDALL
 AY1956  USGS QUAD   -  SISTERDALE (1982)
 AY1956
 AY1956                         *CURRENT SURVEY CONTROL
 AY1956  ___________________________________________________________________
 AY1956* NAD 83(1993)-  29 59 57.72555(N)    098 38 58.83142(W)     ADJUSTED  
 AY1956* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 AY1956  ___________________________________________________________________
 AY1956  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 AY1956  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AY1956
 AY1956  HORZ ORDER  -  SECOND
 AY1956
 AY1956.The horizontal coordinates were established by classical geodetic methods
 AY1956.and adjusted by the National Geodetic Survey in February 1996..
 AY1956
 AY1956.The orthometric height was scaled from a topographic map.
 AY1956
 AY1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1956
 AY1956.The geoid height was determined by GEOID03.
 AY1956
 AY1956;                    North         East     Units Scale Factor Converg.
 AY1956;SPC TXSC     - 4,240,109.616   633,799.326   MT  0.99993030   +0 10 17.9
 AY1956;SPC TXSC     -13,911,092.97  2,079,389.96   sFT  0.99993030   +0 10 17.9
 AY1956;SPC TX C     - 3,038,112.514   862,450.141   MT  1.00003338   +0 52 01.9
 AY1956;SPC TX C     - 9,967,540.81  2,829,555.17   sFT  1.00003338   +0 52 01.9
 AY1956;UTM  14      - 3,318,766.992   533,788.318   MT  0.99961408   +0 10 30.6
 AY1956
 AY1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1956!SPC TXSC     -   0.99991507  x   0.99993030  =   0.99984538
 AY1956!SPC TX C     -   0.99991507  x   1.00003338  =   0.99994845
 AY1956!UTM  14      -   0.99991507  x   0.99961408  =   0.99952919
 AY1956
 AY1956                          SUPERSEDED SURVEY CONTROL
 AY1956
 AY1956  NAD 83(1986)-  29 59 57.73355(N)    098 38 58.81661(W) AD(       ) 2
 AY1956  NAD 27      -  29 59 56.96850(N)    098 38 57.72510(W) AD(       ) 2
 AY1956
 AY1956.Superseded values are not recommended for survey control.
 AY1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1956.See file dsdata.txt to determine how the superseded data were derived.
 AY1956
 AY1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3378818767(NAD 83)
 AY1956_MARKER: DD = SURVEY DISK
 AY1956_SETTING: 66 = SET IN ROCK OUTCROP
 AY1956_SP_SET: SET IN ROCK OUTCROP
 AY1956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1956+STABILITY: POSITION/ELEVATION WELL
 AY1956
 AY1956  HISTORY     - Date     Condition        Report By
 AY1956  HISTORY     - 1956     MONUMENTED       USE
 AY1956  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 AY1956
 AY1956                          STATION DESCRIPTION
 AY1956
 AY1956'DESCRIBED BY US ENGINEERS 1956 (WFD)
 AY1956'THE STATION IS ABOUT 5 MILES NORTHEAST OF SISTERDALE, 1 MILE
 AY1956'NORTH OF FARM ROAD 473, ON THE HIGHEST AND MOST SOUTHERLY ONE
 AY1956'OF SEVERAL HILLS AND ON LAND OWNED BY JACK AMMANN.  IT IS 26
 AY1956'FEET NORTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST.  THE
 AY1956'MARK IS A BRONZE DISK OF THE UNITED STATES ENGINEER DEPARTMENT
 AY1956'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  THE MARK IS FLUSH
 AY1956'WITH THE GROUND AND THE DISK IS NOT STAMPED.
 AY1956'
 AY1956'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 AY1956'AMMANN AND THE DISTANCE WAS FOUND TO BE 26.52 FEET OR 8.082
 AY1956'METERS.
 AY1956
 AY1956                          STATION RECOVERY (1994)
 AY1956
 AY1956'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1210 ***********************************************************************
 DN1210  DESIGNATION -  USE MARK NEAR PRESTON 1955
 DN1210  PID         -  DN1210
 DN1210  STATE/COUNTY-  TX/GRAYSON
 DN1210  USGS QUAD   -  KINGSTON SOUTH (1982)
 DN1210
 DN1210                         *CURRENT SURVEY CONTROL
 DN1210  ___________________________________________________________________
 DN1210* NAD 83(1993)-  33 52 57.80249(N)    096 38 03.09266(W)     ADJUSTED  
 DN1210* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 DN1210  ___________________________________________________________________
 DN1210  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DN1210  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DN1210
 DN1210  HORZ ORDER  -  SECOND
 DN1210
 DN1210.The horizontal coordinates were established by classical geodetic methods
 DN1210.and adjusted by the National Geodetic Survey in February 1996..
 DN1210
 DN1210.The orthometric height was scaled from a topographic map.
 DN1210
 DN1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1210
 DN1210.The geoid height was determined by GEOID03.
 DN1210
 DN1210;                    North         East     Units Scale Factor Converg.
 DN1210;SPC TXNC     - 2,247,281.257   772,595.830   MT  0.99997767   +1 01 03.4
 DN1210;SPC TXNC     - 7,372,955.26  2,534,758.15   sFT  0.99997767   +1 01 03.4
 DN1210;SPC OK S     -    61,795.644   726,350.433   MT  1.00001033   +0 46 30.9
 DN1210;SPC OK S     -   202,741.21  2,383,034.71   sFT  1.00001033   +0 46 30.9
 DN1210;UTM  14      - 3,751,671.862   718,800.706   MT  1.00019021   +1 19 10.0
 DN1210
 DN1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1210!SPC TXNC     -   0.99997181  x   0.99997767  =   0.99994948
 DN1210!SPC OK S     -   0.99997181  x   1.00001033  =   0.99998214
 DN1210!UTM  14      -   0.99997181  x   1.00019021  =   1.00016201
 DN1210
 DN1210                          SUPERSEDED SURVEY CONTROL
 DN1210
 DN1210  NAD 83(1993)-  33 52 57.80279(N)    096 38 03.09268(W) AD(       ) 2
 DN1210  NAD 83(1986)-  33 52 57.80777(N)    096 38 03.08450(W) AD(       ) 2
 DN1210  NAD 27      -  33 52 57.44140(N)    096 38 02.09990(W) AD(       ) 2
 DN1210
 DN1210.Superseded values are not recommended for survey control.
 DN1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1210.See file dsdata.txt to determine how the superseded data were derived.
 DN1210
 DN1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1880151672(NAD 83)
 DN1210_MARKER: DD = SURVEY DISK
 DN1210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN1210_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DN1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1210
 DN1210  HISTORY     - Date     Condition        Report By
 DN1210  HISTORY     - 1955     MONUMENTED       USE
 DN1210  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN1210
 DN1210                          STATION DESCRIPTION
 DN1210
 DN1210'DESCRIBED BY US ENGINEERS 1955
 DN1210'SEE STATION PRESTON
 DN1210
 DN1210                          STATION RECOVERY (1999)
 DN1210
 DN1210'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0934 ***********************************************************************
 BP0934  DESIGNATION -  USE MARK NEAR STA ESPY 1942
 BP0934  PID         -  BP0934
 BP0934  STATE/COUNTY-  TX/JEFF DAVIS
 BP0934  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0934
 BP0934                         *CURRENT SURVEY CONTROL
 BP0934  ___________________________________________________________________
 BP0934* NAD 83(1993)-  30 40 09.92165(N)    103 48 50.90997(W)     ADJUSTED  
 BP0934* NAVD 88     -      1701.     (meters)    5581.     (feet)  SCALED    
 BP0934  ___________________________________________________________________
 BP0934  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 BP0934  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 BP0934
 BP0934  HORZ ORDER  -  SECOND
 BP0934
 BP0934.The horizontal coordinates were established by classical geodetic methods
 BP0934.and adjusted by the National Geodetic Survey in February 1996..
 BP0934
 BP0934.The orthometric height was scaled from a topographic map.
 BP0934
 BP0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0934
 BP0934.The geoid height was determined by GEOID03.
 BP0934
 BP0934;                    North         East     Units Scale Factor Converg.
 BP0934;SPC TX C     - 3,116,378.635   366,515.034   MT  0.99989842   -1 47 34.2
 BP0934;SPC TX C     -10,224,318.90  1,202,474.74   sFT  0.99989842   -1 47 34.2
 BP0934;UTM  13      - 3,393,566.317   613,601.793   MT  0.99975920   +0 36 17.8
 BP0934
 BP0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0934!SPC TX C     -   0.99973621  x   0.99989842  =   0.99963466
 BP0934!UTM  13      -   0.99973621  x   0.99975920  =   0.99949548
 BP0934
 BP0934                          SUPERSEDED SURVEY CONTROL
 BP0934
 BP0934  NAD 83(1986)-  30 40 09.92260(N)    103 48 50.90888(W) AD(       ) 2
 BP0934  NAD 27      -  30 40 09.36900(N)    103 48 49.26100(W) AD(       ) 2
 BP0934
 BP0934.Superseded values are not recommended for survey control.
 BP0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0934.See file dsdata.txt to determine how the superseded data were derived.
 BP0934
 BP0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1360293566(NAD 83)
 BP0934_MARKER: Z = SEE DESCRIPTION
 BP0934_SETTING: 0 = UNSPECIFIED SETTING
 BP0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0934
 BP0934  HISTORY     - Date     Condition        Report By
 BP0934  HISTORY     - 1942     MONUMENTED       CGS
 BP0934
 BP0934                          STATION DESCRIPTION
 BP0934
 BP0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BP0934'STATION IS ABOUT 6.5 MILES, AIR LINE, NE OF FORT DAVIS, 0.5
 BP0934'MILE W OF STATE HIGHWAY 17, ON THE E END AND HIGHEST POINT
 BP0934'OF A BROAD MESA ON THE ESPY RANCH PROPERTY.
 BP0934'
 BP0934'THERE IS A U.S. ENGINEERING DEPARTMENT TRIANGULATION STATION
 BP0934'MARK 1.905 METERS (6.250 FEET) SE OF ESPY USGS.  THIS MARK,
 BP0934'HOWEVER, WAS FOUND TO BE SET IN A BLOB OF CONCRETE ABOUT THE
 BP0934'SIZE OF A WAFFLE, AND SHOWED SIGNS OF HAVING BEEN KICKED
 BP0934'AROUND BY CATTLE.  A DEPRESSION IN THE EARTH WAS FOUND WHICH
 BP0934'APPROXIMATELY FIT THE SHAPE OF THE BLOB OF CONCRETE, AND THE
 BP0934'MARK WAS REPLACED AND CUT IN FROM THIS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1997 ***********************************************************************
 AY1997  DESIGNATION -  USGS MARK NEAR STA BOND 1935
 AY1997  PID         -  AY1997
 AY1997  STATE/COUNTY-  TX/MEDINA
 AY1997  USGS QUAD   -  TWIN HOLLOW (1969)
 AY1997
 AY1997                         *CURRENT SURVEY CONTROL
 AY1997  ___________________________________________________________________
 AY1997* NAD 83(1993)-  29 37 20.74536(N)    099 14 30.56431(W)     ADJUSTED  
 AY1997* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 AY1997  ___________________________________________________________________
 AY1997  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AY1997  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AY1997
 AY1997  HORZ ORDER  -  SECOND
 AY1997
 AY1997.The horizontal coordinates were established by classical geodetic methods
 AY1997.and adjusted by the National Geodetic Survey in February 1996..
 AY1997
 AY1997.The orthometric height was scaled from a topographic map.
 AY1997
 AY1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1997
 AY1997.The geoid height was determined by GEOID03.
 AY1997
 AY1997;                    North         East     Units Scale Factor Converg.
 AY1997;SPC TXSC     - 4,198,304.002   576,582.465   MT  0.99987579   -0 07 06.5
 AY1997;SPC TXSC     -13,773,935.71  1,891,670.97   sFT  0.99987579   -0 07 06.5
 AY1997;UTM  14      - 3,276,973.074   476,588.871   MT  0.99960676   -0 07 10.3
 AY1997
 AY1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1997!SPC TXSC     -   0.99990816  x   0.99987579  =   0.99978396
 AY1997!UTM  14      -   0.99990816  x   0.99960676  =   0.99951496
 AY1997
 AY1997                          SUPERSEDED SURVEY CONTROL
 AY1997
 AY1997  NAD 83(1986)-  29 37 20.74796(N)    099 14 30.55023(W) AD(       ) 2
 AY1997  NAD 27      -  29 37 19.93300(N)    099 14 29.40700(W) AD(       ) 2
 AY1997
 AY1997.Superseded values are not recommended for survey control.
 AY1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1997.See file dsdata.txt to determine how the superseded data were derived.
 AY1997
 AY1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT7658976973(NAD 83)
 AY1997_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AY1997_SETTING: 0 = UNSPECIFIED SETTING
 AY1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1997
 AY1997  HISTORY     - Date     Condition        Report By
 AY1997  HISTORY     - 1935     MONUMENTED       USGS
 AY1997
 AY1997                          STATION DESCRIPTION
 AY1997
 AY1997'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 AY1997'ORIGINAL DESCRIPTION UNOBTAINABLE.  STATION MARK IS A 1-INCH
 AY1997'BRASS ROD DRIVEN INTO SOLID ROCK AND FLUSH WITH BEDROCK.
 AY1997'IT IS STAMPED U.S.G.S.  STATION IS LOCATED ON TOP OF BOND
 AY1997'MOUNTAIN, NOW LOCALLY CALLED FLAG MOUNTAIN, ABOUT 2 MILES
 AY1997'SE OF TARPLEY AND 1 MILE E OF HONDO RIVER.
 AY1997'
 AY1997'TO REACH THE STATION FROM JUNCTIONS OF UPPER HONDO ROAD AND
 AY1997'HONDO CANYON HIGHWAY, GO N ON HONDO CANYON HIGHWAY, FOR 0.95
 AY1997'MILE TO GATE ON RIGHT OPPOSITE MR. MONIERS HOME, STATION IS ON
 AY1997'SUMMIT OF PEAK ABOUT 1 MILE NE AND MUST BE REACHED BY PACKING
 AY1997'UP MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0590 ***********************************************************************
 AZ0590  DESIGNATION -  USGS MARK NEAR STA MONTE 1935
 AZ0590  PID         -  AZ0590
 AZ0590  STATE/COUNTY-  TX/KINNEY
 AZ0590  USGS QUAD   -  BULL WATERHOLE (1974)
 AZ0590
 AZ0590                         *CURRENT SURVEY CONTROL
 AZ0590  ___________________________________________________________________
 AZ0590* NAD 83(1993)-  29 33 38.73074(N)    100 12 07.75730(W)     ADJUSTED  
 AZ0590* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 AZ0590  ___________________________________________________________________
 AZ0590  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AZ0590  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 AZ0590
 AZ0590  HORZ ORDER  -  SECOND
 AZ0590
 AZ0590.The horizontal coordinates were established by classical geodetic methods
 AZ0590.and adjusted by the National Geodetic Survey in February 1996..
 AZ0590
 AZ0590.The orthometric height was scaled from a topographic map.
 AZ0590
 AZ0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0590
 AZ0590.The geoid height was determined by GEOID03.
 AZ0590
 AZ0590;                    North         East     Units Scale Factor Converg.
 AZ0590;SPC TXSC     - 4,192,043.400   483,518.243   MT  0.99987098   -0 35 20.2
 AZ0590;SPC TXSC     -13,753,395.72  1,586,342.77   sFT  0.99987098   -0 35 20.2
 AZ0590;UTM  14      - 3,270,718.248   383,543.343   MT  0.99976734   -0 35 35.3
 AZ0590
 AZ0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0590!SPC TXSC     -   0.99990568  x   0.99987098  =   0.99977667
 AZ0590!UTM  14      -   0.99990568  x   0.99976734  =   0.99967304
 AZ0590
 AZ0590                          SUPERSEDED SURVEY CONTROL
 AZ0590
 AZ0590  NAD 83(1986)-  29 33 38.72679(N)    100 12 07.73922(W) AD(       ) 2
 AZ0590  NAD 27      -  29 33 37.90400(N)    100 12 06.47100(W) AD(       ) 2
 AZ0590
 AZ0590.Superseded values are not recommended for survey control.
 AZ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0590.See file dsdata.txt to determine how the superseded data were derived.
 AZ0590
 AZ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT8354370718(NAD 83)
 AZ0590_MARKER: V = STONE MONUMENT
 AZ0590_SETTING: 0 = UNSPECIFIED SETTING
 AZ0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0590
 AZ0590  HISTORY     - Date     Condition        Report By
 AZ0590  HISTORY     - 1935     MONUMENTED       USGS
 AZ0590
 AZ0590                          STATION DESCRIPTION
 AZ0590
 AZ0590'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 AZ0590'ORIGINAL DESCRIPTION NOT AVAILABLE.  MARK IS A VERY LOOSE STONE
 AZ0590'ABOUT 1 FOOT IN DIAMETER BY 4 INCHES THICK U.S.G.S. + CHISELED
 AZ0590'ON THE TOP.  MARK IS LYING ON THE GROUND AND MAY EASILY BE
 AZ0590'MOVED.
 AZ0590'
 AZ0590'TO REACH THE STATION, FOLLOW DIRECTIONS FOR REACHING STATION
 AZ0590'MONTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0603 ***********************************************************************
 AZ0603  DESIGNATION -  USGS MARK NEAR STA TURKEY 1935
 AZ0603  PID         -  AZ0603
 AZ0603  STATE/COUNTY-  TX/KINNEY
 AZ0603  USGS QUAD   -  TURKEY MOUNTAIN (1974)
 AZ0603
 AZ0603                         *CURRENT SURVEY CONTROL
 AZ0603  ___________________________________________________________________
 AZ0603* NAD 83(1993)-  29 22 22.49047(N)    100 12 00.67420(W)     ADJUSTED  
 AZ0603* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 AZ0603  ___________________________________________________________________
 AZ0603  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AZ0603  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0603
 AZ0603  HORZ ORDER  -  SECOND
 AZ0603
 AZ0603.The horizontal coordinates were established by classical geodetic methods
 AZ0603.and adjusted by the National Geodetic Survey in February 1996..
 AZ0603
 AZ0603.The orthometric height was scaled from a topographic map.
 AZ0603
 AZ0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0603
 AZ0603.The geoid height was determined by GEOID03.
 AZ0603
 AZ0603;                    North         East     Units Scale Factor Converg.
 AZ0603;SPC TXSC     - 4,171,223.976   483,495.235   MT  0.99986346   -0 35 16.8
 AZ0603;SPC TXSC     -13,685,090.66  1,586,267.28   sFT  0.99986346   -0 35 16.8
 AZ0603;UTM  14      - 3,249,900.886   383,519.437   MT  0.99976741   -0 35 19.5
 AZ0603
 AZ0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0603!SPC TXSC     -   0.99991731  x   0.99986346  =   0.99978078
 AZ0603!UTM  14      -   0.99991731  x   0.99976741  =   0.99968474
 AZ0603
 AZ0603                          SUPERSEDED SURVEY CONTROL
 AZ0603
 AZ0603  NAD 83(1986)-  29 22 22.48651(N)    100 12 00.65507(W) AD(       ) 2
 AZ0603  NAD 27      -  29 22 21.64400(N)    100 11 59.39700(W) AD(       ) 2
 AZ0603
 AZ0603.Superseded values are not recommended for survey control.
 AZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0603.See file dsdata.txt to determine how the superseded data were derived.
 AZ0603
 AZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT8351949901(NAD 83)
 AZ0603_MARKER: V = STONE MONUMENT
 AZ0603_SETTING: 0 = UNSPECIFIED SETTING
 AZ0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0603
 AZ0603  HISTORY     - Date     Condition        Report By
 AZ0603  HISTORY     - 1935     MONUMENTED       USGS
 AZ0603
 AZ0603                          STATION DESCRIPTION
 AZ0603
 AZ0603'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 AZ0603'ORIGINAL DESCRIPTION NOT AVAILABLE.  MARK IS A LOOSE STONE ABOUT
 AZ0603'1-1/2 FEET IN DIAMETER BY 1/2 FOOT THICK WITH U.S.G.S.+ CHISELED
 AZ0603'ON THE TOP.  MARK IS LYING ON THE GROUND AND MAY EASILY BE MOVED.
 AZ0603'
 AZ0603'MARK WAS TIED INTO U.S.C. AND G.S. TRIANGULATION STATION TURKEY,
 AZ0603'WHICH IS 15.107 METERS (49.57 FEET) SW OF THE MARK.
 AZ0603'
 AZ0603'TO REACH THE STATION, FOLLOW DIRECTIONS FOR STATION TURKEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0873 ***********************************************************************
 BM0873  DESIGNATION -  USGS MARK NEAR STA LOTMAN 1935
 BM0873  PID         -  BM0873
 BM0873  STATE/COUNTY-  TX/BASTROP
 BM0873  USGS QUAD   -  LAKE BASTROP (1982)
 BM0873
 BM0873                         *CURRENT SURVEY CONTROL
 BM0873  ___________________________________________________________________
 BM0873* NAD 83(1993)-  30 08 53.07601(N)    097 15 28.83577(W)     ADJUSTED  
 BM0873* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 BM0873  ___________________________________________________________________
 BM0873  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BM0873  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0873
 BM0873  HORZ ORDER  -  SECOND
 BM0873
 BM0873.The horizontal coordinates were established by classical geodetic methods
 BM0873.and adjusted by the National Geodetic Survey in February 1996..
 BM0873
 BM0873.The orthometric height was scaled from a topographic map.
 BM0873
 BM0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0873
 BM0873.The geoid height was determined by GEOID03.
 BM0873
 BM0873;                    North         East     Units Scale Factor Converg.
 BM0873;SPC TX C     - 3,057,463.397   996,244.821   MT  0.99999176   +1 35 02.3
 BM0873;SPC TX C     -10,031,027.83  3,268,513.22   sFT  0.99999176   +1 35 02.3
 BM0873;UTM  14      - 3,336,474.811   667,773.822   MT  0.99994728   +0 52 30.3
 BM0873
 BM0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0873!SPC TX C     -   0.99997520  x   0.99999176  =   0.99996696
 BM0873!UTM  14      -   0.99997520  x   0.99994728  =   0.99992248
 BM0873
 BM0873:                Primary Azimuth Mark                     Grid Az
 BM0873:SPC TX C     -  HOG SPRINGS                              208 36 17.4
 BM0873:UTM  14      -  HOG SPRINGS                              209 18 49.4
 BM0873
 BM0873|---------------------------------------------------------------------|
 BM0873| PID    Reference Object                     Distance      Geod. Az  |
 BM0873|                                                           dddmmss.s |
 BM0873| AX2599 HOG SPRINGS                         APPROX.30.4 KM 2101119.7 |
 BM0873|---------------------------------------------------------------------|
 BM0873
 BM0873                          SUPERSEDED SURVEY CONTROL
 BM0873
 BM0873  NAD 83(1986)-  30 08 53.09671(N)    097 15 28.81813(W) AD(       ) 2
 BM0873  NAD 27      -  30 08 52.32000(N)    097 15 27.85100(W) AD(       ) 2
 BM0873
 BM0873.Superseded values are not recommended for survey control.
 BM0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0873.See file dsdata.txt to determine how the superseded data were derived.
 BM0873
 BM0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6777436475(NAD 83)
 BM0873_MARKER: P = PIPE CAP
 BM0873_SETTING: 0 = UNSPECIFIED SETTING
 BM0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0873
 BM0873  HISTORY     - Date     Condition        Report By
 BM0873  HISTORY     - 1935     MONUMENTED       USGS
 BM0873  HISTORY     - 1935     GOOD             NGS
 BM0873
 BM0873                          STATION DESCRIPTION
 BM0873
 BM0873'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 BM0873'THIS STATION IS ABOUT 5 MILES NE OF BASTROP AND 15 MILES SE
 BM0873'OF ELGIN.
 BM0873'
 BM0873'U.S.G.S. MARK IS N OF STATION LOTMAN, AND 27.2 FEET E OF R.M. NO. 2.
 BM0873'THE MARK IS AN IRON PIPE, PROJECTING 10 INCHES, WITH CAP ON
 BM0873'TOP.  CAP HAS NO DATA STAMPED ON IT.
 BM0873
 BM0873                          STATION RECOVERY (1935)
 BM0873
 BM0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0873'STATION MARK--AN IRON BENCH MARK POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0893 ***********************************************************************
 CB0893  DESIGNATION -  USGS MARK NEAR STATION BOLT
 CB0893  PID         -  CB0893
 CB0893  STATE/COUNTY-  TX/IRION
 CB0893  USGS QUAD   -  NOELKE NE (1987)
 CB0893
 CB0893                         *CURRENT SURVEY CONTROL
 CB0893  ___________________________________________________________________
 CB0893* NAD 83(1993)-  31 08 11.96014(N)    100 50 53.38107(W)     ADJUSTED  
 CB0893* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 CB0893  ___________________________________________________________________
 CB0893  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CB0893  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CB0893
 CB0893  HORZ ORDER  -  SECOND
 CB0893
 CB0893.The horizontal coordinates were established by classical geodetic methods
 CB0893.and adjusted by the National Geodetic Survey in February 1996..
 CB0893
 CB0893.The orthometric height was scaled from a topographic map.
 CB0893
 CB0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0893
 CB0893.The geoid height was determined by GEOID03.
 CB0893
 CB0893;                    North         East     Units Scale Factor Converg.
 CB0893;SPC TX C     - 3,163,069.511   650,907.826   MT  0.99988452   -0 15 54.6
 CB0893;SPC TX C     -10,377,503.89  2,135,520.09   sFT  0.99988452   -0 15 54.6
 CB0893;UTM  14      - 3,446,216.714   323,801.095   MT  0.99998296   -0 57 21.2
 CB0893
 CB0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0893!SPC TX C     -   0.99987897  x   0.99988452  =   0.99976351
 CB0893!UTM  14      -   0.99987897  x   0.99998296  =   0.99986194
 CB0893
 CB0893:                Primary Azimuth Mark                     Grid Az
 CB0893:SPC TX C     -  USGS MARK NEAR STATION MONUMENT          226 07 06.2
 CB0893:UTM  14      -  USGS MARK NEAR STATION MONUMENT          226 48 32.8
 CB0893
 CB0893|---------------------------------------------------------------------|
 CB0893| PID    Reference Object                     Distance      Geod. Az  |
 CB0893|                                                           dddmmss.s |
 CB0893| CB0895 USGS MARK NEAR STATION MONUMENT     APPROX. 7.2 KM 2255111.6 |
 CB0893|---------------------------------------------------------------------|
 CB0893
 CB0893                          SUPERSEDED SURVEY CONTROL
 CB0893
 CB0893  NAD 83(1986)-  31 08 11.96778(N)    100 50 53.36607(W) AD(       ) 2
 CB0893  NAD 27      -  31 08 11.35900(N)    100 50 51.97900(W) AD(       ) 2
 CB0893
 CB0893.Superseded values are not recommended for survey control.
 CB0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0893.See file dsdata.txt to determine how the superseded data were derived.
 CB0893
 CB0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV2380146217(NAD 83)
 CB0893_MARKER: A = ALUMINUM MARKER
 CB0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0893+STABILITY: SURFACE MOTION
 CB0893
 CB0893  HISTORY     - Date     Condition        Report By
 CB0893  HISTORY     - 1919     MONUMENTED       USGS
 CB0893  HISTORY     - 1935     GOOD             USGS
 CB0893
 CB0893                          STATION DESCRIPTION
 CB0893
 CB0893'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 CB0893'STATION RECOVERED.  NO DESCRIPTION AVAILABLE.
 CB0893'
 CB0893'MARK IS AN ALUMINUM DISK SET IN A 6-INCH SQUARE BLOCK OF
 CB0893'STONE PROJECTING ABOUT 6 INCHES.  CAST ON THE DISK IS U.S.
 CB0893'GEOLOGICAL SURVEY-BENCH MARK.  HOWEVER, NO NAME, ELEVATION,
 CB0893'NOR DATE WAS STAMPED THEREON.
 CB0893'
 CB0893'THREE REFERENCE MARKS, BLOCKS OF STONE WITH CROSSES AND NUMBERS
 CB0893'ONE, TWO, AND THREE CHISELED ON THE SURFACES, WERE ALSO
 CB0893'RECOVERED.
 CB0893'
 CB0893'REFERENCE MARK NO. 1 WAS 24.84 FEET WNW OF MARK.  REFERENCE
 CB0893'MARK NO. 2 WAS 20.02 FEET E OF THE MARK.
 CB0893'
 CB0893'REFERENCE MARK NO. 3 WAS 23.78 FEET SSW OF THE MARK.
 CB0893'
 CB0893'ALL MARKS WERE IN GOOD CONDITION, WITH THE EXCEPTION OF
 CB0893'NUMBER ONE, WHICH WAS LOOSE IN THE GROUND AND MAY BE MOVED.
 CB0893'
 CB0893'THIS MARK WAS TIED INTO U.S.C. AND G.S. TRIANGULATION STATION
 CB0893'BOLT, WHICH IS 100.38 FEET 30.597 METERS S OF THE MARK.
 CB0893'IT IS ON THE LAND OF THE NOELKE ESTATE, ABOUT 8.5 MILES S BY
 CB0893'W OF MERTZON, ABOUT 5 MILES ESE OF NOELKE, AND ABOUT 3.5
 CB0893'MILES N OF THE IRION-SCHLEICHER COUNTY LINE.
 CB0893'
 CB0893'TO REACH FROM THE POST OFFICE IN MERTZON, GO SW ON U.S. HIGHWAY
 CB0893'67 FOR 2.4 MILES, TURN LEFT ACROSS RAILROAD TRACKS, TURN RIGHT,
 CB0893'GO 1.35 MILES, THEN, WHERE MAIN ROAD TURNS RIGHT ACROSS RAILROAD
 CB0893'TRACKS, CONTINUE STRAIGHT AHEAD ALONG E SIDE OF RAILROAD
 CB0893'TRACKS FOR 0.5 MILE TO GATE, PASS THROUGH GATE, GO 1.1 MILES
 CB0893'TO FORKS AT WHITE HOUSE, TAKE LEFT FORK THROUGH GATE, GO
 CB0893'1.45 MILES TO GATE, PASS THROUGH GATE, GO 0.55 MILE TO HOUSE
 CB0893'AND GATE 100 YARDS S OF HOUSE, PASS THROUGH GATE, GO 0.6 MILE
 CB0893'TO FORKS, TAKE RIGHT FORK, GO 0.3 MILE TO FORKS, TAKE RIGHT
 CB0893'FORK, GO 0.9 MILE TO STEEL GATE, PASS THROUGH GATE, GO 0.1
 CB0893'MILE TO RED GATE, PASS THROUGH GATE, TURN LEFT ONTO ROAD AT
 CB0893'TRIANGULAR BLAZED MESQUITE, GO 0.4 MILE TO FORKS, TAKE
 CB0893'LEFT FORK, GO 0.25 MILE TO FORKS, TAKE LEFT FORK AT
 CB0893'TRIANGULAR BLAZED MESQUITE, GO 1.2 MILES TO WIRE GATE,
 CB0893'PASS THRU GATE, AND FOLLOW RIDGE E AND N FOR 1.1 MILES TO
 CB0893'MARK AT NE END OF DIVIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0895 ***********************************************************************
 CB0895  DESIGNATION -  USGS MARK NEAR STATION MONUMENT
 CB0895  PID         -  CB0895
 CB0895  STATE/COUNTY-  TX/IRION
 CB0895  USGS QUAD   -  NOELKE SW (1987)
 CB0895
 CB0895                         *CURRENT SURVEY CONTROL
 CB0895  ___________________________________________________________________
 CB0895* NAD 83(1993)-  31 05 28.90090(N)    100 54 08.53801(W)     ADJUSTED  
 CB0895* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 CB0895  ___________________________________________________________________
 CB0895  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 CB0895  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CB0895
 CB0895  HORZ ORDER  -  SECOND
 CB0895
 CB0895.The horizontal coordinates were established by classical geodetic methods
 CB0895.and adjusted by the National Geodetic Survey in February 1996..
 CB0895
 CB0895.The orthometric height was scaled from a topographic map.
 CB0895
 CB0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0895
 CB0895.The geoid height was determined by GEOID03.
 CB0895
 CB0895;                    North         East     Units Scale Factor Converg.
 CB0895;SPC TX C     - 3,158,073.508   645,712.886   MT  0.99988297   -0 17 35.1
 CB0895;SPC TX C     -10,361,112.83  2,118,476.36   sFT  0.99988297   -0 17 35.1
 CB0895;UTM  14      - 3,441,283.101   318,545.772   MT  1.00000615   -0 58 57.6
 CB0895
 CB0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0895!SPC TX C     -   0.99987897  x   0.99988297  =   0.99976196
 CB0895!UTM  14      -   0.99987897  x   1.00000615  =   0.99988512
 CB0895
 CB0895:                Primary Azimuth Mark                     Grid Az
 CB0895:SPC TX C     -  USGS MARK NEAR STATION BOLT              046 07 05.8
 CB0895:UTM  14      -  USGS MARK NEAR STATION BOLT              046 48 28.3
 CB0895
 CB0895|---------------------------------------------------------------------|
 CB0895| PID    Reference Object                     Distance      Geod. Az  |
 CB0895|                                                           dddmmss.s |
 CB0895| CB0893 USGS MARK NEAR STATION BOLT         APPROX. 7.2 KM 0454930.7 |
 CB0895| CB0896 USGS MARK NEAR STATION NOUGES       APPROX.11.6 KM 2325604.7 |
 CB0895|---------------------------------------------------------------------|
 CB0895
 CB0895                          SUPERSEDED SURVEY CONTROL
 CB0895
 CB0895  NAD 83(1986)-  31 05 28.90854(N)    100 54 08.52306(W) AD(       ) 2
 CB0895  NAD 27      -  31 05 28.30000(N)    100 54 07.13200(W) AD(       ) 2
 CB0895
 CB0895.Superseded values are not recommended for survey control.
 CB0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0895.See file dsdata.txt to determine how the superseded data were derived.
 CB0895
 CB0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV1854641283(NAD 83)
 CB0895_MARKER: A = ALUMINUM MARKER
 CB0895_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CB0895_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CB0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0895
 CB0895  HISTORY     - Date     Condition        Report By
 CB0895  HISTORY     - 1919     MONUMENTED       USGS
 CB0895  HISTORY     - 1935     GOOD             USGS
 CB0895
 CB0895                          STATION DESCRIPTION
 CB0895
 CB0895'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 CB0895'STATION MARK IS ON THE LAND OF W.M. NOELKE, ABOUT 15 MILES
 CB0895'SSW OF SHERWOOD, 4 MILES SSE OF NOELKE, ABOUT 1/4 MILE N OF
 CB0895'THE IRION-SCHLEICHER COUNTY LINE.
 CB0895'
 CB0895'THIS MARK WAS TIED IN TO U.S.C. AND G.S. TRIANGULATION STATION
 CB0895'MONUMENT, WHICH IS 28.307 METERS (92.87 FEET) S BY E OF THE
 CB0895'MARK.  MARK IS ALSO 6.928 METERS (22.73 FEET) W OF MONUMENT
 CB0895'REFERENCE MARK NO. 3.
 CB0895'
 CB0895'THE ORIGINAL DESCRIPTION IS NOT AVAILABLE.  IT WAS ESTABLISHED
 CB0895'BY U.S.G.S.  MARK IS AN ALUMINUM DISK SET IN AN IRREGULAR
 CB0895'SHAPED BLOCK OF STONE FLUSH WITH THE GROUND.  CAST ON THE DISK
 CB0895'IS U.S. GEOLOGICAL SURVEY-- B.M.  HOWEVER, NO NAME, ELEVATION
 CB0895'NOR DATE WERE STAMPED THEREON.
 CB0895'
 CB0895'THREE REFERENCE MARKS WERE ALSO RECOVERED.  THESE MARKS
 CB0895'CONSISTED OF PIECES OF STONE WITH CROSSES AND NUMBERS ONE,
 CB0895'TWO AND THREE CHISELED ON THE SURFACES.  NUMBER ONE WAS 26.98
 CB0895'FEET NW OF THE MARK.  NUMBER TWO WAS 31.38 FEET NE OF THE
 CB0895'MARK, AND NUMBER THREE WAS 26.95 FEET SE OF THE MARK.  ALL
 CB0895'MARKS WERE IN GOOD CONDITION.
 CB0895'
 CB0895'TO REACH FROM NOELKE, A SIDING ON THE KANSAS CITY, MEXICO
 CB0895'AND ORIENT RAILROAD, ABOUT 11 MILES W OF MERTZON ON U.S.
 CB0895'HIGHWAY 67.  CROSS RAILROAD TRACKS AND PASS THROUGH STEEL
 CB0895'GATE, TAKE RIGHT FORK, GO 0.05 MILE TO RED GATE, PASS THROUGH,
 CB0895'GO 1.1 MILES TO GATE, PASS THROUGH, GO 1.1 MILES TO GATE,
 CB0895'PASS THROUGH, GO 2.35 MILES TO STEEL GATE, PASS THROUGH, TAKE
 CB0895'LEFT FORK, GO 1.7 MILES TO S. MC KEE HOUSE, PASS THROUGH
 CB0895'GATE TO RIGHT OF WINDMILL, TURN LEFT, PASS THROUGH GATE, TURN
 CB0895'RIGHT, PASS THROUGH GATE, TURN LEFT ONTO DIM ROCKY ROAD
 CB0895'UPHILL, GO 0.1 MILE, TAKE LEFT FORK, GO N 0.4 MILE TO CORRAL,
 CB0895'PASS THROUGH CORRAL, FOLLOW FENCE W ACROSS PASTURE FOR
 CB0895'0.5 MILE, TURN RIGHT, AND GO ABOUT 120 YARDS TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0896 ***********************************************************************
 CB0896  DESIGNATION -  USGS MARK NEAR STATION NOUGES
 CB0896  PID         -  CB0896
 CB0896  STATE/COUNTY-  TX/CROCKETT
 CB0896  USGS QUAD   -  NOELKE SW (1987)
 CB0896
 CB0896                         *CURRENT SURVEY CONTROL
 CB0896  ___________________________________________________________________
 CB0896* NAD 83(1993)-  31 01 41.14422(N)    100 59 58.47914(W)     ADJUSTED  
 CB0896* NAVD 88     -       793.02   (+/-2cm)    2601.8    (feet)  VERTCON   
 CB0896  ___________________________________________________________________
 CB0896  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CB0896  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CB0896
 CB0896  HORZ ORDER  -  SECOND
 CB0896  VERT ORDER  -  THIRD ? (See Below)
 CB0896
 CB0896.The horizontal coordinates were established by classical geodetic methods
 CB0896.and adjusted by the National Geodetic Survey in February 1996..
 CB0896
 CB0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0896.The vertical order pertains to the NGVD 29 superseded value.
 CB0896
 CB0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0896
 CB0896.The geoid height was determined by GEOID03.
 CB0896
 CB0896;                    North         East     Units Scale Factor Converg.
 CB0896;SPC TX C     - 3,151,111.644   636,397.397   MT  0.99988185   -0 20 35.4
 CB0896;SPC TX C     -10,338,272.12  2,087,913.79   sFT  0.99988185   -0 20 35.4
 CB0896;UTM  14      - 3,434,432.721   309,145.907   MT  1.00004933   -1 01 51.6
 CB0896
 CB0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0896!SPC TX C     -   0.99987917  x   0.99988185  =   0.99976103
 CB0896!UTM  14      -   0.99987917  x   1.00004933  =   0.99992849
 CB0896
 CB0896:                Primary Azimuth Mark                     Grid Az
 CB0896:SPC TX C     -  USGS MARK NEAR STATION MONUMENT          053 13 39.5
 CB0896:UTM  14      -  USGS MARK NEAR STATION MONUMENT          053 54 55.7
 CB0896
 CB0896|---------------------------------------------------------------------|
 CB0896| PID    Reference Object                     Distance      Geod. Az  |
 CB0896|                                                           dddmmss.s |
 CB0896| CB0895 USGS MARK NEAR STATION MONUMENT     APPROX.11.6 KM 0525304.1 |
 CB0896| CB0950 NINE MILE                           APPROX.20.4 KM 2640936.3 |
 CB0896|---------------------------------------------------------------------|
 CB0896
 CB0896                          SUPERSEDED SURVEY CONTROL
 CB0896
 CB0896  NAD 83(1986)-  31 01 41.15227(N)    100 59 58.46438(W) AD(       ) 2
 CB0896  NAD 27      -  31 01 40.54500(N)    100 59 57.06900(W) AD(       ) 2
 CB0896  NGVD 29 (07/19/86)  792.79   (m)         2601.0    (f) LEVELING    3  
 CB0896
 CB0896.Superseded values are not recommended for survey control.
 CB0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0896.See file dsdata.txt to determine how the superseded data were derived.
 CB0896
 CB0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV0914634433(NAD 83)
 CB0896_MARKER: A = ALUMINUM MARKER
 CB0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0896+STABILITY: SURFACE MOTION
 CB0896
 CB0896  HISTORY     - Date     Condition        Report By
 CB0896  HISTORY     - 1919     MONUMENTED       CGS
 CB0896  HISTORY     - 1935     GOOD             NGS
 CB0896
 CB0896                          STATION DESCRIPTION
 CB0896
 CB0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 CB0896'STATION MARK--STANDARD USGS ALUMINUM TABLET, SET IN BLOCK OF STONE
 CB0896'FLUSH WITH GROUND, NOT STAMPED.
 CB0896
 CB0896                          STATION RECOVERY (1935)
 CB0896
 CB0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0896'ORIGINAL DESCRIPTION NOT AVAILABLE.  STATION ESTABLISHED BY
 CB0896'U.S.G.S.  MARK IS AN ALUMINUM DISK SET IN A BLOCK OF STONE,
 CB0896'FLUSH WITH THE GROUND.  CAST ON THE DISK WAS U.S. GEOLOGICAL
 CB0896'SURVEY- BENCH MARK.  HOWEVER, NO NAME, DATE, NOR ELEVATION
 CB0896'WERE STAMPED THEREON.  TWO REFERENCE MARKS WERE ALSO RECOVERED.
 CB0896'THEY CONSISTED OF PIECES OF STONE WITH CROSSES CHISELED ON
 CB0896'THEIR SURFACES.  ONE WAS 30.59 FEET W OF THE MARK AND THE OTHER
 CB0896'WAS 31.05 FEET N BY E OF THE MARK.  MARKS ARE IN GOOD
 CB0896'CONDITION.
 CB0896'
 CB0896'MARK IS ON THE LAND OWNED BY THE UNIVERSITY OF TEXAS AND LEASED
 CB0896'BY ROY DIVIDSON, AND IS ABOUT 11 MILES SE OF BARNHART.
 CB0896'
 CB0896'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67, AND STATE
 CB0896'HIGHWAY 163 IN BARNHART, GO E ON U.S. HIGHWAY 67 FOR 0.25 MILE,
 CB0896'TAKE RIGHT FORK, GO 3.5 MILES, TURN RIGHT ACROSS RAILROAD
 CB0896'TRACKS, GO 4.65 MILES S AND E TO GATE, PASS THROUGH, TURN
 CB0896'RIGHT GO 0.65 MILE TO FORKS, TAKE LEFT FORK, GO 1.9 MILE
 CB0896'TO GATE AT WINDMILL, PASS THROUGH, TURN LEFT, GO 0.25 MILE
 CB0896'TO FORKS, TAKE RIGHT FORK, GO 0.9 MILE TO GATE, PASS THROUGH,
 CB0896'CONTINUE AHEAD 0.8 MILE TO GATE, PASS THROUGH, GO 0.05 MILE
 CB0896'TO NOUGES RANCH, PASS TO RIGHT OF RANCH HOUSE THROUGH GATE,
 CB0896'BEAR LEFT, PASS THROUGH TWO GATES S OF RANCH HOUSE, TAKE
 CB0896'MIDDLE ROAD AT THREE-WAY FORKS, GO 2.35 MILES SE TO TOP OF
 CB0896'RIDGE, TURN LEFT, GO 200 FEET TO MARK.  MARK WAS TIED
 CB0896'INTO U.S.C. AND G.S.  TRIANGULATION STATION NOUGES, WHICH IS 34.071
 CB0896'METERS (111.77 FEET) S OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0945 ***********************************************************************
 CB0945  DESIGNATION -  USGS MARK NEAR STATION BARNHART
 CB0945  PID         -  CB0945
 CB0945  STATE/COUNTY-  TX/CROCKETT
 CB0945  USGS QUAD   -  BARNHART SW (1971)
 CB0945
 CB0945                         *CURRENT SURVEY CONTROL
 CB0945  ___________________________________________________________________
 CB0945* NAD 83(1993)-  31 04 12.17789(N)    101 09 03.24183(W)     ADJUSTED  
 CB0945* NAVD 88     -       818.     (meters)    2684.     (feet)  SCALED    
 CB0945  ___________________________________________________________________
 CB0945  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 CB0945  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CB0945
 CB0945  HORZ ORDER  -  SECOND
 CB0945
 CB0945.The horizontal coordinates were established by classical geodetic methods
 CB0945.and adjusted by the National Geodetic Survey in February 1996..
 CB0945
 CB0945.The orthometric height was scaled from a topographic map.
 CB0945
 CB0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0945
 CB0945.The geoid height was determined by GEOID03.
 CB0945
 CB0945;                    North         East     Units Scale Factor Converg.
 CB0945;SPC TX C     - 3,155,858.745   621,985.858   MT  0.99988246   -0 25 15.9
 CB0945;SPC TX C     -10,353,846.57  2,040,631.94   sFT  0.99988246   -0 25 15.9
 CB0945;UTM  14      - 3,439,353.667   294,789.561   MT  1.00011947   -1 06 37.6
 CB0945
 CB0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0945!SPC TX C     -   0.99987525  x   0.99988246  =   0.99975772
 CB0945!UTM  14      -   0.99987525  x   1.00011947  =   0.99999470
 CB0945
 CB0945:                Primary Azimuth Mark                     Grid Az
 CB0945:SPC TX C     -  NINE MILE                                221 15 34.9
 CB0945:UTM  14      -  NINE MILE                                221 56 56.6
 CB0945
 CB0945|---------------------------------------------------------------------|
 CB0945| PID    Reference Object                     Distance      Geod. Az  |
 CB0945|                                                           dddmmss.s |
 CB0945| CB0950 NINE MILE                           APPROX. 8.9 KM 2205019.0 |
 CB0945|---------------------------------------------------------------------|
 CB0945
 CB0945                          SUPERSEDED SURVEY CONTROL
 CB0945
 CB0945  NAD 83(1986)-  31 04 12.18690(N)    101 09 03.22640(W) AD(       ) 2
 CB0945  NAD 27      -  31 04 11.59900(N)    101 09 01.81800(W) AD(       ) 2
 CB0945
 CB0945.Superseded values are not recommended for survey control.
 CB0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0945.See file dsdata.txt to determine how the superseded data were derived.
 CB0945
 CB0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV9479039354(NAD 83)
 CB0945_MARKER: A = ALUMINUM MARKER
 CB0945_SETTING: 80 = SET IN A BOULDER
 CB0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0945+STABILITY: SURFACE MOTION
 CB0945
 CB0945  HISTORY     - Date     Condition        Report By
 CB0945  HISTORY     - 1919     MONUMENTED       CGS
 CB0945  HISTORY     - 1935     GOOD             NGS
 CB0945
 CB0945                          STATION DESCRIPTION
 CB0945
 CB0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 (CIA)
 CB0945'STATION LOCATED 3-1/2 MILES S AND 1 MILE E OF BARNHART, ON THE
 CB0945'HIGHEST POINT OF A FLAT RIDGE ON THE E.H. LINTHICUM RANCH.
 CB0945'
 CB0945'MARK IS AN ALUMINUM DISK SET IN A BOULDER 1 FOOT SQUARE, NOT
 CB0945'STAMPED, BUT PROBABLY STATION BARNHART.  ONE REFERENCE MARK
 CB0945'WAS RECOVERED, 6.610 METERS (21.69 FEET) W OF THE STATION.
 CB0945'TWO OTHER REFERENCE MARKS WERE FOUND LAYING ON THE SURFACE
 CB0945'OF THE GROUND.
 CB0945'
 CB0945'A TIE WAS MADE TO U.S.C. AND G.S. BARNHART WHICH IS 28.298
 CB0945'METERS (92.84 FEET) W OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0673 ***********************************************************************
 CE0673  DESIGNATION -  UTEP
 CE0673  PID         -  CE0673
 CE0673  STATE/COUNTY-  TX/EL PASO
 CE0673  USGS QUAD   -  SMELTERTOWN (1994)
 CE0673
 CE0673                         *CURRENT SURVEY CONTROL
 CE0673  ___________________________________________________________________
 CE0673* NAD 83(1993)-  31 46 22.13939(N)    106 30 23.35201(W)     ADJUSTED  
 CE0673* NAVD 88     -      1233.3    (meters)    4046.     (feet)  VERTCON   
 CE0673  ___________________________________________________________________
 CE0673  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 CE0673  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0673
 CE0673  HORZ ORDER  -  FIRST
 CE0673
 CE0673.The horizontal coordinates were established by classical geodetic methods
 CE0673.and adjusted by the National Geodetic Survey in February 1996..
 CE0673
 CE0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0673
 CE0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0673
 CE0673.The geoid height was determined by GEOID03.
 CE0673
 CE0673;                    North         East     Units Scale Factor Converg.
 CE0673;SPC TX C     - 3,249,706.335   115,561.974   MT  0.99997218   -3 10 46.3
 CE0673;SPC TX C     -10,661,744.87    379,139.58   sFT  0.99997218   -3 10 46.3
 CE0673;UTM  13      - 3,516,242.202   357,347.163   MT  0.99985098   -0 47 36.2
 CE0673
 CE0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0673!SPC TX C     -   0.99981015  x   0.99997218  =   0.99978233
 CE0673!UTM  13      -   0.99981015  x   0.99985098  =   0.99966116
 CE0673
 CE0673|---------------------------------------------------------------------|
 CE0673| PID    Reference Object                     Distance      Geod. Az  |
 CE0673|                                                           dddmmss.s |
 CE0673| CC7580 UTEP RM 1                            15.728 METERS 08050     |
 CE0673| CE0671 UTEP AZ MK                          APPROX. 0.7 KM 1420524.1 |
 CE0673| CC7581 UTEP RM 2                             4.136 METERS 19539     |
 CE0673|---------------------------------------------------------------------|
 CE0673
 CE0673                          SUPERSEDED SURVEY CONTROL
 CE0673
 CE0673  NAD 83(1993)-  31 46 22.13947(N)    106 30 23.35120(W) AD(       ) 1
 CE0673  NAD 83(1986)-  31 46 22.14191(N)    106 30 23.35124(W) AD(       ) 1
 CE0673  NAD 27      -  31 46 21.75162(N)    106 30 21.39572(W) AD(       ) 1
 CE0673  NGVD 29 (07/19/86) 1232.8    (m)         4045.     (f) VERT ANG       
 CE0673
 CE0673.Superseded values are not recommended for survey control.
 CE0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0673.See file dsdata.txt to determine how the superseded data were derived.
 CE0673
 CE0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5734716242(NAD 83)
 CE0673_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0673_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CE0673+WITH SETTING: PAVEMENT
 CE0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0673+STABILITY: SURFACE MOTION
 CE0673
 CE0673  HISTORY     - Date     Condition        Report By
 CE0673  HISTORY     - 1981     MONUMENTED       NGS
 CE0673  HISTORY     - 19951227 GOOD             USPSQD
 CE0673
 CE0673                          STATION DESCRIPTION
 CE0673
 CE0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0673'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) NORTHWEST OF THE
 CE0673'CENTER OF EL PASO AND ON THE UNIVERSITY OF TEXAS AT
 CE0673'EL PASO CAMPUS.
 CE0673'OWNERSHIP--UNIVERSITY OF TEXAS AT EL PASO, PERMISSION FROM
 CE0673'W.R. OBENOUR, ASSISTANT DIRECTOR PHYSICAL PLANT DEPARTMENT,
 CE0673'EL PASO, TEXAS 79968, TELEPHONE NUMBER 915-747-5516.
 CE0673'
 CE0673'TO REACH THE STATION FROM THE INTERSECTION OF SUN BOWL ROAD
 CE0673'AND SCHUSTER AVENUE, GO SOUTH AND EAST ON SCHUSTER AVENUE
 CE0673'FOR 0.6 KM (0.4 MI) TO HAWTHORNE STREET.  TURN LEFT AND GO
 CE0673'NORTH ON HAWTHORNE STREET FOR 0.8 KM (0.5 MI) TO THE
 CE0673'JUNCTION OF RIM ROAD AND AZIMUTH MARK ON THE LEFT IN THE
 CE0673'NORTHWEST CORNER OF THE INTERSECTION.  CONTINUE NORTH ON
 CE0673'HAWTHORNE STREET FOR 0.6 KM (0.4 MI) TO A GEOLOGY BUILDING
 CE0673'AND THE END OF HAWTHORNE STREET.  PACK NORTHERLY FOR
 CE0673'APPROXIMATELY 200 METERS UP HILL TO THE HIGHEST PART OF THE
 CE0673'HILL AND THE STATION.
 CE0673'
 CE0673'THE STATION IS A STANDARD NGS DISK
 CE0673'STAMPED---UTEP 1981---,
 CE0673'CEMENTED INTO A DRILL HOLE IN A CONCRETE SLAB THAT MEASURES
 CE0673'2.6 METERS BY 3.7 METERS AND 0.35 METER IN THICKNESS.  THE
 CE0673'STATION MARK IS RECESSED 10 CENTIMETERS IN A PARTIAL HOLE
 CE0673'IN THE CONCRETE SLAB.
 CE0673'IT IS LOCATED
 CE0673'7.35 METERS NORTH FROM THE CABLE TV ANTENNA,
 CE0673'2.95 METERS SOUTH-SOUTHWEST FROM THE NORTHEAST CORNER OF A
 CE0673'CONCRETE SLAB, AND
 CE0673'2.70 METERS SOUTH-SOUTHEAST FROM THE NORTHWEST CORNER OF THE
 CE0673'CONCRETE SLAB.
 CE0673'
 CE0673'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CE0673'STAMPED---UTEP NO 1 1981---,
 CE0673'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 CE0673'20.90 METERS NORTHEAST FROM THE CABLE TV ANTENNA,
 CE0673'13.3 METERS EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A
 CE0673'CONCRETE SLAB, AND
 CE0673'7.30 METERS SOUTH-SOUTHWEST FROM A 3 CM IN DIAMETER METAL PIPE.
 CE0673'MARK IS BELOW STATION 2.0 METERS.
 CE0673'
 CE0673'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CE0673'STAMPED---UTEP NO 2 1981---,
 CE0673'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 CE0673'3.5 METERS SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 CE0673'CONCRETE SLAB,
 CE0673'3.30 METERS NORTH-NORTHEAST FROM THE CABLE TV ANTENNA, AND
 CE0673'3.0 METERS SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 CE0673'CONCRETE SLAB.
 CE0673'MARK IS BELOW STATION 0.2 METERS.
 CE0673'
 CE0673'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK
 CE0673'STAMPED---UTEP 1981---,
 CE0673'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0673'FLUSH WITH GROUND.  IT IS LOCATED
 CE0673'15.0 METERS WEST FROM THE CENTER OF HAWTHORNE STREET,
 CE0673'9.0 METERS NORTH FROM THE CENTER OF RIM ROAD,
 CE0673'1.8 METERS WEST-NORTHWEST FROM UTILITY POLE NUMBER 11124, AND
 CE0673'0.6 METERS NORTH FROM THE END OF A SIDEWALK.
 CE0673'
 CE0673'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 CE0673
 CE0673                          STATION RECOVERY (1995)
 CE0673
 CE0673'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0671 ***********************************************************************
 CE0671  DESIGNATION -  UTEP AZ MK
 CE0671  PID         -  CE0671
 CE0671  STATE/COUNTY-  TX/EL PASO
 CE0671  USGS QUAD   -  SMELTERTOWN (1994)
 CE0671
 CE0671                         *CURRENT SURVEY CONTROL
 CE0671  ___________________________________________________________________
 CE0671* NAD 83(1993)-  31 46 03.65384(N)    106 30 06.50195(W)     ADJUSTED  
 CE0671* NAVD 88     -      1163.9    (meters)    3819.     (feet)  VERTCON   
 CE0671  ___________________________________________________________________
 CE0671  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CE0671  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CE0671
 CE0671  HORZ ORDER  -  SECOND
 CE0671
 CE0671.The horizontal coordinates were established by classical geodetic methods
 CE0671.and adjusted by the National Geodetic Survey in February 1996..
 CE0671.No horizontal observational check was made to the station.
 CE0671
 CE0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0671
 CE0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0671
 CE0671.The geoid height was determined by GEOID03.
 CE0671
 CE0671;                    North         East     Units Scale Factor Converg.
 CE0671;SPC TX C     - 3,249,113.276   115,973.094   MT  0.99997098   -3 10 37.7
 CE0671;SPC TX C     -10,659,799.14    380,488.39   sFT  0.99997098   -3 10 37.7
 CE0671;UTM  13      - 3,515,666.844   357,782.565   MT  0.99984945   -0 47 26.9
 CE0671
 CE0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0671!SPC TX C     -   0.99982105  x   0.99997098  =   0.99979203
 CE0671!UTM  13      -   0.99982105  x   0.99984945  =   0.99967052
 CE0671
 CE0671                          SUPERSEDED SURVEY CONTROL
 CE0671
 CE0671  NAD 83(1993)-  31 46 03.65397(N)    106 30 06.50107(W) AD(       ) 2
 CE0671  NAD 83(1986)-  31 46 03.65637(N)    106 30 06.50111(W) AD(       ) 2
 CE0671  NAD 27      -  31 46 03.26543(N)    106 30 04.54614(W) AD(       ) 2
 CE0671  NGVD 29 (07/19/86) 1163.4    (m)         3817.     (f) VERT ANG       
 CE0671
 CE0671.Superseded values are not recommended for survey control.
 CE0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0671.See file dsdata.txt to determine how the superseded data were derived.
 CE0671
 CE0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5778315667(NAD 83)
 CE0671_MARKER: DZ = AZIMUTH MARK DISK
 CE0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0671_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0671+STABILITY: SURFACE MOTION
 CE0671
 CE0671  HISTORY     - Date     Condition        Report By
 CE0671  HISTORY     - 1981     MONUMENTED       NGS
 CE0671  HISTORY     - 19951227 GOOD             USPSQD
 CE0671
 CE0671                          STATION DESCRIPTION
 CE0671
 CE0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0671'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) NORTHWEST OF THE
 CE0671'CENTER OF EL PASO AND ON THE UNIVERSITY OF TEXAS AT EL PASO.
 CE0671'OWNERSHIP--UNIVERSITY OF TEXAS AT EL PASO, PERMISSION WAS
 CE0671'GRANTED BY W.R. OBENOUR, ASSISTANT DIRECTOR, PHYSICAL PLANT
 CE0671'DEPARTMENT, EL PASO, TEXAS 79968, TELEPHONE NUMBER 915-747-5516.
 CE0671'
 CE0671'TO REACH THE STATION FROM THE JUNCTION OF SUN BOWL ROAD AND
 CE0671'SCHUSTER AVENUE, GO SOUTH AND EAST ON SCHUSTER AVENUE FOR 0.6 KM
 CE0671'(0.4 MI) TO HAWTHORNE STREET.  TURN LEFT AND GO NORTH ON
 CE0671'HAWTHORNE STREET FOR 0.8 KM (0.5 MI) TO THE JUNCTION WITH
 CE0671'RIM ROAD AND THE MARK ON THE LEFT IN THE NORTHWEST CORNER
 CE0671'OF THE INTERSECTION.
 CE0671'
 CE0671'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CE0671'STAMPED---UTEP 1981---,
 CE0671'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0671'FLUSH WITH GROUND.  IT IS LOCATED
 CE0671'15.0 METERS WEST FROM THE CENTER OF HAWTHORNE STREET,
 CE0671'9.0 METERS NORTH FROM THE CENTER OF RIM ROAD,
 CE0671'1.8 METERS WEST-NORTHWEST FROM UTILITY POLE NUMBER 11124, AND
 CE0671'0.6 METERS NORTH FROM THE END WEST OF A SIDE WALL.
 CE0671'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CE0671'STAMPED---UTEP 1981---,
 CE0671'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0671'
 CE0671'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CE0671
 CE0671                          STATION RECOVERY (1995)
 CE0671
 CE0671'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5481 ***********************************************************************
 DG5481  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5481  DESIGNATION -  UTEP COOP CORS ARP
 DG5481  CORS_ID     -  UTEP
 DG5481  PID         -  DG5481
 DG5481  STATE/COUNTY-  TX/EL PASO
 DG5481  USGS QUAD   -  SMELTERTOWN (1994)
 DG5481
 DG5481                         *CURRENT SURVEY CONTROL
 DG5481  ___________________________________________________________________
 DG5481* NAD 83(CORS)-  31 46 22.43366(N)    106 30 22.66784(W)     ADJUSTED  
 DG5481* NAVD 88     -                                                        
 DG5481  ___________________________________________________________________
 DG5481  EPOCH DATE  -        2002.00
 DG5481  X           -  -1,542,318.158 (meters)                     COMP
 DG5481  Y           -  -5,204,678.382 (meters)                     COMP
 DG5481  Z           -   3,339,687.356 (meters)                     COMP
 DG5481  ELLIP HEIGHT-        1211.61  (meters)          (02/??/04) GPS OBS
 DG5481  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 DG5481
 DG5481  HORZ ORDER  -  SPECIAL (CORS)
 DG5481  ELLP ORDER  -  SPECIAL (CORS)
 DG5481
 DG5481.ITRF positions are available for this station.
 DG5481.The coordinates were established by GPS observations
 DG5481.and adjusted by the National Geodetic Survey in February 2004..
 DG5481.The coordinates are valid at the epoch date displayed above.
 DG5481.The epoch date for horizontal control is a decimal equivalence
 DG5481.of Year/Month/Day.
 DG5481
 DG5481
 DG5481.The PID for the CORS L1 Phase Center is DG5482.
 DG5481
 DG5481.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5481
 DG5481.The ellipsoidal height was determined by GPS observations
 DG5481.and is referenced to NAD 83.
 DG5481
 DG5481.The geoid height was determined by GEOID03.
 DG5481
 DG5481;                    North         East     Units Scale Factor Converg.
 DG5481;SPC TX C     - 3,249,714.387   115,580.451   MT  0.99997220   -3 10 46.0
 DG5481;SPC TX C     -10,661,771.28    379,200.20   sFT  0.99997220   -3 10 46.0
 DG5481
 DG5481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5481!SPC TX C     -   0.99980979  x   0.99997220  =   0.99978199
 DG5481
 DG5481                          SUPERSEDED SURVEY CONTROL
 DG5481
 DG5481.No superseded survey control is available for this station.
 DG5481
 DG5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5736516251(NAD 83)
 DG5481_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5481
 DG5481                          STATION DESCRIPTION
 DG5481
 DG5481'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5481'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5481'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5481'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5481'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5481'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5482 ***********************************************************************
 DG5482  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5482  DESIGNATION -  UTEP COOP CORS L1 PHASE CENTER
 DG5482  CORS_ID     -  UTEP
 DG5482  PID         -  DG5482
 DG5482  STATE/COUNTY-  TX/EL PASO
 DG5482  USGS QUAD   -  SMELTERTOWN (1994)
 DG5482
 DG5482                         *CURRENT SURVEY CONTROL
 DG5482  ___________________________________________________________________
 DG5482* NAD 83(CORS)-  31 46 22.43365(N)    106 30 22.66780(W)     ADJUSTED  
 DG5482* NAVD 88     -                                                        
 DG5482  ___________________________________________________________________
 DG5482  EPOCH DATE  -        2002.00
 DG5482  X           -  -1,542,318.176 (meters)                     COMP
 DG5482  Y           -  -5,204,678.448 (meters)                     COMP
 DG5482  Z           -   3,339,687.398 (meters)                     COMP
 DG5482  ELLIP HEIGHT-        1211.69  (meters)          (02/??/04) GPS OBS
 DG5482  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 DG5482
 DG5482  HORZ ORDER  -  SPECIAL (CORS)
 DG5482  ELLP ORDER  -  SPECIAL (CORS)
 DG5482
 DG5482.ITRF positions are available for this station.
 DG5482.The coordinates were established by GPS observations
 DG5482.and adjusted by the National Geodetic Survey in February 2004..
 DG5482.The coordinates are valid at the epoch date displayed above.
 DG5482.The epoch date for horizontal control is a decimal equivalence
 DG5482.of Year/Month/Day.
 DG5482
 DG5482
 DG5482.The PID for the CORS ARP is DG5481.
 DG5482
 DG5482.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5482
 DG5482.The ellipsoidal height was determined by GPS observations
 DG5482.and is referenced to NAD 83.
 DG5482
 DG5482.The geoid height was determined by GEOID03.
 DG5482
 DG5482;                    North         East     Units Scale Factor Converg.
 DG5482;SPC TX C     - 3,249,714.386   115,580.452   MT  0.99997220   -3 10 46.0
 DG5482;SPC TX C     -10,661,771.28    379,200.20   sFT  0.99997220   -3 10 46.0
 DG5482
 DG5482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5482!SPC TX C     -   0.99980977  x   0.99997220  =   0.99978198
 DG5482
 DG5482                          SUPERSEDED SURVEY CONTROL
 DG5482
 DG5482.No superseded survey control is available for this station.
 DG5482
 DG5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5736516251(NAD 83)
 DG5482_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5482
 DG5482                          STATION DESCRIPTION
 DG5482
 DG5482'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5482'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5482'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5482'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5482'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5482'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5483 ***********************************************************************
 DG5483  DESIGNATION -  UTEP COOP MON
 DG5483  PID         -  DG5483
 DG5483  STATE/COUNTY-  TX/EL PASO
 DG5483  USGS QUAD   -  SMELTERTOWN (1994)
 DG5483
 DG5483                         *CURRENT SURVEY CONTROL
 DG5483  ___________________________________________________________________
 DG5483* NAD 83(CORS)-  31 46 22.43366(N)    106 30 22.66784(W)     ADJUSTED  
 DG5483* NAVD 88     -                                                        
 DG5483  ___________________________________________________________________
 DG5483  EPOCH DATE  -        2002.00
 DG5483  X           -  -1,542,318.141 (meters)                     COMP
 DG5483  Y           -  -5,204,678.325 (meters)                     COMP
 DG5483  Z           -   3,339,687.319 (meters)                     COMP
 DG5483  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DG5483  ELLIP HEIGHT-        1211.54  (meters)          (02/??/04) GPS OBS
 DG5483  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 DG5483
 DG5483  HORZ ORDER  -  A
 DG5483  ELLP ORDER  -  FOURTH    CLASS I
 DG5483
 DG5483.ITRF positions are available for this station.
 DG5483.The horizontal coordinates were established by GPS observations
 DG5483.and adjusted by the National Geodetic Survey in February 2004..
 DG5483.The horizontal coordinates are valid at the epoch date displayed above.
 DG5483.The epoch date for horizontal control is a decimal equivalence
 DG5483.of Year/Month/Day.
 DG5483
 DG5483
 DG5483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5483
 DG5483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5483
 DG5483.The ellipsoidal height was determined by GPS observations
 DG5483.and is referenced to NAD 83.
 DG5483
 DG5483.The geoid height was determined by GEOID03.
 DG5483
 DG5483;                    North         East     Units Scale Factor Converg.
 DG5483;SPC TX C     - 3,249,714.387   115,580.451   MT  0.99997220   -3 10 46.0
 DG5483;SPC TX C     -10,661,771.28    379,200.20   sFT  0.99997220   -3 10 46.0
 DG5483;UTM  13      - 3,516,251.014   357,365.286   MT  0.99985092   -0 47 35.8
 DG5483
 DG5483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5483!SPC TX C     -   0.99980980  x   0.99997220  =   0.99978200
 DG5483!UTM  13      -   0.99980980  x   0.99985092  =   0.99966075
 DG5483
 DG5483                          SUPERSEDED SURVEY CONTROL
 DG5483
 DG5483.No superseded survey control is available for this station.
 DG5483
 DG5483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5736516251(NAD 83)
 DG5483_STAMPING: NONE
 DG5483'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'UTEP'
 DG5483'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DG5483'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5483'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5483'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5483'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DG5483'
 DG5483' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0008 ***********************************************************************
 FL0008  DESIGNATION -  UU 137
 FL0008  PID         -  FL0008
 FL0008  STATE/COUNTY-  TX/HEMPHILL
 FL0008  USGS QUAD   -  CANADIAN EAST (1972)
 FL0008
 FL0008                         *CURRENT SURVEY CONTROL
 FL0008  ___________________________________________________________________
 FL0008* NAD 83(1986)-  35 55 54.     (N)    100 22 26.     (W)     SCALED    
 FL0008* NAVD 88     -       709.420  (meters)    2327.49   (feet)  ADJUSTED  
 FL0008  ___________________________________________________________________
 FL0008  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FL0008  DYNAMIC HT  -         708.663 (meters)    2325.01  (feet)  COMP
 FL0008  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 FL0008
 FL0008  VERT ORDER  -  FIRST     CLASS II
 FL0008
 FL0008.The horizontal coordinates were scaled from a topographic map and have
 FL0008.an estimated accuracy of +/- 6 seconds.
 FL0008
 FL0008.The orthometric height was determined by differential leveling
 FL0008.and adjusted by the National Geodetic Survey in June 1991..
 FL0008
 FL0008.The geoid height was determined by GEOID03.
 FL0008
 FL0008.The dynamic height is computed by dividing the NAVD 88
 FL0008.geopotential number by the normal gravity value computed on the
 FL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0008.degrees latitude (g = 980.6199 gals.).
 FL0008
 FL0008.The modeled gravity was interpolated from observed gravity values.
 FL0008
 FL0008;                    North         East    Units  Estimated Accuracy
 FL0008;SPC TX N     - 1,214,880.      301,620.      MT  (+/- 180 meters Scaled)
 FL0008
 FL0008                          SUPERSEDED SURVEY CONTROL
 FL0008
 FL0008  NGVD 29 (??/??/92)  709.076  (m)         2326.36   (f) ADJ UNCH    1 2
 FL0008
 FL0008.Superseded values are not recommended for survey control.
 FL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0008.See file dsdata.txt to determine how the superseded data were derived.
 FL0008
 FL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE760772(NAD 83)
 FL0008_MARKER: DB = BENCH MARK DISK
 FL0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0008_SP_SET: BRIDGE
 FL0008_STAMPING: UU-137 1934
 FL0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0008
 FL0008  HISTORY     - Date     Condition        Report By
 FL0008  HISTORY     - 1934     MONUMENTED       CGS
 FL0008
 FL0008                          STATION DESCRIPTION
 FL0008
 FL0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0008'1.1 MI NE FROM CANADIAN.
 FL0008'1.1 MILES NORTHEAST OF AT AND SF DEPOT, AT CANADIAN IN THE TOP OF THE
 FL0008'EAST WING WALL AT THE SOUTH END OF ATCHISON TOPEKA AND SANTA FE
 FL0008'RAILROAD BRIDGE NO. 453A OVER THE CANADIAN RIVER.  8 FEET NORTHWEST OF
 FL0008'MILE POST 454.  12 FEET EAST OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0009 ***********************************************************************
 FL0009  DESIGNATION -  UU 137 RESET 1964
 FL0009  PID         -  FL0009
 FL0009  STATE/COUNTY-  TX/HEMPHILL
 FL0009  USGS QUAD   -  CANADIAN EAST (1972)
 FL0009
 FL0009                         *CURRENT SURVEY CONTROL
 FL0009  ___________________________________________________________________
 FL0009* NAD 83(1986)-  35 55 54.     (N)    100 22 26.     (W)     SCALED    
 FL0009* NAVD 88     -       710.00   (+/-2cm)    2329.4    (feet)  VERTCON   
 FL0009  ___________________________________________________________________
 FL0009  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FL0009
 FL0009  VERT ORDER  -  THIRD (See Below)
 FL0009
 FL0009.The horizontal coordinates were scaled from a topographic map and have
 FL0009.an estimated accuracy of +/- 6 seconds.
 FL0009
 FL0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0009.The vertical order pertains to the NGVD 29 superseded value.
 FL0009
 FL0009.The geoid height was determined by GEOID03.
 FL0009
 FL0009;                    North         East    Units  Estimated Accuracy
 FL0009;SPC TX N     - 1,214,880.      301,620.      MT  (+/- 180 meters Scaled)
 FL0009
 FL0009                          SUPERSEDED SURVEY CONTROL
 FL0009
 FL0009  NGVD 29 (01/29/03)  709.66   (m)         2328.3    (f) RESET       3  
 FL0009
 FL0009.Superseded values are not recommended for survey control.
 FL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0009.See file dsdata.txt to determine how the superseded data were derived.
 FL0009
 FL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE760772(NAD 83)
 FL0009_MARKER: DD = SURVEY DISK
 FL0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0009_SP_SET: ABUTMENT
 FL0009_STAMPING: UU 137 RESET 1964
 FL0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0009
 FL0009  HISTORY     - Date     Condition        Report By
 FL0009  HISTORY     - 1964     MONUMENTED       ATSFRR
 FL0009  HISTORY     - 1965     GOOD             NGS
 FL0009  HISTORY     - 1972     GOOD             USGS
 FL0009
 FL0009                          STATION DESCRIPTION
 FL0009
 FL0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FL0009'1.3 MI NE FROM CANADIAN.
 FL0009'ABOUT 1.3 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FL0009'RAILWAY FROM THE STATION AT CANADIAN, 9 FEET EAST OF RAILWAY STATION
 FL0009'481+60.28, AT THE SOUTH END OF BRIDGE 453.5 OVER THE CANADIAN RIVER,
 FL0009'AND IN THE TOP OF THE SOUTH CONCRETE ABUTMENT AND 9 FEET EAST OF THE
 FL0009'CENTER LINE OF THE TRACK.
 FL0009
 FL0009                          STATION RECOVERY (1972)
 FL0009
 FL0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4224 ***********************************************************************
 AB4224  SACS        -  This is a Secondary Airport Control Station.
 AB4224  DESIGNATION -  UVA A
 AB4224  PID         -  AB4224
 AB4224  STATE/COUNTY-  TX/UVALDE
 AB4224  USGS QUAD   -  GARNER FIELD (1971)
 AB4224
 AB4224                         *CURRENT SURVEY CONTROL
 AB4224  ___________________________________________________________________
 AB4224* NAD 83(1993)-  29 12 17.18208(N)    099 44 27.32120(W)     ADJUSTED  
 AB4224* NAVD 88     -       281.60   (meters)     923.9    (feet)  GPS OBS   
 AB4224  ___________________________________________________________________
 AB4224  X           -    -942,749.598 (meters)                     COMP
 AB4224  Y           -  -5,491,692.274 (meters)                     COMP
 AB4224  Z           -   3,093,858.390 (meters)                     COMP
 AB4224  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AB4224  ELLIP HEIGHT-         258.42  (meters)          (02/27/01) GPS OBS
 AB4224  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AB4224
 AB4224  HORZ ORDER  -  FIRST
 AB4224  ELLP ORDER  -  FOURTH    CLASS II
 AB4224
 AB4224.This mark is at Garner Fld (UVA) Airport (UVA)
 AB4224
 AB4224.The horizontal coordinates were established by GPS observations
 AB4224.and adjusted by the National Geodetic Survey in July 1996..
 AB4224
 AB4224.The orthometric height was determined by GPS observations and a
 AB4224.high-resolution geoid model.
 AB4224
 AB4224.GPS derived orthometric heights for airport stations designated as
 AB4224.PACS or SACS are published to 2 decimal places.  This maintains
 AB4224.centimeter relative accuracy between the PACS and SACS.  It does
 AB4224.not indicate centimeter accuracy relative to other marks which are
 AB4224.part of the NAVD 88 network.
 AB4224
 AB4224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4224
 AB4224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4224
 AB4224.The ellipsoidal height was determined by GPS observations
 AB4224.and is referenced to NAD 83.
 AB4224
 AB4224.The geoid height was determined by GEOID03.
 AB4224
 AB4224;                    North         East     Units Scale Factor Converg.
 AB4224;SPC TXSC     - 4,152,220.043   527,958.216   MT  0.99986581   -0 21 46.8
 AB4224;SPC TXSC     -13,622,741.92  1,732,142.91   sFT  0.99986581   -0 21 46.8
 AB4224;UTM  14      - 3,230,900.268   427,975.827   MT  0.99966401   -0 21 41.5
 AB4224
 AB4224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4224!SPC TXSC     -   0.99995941  x   0.99986581  =   0.99982523
 AB4224!UTM  14      -   0.99995941  x   0.99966401  =   0.99962344
 AB4224
 AB4224                          SUPERSEDED SURVEY CONTROL
 AB4224
 AB4224  ELLIP H (07/01/96)  258.55   (m)                       GP(       ) 4 2
 AB4224
 AB4224.Superseded values are not recommended for survey control.
 AB4224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4224.See file dsdata.txt to determine how the superseded data were derived.
 AB4224
 AB4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2797630900(NAD 83)
 AB4224_MARKER: I = METAL ROD
 AB4224_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4224_STAMPING: UVA A 1995
 AB4224_MARK LOGO: NGS   
 AB4224_PROJECTION: FLUSH
 AB4224_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4224+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AB4224_ROD/PIPE-DEPTH: 3.14 meters
 AB4224_SLEEVE-DEPTH  : 1 meters
 AB4224
 AB4224  HISTORY     - Date     Condition        Report By
 AB4224  HISTORY     - 1995     MONUMENTED       NGS
 AB4224  HISTORY     - 20031030 GOOD             USPSQD
 AB4224
 AB4224                          STATION DESCRIPTION
 AB4224
 AB4224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB4224'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF KNIPPA,
 AB4224'2.5 MI (4.0 KM) EAST OF UVALDE AND AT GARNER FIELD AIRPORT.
 AB4224'OWNERSHIP--CITY OF UVALDE, BOX 799, UVALDE, TX 78801.  MANAGER IS MARK
 AB4224'HUFFSTULER, PHONE (210) 278-4912.  TO REACH THE STATION FROM THE
 AB4224'JUNCTION OF US HIGHWAYS 90 AND 83 IN UVALDE, GO NORTHEAST ON US
 AB4224'HIGHWAY 90 FOR 0.95 MI (1.53 KM) TO A ROAD FORK RIGHT AND THE
 AB4224'INTERSECTION OF FARM ROAD 1023, BEAR RIGHT AND GO EASTERLY ON FARM
 AB4224'ROAD 1023 FOR 1.55 MI (2.49 KM) TO FARM ROAD 1574 ON THE LEFT,
 AB4224'CONTINUE AHEAD AND GO EASTERLY ON 1023 FOR O.1 MI TO A PAVED ROAD
 AB4224'RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ON SULL ROSS DRIVE FOR 0.2 MI
 AB4224'(0.3 KM) TO THE SECOND OF TWO ROADS RIGHT, TURN RIGHT, PASSING THROUGH
 AB4224'A GATE AND GO SOUTH SOUTHWEST ACROSS PARKING AREA TO THE APRON, BEAR
 AB4224'RIGHT AND GO SOUTHWEST ACROSS THE APRON TO A TAXIWAY AHEAD, BEAR LEFT
 AB4224'AND GO SOUTH SOUTHWEST ON THE TAXIWAY FOR 0.25 MI (0.40 KM) TO THE
 AB4224'RUNWAY, CONTINUE AHEAD, CROSSING THE RUNWAY AND GO SOUTH SOUTHWEST FOR
 AB4224'0.05 MI (0.08 KM) TO A TAXIWAY INTERSECTION, TURN LEFT AND GO SOUTH
 AB4224'SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.65 MI (1.05 KM) TO THE STATION
 AB4224'ON THE LEFT.  THE STATION IS 241.5 FT (73.6 M) WEST SOUTHWEST OF THE
 AB4224'RUNWAY CENTER, 170.0 FT (51.8 M) SOUTH SOUTHWEST OF THE SOUTH
 AB4224'SOUTHWEST CORNER OF A VASI LIGHT, 85.3 FT (26.0 M) NORTH NORTHWEST OF
 AB4224'THE CENTER OF A ENTRY TAXIWAY, 84.1 FT (25.6 M) WEST OF A
 AB4224'TAXIWAY/RUNWAY HOLD POSITION SIGN, 60.0 FT (18.3 M) EAST NORTHEAST OF
 AB4224'THE PARALLEL TAXIWAY CENTER AND 2.0 FT (0.6 M) SOUTH SOUTHEAST OF A
 AB4224'WITNESS POST.  DRL.
 AB4224
 AB4224                          STATION RECOVERY (2003)
 AB4224
 AB4224'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AB4224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2050 ***********************************************************************
 AY2050  DESIGNATION -  UVALDE BAPTIST CHURCH SPIRE
 AY2050  PID         -  AY2050
 AY2050  STATE/COUNTY-  TX/UVALDE
 AY2050  USGS QUAD   -  UVALDE (1971)
 AY2050
 AY2050                         *CURRENT SURVEY CONTROL
 AY2050  ___________________________________________________________________
 AY2050* NAD 83(1993)-  29 12 41.02141(N)    099 47 20.59729(W)     ADJUSTED  
 AY2050* NAVD 88     -                                                        
 AY2050  ___________________________________________________________________
 AY2050  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AY2050  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY2050
 AY2050  HORZ ORDER  -  THIRD
 AY2050
 AY2050.The horizontal coordinates were established by classical geodetic methods
 AY2050.and adjusted by the National Geodetic Survey in February 1996..
 AY2050
 AY2050
 AY2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2050
 AY2050.The geoid height was determined by GEOID03.
 AY2050
 AY2050;                    North         East     Units Scale Factor Converg.
 AY2050;SPC TXSC     - 4,152,984.522   523,283.216   MT  0.99986555   -0 23 11.6
 AY2050;SPC TXSC     -13,625,250.05  1,716,805.02   sFT  0.99986555   -0 23 11.6
 AY2050;UTM  14      - 3,231,664.476   423,301.730   MT  0.99967259   -0 23 06.4
 AY2050
 AY2050                          SUPERSEDED SURVEY CONTROL
 AY2050
 AY2050  NAD 83(1986)-  29 12 41.01929(N)    099 47 20.57785(W) AD(       ) 4
 AY2050  NAD 27      -  29 12 40.15935(N)    099 47 19.37093(W) AD(       ) 3
 AY2050
 AY2050.Superseded values are not recommended for survey control.
 AY2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2050.See file dsdata.txt to determine how the superseded data were derived.
 AY2050
 AY2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2330231664(NAD 83)
 AY2050_MARKER: 90 = CHURCH SPIRE
 AY2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2050+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AY2050
 AY2050  HISTORY     - Date     Condition        Report By
 AY2050  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2050  HISTORY     - 20021110 GOOD             USPSQD
 AY2050  HISTORY     - 20040512 GOOD             USPSQD
 AY2050
 AY2050                          STATION DESCRIPTION
 AY2050
 AY2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2050'THE STATION, UVALDE BAPTIST CHURCH SPIRE, IS THE CENTER OF A BALL
 AY2050'ATOP A SPIRE ON THE BELFRY OF THE FIRST BAPTIST CHURCH, LOCATED AT
 AY2050'THE INTERSECTION OF NORTH HIGH STREET AND WEST NORTH LANE IN UVALDE.
 AY2050'THE STRUCTURE HAS AN OVERALL HEIGHT OF ABOUT 90 FEET.  THE
 AY2050'BELFRY, SPIRE AND BALL ARE PAINTED WHITE.
 AY2050
 AY2050                          STATION RECOVERY (2002)
 AY2050
 AY2050'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY2050'RECOVERED IN GOOD CONDITION.
 AY2050
 AY2050                          STATION RECOVERY (2004)
 AY2050
 AY2050'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2037 ***********************************************************************
 AY2037  DESIGNATION -  UVALDE CABLE VISION MAST
 AY2037  PID         -  AY2037
 AY2037  STATE/COUNTY-  TX/UVALDE
 AY2037  USGS QUAD   -  KNIPPA (1971)
 AY2037
 AY2037                         *CURRENT SURVEY CONTROL
 AY2037  ___________________________________________________________________
 AY2037* NAD 83(1993)-  29 15 41.47756(N)    099 44 52.66542(W)     ADJUSTED  
 AY2037* NAVD 88     -                                                        
 AY2037  ___________________________________________________________________
 AY2037  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AY2037  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AY2037
 AY2037  HORZ ORDER  -  THIRD
 AY2037
 AY2037.The horizontal coordinates were established by classical geodetic methods
 AY2037.and adjusted by the National Geodetic Survey in February 1996..
 AY2037
 AY2037
 AY2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2037
 AY2037.The geoid height was determined by GEOID03.
 AY2037
 AY2037;                    North         East     Units Scale Factor Converg.
 AY2037;SPC TXSC     - 4,158,513.431   527,313.925   MT  0.99986406   -0 21 59.2
 AY2037;SPC TXSC     -13,643,389.48  1,730,029.10   sFT  0.99986406   -0 21 59.2
 AY2037;UTM  14      - 3,237,192.383   427,331.540   MT  0.99966516   -0 21 56.2
 AY2037
 AY2037                          SUPERSEDED SURVEY CONTROL
 AY2037
 AY2037  NAD 83(1986)-  29 15 41.47569(N)    099 44 52.64630(W) AD(       ) 4
 AY2037  NAD 27      -  29 15 40.62128(N)    099 44 51.44503(W) AD(       ) 3
 AY2037
 AY2037.Superseded values are not recommended for survey control.
 AY2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2037.See file dsdata.txt to determine how the superseded data were derived.
 AY2037
 AY2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2733237192(NAD 83)
 AY2037_MARKER: 42 = RADIO/TV MAST
 AY2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2037+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AY2037
 AY2037  HISTORY     - Date     Condition        Report By
 AY2037  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2037  HISTORY     - 20040512 GOOD             USPSQD
 AY2037
 AY2037                          STATION DESCRIPTION
 AY2037
 AY2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2037'THE STATION, UVALDE CABLE VISION MAST, IS THE LIGHT ATOP A TRIANGULAR
 AY2037'STEEL, GUYED MAST, PAINTED RED AND WHITE, THAT HAS NUMEROUS ANTENNAS
 AY2037'MOUNTED ON IT AND HAS AN OVERALL HEIGHT OF 240 FEET.  IT IS LOCATED
 AY2037'4 MILES NORTH AND 2 MILES EAST OF UVALDE AND IS OWNED BY THE
 AY2037'UVALDE TELEVISION CABLE COMPANY, 116 NORTH EAST STREET, UVALDE.
 AY2037'
 AY2037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM
 AY2037'ROAD 2369, 4.5 MILES NORTHEAST OF UVALDE, GO SOUTHWEST OF ROAD 2369
 AY2037'FOR 1.5 MILES TO A GATE ON THE RIGHT AT A POINT WHERE POWER LINES
 AY2037'CROSS THE ROAD.  TURN RIGHT, CROSSING A RAILROAD TRACK AND PASSING
 AY2037'THROUGH THE GATE, AND GO NORTHEAST ON A BLADED ROAD FOR 1.0 MILE
 AY2037'TO THE STATION ON TOP OF A HILL.
 AY2037
 AY2037                          STATION RECOVERY (2004)
 AY2037
 AY2037'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2056 ***********************************************************************
 AY2056  DESIGNATION -  UVALDE COASTAL ST GAS RAD MAST
 AY2056  PID         -  AY2056
 AY2056  STATE/COUNTY-  TX/UVALDE
 AY2056  USGS QUAD   -  UVALDE (1971)
 AY2056
 AY2056                         *CURRENT SURVEY CONTROL
 AY2056  ___________________________________________________________________
 AY2056* NAD 83(1993)-  29 09 29.36292(N)    099 51 19.82326(W)     ADJUSTED  
 AY2056* NAVD 88     -                                                        
 AY2056  ___________________________________________________________________
 AY2056  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AY2056  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AY2056
 AY2056  HORZ ORDER  -  THIRD
 AY2056
 AY2056.The horizontal coordinates were established by classical geodetic methods
 AY2056.and adjusted by the National Geodetic Survey in February 1996..
 AY2056
 AY2056
 AY2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2056
 AY2056.The geoid height was determined by GEOID03.
 AY2056
 AY2056;                    North         East     Units Scale Factor Converg.
 AY2056;SPC TXSC     - 4,147,130.003   516,779.326   MT  0.99986797   -0 25 08.8
 AY2056;SPC TXSC     -13,606,042.35  1,695,466.84   sFT  0.99986797   -0 25 08.8
 AY2056;UTM  14      - 3,225,810.846   416,799.252   MT  0.99968542   -0 25 00.6
 AY2056
 AY2056                          SUPERSEDED SURVEY CONTROL
 AY2056
 AY2056  NAD 83(1986)-  29 09 29.36052(N)    099 51 19.80350(W) AD(       ) 4
 AY2056  NAD 27      -  29 09 28.49286(N)    099 51 18.58852(W) AD(       ) 3
 AY2056
 AY2056.Superseded values are not recommended for survey control.
 AY2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2056.See file dsdata.txt to determine how the superseded data were derived.
 AY2056
 AY2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1679925811(NAD 83)
 AY2056_MARKER: 42 = RADIO/TV MAST
 AY2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY2056+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2002
 AY2056
 AY2056  HISTORY     - Date     Condition        Report By
 AY2056  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2056  HISTORY     - 20021110 GOOD             USPSQD
 AY2056
 AY2056                          STATION DESCRIPTION
 AY2056
 AY2056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2056'THE STATION, UVALDE RADIO MAST KFT 423, IS THE LIGHT ATOP A
 AY2056'TRIANGULAR STEEL, GUYED MAST, PAINTED RED AND WHITE, THAT HAS AN
 AY2056'OVERALL HEIGHT OF 360 FEET.  IT IS LOCATED ABOUT 3 MILES SOUTH AND
 AY2056'4.5 MILES WEST OF UVALDE, 0.1 MILE EAST OF FARM ROAD 481 AND IS
 AY2056'OWNED BY THE COASTAL STATES GAS PRODUCING COMPANY OF CORPUS
 AY2056'CHRISTI.
 AY2056'
 AY2056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM
 AY2056'ROAD 481 IN THE WEST PART OF UVALDE, GO SOUTHEAST, THEN SOUTHWEST,
 AY2056'THEN SOUTHEAST ON FARM ROAD 481 FOR 4.95 MILES TO A LOCKED GATE ON
 AY2056'THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE, AND GO EAST ACROSS
 AY2056'A PASTURE FOR 0.1 MILE TO THE STATION.
 AY2056
 AY2056                          STATION RECOVERY (2002)
 AY2056
 AY2056'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY2056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2052 ***********************************************************************
 AY2052  DESIGNATION -  UVALDE MEDINA ELEC COOP RAD MS
 AY2052  PID         -  AY2052
 AY2052  STATE/COUNTY-  TX/UVALDE
 AY2052  USGS QUAD   -  UVALDE (1971)
 AY2052
 AY2052                         *CURRENT SURVEY CONTROL
 AY2052  ___________________________________________________________________
 AY2052* NAD 83(1993)-  29 14 41.50577(N)    099 47 47.68639(W)     ADJUSTED  
 AY2052* NAVD 88     -                                                        
 AY2052  ___________________________________________________________________
 AY2052  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AY2052  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY2052
 AY2052  HORZ ORDER  -  THIRD
 AY2052
 AY2052.The horizontal coordinates were established by classical geodetic methods
 AY2052.and adjusted by the National Geodetic Survey in February 1996..
 AY2052
 AY2052
 AY2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2052
 AY2052.The geoid height was determined by GEOID03.
 AY2052
 AY2052;                    North         East     Units Scale Factor Converg.
 AY2052;SPC TXSC     - 4,156,698.459   522,576.887   MT  0.99986447   -0 23 24.9
 AY2052;SPC TXSC     -13,637,434.86  1,714,487.67   sFT  0.99986447   -0 23 24.9
 AY2052;UTM  14      - 3,235,377.685   422,595.455   MT  0.99967393   -0 23 21.1
 AY2052
 AY2052                          SUPERSEDED SURVEY CONTROL
 AY2052
 AY2052  NAD 83(1986)-  29 14 41.50360(N)    099 47 47.66721(W) AD(       ) 4
 AY2052  NAD 27      -  29 14 40.64673(N)    099 47 46.45992(W) AD(       ) 3
 AY2052
 AY2052.Superseded values are not recommended for survey control.
 AY2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2052.See file dsdata.txt to determine how the superseded data were derived.
 AY2052
 AY2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2259535378(NAD 83)
 AY2052_MARKER: 42 = RADIO/TV MAST
 AY2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY2052+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2002
 AY2052
 AY2052  HISTORY     - Date     Condition        Report By
 AY2052  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2052  HISTORY     - 20021109 GOOD             USPSQD
 AY2052
 AY2052                          STATION DESCRIPTION
 AY2052
 AY2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2052'THE STATION, UVALDE RADIO MAST KKO 527, IS THE LIGHT ATOP A
 AY2052'TRIANGULAR STEEL, GUYED MAST, PAINTED RED AND WHITE, THAT HAS A DISK
 AY2052'ANTENNA AT THE TOP AND AN OVERALL HEIGHT OF 200 FEET.  IT IS
 AY2052'LOCATED ABOUT 1 MILE WEST AND 2.5 MILES NORTH OF THE CENTER OF UVALDE
 AY2052'AND IS OWNED BY THE MEDINA ELECTRIC COOPERATIVE INCORPORATED, 2308
 AY2052'EIGHTEENTH STREET, HONDO, TEXAS, TELEPHONE NUMBER, 426-3334.
 AY2052'
 AY2052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AY2052'HIGHWAY 55 AT NORTH EDGE OF UVALDE, GO NORTHWEST ON HIGHWAY 55 FOR
 AY2052'0.1 MILE TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST
 AY2052'ON THE PAVED ROAD FOR 0.6 MILE TO A DIRT ROAD ON THE LEFT.  TURN
 AY2052'LEFT AND GO NORTHWEST ON THE DIRT ROAD FOR 0.25 MILE TO A DRIVEWAY ON
 AY2052'THE LEFT AT A HOUSE.  TURN LEFT AND GO SOUTH ON THE DRIVE FOR 0.05
 AY2052'MILE TO A GATE ON THE LEFT.  PASS THROUGH THE GATE AND CONTINUE
 AY2052'SOUTH, WORKING THROUGH BRUSH FOR 0.05 MILE TO THE STATION.
 AY2052'
 AY2052'NOTE--THE STATION ALSO HAS MICROWAVE FACILITIES.
 AY2052
 AY2052                          STATION RECOVERY (2002)
 AY2052
 AY2052'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2054 ***********************************************************************
 AY2054  DESIGNATION -  UVALDE MICROWAVE
 AY2054  PID         -  AY2054
 AY2054  STATE/COUNTY-  TX/UVALDE
 AY2054  USGS QUAD   -  UVALDE (1971)
 AY2054
 AY2054                         *CURRENT SURVEY CONTROL
 AY2054  ___________________________________________________________________
 AY2054* NAD 83(1993)-  29 14 11.17074(N)    099 48 21.00016(W)     ADJUSTED  
 AY2054* NAVD 88     -                                                        
 AY2054  ___________________________________________________________________
 AY2054  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AY2054  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY2054
 AY2054  HORZ ORDER  -  THIRD
 AY2054
 AY2054.The horizontal coordinates were established by classical geodetic methods
 AY2054.and adjusted by the National Geodetic Survey in February 1996..
 AY2054
 AY2054
 AY2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2054
 AY2054.The geoid height was determined by GEOID03.
 AY2054
 AY2054;                    North         East     Units Scale Factor Converg.
 AY2054;SPC TXSC     - 4,155,770.789   521,671.047   MT  0.99986471   -0 23 41.2
 AY2054;SPC TXSC     -13,634,391.33  1,711,515.76   sFT  0.99986471   -0 23 41.2
 AY2054;UTM  14      - 3,234,450.174   421,689.804   MT  0.99967567   -0 23 37.0
 AY2054
 AY2054                          SUPERSEDED SURVEY CONTROL
 AY2054
 AY2054  NAD 83(1986)-  29 14 11.16867(N)    099 48 20.98094(W) AD(       ) 4
 AY2054  NAD 27      -  29 14 10.31166(N)    099 48 19.77340(W) AD(       ) 3
 AY2054
 AY2054.Superseded values are not recommended for survey control.
 AY2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2054.See file dsdata.txt to determine how the superseded data were derived.
 AY2054
 AY2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2169034450(NAD 83)
 AY2054_MARKER: 44 = MICROWAVE MAST
 AY2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2054+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AY2054
 AY2054  HISTORY     - Date     Condition        Report By
 AY2054  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2054  HISTORY     - 20040512 GOOD             USPSQD
 AY2054
 AY2054                          STATION DESCRIPTION
 AY2054
 AY2054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2054'THE STATION, UVALDE MICROWAVE KYH 66, IS THE LIGHT ATOP A TRIANGULAR
 AY2054'STEEL, GUYED MAST, THAT HAS A DISH ANTENNA MOUNTED AT THE TOP AND
 AY2054'ANOTHER MOUNTED ABOUT 20 FEET BELOW THE TOP OF THE MAST.  IT HAS AN
 AY2054'OVERALL HEIGHT OF 300 FEET, IS LOCATED IN THE NORTHWEST PART OF
 AY2054'UVALDE AND IS OWNED BY THE SOUTHERN PACIFIC TRANSPORTATION
 AY2054'COMPANY.
 AY2054'
 AY2054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AY2054'HIGHWAY 55 IN UVALDE, GO NORTHWEST ON HIGHWAY 55 FOR 0.65 MILE TO A
 AY2054'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.05
 AY2054'MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 AY2054'0.1 MILE TO A METAL GATE ON THE LEFT.  TURN LEFT AND GO SOUTH,
 AY2054'PASSING THROUGH THE GATE, FOR 0.05 MILE TO ANOTHER GATE.  PASS
 AY2054'THROUGH THE GATE AND GO SOUTH-SOUTHWEST FOR 0.1 MILE TO THE
 AY2054'STATION.
 AY2054
 AY2054                          STATION RECOVERY (2004)
 AY2054
 AY2054'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY2054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2051 ***********************************************************************
 AY2051  DESIGNATION -  UVALDE N TANK
 AY2051  PID         -  AY2051
 AY2051  STATE/COUNTY-  TX/UVALDE
 AY2051  USGS QUAD   -  UVALDE (1971)
 AY2051
 AY2051                         *CURRENT SURVEY CONTROL
 AY2051  ___________________________________________________________________
 AY2051* NAD 83(1993)-  29 13 40.75874(N)    099 47 44.40075(W)     ADJUSTED  
 AY2051* NAVD 88     -                                                        
 AY2051  ___________________________________________________________________
 AY2051  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AY2051  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AY2051
 AY2051  HORZ ORDER  -  THIRD
 AY2051
 AY2051.The horizontal coordinates were established by classical geodetic methods
 AY2051.and adjusted by the National Geodetic Survey in February 1996..
 AY2051
 AY2051
 AY2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2051
 AY2051.The geoid height was determined by GEOID03.
 AY2051
 AY2051;                    North         East     Units Scale Factor Converg.
 AY2051;SPC TXSC     - 4,154,827.823   522,652.870   MT  0.99986497   -0 23 23.3
 AY2051;SPC TXSC     -13,631,297.62  1,714,736.96   sFT  0.99986497   -0 23 23.3
 AY2051;UTM  14      - 3,233,507.408   422,671.462   MT  0.99967379   -0 23 18.7
 AY2051
 AY2051                          SUPERSEDED SURVEY CONTROL
 AY2051
 AY2051  NAD 83(1986)-  29 13 40.75658(N)    099 47 44.38140(W) AD(       ) 4
 AY2051  NAD 27      -  29 13 39.89879(N)    099 47 43.17463(W) AD(       ) 3
 AY2051
 AY2051.Superseded values are not recommended for survey control.
 AY2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2051.See file dsdata.txt to determine how the superseded data were derived.
 AY2051
 AY2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2267133507(NAD 83)
 AY2051_MARKER: 53 = ELEVATED TANK
 AY2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY2051+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2002
 AY2051
 AY2051  HISTORY     - Date     Condition        Report By
 AY2051  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2051  HISTORY     - 20021109 GOOD             USPSQD
 AY2051
 AY2051                          STATION DESCRIPTION
 AY2051
 AY2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2051'THE STATION, UVALDE MUNICIPAL NORTH TANK, IS THE CENTER OF THE TOP
 AY2051'OF AN ELEVATED WATER TANK, SUPPORTED BY SIX LEGS, THAT HAS AN
 AY2051'OVERALL HEIGHT OF 125 FEET.  IT IS OWNED BY THE CITY OF UVALDE AND
 AY2051'IS LOCATED AT THE INTERSECTION OF SABINAL AND HOUSTON STREETS IN
 AY2051'UVALDE.
 AY2051
 AY2051                          STATION RECOVERY (2002)
 AY2051
 AY2051'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2048 ***********************************************************************
 AY2048  DESIGNATION -  UVALDE RAD STA KVOU MAST
 AY2048  PID         -  AY2048
 AY2048  STATE/COUNTY-  TX/UVALDE
 AY2048  USGS QUAD   -  UVALDE (1971)
 AY2048
 AY2048                         *CURRENT SURVEY CONTROL
 AY2048  ___________________________________________________________________
 AY2048* NAD 83(1993)-  29 11 15.69648(N)    099 46 39.17115(W)     ADJUSTED  
 AY2048* NAVD 88     -                                                        
 AY2048  ___________________________________________________________________
 AY2048  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AY2048  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY2048
 AY2048  HORZ ORDER  -  THIRD
 AY2048
 AY2048.The horizontal coordinates were established by classical geodetic methods
 AY2048.and adjusted by the National Geodetic Survey in February 1996..
 AY2048
 AY2048
 AY2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2048
 AY2048.The geoid height was determined by GEOID03.
 AY2048
 AY2048;                    North         East     Units Scale Factor Converg.
 AY2048;SPC TXSC     - 4,150,350.401   524,384.543   MT  0.99986652   -0 22 51.3
 AY2048;SPC TXSC     -13,616,607.94  1,720,418.29   sFT  0.99986652   -0 22 51.3
 AY2048;UTM  14      - 3,229,030.898   424,402.916   MT  0.99967052   -0 22 45.1
 AY2048
 AY2048                          SUPERSEDED SURVEY CONTROL
 AY2048
 AY2048  NAD 83(1986)-  29 11 15.69441(N)    099 46 39.15153(W) AD(       ) 4
 AY2048  NAD 27      -  29 11 14.83160(N)    099 46 37.94583(W) AD(       ) 3
 AY2048
 AY2048.Superseded values are not recommended for survey control.
 AY2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2048.See file dsdata.txt to determine how the superseded data were derived.
 AY2048
 AY2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2440329031(NAD 83)
 AY2048_MARKER: 42 = RADIO/TV MAST
 AY2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2048+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AY2048
 AY2048  HISTORY     - Date     Condition        Report By
 AY2048  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2048  HISTORY     - 20021110 GOOD             USPSQD
 AY2048  HISTORY     - 20040512 GOOD             USPSQD
 AY2048
 AY2048                          STATION DESCRIPTION
 AY2048
 AY2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2048'THE STATION, UVALDE RADIO STATION MAST KVOU, IS THE LIGHT ATOP A
 AY2048'TRIANGULAR STEEL, GUYED MAST, PAINTED RED AND WHITE, THAT HAS AN
 AY2048'OVERALL HEIGHT OF 157 FEET.  IT IS LOCATED ABOUT 1.75 MILES SOUTH
 AY2048'OF UVALDE, 200 YARDS EAST OF FARM ROAD 117, AND IS OWNED BY THE
 AY2048'UVALDE BROADCASTING CORPORATION, TELEPHONE NUMBER 287-2555.
 AY2048'
 AY2048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 AY2048'ROAD 117 AT THE SOUTH EDGE OF UVALDE, GO SOUTH-SOUTHWEST ON ROAD 117
 AY2048'FOR 1.0 MILE TO THE JUNCTION OF FARM ROAD 140.  CONTINUE
 AY2048'SOUTH-SOUTHEAST ON ROAD 117 FOR 0.1 MILE TO THE STATION AT THE
 AY2048'REAR OF THE RADIO STATIONS BROADCASTING BUILDING.
 AY2048
 AY2048                          STATION RECOVERY (2002)
 AY2048
 AY2048'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY2048'RECOVERED IN GOOD CONDITION.
 AY2048
 AY2048                          STATION RECOVERY (2004)
 AY2048
 AY2048'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2053 ***********************************************************************
 AY2053  DESIGNATION -  UVALDE ST HWY DEPT RAD MAST
 AY2053  PID         -  AY2053
 AY2053  STATE/COUNTY-  TX/UVALDE
 AY2053  USGS QUAD   -  UVALDE (1971)
 AY2053
 AY2053                         *CURRENT SURVEY CONTROL
 AY2053  ___________________________________________________________________
 AY2053* NAD 83(1993)-  29 12 11.22362(N)    099 48 18.99598(W)     ADJUSTED  
 AY2053* NAVD 88     -                                                        
 AY2053  ___________________________________________________________________
 AY2053  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AY2053  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY2053
 AY2053  HORZ ORDER  -  THIRD
 AY2053
 AY2053.The horizontal coordinates were established by classical geodetic methods
 AY2053.and adjusted by the National Geodetic Survey in February 1996..
 AY2053
 AY2053
 AY2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2053
 AY2053.The geoid height was determined by GEOID03.
 AY2053
 AY2053;                    North         East     Units Scale Factor Converg.
 AY2053;SPC TXSC     - 4,152,077.983   521,699.735   MT  0.99986587   -0 23 40.3
 AY2053;SPC TXSC     -13,622,275.85  1,711,609.88   sFT  0.99986587   -0 23 40.3
 AY2053;UTM  14      - 3,230,758.069   421,718.577   MT  0.99967562   -0 23 34.5
 AY2053
 AY2053                          SUPERSEDED SURVEY CONTROL
 AY2053
 AY2053  NAD 83(1986)-  29 12 11.22148(N)    099 48 18.97648(W) AD(       ) 4
 AY2053  NAD 27      -  29 12 10.35930(N)    099 48 17.76828(W) AD(       ) 3
 AY2053
 AY2053.Superseded values are not recommended for survey control.
 AY2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2053.See file dsdata.txt to determine how the superseded data were derived.
 AY2053
 AY2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2171930758(NAD 83)
 AY2053_MARKER: 42 = RADIO/TV MAST
 AY2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2053+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AY2053
 AY2053  HISTORY     - Date     Condition        Report By
 AY2053  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2053  HISTORY     - 20021110 GOOD             USPSQD
 AY2053  HISTORY     - 20040512 GOOD             USPSQD
 AY2053
 AY2053                          STATION DESCRIPTION
 AY2053
 AY2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2053'THE STATION, UVALDE RADIO MAST KKT 907, IS THE LIGHT ATOP A
 AY2053'TRIANGULAR STEEL, GUYED MAST, PAINTED RED AND WHITE, THAT HAS AN
 AY2053'OVERALL HEIGHT OF 205 FEET.  IT IS LOCATED IN THE WEST PART OF
 AY2053'UVALDE AND IS OWNED BY THE TEXAS STATE HIGHWAY DEPARTMENT.
 AY2053'
 AY2053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND 90 IN
 AY2053'UVALDE, GO WEST-SOUTHWEST ON HIGHWAY 90 FOR 1.25 MILES TO THE
 AY2053'STATION ON THE RIGHT AT THE TEXAS STATE HIGHWAY DEPARTMENT
 AY2053'BUILDINGS.
 AY2053
 AY2053                          STATION RECOVERY (2002)
 AY2053
 AY2053'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY2053'RECOVERED IN GOOD CONDITION.
 AY2053
 AY2053                          STATION RECOVERY (2004)
 AY2053
 AY2053'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2049 ***********************************************************************
 AY2049  DESIGNATION -  UVALDE VALLEY COMM RAD MAST
 AY2049  PID         -  AY2049
 AY2049  STATE/COUNTY-  TX/UVALDE
 AY2049  USGS QUAD   -  UVALDE (1971)
 AY2049
 AY2049                         *CURRENT SURVEY CONTROL
 AY2049  ___________________________________________________________________
 AY2049* NAD 83(1993)-  29 10 52.23181(N)    099 46 49.42674(W)     ADJUSTED  
 AY2049* NAVD 88     -                                                        
 AY2049  ___________________________________________________________________
 AY2049  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AY2049  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY2049
 AY2049  HORZ ORDER  -  THIRD
 AY2049
 AY2049.The horizontal coordinates were established by classical geodetic methods
 AY2049.and adjusted by the National Geodetic Survey in February 1996..
 AY2049
 AY2049
 AY2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2049
 AY2049.The geoid height was determined by GEOID03.
 AY2049
 AY2049;                    North         East     Units Scale Factor Converg.
 AY2049;SPC TXSC     - 4,149,629.915   524,102.687   MT  0.99986682   -0 22 56.4
 AY2049;SPC TXSC     -13,614,244.15  1,719,493.57   sFT  0.99986682   -0 22 56.4
 AY2049;UTM  14      - 3,228,310.545   424,121.138   MT  0.99967105   -0 22 49.9
 AY2049
 AY2049                          SUPERSEDED SURVEY CONTROL
 AY2049
 AY2049  NAD 83(1986)-  29 10 52.22978(N)    099 46 49.40696(W) AD(       ) 4
 AY2049  NAD 27      -  29 10 51.36587(N)    099 46 48.20180(W) AD(       ) 3
 AY2049
 AY2049.Superseded values are not recommended for survey control.
 AY2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2049.See file dsdata.txt to determine how the superseded data were derived.
 AY2049
 AY2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2412128311(NAD 83)
 AY2049_MARKER: 42 = RADIO/TV MAST
 AY2049
 AY2049  HISTORY     - Date     Condition        Report By
 AY2049  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2049  HISTORY     - 20040512 MARK NOT FOUND   USPSQD
 AY2049
 AY2049                          STATION DESCRIPTION
 AY2049
 AY2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2049'THE STATION, UVALDE RADIO MAST KKC 792, IS THE LIGHT ATOP A
 AY2049'TRIANGULAR STEEL, GUYED MAST, PAINTED RED AND WHITE THAT HAS AN
 AY2049'OVERALL HEIGHT OF 365 FEET.  IT IS LOCATED ABOUT 2 MILES SOUTH OF
 AY2049'UVALDE, 1/4 MILES WEST OF FARM ROAD 117, AND IS OWNED BY THE VALLEY
 AY2049'COMMUNICATIONS CORPORATION, BOX 227, HARLINGEN, TEXAS.
 AY2049'CENTRAL POWER AND LIGHT COMPANY OF 120 NORTH CHAPARRAL STREET,
 AY2049'CORPUS CHRISTI, TEXAS, LEASES THE MAST.
 AY2049'
 AY2049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 AY2049'ROAD 117 AT THE SOUTH EDGE OF UVALDE, GO SOUTH-SOUTHEAST ON ROAD 117
 AY2049'FOR 1.4 MILES TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT AND GO
 AY2049'WEST-SOUTHWEST ON THE DIRT ROAD FOR 0.25 MILE TO A GATE ON THE
 AY2049'LEFT.  TURN LEFT AND GO SOUTH, PASSING THROUGH THE GATE, FOR 0.05
 AY2049'MILE TO THE STATION.
 AY2049
 AY2049                          STATION RECOVERY (2004)
 AY2049
 AY2049'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY2049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2047 ***********************************************************************
 AY2047  DESIGNATION -  UVALDE WATER TANK
 AY2047  PID         -  AY2047
 AY2047  STATE/COUNTY-  TX/UVALDE
 AY2047  USGS QUAD   -  UVALDE (1971)
 AY2047
 AY2047                         *CURRENT SURVEY CONTROL
 AY2047  ___________________________________________________________________
 AY2047* NAD 83(1993)-  29 12 32.31567(N)    099 47 03.90261(W)     ADJUSTED  
 AY2047* NAVD 88     -                                                        
 AY2047  ___________________________________________________________________
 AY2047  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AY2047  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY2047
 AY2047  HORZ ORDER  -  THIRD
 AY2047
 AY2047.The horizontal coordinates were established by classical geodetic methods
 AY2047.and adjusted by the National Geodetic Survey in February 1996..
 AY2047
 AY2047
 AY2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2047
 AY2047.The geoid height was determined by GEOID03.
 AY2047
 AY2047;                    North         East     Units Scale Factor Converg.
 AY2047;SPC TXSC     - 4,152,713.493   523,732.289   MT  0.99986564   -0 23 03.5
 AY2047;SPC TXSC     -13,624,360.85  1,718,278.35   sFT  0.99986564   -0 23 03.5
 AY2047;UTM  14      - 3,231,393.511   423,750.723   MT  0.99967174   -0 22 58.1
 AY2047
 AY2047                          SUPERSEDED SURVEY CONTROL
 AY2047
 AY2047  NAD 83(1986)-  29 12 32.31352(N)    099 47 03.88323(W) AD(       ) 4
 AY2047  NAD 27      -  29 12 31.48000(N)    099 47 02.66000(W) AD(       ) 3
 AY2047
 AY2047.Superseded values are not recommended for survey control.
 AY2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2047.See file dsdata.txt to determine how the superseded data were derived.
 AY2047
 AY2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2375131394(NAD 83)
 AY2047_MARKER: 53 = ELEVATED TANK
 AY2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2047+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AY2047
 AY2047  HISTORY     - Date     Condition        Report By
 AY2047  HISTORY     - 1944     FIRST OBSERVED   CGS
 AY2047  HISTORY     - 1954     GOOD             CGS
 AY2047  HISTORY     - 1972     GOOD             CGS
 AY2047  HISTORY     - 20021110 GOOD             USPSQD
 AY2047  HISTORY     - 20040512 GOOD             USPSQD
 AY2047
 AY2047                          STATION DESCRIPTION
 AY2047
 AY2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 AY2047'(NO PREVIOUS DESCRIPTION)--LOCATED ABOUT THE CENTER OF THE
 AY2047'TOWN OF UVALDE, ABOUT 1-1/2 BLOCKS E OF THE POST OFFICE
 AY2047'BETWEEN S. EAST LANE, E. SOUTH LANE AND E. GARDEN STREETS.
 AY2047'A LARGE SILVER WATER TANK 130 FEET HIGH.
 AY2047
 AY2047                          STATION RECOVERY (1972)
 AY2047
 AY2047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972 (ILC)
 AY2047'THE STATION, UVALDE WATER TANK, WAS ESTABLISHED BY E.H.B. IN 1944
 AY2047'AND WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AY2047
 AY2047                          STATION RECOVERY (2002)
 AY2047
 AY2047'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY2047'RECOVERED IN GOOD CONDITION.
 AY2047
 AY2047                          STATION RECOVERY (2004)
 AY2047
 AY2047'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY2047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2127 ***********************************************************************
 AY2127  PACS        -  This is a Primary Airport Control Station.
 AY2127  DESIGNATION -  UVALPORT
 AY2127  PID         -  AY2127
 AY2127  STATE/COUNTY-  TX/UVALDE
 AY2127  USGS QUAD   -  GARNER FIELD (1971)
 AY2127
 AY2127                         *CURRENT SURVEY CONTROL
 AY2127  ___________________________________________________________________
 AY2127* NAD 83(1993)-  29 12 50.40854(N)    099 44 41.03468(W)     ADJUSTED  
 AY2127* NAVD 88     -       284.32   (meters)     932.8    (feet)  GPS OBS   
 AY2127  ___________________________________________________________________
 AY2127  X           -    -943,030.609 (meters)                     COMP
 AY2127  Y           -  -5,491,139.871 (meters)                     COMP
 AY2127  Z           -   3,094,752.665 (meters)                     COMP
 AY2127  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AY2127  ELLIP HEIGHT-         261.13  (meters)          (10/24/00) GPS OBS
 AY2127  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AY2127
 AY2127  HORZ ORDER  -  B
 AY2127  ELLP ORDER  -  FOURTH    CLASS II
 AY2127
 AY2127.This mark is at Garner Fld (UVA) Airport (UVA)
 AY2127
 AY2127.The horizontal coordinates were established by GPS observations
 AY2127.and adjusted by the National Geodetic Survey in February 1996..
 AY2127
 AY2127.The orthometric height was determined by GPS observations and a
 AY2127.high-resolution geoid model.
 AY2127
 AY2127.GPS derived orthometric heights for airport stations designated as
 AY2127.PACS or SACS are published to 2 decimal places.  This maintains
 AY2127.centimeter relative accuracy between the PACS and SACS.  It does
 AY2127.not indicate centimeter accuracy relative to other marks which are
 AY2127.part of the NAVD 88 network.
 AY2127
 AY2127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2127
 AY2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2127
 AY2127.The ellipsoidal height was determined by GPS observations
 AY2127.and is referenced to NAD 83.
 AY2127
 AY2127.The geoid height was determined by GEOID03.
 AY2127
 AY2127;                    North         East     Units Scale Factor Converg.
 AY2127;SPC TXSC     - 4,153,245.236   527,594.347   MT  0.99986545   -0 21 53.5
 AY2127;SPC TXSC     -13,626,105.41  1,730,949.12   sFT  0.99986545   -0 21 53.5
 AY2127;UTM  14      - 3,231,925.246   427,612.005   MT  0.99966466   -0 21 48.6
 AY2127
 AY2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2127!SPC TXSC     -   0.99995899  x   0.99986545  =   0.99982444
 AY2127!UTM  14      -   0.99995899  x   0.99966466  =   0.99962366
 AY2127
 AY2127:                Primary Azimuth Mark                     Grid Az
 AY2127:SPC TXSC     -  G 1091                                   015 35 33.8
 AY2127:UTM  14      -  G 1091                                   015 35 28.9
 AY2127
 AY2127|---------------------------------------------------------------------|
 AY2127| PID    Reference Object                     Distance      Geod. Az  |
 AY2127|                                                           dddmmss.s |
 AY2127| AY1311 G 1091                              APPROX. 0.5 KM 0151340.3 |
 AY2127|---------------------------------------------------------------------|
 AY2127
 AY2127                          SUPERSEDED SURVEY CONTROL
 AY2127
 AY2127  ELLIP H (02/20/96)  261.27   (m)                       GP(       ) 1 1
 AY2127  NAD 83(1993)-  29 12 50.41082(N)    099 44 41.03720(W) AD(       ) 3
 AY2127  ELLIP H (02/16/96)  261.31   (m)                       GP(       ) 5 1
 AY2127  ELLIP H (12/21/93)  260.74   (m)                       GP(       ) 4 1
 AY2127  NAD 83(1986)-  29 12 50.41588(N)    099 44 41.01746(W) AD(       ) 3
 AY2127  NGVD 29 (10/23/89)  284.0    (m)          932.     (f) GPS OBS        
 AY2127
 AY2127.Superseded values are not recommended for survey control.
 AY2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2127.See file dsdata.txt to determine how the superseded data were derived.
 AY2127
 AY2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2761231925(NAD 83)
 AY2127_MARKER: I = METAL ROD
 AY2127_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY2127_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY2127_STAMPING: UVALPORT 1988
 AY2127_MARK LOGO: NGS   
 AY2127_PROJECTION: FLUSH
 AY2127_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AY2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2127+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1995
 AY2127_ROD/PIPE-DEPTH: 5.8  meters
 AY2127_SLEEVE-DEPTH  : 0.76 meters
 AY2127
 AY2127  HISTORY     - Date     Condition        Report By
 AY2127  HISTORY     - 1988     MONUMENTED       NGS
 AY2127  HISTORY     - 19890110 GOOD
 AY2127  HISTORY     - 19950429 GOOD             NGS
 AY2127
 AY2127                          STATION DESCRIPTION
 AY2127
 AY2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AY2127'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF UVALDE, AT GARNER
 AY2127'FIELD AIRPORT.  OWNERSHIP--CITY OF UVALDE, P.O. BOX 799, UVALDE, TEXAS
 AY2127'78801.  THE AIRPORT MANAGER IS MARK HUFFSTUTLER, TELEPHONE
 AY2127'512-278-3315.
 AY2127'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, U.S.
 AY2127'HIGHWAY 90, AND STATE HIGHWAY 55 IN UVALDE, GO NORTHEAST ON U.S.
 AY2127'HIGHWAY 90 FOR 1.51 KM (0.95 MI) TO A ROAD FORK AND THE INTERSECTION
 AY2127'OF FARM ROAD 1023.  BEAR RIGHT AND GO EAST ON FARM ROAD 1023 FOR 2.48
 AY2127'KM (1.55 MI) TO FARM ROAD 1574 LEFT.  CONTINUE EAST ON FARM ROAD 1023
 AY2127'FOR 0.20 KM (0.10 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 AY2127'SOUTHEAST FOR 0.24 KM (0.15 MI) TO THE SECOND OF TWO ROADS RIGHT.
 AY2127'TURN RIGHT ON THE AIRPORT ENTRANCE ROAD, PASSING THROUGH A GATE, AND
 AY2127'GO 0.11 KM (0.05 MI) TO A TARMAC.  BEAR RIGHT AND GO SOUTHWESTERLY
 AY2127'ACROSS THE TARMAC FOR 0.12 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT AND
 AY2127'GO SOUTHWESTERLY ON THE TAXIWAY FOR 0.44 KM (0.25 MI) TO THE JUNCTION
 AY2127'WITH THE RUNWAY AND THE STATION ON THE RIGHT.
 AY2127'THE MARK IS 25.0 M (82.0 FT) NORTHEAST OF THE CENTERLINE OF A RUNWAY,
 AY2127'18.9 M (62.0 FT) WEST OF THE CENTER OF A TAXIWAY, 11.1 M (36.4 FT)
 AY2127'NORTH OF THE ROUNDED EDGE OF THE TAXIWAY-RUNWAY JUNCTION, AND 0.3 M
 AY2127'(1.0 FT) SOUTH OF A WITNESS POST.
 AY2127'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AY2127'DESCRIBED BY V.L. FERNANDES.
 AY2127
 AY2127                          STATION RECOVERY (1989)
 AY2127
 AY2127'RECOVERED 1989
 AY2127'RECOVERED IN GOOD CONDITION.
 AY2127
 AY2127                          STATION RECOVERY (1995)
 AY2127
 AY2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AY2127'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF KNIPPA,
 AY2127'2.5 MI (4.0 KM) EAST OF UVALDE AND AT GARNER FIELD AIRPORT.
 AY2127'OWNERSHIP--CITY OF UVALDE, BOX 799, UVALDE, TX 78801.  MANAGER IS MARK
 AY2127'HUFFSTULER, PHONE (210) 278-4912.  TO REACH THE STATION FROM THE
 AY2127'JUNCTION OF US HIGHWAYS 90 AND 83 IN UVALDE, GO NORTHEAST ON US
 AY2127'HIGHWAY 90 FOR 0.95 MI (1.53 KM) TO A ROAD FORK RIGHT AND THE
 AY2127'INTERSECTION OF FARM ROAD 1023, BEAR RIGHT AND GO EASTERLY ON FARM
 AY2127'ROAD 1023 FOR 1.55 MI (2.49 KM) TO FARM ROAD 1574 ON THE LEFT,
 AY2127'CONTINUE AHEAD AND GO EASTERLY ON 1023 FOR O.1 MI TO A PAVED ROAD
 AY2127'RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ON SULL ROSS DRIVE FOR 0.2 MI
 AY2127'(0.3 KM) TO THE SECOND OF TWO ROADS RIGHT, TURN RIGHT, PASSING THROUGH
 AY2127'A GATE AND GO SOUTH SOUTHWEST ACROSS PARKING AREA TO THE APRON, BEAR
 AY2127'RIGHT AND GO SOUTHWEST ACROSS THE APRON TO A TAXIWAY AHEAD, BEAR LEFT
 AY2127'AND GO SOUTH SOUTHWEST ON THE TAXIWAY FOR 0.25 MI (0.40 KM) TO THE
 AY2127'RUNWAY AND THE STATION ON THE RIGHT.  THE STATION IS 9.8 M (32.2 FT)
 AY2127'EAST NORTHEAST OF THE RUNWAY CENTER, 18.9 M (62.0 FT) WEST NORTHWEST
 AY2127'OF THE TAXIWAY CENTER, 11.1 M (36.4 FT) NORTH OF THE APEX OF THE
 AY2127'ROUNDED TAXIWAY PAVEMENT AND 0.3 M (1.0 FT) SOUTH OF A SHORT WITNESS
 AY2127'POST.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1730 ***********************************************************************
 CS1730  DESIGNATION -  V
 CS1730  PID         -  CS1730
 CS1730  STATE/COUNTY-  TX/TARRANT
 CS1730  USGS QUAD   -  HALTOM CITY (1981)
 CS1730
 CS1730                         *CURRENT SURVEY CONTROL
 CS1730  ___________________________________________________________________
 CS1730* NAD 83(1986)-  32 45 00.     (N)    097 19 49.     (W)     SCALED    
 CS1730* NAVD 88     -       188.786  (meters)     619.38   (feet)  ADJUSTED  
 CS1730  ___________________________________________________________________
 CS1730  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS1730  DYNAMIC HT  -         188.565 (meters)     618.65  (feet)  COMP
 CS1730  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CS1730
 CS1730  VERT ORDER  -  FIRST     CLASS II
 CS1730
 CS1730.The horizontal coordinates were scaled from a topographic map and have
 CS1730.an estimated accuracy of +/- 6 seconds.
 CS1730
 CS1730.The orthometric height was determined by differential leveling
 CS1730.and adjusted by the National Geodetic Survey in June 1991..
 CS1730.WARNING-Repeat measurements at this control monument indicate possible
 CS1730.vertical movement.
 CS1730
 CS1730.The geoid height was determined by GEOID03.
 CS1730
 CS1730.The dynamic height is computed by dividing the NAVD 88
 CS1730.geopotential number by the normal gravity value computed on the
 CS1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1730.degrees latitude (g = 980.6199 gals.).
 CS1730
 CS1730.The modeled gravity was interpolated from observed gravity values.
 CS1730
 CS1730;                    North         East    Units  Estimated Accuracy
 CS1730;SPC TXNC     - 2,120,740.      709,610.      MT  (+/- 180 meters Scaled)
 CS1730
 CS1730                          SUPERSEDED SURVEY CONTROL
 CS1730
 CS1730  NGVD 29 (??/??/92)  188.799  (m)          619.42   (f) ADJ UNCH    1 2
 CS1730
 CS1730.Superseded values are not recommended for survey control.
 CS1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1730.See file dsdata.txt to determine how the superseded data were derived.
 CS1730
 CS1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB564248(NAD 83)
 CS1730_MARKER: B = BOLT
 CS1730_SETTING: 0 = UNSPECIFIED SETTING
 CS1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1730
 CS1730  HISTORY     - Date     Condition        Report By
 CS1730  HISTORY     - UNK      MONUMENTED       CGS
 CS1730  HISTORY     - 1934     GOOD             NGS
 CS1730  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1730  HISTORY     - 19960301 GOOD             USPSQD
 CS1730  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1730  HISTORY     - 20020824 MARK NOT FOUND   GEOCAC
 CS1730
 CS1730                          STATION DESCRIPTION
 CS1730
 CS1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CS1730'IN FORT WORTH.
 CS1730'AT FORT WORTH, TARRANT COUNTY, AT THE NORTHEAST CORNER OF THE CITY
 CS1730'FIRE DEPARTMENT BUILDING (CENTRAL STATION), ON THROCKMORTON STREET,
 CS1730'BETWEEN EIGHTH AND NINTH, NEAR THE CENTER OF THE EAST FACE OF THE
 CS1730'BLOCK OF STONE IN THE FOURTH TIER AND ABOUT 4 FEET FROM THE GROUND, 15
 CS1730'INCHES FROM THE CORNER OF THE BUILDING 13 INCHES FROM A WINDOW.  A
 CS1730'COPPER BOLT.  NOTE-- THE FIRE STATION REFERED TO IN THIS DESCRIPTION
 CS1730'SHOULD BE REFERED TO AS OLD CENTRAL STATION AS THERE IS A NEW CENTRAL
 CS1730'STATION NOW.
 CS1730
 CS1730                          STATION RECOVERY (1989)
 CS1730
 CS1730'RECOVERY NOTE BY US POWER SQUADRON 1989 (GF)
 CS1730'MARK NOT FOUND.
 CS1730
 CS1730                          STATION RECOVERY (1996)
 CS1730
 CS1730'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1730'RECOVERED IN GOOD CONDITION.
 CS1730
 CS1730                          STATION RECOVERY (2001)
 CS1730
 CS1730'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1730'BUILDING IS GONE.
 CS1730
 CS1730                          STATION RECOVERY (2002)
 CS1730
 CS1730'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2318 ***********************************************************************
 CS2318  DESIGNATION -  V 10
 CS2318  PID         -  CS2318
 CS2318  STATE/COUNTY-  TX/PARKER
 CS2318  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2318
 CS2318                         *CURRENT SURVEY CONTROL
 CS2318  ___________________________________________________________________
 CS2318* NAD 83(1986)-  32 46 51.     (N)    097 50 43.     (W)     SCALED    
 CS2318* NAVD 88     -       347.481  (meters)    1140.03   (feet)  ADJUSTED  
 CS2318  ___________________________________________________________________
 CS2318  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CS2318  DYNAMIC HT  -         347.055 (meters)    1138.63  (feet)  COMP
 CS2318  MODELED GRAV-     979,401.6   (mgal)                       NAVD 88
 CS2318
 CS2318  VERT ORDER  -  FIRST     CLASS II
 CS2318
 CS2318.The horizontal coordinates were scaled from a topographic map and have
 CS2318.an estimated accuracy of +/- 6 seconds.
 CS2318
 CS2318.The orthometric height was determined by differential leveling
 CS2318.and adjusted by the National Geodetic Survey in June 1991..
 CS2318
 CS2318.The geoid height was determined by GEOID03.
 CS2318
 CS2318.The dynamic height is computed by dividing the NAVD 88
 CS2318.geopotential number by the normal gravity value computed on the
 CS2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2318.degrees latitude (g = 980.6199 gals.).
 CS2318
 CS2318.The modeled gravity was interpolated from observed gravity values.
 CS2318
 CS2318;                    North         East    Units  Estimated Accuracy
 CS2318;SPC TXNC     - 2,123,740.      661,330.      MT  (+/- 180 meters Scaled)
 CS2318
 CS2318                          SUPERSEDED SURVEY CONTROL
 CS2318
 CS2318  NGVD 29 (??/??/92)  347.385  (m)         1139.71   (f) ADJ UNCH    1 2
 CS2318
 CS2318.Superseded values are not recommended for survey control.
 CS2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2318.See file dsdata.txt to determine how the superseded data were derived.
 CS2318
 CS2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB081275(NAD 83)
 CS2318_MARKER: P = PIPE CAP
 CS2318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS2318_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CS2318_STAMPING: ELEV.1139.712 FT. V10
 CS2318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2318
 CS2318  HISTORY     - Date     Condition        Report By
 CS2318  HISTORY     - UNK      MONUMENTED       CGS
 CS2318  HISTORY     - 1952     GOOD             NGS
 CS2318  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2318  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2318
 CS2318                          STATION DESCRIPTION
 CS2318
 CS2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2318'3 MI W FROM WEATHERFORD.
 CS2318'ABOUT 3 MILES WEST ALONG THE T. AND P.R.R. FROM WEATHERFORD, PARKER
 CS2318'COUNTY, ABOUT 1 POLE EAST OF M.P.280, AT A GRADED ROAD CROSSING, ABOUT
 CS2318'14 YARDS SOUTH OF THE SOUTH RAIL, ABOUT 1 YARD EAST OF THE WEST
 CS2318'RIGHT-OF-WAY FENCE, AND IN THE SOUTH WEST CORNER OF THE CROSSING.  A
 CS2318'STANDARD CAP, STAMPED ELEV.1139.712 FT. V 10 AND FASTENED ON A 3 1/2
 CS2318'INCH IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.  NOTE-- TO
 CS2318'REACH FROM WEATHERFORD.  GO WEST ON THE MAIN HIGHWAY ABOUT 01.6 MILES.
 CS2318'THEN BEAR RIGHT AND FOLLOW THE MAIN GRADED ROAD NORTHWEST ABOUT 2
 CS2318'MILES TO THE RAILROAD CROSSING AND THE MARK ON THE LEFT.
 CS2318
 CS2318                          STATION RECOVERY (1983)
 CS2318
 CS2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2318'MARK NOT FOUND.
 CS2318
 CS2318                          STATION RECOVERY (1997)
 CS2318
 CS2318'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0156 ***********************************************************************
 BL0156  DESIGNATION -  V 100
 BL0156  PID         -  BL0156
 BL0156  STATE/COUNTY-  TX/TYLER
 BL0156  USGS QUAD   -  COLMESNEIL (1984)
 BL0156
 BL0156                         *CURRENT SURVEY CONTROL
 BL0156  ___________________________________________________________________
 BL0156* NAD 83(1986)-  30 54 09.     (N)    094 23 47.     (W)     SCALED    
 BL0156* NAVD 88     -        89.43   (+/-2cm)     293.4    (feet)  VERTCON   
 BL0156  ___________________________________________________________________
 BL0156  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BL0156
 BL0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0156
 BL0156.The horizontal coordinates were scaled from a topographic map and have
 BL0156.an estimated accuracy of +/- 6 seconds.
 BL0156
 BL0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0156.The vertical order pertains to the NGVD 29 superseded value.
 BL0156
 BL0156.The geoid height was determined by GEOID03.
 BL0156
 BL0156;                    North         East    Units  Estimated Accuracy
 BL0156;SPC TX C     - 3,152,140.    1,267,240.      MT  (+/- 180 meters Scaled)
 BL0156
 BL0156                          SUPERSEDED SURVEY CONTROL
 BL0156
 BL0156  NGVD 29 (??/??/92)   89.437  (m)          293.43   (f) ADJ UNCH    2 0
 BL0156
 BL0156.Superseded values are not recommended for survey control.
 BL0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0156.See file dsdata.txt to determine how the superseded data were derived.
 BL0156
 BL0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ665196(NAD 83)
 BL0156_MARKER: DB = BENCH MARK DISK
 BL0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0156_STAMPING: V 100 1952
 BL0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0156+STABILITY: SURFACE MOTION
 BL0156
 BL0156  HISTORY     - Date     Condition        Report By
 BL0156  HISTORY     - 1952     MONUMENTED       CGS
 BL0156
 BL0156                          STATION DESCRIPTION
 BL0156
 BL0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0156'1.75 MI E FROM COLMESNEIL.
 BL0156'1.75 MILES EAST ALONG FARM ROAD 1417 FROM THE STATE BANK AT
 BL0156'COLMESNEIL, ON THE EAST SLOPE OF A HILL, 94.8 FEET EAST OF THE EAST
 BL0156'END OF A 3 FOOT CONCRETE CULVERT, 54 FEET WEST OF THE CENTER LINE OF A
 BL0156'PRIVATE DRIVEWAY, 40 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD,
 BL0156'11.3 FEET WEST OF A POWER POLE, 1.3 FEET NORTH OF A FENCE, 1 FOOT EAST
 BL0156'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL0156'0.6 FOOT ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0941 ***********************************************************************
 AY0941  DESIGNATION -  V 1000
 AY0941  PID         -  AY0941
 AY0941  STATE/COUNTY-  TX/BEXAR
 AY0941  USGS QUAD   -  CASTLE HILLS (1992)
 AY0941
 AY0941                         *CURRENT SURVEY CONTROL
 AY0941  ___________________________________________________________________
 AY0941* NAD 83(1986)-  29 35 31.     (N)    098 34 35.     (W)     SCALED    
 AY0941* NAVD 88     -       301.281  (meters)     988.45   (feet)  POSTED    
 AY0941  ___________________________________________________________________
 AY0941  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AY0941  DYNAMIC HT  -         300.840 (meters)     987.01  (feet)  COMP
 AY0941  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 AY0941
 AY0941  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0941
 AY0941.The horizontal coordinates were scaled from a topographic map and have
 AY0941.an estimated accuracy of +/- 6 seconds.
 AY0941
 AY0941.The orthometric height was determined by differential leveling
 AY0941.and adjusted by the National Geodetic Survey in 1992..
 AY0941.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0941.rate of 0.0 thru 1.0 mm/km.
 AY0941
 AY0941.The geoid height was determined by GEOID03.
 AY0941
 AY0941.The dynamic height is computed by dividing the NAVD 88
 AY0941.geopotential number by the normal gravity value computed on the
 AY0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0941.degrees latitude (g = 980.6199 gals.).
 AY0941
 AY0941.The modeled gravity was interpolated from observed gravity values.
 AY0941
 AY0941;                    North         East    Units  Estimated Accuracy
 AY0941;SPC TXSC     - 4,194,980.      641,030.      MT  (+/- 180 meters Scaled)
 AY0941
 AY0941                          SUPERSEDED SURVEY CONTROL
 AY0941
 AY0941  NGVD 29 (??/??/92)  301.155  (m)          988.04   (f) ADJ UNCH    1 2
 AY0941
 AY0941.Superseded values are not recommended for survey control.
 AY0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0941.See file dsdata.txt to determine how the superseded data were derived.
 AY0941
 AY0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT410736(NAD 83)
 AY0941_MARKER: DB = BENCH MARK DISK
 AY0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0941_STAMPING: V 1000 1953
 AY0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0941+STABILITY: SURFACE MOTION
 AY0941
 AY0941  HISTORY     - Date     Condition        Report By
 AY0941  HISTORY     - 1953     MONUMENTED       CGS
 AY0941  HISTORY     - 1967     GOOD             USGS
 AY0941  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0941  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0941
 AY0941                          STATION DESCRIPTION
 AY0941
 AY0941'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0941'4.65 MI NW FROM SAN ANTONIO.
 AY0941'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 87 AND INTERSTATE HIGHWAY 10
 AY0941'FROM THE JUNCTION OF HUEBNER ROAD AT SAN ANTONIO, BEXAR COUNTY, THENCE
 AY0941'0.7 MILE EAST ALONG FARM ROAD 1604.  THENCE 0.55 MILE SOUTH AND EAST
 AY0941'ALONG PRIVATE ROAD TO EAST END OF ROAD, 33 FEET NORTH OF THE
 AY0941'CENTERLINE OF ROAD, 24 FEET SOUTHWEST OF A 24 INCH OAK TREE, 15 FEET
 AY0941'NORTH OF A FENCE, AND 2.6 FEET SOUTHEAST OF A WHITE WOOD WITNESS POST.
 AY0941'A STANDARD DISK, STAMPED V 1000 1953 AND SET IN THE TOP OF A CONCRETE
 AY0941'POST.
 AY0941
 AY0941                          STATION RECOVERY (1986)
 AY0941
 AY0941'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0941'MARK NOT FOUND.
 AY0941
 AY0941                          STATION RECOVERY (1995)
 AY0941
 AY0941'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0827 ***********************************************************************
 AY0827  DESIGNATION -  V 1001
 AY0827  PID         -  AY0827
 AY0827  STATE/COUNTY-  TX/BEXAR
 AY0827  USGS QUAD   -  MACDONA (1991)
 AY0827
 AY0827                         *CURRENT SURVEY CONTROL
 AY0827  ___________________________________________________________________
 AY0827* NAD 83(1986)-  29 16 09.     (N)    098 43 28.     (W)     SCALED    
 AY0827* NAVD 88     -       194.657  (meters)     638.64   (feet)  ADJUSTED  
 AY0827  ___________________________________________________________________
 AY0827  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AY0827  DYNAMIC HT  -         194.378 (meters)     637.72  (feet)  COMP
 AY0827  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 AY0827
 AY0827  VERT ORDER  -  FIRST     CLASS II
 AY0827
 AY0827.The horizontal coordinates were scaled from a topographic map and have
 AY0827.an estimated accuracy of +/- 6 seconds.
 AY0827
 AY0827.The orthometric height was determined by differential leveling
 AY0827.and adjusted by the National Geodetic Survey in June 1991..
 AY0827
 AY0827.The geoid height was determined by GEOID03.
 AY0827
 AY0827.The dynamic height is computed by dividing the NAVD 88
 AY0827.geopotential number by the normal gravity value computed on the
 AY0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0827.degrees latitude (g = 980.6199 gals.).
 AY0827
 AY0827.The modeled gravity was interpolated from observed gravity values.
 AY0827
 AY0827;                    North         East    Units  Estimated Accuracy
 AY0827;SPC TXSC     - 4,159,160.      626,780.      MT  (+/- 180 meters Scaled)
 AY0827
 AY0827                          SUPERSEDED SURVEY CONTROL
 AY0827
 AY0827  NGVD 29 (??/??/92)  194.538  (m)          638.25   (f) ADJ UNCH    1 2
 AY0827
 AY0827.Superseded values are not recommended for survey control.
 AY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0827.See file dsdata.txt to determine how the superseded data were derived.
 AY0827
 AY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT267378(NAD 83)
 AY0827_MARKER: DB = BENCH MARK DISK
 AY0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0827_STAMPING: V 1001 1953
 AY0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0827+STABILITY: SURFACE MOTION
 AY0827
 AY0827  HISTORY     - Date     Condition        Report By
 AY0827  HISTORY     - 1953     MONUMENTED       CGS
 AY0827  HISTORY     - 1956     GOOD             NGS
 AY0827  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0827
 AY0827                          STATION DESCRIPTION
 AY0827
 AY0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0827'2.1 MI SW FROM SAS JUNCTION.
 AY0827'2.1 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0827'RAILROAD FROM THE STATION SIGN AT SAS JUNCTION, 0.35 MILE SOUTHWEST OF
 AY0827'A ROAD CROSSING, 3 1/2 POLES NORTHEAST OF MILEPOST 277, 43.6 FEET
 AY0827'SOUTHEAST OF THE SOUTHEAST RAIL, 3.8 FEET NORTHWEST OF A FENCE, 2.4
 AY0827'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY0827'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0827
 AY0827                          STATION RECOVERY (1999)
 AY0827
 AY0827'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0363 ***********************************************************************
 AY0363  DESIGNATION -  V 1002
 AY0363  PID         -  AY0363
 AY0363  STATE/COUNTY-  TX/BEXAR
 AY0363  USGS QUAD   -  ELMENDORF (1992)
 AY0363
 AY0363                         *CURRENT SURVEY CONTROL
 AY0363  ___________________________________________________________________
 AY0363* NAD 83(1986)-  29 21 35.     (N)    098 21 46.     (W)     SCALED    
 AY0363* NAVD 88     -       165.783  (meters)     543.91   (feet)  POSTED    
 AY0363  ___________________________________________________________________
 AY0363  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0363  DYNAMIC HT  -         165.540 (meters)     543.11  (feet)  COMP
 AY0363  MODELED GRAV-     979,189.0   (mgal)                       NAVD 88
 AY0363
 AY0363  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0363
 AY0363.The horizontal coordinates were scaled from a topographic map and have
 AY0363.an estimated accuracy of +/- 6 seconds.
 AY0363
 AY0363.The orthometric height was determined by differential leveling
 AY0363.and adjusted by the National Geodetic Survey in 1992..
 AY0363.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0363.rate of 0.0 thru 1.0 mm/km.
 AY0363
 AY0363.The geoid height was determined by GEOID03.
 AY0363
 AY0363.The dynamic height is computed by dividing the NAVD 88
 AY0363.geopotential number by the normal gravity value computed on the
 AY0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0363.degrees latitude (g = 980.6199 gals.).
 AY0363
 AY0363.The modeled gravity was interpolated from observed gravity values.
 AY0363
 AY0363;                    North         East    Units  Estimated Accuracy
 AY0363;SPC TXSC     - 4,169,330.      661,870.      MT  (+/- 180 meters Scaled)
 AY0363
 AY0363                          SUPERSEDED SURVEY CONTROL
 AY0363
 AY0363  NGVD 29 (??/??/92)  165.682  (m)          543.58   (f) ADJ UNCH    1 2
 AY0363
 AY0363.Superseded values are not recommended for survey control.
 AY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0363.See file dsdata.txt to determine how the superseded data were derived.
 AY0363
 AY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT618480(NAD 83)
 AY0363_MARKER: DB = BENCH MARK DISK
 AY0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0363_STAMPING: V 1002 1953
 AY0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0363+STABILITY: SURFACE MOTION
 AY0363
 AY0363  HISTORY     - Date     Condition        Report By
 AY0363  HISTORY     - 1953     MONUMENTED       CGS
 AY0363  HISTORY     - 1963     GOOD             SUNOCO
 AY0363  HISTORY     - 19991110 MARK NOT FOUND   USPSQD
 AY0363  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0363
 AY0363                          STATION DESCRIPTION
 AY0363
 AY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0363'4.9 MI NE FROM SAN ANTONIO.
 AY0363'2.0 MILES NORTHEAST ALONG W.W. WHITE ROAD FROM THE HIGHLAND SCHOOL AT
 AY0363'SAN ANTONIO, THENCE 1.9 MILES EAST ALONG CACIAS ROAD, THENCE 1.0 MILE
 AY0363'NORTH ALONG FOSTER ROAD, AT A JUNCTION WITH LODI ROAD, 23 FEET NORTH
 AY0363'OF THE CENTER LINE OF LODI ROAD, 4 FEET EAST OF THE EXTENDED CENTER
 AY0363'LINE OF FOSTER ROAD, 16 FEET EAST OF THE CENTER OF A WOODEN GATE, 8
 AY0363'FEET EAST OF A POWER POLE, 2 FEET SOUTH OF A FENCE, 3 FEET WEST OF A
 AY0363'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0363'FOOT ABOVE THE GROUND.
 AY0363
 AY0363                          STATION RECOVERY (1963)
 AY0363
 AY0363'RECOVERY NOTE BY SUN OIL COMPANY 1963
 AY0363'RECOVERED IN GOOD CONDITION.
 AY0363
 AY0363                          STATION RECOVERY (1999)
 AY0363
 AY0363'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0363'MARK NOT FOUND.
 AY0363
 AY0363                          STATION RECOVERY (2004)
 AY0363
 AY0363'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1086 ***********************************************************************
 AY1086  DESIGNATION -  V 1004
 AY1086  PID         -  AY1086
 AY1086  STATE/COUNTY-  TX/BANDERA
 AY1086  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1086
 AY1086                         *CURRENT SURVEY CONTROL
 AY1086  ___________________________________________________________________
 AY1086* NAD 83(1986)-  29 44 28.     (N)    098 50 01.     (W)     SCALED    
 AY1086* NAVD 88     -       484.896  (meters)    1590.86   (feet)  ADJUSTED  
 AY1086  ___________________________________________________________________
 AY1086  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AY1086  DYNAMIC HT  -         484.186 (meters)    1588.53  (feet)  COMP
 AY1086  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 AY1086
 AY1086  VERT ORDER  -  SECOND    CLASS 0
 AY1086
 AY1086.The horizontal coordinates were scaled from a topographic map and have
 AY1086.an estimated accuracy of +/- 6 seconds.
 AY1086
 AY1086.The orthometric height was determined by differential leveling
 AY1086.and adjusted by the National Geodetic Survey in June 1991..
 AY1086
 AY1086.The geoid height was determined by GEOID03.
 AY1086
 AY1086.The dynamic height is computed by dividing the NAVD 88
 AY1086.geopotential number by the normal gravity value computed on the
 AY1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1086.degrees latitude (g = 980.6199 gals.).
 AY1086
 AY1086.The modeled gravity was interpolated from observed gravity values.
 AY1086
 AY1086;                    North         East    Units  Estimated Accuracy
 AY1086;SPC TXSC     - 4,211,450.      616,090.      MT  (+/- 180 meters Scaled)
 AY1086
 AY1086                          SUPERSEDED SURVEY CONTROL
 AY1086
 AY1086  NGVD 29 (??/??/92)  484.789  (m)         1590.51   (f) ADJ UNCH    2 0
 AY1086
 AY1086.Superseded values are not recommended for survey control.
 AY1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1086.See file dsdata.txt to determine how the superseded data were derived.
 AY1086
 AY1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT160901(NAD 83)
 AY1086_MARKER: DB = BENCH MARK DISK
 AY1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1086_STAMPING: V 1004 1953
 AY1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1086+STABILITY: SURFACE MOTION
 AY1086
 AY1086  HISTORY     - Date     Condition        Report By
 AY1086  HISTORY     - 1953     MONUMENTED       CGS
 AY1086  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1086  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1086
 AY1086                          STATION DESCRIPTION
 AY1086
 AY1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1086'7.0 MI E FROM PIPE CREEK.
 AY1086'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1086'PIPE CREEK, THENCE 4.0 MILES NORTHEAST ALONG A FARM ROAD WHICH IS NOW
 AY1086'UNDER CONSTRUCTION, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 AY1086'5 FEET NORTHEAST OF A TELEPHONE POLE, 2.6 FEET NORTHWEST OF A FENCE, 2
 AY1086'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1086'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1086
 AY1086                          STATION RECOVERY (1993)
 AY1086
 AY1086'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1086'MARK NOT FOUND.
 AY1086
 AY1086                          STATION RECOVERY (2005)
 AY1086
 AY1086'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0568 ***********************************************************************
 AW0568  DESIGNATION -  V 1006
 AW0568  PID         -  AW0568
 AW0568  STATE/COUNTY-  TX/GALVESTON
 AW0568  USGS QUAD   -  GALVESTON (1994)
 AW0568
 AW0568                         *CURRENT SURVEY CONTROL
 AW0568  ___________________________________________________________________
 AW0568* NAD 83(1986)-  29 18 32.     (N)    094 47 17.     (W)     SCALED    
 AW0568* NAVD 88     -         2.744  (meters)       9.00   (feet)  ADJUSTED  
 AW0568  ___________________________________________________________________
 AW0568  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW0568  DYNAMIC HT  -           2.740 (meters)       8.99  (feet)  COMP
 AW0568  MODELED GRAV-     979,263.4   (mgal)                       NAVD 88
 AW0568
 AW0568  VERT ORDER  -  FIRST     CLASS I
 AW0568
 AW0568.The horizontal coordinates were scaled from a topographic map and have
 AW0568.an estimated accuracy of +/- 6 seconds.
 AW0568
 AW0568.The orthometric height was determined by differential leveling
 AW0568.and adjusted by the National Geodetic Survey in June 1991..
 AW0568
 AW0568.The geoid height was determined by GEOID03.
 AW0568
 AW0568.The dynamic height is computed by dividing the NAVD 88
 AW0568.geopotential number by the normal gravity value computed on the
 AW0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0568.degrees latitude (g = 980.6199 gals.).
 AW0568
 AW0568.The modeled gravity was interpolated from observed gravity values.
 AW0568
 AW0568;                    North         East    Units  Estimated Accuracy
 AW0568;SPC TXSC     - 4,170,900.    1,009,040.      MT  (+/- 180 meters Scaled)
 AW0568
 AW0568                          SUPERSEDED SURVEY CONTROL
 AW0568
 AW0568  NGVD 29 (12/23/87)    2.740  (m)            8.99   (f) ADJUSTED    1 1
 AW0568
 AW0568.Superseded values are not recommended for survey control.
 AW0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0568.See file dsdata.txt to determine how the superseded data were derived.
 AW0568
 AW0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN263435(NAD 83)
 AW0568_MARKER: DB = BENCH MARK DISK
 AW0568_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0568_SP_SET: BUILDING FOUNDATION
 AW0568_STAMPING: V 1006 1954
 AW0568_MARK LOGO: CGS   
 AW0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0568+STABILITY: POSITION/ELEVATION WELL
 AW0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0568+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 AW0568
 AW0568  HISTORY     - Date     Condition        Report By
 AW0568  HISTORY     - 1954     MONUMENTED       CGS
 AW0568  HISTORY     - 1973     GOOD             NGS
 AW0568  HISTORY     - 1976     GOOD             NGS
 AW0568  HISTORY     - 1976     GOOD             NGS
 AW0568  HISTORY     - 1978     GOOD             NGS
 AW0568  HISTORY     - 1987     GOOD             USPSQD
 AW0568  HISTORY     - 1987     GOOD             USPSQD
 AW0568  HISTORY     - 1987     GOOD             USPSQD
 AW0568  HISTORY     - 1987     GOOD             NGS
 AW0568  HISTORY     - 1988     GOOD             USPSQD
 AW0568  HISTORY     - 1988     GOOD             USPSQD
 AW0568  HISTORY     - 1988     GOOD             USPSQD
 AW0568  HISTORY     - 1988     GOOD             USPSQD
 AW0568  HISTORY     - 1988     GOOD             USPSQD
 AW0568  HISTORY     - 1988     GOOD             USPSQD
 AW0568  HISTORY     - 1989     GOOD             USPSQD
 AW0568  HISTORY     - 1989     GOOD             USPSQD
 AW0568  HISTORY     - 1989     GOOD             USPSQD
 AW0568  HISTORY     - 1989     GOOD             USPSQD
 AW0568  HISTORY     - 1989     GOOD             USPSQD
 AW0568  HISTORY     - 1990     GOOD             USPSQD
 AW0568  HISTORY     - 19910406 GOOD             USPSQD
 AW0568  HISTORY     - 19990410 GOOD             USPSQD
 AW0568  HISTORY     - 20010730 GOOD             NGS
 AW0568  HISTORY     - 20031210 GOOD             USPSQD
 AW0568  HISTORY     - 20041215 GOOD             USPSQD
 AW0568
 AW0568                          STATION DESCRIPTION
 AW0568
 AW0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0568'IN GALVESTON.
 AW0568'AT GALVESTON, AT THE NORTHWEST CORNER OF THE JUNCTION OF THE STRAND
 AW0568'AND 17TH STREET NORTH, SET VERTICALLY IN THE SOUTH FACE OF THE U.S.
 AW0568'CUSTOMHOUSE BUILDING, 0.6 FOOT WEST OF THE SOUTHEAST CORNER OF THE
 AW0568'BUILDING, ABOUT 2 FEET HIGHER THAN THE STREETS, AND 1.5 FEET ABOVE THE
 AW0568'GROUND.
 AW0568
 AW0568                          STATION RECOVERY (1976)
 AW0568
 AW0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1976)
 AW0568
 AW0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1978)
 AW0568
 AW0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1987)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1987)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1987 (PSM)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1987)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1987)
 AW0568
 AW0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0568'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--45.7 M
 AW0568'(149.9 FT) EAST OF THE CENTERLINE OF 18TH STREET.
 AW0568
 AW0568                          STATION RECOVERY (1988)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1988)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1988)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1988)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1988)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1988)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1989)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1989)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1989)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1989)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1989)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1990)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1991)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (1999)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (2001)
 AW0568
 AW0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0568'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0568
 AW0568                          STATION RECOVERY (2003)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0568'RECOVERED IN GOOD CONDITION.
 AW0568
 AW0568                          STATION RECOVERY (2004)
 AW0568
 AW0568'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4592 ***********************************************************************
 AW4592  DESIGNATION -  V 1007
 AW4592  PID         -  AW4592
 AW4592  STATE/COUNTY-  TX/HARRIS
 AW4592  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4592
 AW4592                         *CURRENT SURVEY CONTROL
 AW4592  ___________________________________________________________________
 AW4592* NAD 83(1986)-  29 48 00.     (N)    095 30 50.     (W)     SCALED    
 AW4592* NAVD 88     -        25.55   (+/-2cm)      83.8    (feet)  VERTCON   
 AW4592  ___________________________________________________________________
 AW4592  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW4592
 AW4592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4592
 AW4592.The horizontal coordinates were scaled from a topographic map and have
 AW4592.an estimated accuracy of +/- 6 seconds.
 AW4592
 AW4592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4592.The vertical order pertains to the NGVD 29 superseded value.
 AW4592
 AW4592.The geoid height was determined by GEOID03.
 AW4592
 AW4592;                    North         East    Units  Estimated Accuracy
 AW4592;SPC TXSC     - 4,222,980.      936,950.      MT  (+/- 180 meters Scaled)
 AW4592
 AW4592                          SUPERSEDED SURVEY CONTROL
 AW4592
 AW4592  NGVD 29 (??/??/92)   25.540  (m)           83.79   (f) ADJ UNCH    2 0
 AW4592
 AW4592.Superseded values are not recommended for survey control.
 AW4592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4592.See file dsdata.txt to determine how the superseded data were derived.
 AW4592
 AW4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN570992(NAD 83)
 AW4592_MARKER: DB = BENCH MARK DISK
 AW4592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4592_STAMPING: V 1007 1954
 AW4592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4592+STABILITY: SURFACE MOTION
 AW4592
 AW4592  HISTORY     - Date     Condition        Report By
 AW4592  HISTORY     - 1954     MONUMENTED       CGS
 AW4592  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4592  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW4592  HISTORY     - 19940715 GOOD             USPSQD
 AW4592
 AW4592                          STATION DESCRIPTION
 AW4592
 AW4592'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW4592'1.1 MI N FROM SPRING BRANCH.
 AW4592'0.1 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE MEMORIAL PARK BRANCH POST
 AW4592'OFFICE AT SPRING BRANCH, THENCE 1.0 MILE NORTH ALONG CAMPBELL ROAD, AT
 AW4592'AN INTERSECTION WITH LONG POINT ROAD, AT THE NORTHEAST POINT OF THE
 AW4592'TRIANGLE FORMED BY THE ROAD INTERSECTION, 94 FEET NORTHEAST OF THE
 AW4592'CENTER LINE OF THE ROAD ALONG THE SOUTHWEST SIDE OF THE TRIANGLE, 54
 AW4592'FEET WEST OF THE CENTER LINE OF THE ROAD ALONG THE EAST SIDE OF THE
 AW4592'TRIANGLE, 52 FEET SOUTH OF THE CENTER LINE OF THE ROAD ALONG THE NORTH
 AW4592'SIDE OF THE TRIANGLE, 6 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH
 AW4592'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AW4592'WITH THE GROUND.
 AW4592
 AW4592                          STATION RECOVERY (1973)
 AW4592
 AW4592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4592'MARK NOT FOUND.
 AW4592
 AW4592                          STATION RECOVERY (1994)
 AW4592
 AW4592'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4592'MARK NOT FOUND.
 AW4592
 AW4592                          STATION RECOVERY (1994)
 AW4592
 AW4592'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1778 ***********************************************************************
 AW1778  DESIGNATION -  V 1008
 AW1778  PID         -  AW1778
 AW1778  STATE/COUNTY-  TX/HARRIS
 AW1778  USGS QUAD   -  SATSUMA (1982)
 AW1778
 AW1778                         *CURRENT SURVEY CONTROL
 AW1778  ___________________________________________________________________
 AW1778* NAD 83(1986)-  29 56 31.     (N)    095 34 14.     (W)     SCALED    
 AW1778* NAVD 88     -        38.89   (+/-2cm)     127.6    (feet)  VERTCON   
 AW1778  ___________________________________________________________________
 AW1778  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1778  OBS GRAVITY -     979,291.1   (mgal)                       GRAV_OBS
 AW1778
 AW1778  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1778
 AW1778.The horizontal coordinates were scaled from a topographic map and have
 AW1778.an estimated accuracy of +/- 6 seconds.
 AW1778
 AW1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1778.The vertical order pertains to the NGVD 29 superseded value.
 AW1778
 AW1778.The geoid height was determined by GEOID03.
 AW1778.The observed gravity was obtained from relative gravimeter ties
 AW1778.to the IGSN71 gravity network.
 AW1778
 AW1778;                    North         East    Units  Estimated Accuracy
 AW1778;SPC TXSC     - 4,238,550.      931,010.      MT  (+/- 180 meters Scaled)
 AW1778
 AW1778                          SUPERSEDED SURVEY CONTROL
 AW1778
 AW1778  NGVD 29 (??/??/92)   38.881  (m)          127.56   (f) ADJ UNCH    1 2
 AW1778
 AW1778.Superseded values are not recommended for survey control.
 AW1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1778.See file dsdata.txt to determine how the superseded data were derived.
 AW1778
 AW1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP518151(NAD 83)
 AW1778_MARKER: DB = BENCH MARK DISK
 AW1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1778_STAMPING: V 1008 1954
 AW1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1778+STABILITY: SURFACE MOTION
 AW1778
 AW1778  HISTORY     - Date     Condition        Report By
 AW1778  HISTORY     - 1954     MONUMENTED       CGS
 AW1778  HISTORY     - 1973     GOOD             NGS
 AW1778  HISTORY     - 1978     GOOD             NGS
 AW1778  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1778  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1778
 AW1778                          STATION DESCRIPTION
 AW1778
 AW1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1778'9.65 MI E FROM CYPRESS.
 AW1778'ABOUT 6.15 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1778'AT CYPRESS, THENCE 3.5 MILES NORTHEAST ALONG FARM ROAD 1960, 48.2 FEET
 AW1778'NORTHWEST OF THE CENTER LINE OF FM 1960, 26 1/2 FEET SOUTHWEST OF A
 AW1778'POWER POLE, 0.8 FOOT SOUTHEAST OF A FENCE, 0.9 FOOT NORTHEAST OF A
 AW1778'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 AW1778'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AW1778
 AW1778                          STATION RECOVERY (1978)
 AW1778
 AW1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1778'RECOVERED.  OMIT=6.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM
 AW1778'THE POST OFFICE IN CYPRESS.  ADD=6.2 MILES SOUTHEAST ALONG U.S.
 AW1778'HIGHWAY 290 FROM THE JUNCTION OF U.S. HIGHWAY 290 AND CYPRESS-SPRING
 AW1778'ROAD IN CYPRESS.
 AW1778
 AW1778                          STATION RECOVERY (1986)
 AW1778
 AW1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1778'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
 AW1778
 AW1778                          STATION RECOVERY (1994)
 AW1778
 AW1778'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1631 ***********************************************************************
 BL1631  DESIGNATION -  V 1009
 BL1631  PID         -  BL1631
 BL1631  STATE/COUNTY-  TX/HARRIS
 BL1631  USGS QUAD   -  TOMBALL (1979)
 BL1631
 BL1631                         *CURRENT SURVEY CONTROL
 BL1631  ___________________________________________________________________
 BL1631* NAD 83(1986)-  30 00 53.     (N)    095 34 43.     (W)     SCALED    
 BL1631* NAVD 88     -        41.291  (meters)     135.47   (feet)  ADJUSTED  
 BL1631  ___________________________________________________________________
 BL1631  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1631  DYNAMIC HT  -          41.236 (meters)     135.29  (feet)  COMP
 BL1631  MODELED GRAV-     979,292.0   (mgal)                       NAVD 88
 BL1631
 BL1631  VERT ORDER  -  FIRST     CLASS II
 BL1631
 BL1631.The horizontal coordinates were scaled from a topographic map and have
 BL1631.an estimated accuracy of +/- 6 seconds.
 BL1631
 BL1631.The orthometric height was determined by differential leveling
 BL1631.and adjusted by the National Geodetic Survey in June 1991..
 BL1631
 BL1631.The geoid height was determined by GEOID03.
 BL1631
 BL1631.The dynamic height is computed by dividing the NAVD 88
 BL1631.geopotential number by the normal gravity value computed on the
 BL1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1631.degrees latitude (g = 980.6199 gals.).
 BL1631
 BL1631.The modeled gravity was interpolated from observed gravity values.
 BL1631
 BL1631;                    North         East    Units  Estimated Accuracy
 BL1631;SPC TXSC     - 4,246,590.      930,000.      MT  (+/- 180 meters Scaled)
 BL1631
 BL1631                          SUPERSEDED SURVEY CONTROL
 BL1631
 BL1631  NGVD 29 (12/23/87)   41.286  (m)          135.45   (f) ADJUSTED    1 2
 BL1631
 BL1631.Superseded values are not recommended for survey control.
 BL1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1631.See file dsdata.txt to determine how the superseded data were derived.
 BL1631
 BL1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP512232(NAD 83)
 BL1631_MARKER: DB = BENCH MARK DISK
 BL1631_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1631_SP_SET: HEADWALL
 BL1631_STAMPING: V 1009 1954
 BL1631_MARK LOGO: CGS   
 BL1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1631+STABILITY: SURFACE MOTION
 BL1631
 BL1631  HISTORY     - Date     Condition        Report By
 BL1631  HISTORY     - 1954     MONUMENTED       CGS
 BL1631  HISTORY     - 1978     GOOD             NGS
 BL1631  HISTORY     - 1986     GOOD             NGS
 BL1631
 BL1631                          STATION DESCRIPTION
 BL1631
 BL1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1631'8.55 MI NE FROM CYPRESS.
 BL1631'8.55 MILES NORTHEAST ALONG THE SPRING AND CYPRESS ROAD FROM THE POST
 BL1631'OFFICE AT CYPRESS, AT THE WEST END OF A CURVE IN THE ROAD, 23 FEET
 BL1631'SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET BELOW THE LEVEL OF THE
 BL1631'ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A LARGE
 BL1631'CONCRETE CULVERT.
 BL1631
 BL1631                          STATION RECOVERY (1978)
 BL1631
 BL1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1631'RECOVERED IN GOOD CONDITION.
 BL1631
 BL1631                          STATION RECOVERY (1986)
 BL1631
 BL1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1631'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.8 KM (8.55
 BL1631'MI) NORTHEASTERLY ALONG SPRING-CYPRESS ROAD FROM ITS JUNCTION WITH
 BL1631'U.S. HIGHWAY 290 IN CYPRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2160 ***********************************************************************
 BX2160  DESIGNATION -  V 101
 BX2160  PID         -  BX2160
 BX2160  STATE/COUNTY-  TX/JASPER
 BX2160  USGS QUAD   -  HARRISBURG (1984)
 BX2160
 BX2160                         *CURRENT SURVEY CONTROL
 BX2160  ___________________________________________________________________
 BX2160* NAD 83(1986)-  31 01 15.     (N)    093 59 59.     (W)     SCALED    
 BX2160* NAVD 88     -       126.98   (+/-2cm)     416.6    (feet)  VERTCON   
 BX2160  ___________________________________________________________________
 BX2160  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BX2160
 BX2160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2160
 BX2160.The horizontal coordinates were scaled from a topographic map and have
 BX2160.an estimated accuracy of +/- 6 seconds.
 BX2160
 BX2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2160.The vertical order pertains to the NGVD 29 superseded value.
 BX2160
 BX2160.The geoid height was determined by GEOID03.
 BX2160
 BX2160;                    North         East    Units  Estimated Accuracy
 BX2160;SPC TX C     - 3,167,330.    1,304,360.      MT  (+/- 180 meters Scaled)
 BX2160
 BX2160                          SUPERSEDED SURVEY CONTROL
 BX2160
 BX2160  NGVD 29 (??/??/??)  126.982  (m)          416.61   (f) ADJUSTED    2 0
 BX2160
 BX2160.Superseded values are not recommended for survey control.
 BX2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2160.See file dsdata.txt to determine how the superseded data were derived.
 BX2160
 BX2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ045323(NAD 83)
 BX2160_MARKER: DB = BENCH MARK DISK
 BX2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2160_STAMPING: V 101 1952
 BX2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2160+STABILITY: SURFACE MOTION
 BX2160
 BX2160  HISTORY     - Date     Condition        Report By
 BX2160  HISTORY     - 1952     MONUMENTED       CGS
 BX2160  HISTORY     - 1979     MARK NOT FOUND   USGS
 BX2160
 BX2160                          STATION DESCRIPTION
 BX2160
 BX2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2160'9.6 MI NW FROM JASPER.
 BX2160'3 BLOCKS EAST ALONG U.S. HIGHWAY 190 FROM THE COURTHOUSE AT JASPER,
 BX2160'THENCE 7.7 MILES NORTH ALONG U.S. HIGHWAY 96, THENCE 1.05 MILES
 BX2160'SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.15 MILES NORTH ALONG A
 BX2160'GRADED DIRT ROAD, THENCE 0.7 MILE SOUTHWEST ALONG A WINDING SANDY
 BX2160'WOODS ROAD, ON TOP OF A SMALL WOODED HILL, 250 FEET NORTHEAST OF A
 BX2160'FENCE, 55 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET
 BX2160'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BX2160'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BX2160
 BX2160                          STATION RECOVERY (1979)
 BX2160
 BX2160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX2160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1627 ***********************************************************************
 BL1627  DESIGNATION -  V 1010
 BL1627  PID         -  BL1627
 BL1627  STATE/COUNTY-  TX/HARRIS
 BL1627  USGS QUAD   -  ROSE HILL (1980)
 BL1627
 BL1627                         *CURRENT SURVEY CONTROL
 BL1627  ___________________________________________________________________
 BL1627* NAD 83(1986)-  30 02 43.     (N)    095 41 52.     (W)     SCALED    
 BL1627* NAVD 88     -        51.833  (meters)     170.06   (feet)  ADJUSTED  
 BL1627  ___________________________________________________________________
 BL1627  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1627  DYNAMIC HT  -          51.763 (meters)     169.83  (feet)  COMP
 BL1627  MODELED GRAV-     979,287.8   (mgal)                       NAVD 88
 BL1627
 BL1627  VERT ORDER  -  FIRST     CLASS II
 BL1627
 BL1627.The horizontal coordinates were scaled from a topographic map and have
 BL1627.an estimated accuracy of +/- 6 seconds.
 BL1627
 BL1627.The orthometric height was determined by differential leveling
 BL1627.and adjusted by the National Geodetic Survey in June 1991..
 BL1627
 BL1627.The geoid height was determined by GEOID03.
 BL1627
 BL1627.The dynamic height is computed by dividing the NAVD 88
 BL1627.geopotential number by the normal gravity value computed on the
 BL1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1627.degrees latitude (g = 980.6199 gals.).
 BL1627
 BL1627.The modeled gravity was interpolated from observed gravity values.
 BL1627
 BL1627;                    North         East    Units  Estimated Accuracy
 BL1627;SPC TXSC     - 4,249,640.      918,410.      MT  (+/- 180 meters Scaled)
 BL1627
 BL1627                          SUPERSEDED SURVEY CONTROL
 BL1627
 BL1627  NGVD 29 (12/23/87)   51.826  (m)          170.03   (f) ADJUSTED    1 2
 BL1627
 BL1627.Superseded values are not recommended for survey control.
 BL1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1627.See file dsdata.txt to determine how the superseded data were derived.
 BL1627
 BL1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP398268(NAD 83)
 BL1627_MARKER: DB = BENCH MARK DISK
 BL1627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1627_SP_SET: HEADWALL
 BL1627_STAMPING: V 1010 1954
 BL1627_MARK LOGO: CGS   
 BL1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1627+STABILITY: SURFACE MOTION
 BL1627
 BL1627  HISTORY     - Date     Condition        Report By
 BL1627  HISTORY     - 1954     MONUMENTED       CGS
 BL1627  HISTORY     - 1978     GOOD             NGS
 BL1627  HISTORY     - 1986     GOOD             NGS
 BL1627  HISTORY     - 19931106 GOOD             USPSQD
 BL1627  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1627  HISTORY     - 20050916 MARK NOT FOUND   GEOCAC
 BL1627
 BL1627                          STATION DESCRIPTION
 BL1627
 BL1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1627'5.5 MI N FROM CYPRESS.
 BL1627'0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BL1627'CYPRESS, THENCE 5.3 MILES NORTH ALONG THE CYPRESS AND ROSE HILL ROAD,
 BL1627'62 YARDS NORTH OF A JUNCTION WITH JUERGEN ROAD, 15 FEET WEST OF THE
 BL1627'CENTER LINE OF THE CYPRESS AND ROSE HILL ROAD, SET IN THE TOP OF THE
 BL1627'CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 BL1627
 BL1627                          STATION RECOVERY (1978)
 BL1627
 BL1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1627'5.3 MILES NORTH ALONG CYPRESS-ROSE HILL ROAD FROM ITS JUNCTION WITH
 BL1627'U.S. HIGHWAY 290 IN CYPRESS, 62 YARDS NORTH OF A JUNCTION WITH
 BL1627'JUERGEN ROAD, 15 FEET WEST OF THE CENTERLINE OF CYPRESS-ROSE HILL
 BL1627'ROAD.  SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A
 BL1627'CONCRETE CULVERT.
 BL1627
 BL1627                          STATION RECOVERY (1986)
 BL1627
 BL1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1627'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM (0.2 MI)
 BL1627'NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH SPRING-CYPRESS
 BL1627'ROAD IN CYPRESS, THENCE 8.5 KM (5.3 MI) NORTHERLY ALONG CYPRESS-ROSE
 BL1627'HILL ROAD.
 BL1627
 BL1627                          STATION RECOVERY (1993)
 BL1627
 BL1627'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1627'RECOVERED IN GOOD CONDITION.
 BL1627
 BL1627                          STATION RECOVERY (2005)
 BL1627
 BL1627'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1627'MARK NOT FOUND.
 BL1627
 BL1627                          STATION RECOVERY (2005)
 BL1627
 BL1627'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1627'THIS HEADWALL IS LESS THAN 10 YEARS OLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2509 ***********************************************************************
 AW2509  DESIGNATION -  V 1011
 AW2509  PID         -  AW2509
 AW2509  STATE/COUNTY-  TX/CHAMBERS
 AW2509  USGS QUAD   -  WHITES RANCH (1993)
 AW2509
 AW2509                         *CURRENT SURVEY CONTROL
 AW2509  ___________________________________________________________________
 AW2509* NAD 83(1986)-  29 41 48.     (N)    094 22 27.     (W)     SCALED    
 AW2509* NAVD 88     -         3.08   (+/-2cm)      10.1    (feet)  VERTCON   
 AW2509  ___________________________________________________________________
 AW2509  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW2509
 AW2509  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2509
 AW2509.The horizontal coordinates were scaled from a topographic map and have
 AW2509.an estimated accuracy of +/- 6 seconds.
 AW2509
 AW2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2509.The vertical order pertains to the NGVD 29 superseded value.
 AW2509
 AW2509.The geoid height was determined by GEOID03.
 AW2509
 AW2509;                    North         East    Units  Estimated Accuracy
 AW2509;SPC TXSC     - 4,215,360.    1,047,510.      MT  (+/- 180 meters Scaled)
 AW2509
 AW2509                          SUPERSEDED SURVEY CONTROL
 AW2509
 AW2509  NGVD 29 (??/??/92)    3.080  (m)           10.11   (f) ADJ UNCH    1 2
 AW2509
 AW2509.Superseded values are not recommended for survey control.
 AW2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2509.See file dsdata.txt to determine how the superseded data were derived.
 AW2509
 AW2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN670859(NAD 83)
 AW2509_MARKER: DB = BENCH MARK DISK
 AW2509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2509_SP_SET: CULVERT
 AW2509_STAMPING: V 1011 1953
 AW2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2509
 AW2509  HISTORY     - Date     Condition        Report By
 AW2509  HISTORY     - 1953     MONUMENTED       CGS
 AW2509  HISTORY     - 1958     GOOD             NGS
 AW2509  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 AW2509  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW2509  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2509  HISTORY     - 20031022 MARK NOT FOUND   USPSQD
 AW2509  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW2509
 AW2509                          STATION DESCRIPTION
 AW2509
 AW2509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2509'6.7 MI S FROM STOWELL.
 AW2509'ABOUT 6.7 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2509'STOWELL, 21 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 AW2509'TOP AND THE CENTER OF THE WEST HEAD WALL OF A CONCRETE CULVERT, 9
 AW2509'POLES NORTH OF THE GULF, COLORADO AND SANTA FE RAILROAD MILEPOST 43,
 AW2509'AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2509
 AW2509                          STATION RECOVERY (1995)
 AW2509
 AW2509'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2509'MARK NOT FOUND.
 AW2509
 AW2509                          STATION RECOVERY (1996)
 AW2509
 AW2509'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2509'MARK NOT FOUND.
 AW2509
 AW2509                          STATION RECOVERY (2001)
 AW2509
 AW2509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2509'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2509
 AW2509                          STATION RECOVERY (2003)
 AW2509
 AW2509'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2509'MARK NOT FOUND.
 AW2509
 AW2509                          STATION RECOVERY (2005)
 AW2509
 AW2509'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1652 ***********************************************************************
 AW1652  DESIGNATION -  V 1013
 AW1652  PID         -  AW1652
 AW1652  STATE/COUNTY-  TX/HARRIS
 AW1652  USGS QUAD   -  MONT BELVIEU (1994)
 AW1652
 AW1652                         *CURRENT SURVEY CONTROL
 AW1652  ___________________________________________________________________
 AW1652* NAD 83(1986)-  29 45 55.     (N)    094 57 57.     (W)     SCALED    
 AW1652* NAVD 88     -         7.33   (+/-2cm)      24.0    (feet)  VERTCON   
 AW1652  ___________________________________________________________________
 AW1652  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW1652
 AW1652  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1652
 AW1652.The horizontal coordinates were scaled from a topographic map and have
 AW1652.an estimated accuracy of +/- 6 seconds.
 AW1652
 AW1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1652.The vertical order pertains to the NGVD 29 superseded value.
 AW1652
 AW1652.The geoid height was determined by GEOID03.
 AW1652
 AW1652;                    North         East    Units  Estimated Accuracy
 AW1652;SPC TXSC     - 4,220,840.      990,040.      MT  (+/- 180 meters Scaled)
 AW1652
 AW1652                          SUPERSEDED SURVEY CONTROL
 AW1652
 AW1652  NGVD 29 (??/??/92)    7.331  (m)           24.05   (f) ADJ UNCH    1 2
 AW1652
 AW1652.Superseded values are not recommended for survey control.
 AW1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1652.See file dsdata.txt to determine how the superseded data were derived.
 AW1652
 AW1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN099943(NAD 83)
 AW1652_MARKER: DB = BENCH MARK DISK
 AW1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1652_STAMPING: V 1013 1953
 AW1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1652+STABILITY: SURFACE MOTION
 AW1652
 AW1652  HISTORY     - Date     Condition        Report By
 AW1652  HISTORY     - 1953     MONUMENTED       CGS
 AW1652  HISTORY     - 1963     GOOD             NGS
 AW1652  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1652  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW1652  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1652  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 AW1652
 AW1652                          STATION DESCRIPTION
 AW1652
 AW1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW1652'2.45 MI N FROM BAYTOWN.
 AW1652'ABOUT 2.45 MILES NORTH ALONG NORTH MAIN STREET FROM THE INTERSECTION
 AW1652'OF EAST TEXAS AVENUE AT BAYTOWN, THENCE 0.1 MILE WEST ALONG A SHELL
 AW1652'ROAD LEADING TO EDS FLYING SERVICE AIRPORT, 36 FEET EAST OF THE CENTER
 AW1652'LINE OF A SHELL ROAD BETWEEN TWO HANGARS, 67 FEET NORTH OF THE
 AW1652'SOUTHWEST CORNER OF A METAL HANGAR, 53 1/2 FEET SOUTH OF THE NORTHWEST
 AW1652'CORNER OF THE HANGAR, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW1652'THE GROUND.
 AW1652
 AW1652                          STATION RECOVERY (1978)
 AW1652
 AW1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1652'SEARCHED FOR BUT NOT RECOVERED, JUNE 1978.  NOTE=AIRPORT ABANDONED,
 AW1652'HANGERS GONE.
 AW1652
 AW1652                          STATION RECOVERY (1994)
 AW1652
 AW1652'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1652'MARK NOT FOUND.
 AW1652
 AW1652                          STATION RECOVERY (2001)
 AW1652
 AW1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1652'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1652
 AW1652                          STATION RECOVERY (2004)
 AW1652
 AW1652'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW1652'AIRPORT IS NO LONGER THERE. AREA CONSTRUCTION INCLUDES TWO CHURCHES, A
 AW1652'FUNERAL HOME, CONDOMINUIUMS, AND APARTMENTS. MARK MUST HAVE BEEN
 AW1652'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2459 ***********************************************************************
 AW2459  DESIGNATION -  V 1014
 AW2459  PID         -  AW2459
 AW2459  STATE/COUNTY-  TX/JEFFERSON
 AW2459  USGS QUAD   -  CLAM LAKE (1993)
 AW2459
 AW2459                         *CURRENT SURVEY CONTROL
 AW2459  ___________________________________________________________________
 AW2459* NAD 83(1986)-  29 39 34.     (N)    094 05 57.     (W)     SCALED    
 AW2459* NAVD 88     -         1.85   (+/-2cm)       6.1    (feet)  VERTCON   
 AW2459  ___________________________________________________________________
 AW2459  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2459
 AW2459  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2459
 AW2459.The horizontal coordinates were scaled from a topographic map and have
 AW2459.an estimated accuracy of +/- 6 seconds.
 AW2459
 AW2459.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2459.The vertical order pertains to the NGVD 29 superseded value.
 AW2459
 AW2459.The geoid height was determined by GEOID03.
 AW2459
 AW2459;                    North         East    Units  Estimated Accuracy
 AW2459;SPC TXSC     - 4,212,320.    1,074,270.      MT  (+/- 180 meters Scaled)
 AW2459
 AW2459                          SUPERSEDED SURVEY CONTROL
 AW2459
 AW2459  NGVD 29 (??/??/92)    1.845  (m)            6.05   (f) ADJ UNCH    1 2
 AW2459
 AW2459.Superseded values are not recommended for survey control.
 AW2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2459.See file dsdata.txt to determine how the superseded data were derived.
 AW2459
 AW2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN936815(NAD 83)
 AW2459_MARKER: DB = BENCH MARK DISK
 AW2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2459_STAMPING: V 1014 1953
 AW2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2459+STABILITY: SURFACE MOTION
 AW2459
 AW2459  HISTORY     - Date     Condition        Report By
 AW2459  HISTORY     - 1953     MONUMENTED       CGS
 AW2459  HISTORY     - 1958     GOOD             NGS
 AW2459  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2459  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2459
 AW2459                          STATION DESCRIPTION
 AW2459
 AW2459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2459'13.55 MI SW FROM SABINE PASS.
 AW2459'ABOUT 13.55 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AW2459'DOWLING MONUMENT AT SABINE PASS, 56 FEET NORTHWEST OF THE HIGHWAY, 48
 AW2459'1/2 FEET NORTH OF A FENCE CORNER, 57 FEET NORTHWEST OF A FENCE CORNER,
 AW2459'13 FEET SOUTHWEST OF THE CENTER LINE OF A GATE AND SHELL ROAD LEADING
 AW2459'NORTHWEST, 2 FEET NORTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A METAL
 AW2459'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE
 AW2459'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW2459
 AW2459                          STATION RECOVERY (1989)
 AW2459
 AW2459'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAF)
 AW2459'MARK NOT FOUND.
 AW2459
 AW2459                          STATION RECOVERY (2002)
 AW2459
 AW2459'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2460 ***********************************************************************
 AW2460  DESIGNATION -  V 1014 RESET
 AW2460  PID         -  AW2460
 AW2460  STATE/COUNTY-  TX/JEFFERSON
 AW2460  USGS QUAD   -  CLAM LAKE (1993)
 AW2460
 AW2460                         *CURRENT SURVEY CONTROL
 AW2460  ___________________________________________________________________
 AW2460* NAD 83(1986)-  29 39 34.     (N)    094 05 59.     (W)     SCALED    
 AW2460* NAVD 88     -         1.80   (+/-2cm)       5.9    (feet)  VERTCON   
 AW2460  ___________________________________________________________________
 AW2460  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2460
 AW2460  VERT ORDER  -  THIRD (See Below)
 AW2460
 AW2460.The horizontal coordinates were scaled from a topographic map and have
 AW2460.an estimated accuracy of +/- 6 seconds.
 AW2460
 AW2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2460.The vertical order pertains to the NGVD 29 superseded value.
 AW2460
 AW2460.The geoid height was determined by GEOID03.
 AW2460
 AW2460;                    North         East    Units  Estimated Accuracy
 AW2460;SPC TXSC     - 4,212,320.    1,074,220.      MT  (+/- 180 meters Scaled)
 AW2460
 AW2460                          SUPERSEDED SURVEY CONTROL
 AW2460
 AW2460  NGVD 29 (??/??/??)    1.79   (m)            5.9    (f) RESET       3  
 AW2460
 AW2460.Superseded values are not recommended for survey control.
 AW2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2460.See file dsdata.txt to determine how the superseded data were derived.
 AW2460
 AW2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN935815(NAD 83)
 AW2460_MARKER: DB = BENCH MARK DISK
 AW2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2460_STAMPING: V 1014 RESET 1962
 AW2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2460+STABILITY: SURFACE MOTION
 AW2460
 AW2460  HISTORY     - Date     Condition        Report By
 AW2460  HISTORY     - 1962     MONUMENTED       CGS
 AW2460  HISTORY     - 1977     GOOD             NGS
 AW2460  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2460  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2460
 AW2460                          STATION DESCRIPTION
 AW2460
 AW2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2460'13.55 MI SW FROM SABINE PASS.
 AW2460'ABOUT 13.8 MILES SOUTHWEST ON STATE HIGHWAY 87 FROM THE DICK DOWLING
 AW2460'MONUMENT IN SABINE PASS, JEFFERSON COUNTY, 81 FEET NORTHWEST OF THE
 AW2460'NORTHWEST HIGHWAY RIGHT-OF-WAY, 104 FEET NORTHWEST OF THE CENTERLINE
 AW2460'OF HIGHWAY 87, 77 FEET SOUTHWEST OF A TRACK ROAD LEADING NORTHWEST,
 AW2460'AND IS ABOUT 325 FEET NORTHWEST OF THE HIGHWATER LINE OF THE GULF OF
 AW2460'MEXICO, 75 FEET SOUTHEAST FROM WHERE THE HIGH GROUND BREAKS OFF AT THE
 AW2460'MARSH, 1 FOOT NORTHEAST OF A 4 X 4 IN. WOODEN WITNESS POST AND 1 FOOT
 AW2460'SOUTHWEST OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK STAMPED
 AW2460'V 1014 RESET 1962, SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6
 AW2460'INCHES.
 AW2460
 AW2460                          STATION RECOVERY (1977)
 AW2460
 AW2460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW2460'RECOVERED IN GOOD CONDITION.
 AW2460
 AW2460                          STATION RECOVERY (1989)
 AW2460
 AW2460'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAF)
 AW2460'MARK NOT FOUND.
 AW2460
 AW2460                          STATION RECOVERY (2002)
 AW2460
 AW2460'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0487 ***********************************************************************
 AV0487  DESIGNATION -  V 1015
 AV0487  PID         -  AV0487
 AV0487  STATE/COUNTY-  TX/JEFFERSON
 AV0487  USGS QUAD   -  SABINE PASS (1993)
 AV0487
 AV0487                         *CURRENT SURVEY CONTROL
 AV0487  ___________________________________________________________________
 AV0487* NAD 83(1986)-  29 44 49.     (N)    093 56 10.     (W)     SCALED    
 AV0487* NAVD 88     -         0.85   (+/-2cm)       2.8    (feet)  VERTCON   
 AV0487  ___________________________________________________________________
 AV0487  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AV0487
 AV0487  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0487
 AV0487.The horizontal coordinates were scaled from a topographic map and have
 AV0487.an estimated accuracy of +/- 6 seconds.
 AV0487
 AV0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0487.The vertical order pertains to the NGVD 29 superseded value.
 AV0487
 AV0487.The geoid height was determined by GEOID03.
 AV0487
 AV0487;                    North         East    Units  Estimated Accuracy
 AV0487;SPC TXSC     - 4,222,680.    1,089,620.      MT  (+/- 180 meters Scaled)
 AV0487
 AV0487                          SUPERSEDED SURVEY CONTROL
 AV0487
 AV0487  NGVD 29 (??/??/??)    0.838  (m)            2.75   (f) ADJUSTED    1 2
 AV0487
 AV0487.Superseded values are not recommended for survey control.
 AV0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0487.See file dsdata.txt to determine how the superseded data were derived.
 AV0487
 AV0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN094911(NAD 83)
 AV0487_MARKER: DB = BENCH MARK DISK
 AV0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0487_STAMPING: V 1015 1953
 AV0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0487+STABILITY: SURFACE MOTION
 AV0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0487+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 AV0487
 AV0487  HISTORY     - Date     Condition        Report By
 AV0487  HISTORY     - 1953     MONUMENTED       CGS
 AV0487  HISTORY     - 1959     GOOD             USPSQD
 AV0487  HISTORY     - 1959     GOOD             CGS
 AV0487  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0487  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0487  HISTORY     - 1990     GOOD             USPSQD
 AV0487  HISTORY     - 19930202 GOOD             USPSQD
 AV0487  HISTORY     - 19940419 GOOD             USPSQD
 AV0487  HISTORY     - 19991023 GOOD             USPSQD
 AV0487  HISTORY     - 20010331 GOOD             NGS
 AV0487  HISTORY     - 20010331 GOOD             NGS
 AV0487  HISTORY     - 20020914 GOOD             USPSQD
 AV0487  HISTORY     - 20040309 GOOD             USPSQD
 AV0487
 AV0487                          STATION DESCRIPTION
 AV0487
 AV0487'DESCRIBED BY US POWER SQUADRON 1959 (WAF)
 AV0487'RECOVERED IN GOOD CONDITION.
 AV0487
 AV0487                          STATION RECOVERY (1959)
 AV0487
 AV0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 AV0487'3.05 MI NW FROM SABINE PASS.
 AV0487'ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AV0487'MONUMENT AT SABINE PASS, THENCE ABOUT 0.65 MILE WEST ALONG THE
 AV0487'ABANDONED PORTION OF HIGHWAY 87, AT THE JUNCTION OF A NORTH-SOUTH
 AV0487'ROAD, 117 FEET SOUTHWEST OF THE CENTER LINE OF A CURVE IN THE OLD
 AV0487'ROAD, 45 FEET EAST OF THE NORTH-SOUTH ROAD, 37 FEET NORTH OF THE
 AV0487'CENTER OF THE JUNCTION OF A ROAD LEADING EAST, 13 FEET NORTHWEST OF A
 AV0487'16-INCH OAK TREE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL
 AV0487'WITH THE OLD HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AV0487'GROUND.
 AV0487
 AV0487                          STATION RECOVERY (1989)
 AV0487
 AV0487'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0487'MARK NOT FOUND.
 AV0487
 AV0487                          STATION RECOVERY (1989)
 AV0487
 AV0487'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0487'MARK NOT FOUND.
 AV0487
 AV0487                          STATION RECOVERY (1990)
 AV0487
 AV0487'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0487'RECOVERED IN GOOD CONDITION.
 AV0487
 AV0487                          STATION RECOVERY (1993)
 AV0487
 AV0487'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0487'RECOVERED IN GOOD CONDITION.
 AV0487
 AV0487                          STATION RECOVERY (1994)
 AV0487
 AV0487'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0487'RECOVERED IN GOOD CONDITION.
 AV0487
 AV0487                          STATION RECOVERY (1999)
 AV0487
 AV0487'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0487'RECOVERED IN GOOD CONDITION.
 AV0487
 AV0487                          STATION RECOVERY (2001)
 AV0487
 AV0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0487'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0487
 AV0487                          STATION RECOVERY (2001)
 AV0487
 AV0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0487'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0487
 AV0487                          STATION RECOVERY (2002)
 AV0487
 AV0487'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0487'RECOVERED IN GOOD CONDITION.
 AV0487
 AV0487                          STATION RECOVERY (2004)
 AV0487
 AV0487'RECOVERY NOTE BY US POWER SQUADRON 2004 (WAF)
 AV0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0265 ***********************************************************************
 BL0265  DESIGNATION -  V 1016
 BL0265  PID         -  BL0265
 BL0265  STATE/COUNTY-  TX/JEFFERSON
 BL0265  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0265
 BL0265                         *CURRENT SURVEY CONTROL
 BL0265  ___________________________________________________________________
 BL0265* NAD 83(1986)-  30 02 07.     (N)    094 05 34.     (W)     SCALED    
 BL0265* NAVD 88     -         5.55   (+/-2cm)      18.2    (feet)  VERTCON   
 BL0265  ___________________________________________________________________
 BL0265  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL0265
 BL0265  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0265
 BL0265.The horizontal coordinates were scaled from a topographic map and have
 BL0265.an estimated accuracy of +/- 6 seconds.
 BL0265
 BL0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0265.The vertical order pertains to the NGVD 29 superseded value.
 BL0265
 BL0265.The geoid height was determined by GEOID03.
 BL0265
 BL0265;                    North         East    Units  Estimated Accuracy
 BL0265;SPC TXSC     - 4,253,970.    1,073,140.      MT  (+/- 180 meters Scaled)
 BL0265
 BL0265                          SUPERSEDED SURVEY CONTROL
 BL0265
 BL0265  NGVD 29 (??/??/92)    5.551  (m)           18.21   (f) ADJ UNCH    1 2
 BL0265
 BL0265.Superseded values are not recommended for survey control.
 BL0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0265.See file dsdata.txt to determine how the superseded data were derived.
 BL0265
 BL0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP946231(NAD 83)
 BL0265_MARKER: DB = BENCH MARK DISK
 BL0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0265_STAMPING: V 1016- 1954
 BL0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0265+STABILITY: SURFACE MOTION
 BL0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0265+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 BL0265
 BL0265  HISTORY     - Date     Condition        Report By
 BL0265  HISTORY     - 1954     MONUMENTED       CGS
 BL0265  HISTORY     - 1972     GOOD             NGS
 BL0265  HISTORY     - 1984     GOOD             USPSQD
 BL0265  HISTORY     - 19870919 GOOD             USPSQD
 BL0265  HISTORY     - 1988     GOOD             USPSQD
 BL0265  HISTORY     - 19890203 GOOD             USPSQD
 BL0265  HISTORY     - 19940817 GOOD             USPSQD
 BL0265  HISTORY     - 20010119 GOOD             USPSQD
 BL0265  HISTORY     - 20010331 GOOD             NGS
 BL0265  HISTORY     - 20010331 GOOD             NGS
 BL0265  HISTORY     - 20031110 GOOD             USPSQD
 BL0265  HISTORY     - 20041127 GOOD             USPSQD
 BL0265
 BL0265                          STATION DESCRIPTION
 BL0265
 BL0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0265'2.65 MI SE FROM BEAUMONT.
 BL0265'2.65 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BL0265'CROSSING OF COLLEGE STREET AT BEAUMONT, 36 YARDS (P) SOUTHWEST OF AND
 BL0265'ACROSS AVENUE A FROM THE SOUTHWEST RAIL, 103.0 FEET NORTHWEST OF THE
 BL0265'NORTHWEST CORNER OF HOUSE NO. 5220, 78.0 FEET SOUTHEAST OF AND ACROSS
 BL0265'FLORIDA STREET FROM A POWER POLE, 39.0 FEET SOUTHWEST OF CENTER LINE
 BL0265'OF AVENUE A, 75.0 FEET SOUTHWEST OF A FIRE HYDRANT, 43.0 FEET SOUTH OF
 BL0265'CENTER LINE OF FLORIDA STREET, 3.5 FEET SOUTHWEST OF A CONCRETE MARKER
 BL0265'POST FLORIDA STREET AND AVENUE A, ABOUT 0.5 FOOT SOUTHWEST OF A LONE
 BL0265'TREE.  A STANDARD DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BL0265'GROUND, AND ABOUT 3.0 FEET BELOW THE LEVEL OF THE RAILROAD.
 BL0265
 BL0265                          STATION RECOVERY (1984)
 BL0265
 BL0265'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0265'MARK WAS COVERED WITH 1 INCH OF DIRT AND OVERGROWN WITH GRASS.
 BL0265
 BL0265                          STATION RECOVERY (1987)
 BL0265
 BL0265'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0265'RECOVERED IN GOOD CONDITION.
 BL0265
 BL0265                          STATION RECOVERY (1988)
 BL0265
 BL0265'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 BL0265'RECOVERED IN GOOD CONDITION.
 BL0265
 BL0265                          STATION RECOVERY (1989)
 BL0265
 BL0265'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0265'RECOVERED IN GOOD CONDITION.
 BL0265
 BL0265                          STATION RECOVERY (1994)
 BL0265
 BL0265'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0265'RECOVERED IN GOOD CONDITION.
 BL0265
 BL0265                          STATION RECOVERY (2001)
 BL0265
 BL0265'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL0265'RECOVERED IN GOOD CONDITION.
 BL0265
 BL0265                          STATION RECOVERY (2001)
 BL0265
 BL0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0265'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0265
 BL0265                          STATION RECOVERY (2001)
 BL0265
 BL0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0265'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0265
 BL0265                          STATION RECOVERY (2003)
 BL0265
 BL0265'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0265'RECOVERED IN GOOD CONDITION.
 BL0265
 BL0265                          STATION RECOVERY (2004)
 BL0265
 BL0265'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0719 ***********************************************************************
 AW0719  DESIGNATION -  V 1018
 AW0719  PID         -  AW0719
 AW0719  STATE/COUNTY-  TX/LIBERTY
 AW0719  USGS QUAD   -  SHEEKS (1993)
 AW0719
 AW0719                         *CURRENT SURVEY CONTROL
 AW0719  ___________________________________________________________________
 AW0719* NAD 83(1986)-  29 58 42.     (N)    094 57 50.     (W)     SCALED    
 AW0719* NAVD 88     -        19.22   (+/-2cm)      63.1    (feet)  VERTCON   
 AW0719  ___________________________________________________________________
 AW0719  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0719
 AW0719  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0719
 AW0719.The horizontal coordinates were scaled from a topographic map and have
 AW0719.an estimated accuracy of +/- 6 seconds.
 AW0719
 AW0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0719.The vertical order pertains to the NGVD 29 superseded value.
 AW0719
 AW0719.The geoid height was determined by GEOID03.
 AW0719
 AW0719;                    North         East    Units  Estimated Accuracy
 AW0719;SPC TX C     - 3,047,060.    1,218,010.      MT  (+/- 180 meters Scaled)
 AW0719
 AW0719                          SUPERSEDED SURVEY CONTROL
 AW0719
 AW0719  NGVD 29 (??/??/92)   19.216  (m)           63.04   (f) ADJ UNCH    1 2
 AW0719
 AW0719.Superseded values are not recommended for survey control.
 AW0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0719.See file dsdata.txt to determine how the superseded data were derived.
 AW0719
 AW0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP105180(NAD 83)
 AW0719_MARKER: DB = BENCH MARK DISK
 AW0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0719_SP_SET: ABUTMENT
 AW0719_STAMPING: V 1018 1954
 AW0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0719+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0719
 AW0719  HISTORY     - Date     Condition        Report By
 AW0719  HISTORY     - 1954     MONUMENTED       CGS
 AW0719  HISTORY     - 1959     GOOD             NGS
 AW0719  HISTORY     - 1978     GOOD             NGS
 AW0719  HISTORY     - 1989     GOOD             USPSQD
 AW0719  HISTORY     - 20040317 GOOD             USPSQD
 AW0719
 AW0719                          STATION DESCRIPTION
 AW0719
 AW0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW0719'6.7 MI SW FROM DAYTON.
 AW0719'6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE WILSON JUNIOR HIGH
 AW0719'SCHOOL AT DAYTON, THENCE 0.7 MILE SOUTH ALONG FARM ROAD 1413, AT THE
 AW0719'ENTRANCE TO A PUMPING STATION, 42 FEET WEST OF THE CENTER LINE OF THE
 AW0719'FARM ROAD, 9 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 AW0719'WEST, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 AW0719'A STEEL CATTLE GUARD.
 AW0719
 AW0719                          STATION RECOVERY (1959)
 AW0719
 AW0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW0719'RECOVERED IN GOOD CONDITION.
 AW0719
 AW0719                          STATION RECOVERY (1978)
 AW0719
 AW0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0719'RECOVERED IN GOOD CONDITION.
 AW0719
 AW0719                          STATION RECOVERY (1989)
 AW0719
 AW0719'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0719'RECOVERED IN GOOD CONDITION.
 AW0719
 AW0719                          STATION RECOVERY (2004)
 AW0719
 AW0719'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0562 ***********************************************************************
 BY0562  DESIGNATION -  V 102
 BY0562  PID         -  BY0562
 BY0562  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0562  USGS QUAD   -  MC GEE BEND (1984)
 BY0562
 BY0562                         *CURRENT SURVEY CONTROL
 BY0562  ___________________________________________________________________
 BY0562* NAD 83(1986)-  31 06 39.     (N)    094 07 17.     (W)     SCALED    
 BY0562* NAVD 88     -        50.03   (+/-2cm)     164.1    (feet)  VERTCON   
 BY0562  ___________________________________________________________________
 BY0562  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BY0562
 BY0562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0562
 BY0562.The horizontal coordinates were scaled from a topographic map and have
 BY0562.an estimated accuracy of +/- 6 seconds.
 BY0562
 BY0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0562.The vertical order pertains to the NGVD 29 superseded value.
 BY0562
 BY0562.The geoid height was determined by GEOID03.
 BY0562
 BY0562;                    North         East    Units  Estimated Accuracy
 BY0562;SPC TX C     - 3,176,630.    1,292,200.      MT  (+/- 180 meters Scaled)
 BY0562
 BY0562                          SUPERSEDED SURVEY CONTROL
 BY0562
 BY0562  NGVD 29 (??/??/92)   50.043  (m)          164.18   (f) ADJ UNCH    2 0
 BY0562
 BY0562.Superseded values are not recommended for survey control.
 BY0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0562.See file dsdata.txt to determine how the superseded data were derived.
 BY0562
 BY0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ930424(NAD 83)
 BY0562_MARKER: DB = BENCH MARK DISK
 BY0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0562_STAMPING: V 102 1952
 BY0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0562+STABILITY: SURFACE MOTION
 BY0562
 BY0562  HISTORY     - Date     Condition        Report By
 BY0562  HISTORY     - 1952     MONUMENTED       CGS
 BY0562
 BY0562                          STATION DESCRIPTION
 BY0562
 BY0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0562'10.4 MI NW FROM BROOKELAND.
 BY0562'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0562'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0562'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.4 MILES
 BY0562'NORTHWEST ALONG FOREST ROAD 304, THENCE 2.4 MILES SOUTHWEST ALONG
 BY0562'FOREST ROAD 306, ON TOP OF A HILL, 0.8 MILE NORTHEAST OF THE NORTHEAST
 BY0562'BANK OF THE ANGELINA RIVER, 44 FEET NORTH OF THE CENTER LINE OF THE
 BY0562'FARM ROAD, 7.3 FEET EAST OF A FORKED PINE TREE WITH A WHITE BAND
 BY0562'PAINTED AROUND IT, 1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 BY0562'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, 0.9 MILE
 BY0562'NORTHEAST OF BENCH MARK S 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0037 ***********************************************************************
 CR0037  DESIGNATION -  V 1021
 CR0037  PID         -  CR0037
 CR0037  STATE/COUNTY-  TX/HARRISON
 CR0037  USGS QUAD   -  SCOTTSVILLE (1978)
 CR0037
 CR0037                         *CURRENT SURVEY CONTROL
 CR0037  ___________________________________________________________________
 CR0037* NAD 83(1986)-  32 36 06.     (N)    094 07 41.     (W)     SCALED    
 CR0037* NAVD 88     -        71.519  (meters)     234.64   (feet)  ADJUSTED  
 CR0037  ___________________________________________________________________
 CR0037  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR0037  DYNAMIC HT  -          71.438 (meters)     234.38  (feet)  COMP
 CR0037  MODELED GRAV-     979,512.9   (mgal)                       NAVD 88
 CR0037
 CR0037  VERT ORDER  -  FIRST     CLASS II
 CR0037
 CR0037.The horizontal coordinates were scaled from a topographic map and have
 CR0037.an estimated accuracy of +/- 6 seconds.
 CR0037
 CR0037.The orthometric height was determined by differential leveling
 CR0037.and adjusted by the National Geodetic Survey in June 1991..
 CR0037
 CR0037.The geoid height was determined by GEOID03.
 CR0037
 CR0037.The dynamic height is computed by dividing the NAVD 88
 CR0037.geopotential number by the normal gravity value computed on the
 CR0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0037.degrees latitude (g = 980.6199 gals.).
 CR0037
 CR0037.The modeled gravity was interpolated from observed gravity values.
 CR0037
 CR0037;                    North         East    Units  Estimated Accuracy
 CR0037;SPC TXNC     - 2,112,220.    1,010,240.      MT  (+/- 180 meters Scaled)
 CR0037
 CR0037                          SUPERSEDED SURVEY CONTROL
 CR0037
 CR0037  NGVD 29 (??/??/92)   71.584  (m)          234.86   (f) ADJ UNCH    1 2
 CR0037
 CR0037.Superseded values are not recommended for survey control.
 CR0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0037.See file dsdata.txt to determine how the superseded data were derived.
 CR0037
 CR0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS941076(NAD 83)
 CR0037_MARKER: DB = BENCH MARK DISK
 CR0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0037_STAMPING: V 1021 1954
 CR0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0037+STABILITY: SURFACE MOTION
 CR0037
 CR0037  HISTORY     - Date     Condition        Report By
 CR0037  HISTORY     - 1954     MONUMENTED       CGS
 CR0037  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0037
 CR0037                          STATION DESCRIPTION
 CR0037
 CR0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0037'9.35 MI NW FROM WASKOM.
 CR0037'9.35 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0037'THE STATION AT WASKOM, 0.25 MILE SOUTHEAST OF THE CROSSING OF FARM
 CR0037'ROAD 1999, 7 1/2 RAILS NORTHWEST OF THE NORTHWEST END OF TRESTLE T -
 CR0037'31.6, 59 FEET NORTHEAST OF THE NORTHEAST RAIL, 35 FEET NORTHEAST OF A
 CR0037'CONCRETE WHISTLE POST, 20.5 FEET NORTH OF A FENCE CORNER, 1.3 FEET
 CR0037'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0037'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CR0037
 CR0037                          STATION RECOVERY (1998)
 CR0037
 CR0037'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0007 ***********************************************************************
 CR0007  DESIGNATION -  V 1022
 CR0007  PID         -  CR0007
 CR0007  STATE/COUNTY-  TX/MARION
 CR0007  USGS QUAD   -  KELLYVILLE (1962)
 CR0007
 CR0007                         *CURRENT SURVEY CONTROL
 CR0007  ___________________________________________________________________
 CR0007* NAD 83(1986)-  32 47 19.     (N)    094 24 36.     (W)     SCALED    
 CR0007* NAVD 88     -        83.305  (meters)     273.31   (feet)  ADJUSTED  
 CR0007  ___________________________________________________________________
 CR0007  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CR0007  DYNAMIC HT  -          83.213 (meters)     273.01  (feet)  COMP
 CR0007  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 CR0007
 CR0007  VERT ORDER  -  FIRST     CLASS II
 CR0007
 CR0007.The horizontal coordinates were scaled from a topographic map and have
 CR0007.an estimated accuracy of +/- 6 seconds.
 CR0007
 CR0007.The orthometric height was determined by differential leveling
 CR0007.and adjusted by the National Geodetic Survey in June 1991..
 CR0007
 CR0007.The geoid height was determined by GEOID03.
 CR0007
 CR0007.The dynamic height is computed by dividing the NAVD 88
 CR0007.geopotential number by the normal gravity value computed on the
 CR0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0007.degrees latitude (g = 980.6199 gals.).
 CR0007
 CR0007.The modeled gravity was interpolated from observed gravity values.
 CR0007
 CR0007;                    North         East    Units  Estimated Accuracy
 CR0007;SPC TXNC     - 2,131,870.      982,990.      MT  (+/- 180 meters Scaled)
 CR0007
 CR0007                          SUPERSEDED SURVEY CONTROL
 CR0007
 CR0007  NGVD 29 (??/??/92)   83.358  (m)          273.48   (f) ADJ UNCH    1 2
 CR0007
 CR0007.Superseded values are not recommended for survey control.
 CR0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0007.See file dsdata.txt to determine how the superseded data were derived.
 CR0007
 CR0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS679287(NAD 83)
 CR0007_MARKER: DB = BENCH MARK DISK
 CR0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0007_STAMPING: V 1022 1954
 CR0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0007+STABILITY: SURFACE MOTION
 CR0007
 CR0007  HISTORY     - Date     Condition        Report By
 CR0007  HISTORY     - 1954     MONUMENTED       CGS
 CR0007
 CR0007                          STATION DESCRIPTION
 CR0007
 CR0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0007'4.85 MI NW FROM JEFFERSON.
 CR0007'4.85 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0007'THE STATION AT JEFFERSON, 0.25 MILE SOUTHEAST OF A ROAD CROSSING, 5
 CR0007'POLES WEST OF MILEPOST T - 54, 56 FEET NORTHEAST OF A 23 INCH OAK TREE
 CR0007'WHICH IS AT THE NORTH SIDE OF THE KELLYVILLE CEMETERY, 36 FEET
 CR0007'SOUTHEAST OF THE SOUTHEAST RAIL, 38.3 FEET WEST OF A TELEPHONE POLE,
 CR0007'4.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CR0007'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1551 ***********************************************************************
 BL1551  DESIGNATION -  V 1023
 BL1551  PID         -  BL1551
 BL1551  STATE/COUNTY-  TX/MONTGOMERY
 BL1551  USGS QUAD   -  HOCKLEY (1980)
 BL1551
 BL1551                         *CURRENT SURVEY CONTROL
 BL1551  ___________________________________________________________________
 BL1551* NAD 83(1986)-  30 06 51.     (N)    095 47 41.     (W)     SCALED    
 BL1551* NAVD 88     -        76.97   (+/-2cm)     252.5    (feet)  VERTCON   
 BL1551  ___________________________________________________________________
 BL1551  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1551
 BL1551  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1551
 BL1551.The horizontal coordinates were scaled from a topographic map and have
 BL1551.an estimated accuracy of +/- 6 seconds.
 BL1551
 BL1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1551.The vertical order pertains to the NGVD 29 superseded value.
 BL1551
 BL1551.The geoid height was determined by GEOID03.
 BL1551
 BL1551;                    North         East    Units  Estimated Accuracy
 BL1551;SPC TX C     - 3,058,530.    1,137,290.      MT  (+/- 180 meters Scaled)
 BL1551
 BL1551                          SUPERSEDED SURVEY CONTROL
 BL1551
 BL1551  NGVD 29 (04/06/79)   76.957  (m)          252.48   (f) ADJUSTED    1 2
 BL1551
 BL1551.Superseded values are not recommended for survey control.
 BL1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1551.See file dsdata.txt to determine how the superseded data were derived.
 BL1551
 BL1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP307347(NAD 83)
 BL1551_MARKER: DB = BENCH MARK DISK
 BL1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1551_STAMPING: V 1023 1954
 BL1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1551+STABILITY: SURFACE MOTION
 BL1551
 BL1551  HISTORY     - Date     Condition        Report By
 BL1551  HISTORY     - 1954     MONUMENTED       CGS
 BL1551  HISTORY     - 1978     GOOD             NGS
 BL1551
 BL1551                          STATION DESCRIPTION
 BL1551
 BL1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1551'9.1 MI S FROM MAGNOLIA.
 BL1551'0.2 MILE WEST ALONG AN OILED STREET FROM THE WEST SCHOOL BUILDING AT
 BL1551'MAGNOLIA, THENCE 8.9 MILES SOUTH ALONG A DIRT ROAD, 110 FEET NORTH OF
 BL1551'THE CENTER LINE OF A ROAD, AT A FARMHOUSE, 15 FEET WEST OF THE CENTER
 BL1551'LINE OF A PRIVATE DRIVEWAY, 3.5 FEET WEST OF A FENCE CORNER, 3 FEET
 BL1551'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1551'PROJECTS 0.1 FOOT ABOVE THE GROUND.  NOTE-- THIS ROAD IS NOW UNDER
 BL1551'CONSTRUCTION.
 BL1551
 BL1551                          STATION RECOVERY (1978)
 BL1551
 BL1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1551'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1551'CONROE ROAD AND THE MISSOURI-PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1551'0.15 MILE SOUTHEAST ALONG COMMERCE STREET, AND THENCE 8.5 MILES SOUTH
 BL1551'ALONG NICHOLS SAW MILL ROAD.  AT THE RESIDENCE OF THE OLSON FAMILY,
 BL1551'112 FEET NORTH OF THE CENTERLINE OF NICHOLS SAW MILL ROAD, 34.6 FEET
 BL1551'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK COLUMN SUPPORTING THE
 BL1551'PATIO, 15 FEET WEST OF THE CENTER OF THE DRIVEWAY, AND 4 FEET WEST
 BL1551'OF A GUY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0415 ***********************************************************************
 DM0415  DESIGNATION -  V 1024
 DM0415  PID         -  DM0415
 DM0415  STATE/COUNTY-  TX/HOPKINS
 DM0415  USGS QUAD   -  COMO (1964)
 DM0415
 DM0415                         *CURRENT SURVEY CONTROL
 DM0415  ___________________________________________________________________
 DM0415* NAD 83(1986)-  33 02 32.     (N)    095 26 40.     (W)     SCALED    
 DM0415* NAVD 88     -       164.338  (meters)     539.17   (feet)  ADJUSTED  
 DM0415  ___________________________________________________________________
 DM0415  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DM0415  DYNAMIC HT  -         164.155 (meters)     538.57  (feet)  COMP
 DM0415  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 DM0415
 DM0415  VERT ORDER  -  FIRST     CLASS II
 DM0415
 DM0415.The horizontal coordinates were scaled from a topographic map and have
 DM0415.an estimated accuracy of +/- 6 seconds.
 DM0415
 DM0415.The orthometric height was determined by differential leveling
 DM0415.and adjusted by the National Geodetic Survey in June 1991..
 DM0415
 DM0415.The geoid height was determined by GEOID03.
 DM0415
 DM0415.The dynamic height is computed by dividing the NAVD 88
 DM0415.geopotential number by the normal gravity value computed on the
 DM0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0415.degrees latitude (g = 980.6199 gals.).
 DM0415
 DM0415.The modeled gravity was interpolated from observed gravity values.
 DM0415
 DM0415;                    North         East    Units  Estimated Accuracy
 DM0415;SPC TXNC     - 2,156,690.      885,340.      MT  (+/- 180 meters Scaled)
 DM0415
 DM0415                          SUPERSEDED SURVEY CONTROL
 DM0415
 DM0415  NGVD 29 (??/??/92)  164.336  (m)          539.16   (f) ADJ UNCH    1 2
 DM0415
 DM0415.Superseded values are not recommended for survey control.
 DM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0415.See file dsdata.txt to determine how the superseded data were derived.
 DM0415
 DM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS717586(NAD 83)
 DM0415_MARKER: DB = BENCH MARK DISK
 DM0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0415_STAMPING: V 1024 1954
 DM0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0415+STABILITY: SURFACE MOTION
 DM0415
 DM0415  HISTORY     - Date     Condition        Report By
 DM0415  HISTORY     - 1954     MONUMENTED       CGS
 DM0415  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 DM0415
 DM0415                          STATION DESCRIPTION
 DM0415
 DM0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0415'11.3 MI SE FROM SULPHUR SPRINGS.
 DM0415'11.3 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 DM0415'THE STATION AT SULPHUR SPRINGS, 2.1 MILES SOUTHEAST OF THE STATION
 DM0415'SIGN AT COMO, 1 1/2 POLES SOUTHEAST OF MILEPOST T - 129, 44.4 FEET
 DM0415'SOUTHWEST OF THE SOUTHWEST RAIL, 47 FEET SOUTHWEST OF THE CENTER OF A
 DM0415'PRIVATE ROAD CROSSING, 2 FEET NORTHEAST OF A FENCE, 2.4 FEET SOUTHEAST
 DM0415'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DM0415'0.3 FOOT ABOVE THE GROUND.
 DM0415
 DM0415                          STATION RECOVERY (1995)
 DM0415
 DM0415'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0293 ***********************************************************************
 CR0293  DESIGNATION -  V 1025
 CR0293  PID         -  CR0293
 CR0293  STATE/COUNTY-  TX/CAMP
 CR0293  USGS QUAD   -  NEWSOME (1980)
 CR0293
 CR0293                         *CURRENT SURVEY CONTROL
 CR0293  ___________________________________________________________________
 CR0293* NAD 83(1986)-  32 58 30.     (N)    095 08 52.     (W)     SCALED    
 CR0293* NAVD 88     -       131.184  (meters)     430.39   (feet)  ADJUSTED  
 CR0293  ___________________________________________________________________
 CR0293  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CR0293  DYNAMIC HT  -         131.038 (meters)     429.91  (feet)  COMP
 CR0293  MODELED GRAV-     979,518.1   (mgal)                       NAVD 88
 CR0293
 CR0293  VERT ORDER  -  FIRST     CLASS II
 CR0293
 CR0293.The horizontal coordinates were scaled from a topographic map and have
 CR0293.an estimated accuracy of +/- 6 seconds.
 CR0293
 CR0293.The orthometric height was determined by differential leveling
 CR0293.and adjusted by the National Geodetic Survey in June 1991..
 CR0293
 CR0293.The geoid height was determined by GEOID03.
 CR0293
 CR0293.The dynamic height is computed by dividing the NAVD 88
 CR0293.geopotential number by the normal gravity value computed on the
 CR0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0293.degrees latitude (g = 980.6199 gals.).
 CR0293
 CR0293.The modeled gravity was interpolated from observed gravity values.
 CR0293
 CR0293;                    North         East    Units  Estimated Accuracy
 CR0293;SPC TXNC     - 2,150,080.      913,270.      MT  (+/- 180 meters Scaled)
 CR0293
 CR0293                          SUPERSEDED SURVEY CONTROL
 CR0293
 CR0293  NGVD 29 (??/??/92)  131.195  (m)          430.43   (f) ADJ UNCH    1 2
 CR0293
 CR0293.Superseded values are not recommended for survey control.
 CR0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0293.See file dsdata.txt to determine how the superseded data were derived.
 CR0293
 CR0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS992505(NAD 83)
 CR0293_MARKER: DB = BENCH MARK DISK
 CR0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0293_STAMPING: V 1025 1954
 CR0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0293+STABILITY: SURFACE MOTION
 CR0293
 CR0293  HISTORY     - Date     Condition        Report By
 CR0293  HISTORY     - 1954     MONUMENTED       CGS
 CR0293
 CR0293                          STATION DESCRIPTION
 CR0293
 CR0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0293'8.7 MI E FROM WINNSBORO.
 CR0293'8.7 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0293'STATION AT WINNSBORO, 0.6 MILE WEST OF THE STATION SIGN AT NEWSOME, 6
 CR0293'1/2 RAILS EAST OF A PRIVATE ROAD CROSSING, 106 FEET SOUTHWEST OF
 CR0293'MILEPOST T - 109, 44 FEET SOUTH OF THE SOUTH RAIL, 4 FEET NORTHWEST OF
 CR0293'A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 2.4 FEET EAST OF A WITNESS
 CR0293'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CR0293'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0175 ***********************************************************************
 BM0175  DESIGNATION -  V 1027
 BM0175  PID         -  BM0175
 BM0175  STATE/COUNTY-  TX/AUSTIN
 BM0175  USGS QUAD   -  BUCKHORN (1989)
 BM0175
 BM0175                         *CURRENT SURVEY CONTROL
 BM0175  ___________________________________________________________________
 BM0175* NAD 83(1986)-  30 00 01.     (N)    096 07 53.     (W)     SCALED    
 BM0175* NAVD 88     -        53.81   (+/-2cm)     176.5    (feet)  VERTCON   
 BM0175  ___________________________________________________________________
 BM0175  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BM0175
 BM0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0175
 BM0175.The horizontal coordinates were scaled from a topographic map and have
 BM0175.an estimated accuracy of +/- 6 seconds.
 BM0175
 BM0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0175.The vertical order pertains to the NGVD 29 superseded value.
 BM0175
 BM0175.The geoid height was determined by GEOID03.
 BM0175
 BM0175;                    North         East    Units  Estimated Accuracy
 BM0175;SPC TXSC     - 4,243,550.      876,730.      MT  (+/- 180 meters Scaled)
 BM0175
 BM0175                          SUPERSEDED SURVEY CONTROL
 BM0175
 BM0175  NGVD 29 (??/??/92)   53.796  (m)          176.50   (f) ADJ UNCH    2 0
 BM0175
 BM0175.Superseded values are not recommended for survey control.
 BM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0175.See file dsdata.txt to determine how the superseded data were derived.
 BM0175
 BM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU767222(NAD 83)
 BM0175_MARKER: DB = BENCH MARK DISK
 BM0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0175_STAMPING: V 1027 1954
 BM0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0175+STABILITY: SURFACE MOTION
 BM0175
 BM0175  HISTORY     - Date     Condition        Report By
 BM0175  HISTORY     - 1954     MONUMENTED       CGS
 BM0175  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 BM0175
 BM0175                          STATION DESCRIPTION
 BM0175
 BM0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0175'2.0 MI S FROM COCHRAN.
 BM0175'2.0 MILES SOUTH ALONG A PAVED ROAD FROM THE ELEMENTARY SCHOOL AT
 BM0175'COCHRAN, 33 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD, AT A JOG IN
 BM0175'THE ROAD, 20 FEET WEST OF THE CENTER OF A WOODEN GATE, 2 FEET SOUTH OF
 BM0175'A FENCE, 2.9 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0175'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0175
 BM0175                          STATION RECOVERY (1999)
 BM0175
 BM0175'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1567 ***********************************************************************
 BL1567  DESIGNATION -  V 1028
 BL1567  PID         -  BL1567
 BL1567  STATE/COUNTY-  TX/WALLER
 BL1567  USGS QUAD   -  WALLER (1980)
 BL1567
 BL1567                         *CURRENT SURVEY CONTROL
 BL1567  ___________________________________________________________________
 BL1567* NAD 83(1986)-  30 03 23.     (N)    095 55 36.     (W)     SCALED    
 BL1567* NAVD 88     -        75.93   (+/-2cm)     249.1    (feet)  VERTCON   
 BL1567  ___________________________________________________________________
 BL1567  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1567
 BL1567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1567
 BL1567.The horizontal coordinates were scaled from a topographic map and have
 BL1567.an estimated accuracy of +/- 6 seconds.
 BL1567
 BL1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1567.The vertical order pertains to the NGVD 29 superseded value.
 BL1567
 BL1567.The geoid height was determined by GEOID03.
 BL1567
 BL1567;                    North         East    Units  Estimated Accuracy
 BL1567;SPC TXSC     - 4,250,270.      896,320.      MT  (+/- 180 meters Scaled)
 BL1567
 BL1567                          SUPERSEDED SURVEY CONTROL
 BL1567
 BL1567  NGVD 29 (??/??/92)   75.913  (m)          249.06   (f) ADJ UNCH    2 0
 BL1567
 BL1567.Superseded values are not recommended for survey control.
 BL1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1567.See file dsdata.txt to determine how the superseded data were derived.
 BL1567
 BL1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP178286(NAD 83)
 BL1567_MARKER: DB = BENCH MARK DISK
 BL1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1567_STAMPING: V 1028 1954
 BL1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1567+STABILITY: SURFACE MOTION
 BL1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1567+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 BL1567
 BL1567  HISTORY     - Date     Condition        Report By
 BL1567  HISTORY     - 1954     MONUMENTED       CGS
 BL1567  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1567  HISTORY     - 19990715 GOOD             USPSQD
 BL1567  HISTORY     - 20041014 GOOD             USPSQD
 BL1567  HISTORY     - 20060218 GOOD             USPSQD
 BL1567
 BL1567                          STATION DESCRIPTION
 BL1567
 BL1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1567'IN WALLER.
 BL1567'AT WALLER, 165 FEET EAST OF THE EAST END OF THE TEXAS AND NEW ORLEANS
 BL1567'RAILROAD STATION, 39 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 BL1567'11 FEET EAST OF A TELEPHONE POLE, 56 FEET EAST OF THE CENTER LINE OF A
 BL1567'GRAVELED ROAD LEADING SOUTH, 3.5 FEET SOUTH OF A WITNESS POST, SET IN
 BL1567'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1567
 BL1567                          STATION RECOVERY (1987)
 BL1567
 BL1567'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1567'MARK NOT FOUND.
 BL1567
 BL1567                          STATION RECOVERY (1999)
 BL1567
 BL1567'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1567'RECOVERED IN GOOD CONDITION.
 BL1567
 BL1567                          STATION RECOVERY (2004)
 BL1567
 BL1567'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1567'RECOVERED IN GOOD CONDITION.
 BL1567
 BL1567                          STATION RECOVERY (2006)
 BL1567
 BL1567'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BL1567'REMOVE WITNESS POST FROM STATION DESCRIPTION.  MARK IS ABOUT 2 INCHES
 BL1567'BELOW GRADE.  SOMEONE VISITED THE MARK AND LEFT IT UNCOVERED WITH A
 BL1567'WOOD LATHE IN THE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0193 ***********************************************************************
 BM0193  DESIGNATION -  V 1029
 BM0193  PID         -  BM0193
 BM0193  STATE/COUNTY-  TX/AUSTIN
 BM0193  USGS QUAD   -  BUCKHORN (1989)
 BM0193
 BM0193                         *CURRENT SURVEY CONTROL
 BM0193  ___________________________________________________________________
 BM0193* NAD 83(1986)-  30 01 53.     (N)    096 09 04.     (W)     SCALED    
 BM0193* NAVD 88     -        55.07   (+/-2cm)     180.7    (feet)  VERTCON   
 BM0193  ___________________________________________________________________
 BM0193  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BM0193
 BM0193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0193
 BM0193.The horizontal coordinates were scaled from a topographic map and have
 BM0193.an estimated accuracy of +/- 6 seconds.
 BM0193
 BM0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0193.The vertical order pertains to the NGVD 29 superseded value.
 BM0193
 BM0193.The geoid height was determined by GEOID03.
 BM0193
 BM0193;                    North         East    Units  Estimated Accuracy
 BM0193;SPC TXSC     - 4,246,960.      874,750.      MT  (+/- 180 meters Scaled)
 BM0193
 BM0193                          SUPERSEDED SURVEY CONTROL
 BM0193
 BM0193  NGVD 29 (??/??/92)   55.056  (m)          180.63   (f) ADJ UNCH    2 0
 BM0193
 BM0193.Superseded values are not recommended for survey control.
 BM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0193.See file dsdata.txt to determine how the superseded data were derived.
 BM0193
 BM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU747256(NAD 83)
 BM0193_MARKER: DB = BENCH MARK DISK
 BM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0193_STAMPING: V 1029 1954
 BM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0193+STABILITY: SURFACE MOTION
 BM0193
 BM0193  HISTORY     - Date     Condition        Report By
 BM0193  HISTORY     - 1954     MONUMENTED       CGS
 BM0193  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0193
 BM0193                          STATION DESCRIPTION
 BM0193
 BM0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0193'1.95 MI NW FROM COCHRAN.
 BM0193'0.5 MILE NORTH ALONG AN OILED ROAD FROM THE GRADE SCHOOL AT COCHRAN,
 BM0193'THENCE 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 159, THENCE 0.8 MILE
 BM0193'NORTHWEST ALONG A GRAVELED ROAD, 49 FEET NORTHEAST OF THE CENTER LINE
 BM0193'OF A ROAD, 1.6 FEET SOUTHWEST OF A FENCE, 2.4 FEET NORTHWEST OF A
 BM0193'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BM0193'FOOT ABOVE THE GROUND.
 BM0193
 BM0193                          STATION RECOVERY (1999)
 BM0193
 BM0193'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0005 ***********************************************************************
 BO0005  DESIGNATION -  V 103 RESET 1947
 BO0005  PID         -  BO0005
 BO0005  STATE/COUNTY-  TX/SUTTON
 BO0005  USGS QUAD   -  BUFFALO WELL SW (1982)
 BO0005
 BO0005                         *CURRENT SURVEY CONTROL
 BO0005  ___________________________________________________________________
 BO0005* NAD 83(1986)-  30 32 29.     (N)    100 28 35.     (W)     SCALED    
 BO0005* NAVD 88     -       716.20   (+/-2cm)    2349.7    (feet)  VERTCON   
 BO0005  ___________________________________________________________________
 BO0005  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BO0005
 BO0005  VERT ORDER  -  THIRD (See Below)
 BO0005
 BO0005.The horizontal coordinates were scaled from a topographic map and have
 BO0005.an estimated accuracy of +/- 6 seconds.
 BO0005
 BO0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0005.The vertical order pertains to the NGVD 29 superseded value.
 BO0005
 BO0005.The geoid height was determined by GEOID03.
 BO0005
 BO0005;                    North         East    Units  Estimated Accuracy
 BO0005;SPC TX C     - 3,096,980.      686,270.      MT  (+/- 180 meters Scaled)
 BO0005
 BO0005                          SUPERSEDED SURVEY CONTROL
 BO0005
 BO0005  NGVD 29 (01/29/03)  716.04   (m)         2349.2    (f) RESET       3  
 BO0005
 BO0005.Superseded values are not recommended for survey control.
 BO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0005.See file dsdata.txt to determine how the superseded data were derived.
 BO0005
 BO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU583797(NAD 83)
 BO0005_MARKER: DB = BENCH MARK DISK
 BO0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0005_STAMPING: V 103 RESET 1947
 BO0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0005+STABILITY: SURFACE MOTION
 BO0005
 BO0005  HISTORY     - Date     Condition        Report By
 BO0005  HISTORY     - 1947     MONUMENTED       CGS
 BO0005  HISTORY     - 1958     GOOD             NGS
 BO0005
 BO0005                          STATION DESCRIPTION
 BO0005
 BO0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0005'10.85 MI E FROM SONORA.
 BO0005'ABOUT 10.85 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION
 BO0005'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, 54 FEET NORTH OF THE
 BO0005'CENTER LINE OF THE HIGHWAY, 150 YARDS EAST OF A CULVERT, 3 FEET NORTH
 BO0005'OF A FENCE LINE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT
 BO0005'LOWER THAN THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BO0005'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0188 ***********************************************************************
 BM0188  DESIGNATION -  V 1030
 BM0188  PID         -  BM0188
 BM0188  STATE/COUNTY-  TX/AUSTIN
 BM0188  USGS QUAD   -  BUCKHORN (1989)
 BM0188
 BM0188                         *CURRENT SURVEY CONTROL
 BM0188  ___________________________________________________________________
 BM0188* NAD 83(1986)-  30 03 41.     (N)    096 12 36.     (W)     SCALED    
 BM0188* NAVD 88     -        50.39   (+/-2cm)     165.3    (feet)  VERTCON   
 BM0188  ___________________________________________________________________
 BM0188  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BM0188
 BM0188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0188
 BM0188.The horizontal coordinates were scaled from a topographic map and have
 BM0188.an estimated accuracy of +/- 6 seconds.
 BM0188
 BM0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0188.The vertical order pertains to the NGVD 29 superseded value.
 BM0188
 BM0188.The geoid height was determined by GEOID03.
 BM0188
 BM0188;                    North         East    Units  Estimated Accuracy
 BM0188;SPC TXSC     - 4,250,140.      868,990.      MT  (+/- 180 meters Scaled)
 BM0188
 BM0188                          SUPERSEDED SURVEY CONTROL
 BM0188
 BM0188  NGVD 29 (??/??/92)   50.366  (m)          165.24   (f) ADJ UNCH    2 0
 BM0188
 BM0188.Superseded values are not recommended for survey control.
 BM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0188.See file dsdata.txt to determine how the superseded data were derived.
 BM0188
 BM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU689288(NAD 83)
 BM0188_MARKER: DB = BENCH MARK DISK
 BM0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0188_STAMPING: V 1030 1954
 BM0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0188+STABILITY: SURFACE MOTION
 BM0188
 BM0188  HISTORY     - Date     Condition        Report By
 BM0188  HISTORY     - 1954     MONUMENTED       CGS
 BM0188  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0188
 BM0188                          STATION DESCRIPTION
 BM0188
 BM0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0188'7.65 MI NW FROM COCHRAN.
 BM0188'0.5 MILE NORTH ALONG AN OILED ROAD FROM THE GRADED SCHOOL AT COCHRAN,
 BM0188'THENCE 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 159, THENCE 2.3 MILES
 BM0188'NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ALONG A DIRT
 BM0188'ROAD, THENCE 1.55 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.6 MILE
 BM0188'SOUTHWEST ALONG FARM ROAD 1456, THENCE 0.9 MILE NORTH ALONG A GRAVELED
 BM0188'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, 28 FEET EAST OF
 BM0188'THE CENTER LINE OF THE ROAD, 0.1 MILE SOUTH OF A SMALL WOODEN BRIDGE,
 BM0188'18 FEET NORTH OF THE CENTER OF A WIRE GATE, 1 FOOT WEST OF A FENCE,
 BM0188'2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BM0188'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0188
 BM0188                          STATION RECOVERY (1999)
 BM0188
 BM0188'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1496 ***********************************************************************
 BL1496  DESIGNATION -  V 1031 RESET 1966
 BL1496  PID         -  BL1496
 BL1496  STATE/COUNTY-  TX/GRIMES
 BL1496  USGS QUAD   -  STONEHAM (1961)
 BL1496
 BL1496                         *CURRENT SURVEY CONTROL
 BL1496  ___________________________________________________________________
 BL1496* NAD 83(1986)-  30 18 57.     (N)    095 58 32.     (W)     SCALED    
 BL1496* NAVD 88     -       108.43   (+/-2cm)     355.7    (feet)  VERTCON   
 BL1496  ___________________________________________________________________
 BL1496  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BL1496
 BL1496  VERT ORDER  -  THIRD (See Below)
 BL1496
 BL1496.The horizontal coordinates were scaled from a topographic map and have
 BL1496.an estimated accuracy of +/- 6 seconds.
 BL1496
 BL1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1496.The vertical order pertains to the NGVD 29 superseded value.
 BL1496
 BL1496.The geoid height was determined by GEOID03.
 BL1496
 BL1496;                    North         East    Units  Estimated Accuracy
 BL1496;SPC TX C     - 3,080,170.    1,119,000.      MT  (+/- 180 meters Scaled)
 BL1496
 BL1496                          SUPERSEDED SURVEY CONTROL
 BL1496
 BL1496  NGVD 29 (??/??/??)  108.41   (m)          355.7    (f) RESET       3  
 BL1496
 BL1496.Superseded values are not recommended for survey control.
 BL1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1496.See file dsdata.txt to determine how the superseded data were derived.
 BL1496
 BL1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP138575(NAD 83)
 BL1496_MARKER: DB = BENCH MARK DISK
 BL1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1496_STAMPING: V 1031 RESET 1966
 BL1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1496+STABILITY: SURFACE MOTION
 BL1496
 BL1496  HISTORY     - Date     Condition        Report By
 BL1496  HISTORY     - 1966     MONUMENTED       CGS
 BL1496  HISTORY     - 19940820 POOR             USPSQD
 BL1496  HISTORY     - 19991104 POOR             USPSQD
 BL1496
 BL1496                          STATION DESCRIPTION
 BL1496
 BL1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BL1496'9.6 MI SE FROM NAVASOTA.
 BL1496'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAYS 6 AND 105 FROM THE
 BL1496'JUNCTION OF STATE HIGHWAYS 6, 105 AND 90 IN NAVASOTA, THENCE 5.7 MILES
 BL1496'EAST ALONG STATE HIGHWAY 105, THENCE 3.05 MILES SOUTH ALONG F.M.
 BL1496'HIGHWAY 2988 TO SITE OF BENCH MARK, 49 FEET EAST OF THE CENTER LINE OF
 BL1496'HIGHWAY, ABOUT 100 YARDS EAST-SOUTHEAST OF A METAL SHED, AND 1 FOOT
 BL1496'SOUTH OF A METAL WITNESS POST.  A STANDARD DISK SET IN 12 X 12 IN.
 BL1496'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES.  AT HIGHWAY STATION 160 +
 BL1496'01.
 BL1496
 BL1496                          STATION RECOVERY (1994)
 BL1496
 BL1496'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1496'MARK RECOVERED IN POOR CONDITION.
 BL1496
 BL1496                          STATION RECOVERY (1999)
 BL1496
 BL1496'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1496'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0137 ***********************************************************************
 BM0137  DESIGNATION -  V 1032
 BM0137  PID         -  BM0137
 BM0137  STATE/COUNTY-  TX/GRIMES
 BM0137  USGS QUAD   -  COURTNEY (1989)
 BM0137
 BM0137                         *CURRENT SURVEY CONTROL
 BM0137  ___________________________________________________________________
 BM0137* NAD 83(1986)-  30 16 25.     (N)    096 01 26.     (W)     SCALED    
 BM0137* NAVD 88     -        72.26   (+/-2cm)     237.1    (feet)  VERTCON   
 BM0137  ___________________________________________________________________
 BM0137  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BM0137
 BM0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0137
 BM0137.The horizontal coordinates were scaled from a topographic map and have
 BM0137.an estimated accuracy of +/- 6 seconds.
 BM0137
 BM0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0137.The vertical order pertains to the NGVD 29 superseded value.
 BM0137
 BM0137.The geoid height was determined by GEOID03.
 BM0137
 BM0137;                    North         East    Units  Estimated Accuracy
 BM0137;SPC TX C     - 3,075,320.    1,114,540.      MT  (+/- 180 meters Scaled)
 BM0137
 BM0137                          SUPERSEDED SURVEY CONTROL
 BM0137
 BM0137  NGVD 29 (??/??/92)   72.243  (m)          237.02   (f) ADJ UNCH    2 0
 BM0137
 BM0137.Superseded values are not recommended for survey control.
 BM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0137.See file dsdata.txt to determine how the superseded data were derived.
 BM0137
 BM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU863528(NAD 83)
 BM0137_MARKER: DB = BENCH MARK DISK
 BM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0137_STAMPING: V 1032 1954
 BM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0137+STABILITY: SURFACE MOTION
 BM0137
 BM0137  HISTORY     - Date     Condition        Report By
 BM0137  HISTORY     - 1954     MONUMENTED       CGS
 BM0137  HISTORY     - 1958     MARK NOT FOUND   USGS
 BM0137  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0137  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BM0137
 BM0137                          STATION DESCRIPTION
 BM0137
 BM0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0137'3.05 MI E FROM COURTNEY.
 BM0137'2.0 MILES EAST ALONG FARM ROAD 2 FROM THE TEXAS AND NEW ORLEANS
 BM0137'RAILROAD STATION SIGN AT COURTNEY, THENCE 1.05 MILES EAST ALONG A
 BM0137'SANDY ROAD, 13 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13 FEET WEST
 BM0137'OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 1 FOOT NORTH OF A
 BM0137'FENCE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0137'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BM0137
 BM0137                          STATION RECOVERY (1958)
 BM0137
 BM0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BM0137'MARK NOT FOUND.
 BM0137
 BM0137                          STATION RECOVERY (1991)
 BM0137
 BM0137'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0137'MARK NOT FOUND.
 BM0137
 BM0137                          STATION RECOVERY (1999)
 BM0137
 BM0137'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1446 ***********************************************************************
 BL1446  DESIGNATION -  V 1033
 BL1446  PID         -  BL1446
 BL1446  STATE/COUNTY-  TX/GRIMES
 BL1446  USGS QUAD   -  STONEHAM (1961)
 BL1446
 BL1446                         *CURRENT SURVEY CONTROL
 BL1446  ___________________________________________________________________
 BL1446* NAD 83(1986)-  30 21 30.     (N)    095 55 34.     (W)     SCALED    
 BL1446* NAVD 88     -       108.65   (+/-2cm)     356.5    (feet)  VERTCON   
 BL1446  ___________________________________________________________________
 BL1446  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1446
 BL1446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1446
 BL1446.The horizontal coordinates were scaled from a topographic map and have
 BL1446.an estimated accuracy of +/- 6 seconds.
 BL1446
 BL1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1446.The vertical order pertains to the NGVD 29 superseded value.
 BL1446
 BL1446.The geoid height was determined by GEOID03.
 BL1446
 BL1446;                    North         East    Units  Estimated Accuracy
 BL1446;SPC TX C     - 3,085,070.    1,123,570.      MT  (+/- 180 meters Scaled)
 BL1446
 BL1446                          SUPERSEDED SURVEY CONTROL
 BL1446
 BL1446  NGVD 29 (??/??/92)  108.629  (m)          356.39   (f) ADJ UNCH    2 0
 BL1446
 BL1446.Superseded values are not recommended for survey control.
 BL1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1446.See file dsdata.txt to determine how the superseded data were derived.
 BL1446
 BL1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP187621(NAD 83)
 BL1446_MARKER: DB = BENCH MARK DISK
 BL1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1446_STAMPING: V 1033 1954
 BL1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1446+STABILITY: SURFACE MOTION
 BL1446
 BL1446  HISTORY     - Date     Condition        Report By
 BL1446  HISTORY     - 1954     MONUMENTED       CGS
 BL1446  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BL1446
 BL1446                          STATION DESCRIPTION
 BL1446
 BL1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1446'1.0 MI NW FROM STONEHAM.
 BL1446'1.0 MILE NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BL1446'FROM THE STATION AT STONEHAM, 210 FEET EAST OF MILEPOST 37/10, 96 FEET
 BL1446'NORTHEAST OF THE NORTHEAST RAIL, 64 FEET SOUTHWEST OF THE CENTER LINE
 BL1446'OF STATE HIGHWAY 105, 1.4 FEET SOUTHWEST OF A FENCE, 2.4 FEET
 BL1446'SOUTHEAST OF A WITNESS POST, 4 FEET ABOVE THE TOP OF THE RAILS, SET IN
 BL1446'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1446'NOTE-- THE INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI
 BL1446'PACIFIC.
 BL1446
 BL1446                          STATION RECOVERY (1999)
 BL1446
 BL1446'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0858 ***********************************************************************
 BZ0858  DESIGNATION -  V 1034
 BZ0858  PID         -  BZ0858
 BZ0858  STATE/COUNTY-  TX/BELL
 BZ0858  USGS QUAD   -  TEMPLE (1993)
 BZ0858
 BZ0858                         *CURRENT SURVEY CONTROL
 BZ0858  ___________________________________________________________________
 BZ0858* NAD 83(1986)-  31 01 28.     (N)    097 18 21.     (W)     SCALED    
 BZ0858* NAVD 88     -       157.845  (meters)     517.86   (feet)  ADJUSTED  
 BZ0858  ___________________________________________________________________
 BZ0858  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BZ0858  DYNAMIC HT  -         157.638 (meters)     517.18  (feet)  COMP
 BZ0858  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 BZ0858
 BZ0858  VERT ORDER  -  SECOND    CLASS 0
 BZ0858
 BZ0858.The horizontal coordinates were scaled from a topographic map and have
 BZ0858.an estimated accuracy of +/- 6 seconds.
 BZ0858
 BZ0858.The orthometric height was determined by differential leveling
 BZ0858.and adjusted by the National Geodetic Survey in June 1991..
 BZ0858
 BZ0858.The geoid height was determined by GEOID03.
 BZ0858
 BZ0858.The dynamic height is computed by dividing the NAVD 88
 BZ0858.geopotential number by the normal gravity value computed on the
 BZ0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0858.degrees latitude (g = 980.6199 gals.).
 BZ0858
 BZ0858.The modeled gravity was interpolated from observed gravity values.
 BZ0858
 BZ0858;                    North         East    Units  Estimated Accuracy
 BZ0858;SPC TX C     - 3,154,450.      989,000.      MT  (+/- 180 meters Scaled)
 BZ0858
 BZ0858                          SUPERSEDED SURVEY CONTROL
 BZ0858
 BZ0858  NGVD 29 (??/??/92)  157.785  (m)          517.67   (f) ADJ UNCH    2 0
 BZ0858
 BZ0858.Superseded values are not recommended for survey control.
 BZ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0858.See file dsdata.txt to determine how the superseded data were derived.
 BZ0858
 BZ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV617335(NAD 83)
 BZ0858_MARKER: DB = BENCH MARK DISK
 BZ0858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0858_SP_SET: BRIDGE ABUTMENT
 BZ0858_STAMPING: V 1034 1954
 BZ0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0858
 BZ0858  HISTORY     - Date     Condition        Report By
 BZ0858  HISTORY     - 1954     MONUMENTED       CGS
 BZ0858  HISTORY     - 20031011 GOOD             USPSQD
 BZ0858
 BZ0858                          STATION DESCRIPTION
 BZ0858
 BZ0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BZ0858'0.35 MI NW FROM HEIDENHEIMER.
 BZ0858'0.35 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BZ0858'FROM THE STATION AT HEIDENHEIMER, 9 1/2 POLES SOUTHEAST OF MILEPOST
 BZ0858'213, 12.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET BELOW THE TOP
 BZ0858'OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 BZ0858'STONE ABUTMENT OF BRIDGE 212 B.
 BZ0858
 BZ0858                          STATION RECOVERY (2003)
 BZ0858
 BZ0858'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0388 ***********************************************************************
 DN0388  DESIGNATION -  V 1035
 DN0388  PID         -  DN0388
 DN0388  STATE/COUNTY-  TX/COLLIN
 DN0388  USGS QUAD   -  MC KINNEY EAST (1973)
 DN0388
 DN0388                         *CURRENT SURVEY CONTROL
 DN0388  ___________________________________________________________________
 DN0388* NAD 83(1986)-  33 11 37.     (N)    096 35 58.     (W)     SCALED    
 DN0388* NAVD 88     -       177.190  (meters)     581.33   (feet)  ADJUSTED  
 DN0388  ___________________________________________________________________
 DN0388  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DN0388  DYNAMIC HT  -         176.998 (meters)     580.70  (feet)  COMP
 DN0388  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 DN0388
 DN0388  VERT ORDER  -  SECOND    CLASS 0
 DN0388
 DN0388.The horizontal coordinates were scaled from a topographic map and have
 DN0388.an estimated accuracy of +/- 6 seconds.
 DN0388
 DN0388.The orthometric height was determined by differential leveling
 DN0388.and adjusted by the National Geodetic Survey in June 1991..
 DN0388
 DN0388.The geoid height was determined by GEOID03.
 DN0388
 DN0388.The dynamic height is computed by dividing the NAVD 88
 DN0388.geopotential number by the normal gravity value computed on the
 DN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0388.degrees latitude (g = 980.6199 gals.).
 DN0388
 DN0388.The modeled gravity was interpolated from observed gravity values.
 DN0388
 DN0388;                    North         East    Units  Estimated Accuracy
 DN0388;SPC TXNC     - 2,170,930.      777,190.      MT  (+/- 180 meters Scaled)
 DN0388
 DN0388                          SUPERSEDED SURVEY CONTROL
 DN0388
 DN0388  NGVD 29 (??/??/92)  177.206  (m)          581.38   (f) ADJ UNCH    2 0
 DN0388
 DN0388.Superseded values are not recommended for survey control.
 DN0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0388.See file dsdata.txt to determine how the superseded data were derived.
 DN0388
 DN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB237753(NAD 83)
 DN0388_MARKER: DB = BENCH MARK DISK
 DN0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0388_STAMPING: V 1035 1954
 DN0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0388+STABILITY: SURFACE MOTION
 DN0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0388+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0388
 DN0388  HISTORY     - Date     Condition        Report By
 DN0388  HISTORY     - 1954     MONUMENTED       CGS
 DN0388  HISTORY     - 19910707 GOOD             USPSQD
 DN0388  HISTORY     - 20051031 GOOD             BOHAN
 DN0388
 DN0388                          STATION DESCRIPTION
 DN0388
 DN0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0388'1.0 MI E FROM MCKINNEY.
 DN0388'0.25 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 DN0388'MCKINNEY, THENCE 0.75 MILE EAST ALONG ANTHONY STREET.  20 FEET NORTH
 DN0388'OF THE CENTER LINE OF ANTHONY STREET, 40 FEET SOUTHEAST OF THE
 DN0388'SOUTHEAST CORNER OF A SMALL WHITE HOUSE, 14 FEET EAST OF A 10 INCH
 DN0388'HACKBERRY TREE, 4 FEET WEST OF A POWER POLE, 2.4 FEET SOUTH OF A
 DN0388'FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DN0388'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 DN0388
 DN0388                          STATION RECOVERY (1991)
 DN0388
 DN0388'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0388'RECOVERED IN GOOD CONDITION.
 DN0388
 DN0388                          STATION RECOVERY (2005)
 DN0388
 DN0388'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1771 ***********************************************************************
 BK1771  DESIGNATION -  V 1036
 BK1771  PID         -  BK1771
 BK1771  STATE/COUNTY-  TX/ORANGE
 BK1771  USGS QUAD   -  TERRY (1974)
 BK1771
 BK1771                         *CURRENT SURVEY CONTROL
 BK1771  ___________________________________________________________________
 BK1771* NAD 83(1986)-  30 05 52.     (N)    093 53 53.     (W)     SCALED    
 BK1771* NAVD 88     -         4.114  (meters)      13.50   (feet)  ADJUSTED  
 BK1771  ___________________________________________________________________
 BK1771  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1771  DYNAMIC HT  -           4.109 (meters)      13.48  (feet)  COMP
 BK1771  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BK1771
 BK1771  VERT ORDER  -  FIRST     CLASS I
 BK1771
 BK1771.The horizontal coordinates were scaled from a topographic map and have
 BK1771.an estimated accuracy of +/- 6 seconds.
 BK1771
 BK1771.The orthometric height was determined by differential leveling
 BK1771.and adjusted by the National Geodetic Survey in June 1991..
 BK1771
 BK1771.The geoid height was determined by GEOID03.
 BK1771
 BK1771.The dynamic height is computed by dividing the NAVD 88
 BK1771.geopotential number by the normal gravity value computed on the
 BK1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1771.degrees latitude (g = 980.6199 gals.).
 BK1771
 BK1771.The modeled gravity was interpolated from observed gravity values.
 BK1771
 BK1771;                    North         East    Units  Estimated Accuracy
 BK1771;SPC TX C     - 3,065,730.    1,319,960.      MT  (+/- 180 meters Scaled)
 BK1771
 BK1771                          SUPERSEDED SURVEY CONTROL
 BK1771
 BK1771  NGVD 29 (??/??/??)    4.086  (m)           13.41   (f) ADJUSTED    1 1
 BK1771
 BK1771.Superseded values are not recommended for survey control.
 BK1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1771.See file dsdata.txt to determine how the superseded data were derived.
 BK1771
 BK1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP134299(NAD 83)
 BK1771_MARKER: DB = BENCH MARK DISK
 BK1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1771_SP_SET: CONCRETE POST
 BK1771_STAMPING: V 1036 1955
 BK1771_MARK LOGO: CGS   
 BK1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1771+STABILITY: SURFACE MOTION
 BK1771
 BK1771  HISTORY     - Date     Condition        Report By
 BK1771  HISTORY     - 1955     MONUMENTED       CGS
 BK1771  HISTORY     - 1972     GOOD             NGS
 BK1771  HISTORY     - 1986     GOOD             NGS
 BK1771  HISTORY     - 20010331 GOOD             USPSQD
 BK1771  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1771
 BK1771                          STATION DESCRIPTION
 BK1771
 BK1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1771'9.35 MI W FROM ORANGE.
 BK1771'ABOUT 9.35 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1771'STATION AT ORANGE, 3 1/2 POLES WEST OF MILE POST NO. 266, 110 FEET
 BK1771'EAST OF THE EXTENDED CENTER LINE OF A SHELL ROAD LEADING NORTH, 55.7
 BK1771'FEET SOUTHWEST OF AND ACROSS A SHELL ROAD FROM A UNDERGROUND TELEPHONE
 BK1771'CABLE MARKER NO. 422 33 FEET SOUTH OF THE CENTER LINE OF A SHELL ROAD
 BK1771'PARALELLING THE TRACK, 26 FEET NORTH OF THE NORTH RAIL, 10 FEET WEST
 BK1771'OF A TELEPHONE POLE AND IN LINE WITH A ROW OF POLES, 1.4 FEET SOUTH OF
 BK1771'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE RAILS, SET
 BK1771'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. NOTE-- THIS MARK
 BK1771'CAN ALSO BE REACHED BY GOING 1.1 MILE NORTHEAST ALONG THE KANSAS CITY
 BK1771'AND SOUTHERN RAILROAD FROM THE SOUTHWEST END OF THE RAILROAD BRIDGE
 BK1771'OVER THE NECHES RIVER AT BEAUMONT, THENCE 11.25 EAST ALONG THE
 BK1771'SOUTHERN PACIFIC RAILROAD.
 BK1771
 BK1771                          STATION RECOVERY (1986)
 BK1771
 BK1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1771'RECOVERED IN GOOD CONDITION.
 BK1771
 BK1771                          STATION RECOVERY (2001)
 BK1771
 BK1771'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRM)
 BK1771'RECOVERED IN GOOD CONDITION.
 BK1771
 BK1771                          STATION RECOVERY (2004)
 BK1771
 BK1771'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMM)
 BK1771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0265 ***********************************************************************
 EO0265  DESIGNATION -  V 1037
 EO0265  PID         -  EO0265
 EO0265  STATE/COUNTY-  TX/PARMER
 EO0265  USGS QUAD   -  FARWELL (1985)
 EO0265
 EO0265                         *CURRENT SURVEY CONTROL
 EO0265  ___________________________________________________________________
 EO0265* NAD 83(1986)-  34 24 58.     (N)    103 00 19.     (W)     SCALED    
 EO0265* NAVD 88     -      1266.128  (meters)    4153.95   (feet)  ADJUSTED  
 EO0265  ___________________________________________________________________
 EO0265  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 EO0265  DYNAMIC HT  -        1264.470 (meters)    4148.52  (feet)  COMP
 EO0265  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 EO0265
 EO0265  VERT ORDER  -  FIRST     CLASS II
 EO0265
 EO0265.The horizontal coordinates were scaled from a topographic map and have
 EO0265.an estimated accuracy of +/- 6 seconds.
 EO0265
 EO0265.The orthometric height was determined by differential leveling
 EO0265.and adjusted by the National Geodetic Survey in June 1991..
 EO0265
 EO0265.The geoid height was determined by GEOID03.
 EO0265
 EO0265.The dynamic height is computed by dividing the NAVD 88
 EO0265.geopotential number by the normal gravity value computed on the
 EO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0265.degrees latitude (g = 980.6199 gals.).
 EO0265
 EO0265.The modeled gravity was interpolated from observed gravity values.
 EO0265
 EO0265;                    North         East    Units  Estimated Accuracy
 EO0265;SPC TX N     - 1,047,220.       61,610.      MT  (+/- 180 meters Scaled)
 EO0265
 EO0265                          SUPERSEDED SURVEY CONTROL
 EO0265
 EO0265  NGVD 29 (??/??/92) 1265.526  (m)         4151.98   (f) ADJ UNCH    1 2
 EO0265
 EO0265.Superseded values are not recommended for survey control.
 EO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0265.See file dsdata.txt to determine how the superseded data were derived.
 EO0265
 EO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU833100(NAD 83)
 EO0265_MARKER: DB = BENCH MARK DISK
 EO0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0265_STAMPING: V 1037 1958
 EO0265_MARK LOGO: CGS   
 EO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0265+STABILITY: SURFACE MOTION
 EO0265
 EO0265  HISTORY     - Date     Condition        Report By
 EO0265  HISTORY     - 1958     MONUMENTED       CGS
 EO0265  HISTORY     - 1984     GOOD             NGS
 EO0265
 EO0265                          STATION DESCRIPTION
 EO0265
 EO0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0265'3.1 MI NE FROM TEXICO, NM.
 EO0265'ABOUT 3.1 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0265'FROM THE STATION AT TEXICO, NEW MEXICO, 13 TELEPHONE POLES SOUTHWEST
 EO0265'OF MILE POST 644, 44 FEET SOUTHEAST OF THE NEAR RAIL, 7 FEET EAST OF A
 EO0265'TELEPHONE POLE, 41 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 2
 EO0265'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE
 EO0265'TRACK, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 EO0265'CONCRETE POST PROJECTING 6 INCHES.
 EO0265
 EO0265                          STATION RECOVERY (1984)
 EO0265
 EO0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0199 ***********************************************************************
 EO0199  DESIGNATION -  V 1038
 EO0199  PID         -  EO0199
 EO0199  STATE/COUNTY-  TX/PARMER
 EO0199  USGS QUAD   -  FRIONA (1980)
 EO0199
 EO0199                         *CURRENT SURVEY CONTROL
 EO0199  ___________________________________________________________________
 EO0199* NAD 83(1986)-  34 38 51.     (N)    102 41 30.     (W)     SCALED    
 EO0199* NAVD 88     -      1219.743  (meters)    4001.77   (feet)  ADJUSTED  
 EO0199  ___________________________________________________________________
 EO0199  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 EO0199  DYNAMIC HT  -        1218.171 (meters)    3996.62  (feet)  COMP
 EO0199  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 EO0199
 EO0199  VERT ORDER  -  FIRST     CLASS II
 EO0199
 EO0199.The horizontal coordinates were scaled from a topographic map and have
 EO0199.an estimated accuracy of +/- 6 seconds.
 EO0199
 EO0199.The orthometric height was determined by differential leveling
 EO0199.and adjusted by the National Geodetic Survey in June 1991..
 EO0199
 EO0199.The geoid height was determined by GEOID03.
 EO0199
 EO0199.The dynamic height is computed by dividing the NAVD 88
 EO0199.geopotential number by the normal gravity value computed on the
 EO0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0199.degrees latitude (g = 980.6199 gals.).
 EO0199
 EO0199.The modeled gravity was interpolated from observed gravity values.
 EO0199
 EO0199;                    North         East    Units  Estimated Accuracy
 EO0199;SPC TX N     - 1,072,490.       90,750.      MT  (+/- 180 meters Scaled)
 EO0199
 EO0199                          SUPERSEDED SURVEY CONTROL
 EO0199
 EO0199  NGVD 29 (??/??/92) 1219.185  (m)         3999.94   (f) ADJ UNCH    1 2
 EO0199
 EO0199.Superseded values are not recommended for survey control.
 EO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0199.See file dsdata.txt to determine how the superseded data were derived.
 EO0199
 EO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU115363(NAD 83)
 EO0199_MARKER: DB = BENCH MARK DISK
 EO0199_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EO0199+WITH SETTING: PAVEMENT
 EO0199_STAMPING: V 1038 1958
 EO0199_MARK LOGO: CGS   
 EO0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0199+STABILITY: SURFACE MOTION
 EO0199
 EO0199  HISTORY     - Date     Condition        Report By
 EO0199  HISTORY     - 1958     MONUMENTED       CGS
 EO0199  HISTORY     - 1984     GOOD             NGS
 EO0199
 EO0199                          STATION DESCRIPTION
 EO0199
 EO0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0199'1.9 MI NE FROM FRIONA.
 EO0199'ABOUT 1.75 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0199'FROM THE STATION AT FRIONA, THENCE ABOUT 0.15 MILE NORTH-NORTHWEST
 EO0199'ALONG THE BENGER AIRPORT ROAD, AT THE BENGER AIRPORT, IN THE TOP OF
 EO0199'THE SOUTHWEST CORNER OF A CONCRETE LOADING DOCK AT THE WEST END OF THE
 EO0199'FOURTH HANGAR EAST, 6 FEET WEST OF THE SOUTHWEST CORNER, AND ABOUT 2
 EO0199'FEET ABOVE THE GROUND.
 EO0199
 EO0199                          STATION RECOVERY (1984)
 EO0199
 EO0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0053 ***********************************************************************
 EO0053  DESIGNATION -  V 1039
 EO0053  PID         -  EO0053
 EO0053  STATE/COUNTY-  TX/DEAF SMITH
 EO0053  USGS QUAD   -  HEREFORD SE (1971)
 EO0053
 EO0053                         *CURRENT SURVEY CONTROL
 EO0053  ___________________________________________________________________
 EO0053* NAD 83(1986)-  34 47 59.     (N)    102 22 24.     (W)     SCALED    
 EO0053* NAVD 88     -      1163.255  (meters)    3816.45   (feet)  POSTED    
 EO0053  ___________________________________________________________________
 EO0053  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 EO0053  DYNAMIC HT  -        1161.790 (meters)    3811.64  (feet)  COMP
 EO0053  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 EO0053
 EO0053  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EO0053
 EO0053.The horizontal coordinates were scaled from a topographic map and have
 EO0053.an estimated accuracy of +/- 6 seconds.
 EO0053
 EO0053.The orthometric height was determined by differential leveling
 EO0053.and adjusted by the National Geodetic Survey in 1992..
 EO0053.No vertical observational check was made to the station.
 EO0053.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EO0053.was located on a no-check spur therefore a value was not computed.
 EO0053
 EO0053.The geoid height was determined by GEOID03.
 EO0053
 EO0053.The dynamic height is computed by dividing the NAVD 88
 EO0053.geopotential number by the normal gravity value computed on the
 EO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0053.degrees latitude (g = 980.6199 gals.).
 EO0053
 EO0053.The modeled gravity was interpolated from observed gravity values.
 EO0053
 EO0053;                    North         East    Units  Estimated Accuracy
 EO0053;SPC TX N     - 1,089,070.      120,090.      MT  (+/- 180 meters Scaled)
 EO0053
 EO0053                          SUPERSEDED SURVEY CONTROL
 EO0053
 EO0053  NGVD 29 (??/??/92) 1162.755  (m)         3814.81   (f) ADJ UNCH    1 2
 EO0053
 EO0053.Superseded values are not recommended for survey control.
 EO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0053.See file dsdata.txt to determine how the superseded data were derived.
 EO0053
 EO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU403539(NAD 83)
 EO0053_MARKER: DB = BENCH MARK DISK
 EO0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0053_STAMPING: V 1039 1958
 EO0053_MARK LOGO: CGS   
 EO0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0053+STABILITY: SURFACE MOTION
 EO0053
 EO0053  HISTORY     - Date     Condition        Report By
 EO0053  HISTORY     - 1958     MONUMENTED       CGS
 EO0053  HISTORY     - 1984     GOOD             NGS
 EO0053
 EO0053                          STATION DESCRIPTION
 EO0053
 EO0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0053'2.1 MI SE FROM HEREFORD.
 EO0053'ABOUT 0.1 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0053'THE STATION AT HEREFORD, THENCE ABOUT 1.5 MILES SOUTHEAST AND EAST
 EO0053'ALONG FARM ROAD 1259 TO THE PAETZOLD AIRPORT, THENCE ABOUT 0.5 MILE
 EO0053'SOUTH ALONG THE RUNWAY, 543 FEET EAST OF THE CENTER LINE OF THE SOUTH
 EO0053'END OF THE NORTH-SOUTH RUNWAY, 19 FEET SOUTH OF AN IRRIGATION WELL, 1
 EO0053'1/2 FEET SOUTH OF THE SOUTH EDGE OF A 3 FOOT CONCRETE PIPE WHICH
 EO0053'PROJECTS 8 FEET, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 EO0053'INCHES.
 EO0053
 EO0053                          STATION RECOVERY (1984)
 EO0053
 EO0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0158 ***********************************************************************
 BO0158  DESIGNATION -  V 104
 BO0158  PID         -  BO0158
 BO0158  STATE/COUNTY-  TX/CROCKETT
 BO0158  USGS QUAD   -  OZONA (1979)
 BO0158
 BO0158                         *CURRENT SURVEY CONTROL
 BO0158  ___________________________________________________________________
 BO0158* NAD 83(1986)-  30 42 39.     (N)    101 12 00.     (W)     SCALED    
 BO0158* NAVD 88     -       719.674  (meters)    2361.13   (feet)  ADJUSTED  
 BO0158  ___________________________________________________________________
 BO0158  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 BO0158  DYNAMIC HT  -         718.615 (meters)    2357.66  (feet)  COMP
 BO0158  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 BO0158
 BO0158  VERT ORDER  -  FIRST     CLASS II
 BO0158
 BO0158.The horizontal coordinates were scaled from a topographic map and have
 BO0158.an estimated accuracy of +/- 6 seconds.
 BO0158
 BO0158.The orthometric height was determined by differential leveling
 BO0158.and adjusted by the National Geodetic Survey in June 1991..
 BO0158
 BO0158.The geoid height was determined by GEOID03.
 BO0158
 BO0158.The dynamic height is computed by dividing the NAVD 88
 BO0158.geopotential number by the normal gravity value computed on the
 BO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0158.degrees latitude (g = 980.6199 gals.).
 BO0158
 BO0158.The modeled gravity was interpolated from observed gravity values.
 BO0158
 BO0158;                    North         East    Units  Estimated Accuracy
 BO0158;SPC TX C     - 3,116,080.      616,990.      MT  (+/- 180 meters Scaled)
 BO0158
 BO0158                          SUPERSEDED SURVEY CONTROL
 BO0158
 BO0158  NGVD 29 (??/??/92)  719.461  (m)         2360.43   (f) ADJ UNCH    1 2
 BO0158
 BO0158.Superseded values are not recommended for survey control.
 BO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0158.See file dsdata.txt to determine how the superseded data were derived.
 BO0158
 BO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU893996(NAD 83)
 BO0158_MARKER: DB = BENCH MARK DISK
 BO0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0158_SP_SET: STEP
 BO0158_STAMPING: V 104 1933 2360.432
 BO0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0158
 BO0158  HISTORY     - Date     Condition        Report By
 BO0158  HISTORY     - 1933     MONUMENTED       CGS
 BO0158  HISTORY     - 1958     GOOD             NGS
 BO0158
 BO0158                          STATION DESCRIPTION
 BO0158
 BO0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0158'IN OZONA.
 BO0158'AT OZONA, IN THE TOP OF THE NORTH END OF THE FIRST STONE STEP OF THE
 BO0158'WEST ENTRANCE TO THE COURTHOUSE, AND ABOUT 3 INCHES ABOVE THE
 BO0158'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0036 ***********************************************************************
 EO0036  PACS        -  This is a Primary Airport Control Station.
 EO0036  DESIGNATION -  V 1040
 EO0036  PID         -  EO0036
 EO0036  STATE/COUNTY-  TX/DEAF SMITH
 EO0036  USGS QUAD   -  HEREFORD SE (1971)
 EO0036
 EO0036                         *CURRENT SURVEY CONTROL
 EO0036  ___________________________________________________________________
 EO0036* NAD 83(1993)-  34 51 12.05218(N)    102 19 16.98241(W)     ADJUSTED  
 EO0036* NAVD 88     -      1151.859  (meters)    3779.06   (feet)  ADJUSTED  
 EO0036  ___________________________________________________________________
 EO0036  X           -  -1,118,332.027 (meters)                     COMP
 EO0036  Y           -  -5,119,952.364 (meters)                     COMP
 EO0036  Z           -   3,625,171.488 (meters)                     COMP
 EO0036  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 EO0036  ELLIP HEIGHT-        1126.35  (meters)          (10/24/00) GPS OBS
 EO0036  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 EO0036  DYNAMIC HT  -        1150.411 (meters)    3774.31  (feet)  COMP
 EO0036  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 EO0036
 EO0036  HORZ ORDER  -  B
 EO0036  VERT ORDER  -  FIRST     CLASS II
 EO0036  ELLP ORDER  -  FOURTH    CLASS II
 EO0036
 EO0036.This mark is at Hereford Muni (HRX) Airport (HRX)
 EO0036
 EO0036.The horizontal coordinates were established by GPS observations
 EO0036.and adjusted by the National Geodetic Survey in February 1996..
 EO0036
 EO0036.The orthometric height was determined by differential leveling
 EO0036.and adjusted by the National Geodetic Survey in June 1991..
 EO0036
 EO0036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EO0036
 EO0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0036
 EO0036.The ellipsoidal height was determined by GPS observations
 EO0036.and is referenced to NAD 83.
 EO0036
 EO0036.The geoid height was determined by GEOID03.
 EO0036
 EO0036.The dynamic height is computed by dividing the NAVD 88
 EO0036.geopotential number by the normal gravity value computed on the
 EO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0036.degrees latitude (g = 980.6199 gals.).
 EO0036
 EO0036.The modeled gravity was interpolated from observed gravity values.
 EO0036
 EO0036;                    North         East     Units Scale Factor Converg.
 EO0036;SPC TX N     - 1,094,980.472   124,887.761   MT  0.99995909   -0 28 33.7
 EO0036;SPC TX N     - 3,592,448.43    409,735.93   sFT  0.99995909   -0 28 33.7
 EO0036;UTM  13      - 3,860,052.926   744,894.629   MT  1.00033923   +1 31 53.5
 EO0036
 EO0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0036!SPC TX N     -   0.99982323  x   0.99995909  =   0.99978233
 EO0036!UTM  13      -   0.99982323  x   1.00033923  =   1.00016240
 EO0036
 EO0036                          SUPERSEDED SURVEY CONTROL
 EO0036
 EO0036  ELLIP H (02/20/96) 1126.35   (m)                       GP(       ) 1 2
 EO0036  NAVD 88 (02/20/96) 1151.86   (m)         3779.1    (f) LEVELING    3  
 EO0036  NGVD 29 (??/??/92) 1151.337  (m)         3777.34   (f) ADJ UNCH    1 2
 EO0036
 EO0036.Superseded values are not recommended for survey control.
 EO0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0036.See file dsdata.txt to determine how the superseded data were derived.
 EO0036
 EO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU4489560053(NAD 83)
 EO0036_MARKER: DB = BENCH MARK DISK
 EO0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0036_STAMPING: V 1040 1958
 EO0036_MARK LOGO: CGS   
 EO0036_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0036+STABILITY: SURFACE MOTION
 EO0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0036+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1998
 EO0036
 EO0036  HISTORY     - Date     Condition        Report By
 EO0036  HISTORY     - 1958     MONUMENTED       CGS
 EO0036  HISTORY     - 1984     GOOD             NGS
 EO0036  HISTORY     - 19950601 GOOD             NGS
 EO0036  HISTORY     - 19980929 GOOD             JCLS
 EO0036
 EO0036                          STATION DESCRIPTION
 EO0036
 EO0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0036'5.0 MI NE FROM HEREFORD.
 EO0036'ABOUT 5.0 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0036'FROM THE STATION AT HEREFORD, NEAR THE MAIN ENTRANCE TO THE HEREFORD
 EO0036'MUNICIPAL AIRPORT, 181 YARDS NORTHWEST OF THE NEAR RAIL, 130 YARDS
 EO0036'NORTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 60, 27 FEET NORTHEAST OF
 EO0036'THE CENTER LINE OF THE AIRPORT ROAD, 7 FEET SOUTHEAST OF A POWER POLE,
 EO0036'2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 EO0036'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0036
 EO0036                          STATION RECOVERY (1984)
 EO0036
 EO0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0036'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  NOTE=THE
 EO0036'SOUTH EDGE OF THE POST HAS BEEN BROKEN OFF, THE POST AND DISK ARE
 EO0036'STILL SOLID.
 EO0036
 EO0036                          STATION RECOVERY (1995)
 EO0036
 EO0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EO0036'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI)  NORTHEAST OF HEREFORD,
 EO0036'ON THE HEREFORD MUNICIPAL AIRPORT, NORTHEAST OF THE ENTRANCE ROAD, 100
 EO0036'METERS (328.1 FT)  IN FROM THE HIGHWAY.  OWNERSHIP--CITY OF HEREFORD,
 EO0036'BOX 2277 HEREFORD, TX 79045.  THE AIRPORT MANAGERS ARE JOHN AND DONNA
 EO0036'SMITH, PHONE 806 258-7281.  TO REACH THE STATION FROM THE JUNCTION OF
 EO0036'U.S.  HIGHWAYS 60 AND 385 IN HEREFORD, GO NORTHEAST ON HIGHWAY 60 FOR
 EO0036'9.0 KM (5.60 MI)  TO THE AIRPORT ENTRANCE ROAD.  TURN LEFT, NORTHWEST,
 EO0036'GO 0.13 KM (0.10 MI)  TO THE STATION ON THE RIGHT. THE STATION IS 9.4
 EO0036'M (30.8 FT)  NORTHEAST OF AND LEVEL WITH THE CENTER OF THE ROAD, 2.2 M
 EO0036'(7.2 FT)  SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT)  NORTHWEST OF A
 EO0036'WITNESS POST.  NOTE--SEVERAL EDGES OF THE CONCRETE POST HAVE BEEN
 EO0036'CHIPED AWAY, THE POST AND DISK ARE STILL SOLID.  BY DEB.
 EO0036
 EO0036                          STATION RECOVERY (1998)
 EO0036
 EO0036'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 EO0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0242 ***********************************************************************
 DM0242  DESIGNATION -  V 1041
 DM0242  PID         -  DM0242
 DM0242  STATE/COUNTY-  TX/TITUS
 DM0242  USGS QUAD   -  CASON (1980)
 DM0242
 DM0242                         *CURRENT SURVEY CONTROL
 DM0242  ___________________________________________________________________
 DM0242* NAD 83(1986)-  33 02 01.     (N)    094 49 45.     (W)     SCALED    
 DM0242* NAVD 88     -        96.823  (meters)     317.66   (feet)  ADJUSTED  
 DM0242  ___________________________________________________________________
 DM0242  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0242  DYNAMIC HT  -          96.716 (meters)     317.31  (feet)  COMP
 DM0242  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 DM0242
 DM0242  VERT ORDER  -  FIRST     CLASS II
 DM0242
 DM0242.The horizontal coordinates were scaled from a topographic map and have
 DM0242.an estimated accuracy of +/- 6 seconds.
 DM0242
 DM0242.The orthometric height was determined by differential leveling
 DM0242.and adjusted by the National Geodetic Survey in June 1991..
 DM0242
 DM0242.The geoid height was determined by GEOID03.
 DM0242
 DM0242.The dynamic height is computed by dividing the NAVD 88
 DM0242.geopotential number by the normal gravity value computed on the
 DM0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0242.degrees latitude (g = 980.6199 gals.).
 DM0242
 DM0242.The modeled gravity was interpolated from observed gravity values.
 DM0242
 DM0242;                    North         East    Units  Estimated Accuracy
 DM0242;SPC TXNC     - 2,157,570.      942,810.      MT  (+/- 180 meters Scaled)
 DM0242
 DM0242                          SUPERSEDED SURVEY CONTROL
 DM0242
 DM0242  NGVD 29 (??/??/92)   96.855  (m)          317.77   (f) ADJ UNCH    1 2
 DM0242
 DM0242.Superseded values are not recommended for survey control.
 DM0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0242.See file dsdata.txt to determine how the superseded data were derived.
 DM0242
 DM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS291565(NAD 83)
 DM0242_MARKER: DB = BENCH MARK DISK
 DM0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0242_STAMPING: V 1041 1954
 DM0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0242+STABILITY: SURFACE MOTION
 DM0242
 DM0242  HISTORY     - Date     Condition        Report By
 DM0242  HISTORY     - 1954     MONUMENTED       CGS
 DM0242  HISTORY     - 1964     GOOD             NGS
 DM0242
 DM0242                          STATION DESCRIPTION
 DM0242
 DM0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0242'6.8 MI W FROM DRINGERFIELD.
 DM0242'6.8 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0242'STATION AT DRINGERFIELD, 0.7 MILE WEST OF THE STATION SIGN AS CASON,
 DM0242'25.5 FEET NORTH OF THE NORTH RAIL, 5.5 FEET SOUTHWEST OF A TELEPHONE
 DM0242'POLE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DM0242'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DM0242
 DM0242                          STATION RECOVERY (1964)
 DM0242
 DM0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0232 ***********************************************************************
 CR0232  DESIGNATION -  V 1042
 CR0232  PID         -  CR0232
 CR0232  STATE/COUNTY-  TX/MARION
 CR0232  USGS QUAD   -  LASSATER (1961)
 CR0232
 CR0232                         *CURRENT SURVEY CONTROL
 CR0232  ___________________________________________________________________
 CR0232* NAD 83(1986)-  32 50 47.     (N)    094 31 34.     (W)     SCALED    
 CR0232* NAVD 88     -       114.641  (meters)     376.12   (feet)  ADJUSTED  
 CR0232  ___________________________________________________________________
 CR0232  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CR0232  DYNAMIC HT  -         114.513 (meters)     375.70  (feet)  COMP
 CR0232  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CR0232
 CR0232  VERT ORDER  -  FIRST     CLASS II
 CR0232
 CR0232.The horizontal coordinates were scaled from a topographic map and have
 CR0232.an estimated accuracy of +/- 6 seconds.
 CR0232
 CR0232.The orthometric height was determined by differential leveling
 CR0232.and adjusted by the National Geodetic Survey in June 1991..
 CR0232
 CR0232.The geoid height was determined by GEOID03.
 CR0232
 CR0232.The dynamic height is computed by dividing the NAVD 88
 CR0232.geopotential number by the normal gravity value computed on the
 CR0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0232.degrees latitude (g = 980.6199 gals.).
 CR0232
 CR0232.The modeled gravity was interpolated from observed gravity values.
 CR0232
 CR0232;                    North         East    Units  Estimated Accuracy
 CR0232;SPC TXNC     - 2,137,850.      971,880.      MT  (+/- 180 meters Scaled)
 CR0232
 CR0232                          SUPERSEDED SURVEY CONTROL
 CR0232
 CR0232  NGVD 29 (??/??/92)  114.686  (m)          376.27   (f) ADJ UNCH    1 2
 CR0232
 CR0232.Superseded values are not recommended for survey control.
 CR0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0232.See file dsdata.txt to determine how the superseded data were derived.
 CR0232
 CR0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS571352(NAD 83)
 CR0232_MARKER: DB = BENCH MARK DISK
 CR0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0232_SP_SET: CULVERT
 CR0232_STAMPING: V 1042 1954
 CR0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0232
 CR0232  HISTORY     - Date     Condition        Report By
 CR0232  HISTORY     - 1954     MONUMENTED       CGS
 CR0232
 CR0232                          STATION DESCRIPTION
 CR0232
 CR0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0232'4.6 MI SE FROM AVINGER.
 CR0232'4.6 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0232'STATION AT AVINGER, 2 1/2 POLES SOUTHEAST OF MILEPOST T - 63, 14 FEET
 CR0232'SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2 POLES NORTHWEST OF THE SIGN AT
 CR0232'ORRS SIDING, 7 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CR0232'NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE ARCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1151 ***********************************************************************
 FL1151  DESIGNATION -  V 1043
 FL1151  PID         -  FL1151
 FL1151  STATE/COUNTY-  TX/POTTER
 FL1151  USGS QUAD   -  PULLMAN (1973)
 FL1151
 FL1151                         *CURRENT SURVEY CONTROL
 FL1151  ___________________________________________________________________
 FL1151* NAD 83(1986)-  35 14 26.     (N)    101 41 16.     (W)     SCALED    
 FL1151* NAVD 88     -      1095.935  (meters)    3595.58   (feet)  ADJUSTED  
 FL1151  ___________________________________________________________________
 FL1151  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FL1151  DYNAMIC HT  -        1094.634 (meters)    3591.31  (feet)  COMP
 FL1151  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 FL1151
 FL1151  VERT ORDER  -  FIRST     CLASS II
 FL1151
 FL1151.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1151
 FL1151.The horizontal coordinates were scaled from a topographic map and have
 FL1151.an estimated accuracy of +/- 6 seconds.
 FL1151
 FL1151.The orthometric height was determined by differential leveling
 FL1151.and adjusted by the National Geodetic Survey in June 1991..
 FL1151
 FL1151.The geoid height was determined by GEOID03.
 FL1151
 FL1151.The dynamic height is computed by dividing the NAVD 88
 FL1151.geopotential number by the normal gravity value computed on the
 FL1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1151.degrees latitude (g = 980.6199 gals.).
 FL1151
 FL1151.The modeled gravity was interpolated from observed gravity values.
 FL1151
 FL1151;                    North         East    Units  Estimated Accuracy
 FL1151;SPC TX N     - 1,137,640.      182,910.      MT  (+/- 180 meters Scaled)
 FL1151
 FL1151                          SUPERSEDED SURVEY CONTROL
 FL1151
 FL1151  NGVD 29 (??/??/92) 1095.433  (m)         3593.93   (f) ADJ UNCH    1 2
 FL1151
 FL1151.Superseded values are not recommended for survey control.
 FL1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1151.See file dsdata.txt to determine how the superseded data were derived.
 FL1151
 FL1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE554030(NAD 83)
 FL1151_MARKER: DB = BENCH MARK DISK
 FL1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1151_STAMPING: V 1043 1957
 FL1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1151+STABILITY: SURFACE MOTION
 FL1151
 FL1151  HISTORY     - Date     Condition        Report By
 FL1151  HISTORY     - 1957     MONUMENTED       CGS
 FL1151  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1151
 FL1151                          STATION DESCRIPTION
 FL1151
 FL1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FL1151'9 MI NE FROM AMARILLO.
 FL1151'ABOUT 9 MILES EAST OF AMARILLO, AT AMARILLO AIR FORCE BASE, 4450 FEET
 FL1151'NORTHEAST OF THE NORTHEAST END OF A PROPOSED RUNWAY, ON THE EXTENDED
 FL1151'CENTER LINE OF THE PROPOSED RUNWAY, AT RUNWAY STATION 179 + 50, 1.5
 FL1151'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FL1151'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 FL1151
 FL1151                          STATION RECOVERY (1984)
 FL1151
 FL1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0020 ***********************************************************************
 CT0020  DESIGNATION -  V 1048
 CT0020  PID         -  CT0020
 CT0020  STATE/COUNTY-  TX/PALO PINTO
 CT0020  USGS QUAD   -  BRAZOS WEST (1984)
 CT0020
 CT0020                         *CURRENT SURVEY CONTROL
 CT0020  ___________________________________________________________________
 CT0020* NAD 83(1986)-  32 37 41.     (N)    098 10 27.     (W)     SCALED    
 CT0020* NAVD 88     -       241.339  (meters)     791.79   (feet)  ADJUSTED  
 CT0020  ___________________________________________________________________
 CT0020  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CT0020  DYNAMIC HT  -         241.040 (meters)     790.81  (feet)  COMP
 CT0020  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 CT0020
 CT0020  VERT ORDER  -  FIRST     CLASS II
 CT0020
 CT0020.The horizontal coordinates were scaled from a topographic map and have
 CT0020.an estimated accuracy of +/- 6 seconds.
 CT0020
 CT0020.The orthometric height was determined by differential leveling
 CT0020.and adjusted by the National Geodetic Survey in June 1991..
 CT0020
 CT0020.The geoid height was determined by GEOID03.
 CT0020
 CT0020.The dynamic height is computed by dividing the NAVD 88
 CT0020.geopotential number by the normal gravity value computed on the
 CT0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0020.degrees latitude (g = 980.6199 gals.).
 CT0020
 CT0020.The modeled gravity was interpolated from observed gravity values.
 CT0020
 CT0020;                    North         East    Units  Estimated Accuracy
 CT0020;SPC TXNC     - 2,106,660.      630,570.      MT  (+/- 180 meters Scaled)
 CT0020
 CT0020                          SUPERSEDED SURVEY CONTROL
 CT0020
 CT0020  NGVD 29 (??/??/92)  241.252  (m)          791.51   (f) ADJ UNCH    1 2
 CT0020
 CT0020.Superseded values are not recommended for survey control.
 CT0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0020.See file dsdata.txt to determine how the superseded data were derived.
 CT0020
 CT0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB774103(NAD 83)
 CT0020_MARKER: DB = BENCH MARK DISK
 CT0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0020_SP_SET: BRIDGE
 CT0020_STAMPING: V 1048 1955
 CT0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0020
 CT0020  HISTORY     - Date     Condition        Report By
 CT0020  HISTORY     - 1955     MONUMENTED       CGS
 CT0020
 CT0020                          STATION DESCRIPTION
 CT0020
 CT0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0020'3.1 MI NE FROM SANTO.
 CT0020'3.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0020'STATION AT SANTO, 4.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT
 CT0020'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE
 CT0020'SOUTHEAST RETAINING WALL AT THE SOUTHWEST END OF STEEL BRIDGE 304.5
 CT0020'OVER PALO PINTO CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0180 ***********************************************************************
 CT0180  DESIGNATION -  V 1049
 CT0180  PID         -  CT0180
 CT0180  STATE/COUNTY-  TX/EASTLAND
 CT0180  USGS QUAD   -  EASTLAND (1987)
 CT0180
 CT0180                         *CURRENT SURVEY CONTROL
 CT0180  ___________________________________________________________________
 CT0180* NAD 83(1986)-  32 24 35.     (N)    098 48 47.     (W)     SCALED    
 CT0180* NAVD 88     -       441.865  (meters)    1449.69   (feet)  ADJUSTED  
 CT0180  ___________________________________________________________________
 CT0180  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CT0180  DYNAMIC HT  -         441.300 (meters)    1447.83  (feet)  COMP
 CT0180  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 CT0180
 CT0180  VERT ORDER  -  FIRST     CLASS II
 CT0180
 CT0180.This mark is at Eastland Muni (ETN) Airport (ETN)
 CT0180
 CT0180.The horizontal coordinates were scaled from a topographic map and have
 CT0180.an estimated accuracy of +/- 6 seconds.
 CT0180
 CT0180.The orthometric height was determined by differential leveling
 CT0180.and adjusted by the National Geodetic Survey in June 1991..
 CT0180
 CT0180.The geoid height was determined by GEOID03.
 CT0180
 CT0180.The dynamic height is computed by dividing the NAVD 88
 CT0180.geopotential number by the normal gravity value computed on the
 CT0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0180.degrees latitude (g = 980.6199 gals.).
 CT0180
 CT0180.The modeled gravity was interpolated from observed gravity values.
 CT0180
 CT0180;                    North         East    Units  Estimated Accuracy
 CT0180;SPC TXNC     - 2,082,440.      570,550.      MT  (+/- 180 meters Scaled)
 CT0180
 CT0180                          SUPERSEDED SURVEY CONTROL
 CT0180
 CT0180  NGVD 29 (??/??/92)  441.727  (m)         1449.23   (f) ADJ UNCH    1 2
 CT0180
 CT0180.Superseded values are not recommended for survey control.
 CT0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0180.See file dsdata.txt to determine how the superseded data were derived.
 CT0180
 CT0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA175858(NAD 83)
 CT0180_MARKER: DB = BENCH MARK DISK
 CT0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0180_STAMPING: V 1049 1956
 CT0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0180+STABILITY: SURFACE MOTION
 CT0180
 CT0180  HISTORY     - Date     Condition        Report By
 CT0180  HISTORY     - 1956     MONUMENTED       CGS
 CT0180  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0180
 CT0180                          STATION DESCRIPTION
 CT0180
 CT0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0180'0.5 MI NE FROM EASTLAND.
 CT0180'0.25 MILE NORTH ALONG STATE HIGHWAY 6 FROM THE TEXAS AND PACIFIC
 CT0180'RAILROAD STATION AT EASTLAND, THENCE 0.25 MILE EAST ALONG A GRAVELED
 CT0180'ROAD, 0.2 MILE SOUTH OF THE HANGAR AT THE EASTLAND AIRPORT, 88 FEET
 CT0180'SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING TO THE AIRPORT, 60 FEET
 CT0180'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHEAST, 2.4
 CT0180'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CT0180'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CT0180
 CT0180                          STATION RECOVERY (2002)
 CT0180
 CT0180'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0351 ***********************************************************************
 BO0351  DESIGNATION -  V 105
 BO0351  PID         -  BO0351
 BO0351  STATE/COUNTY-  TX/PECOS
 BO0351  USGS QUAD   -  SHEFFIELD (1967)
 BO0351
 BO0351                         *CURRENT SURVEY CONTROL
 BO0351  ___________________________________________________________________
 BO0351* NAD 83(1986)-  30 44 05.     (N)    101 50 05.     (W)     SCALED    
 BO0351* NAVD 88     -       670.065  (meters)    2198.37   (feet)  ADJUSTED  
 BO0351  ___________________________________________________________________
 BO0351  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0351  DYNAMIC HT  -         669.089 (meters)    2195.17  (feet)  COMP
 BO0351  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 BO0351
 BO0351  VERT ORDER  -  FIRST     CLASS II
 BO0351
 BO0351.The horizontal coordinates were scaled from a topographic map and have
 BO0351.an estimated accuracy of +/- 6 seconds.
 BO0351
 BO0351.The orthometric height was determined by differential leveling
 BO0351.and adjusted by the National Geodetic Survey in June 1991..
 BO0351
 BO0351.The geoid height was determined by GEOID03.
 BO0351
 BO0351.The dynamic height is computed by dividing the NAVD 88
 BO0351.geopotential number by the normal gravity value computed on the
 BO0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0351.degrees latitude (g = 980.6199 gals.).
 BO0351
 BO0351.The modeled gravity was interpolated from observed gravity values.
 BO0351
 BO0351;                    North         East    Units  Estimated Accuracy
 BO0351;SPC TX C     - 3,119,370.      556,240.      MT  (+/- 180 meters Scaled)
 BO0351
 BO0351                          SUPERSEDED SURVEY CONTROL
 BO0351
 BO0351  NGVD 29 (??/??/92)  669.844  (m)         2197.65   (f) ADJ UNCH    1 2
 BO0351
 BO0351.Superseded values are not recommended for survey control.
 BO0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0351.See file dsdata.txt to determine how the superseded data were derived.
 BO0351
 BO0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV285036(NAD 83)
 BO0351_MARKER: DB = BENCH MARK DISK
 BO0351_SETTING: 66 = SET IN ROCK OUTCROP
 BO0351_SP_SET: OUTCROP
 BO0351_STAMPING: V 105 1933 2197.647
 BO0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0351+STABILITY: POSITION/ELEVATION WELL
 BO0351
 BO0351  HISTORY     - Date     Condition        Report By
 BO0351  HISTORY     - 1933     MONUMENTED       CGS
 BO0351  HISTORY     - 1958     GOOD             NGS
 BO0351
 BO0351                          STATION DESCRIPTION
 BO0351
 BO0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0351'4.2 MI W FROM SHEFFIELD.
 BO0351'ABOUT 4.2 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0351'SHEFFIELD, IN THE TOP OF A FLAT ROCK OTUCROP PROJECTING ABOUT 1 FOOT
 BO0351'ON THE NORTHEAST SIDE, ABOUT 0.15 MILE NORTHWEST OF THE JUNCTION WITH
 BO0351'STATE HIGHWAY 349, 151 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BO0351'HIGHWAY, 97 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING
 BO0351'SOUTHWEST, 101 1/2 FEET SOUTHWEST OF THE SOUTHWEST HIGHWAY RIGHT OF
 BO0351'WAY FENCE, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0503 ***********************************************************************
 CT0503  DESIGNATION -  V 1051
 CT0503  PID         -  CT0503
 CT0503  STATE/COUNTY-  TX/CALLAHAN
 CT0503  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0503
 CT0503                         *CURRENT SURVEY CONTROL
 CT0503  ___________________________________________________________________
 CT0503* NAD 83(1986)-  32 25 40.     (N)    099 37 29.     (W)     SCALED    
 CT0503* NAVD 88     -       553.450  (meters)    1815.78   (feet)  ADJUSTED  
 CT0503  ___________________________________________________________________
 CT0503  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CT0503  DYNAMIC HT  -         552.729 (meters)    1813.41  (feet)  COMP
 CT0503  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 CT0503
 CT0503  VERT ORDER  -  FIRST     CLASS II
 CT0503
 CT0503.The horizontal coordinates were scaled from a topographic map and have
 CT0503.an estimated accuracy of +/- 6 seconds.
 CT0503
 CT0503.The orthometric height was determined by differential leveling
 CT0503.and adjusted by the National Geodetic Survey in June 1991..
 CT0503
 CT0503.The geoid height was determined by GEOID03.
 CT0503
 CT0503.The dynamic height is computed by dividing the NAVD 88
 CT0503.geopotential number by the normal gravity value computed on the
 CT0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0503.degrees latitude (g = 980.6199 gals.).
 CT0503
 CT0503.The modeled gravity was interpolated from observed gravity values.
 CT0503
 CT0503;                    North         East    Units  Estimated Accuracy
 CT0503;SPC TXNC     - 2,084,970.      494,230.      MT  (+/- 180 meters Scaled)
 CT0503
 CT0503                          SUPERSEDED SURVEY CONTROL
 CT0503
 CT0503  NGVD 29 (??/??/92)  553.278  (m)         1815.21   (f) ADJ UNCH    1 2
 CT0503
 CT0503.Superseded values are not recommended for survey control.
 CT0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0503.See file dsdata.txt to determine how the superseded data were derived.
 CT0503
 CT0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA412880(NAD 83)
 CT0503_MARKER: DB = BENCH MARK DISK
 CT0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0503_SP_SET: CULVERT
 CT0503_STAMPING: V 1051 1956
 CT0503_MARK LOGO: CGS   
 CT0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0503
 CT0503  HISTORY     - Date     Condition        Report By
 CT0503  HISTORY     - 1956     MONUMENTED       CGS
 CT0503  HISTORY     - 1961     GOOD             NGS
 CT0503  HISTORY     - 1983     GOOD             NGS
 CT0503  HISTORY     - 20011013 GOOD             USPSQD
 CT0503
 CT0503                          STATION DESCRIPTION
 CT0503
 CT0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0503'1.3 MI E FROM ELMDALE.
 CT0503'0.4 MILE SOUTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0503'0.9 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD, 51 FEET NORTHWEST
 CT0503'OF MILEPOST 400, 74 FEET NORTH OF THE CENTER LINE OF A ROAD, 11 FEET
 CT0503'SOUTH OF THE SOUTH RAIL, 4 FEET BELOW THE TOP OF THE RAILS, 0.3 MILE
 CT0503'EAST OF THE CALLAHAN AND TAYLOR COUNTY LINE, SET IN THE TOP OF THE
 CT0503'WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 CT0503
 CT0503                          STATION RECOVERY (1961)
 CT0503
 CT0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0503'RECOVERED IN GOOD CONDITION.
 CT0503
 CT0503                          STATION RECOVERY (1983)
 CT0503
 CT0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0503'RECOVERED IN GOOD CONDITION.
 CT0503
 CT0503                          STATION RECOVERY (2001)
 CT0503
 CT0503'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0865 ***********************************************************************
 CT0865  DESIGNATION -  V 1053
 CT0865  PID         -  CT0865
 CT0865  STATE/COUNTY-  TX/PARKER
 CT0865  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0865
 CT0865                         *CURRENT SURVEY CONTROL
 CT0865  ___________________________________________________________________
 CT0865* NAD 83(1986)-  32 49 35.     (N)    098 00 01.     (W)     SCALED    
 CT0865* NAVD 88     -       286.100  (meters)     938.65   (feet)  ADJUSTED  
 CT0865  ___________________________________________________________________
 CT0865  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0865  DYNAMIC HT  -         285.750 (meters)     937.50  (feet)  COMP
 CT0865  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 CT0865
 CT0865  VERT ORDER  -  SECOND    CLASS 0
 CT0865
 CT0865.The horizontal coordinates were scaled from a topographic map and have
 CT0865.an estimated accuracy of +/- 6 seconds.
 CT0865
 CT0865.The orthometric height was determined by differential leveling
 CT0865.and adjusted by the National Geodetic Survey in June 1991..
 CT0865
 CT0865.The geoid height was determined by GEOID03.
 CT0865
 CT0865.The dynamic height is computed by dividing the NAVD 88
 CT0865.geopotential number by the normal gravity value computed on the
 CT0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0865.degrees latitude (g = 980.6199 gals.).
 CT0865
 CT0865.The modeled gravity was interpolated from observed gravity values.
 CT0865
 CT0865;                    North         East    Units  Estimated Accuracy
 CT0865;SPC TXNC     - 2,128,710.      646,790.      MT  (+/- 180 meters Scaled)
 CT0865
 CT0865                          SUPERSEDED SURVEY CONTROL
 CT0865
 CT0865  NGVD 29 (??/??/92)  286.000  (m)          938.32   (f) ADJ UNCH    2 0
 CT0865
 CT0865.Superseded values are not recommended for survey control.
 CT0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0865.See file dsdata.txt to determine how the superseded data were derived.
 CT0865
 CT0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB935324(NAD 83)
 CT0865_MARKER: DB = BENCH MARK DISK
 CT0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0865_SP_SET: CULVERT
 CT0865_STAMPING: V 1053 1956
 CT0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0865
 CT0865  HISTORY     - Date     Condition        Report By
 CT0865  HISTORY     - 1956     MONUMENTED       CGS
 CT0865  HISTORY     - 19971128 MARK NOT FOUND   USPSQD
 CT0865
 CT0865                          STATION DESCRIPTION
 CT0865
 CT0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0865'7.55 MI E FROM MINERAL WELLS.
 CT0865'7.55 MILES EAST ALONG THE WEATHERFORD, MINERAL WELLS AND NORTHWESTERN
 CT0865'RAILROAD FROM THE STATION AT MINERAL WELLS, 1.2 MILES WEST OF THE
 CT0865'STATION SIGN AT GARNER, 8 3/4 POLES WEST OF MILEPOST 14, 3 1/2 POLES
 CT0865'WEST OF A ROAD CROSSING, 8.3 FEET NORTH OF THE NORTH RAIL, 3 FEET
 CT0865'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE
 CT0865'NORTH HEADWALL OF A CONCRETE CULVERT.
 CT0865
 CT0865                          STATION RECOVERY (1997)
 CT0865
 CT0865'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0146 ***********************************************************************
 CU0146  DESIGNATION -  V 1055
 CU0146  PID         -  CU0146
 CU0146  STATE/COUNTY-  TX/TAYLOR
 CU0146  USGS QUAD   -  MERKEL WEST (1984)
 CU0146
 CU0146                         *CURRENT SURVEY CONTROL
 CU0146  ___________________________________________________________________
 CU0146* NAD 83(1986)-  32 28 18.     (N)    100 01 43.     (W)     SCALED    
 CU0146* NAVD 88     -       563.941  (meters)    1850.20   (feet)  ADJUSTED  
 CU0146  ___________________________________________________________________
 CU0146  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CU0146  DYNAMIC HT  -         563.207 (meters)    1847.79  (feet)  COMP
 CU0146  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 CU0146
 CU0146  VERT ORDER  -  FIRST     CLASS II
 CU0146
 CU0146.The horizontal coordinates were scaled from a topographic map and have
 CU0146.an estimated accuracy of +/- 6 seconds.
 CU0146
 CU0146.The orthometric height was determined by differential leveling
 CU0146.and adjusted by the National Geodetic Survey in June 1991..
 CU0146
 CU0146.The geoid height was determined by GEOID03.
 CU0146
 CU0146.The dynamic height is computed by dividing the NAVD 88
 CU0146.geopotential number by the normal gravity value computed on the
 CU0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0146.degrees latitude (g = 980.6199 gals.).
 CU0146
 CU0146.The modeled gravity was interpolated from observed gravity values.
 CU0146
 CU0146;                    North         East    Units  Estimated Accuracy
 CU0146;SPC TXNC     - 2,090,310.      456,320.      MT  (+/- 180 meters Scaled)
 CU0146
 CU0146                          SUPERSEDED SURVEY CONTROL
 CU0146
 CU0146  NGVD 29 (??/??/92)  563.766  (m)         1849.62   (f) ADJ UNCH    1 2
 CU0146
 CU0146.Superseded values are not recommended for survey control.
 CU0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0146.See file dsdata.txt to determine how the superseded data were derived.
 CU0146
 CU0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA033931(NAD 83)
 CU0146_MARKER: DB = BENCH MARK DISK
 CU0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0146_SP_SET: CULVERT
 CU0146_STAMPING: V 1055 1956
 CU0146_MARK LOGO: CGS   
 CU0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0146
 CU0146  HISTORY     - Date     Condition        Report By
 CU0146  HISTORY     - 1956     MONUMENTED       CGS
 CU0146  HISTORY     - 1982     GOOD             NGS
 CU0146  HISTORY     - 19940804 GOOD             USPSQD
 CU0146  HISTORY     - 20011013 GOOD             USPSQD
 CU0146
 CU0146                          STATION DESCRIPTION
 CU0146
 CU0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0146'1.0 MI W FROM MERKEL.
 CU0146'1.0 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0146'MERKEL, 5 POLES EAST OF MILEPOST 424, 19 FEET SOUTH OF THE CENTER LINE
 CU0146'OF U.S. HIGHWAY 80, 58 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF
 CU0146'THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 CU0146
 CU0146                          STATION RECOVERY (1982)
 CU0146
 CU0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0146'23.7 KM (14.7 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CU0146'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CU0146'ABILENE, 0.2 KM (0.1 MI) EAST OF MILEPOST 424, IN TOP OF AND 2.2
 CU0146'METERS (7.2 FT) WEST OF THE EAST END OF THE SOUTH HEADWALL OF A
 CU0146'3-CHANNEL CONCRETE CULVERT UNDER STATE HIGHWAY LOOP 39, 17.3 METERS
 CU0146'(56.8 FT) NORTH OF THE NEAR RAIL AND 5.8 METERS (19.0 FT) SOUTH OF THE
 CU0146'CENTERLINE OF THE HIGHWAY.
 CU0146'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CU0146
 CU0146                          STATION RECOVERY (1994)
 CU0146
 CU0146'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0146'RECOVERED IN GOOD CONDITION.
 CU0146
 CU0146                          STATION RECOVERY (2001)
 CU0146
 CU0146'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0288 ***********************************************************************
 CU0288  DESIGNATION -  V 1056
 CU0288  PID         -  CU0288
 CU0288  STATE/COUNTY-  TX/MITCHELL
 CU0288  USGS QUAD   -  LORAINE (1969)
 CU0288
 CU0288                         *CURRENT SURVEY CONTROL
 CU0288  ___________________________________________________________________
 CU0288* NAD 83(1986)-  32 24 52.     (N)    100 42 05.     (W)     SCALED    
 CU0288* NAVD 88     -       698.152  (meters)    2290.52   (feet)  ADJUSTED  
 CU0288  ___________________________________________________________________
 CU0288  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CU0288  DYNAMIC HT  -         697.212 (meters)    2287.44  (feet)  COMP
 CU0288  MODELED GRAV-     979,269.4   (mgal)                       NAVD 88
 CU0288
 CU0288  VERT ORDER  -  FIRST     CLASS II
 CU0288
 CU0288.The horizontal coordinates were scaled from a topographic map and have
 CU0288.an estimated accuracy of +/- 6 seconds.
 CU0288
 CU0288.The orthometric height was determined by differential leveling
 CU0288.and adjusted by the National Geodetic Survey in June 1991..
 CU0288
 CU0288.The geoid height was determined by GEOID03.
 CU0288
 CU0288.The dynamic height is computed by dividing the NAVD 88
 CU0288.geopotential number by the normal gravity value computed on the
 CU0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0288.degrees latitude (g = 980.6199 gals.).
 CU0288
 CU0288.The modeled gravity was interpolated from observed gravity values.
 CU0288
 CU0288;                    North         East    Units  Estimated Accuracy
 CU0288;SPC TXNC     - 2,085,090.      392,950.      MT  (+/- 180 meters Scaled)
 CU0288
 CU0288                          SUPERSEDED SURVEY CONTROL
 CU0288
 CU0288  NGVD 29 (??/??/92)  697.906  (m)         2289.71   (f) ADJ UNCH    1 2
 CU0288
 CU0288.Superseded values are not recommended for survey control.
 CU0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0288.See file dsdata.txt to determine how the superseded data were derived.
 CU0288
 CU0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA400876(NAD 83)
 CU0288_MARKER: DB = BENCH MARK DISK
 CU0288_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0288_SP_SET: 25 FT
 CU0288_STAMPING: V 1056 1956
 CU0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0288
 CU0288  HISTORY     - Date     Condition        Report By
 CU0288  HISTORY     - 1956     MONUMENTED       CGS
 CU0288  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0288
 CU0288                          STATION DESCRIPTION
 CU0288
 CU0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0288'0.7 MI E FROM LORAINE.
 CU0288'0.7 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0288'LORAINE, 3 1/4 POLES EAST OF MILEPOST 466, 24.6 FEET NORTH OF THE
 CU0288'NORTH RAIL OF THE MAIN TRACK, 4.8 FEET SOUTH OF A TELEPHONE POLE, 2.2
 CU0288'FEET EAST OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER
 CU0288'COATED STEEL ROD WHICH IS DRIVEN 25 FEET IN THE GROUND, INCASED IN A 4
 CU0288'INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CU0288
 CU0288                          STATION RECOVERY (1982)
 CU0288
 CU0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0288'THE ROD WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0290 ***********************************************************************
 CU0290  DESIGNATION -  V 1057
 CU0290  PID         -  CU0290
 CU0290  STATE/COUNTY-  TX/MITCHELL
 CU0290  USGS QUAD   -  LORAINE (1969)
 CU0290
 CU0290                         *CURRENT SURVEY CONTROL
 CU0290  ___________________________________________________________________
 CU0290* NAD 83(1986)-  32 24 43.     (N)    100 42 44.     (W)     SCALED    
 CU0290* NAVD 88     -       691.617  (meters)    2269.08   (feet)  ADJUSTED  
 CU0290  ___________________________________________________________________
 CU0290  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CU0290  DYNAMIC HT  -         690.686 (meters)    2266.03  (feet)  COMP
 CU0290  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 CU0290
 CU0290  VERT ORDER  -  FIRST     CLASS II
 CU0290
 CU0290.The horizontal coordinates were scaled from a topographic map and have
 CU0290.an estimated accuracy of +/- 6 seconds.
 CU0290
 CU0290.The orthometric height was determined by differential leveling
 CU0290.and adjusted by the National Geodetic Survey in June 1991..
 CU0290
 CU0290.The geoid height was determined by GEOID03.
 CU0290
 CU0290.The dynamic height is computed by dividing the NAVD 88
 CU0290.geopotential number by the normal gravity value computed on the
 CU0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0290.degrees latitude (g = 980.6199 gals.).
 CU0290
 CU0290.The modeled gravity was interpolated from observed gravity values.
 CU0290
 CU0290;                    North         East    Units  Estimated Accuracy
 CU0290;SPC TXNC     - 2,084,840.      391,930.      MT  (+/- 180 meters Scaled)
 CU0290
 CU0290                          SUPERSEDED SURVEY CONTROL
 CU0290
 CU0290  NGVD 29 (??/??/92)  691.372  (m)         2268.28   (f) ADJ UNCH    1 2
 CU0290
 CU0290.Superseded values are not recommended for survey control.
 CU0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0290.See file dsdata.txt to determine how the superseded data were derived.
 CU0290
 CU0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA389873(NAD 83)
 CU0290_MARKER: DB = BENCH MARK DISK
 CU0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0290_SP_SET: CULVERT
 CU0290_STAMPING: V 1057 1956
 CU0290_MARK LOGO: CGS   
 CU0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0290
 CU0290  HISTORY     - Date     Condition        Report By
 CU0290  HISTORY     - 1956     MONUMENTED       CGS
 CU0290  HISTORY     - 1982     GOOD             NGS
 CU0290
 CU0290                          STATION DESCRIPTION
 CU0290
 CU0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0290'0.1 MI E FROM LORAINE.
 CU0290'0.1 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0290'LORAINE, 79 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 36 FEET
 CU0290'EAST OF THE CENTER LINE OF THE 1ST NORTH AND SOUTH STREET EAST OF THE
 CU0290'RAILROAD STATION, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 CU0290'OF A CONCRETE CULVERT.
 CU0290
 CU0290                          STATION RECOVERY (1982)
 CU0290
 CU0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0290'IN LORAINE, AT THE INTERSECTION OF THE TEXAS AND PACIFIC RAILROAD AND
 CU0290'MAIN STREET (FARM ROAD 644), IN THE EAST END OF THE SOUTH HEADWALL OF
 CU0290'A 4 BY 12 FT CONCRETE BOX CULVERT UNDER THE RAILROAD, 11.1 METERS
 CU0290'(36.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD AND 2.8 METERS
 CU0290'(9.2 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CU0290'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0346 ***********************************************************************
 CC0346  DESIGNATION -  V 1058
 CC0346  PID         -  CC0346
 CC0346  STATE/COUNTY-  TX/REEVES
 CC0346  USGS QUAD   -  HERMOSA SW (1970)
 CC0346
 CC0346                         *CURRENT SURVEY CONTROL
 CC0346  ___________________________________________________________________
 CC0346* NAD 83(1986)-  31 22 11.     (N)    103 39 49.     (W)     SCALED    
 CC0346* NAVD 88     -       840.057  (meters)    2756.09   (feet)  ADJUSTED  
 CC0346  ___________________________________________________________________
 CC0346  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CC0346  DYNAMIC HT  -         838.820 (meters)    2752.03  (feet)  COMP
 CC0346  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 CC0346
 CC0346  VERT ORDER  -  FIRST     CLASS II
 CC0346
 CC0346.The horizontal coordinates were scaled from a topographic map and have
 CC0346.an estimated accuracy of +/- 6 seconds.
 CC0346
 CC0346.The orthometric height was determined by differential leveling
 CC0346.and adjusted by the National Geodetic Survey in June 1991..
 CC0346
 CC0346.The geoid height was determined by GEOID03.
 CC0346
 CC0346.The dynamic height is computed by dividing the NAVD 88
 CC0346.geopotential number by the normal gravity value computed on the
 CC0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0346.degrees latitude (g = 980.6199 gals.).
 CC0346
 CC0346.The modeled gravity was interpolated from observed gravity values.
 CC0346
 CC0346;                    North         East    Units  Estimated Accuracy
 CC0346;SPC TX C     - 3,193,540.      383,260.      MT  (+/- 180 meters Scaled)
 CC0346
 CC0346                          SUPERSEDED SURVEY CONTROL
 CC0346
 CC0346  NGVD 29 (??/??/92)  839.939  (m)         2755.70   (f) ADJ UNCH    1 2
 CC0346
 CC0346.Superseded values are not recommended for survey control.
 CC0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0346.See file dsdata.txt to determine how the superseded data were derived.
 CC0346
 CC0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ270713(NAD 83)
 CC0346_MARKER: DB = BENCH MARK DISK
 CC0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0346_STAMPING: V 1058 1956
 CC0346_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0346+STABILITY: SURFACE MOTION
 CC0346
 CC0346  HISTORY     - Date     Condition        Report By
 CC0346  HISTORY     - 1956     MONUMENTED       CGS
 CC0346  HISTORY     - 1981     GOOD             NGS
 CC0346
 CC0346                          STATION DESCRIPTION
 CC0346
 CC0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0346'8.5 MI NE FROM TOYAH.
 CC0346'8.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0346'STATION AT TOYAH, 1.7 MILES SOUTHWEST OF THE STATION SIGN AT HERMOSA,
 CC0346'17 POLES SOUTHWEST OF MILEPOST 657, 90 FEET NORTHWEST OF THE CENTER
 CC0346'LINE OF U.S. HIGHWAY 80, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7.7
 CC0346'FEET NORTHEAST OF A TELEPHONE POLE, 2.7 FEET SOUTHEAST OF A WITNESS
 CC0346'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CC0346'THE GROUND.
 CC0346
 CC0346                          STATION RECOVERY (1981)
 CC0346
 CC0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0346'13.7 KM (8.5 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0346'JUNCTION WITH FARM ROAD 2903 IN TOYAH, OR, 14.5 KM (9.0 MI) WESTERLY
 CC0346'ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH STATE HIGHWAY 17
 CC0346'IN PECOS, 0.2 KM (0.1 MI) SOUTHWEST OF MILE POST 31, 48.5 METERS
 CC0346'(159.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND
 CC0346'LANES OF THE HIGHWAY, 27.1 METERS (89.0 FT) NORTH-NORTHWEST OF THE
 CC0346'CENTERLINE OF A FRONTAGE ROAD, 7.9 METERS (26.0 FT) SOUTH-SOUTHEAST
 CC0346'OF THE NEAR RAIL OF THE MISSOURI PACIFIC RAILROAD, 2.2 METERS
 CC0346'(7.2 FT) EAST-NORTHEAST OF A UTILITY POLE, AND 0.9 METER (2.8 FT)
 CC0346'SOUTH-SOUTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0346'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CC0346'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0565 ***********************************************************************
 CU0565  DESIGNATION -  V 1059
 CU0565  PID         -  CU0565
 CU0565  STATE/COUNTY-  TX/HOWARD
 CU0565  USGS QUAD   -  COAHOMA (1971)
 CU0565
 CU0565                         *CURRENT SURVEY CONTROL
 CU0565  ___________________________________________________________________
 CU0565* NAD 83(1986)-  32 17 30.     (N)    101 19 23.     (W)     SCALED    
 CU0565* NAVD 88     -       742.592  (meters)    2436.32   (feet)  ADJUSTED  
 CU0565  ___________________________________________________________________
 CU0565  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CU0565  DYNAMIC HT  -         741.584 (meters)    2433.01  (feet)  COMP
 CU0565  MODELED GRAV-     979,256.5   (mgal)                       NAVD 88
 CU0565
 CU0565  VERT ORDER  -  FIRST     CLASS II
 CU0565
 CU0565.The horizontal coordinates were scaled from a topographic map and have
 CU0565.an estimated accuracy of +/- 6 seconds.
 CU0565
 CU0565.The orthometric height was determined by differential leveling
 CU0565.and adjusted by the National Geodetic Survey in June 1991..
 CU0565
 CU0565.The geoid height was determined by GEOID03.
 CU0565
 CU0565.The dynamic height is computed by dividing the NAVD 88
 CU0565.geopotential number by the normal gravity value computed on the
 CU0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0565.degrees latitude (g = 980.6199 gals.).
 CU0565
 CU0565.The modeled gravity was interpolated from observed gravity values.
 CU0565
 CU0565;                    North         East    Units  Estimated Accuracy
 CU0565;SPC TXNC     - 2,072,880.      334,130.      MT  (+/- 180 meters Scaled)
 CU0565
 CU0565                          SUPERSEDED SURVEY CONTROL
 CU0565
 CU0565  NGVD 29 (??/??/92)  742.334  (m)         2435.47   (f) ADJ UNCH    1 2
 CU0565
 CU0565.Superseded values are not recommended for survey control.
 CU0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0565.See file dsdata.txt to determine how the superseded data were derived.
 CU0565
 CU0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA812751(NAD 83)
 CU0565_MARKER: DB = BENCH MARK DISK
 CU0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0565_STAMPING: V 1059 1956
 CU0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0565+STABILITY: SURFACE MOTION
 CU0565
 CU0565  HISTORY     - Date     Condition        Report By
 CU0565  HISTORY     - 1956     MONUMENTED       CGS
 CU0565  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0565
 CU0565                          STATION DESCRIPTION
 CU0565
 CU0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0565'1.0 MI SW FROM COAHOMA.
 CU0565'1.0 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0565'STATION AT GOAHOMA, 79 FEET EAST OF THE 1ST POLE NORTHEAST OF MILEPOST
 CU0565'504, 44.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 3.2
 CU0565'FEET NORTHWEST OF A FENCE, 2.2 FEET SOUTHWEST OF A WITNESS POST, SET
 CU0565'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CU0565'GROUND.
 CU0565
 CU0565                          STATION RECOVERY (1982)
 CU0565
 CU0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0565'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0192 ***********************************************************************
 BP0192  DESIGNATION -  V 106
 BP0192  PID         -  BP0192
 BP0192  STATE/COUNTY-  TX/PECOS
 BP0192  USGS QUAD   -  EAST MESA (1970)
 BP0192
 BP0192                         *CURRENT SURVEY CONTROL
 BP0192  ___________________________________________________________________
 BP0192* NAD 83(1986)-  30 52 41.     (N)    102 38 56.     (W)     SCALED    
 BP0192* NAVD 88     -       878.445  (meters)    2882.03   (feet)  ADJUSTED  
 BP0192  ___________________________________________________________________
 BP0192  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 BP0192  DYNAMIC HT  -         877.113 (meters)    2877.66  (feet)  COMP
 BP0192  MODELED GRAV-     979,096.5   (mgal)                       NAVD 88
 BP0192
 BP0192  VERT ORDER  -  FIRST     CLASS II
 BP0192
 BP0192.The horizontal coordinates were scaled from a topographic map and have
 BP0192.an estimated accuracy of +/- 6 seconds.
 BP0192
 BP0192.The orthometric height was determined by differential leveling
 BP0192.and adjusted by the National Geodetic Survey in June 1991..
 BP0192
 BP0192.The geoid height was determined by GEOID03.
 BP0192
 BP0192.The dynamic height is computed by dividing the NAVD 88
 BP0192.geopotential number by the normal gravity value computed on the
 BP0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0192.degrees latitude (g = 980.6199 gals.).
 BP0192
 BP0192.The modeled gravity was interpolated from observed gravity values.
 BP0192
 BP0192;                    North         East    Units  Estimated Accuracy
 BP0192;SPC TX C     - 3,136,590.      478,620.      MT  (+/- 180 meters Scaled)
 BP0192
 BP0192                          SUPERSEDED SURVEY CONTROL
 BP0192
 BP0192  NGVD 29 (??/??/92)  878.105  (m)         2880.92   (f) ADJ UNCH    1 2
 BP0192
 BP0192.Superseded values are not recommended for survey control.
 BP0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0192.See file dsdata.txt to determine how the superseded data were derived.
 BP0192
 BP0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ247184(NAD 83)
 BP0192_MARKER: DB = BENCH MARK DISK
 BP0192_SETTING: 66 = SET IN ROCK OUTCROP
 BP0192_SP_SET: ROCK OUTCROP
 BP0192_STAMPING: V 106 1933 2880.916
 BP0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0192+STABILITY: POSITION/ELEVATION WELL
 BP0192
 BP0192  HISTORY     - Date     Condition        Report By
 BP0192  HISTORY     - 1933     MONUMENTED       CGS
 BP0192  HISTORY     - 1958     GOOD             NGS
 BP0192  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0192
 BP0192                          STATION DESCRIPTION
 BP0192
 BP0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0192'13.65 MI E FROM FORT STOCKTON.
 BP0192'ABOUT 13.65 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0192'SANTA FE RAILWAY STATION AT FORT STOCKTON, IN THE TOP OF A FLAT ROCK
 BP0192'OUTCROP PROJECTING 9 INCHES ON THE NORTH SIDE, 118 FEET SOUTH OF THE
 BP0192'CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE WEST OF A ROAD SIDE PARK IN
 BP0192'THE CENTER OF A WYE JUNCTION, ABOUT 91 YARDS SOUTHWEST OF THE
 BP0192'SOUTHWEST LEG OF THE MOST SOUTHWEST ONE OF TWO STEEL WINDMILLS,
 BP0192'LOCATED IN THE WEST PORTION OF THE ROAD SIDE PARK, AND 12 FEET SOUTH
 BP0192'OF THE SOUTH HIGHWAY RIGHT OF WAY FENCE.
 BP0192
 BP0192                          STATION RECOVERY (1981)
 BP0192
 BP0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0318 ***********************************************************************
 CU0318  DESIGNATION -  V 1060
 CU0318  PID         -  CU0318
 CU0318  STATE/COUNTY-  TX/MITCHELL
 CU0318  USGS QUAD   -  CEDAR BEND (1979)
 CU0318
 CU0318                         *CURRENT SURVEY CONTROL
 CU0318  ___________________________________________________________________
 CU0318* NAD 83(1986)-  32 25 12.     (N)    100 56 02.     (W)     SCALED    
 CU0318* NAVD 88     -       657.581  (meters)    2157.41   (feet)  ADJUSTED  
 CU0318  ___________________________________________________________________
 CU0318  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CU0318  DYNAMIC HT  -         656.703 (meters)    2154.53  (feet)  COMP
 CU0318  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 CU0318
 CU0318  VERT ORDER  -  FIRST     CLASS II
 CU0318
 CU0318.The horizontal coordinates were scaled from a topographic map and have
 CU0318.an estimated accuracy of +/- 6 seconds.
 CU0318
 CU0318.The orthometric height was determined by differential leveling
 CU0318.and adjusted by the National Geodetic Survey in June 1991..
 CU0318
 CU0318.The geoid height was determined by GEOID03.
 CU0318
 CU0318.The dynamic height is computed by dividing the NAVD 88
 CU0318.geopotential number by the normal gravity value computed on the
 CU0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0318.degrees latitude (g = 980.6199 gals.).
 CU0318
 CU0318.The modeled gravity was interpolated from observed gravity values.
 CU0318
 CU0318;                    North         East    Units  Estimated Accuracy
 CU0318;SPC TXNC     - 2,086,190.      371,110.      MT  (+/- 180 meters Scaled)
 CU0318
 CU0318                          SUPERSEDED SURVEY CONTROL
 CU0318
 CU0318  NGVD 29 (??/??/92)  657.342  (m)         2156.63   (f) ADJ UNCH    1 2
 CU0318
 CU0318.Superseded values are not recommended for survey control.
 CU0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0318.See file dsdata.txt to determine how the superseded data were derived.
 CU0318
 CU0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA181886(NAD 83)
 CU0318_MARKER: DB = BENCH MARK DISK
 CU0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0318_STAMPING: V 1060 1956
 CU0318_MARK LOGO: CGS   
 CU0318_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0318+STABILITY: SURFACE MOTION
 CU0318
 CU0318  HISTORY     - Date     Condition        Report By
 CU0318  HISTORY     - 1956     MONUMENTED       CGS
 CU0318  HISTORY     - 1982     GOOD             NGS
 CU0318
 CU0318                          STATION DESCRIPTION
 CU0318
 CU0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0318'5.8 MI NW FROM COLORADO CITY.
 CU0318'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0318'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, AT A
 CU0318'CURVE IN THE FARM ROAD, 168 FEET NORTHEAST OF THE CENTER LINE OF THE
 CU0318'FARM ROAD, 128 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 31
 CU0318'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 1.7 FEET WEST OF A
 CU0318'FENCE, 2.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CU0318'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0318
 CU0318                          STATION RECOVERY (1982)
 CU0318
 CU0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0318'6.7 KM (4.15 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0318'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, THENCE 3.2 KM (2.0
 CU0318'MI) NORTH ALONG FARM ROAD 1229, AT A CURVE IN THE ROAD, 51.2 METERS
 CU0318'(168.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 39.0 METERS (128.0
 CU0318'FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING EAST, 9.5 METERS (31.2
 CU0318'FT) EAST OF THE CENTER OF A DRIVEWAY LEADING NORTH AND 1.8 METERS (5.9
 CU0318'FT) WEST OF A FENCE.
 CU0318'THE MARK IS 1.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0040 ***********************************************************************
 CC0040  DESIGNATION -  V 1061
 CC0040  PID         -  CC0040
 CC0040  STATE/COUNTY-  TX/ECTOR
 CC0040  USGS QUAD   -  ODESSA SE (1981)
 CC0040
 CC0040                         *CURRENT SURVEY CONTROL
 CC0040  ___________________________________________________________________
 CC0040* NAD 83(1986)-  31 52 08.     (N)    102 19 08.     (W)     SCALED    
 CC0040* NAVD 88     -       880.327  (meters)    2888.21   (feet)  ADJUSTED  
 CC0040  ___________________________________________________________________
 CC0040  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CC0040  DYNAMIC HT  -         879.078 (meters)    2884.11  (feet)  COMP
 CC0040  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 CC0040
 CC0040  VERT ORDER  -  FIRST     CLASS II
 CC0040
 CC0040.The horizontal coordinates were scaled from a topographic map and have
 CC0040.an estimated accuracy of +/- 6 seconds.
 CC0040
 CC0040.The orthometric height was determined by differential leveling
 CC0040.and adjusted by the National Geodetic Survey in June 1991..
 CC0040
 CC0040.The geoid height was determined by GEOID03.
 CC0040
 CC0040.The dynamic height is computed by dividing the NAVD 88
 CC0040.geopotential number by the normal gravity value computed on the
 CC0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0040.degrees latitude (g = 980.6199 gals.).
 CC0040
 CC0040.The modeled gravity was interpolated from observed gravity values.
 CC0040
 CC0040;                    North         East    Units  Estimated Accuracy
 CC0040;SPC TX C     - 3,245,820.      512,120.      MT  (+/- 180 meters Scaled)
 CC0040
 CC0040                          SUPERSEDED SURVEY CONTROL
 CC0040
 CC0040  NGVD 29 (??/??/92)  879.929  (m)         2886.90   (f) ADJ UNCH    1 2
 CC0040
 CC0040.Superseded values are not recommended for survey control.
 CC0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0040.See file dsdata.txt to determine how the superseded data were derived.
 CC0040
 CC0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR536290(NAD 83)
 CC0040_MARKER: DB = BENCH MARK DISK
 CC0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0040_STAMPING: V 1061 1956
 CC0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0040+STABILITY: SURFACE MOTION
 CC0040
 CC0040  HISTORY     - Date     Condition        Report By
 CC0040  HISTORY     - 1956     MONUMENTED       CGS
 CC0040  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0040
 CC0040                          STATION DESCRIPTION
 CC0040
 CC0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0040'3.4 MI NE FROM ODESSA.
 CC0040'3.4 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0040'STATION AT ODESSA, 4 POLES SOUTHWEST OF MILEPOST 570, 45.3 FEET
 CC0040'SOUTHEAST OF THE SOUTHEAST RAIL, 10 FEET EAST OF A TELEPHONE POLE, 2.4
 CC0040'FEET NORTHWEST OF A FENCE, 2.1 FEET SOUTHWEST OF A WITNESS POST, SET
 CC0040'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CC0040'GROUND.
 CC0040
 CC0040                          STATION RECOVERY (1982)
 CC0040
 CC0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0204 ***********************************************************************
 CC0204  DESIGNATION -  V 1062
 CC0204  PID         -  CC0204
 CC0204  STATE/COUNTY-  TX/ECTOR
 CC0204  USGS QUAD   -  PENWELL (1981)
 CC0204
 CC0204                         *CURRENT SURVEY CONTROL
 CC0204  ___________________________________________________________________
 CC0204* NAD 83(1986)-  31 43 38.     (N)    102 37 00.     (W)     SCALED    
 CC0204* NAVD 88     -       888.826  (meters)    2916.09   (feet)  ADJUSTED  
 CC0204  ___________________________________________________________________
 CC0204  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CC0204  DYNAMIC HT  -         887.584 (meters)    2912.02  (feet)  COMP
 CC0204  MODELED GRAV-     979,212.3   (mgal)                       NAVD 88
 CC0204
 CC0204  VERT ORDER  -  FIRST     CLASS II
 CC0204
 CC0204.The horizontal coordinates were scaled from a topographic map and have
 CC0204.an estimated accuracy of +/- 6 seconds.
 CC0204
 CC0204.The orthometric height was determined by differential leveling
 CC0204.and adjusted by the National Geodetic Survey in June 1991..
 CC0204
 CC0204.The geoid height was determined by GEOID03.
 CC0204
 CC0204.The dynamic height is computed by dividing the NAVD 88
 CC0204.geopotential number by the normal gravity value computed on the
 CC0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0204.degrees latitude (g = 980.6199 gals.).
 CC0204
 CC0204.The modeled gravity was interpolated from observed gravity values.
 CC0204
 CC0204;                    North         East    Units  Estimated Accuracy
 CC0204;SPC TX C     - 3,230,650.      483,630.      MT  (+/- 180 meters Scaled)
 CC0204
 CC0204                          SUPERSEDED SURVEY CONTROL
 CC0204
 CC0204  NGVD 29 (??/??/92)  888.470  (m)         2914.92   (f) ADJ UNCH    1 2
 CC0204
 CC0204.Superseded values are not recommended for survey control.
 CC0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0204.See file dsdata.txt to determine how the superseded data were derived.
 CC0204
 CC0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR258126(NAD 83)
 CC0204_MARKER: DB = BENCH MARK DISK
 CC0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0204_SP_SET: CONCRETE POST
 CC0204_STAMPING: V 1062 1956
 CC0204_MARK LOGO: CGS   
 CC0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0204+STABILITY: SURFACE MOTION
 CC0204
 CC0204  HISTORY     - Date     Condition        Report By
 CC0204  HISTORY     - 1956     MONUMENTED       CGS
 CC0204  HISTORY     - 19770425 GOOD             NGS
 CC0204
 CC0204                          STATION DESCRIPTION
 CC0204
 CC0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0204'17.1 MI SW FROM ODESSA.
 CC0204'17.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0204'STATION AT ODESSA, 59.6 FEET NORTHEAST OF THE 15TH POLE NORTHEAST OF
 CC0204'MILEPOST 591, 29 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 72 FEET
 CC0204'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST TRAFFIC LANE OF U.S.
 CC0204'HIGHWAY 80, 31.4 FEET EAST OF THE EAST SIDE OF A CONCRETE TELEPHONE
 CC0204'BOOTH, 2.5 FEET SOUTHWEST OF A WITNESS POST, 1.0 MILE NORTHEAST OF
 CC0204'BENCH MARK W 1062, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CC0204'0.4 FOOT ABOVE THE GROUND.
 CC0204
 CC0204                          STATION RECOVERY (1977)
 CC0204
 CC0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CC0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0691 ***********************************************************************
 CC0691  DESIGNATION -  V 1062 RESET 1977
 CC0691  PID         -  CC0691
 CC0691  STATE/COUNTY-  TX/ECTOR
 CC0691  USGS QUAD   -  PENWELL (1981)
 CC0691
 CC0691                         *CURRENT SURVEY CONTROL
 CC0691  ___________________________________________________________________
 CC0691* NAD 83(1986)-  31 43 38.     (N)    102 37 01.     (W)     SCALED    
 CC0691* NAVD 88     -       889.282  (meters)    2917.59   (feet)  ADJUSTED  
 CC0691  ___________________________________________________________________
 CC0691  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CC0691  DYNAMIC HT  -         888.039 (meters)    2913.51  (feet)  COMP
 CC0691  MODELED GRAV-     979,212.3   (mgal)                       NAVD 88
 CC0691
 CC0691  VERT ORDER  -  FIRST     CLASS II
 CC0691
 CC0691.The horizontal coordinates were scaled from a topographic map and have
 CC0691.an estimated accuracy of +/- 6 seconds.
 CC0691
 CC0691.The orthometric height was determined by differential leveling
 CC0691.and adjusted by the National Geodetic Survey in June 1991..
 CC0691
 CC0691.The geoid height was determined by GEOID03.
 CC0691
 CC0691.The dynamic height is computed by dividing the NAVD 88
 CC0691.geopotential number by the normal gravity value computed on the
 CC0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0691.degrees latitude (g = 980.6199 gals.).
 CC0691
 CC0691.The modeled gravity was interpolated from observed gravity values.
 CC0691
 CC0691;                    North         East    Units  Estimated Accuracy
 CC0691;SPC TX C     - 3,230,650.      483,600.      MT  (+/- 180 meters Scaled)
 CC0691
 CC0691                          SUPERSEDED SURVEY CONTROL
 CC0691
 CC0691.No superseded survey control is available for this station.
 CC0691
 CC0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR257126(NAD 83)
 CC0691_MARKER: DB = BENCH MARK DISK
 CC0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0691_SP_SET: CONCRETE POST
 CC0691_STAMPING: V 1062 RESET 1977
 CC0691_MARK LOGO: NGS   
 CC0691_PROJECTION: PROJECTING 8 CENTIMETERS
 CC0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0691+STABILITY: SURFACE MOTION
 CC0691
 CC0691  HISTORY     - Date     Condition        Report By
 CC0691  HISTORY     - 1977     MONUMENTED       NGS
 CC0691  HISTORY     - 1982     GOOD             NGS
 CC0691  HISTORY     - 20010202 GOOD             USPSQD
 CC0691
 CC0691                          STATION DESCRIPTION
 CC0691
 CC0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0691'28.1 KM (17.45 MI) SW FROM ODESSA.
 CC0691'28.1 KM (17.45 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0691'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 55.8 METERS (183.1
 CC0691'FT) EAST-NORTHEAST OF SIGNAL NUMBER 5907, 9.3 METERS (30.5 FT)
 CC0691'NORTH-NORTHWEST OF THE NEAR RAIL AND 0.4 METER (1.3 FT) WEST-SOUTHWEST
 CC0691'OF A UTILITY POLE.
 CC0691'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CC0691'THE MARK IS 0.5 M BELOW THE TRACKS.
 CC0691
 CC0691                          STATION RECOVERY (2001)
 CC0691
 CC0691'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0328 ***********************************************************************
 CC0328  DESIGNATION -  V 1063
 CC0328  PID         -  CC0328
 CC0328  STATE/COUNTY-  TX/WARD
 CC0328  USGS QUAD   -  PECOS EAST (1981)
 CC0328
 CC0328                         *CURRENT SURVEY CONTROL
 CC0328  ___________________________________________________________________
 CC0328* NAD 83(1986)-  31 26 48.     (N)    103 25 57.     (W)     SCALED    
 CC0328* NAVD 88     -       781.288  (meters)    2563.28   (feet)  ADJUSTED  
 CC0328  ___________________________________________________________________
 CC0328  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CC0328  DYNAMIC HT  -         780.150 (meters)    2559.54  (feet)  COMP
 CC0328  MODELED GRAV-     979,158.8   (mgal)                       NAVD 88
 CC0328
 CC0328  VERT ORDER  -  FIRST     CLASS II
 CC0328
 CC0328.The horizontal coordinates were scaled from a topographic map and have
 CC0328.an estimated accuracy of +/- 6 seconds.
 CC0328
 CC0328.The orthometric height was determined by differential leveling
 CC0328.and adjusted by the National Geodetic Survey in June 1991..
 CC0328.WARNING-Repeat measurements at this control monument indicate possible
 CC0328.vertical movement.
 CC0328
 CC0328.The geoid height was determined by GEOID03.
 CC0328
 CC0328.The dynamic height is computed by dividing the NAVD 88
 CC0328.geopotential number by the normal gravity value computed on the
 CC0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0328.degrees latitude (g = 980.6199 gals.).
 CC0328
 CC0328.The modeled gravity was interpolated from observed gravity values.
 CC0328
 CC0328;                    North         East    Units  Estimated Accuracy
 CC0328;SPC TX C     - 3,201,430.      405,470.      MT  (+/- 180 meters Scaled)
 CC0328
 CC0328                          SUPERSEDED SURVEY CONTROL
 CC0328
 CC0328  NGVD 29 (??/??/92)  780.955  (m)         2562.18   (f) ADJ UNCH    1 2
 CC0328
 CC0328.Superseded values are not recommended for survey control.
 CC0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0328.See file dsdata.txt to determine how the superseded data were derived.
 CC0328
 CC0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ489801(NAD 83)
 CC0328_MARKER: DB = BENCH MARK DISK
 CC0328_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0328_SP_SET: 50 FT
 CC0328_STAMPING: V 1063 1956
 CC0328_MARK LOGO: CGS   
 CC0328_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0328_ROD/PIPE-DEPTH: 15.2 meters
 CC0328
 CC0328  HISTORY     - Date     Condition        Report By
 CC0328  HISTORY     - 1956     MONUMENTED       CGS
 CC0328  HISTORY     - 1981     GOOD             NGS
 CC0328
 CC0328                          STATION DESCRIPTION
 CC0328
 CC0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0328'4.0 MI NE FROM PECOS.
 CC0328'4.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0328'STATION AT PECOS, 9.3 FEET NORTHEAST OF THE 5TH POLE NORTHEAST OF
 CC0328'MILEPOST 643, 40.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 62 FEET
 CC0328'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 2.7 FEET SOUTHWEST OF
 CC0328'A WITNESS POST, 0.1 MILE SOUTHWEST OF BENCH MARK W 1063, CLAMPED ON
 CC0328'THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 50 FEET
 CC0328'IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.3 FOOT
 CC0328'ABOVE THE GROUND.
 CC0328
 CC0328                          STATION RECOVERY (1981)
 CC0328
 CC0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0328'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCION WITH
 CC0328'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 8.5 KM (5.25 MI) NORTHEAST
 CC0328'ALONG THE MISSOURI PACIFIC RAILROAD, 0.3 KM (0.2 MI) NORTHEAST OF
 CC0328'MILEPOST 643, 18.9 METERS (62.0 FT) NORTH-NORTHWEST OF THE CENTERLINE
 CC0328'OF U.S. HIGHWAY 80, 12.3 METERS (40.2 FT) SOUTH-SOUTHEAST OF THE
 CC0328'NEAR RAIL, AND 2.8 METERS (9.3 FT) NORTHEAST OF A UTILITY POLE.
 CC0328'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0328'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0050 ***********************************************************************
 CC0050  DESIGNATION -  V 1064
 CC0050  PID         -  CC0050
 CC0050  STATE/COUNTY-  TX/ECTOR
 CC0050  USGS QUAD   -  ODESSA NW (1981)
 CC0050
 CC0050                         *CURRENT SURVEY CONTROL
 CC0050  ___________________________________________________________________
 CC0050* NAD 83(1986)-  31 55 10.     (N)    102 23 32.     (W)     SCALED    
 CC0050* NAVD 88     -       902.293  (meters)    2960.27   (feet)  ADJUSTED  
 CC0050  ___________________________________________________________________
 CC0050  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CC0050  DYNAMIC HT  -         901.015 (meters)    2956.08  (feet)  COMP
 CC0050  MODELED GRAV-     979,192.8   (mgal)                       NAVD 88
 CC0050
 CC0050  VERT ORDER  -  FIRST     CLASS II
 CC0050
 CC0050.The horizontal coordinates were scaled from a topographic map and have
 CC0050.an estimated accuracy of +/- 6 seconds.
 CC0050
 CC0050.The orthometric height was determined by differential leveling
 CC0050.and adjusted by the National Geodetic Survey in June 1991..
 CC0050
 CC0050.The geoid height was determined by GEOID03.
 CC0050
 CC0050.The dynamic height is computed by dividing the NAVD 88
 CC0050.geopotential number by the normal gravity value computed on the
 CC0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0050.degrees latitude (g = 980.6199 gals.).
 CC0050
 CC0050.The modeled gravity was interpolated from observed gravity values.
 CC0050
 CC0050;                    North         East    Units  Estimated Accuracy
 CC0050;SPC TX C     - 3,251,550.      505,290.      MT  (+/- 180 meters Scaled)
 CC0050
 CC0050                          SUPERSEDED SURVEY CONTROL
 CC0050
 CC0050  NGVD 29 (??/??/92)  901.897  (m)         2958.97   (f) ADJ UNCH    1 2
 CC0050
 CC0050.Superseded values are not recommended for survey control.
 CC0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0050.See file dsdata.txt to determine how the superseded data were derived.
 CC0050
 CC0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR465344(NAD 83)
 CC0050_MARKER: DB = BENCH MARK DISK
 CC0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0050_SP_SET: FOUNDATION
 CC0050_STAMPING: V 1064 1956
 CC0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0050
 CC0050  HISTORY     - Date     Condition        Report By
 CC0050  HISTORY     - 1956     MONUMENTED       CGS
 CC0050  HISTORY     - 1978     GOOD             DOD
 CC0050
 CC0050                          STATION DESCRIPTION
 CC0050
 CC0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0050'5.4 MI N FROM ODESSA.
 CC0050'5.1 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COURTHOUSE AT ODESSA,
 CC0050'THENCE 0.3 MILE NORTHEAST ALONG A ROAD LEADING TO THE ECTOR COUNTY
 CC0050'AIRPORT, 1 FOOT NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN HANGAR
 CC0050'AND OFFICE AT THE AIRPORT, 7.3 FEET EAST OF THE CENTER OF THE EAST
 CC0050'ENTRANCE TO THE OFFICE, 0.2 FOOT ABOVE THE GROUND, SET IN THE TOP OF
 CC0050'THE SOUTHEAST CORNER OF A CONCRETE PUMP FOUNDATION.
 CC0050
 CC0050                          STATION RECOVERY (1978)
 CC0050
 CC0050'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CC0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0165 ***********************************************************************
 CC0165  DESIGNATION -  V 1065
 CC0165  PID         -  CC0165
 CC0165  STATE/COUNTY-  TX/WARD
 CC0165  USGS QUAD   -  7 L RANCH (1969)
 CC0165
 CC0165                         *CURRENT SURVEY CONTROL
 CC0165  ___________________________________________________________________
 CC0165* NAD 83(1986)-  31 29 37.     (N)    102 53 20.     (W)     SCALED    
 CC0165* NAVD 88     -       779.946  (meters)    2558.87   (feet)  ADJUSTED  
 CC0165  ___________________________________________________________________
 CC0165  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CC0165  DYNAMIC HT  -         778.857 (meters)    2555.30  (feet)  COMP
 CC0165  MODELED GRAV-     979,218.7   (mgal)                       NAVD 88
 CC0165
 CC0165  VERT ORDER  -  FIRST     CLASS II
 CC0165
 CC0165.The horizontal coordinates were scaled from a topographic map and have
 CC0165.an estimated accuracy of +/- 6 seconds.
 CC0165
 CC0165.The orthometric height was determined by differential leveling
 CC0165.and adjusted by the National Geodetic Survey in June 1991..
 CC0165
 CC0165.The geoid height was determined by GEOID03.
 CC0165
 CC0165.The dynamic height is computed by dividing the NAVD 88
 CC0165.geopotential number by the normal gravity value computed on the
 CC0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0165.degrees latitude (g = 980.6199 gals.).
 CC0165
 CC0165.The modeled gravity was interpolated from observed gravity values.
 CC0165
 CC0165;                    North         East    Units  Estimated Accuracy
 CC0165;SPC TX C     - 3,205,320.      457,240.      MT  (+/- 180 meters Scaled)
 CC0165
 CC0165                          SUPERSEDED SURVEY CONTROL
 CC0165
 CC0165  NGVD 29 (??/??/92)  779.636  (m)         2557.86   (f) ADJ UNCH    1 2
 CC0165
 CC0165.Superseded values are not recommended for survey control.
 CC0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0165.See file dsdata.txt to determine how the superseded data were derived.
 CC0165
 CC0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ005862(NAD 83)
 CC0165_MARKER: DB = BENCH MARK DISK
 CC0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0165_STAMPING: V-1065 1956
 CC0165_MARK LOGO: CGS   
 CC0165_PROJECTION: FLUSH
 CC0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0165+STABILITY: SURFACE MOTION
 CC0165
 CC0165  HISTORY     - Date     Condition        Report By
 CC0165  HISTORY     - 1956     MONUMENTED       CGS
 CC0165  HISTORY     - 1969     GOOD             USGS
 CC0165  HISTORY     - 1981     GOOD             NGS
 CC0165
 CC0165                          STATION DESCRIPTION
 CC0165
 CC0165'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CC0165'6.95 MI S FROM MONAHANS.
 CC0165'ABOUT 6.95 MILES SOUTH ALONG STATE HWY 18 FROM THE TEXAS AND PACIFIC
 CC0165'RAILROAD STATION IN MONAHANS, 48 FEET EAST-NORTHEAST OF THE CENTER
 CC0165'LINE OF THE NORTH BOUND LANE OF THE HWY, ABOUT 0.25 MILES
 CC0165'SOUTH-SOUTHEAST OF THE JUNCTION OF A VERY DIM TRAIL ROAD LEADING
 CC0165'SOUTHEAST, 15 1/2 FT SOUTHEAST OF A POWER POLE, IN LINE WITH A ROW OF
 CC0165'POLES, 1 1/2 FT SOUTHWEST OF THE ROW FENCE AND IN THE TOP OF A
 CC0165'CONCRETE POST PROJECTING 0.4 FT.  A STANDARD USC AND GS DISK STAMPED
 CC0165'V-1065 1956.
 CC0165
 CC0165                          STATION RECOVERY (1981)
 CC0165
 CC0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0165'9.0 KM (5.6 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0165'WITH INTERSTATE HIGHWAY 20 IN MONAHANS, 0.6 KM (0.35 MI) SOUTH OF
 CC0165'A GRAVELED ROAD LEADING SOUTH, 0.4 KM (0.25 MI) NORTH OF A GRAVELED
 CC0165'ROAD LEADING EAST, 25.6 METERS (83.9 FT) EAST-NORTHEAST OF THE
 CC0165'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 5.0 METERS
 CC0165'(16.4 FT) SOUTH-SOUTHEAST OF A UTILITY POLE AND 0.6 METER (2.0 FT)
 CC0165'WEST-SOUTHWEST OF A FENCE.
 CC0165'THE MARK IS 0.5 METERS  WSW FROM A WITNESS POST.
 CC0165'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0609 ***********************************************************************
 CD0609  DESIGNATION -  V 1066
 CD0609  PID         -  CD0609
 CD0609  STATE/COUNTY-  TX/HUDSPETH
 CD0609  USGS QUAD   -  SMALL (1972)
 CD0609
 CD0609                         *CURRENT SURVEY CONTROL
 CD0609  ___________________________________________________________________
 CD0609* NAD 83(1986)-  31 15 11.     (N)    105 32 13.     (W)     SCALED    
 CD0609* NAVD 88     -      1281.251  (meters)    4203.57   (feet)  ADJUSTED  
 CD0609  ___________________________________________________________________
 CD0609  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CD0609  DYNAMIC HT  -        1279.227 (meters)    4196.93  (feet)  COMP
 CD0609  MODELED GRAV-     979,016.5   (mgal)                       NAVD 88
 CD0609
 CD0609  VERT ORDER  -  FIRST     CLASS II
 CD0609
 CD0609.The horizontal coordinates were scaled from a topographic map and have
 CD0609.an estimated accuracy of +/- 6 seconds.
 CD0609
 CD0609.The orthometric height was determined by differential leveling
 CD0609.and adjusted by the National Geodetic Survey in June 1991..
 CD0609
 CD0609.The geoid height was determined by GEOID03.
 CD0609
 CD0609.The dynamic height is computed by dividing the NAVD 88
 CD0609.geopotential number by the normal gravity value computed on the
 CD0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0609.degrees latitude (g = 980.6199 gals.).
 CD0609
 CD0609.The modeled gravity was interpolated from observed gravity values.
 CD0609
 CD0609;                    North         East    Units  Estimated Accuracy
 CD0609;SPC TX C     - 3,187,450.      204,590.      MT  (+/- 180 meters Scaled)
 CD0609
 CD0609                          SUPERSEDED SURVEY CONTROL
 CD0609
 CD0609  NGVD 29 (??/??/92) 1280.672  (m)         4201.67   (f) ADJ UNCH    1 2
 CD0609
 CD0609.Superseded values are not recommended for survey control.
 CD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0609.See file dsdata.txt to determine how the superseded data were derived.
 CD0609
 CD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ488577(NAD 83)
 CD0609_MARKER: DB = BENCH MARK DISK
 CD0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0609_SP_SET: ABUTMENT
 CD0609_STAMPING: V 1066 1956
 CD0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0609
 CD0609  HISTORY     - Date     Condition        Report By
 CD0609  HISTORY     - 1956     MONUMENTED       CGS
 CD0609
 CD0609                          STATION DESCRIPTION
 CD0609
 CD0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0609'7.3 MI E FROM FINLAY.
 CD0609'7.3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0609'SECTION FOREMANS HOUSE AT FINLAY, 4.5 FEET SOUTHEAST OF THE SOUTHEAST
 CD0609'RAIL, 6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CD0609'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF STEEL BRIDGE
 CD0609'751.28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0099 ***********************************************************************
 CD0099  DESIGNATION -  V 1068
 CD0099  PID         -  CD0099
 CD0099  STATE/COUNTY-  TX/CULBERSON
 CD0099  USGS QUAD   -  KENT (1970)
 CD0099
 CD0099                         *CURRENT SURVEY CONTROL
 CD0099  ___________________________________________________________________
 CD0099* NAD 83(1986)-  31 03 54.     (N)    104 11 34.     (W)     SCALED    
 CD0099* NAVD 88     -      1278.022  (meters)    4192.98   (feet)  ADJUSTED  
 CD0099  ___________________________________________________________________
 CD0099  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CD0099  DYNAMIC HT  -        1276.042 (meters)    4186.48  (feet)  COMP
 CD0099  MODELED GRAV-     979,046.2   (mgal)                       NAVD 88
 CD0099
 CD0099  VERT ORDER  -  FIRST     CLASS II
 CD0099
 CD0099.The horizontal coordinates were scaled from a topographic map and have
 CD0099.an estimated accuracy of +/- 6 seconds.
 CD0099
 CD0099.The orthometric height was determined by differential leveling
 CD0099.and adjusted by the National Geodetic Survey in June 1991..
 CD0099.WARNING-Repeat measurements at this control monument indicate possible
 CD0099.vertical movement.
 CD0099
 CD0099.The geoid height was determined by GEOID03.
 CD0099
 CD0099.The dynamic height is computed by dividing the NAVD 88
 CD0099.geopotential number by the normal gravity value computed on the
 CD0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0099.degrees latitude (g = 980.6199 gals.).
 CD0099
 CD0099.The modeled gravity was interpolated from observed gravity values.
 CD0099
 CD0099;                    North         East    Units  Estimated Accuracy
 CD0099;SPC TX C     - 3,161,400.      331,770.      MT  (+/- 180 meters Scaled)
 CD0099
 CD0099                          SUPERSEDED SURVEY CONTROL
 CD0099
 CD0099  NGVD 29 (??/??/92) 1277.510  (m)         4191.30   (f) ADJ UNCH    1 2
 CD0099
 CD0099.Superseded values are not recommended for survey control.
 CD0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0099.See file dsdata.txt to determine how the superseded data were derived.
 CD0099
 CD0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ770370(NAD 83)
 CD0099_MARKER: DB = BENCH MARK DISK
 CD0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0099_STAMPING: V 1068 1956
 CD0099_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0099+STABILITY: SURFACE MOTION
 CD0099
 CD0099  HISTORY     - Date     Condition        Report By
 CD0099  HISTORY     - 1956     MONUMENTED       CGS
 CD0099  HISTORY     - 1981     GOOD             NGS
 CD0099
 CD0099                          STATION DESCRIPTION
 CD0099
 CD0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0099'1.45 MI E FROM KENT.
 CD0099'1.45 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0099'AT KENT, 117 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 112
 CD0099'FEET SOUTH OF THE SOUTH RAIL, 67 FEET EAST OF MILEPOST 697, IN LINE
 CD0099'WITH A ROW OF TELEPHONE POLES, 2.5 FEET SOUTH OF A WITNESS POST, 5
 CD0099'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 CD0099'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CD0099
 CD0099                          STATION RECOVERY (1981)
 CD0099
 CD0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0099'2.4 KM (1.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0099'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, AT THE
 CD0099'MISSOURI PACIFIC RAILROAD MILE POST 697, 70.4 METERS (231.0 FT)
 CD0099'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CD0099'35.7 METERS (117.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD,
 CD0099'34.1 METERS (112.0 FT) SOUTH OF THE NEAR RAIL, 19.8 METERS (65.0 FT)
 CD0099'NORTH OF A FENCE, AND 0.8 METER (2.5 FT) SOUTH OF A 4X4 INCH WOODEN
 CD0099'WITNESS POST.
 CD0099'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 CD0099'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0186 ***********************************************************************
 CD0186  DESIGNATION -  V 1069
 CD0186  PID         -  CD0186
 CD0186  STATE/COUNTY-  TX/CULBERSON
 CD0186  USGS QUAD   -  WILD HORSE (1979)
 CD0186
 CD0186                         *CURRENT SURVEY CONTROL
 CD0186  ___________________________________________________________________
 CD0186* NAD 83(1986)-  31 03 15.     (N)    104 39 50.     (W)     SCALED    
 CD0186* NAVD 88     -      1169.963  (meters)    3838.45   (feet)  POSTED    
 CD0186  ___________________________________________________________________
 CD0186  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0186  DYNAMIC HT  -        1168.140 (meters)    3832.47  (feet)  COMP
 CD0186  MODELED GRAV-     979,045.5   (mgal)                       NAVD 88
 CD0186
 CD0186  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0186
 CD0186.The horizontal coordinates were scaled from a topographic map and have
 CD0186.an estimated accuracy of +/- 6 seconds.
 CD0186
 CD0186.The orthometric height was determined by differential leveling
 CD0186.and adjusted by the National Geodetic Survey in 1992..
 CD0186.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0186.rate of 0.0 thru 1.0 mm/km.
 CD0186
 CD0186.The geoid height was determined by GEOID03.
 CD0186
 CD0186.The dynamic height is computed by dividing the NAVD 88
 CD0186.geopotential number by the normal gravity value computed on the
 CD0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0186.degrees latitude (g = 980.6199 gals.).
 CD0186
 CD0186.The modeled gravity was interpolated from observed gravity values.
 CD0186
 CD0186;                    North         East    Units  Estimated Accuracy
 CD0186;SPC TX C     - 3,161,860.      286,800.      MT  (+/- 180 meters Scaled)
 CD0186
 CD0186                          SUPERSEDED SURVEY CONTROL
 CD0186
 CD0186  NGVD 29 (??/??/92) 1169.484  (m)         3836.88   (f) ADJ UNCH    1 2
 CD0186
 CD0186.Superseded values are not recommended for survey control.
 CD0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0186.See file dsdata.txt to determine how the superseded data were derived.
 CD0186
 CD0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ320356(NAD 83)
 CD0186_MARKER: DB = BENCH MARK DISK
 CD0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0186_STAMPING: V 1069 1956
 CD0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0186+STABILITY: SURFACE MOTION
 CD0186
 CD0186  HISTORY     - Date     Condition        Report By
 CD0186  HISTORY     - 1956     MONUMENTED       CGS
 CD0186
 CD0186                          STATION DESCRIPTION
 CD0186
 CD0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0186'6.35 MI W FROM PLATEAU.
 CD0186'6.35 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0186'FOREMANS HOUSE AT PLATEAU, 19.5 FEET SOUTH OF THE 12TH POLE WEST OF
 CD0186'MILEPOST 725, 62 FEET SOUTH OF THE SOUTH RAIL, 12.5 FEET SOUTH OF A
 CD0186'FENCE, 2.1 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CD0186'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0220 ***********************************************************************
 CD0220  DESIGNATION -  V 1070
 CD0220  PID         -  CD0220
 CD0220  STATE/COUNTY-  TX/HUDSPETH
 CD0220  USGS QUAD   -  HACKETT PEAK (1964)
 CD0220
 CD0220                         *CURRENT SURVEY CONTROL
 CD0220  ___________________________________________________________________
 CD0220* NAD 83(1986)-  31 03 47.     (N)    104 57 30.     (W)     SCALED    
 CD0220* NAVD 88     -      1393.857  (meters)    4573.01   (feet)  ADJUSTED  
 CD0220  ___________________________________________________________________
 CD0220  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0220  DYNAMIC HT  -        1391.624 (meters)    4565.69  (feet)  COMP
 CD0220  MODELED GRAV-     978,990.1   (mgal)                       NAVD 88
 CD0220
 CD0220  VERT ORDER  -  FIRST     CLASS II
 CD0220
 CD0220.The horizontal coordinates were scaled from a topographic map and have
 CD0220.an estimated accuracy of +/- 6 seconds.
 CD0220
 CD0220.The orthometric height was determined by differential leveling
 CD0220.and adjusted by the National Geodetic Survey in June 1991..
 CD0220
 CD0220.The geoid height was determined by GEOID03.
 CD0220
 CD0220.The dynamic height is computed by dividing the NAVD 88
 CD0220.geopotential number by the normal gravity value computed on the
 CD0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0220.degrees latitude (g = 980.6199 gals.).
 CD0220
 CD0220.The modeled gravity was interpolated from observed gravity values.
 CD0220
 CD0220;                    North         East    Units  Estimated Accuracy
 CD0220;SPC TX C     - 3,163,970.      258,760.      MT  (+/- 180 meters Scaled)
 CD0220
 CD0220                          SUPERSEDED SURVEY CONTROL
 CD0220
 CD0220  NGVD 29 (??/??/92) 1393.279  (m)         4571.12   (f) ADJ UNCH    1 2
 CD0220
 CD0220.Superseded values are not recommended for survey control.
 CD0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0220.See file dsdata.txt to determine how the superseded data were derived.
 CD0220
 CD0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ039365(NAD 83)
 CD0220_MARKER: DB = BENCH MARK DISK
 CD0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0220_SP_SET: FOUNDATION
 CD0220_STAMPING: V 1070 1956
 CD0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0220
 CD0220  HISTORY     - Date     Condition        Report By
 CD0220  HISTORY     - 1956     MONUMENTED       CGS
 CD0220
 CD0220                          STATION DESCRIPTION
 CD0220
 CD0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0220'2.9 MI E FROM ALLAMORE.
 CD0220'2.9 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0220'FOREMANS HOUSE AT ALLAMORE, 0.1 MILE EAST OF A ROCKY CUT, 0.4 MILE
 CD0220'EAST OF THE GIFFORD HILL OFFICE AND AIRPORT, 8.2 FEET NORTH OF THE
 CD0220'NORTH RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CD0220'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A RAILROAD RADIO TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0555 ***********************************************************************
 CD0555  DESIGNATION -  V 1071
 CD0555  PID         -  CD0555
 CD0555  STATE/COUNTY-  TX/HUDSPETH
 CD0555  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0555
 CD0555                         *CURRENT SURVEY CONTROL
 CD0555  ___________________________________________________________________
 CD0555* NAD 83(1986)-  31 10 08.     (N)    105 20 03.     (W)     SCALED    
 CD0555* NAVD 88     -      1360.009  (meters)    4461.96   (feet)  ADJUSTED  
 CD0555  ___________________________________________________________________
 CD0555  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CD0555  DYNAMIC HT  -        1357.833 (meters)    4454.82  (feet)  COMP
 CD0555  MODELED GRAV-     978,993.4   (mgal)                       NAVD 88
 CD0555
 CD0555  VERT ORDER  -  FIRST     CLASS II
 CD0555
 CD0555.The horizontal coordinates were scaled from a topographic map and have
 CD0555.an estimated accuracy of +/- 6 seconds.
 CD0555
 CD0555.The orthometric height was determined by differential leveling
 CD0555.and adjusted by the National Geodetic Survey in June 1991..
 CD0555.WARNING-Repeat measurements at this control monument indicate possible
 CD0555.vertical movement.
 CD0555
 CD0555.The geoid height was determined by GEOID03.
 CD0555
 CD0555.The dynamic height is computed by dividing the NAVD 88
 CD0555.geopotential number by the normal gravity value computed on the
 CD0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0555.degrees latitude (g = 980.6199 gals.).
 CD0555
 CD0555.The modeled gravity was interpolated from observed gravity values.
 CD0555
 CD0555;                    North         East    Units  Estimated Accuracy
 CD0555;SPC TX C     - 3,177,240.      223,460.      MT  (+/- 180 meters Scaled)
 CD0555
 CD0555                          SUPERSEDED SURVEY CONTROL
 CD0555
 CD0555  NGVD 29 (??/??/92) 1359.422  (m)         4460.04   (f) ADJ UNCH    1 2
 CD0555
 CD0555.Superseded values are not recommended for survey control.
 CD0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0555.See file dsdata.txt to determine how the superseded data were derived.
 CD0555
 CD0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ681483(NAD 83)
 CD0555_MARKER: DB = BENCH MARK DISK
 CD0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0555_STAMPING: V 1071 1956
 CD0555_PROJECTION: PROJECTING 5 CENTIMETERS
 CD0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0555+STABILITY: SURFACE MOTION
 CD0555
 CD0555  HISTORY     - Date     Condition        Report By
 CD0555  HISTORY     - 1956     MONUMENTED       CGS
 CD0555  HISTORY     - 1981     GOOD             NGS
 CD0555
 CD0555                          STATION DESCRIPTION
 CD0555
 CD0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0555'1.4 MI E FROM SIERRA BLANCA.
 CD0555'1.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0555'AT SIERRA BLANCA, 15.5 FEET WEST OF MILEPOST 767, IN LINE WITH A ROW
 CD0555'OF TELEPHONE POLES, 38 FEET SOUTH OF THE SOUTH RAIL, 79 FEET NORTH OF
 CD0555'THE CENTER LINE OF U.S. HIGHWAY 80, 1.8 FEET EAST OF A WITNESS POST, 4
 CD0555'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 CD0555'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0555
 CD0555                          STATION RECOVERY (1981)
 CD0555
 CD0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0555'2.3 KM (1.4 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0555'FROM THE RAILROAD STATION IN SIERRA BLANCA, 25.8 METERS (84.5 FT)
 CD0555'SOUTHWEST OF MILEPOST 767, 24.1 METERS (79.0 FT) NORTH-NORTHEAST
 CD0555'OF THE CENTERLINE OF A FRONTAGE ROAD, 11.6 METERS (38.0 FT)
 CD0555'SOUTH-SOUTHWEST OF THE NEAR RAIL AND 0.5 METER (1.8 FT) EAST OF A
 CD0555'4 BY 4 INCH WOODEN WITNESS POST.
 CD0555'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0555'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0027 ***********************************************************************
 CE0027  DESIGNATION -  V 1072
 CE0027  PID         -  CE0027
 CE0027  STATE/COUNTY-  TX/EL PASO
 CE0027  USGS QUAD   -  YSLETA (1994)
 CE0027
 CE0027                         *CURRENT SURVEY CONTROL
 CE0027  ___________________________________________________________________
 CE0027* NAD 83(1986)-  31 39 22.     (N)    106 17 08.     (W)     SCALED    
 CE0027* NAVD 88     -      1114.930  (meters)    3657.90   (feet)  POSTED    
 CE0027  ___________________________________________________________________
 CE0027  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0027  DYNAMIC HT  -        1113.240 (meters)    3652.35  (feet)  COMP
 CE0027  MODELED GRAV-     979,081.8   (mgal)                       NAVD 88
 CE0027
 CE0027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0027
 CE0027.The horizontal coordinates were scaled from a topographic map and have
 CE0027.an estimated accuracy of +/- 6 seconds.
 CE0027
 CE0027.The orthometric height was determined by differential leveling
 CE0027.and adjusted by the National Geodetic Survey in 1992..
 CE0027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0027.rate of 0.0 thru 1.0 mm/km.
 CE0027
 CE0027.The geoid height was determined by GEOID03.
 CE0027
 CE0027.The dynamic height is computed by dividing the NAVD 88
 CE0027.geopotential number by the normal gravity value computed on the
 CE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0027.degrees latitude (g = 980.6199 gals.).
 CE0027
 CE0027.The modeled gravity was interpolated from observed gravity values.
 CE0027
 CE0027;                    North         East    Units  Estimated Accuracy
 CE0027;SPC TX C     - 3,235,650.      135,770.      MT  (+/- 180 meters Scaled)
 CE0027
 CE0027                          SUPERSEDED SURVEY CONTROL
 CE0027
 CE0027  NGVD 29 (??/??/92) 1114.384  (m)         3656.11   (f) ADJ UNCH    1 2
 CE0027
 CE0027.Superseded values are not recommended for survey control.
 CE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0027.See file dsdata.txt to determine how the superseded data were derived.
 CE0027
 CE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR781030(NAD 83)
 CE0027_MARKER: DB = BENCH MARK DISK
 CE0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0027_STAMPING: V 1072 1956
 CE0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0027+STABILITY: SURFACE MOTION
 CE0027
 CE0027  HISTORY     - Date     Condition        Report By
 CE0027  HISTORY     - 1956     MONUMENTED       CGS
 CE0027  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0027  HISTORY     - 19920429 MARK NOT FOUND   USGS
 CE0027
 CE0027                          STATION DESCRIPTION
 CE0027
 CE0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0027'3.7 MI SE FROM YSLETA.
 CE0027'3.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0027'STATION AT YSLETA, AT THE CROSSING OF POOR FARM ROAD, 11.8 FEET
 CE0027'SOUTHWEST OF MILEPOST 813, 52 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 74
 CE0027'FEET SOUTHEAST OF THE CENTER LINE OF POOR FARM ROAD, 10 FEET NORTHEAST
 CE0027'OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A WITNESS POST, 4 FEET BELOW
 CE0027'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CE0027'0.6 FOOT ABOVE THE GROUND.
 CE0027
 CE0027                          STATION RECOVERY (1981)
 CE0027
 CE0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0027'MARK NOT FOUND.
 CE0027
 CE0027                          STATION RECOVERY (1992)
 CE0027
 CE0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0650 ***********************************************************************
 CD0650  DESIGNATION -  V 1073
 CD0650  PID         -  CD0650
 CD0650  STATE/COUNTY-  TX/HUDSPETH
 CD0650  USGS QUAD   -  ACALA (1972)
 CD0650
 CD0650                         *CURRENT SURVEY CONTROL
 CD0650  ___________________________________________________________________
 CD0650* NAD 83(1986)-  31 20 49.     (N)    105 54 14.     (W)     SCALED    
 CD0650* NAVD 88     -      1097.716  (meters)    3601.42   (feet)  ADJUSTED  
 CD0650  ___________________________________________________________________
 CD0650  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CD0650  DYNAMIC HT  -        1095.995 (meters)    3595.78  (feet)  COMP
 CD0650  MODELED GRAV-     979,035.8   (mgal)                       NAVD 88
 CD0650
 CD0650  VERT ORDER  -  FIRST     CLASS II
 CD0650
 CD0650.The horizontal coordinates were scaled from a topographic map and have
 CD0650.an estimated accuracy of +/- 6 seconds.
 CD0650
 CD0650.The orthometric height was determined by differential leveling
 CD0650.and adjusted by the National Geodetic Survey in June 1991..
 CD0650
 CD0650.The geoid height was determined by GEOID03.
 CD0650
 CD0650.The dynamic height is computed by dividing the NAVD 88
 CD0650.geopotential number by the normal gravity value computed on the
 CD0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0650.degrees latitude (g = 980.6199 gals.).
 CD0650
 CD0650.The modeled gravity was interpolated from observed gravity values.
 CD0650
 CD0650;                    North         East    Units  Estimated Accuracy
 CD0650;SPC TX C     - 3,199,540.      170,200.      MT  (+/- 180 meters Scaled)
 CD0650
 CD0650                          SUPERSEDED SURVEY CONTROL
 CD0650
 CD0650  NGVD 29 (??/??/92) 1097.120  (m)         3599.47   (f) ADJ UNCH    1 2
 CD0650
 CD0650.Superseded values are not recommended for survey control.
 CD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0650.See file dsdata.txt to determine how the superseded data were derived.
 CD0650
 CD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ140684(NAD 83)
 CD0650_MARKER: DB = BENCH MARK DISK
 CD0650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0650_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0650_STAMPING: V 1073 1956
 CD0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0650
 CD0650  HISTORY     - Date     Condition        Report By
 CD0650  HISTORY     - 1956     MONUMENTED       CGS
 CD0650
 CD0650                          STATION DESCRIPTION
 CD0650
 CD0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0650'4.9 MI NW FROM FORT HANCOCK.
 CD0650'4.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0650'STATION AT FORT HANCOCK, 9.5 FEET SOUTHEAST OF MILEPOST 781, 41.8 FEET
 CD0650'SOUTHWEST OF THE SOUTHWEST RAIL, IN LINE WITH A ROW OF TELEPHONE
 CD0650'POLES, 6 FEET NORTHEAST OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS
 CD0650'POST, SET IN THE TOP OF A 4 INCH CONCRETE PIPE WHICH IS FILLED WITH
 CD0650'CONCRETE AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0631 ***********************************************************************
 CD0631  DESIGNATION -  V 1074
 CD0631  PID         -  CD0631
 CD0631  STATE/COUNTY-  TX/HUDSPETH
 CD0631  USGS QUAD   -  ESPERANZA (1972)
 CD0631
 CD0631                         *CURRENT SURVEY CONTROL
 CD0631  ___________________________________________________________________
 CD0631* NAD 83(1986)-  31 14 41.     (N)    105 44 25.     (W)     SCALED    
 CD0631* NAVD 88     -      1111.802  (meters)    3647.64   (feet)  ADJUSTED  
 CD0631  ___________________________________________________________________
 CD0631  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CD0631  DYNAMIC HT  -        1110.056 (meters)    3641.91  (feet)  COMP
 CD0631  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 CD0631
 CD0631  VERT ORDER  -  FIRST     CLASS II
 CD0631
 CD0631.The horizontal coordinates were scaled from a topographic map and have
 CD0631.an estimated accuracy of +/- 6 seconds.
 CD0631
 CD0631.The orthometric height was determined by differential leveling
 CD0631.and adjusted by the National Geodetic Survey in June 1991..
 CD0631
 CD0631.The geoid height was determined by GEOID03.
 CD0631
 CD0631.The dynamic height is computed by dividing the NAVD 88
 CD0631.geopotential number by the normal gravity value computed on the
 CD0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0631.degrees latitude (g = 980.6199 gals.).
 CD0631
 CD0631.The modeled gravity was interpolated from observed gravity values.
 CD0631
 CD0631;                    North         East    Units  Estimated Accuracy
 CD0631;SPC TX C     - 3,187,450.      185,200.      MT  (+/- 180 meters Scaled)
 CD0631
 CD0631                          SUPERSEDED SURVEY CONTROL
 CD0631
 CD0631  NGVD 29 (??/??/92) 1111.228  (m)         3645.75   (f) ADJ UNCH    1 2
 CD0631
 CD0631.Superseded values are not recommended for survey control.
 CD0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0631.See file dsdata.txt to determine how the superseded data were derived.
 CD0631
 CD0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ295569(NAD 83)
 CD0631_MARKER: DB = BENCH MARK DISK
 CD0631_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0631_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0631_STAMPING: V 1074 1956
 CD0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0631
 CD0631  HISTORY     - Date     Condition        Report By
 CD0631  HISTORY     - 1956     MONUMENTED       CGS
 CD0631
 CD0631                          STATION DESCRIPTION
 CD0631
 CD0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0631'4.15 MI E FROM MCNARY.
 CD0631'4.15 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0631'STATION AT MCNARY, 66.4 FEET SOUTH OF THE SOUTH CORNER OF TRESTLE
 CD0631'767.00.  47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7.6 FEET NORTHEAST
 CD0631'OF MILEPOST 767, IN LINE WITH A ROW OF TELEPHONE POLES, 2.7 FEET
 CD0631'NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE
 CD0631'TOP OF A 4 INCH CONCRETE PIPE WHICH IS FILLED WITH CONCRETE, 0.6 FOOT
 CD0631'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0857 ***********************************************************************
 AY0857  DESIGNATION -  V 1075
 AY0857  PID         -  AY0857
 AY0857  STATE/COUNTY-  TX/FRIO
 AY0857  USGS QUAD   -  GHOST HILL (1982)
 AY0857
 AY0857                         *CURRENT SURVEY CONTROL
 AY0857  ___________________________________________________________________
 AY0857* NAD 83(1986)-  29 04 13.     (N)    098 58 52.     (W)     SCALED    
 AY0857* NAVD 88     -       191.435  (meters)     628.07   (feet)  ADJUSTED  
 AY0857  ___________________________________________________________________
 AY0857  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AY0857  DYNAMIC HT  -         191.161 (meters)     627.17  (feet)  COMP
 AY0857  MODELED GRAV-     979,209.2   (mgal)                       NAVD 88
 AY0857
 AY0857  VERT ORDER  -  FIRST     CLASS II
 AY0857
 AY0857.The horizontal coordinates were scaled from a topographic map and have
 AY0857.an estimated accuracy of +/- 6 seconds.
 AY0857
 AY0857.The orthometric height was determined by differential leveling
 AY0857.and adjusted by the National Geodetic Survey in June 1991..
 AY0857
 AY0857.The geoid height was determined by GEOID03.
 AY0857
 AY0857.The dynamic height is computed by dividing the NAVD 88
 AY0857.geopotential number by the normal gravity value computed on the
 AY0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0857.degrees latitude (g = 980.6199 gals.).
 AY0857
 AY0857.The modeled gravity was interpolated from observed gravity values.
 AY0857
 AY0857;                    North         East    Units  Estimated Accuracy
 AY0857;SPC TXSC     - 4,137,090.      601,840.      MT  (+/- 180 meters Scaled)
 AY0857
 AY0857                          SUPERSEDED SURVEY CONTROL
 AY0857
 AY0857  NGVD 29 (??/??/92)  191.320  (m)          627.69   (f) ADJ UNCH    1 2
 AY0857
 AY0857.Superseded values are not recommended for survey control.
 AY0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0857.See file dsdata.txt to determine how the superseded data were derived.
 AY0857
 AY0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT018157(NAD 83)
 AY0857_MARKER: DB = BENCH MARK DISK
 AY0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0857_SP_SET: CULVERT
 AY0857_STAMPING: V 1075 1956
 AY0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0857
 AY0857  HISTORY     - Date     Condition        Report By
 AY0857  HISTORY     - 1956     MONUMENTED       CGS
 AY0857  HISTORY     - 1987     GOOD             USPSQD
 AY0857  HISTORY     - 1989     GOOD             USPSQD
 AY0857  HISTORY     - 19950323 MARK NOT FOUND   USPSQD
 AY0857  HISTORY     - 19960806 GOOD             USPSQD
 AY0857  HISTORY     - 20020129 GOOD             USPSQD
 AY0857
 AY0857                          STATION DESCRIPTION
 AY0857
 AY0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0857'2.1 MI NE FROM MOORE.
 AY0857'2.1 MILES NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0857'RAILROAD FROM THE POST OFFICE AT MOORE, 99 FEET NORTHWEST OF THE
 AY0857'NORTHWEST RAIL, 22 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 AY0857'81, 402 FEET NORTHEAST OF BENCH MARK C 37, SET IN THE TOP OF THE
 AY0857'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 10 CHANNEL CONCRETE
 AY0857'CULVERT UNDER THE HIGHWAY.
 AY0857
 AY0857                          STATION RECOVERY (1987)
 AY0857
 AY0857'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY0857'RECOVERED IN GOOD CONDITION.
 AY0857
 AY0857                          STATION RECOVERY (1989)
 AY0857
 AY0857'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY0857'RECOVERED IN GOOD CONDITION.
 AY0857
 AY0857                          STATION RECOVERY (1995)
 AY0857
 AY0857'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0857'MARK NOT FOUND.
 AY0857
 AY0857                          STATION RECOVERY (1996)
 AY0857
 AY0857'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0857'RECOVERED IN GOOD CONDITION.
 AY0857
 AY0857                          STATION RECOVERY (2002)
 AY0857
 AY0857'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0197 ***********************************************************************
 AO0197  DESIGNATION -  V 1076
 AO0197  PID         -  AO0197
 AO0197  STATE/COUNTY-  TX/FRIO
 AO0197  USGS QUAD   -  DILLEY (1974)
 AO0197
 AO0197                         *CURRENT SURVEY CONTROL
 AO0197  ___________________________________________________________________
 AO0197* NAD 83(1986)-  28 44 28.     (N)    099 08 30.     (W)     SCALED    
 AO0197* NAVD 88     -       144.243  (meters)     473.24   (feet)  ADJUSTED  
 AO0197  ___________________________________________________________________
 AO0197  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AO0197  DYNAMIC HT  -         144.031 (meters)     472.54  (feet)  COMP
 AO0197  MODELED GRAV-     979,170.5   (mgal)                       NAVD 88
 AO0197
 AO0197  VERT ORDER  -  FIRST     CLASS II
 AO0197
 AO0197.The horizontal coordinates were scaled from a topographic map and have
 AO0197.an estimated accuracy of +/- 6 seconds.
 AO0197
 AO0197.The orthometric height was determined by differential leveling
 AO0197.and adjusted by the National Geodetic Survey in June 1991..
 AO0197
 AO0197.The geoid height was determined by GEOID03.
 AO0197
 AO0197.The dynamic height is computed by dividing the NAVD 88
 AO0197.geopotential number by the normal gravity value computed on the
 AO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0197.degrees latitude (g = 980.6199 gals.).
 AO0197
 AO0197.The modeled gravity was interpolated from observed gravity values.
 AO0197
 AO0197;                    North         East    Units  Estimated Accuracy
 AO0197;SPC TXSC     - 4,100,620.      586,160.      MT  (+/- 180 meters Scaled)
 AO0197
 AO0197                          SUPERSEDED SURVEY CONTROL
 AO0197
 AO0197  NGVD 29 (??/??/92)  144.120  (m)          472.83   (f) ADJ UNCH    1 2
 AO0197
 AO0197.Superseded values are not recommended for survey control.
 AO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0197.See file dsdata.txt to determine how the superseded data were derived.
 AO0197
 AO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS861793(NAD 83)
 AO0197_MARKER: DB = BENCH MARK DISK
 AO0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0197_SP_SET: ABUTMENT
 AO0197_STAMPING: V 1076 1956
 AO0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0197+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2005
 AO0197
 AO0197  HISTORY     - Date     Condition        Report By
 AO0197  HISTORY     - 1956     MONUMENTED       CGS
 AO0197  HISTORY     - 1988     GOOD             USPSQD
 AO0197  HISTORY     - 19960927 GOOD             USPSQD
 AO0197  HISTORY     - 20050227 GOOD             USPSQD
 AO0197
 AO0197                          STATION DESCRIPTION
 AO0197
 AO0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0197'5.2 MI N FROM DILLEY.
 AO0197'5.2 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0197'FROM THE STATION AT DILLEY, 6.5 FEET WEST OF THE WEST RAIL, 1.5 FEET
 AO0197'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 AO0197'NORTH CONCRETE ABUTMENT OF A BRIDGE OVER THE FRIO RIVER.
 AO0197
 AO0197                          STATION RECOVERY (1988)
 AO0197
 AO0197'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0197'RECOVERED IN GOOD CONDITION.
 AO0197
 AO0197                          STATION RECOVERY (1996)
 AO0197
 AO0197'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0197'RECOVERED IN GOOD CONDITION.
 AO0197
 AO0197                          STATION RECOVERY (2005)
 AO0197
 AO0197'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AO0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0254 ***********************************************************************
 AO0254  DESIGNATION -  V 1077
 AO0254  PID         -  AO0254
 AO0254  STATE/COUNTY-  TX/LA SALLE
 AO0254  USGS QUAD   -  COTULLA (1974)
 AO0254
 AO0254                         *CURRENT SURVEY CONTROL
 AO0254  ___________________________________________________________________
 AO0254* NAD 83(1986)-  28 26 44.     (N)    099 13 04.     (W)     SCALED    
 AO0254* NAVD 88     -       134.140  (meters)     440.09   (feet)  ADJUSTED  
 AO0254  ___________________________________________________________________
 AO0254  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AO0254  DYNAMIC HT  -         133.938 (meters)     439.43  (feet)  COMP
 AO0254  MODELED GRAV-     979,138.7   (mgal)                       NAVD 88
 AO0254
 AO0254  VERT ORDER  -  FIRST     CLASS II
 AO0254
 AO0254.This mark is at Cotulla-La Salle Co (COT) Airport (COT)
 AO0254
 AO0254.The horizontal coordinates were scaled from a topographic map and have
 AO0254.an estimated accuracy of +/- 6 seconds.
 AO0254
 AO0254.The orthometric height was determined by differential leveling
 AO0254.and adjusted by the National Geodetic Survey in June 1991..
 AO0254
 AO0254.The geoid height was determined by GEOID03.
 AO0254
 AO0254.The dynamic height is computed by dividing the NAVD 88
 AO0254.geopotential number by the normal gravity value computed on the
 AO0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0254.degrees latitude (g = 980.6199 gals.).
 AO0254
 AO0254.The modeled gravity was interpolated from observed gravity values.
 AO0254
 AO0254;                    North         East    Units  Estimated Accuracy
 AO0254;SPC TXSC     - 4,067,870.      578,670.      MT  (+/- 180 meters Scaled)
 AO0254
 AO0254                          SUPERSEDED SURVEY CONTROL
 AO0254
 AO0254  NGVD 29 (??/??/92)  134.018  (m)          439.69   (f) ADJ UNCH    1 2
 AO0254
 AO0254.Superseded values are not recommended for survey control.
 AO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0254.See file dsdata.txt to determine how the superseded data were derived.
 AO0254
 AO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS786465(NAD 83)
 AO0254_MARKER: DB = BENCH MARK DISK
 AO0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0254_STAMPING: V 1077 1956
 AO0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0254+STABILITY: SURFACE MOTION
 AO0254
 AO0254  HISTORY     - Date     Condition        Report By
 AO0254  HISTORY     - 1956     MONUMENTED       CGS
 AO0254  HISTORY     - 1958     GOOD             NGS
 AO0254  HISTORY     - 1988     GOOD             USPSQD
 AO0254  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0254
 AO0254                          STATION DESCRIPTION
 AO0254
 AO0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0254'1.1 MI E FROM COTULLA.
 AO0254'1.1 MILES EAST ALONG FARM ROAD 97 FROM THE INTERNATIONAL AND GREAT
 AO0254'NORTHERN RAILROAD STATION AT COTULLA, AT THE SOUTH ENTRANCE TO THE
 AO0254'COTULLA AIRPORT, 119 FEET EAST OF A FENCE, 104 FEET EAST OF THE CENTER
 AO0254'OF THE ENTRANCE TO THE AIRPORT, 51 FEET NORTH OF THE CENTER LINE OF
 AO0254'THE FARM ROAD, 1.5 FEET NORTH OF A FENCE, 1.3 FEET EAST OF A WITNESS
 AO0254'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AO0254'THE GROUND.
 AO0254
 AO0254                          STATION RECOVERY (1958)
 AO0254
 AO0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0254'RECOVERED IN GOOD CONDITION.
 AO0254
 AO0254                          STATION RECOVERY (1988)
 AO0254
 AO0254'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0254'RECOVERED IN GOOD CONDITION.
 AO0254
 AO0254                          STATION RECOVERY (1997)
 AO0254
 AO0254'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0288 ***********************************************************************
 AO0288  DESIGNATION -  V 1078
 AO0288  PID         -  AO0288
 AO0288  STATE/COUNTY-  TX/LA SALLE
 AO0288  USGS QUAD   -  ATLEE (1982)
 AO0288
 AO0288                         *CURRENT SURVEY CONTROL
 AO0288  ___________________________________________________________________
 AO0288* NAD 83(1986)-  28 09 38.     (N)    099 19 22.     (W)     SCALED    
 AO0288* NAVD 88     -       158.981  (meters)     521.59   (feet)  ADJUSTED  
 AO0288  ___________________________________________________________________
 AO0288  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AO0288  DYNAMIC HT  -         158.738 (meters)     520.79  (feet)  COMP
 AO0288  MODELED GRAV-     979,114.2   (mgal)                       NAVD 88
 AO0288
 AO0288  VERT ORDER  -  FIRST     CLASS II
 AO0288
 AO0288.The horizontal coordinates were scaled from a topographic map and have
 AO0288.an estimated accuracy of +/- 6 seconds.
 AO0288
 AO0288.The orthometric height was determined by differential leveling
 AO0288.and adjusted by the National Geodetic Survey in June 1991..
 AO0288
 AO0288.The geoid height was determined by GEOID03.
 AO0288
 AO0288.The dynamic height is computed by dividing the NAVD 88
 AO0288.geopotential number by the normal gravity value computed on the
 AO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0288.degrees latitude (g = 980.6199 gals.).
 AO0288
 AO0288.The modeled gravity was interpolated from observed gravity values.
 AO0288
 AO0288;                    North         East    Units  Estimated Accuracy
 AO0288;SPC TXSC     - 4,036,310.      568,300.      MT  (+/- 180 meters Scaled)
 AO0288
 AO0288                          SUPERSEDED SURVEY CONTROL
 AO0288
 AO0288  NGVD 29 (??/??/92)  158.860  (m)          521.19   (f) ADJ UNCH    1 2
 AO0288
 AO0288.Superseded values are not recommended for survey control.
 AO0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0288.See file dsdata.txt to determine how the superseded data were derived.
 AO0288
 AO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS683150(NAD 83)
 AO0288_MARKER: DB = BENCH MARK DISK
 AO0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0288_SP_SET: CULVERT
 AO0288_STAMPING: V 1078 1956
 AO0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0288
 AO0288  HISTORY     - Date     Condition        Report By
 AO0288  HISTORY     - 1956     MONUMENTED       CGS
 AO0288  HISTORY     - 1958     GOOD             NGS
 AO0288
 AO0288                          STATION DESCRIPTION
 AO0288
 AO0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0288'8.5 MI N FROM ENCINAL.
 AO0288'8.5 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0288'FROM THE STATION AT ENCINAL, 83 FEET EAST OF THE EAST RAIL, 23 FEET
 AO0288'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 6 1/2 POLES SOUTH OF
 AO0288'MILEPOST 365, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A
 AO0288'LARGE 3 CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY.
 AO0288
 AO0288                          STATION RECOVERY (1958)
 AO0288
 AO0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0716 ***********************************************************************
 AJ0716  DESIGNATION -  V 1079
 AJ0716  PID         -  AJ0716
 AJ0716  STATE/COUNTY-  TX/WEBB
 AJ0716  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0716
 AJ0716                         *CURRENT SURVEY CONTROL
 AJ0716  ___________________________________________________________________
 AJ0716* NAD 83(1986)-  27 50 24.     (N)    099 24 26.     (W)     SCALED    
 AJ0716* NAVD 88     -       186.024  (meters)     610.31   (feet)  ADJUSTED  
 AJ0716  ___________________________________________________________________
 AJ0716  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AJ0716  DYNAMIC HT  -         185.733 (meters)     609.36  (feet)  COMP
 AJ0716  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 AJ0716
 AJ0716  VERT ORDER  -  FIRST     CLASS II
 AJ0716
 AJ0716.The horizontal coordinates were scaled from a topographic map and have
 AJ0716.an estimated accuracy of +/- 6 seconds.
 AJ0716
 AJ0716.The orthometric height was determined by differential leveling
 AJ0716.and adjusted by the National Geodetic Survey in June 1991..
 AJ0716
 AJ0716.The geoid height was determined by GEOID03.
 AJ0716
 AJ0716.The dynamic height is computed by dividing the NAVD 88
 AJ0716.geopotential number by the normal gravity value computed on the
 AJ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0716.degrees latitude (g = 980.6199 gals.).
 AJ0716
 AJ0716.The modeled gravity was interpolated from observed gravity values.
 AJ0716
 AJ0716;                    North         East    Units  Estimated Accuracy
 AJ0716;SPC TX S     - 5,241,120.      210,630.      MT  (+/- 180 meters Scaled)
 AJ0716
 AJ0716                          SUPERSEDED SURVEY CONTROL
 AJ0716
 AJ0716  NGVD 29 (??/??/92)  185.907  (m)          609.93   (f) ADJ UNCH    1 2
 AJ0716
 AJ0716.Superseded values are not recommended for survey control.
 AJ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0716.See file dsdata.txt to determine how the superseded data were derived.
 AJ0716
 AJ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR599795(NAD 83)
 AJ0716_MARKER: DB = BENCH MARK DISK
 AJ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0716_STAMPING: V 1079 1957
 AJ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0716+STABILITY: SURFACE MOTION
 AJ0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0716+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ0716
 AJ0716  HISTORY     - Date     Condition        Report By
 AJ0716  HISTORY     - 1957     MONUMENTED       CGS
 AJ0716  HISTORY     - 1977     GOOD             USGS
 AJ0716  HISTORY     - 20020409 GOOD             USPSQD
 AJ0716
 AJ0716                          STATION DESCRIPTION
 AJ0716
 AJ0716'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0716'6.5 MI N FROM WEBB.
 AJ0716'6.1 MILES NORTH ALONG INTERSTATE HWY 35 FROM THE OVERPASS AT THE
 AJ0716'JUNCTION WITH U.S. HWY 83.  0.4 MILES SOUTH OF HWY MILEPOST 25, 112
 AJ0716'FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF INTERSTATE HWY
 AJ0716'35, 83 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD, 91 FEET NORTH
 AJ0716'OF A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE, A STANDARD USC AND GS
 AJ0716'TABLET STAMPED V1079 1957 SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 AJ0716'THE GROUND.
 AJ0716
 AJ0716                          STATION RECOVERY (2002)
 AJ0716
 AJ0716'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0034 ***********************************************************************
 BP0034  DESIGNATION -  V 108
 BP0034  PID         -  BP0034
 BP0034  STATE/COUNTY-  TX/TERRELL
 BP0034  USGS QUAD   -  SANDERSON (1969)
 BP0034
 BP0034                         *CURRENT SURVEY CONTROL
 BP0034  ___________________________________________________________________
 BP0034* NAD 83(1986)-  30 09 32.     (N)    102 24 32.     (W)     SCALED    
 BP0034* NAVD 88     -       873.148  (meters)    2864.65   (feet)  ADJUSTED  
 BP0034  ___________________________________________________________________
 BP0034  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BP0034  DYNAMIC HT  -         871.798 (meters)    2860.22  (feet)  COMP
 BP0034  MODELED GRAV-     979,067.5   (mgal)                       NAVD 88
 BP0034
 BP0034  VERT ORDER  -  FIRST     CLASS II
 BP0034
 BP0034.The horizontal coordinates were scaled from a topographic map and have
 BP0034.an estimated accuracy of +/- 6 seconds.
 BP0034
 BP0034.The orthometric height was determined by differential leveling
 BP0034.and adjusted by the National Geodetic Survey in June 1991..
 BP0034.WARNING-Repeat measurements at this control monument indicate possible
 BP0034.vertical movement.
 BP0034
 BP0034.The geoid height was determined by GEOID03.
 BP0034
 BP0034.The dynamic height is computed by dividing the NAVD 88
 BP0034.geopotential number by the normal gravity value computed on the
 BP0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0034.degrees latitude (g = 980.6199 gals.).
 BP0034
 BP0034.The modeled gravity was interpolated from observed gravity values.
 BP0034
 BP0034;                    North         East    Units  Estimated Accuracy
 BP0034;SPC TXSC     - 4,262,530.      271,670.      MT  (+/- 180 meters Scaled)
 BP0034
 BP0034                          SUPERSEDED SURVEY CONTROL
 BP0034
 BP0034  NGVD 29 (??/??/92)  872.881  (m)         2863.78   (f) ADJ UNCH    1 2
 BP0034
 BP0034.Superseded values are not recommended for survey control.
 BP0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0034.See file dsdata.txt to determine how the superseded data were derived.
 BP0034
 BP0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP495392(NAD 83)
 BP0034_MARKER: DB = BENCH MARK DISK
 BP0034_SETTING: 66 = SET IN ROCK OUTCROP
 BP0034_SP_SET: FLAT ROCK OUTCROP
 BP0034_STAMPING: V 108 1933 2863.915
 BP0034_MARK LOGO: CGS   
 BP0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0034+STABILITY: POSITION/ELEVATION WELL
 BP0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0034+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2005
 BP0034
 BP0034  HISTORY     - Date     Condition        Report By
 BP0034  HISTORY     - 1933     MONUMENTED       CGS
 BP0034  HISTORY     - 1958     GOOD             NGS
 BP0034  HISTORY     - 1981     GOOD             NGS
 BP0034  HISTORY     - 1981     GOOD             NGS
 BP0034  HISTORY     - 20051210 GOOD             NGS
 BP0034
 BP0034                          STATION DESCRIPTION
 BP0034
 BP0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0034'0.85 MI N FROM SANDERSON.
 BP0034'ABOUT 0.85 MILE NORTH ALONG U. S. HIGHWAY 285 FROM THE JUNCTION WITH
 BP0034'U. S. HIGHWAY 90 WHICH IS 0.1 MILE NORTH AND 0.7 MILE WEST OF THE
 BP0034'TEXAS AND NEW ORLEANS RAILROAD STATION AT SANDERSON, 107 FEET EAST OF
 BP0034'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A FLAT ROCK OUTCROP
 BP0034'WHICH PROJECTS 6 INCHES ON THE WEST SIDE, 127 FEET NORTHEAST OF THE
 BP0034'NORTH END OF THE CONCRETE HEAD WALL OF A CULVERT, 7 FEET EAST OF THE
 BP0034'EAST RIGHT OF WAY FENCE, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 BP0034'HIGHWAY.
 BP0034
 BP0034                          STATION RECOVERY (1981)
 BP0034
 BP0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0034'RECOVERED IN GOOD CONDITION.
 BP0034
 BP0034                          STATION RECOVERY (1981)
 BP0034
 BP0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0034'0.2 KM (0.1 MI) NORTH ALONG PERSIMMON STREET FROM THE SOUTHERN PACIFIC
 BP0034'RAILROAD STATION IN SANDERSON, THENCE 1.1 KM (0.7 MI) WEST ALONG U.S.
 BP0034'HIGHWAY 90, THENCE 1.4 KM (0.85 MI) NORTH ALONG U.S. HIGHWAY 285, 0.6
 BP0034'KM (0.35 MI) NORTH OF THE TEXAS HIGHWAY DEPARTMENT MAINTENANCE YARD
 BP0034'OFFICE, IN AN EXPOSED AREA OF OUTCROPPING BEDROCK, 32.6 METERS (107.0
 BP0034'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 26.7 METERS (87.6 FT)
 BP0034'SOUTH-SOUTHEAST OF A UTILITY POLE WITH A SINGLE WIRE AND 2.2 METERS
 BP0034'(7.2 FT) EAST OF A FENCE.
 BP0034'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BP0034'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BP0034
 BP0034                          STATION RECOVERY (2005)
 BP0034
 BP0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DMM)
 BP0034'RECOVERED AS DESCRIBED.  A HANDHELD GPS POSITION USING A WAAS-ENABLED
 BP0034'RECEIVER WAS OBTAINED. POSITION OBTAINED WAS N 30 09 31.7 W 102 24
 BP0034'31.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1069 ***********************************************************************
 AE1069  DESIGNATION -  V 1080
 AE1069  PID         -  AE1069
 AE1069  STATE/COUNTY-  TX/ZAPATA
 AE1069  USGS QUAD   -  ZAPATA (1979)
 AE1069
 AE1069                         *CURRENT SURVEY CONTROL
 AE1069  ___________________________________________________________________
 AE1069* NAD 83(1986)-  26 53 32.     (N)    099 18 36.     (W)     SCALED    
 AE1069* NAVD 88     -        88.661  (meters)     290.88   (feet)  POSTED    
 AE1069  ___________________________________________________________________
 AE1069  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AE1069  DYNAMIC HT  -          88.520 (meters)     290.42  (feet)  COMP
 AE1069  MODELED GRAV-     979,034.2   (mgal)                       NAVD 88
 AE1069
 AE1069  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE1069
 AE1069.The horizontal coordinates were scaled from a topographic map and have
 AE1069.an estimated accuracy of +/- 6 seconds.
 AE1069
 AE1069.The orthometric height was determined by differential leveling
 AE1069.and adjusted by the National Geodetic Survey in 1992..
 AE1069.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE1069.rate of 1.1 thru 2.0 mm/km.
 AE1069
 AE1069.The geoid height was determined by GEOID03.
 AE1069
 AE1069.The dynamic height is computed by dividing the NAVD 88
 AE1069.geopotential number by the normal gravity value computed on the
 AE1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1069.degrees latitude (g = 980.6199 gals.).
 AE1069
 AE1069.The modeled gravity was interpolated from observed gravity values.
 AE1069
 AE1069;                    North         East    Units  Estimated Accuracy
 AE1069;SPC TX S     - 5,136,040.      219,540.      MT  (+/- 180 meters Scaled)
 AE1069
 AE1069                          SUPERSEDED SURVEY CONTROL
 AE1069
 AE1069  NGVD 29 (??/??/92)   88.718  (m)          291.07   (f) ADJ UNCH    1 2
 AE1069
 AE1069.Superseded values are not recommended for survey control.
 AE1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1069.See file dsdata.txt to determine how the superseded data were derived.
 AE1069
 AE1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ692745(NAD 83)
 AE1069_MARKER: DB = BENCH MARK DISK
 AE1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1069_STAMPING: V 1080 1956
 AE1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1069+STABILITY: SURFACE MOTION
 AE1069
 AE1069  HISTORY     - Date     Condition        Report By
 AE1069  HISTORY     - 1956     MONUMENTED       CGS
 AE1069  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1069
 AE1069                          STATION DESCRIPTION
 AE1069
 AE1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1069'4.4 MI W FROM ZAPATA.
 AE1069'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1069'ZAPATA, THENCE 1.0 MILE NORTH ALONG OLD U.S. HIGHWAY 83, 49 FEET EAST
 AE1069'OF THE CENTER LINE OF THE OLD HIGHWAY, 1.5 FEET WEST OF A FENCE, 2
 AE1069'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AE1069'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AE1069
 AE1069                          STATION RECOVERY (1981)
 AE1069
 AE1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1069'NOT SEARCHED FOR, PRESUMED UNDER WATER DUE TO RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0805 ***********************************************************************
 AJ0805  DESIGNATION -  V 1081
 AJ0805  PID         -  AJ0805
 AJ0805  STATE/COUNTY-  TX/ZAPATA
 AJ0805  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0805
 AJ0805                         *CURRENT SURVEY CONTROL
 AJ0805  ___________________________________________________________________
 AJ0805* NAD 83(1986)-  27 05 02.     (N)    099 25 41.     (W)     SCALED    
 AJ0805* NAVD 88     -        98.970  (meters)     324.70   (feet)  ADJUSTED  
 AJ0805  ___________________________________________________________________
 AJ0805  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AJ0805  DYNAMIC HT  -          98.811 (meters)     324.18  (feet)  COMP
 AJ0805  MODELED GRAV-     979,041.0   (mgal)                       NAVD 88
 AJ0805
 AJ0805  VERT ORDER  -  FIRST     CLASS II
 AJ0805
 AJ0805.The horizontal coordinates were scaled from a topographic map and have
 AJ0805.an estimated accuracy of +/- 6 seconds.
 AJ0805
 AJ0805.The orthometric height was determined by differential leveling
 AJ0805.and adjusted by the National Geodetic Survey in June 1991..
 AJ0805.WARNING-Repeat measurements at this control monument indicate possible
 AJ0805.vertical movement.
 AJ0805
 AJ0805.The geoid height was determined by GEOID03.
 AJ0805
 AJ0805.The dynamic height is computed by dividing the NAVD 88
 AJ0805.geopotential number by the normal gravity value computed on the
 AJ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0805.degrees latitude (g = 980.6199 gals.).
 AJ0805
 AJ0805.The modeled gravity was interpolated from observed gravity values.
 AJ0805
 AJ0805;                    North         East    Units  Estimated Accuracy
 AJ0805;SPC TX S     - 5,157,360.      207,970.      MT  (+/- 180 meters Scaled)
 AJ0805
 AJ0805                          SUPERSEDED SURVEY CONTROL
 AJ0805
 AJ0805  NGVD 29 (??/??/92)   99.016  (m)          324.86   (f) ADJ UNCH    1 2
 AJ0805
 AJ0805.Superseded values are not recommended for survey control.
 AJ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0805.See file dsdata.txt to determine how the superseded data were derived.
 AJ0805
 AJ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ575957(NAD 83)
 AJ0805_MARKER: DB = BENCH MARK DISK
 AJ0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0805_STAMPING: V 1081 1957
 AJ0805_MARK LOGO: CGS   
 AJ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0805+STABILITY: SURFACE MOTION
 AJ0805
 AJ0805  HISTORY     - Date     Condition        Report By
 AJ0805  HISTORY     - 1957     MONUMENTED       CGS
 AJ0805  HISTORY     - 1981     GOOD             NGS
 AJ0805  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0805
 AJ0805                          STATION DESCRIPTION
 AJ0805
 AJ0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0805'3.0 MI N FROM SAN YGNACIO.
 AJ0805'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0805'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 2.6 MILES NORTH ALONG U.S.
 AJ0805'HIGHWAY 83, 130 YARDS NORTH OF A BRIDGE OVER ARROYO SAN FRANCISCO, 88
 AJ0805'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET EAST OF A FENCE,
 AJ0805'20.5 FEET WEST OF A POWER POLE, 2.6 FEET EAST OF A WITNESS POST, SET
 AJ0805'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AJ0805'GROUND.
 AJ0805
 AJ0805                          STATION RECOVERY (1981)
 AJ0805
 AJ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0805'RECOVERED THIS DATE.  NOTE, 4.8 KM (3.0 MI) NORTH ALONG U.S.
 AJ0805'HIGHWAY 83 FROM THE JUNCTION OF FARM ROAD 3169 IN SAN YGNACIO.  NOTE,
 AJ0805'NEAR FIRST POWERLINE POLE NORTH OF BRIDGE OVER ARROYO SAN FRANCISCO.
 AJ0805
 AJ0805                          STATION RECOVERY (1988)
 AJ0805
 AJ0805'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1048 ***********************************************************************
 AJ1048  DESIGNATION -  V 1082
 AJ1048  PID         -  AJ1048
 AJ1048  STATE/COUNTY-  TX/WEBB
 AJ1048  USGS QUAD   -  LAREDO WEST (1980)
 AJ1048
 AJ1048                         *CURRENT SURVEY CONTROL
 AJ1048  ___________________________________________________________________
 AJ1048* NAD 83(1986)-  27 31 20.     (N)    099 31 00.     (W)     SCALED    
 AJ1048* NAVD 88     -       127.681  (meters)     418.90   (feet)  ADJUSTED  
 AJ1048  ___________________________________________________________________
 AJ1048  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1048  DYNAMIC HT  -         127.479 (meters)     418.24  (feet)  COMP
 AJ1048  MODELED GRAV-     979,066.5   (mgal)                       NAVD 88
 AJ1048
 AJ1048  VERT ORDER  -  FIRST     CLASS II
 AJ1048
 AJ1048.The horizontal coordinates were scaled from a topographic map and have
 AJ1048.an estimated accuracy of +/- 6 seconds.
 AJ1048
 AJ1048.The orthometric height was determined by differential leveling
 AJ1048.and adjusted by the National Geodetic Survey in June 1991..
 AJ1048
 AJ1048.The geoid height was determined by GEOID03.
 AJ1048
 AJ1048.The dynamic height is computed by dividing the NAVD 88
 AJ1048.geopotential number by the normal gravity value computed on the
 AJ1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1048.degrees latitude (g = 980.6199 gals.).
 AJ1048
 AJ1048.The modeled gravity was interpolated from observed gravity values.
 AJ1048
 AJ1048;                    North         East    Units  Estimated Accuracy
 AJ1048;SPC TX S     - 5,205,990.      199,570.      MT  (+/- 180 meters Scaled)
 AJ1048
 AJ1048                          SUPERSEDED SURVEY CONTROL
 AJ1048
 AJ1048  NGVD 29 (??/??/92)  127.703  (m)          418.97   (f) ADJ UNCH    1 2
 AJ1048
 AJ1048.Superseded values are not recommended for survey control.
 AJ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1048.See file dsdata.txt to determine how the superseded data were derived.
 AJ1048
 AJ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR489443(NAD 83)
 AJ1048_MARKER: DB = BENCH MARK DISK
 AJ1048_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1048_SP_SET: 24 FT
 AJ1048_STAMPING: V 1082 1957
 AJ1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1048
 AJ1048  HISTORY     - Date     Condition        Report By
 AJ1048  HISTORY     - 1957     MONUMENTED       CGS
 AJ1048  HISTORY     - 1964     POOR             USGS
 AJ1048  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ1048
 AJ1048                          STATION DESCRIPTION
 AJ1048
 AJ1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ1048'1.1 MI N FROM LAREDO.
 AJ1048'1.1 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1048'FROM THE STATION AT LAREDO, 2 POLES NORTH OF MILEPOST 411, 46 FEET
 AJ1048'EAST OF THE EAST RAIL OF THE MAIN TRACK, 30 FEET EAST OF THE EAST RAIL
 AJ1048'OF A SIDE TRACK, 8 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A
 AJ1048'WITNESS POST, CLAMPED ON THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD
 AJ1048'WHICH IS DRIVEN 24 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE
 AJ1048'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE TILE PIPE HAS
 AJ1048'BEEN KNOCKED OFF AND THE MARK IS DENTED, PROBABLY BY SOME EQUIPMENT.
 AJ1048
 AJ1048                          STATION RECOVERY (1964)
 AJ1048
 AJ1048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AJ1048'MARK RECOVERED IN POOR CONDITION.
 AJ1048
 AJ1048                          STATION RECOVERY (1982)
 AJ1048
 AJ1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1048'MARK SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0763 ***********************************************************************
 AJ0763  DESIGNATION -  V 1083
 AJ0763  PID         -  AJ0763
 AJ0763  STATE/COUNTY-  TX/WEBB
 AJ0763  USGS QUAD   -  LAREDO WEST (1980)
 AJ0763
 AJ0763                         *CURRENT SURVEY CONTROL
 AJ0763  ___________________________________________________________________
 AJ0763* NAD 83(1986)-  27 34 50.     (N)    099 30 30.     (W)     SCALED    
 AJ0763* NAVD 88     -       127.228  (meters)     417.41   (feet)  POSTED    
 AJ0763  ___________________________________________________________________
 AJ0763  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ0763  DYNAMIC HT  -         127.030 (meters)     416.76  (feet)  COMP
 AJ0763  MODELED GRAV-     979,073.7   (mgal)                       NAVD 88
 AJ0763
 AJ0763  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ0763
 AJ0763.The horizontal coordinates were scaled from a topographic map and have
 AJ0763.an estimated accuracy of +/- 6 seconds.
 AJ0763
 AJ0763.The orthometric height was determined by differential leveling
 AJ0763.and adjusted by the National Geodetic Survey in 1992..
 AJ0763.No vertical observational check was made to the station.
 AJ0763.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ0763.was located on a no-check spur therefore a value was not computed.
 AJ0763
 AJ0763.The geoid height was determined by GEOID03.
 AJ0763
 AJ0763.The dynamic height is computed by dividing the NAVD 88
 AJ0763.geopotential number by the normal gravity value computed on the
 AJ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0763.degrees latitude (g = 980.6199 gals.).
 AJ0763
 AJ0763.The modeled gravity was interpolated from observed gravity values.
 AJ0763
 AJ0763;                    North         East    Units  Estimated Accuracy
 AJ0763;SPC TX S     - 5,212,440.      200,440.      MT  (+/- 180 meters Scaled)
 AJ0763
 AJ0763                          SUPERSEDED SURVEY CONTROL
 AJ0763
 AJ0763  NGVD 29 (??/??/92)  127.218  (m)          417.38   (f) ADJ UNCH    1 2
 AJ0763
 AJ0763.Superseded values are not recommended for survey control.
 AJ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0763.See file dsdata.txt to determine how the superseded data were derived.
 AJ0763
 AJ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR498508(NAD 83)
 AJ0763_MARKER: DB = BENCH MARK DISK
 AJ0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0763_SP_SET: CULVERT
 AJ0763_STAMPING: V 1083 1957
 AJ0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0763
 AJ0763  HISTORY     - Date     Condition        Report By
 AJ0763  HISTORY     - 1957     MONUMENTED       CGS
 AJ0763
 AJ0763                          STATION DESCRIPTION
 AJ0763
 AJ0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0763'5.3 MI N FROM LAREDO.
 AJ0763'4.6 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0763'FROM THE STATION AT LAREDO, THENCE 0.7 MILE NORTHWEST ALONG AN OILED
 AJ0763'ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF
 AJ0763'A 48 INCH PIPE CULVERT, 23 FEET SOUTHWEST OF THE CENTER LINE OF AN
 AJ0763'OILED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0889 ***********************************************************************
 AY0889  DESIGNATION -  V 1084
 AY0889  PID         -  AY0889
 AY0889  STATE/COUNTY-  TX/MEDINA
 AY0889  USGS QUAD   -  LA COSTE (1982)
 AY0889
 AY0889                         *CURRENT SURVEY CONTROL
 AY0889  ___________________________________________________________________
 AY0889* NAD 83(1986)-  29 18 45.     (N)    098 48 26.     (W)     SCALED    
 AY0889* NAVD 88     -       217.905  (meters)     714.91   (feet)  ADJUSTED  
 AY0889  ___________________________________________________________________
 AY0889  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AY0889  DYNAMIC HT  -         217.591 (meters)     713.88  (feet)  COMP
 AY0889  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 AY0889
 AY0889  VERT ORDER  -  FIRST     CLASS II
 AY0889
 AY0889.The horizontal coordinates were scaled from a topographic map and have
 AY0889.an estimated accuracy of +/- 6 seconds.
 AY0889
 AY0889.The orthometric height was determined by differential leveling
 AY0889.and adjusted by the National Geodetic Survey in June 1991..
 AY0889
 AY0889.The geoid height was determined by GEOID03.
 AY0889
 AY0889.The dynamic height is computed by dividing the NAVD 88
 AY0889.geopotential number by the normal gravity value computed on the
 AY0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0889.degrees latitude (g = 980.6199 gals.).
 AY0889
 AY0889.The modeled gravity was interpolated from observed gravity values.
 AY0889
 AY0889;                    North         East    Units  Estimated Accuracy
 AY0889;SPC TXSC     - 4,163,950.      618,730.      MT  (+/- 180 meters Scaled)
 AY0889
 AY0889                          SUPERSEDED SURVEY CONTROL
 AY0889
 AY0889  NGVD 29 (??/??/92)  217.775  (m)          714.48   (f) ADJ UNCH    1 2
 AY0889
 AY0889.Superseded values are not recommended for survey control.
 AY0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0889.See file dsdata.txt to determine how the superseded data were derived.
 AY0889
 AY0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT187426(NAD 83)
 AY0889_MARKER: DB = BENCH MARK DISK
 AY0889_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0889_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0889_STAMPING: V 1084 1957
 AY0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0889
 AY0889  HISTORY     - Date     Condition        Report By
 AY0889  HISTORY     - 1957     MONUMENTED       CGS
 AY0889  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 AY0889  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY0889  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0889
 AY0889                          STATION DESCRIPTION
 AY0889
 AY0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0889'0.5 MI NE FROM LACOSTE.
 AY0889'0.5 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0889'STATION AT LACOSTE, 7 1/2 POLES NORTHEAST OF MILEPOST 234, 113 FEET
 AY0889'NORTH OF A TELEPHONE BOOTH, 42.5 FEET NORTHWEST OF THE NORTHWEST RAIL
 AY0889'OF THE MAIN TRACK, 28 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE
 AY0889'TRACK, 6.4 FEET NORTHEAST OF A TELEPHONE POLE, 2.5 FEET SOUTHEAST OF A
 AY0889'FENCE, 1.7 FEET SOUTHWEST OF A WITNESS POST, CLAMPED ON THE TOP OF A
 AY0889'5/8 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 32 FEET IN THE
 AY0889'GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.3 FOOT ABOVE
 AY0889'THE GROUND.
 AY0889
 AY0889                          STATION RECOVERY (1994)
 AY0889
 AY0889'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0889'MARK NOT FOUND.
 AY0889
 AY0889                          STATION RECOVERY (1997)
 AY0889
 AY0889'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0889'MARK NOT FOUND.
 AY0889
 AY0889                          STATION RECOVERY (2002)
 AY0889
 AY0889'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0399 ***********************************************************************
 AO0399  DESIGNATION -  V 1085
 AO0399  PID         -  AO0399
 AO0399  STATE/COUNTY-  TX/DIMMIT
 AO0399  USGS QUAD   -  ASHERTON (1982)
 AO0399
 AO0399                         *CURRENT SURVEY CONTROL
 AO0399  ___________________________________________________________________
 AO0399* NAD 83(1986)-  28 28 18.     (N)    099 48 01.     (W)     SCALED    
 AO0399* NAVD 88     -       170.606  (meters)     559.73   (feet)  ADJUSTED  
 AO0399  ___________________________________________________________________
 AO0399  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AO0399  DYNAMIC HT  -         170.348 (meters)     558.88  (feet)  COMP
 AO0399  MODELED GRAV-     979,134.4   (mgal)                       NAVD 88
 AO0399
 AO0399  VERT ORDER  -  FIRST     CLASS II
 AO0399
 AO0399.The horizontal coordinates were scaled from a topographic map and have
 AO0399.an estimated accuracy of +/- 6 seconds.
 AO0399
 AO0399.The orthometric height was determined by differential leveling
 AO0399.and adjusted by the National Geodetic Survey in June 1991..
 AO0399
 AO0399.The geoid height was determined by GEOID03.
 AO0399
 AO0399.The dynamic height is computed by dividing the NAVD 88
 AO0399.geopotential number by the normal gravity value computed on the
 AO0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0399.degrees latitude (g = 980.6199 gals.).
 AO0399
 AO0399.The modeled gravity was interpolated from observed gravity values.
 AO0399
 AO0399;                    North         East    Units  Estimated Accuracy
 AO0399;SPC TXSC     - 4,071,020.      521,630.      MT  (+/- 180 meters Scaled)
 AO0399
 AO0399                          SUPERSEDED SURVEY CONTROL
 AO0399
 AO0399  NGVD 29 (??/??/92)  170.540  (m)          559.51   (f) ADJ UNCH    1 2
 AO0399
 AO0399.Superseded values are not recommended for survey control.
 AO0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0399.See file dsdata.txt to determine how the superseded data were derived.
 AO0399
 AO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS216497(NAD 83)
 AO0399_MARKER: DB = BENCH MARK DISK
 AO0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0399_STAMPING: V 1085 1957
 AO0399_MARK LOGO: CGS   
 AO0399_PROJECTION: PROJECTING 2 CENTIMETERS
 AO0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0399+STABILITY: SURFACE MOTION
 AO0399
 AO0399  HISTORY     - Date     Condition        Report By
 AO0399  HISTORY     - 1957     MONUMENTED       CGS
 AO0399  HISTORY     - 1975     GOOD             USGS
 AO0399  HISTORY     - 1982     GOOD             NGS
 AO0399  HISTORY     - 19970621 GOOD             USPSQD
 AO0399
 AO0399                          STATION DESCRIPTION
 AO0399
 AO0399'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AO0399'3.15 MI NW FROM ASHERTON.
 AO0399'3.15 MILES NORTHWEST ALONG US HWY. 83 FROM THE CROSSING OF HWY 83 AND
 AO0399'FM 190 AT ASHERTON, 0.25 MILE NORTHWEST OF A JUNCTION WITH A CALICHE
 AO0399'ROAD, 114 FEET NORTHWEST OF A POWER POLE, 79 FEET SOUTHWEST OF THE
 AO0399'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK SET IN A CONCRETE POST,
 AO0399'0.5 FOOT ABOVE GROUND.
 AO0399
 AO0399                          STATION RECOVERY (1982)
 AO0399
 AO0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0399'2.95 KM (1.85 MI) NORTHWEST ALONG FARM ROAD 190 (FORMERLY U.S. HIGHWAY
 AO0399'83) FROM THE POST OFFICE IN ASHERTON, THENCE 2.95 KM (1.85 MI)
 AO0399'NORTHWEST ALONG U.S. HIGHWAY 83, 34.7 METERS (114.0) NORTHWEST OF A
 AO0399'POWER POLE IN LINE WITH A ROW OF POLES, 24.0 METERS (79.0 FT)
 AO0399'SOUTHWEST OF CENTERLINE OF HIGHWAY, 1.3 METERS (4.2 FT) SOUTHWEST OF
 AO0399'A FENCE, AND 0.5 METER (1.7 FT) SOUTHEAST OF WOODEN WITNESS POST.
 AO0399'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AO0399'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0399
 AO0399                          STATION RECOVERY (1997)
 AO0399
 AO0399'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0010 ***********************************************************************
 AP0010  DESIGNATION -  V 1086 RESET
 AP0010  PID         -  AP0010
 AP0010  STATE/COUNTY-  TX/DIMMIT
 AP0010  USGS QUAD   -  COMETA (1974)
 AP0010
 AP0010                         *CURRENT SURVEY CONTROL
 AP0010  ___________________________________________________________________
 AP0010* NAD 83(1986)-  28 37 34.     (N)    100 04 54.     (W)     SCALED    
 AP0010* NAVD 88     -       213.793  (meters)     701.42   (feet)  ADJUSTED  
 AP0010  ___________________________________________________________________
 AP0010  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AP0010  DYNAMIC HT  -         213.475 (meters)     700.38  (feet)  COMP
 AP0010  MODELED GRAV-     979,151.5   (mgal)                       NAVD 88
 AP0010
 AP0010  VERT ORDER  -  FIRST     CLASS II
 AP0010
 AP0010.The horizontal coordinates were scaled from a topographic map and have
 AP0010.an estimated accuracy of +/- 6 seconds.
 AP0010
 AP0010.The orthometric height was determined by differential leveling
 AP0010.and adjusted by the National Geodetic Survey in June 1991..
 AP0010
 AP0010.The geoid height was determined by GEOID03.
 AP0010
 AP0010.The dynamic height is computed by dividing the NAVD 88
 AP0010.geopotential number by the normal gravity value computed on the
 AP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0010.degrees latitude (g = 980.6199 gals.).
 AP0010
 AP0010.The modeled gravity was interpolated from observed gravity values.
 AP0010
 AP0010;                    North         East    Units  Estimated Accuracy
 AP0010;SPC TXSC     - 4,088,350.      494,230.      MT  (+/- 180 meters Scaled)
 AP0010
 AP0010                          SUPERSEDED SURVEY CONTROL
 AP0010
 AP0010.No superseded survey control is available for this station.
 AP0010
 AP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS942670(NAD 83)
 AP0010_MARKER: DB = BENCH MARK DISK
 AP0010_SETTING: 0 = UNSPECIFIED SETTING
 AP0010_STAMPING: V 1086 RESET 1964
 AP0010_MARK LOGO: CGS   
 AP0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0010
 AP0010  HISTORY     - Date     Condition        Report By
 AP0010  HISTORY     - 1964     MONUMENTED       CGS
 AP0010  HISTORY     - 1972     GOOD             NGS
 AP0010  HISTORY     - 1982     GOOD             NGS
 AP0010
 AP0010                          STATION DESCRIPTION
 AP0010
 AP0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AP0010'14.5 MI NW FROM CARRIZO SPRINGS.
 AP0010'TO REACH THE BENCH MARK FROM THE JUNCTION OF U. S. HIGHWAY 277 AND
 AP0010'FARM ROAD 191, ABOUT 8 MILES NORTHWEST OF CARRIZO SPRINGS, GO WEST ON
 AP0010'U. S. HIGHWAY 277 FOR 2.9 MILES TO FARM ROAD 393 ON THE RIGHT,
 AP0010'CONTINUE WEST ON U.S. HIGHWAY 277 FOR 5.65 MILES TO THE MARK ON THE
 AP0010'RIGHT.  IT IS 109.0 FEET EAST-NORTHEAST OF THE CENTER OF A CONCRETE
 AP0010'BOX CULVERT, 76 FEET NORTH OF THE CENTER OF THE HIGHWAY, 3.6 FEET EAST
 AP0010'OF A WITNESS POST, 1.4 FEET NORTH OF A FENCE AND PROJECTING ABOUT 4
 AP0010'INCHES ABOVE THE GROUND.  NOTE-- THIS MARK SERVES AS AN AZIMUTH MARK
 AP0010'FOR TRIANGULATION STATION CANTINA.
 AP0010
 AP0010                          STATION RECOVERY (1982)
 AP0010
 AP0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0010'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0010'SPRINGS, THENCE 27.9 KM (17.35 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AP0010'NEAR A CONCRETE BOX CULVERT, AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 AP0010'STATION 108+00, 33.2 METERS (109.0 FT) EAST NORTHEAST OF NORTH END OF
 AP0010'TWO CHANNEL CONCRETE CULVERT, 23.1 METERS (76.0 FT) NORTH OF
 AP0010'CENTERLINE OF HIGHWAY, AND 0.42 METERS (1.4 FT) NORTH OF A FENCE.
 AP0010'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 AP0010'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0035 ***********************************************************************
 AP0035  DESIGNATION -  V 1087 RESET 1961
 AP0035  PID         -  AP0035
 AP0035  STATE/COUNTY-  TX/MAVERICK
 AP0035  USGS QUAD   -  SACATOSA TANK (1974)
 AP0035
 AP0035                         *CURRENT SURVEY CONTROL
 AP0035  ___________________________________________________________________
 AP0035* NAD 83(1986)-  28 38 55.     (N)    100 12 13.     (W)     SCALED    
 AP0035* NAVD 88     -       238.223  (meters)     781.57   (feet)  ADJUSTED  
 AP0035  ___________________________________________________________________
 AP0035  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AP0035  DYNAMIC HT  -         237.868 (meters)     780.41  (feet)  COMP
 AP0035  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AP0035
 AP0035  VERT ORDER  -  FIRST     CLASS II
 AP0035
 AP0035.The horizontal coordinates were scaled from a topographic map and have
 AP0035.an estimated accuracy of +/- 6 seconds.
 AP0035
 AP0035.The orthometric height was determined by differential leveling
 AP0035.and adjusted by the National Geodetic Survey in June 1991..
 AP0035
 AP0035.The geoid height was determined by GEOID03.
 AP0035
 AP0035.The dynamic height is computed by dividing the NAVD 88
 AP0035.geopotential number by the normal gravity value computed on the
 AP0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0035.degrees latitude (g = 980.6199 gals.).
 AP0035
 AP0035.The modeled gravity was interpolated from observed gravity values.
 AP0035
 AP0035;                    North         East    Units  Estimated Accuracy
 AP0035;SPC TXSC     - 4,090,960.      482,340.      MT  (+/- 180 meters Scaled)
 AP0035
 AP0035                          SUPERSEDED SURVEY CONTROL
 AP0035
 AP0035  NGVD 29 (??/??/??)  238.00   (m)          780.8    (f) RESET       3  
 AP0035
 AP0035.Superseded values are not recommended for survey control.
 AP0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0035.See file dsdata.txt to determine how the superseded data were derived.
 AP0035
 AP0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS823696(NAD 83)
 AP0035_MARKER: DB = BENCH MARK DISK
 AP0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0035_STAMPING: V 1087 RESET 1961
 AP0035_MARK LOGO: CGS   
 AP0035_PROJECTION: RECESSED 2 CENTIMETERS
 AP0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0035+STABILITY: SURFACE MOTION
 AP0035
 AP0035  HISTORY     - Date     Condition        Report By
 AP0035  HISTORY     - 1961     MONUMENTED       CGS
 AP0035  HISTORY     - 1982     GOOD             NGS
 AP0035
 AP0035                          STATION DESCRIPTION
 AP0035
 AP0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0035'18.65 MI E FROM EAGLE PASS.
 AP0035'ABOUT 18.65 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE RAILROAD
 AP0035'CROSSING IN EAGLE PASS, UNDER THE SOUTH RIGHT-OF-WAY FENCE LINE AND 2
 AP0035'FEET WEST OF A 4 X 4 POST.  IT IS 12 FEET EAST OF A TELEPHONE POLE. A
 AP0035'STANDARD DISK STAMPED V 1087 RESET 1961 IN A CONCRETE POST WHICH
 AP0035'PROJECTS ABOUT 3 INCHES.
 AP0035
 AP0035                          STATION RECOVERY (1982)
 AP0035
 AP0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0035'30.5 KM (18.95) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0035'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0035'STREET AND MADISON, UNDER THE SOUTH RIGHT OF WAY FENCE, 22.8 METERS
 AP0035'(75.0 FT) SOUTH OF CENTERLINE OF THE HIGHWAY, AND 0.2 METER (0.8 FT)
 AP0035'NORTH OF RIGHT OF WAY FENCE.
 AP0035'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 AP0035'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0364 ***********************************************************************
 AO0364  DESIGNATION -  V 1088 RESET 1962
 AO0364  PID         -  AO0364
 AO0364  STATE/COUNTY-  TX/DIMMIT
 AO0364  USGS QUAD   -  CATARINA (1982)
 AO0364
 AO0364                         *CURRENT SURVEY CONTROL
 AO0364  ___________________________________________________________________
 AO0364* NAD 83(1986)-  28 15 14.     (N)    099 36 55.     (W)     SCALED    
 AO0364* NAVD 88     -       170.01   (+/-2cm)     557.8    (feet)  VERTCON   
 AO0364  ___________________________________________________________________
 AO0364  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AO0364
 AO0364  VERT ORDER  -  THIRD (See Below)
 AO0364
 AO0364.The horizontal coordinates were scaled from a topographic map and have
 AO0364.an estimated accuracy of +/- 6 seconds.
 AO0364
 AO0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0364.The vertical order pertains to the NGVD 29 superseded value.
 AO0364
 AO0364.The geoid height was determined by GEOID03.
 AO0364
 AO0364;                    North         East    Units  Estimated Accuracy
 AO0364;SPC TXSC     - 4,046,770.      539,620.      MT  (+/- 180 meters Scaled)
 AO0364
 AO0364                          SUPERSEDED SURVEY CONTROL
 AO0364
 AO0364  NGVD 29 (??/??/??)  169.88   (m)          557.3    (f) RESET       3  
 AO0364
 AO0364.Superseded values are not recommended for survey control.
 AO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0364.See file dsdata.txt to determine how the superseded data were derived.
 AO0364
 AO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS396254(NAD 83)
 AO0364_MARKER: DB = BENCH MARK DISK
 AO0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0364_STAMPING: V 1088 RESET 1962
 AO0364_MARK LOGO: CGS   
 AO0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0364+STABILITY: SURFACE MOTION
 AO0364
 AO0364  HISTORY     - Date     Condition        Report By
 AO0364  HISTORY     - 1962     MONUMENTED       CGS
 AO0364  HISTORY     - 1976     POOR             USGS
 AO0364  HISTORY     - 1982     POOR             NGS
 AO0364  HISTORY     - 19970802 POOR             USPSQD
 AO0364
 AO0364                          STATION DESCRIPTION
 AO0364
 AO0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AO0364'6.75 MI SE FROM CATARINA.
 AO0364'ABOUT 6.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AO0364'IN CATARINA, 80 FEET WEST OF THE CENTER LINE OF HIGHWAY 83, 12 FEET
 AO0364'EAST OF THE EAST ONE OF TWO POWER LINE POLES, 1 FOOT WEST OF THE
 AO0364'RIGHT-OF-WAY FENCE, AND 2 FEET NORTH OF A METAL WITNESS POST.  A
 AO0364'STANDARD DISK STAMPED V 1088 RESET 1962, SET IN A 12 X 12 IN. CONCRETE
 AO0364'POST WHICH PROJECTS 4 INCHES.
 AO0364
 AO0364                          STATION RECOVERY (1976)
 AO0364
 AO0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0364'MARK RECOVERED IN POOR CONDITION.
 AO0364
 AO0364                          STATION RECOVERY (1982)
 AO0364
 AO0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0364'RECOVERED THIS DATE, FOUND LEANING TO THE NORTH, HIT BY FIRE LANE
 AO0364'EQUIPMENT, NOT FIT FOR LEVELS THIS DATE.
 AO0364
 AO0364                          STATION RECOVERY (1997)
 AO0364
 AO0364'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0364'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0078 ***********************************************************************
 AP0078  DESIGNATION -  V 1089
 AP0078  PID         -  AP0078
 AP0078  STATE/COUNTY-  TX/MAVERICK
 AP0078  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0078
 AP0078                         *CURRENT SURVEY CONTROL
 AP0078  ___________________________________________________________________
 AP0078* NAD 83(1986)-  28 42 20.     (N)    100 29 01.     (W)     SCALED    
 AP0078* NAVD 88     -       249.411  (meters)     818.28   (feet)  ADJUSTED  
 AP0078  ___________________________________________________________________
 AP0078  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0078  DYNAMIC HT  -         249.038 (meters)     817.05  (feet)  COMP
 AP0078  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 AP0078
 AP0078  VERT ORDER  -  FIRST     CLASS II
 AP0078
 AP0078.This mark is at Eagle Pass Municipal Airport (EGP)
 AP0078
 AP0078.The horizontal coordinates were scaled from a topographic map and have
 AP0078.an estimated accuracy of +/- 6 seconds.
 AP0078
 AP0078.The orthometric height was determined by differential leveling
 AP0078.and adjusted by the National Geodetic Survey in June 1991..
 AP0078
 AP0078.The geoid height was determined by GEOID03.
 AP0078
 AP0078.The dynamic height is computed by dividing the NAVD 88
 AP0078.geopotential number by the normal gravity value computed on the
 AP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0078.degrees latitude (g = 980.6199 gals.).
 AP0078
 AP0078.The modeled gravity was interpolated from observed gravity values.
 AP0078
 AP0078;                    North         East    Units  Estimated Accuracy
 AP0078;SPC TXSC     - 4,097,590.      455,050.      MT  (+/- 180 meters Scaled)
 AP0078
 AP0078                          SUPERSEDED SURVEY CONTROL
 AP0078
 AP0078  NGVD 29 (??/??/92)  249.278  (m)          817.84   (f) ADJ UNCH    1 2
 AP0078
 AP0078.Superseded values are not recommended for survey control.
 AP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0078.See file dsdata.txt to determine how the superseded data were derived.
 AP0078
 AP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS550762(NAD 83)
 AP0078_MARKER: DB = BENCH MARK DISK
 AP0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0078_STAMPING: V 1089 1957
 AP0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0078+STABILITY: SURFACE MOTION
 AP0078
 AP0078  HISTORY     - Date     Condition        Report By
 AP0078  HISTORY     - 1957     MONUMENTED       CGS
 AP0078  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0078
 AP0078                          STATION DESCRIPTION
 AP0078
 AP0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0078'1.2 MI E FROM EAGLE PASS.
 AP0078'0.9 MILE EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0078'RAILROAD STATION AT EAGLE PASS, THENCE 0.3 MILE SOUTH ALONG AN OILED
 AP0078'ROAD, 165 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SOUTH HANGAR AT
 AP0078'THE EAGLE PASS AIRPORT, 33 FEET EAST OF THE CENTER LINE OF AN OILED
 AP0078'ROAD, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AP0078'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AP0078
 AP0078                          STATION RECOVERY (1982)
 AP0078
 AP0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0078'NOT RECOVERED, LOOKED FOR, SOME DIRT WORK DONE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0110 ***********************************************************************
 CB0110  DESIGNATION -  V 109
 CB0110  PID         -  CB0110
 CB0110  STATE/COUNTY-  TX/TOM GREEN
 CB0110  USGS QUAD   -  WALL (1984)
 CB0110
 CB0110                         *CURRENT SURVEY CONTROL
 CB0110  ___________________________________________________________________
 CB0110* NAD 83(1986)-  31 22 26.     (N)    100 18 26.     (W)     SCALED    
 CB0110* NAVD 88     -       568.982  (meters)    1866.74   (feet)  ADJUSTED  
 CB0110  ___________________________________________________________________
 CB0110  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0110  DYNAMIC HT  -         568.201 (meters)    1864.17  (feet)  COMP
 CB0110  MODELED GRAV-     979,249.4   (mgal)                       NAVD 88
 CB0110
 CB0110  VERT ORDER  -  FIRST     CLASS II
 CB0110
 CB0110.The horizontal coordinates were scaled from a topographic map and have
 CB0110.an estimated accuracy of +/- 6 seconds.
 CB0110
 CB0110.The orthometric height was determined by differential leveling
 CB0110.and adjusted by the National Geodetic Survey in June 1991..
 CB0110
 CB0110.The geoid height was determined by GEOID03.
 CB0110
 CB0110.The dynamic height is computed by dividing the NAVD 88
 CB0110.geopotential number by the normal gravity value computed on the
 CB0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0110.degrees latitude (g = 980.6199 gals.).
 CB0110
 CB0110.The modeled gravity was interpolated from observed gravity values.
 CB0110
 CB0110;                    North         East    Units  Estimated Accuracy
 CB0110;SPC TX C     - 3,189,260.      702,480.      MT  (+/- 180 meters Scaled)
 CB0110
 CB0110                          SUPERSEDED SURVEY CONTROL
 CB0110
 CB0110.No superseded survey control is available for this station.
 CB0110
 CB0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV756717(NAD 83)
 CB0110_MARKER: DB = BENCH MARK DISK
 CB0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0110_SP_SET: STEP
 CB0110_MARK LOGO: CGS   
 CB0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0110
 CB0110  HISTORY     - Date     Condition        Report By
 CB0110  HISTORY     - UNK      MONUMENTED       CGS
 CB0110  HISTORY     - 1933     GOOD             NGS
 CB0110  HISTORY     - 1935     GOOD             NGS
 CB0110  HISTORY     - 1981     GOOD             NGS
 CB0110  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CB0110
 CB0110                          STATION DESCRIPTION
 CB0110
 CB0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0110'IN WALL.
 CB0110'AT NORTH ENTRANCE TO SCHOOLHOUSE.  NOTE-- ONLY DESCRIPTION AVAILABLE.
 CB0110
 CB0110                          STATION RECOVERY (1935)
 CB0110
 CB0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0110'RECOVERED IN GOOD CONDITION.
 CB0110
 CB0110                          STATION RECOVERY (1981)
 CB0110
 CB0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0110'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0110'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 6.6 KM (4.1 MI)
 CB0110'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, IN THE SMALL TOWN OF WALL, IN
 CB0110'TOP OF THE WEST END OF THE TOP STEP OF THE MOST EASTERLY 1 OF 2
 CB0110'ENTRANCES ON THE NORTH SIDE OF THE WALL HIGH SCHOOL.
 CB0110'THE MARK IS 0.3 M ABOVE THE SIDE WALK.
 CB0110
 CB0110                          STATION RECOVERY (1999)
 CB0110
 CB0110'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0084 ***********************************************************************
 AZ0084  DESIGNATION -  V 1090
 AZ0084  PID         -  AZ0084
 AZ0084  STATE/COUNTY-  TX/KINNEY
 AZ0084  USGS QUAD   -  ODLAW (1974)
 AZ0084
 AZ0084                         *CURRENT SURVEY CONTROL
 AZ0084  ___________________________________________________________________
 AZ0084* NAD 83(1986)-  29 13 56.     (N)    100 07 31.     (W)     SCALED    
 AZ0084* NAVD 88     -       314.294  (meters)    1031.15   (feet)  POSTED    
 AZ0084  ___________________________________________________________________
 AZ0084  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0084  DYNAMIC HT  -         313.840 (meters)    1029.66  (feet)  COMP
 AZ0084  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 AZ0084
 AZ0084  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0084
 AZ0084.The horizontal coordinates were scaled from a topographic map and have
 AZ0084.an estimated accuracy of +/- 6 seconds.
 AZ0084
 AZ0084.The orthometric height was determined by differential leveling
 AZ0084.and adjusted by the National Geodetic Survey in 1992..
 AZ0084.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0084.rate of 0.0 thru 1.0 mm/km.
 AZ0084
 AZ0084.The geoid height was determined by GEOID03.
 AZ0084
 AZ0084.The dynamic height is computed by dividing the NAVD 88
 AZ0084.geopotential number by the normal gravity value computed on the
 AZ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0084.degrees latitude (g = 980.6199 gals.).
 AZ0084
 AZ0084.The modeled gravity was interpolated from observed gravity values.
 AZ0084
 AZ0084;                    North         East    Units  Estimated Accuracy
 AZ0084;SPC TXSC     - 4,155,560.      490,620.      MT  (+/- 180 meters Scaled)
 AZ0084
 AZ0084                          SUPERSEDED SURVEY CONTROL
 AZ0084
 AZ0084  NGVD 29 (??/??/92)  314.189  (m)         1030.80   (f) ADJ UNCH    1 2
 AZ0084
 AZ0084.Superseded values are not recommended for survey control.
 AZ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0084.See file dsdata.txt to determine how the superseded data were derived.
 AZ0084
 AZ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT906342(NAD 83)
 AZ0084_MARKER: DB = BENCH MARK DISK
 AZ0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0084_SP_SET: CULVERT
 AZ0084_STAMPING: V 1090 1957
 AZ0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0084
 AZ0084  HISTORY     - Date     Condition        Report By
 AZ0084  HISTORY     - 1957     MONUMENTED       CGS
 AZ0084  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0084
 AZ0084                          STATION DESCRIPTION
 AZ0084
 AZ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0084'2.65 MI W FROM CLINE.
 AZ0084'2.65 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0084'STATION AT CLINE, 289 FEET SOUTH OF MILEPOST 322, 285 FEET SOUTHEAST
 AZ0084'OF THE SOUTHEAST RAIL, 20 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 AZ0084'HIGHWAY 90, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 AZ0084'HEADWALL OF A 4 CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY.
 AZ0084
 AZ0084                          STATION RECOVERY (1982)
 AZ0084
 AZ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0084'MARK NOT RECOVERED, HEADWALL PROBABLY REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0062 ***********************************************************************
 AZ0062  DESIGNATION -  V 1091
 AZ0062  PID         -  AZ0062
 AZ0062  STATE/COUNTY-  TX/KINNEY
 AZ0062  USGS QUAD   -  ANACACHO (1974)
 AZ0062
 AZ0062                         *CURRENT SURVEY CONTROL
 AZ0062  ___________________________________________________________________
 AZ0062* NAD 83(1986)-  29 09 06.     (N)    100 22 25.     (W)     SCALED    
 AZ0062* NAVD 88     -       286.530  (meters)     940.06   (feet)  ADJUSTED  
 AZ0062  ___________________________________________________________________
 AZ0062  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0062  DYNAMIC HT  -         286.112 (meters)     938.69  (feet)  COMP
 AZ0062  MODELED GRAV-     979,176.0   (mgal)                       NAVD 88
 AZ0062
 AZ0062  VERT ORDER  -  FIRST     CLASS II
 AZ0062
 AZ0062.The horizontal coordinates were scaled from a topographic map and have
 AZ0062.an estimated accuracy of +/- 6 seconds.
 AZ0062
 AZ0062.The orthometric height was determined by differential leveling
 AZ0062.and adjusted by the National Geodetic Survey in June 1991..
 AZ0062
 AZ0062.The geoid height was determined by GEOID03.
 AZ0062
 AZ0062.The dynamic height is computed by dividing the NAVD 88
 AZ0062.geopotential number by the normal gravity value computed on the
 AZ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0062.degrees latitude (g = 980.6199 gals.).
 AZ0062
 AZ0062.The modeled gravity was interpolated from observed gravity values.
 AZ0062
 AZ0062;                    North         East    Units  Estimated Accuracy
 AZ0062;SPC TXSC     - 4,146,890.      466,370.      MT  (+/- 180 meters Scaled)
 AZ0062
 AZ0062                          SUPERSEDED SURVEY CONTROL
 AZ0062
 AZ0062  NGVD 29 (??/??/92)  286.400  (m)          939.63   (f) ADJ UNCH    1 2
 AZ0062
 AZ0062.Superseded values are not recommended for survey control.
 AZ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0062.See file dsdata.txt to determine how the superseded data were derived.
 AZ0062
 AZ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT663255(NAD 83)
 AZ0062_MARKER: DB = BENCH MARK DISK
 AZ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0062_STAMPING: V 1091 1957
 AZ0062_MARK LOGO: CGS   
 AZ0062_PROJECTION: PROJECTING 8 CENTIMETERS
 AZ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0062+STABILITY: SURFACE MOTION
 AZ0062
 AZ0062  HISTORY     - Date     Condition        Report By
 AZ0062  HISTORY     - 1957     MONUMENTED       CGS
 AZ0062  HISTORY     - 1982     GOOD             NGS
 AZ0062  HISTORY     - 19960109 GOOD             USPSQD
 AZ0062
 AZ0062                          STATION DESCRIPTION
 AZ0062
 AZ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0062'2.9 MI E FROM SPOFFORD.
 AZ0062'ABOUT 2.9 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0062'STATION AT SPOFFORD, 170 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT
 AZ0062'200 FEET NORTHEAST OF THE CENTER OF A SHALLOW DRAW, 59 FEET SOUTHEAST
 AZ0062'OF THE CENTER LINE OF FARM ROAD 1572, 2 FEET NORTHWEST OF THE FENCE
 AZ0062'LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST AND IN THE
 AZ0062'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT.
 AZ0062
 AZ0062                          STATION RECOVERY (1982)
 AZ0062
 AZ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0062'MARK RECOVERED THIS DATE, NOTE, RAILROAD STATION IS GONE, 5.2 KM
 AZ0062'(3.25 MI) EASTERLY ALONG FARM ROAD 1572 FROM THE JUNCTION OF STATE
 AZ0062'ROUTE 131 IN SPOFFORD, ABOUT 61 METERS (200 FT) NORTHEAST OF A SHALLOW
 AZ0062'DRAW, 18.0 METERS (59.0 FT) SOUTHEAST OF FARM ROAD, 51.8 METERS
 AZ0062'(170.0 FT) SOUTHEAST OF SOUTHEAST RAIL OF SOUTHERN PACIFIC RAILROAD,
 AZ0062'0.61 METERS (2.0 FT) NORTHWEST OF A FENCE, AND 11.0 METERS (36.0 FT)
 AZ0062'NORTHEAST OF CENTER OF A WOODEN GATE AND FIELD ROAD.
 AZ0062'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AZ0062'THE MARK IS ABOVE LEVEL WITH ROAD.
 AZ0062
 AZ0062                          STATION RECOVERY (1996)
 AZ0062
 AZ0062'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0162 ***********************************************************************
 AZ0162  DESIGNATION -  V 1092
 AZ0162  PID         -  AZ0162
 AZ0162  STATE/COUNTY-  TX/KINNEY
 AZ0162  USGS QUAD   -  STANDART (1979)
 AZ0162
 AZ0162                         *CURRENT SURVEY CONTROL
 AZ0162  ___________________________________________________________________
 AZ0162* NAD 83(1986)-  29 15 06.     (N)    100 32 22.     (W)     SCALED    
 AZ0162* NAVD 88     -       319.945  (meters)    1049.69   (feet)  POSTED    
 AZ0162  ___________________________________________________________________
 AZ0162  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 AZ0162  DYNAMIC HT  -         319.480 (meters)    1048.16  (feet)  COMP
 AZ0162  MODELED GRAV-     979,167.9   (mgal)                       NAVD 88
 AZ0162
 AZ0162  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0162
 AZ0162.The horizontal coordinates were scaled from a topographic map and have
 AZ0162.an estimated accuracy of +/- 6 seconds.
 AZ0162
 AZ0162.The orthometric height was determined by differential leveling
 AZ0162.and adjusted by the National Geodetic Survey in 1992..
 AZ0162.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0162.rate of 0.0 thru 1.0 mm/km.
 AZ0162
 AZ0162.The geoid height was determined by GEOID03.
 AZ0162
 AZ0162.The dynamic height is computed by dividing the NAVD 88
 AZ0162.geopotential number by the normal gravity value computed on the
 AZ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0162.degrees latitude (g = 980.6199 gals.).
 AZ0162
 AZ0162.The modeled gravity was interpolated from observed gravity values.
 AZ0162
 AZ0162;                    North         East    Units  Estimated Accuracy
 AZ0162;SPC TXSC     - 4,158,170.      450,390.      MT  (+/- 180 meters Scaled)
 AZ0162
 AZ0162                          SUPERSEDED SURVEY CONTROL
 AZ0162
 AZ0162  NGVD 29 (??/??/92)  319.865  (m)         1049.42   (f) ADJ UNCH    1 2
 AZ0162
 AZ0162.Superseded values are not recommended for survey control.
 AZ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0162.See file dsdata.txt to determine how the superseded data were derived.
 AZ0162
 AZ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT504368(NAD 83)
 AZ0162_MARKER: DB = BENCH MARK DISK
 AZ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0162_STAMPING: V 1092 1957
 AZ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0162+STABILITY: SURFACE MOTION
 AZ0162
 AZ0162  HISTORY     - Date     Condition        Report By
 AZ0162  HISTORY     - 1957     MONUMENTED       CGS
 AZ0162  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0162
 AZ0162                          STATION DESCRIPTION
 AZ0162
 AZ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0162'9.3 MI NW FROM SPOFFORD.
 AZ0162'9.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0162'STATION AT SPOFFORD, 96 FEET NORTH OF MILEPOST 351, 46 FEET SOUTHWEST
 AZ0162'OF THE CENTER LINE OF A DIRT ROAD, 25 FEET NORTHEAST OF THE NORTHEAST
 AZ0162'RAIL, 18 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 AZ0162'TELEPHONE POLES, 2.2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 AZ0162'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AZ0162
 AZ0162                          STATION RECOVERY (1982)
 AZ0162
 AZ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0162'SEARCHED FOR AND NOT RECOVERED, KNOCKED OUT BY BULLDOZER WHEN FIRE
 AZ0162'BREAK WAS CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0102 ***********************************************************************
 AZ0102  DESIGNATION -  V 1093
 AZ0102  PID         -  AZ0102
 AZ0102  STATE/COUNTY-  TX/KINNEY
 AZ0102  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0102
 AZ0102                         *CURRENT SURVEY CONTROL
 AZ0102  ___________________________________________________________________
 AZ0102* NAD 83(1986)-  29 05 37.     (N)    100 23 59.     (W)     SCALED    
 AZ0102* NAVD 88     -       291.141  (meters)     955.19   (feet)  ADJUSTED  
 AZ0102  ___________________________________________________________________
 AZ0102  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0102  DYNAMIC HT  -         290.715 (meters)     953.79  (feet)  COMP
 AZ0102  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 AZ0102
 AZ0102  VERT ORDER  -  FIRST     CLASS II
 AZ0102
 AZ0102.The horizontal coordinates were scaled from a topographic map and have
 AZ0102.an estimated accuracy of +/- 6 seconds.
 AZ0102
 AZ0102.The orthometric height was determined by differential leveling
 AZ0102.and adjusted by the National Geodetic Survey in June 1991..
 AZ0102
 AZ0102.The geoid height was determined by GEOID03.
 AZ0102
 AZ0102.The dynamic height is computed by dividing the NAVD 88
 AZ0102.geopotential number by the normal gravity value computed on the
 AZ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0102.degrees latitude (g = 980.6199 gals.).
 AZ0102
 AZ0102.The modeled gravity was interpolated from observed gravity values.
 AZ0102
 AZ0102;                    North         East    Units  Estimated Accuracy
 AZ0102;SPC TXSC     - 4,140,490.      463,760.      MT  (+/- 180 meters Scaled)
 AZ0102
 AZ0102                          SUPERSEDED SURVEY CONTROL
 AZ0102
 AZ0102  NGVD 29 (??/??/92)  290.979  (m)          954.65   (f) ADJ UNCH    1 2
 AZ0102
 AZ0102.Superseded values are not recommended for survey control.
 AZ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0102.See file dsdata.txt to determine how the superseded data were derived.
 AZ0102
 AZ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT637191(NAD 83)
 AZ0102_MARKER: DB = BENCH MARK DISK
 AZ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0102_STAMPING: V 1093 1957
 AZ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0102+STABILITY: SURFACE MOTION
 AZ0102
 AZ0102  HISTORY     - Date     Condition        Report By
 AZ0102  HISTORY     - 1957     MONUMENTED       CGS
 AZ0102  HISTORY     - 19961223 GOOD             USPSQD
 AZ0102
 AZ0102                          STATION DESCRIPTION
 AZ0102
 AZ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0102'5.75 MI S FROM SPOFFORD.
 AZ0102'5.75 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0102'STATION AT SPOFFORD, 81 FEET WEST OF THE 2ND POLE SOUTH OF MILEPOST 5,
 AZ0102'45 FEET WEST OF THE WEST RAIL, 2 FEET EAST OF A FENCE, 2 FEET WEST OF
 AZ0102'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AZ0102'FOOT ABOVE THE GROUND.
 AZ0102
 AZ0102                          STATION RECOVERY (1996)
 AZ0102
 AZ0102'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0882 ***********************************************************************
 AY0882  DESIGNATION -  V 1094
 AY0882  PID         -  AY0882
 AY0882  STATE/COUNTY-  TX/MEDINA
 AY0882  USGS QUAD   -  LA COSTE (1982)
 AY0882
 AY0882                         *CURRENT SURVEY CONTROL
 AY0882  ___________________________________________________________________
 AY0882* NAD 83(1986)-  29 19 28.     (N)    098 48 44.     (W)     SCALED    
 AY0882* NAVD 88     -       207.653  (meters)     681.27   (feet)  ADJUSTED  
 AY0882  ___________________________________________________________________
 AY0882  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AY0882  DYNAMIC HT  -         207.353 (meters)     680.29  (feet)  COMP
 AY0882  MODELED GRAV-     979,194.5   (mgal)                       NAVD 88
 AY0882
 AY0882  VERT ORDER  -  FIRST     CLASS II
 AY0882
 AY0882.The horizontal coordinates were scaled from a topographic map and have
 AY0882.an estimated accuracy of +/- 6 seconds.
 AY0882
 AY0882.The orthometric height was determined by differential leveling
 AY0882.and adjusted by the National Geodetic Survey in June 1991..
 AY0882
 AY0882.The geoid height was determined by GEOID03.
 AY0882
 AY0882.The dynamic height is computed by dividing the NAVD 88
 AY0882.geopotential number by the normal gravity value computed on the
 AY0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0882.degrees latitude (g = 980.6199 gals.).
 AY0882
 AY0882.The modeled gravity was interpolated from observed gravity values.
 AY0882
 AY0882;                    North         East    Units  Estimated Accuracy
 AY0882;SPC TXSC     - 4,165,270.      618,240.      MT  (+/- 180 meters Scaled)
 AY0882
 AY0882                          SUPERSEDED SURVEY CONTROL
 AY0882
 AY0882  NGVD 29 (??/??/92)  207.522  (m)          680.85   (f) ADJ UNCH    1 2
 AY0882
 AY0882.Superseded values are not recommended for survey control.
 AY0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0882.See file dsdata.txt to determine how the superseded data were derived.
 AY0882
 AY0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT182439(NAD 83)
 AY0882_MARKER: DB = BENCH MARK DISK
 AY0882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0882_SP_SET: BRIDGE ABUTMENT
 AY0882_STAMPING: V 1094 1957
 AY0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0882
 AY0882  HISTORY     - Date     Condition        Report By
 AY0882  HISTORY     - 1957     MONUMENTED       CGS
 AY0882  HISTORY     - 1989     GOOD             USPSQD
 AY0882  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 AY0882  HISTORY     - 19970210 GOOD             USPSQD
 AY0882  HISTORY     - 20020218 GOOD             USPSQD
 AY0882
 AY0882                          STATION DESCRIPTION
 AY0882
 AY0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0882'1.0 MI N FROM LACOSTE.
 AY0882'1.0 MILE NORTH ALONG FARM ROAD 471 FROM THE TEXAS AND NEW ORLEANS
 AY0882'RAILROAD STATION AT LACOSTE, 13 FEET EAST OF THE CENTER LINE OF THE
 AY0882'FARM ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A
 AY0882'CONCRETE BRIDGE OVER THE MEDINA RIVER.
 AY0882
 AY0882                          STATION RECOVERY (1989)
 AY0882
 AY0882'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY0882'RECOVERED IN GOOD CONDITION.
 AY0882
 AY0882                          STATION RECOVERY (1994)
 AY0882
 AY0882'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0882'MARK NOT FOUND.
 AY0882
 AY0882                          STATION RECOVERY (1997)
 AY0882
 AY0882'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0882'RECOVERED IN GOOD CONDITION.
 AY0882
 AY0882                          STATION RECOVERY (2002)
 AY0882
 AY0882'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0042 ***********************************************************************
 BB0042  DESIGNATION -  V 1095
 BB0042  PID         -  BB0042
 BB0042  STATE/COUNTY-  TX/PRESIDIO
 BB0042  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0042
 BB0042                         *CURRENT SURVEY CONTROL
 BB0042  ___________________________________________________________________
 BB0042* NAD 83(1986)-  29 33 20.     (N)    104 22 17.     (W)     SCALED    
 BB0042* NAVD 88     -       782.417  (meters)    2566.98   (feet)  ADJUSTED  
 BB0042  ___________________________________________________________________
 BB0042  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BB0042  DYNAMIC HT  -         781.148 (meters)    2562.82  (feet)  COMP
 BB0042  MODELED GRAV-     978,996.4   (mgal)                       NAVD 88
 BB0042
 BB0042  VERT ORDER  -  SECOND    CLASS 0
 BB0042
 BB0042.The horizontal coordinates were scaled from a topographic map and have
 BB0042.an estimated accuracy of +/- 6 seconds.
 BB0042
 BB0042.The orthometric height was determined by differential leveling
 BB0042.and adjusted by the National Geodetic Survey in June 1991..
 BB0042
 BB0042.The geoid height was determined by GEOID03.
 BB0042
 BB0042.The dynamic height is computed by dividing the NAVD 88
 BB0042.geopotential number by the normal gravity value computed on the
 BB0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0042.degrees latitude (g = 980.6199 gals.).
 BB0042
 BB0042.The modeled gravity was interpolated from observed gravity values.
 BB0042
 BB0042;                    North         East    Units  Estimated Accuracy
 BB0042;SPC TXSC     - 4,202,820.       79,690.      MT  (+/- 180 meters Scaled)
 BB0042
 BB0042                          SUPERSEDED SURVEY CONTROL
 BB0042
 BB0042  NGVD 29 (??/??/92)  782.022  (m)         2565.68   (f) ADJ UNCH    2 0
 BB0042
 BB0042.Superseded values are not recommended for survey control.
 BB0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0042.See file dsdata.txt to determine how the superseded data were derived.
 BB0042
 BB0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN608697(NAD 83)
 BB0042_MARKER: DB = BENCH MARK DISK
 BB0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0042_SP_SET: MONUMENT
 BB0042_STAMPING: V 1095 1974
 BB0042_MARK LOGO: NGS   
 BB0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0042
 BB0042  HISTORY     - Date     Condition        Report By
 BB0042  HISTORY     - 1974     MONUMENTED       NGS
 BB0042
 BB0042                          STATION DESCRIPTION
 BB0042
 BB0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0042'IN PRESIDIO.
 BB0042'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0042'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, BEAR LEFT AND CONTINUE SOUTH
 BB0042'ON A DIRT ROAD FOR 0.4 MILE TO A RAILROAD TRACK, 96 FEET
 BB0042'NORTH-NORTHEAST OF A POWER POLE IN A FENCE CORNER, 22 FEET WEST OF THE
 BB0042'CENTER OF THE DIRT ROAD, 12.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 BB0042'RAILROAD TRACK, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 BB0042'MONUMENT THAT PROJECTS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0550 ***********************************************************************
 BP0550  DESIGNATION -  V 1096
 BP0550  PID         -  BP0550
 BP0550  STATE/COUNTY-  TX/BREWSTER
 BP0550  USGS QUAD   -  ALPINE NORTH (1972)
 BP0550
 BP0550                         *CURRENT SURVEY CONTROL
 BP0550  ___________________________________________________________________
 BP0550* NAD 83(1986)-  30 23 09.     (N)    103 40 25.     (W)     SCALED    
 BP0550* NAVD 88     -      1354.559  (meters)    4444.08   (feet)  ADJUSTED  
 BP0550  ___________________________________________________________________
 BP0550  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 BP0550  DYNAMIC HT  -        1352.378 (meters)    4436.93  (feet)  COMP
 BP0550  MODELED GRAV-     978,983.4   (mgal)                       NAVD 88
 BP0550
 BP0550  VERT ORDER  -  FIRST     CLASS I
 BP0550
 BP0550.The horizontal coordinates were scaled from a topographic map and have
 BP0550.an estimated accuracy of +/- 6 seconds.
 BP0550
 BP0550.The orthometric height was determined by differential leveling
 BP0550.and adjusted by the National Geodetic Survey in June 1991..
 BP0550
 BP0550.The geoid height was determined by GEOID03.
 BP0550
 BP0550.The dynamic height is computed by dividing the NAVD 88
 BP0550.geopotential number by the normal gravity value computed on the
 BP0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0550.degrees latitude (g = 980.6199 gals.).
 BP0550
 BP0550.The modeled gravity was interpolated from observed gravity values.
 BP0550
 BP0550;                    North         East    Units  Estimated Accuracy
 BP0550;SPC TXSC     - 4,291,870.      150,920.      MT  (+/- 180 meters Scaled)
 BP0550
 BP0550                          SUPERSEDED SURVEY CONTROL
 BP0550
 BP0550  NGVD 29 (??/??/92) 1354.114  (m)         4442.62   (f) ADJ UNCH    1 1
 BP0550
 BP0550.Superseded values are not recommended for survey control.
 BP0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0550.See file dsdata.txt to determine how the superseded data were derived.
 BP0550
 BP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP274622(NAD 83)
 BP0550_MARKER: DB = BENCH MARK DISK
 BP0550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0550_SP_SET: 5 FT.
 BP0550_STAMPING: V 1096 1977
 BP0550_MARK LOGO: NGS   
 BP0550_PROJECTION: FLUSH
 BP0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0550+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 BP0550_ROD/PIPE-DEPTH: 1.5  meters
 BP0550
 BP0550  HISTORY     - Date     Condition        Report By
 BP0550  HISTORY     - 1977     MONUMENTED       NGS
 BP0550  HISTORY     - 1982     GOOD             NGS
 BP0550  HISTORY     - 19961007 GOOD             USPSQD
 BP0550  HISTORY     - 20030419 GOOD             USPSQD
 BP0550
 BP0550                          STATION DESCRIPTION
 BP0550
 BP0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0550'2.15 MI NW FROM ALPINE.
 BP0550'ABOUT 2.15 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS
 BP0550'AND NEW ORLEANS RAILROAD STATION AT ALPINE, 0.05 MILE NORTHWEST OF
 BP0550'LARGE WATER TANK MARKED ALPINE, 222 FT. SOUTHWEST OF THE JUNCTION
 BP0550'OF RAILROAD AND HIGHWAY, 140 FT. SOUTHWEST OF CENTER LINE OF THE
 BP0550'HIGHWAY, 119 FT. WEST OF THE NORTHEAST END OF A CULVERT, 50 FT.
 BP0550'WEST OF THE WEST RAIL, 30 FT. WEST OF THE SOUTHEAST END OF A WOODEN
 BP0550'TRESTLE, 1 FT. EAST OF THE RIGHT-0F-WAY FENCE, 1 FT. WEST OF A
 BP0550'TELEPHONE POLE.
 BP0550
 BP0550                          STATION RECOVERY (1982)
 BP0550
 BP0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BP0550'ABOUT 3.5 KM (2.15 MI) NORTHWEST ALONG STATE HIGHWAY 118 FROM
 BP0550'THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 118 IN ALPINE,
 BP0550'43.73 METERS (143.5 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 BP0550'STATE HIGHWAY 118, 13.45 METERS (44.1 FT) WEST FROM THE CENTER OF
 BP0550'A RAILROAD TRESTLE, 0.60 METER (2.0 FT) WEST FROM A TELEGRAPH POLE AND
 BP0550'0.50 METER (1.6 FT) EAST FROM A FENCE.
 BP0550'THE MARK IS 0.40 METERS  SE FROM A WITNESS POST.
 BP0550
 BP0550                          STATION RECOVERY (1996)
 BP0550
 BP0550'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0550'RECOVERED IN GOOD CONDITION.
 BP0550
 BP0550                          STATION RECOVERY (2003)
 BP0550
 BP0550'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0581 ***********************************************************************
 BP0581  DESIGNATION -  V 1097
 BP0581  PID         -  BP0581
 BP0581  STATE/COUNTY-  TX/JEFF DAVIS
 BP0581  USGS QUAD   -  FORT DAVIS (1972)
 BP0581
 BP0581                         *CURRENT SURVEY CONTROL
 BP0581  ___________________________________________________________________
 BP0581* NAD 83(1986)-  30 36 32.     (N)    103 59 18.     (W)     SCALED    
 BP0581* NAVD 88     -      1568.950  (meters)    5147.46   (feet)  ADJUSTED  
 BP0581  ___________________________________________________________________
 BP0581  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0581  DYNAMIC HT  -        1566.350 (meters)    5138.93  (feet)  COMP
 BP0581  MODELED GRAV-     978,928.3   (mgal)                       NAVD 88
 BP0581  OBS GRAVITY -     978,927.3   (mgal)                       GRAV_OBS
 BP0581
 BP0581  VERT ORDER  -  FIRST     CLASS I
 BP0581
 BP0581.The horizontal coordinates were scaled from a topographic map and have
 BP0581.an estimated accuracy of +/- 6 seconds.
 BP0581
 BP0581.The orthometric height was determined by differential leveling
 BP0581.and adjusted by the National Geodetic Survey in June 1991..
 BP0581
 BP0581.The geoid height was determined by GEOID03.
 BP0581
 BP0581.The dynamic height is computed by dividing the NAVD 88
 BP0581.geopotential number by the normal gravity value computed on the
 BP0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0581.degrees latitude (g = 980.6199 gals.).
 BP0581
 BP0581.The modeled gravity was interpolated from observed gravity values.
 BP0581.The observed gravity was obtained from relative gravimeter ties
 BP0581.to the IGSN71 gravity network.
 BP0581
 BP0581;                    North         East    Units  Estimated Accuracy
 BP0581;SPC TX C     - 3,110,210.      349,610.      MT  (+/- 180 meters Scaled)
 BP0581
 BP0581                          SUPERSEDED SURVEY CONTROL
 BP0581
 BP0581  NGVD 29 (??/??/92) 1568.364  (m)         5145.54   (f) ADJ UNCH    1 1
 BP0581
 BP0581.Superseded values are not recommended for survey control.
 BP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0581.See file dsdata.txt to determine how the superseded data were derived.
 BP0581
 BP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP969866(NAD 83)
 BP0581_MARKER: DB = BENCH MARK DISK
 BP0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0581_SP_SET: CULVERT
 BP0581_STAMPING: V 1097 1977
 BP0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0581
 BP0581  HISTORY     - Date     Condition        Report By
 BP0581  HISTORY     - 1977     MONUMENTED       NGS
 BP0581  HISTORY     - 1988     GOOD             USPSQD
 BP0581  HISTORY     - 19961007 GOOD             USPSQD
 BP0581  HISTORY     - 20030322 GOOD             USPSQD
 BP0581
 BP0581                          STATION DESCRIPTION
 BP0581
 BP0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0581'8.15 MI NW FROM FORT DAVIS.
 BP0581'ABOUT 8.15 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0581'COURTHOUSE AT FORT DAVIS, ON THE NORTHWEST SIDE OF TWO LOW HILLS
 BP0581'AND AT THE BASE OF THE SECOND, 53 FT. SOUTHWEST OF THE RIGHT-OF-
 BP0581'WAY FENCE, 24.5 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BP0581'114 FT. NORTHEAST AND ACROSS THE HIGHWAY FROM THE CENTER OF A GATE
 BP0581'LEADING TO A CATTLE LOADING AREA, SET IN WEST END OF NORTHEAST
 BP0581'CULVERT HEADWALL.
 BP0581
 BP0581                          STATION RECOVERY (1988)
 BP0581
 BP0581'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0581'RECOVERED IN GOOD CONDITION.
 BP0581
 BP0581                          STATION RECOVERY (1996)
 BP0581
 BP0581'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0581'RECOVERED IN GOOD CONDITION.
 BP0581
 BP0581                          STATION RECOVERY (2003)
 BP0581
 BP0581'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0154 ***********************************************************************
 AZ0154  DESIGNATION -  V 1099
 AZ0154  PID         -  AZ0154
 AZ0154  STATE/COUNTY-  TX/KINNEY
 AZ0154  USGS QUAD   -  STANDART (1979)
 AZ0154
 AZ0154                         *CURRENT SURVEY CONTROL
 AZ0154  ___________________________________________________________________
 AZ0154* NAD 83(1986)-  29 19 21.     (N)    100 36 18.     (W)     SCALED    
 AZ0154* NAVD 88     -       324.630  (meters)    1065.06   (feet)  ADJUSTED  
 AZ0154  ___________________________________________________________________
 AZ0154  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AZ0154  DYNAMIC HT  -         324.153 (meters)    1063.49  (feet)  COMP
 AZ0154  MODELED GRAV-     979,164.4   (mgal)                       NAVD 88
 AZ0154
 AZ0154  VERT ORDER  -  FIRST     CLASS II
 AZ0154
 AZ0154.The horizontal coordinates were scaled from a topographic map and have
 AZ0154.an estimated accuracy of +/- 6 seconds.
 AZ0154
 AZ0154.The orthometric height was determined by differential leveling
 AZ0154.and adjusted by the National Geodetic Survey in June 1991..
 AZ0154
 AZ0154.The geoid height was determined by GEOID03.
 AZ0154
 AZ0154.The dynamic height is computed by dividing the NAVD 88
 AZ0154.geopotential number by the normal gravity value computed on the
 AZ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0154.degrees latitude (g = 980.6199 gals.).
 AZ0154
 AZ0154.The modeled gravity was interpolated from observed gravity values.
 AZ0154
 AZ0154;                    North         East    Units  Estimated Accuracy
 AZ0154;SPC TXSC     - 4,166,110.      444,130.      MT  (+/- 180 meters Scaled)
 AZ0154
 AZ0154                          SUPERSEDED SURVEY CONTROL
 AZ0154
 AZ0154  NGVD 29 (??/??/92)  324.550  (m)         1064.79   (f) ADJ UNCH    1 2
 AZ0154
 AZ0154.Superseded values are not recommended for survey control.
 AZ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0154.See file dsdata.txt to determine how the superseded data were derived.
 AZ0154
 AZ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT441447(NAD 83)
 AZ0154_MARKER: DB = BENCH MARK DISK
 AZ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0154_STAMPING: V 1099 1957
 AZ0154_MARK LOGO: CGS   
 AZ0154_PROJECTION: PROJECTING 12 CENTIMETERS
 AZ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0154+STABILITY: SURFACE MOTION
 AZ0154
 AZ0154  HISTORY     - Date     Condition        Report By
 AZ0154  HISTORY     - 1957     MONUMENTED       CGS
 AZ0154  HISTORY     - 1982     GOOD             NGS
 AZ0154  HISTORY     - 19960223 MARK NOT FOUND   USPSQD
 AZ0154
 AZ0154                          STATION DESCRIPTION
 AZ0154
 AZ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0154'16.25 MI NW FROM SPOFFORD.
 AZ0154'16.25 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0154'THE STATION AT SPOFFORD, 1 1/2 POLES SOUTHEAST OF MILEPOST 358, 31
 AZ0154'FEET NORTHEAST OF THE NORTHEAST RAIL, 36 FEET SOUTHWEST OF THE CENTER
 AZ0154'LINE OF A DIRT ROAD, 99 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE
 AZ0154'WITH A ROW OF TELEPHONE POLES, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 AZ0154'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AZ0154'GROUND.
 AZ0154
 AZ0154                          STATION RECOVERY (1982)
 AZ0154
 AZ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0154'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0154'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 11.8 KM (7.35 MI) NORTHWEST
 AZ0154'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0154'RAILROAD TRACKS TO A RAILROAD CROSSING, THENCE 15.0 KM (9.4 MI)
 AZ0154'NORTHWEST ALONG THE GRAVELED ROAD ON THE NORTHEAST SIDE OF THE
 AZ0154'RAILROAD TRACKS, AND SET BY A TELEPHONE POLE BETWEEN THE RAILROAD
 AZ0154'TRACKS AND THE GRAVELED ROAD, 10.9 METERS (36.0 FT) SOUTHWEST OF THE
 AZ0154'CENTER OF THE GRAVELED ROAD, 9.4 METERS (31.0 FT) NORTHEAST OF THE
 AZ0154'NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 0.46 METERS
 AZ0154'(1.5 FT) SOUTH SOUTHEAST OF A TELEPHONE POLE.
 AZ0154'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 AZ0154'THE MARK IS ABOVE LEVEL WITH GRAVELED ROAD.
 AZ0154
 AZ0154                          STATION RECOVERY (1996)
 AZ0154
 AZ0154'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0211 ***********************************************************************
 CB0211  DESIGNATION -  V 110
 CB0211  PID         -  CB0211
 CB0211  STATE/COUNTY-  TX/TOM GREEN
 CB0211  USGS QUAD   -  WATER VALLEY (1984)
 CB0211
 CB0211                         *CURRENT SURVEY CONTROL
 CB0211  ___________________________________________________________________
 CB0211* NAD 83(1986)-  31 40 45.     (N)    100 44 42.     (W)     SCALED    
 CB0211* NAVD 88     -       650.186  (meters)    2133.15   (feet)  ADJUSTED  
 CB0211  ___________________________________________________________________
 CB0211  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CB0211  DYNAMIC HT  -         649.300 (meters)    2130.25  (feet)  COMP
 CB0211  MODELED GRAV-     979,256.6   (mgal)                       NAVD 88
 CB0211
 CB0211  VERT ORDER  -  FIRST     CLASS II
 CB0211
 CB0211.The horizontal coordinates were scaled from a topographic map and have
 CB0211.an estimated accuracy of +/- 6 seconds.
 CB0211
 CB0211.The orthometric height was determined by differential leveling
 CB0211.and adjusted by the National Geodetic Survey in June 1991..
 CB0211
 CB0211.The geoid height was determined by GEOID03.
 CB0211
 CB0211.The dynamic height is computed by dividing the NAVD 88
 CB0211.geopotential number by the normal gravity value computed on the
 CB0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0211.degrees latitude (g = 980.6199 gals.).
 CB0211
 CB0211.The modeled gravity was interpolated from observed gravity values.
 CB0211
 CB0211;                    North         East    Units  Estimated Accuracy
 CB0211;SPC TX C     - 3,223,170.      660,970.      MT  (+/- 180 meters Scaled)
 CB0211
 CB0211                          SUPERSEDED SURVEY CONTROL
 CB0211
 CB0211  NGVD 29 (??/??/92)  649.994  (m)         2132.52   (f) ADJ UNCH    1 2
 CB0211
 CB0211.Superseded values are not recommended for survey control.
 CB0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0211.See file dsdata.txt to determine how the superseded data were derived.
 CB0211
 CB0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA345061(NAD 83)
 CB0211_MARKER: DB = BENCH MARK DISK
 CB0211_SETTING: 66 = SET IN ROCK OUTCROP
 CB0211_SP_SET: ROCK OUTCROP
 CB0211_STAMPING: V 110 1933 2132.522
 CB0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0211+STABILITY: POSITION/ELEVATION WELL
 CB0211
 CB0211  HISTORY     - Date     Condition        Report By
 CB0211  HISTORY     - 1933     MONUMENTED       CGS
 CB0211  HISTORY     - 1970     GOOD             NGS
 CB0211
 CB0211                          STATION DESCRIPTION
 CB0211
 CB0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CB0211'1.55 MI NW FROM WATER VALLEY.
 CB0211'THIS BENCH MARK WAS FOUND TO BE IN GOOD CONDITION.  THE GULF COLORADO
 CB0211'AND SANTA FE RAILWAY HAS BEEN REMOVED.  THE AREA IS NOW THE
 CB0211'RIGHT-OF-WAY ALONG U. S. HIGHWAY 87.  FOR FUTURE RECOVERY THE BENCH
 CB0211'MARK IS ABOUT 1.55 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM THE
 CB0211'POST OFFICE IN WATER VALLEY, 109 FEET NORTHEAST OF THE HIGHWAY MEDIAN
 CB0211'CENTER LINE, AND 1 FOOT WEST OF A SMALL ROCK CAIRN.  A C AND GS DISK
 CB0211'CEMENTED IN A DRILL HOLE IN A 2-FOOT BY 2-FOOT ROCK OUTCROP WHICH
 CB0211'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0212 ***********************************************************************
 CB0212  DESIGNATION -  V 110 RESET 1972
 CB0212  PID         -  CB0212
 CB0212  STATE/COUNTY-  TX/TOM GREEN
 CB0212  USGS QUAD   -  WATER VALLEY (1984)
 CB0212
 CB0212                         *CURRENT SURVEY CONTROL
 CB0212  ___________________________________________________________________
 CB0212* NAD 83(1986)-  31 40 45.     (N)    100 44 42.     (W)     SCALED    
 CB0212* NAVD 88     -       650.95   (meters)    2135.7    (feet)  RESET     
 CB0212  ___________________________________________________________________
 CB0212  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CB0212
 CB0212  VERT ORDER  -  THIRD
 CB0212
 CB0212.The horizontal coordinates were scaled from a topographic map and have
 CB0212.an estimated accuracy of +/- 6 seconds.
 CB0212
 CB0212.The orthometric height was computed from unverified reset data.
 CB0212
 CB0212.The geoid height was determined by GEOID03.
 CB0212
 CB0212;                    North         East    Units  Estimated Accuracy
 CB0212;SPC TX C     - 3,223,170.      660,970.      MT  (+/- 180 meters Scaled)
 CB0212
 CB0212                          SUPERSEDED SURVEY CONTROL
 CB0212
 CB0212.No superseded survey control is available for this station.
 CB0212
 CB0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA345061(NAD 83)
 CB0212_MARKER: DB = BENCH MARK DISK
 CB0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0212_SP_SET: CONCRETE BLOCK
 CB0212_STAMPING: V 110 RESET 1972
 CB0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0212
 CB0212  HISTORY     - Date     Condition        Report By
 CB0212  HISTORY     - 1972     MONUMENTED       TXHD
 CB0212
 CB0212                          STATION DESCRIPTION
 CB0212
 CB0212'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 CB0212'1.6 MI NW FROM WATER VALLEY.
 CB0212'1.6 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM WATER VALLEY, 144 FEET
 CB0212'PERPENDICULARLY DISTANT NORTHEAST OF ENGINEERS SURVEY LINE STATION
 CB0212'1037 + 78 AND SET IN THE TOP OF A 16 X 16 IN. CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0498 ***********************************************************************
 CC0498  DESIGNATION -  V 1100
 CC0498  PID         -  CC0498
 CC0498  STATE/COUNTY-  TX/REEVES
 CC0498  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0498
 CC0498                         *CURRENT SURVEY CONTROL
 CC0498  ___________________________________________________________________
 CC0498* NAD 83(1986)-  31 42 08.     (N)    103 41 44.     (W)     SCALED    
 CC0498* NAVD 88     -       818.641  (meters)    2685.82   (feet)  ADJUSTED  
 CC0498  ___________________________________________________________________
 CC0498  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CC0498  DYNAMIC HT  -         817.435 (meters)    2681.87  (feet)  COMP
 CC0498  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 CC0498
 CC0498  VERT ORDER  -  FIRST     CLASS II
 CC0498
 CC0498.The horizontal coordinates were scaled from a topographic map and have
 CC0498.an estimated accuracy of +/- 6 seconds.
 CC0498
 CC0498.The orthometric height was determined by differential leveling
 CC0498.and adjusted by the National Geodetic Survey in June 1991..
 CC0498
 CC0498.The geoid height was determined by GEOID03.
 CC0498
 CC0498.The dynamic height is computed by dividing the NAVD 88
 CC0498.geopotential number by the normal gravity value computed on the
 CC0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0498.degrees latitude (g = 980.6199 gals.).
 CC0498
 CC0498.The modeled gravity was interpolated from observed gravity values.
 CC0498
 CC0498;                    North         East    Units  Estimated Accuracy
 CC0498;SPC TX C     - 3,230,480.      381,330.      MT  (+/- 180 meters Scaled)
 CC0498
 CC0498                          SUPERSEDED SURVEY CONTROL
 CC0498
 CC0498  NGVD 29 (??/??/92)  818.224  (m)         2684.46   (f) ADJ UNCH    1 2
 CC0498
 CC0498.Superseded values are not recommended for survey control.
 CC0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0498.See file dsdata.txt to determine how the superseded data were derived.
 CC0498
 CC0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR236081(NAD 83)
 CC0498_MARKER: DB = BENCH MARK DISK
 CC0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0498_STAMPING: V 1100 1957
 CC0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0498+STABILITY: SURFACE MOTION
 CC0498
 CC0498  HISTORY     - Date     Condition        Report By
 CC0498  HISTORY     - 1957     MONUMENTED       CGS
 CC0498
 CC0498                          STATION DESCRIPTION
 CC0498
 CC0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0498'4.2 MI NW FROM ARNO.
 CC0498'ABOUT 4.2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0498'FROM THE SECTION FOREMANS HOUSE AT ARNO, 15 FEET SOUTHEAST OF MILEPOST
 CC0498'247, 41 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 12 1/2 FEET
 CC0498'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 3 FEET NORTHWEST OF A
 CC0498'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 CC0498'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0461 ***********************************************************************
 CC0461  DESIGNATION -  V 1101
 CC0461  PID         -  CC0461
 CC0461  STATE/COUNTY-  TX/REEVES
 CC0461  USGS QUAD   -  RED BLUFF (1968)
 CC0461
 CC0461                         *CURRENT SURVEY CONTROL
 CC0461  ___________________________________________________________________
 CC0461* NAD 83(1986)-  31 56 47.     (N)    103 59 31.     (W)     SCALED    
 CC0461* NAVD 88     -       883.533  (meters)    2898.72   (feet)  ADJUSTED  
 CC0461  ___________________________________________________________________
 CC0461  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CC0461  DYNAMIC HT  -         882.233 (meters)    2894.46  (feet)  COMP
 CC0461  MODELED GRAV-     979,139.4   (mgal)                       NAVD 88
 CC0461
 CC0461  VERT ORDER  -  FIRST     CLASS II
 CC0461
 CC0461.The horizontal coordinates were scaled from a topographic map and have
 CC0461.an estimated accuracy of +/- 6 seconds.
 CC0461
 CC0461.The orthometric height was determined by differential leveling
 CC0461.and adjusted by the National Geodetic Survey in June 1991..
 CC0461
 CC0461.The geoid height was determined by GEOID03.
 CC0461
 CC0461.The dynamic height is computed by dividing the NAVD 88
 CC0461.geopotential number by the normal gravity value computed on the
 CC0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0461.degrees latitude (g = 980.6199 gals.).
 CC0461
 CC0461.The modeled gravity was interpolated from observed gravity values.
 CC0461
 CC0461;                    North         East    Units  Estimated Accuracy
 CC0461;SPC TX C     - 3,258,420.      354,140.      MT  (+/- 180 meters Scaled)
 CC0461
 CC0461                          SUPERSEDED SURVEY CONTROL
 CC0461
 CC0461  NGVD 29 (??/??/92)  883.076  (m)         2897.23   (f) ADJ UNCH    1 2
 CC0461
 CC0461.Superseded values are not recommended for survey control.
 CC0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0461.See file dsdata.txt to determine how the superseded data were derived.
 CC0461
 CC0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER952349(NAD 83)
 CC0461_MARKER: DB = BENCH MARK DISK
 CC0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0461_STAMPING: V 1101 1957
 CC0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0461+STABILITY: SURFACE MOTION
 CC0461
 CC0461  HISTORY     - Date     Condition        Report By
 CC0461  HISTORY     - 1957     MONUMENTED       CGS
 CC0461
 CC0461                          STATION DESCRIPTION
 CC0461
 CC0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0461'9.8 MI NW FROM ORLA.
 CC0461'ABOUT 9.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0461'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 27 FEET SOUTHWEST OF
 CC0461'MILEPOST 221, 57 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET
 CC0461'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 CC0461'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0288 ***********************************************************************
 BP0288  DESIGNATION -  V 1102
 BP0288  PID         -  BP0288
 BP0288  STATE/COUNTY-  TX/BREWSTER
 BP0288  USGS QUAD   -  MARATHON (1983)
 BP0288
 BP0288                         *CURRENT SURVEY CONTROL
 BP0288  ___________________________________________________________________
 BP0288* NAD 83(1986)-  30 12 25.     (N)    103 14 47.     (W)     SCALED    
 BP0288* NAVD 88     -      1235.394  (meters)    4053.12   (feet)  ADJUSTED  
 BP0288  ___________________________________________________________________
 BP0288  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BP0288  DYNAMIC HT  -        1233.380 (meters)    4046.51  (feet)  COMP
 BP0288  MODELED GRAV-     978,969.0   (mgal)                       NAVD 88
 BP0288
 BP0288  VERT ORDER  -  FIRST     CLASS II
 BP0288
 BP0288.The horizontal coordinates were scaled from a topographic map and have
 BP0288.an estimated accuracy of +/- 6 seconds.
 BP0288
 BP0288.The orthometric height was determined by differential leveling
 BP0288.and adjusted by the National Geodetic Survey in June 1991..
 BP0288
 BP0288.The geoid height was determined by GEOID03.
 BP0288
 BP0288.The dynamic height is computed by dividing the NAVD 88
 BP0288.geopotential number by the normal gravity value computed on the
 BP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0288.degrees latitude (g = 980.6199 gals.).
 BP0288
 BP0288.The modeled gravity was interpolated from observed gravity values.
 BP0288
 BP0288;                    North         East    Units  Estimated Accuracy
 BP0288;SPC TXSC     - 4,270,490.      191,230.      MT  (+/- 180 meters Scaled)
 BP0288
 BP0288                          SUPERSEDED SURVEY CONTROL
 BP0288
 BP0288  NGVD 29 (??/??/92) 1234.981  (m)         4051.77   (f) ADJ UNCH    1 2
 BP0288
 BP0288.Superseded values are not recommended for survey control.
 BP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0288.See file dsdata.txt to determine how the superseded data were derived.
 BP0288
 BP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP687430(NAD 83)
 BP0288_MARKER: DB = BENCH MARK DISK
 BP0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0288_SP_SET: BUILDING
 BP0288_STAMPING: V 1102 1957
 BP0288_MARK LOGO: CGS   
 BP0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BP0288+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2004
 BP0288
 BP0288  HISTORY     - Date     Condition        Report By
 BP0288  HISTORY     - 1957     MONUMENTED       CGS
 BP0288  HISTORY     - 1981     GOOD             NGS
 BP0288  HISTORY     - 20010331 GOOD             NGS
 BP0288  HISTORY     - 20040227 GOOD             INDIV
 BP0288
 BP0288                          STATION DESCRIPTION
 BP0288
 BP0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0288'IN MARATHON.
 BP0288'AT MARATHON, 245 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE TEXAS
 BP0288'AND NEW ORLEANS RAILROAD STATION, SET VERTICALLY IN THE SOUTH FACE OF
 BP0288'THE ARCHWAY AT THE ENTRANCE TO THE LOBBY OF THE PARKWAY HOTEL, 48 FEET
 BP0288'NORTH OF THE CENTER LINE OF U. S. HIGHWAY 90, 6 FEET EAST OF THE
 BP0288'CENTER LINE OF THE ENTRANCE, AND ABOUT 4 FEET ABOVE THE GROUND.
 BP0288
 BP0288                          STATION RECOVERY (1981)
 BP0288
 BP0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0288'IN MARATHON, SET VERTICALLY IN THE SOUTH FACE OF THE ENTRANCE ARCHWAY
 BP0288'OF THE GAGE HOTEL, 16.5 METERS (54.1 FT) NORTH OF THE CENTERLINE OF
 BP0288'U.S. HIGHWAY 90 AND 1.8 METERS (5.9 FT) EAST OF THE CENTER OF THE
 BP0288'ENTRANCE.
 BP0288'THE MARK IS 1.2 M ABOVE THE GROUND.
 BP0288
 BP0288                          STATION RECOVERY (2001)
 BP0288
 BP0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0288'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BP0288
 BP0288                          STATION RECOVERY (2004)
 BP0288
 BP0288'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MBD)
 BP0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0142 ***********************************************************************
 BP0142  DESIGNATION -  V 1105
 BP0142  PID         -  BP0142
 BP0142  STATE/COUNTY-  TX/PECOS
 BP0142  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0142
 BP0142                         *CURRENT SURVEY CONTROL
 BP0142  ___________________________________________________________________
 BP0142* NAD 83(1986)-  30 08 28.     (N)    102 35 27.     (W)     SCALED    
 BP0142* NAVD 88     -       990.817  (meters)    3250.71   (feet)  ADJUSTED  
 BP0142  ___________________________________________________________________
 BP0142  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BP0142  DYNAMIC HT  -         989.257 (meters)    3245.59  (feet)  COMP
 BP0142  MODELED GRAV-     979,033.8   (mgal)                       NAVD 88
 BP0142
 BP0142  VERT ORDER  -  FIRST     CLASS II
 BP0142
 BP0142.The horizontal coordinates were scaled from a topographic map and have
 BP0142.an estimated accuracy of +/- 6 seconds.
 BP0142
 BP0142.The orthometric height was determined by differential leveling
 BP0142.and adjusted by the National Geodetic Survey in June 1991..
 BP0142
 BP0142.The geoid height was determined by GEOID03.
 BP0142
 BP0142.The dynamic height is computed by dividing the NAVD 88
 BP0142.geopotential number by the normal gravity value computed on the
 BP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0142.degrees latitude (g = 980.6199 gals.).
 BP0142
 BP0142.The modeled gravity was interpolated from observed gravity values.
 BP0142
 BP0142;                    North         East    Units  Estimated Accuracy
 BP0142;SPC TX C     - 3,054,800.      482,510.      MT  (+/- 180 meters Scaled)
 BP0142
 BP0142                          SUPERSEDED SURVEY CONTROL
 BP0142
 BP0142  NGVD 29 (??/??/92)  990.509  (m)         3249.69   (f) ADJ UNCH    1 2
 BP0142
 BP0142.Superseded values are not recommended for survey control.
 BP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0142.See file dsdata.txt to determine how the superseded data were derived.
 BP0142
 BP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP320368(NAD 83)
 BP0142_MARKER: DB = BENCH MARK DISK
 BP0142_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0142_SP_SET: 21 FEET
 BP0142_STAMPING: V 1105 1957
 BP0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0142
 BP0142  HISTORY     - Date     Condition        Report By
 BP0142  HISTORY     - 1957     MONUMENTED       CGS
 BP0142  HISTORY     - 1948     MARK NOT FOUND   USGS
 BP0142  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0142
 BP0142                          STATION DESCRIPTION
 BP0142
 BP0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0142'3.15 MI SE FROM LONGFELLOW.
 BP0142'ABOUT 3.15 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0142'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 103 FEET NORTHWEST OF
 BP0142'AND ACROSS THE TRACK FROM MILEPOST 529, 36 FEET NORTH OF THE NORTH
 BP0142'RAIL, 112 FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 90, 45 FEET
 BP0142'WEST OF A TELEPHONE POLE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 BP0142'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 BP0142'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 21 FEET AND
 BP0142'IS ENCASED IN A 4-INCH TILE PROJECTING 8 INCHES.
 BP0142
 BP0142                          STATION RECOVERY (1948)
 BP0142
 BP0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 BP0142'MARK NOT FOUND.
 BP0142
 BP0142                          STATION RECOVERY (1981)
 BP0142
 BP0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0142'THERE HAS BEEN A DRAINAGE DITCH GRADED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0060 ***********************************************************************
 BP0060  DESIGNATION -  V 1106
 BP0060  PID         -  BP0060
 BP0060  STATE/COUNTY-  TX/TERRELL
 BP0060  USGS QUAD   -  SANDERSON SE (1969)
 BP0060
 BP0060                         *CURRENT SURVEY CONTROL
 BP0060  ___________________________________________________________________
 BP0060* NAD 83(1986)-  30 04 57.     (N)    102 15 52.     (W)     SCALED    
 BP0060* NAVD 88     -       735.218  (meters)    2412.13   (feet)  ADJUSTED  
 BP0060  ___________________________________________________________________
 BP0060  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 BP0060  DYNAMIC HT  -         734.103 (meters)    2408.47  (feet)  COMP
 BP0060  MODELED GRAV-     979,100.7   (mgal)                       NAVD 88
 BP0060
 BP0060  VERT ORDER  -  FIRST     CLASS II
 BP0060
 BP0060.The horizontal coordinates were scaled from a topographic map and have
 BP0060.an estimated accuracy of +/- 6 seconds.
 BP0060
 BP0060.The orthometric height was determined by differential leveling
 BP0060.and adjusted by the National Geodetic Survey in June 1991..
 BP0060
 BP0060.The geoid height was determined by GEOID03.
 BP0060
 BP0060.The dynamic height is computed by dividing the NAVD 88
 BP0060.geopotential number by the normal gravity value computed on the
 BP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0060.degrees latitude (g = 980.6199 gals.).
 BP0060
 BP0060.The modeled gravity was interpolated from observed gravity values.
 BP0060
 BP0060;                    North         East    Units  Estimated Accuracy
 BP0060;SPC TXSC     - 4,253,670.      285,340.      MT  (+/- 180 meters Scaled)
 BP0060
 BP0060                          SUPERSEDED SURVEY CONTROL
 BP0060
 BP0060  NGVD 29 (??/??/92)  735.002  (m)         2411.42   (f) ADJ UNCH    1 2
 BP0060
 BP0060.Superseded values are not recommended for survey control.
 BP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0060.See file dsdata.txt to determine how the superseded data were derived.
 BP0060
 BP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP636310(NAD 83)
 BP0060_MARKER: DB = BENCH MARK DISK
 BP0060_SETTING: 66 = SET IN ROCK OUTCROP
 BP0060_SP_SET: ROCK LEDGE
 BP0060_STAMPING: V 1106 1957
 BP0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0060+STABILITY: POSITION/ELEVATION WELL
 BP0060
 BP0060  HISTORY     - Date     Condition        Report By
 BP0060  HISTORY     - 1957     MONUMENTED       CGS
 BP0060  HISTORY     - 1958     GOOD             NGS
 BP0060
 BP0060                          STATION DESCRIPTION
 BP0060
 BP0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0060'9.85 MI NW FROM DRYDEN.
 BP0060'ABOUT 9.85 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0060'FROM THE STATION AT DRYDEN, ABOUT 11.9 MILES SOUTHEAST OF THE STATION
 BP0060'AT SANDERSON, 38 1/2 FEET SOUTH OF MILEPOST 495, IN THE TOP OF A LARGE
 BP0060'ROCK LEDGE WHICH IS ON THE WEST SIDE OF A CANYON, 44 FEET SOUTHWEST OF
 BP0060'THE SOUTHWEST RAIL, AT THE SOUTHEAST END OF A DEEP ROCK CUT, AND ABOUT
 BP0060'5 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0318 ***********************************************************************
 AZ0318  DESIGNATION -  V 1107
 AZ0318  PID         -  AZ0318
 AZ0318  STATE/COUNTY-  TX/TERRELL
 AZ0318  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0318
 AZ0318                         *CURRENT SURVEY CONTROL
 AZ0318  ___________________________________________________________________
 AZ0318* NAD 83(1986)-  29 59 19.     (N)    101 55 47.     (W)     SCALED    
 AZ0318* NAVD 88     -       528.515  (meters)    1733.97   (feet)  ADJUSTED  
 AZ0318  ___________________________________________________________________
 AZ0318  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AZ0318  DYNAMIC HT  -         527.727 (meters)    1731.38  (feet)  COMP
 AZ0318  MODELED GRAV-     979,134.4   (mgal)                       NAVD 88
 AZ0318
 AZ0318  VERT ORDER  -  FIRST     CLASS II
 AZ0318
 AZ0318.The horizontal coordinates were scaled from a topographic map and have
 AZ0318.an estimated accuracy of +/- 6 seconds.
 AZ0318
 AZ0318.The orthometric height was determined by differential leveling
 AZ0318.and adjusted by the National Geodetic Survey in June 1991..
 AZ0318
 AZ0318.The geoid height was determined by GEOID03.
 AZ0318
 AZ0318.The dynamic height is computed by dividing the NAVD 88
 AZ0318.geopotential number by the normal gravity value computed on the
 AZ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0318.degrees latitude (g = 980.6199 gals.).
 AZ0318
 AZ0318.The modeled gravity was interpolated from observed gravity values.
 AZ0318
 AZ0318;                    North         East    Units  Estimated Accuracy
 AZ0318;SPC TXSC     - 4,242,410.      317,340.      MT  (+/- 180 meters Scaled)
 AZ0318
 AZ0318                          SUPERSEDED SURVEY CONTROL
 AZ0318
 AZ0318  NGVD 29 (??/??/92)  528.349  (m)         1733.42   (f) ADJ UNCH    1 2
 AZ0318
 AZ0318.Superseded values are not recommended for survey control.
 AZ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0318.See file dsdata.txt to determine how the superseded data were derived.
 AZ0318
 AZ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU173211(NAD 83)
 AZ0318_MARKER: DB = BENCH MARK DISK
 AZ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0318_STAMPING: V 1107 1957
 AZ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0318+STABILITY: SURFACE MOTION
 AZ0318
 AZ0318  HISTORY     - Date     Condition        Report By
 AZ0318  HISTORY     - 1957     MONUMENTED       CGS
 AZ0318  HISTORY     - 1958     GOOD             NGS
 AZ0318
 AZ0318                          STATION DESCRIPTION
 AZ0318
 AZ0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0318'13.45 MI SE FROM DRYDEN.
 AZ0318'ABOUT 13.45 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0318'FROM THE STATION AT DRYDEN, 17 FEET SOUTHEAST OF THE 9TH POLE EAST OF
 AZ0318'MILEPOST 472, 52 FEET SOUTH OF THE SOUTH RAIL, 26 FEET SOUTH OF THE
 AZ0318'SOUTH END OF A HAND CAR SETOFF, 4 FEET SOUTH OF THE SOUTH RIGHT OF WAY
 AZ0318'FENCE, 3 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 AZ0318'WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 10
 AZ0318'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0001 ***********************************************************************
 BQ0001  DESIGNATION -  V 1108
 BQ0001  PID         -  BQ0001
 BQ0001  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0001  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0001
 BQ0001                         *CURRENT SURVEY CONTROL
 BQ0001  ___________________________________________________________________
 BQ0001* NAD 83(1986)-  30 35 14.     (N)    104 29 48.     (W)     SCALED    
 BQ0001* NAVD 88     -      1351.264  (meters)    4433.27   (feet)  ADJUSTED  
 BQ0001  ___________________________________________________________________
 BQ0001  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BQ0001  DYNAMIC HT  -        1349.036 (meters)    4425.96  (feet)  COMP
 BQ0001  MODELED GRAV-     978,945.7   (mgal)                       NAVD 88
 BQ0001
 BQ0001  VERT ORDER  -  FIRST     CLASS II
 BQ0001
 BQ0001.The horizontal coordinates were scaled from a topographic map and have
 BQ0001.an estimated accuracy of +/- 6 seconds.
 BQ0001
 BQ0001.The orthometric height was determined by differential leveling
 BQ0001.and adjusted by the National Geodetic Survey in June 1991..
 BQ0001
 BQ0001.The geoid height was determined by GEOID03.
 BQ0001
 BQ0001.The dynamic height is computed by dividing the NAVD 88
 BQ0001.geopotential number by the normal gravity value computed on the
 BQ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0001.degrees latitude (g = 980.6199 gals.).
 BQ0001
 BQ0001.The modeled gravity was interpolated from observed gravity values.
 BQ0001
 BQ0001;                    North         East    Units  Estimated Accuracy
 BQ0001;SPC TX C     - 3,109,520.      300,810.      MT  (+/- 180 meters Scaled)
 BQ0001
 BQ0001                          SUPERSEDED SURVEY CONTROL
 BQ0001
 BQ0001  NGVD 29 (??/??/92) 1350.683  (m)         4431.37   (f) ADJ UNCH    1 2
 BQ0001
 BQ0001.Superseded values are not recommended for survey control.
 BQ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0001.See file dsdata.txt to determine how the superseded data were derived.
 BQ0001
 BQ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP482839(NAD 83)
 BQ0001_MARKER: DB = BENCH MARK DISK
 BQ0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0001_SP_SET: CONCRETE BASE
 BQ0001_STAMPING: V 1108 1957
 BQ0001_MARK LOGO: CGS   
 BQ0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0001
 BQ0001  HISTORY     - Date     Condition        Report By
 BQ0001  HISTORY     - 1957     MONUMENTED       CGS
 BQ0001  HISTORY     - 1981     GOOD             NGS
 BQ0001  HISTORY     - 19961009 GOOD             USPSQD
 BQ0001
 BQ0001                          STATION DESCRIPTION
 BQ0001
 BQ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0001'0.2 MI NW FROM VALENTINE.
 BQ0001'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0001'THE STATION AT VALENTINE, 40 FEET SOUTH OF MILEPOST 668, IN THE TOP OF
 BQ0001'THE WEST CORNER OF THE CONCRETE BASE OF THE SOUTHWEST ONE OF THE 2
 BQ0001'NORTHWEST LEGS OF THE NORTHWESTERLY ONE OF 2 WATER TOWERS, 70 FEET
 BQ0001'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND 6 INCHES ABOVE
 BQ0001'THE GROUND.
 BQ0001
 BQ0001                          STATION RECOVERY (1981)
 BQ0001
 BQ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0001'IN VALENTINE, IN TOP OF THE WEST CORNER OF THE CONCRETE BASE OF THE
 BQ0001'SOUTHWEST ONE OF THE TWO NORTHWEST LEGS OF THE OLD SOUTHERN PACIFIC
 BQ0001'RAILROAD WATER TANK, 14.9 METERS (49.0 FT) EAST-NORTHEAST OF RAILROAD
 BQ0001'MILE POST 668, AND 12.2 METERS (40.0 FT) NORTHEAST OF THE NEAR RAIL.
 BQ0001'THE MARK IS 0.3 M ABOVE THE GROUND.
 BQ0001
 BQ0001                          STATION RECOVERY (1996)
 BQ0001
 BQ0001'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0016 ***********************************************************************
 BQ0016  DESIGNATION -  V 1109 RESET 1958
 BQ0016  PID         -  BQ0016
 BQ0016  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0016  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0016
 BQ0016                         *CURRENT SURVEY CONTROL
 BQ0016  ___________________________________________________________________
 BQ0016* NAD 83(1986)-  30 31 44.     (N)    104 25 25.     (W)     SCALED    
 BQ0016* NAVD 88     -      1395.259  (meters)    4577.61   (feet)  ADJUSTED  
 BQ0016  ___________________________________________________________________
 BQ0016  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BQ0016  DYNAMIC HT  -        1392.942 (meters)    4570.01  (feet)  COMP
 BQ0016  MODELED GRAV-     978,932.0   (mgal)                       NAVD 88
 BQ0016
 BQ0016  VERT ORDER  -  FIRST     CLASS II
 BQ0016
 BQ0016.The horizontal coordinates were scaled from a topographic map and have
 BQ0016.an estimated accuracy of +/- 6 seconds.
 BQ0016
 BQ0016.The orthometric height was determined by differential leveling
 BQ0016.and adjusted by the National Geodetic Survey in June 1991..
 BQ0016
 BQ0016.The geoid height was determined by GEOID03.
 BQ0016
 BQ0016.The dynamic height is computed by dividing the NAVD 88
 BQ0016.geopotential number by the normal gravity value computed on the
 BQ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0016.degrees latitude (g = 980.6199 gals.).
 BQ0016
 BQ0016.The modeled gravity was interpolated from observed gravity values.
 BQ0016
 BQ0016;                    North         East    Units  Estimated Accuracy
 BQ0016;SPC TX C     - 3,102,800.      307,580.      MT  (+/- 180 meters Scaled)
 BQ0016
 BQ0016                          SUPERSEDED SURVEY CONTROL
 BQ0016
 BQ0016.No superseded survey control is available for this station.
 BQ0016
 BQ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP552775(NAD 83)
 BQ0016_MARKER: DB = BENCH MARK DISK
 BQ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0016_STAMPING: V 1109 RESET 1958
 BQ0016_MARK LOGO: CGS   
 BQ0016_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0016+STABILITY: SURFACE MOTION
 BQ0016
 BQ0016  HISTORY     - Date     Condition        Report By
 BQ0016  HISTORY     - 1958     MONUMENTED       CGS
 BQ0016  HISTORY     - 1981     GOOD             NGS
 BQ0016  HISTORY     - 19961009 GOOD             USPSQD
 BQ0016
 BQ0016                          STATION DESCRIPTION
 BQ0016
 BQ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0016'5.8 MI SE FROM VALENTINE.
 BQ0016'ABOUT 5.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0016'FROM THE STATION AT VALENTINE, 8 1/2 FEET NORTHWEST OF MILEPOST 662,
 BQ0016'42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 116 FEET NORTHEAST OF THE
 BQ0016'CENTER LINE OF U. S. HIGHWAY 90, 5 RAILS SOUTHEAST OF A WOODEN BRIDGE,
 BQ0016'2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 BQ0016'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0016'PROJECTING 6 INCHES.
 BQ0016
 BQ0016                          STATION RECOVERY (1981)
 BQ0016
 BQ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0016'10.0 KM (6.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0016'IN VALENTINE, 1.6 KM (1.0 MI) NORTHWEST OF THE JUNCTION OF RANCH ROAD
 BQ0016'505, 38.4 METERS (126.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 BQ0016'HIGHWAY, 12.8 METERS (42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0016'SOUTHERN PACIFIC RAILROAD, AND 2.6 METERS (8.5 FT) NORTHWEST OF
 BQ0016'RAILROAD MILE POST 662.
 BQ0016'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0016'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0016
 BQ0016                          STATION RECOVERY (1996)
 BQ0016
 BQ0016'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0524 ***********************************************************************
 CU0524  DESIGNATION -  V 111
 CU0524  PID         -  CU0524
 CU0524  STATE/COUNTY-  TX/HOWARD
 CU0524  USGS QUAD   -  LEES (1971)
 CU0524
 CU0524                         *CURRENT SURVEY CONTROL
 CU0524  ___________________________________________________________________
 CU0524* NAD 83(1986)-  32 03 47.     (N)    101 23 29.     (W)     SCALED    
 CU0524* NAVD 88     -       795.437  (meters)    2609.70   (feet)  ADJUSTED  
 CU0524  ___________________________________________________________________
 CU0524  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 CU0524  DYNAMIC HT  -         794.341 (meters)    2606.10  (feet)  COMP
 CU0524  MODELED GRAV-     979,236.2   (mgal)                       NAVD 88
 CU0524
 CU0524  VERT ORDER  -  FIRST     CLASS II
 CU0524
 CU0524.The horizontal coordinates were scaled from a topographic map and have
 CU0524.an estimated accuracy of +/- 6 seconds.
 CU0524
 CU0524.The orthometric height was determined by differential leveling
 CU0524.and adjusted by the National Geodetic Survey in June 1991..
 CU0524
 CU0524.The geoid height was determined by GEOID03.
 CU0524
 CU0524.The dynamic height is computed by dividing the NAVD 88
 CU0524.geopotential number by the normal gravity value computed on the
 CU0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0524.degrees latitude (g = 980.6199 gals.).
 CU0524
 CU0524.The modeled gravity was interpolated from observed gravity values.
 CU0524
 CU0524;                    North         East    Units  Estimated Accuracy
 CU0524;SPC TXNC     - 2,047,710.      327,000.      MT  (+/- 180 meters Scaled)
 CU0524
 CU0524                          SUPERSEDED SURVEY CONTROL
 CU0524
 CU0524  NGVD 29 (??/??/92)  795.182  (m)         2608.86   (f) ADJ UNCH    1 2
 CU0524
 CU0524.Superseded values are not recommended for survey control.
 CU0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0524.See file dsdata.txt to determine how the superseded data were derived.
 CU0524
 CU0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA742499(NAD 83)
 CU0524_MARKER: DB = BENCH MARK DISK
 CU0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0524_STAMPING: 2608.860 V 111 1933
 CU0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0524+STABILITY: SURFACE MOTION
 CU0524
 CU0524  HISTORY     - Date     Condition        Report By
 CU0524  HISTORY     - 1933     MONUMENTED       CGS
 CU0524  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0524
 CU0524                          STATION DESCRIPTION
 CU0524
 CU0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CU0524'18.0 MI SE FROM BIG SPRING.
 CU0524'18.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM BIG SPRING, HOWARD
 CU0524'COUNTY, 3.4 MILES SOUTHEAST OF PANTHER DRAW SCHOOL, ON THE OLD
 CU0524'HIGHWAY, 600 FEET EAST OF THE ENTRANCE TO AN OIL WELL SUPPLY STATION,
 CU0524'AND 37 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY.  A STANDARD
 CU0524'DISK, STAMPED 2608.860 V 111 1933 AND SET IN THE TOP OF A CONCRETE
 CU0524'POST PROJECTING 8 INCHES ABOVE GROUND.
 CU0524
 CU0524                          STATION RECOVERY (1970)
 CU0524
 CU0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0291 ***********************************************************************
 AZ0291  DESIGNATION -  V 1110
 AZ0291  PID         -  AZ0291
 AZ0291  STATE/COUNTY-  TX/VAL VERDE
 AZ0291  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0291
 AZ0291                         *CURRENT SURVEY CONTROL
 AZ0291  ___________________________________________________________________
 AZ0291* NAD 83(1986)-  29 24 30.     (N)    101 01 54.     (W)     SCALED    
 AZ0291* NAVD 88     -       287.408  (meters)     942.94   (feet)  POSTED    
 AZ0291  ___________________________________________________________________
 AZ0291  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0291  DYNAMIC HT  -         286.990 (meters)     941.57  (feet)  COMP
 AZ0291  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 AZ0291
 AZ0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0291
 AZ0291.The horizontal coordinates were scaled from a topographic map and have
 AZ0291.an estimated accuracy of +/- 6 seconds.
 AZ0291
 AZ0291.The orthometric height was determined by differential leveling
 AZ0291.and adjusted by the National Geodetic Survey in 1992..
 AZ0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0291.rate of 0.0 thru 1.0 mm/km.
 AZ0291
 AZ0291.The geoid height was determined by GEOID03.
 AZ0291
 AZ0291.The dynamic height is computed by dividing the NAVD 88
 AZ0291.geopotential number by the normal gravity value computed on the
 AZ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0291.degrees latitude (g = 980.6199 gals.).
 AZ0291
 AZ0291.The modeled gravity was interpolated from observed gravity values.
 AZ0291
 AZ0291;                    North         East    Units  Estimated Accuracy
 AZ0291;SPC TXSC     - 4,176,260.      402,860.      MT  (+/- 180 meters Scaled)
 AZ0291
 AZ0291                          SUPERSEDED SURVEY CONTROL
 AZ0291
 AZ0291  NGVD 29 (??/??/92)  287.346  (m)          942.73   (f) ADJ UNCH    1 2
 AZ0291
 AZ0291.Superseded values are not recommended for survey control.
 AZ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0291.See file dsdata.txt to determine how the superseded data were derived.
 AZ0291
 AZ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT028549(NAD 83)
 AZ0291_MARKER: DB = BENCH MARK DISK
 AZ0291_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0291_SP_SET: LEDGE
 AZ0291_STAMPING: V 1110 1957
 AZ0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0291+STABILITY: POSITION/ELEVATION WELL
 AZ0291
 AZ0291  HISTORY     - Date     Condition        Report By
 AZ0291  HISTORY     - 1957     MONUMENTED       CGS
 AZ0291  HISTORY     - 1958     GOOD             NGS
 AZ0291
 AZ0291                          STATION DESCRIPTION
 AZ0291
 AZ0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0291'9.4 MI NW FROM DEL RIO.
 AZ0291'ABOUT 9.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0291'FROM THE STATION AT DEL RIO, 11 FEET SOUTHWEST OF MILEPOST 388, IN THE
 AZ0291'TOP OF A ROCK LEDGE, 9 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 AZ0291'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0257 ***********************************************************************
 AZ0257  DESIGNATION -  V 1111
 AZ0257  PID         -  AZ0257
 AZ0257  STATE/COUNTY-  TX/VAL VERDE
 AZ0257  USGS QUAD   -  COMSTOCK (1972)
 AZ0257
 AZ0257                         *CURRENT SURVEY CONTROL
 AZ0257  ___________________________________________________________________
 AZ0257* NAD 83(1986)-  29 41 39.     (N)    101 11 54.     (W)     SCALED    
 AZ0257* NAVD 88     -       464.059  (meters)    1522.50   (feet)  ADJUSTED  
 AZ0257  ___________________________________________________________________
 AZ0257  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0257  DYNAMIC HT  -         463.380 (meters)    1520.27  (feet)  COMP
 AZ0257  MODELED GRAV-     979,164.5   (mgal)                       NAVD 88
 AZ0257
 AZ0257  VERT ORDER  -  FIRST     CLASS II
 AZ0257
 AZ0257.The horizontal coordinates were scaled from a topographic map and have
 AZ0257.an estimated accuracy of +/- 6 seconds.
 AZ0257
 AZ0257.The orthometric height was determined by differential leveling
 AZ0257.and adjusted by the National Geodetic Survey in June 1991..
 AZ0257
 AZ0257.The geoid height was determined by GEOID03.
 AZ0257
 AZ0257.The dynamic height is computed by dividing the NAVD 88
 AZ0257.geopotential number by the normal gravity value computed on the
 AZ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0257.degrees latitude (g = 980.6199 gals.).
 AZ0257
 AZ0257.The modeled gravity was interpolated from observed gravity values.
 AZ0257
 AZ0257;                    North         East    Units  Estimated Accuracy
 AZ0257;SPC TXSC     - 4,208,230.      387,280.      MT  (+/- 180 meters Scaled)
 AZ0257
 AZ0257                          SUPERSEDED SURVEY CONTROL
 AZ0257
 AZ0257  NGVD 29 (??/??/92)  463.945  (m)         1522.13   (f) ADJ UNCH    1 2
 AZ0257
 AZ0257.Superseded values are not recommended for survey control.
 AZ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0257.See file dsdata.txt to determine how the superseded data were derived.
 AZ0257
 AZ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT873869(NAD 83)
 AZ0257_MARKER: DB = BENCH MARK DISK
 AZ0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0257_SP_SET: ABUTMENT
 AZ0257_STAMPING: V 1111 1957
 AZ0257_MARK LOGO: CGS   
 AZ0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0257
 AZ0257  HISTORY     - Date     Condition        Report By
 AZ0257  HISTORY     - 1957     MONUMENTED       CGS
 AZ0257  HISTORY     - 1958     GOOD             NGS
 AZ0257  HISTORY     - 1981     SEE DESCRIPTION  NGS
 AZ0257
 AZ0257                          STATION DESCRIPTION
 AZ0257
 AZ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0257'1.75 MI W FROM COMSTOCK.
 AZ0257'ABOUT 1.75 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0257'THE STATION AT COMSTOCK, 11 POLES WEST OF MILEPOST 415, IN THE TOP OF
 AZ0257'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE, 5 FEET SOUTH
 AZ0257'OF THE SOUTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 AZ0257
 AZ0257                          STATION RECOVERY (1981)
 AZ0257
 AZ0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0257'0.2 KM (0.1 MI) SOUTH ALONG A PAVED STREET FROM THE JUNCTION OF U.S.
 AZ0257'HIGHWAY 90 AND STATE HIGHWAY 163 IN COMSTOCK, THENCE 2.9 KM (1.8 MI)
 AZ0257'NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, IN THE TOP OF THE
 AZ0257'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A RAILROAD BRIDGE, 1.5
 AZ0257'METERS (5.0 FT) SOUTHEAST OF THE NEAR RAIL.  NOTE=THIS MARK IS UNDER A
 AZ0257'RAILROAD TIE AND WILL NOT BE LEVELED TO DURING THE 1981 LEVELING AND
 AZ0257'THE STAMPING COULD NOT BE READ.
 AZ0257'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0230 ***********************************************************************
 CD0230  DESIGNATION -  V 1112 RESET 1958
 CD0230  PID         -  CD0230
 CD0230  STATE/COUNTY-  TX/CULBERSON
 CD0230  USGS QUAD   -  VAN HORN (1979)
 CD0230
 CD0230                         *CURRENT SURVEY CONTROL
 CD0230  ___________________________________________________________________
 CD0230* NAD 83(1986)-  31 01 33.     (N)    104 49 46.     (W)     SCALED    
 CD0230* NAVD 88     -      1224.539  (meters)    4017.51   (feet)  ADJUSTED  
 CD0230  ___________________________________________________________________
 CD0230  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CD0230  DYNAMIC HT  -        1222.609 (meters)    4011.18  (feet)  COMP
 CD0230  MODELED GRAV-     979,022.1   (mgal)                       NAVD 88
 CD0230
 CD0230  VERT ORDER  -  FIRST     CLASS II
 CD0230
 CD0230.The horizontal coordinates were scaled from a topographic map and have
 CD0230.an estimated accuracy of +/- 6 seconds.
 CD0230
 CD0230.The orthometric height was determined by differential leveling
 CD0230.and adjusted by the National Geodetic Survey in June 1991..
 CD0230
 CD0230.The geoid height was determined by GEOID03.
 CD0230
 CD0230.The dynamic height is computed by dividing the NAVD 88
 CD0230.geopotential number by the normal gravity value computed on the
 CD0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0230.degrees latitude (g = 980.6199 gals.).
 CD0230
 CD0230.The modeled gravity was interpolated from observed gravity values.
 CD0230
 CD0230;                    North         East    Units  Estimated Accuracy
 CD0230;SPC TX C     - 3,159,340.      270,890.      MT  (+/- 180 meters Scaled)
 CD0230
 CD0230                          SUPERSEDED SURVEY CONTROL
 CD0230
 CD0230.No superseded survey control is available for this station.
 CD0230
 CD0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ162324(NAD 83)
 CD0230_MARKER: DB = BENCH MARK DISK
 CD0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0230_STAMPING: V 1112 RESET 1958
 CD0230_MARK LOGO: CGS   
 CD0230_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0230+STABILITY: SURFACE MOTION
 CD0230
 CD0230  HISTORY     - Date     Condition        Report By
 CD0230  HISTORY     - 1958     MONUMENTED       CGS
 CD0230  HISTORY     - 1981     GOOD             NGS
 CD0230
 CD0230                          STATION DESCRIPTION
 CD0230
 CD0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0230'1.2 MI S FROM VAN HORN.
 CD0230'ABOUT 0.1 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0230'STATION AT VAN HORN, THENCE ABOUT 0.05 MILE SOUTH ALONG A STREET TO
 CD0230'THE JUNCTION OF U. S. HIGHWAYS 80 AND 90, THENCE ABOUT 1.05 MILES
 CD0230'SOUTH-SOUTHEAST ALONG U. S. HIGHWAY 90, 60 FEET EAST-NORTHEAST OF THE
 CD0230'CENTER LINE OF THE HIGHWAY, 45 YARDS NORTH OF A CULVERT, 6 FEET SOUTH
 CD0230'OF A TELEPHONE POLE, 2 1/2 FEET NORTH OF A CONCRETE WITNESS POST,
 CD0230'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CD0230'CONCRETE POST PROJECTING 6 INCHES.
 CD0230
 CD0230                          STATION RECOVERY (1981)
 CD0230
 CD0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0230'1.2 KM (0.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 CD0230'WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 0.2 KM (0.1 MI) SOUTHWEST OF A
 CD0230'RADIO TOWER, 97.5 METERS (320.0 FT) SOUTH OF A PRIVATE DRIVEWAY
 CD0230'LEADING EAST TO 5 MOBILE HOMES, 54.0 METERS (180.0 FT) NORTH OF A
 CD0230'PRIVATE DRIVEWAY LEADING EAST TO A MOBILE HOME, 41.2 METERS (135.0 FT)
 CD0230'NORTH OF THE NORTH CORNER OF A 2X4 FOOT BOX CULVERT, AND 18.3 METERS
 CD0230'(60.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CD0230'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CD0230'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0354 ***********************************************************************
 AZ0354  DESIGNATION -  V 1113
 AZ0354  PID         -  AZ0354
 AZ0354  STATE/COUNTY-  TX/VAL VERDE
 AZ0354  USGS QUAD   -  PUMPVILLE (1980)
 AZ0354
 AZ0354                         *CURRENT SURVEY CONTROL
 AZ0354  ___________________________________________________________________
 AZ0354* NAD 83(1986)-  29 53 28.     (N)    101 39 09.     (W)     SCALED    
 AZ0354* NAVD 88     -       484.685  (meters)    1590.17   (feet)  ADJUSTED  
 AZ0354  ___________________________________________________________________
 AZ0354  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AZ0354  DYNAMIC HT  -         483.956 (meters)    1587.78  (feet)  COMP
 AZ0354  MODELED GRAV-     979,123.3   (mgal)                       NAVD 88
 AZ0354
 AZ0354  VERT ORDER  -  FIRST     CLASS II
 AZ0354
 AZ0354.The horizontal coordinates were scaled from a topographic map and have
 AZ0354.an estimated accuracy of +/- 6 seconds.
 AZ0354
 AZ0354.The orthometric height was determined by differential leveling
 AZ0354.and adjusted by the National Geodetic Survey in June 1991..
 AZ0354
 AZ0354.The geoid height was determined by GEOID03.
 AZ0354
 AZ0354.The dynamic height is computed by dividing the NAVD 88
 AZ0354.geopotential number by the normal gravity value computed on the
 AZ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0354.degrees latitude (g = 980.6199 gals.).
 AZ0354
 AZ0354.The modeled gravity was interpolated from observed gravity values.
 AZ0354
 AZ0354;                    North         East    Units  Estimated Accuracy
 AZ0354;SPC TXSC     - 4,230,970.      343,840.      MT  (+/- 180 meters Scaled)
 AZ0354
 AZ0354                          SUPERSEDED SURVEY CONTROL
 AZ0354
 AZ0354  NGVD 29 (??/??/92)  484.539  (m)         1589.69   (f) ADJ UNCH    1 2
 AZ0354
 AZ0354.Superseded values are not recommended for survey control.
 AZ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0354.See file dsdata.txt to determine how the superseded data were derived.
 AZ0354
 AZ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU438096(NAD 83)
 AZ0354_MARKER: DB = BENCH MARK DISK
 AZ0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0354_SP_SET: CULVERT
 AZ0354_STAMPING: V 1113 1957
 AZ0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0354
 AZ0354  HISTORY     - Date     Condition        Report By
 AZ0354  HISTORY     - 1957     MONUMENTED       CGS
 AZ0354  HISTORY     - 1958     GOOD             NGS
 AZ0354
 AZ0354                          STATION DESCRIPTION
 AZ0354
 AZ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0354'7.55 MI NW FROM LANGTRY.
 AZ0354'ABOUT 7.55 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0354'FROM THE STATION AT LANGTRY, 11 POLES WEST OF MILEPOST 450, IN THE TOP
 AZ0354'AND CENTER OF THE SOUTH CONCRETE HEAD WALL OF A LARGE DOUBLE CHANNEL
 AZ0354'CULVERT, 13 FEET SOUTH OF THE SOUTH RAIL, 42 FEET NORTHEAST OF A
 AZ0354'TELEPHONE POLE, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0513 ***********************************************************************
 BP0513  DESIGNATION -  V 1115
 BP0513  PID         -  BP0513
 BP0513  STATE/COUNTY-  TX/REEVES
 BP0513  USGS QUAD   -  TOYAHVALE (1972)
 BP0513
 BP0513                         *CURRENT SURVEY CONTROL
 BP0513  ___________________________________________________________________
 BP0513* NAD 83(1986)-  30 57 20.     (N)    103 46 05.     (W)     SCALED    
 BP0513* NAVD 88     -       999.424  (meters)    3278.94   (feet)  POSTED    
 BP0513  ___________________________________________________________________
 BP0513  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 BP0513  DYNAMIC HT  -         997.900 (meters)    3273.94  (feet)  COMP
 BP0513  MODELED GRAV-     979,082.6   (mgal)                       NAVD 88
 BP0513
 BP0513  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0513
 BP0513.The horizontal coordinates were scaled from a topographic map and have
 BP0513.an estimated accuracy of +/- 6 seconds.
 BP0513
 BP0513.The orthometric height was determined by differential leveling
 BP0513.and adjusted by the National Geodetic Survey in 1992..
 BP0513.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0513.rate of 2.1 thru 3.0 mm/km.
 BP0513
 BP0513.The geoid height was determined by GEOID03.
 BP0513
 BP0513.The dynamic height is computed by dividing the NAVD 88
 BP0513.geopotential number by the normal gravity value computed on the
 BP0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0513.degrees latitude (g = 980.6199 gals.).
 BP0513
 BP0513.The modeled gravity was interpolated from observed gravity values.
 BP0513
 BP0513;                    North         East    Units  Estimated Accuracy
 BP0513;SPC TX C     - 3,147,950.      371,910.      MT  (+/- 180 meters Scaled)
 BP0513
 BP0513                          SUPERSEDED SURVEY CONTROL
 BP0513
 BP0513  NGVD 29 (??/??/92)  999.101  (m)         3277.88   (f) ADJ UNCH    2 0
 BP0513
 BP0513.Superseded values are not recommended for survey control.
 BP0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0513.See file dsdata.txt to determine how the superseded data were derived.
 BP0513
 BP0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ176253(NAD 83)
 BP0513_MARKER: DB = BENCH MARK DISK
 BP0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0513_SP_SET: CULVERT
 BP0513_STAMPING: V 1115 1958
 BP0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0513
 BP0513  HISTORY     - Date     Condition        Report By
 BP0513  HISTORY     - 1958     MONUMENTED       CGS
 BP0513  HISTORY     - 19961011 GOOD             USPSQD
 BP0513
 BP0513                          STATION DESCRIPTION
 BP0513
 BP0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0513'1.45 MI NE FROM TOYAHVALE.
 BP0513'ABOUT 1.45 MILES NORTHEAST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 17
 BP0513'FROM THE POST OFFICE AT TOYAHVALE, IN THE TOP AND CENTER OF THE WEST
 BP0513'CONCRETE HEAD WALL OF A CULVERT, 26 FEET WEST OF THE CENTER LINE OF
 BP0513'THE HIGHWAY, 0.1 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING
 BP0513'EAST, ON THE INSIDE OF A LONG CURVE WITH TANGENTS NORTHWEST AND
 BP0513'SOUTHWEST, 1 1/2 FEET ABOVE THE HIGHWAY SHOULDER, AND ABOUT LEVEL WITH
 BP0513'THE CENTER OF THE HIGHWAY.
 BP0513
 BP0513                          STATION RECOVERY (1996)
 BP0513
 BP0513'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0379 ***********************************************************************
 BO0379  DESIGNATION -  V 1116
 BO0379  PID         -  BO0379
 BO0379  STATE/COUNTY-  TX/TERRELL
 BO0379  USGS QUAD   -  HORSEHEAD CANYON (1967)
 BO0379
 BO0379                         *CURRENT SURVEY CONTROL
 BO0379  ___________________________________________________________________
 BO0379* NAD 83(1986)-  30 33 29.     (N)    101 54 18.     (W)     SCALED    
 BO0379* NAVD 88     -       716.231  (meters)    2349.83   (feet)  ADJUSTED  
 BO0379  ___________________________________________________________________
 BO0379  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BO0379  DYNAMIC HT  -         715.169 (meters)    2346.35  (feet)  COMP
 BO0379  MODELED GRAV-     979,134.7   (mgal)                       NAVD 88
 BO0379
 BO0379  VERT ORDER  -  SECOND    CLASS 0
 BO0379
 BO0379.The horizontal coordinates were scaled from a topographic map and have
 BO0379.an estimated accuracy of +/- 6 seconds.
 BO0379
 BO0379.The orthometric height was determined by differential leveling
 BO0379.and adjusted by the National Geodetic Survey in June 1991..
 BO0379
 BO0379.The geoid height was determined by GEOID03.
 BO0379
 BO0379.The dynamic height is computed by dividing the NAVD 88
 BO0379.geopotential number by the normal gravity value computed on the
 BO0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0379.degrees latitude (g = 980.6199 gals.).
 BO0379
 BO0379.The modeled gravity was interpolated from observed gravity values.
 BO0379
 BO0379;                    North         East    Units  Estimated Accuracy
 BO0379;SPC TXSC     - 4,305,460.      321,290.      MT  (+/- 180 meters Scaled)
 BO0379
 BO0379                          SUPERSEDED SURVEY CONTROL
 BO0379
 BO0379  NGVD 29 (??/??/92)  715.995  (m)         2349.06   (f) ADJ UNCH    2 0
 BO0379
 BO0379.Superseded values are not recommended for survey control.
 BO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0379.See file dsdata.txt to determine how the superseded data were derived.
 BO0379
 BO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU213842(NAD 83)
 BO0379_MARKER: DB = BENCH MARK DISK
 BO0379_SETTING: 66 = SET IN ROCK OUTCROP
 BO0379_SP_SET: OUTCROP
 BO0379_STAMPING: V 1116 1958
 BO0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0379+STABILITY: POSITION/ELEVATION WELL
 BO0379
 BO0379  HISTORY     - Date     Condition        Report By
 BO0379  HISTORY     - 1958     MONUMENTED       CGS
 BO0379  HISTORY     - 1967     MARK NOT FOUND   NGS
 BO0379
 BO0379                          STATION DESCRIPTION
 BO0379
 BO0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0379'13.7 MI S FROM SHEFFIELD.
 BO0379'ABOUT 13.7 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE AT
 BO0379'SHEFFIELD, IN THE TOP OF A LARGE SLOPING ROCK OUTCROP, 127 FEET
 BO0379'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 308 FEET SOUTHEAST OF THE
 BO0379'CENTER LINE OF A GRADED DIRT ROAD LEADING WEST, ON THE SOUTHEAST SIDE
 BO0379'OF A DEEP RAVINE, ON THE NORTHWEST SLOPE OF A STEEP HILL, AND ABOUT 5
 BO0379'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BO0379
 BO0379                          STATION RECOVERY (1967)
 BO0379
 BO0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BO0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0283 ***********************************************************************
 CD0283  DESIGNATION -  V 1117
 CD0283  PID         -  CD0283
 CD0283  STATE/COUNTY-  TX/HUDSPETH
 CD0283  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0283
 CD0283                         *CURRENT SURVEY CONTROL
 CD0283  ___________________________________________________________________
 CD0283* NAD 83(1986)-  31 45 26.     (N)    104 57 48.     (W)     SCALED    
 CD0283* NAVD 88     -      1114.761  (meters)    3657.34   (feet)  ADJUSTED  
 CD0283  ___________________________________________________________________
 CD0283  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CD0283  DYNAMIC HT  -        1113.076 (meters)    3651.82  (feet)  COMP
 CD0283  MODELED GRAV-     979,090.6   (mgal)                       NAVD 88
 CD0283
 CD0283  VERT ORDER  -  FIRST     CLASS I
 CD0283
 CD0283.The horizontal coordinates were scaled from a topographic map and have
 CD0283.an estimated accuracy of +/- 6 seconds.
 CD0283
 CD0283.The orthometric height was determined by differential leveling
 CD0283.and adjusted by the National Geodetic Survey in June 1991..
 CD0283
 CD0283.The geoid height was determined by GEOID03.
 CD0283
 CD0283.The dynamic height is computed by dividing the NAVD 88
 CD0283.geopotential number by the normal gravity value computed on the
 CD0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0283.degrees latitude (g = 980.6199 gals.).
 CD0283
 CD0283.The modeled gravity was interpolated from observed gravity values.
 CD0283
 CD0283;                    North         East    Units  Estimated Accuracy
 CD0283;SPC TX C     - 3,240,880.      261,490.      MT  (+/- 180 meters Scaled)
 CD0283
 CD0283                          SUPERSEDED SURVEY CONTROL
 CD0283
 CD0283  NGVD 29 (??/??/92) 1114.214  (m)         3655.55   (f) ADJ UNCH    1 1
 CD0283
 CD0283.Superseded values are not recommended for survey control.
 CD0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0283.See file dsdata.txt to determine how the superseded data were derived.
 CD0283
 CD0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER034135(NAD 83)
 CD0283_MARKER: DB = BENCH MARK DISK
 CD0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0283_STAMPING: V 1117 1958
 CD0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0283+STABILITY: SURFACE MOTION
 CD0283
 CD0283  HISTORY     - Date     Condition        Report By
 CD0283  HISTORY     - 1958     MONUMENTED       CGS
 CD0283  HISTORY     - 1976     GOOD             NGS
 CD0283  HISTORY     - 1977     GOOD             NGS
 CD0283
 CD0283                          STATION DESCRIPTION
 CD0283
 CD0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0283'86.55 MI E FROM EL PASO.
 CD0283'ABOUT 86.55 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0283'JUNCTION OF LOOP 16 AT EL PASO, 69 FEET SOUTH OF THE CENTER LINE OF
 CD0283'THE HIGHWAY, 16 FEET EAST OF A TELEPHONE POLE AND IN LINE WITH THE ROW
 CD0283'OF TELEPHONE POLES, 20 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 CD0283'CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 CD0283'AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CD0283
 CD0283                          STATION RECOVERY (1976)
 CD0283
 CD0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0283'RECOVERED IN GOOD CONDITION.
 CD0283
 CD0283                          STATION RECOVERY (1977)
 CD0283
 CD0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0283'16.4 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0283'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 68.5 FT.
 CD0283'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16 FT. EAST OF A
 CD0283'TELEPHONE POLE, 21 FT. NORTH OF A RIGHT OF WAY FENCE.
 CD0283'NOTE=WITNESS POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0664 ***********************************************************************
 CD0664  DESIGNATION -  V 1118
 CD0664  PID         -  CD0664
 CD0664  STATE/COUNTY-  TX/HUDSPETH
 CD0664  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0664
 CD0664                         *CURRENT SURVEY CONTROL
 CD0664  ___________________________________________________________________
 CD0664* NAD 83(1986)-  31 50 30.     (N)    105 58 38.     (W)     SCALED    
 CD0664* NAVD 88     -      1569.833  (meters)    5150.36   (feet)  ADJUSTED  
 CD0664  ___________________________________________________________________
 CD0664  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CD0664  DYNAMIC HT  -        1567.382 (meters)    5142.32  (feet)  COMP
 CD0664  MODELED GRAV-     979,022.1   (mgal)                       NAVD 88
 CD0664
 CD0664  VERT ORDER  -  FIRST     CLASS II
 CD0664
 CD0664.The horizontal coordinates were scaled from a topographic map and have
 CD0664.an estimated accuracy of +/- 6 seconds.
 CD0664
 CD0664.The orthometric height was determined by differential leveling
 CD0664.and adjusted by the National Geodetic Survey in June 1991..
 CD0664
 CD0664.The geoid height was determined by GEOID03.
 CD0664
 CD0664.The dynamic height is computed by dividing the NAVD 88
 CD0664.geopotential number by the normal gravity value computed on the
 CD0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0664.degrees latitude (g = 980.6199 gals.).
 CD0664
 CD0664.The modeled gravity was interpolated from observed gravity values.
 CD0664
 CD0664;                    North         East    Units  Estimated Accuracy
 CD0664;SPC TX C     - 3,254,670.      166,010.      MT  (+/- 180 meters Scaled)
 CD0664
 CD0664                          SUPERSEDED SURVEY CONTROL
 CD0664
 CD0664  NGVD 29 (??/??/92) 1569.096  (m)         5147.94   (f) ADJ UNCH    1 2
 CD0664
 CD0664.Superseded values are not recommended for survey control.
 CD0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0664.See file dsdata.txt to determine how the superseded data were derived.
 CD0664
 CD0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR075233(NAD 83)
 CD0664_MARKER: DB = BENCH MARK DISK
 CD0664_SETTING: 66 = SET IN ROCK OUTCROP
 CD0664_SP_SET: ROCK
 CD0664_STAMPING: V 1118 1958
 CD0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0664+STABILITY: POSITION/ELEVATION WELL
 CD0664
 CD0664  HISTORY     - Date     Condition        Report By
 CD0664  HISTORY     - 1958     MONUMENTED       CGS
 CD0664  HISTORY     - 1981     GOOD             NGS
 CD0664
 CD0664                          STATION DESCRIPTION
 CD0664
 CD0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0664'27.4 MI E FROM EL PASO.
 CD0664'ABOUT 27.4 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0664'OF LOOP 16 AT EL PASO, 0.3 MILE WEST OF THE HUECO INN, IN THE TOP OF A
 CD0664'ROCK WHICH PROJECTS 8 INCHES ABOVE THE GROUND, 97 FEET SOUTH OF THE
 CD0664'CENTER LINE OF THE HIGHWAY, AT THE EAST END OF A CUT AND THE WEST END
 CD0664'OF A FILL, ON THE EAST SLOPE OF A ROCKY HILL, 68 FEET SOUTH OF THE
 CD0664'WEST END OF THE SOUTH GUARD RAIL ACROSS THE FILL, 5 FEET NORTH OF A
 CD0664'FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
 CD0664
 CD0664                          STATION RECOVERY (1981)
 CD0664
 CD0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0664'44.4 KM (27.6 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0664'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0664'0.5 KM (0.3 MI) WEST OF THE HUECO INN, AT THE EAST END OF A HIGHWAY
 CD0664'ROCK CUT, ON THE EAST SLOPE OF A HILL, IN TOP OF A 3 BY 6 FT ROCK
 CD0664'OUTCROP WHICH PROJECTS 8-INCHES, 29.6 METERS (97.0 FT) SOUTH OF THE
 CD0664'CENTERLINE OF THE HIGHWAY, 20.7 METERS (68.0 FT) SOUTH OF THE WEST
 CD0664'END OF A GUARD RAIL AND 1.5 METERS (5.0 FT) NORTH OF A FENCE.
 CD0664'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CD0664'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0467 ***********************************************************************
 CD0467  DESIGNATION -  V 1119
 CD0467  PID         -  CD0467
 CD0467  STATE/COUNTY-  TX/HUDSPETH
 CD0467  USGS QUAD   -  DELL CITY (1984)
 CD0467
 CD0467                         *CURRENT SURVEY CONTROL
 CD0467  ___________________________________________________________________
 CD0467* NAD 83(1986)-  31 54 28.     (N)    105 12 04.     (W)     SCALED    
 CD0467* NAVD 88     -      1123.840  (meters)    3687.13   (feet)  POSTED    
 CD0467  ___________________________________________________________________
 CD0467  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0467  DYNAMIC HT  -        1122.190 (meters)    3681.72  (feet)  COMP
 CD0467  MODELED GRAV-     979,133.5   (mgal)                       NAVD 88
 CD0467
 CD0467  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0467
 CD0467.The horizontal coordinates were scaled from a topographic map and have
 CD0467.an estimated accuracy of +/- 6 seconds.
 CD0467
 CD0467.The orthometric height was determined by differential leveling
 CD0467.and adjusted by the National Geodetic Survey in 1992..
 CD0467.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0467.rate of 0.0 thru 1.0 mm/km.
 CD0467
 CD0467.The geoid height was determined by GEOID03.
 CD0467
 CD0467.The dynamic height is computed by dividing the NAVD 88
 CD0467.geopotential number by the normal gravity value computed on the
 CD0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0467.degrees latitude (g = 980.6199 gals.).
 CD0467
 CD0467.The modeled gravity was interpolated from observed gravity values.
 CD0467
 CD0467;                    North         East    Units  Estimated Accuracy
 CD0467;SPC TX C     - 3,258,520.      239,710.      MT  (+/- 180 meters Scaled)
 CD0467
 CD0467                          SUPERSEDED SURVEY CONTROL
 CD0467
 CD0467  NGVD 29 (??/??/92) 1123.348  (m)         3685.52   (f) ADJ UNCH    2 0
 CD0467
 CD0467.Superseded values are not recommended for survey control.
 CD0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0467.See file dsdata.txt to determine how the superseded data were derived.
 CD0467
 CD0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR809302(NAD 83)
 CD0467_MARKER: DB = BENCH MARK DISK
 CD0467_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0467_SP_SET: 23 FT
 CD0467_STAMPING: V 1119 1958
 CD0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0467
 CD0467  HISTORY     - Date     Condition        Report By
 CD0467  HISTORY     - 1958     MONUMENTED       CGS
 CD0467  HISTORY     - 1980     MARK NOT FOUND   USGS
 CD0467
 CD0467                          STATION DESCRIPTION
 CD0467
 CD0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0467'2.15 MI S FROM DELL CITY.
 CD0467'ABOUT 2.15 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0467'DELL CITY, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, AT THE
 CD0467'JUNCTION OF A DIRT ROAD LEADING WEST, 27 FEET SOUTH OF THE CENTER LINE
 CD0467'OF THE DIRT ROAD, 3 FEET NORTH OF A POWER POLE, 1 1/2 FEET NORTH OF A
 CD0467'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND ON THE TOP OF A
 CD0467'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 23 FEET AND
 CD0467'IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 CD0467
 CD0467                          STATION RECOVERY (1980)
 CD0467
 CD0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CD0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0466 ***********************************************************************
 DO0466  DESIGNATION -  V 112
 DO0466  PID         -  DO0466
 DO0466  STATE/COUNTY-  TX/HASKELL
 DO0466  USGS QUAD   -  SAGERTON (1964)
 DO0466
 DO0466                         *CURRENT SURVEY CONTROL
 DO0466  ___________________________________________________________________
 DO0466* NAD 83(1986)-  33 04 44.     (N)    099 57 26.     (W)     SCALED    
 DO0466* NAVD 88     -       498.161  (meters)    1634.38   (feet)  ADJUSTED  
 DO0466  ___________________________________________________________________
 DO0466  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DO0466  DYNAMIC HT  -         497.533 (meters)    1632.32  (feet)  COMP
 DO0466  MODELED GRAV-     979,362.4   (mgal)                       NAVD 88
 DO0466
 DO0466  VERT ORDER  -  FIRST     CLASS II
 DO0466
 DO0466.The horizontal coordinates were scaled from a topographic map and have
 DO0466.an estimated accuracy of +/- 6 seconds.
 DO0466
 DO0466.The orthometric height was determined by differential leveling
 DO0466.and adjusted by the National Geodetic Survey in June 1991..
 DO0466.WARNING-Repeat measurements at this control monument indicate possible
 DO0466.vertical movement.
 DO0466
 DO0466.The geoid height was determined by GEOID03.
 DO0466
 DO0466.The dynamic height is computed by dividing the NAVD 88
 DO0466.geopotential number by the normal gravity value computed on the
 DO0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0466.degrees latitude (g = 980.6199 gals.).
 DO0466
 DO0466.The modeled gravity was interpolated from observed gravity values.
 DO0466
 DO0466;                    North         East    Units  Estimated Accuracy
 DO0466;SPC TXNC     - 2,157,540.      463,960.      MT  (+/- 180 meters Scaled)
 DO0466
 DO0466                          SUPERSEDED SURVEY CONTROL
 DO0466
 DO0466  NGVD 29 (??/??/92)  497.984  (m)         1633.80   (f) ADJ UNCH    1 2
 DO0466
 DO0466.Superseded values are not recommended for survey control.
 DO0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0466.See file dsdata.txt to determine how the superseded data were derived.
 DO0466
 DO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB106604(NAD 83)
 DO0466_MARKER: DB = BENCH MARK DISK
 DO0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0466_SP_SET: STEP
 DO0466_STAMPING: 1633.73 V 112 1933
 DO0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0466
 DO0466  HISTORY     - Date     Condition        Report By
 DO0466  HISTORY     - 1933     MONUMENTED       CGS
 DO0466  HISTORY     - 1958     GOOD             NGS
 DO0466  HISTORY     - 1978     GOOD             DOD
 DO0466
 DO0466                          STATION DESCRIPTION
 DO0466
 DO0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0466'IN SAGERTON.
 DO0466'AT SAGERTON, HASKELL COUNTY, AT THE MAIN ENTRANCE TO THE HIGH SCHOOL,
 DO0466'AND IN THE WEST END OF THE BOTTOM STEP.  A STANDARD DISK, STAMPED
 DO0466'1633.73 V 112 1933.
 DO0466
 DO0466                          STATION RECOVERY (1978)
 DO0466
 DO0466'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 DO0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0153 ***********************************************************************
 CV0153  DESIGNATION -  V 1120
 CV0153  PID         -  CV0153
 CV0153  STATE/COUNTY-  TX/ANDREWS
 CV0153  USGS QUAD   -  NORTH COWDEN NW (1968)
 CV0153
 CV0153                         *CURRENT SURVEY CONTROL
 CV0153  ___________________________________________________________________
 CV0153* NAD 83(1986)-  32 10 55.     (N)    102 45 00.     (W)     SCALED    
 CV0153* NAVD 88     -       999.163  (meters)    3278.09   (feet)  ADJUSTED  
 CV0153  ___________________________________________________________________
 CV0153  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 CV0153  DYNAMIC HT  -         997.776 (meters)    3273.54  (feet)  COMP
 CV0153  MODELED GRAV-     979,216.8   (mgal)                       NAVD 88
 CV0153
 CV0153  VERT ORDER  -  SECOND    CLASS 0
 CV0153
 CV0153.The horizontal coordinates were scaled from a topographic map and have
 CV0153.an estimated accuracy of +/- 6 seconds.
 CV0153
 CV0153.The orthometric height was determined by differential leveling
 CV0153.and adjusted by the National Geodetic Survey in June 1991..
 CV0153
 CV0153.The geoid height was determined by GEOID03.
 CV0153
 CV0153.The dynamic height is computed by dividing the NAVD 88
 CV0153.geopotential number by the normal gravity value computed on the
 CV0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0153.degrees latitude (g = 980.6199 gals.).
 CV0153
 CV0153.The modeled gravity was interpolated from observed gravity values.
 CV0153
 CV0153;                    North         East    Units  Estimated Accuracy
 CV0153;SPC TXNC     - 2,065,250.      199,310.      MT  (+/- 180 meters Scaled)
 CV0153
 CV0153                          SUPERSEDED SURVEY CONTROL
 CV0153
 CV0153  NGVD 29 (??/??/92)  998.747  (m)         3276.72   (f) ADJ UNCH    2 0
 CV0153
 CV0153.Superseded values are not recommended for survey control.
 CV0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0153.See file dsdata.txt to determine how the superseded data were derived.
 CV0153
 CV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR121628(NAD 83)
 CV0153_MARKER: DB = BENCH MARK DISK
 CV0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0153_STAMPING: V 1120 1958
 CV0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0153+STABILITY: SURFACE MOTION
 CV0153
 CV0153  HISTORY     - Date     Condition        Report By
 CV0153  HISTORY     - 1958     MONUMENTED       CGS
 CV0153
 CV0153                          STATION DESCRIPTION
 CV0153
 CV0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0153'15.45 MI SW FROM ANDREWS.
 CV0153'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0153'COURTHOUSE AT ANDREWS, THENCE 15.35 MILES SOUTHWEST ALONG STATE
 CV0153'HIGHWAY 115, 147 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 152
 CV0153'FEET WEST OF THE CENTER LINE OF THE SOUTHWEST FORK OF THE JUNCTION OF
 CV0153'FARM ROAD 181, 48 FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF
 CV0153'A FENCE, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 CV0153'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CV0153'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0099 ***********************************************************************
 CV0099  DESIGNATION -  V 1126
 CV0099  PID         -  CV0099
 CV0099  STATE/COUNTY-  TX/MARTIN
 CV0099  USGS QUAD   -  NORTH CURTIS RANCH (1966)
 CV0099
 CV0099                         *CURRENT SURVEY CONTROL
 CV0099  ___________________________________________________________________
 CV0099* NAD 83(1986)-  32 09 26.     (N)    102 07 00.     (W)     SCALED    
 CV0099* NAVD 88     -       877.012  (meters)    2877.33   (feet)  ADJUSTED  
 CV0099  ___________________________________________________________________
 CV0099  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0099  DYNAMIC HT  -         875.780 (meters)    2873.29  (feet)  COMP
 CV0099  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 CV0099
 CV0099  VERT ORDER  -  SECOND    CLASS 0
 CV0099
 CV0099.The horizontal coordinates were scaled from a topographic map and have
 CV0099.an estimated accuracy of +/- 6 seconds.
 CV0099
 CV0099.The orthometric height was determined by differential leveling
 CV0099.and adjusted by the National Geodetic Survey in June 1991..
 CV0099
 CV0099.The geoid height was determined by GEOID03.
 CV0099
 CV0099.The dynamic height is computed by dividing the NAVD 88
 CV0099.geopotential number by the normal gravity value computed on the
 CV0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0099.degrees latitude (g = 980.6199 gals.).
 CV0099
 CV0099.The modeled gravity was interpolated from observed gravity values.
 CV0099
 CV0099;                    North         East    Units  Estimated Accuracy
 CV0099;SPC TXNC     - 2,060,270.      258,900.      MT  (+/- 180 meters Scaled)
 CV0099
 CV0099                          SUPERSEDED SURVEY CONTROL
 CV0099
 CV0099  NGVD 29 (??/??/92)  876.647  (m)         2876.13   (f) ADJ UNCH    2 0
 CV0099
 CV0099.Superseded values are not recommended for survey control.
 CV0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0099.See file dsdata.txt to determine how the superseded data were derived.
 CV0099
 CV0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR719615(NAD 83)
 CV0099_MARKER: DB = BENCH MARK DISK
 CV0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0099_STAMPING: V 1126 1958
 CV0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0099+STABILITY: SURFACE MOTION
 CV0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0099+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2003
 CV0099
 CV0099  HISTORY     - Date     Condition        Report By
 CV0099  HISTORY     - 1958     MONUMENTED       CGS
 CV0099  HISTORY     - 20030102 GOOD             TXDOT
 CV0099
 CV0099                          STATION DESCRIPTION
 CV0099
 CV0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0099'11.35 MI NW FROM MIDLAND.
 CV0099'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0099'MIDLAND, THENCE 11.25 MILES NORTHWEST ALONG STATE HIGHWAY 349, 54 FEET
 CV0099'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 94 FEET SOUTHEAST OF THE
 CV0099'CENTER LINE OF A CATTLE GUARD AND DIRT ROAD LEADING SOUTHWEST, 12 FEET
 CV0099'SOUTHEAST OF THE CENTER OF A WOODEN GATE, 2 FEET NORTHEAST OF A TEE
 CV0099'FENCE CORNER, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CV0099'FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0099'PROJECTING 1 FOOT.
 CV0099
 CV0099                          STATION RECOVERY (2003)
 CV0099
 CV0099'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0099'WITNESS POST NO LONGER EVIDENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0122 ***********************************************************************
 CV0122  DESIGNATION -  V 1127
 CV0122  PID         -  CV0122
 CV0122  STATE/COUNTY-  TX/MARTIN
 CV0122  USGS QUAD   -  WOLCOTT RANCH (1966)
 CV0122
 CV0122                         *CURRENT SURVEY CONTROL
 CV0122  ___________________________________________________________________
 CV0122* NAD 83(1986)-  32 28 22.     (N)    102 04 27.     (W)     SCALED    
 CV0122* NAVD 88     -       893.839  (meters)    2932.54   (feet)  ADJUSTED  
 CV0122  ___________________________________________________________________
 CV0122  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CV0122  DYNAMIC HT  -         892.608 (meters)    2928.50  (feet)  COMP
 CV0122  MODELED GRAV-     979,230.9   (mgal)                       NAVD 88
 CV0122
 CV0122  VERT ORDER  -  SECOND    CLASS 0
 CV0122
 CV0122.The horizontal coordinates were scaled from a topographic map and have
 CV0122.an estimated accuracy of +/- 6 seconds.
 CV0122
 CV0122.The orthometric height was determined by differential leveling
 CV0122.and adjusted by the National Geodetic Survey in June 1991..
 CV0122
 CV0122.The geoid height was determined by GEOID03.
 CV0122
 CV0122.The dynamic height is computed by dividing the NAVD 88
 CV0122.geopotential number by the normal gravity value computed on the
 CV0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0122.degrees latitude (g = 980.6199 gals.).
 CV0122
 CV0122.The modeled gravity was interpolated from observed gravity values.
 CV0122
 CV0122;                    North         East    Units  Estimated Accuracy
 CV0122;SPC TXNC     - 2,095,110.      264,100.      MT  (+/- 180 meters Scaled)
 CV0122
 CV0122                          SUPERSEDED SURVEY CONTROL
 CV0122
 CV0122  NGVD 29 (??/??/92)  893.492  (m)         2931.40   (f) ADJ UNCH    2 0
 CV0122
 CV0122.Superseded values are not recommended for survey control.
 CV0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0122.See file dsdata.txt to determine how the superseded data were derived.
 CV0122
 CV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR749966(NAD 83)
 CV0122_MARKER: DB = BENCH MARK DISK
 CV0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0122_STAMPING: V 1127 1958
 CV0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0122+STABILITY: SURFACE MOTION
 CV0122
 CV0122  HISTORY     - Date     Condition        Report By
 CV0122  HISTORY     - 1958     MONUMENTED       CGS
 CV0122  HISTORY     - 1966     MARK NOT FOUND   USGS
 CV0122
 CV0122                          STATION DESCRIPTION
 CV0122
 CV0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0122'19.85 MI SW FROM LAMESA.
 CV0122'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0122'AT LAMESA, THENCE 19.35 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 46
 CV0122'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.35 MILE
 CV0122'SOUTHWEST OF A DIRT ROAD CROSSING, ABOUT 0.3 MILE NORTHEAST OF THE
 CV0122'JUNCTION OF A DIRT ROAD LEADING NORTH, 2 FEET NORTHEAST OF A WHITE
 CV0122'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0122'CONCRETE POST PROJECTING 9 INCHES.
 CV0122
 CV0122                          STATION RECOVERY (1966)
 CV0122
 CV0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CV0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0036 ***********************************************************************
 CV0036  DESIGNATION -  V 1128
 CV0036  PID         -  CV0036
 CV0036  STATE/COUNTY-  TX/DAWSON
 CV0036  USGS QUAD   -  PATRICIA (1970)
 CV0036
 CV0036                         *CURRENT SURVEY CONTROL
 CV0036  ___________________________________________________________________
 CV0036* NAD 83(1986)-  32 34 52.     (N)    102 00 42.     (W)     SCALED    
 CV0036* NAVD 88     -       895.499  (meters)    2937.98   (feet)  ADJUSTED  
 CV0036  ___________________________________________________________________
 CV0036  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CV0036  DYNAMIC HT  -         894.298 (meters)    2934.04  (feet)  COMP
 CV0036  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 CV0036
 CV0036  VERT ORDER  -  SECOND    CLASS 0
 CV0036
 CV0036.The horizontal coordinates were scaled from a topographic map and have
 CV0036.an estimated accuracy of +/- 6 seconds.
 CV0036
 CV0036.The orthometric height was determined by differential leveling
 CV0036.and adjusted by the National Geodetic Survey in June 1991..
 CV0036
 CV0036.The geoid height was determined by GEOID03.
 CV0036
 CV0036.The dynamic height is computed by dividing the NAVD 88
 CV0036.geopotential number by the normal gravity value computed on the
 CV0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0036.degrees latitude (g = 980.6199 gals.).
 CV0036
 CV0036.The modeled gravity was interpolated from observed gravity values.
 CV0036
 CV0036;                    North         East    Units  Estimated Accuracy
 CV0036;SPC TXNC     - 2,106,910.      270,370.      MT  (+/- 180 meters Scaled)
 CV0036
 CV0036                          SUPERSEDED SURVEY CONTROL
 CV0036
 CV0036  NGVD 29 (??/??/92)  895.176  (m)         2936.92   (f) ADJ UNCH    2 0
 CV0036
 CV0036.Superseded values are not recommended for survey control.
 CV0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0036.See file dsdata.txt to determine how the superseded data were derived.
 CV0036
 CV0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS805087(NAD 83)
 CV0036_MARKER: DB = BENCH MARK DISK
 CV0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0036_STAMPING: V 1128 1958
 CV0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0036+STABILITY: SURFACE MOTION
 CV0036
 CV0036  HISTORY     - Date     Condition        Report By
 CV0036  HISTORY     - 1958     MONUMENTED       CGS
 CV0036  HISTORY     - 1971     MARK NOT FOUND   USGS
 CV0036
 CV0036                          STATION DESCRIPTION
 CV0036
 CV0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0036'11.55 MI SW FROM LAMESA.
 CV0036'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0036'AT LAMESA, THENCE 11.05 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 36
 CV0036'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.35 MILE
 CV0036'NORTHEAST OF THE CROSSING OF A DIRT ROAD, ABOUT 0.5 MILE NORTHEAST OF
 CV0036'THE JUNCTION OF FARM ROAD 1718, 2 FEET SOUTHWEST OF A WHITE WOODEN
 CV0036'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 CV0036'TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 CV0036
 CV0036                          STATION RECOVERY (1971)
 CV0036
 CV0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CV0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1323 ***********************************************************************
 FL1323  DESIGNATION -  V 1129
 FL1323  PID         -  FL1323
 FL1323  STATE/COUNTY-  TX/CARSON
 FL1323  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1323
 FL1323                         *CURRENT SURVEY CONTROL
 FL1323  ___________________________________________________________________
 FL1323* NAD 83(1986)-  35 19 26.     (N)    101 35 55.     (W)     SCALED    
 FL1323* NAVD 88     -      1087.728  (meters)    3568.65   (feet)  ADJUSTED  
 FL1323  ___________________________________________________________________
 FL1323  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL1323  DYNAMIC HT  -        1086.438 (meters)    3564.42  (feet)  COMP
 FL1323  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 FL1323
 FL1323  VERT ORDER  -  SECOND    CLASS II
 FL1323
 FL1323.The horizontal coordinates were scaled from a topographic map and have
 FL1323.an estimated accuracy of +/- 6 seconds.
 FL1323
 FL1323.The orthometric height was determined by differential leveling
 FL1323.and adjusted by the National Geodetic Survey in June 1991..
 FL1323
 FL1323.The geoid height was determined by GEOID03.
 FL1323
 FL1323.The dynamic height is computed by dividing the NAVD 88
 FL1323.geopotential number by the normal gravity value computed on the
 FL1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1323.degrees latitude (g = 980.6199 gals.).
 FL1323
 FL1323.The modeled gravity was interpolated from observed gravity values.
 FL1323
 FL1323;                    North         East    Units  Estimated Accuracy
 FL1323;SPC TX N     - 1,146,870.      191,030.      MT  (+/- 180 meters Scaled)
 FL1323
 FL1323                          SUPERSEDED SURVEY CONTROL
 FL1323
 FL1323  NGVD 29 (??/??/92) 1087.225  (m)         3567.00   (f) ADJ UNCH    2 2
 FL1323
 FL1323.Superseded values are not recommended for survey control.
 FL1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1323.See file dsdata.txt to determine how the superseded data were derived.
 FL1323
 FL1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE637120(NAD 83)
 FL1323_MARKER: DB = BENCH MARK DISK
 FL1323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1323_SP_SET: CULVERT
 FL1323_STAMPING: V 1129 1974
 FL1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1323
 FL1323  HISTORY     - Date     Condition        Report By
 FL1323  HISTORY     - 1974     MONUMENTED       NGS
 FL1323
 FL1323                          STATION DESCRIPTION
 FL1323
 FL1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1323'12.5 MI WNW FROM PANHANDLE.
 FL1323'FROM THE ATOMIC ENERGY COMMISSION PAN-TEX PLANT ADMINISTRATION
 FL1323'BUILDING NO. 1236.  THE INTERSECTION OF WASHINGTON DR. AND S. 14TH
 FL1323'STREET, WHICH IS LOCATED AT THE SOUTHEAST CORNER OF THE PARKING-LOT.
 FL1323'GO NORTHWEST ON S. 14TH STREET FOR 0.5 MILE TO THE INTERSECTION OF S.
 FL1323'13TH STRET, BEAR RIGHT AND GO NORTH ON S. 13TH STREET FOR 0.2 MILE TO
 FL1323'THE T INTERSECTION OF PANTEX DR.  TURN LEFT AND GO WEST ON PANTEX DR.
 FL1323'FOR 2.0 MILES TO THE INTERSECTION OF S. 7TH STREET AND MARK ON THE
 FL1323'LEFT AT THE WEST END OF CULVERT.  STANDARD BENCH MARK DISK, SET IN THE
 FL1323'TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS
 FL1323'STAMPED V 1129 1974.  IT IS 32 FEET SOUTH OF THE CENTER-LINE OF PANTEX
 FL1323'DR., 33 FEET EAST OF THE CENTER OF S. 7TH STREET, 22 FEET NORTHEAST OF
 FL1323'A STOP-SIGN AND 3 FEET WEST OF THE WEST END OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0413 ***********************************************************************
 EM0413  DESIGNATION -  V 113
 EM0413  PID         -  EM0413
 EM0413  STATE/COUNTY-  TX/HARDEMAN
 EM0413  USGS QUAD   -  MEDICINE MOUND (1990)
 EM0413
 EM0413                         *CURRENT SURVEY CONTROL
 EM0413  ___________________________________________________________________
 EM0413* NAD 83(1986)-  34 14 16.     (N)    099 31 16.     (W)     SCALED    
 EM0413* NAVD 88     -       424.197  (meters)    1391.72   (feet)  ADJUSTED  
 EM0413  ___________________________________________________________________
 EM0413  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EM0413  DYNAMIC HT  -         423.717 (meters)    1390.14  (feet)  COMP
 EM0413  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 EM0413
 EM0413  VERT ORDER  -  FIRST     CLASS II
 EM0413
 EM0413.The horizontal coordinates were scaled from a topographic map and have
 EM0413.an estimated accuracy of +/- 6 seconds.
 EM0413
 EM0413.The orthometric height was determined by differential leveling
 EM0413.and adjusted by the National Geodetic Survey in June 1991..
 EM0413
 EM0413.The geoid height was determined by GEOID03.
 EM0413
 EM0413.The dynamic height is computed by dividing the NAVD 88
 EM0413.geopotential number by the normal gravity value computed on the
 EM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0413.degrees latitude (g = 980.6199 gals.).
 EM0413
 EM0413.The modeled gravity was interpolated from observed gravity values.
 EM0413
 EM0413;                    North         East    Units  Estimated Accuracy
 EM0413;SPC TXNC     - 2,285,590.      505,920.      MT  (+/- 180 meters Scaled)
 EM0413
 EM0413                          SUPERSEDED SURVEY CONTROL
 EM0413
 EM0413  NGVD 29 (??/??/92)  424.041  (m)         1391.21   (f) ADJ UNCH    1 2
 EM0413
 EM0413.Superseded values are not recommended for survey control.
 EM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0413.See file dsdata.txt to determine how the superseded data were derived.
 EM0413
 EM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC520886(NAD 83)
 EM0413_MARKER: DB = BENCH MARK DISK
 EM0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0413_STAMPING: 1391.208 V 113 1933
 EM0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0413+STABILITY: SURFACE MOTION
 EM0413
 EM0413  HISTORY     - Date     Condition        Report By
 EM0413  HISTORY     - 1933     MONUMENTED       CGS
 EM0413  HISTORY     - 1958     GOOD             NGS
 EM0413  HISTORY     - 1961     GOOD             NGS
 EM0413
 EM0413                          STATION DESCRIPTION
 EM0413
 EM0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0413'1.3 MI S FROM CHILLICOTHE.
 EM0413'1.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAYF FROM
 EM0413'CHILLICOTHE, HARDEMAN COUNTY, AT MILEAGE 498.5, 430 FEET SOUTH OF A
 EM0413'BRIDGE, SOUTH OF A YARD-LIMIT SIGN, 45 FEET EAST OF THE CENTERLINE OF
 EM0413'THE TRACK, AND AT AN ANGLE IN A FENCE LINE.  A STANDARD DISK, STAMPED
 EM0413'1391.208 V 113 1933 AND SET IN THE TOP OF A CONCRETE POST.
 EM0413
 EM0413                          STATION RECOVERY (1961)
 EM0413
 EM0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EM0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1094 ***********************************************************************
 FL1094  DESIGNATION -  V 1131
 FL1094  PID         -  FL1094
 FL1094  STATE/COUNTY-  TX/POTTER
 FL1094  USGS QUAD   -  AMARILLO EAST (1973)
 FL1094
 FL1094                         *CURRENT SURVEY CONTROL
 FL1094  ___________________________________________________________________
 FL1094* NAD 83(1986)-  35 11 18.     (N)    101 50 00.     (W)     SCALED    
 FL1094* NAVD 88     -      1116.458  (meters)    3662.91   (feet)  ADJUSTED  
 FL1094  ___________________________________________________________________
 FL1094  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1094  DYNAMIC HT  -        1115.131 (meters)    3658.56  (feet)  COMP
 FL1094  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 FL1094
 FL1094  VERT ORDER  -  FIRST     CLASS II
 FL1094
 FL1094.The horizontal coordinates were scaled from a topographic map and have
 FL1094.an estimated accuracy of +/- 6 seconds.
 FL1094
 FL1094.The orthometric height was determined by differential leveling
 FL1094.and adjusted by the National Geodetic Survey in July 2002..
 FL1094.WARNING-Repeat measurements at this control monument indicate possible
 FL1094.vertical movement.
 FL1094
 FL1094.The geoid height was determined by GEOID03.
 FL1094
 FL1094.The dynamic height is computed by dividing the NAVD 88
 FL1094.geopotential number by the normal gravity value computed on the
 FL1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1094.degrees latitude (g = 980.6199 gals.).
 FL1094
 FL1094.The modeled gravity was interpolated from observed gravity values.
 FL1094
 FL1094;                    North         East    Units  Estimated Accuracy
 FL1094;SPC TX N     - 1,131,880.      169,640.      MT  (+/- 180 meters Scaled)
 FL1094
 FL1094                          SUPERSEDED SURVEY CONTROL
 FL1094
 FL1094  NAVD 88 (06/15/91) 1116.451  (m)         3662.89   (f) UNKNOWN     1 2
 FL1094  NGVD 29 (??/??/92) 1115.873  (m)         3660.99   (f) ADJ UNCH    1 2
 FL1094
 FL1094.Superseded values are not recommended for survey control.
 FL1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1094.See file dsdata.txt to determine how the superseded data were derived.
 FL1094
 FL1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD420976(NAD 83)
 FL1094_MARKER: DB = BENCH MARK DISK
 FL1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1094_STAMPING: V 1131 1958
 FL1094_MARK LOGO: CGS   
 FL1094_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1094+STABILITY: SURFACE MOTION
 FL1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1094+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FL1094
 FL1094  HISTORY     - Date     Condition        Report By
 FL1094  HISTORY     - 1958     MONUMENTED       CGS
 FL1094  HISTORY     - 1984     GOOD             NGS
 FL1094  HISTORY     - 19960929 GOOD             NGS
 FL1094  HISTORY     - 20020809 GOOD             INDIV
 FL1094
 FL1094                          STATION DESCRIPTION
 FL1094
 FL1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1094'1.4 MI S FROM AMARILLO.
 FL1094'ABOUT 1.4 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1094'THE STATION AT AMARILLO, 19 TELEPHONE POLES NORTH OF MILE POST 555, 48
 FL1094'1/2 FEET WEST OF THE NEAR RAIL, 83 FEET SOUTHEAST OF A PIPE LINE VALVE
 FL1094'AND VENT, 5 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A METAL
 FL1094'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 FL1094'POST PROJECTING 6 INCHES.
 FL1094
 FL1094                          STATION RECOVERY (1984)
 FL1094
 FL1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1094'RECOVERED IN GOOD CONDITION.  NOTE=THE SOUTH SIDE OF THE MONUMENT HAS
 FL1094'BEEN HIT AND CHIPPED AWAY BUT IS SOLID IN PLACE.
 FL1094
 FL1094                          STATION RECOVERY (1996)
 FL1094
 FL1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 FL1094'IN AMARILLO, AT THE INTERSECTION OF LINCOLN STREET AND EAST 22ND
 FL1094'AVENUE, 76.0 M (249.3 FT) EAST OF THE STREET CENTER, 32.5 M (106.6 FT)
 FL1094'SOUTH OF THE EXTENDED AVENUE CENTER, 26.0 M (85.3 FT) SOUTH OF A GAS
 FL1094'VERT PIPE, 15.1 M (49.5 FT) SOUTHWEST OF THE CENTER OF A MANHOLE
 FL1094'COVER, 14.4 M (47.2 FT) WEST OF THE NEAR RAIL OF THE SANTA FE
 FL1094'RAILROAD, 7.1 M (23.3 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 1.5 M
 FL1094'(4.9 FT) NORTH OF A UTILITY POLE, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 FL1094'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 FL1094'SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND THE SOUTH EDGE CHIPPED
 FL1094'OFF, BUT IT IS SOLID IN PLACE.
 FL1094
 FL1094                          STATION RECOVERY (2002)
 FL1094
 FL1094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RGG)
 FL1094'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1390 ***********************************************************************
 AW1390  DESIGNATION -  V 1134
 AW1390  PID         -  AW1390
 AW1390  STATE/COUNTY-  TX/GALVESTON
 AW1390  USGS QUAD   -  HIGH ISLAND (1994)
 AW1390
 AW1390                         *CURRENT SURVEY CONTROL
 AW1390  ___________________________________________________________________
 AW1390* NAD 83(1986)-  29 33 44.     (N)    094 23 42.     (W)     SCALED    
 AW1390* NAVD 88     -         6.17   (+/-2cm)      20.2    (feet)  VERTCON   
 AW1390  ___________________________________________________________________
 AW1390  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW1390
 AW1390  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1390
 AW1390.The horizontal coordinates were scaled from a topographic map and have
 AW1390.an estimated accuracy of +/- 6 seconds.
 AW1390
 AW1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1390.The vertical order pertains to the NGVD 29 superseded value.
 AW1390
 AW1390.The geoid height was determined by GEOID03.
 AW1390
 AW1390;                    North         East    Units  Estimated Accuracy
 AW1390;SPC TXSC     - 4,200,390.    1,046,080.      MT  (+/- 180 meters Scaled)
 AW1390
 AW1390                          SUPERSEDED SURVEY CONTROL
 AW1390
 AW1390  NGVD 29 (??/??/92)    6.174  (m)           20.26   (f) ADJ UNCH    1 2
 AW1390
 AW1390.Superseded values are not recommended for survey control.
 AW1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1390.See file dsdata.txt to determine how the superseded data were derived.
 AW1390
 AW1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN648710(NAD 83)
 AW1390_MARKER: DB = BENCH MARK DISK
 AW1390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1390_SP_SET: 48 FT.
 AW1390_STAMPING: V 1134 1958
 AW1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1390
 AW1390  HISTORY     - Date     Condition        Report By
 AW1390  HISTORY     - 1958     MONUMENTED       CGS
 AW1390  HISTORY     - 1971     GOOD             NGS
 AW1390  HISTORY     - 1978     GOOD             NGS
 AW1390  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1390  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 AW1390  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1390  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1390  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW1390
 AW1390                          STATION DESCRIPTION
 AW1390
 AW1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1390'IN HIGH ISLAND.
 AW1390'AT HIGH ISLAND, 219 FEET WEST-NORTHWEST OF THE WEST CORNER OF THE POST
 AW1390'OFFICE BUILDING, 51 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 AW1390'124, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST
 AW1390'STREET, 21 FEET SOUTHEAST OF THE SOUTHEAST END OF A CATTLE GUARD, 3
 AW1390'FEET SOUTHEAST OF A POWER POLE, 1 FOOT NORTHEAST OF A METAL WITNESS
 AW1390'POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 AW1390'COPPER COATED ROD DRIVEN TO A DEPTH OF 48 FEET AND ENCASED IN A 6-INCH
 AW1390'TILE PROJECTING 4 INCHES.
 AW1390
 AW1390                          STATION RECOVERY (1971)
 AW1390
 AW1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1390'RECOVERED IN GOOD CONDITION.
 AW1390
 AW1390                          STATION RECOVERY (1978)
 AW1390
 AW1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1390'ADD=60 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SIDNEY
 AW1390'R BLACK JR. VFW POST 7525.
 AW1390
 AW1390                          STATION RECOVERY (1995)
 AW1390
 AW1390'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1390'MARK NOT FOUND.
 AW1390
 AW1390                          STATION RECOVERY (2001)
 AW1390
 AW1390'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1390'MARK NOT FOUND.
 AW1390
 AW1390                          STATION RECOVERY (2002)
 AW1390
 AW1390'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1390'MARK NOT FOUND.
 AW1390
 AW1390                          STATION RECOVERY (2003)
 AW1390
 AW1390'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1390'MARK NOT FOUND.
 AW1390
 AW1390                          STATION RECOVERY (2005)
 AW1390
 AW1390'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1773 ***********************************************************************
 BK1773  DESIGNATION -  V 1135
 BK1773  PID         -  BK1773
 BK1773  STATE/COUNTY-  TX/ORANGE
 BK1773  USGS QUAD   -  TERRY (1974)
 BK1773
 BK1773                         *CURRENT SURVEY CONTROL
 BK1773  ___________________________________________________________________
 BK1773* NAD 83(1986)-  30 05 57.     (N)    093 55 59.     (W)     SCALED    
 BK1773* NAVD 88     -         4.85   (+/-2cm)      15.9    (feet)  VERTCON   
 BK1773  ___________________________________________________________________
 BK1773  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1773  OBS GRAVITY -     979,309.1   (mgal)                       GRAV_OBS
 BK1773
 BK1773  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1773
 BK1773.The horizontal coordinates were scaled from a topographic map and have
 BK1773.an estimated accuracy of +/- 6 seconds.
 BK1773
 BK1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1773.The vertical order pertains to the NGVD 29 superseded value.
 BK1773
 BK1773.The geoid height was determined by GEOID03.
 BK1773.The observed gravity was obtained from relative gravimeter ties
 BK1773.to the IGSN71 gravity network.
 BK1773
 BK1773;                    North         East    Units  Estimated Accuracy
 BK1773;SPC TX C     - 3,065,690.    1,316,590.      MT  (+/- 180 meters Scaled)
 BK1773
 BK1773                          SUPERSEDED SURVEY CONTROL
 BK1773
 BK1773  NGVD 29 (??/??/??)    4.821  (m)           15.82   (f) ADJUSTED    1 1
 BK1773
 BK1773.Superseded values are not recommended for survey control.
 BK1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1773.See file dsdata.txt to determine how the superseded data were derived.
 BK1773
 BK1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP100301(NAD 83)
 BK1773_MARKER: DB = BENCH MARK DISK
 BK1773_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1773_SP_SET: 48 FT
 BK1773_STAMPING: V 1135 1958
 BK1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1773
 BK1773  HISTORY     - Date     Condition        Report By
 BK1773  HISTORY     - 1958     MONUMENTED       CGS
 BK1773  HISTORY     - 1972     GOOD             NGS
 BK1773  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1773  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1773
 BK1773                          STATION DESCRIPTION
 BK1773
 BK1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1773'10.25 MI E FROM BEAUMONT.
 BK1773'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BK1773'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BK1773'BEAUMONT, THENCE 9.15 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BK1773'0.15 MILE EAST OF THE CROSSING OF FARM ROAD 1135, ( DOTY TERRY ROAD),
 BK1773'7 POLES WEST OF AND ACROSS THE TRACK FROM MILEPOST 268, 23 FEET NORTH
 BK1773'OF THE NORTH RAIL, 57 FEET SOUTHEAST OF THE CENTER OF A CURVE IN A
 BK1773'SHELL ROAD, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 0.6 FOOT SOUTHEAST
 BK1773'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK, AND IS A
 BK1773'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6
 BK1773'INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 BK1773'OF 48 FEET.
 BK1773
 BK1773                          STATION RECOVERY (1986)
 BK1773
 BK1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1773'SEARCHED FOR BUT NOT RECOVERED.
 BK1773
 BK1773                          STATION RECOVERY (2001)
 BK1773
 BK1773'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRM)
 BK1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1428 ***********************************************************************
 AW1428  DESIGNATION -  V 1136
 AW1428  PID         -  AW1428
 AW1428  STATE/COUNTY-  TX/CHAMBERS
 AW1428  USGS QUAD   -  OAK ISLAND (1994)
 AW1428
 AW1428                         *CURRENT SURVEY CONTROL
 AW1428  ___________________________________________________________________
 AW1428* NAD 83(1986)-  29 37 37.     (N)    094 39 43.     (W)     SCALED    
 AW1428* NAVD 88     -         2.48   (+/-2cm)       8.1    (feet)  VERTCON   
 AW1428  ___________________________________________________________________
 AW1428  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1428  OBS GRAVITY -     979,279.1   (mgal)                       GRAV_OBS
 AW1428
 AW1428  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1428
 AW1428.The horizontal coordinates were scaled from a topographic map and have
 AW1428.an estimated accuracy of +/- 6 seconds.
 AW1428
 AW1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1428.The vertical order pertains to the NGVD 29 superseded value.
 AW1428
 AW1428.The geoid height was determined by GEOID03.
 AW1428.The observed gravity was obtained from relative gravimeter ties
 AW1428.to the IGSN71 gravity network.
 AW1428
 AW1428;                    North         East    Units  Estimated Accuracy
 AW1428;SPC TXSC     - 4,206,570.    1,019,970.      MT  (+/- 180 meters Scaled)
 AW1428
 AW1428                          SUPERSEDED SURVEY CONTROL
 AW1428
 AW1428  NGVD 29 (??/??/92)    2.479  (m)            8.13   (f) ADJ UNCH    1 2
 AW1428
 AW1428.Superseded values are not recommended for survey control.
 AW1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1428.See file dsdata.txt to determine how the superseded data were derived.
 AW1428
 AW1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN391786(NAD 83)
 AW1428_MARKER: DB = BENCH MARK DISK
 AW1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1428_STAMPING: V 1136 1959
 AW1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1428+STABILITY: SURFACE MOTION
 AW1428
 AW1428  HISTORY     - Date     Condition        Report By
 AW1428  HISTORY     - 1959     MONUMENTED       CGS
 AW1428  HISTORY     - 1973     GOOD             NGS
 AW1428  HISTORY     - 1978     GOOD             NGS
 AW1428  HISTORY     - 1990     GOOD             USPSQD
 AW1428  HISTORY     - 1991     GOOD             USPSQD
 AW1428  HISTORY     - 19960923 GOOD             USPSQD
 AW1428  HISTORY     - 20010331 GOOD             NGS
 AW1428  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1428  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW1428
 AW1428                          STATION DESCRIPTION
 AW1428
 AW1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1428'9.85 MI NE FROM SMITH POINT.
 AW1428'ABOUT 9.85 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1428'GROCERY STORE AT SMITH POINT, ABOUT 0.15 MILE NORTHEAST OF A CURVE IN
 AW1428'THE ROAD, 48 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 105 FEET
 AW1428'EAST OF THE MOST EASTERLY ONE OF 4 STORAGE TANKS, 38 FEET NORTHEAST OF
 AW1428'THE CENTER LINE OF A GRAVELED DRIVEWAY, 12 1/2 FEET NORTHEAST OF A T
 AW1428'FENCE CORNER, 1.8 FEET SOUTHEAST OF A FENCE, 1.6 FEET SOUTHWEST OF A
 AW1428'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 AW1428'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW1428
 AW1428                          STATION RECOVERY (1978)
 AW1428
 AW1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1428'RECOVERED IN GOOD CONDITION.
 AW1428
 AW1428                          STATION RECOVERY (1990)
 AW1428
 AW1428'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AW1428'RECOVERED IN GOOD CONDITION.
 AW1428
 AW1428                          STATION RECOVERY (1991)
 AW1428
 AW1428'RECOVERY NOTE BY US POWER SQUADRON 1991 (GB)
 AW1428'RECOVERED IN GOOD CONDITION.
 AW1428
 AW1428                          STATION RECOVERY (1996)
 AW1428
 AW1428'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1428'RECOVERED IN GOOD CONDITION.
 AW1428
 AW1428                          STATION RECOVERY (2001)
 AW1428
 AW1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1428'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1428
 AW1428                          STATION RECOVERY (2004)
 AW1428
 AW1428'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1428'MARK NOT FOUND.
 AW1428
 AW1428                          STATION RECOVERY (2005)
 AW1428
 AW1428'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0517 ***********************************************************************
 AW0517  DESIGNATION -  V 1137
 AW0517  PID         -  AW0517
 AW0517  STATE/COUNTY-  TX/GALVESTON
 AW0517  USGS QUAD   -  GALVESTON (1994)
 AW0517
 AW0517                         *CURRENT SURVEY CONTROL
 AW0517  ___________________________________________________________________
 AW0517* NAD 83(1986)-  29 19 22.     (N)    094 47 07.     (W)     SCALED    
 AW0517* NAVD 88     -         3.96   (+/-2cm)      13.0    (feet)  VERTCON   
 AW0517  ___________________________________________________________________
 AW0517  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0517
 AW0517  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0517
 AW0517.The horizontal coordinates were scaled from a topographic map and have
 AW0517.an estimated accuracy of +/- 6 seconds.
 AW0517
 AW0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0517.The vertical order pertains to the NGVD 29 superseded value.
 AW0517
 AW0517.The geoid height was determined by GEOID03.
 AW0517
 AW0517;                    North         East    Units  Estimated Accuracy
 AW0517;SPC TXSC     - 4,172,450.    1,009,250.      MT  (+/- 180 meters Scaled)
 AW0517
 AW0517                          SUPERSEDED SURVEY CONTROL
 AW0517
 AW0517  NGVD 29 (??/??/92)    3.955  (m)           12.98   (f) ADJ UNCH    1 2
 AW0517
 AW0517.Superseded values are not recommended for survey control.
 AW0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0517.See file dsdata.txt to determine how the superseded data were derived.
 AW0517
 AW0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN266450(NAD 83)
 AW0517_MARKER: DB = BENCH MARK DISK
 AW0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0517_SP_SET: RETAINING WALL
 AW0517_STAMPING: V 1137 1958
 AW0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0517
 AW0517  HISTORY     - Date     Condition        Report By
 AW0517  HISTORY     - 1958     MONUMENTED       CGS
 AW0517  HISTORY     - 1971     MARK NOT FOUND   NGS
 AW0517  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0517  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0517
 AW0517                          STATION DESCRIPTION
 AW0517
 AW0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW0517'5.6 MI N FROM GALVESTON.
 AW0517'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0517'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE ABOUT 1.3 MILES
 AW0517'NORTHEAST ALONG 51ST STREET, THENCE ABOUT 1.35 MILES EAST ALONG A
 AW0517'SHELL ROAD LEADING TO TODD SHIP YARD, THENCE ABOUT 0.3 MILE EAST
 AW0517'THROUGH THE SHIP YARD, THENCE ABOUT 0.75 MILE NORTHEAST ALONG A DIM
 AW0517'SHELL ROAD, IN THE TOP OF THE NORTHWEST END OF A SLOPING CONCRETE
 AW0517'RETAINING WALL FORMING A HALL WAY AT THE MOST SOUTHWEST ONE OF SIX
 AW0517'LARGE CONCRETE MAGAZINES OF AN ABANDONED COAST GUARD STATION, 0.15
 AW0517'MILE NORTHWEST OF THE SOUTHEAST SHORE OF THE ISLAND, 32 FEET SOUTHEAST
 AW0517'OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTHWEST OF THE CENTER
 AW0517'LINE OF THE HALL WAY, AND ABOUT 3 FEET ABOVE THE GROUND.
 AW0517
 AW0517                          STATION RECOVERY (1971)
 AW0517
 AW0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0517'MARK NOT FOUND.
 AW0517
 AW0517                          STATION RECOVERY (1978)
 AW0517
 AW0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0517'NOT RECOVERED THIS DATE.
 AW0517
 AW0517                          STATION RECOVERY (1999)
 AW0517
 AW0517'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2070 ***********************************************************************
 AW2070  DESIGNATION -  V 1138
 AW2070  PID         -  AW2070
 AW2070  STATE/COUNTY-  TX/HARRIS
 AW2070  USGS QUAD   -  LA PORTE (1982)
 AW2070
 AW2070                         *CURRENT SURVEY CONTROL
 AW2070  ___________________________________________________________________
 AW2070* NAD 83(1986)-  29 38 01.     (N)    095 07 26.     (W)     SCALED    
 AW2070* NAVD 88     -         6.109  (meters)      20.04   (feet)  ADJUSTED  
 AW2070  ___________________________________________________________________
 AW2070  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW2070  DYNAMIC HT  -           6.100 (meters)      20.01  (feet)  COMP
 AW2070  MODELED GRAV-     979,277.6   (mgal)                       NAVD 88
 AW2070
 AW2070  VERT ORDER  -  FIRST     CLASS II
 AW2070
 AW2070.The horizontal coordinates were scaled from a topographic map and have
 AW2070.an estimated accuracy of +/- 6 seconds.
 AW2070
 AW2070.The orthometric height was determined by differential leveling
 AW2070.and adjusted by the National Geodetic Survey in June 1991..
 AW2070
 AW2070.The geoid height was determined by GEOID03.
 AW2070
 AW2070.The dynamic height is computed by dividing the NAVD 88
 AW2070.geopotential number by the normal gravity value computed on the
 AW2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2070.degrees latitude (g = 980.6199 gals.).
 AW2070
 AW2070.The modeled gravity was interpolated from observed gravity values.
 AW2070
 AW2070;                    North         East    Units  Estimated Accuracy
 AW2070;SPC TXSC     - 4,205,740.      975,240.      MT  (+/- 180 meters Scaled)
 AW2070
 AW2070                          SUPERSEDED SURVEY CONTROL
 AW2070
 AW2070  NGVD 29 (12/23/87)    6.105  (m)           20.03   (f) ADJUSTED    1 2
 AW2070
 AW2070.Superseded values are not recommended for survey control.
 AW2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2070.See file dsdata.txt to determine how the superseded data were derived.
 AW2070
 AW2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN943800(NAD 83)
 AW2070_MARKER: DB = BENCH MARK DISK
 AW2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2070_SP_SET: CONCRETE POST
 AW2070_STAMPING: V 1138 1958
 AW2070_MARK LOGO: CGS   
 AW2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2070+STABILITY: SURFACE MOTION
 AW2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2070+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW2070
 AW2070  HISTORY     - Date     Condition        Report By
 AW2070  HISTORY     - 1958     MONUMENTED       CGS
 AW2070  HISTORY     - 1964     GOOD             NGS
 AW2070  HISTORY     - 1978     GOOD             NGS
 AW2070  HISTORY     - 1987     GOOD             USPSQD
 AW2070  HISTORY     - 1987     GOOD             NGS
 AW2070  HISTORY     - 1988     GOOD             USPSQD
 AW2070  HISTORY     - 19910615 GOOD             USPSQD
 AW2070  HISTORY     - 19931122 GOOD             USPSQD
 AW2070  HISTORY     - 19940326 GOOD             USPSQD
 AW2070  HISTORY     - 20040505 GOOD             USPSQD
 AW2070  HISTORY     - 20050705 GOOD             USPSQD
 AW2070
 AW2070                          STATION DESCRIPTION
 AW2070
 AW2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2070'4.75 MI E FROM GENOA.
 AW2070'ABOUT 4.75 MILES EAST ALONG THE GENOA-RED BLUFF ROAD FROM THE
 AW2070'GALVESTON, HOUSTON AND HENDERSON RAILROAD STATION AT GENOA, 38 FEET
 AW2070'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.25 MILE WEST OF THE MAIN
 AW2070'ENTRANCE TO THE HUMBLE GAS REFINERY, 76 FEET EAST OF THE CENTER LINE
 AW2070'OF AN ALUMINUM GATE AND OIL FIELD ROAD LEADING SOUTH, 8 FEET SOUTH OF
 AW2070'A FENCE CORNER, 2 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT WEST OF A
 AW2070'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 AW2070'INCHES.
 AW2070
 AW2070                          STATION RECOVERY (1964)
 AW2070
 AW2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2070'RECOVERED IN GOOD CONDITION.
 AW2070
 AW2070                          STATION RECOVERY (1978)
 AW2070
 AW2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2070'ABOUT 4.8 MILES EAST ALONG GENOA-RED BLUFF ROAD FROM ITS JUNCTION WITH
 AW2070'STATE HIGHWAY 3 IN GENOA.  ABOUT 0.2 MILE WEST OF THE MAIN ENTRANCE
 AW2070'TO HUMBLE OIL REFINERY, 174 FEET WEST OF THE CENTERLINE OF THE WEST
 AW2070'ROAD TO THE REFINERY, 76 FEET EAST OF A GATE TO FRIENDSWOOD DEVELOP-
 AW2070'MENT COMPANY, 8 FEET SOUTH OF A FENCE CORNER AND 2 FEET NORTHEAST OF
 AW2070'A FENCE CORNER.
 AW2070
 AW2070                          STATION RECOVERY (1987)
 AW2070
 AW2070'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2070'RECOVERED IN GOOD CONDITION.
 AW2070
 AW2070                          STATION RECOVERY (1987)
 AW2070
 AW2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2070'RECOVERED IN GOOD CONDITION.
 AW2070
 AW2070                          STATION RECOVERY (1988)
 AW2070
 AW2070'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2070'RECOVERED IN GOOD CONDITION.
 AW2070
 AW2070                          STATION RECOVERY (1991)
 AW2070
 AW2070'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW2070'RECOVERED IN GOOD CONDITION.
 AW2070
 AW2070                          STATION RECOVERY (1993)
 AW2070
 AW2070'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2070'RECOVERED IN GOOD CONDITION.
 AW2070
 AW2070                          STATION RECOVERY (1994)
 AW2070
 AW2070'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2070'RECOVERED IN GOOD CONDITION.
 AW2070
 AW2070                          STATION RECOVERY (2004)
 AW2070
 AW2070'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2070'RECOVERED IN GOOD CONDITION.
 AW2070
 AW2070                          STATION RECOVERY (2005)
 AW2070
 AW2070'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2070'GP IS OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0062 ***********************************************************************
 AH0062  DESIGNATION -  V 1140
 AH0062  PID         -  AH0062
 AH0062  STATE/COUNTY-  TX/NUECES
 AH0062  USGS QUAD   -  ROBSTOWN (1975)
 AH0062
 AH0062                         *CURRENT SURVEY CONTROL
 AH0062  ___________________________________________________________________
 AH0062* NAD 83(1986)-  27 46 48.     (N)    097 37 38.     (W)     SCALED    
 AH0062* NAVD 88     -        20.234  (meters)      66.38   (feet)  ADJUSTED  
 AH0062  ___________________________________________________________________
 AH0062  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0062  DYNAMIC HT  -          20.203 (meters)      66.28  (feet)  COMP
 AH0062  MODELED GRAV-     979,119.8   (mgal)                       NAVD 88
 AH0062
 AH0062  VERT ORDER  -  FIRST     CLASS I
 AH0062
 AH0062.The horizontal coordinates were scaled from a topographic map and have
 AH0062.an estimated accuracy of +/- 6 seconds.
 AH0062
 AH0062.The orthometric height was determined by differential leveling
 AH0062.and adjusted by the National Geodetic Survey in June 1991..
 AH0062.WARNING-Repeat measurements at this control monument indicate possible
 AH0062.vertical movement.
 AH0062
 AH0062.The geoid height was determined by GEOID03.
 AH0062
 AH0062.The dynamic height is computed by dividing the NAVD 88
 AH0062.geopotential number by the normal gravity value computed on the
 AH0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0062.degrees latitude (g = 980.6199 gals.).
 AH0062
 AH0062.The modeled gravity was interpolated from observed gravity values.
 AH0062
 AH0062;                    North         East    Units  Estimated Accuracy
 AH0062;SPC TX S     - 5,234,440.      386,020.      MT  (+/- 180 meters Scaled)
 AH0062
 AH0062                          SUPERSEDED SURVEY CONTROL
 AH0062
 AH0062  NGVD 29 (??/??/92)   20.348  (m)           66.76   (f) ADJ UNCH    1 1
 AH0062
 AH0062.Superseded values are not recommended for survey control.
 AH0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0062.See file dsdata.txt to determine how the superseded data were derived.
 AH0062
 AH0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR352735(NAD 83)
 AH0062_MARKER: DB = BENCH MARK DISK
 AH0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0062_SP_SET: CONCRETE BASE
 AH0062_STAMPING: V 1140 1959
 AH0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0062
 AH0062  HISTORY     - Date     Condition        Report By
 AH0062  HISTORY     - 1959     MONUMENTED       CGS
 AH0062  HISTORY     - 1978     GOOD             NGS
 AH0062  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0062
 AH0062                          STATION DESCRIPTION
 AH0062
 AH0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0062'2.5 MI E FROM ROBSTOWN.
 AH0062'2.25 MILES EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE ST. LOUIS,
 AH0062'BROWNVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, THENCE ABOUT 0.25
 AH0062'MILE SOUTH ALONG A DIRT ROAD LEADING TO THE KRIS TV TOWER, IN THE TOP
 AH0062'OF THE NORTHEAST EDGE OF THE CONCRETE BASE OF THE TOWER, ABOUT 1 FOOT
 AH0062'ABOVE THE GROUND.  NOTE-- THIS TOWER IS 683 FEET HIGH.  NOTE-- NOW THE
 AH0062'SOUTHERN PACIFIC LINES.
 AH0062
 AH0062                          STATION RECOVERY (1978)
 AH0062
 AH0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0062'RECOVERED IN GOOD CONDITION.
 AH0062
 AH0062                          STATION RECOVERY (2001)
 AH0062
 AH0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0062'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0208 ***********************************************************************
 AH0208  DESIGNATION -  V 1141
 AH0208  PID         -  AH0208
 AH0208  STATE/COUNTY-  TX/SAN PATRICIO
 AH0208  USGS QUAD   -  GREGORY (1975)
 AH0208
 AH0208                         *CURRENT SURVEY CONTROL
 AH0208  ___________________________________________________________________
 AH0208* NAD 83(1986)-  27 56 36.     (N)    097 19 49.     (W)     SCALED    
 AH0208* NAVD 88     -        10.620  (meters)      34.84   (feet)  ADJUSTED  
 AH0208  ___________________________________________________________________
 AH0208  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AH0208  DYNAMIC HT  -          10.604 (meters)      34.79  (feet)  COMP
 AH0208  MODELED GRAV-     979,136.5   (mgal)                       NAVD 88
 AH0208
 AH0208  VERT ORDER  -  FIRST     CLASS II
 AH0208
 AH0208.The horizontal coordinates were scaled from a topographic map and have
 AH0208.an estimated accuracy of +/- 6 seconds.
 AH0208
 AH0208.The orthometric height was determined by differential leveling
 AH0208.and adjusted by the National Geodetic Survey in June 1991..
 AH0208
 AH0208.The geoid height was determined by GEOID03.
 AH0208
 AH0208.The dynamic height is computed by dividing the NAVD 88
 AH0208.geopotential number by the normal gravity value computed on the
 AH0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0208.degrees latitude (g = 980.6199 gals.).
 AH0208
 AH0208.The modeled gravity was interpolated from observed gravity values.
 AH0208
 AH0208;                    North         East    Units  Estimated Accuracy
 AH0208;SPC TX S     - 5,252,780.      415,120.      MT  (+/- 180 meters Scaled)
 AH0208
 AH0208                          SUPERSEDED SURVEY CONTROL
 AH0208
 AH0208  NGVD 29 (??/??/92)   10.802  (m)           35.44   (f) ADJ UNCH    1 2
 AH0208
 AH0208.Superseded values are not recommended for survey control.
 AH0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0208.See file dsdata.txt to determine how the superseded data were derived.
 AH0208
 AH0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR642920(NAD 83)
 AH0208_MARKER: DB = BENCH MARK DISK
 AH0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0208_SP_SET: BRIDGE
 AH0208_STAMPING: V 1141 1959
 AH0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0208
 AH0208  HISTORY     - Date     Condition        Report By
 AH0208  HISTORY     - 1959     MONUMENTED       CGS
 AH0208  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0208  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0208  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0208
 AH0208                          STATION DESCRIPTION
 AH0208
 AH0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0208'2.9 MI NW FROM GREGORY.
 AH0208'ABOUT 2.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0208'FROM THE STATION AT GREGORY, 94 FEET NORTHEAST OF THE NORTHEAST RAIL,
 AH0208'17 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 181, IN THE TOP
 AH0208'OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE ON
 AH0208'THE HIGHWAY, ABOUT LEVEL WITH THE TRACKS, AND ABOUT 6 INCHES ABOVE THE
 AH0208'LEVEL OF THE HIGHWAY.
 AH0208
 AH0208                          STATION RECOVERY (1969)
 AH0208
 AH0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0208'MARK NOT FOUND.
 AH0208
 AH0208                          STATION RECOVERY (1978)
 AH0208
 AH0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0208'SEARCHED FOR NOT RECOVERED THIS DATE.
 AH0208
 AH0208                          STATION RECOVERY (1995)
 AH0208
 AH0208'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0920 ***********************************************************************
 AW0920  DESIGNATION -  V 1142
 AW0920  PID         -  AW0920
 AW0920  STATE/COUNTY-  TX/HARRIS
 AW0920  USGS QUAD   -  JACINTO CITY (1982)
 AW0920
 AW0920                         *CURRENT SURVEY CONTROL
 AW0920  ___________________________________________________________________
 AW0920* NAD 83(1986)-  29 46 17.     (N)    095 10 42.     (W)     SCALED    
 AW0920* NAVD 88     -         6.740  (meters)      22.11   (feet)  ADJUSTED  
 AW0920  ___________________________________________________________________
 AW0920  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0920  DYNAMIC HT  -           6.730 (meters)      22.08  (feet)  COMP
 AW0920  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 AW0920
 AW0920  VERT ORDER  -  FIRST     CLASS II
 AW0920
 AW0920.The horizontal coordinates were scaled from a topographic map and have
 AW0920.an estimated accuracy of +/- 6 seconds.
 AW0920
 AW0920.The orthometric height was determined by differential leveling
 AW0920.and adjusted by the National Geodetic Survey in June 1991..
 AW0920
 AW0920.The geoid height was determined by GEOID03.
 AW0920
 AW0920.The dynamic height is computed by dividing the NAVD 88
 AW0920.geopotential number by the normal gravity value computed on the
 AW0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0920.degrees latitude (g = 980.6199 gals.).
 AW0920
 AW0920.The modeled gravity was interpolated from observed gravity values.
 AW0920
 AW0920;                    North         East    Units  Estimated Accuracy
 AW0920;SPC TXSC     - 4,220,830.      969,480.      MT  (+/- 180 meters Scaled)
 AW0920
 AW0920                          SUPERSEDED SURVEY CONTROL
 AW0920
 AW0920  NGVD 29 (12/23/87)    6.737  (m)           22.10   (f) ADJUSTED    1 2
 AW0920
 AW0920.Superseded values are not recommended for survey control.
 AW0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0920.See file dsdata.txt to determine how the superseded data were derived.
 AW0920
 AW0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN893954(NAD 83)
 AW0920_MARKER: DB = BENCH MARK DISK
 AW0920_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0920_SP_SET: HEADWALL
 AW0920_STAMPING: V 1142 1959
 AW0920_MARK LOGO: CGS   
 AW0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0920+STABILITY: SURFACE MOTION
 AW0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0920+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 AW0920
 AW0920  HISTORY     - Date     Condition        Report By
 AW0920  HISTORY     - 1959     MONUMENTED       CGS
 AW0920  HISTORY     - 1973     GOOD             NGS
 AW0920  HISTORY     - 1978     GOOD             NGS
 AW0920  HISTORY     - 1986     GOOD             NGS
 AW0920  HISTORY     - 1987     GOOD             USPSQD
 AW0920  HISTORY     - 1988     GOOD             USPSQD
 AW0920  HISTORY     - 1989     GOOD             USPSQD
 AW0920  HISTORY     - 19940911 GOOD             USPSQD
 AW0920  HISTORY     - 19991113 GOOD             USPSQD
 AW0920  HISTORY     - 20041122 GOOD             USPSQD
 AW0920
 AW0920                          STATION DESCRIPTION
 AW0920
 AW0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0920'2.15 MI E FROM GREENS BAYOU.
 AW0920'ABOUT 2.15 MILES EAST ALONG MARKET ST. FROM THE INTERSECTION WITH
 AW0920'FEDERAL RD. AT GREENS BAYOU, ON THE NORTH SIDE OF I-10, 162 FEET
 AW0920'NORTHWEST OF THE MIDDLE AND MOST NORTHERNLY CONCRETE PILLAR OF THE
 AW0920'FREEPORT ST. UNDER PASS, 83 FEET WEST OF THE CENTER LINE OF FREEPORT
 AW0920'ST., 19 FEET NORTH OF THE CENTER LINE OF AN ACCESS ROAD ON THE NORTH
 AW0920'SIDE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH
 AW0920'CONCRETE HEADWALL OF A LARGE BOX TYPE CULVERT, AND ABOUT 1 1/2 FEET
 AW0920'BELOW THE LEVEL OF THE ACCESS ROAD.
 AW0920
 AW0920                          STATION RECOVERY (1978)
 AW0920
 AW0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0920'RECOVERED IN GOOD CONDITION.
 AW0920
 AW0920                          STATION RECOVERY (1986)
 AW0920
 AW0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0920'RECOVERED IN GOOD CONDITION.
 AW0920
 AW0920                          STATION RECOVERY (1987)
 AW0920
 AW0920'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0920'RECOVERED IN GOOD CONDITION.
 AW0920
 AW0920                          STATION RECOVERY (1988)
 AW0920
 AW0920'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW0920'RECOVERED IN GOOD CONDITION.
 AW0920
 AW0920                          STATION RECOVERY (1989)
 AW0920
 AW0920'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0920'RECOVERED IN GOOD CONDITION.
 AW0920
 AW0920                          STATION RECOVERY (1994)
 AW0920
 AW0920'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0920'RECOVERED IN GOOD CONDITION.
 AW0920
 AW0920                          STATION RECOVERY (1999)
 AW0920
 AW0920'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0920'RECOVERED IN GOOD CONDITION.
 AW0920
 AW0920                          STATION RECOVERY (2004)
 AW0920
 AW0920'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0920'GO TO N 29 13 51.7 W 094 54 13.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1227 ***********************************************************************
 AW1227  DESIGNATION -  V 1143
 AW1227  PID         -  AW1227
 AW1227  STATE/COUNTY-  TX/BRAZORIA
 AW1227  USGS QUAD   -  ANGLETON (1974)
 AW1227
 AW1227                         *CURRENT SURVEY CONTROL
 AW1227  ___________________________________________________________________
 AW1227* NAD 83(1986)-  29 11 58.     (N)    095 26 03.     (W)     SCALED    
 AW1227* NAVD 88     -        10.09   (+/-2cm)      33.1    (feet)  VERTCON   
 AW1227  ___________________________________________________________________
 AW1227  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1227
 AW1227  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1227
 AW1227.The horizontal coordinates were scaled from a topographic map and have
 AW1227.an estimated accuracy of +/- 6 seconds.
 AW1227
 AW1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1227.The vertical order pertains to the NGVD 29 superseded value.
 AW1227
 AW1227.The geoid height was determined by GEOID03.
 AW1227
 AW1227;                    North         East    Units  Estimated Accuracy
 AW1227;SPC TXSC     - 4,156,690.      946,680.      MT  (+/- 180 meters Scaled)
 AW1227
 AW1227                          SUPERSEDED SURVEY CONTROL
 AW1227
 AW1227  NGVD 29 (??/??/92)   10.095  (m)           33.12   (f) ADJ UNCH    1 1
 AW1227
 AW1227.Superseded values are not recommended for survey control.
 AW1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1227.See file dsdata.txt to determine how the superseded data were derived.
 AW1227
 AW1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN633325(NAD 83)
 AW1227_MARKER: DB = BENCH MARK DISK
 AW1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1227_STAMPING: V 1143 1959
 AW1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1227+STABILITY: SURFACE MOTION
 AW1227
 AW1227  HISTORY     - Date     Condition        Report By
 AW1227  HISTORY     - 1959     MONUMENTED       CGS
 AW1227  HISTORY     - 1973     GOOD             NGS
 AW1227  HISTORY     - 1978     GOOD             NGS
 AW1227  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1227  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1227  HISTORY     - 19910704 MARK NOT FOUND   USPSQD
 AW1227
 AW1227                          STATION DESCRIPTION
 AW1227
 AW1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1227'2.15 MI N FROM ANGLETON.
 AW1227'2.15 MILES NORTH ALONG STATE HIGHWAY 288 FROM THE COUNTY COURTHOUSE AT
 AW1227'ANGLETON, 0.4 MILE NORTH OF THE JUNCTION OF COUNTY ROAD 341, 0.15 MILE
 AW1227'SOUTH OF THE JUNCTION OF A SHELL ROAD, AT THE CROSSING OF A POWER
 AW1227'LINE, 78 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 AW1227'SOUTH OF A T JUNCTION FENCE POST, 161 FEET EAST-SOUTHEAST AND ACROSS
 AW1227'THE HIGHWAY FROM POWER POLE F 1913 30A, 18 FEET SOUTH OF A POINT IN
 AW1227'LINE WITH AN EAST-WEST ROAD OF POWER POLES, 1.5 FEET WEST OF A FENCE,
 AW1227'1.1 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 AW1227'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 AW1227'GROUND.
 AW1227
 AW1227                          STATION RECOVERY (1978)
 AW1227
 AW1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1227'RECOVERED IN GOOD CONDITION.
 AW1227
 AW1227                          STATION RECOVERY (1987)
 AW1227
 AW1227'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1227'MARK NOT FOUND.
 AW1227
 AW1227                          STATION RECOVERY (1990)
 AW1227
 AW1227'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1227'MARK NOT FOUND.
 AW1227
 AW1227                          STATION RECOVERY (1991)
 AW1227
 AW1227'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2061 ***********************************************************************
 AW2061  DESIGNATION -  V 1144
 AW2061  PID         -  AW2061
 AW2061  STATE/COUNTY-  TX/HARRIS
 AW2061  USGS QUAD   -  PASADENA (1995)
 AW2061
 AW2061                         *CURRENT SURVEY CONTROL
 AW2061  ___________________________________________________________________
 AW2061* NAD 83(1986)-  29 37 39.     (N)    095 13 46.     (W)     SCALED    
 AW2061* NAVD 88     -        16.897  (meters)      55.44   (feet)  ADJUSTED  
 AW2061  ___________________________________________________________________
 AW2061  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW2061  DYNAMIC HT  -          16.874 (meters)      55.36  (feet)  COMP
 AW2061  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 AW2061
 AW2061  VERT ORDER  -  FIRST     CLASS II
 AW2061
 AW2061.The horizontal coordinates were scaled from a topographic map and have
 AW2061.an estimated accuracy of +/- 6 seconds.
 AW2061
 AW2061.The orthometric height was determined by differential leveling
 AW2061.and adjusted by the National Geodetic Survey in June 1991..
 AW2061
 AW2061.The geoid height was determined by GEOID03.
 AW2061
 AW2061.The dynamic height is computed by dividing the NAVD 88
 AW2061.geopotential number by the normal gravity value computed on the
 AW2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2061.degrees latitude (g = 980.6199 gals.).
 AW2061
 AW2061.The modeled gravity was interpolated from observed gravity values.
 AW2061
 AW2061;                    North         East    Units  Estimated Accuracy
 AW2061;SPC TXSC     - 4,204,730.      965,050.      MT  (+/- 180 meters Scaled)
 AW2061
 AW2061                          SUPERSEDED SURVEY CONTROL
 AW2061
 AW2061  NGVD 29 (12/23/87)   16.894  (m)           55.43   (f) ADJUSTED    1 2
 AW2061
 AW2061.Superseded values are not recommended for survey control.
 AW2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2061.See file dsdata.txt to determine how the superseded data were derived.
 AW2061
 AW2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN841795(NAD 83)
 AW2061_MARKER: DB = BENCH MARK DISK
 AW2061_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2061_SP_SET: BRIDGE ABUTMENT
 AW2061_STAMPING: V 1144 1959
 AW2061_MARK LOGO: CGS   
 AW2061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2061
 AW2061  HISTORY     - Date     Condition        Report By
 AW2061  HISTORY     - 1959     MONUMENTED       CGS
 AW2061  HISTORY     - 1973     GOOD             NGS
 AW2061  HISTORY     - 1974     GOOD             LOCENG
 AW2061  HISTORY     - 1978     GOOD             NGS
 AW2061  HISTORY     - 1987     GOOD             USPSQD
 AW2061  HISTORY     - 1987     GOOD             USPSQD
 AW2061  HISTORY     - 1987     GOOD             NGS
 AW2061  HISTORY     - 1988     GOOD             USPSQD
 AW2061  HISTORY     - 1988     GOOD             USPSQD
 AW2061  HISTORY     - 1988     GOOD             USPSQD
 AW2061  HISTORY     - 1988     GOOD             USPSQD
 AW2061  HISTORY     - 1988     GOOD             USPSQD
 AW2061  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 AW2061  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW2061  HISTORY     - 20030211 MARK NOT FOUND   USPSQD
 AW2061  HISTORY     - 20040211 MARK NOT FOUND   USPSQD
 AW2061  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW2061
 AW2061                          STATION DESCRIPTION
 AW2061
 AW2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2061'0.75 MI W FROM GENOA.
 AW2061'ABOUT 0.75 MILE WEST ALONG ALMEDA-GENOA RD. FROM THE POST OFFICE AT
 AW2061'GENOA, AT THE TOP OF THE WEST END OF THE OVERPASS OVER I-45 AND US
 AW2061'HIGHWAY 75, ABOUT 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN
 AW2061'THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT, AND ABOUT 1
 AW2061'FOOT ABOVE THE LEVEL OF THE ROAD.
 AW2061
 AW2061                          STATION RECOVERY (1974)
 AW2061
 AW2061'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW2061'RECOVERED IN GOOD CONDITION.
 AW2061
 AW2061                          STATION RECOVERY (1978)
 AW2061
 AW2061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2061'RECOVERED IN GOOD CONDITION.
 AW2061
 AW2061                          STATION RECOVERY (1987)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2061'RECOVERED IN GOOD CONDITION.
 AW2061
 AW2061                          STATION RECOVERY (1987)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2061'RECOVERED IN GOOD CONDITION.
 AW2061
 AW2061                          STATION RECOVERY (1987)
 AW2061
 AW2061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2061'RECOVERED IN GOOD CONDITION.
 AW2061
 AW2061                          STATION RECOVERY (1988)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW2061'RECOVERED IN GOOD CONDITION.
 AW2061
 AW2061                          STATION RECOVERY (1988)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW2061'RECOVERED IN GOOD CONDITION.
 AW2061
 AW2061                          STATION RECOVERY (1988)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW2061'RECOVERED IN GOOD CONDITION.
 AW2061
 AW2061                          STATION RECOVERY (1988)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW2061'RECOVERED IN GOOD CONDITION.
 AW2061
 AW2061                          STATION RECOVERY (1988)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW2061'RECOVERED IN GOOD CONDITION.
 AW2061
 AW2061                          STATION RECOVERY (1991)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW2061'MARK NOT FOUND.
 AW2061
 AW2061                          STATION RECOVERY (1998)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2061'MARK NOT FOUND.
 AW2061
 AW2061                          STATION RECOVERY (2003)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2061'MARK NOT FOUND.
 AW2061
 AW2061                          STATION RECOVERY (2004)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2061'MARK NOT FOUND.
 AW2061
 AW2061                          STATION RECOVERY (2004)
 AW2061
 AW2061'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1465 ***********************************************************************
 AW1465  DESIGNATION -  V 1145
 AW1465  PID         -  AW1465
 AW1465  STATE/COUNTY-  TX/CHAMBERS
 AW1465  USGS QUAD   -  ANAHUAC (1993)
 AW1465
 AW1465                         *CURRENT SURVEY CONTROL
 AW1465  ___________________________________________________________________
 AW1465* NAD 83(1986)-  29 46 26.     (N)    094 40 15.     (W)     SCALED    
 AW1465* NAVD 88     -         7.20   (+/-2cm)      23.6    (feet)  VERTCON   
 AW1465  ___________________________________________________________________
 AW1465  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW1465
 AW1465  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1465
 AW1465.The horizontal coordinates were scaled from a topographic map and have
 AW1465.an estimated accuracy of +/- 6 seconds.
 AW1465
 AW1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1465.The vertical order pertains to the NGVD 29 superseded value.
 AW1465
 AW1465.The geoid height was determined by GEOID03.
 AW1465
 AW1465;                    North         East    Units  Estimated Accuracy
 AW1465;SPC TXSC     - 4,222,810.    1,018,510.      MT  (+/- 180 meters Scaled)
 AW1465
 AW1465                          SUPERSEDED SURVEY CONTROL
 AW1465
 AW1465  NGVD 29 (??/??/92)    7.202  (m)           23.63   (f) ADJ UNCH    1 2
 AW1465
 AW1465.Superseded values are not recommended for survey control.
 AW1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1465.See file dsdata.txt to determine how the superseded data were derived.
 AW1465
 AW1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN384949(NAD 83)
 AW1465_MARKER: DB = BENCH MARK DISK
 AW1465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1465_SP_SET: BRIDGE
 AW1465_STAMPING: V 1145 1959
 AW1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1465+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 AW1465
 AW1465  HISTORY     - Date     Condition        Report By
 AW1465  HISTORY     - 1959     MONUMENTED       CGS
 AW1465  HISTORY     - 1973     GOOD             NGS
 AW1465  HISTORY     - 1978     GOOD             NGS
 AW1465  HISTORY     - 1990     GOOD             USPSQD
 AW1465  HISTORY     - 19960906 GOOD             USPSQD
 AW1465  HISTORY     - 20010331 GOOD             NGS
 AW1465  HISTORY     - 20040220 GOOD             USPSQD
 AW1465  HISTORY     - 20041020 GOOD             USPSQD
 AW1465
 AW1465                          STATION DESCRIPTION
 AW1465
 AW1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1465'0.05 MI N FROM ANAHUAC.
 AW1465'ABOUT 0.05 MILES NORTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH
 AW1465'STATE HIGHWAY 61 AT ANAHUAC, 25.5 FEET WEST OF THE CENTER LINE OF FARM
 AW1465'ROAD 563, 142 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 61, 2
 AW1465'FEET NORTH OF THE SOUTHWEST END OF A BRIDGE.  A C AND GS DISK SET IN
 AW1465'THE TOP OF THE SOUTHWEST HEADWALL OF A CONCRETE BRIDGE OVER A CANAL.
 AW1465'ABOUT LEVEL WITH THE ROAD.
 AW1465
 AW1465                          STATION RECOVERY (1978)
 AW1465
 AW1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1465'RECOVERED IN GOOD CONDITION.
 AW1465
 AW1465                          STATION RECOVERY (1990)
 AW1465
 AW1465'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBS)
 AW1465'RECOVERED IN GOOD CONDITION.
 AW1465
 AW1465                          STATION RECOVERY (1996)
 AW1465
 AW1465'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1465'RECOVERED IN GOOD CONDITION.
 AW1465
 AW1465                          STATION RECOVERY (2001)
 AW1465
 AW1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1465'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1465
 AW1465                          STATION RECOVERY (2004)
 AW1465
 AW1465'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1465'RECOVERED IN GOOD CONDITION.
 AW1465
 AW1465                          STATION RECOVERY (2004)
 AW1465
 AW1465'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1465'R1 FOUND
 AW1465'R2 APPEARS TO BE UNDER THE PARKILG LOT.
 AW1465'R3 FOUND BUT THE POWER POLE AND MOBILE HOME ARE GONE.
 AW1465'BM C 1138 1958. FOUND BUT WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0973 ***********************************************************************
 AW0973  DESIGNATION -  V 1146
 AW0973  PID         -  AW0973
 AW0973  STATE/COUNTY-  TX/HARRIS
 AW0973  USGS QUAD   -  PASADENA (1995)
 AW0973
 AW0973                         *CURRENT SURVEY CONTROL
 AW0973  ___________________________________________________________________
 AW0973* NAD 83(1986)-  29 42 54.     (N)    095 13 08.     (W)     SCALED    
 AW0973* NAVD 88     -         4.429  (meters)      14.53   (feet)  ADJUSTED  
 AW0973  ___________________________________________________________________
 AW0973  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW0973  DYNAMIC HT  -           4.423 (meters)      14.51  (feet)  COMP
 AW0973  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AW0973  OBS GRAVITY -     979,288.2   (mgal)                       GRAV_OBS
 AW0973
 AW0973  VERT ORDER  -  FIRST     CLASS II
 AW0973
 AW0973.The horizontal coordinates were scaled from a topographic map and have
 AW0973.an estimated accuracy of +/- 6 seconds.
 AW0973
 AW0973.The orthometric height was determined by differential leveling
 AW0973.and adjusted by the National Geodetic Survey in June 1991..
 AW0973
 AW0973.The geoid height was determined by GEOID03.
 AW0973
 AW0973.The dynamic height is computed by dividing the NAVD 88
 AW0973.geopotential number by the normal gravity value computed on the
 AW0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0973.degrees latitude (g = 980.6199 gals.).
 AW0973
 AW0973.The modeled gravity was interpolated from observed gravity values.
 AW0973.The observed gravity was obtained from relative gravimeter ties
 AW0973.to the IGSN71 gravity network.
 AW0973
 AW0973;                    North         East    Units  Estimated Accuracy
 AW0973;SPC TXSC     - 4,214,450.      965,760.      MT  (+/- 180 meters Scaled)
 AW0973
 AW0973                          SUPERSEDED SURVEY CONTROL
 AW0973
 AW0973  NGVD 29 (12/23/87)    4.426  (m)           14.52   (f) ADJUSTED    1 2
 AW0973
 AW0973.Superseded values are not recommended for survey control.
 AW0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0973.See file dsdata.txt to determine how the superseded data were derived.
 AW0973
 AW0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN853892(NAD 83)
 AW0973_MARKER: DB = BENCH MARK DISK
 AW0973_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0973_SP_SET: ABUTMENT
 AW0973_STAMPING: V 1146 1959
 AW0973_MARK LOGO: CGS   
 AW0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0973+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW0973
 AW0973  HISTORY     - Date     Condition        Report By
 AW0973  HISTORY     - 1959     MONUMENTED       CGS
 AW0973  HISTORY     - 1973     GOOD             NGS
 AW0973  HISTORY     - 1978     GOOD             NGS
 AW0973  HISTORY     - 1986     GOOD             NGS
 AW0973  HISTORY     - 1987     GOOD             USPSQD
 AW0973  HISTORY     - 1987     GOOD             USPSQD
 AW0973  HISTORY     - 1987     GOOD             USPSQD
 AW0973  HISTORY     - 1987     GOOD             USPSQD
 AW0973  HISTORY     - 1987     GOOD             USPSQD
 AW0973  HISTORY     - 1987     GOOD             USPSQD
 AW0973  HISTORY     - 1987     GOOD             USPSQD
 AW0973  HISTORY     - 1988     GOOD             USPSQD
 AW0973  HISTORY     - 1988     GOOD             USPSQD
 AW0973  HISTORY     - 1988     GOOD             USPSQD
 AW0973  HISTORY     - 1988     GOOD             USPSQD
 AW0973  HISTORY     - 1988     GOOD             USPSQD
 AW0973  HISTORY     - 1988     GOOD             USPSQD
 AW0973  HISTORY     - 1989     GOOD             USPSQD
 AW0973  HISTORY     - 1989     GOOD             USPSQD
 AW0973  HISTORY     - 1989     GOOD             USPSQD
 AW0973  HISTORY     - 1990     GOOD             USPSQD
 AW0973  HISTORY     - 1990     GOOD             USPSQD
 AW0973  HISTORY     - 19980326 GOOD             USPSQD
 AW0973  HISTORY     - 20020315 GOOD             USPSQD
 AW0973  HISTORY     - 20030927 GOOD             USPSQD
 AW0973  HISTORY     - 20041126 GOOD             USPSQD
 AW0973  HISTORY     - 20060520 GOOD             USPSQD
 AW0973
 AW0973                          STATION DESCRIPTION
 AW0973
 AW0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0973'0.35 MI NE FROM PASADENA.
 AW0973'ABOUT 0.35 MILE NORTHEAST ALONG NORTH RICHEY FROM THE INTERSECTION OF
 AW0973'THE PASADENA FREEWAY AND STATE HIGHWAY 225 AT PASADENA, ABOUT 34 FEET
 AW0973'NORTHWEST OF THE CENTER LINE OF THE STREET, SET IN THE TOP OF THE
 AW0973'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A BRIDGE OVER
 AW0973'VINCE BAYOU, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE STREET.
 AW0973
 AW0973                          STATION RECOVERY (1978)
 AW0973
 AW0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1986)
 AW0973
 AW0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1987)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1987)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1987)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1987 (MD)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1987)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1987)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1987)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1987)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1988)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1988)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1988)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1988)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1988)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1988)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1989)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1989)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1989)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1989 (KHR)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1990)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1990)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (1998)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (2002)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 2002 (RK)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (2003)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0973'RECOVERED IN GOOD CONDITION.
 AW0973
 AW0973                          STATION RECOVERY (2004)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0973'GO TO N 29 42 53.2 W 095 13 07.1.
 AW0973
 AW0973                          STATION RECOVERY (2006)
 AW0973
 AW0973'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW0973'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0127 ***********************************************************************
 AW0127  DESIGNATION -  V 1148
 AW0127  PID         -  AW0127
 AW0127  STATE/COUNTY-  TX/WALLER
 AW0127  USGS QUAD   -  BROOKSHIRE (1980)
 AW0127
 AW0127                         *CURRENT SURVEY CONTROL
 AW0127  ___________________________________________________________________
 AW0127* NAD 83(1986)-  29 47 09.     (N)    095 54 32.     (W)     SCALED    
 AW0127* NAVD 88     -        47.97   (+/-2cm)     157.4    (feet)  VERTCON   
 AW0127  ___________________________________________________________________
 AW0127  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0127
 AW0127  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0127
 AW0127.The horizontal coordinates were scaled from a topographic map and have
 AW0127.an estimated accuracy of +/- 6 seconds.
 AW0127
 AW0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0127.The vertical order pertains to the NGVD 29 superseded value.
 AW0127
 AW0127.The geoid height was determined by GEOID03.
 AW0127
 AW0127;                    North         East    Units  Estimated Accuracy
 AW0127;SPC TXSC     - 4,220,340.      898,820.      MT  (+/- 180 meters Scaled)
 AW0127
 AW0127                          SUPERSEDED SURVEY CONTROL
 AW0127
 AW0127  NGVD 29 (??/??/92)   47.950  (m)          157.32   (f) ADJ UNCH    1 1
 AW0127
 AW0127.Superseded values are not recommended for survey control.
 AW0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0127.See file dsdata.txt to determine how the superseded data were derived.
 AW0127
 AW0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN187986(NAD 83)
 AW0127_MARKER: DB = BENCH MARK DISK
 AW0127_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0127_SP_SET: 32 FT.
 AW0127_STAMPING: V 1148 1959
 AW0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0127
 AW0127  HISTORY     - Date     Condition        Report By
 AW0127  HISTORY     - 1959     MONUMENTED       CGS
 AW0127  HISTORY     - 1973     GOOD             NGS
 AW0127  HISTORY     - 1976     GOOD             NGS
 AW0127  HISTORY     - 1978     GOOD             NGS
 AW0127  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0127  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0127  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AW0127
 AW0127                          STATION DESCRIPTION
 AW0127
 AW0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0127'2.65 MI E FROM BROOKSHIRE.
 AW0127'ABOUT 2.65 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0127'THE STATION AT BROOKSHIRE, ABOUT 0.15 MILE WEST OF A ROAD CROSSING
 AW0127'LEADING NORTH, 59 FEET NORTH OF THE CENTER LINE OF US HIGHWAY 90, 37.7
 AW0127'FEET SOUTH OF THE SOUTH RAIL, 38.1 FOOT EAST OF A PHILLIPS PIPELINE
 AW0127'CONCRETE POST MARKER, 1 1/2 FEET WEST OF A METAL WITNESS POST, ABOUT
 AW0127'0.3 FOOT BELOW THE LEVEL OF THE HIGHWAY AND 2 FEET BELOW THE LEVEL OF
 AW0127'THE TRACKS, AND IS A DISK SET IN THE TOP OF A 5/8-INCH COPPER COATED
 AW0127'STEEL ROD AND PROTECTED BY A 6-INCH CONCRETE TILE WHICH PROJECTS 0.4
 AW0127'FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 AW0127
 AW0127                          STATION RECOVERY (1976)
 AW0127
 AW0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0127'RECOVERED IN GOOD CONDITION.
 AW0127
 AW0127                          STATION RECOVERY (1978)
 AW0127
 AW0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0127'RECOVERED IN GOOD CONDITION.
 AW0127
 AW0127                          STATION RECOVERY (1986)
 AW0127
 AW0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0127'NOT RECOVERED.
 AW0127
 AW0127                          STATION RECOVERY (1990)
 AW0127
 AW0127'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0127'MARK NOT FOUND.
 AW0127
 AW0127                          STATION RECOVERY (2004)
 AW0127
 AW0127'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1263 ***********************************************************************
 BL1263  DESIGNATION -  V 1149
 BL1263  PID         -  BL1263
 BL1263  STATE/COUNTY-  TX/MONTGOMERY
 BL1263  USGS QUAD   -  CONROE (1976)
 BL1263
 BL1263                         *CURRENT SURVEY CONTROL
 BL1263  ___________________________________________________________________
 BL1263* NAD 83(1986)-  30 21 54.     (N)    095 27 39.     (W)     SCALED    
 BL1263* NAVD 88     -        69.033  (meters)     226.49   (feet)  ADJUSTED  
 BL1263  ___________________________________________________________________
 BL1263  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL1263  DYNAMIC HT  -          68.941 (meters)     226.18  (feet)  COMP
 BL1263  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 BL1263
 BL1263  VERT ORDER  -  FIRST     CLASS I
 BL1263
 BL1263.The horizontal coordinates were scaled from a topographic map and have
 BL1263.an estimated accuracy of +/- 6 seconds.
 BL1263
 BL1263.The orthometric height was determined by differential leveling
 BL1263.and adjusted by the National Geodetic Survey in June 1991..
 BL1263
 BL1263.The geoid height was determined by GEOID03.
 BL1263
 BL1263.The dynamic height is computed by dividing the NAVD 88
 BL1263.geopotential number by the normal gravity value computed on the
 BL1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1263.degrees latitude (g = 980.6199 gals.).
 BL1263
 BL1263.The modeled gravity was interpolated from observed gravity values.
 BL1263
 BL1263;                    North         East    Units  Estimated Accuracy
 BL1263;SPC TX C     - 3,087,670.    1,168,220.      MT  (+/- 180 meters Scaled)
 BL1263
 BL1263                          SUPERSEDED SURVEY CONTROL
 BL1263
 BL1263  NGVD 29 (12/23/87)   69.036  (m)          226.50   (f) ADJUSTED    1 1
 BL1263
 BL1263.Superseded values are not recommended for survey control.
 BL1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1263.See file dsdata.txt to determine how the superseded data were derived.
 BL1263
 BL1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP634618(NAD 83)
 BL1263_MARKER: DB = BENCH MARK DISK
 BL1263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1263_SP_SET: SHALLOW-SET PIPE
 BL1263_STAMPING: V 1149 1959
 BL1263_MARK LOGO: CGS   
 BL1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1263
 BL1263  HISTORY     - Date     Condition        Report By
 BL1263  HISTORY     - 1959     MONUMENTED       CGS
 BL1263  HISTORY     - 1973     GOOD             NGS
 BL1263  HISTORY     - 1978     GOOD             NGS
 BL1263  HISTORY     - 1987     GOOD             NGS
 BL1263
 BL1263                          STATION DESCRIPTION
 BL1263
 BL1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1263'3.8 MI N FROM CONROE.
 BL1263'ABOUT 3.8 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1263'A CONROE, ABOUT 1 POLE NORTH OF MILE POST 108, 95 FEET NORTHEAST AND
 BL1263'ACROSS FROM THE TRACKS FROM TELEPHONE POLE 56G, 46.2 FEET EAST OF THE
 BL1263'EAST RAIL, 1 FOOT WEST OF A FENCE 0.8 FOOT SOUTH OF A METAL WITNESS
 BL1263'POST, 1 FOOT BELOW THE LEVEL OF THE RAILS, AND IS A DISK SET ON TOP OF
 BL1263'A 3-INCH IRON PIPE WHICH PROJECTS 0.2 FOOT.
 BL1263
 BL1263                          STATION RECOVERY (1978)
 BL1263
 BL1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1263'RECOVERED IN GOOD CONDITION.
 BL1263
 BL1263                          STATION RECOVERY (1987)
 BL1263
 BL1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1263'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.1 KM (3.80
 BL1263'MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1263'WITH AVENUE A IN CONROE, OR 7.8 KM (4.85 MI) SOUTHERLY ALONG THE
 BL1263'MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH STEWART STREET IN
 BL1263'WILLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0306 ***********************************************************************
 DO0306  DESIGNATION -  V 114=977
 DO0306  PID         -  DO0306
 DO0306  STATE/COUNTY-  TX/WICHITA
 DO0306  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0306
 DO0306                         *CURRENT SURVEY CONTROL
 DO0306  ___________________________________________________________________
 DO0306* NAD 83(1986)-  33 56 31.     (N)    098 36 42.     (W)     SCALED    
 DO0306* NAVD 88     -       298.202  (meters)     978.35   (feet)  ADJUSTED  
 DO0306  ___________________________________________________________________
 DO0306  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DO0306  DYNAMIC HT  -         297.874 (meters)     977.27  (feet)  COMP
 DO0306  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DO0306
 DO0306  VERT ORDER  -  FIRST     CLASS II
 DO0306
 DO0306.The horizontal coordinates were scaled from a topographic map and have
 DO0306.an estimated accuracy of +/- 6 seconds.
 DO0306
 DO0306.The orthometric height was determined by differential leveling
 DO0306.and adjusted by the National Geodetic Survey in June 1991..
 DO0306
 DO0306.The geoid height was determined by GEOID03.
 DO0306
 DO0306.The dynamic height is computed by dividing the NAVD 88
 DO0306.geopotential number by the normal gravity value computed on the
 DO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0306.degrees latitude (g = 980.6199 gals.).
 DO0306
 DO0306.The modeled gravity was interpolated from observed gravity values.
 DO0306
 DO0306;                    North         East    Units  Estimated Accuracy
 DO0306;SPC TXNC     - 2,252,320.      589,680.      MT  (+/- 180 meters Scaled)
 DO0306
 DO0306                          SUPERSEDED SURVEY CONTROL
 DO0306
 DO0306  NGVD 29 (??/??/92)  298.121  (m)          978.09   (f) ADJ UNCH    1 2
 DO0306
 DO0306.Superseded values are not recommended for survey control.
 DO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0306.See file dsdata.txt to determine how the superseded data were derived.
 DO0306
 DO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC358557(NAD 83)
 DO0306_MARKER: P = PIPE CAP
 DO0306_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DO0306_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DO0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0306
 DO0306  HISTORY     - Date     Condition        Report By
 DO0306  HISTORY     - UNK      MONUMENTED       USGS
 DO0306  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0306  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0306
 DO0306                          STATION DESCRIPTION
 DO0306
 DO0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0306'3.4 MI SE FROM IOWA PARK.
 DO0306'3.4 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0306'IOWA PARK, WICHITA COUNTY, AT MILEAGE 121.6, 200 FEET WEST OF A
 DO0306'BRIDGE, AND 42 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A U. S.
 DO0306'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 978.085 V 144 1933 AND RIVETED
 DO0306'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 DO0306
 DO0306                          STATION RECOVERY (2001)
 DO0306
 DO0306'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2188 ***********************************************************************
 CS2188  DESIGNATION -  V 115
 CS2188  PID         -  CS2188
 CS2188  STATE/COUNTY-  TX/SOMERVELL
 CS2188  USGS QUAD   -  NEMO (1979)
 CS2188
 CS2188                         *CURRENT SURVEY CONTROL
 CS2188  ___________________________________________________________________
 CS2188* NAD 83(1986)-  32 16 36.     (N)    097 44 45.     (W)     SCALED    
 CS2188* NAVD 88     -       200.758  (meters)     658.65   (feet)  ADJUSTED  
 CS2188  ___________________________________________________________________
 CS2188  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CS2188  DYNAMIC HT  -         200.512 (meters)     657.85  (feet)  COMP
 CS2188  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 CS2188
 CS2188  VERT ORDER  -  SECOND    CLASS 0
 CS2188
 CS2188.The horizontal coordinates were scaled from a topographic map and have
 CS2188.an estimated accuracy of +/- 6 seconds.
 CS2188
 CS2188.The orthometric height was determined by differential leveling
 CS2188.and adjusted by the National Geodetic Survey in June 1991..
 CS2188
 CS2188.The geoid height was determined by GEOID03.
 CS2188
 CS2188.The dynamic height is computed by dividing the NAVD 88
 CS2188.geopotential number by the normal gravity value computed on the
 CS2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2188.degrees latitude (g = 980.6199 gals.).
 CS2188
 CS2188.The modeled gravity was interpolated from observed gravity values.
 CS2188
 CS2188;                    North         East    Units  Estimated Accuracy
 CS2188;SPC TXNC     - 2,067,900.      671,050.      MT  (+/- 180 meters Scaled)
 CS2188
 CS2188                          SUPERSEDED SURVEY CONTROL
 CS2188
 CS2188  NGVD 29 (??/??/92)  200.727  (m)          658.55   (f) ADJ UNCH    2 0
 CS2188
 CS2188.Superseded values are not recommended for survey control.
 CS2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2188.See file dsdata.txt to determine how the superseded data were derived.
 CS2188
 CS2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA181717(NAD 83)
 CS2188_MARKER: DB = BENCH MARK DISK
 CS2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2188_STAMPING: V 115 1933 658.552
 CS2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2188+STABILITY: SURFACE MOTION
 CS2188
 CS2188  HISTORY     - Date     Condition        Report By
 CS2188  HISTORY     - 1933     MONUMENTED       CGS
 CS2188  HISTORY     - 1952     GOOD             NGS
 CS2188  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2188  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2188
 CS2188                          STATION DESCRIPTION
 CS2188
 CS2188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2188'4.4 MI N FROM GLEN ROSE.
 CS2188'ABOUT 4.4 MILES NORTH OF GLEN ROSE ALONG THE OLD GRANBURY ROAD, NOW A
 CS2188'COUNTY ROAD, IN A TRIANGULAR AREA IN FRONT OR EAST OF THE SNYDER
 CS2188'HOUSE, ABOUT MIDWAY BETWEEN THE TWO ENTRANCE ROADS AND ABOUT 60 FEET
 CS2188'WEST OF THE COUNTY ROAD AT A CURVE.  IT IS ABOUT 80 FEET EAST OF THE
 CS2188'HOUSE.  A DISK IN A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND IS
 CS2188'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- TO REACH FROM GLEN
 CS2188'ROSE, GO NORTH AND EAST ON THE MAIN US HIGHWAY 67 2.3 MILES TO THE
 CS2188'JUNCTION OF HIGHWAYS 67 AND 144.  THEN GO NORTH ON HIGHWAY 144, 1.1
 CS2188'MILES.  THEN TAKE A LEFT FORK, THE OLD GLEN ROSE-GRANBURY ROAD AND GO
 CS2188'1.0 MILE TO THE MARK ON THE WEST AS DESCRIBED.
 CS2188
 CS2188                          STATION RECOVERY (1999)
 CS2188
 CS2188'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2188'MARK NOT FOUND.
 CS2188
 CS2188                          STATION RECOVERY (2004)
 CS2188
 CS2188'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS2188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0720 ***********************************************************************
 CT0720  DESIGNATION -  V 1152
 CT0720  PID         -  CT0720
 CT0720  STATE/COUNTY-  TX/JONES
 CT0720  USGS QUAD   -  TRUBY (1984)
 CT0720
 CT0720                         *CURRENT SURVEY CONTROL
 CT0720  ___________________________________________________________________
 CT0720* NAD 83(1986)-  32 43 41.     (N)    099 54 15.     (W)     SCALED    
 CT0720* NAVD 88     -       542.517  (meters)    1779.91   (feet)  ADJUSTED  
 CT0720  ___________________________________________________________________
 CT0720  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CT0720  DYNAMIC HT  -         541.815 (meters)    1777.60  (feet)  COMP
 CT0720  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 CT0720
 CT0720  VERT ORDER  -  SECOND    CLASS 0
 CT0720
 CT0720.The horizontal coordinates were scaled from a topographic map and have
 CT0720.an estimated accuracy of +/- 6 seconds.
 CT0720
 CT0720.The orthometric height was determined by differential leveling
 CT0720.and adjusted by the National Geodetic Survey in June 1991..
 CT0720
 CT0720.The geoid height was determined by GEOID03.
 CT0720
 CT0720.The dynamic height is computed by dividing the NAVD 88
 CT0720.geopotential number by the normal gravity value computed on the
 CT0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0720.degrees latitude (g = 980.6199 gals.).
 CT0720
 CT0720.The modeled gravity was interpolated from observed gravity values.
 CT0720
 CT0720;                    North         East    Units  Estimated Accuracy
 CT0720;SPC TXNC     - 2,118,580.      468,390.      MT  (+/- 180 meters Scaled)
 CT0720
 CT0720                          SUPERSEDED SURVEY CONTROL
 CT0720
 CT0720  NGVD 29 (??/??/92)  542.324  (m)         1779.27   (f) ADJ UNCH    2 0
 CT0720
 CT0720.Superseded values are not recommended for survey control.
 CT0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0720.See file dsdata.txt to determine how the superseded data were derived.
 CT0720
 CT0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB152215(NAD 83)
 CT0720_MARKER: DB = BENCH MARK DISK
 CT0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0720_STAMPING: V 1152 1961
 CT0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0720+STABILITY: SURFACE MOTION
 CT0720
 CT0720  HISTORY     - Date     Condition        Report By
 CT0720  HISTORY     - 1961     MONUMENTED       CGS
 CT0720
 CT0720                          STATION DESCRIPTION
 CT0720
 CT0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0720'2.15 MI SW FROM ANSON.
 CT0720'1.3 MILES SOUTH ALONG U.S. HIGHWAY 83 AND 277 FROM THE COURTHOUSE AT
 CT0720'ANSON, THENCE 0.85 MILES SOUTHWEST ALONG FARM ROAD 707, 40 FEET WEST
 CT0720'OF THE CENTER LINE OF FARM ROAD 707, 30 FEET SOUTH OF A FENCE CORNER,
 CT0720'3 FEET NORTH OF A POWER POLE WITH TWO GUYWIRES AND A TRANSFORMER, 1
 CT0720'FOOT EAST OF A FENCE, LEVEL WITH THE ROAD, 2.6 FEET SOUTH OF A METAL
 CT0720'WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4
 CT0720'FEET IN THE GROUND AND PROJECTING 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0227 ***********************************************************************
 CU0227  DESIGNATION -  V 1157
 CU0227  PID         -  CU0227
 CU0227  STATE/COUNTY-  TX/TAYLOR
 CU0227  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0227
 CU0227                         *CURRENT SURVEY CONTROL
 CU0227  ___________________________________________________________________
 CU0227* NAD 83(1986)-  32 20 32.     (N)    100 07 23.     (W)     SCALED    
 CU0227* NAVD 88     -       647.991  (meters)    2125.95   (feet)  ADJUSTED  
 CU0227  ___________________________________________________________________
 CU0227  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CU0227  DYNAMIC HT  -         647.131 (meters)    2123.13  (feet)  COMP
 CU0227  MODELED GRAV-     979,291.5   (mgal)                       NAVD 88
 CU0227
 CU0227  VERT ORDER  -  SECOND    CLASS 0
 CU0227
 CU0227.The horizontal coordinates were scaled from a topographic map and have
 CU0227.an estimated accuracy of +/- 6 seconds.
 CU0227
 CU0227.The orthometric height was determined by differential leveling
 CU0227.and adjusted by the National Geodetic Survey in June 1991..
 CU0227
 CU0227.The geoid height was determined by GEOID03.
 CU0227
 CU0227.The dynamic height is computed by dividing the NAVD 88
 CU0227.geopotential number by the normal gravity value computed on the
 CU0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0227.degrees latitude (g = 980.6199 gals.).
 CU0227
 CU0227.The modeled gravity was interpolated from observed gravity values.
 CU0227
 CU0227;                    North         East    Units  Estimated Accuracy
 CU0227;SPC TXNC     - 2,076,090.      447,220.      MT  (+/- 180 meters Scaled)
 CU0227
 CU0227                          SUPERSEDED SURVEY CONTROL
 CU0227
 CU0227  NGVD 29 (??/??/92)  647.797  (m)         2125.31   (f) ADJ UNCH    2 0
 CU0227
 CU0227.Superseded values are not recommended for survey control.
 CU0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0227.See file dsdata.txt to determine how the superseded data were derived.
 CU0227
 CU0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA943789(NAD 83)
 CU0227_MARKER: DB = BENCH MARK DISK
 CU0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0227_STAMPING: V 1157 1961
 CU0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0227+STABILITY: SURFACE MOTION
 CU0227
 CU0227  HISTORY     - Date     Condition        Report By
 CU0227  HISTORY     - 1961     MONUMENTED       CGS
 CU0227  HISTORY     - 20011013 GOOD             USPSQD
 CU0227
 CU0227                          STATION DESCRIPTION
 CU0227
 CU0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0227'14.8 MI S FROM MERKEL.
 CU0227'14.8 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0227'180 FEET WEST OF THE CENTER OF A Y-INTERSECTION, 46 FEET NORTHWEST OF
 CU0227'THE CENTER LINE OF FARM ROAD 126, 33 FEET SOUTHEAST OF THE CENTER LINE
 CU0227'OF A GRAVEL ROAD, 4 FEET EAST OF A POWER POLE, LEVEL WITH THE ROAD, 8
 CU0227'FEET WEST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH
 CU0227'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND SURFACE.
 CU0227
 CU0227                          STATION RECOVERY (2001)
 CU0227
 CU0227'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0590 ***********************************************************************
 CT0590  DESIGNATION -  V 1158
 CT0590  PID         -  CT0590
 CT0590  STATE/COUNTY-  TX/CALLAHAN
 CT0590  USGS QUAD   -  EULA (1984)
 CT0590
 CT0590                         *CURRENT SURVEY CONTROL
 CT0590  ___________________________________________________________________
 CT0590* NAD 83(1986)-  32 18 44.     (N)    099 30 23.     (W)     SCALED    
 CT0590* NAVD 88     -       592.650  (meters)    1944.39   (feet)  POSTED    
 CT0590  ___________________________________________________________________
 CT0590  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CT0590  DYNAMIC HT  -         591.870 (meters)    1941.83  (feet)  COMP
 CT0590  MODELED GRAV-     979,303.8   (mgal)                       NAVD 88
 CT0590
 CT0590  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0590
 CT0590.The horizontal coordinates were scaled from a topographic map and have
 CT0590.an estimated accuracy of +/- 6 seconds.
 CT0590
 CT0590.The orthometric height was determined by differential leveling
 CT0590.and adjusted by the National Geodetic Survey in 1992..
 CT0590.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0590.rate of 1.1 thru 2.0 mm/km.
 CT0590
 CT0590.The geoid height was determined by GEOID03.
 CT0590
 CT0590.The dynamic height is computed by dividing the NAVD 88
 CT0590.geopotential number by the normal gravity value computed on the
 CT0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0590.degrees latitude (g = 980.6199 gals.).
 CT0590
 CT0590.The modeled gravity was interpolated from observed gravity values.
 CT0590
 CT0590;                    North         East    Units  Estimated Accuracy
 CT0590;SPC TXNC     - 2,072,040.      505,230.      MT  (+/- 180 meters Scaled)
 CT0590
 CT0590                          SUPERSEDED SURVEY CONTROL
 CT0590
 CT0590  NGVD 29 (??/??/92)  592.482  (m)         1943.83   (f) ADJ UNCH    1 2
 CT0590
 CT0590.Superseded values are not recommended for survey control.
 CT0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0590.See file dsdata.txt to determine how the superseded data were derived.
 CT0590
 CT0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA523751(NAD 83)
 CT0590_MARKER: DB = BENCH MARK DISK
 CT0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0590_STAMPING: V 1158 1961
 CT0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0590+STABILITY: SURFACE MOTION
 CT0590
 CT0590  HISTORY     - Date     Condition        Report By
 CT0590  HISTORY     - 1961     MONUMENTED       CGS
 CT0590  HISTORY     - 1971     GOOD             LOCENG
 CT0590
 CT0590                          STATION DESCRIPTION
 CT0590
 CT0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0590'7.4 MI SW FROM CLYDE.
 CT0590'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0590'TO FARM ROAD 604, THENCE 7.2 MILES SOUTHWEST ALONG FARM ROAD 604, 40.6
 CT0590'FEET WEST OF THE CENTER LINE OF FARM ROAD 604, 4 FEET NORTH OF A FENCE
 CT0590'CORNER, 0.6 FEET EAST OF A FENCE, 1.6 FEET BELOW THE LEVEL OF THE
 CT0590'ROAD, 3.11 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF
 CT0590'A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE
 CT0590'GROUND.
 CT0590
 CT0590                          STATION RECOVERY (1971)
 CT0590
 CT0590'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 CT0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0575 ***********************************************************************
 CT0575  DESIGNATION -  V 1159
 CT0575  PID         -  CT0575
 CT0575  STATE/COUNTY-  TX/TAYLOR
 CT0575  USGS QUAD   -  ABILENE EAST (1987)
 CT0575
 CT0575                         *CURRENT SURVEY CONTROL
 CT0575  ___________________________________________________________________
 CT0575* NAD 83(1986)-  32 27 35.     (N)    099 38 20.     (W)     SCALED    
 CT0575* NAVD 88     -       541.919  (meters)    1777.95   (feet)  ADJUSTED  
 CT0575  ___________________________________________________________________
 CT0575  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CT0575  DYNAMIC HT  -         541.214 (meters)    1775.63  (feet)  COMP
 CT0575  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 CT0575
 CT0575  VERT ORDER  -  SECOND    CLASS 0
 CT0575
 CT0575.The horizontal coordinates were scaled from a topographic map and have
 CT0575.an estimated accuracy of +/- 6 seconds.
 CT0575
 CT0575.The orthometric height was determined by differential leveling
 CT0575.and adjusted by the National Geodetic Survey in June 1991..
 CT0575
 CT0575.The geoid height was determined by GEOID03.
 CT0575
 CT0575.The dynamic height is computed by dividing the NAVD 88
 CT0575.geopotential number by the normal gravity value computed on the
 CT0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0575.degrees latitude (g = 980.6199 gals.).
 CT0575
 CT0575.The modeled gravity was interpolated from observed gravity values.
 CT0575
 CT0575;                    North         East    Units  Estimated Accuracy
 CT0575;SPC TXNC     - 2,088,520.      492,930.      MT  (+/- 180 meters Scaled)
 CT0575
 CT0575                          SUPERSEDED SURVEY CONTROL
 CT0575
 CT0575  NGVD 29 (??/??/92)  541.778  (m)         1777.48   (f) ADJ UNCH    2 0
 CT0575
 CT0575.Superseded values are not recommended for survey control.
 CT0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0575.See file dsdata.txt to determine how the superseded data were derived.
 CT0575
 CT0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA399915(NAD 83)
 CT0575_MARKER: DB = BENCH MARK DISK
 CT0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0575_STAMPING: V 1159 1961
 CT0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0575+STABILITY: SURFACE MOTION
 CT0575
 CT0575  HISTORY     - Date     Condition        Report By
 CT0575  HISTORY     - 1961     MONUMENTED       CGS
 CT0575  HISTORY     - 19940616 GOOD             USPSQD
 CT0575  HISTORY     - 20011013 GOOD             USPSQD
 CT0575
 CT0575                          STATION DESCRIPTION
 CT0575
 CT0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0575'1.5 MI N FROM ELMDALE.
 CT0575'1.5 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL, 43.7 FEET
 CT0575'EAST OF THE CENTER OF A PAVED ROAD, 26.1 FEET NORTH OF THE CENTER OF A
 CT0575'GRAVEL ROAD, 14.4 FEET SOUTH OF A POWER POLE WITH TWO GUY WIRES, 7
 CT0575'FEET NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A METAL WITNESS POST
 CT0575'WITH SIGN, 1.7 FEET WEST OF A FENCE, LEVEL WITH THE ROAD, SET IN TOP
 CT0575'OF A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 CT0575
 CT0575                          STATION RECOVERY (1994)
 CT0575
 CT0575'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0575'RECOVERED IN GOOD CONDITION.
 CT0575
 CT0575                          STATION RECOVERY (2001)
 CT0575
 CT0575'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0024 ***********************************************************************
 CA0024  DESIGNATION -  V 116
 CA0024  PID         -  CA0024
 CA0024  STATE/COUNTY-  TX/HAMILTON
 CA0024  USGS QUAD   -  HICO (1979)
 CA0024
 CA0024                         *CURRENT SURVEY CONTROL
 CA0024  ___________________________________________________________________
 CA0024* NAD 83(1986)-  31 59 12.     (N)    098 02 01.     (W)     SCALED    
 CA0024* NAVD 88     -       331.055  (meters)    1086.14   (feet)  ADJUSTED  
 CA0024  ___________________________________________________________________
 CA0024  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CA0024  DYNAMIC HT  -         330.638 (meters)    1084.77  (feet)  COMP
 CA0024  MODELED GRAV-     979,371.0   (mgal)                       NAVD 88
 CA0024
 CA0024  VERT ORDER  -  SECOND    CLASS 0
 CA0024
 CA0024.The horizontal coordinates were scaled from a topographic map and have
 CA0024.an estimated accuracy of +/- 6 seconds.
 CA0024
 CA0024.The orthometric height was determined by differential leveling
 CA0024.and adjusted by the National Geodetic Survey in June 1991..
 CA0024
 CA0024.The geoid height was determined by GEOID03.
 CA0024
 CA0024.The dynamic height is computed by dividing the NAVD 88
 CA0024.geopotential number by the normal gravity value computed on the
 CA0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0024.degrees latitude (g = 980.6199 gals.).
 CA0024
 CA0024.The modeled gravity was interpolated from observed gravity values.
 CA0024
 CA0024;                    North         East    Units  Estimated Accuracy
 CA0024;SPC TX C     - 3,259,450.      917,330.      MT  (+/- 180 meters Scaled)
 CA0024
 CA0024                          SUPERSEDED SURVEY CONTROL
 CA0024
 CA0024  NGVD 29 (??/??/92)  330.989  (m)         1085.92   (f) ADJ UNCH    2 0
 CA0024
 CA0024.Superseded values are not recommended for survey control.
 CA0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0024.See file dsdata.txt to determine how the superseded data were derived.
 CA0024
 CA0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA912393(NAD 83)
 CA0024_MARKER: DB = BENCH MARK DISK
 CA0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0024_SP_SET: BUILDING
 CA0024_STAMPING: 1086.071 V 116 1933
 CA0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0024
 CA0024  HISTORY     - Date     Condition        Report By
 CA0024  HISTORY     - 1933     MONUMENTED       CGS
 CA0024  HISTORY     - 1935     GOOD             NGS
 CA0024
 CA0024                          STATION DESCRIPTION
 CA0024
 CA0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0024'IN HICO.
 CA0024'AT HICO, HAMILTON COUNTY, AT THE HIGH SCHOOL, AT THE MAIN ENTRANCE, IN
 CA0024'THE CONCRETE PORCH-FOUNDATION, IN FRONT OF A LARGE POST, 3 FEET FROM
 CA0024'THE SOUTH EDGE, AND 6 INCHES FROM THE EAST EDGE.
 CA0024
 CA0024                          STATION RECOVERY (1935)
 CA0024
 CA0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0765 ***********************************************************************
 CT0765  DESIGNATION -  V 1160
 CT0765  PID         -  CT0765
 CT0765  STATE/COUNTY-  TX/JONES
 CT0765  USGS QUAD   -  HAMBY (1987)
 CT0765
 CT0765                         *CURRENT SURVEY CONTROL
 CT0765  ___________________________________________________________________
 CT0765* NAD 83(1986)-  32 32 50.     (N)    099 39 23.     (W)     SCALED    
 CT0765* NAVD 88     -       516.601  (meters)    1694.88   (feet)  ADJUSTED  
 CT0765  ___________________________________________________________________
 CT0765  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CT0765  DYNAMIC HT  -         515.934 (meters)    1692.69  (feet)  COMP
 CT0765  MODELED GRAV-     979,333.1   (mgal)                       NAVD 88
 CT0765
 CT0765  VERT ORDER  -  SECOND    CLASS 0
 CT0765
 CT0765.The horizontal coordinates were scaled from a topographic map and have
 CT0765.an estimated accuracy of +/- 6 seconds.
 CT0765
 CT0765.The orthometric height was determined by differential leveling
 CT0765.and adjusted by the National Geodetic Survey in June 1991..
 CT0765
 CT0765.The geoid height was determined by GEOID03.
 CT0765
 CT0765.The dynamic height is computed by dividing the NAVD 88
 CT0765.geopotential number by the normal gravity value computed on the
 CT0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0765.degrees latitude (g = 980.6199 gals.).
 CT0765
 CT0765.The modeled gravity was interpolated from observed gravity values.
 CT0765
 CT0765;                    North         East    Units  Estimated Accuracy
 CT0765;SPC TXNC     - 2,098,240.      491,400.      MT  (+/- 180 meters Scaled)
 CT0765
 CT0765                          SUPERSEDED SURVEY CONTROL
 CT0765
 CT0765  NGVD 29 (??/??/92)  516.464  (m)         1694.43   (f) ADJ UNCH    2 0
 CT0765
 CT0765.Superseded values are not recommended for survey control.
 CT0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0765.See file dsdata.txt to determine how the superseded data were derived.
 CT0765
 CT0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB383012(NAD 83)
 CT0765_MARKER: DB = BENCH MARK DISK
 CT0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0765_STAMPING: V 1160 1961
 CT0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0765+STABILITY: SURFACE MOTION
 CT0765
 CT0765  HISTORY     - Date     Condition        Report By
 CT0765  HISTORY     - 1961     MONUMENTED       CGS
 CT0765  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0765
 CT0765                          STATION DESCRIPTION
 CT0765
 CT0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0765'9.35 MI NW FROM ELMDALE.
 CT0765'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0765'1.45 MILES WEST ALONG A PAVED ROAD, THENCE 2.0 MILES NORTH ALONG FARM
 CT0765'ROAD 1082, 40 FEET WEST OF THE CENTER LINE OF A PAVED ROAD, 15 FEET
 CT0765'NORTH OF THE CENTER OF A GATE, 1.2 FEET WEST OF A FENCE, 0.6 FEET
 CT0765'BELOW THE LEVEL OF THE RAILROAD 4.4 FEET NORTH OF A METAL WITNESS POST
 CT0765'WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE
 CT0765'GROUND AND PROJECTING 1 INCH ABOVE THE GROUND.
 CT0765
 CT0765                          STATION RECOVERY (2001)
 CT0765
 CT0765'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9587 ***********************************************************************
 AA9587  DESIGNATION -  V 1160 RESET
 AA9587  PID         -  AA9587
 AA9587  STATE/COUNTY-  TX/JONES
 AA9587  USGS QUAD   -  HAMBY (1987)
 AA9587
 AA9587                         *CURRENT SURVEY CONTROL
 AA9587  ___________________________________________________________________
 AA9587* NAD 83(1986)-  32 32 50.     (N)    099 39 23.     (W)     SCALED    
 AA9587* NAVD 88     -       517.50   (meters)    1697.8    (feet)  RESET     
 AA9587  ___________________________________________________________________
 AA9587  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AA9587
 AA9587  VERT ORDER  -  THIRD
 AA9587
 AA9587.The horizontal coordinates were scaled from a topographic map and have
 AA9587.an estimated accuracy of +/- 6 seconds.
 AA9587
 AA9587.The orthometric height was computed from unverified reset data.
 AA9587
 AA9587.The geoid height was determined by GEOID03.
 AA9587
 AA9587;                    North         East    Units  Estimated Accuracy
 AA9587;SPC TXNC     - 2,098,240.      491,400.      MT  (+/- 180 meters Scaled)
 AA9587
 AA9587                          SUPERSEDED SURVEY CONTROL
 AA9587
 AA9587.No superseded survey control is available for this station.
 AA9587
 AA9587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB383012(NAD 83)
 AA9587_MARKER: DV = VERTICAL CONTROL DISK
 AA9587_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA9587_SP_SET: BRIDGE WINGWALL
 AA9587_STAMPING: V 1160 RESET 1993
 AA9587_MARK LOGO: NGS   
 AA9587_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9587
 AA9587  HISTORY     - Date     Condition        Report By
 AA9587  HISTORY     - 1993     MONUMENTED       TXDOT
 AA9587  HISTORY     - 19931207 GOOD             TXDOT
 AA9587  HISTORY     - 20011012 GOOD             USPSQD
 AA9587
 AA9587                          STATION DESCRIPTION
 AA9587
 AA9587'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1993 (LFY)
 AA9587'5.9 MILES (9.5 KM) NORTH ALONG A PAVED ROAD FROM THE SCHOOL IN
 AA9587'ELMDALE, 2.0 MILES (3.2 KM) NORTH ALONG FARM ROAD 1082 TO A BRIDGE
 AA9587'OVER DEODMAN CREEK, IN THE NORTHEAST WINGWALL OF THE BRIDGE.
 AA9587
 AA9587                          STATION RECOVERY (2001)
 AA9587
 AA9587'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AA9587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0417 ***********************************************************************
 CR0417  DESIGNATION -  V 1161
 CR0417  PID         -  CR0417
 CR0417  STATE/COUNTY-  TX/SMITH
 CR0417  USGS QUAD   -  TYLER SOUTH (1973)
 CR0417
 CR0417                         *CURRENT SURVEY CONTROL
 CR0417  ___________________________________________________________________
 CR0417* NAD 83(1986)-  32 20 26.     (N)    095 19 45.     (W)     SCALED    
 CR0417* NAVD 88     -       171.671  (meters)     563.22   (feet)  ADJUSTED  
 CR0417  ___________________________________________________________________
 CR0417  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0417  DYNAMIC HT  -         171.470 (meters)     562.56  (feet)  COMP
 CR0417  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 CR0417
 CR0417  VERT ORDER  -  FIRST     CLASS II
 CR0417
 CR0417.The horizontal coordinates were scaled from a topographic map and have
 CR0417.an estimated accuracy of +/- 6 seconds.
 CR0417
 CR0417.The orthometric height was determined by differential leveling
 CR0417.and adjusted by the National Geodetic Survey in June 1991..
 CR0417
 CR0417.The geoid height was determined by GEOID03.
 CR0417
 CR0417.The dynamic height is computed by dividing the NAVD 88
 CR0417.geopotential number by the normal gravity value computed on the
 CR0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0417.degrees latitude (g = 980.6199 gals.).
 CR0417
 CR0417.The modeled gravity was interpolated from observed gravity values.
 CR0417
 CR0417;                    North         East    Units  Estimated Accuracy
 CR0417;SPC TXNC     - 2,079,230.      898,450.      MT  (+/- 180 meters Scaled)
 CR0417
 CR0417                          SUPERSEDED SURVEY CONTROL
 CR0417
 CR0417  NGVD 29 (??/??/92)  171.698  (m)          563.31   (f) ADJ UNCH    1 2
 CR0417
 CR0417.Superseded values are not recommended for survey control.
 CR0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0417.See file dsdata.txt to determine how the superseded data were derived.
 CR0417
 CR0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR807805(NAD 83)
 CR0417_MARKER: DB = BENCH MARK DISK
 CR0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0417_STAMPING: V 1161 1959
 CR0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0417+STABILITY: SURFACE MOTION
 CR0417
 CR0417  HISTORY     - Date     Condition        Report By
 CR0417  HISTORY     - 1959     MONUMENTED       CGS
 CR0417  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0417
 CR0417                          STATION DESCRIPTION
 CR0417
 CR0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0417'2.0 MI SW FROM TYLER.
 CR0417'ABOUT 1.9 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0417'FROM THE STATION AT TYLER, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG A
 CR0417'BRANCH LINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY, 1 POLE SOUTHWEST OF
 CR0417'MILEPOST 548, 19 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 CR0417'TRACKS, 12 RAILS SOUTHWEST OF THE BELLWOOD ROAD CROSSING, 16 1/2 FEET
 CR0417'NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, 12 1/2 FEET NORTHEAST
 CR0417'OF A TELEPHONE POLE, 2.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 CR0417'2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE
 CR0417'POST PROJECTING 6 INCHES.
 CR0417
 CR0417                          STATION RECOVERY (1996)
 CR0417
 CR0417'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0801 ***********************************************************************
 CR0801  DESIGNATION -  V 1162
 CR0801  PID         -  CR0801
 CR0801  STATE/COUNTY-  TX/WOOD
 CR0801  USGS QUAD   -  GOLDEN (1981)
 CR0801
 CR0801                         *CURRENT SURVEY CONTROL
 CR0801  ___________________________________________________________________
 CR0801* NAD 83(1986)-  32 40 34.     (N)    095 32 30.     (W)     SCALED    
 CR0801* NAVD 88     -       107.371  (meters)     352.27   (feet)  ADJUSTED  
 CR0801  ___________________________________________________________________
 CR0801  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CR0801  DYNAMIC HT  -         107.249 (meters)     351.87  (feet)  COMP
 CR0801  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 CR0801
 CR0801  VERT ORDER  -  FIRST     CLASS II
 CR0801
 CR0801.The horizontal coordinates were scaled from a topographic map and have
 CR0801.an estimated accuracy of +/- 6 seconds.
 CR0801
 CR0801.The orthometric height was determined by differential leveling
 CR0801.and adjusted by the National Geodetic Survey in June 1991..
 CR0801
 CR0801.The geoid height was determined by GEOID03.
 CR0801
 CR0801.The dynamic height is computed by dividing the NAVD 88
 CR0801.geopotential number by the normal gravity value computed on the
 CR0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0801.degrees latitude (g = 980.6199 gals.).
 CR0801
 CR0801.The modeled gravity was interpolated from observed gravity values.
 CR0801
 CR0801;                    North         East    Units  Estimated Accuracy
 CR0801;SPC TXNC     - 2,115,840.      877,410.      MT  (+/- 180 meters Scaled)
 CR0801
 CR0801                          SUPERSEDED SURVEY CONTROL
 CR0801
 CR0801  NGVD 29 (??/??/92)  107.397  (m)          352.35   (f) ADJ UNCH    1 2
 CR0801
 CR0801.Superseded values are not recommended for survey control.
 CR0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0801.See file dsdata.txt to determine how the superseded data were derived.
 CR0801
 CR0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS616182(NAD 83)
 CR0801_MARKER: DB = BENCH MARK DISK
 CR0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0801_SP_SET: CULVERT
 CR0801_STAMPING: V 1162 1959
 CR0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0801+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0801
 CR0801  HISTORY     - Date     Condition        Report By
 CR0801  HISTORY     - 1959     MONUMENTED       CGS
 CR0801  HISTORY     - 19950809 GOOD             USPSQD
 CR0801  HISTORY     - 20040605 GOOD             USPSQD
 CR0801  HISTORY     - 20050711 GOOD             USPSQD
 CR0801
 CR0801                          STATION DESCRIPTION
 CR0801
 CR0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0801'3.65 MI W FROM MINEOLA.
 CR0801'ABOUT 2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0801'STATION AT MINEOLA, THENCE ABOUT 0.2 MILE NORTH-NORTHEAST ALONG A
 CR0801'GRADED DIRT ROAD, THENCE ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 80,
 CR0801'25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 CR0801'WEST END OF THE SOUTH CONCRETE HEAD WALL OF A LARGE DOUBLE CHANNEL
 CR0801'CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 0.1 MILE EAST OF A PRIVATE
 CR0801'ROAD LEADING NORTH TO A SMALL OIL FIELD, AND ABOUT LEVEL WITH THE
 CR0801'HIGHWAY.
 CR0801
 CR0801                          STATION RECOVERY (1995)
 CR0801
 CR0801'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0801'RECOVERED IN GOOD CONDITION.
 CR0801
 CR0801                          STATION RECOVERY (2004)
 CR0801
 CR0801'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0801'RECOVERED IN GOOD CONDITION.
 CR0801
 CR0801                          STATION RECOVERY (2005)
 CR0801
 CR0801'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0093 ***********************************************************************
 DN0093  DESIGNATION -  V 1163
 DN0093  PID         -  DN0093
 DN0093  STATE/COUNTY-  TX/HUNT
 DN0093  USGS QUAD   -  GREENVILLE SE (1962)
 DN0093
 DN0093                         *CURRENT SURVEY CONTROL
 DN0093  ___________________________________________________________________
 DN0093* NAD 83(1986)-  33 07 29.     (N)    096 05 55.     (W)     SCALED    
 DN0093* NAVD 88     -       158.481  (meters)     519.95   (feet)  ADJUSTED  
 DN0093  ___________________________________________________________________
 DN0093  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0093  DYNAMIC HT  -         158.308 (meters)     519.38  (feet)  COMP
 DN0093  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 DN0093
 DN0093  VERT ORDER  -  FIRST     CLASS II
 DN0093
 DN0093.The horizontal coordinates were scaled from a topographic map and have
 DN0093.an estimated accuracy of +/- 6 seconds.
 DN0093
 DN0093.The orthometric height was determined by differential leveling
 DN0093.and adjusted by the National Geodetic Survey in June 1991..
 DN0093
 DN0093.The geoid height was determined by GEOID03.
 DN0093
 DN0093.The dynamic height is computed by dividing the NAVD 88
 DN0093.geopotential number by the normal gravity value computed on the
 DN0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0093.degrees latitude (g = 980.6199 gals.).
 DN0093
 DN0093.The modeled gravity was interpolated from observed gravity values.
 DN0093
 DN0093;                    North         East    Units  Estimated Accuracy
 DN0093;SPC TXNC     - 2,164,240.      824,050.      MT  (+/- 180 meters Scaled)
 DN0093
 DN0093                          SUPERSEDED SURVEY CONTROL
 DN0093
 DN0093  NGVD 29 (??/??/92)  158.470  (m)          519.91   (f) ADJ UNCH    1 2
 DN0093
 DN0093.Superseded values are not recommended for survey control.
 DN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0093.See file dsdata.txt to determine how the superseded data were derived.
 DN0093
 DN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB707688(NAD 83)
 DN0093_MARKER: DB = BENCH MARK DISK
 DN0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0093_STAMPING: V 1163 1959
 DN0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0093+STABILITY: SURFACE MOTION
 DN0093
 DN0093  HISTORY     - Date     Condition        Report By
 DN0093  HISTORY     - 1959     MONUMENTED       CGS
 DN0093  HISTORY     - 1961     MARK NOT FOUND   USGS
 DN0093  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0093
 DN0093                          STATION DESCRIPTION
 DN0093
 DN0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0093'1.5 MI SE FROM GREENVILLE.
 DN0093'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0093'FROM THE STATION AT GREENVILLE, AT THE CROSSING OF U. S. HIGHWAY 69,
 DN0093'60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 172 FEET EAST OF THE
 DN0093'SOUTHEAST CORNER OF A LARGE BRICK BUILDING, 115 FEET SOUTH OF THE
 DN0093'CENTER LINE OF STANFORD STREET, 59 FEET SOUTH OF A CONCRETE F.A.P.
 DN0093'MARKER POST, 3 FEET NORTHWEST OF A TELEPHONE POLE, AND IN THE TOP OF A
 DN0093'CONCRETE POST FLUSH WITH THE GROUND.
 DN0093
 DN0093                          STATION RECOVERY (1961)
 DN0093
 DN0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DN0093'MARK NOT FOUND.
 DN0093
 DN0093                          STATION RECOVERY (1994)
 DN0093
 DN0093'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0815 ***********************************************************************
 BL0815  DESIGNATION -  V 1164
 BL0815  PID         -  BL0815
 BL0815  STATE/COUNTY-  TX/WALKER
 BL0815  USGS QUAD   -  PHELPS (1976)
 BL0815
 BL0815                         *CURRENT SURVEY CONTROL
 BL0815  ___________________________________________________________________
 BL0815* NAD 83(1986)-  30 41 46.     (N)    095 26 43.     (W)     SCALED    
 BL0815* NAVD 88     -       112.489  (meters)     369.06   (feet)  ADJUSTED  
 BL0815  ___________________________________________________________________
 BL0815  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BL0815  DYNAMIC HT  -         112.342 (meters)     368.58  (feet)  COMP
 BL0815  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 BL0815
 BL0815  VERT ORDER  -  FIRST     CLASS I
 BL0815
 BL0815.The horizontal coordinates were scaled from a topographic map and have
 BL0815.an estimated accuracy of +/- 6 seconds.
 BL0815
 BL0815.The orthometric height was determined by differential leveling
 BL0815.and adjusted by the National Geodetic Survey in June 1991..
 BL0815
 BL0815.The geoid height was determined by GEOID03.
 BL0815
 BL0815.The dynamic height is computed by dividing the NAVD 88
 BL0815.geopotential number by the normal gravity value computed on the
 BL0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0815.degrees latitude (g = 980.6199 gals.).
 BL0815
 BL0815.The modeled gravity was interpolated from observed gravity values.
 BL0815
 BL0815;                    North         East    Units  Estimated Accuracy
 BL0815;SPC TX C     - 3,124,410.    1,168,110.      MT  (+/- 180 meters Scaled)
 BL0815
 BL0815                          SUPERSEDED SURVEY CONTROL
 BL0815
 BL0815  NGVD 29 (12/23/87)  112.497  (m)          369.08   (f) ADJUSTED    1 1
 BL0815
 BL0815.Superseded values are not recommended for survey control.
 BL0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0815.See file dsdata.txt to determine how the superseded data were derived.
 BL0815
 BL0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP657984(NAD 83)
 BL0815_MARKER: DB = BENCH MARK DISK
 BL0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0815_SP_SET: CONCRETE POST
 BL0815_STAMPING: V 1164 1959
 BL0815_MARK LOGO: CGS   
 BL0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0815+STABILITY: SURFACE MOTION
 BL0815
 BL0815  HISTORY     - Date     Condition        Report By
 BL0815  HISTORY     - 1959     MONUMENTED       CGS
 BL0815  HISTORY     - 1973     GOOD             NGS
 BL0815  HISTORY     - 1978     GOOD             NGS
 BL0815  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL0815  HISTORY     - 1987     GOOD             NGS
 BL0815
 BL0815                          STATION DESCRIPTION
 BL0815
 BL0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0815'IN PHELPS.
 BL0815'ABOUT 0.05 MILE SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0815'CROSSING OF SPUR 2296, AT PHELPS, ABOUT 86.8 FEET EAST OF THE CENTER
 BL0815'LINE OF FARM ROAD 2296, 81.1 FEET WEST OF THE WEST RAIL OF THE MAIN
 BL0815'TRACK, 43.3 FEET NORTHWEST OF THE SECOND POLE NORTH OF MILE POST 84,
 BL0815'52 1/2 FEET WEST OF THE WEST RAIL OF A SIDE TRACK LEADING WEST, 1.3
 BL0815'FEET NORTH OF A METAL WITNESS POST, 6 1/2 FEET BELOW THE LEVEL OF THE
 BL0815'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 BL0815
 BL0815                          STATION RECOVERY (1978)
 BL0815
 BL0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0815'RECOVERED IN GOOD CONDITION.
 BL0815
 BL0815                          STATION RECOVERY (1987)
 BL0815
 BL0815'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL0815'MARK NOT FOUND.
 BL0815
 BL0815                          STATION RECOVERY (1987)
 BL0815
 BL0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1353 ***********************************************************************
 BY1353  DESIGNATION -  V 1165
 BY1353  PID         -  BY1353
 BY1353  STATE/COUNTY-  TX/HOUSTON
 BY1353  USGS QUAD   -  GRAPELAND (1951)
 BY1353
 BY1353                         *CURRENT SURVEY CONTROL
 BY1353  ___________________________________________________________________
 BY1353* NAD 83(1986)-  31 27 36.     (N)    095 28 40.     (W)     SCALED    
 BY1353* NAVD 88     -       111.41   (+/-2cm)     365.5    (feet)  VERTCON   
 BY1353  ___________________________________________________________________
 BY1353  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BY1353
 BY1353  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1353
 BY1353.The horizontal coordinates were scaled from a topographic map and have
 BY1353.an estimated accuracy of +/- 6 seconds.
 BY1353
 BY1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1353.The vertical order pertains to the NGVD 29 superseded value.
 BY1353
 BY1353.The geoid height was determined by GEOID03.
 BY1353
 BY1353;                    North         East    Units  Estimated Accuracy
 BY1353;SPC TX C     - 3,208,870.    1,161,300.      MT  (+/- 180 meters Scaled)
 BY1353
 BY1353                          SUPERSEDED SURVEY CONTROL
 BY1353
 BY1353  NGVD 29 (??/??/92)  111.401  (m)          365.49   (f) ADJ UNCH    1 2
 BY1353
 BY1353.Superseded values are not recommended for survey control.
 BY1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1353.See file dsdata.txt to determine how the superseded data were derived.
 BY1353
 BY1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ645832(NAD 83)
 BY1353_MARKER: DB = BENCH MARK DISK
 BY1353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY1353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY1353_STAMPING: V 1165 1960
 BY1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1353
 BY1353  HISTORY     - Date     Condition        Report By
 BY1353  HISTORY     - 1960     MONUMENTED       CGS
 BY1353
 BY1353                          STATION DESCRIPTION
 BY1353
 BY1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1353'2.3 MI S FROM GRAPELAND.
 BY1353'ABOUT 2.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1353'STATION AT GRAPELAND, AT THE SOUTH END OF A CUT, 6 1/2 TELEPHONE POLES
 BY1353'NORTH OF MILEPOST 27, 53 FEET EAST OF THE EAST RAIL, 2 1/2 FEET EAST
 BY1353'OF A FENCE, 7 FEET WEST OF A 15 INCH-OAK TREE MARKED WITH A TRIANGULAR
 BY1353'BLAZE, 92 1/2 FEET SOUTH OF A BRACED POWER POLE WHERE THE POWER LINE
 BY1353'CROSSES THE TRACK, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 BY1353'ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0066 ***********************************************************************
 DO0066  DESIGNATION -  V 1166
 DO0066  PID         -  DO0066
 DO0066  STATE/COUNTY-  TX/CLAY
 DO0066  USGS QUAD   -  BELLEVUE (1968)
 DO0066
 DO0066                         *CURRENT SURVEY CONTROL
 DO0066  ___________________________________________________________________
 DO0066* NAD 83(1986)-  33 37 51.     (N)    098 01 36.     (W)     SCALED    
 DO0066* NAVD 88     -       323.320  (meters)    1060.76   (feet)  ADJUSTED  
 DO0066  ___________________________________________________________________
 DO0066  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DO0066  DYNAMIC HT  -         322.960 (meters)    1059.58  (feet)  COMP
 DO0066  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 DO0066
 DO0066  VERT ORDER  -  SECOND    CLASS 0
 DO0066
 DO0066.The horizontal coordinates were scaled from a topographic map and have
 DO0066.an estimated accuracy of +/- 6 seconds.
 DO0066
 DO0066.The orthometric height was determined by differential leveling
 DO0066.and adjusted by the National Geodetic Survey in June 1991..
 DO0066
 DO0066.The geoid height was determined by GEOID03.
 DO0066
 DO0066.The dynamic height is computed by dividing the NAVD 88
 DO0066.geopotential number by the normal gravity value computed on the
 DO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0066.degrees latitude (g = 980.6199 gals.).
 DO0066
 DO0066.The modeled gravity was interpolated from observed gravity values.
 DO0066
 DO0066;                    North         East    Units  Estimated Accuracy
 DO0066;SPC TXNC     - 2,217,910.      643,910.      MT  (+/- 180 meters Scaled)
 DO0066
 DO0066                          SUPERSEDED SURVEY CONTROL
 DO0066
 DO0066  NGVD 29 (??/??/92)  323.382  (m)         1060.96   (f) ADJ UNCH    2 0
 DO0066
 DO0066.Superseded values are not recommended for survey control.
 DO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0066.See file dsdata.txt to determine how the superseded data were derived.
 DO0066
 DO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC902216(NAD 83)
 DO0066_MARKER: DB = BENCH MARK DISK
 DO0066_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DO0066_SP_SET: 6 FT
 DO0066_STAMPING: V 1166 1961
 DO0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0066
 DO0066  HISTORY     - Date     Condition        Report By
 DO0066  HISTORY     - 1961     MONUMENTED       CGS
 DO0066  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0066
 DO0066                          STATION DESCRIPTION
 DO0066
 DO0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0066'0.9 MI SW FROM BELLEVUE.
 DO0066'ABOUT 0.9 MILE SOUTHWEST ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DO0066'BELLEVUE, ON THE OUTSIDE OF A CURVE AND 40 FEET NORTHWEST OF THE
 DO0066'CENTER LINE OF THE ROAD, 50 FEET SOUTH OF THE CENTER LINE OF A DIRT
 DO0066'ROAD LEADING WEST, 5 FEET EAST OF A TELEPHONE POLE, 1.2 FEET NORTH OF
 DO0066'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF FARM ROAD 1288, A
 DO0066'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 DO0066'DEPTH OF 6 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6
 DO0066'INCHES.
 DO0066
 DO0066                          STATION RECOVERY (1984)
 DO0066
 DO0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0220 ***********************************************************************
 DO0220  DESIGNATION -  V 1167
 DO0220  PID         -  DO0220
 DO0220  STATE/COUNTY-  TX/CLAY
 DO0220  USGS QUAD   -  POSTOAK (1979)
 DO0220
 DO0220                         *CURRENT SURVEY CONTROL
 DO0220  ___________________________________________________________________
 DO0220* NAD 83(1986)-  33 28 23.     (N)    098 11 48.     (W)     SCALED    
 DO0220* NAVD 88     -       334.431  (meters)    1097.21   (feet)  ADJUSTED  
 DO0220  ___________________________________________________________________
 DO0220  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DO0220  DYNAMIC HT  -         334.055 (meters)    1095.98  (feet)  COMP
 DO0220  MODELED GRAV-     979,505.0   (mgal)                       NAVD 88
 DO0220
 DO0220  VERT ORDER  -  SECOND    CLASS 0
 DO0220
 DO0220.The horizontal coordinates were scaled from a topographic map and have
 DO0220.an estimated accuracy of +/- 6 seconds.
 DO0220
 DO0220.The orthometric height was determined by differential leveling
 DO0220.and adjusted by the National Geodetic Survey in June 1991..
 DO0220
 DO0220.The geoid height was determined by GEOID03.
 DO0220
 DO0220.The dynamic height is computed by dividing the NAVD 88
 DO0220.geopotential number by the normal gravity value computed on the
 DO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0220.degrees latitude (g = 980.6199 gals.).
 DO0220
 DO0220.The modeled gravity was interpolated from observed gravity values.
 DO0220
 DO0220;                    North         East    Units  Estimated Accuracy
 DO0220;SPC TXNC     - 2,200,350.      628,190.      MT  (+/- 180 meters Scaled)
 DO0220
 DO0220                          SUPERSEDED SURVEY CONTROL
 DO0220
 DO0220  NGVD 29 (??/??/92)  334.509  (m)         1097.47   (f) ADJ UNCH    2 0
 DO0220
 DO0220.Superseded values are not recommended for survey control.
 DO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0220.See file dsdata.txt to determine how the superseded data were derived.
 DO0220
 DO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC746040(NAD 83)
 DO0220_MARKER: DB = BENCH MARK DISK
 DO0220_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DO0220_SP_SET: 17.5 FT
 DO0220_STAMPING: V 1167 1961
 DO0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0220+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 DO0220
 DO0220  HISTORY     - Date     Condition        Report By
 DO0220  HISTORY     - 1961     MONUMENTED       CGS
 DO0220  HISTORY     - 1984     GOOD             NGS
 DO0220  HISTORY     - 20040107 GOOD             JCLS
 DO0220  HISTORY     - 20050416 GOOD             USPSQD
 DO0220
 DO0220                          STATION DESCRIPTION
 DO0220
 DO0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0220'9.6 MI SW FROM BUFFALO SPRINGS.
 DO0220'ABOUT 3.5 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0220'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, THENCE 6.1
 DO0220'MILES SOUTH ALONG STATE HIGHWAY 148, 0.75 MILE SOUTH OF THE JUNCTION
 DO0220'OF FARM ROAD 175 LEADING WEST AND A DIRT ROAD LEADING EAST, 73 FEET
 DO0220'WEST OF THE CENTER LINE OF THE HIGHWAY, 69 FEET SOUTH OF THE CENTER OF
 DO0220'A WIRE GATE, 1  1/2 FEET EAST OF A FENCE, 1.6 FEET NORTH OF A METAL
 DO0220'WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 DO0220'IS DRIVEN TO A DEPTH OF 17 1/2 FEET AND IS ENCASED IN A 6-INCH TILE,
 DO0220'AND ABOUT LEVEL WITH THE HIGHWAY.
 DO0220
 DO0220                          STATION RECOVERY (1984)
 DO0220
 DO0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0220'RECOVERED IN GOOD CONDITION.
 DO0220
 DO0220                          STATION RECOVERY (2004)
 DO0220
 DO0220'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 DO0220'RECOVERED IN GOOD CONDITION.
 DO0220
 DO0220                          STATION RECOVERY (2005)
 DO0220
 DO0220'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0154 ***********************************************************************
 DO0154  DESIGNATION -  V 1168
 DO0154  PID         -  DO0154
 DO0154  STATE/COUNTY-  TX/JACK
 DO0154  USGS QUAD   -  JACKSBORO (1982)
 DO0154
 DO0154                         *CURRENT SURVEY CONTROL
 DO0154  ___________________________________________________________________
 DO0154* NAD 83(1986)-  33 14 46.     (N)    098 14 15.     (W)     SCALED    
 DO0154* NAVD 88     -       321.956  (meters)    1056.28   (feet)  ADJUSTED  
 DO0154  ___________________________________________________________________
 DO0154  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DO0154  DYNAMIC HT  -         321.588 (meters)    1055.08  (feet)  COMP
 DO0154  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 DO0154
 DO0154  VERT ORDER  -  SECOND    CLASS 0
 DO0154
 DO0154.The horizontal coordinates were scaled from a topographic map and have
 DO0154.an estimated accuracy of +/- 6 seconds.
 DO0154
 DO0154.The orthometric height was determined by differential leveling
 DO0154.and adjusted by the National Geodetic Survey in June 1991..
 DO0154
 DO0154.The geoid height was determined by GEOID03.
 DO0154
 DO0154.The dynamic height is computed by dividing the NAVD 88
 DO0154.geopotential number by the normal gravity value computed on the
 DO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0154.degrees latitude (g = 980.6199 gals.).
 DO0154
 DO0154.The modeled gravity was interpolated from observed gravity values.
 DO0154
 DO0154;                    North         East    Units  Estimated Accuracy
 DO0154;SPC TXNC     - 2,175,180.      624,460.      MT  (+/- 180 meters Scaled)
 DO0154
 DO0154                          SUPERSEDED SURVEY CONTROL
 DO0154
 DO0154  NGVD 29 (??/??/92)  321.883  (m)         1056.04   (f) ADJ UNCH    2 0
 DO0154
 DO0154.Superseded values are not recommended for survey control.
 DO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0154.See file dsdata.txt to determine how the superseded data were derived.
 DO0154
 DO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB710788(NAD 83)
 DO0154_MARKER: DB = BENCH MARK DISK
 DO0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0154_STAMPING: V 1168 1961
 DO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0154+STABILITY: SURFACE MOTION
 DO0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0154+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 DO0154
 DO0154  HISTORY     - Date     Condition        Report By
 DO0154  HISTORY     - 1961     MONUMENTED       CGS
 DO0154  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0154  HISTORY     - 20030919 GOOD             INDIV
 DO0154
 DO0154                          STATION DESCRIPTION
 DO0154
 DO0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0154'5.6 MI NW FROM JACKSBORO.
 DO0154'ABOUT 5.45 MILES NORTHWEST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY
 DO0154'199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 0.15 MILE SOUTH ALONG A
 DO0154'PRIVATE ROAD LEADING TO JOHN PURSLEY AIRPORT WHICH WAS FORMERLY KNOWN
 DO0154'AS GRACE AIR FIELD, 181 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 DO0154'NORTHWEST HANGAR, 81 FEET WEST OF THE CENTER LINE OF THE ROAD, 69 FEET
 DO0154'WEST OF A NORTH-SOUTH FENCE, 2 1/2 FEET NORTH OF AN EAST-WEST FENCE,
 DO0154'2.0 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 DO0154'CONCRETE POST PROJECTING 1 INCH.
 DO0154
 DO0154                          STATION RECOVERY (2001)
 DO0154
 DO0154'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0154'MARK NOT FOUND.
 DO0154
 DO0154                          STATION RECOVERY (2003)
 DO0154
 DO0154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DBP)
 DO0154'MONUMENT RECOVERED BY DERECK PRICE AND CHE COLEMAN OF LINK FIELD
 DO0154'SERVICES, INC., MINERAL WELLS, TEXAS 800.462.7199
 DO0154' 
 DO0154' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0125 ***********************************************************************
 DO0125  DESIGNATION -  V 1169
 DO0125  PID         -  DO0125
 DO0125  STATE/COUNTY-  TX/JACK
 DO0125  USGS QUAD   -  ANTELOPE (1981)
 DO0125
 DO0125                         *CURRENT SURVEY CONTROL
 DO0125  ___________________________________________________________________
 DO0125* NAD 83(1986)-  33 26 17.     (N)    098 22 09.     (W)     SCALED    
 DO0125* NAVD 88     -       316.266  (meters)    1037.62   (feet)  ADJUSTED  
 DO0125  ___________________________________________________________________
 DO0125  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DO0125  DYNAMIC HT  -         315.906 (meters)    1036.43  (feet)  COMP
 DO0125  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 DO0125
 DO0125  VERT ORDER  -  SECOND    CLASS 0
 DO0125
 DO0125.The horizontal coordinates were scaled from a topographic map and have
 DO0125.an estimated accuracy of +/- 6 seconds.
 DO0125
 DO0125.The orthometric height was determined by differential leveling
 DO0125.and adjusted by the National Geodetic Survey in June 1991..
 DO0125
 DO0125.The geoid height was determined by GEOID03.
 DO0125
 DO0125.The dynamic height is computed by dividing the NAVD 88
 DO0125.geopotential number by the normal gravity value computed on the
 DO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0125.degrees latitude (g = 980.6199 gals.).
 DO0125
 DO0125.The modeled gravity was interpolated from observed gravity values.
 DO0125
 DO0125;                    North         East    Units  Estimated Accuracy
 DO0125;SPC TXNC     - 2,196,440.      612,170.      MT  (+/- 180 meters Scaled)
 DO0125
 DO0125                          SUPERSEDED SURVEY CONTROL
 DO0125
 DO0125  NGVD 29 (??/??/92)  316.200  (m)         1037.40   (f) ADJ UNCH    2 0
 DO0125
 DO0125.Superseded values are not recommended for survey control.
 DO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0125.See file dsdata.txt to determine how the superseded data were derived.
 DO0125
 DO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC586000(NAD 83)
 DO0125_MARKER: DB = BENCH MARK DISK
 DO0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0125_SP_SET: CULVERT
 DO0125_STAMPING: V 1169 1961
 DO0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0125
 DO0125  HISTORY     - Date     Condition        Report By
 DO0125  HISTORY     - 1961     MONUMENTED       CGS
 DO0125  HISTORY     - 20010325 GOOD             USPSQD
 DO0125  HISTORY     - 20050416 GOOD             USPSQD
 DO0125
 DO0125                          STATION DESCRIPTION
 DO0125
 DO0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0125'0.2 MI S FROM ANTELOPE.
 DO0125'ABOUT 0.2 MILE SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0125'ANTELOPE, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 DO0125'OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A LARGE CONCRETE
 DO0125'CULVERT, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 DO0125
 DO0125                          STATION RECOVERY (2001)
 DO0125
 DO0125'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0125'RECOVERED IN GOOD CONDITION.
 DO0125
 DO0125                          STATION RECOVERY (2005)
 DO0125
 DO0125'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0054 ***********************************************************************
 CA0054  DESIGNATION -  V 117
 CA0054  PID         -  CA0054
 CA0054  STATE/COUNTY-  TX/HAMILTON
 CA0054  USGS QUAD   -  INDIAN GAP (1979)
 CA0054
 CA0054                         *CURRENT SURVEY CONTROL
 CA0054  ___________________________________________________________________
 CA0054* NAD 83(1986)-  31 39 48.     (N)    098 24 50.     (W)     SCALED    
 CA0054* NAVD 88     -       478.051  (meters)    1568.41   (feet)  ADJUSTED  
 CA0054  ___________________________________________________________________
 CA0054  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CA0054  DYNAMIC HT  -         477.424 (meters)    1566.35  (feet)  COMP
 CA0054  MODELED GRAV-     979,314.4   (mgal)                       NAVD 88
 CA0054
 CA0054  VERT ORDER  -  SECOND    CLASS 0
 CA0054
 CA0054.The horizontal coordinates were scaled from a topographic map and have
 CA0054.an estimated accuracy of +/- 6 seconds.
 CA0054
 CA0054.The orthometric height was determined by differential leveling
 CA0054.and adjusted by the National Geodetic Survey in June 1991..
 CA0054
 CA0054.The geoid height was determined by GEOID03.
 CA0054
 CA0054.The dynamic height is computed by dividing the NAVD 88
 CA0054.geopotential number by the normal gravity value computed on the
 CA0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0054.degrees latitude (g = 980.6199 gals.).
 CA0054
 CA0054.The modeled gravity was interpolated from observed gravity values.
 CA0054
 CA0054;                    North         East    Units  Estimated Accuracy
 CA0054;SPC TX C     - 3,222,920.      882,020.      MT  (+/- 180 meters Scaled)
 CA0054
 CA0054                          SUPERSEDED SURVEY CONTROL
 CA0054
 CA0054  NGVD 29 (??/??/92)  477.954  (m)         1568.09   (f) ADJ UNCH    2 0
 CA0054
 CA0054.Superseded values are not recommended for survey control.
 CA0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0054.See file dsdata.txt to determine how the superseded data were derived.
 CA0054
 CA0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA555032(NAD 83)
 CA0054_MARKER: DB = BENCH MARK DISK
 CA0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0054_SP_SET: SIDEWALK
 CA0054_STAMPING: 1568.209 V 117 1933
 CA0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0054
 CA0054  HISTORY     - Date     Condition        Report By
 CA0054  HISTORY     - 1933     MONUMENTED       CGS
 CA0054  HISTORY     - 1935     GOOD             NGS
 CA0054
 CA0054                          STATION DESCRIPTION
 CA0054
 CA0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0054'IN INDIAN GAP.
 CA0054'AT INDIAN GAP, HAMILTON COUNTY, ON THE HAMILTON ROAD, IN THE CONCRETE
 CA0054'WALK, IN FRONT OF THE J. H. MONTYA GARAGE, 14 INCHES SOUTH OF THE
 CA0054'SOUTH WALL, AND 16 INCHES WEST OF THE DRIVEWAY.
 CA0054
 CA0054                          STATION RECOVERY (1935)
 CA0054
 CA0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0095 ***********************************************************************
 CT0095  DESIGNATION -  V 1170
 CT0095  PID         -  CT0095
 CT0095  STATE/COUNTY-  TX/PALO PINTO
 CT0095  USGS QUAD   -  WHITT (1984)
 CT0095
 CT0095                         *CURRENT SURVEY CONTROL
 CT0095  ___________________________________________________________________
 CT0095* NAD 83(1986)-  32 54 02.     (N)    098 04 58.     (W)     SCALED    
 CT0095* NAVD 88     -       309.008  (meters)    1013.80   (feet)  ADJUSTED  
 CT0095  ___________________________________________________________________
 CT0095  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0095  DYNAMIC HT  -         308.631 (meters)    1012.57  (feet)  COMP
 CT0095  MODELED GRAV-     979,409.7   (mgal)                       NAVD 88
 CT0095
 CT0095  VERT ORDER  -  SECOND    CLASS 0
 CT0095
 CT0095.The horizontal coordinates were scaled from a topographic map and have
 CT0095.an estimated accuracy of +/- 6 seconds.
 CT0095
 CT0095.The orthometric height was determined by differential leveling
 CT0095.and adjusted by the National Geodetic Survey in June 1991..
 CT0095
 CT0095.The geoid height was determined by GEOID03.
 CT0095
 CT0095.The dynamic height is computed by dividing the NAVD 88
 CT0095.geopotential number by the normal gravity value computed on the
 CT0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0095.degrees latitude (g = 980.6199 gals.).
 CT0095
 CT0095.The modeled gravity was interpolated from observed gravity values.
 CT0095
 CT0095;                    North         East    Units  Estimated Accuracy
 CT0095;SPC TXNC     - 2,136,900.      639,030.      MT  (+/- 180 meters Scaled)
 CT0095
 CT0095                          SUPERSEDED SURVEY CONTROL
 CT0095
 CT0095  NGVD 29 (??/??/92)  308.910  (m)         1013.48   (f) ADJ UNCH    2 0
 CT0095
 CT0095.Superseded values are not recommended for survey control.
 CT0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0095.See file dsdata.txt to determine how the superseded data were derived.
 CT0095
 CT0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB857406(NAD 83)
 CT0095_MARKER: DB = BENCH MARK DISK
 CT0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0095_STAMPING: V 1170 1961
 CT0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0095+STABILITY: SURFACE MOTION
 CT0095
 CT0095  HISTORY     - Date     Condition        Report By
 CT0095  HISTORY     - 1961     MONUMENTED       CGS
 CT0095  HISTORY     - 19980822 GOOD             USPSQD
 CT0095  HISTORY     - 20050416 GOOD             USPSQD
 CT0095
 CT0095                          STATION DESCRIPTION
 CT0095
 CT0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0095'6.8 MI N FROM MINERAL WELLS.
 CT0095'ABOUT 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0095'MINERAL WELLS, THENCE 6.75 MILES NORTH ALONG U. S. HIGHWAY 281, ABOUT
 CT0095'0.1 MILE NORTH OF THE JUNCTION OF THE HIGHWAY AND AN EAST-WEST DIRT
 CT0095'ROAD, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 120 FEET
 CT0095'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE BELONGING TO MR.
 CT0095'HARRINGTON, 36 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 9
 CT0095'1/2 FEET SOUTHWEST OF A POWER POLE, 9 1/2 FEET SOUTHEAST OF A
 CT0095'TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE 1.4 FEET SOUTH OF A METAL
 CT0095'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CT0095'CONCRETE POST PROJECTING 4 INCHES.
 CT0095
 CT0095                          STATION RECOVERY (1998)
 CT0095
 CT0095'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0095'RECOVERED IN GOOD CONDITION.
 CT0095
 CT0095                          STATION RECOVERY (2005)
 CT0095
 CT0095'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0375 ***********************************************************************
 CU0375  DESIGNATION -  V 1171
 CU0375  PID         -  CU0375
 CU0375  STATE/COUNTY-  TX/MITCHELL
 CU0375  USGS QUAD   -  SILVER (1987)
 CU0375
 CU0375                         *CURRENT SURVEY CONTROL
 CU0375  ___________________________________________________________________
 CU0375* NAD 83(1986)-  32 05 56.     (N)    100 42 29.     (W)     SCALED    
 CU0375* NAVD 88     -       627.077  (meters)    2057.34   (feet)  ADJUSTED  
 CU0375  ___________________________________________________________________
 CU0375  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CU0375  DYNAMIC HT  -         626.243 (meters)    2054.60  (feet)  COMP
 CU0375  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 CU0375
 CU0375  VERT ORDER  -  SECOND    CLASS 0
 CU0375
 CU0375.The horizontal coordinates were scaled from a topographic map and have
 CU0375.an estimated accuracy of +/- 6 seconds.
 CU0375
 CU0375.The orthometric height was determined by differential leveling
 CU0375.and adjusted by the National Geodetic Survey in June 1991..
 CU0375
 CU0375.The geoid height was determined by GEOID03.
 CU0375
 CU0375.The dynamic height is computed by dividing the NAVD 88
 CU0375.geopotential number by the normal gravity value computed on the
 CU0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0375.degrees latitude (g = 980.6199 gals.).
 CU0375
 CU0375.The modeled gravity was interpolated from observed gravity values.
 CU0375
 CU0375;                    North         East    Units  Estimated Accuracy
 CU0375;SPC TXNC     - 2,050,120.      391,590.      MT  (+/- 180 meters Scaled)
 CU0375
 CU0375                          SUPERSEDED SURVEY CONTROL
 CU0375
 CU0375  NGVD 29 (??/??/92)  626.882  (m)         2056.70   (f) ADJ UNCH    2 0
 CU0375
 CU0375.Superseded values are not recommended for survey control.
 CU0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0375.See file dsdata.txt to determine how the superseded data were derived.
 CU0375
 CU0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA388526(NAD 83)
 CU0375_MARKER: DB = BENCH MARK DISK
 CU0375_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0375_SP_SET: 18 FT
 CU0375_STAMPING: V 1171 1961
 CU0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0375+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2001
 CU0375
 CU0375  HISTORY     - Date     Condition        Report By
 CU0375  HISTORY     - 1961     MONUMENTED       CGS
 CU0375  HISTORY     - 20010517 POOR             JCLS
 CU0375  HISTORY     - 20010518 GOOD             JCLS
 CU0375
 CU0375                          STATION DESCRIPTION
 CU0375
 CU0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0375'2.4 MI NW FROM SILVER.
 CU0375'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0375'AT SILVER, THENCE 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 208, 0.3
 CU0375'MILE NORTHWEST OF THE ENTRANCE TO THE MCCABE RANCH, 49 FEET SOUTHWEST
 CU0375'OF THE CENTER LINE OF THE HIGHWAY, 85 FEET NORTHWEST OF THE NORTHWEST
 CU0375'END OF A CONCRETE HEAD WALL OF A CULVERT, 2 1/2 FEET NORTHEAST OF A
 CU0375'FENCE, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CU0375'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CU0375'DRIVEN TO A DEPTH OF 18 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 CU0375'PROJECTS 7 INCHES.
 CU0375
 CU0375                          STATION RECOVERY (2001)
 CU0375
 CU0375'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 CU0375'ABOUT 22.1 MILES SOUTH ALONG HWY 208 FROM THE INTERSECTION OF HWY 208
 CU0375'AND I 20 IN COLORADO CITY, TX.
 CU0375'*NOTE- CAP IS LOOSE, BUT SEEMS TO HAVE HELD ELEVATION.  MONUMENT IS
 CU0375'NOW COVERED BY APPROXIMATELY 18 INCHES OF DIRT.
 CU0375
 CU0375                          STATION RECOVERY (2001)
 CU0375
 CU0375'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 CU0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0007 ***********************************************************************
 CB0007  DESIGNATION -  V 1172
 CB0007  PID         -  CB0007
 CB0007  STATE/COUNTY-  TX/COKE
 CB0007  USGS QUAD   -  BRONTE (1987)
 CB0007
 CB0007                         *CURRENT SURVEY CONTROL
 CB0007  ___________________________________________________________________
 CB0007* NAD 83(1986)-  31 55 03.     (N)    100 17 37.     (W)     SCALED    
 CB0007* NAVD 88     -       559.920  (meters)    1837.00   (feet)  ADJUSTED  
 CB0007  ___________________________________________________________________
 CB0007  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 CB0007  DYNAMIC HT  -         559.185 (meters)    1834.59  (feet)  COMP
 CB0007  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 CB0007
 CB0007  VERT ORDER  -  SECOND    CLASS 0
 CB0007
 CB0007.The horizontal coordinates were scaled from a topographic map and have
 CB0007.an estimated accuracy of +/- 6 seconds.
 CB0007
 CB0007.The orthometric height was determined by differential leveling
 CB0007.and adjusted by the National Geodetic Survey in June 1991..
 CB0007
 CB0007.The geoid height was determined by GEOID03.
 CB0007
 CB0007.The dynamic height is computed by dividing the NAVD 88
 CB0007.geopotential number by the normal gravity value computed on the
 CB0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0007.degrees latitude (g = 980.6199 gals.).
 CB0007
 CB0007.The modeled gravity was interpolated from observed gravity values.
 CB0007
 CB0007;                    North         East    Units  Estimated Accuracy
 CB0007;SPC TX C     - 3,249,530.      703,760.      MT  (+/- 180 meters Scaled)
 CB0007
 CB0007                          SUPERSEDED SURVEY CONTROL
 CB0007
 CB0007  NGVD 29 (??/??/92)  559.738  (m)         1836.41   (f) ADJ UNCH    2 0
 CB0007
 CB0007.Superseded values are not recommended for survey control.
 CB0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0007.See file dsdata.txt to determine how the superseded data were derived.
 CB0007
 CB0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA776320(NAD 83)
 CB0007_MARKER: DB = BENCH MARK DISK
 CB0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0007_STAMPING: V 1172 1961
 CB0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0007+STABILITY: SURFACE MOTION
 CB0007
 CB0007  HISTORY     - Date     Condition        Report By
 CB0007  HISTORY     - 1961     MONUMENTED       CGS
 CB0007
 CB0007                          STATION DESCRIPTION
 CB0007
 CB0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0007'2.25 MI N FROM BRONTE.
 CB0007'ABOUT 2.25 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM
 CB0007'THE STATION AT BRONTE, 136 FEET SOUTH OF MILEPOST 683, 28 1/2 FEET
 CB0007'WEST OF THE WEST RAIL, 45 FEET EAST OF THE CENTER LINE OF A ROAD
 CB0007'PARALLELING THE TRACK ON THE WEST SIDE, 1.6 FEET EAST OF A METAL
 CB0007'WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL
 CB0007'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CB0007'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0128 ***********************************************************************
 CU0128  DESIGNATION -  V 1173
 CU0128  PID         -  CU0128
 CU0128  STATE/COUNTY-  TX/FISHER
 CU0128  USGS QUAD   -  ROTAN (1981)
 CU0128
 CU0128                         *CURRENT SURVEY CONTROL
 CU0128  ___________________________________________________________________
 CU0128* NAD 83(1986)-  32 50 41.     (N)    100 27 09.     (W)     SCALED    
 CU0128* NAVD 88     -       592.617  (meters)    1944.28   (feet)  ADJUSTED  
 CU0128  ___________________________________________________________________
 CU0128  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CU0128  DYNAMIC HT  -         591.845 (meters)    1941.74  (feet)  COMP
 CU0128  MODELED GRAV-     979,316.4   (mgal)                       NAVD 88
 CU0128
 CU0128  VERT ORDER  -  SECOND    CLASS 0
 CU0128
 CU0128.The horizontal coordinates were scaled from a topographic map and have
 CU0128.an estimated accuracy of +/- 6 seconds.
 CU0128
 CU0128.The orthometric height was determined by differential leveling
 CU0128.and adjusted by the National Geodetic Survey in June 1991..
 CU0128
 CU0128.The geoid height was determined by GEOID03.
 CU0128
 CU0128.The dynamic height is computed by dividing the NAVD 88
 CU0128.geopotential number by the normal gravity value computed on the
 CU0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0128.degrees latitude (g = 980.6199 gals.).
 CU0128
 CU0128.The modeled gravity was interpolated from observed gravity values.
 CU0128
 CU0128;                    North         East    Units  Estimated Accuracy
 CU0128;SPC TXNC     - 2,132,330.      417,250.      MT  (+/- 180 meters Scaled)
 CU0128
 CU0128                          SUPERSEDED SURVEY CONTROL
 CU0128
 CU0128  NGVD 29 (??/??/92)  592.372  (m)         1943.47   (f) ADJ UNCH    2 0
 CU0128
 CU0128.Superseded values are not recommended for survey control.
 CU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0128.See file dsdata.txt to determine how the superseded data were derived.
 CU0128
 CU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB640350(NAD 83)
 CU0128_MARKER: DB = BENCH MARK DISK
 CU0128_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0128_SP_SET: 29 FT
 CU0128_STAMPING: V 1173 1961
 CU0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0128
 CU0128  HISTORY     - Date     Condition        Report By
 CU0128  HISTORY     - 1961     MONUMENTED       CGS
 CU0128  HISTORY     - 1969     MARK NOT FOUND   USGS
 CU0128
 CU0128                          STATION DESCRIPTION
 CU0128
 CU0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0128'1.05 MI SE FROM ROTAN.
 CU0128'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0128'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 0.95 MILE SOUTHEAST
 CU0128'ALONG STATE HIGHWAY 70, 0.2 MILE WEST OF A CURVE IN THE HIGHWAY, 50
 CU0128'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 101 FEET SOUTH OF AND
 CU0128'ACROSS THE HIGHWAY FROM A POWER POLE AND TELEPHONE POLE NUMBER 10, 64
 CU0128'FEET WEST-SOUTHWEST OF A 12-INCH MESQUITE TREE, 2 FEET NORTH OF A
 CU0128'FENCE, 2.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CU0128'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CU0128'DRIVEN TO A DEPTH OF 29 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 CU0128'PROJECTS 6 INCHES.
 CU0128
 CU0128                          STATION RECOVERY (1969)
 CU0128
 CU0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0141 ***********************************************************************
 DP0141  DESIGNATION -  V 1174
 DP0141  PID         -  DP0141
 DP0141  STATE/COUNTY-  TX/KENT
 DP0141  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0141
 DP0141                         *CURRENT SURVEY CONTROL
 DP0141  ___________________________________________________________________
 DP0141* NAD 83(1993)-  33 08 19.52423(N)    100 38 28.15886(W)     ADJUSTED  
 DP0141* NAVD 88     -       608.399  (meters)    1996.06   (feet)  ADJUSTED  
 DP0141  ___________________________________________________________________
 DP0141  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 DP0141  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DP0141  DYNAMIC HT  -         607.640 (meters)    1993.57  (feet)  COMP
 DP0141  MODELED GRAV-     979,370.5   (mgal)                       NAVD 88
 DP0141
 DP0141  HORZ ORDER  -  FIRST
 DP0141  VERT ORDER  -  SECOND    CLASS 0
 DP0141
 DP0141.The horizontal coordinates were established by classical geodetic methods
 DP0141.and adjusted by the National Geodetic Survey in February 1996..
 DP0141
 DP0141.The orthometric height was determined by differential leveling
 DP0141.and adjusted by the National Geodetic Survey in June 1991..
 DP0141
 DP0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0141
 DP0141.The geoid height was determined by GEOID03.
 DP0141
 DP0141.The dynamic height is computed by dividing the NAVD 88
 DP0141.geopotential number by the normal gravity value computed on the
 DP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0141.degrees latitude (g = 980.6199 gals.).
 DP0141
 DP0141.The modeled gravity was interpolated from observed gravity values.
 DP0141
 DP0141;                    North         East     Units Scale Factor Converg.
 DP0141;SPC TXNC     - 2,165,275.477   400,255.006   MT  0.99987377   -1 10 04.0
 DP0141;SPC TXNC     - 7,103,907.96  1,313,169.97   sFT  0.99987377   -1 10 04.0
 DP0141;UTM  14      - 3,667,868.386   346,922.051   MT  0.99988892   -0 53 50.4
 DP0141
 DP0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0141!SPC TXNC     -   0.99990871  x   0.99987377  =   0.99978250
 DP0141!UTM  14      -   0.99990871  x   0.99988892  =   0.99979764
 DP0141
 DP0141:                Primary Azimuth Mark                     Grid Az
 DP0141:SPC TXNC     -  JAYTON MUN TANK                          029 02 51.6
 DP0141:UTM  14      -  JAYTON MUN TANK                          028 46 38.0
 DP0141
 DP0141|---------------------------------------------------------------------|
 DP0141| PID    Reference Object                     Distance      Geod. Az  |
 DP0141|                                                           dddmmss.s |
 DP0141| DP0545 JAYTON MUN TANK                     APPROX.13.4 KM 0275247.6 |
 DP0141| CX7588 V 1174 RM 1                          11.472 METERS 14332     |
 DP0141| CX7587 V 1174 AZ MK                                       1462337.6 |
 DP0141| CX7590 V 1174 AZ MK 2                                     1473324.4 |
 DP0141| CX7589 V 1174 RM 2                          11.877 METERS 32449     |
 DP0141|---------------------------------------------------------------------|
 DP0141
 DP0141                          SUPERSEDED SURVEY CONTROL
 DP0141
 DP0141  NAD 83(1993)-  33 08 19.52680(N)    100 38 28.15471(W) AD(       ) 1
 DP0141  NAD 83(1986)-  33 08 19.52923(N)    100 38 28.15090(W) AD(       ) 1
 DP0141  NAD 27      -  33 08 19.18423(N)    100 38 26.73365(W) AD(       ) 1
 DP0141  NGVD 29 (??/??/92)  608.152  (m)         1995.25   (f) ADJ UNCH    2 0
 DP0141
 DP0141.Superseded values are not recommended for survey control.
 DP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0141.See file dsdata.txt to determine how the superseded data were derived.
 DP0141
 DP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB4692267868(NAD 83)
 DP0141_MARKER: DB = BENCH MARK DISK
 DP0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0141_STAMPING: V 1174 1961
 DP0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0141+STABILITY: SURFACE MOTION
 DP0141
 DP0141  HISTORY     - Date     Condition        Report By
 DP0141  HISTORY     - 1968     MONUMENTED       CGS
 DP0141  HISTORY     - 1969     GOOD             USGS
 DP0141
 DP0141                          STATION DESCRIPTION
 DP0141
 DP0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0141'STATION IS LOCATED ABOUT 22 MILES NORTHWEST OF ROTAN, 8 MILES
 DP0141'SOUTHWEST OF JAYTON, 7 MILES EAST-SOUTHEAST OF CLAIRMONT, ON
 DP0141'THE EAST SIDE OF STATE HIGHWAY 70 AND ON HIGHWAY RIGHT-OF-WAY.
 DP0141'
 DP0141'TO REACH FROM THE POST OFFICE IN CLAIRMONT, GO EAST ON
 DP0141'U.S. HIGHWAY 380 FOR 5.45 MILES TO STATE HIGHWAY 70 ON THE RIGHT,
 DP0141'TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 70 FOR 1.7 MILES TO
 DP0141'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK, CONTINUE
 DP0141'SOUTHEAST ON THE HIGHWAY FOR 0.55 MILE TO THE MARK ON THE
 DP0141'RIGHT.
 DP0141'
 DP0141'STATION MARK IS A STANDARD BENCH MARK DISK, STAMPED V 1174 1961,
 DP0141'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 DP0141'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET NORTHEAST
 DP0141'OF THE CENTER OF STATE HIGHWAY 70, 4 FEET NORTHWEST OF A WITNESS
 DP0141'POST AND 2 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE LINE.
 DP0141'
 DP0141'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BM V 1174 NO 1 1968,
 DP0141'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 DP0141'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET
 DP0141'NORTHEAST OF THE CENTER OF THE HIGHWAY, 34 FEET SOUTHEAST OF THE
 DP0141'WITNESS POST, 1.5 FEET SOUTHWEST OF THE FENCE AND ABOUT THE SAME
 DP0141'ELEVATION AS THE STATION.
 DP0141'
 DP0141'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BM V 1174 NO 2 1968,
 DP0141'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 DP0141'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET NORTHEAST
 DP0141'OF THE CENTER OF THE HIGHWAY, 44 FEET NORTHWEST OF THE WITNESS
 DP0141'POST, 1.5 FEET SOUTHWEST OF THE FENCE AND ABOUT THE SAME
 DP0141'ELEVATION AS THE STATION.
 DP0141'
 DP0141'AZIMUTH MARK IS A STANDARD DISK, STAMPED BM V 1174 1968, SET
 DP0141'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 DP0141'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 100 YARDS
 DP0141'SOUTHWEST OF A WINDMILL, 50.5 FEET SOUTHWEST OF THE CENTER OF
 DP0141'STATE HIGHWAY 70, 2.5 FEET NORTH OF A WITNESS SIGN NAILED TO A
 DP0141'FENCE POST AND 1.3 FEET NORTHWEST OF A FENCE.
 DP0141
 DP0141                          STATION RECOVERY (1969)
 DP0141
 DP0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0141'7.35 MI SE FROM CLAIREMONT.
 DP0141'C AND GS TRIANGULATION ON STATION V 1174 IN 1968 ABOUT 5.65 MILES EAST
 DP0141'U.S. HIGHWAY 380 FROM THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY
 DP0141'208 AT CLAIREMONT, THENCE 1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 70
 DP0141'(NEW 1969 ALIGNMENT), 48 FEET NORTHEAST OF CENTERLINE OF THE HIGHWAY,
 DP0141'27 FEET SOUTHWEST OF R.O.W. FENCE, 2.0 FEET NORTHWEST OF A METAL
 DP0141'WITNESS POST, BETWEEN RMS 1 AND 2 1968, SET IN THE TOP OF A CONCRETE
 DP0141'POST PROJECTING 0.4 FOOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0089 ***********************************************************************
 CB0089  DESIGNATION -  V 1175
 CB0089  PID         -  CB0089
 CB0089  STATE/COUNTY-  TX/COKE
 CB0089  USGS QUAD   -  ROBERT LEE (1987)
 CB0089
 CB0089                         *CURRENT SURVEY CONTROL
 CB0089  ___________________________________________________________________
 CB0089* NAD 83(1986)-  31 54 07.     (N)    100 27 24.     (W)     SCALED    
 CB0089* NAVD 88     -       595.190  (meters)    1952.72   (feet)  ADJUSTED  
 CB0089  ___________________________________________________________________
 CB0089  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 CB0089  DYNAMIC HT  -         594.402 (meters)    1950.13  (feet)  COMP
 CB0089  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 CB0089
 CB0089  VERT ORDER  -  SECOND    CLASS 0
 CB0089
 CB0089.The horizontal coordinates were scaled from a topographic map and have
 CB0089.an estimated accuracy of +/- 6 seconds.
 CB0089
 CB0089.The orthometric height was determined by differential leveling
 CB0089.and adjusted by the National Geodetic Survey in June 1991..
 CB0089
 CB0089.The geoid height was determined by GEOID03.
 CB0089
 CB0089.The dynamic height is computed by dividing the NAVD 88
 CB0089.geopotential number by the normal gravity value computed on the
 CB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0089.degrees latitude (g = 980.6199 gals.).
 CB0089
 CB0089.The modeled gravity was interpolated from observed gravity values.
 CB0089
 CB0089;                    North         East    Units  Estimated Accuracy
 CB0089;SPC TX C     - 3,247,810.      688,330.      MT  (+/- 180 meters Scaled)
 CB0089
 CB0089                          SUPERSEDED SURVEY CONTROL
 CB0089
 CB0089  NGVD 29 (??/??/92)  594.996  (m)         1952.08   (f) ADJ UNCH    2 0
 CB0089
 CB0089.Superseded values are not recommended for survey control.
 CB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0089.See file dsdata.txt to determine how the superseded data were derived.
 CB0089
 CB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA622304(NAD 83)
 CB0089_MARKER: DB = BENCH MARK DISK
 CB0089_SETTING: 66 = SET IN ROCK OUTCROP
 CB0089_SP_SET: ROCK OUTCROP
 CB0089_STAMPING: V 1175 1961
 CB0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0089+STABILITY: POSITION/ELEVATION WELL
 CB0089
 CB0089  HISTORY     - Date     Condition        Report By
 CB0089  HISTORY     - 1961     MONUMENTED       CGS
 CB0089
 CB0089                          STATION DESCRIPTION
 CB0089
 CB0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0089'1.9 MI E FROM ROBERT LEE.
 CB0089'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0089'LEE, THENCE 1.65 MILES EAST ALONG STATE HIGHWAY 158, 0.3 MILE
 CB0089'SOUTHWEST OF A ROADSIDE PARK, ON THE NORTHEAST SIDE AND AT THE HEAD OF
 CB0089'A DEEP DRAW, ABOUT MIDWAY BETWEEN TWO TELEPHONE POLES, 57 FEET
 CB0089'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK
 CB0089'OUTCROP, 5 FEET NORTHWEST OF A FENCE, ABOUT 3 FEET BELOW THE LEVEL OF
 CB0089'THE HIGHWAY, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0041 ***********************************************************************
 CU0041  DESIGNATION -  V 1176
 CU0041  PID         -  CU0041
 CU0041  STATE/COUNTY-  TX/FISHER
 CU0041  USGS QUAD   -  RAVEN CREEK NORTH (1984)
 CU0041
 CU0041                         *CURRENT SURVEY CONTROL
 CU0041  ___________________________________________________________________
 CU0041* NAD 83(1986)-  32 43 45.     (N)    100 14 43.     (W)     SCALED    
 CU0041* NAVD 88     -       560.519  (meters)    1838.97   (feet)  ADJUSTED  
 CU0041  ___________________________________________________________________
 CU0041  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CU0041  DYNAMIC HT  -         559.784 (meters)    1836.56  (feet)  COMP
 CU0041  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 CU0041
 CU0041  VERT ORDER  -  SECOND    CLASS 0
 CU0041
 CU0041.The horizontal coordinates were scaled from a topographic map and have
 CU0041.an estimated accuracy of +/- 6 seconds.
 CU0041
 CU0041.The orthometric height was determined by differential leveling
 CU0041.and adjusted by the National Geodetic Survey in June 1991..
 CU0041
 CU0041.The geoid height was determined by GEOID03.
 CU0041
 CU0041.The dynamic height is computed by dividing the NAVD 88
 CU0041.geopotential number by the normal gravity value computed on the
 CU0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0041.degrees latitude (g = 980.6199 gals.).
 CU0041
 CU0041.The modeled gravity was interpolated from observed gravity values.
 CU0041
 CU0041;                    North         East    Units  Estimated Accuracy
 CU0041;SPC TXNC     - 2,119,180.      436,430.      MT  (+/- 180 meters Scaled)
 CU0041
 CU0041                          SUPERSEDED SURVEY CONTROL
 CU0041
 CU0041  NGVD 29 (??/??/92)  560.296  (m)         1838.24   (f) ADJ UNCH    2 0
 CU0041
 CU0041.Superseded values are not recommended for survey control.
 CU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0041.See file dsdata.txt to determine how the superseded data were derived.
 CU0041
 CU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB833219(NAD 83)
 CU0041_MARKER: DB = BENCH MARK DISK
 CU0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0041_SP_SET: BRIDGE
 CU0041_STAMPING: V 1176 1961
 CU0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0041
 CU0041  HISTORY     - Date     Condition        Report By
 CU0041  HISTORY     - 1961     MONUMENTED       CGS
 CU0041
 CU0041                          STATION DESCRIPTION
 CU0041
 CU0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0041'0.8 MI NE FROM SYLVESTER.
 CU0041'ABOUT 0.8 MILE NORTHEAST ALONG FARM ROAD 57 FROM THE INTERSECTION OF
 CU0041'THE ROAD AND FARM ROAD 1085 AT SYLVESTER, 20 FEET NORTHWEST OF THE
 CU0041'CENTER LINE OF THE FARM ROAD, 74 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 CU0041'OF THE PANHANDLE AND SANTA FE RAILWAY, SET IN THE CENTER OF THE TOP OF
 CU0041'THE NORTH CONCRETE WING WALL OF A CONCRETE HIGHWAY BRIDGE OVER CLEAR
 CU0041'FORK OF THE BRAZOS RIVER, AND ABOUT LEVEL WITH THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0251 ***********************************************************************
 CB0251  DESIGNATION -  V 1177
 CB0251  PID         -  CB0251
 CB0251  STATE/COUNTY-  TX/COKE
 CB0251  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0251
 CB0251                         *CURRENT SURVEY CONTROL
 CB0251  ___________________________________________________________________
 CB0251* NAD 83(1986)-  31 54 29.     (N)    100 48 26.     (W)     SCALED    
 CB0251* NAVD 88     -       791.129  (meters)    2595.56   (feet)  ADJUSTED  
 CB0251  ___________________________________________________________________
 CB0251  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 CB0251  DYNAMIC HT  -         790.053 (meters)    2592.03  (feet)  COMP
 CB0251  MODELED GRAV-     979,252.5   (mgal)                       NAVD 88
 CB0251
 CB0251  VERT ORDER  -  SECOND    CLASS 0
 CB0251
 CB0251.The horizontal coordinates were scaled from a topographic map and have
 CB0251.an estimated accuracy of +/- 6 seconds.
 CB0251
 CB0251.The orthometric height was determined by differential leveling
 CB0251.and adjusted by the National Geodetic Survey in June 1991..
 CB0251
 CB0251.The geoid height was determined by GEOID03.
 CB0251
 CB0251.The dynamic height is computed by dividing the NAVD 88
 CB0251.geopotential number by the normal gravity value computed on the
 CB0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0251.degrees latitude (g = 980.6199 gals.).
 CB0251
 CB0251.The modeled gravity was interpolated from observed gravity values.
 CB0251
 CB0251;                    North         East    Units  Estimated Accuracy
 CB0251;SPC TX C     - 3,248,580.      655,180.      MT  (+/- 180 meters Scaled)
 CB0251
 CB0251                          SUPERSEDED SURVEY CONTROL
 CB0251
 CB0251  NGVD 29 (??/??/92)  790.904  (m)         2594.82   (f) ADJ UNCH    2 0
 CB0251
 CB0251.Superseded values are not recommended for survey control.
 CB0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0251.See file dsdata.txt to determine how the superseded data were derived.
 CB0251
 CB0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA291316(NAD 83)
 CB0251_MARKER: DB = BENCH MARK DISK
 CB0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0251_STAMPING: V 1177 1961
 CB0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0251+STABILITY: SURFACE MOTION
 CB0251
 CB0251  HISTORY     - Date     Condition        Report By
 CB0251  HISTORY     - 1961     MONUMENTED       CGS
 CB0251
 CB0251                          STATION DESCRIPTION
 CB0251
 CB0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0251'14.7 MI NE FROM STERLING CITY.
 CB0251'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0251'AT STERLING CITY, THENCE 13.95 MILES NORTHEAST ALONG STATE HIGHWAY 158
 CB0251'AND FARM ROAD 387, 0.1 MILE WEST OF A PRIVATE DRIVEWAY LEADING
 CB0251'SOUTHEAST TO A RANCH HOUSE BELONGING TO MR. L. A. RADDE, 49 FEET SOUTH
 CB0251'OF THE CENTER LINE OF THE HIGHWAY, 87 FEET WEST OF A POWER POLE, 2
 CB0251'FEET NORTH OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT
 CB0251'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CB0251'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0469 ***********************************************************************
 CU0469  DESIGNATION -  V 1179
 CU0469  PID         -  CU0469
 CU0469  STATE/COUNTY-  TX/SCURRY
 CU0469  USGS QUAD   -  SNYDER (1979)
 CU0469
 CU0469                         *CURRENT SURVEY CONTROL
 CU0469  ___________________________________________________________________
 CU0469* NAD 83(1986)-  32 41 36.     (N)    100 55 09.     (W)     SCALED    
 CU0469* NAVD 88     -       705.243  (meters)    2313.78   (feet)  ADJUSTED  
 CU0469  ___________________________________________________________________
 CU0469  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CU0469  DYNAMIC HT  -         704.312 (meters)    2310.73  (feet)  COMP
 CU0469  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 CU0469
 CU0469  VERT ORDER  -  SECOND    CLASS 0
 CU0469
 CU0469.The horizontal coordinates were scaled from a topographic map and have
 CU0469.an estimated accuracy of +/- 6 seconds.
 CU0469
 CU0469.The orthometric height was determined by differential leveling
 CU0469.and adjusted by the National Geodetic Survey in June 1991..
 CU0469
 CU0469.The geoid height was determined by GEOID03.
 CU0469
 CU0469.The dynamic height is computed by dividing the NAVD 88
 CU0469.geopotential number by the normal gravity value computed on the
 CU0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0469.degrees latitude (g = 980.6199 gals.).
 CU0469
 CU0469.The modeled gravity was interpolated from observed gravity values.
 CU0469
 CU0469;                    North         East    Units  Estimated Accuracy
 CU0469;SPC TXNC     - 2,116,460.      373,190.      MT  (+/- 180 meters Scaled)
 CU0469
 CU0469                          SUPERSEDED SURVEY CONTROL
 CU0469
 CU0469  NGVD 29 (??/??/92)  704.966  (m)         2312.88   (f) ADJ UNCH    2 0
 CU0469
 CU0469.Superseded values are not recommended for survey control.
 CU0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0469.See file dsdata.txt to determine how the superseded data were derived.
 CU0469
 CU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB200189(NAD 83)
 CU0469_MARKER: DB = BENCH MARK DISK
 CU0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0469_SP_SET: CULVERT
 CU0469_STAMPING: V 1179 1961
 CU0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0469
 CU0469  HISTORY     - Date     Condition        Report By
 CU0469  HISTORY     - 1961     MONUMENTED       CGS
 CU0469
 CU0469                          STATION DESCRIPTION
 CU0469
 CU0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0469'2.7 MI S FROM SNYDER.
 CU0469'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE SANTA FE RAILWAY
 CU0469'STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE 1.6 MILES SOUTH
 CU0469'ALONG STATE HIGHWAY 350, 0.2 MILE SOUTH OF A DRIVE-IN THEATER, 0.2
 CU0469'MILE NORTH OF A CURVE IN THE HIGHWAY, 40 FEET WEST OF THE CENTER LINE
 CU0469'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF A CONCRETE
 CU0469'RETAINING WALL AT THE SOUTHWEST CORNER OF A 5 CHANNEL CONCRETE
 CU0469'CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0013 ***********************************************************************
 BN0013  DESIGNATION -  V 118
 BN0013  PID         -  BN0013
 BN0013  STATE/COUNTY-  TX/BURNET
 BN0013  USGS QUAD   -  BURNET (1967)
 BN0013
 BN0013                         *CURRENT SURVEY CONTROL
 BN0013  ___________________________________________________________________
 BN0013* NAD 83(1986)-  30 49 21.     (N)    098 12 05.     (W)     SCALED    
 BN0013* NAVD 88     -       428.291  (meters)    1405.15   (feet)  ADJUSTED  
 BN0013  ___________________________________________________________________
 BN0013  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 BN0013  DYNAMIC HT  -         427.713 (meters)    1403.26  (feet)  COMP
 BN0013  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 BN0013
 BN0013  VERT ORDER  -  SECOND    CLASS 0
 BN0013
 BN0013.The horizontal coordinates were scaled from a topographic map and have
 BN0013.an estimated accuracy of +/- 6 seconds.
 BN0013
 BN0013.The orthometric height was determined by differential leveling
 BN0013.and adjusted by the National Geodetic Survey in June 1991..
 BN0013
 BN0013.The geoid height was determined by GEOID03.
 BN0013
 BN0013.The dynamic height is computed by dividing the NAVD 88
 BN0013.geopotential number by the normal gravity value computed on the
 BN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0013.degrees latitude (g = 980.6199 gals.).
 BN0013
 BN0013.The modeled gravity was interpolated from observed gravity values.
 BN0013
 BN0013;                    North         East    Units  Estimated Accuracy
 BN0013;SPC TX C     - 3,130,080.      903,950.      MT  (+/- 180 meters Scaled)
 BN0013
 BN0013                          SUPERSEDED SURVEY CONTROL
 BN0013
 BN0013  NGVD 29 (??/??/92)  428.198  (m)         1404.85   (f) ADJ UNCH    2 0
 BN0013
 BN0013.Superseded values are not recommended for survey control.
 BN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0013.See file dsdata.txt to determine how the superseded data were derived.
 BN0013
 BN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV763102(NAD 83)
 BN0013_MARKER: DB = BENCH MARK DISK
 BN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0013_STAMPING: V 118 1933
 BN0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0013+STABILITY: SURFACE MOTION
 BN0013
 BN0013  HISTORY     - Date     Condition        Report By
 BN0013  HISTORY     - 1933     MONUMENTED       CGS
 BN0013  HISTORY     - 1967     GOOD             USGS
 BN0013
 BN0013                          STATION DESCRIPTION
 BN0013
 BN0013'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0013'0.7 MI N FROM BURNET.
 BN0013'BURNET, JUNCTION OF ST. HWY. 29 AND U.S. HWY 281.  THENCE N. ON U.S.
 BN0013'HWY 281 0.7 MI. TO F.M. RD. 963.  THENCE NORTHEAST ON F. M. 2500 FT.
 BN0013'TO FENCE ACROSS R. R. GRADE.  ON NORTH SIDE OF TRACK ROAD.  B. M. IS
 BN0013'47 FT. EAST OF CENTER OF R. R. GRADE, 3 FT. WEST OF A FENCE CORNER. A
 BN0013'STANDARD TABLET STAMPED V 118 1933 AND SET IN THE TOP OF A CONCRETE
 BN0013'POST 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0342 ***********************************************************************
 CU0342  DESIGNATION -  V 1180
 CU0342  PID         -  CU0342
 CU0342  STATE/COUNTY-  TX/MITCHELL
 CU0342  USGS QUAD   -  CEDAR BEND (1979)
 CU0342
 CU0342                         *CURRENT SURVEY CONTROL
 CU0342  ___________________________________________________________________
 CU0342* NAD 83(1986)-  32 28 47.     (N)    100 56 09.     (W)     SCALED    
 CU0342* NAVD 88     -       666.505  (meters)    2186.69   (feet)  ADJUSTED  
 CU0342  ___________________________________________________________________
 CU0342  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CU0342  DYNAMIC HT  -         665.615 (meters)    2183.77  (feet)  COMP
 CU0342  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 CU0342
 CU0342  VERT ORDER  -  SECOND    CLASS 0
 CU0342
 CU0342.The horizontal coordinates were scaled from a topographic map and have
 CU0342.an estimated accuracy of +/- 6 seconds.
 CU0342
 CU0342.The orthometric height was determined by differential leveling
 CU0342.and adjusted by the National Geodetic Survey in June 1991..
 CU0342
 CU0342.The geoid height was determined by GEOID03.
 CU0342
 CU0342.The dynamic height is computed by dividing the NAVD 88
 CU0342.geopotential number by the normal gravity value computed on the
 CU0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0342.degrees latitude (g = 980.6199 gals.).
 CU0342
 CU0342.The modeled gravity was interpolated from observed gravity values.
 CU0342
 CU0342;                    North         East    Units  Estimated Accuracy
 CU0342;SPC TXNC     - 2,092,820.      371,080.      MT  (+/- 180 meters Scaled)
 CU0342
 CU0342                          SUPERSEDED SURVEY CONTROL
 CU0342
 CU0342  NGVD 29 (??/??/92)  666.261  (m)         2185.89   (f) ADJ UNCH    2 0
 CU0342
 CU0342.Superseded values are not recommended for survey control.
 CU0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0342.See file dsdata.txt to determine how the superseded data were derived.
 CU0342
 CU0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA180952(NAD 83)
 CU0342_MARKER: DB = BENCH MARK DISK
 CU0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0342_STAMPING: V 1180 1961
 CU0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0342+STABILITY: SURFACE MOTION
 CU0342
 CU0342  HISTORY     - Date     Condition        Report By
 CU0342  HISTORY     - 1961     MONUMENTED       CGS
 CU0342
 CU0342                          STATION DESCRIPTION
 CU0342
 CU0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0342'15.8 MI SE FROM IRA.
 CU0342'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0342'CHURCH AT IRA, THENCE 5.9 MILES SOUTHEAST ALONG FARM ROAD 1229, THENCE
 CU0342'4.15 MILES EAST ALONG FARM ROAD 1808, OR 3.8 MILES WEST ALONG THE
 CU0342'TEXAS AND PACIFIC RAILWAY FROM THE STATION AT COLORADO CITY, THENCE
 CU0342'2.5 MILES NORTHWEST ALONG FARM ROAD 1229, THENCE 2.0 MILES NORTH ALONG
 CU0342'A GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD,
 CU0342'THENCE 1.1 MILES EAST ALONG A FENCE LINE, THENCE 1.65 MILES NORTH
 CU0342'ALONG A FENCE LINE TO A WATER TOWER AND LARGE METAL BUILDING ON THE
 CU0342'WEST SIDE OF THE WEBB AIR FORCE BASE AUXILIARY AIRFIELD, THENCE 0.4
 CU0342'MILE NORTH ALONG A PAVED ROAD TO THE NORTH ENTRANCE TO THE AIRFIELD,
 CU0342'THENCE 0.8 MILE EAST ALONG FARM ROAD 1808, 48 1/2 FEET NORTH-NORTHWEST
 CU0342'OF THE CENTER LINE OF THE FARM ROAD, 2 FEET SOUTH-SOUTHEAST OF A
 CU0342'FENCE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CU0342'THE FARM ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CU0342'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4474 ***********************************************************************
 AW4474  DESIGNATION -  V 1181
 AW4474  PID         -  AW4474
 AW4474  STATE/COUNTY-  TX/WALLER
 AW4474  USGS QUAD   -  BROOKSHIRE (1980)
 AW4474
 AW4474                         *CURRENT SURVEY CONTROL
 AW4474  ___________________________________________________________________
 AW4474* NAD 83(1986)-  29 49 08.     (N)    095 54 54.     (W)     SCALED    
 AW4474* NAVD 88     -        51.40   (+/-2cm)     168.6    (feet)  VERTCON   
 AW4474  ___________________________________________________________________
 AW4474  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW4474
 AW4474  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4474
 AW4474.The horizontal coordinates were scaled from a topographic map and have
 AW4474.an estimated accuracy of +/- 6 seconds.
 AW4474
 AW4474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4474.The vertical order pertains to the NGVD 29 superseded value.
 AW4474
 AW4474.The geoid height was determined by GEOID03.
 AW4474
 AW4474;                    North         East    Units  Estimated Accuracy
 AW4474;SPC TXSC     - 4,223,990.      898,130.      MT  (+/- 180 meters Scaled)
 AW4474
 AW4474                          SUPERSEDED SURVEY CONTROL
 AW4474
 AW4474  NGVD 29 (??/??/92)   51.381  (m)          168.57   (f) ADJ UNCH    1 2
 AW4474
 AW4474.Superseded values are not recommended for survey control.
 AW4474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4474.See file dsdata.txt to determine how the superseded data were derived.
 AW4474
 AW4474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP182022(NAD 83)
 AW4474_MARKER: DB = BENCH MARK DISK
 AW4474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4474_SP_SET: CASING FLANGE
 AW4474_STAMPING: V 1181 1963
 AW4474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4474
 AW4474  HISTORY     - Date     Condition        Report By
 AW4474  HISTORY     - 1963     MONUMENTED       CGS
 AW4474  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AW4474
 AW4474                          STATION DESCRIPTION
 AW4474
 AW4474'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW4474'5.7 MI NE FROM BROOKSHIRE.
 AW4474'ABOUT 2.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4474'STATION AT BROOKSHIRE, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD,
 AW4474'THENCE 0.25 MILE NORTH ALONG A PRIVATE GRAVELED ROAD, THENCE 0.55 MILE
 AW4474'WEST ALONG A PRIVATE GRAVELED ROAD, 123 YARDS SOUTH OF THE CENTER LINE
 AW4474'OF THE ROAD, 81 YARDS SOUTH OF THE SOUTHEAST CORNER OF A FENCE AROUND
 AW4474'WELL NO. 2, UNIT 1, IN THE KATY OIL FIELD, A DISK CEMENTED ON THE
 AW4474'NORTHEAST SIDE OF THE BOTTOM CASING FLANGE OF AN ABANDONED OIL WELL
 AW4474'NAMED AMERICAN RICE MILLING CO. B-6, KATY, AND ABOUT 1 FOOT ABOVE THE
 AW4474'LEVEL OF THE GROUND.
 AW4474
 AW4474                          STATION RECOVERY (1992)
 AW4474
 AW4474'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW4474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2293 ***********************************************************************
 AW2293  HT_MOD      -  This is a Height Modernization Survey Station.
 AW2293  DESIGNATION -  V 1182
 AW2293  PID         -  AW2293
 AW2293  STATE/COUNTY-  TX/HARRIS
 AW2293  USGS QUAD   -  BELLAIRE (1995)
 AW2293
 AW2293                         *CURRENT SURVEY CONTROL
 AW2293  ___________________________________________________________________
 AW2293* NAD 83(1993)-  29 40 52.55268(N)    095 27 34.08396(W)     ADJUSTED  
 AW2293* NAVD 88     -        15.41   (meters)      50.6    (feet)  GPS OBS   
 AW2293  ___________________________________________________________________
 AW2293  X           -    -527,638.659 (meters)                     COMP
 AW2293  Y           -  -5,520,669.780 (meters)                     COMP
 AW2293  Z           -   3,139,720.709 (meters)                     COMP
 AW2293  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AW2293  ELLIP HEIGHT-         -11.84  (meters)          (12/03/01) GPS OBS
 AW2293  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2293  DYNAMIC HT  -          15.39  (meters)      50.5   (feet)  COMP
 AW2293  MODELED GRAV-     979,278.0   (mgal)                       NAVD 88
 AW2293  OBS GRAVITY -     979,281.5   (mgal)                       GRAV_OBS
 AW2293
 AW2293  HORZ ORDER  -  FIRST
 AW2293  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2293  ELLP ORDER  -  FOURTH    CLASS II
 AW2293
 AW2293.The horizontal coordinates were established by GPS observations
 AW2293.and adjusted by the National Geodetic Survey in December 2001..
 AW2293
 AW2293.The orthometric height was determined by GPS observations and a
 AW2293.high-resolution geoid model using precise GPS observation and
 AW2293.processing techniques. It supersedes the leveled height previously
 AW2293.determined for this station.
 AW2293.The vertical order pertains to the first NAVD 88 superseded value.
 AW2293
 AW2293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2293
 AW2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2293
 AW2293.The ellipsoidal height was determined by GPS observations
 AW2293.and is referenced to NAD 83.
 AW2293
 AW2293.The geoid height was determined by GEOID03.
 AW2293
 AW2293.The dynamic height is computed by dividing the NAVD 88
 AW2293.geopotential number by the normal gravity value computed on the
 AW2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2293.degrees latitude (g = 980.6199 gals.).
 AW2293
 AW2293.The modeled gravity was interpolated from observed gravity values.
 AW2293.The observed gravity was obtained from relative gravimeter ties
 AW2293.to the IGSN71 gravity network.
 AW2293
 AW2293;                    North         East     Units Scale Factor Converg.
 AW2293;SPC TXSC     - 4,209,987.062   942,606.198   MT  0.99988145   +1 44 04.4
 AW2293;SPC TXSC     -13,812,265.89  3,092,533.83   sFT  0.99988145   +1 44 04.4
 AW2293;UTM  15      - 3,285,998.188   261,998.144   MT  1.00029897   -1 13 06.4
 AW2293
 AW2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2293!SPC TXSC     -   1.00000186  x   0.99988145  =   0.99988331
 AW2293!UTM  15      -   1.00000186  x   1.00029897  =   1.00030083
 AW2293
 AW2293                          SUPERSEDED SURVEY CONTROL
 AW2293
 AW2293  ELLIP H (10/25/00)  -11.82   (m)                       GP(       ) 4 1
 AW2293  NAD 83(1993)-  29 40 52.55338(N)    095 27 34.08290(W) AD(       ) 1
 AW2293  ELLIP H (10/17/96)  -11.70   (m)                       GP(       ) 3 1
 AW2293  NAVD 88 (09/11/96)   15.403  (m)           50.53   (f) ADJUSTED    1 2
 AW2293  NAVD 88 (06/15/91)   15.561  (m)           51.05   (f) UNKNOWN     1 2
 AW2293  NGVD 29 (12/23/87)   15.556  (m)           51.04   (f) ADJUSTED    1 2
 AW2293
 AW2293.Superseded values are not recommended for survey control.
 AW2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2293.See file dsdata.txt to determine how the superseded data were derived.
 AW2293
 AW2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6199885998(NAD 83)
 AW2293_MARKER: DB = BENCH MARK DISK
 AW2293_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW2293_SP_SET: BRIDGE WALKWAY
 AW2293_STAMPING: V 1182 1963
 AW2293_MARK LOGO: CGS   
 AW2293_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2293+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW2293
 AW2293  HISTORY     - Date     Condition        Report By
 AW2293  HISTORY     - 1963     MONUMENTED       CGS
 AW2293  HISTORY     - 1973     GOOD             NGS
 AW2293  HISTORY     - 1978     GOOD             NGS
 AW2293  HISTORY     - 1985     GOOD             USPSQD
 AW2293  HISTORY     - 1986     GOOD             NGS
 AW2293  HISTORY     - 1989     GOOD             USPSQD
 AW2293  HISTORY     - 1990     GOOD             USPSQD
 AW2293  HISTORY     - 19931030 GOOD             USPSQD
 AW2293  HISTORY     - 19950210 GOOD             HGCSD
 AW2293  HISTORY     - 19951009 GOOD             CHANCE
 AW2293  HISTORY     - 20031128 GOOD             USPSQD
 AW2293  HISTORY     - 20051006 GOOD             USPSQD
 AW2293
 AW2293                          STATION DESCRIPTION
 AW2293
 AW2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2293'2.2 MI SE FROM BELLAIRE.
 AW2293'0.5 MILE EAST ALONG BELLAIRE BOULEVARD FROM THE JUNCTION OF RICE
 AW2293'AVENUE AT BELLAIRE, THENCE 1.7 MILES SOUTH ALONG THE WEST FRONTAGE
 AW2293'ROAD OF WEST LOOP INTERSTATE HIGHWAY 610, 0.1 MILE NORTH OF THE
 AW2293'JUNCTION OF SOUTH BRAESWOOD BOULEVARD, 0.05 MILE SOUTH OF THE JUNCTION
 AW2293'OF NORTH BRAESWOOD BOULEVARD, IN THE TOP AND 1.2 FEET NORTH OF THE
 AW2293'SOUTH END OF THE WEST CONCRETE WALKWAY OF A BRIDGE OVER BRAYS BAYOU,
 AW2293'21 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.5 FEET WEST OF THE EAST
 AW2293'EDGE OF THE WALKWAY, 0.6 FOOT EAST OF THE EAST EDGE OF THE WEST
 AW2293'CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 AW2293
 AW2293                          STATION RECOVERY (1978)
 AW2293
 AW2293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2293'RECOVERED IN GOOD CONDITION.
 AW2293
 AW2293                          STATION RECOVERY (1985)
 AW2293
 AW2293'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2293'RECOVERED IN GOOD CONDITION.
 AW2293
 AW2293                          STATION RECOVERY (1986)
 AW2293
 AW2293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2293'RECOVERED IN GOOD CONDITION.
 AW2293
 AW2293                          STATION RECOVERY (1989)
 AW2293
 AW2293'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 AW2293'RECOVERED IN GOOD CONDITION.
 AW2293
 AW2293                          STATION RECOVERY (1990)
 AW2293
 AW2293'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2293'RECOVERED IN GOOD CONDITION.
 AW2293
 AW2293                          STATION RECOVERY (1993)
 AW2293
 AW2293'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2293'RECOVERED IN GOOD CONDITION.
 AW2293
 AW2293                          STATION RECOVERY (1995)
 AW2293
 AW2293'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW2293'RECOVERED AS DESCRIBED.
 AW2293
 AW2293                          STATION RECOVERY (1995)
 AW2293
 AW2293'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2293'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW2293'ADDITIONAL TIES FOLLOW.  36 FT (11.0 M) EAST OF THE SOUTH SUPPORT
 AW2293'PILLAR FOR A PIPE OVER BRAYS BAYOU.  20 FT (6.1 M) WEST OF THE
 AW2293'CENTERLINE OF THE WEST SERVICE ROAD.  7 FT (2.1 M) NORTH OF THE SOUTH
 AW2293'END OF THE SOUTHWEST WINGWALL.  3.5 FT (1.1 M) WEST OF THE WEST CURB
 AW2293'OF THE WEST SERVICE ROAD.
 AW2293
 AW2293                          STATION RECOVERY (2003)
 AW2293
 AW2293'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW2293'FOUND AS DESCRIBED
 AW2293
 AW2293                          STATION RECOVERY (2005)
 AW2293
 AW2293'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2293'FOUND AS DESCRIBED.
 AW2293' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1137 ***********************************************************************
 AW1137  DESIGNATION -  V 1184
 AW1137  PID         -  AW1137
 AW1137  STATE/COUNTY-  TX/HARRIS
 AW1137  USGS QUAD   -  PARK PLACE (1995)
 AW1137
 AW1137                         *CURRENT SURVEY CONTROL
 AW1137  ___________________________________________________________________
 AW1137* NAD 83(1986)-  29 44 36.     (N)    095 20 00.     (W)     SCALED    
 AW1137* NAVD 88     -        12.419  (meters)      40.74   (feet)  ADJUSTED  
 AW1137  ___________________________________________________________________
 AW1137  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW1137  DYNAMIC HT  -          12.402 (meters)      40.69  (feet)  COMP
 AW1137  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 AW1137  OBS GRAVITY -     979,288.0   (mgal)                       GRAV_OBS
 AW1137
 AW1137  VERT ORDER  -  FIRST     CLASS I
 AW1137
 AW1137.The horizontal coordinates were scaled from a topographic map and have
 AW1137.an estimated accuracy of +/- 6 seconds.
 AW1137
 AW1137.The orthometric height was determined by differential leveling
 AW1137.and adjusted by the National Geodetic Survey in June 1991..
 AW1137
 AW1137.The geoid height was determined by GEOID03.
 AW1137
 AW1137.The dynamic height is computed by dividing the NAVD 88
 AW1137.geopotential number by the normal gravity value computed on the
 AW1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1137.degrees latitude (g = 980.6199 gals.).
 AW1137
 AW1137.The modeled gravity was interpolated from observed gravity values.
 AW1137.The observed gravity was obtained from relative gravimeter ties
 AW1137.to the IGSN71 gravity network.
 AW1137
 AW1137;                    North         East    Units  Estimated Accuracy
 AW1137;SPC TXSC     - 4,217,240.      954,590.      MT  (+/- 180 meters Scaled)
 AW1137
 AW1137                          SUPERSEDED SURVEY CONTROL
 AW1137
 AW1137  NGVD 29 (12/23/87)   12.416  (m)           40.73   (f) ADJUSTED    1 1
 AW1137
 AW1137.Superseded values are not recommended for survey control.
 AW1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1137.See file dsdata.txt to determine how the superseded data were derived.
 AW1137
 AW1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN743926(NAD 83)
 AW1137_MARKER: DB = BENCH MARK DISK
 AW1137_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1137+WITH SETTING: PAVEMENT
 AW1137_SP_SET: CONCRETE BASE
 AW1137_STAMPING: V 1184 1964
 AW1137_MARK LOGO: CGS   
 AW1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1137+STABILITY: SURFACE MOTION
 AW1137
 AW1137  HISTORY     - Date     Condition        Report By
 AW1137  HISTORY     - 1964     MONUMENTED       CGS
 AW1137  HISTORY     - 1973     GOOD             NGS
 AW1137  HISTORY     - 1975     GOOD             LOCSUR
 AW1137  HISTORY     - 1976     GOOD             NGS
 AW1137  HISTORY     - 1978     GOOD             NGS
 AW1137  HISTORY     - 1983     GOOD             NGS
 AW1137  HISTORY     - 1987     GOOD             USPSQD
 AW1137  HISTORY     - 1987     GOOD             USPSQD
 AW1137  HISTORY     - 1987     GOOD             NGS
 AW1137  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1137  HISTORY     - 1989     GOOD             USPSQD
 AW1137  HISTORY     - 1989     GOOD             USPSQD
 AW1137  HISTORY     - 19950624 GOOD             USPSQD
 AW1137  HISTORY     - 20040515 MARK NOT FOUND   USPSQD
 AW1137  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1137
 AW1137                          STATION DESCRIPTION
 AW1137
 AW1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1137'1.85 MI SE FROM HOUSTON.
 AW1137'0.75 MILE SOUTHEAST ALONG CONGRESS STREET FROM THE COUNTY COURTHOUSE
 AW1137'AT HOUSTON, THENCE 1.1 MILES SOUTHEAST ALONG THE GALVESTON, HOUSTON
 AW1137'AND HENDERSON RAILROAD, AT THE CROSSING OF EASTWOOD AVENUE, IN THE TOP
 AW1137'OF THE CONCRETE BASE OF THE RAILROAD CROSSING SIGNAL LIGHT, 9 1/2 FEET
 AW1137'NORTHEAST OF THE NORTHEAST RAIL, 18 FEET NORTHWEST OF THE CENTER LINE
 AW1137'OF THE AVENUE, 1.0 FOOT SOUTHWEST OF AN IRON POST SUPPORTING THE
 AW1137'SIGNAL LIGHT, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 AW1137
 AW1137                          STATION RECOVERY (1975)
 AW1137
 AW1137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 AW1137'RECOVERED IN GOOD CONDITION.
 AW1137
 AW1137                          STATION RECOVERY (1976)
 AW1137
 AW1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1137'RECOVERED IN GOOD CONDITION.
 AW1137
 AW1137                          STATION RECOVERY (1978)
 AW1137
 AW1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1137'RECOVERED IN GOOD CONDITION.
 AW1137
 AW1137                          STATION RECOVERY (1983)
 AW1137
 AW1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1137'RECOVERED IN GOOD CONDITION.
 AW1137
 AW1137                          STATION RECOVERY (1987)
 AW1137
 AW1137'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1137'RECOVERED IN GOOD CONDITION.
 AW1137
 AW1137                          STATION RECOVERY (1987)
 AW1137
 AW1137'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW1137'RECOVERED IN GOOD CONDITION.
 AW1137
 AW1137                          STATION RECOVERY (1987)
 AW1137
 AW1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1137'RECOVERED IN GOOD CONDITION.
 AW1137
 AW1137                          STATION RECOVERY (1988)
 AW1137
 AW1137'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1137'MARK NOT FOUND.
 AW1137
 AW1137                          STATION RECOVERY (1989)
 AW1137
 AW1137'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1137'RECOVERED IN GOOD CONDITION.
 AW1137
 AW1137                          STATION RECOVERY (1989)
 AW1137
 AW1137'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1137'RECOVERED IN GOOD CONDITION.
 AW1137
 AW1137                          STATION RECOVERY (1995)
 AW1137
 AW1137'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1137'RECOVERED IN GOOD CONDITION.
 AW1137
 AW1137                          STATION RECOVERY (2004)
 AW1137
 AW1137'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1137'NEW RAIL ROAD CROSSING ARMS HAVE BEEN INSTALLED THIS YEAR. NO SIGN OF
 AW1137'THE OLD CONCRETE BASE.
 AW1137
 AW1137                          STATION RECOVERY (2005)
 AW1137
 AW1137'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1137'NEW CROSSING SIGNS AND THE OLD BASES ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1293 ***********************************************************************
 AW1293  DESIGNATION -  V 1185
 AW1293  PID         -  AW1293
 AW1293  STATE/COUNTY-  TX/HARRIS
 AW1293  USGS QUAD   -  LA PORTE (1982)
 AW1293
 AW1293                         *CURRENT SURVEY CONTROL
 AW1293  ___________________________________________________________________
 AW1293* NAD 83(1986)-  29 39 55.     (N)    095 01 45.     (W)     SCALED    
 AW1293* NAVD 88     -         5.306  (meters)      17.41   (feet)  ADJUSTED  
 AW1293  ___________________________________________________________________
 AW1293  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1293  DYNAMIC HT  -           5.299 (meters)      17.39  (feet)  COMP
 AW1293  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 AW1293
 AW1293  VERT ORDER  -  FIRST     CLASS II
 AW1293
 AW1293.The horizontal coordinates were scaled from a topographic map and have
 AW1293.an estimated accuracy of +/- 6 seconds.
 AW1293
 AW1293.The orthometric height was determined by differential leveling
 AW1293.and adjusted by the National Geodetic Survey in June 1991..
 AW1293
 AW1293.The geoid height was determined by GEOID03.
 AW1293
 AW1293.The dynamic height is computed by dividing the NAVD 88
 AW1293.geopotential number by the normal gravity value computed on the
 AW1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1293.degrees latitude (g = 980.6199 gals.).
 AW1293
 AW1293.The modeled gravity was interpolated from observed gravity values.
 AW1293
 AW1293;                    North         East    Units  Estimated Accuracy
 AW1293;SPC TXSC     - 4,209,550.      984,290.      MT  (+/- 180 meters Scaled)
 AW1293
 AW1293                          SUPERSEDED SURVEY CONTROL
 AW1293
 AW1293  NGVD 29 (12/23/87)    5.303  (m)           17.40   (f) ADJUSTED    1 2
 AW1293
 AW1293.Superseded values are not recommended for survey control.
 AW1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1293.See file dsdata.txt to determine how the superseded data were derived.
 AW1293
 AW1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036834(NAD 83)
 AW1293_MARKER: DB = BENCH MARK DISK
 AW1293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1293_SP_SET: CATCH BASIN
 AW1293_STAMPING: V 1185 1964
 AW1293_MARK LOGO: CGS   
 AW1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1293
 AW1293  HISTORY     - Date     Condition        Report By
 AW1293  HISTORY     - 1964     MONUMENTED       CGS
 AW1293  HISTORY     - 1973     GOOD             NGS
 AW1293  HISTORY     - 1978     GOOD             NGS
 AW1293  HISTORY     - 1987     GOOD             USPSQD
 AW1293  HISTORY     - 1987     GOOD             USPSQD
 AW1293  HISTORY     - 1987     GOOD             USPSQD
 AW1293  HISTORY     - 1987     GOOD             NGS
 AW1293  HISTORY     - 1988     GOOD             USPSQD
 AW1293  HISTORY     - 1988     GOOD             USPSQD
 AW1293  HISTORY     - 1988     GOOD             USPSQD
 AW1293  HISTORY     - 1988     GOOD             USPSQD
 AW1293  HISTORY     - 1988     GOOD             USPSQD
 AW1293  HISTORY     - 1988     GOOD             USPSQD
 AW1293  HISTORY     - 1988     GOOD             USPSQD
 AW1293  HISTORY     - 1988     GOOD             USPSQD
 AW1293  HISTORY     - 1988     GOOD             USPSQD
 AW1293  HISTORY     - 1989     GOOD             USPSQD
 AW1293  HISTORY     - 1989     GOOD             USPSQD
 AW1293  HISTORY     - 1989     GOOD             USPSQD
 AW1293  HISTORY     - 1989     GOOD             USPSQD
 AW1293  HISTORY     - 1989     GOOD             USPSQD
 AW1293  HISTORY     - 1989     GOOD             USPSQD
 AW1293  HISTORY     - 1989     GOOD             USPSQD
 AW1293  HISTORY     - 1989     GOOD             USPSQD
 AW1293  HISTORY     - 1990     GOOD             USPSQD
 AW1293  HISTORY     - 19910202 GOOD             USPSQD
 AW1293  HISTORY     - 19940423 GOOD             USPSQD
 AW1293  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1293  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1293  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AW1293  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW1293
 AW1293                          STATION DESCRIPTION
 AW1293
 AW1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1293'0.6 MI W FROM LA PORTE.
 AW1293'ABOUT 0.6 MILE WEST ALONG W. MAIN ST. FROM THE INTERSECTION OF
 AW1293'BROADWAY AND SAN JACINTO AVE. AT LA PORTE, BELOW AND ABOUT THE CENTER
 AW1293'LINE OF THE 4-LANES OF THE OVERPASS OF STATE HWY. 146, 3 FEET NORTH OF
 AW1293'THE NORTH CONCRETE CURB OF THE WESTBOUND LANE OF W. MAIN ST. (SPENCER
 AW1293'HWY.), SET IN THE TOP OF THE NORTHEAST CORNER OF A 3X6 FT. CONCRETE
 AW1293'CATCH BASIN, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.
 AW1293
 AW1293                          STATION RECOVERY (1978)
 AW1293
 AW1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1987)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1987)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1987)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1987)
 AW1293
 AW1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1988)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1988)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1988)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1988)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1988)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1988)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1988)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1988)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1988)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1989)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1989)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1989)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1989)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1989)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1989)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1989)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1989)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1990)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1991)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (1994)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1293'RECOVERED IN GOOD CONDITION.
 AW1293
 AW1293                          STATION RECOVERY (2000)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1293'MARK NOT FOUND.
 AW1293
 AW1293                          STATION RECOVERY (2001)
 AW1293
 AW1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1293'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1293
 AW1293                          STATION RECOVERY (2003)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1293'THERE IS NEW CONCRETE ON ALL CATCH BASINS
 AW1293
 AW1293                          STATION RECOVERY (2005)
 AW1293
 AW1293'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1662 ***********************************************************************
 AW1662  DESIGNATION -  V 1186
 AW1662  PID         -  AW1662
 AW1662  STATE/COUNTY-  TX/GALVESTON
 AW1662  USGS QUAD   -  TEXAS CITY (1994)
 AW1662
 AW1662                         *CURRENT SURVEY CONTROL
 AW1662  ___________________________________________________________________
 AW1662* NAD 83(1986)-  29 29 36.     (N)    094 59 30.     (W)     SCALED    
 AW1662* NAVD 88     -         4.45   (+/-2cm)      14.6    (feet)  VERTCON   
 AW1662  ___________________________________________________________________
 AW1662  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW1662
 AW1662  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1662
 AW1662.The horizontal coordinates were scaled from a topographic map and have
 AW1662.an estimated accuracy of +/- 6 seconds.
 AW1662
 AW1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1662.The vertical order pertains to the NGVD 29 superseded value.
 AW1662
 AW1662.The geoid height was determined by GEOID03.
 AW1662
 AW1662;                    North         East    Units  Estimated Accuracy
 AW1662;SPC TXSC     - 4,190,630.      988,570.      MT  (+/- 180 meters Scaled)
 AW1662
 AW1662                          SUPERSEDED SURVEY CONTROL
 AW1662
 AW1662  NGVD 29 (??/??/92)    4.448  (m)           14.59   (f) ADJ UNCH    1 2
 AW1662
 AW1662.Superseded values are not recommended for survey control.
 AW1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1662.See file dsdata.txt to determine how the superseded data were derived.
 AW1662
 AW1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN069642(NAD 83)
 AW1662_MARKER: DB = BENCH MARK DISK
 AW1662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1662_SP_SET: 48 FT.
 AW1662_STAMPING: V 1186 1964
 AW1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1662
 AW1662  HISTORY     - Date     Condition        Report By
 AW1662  HISTORY     - 1964     MONUMENTED       CGS
 AW1662  HISTORY     - 1973     GOOD             NGS
 AW1662  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1662  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1662  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1662  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW1662
 AW1662                          STATION DESCRIPTION
 AW1662
 AW1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1662'3.85 MI SE FROM KEMAH.
 AW1662'ABOUT 3.85 MILES SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE
 AW1662'AT KEMAH, NEAR THE CENTER OF A SMALL THICKET OF TREES ON THE NORTHEAST
 AW1662'SIDE OF THE HIGHWAY, 291 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW1662'NORTHEAST LANE OF THE HIGHWAY, ABOUT 235 FEET NORTHEAST OF THE HIGHWAY
 AW1662'R.O.W. FENCE, ABOUT 1.4 FEET SOUTHWEST END OF A FENCE, AND ABOUT 1.6
 AW1662'FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 AW1662'OF THE HIGHWAY, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED
 AW1662'STEEL ROD PROJECTING 4 INCHES ABOVE THE LEVEL OF THE ROAD, AND
 AW1662'PROTECTED BY A 5-INCH IRON PIPE WHICH PROJECTS 6 INCHES. THE ROD WAS
 AW1662'DRIVEN TO A DEPTH OF 48 FEET.
 AW1662
 AW1662                          STATION RECOVERY (1978)
 AW1662
 AW1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1662'NOT RECOVERED, ALSO POST OFFICE HAS MOVED 0.4 MILE SOUTHEAST.
 AW1662
 AW1662                          STATION RECOVERY (1987)
 AW1662
 AW1662'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1662'MARK NOT FOUND.
 AW1662
 AW1662                          STATION RECOVERY (1999)
 AW1662
 AW1662'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1662'MARK NOT FOUND.
 AW1662
 AW1662                          STATION RECOVERY (2004)
 AW1662
 AW1662'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1662' 
 AW1662' 
 AW1662' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3507 ***********************************************************************
 AW3507  DESIGNATION -  V 1188
 AW3507  PID         -  AW3507
 AW3507  STATE/COUNTY-  TX/HARRIS
 AW3507  USGS QUAD   -  LA PORTE (1982)
 AW3507
 AW3507                         *CURRENT SURVEY CONTROL
 AW3507  ___________________________________________________________________
 AW3507* NAD 83(1986)-  29 43 39.     (N)    095 02 36.     (W)     SCALED    
 AW3507* NAVD 88     -         2.02   (+/-2cm)       6.6    (feet)  VERTCON   
 AW3507  ___________________________________________________________________
 AW3507  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3507
 AW3507  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3507
 AW3507.The horizontal coordinates were scaled from a topographic map and have
 AW3507.an estimated accuracy of +/- 6 seconds.
 AW3507
 AW3507.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3507.The vertical order pertains to the NGVD 29 superseded value.
 AW3507
 AW3507.The geoid height was determined by GEOID03.
 AW3507
 AW3507;                    North         East    Units  Estimated Accuracy
 AW3507;SPC TXSC     - 4,216,400.      982,690.      MT  (+/- 180 meters Scaled)
 AW3507
 AW3507                          SUPERSEDED SURVEY CONTROL
 AW3507
 AW3507  NGVD 29 (??/??/92)    2.021  (m)            6.63   (f) ADJ UNCH    1 2
 AW3507
 AW3507.Superseded values are not recommended for survey control.
 AW3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3507.See file dsdata.txt to determine how the superseded data were derived.
 AW3507
 AW3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN023903(NAD 83)
 AW3507_MARKER: DB = BENCH MARK DISK
 AW3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3507_STAMPING: V 1188 1964
 AW3507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3507+STABILITY: SURFACE MOTION
 AW3507
 AW3507  HISTORY     - Date     Condition        Report By
 AW3507  HISTORY     - 1964     MONUMENTED       CGS
 AW3507
 AW3507                          STATION DESCRIPTION
 AW3507
 AW3507'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3507'3.65 MI SE FROM LYNCHBURG.
 AW3507'ABOUT 3.65 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3507'FERRY LANDING AT LYNCHBURG, ON ALEXANDER ISLAND, ABOUT 0.2 MILE
 AW3507'SOUTHEAST OF A LIGHT BEACON, ABOUT 105 YARDS NORTHWEST OF A TELEPHONE
 AW3507'POLE, 59 YARDS SOUTHEAST OF THE CENTER OF THE JUNCTION OF TWO CLAY
 AW3507'ROADS, 114 FEET SOUTH OF THE CENTER LINE OF A CLAY ROAD, 132 FEET EAST
 AW3507'OF THE CENTER LINE OF A CLAY ROAD, 2.0 FEET NORTH OF A 3 X 6-INCH POST
 AW3507'BEARING A WITNESS SHIELD, ABUT 5 FEET BELOW THE LEVEL OF THE JUNCTION,
 AW3507'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0115 ***********************************************************************
 CC0115  DESIGNATION -  V 1189
 CC0115  PID         -  CC0115
 CC0115  STATE/COUNTY-  TX/MIDLAND
 CC0115  USGS QUAD   -  BRYANT RANCH (1974)
 CC0115
 CC0115                         *CURRENT SURVEY CONTROL
 CC0115  ___________________________________________________________________
 CC0115* NAD 83(1986)-  31 49 44.     (N)    102 01 44.     (W)     SCALED    
 CC0115* NAVD 88     -       830.774  (meters)    2725.63   (feet)  ADJUSTED  
 CC0115  ___________________________________________________________________
 CC0115  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CC0115  DYNAMIC HT  -         829.602 (meters)    2721.79  (feet)  COMP
 CC0115  MODELED GRAV-     979,201.7   (mgal)                       NAVD 88
 CC0115
 CC0115  VERT ORDER  -  SECOND    CLASS 0
 CC0115
 CC0115.The horizontal coordinates were scaled from a topographic map and have
 CC0115.an estimated accuracy of +/- 6 seconds.
 CC0115
 CC0115.The orthometric height was determined by differential leveling
 CC0115.and adjusted by the National Geodetic Survey in June 1991..
 CC0115
 CC0115.The geoid height was determined by GEOID03.
 CC0115
 CC0115.The dynamic height is computed by dividing the NAVD 88
 CC0115.geopotential number by the normal gravity value computed on the
 CC0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0115.degrees latitude (g = 980.6199 gals.).
 CC0115
 CC0115.The modeled gravity was interpolated from observed gravity values.
 CC0115
 CC0115;                    North         East    Units  Estimated Accuracy
 CC0115;SPC TX C     - 3,240,930.      539,490.      MT  (+/- 180 meters Scaled)
 CC0115
 CC0115                          SUPERSEDED SURVEY CONTROL
 CC0115
 CC0115  NGVD 29 (??/??/92)  830.422  (m)         2724.48   (f) ADJ UNCH    2 0
 CC0115
 CC0115.Superseded values are not recommended for survey control.
 CC0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0115.See file dsdata.txt to determine how the superseded data were derived.
 CC0115
 CC0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR812253(NAD 83)
 CC0115_MARKER: DB = BENCH MARK DISK
 CC0115_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0115_SP_SET: 16 FT
 CC0115_STAMPING: V 1189 1967
 CC0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0115
 CC0115  HISTORY     - Date     Condition        Report By
 CC0115  HISTORY     - 1967     MONUMENTED       CGS
 CC0115  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CC0115
 CC0115                          STATION DESCRIPTION
 CC0115
 CC0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0115'11.85 MI S FROM MIDLAND.
 CC0115'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0115'THE STATION AT MIDLAND, THENCE 11.7 MILES SOUTH ALONG STATE HIGHWAY
 CC0115'349, 0.2 MILE SOUTH OF THE JUNCTION OF THE HIGHWAY AND CALICHE ROAD,
 CC0115'0.2 MILE NORTH OF A CURVE IN THE HIGHWAY, 58 FEET WEST OF THE CENTER
 CC0115'LINE OF THE HIGHWAY, 1 1/2 FEET EAST OF A HIGHWAY RIGHT-OF-WAY MARKER
 CC0115'POST, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 CC0115'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 CC0115'ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 5-INCH
 CC0115'IRON PIPE WHICH PROJECTS 4 INCHES.
 CC0115
 CC0115                          STATION RECOVERY (2001)
 CC0115
 CC0115'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0196 ***********************************************************************
 BN0196  DESIGNATION -  V 119
 BN0196  PID         -  BN0196
 BN0196  STATE/COUNTY-  TX/LLANO
 BN0196  USGS QUAD   -  LONE GROVE (1956)
 BN0196
 BN0196                         *CURRENT SURVEY CONTROL
 BN0196  ___________________________________________________________________
 BN0196* NAD 83(1986)-  30 46 35.     (N)    098 35 01.     (W)     SCALED    
 BN0196* NAVD 88     -       292.862  (meters)     960.83   (feet)  ADJUSTED  
 BN0196  ___________________________________________________________________
 BN0196  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 BN0196  DYNAMIC HT  -         292.475 (meters)     959.56  (feet)  COMP
 BN0196  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 BN0196
 BN0196  VERT ORDER  -  SECOND    CLASS 0
 BN0196
 BN0196.The horizontal coordinates were scaled from a topographic map and have
 BN0196.an estimated accuracy of +/- 6 seconds.
 BN0196
 BN0196.The orthometric height was determined by differential leveling
 BN0196.and adjusted by the National Geodetic Survey in June 1991..
 BN0196
 BN0196.The geoid height was determined by GEOID03.
 BN0196
 BN0196.The dynamic height is computed by dividing the NAVD 88
 BN0196.geopotential number by the normal gravity value computed on the
 BN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0196.degrees latitude (g = 980.6199 gals.).
 BN0196
 BN0196.The modeled gravity was interpolated from observed gravity values.
 BN0196
 BN0196;                    North         East    Units  Estimated Accuracy
 BN0196;SPC TX C     - 3,124,340.      867,470.      MT  (+/- 180 meters Scaled)
 BN0196
 BN0196                          SUPERSEDED SURVEY CONTROL
 BN0196
 BN0196  NGVD 29 (??/??/92)  292.813  (m)          960.67   (f) ADJ UNCH    2 0
 BN0196
 BN0196.Superseded values are not recommended for survey control.
 BN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0196.See file dsdata.txt to determine how the superseded data were derived.
 BN0196
 BN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV398048(NAD 83)
 BN0196_MARKER: DB = BENCH MARK DISK
 BN0196_SETTING: 80 = SET IN A BOULDER
 BN0196_SP_SET: BOULDER
 BN0196_STAMPING: V-119 1933
 BN0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0196+STABILITY: SURFACE MOTION
 BN0196
 BN0196  HISTORY     - Date     Condition        Report By
 BN0196  HISTORY     - 1933     MONUMENTED       CGS
 BN0196
 BN0196                          STATION DESCRIPTION
 BN0196
 BN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0196'6.5 MI SE FROM LLANO.
 BN0196'ALONG THE TEXAS AND NEW ORLEANS R.R. AND ONE POLE AND 30 FT. WEST OF
 BN0196'M.P. 93 AND 15 FT. SOUTH OF THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0403 ***********************************************************************
 CB0403  DESIGNATION -  V 1190
 CB0403  PID         -  CB0403
 CB0403  STATE/COUNTY-  TX/UPTON
 CB0403  USGS QUAD   -  LINDSEY RANCH (1970)
 CB0403
 CB0403                         *CURRENT SURVEY CONTROL
 CB0403  ___________________________________________________________________
 CB0403* NAD 83(1986)-  31 29 08.     (N)    101 56 07.     (W)     SCALED    
 CB0403* NAVD 88     -       831.595  (meters)    2728.32   (feet)  ADJUSTED  
 CB0403  ___________________________________________________________________
 CB0403  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0403  DYNAMIC HT  -         830.397 (meters)    2724.39  (feet)  COMP
 CB0403  MODELED GRAV-     979,173.0   (mgal)                       NAVD 88
 CB0403
 CB0403  VERT ORDER  -  SECOND    CLASS 0
 CB0403
 CB0403.The horizontal coordinates were scaled from a topographic map and have
 CB0403.an estimated accuracy of +/- 6 seconds.
 CB0403
 CB0403.The orthometric height was determined by differential leveling
 CB0403.and adjusted by the National Geodetic Survey in June 1991..
 CB0403
 CB0403.The geoid height was determined by GEOID03.
 CB0403
 CB0403.The dynamic height is computed by dividing the NAVD 88
 CB0403.geopotential number by the normal gravity value computed on the
 CB0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0403.degrees latitude (g = 980.6199 gals.).
 CB0403
 CB0403.The modeled gravity was interpolated from observed gravity values.
 CB0403
 CB0403;                    North         East    Units  Estimated Accuracy
 CB0403;SPC TX C     - 3,202,730.      547,810.      MT  (+/- 180 meters Scaled)
 CB0403
 CB0403                          SUPERSEDED SURVEY CONTROL
 CB0403
 CB0403  NGVD 29 (??/??/92)  831.261  (m)         2727.23   (f) ADJ UNCH    2 0
 CB0403
 CB0403.Superseded values are not recommended for survey control.
 CB0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0403.See file dsdata.txt to determine how the superseded data were derived.
 CB0403
 CB0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV211871(NAD 83)
 CB0403_MARKER: DB = BENCH MARK DISK
 CB0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0403_SP_SET: FOUNDATION
 CB0403_STAMPING: V 1190 1967
 CB0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0403
 CB0403  HISTORY     - Date     Condition        Report By
 CB0403  HISTORY     - 1967     MONUMENTED       CGS
 CB0403
 CB0403                          STATION DESCRIPTION
 CB0403
 CB0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0403'18.0 MI N FROM RANKIN.
 CB0403'ABOUT 18.0 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0403'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, AT A CURVE IN
 CB0403'THE HIGHWAY, AT OIL WELL NUMBER 6 ON THE SMITH-SPRADLING PROPERTY, 191
 CB0403'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.05 MILE NORTHEAST OF
 CB0403'THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, SET IN THE TOP AND
 CB0403'3.2 FEET SOUTH OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION
 CB0403'SUPPORTING A LARGE ELECTRIC MOTOR, 91 FEET EAST OF THE HIGHWAY
 CB0403'RIGHT-OF-WAY FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND
 CB0403'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0073 ***********************************************************************
 AN0073  DESIGNATION -  V 1192
 AN0073  PID         -  AN0073
 AN0073  STATE/COUNTY-  TX/JACKSON
 AN0073  USGS QUAD   -  FRANCITAS NW (1995)
 AN0073
 AN0073                         *CURRENT SURVEY CONTROL
 AN0073  ___________________________________________________________________
 AN0073* NAD 83(1986)-  28 54 40.     (N)    096 28 27.     (W)     SCALED    
 AN0073* NAVD 88     -        14.47   (+/-2cm)      47.5    (feet)  VERTCON   
 AN0073  ___________________________________________________________________
 AN0073  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0073
 AN0073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0073
 AN0073.The horizontal coordinates were scaled from a topographic map and have
 AN0073.an estimated accuracy of +/- 6 seconds.
 AN0073
 AN0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0073.The vertical order pertains to the NGVD 29 superseded value.
 AN0073
 AN0073.The geoid height was determined by GEOID03.
 AN0073
 AN0073;                    North         East    Units  Estimated Accuracy
 AN0073;SPC TXSC     - 4,122,110.      846,280.      MT  (+/- 180 meters Scaled)
 AN0073
 AN0073                          SUPERSEDED SURVEY CONTROL
 AN0073
 AN0073  NGVD 29 (??/??/92)   14.492  (m)           47.55   (f) ADJ UNCH    2 0
 AN0073
 AN0073.Superseded values are not recommended for survey control.
 AN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0073.See file dsdata.txt to determine how the superseded data were derived.
 AN0073
 AN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT462007(NAD 83)
 AN0073_MARKER: DB = BENCH MARK DISK
 AN0073_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0073_SP_SET: 26 FT.
 AN0073_STAMPING: V 1192 1972
 AN0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0073
 AN0073  HISTORY     - Date     Condition        Report By
 AN0073  HISTORY     - 1972     MONUMENTED       NGS
 AN0073  HISTORY     - 19910629 GOOD             USPSQD
 AN0073
 AN0073                          STATION DESCRIPTION
 AN0073
 AN0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0073'4.7 MI N FROM LA WARD.
 AN0073'ABOUT 4.7 MILES NORTH ALONG STATE HIGHWAY 172 FROM THE CROSSING OF THE
 AN0073'MISSOURI PACIFIC RAILROAD AT LA WARD, AT THE JUNCTION OF A PRIVATE
 AN0073'ROAD WHICH LEADS EAST, ABOUT 0.5 MILE SOUTH OF THE INTERSECTION OF
 AN0073'FARM-TO-MARKET ROAD 1823, 60 FEET EAST OF THE CENTER LINE OF THE
 AN0073'HIGHWAY, 51 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7 1/2 FEET
 AN0073'NORTH OF A POWER POLE, 1 1/2 FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF A
 AN0073'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 AN0073'ON THE TOP OF A COPPER COATED ROD WHICH IS LEVEL WITH THE SURFACE OF
 AN0073'THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE PROJECTING 3
 AN0073'INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 26 FEET.
 AN0073
 AN0073                          STATION RECOVERY (1991)
 AN0073
 AN0073'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0646 ***********************************************************************
 AX0646  DESIGNATION -  V 1193
 AX0646  PID         -  AX0646
 AX0646  STATE/COUNTY-  TX/JACKSON
 AX0646  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0646
 AX0646                         *CURRENT SURVEY CONTROL
 AX0646  ___________________________________________________________________
 AX0646* NAD 83(1986)-  29 04 31.     (N)    096 42 36.     (W)     SCALED    
 AX0646* NAVD 88     -        28.209  (meters)      92.55   (feet)  ADJUSTED  
 AX0646  ___________________________________________________________________
 AX0646  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0646  DYNAMIC HT  -          28.168 (meters)      92.41  (feet)  COMP
 AX0646  MODELED GRAV-     979,219.8   (mgal)                       NAVD 88
 AX0646
 AX0646  VERT ORDER  -  FIRST     CLASS I
 AX0646
 AX0646.The horizontal coordinates were scaled from a topographic map and have
 AX0646.an estimated accuracy of +/- 6 seconds.
 AX0646
 AX0646.The orthometric height was determined by differential leveling
 AX0646.and adjusted by the National Geodetic Survey in June 1991..
 AX0646
 AX0646.The geoid height was determined by GEOID03.
 AX0646
 AX0646.The dynamic height is computed by dividing the NAVD 88
 AX0646.geopotential number by the normal gravity value computed on the
 AX0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0646.degrees latitude (g = 980.6199 gals.).
 AX0646
 AX0646.The modeled gravity was interpolated from observed gravity values.
 AX0646
 AX0646;                    North         East    Units  Estimated Accuracy
 AX0646;SPC TXSC     - 4,139,820.      822,930.      MT  (+/- 180 meters Scaled)
 AX0646
 AX0646                          SUPERSEDED SURVEY CONTROL
 AX0646
 AX0646  NGVD 29 (??/??/92)   28.221  (m)           92.59   (f) ADJ UNCH    1 1
 AX0646
 AX0646.Superseded values are not recommended for survey control.
 AX0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0646.See file dsdata.txt to determine how the superseded data were derived.
 AX0646
 AX0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT229184(NAD 83)
 AX0646_MARKER: DB = BENCH MARK DISK
 AX0646_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0646+WITH SETTING: INTO GROUND
 AX0646_STAMPING: V 1193 1972
 AX0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0646+STABILITY: SURFACE MOTION
 AX0646
 AX0646  HISTORY     - Date     Condition        Report By
 AX0646  HISTORY     - 1972     MONUMENTED       NGS
 AX0646
 AX0646                          STATION DESCRIPTION
 AX0646
 AX0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0646'8.1 MI NW FROM EDNA.
 AX0646'ABOUT 8.1 MILES NORTHWEST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AX0646'AT EDNA, 1.25 MILE SOUTHWEST OF THE JUNCTION OF KECHNER ROAD LEADING
 AX0646'SOUTHWEST, NEAR THE JUNCTION OF A LANE LEADING EASTERLY TO THE ENON
 AX0646'CEMETERY, 59.7 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8
 AX0646'FEET SOUTHEAST OF A CORNER FENCE POST, 1.2 FEET NORTHEAST OF THE
 AX0646'RIGHT-OF-WAY FENCE LINE, 0.9 FOOT NORTHWEST OF A METAL WITNESS POST, 2
 AX0646'FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER
 AX0646'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH
 AX0646'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6-INCH PIPE THAT
 AX0646'PROJECTS ONE INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0669 ***********************************************************************
 AX0669  DESIGNATION -  V 1194
 AX0669  PID         -  AX0669
 AX0669  STATE/COUNTY-  TX/JACKSON
 AX0669  USGS QUAD   -  GANADO (1981)
 AX0669
 AX0669                         *CURRENT SURVEY CONTROL
 AX0669  ___________________________________________________________________
 AX0669* NAD 83(1986)-  29 00 45.     (N)    096 34 44.     (W)     SCALED    
 AX0669* NAVD 88     -        17.672  (meters)      57.98   (feet)  ADJUSTED  
 AX0669  ___________________________________________________________________
 AX0669  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0669  DYNAMIC HT  -          17.647 (meters)      57.90  (feet)  COMP
 AX0669  MODELED GRAV-     979,218.2   (mgal)                       NAVD 88
 AX0669
 AX0669  VERT ORDER  -  FIRST     CLASS I
 AX0669
 AX0669.The horizontal coordinates were scaled from a topographic map and have
 AX0669.an estimated accuracy of +/- 6 seconds.
 AX0669
 AX0669.The orthometric height was determined by differential leveling
 AX0669.and adjusted by the National Geodetic Survey in June 1991..
 AX0669
 AX0669.The geoid height was determined by GEOID03.
 AX0669
 AX0669.The dynamic height is computed by dividing the NAVD 88
 AX0669.geopotential number by the normal gravity value computed on the
 AX0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0669.degrees latitude (g = 980.6199 gals.).
 AX0669
 AX0669.The modeled gravity was interpolated from observed gravity values.
 AX0669
 AX0669;                    North         East    Units  Estimated Accuracy
 AX0669;SPC TXSC     - 4,133,130.      835,840.      MT  (+/- 180 meters Scaled)
 AX0669
 AX0669                          SUPERSEDED SURVEY CONTROL
 AX0669
 AX0669  NGVD 29 (12/23/87)   17.682  (m)           58.01   (f) ADJUSTED    1 1
 AX0669
 AX0669.Superseded values are not recommended for survey control.
 AX0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0669.See file dsdata.txt to determine how the superseded data were derived.
 AX0669
 AX0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT358117(NAD 83)
 AX0669_MARKER: DD = SURVEY DISK
 AX0669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0669_SP_SET: CULVERT HEADWALL
 AX0669_STAMPING: V 1194 1972
 AX0669_MARK LOGO: TXHD  
 AX0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0669+STABILITY: SURFACE MOTION
 AX0669
 AX0669  HISTORY     - Date     Condition        Report By
 AX0669  HISTORY     - 1972     MONUMENTED       TXHD
 AX0669  HISTORY     - 1972     GOOD             NGS
 AX0669  HISTORY     - 1987     GOOD             NGS
 AX0669
 AX0669                          STATION DESCRIPTION
 AX0669
 AX0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0669'4.8 MI NE FROM EDNA.
 AX0669'ABOUT 4.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD AND US
 AX0669'HIGHWAY 59 FROM THE COURTHOUSE AT EDNA, 0.2 MILE SOUTHWEST OF THE
 AX0669'JUNCTION OF WEEKS ROAD, 123 FEET NORTHWEST OF THE CENTER LINE OF THE
 AX0669'HIGHWAY, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE NEW LANE OF THE
 AX0669'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE
 AX0669'HEADWALL FOR A 4-BY-4-FOOT BOX CULVERT, ABOUT 3 1/2 FEET BELOW THE
 AX0669'LEVEL OF THE NEW HIGHWAY.
 AX0669
 AX0669                          STATION RECOVERY (1987)
 AX0669
 AX0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0669'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.65 KM (1.64
 AX0669'MI) NORTHEAST ALONG HIGHWAY LOOP 521 FROM THE JUNCTION OF STATE
 AX0669'HIGHWAY 111 IN EDNA, THENCE 4.97 KM (3.11 MI) NORTHEAST ALONG US
 AX0669'HIGHWAY 59, 37.5 METERS (123 FT) NORTHWEST OF THE CENTERLINE OF THE
 AX0669'NORTHBOUND LANES, 16.1 METERS (53.0 FT) SOUTHEAST OF THE CENTERLINE OF
 AX0669'THE SOUTHBOUND LANES, IN TOP AND CENTER OF THE SOUTHEAST HEADWALL OF A
 AX0669'4- BY 4-FOOT BOX CULVERT UNDER THE SOUTHBOUND LANES.  NOTE--DISK
 AX0669'CASTING IS TEXAS HIGHWAY DEPARTMENT -ROW-NO.
 AX0669'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0649 ***********************************************************************
 AN0649  DESIGNATION -  V 1195
 AN0649  PID         -  AN0649
 AN0649  STATE/COUNTY-  TX/JACKSON
 AN0649  USGS QUAD   -  EDNA (1995)
 AN0649
 AN0649                         *CURRENT SURVEY CONTROL
 AN0649  ___________________________________________________________________
 AN0649* NAD 83(1986)-  28 54 01.     (N)    096 39 43.     (W)     SCALED    
 AN0649* NAVD 88     -        15.97   (+/-2cm)      52.4    (feet)  VERTCON   
 AN0649  ___________________________________________________________________
 AN0649  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0649
 AN0649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0649
 AN0649.The horizontal coordinates were scaled from a topographic map and have
 AN0649.an estimated accuracy of +/- 6 seconds.
 AN0649
 AN0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0649.The vertical order pertains to the NGVD 29 superseded value.
 AN0649
 AN0649.The geoid height was determined by GEOID03.
 AN0649
 AN0649;                    North         East    Units  Estimated Accuracy
 AN0649;SPC TXSC     - 4,120,530.      828,000.      MT  (+/- 180 meters Scaled)
 AN0649
 AN0649                          SUPERSEDED SURVEY CONTROL
 AN0649
 AN0649  NGVD 29 (??/??/92)   16.020  (m)           52.56   (f) ADJ UNCH    2 0
 AN0649
 AN0649.Superseded values are not recommended for survey control.
 AN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0649.See file dsdata.txt to determine how the superseded data were derived.
 AN0649
 AN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS279991(NAD 83)
 AN0649_MARKER: DB = BENCH MARK DISK
 AN0649_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0649+WITH SETTING: INTO GROUND
 AN0649_STAMPING: V 1195 1972
 AN0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0649+STABILITY: SURFACE MOTION
 AN0649
 AN0649  HISTORY     - Date     Condition        Report By
 AN0649  HISTORY     - 1972     MONUMENTED       NGS
 AN0649
 AN0649                          STATION DESCRIPTION
 AN0649
 AN0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0649'4.15 MI SE FROM EL TORO.
 AN0649'ABOUT 4.15 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO. 234 FROM THE
 AN0649'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT EL TORO, 0.1 MILE
 AN0649'NORTHWEST OF A LARGE LONE 2-STORY FRAME HOUSE WITH A LARGE CEDAR TREE
 AN0649'THAT IS LOCATED BETWEEN TWO DRIVEWAYS TO HOUSE, 75 FEET SOUTH OF THE
 AN0649'CENTER OF THE JUNCTION OF THE FARM ROAD AND FRENZEL ROAD, 56 FEET
 AN0649'SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 34 FEET SOUTHEAST OF
 AN0649'THE CENTER LINE OF FRENZEL ROAD, 11 1/2 FEET SOUTHEAST OF A TELEPHONE
 AN0649'POLE, 10 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET NORTHEAST OF A
 AN0649'FENCE LINE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE
 AN0649'LEVEL OF THE ROAD, AND IS A DISK ON THE TOP OF A 4 FOOT COPPER COATED
 AN0649'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH
 AN0649'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT
 AN0649'IS FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0687 ***********************************************************************
 AN0687  DESIGNATION -  V 1196
 AN0687  PID         -  AN0687
 AN0687  STATE/COUNTY-  TX/VICTORIA
 AN0687  USGS QUAD   -  PLACEDO (1995)
 AN0687
 AN0687                         *CURRENT SURVEY CONTROL
 AN0687  ___________________________________________________________________
 AN0687* NAD 83(1986)-  28 41 36.     (N)    096 49 55.     (W)     SCALED    
 AN0687* NAVD 88     -        15.536  (meters)      50.97   (feet)  ADJUSTED  
 AN0687  ___________________________________________________________________
 AN0687  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0687  DYNAMIC HT  -          15.514 (meters)      50.90  (feet)  COMP
 AN0687  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 AN0687
 AN0687  VERT ORDER  -  FIRST     CLASS I
 AN0687
 AN0687.The horizontal coordinates were scaled from a topographic map and have
 AN0687.an estimated accuracy of +/- 6 seconds.
 AN0687
 AN0687.The orthometric height was determined by differential leveling
 AN0687.and adjusted by the National Geodetic Survey in June 1991..
 AN0687
 AN0687.The geoid height was determined by GEOID03.
 AN0687
 AN0687.The dynamic height is computed by dividing the NAVD 88
 AN0687.geopotential number by the normal gravity value computed on the
 AN0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0687.degrees latitude (g = 980.6199 gals.).
 AN0687
 AN0687.The modeled gravity was interpolated from observed gravity values.
 AN0687
 AN0687;                    North         East    Units  Estimated Accuracy
 AN0687;SPC TXSC     - 4,097,280.      811,850.      MT  (+/- 180 meters Scaled)
 AN0687
 AN0687                          SUPERSEDED SURVEY CONTROL
 AN0687
 AN0687  NGVD 29 (??/??/92)   15.659  (m)           51.37   (f) ADJ UNCH    1 1
 AN0687
 AN0687.Superseded values are not recommended for survey control.
 AN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0687.See file dsdata.txt to determine how the superseded data were derived.
 AN0687
 AN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS118759(NAD 83)
 AN0687_MARKER: DB = BENCH MARK DISK
 AN0687_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0687+WITH SETTING: INTO GROUND
 AN0687_STAMPING: V 1196 1972
 AN0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0687+STABILITY: SURFACE MOTION
 AN0687
 AN0687  HISTORY     - Date     Condition        Report By
 AN0687  HISTORY     - 1972     MONUMENTED       NGS
 AN0687  HISTORY     - 1978     GOOD             NGS
 AN0687
 AN0687                          STATION DESCRIPTION
 AN0687
 AN0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0687'0.5 MI NW FROM PLACEDO.
 AN0687'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE CROSSING OF
 AN0687'THE MISSOURI PACIFIC RAILROAD AT PLACEDO, THENCE 0.1 MILE NORTHEAST
 AN0687'ALONG A DIRT ROAD, 350 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 AN0687'44 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC
 AN0687'RAILROAD, 12 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 AN0687'WHICH LEADS NORTHEAST, 243 FEET NORTHWEST OF THE NORTH CORNER OF A
 AN0687'SMALL RAILROAD TRESTLE, 21 FEET NORTHWEST OF A TELEPHONE POLE, 262.0
 AN0687'FEET SOUTHEAST OF BENCH MARK U 1196, 2 FEET NORTHEAST OF A FENCE, 1.0
 AN0687'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 AN0687'OF THE TRACK, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD
 AN0687'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE
 AN0687'SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH
 AN0687'PROJECTS 1 INCH.
 AN0687
 AN0687                          STATION RECOVERY (1978)
 AN0687
 AN0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0655 ***********************************************************************
 AN0655  DESIGNATION -  V 1197
 AN0655  PID         -  AN0655
 AN0655  STATE/COUNTY-  TX/JACKSON
 AN0655  USGS QUAD   -  EDNA (1995)
 AN0655
 AN0655                         *CURRENT SURVEY CONTROL
 AN0655  ___________________________________________________________________
 AN0655* NAD 83(1986)-  28 55 21.     (N)    096 41 00.     (W)     SCALED    
 AN0655* NAVD 88     -        17.89   (+/-2cm)      58.7    (feet)  VERTCON   
 AN0655  ___________________________________________________________________
 AN0655  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0655
 AN0655  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0655
 AN0655.The horizontal coordinates were scaled from a topographic map and have
 AN0655.an estimated accuracy of +/- 6 seconds.
 AN0655
 AN0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0655.The vertical order pertains to the NGVD 29 superseded value.
 AN0655
 AN0655.The geoid height was determined by GEOID03.
 AN0655
 AN0655;                    North         East    Units  Estimated Accuracy
 AN0655;SPC TXSC     - 4,122,950.      825,860.      MT  (+/- 180 meters Scaled)
 AN0655
 AN0655                          SUPERSEDED SURVEY CONTROL
 AN0655
 AN0655  NGVD 29 (??/??/92)   17.934  (m)           58.84   (f) ADJ UNCH    2 0
 AN0655
 AN0655.Superseded values are not recommended for survey control.
 AN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0655.See file dsdata.txt to determine how the superseded data were derived.
 AN0655
 AN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT258016(NAD 83)
 AN0655_MARKER: DB = BENCH MARK DISK
 AN0655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0655_SP_SET: 63 FEET
 AN0655_STAMPING: V 1197 1972
 AN0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0655
 AN0655  HISTORY     - Date     Condition        Report By
 AN0655  HISTORY     - 1972     MONUMENTED       NGS
 AN0655
 AN0655                          STATION DESCRIPTION
 AN0655
 AN0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0655'2.25 MI SE FROM EL TORO.
 AN0655'ABOUT 2.25 MILES SOUTHEAST ALONG FARM-TO-MARKET ROAD 234 FROM THE
 AN0655'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT EL TORO, ON THE J.P.
 AN0655'HERIN PROPERTY, 293 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 234
 AN0655'FEET SOUTHWEST OF A FENCE, 191 FEET SOUTHEAST OF AN ELECTRIC PUMP
 AN0655'BELOW A WINDMILL, 179 1/2 FEET SOUTHEAST OF A CONCRETE WATER TANK,
 AN0655'74.0 FEET SOUTHEAST OF THE SOUTH CORNER OF A FRAME BUILDING WITH A
 AN0655'METAL ROOF, 41 FEET SOUTHEAST OF A 36-INCH OAK TREE, 5 FEET NORTHEAST
 AN0655'OF A FENCE, 4.8 FEET NORTHEAST OF A METAL WITNESS POST, AND ON THE TOP
 AN0655'OF A COPPER COATED ROD WHICH IS DRIVEN TO REFUSAL AT A DEPTH OF 63
 AN0655'FEET AND PROJECTS 7 INCHES AND WHICH IS PROTECTED BY A 4-INCH METAL
 AN0655'PIPE THAT IS SET TO A DEPTH OF 32 FEET.  ACCESS TO THE MARK IS HAD BY
 AN0655'REMOVING A 4-INCH SCREW CAP WHICH PROJECTS 1.5 FEET ABOVE THE SURFACE
 AN0655'OF THE GROUND.  NOTE-- THE SOIL IN WHICH THE PIPE IS SET IS SURFACE
 AN0655'SOIL AND CLAY FROM 0 TO 12 FEET, FINE RED SAND FROM 12 TO 17 FEET,
 AN0655'GRAY CLAY FROM 17 TO 23 FEET AND COARSE WHITE SAND FROM 23 TO 32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0937 ***********************************************************************
 AX0937  DESIGNATION -  V 1198
 AX0937  PID         -  AX0937
 AX0937  STATE/COUNTY-  TX/FAYETTE
 AX0937  USGS QUAD   -  SCHULENBURG (1981)
 AX0937
 AX0937                         *CURRENT SURVEY CONTROL
 AX0937  ___________________________________________________________________
 AX0937* NAD 83(1986)-  29 43 57.     (N)    096 54 10.     (W)     SCALED    
 AX0937* NAVD 88     -       112.855  (meters)     370.26   (feet)  ADJUSTED  
 AX0937  ___________________________________________________________________
 AX0937  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX0937  DYNAMIC HT  -         112.697 (meters)     369.74  (feet)  COMP
 AX0937  MODELED GRAV-     979,246.3   (mgal)                       NAVD 88
 AX0937
 AX0937  VERT ORDER  -  FIRST     CLASS I
 AX0937
 AX0937.The horizontal coordinates were scaled from a topographic map and have
 AX0937.an estimated accuracy of +/- 6 seconds.
 AX0937
 AX0937.The orthometric height was determined by differential leveling
 AX0937.and adjusted by the National Geodetic Survey in June 1991..
 AX0937
 AX0937.The geoid height was determined by GEOID03.
 AX0937
 AX0937.The dynamic height is computed by dividing the NAVD 88
 AX0937.geopotential number by the normal gravity value computed on the
 AX0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0937.degrees latitude (g = 980.6199 gals.).
 AX0937
 AX0937.The modeled gravity was interpolated from observed gravity values.
 AX0937
 AX0937;                    North         East    Units  Estimated Accuracy
 AX0937;SPC TXSC     - 4,212,300.      802,860.      MT  (+/- 180 meters Scaled)
 AX0937
 AX0937                          SUPERSEDED SURVEY CONTROL
 AX0937
 AX0937  NGVD 29 (??/??/92)  112.816  (m)          370.13   (f) ADJ UNCH    1 1
 AX0937
 AX0937.Superseded values are not recommended for survey control.
 AX0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0937.See file dsdata.txt to determine how the superseded data were derived.
 AX0937
 AX0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT028909(NAD 83)
 AX0937_MARKER: DB = BENCH MARK DISK
 AX0937_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0937_SP_SET: 9 FEET
 AX0937_STAMPING: V 1198 1972
 AX0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0937+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX0937
 AX0937  HISTORY     - Date     Condition        Report By
 AX0937  HISTORY     - 1972     MONUMENTED       NGS
 AX0937  HISTORY     - 1987     GOOD             USPSQD
 AX0937  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0937  HISTORY     - 1990     GOOD             USPSQD
 AX0937  HISTORY     - 19910608 GOOD             USPSQD
 AX0937  HISTORY     - 19970608 GOOD             USPSQD
 AX0937  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 AX0937  HISTORY     - 20041207 GOOD             USPSQD
 AX0937
 AX0937                          STATION DESCRIPTION
 AX0937
 AX0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0937'3.55 MI N FROM SCHULENBURG.
 AX0937'ABOUT 3.55 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0937'U.S. HIGHWAY 90 AT SCHULENBURG, 139 1/2 FEET NORTH OF THE CENTER LINE
 AX0937'OF A PRIVATE DRIVEWAY WHICH LEADS EAST, 128 1/2 FEET NORTH OF THE
 AX0937'NORTH END OF A TUBULAR CULVERT UNDER THE DRIVEWAY, 66 FEET EAST OF THE
 AX0937'CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF A CONCRETE HIGHWAY
 AX0937'RIGHT-OF-WAY MARKER, 1 FOOT WEST OF A FENCE, 1.0 FOOT SOUTH OF A METAL
 AX0937'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 AX0937'TOP OF A COPPER COATED ROD WHICH PROJECTS 2 INCHES AND IS PROTECTED BY
 AX0937'A 6-INCH METAL PIPE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO
 AX0937'REFUSAL AT A DEPTH OF 9 FEET.
 AX0937
 AX0937                          STATION RECOVERY (1987)
 AX0937
 AX0937'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0937'RECOVERED IN GOOD CONDITION.
 AX0937
 AX0937                          STATION RECOVERY (1990)
 AX0937
 AX0937'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AX0937'MARK NOT FOUND.
 AX0937
 AX0937                          STATION RECOVERY (1990)
 AX0937
 AX0937'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0937'RECOVERED IN GOOD CONDITION.
 AX0937
 AX0937                          STATION RECOVERY (1991)
 AX0937
 AX0937'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0937'RECOVERED IN GOOD CONDITION.
 AX0937
 AX0937                          STATION RECOVERY (1997)
 AX0937
 AX0937'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0937'RECOVERED IN GOOD CONDITION.
 AX0937
 AX0937                          STATION RECOVERY (2002)
 AX0937
 AX0937'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0937'MARK NOT FOUND.
 AX0937
 AX0937                          STATION RECOVERY (2004)
 AX0937
 AX0937'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0937'ORANGE TAPE ON FENCE LINE ABOVE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0243 ***********************************************************************
 BL0243  DESIGNATION -  V 1199
 BL0243  PID         -  BL0243
 BL0243  STATE/COUNTY-  TX/JEFFERSON
 BL0243  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0243
 BL0243                         *CURRENT SURVEY CONTROL
 BL0243  ___________________________________________________________________
 BL0243* NAD 83(1993)-  30 04 42.20377(N)    094 05 46.46109(W)     ADJUSTED  
 BL0243* NAVD 88     -         6.216  (meters)      20.39   (feet)  ADJUSTED  
 BL0243  ___________________________________________________________________
 BL0243  X           -    -394,582.237 (meters)                     COMP
 BL0243  Y           -  -5,509,777.294 (meters)                     COMP
 BL0243  Z           -   3,177,885.665 (meters)                     COMP
 BL0243  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL0243  ELLIP HEIGHT-         -21.26  (meters)          (03/11/02) GPS OBS
 BL0243  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0243  DYNAMIC HT  -           6.208 (meters)      20.37  (feet)  COMP
 BL0243  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 BL0243
 BL0243  HORZ ORDER  -  FIRST
 BL0243  VERT ORDER  -  FIRST     CLASS I
 BL0243  ELLP ORDER  -  FOURTH    CLASS I
 BL0243
 BL0243.The horizontal coordinates were established by GPS observations
 BL0243.and adjusted by the National Geodetic Survey in March 2002..
 BL0243
 BL0243.The orthometric height was determined by differential leveling
 BL0243.and adjusted by the National Geodetic Survey in June 1991..
 BL0243
 BL0243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL0243
 BL0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0243
 BL0243.The ellipsoidal height was determined by GPS observations
 BL0243.and is referenced to NAD 83.
 BL0243
 BL0243.The geoid height was determined by GEOID03.
 BL0243
 BL0243.The dynamic height is computed by dividing the NAVD 88
 BL0243.geopotential number by the normal gravity value computed on the
 BL0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0243.degrees latitude (g = 980.6199 gals.).
 BL0243
 BL0243.The modeled gravity was interpolated from observed gravity values.
 BL0243
 BL0243;                    North         East     Units Scale Factor Converg.
 BL0243;SPC TXSC     - 4,258,727.986 1,072,609.871   MT  0.99994722   +2 24 08.7
 BL0243;SPC TXSC     -13,972,176.73  3,519,054.22   sFT  0.99994722   +2 24 08.7
 BL0243;UTM  15      - 3,327,978.229   394,350.231   MT  0.99973771   -0 32 58.1
 BL0243
 BL0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0243!SPC TXSC     -   1.00000334  x   0.99994722  =   0.99995056
 BL0243!UTM  15      -   1.00000334  x   0.99973771  =   0.99974105
 BL0243
 BL0243                          SUPERSEDED SURVEY CONTROL
 BL0243
 BL0243  NAVD 88 (03/11/02)    6.22   (m)           20.4    (f) LEVELING    3  
 BL0243  NGVD 29 (??/??/??)    6.199  (m)           20.34   (f) ADJUSTED    1 1
 BL0243
 BL0243.Superseded values are not recommended for survey control.
 BL0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0243.See file dsdata.txt to determine how the superseded data were derived.
 BL0243
 BL0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9435027978(NAD 83)
 BL0243_MARKER: DV = VERTICAL CONTROL DISK
 BL0243_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0243_SP_SET: COPPER-CLAD STEEL ROD
 BL0243_STAMPING: V 1199 1972
 BL0243_MARK LOGO: NGS   
 BL0243_PROJECTION: RECESSED 10 CENTIMETERS
 BL0243_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0243+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 BL0243_ROD/PIPE-DEPTH: 20.0 meters
 BL0243
 BL0243  HISTORY     - Date     Condition        Report By
 BL0243  HISTORY     - 1972     MONUMENTED       NGS
 BL0243  HISTORY     - 1986     GOOD             NGS
 BL0243  HISTORY     - 198902   GOOD             USPSQD
 BL0243  HISTORY     - 19890821 MARK NOT FOUND   USPSQD
 BL0243  HISTORY     - 1990     GOOD             USPSQD
 BL0243  HISTORY     - 19940817 GOOD             USPSQD
 BL0243  HISTORY     - 19961019 GOOD             NGS
 BL0243  HISTORY     - 20001127 GOOD             WORTEC
 BL0243  HISTORY     - 20010331 GOOD             NGS
 BL0243  HISTORY     - 20010331 GOOD             NGS
 BL0243  HISTORY     - 20030710 GOOD             USPSQD
 BL0243  HISTORY     - 20050202 GOOD             USPSQD
 BL0243
 BL0243                          STATION DESCRIPTION
 BL0243
 BL0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0243'IN BEAUMONT.
 BL0243'AT BEAUMONT, ABOUT 0.35 MILE SOUTHWEST ALONG THE KANSAS CITY SOUTHERN
 BL0243'RAILROAD FROM THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES
 BL0243'RIVER, 34.7 FEET WEST OF THE WEST CORNER OF A NEW 4-LANE CONCRETE
 BL0243'UNDERPASS BETWEEN ORLEANS AND PARKSTREET, 42 FEET NORTHEAST OF THE
 BL0243'CENTER LINE OF PARK STREET WHICH DEAD ENDS AT THE RAILROAD, 45.2 FEET
 BL0243'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 30.8 FEET NORTHWEST
 BL0243'OF THE NORTHWEST RAIL OF A SIDE TRACK, 16.6 FEET NORTHWEST OF THE
 BL0243'NORTH CORNER OF A METAL SIGNAL CONTROL BOX, 5.6 FEET NORTHEAST OF THE
 BL0243'NORTHEAST EDGE OF A CONCRETE SIDEWALK, IN A NARROW ISLAND PLANTED WITH
 BL0243'AZEALA BUSHES, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, AND IS A
 BL0243'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6
 BL0243'INCH METAL PIPE 1 INCH BELOW THE LEVEL OF THE GROUND. THE ROD WAS
 BL0243'DRIVEN TO REFUSAL AT A DEPTH OF 65 1/2 FEET.
 BL0243
 BL0243                          STATION RECOVERY (1986)
 BL0243
 BL0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0243'RECOVERED IN GOOD CONDITION.
 BL0243
 BL0243                          STATION RECOVERY (1989)
 BL0243
 BL0243'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0243'RECOVERED IN GOOD CONDITION.
 BL0243
 BL0243                          STATION RECOVERY (1989)
 BL0243
 BL0243'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0243'MARK NOT FOUND.
 BL0243
 BL0243                          STATION RECOVERY (1990)
 BL0243
 BL0243'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0243'RECOVERED IN GOOD CONDITION.
 BL0243
 BL0243                          STATION RECOVERY (1994)
 BL0243
 BL0243'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0243'RECOVERED IN GOOD CONDITION.
 BL0243
 BL0243                          STATION RECOVERY (1996)
 BL0243
 BL0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BL0243'IN BEAUMONT, AT THE INTERSECTION OF PARK STREET AND THE KANSAS CITY
 BL0243'SOUTHERN RAILROAD, 38.0 M (124.7 FT) SOUTHWEST OF THE STREET CENTER,
 BL0243'11.6 M (38.1 FT) SOUTHEAST OF A UTILITY POLE, 10.5 M (34.4 FT) WEST OF
 BL0243'THE WEST CORNER OF THE SOUTHWEST ABUTMENT OF A RAILROAD BRIDGE
 BL0243'SPANNING THE STREET, 9.5 M (31.2 FT) NORTHWEST OF THE NEAR RAIL, 5.1 M
 BL0243'(16.7 FT) NORTHWEST OF THE NORTH CORNER OF A SIGNAL CONTROL BOX, AND
 BL0243'1.7 M (5.6 FT) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK.
 BL0243'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS RECESSED 0.1 M
 BL0243'(0.3 FT) BELOW THE GROUND SURFACE.
 BL0243
 BL0243                          STATION RECOVERY (2000)
 BL0243
 BL0243'RECOVERY NOTE BY WORTECH LAND SURVEYORS INC 2000
 BL0243'THE STATION IS LOCATED NEAR DOWNTOWN BEAUMONT, JEFFERSON COUNTY, TX.
 BL0243'TO REACH THE STATION FROM THE INTERSECTION OF MILAM AND PARK STREET,
 BL0243'GO W ON PARK STREET FROM MILAM APPROX 340 FEET TO DEAD END OF PARK ST
 BL0243'AT RAILROAD TRACKS.  FROM CL OF RAILROAD TRACKS CONTINUE W 41.6 FT
 BL0243'(12.7 M).  MON IS IN GRASS MOUNTED IN CONCRETE, APPROX 1 CM BELOW
 BL0243'GROUND, 35 FT (10.7 M) N CL OF PARK STREET. THE STATION IS BRASS
 BL0243'MONUMENT, SET IN CONCRETE.  MOUNTED 1 CM BELOW NATURAL GROUND SURFACE.
 BL0243
 BL0243                          STATION RECOVERY (2001)
 BL0243
 BL0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0243'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0243
 BL0243                          STATION RECOVERY (2001)
 BL0243
 BL0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0243'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0243
 BL0243                          STATION RECOVERY (2003)
 BL0243
 BL0243'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0243'RECOVERED IN GOOD CONDITION.
 BL0243
 BL0243                          STATION RECOVERY (2005)
 BL0243
 BL0243'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0261 ***********************************************************************
 BN0261  DESIGNATION -  V 120
 BN0261  PID         -  BN0261
 BN0261  STATE/COUNTY-  TX/MASON
 BN0261  USGS QUAD   -  MASON (1979)
 BN0261
 BN0261                         *CURRENT SURVEY CONTROL
 BN0261  ___________________________________________________________________
 BN0261* NAD 83(1986)-  30 44 50.     (N)    099 12 31.     (W)     SCALED    
 BN0261* NAVD 88     -       467.051  (meters)    1532.32   (feet)  ADJUSTED  
 BN0261  ___________________________________________________________________
 BN0261  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BN0261  DYNAMIC HT  -         466.418 (meters)    1530.24  (feet)  COMP
 BN0261  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 BN0261
 BN0261  VERT ORDER  -  SECOND    CLASS 0
 BN0261
 BN0261.The horizontal coordinates were scaled from a topographic map and have
 BN0261.an estimated accuracy of +/- 6 seconds.
 BN0261
 BN0261.The orthometric height was determined by differential leveling
 BN0261.and adjusted by the National Geodetic Survey in June 1991..
 BN0261
 BN0261.The geoid height was determined by GEOID03.
 BN0261
 BN0261.The dynamic height is computed by dividing the NAVD 88
 BN0261.geopotential number by the normal gravity value computed on the
 BN0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0261.degrees latitude (g = 980.6199 gals.).
 BN0261
 BN0261.The modeled gravity was interpolated from observed gravity values.
 BN0261
 BN0261;                    North         East    Units  Estimated Accuracy
 BN0261;SPC TX C     - 3,120,330.      807,690.      MT  (+/- 180 meters Scaled)
 BN0261
 BN0261                          SUPERSEDED SURVEY CONTROL
 BN0261
 BN0261  NGVD 29 (??/??/92)  466.995  (m)         1532.13   (f) ADJ UNCH    2 0
 BN0261
 BN0261.Superseded values are not recommended for survey control.
 BN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0261.See file dsdata.txt to determine how the superseded data were derived.
 BN0261
 BN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV800016(NAD 83)
 BN0261_MARKER: DB = BENCH MARK DISK
 BN0261_SETTING: 66 = SET IN ROCK OUTCROP
 BN0261_SP_SET: ROCK OUTCROP
 BN0261_STAMPING: V 120 1933
 BN0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0261+STABILITY: POSITION/ELEVATION WELL
 BN0261
 BN0261  HISTORY     - Date     Condition        Report By
 BN0261  HISTORY     - 1933     MONUMENTED       CGS
 BN0261  HISTORY     - 1967     GOOD             USGS
 BN0261  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0261
 BN0261                          STATION DESCRIPTION
 BN0261
 BN0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0261'1.2 MI E FROM MASON.
 BN0261'1.2 MILES EAST OF MASON ALONG LLANO-MASON ROAD 31 FEET SOUTHEAST OF
 BN0261'SOUTH CONCRETE GATE POST TO PRIVATE ROAD AND 25.6 FEET SOUTH OF RIGHT
 BN0261'OF WAY FENCE.
 BN0261
 BN0261                          STATION RECOVERY (1967)
 BN0261
 BN0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0261'RECOVERED IN GOOD CONDITION.
 BN0261
 BN0261                          STATION RECOVERY (1982)
 BN0261
 BN0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0261'SEARCHED FOR, BUT NOT RECOVERED, OUTCROP IS NOW COVERED WITH ROCKS AND
 BN0261'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0432 ***********************************************************************
 BL0432  DESIGNATION -  V 1200
 BL0432  PID         -  BL0432
 BL0432  STATE/COUNTY-  TX/LIBERTY
 BL0432  USGS QUAD   -  DEVERS (1984)
 BL0432
 BL0432                         *CURRENT SURVEY CONTROL
 BL0432  ___________________________________________________________________
 BL0432* NAD 83(1986)-  30 01 25.     (N)    094 30 31.     (W)     SCALED    
 BL0432* NAVD 88     -        14.13   (+/-2cm)      46.4    (feet)  VERTCON   
 BL0432  ___________________________________________________________________
 BL0432  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0432
 BL0432  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0432
 BL0432.The horizontal coordinates were scaled from a topographic map and have
 BL0432.an estimated accuracy of +/- 6 seconds.
 BL0432
 BL0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0432.The vertical order pertains to the NGVD 29 superseded value.
 BL0432
 BL0432.The geoid height was determined by GEOID03.
 BL0432
 BL0432;                    North         East    Units  Estimated Accuracy
 BL0432;SPC TX C     - 3,054,280.    1,261,630.      MT  (+/- 180 meters Scaled)
 BL0432
 BL0432                          SUPERSEDED SURVEY CONTROL
 BL0432
 BL0432  NGVD 29 (??/??/92)   14.139  (m)           46.39   (f) ADJ UNCH    1 1
 BL0432
 BL0432.Superseded values are not recommended for survey control.
 BL0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0432.See file dsdata.txt to determine how the superseded data were derived.
 BL0432
 BL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP545223(NAD 83)
 BL0432_MARKER: DB = BENCH MARK DISK
 BL0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0432_SP_SET: 96 FT.
 BL0432_STAMPING: V 1200 1972
 BL0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0432
 BL0432  HISTORY     - Date     Condition        Report By
 BL0432  HISTORY     - 1972     MONUMENTED       NGS
 BL0432  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0432  HISTORY     - 19880312 GOOD             USPSQD
 BL0432  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0432  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0432
 BL0432                          STATION DESCRIPTION
 BL0432
 BL0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0432'5 MI E FROM DEVERS.
 BL0432'ABOUT 5 MILES EAST ALONG US HIGHWAY 90 FROM THE SCHOOL, ALSO 5.35
 BL0432'MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE AT NOME, ABOUT 0.1
 BL0432'MILE WEST OF THE JUNCTION OF FARM ROAD 1009, AT THE B. H. WILLIS RICE
 BL0432'DRIER AT FELICIA (NO TOWN HERE), 64.6 FEET NORTH OF THE CENTER LINE OF
 BL0432'THE HIGHWAY, 74.8 FEET WEST OF THE SOUTHWEST CORNER OF A LOW,
 BL0432'FLAT-ROOFED CONCRETE BUILDING THAT IS ON THE SOUTH SIDE OF THREE,
 BL0432'ROUND GRAIN BINS, 19.8 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 BL0432'LARGE WAREHOUSE, 0.7 FEET SOUTH OF THE GROUND END OF A GUY WIRE TO A
 BL0432'POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST AND ABOUT LEVEL WITH
 BL0432'THE HIGHWAY AND IS A DISK ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD
 BL0432'FLUSH WITH THE GROUND AND PROTECTED BY A 6-INCH METAL PIPE THAT
 BL0432'PROJECTS 0.3 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 96 FEET.
 BL0432
 BL0432                          STATION RECOVERY (1987)
 BL0432
 BL0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0432'NOT RECOVERED.
 BL0432
 BL0432                          STATION RECOVERY (1988)
 BL0432
 BL0432'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0432'RECOVERED IN GOOD CONDITION.
 BL0432
 BL0432                          STATION RECOVERY (1995)
 BL0432
 BL0432'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0432'MARK NOT FOUND.
 BL0432
 BL0432                          STATION RECOVERY (2004)
 BL0432
 BL0432'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1578 ***********************************************************************
 AW1578  DESIGNATION -  V 1201
 AW1578  PID         -  AW1578
 AW1578  STATE/COUNTY-  TX/HARRIS
 AW1578  USGS QUAD   -  LEAGUE CITY (1995)
 AW1578
 AW1578                         *CURRENT SURVEY CONTROL
 AW1578  ___________________________________________________________________
 AW1578* NAD 83(1986)-  29 33 53.     (N)    095 01 16.     (W)     SCALED    
 AW1578* NAVD 88     -         2.390  (meters)       7.84   (feet)  ADJUSTED  
 AW1578  ___________________________________________________________________
 AW1578  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1578  DYNAMIC HT  -           2.387 (meters)       7.83  (feet)  COMP
 AW1578  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW1578
 AW1578  VERT ORDER  -  FIRST     CLASS I
 AW1578
 AW1578.The horizontal coordinates were scaled from a topographic map and have
 AW1578.an estimated accuracy of +/- 6 seconds.
 AW1578
 AW1578.The orthometric height was determined by differential leveling
 AW1578.and adjusted by the National Geodetic Survey in June 1991..
 AW1578
 AW1578.The geoid height was determined by GEOID03.
 AW1578
 AW1578.The dynamic height is computed by dividing the NAVD 88
 AW1578.geopotential number by the normal gravity value computed on the
 AW1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1578.degrees latitude (g = 980.6199 gals.).
 AW1578
 AW1578.The modeled gravity was interpolated from observed gravity values.
 AW1578
 AW1578;                    North         East    Units  Estimated Accuracy
 AW1578;SPC TXSC     - 4,198,440.      985,450.      MT  (+/- 180 meters Scaled)
 AW1578
 AW1578                          SUPERSEDED SURVEY CONTROL
 AW1578
 AW1578  NGVD 29 (12/23/87)    2.387  (m)            7.83   (f) ADJUSTED    1 1
 AW1578
 AW1578.Superseded values are not recommended for survey control.
 AW1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1578.See file dsdata.txt to determine how the superseded data were derived.
 AW1578
 AW1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN042722(NAD 83)
 AW1578_MARKER: DB = BENCH MARK DISK
 AW1578_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW1578+WITH SETTING: INTO GROUND
 AW1578_SP_SET: METAL ROD WITH BASE PLATE
 AW1578_STAMPING: V 1201 1973
 AW1578_MARK LOGO: NGS   
 AW1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1578+STABILITY: SURFACE MOTION
 AW1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1578+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW1578
 AW1578  HISTORY     - Date     Condition        Report By
 AW1578  HISTORY     - 1973     MONUMENTED       NGS
 AW1578  HISTORY     - 1976     GOOD             NGS
 AW1578  HISTORY     - 1976     GOOD             NGS
 AW1578  HISTORY     - 1978     GOOD             NGS
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             USPSQD
 AW1578  HISTORY     - 1987     GOOD             NGS
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1988     GOOD             USPSQD
 AW1578  HISTORY     - 1989     GOOD             USPSQD
 AW1578  HISTORY     - 1989     GOOD             USPSQD
 AW1578  HISTORY     - 1989     GOOD             USPSQD
 AW1578  HISTORY     - 1989     GOOD             USPSQD
 AW1578  HISTORY     - 19890120 GOOD             USPSQD
 AW1578  HISTORY     - 1990     GOOD             USPSQD
 AW1578  HISTORY     - 19910216 GOOD             USPSQD
 AW1578  HISTORY     - 19931122 GOOD             USPSQD
 AW1578  HISTORY     - 20010331 GOOD             NGS
 AW1578  HISTORY     - 20031107 GOOD             USPSQD
 AW1578  HISTORY     - 20050114 GOOD             USPSQD
 AW1578
 AW1578                          STATION DESCRIPTION
 AW1578
 AW1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1578'0.45 MI E FROM SEABROOK.
 AW1578'ABOUT 0.2 MILE SOUTHEAST ALONG SECOND ST. FROM THE INTERSECTION WITH
 AW1578'STATE HWY. 146 AND NASA RD. 1 AT SEABROOK, THENCE 0.25 MILE NORTHEAST
 AW1578'ALONG MEYER RD., INSIDE OF THE FENCE AT SEABROOK WATER PLANT 1, ABOUT
 AW1578'166 FEET NORTHWEST OF THE CENTER LINE OF MEYER RD., 95 FEET WEST OF
 AW1578'THE STANDPIPE IN THE CENTER OF A WATER TOWER, ABOUT 2 FEET EAST OF A
 AW1578'PIPE CORNER POST AT THE WEST CORNER OF A CHAIN LINK FENCE, AND IS A
 AW1578'DISK SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD
 AW1578'PROJECTING 1 INCH BELOW THE LEVEL OF THE GROUND, AND PROTECTED BY A
 AW1578'6-INCH IRON PIPE FLUSH WITH THE GROUND.
 AW1578
 AW1578                          STATION RECOVERY (1976)
 AW1578
 AW1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1976)
 AW1578
 AW1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1978)
 AW1578
 AW1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1578'ADD=GET KEY TO GATE AT POLICE STATION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (RKL)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (LB)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (MB)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1987)
 AW1578
 AW1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1988)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1989)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1989)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1989)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1989)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1989)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1990)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1991)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1991 (MR)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (1993)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (2001)
 AW1578
 AW1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1578'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1578
 AW1578                          STATION RECOVERY (2003)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1578'RECOVERED IN GOOD CONDITION.
 AW1578
 AW1578                          STATION RECOVERY (2005)
 AW1578
 AW1578'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0379 ***********************************************************************
 AW0379  DESIGNATION -  V 1202
 AW0379  PID         -  AW0379
 AW0379  STATE/COUNTY-  TX/HARRIS
 AW0379  USGS QUAD   -  JACINTO CITY (1982)
 AW0379
 AW0379                         *CURRENT SURVEY CONTROL
 AW0379  ___________________________________________________________________
 AW0379* NAD 83(1986)-  29 49 33.     (N)    095 13 33.     (W)     SCALED    
 AW0379* NAVD 88     -        10.641  (meters)      34.91   (feet)  ADJUSTED  
 AW0379  ___________________________________________________________________
 AW0379  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0379  DYNAMIC HT  -          10.626 (meters)      34.86  (feet)  COMP
 AW0379  MODELED GRAV-     979,293.2   (mgal)                       NAVD 88
 AW0379
 AW0379  VERT ORDER  -  FIRST     CLASS I
 AW0379
 AW0379.The horizontal coordinates were scaled from a topographic map and have
 AW0379.an estimated accuracy of +/- 6 seconds.
 AW0379
 AW0379.The orthometric height was determined by differential leveling
 AW0379.and adjusted by the National Geodetic Survey in June 1991..
 AW0379
 AW0379.The geoid height was determined by GEOID03.
 AW0379
 AW0379.The dynamic height is computed by dividing the NAVD 88
 AW0379.geopotential number by the normal gravity value computed on the
 AW0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0379.degrees latitude (g = 980.6199 gals.).
 AW0379
 AW0379.The modeled gravity was interpolated from observed gravity values.
 AW0379
 AW0379;                    North         East    Units  Estimated Accuracy
 AW0379;SPC TXSC     - 4,226,710.      964,690.      MT  (+/- 180 meters Scaled)
 AW0379
 AW0379                          SUPERSEDED SURVEY CONTROL
 AW0379
 AW0379  NGVD 29 (12/23/87)   10.638  (m)           34.90   (f) ADJUSTED    1 1
 AW0379
 AW0379.Superseded values are not recommended for survey control.
 AW0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0379.See file dsdata.txt to determine how the superseded data were derived.
 AW0379
 AW0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP849015(NAD 83)
 AW0379_MARKER: DB = BENCH MARK DISK
 AW0379_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW0379+WITH SETTING: INFORMATION.
 AW0379_SP_SET: SHALLOW-SET METAL ROD
 AW0379_STAMPING: V 1202 1972
 AW0379_MARK LOGO: NGS   
 AW0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0379
 AW0379  HISTORY     - Date     Condition        Report By
 AW0379  HISTORY     - 1972     MONUMENTED       NGS
 AW0379  HISTORY     - 1978     GOOD             NGS
 AW0379  HISTORY     - 1983     GOOD             NGS
 AW0379  HISTORY     - 1987     POOR             USPSQD
 AW0379  HISTORY     - 1987     POOR             USPSQD
 AW0379  HISTORY     - 1987     GOOD             NGS
 AW0379  HISTORY     - 1988     POOR             USPSQD
 AW0379  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW0379
 AW0379                          STATION DESCRIPTION
 AW0379
 AW0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0379'6.65 MI SW FROM SHELDON.
 AW0379'ABOUT 6.65 MILES SOUTHWEST ALONG US HIGHWAY 90 FROM THE INTERSECTION
 AW0379'OF SHELDON ROAD, ABOUT 0.2 MILE NORTHEAST OF THE JUNCTION OF RALSON
 AW0379'ROAD, 60 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 AW0379'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 21 FEET WEST OF THE
 AW0379'WEST RAIL OF A SPUR TRACK LEADING SOUTH, 3 FEET NORTHWEST OF THE 4TH
 AW0379'TELEGRAPH POLE NORTHEAST OF THE ROAD JUNCTION, ABOUT 29 FEET NORTH OF
 AW0379'AN UNDERGROUND CABLE MARKER POST, 1.4 FEET SOUTHEAST OF A METAL
 AW0379'WITNESS POST, 1/2-FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET ON TOP
 AW0379'OF A 5/8-INCH COPPER COATED STEEL ROD PROTECTED BY A 6-INCH PIPE
 AW0379'PROJECTING FOOT.
 AW0379
 AW0379                          STATION RECOVERY (1978)
 AW0379
 AW0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0379'RECOVERED IN GOOD CONDITION.
 AW0379
 AW0379                          STATION RECOVERY (1983)
 AW0379
 AW0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0379'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 3 FEET NORTHWEST OF THE
 AW0379'4TH TELEGRAPH POLE NORTHEAST OF THE ROAD JUNCTION, ADD 0.91 METERS
 AW0379'(3.0 FT) NORTH OF A TELEPHONE POLE WHICH HAS BEEN CUT OFF AND PROJECTS
 AW0379'0.46 METERS (1.5 FT) ABOVE THE GROUND.
 AW0379
 AW0379                          STATION RECOVERY (1987)
 AW0379
 AW0379'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0379'MARK RECOVERED IN POOR CONDITION.
 AW0379
 AW0379                          STATION RECOVERY (1987)
 AW0379
 AW0379'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0379'MARK RECOVERED IN POOR CONDITION.
 AW0379
 AW0379                          STATION RECOVERY (1987)
 AW0379
 AW0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0379'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--29
 AW0379'FEET NORTH OF AN UNDERGROUND CABLE MARKER POST.
 AW0379
 AW0379                          STATION RECOVERY (1988)
 AW0379
 AW0379'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0379'MARK RECOVERED IN POOR CONDITION.
 AW0379
 AW0379                          STATION RECOVERY (1994)
 AW0379
 AW0379'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0836 ***********************************************************************
 BL0836  DESIGNATION -  V 1203
 BL0836  PID         -  BL0836
 BL0836  STATE/COUNTY-  TX/WALKER
 BL0836  USGS QUAD   -  NEW WAVERLY (1976)
 BL0836
 BL0836                         *CURRENT SURVEY CONTROL
 BL0836  ___________________________________________________________________
 BL0836* NAD 83(1986)-  30 33 10.     (N)    095 28 40.     (W)     SCALED    
 BL0836* NAVD 88     -       116.260  (meters)     381.43   (feet)  ADJUSTED  
 BL0836  ___________________________________________________________________
 BL0836  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0836  DYNAMIC HT  -         116.106 (meters)     380.92  (feet)  COMP
 BL0836  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 BL0836
 BL0836  VERT ORDER  -  FIRST     CLASS I
 BL0836
 BL0836.The horizontal coordinates were scaled from a topographic map and have
 BL0836.an estimated accuracy of +/- 6 seconds.
 BL0836
 BL0836.The orthometric height was determined by differential leveling
 BL0836.and adjusted by the National Geodetic Survey in June 1991..
 BL0836
 BL0836.The geoid height was determined by GEOID03.
 BL0836
 BL0836.The dynamic height is computed by dividing the NAVD 88
 BL0836.geopotential number by the normal gravity value computed on the
 BL0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0836.degrees latitude (g = 980.6199 gals.).
 BL0836
 BL0836.The modeled gravity was interpolated from observed gravity values.
 BL0836
 BL0836;                    North         East    Units  Estimated Accuracy
 BL0836;SPC TX C     - 3,108,400.    1,165,690.      MT  (+/- 180 meters Scaled)
 BL0836
 BL0836                          SUPERSEDED SURVEY CONTROL
 BL0836
 BL0836  NGVD 29 (12/23/87)  116.265  (m)          381.45   (f) ADJUSTED    1 1
 BL0836
 BL0836.Superseded values are not recommended for survey control.
 BL0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0836.See file dsdata.txt to determine how the superseded data were derived.
 BL0836
 BL0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP623826(NAD 83)
 BL0836_MARKER: DB = BENCH MARK DISK
 BL0836_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0836_SP_SET: COPPER-CLAD STEEL ROD
 BL0836_STAMPING: V 1203 1973
 BL0836_MARK LOGO: NGS   
 BL0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0836
 BL0836  HISTORY     - Date     Condition        Report By
 BL0836  HISTORY     - 1973     MONUMENTED       NGS
 BL0836  HISTORY     - 1978     GOOD             NGS
 BL0836  HISTORY     - 1987     GOOD             USPSQD
 BL0836  HISTORY     - 1987     GOOD             NGS
 BL0836
 BL0836                          STATION DESCRIPTION
 BL0836
 BL0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0836'1.05 MI N FROM NEW WAVERLY.
 BL0836'ABOUT 1.05 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0836'CROSSING OF FARM ROAD 150, ABOUT 60.6 FEET EAST OF THE CENTER LINE OF
 BL0836'US HIGHWAY 75, 32 1/2 FEET WEST OF THE WEST RAIL, 5.1 FEET SOUTH OF A
 BL0836'TELEPHONE POLE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 BL0836'WITH THE RAIL, AND PROTECTED BY A 6-INCH METAL PIPE FLUSH WITH THE
 BL0836'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 BL0836
 BL0836                          STATION RECOVERY (1978)
 BL0836
 BL0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0836'RECOVERED IN GOOD CONDITION.
 BL0836
 BL0836                          STATION RECOVERY (1987)
 BL0836
 BL0836'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL0836'RECOVERED IN GOOD CONDITION.
 BL0836
 BL0836                          STATION RECOVERY (1987)
 BL0836
 BL0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1571 ***********************************************************************
 AW1571  DESIGNATION -  V 1204
 AW1571  PID         -  AW1571
 AW1571  STATE/COUNTY-  TX/HARRIS
 AW1571  USGS QUAD   -  LEAGUE CITY (1995)
 AW1571
 AW1571                         *CURRENT SURVEY CONTROL
 AW1571  ___________________________________________________________________
 AW1571* NAD 83(1986)-  29 36 13.     (N)    095 01 19.     (W)     SCALED    
 AW1571* NAVD 88     -         3.008  (meters)       9.87   (feet)  ADJUSTED  
 AW1571  ___________________________________________________________________
 AW1571  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW1571  DYNAMIC HT  -           3.003 (meters)       9.85  (feet)  COMP
 AW1571  MODELED GRAV-     979,276.0   (mgal)                       NAVD 88
 AW1571
 AW1571  VERT ORDER  -  FIRST     CLASS II
 AW1571
 AW1571.The horizontal coordinates were scaled from a topographic map and have
 AW1571.an estimated accuracy of +/- 6 seconds.
 AW1571
 AW1571.The orthometric height was determined by differential leveling
 AW1571.and adjusted by the National Geodetic Survey in June 1991..
 AW1571
 AW1571.The geoid height was determined by GEOID03.
 AW1571
 AW1571.The dynamic height is computed by dividing the NAVD 88
 AW1571.geopotential number by the normal gravity value computed on the
 AW1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1571.degrees latitude (g = 980.6199 gals.).
 AW1571
 AW1571.The modeled gravity was interpolated from observed gravity values.
 AW1571
 AW1571;                    North         East    Units  Estimated Accuracy
 AW1571;SPC TXSC     - 4,202,750.      985,220.      MT  (+/- 180 meters Scaled)
 AW1571
 AW1571                          SUPERSEDED SURVEY CONTROL
 AW1571
 AW1571  NGVD 29 (12/23/87)    3.005  (m)            9.86   (f) ADJUSTED    1 2
 AW1571
 AW1571.Superseded values are not recommended for survey control.
 AW1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1571.See file dsdata.txt to determine how the superseded data were derived.
 AW1571
 AW1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN041765(NAD 83)
 AW1571_MARKER: DB = BENCH MARK DISK
 AW1571_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1571_SP_SET: COPPER-CLAD STEEL ROD
 AW1571_STAMPING: V 1204 1973
 AW1571_MARK LOGO: NGS   
 AW1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1571
 AW1571  HISTORY     - Date     Condition        Report By
 AW1571  HISTORY     - 1973     MONUMENTED       NGS
 AW1571  HISTORY     - 1974     GOOD             LOCENG
 AW1571  HISTORY     - 1978     GOOD             NGS
 AW1571  HISTORY     - 1983     GOOD             NGS
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             USPSQD
 AW1571  HISTORY     - 1987     GOOD             NGS
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1988     GOOD             USPSQD
 AW1571  HISTORY     - 1989     GOOD             USPSQD
 AW1571  HISTORY     - 1989     GOOD             USPSQD
 AW1571  HISTORY     - 1989     GOOD             USPSQD
 AW1571  HISTORY     - 1989     GOOD             USPSQD
 AW1571  HISTORY     - 1989     GOOD             USPSQD
 AW1571  HISTORY     - 1989     GOOD             USPSQD
 AW1571  HISTORY     - 1989     GOOD             USPSQD
 AW1571  HISTORY     - 1989     GOOD             USPSQD
 AW1571  HISTORY     - 1990     GOOD             USPSQD
 AW1571  HISTORY     - 1990     GOOD             USPSQD
 AW1571  HISTORY     - 19910216 GOOD             USPSQD
 AW1571  HISTORY     - 19980328 GOOD             USPSQD
 AW1571  HISTORY     - 20000310 MARK NOT FOUND   USPSQD
 AW1571  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1571  HISTORY     - 20031107 MARK NOT FOUND   USPSQD
 AW1571  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AW1571
 AW1571                          STATION DESCRIPTION
 AW1571
 AW1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1571'3.4 MI N FROM SEABROOK.
 AW1571'ABOUT 2.8 MILES NORTH ALONG ST. HWY. 146 FROM THE INTERSECTION OF NASA
 AW1571'RD. 1 AT SEABROOK, THENCE 0.6 MILE EAST ALONG PORT ROAD, ABOUT 108
 AW1571'FEET SOUTH OF THE CENTER LINE OF PORT RD., 160 FEET WEST OF THE CENTER
 AW1571'LINE OF STATE HWY. 146, 16 FEET WEST OF A FENCE CORNER POST, ABOUT 0.6
 AW1571'FOOT SOUTH OF A METAL WITNESS POST, AND IS A DISK SET ON TOP OF A
 AW1571'5/8-INCH COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL OF
 AW1571'THE GROUND AND PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 4
 AW1571'INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 AW1571
 AW1571                          STATION RECOVERY (1974)
 AW1571
 AW1571'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1978)
 AW1571
 AW1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1983)
 AW1571
 AW1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1571'MARK NOT FOUND.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1987)
 AW1571
 AW1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1571'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW1571'DELETE MEASUREMENTS TO THE FENCE CORNER POST AND THE WITNESS POST. ADD
 AW1571'CODE 43.
 AW1571'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1571'MARK NOT FOUND.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1988)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1989)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1989)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1989)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1989)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1989)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1989)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1989)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1989)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1990)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1990)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1991)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (1998)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1571'RECOVERED IN GOOD CONDITION.
 AW1571
 AW1571                          STATION RECOVERY (2000)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1571'MARK NOT FOUND.
 AW1571
 AW1571                          STATION RECOVERY (2001)
 AW1571
 AW1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1571'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1571
 AW1571                          STATION RECOVERY (2003)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1571'MARK NOT FOUND.
 AW1571
 AW1571                          STATION RECOVERY (2005)
 AW1571
 AW1571'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1109 ***********************************************************************
 AW1109  DESIGNATION -  V 1205
 AW1109  PID         -  AW1109
 AW1109  STATE/COUNTY-  TX/HARRIS
 AW1109  USGS QUAD   -  PASADENA (1995)
 AW1109
 AW1109                         *CURRENT SURVEY CONTROL
 AW1109  ___________________________________________________________________
 AW1109* NAD 83(1986)-  29 38 31.     (N)    095 12 55.     (W)     SCALED    
 AW1109* NAVD 88     -        11.062  (meters)      36.29   (feet)  ADJUSTED  
 AW1109  ___________________________________________________________________
 AW1109  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1109  DYNAMIC HT  -          11.046 (meters)      36.24  (feet)  COMP
 AW1109  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 AW1109  OBS GRAVITY -     979,278.6   (mgal)                       GRAV_OBS
 AW1109
 AW1109  VERT ORDER  -  FIRST     CLASS I
 AW1109
 AW1109.The horizontal coordinates were scaled from a topographic map and have
 AW1109.an estimated accuracy of +/- 6 seconds.
 AW1109
 AW1109.The orthometric height was determined by differential leveling
 AW1109.and adjusted by the National Geodetic Survey in June 1991..
 AW1109
 AW1109.The geoid height was determined by GEOID03.
 AW1109
 AW1109.The dynamic height is computed by dividing the NAVD 88
 AW1109.geopotential number by the normal gravity value computed on the
 AW1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1109.degrees latitude (g = 980.6199 gals.).
 AW1109
 AW1109.The modeled gravity was interpolated from observed gravity values.
 AW1109.The observed gravity was obtained from relative gravimeter ties
 AW1109.to the IGSN71 gravity network.
 AW1109
 AW1109;                    North         East    Units  Estimated Accuracy
 AW1109;SPC TXSC     - 4,206,370.      966,370.      MT  (+/- 180 meters Scaled)
 AW1109
 AW1109                          SUPERSEDED SURVEY CONTROL
 AW1109
 AW1109  NGVD 29 (12/23/87)   11.058  (m)           36.28   (f) ADJUSTED    1 1
 AW1109
 AW1109.Superseded values are not recommended for survey control.
 AW1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1109.See file dsdata.txt to determine how the superseded data were derived.
 AW1109
 AW1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN855811(NAD 83)
 AW1109_MARKER: DB = BENCH MARK DISK
 AW1109_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1109_SP_SET: BRIDGE ABUTMENT
 AW1109_STAMPING: V 1205 1973
 AW1109_MARK LOGO: NGS   
 AW1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1109+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1109
 AW1109  HISTORY     - Date     Condition        Report By
 AW1109  HISTORY     - 1973     MONUMENTED       NGS
 AW1109  HISTORY     - 1976     GOOD             NGS
 AW1109  HISTORY     - 1976     GOOD             NGS
 AW1109  HISTORY     - 1978     GOOD             NGS
 AW1109  HISTORY     - 1983     GOOD             NGS
 AW1109  HISTORY     - 1987     GOOD             USPSQD
 AW1109  HISTORY     - 1987     GOOD             USPSQD
 AW1109  HISTORY     - 1987     GOOD             USPSQD
 AW1109  HISTORY     - 1987     GOOD             USPSQD
 AW1109  HISTORY     - 1987     GOOD             USPSQD
 AW1109  HISTORY     - 1987     GOOD             USPSQD
 AW1109  HISTORY     - 1987     GOOD             USPSQD
 AW1109  HISTORY     - 1987     GOOD             USPSQD
 AW1109  HISTORY     - 1987     GOOD             USPSQD
 AW1109  HISTORY     - 1987     GOOD             USPSQD
 AW1109  HISTORY     - 1987     GOOD             USPSQD
 AW1109  HISTORY     - 1987     GOOD             NGS
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1988     GOOD             USPSQD
 AW1109  HISTORY     - 1989     GOOD             USPSQD
 AW1109  HISTORY     - 1989     GOOD             USPSQD
 AW1109  HISTORY     - 1989     GOOD             USPSQD
 AW1109  HISTORY     - 1989     GOOD             USPSQD
 AW1109  HISTORY     - 1989     GOOD             USPSQD
 AW1109  HISTORY     - 1989     GOOD             USPSQD
 AW1109  HISTORY     - 1990     GOOD             USPSQD
 AW1109  HISTORY     - 19980307 GOOD             USPSQD
 AW1109  HISTORY     - 20030927 GOOD             USPSQD
 AW1109  HISTORY     - 20041125 GOOD             USPSQD
 AW1109  HISTORY     - 20060520 GOOD             USPSQD
 AW1109
 AW1109                          STATION DESCRIPTION
 AW1109
 AW1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1109'1.8 MI SE FROM SOUTH HOUSTON.
 AW1109'ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 AW1109'OF COLLEGE AVE. AT SOUTH HOUSTON, ABOUT 166 FEET NORTHEAST OF THE
 AW1109'CENTER LINE OF THE HIGHWAY, 68 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 AW1109'THE GALVESTON-HOUSTON-HENDERSON RAILROAD, 25 FEET NORTHWEST OF THE
 AW1109'CENTER LINE OF A PRIVATE DRIVE LEADING NORTHEAST TO THE HOUSTON
 AW1109'LIGHTING AND POWER CO. GUARD GATE, 113 FEET WEST OF THE SOUTHWEST
 AW1109'CORNER OF A GUARD HOUSE BUILDING, SET IN THE TOP OF THE NORTHWEST END
 AW1109'OF THE SOUTHWEST CONCRETE ABUTMENT OF A BRIDGE OVER A DRAINAGE DITCH,
 AW1109'AND ABOUT 6 INCHES ABOVE THE FLOOR BRIDGE.
 AW1109
 AW1109                          STATION RECOVERY (1976)
 AW1109
 AW1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1976)
 AW1109
 AW1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1978)
 AW1109
 AW1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1983)
 AW1109
 AW1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (KFT)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLC)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLB)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (WDM)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1987)
 AW1109
 AW1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1988)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1989)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1989)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1989 (BIL)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1989)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1989)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1989)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1989)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1990)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (1998)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (2003)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1109'RECOVERED IN GOOD CONDITION.
 AW1109
 AW1109                          STATION RECOVERY (2004)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1109'GO TO N 29 38 30.4 W 095 12 53.5. PUT ORANGE PAINT AROUND THE MARK
 AW1109'SHOWING AW1109.
 AW1109
 AW1109                          STATION RECOVERY (2006)
 AW1109
 AW1109'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1109'FOUND AS DESCFRIBED. VERY EASY TO FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0095 ***********************************************************************
 AW0095  DESIGNATION -  V 1206
 AW0095  PID         -  AW0095
 AW0095  STATE/COUNTY-  TX/BRAZORIA
 AW0095  USGS QUAD   -  LAKE JACKSON (1974)
 AW0095
 AW0095                         *CURRENT SURVEY CONTROL
 AW0095  ___________________________________________________________________
 AW0095* NAD 83(1986)-  29 00 16.     (N)    095 23 20.     (W)     SCALED    
 AW0095* NAVD 88     -         3.38   (+/-2cm)      11.1    (feet)  VERTCON   
 AW0095  ___________________________________________________________________
 AW0095  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AW0095
 AW0095  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0095
 AW0095.The horizontal coordinates were scaled from a topographic map and have
 AW0095.an estimated accuracy of +/- 6 seconds.
 AW0095
 AW0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0095.The vertical order pertains to the NGVD 29 superseded value.
 AW0095
 AW0095.The geoid height was determined by GEOID03.
 AW0095
 AW0095;                    North         East    Units  Estimated Accuracy
 AW0095;SPC TXSC     - 4,135,220.      951,750.      MT  (+/- 180 meters Scaled)
 AW0095
 AW0095                          SUPERSEDED SURVEY CONTROL
 AW0095
 AW0095  NGVD 29 (??/??/92)    3.399  (m)           11.15   (f) ADJ UNCH    1 1
 AW0095
 AW0095.Superseded values are not recommended for survey control.
 AW0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0095.See file dsdata.txt to determine how the superseded data were derived.
 AW0095
 AW0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN672108(NAD 83)
 AW0095_MARKER: DB = BENCH MARK DISK
 AW0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0095_SP_SET: PIER
 AW0095_STAMPING: V 1206 1973
 AW0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0095+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AW0095
 AW0095  HISTORY     - Date     Condition        Report By
 AW0095  HISTORY     - 1973     MONUMENTED       NGS
 AW0095  HISTORY     - 1978     GOOD             NGS
 AW0095  HISTORY     - 1989     GOOD             USPSQD
 AW0095  HISTORY     - 1990     GOOD             USPSQD
 AW0095  HISTORY     - 19920613 GOOD             USPSQD
 AW0095  HISTORY     - 19980425 GOOD             USPSQD
 AW0095  HISTORY     - 20041106 GOOD             USPSQD
 AW0095
 AW0095                          STATION DESCRIPTION
 AW0095
 AW0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0095'1.0 MI S FROM CLUTE.
 AW0095'1.0 MILE SOUTH ALONG STATE HIGHWAY 288 FROM THE CROSSING OF THE
 AW0095'MISSOURI PACIFIC RAILROAD AT CLUTE, AT THE SOUTH ONE OF TWO STATE
 AW0095'HIGHWAY 332 OVERPASSES, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH
 AW0095'ONE OF THREE CONCRETE PIERS OF THE FIRST ROW OF PIERS WEST OF THE
 AW0095'HIGHWAY, 60 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF STATE
 AW0095'HIGHWAY 288, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY AND 3.5 FEET
 AW0095'ABOVE THE GROUND.
 AW0095
 AW0095                          STATION RECOVERY (1978)
 AW0095
 AW0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0095'RECOVERED IN GOOD CONDITION.
 AW0095
 AW0095                          STATION RECOVERY (1989)
 AW0095
 AW0095'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0095'RECOVERED IN GOOD CONDITION.
 AW0095
 AW0095                          STATION RECOVERY (1990)
 AW0095
 AW0095'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0095'RECOVERED IN GOOD CONDITION.
 AW0095
 AW0095                          STATION RECOVERY (1992)
 AW0095
 AW0095'RECOVERY NOTE BY US POWER SQUADRON 1992 (RAC)
 AW0095'RECOVERED IN GOOD CONDITION.
 AW0095
 AW0095                          STATION RECOVERY (1998)
 AW0095
 AW0095'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0095'RECOVERED IN GOOD CONDITION.
 AW0095
 AW0095                          STATION RECOVERY (2004)
 AW0095
 AW0095'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0095'GO TO N 29 00 17.1 W 095 23 20.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1184 ***********************************************************************
 AW1184  DESIGNATION -  V 1207
 AW1184  PID         -  AW1184
 AW1184  STATE/COUNTY-  TX/BRAZORIA
 AW1184  USGS QUAD   -  BRAZORIA (1952)
 AW1184
 AW1184                         *CURRENT SURVEY CONTROL
 AW1184  ___________________________________________________________________
 AW1184* NAD 83(1986)-  29 05 58.     (N)    095 30 29.     (W)     SCALED    
 AW1184* NAVD 88     -         5.95   (+/-2cm)      19.5    (feet)  VERTCON   
 AW1184  ___________________________________________________________________
 AW1184  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1184
 AW1184  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1184
 AW1184.The horizontal coordinates were scaled from a topographic map and have
 AW1184.an estimated accuracy of +/- 6 seconds.
 AW1184
 AW1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1184.The vertical order pertains to the NGVD 29 superseded value.
 AW1184
 AW1184.The geoid height was determined by GEOID03.
 AW1184
 AW1184;                    North         East    Units  Estimated Accuracy
 AW1184;SPC TXSC     - 4,145,390.      939,830.      MT  (+/- 180 meters Scaled)
 AW1184
 AW1184                          SUPERSEDED SURVEY CONTROL
 AW1184
 AW1184  NGVD 29 (??/??/92)    5.963  (m)           19.56   (f) ADJ UNCH    1 1
 AW1184
 AW1184.Superseded values are not recommended for survey control.
 AW1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1184.See file dsdata.txt to determine how the superseded data were derived.
 AW1184
 AW1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN559216(NAD 83)
 AW1184_MARKER: DB = BENCH MARK DISK
 AW1184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1184_STAMPING: V 1207 1972
 AW1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1184
 AW1184  HISTORY     - Date     Condition        Report By
 AW1184  HISTORY     - 1972     MONUMENTED       NGS
 AW1184  HISTORY     - 1973     GOOD             NGS
 AW1184  HISTORY     - 1978     GOOD             NGS
 AW1184
 AW1184                          STATION DESCRIPTION
 AW1184
 AW1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1184'5.1 MI NE FROM BRAZORIA.
 AW1184'5.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FIRE
 AW1184'STATION AT BRAZORIA, 1 POLE NORTHEAST AND ACROSS THE TRACK FROM MILE
 AW1184'POLE 314, 93.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 49.3 FEET
 AW1184'SOUTHWEST OF THE CORNER OF A CATTLE GUARD, 7.0 FEET SOUTHWEST OF A
 AW1184'FENCE CORNER, 48.0 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD,
 AW1184'1.5 FEET SOUTHEAST OF A WITNESS POST, 2.5 FEET NORTHWEST OF A FENCE
 AW1184'LINE, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD 4 FOOT LONG
 AW1184'THAT IS ATTACHED TO A METAL BASE PLATE, THE UPPER PORTION WHICH IS
 AW1184'PROTECTED BY A PIPE THAT IS PROJECTING 0.8 FOOT ABOVE THE GROUND.
 AW1184
 AW1184                          STATION RECOVERY (1978)
 AW1184
 AW1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1102 ***********************************************************************
 AW1102  DESIGNATION -  V 1208
 AW1102  PID         -  AW1102
 AW1102  STATE/COUNTY-  TX/HARRIS
 AW1102  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1102
 AW1102                         *CURRENT SURVEY CONTROL
 AW1102  ___________________________________________________________________
 AW1102* NAD 83(1986)-  29 36 32.     (N)    095 11 03.     (W)     SCALED    
 AW1102* NAVD 88     -        10.526  (meters)      34.53   (feet)  ADJUSTED  
 AW1102  ___________________________________________________________________
 AW1102  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW1102  DYNAMIC HT  -          10.511 (meters)      34.48  (feet)  COMP
 AW1102  MODELED GRAV-     979,275.2   (mgal)                       NAVD 88
 AW1102
 AW1102  VERT ORDER  -  FIRST     CLASS I
 AW1102
 AW1102.The horizontal coordinates were scaled from a topographic map and have
 AW1102.an estimated accuracy of +/- 6 seconds.
 AW1102
 AW1102.The orthometric height was determined by differential leveling
 AW1102.and adjusted by the National Geodetic Survey in June 1991..
 AW1102
 AW1102.The geoid height was determined by GEOID03.
 AW1102
 AW1102.The dynamic height is computed by dividing the NAVD 88
 AW1102.geopotential number by the normal gravity value computed on the
 AW1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1102.degrees latitude (g = 980.6199 gals.).
 AW1102
 AW1102.The modeled gravity was interpolated from observed gravity values.
 AW1102
 AW1102;                    North         East    Units  Estimated Accuracy
 AW1102;SPC TXSC     - 4,202,810.      969,500.      MT  (+/- 180 meters Scaled)
 AW1102
 AW1102                          SUPERSEDED SURVEY CONTROL
 AW1102
 AW1102  NGVD 29 (12/23/87)   10.523  (m)           34.52   (f) ADJUSTED    1 1
 AW1102
 AW1102.Superseded values are not recommended for survey control.
 AW1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1102.See file dsdata.txt to determine how the superseded data were derived.
 AW1102
 AW1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN884774(NAD 83)
 AW1102_MARKER: DB = BENCH MARK DISK
 AW1102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1102_SP_SET: HEADWALL
 AW1102_STAMPING: V 1208 1973
 AW1102_MARK LOGO: NGS   
 AW1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1102+STABILITY: SURFACE MOTION
 AW1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1102+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW1102
 AW1102  HISTORY     - Date     Condition        Report By
 AW1102  HISTORY     - 1973     MONUMENTED       NGS
 AW1102  HISTORY     - 1974     GOOD             LOCSUR
 AW1102  HISTORY     - 1976     GOOD             NGS
 AW1102  HISTORY     - 1976     GOOD             NGS
 AW1102  HISTORY     - 1978     GOOD             NGS
 AW1102  HISTORY     - 1983     GOOD             NGS
 AW1102  HISTORY     - 1986     GOOD             NGS
 AW1102  HISTORY     - 1987     GOOD             USPSQD
 AW1102  HISTORY     - 1987     GOOD             USPSQD
 AW1102  HISTORY     - 1987     GOOD             USPSQD
 AW1102  HISTORY     - 1987     GOOD             USPSQD
 AW1102  HISTORY     - 1988     GOOD             USPSQD
 AW1102  HISTORY     - 1988     GOOD             USPSQD
 AW1102  HISTORY     - 1988     GOOD             USPSQD
 AW1102  HISTORY     - 1988     GOOD             USPSQD
 AW1102  HISTORY     - 1988     GOOD             USPSQD
 AW1102  HISTORY     - 1989     GOOD             USPSQD
 AW1102  HISTORY     - 1989     GOOD             USPSQD
 AW1102  HISTORY     - 1989     GOOD             USPSQD
 AW1102  HISTORY     - 1989     GOOD             USPSQD
 AW1102  HISTORY     - 1989     GOOD             USPSQD
 AW1102  HISTORY     - 1989     GOOD             USPSQD
 AW1102  HISTORY     - 1990     GOOD             USPSQD
 AW1102  HISTORY     - 19931122 GOOD             USPSQD
 AW1102  HISTORY     - 20030913 GOOD             USPSQD
 AW1102  HISTORY     - 20050828 GOOD             USPSQD
 AW1102
 AW1102                          STATION DESCRIPTION
 AW1102
 AW1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1102'1.25 MI SE FROM GENOA.
 AW1102'1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION OF
 AW1102'GENOA-RED BLUFF ROAD AT GENOA, ABOUT 75 YARDS SOUTHEAST OF THE
 AW1102'JUNCTION OF A SHELL ROAD NORTHEAST TO HOUSTON SHELL AND CONCRETE
 AW1102'EQUIPMENT, SET IN THE TOP AND 7.5 FEET SOUTHEAST OF THE NORTHWEST END
 AW1102'OF THE SOUTHWEST HEADWALL OF A CULVERT UNDER THE RAILROAD, 83 FEET
 AW1102'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET SOUTHWEST OF THE
 AW1102'SOUTHWEST RAIL, AND ABOUT 1.5 FEET LOWER THAN THE TRACK.
 AW1102
 AW1102                          STATION RECOVERY (1974)
 AW1102
 AW1102'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1976)
 AW1102
 AW1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1976)
 AW1102
 AW1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1978)
 AW1102
 AW1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1983)
 AW1102
 AW1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1986)
 AW1102
 AW1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1987)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1987)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1987)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1987)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1988)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1988)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1988)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1988)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1988)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1989)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1989)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1989)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1989)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1989)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1989)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1990)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (1993)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (2003)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1102'RECOVERED IN GOOD CONDITION.
 AW1102
 AW1102                          STATION RECOVERY (2005)
 AW1102
 AW1102'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1102'GO TO N29 36 29.9 W095 11 01.7.  IT IS IN THE VERY CENTER OF A SMALL
 AW1102'RAILROAD BRIDGE OVER A GULLEY. THERE IS A PAINTED ORANGE ARROW
 AW1102'POINTING TO THE MARK AND A SLAT WITH ORANGE TAPE ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0046 ***********************************************************************
 AW0046  DESIGNATION -  V 1209
 AW0046  PID         -  AW0046
 AW0046  STATE/COUNTY-  TX/BRAZORIA
 AW0046  USGS QUAD   -  OYSTER CREEK (1974)
 AW0046
 AW0046                         *CURRENT SURVEY CONTROL
 AW0046  ___________________________________________________________________
 AW0046* NAD 83(1986)-  29 05 05.     (N)    095 17 45.     (W)     SCALED    
 AW0046* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 AW0046  ___________________________________________________________________
 AW0046  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW0046
 AW0046  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0046
 AW0046.The horizontal coordinates were scaled from a topographic map and have
 AW0046.an estimated accuracy of +/- 6 seconds.
 AW0046
 AW0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0046.The vertical order pertains to the NGVD 29 superseded value.
 AW0046
 AW0046.The geoid height was determined by GEOID03.
 AW0046
 AW0046;                    North         East    Units  Estimated Accuracy
 AW0046;SPC TXSC     - 4,144,400.      960,530.      MT  (+/- 180 meters Scaled)
 AW0046
 AW0046                          SUPERSEDED SURVEY CONTROL
 AW0046
 AW0046  NGVD 29 (??/??/92)    1.621  (m)            5.32   (f) ADJ UNCH    1 1
 AW0046
 AW0046.Superseded values are not recommended for survey control.
 AW0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0046.See file dsdata.txt to determine how the superseded data were derived.
 AW0046
 AW0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN765195(NAD 83)
 AW0046_MARKER: DB = BENCH MARK DISK
 AW0046_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0046+WITH SETTING: INTO GROUND
 AW0046_STAMPING: V 1209 1973
 AW0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0046+STABILITY: SURFACE MOTION
 AW0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0046+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0046
 AW0046  HISTORY     - Date     Condition        Report By
 AW0046  HISTORY     - 1973     MONUMENTED       NGS
 AW0046  HISTORY     - 1978     GOOD             NGS
 AW0046  HISTORY     - 1990     GOOD             USPSQD
 AW0046  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0046  HISTORY     - 20040319 GOOD             USPSQD
 AW0046
 AW0046                          STATION DESCRIPTION
 AW0046
 AW0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0046'10.4 MI NE FROM FREEPORT.
 AW0046'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0046'BOULEVARD AT FREEPORT, THENCE 3.6 MILES NORTHEAST ALONG COUNTY ROAD
 AW0046'227, 0.15 MILE NORTHEAST OF THE JUNCTION OF A FIELD ROAD, 33 1/2 FEET
 AW0046'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF THE
 AW0046'SECOND POLE NORTHEAST OF A POWER POLE BEARING A TRANSFORMER, 1.9 FEET
 AW0046'SOUTHEAST OF A FENCE, 1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 1/2
 AW0046'FOOT HIGHER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW0046'COATED ROD 4-FOOT LONG WITH A BASE PLATE ATTACHED.  THE UPPER PORTION
 AW0046'OF THE ROD IS ENCASE IN AN IRON PIPE PROJECTING 0.3 FOOT ABOVE THE
 AW0046'GROUND.
 AW0046
 AW0046                          STATION RECOVERY (1978)
 AW0046
 AW0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0046'RECOVERED IN GOOD CONDITION.
 AW0046
 AW0046                          STATION RECOVERY (1990)
 AW0046
 AW0046'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0046'RECOVERED IN GOOD CONDITION.
 AW0046
 AW0046                          STATION RECOVERY (2003)
 AW0046
 AW0046'RECOVERY NOTE BY US POWER SQUADRON 2003 (AB)
 AW0046'MARK NOT FOUND.
 AW0046
 AW0046                          STATION RECOVERY (2004)
 AW0046
 AW0046'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1298 ***********************************************************************
 AX1298  DESIGNATION -  V 121
 AX1298  PID         -  AX1298
 AX1298  STATE/COUNTY-  TX/LAVACA
 AX1298  USGS QUAD   -  MOULTON (1981)
 AX1298
 AX1298                         *CURRENT SURVEY CONTROL
 AX1298  ___________________________________________________________________
 AX1298* NAD 83(1986)-  29 32 01.     (N)    097 09 02.     (W)     SCALED    
 AX1298* NAVD 88     -       123.53   (+/-2cm)     405.3    (feet)  VERTCON   
 AX1298  ___________________________________________________________________
 AX1298  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AX1298
 AX1298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1298
 AX1298.The horizontal coordinates were scaled from a topographic map and have
 AX1298.an estimated accuracy of +/- 6 seconds.
 AX1298
 AX1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1298.The vertical order pertains to the NGVD 29 superseded value.
 AX1298
 AX1298.The geoid height was determined by GEOID03.
 AX1298
 AX1298;                    North         East    Units  Estimated Accuracy
 AX1298;SPC TXSC     - 4,189,850.      779,240.      MT  (+/- 180 meters Scaled)
 AX1298
 AX1298                          SUPERSEDED SURVEY CONTROL
 AX1298
 AX1298  NGVD 29 (??/??/92)  123.499  (m)          405.18   (f) ADJ UNCH    2 0
 AX1298
 AX1298.Superseded values are not recommended for survey control.
 AX1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1298.See file dsdata.txt to determine how the superseded data were derived.
 AX1298
 AX1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT792685(NAD 83)
 AX1298_MARKER: DB = BENCH MARK DISK
 AX1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1298_SP_SET: CULVERT
 AX1298_STAMPING: V-121 1933
 AX1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1298
 AX1298  HISTORY     - Date     Condition        Report By
 AX1298  HISTORY     - 1933     MONUMENTED       CGS
 AX1298
 AX1298                          STATION DESCRIPTION
 AX1298
 AX1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1298'3.0 MI S FROM MOULTON.
 AX1298'ALONG THE TEXAS AND NEW ORLEANS R.R. IN THE SOUTH END OF THE EAST
 AX1298'HEADWALL OF CONCRETE ARCH CULVERT NO. 18 C, AND 5 POLES NORTH OF M.P.
 AX1298'18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2052 ***********************************************************************
 AW2052  DESIGNATION -  V 1210
 AW2052  PID         -  AW2052
 AW2052  STATE/COUNTY-  TX/HARRIS
 AW2052  USGS QUAD   -  PEARLAND (1995)
 AW2052
 AW2052                         *CURRENT SURVEY CONTROL
 AW2052  ___________________________________________________________________
 AW2052* NAD 83(1986)-  29 37 00.     (N)    095 21 27.     (W)     SCALED    
 AW2052* NAVD 88     -        16.898  (meters)      55.44   (feet)  ADJUSTED  
 AW2052  ___________________________________________________________________
 AW2052  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2052  DYNAMIC HT  -          16.875 (meters)      55.36  (feet)  COMP
 AW2052  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 AW2052
 AW2052  VERT ORDER  -  FIRST     CLASS II
 AW2052
 AW2052.The horizontal coordinates were scaled from a topographic map and have
 AW2052.an estimated accuracy of +/- 6 seconds.
 AW2052
 AW2052.The orthometric height was determined by differential leveling
 AW2052.and adjusted by the National Geodetic Survey in June 1991..
 AW2052
 AW2052.The geoid height was determined by GEOID03.
 AW2052
 AW2052.The dynamic height is computed by dividing the NAVD 88
 AW2052.geopotential number by the normal gravity value computed on the
 AW2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2052.degrees latitude (g = 980.6199 gals.).
 AW2052
 AW2052.The modeled gravity was interpolated from observed gravity values.
 AW2052
 AW2052;                    North         East    Units  Estimated Accuracy
 AW2052;SPC TXSC     - 4,203,130.      952,690.      MT  (+/- 180 meters Scaled)
 AW2052
 AW2052                          SUPERSEDED SURVEY CONTROL
 AW2052
 AW2052  NGVD 29 (12/23/87)   16.895  (m)           55.43   (f) ADJUSTED    1 2
 AW2052
 AW2052.Superseded values are not recommended for survey control.
 AW2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2052.See file dsdata.txt to determine how the superseded data were derived.
 AW2052
 AW2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN717786(NAD 83)
 AW2052_MARKER: DB = BENCH MARK DISK
 AW2052_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW2052_SP_SET: BUILDING
 AW2052_STAMPING: V 1210 1973
 AW2052_MARK LOGO: NGS   
 AW2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2052+STABILITY: SURFACE MOTION
 AW2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2052+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2052
 AW2052  HISTORY     - Date     Condition        Report By
 AW2052  HISTORY     - 1973     MONUMENTED       NGS
 AW2052  HISTORY     - 1974     GOOD             LOCENG
 AW2052  HISTORY     - 1978     GOOD             NGS
 AW2052  HISTORY     - 1987     GOOD             USPSQD
 AW2052  HISTORY     - 1987     GOOD             NGS
 AW2052  HISTORY     - 1988     GOOD             USPSQD
 AW2052  HISTORY     - 1988     GOOD             USPSQD
 AW2052  HISTORY     - 1989     GOOD             USPSQD
 AW2052  HISTORY     - 1989     GOOD             USPSQD
 AW2052  HISTORY     - 1989     GOOD             USPSQD
 AW2052  HISTORY     - 19900805 GOOD             USPSQD
 AW2052  HISTORY     - 20040211 GOOD             USPSQD
 AW2052  HISTORY     - 20050217 GOOD             USPSQD
 AW2052
 AW2052                          STATION DESCRIPTION
 AW2052
 AW2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2052'4.35 MI E FROM ALMEDA.
 AW2052'0.55 MILE NORTH ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF ANDERSON
 AW2052'ROAD AT ALMEDA, THENCE 3.8 MILES EAST ALONG ALMEDA-GENOA ROAD, 0.1
 AW2052'MILE WEST OF THE JUNCTION OF FARM ROAD 518 (CULLEN BOULEVARD), AT THE
 AW2052'ALMEDA ASSEMBLY OF GOD CHURCH, SET VERTICALLY IN THE EAST FACE OF THE
 AW2052'BRICK CHURCH BUILDING, 7.0 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 AW2052'BUILDING, 96 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT
 AW2052'HIGHER THAN THE ROAD, AND 1.5 FEET ABOVE THE GROUND.
 AW2052
 AW2052                          STATION RECOVERY (1974)
 AW2052
 AW2052'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW2052'RECOVERED IN GOOD CONDITION.
 AW2052
 AW2052                          STATION RECOVERY (1978)
 AW2052
 AW2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2052'RECOVERED IN GOOD CONDITION.
 AW2052
 AW2052                          STATION RECOVERY (1987)
 AW2052
 AW2052'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2052'RECOVERED IN GOOD CONDITION.
 AW2052
 AW2052                          STATION RECOVERY (1987)
 AW2052
 AW2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2052'RECOVERED IN GOOD CONDITION.
 AW2052
 AW2052                          STATION RECOVERY (1988)
 AW2052
 AW2052'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW2052'RECOVERED IN GOOD CONDITION.
 AW2052
 AW2052                          STATION RECOVERY (1988)
 AW2052
 AW2052'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2052'RECOVERED IN GOOD CONDITION.
 AW2052
 AW2052                          STATION RECOVERY (1989)
 AW2052
 AW2052'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2052'RECOVERED IN GOOD CONDITION.
 AW2052
 AW2052                          STATION RECOVERY (1989)
 AW2052
 AW2052'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2052'RECOVERED IN GOOD CONDITION.
 AW2052
 AW2052                          STATION RECOVERY (1989)
 AW2052
 AW2052'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2052'RECOVERED IN GOOD CONDITION.
 AW2052
 AW2052                          STATION RECOVERY (1990)
 AW2052
 AW2052'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2052'RECOVERED IN GOOD CONDITION.
 AW2052
 AW2052                          STATION RECOVERY (2004)
 AW2052
 AW2052'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2052'RECOVERED IN GOOD CONDITION.
 AW2052
 AW2052                          STATION RECOVERY (2005)
 AW2052
 AW2052'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2126 ***********************************************************************
 AW2126  DESIGNATION -  V 1211
 AW2126  PID         -  AW2126
 AW2126  STATE/COUNTY-  TX/FORT BEND
 AW2126  USGS QUAD   -  ALIEF (1995)
 AW2126
 AW2126                         *CURRENT SURVEY CONTROL
 AW2126  ___________________________________________________________________
 AW2126* NAD 83(1986)-  29 37 36.     (N)    095 34 50.     (W)     SCALED    
 AW2126* NAVD 88     -        24.113  (meters)      79.11   (feet)  ADJUSTED  
 AW2126  ___________________________________________________________________
 AW2126  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW2126  DYNAMIC HT  -          24.080 (meters)      79.00  (feet)  COMP
 AW2126  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 AW2126  OBS GRAVITY -     979,274.8   (mgal)                       GRAV_OBS
 AW2126
 AW2126  VERT ORDER  -  FIRST     CLASS II
 AW2126
 AW2126.The horizontal coordinates were scaled from a topographic map and have
 AW2126.an estimated accuracy of +/- 6 seconds.
 AW2126
 AW2126.The orthometric height was determined by differential leveling
 AW2126.and adjusted by the National Geodetic Survey in September 1996..
 AW2126
 AW2126.The geoid height was determined by GEOID03.
 AW2126
 AW2126.The dynamic height is computed by dividing the NAVD 88
 AW2126.geopotential number by the normal gravity value computed on the
 AW2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2126.degrees latitude (g = 980.6199 gals.).
 AW2126
 AW2126.The modeled gravity was interpolated from observed gravity values.
 AW2126.The observed gravity was obtained from relative gravimeter ties
 AW2126.to the IGSN71 gravity network.
 AW2126
 AW2126;                    North         East    Units  Estimated Accuracy
 AW2126;SPC TXSC     - 4,203,590.      931,070.      MT  (+/- 180 meters Scaled)
 AW2126
 AW2126                          SUPERSEDED SURVEY CONTROL
 AW2126
 AW2126  NAVD 88 (06/15/91)   24.361  (m)           79.92   (f) UNKNOWN     1 2
 AW2126  NGVD 29 (12/23/87)   24.356  (m)           79.91   (f) ADJUSTED    1 2
 AW2126
 AW2126.Superseded values are not recommended for survey control.
 AW2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2126.See file dsdata.txt to determine how the superseded data were derived.
 AW2126
 AW2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN501802(NAD 83)
 AW2126_MARKER: DV = VERTICAL CONTROL DISK
 AW2126_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2126_SP_SET: CULVERT HEADWALL
 AW2126_STAMPING: V 1211 1973
 AW2126_MARK LOGO: NGS   
 AW2126_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2126+STABILITY: SURFACE MOTION
 AW2126
 AW2126  HISTORY     - Date     Condition        Report By
 AW2126  HISTORY     - 1973     MONUMENTED       NGS
 AW2126  HISTORY     - 1978     GOOD             NGS
 AW2126  HISTORY     - 1986     GOOD             NGS
 AW2126  HISTORY     - 1987     GOOD             USPSQD
 AW2126  HISTORY     - 1987     GOOD             USPSQD
 AW2126  HISTORY     - 1988     GOOD             USPSQD
 AW2126  HISTORY     - 1989     GOOD             USPSQD
 AW2126  HISTORY     - 19910316 GOOD             USPSQD
 AW2126  HISTORY     - 19951007 GOOD             CHANCE
 AW2126  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW2126
 AW2126                          STATION DESCRIPTION
 AW2126
 AW2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2126'1.55 MI NW FROM STAFFORD.
 AW2126'0.65 MILE NORTHWEST ALONG NORTH MAIN STREET FROM THE JUNCTION OF
 AW2126'STAFFORD ROAD AT STAFFORD, THENCE 0.9 MILE NORTHWEST ALONG U.S.
 AW2126'HIGHWAY 90 ALT. 0.1 MILE SOUTHEAST OF THE JUNCTION OF OAK STREET,
 AW2126'DIRECTLY OPPOSITE A WOODEN RAILROAD BRIDGE, IN THE TOP AND 1.4 FEET
 AW2126'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 AW2126'LARGE CONCRETE BOX CULVERT, 22 1/2 FEET NORTHEAST OF THE CENTER LINE
 AW2126'OF THE WESTBOUND LANES OF THE HIGHWAY, ABOUT 250 FEET EAST AND ACROSS
 AW2126'THE HIGHWAY FROM A METAL BUILDING AT 4422 S. MAIN STREET, AND ABOUT
 AW2126'1/2 FOOT LOWER THAN THE HIGHWAY.
 AW2126
 AW2126                          STATION RECOVERY (1978)
 AW2126
 AW2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2126'RECOVERED IN GOOD CONDITION.
 AW2126
 AW2126                          STATION RECOVERY (1986)
 AW2126
 AW2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2126'RECOVERED IN GOOD CONDITION.
 AW2126
 AW2126                          STATION RECOVERY (1987)
 AW2126
 AW2126'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW2126'RECOVERED IN GOOD CONDITION.
 AW2126
 AW2126                          STATION RECOVERY (1987)
 AW2126
 AW2126'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2126'RECOVERED IN GOOD CONDITION.
 AW2126
 AW2126                          STATION RECOVERY (1988)
 AW2126
 AW2126'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2126'RECOVERED IN GOOD CONDITION.
 AW2126
 AW2126                          STATION RECOVERY (1989)
 AW2126
 AW2126'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2126'RECOVERED IN GOOD CONDITION.
 AW2126
 AW2126                          STATION RECOVERY (1991)
 AW2126
 AW2126'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2126'RECOVERED IN GOOD CONDITION.
 AW2126
 AW2126                          STATION RECOVERY (1995)
 AW2126
 AW2126'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2126'RECOVERED IN GOOD CONDITION AS DESCRIBED.  NOTE=A NEW LAYER OF
 AW2126'CONCRETE HAS BEEN LAID ON BRIDGE BUT HAS BEEN CHIPPED AWAY ENOUGH TO
 AW2126'ACCESSS MONUMENT.  ADDITIONAL TIES FOLLOW.  52.5 FT (16.0 M) SOUTHWEST
 AW2126'OF THE SOUTHERLY RAIL, 11 FT (3.4 M) SOUTHEAST OF A 48-INCH CONCRETE
 AW2126'CULVERT, 56.5 FT (17.2 M) WEST OF THE SOUTHEAST END OF A WOODEN
 AW2126'RAILROAD BRIDGE, 84.5 FT (25.8 M) SOUTHEAST OF A TRAFFIC SIGNAL
 AW2126'CAUTION SIGN.
 AW2126
 AW2126                          STATION RECOVERY (2004)
 AW2126
 AW2126'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW2126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2161 ***********************************************************************
 AW2161  DESIGNATION -  V 1212
 AW2161  PID         -  AW2161
 AW2161  STATE/COUNTY-  TX/FORT BEND
 AW2161  USGS QUAD   -  RICHMOND NE (1980)
 AW2161
 AW2161                         *CURRENT SURVEY CONTROL
 AW2161  ___________________________________________________________________
 AW2161* NAD 83(1986)-  29 42 09.     (N)    095 50 49.     (W)     SCALED    
 AW2161* NAVD 88     -        41.06   (+/-2cm)     134.7    (feet)  VERTCON   
 AW2161  ___________________________________________________________________
 AW2161  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2161
 AW2161  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2161
 AW2161.The horizontal coordinates were scaled from a topographic map and have
 AW2161.an estimated accuracy of +/- 6 seconds.
 AW2161
 AW2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2161.The vertical order pertains to the NGVD 29 superseded value.
 AW2161
 AW2161.The geoid height was determined by GEOID03.
 AW2161
 AW2161;                    North         East    Units  Estimated Accuracy
 AW2161;SPC TXSC     - 4,211,270.      905,060.      MT  (+/- 180 meters Scaled)
 AW2161
 AW2161                          SUPERSEDED SURVEY CONTROL
 AW2161
 AW2161  NGVD 29 (04/06/79)   41.052  (m)          134.68   (f) ADJUSTED    1 2
 AW2161
 AW2161.Superseded values are not recommended for survey control.
 AW2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2161.See file dsdata.txt to determine how the superseded data were derived.
 AW2161
 AW2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN245892(NAD 83)
 AW2161_MARKER: DB = BENCH MARK DISK
 AW2161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2161_SP_SET: FOUNDATION
 AW2161_STAMPING: V 1212 1973
 AW2161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2161+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AW2161
 AW2161  HISTORY     - Date     Condition        Report By
 AW2161  HISTORY     - 1973     MONUMENTED       NGS
 AW2161  HISTORY     - 1978     GOOD             NGS
 AW2161  HISTORY     - 1990     GOOD             USPSQD
 AW2161  HISTORY     - 19951010 GOOD             USPSQD
 AW2161  HISTORY     - 20050222 GOOD             LJA
 AW2161
 AW2161                          STATION DESCRIPTION
 AW2161
 AW2161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2161'6.75 MI S FROM KATY.
 AW2161'4.6 MILES SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI, KANSAS-TEXAS
 AW2161'RAILROAD STATION AT KATY, THENCE 2.15 MILES SOUTH ALONG FARM ROAD
 AW2161'1463, 0.55 MILE NORTH OF THE JUNCTION OF FARM ROADS 359 AND 1093, AT
 AW2161'RANCHO PIPE LINE SYSTEM KATY STATION, IN THE TOP AND ALONG THE
 AW2161'NORTHEAST SIDE OF THE CONCRETE FOUNDATION OF A MICRO-WAVE TOWER, 209
 AW2161'FEET WEST OF THE CENTER LINE OF THE ROAD, 68 FEET SOUTH OF THE CENTER
 AW2161'LINE OF THE ENTRANCE ROAD TO THE TOWER, 13.0 FEET WEST OF THE
 AW2161'NORTHEAST CORNER OF AN OFFICE AND CONTROL BUILDING, 1.6 FEET SOUTHEAST
 AW2161'OF THE NORTH STEEL LEG OF THE TOWER, AND ABOUT LEVEL WITH THE ROAD.
 AW2161
 AW2161                          STATION RECOVERY (1978)
 AW2161
 AW2161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2161'RECOVERED IN GOOD CONDITION.
 AW2161
 AW2161                          STATION RECOVERY (1990)
 AW2161
 AW2161'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW2161'RECOVERED IN GOOD CONDITION.
 AW2161
 AW2161                          STATION RECOVERY (1995)
 AW2161
 AW2161'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2161'RECOVERED IN GOOD CONDITION.
 AW2161
 AW2161                          STATION RECOVERY (2005)
 AW2161
 AW2161'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW2161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4232 ***********************************************************************
 AW4232  DESIGNATION -  V 1213
 AW4232  PID         -  AW4232
 AW4232  STATE/COUNTY-  TX/FORT BEND
 AW4232  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4232
 AW4232                         *CURRENT SURVEY CONTROL
 AW4232  ___________________________________________________________________
 AW4232* NAD 83(1986)-  29 26 46.     (N)    095 40 20.     (W)     SCALED    
 AW4232* NAVD 88     -        19.674  (meters)      64.55   (feet)  ADJUSTED  
 AW4232  ___________________________________________________________________
 AW4232  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4232  DYNAMIC HT  -          19.647 (meters)      64.46  (feet)  COMP
 AW4232  MODELED GRAV-     979,262.2   (mgal)                       NAVD 88
 AW4232
 AW4232  VERT ORDER  -  FIRST     CLASS II
 AW4232
 AW4232.The horizontal coordinates were scaled from a topographic map and have
 AW4232.an estimated accuracy of +/- 6 seconds.
 AW4232
 AW4232.The orthometric height was determined by differential leveling
 AW4232.and adjusted by the National Geodetic Survey in June 1991..
 AW4232
 AW4232.The geoid height was determined by GEOID03.
 AW4232
 AW4232.The dynamic height is computed by dividing the NAVD 88
 AW4232.geopotential number by the normal gravity value computed on the
 AW4232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4232.degrees latitude (g = 980.6199 gals.).
 AW4232
 AW4232.The modeled gravity was interpolated from observed gravity values.
 AW4232
 AW4232;                    North         East    Units  Estimated Accuracy
 AW4232;SPC TXSC     - 4,183,330.      922,770.      MT  (+/- 180 meters Scaled)
 AW4232
 AW4232                          SUPERSEDED SURVEY CONTROL
 AW4232
 AW4232  NGVD 29 (12/23/87)   19.670  (m)           64.53   (f) ADJUSTED    1 2
 AW4232
 AW4232.Superseded values are not recommended for survey control.
 AW4232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4232.See file dsdata.txt to determine how the superseded data were derived.
 AW4232
 AW4232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN408603(NAD 83)
 AW4232_MARKER: DB = BENCH MARK DISK
 AW4232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4232_SP_SET: CULVERT HEADWALL
 AW4232_STAMPING: V 1213 1973
 AW4232_MARK LOGO: NGS   
 AW4232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4232+STABILITY: SURFACE MOTION
 AW4232
 AW4232  HISTORY     - Date     Condition        Report By
 AW4232  HISTORY     - 1973     MONUMENTED       NGS
 AW4232  HISTORY     - 1986     GOOD             NGS
 AW4232  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4232  HISTORY     - 1989     GOOD             USPSQD
 AW4232  HISTORY     - 19960622 GOOD             USPSQD
 AW4232  HISTORY     - 19980103 GOOD             USPSQD
 AW4232  HISTORY     - 19981121 GOOD             USPSQD
 AW4232
 AW4232                          STATION DESCRIPTION
 AW4232
 AW4232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4232'9.15 MI NE FROM GUY.
 AW4232'7.65 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4232'HIGHWAY 36 AT GUY, THENCE 1.5 MILES NORTHEAST ALONG FARM ROAD 762, AT
 AW4232'WHALEY CORNER, 180 FEET NORTH OF THE CENTER OF THE JUNCTION OF A FARM
 AW4232'ROAD NORTHEAST, AT A POINT WHERE THE ROAD TURNS NORTHWEST, ON THE
 AW4232'INSIDE OF A CURVE, IN THE TOP AND 2.3 FEET NORTH OF THE SOUTH END OF
 AW4232'THE WEST CONCRETE HEADWALL OF A 48-INCH PIPE CULVERT, 16 FEET WEST OF
 AW4232'THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 AW4232
 AW4232                          STATION RECOVERY (1986)
 AW4232
 AW4232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4232'RECOVERED IN GOOD CONDITION.
 AW4232
 AW4232                          STATION RECOVERY (1988)
 AW4232
 AW4232'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4232'MARK NOT FOUND.
 AW4232
 AW4232                          STATION RECOVERY (1989)
 AW4232
 AW4232'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4232'RECOVERED IN GOOD CONDITION.
 AW4232
 AW4232                          STATION RECOVERY (1996)
 AW4232
 AW4232'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4232'RECOVERED IN GOOD CONDITION.
 AW4232
 AW4232                          STATION RECOVERY (1998)
 AW4232
 AW4232'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4232'RECOVERED IN GOOD CONDITION.
 AW4232
 AW4232                          STATION RECOVERY (1998)
 AW4232
 AW4232'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4241 ***********************************************************************
 AW4241  DESIGNATION -  V 1214
 AW4241  PID         -  AW4241
 AW4241  STATE/COUNTY-  TX/FORT BEND
 AW4241  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4241
 AW4241                         *CURRENT SURVEY CONTROL
 AW4241  ___________________________________________________________________
 AW4241* NAD 83(1986)-  29 28 37.     (N)    095 39 26.     (W)     SCALED    
 AW4241* NAVD 88     -        21.54   (+/-2cm)      70.7    (feet)  VERTCON   
 AW4241  ___________________________________________________________________
 AW4241  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4241
 AW4241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4241
 AW4241.The horizontal coordinates were scaled from a topographic map and have
 AW4241.an estimated accuracy of +/- 6 seconds.
 AW4241
 AW4241.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4241.The vertical order pertains to the NGVD 29 superseded value.
 AW4241
 AW4241.The geoid height was determined by GEOID03.
 AW4241
 AW4241;                    North         East    Units  Estimated Accuracy
 AW4241;SPC TXSC     - 4,186,790.      924,120.      MT  (+/- 180 meters Scaled)
 AW4241
 AW4241                          SUPERSEDED SURVEY CONTROL
 AW4241
 AW4241  NGVD 29 (??/??/92)   21.533  (m)           70.65   (f) ADJ UNCH    2 0
 AW4241
 AW4241.Superseded values are not recommended for survey control.
 AW4241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4241.See file dsdata.txt to determine how the superseded data were derived.
 AW4241
 AW4241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN423637(NAD 83)
 AW4241_MARKER: DB = BENCH MARK DISK
 AW4241_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4241_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4241_STAMPING: V 1214 1973
 AW4241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4241
 AW4241  HISTORY     - Date     Condition        Report By
 AW4241  HISTORY     - 1973     MONUMENTED       NGS
 AW4241  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW4241  HISTORY     - 1988     GOOD             USPSQD
 AW4241  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4241  HISTORY     - 19980103 MARK NOT FOUND   USPSQD
 AW4241  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4241
 AW4241                          STATION DESCRIPTION
 AW4241
 AW4241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4241'14.7 MI NE FROM GUY.
 AW4241'7.65 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4241'HIGHWAY 36 AT GUY, THENCE 5.35 MILES NORTHEAST AND NORTHWEST ALONG
 AW4241'FARM ROAD 762, THENCE 1.7 MILES SOUTHEAST ALONG SMITHERS LAKE ROAD, AT
 AW4241'THE JUNCTION OF A FIELD ENTRANCE ROAD SOUTHWEST, 39 FEET SOUTHWEST OF
 AW4241'THE CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF THE CENTER LINE OF
 AW4241'THE FIELD ROAD, 24 1/2 FEET NORTHWEST OF TELEPHONE POLE 30, 31 FEET
 AW4241'NORTHWEST OF A T JUNCTION FENCE POST, 5 FEET SOUTHEAST OF THE
 AW4241'SOUTHEAST END OF A METAL GATE, 11 FEET SOUTH-SOUTHWEST OF THE
 AW4241'SOUTHEAST END OF AN 18-INCH PIPE CULVERT, 1.7 FEET NORTHEAST OF A
 AW4241'FENCE, 1.2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 AW4241'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS 4
 AW4241'FEET LONG WITH A BASE PLATE ATTACHED.  THE ROD IS ENCASED IN AN IRON
 AW4241'PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW4241
 AW4241                          STATION RECOVERY (1986)
 AW4241
 AW4241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4241'NOT RECOVERED.
 AW4241
 AW4241                          STATION RECOVERY (1988)
 AW4241
 AW4241'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4241'RECOVERED IN GOOD CONDITION.
 AW4241
 AW4241                          STATION RECOVERY (1996)
 AW4241
 AW4241'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4241'MARK NOT FOUND.
 AW4241
 AW4241                          STATION RECOVERY (1998)
 AW4241
 AW4241'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4241'MARK NOT FOUND.
 AW4241
 AW4241                          STATION RECOVERY (1998)
 AW4241
 AW4241'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0359 ***********************************************************************
 AW0359  DESIGNATION -  V 1215
 AW0359  PID         -  AW0359
 AW0359  STATE/COUNTY-  TX/HARRIS
 AW0359  USGS QUAD   -  SETTEGAST (1995)
 AW0359
 AW0359                         *CURRENT SURVEY CONTROL
 AW0359  ___________________________________________________________________
 AW0359* NAD 83(1986)-  29 48 28.     (N)    095 16 12.     (W)     SCALED    
 AW0359* NAVD 88     -        12.458  (meters)      40.87   (feet)  ADJUSTED  
 AW0359  ___________________________________________________________________
 AW0359  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0359  DYNAMIC HT  -          12.442 (meters)      40.82  (feet)  COMP
 AW0359  MODELED GRAV-     979,291.0   (mgal)                       NAVD 88
 AW0359
 AW0359  VERT ORDER  -  FIRST     CLASS II
 AW0359
 AW0359.The horizontal coordinates were scaled from a topographic map and have
 AW0359.an estimated accuracy of +/- 6 seconds.
 AW0359
 AW0359.The orthometric height was determined by differential leveling
 AW0359.and adjusted by the National Geodetic Survey in June 1991..
 AW0359
 AW0359.The geoid height was determined by GEOID03.
 AW0359
 AW0359.The dynamic height is computed by dividing the NAVD 88
 AW0359.geopotential number by the normal gravity value computed on the
 AW0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0359.degrees latitude (g = 980.6199 gals.).
 AW0359
 AW0359.The modeled gravity was interpolated from observed gravity values.
 AW0359
 AW0359;                    North         East    Units  Estimated Accuracy
 AW0359;SPC TXSC     - 4,224,570.      960,490.      MT  (+/- 180 meters Scaled)
 AW0359
 AW0359                          SUPERSEDED SURVEY CONTROL
 AW0359
 AW0359  NGVD 29 (12/23/87)   12.456  (m)           40.87   (f) ADJUSTED    1 2
 AW0359
 AW0359.Superseded values are not recommended for survey control.
 AW0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0359.See file dsdata.txt to determine how the superseded data were derived.
 AW0359
 AW0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN806996(NAD 83)
 AW0359_MARKER: DB = BENCH MARK DISK
 AW0359_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0359_SP_SET: COPPER-CLAD STEEL ROD
 AW0359_STAMPING: V 1215 1973
 AW0359_MARK LOGO: NGS   
 AW0359_PROJECTION: RECESSED 6 CENTIMETERS
 AW0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0359_ROD/PIPE-DEPTH: 12.2 meters
 AW0359
 AW0359  HISTORY     - Date     Condition        Report By
 AW0359  HISTORY     - 1973     MONUMENTED       NGS
 AW0359  HISTORY     - 1978     GOOD             NGS
 AW0359  HISTORY     - 1983     GOOD             NGS
 AW0359  HISTORY     - 1987     GOOD             USPSQD
 AW0359  HISTORY     - 1987     GOOD             NGS
 AW0359  HISTORY     - 1988     GOOD             USPSQD
 AW0359  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW0359
 AW0359                          STATION DESCRIPTION
 AW0359
 AW0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0359'6.65 MI NE FROM HOUSTON.
 AW0359'ABOUT 6.6 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0359'STATION AT HOUSTON, BELOW THE CENTER OF THE MOST EASTERNLY ONE OF
 AW0359'THREE LARGE METAL TOWERS SUPPORTING THE CABLES FOR A POWER LINE
 AW0359'CROSSING OVER LIBERTY RD., 125.3 FEET SOUTHWEST OF THE CENTER LINE OF
 AW0359'E. HOUSTON RD., 56.8 FEET NORTHWEST OF THE CENTER LINE OF LIBERTY RD.,
 AW0359'34.7 FEET WEST OF POWER POLE 96, 1.2 FEET NORTHEAST OF A METAL WITNESS
 AW0359'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A 5/8-INCH
 AW0359'COPPER COATED STEEL ROD PROTECTED BY A 6-INCH METAL PIPE FLUSH WITH
 AW0359'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 AW0359
 AW0359                          STATION RECOVERY (1978)
 AW0359
 AW0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0359'RECOVERED IN GOOD CONDITION.
 AW0359
 AW0359                          STATION RECOVERY (1983)
 AW0359
 AW0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0359'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0359'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0359'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0359'SOUTHERN PACIFIC RAILROAD, THENCE 10.0 KM (6.25 MI) NORTHEAST ALONG
 AW0359'THE RAILROAD TO EAST HOUSTON ROAD LEADING NORTH, SET UNDER THE
 AW0359'EASTERNMOST ONE OF THREE LARGE METAL TOWERS SUPPORTING CABLES FOR A
 AW0359'POWERLINE CROSSING OVER LIBERTY ROAD, 38.10 METERS (125.0 FT)
 AW0359'SOUTHWEST OF THE CENTERLINE OF EAST HOUSTON ROAD, 17.37 METERS
 AW0359'(57.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF LIBERTY ROAD,
 AW0359'3.90 METERS (12.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 AW0359'BASE SUPPORTING THE SOUTHEAST LEG OF THE METAL TOWER, AND 3.84 METERS
 AW0359'(12.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BASE
 AW0359'SUPPORTING THE SOUTHWEST LEG OF THE METAL TOWER.
 AW0359'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AW0359'THE MARK IS ABOVE LEVEL WITH LIBERTY ROAD.
 AW0359
 AW0359                          STATION RECOVERY (1987)
 AW0359
 AW0359'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0359'RECOVERED IN GOOD CONDITION.
 AW0359
 AW0359                          STATION RECOVERY (1987)
 AW0359
 AW0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0359'RECOVERED IN GOOD CONDITION.
 AW0359
 AW0359                          STATION RECOVERY (1988)
 AW0359
 AW0359'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0359'RECOVERED IN GOOD CONDITION.
 AW0359
 AW0359                          STATION RECOVERY (1996)
 AW0359
 AW0359'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1410 ***********************************************************************
 BL1410  DESIGNATION -  V 1216
 BL1410  PID         -  BL1410
 BL1410  STATE/COUNTY-  TX/HARRIS
 BL1410  USGS QUAD   -  TOMBALL (1979)
 BL1410
 BL1410                         *CURRENT SURVEY CONTROL
 BL1410  ___________________________________________________________________
 BL1410* NAD 83(1986)-  30 04 54.     (N)    095 36 16.     (W)     SCALED    
 BL1410* NAVD 88     -        52.994  (meters)     173.86   (feet)  ADJUSTED  
 BL1410  ___________________________________________________________________
 BL1410  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1410  DYNAMIC HT  -          52.923 (meters)     173.63  (feet)  COMP
 BL1410  MODELED GRAV-     979,291.2   (mgal)                       NAVD 88
 BL1410
 BL1410  VERT ORDER  -  FIRST     CLASS II
 BL1410
 BL1410.The horizontal coordinates were scaled from a topographic map and have
 BL1410.an estimated accuracy of +/- 6 seconds.
 BL1410
 BL1410.The orthometric height was determined by differential leveling
 BL1410.and adjusted by the National Geodetic Survey in June 1991..
 BL1410
 BL1410.The geoid height was determined by GEOID03.
 BL1410
 BL1410.The dynamic height is computed by dividing the NAVD 88
 BL1410.geopotential number by the normal gravity value computed on the
 BL1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1410.degrees latitude (g = 980.6199 gals.).
 BL1410
 BL1410.The modeled gravity was interpolated from observed gravity values.
 BL1410
 BL1410;                    North         East    Units  Estimated Accuracy
 BL1410;SPC TXSC     - 4,253,930.      927,290.      MT  (+/- 180 meters Scaled)
 BL1410
 BL1410                          SUPERSEDED SURVEY CONTROL
 BL1410
 BL1410  NGVD 29 (12/23/87)   52.989  (m)          173.85   (f) ADJUSTED    1 2
 BL1410
 BL1410.Superseded values are not recommended for survey control.
 BL1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1410.See file dsdata.txt to determine how the superseded data were derived.
 BL1410
 BL1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP489306(NAD 83)
 BL1410_MARKER: DB = BENCH MARK DISK
 BL1410_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1410_SP_SET: COPPER-CLAD STEEL ROD
 BL1410_STAMPING: V 1216 1973
 BL1410_MARK LOGO: NGS   
 BL1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1410
 BL1410  HISTORY     - Date     Condition        Report By
 BL1410  HISTORY     - 1973     MONUMENTED       NGS
 BL1410  HISTORY     - 1978     GOOD             NGS
 BL1410  HISTORY     - 1986     GOOD             NGS
 BL1410
 BL1410                          STATION DESCRIPTION
 BL1410
 BL1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1410'1.2 MI SE FROM TOMBALL.
 BL1410'ABOUT 1.2 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 BL1410'THE STATION AT TOMBALL, ABOUT 19 POLES NORTHWEST OF MILE POST 83, AT A
 BL1410'PRIVATE ROAD CROSSING, 46.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 53
 BL1410'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 23 FEET SOUTH OF A
 BL1410'TELEPHONE POLE, 1.8 FEET NORTHEAST OF A FENCE, 0.9 FOOT NORTHWEST OF A
 BL1410'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK
 BL1410'SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD, AND
 BL1410'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.1 FOOT.
 BL1410
 BL1410                          STATION RECOVERY (1978)
 BL1410
 BL1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1410'RECOVERED IN GOOD CONDITION.
 BL1410
 BL1410                          STATION RECOVERY (1986)
 BL1410
 BL1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0279 ***********************************************************************
 AW0279  DESIGNATION -  V 1217
 AW0279  PID         -  AW0279
 AW0279  STATE/COUNTY-  TX/HARRIS
 AW0279  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0279
 AW0279                         *CURRENT SURVEY CONTROL
 AW0279  ___________________________________________________________________
 AW0279* NAD 83(1986)-  29 47 07.     (N)    095 35 25.     (W)     SCALED    
 AW0279* NAVD 88     -        27.549  (meters)      90.38   (feet)  ADJUSTED  
 AW0279  ___________________________________________________________________
 AW0279  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW0279  DYNAMIC HT  -          27.511 (meters)      90.26  (feet)  COMP
 AW0279  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AW0279  OBS GRAVITY -     979,280.1   (mgal)                       GRAV_OBS
 AW0279
 AW0279  VERT ORDER  -  FIRST     CLASS I
 AW0279
 AW0279.The horizontal coordinates were scaled from a topographic map and have
 AW0279.an estimated accuracy of +/- 6 seconds.
 AW0279
 AW0279.The orthometric height was determined by differential leveling
 AW0279.and adjusted by the National Geodetic Survey in June 1991..
 AW0279
 AW0279.The geoid height was determined by GEOID03.
 AW0279
 AW0279.The dynamic height is computed by dividing the NAVD 88
 AW0279.geopotential number by the normal gravity value computed on the
 AW0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0279.degrees latitude (g = 980.6199 gals.).
 AW0279
 AW0279.The modeled gravity was interpolated from observed gravity values.
 AW0279.The observed gravity was obtained from relative gravimeter ties
 AW0279.to the IGSN71 gravity network.
 AW0279
 AW0279;                    North         East    Units  Estimated Accuracy
 AW0279;SPC TXSC     - 4,221,130.      929,620.      MT  (+/- 180 meters Scaled)
 AW0279
 AW0279                          SUPERSEDED SURVEY CONTROL
 AW0279
 AW0279  NGVD 29 (12/23/87)   27.542  (m)           90.36   (f) ADJUSTED    1 1
 AW0279
 AW0279.Superseded values are not recommended for survey control.
 AW0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0279.See file dsdata.txt to determine how the superseded data were derived.
 AW0279
 AW0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN495978(NAD 83)
 AW0279_MARKER: DB = BENCH MARK DISK
 AW0279_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW0279+WITH SETTING: INFORMATION.
 AW0279_SP_SET: SHALLOW-SET METAL ROD
 AW0279_STAMPING: V 1217 1973
 AW0279_MARK LOGO: NGS   
 AW0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0279
 AW0279  HISTORY     - Date     Condition        Report By
 AW0279  HISTORY     - 1973     MONUMENTED       NGS
 AW0279  HISTORY     - 1976     GOOD             NGS
 AW0279  HISTORY     - 1976     GOOD             NGS
 AW0279  HISTORY     - 1978     GOOD             NGS
 AW0279  HISTORY     - 1983     GOOD             NGS
 AW0279  HISTORY     - 1986     GOOD             NGS
 AW0279  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0279  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0279  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0279
 AW0279                          STATION DESCRIPTION
 AW0279
 AW0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0279'3.2 MI E FROM ADDICKS.
 AW0279'ABOUT 3.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0279'RAILROAD OVERPASS OVER STATE HIGHWAY 6 AT THE EAST ENTRANCE TO THE
 AW0279'WESTCHESTER JUNIOR HIGH SCHOOL, ABOUT 3 FEET NORTH OF A FENCE CORNER
 AW0279'POST, 110 FEET NORTH OF THE NORTH RAIL, 50 FEET EAST OF THE CENTER
 AW0279'LINE OF A PAVED ROAD LEADING NORTH ON THE EAST SIDE OF THE SCHOOL, 35
 AW0279'FEET NORTH OF THE CENTER LINE OF OLD KATY RD., 30.2 FEET EAST OF THE
 AW0279'EXTENDED CENTER LINE OF KIRKWOOD ST. NORTHBOUND LANES, 1.2 FEET WEST
 AW0279'OF A FENCE RUNNING NORTH, 0.6 MILE SOUTH OF A METAL WITNESS POST,
 AW0279'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IS A DISK SET ON
 AW0279'TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD AND
 AW0279'PROTECTED BY A 6-INCH STEEL PIPE WHICH PROJECTS 0.2 FOOT.
 AW0279
 AW0279                          STATION RECOVERY (1976)
 AW0279
 AW0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0279'RECOVERED IN GOOD CONDITION.
 AW0279
 AW0279                          STATION RECOVERY (1976)
 AW0279
 AW0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0279'RECOVERED IN GOOD CONDITION.
 AW0279
 AW0279                          STATION RECOVERY (1978)
 AW0279
 AW0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0279'RECOVERED IN GOOD CONDITION.
 AW0279
 AW0279                          STATION RECOVERY (1983)
 AW0279
 AW0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0279'RECOVERED IN GOOD CONDITION.  NOTE, THE PIPE AND DISK NOW PROJECTS 30
 AW0279'CENTIMETERS ABOVE GROUND LEVEL.
 AW0279
 AW0279                          STATION RECOVERY (1986)
 AW0279
 AW0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0279'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--AT
 AW0279'THE SOUTHWEST CORNER OF THE AL PARKER CHEVROLET DEALERSHIP.
 AW0279'DELETE--1.2 FEET WEST OF A FENCE RUNNING NORTH.
 AW0279
 AW0279                          STATION RECOVERY (1989)
 AW0279
 AW0279'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0279'MARK NOT FOUND.
 AW0279
 AW0279                          STATION RECOVERY (1994)
 AW0279
 AW0279'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0279'MARK NOT FOUND.
 AW0279
 AW0279                          STATION RECOVERY (2004)
 AW0279
 AW0279'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1875 ***********************************************************************
 AW1875  DESIGNATION -  V 1218
 AW1875  PID         -  AW1875
 AW1875  STATE/COUNTY-  TX/HARRIS
 AW1875  USGS QUAD   -  CYPRESS (1995)
 AW1875
 AW1875                         *CURRENT SURVEY CONTROL
 AW1875  ___________________________________________________________________
 AW1875* NAD 83(1986)-  29 52 44.     (N)    095 40 59.     (W)     SCALED    
 AW1875* NAVD 88     -        40.138  (meters)     131.69   (feet)  ADJUSTED  
 AW1875  ___________________________________________________________________
 AW1875  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1875  DYNAMIC HT  -          40.083 (meters)     131.51  (feet)  COMP
 AW1875  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AW1875
 AW1875  VERT ORDER  -  FIRST     CLASS II
 AW1875
 AW1875.The horizontal coordinates were scaled from a topographic map and have
 AW1875.an estimated accuracy of +/- 6 seconds.
 AW1875
 AW1875.The orthometric height was determined by differential leveling
 AW1875.and adjusted by the National Geodetic Survey in June 1991..
 AW1875
 AW1875.The geoid height was determined by GEOID03.
 AW1875
 AW1875.The dynamic height is computed by dividing the NAVD 88
 AW1875.geopotential number by the normal gravity value computed on the
 AW1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1875.degrees latitude (g = 980.6199 gals.).
 AW1875
 AW1875.The modeled gravity was interpolated from observed gravity values.
 AW1875
 AW1875;                    North         East    Units  Estimated Accuracy
 AW1875;SPC TXSC     - 4,231,250.      920,360.      MT  (+/- 180 meters Scaled)
 AW1875
 AW1875                          SUPERSEDED SURVEY CONTROL
 AW1875
 AW1875  NGVD 29 (12/23/87)   40.130  (m)          131.66   (f) ADJUSTED    1 2
 AW1875
 AW1875.Superseded values are not recommended for survey control.
 AW1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1875.See file dsdata.txt to determine how the superseded data were derived.
 AW1875
 AW1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP408083(NAD 83)
 AW1875_MARKER: DB = BENCH MARK DISK
 AW1875_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1875_SP_SET: HEADWALL
 AW1875_STAMPING: V 1218 1973
 AW1875_MARK LOGO: NGS   
 AW1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1875+STABILITY: SURFACE MOTION
 AW1875
 AW1875  HISTORY     - Date     Condition        Report By
 AW1875  HISTORY     - 1973     MONUMENTED       NGS
 AW1875  HISTORY     - 1978     GOOD             NGS
 AW1875  HISTORY     - 1986     GOOD             NGS
 AW1875  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1875
 AW1875                          STATION DESCRIPTION
 AW1875
 AW1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1875'7 MI S FROM CYPRESS.
 AW1875'ABOUT 1.75 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1875'AT CYPRESS, THENCE 5.25 MILES SOUTH ALONG THE BARKER-CYPRESS RD., 125
 AW1875'YARDS SOUTH OF THE CENTER LINE OF FARM ROAD 529, 239 FEET EAST OF THE
 AW1875'CENTER LINE OF BARKER-CYPRESS RD., 13.5 FEET NORTH OF THE CENTER LINE
 AW1875'OF OLD FARM ROAD 529, SET IN THE TOP OF AND CENTER OF THE NORTH
 AW1875'CONCRETE HEADWALL OF A 3 X 6 FT. BOX CULVERT, 1 FOOT ABOVE THE LEVEL
 AW1875'OF THE ROAD.
 AW1875
 AW1875                          STATION RECOVERY (1978)
 AW1875
 AW1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1875'RECOVERED IN GOOD CONDITION.
 AW1875
 AW1875                          STATION RECOVERY (1986)
 AW1875
 AW1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1875'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.1 KM (1.95
 AW1875'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1875'SPRING-CYPRESS ROAD IN CYPRESS, THENCE 8.5 KM (5.3 MI) SOUTHERLY ALONG
 AW1875'BARKER-CYPRESS ROAD.
 AW1875
 AW1875                          STATION RECOVERY (2004)
 AW1875
 AW1875'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0475 ***********************************************************************
 AW0475  DESIGNATION -  V 1219
 AW0475  PID         -  AW0475
 AW0475  STATE/COUNTY-  TX/GALVESTON
 AW0475  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0475
 AW0475                         *CURRENT SURVEY CONTROL
 AW0475  ___________________________________________________________________
 AW0475* NAD 83(1986)-  29 19 58.     (N)    094 57 55.     (W)     SCALED    
 AW0475* NAVD 88     -         1.535  (meters)       5.04   (feet)  ADJUSTED  
 AW0475  ___________________________________________________________________
 AW0475  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW0475  DYNAMIC HT  -           1.533 (meters)       5.03  (feet)  COMP
 AW0475  MODELED GRAV-     979,263.2   (mgal)                       NAVD 88
 AW0475
 AW0475  VERT ORDER  -  FIRST     CLASS I
 AW0475
 AW0475.The horizontal coordinates were scaled from a topographic map and have
 AW0475.an estimated accuracy of +/- 6 seconds.
 AW0475
 AW0475.The orthometric height was determined by differential leveling
 AW0475.and adjusted by the National Geodetic Survey in June 1991..
 AW0475
 AW0475.The geoid height was determined by GEOID03.
 AW0475
 AW0475.The dynamic height is computed by dividing the NAVD 88
 AW0475.geopotential number by the normal gravity value computed on the
 AW0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0475.degrees latitude (g = 980.6199 gals.).
 AW0475
 AW0475.The modeled gravity was interpolated from observed gravity values.
 AW0475
 AW0475;                    North         East    Units  Estimated Accuracy
 AW0475;SPC TXSC     - 4,172,940.      991,740.      MT  (+/- 180 meters Scaled)
 AW0475
 AW0475                          SUPERSEDED SURVEY CONTROL
 AW0475
 AW0475  NGVD 29 (12/23/87)    1.532  (m)            5.03   (f) ADJUSTED    1 1
 AW0475
 AW0475.Superseded values are not recommended for survey control.
 AW0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0475.See file dsdata.txt to determine how the superseded data were derived.
 AW0475
 AW0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN091464(NAD 83)
 AW0475_MARKER: DB = BENCH MARK DISK
 AW0475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0475_SP_SET: HEADWALL
 AW0475_STAMPING: V 1219 1973
 AW0475_MARK LOGO: NGS   
 AW0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0475+STABILITY: SURFACE MOTION
 AW0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0475+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW0475
 AW0475  HISTORY     - Date     Condition        Report By
 AW0475  HISTORY     - 1973     MONUMENTED       NGS
 AW0475  HISTORY     - 1978     GOOD             NGS
 AW0475  HISTORY     - 1987     GOOD             USPSQD
 AW0475  HISTORY     - 1987     GOOD             USPSQD
 AW0475  HISTORY     - 1987     GOOD             NGS
 AW0475  HISTORY     - 1988     GOOD             USPSQD
 AW0475  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0475  HISTORY     - 1988     GOOD             USPSQD
 AW0475  HISTORY     - 1988     GOOD             USPSQD
 AW0475  HISTORY     - 1988     GOOD             USPSQD
 AW0475  HISTORY     - 1988     GOOD             USPSQD
 AW0475  HISTORY     - 1988     GOOD             USPSQD
 AW0475  HISTORY     - 1988     GOOD             USPSQD
 AW0475  HISTORY     - 1990     GOOD             USPSQD
 AW0475  HISTORY     - 19910407 GOOD             USPSQD
 AW0475  HISTORY     - 19950624 GOOD             USPSQD
 AW0475  HISTORY     - 20040126 GOOD             USPSQD
 AW0475  HISTORY     - 20050202 GOOD             USPSQD
 AW0475  HISTORY     - 20060523 GOOD             USPSQD
 AW0475
 AW0475                          STATION DESCRIPTION
 AW0475
 AW0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0475'5.45 MI SW FROM TEXAS CITY.
 AW0475'2.1 MILES SOUTHWEST ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE
 AW0475'AT TEXAS CITY, THENCE 3.35 MILES SOUTHWEST ALONG THE TEXAS CITY
 AW0475'TERMINAL RAILROAD, 0.3 MILE NORTHEAST OF THE JUNCTION OF THE ATCHISON,
 AW0475'TOPEKA AND SANTA FE RAILWAY AND BENCH MARKS Z 456 AND H 1138, AT THE
 AW0475'CROSSING OF STATE HIGHWAY 6, IN THE TOP AND 1.3 FEET WEST OF THE EAST
 AW0475'END OF THE SOUTH CONCRETE HEADWALL OF A PIPE CULVERT, 53.2 FEET
 AW0475'NORTHWEST OF THE NORTHWEST RAIL, 38 FEET SOUTH OF THE CENTER LINE OF
 AW0475'THE HIGHWAY, ABOUT 1 FOOT LOWER THAN THE TRACK AND THE HIGHWAY.
 AW0475
 AW0475                          STATION RECOVERY (1978)
 AW0475
 AW0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1987)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1987)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1987)
 AW0475
 AW0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0475'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.9 KM (3.65
 AW0475'MI) EAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE IN HITCHCOCK TO
 AW0475'THE MARK ON THE RIGHT, 11.5 METERS (38.0 FT) SOUTH OF THE CENTERLINE
 AW0475'OF THE HIGHWAY, 16.2 METERS (53.2 FT) NORTHWEST OF THE NORTH RAIL OT
 AW0475'THE TEXAS CITY TERMINAL RAILROAD.
 AW0475'THE MARK IS 0.30 M BELOW HIGHWAY.
 AW0475
 AW0475                          STATION RECOVERY (1988)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1988)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (NTG)
 AW0475'MARK NOT FOUND.
 AW0475
 AW0475                          STATION RECOVERY (1988)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1988)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1988)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1988)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1988)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1988)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1990)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1991)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (1995)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (2004)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (2005)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0475'RECOVERED IN GOOD CONDITION.
 AW0475
 AW0475                          STATION RECOVERY (2006)
 AW0475
 AW0475'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW0475'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1837 ***********************************************************************
 AX1837  DESIGNATION -  V 122
 AX1837  PID         -  AX1837
 AX1837  STATE/COUNTY-  TX/DE WITT
 AX1837  USGS QUAD   -  CUERO (1987)
 AX1837
 AX1837                         *CURRENT SURVEY CONTROL
 AX1837  ___________________________________________________________________
 AX1837* NAD 83(1986)-  29 05 27.     (N)    097 17 24.     (W)     SCALED    
 AX1837* NAVD 88     -        54.82   (+/-2cm)     179.9    (feet)  VERTCON   
 AX1837  ___________________________________________________________________
 AX1837  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1837
 AX1837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1837
 AX1837.The horizontal coordinates were scaled from a topographic map and have
 AX1837.an estimated accuracy of +/- 6 seconds.
 AX1837
 AX1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1837.The vertical order pertains to the NGVD 29 superseded value.
 AX1837
 AX1837.The geoid height was determined by GEOID03.
 AX1837
 AX1837;                    North         East    Units  Estimated Accuracy
 AX1837;SPC TXSC     - 4,140,580.      766,450.      MT  (+/- 180 meters Scaled)
 AX1837
 AX1837                          SUPERSEDED SURVEY CONTROL
 AX1837
 AX1837  NGVD 29 (??/??/92)   54.831  (m)          179.89   (f) ADJ UNCH    2 0
 AX1837
 AX1837.Superseded values are not recommended for survey control.
 AX1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1837.See file dsdata.txt to determine how the superseded data were derived.
 AX1837
 AX1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT664192(NAD 83)
 AX1837_MARKER: DB = BENCH MARK DISK
 AX1837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1837_SP_SET: STEP
 AX1837_STAMPING: V 122 1933
 AX1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1837
 AX1837  HISTORY     - Date     Condition        Report By
 AX1837  HISTORY     - 1933     MONUMENTED       CGS
 AX1837  HISTORY     - 1944     GOOD             NGS
 AX1837  HISTORY     - 20010331 GOOD             NGS
 AX1837
 AX1837                          STATION DESCRIPTION
 AX1837
 AX1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 AX1837'IN CUERO.
 AX1837'AT CUERO, DE WITT COUNTY, AT THE POST OFFICE, 19 FEET EAST OF THE
 AX1837'MIDDLE OF THE SOUTH ENTRANCE, IN THE TOP OF THE EAST END OF THE FIRST
 AX1837'STEP, AND ABOUT 0.6 FOOT HIGHER THAN THE GROUND.  A STANDARD DISK,
 AX1837'STAMPED V 122 1933.
 AX1837
 AX1837                          STATION RECOVERY (2001)
 AX1837
 AX1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1837'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4158 ***********************************************************************
 AW4158  DESIGNATION -  V 1220
 AW4158  PID         -  AW4158
 AW4158  STATE/COUNTY-  TX/BRAZORIA
 AW4158  USGS QUAD   -  DAMON (1980)
 AW4158
 AW4158                         *CURRENT SURVEY CONTROL
 AW4158  ___________________________________________________________________
 AW4158* NAD 83(1986)-  29 16 02.     (N)    095 43 04.     (W)     SCALED    
 AW4158* NAVD 88     -        19.77   (+/-2cm)      64.9    (feet)  VERTCON   
 AW4158  ___________________________________________________________________
 AW4158  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW4158
 AW4158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4158
 AW4158.The horizontal coordinates were scaled from a topographic map and have
 AW4158.an estimated accuracy of +/- 6 seconds.
 AW4158
 AW4158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4158.The vertical order pertains to the NGVD 29 superseded value.
 AW4158
 AW4158.The geoid height was determined by GEOID03.
 AW4158
 AW4158;                    North         East    Units  Estimated Accuracy
 AW4158;SPC TXSC     - 4,163,390.      918,910.      MT  (+/- 180 meters Scaled)
 AW4158
 AW4158                          SUPERSEDED SURVEY CONTROL
 AW4158
 AW4158  NGVD 29 (??/??/92)   19.778  (m)           64.89   (f) ADJ UNCH    2 0
 AW4158
 AW4158.Superseded values are not recommended for survey control.
 AW4158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4158.See file dsdata.txt to determine how the superseded data were derived.
 AW4158
 AW4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN359406(NAD 83)
 AW4158_MARKER: DB = BENCH MARK DISK
 AW4158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4158_SP_SET: CULVERT
 AW4158_STAMPING: V 1220 1973
 AW4158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4158
 AW4158  HISTORY     - Date     Condition        Report By
 AW4158  HISTORY     - 1973     MONUMENTED       NGS
 AW4158  HISTORY     - 1987     GOOD             USPSQD
 AW4158  HISTORY     - 1988     GOOD             USPSQD
 AW4158  HISTORY     - 1989     GOOD             USPSQD
 AW4158  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4158
 AW4158                          STATION DESCRIPTION
 AW4158
 AW4158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4158'1.8 MI SE FROM DAMON.
 AW4158'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 AW4158'MULCAHY STREET AT DAMON, 0.7 MILE SOUTHEAST OF THE JUNCTION OF COUNTY
 AW4158'ROAD 18, IN THE TOP AND 2.6 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 AW4158'NORTHEAST CONCRETE HEADWALL OF A CULVERT, 23.5 FEET NORTH OF THE
 AW4158'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4158
 AW4158                          STATION RECOVERY (1987)
 AW4158
 AW4158'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4158'RECOVERED IN GOOD CONDITION.
 AW4158
 AW4158                          STATION RECOVERY (1988)
 AW4158
 AW4158'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4158'RECOVERED IN GOOD CONDITION.
 AW4158
 AW4158                          STATION RECOVERY (1989)
 AW4158
 AW4158'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4158'RECOVERED IN GOOD CONDITION.
 AW4158
 AW4158                          STATION RECOVERY (1994)
 AW4158
 AW4158'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0674 ***********************************************************************
 BM0674  DESIGNATION -  V 1221
 BM0674  PID         -  BM0674
 BM0674  STATE/COUNTY-  TX/TRAVIS
 BM0674  USGS QUAD   -  MONTOPOLIS (1988)
 BM0674
 BM0674                         *CURRENT SURVEY CONTROL
 BM0674  ___________________________________________________________________
 BM0674* NAD 83(1986)-  30 12 24.     (N)    097 38 47.     (W)     SCALED    
 BM0674* NAVD 88     -       139.994  (meters)     459.30   (feet)  ADJUSTED  
 BM0674  ___________________________________________________________________
 BM0674  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM0674  DYNAMIC HT  -         139.803 (meters)     458.67  (feet)  COMP
 BM0674  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 BM0674
 BM0674  VERT ORDER  -  FIRST     CLASS I
 BM0674
 BM0674.The horizontal coordinates were scaled from a topographic map and have
 BM0674.an estimated accuracy of +/- 6 seconds.
 BM0674
 BM0674.The orthometric height was determined by differential leveling
 BM0674.and adjusted by the National Geodetic Survey in June 1991..
 BM0674
 BM0674.The geoid height was determined by GEOID03.
 BM0674
 BM0674.The dynamic height is computed by dividing the NAVD 88
 BM0674.geopotential number by the normal gravity value computed on the
 BM0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0674.degrees latitude (g = 980.6199 gals.).
 BM0674
 BM0674.The modeled gravity was interpolated from observed gravity values.
 BM0674
 BM0674;                    North         East    Units  Estimated Accuracy
 BM0674;SPC TX C     - 3,062,990.      958,680.      MT  (+/- 180 meters Scaled)
 BM0674
 BM0674                          SUPERSEDED SURVEY CONTROL
 BM0674
 BM0674  NGVD 29 (??/??/92)  139.915  (m)          459.04   (f) ADJ UNCH    1 1
 BM0674
 BM0674.Superseded values are not recommended for survey control.
 BM0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0674.See file dsdata.txt to determine how the superseded data were derived.
 BM0674
 BM0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU302424(NAD 83)
 BM0674_MARKER: DB = BENCH MARK DISK
 BM0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0674_SP_SET: CATCH BASIN
 BM0674_STAMPING: V 1221 1973
 BM0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0674+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 BM0674
 BM0674  HISTORY     - Date     Condition        Report By
 BM0674  HISTORY     - 1973     MONUMENTED       NGS
 BM0674  HISTORY     - 1978     GOOD             NGS
 BM0674  HISTORY     - 1989     GOOD             USPSQD
 BM0674  HISTORY     - 1991     GOOD             USPSQD
 BM0674  HISTORY     - 19980718 GOOD             USPSQD
 BM0674  HISTORY     - 20010224 GOOD             USPSQD
 BM0674  HISTORY     - 20030308 GOOD             USPSQD
 BM0674  HISTORY     - 20040612 GOOD             USPSQD
 BM0674
 BM0674                          STATION DESCRIPTION
 BM0674
 BM0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0674'0.85 MI SE FROM DEL VALLE.
 BM0674'ABOUT 0.85 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM THE MAIN
 BM0674'ENTRANCE AND PRESIDENTIAL BLVD UNDERPASS TO BERGSTROM AIRFORCE BASE AT
 BM0674'DEL VALLE, 148.0 FEET NORTHWEST OF THE CENTER LINE OF TERRY LANE AND
 BM0674'CROSS OVER BETWEEN THE FOUR LANES OF THE HIGHWAY, 44.0 FEET SOUTHWEST
 BM0674'OF THE CENTER LINE OF THE NORTHEAST LAND, 41.0 FEET NORTHEAST OF THE
 BM0674'CENTER LINE OF THE SOUTHWEST LAND, 12.0 FEET EAST OF A REFLECTOR POST
 BM0674'BEARING A WIT TAG, SET IN TOP OF THE SOUTH CORNER OF A 4 X 4 FT.
 BM0674'CONCRETE CATCHBASIN, 0.65 MILES SOUTHEAST OF P.O. AT DEL VALLE, 0.85
 BM0674'MILES SOUTHEAST OF THE BENCH MARK U 1221, ABOUT 3.0 FEET BELOW LEVEL
 BM0674'OF THE HIGHWAY.
 BM0674
 BM0674                          STATION RECOVERY (1978)
 BM0674
 BM0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0674'RECOVERED IN GOOD CONDITION.
 BM0674
 BM0674                          STATION RECOVERY (1989)
 BM0674
 BM0674'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0674'RECOVERED IN GOOD CONDITION.
 BM0674
 BM0674                          STATION RECOVERY (1991)
 BM0674
 BM0674'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0674'RECOVERED IN GOOD CONDITION.
 BM0674
 BM0674                          STATION RECOVERY (1998)
 BM0674
 BM0674'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0674'RECOVERED IN GOOD CONDITION.
 BM0674
 BM0674                          STATION RECOVERY (2001)
 BM0674
 BM0674'RECOVERY NOTE BY US POWER SQUADRON 2001 (MJW)
 BM0674'RECOVERED IN GOOD CONDITION.
 BM0674
 BM0674                          STATION RECOVERY (2003)
 BM0674
 BM0674'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0674'RECOVERED IN GOOD CONDITION.
 BM0674
 BM0674                          STATION RECOVERY (2004)
 BM0674
 BM0674'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0592 ***********************************************************************
 BM0592  DESIGNATION -  V 1222
 BM0592  PID         -  BM0592
 BM0592  STATE/COUNTY-  TX/TRAVIS
 BM0592  USGS QUAD   -  AUSTIN WEST (1988)
 BM0592
 BM0592                         *CURRENT SURVEY CONTROL
 BM0592  ___________________________________________________________________
 BM0592* NAD 83(1986)-  30 16 21.     (N)    097 47 43.     (W)     SCALED    
 BM0592* NAVD 88     -       185.647  (meters)     609.08   (feet)  ADJUSTED  
 BM0592  ___________________________________________________________________
 BM0592  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BM0592  DYNAMIC HT  -         185.393 (meters)     608.24  (feet)  COMP
 BM0592  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 BM0592
 BM0592  VERT ORDER  -  FIRST     CLASS I
 BM0592
 BM0592.The horizontal coordinates were scaled from a topographic map and have
 BM0592.an estimated accuracy of +/- 6 seconds.
 BM0592
 BM0592.The orthometric height was determined by differential leveling
 BM0592.and adjusted by the National Geodetic Survey in June 1991..
 BM0592
 BM0592.The geoid height was determined by GEOID03.
 BM0592
 BM0592.The dynamic height is computed by dividing the NAVD 88
 BM0592.geopotential number by the normal gravity value computed on the
 BM0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0592.degrees latitude (g = 980.6199 gals.).
 BM0592
 BM0592.The modeled gravity was interpolated from observed gravity values.
 BM0592
 BM0592;                    North         East    Units  Estimated Accuracy
 BM0592;SPC TX C     - 3,069,950.      944,190.      MT  (+/- 180 meters Scaled)
 BM0592
 BM0592                          SUPERSEDED SURVEY CONTROL
 BM0592
 BM0592  NGVD 29 (??/??/92)  185.572  (m)          608.83   (f) ADJ UNCH    1 1
 BM0592
 BM0592.Superseded values are not recommended for survey control.
 BM0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0592.See file dsdata.txt to determine how the superseded data were derived.
 BM0592
 BM0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU158495(NAD 83)
 BM0592_MARKER: DB = BENCH MARK DISK
 BM0592_SETTING: 66 = SET IN ROCK OUTCROP
 BM0592_SP_SET: ROCK LEDGE
 BM0592_STAMPING: V 1222 1973
 BM0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0592+STABILITY: POSITION/ELEVATION WELL
 BM0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0592+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 BM0592
 BM0592  HISTORY     - Date     Condition        Report By
 BM0592  HISTORY     - 1973     MONUMENTED       NGS
 BM0592  HISTORY     - 1988     GOOD             USPSQD
 BM0592  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BM0592  HISTORY     - 1990     GOOD             USPSQD
 BM0592  HISTORY     - 19950624 GOOD             USPSQD
 BM0592  HISTORY     - 20010224 GOOD             USPSQD
 BM0592  HISTORY     - 20030430 GOOD             USPSQD
 BM0592
 BM0592                          STATION DESCRIPTION
 BM0592
 BM0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0592'1.1 MI SE FROM WEST LAKE HILLS.
 BM0592'ABOUT 1.1 MILES SOUTHEAST ALONG RANCH ROAD 2244 BEE CAVE RD. FROM THE
 BM0592'EANES ELEMENTARY SCHOOL AT WEST LAKE HILLS, 0.1 MILES SOUTHEAST OF THE
 BM0592'WEST LAKE HILLS - ROLLINGWOOD CITY LIMITS SIGN AND THE JUNCTION OF THE
 BM0592'ROLLINGWOOD DRIVE, 68.0 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 BM0592'DRIVEWAY, AT THE NORTHWEST OF A BANK CUT, 42.0 FEET NORTHEAST OF THE
 BM0592'CENTER LINE OF RANCH ROAD 2244, 29.0 FEET EAST SOUTHEAST OF THE
 BM0592'SOUTHEAST END OF THE HEADWALL OF A DOUBLE PIPE CULVERT, 4.0 FEET ABOVE
 BM0592'THE BOTTOM OF A DITCH SET IN TOP OF A FLAT 2 X 3 FT. LIMESTON ROCK
 BM0592'LEDGE PROTRUDING FROM THE BANK CUT, ABOUT 2 1/2 FEET ABOVE THE ROAD.
 BM0592
 BM0592                          STATION RECOVERY (1988)
 BM0592
 BM0592'RECOVERY NOTE BY US POWER SQUADRON 1988 (JM)
 BM0592'RECOVERED IN GOOD CONDITION.
 BM0592
 BM0592                          STATION RECOVERY (1989)
 BM0592
 BM0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDM)
 BM0592'MARK NOT FOUND.
 BM0592
 BM0592                          STATION RECOVERY (1990)
 BM0592
 BM0592'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0592'RECOVERED IN GOOD CONDITION.
 BM0592
 BM0592                          STATION RECOVERY (1995)
 BM0592
 BM0592'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0592'RECOVERED IN GOOD CONDITION.
 BM0592
 BM0592                          STATION RECOVERY (2001)
 BM0592
 BM0592'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 BM0592'RECOVERED IN GOOD CONDITION.
 BM0592
 BM0592                          STATION RECOVERY (2003)
 BM0592
 BM0592'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0982 ***********************************************************************
 AX0982  DESIGNATION -  V 1223
 AX0982  PID         -  AX0982
 AX0982  STATE/COUNTY-  TX/FAYETTE
 AX0982  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0982
 AX0982                         *CURRENT SURVEY CONTROL
 AX0982  ___________________________________________________________________
 AX0982* NAD 83(1986)-  29 56 08.     (N)    096 58 06.     (W)     SCALED    
 AX0982* NAVD 88     -        91.782  (meters)     301.12   (feet)  ADJUSTED  
 AX0982  ___________________________________________________________________
 AX0982  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AX0982  DYNAMIC HT  -          91.656 (meters)     300.71  (feet)  COMP
 AX0982  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 AX0982
 AX0982  VERT ORDER  -  FIRST     CLASS I
 AX0982
 AX0982.The horizontal coordinates were scaled from a topographic map and have
 AX0982.an estimated accuracy of +/- 6 seconds.
 AX0982
 AX0982.The orthometric height was determined by differential leveling
 AX0982.and adjusted by the National Geodetic Survey in June 1991..
 AX0982
 AX0982.The geoid height was determined by GEOID03.
 AX0982
 AX0982.The dynamic height is computed by dividing the NAVD 88
 AX0982.geopotential number by the normal gravity value computed on the
 AX0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0982.degrees latitude (g = 980.6199 gals.).
 AX0982
 AX0982.The modeled gravity was interpolated from observed gravity values.
 AX0982
 AX0982;                    North         East    Units  Estimated Accuracy
 AX0982;SPC TXSC     - 4,234,690.      796,130.      MT  (+/- 180 meters Scaled)
 AX0982
 AX0982                          SUPERSEDED SURVEY CONTROL
 AX0982
 AX0982  NGVD 29 (??/??/92)   91.732  (m)          300.96   (f) ADJ UNCH    1 1
 AX0982
 AX0982.Superseded values are not recommended for survey control.
 AX0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0982.See file dsdata.txt to determine how the superseded data were derived.
 AX0982
 AX0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU960133(NAD 83)
 AX0982_MARKER: DB = BENCH MARK DISK
 AX0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0982_SP_SET: CULVERT
 AX0982_STAMPING: V 1223 1973
 AX0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0982
 AX0982  HISTORY     - Date     Condition        Report By
 AX0982  HISTORY     - 1973     MONUMENTED       NGS
 AX0982  HISTORY     - 1978     GOOD             NGS
 AX0982  HISTORY     - 19970607 GOOD             USPSQD
 AX0982
 AX0982                          STATION DESCRIPTION
 AX0982
 AX0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0982'IN PLUM.
 AX0982'AT PLUM, ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD, AT THE CROSSING OF
 AX0982'AN ASPHALT ROAD, 209.8 FEET NORTH AND ACROSS THE ASPHALT ROAD FROM THE
 AX0982'NORTH CORNER OF THE POST OFFICE, IN THE TOP AND 0.9 FOOT NORTHWEST OF
 AX0982'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A LARGE PIPE
 AX0982'CULVERT, 23.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26 1/2 FEET
 AX0982'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTH OF THE CENTER
 AX0982'OF THE ROAD CROSSING, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
 AX0982
 AX0982                          STATION RECOVERY (1978)
 AX0982
 AX0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0982'RECOVERED IN GOOD CONDITION.
 AX0982
 AX0982                          STATION RECOVERY (1997)
 AX0982
 AX0982'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0432 ***********************************************************************
 BM0432  DESIGNATION -  V 1225
 BM0432  PID         -  BM0432
 BM0432  STATE/COUNTY-  TX/BASTROP
 BM0432  USGS QUAD   -  BASTROP (1982)
 BM0432
 BM0432                         *CURRENT SURVEY CONTROL
 BM0432  ___________________________________________________________________
 BM0432* NAD 83(1986)-  30 06 33.     (N)    097 19 04.     (W)     SCALED    
 BM0432* NAVD 88     -       111.716  (meters)     366.52   (feet)  ADJUSTED  
 BM0432  ___________________________________________________________________
 BM0432  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BM0432  DYNAMIC HT  -         111.565 (meters)     366.03  (feet)  COMP
 BM0432  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 BM0432
 BM0432  VERT ORDER  -  FIRST     CLASS I
 BM0432
 BM0432.The horizontal coordinates were scaled from a topographic map and have
 BM0432.an estimated accuracy of +/- 6 seconds.
 BM0432
 BM0432.The orthometric height was determined by differential leveling
 BM0432.and adjusted by the National Geodetic Survey in June 1991..
 BM0432
 BM0432.The geoid height was determined by GEOID03.
 BM0432
 BM0432.The dynamic height is computed by dividing the NAVD 88
 BM0432.geopotential number by the normal gravity value computed on the
 BM0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0432.degrees latitude (g = 980.6199 gals.).
 BM0432
 BM0432.The modeled gravity was interpolated from observed gravity values.
 BM0432
 BM0432;                    North         East    Units  Estimated Accuracy
 BM0432;SPC TX C     - 3,052,990.      990,610.      MT  (+/- 180 meters Scaled)
 BM0432
 BM0432                          SUPERSEDED SURVEY CONTROL
 BM0432
 BM0432  NGVD 29 (??/??/92)  111.661  (m)          366.34   (f) ADJ UNCH    1 1
 BM0432
 BM0432.Superseded values are not recommended for survey control.
 BM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0432.See file dsdata.txt to determine how the superseded data were derived.
 BM0432
 BM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU620320(NAD 83)
 BM0432_MARKER: DB = BENCH MARK DISK
 BM0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0432_SP_SET: 26.0 FT
 BM0432_STAMPING: V 1225 1973
 BM0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0432
 BM0432  HISTORY     - Date     Condition        Report By
 BM0432  HISTORY     - 1973     MONUMENTED       NGS
 BM0432  HISTORY     - 1978     GOOD             NGS
 BM0432  HISTORY     - 1987     GOOD             USPSQD
 BM0432  HISTORY     - 19951226 GOOD             USPSQD
 BM0432  HISTORY     - 19990522 GOOD             USPSQD
 BM0432  HISTORY     - 20031112 GOOD             USPSQD
 BM0432
 BM0432                          STATION DESCRIPTION
 BM0432
 BM0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0432'IN BASTROP.
 BM0432'FROM ABOUT 133.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE COUNTY
 BM0432'COURTHOUSE AT BASTROP IN THE NORTHEAST CORNER OF THE LAWN, 35.5 FEET
 BM0432'WEST OF THE CENTER LINE OF PECAN ST., 27.0 FEET SOUTH OF THE CENTER
 BM0432'LINE OF PINE ST., 7.3 FEET NORTHEAST OF A GRANITE MONUMENT MAJOR
 BM0432'JOSEPH D SAYERS, 1.0 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 BM0432'SIDEWALK, 1.0 WEST OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, 0.4 MILES
 BM0432'WEST SOUTH WEST OF THE BENCH MARK F 805 LOCATED AT THE MISSOURI,
 BM0432'KANSAS AND TEXAS RAILROAD STATION WHICH WAS ABOUT LEVEL WITH THE
 BM0432'STREET, AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH
 BM0432'THE GROUND PROTECTED BY 6-IN. IRON PIPE.  THE ROD WAS DRIVEN TO A
 BM0432'REFUSAL OF ABOUT 26.0 FEET.
 BM0432
 BM0432                          STATION RECOVERY (1978)
 BM0432
 BM0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0432'RECOVERED IN GOOD CONDITION.
 BM0432
 BM0432                          STATION RECOVERY (1987)
 BM0432
 BM0432'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 BM0432'RECOVERED IN GOOD CONDITION.
 BM0432
 BM0432                          STATION RECOVERY (1995)
 BM0432
 BM0432'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0432'RECOVERED IN GOOD CONDITION.
 BM0432
 BM0432                          STATION RECOVERY (1999)
 BM0432
 BM0432'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0432'RECOVERED IN GOOD CONDITION.
 BM0432
 BM0432                          STATION RECOVERY (2003)
 BM0432
 BM0432'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1028 ***********************************************************************
 AW1028  DESIGNATION -  V 1226
 AW1028  PID         -  AW1028
 AW1028  STATE/COUNTY-  TX/HARRIS
 AW1028  USGS QUAD   -  LEAGUE CITY (1995)
 AW1028
 AW1028                         *CURRENT SURVEY CONTROL
 AW1028  ___________________________________________________________________
 AW1028* NAD 83(1986)-  29 33 26.     (N)    095 04 32.     (W)     SCALED    
 AW1028* NAVD 88     -         1.84   (+/-2cm)       6.0    (feet)  VERTCON   
 AW1028  ___________________________________________________________________
 AW1028  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1028
 AW1028  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1028
 AW1028.The horizontal coordinates were scaled from a topographic map and have
 AW1028.an estimated accuracy of +/- 6 seconds.
 AW1028
 AW1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1028.The vertical order pertains to the NGVD 29 superseded value.
 AW1028
 AW1028.The geoid height was determined by GEOID03.
 AW1028
 AW1028;                    North         East    Units  Estimated Accuracy
 AW1028;SPC TXSC     - 4,197,430.      980,200.      MT  (+/- 180 meters Scaled)
 AW1028
 AW1028                          SUPERSEDED SURVEY CONTROL
 AW1028
 AW1028  NGVD 29 (??/??/??)    1.840  (m)            6.04   (f) ADJUSTED    1 1
 AW1028
 AW1028.Superseded values are not recommended for survey control.
 AW1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1028.See file dsdata.txt to determine how the superseded data were derived.
 AW1028
 AW1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN989715(NAD 83)
 AW1028_MARKER: DD = SURVEY DISK
 AW1028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1028_SP_SET: BRIDGE CURB
 AW1028_STAMPING: V 1226 1976
 AW1028_MARK LOGO: TXHD  
 AW1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1028+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW1028
 AW1028  HISTORY     - Date     Condition        Report By
 AW1028  HISTORY     - UNK      MONUMENTED       TXHD
 AW1028  HISTORY     - 1976     GOOD             NGS
 AW1028  HISTORY     - 1978     GOOD             NGS
 AW1028  HISTORY     - 1983     GOOD             NGS
 AW1028  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW1028  HISTORY     - 20031104 GOOD             USPSQD
 AW1028  HISTORY     - 20050114 GOOD             USPSQD
 AW1028
 AW1028                          STATION DESCRIPTION
 AW1028
 AW1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1028'3 MI NE FROM WEBSTER.
 AW1028'3 MILES NE ALONG NASA 1 ROAD FROM THE JCT OF STATE HWY 3 AT WEBSTER,
 AW1028'SET IN THE TOP OF THE CURB OF THE NE BOUND LANES OF NASA 1 AND ON THE
 AW1028'SOUTH SIDE AND IN THE SW END OF THE CURB.  19.8 FEET SE OF THE
 AW1028'CENTERLINE OF THE NE BOUND LANES.  82 FEET NORTH OF THE NASSAU BAY
 AW1028'CITY LIMIT SIGN.
 AW1028'THE MARK IS 1 M ABOVE NASA 1.
 AW1028
 AW1028                          STATION RECOVERY (1978)
 AW1028
 AW1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1028'RECOVERED IN GOOD CONDITION.
 AW1028
 AW1028                          STATION RECOVERY (1983)
 AW1028
 AW1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1028'RECOVERED IN GOOD CONDITION.  NOTE, WILL PROBABLY BE DESTROYED IN THE
 AW1028'NEAR FUTURE DUE TO BRIDGE RECONSTRUCTION.
 AW1028
 AW1028                          STATION RECOVERY (1998)
 AW1028
 AW1028'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1028'MARK NOT FOUND.
 AW1028
 AW1028                          STATION RECOVERY (2003)
 AW1028
 AW1028'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1028'RECOVERED IN GOOD CONDITION.
 AW1028
 AW1028                          STATION RECOVERY (2005)
 AW1028
 AW1028'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0671 ***********************************************************************
 AN0671  DESIGNATION -  V 123
 AN0671  PID         -  AN0671
 AN0671  STATE/COUNTY-  TX/VICTORIA
 AN0671  USGS QUAD   -  BLOOMINGTON (1995)
 AN0671
 AN0671                         *CURRENT SURVEY CONTROL
 AN0671  ___________________________________________________________________
 AN0671* NAD 83(1986)-  28 45 00.     (N)    096 55 12.     (W)     SCALED    
 AN0671* NAVD 88     -        23.54   (+/-2cm)      77.2    (feet)  VERTCON   
 AN0671  ___________________________________________________________________
 AN0671  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0671
 AN0671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0671
 AN0671.The horizontal coordinates were scaled from a topographic map and have
 AN0671.an estimated accuracy of +/- 6 seconds.
 AN0671
 AN0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0671.The vertical order pertains to the NGVD 29 superseded value.
 AN0671
 AN0671.The geoid height was determined by GEOID03.
 AN0671
 AN0671;                    North         East    Units  Estimated Accuracy
 AN0671;SPC TXSC     - 4,103,400.      803,130.      MT  (+/- 180 meters Scaled)
 AN0671
 AN0671                          SUPERSEDED SURVEY CONTROL
 AN0671
 AN0671  NGVD 29 (??/??/92)   23.646  (m)           77.58   (f) ADJ UNCH    2 0
 AN0671
 AN0671.Superseded values are not recommended for survey control.
 AN0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0671.See file dsdata.txt to determine how the superseded data were derived.
 AN0671
 AN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS031820(NAD 83)
 AN0671_MARKER: DB = BENCH MARK DISK
 AN0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0671_STAMPING: V 123 1933
 AN0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0671+STABILITY: SURFACE MOTION
 AN0671
 AN0671  HISTORY     - Date     Condition        Report By
 AN0671  HISTORY     - 1933     MONUMENTED       CGS
 AN0671  HISTORY     - 1959     GOOD             NGS
 AN0671  HISTORY     - 1990     GOOD             USPSQD
 AN0671  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0671
 AN0671                          STATION DESCRIPTION
 AN0671
 AN0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AN0671'IN GUADALUPE.
 AN0671'AT GUADALUPE, VICTORIA COUNTY, 0.3 MILE SOUTHEAST ALONG THE TEXAS AND
 AN0671'NEW ORLEANS RAILROAD FROM THE PUBLIC SCHOOL, 5 POLES NORTHWEST OF
 AN0671'MILEPOST 21, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET
 AN0671'NORTHWEST OF A POLE, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 AN0671'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 123 1933
 AN0671'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE
 AN0671'GROUND.
 AN0671
 AN0671                          STATION RECOVERY (1990)
 AN0671
 AN0671'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0671'RECOVERED IN GOOD CONDITION.
 AN0671
 AN0671                          STATION RECOVERY (1991)
 AN0671
 AN0671'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0319 ***********************************************************************
 EM0319  DESIGNATION -  V 123
 EM0319  PID         -  EM0319
 EM0319  STATE/COUNTY-  TX/WILBARGER
 EM0319  USGS QUAD   -  ODELL (1985)
 EM0319
 EM0319                         *CURRENT SURVEY CONTROL
 EM0319  ___________________________________________________________________
 EM0319* NAD 83(1986)-  34 18 39.     (N)    099 26 42.     (W)     SCALED    
 EM0319* NAVD 88     -       408.580  (meters)    1340.48   (feet)  ADJUSTED  
 EM0319  ___________________________________________________________________
 EM0319  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 EM0319  DYNAMIC HT  -         408.123 (meters)    1338.98  (feet)  COMP
 EM0319  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 EM0319
 EM0319  VERT ORDER  -  SECOND    CLASS 0
 EM0319
 EM0319.The horizontal coordinates were scaled from a topographic map and have
 EM0319.an estimated accuracy of +/- 6 seconds.
 EM0319
 EM0319.The orthometric height was determined by differential leveling
 EM0319.and adjusted by the National Geodetic Survey in June 1991..
 EM0319
 EM0319.The geoid height was determined by GEOID03.
 EM0319
 EM0319.The dynamic height is computed by dividing the NAVD 88
 EM0319.geopotential number by the normal gravity value computed on the
 EM0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0319.degrees latitude (g = 980.6199 gals.).
 EM0319
 EM0319.The modeled gravity was interpolated from observed gravity values.
 EM0319
 EM0319;                    North         East    Units  Estimated Accuracy
 EM0319;SPC TXNC     - 2,293,630.      513,010.      MT  (+/- 180 meters Scaled)
 EM0319
 EM0319                          SUPERSEDED SURVEY CONTROL
 EM0319
 EM0319  NGVD 29 (??/??/92)  408.431  (m)         1339.99   (f) ADJ UNCH    2 0
 EM0319
 EM0319.Superseded values are not recommended for survey control.
 EM0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0319.See file dsdata.txt to determine how the superseded data were derived.
 EM0319
 EM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC590967(NAD 83)
 EM0319_MARKER: DB = BENCH MARK DISK
 EM0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0319_SP_SET: BRIDGE
 EM0319_STAMPING: V 123 1961
 EM0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0319
 EM0319  HISTORY     - Date     Condition        Report By
 EM0319  HISTORY     - 1961     MONUMENTED       CGS
 EM0319  HISTORY     - 1982     GOOD             LOCSUR
 EM0319
 EM0319                          STATION DESCRIPTION
 EM0319
 EM0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0319'7.0 MI NE FROM CHILLICOTHE.
 EM0319'7.0 MILES NORTH AND EAST ALONG FARM ROAD 91 FROM THE JUNCTION OF U.S.
 EM0319'HIGHWAY 287 AND FARM ROAD 91 IN CHILLICOTHE, 14.6 FEET SOUTH OF THE
 EM0319'CENTER OF THE HIGHWAY, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE
 EM0319'SOUTH HEADWALL OF A LARGE CONCRETE BRIDGE AND 1 FOOT HIGHER THAN THE
 EM0319'HIGHWAY.
 EM0319
 EM0319                          STATION RECOVERY (1982)
 EM0319
 EM0319'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 EM0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0729 ***********************************************************************
 CD0729  DESIGNATION -  V 1235
 CD0729  PID         -  CD0729
 CD0729  STATE/COUNTY-  TX/CULBERSON
 CD0729  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0729
 CD0729                         *CURRENT SURVEY CONTROL
 CD0729  ___________________________________________________________________
 CD0729* NAD 83(1986)-  31 51 40.     (N)    104 49 48.     (W)     SCALED    
 CD0729* NAVD 88     -      1618.437  (meters)    5309.82   (feet)  ADJUSTED  
 CD0729  ___________________________________________________________________
 CD0729  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0729  DYNAMIC HT  -        1615.904 (meters)    5301.51  (feet)  COMP
 CD0729  MODELED GRAV-     979,016.6   (mgal)                       NAVD 88
 CD0729
 CD0729  VERT ORDER  -  FIRST     CLASS I
 CD0729
 CD0729.The horizontal coordinates were scaled from a topographic map and have
 CD0729.an estimated accuracy of +/- 6 seconds.
 CD0729
 CD0729.The orthometric height was determined by differential leveling
 CD0729.and adjusted by the National Geodetic Survey in June 1991..
 CD0729
 CD0729.The geoid height was determined by GEOID03.
 CD0729
 CD0729.The dynamic height is computed by dividing the NAVD 88
 CD0729.geopotential number by the normal gravity value computed on the
 CD0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0729.degrees latitude (g = 980.6199 gals.).
 CD0729
 CD0729.The modeled gravity was interpolated from observed gravity values.
 CD0729
 CD0729;                    North         East    Units  Estimated Accuracy
 CD0729;SPC TX C     - 3,251,880.      274,580.      MT  (+/- 180 meters Scaled)
 CD0729
 CD0729                          SUPERSEDED SURVEY CONTROL
 CD0729
 CD0729  NGVD 29 (??/??/92) 1617.814  (m)         5307.78   (f) ADJ UNCH    1 1
 CD0729
 CD0729.Superseded values are not recommended for survey control.
 CD0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0729.See file dsdata.txt to determine how the superseded data were derived.
 CD0729
 CD0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER160250(NAD 83)
 CD0729_MARKER: DB = BENCH MARK DISK
 CD0729_SETTING: 66 = SET IN ROCK OUTCROP
 CD0729_SP_SET: ROCK CUT
 CD0729_STAMPING: V 1235 1977
 CD0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0729+STABILITY: POSITION/ELEVATION WELL
 CD0729
 CD0729  HISTORY     - Date     Condition        Report By
 CD0729  HISTORY     - 1977     MONUMENTED       NGS
 CD0729
 CD0729                          STATION DESCRIPTION
 CD0729
 CD0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0729'3.4 MI SW FROM PINE SPRINGS.
 CD0729'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0729'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS,
 CD0729'33 FT. NORTH OF THE CENTER LINE OF THE WEST-BOUND LANES OF THE
 CD0729'HIGHWAY, 106 FT. NORTHEAST OF THE CENTER OF A 2.5 FT. ROUND,
 CD0729'IRON, MANHOLE COVER IN THE TOP OF THE CONCRETE MEDIAN OF THE
 CD0729'HIGHWAY, 16 FT. NORTHEAST OF THE EAST END OF THE NORTH
 CD0729'CONCRETE CURB FOR THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF
 CD0729'THE NORTH, ROCK CUT FOR THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0642 ***********************************************************************
 AW0642  DESIGNATION -  V 1237
 AW0642  PID         -  AW0642
 AW0642  STATE/COUNTY-  TX/GALVESTON
 AW0642  USGS QUAD   -  SAN LUIS PASS (1974)
 AW0642
 AW0642                         *CURRENT SURVEY CONTROL
 AW0642  ___________________________________________________________________
 AW0642* NAD 83(1986)-  29 06 34.     (N)    095 05 18.     (W)     SCALED    
 AW0642* NAVD 88     -         2.509  (meters)       8.23   (feet)  ADJUSTED  
 AW0642  ___________________________________________________________________
 AW0642  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AW0642  DYNAMIC HT  -           2.506 (meters)       8.22  (feet)  COMP
 AW0642  MODELED GRAV-     979,246.1   (mgal)                       NAVD 88
 AW0642
 AW0642  VERT ORDER  -  FIRST     CLASS I
 AW0642
 AW0642.The horizontal coordinates were scaled from a topographic map and have
 AW0642.an estimated accuracy of +/- 6 seconds.
 AW0642
 AW0642.The orthometric height was determined by differential leveling
 AW0642.and adjusted by the National Geodetic Survey in June 1991..
 AW0642
 AW0642.The geoid height was determined by GEOID03.
 AW0642
 AW0642.The dynamic height is computed by dividing the NAVD 88
 AW0642.geopotential number by the normal gravity value computed on the
 AW0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0642.degrees latitude (g = 980.6199 gals.).
 AW0642
 AW0642.The modeled gravity was interpolated from observed gravity values.
 AW0642
 AW0642;                    North         East    Units  Estimated Accuracy
 AW0642;SPC TXSC     - 4,147,790.      980,630.      MT  (+/- 180 meters Scaled)
 AW0642
 AW0642                          SUPERSEDED SURVEY CONTROL
 AW0642
 AW0642  NGVD 29 (12/23/87)    2.506  (m)            8.22   (f) ADJUSTED    1 1
 AW0642
 AW0642.Superseded values are not recommended for survey control.
 AW0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0642.See file dsdata.txt to determine how the superseded data were derived.
 AW0642
 AW0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN967219(NAD 83)
 AW0642_MARKER: DB = BENCH MARK DISK
 AW0642_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0642_SP_SET: GALVANIZED STEEL ROD
 AW0642_STAMPING: V 1237 1978
 AW0642_MARK LOGO: NGS   
 AW0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0642+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 AW0642
 AW0642  HISTORY     - Date     Condition        Report By
 AW0642  HISTORY     - 1978     MONUMENTED       NGS
 AW0642  HISTORY     - 1987     GOOD             NGS
 AW0642  HISTORY     - 1990     GOOD             USPSQD
 AW0642  HISTORY     - 19910518 GOOD             USPSQD
 AW0642  HISTORY     - 20041213 GOOD             USPSQD
 AW0642  HISTORY     - 20051218 GOOD             USPSQD
 AW0642
 AW0642                          STATION DESCRIPTION
 AW0642
 AW0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0642'9.0 MI SW FROM JAMAICA BEACH.
 AW0642'9.0 MILES SOUTHWEST ALONG FM 3005 FROM THE JUNCTION OF BUCCANEER
 AW0642'DRIVE IN THE SMALL VILLAGE OF JAMAICA BEACH, 60 FT. NORTHWEST OF THE
 AW0642'CENTERLINE OF FM 3005, 4 FT. SOUTHWEST OF A POWERLINE POLE, 1 FT.
 AW0642'SOUTHEAST OF A FENCE.
 AW0642
 AW0642                          STATION RECOVERY (1987)
 AW0642
 AW0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0642'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.0 KM (8.7
 AW0642'MI) SOUTHWEST ALONG FARM MARKET ROAD 3005 FROM THE JUNCTION OF
 AW0642'BUCCANEER DRIVE IN JAMACIA BEACH, THENCE 0.2 KM (0.1 MI) SOUTHEAST
 AW0642'ALONG WINDLASS ROAD, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG AN OLD
 AW0642'HIGHWAY GRADE, 3.4 KM (2.10 MI) NORTHEAST OF THE NORTHEAST END OF THE
 AW0642'SAN LUIS PASS BRIDGE, 19.8 M (65.0 FT) NORTHWEST OF THE CENTER OF THE
 AW0642'HIGHWAY GRADE, 18.7 M (61.4 FT) NORTHEAST OF A FIRE HYDRANT, AND 7.0 M
 AW0642'(23.0 FT) SOUTHEAST OF THE CENTER OF A SEWER MANHOLE COVER.
 AW0642'THE MARK IS 0.1 METERS  W FROM  A WITNESS POST
 AW0642'THE MARK IS ABOVE LEVEL WITH THE OLD ROAD.
 AW0642
 AW0642                          STATION RECOVERY (1990)
 AW0642
 AW0642'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0642'RECOVERED IN GOOD CONDITION.
 AW0642
 AW0642                          STATION RECOVERY (1991)
 AW0642
 AW0642'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0642'RECOVERED IN GOOD CONDITION.
 AW0642
 AW0642                          STATION RECOVERY (2004)
 AW0642
 AW0642'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0642'RECOVERED IN GOOD CONDITION.
 AW0642
 AW0642                          STATION RECOVERY (2005)
 AW0642
 AW0642'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0642'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1673 ***********************************************************************
 AN1673  DESIGNATION -  V 124 RESET 1958
 AN1673  PID         -  AN1673
 AN1673  STATE/COUNTY-  TX/DE WITT
 AN1673  USGS QUAD   -  RUNGE (1987)
 AN1673
 AN1673                         *CURRENT SURVEY CONTROL
 AN1673  ___________________________________________________________________
 AN1673* NAD 83(1986)-  28 55 04.     (N)    097 38 04.     (W)     SCALED    
 AN1673* NAVD 88     -       104.06   (+/-2cm)     341.4    (feet)  VERTCON   
 AN1673  ___________________________________________________________________
 AN1673  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN1673
 AN1673  VERT ORDER  -  THIRD (See Below)
 AN1673
 AN1673.The horizontal coordinates were scaled from a topographic map and have
 AN1673.an estimated accuracy of +/- 6 seconds.
 AN1673
 AN1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1673.The vertical order pertains to the NGVD 29 superseded value.
 AN1673
 AN1673.The geoid height was determined by GEOID03.
 AN1673
 AN1673;                    North         East    Units  Estimated Accuracy
 AN1673;SPC TXSC     - 4,120,960.      733,150.      MT  (+/- 180 meters Scaled)
 AN1673
 AN1673                          SUPERSEDED SURVEY CONTROL
 AN1673
 AN1673  NGVD 29 (??/??/??)  104.05   (m)          341.4    (f) RESET       3  
 AN1673
 AN1673.Superseded values are not recommended for survey control.
 AN1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1673.See file dsdata.txt to determine how the superseded data were derived.
 AN1673
 AN1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS331996(NAD 83)
 AN1673_MARKER: DB = BENCH MARK DISK
 AN1673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1673_SP_SET: CULVERT
 AN1673_STAMPING: V 124 RESET 1958
 AN1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1673
 AN1673  HISTORY     - Date     Condition        Report By
 AN1673  HISTORY     - 1958     MONUMENTED       TXHD
 AN1673  HISTORY     - 1959     GOOD             TXHD
 AN1673
 AN1673                          STATION DESCRIPTION
 AN1673
 AN1673'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AN1673'1.5 MI W FROM NORDHEIM.
 AN1673'1.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1673'STATION AT NORDHEIM, DE WITT COUNTY, ONE POLE WEST OF MILEPOST 161,
 AN1673'OPPOSITE TRESTLE 161 A, AT A TRIPLE 8 BY 8 FOOT CONCRETE-BOX CULVERT
 AN1673'ON STATE HIGHWAY 72, AND IN THE TOP OF THE SOUTHWEST CONCRETE
 AN1673'HEADWALL.  A STANDARD DISK, STAMPED V 124 RESET 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1482 ***********************************************************************
 AW1482  DESIGNATION -  V 1241
 AW1482  PID         -  AW1482
 AW1482  STATE/COUNTY-  TX/CHAMBERS
 AW1482  USGS QUAD   -  COVE (1993)
 AW1482
 AW1482                         *CURRENT SURVEY CONTROL
 AW1482  ___________________________________________________________________
 AW1482* NAD 83(1986)-  29 50 03.     (N)    094 46 48.     (W)     SCALED    
 AW1482* NAVD 88     -         1.25   (+/-2cm)       4.1    (feet)  VERTCON   
 AW1482  ___________________________________________________________________
 AW1482  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW1482
 AW1482  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1482
 AW1482.The horizontal coordinates were scaled from a topographic map and have
 AW1482.an estimated accuracy of +/- 6 seconds.
 AW1482
 AW1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1482.The vertical order pertains to the NGVD 29 superseded value.
 AW1482
 AW1482.The geoid height was determined by GEOID03.
 AW1482
 AW1482;                    North         East    Units  Estimated Accuracy
 AW1482;SPC TXSC     - 4,229,110.    1,007,720.      MT  (+/- 180 meters Scaled)
 AW1482
 AW1482                          SUPERSEDED SURVEY CONTROL
 AW1482
 AW1482  NGVD 29 (??/??/92)    1.251  (m)            4.10   (f) ADJ UNCH    1 2
 AW1482
 AW1482.Superseded values are not recommended for survey control.
 AW1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1482.See file dsdata.txt to determine how the superseded data were derived.
 AW1482
 AW1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP280017(NAD 83)
 AW1482_MARKER: DB = BENCH MARK DISK
 AW1482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1482_SP_SET: HEADWALL CULVERT
 AW1482_STAMPING: V 1241 1978
 AW1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1482
 AW1482  HISTORY     - Date     Condition        Report By
 AW1482  HISTORY     - 1978     MONUMENTED       NGS
 AW1482  HISTORY     - 19891102 MARK NOT FOUND   USPSQD
 AW1482  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1482  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW1482  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1482
 AW1482                          STATION DESCRIPTION
 AW1482
 AW1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1482'1.5 MI EAST FROM COVE.
 AW1482'ABOUT 1.5 MILES EAST ALONG INTERSTATE HIGHWAY 10 FROM THE OVERPASS
 AW1482'OVER FARM ROAD 565 IN THE EAST END OF THE NORTH HEADWALL OF CONCRETE
 AW1482'CULVERT, 150 FEET NORTHWEST OF A FENCE RUNNING EAST AND WEST, 93 FEET
 AW1482'SOUTH-SOUTHEAST OF THE CENTERLINE OF EAST BOUND LANE OF INTERSTATE
 AW1482'10, 32 FEET NORTH OF CENTERLANE OF TRACK ROAD.
 AW1482
 AW1482                          STATION RECOVERY (1989)
 AW1482
 AW1482'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1482'MARK NOT FOUND.
 AW1482
 AW1482                          STATION RECOVERY (1990)
 AW1482
 AW1482'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1482'MARK NOT FOUND.
 AW1482
 AW1482                          STATION RECOVERY (1996)
 AW1482
 AW1482'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1482'MARK NOT FOUND.
 AW1482
 AW1482                          STATION RECOVERY (2001)
 AW1482
 AW1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1482'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1388 ***********************************************************************
 AW1388  DESIGNATION -  V 1242
 AW1388  PID         -  AW1388
 AW1388  STATE/COUNTY-  TX/GALVESTON
 AW1388  USGS QUAD   -  HIGH ISLAND (1994)
 AW1388
 AW1388                         *CURRENT SURVEY CONTROL
 AW1388  ___________________________________________________________________
 AW1388* NAD 83(1986)-  29 33 00.     (N)    094 23 19.     (W)     SCALED    
 AW1388* NAVD 88     -         1.10   (+/-2cm)       3.6    (feet)  VERTCON   
 AW1388  ___________________________________________________________________
 AW1388  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1388
 AW1388  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1388
 AW1388.The horizontal coordinates were scaled from a topographic map and have
 AW1388.an estimated accuracy of +/- 6 seconds.
 AW1388
 AW1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1388.The vertical order pertains to the NGVD 29 superseded value.
 AW1388
 AW1388.The geoid height was determined by GEOID03.
 AW1388
 AW1388;                    North         East    Units  Estimated Accuracy
 AW1388;SPC TXSC     - 4,199,060.    1,046,760.      MT  (+/- 180 meters Scaled)
 AW1388
 AW1388                          SUPERSEDED SURVEY CONTROL
 AW1388
 AW1388  NGVD 29 (??/??/92)    1.097  (m)            3.60   (f) ADJ UNCH    1 2
 AW1388
 AW1388.Superseded values are not recommended for survey control.
 AW1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1388.See file dsdata.txt to determine how the superseded data were derived.
 AW1388
 AW1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN654697(NAD 83)
 AW1388_MARKER: DB = BENCH MARK DISK
 AW1388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1388_SP_SET: CULVERT
 AW1388_STAMPING: V 1242 1978
 AW1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1388
 AW1388  HISTORY     - Date     Condition        Report By
 AW1388  HISTORY     - 1978     MONUMENTED       NGS
 AW1388  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1388  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 AW1388  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1388  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1388  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1388
 AW1388                          STATION DESCRIPTION
 AW1388
 AW1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1388'0.9 MI SOUTH FROM HIGH ISLAND.
 AW1388'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST
 AW1388'OFFICE AT HIGH ISLAND, SET IN TOP OF A 3X3 CONCRETE BOX CULVERT
 AW1388'HEADWALL, 216 FEET NORTHWEST AND ACROSS HIGHWAY 87 FROM A POWER
 AW1388'POLE WITH A U.S. ARMY CORPS OF ENGINEERS WITNESS SIGN, 168 FEET
 AW1388'SOUTHWEST AND ACROSS HIGHWAY 124 FROM A POWER POLE, 162 FEET
 AW1388'NORTHEAST AND ACROSS HIGHWAY 87 FROM A POWER POLE, 87 FEET
 AW1388'NORTHWEST OF CENTERLINE 87, AND 72 FEET SOUTHWEST OF CENTERLINE
 AW1388'OF HIGHWAY 124.
 AW1388
 AW1388                          STATION RECOVERY (1995)
 AW1388
 AW1388'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1388'MARK NOT FOUND.
 AW1388
 AW1388                          STATION RECOVERY (2001)
 AW1388
 AW1388'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1388'MARK NOT FOUND.
 AW1388
 AW1388                          STATION RECOVERY (2002)
 AW1388
 AW1388'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1388'MARK NOT FOUND.
 AW1388
 AW1388                          STATION RECOVERY (2003)
 AW1388
 AW1388'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1388'MARK NOT FOUND.
 AW1388
 AW1388                          STATION RECOVERY (2005)
 AW1388
 AW1388'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1745 ***********************************************************************
 AW1745  DESIGNATION -  V 1243
 AW1745  PID         -  AW1745
 AW1745  STATE/COUNTY-  TX/HARRIS
 AW1745  USGS QUAD   -  LA PORTE (1982)
 AW1745
 AW1745                         *CURRENT SURVEY CONTROL
 AW1745  ___________________________________________________________________
 AW1745* NAD 83(1986)-  29 41 17.     (N)    095 01 59.     (W)     SCALED    
 AW1745* NAVD 88     -         6.034  (meters)      19.80   (feet)  ADJUSTED  
 AW1745  ___________________________________________________________________
 AW1745  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1745  DYNAMIC HT  -           6.025 (meters)      19.77  (feet)  COMP
 AW1745  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AW1745
 AW1745  VERT ORDER  -  FIRST     CLASS II
 AW1745
 AW1745.The horizontal coordinates were scaled from a topographic map and have
 AW1745.an estimated accuracy of +/- 6 seconds.
 AW1745
 AW1745.The orthometric height was determined by differential leveling
 AW1745.and adjusted by the National Geodetic Survey in June 1991..
 AW1745
 AW1745.The geoid height was determined by GEOID03.
 AW1745
 AW1745.The dynamic height is computed by dividing the NAVD 88
 AW1745.geopotential number by the normal gravity value computed on the
 AW1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1745.degrees latitude (g = 980.6199 gals.).
 AW1745
 AW1745.The modeled gravity was interpolated from observed gravity values.
 AW1745
 AW1745;                    North         East    Units  Estimated Accuracy
 AW1745;SPC TXSC     - 4,212,060.      983,830.      MT  (+/- 180 meters Scaled)
 AW1745
 AW1745                          SUPERSEDED SURVEY CONTROL
 AW1745
 AW1745  NGVD 29 (12/23/87)    6.031  (m)           19.79   (f) ADJUSTED    1 2
 AW1745
 AW1745.Superseded values are not recommended for survey control.
 AW1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1745.See file dsdata.txt to determine how the superseded data were derived.
 AW1745
 AW1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN032859(NAD 83)
 AW1745_MARKER: DB = BENCH MARK DISK
 AW1745_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW1745+WITH SETTING: INFORMATION.
 AW1745_SP_SET: SHALLOW-SET METAL ROD
 AW1745_STAMPING: V 1243 1978
 AW1745_MARK LOGO: NGS   
 AW1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1745
 AW1745  HISTORY     - Date     Condition        Report By
 AW1745  HISTORY     - 1978     MONUMENTED       NGS
 AW1745  HISTORY     - 1983     GOOD             NGS
 AW1745  HISTORY     - 1987     GOOD             NGS
 AW1745  HISTORY     - 1988     GOOD             USPSQD
 AW1745  HISTORY     - 1988     GOOD             USPSQD
 AW1745  HISTORY     - 1989     GOOD             USPSQD
 AW1745  HISTORY     - 1989     GOOD             USPSQD
 AW1745  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1745
 AW1745                          STATION DESCRIPTION
 AW1745
 AW1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1745'2.3 MI NW FROM LA PORTE.
 AW1745'ABOUT 0.6 MILE WEST ALONG MAIN STREET FROM THE INTERSECTION OF
 AW1745'BROADWAY AND JACINTO IN LAPORTE, THENCE 1.5 MILES NORTH ALONG
 AW1745'STATE HIGHWAY 146, AND THENCE 0.2 MILE NORTHWEST ALONG STATE HIGHWAY
 AW1745'225.  222 FEET NORTH AND ACROSS THE EAST BOUND LANES OF HIGHWAY
 AW1745'225 FROM POWER POLE NUMBER CZ4-65T, 135 FEET NORTH OF THE CENTERLINE
 AW1745'OF EAST BOUND LANES OF STATE HIGHWAY 225, 93 FEET SOUTH OF THE
 AW1745'CENTERLINE OF WEST BOUND LANES OF STATE HIGHWAY 225, 30 FEET EAST
 AW1745'OF THE CENTERLINE OF A PAVED ROAD BETWEEN THE EAST AND WEST BOUND
 AW1745'LANES OF STATE HIGHWAY 225, AND 1 FOOT NORTH OF A POWER POLE.
 AW1745
 AW1745                          STATION RECOVERY (1983)
 AW1745
 AW1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1745'RECOVERED IN GOOD CONDITION.
 AW1745
 AW1745                          STATION RECOVERY (1987)
 AW1745
 AW1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1745'RECOVERED IN GOOD CONDITION.
 AW1745
 AW1745                          STATION RECOVERY (1988)
 AW1745
 AW1745'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1745'RECOVERED IN GOOD CONDITION.
 AW1745
 AW1745                          STATION RECOVERY (1988)
 AW1745
 AW1745'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1745'RECOVERED IN GOOD CONDITION.
 AW1745
 AW1745                          STATION RECOVERY (1989)
 AW1745
 AW1745'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1745'RECOVERED IN GOOD CONDITION.
 AW1745
 AW1745                          STATION RECOVERY (1989)
 AW1745
 AW1745'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1745'RECOVERED IN GOOD CONDITION.
 AW1745
 AW1745                          STATION RECOVERY (1993)
 AW1745
 AW1745'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1104 ***********************************************************************
 AW1104  DESIGNATION -  V 1245
 AW1104  PID         -  AW1104
 AW1104  STATE/COUNTY-  TX/HARRIS
 AW1104  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1104
 AW1104                         *CURRENT SURVEY CONTROL
 AW1104  ___________________________________________________________________
 AW1104* NAD 83(1986)-  29 37 21.     (N)    095 11 50.     (W)     SCALED    
 AW1104* NAVD 88     -        12.48   (+/-2cm)      40.9    (feet)  VERTCON   
 AW1104  ___________________________________________________________________
 AW1104  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW1104
 AW1104  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1104
 AW1104.The horizontal coordinates were scaled from a topographic map and have
 AW1104.an estimated accuracy of +/- 6 seconds.
 AW1104
 AW1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1104.The vertical order pertains to the NGVD 29 superseded value.
 AW1104
 AW1104.The geoid height was determined by GEOID03.
 AW1104
 AW1104;                    North         East    Units  Estimated Accuracy
 AW1104;SPC TXSC     - 4,204,270.      968,190.      MT  (+/- 180 meters Scaled)
 AW1104
 AW1104                          SUPERSEDED SURVEY CONTROL
 AW1104
 AW1104  NGVD 29 (??/??/??)   12.475  (m)           40.93   (f) ADJUSTED    1 2
 AW1104
 AW1104.Superseded values are not recommended for survey control.
 AW1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1104.See file dsdata.txt to determine how the superseded data were derived.
 AW1104
 AW1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN872789(NAD 83)
 AW1104_MARKER: DB = BENCH MARK DISK
 AW1104_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1104_SP_SET: STAINLESS STEEL ROD
 AW1104_STAMPING: V 1245 1978
 AW1104_MARK LOGO: NGS   
 AW1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1104+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW1104
 AW1104  HISTORY     - Date     Condition        Report By
 AW1104  HISTORY     - 1978     MONUMENTED       NGS
 AW1104  HISTORY     - 1983     GOOD             NGS
 AW1104  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1104  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1104  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1104  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1104  HISTORY     - 20050116 GOOD             USPSQD
 AW1104
 AW1104                          STATION DESCRIPTION
 AW1104
 AW1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1104'1.5 MI EAST FROM GENOA.
 AW1104'ABOUT 1.5 MILES EAST ALONG ALMEDA-FENOA ROAD FROM THE POST OFFICE
 AW1104'AT GENOA, AND THENCE 0.1 MILE SOUTH ON STATE HIGHWAY 3 TO THE JUNCTION
 AW1104'OF GENOA-RED BLUFF ROAD.  60 FEET SOUTH OF THE CENTERLINE OF THE
 AW1104'ROAD, 51 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE GALVESTON,
 AW1104'HOUSTON AND HENDERSON RAILROAD, 24 FEET NORTHEAST OF THE CENTERLINE
 AW1104'OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 1 FOOT NORTH OF POWER
 AW1104'POLE NUMBER 627.
 AW1104
 AW1104                          STATION RECOVERY (1983)
 AW1104
 AW1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1104'RECOVERED IN GOOD CONDITION, NOTE, 2.1 METERS (7.0 FT) SOUTHEAST OF A
 AW1104'METAL SUPPORT POLE.
 AW1104
 AW1104                          STATION RECOVERY (1987)
 AW1104
 AW1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1104'THERE HAS BEEN GRADING AT THIS LOCATION.
 AW1104
 AW1104                          STATION RECOVERY (1989)
 AW1104
 AW1104'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1104'MARK NOT FOUND.
 AW1104
 AW1104                          STATION RECOVERY (1990)
 AW1104
 AW1104'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1104'MARK NOT FOUND.
 AW1104
 AW1104                          STATION RECOVERY (1993)
 AW1104
 AW1104'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1104'MARK NOT FOUND.
 AW1104
 AW1104                          STATION RECOVERY (2005)
 AW1104
 AW1104'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0726 ***********************************************************************
 AW0726  DESIGNATION -  V 1247
 AW0726  PID         -  AW0726
 AW0726  STATE/COUNTY-  TX/LIBERTY
 AW0726  USGS QUAD   -  SHEEKS (1993)
 AW0726
 AW0726                         *CURRENT SURVEY CONTROL
 AW0726  ___________________________________________________________________
 AW0726* NAD 83(1986)-  29 53 40.     (N)    094 56 27.     (W)     SCALED    
 AW0726* NAVD 88     -        11.74   (+/-2cm)      38.5    (feet)  VERTCON   
 AW0726  ___________________________________________________________________
 AW0726  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW0726
 AW0726  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0726
 AW0726.The horizontal coordinates were scaled from a topographic map and have
 AW0726.an estimated accuracy of +/- 6 seconds.
 AW0726
 AW0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0726.The vertical order pertains to the NGVD 29 superseded value.
 AW0726
 AW0726.The geoid height was determined by GEOID03.
 AW0726
 AW0726;                    North         East    Units  Estimated Accuracy
 AW0726;SPC TX C     - 3,037,870.    1,220,680.      MT  (+/- 180 meters Scaled)
 AW0726
 AW0726                          SUPERSEDED SURVEY CONTROL
 AW0726
 AW0726  NGVD 29 (??/??/92)   11.744  (m)           38.53   (f) ADJ UNCH    1 2
 AW0726
 AW0726.Superseded values are not recommended for survey control.
 AW0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0726.See file dsdata.txt to determine how the superseded data were derived.
 AW0726
 AW0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP125086(NAD 83)
 AW0726_MARKER: DB = BENCH MARK DISK
 AW0726_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0726_SP_SET: GALVANIZED STEEL ROD
 AW0726_STAMPING: V 1247 1978
 AW0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0726+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0726
 AW0726  HISTORY     - Date     Condition        Report By
 AW0726  HISTORY     - 1978     MONUMENTED       NGS
 AW0726  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0726  HISTORY     - 20040317 GOOD             USPSQD
 AW0726
 AW0726                          STATION DESCRIPTION
 AW0726
 AW0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0726'5.3 MI NW FROM MONT BELVIEU.
 AW0726'0.4 MILE NORTHWEST ALONG LOOP 297 FROM THE METHODIST CHURCH AT
 AW0726'MONT BELVIEU, THENCE 1.30 MILES WEST ALONG FARM ROAD 1942,
 AW0726'THENCE 3.5 MILES NORTHWEST ALONG HATCHERVILLE ROAD, 0.1 MILE
 AW0726'NORTH OF HICKORY ISLAND GULLY, 84 FEET WEST OF THE CENTERLINE
 AW0726'OF HATCHERVILLE ROAD AND 1 FOOT NORTHEAST OF NORTHEAST CORNER
 AW0726'OF METAL BUILDING.
 AW0726'ROD WAS DRIVEN TO A REFUSAL OF 8 FEET.
 AW0726'DISK IS LEVEL WITH THE GROUND AND ACCESS TO WHICH IS HAS
 AW0726'THROUGH A FOUR INCH PLASTIC SCREW PLUG.
 AW0726
 AW0726                          STATION RECOVERY (1990)
 AW0726
 AW0726'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0726'MARK NOT FOUND.
 AW0726
 AW0726                          STATION RECOVERY (2004)
 AW0726
 AW0726'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0726'GO TO N29 53 39.9 W094 56 26.6 NO WITNESS POST BUT LOTS OF ORANGE TAPE
 AW0726'ON THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1825 ***********************************************************************
 BL1825  DESIGNATION -  V 1248
 BL1825  PID         -  BL1825
 BL1825  STATE/COUNTY-  TX/LIBERTY
 BL1825  USGS QUAD   -  DAYTON (1984)
 BL1825
 BL1825                         *CURRENT SURVEY CONTROL
 BL1825  ___________________________________________________________________
 BL1825* NAD 83(1986)-  30 02 47.     (N)    094 57 35.     (W)     SCALED    
 BL1825* NAVD 88     -        23.67   (+/-2cm)      77.7    (feet)  VERTCON   
 BL1825  ___________________________________________________________________
 BL1825  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL1825
 BL1825  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1825
 BL1825.The horizontal coordinates were scaled from a topographic map and have
 BL1825.an estimated accuracy of +/- 6 seconds.
 BL1825
 BL1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1825.The vertical order pertains to the NGVD 29 superseded value.
 BL1825
 BL1825.The geoid height was determined by GEOID03.
 BL1825
 BL1825;                    North         East    Units  Estimated Accuracy
 BL1825;SPC TX C     - 3,054,610.    1,218,050.      MT  (+/- 180 meters Scaled)
 BL1825
 BL1825                          SUPERSEDED SURVEY CONTROL
 BL1825
 BL1825  NGVD 29 (??/??/92)   23.671  (m)           77.66   (f) ADJ UNCH    1 2
 BL1825
 BL1825.Superseded values are not recommended for survey control.
 BL1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1825.See file dsdata.txt to determine how the superseded data were derived.
 BL1825
 BL1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP110255(NAD 83)
 BL1825_MARKER: DB = BENCH MARK DISK
 BL1825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1825_SP_SET: HEADWALL
 BL1825_STAMPING: V 1248 1978
 BL1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1825
 BL1825  HISTORY     - Date     Condition        Report By
 BL1825  HISTORY     - 1978     MONUMENTED       NGS
 BL1825  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL1825  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1825
 BL1825                          STATION DESCRIPTION
 BL1825
 BL1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1825'4.1 MI WEST FROM DAYTON.
 BL1825'4.1 MILES WEST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1825'HIGHWAY 321 AT DAYTON AND SET INTO THE EAST END OF THE NORTH
 BL1825'HEADWALL TO A TRIPLE BOX CULVERT AT THE T JUNCTION OF FARM ROAD
 BL1825'1960 AND A PAVED ROAD LEADING SOUTH.  55 FEET EAST OF THE
 BL1825'EXTENDED CENTERLINE OF THE PAVED ROAD LEADING SOUTH AND 24.6 FEET
 BL1825'NORTH OF THE CENTERLINE OF FARM ROAD 1960 AND 1 FOOT WEST OF THE
 BL1825'EAST END OF THE HEADWALL.
 BL1825
 BL1825                          STATION RECOVERY (1996)
 BL1825
 BL1825'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1825'MARK NOT FOUND.
 BL1825
 BL1825                          STATION RECOVERY (2004)
 BL1825
 BL1825'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0819 ***********************************************************************
 AW0819  DESIGNATION -  V 1249
 AW0819  PID         -  AW0819
 AW0819  STATE/COUNTY-  TX/HARRIS
 AW0819  USGS QUAD   -  HARMASTON (1982)
 AW0819
 AW0819                         *CURRENT SURVEY CONTROL
 AW0819  ___________________________________________________________________
 AW0819* NAD 83(1986)-  29 56 05.     (N)    095 12 43.     (W)     SCALED    
 AW0819* NAVD 88     -        17.194  (meters)      56.41   (feet)  ADJUSTED  
 AW0819  ___________________________________________________________________
 AW0819  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0819  DYNAMIC HT  -          17.170 (meters)      56.33  (feet)  COMP
 AW0819  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 AW0819
 AW0819  VERT ORDER  -  FIRST     CLASS II
 AW0819
 AW0819.The horizontal coordinates were scaled from a topographic map and have
 AW0819.an estimated accuracy of +/- 6 seconds.
 AW0819
 AW0819.The orthometric height was determined by differential leveling
 AW0819.and adjusted by the National Geodetic Survey in June 1991..
 AW0819
 AW0819.The geoid height was determined by GEOID03.
 AW0819
 AW0819.The dynamic height is computed by dividing the NAVD 88
 AW0819.geopotential number by the normal gravity value computed on the
 AW0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0819.degrees latitude (g = 980.6199 gals.).
 AW0819
 AW0819.The modeled gravity was interpolated from observed gravity values.
 AW0819
 AW0819;                    North         East    Units  Estimated Accuracy
 AW0819;SPC TXSC     - 4,238,820.      965,640.      MT  (+/- 180 meters Scaled)
 AW0819
 AW0819                          SUPERSEDED SURVEY CONTROL
 AW0819
 AW0819  NGVD 29 (12/23/87)   17.192  (m)           56.40   (f) ADJUSTED    1 2
 AW0819
 AW0819.Superseded values are not recommended for survey control.
 AW0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0819.See file dsdata.txt to determine how the superseded data were derived.
 AW0819
 AW0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP864136(NAD 83)
 AW0819_MARKER: DB = BENCH MARK DISK
 AW0819_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0819_SP_SET: STAINLESS STEEL ROD
 AW0819_STAMPING: V 1249 1978
 AW0819_MARK LOGO: NGS   
 AW0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0819+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AW0819
 AW0819  HISTORY     - Date     Condition        Report By
 AW0819  HISTORY     - 1978     MONUMENTED       NGS
 AW0819  HISTORY     - 1987     GOOD             NGS
 AW0819  HISTORY     - 1988     GOOD             USPSQD
 AW0819  HISTORY     - 20040330 GOOD             USPSQD
 AW0819
 AW0819                          STATION DESCRIPTION
 AW0819
 AW0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0819'9.3 MI SE FROM HUMBLE.
 AW0819'0.4 MILE EAST ALONG BARRETT ROAD, THENCE 4.5 MILES SOUTH ALONG OLD
 AW0819'HUMBLE ROAD, AND THENCE 4.4 MILES EAST ALONG NORTH BELT, AT A 90
 AW0819'DEGREE TURN IN NORTH BELT WHICH IS MARKED LOCKWOOD ON THE MAP (NOTE=
 AW0819'IN THE NEAR FUTURE NORTH BELT WILL CONTINUE EAST-SOUTHEAST AND THIS
 AW0819'SHOULD BE A T JUNCTION OF LOCKWOOD LEADING SOUTH), AT DIRT ROAD
 AW0819'LEADING NORTHEAST, 763 FEET WEST OF N 26 THD BENCH MARK, 91 FEET
 AW0819'NORTH OF THE CENTERLINE OF NORTH BELT, 89 FEET WEST OF THE EXTENDED
 AW0819'CENTERLINE OF LOCKWOOD ROAD (SOUTH), 87 FEET WEST OF THE WEST END OF
 AW0819'CATTLE GUARD, 2 FEET EAST OF WITNESS POST, AND 1.5 FEET SOUTH OF
 AW0819'BARBED WIRE FENCE, DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS
 AW0819'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW0819'NOTE=THIS IS A JUNCTION MARK.
 AW0819
 AW0819                          STATION RECOVERY (1987)
 AW0819
 AW0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0819'RECOVERED IN GOOD CONDITION.
 AW0819
 AW0819                          STATION RECOVERY (1988)
 AW0819
 AW0819'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0819'RECOVERED IN GOOD CONDITION.
 AW0819
 AW0819                          STATION RECOVERY (2004)
 AW0819
 AW0819'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1872 ***********************************************************************
 BL1872  DESIGNATION -  V 1250
 BL1872  PID         -  BL1872
 BL1872  STATE/COUNTY-  TX/MONTGOMERY
 BL1872  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1872
 BL1872                         *CURRENT SURVEY CONTROL
 BL1872  ___________________________________________________________________
 BL1872* NAD 83(1986)-  30 10 47.     (N)    095 41 53.     (W)     SCALED    
 BL1872* NAVD 88     -        74.08   (+/-2cm)     243.0    (feet)  VERTCON   
 BL1872  ___________________________________________________________________
 BL1872  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL1872
 BL1872  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1872
 BL1872.The horizontal coordinates were scaled from a topographic map and have
 BL1872.an estimated accuracy of +/- 6 seconds.
 BL1872
 BL1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1872.The vertical order pertains to the NGVD 29 superseded value.
 BL1872
 BL1872.The geoid height was determined by GEOID03.
 BL1872
 BL1872;                    North         East    Units  Estimated Accuracy
 BL1872;SPC TX C     - 3,066,180.    1,146,300.      MT  (+/- 180 meters Scaled)
 BL1872
 BL1872                          SUPERSEDED SURVEY CONTROL
 BL1872
 BL1872  NGVD 29 (04/06/79)   74.069  (m)          243.01   (f) ADJUSTED    1 2
 BL1872
 BL1872.Superseded values are not recommended for survey control.
 BL1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1872.See file dsdata.txt to determine how the superseded data were derived.
 BL1872
 BL1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP402417(NAD 83)
 BL1872_MARKER: DB = BENCH MARK DISK
 BL1872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1872_SP_SET: STAINLESS STEEL ROD
 BL1872_STAMPING: V 1250 1978
 BL1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1872
 BL1872  HISTORY     - Date     Condition        Report By
 BL1872  HISTORY     - 1978     MONUMENTED       NGS
 BL1872
 BL1872                          STATION DESCRIPTION
 BL1872
 BL1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1872'3.7 MI SE FROM MAGNOLIA.
 BL1872'3.7 MILES SOUTHEAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1872'CROSSING OF MAGNOLIA CONROE ROAD IN MAGNOLIA.  SET ON THE NORTH
 BL1872'CORNER OF COLEMAN ROAD AND FARM ROAD (FM) 1774, 51.4 FEET NORTHEAST
 BL1872'OF THE CENTERLINE OF FARM ROAD 1774, 41.5 FEET NORTHWEST OF THE
 BL1872'CENTER OF COLEMAN ROAD WHICH IS A DIRT ROAD THAT CROSSES THE TRACKS,
 BL1872'36 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.5 FEET SOUTHEAST OF
 BL1872'THE FIRST POLE NORTHWEST OF COLEMAN ROAD.  DISK IS SET LEVEL WITH THE
 BL1872'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2187 ***********************************************************************
 AW2187  DESIGNATION -  V 1251
 AW2187  PID         -  AW2187
 AW2187  STATE/COUNTY-  TX/WALLER
 AW2187  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2187
 AW2187                         *CURRENT SURVEY CONTROL
 AW2187  ___________________________________________________________________
 AW2187* NAD 83(1986)-  29 53 18.     (N)    095 54 56.     (W)     SCALED    
 AW2187* NAVD 88     -        55.82   (+/-2cm)     183.1    (feet)  VERTCON   
 AW2187  ___________________________________________________________________
 AW2187  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2187
 AW2187  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2187
 AW2187.The horizontal coordinates were scaled from a topographic map and have
 AW2187.an estimated accuracy of +/- 6 seconds.
 AW2187
 AW2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2187.The vertical order pertains to the NGVD 29 superseded value.
 AW2187
 AW2187.The geoid height was determined by GEOID03.
 AW2187
 AW2187;                    North         East    Units  Estimated Accuracy
 AW2187;SPC TXSC     - 4,231,680.      897,880.      MT  (+/- 180 meters Scaled)
 AW2187
 AW2187                          SUPERSEDED SURVEY CONTROL
 AW2187
 AW2187  NGVD 29 (04/06/79)   55.808  (m)          183.10   (f) ADJUSTED    1 2
 AW2187
 AW2187.Superseded values are not recommended for survey control.
 AW2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2187.See file dsdata.txt to determine how the superseded data were derived.
 AW2187
 AW2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP184099(NAD 83)
 AW2187_MARKER: DB = BENCH MARK DISK
 AW2187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2187_SP_SET: STAINLESS STEEL ROD
 AW2187_STAMPING: V 1251 1978
 AW2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2187+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2187
 AW2187  HISTORY     - Date     Condition        Report By
 AW2187  HISTORY     - 1978     MONUMENTED       NGS
 AW2187  HISTORY     - 20041014 GOOD             USPSQD
 AW2187
 AW2187                          STATION DESCRIPTION
 AW2187
 AW2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2187'12.6 MI NW FROM KATY.
 AW2187'6.1 MILES NORTH ALONG KATY HOCKLEY ROAD FROM THE JUNCTION OF U.S.
 AW2187'HIGHWAY 90 AND AVENUE D IN KATY, THENCE 4.0 MILES WEST ALONG FARM
 AW2187'ROAD (FM) 529, THENCE 1.0 MILE NORTH ALONG A PAVED ROAD LEADING NORTH,
 AW2187'AND THENCE 1.5 MILES WEST ALONG MORRISON ROAD, 37.5 FEET SOUTH OF THE
 AW2187'CENTERLINE OF MORRISON ROAD, 31 FEET EAST OF THE CENTER OF A METAL
 AW2187'GATE TO A PRIVATE ROAD LEADING SOUTH, 7 FEET EAST OF A NORTH AND
 AW2187'SOUTH FENCE, 1.5 FEET EAST OF A TELEPHONE POLE, AND 1.5 FEET SOUTH
 AW2187'OF THE SOUTHERN RIGHT OF WAY FENCE.  DISK IS LEVEL WITH THE GROUND,
 AW2187'ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW2187
 AW2187                          STATION RECOVERY (2004)
 AW2187
 AW2187'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2187'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1877 ***********************************************************************
 BL1877  DESIGNATION -  V 1252
 BL1877  PID         -  BL1877
 BL1877  STATE/COUNTY-  TX/HARRIS
 BL1877  USGS QUAD   -  TOMBALL (1979)
 BL1877
 BL1877                         *CURRENT SURVEY CONTROL
 BL1877  ___________________________________________________________________
 BL1877* NAD 83(1986)-  30 06 48.     (N)    095 34 51.     (W)     SCALED    
 BL1877* NAVD 88     -        46.061  (meters)     151.12   (feet)  ADJUSTED  
 BL1877  ___________________________________________________________________
 BL1877  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1877  DYNAMIC HT  -          45.999 (meters)     150.92  (feet)  COMP
 BL1877  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 BL1877
 BL1877  VERT ORDER  -  FIRST     CLASS II
 BL1877
 BL1877.The horizontal coordinates were scaled from a topographic map and have
 BL1877.an estimated accuracy of +/- 6 seconds.
 BL1877
 BL1877.The orthometric height was determined by differential leveling
 BL1877.and adjusted by the National Geodetic Survey in June 1991..
 BL1877
 BL1877.The geoid height was determined by GEOID03.
 BL1877
 BL1877.The dynamic height is computed by dividing the NAVD 88
 BL1877.geopotential number by the normal gravity value computed on the
 BL1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1877.degrees latitude (g = 980.6199 gals.).
 BL1877
 BL1877.The modeled gravity was interpolated from observed gravity values.
 BL1877
 BL1877;                    North         East    Units  Estimated Accuracy
 BL1877;SPC TXSC     - 4,257,510.      929,470.      MT  (+/- 180 meters Scaled)
 BL1877
 BL1877                          SUPERSEDED SURVEY CONTROL
 BL1877
 BL1877  NGVD 29 (12/23/87)   46.058  (m)          151.11   (f) ADJUSTED    1 2
 BL1877
 BL1877.Superseded values are not recommended for survey control.
 BL1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1877.See file dsdata.txt to determine how the superseded data were derived.
 BL1877
 BL1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP513341(NAD 83)
 BL1877_MARKER: DB = BENCH MARK DISK
 BL1877_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1877_SP_SET: HEADWALL
 BL1877_STAMPING: V 1252 1978
 BL1877_MARK LOGO: NGS   
 BL1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1877+STABILITY: SURFACE MOTION
 BL1877
 BL1877  HISTORY     - Date     Condition        Report By
 BL1877  HISTORY     - 1978     MONUMENTED       NGS
 BL1877  HISTORY     - 1986     GOOD             NGS
 BL1877  HISTORY     - 20050810 GOOD             GEOCAC
 BL1877
 BL1877                          STATION DESCRIPTION
 BL1877
 BL1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1877'1.2 MI SE FROM HUFFSMITH.
 BL1877'ABOUT 1.2 MILES SOUTHEAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM
 BL1877'THE POST OFFICE IN HUFFSMITH.  DISK IS SET IN THE SOUTHEAST END OF THE
 BL1877'NORTHEAST HEAD WALL TO A 4X6 BOX CULVERT, 0.2 MILE NORTHWEST OF
 BL1877'STUEBNER AIRLINE ROAD, 0.2 MILE NORTH OF RAILROAD TRESTLE BRIDGE
 BL1877'10.1, 70 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 15 FEET NORTHEAST OF
 BL1877'THE CENTERLINE, AND 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 BL1877'HEAD WALL.
 BL1877
 BL1877                          STATION RECOVERY (1986)
 BL1877
 BL1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1877'RECOVERED IN GOOD CONDITION.
 BL1877
 BL1877                          STATION RECOVERY (2005)
 BL1877
 BL1877'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1877'LAT/LON BY HANDHELD GPS (NAD83) N30 06 48.3  W095 34 51.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0083 ***********************************************************************
 AW0083  DESIGNATION -  V 1255
 AW0083  PID         -  AW0083
 AW0083  STATE/COUNTY-  TX/BRAZORIA
 AW0083  USGS QUAD   -  LAKE JACKSON (1974)
 AW0083
 AW0083                         *CURRENT SURVEY CONTROL
 AW0083  ___________________________________________________________________
 AW0083* NAD 83(1986)-  29 07 28.     (N)    095 25 50.     (W)     SCALED    
 AW0083* NAVD 88     -         6.72   (+/-2cm)      22.0    (feet)  VERTCON   
 AW0083  ___________________________________________________________________
 AW0083  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW0083
 AW0083  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0083
 AW0083.The horizontal coordinates were scaled from a topographic map and have
 AW0083.an estimated accuracy of +/- 6 seconds.
 AW0083
 AW0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0083.The vertical order pertains to the NGVD 29 superseded value.
 AW0083
 AW0083.The geoid height was determined by GEOID03.
 AW0083
 AW0083;                    North         East    Units  Estimated Accuracy
 AW0083;SPC TXSC     - 4,148,390.      947,290.      MT  (+/- 180 meters Scaled)
 AW0083
 AW0083                          SUPERSEDED SURVEY CONTROL
 AW0083
 AW0083  NGVD 29 (??/??/92)    6.732  (m)           22.09   (f) ADJ UNCH    1 1
 AW0083
 AW0083.Superseded values are not recommended for survey control.
 AW0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0083.See file dsdata.txt to determine how the superseded data were derived.
 AW0083
 AW0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN635242(NAD 83)
 AW0083_MARKER: DB = BENCH MARK DISK
 AW0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0083_SP_SET: HEADWALL
 AW0083_STAMPING: V 1255 1978
 AW0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0083
 AW0083  HISTORY     - Date     Condition        Report By
 AW0083  HISTORY     - 1978     MONUMENTED       NGS
 AW0083  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0083  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW0083
 AW0083                          STATION DESCRIPTION
 AW0083
 AW0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0083'2.3 MI SOUTH FROM ANGLETON.
 AW0083'2.3 MILES SOUTH ALONG THE MISSOURI AND PACIFIC RAILROAD TRACKS
 AW0083'FROM THE STATION AT ANGLETON, AT THE ENTRANCE TO AN AIRPORT
 AW0083'DEVELOPMENT PROJECT NOW UNDER CONSTRUCTION, ALSO LOCATED AT THE
 AW0083'JUNCTION OF OLD COUNTY ROAD 221 EAST, 12 FT WEST OF THE CENTERLINE
 AW0083'OF COUNTY ROAD 288, 30 FT NORTH OF THE EXTENDED CENTERLINE
 AW0083'OF COUNTY ROAD 221, 58 FT EAST OF THE EAST RAIL OF THE TRACKS,
 AW0083'SET IN THE TOP AND 1 FT NORTH OF THE SOUTH END OF THE WEST
 AW0083'CONCRETE HEADWALL OF A 3 X 5 FT CONCRETE BOX CULVERT.
 AW0083
 AW0083                          STATION RECOVERY (1989)
 AW0083
 AW0083'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0083'MARK NOT FOUND.
 AW0083
 AW0083                          STATION RECOVERY (1998)
 AW0083
 AW0083'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0141 ***********************************************************************
 AM0141  DESIGNATION -  V 1256
 AM0141  PID         -  AM0141
 AM0141  STATE/COUNTY-  TX/MATAGORDA
 AM0141  USGS QUAD   -  MATAGORDA (1972)
 AM0141
 AM0141                         *CURRENT SURVEY CONTROL
 AM0141  ___________________________________________________________________
 AM0141* NAD 83(1986)-  28 43 38.     (N)    095 57 14.     (W)     SCALED    
 AM0141* NAVD 88     -         4.12   (+/-2cm)      13.5    (feet)  VERTCON   
 AM0141  ___________________________________________________________________
 AM0141  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0141
 AM0141  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0141
 AM0141.The horizontal coordinates were scaled from a topographic map and have
 AM0141.an estimated accuracy of +/- 6 seconds.
 AM0141
 AM0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0141.The vertical order pertains to the NGVD 29 superseded value.
 AM0141
 AM0141.The geoid height was determined by GEOID03.
 AM0141
 AM0141;                    North         East    Units  Estimated Accuracy
 AM0141;SPC TXSC     - 4,102,940.      897,530.      MT  (+/- 180 meters Scaled)
 AM0141
 AM0141                          SUPERSEDED SURVEY CONTROL
 AM0141
 AM0141  NGVD 29 (??/??/92)    4.178  (m)           13.71   (f) ADJ UNCH    1 1
 AM0141
 AM0141.Superseded values are not recommended for survey control.
 AM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0141.See file dsdata.txt to determine how the superseded data were derived.
 AM0141
 AM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM114813(NAD 83)
 AM0141_MARKER: DB = BENCH MARK DISK
 AM0141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0141_SP_SET: STAINLESS STEEL ROD
 AM0141_STAMPING: V 1256 1978
 AM0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0141+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0141
 AM0141  HISTORY     - Date     Condition        Report By
 AM0141  HISTORY     - 1978     MONUMENTED       NGS
 AM0141  HISTORY     - 20060316 GOOD             USPSQD
 AM0141
 AM0141                          STATION DESCRIPTION
 AM0141
 AM0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0141'2.85 MI NORTH FROM MATAGORDA.
 AM0141'2.85 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AM0141'MATAGORDA, 51 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 173 FT.
 AM0141'SOUTH OF POWERLINE POLE 22872 BEARING A LARGE TRANSFORMER, 127 FT.
 AM0141'NORTH OF A TELEPHONE POLE, 10 FT. NORTH OF THE CENTER OF A GATE AND
 AM0141'THE CENTER LINE OF A SHELL ROAD LEADING EAST TO A BARNYARD.
 AM0141
 AM0141                          STATION RECOVERY (2006)
 AM0141
 AM0141'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0141'FOUND AS DESCRIBED.  GO TO N28 43 38.2 W095 57 15.4.  THE MARK IS 2
 AM0141'FOOT NORTH OF METAL WITNESS POST. IT IS 1 FOOT WEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0043 ***********************************************************************
 AH0043  DESIGNATION -  V 1257
 AH0043  PID         -  AH0043
 AH0043  STATE/COUNTY-  TX/ARANSAS
 AH0043  USGS QUAD   -  ESTES (1975)
 AH0043
 AH0043                         *CURRENT SURVEY CONTROL
 AH0043  ___________________________________________________________________
 AH0043* NAD 83(1986)-  27 55 59.     (N)    097 07 21.     (W)     SCALED    
 AH0043* NAVD 88     -         1.361  (meters)       4.47   (feet)  ADJUSTED  
 AH0043  ___________________________________________________________________
 AH0043  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AH0043  DYNAMIC HT  -           1.359 (meters)       4.46  (feet)  COMP
 AH0043  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 AH0043
 AH0043  VERT ORDER  -  FIRST     CLASS I
 AH0043
 AH0043.The horizontal coordinates were scaled from a topographic map and have
 AH0043.an estimated accuracy of +/- 6 seconds.
 AH0043
 AH0043.The orthometric height was determined by differential leveling
 AH0043.and adjusted by the National Geodetic Survey in June 1991..
 AH0043
 AH0043.The geoid height was determined by GEOID03.
 AH0043
 AH0043.The dynamic height is computed by dividing the NAVD 88
 AH0043.geopotential number by the normal gravity value computed on the
 AH0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0043.degrees latitude (g = 980.6199 gals.).
 AH0043
 AH0043.The modeled gravity was interpolated from observed gravity values.
 AH0043
 AH0043;                    North         East    Units  Estimated Accuracy
 AH0043;SPC TXSC     - 4,012,540.      784,810.      MT  (+/- 180 meters Scaled)
 AH0043
 AH0043                          SUPERSEDED SURVEY CONTROL
 AH0043
 AH0043.No superseded survey control is available for this station.
 AH0043
 AH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR847912(NAD 83)
 AH0043_MARKER: DB = BENCH MARK DISK
 AH0043_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0043_SP_SET: STAINLESS STEEL ROD
 AH0043_STAMPING: V 1257 1978
 AH0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0043
 AH0043  HISTORY     - Date     Condition        Report By
 AH0043  HISTORY     - 1978     MONUMENTED       NGS
 AH0043  HISTORY     - 1991     GOOD             USPSQD
 AH0043
 AH0043                          STATION DESCRIPTION
 AH0043
 AH0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0043'2.5 MI NE FROM ARANSAS PASS.
 AH0043'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF
 AH0043'STATE HIGHWAY 361 AT ARANSAS PASS, AT THE EXTREME NORTHEAST CORNER
 AH0043'OF AN OPEN PASTURE, 85 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 AH0043'31 FEET SOUTH OF A GUYED POWERLINE POLE, 23 FEET SOUTH OF A SHELL
 AH0043'ROAD AND 1 FOOT EAST OF A FENCE LINE.
 AH0043
 AH0043                          STATION RECOVERY (1991)
 AH0043
 AH0043'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AH0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0093 ***********************************************************************
 AO0093  DESIGNATION -  V 126
 AO0093  PID         -  AO0093
 AO0093  STATE/COUNTY-  TX/MCMULLEN
 AO0093  USGS QUAD   -  CALLIHAM (1967)
 AO0093
 AO0093                         *CURRENT SURVEY CONTROL
 AO0093  ___________________________________________________________________
 AO0093* NAD 83(1986)-  28 28 51.     (N)    098 21 00.     (W)     SCALED    
 AO0093* NAVD 88     -        70.135  (meters)     230.10   (feet)  ADJUSTED  
 AO0093  ___________________________________________________________________
 AO0093  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AO0093  DYNAMIC HT  -          70.031 (meters)     229.76  (feet)  COMP
 AO0093  MODELED GRAV-     979,165.1   (mgal)                       NAVD 88
 AO0093
 AO0093  VERT ORDER  -  SECOND    CLASS 0
 AO0093
 AO0093.The horizontal coordinates were scaled from a topographic map and have
 AO0093.an estimated accuracy of +/- 6 seconds.
 AO0093
 AO0093.The orthometric height was determined by differential leveling
 AO0093.and adjusted by the National Geodetic Survey in June 1991..
 AO0093
 AO0093.The geoid height was determined by GEOID03.
 AO0093
 AO0093.The dynamic height is computed by dividing the NAVD 88
 AO0093.geopotential number by the normal gravity value computed on the
 AO0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0093.degrees latitude (g = 980.6199 gals.).
 AO0093
 AO0093.The modeled gravity was interpolated from observed gravity values.
 AO0093
 AO0093;                    North         East    Units  Estimated Accuracy
 AO0093;SPC TXSC     - 4,071,940.      663,650.      MT  (+/- 180 meters Scaled)
 AO0093
 AO0093                          SUPERSEDED SURVEY CONTROL
 AO0093
 AO0093  NGVD 29 (??/??/92)   70.106  (m)          230.01   (f) ADJ UNCH    2 0
 AO0093
 AO0093.Superseded values are not recommended for survey control.
 AO0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0093.See file dsdata.txt to determine how the superseded data were derived.
 AO0093
 AO0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS636506(NAD 83)
 AO0093_MARKER: DB = BENCH MARK DISK
 AO0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0093_SP_SET: CONCRETE SLAB
 AO0093_STAMPING: V 126 1933 230.013
 AO0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0093
 AO0093  HISTORY     - Date     Condition        Report By
 AO0093  HISTORY     - 1933     MONUMENTED       CGS
 AO0093  HISTORY     - 1952     GOOD             USGS
 AO0093
 AO0093                          STATION DESCRIPTION
 AO0093
 AO0093'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0093'IN CALLIHAM.
 AO0093'AT CALLIHAM, MCMULLEN COUNTY, 70 FEET NORTH AND 36 FEET WEST OF THE
 AO0093'INTERSECTION OF CROSS ROADS, 57 FEET NORTHWEST OF THE
 AO0093'NORTHEAST-SOUTHWEST ROAD, AND 56 FEET NORTHEAST OF THE
 AO0093'NORTHWEST-SOUTHEAST ROAD.  A STANDARD DISK, STAMPED V 126 1933 230.013
 AO0093'AND SET IN A CONCRETE SLAB, FLUSH WITH THE GROUND.  NOTE-- THIS MARK
 AO0093'WAS ORIGINALLY SET IN THE CONCRETE STEP AT A GENERAL STORE. THE STORE
 AO0093'HAS BEEN DESTROYED BUT THE BOTTOM STEP WAS LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0123 ***********************************************************************
 AO0123  DESIGNATION -  V 127
 AO0123  PID         -  AO0123
 AO0123  STATE/COUNTY-  TX/LA SALLE
 AO0123  USGS QUAD   -  DULL (1969)
 AO0123
 AO0123                         *CURRENT SURVEY CONTROL
 AO0123  ___________________________________________________________________
 AO0123* NAD 83(1986)-  28 26 30.     (N)    098 54 58.     (W)     SCALED    
 AO0123* NAVD 88     -        99.823  (meters)     327.50   (feet)  ADJUSTED  
 AO0123  ___________________________________________________________________
 AO0123  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AO0123  DYNAMIC HT  -          99.673 (meters)     327.01  (feet)  COMP
 AO0123  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 AO0123
 AO0123  VERT ORDER  -  SECOND    CLASS 0
 AO0123
 AO0123.The horizontal coordinates were scaled from a topographic map and have
 AO0123.an estimated accuracy of +/- 6 seconds.
 AO0123
 AO0123.The orthometric height was determined by differential leveling
 AO0123.and adjusted by the National Geodetic Survey in June 1991..
 AO0123
 AO0123.The geoid height was determined by GEOID03.
 AO0123
 AO0123.The dynamic height is computed by dividing the NAVD 88
 AO0123.geopotential number by the normal gravity value computed on the
 AO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0123.degrees latitude (g = 980.6199 gals.).
 AO0123
 AO0123.The modeled gravity was interpolated from observed gravity values.
 AO0123
 AO0123;                    North         East    Units  Estimated Accuracy
 AO0123;SPC TXSC     - 4,067,430.      608,220.      MT  (+/- 180 meters Scaled)
 AO0123
 AO0123                          SUPERSEDED SURVEY CONTROL
 AO0123
 AO0123  NGVD 29 (??/??/92)   99.780  (m)          327.36   (f) ADJ UNCH    2 0
 AO0123
 AO0123.Superseded values are not recommended for survey control.
 AO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0123.See file dsdata.txt to determine how the superseded data were derived.
 AO0123
 AO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS082461(NAD 83)
 AO0123_MARKER: DB = BENCH MARK DISK
 AO0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0123_STAMPING: 327.329 V 127 1933
 AO0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0123+STABILITY: SURFACE MOTION
 AO0123
 AO0123  HISTORY     - Date     Condition        Report By
 AO0123  HISTORY     - 1933     MONUMENTED       CGS
 AO0123  HISTORY     - 1934     GOOD             NGS
 AO0123
 AO0123                          STATION DESCRIPTION
 AO0123
 AO0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0123'6.7 MI W FROM FOWLERTON.
 AO0123'6.7 MILES WEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0123'FOWLERTON, LASALLE COUNTY, 1.4 MILES EAST OF DULL, 140 YARDS WEST OF A
 AO0123'PILE TRESTLE BRIDGE, AND 32 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 AO0123'A STANDARD DISK, STAMPED 327.329 V 127 1933 AND SET IN THE TOP OF A
 AO0123'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1864 ***********************************************************************
 AN1864  DESIGNATION -  V 1272
 AN1864  PID         -  AN1864
 AN1864  STATE/COUNTY-  TX/SAN PATRICIO
 AN1864  USGS QUAD   -  SINTON EAST (1979)
 AN1864
 AN1864                         *CURRENT SURVEY CONTROL
 AN1864  ___________________________________________________________________
 AN1864* NAD 83(1986)-  28 05 51.     (N)    097 27 51.     (W)     SCALED    
 AN1864* NAVD 88     -        14.974  (meters)      49.13   (feet)  ADJUSTED  
 AN1864  ___________________________________________________________________
 AN1864  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN1864  DYNAMIC HT  -          14.951 (meters)      49.05  (feet)  COMP
 AN1864  MODELED GRAV-     979,138.5   (mgal)                       NAVD 88
 AN1864
 AN1864  VERT ORDER  -  FIRST     CLASS I
 AN1864
 AN1864.The horizontal coordinates were scaled from a topographic map and have
 AN1864.an estimated accuracy of +/- 6 seconds.
 AN1864
 AN1864.The orthometric height was determined by differential leveling
 AN1864.and adjusted by the National Geodetic Survey in June 1991..
 AN1864
 AN1864.The geoid height was determined by GEOID03.
 AN1864
 AN1864.The dynamic height is computed by dividing the NAVD 88
 AN1864.geopotential number by the normal gravity value computed on the
 AN1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1864.degrees latitude (g = 980.6199 gals.).
 AN1864
 AN1864.The modeled gravity was interpolated from observed gravity values.
 AN1864
 AN1864;                    North         East    Units  Estimated Accuracy
 AN1864;SPC TX S     - 5,269,750.      401,800.      MT  (+/- 180 meters Scaled)
 AN1864
 AN1864                          SUPERSEDED SURVEY CONTROL
 AN1864
 AN1864  NGVD 29 (??/??/92)   15.141  (m)           49.68   (f) ADJ UNCH    1 1
 AN1864
 AN1864.Superseded values are not recommended for survey control.
 AN1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1864.See file dsdata.txt to determine how the superseded data were derived.
 AN1864
 AN1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS508089(NAD 83)
 AN1864_MARKER: DB = BENCH MARK DISK
 AN1864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1864_SP_SET: STAINLESS STEEL ROD
 AN1864_STAMPING: V 1272 1978
 AN1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1864
 AN1864  HISTORY     - Date     Condition        Report By
 AN1864  HISTORY     - 1978     MONUMENTED       NGS
 AN1864  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1864  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1864
 AN1864                          STATION DESCRIPTION
 AN1864
 AN1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1864'4.9 MI NE FROM SINTON.
 AN1864'4.9 MILES NORTHEAST ALONG U. S. HIGHWAY 77 FROM ITS JUNCTION WITH
 AN1864'U. S. HIGHWAY 181 IN SINTON, 40 FEET SOUTHEAST OF THE CENTER OF THE
 AN1864'HIGHWAY, 27 FEET NORTHWEST OF THE CENTER OF THE MISSOURI PACIFIC
 AN1864'RAILROAD TRACK AND 1 FOOT SOUTHWEST OF MILE POLE 167.
 AN1864
 AN1864                          STATION RECOVERY (1990)
 AN1864
 AN1864'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1864'MARK NOT FOUND.
 AN1864
 AN1864                          STATION RECOVERY (1995)
 AN1864
 AN1864'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1859 ***********************************************************************
 AN1859  DESIGNATION -  V 1273
 AN1859  PID         -  AN1859
 AN1859  STATE/COUNTY-  TX/REFUGIO
 AN1859  USGS QUAD   -  CRANELL (1978)
 AN1859
 AN1859                         *CURRENT SURVEY CONTROL
 AN1859  ___________________________________________________________________
 AN1859* NAD 83(1986)-  28 09 23.     (N)    097 24 13.     (W)     SCALED    
 AN1859* NAVD 88     -        13.486  (meters)      44.25   (feet)  ADJUSTED  
 AN1859  ___________________________________________________________________
 AN1859  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN1859  DYNAMIC HT  -          13.466 (meters)      44.18  (feet)  COMP
 AN1859  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 AN1859
 AN1859  VERT ORDER  -  FIRST     CLASS I
 AN1859
 AN1859.The horizontal coordinates were scaled from a topographic map and have
 AN1859.an estimated accuracy of +/- 6 seconds.
 AN1859
 AN1859.The orthometric height was determined by differential leveling
 AN1859.and adjusted by the National Geodetic Survey in June 1991..
 AN1859
 AN1859.The geoid height was determined by GEOID03.
 AN1859
 AN1859.The dynamic height is computed by dividing the NAVD 88
 AN1859.geopotential number by the normal gravity value computed on the
 AN1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1859.degrees latitude (g = 980.6199 gals.).
 AN1859
 AN1859.The modeled gravity was interpolated from observed gravity values.
 AN1859
 AN1859;                    North         East    Units  Estimated Accuracy
 AN1859;SPC TXSC     - 4,036,880.      756,800.      MT  (+/- 180 meters Scaled)
 AN1859
 AN1859                          SUPERSEDED SURVEY CONTROL
 AN1859
 AN1859  NGVD 29 (??/??/92)   13.656  (m)           44.80   (f) ADJ UNCH    1 1
 AN1859
 AN1859.Superseded values are not recommended for survey control.
 AN1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1859.See file dsdata.txt to determine how the superseded data were derived.
 AN1859
 AN1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS567155(NAD 83)
 AN1859_MARKER: DB = BENCH MARK DISK
 AN1859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1859_SP_SET: STAINLESS STEEL ROD
 AN1859_STAMPING: V 1273 1978
 AN1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1859
 AN1859  HISTORY     - Date     Condition        Report By
 AN1859  HISTORY     - 1978     MONUMENTED       NGS
 AN1859  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1859
 AN1859                          STATION DESCRIPTION
 AN1859
 AN1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1859'7.5 MI SW FROM WOODSBORO.
 AN1859'7.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF
 AN1859'FARM ROAD 136, 70 FT NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AN1859'16 FT EAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE BUILDING,
 AN1859'2 FT NORTHEAST OF UTILITY POLE NUMBER 336, 1 FT SOUTHEAST OF A FENCE.
 AN1859
 AN1859                          STATION RECOVERY (1999)
 AN1859
 AN1859'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1837 ***********************************************************************
 AN1837  DESIGNATION -  V 1274
 AN1837  PID         -  AN1837
 AN1837  STATE/COUNTY-  TX/REFUGIO
 AN1837  USGS QUAD   -  LAKE PASTURE (1979)
 AN1837
 AN1837                         *CURRENT SURVEY CONTROL
 AN1837  ___________________________________________________________________
 AN1837* NAD 83(1986)-  28 27 09.     (N)    097 07 17.     (W)     SCALED    
 AN1837* NAVD 88     -        21.914  (meters)      71.90   (feet)  ADJUSTED  
 AN1837  ___________________________________________________________________
 AN1837  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1837  DYNAMIC HT  -          21.881 (meters)      71.79  (feet)  COMP
 AN1837  MODELED GRAV-     979,166.7   (mgal)                       NAVD 88
 AN1837
 AN1837  VERT ORDER  -  FIRST     CLASS I
 AN1837
 AN1837.The horizontal coordinates were scaled from a topographic map and have
 AN1837.an estimated accuracy of +/- 6 seconds.
 AN1837
 AN1837.The orthometric height was determined by differential leveling
 AN1837.and adjusted by the National Geodetic Survey in June 1991..
 AN1837
 AN1837.The geoid height was determined by GEOID03.
 AN1837
 AN1837.The dynamic height is computed by dividing the NAVD 88
 AN1837.geopotential number by the normal gravity value computed on the
 AN1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1837.degrees latitude (g = 980.6199 gals.).
 AN1837
 AN1837.The modeled gravity was interpolated from observed gravity values.
 AN1837
 AN1837;                    North         East    Units  Estimated Accuracy
 AN1837;SPC TXSC     - 4,070,100.      784,000.      MT  (+/- 180 meters Scaled)
 AN1837
 AN1837                          SUPERSEDED SURVEY CONTROL
 AN1837
 AN1837  NGVD 29 (??/??/92)   22.059  (m)           72.37   (f) ADJ UNCH    1 1
 AN1837
 AN1837.Superseded values are not recommended for survey control.
 AN1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1837.See file dsdata.txt to determine how the superseded data were derived.
 AN1837
 AN1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS839487(NAD 83)
 AN1837_MARKER: DB = BENCH MARK DISK
 AN1837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1837_SP_SET: HEADWALL
 AN1837_STAMPING: V 1274 1978
 AN1837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1837
 AN1837  HISTORY     - Date     Condition        Report By
 AN1837  HISTORY     - 1978     MONUMENTED       NGS
 AN1837  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1837  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1837
 AN1837                          STATION DESCRIPTION
 AN1837
 AN1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1837'15.45 MI NE FROM REFUGIO.
 AN1837'15.45 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1837'REFUGIO, SET IN THE TOP AND 1.5 FT SOUTHWEST OF THE NORTHEAST END
 AN1837'OF THE NORTHWEST HEADWALL OF A MULTI-BOX CULVERT, 20 FT NORTHWEST
 AN1837'OF THE CENTER LINE OF THE HIGHWAY.
 AN1837
 AN1837                          STATION RECOVERY (1994)
 AN1837
 AN1837'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1837'MARK NOT FOUND.
 AN1837
 AN1837                          STATION RECOVERY (1999)
 AN1837
 AN1837'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2438 ***********************************************************************
 AN2438  DESIGNATION -  V 1274 RESET
 AN2438  PID         -  AN2438
 AN2438  STATE/COUNTY-  TX/REFUGIO
 AN2438  USGS QUAD   -  LAKE PASTURE (1979)
 AN2438
 AN2438                         *CURRENT SURVEY CONTROL
 AN2438  ___________________________________________________________________
 AN2438* NAD 83(1986)-  28 27 09.     (N)    097 07 17.     (W)     SCALED    
 AN2438* NAVD 88     -        21.79   (meters)      71.5    (feet)  RESET     
 AN2438  ___________________________________________________________________
 AN2438  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN2438
 AN2438  VERT ORDER  -  THIRD
 AN2438
 AN2438.The horizontal coordinates were scaled from a topographic map and have
 AN2438.an estimated accuracy of +/- 6 seconds.
 AN2438
 AN2438.The orthometric height was computed from unverified reset data.
 AN2438
 AN2438.The geoid height was determined by GEOID03.
 AN2438
 AN2438;                    North         East    Units  Estimated Accuracy
 AN2438;SPC TXSC     - 4,070,100.      784,000.      MT  (+/- 180 meters Scaled)
 AN2438
 AN2438                          SUPERSEDED SURVEY CONTROL
 AN2438
 AN2438  NGVD 29 (01/29/03)   21.93   (m)           71.9    (f) RESET       3  
 AN2438
 AN2438.Superseded values are not recommended for survey control.
 AN2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2438.See file dsdata.txt to determine how the superseded data were derived.
 AN2438
 AN2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS839487(NAD 83)
 AN2438_MARKER: DV = VERTICAL CONTROL DISK
 AN2438_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2438_SP_SET: HEADWALL
 AN2438_STAMPING: V 1274 RESET 1985
 AN2438_MARK LOGO: NGS   
 AN2438_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2438+STABILITY: SURFACE MOTION
 AN2438
 AN2438  HISTORY     - Date     Condition        Report By
 AN2438  HISTORY     - 1985     MONUMENTED       TXHD
 AN2438  HISTORY     - 19940716 GOOD             USPSQD
 AN2438  HISTORY     - 19990726 GOOD             USPSQD
 AN2438
 AN2438                          STATION DESCRIPTION
 AN2438
 AN2438'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1985
 AN2438'15.45 MILES (24.86 KM) NORTHEAST ALONG US HIGHWAY 77 FROM THE
 AN2438'COURTHOUSE AT REFUGIO, IN THE TOP AND 15 INCHES SOUTHWEST OF THE
 AN2438'NORTHWEST END OF THE NORTHWEST HEADWALL OF A MULTI-BOX CULVERT, 23.0
 AN2438'FEET (7.0 M) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AN2438'APPROXIMATELY 1.5 FEET (0.5 M) BELOW THE LEVEL OF PAVEMENT.
 AN2438
 AN2438                          STATION RECOVERY (1994)
 AN2438
 AN2438'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2438'RECOVERED IN GOOD CONDITION.
 AN2438
 AN2438                          STATION RECOVERY (1999)
 AN2438
 AN2438'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1931 ***********************************************************************
 AW1931  DESIGNATION -  V 1276
 AW1931  PID         -  AW1931
 AW1931  STATE/COUNTY-  TX/HARRIS
 AW1931  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1931
 AW1931                         *CURRENT SURVEY CONTROL
 AW1931  ___________________________________________________________________
 AW1931* NAD 83(1986)-  29 34 44.     (N)    095 09 24.     (W)     SCALED    
 AW1931* NAVD 88     -         7.027  (meters)      23.05   (feet)  ADJUSTED  
 AW1931  ___________________________________________________________________
 AW1931  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW1931  DYNAMIC HT  -           7.017 (meters)      23.02  (feet)  COMP
 AW1931  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AW1931
 AW1931  VERT ORDER  -  FIRST     CLASS II
 AW1931
 AW1931.The horizontal coordinates were scaled from a topographic map and have
 AW1931.an estimated accuracy of +/- 6 seconds.
 AW1931
 AW1931.The orthometric height was determined by differential leveling
 AW1931.and adjusted by the National Geodetic Survey in June 1991..
 AW1931
 AW1931.The geoid height was determined by GEOID03.
 AW1931
 AW1931.The dynamic height is computed by dividing the NAVD 88
 AW1931.geopotential number by the normal gravity value computed on the
 AW1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1931.degrees latitude (g = 980.6199 gals.).
 AW1931
 AW1931.The modeled gravity was interpolated from observed gravity values.
 AW1931
 AW1931;                    North         East    Units  Estimated Accuracy
 AW1931;SPC TXSC     - 4,199,570.      972,270.      MT  (+/- 180 meters Scaled)
 AW1931
 AW1931                          SUPERSEDED SURVEY CONTROL
 AW1931
 AW1931  NGVD 29 (12/23/87)    7.024  (m)           23.04   (f) ADJUSTED    1 2
 AW1931
 AW1931.Superseded values are not recommended for survey control.
 AW1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1931.See file dsdata.txt to determine how the superseded data were derived.
 AW1931
 AW1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN910740(NAD 83)
 AW1931_MARKER: I = METAL ROD
 AW1931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1931_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1931_STAMPING: V 1276 1978
 AW1931_MARK LOGO: NGS   
 AW1931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1931+STABILITY: POSITION/ELEVATION WELL
 AW1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1931+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AW1931
 AW1931  HISTORY     - Date     Condition        Report By
 AW1931  HISTORY     - 1978     MONUMENTED       NGS
 AW1931  HISTORY     - 1981     GOOD             NGS
 AW1931  HISTORY     - 1985     GOOD             USPSQD
 AW1931  HISTORY     - 1986     GOOD             NGS
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 1987     GOOD             USPSQD
 AW1931  HISTORY     - 19870405 GOOD             USPSQD
 AW1931  HISTORY     - 19870412 GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1988     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1989     GOOD             USPSQD
 AW1931  HISTORY     - 1990     GOOD             USPSQD
 AW1931  HISTORY     - 1990     GOOD             USPSQD
 AW1931  HISTORY     - 19940219 GOOD             USPSQD
 AW1931  HISTORY     - 20050829 GOOD             USPSQD
 AW1931
 AW1931                          STATION DESCRIPTION
 AW1931
 AW1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1931'3.6 MI NW FROM WEBSTER.
 AW1931'ABOUT 3.6 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1931'NASA 1 HIGHWAY IN WEBSTER, 66 FEET NORTHWEST OF 2 1276, 83.5 FEET
 AW1931'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET SOUTHWEST OF
 AW1931'THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND HENDERSON RAILROAD.
 AW1931'THE SLEEVE IS 20 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1931
 AW1931                          STATION RECOVERY (1981)
 AW1931
 AW1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1985)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1986)
 AW1931
 AW1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1987)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1988)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (NS)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1989)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1990)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1990)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (1994)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1931'RECOVERED IN GOOD CONDITION.
 AW1931
 AW1931                          STATION RECOVERY (2005)
 AW1931
 AW1931'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1931'GOOD CONDITION. FOUND AS DESCRIBED. N29 34 44.7 W095 09 22.0. LEFT A
 AW1931'12 INCH WIDE HOLE 6 INCHES DEEP IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2077 ***********************************************************************
 AW2077  DESIGNATION -  V 1277
 AW2077  PID         -  AW2077
 AW2077  STATE/COUNTY-  TX/HARRIS
 AW2077  USGS QUAD   -  LEAGUE CITY (1995)
 AW2077
 AW2077                         *CURRENT SURVEY CONTROL
 AW2077  ___________________________________________________________________
 AW2077* NAD 83(1986)-  29 35 49.     (N)    095 03 48.     (W)     SCALED    
 AW2077* NAVD 88     -         2.485  (meters)       8.15   (feet)  ADJUSTED  
 AW2077  ___________________________________________________________________
 AW2077  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW2077  DYNAMIC HT  -           2.482 (meters)       8.14  (feet)  COMP
 AW2077  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 AW2077
 AW2077  VERT ORDER  -  FIRST     CLASS II
 AW2077
 AW2077.The horizontal coordinates were scaled from a topographic map and have
 AW2077.an estimated accuracy of +/- 6 seconds.
 AW2077
 AW2077.The orthometric height was determined by differential leveling
 AW2077.and adjusted by the National Geodetic Survey in June 1991..
 AW2077
 AW2077.The geoid height was determined by GEOID03.
 AW2077
 AW2077.The dynamic height is computed by dividing the NAVD 88
 AW2077.geopotential number by the normal gravity value computed on the
 AW2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2077.degrees latitude (g = 980.6199 gals.).
 AW2077
 AW2077.The modeled gravity was interpolated from observed gravity values.
 AW2077
 AW2077;                    North         East    Units  Estimated Accuracy
 AW2077;SPC TXSC     - 4,201,870.      981,240.      MT  (+/- 180 meters Scaled)
 AW2077
 AW2077                          SUPERSEDED SURVEY CONTROL
 AW2077
 AW2077  NGVD 29 (12/23/87)    2.482  (m)            8.14   (f) ADJUSTED    1 2
 AW2077
 AW2077.Superseded values are not recommended for survey control.
 AW2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2077.See file dsdata.txt to determine how the superseded data were derived.
 AW2077
 AW2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN001759(NAD 83)
 AW2077_MARKER: DB = BENCH MARK DISK
 AW2077_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2077_SP_SET: STAINLESS STEEL ROD
 AW2077_STAMPING: V 1277 1978
 AW2077_MARK LOGO: NGS   
 AW2077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2077+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW2077
 AW2077  HISTORY     - Date     Condition        Report By
 AW2077  HISTORY     - 1978     MONUMENTED       NGS
 AW2077  HISTORY     - 1987     GOOD             USPSQD
 AW2077  HISTORY     - 1987     GOOD             NGS
 AW2077  HISTORY     - 1989     GOOD             USPSQD
 AW2077  HISTORY     - 1989     GOOD             USPSQD
 AW2077  HISTORY     - 1990     GOOD             USPSQD
 AW2077  HISTORY     - 19931122 GOOD             USPSQD
 AW2077  HISTORY     - 20031112 MARK NOT FOUND   USPSQD
 AW2077  HISTORY     - 20050116 GOOD             USPSQD
 AW2077
 AW2077                          STATION DESCRIPTION
 AW2077
 AW2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2077'9.4 MI SE FROM GENOA.
 AW2077'ABOUT 5.7 MILES EAST ALONG GENOA-RED BLUFF ROAD, FROM ITS JUNCTION
 AW2077'WITH STATE HIGHWAY 3 IN GENOA, AND THENCE 3.7 MILES SOUTHEAST ALONG
 AW2077'RED BLUFF ROAD, 27 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTH LANES
 AW2077'OF THE ROAD, 16 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE SOUTH
 AW2077'LANES, AND 1 FOOT EAST OF A CHAIN LINK FENCE.
 AW2077
 AW2077                          STATION RECOVERY (1987)
 AW2077
 AW2077'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2077'RECOVERED IN GOOD CONDITION.
 AW2077
 AW2077                          STATION RECOVERY (1987)
 AW2077
 AW2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2077'RECOVERED IN GOOD CONDITION EXCEPT TO ADD WITNESS POST.
 AW2077'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AW2077
 AW2077                          STATION RECOVERY (1989)
 AW2077
 AW2077'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW2077'RECOVERED IN GOOD CONDITION.
 AW2077
 AW2077                          STATION RECOVERY (1989)
 AW2077
 AW2077'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2077'RECOVERED IN GOOD CONDITION.
 AW2077
 AW2077                          STATION RECOVERY (1990)
 AW2077
 AW2077'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW2077'RECOVERED IN GOOD CONDITION.
 AW2077
 AW2077                          STATION RECOVERY (1993)
 AW2077
 AW2077'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2077'RECOVERED IN GOOD CONDITION.
 AW2077
 AW2077                          STATION RECOVERY (2003)
 AW2077
 AW2077'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2077'MARK NOT FOUND.
 AW2077
 AW2077                          STATION RECOVERY (2005)
 AW2077
 AW2077'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0220 ***********************************************************************
 AW0220  DESIGNATION -  V 1278
 AW0220  PID         -  AW0220
 AW0220  STATE/COUNTY-  TX/HARRIS
 AW0220  USGS QUAD   -  SETTEGAST (1995)
 AW0220
 AW0220                         *CURRENT SURVEY CONTROL
 AW0220  ___________________________________________________________________
 AW0220* NAD 83(1986)-  29 47 26.     (N)    095 20 05.     (W)     SCALED    
 AW0220* NAVD 88     -        13.670  (meters)      44.85   (feet)  ADJUSTED  
 AW0220  ___________________________________________________________________
 AW0220  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0220  DYNAMIC HT  -          13.651 (meters)      44.79  (feet)  COMP
 AW0220  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AW0220
 AW0220  VERT ORDER  -  FIRST     CLASS II
 AW0220
 AW0220.The horizontal coordinates were scaled from a topographic map and have
 AW0220.an estimated accuracy of +/- 6 seconds.
 AW0220
 AW0220.The orthometric height was determined by differential leveling
 AW0220.and adjusted by the National Geodetic Survey in July 2002..
 AW0220
 AW0220.The geoid height was determined by GEOID03.
 AW0220
 AW0220.The dynamic height is computed by dividing the NAVD 88
 AW0220.geopotential number by the normal gravity value computed on the
 AW0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0220.degrees latitude (g = 980.6199 gals.).
 AW0220
 AW0220.The modeled gravity was interpolated from observed gravity values.
 AW0220
 AW0220;                    North         East    Units  Estimated Accuracy
 AW0220;SPC TXSC     - 4,222,470.      954,290.      MT  (+/- 180 meters Scaled)
 AW0220
 AW0220                          SUPERSEDED SURVEY CONTROL
 AW0220
 AW0220  NAVD 88 (09/11/96)   13.676  (m)           44.87   (f) UNKNOWN     1 2
 AW0220  NAVD 88 (06/15/91)   13.760  (m)           45.14   (f) UNKNOWN     1 2
 AW0220  NGVD 29 (12/23/87)   13.757  (m)           45.13   (f) ADJUSTED    1 2
 AW0220
 AW0220.Superseded values are not recommended for survey control.
 AW0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0220.See file dsdata.txt to determine how the superseded data were derived.
 AW0220
 AW0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN743978(NAD 83)
 AW0220_MARKER: DV = VERTICAL CONTROL DISK
 AW0220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0220_SP_SET: STAINLESS STEEL ROD
 AW0220_STAMPING: V 1278 1978
 AW0220_MARK LOGO: NGS   
 AW0220_PROJECTION: PROJECTING 2 CENTIMETERS
 AW0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0220+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0220_ROD/PIPE-DEPTH: 7.3  meters
 AW0220
 AW0220  HISTORY     - Date     Condition        Report By
 AW0220  HISTORY     - 1978     MONUMENTED       NGS
 AW0220  HISTORY     - 1983     GOOD             NGS
 AW0220  HISTORY     - 1986     GOOD             NGS
 AW0220  HISTORY     - 19951007 GOOD             CHANCE
 AW0220  HISTORY     - 19960204 GOOD             NGS
 AW0220  HISTORY     - 19960921 GOOD             USPSQD
 AW0220
 AW0220                          STATION DESCRIPTION
 AW0220
 AW0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0220'0.7 MI SE FROM HOUSTON.
 AW0220'ABOUT 0.4 MILE EAST ALONG COLLINGSWORTH STREET FROM THE U.S. HIGHWAY
 AW0220'59 OVERPASS IN HOUSTON, THENCE 0.2 MILE SOUTH ON LINN AND GREGG
 AW0220'STREETS TO THE ROLAND STREET GATE TO THE CITY OF HOUSTON NORTHEAST
 AW0220'PUMPING STATION, AND THENCE 0.1 MILE EAST ALONG A SHELL AND CONCRETE
 AW0220'DRIVEWAY TO THE SOUTH SIDE OF THE PUMPING STATION, 144 FEET EAST OF
 AW0220'THE CENTERLINE OF THE SOUTH DRIVEWAY AND GATE, 94 FEET SOUTH OF THE
 AW0220'SOUTHEAST CORNER OF THE PUMPING STATION, 3 FEET SOUTH OF AN 18 INCH
 AW0220'HIGH, 3 INCH PIPE FENCE, AND 2 FEET NORTH OF A CYCLONE FENCE.
 AW0220
 AW0220                          STATION RECOVERY (1983)
 AW0220
 AW0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0220'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0220'0.6 KM (0.4 MI) EAST ALONG COLLINGSWORTH STREET FROM THE U.S. HIGHWAY
 AW0220'59 OVERPASS IN NORTHEAST HOUSTON, THENCE 0.3 KM (0.2 MI) SOUTH ON LINN
 AW0220'AND GREGG STREETS TO THE INTERSECTION OF ROLAND AND GREGG STREET AND
 AW0220'THE WEST ENTRANCE TO THE CITY OF HOUSTON NORTHEAST PUMPING STATION,
 AW0220'THENCE 0.2 KM (0.1 MI) EAST ALONG A SHELL AND CONCRETE DRIVEWAY TO THE
 AW0220'SOUTH SIDE AND NEAR THE EAST END OF THE PUMPING STATION BUILDING,
 AW0220'43.89 METERS (144.0 FT) EAST OF THE CENTER OF THE SOUTH ENTRANCE GATE,
 AW0220'28.65 METERS (94.0 FT) SOUTH OF THE SOUTHEAST CORNER OF THE PUMPING
 AW0220'STATION BUILDING, 0.91 METERS (3.0 FT) SOUTH OF AN 18 INCH HIGH, 3
 AW0220'INCH DIAMETER PIPE RAIL, AND 0.61 METERS (2.0 FT) NORTH OF AN
 AW0220'EAST-WEST SECURITY FENCE.
 AW0220'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 AW0220
 AW0220                          STATION RECOVERY (1986)
 AW0220
 AW0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0220'RECOVERED IN GOOD CONDITION.
 AW0220
 AW0220                          STATION RECOVERY (1995)
 AW0220
 AW0220'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0220'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED WITH
 AW0220'THE EXCEPTION THAT THE PIPE RAIL MENTIONED IN THE 18 INCH HIGH, 3 INCH
 AW0220'DIAMETER PIPE RAIL MENTIONED IN THE 1983 RECOVERY HAS BEEN DESTROYED.
 AW0220'ADDITIONAL TIES FOLLOW.  20.1 M (65.9 FT) SOUTH SOUTHEAST OF A FLAG
 AW0220'POLE.  7.2 M (23.6 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE DRIVE.
 AW0220'51.1 M (167.7 FT) WEST OF THE EAST PERIMETER FENCE.
 AW0220
 AW0220                          STATION RECOVERY (1996)
 AW0220
 AW0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0220'IN HOUSTON, ON THE PROPERTY OF THE HOUSTON NORTHEAST PUMPING STATION
 AW0220'AT 3400 STAPLES STREET, 28.9 M (94.8 FT) SOUTHWEST OF THE SOUTHEAST
 AW0220'CORNER OF THE PUMPING STATION BUILDING, 20.1 M (65.9 FT) SOUTH OF A
 AW0220'FLAG POLE, 7.2 M (23.6 FT) SOUTH OF AND LEVEL WITH THE SOUTH EDGE OF A
 AW0220'DRIVEWAY, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS SIGN ATTACHED TO A
 AW0220'FENCE, AND 0.5 M (1.6 FT) NORTH OF THE FENCE.  NOTE--THE DISK IS
 AW0220'ENCLOSED IN A 4-INCH PVC PIPE AND PROJECTS 0.02 M (0.07 FT) ABOVE THE
 AW0220'GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AW0220'LOGO CAP.
 AW0220
 AW0220                          STATION RECOVERY (1996)
 AW0220
 AW0220'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2136 ***********************************************************************
 AW2136  DESIGNATION -  V 1279
 AW2136  PID         -  AW2136
 AW2136  STATE/COUNTY-  TX/HARRIS
 AW2136  USGS QUAD   -  ALIEF (1995)
 AW2136
 AW2136                         *CURRENT SURVEY CONTROL
 AW2136  ___________________________________________________________________
 AW2136* NAD 83(1986)-  29 39 02.     (N)    095 37 08.     (W)     SCALED    
 AW2136* NAVD 88     -        26.23   (+/-2cm)      86.1    (feet)  VERTCON   
 AW2136  ___________________________________________________________________
 AW2136  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW2136
 AW2136  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2136
 AW2136.The horizontal coordinates were scaled from a topographic map and have
 AW2136.an estimated accuracy of +/- 6 seconds.
 AW2136
 AW2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2136.The vertical order pertains to the NGVD 29 superseded value.
 AW2136
 AW2136.The geoid height was determined by GEOID03.
 AW2136
 AW2136;                    North         East    Units  Estimated Accuracy
 AW2136;SPC TXSC     - 4,206,130.      927,280.      MT  (+/- 180 meters Scaled)
 AW2136
 AW2136                          SUPERSEDED SURVEY CONTROL
 AW2136
 AW2136  NGVD 29 (04/06/79)   26.227  (m)           86.05   (f) ADJUSTED    1 2
 AW2136
 AW2136.Superseded values are not recommended for survey control.
 AW2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2136.See file dsdata.txt to determine how the superseded data were derived.
 AW2136
 AW2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN464829(NAD 83)
 AW2136_MARKER: DB = BENCH MARK DISK
 AW2136_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2136_SP_SET: STAINLESS STEEL ROD
 AW2136_STAMPING: V 1279 1978
 AW2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2136
 AW2136  HISTORY     - Date     Condition        Report By
 AW2136  HISTORY     - 1978     MONUMENTED       NGS
 AW2136  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2136  HISTORY     - 19910316 MARK NOT FOUND   USPSQD
 AW2136
 AW2136                          STATION DESCRIPTION
 AW2136
 AW2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2136'2.0 MI NORTH FROM SUGAR LAND.
 AW2136'ABOUT 2 MILES NORTH ALONG FARM ROAD 1876 (ELDRIDGE ROAD) FROM THE
 AW2136'JUNCTION OF U.S. HIGHWAY 90 ALTERNATE IN SUGAR LAND.  SET AT THE
 AW2136'JUNCTION OF ALSTON ROAD, 81 FEET EAST OF AND ACROSS THE ROAD FROM
 AW2136'POWER POLE NUMBER W 245-35A-50T, 47 FEET EAST OF THE CENTERLINE OF THE
 AW2136'ROAD, 32.5 FEET SOUTH OF THE CENTERLINE OF ALSTON ROAD, AND 1.5 FEET
 AW2136'SOUTH OF A POWER POLE.
 AW2136
 AW2136                          STATION RECOVERY (1986)
 AW2136
 AW2136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2136'NOT RECOVERED.  BELIEVED DESTROYED.  A ROD WAS FOUND IN THE DESCRIBED
 AW2136'AREA BUT THE TOP HAS BEEN CUT OFF.
 AW2136
 AW2136                          STATION RECOVERY (1991)
 AW2136
 AW2136'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0540 ***********************************************************************
 AJ0540  DESIGNATION -  V 128
 AJ0540  PID         -  AJ0540
 AJ0540  STATE/COUNTY-  TX/JIM HOGG
 AJ0540  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0540
 AJ0540                         *CURRENT SURVEY CONTROL
 AJ0540  ___________________________________________________________________
 AJ0540* NAD 83(1986)-  27 02 16.     (N)    098 31 02.     (W)     SCALED    
 AJ0540* NAVD 88     -       117.834  (meters)     386.59   (feet)  ADJUSTED  
 AJ0540  ___________________________________________________________________
 AJ0540  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AJ0540  DYNAMIC HT  -         117.644 (meters)     385.97  (feet)  COMP
 AJ0540  MODELED GRAV-     979,035.5   (mgal)                       NAVD 88
 AJ0540
 AJ0540  VERT ORDER  -  SECOND    CLASS 0
 AJ0540
 AJ0540.The horizontal coordinates were scaled from a topographic map and have
 AJ0540.an estimated accuracy of +/- 6 seconds.
 AJ0540
 AJ0540.The orthometric height was determined by differential leveling
 AJ0540.and adjusted by the National Geodetic Survey in June 1991..
 AJ0540
 AJ0540.The geoid height was determined by GEOID03.
 AJ0540
 AJ0540.The dynamic height is computed by dividing the NAVD 88
 AJ0540.geopotential number by the normal gravity value computed on the
 AJ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0540.degrees latitude (g = 980.6199 gals.).
 AJ0540
 AJ0540.The modeled gravity was interpolated from observed gravity values.
 AJ0540
 AJ0540;                    North         East    Units  Estimated Accuracy
 AJ0540;SPC TX S     - 5,151,910.      298,290.      MT  (+/- 180 meters Scaled)
 AJ0540
 AJ0540                          SUPERSEDED SURVEY CONTROL
 AJ0540
 AJ0540  NGVD 29 (??/??/92)  117.879  (m)          386.74   (f) ADJ UNCH    2 0
 AJ0540
 AJ0540.Superseded values are not recommended for survey control.
 AJ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0540.See file dsdata.txt to determine how the superseded data were derived.
 AJ0540
 AJ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ478907(NAD 83)
 AJ0540_MARKER: DB = BENCH MARK DISK
 AJ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0540_STAMPING: V 128 1933
 AJ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0540+STABILITY: SURFACE MOTION
 AJ0540
 AJ0540  HISTORY     - Date     Condition        Report By
 AJ0540  HISTORY     - 1933     MONUMENTED       CGS
 AJ0540  HISTORY     - 1942     GOOD             NGS
 AJ0540  HISTORY     - 1972     GOOD             USGS
 AJ0540
 AJ0540                          STATION DESCRIPTION
 AJ0540
 AJ0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0540'0.7 MI SE FROM ALTAVISTA.
 AJ0540'TO REACH FROM THE W.W. JONES RANCH HOUSE AT ALTAVISTA-- PROCEED 0.7
 AJ0540'MILE SOUTHEAST ALONG ROAD TO A CATTLE GUARD AND THE SITE OF THE BENCH
 AJ0540'MARK.  BENCH MARK IS 12.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AJ0540'CENTERLINE OF CATTLE GUARD ACROSS THE ROAD, 3.0 FEET EAST OF FENCE AND
 AJ0540'3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  A STD. DISK SET IN
 AJ0540'CONCRETE POST PROJECTING 0.9 FOOT.
 AJ0540
 AJ0540                          STATION RECOVERY (1972)
 AJ0540
 AJ0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0540'0.7 MILE SOUTHEAST ALONG A TRACK ROAD FROM THE MAIN HOUSE AT THE ALTA
 AJ0540'VISTA RANCH TO A GATE AT A NORTH SOUTH FENCE, 55 FT. SOUTH ALONG THE
 AJ0540'FENCE FROM THE GATE AND 3.0 FT. EAST OF THE FENCE. A STANDARD DISK
 AJ0540'STAMPED 386.741 V 128 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1860 ***********************************************************************
 AW1860  DESIGNATION -  V 1281
 AW1860  PID         -  AW1860
 AW1860  STATE/COUNTY-  TX/HARRIS
 AW1860  USGS QUAD   -  CYPRESS (1995)
 AW1860
 AW1860                         *CURRENT SURVEY CONTROL
 AW1860  ___________________________________________________________________
 AW1860* NAD 83(1986)-  29 52 45.     (N)    095 37 32.     (W)     SCALED    
 AW1860* NAVD 88     -        37.662  (meters)     123.56   (feet)  ADJUSTED  
 AW1860  ___________________________________________________________________
 AW1860  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1860  DYNAMIC HT  -          37.611 (meters)     123.40  (feet)  COMP
 AW1860  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 AW1860
 AW1860  VERT ORDER  -  FIRST     CLASS II
 AW1860
 AW1860.The horizontal coordinates were scaled from a topographic map and have
 AW1860.an estimated accuracy of +/- 6 seconds.
 AW1860
 AW1860.The orthometric height was determined by differential leveling
 AW1860.and adjusted by the National Geodetic Survey in June 1991..
 AW1860
 AW1860.The geoid height was determined by GEOID03.
 AW1860
 AW1860.The dynamic height is computed by dividing the NAVD 88
 AW1860.geopotential number by the normal gravity value computed on the
 AW1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1860.degrees latitude (g = 980.6199 gals.).
 AW1860
 AW1860.The modeled gravity was interpolated from observed gravity values.
 AW1860
 AW1860;                    North         East    Units  Estimated Accuracy
 AW1860;SPC TXSC     - 4,231,440.      925,910.      MT  (+/- 180 meters Scaled)
 AW1860
 AW1860                          SUPERSEDED SURVEY CONTROL
 AW1860
 AW1860  NGVD 29 (12/23/87)   37.655  (m)          123.54   (f) ADJUSTED    1 2
 AW1860
 AW1860.Superseded values are not recommended for survey control.
 AW1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1860.See file dsdata.txt to determine how the superseded data were derived.
 AW1860
 AW1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP464082(NAD 83)
 AW1860_MARKER: DB = BENCH MARK DISK
 AW1860_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1860_SP_SET: BRIDGE GUARD RAIL
 AW1860_STAMPING: V 1281 1978
 AW1860_MARK LOGO: NGS   
 AW1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1860
 AW1860  HISTORY     - Date     Condition        Report By
 AW1860  HISTORY     - 1978     MONUMENTED       NGS
 AW1860  HISTORY     - 1986     GOOD             NGS
 AW1860  HISTORY     - 1987     GOOD             USPSQD
 AW1860  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW1860  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1860
 AW1860                          STATION DESCRIPTION
 AW1860
 AW1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1860'6.7 MI WEST FROM FAIRBANKS.
 AW1860'3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE IN
 AW1860'FAIRBANKS, AND THENCE ABOUT 3.2 MILES WEST ALONG FARM ROAD 529.  SET
 AW1860'IN TOP OF THE WEST END OF THE NORTHWEST CONCRETE GUARD RAIL OVER THE
 AW1860'WEST ABUTMENT FOR A BRIDGE OVER HORSEPEN CREEK, 24.5 FEET SOUTH OF
 AW1860'THE CENTERLINE OF FARM ROAD 529, AND 1.3 FEET EAST OF THE WEST END OF
 AW1860'THE CONCRETE GUARD RAIL.
 AW1860
 AW1860                          STATION RECOVERY (1986)
 AW1860
 AW1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1860'RECOVERED IN GOOD CONDITION.
 AW1860
 AW1860                          STATION RECOVERY (1987)
 AW1860
 AW1860'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1860'RECOVERED IN GOOD CONDITION.
 AW1860
 AW1860                          STATION RECOVERY (2004)
 AW1860
 AW1860'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW1860'NOT FOUND, PROBABLY DESTROYED DURING CONSTRUCTION THAT WIDENED HWY
 AW1860'529. MUCH BIGGER ROAD NOW.
 AW1860
 AW1860                          STATION RECOVERY (2004)
 AW1860
 AW1860'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1860'NEW BRIDGE HERE 2 YEARS OLD IN 2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2390 ***********************************************************************
 BY2390  DESIGNATION -  V 1283
 BY2390  PID         -  BY2390
 BY2390  STATE/COUNTY-  TX/SHELBY
 BY2390  USGS QUAD   -  NEUVILLE (1984)
 BY2390
 BY2390                         *CURRENT SURVEY CONTROL
 BY2390  ___________________________________________________________________
 BY2390* NAD 83(1986)-  31 44 35.     (N)    094 10 33.     (W)     SCALED    
 BY2390* NAVD 88     -        82.162  (meters)     269.56   (feet)  ADJUSTED  
 BY2390  ___________________________________________________________________
 BY2390  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY2390  DYNAMIC HT  -          82.063 (meters)     269.24  (feet)  COMP
 BY2390  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 BY2390
 BY2390  VERT ORDER  -  FIRST     CLASS II
 BY2390
 BY2390.The horizontal coordinates were scaled from a topographic map and have
 BY2390.an estimated accuracy of +/- 6 seconds.
 BY2390
 BY2390.The orthometric height was determined by differential leveling
 BY2390.and adjusted by the National Geodetic Survey in June 1991..
 BY2390
 BY2390.The geoid height was determined by GEOID03.
 BY2390
 BY2390.The dynamic height is computed by dividing the NAVD 88
 BY2390.geopotential number by the normal gravity value computed on the
 BY2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2390.degrees latitude (g = 980.6199 gals.).
 BY2390
 BY2390.The modeled gravity was interpolated from observed gravity values.
 BY2390
 BY2390;                    North         East    Units  Estimated Accuracy
 BY2390;SPC TX C     - 3,246,330.    1,283,140.      MT  (+/- 180 meters Scaled)
 BY2390
 BY2390                          SUPERSEDED SURVEY CONTROL
 BY2390
 BY2390  NGVD 29 (??/??/??)   82.201  (m)          269.69   (f) ADJUSTED    1 2
 BY2390
 BY2390.Superseded values are not recommended for survey control.
 BY2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2390.See file dsdata.txt to determine how the superseded data were derived.
 BY2390
 BY2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR886125(NAD 83)
 BY2390_MARKER: DB = BENCH MARK DISK
 BY2390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2390_SP_SET: STAINLESS STEEL ROD
 BY2390_STAMPING: V 1283 1979
 BY2390_PROJECTION: RECESSED 3 CENTIMETERS
 BY2390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2390_ROD/PIPE-DEPTH: 4.42 meters
 BY2390
 BY2390  HISTORY     - Date     Condition        Report By
 BY2390  HISTORY     - 1979     MONUMENTED       NGS
 BY2390
 BY2390                          STATION DESCRIPTION
 BY2390
 BY2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2390'4.95 MI SOUTH FROM CENTER.
 BY2390'4.95 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2390'HIGHWAY 87 IN CENTER, 374 FT. SOUTH OF A DRIVE WITH A BOARD FENCE ON
 BY2390'EACH SIDE LEADING TO A LARGE BRICK HOME, 119.0 FT. EAST OF AND
 BY2390'ACROSS THE HIGHWAY FROM A GAS METER, 124.0 FT. SOUTH OF AN EAST-WEST
 BY2390'FENCE LINE, 155.0 FT. NORTH OF AN EAST-WEST FENCE LINE, 60.0 FT. EAST
 BY2390'OF THE CENTERLINE OF THE HIGHWAY, 1.2 FT. WEST OF A NORTH-SOUTH
 BY2390'FENCE LINE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2390'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2390'THE MARK IS 1.3 FT  WNW FROM A WITNESS POST.
 BY2390'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1945 ***********************************************************************
 BK1945  DESIGNATION -  V 1284
 BK1945  PID         -  BK1945
 BK1945  STATE/COUNTY-  TX/JASPER
 BK1945  USGS QUAD   -  KIRBYVILLE (1984)
 BK1945
 BK1945                         *CURRENT SURVEY CONTROL
 BK1945  ___________________________________________________________________
 BK1945* NAD 83(1986)-  30 41 21.     (N)    093 54 03.     (W)     SCALED    
 BK1945* NAVD 88     -        34.997  (meters)     114.82   (feet)  ADJUSTED  
 BK1945  ___________________________________________________________________
 BK1945  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BK1945  DYNAMIC HT  -          34.952 (meters)     114.67  (feet)  COMP
 BK1945  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 BK1945  OBS GRAVITY -     979,354.2   (mgal)                       GRAV_OBS
 BK1945
 BK1945  VERT ORDER  -  FIRST     CLASS II
 BK1945
 BK1945.The horizontal coordinates were scaled from a topographic map and have
 BK1945.an estimated accuracy of +/- 6 seconds.
 BK1945
 BK1945.The orthometric height was determined by differential leveling
 BK1945.and adjusted by the National Geodetic Survey in June 1991..
 BK1945
 BK1945.The geoid height was determined by GEOID03.
 BK1945
 BK1945.The dynamic height is computed by dividing the NAVD 88
 BK1945.geopotential number by the normal gravity value computed on the
 BK1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1945.degrees latitude (g = 980.6199 gals.).
 BK1945
 BK1945.The modeled gravity was interpolated from observed gravity values.
 BK1945.The observed gravity was obtained from relative gravimeter ties
 BK1945.to the IGSN71 gravity network.
 BK1945
 BK1945;                    North         East    Units  Estimated Accuracy
 BK1945;SPC TX C     - 3,131,160.    1,315,910.      MT  (+/- 180 meters Scaled)
 BK1945
 BK1945                          SUPERSEDED SURVEY CONTROL
 BK1945
 BK1945  NGVD 29 (??/??/??)   34.983  (m)          114.77   (f) ADJUSTED    1 2
 BK1945
 BK1945.Superseded values are not recommended for survey control.
 BK1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1945.See file dsdata.txt to determine how the superseded data were derived.
 BK1945
 BK1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP137955(NAD 83)
 BK1945_MARKER: I = METAL ROD
 BK1945_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1945_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK1945_STAMPING: V 1284 1979
 BK1945_PROJECTION: FLUSH
 BK1945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1945+STABILITY: POSITION/ELEVATION WELL
 BK1945_ROD/PIPE-DEPTH: 15.2 meters
 BK1945_SLEEVE-DEPTH  : 7.35 meters
 BK1945
 BK1945  HISTORY     - Date     Condition        Report By
 BK1945  HISTORY     - 1979     MONUMENTED       NGS
 BK1945
 BK1945                          STATION DESCRIPTION
 BK1945
 BK1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1945'2.0 MI NW FROM KIRBYVILLE.
 BK1945'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BK1945'ROAD 1013 IN KIRBYVILLE, AT THE NORTHEAST CORNER OF THE KIRBYVILLE
 BK1945'MISSIONARY BAPTIST CHURCH, 119.6 FT. WEST-NORTHWEST OF THE CENTERLINE
 BK1945'OF THE HIGHWAY, 34.5 FT. NORTH OF THE CENTER OF THE MAIN ENTRANCE
 BK1945'DOORS OF THE CHURCH, 20.3 FT. SOUTH OF A CYCLONE FENCE, 17.5 FT. NORTH
 BK1945'OF THE NORTHEAST CORNER OF THE CHURCH, 106.1 FT. NORTHWEST OF A
 BK1945'BAPTIST CHURCH SIGN, 16.6 FT. SOUTH-SOUTHWEST OF A POWERLINE POLE WITH
 BK1945'TRANSFORMER AND STREET LIGHT, 13.0 FT. NORTH-NORTHEAST OF A 12-INCH
 BK1945'CEDAR TREE.  DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 BK1945'HAD THROUGH A 5-INCH LOGO CAP.
 BK1945'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1962 ***********************************************************************
 BK1962  DESIGNATION -  V 1285
 BK1962  PID         -  BK1962
 BK1962  STATE/COUNTY-  TX/JASPER
 BK1962  USGS QUAD   -  BUNA (1984)
 BK1962
 BK1962                         *CURRENT SURVEY CONTROL
 BK1962  ___________________________________________________________________
 BK1962* NAD 83(1986)-  30 26 27.     (N)    093 58 09.     (W)     SCALED    
 BK1962* NAVD 88     -        21.872  (meters)      71.76   (feet)  ADJUSTED  
 BK1962  ___________________________________________________________________
 BK1962  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1962  DYNAMIC HT  -          21.843 (meters)      71.66  (feet)  COMP
 BK1962  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 BK1962
 BK1962  VERT ORDER  -  FIRST     CLASS II
 BK1962
 BK1962.The horizontal coordinates were scaled from a topographic map and have
 BK1962.an estimated accuracy of +/- 6 seconds.
 BK1962
 BK1962.The orthometric height was determined by differential leveling
 BK1962.and adjusted by the National Geodetic Survey in June 1991..
 BK1962
 BK1962.The geoid height was determined by GEOID03.
 BK1962
 BK1962.The dynamic height is computed by dividing the NAVD 88
 BK1962.geopotential number by the normal gravity value computed on the
 BK1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1962.degrees latitude (g = 980.6199 gals.).
 BK1962
 BK1962.The modeled gravity was interpolated from observed gravity values.
 BK1962
 BK1962;                    North         East    Units  Estimated Accuracy
 BK1962;SPC TX C     - 3,103,300.    1,310,950.      MT  (+/- 180 meters Scaled)
 BK1962
 BK1962                          SUPERSEDED SURVEY CONTROL
 BK1962
 BK1962  NGVD 29 (??/??/??)   21.846  (m)           71.67   (f) ADJUSTED    1 2
 BK1962
 BK1962.Superseded values are not recommended for survey control.
 BK1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1962.See file dsdata.txt to determine how the superseded data were derived.
 BK1962
 BK1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP069680(NAD 83)
 BK1962_MARKER: I = METAL ROD
 BK1962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1962_SP_SET: STAINLESS STEEL ROD
 BK1962_STAMPING: V 1285 1979
 BK1962_PROJECTION: RECESSED 5 CENTIMETERS
 BK1962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1962+STABILITY: POSITION/ELEVATION WELL
 BK1962_ROD/PIPE-DEPTH: 6.10 meters
 BK1962
 BK1962  HISTORY     - Date     Condition        Report By
 BK1962  HISTORY     - 1979     MONUMENTED       NGS
 BK1962  HISTORY     - 20020727 GOOD             USPSQD
 BK1962  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1962
 BK1962                          STATION DESCRIPTION
 BK1962
 BK1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1962'IN BUNA.
 BK1962'IN BUNA, AT THE JUNCTION OF U.S. HIGHWAY 96 AND STATE HIGHWAY 62,
 BK1962'173.6 FT. SOUTHEAST OF THE CENTER OF THE CONCRETE MEDIAN OF HIGHWAY
 BK1962'96, 46.5 FT. SOUTHWEST OF THE CENTERLINE OF HIGHWAY 62, 21.0 FT.
 BK1962'EAST OF THE NORTHEAST CORNER OF A 7-11 STORE, 30.9 FT. NORTH-NORTHEAST
 BK1962'OF THE NORTH FACE OF THE FARMERS INSURANCE GROUP BUILDING, 5.5 FT.
 BK1962'WEST OF THE WESTERNMOST ONE OF TWO POWERLINE POLES WITH TRANSFORMER
 BK1962'AND THREE GUY WIRES.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH
 BK1962'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1962'THE MARK IS 11.5 FT  NE FROM A WITNESS POST.
 BK1962'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BK1962
 BK1962                          STATION RECOVERY (2002)
 BK1962
 BK1962'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1962'RECOVERED IN GOOD CONDITION.
 BK1962
 BK1962                          STATION RECOVERY (2004)
 BK1962
 BK1962'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2417 ***********************************************************************
 BY2417  DESIGNATION -  V 1286
 BY2417  PID         -  BY2417
 BY2417  STATE/COUNTY-  TX/SABINE
 BY2417  USGS QUAD   -  BRONSON (1984)
 BY2417
 BY2417                         *CURRENT SURVEY CONTROL
 BY2417  ___________________________________________________________________
 BY2417* NAD 83(1986)-  31 21 10.     (N)    094 01 09.     (W)     SCALED    
 BY2417* NAVD 88     -       100.289  (meters)     329.03   (feet)  ADJUSTED  
 BY2417  ___________________________________________________________________
 BY2417  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BY2417  DYNAMIC HT  -         100.163 (meters)     328.62  (feet)  COMP
 BY2417  MODELED GRAV-     979,385.7   (mgal)                       NAVD 88
 BY2417
 BY2417  VERT ORDER  -  FIRST     CLASS II
 BY2417
 BY2417.The horizontal coordinates were scaled from a topographic map and have
 BY2417.an estimated accuracy of +/- 6 seconds.
 BY2417
 BY2417.The orthometric height was determined by differential leveling
 BY2417.and adjusted by the National Geodetic Survey in June 1991..
 BY2417
 BY2417.The geoid height was determined by GEOID03.
 BY2417
 BY2417.The dynamic height is computed by dividing the NAVD 88
 BY2417.geopotential number by the normal gravity value computed on the
 BY2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2417.degrees latitude (g = 980.6199 gals.).
 BY2417
 BY2417.The modeled gravity was interpolated from observed gravity values.
 BY2417
 BY2417;                    North         East    Units  Estimated Accuracy
 BY2417;SPC TX C     - 3,203,960.    1,300,420.      MT  (+/- 180 meters Scaled)
 BY2417
 BY2417                          SUPERSEDED SURVEY CONTROL
 BY2417
 BY2417  NGVD 29 (??/??/??)  100.308  (m)          329.09   (f) ADJUSTED    1 2
 BY2417
 BY2417.Superseded values are not recommended for survey control.
 BY2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2417.See file dsdata.txt to determine how the superseded data were derived.
 BY2417
 BY2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ030691(NAD 83)
 BY2417_MARKER: DB = BENCH MARK DISK
 BY2417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2417_SP_SET: STAINLESS STEEL ROD
 BY2417_STAMPING: V 1286 1979
 BY2417_PROJECTION: FLUSH
 BY2417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2417_ROD/PIPE-DEPTH: 5.18 meters
 BY2417
 BY2417  HISTORY     - Date     Condition        Report By
 BY2417  HISTORY     - 1979     MONUMENTED       NGS
 BY2417  HISTORY     - 20010508 GOOD             USPSQD
 BY2417
 BY2417                          STATION DESCRIPTION
 BY2417
 BY2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2417'0.7 MI NORTH FROM BRONSON.
 BY2417'0.7 MILE NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2417'HIGHWAY 184 IN BRONSON, AT A PRIVATE DRIVE LEADING EAST, 34.0 FT.
 BY2417'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE DRIVE, 128 FT. EAST-NORTHEAST
 BY2417'OF THE CENTERLINE OF THE HIGHWAY, 120.0 FT. SOUTHWEST OF A LIGHT POLE,
 BY2417'60.5 FT. SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CAR PORT,
 BY2417'53.5 FT. EAST-NORTHEAST OF THE NORTHEAST CORNER OF A 4-FT. CHAIN
 BY2417'LINK FENCE, 12.0 FT. EAST-NORTHEAST OF THE CENTER OF A GATE IN THE
 BY2417'FENCE, 1.0 FT. NORTH-NORTHWEST OF THE FENCE LINE.  DISK IS 4 INCHES
 BY2417'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BY2417'PLUG.
 BY2417'THE MARK IS 2 FT  W FROM A WITNESS POST.
 BY2417'THE MARK IS 5 FT ABOVE THE HIGHWAY.
 BY2417
 BY2417                          STATION RECOVERY (2001)
 BY2417
 BY2417'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BY2417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2523 ***********************************************************************
 BY2523  DESIGNATION -  V 1287
 BY2523  PID         -  BY2523
 BY2523  STATE/COUNTY-  TX/NACOGDOCHES
 BY2523  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY2523
 BY2523                         *CURRENT SURVEY CONTROL
 BY2523  ___________________________________________________________________
 BY2523* NAD 83(1986)-  31 37 19.     (N)    094 39 56.     (W)     SCALED    
 BY2523* NAVD 88     -       129.250  (meters)     424.05   (feet)  ADJUSTED  
 BY2523  ___________________________________________________________________
 BY2523  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY2523  DYNAMIC HT  -         129.090 (meters)     423.52  (feet)  COMP
 BY2523  MODELED GRAV-     979,403.4   (mgal)                       NAVD 88
 BY2523
 BY2523  VERT ORDER  -  FIRST     CLASS II
 BY2523
 BY2523.The horizontal coordinates were scaled from a topographic map and have
 BY2523.an estimated accuracy of +/- 6 seconds.
 BY2523
 BY2523.The orthometric height was determined by differential leveling
 BY2523.and adjusted by the National Geodetic Survey in June 1991..
 BY2523
 BY2523.The geoid height was determined by GEOID03.
 BY2523
 BY2523.The dynamic height is computed by dividing the NAVD 88
 BY2523.geopotential number by the normal gravity value computed on the
 BY2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2523.degrees latitude (g = 980.6199 gals.).
 BY2523
 BY2523.The modeled gravity was interpolated from observed gravity values.
 BY2523
 BY2523;                    North         East    Units  Estimated Accuracy
 BY2523;SPC TX C     - 3,230,450.    1,237,490.      MT  (+/- 180 meters Scaled)
 BY2523
 BY2523                          SUPERSEDED SURVEY CONTROL
 BY2523
 BY2523.No superseded survey control is available for this station.
 BY2523
 BY2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ420997(NAD 83)
 BY2523_MARKER: DB = BENCH MARK DISK
 BY2523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2523_SP_SET: STAINLESS STEEL ROD
 BY2523_STAMPING: V 1287 1979
 BY2523_PROJECTION: FLUSH
 BY2523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2523_ROD/PIPE-DEPTH: 4.57 meters
 BY2523
 BY2523  HISTORY     - Date     Condition        Report By
 BY2523  HISTORY     - 1979     MONUMENTED       NGS
 BY2523  HISTORY     - 19980919 GOOD             USPSQD
 BY2523
 BY2523                          STATION DESCRIPTION
 BY2523
 BY2523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2523'3.6 MI NNW FROM NACOGDOCHES.
 BY2523'3.6 MILES NORTH-NORTHWEST ALONG FARM ROAD 1639 FROM THE JUNCTION OF
 BY2523'U.S. HIGHWAY 59 IN NACOGDOCHES, AT A TURNOUT AT THE TOP OF A HILL ON
 BY2523'THE WEST SIDE OF THE ROAD, 89.5 FT. SOUTHWEST AND ACROSS THE ROAD FROM
 BY2523'A FIRE HYDRANT, 62.0 FT. SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 BY2523'18.5 FT. NORTHEAST OF A DOUBLE GUY WIRE ANCHOR, 4.5 FT. NORTHWEST OF
 BY2523'POWERLINE POLE NUMBER 2300 WITH AN ELECTRIC METER, 15.5 FT. SOUTHEAST
 BY2523'OF A GUY WIRE ANCHOR.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH
 BY2523'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2523'THE MARK IS 2.5 FT  SE FROM A WITNESS POST.
 BY2523'THE MARK IS ABOVE LEVEL WITH ROAD.
 BY2523
 BY2523                          STATION RECOVERY (1998)
 BY2523
 BY2523'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1937 ***********************************************************************
 BK1937  DESIGNATION -  V 1288
 BK1937  PID         -  BK1937
 BK1937  STATE/COUNTY-  TX/JASPER
 BK1937  USGS QUAD   -  ROGANVILLE (1984)
 BK1937
 BK1937                         *CURRENT SURVEY CONTROL
 BK1937  ___________________________________________________________________
 BK1937* NAD 83(1993)-  30 48 05.94331(N)    093 57 53.41256(W)     ADJUSTED  
 BK1937* NAVD 88     -        94.366  (meters)     309.60   (feet)  ADJUSTED  
 BK1937  ___________________________________________________________________
 BK1937  X           -    -379,141.511 (meters)                     COMP
 BK1937  Y           -  -5,470,218.317 (meters)                     COMP
 BK1937  Z           -   3,247,058.546 (meters)                     COMP
 BK1937  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 BK1937  ELLIP HEIGHT-          66.69  (meters)          (02/16/96) GPS OBS
 BK1937  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BK1937  DYNAMIC HT  -          94.244 (meters)     309.20  (feet)  COMP
 BK1937  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BK1937
 BK1937  HORZ ORDER  -  THIRD
 BK1937  VERT ORDER  -  FIRST     CLASS II
 BK1937  ELLP ORDER  -  FIFTH     CLASS I
 BK1937
 BK1937.The horizontal coordinates were established by GPS observations
 BK1937.and adjusted by the National Geodetic Survey in February 1996..
 BK1937
 BK1937.The orthometric height was determined by differential leveling
 BK1937.and adjusted by the National Geodetic Survey in June 1991..
 BK1937
 BK1937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1937
 BK1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1937
 BK1937.The ellipsoidal height was determined by GPS observations
 BK1937.and is referenced to NAD 83.
 BK1937
 BK1937.The geoid height was determined by GEOID03.
 BK1937
 BK1937.The dynamic height is computed by dividing the NAVD 88
 BK1937.geopotential number by the normal gravity value computed on the
 BK1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1937.degrees latitude (g = 980.6199 gals.).
 BK1937
 BK1937.The modeled gravity was interpolated from observed gravity values.
 BK1937
 BK1937;                    North         East     Units Scale Factor Converg.
 BK1937;SPC TX C     - 3,143,257.925 1,309,072.602   MT  0.99988779   +3 16 48.5
 BK1937;SPC TX C     -10,312,505.38  4,294,849.03   sFT  0.99988779   +3 16 48.5
 BK1937;UTM  15      - 3,408,018.192   407,698.640   MT  0.99970509   -0 29 38.7
 BK1937
 BK1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1937!SPC TX C     -   0.99998953  x   0.99988779  =   0.99987732
 BK1937!UTM  15      -   0.99998953  x   0.99970509  =   0.99969462
 BK1937
 BK1937                          SUPERSEDED SURVEY CONTROL
 BK1937
 BK1937  NAD 83(1993)-  30 48 05.94854(N)    093 57 53.40820(W) AD(       ) 3
 BK1937  ELLIP H (01/21/93)   66.59   (m)                       GP(       ) 4 2
 BK1937  NAD 83(1986)-  30 48 05.96078(N)    093 57 53.39998(W) AD(       ) 3
 BK1937  NAD 27      -  30 48 05.25687(N)    093 57 52.73949(W) AD(       ) 3
 BK1937  NGVD 29 (??/??/??)   94.358  (m)          309.57   (f) ADJUSTED    1 2
 BK1937
 BK1937.Superseded values are not recommended for survey control.
 BK1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1937.See file dsdata.txt to determine how the superseded data were derived.
 BK1937
 BK1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0769908018(NAD 83)
 BK1937_MARKER: I = METAL ROD
 BK1937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1937_SP_SET: STAINLESS STEEL ROD
 BK1937_STAMPING: V 1288 1979
 BK1937_MARK LOGO: NGS   
 BK1937_PROJECTION: FLUSH
 BK1937_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1937+STABILITY: POSITION/ELEVATION WELL
 BK1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1937+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1988
 BK1937_ROD/PIPE-DEPTH: 7.62 meters
 BK1937
 BK1937  HISTORY     - Date     Condition        Report By
 BK1937  HISTORY     - 1979     MONUMENTED       NGS
 BK1937  HISTORY     - 19880322 GOOD             NGS
 BK1937  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 BK1937
 BK1937                          STATION DESCRIPTION
 BK1937
 BK1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1937'7.5 MI SE FROM JASPER.
 BK1937'7.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1937'HIGHWAY 190 IN JASPER, 92 FT. EAST-NORTHEAST OF THE CENTERLINE OF THE
 BK1937'HIGHWAY, 25.0 FT. NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD LEADING
 BK1937'EAST TO THE SPROUSES RANCH, 21.0 FT. EAST OF A GUYED POWERLINE POLE,
 BK1937'43.5 FT. EAST OF A CORNER FENCE POST, 1.0 FT. SOUTHEAST OF A
 BK1937'FENCE LINE.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BK1937'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1937'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BK1937'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1937
 BK1937                          STATION RECOVERY (1988)
 BK1937
 BK1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BK1937'RECOVERED IN GOOD CONDITION.
 BK1937
 BK1937                          STATION RECOVERY (2004)
 BK1937
 BK1937'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2393 ***********************************************************************
 BX2393  DESIGNATION -  V 1289
 BX2393  PID         -  BX2393
 BX2393  STATE/COUNTY-  TX/JASPER
 BX2393  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2393
 BX2393                         *CURRENT SURVEY CONTROL
 BX2393  ___________________________________________________________________
 BX2393* NAD 83(1986)-  31 07 55.     (N)    093 59 25.     (W)     SCALED    
 BX2393* NAVD 88     -        55.622  (meters)     182.49   (feet)  ADJUSTED  
 BX2393  ___________________________________________________________________
 BX2393  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BX2393  DYNAMIC HT  -          55.550 (meters)     182.25  (feet)  COMP
 BX2393  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 BX2393
 BX2393  VERT ORDER  -  FIRST     CLASS II
 BX2393
 BX2393.The horizontal coordinates were scaled from a topographic map and have
 BX2393.an estimated accuracy of +/- 6 seconds.
 BX2393
 BX2393.The orthometric height was determined by differential leveling
 BX2393.and adjusted by the National Geodetic Survey in June 1991..
 BX2393
 BX2393.The geoid height was determined by GEOID03.
 BX2393
 BX2393.The dynamic height is computed by dividing the NAVD 88
 BX2393.geopotential number by the normal gravity value computed on the
 BX2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2393.degrees latitude (g = 980.6199 gals.).
 BX2393
 BX2393.The modeled gravity was interpolated from observed gravity values.
 BX2393
 BX2393;                    North         East    Units  Estimated Accuracy
 BX2393;SPC TX C     - 3,179,670.    1,304,560.      MT  (+/- 180 meters Scaled)
 BX2393
 BX2393                          SUPERSEDED SURVEY CONTROL
 BX2393
 BX2393  NGVD 29 (??/??/??)   55.628  (m)          182.51   (f) ADJUSTED    1 2
 BX2393
 BX2393.Superseded values are not recommended for survey control.
 BX2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2393.See file dsdata.txt to determine how the superseded data were derived.
 BX2393
 BX2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ055446(NAD 83)
 BX2393_MARKER: DB = BENCH MARK DISK
 BX2393_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2393_SP_SET: STAINLESS STEEL ROD
 BX2393_STAMPING: V 1289 1979
 BX2393_PROJECTION: FLUSH
 BX2393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2393+STABILITY: POSITION/ELEVATION WELL
 BX2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2393+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 BX2393_ROD/PIPE-DEPTH: 9.14 meters
 BX2393
 BX2393  HISTORY     - Date     Condition        Report By
 BX2393  HISTORY     - 1979     MONUMENTED       NGS
 BX2393  HISTORY     - 20020712 GOOD             USPSQD
 BX2393
 BX2393                          STATION DESCRIPTION
 BX2393
 BX2393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2393'8.2 MI SOUTH FROM PINELAND.
 BX2393'8.2 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2393'ROAD 83 IN PINELAND, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST,
 BX2393'69.9 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 189.0 FT.
 BX2393'NORTH OF THE CENTERLINE OF THE ROAD, 4.1 FT. NORTH OF A POWERLINE
 BX2393'POLE, 94.4 FT. SOUTHEAST OF A LOOP 149 HIGHWAY SIGN.  DISK
 BX2393'IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BX2393'PLASTIC SCREW PLUG.
 BX2393'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BX2393'THE MARK IS 2 FT BELOW THE HIGHWAY.
 BX2393
 BX2393                          STATION RECOVERY (2002)
 BX2393
 BX2393'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BX2393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2496 ***********************************************************************
 BY2496  DESIGNATION -  V 1289 A
 BY2496  PID         -  BY2496
 BY2496  STATE/COUNTY-  TX/CHEROKEE
 BY2496  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY2496
 BY2496                         *CURRENT SURVEY CONTROL
 BY2496  ___________________________________________________________________
 BY2496* NAD 83(1986)-  31 53 03.     (N)    095 00 40.     (W)     SCALED    
 BY2496* NAVD 88     -        89.072  (meters)     292.23   (feet)  ADJUSTED  
 BY2496  ___________________________________________________________________
 BY2496  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY2496  DYNAMIC HT  -          88.965 (meters)     291.88  (feet)  COMP
 BY2496  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 BY2496
 BY2496  VERT ORDER  -  FIRST     CLASS II
 BY2496
 BY2496.The horizontal coordinates were scaled from a topographic map and have
 BY2496.an estimated accuracy of +/- 6 seconds.
 BY2496
 BY2496.The orthometric height was determined by differential leveling
 BY2496.and adjusted by the National Geodetic Survey in June 1991..
 BY2496
 BY2496.The geoid height was determined by GEOID03.
 BY2496
 BY2496.The dynamic height is computed by dividing the NAVD 88
 BY2496.geopotential number by the normal gravity value computed on the
 BY2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2496.degrees latitude (g = 980.6199 gals.).
 BY2496
 BY2496.The modeled gravity was interpolated from observed gravity values.
 BY2496
 BY2496;                    North         East    Units  Estimated Accuracy
 BY2496;SPC TX C     - 3,257,880.    1,203,350.      MT  (+/- 180 meters Scaled)
 BY2496
 BY2496                          SUPERSEDED SURVEY CONTROL
 BY2496
 BY2496.No superseded survey control is available for this station.
 BY2496
 BY2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR097293(NAD 83)
 BY2496_MARKER: DB = BENCH MARK DISK
 BY2496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2496_SP_SET: STAINLESS STEEL ROD
 BY2496_STAMPING: V 1289 A 1979
 BY2496_PROJECTION: FLUSH
 BY2496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2496_ROD/PIPE-DEPTH: 3.20 meters
 BY2496
 BY2496  HISTORY     - Date     Condition        Report By
 BY2496  HISTORY     - 1979     MONUMENTED       NGS
 BY2496  HISTORY     - 19960420 GOOD             USPSQD
 BY2496  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 BY2496
 BY2496                          STATION DESCRIPTION
 BY2496
 BY2496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2496'2.4 MI NW FROM REKLAW.
 BY2496'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF U.S.
 BY2496'HIGHWAY 84 IN REKLAW, AT THE JUNCTION OF A SIDE ROAD LEADING SOUTH AND
 BY2496'A PRIVATE ROAD LEADING NORTH TO AN OLD WOOD FRAME HOUSE, 79.0 FT.
 BY2496'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 62.0 FT. WEST-SOUTHWEST OF
 BY2496'THE CENTERLINE OF THE DRIVE, 10.0 FT. WEST-NORTHWEST OF A RAILROAD TIE
 BY2496'CORNER FENCE POST, 0.8 FT. SOUTH-SOUTHWEST OF A FENCE.  DISK IS 3
 BY2496'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2496'SCREW PLUG.
 BY2496'THE MARK IS 1 FT  SSE FROM A WITNESS POST.
 BY2496'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2496
 BY2496                          STATION RECOVERY (1996)
 BY2496
 BY2496'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2496'RECOVERED IN GOOD CONDITION.
 BY2496
 BY2496                          STATION RECOVERY (2004)
 BY2496
 BY2496'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 BY2496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2469 ***********************************************************************
 BY2469  DESIGNATION -  V 1290
 BY2469  PID         -  BY2469
 BY2469  STATE/COUNTY-  TX/ANDERSON
 BY2469  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2469
 BY2469                         *CURRENT SURVEY CONTROL
 BY2469  ___________________________________________________________________
 BY2469* NAD 83(1986)-  31 48 39.     (N)    095 34 10.     (W)     SCALED    
 BY2469* NAVD 88     -       107.993  (meters)     354.31   (feet)  ADJUSTED  
 BY2469  ___________________________________________________________________
 BY2469  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BY2469  DYNAMIC HT  -         107.862 (meters)     353.88  (feet)  COMP
 BY2469  MODELED GRAV-     979,426.1   (mgal)                       NAVD 88
 BY2469
 BY2469  VERT ORDER  -  FIRST     CLASS II
 BY2469
 BY2469.The horizontal coordinates were scaled from a topographic map and have
 BY2469.an estimated accuracy of +/- 6 seconds.
 BY2469
 BY2469.The orthometric height was determined by differential leveling
 BY2469.and adjusted by the National Geodetic Survey in June 1991..
 BY2469
 BY2469.The geoid height was determined by GEOID03.
 BY2469
 BY2469.The dynamic height is computed by dividing the NAVD 88
 BY2469.geopotential number by the normal gravity value computed on the
 BY2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2469.degrees latitude (g = 980.6199 gals.).
 BY2469
 BY2469.The modeled gravity was interpolated from observed gravity values.
 BY2469
 BY2469;                    North         East    Units  Estimated Accuracy
 BY2469;SPC TX C     - 3,247,360.    1,150,930.      MT  (+/- 180 meters Scaled)
 BY2469
 BY2469                          SUPERSEDED SURVEY CONTROL
 BY2469
 BY2469.No superseded survey control is available for this station.
 BY2469
 BY2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR567223(NAD 83)
 BY2469_MARKER: DB = BENCH MARK DISK
 BY2469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2469_SP_SET: STAINLESS STEEL ROD
 BY2469_STAMPING: V 1290 1980
 BY2469_PROJECTION: FLUSH
 BY2469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2469_ROD/PIPE-DEPTH: 7.0  meters
 BY2469
 BY2469  HISTORY     - Date     Condition        Report By
 BY2469  HISTORY     - 1980     MONUMENTED       NGS
 BY2469
 BY2469                          STATION DESCRIPTION
 BY2469
 BY2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2469'9.3 KM SW FROM NECHES.
 BY2469'4.2 KM. (2.6 MI.) SOUTHWEST ALONG FARM ROAD 2574 FROM THE POST OFFICE
 BY2469'IN NECHES, THENCE 5.1 KM. (3.15 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79,
 BY2469'ALSO 2.3 KM. (1.45 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 BUSINESS FROM
 BY2469'THE FEDERAL BUILDING IN PALESTINE, THENCE 5.5 KM. (3.4 MI.) NORTHEAST
 BY2469'ALONG U.S. HIGHWAY 79, AT THE SOUTHWEST EDGE OF A REST AREA, 23.0 M.
 BY2469'(75.0 FT.) NORTH-NORTHWEST OF A POWERLINE POLE, 32.0 M. (105 FT.)
 BY2469'NORTH-NORTHEAST OF A CONCRETE CULVERT UNDER HIGHWAY, 19.5 M.
 BY2469'(64.0 FT.) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.6 M.
 BY2469'(41.5 FT.) SOUTH-SOUTHWEST OF THE WEST END OF A CONCRETE PICNIC TABLE,
 BY2469'5.9 M. (19.5 FT.) SOUTHWEST OF THE SOUTHWEST CORNER OF A 1.2-M. BY
 BY2469'1.2-M. SQUARE CONCRETE AND STONE TRASH CONTAINER, 3.7 M. (12.0 FT.)
 BY2469'SOUTH OF A FENCE.  DISK IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2469'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2469'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BY2469'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1144 ***********************************************************************
 BZ1144  DESIGNATION -  V 1291
 BZ1144  PID         -  BZ1144
 BZ1144  STATE/COUNTY-  TX/LIMESTONE
 BZ1144  USGS QUAD   -  FARRAR (1966)
 BZ1144
 BZ1144                         *CURRENT SURVEY CONTROL
 BZ1144  ___________________________________________________________________
 BZ1144* NAD 83(1986)-  31 27 38.     (N)    096 16 59.     (W)     SCALED    
 BZ1144* NAVD 88     -       130.030  (meters)     426.61   (feet)  ADJUSTED  
 BZ1144  ___________________________________________________________________
 BZ1144  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BZ1144  DYNAMIC HT  -         129.872 (meters)     426.09  (feet)  COMP
 BZ1144  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 BZ1144  OBS GRAVITY -     979,423.1   (mgal)                       GRAV_OBS
 BZ1144
 BZ1144  VERT ORDER  -  FIRST     CLASS II
 BZ1144
 BZ1144.The horizontal coordinates were scaled from a topographic map and have
 BZ1144.an estimated accuracy of +/- 6 seconds.
 BZ1144
 BZ1144.The orthometric height was determined by differential leveling
 BZ1144.and adjusted by the National Geodetic Survey in June 1991..
 BZ1144
 BZ1144.The geoid height was determined by GEOID03.
 BZ1144
 BZ1144.The dynamic height is computed by dividing the NAVD 88
 BZ1144.geopotential number by the normal gravity value computed on the
 BZ1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1144.degrees latitude (g = 980.6199 gals.).
 BZ1144
 BZ1144.The modeled gravity was interpolated from observed gravity values.
 BZ1144.The observed gravity was obtained from relative gravimeter ties
 BZ1144.to the IGSN71 gravity network.
 BZ1144
 BZ1144;                    North         East    Units  Estimated Accuracy
 BZ1144;SPC TX C     - 3,205,870.    1,084,830.      MT  (+/- 180 meters Scaled)
 BZ1144
 BZ1144                          SUPERSEDED SURVEY CONTROL
 BZ1144
 BZ1144.No superseded survey control is available for this station.
 BZ1144
 BZ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV581838(NAD 83)
 BZ1144_MARKER: I = METAL ROD
 BZ1144_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1144_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1144_STAMPING: V 1291 1980
 BZ1144_PROJECTION: FLUSH
 BZ1144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1144+STABILITY: POSITION/ELEVATION WELL
 BZ1144_ROD/PIPE-DEPTH: 13.7 meters
 BZ1144_SLEEVE-DEPTH  : 12.2 meters
 BZ1144
 BZ1144  HISTORY     - Date     Condition        Report By
 BZ1144  HISTORY     - 1980     MONUMENTED       NGS
 BZ1144
 BZ1144                          STATION DESCRIPTION
 BZ1144
 BZ1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1144'8.9 KM SE FROM PERSONVILLE.
 BZ1144'8.9 KM. (5.5 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1144'STATE HIGHWAY 164 IN PERSONVILLE, ALSO 18.4 KM. (11.45 MI.) NORTHWEST
 BZ1144'ALONG FARM ROAD 39 FROM THE JUNCTION OF U.S. HIGHWAY 79 IN JEWETT,
 BZ1144'0.4 KM. (0.25 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE ROAD CROSSING
 BZ1144'AT THE GENERAL STORE IN FARRAR, IN THE LAWN AT A PINK BUNGALOW HOUSE
 BZ1144'ON THE PROPERTY OF KENNETH R. REED, 61.9 M. (203 FT.) NORTHEAST OF THE
 BZ1144'CENTERLINE OF THE FARM ROAD, 21.5 M. (70.5 FT.) NORTHWEST OF THE
 BZ1144'CENTERLINE OF A DRIVEWAY, 8.7 M. (28.6 FT.) SOUTHEAST OF THE SOUTHEAST
 BZ1144'CORNER OF THE HOUSE, 13.4 M. (44.0 FT.) SOUTHWEST OF A 1-M. OAK TREE,
 BZ1144'1.9 M. (6.2 FT.) NORTHEAST OF THE CENTER OF A WATER METER, 1.4 M.
 BZ1144'(4.7 FT.) SOUTHWEST OF A POWERLINE POLE.  DATUM POINT IS 9 CM. BELOW
 BZ1144'GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1144'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1143 ***********************************************************************
 BZ1143  DESIGNATION -  V 1294
 BZ1143  PID         -  BZ1143
 BZ1143  STATE/COUNTY-  TX/LIMESTONE
 BZ1143  USGS QUAD   -  FARRAR (1966)
 BZ1143
 BZ1143                         *CURRENT SURVEY CONTROL
 BZ1143  ___________________________________________________________________
 BZ1143* NAD 83(1986)-  31 26 43.     (N)    096 16 17.     (W)     SCALED    
 BZ1143* NAVD 88     -       143.693  (meters)     471.43   (feet)  ADJUSTED  
 BZ1143  ___________________________________________________________________
 BZ1143  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BZ1143  DYNAMIC HT  -         143.518 (meters)     470.86  (feet)  COMP
 BZ1143  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 BZ1143
 BZ1143  VERT ORDER  -  FIRST     CLASS II
 BZ1143
 BZ1143.The horizontal coordinates were scaled from a topographic map and have
 BZ1143.an estimated accuracy of +/- 6 seconds.
 BZ1143
 BZ1143.The orthometric height was determined by differential leveling
 BZ1143.and adjusted by the National Geodetic Survey in June 1991..
 BZ1143
 BZ1143.The geoid height was determined by GEOID03.
 BZ1143
 BZ1143.The dynamic height is computed by dividing the NAVD 88
 BZ1143.geopotential number by the normal gravity value computed on the
 BZ1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1143.degrees latitude (g = 980.6199 gals.).
 BZ1143
 BZ1143.The modeled gravity was interpolated from observed gravity values.
 BZ1143
 BZ1143;                    North         East    Units  Estimated Accuracy
 BZ1143;SPC TX C     - 3,204,220.    1,086,000.      MT  (+/- 180 meters Scaled)
 BZ1143
 BZ1143                          SUPERSEDED SURVEY CONTROL
 BZ1143
 BZ1143.No superseded survey control is available for this station.
 BZ1143
 BZ1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV593821(NAD 83)
 BZ1143_MARKER: DB = BENCH MARK DISK
 BZ1143_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1143_SP_SET: STAINLESS STEEL ROD
 BZ1143_STAMPING: V 1294 1980
 BZ1143_PROJECTION: FLUSH
 BZ1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1143_ROD/PIPE-DEPTH: 3.4  meters
 BZ1143
 BZ1143  HISTORY     - Date     Condition        Report By
 BZ1143  HISTORY     - 1980     MONUMENTED       NGS
 BZ1143
 BZ1143                          STATION DESCRIPTION
 BZ1143
 BZ1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1143'18.0 KM NW FROM JEWETT.
 BZ1143'18.0 KM (11.15 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1143'U.S. HIGHWAY 79 IN JEWETT, THENCE 0.1 KM. (0.05 MI.) SOUTHWEST ALONG
 BZ1143'FARM ROAD 1512, AT A FIELD ROAD LEADING NORTHWEST TO A FIELD AND A
 BZ1143'CORRAL, 11.3 M. (37.0 FT.) WEST OF THE CENTERLINE OF THE FARM ROAD,
 BZ1143'3.0 M. (10.0 FT.) NORTH OF THE CENTER OF THE FIELD ROAD AND A WIRE
 BZ1143'GATE, 36.6 M. (120 FT.) SOUTH-SOUTHWEST AND ACROSS THE FARM ROAD
 BZ1143'FROM A POWERLINE POLE, 6.4 M. (21.0 FT.) NORTH OF A FENCE CORNER,
 BZ1143'42.4 M. (139 FT.) SOUTH OF A FENCE CORNER, 0.2 M. (0.5 FT.) EAST OF A
 BZ1143'FENCE.  DISK IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BZ1143'10-CM. PLASTIC SCREW PLUG.
 BZ1143'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1178 ***********************************************************************
 BZ1178  DESIGNATION -  V 1295
 BZ1178  PID         -  BZ1178
 BZ1178  STATE/COUNTY-  TX/HILL
 BZ1178  USGS QUAD   -  MALONE (1978)
 BZ1178
 BZ1178                         *CURRENT SURVEY CONTROL
 BZ1178  ___________________________________________________________________
 BZ1178* NAD 83(1986)-  31 56 13.     (N)    096 56 17.     (W)     SCALED    
 BZ1178* NAVD 88     -       158.773  (meters)     520.91   (feet)  ADJUSTED  
 BZ1178  ___________________________________________________________________
 BZ1178  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BZ1178  DYNAMIC HT  -         158.579 (meters)     520.27  (feet)  COMP
 BZ1178  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 BZ1178
 BZ1178  VERT ORDER  -  FIRST     CLASS II
 BZ1178
 BZ1178.The horizontal coordinates were scaled from a topographic map and have
 BZ1178.an estimated accuracy of +/- 6 seconds.
 BZ1178
 BZ1178.The orthometric height was determined by differential leveling
 BZ1178.and adjusted by the National Geodetic Survey in June 1991..
 BZ1178
 BZ1178.The geoid height was determined by GEOID03.
 BZ1178
 BZ1178.The dynamic height is computed by dividing the NAVD 88
 BZ1178.geopotential number by the normal gravity value computed on the
 BZ1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1178.degrees latitude (g = 980.6199 gals.).
 BZ1178
 BZ1178.The modeled gravity was interpolated from observed gravity values.
 BZ1178
 BZ1178;                    North         East    Units  Estimated Accuracy
 BZ1178;SPC TXNC     - 2,031,070.      747,700.      MT  (+/- 180 meters Scaled)
 BZ1178
 BZ1178                          SUPERSEDED SURVEY CONTROL
 BZ1178
 BZ1178.No superseded survey control is available for this station.
 BZ1178
 BZ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA949353(NAD 83)
 BZ1178_MARKER: I = METAL ROD
 BZ1178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1178_SP_SET: STAINLESS STEEL ROD
 BZ1178_STAMPING: V 1295 1980
 BZ1178_PROJECTION: FLUSH
 BZ1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1178_ROD/PIPE-DEPTH: 7.5  meters
 BZ1178
 BZ1178  HISTORY     - Date     Condition        Report By
 BZ1178  HISTORY     - 1980     MONUMENTED       NGS
 BZ1178  HISTORY     - 19990220 GOOD             USPSQD
 BZ1178  HISTORY     - 20031011 GOOD             USPSQD
 BZ1178
 BZ1178                          STATION DESCRIPTION
 BZ1178
 BZ1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1178'4.7 KM NW FROM MALONE.
 BZ1178'4.7 KM. (2.95 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1178'OF FARM ROAD 308 IN MALONE, AT A DIRT DRIVE LEADING NORTH TO THE A.O.
 BZ1178'HOCKER FARM RESIDENCE, 30.8 M. (101 FT.) NORTH-NORTHEAST OF THE
 BZ1178'CENTERLINE OF THE HIGHWAY, 4.9 M. (16.0 FT.) WEST OF THE CENTER OF THE
 BZ1178'DRIVE, 23.3 M. (76.5 FT.) NORTHEAST OF THE NORTHWEST EDGE OF THE
 BZ1178'NORTHEAST END OF A TRIPLE BOX CULVERT UNDER THE HIGHWAY, 2.4 M.
 BZ1178'(8.0 FT.) WEST OF A CORNER FENCE POST, 0.2 M. (0.5 FT.)
 BZ1178'SOUTH-SOUTHWEST OF A FENCE.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS
 BZ1178'TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1178'THE MARK IS 0.6 METERS  ESE FROM A WITNESS POST.
 BZ1178'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BZ1178
 BZ1178                          STATION RECOVERY (1999)
 BZ1178
 BZ1178'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1178'RECOVERED IN GOOD CONDITION.
 BZ1178
 BZ1178                          STATION RECOVERY (2003)
 BZ1178
 BZ1178'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2432 ***********************************************************************
 BY2432  DESIGNATION -  V 1296
 BY2432  PID         -  BY2432
 BY2432  STATE/COUNTY-  TX/HOUSTON
 BY2432  USGS QUAD   -  CROCKETT (1950)
 BY2432
 BY2432                         *CURRENT SURVEY CONTROL
 BY2432  ___________________________________________________________________
 BY2432* NAD 83(1986)-  31 18 41.     (N)    095 27 29.     (W)     SCALED    
 BY2432* NAVD 88     -       109.535  (meters)     359.37   (feet)  ADJUSTED  
 BY2432  ___________________________________________________________________
 BY2432  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BY2432  DYNAMIC HT  -         109.397 (meters)     358.91  (feet)  COMP
 BY2432  MODELED GRAV-     979,386.0   (mgal)                       NAVD 88
 BY2432
 BY2432  VERT ORDER  -  FIRST     CLASS II
 BY2432
 BY2432.The horizontal coordinates were scaled from a topographic map and have
 BY2432.an estimated accuracy of +/- 6 seconds.
 BY2432
 BY2432.The orthometric height was determined by differential leveling
 BY2432.and adjusted by the National Geodetic Survey in June 1991..
 BY2432
 BY2432.The geoid height was determined by GEOID03.
 BY2432
 BY2432.The dynamic height is computed by dividing the NAVD 88
 BY2432.geopotential number by the normal gravity value computed on the
 BY2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2432.degrees latitude (g = 980.6199 gals.).
 BY2432
 BY2432.The modeled gravity was interpolated from observed gravity values.
 BY2432
 BY2432;                    North         East    Units  Estimated Accuracy
 BY2432;SPC TX C     - 3,192,490.    1,163,890.      MT  (+/- 180 meters Scaled)
 BY2432
 BY2432                          SUPERSEDED SURVEY CONTROL
 BY2432
 BY2432.No superseded survey control is available for this station.
 BY2432
 BY2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ660667(NAD 83)
 BY2432_MARKER: DB = BENCH MARK DISK
 BY2432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2432_SP_SET: STAINLESS STEEL ROD
 BY2432_STAMPING: V 1296 1980
 BY2432_PROJECTION: FLUSH
 BY2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2432_ROD/PIPE-DEPTH: 6.1  meters
 BY2432
 BY2432  HISTORY     - Date     Condition        Report By
 BY2432  HISTORY     - 1980     MONUMENTED       NGS
 BY2432
 BY2432                          STATION DESCRIPTION
 BY2432
 BY2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2432'0.7 KM SOUTH FROM CROCKETT.
 BY2432'0.7 KM. (0.45 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE HOUSTON
 BY2432'COUNTY COURTHOUSE IN CROCKETT, AT THE NORTHWEST CORNER OF THE KNOX
 BY2432'MOTOR IMPLEMENT COMPANY, 13.8 M. (45.3 FT.) EAST OF THE CENTERLINE OF
 BY2432'THE HIGHWAY, 1.3 M. (4.3 FT.) WEST OF A POWERLINE POLE WITH A STREET
 BY2432'LIGHT, 23.4 M. (76.7 FT.) SOUTH-SOUTHEAST OF A POWERLINE POLE.  DISK
 BY2432'IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BY2432'PLASTIC SCREW PLUG.
 BY2432'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BY2432'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2442 ***********************************************************************
 BY2442  DESIGNATION -  V 1297
 BY2442  PID         -  BY2442
 BY2442  STATE/COUNTY-  TX/HOUSTON
 BY2442  USGS QUAD   -  GRAPELAND (1951)
 BY2442
 BY2442                         *CURRENT SURVEY CONTROL
 BY2442  ___________________________________________________________________
 BY2442* NAD 83(1986)-  31 26 27.     (N)    095 28 36.     (W)     SCALED    
 BY2442* NAVD 88     -        99.911  (meters)     327.79   (feet)  ADJUSTED  
 BY2442  ___________________________________________________________________
 BY2442  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY2442  DYNAMIC HT  -          99.787 (meters)     327.38  (feet)  COMP
 BY2442  MODELED GRAV-     979,393.1   (mgal)                       NAVD 88
 BY2442
 BY2442  VERT ORDER  -  FIRST     CLASS II
 BY2442
 BY2442.The horizontal coordinates were scaled from a topographic map and have
 BY2442.an estimated accuracy of +/- 6 seconds.
 BY2442
 BY2442.The orthometric height was determined by differential leveling
 BY2442.and adjusted by the National Geodetic Survey in June 1991..
 BY2442
 BY2442.The geoid height was determined by GEOID03.
 BY2442
 BY2442.The dynamic height is computed by dividing the NAVD 88
 BY2442.geopotential number by the normal gravity value computed on the
 BY2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2442.degrees latitude (g = 980.6199 gals.).
 BY2442
 BY2442.The modeled gravity was interpolated from observed gravity values.
 BY2442
 BY2442;                    North         East    Units  Estimated Accuracy
 BY2442;SPC TX C     - 3,206,750.    1,161,500.      MT  (+/- 180 meters Scaled)
 BY2442
 BY2442                          SUPERSEDED SURVEY CONTROL
 BY2442
 BY2442.No superseded survey control is available for this station.
 BY2442
 BY2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ646811(NAD 83)
 BY2442_MARKER: DB = BENCH MARK DISK
 BY2442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2442_SP_SET: STAINLESS STEEL ROD
 BY2442_STAMPING: V 1297 1980
 BY2442_PROJECTION: FLUSH
 BY2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2442_ROD/PIPE-DEPTH: 3.6  meters
 BY2442
 BY2442  HISTORY     - Date     Condition        Report By
 BY2442  HISTORY     - 1980     MONUMENTED       NGS
 BY2442
 BY2442                          STATION DESCRIPTION
 BY2442
 BY2442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2442'5.9 KM SOUTH FROM GRAPELAND.
 BY2442'5.9 KM. (3.65 MI.) SOUTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY2442'FROM THE JUNCTION OF FARM ROAD 2423 IN GRAPELAND, AT THE SOUTHWEST
 BY2442'CORNER OF THE BRIDGE OVER LITTLE ELKHART CREEK, 14.7 (48.2 FT.) WEST
 BY2442'OF THE CENTERLINE OF U.S. HIGHWAY 287 SOUTHBOUND, 91.7 M. (301 FT.)
 BY2442'SOUTHWEST OF THE SOUTHWEST CONCRETE HEADWALL OF A 3-M. BY 3-M. BOX
 BY2442'CULVERT OVER THE CREEK, 45.4 M. (149 FT.) SOUTHWEST OF THE SOUTH END
 BY2442'OF THE WEST GUARD RAIL, 0.3 M. (1.0 FT.) EAST OF A FENCE, 46.0 M.
 BY2442'(151 FT.) NORTH-NORTHWEST OF A POWERLINE POLE, 5.7 M. (18.8 FT.) NORTH
 BY2442'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.  DISK IS 10 CM. BELOW
 BY2442'GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2442'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BY2442'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0287 ***********************************************************************
 CU0287  DESIGNATION -  V 13
 CU0287  PID         -  CU0287
 CU0287  STATE/COUNTY-  TX/MITCHELL
 CU0287  USGS QUAD   -  LORAINE (1969)
 CU0287
 CU0287                         *CURRENT SURVEY CONTROL
 CU0287  ___________________________________________________________________
 CU0287* NAD 83(1986)-  32 24 58.     (N)    100 41 38.     (W)     SCALED    
 CU0287* NAVD 88     -       704.247  (meters)    2310.52   (feet)  ADJUSTED  
 CU0287  ___________________________________________________________________
 CU0287  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CU0287  DYNAMIC HT  -         703.298 (meters)    2307.40  (feet)  COMP
 CU0287  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 CU0287
 CU0287  VERT ORDER  -  FIRST     CLASS II
 CU0287
 CU0287.The horizontal coordinates were scaled from a topographic map and have
 CU0287.an estimated accuracy of +/- 6 seconds.
 CU0287
 CU0287.The orthometric height was determined by differential leveling
 CU0287.and adjusted by the National Geodetic Survey in June 1991..
 CU0287
 CU0287.The geoid height was determined by GEOID03.
 CU0287
 CU0287.The dynamic height is computed by dividing the NAVD 88
 CU0287.geopotential number by the normal gravity value computed on the
 CU0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0287.degrees latitude (g = 980.6199 gals.).
 CU0287
 CU0287.The modeled gravity was interpolated from observed gravity values.
 CU0287
 CU0287;                    North         East    Units  Estimated Accuracy
 CU0287;SPC TXNC     - 2,085,260.      393,660.      MT  (+/- 180 meters Scaled)
 CU0287
 CU0287                          SUPERSEDED SURVEY CONTROL
 CU0287
 CU0287  NGVD 29 (??/??/92)  703.999  (m)         2309.70   (f) ADJ UNCH    1 2
 CU0287
 CU0287.Superseded values are not recommended for survey control.
 CU0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0287.See file dsdata.txt to determine how the superseded data were derived.
 CU0287
 CU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA407878(NAD 83)
 CU0287_MARKER: P = PIPE CAP
 CU0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0287_STAMPING: V 13 ELEV 2309.749 FT
 CU0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0287
 CU0287  HISTORY     - Date     Condition        Report By
 CU0287  HISTORY     - UNK      MONUMENTED       CGS
 CU0287  HISTORY     - 1956     GOOD             NGS
 CU0287
 CU0287                          STATION DESCRIPTION
 CU0287
 CU0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0287'1.2 MI E FROM LORAINE.
 CU0287'1.2 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0287'AT LORAINE, 2 POLES WEST OF BRIDGE 465.4, 40.2 FEET NORTH OF THE NORTH
 CU0287'RAIL, 14.8 FEET NORTHWEST OF A TELEPHONE POLE, 8.5 FEET SOUTH OF A
 CU0287'FENCE, 1.2 FEET NORTHWEST OF A WITNESS POST, SCREWED ON THE TOP OF A 3
 CU0287'1/2 INCH IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2313 ***********************************************************************
 CS2313  DESIGNATION -  V 130
 CS2313  PID         -  CS2313
 CS2313  STATE/COUNTY-  TX/PARKER
 CS2313  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2313
 CS2313                         *CURRENT SURVEY CONTROL
 CS2313  ___________________________________________________________________
 CS2313* NAD 83(1986)-  32 45 07.     (N)    097 48 51.     (W)     SCALED    
 CS2313* NAVD 88     -       359.758  (meters)    1180.31   (feet)  ADJUSTED  
 CS2313  ___________________________________________________________________
 CS2313  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CS2313  DYNAMIC HT  -         359.318 (meters)    1178.86  (feet)  COMP
 CS2313  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 CS2313
 CS2313  VERT ORDER  -  FIRST     CLASS II
 CS2313
 CS2313.The horizontal coordinates were scaled from a topographic map and have
 CS2313.an estimated accuracy of +/- 6 seconds.
 CS2313
 CS2313.The orthometric height was determined by differential leveling
 CS2313.and adjusted by the National Geodetic Survey in June 1991..
 CS2313
 CS2313.The geoid height was determined by GEOID03.
 CS2313
 CS2313.The dynamic height is computed by dividing the NAVD 88
 CS2313.geopotential number by the normal gravity value computed on the
 CS2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2313.degrees latitude (g = 980.6199 gals.).
 CS2313
 CS2313.The modeled gravity was interpolated from observed gravity values.
 CS2313
 CS2313;                    North         East    Units  Estimated Accuracy
 CS2313;SPC TXNC     - 2,120,560.      664,260.      MT  (+/- 180 meters Scaled)
 CS2313
 CS2313                          SUPERSEDED SURVEY CONTROL
 CS2313
 CS2313  NGVD 29 (??/??/92)  359.670  (m)         1180.02   (f) ADJ UNCH    1 2
 CS2313
 CS2313.Superseded values are not recommended for survey control.
 CS2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2313.See file dsdata.txt to determine how the superseded data were derived.
 CS2313
 CS2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB110244(NAD 83)
 CS2313_MARKER: DB = BENCH MARK DISK
 CS2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2313_STAMPING: V 130 1952
 CS2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2313+STABILITY: SURFACE MOTION
 CS2313
 CS2313  HISTORY     - Date     Condition        Report By
 CS2313  HISTORY     - 1952     MONUMENTED       CGS
 CS2313  HISTORY     - 1964     GOOD             NGS
 CS2313  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2313  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2313  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2313
 CS2313                          STATION DESCRIPTION
 CS2313
 CS2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2313'1.55 MI SW FROM WEATHERFORD.
 CS2313'TO REACH FROM THE COURTHOUSE IN WEATHERFORD GO WEST ON U. S. HIGHWAY
 CS2313'80 FOR 1.0 MILE TO THE STOP LIGHT, WHERE U. S. HIGHWAYS 80 AND 180
 CS2313'SEPARATE.  TURN LEFT, GO 0.05 MILE TO BOWIE DRIVE, THENCE SOUTHERLY ON
 CS2313'BOWIE DRIVE FOR 0.4 MILE TO WINONA STREET.  TURN LEFT, GO 0.05 MILE TO
 CS2313'BENCH MARK, 130 FEET SOUTHEAST OF WINONA STREET, 141 FEET NORTHEAST OF
 CS2313'THE NORTHWEST CORNER OF A WHITE HOUSE, AND 4 FEET NORTH OF A BRACED
 CS2313'IRON POST, AND IS FLUSH WITH THE GROUND.
 CS2313
 CS2313                          STATION RECOVERY (1997)
 CS2313
 CS2313'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2313'MARK NOT FOUND.
 CS2313
 CS2313                          STATION RECOVERY (2002)
 CS2313
 CS2313'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2313'MARK NOT FOUND.
 CS2313
 CS2313                          STATION RECOVERY (2004)
 CS2313
 CS2313'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1114 ***********************************************************************
 BZ1114  DESIGNATION -  V 1300
 BZ1114  PID         -  BZ1114
 BZ1114  STATE/COUNTY-  TX/BELL
 BZ1114  USGS QUAD   -  TROY (1993)
 BZ1114
 BZ1114                         *CURRENT SURVEY CONTROL
 BZ1114  ___________________________________________________________________
 BZ1114* NAD 83(1986)-  31 14 12.     (N)    097 17 07.     (W)     SCALED    
 BZ1114* NAVD 88     -       206.030  (meters)     675.95   (feet)  ADJUSTED  
 BZ1114  ___________________________________________________________________
 BZ1114  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ1114  DYNAMIC HT  -         205.759 (meters)     675.06  (feet)  COMP
 BZ1114  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 BZ1114
 BZ1114  VERT ORDER  -  FIRST     CLASS II
 BZ1114
 BZ1114.The horizontal coordinates were scaled from a topographic map and have
 BZ1114.an estimated accuracy of +/- 6 seconds.
 BZ1114
 BZ1114.The orthometric height was determined by differential leveling
 BZ1114.and adjusted by the National Geodetic Survey in June 1991..
 BZ1114
 BZ1114.The geoid height was determined by GEOID03.
 BZ1114
 BZ1114.The dynamic height is computed by dividing the NAVD 88
 BZ1114.geopotential number by the normal gravity value computed on the
 BZ1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1114.degrees latitude (g = 980.6199 gals.).
 BZ1114
 BZ1114.The modeled gravity was interpolated from observed gravity values.
 BZ1114
 BZ1114;                    North         East    Units  Estimated Accuracy
 BZ1114;SPC TX C     - 3,178,020.      990,310.      MT  (+/- 180 meters Scaled)
 BZ1114
 BZ1114                          SUPERSEDED SURVEY CONTROL
 BZ1114
 BZ1114.No superseded survey control is available for this station.
 BZ1114
 BZ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV633570(NAD 83)
 BZ1114_MARKER: I = METAL ROD
 BZ1114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1114_SP_SET: STAINLESS STEEL ROD
 BZ1114_STAMPING: V 1300 1980
 BZ1114_PROJECTION: FLUSH
 BZ1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1114_ROD/PIPE-DEPTH: 3.4  meters
 BZ1114
 BZ1114  HISTORY     - Date     Condition        Report By
 BZ1114  HISTORY     - 1980     MONUMENTED       NGS
 BZ1114  HISTORY     - 19910511 GOOD             USPSQD
 BZ1114  HISTORY     - 19950715 GOOD             USPSQD
 BZ1114  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1114
 BZ1114                          STATION DESCRIPTION
 BZ1114
 BZ1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1114'3.6 KM NE FROM TROY.
 BZ1114'3.6 KM. (2.25 MI.) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF
 BZ1114'INTERSTATE 35 FROM THE JUNCTION OF FARM ROAD 935 IN TROY, AT THE
 BZ1114'JUNCTION OF BIG ELM ROAD, AT THE BIG ELM ROAD HIGHWAY SIGN ON THE EAST
 BZ1114'SIDE OF THE EAST FRONTAGE ROAD, 92.0 M. (302 FT.) SOUTHEAST OF THE
 BZ1114'SOUTHEAST END OF THE GUARDRAIL OF THE OVERPASS, 50.2 M. (165 FT.)
 BZ1114'SOUTHWEST OF THE CENTER OF THE EAST BIG ELM ROAD, 9.6 M. (31.5 FT.)
 BZ1114'EAST-SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 26.9 M.
 BZ1114'(88.4 FT.) EAST-NORTHEAST OF THE CENTER OF A STORM SEWER COVER, 1.7 M.
 BZ1114'(5.7 FT.) EAST OF THE WEST LEG OF THE HIGHWAY SIGN, 1.4 M. (4.7 FT.)
 BZ1114'NORTH OF THE EAST LEG OF THE HIGHWAY SIGN.  NOTE-A 7-CM. HOLE WAS
 BZ1114'DRILLED TO 3.0 M. ROD PLACED IN HOLE, DRIVEN UNTIL ANCHORED, CEMENT
 BZ1114'POURED TO CEMENT ROD TO ROCK.  DATUM POINT IS 9 CM. BELOW GROUND,
 BZ1114'ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1114'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 BZ1114
 BZ1114                          STATION RECOVERY (1991)
 BZ1114
 BZ1114'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1114'RECOVERED IN GOOD CONDITION.
 BZ1114
 BZ1114                          STATION RECOVERY (1995)
 BZ1114
 BZ1114'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1114'RECOVERED IN GOOD CONDITION.
 BZ1114
 BZ1114                          STATION RECOVERY (2001)
 BZ1114
 BZ1114'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1072 ***********************************************************************
 BZ1072  DESIGNATION -  V 1301
 BZ1072  PID         -  BZ1072
 BZ1072  STATE/COUNTY-  TX/MCLENNAN
 BZ1072  USGS QUAD   -  ELM MOTT (1975)
 BZ1072
 BZ1072                         *CURRENT SURVEY CONTROL
 BZ1072  ___________________________________________________________________
 BZ1072* NAD 83(1986)-  31 43 43.     (N)    097 06 13.     (W)     SCALED    
 BZ1072* NAVD 88     -       164.441  (meters)     539.50   (feet)  ADJUSTED  
 BZ1072  ___________________________________________________________________
 BZ1072  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ1072  DYNAMIC HT  -         164.236 (meters)     538.83  (feet)  COMP
 BZ1072  MODELED GRAV-     979,387.5   (mgal)                       NAVD 88
 BZ1072
 BZ1072  VERT ORDER  -  FIRST     CLASS II
 BZ1072
 BZ1072.The horizontal coordinates were scaled from a topographic map and have
 BZ1072.an estimated accuracy of +/- 6 seconds.
 BZ1072
 BZ1072.The orthometric height was determined by differential leveling
 BZ1072.and adjusted by the National Geodetic Survey in June 1991..
 BZ1072
 BZ1072.The geoid height was determined by GEOID03.
 BZ1072
 BZ1072.The dynamic height is computed by dividing the NAVD 88
 BZ1072.geopotential number by the normal gravity value computed on the
 BZ1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1072.degrees latitude (g = 980.6199 gals.).
 BZ1072
 BZ1072.The modeled gravity was interpolated from observed gravity values.
 BZ1072
 BZ1072;                    North         East    Units  Estimated Accuracy
 BZ1072;SPC TX C     - 3,233,030.    1,006,030.      MT  (+/- 180 meters Scaled)
 BZ1072
 BZ1072                          SUPERSEDED SURVEY CONTROL
 BZ1072
 BZ1072.No superseded survey control is available for this station.
 BZ1072
 BZ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA796119(NAD 83)
 BZ1072_MARKER: I = METAL ROD
 BZ1072_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1072_SP_SET: STAINLESS STEEL ROD
 BZ1072_STAMPING: V 1301 1980
 BZ1072_PROJECTION: FLUSH
 BZ1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1072+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1072_ROD/PIPE-DEPTH: 8.2  meters
 BZ1072
 BZ1072  HISTORY     - Date     Condition        Report By
 BZ1072  HISTORY     - 1980     MONUMENTED       NGS
 BZ1072  HISTORY     - 19910511 GOOD             USPSQD
 BZ1072  HISTORY     - 19950715 GOOD             USPSQD
 BZ1072  HISTORY     - 20010317 GOOD             USPSQD
 BZ1072  HISTORY     - 20031011 GOOD             USPSQD
 BZ1072
 BZ1072                          STATION DESCRIPTION
 BZ1072
 BZ1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1072'8.9 KM SOUTH FROM WEST.
 BZ1072'8.9 KM. (5.5 MI.) SOUTH ALONG THE FRONTAGE ROAD WHICH PARALLELS
 BZ1072'INTERSTATE 35 ON THE WEST SIDE FROM THE JUNCTION OF FARM ROAD 2114 IN
 BZ1072'WEST, AT THE TOURS ROAD OVERPASS, ALSO 6.4 KM. (4.0 MI.) NORTH ALONG
 BZ1072'THE FRONTAGE ROAD FROM THE JUNCTION OF FARM ROAD 308 IN ELM MOTT,
 BZ1072'28.3 M. (92.8 FT.) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 0.3 M.
 BZ1072'(1.0 FT.) SOUTH OF A FENCE, 2.1 M. (6.9 FT.) WEST-SOUTHWEST OF A
 BZ1072'CORNER FENCE POST, 2.7 M. (8.7 FT.) WEST-SOUTHWEST OF A RIGHT-OF-WAY
 BZ1072'MARKER, 19.4 M. (63.7 FT.) WEST OF THE CENTER OF A 1.8-M. CONCRETE
 BZ1072'CULVERT HEADWALL, 33.5 M. (110.0 FT.) SOUTH-SOUTHWEST OF A TOURS ROAD
 BZ1072'HIGHWAY SIGN, 28.7 M. (94.0 FT.) NORTHWEST OF THE NORTHWESTERNMOST
 BZ1072'PIER OF THE OVERPASS.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO
 BZ1072'WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1072'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BZ1072'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BZ1072
 BZ1072                          STATION RECOVERY (1991)
 BZ1072
 BZ1072'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1072'RECOVERED IN GOOD CONDITION.
 BZ1072
 BZ1072                          STATION RECOVERY (1995)
 BZ1072
 BZ1072'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1072'RECOVERED IN GOOD CONDITION.
 BZ1072
 BZ1072                          STATION RECOVERY (2001)
 BZ1072
 BZ1072'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1072'RECOVERED IN GOOD CONDITION.
 BZ1072
 BZ1072                          STATION RECOVERY (2003)
 BZ1072
 BZ1072'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1099 ***********************************************************************
 BZ1099  DESIGNATION -  V 1302
 BZ1099  PID         -  BZ1099
 BZ1099  STATE/COUNTY-  TX/MCLENNAN
 BZ1099  USGS QUAD   -  LORENA (1993)
 BZ1099
 BZ1099                         *CURRENT SURVEY CONTROL
 BZ1099  ___________________________________________________________________
 BZ1099* NAD 83(1986)-  31 25 05.     (N)    097 11 49.     (W)     SCALED    
 BZ1099* NAVD 88     -       172.797  (meters)     566.92   (feet)  ADJUSTED  
 BZ1099  ___________________________________________________________________
 BZ1099  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BZ1099  DYNAMIC HT  -         172.575 (meters)     566.19  (feet)  COMP
 BZ1099  MODELED GRAV-     979,353.1   (mgal)                       NAVD 88
 BZ1099
 BZ1099  VERT ORDER  -  FIRST     CLASS II
 BZ1099
 BZ1099.The horizontal coordinates were scaled from a topographic map and have
 BZ1099.an estimated accuracy of +/- 6 seconds.
 BZ1099
 BZ1099.The orthometric height was determined by differential leveling
 BZ1099.and adjusted by the National Geodetic Survey in June 1991..
 BZ1099
 BZ1099.The geoid height was determined by GEOID03.
 BZ1099
 BZ1099.The dynamic height is computed by dividing the NAVD 88
 BZ1099.geopotential number by the normal gravity value computed on the
 BZ1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1099.degrees latitude (g = 980.6199 gals.).
 BZ1099
 BZ1099.The modeled gravity was interpolated from observed gravity values.
 BZ1099
 BZ1099;                    North         East    Units  Estimated Accuracy
 BZ1099;SPC TX C     - 3,198,360.      998,160.      MT  (+/- 180 meters Scaled)
 BZ1099
 BZ1099                          SUPERSEDED SURVEY CONTROL
 BZ1099
 BZ1099.No superseded survey control is available for this station.
 BZ1099
 BZ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV713773(NAD 83)
 BZ1099_MARKER: I = METAL ROD
 BZ1099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1099_SP_SET: STAINLESS STEEL ROD
 BZ1099_STAMPING: V 1302 1980
 BZ1099_PROJECTION: FLUSH
 BZ1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1099_ROD/PIPE-DEPTH: 3.0  meters
 BZ1099
 BZ1099  HISTORY     - Date     Condition        Report By
 BZ1099  HISTORY     - 1980     MONUMENTED       NGS
 BZ1099  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1099  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1099  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1099
 BZ1099                          STATION DESCRIPTION
 BZ1099
 BZ1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1099'4.3 KM NORTH FROM LORENA.
 BZ1099'4.3 KM. (2.7 MI.) NORTH ALONG THE FRONTAGE ROAD (J.H. KULTGEN
 BZ1099'EXPRESSWAY) ON THE WEST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF
 BZ1099'FARM ROAD 2837 IN LORENA, AT A GRAVEL ROAD LEADING SOUTHWEST TO THE
 BZ1099'MISOURI KANSAS TEXAS RAILROAD CROSSING, ABOUT 90 M. (300 FT.) NORTH OF
 BZ1099'BULL HIDE CREEK, 30.5 M. (100 FT.) WEST OF THE CENTERLINE OF THE
 BZ1099'FRONTAGE ROAD, 43.3 M. (142 FT.) SOUTHWEST OF A POWERLINE POLE AND A
 BZ1099'TELEPHONE CABLE JUNCTION BOX, 19.2 M. (63.0 FT.) SOUTH OF A GRAVEL
 BZ1099'ROAD, 3.3 M. (11.0 FT.) SOUTH OF A CORNER FENCE POST AND A CONCRETE
 BZ1099'RIGHT-OF-WAY MARKER.  NOTE-ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD
 BZ1099'LIMESTONE.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1099'THROUGH A 13-CM. LOGO CAP.
 BZ1099'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BZ1099'THE MARK IS 0.3 M BELOW THE ROAD.
 BZ1099
 BZ1099                          STATION RECOVERY (1995)
 BZ1099
 BZ1099'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1099'MARK NOT FOUND.
 BZ1099
 BZ1099                          STATION RECOVERY (2001)
 BZ1099
 BZ1099'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1099'MARK NOT FOUND.
 BZ1099
 BZ1099                          STATION RECOVERY (2003)
 BZ1099
 BZ1099'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0780 ***********************************************************************
 BM0780  DESIGNATION -  V 1303
 BM0780  PID         -  BM0780
 BM0780  STATE/COUNTY-  TX/WILLIAMSON
 BM0780  USGS QUAD   -  GRANGER (1988)
 BM0780
 BM0780                         *CURRENT SURVEY CONTROL
 BM0780  ___________________________________________________________________
 BM0780* NAD 83(1986)-  30 44 13.     (N)    097 26 25.     (W)     SCALED    
 BM0780* NAVD 88     -       174.329  (meters)     571.94   (feet)  ADJUSTED  
 BM0780  ___________________________________________________________________
 BM0780  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BM0780  DYNAMIC HT  -         174.097 (meters)     571.18  (feet)  COMP
 BM0780  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 BM0780
 BM0780  VERT ORDER  -  FIRST     CLASS II
 BM0780
 BM0780.The horizontal coordinates were scaled from a topographic map and have
 BM0780.an estimated accuracy of +/- 6 seconds.
 BM0780
 BM0780.The orthometric height was determined by differential leveling
 BM0780.and adjusted by the National Geodetic Survey in June 1991..
 BM0780
 BM0780.The geoid height was determined by GEOID03.
 BM0780
 BM0780.The dynamic height is computed by dividing the NAVD 88
 BM0780.geopotential number by the normal gravity value computed on the
 BM0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0780.degrees latitude (g = 980.6199 gals.).
 BM0780
 BM0780.The modeled gravity was interpolated from observed gravity values.
 BM0780
 BM0780;                    North         East    Units  Estimated Accuracy
 BM0780;SPC TX C     - 3,122,250.      976,990.      MT  (+/- 180 meters Scaled)
 BM0780
 BM0780                          SUPERSEDED SURVEY CONTROL
 BM0780
 BM0780.No superseded survey control is available for this station.
 BM0780
 BM0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV493014(NAD 83)
 BM0780_MARKER: I = METAL ROD
 BM0780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0780_SP_SET: STAINLESS STEEL ROD
 BM0780_STAMPING: V 1303 1980
 BM0780_MARK LOGO: NGS   
 BM0780_PROJECTION: RECESSED 5 CENTIMETERS
 BM0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0780+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0780_ROD/PIPE-DEPTH: 6.1  meters
 BM0780
 BM0780  HISTORY     - Date     Condition        Report By
 BM0780  HISTORY     - 1980     MONUMENTED       NGS
 BM0780  HISTORY     - 1990     GOOD             USPSQD
 BM0780  HISTORY     - 20050725 GOOD             USPSQD
 BM0780
 BM0780                          STATION DESCRIPTION
 BM0780
 BM0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0780'2.5 KM (1.55 MI) NORTH FROM GRANGER.
 BM0780'2.5 KM (1.55 MI) NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0780'FARM ROAD 971 IN GRANGER, ALSO 6.7 KM (4.15 MI) SOUTH ALONG STATE
 BM0780'HIGHWAY 95 FROM THE JUNCTION OF FARM ROAD 487 IN BARTLETT, 20.1 METERS
 BM0780'(66.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 102.4 METERS (336 FT)
 BM0780'NORTH OF THE NORTHEAST CORNER OF THE EAST HEADWALL OF A CULVERT UNDER
 BM0780'THE HIGHWAY, 11.3 METERS (37.0 FT) SOUTH OF A TELEPHONE JUNCTION BOX,
 BM0780'1.2 METERS (4.0 FT) NORTH OF A POWERLINE POLE WITH A TRANSFORMER AND A
 BM0780'GUY WIRE, 4.3 METERS (14.0 FT) SOUTH OF A GUY WIRE ANCHOR.
 BM0780'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 BM0780'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BM0780
 BM0780                          STATION RECOVERY (1990)
 BM0780
 BM0780'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0780'RECOVERED IN GOOD CONDITION.
 BM0780
 BM0780                          STATION RECOVERY (2005)
 BM0780
 BM0780'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0780'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0804 ***********************************************************************
 BM0804  DESIGNATION -  V 1304
 BM0804  PID         -  BM0804
 BM0804  STATE/COUNTY-  TX/WILLIAMSON
 BM0804  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0804
 BM0804                         *CURRENT SURVEY CONTROL
 BM0804  ___________________________________________________________________
 BM0804* NAD 83(1986)-  30 29 33.     (N)    097 40 32.     (W)     SCALED    
 BM0804* NAVD 88     -       242.720  (meters)     796.32   (feet)  ADJUSTED  
 BM0804  ___________________________________________________________________
 BM0804  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BM0804  DYNAMIC HT  -         242.391 (meters)     795.24  (feet)  COMP
 BM0804  MODELED GRAV-     979,278.2   (mgal)                       NAVD 88
 BM0804
 BM0804  VERT ORDER  -  FIRST     CLASS II
 BM0804
 BM0804.The horizontal coordinates were scaled from a topographic map and have
 BM0804.an estimated accuracy of +/- 6 seconds.
 BM0804
 BM0804.The orthometric height was determined by differential leveling
 BM0804.and adjusted by the National Geodetic Survey in June 1991..
 BM0804
 BM0804.The geoid height was determined by GEOID03.
 BM0804
 BM0804.The dynamic height is computed by dividing the NAVD 88
 BM0804.geopotential number by the normal gravity value computed on the
 BM0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0804.degrees latitude (g = 980.6199 gals.).
 BM0804
 BM0804.The modeled gravity was interpolated from observed gravity values.
 BM0804
 BM0804;                    North         East    Units  Estimated Accuracy
 BM0804;SPC TX C     - 3,094,600.      955,120.      MT  (+/- 180 meters Scaled)
 BM0804
 BM0804                          SUPERSEDED SURVEY CONTROL
 BM0804
 BM0804.No superseded survey control is available for this station.
 BM0804
 BM0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU271741(NAD 83)
 BM0804_MARKER: I = METAL ROD
 BM0804_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BM0804+WITH SETTING: INFORMATION.
 BM0804_SP_SET: SHALLOW SET METAL ROD
 BM0804_STAMPING: V 1304 1980
 BM0804_MARK LOGO: NGS   
 BM0804_PROJECTION: FLUSH
 BM0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0804_ROD/PIPE-DEPTH: 1.5  meters
 BM0804
 BM0804  HISTORY     - Date     Condition        Report By
 BM0804  HISTORY     - 1980     MONUMENTED       NGS
 BM0804  HISTORY     - 1990     GOOD             USPSQD
 BM0804  HISTORY     - 19990602 GOOD             USPSQD
 BM0804  HISTORY     - 20020412 GOOD             JCLS
 BM0804  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 BM0804
 BM0804                          STATION DESCRIPTION
 BM0804
 BM0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0804'2.0 KM (1.25 MI) SOUTH FROM ROUND ROCK.
 BM0804'2.0 KM (1.2 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS (MAYS STREET)
 BM0804'FROM THE JUNCTION OF RANCH ROAD 620 WEST IN ROUND ROCK, AT THE
 BM0804'JUNCTION OF TOWER STREET, AT THE TOWER STREET WATER PUMPING STATION,
 BM0804'17.2 METERS (56.4 FT) NORTH OF THE CENTERLINE OF TOWER STREET,
 BM0804'15.3 METERS (50.1 FT) EAST OF THE CENTERLINE OF MAYS STREET,
 BM0804'30.6 METERS (100.3 FT) SOUTH OF A POWERLINE POLE WITH THREE
 BM0804'TRANSFORMERS, 10.4 METERS (34.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 BM0804'OF THE SMALL PUMPING STATION BUILDING, 4.2 METERS (13.8 FT) SOUTHEAST
 BM0804'OF A 30-CM WATER MAIN SHUT-OFF VALVE, 0.8 METER (2.6 FT) NORTH OF A
 BM0804'CORNER FENCE POST, 0.3 METER (1.0 FT) WEST OF THE CHAIN LINK FENCE
 BM0804'ENCLOSING THE PUMP STATION.  NOTE-ROD IS ANCHORED FIRMLY IN HARD
 BM0804'AUSTIN CHALK AND LIMESTONE.
 BM0804'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 BM0804'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BM0804
 BM0804                          STATION RECOVERY (1990)
 BM0804
 BM0804'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0804'RECOVERED IN GOOD CONDITION.
 BM0804
 BM0804                          STATION RECOVERY (1999)
 BM0804
 BM0804'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0804'RECOVERED IN GOOD CONDITION.
 BM0804
 BM0804                          STATION RECOVERY (2002)
 BM0804
 BM0804'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 BM0804'RECOVERED IN GOOD CONDITION.
 BM0804
 BM0804                          STATION RECOVERY (2004)
 BM0804
 BM0804'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVS)
 BM0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0748 ***********************************************************************
 BM0748  DESIGNATION -  V 1305
 BM0748  PID         -  BM0748
 BM0748  STATE/COUNTY-  TX/HAYS
 BM0748  USGS QUAD   -  BUDA (1994)
 BM0748
 BM0748                         *CURRENT SURVEY CONTROL
 BM0748  ___________________________________________________________________
 BM0748* NAD 83(1986)-  30 03 37.     (N)    097 49 57.     (W)     SCALED    
 BM0748* NAVD 88     -       218.410  (meters)     716.57   (feet)  ADJUSTED  
 BM0748  ___________________________________________________________________
 BM0748  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0748  DYNAMIC HT  -         218.104 (meters)     715.56  (feet)  COMP
 BM0748  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 BM0748
 BM0748  VERT ORDER  -  FIRST     CLASS II
 BM0748
 BM0748.The horizontal coordinates were scaled from a topographic map and have
 BM0748.an estimated accuracy of +/- 6 seconds.
 BM0748
 BM0748.The orthometric height was determined by differential leveling
 BM0748.and adjusted by the National Geodetic Survey in June 1991..
 BM0748
 BM0748.The geoid height was determined by GEOID03.
 BM0748
 BM0748.The dynamic height is computed by dividing the NAVD 88
 BM0748.geopotential number by the normal gravity value computed on the
 BM0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0748.degrees latitude (g = 980.6199 gals.).
 BM0748
 BM0748.The modeled gravity was interpolated from observed gravity values.
 BM0748
 BM0748;                    North         East    Units  Estimated Accuracy
 BM0748;SPC TXSC     - 4,247,370.      712,570.      MT  (+/- 180 meters Scaled)
 BM0748
 BM0748                          SUPERSEDED SURVEY CONTROL
 BM0748
 BM0748.No superseded survey control is available for this station.
 BM0748
 BM0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU125260(NAD 83)
 BM0748_MARKER: I = METAL ROD
 BM0748_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0748_SP_SET: STAINLESS STEEL ROD
 BM0748_STAMPING: V 1305 1980
 BM0748_MARK LOGO: NGS   
 BM0748_PROJECTION: RECESSED 3 CENTIMETERS
 BM0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0748_ROD/PIPE-DEPTH: 7.0  meters
 BM0748
 BM0748  HISTORY     - Date     Condition        Report By
 BM0748  HISTORY     - 1980     MONUMENTED       NGS
 BM0748  HISTORY     - 1990     GOOD             USPSQD
 BM0748  HISTORY     - 1990     GOOD             USPSQD
 BM0748  HISTORY     - 19910116 GOOD             USPSQD
 BM0748  HISTORY     - 19910828 GOOD             USPSQD
 BM0748  HISTORY     - 19930808 GOOD             USPSQD
 BM0748  HISTORY     - 19950726 GOOD             USPSQD
 BM0748  HISTORY     - 19990925 GOOD             USPSQD
 BM0748
 BM0748                          STATION DESCRIPTION
 BM0748
 BM0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0748'8.9 KM (5.55 MI) NE FROM KYLE.
 BM0748'8.9 KM (5.55 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BM0748'35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE, AT A FIELD OPENING,
 BM0748'0.3 KM (0.2 MI) NORTHEAST OF THE JUNCTION OF A PAVED ROAD LEADING
 BM0748'EAST, 68.9 METERS (226 FT) SOUTH-SOUTHEAST OF THE EASTERNMOST ONE OF
 BM0748'TWO LEGS SUPPORTING A HIGHWAY SIGN WHICH READS NIEDERWALD 1 MILE,
 BM0748'18.1 METERS (59.5 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE
 BM0748'ROAD, 4.0 METERS (13.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE GATE
 BM0748'AT THE FIELD OPENING, 0.3 METER (1.0 FT) NORTHWEST OF A NORTH-SOUTH
 BM0748'FENCE LINE, 42.4 METERS (139 FT ) EAST OF THE CENTER OF A CULVERT
 BM0748'UNDER THE NORTHBOUND LANES OF THE INTERSTATE.
 BM0748'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 BM0748'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 BM0748
 BM0748                          STATION RECOVERY (1990)
 BM0748
 BM0748'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0748'RECOVERED IN GOOD CONDITION.
 BM0748
 BM0748                          STATION RECOVERY (1990)
 BM0748
 BM0748'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0748'RECOVERED IN GOOD CONDITION.
 BM0748
 BM0748                          STATION RECOVERY (1991)
 BM0748
 BM0748'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0748'RECOVERED IN GOOD CONDITION.
 BM0748
 BM0748                          STATION RECOVERY (1991)
 BM0748
 BM0748'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0748'RECOVERED IN GOOD CONDITION.
 BM0748
 BM0748                          STATION RECOVERY (1993)
 BM0748
 BM0748'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BM0748'RECOVERED IN GOOD CONDITION.
 BM0748
 BM0748                          STATION RECOVERY (1995)
 BM0748
 BM0748'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0748'RECOVERED IN GOOD CONDITION.
 BM0748
 BM0748                          STATION RECOVERY (1999)
 BM0748
 BM0748'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2441 ***********************************************************************
 AX2441  DESIGNATION -  V 1306
 AX2441  PID         -  AX2441
 AX2441  STATE/COUNTY-  TX/HAYS
 AX2441  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2441
 AX2441                         *CURRENT SURVEY CONTROL
 AX2441  ___________________________________________________________________
 AX2441* NAD 83(1986)-  29 50 21.     (N)    097 58 25.     (W)     SCALED    
 AX2441* NAVD 88     -       199.149  (meters)     653.37   (feet)  ADJUSTED  
 AX2441  ___________________________________________________________________
 AX2441  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AX2441  DYNAMIC HT  -         198.867 (meters)     652.45  (feet)  COMP
 AX2441  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 AX2441
 AX2441  VERT ORDER  -  FIRST     CLASS II
 AX2441
 AX2441.The horizontal coordinates were scaled from a topographic map and have
 AX2441.an estimated accuracy of +/- 6 seconds.
 AX2441
 AX2441.The orthometric height was determined by differential leveling
 AX2441.and adjusted by the National Geodetic Survey in June 1991..
 AX2441
 AX2441.The geoid height was determined by GEOID03.
 AX2441
 AX2441.The dynamic height is computed by dividing the NAVD 88
 AX2441.geopotential number by the normal gravity value computed on the
 AX2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2441.degrees latitude (g = 980.6199 gals.).
 AX2441
 AX2441.The modeled gravity was interpolated from observed gravity values.
 AX2441
 AX2441;                    North         East    Units  Estimated Accuracy
 AX2441;SPC TXSC     - 4,222,740.      699,180.      MT  (+/- 180 meters Scaled)
 AX2441
 AX2441                          SUPERSEDED SURVEY CONTROL
 AX2441
 AX2441.No superseded survey control is available for this station.
 AX2441
 AX2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU991014(NAD 83)
 AX2441_MARKER: I = METAL ROD
 AX2441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2441_SP_SET: STAINLESS STEEL ROD
 AX2441_STAMPING: V 1306 1980
 AX2441_MARK LOGO: NGS   
 AX2441_PROJECTION: FLUSH
 AX2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2441+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2441_ROD/PIPE-DEPTH: 8.4  meters
 AX2441
 AX2441  HISTORY     - Date     Condition        Report By
 AX2441  HISTORY     - 1980     MONUMENTED       NGS
 AX2441  HISTORY     - 1990     GOOD             USPSQD
 AX2441  HISTORY     - 1997     GOOD             LOCENG
 AX2441  HISTORY     - 19990925 GOOD             USPSQD
 AX2441  HISTORY     - 20030517 GOOD             USPSQD
 AX2441
 AX2441                          STATION DESCRIPTION
 AX2441
 AX2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2441'5.3 KM (3.3 MI) SW FROM SAN MARCOS.
 AX2441'5.3 KM (3.3 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AX2441'35 FROM THE JUNCTION OF LOOP 82 AND STATE HIGHWAY 123 IN SAN MARCOS,
 AX2441'AT THE MC CARTY LANE OVERPASS, APPROXIMATELY 70 METERS SOUTHWEST OF
 AX2441'THE WEST END OF THE OVERPASS, 15.1 METERS (49.5 FT) NORTHWEST OF THE
 AX2441'CENTERLINE OF THE FRONTAGE ROAD, 35.1 METERS (115 FT) SOUTHWEST OF THE
 AX2441'CENTERLINE OF THE ACCESS ROAD LEADING TO THE LANE, 3.2 METERS
 AX2441'(10.4 FT) SOUTHWEST OF A CORNER FENCE POST, 0.45 METER (1.5 FT)
 AX2441'SOUTHWEST OF A FENCE, 2.7 METERS (9.0 FT) SOUTHWEST OF A RIGHT-OF-WAY
 AX2441'MARKER, 24.7 METERS (81.0 FT) SOUTH OF THE SOUTH END OF A 75-CM
 AX2441'CONCRETE PIPE CULVERT.  NOTE-ROD DRIVEN TO REFUSAL.
 AX2441'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AX2441'THE MARK IS 0.6 M ABOVE THE FRONTAGE ROAD.
 AX2441
 AX2441                          STATION RECOVERY (1990)
 AX2441
 AX2441'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AX2441'RECOVERED IN GOOD CONDITION.
 AX2441
 AX2441                          STATION RECOVERY (1997)
 AX2441
 AX2441'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (UNK)
 AX2441'RECOVERED IN GOOD CONDITION.
 AX2441
 AX2441                          STATION RECOVERY (1999)
 AX2441
 AX2441'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2441'RECOVERED IN GOOD CONDITION.
 AX2441
 AX2441                          STATION RECOVERY (2003)
 AX2441
 AX2441'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1554 ***********************************************************************
 AY1554  DESIGNATION -  V 1307
 AY1554  PID         -  AY1554
 AY1554  STATE/COUNTY-  TX/COMAL
 AY1554  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1554
 AY1554                         *CURRENT SURVEY CONTROL
 AY1554  ___________________________________________________________________
 AY1554* NAD 83(1986)-  29 38 03.     (N)    098 13 28.     (W)     SCALED    
 AY1554* NAVD 88     -       238.729  (meters)     783.23   (feet)  ADJUSTED  
 AY1554  ___________________________________________________________________
 AY1554  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY1554  DYNAMIC HT  -         238.383 (meters)     782.09  (feet)  COMP
 AY1554  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AY1554
 AY1554  VERT ORDER  -  FIRST     CLASS II
 AY1554
 AY1554.The horizontal coordinates were scaled from a topographic map and have
 AY1554.an estimated accuracy of +/- 6 seconds.
 AY1554
 AY1554.The orthometric height was determined by differential leveling
 AY1554.and adjusted by the National Geodetic Survey in June 1991..
 AY1554
 AY1554.The geoid height was determined by GEOID03.
 AY1554
 AY1554.The dynamic height is computed by dividing the NAVD 88
 AY1554.geopotential number by the normal gravity value computed on the
 AY1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1554.degrees latitude (g = 980.6199 gals.).
 AY1554
 AY1554.The modeled gravity was interpolated from observed gravity values.
 AY1554
 AY1554;                    North         East    Units  Estimated Accuracy
 AY1554;SPC TXSC     - 4,199,830.      675,090.      MT  (+/- 180 meters Scaled)
 AY1554
 AY1554                          SUPERSEDED SURVEY CONTROL
 AY1554
 AY1554.No superseded survey control is available for this station.
 AY1554
 AY1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT750785(NAD 83)
 AY1554_MARKER: I = METAL ROD
 AY1554_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1554_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1554_STAMPING: V 1307 1980
 AY1554_MARK LOGO: NGS   
 AY1554_PROJECTION: RECESSED 3 CENTIMETERS
 AY1554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1554+STABILITY: POSITION/ELEVATION WELL
 AY1554_ROD/PIPE-DEPTH: 9.8  meters
 AY1554_SLEEVE-DEPTH  : 8.5 meters
 AY1554
 AY1554  HISTORY     - Date     Condition        Report By
 AY1554  HISTORY     - 1980     MONUMENTED       NGS
 AY1554  HISTORY     - 1989     GOOD             USPSQD
 AY1554  HISTORY     - 1990     GOOD             USPSQD
 AY1554  HISTORY     - 1990     GOOD             USPSQD
 AY1554  HISTORY     - 1991     GOOD             USPSQD
 AY1554  HISTORY     - 19930808 GOOD             USPSQD
 AY1554  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1554
 AY1554                          STATION DESCRIPTION
 AY1554
 AY1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1554'10.4 KM (6.5 MI) SW FROM NEW BRAUNFELS.
 AY1554'10.4 KM (6.5 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1554'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, AT A
 AY1554'WAYSIDE REST AREA, 24.8 METERS (81.3 FT) SOUTHEAST OF THE CENTERLINE
 AY1554'OF THE FRONTAGE ROAD, 15.5 METERS (51.0 FT) NORTHWEST OF THE CENTER OF
 AY1554'THE EXIT RAMP LEADING INTO THE REST AREA FROM THE INTERSTATE,
 AY1554'6.5 METERS (21.3 FT) SOUTHEAST OF A FIRE HYDRANT, 1.4 METERS (4.6 FT)
 AY1554'EAST OF THE NORTHEAST CORNER OF THE RESTROOMS, 0.8 METER (2.6 FT)
 AY1554'NORTHEAST OF THE NORTHEAST FACE OF THE RESTROOMS, 0.5 METER (1.7 FT)
 AY1554'SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK.
 AY1554'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 AY1554
 AY1554                          STATION RECOVERY (1989)
 AY1554
 AY1554'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1554'RECOVERED IN GOOD CONDITION.
 AY1554
 AY1554                          STATION RECOVERY (1990)
 AY1554
 AY1554'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1554'RECOVERED IN GOOD CONDITION.
 AY1554
 AY1554                          STATION RECOVERY (1990)
 AY1554
 AY1554'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1554'RECOVERED IN GOOD CONDITION.
 AY1554
 AY1554                          STATION RECOVERY (1991)
 AY1554
 AY1554'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1554'RECOVERED IN GOOD CONDITION.
 AY1554
 AY1554                          STATION RECOVERY (1993)
 AY1554
 AY1554'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1554'RECOVERED IN GOOD CONDITION.
 AY1554
 AY1554                          STATION RECOVERY (1999)
 AY1554
 AY1554'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1553 ***********************************************************************
 AY1553  DESIGNATION -  V 1308
 AY1553  PID         -  AY1553
 AY1553  STATE/COUNTY-  TX/COMAL
 AY1553  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1553
 AY1553                         *CURRENT SURVEY CONTROL
 AY1553  ___________________________________________________________________
 AY1553* NAD 83(1986)-  29 37 43.     (N)    098 14 07.     (W)     SCALED    
 AY1553* NAVD 88     -       227.789  (meters)     747.34   (feet)  ADJUSTED  
 AY1553  ___________________________________________________________________
 AY1553  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY1553  DYNAMIC HT  -         227.458 (meters)     746.25  (feet)  COMP
 AY1553  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 AY1553
 AY1553  VERT ORDER  -  FIRST     CLASS II
 AY1553
 AY1553.The horizontal coordinates were scaled from a topographic map and have
 AY1553.an estimated accuracy of +/- 6 seconds.
 AY1553
 AY1553.The orthometric height was determined by differential leveling
 AY1553.and adjusted by the National Geodetic Survey in June 1991..
 AY1553
 AY1553.The geoid height was determined by GEOID03.
 AY1553
 AY1553.The dynamic height is computed by dividing the NAVD 88
 AY1553.geopotential number by the normal gravity value computed on the
 AY1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1553.degrees latitude (g = 980.6199 gals.).
 AY1553
 AY1553.The modeled gravity was interpolated from observed gravity values.
 AY1553
 AY1553;                    North         East    Units  Estimated Accuracy
 AY1553;SPC TXSC     - 4,199,210.      674,050.      MT  (+/- 180 meters Scaled)
 AY1553
 AY1553                          SUPERSEDED SURVEY CONTROL
 AY1553
 AY1553.No superseded survey control is available for this station.
 AY1553
 AY1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT740778(NAD 83)
 AY1553_MARKER: I = METAL ROD
 AY1553_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1553+WITH SETTING: INFORMATION.
 AY1553_SP_SET: SHALLOW SET METAL ROD
 AY1553_STAMPING: V 1308 1980
 AY1553_MARK LOGO: NGS   
 AY1553_PROJECTION: FLUSH
 AY1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1553+STABILITY: SURFACE MOTION
 AY1553_ROD/PIPE-DEPTH: 2.9  meters
 AY1553
 AY1553  HISTORY     - Date     Condition        Report By
 AY1553  HISTORY     - 1980     MONUMENTED       NGS
 AY1553  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1553  HISTORY     - 1990     GOOD             USPSQD
 AY1553  HISTORY     - 1990     GOOD             USPSQD
 AY1553  HISTORY     - 1991     GOOD             USPSQD
 AY1553  HISTORY     - 19930808 GOOD             USPSQD
 AY1553  HISTORY     - 19990925 GOOD             USPSQD
 AY1553
 AY1553                          STATION DESCRIPTION
 AY1553
 AY1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1553'11.8 KM (7.3 MI) SW FROM NEW BRAUNFELS.
 AY1553'11.8 KM (7.3 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1553'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS,
 AY1553'10.8 METERS (35.5 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE
 AY1553'ROAD, 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE, 16.1 METERS (52.8 FT)
 AY1553'SOUTHWEST OF A POWERLINE POLE, 14.9 METERS (49.0 FT) SOUTHWEST OF A
 AY1553'TELEPHONE CABLE JUNCTION BOX, 11.9 METERS (39.9 FT) SOUTHWEST OF THE
 AY1553'CENTER OF A WIRE GATE.  NOTE-ROD DRIVEN TO REFUSAL.
 AY1553'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 AY1553'THE MARK IS 0.55 M BELOW THE ROAD.
 AY1553
 AY1553                          STATION RECOVERY (1989)
 AY1553
 AY1553'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1553'MARK NOT FOUND.
 AY1553
 AY1553                          STATION RECOVERY (1990)
 AY1553
 AY1553'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1553'RECOVERED IN GOOD CONDITION.
 AY1553
 AY1553                          STATION RECOVERY (1990)
 AY1553
 AY1553'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1553'RECOVERED IN GOOD CONDITION.
 AY1553
 AY1553                          STATION RECOVERY (1991)
 AY1553
 AY1553'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1553'RECOVERED IN GOOD CONDITION.
 AY1553
 AY1553                          STATION RECOVERY (1993)
 AY1553
 AY1553'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1553'RECOVERED IN GOOD CONDITION.
 AY1553
 AY1553                          STATION RECOVERY (1999)
 AY1553
 AY1553'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0603 ***********************************************************************
 DN0603  DESIGNATION -  V 131
 DN0603  PID         -  DN0603
 DN0603  STATE/COUNTY-  TX/WISE
 DN0603  USGS QUAD   -  RHOME (1972)
 DN0603
 DN0603                         *CURRENT SURVEY CONTROL
 DN0603  ___________________________________________________________________
 DN0603* NAD 83(1986)-  33 03 26.     (N)    097 28 16.     (W)     SCALED    
 DN0603* NAVD 88     -       283.963  (meters)     931.64   (feet)  ADJUSTED  
 DN0603  ___________________________________________________________________
 DN0603  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DN0603  DYNAMIC HT  -         283.628 (meters)     930.54  (feet)  COMP
 DN0603  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 DN0603
 DN0603  VERT ORDER  -  FIRST     CLASS II
 DN0603
 DN0603.The horizontal coordinates were scaled from a topographic map and have
 DN0603.an estimated accuracy of +/- 6 seconds.
 DN0603
 DN0603.The orthometric height was determined by differential leveling
 DN0603.and adjusted by the National Geodetic Survey in June 1991..
 DN0603.WARNING-Repeat measurements at this control monument indicate possible
 DN0603.vertical movement.
 DN0603
 DN0603.The geoid height was determined by GEOID03.
 DN0603
 DN0603.The dynamic height is computed by dividing the NAVD 88
 DN0603.geopotential number by the normal gravity value computed on the
 DN0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0603.degrees latitude (g = 980.6199 gals.).
 DN0603
 DN0603.The modeled gravity was interpolated from observed gravity values.
 DN0603
 DN0603;                    North         East    Units  Estimated Accuracy
 DN0603;SPC TXNC     - 2,154,670.      696,080.      MT  (+/- 180 meters Scaled)
 DN0603
 DN0603                          SUPERSEDED SURVEY CONTROL
 DN0603
 DN0603  NGVD 29 (??/??/92)  283.956  (m)          931.61   (f) ADJ UNCH    1 2
 DN0603
 DN0603.Superseded values are not recommended for survey control.
 DN0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0603.See file dsdata.txt to determine how the superseded data were derived.
 DN0603
 DN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB427586(NAD 83)
 DN0603_MARKER: DB = BENCH MARK DISK
 DN0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0603_SP_SET: CULVERT
 DN0603_STAMPING: V 131 1952
 DN0603_MARK LOGO: CGS   
 DN0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0603
 DN0603  HISTORY     - Date     Condition        Report By
 DN0603  HISTORY     - 1952     MONUMENTED       CGS
 DN0603  HISTORY     - 1984     GOOD             NGS
 DN0603  HISTORY     - 19990827 GOOD             USPSQD
 DN0603
 DN0603                          STATION DESCRIPTION
 DN0603
 DN0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0603'0.25 MI N FROM RHOME.
 DN0603'0.25 MILE NORTH ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM THE
 DN0603'STATION AT RHOME, 10.6 FEET WEST OF THE WEST RAIL, 4 FEET BELOW THE
 DN0603'TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 DN0603'OF CONCRETE CULVERT 25-62.
 DN0603
 DN0603                          STATION RECOVERY (1984)
 DN0603
 DN0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0603'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0603'TO REACH FOLLOWS.  0.3 KM (0.2 MI) NORTHWESTERLY ALONG THE BURLINGTON
 DN0603'NORTHERN RAILROAD FROM ITS JUNCTION WITH 2ND STREET IN RHOME.
 DN0603
 DN0603                          STATION RECOVERY (1999)
 DN0603
 DN0603'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0750 ***********************************************************************
 DN0750  DESIGNATION -  V 132
 DN0750  PID         -  DN0750
 DN0750  STATE/COUNTY-  TX/WISE
 DN0750  USGS QUAD   -  ALVORD (1976)
 DN0750
 DN0750                         *CURRENT SURVEY CONTROL
 DN0750  ___________________________________________________________________
 DN0750* NAD 83(1986)-  33 21 15.     (N)    097 40 53.     (W)     SCALED    
 DN0750* NAVD 88     -       276.660  (meters)     907.68   (feet)  POSTED    
 DN0750  ___________________________________________________________________
 DN0750  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DN0750  DYNAMIC HT  -         276.350 (meters)     906.66  (feet)  COMP
 DN0750  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 DN0750
 DN0750  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DN0750
 DN0750.The horizontal coordinates were scaled from a topographic map and have
 DN0750.an estimated accuracy of +/- 6 seconds.
 DN0750
 DN0750.The orthometric height was determined by differential leveling
 DN0750.and adjusted by the National Geodetic Survey in 1992..
 DN0750.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DN0750.rate of 1.1 thru 2.0 mm/km.
 DN0750
 DN0750.The geoid height was determined by GEOID03.
 DN0750
 DN0750.The dynamic height is computed by dividing the NAVD 88
 DN0750.geopotential number by the normal gravity value computed on the
 DN0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0750.degrees latitude (g = 980.6199 gals.).
 DN0750
 DN0750.The modeled gravity was interpolated from observed gravity values.
 DN0750
 DN0750;                    North         East    Units  Estimated Accuracy
 DN0750;SPC TXNC     - 2,187,430.      676,190.      MT  (+/- 180 meters Scaled)
 DN0750
 DN0750                          SUPERSEDED SURVEY CONTROL
 DN0750
 DN0750  NGVD 29 (??/??/92)  276.575  (m)          907.40   (f) ADJ UNCH    1 2
 DN0750
 DN0750.Superseded values are not recommended for survey control.
 DN0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0750.See file dsdata.txt to determine how the superseded data were derived.
 DN0750
 DN0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB226913(NAD 83)
 DN0750_MARKER: DB = BENCH MARK DISK
 DN0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0750_STAMPING: V 132 1952
 DN0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0750+STABILITY: SURFACE MOTION
 DN0750
 DN0750  HISTORY     - Date     Condition        Report By
 DN0750  HISTORY     - 1952     MONUMENTED       CGS
 DN0750  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0750
 DN0750                          STATION DESCRIPTION
 DN0750
 DN0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0750'0.8 MI SE FROM ALVORD.
 DN0750'0.8 MILE SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROADD FROM
 DN0750'THE STATION AT ALVORD, 4 1/2 POLES SOUTHEAST OF MILEPOST 51, 43 FEET
 DN0750'NORTHEAST OF THE NORTHEAST RAIL, 37 FEET SOUTHWEST OF THE CENTER LINE
 DN0750'OF AN OILED ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 DN0750'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0750
 DN0750                          STATION RECOVERY (1997)
 DN0750
 DN0750'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0846 ***********************************************************************
 DN0846  DESIGNATION -  V 133
 DN0846  PID         -  DN0846
 DN0846  STATE/COUNTY-  TX/CLAY
 DN0846  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0846
 DN0846                         *CURRENT SURVEY CONTROL
 DN0846  ___________________________________________________________________
 DN0846* NAD 83(1986)-  33 37 24.     (N)    097 59 10.     (W)     SCALED    
 DN0846* NAVD 88     -       302.607  (meters)     992.80   (feet)  ADJUSTED  
 DN0846  ___________________________________________________________________
 DN0846  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DN0846  DYNAMIC HT  -         302.271 (meters)     991.70  (feet)  COMP
 DN0846  MODELED GRAV-     979,519.9   (mgal)                       NAVD 88
 DN0846
 DN0846  VERT ORDER  -  FIRST     CLASS II
 DN0846
 DN0846.The horizontal coordinates were scaled from a topographic map and have
 DN0846.an estimated accuracy of +/- 6 seconds.
 DN0846
 DN0846.The orthometric height was determined by differential leveling
 DN0846.and adjusted by the National Geodetic Survey in June 1991..
 DN0846
 DN0846.The geoid height was determined by GEOID03.
 DN0846
 DN0846.The dynamic height is computed by dividing the NAVD 88
 DN0846.geopotential number by the normal gravity value computed on the
 DN0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0846.degrees latitude (g = 980.6199 gals.).
 DN0846
 DN0846.The modeled gravity was interpolated from observed gravity values.
 DN0846
 DN0846;                    North         East    Units  Estimated Accuracy
 DN0846;SPC TXNC     - 2,217,100.      647,680.      MT  (+/- 180 meters Scaled)
 DN0846
 DN0846                          SUPERSEDED SURVEY CONTROL
 DN0846
 DN0846  NGVD 29 (??/??/92)  302.552  (m)          992.62   (f) ADJ UNCH    1 2
 DN0846
 DN0846.Superseded values are not recommended for survey control.
 DN0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0846.See file dsdata.txt to determine how the superseded data were derived.
 DN0846
 DN0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC940208(NAD 83)
 DN0846_MARKER: DB = BENCH MARK DISK
 DN0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0846_SP_SET: CULVERT
 DN0846_STAMPING: V 133 1933 992.623
 DN0846_MARK LOGO: CGS   
 DN0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0846
 DN0846  HISTORY     - Date     Condition        Report By
 DN0846  HISTORY     - 1933     MONUMENTED       CGS
 DN0846  HISTORY     - 1961     GOOD             NGS
 DN0846  HISTORY     - 1984     GOOD             NGS
 DN0846
 DN0846                          STATION DESCRIPTION
 DN0846
 DN0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DN0846'2.0 MI SE FROM BELLEVUE.
 DN0846'ABOUT 0.1 MILE NORTH ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DN0846'BELLEVUE, THENCE 1.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER
 DN0846'RAILWAY, ABOUT 0.2 MILE SOUTHEAST OF A ROAD CROSSING, 21 FEET
 DN0846'SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF THE SOUTHEAST END
 DN0846'OF THE SOUTHWEST CONCRETE HEAD WALL OF A 36-INCH STEEL CULVERT, 66
 DN0846'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANE OF U. S.
 DN0846'HIGHWAY 287, ABOUT LEVEL WITH THE HIGHWAY, AND 10 FEET BELOW THE LEVEL
 DN0846'OF THE TRACK.
 DN0846
 DN0846                          STATION RECOVERY (1984)
 DN0846
 DN0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0846'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0846'TO REACH FOLLOWS.  14.6 KM (9.05 MI) NORTHWESTERLY ALONG THE
 DN0846'BURLINGTON NORTHERN RAILROAD FROM THE STATION IN BOWIE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0073 ***********************************************************************
 EN0073  DESIGNATION -  V 134
 EN0073  PID         -  EN0073
 EN0073  STATE/COUNTY-  TX/CHILDRESS
 EN0073  USGS QUAD   -  CHILDRESS (1981)
 EN0073
 EN0073                         *CURRENT SURVEY CONTROL
 EN0073  ___________________________________________________________________
 EN0073* NAD 83(1986)-  34 25 18.     (N)    100 12 30.     (W)     SCALED    
 EN0073* NAVD 88     -       571.962  (meters)    1876.51   (feet)  ADJUSTED  
 EN0073  ___________________________________________________________________
 EN0073  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EN0073  DYNAMIC HT  -         571.308 (meters)    1874.37  (feet)  COMP
 EN0073  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 EN0073
 EN0073  VERT ORDER  -  FIRST     CLASS II
 EN0073
 EN0073.The horizontal coordinates were scaled from a topographic map and have
 EN0073.an estimated accuracy of +/- 6 seconds.
 EN0073
 EN0073.The orthometric height was determined by differential leveling
 EN0073.and adjusted by the National Geodetic Survey in June 1991..
 EN0073
 EN0073.The geoid height was determined by GEOID03.
 EN0073
 EN0073.The dynamic height is computed by dividing the NAVD 88
 EN0073.geopotential number by the normal gravity value computed on the
 EN0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0073.degrees latitude (g = 980.6199 gals.).
 EN0073
 EN0073.The modeled gravity was interpolated from observed gravity values.
 EN0073
 EN0073;                    North         East    Units  Estimated Accuracy
 EN0073;SPC TX N     - 1,047,560.      318,740.      MT  (+/- 180 meters Scaled)
 EN0073
 EN0073                          SUPERSEDED SURVEY CONTROL
 EN0073
 EN0073  NGVD 29 (??/??/92)  571.677  (m)         1875.58   (f) ADJ UNCH    1 2
 EN0073
 EN0073.Superseded values are not recommended for survey control.
 EN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0073.See file dsdata.txt to determine how the superseded data were derived.
 EN0073
 EN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD889095(NAD 83)
 EN0073_MARKER: DB = BENCH MARK DISK
 EN0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0073_SP_SET: BUILDING
 EN0073_STAMPING: V 134 1933
 EN0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0073
 EN0073  HISTORY     - Date     Condition        Report By
 EN0073  HISTORY     - 1933     MONUMENTED       CGS
 EN0073  HISTORY     - 1958     GOOD             NGS
 EN0073  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0073
 EN0073                          STATION DESCRIPTION
 EN0073
 EN0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0073'IN CHILDRESS.
 EN0073'SET VERTICAL IN WALL OF DEPOT, FORT WORTH AND DENVER R.R. UNDERNEATH
 EN0073'WINDOW OF TELOGRAPH OFFICE.
 EN0073
 EN0073                          STATION RECOVERY (1958)
 EN0073
 EN0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0073'RECOVERED IN GOOD CONDITION.
 EN0073
 EN0073                          STATION RECOVERY (1984)
 EN0073
 EN0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0073'THE RAILROAD STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0181 ***********************************************************************
 EN0181  DESIGNATION -  V 135
 EN0181  PID         -  EN0181
 EN0181  STATE/COUNTY-  TX/DONLEY
 EN0181  USGS QUAD   -  LELIA LAKE (1982)
 EN0181
 EN0181                         *CURRENT SURVEY CONTROL
 EN0181  ___________________________________________________________________
 EN0181* NAD 83(1986)-  34 54 26.     (N)    100 47 03.     (W)     SCALED    
 EN0181* NAVD 88     -       792.341  (meters)    2599.54   (feet)  ADJUSTED  
 EN0181  ___________________________________________________________________
 EN0181  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EN0181  DYNAMIC HT  -         791.432 (meters)    2596.56  (feet)  COMP
 EN0181  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 EN0181
 EN0181  VERT ORDER  -  FIRST     CLASS II
 EN0181
 EN0181.The horizontal coordinates were scaled from a topographic map and have
 EN0181.an estimated accuracy of +/- 6 seconds.
 EN0181
 EN0181.The orthometric height was determined by differential leveling
 EN0181.and adjusted by the National Geodetic Survey in June 1991..
 EN0181
 EN0181.The geoid height was determined by GEOID03.
 EN0181
 EN0181.The dynamic height is computed by dividing the NAVD 88
 EN0181.geopotential number by the normal gravity value computed on the
 EN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0181.degrees latitude (g = 980.6199 gals.).
 EN0181
 EN0181.The modeled gravity was interpolated from observed gravity values.
 EN0181
 EN0181;                    North         East    Units  Estimated Accuracy
 EN0181;SPC TX N     - 1,100,880.      265,420.      MT  (+/- 180 meters Scaled)
 EN0181
 EN0181                          SUPERSEDED SURVEY CONTROL
 EN0181
 EN0181  NGVD 29 (??/??/92)  791.946  (m)         2598.24   (f) ADJ UNCH    1 2
 EN0181
 EN0181.Superseded values are not recommended for survey control.
 EN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0181.See file dsdata.txt to determine how the superseded data were derived.
 EN0181
 EN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD369642(NAD 83)
 EN0181_MARKER: DB = BENCH MARK DISK
 EN0181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EN0181_STAMPING: V 135 1933 2598.243
 EN0181_MARK LOGO: CGS   
 EN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0181+STABILITY: SURFACE MOTION
 EN0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0181+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0181
 EN0181  HISTORY     - Date     Condition        Report By
 EN0181  HISTORY     - 1933     MONUMENTED       CGS
 EN0181  HISTORY     - 1933     GOOD             NGS
 EN0181  HISTORY     - 1934     GOOD             NGS
 EN0181  HISTORY     - 1984     GOOD             NGS
 EN0181  HISTORY     - 20040803 GOOD             USPSQD
 EN0181  HISTORY     - 20050804 GOOD             USPSQD
 EN0181
 EN0181                          STATION DESCRIPTION
 EN0181
 EN0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0181'6.1 MI SE FROM CLARENDON.
 EN0181'SET IN NORTH HEADWALL OF CONCRETE CULVERT AT MILEAGE 271.54.
 EN0181
 EN0181                          STATION RECOVERY (1934)
 EN0181
 EN0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0181'RECOVERED IN GOOD CONDITION.
 EN0181
 EN0181                          STATION RECOVERY (1984)
 EN0181
 EN0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0181'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.3 KM
 EN0181'(7.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EN0181'STATE HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, 0.7 KM (0.45 MI)
 EN0181'SOUTHEAST OF RAILROAD MILEPOST 272, IN THE SOUTHEAST END OF THE
 EN0181'NORTHEAST CONCRETE HEADWALL OF A 6- BY 6-FOOT BOX CULVERT UNDER THE
 EN0181'BURLINGTON NORTHERN RAILROAD, 50.3 M (165.0 FT) NORTHEAST OF THE
 EN0181'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND 3.0 M
 EN0181'(9.8 FT) NORTHEAST OF THE NEAR RAIL.
 EN0181'THE MARK IS 0.9 M BELOW THE TRACK.
 EN0181
 EN0181                          STATION RECOVERY (2004)
 EN0181
 EN0181'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0181'RECOVERED IN GOOD CONDITION.
 EN0181
 EN0181                          STATION RECOVERY (2005)
 EN0181
 EN0181'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0181'FOUND AS DESCRIBED.  VERY EASY TO FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0080 ***********************************************************************
 GK0080  DESIGNATION -  V 136
 GK0080  PID         -  GK0080
 GK0080  STATE/COUNTY-  TX/OCHILTREE
 GK0080  USGS QUAD   -  PERRYTON SE (1973)
 GK0080
 GK0080                         *CURRENT SURVEY CONTROL
 GK0080  ___________________________________________________________________
 GK0080* NAD 83(1986)-  36 15 35.     (N)    100 46 04.     (W)     SCALED    
 GK0080* NAVD 88     -       845.903  (meters)    2775.27   (feet)  ADJUSTED  
 GK0080  ___________________________________________________________________
 GK0080  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GK0080  DYNAMIC HT  -         845.014 (meters)    2772.35  (feet)  COMP
 GK0080  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 GK0080
 GK0080  VERT ORDER  -  FIRST     CLASS II
 GK0080
 GK0080.The horizontal coordinates were scaled from a topographic map and have
 GK0080.an estimated accuracy of +/- 6 seconds.
 GK0080
 GK0080.The orthometric height was determined by differential leveling
 GK0080.and adjusted by the National Geodetic Survey in June 1991..
 GK0080
 GK0080.The geoid height was determined by GEOID03.
 GK0080
 GK0080.The dynamic height is computed by dividing the NAVD 88
 GK0080.geopotential number by the normal gravity value computed on the
 GK0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0080.degrees latitude (g = 980.6199 gals.).
 GK0080
 GK0080.The modeled gravity was interpolated from observed gravity values.
 GK0080
 GK0080;                    North         East    Units  Estimated Accuracy
 GK0080;SPC TX N     - 1,250,940.      265,800.      MT  (+/- 180 meters Scaled)
 GK0080
 GK0080                          SUPERSEDED SURVEY CONTROL
 GK0080
 GK0080  NGVD 29 (??/??/92)  845.535  (m)         2774.06   (f) ADJ UNCH    1 2
 GK0080
 GK0080.Superseded values are not recommended for survey control.
 GK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0080.See file dsdata.txt to determine how the superseded data were derived.
 GK0080
 GK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF411142(NAD 83)
 GK0080_MARKER: DB = BENCH MARK DISK
 GK0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0080_STAMPING: V-136 1934
 GK0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0080+STABILITY: SURFACE MOTION
 GK0080
 GK0080  HISTORY     - Date     Condition        Report By
 GK0080  HISTORY     - 1934     MONUMENTED       CGS
 GK0080  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0080
 GK0080                          STATION DESCRIPTION
 GK0080
 GK0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0080'9.9 MI SE FROM PERRYTON.
 GK0080'9.9 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 0.2 MILE NORTH
 GK0080'OF WOLF CREEK.  50 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83
 GK0080'UNDER CONSTRUCTION.  56 FEET SOUTH OF WIRE GATE AND ONE FOOT WEST OF
 GK0080'THE HIGHWAY RIGHT-OF-WAY FENCE LINE.  NOTE-- RD. WORK IN AREA.
 GK0080
 GK0080                          STATION RECOVERY (1973)
 GK0080
 GK0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0010 ***********************************************************************
 FL0010  DESIGNATION -  V 137
 FL0010  PID         -  FL0010
 FL0010  STATE/COUNTY-  TX/HEMPHILL
 FL0010  USGS QUAD   -  CANADIAN WEST (1972)
 FL0010
 FL0010                         *CURRENT SURVEY CONTROL
 FL0010  ___________________________________________________________________
 FL0010* NAD 83(1986)-  35 55 04.     (N)    100 23 05.     (W)     SCALED    
 FL0010* NAVD 88     -       712.396  (meters)    2337.25   (feet)  ADJUSTED  
 FL0010  ___________________________________________________________________
 FL0010  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FL0010  DYNAMIC HT  -         711.633 (meters)    2334.75  (feet)  COMP
 FL0010  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 FL0010
 FL0010  VERT ORDER  -  FIRST     CLASS II
 FL0010
 FL0010.The horizontal coordinates were scaled from a topographic map and have
 FL0010.an estimated accuracy of +/- 6 seconds.
 FL0010
 FL0010.The orthometric height was determined by differential leveling
 FL0010.and adjusted by the National Geodetic Survey in June 1991..
 FL0010
 FL0010.The geoid height was determined by GEOID03.
 FL0010
 FL0010.The dynamic height is computed by dividing the NAVD 88
 FL0010.geopotential number by the normal gravity value computed on the
 FL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0010.degrees latitude (g = 980.6199 gals.).
 FL0010
 FL0010.The modeled gravity was interpolated from observed gravity values.
 FL0010
 FL0010;                    North         East    Units  Estimated Accuracy
 FL0010;SPC TX N     - 1,213,320.      300,660.      MT  (+/- 180 meters Scaled)
 FL0010
 FL0010                          SUPERSEDED SURVEY CONTROL
 FL0010
 FL0010  NGVD 29 (??/??/92)  712.049  (m)         2336.11   (f) ADJ UNCH    1 2
 FL0010
 FL0010.Superseded values are not recommended for survey control.
 FL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0010.See file dsdata.txt to determine how the superseded data were derived.
 FL0010
 FL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE750757(NAD 83)
 FL0010_MARKER: DB = BENCH MARK DISK
 FL0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0010_STAMPING: V 137 1934
 FL0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0010+STABILITY: SURFACE MOTION
 FL0010
 FL0010  HISTORY     - Date     Condition        Report By
 FL0010  HISTORY     - 1934     MONUMENTED       CGS
 FL0010  HISTORY     - 1972     GOOD             USGS
 FL0010
 FL0010                          STATION DESCRIPTION
 FL0010
 FL0010'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0010'IN CANADIAN.
 FL0010'AT CANADIAN, HEMPHILL CO., ON THE ATCHISON, TOPEKA AND SANTA FE RR,
 FL0010'ABOUT 0.1 MI. NE OF THE STATION, 107 FT. NE AND 15.8 FT. NW OF THE NE
 FL0010'CORNER OF A RR TOOL SHED, 31 FT. OF THE CENTER-LINE OF RD. ON N. SIDE
 FL0010'OF TRACKS, 64 FT. NW OF THE MAIN TRACK, A STANDARD DISK STAMPED V 137
 FL0010'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1491 ***********************************************************************
 AY1491  DESIGNATION -  V 1377
 AY1491  PID         -  AY1491
 AY1491  STATE/COUNTY-  TX/WILSON
 AY1491  USGS QUAD   -  FLORESVILLE (1973)
 AY1491
 AY1491                         *CURRENT SURVEY CONTROL
 AY1491  ___________________________________________________________________
 AY1491* NAD 83(1986)-  29 10 24.     (N)    098 11 35.     (W)     SCALED    
 AY1491* NAVD 88     -       135.531  (meters)     444.65   (feet)  ADJUSTED  
 AY1491  ___________________________________________________________________
 AY1491  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY1491  DYNAMIC HT  -         135.338 (meters)     444.02  (feet)  COMP
 AY1491  MODELED GRAV-     979,216.2   (mgal)                       NAVD 88
 AY1491
 AY1491  VERT ORDER  -  FIRST     CLASS II
 AY1491
 AY1491.The horizontal coordinates were scaled from a topographic map and have
 AY1491.an estimated accuracy of +/- 6 seconds.
 AY1491
 AY1491.The orthometric height was determined by differential leveling
 AY1491.and adjusted by the National Geodetic Survey in June 1991..
 AY1491
 AY1491.The geoid height was determined by GEOID03.
 AY1491
 AY1491.The dynamic height is computed by dividing the NAVD 88
 AY1491.geopotential number by the normal gravity value computed on the
 AY1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1491.degrees latitude (g = 980.6199 gals.).
 AY1491
 AY1491.The modeled gravity was interpolated from observed gravity values.
 AY1491
 AY1491;                    North         East    Units  Estimated Accuracy
 AY1491;SPC TXSC     - 4,148,780.      678,490.      MT  (+/- 180 meters Scaled)
 AY1491
 AY1491                          SUPERSEDED SURVEY CONTROL
 AY1491
 AY1491.No superseded survey control is available for this station.
 AY1491
 AY1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT784274(NAD 83)
 AY1491_MARKER: I = METAL ROD
 AY1491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1491_SP_SET: STAINLESS STEEL ROD
 AY1491_STAMPING: V 1377 1981
 AY1491_MARK LOGO: NGS   
 AY1491_PROJECTION: RECESSED 3 CENTIMETERS
 AY1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1491_ROD/PIPE-DEPTH: 10.9 meters
 AY1491
 AY1491  HISTORY     - Date     Condition        Report By
 AY1491  HISTORY     - 1981     MONUMENTED       NGS
 AY1491  HISTORY     - 19951021 GOOD             USPSQD
 AY1491
 AY1491                          STATION DESCRIPTION
 AY1491
 AY1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1491'5.8 KM (3.6 MI) NW FROM FLORESVILLE.
 AY1491'5.8 KM (3.6 MI) NORTHWEST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY1491'COURTHOUSE IN FLORESVILLE, AT A GRAVEL ROAD LEADING SOUTHWEST INTO AN
 AY1491'IRON PIPE CORRAL, 10.6 METERS (35.0 FT) WEST-SOUTHWEST OF THE
 AY1491'CENTERLINE OF THE HIGHWAY, 4.5 METERS (15.0 FT) NORTH-NORTHWEST OF THE
 AY1491'CENTER OF AN IRON PIPE GATE, 8.2 METERS (27.0 FT) SOUTH-SOUTHEAST OF
 AY1491'THE NORTH-NORTHEAST CORNER OF THE CORRAL, 21.6 METERS (71.0 FT)
 AY1491'NORTHEAST OF THE NORTH-NORTHEAST FACE OF A LARGE GALVANIZED STEEL
 AY1491'BUILDING, 0.3 METER (1.0 FT) EAST-NORTHEAST OF THE PIPE FENCE AROUND
 AY1491'THE CORRAL.
 AY1491'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 AY1491'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AY1491
 AY1491                          STATION RECOVERY (1995)
 AY1491
 AY1491'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1480 ***********************************************************************
 AY1480  DESIGNATION -  V 1378
 AY1480  PID         -  AY1480
 AY1480  STATE/COUNTY-  TX/WILSON
 AY1480  USGS QUAD   -  POTH (1961)
 AY1480
 AY1480                         *CURRENT SURVEY CONTROL
 AY1480  ___________________________________________________________________
 AY1480* NAD 83(1986)-  29 03 32.     (N)    098 05 51.     (W)     SCALED    
 AY1480* NAVD 88     -       129.701  (meters)     425.53   (feet)  ADJUSTED  
 AY1480  ___________________________________________________________________
 AY1480  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AY1480  DYNAMIC HT  -         129.516 (meters)     424.92  (feet)  COMP
 AY1480  MODELED GRAV-     979,216.7   (mgal)                       NAVD 88
 AY1480
 AY1480  VERT ORDER  -  FIRST     CLASS II
 AY1480
 AY1480.The horizontal coordinates were scaled from a topographic map and have
 AY1480.an estimated accuracy of +/- 6 seconds.
 AY1480
 AY1480.The orthometric height was determined by differential leveling
 AY1480.and adjusted by the National Geodetic Survey in June 1991..
 AY1480
 AY1480.The geoid height was determined by GEOID03.
 AY1480
 AY1480.The dynamic height is computed by dividing the NAVD 88
 AY1480.geopotential number by the normal gravity value computed on the
 AY1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1480.degrees latitude (g = 980.6199 gals.).
 AY1480
 AY1480.The modeled gravity was interpolated from observed gravity values.
 AY1480
 AY1480;                    North         East    Units  Estimated Accuracy
 AY1480;SPC TXSC     - 4,136,160.      687,880.      MT  (+/- 180 meters Scaled)
 AY1480
 AY1480                          SUPERSEDED SURVEY CONTROL
 AY1480
 AY1480.No superseded survey control is available for this station.
 AY1480
 AY1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT878148(NAD 83)
 AY1480_MARKER: I = METAL ROD
 AY1480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1480_SP_SET: STAINLESS STEEL ROD
 AY1480_STAMPING: V 1378 1981
 AY1480_MARK LOGO: NGS   
 AY1480_PROJECTION: FLUSH
 AY1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1480_ROD/PIPE-DEPTH: 11.0 meters
 AY1480
 AY1480  HISTORY     - Date     Condition        Report By
 AY1480  HISTORY     - 1981     MONUMENTED       NGS
 AY1480  HISTORY     - 20050521 GOOD             USPSQD
 AY1480
 AY1480                          STATION DESCRIPTION
 AY1480
 AY1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1480'1.9 KM (1.2 MI) SW FROM POTH.
 AY1480'1.9 KM (1.2 MI) SOUTHWEST ALONG FARM ROAD 541 FROM THE SOUTHERN
 AY1480'PACIFIC RAILROAD STATION IN POTH, AT A T-JUNCTION FENCE LEADING
 AY1480'NORTHWEST, 0.3 KM (0.2 MI) SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD
 AY1480'LEADING SOUTHWEST, 13.1 METERS (43.0 FT) NORTHWEST OF THE CENTERLINE
 AY1480'OF THE FARM ROAD, 33.8 METERS (111 FT) NORTHEAST OF THE CENTER OF A
 AY1480'CATTLE GAURD AND TRACK ROAD LEADING NORTHWEST TO A HOUSE, 7.9 METERS
 AY1480'(26.0 FT) SOUTH-SOUTHEAST OF A POWERLINE POLE IN A PASTURE, 5.9 METERS
 AY1480'(19.5 FT) SOUTHWEST OF A CORNER FENCE POST, 2.4 METERS (8.0 FT)
 AY1480'SOUTHWEST OF POWERLINE POLE NUMBER 2-30 IN THE FENCE LINE, 0.3 METER
 AY1480'(1.0 FT) SOUTHEAST OF A WIRE FENCE.
 AY1480'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 AY1480'THE MARK IS 0.3 M ABOVE THE FARM ROAD.
 AY1480
 AY1480                          STATION RECOVERY (2005)
 AY1480
 AY1480'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1043 ***********************************************************************
 AH1043  DESIGNATION -  V 1379
 AH1043  PID         -  AH1043
 AH1043  STATE/COUNTY-  TX/NUECES
 AH1043  USGS QUAD   -  ROBSTOWN (1975)
 AH1043
 AH1043                         *CURRENT SURVEY CONTROL
 AH1043  ___________________________________________________________________
 AH1043* NAD 83(1986)-  27 46 43.     (N)    097 40 07.     (W)     SCALED    
 AH1043* NAVD 88     -        22.921  (meters)      75.20   (feet)  ADJUSTED  
 AH1043  ___________________________________________________________________
 AH1043  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH1043  DYNAMIC HT  -          22.886 (meters)      75.09  (feet)  COMP
 AH1043  MODELED GRAV-     979,118.0   (mgal)                       NAVD 88
 AH1043
 AH1043  VERT ORDER  -  FIRST     CLASS II
 AH1043
 AH1043.The horizontal coordinates were scaled from a topographic map and have
 AH1043.an estimated accuracy of +/- 6 seconds.
 AH1043
 AH1043.The orthometric height was determined by differential leveling
 AH1043.and adjusted by the National Geodetic Survey in June 1991..
 AH1043
 AH1043.The geoid height was determined by GEOID03.
 AH1043
 AH1043.The dynamic height is computed by dividing the NAVD 88
 AH1043.geopotential number by the normal gravity value computed on the
 AH1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1043.degrees latitude (g = 980.6199 gals.).
 AH1043
 AH1043.The modeled gravity was interpolated from observed gravity values.
 AH1043
 AH1043;                    North         East    Units  Estimated Accuracy
 AH1043;SPC TX S     - 5,234,260.      381,940.      MT  (+/- 180 meters Scaled)
 AH1043
 AH1043                          SUPERSEDED SURVEY CONTROL
 AH1043
 AH1043.No superseded survey control is available for this station.
 AH1043
 AH1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR311733(NAD 83)
 AH1043_MARKER: I = METAL ROD
 AH1043_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1043_SP_SET: STAINLESS STEEL ROD
 AH1043_STAMPING: V 1379 1981
 AH1043_MARK LOGO: NGS   
 AH1043_PROJECTION: FLUSH
 AH1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1043_ROD/PIPE-DEPTH: 7.3  meters
 AH1043
 AH1043  HISTORY     - Date     Condition        Report By
 AH1043  HISTORY     - 1981     MONUMENTED       NGS
 AH1043  HISTORY     - 20010331 GOOD             NGS
 AH1043
 AH1043                          STATION DESCRIPTION
 AH1043
 AH1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1043'IN ROBSTOWN.
 AH1043'IN ROBSTOWN, AT THE JUNCTION OF BUSINESS ROUTE 77 AND FARM ROAD 892,
 AH1043'AT THE SOUTH EDGE OF ROBSTOWN AND AT THE SOUTHEAST CORNER OF AN
 AH1043'ABANDONED GAS SERVICE STATION, 30.8 METERS (101 FT) WEST-NORTHWEST OF
 AH1043'THE CENTERLINE OF BUSINESS ROUTE 77, 9.8 METERS (32.0 FT) NORTHEAST OF
 AH1043'THE CENTERLINE OF THE FARM ROAD, 100.6 METERS (330.0 FT) SOUTHEAST OF
 AH1043'THE SOUTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 0.9 METER
 AH1043'(3.0 FT) EAST-SOUTHEAST OF A GUYED POWERLINE POLE, 2.3 METERS (7.6 FT)
 AH1043'NORTHEAST OF A HIGHWAY RAILROAD CROSSING SIGN.
 AH1043'THE MARK IS 0.30 METERS  WNW FROM A WITNESS POST.
 AH1043'THE MARK IS 0.15 M ABOVE THE ROAD.
 AH1043
 AH1043                          STATION RECOVERY (2001)
 AH1043
 AH1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1043'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0013 ***********************************************************************
 FL0013  DESIGNATION -  V 138
 FL0013  PID         -  FL0013
 FL0013  STATE/COUNTY-  TX/HEMPHILL
 FL0013  USGS QUAD   -  CANADIAN WEST (1972)
 FL0013
 FL0013                         *CURRENT SURVEY CONTROL
 FL0013  ___________________________________________________________________
 FL0013* NAD 83(1986)-  35 54 46.     (N)    100 22 58.     (W)     SCALED    
 FL0013* NAVD 88     -       739.179  (meters)    2425.12   (feet)  ADJUSTED  
 FL0013  ___________________________________________________________________
 FL0013  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FL0013  DYNAMIC HT  -         738.389 (meters)    2422.53  (feet)  COMP
 FL0013  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 FL0013
 FL0013  VERT ORDER  -  FIRST     CLASS II
 FL0013
 FL0013.The horizontal coordinates were scaled from a topographic map and have
 FL0013.an estimated accuracy of +/- 6 seconds.
 FL0013
 FL0013.The orthometric height was determined by differential leveling
 FL0013.and adjusted by the National Geodetic Survey in June 1991..
 FL0013
 FL0013.The geoid height was determined by GEOID03.
 FL0013
 FL0013.The dynamic height is computed by dividing the NAVD 88
 FL0013.geopotential number by the normal gravity value computed on the
 FL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0013.degrees latitude (g = 980.6199 gals.).
 FL0013
 FL0013.The modeled gravity was interpolated from observed gravity values.
 FL0013
 FL0013;                    North         East    Units  Estimated Accuracy
 FL0013;SPC TX N     - 1,212,770.      300,840.      MT  (+/- 180 meters Scaled)
 FL0013
 FL0013                          SUPERSEDED SURVEY CONTROL
 FL0013
 FL0013  NGVD 29 (??/??/92)  738.834  (m)         2423.99   (f) ADJ UNCH    1 2
 FL0013
 FL0013.Superseded values are not recommended for survey control.
 FL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0013.See file dsdata.txt to determine how the superseded data were derived.
 FL0013
 FL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE752751(NAD 83)
 FL0013_MARKER: DB = BENCH MARK DISK
 FL0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0013_SP_SET: FOUNDATION
 FL0013_STAMPING: V-138 1934
 FL0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0013
 FL0013  HISTORY     - Date     Condition        Report By
 FL0013  HISTORY     - 1934     MONUMENTED       CGS
 FL0013  HISTORY     - 1935     GOOD             NGS
 FL0013
 FL0013                          STATION DESCRIPTION
 FL0013
 FL0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0013'IN CANADIAN.
 FL0013'35 FEET EAST OF ENTRANCE TO HEMPHILL COUNTY COURT HOUSE, 3 FEET WEST
 FL0013'OF NORTHEAST CORNER IN CONCRETE FOUNDATION OF BRICK BUILDING ONE FOOT
 FL0013'ABOVE SIDE WALK.
 FL0013
 FL0013                          STATION RECOVERY (1935)
 FL0013
 FL0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1077 ***********************************************************************
 AH1077  DESIGNATION -  V 1380
 AH1077  PID         -  AH1077
 AH1077  STATE/COUNTY-  TX/KLEBERG
 AH1077  USGS QUAD   -  RIVIERA (1979)
 AH1077
 AH1077                         *CURRENT SURVEY CONTROL
 AH1077  ___________________________________________________________________
 AH1077* NAD 83(1986)-  27 16 02.     (N)    097 48 08.     (W)     SCALED    
 AH1077* NAVD 88     -         8.685  (meters)      28.49   (feet)  ADJUSTED  
 AH1077  ___________________________________________________________________
 AH1077  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AH1077  DYNAMIC HT  -           8.671 (meters)      28.45  (feet)  COMP
 AH1077  MODELED GRAV-     979,092.8   (mgal)                       NAVD 88
 AH1077
 AH1077  VERT ORDER  -  FIRST     CLASS II
 AH1077
 AH1077.The horizontal coordinates were scaled from a topographic map and have
 AH1077.an estimated accuracy of +/- 6 seconds.
 AH1077
 AH1077.The orthometric height was determined by differential leveling
 AH1077.and adjusted by the National Geodetic Survey in June 1991..
 AH1077
 AH1077.The geoid height was determined by GEOID03.
 AH1077
 AH1077.The dynamic height is computed by dividing the NAVD 88
 AH1077.geopotential number by the normal gravity value computed on the
 AH1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1077.degrees latitude (g = 980.6199 gals.).
 AH1077
 AH1077.The modeled gravity was interpolated from observed gravity values.
 AH1077
 AH1077;                    North         East    Units  Estimated Accuracy
 AH1077;SPC TX S     - 5,177,520.      369,090.      MT  (+/- 180 meters Scaled)
 AH1077
 AH1077                          SUPERSEDED SURVEY CONTROL
 AH1077
 AH1077.No superseded survey control is available for this station.
 AH1077
 AH1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR185166(NAD 83)
 AH1077_MARKER: I = METAL ROD
 AH1077_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1077_SP_SET: STAINLESS STEEL ROD
 AH1077_STAMPING: V 1380 1981
 AH1077_MARK LOGO: NGS   
 AH1077_PROJECTION: RECESSED 2 CENTIMETERS
 AH1077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1077+STABILITY: POSITION/ELEVATION WELL
 AH1077_ROD/PIPE-DEPTH: 12.2 meters
 AH1077
 AH1077  HISTORY     - Date     Condition        Report By
 AH1077  HISTORY     - 1981     MONUMENTED       NGS
 AH1077
 AH1077                          STATION DESCRIPTION
 AH1077
 AH1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1077'3.8 KM (2.35 MI) SSE FROM RIVIERA.
 AH1077'3.8 KM (2.35 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM
 AH1077'THE JUNCTION OF STATE ROUTE 285 IN RIVIERA, AT THE SOUTHEAST CORNER OF
 AH1077'THE KENEDY COUNTY HISTORICAL MONUMENT GROUNDS, 18.8 METERS (61.8 FT)
 AH1077'WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 77 SOUTHBOUND, 0.35 METER
 AH1077'(1.2 FT) NORTH OF A FENCE, 0.6 METER (2.0 FT) WEST OF A CORNER FENCE
 AH1077'POST, 6.6 METERS (21.6 FT) WEST-SOUTHWEST OF A 0.31 CENTIMETER
 AH1077'(12-INCH) PALM DATE TREE, 14.0 METERS (46.0 FT) OF A GUYED POWERLINE
 AH1077'POLE, 32.3 METERS (105.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AH1077'(2 X 4 X 3 FT) KENEDY COUNTY STONE MONUMENT.  NOTE-MARK DESIGNATED
 AH1077'CLASS A DUE TO SOIL CONDITIONS AND CLIMATE FACTOR.
 AH1077'THE MARK IS 1.2 METERS  WNW FROM A WITNESS POST.
 AH1077'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1936 ***********************************************************************
 AN1936  DESIGNATION -  V 1381
 AN1936  PID         -  AN1936
 AN1936  STATE/COUNTY-  TX/BEE
 AN1936  USGS QUAD   -  TULETA (1987)
 AN1936
 AN1936                         *CURRENT SURVEY CONTROL
 AN1936  ___________________________________________________________________
 AN1936* NAD 83(1986)-  28 37 13.     (N)    097 48 05.     (W)     SCALED    
 AN1936* NAVD 88     -        94.978  (meters)     311.61   (feet)  ADJUSTED  
 AN1936  ___________________________________________________________________
 AN1936  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN1936  DYNAMIC HT  -          94.837 (meters)     311.14  (feet)  COMP
 AN1936  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 AN1936
 AN1936  VERT ORDER  -  FIRST     CLASS II
 AN1936
 AN1936.The horizontal coordinates were scaled from a topographic map and have
 AN1936.an estimated accuracy of +/- 6 seconds.
 AN1936
 AN1936.The orthometric height was determined by differential leveling
 AN1936.and adjusted by the National Geodetic Survey in June 1991..
 AN1936
 AN1936.The geoid height was determined by GEOID03.
 AN1936
 AN1936.The dynamic height is computed by dividing the NAVD 88
 AN1936.geopotential number by the normal gravity value computed on the
 AN1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1936.degrees latitude (g = 980.6199 gals.).
 AN1936
 AN1936.The modeled gravity was interpolated from observed gravity values.
 AN1936
 AN1936;                    North         East    Units  Estimated Accuracy
 AN1936;SPC TXSC     - 4,087,820.      717,210.      MT  (+/- 180 meters Scaled)
 AN1936
 AN1936                          SUPERSEDED SURVEY CONTROL
 AN1936
 AN1936.No superseded survey control is available for this station.
 AN1936
 AN1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS171665(NAD 83)
 AN1936_MARKER: I = METAL ROD
 AN1936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN1936_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN1936_STAMPING: V 1381 1981
 AN1936_MARK LOGO: NGS   
 AN1936_PROJECTION: RECESSED 4 CENTIMETERS
 AN1936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AN1936+STABILITY: POSITION/ELEVATION WELL
 AN1936_ROD/PIPE-DEPTH: 11.5 meters
 AN1936_SLEEVE-DEPTH  : 9.1 meters
 AN1936
 AN1936  HISTORY     - Date     Condition        Report By
 AN1936  HISTORY     - 1981     MONUMENTED       NGS
 AN1936
 AN1936                          STATION DESCRIPTION
 AN1936
 AN1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1936'IN PETTUS.
 AN1936'IN PETTUS, AT THE FIRST CHRISTIAN CHURCH AT THE JUNCTION OF COMMERCE
 AN1936'STREET AND WALTON STREET, AT THE NORTHWEST SIDE OF THE CHURCH,
 AN1936'42.9 METERS (141 FT) NORTHEAST OF THE CENTERLINE OF COMMERCE STREET,
 AN1936'22.8 METERS (75.0 FT) SOUTHEAST OF THE CENTERLINE OF WALTON STREET,
 AN1936'30.7 METERS (101.5 FT) EAST-SOUTHEAST OF THE TOP CENTER OF A GAS METER
 AN1936'ON THE NORTHEAST SIDE OF COMMERCE STREET, 16.7 METERS (55.0 FT)
 AN1936'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH, 17.3 METERS
 AN1936'(57.0 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH,
 AN1936'12.6 METERS (41.5 FT) WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK
 AN1936'LEADING TO THE CHURCH, 1.3 METERS (4.5 FT) NORTHWEST OF THE NORTHWEST
 AN1936'FACE OF AN OFFSET IN THE CHURCH.
 AN1936'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1903 ***********************************************************************
 AN1903  DESIGNATION -  V 1382
 AN1903  PID         -  AN1903
 AN1903  STATE/COUNTY-  TX/BEE
 AN1903  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1903
 AN1903                         *CURRENT SURVEY CONTROL
 AN1903  ___________________________________________________________________
 AN1903* NAD 83(1986)-  28 13 19.     (N)    097 39 04.     (W)     SCALED    
 AN1903* NAVD 88     -        39.299  (meters)     128.93   (feet)  ADJUSTED  
 AN1903  ___________________________________________________________________
 AN1903  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1903  DYNAMIC HT  -          39.240 (meters)     128.74  (feet)  COMP
 AN1903  MODELED GRAV-     979,140.2   (mgal)                       NAVD 88
 AN1903
 AN1903  VERT ORDER  -  FIRST     CLASS II
 AN1903
 AN1903.The horizontal coordinates were scaled from a topographic map and have
 AN1903.an estimated accuracy of +/- 6 seconds.
 AN1903
 AN1903.The orthometric height was determined by differential leveling
 AN1903.and adjusted by the National Geodetic Survey in June 1991..
 AN1903
 AN1903.The geoid height was determined by GEOID03.
 AN1903
 AN1903.The dynamic height is computed by dividing the NAVD 88
 AN1903.geopotential number by the normal gravity value computed on the
 AN1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1903.degrees latitude (g = 980.6199 gals.).
 AN1903
 AN1903.The modeled gravity was interpolated from observed gravity values.
 AN1903
 AN1903;                    North         East    Units  Estimated Accuracy
 AN1903;SPC TXSC     - 4,043,840.      732,410.      MT  (+/- 180 meters Scaled)
 AN1903
 AN1903                          SUPERSEDED SURVEY CONTROL
 AN1903
 AN1903.No superseded survey control is available for this station.
 AN1903
 AN1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS323225(NAD 83)
 AN1903_MARKER: I = METAL ROD
 AN1903_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1903_SP_SET: STAINLESS STEEL ROD
 AN1903_STAMPING: V 1382 1981
 AN1903_MARK LOGO: NGS   
 AN1903_PROJECTION: RECESSED 3 CENTIMETERS
 AN1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1903_ROD/PIPE-DEPTH: 7.9  meters
 AN1903
 AN1903  HISTORY     - Date     Condition        Report By
 AN1903  HISTORY     - 1981     MONUMENTED       NGS
 AN1903
 AN1903                          STATION DESCRIPTION
 AN1903
 AN1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1903'4.8 KM (3.0 MI) SE FROM SKIDMORE.
 AN1903'4.8 KM (3.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1903'STATE HIGHWAY 359 IN SKIDMORE, AT THE JUNCTION OF A GRAVEL ROAD
 AN1903'LEADING NORTHEAST ACROSS THE SOUTHERN PACIFIC RAILROAD, 40.2 METERS
 AN1903'(132 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.0 METERS
 AN1903'(23.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 13.7 METERS (45.0 FT)
 AN1903'NORTHEAST OF THE NORTHEAST RAIL, 2.0 METERS (6.5 FT) EAST OF A
 AN1903'TELEPHONE JUNCTION BOX AND WARNING SIGN, 1.2 METERS (4.0 FT)
 AN1903'SOUTH-SOUTHEAST OF A 17-CM IRON PIPE CORNER FENCE POST, 0.3 METER
 AN1903'(1.0 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 AN1903'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AN1903'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0393 ***********************************************************************
 CE0393  DESIGNATION -  V 1383
 CE0393  PID         -  CE0393
 CE0393  STATE/COUNTY-  TX/EL PASO
 CE0393  USGS QUAD   -  EL PASO (1997)
 CE0393
 CE0393                         *CURRENT SURVEY CONTROL
 CE0393  ___________________________________________________________________
 CE0393* NAD 83(1986)-  31 47 09.     (N)    106 24 46.     (W)     SCALED    
 CE0393* NAVD 88     -      1190.610  (meters)    3906.19   (feet)  ADJUSTED  
 CE0393  ___________________________________________________________________
 CE0393  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0393  DYNAMIC HT  -        1188.790 (meters)    3900.22  (feet)  COMP
 CE0393  MODELED GRAV-     979,070.3   (mgal)                       NAVD 88
 CE0393
 CE0393  VERT ORDER  -  FIRST     CLASS I
 CE0393
 CE0393.The horizontal coordinates were scaled from a topographic map and have
 CE0393.an estimated accuracy of +/- 6 seconds.
 CE0393
 CE0393.The orthometric height was determined by differential leveling
 CE0393.and adjusted by the National Geodetic Survey in November 1996..
 CE0393
 CE0393.The geoid height was determined by GEOID03.
 CE0393
 CE0393.The dynamic height is computed by dividing the NAVD 88
 CE0393.geopotential number by the normal gravity value computed on the
 CE0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0393.degrees latitude (g = 980.6199 gals.).
 CE0393
 CE0393.The modeled gravity was interpolated from observed gravity values.
 CE0393
 CE0393;                    North         East    Units  Estimated Accuracy
 CE0393;SPC TX C     - 3,250,660.      124,500.      MT  (+/- 180 meters Scaled)
 CE0393
 CE0393                          SUPERSEDED SURVEY CONTROL
 CE0393
 CE0393  NAVD 88 (06/15/91) 1190.620  (m)         3906.23   (f) UNKNOWN     1 1
 CE0393
 CE0393.Superseded values are not recommended for survey control.
 CE0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0393.See file dsdata.txt to determine how the superseded data were derived.
 CE0393
 CE0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR662175(NAD 83)
 CE0393_MARKER: I = METAL ROD
 CE0393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0393_SP_SET: STAINLESS STEEL ROD
 CE0393_STAMPING: V 1383 1981
 CE0393_MARK LOGO: NGS   
 CE0393_PROJECTION: FLUSH
 CE0393_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0393+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0393_ROD/PIPE-DEPTH: 7.3  meters
 CE0393
 CE0393  HISTORY     - Date     Condition        Report By
 CE0393  HISTORY     - 1981     MONUMENTED       NGS
 CE0393  HISTORY     - 19921117 GOOD             NGS
 CE0393
 CE0393                          STATION DESCRIPTION
 CE0393
 CE0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0393'IN EL PASO.
 CE0393'THE MARK IS 0.9 M ABOVE THE STREET.
 CE0393'IN EL PASO, AT THE JUNCTION OF MONTANA STREET AND GERONIMO DRIVE,
 CE0393'IN THE SOUTHWEST CORNER OF A RAMADA INN PARKING LOT, 18.6 METERS
 CE0393'(61.0 FT) NORTHEAST OF THE CENTER OF THE DRIVE, 16.5 METERS (54.0 FT)
 CE0393'NORTHWEST OF THE CENTER OF THE WEST BOUND LANES OF THE STREET, 0.8
 CE0393'METERS (2.7 FT) WEST OF A PALM TREE AND 0.6 METER (2.0 FT) SOUTHWEST
 CE0393'OF THE SOUTHWEST LEG OF A RAMADA INN SIGN.  NOTE=ACCESS TO THE DATUM
 CE0393'POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0393
 CE0393                          STATION RECOVERY (1992)
 CE0393
 CE0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0393'IN EL PASO, AT THE INTERSECTION OF MONTANA AVENUE AND GERONIMO DRIVE,
 CE0393'18.6 M (61.0 FT) NORTHEAST OF THE DRIVE CENTER, 16.5 M (54.1 FT)
 CE0393'NORTHWEST OF THE CENTER OF THE WESTBOUND LANES OF THE AVENUE, 1.0 M
 CE0393'(3.3 FT) ABOVE THE LEVEL OF THE AVENUE, 0.8 M (2.6 FT) WEST OF A PALM
 CE0393'TREE, AND 0.6 M (2.0 FT) SOUTHWEST OF THE SOUTHWEST LEG OF A SIGN
 CE0393'(PARK INN INTERNATIONAL).  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 CE0393'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0372 ***********************************************************************
 CE0372  DESIGNATION -  V 1384
 CE0372  PID         -  CE0372
 CE0372  STATE/COUNTY-  TX/EL PASO
 CE0372  USGS QUAD   -  YSLETA (1994)
 CE0372
 CE0372                         *CURRENT SURVEY CONTROL
 CE0372  ___________________________________________________________________
 CE0372* NAD 83(1986)-  31 39 22.     (N)    106 17 05.     (W)     SCALED    
 CE0372* NAVD 88     -      1114.188  (meters)    3655.47   (feet)  ADJUSTED  
 CE0372  ___________________________________________________________________
 CE0372  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0372  DYNAMIC HT  -        1112.494 (meters)    3649.91  (feet)  COMP
 CE0372  MODELED GRAV-     979,081.9   (mgal)                       NAVD 88
 CE0372
 CE0372  VERT ORDER  -  FIRST     CLASS II
 CE0372
 CE0372.The horizontal coordinates were scaled from a topographic map and have
 CE0372.an estimated accuracy of +/- 6 seconds.
 CE0372
 CE0372.The orthometric height was determined by differential leveling
 CE0372.and adjusted by the National Geodetic Survey in June 1991..
 CE0372
 CE0372.The geoid height was determined by GEOID03.
 CE0372
 CE0372.The dynamic height is computed by dividing the NAVD 88
 CE0372.geopotential number by the normal gravity value computed on the
 CE0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0372.degrees latitude (g = 980.6199 gals.).
 CE0372
 CE0372.The modeled gravity was interpolated from observed gravity values.
 CE0372
 CE0372;                    North         East    Units  Estimated Accuracy
 CE0372;SPC TX C     - 3,235,640.      135,850.      MT  (+/- 180 meters Scaled)
 CE0372
 CE0372                          SUPERSEDED SURVEY CONTROL
 CE0372
 CE0372.No superseded survey control is available for this station.
 CE0372
 CE0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR781030(NAD 83)
 CE0372_MARKER: I = METAL ROD
 CE0372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0372_SP_SET: STAINLESS STEEL ROD
 CE0372_STAMPING: V 1384 1981
 CE0372_MARK LOGO: NGS   
 CE0372_PROJECTION: FLUSH
 CE0372_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0372+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1993
 CE0372_ROD/PIPE-DEPTH: 18.3 meters
 CE0372
 CE0372  HISTORY     - Date     Condition        Report By
 CE0372  HISTORY     - 1981     MONUMENTED       NGS
 CE0372  HISTORY     - 19930119 GOOD             NGS
 CE0372  HISTORY     - 19990809 GOOD             TX2190
 CE0372
 CE0372                          STATION DESCRIPTION
 CE0372
 CE0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0372'21.9 KM (13.6 MI) NW FROM FABENS.
 CE0372'THE MARK IS 1.5 M BELOW THE TRACKS.
 CE0372'12.1 KM (7.5 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0372'OFFICE IN FABENS, THENCE 0.6 KM (0.4 MI) NORTHEAST ALONG FARM ROAD
 CE0372'1110, THENCE 9.2 KM (5.7 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CE0372'RAILROAD, AT A DIRT ROAD CROSSING, 24.7 METERS (81.0 FT) SOUTHEAST
 CE0372'OF THE CENTER OF A PAVED ROAD, 15.2 METERS (50.0 FT) EAST OF MILEPOST
 CE0372'813, 8.9 METERS (29.3 FT) NORTHEAST OF THE REAR RAIL, 8.5 METERS
 CE0372'(28.0 FT) NORTHWEST OF A UTILITY POLE AND 1.8 METERS (5.8 FT)
 CE0372'NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CE0372'THROUGH A 5-INCH LOGO CAP.
 CE0372'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CE0372
 CE0372                          STATION RECOVERY (1993)
 CE0372
 CE0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0372'IN SOCORRO, AT THE INTERSECTION OF RIO VISTA ROAD AND THE SOUTHERN
 CE0372'PACIFIC RAILROAD, 24.7 M (81.0 FT) SOUTHEAST OF THE ROAD CENTER, 8.9
 CE0372'M (29.2 FT) NORTHEAST OF THE NEAR RAIL, 8.8 M (28.9 FT) SOUTHWEST OF
 CE0372'A PAVED ROAD LEADING TO HILLEY FARM AT 270 RIO VISTA ROAD, AND 1.8 M
 CE0372'(5.9 FT) NORTHWEST OF A UTILITY POLE. NOTE--ACCESS TO THE DATUM POINT
 CE0372'IS THROUGH A 5-INCH LOGO CAP.
 CE0372
 CE0372                          STATION RECOVERY (1999)
 CE0372
 CE0372'RECOVERY NOTE BY CITY OF EL PASO TEXAS 1999 (HWE)
 CE0372'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1588 ***********************************************************************
 AY1588  DESIGNATION -  V 1387
 AY1588  PID         -  AY1588
 AY1588  STATE/COUNTY-  TX/UVALDE
 AY1588  USGS QUAD   -  UVALDE (1971)
 AY1588
 AY1588                         *CURRENT SURVEY CONTROL
 AY1588  ___________________________________________________________________
 AY1588* NAD 83(1986)-  29 14 32.     (N)    099 51 43.     (W)     SCALED    
 AY1588* NAVD 88     -       290.658  (meters)     953.60   (feet)  ADJUSTED  
 AY1588  ___________________________________________________________________
 AY1588  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AY1588  DYNAMIC HT  -         290.235 (meters)     952.21  (feet)  COMP
 AY1588  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AY1588
 AY1588  VERT ORDER  -  FIRST     CLASS II
 AY1588
 AY1588.The horizontal coordinates were scaled from a topographic map and have
 AY1588.an estimated accuracy of +/- 6 seconds.
 AY1588
 AY1588.The orthometric height was determined by differential leveling
 AY1588.and adjusted by the National Geodetic Survey in June 1991..
 AY1588
 AY1588.The geoid height was determined by GEOID03.
 AY1588
 AY1588.The dynamic height is computed by dividing the NAVD 88
 AY1588.geopotential number by the normal gravity value computed on the
 AY1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1588.degrees latitude (g = 980.6199 gals.).
 AY1588
 AY1588.The modeled gravity was interpolated from observed gravity values.
 AY1588
 AY1588;                    North         East    Units  Estimated Accuracy
 AY1588;SPC TXSC     - 4,156,450.      516,220.      MT  (+/- 180 meters Scaled)
 AY1588
 AY1588                          SUPERSEDED SURVEY CONTROL
 AY1588
 AY1588.No superseded survey control is available for this station.
 AY1588
 AY1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT162351(NAD 83)
 AY1588_MARKER: I = METAL ROD
 AY1588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1588_SP_SET: STAINLESS STEEL ROD
 AY1588_STAMPING: V 1387 1982
 AY1588_MARK LOGO: NGS   
 AY1588_PROJECTION: RECESSED 5 CENTIMETERS
 AY1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1588+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AY1588_ROD/PIPE-DEPTH: 4.9  meters
 AY1588
 AY1588  HISTORY     - Date     Condition        Report By
 AY1588  HISTORY     - 1982     MONUMENTED       NGS
 AY1588  HISTORY     - 20041007 GOOD             USPSQD
 AY1588
 AY1588                          STATION DESCRIPTION
 AY1588
 AY1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1588'6.5 KM (4.0 MI) WEST FROM UVALDE.
 AY1588'5.5 KM (3.4 MI) WESTERLY ALONG STATE ROUTE 2369 FROM THE JUNCTION OF
 AY1588'SPUR 144 AND THE SOUTHERN PACIFIC RAILROAD STATION IN UVALDE, THENCE
 AY1588'WEST ALONG A GRAVEL ROAD (RAILROAD SERVICE ROAD) FOR 0.97 KM (0.6 MI),
 AY1588'TO MILEPOLE 305.  6.7 METERS (22.0 FT) SOUTH OF A GRAVEL ROAD,
 AY1588'16.4 METERS (53.7 FT) SOUTH SOUTHEAST OF MILEPOLE 305, 3.6 METERS
 AY1588'(11.8 FT) EAST OF A TELEPHONE CABLE JUNCTION BOX AND 0.30 METERS
 AY1588'(1.0 FT) NORTH OF A FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1588'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 AY1588'THE MARK IS 0.30 M ABOVE ROAD.
 AY1588
 AY1588                          STATION RECOVERY (2004)
 AY1588
 AY1588'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0801 ***********************************************************************
 CD0801  DESIGNATION -  V 1389
 CD0801  PID         -  CD0801
 CD0801  STATE/COUNTY-  TX/HUDSPETH
 CD0801  USGS QUAD   -  DOME PEAK (1964)
 CD0801
 CD0801                         *CURRENT SURVEY CONTROL
 CD0801  ___________________________________________________________________
 CD0801* NAD 83(1986)-  31 07 55.     (N)    105 12 40.     (W)     SCALED    
 CD0801* NAVD 88     -      1330.220  (meters)    4364.23   (feet)  ADJUSTED  
 CD0801  ___________________________________________________________________
 CD0801  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CD0801  DYNAMIC HT  -        1328.109 (meters)    4357.30  (feet)  COMP
 CD0801  MODELED GRAV-     979,006.9   (mgal)                       NAVD 88
 CD0801
 CD0801  VERT ORDER  -  FIRST     CLASS II
 CD0801
 CD0801.The horizontal coordinates were scaled from a topographic map and have
 CD0801.an estimated accuracy of +/- 6 seconds.
 CD0801
 CD0801.The orthometric height was determined by differential leveling
 CD0801.and adjusted by the National Geodetic Survey in June 1991..
 CD0801
 CD0801.The geoid height was determined by GEOID03.
 CD0801
 CD0801.The dynamic height is computed by dividing the NAVD 88
 CD0801.geopotential number by the normal gravity value computed on the
 CD0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0801.degrees latitude (g = 980.6199 gals.).
 CD0801
 CD0801.The modeled gravity was interpolated from observed gravity values.
 CD0801
 CD0801;                    North         East    Units  Estimated Accuracy
 CD0801;SPC TX C     - 3,172,630.      235,000.      MT  (+/- 180 meters Scaled)
 CD0801
 CD0801                          SUPERSEDED SURVEY CONTROL
 CD0801
 CD0801.No superseded survey control is available for this station.
 CD0801
 CD0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ798442(NAD 83)
 CD0801_MARKER: I = METAL ROD
 CD0801_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0801_SP_SET: STAINLESS STEEL ROD
 CD0801_STAMPING: V 1389 1981
 CD0801_MARK LOGO: NGS   
 CD0801_PROJECTION: FLUSH
 CD0801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0801+STABILITY: POSITION/ELEVATION WELL
 CD0801_ROD/PIPE-DEPTH: 6.1  meters
 CD0801
 CD0801  HISTORY     - Date     Condition        Report By
 CD0801  HISTORY     - 1981     MONUMENTED       NGS
 CD0801
 CD0801                          STATION DESCRIPTION
 CD0801
 CD0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0801'14.9 KM (9.25 MI) SE FROM SIERRA BLANCA.
 CD0801'14.9 KM (9.25 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0801'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.5 KM (0.3 MI) EAST
 CD0801'OF MILEPOST 116, 15.1 METERS (49.5 FT) NORTH-NORTHEAST OF THE
 CD0801'CENTERLINE OF THE WEST BOUND LANES OF INTERSTATE HIGHWAY 10, 11.9
 CD0801'METERS (39.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF A FRONTAGE
 CD0801'ROAD AND 1.3 METERS (4.3 FT) SOUTHWEST OF THE NORTH-NORTHWEST LEG
 CD0801'OF A HIGHWAY INFORMATION SIGN (SIERRA BLANCA, EL PASO).  NOTE=
 CD0801'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0801'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 CD0801'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0194 ***********************************************************************
 FL0194  DESIGNATION -  V 139
 FL0194  PID         -  FL0194
 FL0194  STATE/COUNTY-  TX/WHEELER
 FL0194  USGS QUAD   -  TWITTY (1976)
 FL0194
 FL0194                         *CURRENT SURVEY CONTROL
 FL0194  ___________________________________________________________________
 FL0194* NAD 83(1986)-  35 18 09.     (N)    100 14 10.     (W)     SCALED    
 FL0194* NAVD 88     -       677.732  (meters)    2223.53   (feet)  ADJUSTED  
 FL0194  ___________________________________________________________________
 FL0194  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0194  DYNAMIC HT  -         677.024 (meters)    2221.20  (feet)  COMP
 FL0194  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 FL0194
 FL0194  VERT ORDER  -  FIRST     CLASS II
 FL0194
 FL0194.The horizontal coordinates were scaled from a topographic map and have
 FL0194.an estimated accuracy of +/- 6 seconds.
 FL0194
 FL0194.The orthometric height was determined by differential leveling
 FL0194.and adjusted by the National Geodetic Survey in June 1991..
 FL0194
 FL0194.The geoid height was determined by GEOID03.
 FL0194
 FL0194.The dynamic height is computed by dividing the NAVD 88
 FL0194.geopotential number by the normal gravity value computed on the
 FL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0194.degrees latitude (g = 980.6199 gals.).
 FL0194
 FL0194.The modeled gravity was interpolated from observed gravity values.
 FL0194
 FL0194;                    North         East    Units  Estimated Accuracy
 FL0194;SPC TX N     - 1,145,230.      314,940.      MT  (+/- 180 meters Scaled)
 FL0194
 FL0194                          SUPERSEDED SURVEY CONTROL
 FL0194
 FL0194  NGVD 29 (??/??/92)  677.439  (m)         2222.56   (f) ADJ UNCH    1 2
 FL0194
 FL0194.Superseded values are not recommended for survey control.
 FL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0194.See file dsdata.txt to determine how the superseded data were derived.
 FL0194
 FL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE876072(NAD 83)
 FL0194_MARKER: DB = BENCH MARK DISK
 FL0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0194_STAMPING: V 139 1933
 FL0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0194+STABILITY: SURFACE MOTION
 FL0194
 FL0194  HISTORY     - Date     Condition        Report By
 FL0194  HISTORY     - 1933     MONUMENTED       CGS
 FL0194  HISTORY     - 1953     GOOD             NGS
 FL0194  HISTORY     - 1962     GOOD             USGS
 FL0194
 FL0194                          STATION DESCRIPTION
 FL0194
 FL0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0194'0.8 MI S FROM TWITTY.
 FL0194'0.8 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE CHURCH OF CHRIST AT
 FL0194'TWITTY, 0.1 MILE NORTH OF A FARMHOUSE, 54 FEET WEST OF THE CENTER LINE
 FL0194'OF THE HIGHWAY, 7 FEET NORTH OF A POWER POLE, 3 FEET NORTH OF A
 FL0194'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 FL0194'FOOT ABOVE THE GROUND.  NOTE-- 1 FT BELOW SURFACE.
 FL0194
 FL0194                          STATION RECOVERY (1962)
 FL0194
 FL0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0334 ***********************************************************************
 BQ0334  DESIGNATION -  V 1390
 BQ0334  PID         -  BQ0334
 BQ0334  STATE/COUNTY-  TX/CULBERSON
 BQ0334  USGS QUAD   -  LOBO (1972)
 BQ0334
 BQ0334                         *CURRENT SURVEY CONTROL
 BQ0334  ___________________________________________________________________
 BQ0334* NAD 83(1986)-  30 51 54.     (N)    104 46 46.     (W)     SCALED    
 BQ0334* NAVD 88     -      1208.158  (meters)    3963.76   (feet)  ADJUSTED  
 BQ0334  ___________________________________________________________________
 BQ0334  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BQ0334  DYNAMIC HT  -        1206.229 (meters)    3957.44  (feet)  COMP
 BQ0334  MODELED GRAV-     979,003.2   (mgal)                       NAVD 88
 BQ0334
 BQ0334  VERT ORDER  -  FIRST     CLASS II
 BQ0334
 BQ0334.The horizontal coordinates were scaled from a topographic map and have
 BQ0334.an estimated accuracy of +/- 6 seconds.
 BQ0334
 BQ0334.The orthometric height was determined by differential leveling
 BQ0334.and adjusted by the National Geodetic Survey in June 1991..
 BQ0334
 BQ0334.The geoid height was determined by GEOID03.
 BQ0334
 BQ0334.The dynamic height is computed by dividing the NAVD 88
 BQ0334.geopotential number by the normal gravity value computed on the
 BQ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0334.degrees latitude (g = 980.6199 gals.).
 BQ0334
 BQ0334.The modeled gravity was interpolated from observed gravity values.
 BQ0334
 BQ0334;                    North         East    Units  Estimated Accuracy
 BQ0334;SPC TX C     - 3,141,340.      274,940.      MT  (+/- 180 meters Scaled)
 BQ0334
 BQ0334                          SUPERSEDED SURVEY CONTROL
 BQ0334
 BQ0334.No superseded survey control is available for this station.
 BQ0334
 BQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ210146(NAD 83)
 BQ0334_MARKER: I = METAL ROD
 BQ0334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0334_SP_SET: STAINLESS STEEL ROD
 BQ0334_STAMPING: V 1390 1981
 BQ0334_MARK LOGO: NGS   
 BQ0334_PROJECTION: FLUSH
 BQ0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0334+STABILITY: POSITION/ELEVATION WELL
 BQ0334_ROD/PIPE-DEPTH: 6.7  meters
 BQ0334
 BQ0334  HISTORY     - Date     Condition        Report By
 BQ0334  HISTORY     - 1981     MONUMENTED       NGS
 BQ0334
 BQ0334                          STATION DESCRIPTION
 BQ0334
 BQ0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0334'19.7 KM (12.25 MI) SE FROM VAN HORN.
 BQ0334'19.7 KM (12.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0334'JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 0.8 KM (0.5 MI)
 BQ0334'SOUTHEAST OF FARM ROAD 1523, 75.0 METERS (246.0 FT) NORTHWEST OF THE
 BQ0334'NORTHWEST CORNER OF A MULTI-CONCRETE CULVERT, AND 18.8 METERS (61.6
 BQ0334'FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 BQ0334'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT
 BQ0334'22.0 FT.
 BQ0334'THE MARK IS 0.4 METERS  ENE FROM  A WITNESS POST AND FENCE
 BQ0334'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0540 ***********************************************************************
 CC0540  DESIGNATION -  V 1391
 CC0540  PID         -  CC0540
 CC0540  STATE/COUNTY-  TX/REEVES
 CC0540  USGS QUAD   -  ORLA (1968)
 CC0540
 CC0540                         *CURRENT SURVEY CONTROL
 CC0540  ___________________________________________________________________
 CC0540* NAD 83(1986)-  31 48 59.     (N)    103 54 04.     (W)     SCALED    
 CC0540* NAVD 88     -       873.006  (meters)    2864.19   (feet)  ADJUSTED  
 CC0540  ___________________________________________________________________
 CC0540  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CC0540  DYNAMIC HT  -         871.710 (meters)    2859.94  (feet)  COMP
 CC0540  MODELED GRAV-     979,126.7   (mgal)                       NAVD 88
 CC0540
 CC0540  VERT ORDER  -  FIRST     CLASS II
 CC0540
 CC0540.The horizontal coordinates were scaled from a topographic map and have
 CC0540.an estimated accuracy of +/- 6 seconds.
 CC0540
 CC0540.The orthometric height was determined by differential leveling
 CC0540.and adjusted by the National Geodetic Survey in June 1991..
 CC0540
 CC0540.The geoid height was determined by GEOID03.
 CC0540
 CC0540.The dynamic height is computed by dividing the NAVD 88
 CC0540.geopotential number by the normal gravity value computed on the
 CC0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0540.degrees latitude (g = 980.6199 gals.).
 CC0540
 CC0540.The modeled gravity was interpolated from observed gravity values.
 CC0540
 CC0540;                    North         East    Units  Estimated Accuracy
 CC0540;SPC TX C     - 3,243,730.      362,260.      MT  (+/- 180 meters Scaled)
 CC0540
 CC0540                          SUPERSEDED SURVEY CONTROL
 CC0540
 CC0540.No superseded survey control is available for this station.
 CC0540
 CC0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR040206(NAD 83)
 CC0540_MARKER: I = METAL ROD
 CC0540_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0540+WITH SETTING: INFORMATION.
 CC0540_SP_SET: SHALLOW SET METAL ROD
 CC0540_STAMPING: V 1391 1981
 CC0540_MARK LOGO: NGS   
 CC0540_PROJECTION: FLUSH
 CC0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0540_ROD/PIPE-DEPTH: 1.8  meters
 CC0540
 CC0540  HISTORY     - Date     Condition        Report By
 CC0540  HISTORY     - 1981     MONUMENTED       NGS
 CC0540
 CC0540                          STATION DESCRIPTION
 CC0540
 CC0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0540'1.2 KM (0.75 MI) SE FROM ORLA.
 CC0540'1.2 KM (0.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0540'WITH FARM ROAD 652 IN ORLA, 19.8 METERS (64.8 FT) NORTHEAST OF THE
 CC0540'CENTERLINE OF THE HIGHWAY, AND 17.3 METERS (56.6 FT) NORTHWEST OF
 CC0540'THE CENTER OF A METAL GATE AND FIELD ROAD LEADING NORTHEAST.
 CC0540'NOTE=REFUSAL WAS REACHED AT 1.8 METERS (6.0 FT).  ACCESS TO THE
 CC0540'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0540'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 CC0540'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0377 ***********************************************************************
 CE0377  DESIGNATION -  V 1392
 CE0377  PID         -  CE0377
 CE0377  STATE/COUNTY-  TX/EL PASO
 CE0377  USGS QUAD   -  CLINT (1995)
 CE0377
 CE0377                         *CURRENT SURVEY CONTROL
 CE0377  ___________________________________________________________________
 CE0377* NAD 83(1986)-  31 33 04.     (N)    106 12 07.     (W)     SCALED    
 CE0377* NAVD 88     -      1104.319  (meters)    3623.09   (feet)  ADJUSTED  
 CE0377  ___________________________________________________________________
 CE0377  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0377  DYNAMIC HT  -        1102.627 (meters)    3617.54  (feet)  COMP
 CE0377  MODELED GRAV-     979,071.0   (mgal)                       NAVD 88
 CE0377
 CE0377  VERT ORDER  -  FIRST     CLASS II
 CE0377
 CE0377.The horizontal coordinates were scaled from a topographic map and have
 CE0377.an estimated accuracy of +/- 6 seconds.
 CE0377
 CE0377.The orthometric height was determined by differential leveling
 CE0377.and adjusted by the National Geodetic Survey in June 1991..
 CE0377
 CE0377.The geoid height was determined by GEOID03.
 CE0377
 CE0377.The dynamic height is computed by dividing the NAVD 88
 CE0377.geopotential number by the normal gravity value computed on the
 CE0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0377.degrees latitude (g = 980.6199 gals.).
 CE0377
 CE0377.The modeled gravity was interpolated from observed gravity values.
 CE0377
 CE0377;                    North         East    Units  Estimated Accuracy
 CE0377;SPC TX C     - 3,223,600.      143,070.      MT  (+/- 180 meters Scaled)
 CE0377
 CE0377                          SUPERSEDED SURVEY CONTROL
 CE0377
 CE0377.No superseded survey control is available for this station.
 CE0377
 CE0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ859913(NAD 83)
 CE0377_MARKER: I = METAL ROD
 CE0377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0377_SP_SET: STAINLESS STEEL ROD
 CE0377_STAMPING: V 1392 1981
 CE0377_MARK LOGO: NGS   
 CE0377_PROJECTION: FLUSH
 CE0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0377_ROD/PIPE-DEPTH: 18.3 meters
 CE0377
 CE0377  HISTORY     - Date     Condition        Report By
 CE0377  HISTORY     - 1981     MONUMENTED       NGS
 CE0377
 CE0377                          STATION DESCRIPTION
 CE0377
 CE0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0377'7.2 KM (4.5 MI) NW FROM FABENS.
 CE0377'7.2 KM (4.5 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0377'OFFICE IN FABENS, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST,
 CE0377'17.1 METERS (56.0 FT) NORTHWEST OF THE CENTER OF THE ROAD, 15.1
 CE0377'METERS (49.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.0
 CE0377'METERS (6.5 FT) SOUTH-SOUTHEAST OF A UTILITY POLE AND 0.3 METER
 CE0377'(1.0 FT) NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT
 CE0377'IS THROUGH A 5-INCH LOGO CAP.
 CE0377'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CE0377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0770 ***********************************************************************
 CD0770  DESIGNATION -  V 1393
 CD0770  PID         -  CD0770
 CD0770  STATE/COUNTY-  TX/HUDSPETH
 CD0770  USGS QUAD   -  MC NARY (1972)
 CD0770
 CD0770                         *CURRENT SURVEY CONTROL
 CD0770  ___________________________________________________________________
 CD0770* NAD 83(1986)-  31 13 22.     (N)    105 46 10.     (W)     SCALED    
 CD0770* NAVD 88     -      1080.382  (meters)    3544.55   (feet)  ADJUSTED  
 CD0770  ___________________________________________________________________
 CD0770  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CD0770  DYNAMIC HT  -        1078.690 (meters)    3539.00  (feet)  COMP
 CD0770  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 CD0770
 CD0770  VERT ORDER  -  FIRST     CLASS II
 CD0770
 CD0770.The horizontal coordinates were scaled from a topographic map and have
 CD0770.an estimated accuracy of +/- 6 seconds.
 CD0770
 CD0770.The orthometric height was determined by differential leveling
 CD0770.and adjusted by the National Geodetic Survey in June 1991..
 CD0770
 CD0770.The geoid height was determined by GEOID03.
 CD0770
 CD0770.The dynamic height is computed by dividing the NAVD 88
 CD0770.geopotential number by the normal gravity value computed on the
 CD0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0770.degrees latitude (g = 980.6199 gals.).
 CD0770
 CD0770.The modeled gravity was interpolated from observed gravity values.
 CD0770
 CD0770;                    North         East    Units  Estimated Accuracy
 CD0770;SPC TX C     - 3,185,160.      182,300.      MT  (+/- 180 meters Scaled)
 CD0770
 CD0770                          SUPERSEDED SURVEY CONTROL
 CD0770
 CD0770.No superseded survey control is available for this station.
 CD0770
 CD0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ267545(NAD 83)
 CD0770_MARKER: I = METAL ROD
 CD0770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0770_SP_SET: STAINLESS STEEL ROD
 CD0770_STAMPING: V 1393 1981
 CD0770_MARK LOGO: NGS   
 CD0770_PROJECTION: FLUSH
 CD0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0770+STABILITY: POSITION/ELEVATION WELL
 CD0770_ROD/PIPE-DEPTH: 18.3 meters
 CD0770
 CD0770  HISTORY     - Date     Condition        Report By
 CD0770  HISTORY     - 1981     MONUMENTED       NGS
 CD0770
 CD0770                          STATION DESCRIPTION
 CD0770
 CD0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0770'44.4 KM (27.6 MI) NW FROM SIERRA BLANCA.
 CD0770'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0770'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0770'SOUTH ALONG A GRAVELED ROAD, THENCE 38.0 KM (23.6 MI) NORTHWEST ALONG
 CD0770'INTERSTATE HIGHWAY 10, AT A T-FENCE CORNER, 0.2 KM (0.15 MI)
 CD0770'NORTHWEST OF MILEPOST 80 AND 30.5 METERS (100.0 FT) SOUTHWEST OF THE
 CD0770'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CD0770'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 CD0770'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0794 ***********************************************************************
 CD0794  DESIGNATION -  V 1394
 CD0794  PID         -  CD0794
 CD0794  STATE/COUNTY-  TX/HUDSPETH
 CD0794  USGS QUAD   -  LASCA (1979)
 CD0794
 CD0794                         *CURRENT SURVEY CONTROL
 CD0794  ___________________________________________________________________
 CD0794* NAD 83(1986)-  31 13 00.     (N)    105 28 56.     (W)     SCALED    
 CD0794* NAVD 88     -      1389.972  (meters)    4560.27   (feet)  ADJUSTED  
 CD0794  ___________________________________________________________________
 CD0794  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CD0794  DYNAMIC HT  -        1387.762 (meters)    4553.02  (feet)  COMP
 CD0794  MODELED GRAV-     979,001.9   (mgal)                       NAVD 88
 CD0794
 CD0794  VERT ORDER  -  FIRST     CLASS II
 CD0794
 CD0794.The horizontal coordinates were scaled from a topographic map and have
 CD0794.an estimated accuracy of +/- 6 seconds.
 CD0794
 CD0794.The orthometric height was determined by differential leveling
 CD0794.and adjusted by the National Geodetic Survey in June 1991..
 CD0794
 CD0794.The geoid height was determined by GEOID03.
 CD0794
 CD0794.The dynamic height is computed by dividing the NAVD 88
 CD0794.geopotential number by the normal gravity value computed on the
 CD0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0794.degrees latitude (g = 980.6199 gals.).
 CD0794
 CD0794.The modeled gravity was interpolated from observed gravity values.
 CD0794
 CD0794;                    North         East    Units  Estimated Accuracy
 CD0794;SPC TX C     - 3,183,180.      209,600.      MT  (+/- 180 meters Scaled)
 CD0794
 CD0794                          SUPERSEDED SURVEY CONTROL
 CD0794
 CD0794.No superseded survey control is available for this station.
 CD0794
 CD0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ540537(NAD 83)
 CD0794_MARKER: DB = BENCH MARK DISK
 CD0794_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0794_SP_SET: PIER
 CD0794_STAMPING: V 1394 1981
 CD0794_MARK LOGO: NGS   
 CD0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0794+STABILITY: POSITION/ELEVATION WELL
 CD0794
 CD0794  HISTORY     - Date     Condition        Report By
 CD0794  HISTORY     - 1981     MONUMENTED       NGS
 CD0794
 CD0794                          STATION DESCRIPTION
 CD0794
 CD0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0794'13.4 KM (8.3 MI) NW FROM SIERRA BLANCA.
 CD0794'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0794'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0794'SOUTH ALONG A GRAVELED ROAD, THENCE 6.9 KM (4.3 MI) NORTHWESTERLY
 CD0794'ALONG INTERSTATE HIGHWAY 10, SET VERTICALLY IN THE NORTHWEST FACE
 CD0794'OF THE MOST SOUTHERLY ONE OF THREE CONCRETE PIERS OF THE EAST BOUND
 CD0794'EXIT 99 OVERPASS AND 5.5 METERS (17.9 FT) SOUTHEAST OF THE CENTERLINE
 CD0794'OF A FRONTAGE ROAD.
 CD0794'THE MARK IS 1.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0876 ***********************************************************************
 CD0876  DESIGNATION -  V 1395
 CD0876  PID         -  CD0876
 CD0876  STATE/COUNTY-  TX/CULBERSON
 CD0876  USGS QUAD   -  BORACHO (1970)
 CD0876
 CD0876                         *CURRENT SURVEY CONTROL
 CD0876  ___________________________________________________________________
 CD0876* NAD 83(1986)-  31 04 21.     (N)    104 24 17.     (W)     SCALED    
 CD0876* NAVD 88     -      1357.561  (meters)    4453.93   (feet)  ADJUSTED  
 CD0876  ___________________________________________________________________
 CD0876  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 CD0876  DYNAMIC HT  -        1355.434 (meters)    4446.95  (feet)  COMP
 CD0876  MODELED GRAV-     979,025.9   (mgal)                       NAVD 88
 CD0876
 CD0876  VERT ORDER  -  FIRST     CLASS II
 CD0876
 CD0876.The horizontal coordinates were scaled from a topographic map and have
 CD0876.an estimated accuracy of +/- 6 seconds.
 CD0876
 CD0876.The orthometric height was determined by differential leveling
 CD0876.and adjusted by the National Geodetic Survey in June 1991..
 CD0876
 CD0876.The geoid height was determined by GEOID03.
 CD0876
 CD0876.The dynamic height is computed by dividing the NAVD 88
 CD0876.geopotential number by the normal gravity value computed on the
 CD0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0876.degrees latitude (g = 980.6199 gals.).
 CD0876
 CD0876.The modeled gravity was interpolated from observed gravity values.
 CD0876
 CD0876;                    North         East    Units  Estimated Accuracy
 CD0876;SPC TX C     - 3,162,950.      311,590.      MT  (+/- 180 meters Scaled)
 CD0876
 CD0876                          SUPERSEDED SURVEY CONTROL
 CD0876
 CD0876.No superseded survey control is available for this station.
 CD0876
 CD0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ567377(NAD 83)
 CD0876_MARKER: I = METAL ROD
 CD0876_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0876+WITH SETTING: INFORMATION.
 CD0876_SP_SET: SHALLOW SET METAL ROD
 CD0876_STAMPING: V 1395 1981
 CD0876_MARK LOGO: NGS   
 CD0876_PROJECTION: FLUSH
 CD0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0876_ROD/PIPE-DEPTH: 2.7  meters
 CD0876
 CD0876  HISTORY     - Date     Condition        Report By
 CD0876  HISTORY     - 1981     MONUMENTED       NGS
 CD0876  HISTORY     - 1990     GOOD             USPSQD
 CD0876
 CD0876                          STATION DESCRIPTION
 CD0876
 CD0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0876'17.9 KM (11.1 MI) WEST FROM KENT.
 CD0876'17.9 KM (11.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0876'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.6 KM
 CD0876'(0.4 MI) WEST OF MILE POST 166, AND 38.4 METERS (126.0 FT) SOUTH OF
 CD0876'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CD0876'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0876'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 CD0876'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CD0876
 CD0876                          STATION RECOVERY (1990)
 CD0876
 CD0876'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0593 ***********************************************************************
 CC0593  DESIGNATION -  V 1396
 CC0593  PID         -  CC0593
 CC0593  STATE/COUNTY-  TX/REEVES
 CC0593  USGS QUAD   -  TOYAH (1970)
 CC0593
 CC0593                         *CURRENT SURVEY CONTROL
 CC0593  ___________________________________________________________________
 CC0593* NAD 83(1986)-  31 16 33.     (N)    103 50 39.     (W)     SCALED    
 CC0593* NAVD 88     -       923.012  (meters)    3028.25   (feet)  ADJUSTED  
 CC0593  ___________________________________________________________________
 CC0593  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CC0593  DYNAMIC HT  -         921.647 (meters)    3023.77  (feet)  COMP
 CC0593  MODELED GRAV-     979,129.9   (mgal)                       NAVD 88
 CC0593
 CC0593  VERT ORDER  -  FIRST     CLASS II
 CC0593
 CC0593.The horizontal coordinates were scaled from a topographic map and have
 CC0593.an estimated accuracy of +/- 6 seconds.
 CC0593
 CC0593.The orthometric height was determined by differential leveling
 CC0593.and adjusted by the National Geodetic Survey in June 1991..
 CC0593
 CC0593.The geoid height was determined by GEOID03.
 CC0593
 CC0593.The dynamic height is computed by dividing the NAVD 88
 CC0593.geopotential number by the normal gravity value computed on the
 CC0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0593.degrees latitude (g = 980.6199 gals.).
 CC0593
 CC0593.The modeled gravity was interpolated from observed gravity values.
 CC0593
 CC0593;                    North         East    Units  Estimated Accuracy
 CC0593;SPC TX C     - 3,183,660.      365,760.      MT  (+/- 180 meters Scaled)
 CC0593
 CC0593                          SUPERSEDED SURVEY CONTROL
 CC0593
 CC0593.No superseded survey control is available for this station.
 CC0593
 CC0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ100607(NAD 83)
 CC0593_MARKER: I = METAL ROD
 CC0593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0593_SP_SET: STAINLESS STEEL ROD
 CC0593_STAMPING: V 1396 1981
 CC0593_MARK LOGO: NGS   
 CC0593_PROJECTION: FLUSH
 CC0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0593+STABILITY: POSITION/ELEVATION WELL
 CC0593_ROD/PIPE-DEPTH: 4.9  meters
 CC0593
 CC0593  HISTORY     - Date     Condition        Report By
 CC0593  HISTORY     - 1981     MONUMENTED       NGS
 CC0593  HISTORY     - 20001215 POOR             USPSQD
 CC0593
 CC0593                          STATION DESCRIPTION
 CC0593
 CC0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0593'6.5 KM (4.05 MI) SW FROM TOYAH.
 CC0593'6.5 KM (4.05 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0593'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.9 KM (0.55 MI) SOUTHWEST
 CC0593'OF MILE POST 19, 0.7 KM (0.45 MI) NORTHEAST OF MILE POST 18,
 CC0593'9.0 METERS (29.5 FT) SOUTHWEST OF THE CENTER OF A GATE AND TRACK
 CC0593'ROAD LEADING SOUTHEAST, AND 8.0 METERS (26.3 FT) SOUTHEAST OF THE
 CC0593'CENTER OF A FRONTAGE ROAD.  NOTE=ROD WAS DRIVEN TO REFUSAL AT 16.0
 CC0593'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0593'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST AND FENCE
 CC0593'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CC0593
 CC0593                          STATION RECOVERY (2000)
 CC0593
 CC0593'RECOVERY NOTE BY US POWER SQUADRON 2000 (JPM)
 CC0593'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0577 ***********************************************************************
 CC0577  DESIGNATION -  V 1397
 CC0577  PID         -  CC0577
 CC0577  STATE/COUNTY-  TX/REEVES
 CC0577  USGS QUAD   -  PECOS WEST (1981)
 CC0577
 CC0577                         *CURRENT SURVEY CONTROL
 CC0577  ___________________________________________________________________
 CC0577* NAD 83(1986)-  31 23 57.     (N)    103 31 18.     (W)     SCALED    
 CC0577* NAVD 88     -       796.130  (meters)    2611.97   (feet)  ADJUSTED  
 CC0577  ___________________________________________________________________
 CC0577  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CC0577  DYNAMIC HT  -         794.968 (meters)    2608.16  (feet)  COMP
 CC0577  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 CC0577
 CC0577  VERT ORDER  -  FIRST     CLASS II
 CC0577
 CC0577.The horizontal coordinates were scaled from a topographic map and have
 CC0577.an estimated accuracy of +/- 6 seconds.
 CC0577
 CC0577.The orthometric height was determined by differential leveling
 CC0577.and adjusted by the National Geodetic Survey in June 1991..
 CC0577
 CC0577.The geoid height was determined by GEOID03.
 CC0577
 CC0577.The dynamic height is computed by dividing the NAVD 88
 CC0577.geopotential number by the normal gravity value computed on the
 CC0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0577.degrees latitude (g = 980.6199 gals.).
 CC0577
 CC0577.The modeled gravity was interpolated from observed gravity values.
 CC0577
 CC0577;                    North         East    Units  Estimated Accuracy
 CC0577;SPC TX C     - 3,196,400.      396,850.      MT  (+/- 180 meters Scaled)
 CC0577
 CC0577                          SUPERSEDED SURVEY CONTROL
 CC0577
 CC0577.No superseded survey control is available for this station.
 CC0577
 CC0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ405747(NAD 83)
 CC0577_MARKER: DB = BENCH MARK DISK
 CC0577_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0577_SP_SET: BRIDGE PIER
 CC0577_STAMPING: V 1397 1981
 CC0577_MARK LOGO: NGS   
 CC0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0577+STABILITY: POSITION/ELEVATION WELL
 CC0577
 CC0577  HISTORY     - Date     Condition        Report By
 CC0577  HISTORY     - 1981     MONUMENTED       NGS
 CC0577  HISTORY     - 1981     GOOD             NGS
 CC0577  HISTORY     - 20050702 GOOD             USPSQD
 CC0577
 CC0577                          STATION DESCRIPTION
 CC0577
 CC0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0577'IN PECOS.
 CC0577'IN PECOS, AT THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY
 CC0577'17, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY ONE OF
 CC0577'THREE PIERS OF THE EAST BOUND LANES OF THE HIGHWAY OVERPASS, 9.2
 CC0577'METERS (30.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 CC0577'OF STATE HIGHWAY 17.
 CC0577'THE MARK IS 1.3 M ABOVE THE STATE HIGHWAY.
 CC0577
 CC0577                          STATION RECOVERY (1981)
 CC0577
 CC0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0577'ORIGINAL DESCRIPTION ON LINE L24561 PART 2.
 CC0577
 CC0577                          STATION RECOVERY (2005)
 CC0577
 CC0577'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CC0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0358 ***********************************************************************
 BQ0358  DESIGNATION -  V 1398
 BQ0358  PID         -  BQ0358
 BQ0358  STATE/COUNTY-  TX/PRESIDIO
 BQ0358  USGS QUAD   -  ARAGON (1983)
 BQ0358
 BQ0358                         *CURRENT SURVEY CONTROL
 BQ0358  ___________________________________________________________________
 BQ0358* NAD 83(1986)-  30 20 43.     (N)    104 09 08.     (W)     SCALED    
 BQ0358* NAVD 88     -      1492.832  (meters)    4897.73   (feet)  ADJUSTED  
 BQ0358  ___________________________________________________________________
 BQ0358  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BQ0358  DYNAMIC HT  -        1490.327 (meters)    4889.51  (feet)  COMP
 BQ0358  MODELED GRAV-     978,911.0   (mgal)                       NAVD 88
 BQ0358
 BQ0358  VERT ORDER  -  FIRST     CLASS II
 BQ0358
 BQ0358.The horizontal coordinates were scaled from a topographic map and have
 BQ0358.an estimated accuracy of +/- 6 seconds.
 BQ0358
 BQ0358.The orthometric height was determined by differential leveling
 BQ0358.and adjusted by the National Geodetic Survey in June 1991..
 BQ0358
 BQ0358.The geoid height was determined by GEOID03.
 BQ0358
 BQ0358.The dynamic height is computed by dividing the NAVD 88
 BQ0358.geopotential number by the normal gravity value computed on the
 BQ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0358.degrees latitude (g = 980.6199 gals.).
 BQ0358
 BQ0358.The modeled gravity was interpolated from observed gravity values.
 BQ0358
 BQ0358;                    North         East    Units  Estimated Accuracy
 BQ0358;SPC TXSC     - 4,289,310.      104,760.      MT  (+/- 180 meters Scaled)
 BQ0358
 BQ0358                          SUPERSEDED SURVEY CONTROL
 BQ0358
 BQ0358.No superseded survey control is available for this station.
 BQ0358
 BQ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP814573(NAD 83)
 BQ0358_MARKER: I = METAL ROD
 BQ0358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0358_SP_SET: STAINLESS STEEL ROD
 BQ0358_STAMPING: V 1398 1981
 BQ0358_MARK LOGO: NGS   
 BQ0358_PROJECTION: FLUSH
 BQ0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0358+STABILITY: POSITION/ELEVATION WELL
 BQ0358_ROD/PIPE-DEPTH: 4.9  meters
 BQ0358
 BQ0358  HISTORY     - Date     Condition        Report By
 BQ0358  HISTORY     - 1981     MONUMENTED       NGS
 BQ0358  HISTORY     - 1989     GOOD             USPSQD
 BQ0358  HISTORY     - 19961009 GOOD             USPSQD
 BQ0358
 BQ0358                          STATION DESCRIPTION
 BQ0358
 BQ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0358'13.8 KM (8.55 MI) NW FROM MARFA.
 BQ0358'13.8 KM (8.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0358'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 17.8 METERS (58.5
 BQ0358'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 13.4 METERS (44.1
 BQ0358'FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTHWEST TO
 BQ0358'THE ROLSTON RANCHES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BQ0358'5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 16.0 FT.
 BQ0358'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0358'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BQ0358
 BQ0358                          STATION RECOVERY (1989)
 BQ0358
 BQ0358'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0358'RECOVERED IN GOOD CONDITION.
 BQ0358
 BQ0358                          STATION RECOVERY (1996)
 BQ0358
 BQ0358'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0392 ***********************************************************************
 BQ0392  DESIGNATION -  V 1399
 BQ0392  PID         -  BQ0392
 BQ0392  STATE/COUNTY-  TX/PRESIDIO
 BQ0392  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0392
 BQ0392                         *CURRENT SURVEY CONTROL
 BQ0392  ___________________________________________________________________
 BQ0392* NAD 83(1986)-  30 02 20.     (N)    104 11 37.     (W)     SCALED    
 BQ0392* NAVD 88     -      1648.034  (meters)    5406.92   (feet)  ADJUSTED  
 BQ0392  ___________________________________________________________________
 BQ0392  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 BQ0392  DYNAMIC HT  -        1645.185 (meters)    5397.58  (feet)  COMP
 BQ0392  MODELED GRAV-     978,855.0   (mgal)                       NAVD 88
 BQ0392
 BQ0392  VERT ORDER  -  FIRST     CLASS II
 BQ0392
 BQ0392.The horizontal coordinates were scaled from a topographic map and have
 BQ0392.an estimated accuracy of +/- 6 seconds.
 BQ0392
 BQ0392.The orthometric height was determined by differential leveling
 BQ0392.and adjusted by the National Geodetic Survey in June 1991..
 BQ0392
 BQ0392.The geoid height was determined by GEOID03.
 BQ0392
 BQ0392.The dynamic height is computed by dividing the NAVD 88
 BQ0392.geopotential number by the normal gravity value computed on the
 BQ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0392.degrees latitude (g = 980.6199 gals.).
 BQ0392
 BQ0392.The modeled gravity was interpolated from observed gravity values.
 BQ0392
 BQ0392;                    North         East    Units  Estimated Accuracy
 BQ0392;SPC TXSC     - 4,255,560.       99,280.      MT  (+/- 180 meters Scaled)
 BQ0392
 BQ0392                          SUPERSEDED SURVEY CONTROL
 BQ0392
 BQ0392.No superseded survey control is available for this station.
 BQ0392
 BQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP777233(NAD 83)
 BQ0392_MARKER: I = METAL ROD
 BQ0392_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0392+WITH SETTING: INFORMATION.
 BQ0392_SP_SET: SHALLOW SET METAL ROD
 BQ0392_STAMPING: V 1399 1981
 BQ0392_MARK LOGO: NGS   
 BQ0392_PROJECTION: FLUSH
 BQ0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0392_ROD/PIPE-DEPTH: 1.2  meters
 BQ0392
 BQ0392  HISTORY     - Date     Condition        Report By
 BQ0392  HISTORY     - 1981     MONUMENTED       NGS
 BQ0392  HISTORY     - 19961010 GOOD             USPSQD
 BQ0392
 BQ0392                          STATION DESCRIPTION
 BQ0392
 BQ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0392'28.1 KM (17.45 MI) NE FROM SHAFTER.
 BQ0392'28.1 KM (17.45 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BQ0392'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 20.4 METERS (67.0 FT)
 BQ0392'NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTHEAST TO THE
 BQ0392'BILLY R. SHURLEY RANCH, 15.1 METERS (49.5 FT) SOUTHEAST OF THE
 BQ0392'CENTERLINE OF THE HIGHWAY, 9.6 METERS (31.5 FT) SOUTH-SOUTHEAST OF
 BQ0392'THE SOUTHEAST POST OF A SIGN (YIELD TO TRAFFIC IN CENTER LANE),
 BQ0392'AND 4.0 METERS (13.0 FT) NORTHEAST OF A FENCE CORNER.  NOTE=ACCESS
 BQ0392'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS
 BQ0392'REACHED AT 4.0 FT.
 BQ0392'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 BQ0392'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0392
 BQ0392                          STATION RECOVERY (1996)
 BQ0392
 BQ0392'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0268 ***********************************************************************
 EN0268  DESIGNATION -  V 140
 EN0268  PID         -  EN0268
 EN0268  STATE/COUNTY-  TX/FLOYD
 EN0268  USGS QUAD   -  QUITAQUE (1967)
 EN0268
 EN0268                         *CURRENT SURVEY CONTROL
 EN0268  ___________________________________________________________________
 EN0268* NAD 83(1986)-  34 16 13.     (N)    101 06 44.     (W)     SCALED    
 EN0268* NAVD 88     -       792.494  (meters)    2600.04   (feet)  ADJUSTED  
 EN0268  ___________________________________________________________________
 EN0268  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EN0268  DYNAMIC HT  -         791.512 (meters)    2596.82  (feet)  COMP
 EN0268  MODELED GRAV-     979,371.4   (mgal)                       NAVD 88
 EN0268
 EN0268  VERT ORDER  -  FIRST     CLASS II
 EN0268
 EN0268.The horizontal coordinates were scaled from a topographic map and have
 EN0268.an estimated accuracy of +/- 6 seconds.
 EN0268
 EN0268.The orthometric height was determined by differential leveling
 EN0268.and adjusted by the National Geodetic Survey in June 1991..
 EN0268
 EN0268.The geoid height was determined by GEOID03.
 EN0268
 EN0268.The dynamic height is computed by dividing the NAVD 88
 EN0268.geopotential number by the normal gravity value computed on the
 EN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0268.degrees latitude (g = 980.6199 gals.).
 EN0268
 EN0268.The modeled gravity was interpolated from observed gravity values.
 EN0268
 EN0268;                    North         East    Units  Estimated Accuracy
 EN0268;SPC TXNC     - 2,291,730.      359,440.      MT  (+/- 180 meters Scaled)
 EN0268
 EN0268                          SUPERSEDED SURVEY CONTROL
 EN0268
 EN0268  NGVD 29 (??/??/92)  792.155  (m)         2598.93   (f) ADJ UNCH    1 2
 EN0268
 EN0268.Superseded values are not recommended for survey control.
 EN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0268.See file dsdata.txt to determine how the superseded data were derived.
 EN0268
 EN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC055941(NAD 83)
 EN0268_MARKER: DB = BENCH MARK DISK
 EN0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0268_STAMPING: 2598.929 V 140 1933
 EN0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0268+STABILITY: SURFACE MOTION
 EN0268
 EN0268  HISTORY     - Date     Condition        Report By
 EN0268  HISTORY     - 1933     MONUMENTED       CGS
 EN0268  HISTORY     - 1958     GOOD             NGS
 EN0268
 EN0268                          STATION DESCRIPTION
 EN0268
 EN0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0268'7.1 MI SW FROM QUITAQUE.
 EN0268'7.1 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0268'THE STATION AT QUITAQUE, BRISCOE COUNTY, ABOUT 1.2 MILES SOUTHWEST OF
 EN0268'THE SIGNBOARD AT EDGIN, AT STATION 2601+70 (MILEAGE 286.32), ABOUT
 EN0268'6-3/4 RAILS NORTH OF WOODEN TRESTLE P 286.38, ABOUT 1-1/2 RAILS NORTH
 EN0268'OF A PRIVATE-ROAD CROSSING, 43 FEET EAST OF THE TRACK, AND 28 FEET
 EN0268'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2598.929 V
 EN0268'140 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 EN0268'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0236 ***********************************************************************
 BB0236  DESIGNATION -  V 1400
 BB0236  PID         -  BB0236
 BB0236  STATE/COUNTY-  TX/PRESIDIO
 BB0236  USGS QUAD   -  SHAFTER (1983)
 BB0236
 BB0236                         *CURRENT SURVEY CONTROL
 BB0236  ___________________________________________________________________
 BB0236* NAD 83(1986)-  29 48 43.     (N)    104 18 38.     (W)     SCALED    
 BB0236* NAVD 88     -      1176.645  (meters)    3860.38   (feet)  ADJUSTED  
 BB0236  ___________________________________________________________________
 BB0236  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 BB0236  DYNAMIC HT  -        1174.711 (meters)    3854.03  (feet)  COMP
 BB0236  MODELED GRAV-     978,957.8   (mgal)                       NAVD 88
 BB0236
 BB0236  VERT ORDER  -  FIRST     CLASS II
 BB0236
 BB0236.The horizontal coordinates were scaled from a topographic map and have
 BB0236.an estimated accuracy of +/- 6 seconds.
 BB0236
 BB0236.The orthometric height was determined by differential leveling
 BB0236.and adjusted by the National Geodetic Survey in June 1991..
 BB0236
 BB0236.The geoid height was determined by GEOID03.
 BB0236
 BB0236.The dynamic height is computed by dividing the NAVD 88
 BB0236.geopotential number by the normal gravity value computed on the
 BB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0236.degrees latitude (g = 980.6199 gals.).
 BB0236
 BB0236.The modeled gravity was interpolated from observed gravity values.
 BB0236
 BB0236;                    North         East    Units  Estimated Accuracy
 BB0236;SPC TXSC     - 4,230,940.       86,870.      MT  (+/- 180 meters Scaled)
 BB0236
 BB0236                          SUPERSEDED SURVEY CONTROL
 BB0236
 BB0236.No superseded survey control is available for this station.
 BB0236
 BB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN666981(NAD 83)
 BB0236_MARKER: DB = BENCH MARK DISK
 BB0236_SETTING: 66 = SET IN ROCK OUTCROP
 BB0236_SP_SET: ROCK OUTCROP
 BB0236_STAMPING: V 1400 1981
 BB0236_MARK LOGO: NGS   
 BB0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0236+STABILITY: POSITION/ELEVATION WELL
 BB0236
 BB0236  HISTORY     - Date     Condition        Report By
 BB0236  HISTORY     - 1981     MONUMENTED       NGS
 BB0236  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0236
 BB0236                          STATION DESCRIPTION
 BB0236
 BB0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0236'1.1 KM (0.65 MI) SW FROM SHAFTER.
 BB0236'1.1 KM (0.65 MI) SOUTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0236'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, IN TOP OF THE WEST
 BB0236'END OF A 4X12 FOOT EXPOSED AREA OF ROCK OUTCROPPING IN THE CENTER OF
 BB0236'A SMALL RIDGE AND PROJECTS 0.3 METER (1.0 FT) ABOVE THE GROUND,
 BB0236'27.9 METERS (91.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 BB0236'HIGHWAY, AND 23.0 METERS (75.5 FT) EAST OF THE NORTH POST OF A CABLE
 BB0236'GUARD RAIL.
 BB0236'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BB0236'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 BB0236
 BB0236                          STATION RECOVERY (1996)
 BB0236
 BB0236'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0703 ***********************************************************************
 BP0703  DESIGNATION -  V 1401
 BP0703  PID         -  BP0703
 BP0703  STATE/COUNTY-  TX/BREWSTER
 BP0703  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0703
 BP0703                         *CURRENT SURVEY CONTROL
 BP0703  ___________________________________________________________________
 BP0703* NAD 83(1986)-  30 19 28.     (N)    103 44 24.     (W)     SCALED    
 BP0703* NAVD 88     -      1479.761  (meters)    4854.85   (feet)  ADJUSTED  
 BP0703  ___________________________________________________________________
 BP0703  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 BP0703  DYNAMIC HT  -        1477.328 (meters)    4846.87  (feet)  COMP
 BP0703  MODELED GRAV-     978,944.9   (mgal)                       NAVD 88
 BP0703
 BP0703  VERT ORDER  -  FIRST     CLASS II
 BP0703
 BP0703.The horizontal coordinates were scaled from a topographic map and have
 BP0703.an estimated accuracy of +/- 6 seconds.
 BP0703
 BP0703.The orthometric height was determined by differential leveling
 BP0703.and adjusted by the National Geodetic Survey in June 1991..
 BP0703
 BP0703.The geoid height was determined by GEOID03.
 BP0703
 BP0703.The dynamic height is computed by dividing the NAVD 88
 BP0703.geopotential number by the normal gravity value computed on the
 BP0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0703.degrees latitude (g = 980.6199 gals.).
 BP0703
 BP0703.The modeled gravity was interpolated from observed gravity values.
 BP0703
 BP0703;                    North         East    Units  Estimated Accuracy
 BP0703;SPC TXSC     - 4,285,330.      144,270.      MT  (+/- 180 meters Scaled)
 BP0703
 BP0703                          SUPERSEDED SURVEY CONTROL
 BP0703
 BP0703.No superseded survey control is available for this station.
 BP0703
 BP0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP211554(NAD 83)
 BP0703_MARKER: I = METAL ROD
 BP0703_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0703_SP_SET: STAINLESS STEEL ROD
 BP0703_STAMPING: V 1401 1981
 BP0703_MARK LOGO: NGS   
 BP0703_PROJECTION: FLUSH
 BP0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0703_ROD/PIPE-DEPTH: 4.9  meters
 BP0703
 BP0703  HISTORY     - Date     Condition        Report By
 BP0703  HISTORY     - 1981     MONUMENTED       NGS
 BP0703
 BP0703                          STATION DESCRIPTION
 BP0703
 BP0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0703'8.9 KM (5.55 MI) SW FROM ALPINE.
 BP0703'2.9 KM (1.8 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0703'RAILROAD STATION IN ALPINE, THENCE 6.0 KM (3.75 MI) WESTERLY ALONG
 BP0703'U.S. HIGHWAYS 67 AND 90, 0.2 KM (0.1 MI) NORTHEAST OF THE NORTHEAST
 BP0703'END OF A REST AREA, AT A GRAVELED ROAD LEADING SOUTH TO THE STATE GAME
 BP0703'PRESERVE, 28.3 METERS (92.9 FT) EAST-NORTHEAST OF THE CENTER OF THE
 BP0703'ROAD, 20.4 METERS (66.9 FT) NORTHEAST OF A FENCE CORNER AND 18.3
 BP0703'METERS (60.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 BP0703'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0703'THE MARK IS 0.3 METERS  NW FROM  A FENCE AND WITNESS POST
 BP0703'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0727 ***********************************************************************
 BP0727  DESIGNATION -  V 1402
 BP0727  PID         -  BP0727
 BP0727  STATE/COUNTY-  TX/BREWSTER
 BP0727  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0727
 BP0727                         *CURRENT SURVEY CONTROL
 BP0727  ___________________________________________________________________
 BP0727* NAD 83(1986)-  30 12 59.     (N)    103 18 15.     (W)     SCALED    
 BP0727* NAVD 88     -      1259.591  (meters)    4132.51   (feet)  ADJUSTED  
 BP0727  ___________________________________________________________________
 BP0727  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 BP0727  DYNAMIC HT  -        1257.531 (meters)    4125.75  (feet)  COMP
 BP0727  MODELED GRAV-     978,963.3   (mgal)                       NAVD 88
 BP0727
 BP0727  VERT ORDER  -  FIRST     CLASS II
 BP0727
 BP0727.The horizontal coordinates were scaled from a topographic map and have
 BP0727.an estimated accuracy of +/- 6 seconds.
 BP0727
 BP0727.The orthometric height was determined by differential leveling
 BP0727.and adjusted by the National Geodetic Survey in June 1991..
 BP0727
 BP0727.The geoid height was determined by GEOID03.
 BP0727
 BP0727.The dynamic height is computed by dividing the NAVD 88
 BP0727.geopotential number by the normal gravity value computed on the
 BP0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0727.degrees latitude (g = 980.6199 gals.).
 BP0727
 BP0727.The modeled gravity was interpolated from observed gravity values.
 BP0727
 BP0727;                    North         East    Units  Estimated Accuracy
 BP0727;SPC TXSC     - 4,271,740.      185,710.      MT  (+/- 180 meters Scaled)
 BP0727
 BP0727                          SUPERSEDED SURVEY CONTROL
 BP0727
 BP0727.No superseded survey control is available for this station.
 BP0727
 BP0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP632439(NAD 83)
 BP0727_MARKER: I = METAL ROD
 BP0727_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0727+WITH SETTING: INFORMATION.
 BP0727_SP_SET: SHALLOW SET METAL ROD
 BP0727_STAMPING: V 1402 1981
 BP0727_MARK LOGO: NGS   
 BP0727_PROJECTION: FLUSH
 BP0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0727_ROD/PIPE-DEPTH: 1.2  meters
 BP0727
 BP0727  HISTORY     - Date     Condition        Report By
 BP0727  HISTORY     - 1981     MONUMENTED       NGS
 BP0727  HISTORY     - 20030214 GOOD             USPSQD
 BP0727
 BP0727                          STATION DESCRIPTION
 BP0727
 BP0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0727'5.9 KM (3.65 MI) NW FROM MARATHON.
 BP0727'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0727'IN MARATHON, AT A FIELD ENTRANCE AND 18.3 METERS (60.0 FT) SOUTHWEST
 BP0727'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 BP0727'THROUGH A 5-INCH LOGO CAP.
 BP0727'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0727'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BP0727
 BP0727                          STATION RECOVERY (2003)
 BP0727
 BP0727'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BP0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0751 ***********************************************************************
 BP0751  DESIGNATION -  V 1403
 BP0751  PID         -  BP0751
 BP0751  STATE/COUNTY-  TX/BREWSTER
 BP0751  USGS QUAD   -  TESNUS NE (1968)
 BP0751
 BP0751                         *CURRENT SURVEY CONTROL
 BP0751  ___________________________________________________________________
 BP0751* NAD 83(1986)-  30 11 12.     (N)    102 50 52.     (W)     SCALED    
 BP0751* NAVD 88     -      1238.529  (meters)    4063.41   (feet)  ADJUSTED  
 BP0751  ___________________________________________________________________
 BP0751  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BP0751  DYNAMIC HT  -        1236.510 (meters)    4056.78  (feet)  COMP
 BP0751  MODELED GRAV-     978,969.3   (mgal)                       NAVD 88
 BP0751
 BP0751  VERT ORDER  -  FIRST     CLASS II
 BP0751
 BP0751.The horizontal coordinates were scaled from a topographic map and have
 BP0751.an estimated accuracy of +/- 6 seconds.
 BP0751
 BP0751.The orthometric height was determined by differential leveling
 BP0751.and adjusted by the National Geodetic Survey in June 1991..
 BP0751
 BP0751.The geoid height was determined by GEOID03.
 BP0751
 BP0751.The dynamic height is computed by dividing the NAVD 88
 BP0751.geopotential number by the normal gravity value computed on the
 BP0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0751.degrees latitude (g = 980.6199 gals.).
 BP0751
 BP0751.The modeled gravity was interpolated from observed gravity values.
 BP0751
 BP0751;                    North         East    Units  Estimated Accuracy
 BP0751;SPC TXSC     - 4,266,920.      229,520.      MT  (+/- 180 meters Scaled)
 BP0751
 BP0751                          SUPERSEDED SURVEY CONTROL
 BP0751
 BP0751.No superseded survey control is available for this station.
 BP0751
 BP0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP072414(NAD 83)
 BP0751_MARKER: I = METAL ROD
 BP0751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0751_SP_SET: STAINLESS STEEL ROD
 BP0751_STAMPING: V 1403 1981
 BP0751_MARK LOGO: NGS   
 BP0751_PROJECTION: FLUSH
 BP0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0751_ROD/PIPE-DEPTH: 7.3  meters
 BP0751
 BP0751  HISTORY     - Date     Condition        Report By
 BP0751  HISTORY     - 1981     MONUMENTED       NGS
 BP0751  HISTORY     - 20010331 GOOD             NGS
 BP0751
 BP0751                          STATION DESCRIPTION
 BP0751
 BP0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0751'39.6 KM (24.6 MI) EAST FROM MARATHON.
 BP0751'39.6 KM (24.6 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0751'IN MARATHON, 36.3 METERS (119.1 FT) EAST OF THE NORTHEAST CORNER OF A
 BP0751'CONCRETE BOX CULVERT, 32.9 METERS (107.9 FT) NORTH-NORTHEAST OF THE
 BP0751'CENTERLINE OF THE HIGHWAY, 5.8 METERS (19.0 FT) WEST-NORTHWEST OF THE
 BP0751'CENTER OF A FIELD ENTRANCE AND 4.5 METERS (14.8 FT) EAST-SOUTHEAST OF
 BP0751'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BP0751'LOGO CAP.
 BP0751'THE MARK IS 0.3 METERS  SSW FROM  A FENCE AND WITNESS POST
 BP0751'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0751
 BP0751                          STATION RECOVERY (2001)
 BP0751
 BP0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0751'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1335 ***********************************************************************
 AE1335  DESIGNATION -  V 1404
 AE1335  PID         -  AE1335
 AE1335  STATE/COUNTY-  TX/ZAPATA
 AE1335  USGS QUAD   -  ZAPATA (1979)
 AE1335
 AE1335                         *CURRENT SURVEY CONTROL
 AE1335  ___________________________________________________________________
 AE1335* NAD 83(1986)-  26 57 45.     (N)    099 20 59.     (W)     SCALED    
 AE1335* NAVD 88     -       123.520  (meters)     405.25   (feet)  ADJUSTED  
 AE1335  ___________________________________________________________________
 AE1335  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AE1335  DYNAMIC HT  -         123.322 (meters)     404.60  (feet)  COMP
 AE1335  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 AE1335
 AE1335  VERT ORDER  -  FIRST     CLASS II
 AE1335
 AE1335.The horizontal coordinates were scaled from a topographic map and have
 AE1335.an estimated accuracy of +/- 6 seconds.
 AE1335
 AE1335.The orthometric height was determined by differential leveling
 AE1335.and adjusted by the National Geodetic Survey in June 1991..
 AE1335
 AE1335.The geoid height was determined by GEOID03.
 AE1335
 AE1335.The dynamic height is computed by dividing the NAVD 88
 AE1335.geopotential number by the normal gravity value computed on the
 AE1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1335.degrees latitude (g = 980.6199 gals.).
 AE1335
 AE1335.The modeled gravity was interpolated from observed gravity values.
 AE1335
 AE1335;                    North         East    Units  Estimated Accuracy
 AE1335;SPC TX S     - 5,143,850.      215,640.      MT  (+/- 180 meters Scaled)
 AE1335
 AE1335                          SUPERSEDED SURVEY CONTROL
 AE1335
 AE1335.No superseded survey control is available for this station.
 AE1335
 AE1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ652823(NAD 83)
 AE1335_MARKER: I = METAL ROD
 AE1335_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1335+WITH SETTING: INFORMATION.
 AE1335_SP_SET: SHALLOW SET METAL ROD
 AE1335_STAMPING: V 1404 1981
 AE1335_MARK LOGO: NGS   
 AE1335_PROJECTION: FLUSH
 AE1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1335_ROD/PIPE-DEPTH: 0.61 meters
 AE1335
 AE1335  HISTORY     - Date     Condition        Report By
 AE1335  HISTORY     - 1981     MONUMENTED       NGS
 AE1335
 AE1335                          STATION DESCRIPTION
 AE1335
 AE1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1335'10.6 KM (6.6 MI) NW FROM ZAPATA.
 AE1335'10.6 KM (6.6 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1335'STATE ROUTE 16 IN ZAPATA, AT THE HIGHPOINT OF A HILL AND AT A DIRT
 AE1335'FIELD ROAD LEADING WEST, ABOUT 1.9 KM (1.15 MI) NORTHWEST OF A REST
 AE1335'AREA AND TRIANGULATION STATION UREBENO, 24.4 METERS (80.0 FT) SOUTH
 AE1335'WEST OF THE CENTERLINE OF HIGHWAY, 5.6 METERS (18.4 FT) SOUTHEAST OF
 AE1335'CENTERLINE OF A DIRT ROAD, 5.6 METERS (18.4 FT) SOUTHEAST OF THE
 AE1335'CENTER OF AN IRON GATE, 21.6 METERS (71.0 FT) NORTHWEST OF A POWERLINE
 AE1335'POLE, AND 0.30 METERS (1.0 FT) NORTHEAST OF A FENCE LINE.
 AE1335'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AE1335'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1325 ***********************************************************************
 AE1325  DESIGNATION -  V 1405
 AE1325  PID         -  AE1325
 AE1325  STATE/COUNTY-  TX/ZAPATA
 AE1325  USGS QUAD   -  ZAPATA SE (1979)
 AE1325
 AE1325                         *CURRENT SURVEY CONTROL
 AE1325  ___________________________________________________________________
 AE1325* NAD 83(1986)-  26 52 16.     (N)    099 15 20.     (W)     SCALED    
 AE1325* NAVD 88     -       113.565  (meters)     372.59   (feet)  ADJUSTED  
 AE1325  ___________________________________________________________________
 AE1325  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AE1325  DYNAMIC HT  -         113.382 (meters)     371.99  (feet)  COMP
 AE1325  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 AE1325
 AE1325  VERT ORDER  -  FIRST     CLASS II
 AE1325
 AE1325.The horizontal coordinates were scaled from a topographic map and have
 AE1325.an estimated accuracy of +/- 6 seconds.
 AE1325
 AE1325.The orthometric height was determined by differential leveling
 AE1325.and adjusted by the National Geodetic Survey in June 1991..
 AE1325
 AE1325.The geoid height was determined by GEOID03.
 AE1325
 AE1325.The dynamic height is computed by dividing the NAVD 88
 AE1325.geopotential number by the normal gravity value computed on the
 AE1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1325.degrees latitude (g = 980.6199 gals.).
 AE1325
 AE1325.The modeled gravity was interpolated from observed gravity values.
 AE1325
 AE1325;                    North         East    Units  Estimated Accuracy
 AE1325;SPC TX S     - 5,133,670.      224,930.      MT  (+/- 180 meters Scaled)
 AE1325
 AE1325                          SUPERSEDED SURVEY CONTROL
 AE1325
 AE1325.No superseded survey control is available for this station.
 AE1325
 AE1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ746721(NAD 83)
 AE1325_MARKER: I = METAL ROD
 AE1325_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1325+WITH SETTING: INFORMATION.
 AE1325_SP_SET: SHALLOW SET METAL ROD
 AE1325_STAMPING: V 1405 1981
 AE1325_MARK LOGO: NGS   
 AE1325_PROJECTION: FLUSH
 AE1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1325_ROD/PIPE-DEPTH: 1.83 meters
 AE1325
 AE1325  HISTORY     - Date     Condition        Report By
 AE1325  HISTORY     - 1981     MONUMENTED       NGS
 AE1325
 AE1325                          STATION DESCRIPTION
 AE1325
 AE1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1325'4.5 KM (2.8 MI) SE FROM ZAPATA.
 AE1325'4.5 KM (2.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1325'STATE HIGHWAY 16 LEADING EAST, ON THE PROPERTY OF A TRAILER SUPPLY,
 AE1325'21.2 METERS (69.5 FT) EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AE1325'60.0  METERS (197.0 FT) SOUTH SOUTHEAST OF THE CENTER OF SENISA DRIVE,
 AE1325'44.2 METERS (145.0 FT) NORTH NORTHWEST OF THE CENTER OF A PRIVATE
 AE1325'DRIVE, 15.8 METERS (52.0 FT) NORTH NORTHWEST OF AN UNDERGROUND
 AE1325'TELEPHONE CABLE JUNCTION BOX, 5.8 METERS (19.0 FT) NORTH NORTHWEST OF
 AE1325'A 1.5 METER HIGH POLE, 3.6 METERS (11.9 FT) EAST NORTHEAST OF THE
 AE1325'CENTER OF NORTH SOUTH TRACK ROAD, AND 0.76 METERS (2.5 FT) SOUTH
 AE1325'SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER.  NOTE, ROD DRIVEN
 AE1325'TO REFUSAL.
 AE1325'THE MARK IS 0.31 METERS  NNW FROM A WITNESS POST.
 AE1325'THE MARK IS 0.31 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1236 ***********************************************************************
 AB1236  DESIGNATION -  V 1406
 AB1236  PID         -  AB1236
 AB1236  STATE/COUNTY-  TX/CAMERON
 AB1236  USGS QUAD   -  PORT ISABEL (1983)
 AB1236
 AB1236                         *CURRENT SURVEY CONTROL
 AB1236  ___________________________________________________________________
 AB1236* NAD 83(1986)-  26 04 29.     (N)    097 10 44.     (W)     SCALED    
 AB1236* NAVD 88     -         6.661  (meters)      21.85   (feet)  ADJUSTED  
 AB1236  ___________________________________________________________________
 AB1236  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB1236  DYNAMIC HT  -           6.650 (meters)      21.82  (feet)  COMP
 AB1236  MODELED GRAV-     979,068.6   (mgal)                       NAVD 88
 AB1236
 AB1236  VERT ORDER  -  FIRST     CLASS II
 AB1236
 AB1236.The horizontal coordinates were scaled from a topographic map and have
 AB1236.an estimated accuracy of +/- 6 seconds.
 AB1236
 AB1236.The orthometric height was determined by differential leveling
 AB1236.and adjusted by the National Geodetic Survey in June 1991..
 AB1236
 AB1236.The geoid height was determined by GEOID03.
 AB1236
 AB1236.The dynamic height is computed by dividing the NAVD 88
 AB1236.geopotential number by the normal gravity value computed on the
 AB1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1236.degrees latitude (g = 980.6199 gals.).
 AB1236
 AB1236.The modeled gravity was interpolated from observed gravity values.
 AB1236
 AB1236;                    North         East    Units  Estimated Accuracy
 AB1236;SPC TX S     - 5,045,900.      432,180.      MT  (+/- 180 meters Scaled)
 AB1236
 AB1236                          SUPERSEDED SURVEY CONTROL
 AB1236
 AB1236.No superseded survey control is available for this station.
 AB1236
 AB1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP821852(NAD 83)
 AB1236_MARKER: DB = BENCH MARK DISK
 AB1236_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB1236_SP_SET: LARGE BRIDGE
 AB1236_STAMPING: V 1406 1982
 AB1236_MARK LOGO: NGS   
 AB1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1236
 AB1236  HISTORY     - Date     Condition        Report By
 AB1236  HISTORY     - 1982     MONUMENTED       NGS
 AB1236  HISTORY     - 19910411 GOOD             USPSQD
 AB1236
 AB1236                          STATION DESCRIPTION
 AB1236
 AB1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1236'2.2 KM (1.4 MI) SW FROM SOUTH PADRE ISLAND.
 AB1236'0.6 KM (0.4 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH FROM THE
 AB1236'JUNCTION OF STATE PARK ROAD 100 NORTH AND 100 WEST ON SOUTH PADRE
 AB1236'ISLAND, THENCE 0.5 KM (0.35 MI) WEST ALONG OLD STATE HIGHWAY 100 TO
 AB1236'THE EAST END OF THE OLD QUEEN ISABEL CAUSEWAY BRIDGE, THENCE 1 KM
 AB1236'(0.65 MI) WEST ALONG THE OLD BRIDGE TO A POINT WHERE THEY HAVE A CHAIN
 AB1236'LINK FENCE ACROSS THE BRIDGE AND WHERE THEY TOOK OUT A 15.2 METERS
 AB1236'(50.0 FT) SPAND OF THE BRIDGE FOR BOAT TRAVEL, A STANDARD DISK SET IN
 AB1236'TOP OF THE SOUTH CURB OF THE BRIDGE BY A WATER LINE AND ON TOP OF THE
 AB1236'THIRD LARGE PILLAR EAST OF THE FENCE, 27.1 METERS (89.0 FT) EAST NORTH
 AB1236'EAST OF THE WEST END OF THE BRIDGE ON THE EAST SIDE OF THE CUT IN THE
 AB1236'BRIDGE, 4.2 METERS (14.0 FT) SOUTH OF THE CENTERLINE OF THE BRIDGE,
 AB1236'AND 0.3 METERS (1.0 FT) NORTH OF THE CENTER OF THE WATER LINE.
 AB1236'THE MARK IS 0.24 M ABOVE ROAD.
 AB1236
 AB1236                          STATION RECOVERY (1991)
 AB1236
 AB1236'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1277 ***********************************************************************
 AB1277  DESIGNATION -  V 1407
 AB1277  PID         -  AB1277
 AB1277  STATE/COUNTY-  TX/KENEDY
 AB1277  USGS QUAD   -  YTURRIA (1982)
 AB1277
 AB1277                         *CURRENT SURVEY CONTROL
 AB1277  ___________________________________________________________________
 AB1277* NAD 83(1986)-  26 37 10.     (N)    097 46 04.     (W)     SCALED    
 AB1277* NAVD 88     -         8.489  (meters)      27.85   (feet)  ADJUSTED  
 AB1277  ___________________________________________________________________
 AB1277  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AB1277  DYNAMIC HT  -           8.476 (meters)      27.81  (feet)  COMP
 AB1277  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 AB1277
 AB1277  VERT ORDER  -  FIRST     CLASS II
 AB1277
 AB1277.The horizontal coordinates were scaled from a topographic map and have
 AB1277.an estimated accuracy of +/- 6 seconds.
 AB1277
 AB1277.The orthometric height was determined by differential leveling
 AB1277.and adjusted by the National Geodetic Survey in June 1991..
 AB1277
 AB1277.The geoid height was determined by GEOID03.
 AB1277
 AB1277.The dynamic height is computed by dividing the NAVD 88
 AB1277.geopotential number by the normal gravity value computed on the
 AB1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1277.degrees latitude (g = 980.6199 gals.).
 AB1277
 AB1277.The modeled gravity was interpolated from observed gravity values.
 AB1277
 AB1277;                    North         East    Units  Estimated Accuracy
 AB1277;SPC TX S     - 5,105,770.      372,910.      MT  (+/- 180 meters Scaled)
 AB1277
 AB1277                          SUPERSEDED SURVEY CONTROL
 AB1277
 AB1277.No superseded survey control is available for this station.
 AB1277
 AB1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ226448(NAD 83)
 AB1277_MARKER: I = METAL ROD
 AB1277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1277_SP_SET: STAINLESS STEEL ROD
 AB1277_STAMPING: V 1407 1981
 AB1277_MARK LOGO: NGS   
 AB1277_PROJECTION: FLUSH
 AB1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1277_ROD/PIPE-DEPTH: 8.5  meters
 AB1277
 AB1277  HISTORY     - Date     Condition        Report By
 AB1277  HISTORY     - 1981     MONUMENTED       NGS
 AB1277
 AB1277                          STATION DESCRIPTION
 AB1277
 AB1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1277'15.6 KM (9.75 MI) NORTH FROM RAYMONDVILLE.
 AB1277'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1277'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 10.5 KM (6.55 MI) NORTH
 AB1277'ALONG U.S. HIGHWAY 77, AT A POINT ABOUT 51.8 METERS (170.0 FT) SOUTH
 AB1277'OF THE MISSOURI PACIFIC RAILROAD MILEPOST 56, AND IS SET BY A
 AB1277'TELEPHONE UNDERGROUND CABLE WARNING SIGN AND POLE NUMBER 350 BETWEEN
 AB1277'U.S. HIGHWAY 77 AND THE TRACKS, 17.9 METERS (59.0 FT) WEST OF THE
 AB1277'CENTERLINE OF THE HIGHWAY, 14.9 METERS (49.0 FT) EAST OF THE EAST RAIL
 AB1277'OF THE TRACKS, 0.9 METER (3.0 FT) NORTH OF TELEPHONE POLE NUMBER 350,
 AB1277'53.3 METERS (175.0 FT) SOUTHSOUTHEAST OF RAILROAD MILEPOST 56, AND
 AB1277'52.7 METERS (173.0 FT) SOUTHEAST OF BENCH MARK 20 1919 USGS.  NOTE,
 AB1277'ROD ANCHORED AT THIS DEPTH.
 AB1277'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB1277'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1301 ***********************************************************************
 AB1301  DESIGNATION -  V 1408
 AB1301  PID         -  AB1301
 AB1301  STATE/COUNTY-  TX/CAMERON
 AB1301  USGS QUAD   -  HARLINGEN (1983)
 AB1301
 AB1301                         *CURRENT SURVEY CONTROL
 AB1301  ___________________________________________________________________
 AB1301* NAD 83(1993)-  26 13 25.64762(N)    097 43 05.53943(W)     ADJUSTED  
 AB1301* NAVD 88     -        11.043  (meters)      36.23   (feet)  ADJUSTED  
 AB1301  ___________________________________________________________________
 AB1301  X           -    -768,927.216 (meters)                     COMP
 AB1301  Y           -  -5,673,530.730 (meters)                     COMP
 AB1301  Z           -   2,801,319.907 (meters)                     COMP
 AB1301  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 AB1301  ELLIP HEIGHT-         -11.82  (meters)          (10/24/00) GPS OBS
 AB1301  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AB1301  DYNAMIC HT  -          11.025 (meters)      36.17  (feet)  COMP
 AB1301  MODELED GRAV-     979,035.5   (mgal)                       NAVD 88
 AB1301
 AB1301  HORZ ORDER  -  B
 AB1301  VERT ORDER  -  FIRST     CLASS II
 AB1301  ELLP ORDER  -  FOURTH    CLASS II
 AB1301
 AB1301.The horizontal coordinates were established by GPS observations
 AB1301.and adjusted by the National Geodetic Survey in February 1996..
 AB1301
 AB1301.The orthometric height was determined by differential leveling
 AB1301.and adjusted by the National Geodetic Survey in June 1991..
 AB1301
 AB1301.Photographs are available for this station.
 AB1301
 AB1301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1301
 AB1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1301
 AB1301.The ellipsoidal height was determined by GPS observations
 AB1301.and is referenced to NAD 83.
 AB1301
 AB1301.The geoid height was determined by GEOID03.
 AB1301
 AB1301.The dynamic height is computed by dividing the NAVD 88
 AB1301.geopotential number by the normal gravity value computed on the
 AB1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1301.degrees latitude (g = 980.6199 gals.).
 AB1301
 AB1301.The modeled gravity was interpolated from observed gravity values.
 AB1301
 AB1301;                    North         East     Units Scale Factor Converg.
 AB1301;SPC TX S     - 5,061,968.336   378,121.006   MT  0.99998610   +0 21 17.8
 AB1301;SPC TX S     -16,607,474.45  1,240,552.00   sFT  0.99998610   +0 21 17.8
 AB1301;UTM  14      - 2,901,100.609   628,041.542   MT  0.99980242   +0 33 59.3
 AB1301
 AB1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1301!SPC TX S     -   1.00000186  x   0.99998610  =   0.99998796
 AB1301!UTM  14      -   1.00000186  x   0.99980242  =   0.99980428
 AB1301
 AB1301                          SUPERSEDED SURVEY CONTROL
 AB1301
 AB1301  ELLIP H (02/20/96)  -11.70   (m)                       GP(       ) 1 1
 AB1301  NAVD 88 (02/20/96)   11.04   (m)           36.2    (f) LEVELING    3  
 AB1301
 AB1301.Superseded values are not recommended for survey control.
 AB1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1301.See file dsdata.txt to determine how the superseded data were derived.
 AB1301
 AB1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2804201101(NAD 83)
 AB1301_MARKER: F = FLANGE-ENCASED ROD
 AB1301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1301_SP_SET: STAINLESS STEEL ROD
 AB1301_STAMPING: V 1408 1981
 AB1301_MARK LOGO: NGS   
 AB1301_PROJECTION: FLUSH
 AB1301_MAGNETIC: I = MARKER IS A STEEL ROD
 AB1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1301+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2003
 AB1301_ROD/PIPE-DEPTH: 9.7  meters
 AB1301
 AB1301  HISTORY     - Date     Condition        Report By
 AB1301  HISTORY     - 1981     MONUMENTED       NGS
 AB1301  HISTORY     - 19910416 GOOD             USPSQD
 AB1301  HISTORY     - 19930212 GOOD             USPSQD
 AB1301  HISTORY     - 19950820 GOOD             NGS
 AB1301  HISTORY     - 20010604 GOOD             JCLS
 AB1301  HISTORY     - 20030303 GOOD             NGS
 AB1301
 AB1301                          STATION DESCRIPTION
 AB1301
 AB1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1301'IN HARLINGEN.
 AB1301'IN THE HARLINGEN CITY LIMITS AT THE JUNCTION OF 77 SUNSHINE STREET AND
 AB1301'MARCHITA AVENUE, SET BETWEEN THE MISSOURI PACIFIC RAILROAD TRACKS AND
 AB1301'77 SUNSHINE STRIP STREET, ALSO 3.1 KM (1.95 MI) SOUTHEAST ALONG
 AB1301'BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION OF STATE HIGHWAY 107 IN
 AB1301'COMBES, 7.0 METERS (23.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AB1301'SOUTHEAST BOUND LANE OF BUSINESS HIGHWAY 77, 8.8 METERS (29.0 FT)
 AB1301'NORTHWEST OF AN EXTENDED CENTERLINE OF MARCHITA AVENUE, 47.5 METERS
 AB1301'(156.0 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING
 AB1301'SOUTHWEST ACROSS THE MISSOURI PACIFIC RAILROAD TRACKS, 10.3 METERS
 AB1301'(34.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACKS,
 AB1301'0.6 METER (2.0 FT) SOUTHEAST OF A STEEL POST WITH THE SIGN, LIONS
 AB1301'INTERNATIONAL, 45.7 METERS (150.0 FT) SOUTHEAST OF A STREET LIGHT
 AB1301'POLE, AND (3.0 FT) SOUTHWEST OF THE SOUTHWEST CURB OF 77 SUNSHINE
 AB1301'STRIP STREET.
 AB1301'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AB1301'THE MARK IS ABOVE LEVEL WITH HIGHWAY 77.
 AB1301
 AB1301                          STATION RECOVERY (1991)
 AB1301
 AB1301'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1301'RECOVERED IN GOOD CONDITION.
 AB1301
 AB1301                          STATION RECOVERY (1993)
 AB1301
 AB1301'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1301'RECOVERED IN GOOD CONDITION.
 AB1301
 AB1301                          STATION RECOVERY (1995)
 AB1301
 AB1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB1301'THE STATION IS LOCATED IN HARLINGEN, AT THE INTERSECTION OF BUSINESS
 AB1301'U.S.HIGHWAY 77 (SUNSHINE STREET) AND MARCHITA AVENUE, BETWEEN THE
 AB1301'MISSOURI PACIFIC RAILROAD TRACKS AND THE STREET.  TO REACH THE
 AB1301'STRATION FROM THE INTERSECTION OF STATE HIGHWAY 107 AND BUSINESS U.S.
 AB1301'HIGHWAY 77 IN COMBES, GO SOUTHEAST ALONG THE HIGHWAY 77 FOR 3.1 KM
 AB1301'(1.90 MI) TO THE STATION LEFT.  THE STATION IS 47.5 M (155.8 FT)
 AB1301'NORTHWEST OF THE CENTER OF A GRAVEL ROAD LEADING SOUTHWEST CROSSING
 AB1301'THE TRACKS, 10.3 M (33.8 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 AB1301'TRACKS, 8.8 M (28.9 FT) NORTHWEST OF THE EXTENDED CENTER OF THE
 AB1301'AVENUE, 1.0 M (3.3 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY,
 AB1301'AND 0.3 M (1.0 FT) NORTHEAST FROM A WITNESS POST.
 AB1301
 AB1301                          STATION RECOVERY (2001)
 AB1301
 AB1301'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AB1301'RECOVERED IN GOOD CONDITION.
 AB1301
 AB1301                          STATION RECOVERY (2003)
 AB1301
 AB1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 AB1301'RECOVERED AS DESCRIBED AND IN GOOD CONDITION, BUT WITH LOGO COVER
 AB1301'MISSING.
 AB1301'
 AB1301'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1247 ***********************************************************************
 AE1247  DESIGNATION -  V 1409
 AE1247  PID         -  AE1247
 AE1247  STATE/COUNTY-  TX/HIDALGO
 AE1247  USGS QUAD   -  MISSION (1983)
 AE1247
 AE1247                         *CURRENT SURVEY CONTROL
 AE1247  ___________________________________________________________________
 AE1247* NAD 83(1986)-  26 13 02.     (N)    098 20 02.     (W)     SCALED    
 AE1247* NAVD 88     -        44.522  (meters)     146.07   (feet)  ADJUSTED  
 AE1247  ___________________________________________________________________
 AE1247  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE1247  DYNAMIC HT  -          44.449 (meters)     145.83  (feet)  COMP
 AE1247  MODELED GRAV-     978,992.4   (mgal)                       NAVD 88
 AE1247
 AE1247  VERT ORDER  -  FIRST     CLASS II
 AE1247
 AE1247.The horizontal coordinates were scaled from a topographic map and have
 AE1247.an estimated accuracy of +/- 6 seconds.
 AE1247
 AE1247.The orthometric height was determined by differential leveling
 AE1247.and adjusted by the National Geodetic Survey in June 1991..
 AE1247
 AE1247.The geoid height was determined by GEOID03.
 AE1247
 AE1247.The dynamic height is computed by dividing the NAVD 88
 AE1247.geopotential number by the normal gravity value computed on the
 AE1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1247.degrees latitude (g = 980.6199 gals.).
 AE1247
 AE1247.The modeled gravity was interpolated from observed gravity values.
 AE1247
 AE1247;                    North         East    Units  Estimated Accuracy
 AE1247;SPC TX S     - 5,061,010.      316,600.      MT  (+/- 180 meters Scaled)
 AE1247
 AE1247                          SUPERSEDED SURVEY CONTROL
 AE1247
 AE1247.No superseded survey control is available for this station.
 AE1247
 AE1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP665999(NAD 83)
 AE1247_MARKER: I = METAL ROD
 AE1247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1247_SP_SET: STAINLESS STEEL ROD
 AE1247_STAMPING: V 1409 1981
 AE1247_MARK LOGO: NGS   
 AE1247_PROJECTION: RECESSED 2 CENTIMETERS
 AE1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1247_ROD/PIPE-DEPTH: 4.88 meters
 AE1247
 AE1247  HISTORY     - Date     Condition        Report By
 AE1247  HISTORY     - 1981     MONUMENTED       NGS
 AE1247
 AE1247                          STATION DESCRIPTION
 AE1247
 AE1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1247'IN MISSION.
 AE1247'IN MISSION, AT THE LEO MARCELL ELEMENTARY SCHOOL, AT WEST TENTH STREET
 AE1247'AND HOLLAND AVENUE, 41.5 METERS (136.0 FT) NORTH OF THE CENTER OF WEST
 AE1247'TENTH STREET, 26.7 METERS (87.7 FT) WEST OF THE CENTER OF HOLLAND
 AE1247'AVENUE, 19.4 METERS (63.8 FT) NORTH NORTHWEST OF THE CENTER OF A LARGE
 AE1247'NATURAL GAS REGULATOR, 44.8 METERS (147.0 FT) EAST OF THE CENTER OF
 AE1247'THE MAIN ENTRANCE GATE, 13.2 METERS (43.3 FT) SOUTH OF THE CENTER OF A
 AE1247'SIDE ENTRANCE GATE, 10.9 METERS (35.6 FT) WEST OF A TEN INCH TREE,
 AE1247'3.2 METERS (10.6 FT) NORTH OF THE NORTH EDGE OF AN EAST WEST SIDEWALK
 AE1247'IN FRONT OF SCHOOL, 1.2 METERS (4.1 FT) EAST OF THE NORTHEAST CORNER
 AE1247'OF THE SCHOOL SIGN, 3.2 METERS (10.6 FT) NORTH OF A CHAIN LINK CORNER
 AE1247'FENCE POST, AND 0.46 METERS (1.5 FT) EAST OF A CHAIN LINK FENCE LINE,
 AE1247'NOTE, ROD DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0351 ***********************************************************************
 DP0351  DESIGNATION -  V 141
 DP0351  PID         -  DP0351
 DP0351  STATE/COUNTY-  TX/LUBBOCK
 DP0351  USGS QUAD   -  HECKVILLE (1965)
 DP0351
 DP0351                         *CURRENT SURVEY CONTROL
 DP0351  ___________________________________________________________________
 DP0351* NAD 83(1986)-  33 45 09.     (N)    101 40 11.     (W)     SCALED    
 DP0351* NAVD 88     -       989.375  (meters)    3245.97   (feet)  POSTED    
 DP0351  ___________________________________________________________________
 DP0351  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DP0351  DYNAMIC HT  -         988.100 (meters)    3241.79  (feet)  COMP
 DP0351  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 DP0351
 DP0351  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DP0351
 DP0351.The horizontal coordinates were scaled from a topographic map and have
 DP0351.an estimated accuracy of +/- 6 seconds.
 DP0351
 DP0351.The orthometric height was determined by differential leveling
 DP0351.and adjusted by the National Geodetic Survey in 1992..
 DP0351.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DP0351.rate of 0.0 thru 1.0 mm/km.
 DP0351
 DP0351.The geoid height was determined by GEOID03.
 DP0351
 DP0351.The dynamic height is computed by dividing the NAVD 88
 DP0351.geopotential number by the normal gravity value computed on the
 DP0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0351.degrees latitude (g = 980.6199 gals.).
 DP0351
 DP0351.The modeled gravity was interpolated from observed gravity values.
 DP0351
 DP0351;                    North         East    Units  Estimated Accuracy
 DP0351;SPC TXNC     - 2,235,740.      306,380.      MT  (+/- 180 meters Scaled)
 DP0351
 DP0351                          SUPERSEDED SURVEY CONTROL
 DP0351
 DP0351  NGVD 29 (??/??/92)  988.996  (m)         3244.73   (f) ADJ UNCH    1 2
 DP0351
 DP0351.Superseded values are not recommended for survey control.
 DP0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0351.See file dsdata.txt to determine how the superseded data were derived.
 DP0351
 DP0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC527379(NAD 83)
 DP0351_MARKER: DB = BENCH MARK DISK
 DP0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0351_STAMPING: 3244.731 V 141 1933
 DP0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0351+STABILITY: SURFACE MOTION
 DP0351
 DP0351  HISTORY     - Date     Condition        Report By
 DP0351  HISTORY     - 1933     MONUMENTED       CGS
 DP0351
 DP0351                          STATION DESCRIPTION
 DP0351
 DP0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DP0351'9.4 MI SW FROM PETERSBURG.
 DP0351'9.4 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0351'THE STATION AT PETERSBURG, HALE COUNTY, ABOUT 29-3/4 RAILS SOUTH OF
 DP0351'MILEPOST L 342, AT STATION 5551+09, ABOUT 10-1/2 RAILS SOUTH OF A
 DP0351'PUBLIC-ROAD CROSSING, ABOUT 45 FEET EAST OF THE TRACK, AND 1 FOOT WEST
 DP0351'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3244.731 V 141
 DP0351'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 DP0351'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0635 ***********************************************************************
 CC0635  DESIGNATION -  V 1410
 CC0635  PID         -  CC0635
 CC0635  STATE/COUNTY-  TX/PECOS
 CC0635  USGS QUAD   -  DIAMOND Y SPRING (1974)
 CC0635
 CC0635                         *CURRENT SURVEY CONTROL
 CC0635  ___________________________________________________________________
 CC0635* NAD 83(1986)-  31 04 03.     (N)    102 53 29.     (W)     SCALED    
 CC0635* NAVD 88     -       820.050  (meters)    2690.45   (feet)  ADJUSTED  
 CC0635  ___________________________________________________________________
 CC0635  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CC0635  DYNAMIC HT  -         818.843 (meters)    2686.49  (feet)  COMP
 CC0635  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 CC0635
 CC0635  VERT ORDER  -  FIRST     CLASS II
 CC0635
 CC0635.The horizontal coordinates were scaled from a topographic map and have
 CC0635.an estimated accuracy of +/- 6 seconds.
 CC0635
 CC0635.The orthometric height was determined by differential leveling
 CC0635.and adjusted by the National Geodetic Survey in June 1991..
 CC0635
 CC0635.The geoid height was determined by GEOID03.
 CC0635
 CC0635.The dynamic height is computed by dividing the NAVD 88
 CC0635.geopotential number by the normal gravity value computed on the
 CC0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0635.degrees latitude (g = 980.6199 gals.).
 CC0635
 CC0635.The modeled gravity was interpolated from observed gravity values.
 CC0635
 CC0635;                    North         East    Units  Estimated Accuracy
 CC0635;SPC TX C     - 3,158,100.      455,920.      MT  (+/- 180 meters Scaled)
 CC0635
 CC0635                          SUPERSEDED SURVEY CONTROL
 CC0635
 CC0635.No superseded survey control is available for this station.
 CC0635
 CC0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ011389(NAD 83)
 CC0635_MARKER: I = METAL ROD
 CC0635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0635_SP_SET: STAINLESS STEEL ROD
 CC0635_STAMPING: V 1410 1981
 CC0635_MARK LOGO: NGS   
 CC0635_PROJECTION: FLUSH
 CC0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0635_ROD/PIPE-DEPTH: 4.3  meters
 CC0635
 CC0635  HISTORY     - Date     Condition        Report By
 CC0635  HISTORY     - 1981     MONUMENTED       NGS
 CC0635
 CC0635                          STATION DESCRIPTION
 CC0635
 CC0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0635'19.1 KM (11.85 MI) NORT FROM FORT STOCKTON.
 CC0635'19.1 KM (11.85 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0635'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, 0.8 KM (0.5 MI)
 CC0635'SOUTH OF A GRAVELED ROAD LEADING NORTHWEST, 0.6 KM (0.35 MI) NORTH
 CC0635'OF A FIELD ROAD LEADING EAST, 14.7 METERS (48.2 FT) EAST OF THE
 CC0635'CENTERLINE OF THE HIGHWAY AND 2.2 METERS (7.2 FT) NORTHWEST OF A
 CC0635'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0635'LOGO CAP.
 CC0635'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CC0635'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0606 ***********************************************************************
 BP0606  DESIGNATION -  V 1411
 BP0606  PID         -  BP0606
 BP0606  STATE/COUNTY-  TX/PECOS
 BP0606  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0606
 BP0606                         *CURRENT SURVEY CONTROL
 BP0606  ___________________________________________________________________
 BP0606* NAD 83(1986)-  30 43 38.     (N)    102 44 57.     (W)     SCALED    
 BP0606* NAVD 88     -      1004.954  (meters)    3297.09   (feet)  ADJUSTED  
 BP0606  ___________________________________________________________________
 BP0606  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 BP0606  DYNAMIC HT  -        1003.390 (meters)    3291.96  (feet)  COMP
 BP0606  MODELED GRAV-     979,051.8   (mgal)                       NAVD 88
 BP0606
 BP0606  VERT ORDER  -  FIRST     CLASS II
 BP0606
 BP0606.The horizontal coordinates were scaled from a topographic map and have
 BP0606.an estimated accuracy of +/- 6 seconds.
 BP0606
 BP0606.The orthometric height was determined by differential leveling
 BP0606.and adjusted by the National Geodetic Survey in June 1991..
 BP0606
 BP0606.The geoid height was determined by GEOID03.
 BP0606
 BP0606.The dynamic height is computed by dividing the NAVD 88
 BP0606.geopotential number by the normal gravity value computed on the
 BP0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0606.degrees latitude (g = 980.6199 gals.).
 BP0606
 BP0606.The modeled gravity was interpolated from observed gravity values.
 BP0606
 BP0606;                    North         East    Units  Estimated Accuracy
 BP0606;SPC TX C     - 3,120,080.      468,670.      MT  (+/- 180 meters Scaled)
 BP0606
 BP0606                          SUPERSEDED SURVEY CONTROL
 BP0606
 BP0606.No superseded survey control is available for this station.
 BP0606
 BP0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ155015(NAD 83)
 BP0606_MARKER: DB = BENCH MARK DISK
 BP0606_SETTING: 66 = SET IN ROCK OUTCROP
 BP0606_SP_SET: ROCK OUTCROP
 BP0606_STAMPING: V 1411 1981
 BP0606_MARK LOGO: NGS   
 BP0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0606+STABILITY: POSITION/ELEVATION WELL
 BP0606
 BP0606  HISTORY     - Date     Condition        Report By
 BP0606  HISTORY     - 1981     MONUMENTED       NGS
 BP0606
 BP0606                          STATION DESCRIPTION
 BP0606
 BP0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0606'22.6 KM (14.05 MI) SE FROM FORT STOCKTON.
 BP0606'22.6 KM (14.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0606'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, IN A
 BP0606'3 BY 10 FT EXPOSED AREA OF OUTCROPPING BEDROCK, ACROSS THE HIGHWAY
 BP0606'FROM A CUT BANK, 14.6 METERS (47.9 FT) SOUTHWEST OF THE CENTERLINE OF
 BP0606'THE HIGHWAY AND 13.3 METERS (43.6 FT) NORTHEAST OF A FENCE.
 BP0606'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BP0606'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0649 ***********************************************************************
 BP0649  DESIGNATION -  V 1412
 BP0649  PID         -  BP0649
 BP0649  STATE/COUNTY-  TX/TERRELL
 BP0649  USGS QUAD   -  SANDERSON (1969)
 BP0649
 BP0649                         *CURRENT SURVEY CONTROL
 BP0649  ___________________________________________________________________
 BP0649* NAD 83(1986)-  30 07 41.     (N)    102 23 06.     (W)     SCALED    
 BP0649* NAVD 88     -       833.744  (meters)    2735.38   (feet)  ADJUSTED  
 BP0649  ___________________________________________________________________
 BP0649  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BP0649  DYNAMIC HT  -         832.464 (meters)    2731.18  (feet)  COMP
 BP0649  MODELED GRAV-     979,079.7   (mgal)                       NAVD 88
 BP0649
 BP0649  VERT ORDER  -  FIRST     CLASS II
 BP0649
 BP0649.The horizontal coordinates were scaled from a topographic map and have
 BP0649.an estimated accuracy of +/- 6 seconds.
 BP0649
 BP0649.The orthometric height was determined by differential leveling
 BP0649.and adjusted by the National Geodetic Survey in June 1991..
 BP0649
 BP0649.The geoid height was determined by GEOID03.
 BP0649
 BP0649.The dynamic height is computed by dividing the NAVD 88
 BP0649.geopotential number by the normal gravity value computed on the
 BP0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0649.degrees latitude (g = 980.6199 gals.).
 BP0649
 BP0649.The modeled gravity was interpolated from observed gravity values.
 BP0649
 BP0649;                    North         East    Units  Estimated Accuracy
 BP0649;SPC TXSC     - 4,259,040.      273,870.      MT  (+/- 180 meters Scaled)
 BP0649
 BP0649                          SUPERSEDED SURVEY CONTROL
 BP0649
 BP0649.No superseded survey control is available for this station.
 BP0649
 BP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP519358(NAD 83)
 BP0649_MARKER: DB = BENCH MARK DISK
 BP0649_SETTING: 66 = SET IN ROCK OUTCROP
 BP0649_SP_SET: ROCK OUTCROP
 BP0649_STAMPING: V 1412 1981
 BP0649_MARK LOGO: NGS   
 BP0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0649+STABILITY: POSITION/ELEVATION WELL
 BP0649
 BP0649  HISTORY     - Date     Condition        Report By
 BP0649  HISTORY     - 1981     MONUMENTED       NGS
 BP0649
 BP0649                          STATION DESCRIPTION
 BP0649
 BP0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0649'2.35 KM (1.5 MI) SE FROM SANDERSON.
 BP0649'0.1 KM (0.05 MI) NORTH ALONG PERSIMMON AVENUE FROM THE SOUTHERN
 BP0649'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 2.3 KM (1.45 MI)
 BP0649'SOUTHEAST ALONG U.S. HIGHWAY 90, IN AN OXPOSED AREA OF OUTCROPPING
 BP0649'BEDROCK, 50.3 METERS (165.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 BP0649'BRIDGE OVER SANDERSON CANYON CREEK, 14.6 METERS (47.9 FT) EAST OF THE
 BP0649'CENTERLINE OF THE HIGHWAY, 6.5 METERS (21.4 FT) EAST OF A GUARDRAIL
 BP0649'AND 1.2 METERS (3.9 FT) WEST OF THE WEST FACE OF A HIGHWAY CUT.
 BP0649'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BP0649'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0448 ***********************************************************************
 AZ0448  DESIGNATION -  V 1414
 AZ0448  PID         -  AZ0448
 AZ0448  STATE/COUNTY-  TX/VAL VERDE
 AZ0448  USGS QUAD   -  DEL RIO NW (1972)
 AZ0448
 AZ0448                         *CURRENT SURVEY CONTROL
 AZ0448  ___________________________________________________________________
 AZ0448* NAD 83(1986)-  29 26 19.     (N)    100 54 54.     (W)     SCALED    
 AZ0448* NAVD 88     -       347.080  (meters)    1138.71   (feet)  ADJUSTED  
 AZ0448  ___________________________________________________________________
 AZ0448  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0448  DYNAMIC HT  -         346.575 (meters)    1137.05  (feet)  COMP
 AZ0448  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 AZ0448
 AZ0448  VERT ORDER  -  FIRST     CLASS II
 AZ0448
 AZ0448.The horizontal coordinates were scaled from a topographic map and have
 AZ0448.an estimated accuracy of +/- 6 seconds.
 AZ0448
 AZ0448.The orthometric height was determined by differential leveling
 AZ0448.and adjusted by the National Geodetic Survey in June 1991..
 AZ0448
 AZ0448.The geoid height was determined by GEOID03.
 AZ0448
 AZ0448.The dynamic height is computed by dividing the NAVD 88
 AZ0448.geopotential number by the normal gravity value computed on the
 AZ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0448.degrees latitude (g = 980.6199 gals.).
 AZ0448
 AZ0448.The modeled gravity was interpolated from observed gravity values.
 AZ0448
 AZ0448;                    North         East    Units  Estimated Accuracy
 AZ0448;SPC TXSC     - 4,179,430.      414,230.      MT  (+/- 180 meters Scaled)
 AZ0448
 AZ0448                          SUPERSEDED SURVEY CONTROL
 AZ0448
 AZ0448.No superseded survey control is available for this station.
 AZ0448
 AZ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT142581(NAD 83)
 AZ0448_MARKER: DB = BENCH MARK DISK
 AZ0448_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0448_SP_SET: ROCK OUTCROP
 AZ0448_STAMPING: V 1414 1981
 AZ0448_MARK LOGO: NGS   
 AZ0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0448+STABILITY: POSITION/ELEVATION WELL
 AZ0448
 AZ0448  HISTORY     - Date     Condition        Report By
 AZ0448  HISTORY     - 1981     MONUMENTED       NGS
 AZ0448  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0448
 AZ0448                          STATION DESCRIPTION
 AZ0448
 AZ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0448'1.2 KM (0.75 MI) NW FROM DEL RIO.
 AZ0448'1.2 KM (0.75 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0448'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN A 2 BY 4 FT EXPOSED AREA
 AZ0448'OF OUTCROPPING BEDROCK, 52.0 METERS (170.6 FT) SOUTHWEST OF A UTILITY
 AZ0448'POLE, 21.6 METERS (70.9 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY
 AZ0448'AND 1.5 METERS (4.9 FT) NORTHEAST OF A FENCE.
 AZ0448'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 AZ0448'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0448
 AZ0448                          STATION RECOVERY (1999)
 AZ0448
 AZ0448'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0423 ***********************************************************************
 AZ0423  DESIGNATION -  V 1415
 AZ0423  PID         -  AZ0423
 AZ0423  STATE/COUNTY-  TX/VAL VERDE
 AZ0423  USGS QUAD   -  COMSTOCK (1972)
 AZ0423
 AZ0423                         *CURRENT SURVEY CONTROL
 AZ0423  ___________________________________________________________________
 AZ0423* NAD 83(1986)-  29 41 36.     (N)    101 11 02.     (W)     SCALED    
 AZ0423* NAVD 88     -       466.956  (meters)    1532.00   (feet)  ADJUSTED  
 AZ0423  ___________________________________________________________________
 AZ0423  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0423  DYNAMIC HT  -         466.272 (meters)    1529.76  (feet)  COMP
 AZ0423  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 AZ0423
 AZ0423  VERT ORDER  -  FIRST     CLASS II
 AZ0423
 AZ0423.The horizontal coordinates were scaled from a topographic map and have
 AZ0423.an estimated accuracy of +/- 6 seconds.
 AZ0423
 AZ0423.The orthometric height was determined by differential leveling
 AZ0423.and adjusted by the National Geodetic Survey in June 1991..
 AZ0423
 AZ0423.The geoid height was determined by GEOID03.
 AZ0423
 AZ0423.The dynamic height is computed by dividing the NAVD 88
 AZ0423.geopotential number by the normal gravity value computed on the
 AZ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0423.degrees latitude (g = 980.6199 gals.).
 AZ0423
 AZ0423.The modeled gravity was interpolated from observed gravity values.
 AZ0423
 AZ0423;                    North         East    Units  Estimated Accuracy
 AZ0423;SPC TXSC     - 4,208,110.      388,680.      MT  (+/- 180 meters Scaled)
 AZ0423
 AZ0423                          SUPERSEDED SURVEY CONTROL
 AZ0423
 AZ0423.No superseded survey control is available for this station.
 AZ0423
 AZ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT886868(NAD 83)
 AZ0423_MARKER: DB = BENCH MARK DISK
 AZ0423_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0423_SP_SET: ROCK OUTCROP
 AZ0423_STAMPING: V 1415 1981
 AZ0423_MARK LOGO: NGS   
 AZ0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 AZ0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0423+STABILITY: POSITION/ELEVATION WELL
 AZ0423
 AZ0423  HISTORY     - Date     Condition        Report By
 AZ0423  HISTORY     - 1981     MONUMENTED       NGS
 AZ0423  HISTORY     - 19981112 GOOD             TXDOT
 AZ0423  HISTORY     - 19990119 MARK NOT FOUND   USPSQD
 AZ0423  HISTORY     - 20030425 MARK NOT FOUND   USPSQD
 AZ0423
 AZ0423                          STATION DESCRIPTION
 AZ0423
 AZ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0423'2.2 KM (1.35 MI) NW FROM COMSTOCK.
 AZ0423'1.9 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0423'WITH STATE HIGHWAY 163 IN COMSTOCK, THENCE 0.3 KM (0.2 MI) SOUTHEAST
 AZ0423'ALONG A TRACK ROAD, IN A 4 BY 8 FT EXPOSED AREA OF OUTCROPPING
 AZ0423'BEDROCK, 20.2 METERS (66.3 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 AZ0423'SOUTHERN PACIFIC RAILROAD, 12.7 METERS (41.7 FT) NORTHEAST OF A FENCE,
 AZ0423'15.0 METERS (49.2 FT) SOUTHEAST OF A UTILITY POLE AND 6.0 METERS
 AZ0423'(19.7 FT) NORTHEAST OF THE CENTER OF THE TRACK ROAD.
 AZ0423'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AZ0423'THE MARK IS 6.0 M BELOW THE TRACKS.
 AZ0423
 AZ0423                          STATION RECOVERY (1998)
 AZ0423
 AZ0423'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 AZ0423'GOOD.
 AZ0423
 AZ0423                          STATION RECOVERY (1999)
 AZ0423
 AZ0423'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0423'MARK NOT FOUND.
 AZ0423
 AZ0423                          STATION RECOVERY (2003)
 AZ0423
 AZ0423'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0400 ***********************************************************************
 AZ0400  DESIGNATION -  V 1416
 AZ0400  PID         -  AZ0400
 AZ0400  STATE/COUNTY-  TX/VAL VERDE
 AZ0400  USGS QUAD   -  LANGTRY (1973)
 AZ0400
 AZ0400                         *CURRENT SURVEY CONTROL
 AZ0400  ___________________________________________________________________
 AZ0400* NAD 83(1986)-  29 49 17.     (N)    101 36 43.     (W)     SCALED    
 AZ0400* NAVD 88     -       428.382  (meters)    1405.45   (feet)  ADJUSTED  
 AZ0400  ___________________________________________________________________
 AZ0400  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AZ0400  DYNAMIC HT  -         427.734 (meters)    1403.32  (feet)  COMP
 AZ0400  MODELED GRAV-     979,118.2   (mgal)                       NAVD 88
 AZ0400
 AZ0400  VERT ORDER  -  FIRST     CLASS II
 AZ0400
 AZ0400.The horizontal coordinates were scaled from a topographic map and have
 AZ0400.an estimated accuracy of +/- 6 seconds.
 AZ0400
 AZ0400.The orthometric height was determined by differential leveling
 AZ0400.and adjusted by the National Geodetic Survey in June 1991..
 AZ0400
 AZ0400.The geoid height was determined by GEOID03.
 AZ0400
 AZ0400.The dynamic height is computed by dividing the NAVD 88
 AZ0400.geopotential number by the normal gravity value computed on the
 AZ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0400.degrees latitude (g = 980.6199 gals.).
 AZ0400
 AZ0400.The modeled gravity was interpolated from observed gravity values.
 AZ0400
 AZ0400;                    North         East    Units  Estimated Accuracy
 AZ0400;SPC TXSC     - 4,223,150.      347,580.      MT  (+/- 180 meters Scaled)
 AZ0400
 AZ0400                          SUPERSEDED SURVEY CONTROL
 AZ0400
 AZ0400.No superseded survey control is available for this station.
 AZ0400
 AZ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU475018(NAD 83)
 AZ0400_MARKER: DB = BENCH MARK DISK
 AZ0400_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0400_SP_SET: ROCK OUTCROP
 AZ0400_STAMPING: V 1416 1981
 AZ0400_MARK LOGO: NGS   
 AZ0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0400+STABILITY: POSITION/ELEVATION WELL
 AZ0400
 AZ0400  HISTORY     - Date     Condition        Report By
 AZ0400  HISTORY     - 1981     MONUMENTED       NGS
 AZ0400  HISTORY     - 19990120 GOOD             USPSQD
 AZ0400
 AZ0400                          STATION DESCRIPTION
 AZ0400
 AZ0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0400'5.6 KM (3.45 MI) NW FROM LANGTRY.
 AZ0400'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0400'OFFICE IN LANGTRY, THENCE 4.3 KM (2.65 MI) NORTHWEST ALONG U.S.
 AZ0400'HIGHWAY 90, 0.2 KM (0.1 MI) SOUTHEAST OF A GRAVELED ROAD LEADING
 AZ0400'SOUTH, 0.2 KM (0.1 MI) NORTHWEST OF A DRIVEWAY LEADING NORTH,
 AZ0400'IN THE CENTER OF A 4 BY 6 FT EXPOSED AREA OF BEDROCK, 22.4 METERS
 AZ0400'(73.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 8.2 METERS
 AZ0400'(26.9 FT) NORTHEAST OF A FENCE.
 AZ0400'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 AZ0400'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 AZ0400
 AZ0400                          STATION RECOVERY (1999)
 AZ0400
 AZ0400'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0628 ***********************************************************************
 BP0628  DESIGNATION -  V 1417
 BP0628  PID         -  BP0628
 BP0628  STATE/COUNTY-  TX/PECOS
 BP0628  USGS QUAD   -  BIG CANYON RANCH NW (1969)
 BP0628
 BP0628                         *CURRENT SURVEY CONTROL
 BP0628  ___________________________________________________________________
 BP0628* NAD 83(1986)-  30 26 28.     (N)    102 27 40.     (W)     SCALED    
 BP0628* NAVD 88     -       970.865  (meters)    3185.25   (feet)  ADJUSTED  
 BP0628  ___________________________________________________________________
 BP0628  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BP0628  DYNAMIC HT  -         969.356 (meters)    3180.30  (feet)  COMP
 BP0628  MODELED GRAV-     979,054.3   (mgal)                       NAVD 88
 BP0628
 BP0628  VERT ORDER  -  FIRST     CLASS II
 BP0628
 BP0628.The horizontal coordinates were scaled from a topographic map and have
 BP0628.an estimated accuracy of +/- 6 seconds.
 BP0628
 BP0628.The orthometric height was determined by differential leveling
 BP0628.and adjusted by the National Geodetic Survey in June 1991..
 BP0628
 BP0628.The geoid height was determined by GEOID03.
 BP0628
 BP0628.The dynamic height is computed by dividing the NAVD 88
 BP0628.geopotential number by the normal gravity value computed on the
 BP0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0628.degrees latitude (g = 980.6199 gals.).
 BP0628
 BP0628.The modeled gravity was interpolated from observed gravity values.
 BP0628
 BP0628;                    North         East    Units  Estimated Accuracy
 BP0628;SPC TX C     - 3,087,810.      495,640.      MT  (+/- 180 meters Scaled)
 BP0628
 BP0628                          SUPERSEDED SURVEY CONTROL
 BP0628
 BP0628.No superseded survey control is available for this station.
 BP0628
 BP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP438704(NAD 83)
 BP0628_MARKER: I = METAL ROD
 BP0628_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0628+WITH SETTING: INFORMATION.
 BP0628_SP_SET: SHALLOW SET METAL ROD
 BP0628_STAMPING: V 1417 1981
 BP0628_MARK LOGO: NGS   
 BP0628_PROJECTION: FLUSH
 BP0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0628_ROD/PIPE-DEPTH: 2.4  meters
 BP0628
 BP0628  HISTORY     - Date     Condition        Report By
 BP0628  HISTORY     - 1981     MONUMENTED       NGS
 BP0628
 BP0628                          STATION DESCRIPTION
 BP0628
 BP0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0628'36.5 KM (22.65 MI) NORT FROM SANDERSON.
 BP0628'36.5 KM (22.65 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0628'WITH U.S. HIGHWAY 90 IN SANDERSON, 18.0 METERS (59.1 FT) SOUTHWEST
 BP0628'OF THE CENTERLINE OF THE HIGHWAY AND 7.1 METERS (23.3 FT) SOUTHEAST
 BP0628'OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT
 BP0628'IS THROUGH A 5-INCH LOGO CAP.
 BP0628'THE MARK IS 0.3 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0628'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0393 ***********************************************************************
 AZ0393  DESIGNATION -  V 1418
 AZ0393  PID         -  AZ0393
 AZ0393  STATE/COUNTY-  TX/VAL VERDE
 AZ0393  USGS QUAD   -  RAMSEY CANYON (1980)
 AZ0393
 AZ0393                         *CURRENT SURVEY CONTROL
 AZ0393  ___________________________________________________________________
 AZ0393* NAD 83(1986)-  29 51 39.     (N)    101 42 04.     (W)     SCALED    
 AZ0393* NAVD 88     -       536.671  (meters)    1760.73   (feet)  ADJUSTED  
 AZ0393  ___________________________________________________________________
 AZ0393  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AZ0393  DYNAMIC HT  -         535.850 (meters)    1758.03  (feet)  COMP
 AZ0393  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 AZ0393
 AZ0393  VERT ORDER  -  FIRST     CLASS II
 AZ0393
 AZ0393.The horizontal coordinates were scaled from a topographic map and have
 AZ0393.an estimated accuracy of +/- 6 seconds.
 AZ0393
 AZ0393.The orthometric height was determined by differential leveling
 AZ0393.and adjusted by the National Geodetic Survey in June 1991..
 AZ0393
 AZ0393.The geoid height was determined by GEOID03.
 AZ0393
 AZ0393.The dynamic height is computed by dividing the NAVD 88
 AZ0393.geopotential number by the normal gravity value computed on the
 AZ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0393.degrees latitude (g = 980.6199 gals.).
 AZ0393
 AZ0393.The modeled gravity was interpolated from observed gravity values.
 AZ0393
 AZ0393;                    North         East    Units  Estimated Accuracy
 AZ0393;SPC TXSC     - 4,227,720.      339,070.      MT  (+/- 180 meters Scaled)
 AZ0393
 AZ0393                          SUPERSEDED SURVEY CONTROL
 AZ0393
 AZ0393.No superseded survey control is available for this station.
 AZ0393
 AZ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU390064(NAD 83)
 AZ0393_MARKER: DB = BENCH MARK DISK
 AZ0393_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0393_SP_SET: ROCK OUTCROP
 AZ0393_STAMPING: V 1418 1981
 AZ0393_MARK LOGO: NGS   
 AZ0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0393+STABILITY: POSITION/ELEVATION WELL
 AZ0393
 AZ0393  HISTORY     - Date     Condition        Report By
 AZ0393  HISTORY     - 1981     MONUMENTED       NGS
 AZ0393  HISTORY     - 19990120 GOOD             USPSQD
 AZ0393
 AZ0393                          STATION DESCRIPTION
 AZ0393
 AZ0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0393'16.8 KM (10.45 MI) NW FROM LANGTRY.
 AZ0393'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0393'OFFICE IN LANGTRY, THENCE 15.5 KM (9.65 MI) WESTERLY ALONG U.S.
 AZ0393'HIGHWAY 90, IN A 10 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 AZ0393'29.0 METERS (95.1 FT) SOUTHEAST OF THE NORTHWEST END OF A
 AZ0393'HIGHWAY CUT, 15.9 METERS (52.2 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AZ0393'HIGHWAY AND 14.9 METERS (48.9 FT) NORTHEAST OF A FENCE.
 AZ0393'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AZ0393'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 AZ0393
 AZ0393                          STATION RECOVERY (1999)
 AZ0393
 AZ0393'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0770 ***********************************************************************
 CA0770  DESIGNATION -  V 1419
 CA0770  PID         -  CA0770
 CA0770  STATE/COUNTY-  TX/MCCULLOCH
 CA0770  USGS QUAD   -  BRADY NORTH (1987)
 CA0770
 CA0770                         *CURRENT SURVEY CONTROL
 CA0770  ___________________________________________________________________
 CA0770* NAD 83(1986)-  31 08 47.     (N)    099 19 59.     (W)     SCALED    
 CA0770* NAVD 88     -       519.471  (meters)    1704.30   (feet)  ADJUSTED  
 CA0770  ___________________________________________________________________
 CA0770  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CA0770  DYNAMIC HT  -         518.774 (meters)    1702.01  (feet)  COMP
 CA0770  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 CA0770
 CA0770  VERT ORDER  -  FIRST     CLASS II
 CA0770
 CA0770.The horizontal coordinates were scaled from a topographic map and have
 CA0770.an estimated accuracy of +/- 6 seconds.
 CA0770
 CA0770.The orthometric height was determined by differential leveling
 CA0770.and adjusted by the National Geodetic Survey in June 1991..
 CA0770.WARNING-Repeat measurements at this control monument indicate possible
 CA0770.vertical movement.
 CA0770
 CA0770.The geoid height was determined by GEOID03.
 CA0770
 CA0770.The dynamic height is computed by dividing the NAVD 88
 CA0770.geopotential number by the normal gravity value computed on the
 CA0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0770.degrees latitude (g = 980.6199 gals.).
 CA0770
 CA0770.The modeled gravity was interpolated from observed gravity values.
 CA0770
 CA0770;                    North         East    Units  Estimated Accuracy
 CA0770;SPC TX C     - 3,164,460.      795,370.      MT  (+/- 180 meters Scaled)
 CA0770
 CA0770                          SUPERSEDED SURVEY CONTROL
 CA0770
 CA0770.No superseded survey control is available for this station.
 CA0770
 CA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV682458(NAD 83)
 CA0770_MARKER: DB = BENCH MARK DISK
 CA0770_SETTING: 66 = SET IN ROCK OUTCROP
 CA0770_SP_SET: ROCK OUTCROP
 CA0770_STAMPING: V 1419 1981
 CA0770_MARK LOGO: NGS   
 CA0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0770+STABILITY: POSITION/ELEVATION WELL
 CA0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0770+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0770
 CA0770  HISTORY     - Date     Condition        Report By
 CA0770  HISTORY     - 1981     MONUMENTED       NGS
 CA0770  HISTORY     - 1981     GOOD             NGS
 CA0770  HISTORY     - 1982     GOOD             NGS
 CA0770  HISTORY     - 1982     GOOD             NGS
 CA0770  HISTORY     - 19990106 GOOD             USPSQD
 CA0770  HISTORY     - 20060318 GOOD             USPSQD
 CA0770
 CA0770                          STATION DESCRIPTION
 CA0770
 CA0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0770'1.4 KM (0.85 MI) NORTH FROM BRADY.
 CA0770'1.2 KM (0.75 MI) NORTH ALONG U.S. HIGHWAYS 190 AND 377 FROM THE
 CA0770'COURTHOUSE IN BRADY, THENCE 0.2 KM (0.1 MI) EAST ALONG U.S. HIGHWAY
 CA0770'190, IN TOP OF A 6 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 61.0
 CA0770'METERS (200.1 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 CA0770'MULTI-BOX CULVERT, 26.3 METERS (86.3 FT) NORTH OF THE CENTERLINE OF
 CA0770'THE HIGHWAY AND 1.0 METER (3.3 FT) NORTH OF A FENCE.
 CA0770'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 CA0770'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0770
 CA0770                          STATION RECOVERY (1981)
 CA0770
 CA0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0770'RECOVERED IN GOOD CONDITION.
 CA0770
 CA0770                          STATION RECOVERY (1982)
 CA0770
 CA0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0770'RECOVERED IN GOOD CONDITION.
 CA0770
 CA0770                          STATION RECOVERY (1982)
 CA0770
 CA0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0770'1.2 KM (0.75 MI) NORTH ALONG U.S. HIGHWAY 190 AND 377 FROM THE COURT
 CA0770'HOUSE IN BRADY, THENCE 0.2 KM (0.1 MI) EAST ALONG U.S. HIGHWAY 190 SET
 CA0770'IN TOP OF A 6 BY 8 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 61.0
 CA0770'METERS (200.1 FT) WEST NORTHWEST OF THE NORTHWEST CORNER OF A MUTI-BOX
 CA0770'CULVERT, 26.3 METERS (86.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CA0770'AND 1.0 METER (33.0 FT) NORTH OF A FENCE.
 CA0770'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 CA0770'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0770
 CA0770                          STATION RECOVERY (1999)
 CA0770
 CA0770'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0770'RECOVERED IN GOOD CONDITION.
 CA0770
 CA0770                          STATION RECOVERY (2006)
 CA0770
 CA0770'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0770'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0079 ***********************************************************************
 DQ0079  DESIGNATION -  V 142
 DQ0079  PID         -  DQ0079
 DQ0079  STATE/COUNTY-  TX/TERRY
 DQ0079  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0079
 DQ0079                         *CURRENT SURVEY CONTROL
 DQ0079  ___________________________________________________________________
 DQ0079* NAD 83(1986)-  33 10 53.     (N)    102 17 01.     (W)     SCALED    
 DQ0079* NAVD 88     -      1009.908  (meters)    3313.34   (feet)  ADJUSTED  
 DQ0079  ___________________________________________________________________
 DQ0079  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 DQ0079  DYNAMIC HT  -        1008.563 (meters)    3308.93  (feet)  COMP
 DQ0079  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 DQ0079
 DQ0079  VERT ORDER  -  FIRST     CLASS II
 DQ0079
 DQ0079.The horizontal coordinates were scaled from a topographic map and have
 DQ0079.an estimated accuracy of +/- 6 seconds.
 DQ0079
 DQ0079.The orthometric height was determined by differential leveling
 DQ0079.and adjusted by the National Geodetic Survey in June 1991..
 DQ0079
 DQ0079.The geoid height was determined by GEOID03.
 DQ0079
 DQ0079.The dynamic height is computed by dividing the NAVD 88
 DQ0079.geopotential number by the normal gravity value computed on the
 DQ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0079.degrees latitude (g = 980.6199 gals.).
 DQ0079
 DQ0079.The modeled gravity was interpolated from observed gravity values.
 DQ0079
 DQ0079;                    North         East    Units  Estimated Accuracy
 DQ0079;SPC TXNC     - 2,174,320.      247,260.      MT  (+/- 180 meters Scaled)
 DQ0079
 DQ0079                          SUPERSEDED SURVEY CONTROL
 DQ0079
 DQ0079  NGVD 29 (??/??/92) 1009.550  (m)         3312.17   (f) ADJ UNCH    1 2
 DQ0079
 DQ0079.Superseded values are not recommended for survey control.
 DQ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0079.See file dsdata.txt to determine how the superseded data were derived.
 DQ0079
 DQ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS532746(NAD 83)
 DQ0079_MARKER: DB = BENCH MARK DISK
 DQ0079_SETTING: 0 = UNSPECIFIED SETTING
 DQ0079_STAMPING: V 142 1934
 DQ0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0079
 DQ0079  HISTORY     - Date     Condition        Report By
 DQ0079  HISTORY     - 1934     MONUMENTED       CGS
 DQ0079  HISTORY     - 1945     MARK NOT FOUND   NGS
 DQ0079
 DQ0079                          STATION DESCRIPTION
 DQ0079
 DQ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0079'IN BROWNFIELD.
 DQ0079'ALONG THE RIGHT OF WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE
 DQ0079'PANHANDLE AND SANTA FE RAILROAD, 0.7 MILE SOUTH OF MILE POLE 39, 115
 DQ0079'FEET WEST OF THE P. AND S.F. STATION AT BROWNFIELD, 77 FEET WEST OF
 DQ0079'THE WEST TRACK, 19 YARDS SOUTH OF CORNER OF FENCE AT END OF STREET, 1
 DQ0079'FOOT EAST OF RIGHT OF WAY FENCE.
 DQ0079
 DQ0079                          STATION RECOVERY (1945)
 DQ0079
 DQ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DQ0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1280 ***********************************************************************
 AE1280  DESIGNATION -  V 1420
 AE1280  PID         -  AE1280
 AE1280  STATE/COUNTY-  TX/STARR
 AE1280  USGS QUAD   -  LOS GARZAS (1980)
 AE1280
 AE1280                         *CURRENT SURVEY CONTROL
 AE1280  ___________________________________________________________________
 AE1280* NAD 83(1986)-  26 22 24.     (N)    098 52 31.     (W)     SCALED    
 AE1280* NAVD 88     -        52.220  (meters)     171.33   (feet)  ADJUSTED  
 AE1280  ___________________________________________________________________
 AE1280  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AE1280  DYNAMIC HT  -          52.134 (meters)     171.04  (feet)  COMP
 AE1280  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 AE1280
 AE1280  VERT ORDER  -  FIRST     CLASS II
 AE1280
 AE1280.The horizontal coordinates were scaled from a topographic map and have
 AE1280.an estimated accuracy of +/- 6 seconds.
 AE1280
 AE1280.The orthometric height was determined by differential leveling
 AE1280.and adjusted by the National Geodetic Survey in June 1991..
 AE1280
 AE1280.The geoid height was determined by GEOID03.
 AE1280
 AE1280.The dynamic height is computed by dividing the NAVD 88
 AE1280.geopotential number by the normal gravity value computed on the
 AE1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1280.degrees latitude (g = 980.6199 gals.).
 AE1280
 AE1280.The modeled gravity was interpolated from observed gravity values.
 AE1280
 AE1280;                    North         East    Units  Estimated Accuracy
 AE1280;SPC TX S     - 5,078,350.      262,550.      MT  (+/- 180 meters Scaled)
 AE1280
 AE1280                          SUPERSEDED SURVEY CONTROL
 AE1280
 AE1280.No superseded survey control is available for this station.
 AE1280
 AE1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ124170(NAD 83)
 AE1280_MARKER: I = METAL ROD
 AE1280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1280_SP_SET: STAINLESS STEEL ROD
 AE1280_STAMPING: V 1420 1981
 AE1280_MARK LOGO: NGS   
 AE1280_PROJECTION: FLUSH
 AE1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1280_ROD/PIPE-DEPTH: 9.8  meters
 AE1280
 AE1280  HISTORY     - Date     Condition        Report By
 AE1280  HISTORY     - 1981     MONUMENTED       NGS
 AE1280
 AE1280                          STATION DESCRIPTION
 AE1280
 AE1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1280'6.3 KM (3.9 MI) WNW FROM RIO GRANDE CITY.
 AE1280'6.3 KM (3.9 MI) WEST NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 AE1280'OF STATE ROUTE 755 NORTH IN RIO GRANDE CITY AT THE MIDDLE AND OUTSIDE
 AE1280'OF A LONG CURVE IN HIGHWAY AT THE FIRST POWERLINE POLE NORTHWEST OF A
 AE1280'POWERLINE POLE WITH TRANSFORMER AND POWERLINES CROSSING HIGHWAY, SET
 AE1280'BETWEEN TWO METAL WITNESS POSTS, 14.6 METERS (47.8 FT) SOUTHWEST OF
 AE1280'CENTER OF SOUTHEASTBOUND LANE, 0.30 METERS (1.0 FT) NORTHEAST OF A
 AE1280'FENCE LINE, AND 1.4 METERS (4.5 FT) NORTHWEST OF A SINGLE GUYED
 AE1280'POWERLINE POLE.
 AE1280'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AE1280'THE MARK IS 0.61 M BELOW HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1233 ***********************************************************************
 AE1233  DESIGNATION -  V 1421
 AE1233  PID         -  AE1233
 AE1233  STATE/COUNTY-  TX/HIDALGO
 AE1233  USGS QUAD   -  HIDALGO (1983)
 AE1233
 AE1233                         *CURRENT SURVEY CONTROL
 AE1233  ___________________________________________________________________
 AE1233* NAD 83(1986)-  26 06 19.     (N)    098 15 38.     (W)     SCALED    
 AE1233* NAVD 88     -        31.772  (meters)     104.24   (feet)  ADJUSTED  
 AE1233  ___________________________________________________________________
 AE1233  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE1233  DYNAMIC HT  -          31.719 (meters)     104.06  (feet)  COMP
 AE1233  MODELED GRAV-     978,975.1   (mgal)                       NAVD 88
 AE1233
 AE1233  VERT ORDER  -  FIRST     CLASS II
 AE1233
 AE1233.The horizontal coordinates were scaled from a topographic map and have
 AE1233.an estimated accuracy of +/- 6 seconds.
 AE1233
 AE1233.The orthometric height was determined by differential leveling
 AE1233.and adjusted by the National Geodetic Survey in June 1991..
 AE1233
 AE1233.The geoid height was determined by GEOID03.
 AE1233
 AE1233.The dynamic height is computed by dividing the NAVD 88
 AE1233.geopotential number by the normal gravity value computed on the
 AE1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1233.degrees latitude (g = 980.6199 gals.).
 AE1233
 AE1233.The modeled gravity was interpolated from observed gravity values.
 AE1233
 AE1233;                    North         East    Units  Estimated Accuracy
 AE1233;SPC TX S     - 5,048,620.      323,950.      MT  (+/- 180 meters Scaled)
 AE1233
 AE1233                          SUPERSEDED SURVEY CONTROL
 AE1233
 AE1233.No superseded survey control is available for this station.
 AE1233
 AE1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP739875(NAD 83)
 AE1233_MARKER: I = METAL ROD
 AE1233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1233_SP_SET: STAINLESS STEEL ROD
 AE1233_STAMPING: V 1421 1981
 AE1233_MARK LOGO: NGS   
 AE1233_PROJECTION: RECESSED 3 CENTIMETERS
 AE1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1233+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AE1233_ROD/PIPE-DEPTH: 11.0 meters
 AE1233
 AE1233  HISTORY     - Date     Condition        Report By
 AE1233  HISTORY     - 1981     MONUMENTED       NGS
 AE1233  HISTORY     - 20010604 GOOD             JCLS
 AE1233
 AE1233                          STATION DESCRIPTION
 AE1233
 AE1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1233'IN HIDALGO.
 AE1233'IN HIDALGO, AT THE CITY PARK, ACROSS FROM PRESENT U.S. POST OFFICE, AT
 AE1233'THE JUNCTION OF TEXANO DRIVE AND FIRST STREET, 68.6 METERS (225.0 FT)
 AE1233'NORTH OF THE CENTERLINE OF TEXANO DRIVE, 46.0 METERS (151.0 FT)
 AE1233'SOUTHEAST OF THE CENTER OF FIRST STREET, 9.7 METERS (31.9 FT) WEST OF
 AE1233'THE NORTHWEST CORNER OF A SOCIAL BUILDING, 10.8 METERS (35.4 FT) NORTH
 AE1233'OF THE NORTH NORTHWEST CORNER OF A SIDED BANDSTAND, 6.1 METERS
 AE1233'(20.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE TOWN OF HIDALGO
 AE1233'STONE MONUMENT, AND 12.3 METERS (40.4 FT) EAST OF A FLAGPOLE.
 AE1233
 AE1233                          STATION RECOVERY (2001)
 AE1233
 AE1233'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AE1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1110 ***********************************************************************
 AJ1110  DESIGNATION -  V 1422
 AJ1110  PID         -  AJ1110
 AJ1110  STATE/COUNTY-  TX/WEBB
 AJ1110  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ1110
 AJ1110                         *CURRENT SURVEY CONTROL
 AJ1110  ___________________________________________________________________
 AJ1110* NAD 83(1986)-  27 47 13.     (N)    099 27 17.     (W)     SCALED    
 AJ1110* NAVD 88     -       213.858  (meters)     701.63   (feet)  ADJUSTED  
 AJ1110  ___________________________________________________________________
 AJ1110  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AJ1110  DYNAMIC HT  -         213.524 (meters)     700.54  (feet)  COMP
 AJ1110  MODELED GRAV-     979,075.0   (mgal)                       NAVD 88
 AJ1110
 AJ1110  VERT ORDER  -  FIRST     CLASS II
 AJ1110
 AJ1110.The horizontal coordinates were scaled from a topographic map and have
 AJ1110.an estimated accuracy of +/- 6 seconds.
 AJ1110
 AJ1110.The orthometric height was determined by differential leveling
 AJ1110.and adjusted by the National Geodetic Survey in June 1991..
 AJ1110
 AJ1110.The geoid height was determined by GEOID03.
 AJ1110
 AJ1110.The dynamic height is computed by dividing the NAVD 88
 AJ1110.geopotential number by the normal gravity value computed on the
 AJ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1110.degrees latitude (g = 980.6199 gals.).
 AJ1110
 AJ1110.The modeled gravity was interpolated from observed gravity values.
 AJ1110
 AJ1110;                    North         East    Units  Estimated Accuracy
 AJ1110;SPC TX S     - 5,235,270.      205,910.      MT  (+/- 180 meters Scaled)
 AJ1110
 AJ1110                          SUPERSEDED SURVEY CONTROL
 AJ1110
 AJ1110.No superseded survey control is available for this station.
 AJ1110
 AJ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR552736(NAD 83)
 AJ1110_MARKER: I = METAL ROD
 AJ1110_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1110_SP_SET: STAINLESS STEEL ROD
 AJ1110_STAMPING: V 1422 1982
 AJ1110_MARK LOGO: NGS   
 AJ1110_PROJECTION: PROJECTING 5 CENTIMETERS
 AJ1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1110+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1110_ROD/PIPE-DEPTH: 3.4  meters
 AJ1110
 AJ1110  HISTORY     - Date     Condition        Report By
 AJ1110  HISTORY     - 1982     MONUMENTED       NGS
 AJ1110  HISTORY     - 20020409 GOOD             USPSQD
 AJ1110
 AJ1110                          STATION DESCRIPTION
 AJ1110
 AJ1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1110'3.6 KM (2.25 MI) NW FROM WEBB.
 AJ1110'1.6 KM (2.25 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1110'INTERSTATE 35 OVERPASS BRIDGE IN WEBB, ABOUT 122 METERS (400.0 FT)
 AJ1110'SOUTHWEST OF A BOX CULVERT UNDER HIGHWAY AND 0.08 KM (0.05 MI)
 AJ1110'NORTHWEST OF A SMALL BOX CULVERT UNDER HIGHWAY.  61.0 METERS
 AJ1110'(200.0 FT) SOUTHWEST OF CENTERLINE OF THE HIGHWAY, 3.3 METERS
 AJ1110'(10.5 FT) SOUTH SOUTHEAST OF CENTER OF A METAL GATE, 0.91 METERS
 AJ1110'(3.0 FT) SOUTH SOUTHEAST OF A METAL GATE POST, AND 0.30 METERS
 AJ1110'(1.0 FT) NORTHEAST OF A FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1110'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AJ1110'THE MARK IS 0.30 M ABOVE HIGHWAY.
 AJ1110
 AJ1110                          STATION RECOVERY (2002)
 AJ1110
 AJ1110'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0642 ***********************************************************************
 CC0642  DESIGNATION -  V 1426
 CC0642  PID         -  CC0642
 CC0642  STATE/COUNTY-  TX/PECOS
 CC0642  USGS QUAD   -  GIRVIN (1972)
 CC0642
 CC0642                         *CURRENT SURVEY CONTROL
 CC0642  ___________________________________________________________________
 CC0642* NAD 83(1986)-  31 01 44.     (N)    102 27 03.     (W)     SCALED    
 CC0642* NAVD 88     -       739.796  (meters)    2427.15   (feet)  ADJUSTED  
 CC0642  ___________________________________________________________________
 CC0642  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CC0642  DYNAMIC HT  -         738.744 (meters)    2423.70  (feet)  COMP
 CC0642  MODELED GRAV-     979,194.8   (mgal)                       NAVD 88
 CC0642
 CC0642  VERT ORDER  -  FIRST     CLASS II
 CC0642
 CC0642.The horizontal coordinates were scaled from a topographic map and have
 CC0642.an estimated accuracy of +/- 6 seconds.
 CC0642
 CC0642.The orthometric height was determined by differential leveling
 CC0642.and adjusted by the National Geodetic Survey in June 1991..
 CC0642
 CC0642.The geoid height was determined by GEOID03.
 CC0642
 CC0642.The dynamic height is computed by dividing the NAVD 88
 CC0642.geopotential number by the normal gravity value computed on the
 CC0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0642.degrees latitude (g = 980.6199 gals.).
 CC0642
 CC0642.The modeled gravity was interpolated from observed gravity values.
 CC0642
 CC0642;                    North         East    Units  Estimated Accuracy
 CC0642;SPC TX C     - 3,152,930.      497,870.      MT  (+/- 180 meters Scaled)
 CC0642
 CC0642                          SUPERSEDED SURVEY CONTROL
 CC0642
 CC0642.No superseded survey control is available for this station.
 CC0642
 CC0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ433355(NAD 83)
 CC0642_MARKER: I = METAL ROD
 CC0642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0642_SP_SET: STAINLESS STEEL ROD
 CC0642_STAMPING: V 1426 1981
 CC0642_MARK LOGO: NGS   
 CC0642_PROJECTION: FLUSH
 CC0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0642_ROD/PIPE-DEPTH: 4.6  meters
 CC0642
 CC0642  HISTORY     - Date     Condition        Report By
 CC0642  HISTORY     - 1981     MONUMENTED       NGS
 CC0642  HISTORY     - 20011021 POOR             TXDOT
 CC0642
 CC0642                          STATION DESCRIPTION
 CC0642
 CC0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0642'7.2 KM (4.45 MI) SW FROM GIRVIN.
 CC0642'7.2 KM (4.45 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0642'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, 0.5 KM (0.3 MI) SOUTHWEST OF
 CC0642'A SIDE ROAD LEADING SOUTH AND 22.7 METERS (74.5 FT) SOUTHEAST OF THE
 CC0642'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CC0642'A 5-INCH LOGO CAP.
 CC0642'THE MARK IS 0.5 METERS  NW FROM  A FENCE AND WITNESS POST
 CC0642'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0642
 CC0642                          STATION RECOVERY (2001)
 CC0642
 CC0642'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 CC0642'CONCRETE AROUND OUTER CASING HAS BEEN CRACKED BY HEAVY EQUIPMENT.
 CC0642'HINGED ACCESS COVER HAS ALSO BEEN DAMAGED. STEEL ROD APPEARS TO BE IN
 CC0642'GOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0666 ***********************************************************************
 CB0666  DESIGNATION -  V 1427
 CB0666  PID         -  CB0666
 CB0666  STATE/COUNTY-  TX/UPTON
 CB0666  USGS QUAD   -  RANKIN (1970)
 CB0666
 CB0666                         *CURRENT SURVEY CONTROL
 CB0666  ___________________________________________________________________
 CB0666* NAD 83(1986)-  31 11 34.     (N)    101 59 34.     (W)     SCALED    
 CB0666* NAVD 88     -       744.512  (meters)    2442.62   (feet)  ADJUSTED  
 CB0666  ___________________________________________________________________
 CB0666  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CB0666  DYNAMIC HT  -         743.432 (meters)    2439.08  (feet)  COMP
 CB0666  MODELED GRAV-     979,165.4   (mgal)                       NAVD 88
 CB0666
 CB0666  VERT ORDER  -  FIRST     CLASS II
 CB0666
 CB0666.The horizontal coordinates were scaled from a topographic map and have
 CB0666.an estimated accuracy of +/- 6 seconds.
 CB0666
 CB0666.The orthometric height was determined by differential leveling
 CB0666.and adjusted by the National Geodetic Survey in June 1991..
 CB0666
 CB0666.The geoid height was determined by GEOID03.
 CB0666
 CB0666.The dynamic height is computed by dividing the NAVD 88
 CB0666.geopotential number by the normal gravity value computed on the
 CB0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0666.degrees latitude (g = 980.6199 gals.).
 CB0666
 CB0666.The modeled gravity was interpolated from observed gravity values.
 CB0666
 CB0666;                    North         East    Units  Estimated Accuracy
 CB0666;SPC TX C     - 3,170,360.      541,860.      MT  (+/- 180 meters Scaled)
 CB0666
 CB0666                          SUPERSEDED SURVEY CONTROL
 CB0666
 CB0666.No superseded survey control is available for this station.
 CB0666
 CB0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV148548(NAD 83)
 CB0666_MARKER: I = METAL ROD
 CB0666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0666_SP_SET: STAINLESS STEEL ROD
 CB0666_STAMPING: V 1427 1981
 CB0666_MARK LOGO: NGS   
 CB0666_PROJECTION: FLUSH
 CB0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0666+STABILITY: POSITION/ELEVATION WELL
 CB0666_ROD/PIPE-DEPTH: 6.4  meters
 CB0666
 CB0666  HISTORY     - Date     Condition        Report By
 CB0666  HISTORY     - 1981     MONUMENTED       NGS
 CB0666
 CB0666                          STATION DESCRIPTION
 CB0666
 CB0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0666'6.1 KM (3.8 MI) SW FROM RANKIN.
 CB0666'6.1 KM (3.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0666'STATE HIGHWAY 349 IN RANKIN, 0.5 KM (0.3 MI) NORTHEAST OF STATE
 CB0666'HIGHWAY 349 SOUTH, 35.0 METERS (114.8 FT) SOUTH-SOUTHEAST OF THE
 CB0666'CENTERLINE OF THE HIGHWAY, 12.8 METERS (42.0 FT) NORTH-NORTHWEST OF
 CB0666'THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 1.4
 CB0666'METERS (4.6 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CB0666'POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0666'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CB0666'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0690 ***********************************************************************
 CB0690  DESIGNATION -  V 1428
 CB0690  PID         -  CB0690
 CB0690  STATE/COUNTY-  TX/REAGAN
 CB0690  USGS QUAD   -  BIG LAKE (1971)
 CB0690
 CB0690                         *CURRENT SURVEY CONTROL
 CB0690  ___________________________________________________________________
 CB0690* NAD 83(1986)-  31 11 50.     (N)    101 29 46.     (W)     SCALED    
 CB0690* NAVD 88     -       820.919  (meters)    2693.30   (feet)  ADJUSTED  
 CB0690  ___________________________________________________________________
 CB0690  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0690  DYNAMIC HT  -         819.722 (meters)    2689.37  (feet)  COMP
 CB0690  MODELED GRAV-     979,154.4   (mgal)                       NAVD 88
 CB0690
 CB0690  VERT ORDER  -  FIRST     CLASS II
 CB0690
 CB0690.The horizontal coordinates were scaled from a topographic map and have
 CB0690.an estimated accuracy of +/- 6 seconds.
 CB0690
 CB0690.The orthometric height was determined by differential leveling
 CB0690.and adjusted by the National Geodetic Survey in June 1991..
 CB0690
 CB0690.The geoid height was determined by GEOID03.
 CB0690
 CB0690.The dynamic height is computed by dividing the NAVD 88
 CB0690.geopotential number by the normal gravity value computed on the
 CB0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0690.degrees latitude (g = 980.6199 gals.).
 CB0690
 CB0690.The modeled gravity was interpolated from observed gravity values.
 CB0690
 CB0690;                    North         East    Units  Estimated Accuracy
 CB0690;SPC TX C     - 3,170,250.      589,190.      MT  (+/- 180 meters Scaled)
 CB0690
 CB0690                          SUPERSEDED SURVEY CONTROL
 CB0690
 CB0690.No superseded survey control is available for this station.
 CB0690
 CB0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV621541(NAD 83)
 CB0690_MARKER: I = METAL ROD
 CB0690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0690_SP_SET: STAINLESS STEEL ROD
 CB0690_STAMPING: V 1428 1981
 CB0690_MARK LOGO: NGS   
 CB0690_PROJECTION: FLUSH
 CB0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0690_ROD/PIPE-DEPTH: 3.4  meters
 CB0690
 CB0690  HISTORY     - Date     Condition        Report By
 CB0690  HISTORY     - 1981     MONUMENTED       NGS
 CB0690
 CB0690                          STATION DESCRIPTION
 CB0690
 CB0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0690'2.9 KM (1.8 MI) WEST FROM BIG LAKE.
 CB0690'2.9 KM (1.8 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0690'STATE HIGHWAY 137 IN BIG LAKE, 0.3 KM (0.2 MI) EAST OF A SIDE ROAD
 CB0690'LEADING SOUTH AND 18.0 METERS (59.1 FT) SOUTH-SOUTHWEST OF THE
 CB0690'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CB0690'A 5-INCH LOGO CAP.
 CB0690'THE MARK IS 0.4 METERS  NNE FROM  A WITNESS POST AND FENCE
 CB0690'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0742 ***********************************************************************
 CA0742  DESIGNATION -  V 1429
 CA0742  PID         -  CA0742
 CA0742  STATE/COUNTY-  TX/CONCHO
 CA0742  USGS QUAD   -  PASCHE (1970)
 CA0742
 CA0742                         *CURRENT SURVEY CONTROL
 CA0742  ___________________________________________________________________
 CA0742* NAD 83(1986)-  31 14 04.     (N)    099 41 58.     (W)     SCALED    
 CA0742* NAVD 88     -       596.930  (meters)    1958.43   (feet)  ADJUSTED  
 CA0742  ___________________________________________________________________
 CA0742  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CA0742  DYNAMIC HT  -         596.109 (meters)    1955.73  (feet)  COMP
 CA0742  MODELED GRAV-     979,246.5   (mgal)                       NAVD 88
 CA0742
 CA0742  VERT ORDER  -  FIRST     CLASS II
 CA0742
 CA0742.The horizontal coordinates were scaled from a topographic map and have
 CA0742.an estimated accuracy of +/- 6 seconds.
 CA0742
 CA0742.The orthometric height was determined by differential leveling
 CA0742.and adjusted by the National Geodetic Survey in June 1991..
 CA0742
 CA0742.The geoid height was determined by GEOID03.
 CA0742
 CA0742.The dynamic height is computed by dividing the NAVD 88
 CA0742.geopotential number by the normal gravity value computed on the
 CA0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0742.degrees latitude (g = 980.6199 gals.).
 CA0742
 CA0742.The modeled gravity was interpolated from observed gravity values.
 CA0742
 CA0742;                    North         East    Units  Estimated Accuracy
 CA0742;SPC TX C     - 3,173,970.      760,380.      MT  (+/- 180 meters Scaled)
 CA0742
 CA0742                          SUPERSEDED SURVEY CONTROL
 CA0742
 CA0742.No superseded survey control is available for this station.
 CA0742
 CA0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV333557(NAD 83)
 CA0742_MARKER: DB = BENCH MARK DISK
 CA0742_SETTING: 66 = SET IN ROCK OUTCROP
 CA0742_SP_SET: ROCK OUTCROP
 CA0742_STAMPING: V 1429 1981
 CA0742_MARK LOGO: NGS   
 CA0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0742+STABILITY: POSITION/ELEVATION WELL
 CA0742
 CA0742  HISTORY     - Date     Condition        Report By
 CA0742  HISTORY     - 1981     MONUMENTED       NGS
 CA0742  HISTORY     - 19970101 GOOD             TXDOT
 CA0742  HISTORY     - 19990219 GOOD             USPSQD
 CA0742  HISTORY     - 19991231 GOOD             USPSQD
 CA0742  HISTORY     - 20010219 GOOD             USPSQD
 CA0742
 CA0742                          STATION DESCRIPTION
 CA0742
 CA0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0742'14.4 KM (8.95 MI) SE FROM EDEN.
 CA0742'14.4 KM (8.95 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 87 FROM ITS
 CA0742'JUNCTION WITH U. S. HIGHWAY 83 IN EDEN, IN TOP CENTER OF A 4 BY 24 FT
 CA0742'EXPOSED AREA OF OUTCROPPING BEDROCK AT THE EAST END OF A HIGHWAY CUT,
 CA0742'66.8 METERS (219.2 FT) WEST OF THE EAST END OF THE CUT, 11.5 METERS
 CA0742'(37.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 4.3 METERS (14.1
 CA0742'FT) SOUTH OF A FENCE.
 CA0742'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CA0742'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 CA0742
 CA0742                          STATION RECOVERY (1997)
 CA0742
 CA0742'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 CA0742'V 1429 1981 IS GOOD.  DESCRIPTION AND -TO REACH- ARE ADEQUATE.
 CA0742
 CA0742                          STATION RECOVERY (1999)
 CA0742
 CA0742'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0742'RECOVERED IN GOOD CONDITION.
 CA0742
 CA0742                          STATION RECOVERY (1999)
 CA0742
 CA0742'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0742'RECOVERED IN GOOD CONDITION.
 CA0742
 CA0742                          STATION RECOVERY (2001)
 CA0742
 CA0742'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0125 ***********************************************************************
 CV0125  DESIGNATION -  V 143
 CV0125  PID         -  CV0125
 CV0125  STATE/COUNTY-  TX/ANDREWS
 CV0125  USGS QUAD   -  FLOREY (1971)
 CV0125
 CV0125                         *CURRENT SURVEY CONTROL
 CV0125  ___________________________________________________________________
 CV0125* NAD 83(1986)-  32 28 43.     (N)    102 35 58.     (W)     SCALED    
 CV0125* NAVD 88     -       970.018  (meters)    3182.47   (feet)  POSTED    
 CV0125  ___________________________________________________________________
 CV0125  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CV0125  DYNAMIC HT  -         968.690 (meters)    3178.11  (feet)  COMP
 CV0125  MODELED GRAV-     979,234.0   (mgal)                       NAVD 88
 CV0125
 CV0125  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0125
 CV0125.The horizontal coordinates were scaled from a topographic map and have
 CV0125.an estimated accuracy of +/- 6 seconds.
 CV0125
 CV0125.The orthometric height was determined by differential leveling
 CV0125.and adjusted by the National Geodetic Survey in 1992..
 CV0125.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0125.rate of 3.1 thru 4.0 mm/km.
 CV0125
 CV0125.The geoid height was determined by GEOID03.
 CV0125
 CV0125.The dynamic height is computed by dividing the NAVD 88
 CV0125.geopotential number by the normal gravity value computed on the
 CV0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0125.degrees latitude (g = 980.6199 gals.).
 CV0125
 CV0125.The modeled gravity was interpolated from observed gravity values.
 CV0125
 CV0125;                    North         East    Units  Estimated Accuracy
 CV0125;SPC TXNC     - 2,097,550.      214,780.      MT  (+/- 180 meters Scaled)
 CV0125
 CV0125                          SUPERSEDED SURVEY CONTROL
 CV0125
 CV0125  NGVD 29 (??/??/92)  969.638  (m)         3181.22   (f) ADJ UNCH    1 2
 CV0125
 CV0125.Superseded values are not recommended for survey control.
 CV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0125.See file dsdata.txt to determine how the superseded data were derived.
 CV0125
 CV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR255960(NAD 83)
 CV0125_MARKER: DB = BENCH MARK DISK
 CV0125_SETTING: 0 = UNSPECIFIED SETTING
 CV0125_STAMPING: V 143 1934
 CV0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0125
 CV0125  HISTORY     - Date     Condition        Report By
 CV0125  HISTORY     - 1934     MONUMENTED       CGS
 CV0125  HISTORY     - 1971     POOR             USGS
 CV0125
 CV0125                          STATION DESCRIPTION
 CV0125
 CV0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0125'11.0 MI N FROM ANDREWS.
 CV0125'11 MI. NORTH ALONG STATE HWY. NO. 137 FROM HIGH SCHOOL ON THE RIGHT OF
 CV0125'WAY OF STATE HWY. NO. 137, 3.2 MILES SOUTH OF ANDREWS - GAINES COUNTY
 CV0125'LINE, 84 YDS., SOUTH OF GATE TO PASTURE, 49 FEET WEST OF CENTER LINE
 CV0125'OF ROAD, AND 1 FOOT EAST OF RIGHT OF WAY FENCE.
 CV0125
 CV0125                          STATION RECOVERY (1971)
 CV0125
 CV0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CV0125'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0787 ***********************************************************************
 CB0787  DESIGNATION -  V 1430
 CB0787  PID         -  CB0787
 CB0787  STATE/COUNTY-  TX/CONCHO
 CB0787  USGS QUAD   -  VICK (1984)
 CB0787
 CB0787                         *CURRENT SURVEY CONTROL
 CB0787  ___________________________________________________________________
 CB0787* NAD 83(1986)-  31 19 38.     (N)    100 04 46.     (W)     SCALED    
 CB0787* NAVD 88     -       565.762  (meters)    1856.17   (feet)  ADJUSTED  
 CB0787  ___________________________________________________________________
 CB0787  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CB0787  DYNAMIC HT  -         564.987 (meters)    1853.63  (feet)  COMP
 CB0787  MODELED GRAV-     979,253.0   (mgal)                       NAVD 88
 CB0787
 CB0787  VERT ORDER  -  FIRST     CLASS II
 CB0787
 CB0787.The horizontal coordinates were scaled from a topographic map and have
 CB0787.an estimated accuracy of +/- 6 seconds.
 CB0787
 CB0787.The orthometric height was determined by differential leveling
 CB0787.and adjusted by the National Geodetic Survey in June 1991..
 CB0787
 CB0787.The geoid height was determined by GEOID03.
 CB0787
 CB0787.The dynamic height is computed by dividing the NAVD 88
 CB0787.geopotential number by the normal gravity value computed on the
 CB0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0787.degrees latitude (g = 980.6199 gals.).
 CB0787
 CB0787.The modeled gravity was interpolated from observed gravity values.
 CB0787
 CB0787;                    North         East    Units  Estimated Accuracy
 CB0787;SPC TX C     - 3,184,110.      724,160.      MT  (+/- 180 meters Scaled)
 CB0787
 CB0787                          SUPERSEDED SURVEY CONTROL
 CB0787
 CB0787.No superseded survey control is available for this station.
 CB0787
 CB0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV973663(NAD 83)
 CB0787_MARKER: I = METAL ROD
 CB0787_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0787+WITH SETTING: INFORMATION.
 CB0787_SP_SET: METAL ROD DRIVEN INTO GROUND
 CB0787_STAMPING: V 1430 1981
 CB0787_MARK LOGO: NGS   
 CB0787_PROJECTION: FLUSH
 CB0787_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0787_ROD/PIPE-DEPTH: 2.7  meters
 CB0787
 CB0787  HISTORY     - Date     Condition        Report By
 CB0787  HISTORY     - 1981     MONUMENTED       NGS
 CB0787  HISTORY     - 19830511 GOOD             NGS
 CB0787  HISTORY     - 19991231 GOOD             USPSQD
 CB0787
 CB0787                          STATION DESCRIPTION
 CB0787
 CB0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0787'27.9 KM (17.35 MI) NW FROM EDEN.
 CB0787'27.9 KM (17.35 MI) NORTHWEST ALONG U. S. HIGHWAY 87 FROM ITS JUNCTION
 CB0787'WITH U. S. HIGHWAY 83 IN EDEN, 0.2 KM (0.1 MI) NORTHWEST OF A GRAVELED
 CB0787'ROAD LEADING NORTH, 15.3 METERS (50.2 FT) SOUTHWEST OF THE CENTERLINE
 CB0787'OF THE HIGHWAY, 3.6 METERS (11.8 FT) SOUTHEAST OF A UTILITY POLE, 1.6
 CB0787'METERS (5.2 FT) NORTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER AND 1.5
 CB0787'METERS (4.9 FT) SOUTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 CB0787'POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0787'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CB0787'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CB0787
 CB0787                          STATION RECOVERY (1983)
 CB0787
 CB0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CB0787'RECOVERED IN GOOD CONDITION.
 CB0787
 CB0787                          STATION RECOVERY (1999)
 CB0787
 CB0787'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB1001 ***********************************************************************
 CB1001  DESIGNATION -  V 1430 RESET
 CB1001  PID         -  CB1001
 CB1001  STATE/COUNTY-  TX/CONCHO
 CB1001  USGS QUAD   -  VICK (1984)
 CB1001
 CB1001                         *CURRENT SURVEY CONTROL
 CB1001  ___________________________________________________________________
 CB1001* NAD 83(1986)-  31 19 38.     (N)    100 04 46.     (W)     SCALED    
 CB1001* NAVD 88     -       566.31   (meters)    1858.0    (feet)  RESET     
 CB1001  ___________________________________________________________________
 CB1001  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CB1001
 CB1001  VERT ORDER  -  THIRD
 CB1001
 CB1001.The horizontal coordinates were scaled from a topographic map and have
 CB1001.an estimated accuracy of +/- 6 seconds.
 CB1001
 CB1001.The orthometric height was computed from unverified reset data.
 CB1001
 CB1001.The geoid height was determined by GEOID03.
 CB1001
 CB1001;                    North         East    Units  Estimated Accuracy
 CB1001;SPC TX C     - 3,184,110.      724,160.      MT  (+/- 180 meters Scaled)
 CB1001
 CB1001                          SUPERSEDED SURVEY CONTROL
 CB1001
 CB1001.No superseded survey control is available for this station.
 CB1001
 CB1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV973663(NAD 83)
 CB1001_MARKER: DV = VERTICAL CONTROL DISK
 CB1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1001_SP_SET: CONCRETE POST
 CB1001_STAMPING: V 1430 RESET 1983
 CB1001_MARK LOGO: NGS   
 CB1001_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1001+STABILITY: SURFACE MOTION
 CB1001
 CB1001  HISTORY     - Date     Condition        Report By
 CB1001  HISTORY     - 1983     MONUMENTED       NGS
 CB1001
 CB1001                          STATION DESCRIPTION
 CB1001
 CB1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CB1001'27.9 KM (17.35 MI) NORTHWEST ALONG US HIGHWAY 87 FROM THE JUNCTION
 CB1001'WITH US HIGHWAY 83 IN EDEN, 0.2 KM (0.10 MI) NORTHWEST OF A GRAVEL
 CB1001'ROAD LEADING NORTHEAST, ON THE SOUTH RIGHT-OF-WAY, 38.1 M (125.0 FT)
 CB1001'SOUTH OF THE PROPOSED CENTER OF THE SOUTH BOUND LANE, 0.61 M
 CB1001'(2.00 FT) WEST OF A FENCE AND 0.43 M (1.41 FT) EAST OF A METAL
 CB1001'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0755 ***********************************************************************
 CB0755  DESIGNATION -  V 1431
 CB0755  PID         -  CB0755
 CB0755  STATE/COUNTY-  TX/TOM GREEN
 CB0755  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0755
 CB0755                         *CURRENT SURVEY CONTROL
 CB0755  ___________________________________________________________________
 CB0755* NAD 83(1986)-  31 25 00.     (N)    100 28 25.     (W)     SCALED    
 CB0755* NAVD 88     -       579.850  (meters)    1902.39   (feet)  ADJUSTED  
 CB0755  ___________________________________________________________________
 CB0755  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CB0755  DYNAMIC HT  -         579.055 (meters)    1899.78  (feet)  COMP
 CB0755  MODELED GRAV-     979,251.4   (mgal)                       NAVD 88
 CB0755
 CB0755  VERT ORDER  -  FIRST     CLASS II
 CB0755
 CB0755.The horizontal coordinates were scaled from a topographic map and have
 CB0755.an estimated accuracy of +/- 6 seconds.
 CB0755
 CB0755.The orthometric height was determined by differential leveling
 CB0755.and adjusted by the National Geodetic Survey in June 1991..
 CB0755
 CB0755.The geoid height was determined by GEOID03.
 CB0755
 CB0755.The dynamic height is computed by dividing the NAVD 88
 CB0755.geopotential number by the normal gravity value computed on the
 CB0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0755.degrees latitude (g = 980.6199 gals.).
 CB0755
 CB0755.The modeled gravity was interpolated from observed gravity values.
 CB0755
 CB0755;                    North         East    Units  Estimated Accuracy
 CB0755;SPC TX C     - 3,194,010.      686,660.      MT  (+/- 180 meters Scaled)
 CB0755
 CB0755                          SUPERSEDED SURVEY CONTROL
 CB0755
 CB0755.No superseded survey control is available for this station.
 CB0755
 CB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV599767(NAD 83)
 CB0755_MARKER: DB = BENCH MARK DISK
 CB0755_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0755_SP_SET: PIER
 CB0755_STAMPING: V 1431 1981
 CB0755_MARK LOGO: NGS   
 CB0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0755+STABILITY: POSITION/ELEVATION WELL
 CB0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB0755+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 CB0755
 CB0755  HISTORY     - Date     Condition        Report By
 CB0755  HISTORY     - 1981     MONUMENTED       NGS
 CB0755  HISTORY     - 20031127 GOOD             USPSQD
 CB0755  HISTORY     - 20050728 GOOD             USPSQD
 CB0755
 CB0755                          STATION DESCRIPTION
 CB0755
 CB0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0755'5.9 KM (3.65 MI) SW FROM SAN ANGELO.
 CB0755'5.5 KM (3.4 MI) SOUTHWESTRELY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CB0755'RAILROAD FROM THE STATION IN SAN ANGELO, THENCE 0.4 KM (0.25 MI)
 CB0755'NORTHWEST ALONG STATE HIGHWAY LOOP 306, AT THE KNICKERBOCKER STREET
 CB0755'OVERPASS, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST
 CB0755'NORTHWESTERLY ONE OF FIVE PIERS OF THE WEST BOUND LANES OF THE HIGHWAY
 CB0755'AND 10.6 METERS (34.8 FT) NORTHEAST OF THE CENTERLINE OF THE WEST
 CB0755'BOUND LANES OF THE HIGHWAY.
 CB0755'THE MARK IS 1.2 M ABOVE THE GROUND.
 CB0755
 CB0755                          STATION RECOVERY (2003)
 CB0755
 CB0755'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0755'RECOVERED IN GOOD CONDITION.
 CB0755
 CB0755                          STATION RECOVERY (2005)
 CB0755
 CB0755'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CB0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0508 ***********************************************************************
 AZ0508  DESIGNATION -  V 1432
 AZ0508  PID         -  AZ0508
 AZ0508  STATE/COUNTY-  TX/KINNEY
 AZ0508  USGS QUAD   -  ODLAW (1974)
 AZ0508
 AZ0508                         *CURRENT SURVEY CONTROL
 AZ0508  ___________________________________________________________________
 AZ0508* NAD 83(1986)-  29 14 09.     (N)    100 08 31.     (W)     SCALED    
 AZ0508* NAVD 88     -       317.986  (meters)    1043.26   (feet)  ADJUSTED  
 AZ0508  ___________________________________________________________________
 AZ0508  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0508  DYNAMIC HT  -         317.523 (meters)    1041.74  (feet)  COMP
 AZ0508  MODELED GRAV-     979,178.2   (mgal)                       NAVD 88
 AZ0508
 AZ0508  VERT ORDER  -  FIRST     CLASS II
 AZ0508
 AZ0508.The horizontal coordinates were scaled from a topographic map and have
 AZ0508.an estimated accuracy of +/- 6 seconds.
 AZ0508
 AZ0508.The orthometric height was determined by differential leveling
 AZ0508.and adjusted by the National Geodetic Survey in June 1991..
 AZ0508
 AZ0508.The geoid height was determined by GEOID03.
 AZ0508
 AZ0508.The dynamic height is computed by dividing the NAVD 88
 AZ0508.geopotential number by the normal gravity value computed on the
 AZ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0508.degrees latitude (g = 980.6199 gals.).
 AZ0508
 AZ0508.The modeled gravity was interpolated from observed gravity values.
 AZ0508
 AZ0508;                    North         East    Units  Estimated Accuracy
 AZ0508;SPC TXSC     - 4,155,980.      489,000.      MT  (+/- 180 meters Scaled)
 AZ0508
 AZ0508                          SUPERSEDED SURVEY CONTROL
 AZ0508
 AZ0508.No superseded survey control is available for this station.
 AZ0508
 AZ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT890346(NAD 83)
 AZ0508_MARKER: I = METAL ROD
 AZ0508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0508_SP_SET: STAINLESS STEEL ROD
 AZ0508_STAMPING: V 1432 1982
 AZ0508_MARK LOGO: NGS   
 AZ0508_PROJECTION: FLUSH
 AZ0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0508_ROD/PIPE-DEPTH: 4.9  meters
 AZ0508
 AZ0508  HISTORY     - Date     Condition        Report By
 AZ0508  HISTORY     - 1982     MONUMENTED       NGS
 AZ0508
 AZ0508                          STATION DESCRIPTION
 AZ0508
 AZ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0508'32.4 KM (20.1 MI) ENE FROM SPOFFORD.
 AZ0508'26.3 KM (16.3 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM THE
 AZ0508'JUNCTION OF STATE ROUTE 131 IN SPOFFORD, THENCE EAST ALONG U.S.
 AZ0508'HIGHWAY 90 FOR 6.1 KM (3.8 MI), AT A WOODEN GATE AND TRACK FIELD ROAD
 AZ0508'LEADING NORTH, ALSO 0.89 KM (0.55 MI) WEST OF THE CENTER OF U.S.
 AZ0508'HIGHWAY 90 OVERPASS BRIDGE OVER THE SOUTHERN PACIFIC RAILROAD,
 AZ0508'22.3 METERS (73.0 FT) NORTH OF CENTERLINE OF HIGHWAY, 14.3 METERS
 AZ0508'(47.0 FT) WEST OF A TRACK, AND 0.30 METERS (1.0 FT) SOUTH OF A FENCE
 AZ0508'LINE.
 AZ0508'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 AZ0508'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0517 ***********************************************************************
 AZ0517  DESIGNATION -  V 1433
 AZ0517  PID         -  AZ0517
 AZ0517  STATE/COUNTY-  TX/MAVERICK
 AZ0517  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0517
 AZ0517                         *CURRENT SURVEY CONTROL
 AZ0517  ___________________________________________________________________
 AZ0517* NAD 83(1986)-  29 04 18.     (N)    100 28 25.     (W)     SCALED    
 AZ0517* NAVD 88     -       295.541  (meters)     969.62   (feet)  ADJUSTED  
 AZ0517  ___________________________________________________________________
 AZ0517  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0517  DYNAMIC HT  -         295.107 (meters)     968.20  (feet)  COMP
 AZ0517  MODELED GRAV-     979,167.7   (mgal)                       NAVD 88
 AZ0517
 AZ0517  VERT ORDER  -  FIRST     CLASS II
 AZ0517
 AZ0517.The horizontal coordinates were scaled from a topographic map and have
 AZ0517.an estimated accuracy of +/- 6 seconds.
 AZ0517
 AZ0517.The orthometric height was determined by differential leveling
 AZ0517.and adjusted by the National Geodetic Survey in June 1991..
 AZ0517
 AZ0517.The geoid height was determined by GEOID03.
 AZ0517
 AZ0517.The dynamic height is computed by dividing the NAVD 88
 AZ0517.geopotential number by the normal gravity value computed on the
 AZ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0517.degrees latitude (g = 980.6199 gals.).
 AZ0517
 AZ0517.The modeled gravity was interpolated from observed gravity values.
 AZ0517
 AZ0517;                    North         East    Units  Estimated Accuracy
 AZ0517;SPC TXSC     - 4,138,140.      456,530.      MT  (+/- 180 meters Scaled)
 AZ0517
 AZ0517                          SUPERSEDED SURVEY CONTROL
 AZ0517
 AZ0517.No superseded survey control is available for this station.
 AZ0517
 AZ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT565168(NAD 83)
 AZ0517_MARKER: I = METAL ROD
 AZ0517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0517_SP_SET: STAINLESS STEEL ROD
 AZ0517_STAMPING: V 1433 1982
 AZ0517_MARK LOGO: NGS   
 AZ0517_PROJECTION: FLUSH
 AZ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0517_ROD/PIPE-DEPTH: 4.9  meters
 AZ0517
 AZ0517  HISTORY     - Date     Condition        Report By
 AZ0517  HISTORY     - 1982     MONUMENTED       NGS
 AZ0517
 AZ0517                          STATION DESCRIPTION
 AZ0517
 AZ0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0517'13.5 KM (8.35 MI) SSW FROM SPOFFORD.
 AZ0517'13.5 KM (8.35 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AZ0517'JUNCTION OF FARM ROAD 1572 IN SPOFFORD, AT A GRAVEL ROAD LEADING EAST
 AZ0517'SOUTHEAST, 18.2 METERS (59.8 FT) EAST SOUTHEAST OF THE CENTERLINE OF
 AZ0517'THE HIGHWAY, 4.6 METERS (15.2 FT) SOUTH SOUTHWEST OF A METAL GATE AND
 AZ0517'A GRAVEL ROAD, AND 0.30 METERS (1.0 FT) NORTHWEST OF A FENCE LINE,
 AZ0517'NOTE, ROD DRIVEN TO REFUSAL.
 AZ0517'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AZ0517'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1625 ***********************************************************************
 AY1625  DESIGNATION -  V 1434
 AY1625  PID         -  AY1625
 AY1625  STATE/COUNTY-  TX/MEDINA
 AY1625  USGS QUAD   -  CASTROVILLE (1982)
 AY1625
 AY1625                         *CURRENT SURVEY CONTROL
 AY1625  ___________________________________________________________________
 AY1625* NAD 83(1986)-  29 20 54.     (N)    098 53 43.     (W)     SCALED    
 AY1625* NAVD 88     -       286.919  (meters)     941.33   (feet)  ADJUSTED  
 AY1625  ___________________________________________________________________
 AY1625  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AY1625  DYNAMIC HT  -         286.504 (meters)     939.97  (feet)  COMP
 AY1625  MODELED GRAV-     979,191.8   (mgal)                       NAVD 88
 AY1625
 AY1625  VERT ORDER  -  FIRST     CLASS II
 AY1625
 AY1625.The horizontal coordinates were scaled from a topographic map and have
 AY1625.an estimated accuracy of +/- 6 seconds.
 AY1625
 AY1625.The orthometric height was determined by differential leveling
 AY1625.and adjusted by the National Geodetic Survey in June 1991..
 AY1625
 AY1625.The geoid height was determined by GEOID03.
 AY1625
 AY1625.The dynamic height is computed by dividing the NAVD 88
 AY1625.geopotential number by the normal gravity value computed on the
 AY1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1625.degrees latitude (g = 980.6199 gals.).
 AY1625
 AY1625.The modeled gravity was interpolated from observed gravity values.
 AY1625
 AY1625;                    North         East    Units  Estimated Accuracy
 AY1625;SPC TXSC     - 4,167,910.      610,170.      MT  (+/- 180 meters Scaled)
 AY1625
 AY1625                          SUPERSEDED SURVEY CONTROL
 AY1625
 AY1625.No superseded survey control is available for this station.
 AY1625
 AY1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT101465(NAD 83)
 AY1625_MARKER: I = METAL ROD
 AY1625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1625_SP_SET: STAINLESS STEEL ROD
 AY1625_STAMPING: V 1434 1982
 AY1625_MARK LOGO: NGS   
 AY1625_PROJECTION: FLUSH
 AY1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1625_ROD/PIPE-DEPTH: 1.5  meters
 AY1625
 AY1625  HISTORY     - Date     Condition        Report By
 AY1625  HISTORY     - 1982     MONUMENTED       NGS
 AY1625  HISTORY     - 19970211 GOOD             USPSQD
 AY1625  HISTORY     - 20020913 GOOD             USPSQD
 AY1625
 AY1625                          STATION DESCRIPTION
 AY1625
 AY1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1625'1.8 KM (2.9 MI) WEST FROM CASTROVILLE.
 AY1625'2.9 KM (1.8 MI) WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1625'ROAD 471 NORTH IN CASTROVILLE, SET ACROSS THE HIGHWAY FROM A REST AREA
 AY1625'AT THE CORNER OF A CHAINLINK FENCE, 27.8 METERS (91.5 FT) SOUTHEAST OF
 AY1625'CENTERLINE OF THE HIGHWAY, 0.7 METER (2.3 FT) NORTH NORTHEAST OF A
 AY1625'WOODEN CORNER FENCE POST, 0.7 METER (2.3 FT) NORTH NORTHEAST OF A
 AY1625'METAL CORNER FENCE POST, 0.3 METER (1.0 FT) NORTHWEST OF A FENCE, AND
 AY1625'21.4 METERS (70.5 FT) EAST SOUTHEAST OF THE CENTER OF THE SOUTH
 AY1625'SOUTHEAST HEADWALL OF A CONCRETE CULVERT.  NOTE, ROD DRIVEN TO
 AY1625'REFUSAL.
 AY1625'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AY1625'THE MARK IS 1.5 M ABOVE HIGHWAY.
 AY1625
 AY1625                          STATION RECOVERY (1997)
 AY1625
 AY1625'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1625'RECOVERED IN GOOD CONDITION.
 AY1625
 AY1625                          STATION RECOVERY (2002)
 AY1625
 AY1625'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1214 ***********************************************************************
 AB1214  DESIGNATION -  V 1435
 AB1214  PID         -  AB1214
 AB1214  STATE/COUNTY-  TX/CAMERON
 AB1214  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1214
 AB1214                         *CURRENT SURVEY CONTROL
 AB1214  ___________________________________________________________________
 AB1214* NAD 83(1993)-  26 05 27.74993(N)    097 20 56.34852(W)     ADJUSTED  
 AB1214* NAVD 88     -         2.609  (meters)       8.56   (feet)  ADJUSTED  
 AB1214  ___________________________________________________________________
 AB1214  X           -    -733,179.221 (meters)                     COMP
 AB1214  Y           -  -5,684,791.916 (meters)                     COMP
 AB1214  Z           -   2,788,115.691 (meters)                     COMP
 AB1214  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AB1214  ELLIP HEIGHT-         -18.92  (meters)          (02/16/96) GPS OBS
 AB1214  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AB1214  DYNAMIC HT  -           2.605 (meters)       8.55  (feet)  COMP
 AB1214  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 AB1214
 AB1214  HORZ ORDER  -  THIRD
 AB1214  VERT ORDER  -  FIRST     CLASS II
 AB1214  ELLP ORDER  -  FIFTH     CLASS I
 AB1214
 AB1214.The horizontal coordinates were established by GPS observations
 AB1214.and adjusted by the National Geodetic Survey in February 1996..
 AB1214
 AB1214.The orthometric height was determined by differential leveling
 AB1214.and adjusted by the National Geodetic Survey in June 1991..
 AB1214
 AB1214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1214
 AB1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1214
 AB1214.The ellipsoidal height was determined by GPS observations
 AB1214.and is referenced to NAD 83.
 AB1214
 AB1214.The geoid height was determined by GEOID03.
 AB1214
 AB1214.The dynamic height is computed by dividing the NAVD 88
 AB1214.geopotential number by the normal gravity value computed on the
 AB1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1214.degrees latitude (g = 980.6199 gals.).
 AB1214
 AB1214.The modeled gravity was interpolated from observed gravity values.
 AB1214
 AB1214;                    North         East     Units Scale Factor Converg.
 AB1214;SPC TX S     - 5,047,544.079   415,148.648   MT  1.00001991   +0 31 21.2
 AB1214;SPC TX S     -16,560,150.87  1,362,033.52   sFT  1.00001991   +0 31 21.2
 AB1214;UTM  14      - 2,886,812.646   665,116.204   MT  0.99993663   +0 43 34.6
 AB1214
 AB1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1214!SPC TX S     -   1.00000297  x   1.00001991  =   1.00002288
 AB1214!UTM  14      -   1.00000297  x   0.99993663  =   0.99993960
 AB1214
 AB1214                          SUPERSEDED SURVEY CONTROL
 AB1214
 AB1214  NAD 83(1986)-  26 05 27.76218(N)    097 20 56.30614(W) AD(       ) 3
 AB1214  NAD 27      -  26 05 26.54921(N)    097 20 55.45548(W) AD(       ) 3
 AB1214  NGVD 29 (12/08/88)    2.71   (m)            8.9    (f) LEVELING    3  
 AB1214
 AB1214.Superseded values are not recommended for survey control.
 AB1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1214.See file dsdata.txt to determine how the superseded data were derived.
 AB1214
 AB1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6511686813(NAD 83)
 AB1214_MARKER: I = METAL ROD
 AB1214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1214_SP_SET: STAINLESS STEEL ROD
 AB1214_STAMPING: V 1435 1982
 AB1214_MARK LOGO: NGS   
 AB1214_PROJECTION: FLUSH
 AB1214_MAGNETIC: I = MARKER IS A STEEL ROD
 AB1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1214+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1988
 AB1214_ROD/PIPE-DEPTH: 8.5  meters
 AB1214
 AB1214  HISTORY     - Date     Condition        Report By
 AB1214  HISTORY     - 1982     MONUMENTED       NGS
 AB1214  HISTORY     - 19880402 GOOD             NGS
 AB1214
 AB1214                          STATION DESCRIPTION
 AB1214
 AB1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1214'15.3 KM (9.55 MI) WEST FROM PORT ISABEL.
 AB1214'15.3 KM (9.55 MI) WEST ALONG STATE HIGHWAY 100 FROM THE OLD PORT
 AB1214'ISABEL LIGHTHOUSE, IN PORT ISABEL AT A SIDE DIRT ROAD LEADING NORTH,
 AB1214'60.5 METERS (198.5 FT) NORTH OF THE CENTERLINE OF HIGHWAY 100,
 AB1214'12.8 METERS (42.0 FT) WEST OF THE CENTER OF THE DIRT ROAD, 46.9 METERS
 AB1214'(154.0 FT) SOUTH OF THE CENTER OF A METAL GATE WHICH LEADS WEST
 AB1214'BETWEEN TWO POWERLINE POLES, 1.5 METERS (5.0 FT) SOUTHWEST OF A
 AB1214'POWERLINE POLE WITH A TRANSFORMER, 27.1 METERS (89.0 FT) WEST
 AB1214'NORTHWEST AND ACROSS THE DIRT ROAD FROM A SMALL POWERLINE POLE, AND
 AB1214'0.46 METERS (1.5 FT) EAST OF A NORTH SOUTH FENCE LINE.
 AB1214'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AB1214'THE MARK IS ABOVE LEVEL WITH DIRT ROAD.
 AB1214
 AB1214                          STATION RECOVERY (1988)
 AB1214
 AB1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AB1214'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AB1214'DESCRIBED BY R.D.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0541 ***********************************************************************
 AZ0541  DESIGNATION -  V 1436
 AZ0541  PID         -  AZ0541
 AZ0541  STATE/COUNTY-  TX/KINNEY
 AZ0541  USGS QUAD   -  STANDART (1979)
 AZ0541
 AZ0541                         *CURRENT SURVEY CONTROL
 AZ0541  ___________________________________________________________________
 AZ0541* NAD 83(1986)-  29 15 10.     (N)    100 32 29.     (W)     SCALED    
 AZ0541* NAVD 88     -       320.072  (meters)    1050.10   (feet)  ADJUSTED  
 AZ0541  ___________________________________________________________________
 AZ0541  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 AZ0541  DYNAMIC HT  -         319.602 (meters)    1048.56  (feet)  COMP
 AZ0541  MODELED GRAV-     979,167.8   (mgal)                       NAVD 88
 AZ0541
 AZ0541  VERT ORDER  -  FIRST     CLASS II
 AZ0541
 AZ0541.The horizontal coordinates were scaled from a topographic map and have
 AZ0541.an estimated accuracy of +/- 6 seconds.
 AZ0541
 AZ0541.The orthometric height was determined by differential leveling
 AZ0541.and adjusted by the National Geodetic Survey in June 1991..
 AZ0541
 AZ0541.The geoid height was determined by GEOID03.
 AZ0541
 AZ0541.The dynamic height is computed by dividing the NAVD 88
 AZ0541.geopotential number by the normal gravity value computed on the
 AZ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0541.degrees latitude (g = 980.6199 gals.).
 AZ0541
 AZ0541.The modeled gravity was interpolated from observed gravity values.
 AZ0541
 AZ0541;                    North         East    Units  Estimated Accuracy
 AZ0541;SPC TXSC     - 4,158,300.      450,200.      MT  (+/- 180 meters Scaled)
 AZ0541
 AZ0541                          SUPERSEDED SURVEY CONTROL
 AZ0541
 AZ0541.No superseded survey control is available for this station.
 AZ0541
 AZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT502369(NAD 83)
 AZ0541_MARKER: I = METAL ROD
 AZ0541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0541_SP_SET: STAINLESS STEEL ROD
 AZ0541_STAMPING: V 1436 1982
 AZ0541_MARK LOGO: NGS   
 AZ0541_PROJECTION: RECESSED 4 CENTIMETERS
 AZ0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0541_ROD/PIPE-DEPTH: 3.0  meters
 AZ0541
 AZ0541  HISTORY     - Date     Condition        Report By
 AZ0541  HISTORY     - 1982     MONUMENTED       NGS
 AZ0541  HISTORY     - 19960223 GOOD             USPSQD
 AZ0541
 AZ0541                          STATION DESCRIPTION
 AZ0541
 AZ0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0541'16.0 KM (10.0 MI) NW FROM SPOFFORD.
 AZ0541'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0541'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 11.8 KM (7.35 MI) NORTHWEST
 AZ0541'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0541'RAILROAD TRACKS TO A RAILROAD CROSSING, THENCE 4.0 KM (2.5 MI)
 AZ0541'NORTHWEST ALONG THE GRAVELED ROAD ON THE NORTHEAST SIDE OF THE
 AZ0541'SOUTHERN PACIFIC RAILROAD TRACKS AT A RAILROAD BOX AND SIGNAL NUMBER
 AZ0541'3511, IS 1.2 KM (0.75 MI) NORTHWEST OF THE JUNCTION OF FARM ROAD 693,
 AZ0541'14.7 METERS (48.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN
 AZ0541'PACIFIC RAILROAD TRACKS, 10.7 METERS (35.5 FT) NORTH NORTHEAST OF THE
 AZ0541'CENTER OF THE DOUBLE DOORS OF THE SIGNAL BOX NUMBER 3511, 6.1 METERS
 AZ0541'(20.5 FT) SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, AND 0.6 METER
 AZ0541'(2.0 FT) SOUTHEAST OF A POWERLINE POLE WITH A METAL ATTACHED.  NOTE,
 AZ0541'ROD ANCHORED AT THIS DEPTH.
 AZ0541'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AZ0541'THE MARK IS 0.15 M BELOW GRAVELED ROAD.
 AZ0541
 AZ0541                          STATION RECOVERY (1996)
 AZ0541
 AZ0541'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1673 ***********************************************************************
 AY1673  DESIGNATION -  V 1437
 AY1673  PID         -  AY1673
 AY1673  STATE/COUNTY-  TX/BEXAR
 AY1673  USGS QUAD   -  VAN RAUB (1991)
 AY1673
 AY1673                         *CURRENT SURVEY CONTROL
 AY1673  ___________________________________________________________________
 AY1673* NAD 83(1986)-  29 43 28.     (N)    098 40 15.     (W)     SCALED    
 AY1673* NAVD 88     -       433.447  (meters)    1422.07   (feet)  ADJUSTED  
 AY1673  ___________________________________________________________________
 AY1673  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AY1673  DYNAMIC HT  -         432.815 (meters)    1419.99  (feet)  COMP
 AY1673  MODELED GRAV-     979,170.4   (mgal)                       NAVD 88
 AY1673
 AY1673  VERT ORDER  -  FIRST     CLASS II
 AY1673
 AY1673.The horizontal coordinates were scaled from a topographic map and have
 AY1673.an estimated accuracy of +/- 6 seconds.
 AY1673
 AY1673.The orthometric height was determined by differential leveling
 AY1673.and adjusted by the National Geodetic Survey in June 1991..
 AY1673
 AY1673.The geoid height was determined by GEOID03.
 AY1673
 AY1673.The dynamic height is computed by dividing the NAVD 88
 AY1673.geopotential number by the normal gravity value computed on the
 AY1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1673.degrees latitude (g = 980.6199 gals.).
 AY1673
 AY1673.The modeled gravity was interpolated from observed gravity values.
 AY1673
 AY1673;                    North         East    Units  Estimated Accuracy
 AY1673;SPC TXSC     - 4,209,630.      631,840.      MT  (+/- 180 meters Scaled)
 AY1673
 AY1673                          SUPERSEDED SURVEY CONTROL
 AY1673
 AY1673.No superseded survey control is available for this station.
 AY1673
 AY1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT318882(NAD 83)
 AY1673_MARKER: I = METAL ROD
 AY1673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1673_SP_SET: STAINLESS STEEL ROD
 AY1673_STAMPING: V 1437 1982
 AY1673_MARK LOGO: NGS   
 AY1673_PROJECTION: FLUSH
 AY1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1673+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 AY1673_ROD/PIPE-DEPTH: 1.5  meters
 AY1673
 AY1673  HISTORY     - Date     Condition        Report By
 AY1673  HISTORY     - 1982     MONUMENTED       NGS
 AY1673  HISTORY     - 1990     GOOD             USPSQD
 AY1673  HISTORY     - 20040325 GOOD             GEOCAC
 AY1673
 AY1673                          STATION DESCRIPTION
 AY1673
 AY1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1673'9.7 KM (6.05 MI) SE FROM BOERNE.
 AY1673'2.6 KM (1.65 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87
 AY1673'FROM THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 7.1 KM
 AY1673'(4.4 MI) SOUTHEAST ALONG EAST FRONTAGE ROAD, AT POWERLINE POLE NUMBER
 AY1673'8 ON THE EAST SIDE OF FRONTAGE ROAD, THE POWERLINE CROSSES INTERSTATE
 AY1673'HIGHWAY 10 AT POWERLINE POLE NUMBER 8, 10.8 METERS (35.5 FT)
 AY1673'NORTHEAST OF THE CENTERLINE OF FRONTAGE ROAD, 6.4 METERS (21.1 FT)
 AY1673'SOUTHEAST OF POWERLINE POLE NUMBER 8 WITH 2 GUY WIRES TO THE SOUTH,
 AY1673'4.5 METERS (15.0 FT) NORTHWEST OF THE GUY WIRE ANCHOR.  NOTE, ROD WAS
 AY1673'DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH, 2 WITNESS POSTS WERE SET
 AY1673'BY THE MARK, NORTHWEST AND SOUTHEAST 0.3 METER (1.0 FT) EACH.
 AY1673'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AY1673'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
 AY1673
 AY1673                          STATION RECOVERY (1990)
 AY1673
 AY1673'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1673'RECOVERED IN GOOD CONDITION.
 AY1673
 AY1673                          STATION RECOVERY (2004)
 AY1673
 AY1673'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AY1673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0523 ***********************************************************************
 AO0523  DESIGNATION -  V 1438
 AO0523  PID         -  AO0523
 AO0523  STATE/COUNTY-  TX/DIMMIT
 AO0523  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0523
 AO0523                         *CURRENT SURVEY CONTROL
 AO0523  ___________________________________________________________________
 AO0523* NAD 83(1986)-  28 36 26.     (N)    099 56 04.     (W)     SCALED    
 AO0523* NAVD 88     -       193.377  (meters)     634.44   (feet)  ADJUSTED  
 AO0523  ___________________________________________________________________
 AO0523  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AO0523  DYNAMIC HT  -         193.090 (meters)     633.50  (feet)  COMP
 AO0523  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 AO0523
 AO0523  VERT ORDER  -  FIRST     CLASS II
 AO0523
 AO0523.The horizontal coordinates were scaled from a topographic map and have
 AO0523.an estimated accuracy of +/- 6 seconds.
 AO0523
 AO0523.The orthometric height was determined by differential leveling
 AO0523.and adjusted by the National Geodetic Survey in June 1991..
 AO0523
 AO0523.The geoid height was determined by GEOID03.
 AO0523
 AO0523.The dynamic height is computed by dividing the NAVD 88
 AO0523.geopotential number by the normal gravity value computed on the
 AO0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0523.degrees latitude (g = 980.6199 gals.).
 AO0523
 AO0523.The modeled gravity was interpolated from observed gravity values.
 AO0523
 AO0523;                    North         East    Units  Estimated Accuracy
 AO0523;SPC TXSC     - 4,086,140.      508,610.      MT  (+/- 180 meters Scaled)
 AO0523
 AO0523                          SUPERSEDED SURVEY CONTROL
 AO0523
 AO0523.No superseded survey control is available for this station.
 AO0523
 AO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS086648(NAD 83)
 AO0523_MARKER: I = METAL ROD
 AO0523_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0523+WITH SETTING: INFORMATION.
 AO0523_SP_SET: SHALLOW SET METAL ROD
 AO0523_STAMPING: V 1438 1982
 AO0523_MARK LOGO: NGS   
 AO0523_PROJECTION: FLUSH
 AO0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0523_ROD/PIPE-DEPTH: 2.1  meters
 AO0523
 AO0523  HISTORY     - Date     Condition        Report By
 AO0523  HISTORY     - 1982     MONUMENTED       NGS
 AO0523  HISTORY     - 19970621 GOOD             USPSQD
 AO0523
 AO0523                          STATION DESCRIPTION
 AO0523
 AO0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0523'12.3 KM (7.65 MI) NW FROM CARRIZO SPRINGS.
 AO0523'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0523'SPRINGS, THENCE 12.3 KM (7.65 MI) NORTHWEST ALONG U.S. HIGHWAY 277 AT
 AO0523'A PRIVATE ROAD LEADING SOUTHWEST TO THE 510 RANCH, 24.0 METERS
 AO0523'(79.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.9 METERS
 AO0523'(59.0 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX, 14.6 METERS (48.0 FT)
 AO0523'NORTHWEST OF CENTER OF STEEL GATE, 14.6 METERS (48.0 FT) NORTHWEST OF
 AO0523'CENTERLINE OF PRIVATE ROAD TO RANCH, 12.5 METERS (41.0 FT) WEST
 AO0523'SOUTHWEST OF CENTER OF NORTHWEST END OF CONCRETE CULVERT UNDER PRIVATE
 AO0523'ROAD, 1.2 METERS (4.0 FT) NORTHWEST OF TELEPHONE POLE, AND 0.5 METER
 AO0523'(1.5 FT) NORTHEAST OF FENCE LINE, NOTE, ROD DRIVEN TO REFUSAL.
 AO0523'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 AO0523'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0523
 AO0523                          STATION RECOVERY (1997)
 AO0523
 AO0523'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0159 ***********************************************************************
 AP0159  DESIGNATION -  V 1439
 AP0159  PID         -  AP0159
 AP0159  STATE/COUNTY-  TX/KINNEY
 AP0159  USGS QUAD   -  QUEMADO SE (1974)
 AP0159
 AP0159                         *CURRENT SURVEY CONTROL
 AP0159  ___________________________________________________________________
 AP0159* NAD 83(1993)-  28 52 18.94032(N)    100 31 25.67870(W)     ADJUSTED  
 AP0159* NAVD 88     -       269.586  (meters)     884.47   (feet)  ADJUSTED  
 AP0159  ___________________________________________________________________
 AP0159  X           -  -1,020,965.407 (meters)                     COMP
 AP0159  Y           -  -5,495,894.890 (meters)                     COMP
 AP0159  Z           -   3,061,597.622 (meters)                     COMP
 AP0159  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AP0159  ELLIP HEIGHT-         246.84  (meters)          (05/20/03) GPS OBS
 AP0159  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AP0159  DYNAMIC HT  -         269.188 (meters)     883.16  (feet)  COMP
 AP0159  MODELED GRAV-     979,159.6   (mgal)                       NAVD 88
 AP0159
 AP0159  HORZ ORDER  -  FIRST
 AP0159  VERT ORDER  -  FIRST     CLASS II
 AP0159  ELLP ORDER  -  THIRD     CLASS I
 AP0159
 AP0159.The horizontal coordinates were established by GPS observations
 AP0159.and adjusted by the National Geodetic Survey in May 2003..
 AP0159
 AP0159.The orthometric height was determined by differential leveling
 AP0159.and adjusted by the National Geodetic Survey in June 1991..
 AP0159
 AP0159.Photographs are available for this station.
 AP0159
 AP0159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AP0159
 AP0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0159
 AP0159.The ellipsoidal height was determined by GPS observations
 AP0159.and is referenced to NAD 83.
 AP0159
 AP0159.The geoid height was determined by GEOID03.
 AP0159
 AP0159.The dynamic height is computed by dividing the NAVD 88
 AP0159.geopotential number by the normal gravity value computed on the
 AP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0159.degrees latitude (g = 980.6199 gals.).
 AP0159
 AP0159.The modeled gravity was interpolated from observed gravity values.
 AP0159
 AP0159;                    North         East     Units Scale Factor Converg.
 AP0159;SPC TXSC     - 4,116,073.367   451,359.689   MT  0.99989566   -0 44 47.5
 AP0159;SPC TXSC     -13,504,150.70  1,480,835.91   sFT  0.99989566   -0 44 47.5
 AP0159;UTM  14      - 3,194,750.798   351,390.018   MT  0.99987254   -0 44 09.3
 AP0159
 AP0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0159!SPC TXSC     -   0.99996123  x   0.99989566  =   0.99985689
 AP0159!UTM  14      -   0.99996123  x   0.99987254  =   0.99983378
 AP0159
 AP0159                          SUPERSEDED SURVEY CONTROL
 AP0159
 AP0159  NAVD 88 (05/20/03)  269.59   (m)          884.5    (f) LEVELING    3  
 AP0159
 AP0159.Superseded values are not recommended for survey control.
 AP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0159.See file dsdata.txt to determine how the superseded data were derived.
 AP0159
 AP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5139094751(NAD 83)
 AP0159_MARKER: F = FLANGE-ENCASED ROD
 AP0159_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AP0159_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AP0159_STAMPING: V 1439 1982
 AP0159_MARK LOGO: NGS   
 AP0159_PROJECTION: FLUSH
 AP0159_MAGNETIC: I = MARKER IS A STEEL ROD
 AP0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AP0159+STABILITY: POSITION/ELEVATION WELL
 AP0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AP0159+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 AP0159_ROD/PIPE-DEPTH: 8.4  meters
 AP0159_SLEEVE-DEPTH  : 6.9 meters
 AP0159
 AP0159  HISTORY     - Date     Condition        Report By
 AP0159  HISTORY     - 1982     MONUMENTED       NGS
 AP0159  HISTORY     - 20030403 GOOD             NGS
 AP0159
 AP0159                          STATION DESCRIPTION
 AP0159
 AP0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0159'21.8 KM (13.55 MI) NORT FROM EAGLE PASS.
 AP0159'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE AT
 AP0159'EAGLE PASS, THENCE 19.1 KM (11.85 MI) NORTH ALONG CEYLON STREET AND
 AP0159'U.S. HIGHWAY 277, THENCE 2.5 KM (1.55 MI) WEST ALONG STATE HIGHWAY
 AP0159'131, SET ACROSS THE STATE HIGHWAY FROM A 3.4 METERS (11.0 FT) BY
 AP0159'4.0 METERS (13.0 FT) TELEPHONE SUBSTATION BUILDING ON THE PROPERTY OF
 AP0159'ADOBE OIL AND GAS CORPORATION, BURR ESTATE LEASE, 16.8 METERS
 AP0159'(55.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 131, 49.7 METERS
 AP0159'(163.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING,
 AP0159'33.8 METERS (111.0 FT) NORTH OF THE CENTER OF A GATE AT A PASTURE, AND
 AP0159'1.1 METERS (3.5 FT) EAST OF A NORTH SOUTH FENCE LINE.
 AP0159'THE MARK IS 3.5 METERS  E FROM A WITNESS POST.
 AP0159'THE MARK IS 0.6 M BELOW HIGHWAY.
 AP0159
 AP0159                          STATION RECOVERY (2003)
 AP0159
 AP0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DH)
 AP0159'RECOVERED IN GOOD CONDITION,
 AP0159' 
 AP0159' 
 AP0159'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1641 ***********************************************************************
 AY1641  DESIGNATION -  V 1440
 AY1641  PID         -  AY1641
 AY1641  STATE/COUNTY-  TX/BEXAR
 AY1641  USGS QUAD   -  CULEBRA HILL (1993)
 AY1641
 AY1641                         *CURRENT SURVEY CONTROL
 AY1641  ___________________________________________________________________
 AY1641* NAD 83(1986)-  29 24 13.     (N)    098 37 43.     (W)     SCALED    
 AY1641* NAVD 88     -       228.705  (meters)     750.34   (feet)  ADJUSTED  
 AY1641  ___________________________________________________________________
 AY1641  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AY1641  DYNAMIC HT  -         228.373 (meters)     749.25  (feet)  COMP
 AY1641  MODELED GRAV-     979,186.9   (mgal)                       NAVD 88
 AY1641
 AY1641  VERT ORDER  -  FIRST     CLASS II
 AY1641
 AY1641.The horizontal coordinates were scaled from a topographic map and have
 AY1641.an estimated accuracy of +/- 6 seconds.
 AY1641
 AY1641.The orthometric height was determined by differential leveling
 AY1641.and adjusted by the National Geodetic Survey in June 1991..
 AY1641
 AY1641.The geoid height was determined by GEOID03.
 AY1641
 AY1641.The dynamic height is computed by dividing the NAVD 88
 AY1641.geopotential number by the normal gravity value computed on the
 AY1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1641.degrees latitude (g = 980.6199 gals.).
 AY1641
 AY1641.The modeled gravity was interpolated from observed gravity values.
 AY1641
 AY1641;                    North         East    Units  Estimated Accuracy
 AY1641;SPC TXSC     - 4,174,090.      636,040.      MT  (+/- 180 meters Scaled)
 AY1641
 AY1641                          SUPERSEDED SURVEY CONTROL
 AY1641
 AY1641.No superseded survey control is available for this station.
 AY1641
 AY1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT360527(NAD 83)
 AY1641_MARKER: I = METAL ROD
 AY1641_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1641_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1641_STAMPING: V 1440 1982
 AY1641_MARK LOGO: NGS   
 AY1641_PROJECTION: FLUSH
 AY1641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1641+STABILITY: POSITION/ELEVATION WELL
 AY1641_ROD/PIPE-DEPTH: 13.4 meters
 AY1641_SLEEVE-DEPTH  : 9.1 meters
 AY1641
 AY1641  HISTORY     - Date     Condition        Report By
 AY1641  HISTORY     - 1982     MONUMENTED       NGS
 AY1641  HISTORY     - 19990617 GOOD             USPSQD
 AY1641
 AY1641                          STATION DESCRIPTION
 AY1641
 AY1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1641'IN SAN ANTONIO.
 AY1641'IN SAN ANTONIO, THE WEST EDGE OF CITY, NEAR THE JUNCTION OF U.S.
 AY1641'HIGHWAY 90 AND MILITARY DRIVE WEST, SET IN THE LAWN BY FLAGPOLE AT THE
 AY1641'LACKLAND NATIONAL BANK IN SAN ANTONIO, LOCATED AT 6810 MILITARY DRIVE,
 AY1641'AND ALSO ABOUT 0.2 KM (0.1 MI) NORTHWEST OF U.S. HIGHWAY 90 WEST,
 AY1641'29.8 METERS (98.0 FT) NORTHEAST OF THE CENTERLINE OF MILITARY DRIVE,
 AY1641'24.0 METERS (79.0 FT) SOUTHWEST OF THE CENTER OF TWO DOORS AT THE MAIN
 AY1641'ENTRANCE TO THE BANK, 9.1 METERS (30.0 FT) EAST NORTHEAST OF THE EAST
 AY1641'LEG OF THE BANK SIGN, 20.4 METERS (67.0 FT) SOUTH SOUTHWEST OF THE
 AY1641'SOUTHWEST CORNER OF THE BANK BUILDING, 6.7 METERS (22.0 FT) SOUTH
 AY1641'SOUTHWEST OF THE FLAGPOLE, AND 27.9 METERS (91.5 FT) NORTH AND ACROSS
 AY1641'BANK PARKING LOT, A METAL PIPE SUPPORTING A WORLD WIDE REALTY SIGN.
 AY1641'THE MARK IS 0.3 M ABOVE STREET.
 AY1641
 AY1641                          STATION RECOVERY (1999)
 AY1641
 AY1641'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0562 ***********************************************************************
 BN0562  DESIGNATION -  V 1441
 BN0562  PID         -  BN0562
 BN0562  STATE/COUNTY-  TX/MASON
 BN0562  USGS QUAD   -  PURDY HILL (1979)
 BN0562
 BN0562                         *CURRENT SURVEY CONTROL
 BN0562  ___________________________________________________________________
 BN0562* NAD 83(1986)-  30 45 03.     (N)    099 14 18.     (W)     SCALED    
 BN0562* NAVD 88     -       480.763  (meters)    1577.30   (feet)  ADJUSTED  
 BN0562  ___________________________________________________________________
 BN0562  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BN0562  DYNAMIC HT  -         480.108 (meters)    1575.15  (feet)  COMP
 BN0562  MODELED GRAV-     979,264.0   (mgal)                       NAVD 88
 BN0562
 BN0562  VERT ORDER  -  FIRST     CLASS II
 BN0562
 BN0562.The horizontal coordinates were scaled from a topographic map and have
 BN0562.an estimated accuracy of +/- 6 seconds.
 BN0562
 BN0562.The orthometric height was determined by differential leveling
 BN0562.and adjusted by the National Geodetic Survey in June 1991..
 BN0562
 BN0562.The geoid height was determined by GEOID03.
 BN0562
 BN0562.The dynamic height is computed by dividing the NAVD 88
 BN0562.geopotential number by the normal gravity value computed on the
 BN0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0562.degrees latitude (g = 980.6199 gals.).
 BN0562
 BN0562.The modeled gravity was interpolated from observed gravity values.
 BN0562
 BN0562;                    North         East    Units  Estimated Accuracy
 BN0562;SPC TX C     - 3,120,700.      804,840.      MT  (+/- 180 meters Scaled)
 BN0562
 BN0562                          SUPERSEDED SURVEY CONTROL
 BN0562
 BN0562.No superseded survey control is available for this station.
 BN0562
 BN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV771020(NAD 83)
 BN0562_MARKER: I = METAL ROD
 BN0562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0562+WITH SETTING: INFORMATION.
 BN0562_SP_SET: SHALLOW SET METAL ROD
 BN0562_STAMPING: V 1441 1982
 BN0562_MARK LOGO: NGS   
 BN0562_PROJECTION: FLUSH
 BN0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0562+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0562_ROD/PIPE-DEPTH: 1.3  meters
 BN0562
 BN0562  HISTORY     - Date     Condition        Report By
 BN0562  HISTORY     - 1982     MONUMENTED       NGS
 BN0562  HISTORY     - 19960212 GOOD             USPSQD
 BN0562  HISTORY     - 20060318 GOOD             USPSQD
 BN0562
 BN0562                          STATION DESCRIPTION
 BN0562
 BN0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0562'IN MASON.
 BN0562'IN MASON, SET AT THE ST. JOSEPH CATHOLIC CHURCH, AT THE CORNER OF B
 BN0562'AVENUE AND CHURCH STREET, IN THE NORTHEAST CORNER OF CHURCH PROPERTY,
 BN0562'43.5 METERS (143.0 FT) EAST NORTHEAST OF CENTER OF TWO DOORS TO THE
 BN0562'CHURCH, 17.0 METERS (56.0 FT) WEST OF THE CENTER OF B AVENUE,
 BN0562'10.0 METERS (33.0 FT) SOUTH OF THE CENTER OF CHURCH STREET,
 BN0562'10.3 METERS (34.0 FT) EAST OF THE CENTER OF THE DRIVEWAY TO THE
 BN0562'CHURCH, 6.7 METERS (22.0 FT) WEST OF THE EAST WALL AROUND CHURCH
 BN0562'PROPERTY, AND 1.3 METERS (4.3 FT) SOUTH OF THE NORTH WALL AROUND
 BN0562'CHURCH PROPERTY, NOTE, ROD DRIVEN TO REFUSAL.
 BN0562'THE MARK IS 3.0 M ABOVE HIGHWAY.
 BN0562
 BN0562                          STATION RECOVERY (1996)
 BN0562
 BN0562'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0562'RECOVERED IN GOOD CONDITION.
 BN0562
 BN0562                          STATION RECOVERY (2006)
 BN0562
 BN0562'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0562'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0718 ***********************************************************************
 CB0718  DESIGNATION -  V 1442
 CB0718  PID         -  CB0718
 CB0718  STATE/COUNTY-  TX/IRION
 CB0718  USGS QUAD   -  SUGGS (1971)
 CB0718
 CB0718                         *CURRENT SURVEY CONTROL
 CB0718  ___________________________________________________________________
 CB0718* NAD 83(1986)-  31 07 18.     (N)    101 04 18.     (W)     SCALED    
 CB0718* NAVD 88     -       753.746  (meters)    2472.91   (feet)  ADJUSTED  
 CB0718  ___________________________________________________________________
 CB0718  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CB0718  DYNAMIC HT  -         752.665 (meters)    2469.37  (feet)  COMP
 CB0718  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 CB0718
 CB0718  VERT ORDER  -  FIRST     CLASS II
 CB0718
 CB0718.The horizontal coordinates were scaled from a topographic map and have
 CB0718.an estimated accuracy of +/- 6 seconds.
 CB0718
 CB0718.The orthometric height was determined by differential leveling
 CB0718.and adjusted by the National Geodetic Survey in June 1991..
 CB0718
 CB0718.The geoid height was determined by GEOID03.
 CB0718
 CB0718.The dynamic height is computed by dividing the NAVD 88
 CB0718.geopotential number by the normal gravity value computed on the
 CB0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0718.degrees latitude (g = 980.6199 gals.).
 CB0718
 CB0718.The modeled gravity was interpolated from observed gravity values.
 CB0718
 CB0718;                    North         East    Units  Estimated Accuracy
 CB0718;SPC TX C     - 3,161,530.      629,580.      MT  (+/- 180 meters Scaled)
 CB0718
 CB0718                          SUPERSEDED SURVEY CONTROL
 CB0718
 CB0718.No superseded survey control is available for this station.
 CB0718
 CB0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV024449(NAD 83)
 CB0718_MARKER: I = METAL ROD
 CB0718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0718_SP_SET: STAINLESS STEEL ROD
 CB0718_STAMPING: V 1442 1981
 CB0718_MARK LOGO: NGS   
 CB0718_PROJECTION: FLUSH
 CB0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0718_ROD/PIPE-DEPTH: 3.7  meters
 CB0718
 CB0718  HISTORY     - Date     Condition        Report By
 CB0718  HISTORY     - 1981     MONUMENTED       NGS
 CB0718
 CB0718                          STATION DESCRIPTION
 CB0718
 CB0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0718'31.9 KM (19.8 MI) SW FROM MERTZON.
 CB0718'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0718'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0718'67, THENCE 20.8 KM (12.9 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0718'AND SANTA FE RAILROAD, 12.8 METERS (42.0 FT) NORTH-NORTHEAST OF THE
 CB0718'NEAR RAIL, 12.4 METERS (40.7 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 CB0718'DIRT ROAD AND 1.4 METERS (4.6 FT) WEST-NORTHWEST OF A UTILITY POLE.
 CB0718'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0718'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0464 ***********************************************************************
 AZ0464  DESIGNATION -  V 1443
 AZ0464  PID         -  AZ0464
 AZ0464  STATE/COUNTY-  TX/VAL VERDE
 AZ0464  USGS QUAD   -  MIERS RANCH (1972)
 AZ0464
 AZ0464                         *CURRENT SURVEY CONTROL
 AZ0464  ___________________________________________________________________
 AZ0464* NAD 83(1986)-  29 41 30.     (N)    100 50 28.     (W)     SCALED    
 AZ0464* NAVD 88     -       516.045  (meters)    1693.06   (feet)  ADJUSTED  
 AZ0464  ___________________________________________________________________
 AZ0464  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0464  DYNAMIC HT  -         515.283 (meters)    1690.56  (feet)  COMP
 AZ0464  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 AZ0464
 AZ0464  VERT ORDER  -  FIRST     CLASS II
 AZ0464
 AZ0464.The horizontal coordinates were scaled from a topographic map and have
 AZ0464.an estimated accuracy of +/- 6 seconds.
 AZ0464
 AZ0464.The orthometric height was determined by differential leveling
 AZ0464.and adjusted by the National Geodetic Survey in June 1991..
 AZ0464
 AZ0464.The geoid height was determined by GEOID03.
 AZ0464
 AZ0464.The dynamic height is computed by dividing the NAVD 88
 AZ0464.geopotential number by the normal gravity value computed on the
 AZ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0464.degrees latitude (g = 980.6199 gals.).
 AZ0464
 AZ0464.The modeled gravity was interpolated from observed gravity values.
 AZ0464
 AZ0464;                    North         East    Units  Estimated Accuracy
 AZ0464;SPC TXSC     - 4,207,360.      421,840.      MT  (+/- 180 meters Scaled)
 AZ0464
 AZ0464                          SUPERSEDED SURVEY CONTROL
 AZ0464
 AZ0464.No superseded survey control is available for this station.
 AZ0464
 AZ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT218860(NAD 83)
 AZ0464_MARKER: DB = BENCH MARK DISK
 AZ0464_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0464_SP_SET: ROCK OUTCROP
 AZ0464_STAMPING: V 1443 1981
 AZ0464_MARK LOGO: NGS   
 AZ0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0464+STABILITY: POSITION/ELEVATION WELL
 AZ0464
 AZ0464  HISTORY     - Date     Condition        Report By
 AZ0464  HISTORY     - 1981     MONUMENTED       NGS
 AZ0464  HISTORY     - 19990525 GOOD             USPSQD
 AZ0464
 AZ0464                          STATION DESCRIPTION
 AZ0464
 AZ0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0464'31.2 KM (19.4 MI) NORTH FROM DEL RIO.
 AZ0464'31.2 KM (19.4 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0464'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN A 3 BY
 AZ0464'6 FT EXPOSED AREA OF OUTCROPPING BEDROCK AT A POWERLINE CROSSING, 13.3
 AZ0464'METERS (43.6 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.4
 AZ0464'METERS (37.4 FT) SOUTH-SOUTHEAST OF A UTILITY POLE AND 9.3 METERS
 AZ0464'(30.5 FT) SOUTHEAST OF A FENCE.
 AZ0464'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 AZ0464'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AZ0464
 AZ0464                          STATION RECOVERY (1999)
 AZ0464
 AZ0464'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0404 ***********************************************************************
 BO0404  DESIGNATION -  V 1444
 BO0404  PID         -  BO0404
 BO0404  STATE/COUNTY-  TX/EDWARDS
 BO0404  USGS QUAD   -  RAY LAKE SW (1987)
 BO0404
 BO0404                         *CURRENT SURVEY CONTROL
 BO0404  ___________________________________________________________________
 BO0404* NAD 83(1986)-  30 00 34.     (N)    100 26 03.     (W)     SCALED    
 BO0404* NAVD 88     -       659.567  (meters)    2163.93   (feet)  ADJUSTED  
 BO0404  ___________________________________________________________________
 BO0404  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 BO0404  DYNAMIC HT  -         658.587 (meters)    2160.71  (feet)  COMP
 BO0404  MODELED GRAV-     979,135.7   (mgal)                       NAVD 88
 BO0404
 BO0404  VERT ORDER  -  FIRST     CLASS II
 BO0404
 BO0404.The horizontal coordinates were scaled from a topographic map and have
 BO0404.an estimated accuracy of +/- 6 seconds.
 BO0404
 BO0404.The orthometric height was determined by differential leveling
 BO0404.and adjusted by the National Geodetic Survey in June 1991..
 BO0404
 BO0404.The geoid height was determined by GEOID03.
 BO0404
 BO0404.The dynamic height is computed by dividing the NAVD 88
 BO0404.geopotential number by the normal gravity value computed on the
 BO0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0404.degrees latitude (g = 980.6199 gals.).
 BO0404
 BO0404.The modeled gravity was interpolated from observed gravity values.
 BO0404
 BO0404;                    North         East    Units  Estimated Accuracy
 BO0404;SPC TXSC     - 4,242,020.      461,650.      MT  (+/- 180 meters Scaled)
 BO0404
 BO0404                          SUPERSEDED SURVEY CONTROL
 BO0404
 BO0404.No superseded survey control is available for this station.
 BO0404
 BO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU616206(NAD 83)
 BO0404_MARKER: DB = BENCH MARK DISK
 BO0404_SETTING: 66 = SET IN ROCK OUTCROP
 BO0404_SP_SET: ROCK OUTCROP
 BO0404_STAMPING: V 1444 1981
 BO0404_MARK LOGO: NGS   
 BO0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0404+STABILITY: POSITION/ELEVATION WELL
 BO0404
 BO0404  HISTORY     - Date     Condition        Report By
 BO0404  HISTORY     - 1981     MONUMENTED       NGS
 BO0404
 BO0404                          STATION DESCRIPTION
 BO0404
 BO0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0404'22.8 KM (14.15 MI) SW FROM ROCKSPRINGS.
 BO0404'22.8 KM (14.15 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0404'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 6 BY 6 FT EXPOSED
 BO0404'AREA OF OUTCROPPING BEDROCK, 18.1 METERS (59.4 FT) NORTH-NORTHWEST OF
 BO0404'THE CENTERLINE OF THE HIGHWAY AND 0.6 METER (2.0 FT) SOUTH-SOUTHEAST
 BO0404'OF A FENCE.
 BO0404'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 BO0404'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0418 ***********************************************************************
 BN0418  DESIGNATION -  V 1445
 BN0418  PID         -  BN0418
 BN0418  STATE/COUNTY-  TX/EDWARDS
 BN0418  USGS QUAD   -  BRADFORD CREEK (1971)
 BN0418
 BN0418                         *CURRENT SURVEY CONTROL
 BN0418  ___________________________________________________________________
 BN0418* NAD 83(1986)-  30 14 09.     (N)    099 58 52.     (W)     SCALED    
 BN0418* NAVD 88     -       607.135  (meters)    1991.91   (feet)  ADJUSTED  
 BN0418  ___________________________________________________________________
 BN0418  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BN0418  DYNAMIC HT  -         606.250 (meters)    1989.01  (feet)  COMP
 BN0418  MODELED GRAV-     979,165.4   (mgal)                       NAVD 88
 BN0418
 BN0418  VERT ORDER  -  FIRST     CLASS II
 BN0418
 BN0418.The horizontal coordinates were scaled from a topographic map and have
 BN0418.an estimated accuracy of +/- 6 seconds.
 BN0418
 BN0418.The orthometric height was determined by differential leveling
 BN0418.and adjusted by the National Geodetic Survey in June 1991..
 BN0418
 BN0418.The geoid height was determined by GEOID03.
 BN0418
 BN0418.The dynamic height is computed by dividing the NAVD 88
 BN0418.geopotential number by the normal gravity value computed on the
 BN0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0418.degrees latitude (g = 980.6199 gals.).
 BN0418
 BN0418.The modeled gravity was interpolated from observed gravity values.
 BN0418
 BN0418;                    North         East    Units  Estimated Accuracy
 BN0418;SPC TXSC     - 4,266,670.      505,560.      MT  (+/- 180 meters Scaled)
 BN0418
 BN0418                          SUPERSEDED SURVEY CONTROL
 BN0418
 BN0418.No superseded survey control is available for this station.
 BN0418
 BN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU055453(NAD 83)
 BN0418_MARKER: DB = BENCH MARK DISK
 BN0418_SETTING: 66 = SET IN ROCK OUTCROP
 BN0418_SP_SET: ROCK OUTCROP
 BN0418_STAMPING: V 1445 1981
 BN0418_MARK LOGO: NGS   
 BN0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0418+STABILITY: POSITION/ELEVATION WELL
 BN0418
 BN0418  HISTORY     - Date     Condition        Report By
 BN0418  HISTORY     - 1981     MONUMENTED       NGS
 BN0418
 BN0418                          STATION DESCRIPTION
 BN0418
 BN0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0418'35.3 KM (21.95 MI) NE FROM ROCKSPRINGS.
 BN0418'35.3 KM (21.95 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BN0418'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 2 BY 8 FT EXPOSED
 BN0418'AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) SOUTHWEST OF A SIDE ROAD
 BN0418'LEADING NORTH, 9.5 METERS (31.2 FT) SOUTH-SOUTHEAST OF A FENCE AND 8.3
 BN0418'METERS (27.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BN0418'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 BN0418'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0739 ***********************************************************************
 CB0739  DESIGNATION -  V 1446
 CB0739  PID         -  CB0739
 CB0739  STATE/COUNTY-  TX/IRION
 CB0739  USGS QUAD   -  TANKERSLEY (1984)
 CB0739
 CB0739                         *CURRENT SURVEY CONTROL
 CB0739  ___________________________________________________________________
 CB0739* NAD 83(1986)-  31 20 33.     (N)    100 42 27.     (W)     SCALED    
 CB0739* NAVD 88     -       628.127  (meters)    2060.78   (feet)  ADJUSTED  
 CB0739  ___________________________________________________________________
 CB0739  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CB0739  DYNAMIC HT  -         627.261 (meters)    2057.94  (feet)  COMP
 CB0739  MODELED GRAV-     979,240.5   (mgal)                       NAVD 88
 CB0739
 CB0739  VERT ORDER  -  FIRST     CLASS II
 CB0739
 CB0739.The horizontal coordinates were scaled from a topographic map and have
 CB0739.an estimated accuracy of +/- 6 seconds.
 CB0739
 CB0739.The orthometric height was determined by differential leveling
 CB0739.and adjusted by the National Geodetic Survey in June 1991..
 CB0739
 CB0739.The geoid height was determined by GEOID03.
 CB0739
 CB0739.The dynamic height is computed by dividing the NAVD 88
 CB0739.geopotential number by the normal gravity value computed on the
 CB0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0739.degrees latitude (g = 980.6199 gals.).
 CB0739
 CB0739.The modeled gravity was interpolated from observed gravity values.
 CB0739
 CB0739;                    North         East    Units  Estimated Accuracy
 CB0739;SPC TX C     - 3,185,840.      664,400.      MT  (+/- 180 meters Scaled)
 CB0739
 CB0739                          SUPERSEDED SURVEY CONTROL
 CB0739
 CB0739.No superseded survey control is available for this station.
 CB0739
 CB0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV375688(NAD 83)
 CB0739_MARKER: I = METAL ROD
 CB0739_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0739_SP_SET: STAINLESS STEEL ROD
 CB0739_STAMPING: V 1446 1981
 CB0739_MARK LOGO: NGS   
 CB0739_PROJECTION: FLUSH
 CB0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0739_ROD/PIPE-DEPTH: 3.4  meters
 CB0739
 CB0739  HISTORY     - Date     Condition        Report By
 CB0739  HISTORY     - 1981     MONUMENTED       NGS
 CB0739
 CB0739                          STATION DESCRIPTION
 CB0739
 CB0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0739'15.4 KM (9.55 MI) NE FROM MERTZON.
 CB0739'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0739'MERTZON, THENCE 15.3 KM (9.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 67,
 CB0739'AT A POWERLINE CROSSING, 17.4 METERS (57.1 FT) SOUTH-SOUTHEAST OF THE
 CB0739'CENTERLINE OF THE HIGHWAY, 12.5 METERS (41.0 FT) NORTH-NORTHWEST OF
 CB0739'THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 1.0
 CB0739'METER (3.3 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO DATUM POINT IS
 CB0739'THROUGH A 5-INCH LOGO CAP.
 CB0739'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CB0739'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0771 ***********************************************************************
 CA0771  DESIGNATION -  V 1447
 CA0771  PID         -  CA0771
 CA0771  STATE/COUNTY-  TX/MCCULLOCH
 CA0771  USGS QUAD   -  NEEDLE CREEK (1970)
 CA0771
 CA0771                         *CURRENT SURVEY CONTROL
 CA0771  ___________________________________________________________________
 CA0771* NAD 83(1986)-  31 00 04.     (N)    099 32 34.     (W)     SCALED    
 CA0771* NAVD 88     -       582.509  (meters)    1911.11   (feet)  ADJUSTED  
 CA0771  ___________________________________________________________________
 CA0771  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CA0771  DYNAMIC HT  -         581.713 (meters)    1908.50  (feet)  COMP
 CA0771  MODELED GRAV-     979,255.1   (mgal)                       NAVD 88
 CA0771
 CA0771  VERT ORDER  -  FIRST     CLASS II
 CA0771
 CA0771.The horizontal coordinates were scaled from a topographic map and have
 CA0771.an estimated accuracy of +/- 6 seconds.
 CA0771
 CA0771.The orthometric height was determined by differential leveling
 CA0771.and adjusted by the National Geodetic Survey in June 1991..
 CA0771
 CA0771.The geoid height was determined by GEOID03.
 CA0771
 CA0771.The dynamic height is computed by dividing the NAVD 88
 CA0771.geopotential number by the normal gravity value computed on the
 CA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0771.degrees latitude (g = 980.6199 gals.).
 CA0771
 CA0771.The modeled gravity was interpolated from observed gravity values.
 CA0771
 CA0771;                    North         East    Units  Estimated Accuracy
 CA0771;SPC TX C     - 3,148,200.      775,490.      MT  (+/- 180 meters Scaled)
 CA0771
 CA0771                          SUPERSEDED SURVEY CONTROL
 CA0771
 CA0771.No superseded survey control is available for this station.
 CA0771
 CA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV481298(NAD 83)
 CA0771_MARKER: I = METAL ROD
 CA0771_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0771+WITH SETTING: INFORMATION.
 CA0771_SP_SET: SHALLOW SET METAL ROD
 CA0771_STAMPING: V 1447 1981
 CA0771_MARK LOGO: NGS   
 CA0771_PROJECTION: FLUSH
 CA0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0771_ROD/PIPE-DEPTH: 2.1  meters
 CA0771
 CA0771  HISTORY     - Date     Condition        Report By
 CA0771  HISTORY     - 1981     MONUMENTED       NGS
 CA0771
 CA0771                          STATION DESCRIPTION
 CA0771
 CA0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0771'24.0 KM (14.9 MI) NE FROM MENARD.
 CA0771'24.0 KM (14.9 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 CA0771'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, 69.5 METERS
 CA0771'(228.0 FT) EAST OF THE NORTHEAST END OF A CULVERT, 18.0 METERS (59.1
 CA0771'FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.3 METER
 CA0771'(1.0 FT) NORTH-NORTHWEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 7.0
 CA0771'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0771'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 CA0771'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0472 ***********************************************************************
 BN0472  DESIGNATION -  V 1448
 BN0472  PID         -  BN0472
 BN0472  STATE/COUNTY-  TX/MENARD
 BN0472  USGS QUAD   -  MENARD (1987)
 BN0472
 BN0472                         *CURRENT SURVEY CONTROL
 BN0472  ___________________________________________________________________
 BN0472* NAD 83(1986)-  30 52 52.     (N)    099 45 52.     (W)     SCALED    
 BN0472* NAVD 88     -       642.556  (meters)    2108.12   (feet)  ADJUSTED  
 BN0472  ___________________________________________________________________
 BN0472  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BN0472  DYNAMIC HT  -         641.658 (meters)    2105.17  (feet)  COMP
 BN0472  MODELED GRAV-     979,222.9   (mgal)                       NAVD 88
 BN0472
 BN0472  VERT ORDER  -  FIRST     CLASS II
 BN0472
 BN0472.The horizontal coordinates were scaled from a topographic map and have
 BN0472.an estimated accuracy of +/- 6 seconds.
 BN0472
 BN0472.The orthometric height was determined by differential leveling
 BN0472.and adjusted by the National Geodetic Survey in June 1991..
 BN0472
 BN0472.The geoid height was determined by GEOID03.
 BN0472
 BN0472.The dynamic height is computed by dividing the NAVD 88
 BN0472.geopotential number by the normal gravity value computed on the
 BN0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0472.degrees latitude (g = 980.6199 gals.).
 BN0472
 BN0472.The modeled gravity was interpolated from observed gravity values.
 BN0472
 BN0472;                    North         East    Units  Estimated Accuracy
 BN0472;SPC TX C     - 3,134,770.      754,390.      MT  (+/- 180 meters Scaled)
 BN0472
 BN0472                          SUPERSEDED SURVEY CONTROL
 BN0472
 BN0472.No superseded survey control is available for this station.
 BN0472
 BN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV269166(NAD 83)
 BN0472_MARKER: DB = BENCH MARK DISK
 BN0472_SETTING: 66 = SET IN ROCK OUTCROP
 BN0472_SP_SET: ROCK OUTCROP
 BN0472_STAMPING: V 1448 1981
 BN0472_MARK LOGO: NGS   
 BN0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0472+STABILITY: POSITION/ELEVATION WELL
 BN0472
 BN0472  HISTORY     - Date     Condition        Report By
 BN0472  HISTORY     - 1981     MONUMENTED       NGS
 BN0472  HISTORY     - 1991     GOOD             USPSQD
 BN0472  HISTORY     - 19960806 GOOD             USPSQD
 BN0472
 BN0472                          STATION DESCRIPTION
 BN0472
 BN0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0472'7.4 KM (4.6 MI) SOUTH FROM MENARD.
 BN0472'7.4 KM (4.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH
 BN0472'U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, AT A HIGHWAY CUT BANK,
 BN0472'IN A 6 BY 100 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 50.0 METERS
 BN0472'(164.0 FT) NORTH-NORTHWEST OF A T-FENCE CORNER, 15.8 METERS (51.8 FT)
 BN0472'SOUTHEAST OF A UTILITY POLE, 11.5 METERS (37.7 FT) SOUTHWEST OF THE
 BN0472'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY AND 5.2 METERS
 BN0472'(17.1 FT) NORTHEAST OF A FENCE.
 BN0472'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0472'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BN0472
 BN0472                          STATION RECOVERY (1991)
 BN0472
 BN0472'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0472'RECOVERED IN GOOD CONDITION.
 BN0472
 BN0472                          STATION RECOVERY (1996)
 BN0472
 BN0472'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0445 ***********************************************************************
 BN0445  DESIGNATION -  V 1449
 BN0445  PID         -  BN0445
 BN0445  STATE/COUNTY-  TX/KIMBLE
 BN0445  USGS QUAD   -  ELM SLOUGH (1987)
 BN0445
 BN0445                         *CURRENT SURVEY CONTROL
 BN0445  ___________________________________________________________________
 BN0445* NAD 83(1986)-  30 33 00.     (N)    099 46 10.     (W)     SCALED    
 BN0445* NAVD 88     -       627.698  (meters)    2059.37   (feet)  ADJUSTED  
 BN0445  ___________________________________________________________________
 BN0445  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BN0445  DYNAMIC HT  -         626.812 (meters)    2056.47  (feet)  COMP
 BN0445  MODELED GRAV-     979,209.9   (mgal)                       NAVD 88
 BN0445
 BN0445  VERT ORDER  -  FIRST     CLASS II
 BN0445
 BN0445.The horizontal coordinates were scaled from a topographic map and have
 BN0445.an estimated accuracy of +/- 6 seconds.
 BN0445
 BN0445.The orthometric height was determined by differential leveling
 BN0445.and adjusted by the National Geodetic Survey in June 1991..
 BN0445
 BN0445.The geoid height was determined by GEOID03.
 BN0445
 BN0445.The dynamic height is computed by dividing the NAVD 88
 BN0445.geopotential number by the normal gravity value computed on the
 BN0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0445.degrees latitude (g = 980.6199 gals.).
 BN0445
 BN0445.The modeled gravity was interpolated from observed gravity values.
 BN0445
 BN0445;                    North         East    Units  Estimated Accuracy
 BN0445;SPC TX C     - 3,098,060.      754,100.      MT  (+/- 180 meters Scaled)
 BN0445
 BN0445                          SUPERSEDED SURVEY CONTROL
 BN0445
 BN0445.No superseded survey control is available for this station.
 BN0445
 BN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU262799(NAD 83)
 BN0445_MARKER: DB = BENCH MARK DISK
 BN0445_SETTING: 66 = SET IN ROCK OUTCROP
 BN0445_SP_SET: ROCK OUTCROP
 BN0445_STAMPING: V 1449 1982
 BN0445_MARK LOGO: NGS   
 BN0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0445+STABILITY: POSITION/ELEVATION WELL
 BN0445
 BN0445  HISTORY     - Date     Condition        Report By
 BN0445  HISTORY     - 1982     MONUMENTED       NGS
 BN0445  HISTORY     - 1985     GOOD             NGS
 BN0445  HISTORY     - 1990     GOOD             USPSQD
 BN0445  HISTORY     - 1991     GOOD             USPSQD
 BN0445  HISTORY     - 19950731 MARK NOT FOUND   USPSQD
 BN0445
 BN0445                          STATION DESCRIPTION
 BN0445
 BN0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0445'7.6 KM (4.7 MI) NORTH FROM JUNCTION.
 BN0445'7.6 KM (4.7 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH
 BN0445'U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, IN AN EXPOSED
 BN0445'AREA OF BEDROCK AT A HIGHWAY CUT, 30.0 METERS (98.4 FT)
 BN0445'SOUTH-SOUTHEAST OF THE NORTH END OF THE CUT, 13.9 METERS (45.6 FT)
 BN0445'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.4 METERS (4.6
 BN0445'FT) WEST-SOUTHWEST OF A FENCE.
 BN0445'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 BN0445'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BN0445
 BN0445                          STATION RECOVERY (1985)
 BN0445
 BN0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BN0445'RECOVERED IN GOOD CONDITION.
 BN0445
 BN0445                          STATION RECOVERY (1990)
 BN0445
 BN0445'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0445'RECOVERED IN GOOD CONDITION.
 BN0445
 BN0445                          STATION RECOVERY (1991)
 BN0445
 BN0445'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0445'RECOVERED IN GOOD CONDITION.
 BN0445
 BN0445                          STATION RECOVERY (1995)
 BN0445
 BN0445'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0829 ***********************************************************************
 BN0829  DESIGNATION -  V 1449 RESET
 BN0829  PID         -  BN0829
 BN0829  STATE/COUNTY-  TX/KIMBLE
 BN0829  USGS QUAD   -  ELM SLOUGH (1987)
 BN0829
 BN0829                         *CURRENT SURVEY CONTROL
 BN0829  ___________________________________________________________________
 BN0829* NAD 83(1986)-  30 33 00.     (N)    099 46 10.     (W)     SCALED    
 BN0829* NAVD 88     -       624.75   (meters)    2049.7    (feet)  RESET     
 BN0829  ___________________________________________________________________
 BN0829  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BN0829
 BN0829  VERT ORDER  -  THIRD
 BN0829
 BN0829.The horizontal coordinates were scaled from a topographic map and have
 BN0829.an estimated accuracy of +/- 6 seconds.
 BN0829
 BN0829.The orthometric height was computed from unverified reset data.
 BN0829
 BN0829.The geoid height was determined by GEOID03.
 BN0829
 BN0829;                    North         East    Units  Estimated Accuracy
 BN0829;SPC TX C     - 3,098,060.      754,100.      MT  (+/- 180 meters Scaled)
 BN0829
 BN0829                          SUPERSEDED SURVEY CONTROL
 BN0829
 BN0829.No superseded survey control is available for this station.
 BN0829
 BN0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU262799(NAD 83)
 BN0829_MARKER: DV = VERTICAL CONTROL DISK
 BN0829_SETTING: 66 = SET IN ROCK OUTCROP
 BN0829_SP_SET: ROCK OUTCROP
 BN0829_STAMPING: V 1449 RESET 1985
 BN0829_MARK LOGO: NGS   
 BN0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0829+STABILITY: POSITION/ELEVATION WELL
 BN0829
 BN0829  HISTORY     - Date     Condition        Report By
 BN0829  HISTORY     - 1985     MONUMENTED       NGS
 BN0829
 BN0829                          STATION DESCRIPTION
 BN0829
 BN0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BN0829'7.6 KM (4.70 MI) NORTHERLY ALONG US HIGHWAY 83 FROM ITS JUCNTION WITH
 BN0829'US HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 14.3 M (46.9 FT)
 BN0829'WEST-NORTHWEST OF THE CENTER OF THE EXISTING CENTERLINE, 0.61 M
 BN0829'(2.00 FT) WEST-NORTHWEST OF A FENCE AND 0.58 M (1.90 FT)
 BN0829'WEST-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0025 ***********************************************************************
 CV0025  DESIGNATION -  V 145 RESET 1957
 CV0025  PID         -  CV0025
 CV0025  STATE/COUNTY-  TX/DAWSON
 CV0025  USGS QUAD   -  PATRICIA NE (1970)
 CV0025
 CV0025                         *CURRENT SURVEY CONTROL
 CV0025  ___________________________________________________________________
 CV0025* NAD 83(1986)-  32 43 14.     (N)    102 02 21.     (W)     SCALED    
 CV0025* NAVD 88     -       911.55   (meters)    2990.6    (feet)  RESET     
 CV0025  ___________________________________________________________________
 CV0025  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CV0025
 CV0025  VERT ORDER  -  THIRD
 CV0025
 CV0025.The horizontal coordinates were scaled from a topographic map and have
 CV0025.an estimated accuracy of +/- 6 seconds.
 CV0025
 CV0025.The orthometric height was computed from unverified reset data.
 CV0025
 CV0025.The geoid height was determined by GEOID03.
 CV0025
 CV0025;                    North         East    Units  Estimated Accuracy
 CV0025;SPC TXNC     - 2,122,450.      268,310.      MT  (+/- 180 meters Scaled)
 CV0025
 CV0025                          SUPERSEDED SURVEY CONTROL
 CV0025
 CV0025.No superseded survey control is available for this station.
 CV0025
 CV0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS775241(NAD 83)
 CV0025_MARKER: DB = BENCH MARK DISK
 CV0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0025_SP_SET: CULVERT
 CV0025_STAMPING: V 145 RESET 1957
 CV0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0025
 CV0025  HISTORY     - Date     Condition        Report By
 CV0025  HISTORY     - 1957     MONUMENTED       TXHD
 CV0025  HISTORY     - 1962     GOOD             LOCSUR
 CV0025
 CV0025                          STATION DESCRIPTION
 CV0025
 CV0025'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 CV0025'5.5 MI W FROM LAMESA.
 CV0025'5.5 MILES WEST ALONG U.S. HIGHWAY 180 FROM THE COURTHOUSE AT LAMESA,
 CV0025'AT A 3-GANG CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH
 CV0025'HEADWALL, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 38 FEET
 CV0025'NORTH OF THE SOUTH RIGHT-OF-WAY LINE.
 CV0025
 CV0025                          STATION RECOVERY (1962)
 CV0025
 CV0025'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 CV0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0821 ***********************************************************************
 CT0821  DESIGNATION -  V 1450
 CT0821  PID         -  CT0821
 CT0821  STATE/COUNTY-  TX/TAYLOR
 CT0821  USGS QUAD   -  LAWN (1967)
 CT0821
 CT0821                         *CURRENT SURVEY CONTROL
 CT0821  ___________________________________________________________________
 CT0821* NAD 83(1986)-  32 07 46.     (N)    099 44 19.     (W)     SCALED    
 CT0821* NAVD 88     -       577.148  (meters)    1893.53   (feet)  ADJUSTED  
 CT0821  ___________________________________________________________________
 CT0821  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CT0821  DYNAMIC HT  -         576.394 (meters)    1891.05  (feet)  COMP
 CT0821  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 CT0821
 CT0821  VERT ORDER  -  FIRST     CLASS II
 CT0821
 CT0821.The horizontal coordinates were scaled from a topographic map and have
 CT0821.an estimated accuracy of +/- 6 seconds.
 CT0821
 CT0821.The orthometric height was determined by differential leveling
 CT0821.and adjusted by the National Geodetic Survey in June 1991..
 CT0821
 CT0821.The geoid height was determined by GEOID03.
 CT0821
 CT0821.The dynamic height is computed by dividing the NAVD 88
 CT0821.geopotential number by the normal gravity value computed on the
 CT0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0821.degrees latitude (g = 980.6199 gals.).
 CT0821
 CT0821.The modeled gravity was interpolated from observed gravity values.
 CT0821
 CT0821;                    North         East    Units  Estimated Accuracy
 CT0821;SPC TXNC     - 2,052,010.      483,130.      MT  (+/- 180 meters Scaled)
 CT0821
 CT0821                          SUPERSEDED SURVEY CONTROL
 CT0821
 CT0821.No superseded survey control is available for this station.
 CT0821
 CT0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA303550(NAD 83)
 CT0821_MARKER: I = METAL ROD
 CT0821_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0821_SP_SET: STAINLESS STEEL ROD
 CT0821_STAMPING: V 1450 1982
 CT0821_MARK LOGO: NGS   
 CT0821_PROJECTION: FLUSH
 CT0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0821_ROD/PIPE-DEPTH: 6.1  meters
 CT0821
 CT0821  HISTORY     - Date     Condition        Report By
 CT0821  HISTORY     - 1982     MONUMENTED       NGS
 CT0821  HISTORY     - 19940718 GOOD             USPSQD
 CT0821
 CT0821                          STATION DESCRIPTION
 CT0821
 CT0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0821'0.7 KM (0.45 MI) SE FROM LAWN.
 CT0821'0.7 KM (0.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0821'WITH FARM ROAD 604 IN LAWN, 28.8 METERS (94.5 FT) SOUTH-SOUTHEAST OF
 CT0821'THE CENTER OF A DRIVEWAY, 17.9 METERS (58.7 FT) SOUTHWEST OF THE
 CT0821'CENTERLINE OF THE HIGHWAY, 1.3 METERS (4.3 FT) NORTH OF A UTILITY POLE
 CT0821'AND 0.7 METER (2.3 FT) NORTH-NORTHEAST OF THE CORNER OF A CHAIN LINK
 CT0821'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0821'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST AND FENCE
 CT0821'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0821
 CT0821                          STATION RECOVERY (1994)
 CT0821
 CT0821'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0682 ***********************************************************************
 CC0682  DESIGNATION -  V 1451
 CC0682  PID         -  CC0682
 CC0682  STATE/COUNTY-  TX/ECTOR
 CC0682  USGS QUAD   -  ODESSA SW (1981)
 CC0682
 CC0682                         *CURRENT SURVEY CONTROL
 CC0682  ___________________________________________________________________
 CC0682* NAD 83(1986)-  31 50 16.     (N)    102 22 47.     (W)     SCALED    
 CC0682* NAVD 88     -       881.720  (meters)    2892.78   (feet)  ADJUSTED  
 CC0682  ___________________________________________________________________
 CC0682  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CC0682  DYNAMIC HT  -         880.473 (meters)    2888.69  (feet)  COMP
 CC0682  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 CC0682
 CC0682  VERT ORDER  -  FIRST     CLASS II
 CC0682
 CC0682.The horizontal coordinates were scaled from a topographic map and have
 CC0682.an estimated accuracy of +/- 6 seconds.
 CC0682
 CC0682.The orthometric height was determined by differential leveling
 CC0682.and adjusted by the National Geodetic Survey in June 1991..
 CC0682
 CC0682.The geoid height was determined by GEOID03.
 CC0682
 CC0682.The dynamic height is computed by dividing the NAVD 88
 CC0682.geopotential number by the normal gravity value computed on the
 CC0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0682.degrees latitude (g = 980.6199 gals.).
 CC0682
 CC0682.The modeled gravity was interpolated from observed gravity values.
 CC0682
 CC0682;                    North         East    Units  Estimated Accuracy
 CC0682;SPC TX C     - 3,242,470.      506,300.      MT  (+/- 180 meters Scaled)
 CC0682
 CC0682                          SUPERSEDED SURVEY CONTROL
 CC0682
 CC0682.No superseded survey control is available for this station.
 CC0682
 CC0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR479254(NAD 83)
 CC0682_MARKER: I = METAL ROD
 CC0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0682_SP_SET: STAINLESS STEEL ROD
 CC0682_STAMPING: V 1451 1982
 CC0682_MARK LOGO: NGS   
 CC0682_PROJECTION: RECESSED 10 CENTIMETERS
 CC0682_MAGNETIC: I = MARKER IS A STEEL ROD
 CC0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0682+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 CC0682_ROD/PIPE-DEPTH: 3.4  meters
 CC0682
 CC0682  HISTORY     - Date     Condition        Report By
 CC0682  HISTORY     - 1982     MONUMENTED       NGS
 CC0682  HISTORY     - 19961120 GOOD             NGS
 CC0682
 CC0682                          STATION DESCRIPTION
 CC0682
 CC0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0682'1.4 KM (0.85 MI) SW FROM ODESSA.
 CC0682'1.4 KM (0.85 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0682'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 25.1 METERS (82.3
 CC0682'FT) NORTH OF THE INTERSECTION OF MURPHY WEST ROAD AND PINE AVENUE,
 CC0682'10.8 METERS (35.4 FT) NORTHWEST OF THE CENTERLINE OF MURPHY WEST ROAD,
 CC0682'4.1 METERS (13.5 FT) SOUTHEAST OF THE NEAR RAIL AND 1.0 METER (3.3 FT)
 CC0682'NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CC0682'THROUGH A 5-INCH LOGO CAP.
 CC0682'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CC0682'THE MARK IS 0.3 M BELOW THE TRACKS.
 CC0682
 CC0682                          STATION RECOVERY (1996)
 CC0682
 CC0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CC0682'1.4 KM (0.85 MI) SOUTHWESTERLY ALONG THE TEXAS PACIFIC RAILROAD FROM
 CC0682'THE JUNCTION OF U.S.  HIGHWAY 385 (GRANT AVENUE) IN ODESSA, 25.1 M
 CC0682'(82.3 FT) NORTH OF THE CENTER OF PINE AVENUE, 10.8 M (35.4 FT)
 CC0682'NORTHWEST OF THE CENTER OF MURPHY ROAD, 4.1 M (13.5 FT) SOUTHEAST OF
 CC0682'THE NEAR RAIL, 1.0 M (3.3 FT) NORTHEAST OF A UTILITY POLE, 0.5 M (1.6
 CC0682'FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 CC0682'THE TRACK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CC0682'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0813 ***********************************************************************
 CU0813  DESIGNATION -  V 1452
 CU0813  PID         -  CU0813
 CU0813  STATE/COUNTY-  TX/MARTIN
 CU0813  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0813
 CU0813                         *CURRENT SURVEY CONTROL
 CU0813  ___________________________________________________________________
 CU0813* NAD 83(1986)-  32 08 56.     (N)    101 44 07.     (W)     SCALED    
 CU0813* NAVD 88     -       780.965  (meters)    2562.22   (feet)  ADJUSTED  
 CU0813  ___________________________________________________________________
 CU0813  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 CU0813  DYNAMIC HT  -         779.887 (meters)    2558.68  (feet)  COMP
 CU0813  MODELED GRAV-     979,233.2   (mgal)                       NAVD 88
 CU0813
 CU0813  VERT ORDER  -  FIRST     CLASS II
 CU0813
 CU0813.The horizontal coordinates were scaled from a topographic map and have
 CU0813.an estimated accuracy of +/- 6 seconds.
 CU0813
 CU0813.The orthometric height was determined by differential leveling
 CU0813.and adjusted by the National Geodetic Survey in June 1991..
 CU0813
 CU0813.The geoid height was determined by GEOID03.
 CU0813
 CU0813.The dynamic height is computed by dividing the NAVD 88
 CU0813.geopotential number by the normal gravity value computed on the
 CU0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0813.degrees latitude (g = 980.6199 gals.).
 CU0813
 CU0813.The modeled gravity was interpolated from observed gravity values.
 CU0813
 CU0813;                    North         East    Units  Estimated Accuracy
 CU0813;SPC TXNC     - 2,058,180.      294,830.      MT  (+/- 180 meters Scaled)
 CU0813
 CU0813                          SUPERSEDED SURVEY CONTROL
 CU0813
 CU0813.No superseded survey control is available for this station.
 CU0813
 CU0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA420602(NAD 83)
 CU0813_MARKER: I = METAL ROD
 CU0813_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0813_SP_SET: STAINLESS STEEL ROD
 CU0813_STAMPING: V 1452 1982
 CU0813_MARK LOGO: NGS   
 CU0813_PROJECTION: FLUSH
 CU0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0813_ROD/PIPE-DEPTH: 4.6  meters
 CU0813
 CU0813  HISTORY     - Date     Condition        Report By
 CU0813  HISTORY     - 1982     MONUMENTED       NGS
 CU0813
 CU0813                          STATION DESCRIPTION
 CU0813
 CU0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0813'28.2 KM (17.55 MI) SW FROM BIG SPRING.
 CU0813'18.0 KM (11.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0813'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, THENCE 10.2 KM (6.35 MI)
 CU0813'SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD, 0.4 KM (0.25 MI)
 CU0813'SOUTHWEST OF HIGHWAY MILEPOST 161, 14.7 METERS (48.2 FT) SOUTHEAST OF
 CU0813'THE CENTERLINE OF A FRONTAGE ROAD, 12.5 METERS (41.0 FT) NORTHWEST OF
 CU0813'THE NEAR RAIL, 9.6 METERS (31.5 FT) WEST-SOUTHWEST OF A UTILITY POLE
 CU0813'AND 1.3 METERS (4.3 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO
 CU0813'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0813'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CU0813'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0786 ***********************************************************************
 CU0786  DESIGNATION -  V 1453
 CU0786  PID         -  CU0786
 CU0786  STATE/COUNTY-  TX/HOWARD
 CU0786  USGS QUAD   -  COAHOMA (1971)
 CU0786
 CU0786                         *CURRENT SURVEY CONTROL
 CU0786  ___________________________________________________________________
 CU0786* NAD 83(1986)-  32 17 45.     (N)    101 17 19.     (W)     SCALED    
 CU0786* NAVD 88     -       729.794  (meters)    2394.33   (feet)  ADJUSTED  
 CU0786  ___________________________________________________________________
 CU0786  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CU0786  DYNAMIC HT  -         728.805 (meters)    2391.09  (feet)  COMP
 CU0786  MODELED GRAV-     979,260.2   (mgal)                       NAVD 88
 CU0786
 CU0786  VERT ORDER  -  FIRST     CLASS II
 CU0786
 CU0786.The horizontal coordinates were scaled from a topographic map and have
 CU0786.an estimated accuracy of +/- 6 seconds.
 CU0786
 CU0786.The orthometric height was determined by differential leveling
 CU0786.and adjusted by the National Geodetic Survey in June 1991..
 CU0786
 CU0786.The geoid height was determined by GEOID03.
 CU0786
 CU0786.The dynamic height is computed by dividing the NAVD 88
 CU0786.geopotential number by the normal gravity value computed on the
 CU0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0786.degrees latitude (g = 980.6199 gals.).
 CU0786
 CU0786.The modeled gravity was interpolated from observed gravity values.
 CU0786
 CU0786;                    North         East    Units  Estimated Accuracy
 CU0786;SPC TXNC     - 2,073,260.      337,390.      MT  (+/- 180 meters Scaled)
 CU0786
 CU0786                          SUPERSEDED SURVEY CONTROL
 CU0786
 CU0786.No superseded survey control is available for this station.
 CU0786
 CU0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA845755(NAD 83)
 CU0786_MARKER: DB = BENCH MARK DISK
 CU0786_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0786_SP_SET: PIER
 CU0786_STAMPING: V 1453 1982
 CU0786_MARK LOGO: NGS   
 CU0786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0786+STABILITY: POSITION/ELEVATION WELL
 CU0786
 CU0786  HISTORY     - Date     Condition        Report By
 CU0786  HISTORY     - 1982     MONUMENTED       NGS
 CU0786
 CU0786                          STATION DESCRIPTION
 CU0786
 CU0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0786'20.0 KM (12.4 MI) NE FROM BIG SPRING.
 CU0786'20.0 KM (12.4 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0786'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0786'NORTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 2 PIERS OF THE MCCREGOR
 CU0786'ROAD OVERPASS (EXIT 189), 27.0 METERS (88.6 FT) SOUTH-SOUTHEAST OF THE
 CU0786'CENTERLINE OF THE HIGHWAY AND 7.1 METERS (23.3 FT) SOUTH-SOUTHEAST OF
 CU0786'THE CENTERLINE OF A FRONTAGE ROAD.
 CU0786'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0420 ***********************************************************************
 BN0420  DESIGNATION -  V 1454
 BN0420  PID         -  BN0420
 BN0420  STATE/COUNTY-  TX/EDWARDS
 BN0420  USGS QUAD   -  TELEGRAPH (1974)
 BN0420
 BN0420                         *CURRENT SURVEY CONTROL
 BN0420  ___________________________________________________________________
 BN0420* NAD 83(1986)-  30 15 14.     (N)    099 57 48.     (W)     SCALED    
 BN0420* NAVD 88     -       608.893  (meters)    1997.68   (feet)  ADJUSTED  
 BN0420  ___________________________________________________________________
 BN0420  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BN0420  DYNAMIC HT  -         608.007 (meters)    1994.77  (feet)  COMP
 BN0420  MODELED GRAV-     979,167.1   (mgal)                       NAVD 88
 BN0420
 BN0420  VERT ORDER  -  FIRST     CLASS II
 BN0420
 BN0420.The horizontal coordinates were scaled from a topographic map and have
 BN0420.an estimated accuracy of +/- 6 seconds.
 BN0420
 BN0420.The orthometric height was determined by differential leveling
 BN0420.and adjusted by the National Geodetic Survey in June 1991..
 BN0420
 BN0420.The geoid height was determined by GEOID03.
 BN0420
 BN0420.The dynamic height is computed by dividing the NAVD 88
 BN0420.geopotential number by the normal gravity value computed on the
 BN0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0420.degrees latitude (g = 980.6199 gals.).
 BN0420
 BN0420.The modeled gravity was interpolated from observed gravity values.
 BN0420
 BN0420;                    North         East    Units  Estimated Accuracy
 BN0420;SPC TXSC     - 4,268,650.      507,290.      MT  (+/- 180 meters Scaled)
 BN0420
 BN0420                          SUPERSEDED SURVEY CONTROL
 BN0420
 BN0420.No superseded survey control is available for this station.
 BN0420
 BN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU073473(NAD 83)
 BN0420_MARKER: DB = BENCH MARK DISK
 BN0420_SETTING: 66 = SET IN ROCK OUTCROP
 BN0420_SP_SET: ROCK OUTCROP
 BN0420_STAMPING: V 1454 1982
 BN0420_MARK LOGO: NGS   
 BN0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0420+STABILITY: POSITION/ELEVATION WELL
 BN0420
 BN0420  HISTORY     - Date     Condition        Report By
 BN0420  HISTORY     - 1982     MONUMENTED       NGS
 BN0420
 BN0420                          STATION DESCRIPTION
 BN0420
 BN0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0420'37.1 KM (23.05 MI) SW FROM JUNCTION.
 BN0420'37.1 KM (23.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0420'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, OR 38.1 KM (23.65
 BN0420'MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST JUNCTION WITH STATE
 BN0420'HIGHWAY 55 IN ROCKSPRINGS, IN A 5 BY 40 FT EXPOSED AREA OF OUTCROPPING
 BN0420'BEDROCK, 0.2 KM (0.1 MI) SOUTHWEST OF A FIELD ENTRANCE, 18.5 METERS
 BN0420'(60.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2.4 METERS
 BN0420'(7.9 FT) NORTHWEST OF A FENCE.
 BN0420'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BN0420'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0833 ***********************************************************************
 CA0833  DESIGNATION -  V 1455
 CA0833  PID         -  CA0833
 CA0833  STATE/COUNTY-  TX/BROWN
 CA0833  USGS QUAD   -  MERCURY (1987)
 CA0833
 CA0833                         *CURRENT SURVEY CONTROL
 CA0833  ___________________________________________________________________
 CA0833* NAD 83(1986)-  31 29 38.     (N)    099 08 31.     (W)     SCALED    
 CA0833* NAVD 88     -       418.203  (meters)    1372.05   (feet)  ADJUSTED  
 CA0833  ___________________________________________________________________
 CA0833  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 CA0833  DYNAMIC HT  -         417.649 (meters)    1370.24  (feet)  COMP
 CA0833  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 CA0833
 CA0833  VERT ORDER  -  FIRST     CLASS II
 CA0833
 CA0833.The horizontal coordinates were scaled from a topographic map and have
 CA0833.an estimated accuracy of +/- 6 seconds.
 CA0833
 CA0833.The orthometric height was determined by differential leveling
 CA0833.and adjusted by the National Geodetic Survey in June 1991..
 CA0833
 CA0833.The geoid height was determined by GEOID03.
 CA0833
 CA0833.The dynamic height is computed by dividing the NAVD 88
 CA0833.geopotential number by the normal gravity value computed on the
 CA0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0833.degrees latitude (g = 980.6199 gals.).
 CA0833
 CA0833.The modeled gravity was interpolated from observed gravity values.
 CA0833
 CA0833;                    North         East    Units  Estimated Accuracy
 CA0833;SPC TX C     - 3,203,170.      813,180.      MT  (+/- 180 meters Scaled)
 CA0833
 CA0833                          SUPERSEDED SURVEY CONTROL
 CA0833
 CA0833.No superseded survey control is available for this station.
 CA0833
 CA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV865843(NAD 83)
 CA0833_MARKER: I = METAL ROD
 CA0833_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0833_SP_SET: STAINLESS STEEL ROD
 CA0833_STAMPING: V 1455 1982
 CA0833_MARK LOGO: NGS   
 CA0833_PROJECTION: FLUSH
 CA0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0833+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0833_ROD/PIPE-DEPTH: 4.6  meters
 CA0833
 CA0833  HISTORY     - Date     Condition        Report By
 CA0833  HISTORY     - 1982     MONUMENTED       NGS
 CA0833  HISTORY     - 20060319 GOOD             USPSQD
 CA0833
 CA0833                          STATION DESCRIPTION
 CA0833
 CA0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0833'30.8 KM (19.15 MI) SW FROM BROWNWOOD.
 CA0833'30.8 KM (19.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0833'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 59.1 METERS (193.9
 CA0833'FT) SOUTHWEST OF THE WEST END OF A BOX CULVERT, 16.6 METERS (54.5 FT)
 CA0833'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.4 METERS (34.1 FT)
 CA0833'NORTHEAST OF A T-FENCE CORNER AND 4.9 METERS (16.1 FT) SOUTHWEST OF
 CA0833'THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS
 CA0833'THROUGH A 5-INCH LOGO CAP.
 CA0833'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CA0833'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0833
 CA0833                          STATION RECOVERY (2006)
 CA0833
 CA0833'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0833'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0857 ***********************************************************************
 CA0857  DESIGNATION -  V 1456
 CA0857  PID         -  CA0857
 CA0857  STATE/COUNTY-  TX/BROWN
 CA0857  USGS QUAD   -  BANGS EAST (1987)
 CA0857
 CA0857                         *CURRENT SURVEY CONTROL
 CA0857  ___________________________________________________________________
 CA0857* NAD 83(1986)-  31 43 06.     (N)    099 03 59.     (W)     SCALED    
 CA0857* NAVD 88     -       480.615  (meters)    1576.82   (feet)  ADJUSTED  
 CA0857  ___________________________________________________________________
 CA0857  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CA0857  DYNAMIC HT  -         479.984 (meters)    1574.75  (feet)  COMP
 CA0857  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 CA0857
 CA0857  VERT ORDER  -  FIRST     CLASS II
 CA0857
 CA0857.The horizontal coordinates were scaled from a topographic map and have
 CA0857.an estimated accuracy of +/- 6 seconds.
 CA0857
 CA0857.The orthometric height was determined by differential leveling
 CA0857.and adjusted by the National Geodetic Survey in June 1991..
 CA0857
 CA0857.The geoid height was determined by GEOID03.
 CA0857
 CA0857.The dynamic height is computed by dividing the NAVD 88
 CA0857.geopotential number by the normal gravity value computed on the
 CA0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0857.degrees latitude (g = 980.6199 gals.).
 CA0857
 CA0857.The modeled gravity was interpolated from observed gravity values.
 CA0857
 CA0857;                    North         East    Units  Estimated Accuracy
 CA0857;SPC TX C     - 3,228,130.      820,080.      MT  (+/- 180 meters Scaled)
 CA0857
 CA0857                          SUPERSEDED SURVEY CONTROL
 CA0857
 CA0857.No superseded survey control is available for this station.
 CA0857
 CA0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA937092(NAD 83)
 CA0857_MARKER: I = METAL ROD
 CA0857_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0857_SP_SET: STAINLESS STEEL ROD
 CA0857_STAMPING: V 1456 1982
 CA0857_MARK LOGO: NGS   
 CA0857_PROJECTION: FLUSH
 CA0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0857+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0857_ROD/PIPE-DEPTH: 3.4  meters
 CA0857
 CA0857  HISTORY     - Date     Condition        Report By
 CA0857  HISTORY     - 1982     MONUMENTED       NGS
 CA0857  HISTORY     - 1983     GOOD             NGS
 CA0857  HISTORY     - 20060320 GOOD             USPSQD
 CA0857
 CA0857                          STATION DESCRIPTION
 CA0857
 CA0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0857'8.5 KM (5.3 MI) WEST FROM BROWNWOOD.
 CA0857'8.5 KM (5.3 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0857'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, 16.4 METERS (53.8 FT)
 CA0857'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 13.4
 CA0857'METERS (44.0 FT) NORTH OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND
 CA0857'SANTA FE RAILROAD, 7.3 METERS (24.0 FT) WEST OF THE CENTERLINE OF A
 CA0857'PAVED ROAD LEADING SOUTH AND 1.5 METERS (4.9 FT) SOUTHWEST OF A
 CA0857'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CA0857'CAP.
 CA0857'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CA0857'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0857
 CA0857                          STATION RECOVERY (1983)
 CA0857
 CA0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0857'RECOVERED IN GOOD CONDITION.
 CA0857
 CA0857                          STATION RECOVERY (2006)
 CA0857
 CA0857'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0857'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0847 ***********************************************************************
 CT0847  DESIGNATION -  V 1457
 CT0847  PID         -  CT0847
 CT0847  STATE/COUNTY-  TX/TAYLOR
 CT0847  USGS QUAD   -  ABILENE EAST (1987)
 CT0847
 CT0847                         *CURRENT SURVEY CONTROL
 CT0847  ___________________________________________________________________
 CT0847* NAD 83(1986)-  32 24 36.     (N)    099 44 23.     (W)     SCALED    
 CT0847* NAVD 88     -       531.978  (meters)    1745.33   (feet)  ADJUSTED  
 CT0847  ___________________________________________________________________
 CT0847  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CT0847  DYNAMIC HT  -         531.287 (meters)    1743.06  (feet)  COMP
 CT0847  MODELED GRAV-     979,324.2   (mgal)                       NAVD 88
 CT0847
 CT0847  VERT ORDER  -  FIRST     CLASS II
 CT0847
 CT0847.The horizontal coordinates were scaled from a topographic map and have
 CT0847.an estimated accuracy of +/- 6 seconds.
 CT0847
 CT0847.The orthometric height was determined by differential leveling
 CT0847.and adjusted by the National Geodetic Survey in June 1991..
 CT0847
 CT0847.The geoid height was determined by GEOID03.
 CT0847
 CT0847.The dynamic height is computed by dividing the NAVD 88
 CT0847.geopotential number by the normal gravity value computed on the
 CT0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0847.degrees latitude (g = 980.6199 gals.).
 CT0847
 CT0847.The modeled gravity was interpolated from observed gravity values.
 CT0847
 CT0847;                    North         East    Units  Estimated Accuracy
 CT0847;SPC TXNC     - 2,083,120.      483,390.      MT  (+/- 180 meters Scaled)
 CT0847
 CT0847                          SUPERSEDED SURVEY CONTROL
 CT0847
 CT0847.No superseded survey control is available for this station.
 CT0847
 CT0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA304861(NAD 83)
 CT0847_MARKER: I = METAL ROD
 CT0847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0847_SP_SET: STAINLESS STEEL ROD
 CT0847_STAMPING: V 1457 1982
 CT0847_MARK LOGO: NGS   
 CT0847_PROJECTION: FLUSH
 CT0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0847_ROD/PIPE-DEPTH: 6.1  meters
 CT0847
 CT0847  HISTORY     - Date     Condition        Report By
 CT0847  HISTORY     - 1982     MONUMENTED       NGS
 CT0847  HISTORY     - 19940616 GOOD             USPSQD
 CT0847  HISTORY     - 20011013 GOOD             USPSQD
 CT0847
 CT0847                          STATION DESCRIPTION
 CT0847
 CT0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0847'5.6 KM (3.45 MI) SOUTH FROM ABILENE.
 CT0847'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0847'STATION IN ABILENE, THENCE 4.6 KM (2.85 MI) SOUTHERLY ALONG THE
 CT0847'SOUTHERN PACIFIC RAILROAD, 0.7 KM (0.45 MI) NORTH OF THE INTERSECTION
 CT0847'OF U.S. HIGHWAY BUSINESS ROUTES 83 AND 84, 14.5 METERS (47.6 FT)
 CT0847'EAST-SOUTHEAST OF THE NEAR RAIL AND 4.8 METERS (15.7 FT) WEST OF A
 CT0847'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CT0847'CAP.
 CT0847'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 CT0847'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CT0847
 CT0847                          STATION RECOVERY (1994)
 CT0847
 CT0847'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0847'RECOVERED IN GOOD CONDITION.
 CT0847
 CT0847                          STATION RECOVERY (2001)
 CT0847
 CT0847'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0748 ***********************************************************************
 CU0748  DESIGNATION -  V 1458
 CU0748  PID         -  CU0748
 CU0748  STATE/COUNTY-  TX/NOLAN
 CU0748  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0748
 CU0748                         *CURRENT SURVEY CONTROL
 CU0748  ___________________________________________________________________
 CU0748* NAD 83(1986)-  32 29 04.     (N)    100 21 17.     (W)     SCALED    
 CU0748* NAVD 88     -       617.469  (meters)    2025.81   (feet)  ADJUSTED  
 CU0748  ___________________________________________________________________
 CU0748  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CU0748  DYNAMIC HT  -         616.649 (meters)    2023.12  (feet)  COMP
 CU0748  MODELED GRAV-     979,291.4   (mgal)                       NAVD 88
 CU0748
 CU0748  VERT ORDER  -  FIRST     CLASS II
 CU0748
 CU0748.The horizontal coordinates were scaled from a topographic map and have
 CU0748.an estimated accuracy of +/- 6 seconds.
 CU0748
 CU0748.The orthometric height was determined by differential leveling
 CU0748.and adjusted by the National Geodetic Survey in June 1991..
 CU0748
 CU0748.The geoid height was determined by GEOID03.
 CU0748
 CU0748.The dynamic height is computed by dividing the NAVD 88
 CU0748.geopotential number by the normal gravity value computed on the
 CU0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0748.degrees latitude (g = 980.6199 gals.).
 CU0748
 CU0748.The modeled gravity was interpolated from observed gravity values.
 CU0748
 CU0748;                    North         East    Units  Estimated Accuracy
 CU0748;SPC TXNC     - 2,092,220.      425,690.      MT  (+/- 180 meters Scaled)
 CU0748
 CU0748                          SUPERSEDED SURVEY CONTROL
 CU0748
 CU0748.No superseded survey control is available for this station.
 CU0748
 CU0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA727949(NAD 83)
 CU0748_MARKER: I = METAL ROD
 CU0748_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0748_SP_SET: STAINLESS STEEL ROD
 CU0748_STAMPING: V 1458 1982
 CU0748_MARK LOGO: NGS   
 CU0748_PROJECTION: FLUSH
 CU0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0748_ROD/PIPE-DEPTH: 7.0  meters
 CU0748
 CU0748  HISTORY     - Date     Condition        Report By
 CU0748  HISTORY     - 1982     MONUMENTED       NGS
 CU0748
 CU0748                          STATION DESCRIPTION
 CU0748
 CU0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0748'5.4 KM (3.35 MI) EAST FROM SWEETWATER.
 CU0748'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0748'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0748'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0748'1.0 KM (0.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.3 KM (0.2 MI)
 CU0748'WEST OF A BRIDGE OVER SWEETWATER CREEK, 30.3 METERS (99.4 FT)
 CU0748'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CU0748'HIGHWAY, 12.2 METERS (40.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A
 CU0748'FRONTAGE ROAD AND 0.8 METER (2.6 FT) WEST-SOUTHWEST OF A T-FENCE
 CU0748'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0748'THE MARK IS 0.4 METERS  NNW FROM  A WITNESS POST AND FENCE
 CU0748'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0771 ***********************************************************************
 CU0771  DESIGNATION -  V 1459
 CU0771  PID         -  CU0771
 CU0771  STATE/COUNTY-  TX/MITCHELL
 CU0771  USGS QUAD   -  CEDAR BEND (1979)
 CU0771
 CU0771                         *CURRENT SURVEY CONTROL
 CU0771  ___________________________________________________________________
 CU0771* NAD 83(1986)-  32 22 33.     (N)    100 58 34.     (W)     SCALED    
 CU0771* NAVD 88     -       638.730  (meters)    2095.57   (feet)  ADJUSTED  
 CU0771  ___________________________________________________________________
 CU0771  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CU0771  DYNAMIC HT  -         637.874 (meters)    2092.76  (feet)  COMP
 CU0771  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 CU0771
 CU0771  VERT ORDER  -  FIRST     CLASS II
 CU0771
 CU0771.The horizontal coordinates were scaled from a topographic map and have
 CU0771.an estimated accuracy of +/- 6 seconds.
 CU0771
 CU0771.The orthometric height was determined by differential leveling
 CU0771.and adjusted by the National Geodetic Survey in June 1991..
 CU0771
 CU0771.The geoid height was determined by GEOID03.
 CU0771
 CU0771.The dynamic height is computed by dividing the NAVD 88
 CU0771.geopotential number by the normal gravity value computed on the
 CU0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0771.degrees latitude (g = 980.6199 gals.).
 CU0771
 CU0771.The modeled gravity was interpolated from observed gravity values.
 CU0771
 CU0771;                    North         East    Units  Estimated Accuracy
 CU0771;SPC TXNC     - 2,081,390.      367,020.      MT  (+/- 180 meters Scaled)
 CU0771
 CU0771                          SUPERSEDED SURVEY CONTROL
 CU0771
 CU0771.No superseded survey control is available for this station.
 CU0771
 CU0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA140838(NAD 83)
 CU0771_MARKER: DB = BENCH MARK DISK
 CU0771_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0771_SP_SET: PIER
 CU0771_STAMPING: V 1459 1982
 CU0771_MARK LOGO: NGS   
 CU0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0771
 CU0771  HISTORY     - Date     Condition        Report By
 CU0771  HISTORY     - 1982     MONUMENTED       NGS
 CU0771
 CU0771                          STATION DESCRIPTION
 CU0771
 CU0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0771'11.7 KM (7.25 MI) SW FROM COLORADO CITY.
 CU0771'11.7 KM (7.25 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0771'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, SET VERTICALLY IN
 CU0771'THE SOUTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 4 PIERS OF THE EAST
 CU0771'BOUND LANES OF THE HIGHWAY OVERPASS OF DORN ROAD (EXIT 209) AND 7.3
 CU0771'METERS (24.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD.
 CU0771'THE MARK IS 1.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0096 ***********************************************************************
 CE0096  DESIGNATION -  V 146
 CE0096  PID         -  CE0096
 CE0096  STATE/COUNTY-  TX/EL PASO
 CE0096  USGS QUAD   -  FORT BLISS SE (1994)
 CE0096
 CE0096                         *CURRENT SURVEY CONTROL
 CE0096  ___________________________________________________________________
 CE0096* NAD 83(1986)-  31 51 22.     (N)    106 22 26.     (W)     SCALED    
 CE0096* NAVD 88     -      1198.973  (meters)    3933.63   (feet)  POSTED    
 CE0096  ___________________________________________________________________
 CE0096  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0096  DYNAMIC HT  -        1197.140 (meters)    3927.62  (feet)  COMP
 CE0096  MODELED GRAV-     979,073.8   (mgal)                       NAVD 88
 CE0096
 CE0096  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0096
 CE0096.The horizontal coordinates were scaled from a topographic map and have
 CE0096.an estimated accuracy of +/- 6 seconds.
 CE0096
 CE0096.The orthometric height was determined by differential leveling
 CE0096.and adjusted by the National Geodetic Survey in 1992..
 CE0096.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0096.rate of 0.0 thru 1.0 mm/km.
 CE0096
 CE0096.The geoid height was determined by GEOID03.
 CE0096
 CE0096.The dynamic height is computed by dividing the NAVD 88
 CE0096.geopotential number by the normal gravity value computed on the
 CE0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0096.degrees latitude (g = 980.6199 gals.).
 CE0096
 CE0096.The modeled gravity was interpolated from observed gravity values.
 CE0096
 CE0096;                    North         East    Units  Estimated Accuracy
 CE0096;SPC TX C     - 3,258,240.      128,600.      MT  (+/- 180 meters Scaled)
 CE0096
 CE0096                          SUPERSEDED SURVEY CONTROL
 CE0096
 CE0096  NGVD 29 (??/??/92) 1198.433  (m)         3931.86   (f) ADJ UNCH    1 2
 CE0096
 CE0096.Superseded values are not recommended for survey control.
 CE0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0096.See file dsdata.txt to determine how the superseded data were derived.
 CE0096
 CE0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR700253(NAD 83)
 CE0096_MARKER: DB = BENCH MARK DISK
 CE0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0096_SP_SET: CONCRETE BASE
 CE0096_STAMPING: V 146 1954
 CE0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0096
 CE0096  HISTORY     - Date     Condition        Report By
 CE0096  HISTORY     - 1954     MONUMENTED       CGS
 CE0096
 CE0096                          STATION DESCRIPTION
 CE0096
 CE0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0096'12.35 MI NE FROM EL PASO.
 CE0096'9.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0096'STATION AT EL PASO, THENCE 1.35 MILES SOUTHEAST ALONG A DIM TRACK
 CE0096'ROAD, THENCE 2.0 MILES NORTHEAST ALONG A DIM ROAD, SET IN THE TOP OF
 CE0096'THE NORTHWEST CORNER OF THE CONCRETE BASE OF A SIGNAL LIGHT AT THE
 CE0096'NORTHEAST CORNER OF AN ABANDONED NORTH AND SOUTH RUNWAY AT BIGGS AIR
 CE0096'FORCE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0854 ***********************************************************************
 CU0854  DESIGNATION -  V 1460
 CU0854  PID         -  CU0854
 CU0854  STATE/COUNTY-  TX/SCURRY
 CU0854  USGS QUAD   -  HERMLEIGH (1979)
 CU0854
 CU0854                         *CURRENT SURVEY CONTROL
 CU0854  ___________________________________________________________________
 CU0854* NAD 83(1986)-  32 40 18.     (N)    100 48 13.     (W)     SCALED    
 CU0854* NAVD 88     -       744.263  (meters)    2441.80   (feet)  ADJUSTED  
 CU0854  ___________________________________________________________________
 CU0854  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CU0854  DYNAMIC HT  -         743.271 (meters)    2438.55  (feet)  COMP
 CU0854  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 CU0854
 CU0854  VERT ORDER  -  FIRST     CLASS II
 CU0854
 CU0854.The horizontal coordinates were scaled from a topographic map and have
 CU0854.an estimated accuracy of +/- 6 seconds.
 CU0854
 CU0854.The orthometric height was determined by differential leveling
 CU0854.and adjusted by the National Geodetic Survey in June 1991..
 CU0854
 CU0854.The geoid height was determined by GEOID03.
 CU0854
 CU0854.The dynamic height is computed by dividing the NAVD 88
 CU0854.geopotential number by the normal gravity value computed on the
 CU0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0854.degrees latitude (g = 980.6199 gals.).
 CU0854
 CU0854.The modeled gravity was interpolated from observed gravity values.
 CU0854
 CU0854;                    North         East    Units  Estimated Accuracy
 CU0854;SPC TXNC     - 2,113,810.      383,970.      MT  (+/- 180 meters Scaled)
 CU0854
 CU0854                          SUPERSEDED SURVEY CONTROL
 CU0854
 CU0854.No superseded survey control is available for this station.
 CU0854
 CU0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB308163(NAD 83)
 CU0854_MARKER: I = METAL ROD
 CU0854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0854_SP_SET: STAINLESS STEEL ROD
 CU0854_STAMPING: V 1460 1982
 CU0854_MARK LOGO: NGS   
 CU0854_PROJECTION: FLUSH
 CU0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0854_ROD/PIPE-DEPTH: 6.1  meters
 CU0854
 CU0854  HISTORY     - Date     Condition        Report By
 CU0854  HISTORY     - 1982     MONUMENTED       NGS
 CU0854
 CU0854                          STATION DESCRIPTION
 CU0854
 CU0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0854'7.3 KM (4.55 MI) SE FROM SNYDER.
 CU0854'7.3 KM (4.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0854'JUNCTION WITH U.S. HIGHWAY 180 IN SNYDER, 0.4 KM (0.25 MI) SOUTHEAST
 CU0854'OF THE INTERSECTION OF A GRAVELED ROAD LEADING WEST, 31.1 METERS
 CU0854'(102.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 CU0854'THE HIGHWAY, 14.6 METERS (47.9 FT) NORTHEAST OF THE NEAR RAIL OF THE
 CU0854'ROSCOE, SNYDER AND PACIFIC RAILROAD AND 2.7 METERS (8.9 FT) SOUTHEAST
 CU0854'OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CU0854'LOGO CAP.
 CU0854'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CU0854'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0838 ***********************************************************************
 CU0838  DESIGNATION -  V 1461
 CU0838  PID         -  CU0838
 CU0838  STATE/COUNTY-  TX/SCURRY
 CU0838  USGS QUAD   -  DERMOTT (1954)
 CU0838
 CU0838                         *CURRENT SURVEY CONTROL
 CU0838  ___________________________________________________________________
 CU0838* NAD 83(1986)-  32 51 47.     (N)    101 01 44.     (W)     SCALED    
 CU0838* NAVD 88     -       766.386  (meters)    2514.38   (feet)  ADJUSTED  
 CU0838  ___________________________________________________________________
 CU0838  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CU0838  DYNAMIC HT  -         765.385 (meters)    2511.10  (feet)  COMP
 CU0838  MODELED GRAV-     979,306.3   (mgal)                       NAVD 88
 CU0838
 CU0838  VERT ORDER  -  FIRST     CLASS II
 CU0838
 CU0838.The horizontal coordinates were scaled from a topographic map and have
 CU0838.an estimated accuracy of +/- 6 seconds.
 CU0838
 CU0838.The orthometric height was determined by differential leveling
 CU0838.and adjusted by the National Geodetic Survey in June 1991..
 CU0838
 CU0838.The geoid height was determined by GEOID03.
 CU0838
 CU0838.The dynamic height is computed by dividing the NAVD 88
 CU0838.geopotential number by the normal gravity value computed on the
 CU0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0838.degrees latitude (g = 980.6199 gals.).
 CU0838
 CU0838.The modeled gravity was interpolated from observed gravity values.
 CU0838
 CU0838;                    North         East    Units  Estimated Accuracy
 CU0838;SPC TXNC     - 2,135,520.      363,360.      MT  (+/- 180 meters Scaled)
 CU0838
 CU0838                          SUPERSEDED SURVEY CONTROL
 CU0838
 CU0838.No superseded survey control is available for this station.
 CU0838
 CU0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB101379(NAD 83)
 CU0838_MARKER: I = METAL ROD
 CU0838_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0838_SP_SET: STAINLESS STEEL ROD
 CU0838_STAMPING: V 1461 1982
 CU0838_MARK LOGO: NGS   
 CU0838_PROJECTION: FLUSH
 CU0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0838_ROD/PIPE-DEPTH: 3.7  meters
 CU0838
 CU0838  HISTORY     - Date     Condition        Report By
 CU0838  HISTORY     - 1982     MONUMENTED       NGS
 CU0838
 CU0838                          STATION DESCRIPTION
 CU0838
 CU0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0838'24.1 KM (14.9 MI) NW FROM SNYDER.
 CU0838'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0838'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0838'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0838'NORTH ALONG FARM ROAD 1611, THENCE 10.3 KM (6.4 MI) NORTHWESTERLY
 CU0838'ALONG U.S. HIGHWAY 84, 18.4 METERS (60.4 FT) SOUTHWEST OF THE
 CU0838'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 11.9 METERS
 CU0838'(39.0 FT) NORTHEAST OF THE NEAR RAIL, 7.9 METERS (25.9 FT) NORTHWEST
 CU0838'OF THE CENTER OF A TRACK ROAD LEADING SOUTHWEST AND 1.1 METERS (3.6
 CU0838'FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0838'THROUGH A 5-INCH LOGO CAP.
 CU0838'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CU0838'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0475 ***********************************************************************
 DP0475  DESIGNATION -  V 1462
 DP0475  PID         -  DP0475
 DP0475  STATE/COUNTY-  TX/GARZA
 DP0475  USGS QUAD   -  JUSTICEBURG (1969)
 DP0475
 DP0475                         *CURRENT SURVEY CONTROL
 DP0475  ___________________________________________________________________
 DP0475* NAD 83(1986)-  33 04 51.     (N)    101 14 25.     (W)     SCALED    
 DP0475* NAVD 88     -       726.772  (meters)    2384.42   (feet)  ADJUSTED  
 DP0475  ___________________________________________________________________
 DP0475  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DP0475  DYNAMIC HT  -         725.856 (meters)    2381.41  (feet)  COMP
 DP0475  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 DP0475
 DP0475  VERT ORDER  -  FIRST     CLASS II
 DP0475
 DP0475.The horizontal coordinates were scaled from a topographic map and have
 DP0475.an estimated accuracy of +/- 6 seconds.
 DP0475
 DP0475.The orthometric height was determined by differential leveling
 DP0475.and adjusted by the National Geodetic Survey in June 1991..
 DP0475
 DP0475.The geoid height was determined by GEOID03.
 DP0475
 DP0475.The dynamic height is computed by dividing the NAVD 88
 DP0475.geopotential number by the normal gravity value computed on the
 DP0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0475.degrees latitude (g = 980.6199 gals.).
 DP0475
 DP0475.The modeled gravity was interpolated from observed gravity values.
 DP0475
 DP0475;                    North         East    Units  Estimated Accuracy
 DP0475;SPC TXNC     - 2,160,150.      344,210.      MT  (+/- 180 meters Scaled)
 DP0475
 DP0475                          SUPERSEDED SURVEY CONTROL
 DP0475
 DP0475.No superseded survey control is available for this station.
 DP0475
 DP0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB908624(NAD 83)
 DP0475_MARKER: DB = BENCH MARK DISK
 DP0475_SETTING: 66 = SET IN ROCK OUTCROP
 DP0475_SP_SET: ROCK OUTCROP
 DP0475_STAMPING: V 1462 1982
 DP0475_MARK LOGO: NGS   
 DP0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0475
 DP0475  HISTORY     - Date     Condition        Report By
 DP0475  HISTORY     - 1982     MONUMENTED       NGS
 DP0475
 DP0475                          STATION DESCRIPTION
 DP0475
 DP0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0475'18.4 KM (11.45 MI) SE FROM POST.
 DP0475'18.4 KM (11.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0475'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, IN THE CENTER
 DP0475'OF A 1 BY 4 FT ROCK LEDGE NEAR THE CENTER OF A HIGHWAY CUT, 101.1
 DP0475'METERS (331.7 FT) SOUTHEAST OF THE SOUTH END OF A GUARD RAIL, 12.1
 DP0475'METERS (39.7 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND
 DP0475'LANES OF THE HIGHWAY AND 3.0 METERS (9.8 FT) EAST-NORTHEAST OF A
 DP0475'FENCE.
 DP0475'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 DP0475'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0442 ***********************************************************************
 DP0442  DESIGNATION -  V 1463
 DP0442  PID         -  DP0442
 DP0442  STATE/COUNTY-  TX/GARZA
 DP0442  USGS QUAD   -  SOUTHLAND (1965)
 DP0442
 DP0442                         *CURRENT SURVEY CONTROL
 DP0442  ___________________________________________________________________
 DP0442* NAD 83(1986)-  33 20 43.     (N)    101 32 41.     (W)     SCALED    
 DP0442* NAVD 88     -       919.089  (meters)    3015.38   (feet)  ADJUSTED  
 DP0442  ___________________________________________________________________
 DP0442  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 DP0442  DYNAMIC HT  -         917.895 (meters)    3011.46  (feet)  COMP
 DP0442  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 DP0442
 DP0442  VERT ORDER  -  FIRST     CLASS II
 DP0442
 DP0442.The horizontal coordinates were scaled from a topographic map and have
 DP0442.an estimated accuracy of +/- 6 seconds.
 DP0442
 DP0442.The orthometric height was determined by differential leveling
 DP0442.and adjusted by the National Geodetic Survey in June 1991..
 DP0442
 DP0442.The geoid height was determined by GEOID03.
 DP0442
 DP0442.The dynamic height is computed by dividing the NAVD 88
 DP0442.geopotential number by the normal gravity value computed on the
 DP0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0442.degrees latitude (g = 980.6199 gals.).
 DP0442
 DP0442.The modeled gravity was interpolated from observed gravity values.
 DP0442
 DP0442;                    North         East    Units  Estimated Accuracy
 DP0442;SPC TXNC     - 2,190,250.      316,650.      MT  (+/- 180 meters Scaled)
 DP0442
 DP0442                          SUPERSEDED SURVEY CONTROL
 DP0442
 DP0442.No superseded survey control is available for this station.
 DP0442
 DP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB631924(NAD 83)
 DP0442_MARKER: I = METAL ROD
 DP0442_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP0442+WITH SETTING: INFORMATION.
 DP0442_SP_SET: METAL ROD DRIVEN INTO GROUND
 DP0442_STAMPING: V 1463 1982
 DP0442_MARK LOGO: NGS   
 DP0442_PROJECTION: FLUSH
 DP0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0442+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0442_ROD/PIPE-DEPTH: 2.1  meters
 DP0442
 DP0442  HISTORY     - Date     Condition        Report By
 DP0442  HISTORY     - 1982     MONUMENTED       NGS
 DP0442  HISTORY     - 19890630 GOOD             NGS
 DP0442
 DP0442                          STATION DESCRIPTION
 DP0442
 DP0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0442'23.9 KM (14.85 MI) NW FROM POST.
 DP0442'23.9 KM (14.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0442'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 17.9 METERS
 DP0442'(58.7 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 DP0442'THE HIGHWAY, 7.1 METERS (23.3 FT) NORTH OF THE CENTER OF A GRAVELED
 DP0442'ROAD LEADING EAST AND 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE CORNER.
 DP0442'NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS
 DP0442'THROUGH A 5-INCH LOGO CAP.
 DP0442'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0442'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 DP0442
 DP0442                          STATION RECOVERY (1989)
 DP0442
 DP0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1695 ***********************************************************************
 AY1695  DESIGNATION -  V 1465
 AY1695  PID         -  AY1695
 AY1695  STATE/COUNTY-  TX/KENDALL
 AY1695  USGS QUAD   -  COMFORT (1982)
 AY1695
 AY1695                         *CURRENT SURVEY CONTROL
 AY1695  ___________________________________________________________________
 AY1695* NAD 83(1986)-  29 57 54.     (N)    098 53 48.     (W)     SCALED    
 AY1695* NAVD 88     -       425.627  (meters)    1396.41   (feet)  ADJUSTED  
 AY1695  ___________________________________________________________________
 AY1695  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AY1695  DYNAMIC HT  -         425.023 (meters)    1394.43  (feet)  COMP
 AY1695  MODELED GRAV-     979,211.7   (mgal)                       NAVD 88
 AY1695
 AY1695  VERT ORDER  -  FIRST     CLASS II
 AY1695
 AY1695.The horizontal coordinates were scaled from a topographic map and have
 AY1695.an estimated accuracy of +/- 6 seconds.
 AY1695
 AY1695.The orthometric height was determined by differential leveling
 AY1695.and adjusted by the National Geodetic Survey in June 1991..
 AY1695
 AY1695.The geoid height was determined by GEOID03.
 AY1695
 AY1695.The dynamic height is computed by dividing the NAVD 88
 AY1695.geopotential number by the normal gravity value computed on the
 AY1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1695.degrees latitude (g = 980.6199 gals.).
 AY1695
 AY1695.The modeled gravity was interpolated from observed gravity values.
 AY1695
 AY1695;                    North         East    Units  Estimated Accuracy
 AY1695;SPC TXSC     - 4,236,250.      609,970.      MT  (+/- 180 meters Scaled)
 AY1695
 AY1695                          SUPERSEDED SURVEY CONTROL
 AY1695
 AY1695.No superseded survey control is available for this station.
 AY1695
 AY1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU099149(NAD 83)
 AY1695_MARKER: DB = BENCH MARK DISK
 AY1695_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1695_SP_SET: BRIDGE PIER
 AY1695_STAMPING: V 1465 1982
 AY1695_MARK LOGO: NGS   
 AY1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1695
 AY1695  HISTORY     - Date     Condition        Report By
 AY1695  HISTORY     - 1982     MONUMENTED       NGS
 AY1695  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1695  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1695
 AY1695                          STATION DESCRIPTION
 AY1695
 AY1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1695'2.4 KM (1.5 MI) SSE FROM COMFORT.
 AY1695'1.6 KM (1.01 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1695'JUNCTION OF INTERSTATE HIGHWAY 10 AT THE NORTH EDGE OF COMFORT, THENCE
 AY1695'0.3 KM (0.2 MI) SOUTH ALONG LINDNER AVENUE, THENCE 0.5 KM (0.3 MI)
 AY1695'EAST ALONG HIGH STREET, AT THE SECOND LARGE JOINED BRIDGE PIERS UNDER
 AY1695'HIGHWAY 87 EAST SOUTHEAST OF THE GUADALUPE RIVER, THE DISK IS SET
 AY1695'VERTICALLY ON THE SOUTH SOUTHWEST SIDE OF THE PIER, 17.3 METERS
 AY1695'(57.0 FT) NORTH NORTHEAST OF THE CENTER OF HIGH STREET, 55.7 METERS
 AY1695'(183.0 FT) EAST OF THE CENTER OF THE EAST END OF THE LOW WATER BRIDGE
 AY1695'OVER THE GUADALUPE RIVER, AND 3.3 METERS (11.0 FT) NORTH OF THE CENTER
 AY1695'OF A 1.2 METERS (4.0 FT) IN DIAMETER PECAN TREE.
 AY1695'THE MARK IS 1.2 M ABOVE GROUND.
 AY1695
 AY1695                          STATION RECOVERY (1990)
 AY1695
 AY1695'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1695'MARK NOT FOUND.
 AY1695
 AY1695                          STATION RECOVERY (2005)
 AY1695
 AY1695'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0521 ***********************************************************************
 BN0521  DESIGNATION -  V 1466
 BN0521  PID         -  BN0521
 BN0521  STATE/COUNTY-  TX/GILLESPIE
 BN0521  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0521
 BN0521                         *CURRENT SURVEY CONTROL
 BN0521  ___________________________________________________________________
 BN0521* NAD 83(1986)-  30 15 52.     (N)    098 52 18.     (W)     SCALED    
 BN0521* NAVD 88     -       523.748  (meters)    1718.33   (feet)  ADJUSTED  
 BN0521  ___________________________________________________________________
 BN0521  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BN0521  DYNAMIC HT  -         523.015 (meters)    1715.92  (feet)  COMP
 BN0521  MODELED GRAV-     979,225.1   (mgal)                       NAVD 88
 BN0521
 BN0521  VERT ORDER  -  FIRST     CLASS II
 BN0521
 BN0521.The horizontal coordinates were scaled from a topographic map and have
 BN0521.an estimated accuracy of +/- 6 seconds.
 BN0521
 BN0521.The orthometric height was determined by differential leveling
 BN0521.and adjusted by the National Geodetic Survey in June 1991..
 BN0521
 BN0521.The geoid height was determined by GEOID03.
 BN0521
 BN0521.The dynamic height is computed by dividing the NAVD 88
 BN0521.geopotential number by the normal gravity value computed on the
 BN0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0521.degrees latitude (g = 980.6199 gals.).
 BN0521
 BN0521.The modeled gravity was interpolated from observed gravity values.
 BN0521
 BN0521;                    North         East    Units  Estimated Accuracy
 BN0521;SPC TX C     - 3,067,190.      840,650.      MT  (+/- 180 meters Scaled)
 BN0521
 BN0521                          SUPERSEDED SURVEY CONTROL
 BN0521
 BN0521.No superseded survey control is available for this station.
 BN0521
 BN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU123480(NAD 83)
 BN0521_MARKER: I = METAL ROD
 BN0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0521_SP_SET: STAINLESS STEEL ROD
 BN0521_STAMPING: V 1466 1982
 BN0521_MARK LOGO: NGS   
 BN0521_PROJECTION: FLUSH
 BN0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0521+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 BN0521_ROD/PIPE-DEPTH: 6.0  meters
 BN0521
 BN0521  HISTORY     - Date     Condition        Report By
 BN0521  HISTORY     - 1982     MONUMENTED       NGS
 BN0521  HISTORY     - 19930728 GOOD             USPSQD
 BN0521  HISTORY     - 19960309 GOOD             USPSQD
 BN0521  HISTORY     - 20050303 GOOD             USPSQD
 BN0521
 BN0521                          STATION DESCRIPTION
 BN0521
 BN0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0521'1.0 KM (0.6 MI) SOUTH FROM FREDERICKSBURG.
 BN0521'1.0 KM (0.6 MI) SOUTH ALONG U.S. HIGHWAY 87 (WASHINGTON STREET) FROM
 BN0521'THE JUNCTION OF U.S. HIGHWAY 290 IN FREDERICKSBURG, AT A POWERLINE
 BN0521'POLE ON THE EAST SIDE OF THE HIGHWAY NEAR HOUSE NUMBER 607 SOUTH
 BN0521'WASHINGTON STREET, 11.8 METERS (39.0 FT) EAST OF THE CENTERLINE OF
 BN0521'HIGHWAY 87, 0.76 METERS (2.5 FT) NORTH NORTHEAST OF THE POWERLINE
 BN0521'POLE, 10.0 METERS (39.0 FT) NORTH OF THE CENTER OF A SMALL METAL GATE
 BN0521'LEADING TO HOUSE NUMBER 607 SOUTH WASHINGTON STREET, 45.5 METERS
 BN0521'(149.5 FT) SOUTH OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE,
 BN0521'0.3 METER (1.0 FT) WEST OF THE CHAIN LINK FENCE.  NOTE, ROD WAS DRIVEN
 BN0521'TO REFUSAL AND ANCHORED AT THIS DEPTH.
 BN0521'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BN0521'THE MARK IS ABOVE LEVEL WITH HIGHWAY 87.
 BN0521
 BN0521                          STATION RECOVERY (1993)
 BN0521
 BN0521'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0521'RECOVERED IN GOOD CONDITION.
 BN0521
 BN0521                          STATION RECOVERY (1996)
 BN0521
 BN0521'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0521'RECOVERED IN GOOD CONDITION.
 BN0521
 BN0521                          STATION RECOVERY (2005)
 BN0521
 BN0521'RECOVERY NOTE BY US POWER SQUADRON 2005 (SD)
 BN0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0553 ***********************************************************************
 BN0553  DESIGNATION -  V 1467
 BN0553  PID         -  BN0553
 BN0553  STATE/COUNTY-  TX/MASON
 BN0553  USGS QUAD   -  ART (1982)
 BN0553
 BN0553                         *CURRENT SURVEY CONTROL
 BN0553  ___________________________________________________________________
 BN0553* NAD 83(1986)-  30 38 09.     (N)    099 05 01.     (W)     SCALED    
 BN0553* NAVD 88     -       401.241  (meters)    1316.40   (feet)  ADJUSTED  
 BN0553  ___________________________________________________________________
 BN0553  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 BN0553  DYNAMIC HT  -         400.699 (meters)    1314.63  (feet)  COMP
 BN0553  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 BN0553
 BN0553  VERT ORDER  -  FIRST     CLASS II
 BN0553
 BN0553.The horizontal coordinates were scaled from a topographic map and have
 BN0553.an estimated accuracy of +/- 6 seconds.
 BN0553
 BN0553.The orthometric height was determined by differential leveling
 BN0553.and adjusted by the National Geodetic Survey in June 1991..
 BN0553
 BN0553.The geoid height was determined by GEOID03.
 BN0553
 BN0553.The dynamic height is computed by dividing the NAVD 88
 BN0553.geopotential number by the normal gravity value computed on the
 BN0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0553.degrees latitude (g = 980.6199 gals.).
 BN0553
 BN0553.The modeled gravity was interpolated from observed gravity values.
 BN0553
 BN0553;                    North         East    Units  Estimated Accuracy
 BN0553;SPC TX C     - 3,108,110.      819,790.      MT  (+/- 180 meters Scaled)
 BN0553
 BN0553                          SUPERSEDED SURVEY CONTROL
 BN0553
 BN0553.No superseded survey control is available for this station.
 BN0553
 BN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU919892(NAD 83)
 BN0553_MARKER: I = METAL ROD
 BN0553_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0553+WITH SETTING: INFORMATION.
 BN0553_SP_SET: SHALLOW SET METAL ROD
 BN0553_STAMPING: V 1467 1982
 BN0553_MARK LOGO: NGS   
 BN0553_PROJECTION: FLUSH
 BN0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0553+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0553_ROD/PIPE-DEPTH: 1.0  meters
 BN0553
 BN0553  HISTORY     - Date     Condition        Report By
 BN0553  HISTORY     - 1982     MONUMENTED       NGS
 BN0553  HISTORY     - 19910618 GOOD             USPSQD
 BN0553  HISTORY     - 19960212 GOOD             USPSQD
 BN0553  HISTORY     - 20051123 GOOD             USPSQD
 BN0553
 BN0553                          STATION DESCRIPTION
 BN0553
 BN0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0553'11.1 KM (6.9 MI) NW FROM LOYAL VALLEY.
 BN0553'11.1 KM (6.9 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE SOUTH
 BN0553'JUNCTION OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY,
 BN0553'SET AT THE JUNCTION OF U.S. HIGHWAY 87 AND RANCH ROAD 152, 27.7 METERS
 BN0553'(91.0 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 87, THE TWO
 BN0553'NORTHBOUND LANES, 49.3 METERS (162.0 FT) SOUTHEAST OF THE CENTER OF
 BN0553'RANCH ROAD 152, 1.0 METER (3.5 FT) SOUTHEAST OF A STEEL PIPE CORNER
 BN0553'FENCE POST, 0.4 METER (1.5 FT) EAST OF A SMALL CONCRETE RIGHT-OF-WAY
 BN0553'MARKER, AND 0.3 METER (1.0 FT) SOUTH SOUTHWEST OF A RIGHT-OF-WAY
 BN0553'FENCE, NOTE, ROD DRIVEN TO REFUSAL.
 BN0553'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BN0553'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BN0553
 BN0553                          STATION RECOVERY (1991)
 BN0553
 BN0553'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0553'RECOVERED IN GOOD CONDITION.
 BN0553
 BN0553                          STATION RECOVERY (1996)
 BN0553
 BN0553'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0553'RECOVERED IN GOOD CONDITION.
 BN0553
 BN0553                          STATION RECOVERY (2005)
 BN0553
 BN0553'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0553'FOUND IN GOOD CONDITION.  GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0418 ***********************************************************************
 DP0418  DESIGNATION -  V 1468
 DP0418  PID         -  DP0418
 DP0418  STATE/COUNTY-  TX/LUBBOCK
 DP0418  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0418
 DP0418                         *CURRENT SURVEY CONTROL
 DP0418  ___________________________________________________________________
 DP0418* NAD 83(1986)-  33 35 32.     (N)    101 50 46.     (W)     SCALED    
 DP0418* NAVD 88     -       975.352  (meters)    3199.97   (feet)  ADJUSTED  
 DP0418  ___________________________________________________________________
 DP0418  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DP0418  DYNAMIC HT  -         974.090 (meters)    3195.83  (feet)  COMP
 DP0418  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 DP0418
 DP0418  VERT ORDER  -  FIRST     CLASS II
 DP0418
 DP0418.The horizontal coordinates were scaled from a topographic map and have
 DP0418.an estimated accuracy of +/- 6 seconds.
 DP0418
 DP0418.The orthometric height was determined by differential leveling
 DP0418.and adjusted by the National Geodetic Survey in June 1991..
 DP0418
 DP0418.The geoid height was determined by GEOID03.
 DP0418
 DP0418.The dynamic height is computed by dividing the NAVD 88
 DP0418.geopotential number by the normal gravity value computed on the
 DP0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0418.degrees latitude (g = 980.6199 gals.).
 DP0418
 DP0418.The modeled gravity was interpolated from observed gravity values.
 DP0418
 DP0418;                    North         East    Units  Estimated Accuracy
 DP0418;SPC TXNC     - 2,218,470.      289,480.      MT  (+/- 180 meters Scaled)
 DP0418
 DP0418                          SUPERSEDED SURVEY CONTROL
 DP0418
 DP0418.No superseded survey control is available for this station.
 DP0418
 DP0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC358205(NAD 83)
 DP0418_MARKER: DB = BENCH MARK DISK
 DP0418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP0418_SP_SET: ABUTMENT
 DP0418_STAMPING: V 1468 1982
 DP0418_MARK LOGO: NGS   
 DP0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP0418+STABILITY: POSITION/ELEVATION WELL
 DP0418
 DP0418  HISTORY     - Date     Condition        Report By
 DP0418  HISTORY     - 1982     MONUMENTED       NGS
 DP0418
 DP0418                          STATION DESCRIPTION
 DP0418
 DP0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0418'IN LUBBOCK.
 DP0418'IN LUBBOCK, AT THE JUNCTION OF 4TH STREET AND THE SANTA FE RAILROAD,
 DP0418'IN TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE 4TH
 DP0418'STREET UNDERPASS AND 2.8 METERS (9.2 FT) EAST OF THE NEAR RAIL.
 DP0418'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0658 ***********************************************************************
 DQ0658  DESIGNATION -  V 1469
 DQ0658  PID         -  DQ0658
 DQ0658  STATE/COUNTY-  TX/LAMB
 DQ0658  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0658
 DQ0658                         *CURRENT SURVEY CONTROL
 DQ0658  ___________________________________________________________________
 DQ0658* NAD 83(1986)-  33 53 51.     (N)    102 17 24.     (W)     SCALED    
 DQ0658* NAVD 88     -      1071.020  (meters)    3513.84   (feet)  ADJUSTED  
 DQ0658  ___________________________________________________________________
 DQ0658  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 DQ0658  DYNAMIC HT  -        1069.633 (meters)    3509.29  (feet)  COMP
 DQ0658  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 DQ0658
 DQ0658  VERT ORDER  -  FIRST     CLASS II
 DQ0658
 DQ0658.The horizontal coordinates were scaled from a topographic map and have
 DQ0658.an estimated accuracy of +/- 6 seconds.
 DQ0658
 DQ0658.The orthometric height was determined by differential leveling
 DQ0658.and adjusted by the National Geodetic Survey in June 1991..
 DQ0658
 DQ0658.The geoid height was determined by GEOID03.
 DQ0658
 DQ0658.The dynamic height is computed by dividing the NAVD 88
 DQ0658.geopotential number by the normal gravity value computed on the
 DQ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0658.degrees latitude (g = 980.6199 gals.).
 DQ0658
 DQ0658.The modeled gravity was interpolated from observed gravity values.
 DQ0658
 DQ0658;                    North         East    Units  Estimated Accuracy
 DQ0658;SPC TXNC     - 2,253,710.      249,520.      MT  (+/- 180 meters Scaled)
 DQ0658
 DQ0658                          SUPERSEDED SURVEY CONTROL
 DQ0658
 DQ0658.No superseded survey control is available for this station.
 DQ0658
 DQ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT505540(NAD 83)
 DQ0658_MARKER: I = METAL ROD
 DQ0658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0658_SP_SET: STAINLESS STEEL ROD
 DQ0658_STAMPING: V 1469 1982
 DQ0658_MARK LOGO: NGS   
 DQ0658_PROJECTION: FLUSH
 DQ0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0658_ROD/PIPE-DEPTH: 7.3  meters
 DQ0658
 DQ0658  HISTORY     - Date     Condition        Report By
 DQ0658  HISTORY     - 1982     MONUMENTED       NGS
 DQ0658
 DQ0658                          STATION DESCRIPTION
 DQ0658
 DQ0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0658'3.6 KM (2.25 MI) SE FROM LITTLEFIELD.
 DQ0658'3.6 KM (2.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0658'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 61.0 METERS (200.1 FT)
 DQ0658'NORTHWEST OF THE CENTER OF A PRIVATE DRIVE LEADING TO RILCOT SEED
 DQ0658'COMPANY, 28.5 METERS (93.5 FT) NORTH OF THE NORTH CORNER OF A 30 BY
 DQ0658'100 FT METAL BUILDING, 16.4 METERS (53.8 FT) SOUTHWEST OF THE
 DQ0658'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 1.3 METERS
 DQ0658'(4.3 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 DQ0658'IS THROUGH A 5-INCH LOGO CAP.
 DQ0658'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DQ0658'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1282 ***********************************************************************
 BY1282  DESIGNATION -  V 147
 BY1282  PID         -  BY1282
 BY1282  STATE/COUNTY-  TX/CHEROKEE
 BY1282  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1282
 BY1282                         *CURRENT SURVEY CONTROL
 BY1282  ___________________________________________________________________
 BY1282* NAD 83(1986)-  31 54 35.     (N)    095 11 46.     (W)     SCALED    
 BY1282* NAVD 88     -       123.631  (meters)     405.61   (feet)  ADJUSTED  
 BY1282  ___________________________________________________________________
 BY1282  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BY1282  DYNAMIC HT  -         123.482 (meters)     405.12  (feet)  COMP
 BY1282  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 BY1282
 BY1282  VERT ORDER  -  FIRST     CLASS II
 BY1282
 BY1282.The horizontal coordinates were scaled from a topographic map and have
 BY1282.an estimated accuracy of +/- 6 seconds.
 BY1282
 BY1282.The orthometric height was determined by differential leveling
 BY1282.and adjusted by the National Geodetic Survey in June 1991..
 BY1282.WARNING-Repeat measurements at this control monument indicate possible
 BY1282.vertical movement.
 BY1282
 BY1282.The geoid height was determined by GEOID03.
 BY1282
 BY1282.The dynamic height is computed by dividing the NAVD 88
 BY1282.geopotential number by the normal gravity value computed on the
 BY1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1282.degrees latitude (g = 980.6199 gals.).
 BY1282
 BY1282.The modeled gravity was interpolated from observed gravity values.
 BY1282
 BY1282;                    North         East    Units  Estimated Accuracy
 BY1282;SPC TX C     - 3,259,880.    1,185,740.      MT  (+/- 180 meters Scaled)
 BY1282
 BY1282                          SUPERSEDED SURVEY CONTROL
 BY1282
 BY1282  NGVD 29 (??/??/92)  123.694  (m)          405.82   (f) ADJ UNCH    1 2
 BY1282
 BY1282.Superseded values are not recommended for survey control.
 BY1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1282.See file dsdata.txt to determine how the superseded data were derived.
 BY1282
 BY1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR923325(NAD 83)
 BY1282_MARKER: DB = BENCH MARK DISK
 BY1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1282_STAMPING: V 147 1938
 BY1282_PROJECTION: PROJECTING 5 CENTIMETERS
 BY1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1282+STABILITY: SURFACE MOTION
 BY1282
 BY1282  HISTORY     - Date     Condition        Report By
 BY1282  HISTORY     - 1938     MONUMENTED       CGS
 BY1282  HISTORY     - 1952     GOOD             NGS
 BY1282  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1282  HISTORY     - 1980     GOOD             NGS
 BY1282  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1282  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 BY1282  HISTORY     - 20050710 MARK NOT FOUND   USPSQD
 BY1282
 BY1282                          STATION DESCRIPTION
 BY1282
 BY1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1282'IN TURNEY.
 BY1282'AT TURNEY, 6 1/2 POLES SOUTHEAST OF MILEPOST 196, 141 FEET SOUTHEAST
 BY1282'OF THE SOUTHEAST CORNER OF THE TEXAS AND NEW ORLEANS RAILROAD STATION,
 BY1282'71 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 26 FEET EAST OF A
 BY1282'SWITCH STAND, 2 FEET NORTHWEST OF A WITNESS POST, 16 FEET NORTHEAST OF
 BY1282'THE NORTHEAST RAIL OF THE MAIN TRACK, SET IN THE TOP OF A CONCRETE
 BY1282'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY1282
 BY1282                          STATION RECOVERY (1977)
 BY1282
 BY1282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1282'MARK NOT FOUND.
 BY1282
 BY1282                          STATION RECOVERY (1980)
 BY1282
 BY1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1282'3.35 MILES NORTHWEST ALONG FARM ROAD 22 FROM THE POST OFFICE IN
 BY1282'GALLATIN, AT THE JUNCTION OF A ROAD LEADING NORTH ACROSS THE SOUTHERN
 BY1282'PACIFIC RAILROAD, 140 FT. NORTH OF THE CENTERLINE OF THE FARM ROAD,
 BY1282'71.0 FT. NORTHWEST OF THE CENTERLINE OF THE ROAD WHICH CROSSES THE
 BY1282'TRACKS, 16.0 FT. NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK.
 BY1282'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 BY1282'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY1282
 BY1282                          STATION RECOVERY (1996)
 BY1282
 BY1282'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1282'MARK NOT FOUND.
 BY1282
 BY1282                          STATION RECOVERY (2004)
 BY1282
 BY1282'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY1282'RR TRACKS HAVE BEEN REMOVED
 BY1282
 BY1282                          STATION RECOVERY (2005)
 BY1282
 BY1282'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0544 ***********************************************************************
 EO0544  DESIGNATION -  V 1470
 EO0544  PID         -  EO0544
 EO0544  STATE/COUNTY-  TX/BAILEY
 EO0544  USGS QUAD   -  MULESHOE (1980)
 EO0544
 EO0544                         *CURRENT SURVEY CONTROL
 EO0544  ___________________________________________________________________
 EO0544* NAD 83(1986)-  34 09 49.     (N)    102 38 27.     (W)     SCALED    
 EO0544* NAVD 88     -      1160.883  (meters)    3808.66   (feet)  ADJUSTED  
 EO0544  ___________________________________________________________________
 EO0544  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 EO0544  DYNAMIC HT  -        1159.375 (meters)    3803.72  (feet)  COMP
 EO0544  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 EO0544
 EO0544  VERT ORDER  -  FIRST     CLASS II
 EO0544
 EO0544.The horizontal coordinates were scaled from a topographic map and have
 EO0544.an estimated accuracy of +/- 6 seconds.
 EO0544
 EO0544.The orthometric height was determined by differential leveling
 EO0544.and adjusted by the National Geodetic Survey in June 1991..
 EO0544
 EO0544.The geoid height was determined by GEOID03.
 EO0544
 EO0544.The dynamic height is computed by dividing the NAVD 88
 EO0544.geopotential number by the normal gravity value computed on the
 EO0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0544.degrees latitude (g = 980.6199 gals.).
 EO0544
 EO0544.The modeled gravity was interpolated from observed gravity values.
 EO0544
 EO0544;                    North         East    Units  Estimated Accuracy
 EO0544;SPC TXNC     - 2,284,430.      218,260.      MT  (+/- 180 meters Scaled)
 EO0544
 EO0544                          SUPERSEDED SURVEY CONTROL
 EO0544
 EO0544.No superseded survey control is available for this station.
 EO0544
 EO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT174828(NAD 83)
 EO0544_MARKER: I = METAL ROD
 EO0544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0544_SP_SET: STAINLESS STEEL ROD
 EO0544_STAMPING: V 1470 1982
 EO0544_MARK LOGO: NGS   
 EO0544_PROJECTION: FLUSH
 EO0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0544_ROD/PIPE-DEPTH: 11.0 meters
 EO0544
 EO0544  HISTORY     - Date     Condition        Report By
 EO0544  HISTORY     - 1982     MONUMENTED       NGS
 EO0544
 EO0544                          STATION DESCRIPTION
 EO0544
 EO0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0544'10.2 KM (6.35 MI) SE FROM MULESHOE.
 EO0544'10.2 KM (6.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0544'JUNCTION WITH U.S. HIGHWAY 70 IN MULESHOE, 33.8 METERS (110.9 FT)
 EO0544'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EO0544'HIGHWAY, 22.3 METERS (73.2 FT) SOUTHEAST OF THE CENTER OF A FIELD
 EO0544'ENTRANCE AND 1.2 METERS (3.9 FT) NORTH OF UTILITY POLE NUMBER 1.
 EO0544'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0544'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EO0544'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6319 ***********************************************************************
 AC6319  DESIGNATION -  V 1471
 AC6319  PID         -  AC6319
 AC6319  STATE/COUNTY-  TX/JEFFERSON
 AC6319  USGS QUAD   -  BEAUMONT EAST (1994)
 AC6319
 AC6319                         *CURRENT SURVEY CONTROL
 AC6319  ___________________________________________________________________
 AC6319* NAD 83(1986)-  30 05 46.     (N)    094 07 17.     (W)     SCALED    
 AC6319* NAVD 88     -         7.476  (meters)      24.53   (feet)  ADJUSTED  
 AC6319  ___________________________________________________________________
 AC6319  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AC6319  DYNAMIC HT  -           7.466 (meters)      24.49  (feet)  COMP
 AC6319  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 AC6319
 AC6319  VERT ORDER  -  FIRST     CLASS II
 AC6319
 AC6319.The horizontal coordinates were scaled from a topographic map and have
 AC6319.an estimated accuracy of +/- 6 seconds.
 AC6319
 AC6319.The orthometric height was determined by differential leveling
 AC6319.and adjusted by the National Geodetic Survey in July 2002..
 AC6319
 AC6319.The geoid height was determined by GEOID03.
 AC6319
 AC6319.The dynamic height is computed by dividing the NAVD 88
 AC6319.geopotential number by the normal gravity value computed on the
 AC6319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6319.degrees latitude (g = 980.6199 gals.).
 AC6319
 AC6319.The modeled gravity was interpolated from observed gravity values.
 AC6319
 AC6319;                    North         East    Units  Estimated Accuracy
 AC6319;SPC TXSC     - 4,260,590.    1,070,110.      MT  (+/- 180 meters Scaled)
 AC6319
 AC6319                          SUPERSEDED SURVEY CONTROL
 AC6319
 AC6319.No superseded survey control is available for this station.
 AC6319
 AC6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP919299(NAD 83)
 AC6319_MARKER: DV = VERTICAL CONTROL DISK
 AC6319_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC6319_SP_SET: PIER
 AC6319_STAMPING: V 1471 1996
 AC6319_MARK LOGO: NGS   
 AC6319_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6319+STABILITY: POSITION/ELEVATION WELL
 AC6319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6319+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AC6319
 AC6319  HISTORY     - Date     Condition        Report By
 AC6319  HISTORY     - 1996     MONUMENTED       NGS
 AC6319  HISTORY     - 20040401 GOOD             USPSQD
 AC6319  HISTORY     - 20050501 GOOD             USPSQD
 AC6319
 AC6319                          STATION DESCRIPTION
 AC6319
 AC6319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6319'IN BEAUMONT, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND 7TH
 AC6319'STREET, SET VERTICALLY IN THE WEST FACE OF THE MOST NORTHERLY OF 8
 AC6319'CONCRETE COLUMNS OF THE 1ST PIER EAST OF THE WEST ABUTMENT OF THE
 AC6319'HIGHWAY OVERPASS OF THE STREET, 19.9 M (65.3 FT) WEST OF THE STREET
 AC6319'CENTER, 17.4 M (57.1 FT) NORTH OF THE HIGHWAY CENTER, AND 1.4 M (4.6
 AC6319'FT) ABOVE THE LEVEL OF THE STREET.
 AC6319
 AC6319                          STATION RECOVERY (2004)
 AC6319
 AC6319'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AC6319'RECOVERED IN GOOD CONDITION.
 AC6319
 AC6319                          STATION RECOVERY (2005)
 AC6319
 AC6319'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AC6319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4861 ***********************************************************************
 AW4861  DESIGNATION -  V 1472
 AW4861  PID         -  AW4861
 AW4861  STATE/COUNTY-  TX/HARRIS
 AW4861  USGS QUAD   -  PASADENA (1995)
 AW4861
 AW4861                         *CURRENT SURVEY CONTROL
 AW4861  ___________________________________________________________________
 AW4861* NAD 83(1986)-  29 39 54.     (N)    095 13 45.     (W)     SCALED    
 AW4861* NAVD 88     -         7.933  (meters)      26.03   (feet)  ADJUSTED  
 AW4861  ___________________________________________________________________
 AW4861  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW4861  DYNAMIC HT  -           7.922 (meters)      25.99  (feet)  COMP
 AW4861  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 AW4861
 AW4861  VERT ORDER  -  FIRST     CLASS II
 AW4861
 AW4861.The horizontal coordinates were scaled from a topographic map and have
 AW4861.an estimated accuracy of +/- 6 seconds.
 AW4861
 AW4861.The orthometric height was determined by differential leveling
 AW4861.and adjusted by the National Geodetic Survey in June 1991..
 AW4861
 AW4861.The geoid height was determined by GEOID03.
 AW4861
 AW4861.The dynamic height is computed by dividing the NAVD 88
 AW4861.geopotential number by the normal gravity value computed on the
 AW4861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4861.degrees latitude (g = 980.6199 gals.).
 AW4861
 AW4861.The modeled gravity was interpolated from observed gravity values.
 AW4861
 AW4861;                    North         East    Units  Estimated Accuracy
 AW4861;SPC TXSC     - 4,208,880.      964,940.      MT  (+/- 180 meters Scaled)
 AW4861
 AW4861                          SUPERSEDED SURVEY CONTROL
 AW4861
 AW4861  NGVD 29 (12/23/87)    7.929  (m)           26.01   (f) ADJUSTED    1 2
 AW4861
 AW4861.Superseded values are not recommended for survey control.
 AW4861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4861.See file dsdata.txt to determine how the superseded data were derived.
 AW4861
 AW4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN842837(NAD 83)
 AW4861_MARKER: I = METAL ROD
 AW4861_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4861_SP_SET: STAINLESS STEEL ROD
 AW4861_STAMPING: V 1472 1983
 AW4861_MARK LOGO: NGS   
 AW4861_PROJECTION: FLUSH
 AW4861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4861_ROD/PIPE-DEPTH: 9.8  meters
 AW4861
 AW4861  HISTORY     - Date     Condition        Report By
 AW4861  HISTORY     - 1983     MONUMENTED       NGS
 AW4861  HISTORY     - 1987     GOOD             NGS
 AW4861  HISTORY     - 1988     GOOD             USPSQD
 AW4861  HISTORY     - 1988     GOOD             USPSQD
 AW4861  HISTORY     - 1988     GOOD             USPSQD
 AW4861  HISTORY     - 1988     GOOD             USPSQD
 AW4861  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW4861  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 AW4861  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW4861
 AW4861                          STATION DESCRIPTION
 AW4861
 AW4861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4861'IN SOUTH HOUSTON.
 AW4861'IN SOUTH HOUSTON, AT THE CROSSING OF SPENCER HIGHWAY OVER BERRY BAYOU,
 AW4861'ALSO 0.65 KM (0.4 MI) EAST ALONG SPENCER HIGHWAY FROM THE JUNCTION OF
 AW4861'STATE ROUTE 3 IN SOUTH HOUSTON, 12.1 METERS (39.8 FT) NORTH OF THE
 AW4861'CENTERLINE OF THE WESTBOUND LANES OF SPENCER HIGHWAY, 12.3 METERS
 AW4861'(40.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF HIGHWAY BRIDGE CONCRETE
 AW4861'GUARDRAIL, AND 0.85 METERS (2.8 FT) WEST OF POWERLINE POLE NUMBER 79
 AW4861'WITH STREET LIGHT.
 AW4861'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AW4861'THE MARK IS 0.61 M BELOW HIGHWAY.
 AW4861
 AW4861                          STATION RECOVERY (1987)
 AW4861
 AW4861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4861'RECOVERED IN GOOD CONDITION.
 AW4861
 AW4861                          STATION RECOVERY (1988)
 AW4861
 AW4861'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW4861'RECOVERED IN GOOD CONDITION.
 AW4861
 AW4861                          STATION RECOVERY (1988)
 AW4861
 AW4861'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW4861'RECOVERED IN GOOD CONDITION.
 AW4861
 AW4861                          STATION RECOVERY (1988)
 AW4861
 AW4861'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW4861'RECOVERED IN GOOD CONDITION.
 AW4861
 AW4861                          STATION RECOVERY (1988)
 AW4861
 AW4861'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW4861'RECOVERED IN GOOD CONDITION.
 AW4861
 AW4861                          STATION RECOVERY (1998)
 AW4861
 AW4861'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4861'MARK NOT FOUND.
 AW4861
 AW4861                          STATION RECOVERY (2003)
 AW4861
 AW4861'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW4861'MARK NOT FOUND.
 AW4861
 AW4861                          STATION RECOVERY (2004)
 AW4861
 AW4861'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0930 ***********************************************************************
 CA0930  DESIGNATION -  V 1473
 CA0930  PID         -  CA0930
 CA0930  STATE/COUNTY-  TX/MILLS
 CA0930  USGS QUAD   -  MULLIN (1980)
 CA0930
 CA0930                         *CURRENT SURVEY CONTROL
 CA0930  ___________________________________________________________________
 CA0930* NAD 83(1986)-  31 33 55.     (N)    098 40 03.     (W)     SCALED    
 CA0930* NAVD 88     -       444.065  (meters)    1456.90   (feet)  ADJUSTED  
 CA0930  ___________________________________________________________________
 CA0930  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CA0930  DYNAMIC HT  -         443.483 (meters)    1454.99  (feet)  COMP
 CA0930  MODELED GRAV-     979,317.2   (mgal)                       NAVD 88
 CA0930
 CA0930  VERT ORDER  -  FIRST     CLASS II
 CA0930
 CA0930.The horizontal coordinates were scaled from a topographic map and have
 CA0930.an estimated accuracy of +/- 6 seconds.
 CA0930
 CA0930.The orthometric height was determined by differential leveling
 CA0930.and adjusted by the National Geodetic Survey in June 1991..
 CA0930
 CA0930.The geoid height was determined by GEOID03.
 CA0930
 CA0930.The dynamic height is computed by dividing the NAVD 88
 CA0930.geopotential number by the normal gravity value computed on the
 CA0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0930.degrees latitude (g = 980.6199 gals.).
 CA0930
 CA0930.The modeled gravity was interpolated from observed gravity values.
 CA0930
 CA0930;                    North         East    Units  Estimated Accuracy
 CA0930;SPC TX C     - 3,211,660.      858,130.      MT  (+/- 180 meters Scaled)
 CA0930
 CA0930                          SUPERSEDED SURVEY CONTROL
 CA0930
 CA0930.No superseded survey control is available for this station.
 CA0930
 CA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV315923(NAD 83)
 CA0930_MARKER: I = METAL ROD
 CA0930_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0930_SP_SET: STAINLESS STEEL ROD
 CA0930_STAMPING: V 1473 1983
 CA0930_MARK LOGO: NGS   
 CA0930_PROJECTION: FLUSH
 CA0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0930+STABILITY: POSITION/ELEVATION WELL
 CA0930_ROD/PIPE-DEPTH: 4.3  meters
 CA0930
 CA0930  HISTORY     - Date     Condition        Report By
 CA0930  HISTORY     - 1983     MONUMENTED       NGS
 CA0930
 CA0930                          STATION DESCRIPTION
 CA0930
 CA0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0930'17.5 KM (10.85 MI) NW FROM GOLDTHWAITE.
 CA0930'17.5 KM (10.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0930'COURTHOUSE IN GOLDTHWAITE, 1.1 KM (0.7 MI) NORTHWEST OF THE JUNCTION
 CA0930'OF FARM ROAD 573, 58.8 METERS (192.9 FT) SOUTHEAST OF A T-FENCE
 CA0930'CORNER, 19.3 METERS (63.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 CA0930'HIGHWAY AND 1.3 METERS (4.3 FT) SOUTH OF A UTILITY POLE.  NOTE, ACCESS
 CA0930'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0930'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0930'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0956 ***********************************************************************
 CA0956  DESIGNATION -  V 1474
 CA0956  PID         -  CA0956
 CA0956  STATE/COUNTY-  TX/LAMPASAS
 CA0956  USGS QUAD   -  LAMPASAS (1954)
 CA0956
 CA0956                         *CURRENT SURVEY CONTROL
 CA0956  ___________________________________________________________________
 CA0956* NAD 83(1986)-  31 05 27.     (N)    098 10 41.     (W)     SCALED    
 CA0956* NAVD 88     -       319.088  (meters)    1046.87   (feet)  ADJUSTED  
 CA0956  ___________________________________________________________________
 CA0956  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA0956  DYNAMIC HT  -         318.663 (meters)    1045.48  (feet)  COMP
 CA0956  MODELED GRAV-     979,300.1   (mgal)                       NAVD 88
 CA0956
 CA0956  VERT ORDER  -  FIRST     CLASS II
 CA0956
 CA0956.The horizontal coordinates were scaled from a topographic map and have
 CA0956.an estimated accuracy of +/- 6 seconds.
 CA0956
 CA0956.The orthometric height was determined by differential leveling
 CA0956.and adjusted by the National Geodetic Survey in June 1991..
 CA0956
 CA0956.The geoid height was determined by GEOID03.
 CA0956
 CA0956.The dynamic height is computed by dividing the NAVD 88
 CA0956.geopotential number by the normal gravity value computed on the
 CA0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0956.degrees latitude (g = 980.6199 gals.).
 CA0956
 CA0956.The modeled gravity was interpolated from observed gravity values.
 CA0956
 CA0956;                    North         East    Units  Estimated Accuracy
 CA0956;SPC TX C     - 3,159,870.      905,610.      MT  (+/- 180 meters Scaled)
 CA0956
 CA0956                          SUPERSEDED SURVEY CONTROL
 CA0956
 CA0956.No superseded survey control is available for this station.
 CA0956
 CA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV783399(NAD 83)
 CA0956_MARKER: I = METAL ROD
 CA0956_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0956+WITH SETTING: INFORMATION.
 CA0956_SP_SET: SHALLOW SET METAL ROD
 CA0956_STAMPING: V 1474 1983
 CA0956_MARK LOGO: NGS   
 CA0956_PROJECTION: FLUSH
 CA0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0956_ROD/PIPE-DEPTH: 1.8  meters
 CA0956
 CA0956  HISTORY     - Date     Condition        Report By
 CA0956  HISTORY     - 1983     MONUMENTED       NGS
 CA0956
 CA0956                          STATION DESCRIPTION
 CA0956
 CA0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0956'3.5 KM (2.15 MI) NW FROM LAMPASAS.
 CA0956'3.5 KM (2.15 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0956'RAILROAD STATION IN LAMPASAS, 43.6 METERS (143.0 FT) SOUTHEAST OF
 CA0956'MILEPOST 275, 14.3 METERS (46.9 FT) NORTHEAST OF THE NORTH CORNER OF A
 CA0956'RAILROAD BRIDGE, 14.0 METERS (45.9 FT) NORTHEAST OF THE NEAR RAIL AND
 CA0956'0.9 METER (3.0 FT) WEST OF A FENCE CORNER.  NOTE, REFUSAL WAS REACHED
 CA0956'AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0956'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0956'THE MARK IS 2.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1230 ***********************************************************************
 BZ1230  DESIGNATION -  V 1475
 BZ1230  PID         -  BZ1230
 BZ1230  STATE/COUNTY-  TX/BELL
 BZ1230  USGS QUAD   -  KILLEEN (1995)
 BZ1230
 BZ1230                         *CURRENT SURVEY CONTROL
 BZ1230  ___________________________________________________________________
 BZ1230* NAD 83(1986)-  31 07 07.     (N)    097 43 36.     (W)     SCALED    
 BZ1230* NAVD 88     -       253.230  (meters)     830.81   (feet)  ADJUSTED  
 BZ1230  ___________________________________________________________________
 BZ1230  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BZ1230  DYNAMIC HT  -         252.891 (meters)     829.69  (feet)  COMP
 BZ1230  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 BZ1230
 BZ1230  VERT ORDER  -  FIRST     CLASS II
 BZ1230
 BZ1230.The horizontal coordinates were scaled from a topographic map and have
 BZ1230.an estimated accuracy of +/- 6 seconds.
 BZ1230
 BZ1230.The orthometric height was determined by differential leveling
 BZ1230.and adjusted by the National Geodetic Survey in June 1991..
 BZ1230
 BZ1230.The geoid height was determined by GEOID03.
 BZ1230
 BZ1230.The dynamic height is computed by dividing the NAVD 88
 BZ1230.geopotential number by the normal gravity value computed on the
 BZ1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1230.degrees latitude (g = 980.6199 gals.).
 BZ1230
 BZ1230.The modeled gravity was interpolated from observed gravity values.
 BZ1230
 BZ1230;                    North         East    Units  Estimated Accuracy
 BZ1230;SPC TX C     - 3,163,870.      948,590.      MT  (+/- 180 meters Scaled)
 BZ1230
 BZ1230                          SUPERSEDED SURVEY CONTROL
 BZ1230
 BZ1230.No superseded survey control is available for this station.
 BZ1230
 BZ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV214434(NAD 83)
 BZ1230_MARKER: I = METAL ROD
 BZ1230_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1230+WITH SETTING: INFORMATION.
 BZ1230_SP_SET: SHALLOW SET METAL ROD
 BZ1230_STAMPING: V 1475 1983
 BZ1230_MARK LOGO: NGS   
 BZ1230_PROJECTION: FLUSH
 BZ1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1230_ROD/PIPE-DEPTH: 2.1  meters
 BZ1230
 BZ1230  HISTORY     - Date     Condition        Report By
 BZ1230  HISTORY     - 1983     MONUMENTED       NGS
 BZ1230  HISTORY     - 19950715 GOOD             USPSQD
 BZ1230  HISTORY     - 20010317 GOOD             USPSQD
 BZ1230
 BZ1230                          STATION DESCRIPTION
 BZ1230
 BZ1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1230'IN KILLEEN.
 BZ1230'IN KILLEEN, AT THE INTERSECTION OF 8TH STREET AND THE SANTA FE
 BZ1230'RAILROAD, 0.2 KM (0.1 MI) EAST OF THE RAILROAD STATION, IN THE NORTH
 BZ1230'EDGE OF A PARK, 37.4 METERS (122.7 FT) EAST OF THE CENTERLINE OF THE
 BZ1230'STREET, 7.3 METERS (24.0 FT) SOUTH OF THE NEAR RAIL AND 1.1 METERS
 BZ1230'(3.6 FT) EAST OF A UTILITY POLE.  NOTE, REFUSAL WAS REACHED AT 7.0 FT.
 BZ1230'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BZ1230'THE MARK IS 0.5 M BELOW THE TRACKS.
 BZ1230
 BZ1230                          STATION RECOVERY (1995)
 BZ1230
 BZ1230'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1230'RECOVERED IN GOOD CONDITION.
 BZ1230
 BZ1230                          STATION RECOVERY (2001)
 BZ1230
 BZ1230'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2471 ***********************************************************************
 CS2471  DESIGNATION -  V 1476
 CS2471  PID         -  CS2471
 CS2471  STATE/COUNTY-  TX/JOHNSON
 CS2471  USGS QUAD   -  ALVARADO (1978)
 CS2471
 CS2471                         *CURRENT SURVEY CONTROL
 CS2471  ___________________________________________________________________
 CS2471* NAD 83(1986)-  32 25 47.     (N)    097 14 19.     (W)     SCALED    
 CS2471* NAVD 88     -       241.656  (meters)     792.83   (feet)  ADJUSTED  
 CS2471  ___________________________________________________________________
 CS2471  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CS2471  DYNAMIC HT  -         241.367 (meters)     791.88  (feet)  COMP
 CS2471  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 CS2471
 CS2471  VERT ORDER  -  FIRST     CLASS II
 CS2471
 CS2471.The horizontal coordinates were scaled from a topographic map and have
 CS2471.an estimated accuracy of +/- 6 seconds.
 CS2471
 CS2471.The orthometric height was determined by differential leveling
 CS2471.and adjusted by the National Geodetic Survey in June 1991..
 CS2471
 CS2471.The geoid height was determined by GEOID03.
 CS2471
 CS2471.The dynamic height is computed by dividing the NAVD 88
 CS2471.geopotential number by the normal gravity value computed on the
 CS2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2471.degrees latitude (g = 980.6199 gals.).
 CS2471
 CS2471.The modeled gravity was interpolated from observed gravity values.
 CS2471
 CS2471;                    North         East    Units  Estimated Accuracy
 CS2471;SPC TXNC     - 2,085,330.      718,620.      MT  (+/- 180 meters Scaled)
 CS2471
 CS2471                          SUPERSEDED SURVEY CONTROL
 CS2471
 CS2471.No superseded survey control is available for this station.
 CS2471
 CS2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA656894(NAD 83)
 CS2471_MARKER: DB = BENCH MARK DISK
 CS2471_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2471_SP_SET: ABUTMENT
 CS2471_STAMPING: V 1476 1983
 CS2471_MARK LOGO: NGS   
 CS2471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2471
 CS2471  HISTORY     - Date     Condition        Report By
 CS2471  HISTORY     - 1983     MONUMENTED       NGS
 CS2471  HISTORY     - 19910413 GOOD             USPSQD
 CS2471  HISTORY     - 19940324 GOOD             USPSQD
 CS2471  HISTORY     - 19990605 GOOD             USPSQD
 CS2471
 CS2471                          STATION DESCRIPTION
 CS2471
 CS2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2471'19.3 KM (11.95 MI) NORT FROM GRANDVIEW.
 CS2471'0.2 KM (0.1 MI) EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE
 CS2471'MISSOURI, KANSAS AND TEXAS RAILROAD IN GRANDVIEW, THENCE 19.1 KM
 CS2471'(11.85 MI) NORTHERLY ALONG U.S. HIGHWAY 81, IN TOP OF AND 0.2 METER
 CS2471'(0.1 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 CS2471'ABUTMENT OF COUNTY ROAD 604 OVERPASS, 24.9 METERS (81.7 FT) SOUTHWEST
 CS2471'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY AND
 CS2471'3.7 METERS (12.1 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD.
 CS2471'THE MARK IS 0.3 M ABOVE THE ROAD.
 CS2471
 CS2471                          STATION RECOVERY (1991)
 CS2471
 CS2471'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2471'RECOVERED IN GOOD CONDITION.
 CS2471
 CS2471                          STATION RECOVERY (1994)
 CS2471
 CS2471'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2471'RECOVERED IN GOOD CONDITION.
 CS2471
 CS2471                          STATION RECOVERY (1999)
 CS2471
 CS2471'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2433 ***********************************************************************
 CS2433  DESIGNATION -  V 1477
 CS2433  PID         -  CS2433
 CS2433  STATE/COUNTY-  TX/PARKER
 CS2433  USGS QUAD   -  ANNETA (1979)
 CS2433
 CS2433                         *CURRENT SURVEY CONTROL
 CS2433  ___________________________________________________________________
 CS2433* NAD 83(1986)-  32 44 47.     (N)    097 40 25.     (W)     SCALED    
 CS2433* NAVD 88     -       283.833  (meters)     931.21   (feet)  ADJUSTED  
 CS2433  ___________________________________________________________________
 CS2433  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CS2433  DYNAMIC HT  -         283.490 (meters)     930.08  (feet)  COMP
 CS2433  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 CS2433
 CS2433  VERT ORDER  -  FIRST     CLASS II
 CS2433
 CS2433.The horizontal coordinates were scaled from a topographic map and have
 CS2433.an estimated accuracy of +/- 6 seconds.
 CS2433
 CS2433.The orthometric height was determined by differential leveling
 CS2433.and adjusted by the National Geodetic Survey in June 1991..
 CS2433
 CS2433.The geoid height was determined by GEOID03.
 CS2433
 CS2433.The dynamic height is computed by dividing the NAVD 88
 CS2433.geopotential number by the normal gravity value computed on the
 CS2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2433.degrees latitude (g = 980.6199 gals.).
 CS2433
 CS2433.The modeled gravity was interpolated from observed gravity values.
 CS2433
 CS2433;                    North         East    Units  Estimated Accuracy
 CS2433;SPC TXNC     - 2,120,040.      677,440.      MT  (+/- 180 meters Scaled)
 CS2433
 CS2433                          SUPERSEDED SURVEY CONTROL
 CS2433
 CS2433.No superseded survey control is available for this station.
 CS2433
 CS2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB242239(NAD 83)
 CS2433_MARKER: DB = BENCH MARK DISK
 CS2433_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2433_SP_SET: ABUTMENT
 CS2433_STAMPING: V 1477 1983
 CS2433_MARK LOGO: NGS   
 CS2433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2433+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CS2433
 CS2433  HISTORY     - Date     Condition        Report By
 CS2433  HISTORY     - 1983     MONUMENTED       NGS
 CS2433  HISTORY     - 19910522 GOOD             USPSQD
 CS2433  HISTORY     - 19950820 GOOD             USPSQD
 CS2433  HISTORY     - 19970524 GOOD             USPSQD
 CS2433  HISTORY     - 20041023 GOOD             USPSQD
 CS2433  HISTORY     - 20051029 GOOD             USPSQD
 CS2433
 CS2433                          STATION DESCRIPTION
 CS2433
 CS2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2433'11.5 KM (7.15 MI) EAST FROM WEATHERFORD.
 CS2433'11.5 KM (7.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2433'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, IN TOP OF AND 0.1
 CS2433'METER (0.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 CS2433'THE HIGHWAY OVERPASS OVER WILLOW SPRINGS ROAD AND 9.6 METERS (31.5 FT)
 CS2433'SOUTH OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY.
 CS2433'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 CS2433
 CS2433                          STATION RECOVERY (1991)
 CS2433
 CS2433'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2433'RECOVERED IN GOOD CONDITION.
 CS2433
 CS2433                          STATION RECOVERY (1995)
 CS2433
 CS2433'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2433'RECOVERED IN GOOD CONDITION.
 CS2433
 CS2433                          STATION RECOVERY (1997)
 CS2433
 CS2433'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2433'RECOVERED IN GOOD CONDITION.
 CS2433
 CS2433                          STATION RECOVERY (2004)
 CS2433
 CS2433'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMF)
 CS2433'RECOVERED IN GOOD CONDITION.
 CS2433
 CS2433                          STATION RECOVERY (2005)
 CS2433
 CS2433'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2433'CHANGE WILLOW SPRINGS ROAD TO MIKUS ROAD, EXIT 415
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0902 ***********************************************************************
 CT0902  DESIGNATION -  V 1478
 CT0902  PID         -  CT0902
 CT0902  STATE/COUNTY-  TX/PALO PINTO
 CT0902  USGS QUAD   -  SANTO (1984)
 CT0902
 CT0902                         *CURRENT SURVEY CONTROL
 CT0902  ___________________________________________________________________
 CT0902* NAD 83(1986)-  32 35 31.     (N)    098 08 01.     (W)     SCALED    
 CT0902* NAVD 88     -       254.772  (meters)     835.86   (feet)  ADJUSTED  
 CT0902  ___________________________________________________________________
 CT0902  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0902  DYNAMIC HT  -         254.457 (meters)     834.83  (feet)  COMP
 CT0902  MODELED GRAV-     979,398.1   (mgal)                       NAVD 88
 CT0902
 CT0902  VERT ORDER  -  FIRST     CLASS II
 CT0902
 CT0902.The horizontal coordinates were scaled from a topographic map and have
 CT0902.an estimated accuracy of +/- 6 seconds.
 CT0902
 CT0902.The orthometric height was determined by differential leveling
 CT0902.and adjusted by the National Geodetic Survey in June 1991..
 CT0902
 CT0902.The geoid height was determined by GEOID03.
 CT0902
 CT0902.The dynamic height is computed by dividing the NAVD 88
 CT0902.geopotential number by the normal gravity value computed on the
 CT0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0902.degrees latitude (g = 980.6199 gals.).
 CT0902
 CT0902.The modeled gravity was interpolated from observed gravity values.
 CT0902
 CT0902;                    North         East    Units  Estimated Accuracy
 CT0902;SPC TXNC     - 2,102,660.      634,390.      MT  (+/- 180 meters Scaled)
 CT0902
 CT0902                          SUPERSEDED SURVEY CONTROL
 CT0902
 CT0902.No superseded survey control is available for this station.
 CT0902
 CT0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB813063(NAD 83)
 CT0902_MARKER: DB = BENCH MARK DISK
 CT0902_SETTING: 66 = SET IN ROCK OUTCROP
 CT0902_SP_SET: ROCK OUTCROP
 CT0902_STAMPING: V 1478 1983
 CT0902_MARK LOGO: NGS   
 CT0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0902+STABILITY: POSITION/ELEVATION WELL
 CT0902
 CT0902  HISTORY     - Date     Condition        Report By
 CT0902  HISTORY     - 1983     MONUMENTED       NGS
 CT0902  HISTORY     - 19980627 GOOD             USPSQD
 CT0902  HISTORY     - 20020316 GOOD             USPSQD
 CT0902  HISTORY     - 20040327 GOOD             USPSQD
 CT0902
 CT0902                          STATION DESCRIPTION
 CT0902
 CT0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0902'37.1 KM (23.05 MI) WEST FROM WEATHERFORD.
 CT0902'37.1 KM (23.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0902'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, IN THE NORTHEAST END
 CT0902'OF A 3- BY 10-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI)
 CT0902'NORTHEAST OF MILEPOST 285, 49.1 METERS (161.1 FT) SOUTHEAST OF THE
 CT0902'CENTERLINE OF OF THE EAST BOUND LANES OF THE HIGHWAY, 19.3 METERS
 CT0902'(63.3 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND 10.2 METERS
 CT0902'(33.5 FT) SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD.
 CT0902'THE MARK IS 5.2 METERS  NW FROM  A WITNESS POST AND FENCE
 CT0902'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0902
 CT0902                          STATION RECOVERY (1998)
 CT0902
 CT0902'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0902'RECOVERED IN GOOD CONDITION.
 CT0902
 CT0902                          STATION RECOVERY (2002)
 CT0902
 CT0902'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0902'RECOVERED IN GOOD CONDITION.
 CT0902
 CT0902                          STATION RECOVERY (2004)
 CT0902
 CT0902'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0917 ***********************************************************************
 CT0917  CBN         -  This is a Cooperative Base Network Control Station.
 CT0917  DESIGNATION -  V 1479
 CT0917  PID         -  CT0917
 CT0917  STATE/COUNTY-  TX/ERATH
 CT0917  USGS QUAD   -  STRAWN EAST (1984)
 CT0917
 CT0917                         *CURRENT SURVEY CONTROL
 CT0917  ___________________________________________________________________
 CT0917* NAD 83(1993)-  32 30 35.69467(N)    098 23 39.14882(W)     ADJUSTED  
 CT0917* NAVD 88     -       315.587  (meters)    1035.39   (feet)  ADJUSTED  
 CT0917  ___________________________________________________________________
 CT0917  X           -    -785,990.500 (meters)                     COMP
 CT0917  Y           -  -5,326,443.055 (meters)                     COMP
 CT0917  Z           -   3,408,404.561 (meters)                     COMP
 CT0917  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CT0917  ELLIP HEIGHT-         286.71  (meters)          (10/24/00) GPS OBS
 CT0917  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CT0917  DYNAMIC HT  -         315.194 (meters)    1034.10  (feet)  COMP
 CT0917  MODELED GRAV-     979,385.5   (mgal)                       NAVD 88
 CT0917
 CT0917  HORZ ORDER  -  B
 CT0917  VERT ORDER  -  FIRST     CLASS II
 CT0917  ELLP ORDER  -  FOURTH    CLASS II
 CT0917
 CT0917.The horizontal coordinates were established by GPS observations
 CT0917.and adjusted by the National Geodetic Survey in May 1994..
 CT0917
 CT0917.The orthometric height was determined by differential leveling
 CT0917.and adjusted by the National Geodetic Survey in June 1991..
 CT0917
 CT0917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT0917
 CT0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0917
 CT0917.The ellipsoidal height was determined by GPS observations
 CT0917.and is referenced to NAD 83.
 CT0917
 CT0917.The geoid height was determined by GEOID03.
 CT0917
 CT0917.The dynamic height is computed by dividing the NAVD 88
 CT0917.geopotential number by the normal gravity value computed on the
 CT0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0917.degrees latitude (g = 980.6199 gals.).
 CT0917
 CT0917.The modeled gravity was interpolated from observed gravity values.
 CT0917
 CT0917;                    North         East     Units Scale Factor Converg.
 CT0917;SPC TXNC     - 2,093,513.480   609,940.071   MT  0.99991701   +0 03 27.7
 CT0917;SPC TXNC     - 6,868,468.81  2,001,111.72   sFT  0.99991701   +0 03 27.7
 CT0917;UTM  14      - 3,597,119.899   556,901.803   MT  0.99963993   +0 19 32.1
 CT0917
 CT0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0917!SPC TXNC     -   0.99995499  x   0.99991701  =   0.99987200
 CT0917!UTM  14      -   0.99995499  x   0.99963993  =   0.99959493
 CT0917
 CT0917                          SUPERSEDED SURVEY CONTROL
 CT0917
 CT0917  ELLIP H (05/09/94)  286.77   (m)                       GP(       ) 4 2
 CT0917  NAVD 88 (02/20/96)  315.59   (m)         1035.4    (f) LEVELING    3  
 CT0917
 CT0917.Superseded values are not recommended for survey control.
 CT0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0917.See file dsdata.txt to determine how the superseded data were derived.
 CT0917
 CT0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA5690297120(NAD 83)
 CT0917_MARKER: I = METAL ROD
 CT0917_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0917_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CT0917_STAMPING: V 1479 1983
 CT0917_MARK LOGO: NGS   
 CT0917_PROJECTION: FLUSH
 CT0917_MAGNETIC: I = MARKER IS A STEEL ROD
 CT0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0917+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 CT0917_ROD/PIPE-DEPTH: 1.5  meters
 CT0917
 CT0917  HISTORY     - Date     Condition        Report By
 CT0917  HISTORY     - 1983     MONUMENTED       NGS
 CT0917  HISTORY     - 19930127 GOOD             NGS
 CT0917  HISTORY     - 19930429 GOOD
 CT0917  HISTORY     - 19941220 GOOD             NGS
 CT0917  HISTORY     - 19990828 GOOD             USPSQD
 CT0917  HISTORY     - 20020316 GOOD             USPSQD
 CT0917  HISTORY     - 20040327 GOOD             USPSQD
 CT0917
 CT0917                          STATION DESCRIPTION
 CT0917
 CT0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0917'30.3 KM (18.8 MI) EAST FROM RANGER.
 CT0917'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0917'30.3 KM (18.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0917'JUNCTION WITH FARM ROAD 2461 IN RANGER, 0.6 KM (0.35 MI) WEST OF
 CT0917'MILEPOST 369, 53.6 METERS (175.9 FT) NORTH OF THE CENTERLINE OF THE
 CT0917'WEST BOUND LANES OF THE HIGHWAY, 14.7 METERS (48.2 FT) NORTH OF THE
 CT0917'CENTERLINE OF A FRONTAGE ROAD AND 8.6 METERS (28.2 FT) EAST OF THE
 CT0917'CENTER OF A FIELD ETRANCE.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.
 CT0917'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0917'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CT0917
 CT0917                          STATION RECOVERY (1993)
 CT0917
 CT0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CT0917'STATION IS LOCATED ABOUT 26 KM (16.15 MI) EAST OF RANGER, 5 KM
 CT0917'(3.10 MI) SOUTHEAST OF MINGUS, JUST SOUTH OF THE ERATH-PALO PINTO
 CT0917'COUNTY LINE, ALONG THE NORTH FRONTAGE ROAD OF INTERSTATE HIGHWAY 20,
 CT0917'AT MILE 368.6, AT A GATED DIRT ROAD LEADING NORTH.  OWNERSHIP--TEXAS
 CT0917'DEPARTMENT OF TRANSPORTATION.
 CT0917'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 20
 CT0917'AND STATE HIGHWAY 108 (EXIT 367), ABOUT 4 KM (2.50 MI) SOUTH OF
 CT0917'MINGUS, GO NORTH ON HIGHWAY 108 FOR 0.10 KM (0.05 MI) TO THE FRONTAGE
 CT0917'ROAD.  TURN RIGHT, EAST, ON THE FRONTAGE ROAD FOR 2.16 KM (1.35 MI)
 CT0917'TO THE GATED ROAD AND STATION ON THE LEFT.
 CT0917'STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD ENCASED IN
 CT0917'A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST PROJECTING 1 CM ABOVE
 CT0917'GROUND.  IT IS 14.7 M (48.2 FT) NORTH OF, AND SLIGHTLY HIGHER THAN
 CT0917'THE ROAD CENTER, 8.7 M (28.5 FT) EAST OF THE DIRT ROAD CENTER WITH
 CT0917'PIPE GATE, 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST, 0.4 M
 CT0917'(1.3 FT) SOUTH OF A PIPE FENCE, 1.8 M (5.9 FT) WEST-SOUTHWEST OF A
 CT0917'PIPE FENCE POST, AND 3.5 M (11.5 FT) EAST OF TELEPHONE PEDESTAL 4934.
 CT0917
 CT0917                          STATION RECOVERY (1993)
 CT0917
 CT0917'RECOVERED 1993
 CT0917'RECOVERED IN GOOD CONDITION.
 CT0917
 CT0917                          STATION RECOVERY (1994)
 CT0917
 CT0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CT0917'THE STATION IS LOCATED ABOUT 4.9 KM (3.05 MI) SOUTHWEST OF GORDON, 3.2
 CT0917'KM (2.00 MI) SOUTHEAST OF MINGUS, ON THE NORTHWEST SIDE OF THE
 CT0917'NORTHWEST INTERSTATE I-20 FRONTAGE ROAD AND ABOUT 0.6 KM (0.35 MI)
 CT0917'SOUTHWEST OF HIGHWAY MILEPOST 369, AND ON THE HIGHWAY RIGHT OF WAY.
 CT0917'---OWNERSHIP DEPT.  OF TRANSPORTATION--- TO REACH FROM THE JUNCTION OF
 CT0917'INTERSTATE HIGHWAY 20 AND FARM ROAD 2461 IN RANGER, GO EASTERLY ON
 CT0917'I-20 FOR 30.3 KM (18.80 MI) TO THE STATION ON THE LEFT (NOTE--THE MARK
 CT0917'IS NORTH OF THE NORTH FRONTAGE ROAD) , ALSO THE STATION IS 0.6 KM
 CT0917'(0.35 MI) SOUTHWEST OF HIGHWAY MILE POST 369.  THE MARK IS A STEEL ROD
 CT0917'WITH PUNCH HOLE IN THE TOP, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP
 CT0917'SET IN CONCRETE THAT IS FLUSH WITH THE GROUND.  IT IS 53.6 M (175.9
 CT0917'FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE INTERSTATE
 CT0917'HIGHWAY, 14.7 M (48.2 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF
 CT0917'THE FRONTAGE ROAD, 8.6 M (28.2 FT) EAST OF THE CENTER OF A FIELD
 CT0917'ENTRANCE ROAD AND 0.3 M (1.0 FT) SOUTH OF A CARSONITE WITNESS POST AND
 CT0917'FENCE.
 CT0917
 CT0917                          STATION RECOVERY (1999)
 CT0917
 CT0917'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0917'RECOVERED IN GOOD CONDITION.
 CT0917
 CT0917                          STATION RECOVERY (2002)
 CT0917
 CT0917'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0917'RECOVERED IN GOOD CONDITION.
 CT0917
 CT0917                          STATION RECOVERY (2004)
 CT0917
 CT0917'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0943 ***********************************************************************
 CT0943  DESIGNATION -  V 1480
 CT0943  PID         -  CT0943
 CT0943  STATE/COUNTY-  TX/EASTLAND
 CT0943  USGS QUAD   -  EASTLAND (1987)
 CT0943
 CT0943                         *CURRENT SURVEY CONTROL
 CT0943  ___________________________________________________________________
 CT0943* NAD 83(1986)-  32 22 30.     (N)    098 52 07.     (W)     SCALED    
 CT0943* NAVD 88     -       475.914  (meters)    1561.39   (feet)  ADJUSTED  
 CT0943  ___________________________________________________________________
 CT0943  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CT0943  DYNAMIC HT  -         475.302 (meters)    1559.39  (feet)  COMP
 CT0943  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 CT0943
 CT0943  VERT ORDER  -  FIRST     CLASS II
 CT0943
 CT0943.The horizontal coordinates were scaled from a topographic map and have
 CT0943.an estimated accuracy of +/- 6 seconds.
 CT0943
 CT0943.The orthometric height was determined by differential leveling
 CT0943.and adjusted by the National Geodetic Survey in June 1991..
 CT0943
 CT0943.The geoid height was determined by GEOID03.
 CT0943
 CT0943.The dynamic height is computed by dividing the NAVD 88
 CT0943.geopotential number by the normal gravity value computed on the
 CT0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0943.degrees latitude (g = 980.6199 gals.).
 CT0943
 CT0943.The modeled gravity was interpolated from observed gravity values.
 CT0943
 CT0943;                    North         East    Units  Estimated Accuracy
 CT0943;SPC TXNC     - 2,078,610.      565,310.      MT  (+/- 180 meters Scaled)
 CT0943
 CT0943                          SUPERSEDED SURVEY CONTROL
 CT0943
 CT0943.No superseded survey control is available for this station.
 CT0943
 CT0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA123820(NAD 83)
 CT0943_MARKER: DB = BENCH MARK DISK
 CT0943_SETTING: 66 = SET IN ROCK OUTCROP
 CT0943_SP_SET: ROCK OUTCROP
 CT0943_STAMPING: V 1480 1983
 CT0943_MARK LOGO: NGS   
 CT0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0943
 CT0943  HISTORY     - Date     Condition        Report By
 CT0943  HISTORY     - 1983     MONUMENTED       NGS
 CT0943  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0943
 CT0943                          STATION DESCRIPTION
 CT0943
 CT0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0943'18.4 KM (11.45 MI) WEST FROM RANGER.
 CT0943'18.4 KM (11.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0943'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE CENTER OF THE NORTHERN
 CT0943'1/2 OF A 6- BY 6-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.8 KM (0.5
 CT0943'MI) WEST OF MILEPOST 339, 137.2 METERS (450.1 FT) EAST OF THE EXTENDED
 CT0943'CENTER OF A DIRT ROAD LEADING SOUTH, 19.4 METERS (63.6 FT) SOUTH OF
 CT0943'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND 13.1 METERS
 CT0943'(43.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD.
 CT0943'THE MARK IS 23.3 METERS  S FROM  A WITNESS POST AND FENCE
 CT0943'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 CT0943
 CT0943                          STATION RECOVERY (2002)
 CT0943
 CT0943'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0612 ***********************************************************************
 EN0612  DESIGNATION -  V 1481
 EN0612  PID         -  EN0612
 EN0612  STATE/COUNTY-  TX/DONLEY
 EN0612  USGS QUAD   -  GILES (1982)
 EN0612
 EN0612                         *CURRENT SURVEY CONTROL
 EN0612  ___________________________________________________________________
 EN0612* NAD 83(1986)-  34 48 47.     (N)    100 35 27.     (W)     SCALED    
 EN0612* NAVD 88     -       739.958  (meters)    2427.68   (feet)  ADJUSTED  
 EN0612  ___________________________________________________________________
 EN0612  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EN0612  DYNAMIC HT  -         739.125 (meters)    2424.95  (feet)  COMP
 EN0612  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 EN0612
 EN0612  VERT ORDER  -  FIRST     CLASS II
 EN0612
 EN0612.The horizontal coordinates were scaled from a topographic map and have
 EN0612.an estimated accuracy of +/- 6 seconds.
 EN0612
 EN0612.The orthometric height was determined by differential leveling
 EN0612.and adjusted by the National Geodetic Survey in June 1991..
 EN0612
 EN0612.The geoid height was determined by GEOID03.
 EN0612
 EN0612.The dynamic height is computed by dividing the NAVD 88
 EN0612.geopotential number by the normal gravity value computed on the
 EN0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0612.degrees latitude (g = 980.6199 gals.).
 EN0612
 EN0612.The modeled gravity was interpolated from observed gravity values.
 EN0612
 EN0612;                    North         East    Units  Estimated Accuracy
 EN0612;SPC TX N     - 1,090,580.      283,180.      MT  (+/- 180 meters Scaled)
 EN0612
 EN0612                          SUPERSEDED SURVEY CONTROL
 EN0612
 EN0612.No superseded survey control is available for this station.
 EN0612
 EN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD544534(NAD 83)
 EN0612_MARKER: I = METAL ROD
 EN0612_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EN0612_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EN0612_STAMPING: V 1481 1984
 EN0612_MARK LOGO: NGS   
 EN0612_PROJECTION: FLUSH
 EN0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0612+STABILITY: POSITION/ELEVATION WELL
 EN0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0612+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EN0612_ROD/PIPE-DEPTH: 9.7  meters
 EN0612_SLEEVE-DEPTH  : 9.0 meters
 EN0612
 EN0612  HISTORY     - Date     Condition        Report By
 EN0612  HISTORY     - 1984     MONUMENTED       NGS
 EN0612  HISTORY     - 20030408 GOOD             GEOCAC
 EN0612
 EN0612                          STATION DESCRIPTION
 EN0612
 EN0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0612'11.1 KM (6.9 MI) NW FROM MEMPHIS.
 EN0612'11.1 KM (6.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0612'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 0.9 KM (0.55 MI) SOUTHEAST
 EN0612'OF A DIRT ROAD LEADING EAST TO GILES, 29.0 M (95.1 FT) NORTHEAST OF
 EN0612'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND 4.0 M
 EN0612'(13.1 FT) NORTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 EN0612'IS THROUGH A 5-INCH LOGO CAP.
 EN0612'THE MARK IS 0.7 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0612'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EN0612
 EN0612                          STATION RECOVERY (2003)
 EN0612
 EN0612'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 EN0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0646 ***********************************************************************
 DO0646  DESIGNATION -  V 1482
 DO0646  PID         -  DO0646
 DO0646  STATE/COUNTY-  TX/WICHITA
 DO0646  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0646
 DO0646                         *CURRENT SURVEY CONTROL
 DO0646  ___________________________________________________________________
 DO0646* NAD 83(1986)-  33 56 20.     (N)    098 35 23.     (W)     SCALED    
 DO0646* NAVD 88     -       295.381  (meters)     969.10   (feet)  ADJUSTED  
 DO0646  ___________________________________________________________________
 DO0646  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DO0646  DYNAMIC HT  -         295.057 (meters)     968.03  (feet)  COMP
 DO0646  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 DO0646
 DO0646  VERT ORDER  -  FIRST     CLASS II
 DO0646
 DO0646.The horizontal coordinates were scaled from a topographic map and have
 DO0646.an estimated accuracy of +/- 6 seconds.
 DO0646
 DO0646.The orthometric height was determined by differential leveling
 DO0646.and adjusted by the National Geodetic Survey in June 1991..
 DO0646
 DO0646.The geoid height was determined by GEOID03.
 DO0646
 DO0646.The dynamic height is computed by dividing the NAVD 88
 DO0646.geopotential number by the normal gravity value computed on the
 DO0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0646.degrees latitude (g = 980.6199 gals.).
 DO0646
 DO0646.The modeled gravity was interpolated from observed gravity values.
 DO0646
 DO0646;                    North         East    Units  Estimated Accuracy
 DO0646;SPC TXNC     - 2,251,980.      591,710.      MT  (+/- 180 meters Scaled)
 DO0646
 DO0646                          SUPERSEDED SURVEY CONTROL
 DO0646
 DO0646.No superseded survey control is available for this station.
 DO0646
 DO0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC379554(NAD 83)
 DO0646_MARKER: I = METAL ROD
 DO0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0646_SP_SET: STAINLESS STEEL ROD
 DO0646_STAMPING: V 1482 1984
 DO0646_MARK LOGO: NGS   
 DO0646_PROJECTION: FLUSH
 DO0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0646+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 DO0646_ROD/PIPE-DEPTH: 9.8  meters
 DO0646
 DO0646  HISTORY     - Date     Condition        Report By
 DO0646  HISTORY     - 1984     MONUMENTED       NGS
 DO0646  HISTORY     - 20010525 GOOD             USPSQD
 DO0646  HISTORY     - 20030625 GOOD             USPSQD
 DO0646
 DO0646                          STATION DESCRIPTION
 DO0646
 DO0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0646'10.0 KM (6.2 MI) NW FROM WICHITA FALLS.
 DO0646'10.0 KM (6.2 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0646'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, 47.2 METERS
 DO0646'(154.9 FT) NORTH OF THE NEAR RAIL, 41.5 METERS (136.2 FT) WEST OF THE
 DO0646'CENTER OF HUNTINGTON LANE, 8.3 METERS (27.2 FT) NORTH OF THE
 DO0646'CENTERLINE OF THE WEST BOUND LANES OF U.S. HIGHWAY 287, AND 1.1 METERS
 DO0646'(3.6 FT) WEST OF UTILITY POLE NUMBER 12.  NOTE=ACCESS TO THE DATUM
 DO0646'POINT IS THROUGH A 5-INCH LOGO CAP.
 DO0646'THE MARK IS 3.5 METERS  S FROM  A WITNESS POST AND FEMCE
 DO0646'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DO0646
 DO0646                          STATION RECOVERY (2001)
 DO0646
 DO0646'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0646'RECOVERED IN GOOD CONDITION.
 DO0646
 DO0646                          STATION RECOVERY (2003)
 DO0646
 DO0646'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 DO0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0538 ***********************************************************************
 EM0538  DESIGNATION -  V 1483
 EM0538  PID         -  EM0538
 EM0538  STATE/COUNTY-  TX/WILBARGER
 EM0538  USGS QUAD   -  OKLAUNION (1985)
 EM0538
 EM0538                         *CURRENT SURVEY CONTROL
 EM0538  ___________________________________________________________________
 EM0538* NAD 83(1986)-  34 08 53.     (N)    099 13 38.     (W)     SCALED    
 EM0538* NAVD 88     -       371.183  (meters)    1217.79   (feet)  ADJUSTED  
 EM0538  ___________________________________________________________________
 EM0538  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EM0538  DYNAMIC HT  -         370.767 (meters)    1216.42  (feet)  COMP
 EM0538  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 EM0538
 EM0538  VERT ORDER  -  FIRST     CLASS II
 EM0538
 EM0538.The horizontal coordinates were scaled from a topographic map and have
 EM0538.an estimated accuracy of +/- 6 seconds.
 EM0538
 EM0538.The orthometric height was determined by differential leveling
 EM0538.and adjusted by the National Geodetic Survey in June 1991..
 EM0538
 EM0538.The geoid height was determined by GEOID03.
 EM0538
 EM0538.The dynamic height is computed by dividing the NAVD 88
 EM0538.geopotential number by the normal gravity value computed on the
 EM0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0538.degrees latitude (g = 980.6199 gals.).
 EM0538
 EM0538.The modeled gravity was interpolated from observed gravity values.
 EM0538
 EM0538;                    North         East    Units  Estimated Accuracy
 EM0538;SPC TXNC     - 2,275,410.      532,930.      MT  (+/- 180 meters Scaled)
 EM0538
 EM0538                          SUPERSEDED SURVEY CONTROL
 EM0538
 EM0538.No superseded survey control is available for this station.
 EM0538
 EM0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC790785(NAD 83)
 EM0538_MARKER: DB = BENCH MARK DISK
 EM0538_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0538_SP_SET: PIER
 EM0538_STAMPING: V 1483 1984
 EM0538_MARK LOGO: NGS   
 EM0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0538
 EM0538  HISTORY     - Date     Condition        Report By
 EM0538  HISTORY     - 1984     MONUMENTED       NGS
 EM0538
 EM0538                          STATION DESCRIPTION
 EM0538
 EM0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0538'5.5 KM (3.4 MI) SE FROM VERNON.
 EM0538'5.5 KM (3.4 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0538'FROM THE STATION IN VERNON, SET VERTICALLY IN THE WEST FACE OF THE
 EM0538'MOST WESTERLY 1 OF 2 COLUMNS OF THE 1ST PIER SOUTH OF THE NORTH END OF
 EM0538'FARM ROAD 1763 OVERPASS OVER U.S. HIGHWAY 287, 39.7 METERS (130.2 FT)
 EM0538'SOUTH OF THE NEAR RAIL, 7.3 METERS (24.0 FT) NORTH OF THE CENTERLINE
 EM0538'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND 3.0 METERS (9.8 FT)
 EM0538'WEST OF THE CENTER OF THE ROAD.
 EM0538'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0595 ***********************************************************************
 EN0595  DESIGNATION -  V 1484
 EN0595  PID         -  EN0595
 EN0595  STATE/COUNTY-  TX/HALL
 EN0595  USGS QUAD   -  ESTELLINE (1985)
 EN0595
 EN0595                         *CURRENT SURVEY CONTROL
 EN0595  ___________________________________________________________________
 EN0595* NAD 83(1986)-  34 33 27.     (N)    100 26 23.     (W)     SCALED    
 EN0595* NAVD 88     -       545.852  (meters)    1790.85   (feet)  ADJUSTED  
 EN0595  ___________________________________________________________________
 EN0595  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 EN0595  DYNAMIC HT  -         545.233 (meters)    1788.82  (feet)  COMP
 EN0595  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 EN0595
 EN0595  VERT ORDER  -  FIRST     CLASS II
 EN0595
 EN0595.The horizontal coordinates were scaled from a topographic map and have
 EN0595.an estimated accuracy of +/- 6 seconds.
 EN0595
 EN0595.The orthometric height was determined by differential leveling
 EN0595.and adjusted by the National Geodetic Survey in June 1991..
 EN0595
 EN0595.The geoid height was determined by GEOID03.
 EN0595
 EN0595.The dynamic height is computed by dividing the NAVD 88
 EN0595.geopotential number by the normal gravity value computed on the
 EN0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0595.degrees latitude (g = 980.6199 gals.).
 EN0595
 EN0595.The modeled gravity was interpolated from observed gravity values.
 EN0595
 EN0595;                    North         East    Units  Estimated Accuracy
 EN0595;SPC TX N     - 1,062,370.      297,310.      MT  (+/- 180 meters Scaled)
 EN0595
 EN0595                          SUPERSEDED SURVEY CONTROL
 EN0595
 EN0595.No superseded survey control is available for this station.
 EN0595
 EN0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD679249(NAD 83)
 EN0595_MARKER: DB = BENCH MARK DISK
 EN0595_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EN0595_SP_SET: ABUTMENT
 EN0595_STAMPING: V 1484 1984
 EN0595_MARK LOGO: NGS   
 EN0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0595+STABILITY: POSITION/ELEVATION WELL
 EN0595
 EN0595  HISTORY     - Date     Condition        Report By
 EN0595  HISTORY     - 1984     MONUMENTED       NGS
 EN0595
 EN0595                          STATION DESCRIPTION
 EN0595
 EN0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0595'21.8 KM (13.55 MI) SE FROM MEMPHIS.
 EN0595'21.8 KM (13.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0595'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, IN TOP OF AND 0.8 M
 EN0595'(2.6 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 EN0595'HIGHWAY BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD, AND 7.8 M
 EN0595'(25.6 FT) WEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EN0595'HIGHWAY.
 EN0595'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0933 ***********************************************************************
 DN0933  DESIGNATION -  V 1485
 DN0933  PID         -  DN0933
 DN0933  STATE/COUNTY-  TX/WISE
 DN0933  USGS QUAD   -  ALVORD (1976)
 DN0933
 DN0933                         *CURRENT SURVEY CONTROL
 DN0933  ___________________________________________________________________
 DN0933* NAD 83(1986)-  33 19 51.     (N)    097 40 17.     (W)     SCALED    
 DN0933* NAVD 88     -       252.667  (meters)     828.96   (feet)  ADJUSTED  
 DN0933  ___________________________________________________________________
 DN0933  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DN0933  DYNAMIC HT  -         252.381 (meters)     828.02  (feet)  COMP
 DN0933  MODELED GRAV-     979,500.4   (mgal)                       NAVD 88
 DN0933
 DN0933  VERT ORDER  -  FIRST     CLASS II
 DN0933
 DN0933.The horizontal coordinates were scaled from a topographic map and have
 DN0933.an estimated accuracy of +/- 6 seconds.
 DN0933
 DN0933.The orthometric height was determined by differential leveling
 DN0933.and adjusted by the National Geodetic Survey in June 1991..
 DN0933
 DN0933.The geoid height was determined by GEOID03.
 DN0933
 DN0933.The dynamic height is computed by dividing the NAVD 88
 DN0933.geopotential number by the normal gravity value computed on the
 DN0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0933.degrees latitude (g = 980.6199 gals.).
 DN0933
 DN0933.The modeled gravity was interpolated from observed gravity values.
 DN0933
 DN0933;                    North         East    Units  Estimated Accuracy
 DN0933;SPC TXNC     - 2,184,840.      677,140.      MT  (+/- 180 meters Scaled)
 DN0933
 DN0933                          SUPERSEDED SURVEY CONTROL
 DN0933
 DN0933.No superseded survey control is available for this station.
 DN0933
 DN0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB236887(NAD 83)
 DN0933_MARKER: I = METAL ROD
 DN0933_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0933_SP_SET: STAINLESS STEEL ROD
 DN0933_STAMPING: V 1485 1984
 DN0933_MARK LOGO: NGS   
 DN0933_PROJECTION: FLUSH
 DN0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0933_ROD/PIPE-DEPTH: 6.1  meters
 DN0933
 DN0933  HISTORY     - Date     Condition        Report By
 DN0933  HISTORY     - 1984     MONUMENTED       NGS
 DN0933
 DN0933                          STATION DESCRIPTION
 DN0933
 DN0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0933'14.2 KM (8.85 MI) NW FROM DECATUR.
 DN0933'1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE BURLINGTON NORTHERN
 DN0933'RAILROAD STATION IN DECATUR, THENCE 12.7 KM (7.9 MI) NORTHWESTERLY
 DN0933'ALONG U.S. HIGHWAYS 287 AND 81, ON THE EXTENDED CENTER OF A HIGHWAY
 DN0933'CROSSOVER, 15.8 METERS (51.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DN0933'SOUTHEAST BOUND LANES OF THE HIGHWAY, 8.7 METERS (28.5 FT) NORTH OF A
 DN0933'UTILITY POLE, AND 0.3 METER (1.0 FT) NORTHEAST OF A FENCE.
 DN0933'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0933'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DN0933'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0618 ***********************************************************************
 DO0618  DESIGNATION -  V 1486
 DO0618  PID         -  DO0618
 DO0618  STATE/COUNTY-  TX/CLAY
 DO0618  USGS QUAD   -  BELLEVUE (1968)
 DO0618
 DO0618                         *CURRENT SURVEY CONTROL
 DO0618  ___________________________________________________________________
 DO0618* NAD 83(1986)-  33 42 37.     (N)    098 05 41.     (W)     SCALED    
 DO0618* NAVD 88     -       288.480  (meters)     946.45   (feet)  ADJUSTED  
 DO0618  ___________________________________________________________________
 DO0618  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DO0618  DYNAMIC HT  -         288.159 (meters)     945.40  (feet)  COMP
 DO0618  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 DO0618
 DO0618  VERT ORDER  -  FIRST     CLASS II
 DO0618
 DO0618.The horizontal coordinates were scaled from a topographic map and have
 DO0618.an estimated accuracy of +/- 6 seconds.
 DO0618
 DO0618.The orthometric height was determined by differential leveling
 DO0618.and adjusted by the National Geodetic Survey in June 1991..
 DO0618
 DO0618.The geoid height was determined by GEOID03.
 DO0618
 DO0618.The dynamic height is computed by dividing the NAVD 88
 DO0618.geopotential number by the normal gravity value computed on the
 DO0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0618.degrees latitude (g = 980.6199 gals.).
 DO0618
 DO0618.The modeled gravity was interpolated from observed gravity values.
 DO0618
 DO0618;                    North         East    Units  Estimated Accuracy
 DO0618;SPC TXNC     - 2,226,690.      637,570.      MT  (+/- 180 meters Scaled)
 DO0618
 DO0618                          SUPERSEDED SURVEY CONTROL
 DO0618
 DO0618.No superseded survey control is available for this station.
 DO0618
 DO0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC838304(NAD 83)
 DO0618_MARKER: I = METAL ROD
 DO0618_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO0618+WITH SETTING: INFORMATION.
 DO0618_SP_SET: SHALLOW SET METAL ROD
 DO0618_STAMPING: V 1486 1984
 DO0618_MARK LOGO: NGS   
 DO0618_PROJECTION: FLUSH
 DO0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0618_ROD/PIPE-DEPTH: 2.4  meters
 DO0618
 DO0618  HISTORY     - Date     Condition        Report By
 DO0618  HISTORY     - 1984     MONUMENTED       NGS
 DO0618
 DO0618                          STATION DESCRIPTION
 DO0618
 DO0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0618'29.0 KM (18.0 MI) NW FROM BOWIE.
 DO0618'29.0 KM (18.0 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0618'FROM THE STATION IN BOWIE, 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 86,
 DO0618'0.6 KM (0.35 MI) SOUTHEAST OF THE INTERSECTION OF A DIRT CROSSROAD,
 DO0618'14.1 METERS (46.3 FT) NORTHEAST OF THE NEAR RAIL, AND 0.9 METERS
 DO0618'(3.0 FT) WEST OF UTILITY POLE NUMBER 1090.  NOTE=REFUSAL WAS REACHED
 DO0618'AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DO0618'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DO0618'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0569 ***********************************************************************
 EM0569  DESIGNATION -  V 1487
 EM0569  PID         -  EM0569
 EM0569  STATE/COUNTY-  TX/HARDEMAN
 EM0569  USGS QUAD   -  GOODLETT (1990)
 EM0569
 EM0569                         *CURRENT SURVEY CONTROL
 EM0569  ___________________________________________________________________
 EM0569* NAD 83(1986)-  34 20 01.     (N)    099 52 45.     (W)     SCALED    
 EM0569* NAVD 88     -       476.394  (meters)    1562.97   (feet)  ADJUSTED  
 EM0569  ___________________________________________________________________
 EM0569  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EM0569  DYNAMIC HT  -         475.856 (meters)    1561.20  (feet)  COMP
 EM0569  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 EM0569
 EM0569  VERT ORDER  -  FIRST     CLASS II
 EM0569
 EM0569.The horizontal coordinates were scaled from a topographic map and have
 EM0569.an estimated accuracy of +/- 6 seconds.
 EM0569
 EM0569.The orthometric height was determined by differential leveling
 EM0569.and adjusted by the National Geodetic Survey in June 1991..
 EM0569
 EM0569.The geoid height was determined by GEOID03.
 EM0569
 EM0569.The dynamic height is computed by dividing the NAVD 88
 EM0569.geopotential number by the normal gravity value computed on the
 EM0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0569.degrees latitude (g = 980.6199 gals.).
 EM0569
 EM0569.The modeled gravity was interpolated from observed gravity values.
 EM0569
 EM0569;                    North         East    Units  Estimated Accuracy
 EM0569;SPC TXNC     - 2,296,600.      473,070.      MT  (+/- 180 meters Scaled)
 EM0569
 EM0569                          SUPERSEDED SURVEY CONTROL
 EM0569
 EM0569.No superseded survey control is available for this station.
 EM0569
 EM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC191994(NAD 83)
 EM0569_MARKER: I = METAL ROD
 EM0569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0569_SP_SET: STAINLESS STEEL ROD
 EM0569_STAMPING: V 1487 1984
 EM0569_MARK LOGO: NGS   
 EM0569_PROJECTION: FLUSH
 EM0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0569_ROD/PIPE-DEPTH: 4.9  meters
 EM0569
 EM0569  HISTORY     - Date     Condition        Report By
 EM0569  HISTORY     - 1984     MONUMENTED       NGS
 EM0569
 EM0569                          STATION DESCRIPTION
 EM0569
 EM0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0569'IN GOODLETT.
 EM0569'IN GOODLETT, AT THE JUNCTION OF U.S. HIGHWAY 287 AND FARM ROAD 2363,
 EM0569'26.9 M (88.3 FT) NORTH OF THE CENTERLINE OF THE NORTHWEST BOUND LANES
 EM0569'OF THE HIGHWAY, 17.1 M (56.1 FT) WEST OF THE CENTER OF FARM ROAD 2363,
 EM0569'10.0 M (32.8 FT) SOUTH OF A UTILITY POLE, AND 2.4 M (7.9 FT) WEST OF A
 EM0569'FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EM0569'CAP.
 EM0569'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EM0569'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1303 ***********************************************************************
 GL1303  DESIGNATION -  V 1488
 GL1303  PID         -  GL1303
 GL1303  STATE/COUNTY-  TX/DALLAM
 GL1303  USGS QUAD   -  COLDWATER EAST (1973)
 GL1303
 GL1303                         *CURRENT SURVEY CONTROL
 GL1303  ___________________________________________________________________
 GL1303* NAD 83(1986)-  36 24 14.     (N)    102 32 26.     (W)     SCALED    
 GL1303* NAVD 88     -      1256.090  (meters)    4121.02   (feet)  ADJUSTED  
 GL1303  ___________________________________________________________________
 GL1303  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 GL1303  DYNAMIC HT  -        1254.675 (meters)    4116.38  (feet)  COMP
 GL1303  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 GL1303
 GL1303  VERT ORDER  -  FIRST     CLASS II
 GL1303
 GL1303.The horizontal coordinates were scaled from a topographic map and have
 GL1303.an estimated accuracy of +/- 6 seconds.
 GL1303
 GL1303.The orthometric height was determined by differential leveling
 GL1303.and adjusted by the National Geodetic Survey in June 1991..
 GL1303
 GL1303.The geoid height was determined by GEOID03.
 GL1303
 GL1303.The dynamic height is computed by dividing the NAVD 88
 GL1303.geopotential number by the normal gravity value computed on the
 GL1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1303.degrees latitude (g = 980.6199 gals.).
 GL1303
 GL1303.The modeled gravity was interpolated from observed gravity values.
 GL1303
 GL1303;                    North         East    Units  Estimated Accuracy
 GL1303;SPC TX N     - 1,267,190.      106,660.      MT  (+/- 180 meters Scaled)
 GL1303
 GL1303                          SUPERSEDED SURVEY CONTROL
 GL1303
 GL1303.No superseded survey control is available for this station.
 GL1303
 GL1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA205315(NAD 83)
 GL1303_MARKER: I = METAL ROD
 GL1303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1303_SP_SET: STAINLESS STEEL ROD
 GL1303_STAMPING: V 1488 1985
 GL1303_MARK LOGO: NGS   
 GL1303_PROJECTION: FLUSH
 GL1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1303_ROD/PIPE-DEPTH: 5.5  meters
 GL1303
 GL1303  HISTORY     - Date     Condition        Report By
 GL1303  HISTORY     - 1985     MONUMENTED       NGS
 GL1303
 GL1303                          STATION DESCRIPTION
 GL1303
 GL1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1303'38.6 KM (24.0 MI) NORTH FROM DALHART.
 GL1303'38.6 KM (24.0 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1303'WITH U.S. HIGHWAY 54 IN DALHART, OR 38.4 KM (23.85 MI) SOUTHERLY ALONG
 GL1303'U.S. HIGHWAY 385 FROM THE COURTHOUSE IN BOISE CITY, 0.9 KM (0.55 MI)
 GL1303'NORTH OF A DIRT CORSSROAD, AND 22.4 M (73.5 FT) EAST OF THE CENTERLINE
 GL1303'OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GL1303'LOGO CAP.
 GL1303'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1303'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0613 ***********************************************************************
 EN0613  DESIGNATION -  V 1489
 EN0613  PID         -  EN0613
 EN0613  STATE/COUNTY-  TX/DONLEY
 EN0613  USGS QUAD   -  GILES (1982)
 EN0613
 EN0613                         *CURRENT SURVEY CONTROL
 EN0613  ___________________________________________________________________
 EN0613* NAD 83(1986)-  34 49 39.     (N)    100 36 39.     (W)     SCALED    
 EN0613* NAVD 88     -       766.254  (meters)    2513.95   (feet)  ADJUSTED  
 EN0613  ___________________________________________________________________
 EN0613  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EN0613  DYNAMIC HT  -         765.388 (meters)    2511.11  (feet)  COMP
 EN0613  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 EN0613
 EN0613  VERT ORDER  -  FIRST     CLASS II
 EN0613
 EN0613.The horizontal coordinates were scaled from a topographic map and have
 EN0613.an estimated accuracy of +/- 6 seconds.
 EN0613
 EN0613.The orthometric height was determined by differential leveling
 EN0613.and adjusted by the National Geodetic Survey in June 1991..
 EN0613
 EN0613.The geoid height was determined by GEOID03.
 EN0613
 EN0613.The dynamic height is computed by dividing the NAVD 88
 EN0613.geopotential number by the normal gravity value computed on the
 EN0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0613.degrees latitude (g = 980.6199 gals.).
 EN0613
 EN0613.The modeled gravity was interpolated from observed gravity values.
 EN0613
 EN0613;                    North         East    Units  Estimated Accuracy
 EN0613;SPC TX N     - 1,092,170.      281,340.      MT  (+/- 180 meters Scaled)
 EN0613
 EN0613                          SUPERSEDED SURVEY CONTROL
 EN0613
 EN0613.No superseded survey control is available for this station.
 EN0613
 EN0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD526550(NAD 83)
 EN0613_MARKER: I = METAL ROD
 EN0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0613_SP_SET: STAINLESS STEEL ROD
 EN0613_STAMPING: V 1489 1984
 EN0613_MARK LOGO: NGS   
 EN0613_PROJECTION: FLUSH
 EN0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0613_ROD/PIPE-DEPTH: 10.7 meters
 EN0613
 EN0613  HISTORY     - Date     Condition        Report By
 EN0613  HISTORY     - 1984     MONUMENTED       NGS
 EN0613
 EN0613                          STATION DESCRIPTION
 EN0613
 EN0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0613'13.5 KM (8.4 MI) NW FROM MEMPHIS.
 EN0613'13.5 KM (8.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0613'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 0.5 KM (0.3 MI) SOUTHEAST
 EN0613'OF THE APPROXIMATE CENTER OF A ROADSIDE PARK, 26.0 M (85.3 FT)
 EN0613'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EN0613'HIGHWAY, 9.8 M (32.2 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING
 EN0613'NORTH, AND 0.7 M (2.3 FT) NORTH OF A FENCE CORNER.  NOTE=ACCESS TO THE
 EN0613'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0613'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 EN0613'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1126 ***********************************************************************
 CS1126  DESIGNATION -  V 149
 CS1126  PID         -  CS1126
 CS1126  STATE/COUNTY-  TX/ROCKWALL
 CS1126  USGS QUAD   -  ROWLETT (1973)
 CS1126
 CS1126                         *CURRENT SURVEY CONTROL
 CS1126  ___________________________________________________________________
 CS1126* NAD 83(1986)-  32 55 24.     (N)    096 30 18.     (W)     SCALED    
 CS1126* NAVD 88     -       134.340  (meters)     440.75   (feet)  POSTED    
 CS1126  ___________________________________________________________________
 CS1126  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS1126  DYNAMIC HT  -         134.190 (meters)     440.25  (feet)  COMP
 CS1126  MODELED GRAV-     979,545.7   (mgal)                       NAVD 88
 CS1126
 CS1126  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CS1126
 CS1126.The horizontal coordinates were scaled from a topographic map and have
 CS1126.an estimated accuracy of +/- 6 seconds.
 CS1126
 CS1126.The orthometric height was determined by differential leveling
 CS1126.and adjusted by the National Geodetic Survey in 1992..
 CS1126.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CS1126.rate of 1.1 thru 2.0 mm/km.
 CS1126
 CS1126.The geoid height was determined by GEOID03.
 CS1126
 CS1126.The dynamic height is computed by dividing the NAVD 88
 CS1126.geopotential number by the normal gravity value computed on the
 CS1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1126.degrees latitude (g = 980.6199 gals.).
 CS1126
 CS1126.The modeled gravity was interpolated from observed gravity values.
 CS1126
 CS1126;                    North         East    Units  Estimated Accuracy
 CS1126;SPC TXNC     - 2,141,120.      786,570.      MT  (+/- 180 meters Scaled)
 CS1126
 CS1126                          SUPERSEDED SURVEY CONTROL
 CS1126
 CS1126  NGVD 29 (??/??/92)  134.365  (m)          440.83   (f) ADJ UNCH    1 2
 CS1126
 CS1126.Superseded values are not recommended for survey control.
 CS1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1126.See file dsdata.txt to determine how the superseded data were derived.
 CS1126
 CS1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB333455(NAD 83)
 CS1126_MARKER: DB = BENCH MARK DISK
 CS1126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1126_SP_SET: BRIDGE
 CS1126_STAMPING: V 149 1939
 CS1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1126
 CS1126  HISTORY     - Date     Condition        Report By
 CS1126  HISTORY     - 1939     MONUMENTED       CGS
 CS1126  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1126
 CS1126                          STATION DESCRIPTION
 CS1126
 CS1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CS1126'2.7 MI W FROM ROCKWALL.
 CS1126'ON U.S. HIGHWAY NO. 67 2.7 MILES WEST OF COURT HOUSE.  ON TOP OF THE
 CS1126'SOUTHEAST CONCRETE WINGWALL AT THE SOUTHWEST END OF THE CONCRETE
 CS1126'HIGHWAY BRIDGE OVER THE EAST FORK TRINITY RIVER.  15.0 FT. SOUTHEAST
 CS1126'OF CENTERLINE OF HIGHWAY.
 CS1126
 CS1126                          STATION RECOVERY (1986)
 CS1126
 CS1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1603 ***********************************************************************
 FL1603  DESIGNATION -  V 1490
 FL1603  PID         -  FL1603
 FL1603  STATE/COUNTY-  TX/CARSON
 FL1603  USGS QUAD   -  LARK (1983)
 FL1603
 FL1603                         *CURRENT SURVEY CONTROL
 FL1603  ___________________________________________________________________
 FL1603* NAD 83(1986)-  35 12 26.     (N)    101 14 29.     (W)     SCALED    
 FL1603* NAVD 88     -      1028.249  (meters)    3373.51   (feet)  ADJUSTED  
 FL1603  ___________________________________________________________________
 FL1603  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1603  DYNAMIC HT  -        1027.051 (meters)    3369.58  (feet)  COMP
 FL1603  MODELED GRAV-     979,433.1   (mgal)                       NAVD 88
 FL1603
 FL1603  VERT ORDER  -  FIRST     CLASS II
 FL1603
 FL1603.The horizontal coordinates were scaled from a topographic map and have
 FL1603.an estimated accuracy of +/- 6 seconds.
 FL1603
 FL1603.The orthometric height was determined by differential leveling
 FL1603.and adjusted by the National Geodetic Survey in June 1991..
 FL1603
 FL1603.The geoid height was determined by GEOID03.
 FL1603
 FL1603.The dynamic height is computed by dividing the NAVD 88
 FL1603.geopotential number by the normal gravity value computed on the
 FL1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1603.degrees latitude (g = 980.6199 gals.).
 FL1603
 FL1603.The modeled gravity was interpolated from observed gravity values.
 FL1603
 FL1603;                    North         East    Units  Estimated Accuracy
 FL1603;SPC TX N     - 1,133,960.      223,550.      MT  (+/- 180 meters Scaled)
 FL1603
 FL1603                          SUPERSEDED SURVEY CONTROL
 FL1603
 FL1603.No superseded survey control is available for this station.
 FL1603
 FL1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD959983(NAD 83)
 FL1603_MARKER: DB = BENCH MARK DISK
 FL1603_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1603_SP_SET: PIER
 FL1603_STAMPING: V 1490 1984
 FL1603_MARK LOGO: NGS   
 FL1603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1603+STABILITY: POSITION/ELEVATION WELL
 FL1603
 FL1603  HISTORY     - Date     Condition        Report By
 FL1603  HISTORY     - 1984     MONUMENTED       NGS
 FL1603
 FL1603                          STATION DESCRIPTION
 FL1603
 FL1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1603'30.9 KM (19.2 MI) WEST FROM JERICHO.
 FL1603'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1603'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 30.9 KM (19.2
 FL1603'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, SET
 FL1603'VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 2 COLUMNS OF
 FL1603'THE FIRST PIER NORTH OF THE RAILROAD TRACKS OF FARM ROAD 2880 (EXIT
 FL1603'108) OVERPASS OF THE TRACKS, 18.3 M (60.0 FT) SOUTH OF THE CENTERLINE
 FL1603'OF A FRONTAGE ROAD, 8.6 M (28.2 FT) NORTH OF THE NEAR RAIL, AND 3.5 M
 FL1603'(11.5 FT) EAST OF THE CENTER OF THE ROAD.
 FL1603'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1593 ***********************************************************************
 FL1593  DESIGNATION -  V 1491
 FL1593  PID         -  FL1593
 FL1593  STATE/COUNTY-  TX/POTTER
 FL1593  USGS QUAD   -  PULLMAN (1973)
 FL1593
 FL1593                         *CURRENT SURVEY CONTROL
 FL1593  ___________________________________________________________________
 FL1593* NAD 83(1986)-  35 12 26.     (N)    101 38 12.     (W)     SCALED    
 FL1593* NAVD 88     -      1083.344  (meters)    3554.27   (feet)  ADJUSTED  
 FL1593  ___________________________________________________________________
 FL1593  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1593  DYNAMIC HT  -        1082.055 (meters)    3550.04  (feet)  COMP
 FL1593  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 FL1593
 FL1593  VERT ORDER  -  FIRST     CLASS II
 FL1593
 FL1593.The horizontal coordinates were scaled from a topographic map and have
 FL1593.an estimated accuracy of +/- 6 seconds.
 FL1593
 FL1593.The orthometric height was determined by differential leveling
 FL1593.and adjusted by the National Geodetic Survey in June 1991..
 FL1593
 FL1593.The geoid height was determined by GEOID03.
 FL1593
 FL1593.The dynamic height is computed by dividing the NAVD 88
 FL1593.geopotential number by the normal gravity value computed on the
 FL1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1593.degrees latitude (g = 980.6199 gals.).
 FL1593
 FL1593.The modeled gravity was interpolated from observed gravity values.
 FL1593
 FL1593;                    North         East    Units  Estimated Accuracy
 FL1593;SPC TX N     - 1,133,930.      187,560.      MT  (+/- 180 meters Scaled)
 FL1593
 FL1593                          SUPERSEDED SURVEY CONTROL
 FL1593
 FL1593.No superseded survey control is available for this station.
 FL1593
 FL1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD599992(NAD 83)
 FL1593_MARKER: I = METAL ROD
 FL1593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1593_SP_SET: STAINLESS STEEL ROD
 FL1593_STAMPING: V 1491 1984
 FL1593_MARK LOGO: NGS   
 FL1593_PROJECTION: FLUSH
 FL1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1593_ROD/PIPE-DEPTH: 5.8  meters
 FL1593
 FL1593  HISTORY     - Date     Condition        Report By
 FL1593  HISTORY     - 1984     MONUMENTED       NGS
 FL1593
 FL1593                          STATION DESCRIPTION
 FL1593
 FL1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1593'19.0 KM (11.8 MI) EAST FROM AMARILLO.
 FL1593'19.0 KM (11.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1593'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, 35.4 M (116.1 FT)
 FL1593'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND
 FL1593'2.5 M (8.2 FT) EAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 FL1593'POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1593'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 FL1593'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0817 ***********************************************************************
 FM0817  DESIGNATION -  V 1492
 FM0817  PID         -  FM0817
 FM0817  STATE/COUNTY-  TX/POTTER
 FM0817  USGS QUAD   -  BODEN (1966)
 FM0817
 FM0817                         *CURRENT SURVEY CONTROL
 FM0817  ___________________________________________________________________
 FM0817* NAD 83(1986)-  35 26 35.     (N)    102 06 00.     (W)     SCALED    
 FM0817* NAVD 88     -       967.940  (meters)    3175.65   (feet)  ADJUSTED  
 FM0817  ___________________________________________________________________
 FM0817  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FM0817  DYNAMIC HT  -         966.808 (meters)    3171.94  (feet)  COMP
 FM0817  MODELED GRAV-     979,432.2   (mgal)                       NAVD 88
 FM0817
 FM0817  VERT ORDER  -  FIRST     CLASS II
 FM0817
 FM0817.The horizontal coordinates were scaled from a topographic map and have
 FM0817.an estimated accuracy of +/- 6 seconds.
 FM0817
 FM0817.The orthometric height was determined by differential leveling
 FM0817.and adjusted by the National Geodetic Survey in June 1991..
 FM0817
 FM0817.The geoid height was determined by GEOID03.
 FM0817
 FM0817.The dynamic height is computed by dividing the NAVD 88
 FM0817.geopotential number by the normal gravity value computed on the
 FM0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0817.degrees latitude (g = 980.6199 gals.).
 FM0817
 FM0817.The modeled gravity was interpolated from observed gravity values.
 FM0817
 FM0817;                    North         East    Units  Estimated Accuracy
 FM0817;SPC TX N     - 1,160,250.      145,530.      MT  (+/- 180 meters Scaled)
 FM0817
 FM0817                          SUPERSEDED SURVEY CONTROL
 FM0817
 FM0817.No superseded survey control is available for this station.
 FM0817
 FM0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV632260(NAD 83)
 FM0817_MARKER: DB = BENCH MARK DISK
 FM0817_SETTING: 66 = SET IN ROCK OUTCROP
 FM0817_SP_SET: ROCK OUTCROP
 FM0817_STAMPING: V 1492 1985
 FM0817_MARK LOGO: NGS   
 FM0817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0817+STABILITY: POSITION/ELEVATION WELL
 FM0817
 FM0817  HISTORY     - Date     Condition        Report By
 FM0817  HISTORY     - 1985     MONUMENTED       NGS
 FM0817
 FM0817                          STATION DESCRIPTION
 FM0817
 FM0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0817'36.0 KM (22.35 MI) NW FROM AMARILLO.
 FM0817'36.0 KM (22.4 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0817'JUNCTION WITH U.S. HIGHWAY 66 IN AMAILLO, IN THE NORTHEAST END OF THE
 FM0817'SOUTHEAST 1/4 OF A 30 BY 218 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK,
 FM0817'55.2 M (181. FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRST
 FM0817'BAPTIST CHURCH OF VALLY DECRO, 50.3 M (165.0 FT) SOUTHEAST OF A
 FM0817'UTILITY POLE WITH A TRANSFORMER, 24.1 M (79.1 FT) SOUTHWEST OF THE
 FM0817'CENTERLINE OF THE ROAD 22.3 M (73.2 FT) NORTHWEST OF THE SOUTHEAST END
 FM0817'OF THE OUTCROP, 9. (29.9 FT) SOUTHWEST OF A FENCE, AND 1.2 M (3.9 FT)
 FM0817'SOUTHWEST OF TH NORTHEAST END OF THE OUTCROP.
 FM0817'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FM0817'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1548 ***********************************************************************
 FL1548  DESIGNATION -  V 1493
 FL1548  PID         -  FL1548
 FL1548  STATE/COUNTY-  TX/POTTER
 FL1548  USGS QUAD   -  AMARILLO WEST (1973)
 FL1548
 FL1548                         *CURRENT SURVEY CONTROL
 FL1548  ___________________________________________________________________
 FL1548* NAD 83(1986)-  35 13 16.     (N)    101 52 42.     (W)     SCALED    
 FL1548* NAVD 88     -      1112.848  (meters)    3651.07   (feet)  ADJUSTED  
 FL1548  ___________________________________________________________________
 FL1548  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL1548  DYNAMIC HT  -        1111.530 (meters)    3646.74  (feet)  COMP
 FL1548  MODELED GRAV-     979,411.0   (mgal)                       NAVD 88
 FL1548
 FL1548  VERT ORDER  -  FIRST     CLASS II
 FL1548
 FL1548.The horizontal coordinates were scaled from a topographic map and have
 FL1548.an estimated accuracy of +/- 6 seconds.
 FL1548
 FL1548.The orthometric height was determined by differential leveling
 FL1548.and adjusted by the National Geodetic Survey in June 1991..
 FL1548
 FL1548.The geoid height was determined by GEOID03.
 FL1548
 FL1548.The dynamic height is computed by dividing the NAVD 88
 FL1548.geopotential number by the normal gravity value computed on the
 FL1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1548.degrees latitude (g = 980.6199 gals.).
 FL1548
 FL1548.The modeled gravity was interpolated from observed gravity values.
 FL1548
 FL1548;                    North         East    Units  Estimated Accuracy
 FL1548;SPC TX N     - 1,135,530.      165,560.      MT  (+/- 180 meters Scaled)
 FL1548
 FL1548                          SUPERSEDED SURVEY CONTROL
 FL1548
 FL1548.No superseded survey control is available for this station.
 FL1548
 FL1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE380013(NAD 83)
 FL1548_MARKER: I = METAL ROD
 FL1548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1548_SP_SET: STAINLESS STEEL ROD
 FL1548_STAMPING: V 1493 1985
 FL1548_MARK LOGO: NGS   
 FL1548_PROJECTION: FLUSH
 FL1548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FL1548+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 FL1548_ROD/PIPE-DEPTH: 7.9  meters
 FL1548
 FL1548  HISTORY     - Date     Condition        Report By
 FL1548  HISTORY     - 1985     MONUMENTED       NGS
 FL1548  HISTORY     - 20060706 GOOD             GEOCAC
 FL1548
 FL1548                          STATION DESCRIPTION
 FL1548
 FL1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1548'IN AMARILLO.
 FL1548'IN AMARILLO, AT THE INTERSECTION OF NORTH FAIRMONT STREET AND
 FL1548'NORTHWEST FIFTH AVENUE, 10.9 M (35.8 FT) EAST OF THE NORTHEAST CORNER
 FL1548'OF A HOUSE, 6.8 M (22.3 FT) SOUTH OF THE CENTER OF THE AVENUE, AND 6.4
 FL1548'M (21.0 FT) WEST OF THE CENTER OF THE STREET.  NOTE--ACCESS TO DATUM
 FL1548'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FL1548'THE MARK IS 0.3 M ABOVE THE STREET.
 FL1548
 FL1548                          STATION RECOVERY (2006)
 FL1548
 FL1548'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 FL1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0848 ***********************************************************************
 FM0848  DESIGNATION -  V 1494
 FM0848  PID         -  FM0848
 FM0848  STATE/COUNTY-  TX/HARTLEY
 FM0848  USGS QUAD   -  HARTLEY SW (1972)
 FM0848
 FM0848                         *CURRENT SURVEY CONTROL
 FM0848  ___________________________________________________________________
 FM0848* NAD 83(1986)-  35 51 59.     (N)    102 23 12.     (W)     SCALED    
 FM0848* NAVD 88     -      1197.589  (meters)    3929.09   (feet)  ADJUSTED  
 FM0848  ___________________________________________________________________
 FM0848  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 FM0848  DYNAMIC HT  -        1196.181 (meters)    3924.47  (feet)  COMP
 FM0848  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 FM0848
 FM0848  VERT ORDER  -  FIRST     CLASS II
 FM0848
 FM0848.The horizontal coordinates were scaled from a topographic map and have
 FM0848.an estimated accuracy of +/- 6 seconds.
 FM0848
 FM0848.The orthometric height was determined by differential leveling
 FM0848.and adjusted by the National Geodetic Survey in June 1991..
 FM0848
 FM0848.The geoid height was determined by GEOID03.
 FM0848
 FM0848.The dynamic height is computed by dividing the NAVD 88
 FM0848.geopotential number by the normal gravity value computed on the
 FM0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0848.degrees latitude (g = 980.6199 gals.).
 FM0848
 FM0848.The modeled gravity was interpolated from observed gravity values.
 FM0848
 FM0848;                    North         East    Units  Estimated Accuracy
 FM0848;SPC TX N     - 1,207,410.      119,930.      MT  (+/- 180 meters Scaled)
 FM0848
 FM0848                          SUPERSEDED SURVEY CONTROL
 FM0848
 FM0848.No superseded survey control is available for this station.
 FM0848
 FM0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV359722(NAD 83)
 FM0848_MARKER: I = METAL ROD
 FM0848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0848_SP_SET: STAINLESS STEEL ROD
 FM0848_STAMPING: V 1494 1985
 FM0848_MARK LOGO: NGS   
 FM0848_PROJECTION: FLUSH
 FM0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0848_ROD/PIPE-DEPTH: 8.2  meters
 FM0848
 FM0848  HISTORY     - Date     Condition        Report By
 FM0848  HISTORY     - 1985     MONUMENTED       NGS
 FM0848
 FM0848                          STATION DESCRIPTION
 FM0848
 FM0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0848'25.3 KM (15.7 MI) SOUTH FROM DALHART.
 FM0848'25.3 KM (15.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0848'WITH U.S. HIGHWAY 54 IN DALHART, 45.6 M (149.6 FT) SOUTHWEST OF THE
 FM0848'CENTERLINE OF THE HIGHWAY, 16.8 M (55.1 FT) SOUTHEAST OF THE CENTER OF
 FM0848'A DRIVEWAY AND GATE, 14.0 M (45.7 FT) SOUTHWEST OF THE NEAR RAIL, AND
 FM0848'2.7 M (8.9 FT) NORTHWEST OF A T-FENCE CORNER.  NOTE--ACCESS TO DATUM
 FM0848'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0848'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 FM0848'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2537 ***********************************************************************
 CS2537  DESIGNATION -  V 1495
 CS2537  PID         -  CS2537
 CS2537  STATE/COUNTY-  TX/DALLAS
 CS2537  USGS QUAD   -  DALLAS (1981)
 CS2537
 CS2537                         *CURRENT SURVEY CONTROL
 CS2537  ___________________________________________________________________
 CS2537* NAD 83(1986)-  32 47 02.     (N)    096 48 27.     (W)     SCALED    
 CS2537* NAVD 88     -       132.184  (meters)     433.67   (feet)  ADJUSTED  
 CS2537  ___________________________________________________________________
 CS2537  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS2537  DYNAMIC HT  -         132.033 (meters)     433.18  (feet)  COMP
 CS2537  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 CS2537
 CS2537  VERT ORDER  -  FIRST     CLASS II
 CS2537
 CS2537.The horizontal coordinates were scaled from a topographic map and have
 CS2537.an estimated accuracy of +/- 6 seconds.
 CS2537
 CS2537.The orthometric height was determined by differential leveling
 CS2537.and adjusted by the National Geodetic Survey in June 1991..
 CS2537
 CS2537.The geoid height was determined by GEOID03.
 CS2537
 CS2537.The dynamic height is computed by dividing the NAVD 88
 CS2537.geopotential number by the normal gravity value computed on the
 CS2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2537.degrees latitude (g = 980.6199 gals.).
 CS2537
 CS2537.The modeled gravity was interpolated from observed gravity values.
 CS2537
 CS2537;                    North         East    Units  Estimated Accuracy
 CS2537;SPC TXNC     - 2,125,170.      758,530.      MT  (+/- 180 meters Scaled)
 CS2537
 CS2537                          SUPERSEDED SURVEY CONTROL
 CS2537
 CS2537.No superseded survey control is available for this station.
 CS2537
 CS2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB053294(NAD 83)
 CS2537_MARKER: DB = BENCH MARK DISK
 CS2537_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2537_SP_SET: PIER
 CS2537_STAMPING: V 1495 1986
 CS2537_MARK LOGO: NGS   
 CS2537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2537+STABILITY: POSITION/ELEVATION WELL
 CS2537
 CS2537  HISTORY     - Date     Condition        Report By
 CS2537  HISTORY     - 1986     MONUMENTED       NGS
 CS2537
 CS2537                          STATION DESCRIPTION
 CS2537
 CS2537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2537'IN DALLAS.
 CS2537'IN DALLAS, AT THE INTERSECTION OF MCKINNEY AVENUE AND CONTINENTAL
 CS2537'STREET, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST SOUTHEASTERLY
 CS2537'1 OF 5 COLUMNS OF THE FIRST PIER SOUTHWEST OF CONTINENTAL STREET OF
 CS2537'THE WOODALL RODGERS FREEWAY OVERPASS OF THE STREET, 16.9 M (55.4 FT)
 CS2537'SOUTHWEST OF THE CENTERLINE OF THE STREET, AND 8.7 M (28.5 FT)
 CS2537'NORTHWEST OF THE CENTER OF THE AVENUE.
 CS2537'THE MARK IS 1.4 M ABOVE A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6313 ***********************************************************************
 AC6313  DESIGNATION -  V 1496
 AC6313  PID         -  AC6313
 AC6313  STATE/COUNTY-  TX/JEFFERSON
 AC6313  USGS QUAD   -  VOTH (1993)
 AC6313
 AC6313                         *CURRENT SURVEY CONTROL
 AC6313  ___________________________________________________________________
 AC6313* NAD 83(1986)-  30 08 29.     (N)    094 10 32.     (W)     SCALED    
 AC6313* NAVD 88     -        15.639  (meters)      51.31   (feet)  ADJUSTED  
 AC6313  ___________________________________________________________________
 AC6313  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AC6313  DYNAMIC HT  -          15.618 (meters)      51.24  (feet)  COMP
 AC6313  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 AC6313
 AC6313  VERT ORDER  -  FIRST     CLASS II
 AC6313
 AC6313.The horizontal coordinates were scaled from a topographic map and have
 AC6313.an estimated accuracy of +/- 6 seconds.
 AC6313
 AC6313.The orthometric height was determined by differential leveling
 AC6313.and adjusted by the National Geodetic Survey in July 2002..
 AC6313
 AC6313.The geoid height was determined by GEOID03.
 AC6313
 AC6313.The dynamic height is computed by dividing the NAVD 88
 AC6313.geopotential number by the normal gravity value computed on the
 AC6313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6313.degrees latitude (g = 980.6199 gals.).
 AC6313
 AC6313.The modeled gravity was interpolated from observed gravity values.
 AC6313
 AC6313;                    North         East    Units  Estimated Accuracy
 AC6313;SPC TXSC     - 4,265,390.    1,064,680.      MT  (+/- 180 meters Scaled)
 AC6313
 AC6313                          SUPERSEDED SURVEY CONTROL
 AC6313
 AC6313.No superseded survey control is available for this station.
 AC6313
 AC6313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP867350(NAD 83)
 AC6313_MARKER: DV = VERTICAL CONTROL DISK
 AC6313_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC6313_SP_SET: OVERPASS ABUTMENT
 AC6313_STAMPING: V 1496 1996
 AC6313_MARK LOGO: NGS   
 AC6313_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6313+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6313
 AC6313  HISTORY     - Date     Condition        Report By
 AC6313  HISTORY     - 1996     MONUMENTED       NGS
 AC6313  HISTORY     - 20050127 MARK NOT FOUND   USPSQD
 AC6313
 AC6313                          STATION DESCRIPTION
 AC6313
 AC6313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6313'IN BEAUMONT, AT THE INTERSECTION OF HIGHWAYS 69, 96, 287, RED ROAD,
 AC6313'AND THE LOWER NECHES VALLEY CANAL, IN TOP OF AND 0.8 M (2.6 FT)
 AC6313'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 AC6313'THE HIGHWAY OVERPASS OF THE ROAD AND CANAL, 22.5 M (73.8 FT) NORTHWEST
 AC6313'OF THE ROAD CENTER, 8.0 M (26.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 AC6313'NORTHBOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT) SOUTHWEST OF THE
 AC6313'NORTHEAST BRIDGE RAIL.
 AC6313
 AC6313                          STATION RECOVERY (2005)
 AC6313
 AC6313'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1012 ***********************************************************************
 DN1012  DESIGNATION -  V 1497
 DN1012  PID         -  DN1012
 DN1012  STATE/COUNTY-  TX/HUNT
 DN1012  USGS QUAD   -  GREENVILLE NE (1963)
 DN1012
 DN1012                         *CURRENT SURVEY CONTROL
 DN1012  ___________________________________________________________________
 DN1012* NAD 83(1986)-  33 09 14.     (N)    096 06 55.     (W)     SCALED    
 DN1012* NAVD 88     -       160.532  (meters)     526.68   (feet)  ADJUSTED  
 DN1012  ___________________________________________________________________
 DN1012  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN1012  DYNAMIC HT  -         160.358 (meters)     526.11  (feet)  COMP
 DN1012  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DN1012
 DN1012  VERT ORDER  -  FIRST     CLASS II
 DN1012
 DN1012.The horizontal coordinates were scaled from a topographic map and have
 DN1012.an estimated accuracy of +/- 6 seconds.
 DN1012
 DN1012.The orthometric height was determined by differential leveling
 DN1012.and adjusted by the National Geodetic Survey in June 1991..
 DN1012
 DN1012.The geoid height was determined by GEOID03.
 DN1012
 DN1012.The dynamic height is computed by dividing the NAVD 88
 DN1012.geopotential number by the normal gravity value computed on the
 DN1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1012.degrees latitude (g = 980.6199 gals.).
 DN1012
 DN1012.The modeled gravity was interpolated from observed gravity values.
 DN1012
 DN1012;                    North         East    Units  Estimated Accuracy
 DN1012;SPC TXNC     - 2,167,440.      822,430.      MT  (+/- 180 meters Scaled)
 DN1012
 DN1012                          SUPERSEDED SURVEY CONTROL
 DN1012
 DN1012.No superseded survey control is available for this station.
 DN1012
 DN1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB690720(NAD 83)
 DN1012_MARKER: I = METAL ROD
 DN1012_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1012_SP_SET: STAINLESS STEEL ROD
 DN1012_STAMPING: V 1497 1986
 DN1012_MARK LOGO: NGS   
 DN1012_PROJECTION: RECESSED 1 CENTIMETERS
 DN1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1012_ROD/PIPE-DEPTH: 8.3  meters
 DN1012
 DN1012  HISTORY     - Date     Condition        Report By
 DN1012  HISTORY     - 1986     MONUMENTED       NGS
 DN1012  HISTORY     - 19940418 GOOD             USPSQD
 DN1012
 DN1012                          STATION DESCRIPTION
 DN1012
 DN1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1012'IN GREENVILLE.
 DN1012'IN GREENVILLE, AT THE INTERSECTION OF SAYLE STREET AND SOCKWELL
 DN1012'BOULEVARD, 36.9 M (121.1 FT) SOUTH OF THE CENTERLINE OF THE SOUTH
 DN1012'BOUND LANES OF THE BOULEVARD, 15.3 M (50.2 FT) EAST OF THE CENTER OF A
 DN1012'PAVED ROAD, 13.2 M (43.3 FT) WEST OF THE CENTER OF THE STREET, AND
 DN1012'1.3 M (4.3 FT) WEST OF UTILITY POLE NUMBER 802.  NOTE--ACCESS TO DATUM
 DN1012'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1012'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DN1012
 DN1012                          STATION RECOVERY (1994)
 DN1012
 DN1012'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2520 ***********************************************************************
 CS2520  DESIGNATION -  V 1498
 CS2520  PID         -  CS2520
 CS2520  STATE/COUNTY-  TX/DALLAS
 CS2520  USGS QUAD   -  ROWLETT (1973)
 CS2520
 CS2520                         *CURRENT SURVEY CONTROL
 CS2520  ___________________________________________________________________
 CS2520* NAD 83(1986)-  32 53 12.     (N)    096 31 50.     (W)     SCALED    
 CS2520* NAVD 88     -       142.718  (meters)     468.23   (feet)  ADJUSTED  
 CS2520  ___________________________________________________________________
 CS2520  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CS2520  DYNAMIC HT  -         142.562 (meters)     467.72  (feet)  COMP
 CS2520  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CS2520
 CS2520  VERT ORDER  -  FIRST     CLASS II
 CS2520
 CS2520.The horizontal coordinates were scaled from a topographic map and have
 CS2520.an estimated accuracy of +/- 6 seconds.
 CS2520
 CS2520.The orthometric height was determined by differential leveling
 CS2520.and adjusted by the National Geodetic Survey in June 1991..
 CS2520
 CS2520.The geoid height was determined by GEOID03.
 CS2520
 CS2520.The dynamic height is computed by dividing the NAVD 88
 CS2520.geopotential number by the normal gravity value computed on the
 CS2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2520.degrees latitude (g = 980.6199 gals.).
 CS2520
 CS2520.The modeled gravity was interpolated from observed gravity values.
 CS2520
 CS2520;                    North         East    Units  Estimated Accuracy
 CS2520;SPC TXNC     - 2,137,010.      784,250.      MT  (+/- 180 meters Scaled)
 CS2520
 CS2520                          SUPERSEDED SURVEY CONTROL
 CS2520
 CS2520.No superseded survey control is available for this station.
 CS2520
 CS2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB310414(NAD 83)
 CS2520_MARKER: I = METAL ROD
 CS2520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2520_SP_SET: STAINLESS STEEL ROD
 CS2520_STAMPING: V 1498 1986
 CS2520_MARK LOGO: NGS   
 CS2520_PROJECTION: FLUSH
 CS2520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2520+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2001
 CS2520_ROD/PIPE-DEPTH: 14.1 meters
 CS2520
 CS2520  HISTORY     - Date     Condition        Report By
 CS2520  HISTORY     - 1986     MONUMENTED       NGS
 CS2520  HISTORY     - 20010404 GOOD             JCLS
 CS2520  HISTORY     - 20010414 GOOD             JCLS
 CS2520
 CS2520                          STATION DESCRIPTION
 CS2520
 CS2520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2520'11.6 KM (7.2 MI) EAST FROM GARLAND.
 CS2520'11.6 KM (7.2 MI) EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 CS2520'FROM THE STATION IN GARLAND, OR 2.7 KM (1.7 MI) SOUTHWESTERLY ALONG
 CS2520'STATE HIGHWAY 205 FROM ITS JUNCTION WITH STATE HIGHWAY 66 IN ROCKWALL,
 CS2520'THENCE 7.5 KM (4.65 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 30,
 CS2520'THENCE 0.5 KM (0.3 MI) NORTH ALONG DALROCK ROAD, THENCE 1.4 KM
 CS2520'(0.85 MI) NORTHWESTERLY ALONG CHIESA ROAD, 15.0 M (49.2 FT) NORTHEAST
 CS2520'OF THE NEAR RAIL, 13.0 M (42.7 FT) NORTHWEST OF THE EXTENDED CENTER OF
 CS2520'A PAVED ROAD LEADING EAST, 8.9 M (29.2 FT) SOUTHWEST OF THE CENTER OF
 CS2520'THE ROAD, AND 1.2 M (3.9 FT) NORTHWEST OF UTILITY POLE NUMBER
 CS2520'297-445-6922.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 CS2520'LOGO CAP.
 CS2520'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 CS2520'THE MARK IS 0.3 M BELOW THE ROAD.
 CS2520
 CS2520                          STATION RECOVERY (2001)
 CS2520
 CS2520'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 CS2520'RECOVERED IN GOOD CONDITION.
 CS2520
 CS2520                          STATION RECOVERY (2001)
 CS2520
 CS2520'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 CS2520' 
 CS2520' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5437 ***********************************************************************
 AW5437  DESIGNATION -  V 1499
 AW5437  PID         -  AW5437
 AW5437  STATE/COUNTY-  TX/HARRIS
 AW5437  USGS QUAD   -  CYPRESS (1995)
 AW5437
 AW5437                         *CURRENT SURVEY CONTROL
 AW5437  ___________________________________________________________________
 AW5437* NAD 83(1986)-  29 57 07.     (N)    095 40 24.     (W)     SCALED    
 AW5437* NAVD 88     -        44.013  (meters)     144.40   (feet)  ADJUSTED  
 AW5437  ___________________________________________________________________
 AW5437  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW5437  DYNAMIC HT  -          43.953 (meters)     144.20  (feet)  COMP
 AW5437  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 AW5437
 AW5437  VERT ORDER  -  FIRST     CLASS II
 AW5437
 AW5437.The horizontal coordinates were scaled from a topographic map and have
 AW5437.an estimated accuracy of +/- 6 seconds.
 AW5437
 AW5437.The orthometric height was determined by differential leveling
 AW5437.and adjusted by the National Geodetic Survey in June 1991..
 AW5437
 AW5437.The geoid height was determined by GEOID03.
 AW5437
 AW5437.The dynamic height is computed by dividing the NAVD 88
 AW5437.geopotential number by the normal gravity value computed on the
 AW5437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5437.degrees latitude (g = 980.6199 gals.).
 AW5437
 AW5437.The modeled gravity was interpolated from observed gravity values.
 AW5437
 AW5437;                    North         East    Units  Estimated Accuracy
 AW5437;SPC TXSC     - 4,239,370.      921,060.      MT  (+/- 180 meters Scaled)
 AW5437
 AW5437                          SUPERSEDED SURVEY CONTROL
 AW5437
 AW5437  NGVD 29 (12/23/87)   44.006  (m)          144.38   (f) ADJUSTED    1 2
 AW5437
 AW5437.Superseded values are not recommended for survey control.
 AW5437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5437.See file dsdata.txt to determine how the superseded data were derived.
 AW5437
 AW5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP419164(NAD 83)
 AW5437_MARKER: I = METAL ROD
 AW5437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5437_SP_SET: STAINLESS STEEL ROD
 AW5437_STAMPING: V 1499 1986
 AW5437_MARK LOGO: NGS   
 AW5437_PROJECTION: FLUSH
 AW5437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5437_ROD/PIPE-DEPTH: 7.8  meters
 AW5437
 AW5437  HISTORY     - Date     Condition        Report By
 AW5437  HISTORY     - 1986     MONUMENTED       NGS
 AW5437
 AW5437                          STATION DESCRIPTION
 AW5437
 AW5437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5437'3.1 KM (1.9 MI) SE FROM CYPRESS.
 AW5437'3.1 KM (1.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS
 AW5437'JUNCTION WITH SPRING-CYPRESS ROAD IN CYPRESS, 47.9 M (157.7 FT)
 AW5437'SOUTHEAST OF THE CENTER OF BARKER-CYPRESS ROAD, 14.8 M (48.6 FT)
 AW5437'NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 13.8 M
 AW5437'(45.3 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 AW5437'THE HIGHWAY, AND 2.5 M (8.2 FT) SOUTHEAST OF A UTILITY POLE.
 AW5437'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5437'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW5437'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0262 ***********************************************************************
 CC0262  DESIGNATION -  V 15
 CC0262  PID         -  CC0262
 CC0262  STATE/COUNTY-  TX/WARD
 CC0262  USGS QUAD   -  PYOTE WEST (1981)
 CC0262
 CC0262                         *CURRENT SURVEY CONTROL
 CC0262  ___________________________________________________________________
 CC0262* NAD 83(1986)-  31 31 53.     (N)    103 07 32.     (W)     SCALED    
 CC0262* NAVD 88     -       798.750  (meters)    2620.57   (feet)  POSTED    
 CC0262  ___________________________________________________________________
 CC0262  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CC0262  DYNAMIC HT  -         797.610 (meters)    2616.83  (feet)  COMP
 CC0262  MODELED GRAV-     979,190.7   (mgal)                       NAVD 88
 CC0262
 CC0262  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0262
 CC0262.The horizontal coordinates were scaled from a topographic map and have
 CC0262.an estimated accuracy of +/- 6 seconds.
 CC0262
 CC0262.The orthometric height was determined by differential leveling
 CC0262.and adjusted by the National Geodetic Survey in 1992..
 CC0262.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0262.rate of 4.1 thru 8.0 mm/km.
 CC0262
 CC0262.The geoid height was determined by GEOID03.
 CC0262
 CC0262.The dynamic height is computed by dividing the NAVD 88
 CC0262.geopotential number by the normal gravity value computed on the
 CC0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0262.degrees latitude (g = 980.6199 gals.).
 CC0262
 CC0262.The modeled gravity was interpolated from observed gravity values.
 CC0262
 CC0262;                    North         East    Units  Estimated Accuracy
 CC0262;SPC TX C     - 3,210,050.      434,870.      MT  (+/- 180 meters Scaled)
 CC0262
 CC0262                          SUPERSEDED SURVEY CONTROL
 CC0262
 CC0262  NGVD 29 (??/??/92)  798.43   (m)         2619.5    (f) COMPUTED    1 2
 CC0262
 CC0262.Superseded values are not recommended for survey control.
 CC0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0262.See file dsdata.txt to determine how the superseded data were derived.
 CC0262
 CC0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ779900(NAD 83)
 CC0262_MARKER: P = PIPE CAP
 CC0262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0262_STAMPING: V 15 ELEV 2619.627 FT
 CC0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0262
 CC0262  HISTORY     - Date     Condition        Report By
 CC0262  HISTORY     - UNK      MONUMENTED       CGS
 CC0262  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0262
 CC0262                          STATION DESCRIPTION
 CC0262
 CC0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0262'IN PYOTE.
 CC0262'AT PYOTE, WARD COUNTY, ON THE TEXAS AND PACIFIC RAILWAY 58 YARDS WEST
 CC0262'OF THE STATION, IN LINE WITH THE WEST END OF THE EXPRESS OFFICE, 14
 CC0262'YARDS SOUTH OF THE CENTERLINE OF THE TRACK, 2 YARDS NORTH OF THE
 CC0262'RIGHT-OF-WAY FENCE, AND 1 YARD WEST OF A CATTLE-GUARD FENCE.  A
 CC0262'STANDARD CAP STAMPED ELEV 2619.627 FT V 15 AND SCREWED ON THE TOP OF A
 CC0262'3 1/2 INCH IRON PIPE.  NOTE-- THE RAILROAD STATION HAS BEEN MOVED AND
 CC0262'THERE IS NO CATTLE GUARD.  IT HAS PROBABLY BEEN COVERED WITH A 3 FOOT
 CC0262'DIRT FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0763 ***********************************************************************
 CS0763  DESIGNATION -  V 150
 CS0763  PID         -  CS0763
 CS0763  STATE/COUNTY-  TX/NAVARRO
 CS0763  USGS QUAD   -  ENNIS EAST (1978)
 CS0763
 CS0763                         *CURRENT SURVEY CONTROL
 CS0763  ___________________________________________________________________
 CS0763* NAD 83(1986)-  32 16 11.     (N)    096 30 53.     (W)     SCALED    
 CS0763* NAVD 88     -       141.037  (meters)     462.72   (feet)  ADJUSTED  
 CS0763  ___________________________________________________________________
 CS0763  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CS0763  DYNAMIC HT  -         140.875 (meters)     462.19  (feet)  COMP
 CS0763  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CS0763
 CS0763  VERT ORDER  -  SECOND    CLASS 0
 CS0763
 CS0763.The horizontal coordinates were scaled from a topographic map and have
 CS0763.an estimated accuracy of +/- 6 seconds.
 CS0763
 CS0763.The orthometric height was determined by differential leveling
 CS0763.and adjusted by the National Geodetic Survey in June 1991..
 CS0763
 CS0763.The geoid height was determined by GEOID03.
 CS0763
 CS0763.The dynamic height is computed by dividing the NAVD 88
 CS0763.geopotential number by the normal gravity value computed on the
 CS0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0763.degrees latitude (g = 980.6199 gals.).
 CS0763
 CS0763.The modeled gravity was interpolated from observed gravity values.
 CS0763
 CS0763;                    North         East    Units  Estimated Accuracy
 CS0763;SPC TXNC     - 2,068,640.      787,030.      MT  (+/- 180 meters Scaled)
 CS0763
 CS0763                          SUPERSEDED SURVEY CONTROL
 CS0763
 CS0763  NGVD 29 (??/??/92)  141.035  (m)          462.71   (f) ADJ UNCH    2 0
 CS0763
 CS0763.Superseded values are not recommended for survey control.
 CS0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0763.See file dsdata.txt to determine how the superseded data were derived.
 CS0763
 CS0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA340730(NAD 83)
 CS0763_MARKER: DB = BENCH MARK DISK
 CS0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0763_SP_SET: CULVERT
 CS0763_STAMPING: V 150 1933
 CS0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0763
 CS0763  HISTORY     - Date     Condition        Report By
 CS0763  HISTORY     - 1933     MONUMENTED       CGS
 CS0763  HISTORY     - 1947     GOOD             NGS
 CS0763
 CS0763                          STATION DESCRIPTION
 CS0763
 CS0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0763'7.8 MI S FROM ENNIS.
 CS0763'7.8 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RR RICE, 2 MILES NORTH
 CS0763'OF.  4 POLES NORTH OF MILEPOST 223.  AT EAST END OF RAILROAD CULVERT
 CS0763'NO 223 A.  12 FEET EAST OF TRACK C.L.  TABLET SET IN TOP OF CONCRETE
 CS0763'HEADWALL.
 CS0763
 CS0763                          STATION RECOVERY (1947)
 CS0763
 CS0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5510 ***********************************************************************
 AW5510  DESIGNATION -  V 1500
 AW5510  PID         -  AW5510
 AW5510  STATE/COUNTY-  TX/HARRIS
 AW5510  USGS QUAD   -  SATSUMA (1982)
 AW5510
 AW5510                         *CURRENT SURVEY CONTROL
 AW5510  ___________________________________________________________________
 AW5510* NAD 83(1986)-  29 57 14.     (N)    095 31 55.     (W)     SCALED    
 AW5510* NAVD 88     -        35.660  (meters)     116.99   (feet)  ADJUSTED  
 AW5510  ___________________________________________________________________
 AW5510  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW5510  DYNAMIC HT  -          35.611 (meters)     116.83  (feet)  COMP
 AW5510  MODELED GRAV-     979,292.6   (mgal)                       NAVD 88
 AW5510
 AW5510  VERT ORDER  -  FIRST     CLASS II
 AW5510
 AW5510.The horizontal coordinates were scaled from a topographic map and have
 AW5510.an estimated accuracy of +/- 6 seconds.
 AW5510
 AW5510.The orthometric height was determined by differential leveling
 AW5510.and adjusted by the National Geodetic Survey in June 1991..
 AW5510
 AW5510.The geoid height was determined by GEOID03.
 AW5510
 AW5510.The dynamic height is computed by dividing the NAVD 88
 AW5510.geopotential number by the normal gravity value computed on the
 AW5510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5510.degrees latitude (g = 980.6199 gals.).
 AW5510
 AW5510.The modeled gravity was interpolated from observed gravity values.
 AW5510
 AW5510;                    North         East    Units  Estimated Accuracy
 AW5510;SPC TXSC     - 4,239,980.      934,700.      MT  (+/- 180 meters Scaled)
 AW5510
 AW5510                          SUPERSEDED SURVEY CONTROL
 AW5510
 AW5510  NGVD 29 (12/23/87)   35.654  (m)          116.97   (f) ADJUSTED    1 2
 AW5510
 AW5510.Superseded values are not recommended for survey control.
 AW5510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5510.See file dsdata.txt to determine how the superseded data were derived.
 AW5510
 AW5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP556163(NAD 83)
 AW5510_MARKER: I = METAL ROD
 AW5510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5510_SP_SET: STAINLESS STEEL ROD
 AW5510_STAMPING: V 1500 1986
 AW5510_MARK LOGO: NGS   
 AW5510_PROJECTION: FLUSH
 AW5510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5510+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW5510_ROD/PIPE-DEPTH: 7.3  meters
 AW5510
 AW5510  HISTORY     - Date     Condition        Report By
 AW5510  HISTORY     - 1986     MONUMENTED       NGS
 AW5510  HISTORY     - 19950108 GOOD             USPSQD
 AW5510  HISTORY     - 20040712 GOOD             USPSQD
 AW5510  HISTORY     - 20051014 GOOD             USPSQD
 AW5510
 AW5510                          STATION DESCRIPTION
 AW5510
 AW5510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5510'17.5 KM (10.9 MI) SE FROM TOMBALL.
 AW5510'17.5 KM (10.85 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 AW5510'RAILROAD FROM THE STATION IN TOMBALL, 23.3 M (76.4 FT) SOUTHEAST OF
 AW5510'THE NORTHEAST END OF A PIPE CULVERT, 13.6 M (44.6 FT) SOUTHWEST OF THE
 AW5510'NEAR RAIL, AND 4.3 M (14.1 FT) NORTHEAST OF THE CENTER OF A CANAL
 AW5510'TRACK ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5510'CAP.
 AW5510'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW5510'THE MARK IS 0.9 M BELOW THE TRACKS.
 AW5510
 AW5510                          STATION RECOVERY (1995)
 AW5510
 AW5510'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5510'RECOVERED IN GOOD CONDITION.
 AW5510
 AW5510                          STATION RECOVERY (2004)
 AW5510
 AW5510'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5510'RECOVERED IN GOOD CONDITION.
 AW5510
 AW5510                          STATION RECOVERY (2005)
 AW5510
 AW5510'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5510'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0994 ***********************************************************************
 DN0994  DESIGNATION -  V 1501
 DN0994  PID         -  DN0994
 DN0994  STATE/COUNTY-  TX/FANNIN
 DN0994  USGS QUAD   -  PILOT GROVE (1974)
 DN0994
 DN0994                         *CURRENT SURVEY CONTROL
 DN0994  ___________________________________________________________________
 DN0994* NAD 83(1986)-  33 28 50.     (N)    096 22 34.     (W)     SCALED    
 DN0994* NAVD 88     -       226.701  (meters)     743.77   (feet)  ADJUSTED  
 DN0994  ___________________________________________________________________
 DN0994  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 DN0994  DYNAMIC HT  -         226.458 (meters)     742.97  (feet)  COMP
 DN0994  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 DN0994
 DN0994  VERT ORDER  -  FIRST     CLASS II
 DN0994
 DN0994.The horizontal coordinates were scaled from a topographic map and have
 DN0994.an estimated accuracy of +/- 6 seconds.
 DN0994
 DN0994.The orthometric height was determined by differential leveling
 DN0994.and adjusted by the National Geodetic Survey in June 1991..
 DN0994
 DN0994.The geoid height was determined by GEOID03.
 DN0994
 DN0994.The dynamic height is computed by dividing the NAVD 88
 DN0994.geopotential number by the normal gravity value computed on the
 DN0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0994.degrees latitude (g = 980.6199 gals.).
 DN0994
 DN0994.The modeled gravity was interpolated from observed gravity values.
 DN0994
 DN0994;                    North         East    Units  Estimated Accuracy
 DN0994;SPC TXNC     - 2,203,140.      797,370.      MT  (+/- 180 meters Scaled)
 DN0994
 DN0994                          SUPERSEDED SURVEY CONTROL
 DN0994
 DN0994.No superseded survey control is available for this station.
 DN0994
 DN0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC438076(NAD 83)
 DN0994_MARKER: I = METAL ROD
 DN0994_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0994+WITH SETTING: INFORMATION.
 DN0994_SP_SET: SHALLOW-SET METAL ROD
 DN0994_STAMPING: V 1501 1986
 DN0994_MARK LOGO: NGS   
 DN0994_PROJECTION: FLUSH
 DN0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0994+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 DN0994_ROD/PIPE-DEPTH: 0.9  meters
 DN0994
 DN0994  HISTORY     - Date     Condition        Report By
 DN0994  HISTORY     - 1986     MONUMENTED       NGS
 DN0994  HISTORY     - 19940405 GOOD             USPSQD
 DN0994  HISTORY     - 20020930 GOOD             INDIV
 DN0994
 DN0994                          STATION DESCRIPTION
 DN0994
 DN0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0994'36.8 KM (22.85 MI) SE FROM DENISON.
 DN0994'36.8 KM (22.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS
 DN0994'JUNCTION WITH FARM ROAD 120 IN DENISON, 18.2 M (59.7 FT)
 DN0994'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.6 M (31.5 FT)
 DN0994'SOUTH-SOUTHEAST OF THE CENTER OF A DRIVEWAY, AND 2.8 M (9.2 FT)
 DN0994'NORTH-NORTHWEST OF UTILITY POLE NUMBER 3011.  NOTE--THE ROD IS DRIVEN
 DN0994'INTO LIMESTONE AND CEMENTED 14 INCHES BELOW THE SURFACE OF THE ROCK.
 DN0994'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0994'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST
 DN0994'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DN0994
 DN0994                          STATION RECOVERY (1994)
 DN0994
 DN0994'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0994'RECOVERED IN GOOD CONDITION.
 DN0994
 DN0994                          STATION RECOVERY (2002)
 DN0994
 DN0994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0994'RECOVERED AS DESCRIBED IN THE 1986 NGS SURVEY WITH EXCEPTION OF
 DN0994'COORDINATES CORRECTED AS (N 33 28.835 / W 096 22.560)BY DAWGIES OF
 DN0994'GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5518 ***********************************************************************
 AW5518  DESIGNATION -  V 1502
 AW5518  PID         -  AW5518
 AW5518  STATE/COUNTY-  TX/HARRIS
 AW5518  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW5518
 AW5518                         *CURRENT SURVEY CONTROL
 AW5518  ___________________________________________________________________
 AW5518* NAD 83(1986)-  29 48 24.     (N)    095 31 28.     (W)     SCALED    
 AW5518* NAVD 88     -        25.441  (meters)      83.47   (feet)  ADJUSTED  
 AW5518  ___________________________________________________________________
 AW5518  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW5518  DYNAMIC HT  -          25.406 (meters)      83.35  (feet)  COMP
 AW5518  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW5518
 AW5518  VERT ORDER  -  FIRST     CLASS II
 AW5518
 AW5518.The horizontal coordinates were scaled from a topographic map and have
 AW5518.an estimated accuracy of +/- 6 seconds.
 AW5518
 AW5518.The orthometric height was determined by differential leveling
 AW5518.and adjusted by the National Geodetic Survey in June 1991..
 AW5518
 AW5518.The geoid height was determined by GEOID03.
 AW5518
 AW5518.The dynamic height is computed by dividing the NAVD 88
 AW5518.geopotential number by the normal gravity value computed on the
 AW5518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5518.degrees latitude (g = 980.6199 gals.).
 AW5518
 AW5518.The modeled gravity was interpolated from observed gravity values.
 AW5518
 AW5518;                    North         East    Units  Estimated Accuracy
 AW5518;SPC TXSC     - 4,223,690.      935,910.      MT  (+/- 180 meters Scaled)
 AW5518
 AW5518                          SUPERSEDED SURVEY CONTROL
 AW5518
 AW5518  NGVD 29 (12/23/87)   25.435  (m)           83.45   (f) ADJUSTED    1 2
 AW5518
 AW5518.Superseded values are not recommended for survey control.
 AW5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5518.See file dsdata.txt to determine how the superseded data were derived.
 AW5518
 AW5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP560000(NAD 83)
 AW5518_MARKER: I = METAL ROD
 AW5518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5518_SP_SET: STAINLESS STEEL ROD
 AW5518_STAMPING: V 1502 1986
 AW5518_MARK LOGO: NGS   
 AW5518_PROJECTION: RECESSED 2 CENTIMETERS
 AW5518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5518_ROD/PIPE-DEPTH: 7.6  meters
 AW5518
 AW5518  HISTORY     - Date     Condition        Report By
 AW5518  HISTORY     - 1986     MONUMENTED       NGS
 AW5518  HISTORY     - 19941022 GOOD             USPSQD
 AW5518
 AW5518                          STATION DESCRIPTION
 AW5518
 AW5518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5518'IN HOUSTON.
 AW5518'IN HOUSTON, AT THE INTERSECTION OF CAMPBELL AND BLALOCK ROADS, 10.4 M
 AW5518'(34.1 FT) NORTH OF THE CENTERLINE OF CAMPBELL ROAD, 8.1 M (26.6 FT)
 AW5518'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF BLALOCK ROAD, 5.4 M
 AW5518'(17.7 FT) SOUTHEAST OF A FIRE HYDRANT, 2.0 M (6.6 FT) SOUTHWEST OF A
 AW5518'CURB, 1.4 M (4.6 FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND 0.5 M
 AW5518'(1.6 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5518'THROUGH A 5-INCH LOGO CAP.
 AW5518'THE MARK IS 0.3 M ABOVE CAMPBELL ROAD.
 AW5518
 AW5518                          STATION RECOVERY (1994)
 AW5518
 AW5518'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5538 ***********************************************************************
 AW5538  DESIGNATION -  V 1503
 AW5538  PID         -  AW5538
 AW5538  STATE/COUNTY-  TX/HARRIS
 AW5538  USGS QUAD   -  MONT BELVIEU (1994)
 AW5538
 AW5538                         *CURRENT SURVEY CONTROL
 AW5538  ___________________________________________________________________
 AW5538* NAD 83(1986)-  29 46 41.     (N)    094 57 49.     (W)     SCALED    
 AW5538* NAVD 88     -         8.020  (meters)      26.31   (feet)  ADJUSTED  
 AW5538  ___________________________________________________________________
 AW5538  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW5538  DYNAMIC HT  -           8.009 (meters)      26.28  (feet)  COMP
 AW5538  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 AW5538
 AW5538  VERT ORDER  -  FIRST     CLASS II
 AW5538
 AW5538.The horizontal coordinates were scaled from a topographic map and have
 AW5538.an estimated accuracy of +/- 6 seconds.
 AW5538
 AW5538.The orthometric height was determined by differential leveling
 AW5538.and adjusted by the National Geodetic Survey in June 1991..
 AW5538
 AW5538.The geoid height was determined by GEOID03.
 AW5538
 AW5538.The dynamic height is computed by dividing the NAVD 88
 AW5538.geopotential number by the normal gravity value computed on the
 AW5538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5538.degrees latitude (g = 980.6199 gals.).
 AW5538
 AW5538.The modeled gravity was interpolated from observed gravity values.
 AW5538
 AW5538;                    North         East    Units  Estimated Accuracy
 AW5538;SPC TXSC     - 4,222,260.      990,200.      MT  (+/- 180 meters Scaled)
 AW5538
 AW5538                          SUPERSEDED SURVEY CONTROL
 AW5538
 AW5538  NGVD 29 (12/23/87)    8.017  (m)           26.30   (f) ADJUSTED    1 2
 AW5538
 AW5538.Superseded values are not recommended for survey control.
 AW5538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5538.See file dsdata.txt to determine how the superseded data were derived.
 AW5538
 AW5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN101958(NAD 83)
 AW5538_MARKER: I = METAL ROD
 AW5538_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5538_SP_SET: STAINLESS STEEL ROD
 AW5538_STAMPING: V 1503 1987
 AW5538_MARK LOGO: NGS   
 AW5538_PROJECTION: FLUSH
 AW5538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5538_ROD/PIPE-DEPTH: 8.5  meters
 AW5538
 AW5538  HISTORY     - Date     Condition        Report By
 AW5538  HISTORY     - 1987     MONUMENTED       NGS
 AW5538  HISTORY     - 1989     GOOD             USPSQD
 AW5538  HISTORY     - 1989     GOOD             USPSQD
 AW5538  HISTORY     - 1990     GOOD             USPSQD
 AW5538  HISTORY     - 19940722 GOOD             USPSQD
 AW5538
 AW5538                          STATION DESCRIPTION
 AW5538
 AW5538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5538'4.5 KM (2.8 MI) NW FROM CEDAR BAYOU.
 AW5538'2.8 KM (1.75 MI) NORTH ALONG CROSBY-CEDAR BAYOU ROAD FROM THE ASSEMBLY
 AW5538'OF GOD CHURCH AT CEDAR BAYOU, THENCE 2.7 KM (1.05 MI) WEST ALONG
 AW5538'LYNCHBURG-CEDAR BAYOU ROAD TO THE MARK ON THE LEFT, 7.92 METERS (26.0
 AW5538'FT) SOUTH OF THE CENTERLINE OF THE ROAD, 36.58 METERS (120.0 FT) EAST
 AW5538'OF THE CENTER OF MAIN STREET, 1.65 METERS (5.4 FT) WEST OF A LARGE
 AW5538'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5538'LOGO CAP.
 AW5538'THE MARK IS 0.1 M ABOVE ROAD.
 AW5538
 AW5538                          STATION RECOVERY (1989)
 AW5538
 AW5538'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW5538'RECOVERED IN GOOD CONDITION.
 AW5538
 AW5538                          STATION RECOVERY (1989)
 AW5538
 AW5538'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW5538'RECOVERED IN GOOD CONDITION.
 AW5538
 AW5538                          STATION RECOVERY (1990)
 AW5538
 AW5538'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW5538'RECOVERED IN GOOD CONDITION.
 AW5538
 AW5538                          STATION RECOVERY (1994)
 AW5538
 AW5538'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5429 ***********************************************************************
 AW5429  DESIGNATION -  V 1504
 AW5429  PID         -  AW5429
 AW5429  STATE/COUNTY-  TX/HARRIS
 AW5429  USGS QUAD   -  ALIEF (1995)
 AW5429
 AW5429                         *CURRENT SURVEY CONTROL
 AW5429  ___________________________________________________________________
 AW5429* NAD 83(1986)-  29 42 44.     (N)    095 37 29.     (W)     SCALED    
 AW5429* NAVD 88     -        24.926  (meters)      81.78   (feet)  ADJUSTED  
 AW5429  ___________________________________________________________________
 AW5429  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW5429  DYNAMIC HT  -          24.892 (meters)      81.67  (feet)  COMP
 AW5429  MODELED GRAV-     979,275.2   (mgal)                       NAVD 88
 AW5429
 AW5429  VERT ORDER  -  FIRST     CLASS II
 AW5429
 AW5429.The horizontal coordinates were scaled from a topographic map and have
 AW5429.an estimated accuracy of +/- 6 seconds.
 AW5429
 AW5429.The orthometric height was determined by differential leveling
 AW5429.and adjusted by the National Geodetic Survey in June 1991..
 AW5429
 AW5429.The geoid height was determined by GEOID03.
 AW5429
 AW5429.The dynamic height is computed by dividing the NAVD 88
 AW5429.geopotential number by the normal gravity value computed on the
 AW5429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5429.degrees latitude (g = 980.6199 gals.).
 AW5429
 AW5429.The modeled gravity was interpolated from observed gravity values.
 AW5429
 AW5429;                    North         East    Units  Estimated Accuracy
 AW5429;SPC TXSC     - 4,212,940.      926,520.      MT  (+/- 180 meters Scaled)
 AW5429
 AW5429                          SUPERSEDED SURVEY CONTROL
 AW5429
 AW5429  NGVD 29 (12/23/87)   24.920  (m)           81.76   (f) ADJUSTED    1 2
 AW5429
 AW5429.Superseded values are not recommended for survey control.
 AW5429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5429.See file dsdata.txt to determine how the superseded data were derived.
 AW5429
 AW5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN460897(NAD 83)
 AW5429_MARKER: I = METAL ROD
 AW5429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5429_SP_SET: STAINLESS STEEL ROD
 AW5429_STAMPING: V 1504 1986
 AW5429_MARK LOGO: NGS   
 AW5429_PROJECTION: FLUSH
 AW5429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5429_ROD/PIPE-DEPTH: 9.8  meters
 AW5429
 AW5429  HISTORY     - Date     Condition        Report By
 AW5429  HISTORY     - 1986     MONUMENTED       NGS
 AW5429  HISTORY     - 19960705 POOR             USPSQD
 AW5429  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW5429
 AW5429                          STATION DESCRIPTION
 AW5429
 AW5429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5429'3.1 KM (1.9 MI) WEST FROM ALIEF.
 AW5429'3.1 KM (1.9 MI) WEST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION OF OLD
 AW5429'WESTHEIMER ROAD IN ALIEF, IN THE NORTHWEST QUADRANT OF THE
 AW5429'INTERSECTION OF ELDRIDGE ROAD, 35.7 METERS (117 FT) NORTH OF THE NORTH
 AW5429'RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 32.0 METERS (105 FT)
 AW5429'NORTH OF A RAILROAD SIGNAL LIGHT, 12.2 METERS (40.0 FT) NORTH OF THE
 AW5429'CENTER OF A HIGH VOLTAGE POWERLINE, 2.2 METERS (7.3 FT) WEST OF THE
 AW5429'WEST CURB OF ELDRIDGE ROAD, 0.73 METER (2.4 FT) SOUTH OF A POWER POLE.
 AW5429'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5429'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 AW5429'THE MARK IS 0.2 M ABOVE THE ROADS.
 AW5429
 AW5429                          STATION RECOVERY (1996)
 AW5429
 AW5429'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5429'MARK RECOVERED IN POOR CONDITION.
 AW5429
 AW5429                          STATION RECOVERY (2004)
 AW5429
 AW5429'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5491 ***********************************************************************
 AW5491  DESIGNATION -  V 1505
 AW5491  PID         -  AW5491
 AW5491  STATE/COUNTY-  TX/FORT BEND
 AW5491  USGS QUAD   -  ORCHARD (1980)
 AW5491
 AW5491                         *CURRENT SURVEY CONTROL
 AW5491  ___________________________________________________________________
 AW5491* NAD 83(1986)-  29 34 13.     (N)    095 59 22.     (W)     SCALED    
 AW5491* NAVD 88     -        36.369  (meters)     119.32   (feet)  ADJUSTED  
 AW5491  ___________________________________________________________________
 AW5491  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW5491  DYNAMIC HT  -          36.319 (meters)     119.16  (feet)  COMP
 AW5491  MODELED GRAV-     979,262.8   (mgal)                       NAVD 88
 AW5491
 AW5491  VERT ORDER  -  FIRST     CLASS II
 AW5491
 AW5491.The horizontal coordinates were scaled from a topographic map and have
 AW5491.an estimated accuracy of +/- 6 seconds.
 AW5491
 AW5491.The orthometric height was determined by differential leveling
 AW5491.and adjusted by the National Geodetic Survey in June 1991..
 AW5491
 AW5491.The geoid height was determined by GEOID03.
 AW5491
 AW5491.The dynamic height is computed by dividing the NAVD 88
 AW5491.geopotential number by the normal gravity value computed on the
 AW5491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5491.degrees latitude (g = 980.6199 gals.).
 AW5491
 AW5491.The modeled gravity was interpolated from observed gravity values.
 AW5491
 AW5491;                    North         East    Units  Estimated Accuracy
 AW5491;SPC TXSC     - 4,196,250.      891,650.      MT  (+/- 180 meters Scaled)
 AW5491
 AW5491                          SUPERSEDED SURVEY CONTROL
 AW5491
 AW5491  NGVD 29 (12/23/87)   36.365  (m)          119.31   (f) ADJUSTED    1 2
 AW5491
 AW5491.Superseded values are not recommended for survey control.
 AW5491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5491.See file dsdata.txt to determine how the superseded data were derived.
 AW5491
 AW5491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN103749(NAD 83)
 AW5491_MARKER: I = METAL ROD
 AW5491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5491_SP_SET: STAINLESS STEEL ROD
 AW5491_STAMPING: V 1505 1987
 AW5491_MARK LOGO: NGS   
 AW5491_PROJECTION: FLUSH
 AW5491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5491_ROD/PIPE-DEPTH: 6.1  meters
 AW5491
 AW5491  HISTORY     - Date     Condition        Report By
 AW5491  HISTORY     - 1987     MONUMENTED       NGS
 AW5491  HISTORY     - 19971122 GOOD             USPSQD
 AW5491
 AW5491                          STATION DESCRIPTION
 AW5491
 AW5491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5491'4.3 KM (2.7 MI) SOUTH FROM ORCHARD.
 AW5491'4.34 KM (2.7 MI) SOUTH ALONG FM ROAD 1952 FROM THE JUNCTION OF STATE
 AW5491'HIGHWAY 36 IN ORCHARD, 107.9 METERS (354 FT) SOUTH OF THE JUNCTION OF
 AW5491'FM ROAD 1952 AND FM ROAD 1489, 15.0 METERS (49.4 FT) EAST OF THE
 AW5491'CENTERLINE OF FM ROAD 1952, 21.5 METERS (70.5 FT) SOUTH OF A FENCE
 AW5491'CORNER, 0.6 METER (2.0 FT) SOUTH OF A POWER POLE, 0.3 METER (1.0 FT)
 AW5491'WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5491'LOGO CAP.
 AW5491'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW5491'THE MARK IS 0.5 M BELOW THE ROAD.
 AW5491
 AW5491                          STATION RECOVERY (1997)
 AW5491
 AW5491'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2556 ***********************************************************************
 AX2556  DESIGNATION -  V 1506
 AX2556  PID         -  AX2556
 AX2556  STATE/COUNTY-  TX/WHARTON
 AX2556  USGS QUAD   -  EL CAMPO (1981)
 AX2556
 AX2556                         *CURRENT SURVEY CONTROL
 AX2556  ___________________________________________________________________
 AX2556* NAD 83(1986)-  29 12 26.     (N)    096 15 02.     (W)     SCALED    
 AX2556* NAVD 88     -        31.013  (meters)     101.75   (feet)  ADJUSTED  
 AX2556  ___________________________________________________________________
 AX2556  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX2556  DYNAMIC HT  -          30.969 (meters)     101.60  (feet)  COMP
 AX2556  MODELED GRAV-     979,236.8   (mgal)                       NAVD 88
 AX2556
 AX2556  VERT ORDER  -  FIRST     CLASS I
 AX2556
 AX2556.The horizontal coordinates were scaled from a topographic map and have
 AX2556.an estimated accuracy of +/- 6 seconds.
 AX2556
 AX2556.The orthometric height was determined by differential leveling
 AX2556.and adjusted by the National Geodetic Survey in June 1991..
 AX2556
 AX2556.The geoid height was determined by GEOID03.
 AX2556
 AX2556.The dynamic height is computed by dividing the NAVD 88
 AX2556.geopotential number by the normal gravity value computed on the
 AX2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2556.degrees latitude (g = 980.6199 gals.).
 AX2556
 AX2556.The modeled gravity was interpolated from observed gravity values.
 AX2556
 AX2556;                    North         East    Units  Estimated Accuracy
 AX2556;SPC TXSC     - 4,155,410.      867,310.      MT  (+/- 180 meters Scaled)
 AX2556
 AX2556                          SUPERSEDED SURVEY CONTROL
 AX2556
 AX2556  NGVD 29 (12/23/87)   31.017  (m)          101.76   (f) ADJUSTED    1 1
 AX2556
 AX2556.Superseded values are not recommended for survey control.
 AX2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2556.See file dsdata.txt to determine how the superseded data were derived.
 AX2556
 AX2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT673340(NAD 83)
 AX2556_MARKER: I = METAL ROD
 AX2556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2556_SP_SET: STAINLESS STEEL ROD
 AX2556_STAMPING: V 1506 1987
 AX2556_MARK LOGO: NGS   
 AX2556_PROJECTION: FLUSH
 AX2556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2556_ROD/PIPE-DEPTH: 30.5 meters
 AX2556
 AX2556  HISTORY     - Date     Condition        Report By
 AX2556  HISTORY     - 1987     MONUMENTED       NGS
 AX2556  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2556
 AX2556                          STATION DESCRIPTION
 AX2556
 AX2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2556'1.9 KM (1.2 MI) NE FROM EL CAMPO.
 AX2556'1.93 KM (1.19 MI) NORTHEAST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION
 AX2556'OF STATE HIGHWAY 71 IN EL CAMPO, AT A POWER LINE CROSSING, 14.8 METERS
 AX2556'(48.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 55.7 METERS
 AX2556'(183 FT) NORTHEAST OF THE NORTHEAST END OF A CURVE, 14.9 METERS
 AX2556'(49.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC
 AX2556'RAILROAD, 1.5 METERS (5.0 FT) NORTHEAST OF A POWER POLE.  NOTE--ACCESS
 AX2556'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2556'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AX2556'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 AX2556
 AX2556                          STATION RECOVERY (1990)
 AX2556
 AX2556'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX2556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6334 ***********************************************************************
 AC6334  DESIGNATION -  V 1509 RESET
 AC6334  PID         -  AC6334
 AC6334  STATE/COUNTY-  TX/HARRIS
 AC6334  USGS QUAD   -  SETTEGAST (1995)
 AC6334
 AC6334                         *CURRENT SURVEY CONTROL
 AC6334  ___________________________________________________________________
 AC6334* NAD 83(1986)-  29 51 12.     (N)    095 21 47.     (W)     SCALED    
 AC6334* NAVD 88     -        20.351  (meters)      66.77   (feet)  ADJUSTED  
 AC6334  ___________________________________________________________________
 AC6334  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AC6334  DYNAMIC HT  -          20.323 (meters)      66.68  (feet)  COMP
 AC6334  MODELED GRAV-     979,291.5   (mgal)                       NAVD 88
 AC6334
 AC6334  VERT ORDER  -  FIRST     CLASS II
 AC6334
 AC6334.The horizontal coordinates were scaled from a topographic map and have
 AC6334.an estimated accuracy of +/- 6 seconds.
 AC6334
 AC6334.The orthometric height was determined by differential leveling
 AC6334.and adjusted by the National Geodetic Survey in July 2002..
 AC6334
 AC6334.The geoid height was determined by GEOID03.
 AC6334
 AC6334.The dynamic height is computed by dividing the NAVD 88
 AC6334.geopotential number by the normal gravity value computed on the
 AC6334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6334.degrees latitude (g = 980.6199 gals.).
 AC6334
 AC6334.The modeled gravity was interpolated from observed gravity values.
 AC6334
 AC6334;                    North         East    Units  Estimated Accuracy
 AC6334;SPC TXSC     - 4,229,340.      951,340.      MT  (+/- 180 meters Scaled)
 AC6334
 AC6334                          SUPERSEDED SURVEY CONTROL
 AC6334
 AC6334.No superseded survey control is available for this station.
 AC6334
 AC6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP717048(NAD 83)
 AC6334_MARKER: I = METAL ROD
 AC6334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6334_STAMPING: V 1509 RESET
 AC6334_MARK LOGO: NGS   
 AC6334_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6334+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AC6334
 AC6334  HISTORY     - Date     Condition        Report By
 AC6334  HISTORY     - UNK      MONUMENTED
 AC6334  HISTORY     - 19960204 GOOD             NGS
 AC6334  HISTORY     - 20040927 GOOD             USPSQD
 AC6334
 AC6334                          STATION DESCRIPTION
 AC6334
 AC6334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6334'IN HOUSTON, AT THE INTERSECTION OF IRVINGTON BOULEVARD AND SOREN
 AC6334'STREET, 96.0 M (315.0 FT) SOUTH OF THE STREET CENTER, 5.8 M (19.0 FT)
 AC6334'WEST OF THE SOUTHBOUND LANES OF THE BOULEVARD, 3.7 M (12.1 FT)
 AC6334'NORTHEAST OF A FIRE HYDRANT, 2.3 M (7.5 FT) EAST OF A WITNESS POST AND
 AC6334'CHAIN-LINK FENCE, AND 0.2 M (0.7 FT) WEST OF AND LEVEL WITH THE WEST
 AC6334'EDGE OF A SIDEWALK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC6334'5-INCH LOGO CAP.
 AC6334
 AC6334                          STATION RECOVERY (2004)
 AC6334
 AC6334'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AC6334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0629 ***********************************************************************
 CS0629  DESIGNATION -  V 151
 CS0629  PID         -  CS0629
 CS0629  STATE/COUNTY-  TX/NAVARRO
 CS0629  USGS QUAD   -  POWELL (1959)
 CS0629
 CS0629                         *CURRENT SURVEY CONTROL
 CS0629  ___________________________________________________________________
 CS0629* NAD 83(1993)-  32 07 19.05006(N)    096 17 44.02240(W)     ADJUSTED  
 CS0629* NAVD 88     -       113.125  (meters)     371.14   (feet)  ADJUSTED  
 CS0629  ___________________________________________________________________
 CS0629  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CS0629  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0629  DYNAMIC HT  -         112.993 (meters)     370.71  (feet)  COMP
 CS0629  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 CS0629
 CS0629  HORZ ORDER  -  SECOND
 CS0629  VERT ORDER  -  SECOND    CLASS 0
 CS0629
 CS0629.The horizontal coordinates were established by classical geodetic methods
 CS0629.and adjusted by the National Geodetic Survey in February 1996..
 CS0629
 CS0629.The orthometric height was determined by differential leveling
 CS0629.and adjusted by the National Geodetic Survey in June 1991..
 CS0629
 CS0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0629
 CS0629.The geoid height was determined by GEOID03.
 CS0629
 CS0629.The dynamic height is computed by dividing the NAVD 88
 CS0629.geopotential number by the normal gravity value computed on the
 CS0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0629.degrees latitude (g = 980.6199 gals.).
 CS0629
 CS0629.The modeled gravity was interpolated from observed gravity values.
 CS0629
 CS0629;                    North         East     Units Scale Factor Converg.
 CS0629;SPC TXNC     - 2,052,671.453   808,013.489   MT  1.00000317   +1 12 08.2
 CS0629;SPC TXNC     - 6,734,472.93  2,650,957.59   sFT  1.00000317   +1 12 08.2
 CS0629;UTM  14      - 3,557,157.351   755,151.418   MT  1.00040293   +1 26 19.6
 CS0629
 CS0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0629!SPC TXNC     -   0.99998624  x   1.00000317  =   0.99998941
 CS0629!UTM  14      -   0.99998624  x   1.00040293  =   1.00038916
 CS0629
 CS0629                          SUPERSEDED SURVEY CONTROL
 CS0629
 CS0629  NAD 83(1986)-  32 07 19.05714(N)    096 17 44.00508(W) AD(       ) 2
 CS0629  NAD 27      -  32 07 18.50700(N)    096 17 43.08700(W) AD(       ) 2
 CS0629  NGVD 29 (??/??/92)  113.128  (m)          371.15   (f) ADJ UNCH    2 0
 CS0629
 CS0629.Superseded values are not recommended for survey control.
 CS0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0629.See file dsdata.txt to determine how the superseded data were derived.
 CS0629
 CS0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA5515157157(NAD 83)
 CS0629_MARKER: DB = BENCH MARK DISK
 CS0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0629_STAMPING: V 151 1933
 CS0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0629+STABILITY: SURFACE MOTION
 CS0629
 CS0629  HISTORY     - Date     Condition        Report By
 CS0629  HISTORY     - 1933     MONUMENTED       CGS
 CS0629  HISTORY     - 1947     GOOD             CGS
 CS0629  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS0629
 CS0629                          STATION DESCRIPTION
 CS0629
 CS0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0629'1.8 MI E FROM POWELL.
 CS0629'1.8 MILES EAST OF, ALONG ST.L.S.W.RY. MILEPOST 611 PLUS 7 POLES, 36
 CS0629'FEET NORTH OF LANE CROSSING, IN LINE OF SOUTH DITCH OF HIGHWAY, ON TOP
 CS0629'OF EAST HEADWALL OF CULVERT UNDER LANE, 12 FEET NORTHWEST OF CONCRETE
 CS0629'POST MARKED F.A.P. NO. 575-B STA. 518+21.  TABLET CEMENTED IN
 CS0629'CONCRETE.
 CS0629
 CS0629                          STATION RECOVERY (1947)
 CS0629
 CS0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS0629'SEE STATION WEST KERENS BASE
 CS0629
 CS0629                          STATION RECOVERY (1958)
 CS0629
 CS0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5638 ***********************************************************************
 AW5638  DESIGNATION -  V 1510
 AW5638  PID         -  AW5638
 AW5638  STATE/COUNTY-  TX/HARRIS
 AW5638  USGS QUAD   -  HUMBLE (1995)
 AW5638
 AW5638                         *CURRENT SURVEY CONTROL
 AW5638  ___________________________________________________________________
 AW5638* NAD 83(1986)-  29 57 37.     (N)    095 15 57.     (W)     SCALED    
 AW5638* NAVD 88     -        20.640  (meters)      67.72   (feet)  ADJUSTED  
 AW5638  ___________________________________________________________________
 AW5638  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW5638  DYNAMIC HT  -          20.612 (meters)      67.62  (feet)  COMP
 AW5638  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 AW5638
 AW5638  VERT ORDER  -  FIRST     CLASS II
 AW5638
 AW5638.The horizontal coordinates were scaled from a topographic map and have
 AW5638.an estimated accuracy of +/- 6 seconds.
 AW5638
 AW5638.The orthometric height was determined by differential leveling
 AW5638.and adjusted by the National Geodetic Survey in June 1991..
 AW5638
 AW5638.The geoid height was determined by GEOID03.
 AW5638
 AW5638.The dynamic height is computed by dividing the NAVD 88
 AW5638.geopotential number by the normal gravity value computed on the
 AW5638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5638.degrees latitude (g = 980.6199 gals.).
 AW5638
 AW5638.The modeled gravity was interpolated from observed gravity values.
 AW5638
 AW5638;                    North         East    Units  Estimated Accuracy
 AW5638;SPC TXSC     - 4,241,480.      960,350.      MT  (+/- 180 meters Scaled)
 AW5638
 AW5638                          SUPERSEDED SURVEY CONTROL
 AW5638
 AW5638  NGVD 29 (12/23/87)   20.638  (m)           67.71   (f) ADJUSTED    1 2
 AW5638
 AW5638.Superseded values are not recommended for survey control.
 AW5638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5638.See file dsdata.txt to determine how the superseded data were derived.
 AW5638
 AW5638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP813165(NAD 83)
 AW5638_MARKER: I = METAL ROD
 AW5638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5638_SP_SET: STAINLESS STEEL ROD
 AW5638_STAMPING: V 1510 1987
 AW5638_MARK LOGO: NGS   
 AW5638_PROJECTION: FLUSH
 AW5638_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5638+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW5638_ROD/PIPE-DEPTH: 8.2  meters
 AW5638
 AW5638  HISTORY     - Date     Condition        Report By
 AW5638  HISTORY     - 1987     MONUMENTED       NGS
 AW5638  HISTORY     - 19941009 GOOD             NGS
 AW5638  HISTORY     - 20051015 GOOD             USPSQD
 AW5638
 AW5638                          STATION DESCRIPTION
 AW5638
 AW5638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5638'4.7 KM (2.9 MI) SOUTH FROM HUMBLE.
 AW5638'0.6 KM (0.35 MI) EAST ALONG BARRETT STREET FROM THE POST OFFICE IN
 AW5638'HUMBLE, THENCE 4.1 KM (2.55 MI) SOUTHERLY ALONG OLD HUMBLE ROAD, 17.5
 AW5638'M (57.4 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 9.5 M (31.2 FT)
 AW5638'NORTH OF THE CENTER OF THE ENTRANCE TO ROSEWOOD PARK CEMETERY, 4.0 M
 AW5638'(13.1 FT) EAST OF THE SOUTH CORNER OF A STONE PILLAR WITH A SIGN
 AW5638'(ROSEWOOD), AND 1.8 M (5.9 FT) SOUTHWEST OF THE SOUTHWEST FACE OF A
 AW5638'STONE WALL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5638'CAP.
 AW5638'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5638
 AW5638                          STATION RECOVERY (1994)
 AW5638
 AW5638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW5638'0.2 KM (0.10 MI) WESTERLY ALONG FIRST STREET FROM THE POST OFFICE IN
 AW5638'HUMBLE, THENCE 4.4 KM (2.75 MI) SOUTHERLY ALONG HOUSTON AVENUE AND
 AW5638'THEN OLD HUMBLE ROAD, 17.2 M (56.4 FT) WEST OF THE ROAD CENTERLINE,
 AW5638'9.1 M (29.9 FT) NORTH OF THE CENTER OF THE ENTRANCE ROAD LEADING TO
 AW5638'THE ROSEWOOD PARK CEMETERY, 3.9 M (12.8 FT) EAST OF THE SOUTHEAST
 AW5638'CORNER OF A BRICK PILLAR WITH SIGN (ROSEWOOD) , 1.8 M (5.9 FT) SOUTH
 AW5638'OF A BRICK WALL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 AW5638'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AW5638
 AW5638                          STATION RECOVERY (2005)
 AW5638
 AW5638'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5638'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5619 ***********************************************************************
 AW5619  DESIGNATION -  V 1511
 AW5619  PID         -  AW5619
 AW5619  STATE/COUNTY-  TX/HARRIS
 AW5619  USGS QUAD   -  ALDINE (1995)
 AW5619
 AW5619                         *CURRENT SURVEY CONTROL
 AW5619  ___________________________________________________________________
 AW5619* NAD 83(1986)-  29 56 37.     (N)    095 29 54.     (W)     SCALED    
 AW5619* NAVD 88     -        33.795  (meters)     110.88   (feet)  ADJUSTED  
 AW5619  ___________________________________________________________________
 AW5619  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW5619  DYNAMIC HT  -          33.749 (meters)     110.72  (feet)  COMP
 AW5619  MODELED GRAV-     979,293.1   (mgal)                       NAVD 88
 AW5619
 AW5619  VERT ORDER  -  FIRST     CLASS II
 AW5619
 AW5619.The horizontal coordinates were scaled from a topographic map and have
 AW5619.an estimated accuracy of +/- 6 seconds.
 AW5619
 AW5619.The orthometric height was determined by differential leveling
 AW5619.and adjusted by the National Geodetic Survey in June 1991..
 AW5619
 AW5619.The geoid height was determined by GEOID03.
 AW5619
 AW5619.The dynamic height is computed by dividing the NAVD 88
 AW5619.geopotential number by the normal gravity value computed on the
 AW5619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5619.degrees latitude (g = 980.6199 gals.).
 AW5619
 AW5619.The modeled gravity was interpolated from observed gravity values.
 AW5619
 AW5619;                    North         East    Units  Estimated Accuracy
 AW5619;SPC TXSC     - 4,238,940.      937,980.      MT  (+/- 180 meters Scaled)
 AW5619
 AW5619                          SUPERSEDED SURVEY CONTROL
 AW5619
 AW5619  NGVD 29 (12/23/87)   33.790  (m)          110.86   (f) ADJUSTED    1 2
 AW5619
 AW5619.Superseded values are not recommended for survey control.
 AW5619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5619.See file dsdata.txt to determine how the superseded data were derived.
 AW5619
 AW5619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP588151(NAD 83)
 AW5619_MARKER: I = METAL ROD
 AW5619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5619_SP_SET: STAINLESS STEEL ROD
 AW5619_STAMPING: V 1511 1987
 AW5619_MARK LOGO: NGS   
 AW5619_PROJECTION: FLUSH
 AW5619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5619+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5619_ROD/PIPE-DEPTH: 7.3  meters
 AW5619
 AW5619  HISTORY     - Date     Condition        Report By
 AW5619  HISTORY     - 1987     MONUMENTED       NGS
 AW5619  HISTORY     - 20040712 GOOD             USPSQD
 AW5619  HISTORY     - 20051012 GOOD             USPSQD
 AW5619
 AW5619                          STATION DESCRIPTION
 AW5619
 AW5619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5619'2.8 KM (1.75 MI) NORTH FROM NORTH HOUSTON.
 AW5619'0.4 KM (0.25 MI) SOUTHEAST ALONG STATE HIGHWAY 149 FROM ITS JUNCTION
 AW5619'WITH FAIRBANKS-NORTH HOUSTON ROAD IN NORTH HOUSTON, THENCE 2.4 KM (1.5
 AW5619'MI) NORTHERLY ALONG BAMMEL-NORTH HOUSTON ROAD, 38.3 M (125.7 FT) WEST
 AW5619'OF THE CENTERLINE OF THE ROAD, 15.2 M (49.9 FT) EAST OF THE EXTENDED
 AW5619'CENTER OF STRANSBERG DRIVE, 5.8 M (19.0 FT) SOUTH OF THE CENTERLINE OF
 AW5619'THE WEST BOUND LANES OF OAK FALLS DRIVE, 5.7 M (18.7 FT) NORTH OF THE
 AW5619'CENTERLINE OF THE EAST BOUND LANES OF OAK FALLS DRIVE, AND 2.8 M (9.2
 AW5619'FT) EAST OF THE WEST END OF A MEDIAN.  NOTE--ACCESS TO DATUM POINT IS
 AW5619'HAD THROUGH A 5-INCH LOGO CAP.
 AW5619'THE MARK IS 0.4 M ABOVE OAK FALLS DRIVE.
 AW5619
 AW5619                          STATION RECOVERY (2004)
 AW5619
 AW5619'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5619'RECOVERED IN GOOD CONDITION.
 AW5619
 AW5619                          STATION RECOVERY (2005)
 AW5619
 AW5619'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5619'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5696 ***********************************************************************
 AW5696  DESIGNATION -  V 1512
 AW5696  PID         -  AW5696
 AW5696  STATE/COUNTY-  TX/HARRIS
 AW5696  USGS QUAD   -  PASADENA (1995)
 AW5696
 AW5696                         *CURRENT SURVEY CONTROL
 AW5696  ___________________________________________________________________
 AW5696* NAD 83(1986)-  29 37 37.     (N)    095 11 33.     (W)     SCALED    
 AW5696* NAVD 88     -        11.742  (meters)      38.52   (feet)  ADJUSTED  
 AW5696  ___________________________________________________________________
 AW5696  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW5696  DYNAMIC HT  -          11.726 (meters)      38.47  (feet)  COMP
 AW5696  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 AW5696
 AW5696  VERT ORDER  -  FIRST     CLASS II
 AW5696
 AW5696.The horizontal coordinates were scaled from a topographic map and have
 AW5696.an estimated accuracy of +/- 6 seconds.
 AW5696
 AW5696.The orthometric height was determined by differential leveling
 AW5696.and adjusted by the National Geodetic Survey in June 1991..
 AW5696
 AW5696.The geoid height was determined by GEOID03.
 AW5696
 AW5696.The dynamic height is computed by dividing the NAVD 88
 AW5696.geopotential number by the normal gravity value computed on the
 AW5696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5696.degrees latitude (g = 980.6199 gals.).
 AW5696
 AW5696.The modeled gravity was interpolated from observed gravity values.
 AW5696
 AW5696;                    North         East    Units  Estimated Accuracy
 AW5696;SPC TXSC     - 4,204,780.      968,630.      MT  (+/- 180 meters Scaled)
 AW5696
 AW5696                          SUPERSEDED SURVEY CONTROL
 AW5696
 AW5696  NGVD 29 (12/23/87)   11.738  (m)           38.51   (f) ADJUSTED    1 2
 AW5696
 AW5696.Superseded values are not recommended for survey control.
 AW5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5696.See file dsdata.txt to determine how the superseded data were derived.
 AW5696
 AW5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN877794(NAD 83)
 AW5696_MARKER: I = METAL ROD
 AW5696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5696_SP_SET: STAINLESS STEEL ROD
 AW5696_STAMPING: V 1512 1987
 AW5696_MARK LOGO: NGS   
 AW5696_PROJECTION: FLUSH
 AW5696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5696+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 AW5696_ROD/PIPE-DEPTH: 10.9 meters
 AW5696
 AW5696  HISTORY     - Date     Condition        Report By
 AW5696  HISTORY     - 1987     MONUMENTED       NGS
 AW5696  HISTORY     - 19980307 GOOD             USPSQD
 AW5696  HISTORY     - 20030206 GOOD             USPSQD
 AW5696  HISTORY     - 20040213 GOOD             USPSQD
 AW5696  HISTORY     - 20050426 GOOD             USPSQD
 AW5696
 AW5696                          STATION DESCRIPTION
 AW5696
 AW5696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5696'0.6 KM (0.35 MI) EAST FROM GENOA.
 AW5696'0.6 KM (0.35 MI) EAST ALONG GENOA RED BLUFF ROAD FROM THE CROSSING OF
 AW5696'THE HOUSTON AND HENDERSON RAILROAD IN GENOA, 52.1 METERS (170.9 FT)
 AW5696'EAST OF THE CENTERLINE OF ALLEN GENOA ROAD, 36.3 METERS (119.1 FT)
 AW5696'WEST OF A DRIVEWAY LEADING NORTH TO A RESIDENCE, 33.8 METERS (110.9
 AW5696'FT) NORTH OF THE CENTERLINE OF GENOA RED BLUFF ROAD, 9.2 METERS (30.2
 AW5696'FT)  NORTH OF A PAVED ROAD, 0.75 METER (2.5 FT) EAST-SOUTHEAST OF A
 AW5696'FENCE CORNER POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5696'5-INCH LOGO CAP.
 AW5696'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 AW5696'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
 AW5696
 AW5696                          STATION RECOVERY (1998)
 AW5696
 AW5696'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5696'RECOVERED IN GOOD CONDITION.
 AW5696
 AW5696                          STATION RECOVERY (2003)
 AW5696
 AW5696'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5696'RECOVERED IN GOOD CONDITION.
 AW5696
 AW5696                          STATION RECOVERY (2004)
 AW5696
 AW5696'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5696'RECOVERED IN GOOD CONDITION.
 AW5696
 AW5696                          STATION RECOVERY (2005)
 AW5696
 AW5696'RECOVERY NOTE BY US POWER SQUADRON 2005 (G)
 AW5696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2030 ***********************************************************************
 BL2030  DESIGNATION -  V 1515
 BL2030  PID         -  BL2030
 BL2030  STATE/COUNTY-  TX/LIBERTY
 BL2030  USGS QUAD   -  DEVERS (1984)
 BL2030
 BL2030                         *CURRENT SURVEY CONTROL
 BL2030  ___________________________________________________________________
 BL2030* NAD 83(1986)-  30 01 26.     (N)    094 30 32.     (W)     SCALED    
 BL2030* NAVD 88     -        14.760  (meters)      48.43   (feet)  ADJUSTED  
 BL2030  ___________________________________________________________________
 BL2030  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL2030  DYNAMIC HT  -          14.740 (meters)      48.36  (feet)  COMP
 BL2030  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 BL2030
 BL2030  VERT ORDER  -  FIRST     CLASS II
 BL2030
 BL2030.The horizontal coordinates were scaled from a topographic map and have
 BL2030.an estimated accuracy of +/- 6 seconds.
 BL2030
 BL2030.The orthometric height was determined by differential leveling
 BL2030.and adjusted by the National Geodetic Survey in June 1991..
 BL2030
 BL2030.The geoid height was determined by GEOID03.
 BL2030
 BL2030.The dynamic height is computed by dividing the NAVD 88
 BL2030.geopotential number by the normal gravity value computed on the
 BL2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2030.degrees latitude (g = 980.6199 gals.).
 BL2030
 BL2030.The modeled gravity was interpolated from observed gravity values.
 BL2030
 BL2030;                    North         East    Units  Estimated Accuracy
 BL2030;SPC TX C     - 3,054,310.    1,261,600.      MT  (+/- 180 meters Scaled)
 BL2030
 BL2030                          SUPERSEDED SURVEY CONTROL
 BL2030
 BL2030  NGVD 29 (12/23/87)   14.766  (m)           48.44   (f) ADJUSTED    1 2
 BL2030
 BL2030.Superseded values are not recommended for survey control.
 BL2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2030.See file dsdata.txt to determine how the superseded data were derived.
 BL2030
 BL2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP544223(NAD 83)
 BL2030_MARKER: DB = BENCH MARK DISK
 BL2030_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BL2030_SP_SET: DRIER FOUNDATION
 BL2030_STAMPING: V 1515 1987
 BL2030_MARK LOGO: NGS   
 BL2030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL2030+STABILITY: POSITION/ELEVATION WELL
 BL2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2030+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL2030
 BL2030  HISTORY     - Date     Condition        Report By
 BL2030  HISTORY     - 1987     MONUMENTED       NGS
 BL2030  HISTORY     - 20041004 GOOD             USPSQD
 BL2030
 BL2030                          STATION DESCRIPTION
 BL2030
 BL2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2030'8.0 KM (5.0 MI) EAST FROM DEVERS.
 BL2030'8.0 KM (5.0 MI) EAST ALONG US HIGHWAY 90 FROM THE SCHOOL IN DEVERS,
 BL2030'ALSO 8.6 KM (5.3 MI) WEST ALONG THE HIGHWAY FROM THE POST OFFICE IN
 BL2030'NOME, 0.2 (0.1 MI) WEST OF THE T JUNCTION OF FM ROAD 1009 LEADING
 BL2030'SOUTH, AT THE B. H. WILLIS RICE DRIER AT FELICIA (NO TOWN HERE)
 BL2030',INSIDE AND 1.0 METERS (3.2 FEET) EAST OF THE NORTH EDGE OF THE WEST
 BL2030'MOST ROLL UP DOOR.
 BL2030'THE MARK IS ABOVE LEVEL WITH FLOOR.
 BL2030
 BL2030                          STATION RECOVERY (2004)
 BL2030
 BL2030'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6267 ***********************************************************************
 AC6267  DESIGNATION -  V 1516
 AC6267  PID         -  AC6267
 AC6267  STATE/COUNTY-  TX/GALVESTON
 AC6267  USGS QUAD   -  VIRGINIA POINT (1994)
 AC6267
 AC6267                         *CURRENT SURVEY CONTROL
 AC6267  ___________________________________________________________________
 AC6267* NAD 83(1986)-  29 18 31.     (N)    094 54 27.     (W)     SCALED    
 AC6267* NAVD 88     -         2.159  (meters)       7.08   (feet)  ADJUSTED  
 AC6267  ___________________________________________________________________
 AC6267  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AC6267  DYNAMIC HT  -           2.156 (meters)       7.07  (feet)  COMP
 AC6267  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 AC6267
 AC6267  VERT ORDER  -  FIRST     CLASS II
 AC6267
 AC6267.The horizontal coordinates were scaled from a topographic map and have
 AC6267.an estimated accuracy of +/- 6 seconds.
 AC6267
 AC6267.The orthometric height was determined by differential leveling
 AC6267.and adjusted by the National Geodetic Survey in March 1997..
 AC6267
 AC6267.The geoid height was determined by GEOID03.
 AC6267
 AC6267.The dynamic height is computed by dividing the NAVD 88
 AC6267.geopotential number by the normal gravity value computed on the
 AC6267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6267.degrees latitude (g = 980.6199 gals.).
 AC6267
 AC6267.The modeled gravity was interpolated from observed gravity values.
 AC6267
 AC6267;                    North         East    Units  Estimated Accuracy
 AC6267;SPC TXSC     - 4,170,450.      997,440.      MT  (+/- 180 meters Scaled)
 AC6267
 AC6267                          SUPERSEDED SURVEY CONTROL
 AC6267
 AC6267.No superseded survey control is available for this station.
 AC6267
 AC6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN147436(NAD 83)
 AC6267_MARKER: DV = VERTICAL CONTROL DISK
 AC6267_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC6267_SP_SET: PIER
 AC6267_STAMPING: V 1516 1996
 AC6267_MARK LOGO: NGS   
 AC6267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6267+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AC6267
 AC6267  HISTORY     - Date     Condition        Report By
 AC6267  HISTORY     - 1996     MONUMENTED       NGS
 AC6267  HISTORY     - 20051209 GOOD             USPSQD
 AC6267
 AC6267                          STATION DESCRIPTION
 AC6267
 AC6267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6267'4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 3 AND INTERSTATE
 AC6267'HIGHWAY 45 FROM THE JUNCTION OF STATE HIGHWAY LOOP 197 IN LA MARQUE,
 AC6267'SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHEASTERLY
 AC6267'CONCRETE COLUMNS OF THE 1ST PIER NORTHWEST OF A PAVED ROAD OF THE
 AC6267'NORTHBOUND HIGHWAY 0VERPASS OF THE ROAD, 9.2 M (30.2 FT) NORTHEAST OF
 AC6267'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 6.0 M (19.7 FT)
 AC6267'NORTH OF THE ROAD CENTER, AND 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE.
 AC6267
 AC6267                          STATION RECOVERY (2005)
 AC6267
 AC6267'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AC6267'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0780 ***********************************************************************
 CE0780  DESIGNATION -  V 1517
 CE0780  PID         -  CE0780
 CE0780  STATE/COUNTY-  TX/EL PASO
 CE0780  USGS QUAD   -  EL PASO (1997)
 CE0780
 CE0780                         *CURRENT SURVEY CONTROL
 CE0780  ___________________________________________________________________
 CE0780* NAD 83(1986)-  31 47 41.     (N)    106 26 20.     (W)     SCALED    
 CE0780* NAVD 88     -      1165.860  (meters)    3824.99   (feet)  ADJUSTED  
 CE0780  ___________________________________________________________________
 CE0780  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CE0780  DYNAMIC HT  -        1164.087 (meters)    3819.18  (feet)  COMP
 CE0780  MODELED GRAV-     979,079.4   (mgal)                       NAVD 88
 CE0780
 CE0780  VERT ORDER  -  FIRST     CLASS I
 CE0780
 CE0780.The horizontal coordinates were scaled from a topographic map and have
 CE0780.an estimated accuracy of +/- 6 seconds.
 CE0780
 CE0780.The orthometric height was determined by differential leveling
 CE0780.and adjusted by the National Geodetic Survey in November 1996..
 CE0780
 CE0780.The geoid height was determined by GEOID03.
 CE0780
 CE0780.The dynamic height is computed by dividing the NAVD 88
 CE0780.geopotential number by the normal gravity value computed on the
 CE0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0780.degrees latitude (g = 980.6199 gals.).
 CE0780
 CE0780.The modeled gravity was interpolated from observed gravity values.
 CE0780
 CE0780;                    North         East    Units  Estimated Accuracy
 CE0780;SPC TX C     - 3,251,780.      122,090.      MT  (+/- 180 meters Scaled)
 CE0780
 CE0780                          SUPERSEDED SURVEY CONTROL
 CE0780
 CE0780.No superseded survey control is available for this station.
 CE0780
 CE0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR637185(NAD 83)
 CE0780_MARKER: I = METAL ROD
 CE0780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0780_SP_SET: STAINLESS STEEL ROD
 CE0780_STAMPING: V 1517 1993
 CE0780_MARK LOGO: NGS   
 CE0780_PROJECTION: RECESSED 2 CENTIMETERS
 CE0780_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0780+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0780_ROD/PIPE-DEPTH: 8.5  meters
 CE0780
 CE0780  HISTORY     - Date     Condition        Report By
 CE0780  HISTORY     - 1993     MONUMENTED       NGS
 CE0780
 CE0780                          STATION DESCRIPTION
 CE0780
 CE0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0780'IN EL PASO, AT THE INTERSECTION OF ALTURA AVENUE AND MARR STREET, 8.2
 CE0780'M (26.9 FT) EAST OF THE STREET CENTER, 7.9 M (25.9 FT) NORTH OF THE
 CE0780'EXTENDED CENTER OF THE AVENUE AND AN ENTRANCE ROAD TO THE RADFORD
 CE0780'ELEMENTARY SCHOOL, 5.1 M (16.7 FT) SOUTH-SOUTHEAST OF A FIRE HYDRANT,
 CE0780'3.3 M (10.8 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A ROCK WALL, 1.1
 CE0780'M (3.6 FT) NORTH OF A UTILITY POLE, AND 0.3 M (1.0 FT) ABOVE THE
 CE0780'LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 CE0780'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8470 ***********************************************************************
 AC8470  DESIGNATION -  V 1518
 AC8470  PID         -  AC8470
 AC8470  STATE/COUNTY-  TX/NUECES
 AC8470  USGS QUAD   -  OSO CREEK NE (1975)
 AC8470
 AC8470                         *CURRENT SURVEY CONTROL
 AC8470  ___________________________________________________________________
 AC8470* NAD 83(1986)-  27 40 15.     (N)    097 17 19.     (W)     SCALED    
 AC8470* NAVD 88     -         9.092  (meters)      29.83   (feet)  ADJUSTED  
 AC8470  ___________________________________________________________________
 AC8470  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AC8470  DYNAMIC HT  -           9.078 (meters)      29.78  (feet)  COMP
 AC8470  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 AC8470
 AC8470  VERT ORDER  -  FIRST     CLASS II
 AC8470
 AC8470.The horizontal coordinates were scaled from a topographic map and have
 AC8470.an estimated accuracy of +/- 6 seconds.
 AC8470
 AC8470.The orthometric height was determined by differential leveling
 AC8470.and adjusted by the National Geodetic Survey in December 1997..
 AC8470
 AC8470.The geoid height was determined by GEOID03.
 AC8470
 AC8470.The dynamic height is computed by dividing the NAVD 88
 AC8470.geopotential number by the normal gravity value computed on the
 AC8470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8470.degrees latitude (g = 980.6199 gals.).
 AC8470
 AC8470.The modeled gravity was interpolated from observed gravity values.
 AC8470
 AC8470;                    North         East    Units  Estimated Accuracy
 AC8470;SPC TX S     - 5,222,620.      419,510.      MT  (+/- 180 meters Scaled)
 AC8470
 AC8470                          SUPERSEDED SURVEY CONTROL
 AC8470
 AC8470.No superseded survey control is available for this station.
 AC8470
 AC8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR687619(NAD 83)
 AC8470_MARKER: DD = SURVEY DISK
 AC8470_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8470_SP_SET: OVERPASS ABUTMENT
 AC8470_STAMPING: V 1518
 AC8470_MARK LOGO: TXHD  
 AC8470_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8470+STABILITY: POSITION/ELEVATION WELL
 AC8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8470+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8470
 AC8470  HISTORY     - Date     Condition        Report By
 AC8470  HISTORY     - UNK      MONUMENTED       TXHD
 AC8470  HISTORY     - 19970205 GOOD             NGS
 AC8470
 AC8470                          STATION DESCRIPTION
 AC8470
 AC8470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8470'15.9 KM (9.85 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 FROM THE
 AC8470'JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, IN TOP OF AND 0.6 M
 AC8470'(2.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 AC8470'ABUTMENT OF AN OFF RAMP OVERPASS OF SOUTH PADRE ISLAND DRIVE, 5.1 M
 AC8470'(16.7 FT) EAST OF A UTILITY LIGHT POLE, AND 4.6 M (15.1 FT) SOUTHWEST
 AC8470'OF AND LEVEL WITH THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8419 ***********************************************************************
 AC8419  DESIGNATION -  V 1519
 AC8419  PID         -  AC8419
 AC8419  STATE/COUNTY-  TX/SAN PATRICIO
 AC8419  USGS QUAD   -  GREGORY (1975)
 AC8419
 AC8419                         *CURRENT SURVEY CONTROL
 AC8419  ___________________________________________________________________
 AC8419* NAD 83(1986)-  27 52 39.     (N)    097 19 46.     (W)     SCALED    
 AC8419* NAVD 88     -        10.589  (meters)      34.74   (feet)  ADJUSTED  
 AC8419  ___________________________________________________________________
 AC8419  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AC8419  DYNAMIC HT  -          10.573 (meters)      34.69  (feet)  COMP
 AC8419  MODELED GRAV-     979,134.6   (mgal)                       NAVD 88
 AC8419
 AC8419  VERT ORDER  -  FIRST     CLASS II
 AC8419
 AC8419.The horizontal coordinates were scaled from a topographic map and have
 AC8419.an estimated accuracy of +/- 6 seconds.
 AC8419
 AC8419.The orthometric height was determined by differential leveling
 AC8419.and adjusted by the National Geodetic Survey in December 1997..
 AC8419
 AC8419.The geoid height was determined by GEOID03.
 AC8419
 AC8419.The dynamic height is computed by dividing the NAVD 88
 AC8419.geopotential number by the normal gravity value computed on the
 AC8419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8419.degrees latitude (g = 980.6199 gals.).
 AC8419
 AC8419.The modeled gravity was interpolated from observed gravity values.
 AC8419
 AC8419;                    North         East    Units  Estimated Accuracy
 AC8419;SPC TX S     - 5,245,490.      415,270.      MT  (+/- 180 meters Scaled)
 AC8419
 AC8419                          SUPERSEDED SURVEY CONTROL
 AC8419
 AC8419.No superseded survey control is available for this station.
 AC8419
 AC8419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR644847(NAD 83)
 AC8419_MARKER: I = METAL ROD
 AC8419_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8419_STAMPING: V 1519 1997
 AC8419_MARK LOGO: NGS   
 AC8419_PROJECTION: FLUSH
 AC8419_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8419+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8419_ROD/PIPE-DEPTH: 9.0  meters
 AC8419_SLEEVE-DEPTH  : 0.9 meters
 AC8419
 AC8419  HISTORY     - Date     Condition        Report By
 AC8419  HISTORY     - 1997     MONUMENTED       NGS
 AC8419
 AC8419                          STATION DESCRIPTION
 AC8419
 AC8419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8419'IN PORTLAND, AT THE INTERSECTION OF FARM ROAD 893 (MOORE AVENUE) AND
 AC8419'MEMORIAL STREET, 24.2 M (79.4 FT) WEST OF THE STREET CENTER, 23.3 M
 AC8419'(76.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF CITY HALL, 15.0 M (49.2
 AC8419'FT) EAST OF AND LEVEL WITH THE ROAD CENTER, 12.5 M (41.0 FT)
 AC8419'WEST-SOUTHWEST OF A FIRE HYDRANT, 2.8 M (9.2 FT) NORTH OF A WITNESS
 AC8419'POST, AND 0.3 M (1.0 FT) SOUTH OF THE SOUTH CURB OF A PARKING LOT.
 AC8419'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC8419'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0121 ***********************************************************************
 CS0121  DESIGNATION -  V 152
 CS0121  PID         -  CS0121
 CS0121  STATE/COUNTY-  TX/KAUFMAN
 CS0121  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0121
 CS0121                         *CURRENT SURVEY CONTROL
 CS0121  ___________________________________________________________________
 CS0121* NAD 83(1986)-  32 43 29.     (N)    096 16 29.     (W)     SCALED    
 CS0121* NAVD 88     -       148.401  (meters)     486.88   (feet)  ADJUSTED  
 CS0121  ___________________________________________________________________
 CS0121  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0121  DYNAMIC HT  -         148.237 (meters)     486.34  (feet)  COMP
 CS0121  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CS0121
 CS0121  VERT ORDER  -  SECOND    CLASS 0
 CS0121
 CS0121.The horizontal coordinates were scaled from a topographic map and have
 CS0121.an estimated accuracy of +/- 6 seconds.
 CS0121
 CS0121.The orthometric height was determined by differential leveling
 CS0121.and adjusted by the National Geodetic Survey in June 1991..
 CS0121.WARNING-Repeat measurements at this control monument indicate possible
 CS0121.vertical movement.
 CS0121
 CS0121.The geoid height was determined by GEOID03.
 CS0121
 CS0121.The dynamic height is computed by dividing the NAVD 88
 CS0121.geopotential number by the normal gravity value computed on the
 CS0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0121.degrees latitude (g = 980.6199 gals.).
 CS0121
 CS0121.The modeled gravity was interpolated from observed gravity values.
 CS0121
 CS0121;                    North         East    Units  Estimated Accuracy
 CS0121;SPC TXNC     - 2,119,540.      808,560.      MT  (+/- 180 meters Scaled)
 CS0121
 CS0121                          SUPERSEDED SURVEY CONTROL
 CS0121
 CS0121  NGVD 29 (??/??/92)  148.412  (m)          486.92   (f) ADJ UNCH    2 0
 CS0121
 CS0121.Superseded values are not recommended for survey control.
 CS0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0121.See file dsdata.txt to determine how the superseded data were derived.
 CS0121
 CS0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB554240(NAD 83)
 CS0121_MARKER: DB = BENCH MARK DISK
 CS0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0121_STAMPING: V 152 1933
 CS0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0121+STABILITY: SURFACE MOTION
 CS0121
 CS0121  HISTORY     - Date     Condition        Report By
 CS0121  HISTORY     - 1933     MONUMENTED       CGS
 CS0121  HISTORY     - 1958     GOOD             NGS
 CS0121  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0121
 CS0121                          STATION DESCRIPTION
 CS0121
 CS0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS0121'0.8 MI S FROM TERRELL.
 CS0121'IT IS 0.8 MILE SOUTH OF THE UNION STATION, ALONG THE T. AND P.R.R., AT
 CS0121'THE CROSSING OF THE BLACKTOP ROAD LEADING TO THE NATIONAL GUARD CAMP,
 CS0121'IN THE NORTHWEST POINT OF THE INTERSECTION, 35 FEET NORTHEAST OF THE
 CS0121'CENTERLINE OF THE BLACKTOP ROAD, 34 FEET WEST OF THE CENTERLINE OF THE
 CS0121'TRACKS, 2 FEET SOUTHEAST OF A WHITE RAIL POST MARKING THE R.R.,
 CS0121'RIGHT-OF-WAY AND 3 FEET SOUTHEAST OF AN OLD FENCE CORNER. A STANDARD
 CS0121'DISK STAMPED V 152 1933 IN A CONCRETE POST ABOUT TWO INCHES BELOW THE
 CS0121'SURFACE OF THE GROUND.
 CS0121
 CS0121                          STATION RECOVERY (1961)
 CS0121
 CS0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6874 ***********************************************************************
 AE6874  DESIGNATION -  V 1520
 AE6874  PID         -  AE6874
 AE6874  STATE/COUNTY-  TX/GARZA
 AE6874  USGS QUAD   -  JUSTICEBURG SE (1969)
 AE6874
 AE6874                         *CURRENT SURVEY CONTROL
 AE6874  ___________________________________________________________________
 AE6874* NAD 83(1986)-  33 00 12.     (N)    101 03 28.     (W)     SCALED    
 AE6874* NAVD 88     -       722.394  (meters)    2370.05   (feet)  ADJUSTED  
 AE6874  ___________________________________________________________________
 AE6874  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AE6874  DYNAMIC HT  -         721.480 (meters)    2367.06  (feet)  COMP
 AE6874  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 AE6874
 AE6874  VERT ORDER  -  FIRST     CLASS II
 AE6874
 AE6874.The horizontal coordinates were scaled from a topographic map and have
 AE6874.an estimated accuracy of +/- 6 seconds.
 AE6874
 AE6874.The orthometric height was determined by differential leveling
 AE6874.and adjusted by the National Geodetic Survey in July 2002..
 AE6874
 AE6874.The geoid height was determined by GEOID03.
 AE6874
 AE6874.The dynamic height is computed by dividing the NAVD 88
 AE6874.geopotential number by the normal gravity value computed on the
 AE6874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6874.degrees latitude (g = 980.6199 gals.).
 AE6874
 AE6874.The modeled gravity was interpolated from observed gravity values.
 AE6874
 AE6874;                    North         East    Units  Estimated Accuracy
 AE6874;SPC TXNC     - 2,151,130.      361,030.      MT  (+/- 180 meters Scaled)
 AE6874
 AE6874                          SUPERSEDED SURVEY CONTROL
 AE6874
 AE6874.No superseded survey control is available for this station.
 AE6874
 AE6874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB077535(NAD 83)
 AE6874_MARKER: I = METAL ROD
 AE6874_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6874_STAMPING: V 1520 1997
 AE6874_MARK LOGO: NGS   
 AE6874_PROJECTION: FLUSH
 AE6874_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6874+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6874_ROD/PIPE-DEPTH: 4.3  meters
 AE6874_SLEEVE-DEPTH  : 0.9 meters
 AE6874
 AE6874  HISTORY     - Date     Condition        Report By
 AE6874  HISTORY     - 1997     MONUMENTED       NGS
 AE6874
 AE6874                          STATION DESCRIPTION
 AE6874
 AE6874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6874'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6874'OF STATE HIGHWAY 208 IN SNYDER, THENCE 6.6 KM (4.10 MI) EASTERLY ALONG
 AE6874'A GRAVELED ROAD, 56.5 M (185.4 FT) SOUTH OF THE CENTER OF A GRAVELED
 AE6874'ROAD, 9.1 M (29.9 FT) WEST OF THE ROAD CENTER AND A CATTLE GUARD, 5.8
 AE6874'M (19.0 FT) EAST OF A UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AE6874'THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 AE6874'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE6874'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AE6874'MARK IS ON PROPERTY OWNED BY JOHN WARD, P.O.  BOX 77, SNYDER, TX
 AE6874'79550, TELEPHONE NUMBER (915) 573-7937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ9025 ***********************************************************************
 AJ9025  DESIGNATION -  V 1520
 AJ9025  PID         -  AJ9025
 AJ9025  STATE/COUNTY-  TX/DEAF SMITH
 AJ9025  USGS QUAD   -  HEREFORD (1970)
 AJ9025
 AJ9025                         *CURRENT SURVEY CONTROL
 AJ9025  ___________________________________________________________________
 AJ9025* NAD 83(1986)-  34 49 23.     (N)    102 27 30.     (W)     SCALED    
 AJ9025* NAVD 88     -      1182.739  (meters)    3880.37   (feet)  ADJUSTED  
 AJ9025  ___________________________________________________________________
 AJ9025  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AJ9025  DYNAMIC HT  -        1181.248 (meters)    3875.48  (feet)  COMP
 AJ9025  MODELED GRAV-     979,334.2   (mgal)                       NAVD 88
 AJ9025
 AJ9025  VERT ORDER  -  FIRST     CLASS II
 AJ9025
 AJ9025.The horizontal coordinates were scaled from a topographic map and have
 AJ9025.an estimated accuracy of +/- 6 seconds.
 AJ9025
 AJ9025.The orthometric height was determined by differential leveling
 AJ9025.and adjusted by the National Geodetic Survey in May 2002..
 AJ9025.No vertical observational check was made to the station.
 AJ9025
 AJ9025.The geoid height was determined by GEOID03.
 AJ9025
 AJ9025.The dynamic height is computed by dividing the NAVD 88
 AJ9025.geopotential number by the normal gravity value computed on the
 AJ9025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9025.degrees latitude (g = 980.6199 gals.).
 AJ9025
 AJ9025.The modeled gravity was interpolated from observed gravity values.
 AJ9025
 AJ9025;                    North         East    Units  Estimated Accuracy
 AJ9025;SPC TX N     - 1,091,730.      112,330.      MT  (+/- 180 meters Scaled)
 AJ9025
 AJ9025                          SUPERSEDED SURVEY CONTROL
 AJ9025
 AJ9025.No superseded survey control is available for this station.
 AJ9025
 AJ9025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU324563(NAD 83)
 AJ9025_MARKER: F = FLANGE-ENCASED ROD
 AJ9025_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ9025_STAMPING: V 1520 2002
 AJ9025_MARK LOGO: NGS   
 AJ9025_PROJECTION: RECESSED 0 CENTIMETERS
 AJ9025_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ9025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9025+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 AJ9025_ROD/PIPE-DEPTH: 4.4  meters
 AJ9025_SLEEVE-DEPTH  : 0.9 meters
 AJ9025
 AJ9025  HISTORY     - Date     Condition        Report By
 AJ9025  HISTORY     - 20020320 MONUMENTED       NGS
 AJ9025
 AJ9025                          STATION DESCRIPTION
 AJ9025
 AJ9025'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ9025'0.8 KM SOUTHWESTERLY  ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION OF
 AJ9025'U.S. HIGHWAY 385 IN
 AJ9025'HEREFORD, THENCE 5.8 KM WESTERLY AND THEN NORTHERLY ALONG FARM ROAD
 AJ9025'2856,   AT THE
 AJ9025'JUNCTION OF FARM ROAD 1058, 18.1 M NORTH OF THE CENTERLINE OF FARM
 AJ9025'ROAD 1058, 10.1 M EAST
 AJ9025'OF THE CENTER OF COUNTY ROAD 1, 6.3 M WEST OF A UTILITY POLE, AND 0.6
 AJ9025'M SOUTHWEST OF A
 AJ9025'FENCE CORNER.    NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AJ9025'LOGO CAP.  THE
 AJ9025'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AJ9025'MARK.  THE MARK IS ON THE ROAD RIGHT-OF-WAY.
 AJ9025'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0517 ***********************************************************************
 DM0517  DESIGNATION -  V 153
 DM0517  PID         -  DM0517
 DM0517  STATE/COUNTY-  TX/HUNT
 DM0517  USGS QUAD   -  COMMERCE NORTH (1964)
 DM0517
 DM0517                         *CURRENT SURVEY CONTROL
 DM0517  ___________________________________________________________________
 DM0517* NAD 83(1986)-  33 15 08.     (N)    095 53 49.     (W)     SCALED    
 DM0517* NAVD 88     -       170.084  (meters)     558.02   (feet)  ADJUSTED  
 DM0517  ___________________________________________________________________
 DM0517  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DM0517  DYNAMIC HT  -         169.901 (meters)     557.42  (feet)  COMP
 DM0517  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 DM0517
 DM0517  VERT ORDER  -  SECOND    CLASS 0
 DM0517
 DM0517.The horizontal coordinates were scaled from a topographic map and have
 DM0517.an estimated accuracy of +/- 6 seconds.
 DM0517
 DM0517.The orthometric height was determined by differential leveling
 DM0517.and adjusted by the National Geodetic Survey in June 1991..
 DM0517
 DM0517.The geoid height was determined by GEOID03.
 DM0517
 DM0517.The dynamic height is computed by dividing the NAVD 88
 DM0517.geopotential number by the normal gravity value computed on the
 DM0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0517.degrees latitude (g = 980.6199 gals.).
 DM0517
 DM0517.The modeled gravity was interpolated from observed gravity values.
 DM0517
 DM0517;                    North         East    Units  Estimated Accuracy
 DM0517;SPC TXNC     - 2,178,830.      842,520.      MT  (+/- 180 meters Scaled)
 DM0517
 DM0517                          SUPERSEDED SURVEY CONTROL
 DM0517
 DM0517  NGVD 29 (??/??/92)  170.069  (m)          557.97   (f) ADJ UNCH    2 0
 DM0517
 DM0517.Superseded values are not recommended for survey control.
 DM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0517.See file dsdata.txt to determine how the superseded data were derived.
 DM0517
 DM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS301829(NAD 83)
 DM0517_MARKER: DB = BENCH MARK DISK
 DM0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0517_SP_SET: BUILDING
 DM0517_STAMPING: V 153 1933
 DM0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0517
 DM0517  HISTORY     - Date     Condition        Report By
 DM0517  HISTORY     - 1933     MONUMENTED       CGS
 DM0517  HISTORY     - 1935     GOOD             NGS
 DM0517  HISTORY     - 19940416 GOOD             USPSQD
 DM0517  HISTORY     - 20020508 MARK NOT FOUND   JCLS
 DM0517
 DM0517                          STATION DESCRIPTION
 DM0517
 DM0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0517'IN COMMERCE.
 DM0517'AT COTTON BELT DEPOT, IN SOUTH WALL, NEAR CENTER OF BUILDING, 1 FOOT
 DM0517'EAST OF SOUTHWEST CORNER OF OFFICE, 2.5 FEET ABOVE GROUND.  TABLET IN
 DM0517'VERTICAL FACE OF BRICK.
 DM0517
 DM0517                          STATION RECOVERY (1935)
 DM0517
 DM0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0517'RECOVERED IN GOOD CONDITION.
 DM0517
 DM0517                          STATION RECOVERY (1994)
 DM0517
 DM0517'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0517'RECOVERED IN GOOD CONDITION.
 DM0517
 DM0517                          STATION RECOVERY (2002)
 DM0517
 DM0517'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DM0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0575 ***********************************************************************
 DM0575  DESIGNATION -  V 154
 DM0575  PID         -  DM0575
 DM0575  STATE/COUNTY-  TX/LAMAR
 DM0575  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM0575
 DM0575                         *CURRENT SURVEY CONTROL
 DM0575  ___________________________________________________________________
 DM0575* NAD 83(1986)-  33 46 38.     (N)    095 32 09.     (W)     SCALED    
 DM0575* NAVD 88     -       161.131  (meters)     528.64   (feet)  ADJUSTED  
 DM0575  ___________________________________________________________________
 DM0575  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DM0575  DYNAMIC HT  -         160.961 (meters)     528.09  (feet)  COMP
 DM0575  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 DM0575
 DM0575  VERT ORDER  -  SECOND    CLASS 0
 DM0575
 DM0575.The horizontal coordinates were scaled from a topographic map and have
 DM0575.an estimated accuracy of +/- 6 seconds.
 DM0575
 DM0575.The orthometric height was determined by differential leveling
 DM0575.and adjusted by the National Geodetic Survey in June 1991..
 DM0575
 DM0575.The geoid height was determined by GEOID03.
 DM0575
 DM0575.The dynamic height is computed by dividing the NAVD 88
 DM0575.geopotential number by the normal gravity value computed on the
 DM0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0575.degrees latitude (g = 980.6199 gals.).
 DM0575
 DM0575.The modeled gravity was interpolated from observed gravity values.
 DM0575
 DM0575;                    North         East    Units  Estimated Accuracy
 DM0575;SPC TXNC     - 2,237,920.      874,510.      MT  (+/- 180 meters Scaled)
 DM0575
 DM0575                          SUPERSEDED SURVEY CONTROL
 DM0575
 DM0575  NGVD 29 (??/??/92)  161.096  (m)          528.53   (f) ADJ UNCH    2 0
 DM0575
 DM0575.Superseded values are not recommended for survey control.
 DM0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0575.See file dsdata.txt to determine how the superseded data were derived.
 DM0575
 DM0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT651403(NAD 83)
 DM0575_MARKER: DB = BENCH MARK DISK
 DM0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0575_STAMPING: V 154 1933
 DM0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0575+STABILITY: SURFACE MOTION
 DM0575
 DM0575  HISTORY     - Date     Condition        Report By
 DM0575  HISTORY     - 1933     MONUMENTED       CGS
 DM0575  HISTORY     - 1944     POOR             SLSFRR
 DM0575  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 DM0575
 DM0575                          STATION DESCRIPTION
 DM0575
 DM0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0575'10.2 MI N FROM PARIS.
 DM0575'10.2 MILES NORTH OF, ALONG ST. LOUIS-SAN FRANCISCO RAILWAY.  8
 DM0575'TELEGRAPH POLES NORTH OF MILEPOST 576.  36 FEET SOUTH OF DIRT ROAD
 DM0575'CROSSING TRACK TO LAMAR COUNTRY CLUB.  31 FEET WEST OF STATE HIGHWAY
 DM0575'NO. 24 (U.S 271) C.L.  2 FEET WEST OF FENCE IN R.R. RIGHT-OF-WAY.  45
 DM0575'FEET EAST OF TRACK C.L.  TABLET SET IN TOP OF CONCRETE POST.  NOTE--
 DM0575'MARK HAS BEEN DAMAGED BY TRUCKS IN BUILDING CAMP MAXEY (FORMER COUNTRY
 DM0575'CLUB), POLE IS MP 575+27 1/2 INSTEAD OF 576.  MARK IS LEANING ABOUT 40
 DM0575'DEGREES TO THE SOUTH AND ALMOST COVERED WITH SOIL.
 DM0575
 DM0575                          STATION RECOVERY (1944)
 DM0575
 DM0575'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0575'MARK RECOVERED IN POOR CONDITION.
 DM0575
 DM0575                          STATION RECOVERY (1995)
 DM0575
 DM0575'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0458 ***********************************************************************
 DM0458  DESIGNATION -  V 155
 DM0458  PID         -  DM0458
 DM0458  STATE/COUNTY-  TX/TITUS
 DM0458  USGS QUAD   -  TALCO (1964)
 DM0458
 DM0458                         *CURRENT SURVEY CONTROL
 DM0458  ___________________________________________________________________
 DM0458* NAD 83(1986)-  33 21 53.     (N)    095 06 23.     (W)     SCALED    
 DM0458* NAVD 88     -       108.350  (meters)     355.48   (feet)  ADJUSTED  
 DM0458  ___________________________________________________________________
 DM0458  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DM0458  DYNAMIC HT  -         108.234 (meters)     355.10  (feet)  COMP
 DM0458  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DM0458
 DM0458  VERT ORDER  -  SECOND    CLASS 0
 DM0458
 DM0458.The horizontal coordinates were scaled from a topographic map and have
 DM0458.an estimated accuracy of +/- 6 seconds.
 DM0458
 DM0458.The orthometric height was determined by differential leveling
 DM0458.and adjusted by the National Geodetic Survey in June 1991..
 DM0458
 DM0458.The geoid height was determined by GEOID03.
 DM0458
 DM0458.The dynamic height is computed by dividing the NAVD 88
 DM0458.geopotential number by the normal gravity value computed on the
 DM0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0458.degrees latitude (g = 980.6199 gals.).
 DM0458
 DM0458.The modeled gravity was interpolated from observed gravity values.
 DM0458
 DM0458;                    North         East    Units  Estimated Accuracy
 DM0458;SPC TXNC     - 2,193,400.      915,740.      MT  (+/- 180 meters Scaled)
 DM0458
 DM0458                          SUPERSEDED SURVEY CONTROL
 DM0458
 DM0458  NGVD 29 (??/??/92)  108.355  (m)          355.49   (f) ADJ UNCH    2 0
 DM0458
 DM0458.Superseded values are not recommended for survey control.
 DM0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0458.See file dsdata.txt to determine how the superseded data were derived.
 DM0458
 DM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS040937(NAD 83)
 DM0458_MARKER: DB = BENCH MARK DISK
 DM0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0458_STAMPING: V 155 1933
 DM0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0458+STABILITY: SURFACE MOTION
 DM0458
 DM0458  HISTORY     - Date     Condition        Report By
 DM0458  HISTORY     - 1933     MONUMENTED       CGS
 DM0458  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0458
 DM0458                          STATION DESCRIPTION
 DM0458
 DM0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0458'IN TALCO.
 DM0458'CONCRETE POST, 12 FEET NORTH OF SOUTHEAST FENCE CORNER OF GRAVEYARD,
 DM0458'NORTH OF COTTON GINS, 65 FEET NORTHEAST OF RAILROAD CENTER-LINE.
 DM0458'TABLET ON TOP OF CONCRETE POST.  NOTE-- GRAVEYARD FENCE HAS BEEN
 DM0458'CHANGED.
 DM0458
 DM0458                          STATION RECOVERY (1964)
 DM0458
 DM0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0287 ***********************************************************************
 DM0287  DESIGNATION -  V 156
 DM0287  PID         -  DM0287
 DM0287  STATE/COUNTY-  TX/TITUS
 DM0287  USGS QUAD   -  COOKVILLE (1980)
 DM0287
 DM0287                         *CURRENT SURVEY CONTROL
 DM0287  ___________________________________________________________________
 DM0287* NAD 83(1986)-  33 10 44.     (N)    094 52 25.     (W)     SCALED    
 DM0287* NAVD 88     -       135.417  (meters)     444.28   (feet)  ADJUSTED  
 DM0287  ___________________________________________________________________
 DM0287  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DM0287  DYNAMIC HT  -         135.269 (meters)     443.80  (feet)  COMP
 DM0287  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 DM0287
 DM0287  VERT ORDER  -  SECOND    CLASS 0
 DM0287
 DM0287.The horizontal coordinates were scaled from a topographic map and have
 DM0287.an estimated accuracy of +/- 6 seconds.
 DM0287
 DM0287.The orthometric height was determined by differential leveling
 DM0287.and adjusted by the National Geodetic Survey in June 1991..
 DM0287
 DM0287.The geoid height was determined by GEOID03.
 DM0287
 DM0287.The dynamic height is computed by dividing the NAVD 88
 DM0287.geopotential number by the normal gravity value computed on the
 DM0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0287.degrees latitude (g = 980.6199 gals.).
 DM0287
 DM0287.The modeled gravity was interpolated from observed gravity values.
 DM0287
 DM0287;                    North         East    Units  Estimated Accuracy
 DM0287;SPC TXNC     - 2,173,530.      938,100.      MT  (+/- 180 meters Scaled)
 DM0287
 DM0287                          SUPERSEDED SURVEY CONTROL
 DM0287
 DM0287  NGVD 29 (??/??/92)  135.420  (m)          444.29   (f) ADJ UNCH    2 0
 DM0287
 DM0287.Superseded values are not recommended for survey control.
 DM0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0287.See file dsdata.txt to determine how the superseded data were derived.
 DM0287
 DM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS253726(NAD 83)
 DM0287_MARKER: DB = BENCH MARK DISK
 DM0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0287_STAMPING: V 156 1933
 DM0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0287+STABILITY: SURFACE MOTION
 DM0287
 DM0287  HISTORY     - Date     Condition        Report By
 DM0287  HISTORY     - 1933     MONUMENTED       CGS
 DM0287  HISTORY     - 1965     GOOD             LOCENG
 DM0287
 DM0287                          STATION DESCRIPTION
 DM0287
 DM0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0287'6.8 MI E FROM MT PLEASANT.
 DM0287'6.8 MILES EAST OF, ALONG ST.L.S.W.RY.  CONCRETE POST, 1.4 MILES WEST
 DM0287'OF COOKVILLE, MILEPOST 473 PLUS 21 POLE INTERVALS, AT WEST END OF
 DM0287'FILL, 50 FEET NORTH OF LANE CROSSING AND RAILROAD CENTER-LINE, 500
 DM0287'FEET SOUTH OF FARM HOUSE, AT SOUTHEAST CORNER OF YARD FENCE, 10 FEET
 DM0287'WEST OF GATE TO RIGHT OF WAY.  TABLET ON TOP OF CONCRETE POST.
 DM0287
 DM0287                          STATION RECOVERY (1965)
 DM0287
 DM0287'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 DM0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0189 ***********************************************************************
 DM0189  DESIGNATION -  V 157
 DM0189  PID         -  DM0189
 DM0189  STATE/COUNTY-  TX/BOWIE
 DM0189  USGS QUAD   -  MAUD (1975)
 DM0189
 DM0189                         *CURRENT SURVEY CONTROL
 DM0189  ___________________________________________________________________
 DM0189* NAD 83(1986)-  33 21 26.     (N)    094 15 12.     (W)     SCALED    
 DM0189* NAVD 88     -        89.958  (meters)     295.14   (feet)  ADJUSTED  
 DM0189  ___________________________________________________________________
 DM0189  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0189  DYNAMIC HT  -          89.862 (meters)     294.82  (feet)  COMP
 DM0189  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DM0189
 DM0189  VERT ORDER  -  SECOND    CLASS 0
 DM0189
 DM0189.The horizontal coordinates were scaled from a topographic map and have
 DM0189.an estimated accuracy of +/- 6 seconds.
 DM0189
 DM0189.The orthometric height was determined by differential leveling
 DM0189.and adjusted by the National Geodetic Survey in June 1991..
 DM0189
 DM0189.The geoid height was determined by GEOID03.
 DM0189
 DM0189.The dynamic height is computed by dividing the NAVD 88
 DM0189.geopotential number by the normal gravity value computed on the
 DM0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0189.degrees latitude (g = 980.6199 gals.).
 DM0189
 DM0189.The modeled gravity was interpolated from observed gravity values.
 DM0189
 DM0189;                    North         East    Units  Estimated Accuracy
 DM0189;SPC TXNC     - 2,195,450.      995,110.      MT  (+/- 180 meters Scaled)
 DM0189
 DM0189                          SUPERSEDED SURVEY CONTROL
 DM0189
 DM0189  NGVD 29 (??/??/92)   89.975  (m)          295.19   (f) ADJ UNCH    2 0
 DM0189
 DM0189.Superseded values are not recommended for survey control.
 DM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0189.See file dsdata.txt to determine how the superseded data were derived.
 DM0189
 DM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS833915(NAD 83)
 DM0189_MARKER: DB = BENCH MARK DISK
 DM0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0189_SP_SET: BUILDING
 DM0189_STAMPING: V 157 1934
 DM0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0189
 DM0189  HISTORY     - Date     Condition        Report By
 DM0189  HISTORY     - 1934     MONUMENTED       CGS
 DM0189  HISTORY     - 1964     GOOD             NGS
 DM0189  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0189
 DM0189                          STATION DESCRIPTION
 DM0189
 DM0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0189'IN REDWATER.
 DM0189'REDWATER PUBLIC SCHOOL.  NORTH SIDE OF BUILDING, FACING CHURCH STREET.
 DM0189'1.3 FEET WEST OF ENTRANCE WALL EDGE.  ABOUT 4 FEET ABOVE GROUND, IN A
 DM0189'VERTICAL POSITION.  TABLET CEMENTED IN BRICK WALL.
 DM0189
 DM0189                          STATION RECOVERY (1964)
 DM0189
 DM0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0189'RECOVERED IN GOOD CONDITION.
 DM0189
 DM0189                          STATION RECOVERY (1997)
 DM0189
 DM0189'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0047 ***********************************************************************
 CR0047  DESIGNATION -  V 158
 CR0047  PID         -  CR0047
 CR0047  STATE/COUNTY-  TX/CASS
 CR0047  USGS QUAD   -  KILDARE (1962)
 CR0047
 CR0047                         *CURRENT SURVEY CONTROL
 CR0047  ___________________________________________________________________
 CR0047* NAD 83(1986)-  32 56 28.     (N)    094 14 54.     (W)     SCALED    
 CR0047* NAVD 88     -        87.464  (meters)     286.95   (feet)  ADJUSTED  
 CR0047  ___________________________________________________________________
 CR0047  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CR0047  DYNAMIC HT  -          87.368 (meters)     286.64  (feet)  COMP
 CR0047  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 CR0047
 CR0047  VERT ORDER  -  SECOND    CLASS 0
 CR0047
 CR0047.The horizontal coordinates were scaled from a topographic map and have
 CR0047.an estimated accuracy of +/- 6 seconds.
 CR0047
 CR0047.The orthometric height was determined by differential leveling
 CR0047.and adjusted by the National Geodetic Survey in June 1991..
 CR0047
 CR0047.The geoid height was determined by GEOID03.
 CR0047
 CR0047.The dynamic height is computed by dividing the NAVD 88
 CR0047.geopotential number by the normal gravity value computed on the
 CR0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0047.degrees latitude (g = 980.6199 gals.).
 CR0047
 CR0047.The modeled gravity was interpolated from observed gravity values.
 CR0047
 CR0047;                    North         East    Units  Estimated Accuracy
 CR0047;SPC TXNC     - 2,149,370.      997,440.      MT  (+/- 180 meters Scaled)
 CR0047
 CR0047                          SUPERSEDED SURVEY CONTROL
 CR0047
 CR0047  NGVD 29 (??/??/92)   87.503  (m)          287.08   (f) ADJ UNCH    2 0
 CR0047
 CR0047.Superseded values are not recommended for survey control.
 CR0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0047.See file dsdata.txt to determine how the superseded data were derived.
 CR0047
 CR0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS833454(NAD 83)
 CR0047_MARKER: DB = BENCH MARK DISK
 CR0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0047_STAMPING: 287.083 V 158 1934
 CR0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0047+STABILITY: SURFACE MOTION
 CR0047
 CR0047  HISTORY     - Date     Condition        Report By
 CR0047  HISTORY     - 1934     MONUMENTED       CGS
 CR0047  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0047
 CR0047                          STATION DESCRIPTION
 CR0047
 CR0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0047'IN KILDARE.
 CR0047'AT KILDARE, CASS COUNTY, ABOUT 115 FEET NORTH OF MILEPOST 37, 10 FEET
 CR0047'NORTH OF THE ENTRANCE TO THE TEXAS AND PACIFIC RAILWAY STATION, AND 1
 CR0047'FOOT WEST OF THE WEST WALL.  A STANDARD DISK, STAMPED 287.083 V 158
 CR0047'1934 AND SET IN THE TOP OF A CONCRETE POST.
 CR0047
 CR0047                          STATION RECOVERY (1990)
 CR0047
 CR0047'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFA)
 CR0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0267 ***********************************************************************
 CR0267  DESIGNATION -  V 159
 CR0267  PID         -  CR0267
 CR0267  STATE/COUNTY-  TX/HARRISON
 CR0267  USGS QUAD   -  HALLSVILLE (1961)
 CR0267
 CR0267                         *CURRENT SURVEY CONTROL
 CR0267  ___________________________________________________________________
 CR0267* NAD 83(1986)-  32 30 30.     (N)    094 30 56.     (W)     SCALED    
 CR0267* NAVD 88     -       104.492  (meters)     342.82   (feet)  ADJUSTED  
 CR0267  ___________________________________________________________________
 CR0267  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CR0267  DYNAMIC HT  -         104.373 (meters)     342.43  (feet)  COMP
 CR0267  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 CR0267
 CR0267  VERT ORDER  -  SECOND    CLASS 0
 CR0267
 CR0267.The horizontal coordinates were scaled from a topographic map and have
 CR0267.an estimated accuracy of +/- 6 seconds.
 CR0267
 CR0267.The orthometric height was determined by differential leveling
 CR0267.and adjusted by the National Geodetic Survey in June 1991..
 CR0267
 CR0267.The geoid height was determined by GEOID03.
 CR0267
 CR0267.The dynamic height is computed by dividing the NAVD 88
 CR0267.geopotential number by the normal gravity value computed on the
 CR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0267.degrees latitude (g = 980.6199 gals.).
 CR0267
 CR0267.The modeled gravity was interpolated from observed gravity values.
 CR0267
 CR0267;                    North         East    Units  Estimated Accuracy
 CR0267;SPC TXNC     - 2,100,430.      974,290.      MT  (+/- 180 meters Scaled)
 CR0267
 CR0267                          SUPERSEDED SURVEY CONTROL
 CR0267
 CR0267  NGVD 29 (??/??/92)  104.528  (m)          342.94   (f) ADJ UNCH    2 0
 CR0267
 CR0267.Superseded values are not recommended for survey control.
 CR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0267.See file dsdata.txt to determine how the superseded data were derived.
 CR0267
 CR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR576977(NAD 83)
 CR0267_MARKER: DB = BENCH MARK DISK
 CR0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0267_STAMPING: V 159 1934
 CR0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0267+STABILITY: SURFACE MOTION
 CR0267
 CR0267  HISTORY     - Date     Condition        Report By
 CR0267  HISTORY     - 1934     MONUMENTED       CGS
 CR0267  HISTORY     - 1935     MARK NOT FOUND   NGS
 CR0267  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 CR0267
 CR0267                          STATION DESCRIPTION
 CR0267
 CR0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0267'3.4 MI E FROM HALLSVILLE.
 CR0267'3.4 MILES EAST OF, ALONG TEXAS AND PACIFIC R.R. BETWEEN 5TH AND 6TH
 CR0267'TELEGRAPH POLE EAST OF MILEPOST 77.  47 FEET NORTH OF TRACK C.L.  IN
 CR0267'NORTHEAST CORNER OF ROAD CROSSING.  6 FEET SOUTHEAST OF FENCE CORNER.
 CR0267'TABLET SET IN TOP OF CONCRETE POST.
 CR0267
 CR0267                          STATION RECOVERY (1935)
 CR0267
 CR0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0267'MARK NOT FOUND.
 CR0267
 CR0267                          STATION RECOVERY (2001)
 CR0267
 CR0267'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CR0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0371 ***********************************************************************
 CC0371  DESIGNATION -  V 16
 CC0371  PID         -  CC0371
 CC0371  STATE/COUNTY-  TX/REEVES
 CC0371  USGS QUAD   -  GOZAR (1970)
 CC0371
 CC0371                         *CURRENT SURVEY CONTROL
 CC0371  ___________________________________________________________________
 CC0371* NAD 83(1986)-  31 11 30.     (N)    103 57 33.     (W)     SCALED    
 CC0371* NAVD 88     -      1029.957  (meters)    3379.12   (feet)  ADJUSTED  
 CC0371  ___________________________________________________________________
 CC0371  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CC0371  DYNAMIC HT  -        1028.426 (meters)    3374.09  (feet)  COMP
 CC0371  MODELED GRAV-     979,119.0   (mgal)                       NAVD 88
 CC0371
 CC0371  VERT ORDER  -  FIRST     CLASS II
 CC0371
 CC0371.The horizontal coordinates were scaled from a topographic map and have
 CC0371.an estimated accuracy of +/- 6 seconds.
 CC0371
 CC0371.The orthometric height was determined by differential leveling
 CC0371.and adjusted by the National Geodetic Survey in June 1991..
 CC0371
 CC0371.The geoid height was determined by GEOID03.
 CC0371
 CC0371.The dynamic height is computed by dividing the NAVD 88
 CC0371.geopotential number by the normal gravity value computed on the
 CC0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0371.degrees latitude (g = 980.6199 gals.).
 CC0371
 CC0371.The modeled gravity was interpolated from observed gravity values.
 CC0371
 CC0371;                    North         East    Units  Estimated Accuracy
 CC0371;SPC TX C     - 3,174,690.      354,510.      MT  (+/- 180 meters Scaled)
 CC0371
 CC0371                          SUPERSEDED SURVEY CONTROL
 CC0371
 CC0371  NGVD 29 (??/??/92) 1029.577  (m)         3377.87   (f) ADJ UNCH    1 2
 CC0371
 CC0371.Superseded values are not recommended for survey control.
 CC0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0371.See file dsdata.txt to determine how the superseded data were derived.
 CC0371
 CC0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ991513(NAD 83)
 CC0371_MARKER: P = PIPE CAP
 CC0371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0371_STAMPING: V 16 ELEV 3377.871 FT
 CC0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0371
 CC0371  HISTORY     - Date     Condition        Report By
 CC0371  HISTORY     - UNK      MONUMENTED       CGS
 CC0371  HISTORY     - 1956     GOOD             NGS
 CC0371
 CC0371                          STATION DESCRIPTION
 CC0371
 CC0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0371'2.5 MI SW FROM GOZAR.
 CC0371'2.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0371'SECTION FOREMANS HOUSE AT GOZAR, 9 FEET SOUTHWEST OF THE 1ST POLE
 CC0371'SOUTHWEST OF MILEPOST 679, IN LINE WITH A ROW OF TELEPHONE POLES, 39.5
 CC0371'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 58 FEET NORTHWEST OF A FENCE,
 CC0371'SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.6 FEET
 CC0371'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0181 ***********************************************************************
 CR0181  DESIGNATION -  V 160
 CR0181  PID         -  CR0181
 CR0181  STATE/COUNTY-  TX/RUSK
 CR0181  USGS QUAD   -  KILGORE SW (1971)
 CR0181
 CR0181                         *CURRENT SURVEY CONTROL
 CR0181  ___________________________________________________________________
 CR0181* NAD 83(1986)-  32 16 27.     (N)    094 58 20.     (W)     SCALED    
 CR0181* NAVD 88     -       157.232  (meters)     515.85   (feet)  ADJUSTED  
 CR0181  ___________________________________________________________________
 CR0181  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0181  DYNAMIC HT  -         157.048 (meters)     515.25  (feet)  COMP
 CR0181  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 CR0181
 CR0181  VERT ORDER  -  SECOND    CLASS 0
 CR0181
 CR0181.The horizontal coordinates were scaled from a topographic map and have
 CR0181.an estimated accuracy of +/- 6 seconds.
 CR0181
 CR0181.The orthometric height was determined by differential leveling
 CR0181.and adjusted by the National Geodetic Survey in June 1991..
 CR0181
 CR0181.The geoid height was determined by GEOID03.
 CR0181
 CR0181.The dynamic height is computed by dividing the NAVD 88
 CR0181.geopotential number by the normal gravity value computed on the
 CR0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0181.degrees latitude (g = 980.6199 gals.).
 CR0181
 CR0181.The modeled gravity was interpolated from observed gravity values.
 CR0181
 CR0181;                    North         East    Units  Estimated Accuracy
 CR0181;SPC TXNC     - 2,072,950.      932,280.      MT  (+/- 180 meters Scaled)
 CR0181
 CR0181                          SUPERSEDED SURVEY CONTROL
 CR0181
 CR0181  NGVD 29 (??/??/92)  157.247  (m)          515.90   (f) ADJ UNCH    2 0
 CR0181
 CR0181.Superseded values are not recommended for survey control.
 CR0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0181.See file dsdata.txt to determine how the superseded data were derived.
 CR0181
 CR0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR142725(NAD 83)
 CR0181_MARKER: DB = BENCH MARK DISK
 CR0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0181_SP_SET: WALL
 CR0181_STAMPING: V-160 1934
 CR0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0181
 CR0181  HISTORY     - Date     Condition        Report By
 CR0181  HISTORY     - 1934     MONUMENTED       CGS
 CR0181  HISTORY     - 1935     GOOD             NGS
 CR0181  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0181
 CR0181                          STATION DESCRIPTION
 CR0181
 CR0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0181'13.5 MI NE FROM TROUP.
 CR0181'13.5 MILES NORTHEAST OF, ALONG I. AND G.N.R.R.  IN OVERTON, .4 MILES
 CR0181'SOUTH OF TRACK ALONG HENDERSON STREET, 145 FEET EAST OF HENDERSON
 CR0181'STREET, IN OVERTON HIGH SCHOOL BUILDING 13 FEET SOUTHEAST OF WEST
 CR0181'CORNER OF BUILDING.  TABLET SET VERTICAL IN BRICK WALL, 4 FEET ABOVE
 CR0181'THE GROUND, STAMPED, V-160, 1934.
 CR0181
 CR0181                          STATION RECOVERY (1935)
 CR0181
 CR0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0181'RECOVERED IN GOOD CONDITION.
 CR0181
 CR0181                          STATION RECOVERY (2004)
 CR0181
 CR0181'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0816 ***********************************************************************
 BY0816  DESIGNATION -  V 161
 BY0816  PID         -  BY0816
 BY0816  STATE/COUNTY-  TX/NACOGDOCHES
 BY0816  USGS QUAD   -  REDLAND (1980)
 BY0816
 BY0816                         *CURRENT SURVEY CONTROL
 BY0816  ___________________________________________________________________
 BY0816* NAD 83(1986)-  31 27 48.     (N)    094 42 42.     (W)     SCALED    
 BY0816* NAVD 88     -        56.04   (+/-2cm)     183.9    (feet)  VERTCON   
 BY0816  ___________________________________________________________________
 BY0816  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BY0816
 BY0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0816
 BY0816.The horizontal coordinates were scaled from a topographic map and have
 BY0816.an estimated accuracy of +/- 6 seconds.
 BY0816
 BY0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0816.The vertical order pertains to the NGVD 29 superseded value.
 BY0816
 BY0816.The geoid height was determined by GEOID03.
 BY0816
 BY0816;                    North         East    Units  Estimated Accuracy
 BY0816;SPC TX C     - 3,212,670.    1,234,010.      MT  (+/- 180 meters Scaled)
 BY0816
 BY0816                          SUPERSEDED SURVEY CONTROL
 BY0816
 BY0816  NGVD 29 (??/??/92)   56.112  (m)          184.09   (f) ADJ UNCH    2 0
 BY0816
 BY0816.Superseded values are not recommended for survey control.
 BY0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0816.See file dsdata.txt to determine how the superseded data were derived.
 BY0816
 BY0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ373822(NAD 83)
 BY0816_MARKER: DB = BENCH MARK DISK
 BY0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0816_SP_SET: PIER
 BY0816_STAMPING: V 161 1934
 BY0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0816
 BY0816  HISTORY     - Date     Condition        Report By
 BY0816  HISTORY     - 1934     MONUMENTED       CGS
 BY0816  HISTORY     - 1935     MARK NOT FOUND   NGS
 BY0816
 BY0816                          STATION DESCRIPTION
 BY0816
 BY0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0816'9.2 MI N FROM LUFKIN.
 BY0816'IN NACOGDOCHES COUNTY, 9.2 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BY0816'RAILROAD FROM LUFKIN, ANGELINA COUNTY, AT MILEAGE 127.4 AT THE TRESTLE
 BY0816'OVER ANGELINA RIVER, ABOUT 300 FEET SOUTH OF THE NORTH END OF THE
 BY0816'TRESTLE, AND IN THE TOP OF THE WEST END OF A CONCRETE PIER. A STANDARD
 BY0816'DISK, STAMPED V 161 1934.
 BY0816
 BY0816                          STATION RECOVERY (1935)
 BY0816
 BY0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BY0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0520 ***********************************************************************
 CR0520  DESIGNATION -  V 162
 CR0520  PID         -  CR0520
 CR0520  STATE/COUNTY-  TX/HENDERSON
 CR0520  USGS QUAD   -  LEAGUEVILLE (1984)
 CR0520
 CR0520                         *CURRENT SURVEY CONTROL
 CR0520  ___________________________________________________________________
 CR0520* NAD 83(1986)-  32 10 08.     (N)    095 44 54.     (W)     SCALED    
 CR0520* NAVD 88     -       147.504  (meters)     483.94   (feet)  ADJUSTED  
 CR0520  ___________________________________________________________________
 CR0520  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CR0520  DYNAMIC HT  -         147.332 (meters)     483.37  (feet)  COMP
 CR0520  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 CR0520
 CR0520  VERT ORDER  -  SECOND    CLASS 0
 CR0520
 CR0520.The horizontal coordinates were scaled from a topographic map and have
 CR0520.an estimated accuracy of +/- 6 seconds.
 CR0520
 CR0520.The orthometric height was determined by differential leveling
 CR0520.and adjusted by the National Geodetic Survey in June 1991..
 CR0520
 CR0520.The geoid height was determined by GEOID03.
 CR0520
 CR0520.The dynamic height is computed by dividing the NAVD 88
 CR0520.geopotential number by the normal gravity value computed on the
 CR0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0520.degrees latitude (g = 980.6199 gals.).
 CR0520
 CR0520.The modeled gravity was interpolated from observed gravity values.
 CR0520
 CR0520;                    North         East    Units  Estimated Accuracy
 CR0520;SPC TXNC     - 2,059,090.      859,500.      MT  (+/- 180 meters Scaled)
 CR0520
 CR0520                          SUPERSEDED SURVEY CONTROL
 CR0520
 CR0520  NGVD 29 (??/??/92)  147.517  (m)          483.98   (f) ADJ UNCH    2 0
 CR0520
 CR0520.Superseded values are not recommended for survey control.
 CR0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0520.See file dsdata.txt to determine how the superseded data were derived.
 CR0520
 CR0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR408624(NAD 83)
 CR0520_MARKER: DB = BENCH MARK DISK
 CR0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0520_STAMPING: V-162 1934
 CR0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0520+STABILITY: SURFACE MOTION
 CR0520
 CR0520  HISTORY     - Date     Condition        Report By
 CR0520  HISTORY     - 1934     MONUMENTED       CGS
 CR0520  HISTORY     - 1951     MARK NOT FOUND   TXHD
 CR0520  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0520
 CR0520                          STATION DESCRIPTION
 CR0520
 CR0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0520'7.1 MI SE FROM ATHENS.
 CR0520'7.1 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  IN BAXTER, 450 FEET
 CR0520'NORTHWEST OF TRESTLEMARKED 235 E, 230 FEET SOUTHEAST OF EAST END OF
 CR0520'STATION, 100 FEET SOUTHEAST OF ROAD CROSSING, 44 FEET SOUTHWEST OF
 CR0520'MAIN LINE TRACK, 10 FEET SOUTHEAST OF NORTH CORNER OF R.R. RESIDENCE
 CR0520'PROPERITY AND 1 FOOT NORTHEAST OF RIGHT OF WAY LINE.  TABLET SET IN
 CR0520'PRECASTED POST STAMPED, V-162, 1934.
 CR0520
 CR0520                          STATION RECOVERY (1951)
 CR0520
 CR0520'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1951
 CR0520'MARK NOT FOUND.
 CR0520
 CR0520                          STATION RECOVERY (1977)
 CR0520
 CR0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0537 ***********************************************************************
 BL0537  DESIGNATION -  V 163
 BL0537  PID         -  BL0537
 BL0537  STATE/COUNTY-  TX/POLK
 BL0537  USGS QUAD   -  LEGGETT (1984)
 BL0537
 BL0537                         *CURRENT SURVEY CONTROL
 BL0537  ___________________________________________________________________
 BL0537* NAD 83(1986)-  30 49 13.     (N)    094 52 14.     (W)     SCALED    
 BL0537* NAVD 88     -        81.65   (+/-2cm)     267.9    (feet)  VERTCON   
 BL0537  ___________________________________________________________________
 BL0537  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL0537
 BL0537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0537
 BL0537.The horizontal coordinates were scaled from a topographic map and have
 BL0537.an estimated accuracy of +/- 6 seconds.
 BL0537
 BL0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0537.The vertical order pertains to the NGVD 29 superseded value.
 BL0537
 BL0537.The geoid height was determined by GEOID03.
 BL0537
 BL0537;                    North         East    Units  Estimated Accuracy
 BL0537;SPC TX C     - 3,140,710.    1,222,430.      MT  (+/- 180 meters Scaled)
 BL0537
 BL0537                          SUPERSEDED SURVEY CONTROL
 BL0537
 BL0537  NGVD 29 (??/??/92)   81.658  (m)          267.91   (f) ADJ UNCH    2 0
 BL0537
 BL0537.Superseded values are not recommended for survey control.
 BL0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0537.See file dsdata.txt to determine how the superseded data were derived.
 BL0537
 BL0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ210111(NAD 83)
 BL0537_MARKER: DB = BENCH MARK DISK
 BL0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0537_STAMPING: V 163 1934 268.008
 BL0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0537+STABILITY: SURFACE MOTION
 BL0537
 BL0537  HISTORY     - Date     Condition        Report By
 BL0537  HISTORY     - 1934     MONUMENTED       CGS
 BL0537  HISTORY     - 1947     GOOD             NGS
 BL0537  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0537
 BL0537                          STATION DESCRIPTION
 BL0537
 BL0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0537'IN LEGGETT.
 BL0537'AT LEGGETT, APPROXIMATELY 98 YARDS NORTH OF THE TEXAS AND NEW ORLEANS
 BL0537'RAILWAY STATION, AT A ROAD CROSSING, 34.0 FEET EAST OF THE EAST RAIL
 BL0537'OF THE MAIN TRACK AND 4.0 FEET LOWER, 25.0 FEET NORTH OF THE CENTER
 BL0537'LINE OF THE ROAD, 9.0 FEET NORTHEAST OF A TELEGRAPH POLE, 1.4 FEET
 BL0537'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 BL0537'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0537
 BL0537                          STATION RECOVERY (1977)
 BL0537
 BL0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0566 ***********************************************************************
 BL0566  DESIGNATION -  V 164
 BL0566  PID         -  BL0566
 BL0566  STATE/COUNTY-  TX/POLK
 BL0566  USGS QUAD   -  SODA (1984)
 BL0566
 BL0566                         *CURRENT SURVEY CONTROL
 BL0566  ___________________________________________________________________
 BL0566* NAD 83(1986)-  30 41 58.     (N)    094 48 05.     (W)     SCALED    
 BL0566* NAVD 88     -        85.88   (+/-2cm)     281.8    (feet)  VERTCON   
 BL0566  ___________________________________________________________________
 BL0566  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0566
 BL0566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0566
 BL0566.The horizontal coordinates were scaled from a topographic map and have
 BL0566.an estimated accuracy of +/- 6 seconds.
 BL0566
 BL0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0566.The vertical order pertains to the NGVD 29 superseded value.
 BL0566
 BL0566.The geoid height was determined by GEOID03.
 BL0566
 BL0566;                    North         East    Units  Estimated Accuracy
 BL0566;SPC TX C     - 3,127,660.    1,229,700.      MT  (+/- 180 meters Scaled)
 BL0566
 BL0566                          SUPERSEDED SURVEY CONTROL
 BL0566
 BL0566  NGVD 29 (??/??/92)   85.880  (m)          281.76   (f) ADJ UNCH    2 0
 BL0566
 BL0566.Superseded values are not recommended for survey control.
 BL0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0566.See file dsdata.txt to determine how the superseded data were derived.
 BL0566
 BL0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP274976(NAD 83)
 BL0566_MARKER: DB = BENCH MARK DISK
 BL0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0566_STAMPING: V 164 1934
 BL0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0566+STABILITY: SURFACE MOTION
 BL0566
 BL0566  HISTORY     - Date     Condition        Report By
 BL0566  HISTORY     - 1934     MONUMENTED       CGS
 BL0566  HISTORY     - 1949     MARK NOT FOUND   NGS
 BL0566  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0566
 BL0566                          STATION DESCRIPTION
 BL0566
 BL0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0566'8.0 MI E FROM LIVINGSTON.
 BL0566'8.0 MILES EAST OF, ALONG HIGHWAY NO. 45 1.1 MILES EAST OF SODA P.O., 4
 BL0566'FEET NORTH OF NORTHWEST CORNER OF J. MCCORMICK PROPERTY FENCE, 279
 BL0566'FEET WEST OF DRIVEWAY TO J. MCCORMICK HOUSE, 360 FEET WEST OF J.
 BL0566'MCCORMICK SERVICE STATION GAS PUMP, 42 FEET SOUTH OF HIGHWAY
 BL0566'CENTER-LINE.  TABLET ON TOP OF CONCRETE POST.
 BL0566
 BL0566                          STATION RECOVERY (1949)
 BL0566
 BL0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BL0566'MARK NOT FOUND.
 BL0566
 BL0566                          STATION RECOVERY (1997)
 BL0566
 BL0566'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0054 ***********************************************************************
 BL0054  DESIGNATION -  V 165
 BL0054  PID         -  BL0054
 BL0054  STATE/COUNTY-  TX/JASPER
 BL0054  USGS QUAD   -  TOWN BLUFF (1984)
 BL0054
 BL0054                         *CURRENT SURVEY CONTROL
 BL0054  ___________________________________________________________________
 BL0054* NAD 83(1986)-  30 49 42.     (N)    094 07 49.     (W)     SCALED    
 BL0054* NAVD 88     -        33.05   (+/-2cm)     108.4    (feet)  VERTCON   
 BL0054  ___________________________________________________________________
 BL0054  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BL0054
 BL0054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0054
 BL0054.The horizontal coordinates were scaled from a topographic map and have
 BL0054.an estimated accuracy of +/- 6 seconds.
 BL0054
 BL0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0054.The vertical order pertains to the NGVD 29 superseded value.
 BL0054
 BL0054.The geoid height was determined by GEOID03.
 BL0054
 BL0054;                    North         East    Units  Estimated Accuracy
 BL0054;SPC TX C     - 3,145,320.    1,293,100.      MT  (+/- 180 meters Scaled)
 BL0054
 BL0054                          SUPERSEDED SURVEY CONTROL
 BL0054
 BL0054  NGVD 29 (??/??/92)   33.046  (m)          108.42   (f) ADJ UNCH    2 0
 BL0054
 BL0054.Superseded values are not recommended for survey control.
 BL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0054.See file dsdata.txt to determine how the superseded data were derived.
 BL0054
 BL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ919111(NAD 83)
 BL0054_MARKER: DB = BENCH MARK DISK
 BL0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0054_STAMPING: 108.435 V 165 1934
 BL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0054+STABILITY: SURFACE MOTION
 BL0054
 BL0054  HISTORY     - Date     Condition        Report By
 BL0054  HISTORY     - 1934     MONUMENTED       CGS
 BL0054  HISTORY     - 1934     GOOD             NGS
 BL0054  HISTORY     - 1978     MARK NOT FOUND   USGS
 BL0054
 BL0054                          STATION DESCRIPTION
 BL0054
 BL0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0054'12 MI W FROM JASPER.
 BL0054'12.0 MILES WEST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM JASPER,
 BL0054'JASPER COUNTY, 1.4 MILES SOUTH OF THE POST OFFICE AT BEECH GROVE 42
 BL0054'FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND 15 FEET NORTH OF A
 BL0054'TALL PINE TREE PAINTED WHITE UP FOUR FEET FROM THE BASE.  A STANDARD
 BL0054'DISK, STAMPED 108.435 V 165 1934 AND SET IN THE TOP OF A CONCRETE
 BL0054'POST.
 BL0054
 BL0054                          STATION RECOVERY (1978)
 BL0054
 BL0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1327 ***********************************************************************
 BL1327  DESIGNATION -  V 166
 BL1327  PID         -  BL1327
 BL1327  STATE/COUNTY-  TX/LIBERTY
 BL1327  USGS QUAD   -  CLEVELAND (1997)
 BL1327
 BL1327                         *CURRENT SURVEY CONTROL
 BL1327  ___________________________________________________________________
 BL1327* NAD 83(1986)-  30 21 48.     (N)    095 02 39.     (W)     SCALED    
 BL1327* NAVD 88     -        47.08   (+/-2cm)     154.5    (feet)  VERTCON   
 BL1327  ___________________________________________________________________
 BL1327  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1327
 BL1327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1327
 BL1327.The horizontal coordinates were scaled from a topographic map and have
 BL1327.an estimated accuracy of +/- 6 seconds.
 BL1327
 BL1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1327.The vertical order pertains to the NGVD 29 superseded value.
 BL1327
 BL1327.The geoid height was determined by GEOID03.
 BL1327
 BL1327;                    North         East    Units  Estimated Accuracy
 BL1327;SPC TX C     - 3,089,320.    1,208,240.      MT  (+/- 180 meters Scaled)
 BL1327
 BL1327                          SUPERSEDED SURVEY CONTROL
 BL1327
 BL1327  NGVD 29 (??/??/92)   47.086  (m)          154.48   (f) ADJ UNCH    2 0
 BL1327
 BL1327.Superseded values are not recommended for survey control.
 BL1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1327.See file dsdata.txt to determine how the superseded data were derived.
 BL1327
 BL1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP035608(NAD 83)
 BL1327_MARKER: DB = BENCH MARK DISK
 BL1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1327_STAMPING: V 166 1934
 BL1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1327+STABILITY: SURFACE MOTION
 BL1327
 BL1327  HISTORY     - Date     Condition        Report By
 BL1327  HISTORY     - 1934     MONUMENTED       CGS
 BL1327
 BL1327                          STATION DESCRIPTION
 BL1327
 BL1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL1327'2.5 MI E FROM CLEVELAND.
 BL1327'2.5 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BL1327'CLEVELAND, LIBERTY COUNTY, 160 FEET NORTHEAST OF CULVERT 97 O A, 43
 BL1327'FEET NORTH OF THE TRACK, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A
 BL1327'STANDARD DISK, STAMPED V 166 1934 AND SET IN THE TOP OF A CONCRETE
 BL1327'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1612 ***********************************************************************
 AW1612  DESIGNATION -  V 169
 AW1612  PID         -  AW1612
 AW1612  STATE/COUNTY-  TX/GALVESTON
 AW1612  USGS QUAD   -  TEXAS CITY (1994)
 AW1612
 AW1612                         *CURRENT SURVEY CONTROL
 AW1612  ___________________________________________________________________
 AW1612* NAD 83(1986)-  29 28 12.     (N)    094 58 23.     (W)     SCALED    
 AW1612* NAVD 88     -         2.43   (+/-2cm)       8.0    (feet)  VERTCON   
 AW1612  ___________________________________________________________________
 AW1612  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW1612
 AW1612  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1612
 AW1612.The horizontal coordinates were scaled from a topographic map and have
 AW1612.an estimated accuracy of +/- 6 seconds.
 AW1612
 AW1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1612.The vertical order pertains to the NGVD 29 superseded value.
 AW1612
 AW1612.The geoid height was determined by GEOID03.
 AW1612
 AW1612;                    North         East    Units  Estimated Accuracy
 AW1612;SPC TXSC     - 4,188,110.      990,460.      MT  (+/- 180 meters Scaled)
 AW1612
 AW1612                          SUPERSEDED SURVEY CONTROL
 AW1612
 AW1612  NGVD 29 (??/??/92)    2.423  (m)            7.95   (f) ADJ UNCH    1 2
 AW1612
 AW1612.Superseded values are not recommended for survey control.
 AW1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1612.See file dsdata.txt to determine how the superseded data were derived.
 AW1612
 AW1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN086616(NAD 83)
 AW1612_MARKER: DB = BENCH MARK DISK
 AW1612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1612_SP_SET: FOUNDATION
 AW1612_STAMPING: V 169 1936 ELEV 10.827 FT
 AW1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1612
 AW1612  HISTORY     - Date     Condition        Report By
 AW1612  HISTORY     - 1936     MONUMENTED       CGS
 AW1612  HISTORY     - 1973     GOOD             NGS
 AW1612  HISTORY     - 1978     GOOD             NGS
 AW1612  HISTORY     - 1987     GOOD             USPSQD
 AW1612  HISTORY     - 1987     GOOD             USPSQD
 AW1612  HISTORY     - 1987     POOR             USPSQD
 AW1612  HISTORY     - 1987     GOOD             USPSQD
 AW1612  HISTORY     - 1987     GOOD             USPSQD
 AW1612  HISTORY     - 1988     GOOD             USPSQD
 AW1612  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1612  HISTORY     - 1988     GOOD             USPSQD
 AW1612  HISTORY     - 1988     GOOD             USPSQD
 AW1612  HISTORY     - 1988     GOOD             USPSQD
 AW1612  HISTORY     - 1988     POOR             USPSQD
 AW1612  HISTORY     - 1988     GOOD             USPSQD
 AW1612  HISTORY     - 1988     GOOD             USPSQD
 AW1612  HISTORY     - 1988     GOOD             USPSQD
 AW1612  HISTORY     - 1988     GOOD             USPSQD
 AW1612  HISTORY     - 1988     GOOD             USPSQD
 AW1612  HISTORY     - 1988     POOR             USPSQD
 AW1612  HISTORY     - 1988     GOOD             USPSQD
 AW1612  HISTORY     - 1989     GOOD             USPSQD
 AW1612  HISTORY     - 1989     GOOD             USPSQD
 AW1612  HISTORY     - 1989     GOOD             USPSQD
 AW1612  HISTORY     - 1989     GOOD             USPSQD
 AW1612  HISTORY     - 1989     GOOD             USPSQD
 AW1612  HISTORY     - 1990     GOOD             USPSQD
 AW1612  HISTORY     - 1991     GOOD             USPSQD
 AW1612  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1612  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW1612
 AW1612                          STATION DESCRIPTION
 AW1612
 AW1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1612'5.85 MI SE FROM KEMAH.
 AW1612'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 AW1612'KEMAH, THENCE 0.35 MILE EAST ALONG FARM ROAD NO. 517, SET IN THE TOP
 AW1612'OF THE SOUTHEAST CONCRETE WING WALL OF THE EAST CONCRETE HEADWALL OF A
 AW1612'CULVERT UNDER A NORTH-SOUTH ROAD, 13.0 FEET EAST OF THE NORTH-SOUTH
 AW1612'ROAD, 257.0 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD AT A
 AW1612'CURVE, 117.0 NORTHEAST AND ACROSS THE NORTH-SOUTH ROAD FROM AN
 AW1612'ABANDONED CONCRETE FOUNDATION, AND ABOUT 0.6 FOOT HIGHER THAN THE
 AW1612'ROAD.
 AW1612
 AW1612                          STATION RECOVERY (1978)
 AW1612
 AW1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1612'NOTE=THE POST OFFICE HAS MOVED 0.4 MILE SOUTHEAST, ADD=45 FEET
 AW1612'NORTHEAST OF POWER POLE NUMBER F182 652 AND ACROSS ROAD.
 AW1612
 AW1612                          STATION RECOVERY (1987)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1987)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1987)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1612'MARK RECOVERED IN POOR CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1987)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1987)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1612'MARK NOT FOUND.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1612'MARK RECOVERED IN POOR CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1612'MARK RECOVERED IN POOR CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1988)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1989)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1989)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1989)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1989)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1989)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1990)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1991)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1612'RECOVERED IN GOOD CONDITION.
 AW1612
 AW1612                          STATION RECOVERY (1999)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1612'MARK NOT FOUND.
 AW1612
 AW1612                          STATION RECOVERY (2004)
 AW1612
 AW1612'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1612' 
 AW1612' 
 AW1612' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0547 ***********************************************************************
 CD0547  DESIGNATION -  V 17
 CD0547  PID         -  CD0547
 CD0547  STATE/COUNTY-  TX/HUDSPETH
 CD0547  USGS QUAD   -  DOME PEAK (1964)
 CD0547
 CD0547                         *CURRENT SURVEY CONTROL
 CD0547  ___________________________________________________________________
 CD0547* NAD 83(1986)-  31 08 09.     (N)    105 13 21.     (W)     SCALED    
 CD0547* NAVD 88     -      1328.688  (meters)    4359.20   (feet)  ADJUSTED  
 CD0547  ___________________________________________________________________
 CD0547  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 CD0547  DYNAMIC HT  -        1326.584 (meters)    4352.30  (feet)  COMP
 CD0547  MODELED GRAV-     979,010.6   (mgal)                       NAVD 88
 CD0547
 CD0547  VERT ORDER  -  FIRST     CLASS II
 CD0547
 CD0547.The horizontal coordinates were scaled from a topographic map and have
 CD0547.an estimated accuracy of +/- 6 seconds.
 CD0547
 CD0547.The orthometric height was determined by differential leveling
 CD0547.and adjusted by the National Geodetic Survey in June 1991..
 CD0547
 CD0547.The geoid height was determined by GEOID03.
 CD0547
 CD0547.The dynamic height is computed by dividing the NAVD 88
 CD0547.geopotential number by the normal gravity value computed on the
 CD0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0547.degrees latitude (g = 980.6199 gals.).
 CD0547
 CD0547.The modeled gravity was interpolated from observed gravity values.
 CD0547
 CD0547;                    North         East    Units  Estimated Accuracy
 CD0547;SPC TX C     - 3,173,110.      233,930.      MT  (+/- 180 meters Scaled)
 CD0547
 CD0547                          SUPERSEDED SURVEY CONTROL
 CD0547
 CD0547  NGVD 29 (??/??/92) 1328.144  (m)         4357.42   (f) ADJ UNCH    1 2
 CD0547
 CD0547.Superseded values are not recommended for survey control.
 CD0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0547.See file dsdata.txt to determine how the superseded data were derived.
 CD0547
 CD0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ787446(NAD 83)
 CD0547_MARKER: P = PIPE CAP
 CD0547_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0547_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0547_STAMPING: V 17 ELEV 4357.419 FT
 CD0547_PROJECTION: PROJECTING 20 CENTIMETERS
 CD0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0547
 CD0547  HISTORY     - Date     Condition        Report By
 CD0547  HISTORY     - UNK      MONUMENTED       CGS
 CD0547  HISTORY     - 1956     GOOD             NGS
 CD0547  HISTORY     - 1981     GOOD             NGS
 CD0547
 CD0547                          STATION DESCRIPTION
 CD0547
 CD0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0547'5.9 MI W FROM EAGLE FLAT.
 CD0547'5.9 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0547'FOREMANS HOUSE AT EAGLE FLAT, 58.5 FEET WEST OF MILEPOST 760, IN LINE
 CD0547'WITH A ROW OF TELEPHONE POLES, 80 FEET NORTH OF THE CENTER LINE OF
 CD0547'U.S. HIGHWAY 80, 37 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT EAST OF A
 CD0547'WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SCREWED ON THE TOP OF
 CD0547'A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 CD0547
 CD0547                          STATION RECOVERY (1981)
 CD0547
 CD0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0547'13.7 KM (8.5 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0547'FROM THE STATION IN SIERRA BLANCA, 0.2 KM (0.1 MI) NORTHWEST OF
 CD0547'RAILROAD SIGNAL NUMBER 760.0, 1 POLE NORTHWEST OF MILEPOST 760,
 CD0547'24.4 METERS (80.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF A FRONTAGE
 CD0547'ROAD, 23.5 METERS (77.0 FT) SOUTH OF A UTILITY POLE AND 11.3 METERS
 CD0547'(37.0 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL.
 CD0547'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0547'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1611 ***********************************************************************
 AW1611  DESIGNATION -  V 170 RESET 1954
 AW1611  PID         -  AW1611
 AW1611  STATE/COUNTY-  TX/GALVESTON
 AW1611  USGS QUAD   -  TEXAS CITY (1994)
 AW1611
 AW1611                         *CURRENT SURVEY CONTROL
 AW1611  ___________________________________________________________________
 AW1611* NAD 83(1986)-  29 29 02.     (N)    094 58 10.     (W)     SCALED    
 AW1611* NAVD 88     -         2.35   (+/-2cm)       7.7    (feet)  VERTCON   
 AW1611  ___________________________________________________________________
 AW1611  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1611
 AW1611  VERT ORDER  -  THIRD (See Below)
 AW1611
 AW1611.The horizontal coordinates were scaled from a topographic map and have
 AW1611.an estimated accuracy of +/- 6 seconds.
 AW1611
 AW1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1611.The vertical order pertains to the NGVD 29 superseded value.
 AW1611
 AW1611.The geoid height was determined by GEOID03.
 AW1611
 AW1611;                    North         East    Units  Estimated Accuracy
 AW1611;SPC TXSC     - 4,189,660.      990,760.      MT  (+/- 180 meters Scaled)
 AW1611
 AW1611                          SUPERSEDED SURVEY CONTROL
 AW1611
 AW1611  NGVD 29 (??/??/??)    2.34   (m)            7.7    (f) RESET       3  
 AW1611
 AW1611.Superseded values are not recommended for survey control.
 AW1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1611.See file dsdata.txt to determine how the superseded data were derived.
 AW1611
 AW1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN090632(NAD 83)
 AW1611_MARKER: DB = BENCH MARK DISK
 AW1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1611_STAMPING: V 170 RESET 1954 11.660
 AW1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1611+STABILITY: SURFACE MOTION
 AW1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1611+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 AW1611
 AW1611  HISTORY     - Date     Condition        Report By
 AW1611  HISTORY     - 1954     MONUMENTED       CGS
 AW1611  HISTORY     - 1973     GOOD             NGS
 AW1611  HISTORY     - 1978     GOOD             NGS
 AW1611  HISTORY     - 1987     GOOD             USPSQD
 AW1611  HISTORY     - 1987     GOOD             USPSQD
 AW1611  HISTORY     - 1987     GOOD             USPSQD
 AW1611  HISTORY     - 1987     GOOD             USPSQD
 AW1611  HISTORY     - 1987     GOOD             USPSQD
 AW1611  HISTORY     - 1987     GOOD             USPSQD
 AW1611  HISTORY     - 1987     GOOD             USPSQD
 AW1611  HISTORY     - 1987     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1988     GOOD             USPSQD
 AW1611  HISTORY     - 1989     GOOD             USPSQD
 AW1611  HISTORY     - 1989     GOOD             USPSQD
 AW1611  HISTORY     - 1989     GOOD             USPSQD
 AW1611  HISTORY     - 1989     GOOD             USPSQD
 AW1611  HISTORY     - 1990     GOOD             USPSQD
 AW1611  HISTORY     - 1990     GOOD             USPSQD
 AW1611  HISTORY     - 1991     GOOD             USPSQD
 AW1611  HISTORY     - 20040611 GOOD             USPSQD
 AW1611
 AW1611                          STATION DESCRIPTION
 AW1611
 AW1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1611'6.85 MI SE FROM KEMAH.
 AW1611'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 AW1611'KEMAH, THENCE 1.35 MILE NORTHEAST ALONG FARM ROAD 517, 4.6 MILE SOUTH
 AW1611'AND WEST OF THE POST OFFICE AT SAN LEON, 80.0 FEET WEST OF THE CENTER
 AW1611'LINE OF THE ROAD, 38.0 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 AW1611'HOUSE, 26.0 FEET SOUTH OF THE CENTER LINE OF A ROAD WEST TO THE
 AW1611'HOUSTON LIGHTING AND POWER COMPANY SUB-STATION, 4.5 FEET EAST OF A
 AW1611'POWER POLE WITH TRANSFORMER, 4.0 FEET NORTH OF A CHAIN LINK FENCE, IN
 AW1611'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND
 AW1611'ABOUT LEVEL WITH THE ROAD.
 AW1611
 AW1611                          STATION RECOVERY (1978)
 AW1611
 AW1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1611'NOTE=THE POST OFFICE HAS MOVED 0.4 MILE SOUTHEAST.
 AW1611
 AW1611                          STATION RECOVERY (1987)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1987)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1987)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1987)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1987)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1987)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1987)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1987)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1988)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1989)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1989)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1989)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1989)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1990)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1990)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (1991)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1611'RECOVERED IN GOOD CONDITION.
 AW1611
 AW1611                          STATION RECOVERY (2004)
 AW1611
 AW1611'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1611'GO TO N29 29 02.9 W094 58 09.6. THE NAMES OF THE ROADS IN THE AREA HAS
 AW1611'CHANGED.  NEW DESCRIPTION IS. THE MARK IS AT THE CORNER OF FM 517 AND
 AW1611'AVE N. IT IS 26 FEET SOUTH OF AVE N AND 80 FEET WEST OF FM517.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1686 ***********************************************************************
 AW1686  DESIGNATION -  V 171 RESET 1954
 AW1686  PID         -  AW1686
 AW1686  STATE/COUNTY-  TX/GALVESTON
 AW1686  USGS QUAD   -  CAPLEN (1994)
 AW1686
 AW1686                         *CURRENT SURVEY CONTROL
 AW1686  ___________________________________________________________________
 AW1686* NAD 83(1986)-  29 28 59.     (N)    094 34 12.     (W)     SCALED    
 AW1686* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 AW1686  ___________________________________________________________________
 AW1686  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1686
 AW1686  VERT ORDER  -  THIRD (See Below)
 AW1686
 AW1686.The horizontal coordinates were scaled from a topographic map and have
 AW1686.an estimated accuracy of +/- 6 seconds.
 AW1686
 AW1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1686.The vertical order pertains to the NGVD 29 superseded value.
 AW1686
 AW1686.The geoid height was determined by GEOID03.
 AW1686
 AW1686;                    North         East    Units  Estimated Accuracy
 AW1686;SPC TXSC     - 4,190,970.    1,029,470.      MT  (+/- 180 meters Scaled)
 AW1686
 AW1686                          SUPERSEDED SURVEY CONTROL
 AW1686
 AW1686  NGVD 29 (??/??/??)    2.38   (m)            7.8    (f) RESET       3  
 AW1686
 AW1686.Superseded values are not recommended for survey control.
 AW1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1686.See file dsdata.txt to determine how the superseded data were derived.
 AW1686
 AW1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN477625(NAD 83)
 AW1686_MARKER: DB = BENCH MARK DISK
 AW1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1686_STAMPING: V 171 1936 8.409 RESET 1954
 AW1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1686+STABILITY: SURFACE MOTION
 AW1686
 AW1686  HISTORY     - Date     Condition        Report By
 AW1686  HISTORY     - 1954     MONUMENTED       CGS
 AW1686  HISTORY     - 1958     GOOD             NGS
 AW1686  HISTORY     - 1977     GOOD             NGS
 AW1686  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1686  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW1686  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1686  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1686  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW1686
 AW1686                          STATION DESCRIPTION
 AW1686
 AW1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1686'5.5 MI SW FROM GILCHRIST.
 AW1686'ABOUT 5.5 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1686'AT GILCHRIST, 134 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 74
 AW1686'1/2 FEET NORTHWEST OF A FENCE, 91 FEET SOUTHWEST OF A 10-INCH
 AW1686'ABANDONED GAS WELL CASING, 1 FOOT SOUTHEAST OF A METAL WITNESS POST,
 AW1686'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 AW1686'PROJECTING 4 INCHES.
 AW1686
 AW1686                          STATION RECOVERY (1977)
 AW1686
 AW1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1686'RECOVERED IN GOOD CONDITION.
 AW1686
 AW1686                          STATION RECOVERY (1978)
 AW1686
 AW1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1686'NOT RECOVERED.
 AW1686
 AW1686                          STATION RECOVERY (1999)
 AW1686
 AW1686'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1686'MARK NOT FOUND.
 AW1686
 AW1686                          STATION RECOVERY (2001)
 AW1686
 AW1686'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1686'MARK NOT FOUND.
 AW1686
 AW1686                          STATION RECOVERY (2002)
 AW1686
 AW1686'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1686'MARK NOT FOUND.
 AW1686
 AW1686                          STATION RECOVERY (2004)
 AW1686
 AW1686'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1472 ***********************************************************************
 AW1472  DESIGNATION -  V 173
 AW1472  PID         -  AW1472
 AW1472  STATE/COUNTY-  TX/CHAMBERS
 AW1472  USGS QUAD   -  ANAHUAC (1993)
 AW1472
 AW1472                         *CURRENT SURVEY CONTROL
 AW1472  ___________________________________________________________________
 AW1472* NAD 83(1986)-  29 50 04.     (N)    094 40 33.     (W)     SCALED    
 AW1472* NAVD 88     -         7.93   (+/-2cm)      26.0    (feet)  VERTCON   
 AW1472  ___________________________________________________________________
 AW1472  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW1472
 AW1472  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1472
 AW1472.The horizontal coordinates were scaled from a topographic map and have
 AW1472.an estimated accuracy of +/- 6 seconds.
 AW1472
 AW1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1472.The vertical order pertains to the NGVD 29 superseded value.
 AW1472
 AW1472.The geoid height was determined by GEOID03.
 AW1472
 AW1472;                    North         East    Units  Estimated Accuracy
 AW1472;SPC TXSC     - 4,229,500.    1,017,780.      MT  (+/- 180 meters Scaled)
 AW1472
 AW1472                          SUPERSEDED SURVEY CONTROL
 AW1472
 AW1472  NGVD 29 (??/??/92)    7.930  (m)           26.02   (f) ADJ UNCH    1 2
 AW1472
 AW1472.Superseded values are not recommended for survey control.
 AW1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1472.See file dsdata.txt to determine how the superseded data were derived.
 AW1472
 AW1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP380016(NAD 83)
 AW1472_MARKER: DB = BENCH MARK DISK
 AW1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1472_STAMPING: V 173 1936 26.778
 AW1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1472+STABILITY: SURFACE MOTION
 AW1472
 AW1472  HISTORY     - Date     Condition        Report By
 AW1472  HISTORY     - 1936     MONUMENTED       CGS
 AW1472  HISTORY     - 1973     GOOD             NGS
 AW1472  HISTORY     - 1978     GOOD             NGS
 AW1472  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW1472  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1472  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW1472  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1472
 AW1472                          STATION DESCRIPTION
 AW1472
 AW1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1472'1.25 MI SE FROM WALLISVILLE.
 AW1472'ABOUT 1.25 MILES SOUTHEAST ALONG FARM ROAD 563 FROM THE I-10 OVEPASS
 AW1472'AT WALLISVILLE, ABOUT 177 FEET NORTH OF THE CENTER LINE OF THE ROAD AT
 AW1472'THE WEST END OF A CURVE, 122 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AW1472'A PIPE CATTLE GUARD ACROSS A SHELL ROAD LEADING EAST, 1 FOOT SOUTH OF
 AW1472'A FENCE, 1 1/2 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP
 AW1472'OF A CONCRETE POST PROJECTING 2 INCHES.
 AW1472
 AW1472                          STATION RECOVERY (1978)
 AW1472
 AW1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1472'RECOVERED IN GOOD CONDITION.
 AW1472
 AW1472                          STATION RECOVERY (1996)
 AW1472
 AW1472'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1472'MARK NOT FOUND.
 AW1472
 AW1472                          STATION RECOVERY (2001)
 AW1472
 AW1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1472'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1472
 AW1472                          STATION RECOVERY (2004)
 AW1472
 AW1472'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1472'MARK NOT FOUND.
 AW1472
 AW1472                          STATION RECOVERY (2005)
 AW1472
 AW1472'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0466 ***********************************************************************
 AN0466  DESIGNATION -  V 174
 AN0466  PID         -  AN0466
 AN0466  STATE/COUNTY-  TX/VICTORIA
 AN0466  USGS QUAD   -  BLOOMINGTON SW (1995)
 AN0466
 AN0466                         *CURRENT SURVEY CONTROL
 AN0466  ___________________________________________________________________
 AN0466* NAD 83(1986)-  28 37 11.     (N)    096 55 58.     (W)     SCALED    
 AN0466* NAVD 88     -         4.14   (+/-2cm)      13.6    (feet)  VERTCON   
 AN0466  ___________________________________________________________________
 AN0466  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0466
 AN0466  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0466
 AN0466.The horizontal coordinates were scaled from a topographic map and have
 AN0466.an estimated accuracy of +/- 6 seconds.
 AN0466
 AN0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0466.The vertical order pertains to the NGVD 29 superseded value.
 AN0466
 AN0466.The geoid height was determined by GEOID03.
 AN0466
 AN0466;                    North         East    Units  Estimated Accuracy
 AN0466;SPC TXSC     - 4,088,940.      802,140.      MT  (+/- 180 meters Scaled)
 AN0466
 AN0466                          SUPERSEDED SURVEY CONTROL
 AN0466
 AN0466  NGVD 29 (??/??/92)    4.270  (m)           14.01   (f) ADJ UNCH    1 2
 AN0466
 AN0466.Superseded values are not recommended for survey control.
 AN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0466.See file dsdata.txt to determine how the superseded data were derived.
 AN0466
 AN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS021676(NAD 83)
 AN0466_MARKER: DB = BENCH MARK DISK
 AN0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0466_STAMPING: V 174 1950
 AN0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0466+STABILITY: SURFACE MOTION
 AN0466
 AN0466  HISTORY     - Date     Condition        Report By
 AN0466  HISTORY     - 1950     MONUMENTED       CGS
 AN0466  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0466
 AN0466                          STATION DESCRIPTION
 AN0466
 AN0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN0466'3.2 MI SW FROM BLOOMINGTON.
 AN0466'3.2 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN0466'RAILROAD FROM THE STATION AT BLOOMINGTON, 0.1 MILE SOUTHWEST OF A ROAD
 AN0466'CROSSING, 43 FEET NORTH OF THE 4TH POLE NORTHEAST OF MILEPOST 216, 47
 AN0466'FEET NORTHWEST OF THE NORTHWEST RAIL, 1.4 FEET SOUTHEAST OF A FENCE, 2
 AN0466'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AN0466'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AN0466
 AN0466                          STATION RECOVERY (1978)
 AN0466
 AN0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0466'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0009 ***********************************************************************
 AH0009  DESIGNATION -  V 175
 AH0009  PID         -  AH0009
 AH0009  STATE/COUNTY-  TX/SAN PATRICIO
 AH0009  USGS QUAD   -  ODEM (1975)
 AH0009
 AH0009                         *CURRENT SURVEY CONTROL
 AH0009  ___________________________________________________________________
 AH0009* NAD 83(1986)-  27 55 13.     (N)    097 36 41.     (W)     SCALED    
 AH0009* NAVD 88     -         8.170  (meters)      26.80   (feet)  ADJUSTED  
 AH0009  ___________________________________________________________________
 AH0009  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH0009  DYNAMIC HT  -           8.158 (meters)      26.77  (feet)  COMP
 AH0009  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 AH0009
 AH0009  VERT ORDER  -  FIRST     CLASS I
 AH0009
 AH0009.The horizontal coordinates were scaled from a topographic map and have
 AH0009.an estimated accuracy of +/- 6 seconds.
 AH0009
 AH0009.The orthometric height was determined by differential leveling
 AH0009.and adjusted by the National Geodetic Survey in June 1991..
 AH0009
 AH0009.The geoid height was determined by GEOID03.
 AH0009
 AH0009.The dynamic height is computed by dividing the NAVD 88
 AH0009.geopotential number by the normal gravity value computed on the
 AH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0009.degrees latitude (g = 980.6199 gals.).
 AH0009
 AH0009.The modeled gravity was interpolated from observed gravity values.
 AH0009
 AH0009;                    North         East    Units  Estimated Accuracy
 AH0009;SPC TX S     - 5,250,000.      387,470.      MT  (+/- 180 meters Scaled)
 AH0009
 AH0009                          SUPERSEDED SURVEY CONTROL
 AH0009
 AH0009  NGVD 29 (??/??/92)    8.330  (m)           27.33   (f) ADJ UNCH    1 1
 AH0009
 AH0009.Superseded values are not recommended for survey control.
 AH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0009.See file dsdata.txt to determine how the superseded data were derived.
 AH0009
 AH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR366891(NAD 83)
 AH0009_MARKER: DB = BENCH MARK DISK
 AH0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0009_SP_SET: UNDERPASS
 AH0009_STAMPING: V 175 1950
 AH0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0009
 AH0009  HISTORY     - Date     Condition        Report By
 AH0009  HISTORY     - 1950     MONUMENTED       CGS
 AH0009  HISTORY     - 1978     GOOD             NGS
 AH0009
 AH0009                          STATION DESCRIPTION
 AH0009
 AH0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0009'2.6 MI SW FROM ODEM.
 AH0009'2.6 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0009'RAILROAD FROM THE STATION AT ODEM, 3 POLES SOUTHWEST OF MILEPOST 152,
 AH0009'15 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET BELOW THE TOP OF THE
 AH0009'RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL
 AH0009'OF A CONCRETE CATTLE UNDERPASS.  NOTE-- NOW THE SOUTHERN PACIFIC
 AH0009'LINES.
 AH0009
 AH0009                          STATION RECOVERY (1978)
 AH0009
 AH0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0039 ***********************************************************************
 AH0039  DESIGNATION -  V 176
 AH0039  PID         -  AH0039
 AH0039  STATE/COUNTY-  TX/NUECES
 AH0039  USGS QUAD   -  ROBSTOWN (1975)
 AH0039
 AH0039                         *CURRENT SURVEY CONTROL
 AH0039  ___________________________________________________________________
 AH0039* NAD 83(1986)-  27 48 18.     (N)    097 38 50.     (W)     SCALED    
 AH0039* NAVD 88     -        22.564  (meters)      74.03   (feet)  ADJUSTED  
 AH0039  ___________________________________________________________________
 AH0039  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH0039  DYNAMIC HT  -          22.529 (meters)      73.91  (feet)  COMP
 AH0039  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 AH0039
 AH0039  VERT ORDER  -  FIRST     CLASS II
 AH0039
 AH0039.The horizontal coordinates were scaled from a topographic map and have
 AH0039.an estimated accuracy of +/- 6 seconds.
 AH0039
 AH0039.The orthometric height was determined by differential leveling
 AH0039.and adjusted by the National Geodetic Survey in June 1991..
 AH0039.WARNING-Repeat measurements at this control monument indicate possible
 AH0039.vertical movement.
 AH0039
 AH0039.The geoid height was determined by GEOID03.
 AH0039
 AH0039.The dynamic height is computed by dividing the NAVD 88
 AH0039.geopotential number by the normal gravity value computed on the
 AH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0039.degrees latitude (g = 980.6199 gals.).
 AH0039
 AH0039.The modeled gravity was interpolated from observed gravity values.
 AH0039
 AH0039;                    North         East    Units  Estimated Accuracy
 AH0039;SPC TX S     - 5,237,200.      384,030.      MT  (+/- 180 meters Scaled)
 AH0039
 AH0039                          SUPERSEDED SURVEY CONTROL
 AH0039
 AH0039  NGVD 29 (??/??/92)   22.687  (m)           74.43   (f) ADJ UNCH    1 2
 AH0039
 AH0039.Superseded values are not recommended for survey control.
 AH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0039.See file dsdata.txt to determine how the superseded data were derived.
 AH0039
 AH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR332763(NAD 83)
 AH0039_MARKER: DB = BENCH MARK DISK
 AH0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0039_STAMPING: V 176 1950
 AH0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0039+STABILITY: SURFACE MOTION
 AH0039
 AH0039  HISTORY     - Date     Condition        Report By
 AH0039  HISTORY     - 1950     MONUMENTED       CGS
 AH0039  HISTORY     - 1959     GOOD             NGS
 AH0039  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0039  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0039
 AH0039                          STATION DESCRIPTION
 AH0039
 AH0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0039'1.6 MI NE FROM ROBSTOWN.
 AH0039'ABOUT 1.6 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0039'RAILROAD FROM THE STATION AT ROBSTOWN, 104 FEET SOUTHEAST AND ACROSS
 AH0039'THE TRACK FROM MILEPOST 143, 59 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AH0039'5 FEET SOUTH OF THE SOUTH WING WALL OF A CULVERT, ABOUT LEVEL WITH THE
 AH0039'TRACKS, AND IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE GROUND.
 AH0039'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0039
 AH0039                          STATION RECOVERY (1978)
 AH0039
 AH0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0039'NOT RECOVERED THIS DATE.
 AH0039
 AH0039                          STATION RECOVERY (2001)
 AH0039
 AH0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0039'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0389 ***********************************************************************
 AB0389  DESIGNATION -  V 177
 AB0389  PID         -  AB0389
 AB0389  STATE/COUNTY-  TX/WILLACY
 AB0389  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0389
 AB0389                         *CURRENT SURVEY CONTROL
 AB0389  ___________________________________________________________________
 AB0389* NAD 83(1986)-  26 27 08.     (N)    097 46 17.     (W)     SCALED    
 AB0389* NAVD 88     -         9.552  (meters)      31.34   (feet)  ADJUSTED  
 AB0389  ___________________________________________________________________
 AB0389  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AB0389  DYNAMIC HT  -           9.537 (meters)      31.29  (feet)  COMP
 AB0389  MODELED GRAV-     979,045.7   (mgal)                       NAVD 88
 AB0389
 AB0389  VERT ORDER  -  FIRST     CLASS II
 AB0389
 AB0389.The horizontal coordinates were scaled from a topographic map and have
 AB0389.an estimated accuracy of +/- 6 seconds.
 AB0389
 AB0389.The orthometric height was determined by differential leveling
 AB0389.and adjusted by the National Geodetic Survey in June 1991..
 AB0389
 AB0389.The geoid height was determined by GEOID03.
 AB0389
 AB0389.The dynamic height is computed by dividing the NAVD 88
 AB0389.geopotential number by the normal gravity value computed on the
 AB0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0389.degrees latitude (g = 980.6199 gals.).
 AB0389
 AB0389.The modeled gravity was interpolated from observed gravity values.
 AB0389
 AB0389;                    North         East    Units  Estimated Accuracy
 AB0389;SPC TX S     - 5,087,240.      372,660.      MT  (+/- 180 meters Scaled)
 AB0389
 AB0389                          SUPERSEDED SURVEY CONTROL
 AB0389
 AB0389  NGVD 29 (??/??/92)    9.638  (m)           31.62   (f) ADJ UNCH    1 2
 AB0389
 AB0389.Superseded values are not recommended for survey control.
 AB0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0389.See file dsdata.txt to determine how the superseded data were derived.
 AB0389
 AB0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ224263(NAD 83)
 AB0389_MARKER: DB = BENCH MARK DISK
 AB0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0389_STAMPING: V 177 1951
 AB0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0389+STABILITY: SURFACE MOTION
 AB0389
 AB0389  HISTORY     - Date     Condition        Report By
 AB0389  HISTORY     - 1951     MONUMENTED       CGS
 AB0389
 AB0389                          STATION DESCRIPTION
 AB0389
 AB0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0389'3.0 MI SE FROM RAYMONDVILLE.
 AB0389'2.0 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM ITS INTERSECTION WITH STATE
 AB0389'HIGHWAY 186 AT RAYMONDVILLE, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 AB0389'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 17
 AB0389'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 5 FEET SOUTH
 AB0389'OF A POWER POLE, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 AB0389'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0469 ***********************************************************************
 AH0469  DESIGNATION -  V 178
 AH0469  PID         -  AH0469
 AH0469  STATE/COUNTY-  TX/KLEBERG
 AH0469  USGS QUAD   -  RICARDO (1979)
 AH0469
 AH0469                         *CURRENT SURVEY CONTROL
 AH0469  ___________________________________________________________________
 AH0469* NAD 83(1986)-  27 26 01.     (N)    097 51 27.     (W)     SCALED    
 AH0469* NAVD 88     -        17.803  (meters)      58.41   (feet)  ADJUSTED  
 AH0469  ___________________________________________________________________
 AH0469  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AH0469  DYNAMIC HT  -          17.775 (meters)      58.32  (feet)  COMP
 AH0469  MODELED GRAV-     979,094.6   (mgal)                       NAVD 88
 AH0469
 AH0469  VERT ORDER  -  FIRST     CLASS II
 AH0469
 AH0469.The horizontal coordinates were scaled from a topographic map and have
 AH0469.an estimated accuracy of +/- 6 seconds.
 AH0469
 AH0469.The orthometric height was determined by differential leveling
 AH0469.and adjusted by the National Geodetic Survey in June 1991..
 AH0469.WARNING-Repeat measurements at this control monument indicate possible
 AH0469.vertical movement.
 AH0469
 AH0469.The geoid height was determined by GEOID03.
 AH0469
 AH0469.The dynamic height is computed by dividing the NAVD 88
 AH0469.geopotential number by the normal gravity value computed on the
 AH0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0469.degrees latitude (g = 980.6199 gals.).
 AH0469
 AH0469.The modeled gravity was interpolated from observed gravity values.
 AH0469
 AH0469;                    North         East    Units  Estimated Accuracy
 AH0469;SPC TX S     - 5,195,930.      363,520.      MT  (+/- 180 meters Scaled)
 AH0469
 AH0469                          SUPERSEDED SURVEY CONTROL
 AH0469
 AH0469  NGVD 29 (??/??/92)   17.925  (m)           58.81   (f) ADJ UNCH    1 2
 AH0469
 AH0469.Superseded values are not recommended for survey control.
 AH0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0469.See file dsdata.txt to determine how the superseded data were derived.
 AH0469
 AH0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR129349(NAD 83)
 AH0469_MARKER: DB = BENCH MARK DISK
 AH0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0469_STAMPING: V 178 1951
 AH0469_MARK LOGO: CGS   
 AH0469_PROJECTION: FLUSH
 AH0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0469+STABILITY: SURFACE MOTION
 AH0469
 AH0469  HISTORY     - Date     Condition        Report By
 AH0469  HISTORY     - 1951     MONUMENTED       CGS
 AH0469  HISTORY     - 1981     GOOD             NGS
 AH0469  HISTORY     - 1987     GOOD             USPSQD
 AH0469  HISTORY     - 1988     GOOD             USPSQD
 AH0469
 AH0469                          STATION DESCRIPTION
 AH0469
 AH0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0469'5.7 MI S FROM KINGSVILLE.
 AH0469'5.7 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0469'FROM THE STATION AT KINGSVILLE, 1.0 MILE NORTH OF THE STATION SIGN AT
 AH0469'RICARDO, 2 POLES SOUTH OF MILEPOST 113, 40.4 FEET EAST OF THE EAST
 AH0469'RAIL, 49 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 7 FEET WEST
 AH0469'OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 AH0469'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE--
 AH0469'NOW THE SOUTHERN PACIFIC LINES.
 AH0469
 AH0469                          STATION RECOVERY (1981)
 AH0469
 AH0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0469'RECOVERED THIS DATE, A NEW DESCRIPTION FOLLOWS-2.9 KM (1.8 MI)
 AH0469'SOUTH-SOUTHEAST ALONG SIXTH STREET FROM THE POST OFFICE IN KINGSVILLE
 AH0469'THENCE 5.9 KM (3.65 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 77
 AH0469'BUSINESS, THENCE 1.5 KM (0.95 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY
 AH0469'77 NORTHBOUND, ALSO 0.16 KM (0.1 MI) SOUTH OF A PAVED ROAD LEADING
 AH0469'WEST TO FCC MONITORING STATION, 15.0 METERS (49.0 FT) WEST OF THE
 AH0469'CENTERLINE OF THE HIGHWAY, 12.3 METERS (40.4 FT) EAST OF THE EAST RAIL
 AH0469'OF THE MISSOURI PACIFIC RAILROAD, 2.1 METERS (7.0 FT) WEST OF A
 AH0469'POWERLINE POLE.
 AH0469'THE MARK IS 0.49 METERS  S FROM A WITNESS POST.
 AH0469
 AH0469                          STATION RECOVERY (1987)
 AH0469
 AH0469'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0469'RECOVERED IN GOOD CONDITION.
 AH0469
 AH0469                          STATION RECOVERY (1988)
 AH0469
 AH0469'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0665 ***********************************************************************
 AH0665  DESIGNATION -  V 179
 AH0665  PID         -  AH0665
 AH0665  STATE/COUNTY-  TX/KLEBERG
 AH0665  USGS QUAD   -  RIVIERA (1979)
 AH0665
 AH0665                         *CURRENT SURVEY CONTROL
 AH0665  ___________________________________________________________________
 AH0665* NAD 83(1986)-  27 16 03.     (N)    097 50 37.     (W)     SCALED    
 AH0665* NAVD 88     -        13.183  (meters)      43.25   (feet)  ADJUSTED  
 AH0665  ___________________________________________________________________
 AH0665  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH0665  DYNAMIC HT  -          13.163 (meters)      43.19  (feet)  COMP
 AH0665  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 AH0665
 AH0665  VERT ORDER  -  FIRST     CLASS II
 AH0665
 AH0665.The horizontal coordinates were scaled from a topographic map and have
 AH0665.an estimated accuracy of +/- 6 seconds.
 AH0665
 AH0665.The orthometric height was determined by differential leveling
 AH0665.and adjusted by the National Geodetic Survey in June 1991..
 AH0665
 AH0665.The geoid height was determined by GEOID03.
 AH0665
 AH0665.The dynamic height is computed by dividing the NAVD 88
 AH0665.geopotential number by the normal gravity value computed on the
 AH0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0665.degrees latitude (g = 980.6199 gals.).
 AH0665
 AH0665.The modeled gravity was interpolated from observed gravity values.
 AH0665
 AH0665;                    North         East    Units  Estimated Accuracy
 AH0665;SPC TX S     - 5,177,530.      364,990.      MT  (+/- 180 meters Scaled)
 AH0665
 AH0665                          SUPERSEDED SURVEY CONTROL
 AH0665
 AH0665  NGVD 29 (??/??/92)   13.274  (m)           43.55   (f) ADJ UNCH    1 2
 AH0665
 AH0665.Superseded values are not recommended for survey control.
 AH0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0665.See file dsdata.txt to determine how the superseded data were derived.
 AH0665
 AH0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR144165(NAD 83)
 AH0665_MARKER: DB = BENCH MARK DISK
 AH0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0665_STAMPING: V 179 1951
 AH0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0665+STABILITY: SURFACE MOTION
 AH0665
 AH0665  HISTORY     - Date     Condition        Report By
 AH0665  HISTORY     - 1951     MONUMENTED       CGS
 AH0665  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0665  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0665
 AH0665                          STATION DESCRIPTION
 AH0665
 AH0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0665'3.1 MI SW FROM RIVIERA.
 AH0665'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 285 FROM THE JUNCTION OF U.S.
 AH0665'HIGHWAY 77 AND STATE HIGHWAY 285 AT RIVIERA, 38 FEET NORTH OF THE
 AH0665'CENTER LINE OF THE HIGHWAY, 126 FEET WEST OF A 10 INCH CEDAR POST
 AH0665'WHICH IS IN AN EAST AND WEST FENCE, 1.2 FEET SOUTH OF A FENCE, SET IN
 AH0665'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AH0665
 AH0665                          STATION RECOVERY (1975)
 AH0665
 AH0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0665'MARK NOT FOUND.
 AH0665
 AH0665                          STATION RECOVERY (1981)
 AH0665
 AH0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0665'SEARCHED FOR, NOT RECOVERED, APPEARS GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0005 ***********************************************************************
 CE0005  DESIGNATION -  V 18
 CE0005  PID         -  CE0005
 CE0005  STATE/COUNTY-  TX/EL PASO
 CE0005  USGS QUAD   -  ISLA (1972)
 CE0005
 CE0005                         *CURRENT SURVEY CONTROL
 CE0005  ___________________________________________________________________
 CE0005* NAD 83(1986)-  31 29 59.     (N)    106 09 12.     (W)     SCALED    
 CE0005* NAVD 88     -      1103.675  (meters)    3620.97   (feet)  POSTED    
 CE0005  ___________________________________________________________________
 CE0005  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0005  DYNAMIC HT  -        1101.970 (meters)    3615.38  (feet)  COMP
 CE0005  MODELED GRAV-     979,057.5   (mgal)                       NAVD 88
 CE0005
 CE0005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0005
 CE0005.The horizontal coordinates were scaled from a topographic map and have
 CE0005.an estimated accuracy of +/- 6 seconds.
 CE0005
 CE0005.The orthometric height was determined by differential leveling
 CE0005.and adjusted by the National Geodetic Survey in 1992..
 CE0005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0005.rate of 0.0 thru 1.0 mm/km.
 CE0005
 CE0005.The geoid height was determined by GEOID03.
 CE0005
 CE0005.The dynamic height is computed by dividing the NAVD 88
 CE0005.geopotential number by the normal gravity value computed on the
 CE0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0005.degrees latitude (g = 980.6199 gals.).
 CE0005
 CE0005.The modeled gravity was interpolated from observed gravity values.
 CE0005
 CE0005;                    North         East    Units  Estimated Accuracy
 CE0005;SPC TX C     - 3,217,670.      147,380.      MT  (+/- 180 meters Scaled)
 CE0005
 CE0005                          SUPERSEDED SURVEY CONTROL
 CE0005
 CE0005.No superseded survey control is available for this station.
 CE0005
 CE0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ904855(NAD 83)
 CE0005_MARKER: B = BOLT
 CE0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0005_SP_SET: FOOTING
 CE0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0005
 CE0005  HISTORY     - Date     Condition        Report By
 CE0005  HISTORY     - UNK      MONUMENTED       CGS
 CE0005  HISTORY     - 1956     MARK NOT FOUND   NGS
 CE0005
 CE0005                          STATION DESCRIPTION
 CE0005
 CE0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0005'IN FABENS.
 CE0005'AT FABENS, EL PASO COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, IN
 CE0005'THE OLD NORTHWEST FOOTING OF THE WATER TANK, ON THE NORTHWEST CORNER,
 CE0005'30 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 1 YARD NORTH OF THE
 CE0005'RIGHT-OF-WAY FENCE, A COPPER BOLT, STAMPED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0680 ***********************************************************************
 CD0680  DESIGNATION -  V 180
 CD0680  PID         -  CD0680
 CD0680  STATE/COUNTY-  TX/HUDSPETH
 CD0680  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0680
 CD0680                         *CURRENT SURVEY CONTROL
 CD0680  ___________________________________________________________________
 CD0680* NAD 83(1986)-  31 50 40.     (N)    105 50 06.     (W)     SCALED    
 CD0680* NAVD 88     -      1656.156  (meters)    5433.57   (feet)  ADJUSTED  
 CD0680  ___________________________________________________________________
 CD0680  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0680  DYNAMIC HT  -        1653.554 (meters)    5425.04  (feet)  COMP
 CD0680  MODELED GRAV-     979,009.1   (mgal)                       NAVD 88
 CD0680
 CD0680  VERT ORDER  -  FIRST     CLASS II
 CD0680
 CD0680.The horizontal coordinates were scaled from a topographic map and have
 CD0680.an estimated accuracy of +/- 6 seconds.
 CD0680
 CD0680.The orthometric height was determined by differential leveling
 CD0680.and adjusted by the National Geodetic Survey in June 1991..
 CD0680
 CD0680.The geoid height was determined by GEOID03.
 CD0680
 CD0680.The dynamic height is computed by dividing the NAVD 88
 CD0680.geopotential number by the normal gravity value computed on the
 CD0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0680.degrees latitude (g = 980.6199 gals.).
 CD0680
 CD0680.The modeled gravity was interpolated from observed gravity values.
 CD0680
 CD0680;                    North         East    Units  Estimated Accuracy
 CD0680;SPC TX C     - 3,254,300.      179,470.      MT  (+/- 180 meters Scaled)
 CD0680
 CD0680                          SUPERSEDED SURVEY CONTROL
 CD0680
 CD0680  NGVD 29 (??/??/92) 1655.383  (m)         5431.04   (f) ADJ UNCH    1 2
 CD0680
 CD0680.Superseded values are not recommended for survey control.
 CD0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0680.See file dsdata.txt to determine how the superseded data were derived.
 CD0680
 CD0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR209234(NAD 83)
 CD0680_MARKER: DB = BENCH MARK DISK
 CD0680_SETTING: 80 = SET IN A BOULDER
 CD0680_SP_SET: BOULDER
 CD0680_STAMPING: V 180 1933
 CD0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0680+STABILITY: SURFACE MOTION
 CD0680
 CD0680  HISTORY     - Date     Condition        Report By
 CD0680  HISTORY     - 1933     MONUMENTED       CGS
 CD0680  HISTORY     - 1958     GOOD             NGS
 CD0680  HISTORY     - 1981     GOOD             NGS
 CD0680
 CD0680                          STATION DESCRIPTION
 CD0680
 CD0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0680'36.5 MI E FROM EL PASO.
 CD0680'ABOUT 36.4 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0680'OF LOOP 16 AT EL PASO, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY TO THE
 CD0680'OLD HIGHWAY.  IN THE TOP OF A LIMESTONE BOULDER WHICH PROJECTS 8
 CD0680'INCHES, 61 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 CD0680'AT THE CREST OF A HILL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE OLD
 CD0680'HIGHWAY.
 CD0680
 CD0680                          STATION RECOVERY (1981)
 CD0680
 CD0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0680'58.8 KM (36.55 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0680'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0680'0.2 KM (0.1 MI) EAST OF A DIRT CROSSROAD WITH TWO WHITE METAL GATES,
 CD0680'IN TOP CENTER OF A 1 BY 3 FT BOULDER WHICH PROJECTS 8-INCHES,
 CD0680'160.0 METERS (525.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY
 CD0680'AND 18.6 METERS (61.0 FT) SOUTHEAST OF THE CENTERLINE OF THE OLD
 CD0680'HIGHWAY.
 CD0680'THE MARK IS 133. METERS  NW FROM A WITNESS POST.
 CD0680'THE MARK IS 0.3 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1100 ***********************************************************************
 CD1100  DESIGNATION -  V 181 RESET
 CD1100  PID         -  CD1100
 CD1100  STATE/COUNTY-  TX/HUDSPETH
 CD1100  USGS QUAD   -  SALT FLAT (1984)
 CD1100
 CD1100                         *CURRENT SURVEY CONTROL
 CD1100  ___________________________________________________________________
 CD1100* NAD 83(1986)-  31 44 41.     (N)    105 05 14.     (W)     SCALED    
 CD1100* NAVD 88     -      1133.60   (meters)    3719.2    (feet)  RESET     
 CD1100  ___________________________________________________________________
 CD1100  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CD1100
 CD1100  VERT ORDER  -  THIRD
 CD1100
 CD1100.The horizontal coordinates were scaled from a topographic map and have
 CD1100.an estimated accuracy of +/- 6 seconds.
 CD1100
 CD1100.The orthometric height was computed from unverified reset data.
 CD1100.No vertical observational check was made to the station.
 CD1100
 CD1100.The geoid height was determined by GEOID03.
 CD1100
 CD1100;                    North         East    Units  Estimated Accuracy
 CD1100;SPC TX C     - 3,239,990.      249,700.      MT  (+/- 180 meters Scaled)
 CD1100
 CD1100                          SUPERSEDED SURVEY CONTROL
 CD1100
 CD1100  NGVD 29 (01/29/03) 1133.10   (m)         3717.5    (f) RESET       3  
 CD1100
 CD1100.Superseded values are not recommended for survey control.
 CD1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1100.See file dsdata.txt to determine how the superseded data were derived.
 CD1100
 CD1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR917121(NAD 83)
 CD1100_MARKER: DV = VERTICAL CONTROL DISK
 CD1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1100_SP_SET: CONCRETE POST
 CD1100_STAMPING: V 181 RESET 1993
 CD1100_MARK LOGO: NGS   
 CD1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 CD1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD1100+STABILITY: SURFACE MOTION
 CD1100
 CD1100  HISTORY     - Date     Condition        Report By
 CD1100  HISTORY     - 1993     MONUMENTED       LOCENG
 CD1100
 CD1100                          STATION DESCRIPTION
 CD1100
 CD1100'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 CD1100'23.85 MILES (38.38 KM) SOUTHWEST ALONG US HIGHWAYS 62 AND 180 FROM THE
 CD1100'STATE HIGHWAY MAINTENANCE YARD IN PINE SPRINGS, 0.25 MILE (0.40 KM)
 CD1100'EAST OF THE POST OFFICE IN SALT FLAT, 3.0 FEET (0.9 M) NORTH OF A
 CD1100'FENCE, 3.0 FEET (0.9 M) SOUTH OF A WITNESS POST, 86.0 FEET (26.2 M)
 CD1100'SOUTH OF CENTERLINE OF US HIGHWAY 62-180, SET IN THE TOP OF A CONCRETE
 CD1100'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0191 ***********************************************************************
 CS0191  DESIGNATION -  V 183
 CS0191  PID         -  CS0191
 CS0191  STATE/COUNTY-  TX/KAUFMAN
 CS0191  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0191
 CS0191                         *CURRENT SURVEY CONTROL
 CS0191  ___________________________________________________________________
 CS0191* NAD 83(1986)-  32 44 17.     (N)    096 20 51.     (W)     SCALED    
 CS0191* NAVD 88     -       145.088  (meters)     476.01   (feet)  ADJUSTED  
 CS0191  ___________________________________________________________________
 CS0191  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0191  DYNAMIC HT  -         144.927 (meters)     475.48  (feet)  COMP
 CS0191  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 CS0191
 CS0191  VERT ORDER  -  SECOND    CLASS 0
 CS0191
 CS0191.The horizontal coordinates were scaled from a topographic map and have
 CS0191.an estimated accuracy of +/- 6 seconds.
 CS0191
 CS0191.The orthometric height was determined by differential leveling
 CS0191.and adjusted by the National Geodetic Survey in June 1991..
 CS0191
 CS0191.The geoid height was determined by GEOID03.
 CS0191
 CS0191.The dynamic height is computed by dividing the NAVD 88
 CS0191.geopotential number by the normal gravity value computed on the
 CS0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0191.degrees latitude (g = 980.6199 gals.).
 CS0191
 CS0191.The modeled gravity was interpolated from observed gravity values.
 CS0191
 CS0191;                    North         East    Units  Estimated Accuracy
 CS0191;SPC TXNC     - 2,120,870.      801,710.      MT  (+/- 180 meters Scaled)
 CS0191
 CS0191                          SUPERSEDED SURVEY CONTROL
 CS0191
 CS0191  NGVD 29 (??/??/92)  145.101  (m)          476.05   (f) ADJ UNCH    2 0
 CS0191
 CS0191.Superseded values are not recommended for survey control.
 CS0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0191.See file dsdata.txt to determine how the superseded data were derived.
 CS0191
 CS0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB485253(NAD 83)
 CS0191_MARKER: DB = BENCH MARK DISK
 CS0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0191_STAMPING: V 183 1952
 CS0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0191+STABILITY: SURFACE MOTION
 CS0191
 CS0191  HISTORY     - Date     Condition        Report By
 CS0191  HISTORY     - 1952     MONUMENTED       CGS
 CS0191  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0191
 CS0191                          STATION DESCRIPTION
 CS0191
 CS0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0191'4.1 MI W FROM TERRELL.
 CS0191'1 BLOCK SOUTH ALONG CATHERINE STREET FROM THE POST OFFICE AT TERRELL,
 CS0191'THENCE 4.1 MILES WEST ALONG U.S. HIGHWAY 80, 0.25 MILE WEST OF A
 CS0191'JUNCTION WITH FARM ROAD 1392, 54 FEET SOUTH OF THE CENTER LINE OF THE
 CS0191'HIGHWAY, 26.4 FEET NORTH OF THE NORTH RAIL OF THE TEXAS AND PACIFIC
 CS0191'RAILROAD, 12.7 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 9.6 FEET
 CS0191'SOUTH OF A TELEPHONE POLE, 4.6 FEET EAST OF A POWER POLE, 3 FEET WEST
 CS0191'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS0191'0.5 FOOT ABOVE THE GROUND.
 CS0191
 CS0191                          STATION RECOVERY (1988)
 CS0191
 CS0191'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1415 ***********************************************************************
 CS1415  DESIGNATION -  V 184
 CS1415  PID         -  CS1415
 CS1415  STATE/COUNTY-  TX/DALLAS
 CS1415  USGS QUAD   -  SEAGOVILLE (1973)
 CS1415
 CS1415                         *CURRENT SURVEY CONTROL
 CS1415  ___________________________________________________________________
 CS1415* NAD 83(1986)-  32 44 07.     (N)    096 33 29.     (W)     SCALED    
 CS1415* NAVD 88     -       136.065  (meters)     446.41   (feet)  ADJUSTED  
 CS1415  ___________________________________________________________________
 CS1415  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CS1415  DYNAMIC HT  -         135.913 (meters)     445.91  (feet)  COMP
 CS1415  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 CS1415
 CS1415  VERT ORDER  -  SECOND    CLASS 0
 CS1415
 CS1415.The horizontal coordinates were scaled from a topographic map and have
 CS1415.an estimated accuracy of +/- 6 seconds.
 CS1415
 CS1415.The orthometric height was determined by differential leveling
 CS1415.and adjusted by the National Geodetic Survey in June 1991..
 CS1415
 CS1415.The geoid height was determined by GEOID03.
 CS1415
 CS1415.The dynamic height is computed by dividing the NAVD 88
 CS1415.geopotential number by the normal gravity value computed on the
 CS1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1415.degrees latitude (g = 980.6199 gals.).
 CS1415
 CS1415.The modeled gravity was interpolated from observed gravity values.
 CS1415
 CS1415;                    North         East    Units  Estimated Accuracy
 CS1415;SPC TXNC     - 2,120,180.      781,990.      MT  (+/- 180 meters Scaled)
 CS1415
 CS1415                          SUPERSEDED SURVEY CONTROL
 CS1415
 CS1415  NGVD 29 (??/??/92)  136.076  (m)          446.44   (f) ADJ UNCH    2 0
 CS1415
 CS1415.Superseded values are not recommended for survey control.
 CS1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1415.See file dsdata.txt to determine how the superseded data were derived.
 CS1415
 CS1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB288245(NAD 83)
 CS1415_MARKER: DB = BENCH MARK DISK
 CS1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1415_STAMPING: V 184 1952
 CS1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1415+STABILITY: SURFACE MOTION
 CS1415
 CS1415  HISTORY     - Date     Condition        Report By
 CS1415  HISTORY     - 1952     MONUMENTED       CGS
 CS1415  HISTORY     - 1958     GOOD             NGS
 CS1415
 CS1415                          STATION DESCRIPTION
 CS1415
 CS1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1415'4.2 MI SE FROM MESQUITE.
 CS1415'0.3 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS1415'MESQUITE, THENCE 0.8 MILE SOUTH ALONG SOUTH CARVER STREET, THENCE 3.1
 CS1415'MILES SOUTHEAST ALONG AN OILED ROAD, AT THE COLE AIRPORT, 47 FEET
 CS1415'NORTHEAST OF THE CENTER OF A STEEL GATE, 54.6 FEET SOUTHEAST OF THE
 CS1415'NORTHEAST CORNER OF A HANGAR, 4.5 FEET NORTH OF THE NORTHWEST CORNER
 CS1415'OF A SMALL SMOKE HOUSE, 17 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CS1415'SMALL CHICKEN HOUSE, 1 FOOT NORTHWEST OF A FENCE, SET IN THE TOP OF A
 CS1415'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- IT IS IN THE
 CS1415'BACK YARD OF THE J M COLE FARM AND NEAR THE NW CORNER OF THE YARD.
 CS1415
 CS1415                          STATION RECOVERY (1958)
 CS1415
 CS1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0296 ***********************************************************************
 DN0296  DESIGNATION -  V 185
 DN0296  PID         -  DN0296
 DN0296  STATE/COUNTY-  TX/COLLIN
 DN0296  USGS QUAD   -  MARILEE (1961)
 DN0296
 DN0296                         *CURRENT SURVEY CONTROL
 DN0296  ___________________________________________________________________
 DN0296* NAD 83(1986)-  33 23 11.     (N)    096 46 00.     (W)     SCALED    
 DN0296* NAVD 88     -       212.311  (meters)     696.56   (feet)  ADJUSTED  
 DN0296  ___________________________________________________________________
 DN0296  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 DN0296  DYNAMIC HT  -         212.088 (meters)     695.83  (feet)  COMP
 DN0296  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 DN0296
 DN0296  VERT ORDER  -  SECOND    CLASS 0
 DN0296
 DN0296.The horizontal coordinates were scaled from a topographic map and have
 DN0296.an estimated accuracy of +/- 6 seconds.
 DN0296
 DN0296.The orthometric height was determined by differential leveling
 DN0296.and adjusted by the National Geodetic Survey in June 1991..
 DN0296
 DN0296.The geoid height was determined by GEOID03.
 DN0296
 DN0296.The dynamic height is computed by dividing the NAVD 88
 DN0296.geopotential number by the normal gravity value computed on the
 DN0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0296.degrees latitude (g = 980.6199 gals.).
 DN0296
 DN0296.The modeled gravity was interpolated from observed gravity values.
 DN0296
 DN0296;                    North         East    Units  Estimated Accuracy
 DN0296;SPC TXNC     - 2,192,030.      761,250.      MT  (+/- 180 meters Scaled)
 DN0296
 DN0296                          SUPERSEDED SURVEY CONTROL
 DN0296
 DN0296  NGVD 29 (??/??/92)  212.319  (m)          696.58   (f) ADJ UNCH    2 0
 DN0296
 DN0296.Superseded values are not recommended for survey control.
 DN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0296.See file dsdata.txt to determine how the superseded data were derived.
 DN0296
 DN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB077963(NAD 83)
 DN0296_MARKER: DB = BENCH MARK DISK
 DN0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0296_STAMPING: V 185 1952
 DN0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0296+STABILITY: SURFACE MOTION
 DN0296
 DN0296  HISTORY     - Date     Condition        Report By
 DN0296  HISTORY     - 1952     MONUMENTED       CGS
 DN0296  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0296
 DN0296                          STATION DESCRIPTION
 DN0296
 DN0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0296'4.15 MI N FROM CELINA.
 DN0296'4.15 MILES NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0296'FROM THE STATION AT CELINA, 140 FEET NORTHWEST OF THE CENTER OF A
 DN0296'PRIVATE ROAD CROSSING, 30 FEET WEST OF THE WEST RAIL, 17 FEET EAST OF
 DN0296'A FENCE, 6 FEET SOUTH OF A TELEPHONE POLE, 3 FEET NORTH OF A WITNESS
 DN0296'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 DN0296'THE GROUND.
 DN0296
 DN0296                          STATION RECOVERY (1994)
 DN0296
 DN0296'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0260 ***********************************************************************
 DO0260  DESIGNATION -  V 186
 DO0260  PID         -  DO0260
 DO0260  STATE/COUNTY-  TX/YOUNG
 DO0260  USGS QUAD   -  OLNEY (1981)
 DO0260
 DO0260                         *CURRENT SURVEY CONTROL
 DO0260  ___________________________________________________________________
 DO0260* NAD 83(1986)-  33 22 11.     (N)    098 45 13.     (W)     SCALED    
 DO0260* NAVD 88     -       360.845  (meters)    1183.87   (feet)  ADJUSTED  
 DO0260  ___________________________________________________________________
 DO0260  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DO0260  DYNAMIC HT  -         360.427 (meters)    1182.50  (feet)  COMP
 DO0260  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 DO0260
 DO0260  VERT ORDER  -  SECOND    CLASS 0
 DO0260
 DO0260.The horizontal coordinates were scaled from a topographic map and have
 DO0260.an estimated accuracy of +/- 6 seconds.
 DO0260
 DO0260.The orthometric height was determined by differential leveling
 DO0260.and adjusted by the National Geodetic Survey in June 1991..
 DO0260
 DO0260.The geoid height was determined by GEOID03.
 DO0260
 DO0260.The dynamic height is computed by dividing the NAVD 88
 DO0260.geopotential number by the normal gravity value computed on the
 DO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0260.degrees latitude (g = 980.6199 gals.).
 DO0260
 DO0260.The modeled gravity was interpolated from observed gravity values.
 DO0260
 DO0260;                    North         East    Units  Estimated Accuracy
 DO0260;SPC TXNC     - 2,188,880.      576,400.      MT  (+/- 180 meters Scaled)
 DO0260
 DO0260                          SUPERSEDED SURVEY CONTROL
 DO0260
 DO0260  NGVD 29 (??/??/92)  360.740  (m)         1183.53   (f) ADJ UNCH    2 0
 DO0260
 DO0260.Superseded values are not recommended for survey control.
 DO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0260.See file dsdata.txt to determine how the superseded data were derived.
 DO0260
 DO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB229923(NAD 83)
 DO0260_MARKER: DB = BENCH MARK DISK
 DO0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0260_SP_SET: LANDING
 DO0260_STAMPING: V 186 1933
 DO0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO0260+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2001
 DO0260
 DO0260  HISTORY     - Date     Condition        Report By
 DO0260  HISTORY     - 1933     MONUMENTED       CGS
 DO0260  HISTORY     - 1963     GOOD             USGS
 DO0260  HISTORY     - 20010313 GOOD             LOCSUR
 DO0260  HISTORY     - 20050416 GOOD             USPSQD
 DO0260
 DO0260                          STATION DESCRIPTION
 DO0260
 DO0260'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO0260'IN OLNEY.
 DO0260'AT OLNEY, YOUNG COUNTY, AT THE INTERSECTION OF GRAND AVENUE AND
 DO0260'HAMILTON STREET, AT THE WEST ENTRANCE TO THE CITY HALL, 11 FEET SOUTH
 DO0260'OF THE MAIN ENTRANCE, AND IN THE TOP OF THE CONCRETE LANDING. A
 DO0260'STANDARD DISK, STAMPED V 186 1933.
 DO0260
 DO0260                          STATION RECOVERY (2001)
 DO0260
 DO0260'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (LJL)
 DO0260'RECOVERED IN GOOD CONDITION.
 DO0260
 DO0260                          STATION RECOVERY (2005)
 DO0260
 DO0260'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0589 ***********************************************************************
 DO0589  DESIGNATION -  V 187
 DO0589  PID         -  DO0589
 DO0589  STATE/COUNTY-  TX/KNOX
 DO0589  USGS QUAD   -  VERA (1966)
 DO0589
 DO0589                         *CURRENT SURVEY CONTROL
 DO0589  ___________________________________________________________________
 DO0589* NAD 83(1986)-  33 37 36.     (N)    099 30 53.     (W)     SCALED    
 DO0589* NAVD 88     -       437.685  (meters)    1435.97   (feet)  ADJUSTED  
 DO0589  ___________________________________________________________________
 DO0589  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DO0589  DYNAMIC HT  -         437.182 (meters)    1434.32  (feet)  COMP
 DO0589  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 DO0589
 DO0589  VERT ORDER  -  SECOND    CLASS 0
 DO0589
 DO0589.The horizontal coordinates were scaled from a topographic map and have
 DO0589.an estimated accuracy of +/- 6 seconds.
 DO0589
 DO0589.The orthometric height was determined by differential leveling
 DO0589.and adjusted by the National Geodetic Survey in June 1991..
 DO0589
 DO0589.The geoid height was determined by GEOID03.
 DO0589
 DO0589.The dynamic height is computed by dividing the NAVD 88
 DO0589.geopotential number by the normal gravity value computed on the
 DO0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0589.degrees latitude (g = 980.6199 gals.).
 DO0589
 DO0589.The modeled gravity was interpolated from observed gravity values.
 DO0589
 DO0589;                    North         East    Units  Estimated Accuracy
 DO0589;SPC TXNC     - 2,217,800.      505,860.      MT  (+/- 180 meters Scaled)
 DO0589
 DO0589                          SUPERSEDED SURVEY CONTROL
 DO0589
 DO0589  NGVD 29 (??/??/92)  437.553  (m)         1435.54   (f) ADJ UNCH    2 0
 DO0589
 DO0589.Superseded values are not recommended for survey control.
 DO0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0589.See file dsdata.txt to determine how the superseded data were derived.
 DO0589
 DO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC522208(NAD 83)
 DO0589_MARKER: DB = BENCH MARK DISK
 DO0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0589_STAMPING: V-187 1933
 DO0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0589+STABILITY: SURFACE MOTION
 DO0589
 DO0589  HISTORY     - Date     Condition        Report By
 DO0589  HISTORY     - 1933     MONUMENTED       CGS
 DO0589  HISTORY     - 1958     GOOD             NGS
 DO0589
 DO0589                          STATION DESCRIPTION
 DO0589
 DO0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0589'3.0 MI E FROM VERA.
 DO0589'3.0 MILES EAST OF, ALONG HIGHWAY NO. 24.  42 FEET SOUTH OF CENTER OF
 DO0589'HIGHWAY, 21 FEET WEST OF CENTER OF CROSS ROAD, AT FENCE CORNER.
 DO0589
 DO0589                          STATION RECOVERY (1958)
 DO0589
 DO0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DO0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0210 ***********************************************************************
 CT0210  DESIGNATION -  V 188
 CT0210  PID         -  CT0210
 CT0210  STATE/COUNTY-  TX/EASTLAND
 CT0210  USGS QUAD   -  CISCO NORTH (1987)
 CT0210
 CT0210                         *CURRENT SURVEY CONTROL
 CT0210  ___________________________________________________________________
 CT0210* NAD 83(1986)-  32 23 17.     (N)    098 58 47.     (W)     SCALED    
 CT0210* NAVD 88     -       497.131  (meters)    1631.00   (feet)  ADJUSTED  
 CT0210  ___________________________________________________________________
 CT0210  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 CT0210  DYNAMIC HT  -         496.489 (meters)    1628.90  (feet)  COMP
 CT0210  MODELED GRAV-     979,331.8   (mgal)                       NAVD 88
 CT0210
 CT0210  VERT ORDER  -  SECOND    CLASS 0
 CT0210
 CT0210.The horizontal coordinates were scaled from a topographic map and have
 CT0210.an estimated accuracy of +/- 6 seconds.
 CT0210
 CT0210.The orthometric height was determined by differential leveling
 CT0210.and adjusted by the National Geodetic Survey in June 1991..
 CT0210
 CT0210.The geoid height was determined by GEOID03.
 CT0210
 CT0210.The dynamic height is computed by dividing the NAVD 88
 CT0210.geopotential number by the normal gravity value computed on the
 CT0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0210.degrees latitude (g = 980.6199 gals.).
 CT0210
 CT0210.The modeled gravity was interpolated from observed gravity values.
 CT0210
 CT0210;                    North         East    Units  Estimated Accuracy
 CT0210;SPC TXNC     - 2,080,100.      554,860.      MT  (+/- 180 meters Scaled)
 CT0210
 CT0210                          SUPERSEDED SURVEY CONTROL
 CT0210
 CT0210  NGVD 29 (??/??/92)  497.02   (m)         1630.6    (f) COMPUTED    2 0
 CT0210
 CT0210.Superseded values are not recommended for survey control.
 CT0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0210.See file dsdata.txt to determine how the superseded data were derived.
 CT0210
 CT0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA019834(NAD 83)
 CT0210_MARKER: DB = BENCH MARK DISK
 CT0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0210_SP_SET: BUILDING
 CT0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0210
 CT0210  HISTORY     - Date     Condition        Report By
 CT0210  HISTORY     - UNK      MONUMENTED       CGS
 CT0210  HISTORY     - 1933     GOOD             NGS
 CT0210  HISTORY     - 1939     MARK NOT FOUND   NGS
 CT0210
 CT0210                          STATION DESCRIPTION
 CT0210
 CT0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0210'IN CISCO.
 CT0210'IN WEST WARD SCHOOL BUILDING, AT SOUTH SIDE OF EAST ENTRANCE.
 CT0210
 CT0210                          STATION RECOVERY (1939)
 CT0210
 CT0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 CT0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0204 ***********************************************************************
 DO0204  DESIGNATION -  V 189
 DO0204  PID         -  DO0204
 DO0204  STATE/COUNTY-  TX/JACK
 DO0204  USGS QUAD   -  SENATE (1981)
 DO0204
 DO0204                         *CURRENT SURVEY CONTROL
 DO0204  ___________________________________________________________________
 DO0204* NAD 83(1986)-  33 10 32.     (N)    098 16 47.     (W)     SCALED    
 DO0204* NAVD 88     -       368.250  (meters)    1208.17   (feet)  ADJUSTED  
 DO0204  ___________________________________________________________________
 DO0204  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DO0204  DYNAMIC HT  -         367.821 (meters)    1206.76  (feet)  COMP
 DO0204  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 DO0204
 DO0204  VERT ORDER  -  SECOND    CLASS 0
 DO0204
 DO0204.The horizontal coordinates were scaled from a topographic map and have
 DO0204.an estimated accuracy of +/- 6 seconds.
 DO0204
 DO0204.The orthometric height was determined by differential leveling
 DO0204.and adjusted by the National Geodetic Survey in June 1991..
 DO0204
 DO0204.The geoid height was determined by GEOID03.
 DO0204
 DO0204.The dynamic height is computed by dividing the NAVD 88
 DO0204.geopotential number by the normal gravity value computed on the
 DO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0204.degrees latitude (g = 980.6199 gals.).
 DO0204
 DO0204.The modeled gravity was interpolated from observed gravity values.
 DO0204
 DO0204;                    North         East    Units  Estimated Accuracy
 DO0204;SPC TXNC     - 2,167,340.      620,540.      MT  (+/- 180 meters Scaled)
 DO0204
 DO0204                          SUPERSEDED SURVEY CONTROL
 DO0204
 DO0204  NGVD 29 (??/??/92)  368.166  (m)         1207.89   (f) ADJ UNCH    2 0
 DO0204
 DO0204.Superseded values are not recommended for survey control.
 DO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0204.See file dsdata.txt to determine how the superseded data were derived.
 DO0204
 DO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB671709(NAD 83)
 DO0204_MARKER: DB = BENCH MARK DISK
 DO0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0204_SP_SET: MONUMENT
 DO0204_STAMPING: 1207.891 V189 1933
 DO0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0204
 DO0204  HISTORY     - Date     Condition        Report By
 DO0204  HISTORY     - 1933     MONUMENTED       CGS
 DO0204  HISTORY     - 1950     GOOD             NGS
 DO0204  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0204
 DO0204                          STATION DESCRIPTION
 DO0204
 DO0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0204'06.2 MI E FROM BRYSON.
 DO0204'ABOUT 06.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND GULF RAILWAY
 DO0204'FROM BRYSON, JACK COUNTY, 42 FEET NORTH OF THE CENTERLINE OF THE
 DO0204'TRACKS, 50 FEET SOUTH OF THE CENTERLINE OF THE STATE HIGHWAY NO. 24,
 DO0204'AND 42 FEET WEST OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTH FROM
 DO0204'THE HIGHWAY.  IT IS ABOUT 200 YARDS SOUTHWEST OF A LARGE WHITE HOUSE
 DO0204'WHICH IS NORTH OF THE HIGHWAY.  A STANDARD DISK IN THE TOP OF A BADLY
 DO0204'BATTERED CONCRETE MONUMENT BUT STILL FIRMLY IN PLACE, PROJECTING 4
 DO0204'INCHES.
 DO0204
 DO0204                          STATION RECOVERY (2001)
 DO0204
 DO0204'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0771 ***********************************************************************
 DN0771  DESIGNATION -  V 190
 DN0771  PID         -  DN0771
 DN0771  STATE/COUNTY-  TX/WISE
 DN0771  USGS QUAD   -  DECATUR (1972)
 DN0771
 DN0771                         *CURRENT SURVEY CONTROL
 DN0771  ___________________________________________________________________
 DN0771* NAD 83(1986)-  33 14 05.     (N)    097 35 15.     (W)     SCALED    
 DN0771* NAVD 88     -       338.666  (meters)    1111.11   (feet)  ADJUSTED  
 DN0771  ___________________________________________________________________
 DN0771  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DN0771  DYNAMIC HT  -         338.273 (meters)    1109.82  (feet)  COMP
 DN0771  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 DN0771
 DN0771  VERT ORDER  -  FIRST     CLASS II
 DN0771
 DN0771.The horizontal coordinates were scaled from a topographic map and have
 DN0771.an estimated accuracy of +/- 6 seconds.
 DN0771
 DN0771.The orthometric height was determined by differential leveling
 DN0771.and adjusted by the National Geodetic Survey in June 1991..
 DN0771
 DN0771.The geoid height was determined by GEOID03.
 DN0771
 DN0771.The dynamic height is computed by dividing the NAVD 88
 DN0771.geopotential number by the normal gravity value computed on the
 DN0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0771.degrees latitude (g = 980.6199 gals.).
 DN0771
 DN0771.The modeled gravity was interpolated from observed gravity values.
 DN0771
 DN0771;                    North         East    Units  Estimated Accuracy
 DN0771;SPC TXNC     - 2,174,250.      685,040.      MT  (+/- 180 meters Scaled)
 DN0771
 DN0771                          SUPERSEDED SURVEY CONTROL
 DN0771
 DN0771  NGVD 29 (??/??/92)  338.586  (m)         1110.84   (f) ADJ UNCH    1 2
 DN0771
 DN0771.Superseded values are not recommended for survey control.
 DN0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0771.See file dsdata.txt to determine how the superseded data were derived.
 DN0771
 DN0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB316781(NAD 83)
 DN0771_MARKER: DB = BENCH MARK DISK
 DN0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0771_SP_SET: CONCRETE BASE
 DN0771_STAMPING: V 190 1933 1110.857
 DN0771_MARK LOGO: CGS   
 DN0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0771
 DN0771  HISTORY     - Date     Condition        Report By
 DN0771  HISTORY     - 1933     MONUMENTED       CGS
 DN0771  HISTORY     - 1952     GOOD             NGS
 DN0771  HISTORY     - 1984     GOOD             NGS
 DN0771  HISTORY     - 19990827 GOOD             USPSQD
 DN0771
 DN0771                          STATION DESCRIPTION
 DN0771
 DN0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0771'IN DECATUR.
 DN0771'AT DECATUR, SET IN THE TOP OF THE SOUTHEAST SIDE OF THE CONCRETE BASE
 DN0771'OF THE SOUTHWEST LEG OF THE WATER TOWER, 1.6 FEET ABOVE THE GROUND.
 DN0771
 DN0771                          STATION RECOVERY (1984)
 DN0771
 DN0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0771'RECOVERED IN GOOD CONDITION.
 DN0771
 DN0771                          STATION RECOVERY (1999)
 DN0771
 DN0771'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0306 ***********************************************************************
 CT0306  DESIGNATION -  V 191
 CT0306  PID         -  CT0306
 CT0306  STATE/COUNTY-  TX/STEPHENS
 CT0306  USGS QUAD   -  BRECKENRIDGE (1958)
 CT0306
 CT0306                         *CURRENT SURVEY CONTROL
 CT0306  ___________________________________________________________________
 CT0306* NAD 83(1986)-  32 45 23.     (N)    098 54 13.     (W)     SCALED    
 CT0306* NAVD 88     -       366.565  (meters)    1202.64   (feet)  ADJUSTED  
 CT0306  ___________________________________________________________________
 CT0306  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT0306  DYNAMIC HT  -         366.108 (meters)    1201.14  (feet)  COMP
 CT0306  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 CT0306
 CT0306  VERT ORDER  -  SECOND    CLASS 0
 CT0306
 CT0306.The horizontal coordinates were scaled from a topographic map and have
 CT0306.an estimated accuracy of +/- 6 seconds.
 CT0306
 CT0306.The orthometric height was determined by differential leveling
 CT0306.and adjusted by the National Geodetic Survey in June 1991..
 CT0306
 CT0306.The geoid height was determined by GEOID03.
 CT0306
 CT0306.The dynamic height is computed by dividing the NAVD 88
 CT0306.geopotential number by the normal gravity value computed on the
 CT0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0306.degrees latitude (g = 980.6199 gals.).
 CT0306
 CT0306.The modeled gravity was interpolated from observed gravity values.
 CT0306
 CT0306;                    North         East    Units  Estimated Accuracy
 CT0306;SPC TXNC     - 2,120,910.      562,180.      MT  (+/- 180 meters Scaled)
 CT0306
 CT0306                          SUPERSEDED SURVEY CONTROL
 CT0306
 CT0306  NGVD 29 (??/??/92)  366.466  (m)         1202.31   (f) ADJ UNCH    2 0
 CT0306
 CT0306.Superseded values are not recommended for survey control.
 CT0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0306.See file dsdata.txt to determine how the superseded data were derived.
 CT0306
 CT0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB090242(NAD 83)
 CT0306_MARKER: DB = BENCH MARK DISK
 CT0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0306_SP_SET: BUILDING
 CT0306_STAMPING: V 191 1933
 CT0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0306
 CT0306  HISTORY     - Date     Condition        Report By
 CT0306  HISTORY     - 1933     MONUMENTED       CGS
 CT0306  HISTORY     - 1957     GOOD             NGS
 CT0306
 CT0306                          STATION DESCRIPTION
 CT0306
 CT0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0306'IN BRECKENRIDGE.
 CT0306'AT BRECKENRIDGE, STEPHENS COUNTY, AT THE NORTHEAST CORNER OF THE
 CT0306'INTERSECTION OF NORTH COURT AND WEST ELM STREETS, AT THE MUNICIPAL
 CT0306'BUILDING, 14 FEET WEST OF THE CENTER OF THE ENTRANCE, AND IN THE
 CT0306'NORTHWEST CORNER OF THE ENTRANCE TERRACE.  A STANDARD DISK, STAMPED V
 CT0306'191 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0227 ***********************************************************************
 CT0227  DESIGNATION -  V 193
 CT0227  PID         -  CT0227
 CT0227  STATE/COUNTY-  TX/COMANCHE
 CT0227  USGS QUAD   -  GORMAN (1968)
 CT0227
 CT0227                         *CURRENT SURVEY CONTROL
 CT0227  ___________________________________________________________________
 CT0227* NAD 83(1986)-  32 10 52.     (N)    098 38 16.     (W)     SCALED    
 CT0227* NAVD 88     -       412.638  (meters)    1353.80   (feet)  ADJUSTED  
 CT0227  ___________________________________________________________________
 CT0227  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CT0227  DYNAMIC HT  -         412.110 (meters)    1352.06  (feet)  COMP
 CT0227  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 CT0227
 CT0227  VERT ORDER  -  SECOND    CLASS 0
 CT0227
 CT0227.The horizontal coordinates were scaled from a topographic map and have
 CT0227.an estimated accuracy of +/- 6 seconds.
 CT0227
 CT0227.The orthometric height was determined by differential leveling
 CT0227.and adjusted by the National Geodetic Survey in June 1991..
 CT0227
 CT0227.The geoid height was determined by GEOID03.
 CT0227
 CT0227.The dynamic height is computed by dividing the NAVD 88
 CT0227.geopotential number by the normal gravity value computed on the
 CT0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0227.degrees latitude (g = 980.6199 gals.).
 CT0227
 CT0227.The modeled gravity was interpolated from observed gravity values.
 CT0227
 CT0227;                    North         East    Units  Estimated Accuracy
 CT0227;SPC TX C     - 3,279,980.      859,910.      MT  (+/- 180 meters Scaled)
 CT0227
 CT0227                          SUPERSEDED SURVEY CONTROL
 CT0227
 CT0227  NGVD 29 (??/??/92)  412.543  (m)         1353.48   (f) ADJ UNCH    2 0
 CT0227
 CT0227.Superseded values are not recommended for survey control.
 CT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0227.See file dsdata.txt to determine how the superseded data were derived.
 CT0227
 CT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA341605(NAD 83)
 CT0227_MARKER: DB = BENCH MARK DISK
 CT0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0227+STABILITY: SURFACE MOTION
 CT0227
 CT0227  HISTORY     - Date     Condition        Report By
 CT0227  HISTORY     - UNK      MONUMENTED       CGS
 CT0227  HISTORY     - 1933     GOOD             NGS
 CT0227  HISTORY     - 1968     MARK NOT FOUND   USGS
 CT0227
 CT0227                          STATION DESCRIPTION
 CT0227
 CT0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0227'2.6 MI W FROM RUCKER.
 CT0227'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, IN MONUMENT APPROXIMATELY
 CT0227'170 FEET EAST OF RAILROAD BRIDGE 127.0, 69 FEET WEST OF MILEPOST 127,
 CT0227'AND 48 FEET SOUTH OF CENTER OF TRACK.
 CT0227
 CT0227                          STATION RECOVERY (1968)
 CT0227
 CT0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CT0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0147 ***********************************************************************
 CT0147  DESIGNATION -  V 194
 CT0147  PID         -  CT0147
 CT0147  STATE/COUNTY-  TX/ERATH
 CT0147  USGS QUAD   -  CLAIRETTE (1979)
 CT0147
 CT0147                         *CURRENT SURVEY CONTROL
 CT0147  ___________________________________________________________________
 CT0147* NAD 83(1986)-  32 00 06.     (N)    098 04 54.     (W)     SCALED    
 CT0147* NAVD 88     -       317.541  (meters)    1041.80   (feet)  ADJUSTED  
 CT0147  ___________________________________________________________________
 CT0147  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CT0147  DYNAMIC HT  -         317.139 (meters)    1040.48  (feet)  COMP
 CT0147  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 CT0147
 CT0147  VERT ORDER  -  SECOND    CLASS 0
 CT0147
 CT0147.The horizontal coordinates were scaled from a topographic map and have
 CT0147.an estimated accuracy of +/- 6 seconds.
 CT0147
 CT0147.The orthometric height was determined by differential leveling
 CT0147.and adjusted by the National Geodetic Survey in June 1991..
 CT0147
 CT0147.The geoid height was determined by GEOID03.
 CT0147
 CT0147.The dynamic height is computed by dividing the NAVD 88
 CT0147.geopotential number by the normal gravity value computed on the
 CT0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0147.degrees latitude (g = 980.6199 gals.).
 CT0147
 CT0147.The modeled gravity was interpolated from observed gravity values.
 CT0147
 CT0147;                    North         East    Units  Estimated Accuracy
 CT0147;SPC TXNC     - 2,037,230.      639,530.      MT  (+/- 180 meters Scaled)
 CT0147
 CT0147                          SUPERSEDED SURVEY CONTROL
 CT0147
 CT0147  NGVD 29 (??/??/92)  317.469  (m)         1041.56   (f) ADJ UNCH    2 0
 CT0147
 CT0147.Superseded values are not recommended for survey control.
 CT0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0147.See file dsdata.txt to determine how the superseded data were derived.
 CT0147
 CT0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA867409(NAD 83)
 CT0147_MARKER: DB = BENCH MARK DISK
 CT0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0147_SP_SET: ABUTMENT
 CT0147_STAMPING: V 194 1933 1041.563
 CT0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0147
 CT0147  HISTORY     - Date     Condition        Report By
 CT0147  HISTORY     - 1933     MONUMENTED       CGS
 CT0147  HISTORY     - 1954     GOOD             NGS
 CT0147  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0147
 CT0147                          STATION DESCRIPTION
 CT0147
 CT0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0147'5.6 MI W FROM HICO.
 CT0147'IN ERATH COUNTY, 5.6 MILES WEST ALONG THE M.K.T.R.R. FROM THE STATION
 CT0147'IN HICO, HAMILTON COUNTY, AT BRIDGE 88.1 OVER BOSQUE RIVER AND ABOUT
 CT0147'100 YARDS EAST OF A NORTH-SOUTH ROAD WHICH LEADS FROM CLAIRETTE TO
 CT0147'HICO.  THE ROAD CROSSES THE BOSQUE IN THE SAME VICINITY.  THE MARK IS
 CT0147'A STANDARD DISK STAMPED AS ABOVE AND SET IN THE TOP OF THE NORTH SIDE
 CT0147'OF THE WEST CONCRETE ABUTMENT AND IS ABOUT 8 FEET BELOW THE TRACKS.
 CT0147
 CT0147                          STATION RECOVERY (1995)
 CT0147
 CT0147'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0768 ***********************************************************************
 BZ0768  DESIGNATION -  V 195
 BZ0768  PID         -  BZ0768
 BZ0768  STATE/COUNTY-  TX/HILL
 BZ0768  USGS QUAD   -  PEORIA (1976)
 BZ0768
 BZ0768                         *CURRENT SURVEY CONTROL
 BZ0768  ___________________________________________________________________
 BZ0768* NAD 83(1986)-  31 59 16.     (N)    097 12 06.     (W)     SCALED    
 BZ0768* NAVD 88     -       201.667  (meters)     661.64   (feet)  ADJUSTED  
 BZ0768  ___________________________________________________________________
 BZ0768  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BZ0768  DYNAMIC HT  -         201.418 (meters)     660.82  (feet)  COMP
 BZ0768  MODELED GRAV-     979,402.1   (mgal)                       NAVD 88
 BZ0768
 BZ0768  VERT ORDER  -  SECOND    CLASS 0
 BZ0768
 BZ0768.The horizontal coordinates were scaled from a topographic map and have
 BZ0768.an estimated accuracy of +/- 6 seconds.
 BZ0768
 BZ0768.The orthometric height was determined by differential leveling
 BZ0768.and adjusted by the National Geodetic Survey in June 1991..
 BZ0768
 BZ0768.The geoid height was determined by GEOID03.
 BZ0768
 BZ0768.The dynamic height is computed by dividing the NAVD 88
 BZ0768.geopotential number by the normal gravity value computed on the
 BZ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0768.degrees latitude (g = 980.6199 gals.).
 BZ0768
 BZ0768.The modeled gravity was interpolated from observed gravity values.
 BZ0768
 BZ0768;                    North         East    Units  Estimated Accuracy
 BZ0768;SPC TXNC     - 2,036,370.      722,700.      MT  (+/- 180 meters Scaled)
 BZ0768
 BZ0768                          SUPERSEDED SURVEY CONTROL
 BZ0768
 BZ0768  NGVD 29 (??/??/92)  201.626  (m)          661.50   (f) ADJ UNCH    2 0
 BZ0768
 BZ0768.Superseded values are not recommended for survey control.
 BZ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0768.See file dsdata.txt to determine how the superseded data were derived.
 BZ0768
 BZ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA698404(NAD 83)
 BZ0768_MARKER: DB = BENCH MARK DISK
 BZ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0768_STAMPING: V 195 1933 666
 BZ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0768+STABILITY: SURFACE MOTION
 BZ0768
 BZ0768  HISTORY     - Date     Condition        Report By
 BZ0768  HISTORY     - 1933     MONUMENTED       CGS
 BZ0768  HISTORY     - 1958     GOOD             NGS
 BZ0768  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 BZ0768  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0768
 BZ0768                          STATION DESCRIPTION
 BZ0768
 BZ0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BZ0768'4.4 MI W FROM HILLSBORO.
 BZ0768'IT IS 4.4 MILES WEST OF THE COURT HOUSE SQUARE IN HILLSBORO, ALONG THE
 BZ0768'SOUTH SIDE OF HIGHWAY NO. 22, IN THE FRONT YARD OF A LARGE WHITE FARM
 BZ0768'HOUSE, ABOUT 200 FEET NORTHWEST OF THE HOUSE, 100 FEET WEST OF THE
 BZ0768'ENTRANCE ROAD TO THE FARM YARD, 45 FEET EAST OF A FENCE CORNER AND A
 BZ0768'STOCK LANE, ABOUT 52 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2
 BZ0768'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE.  A STANDARD DISK IN A
 BZ0768'CONCRETE POST PROJECTING ABOUT 2 INCHES.
 BZ0768
 BZ0768                          STATION RECOVERY (1995)
 BZ0768
 BZ0768'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0768'MARK NOT FOUND.
 BZ0768
 BZ0768                          STATION RECOVERY (2003)
 BZ0768
 BZ0768'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0393 ***********************************************************************
 BM0393  DESIGNATION -  V 196
 BM0393  PID         -  BM0393
 BM0393  STATE/COUNTY-  TX/MILAM
 BM0393  USGS QUAD   -  ROCKDALE WEST (1989)
 BM0393
 BM0393                         *CURRENT SURVEY CONTROL
 BM0393  ___________________________________________________________________
 BM0393* NAD 83(1986)-  30 38 57.     (N)    097 00 44.     (W)     SCALED    
 BM0393* NAVD 88     -       138.95   (+/-2cm)     455.9    (feet)  VERTCON   
 BM0393  ___________________________________________________________________
 BM0393  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0393
 BM0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0393
 BM0393.The horizontal coordinates were scaled from a topographic map and have
 BM0393.an estimated accuracy of +/- 6 seconds.
 BM0393
 BM0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0393.The vertical order pertains to the NGVD 29 superseded value.
 BM0393
 BM0393.The geoid height was determined by GEOID03.
 BM0393
 BM0393;                    North         East    Units  Estimated Accuracy
 BM0393;SPC TX C     - 3,113,670.    1,018,260.      MT  (+/- 180 meters Scaled)
 BM0393
 BM0393                          SUPERSEDED SURVEY CONTROL
 BM0393
 BM0393  NGVD 29 (??/??/92)  138.883  (m)          455.65   (f) ADJ UNCH    2 0
 BM0393
 BM0393.Superseded values are not recommended for survey control.
 BM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0393.See file dsdata.txt to determine how the superseded data were derived.
 BM0393
 BM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU904924(NAD 83)
 BM0393_MARKER: DB = BENCH MARK DISK
 BM0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0393_SP_SET: CULVERT
 BM0393_STAMPING: V 196 1933
 BM0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0393
 BM0393  HISTORY     - Date     Condition        Report By
 BM0393  HISTORY     - 1933     MONUMENTED       CGS
 BM0393  HISTORY     - 1962     MARK NOT FOUND   USGS
 BM0393  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0393
 BM0393                          STATION DESCRIPTION
 BM0393
 BM0393'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BM0393'1.2 MI SW FROM ROCKDALE.
 BM0393'1.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0393'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM ROCKDALE, MILAM COUNTY,
 BM0393'0.1 MILE WEST OF MILEPOST 120, AT A CONCRETE CULVERT, AND IN THE TOP
 BM0393'OF THE SOUTHEAST CORNER.  NOTE-- THE RAILROAD TRACK WAS IMPROVED.
 BM0393
 BM0393                          STATION RECOVERY (1999)
 BM0393
 BM0393'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0996 ***********************************************************************
 BZ0996  DESIGNATION -  V 198
 BZ0996  PID         -  BZ0996
 BZ0996  STATE/COUNTY-  TX/CORYELL
 BZ0996  USGS QUAD   -  NORTH FORT HOOD (1994)
 BZ0996
 BZ0996                         *CURRENT SURVEY CONTROL
 BZ0996  ___________________________________________________________________
 BZ0996* NAD 83(1986)-  31 21 25.     (N)    097 39 02.     (W)     SCALED    
 BZ0996* NAVD 88     -       219.193  (meters)     719.14   (feet)  ADJUSTED  
 BZ0996  ___________________________________________________________________
 BZ0996  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BZ0996  DYNAMIC HT  -         218.904 (meters)     718.19  (feet)  COMP
 BZ0996  MODELED GRAV-     979,318.0   (mgal)                       NAVD 88
 BZ0996
 BZ0996  VERT ORDER  -  SECOND    CLASS 0
 BZ0996
 BZ0996.The horizontal coordinates were scaled from a topographic map and have
 BZ0996.an estimated accuracy of +/- 6 seconds.
 BZ0996
 BZ0996.The orthometric height was determined by differential leveling
 BZ0996.and adjusted by the National Geodetic Survey in June 1991..
 BZ0996
 BZ0996.The geoid height was determined by GEOID03.
 BZ0996
 BZ0996.The dynamic height is computed by dividing the NAVD 88
 BZ0996.geopotential number by the normal gravity value computed on the
 BZ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0996.degrees latitude (g = 980.6199 gals.).
 BZ0996
 BZ0996.The modeled gravity was interpolated from observed gravity values.
 BZ0996
 BZ0996;                    North         East    Units  Estimated Accuracy
 BZ0996;SPC TX C     - 3,190,460.      955,210.      MT  (+/- 180 meters Scaled)
 BZ0996
 BZ0996                          SUPERSEDED SURVEY CONTROL
 BZ0996
 BZ0996  NGVD 29 (??/??/92)  219.140  (m)          718.96   (f) ADJ UNCH    2 0
 BZ0996
 BZ0996.Superseded values are not recommended for survey control.
 BZ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0996.See file dsdata.txt to determine how the superseded data were derived.
 BZ0996
 BZ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV283699(NAD 83)
 BZ0996_MARKER: DB = BENCH MARK DISK
 BZ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0996_STAMPING: V 198 1933
 BZ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0996+STABILITY: SURFACE MOTION
 BZ0996
 BZ0996  HISTORY     - Date     Condition        Report By
 BZ0996  HISTORY     - 1933     MONUMENTED       CGS
 BZ0996  HISTORY     - 1957     GOOD             DOD
 BZ0996
 BZ0996                          STATION DESCRIPTION
 BZ0996
 BZ0996'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0996'7.9 MI SE FROM GATESVILLE.
 BZ0996'7.9 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0996'GATESVILLE, CORYELL COUNTY, 90 FEET SOUTHWEST OF POLE 715+3, 20 FEET
 BZ0996'WEST OF THE CENTERLINE OF A FARM ROAD, AND 50 FEET SOUTH OF THE
 BZ0996'CENTERLINE OF THE TRACK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0801 ***********************************************************************
 BZ0801  DESIGNATION -  V 199
 BZ0801  PID         -  BZ0801
 BZ0801  STATE/COUNTY-  TX/BELL
 BZ0801  USGS QUAD   -  TEMPLE (1993)
 BZ0801
 BZ0801                         *CURRENT SURVEY CONTROL
 BZ0801  ___________________________________________________________________
 BZ0801* NAD 83(1986)-  31 01 38.     (N)    097 21 45.     (W)     SCALED    
 BZ0801* NAVD 88     -       178.205  (meters)     584.66   (feet)  ADJUSTED  
 BZ0801  ___________________________________________________________________
 BZ0801  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BZ0801  DYNAMIC HT  -         177.970 (meters)     583.89  (feet)  COMP
 BZ0801  MODELED GRAV-     979,318.2   (mgal)                       NAVD 88
 BZ0801
 BZ0801  VERT ORDER  -  FIRST     CLASS II
 BZ0801
 BZ0801.The horizontal coordinates were scaled from a topographic map and have
 BZ0801.an estimated accuracy of +/- 6 seconds.
 BZ0801
 BZ0801.The orthometric height was determined by differential leveling
 BZ0801.and adjusted by the National Geodetic Survey in June 1991..
 BZ0801
 BZ0801.The geoid height was determined by GEOID03.
 BZ0801
 BZ0801.The dynamic height is computed by dividing the NAVD 88
 BZ0801.geopotential number by the normal gravity value computed on the
 BZ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0801.degrees latitude (g = 980.6199 gals.).
 BZ0801
 BZ0801.The modeled gravity was interpolated from observed gravity values.
 BZ0801
 BZ0801;                    North         East    Units  Estimated Accuracy
 BZ0801;SPC TX C     - 3,154,610.      983,580.      MT  (+/- 180 meters Scaled)
 BZ0801
 BZ0801                          SUPERSEDED SURVEY CONTROL
 BZ0801
 BZ0801  NGVD 29 (??/??/92)  178.139  (m)          584.44   (f) ADJ UNCH    1 2
 BZ0801
 BZ0801.Superseded values are not recommended for survey control.
 BZ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0801.See file dsdata.txt to determine how the superseded data were derived.
 BZ0801
 BZ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV562337(NAD 83)
 BZ0801_MARKER: DB = BENCH MARK DISK
 BZ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0801_STAMPING: V-199 1933
 BZ0801_MARK LOGO: CGS   
 BZ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0801+STABILITY: SURFACE MOTION
 BZ0801
 BZ0801  HISTORY     - Date     Condition        Report By
 BZ0801  HISTORY     - 1933     MONUMENTED       CGS
 BZ0801  HISTORY     - 1938     GOOD             NGS
 BZ0801  HISTORY     - 1980     POOR             NGS
 BZ0801  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0801
 BZ0801                          STATION DESCRIPTION
 BZ0801
 BZ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0801'4.9 MI N FROM LITTLE RIVER.
 BZ0801'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, 75 FEET SOUTHWEST OF
 BZ0801'MILEPOST 885, 45 FEET SOUTHWEST OF CENTER OF TRACK, AT RIGHT OF WAY
 BZ0801'FENCE LINE.  NOTE-- 10 FT. N. OF TEL. POLE.
 BZ0801
 BZ0801                          STATION RECOVERY (1938)
 BZ0801
 BZ0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BZ0801'RECOVERED IN GOOD CONDITION.
 BZ0801
 BZ0801                          STATION RECOVERY (1980)
 BZ0801
 BZ0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0801'MARK RECOVERED IN POOR CONDITION.
 BZ0801
 BZ0801                          STATION RECOVERY (2003)
 BZ0801
 BZ0801'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0191 ***********************************************************************
 EO0191  DESIGNATION -  V 20
 EO0191  PID         -  EO0191
 EO0191  STATE/COUNTY-  TX/PARMER
 EO0191  USGS QUAD   -  SUMMERFIELD (1966)
 EO0191
 EO0191                         *CURRENT SURVEY CONTROL
 EO0191  ___________________________________________________________________
 EO0191* NAD 83(1986)-  34 40 57.     (N)    102 36 36.     (W)     SCALED    
 EO0191* NAVD 88     -      1217.979  (meters)    3995.99   (feet)  POSTED    
 EO0191  ___________________________________________________________________
 EO0191  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 EO0191  DYNAMIC HT  -        1216.420 (meters)    3990.87  (feet)  COMP
 EO0191  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 EO0191
 EO0191  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EO0191
 EO0191.The horizontal coordinates were scaled from a topographic map and have
 EO0191.an estimated accuracy of +/- 6 seconds.
 EO0191
 EO0191.The orthometric height was determined by differential leveling
 EO0191.and adjusted by the National Geodetic Survey in 1992..
 EO0191.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EO0191.rate of 0.0 thru 1.0 mm/km.
 EO0191
 EO0191.The geoid height was determined by GEOID03.
 EO0191
 EO0191.The dynamic height is computed by dividing the NAVD 88
 EO0191.geopotential number by the normal gravity value computed on the
 EO0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0191.degrees latitude (g = 980.6199 gals.).
 EO0191
 EO0191.The modeled gravity was interpolated from observed gravity values.
 EO0191
 EO0191;                    North         East    Units  Estimated Accuracy
 EO0191;SPC TX N     - 1,076,290.       98,280.      MT  (+/- 180 meters Scaled)
 EO0191
 EO0191                          SUPERSEDED SURVEY CONTROL
 EO0191
 EO0191.No superseded survey control is available for this station.
 EO0191
 EO0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU189404(NAD 83)
 EO0191_MARKER: Z = SEE DESCRIPTION
 EO0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0191+STABILITY: SURFACE MOTION
 EO0191
 EO0191  HISTORY     - Date     Condition        Report By
 EO0191  HISTORY     - UNK      MONUMENTED       CGS
 EO0191  HISTORY     - 1958     MARK NOT FOUND   NGS
 EO0191
 EO0191                          STATION DESCRIPTION
 EO0191
 EO0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0191'IN BLACK.
 EO0191'AT BLACK PARMER COUNTY, JUST OUTSIDE OF THE PANHANDLE AND SANTA FE
 EO0191'RAILWAY RIGHT OF WAY, ABOUT 220 YARDS SOUTHWEST OF THE STATION SIGN,
 EO0191'AT A SEMAPHORE ABOUT 21 YARDS SOUTH OF THE TRACK, AND ON THE NORTH
 EO0191'SIDE OF THE GRADED ROAD.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A
 EO0191'STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0699 ***********************************************************************
 BM0699  DESIGNATION -  V 200
 BM0699  PID         -  BM0699
 BM0699  STATE/COUNTY-  TX/WILLIAMSON
 BM0699  USGS QUAD   -  LEANDER (1987)
 BM0699
 BM0699                         *CURRENT SURVEY CONTROL
 BM0699  ___________________________________________________________________
 BM0699* NAD 83(1986)-  30 33 29.     (N)    097 50 35.     (W)     SCALED    
 BM0699* NAVD 88     -       300.469  (meters)     985.79   (feet)  ADJUSTED  
 BM0699  ___________________________________________________________________
 BM0699  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BM0699  DYNAMIC HT  -         300.061 (meters)     984.45  (feet)  COMP
 BM0699  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 BM0699
 BM0699  VERT ORDER  -  SECOND    CLASS 0
 BM0699
 BM0699.The horizontal coordinates were scaled from a topographic map and have
 BM0699.an estimated accuracy of +/- 6 seconds.
 BM0699
 BM0699.The orthometric height was determined by differential leveling
 BM0699.and adjusted by the National Geodetic Survey in June 1991..
 BM0699
 BM0699.The geoid height was determined by GEOID03.
 BM0699
 BM0699.The dynamic height is computed by dividing the NAVD 88
 BM0699.geopotential number by the normal gravity value computed on the
 BM0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0699.degrees latitude (g = 980.6199 gals.).
 BM0699
 BM0699.The modeled gravity was interpolated from observed gravity values.
 BM0699
 BM0699;                    North         East    Units  Estimated Accuracy
 BM0699;SPC TX C     - 3,101,490.      938,880.      MT  (+/- 180 meters Scaled)
 BM0699
 BM0699                          SUPERSEDED SURVEY CONTROL
 BM0699
 BM0699  NGVD 29 (??/??/92)  300.395  (m)          985.55   (f) ADJ UNCH    2 0
 BM0699
 BM0699.Superseded values are not recommended for survey control.
 BM0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0699.See file dsdata.txt to determine how the superseded data were derived.
 BM0699
 BM0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU109811(NAD 83)
 BM0699_MARKER: DB = BENCH MARK DISK
 BM0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0699_STAMPING: V-200 1933
 BM0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0699+STABILITY: SURFACE MOTION
 BM0699
 BM0699  HISTORY     - Date     Condition        Report By
 BM0699  HISTORY     - 1933     MONUMENTED       CGS
 BM0699  HISTORY     - 19860301 MARK NOT FOUND   USGS
 BM0699  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0699
 BM0699                          STATION DESCRIPTION
 BM0699
 BM0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0699'1.6 MI SE FROM LEANDER.
 BM0699'ALONG TEXAS AND NEW ORLEANS RAILROAD, 350 FEET SOUTHEAST OF MILEPOST
 BM0699'30, AT CATTLE GUARD NO. 29-G, 46 FEET SOUTHWEST OF CENTER OF TRACK, 36
 BM0699'FEET NORTHEAST OF CENTERLINE OF STATE HIGHWAY NO. 29, 19 FEET
 BM0699'NORTHWEST OF CENTERLINE OF CROSS ROAD, IN CORNER OF RIGHT OF WAY
 BM0699'FENCE.
 BM0699
 BM0699                          STATION RECOVERY (1986)
 BM0699
 BM0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 BM0699'MARK NOT FOUND.
 BM0699
 BM0699                          STATION RECOVERY (1999)
 BM0699
 BM0699'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0642 ***********************************************************************
 BM0642  DESIGNATION -  V 201
 BM0642  PID         -  BM0642
 BM0642  STATE/COUNTY-  TX/TRAVIS
 BM0642  USGS QUAD   -  OAK HILL (1988)
 BM0642
 BM0642                         *CURRENT SURVEY CONTROL
 BM0642  ___________________________________________________________________
 BM0642* NAD 83(1986)-  30 14 11.     (N)    097 50 36.     (W)     SCALED    
 BM0642* NAVD 88     -       229.702  (meters)     753.61   (feet)  ADJUSTED  
 BM0642  ___________________________________________________________________
 BM0642  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BM0642  DYNAMIC HT  -         229.385 (meters)     752.57  (feet)  COMP
 BM0642  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 BM0642
 BM0642  VERT ORDER  -  SECOND    CLASS 0
 BM0642
 BM0642.The horizontal coordinates were scaled from a topographic map and have
 BM0642.an estimated accuracy of +/- 6 seconds.
 BM0642
 BM0642.The orthometric height was determined by differential leveling
 BM0642.and adjusted by the National Geodetic Survey in June 1991..
 BM0642
 BM0642.The geoid height was determined by GEOID03.
 BM0642
 BM0642.The dynamic height is computed by dividing the NAVD 88
 BM0642.geopotential number by the normal gravity value computed on the
 BM0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0642.degrees latitude (g = 980.6199 gals.).
 BM0642
 BM0642.The modeled gravity was interpolated from observed gravity values.
 BM0642
 BM0642;                    North         East    Units  Estimated Accuracy
 BM0642;SPC TX C     - 3,065,840.      939,650.      MT  (+/- 180 meters Scaled)
 BM0642
 BM0642                          SUPERSEDED SURVEY CONTROL
 BM0642
 BM0642  NGVD 29 (??/??/92)  229.608  (m)          753.31   (f) ADJ UNCH    2 0
 BM0642
 BM0642.Superseded values are not recommended for survey control.
 BM0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0642.See file dsdata.txt to determine how the superseded data were derived.
 BM0642
 BM0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU112455(NAD 83)
 BM0642_MARKER: DB = BENCH MARK DISK
 BM0642_SETTING: 80 = SET IN A BOULDER
 BM0642_SP_SET: BOULDER
 BM0642_STAMPING: V 201 1933
 BM0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0642+STABILITY: SURFACE MOTION
 BM0642
 BM0642  HISTORY     - Date     Condition        Report By
 BM0642  HISTORY     - 1933     MONUMENTED       CGS
 BM0642  HISTORY     - 1953     GOOD             NGS
 BM0642  HISTORY     - 1973     MARK NOT FOUND   NGS
 BM0642  HISTORY     - 19860601 MARK NOT FOUND   USGS
 BM0642  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0642
 BM0642                          STATION DESCRIPTION
 BM0642
 BM0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0642'7.15 MI SW FROM AUSTIN.
 BM0642'7.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 BM0642'CONGRESS AVENUE AT AUSTIN, 78 FEET SOUTH OF THE CENTER LINE OF THE
 BM0642'HIGHWAY, 72 FEET NORTH OF THE CENTER LINE OF AN OILED ROAD LEADING
 BM0642'SOUTHWEST, 107 FEET NORTHEAST OF A 36 INCH OAK TREE, 0.7 FOOT ABOVE
 BM0642'THE GROUND, SET IN THE TOP OF THE CENTER OF A SMALL LIMESTONE BOULDER.
 BM0642'NOTE-- NEW BUILDING +N APPROX. LOCATION OF BM.
 BM0642
 BM0642                          STATION RECOVERY (1973)
 BM0642
 BM0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0642'MARK NOT FOUND.
 BM0642
 BM0642                          STATION RECOVERY (1986)
 BM0642
 BM0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 BM0642'MARK NOT FOUND.
 BM0642
 BM0642                          STATION RECOVERY (1995)
 BM0642
 BM0642'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0102 ***********************************************************************
 BN0102  DESIGNATION -  V 202 RESET 1939
 BN0102  PID         -  BN0102
 BN0102  STATE/COUNTY-  TX/BLANCO
 BN0102  USGS QUAD   -  JOHNSON CITY (1982)
 BN0102
 BN0102                         *CURRENT SURVEY CONTROL
 BN0102  ___________________________________________________________________
 BN0102* NAD 83(1986)-  30 15 46.     (N)    098 28 30.     (W)     SCALED    
 BN0102* NAVD 88     -       417.815  (meters)    1370.78   (feet)  POSTED    
 BN0102  ___________________________________________________________________
 BN0102  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 BN0102  DYNAMIC HT  -         417.240 (meters)    1368.89  (feet)  COMP
 BN0102  MODELED GRAV-     979,246.1   (mgal)                       NAVD 88
 BN0102
 BN0102  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0102
 BN0102.The horizontal coordinates were scaled from a topographic map and have
 BN0102.an estimated accuracy of +/- 6 seconds.
 BN0102
 BN0102.The orthometric height was determined by differential leveling
 BN0102.and adjusted by the National Geodetic Survey in 1992..
 BN0102.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0102.rate of 1.1 thru 2.0 mm/km.
 BN0102
 BN0102.The geoid height was determined by GEOID03.
 BN0102
 BN0102.The dynamic height is computed by dividing the NAVD 88
 BN0102.geopotential number by the normal gravity value computed on the
 BN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0102.degrees latitude (g = 980.6199 gals.).
 BN0102
 BN0102.The modeled gravity was interpolated from observed gravity values.
 BN0102
 BN0102;                    North         East    Units  Estimated Accuracy
 BN0102;SPC TX C     - 3,067,580.      878,820.      MT  (+/- 180 meters Scaled)
 BN0102
 BN0102                          SUPERSEDED SURVEY CONTROL
 BN0102
 BN0102  NGVD 29 (??/??/92)  417.739  (m)         1370.53   (f) ADJ UNCH    2 0
 BN0102
 BN0102.Superseded values are not recommended for survey control.
 BN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0102.See file dsdata.txt to determine how the superseded data were derived.
 BN0102
 BN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU505480(NAD 83)
 BN0102_MARKER: DB = BENCH MARK DISK
 BN0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0102_SP_SET: BRIDGE
 BN0102_STAMPING: V 202 RESET 1939
 BN0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0102
 BN0102  HISTORY     - Date     Condition        Report By
 BN0102  HISTORY     - 1939     MONUMENTED       CGS
 BN0102  HISTORY     - 1953     GOOD             NGS
 BN0102  HISTORY     - 1960     MARK NOT FOUND   USGS
 BN0102  HISTORY     - 19910318 GOOD             USPSQD
 BN0102
 BN0102                          STATION DESCRIPTION
 BN0102
 BN0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0102'4.1 MI W FROM JOHNSON CITY.
 BN0102'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0102'CITY, THENCE 4.0 MILES WEST ALONG U.S. HIGHWAY 290, 13 FEET SOUTH OF
 BN0102'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 BN0102'WINGWALL OF A CONCRETE BRIDGE OVER TOEHEAD CREEK.
 BN0102
 BN0102                          STATION RECOVERY (1960)
 BN0102
 BN0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BN0102'MARK NOT FOUND.
 BN0102
 BN0102                          STATION RECOVERY (1991)
 BN0102
 BN0102'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0286 ***********************************************************************
 AJ0286  DESIGNATION -  V 203
 AJ0286  PID         -  AJ0286
 AJ0286  STATE/COUNTY-  TX/BROOKS
 AJ0286  USGS QUAD   -  FALFURRIAS (1963)
 AJ0286
 AJ0286                         *CURRENT SURVEY CONTROL
 AJ0286  ___________________________________________________________________
 AJ0286* NAD 83(1986)-  27 13 32.     (N)    098 08 38.     (W)     SCALED    
 AJ0286* NAVD 88     -        37.766  (meters)     123.90   (feet)  ADJUSTED  
 AJ0286  ___________________________________________________________________
 AJ0286  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AJ0286  DYNAMIC HT  -          37.706 (meters)     123.71  (feet)  COMP
 AJ0286  MODELED GRAV-     979,068.0   (mgal)                       NAVD 88
 AJ0286
 AJ0286  VERT ORDER  -  SECOND    CLASS 0
 AJ0286
 AJ0286.The horizontal coordinates were scaled from a topographic map and have
 AJ0286.an estimated accuracy of +/- 6 seconds.
 AJ0286
 AJ0286.The orthometric height was determined by differential leveling
 AJ0286.and adjusted by the National Geodetic Survey in June 1991..
 AJ0286
 AJ0286.The geoid height was determined by GEOID03.
 AJ0286
 AJ0286.The dynamic height is computed by dividing the NAVD 88
 AJ0286.geopotential number by the normal gravity value computed on the
 AJ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0286.degrees latitude (g = 980.6199 gals.).
 AJ0286
 AJ0286.The modeled gravity was interpolated from observed gravity values.
 AJ0286
 AJ0286;                    North         East    Units  Estimated Accuracy
 AJ0286;SPC TX S     - 5,172,760.      335,270.      MT  (+/- 180 meters Scaled)
 AJ0286
 AJ0286                          SUPERSEDED SURVEY CONTROL
 AJ0286
 AJ0286  NGVD 29 (??/??/92)   37.862  (m)          124.22   (f) ADJ UNCH    2 0
 AJ0286
 AJ0286.Superseded values are not recommended for survey control.
 AJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0286.See file dsdata.txt to determine how the superseded data were derived.
 AJ0286
 AJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR847117(NAD 83)
 AJ0286_MARKER: DB = BENCH MARK DISK
 AJ0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0286_SP_SET: STEP
 AJ0286_STAMPING: V 203 1934
 AJ0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0286
 AJ0286  HISTORY     - Date     Condition        Report By
 AJ0286  HISTORY     - 1934     MONUMENTED       CGS
 AJ0286  HISTORY     - 1942     GOOD             NGS
 AJ0286
 AJ0286                          STATION DESCRIPTION
 AJ0286
 AJ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0286'IN FALFURRIAS.
 AJ0286'BENCH MARK IS AT THE COUNTY COURT HOUSE AT FALFURRIAS, SET
 AJ0286'HORIZONTALLY IN THE TOP CONCRETE STEP AT THE WEST ENTRANCE TO COURT
 AJ0286'HOUSE.  IT IS ABOUT 112.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 AJ0286'NO. 281 AND 5.0 FEET WEST OF DOOR.  A STD. DISK SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0002 ***********************************************************************
 BM0002  DESIGNATION -  V 204
 BM0002  PID         -  BM0002
 BM0002  STATE/COUNTY-  TX/MADISON
 BM0002  USGS QUAD   -  NORTH ZULCH (1989)
 BM0002
 BM0002                         *CURRENT SURVEY CONTROL
 BM0002  ___________________________________________________________________
 BM0002* NAD 83(1986)-  30 58 18.     (N)    096 06 32.     (W)     SCALED    
 BM0002* NAVD 88     -       110.93   (+/-2cm)     363.9    (feet)  VERTCON   
 BM0002  ___________________________________________________________________
 BM0002  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BM0002
 BM0002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0002
 BM0002.The horizontal coordinates were scaled from a topographic map and have
 BM0002.an estimated accuracy of +/- 6 seconds.
 BM0002
 BM0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0002.The vertical order pertains to the NGVD 29 superseded value.
 BM0002
 BM0002.The geoid height was determined by GEOID03.
 BM0002
 BM0002;                    North         East    Units  Estimated Accuracy
 BM0002;SPC TX C     - 3,152,330.    1,103,430.      MT  (+/- 180 meters Scaled)
 BM0002
 BM0002                          SUPERSEDED SURVEY CONTROL
 BM0002
 BM0002  NGVD 29 (??/??/92)  110.907  (m)          363.87   (f) ADJ UNCH    2 0
 BM0002
 BM0002.Superseded values are not recommended for survey control.
 BM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0002.See file dsdata.txt to determine how the superseded data were derived.
 BM0002
 BM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV761300(NAD 83)
 BM0002_MARKER: DB = BENCH MARK DISK
 BM0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0002_STAMPING: V 204 1933 363.884
 BM0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0002+STABILITY: SURFACE MOTION
 BM0002
 BM0002  HISTORY     - Date     Condition        Report By
 BM0002  HISTORY     - 1933     MONUMENTED       CGS
 BM0002  HISTORY     - 1947     GOOD             NGS
 BM0002
 BM0002                          STATION DESCRIPTION
 BM0002
 BM0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BM0002'4.0 MI S FROM NORMANGEE.
 BM0002'ABOUT 4.0 MILES SOUTH ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM
 BM0002'THE STATION AT NORMANGEE TO THE SITE OF THE BENCH MARK.  THE MARK IS
 BM0002'AT A ROAD CROSSING AND A ROAD JUNCTION, ABOUT 49 YARDS SOUTHEAST OF
 BM0002'THE POST OFFICE AT GEORGE, 88 FEET SOUTH OF THE CENTER LINE OF AN
 BM0002'EAST-WEST ROAD, 57 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 BM0002'42 FEET WEST OF AND 3 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 12
 BM0002'FEET SOUTH OF A POLE, AND 3 FEET EAST OF A 4X4 MARKER POST. A BRONZE
 BM0002'DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS 4 INCHES ABOVE THE
 BM0002'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0818 ***********************************************************************
 BL0818  DESIGNATION -  V 205
 BL0818  PID         -  BL0818
 BL0818  STATE/COUNTY-  TX/WALKER
 BL0818  USGS QUAD   -  PHELPS (1976)
 BL0818
 BL0818                         *CURRENT SURVEY CONTROL
 BL0818  ___________________________________________________________________
 BL0818* NAD 83(1986)-  30 42 19.     (N)    095 27 49.     (W)     SCALED    
 BL0818* NAVD 88     -       126.921  (meters)     416.41   (feet)  ADJUSTED  
 BL0818  ___________________________________________________________________
 BL0818  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BL0818  DYNAMIC HT  -         126.756 (meters)     415.87  (feet)  COMP
 BL0818  MODELED GRAV-     979,335.9   (mgal)                       NAVD 88
 BL0818
 BL0818  VERT ORDER  -  FIRST     CLASS I
 BL0818
 BL0818.The horizontal coordinates were scaled from a topographic map and have
 BL0818.an estimated accuracy of +/- 6 seconds.
 BL0818
 BL0818.The orthometric height was determined by differential leveling
 BL0818.and adjusted by the National Geodetic Survey in June 1991..
 BL0818
 BL0818.The geoid height was determined by GEOID03.
 BL0818
 BL0818.The dynamic height is computed by dividing the NAVD 88
 BL0818.geopotential number by the normal gravity value computed on the
 BL0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0818.degrees latitude (g = 980.6199 gals.).
 BL0818
 BL0818.The modeled gravity was interpolated from observed gravity values.
 BL0818
 BL0818;                    North         East    Units  Estimated Accuracy
 BL0818;SPC TX C     - 3,125,340.    1,166,310.      MT  (+/- 180 meters Scaled)
 BL0818
 BL0818                          SUPERSEDED SURVEY CONTROL
 BL0818
 BL0818  NGVD 29 (12/23/87)  126.929  (m)          416.43   (f) ADJUSTED    1 1
 BL0818
 BL0818.Superseded values are not recommended for survey control.
 BL0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0818.See file dsdata.txt to determine how the superseded data were derived.
 BL0818
 BL0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP640995(NAD 83)
 BL0818_MARKER: DB = BENCH MARK DISK
 BL0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0818_SP_SET: CONCRETE POST
 BL0818_STAMPING: V 205 1933 416.626
 BL0818_MARK LOGO: CGS   
 BL0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0818+STABILITY: SURFACE MOTION
 BL0818
 BL0818  HISTORY     - Date     Condition        Report By
 BL0818  HISTORY     - 1933     MONUMENTED       CGS
 BL0818  HISTORY     - 1960     GOOD             NGS
 BL0818  HISTORY     - 1978     GOOD             NGS
 BL0818  HISTORY     - 1987     GOOD             NGS
 BL0818
 BL0818                          STATION DESCRIPTION
 BL0818
 BL0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0818'1.5 MI W FROM PHELPS.
 BL0818'ABOUT 1.5 MILES WEST ALONG A BRANCH LINE OF THE MISSOURI PACIFIC
 BL0818'RAILROAD FROM THE STATION AT PHELPS, 6 POLES EAST OF MILEPOST 1/20, 51
 BL0818'1/2 FEET NORTH OF THE NORTH RAIL, 0.15 MILE EAST OF THE CREST OF A
 BL0818'HILL ON U. S. HIGHWAY 190, 46 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 BL0818'HIGHWAY, 30 FEET NORTHEAST OF A TELEPHONE POLE, 29, 8 FEET WEST OF A
 BL0818'CONCRETE HIGHWAY RIGHT OF WAY MARK, ABOUT 2 1/2 FEET ABOVE THE LEVEL
 BL0818'OF THE TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IN THE
 BL0818'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BL0818
 BL0818                          STATION RECOVERY (1978)
 BL0818
 BL0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0818'1.5 MILES WEST ALONG THE INTERNATIONAL GREAT NORTHERN RAILROAD
 BL0818'FROM THE STATION AT PHELPS, 0.2 MILE EAST OF A DIRT ROAD CROSSING,
 BL0818'58 YARDS SOUTHEAST OF MR. STEELY RESIDENTS, 165 FEET WEST OF A
 BL0818'36 INCH MANHOLE COVER, 52 FEET NORTH OF NORTH RAIL, 37 FEET SOUTH OF
 BL0818'CENTERLINE OF U.S. HIGHWAY 90, AND 1 FOOT SOUTH OF METAL WITNESS POST.
 BL0818
 BL0818                          STATION RECOVERY (1987)
 BL0818
 BL0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0818'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.5 KM (1.55
 BL0818'MI) NORTHWESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 BL0818'JUNCTION WITH SPUR 2296 IN PHELPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0070 ***********************************************************************
 BM0070  DESIGNATION -  V 206
 BM0070  PID         -  BM0070
 BM0070  STATE/COUNTY-  TX/GRIMES
 BM0070  USGS QUAD   -  COURTNEY (1989)
 BM0070
 BM0070                         *CURRENT SURVEY CONTROL
 BM0070  ___________________________________________________________________
 BM0070* NAD 83(1986)-  30 19 46.     (N)    096 04 19.     (W)     SCALED    
 BM0070* NAVD 88     -        56.58   (+/-2cm)     185.6    (feet)  VERTCON   
 BM0070  ___________________________________________________________________
 BM0070  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BM0070
 BM0070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0070
 BM0070.The horizontal coordinates were scaled from a topographic map and have
 BM0070.an estimated accuracy of +/- 6 seconds.
 BM0070
 BM0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0070.The vertical order pertains to the NGVD 29 superseded value.
 BM0070
 BM0070.The geoid height was determined by GEOID03.
 BM0070
 BM0070;                    North         East    Units  Estimated Accuracy
 BM0070;SPC TX C     - 3,081,320.    1,109,680.      MT  (+/- 180 meters Scaled)
 BM0070
 BM0070                          SUPERSEDED SURVEY CONTROL
 BM0070
 BM0070  NGVD 29 (??/??/92)   56.565  (m)          185.58   (f) ADJ UNCH    2 0
 BM0070
 BM0070.Superseded values are not recommended for survey control.
 BM0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0070.See file dsdata.txt to determine how the superseded data were derived.
 BM0070
 BM0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU815589(NAD 83)
 BM0070_MARKER: DB = BENCH MARK DISK
 BM0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0070_SP_SET: PIER
 BM0070_STAMPING: V-206 1933
 BM0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0070
 BM0070  HISTORY     - Date     Condition        Report By
 BM0070  HISTORY     - 1933     MONUMENTED       CGS
 BM0070  HISTORY     - 1954     GOOD             USGS
 BM0070  HISTORY     - 19910714 GOOD             USPSQD
 BM0070
 BM0070                          STATION DESCRIPTION
 BM0070
 BM0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0070'4.3 MI S FROM NAVASOTA.
 BM0070'4.3 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RAILROAD AT RAILROAD
 BM0070'BRIDGE NO. 66D, ABOUT 500 FEET SOUTH OF MILE POST 67, SET HORIZONTAL
 BM0070'ON THE WEST END OF THE NORTH CONCRETE PIER.
 BM0070
 BM0070                          STATION RECOVERY (1954)
 BM0070
 BM0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BM0070'RECOVERED IN GOOD CONDITION.
 BM0070
 BM0070                          STATION RECOVERY (1991)
 BM0070
 BM0070'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0219 ***********************************************************************
 BM0219  DESIGNATION -  V 207
 BM0219  PID         -  BM0219
 BM0219  STATE/COUNTY-  TX/BURLESON
 BM0219  USGS QUAD   -  SOMERVILLE (1988)
 BM0219
 BM0219                         *CURRENT SURVEY CONTROL
 BM0219  ___________________________________________________________________
 BM0219* NAD 83(1986)-  30 20 34.     (N)    096 31 26.     (W)     SCALED    
 BM0219* NAVD 88     -        75.93   (+/-2cm)     249.1    (feet)  VERTCON   
 BM0219  ___________________________________________________________________
 BM0219  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BM0219
 BM0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0219
 BM0219.The horizontal coordinates were scaled from a topographic map and have
 BM0219.an estimated accuracy of +/- 6 seconds.
 BM0219
 BM0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0219.The vertical order pertains to the NGVD 29 superseded value.
 BM0219
 BM0219.The geoid height was determined by GEOID03.
 BM0219
 BM0219;                    North         East    Units  Estimated Accuracy
 BM0219;SPC TX C     - 3,081,220.    1,066,200.      MT  (+/- 180 meters Scaled)
 BM0219
 BM0219                          SUPERSEDED SURVEY CONTROL
 BM0219
 BM0219  NGVD 29 (??/??/92)   75.894  (m)          249.00   (f) ADJ UNCH    2 0
 BM0219
 BM0219.Superseded values are not recommended for survey control.
 BM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0219.See file dsdata.txt to determine how the superseded data were derived.
 BM0219
 BM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU380593(NAD 83)
 BM0219_MARKER: DB = BENCH MARK DISK
 BM0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0219_SP_SET: CONCRETE BASE
 BM0219_STAMPING: V-207 1934
 BM0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0219
 BM0219  HISTORY     - Date     Condition        Report By
 BM0219  HISTORY     - 1934     MONUMENTED       CGS
 BM0219  HISTORY     - 1954     GOOD             NGS
 BM0219  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0219
 BM0219                          STATION DESCRIPTION
 BM0219
 BM0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0219'IN SOMERVILLE.
 BM0219'AT CITY WATER TOWER, SET HORIZONTAL IN THE CONCRETE BASE OF THE
 BM0219'SOUTHEAST LEG.
 BM0219
 BM0219                          STATION RECOVERY (1954)
 BM0219
 BM0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0219'RECOVERED IN GOOD CONDITION.
 BM0219
 BM0219                          STATION RECOVERY (1994)
 BM0219
 BM0219'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0201 ***********************************************************************
 BM0201  DESIGNATION -  V 208
 BM0201  PID         -  BM0201
 BM0201  STATE/COUNTY-  TX/AUSTIN
 BM0201  USGS QUAD   -  KENNEY (1989)
 BM0201
 BM0201                         *CURRENT SURVEY CONTROL
 BM0201  ___________________________________________________________________
 BM0201* NAD 83(1986)-  30 01 36.     (N)    096 18 13.     (W)     SCALED    
 BM0201* NAVD 88     -       100.36   (+/-2cm)     329.3    (feet)  VERTCON   
 BM0201  ___________________________________________________________________
 BM0201  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BM0201
 BM0201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0201
 BM0201.The horizontal coordinates were scaled from a topographic map and have
 BM0201.an estimated accuracy of +/- 6 seconds.
 BM0201
 BM0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0201.The vertical order pertains to the NGVD 29 superseded value.
 BM0201
 BM0201.The geoid height was determined by GEOID03.
 BM0201
 BM0201;                    North         East    Units  Estimated Accuracy
 BM0201;SPC TXSC     - 4,246,080.      860,060.      MT  (+/- 180 meters Scaled)
 BM0201
 BM0201                          SUPERSEDED SURVEY CONTROL
 BM0201
 BM0201  NGVD 29 (??/??/92)  100.326  (m)          329.15   (f) ADJ UNCH    2 0
 BM0201
 BM0201.Superseded values are not recommended for survey control.
 BM0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0201.See file dsdata.txt to determine how the superseded data were derived.
 BM0201
 BM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU600248(NAD 83)
 BM0201_MARKER: DB = BENCH MARK DISK
 BM0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0201_STAMPING: V 208 1933
 BM0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0201+STABILITY: SURFACE MOTION
 BM0201
 BM0201  HISTORY     - Date     Condition        Report By
 BM0201  HISTORY     - 1933     MONUMENTED       CGS
 BM0201  HISTORY     - 1954     GOOD             NGS
 BM0201
 BM0201                          STATION DESCRIPTION
 BM0201
 BM0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0201'1.8 MI SE FROM KENNEY.
 BM0201'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 BM0201'AT KENNEY, 195 FEET NORTHWEST OF MILEPOST 114, 0.15 MILE NORTHEAST OF
 BM0201'A FARMHOUSE, 43.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.9 FEET
 BM0201'SOUTHWEST OF A FENCE, 5 FEET ABOVE THE TOP OF THE RAILS, SET IN THE
 BM0201'TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1636 ***********************************************************************
 AX1636  DESIGNATION -  V 209
 AX1636  PID         -  AX1636
 AX1636  STATE/COUNTY-  TX/LAVACA
 AX1636  USGS QUAD   -  SWEET HOME (1987)
 AX1636
 AX1636                         *CURRENT SURVEY CONTROL
 AX1636  ___________________________________________________________________
 AX1636* NAD 83(1986)-  29 19 46.     (N)    097 06 12.     (W)     SCALED    
 AX1636* NAVD 88     -        81.47   (+/-2cm)     267.3    (feet)  VERTCON   
 AX1636  ___________________________________________________________________
 AX1636  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1636
 AX1636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1636
 AX1636.The horizontal coordinates were scaled from a topographic map and have
 AX1636.an estimated accuracy of +/- 6 seconds.
 AX1636
 AX1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1636.The vertical order pertains to the NGVD 29 superseded value.
 AX1636
 AX1636.The geoid height was determined by GEOID03.
 AX1636
 AX1636;                    North         East    Units  Estimated Accuracy
 AX1636;SPC TXSC     - 4,167,300.      784,190.      MT  (+/- 180 meters Scaled)
 AX1636
 AX1636                          SUPERSEDED SURVEY CONTROL
 AX1636
 AX1636  NGVD 29 (??/??/92)   81.462  (m)          267.26   (f) ADJ UNCH    2 0
 AX1636
 AX1636.Superseded values are not recommended for survey control.
 AX1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1636.See file dsdata.txt to determine how the superseded data were derived.
 AX1636
 AX1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT841459(NAD 83)
 AX1636_MARKER: DB = BENCH MARK DISK
 AX1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1636_STAMPING: V - 209 1934
 AX1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1636+STABILITY: SURFACE MOTION
 AX1636
 AX1636  HISTORY     - Date     Condition        Report By
 AX1636  HISTORY     - 1934     MONUMENTED       CGS
 AX1636  HISTORY     - 1962     GOOD             USGS
 AX1636
 AX1636                          STATION DESCRIPTION
 AX1636
 AX1636'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX1636'2.4 MI SW FROM SWEET HOME.
 AX1636'ABOUT 2.4 MILES SOUTHWEST ALONG THE ABONDON TEXAS AND NEW ORLEANS
 AX1636'RAILROAD FROM SWEET HOME, LAVACA COUNTY, AT BEND IN ROAD LEADING
 AX1636'NORTHWEST.  ABOUT 500 FEET SOUTHEAST OF A FARM HOUSE, 50 FEET
 AX1636'SOUTHEAST OF NORTHEAST ROAD, 61 FEET SOUTHWEST OF DIRT ROAD TO
 AX1636'NORTHWEST, AT EDGE OF CUT FROM ABANDON ROAD, A STANDARD DISK STAMPED V
 AX1636'- 209 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AX1636'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0499 ***********************************************************************
 CC0499  DESIGNATION -  V 21
 CC0499  PID         -  CC0499
 CC0499  STATE/COUNTY-  TX/REEVES
 CC0499  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0499
 CC0499                         *CURRENT SURVEY CONTROL
 CC0499  ___________________________________________________________________
 CC0499* NAD 83(1986)-  31 42 08.     (N)    103 41 44.     (W)     SCALED    
 CC0499* NAVD 88     -       819.391  (meters)    2688.29   (feet)  POSTED    
 CC0499  ___________________________________________________________________
 CC0499  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CC0499  DYNAMIC HT  -         818.180 (meters)    2684.31  (feet)  COMP
 CC0499  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 CC0499
 CC0499  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0499
 CC0499.The horizontal coordinates were scaled from a topographic map and have
 CC0499.an estimated accuracy of +/- 6 seconds.
 CC0499
 CC0499.The orthometric height was determined by differential leveling
 CC0499.and adjusted by the National Geodetic Survey in 1992..
 CC0499.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0499.rate of 4.1 thru 8.0 mm/km.
 CC0499
 CC0499.The geoid height was determined by GEOID03.
 CC0499
 CC0499.The dynamic height is computed by dividing the NAVD 88
 CC0499.geopotential number by the normal gravity value computed on the
 CC0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0499.degrees latitude (g = 980.6199 gals.).
 CC0499
 CC0499.The modeled gravity was interpolated from observed gravity values.
 CC0499
 CC0499;                    North         East    Units  Estimated Accuracy
 CC0499;SPC TX C     - 3,230,480.      381,330.      MT  (+/- 180 meters Scaled)
 CC0499
 CC0499                          SUPERSEDED SURVEY CONTROL
 CC0499
 CC0499.No superseded survey control is available for this station.
 CC0499
 CC0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR236081(NAD 83)
 CC0499_MARKER: X = CHISELED CROSS
 CC0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0499_SP_SET: MILEPOST
 CC0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0499
 CC0499  HISTORY     - Date     Condition        Report By
 CC0499  HISTORY     - UNK      MONUMENTED       CGS
 CC0499  HISTORY     - 1957     MARK NOT FOUND   NGS
 CC0499
 CC0499                          STATION DESCRIPTION
 CC0499
 CC0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0499'4.2 MI NW FROM ARNO.
 CC0499'ABOUT 0.3 MILE NORTH OF DIXIELAND, REEVES COUNTY, A CROSS CUT ON THE
 CC0499'TOP OF MILEPOST 247. OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY.
 CC0499'NOTE-- THE OLD MILEPOST WAS FOUND, BUT THERE WAS NO CHISELED CROSS ON
 CC0499'THE TOP.  THE TOP WAS BADLY BATTERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0124 ***********************************************************************
 AX0124  DESIGNATION -  V 210
 AX0124  PID         -  AX0124
 AX0124  STATE/COUNTY-  TX/COLORADO
 AX0124  USGS QUAD   -  ALTAIR (1981)
 AX0124
 AX0124                         *CURRENT SURVEY CONTROL
 AX0124  ___________________________________________________________________
 AX0124* NAD 83(1986)-  29 35 16.     (N)    096 24 15.     (W)     SCALED    
 AX0124* NAVD 88     -        53.11   (+/-2cm)     174.2    (feet)  VERTCON   
 AX0124  ___________________________________________________________________
 AX0124  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0124
 AX0124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0124
 AX0124.The horizontal coordinates were scaled from a topographic map and have
 AX0124.an estimated accuracy of +/- 6 seconds.
 AX0124
 AX0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0124.The vertical order pertains to the NGVD 29 superseded value.
 AX0124
 AX0124.The geoid height was determined by GEOID03.
 AX0124
 AX0124;                    North         East    Units  Estimated Accuracy
 AX0124;SPC TXSC     - 4,197,230.      851,440.      MT  (+/- 180 meters Scaled)
 AX0124
 AX0124                          SUPERSEDED SURVEY CONTROL
 AX0124
 AX0124  NGVD 29 (??/??/92)   53.095  (m)          174.20   (f) ADJ UNCH    2 0
 AX0124
 AX0124.Superseded values are not recommended for survey control.
 AX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0124.See file dsdata.txt to determine how the superseded data were derived.
 AX0124
 AX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT514759(NAD 83)
 AX0124_MARKER: DB = BENCH MARK DISK
 AX0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0124_STAMPING: 174.202 V 210 1934
 AX0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0124+STABILITY: SURFACE MOTION
 AX0124
 AX0124  HISTORY     - Date     Condition        Report By
 AX0124  HISTORY     - 1934     MONUMENTED       CGS
 AX0124
 AX0124                          STATION DESCRIPTION
 AX0124
 AX0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0124'4.6 MI W FROM EAGLE LAKE.
 AX0124'ABOUT 4.6 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0124'STATION AT EAGLE LAKE, COLORADO COUNTY, ABOUT 200 FEET SOUTHWEST OF
 AX0124'MILEPOST 66, AT A ROAD CROSSING, 73 FEET SOUTH OF THE CENTER LINE OF
 AX0124'THE TRACK, AND 28 FEET NORTHEAST OF THE ROAD.  A STANDARD DISK,
 AX0124'STAMPED 174.202 V 210 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0083 ***********************************************************************
 AX0083  DESIGNATION -  V 212
 AX0083  PID         -  AX0083
 AX0083  STATE/COUNTY-  TX/COLORADO
 AX0083  USGS QUAD   -  EAGLE LAKE (1981)
 AX0083
 AX0083                         *CURRENT SURVEY CONTROL
 AX0083  ___________________________________________________________________
 AX0083* NAD 83(1986)-  29 30 27.     (N)    096 19 39.     (W)     SCALED    
 AX0083* NAVD 88     -        51.95   (+/-2cm)     170.4    (feet)  VERTCON   
 AX0083  ___________________________________________________________________
 AX0083  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0083
 AX0083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0083
 AX0083.The horizontal coordinates were scaled from a topographic map and have
 AX0083.an estimated accuracy of +/- 6 seconds.
 AX0083
 AX0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0083.The vertical order pertains to the NGVD 29 superseded value.
 AX0083
 AX0083.The geoid height was determined by GEOID03.
 AX0083
 AX0083;                    North         East    Units  Estimated Accuracy
 AX0083;SPC TXSC     - 4,188,500.      859,070.      MT  (+/- 180 meters Scaled)
 AX0083
 AX0083                          SUPERSEDED SURVEY CONTROL
 AX0083
 AX0083  NGVD 29 (??/??/92)   51.942  (m)          170.41   (f) ADJ UNCH    2 0
 AX0083
 AX0083.Superseded values are not recommended for survey control.
 AX0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0083.See file dsdata.txt to determine how the superseded data were derived.
 AX0083
 AX0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT590671(NAD 83)
 AX0083_MARKER: DB = BENCH MARK DISK
 AX0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0083_STAMPING: 170.301 V 212 1934
 AX0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0083+STABILITY: SURFACE MOTION
 AX0083
 AX0083  HISTORY     - Date     Condition        Report By
 AX0083  HISTORY     - 1934     MONUMENTED       CGS
 AX0083  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0083
 AX0083                          STATION DESCRIPTION
 AX0083
 AX0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0083'0.25 MI SE FROM MATTHEWS.
 AX0083'ABOUT 1/4 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AX0083'FROM THE STATION AT MATTHEWS, COLORADO COUNTY, 81.3 FEET SOUTHEAST OF
 AX0083'MILE POLE 23, 46.2 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 2.5
 AX0083'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 2.3 FEET NORTHWEST OF A
 AX0083'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK. A
 AX0083'STANDARD DISK, STAMPED 170.301 V 212 1934 AND SET IN THE TOP OF A
 AX0083'CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 AX0083
 AX0083                          STATION RECOVERY (1991)
 AX0083
 AX0083'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1339 ***********************************************************************
 AY1339  DESIGNATION -  V 213
 AY1339  PID         -  AY1339
 AY1339  STATE/COUNTY-  TX/UVALDE
 AY1339  USGS QUAD   -  TRIO (1969)
 AY1339
 AY1339                         *CURRENT SURVEY CONTROL
 AY1339  ___________________________________________________________________
 AY1339* NAD 83(1986)-  29 22 44.     (N)    099 31 53.     (W)     SCALED    
 AY1339* NAVD 88     -       317.454  (meters)    1041.51   (feet)  POSTED    
 AY1339  ___________________________________________________________________
 AY1339  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AY1339  DYNAMIC HT  -         316.990 (meters)    1039.99  (feet)  COMP
 AY1339  MODELED GRAV-     979,175.5   (mgal)                       NAVD 88
 AY1339
 AY1339  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1339
 AY1339.The horizontal coordinates were scaled from a topographic map and have
 AY1339.an estimated accuracy of +/- 6 seconds.
 AY1339
 AY1339.The orthometric height was determined by differential leveling
 AY1339.and adjusted by the National Geodetic Survey in 1992..
 AY1339.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1339.rate of 1.1 thru 2.0 mm/km.
 AY1339
 AY1339.The geoid height was determined by GEOID03.
 AY1339
 AY1339.The dynamic height is computed by dividing the NAVD 88
 AY1339.geopotential number by the normal gravity value computed on the
 AY1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1339.degrees latitude (g = 980.6199 gals.).
 AY1339
 AY1339.The modeled gravity was interpolated from observed gravity values.
 AY1339
 AY1339;                    North         East    Units  Estimated Accuracy
 AY1339;SPC TXSC     - 4,171,410.      548,420.      MT  (+/- 180 meters Scaled)
 AY1339
 AY1339                          SUPERSEDED SURVEY CONTROL
 AY1339
 AY1339  NGVD 29 (??/??/92)  317.357  (m)         1041.20   (f) ADJ UNCH    2 0
 AY1339
 AY1339.Superseded values are not recommended for survey control.
 AY1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1339.See file dsdata.txt to determine how the superseded data were derived.
 AY1339
 AY1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT484500(NAD 83)
 AY1339_MARKER: DB = BENCH MARK DISK
 AY1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1339_STAMPING: V 213 1934
 AY1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1339+STABILITY: SURFACE MOTION
 AY1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1339+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 AY1339
 AY1339  HISTORY     - Date     Condition        Report By
 AY1339  HISTORY     - 1934     MONUMENTED       CGS
 AY1339  HISTORY     - 1953     GOOD             NGS
 AY1339  HISTORY     - 20040729 GOOD             USPSQD
 AY1339
 AY1339                          STATION DESCRIPTION
 AY1339
 AY1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1339'6.1 MI NW FROM SABINAL.
 AY1339'6.1 MILES NORTHWEST ALONG STATE HIGHWAY 127 FROM THE TEXAS AND NEW
 AY1339'ORLEANS RAILROAD STATION AT SABINAL, 53 FEET SOUTHWEST OF THE CENTER
 AY1339'LINE OF THE HIGHWAY, 102 FEET SOUTHWEST OF A POWER POLE, 25 FEET
 AY1339'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHWEST, 2 FEET
 AY1339'SOUTHWEST OF A FENCE CORNER, 2.4 FEET SOUTH OF A WITNESS POST, SET IN
 AY1339'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY1339
 AY1339                          STATION RECOVERY (2004)
 AY1339
 AY1339'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1447 ***********************************************************************
 AY1447  DESIGNATION -  V 214
 AY1447  PID         -  AY1447
 AY1447  STATE/COUNTY-  TX/REAL
 AY1447  USGS QUAD   -  BEE CAVE HOLLOW (1971)
 AY1447
 AY1447                         *CURRENT SURVEY CONTROL
 AY1447  ___________________________________________________________________
 AY1447* NAD 83(1986)-  29 55 47.     (N)    099 45 34.     (W)     SCALED    
 AY1447* NAVD 88     -       601.845  (meters)    1974.55   (feet)  ADJUSTED  
 AY1447  ___________________________________________________________________
 AY1447  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 AY1447  DYNAMIC HT  -         600.946 (meters)    1971.60  (feet)  COMP
 AY1447  MODELED GRAV-     979,130.1   (mgal)                       NAVD 88
 AY1447
 AY1447  VERT ORDER  -  SECOND    CLASS 0
 AY1447
 AY1447.The horizontal coordinates were scaled from a topographic map and have
 AY1447.an estimated accuracy of +/- 6 seconds.
 AY1447
 AY1447.The orthometric height was determined by differential leveling
 AY1447.and adjusted by the National Geodetic Survey in June 1991..
 AY1447
 AY1447.The geoid height was determined by GEOID03.
 AY1447
 AY1447.The dynamic height is computed by dividing the NAVD 88
 AY1447.geopotential number by the normal gravity value computed on the
 AY1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1447.degrees latitude (g = 980.6199 gals.).
 AY1447
 AY1447.The modeled gravity was interpolated from observed gravity values.
 AY1447
 AY1447;                    North         East    Units  Estimated Accuracy
 AY1447;SPC TXSC     - 4,232,580.      526,680.      MT  (+/- 180 meters Scaled)
 AY1447
 AY1447                          SUPERSEDED SURVEY CONTROL
 AY1447
 AY1447  NGVD 29 (??/??/92)  601.733  (m)         1974.19   (f) ADJ UNCH    2 0
 AY1447
 AY1447.Superseded values are not recommended for survey control.
 AY1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1447.See file dsdata.txt to determine how the superseded data were derived.
 AY1447
 AY1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU267112(NAD 83)
 AY1447_MARKER: DB = BENCH MARK DISK
 AY1447_SETTING: 66 = SET IN ROCK OUTCROP
 AY1447_SP_SET: LIMESTONE OUTCROP
 AY1447_STAMPING: V 214 1934
 AY1447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1447+STABILITY: POSITION/ELEVATION WELL
 AY1447
 AY1447  HISTORY     - Date     Condition        Report By
 AY1447  HISTORY     - 1934     MONUMENTED       CGS
 AY1447  HISTORY     - 1953     GOOD             NGS
 AY1447
 AY1447                          STATION DESCRIPTION
 AY1447
 AY1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1447'16.7 MI N FROM LEAKEY.
 AY1447'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1447'COURTHOUSE AT LEAKEY, THENCE 7.8 MILES NORTH ALONG RANCH ROAD 336,
 AY1447'THENCE 8.1 MILES NORTH ALONG A WINDING ROCKY ROAD, 95 FEET NORTHEAST
 AY1447'OF THE NORTHWEST END OF A GATE, 14 FEET NORTHWEST OF THE CENTER LINE
 AY1447'OF A ROAD, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF A 3X5 FOOT
 AY1447'LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0235 ***********************************************************************
 AO0235  DESIGNATION -  V 215
 AO0235  PID         -  AO0235
 AO0235  STATE/COUNTY-  TX/LA SALLE
 AO0235  USGS QUAD   -  WOODWARD (1974)
 AO0235
 AO0235                         *CURRENT SURVEY CONTROL
 AO0235  ___________________________________________________________________
 AO0235* NAD 83(1986)-  28 31 50.     (N)    099 19 06.     (W)     SCALED    
 AO0235* NAVD 88     -       151.102  (meters)     495.74   (feet)  ADJUSTED  
 AO0235  ___________________________________________________________________
 AO0235  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AO0235  DYNAMIC HT  -         150.876 (meters)     495.00  (feet)  COMP
 AO0235  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AO0235
 AO0235  VERT ORDER  -  SECOND    CLASS 0
 AO0235
 AO0235.The horizontal coordinates were scaled from a topographic map and have
 AO0235.an estimated accuracy of +/- 6 seconds.
 AO0235
 AO0235.The orthometric height was determined by differential leveling
 AO0235.and adjusted by the National Geodetic Survey in June 1991..
 AO0235
 AO0235.The geoid height was determined by GEOID03.
 AO0235
 AO0235.The dynamic height is computed by dividing the NAVD 88
 AO0235.geopotential number by the normal gravity value computed on the
 AO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0235.degrees latitude (g = 980.6199 gals.).
 AO0235
 AO0235.The modeled gravity was interpolated from observed gravity values.
 AO0235
 AO0235;                    North         East    Units  Estimated Accuracy
 AO0235;SPC TXSC     - 4,077,320.      568,840.      MT  (+/- 180 meters Scaled)
 AO0235
 AO0235                          SUPERSEDED SURVEY CONTROL
 AO0235
 AO0235  NGVD 29 (??/??/92)  151.021  (m)          495.47   (f) ADJ UNCH    2 0
 AO0235
 AO0235.Superseded values are not recommended for survey control.
 AO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0235.See file dsdata.txt to determine how the superseded data were derived.
 AO0235
 AO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS688560(NAD 83)
 AO0235_MARKER: DB = BENCH MARK DISK
 AO0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0235_SP_SET: MONUMENT
 AO0235_STAMPING: V-215 1934
 AO0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0235
 AO0235  HISTORY     - Date     Condition        Report By
 AO0235  HISTORY     - 1934     MONUMENTED       CGS
 AO0235  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0235
 AO0235                          STATION DESCRIPTION
 AO0235
 AO0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0235'IN WOODWARD.
 AO0235'ALONG THE S. A. U. AND G. R. R.  70 FEET SE OF SE CORNER OF ABANDONED
 AO0235'STATION AT WOODWARD.  46 FEET S OF CENTER-LINE OF TRACK.  3 FEET N OF
 AO0235'R/W FENCE.
 AO0235
 AO0235                          STATION RECOVERY (1974)
 AO0235
 AO0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0415 ***********************************************************************
 AO0415  DESIGNATION -  V 216
 AO0415  PID         -  AO0415
 AO0415  STATE/COUNTY-  TX/DIMMIT
 AO0415  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0415
 AO0415                         *CURRENT SURVEY CONTROL
 AO0415  ___________________________________________________________________
 AO0415* NAD 83(1986)-  28 32 21.     (N)    099 51 06.     (W)     SCALED    
 AO0415* NAVD 88     -       176.693  (meters)     579.70   (feet)  ADJUSTED  
 AO0415  ___________________________________________________________________
 AO0415  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AO0415  DYNAMIC HT  -         176.429 (meters)     578.83  (feet)  COMP
 AO0415  MODELED GRAV-     979,143.1   (mgal)                       NAVD 88
 AO0415
 AO0415  VERT ORDER  -  FIRST     CLASS II
 AO0415
 AO0415.The horizontal coordinates were scaled from a topographic map and have
 AO0415.an estimated accuracy of +/- 6 seconds.
 AO0415
 AO0415.The orthometric height was determined by differential leveling
 AO0415.and adjusted by the National Geodetic Survey in June 1991..
 AO0415
 AO0415.The geoid height was determined by GEOID03.
 AO0415
 AO0415.The dynamic height is computed by dividing the NAVD 88
 AO0415.geopotential number by the normal gravity value computed on the
 AO0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0415.degrees latitude (g = 980.6199 gals.).
 AO0415
 AO0415.The modeled gravity was interpolated from observed gravity values.
 AO0415
 AO0415;                    North         East    Units  Estimated Accuracy
 AO0415;SPC TXSC     - 4,078,530.      516,650.      MT  (+/- 180 meters Scaled)
 AO0415
 AO0415                          SUPERSEDED SURVEY CONTROL
 AO0415
 AO0415  NGVD 29 (??/??/92)  176.620  (m)          579.46   (f) ADJ UNCH    1 2
 AO0415
 AO0415.Superseded values are not recommended for survey control.
 AO0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0415.See file dsdata.txt to determine how the superseded data were derived.
 AO0415
 AO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS166572(NAD 83)
 AO0415_MARKER: DB = BENCH MARK DISK
 AO0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0415_STAMPING: V 216 1934 579.687
 AO0415_MARK LOGO: CGS   
 AO0415_PROJECTION: FLUSH
 AO0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0415+STABILITY: SURFACE MOTION
 AO0415
 AO0415  HISTORY     - Date     Condition        Report By
 AO0415  HISTORY     - 1934     MONUMENTED       CGS
 AO0415  HISTORY     - 1957     GOOD             NGS
 AO0415  HISTORY     - 1982     GOOD             NGS
 AO0415  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 AO0415
 AO0415                          STATION DESCRIPTION
 AO0415
 AO0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0415'1.4 MI N FROM CARRIZO SPRINGS.
 AO0415'1.4 MILES NORTH ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0415'THE STATION AT CARRIZO SPRINGS, 13 1/2 RAILS NORTH OF THE CENTER OF
 AO0415'THE CROSSING OF FARM ROAD 790, 33 FEET NORTHWEST OF THE NORTH CORNER
 AO0415'OF A SHEET METAL GARAGE, 12 FEET SOUTHEAST OF THE 2ND POLE NORTH OF
 AO0415'MILEPOST 155, 20 FEET EAST OF THE EAST RAIL, 3 FEET EAST OF A ROW OF
 AO0415'TELEPHONE POLES, 11.7 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 AO0415'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IN THE CENTER OF A
 AO0415'FIELD ROAD.
 AO0415
 AO0415                          STATION RECOVERY (1982)
 AO0415
 AO0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0415'0.25 KM (0.15 MI) NORTHWEST ALONG HOUSTON STREET, THENCE 2.0 KM
 AO0415'(1.25 MI) NORTHEAST ALONG FARM ROAD 790 (NINTH STREET) 13 AND A HALF
 AO0415'RAILS NORTH OF THE CROSSING OF FARM ROAD 790 AND THE SAN ANTONIO,
 AO0415'UVALDE AND GULF RAIL ROAD, 6.7 METERS (20.0 FT) EAST OF THE EAST RAIL,
 AO0415'3.7 METERS (12.0 FT) SOUTHEAST OF THE SECOND POLE NORTH OF MILEPOST
 AO0415'155, 0.91 METERS (3.0 FT) EAST OF A BOW OF TELEPHONE POLES.  NOTE, IN
 AO0415'CENTER OF TRACK ROAD.
 AO0415'THE MARK IS 0.3 M BELOW RAIL.
 AO0415
 AO0415                          STATION RECOVERY (1997)
 AO0415
 AO0415'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0220 ***********************************************************************
 AZ0220  DESIGNATION -  V 217
 AZ0220  PID         -  AZ0220
 AZ0220  STATE/COUNTY-  TX/VAL VERDE
 AZ0220  USGS QUAD   -  CARRUTHERS DRAW (1979)
 AZ0220
 AZ0220                         *CURRENT SURVEY CONTROL
 AZ0220  ___________________________________________________________________
 AZ0220* NAD 83(1986)-  29 52 25.     (N)    100 47 29.     (W)     SCALED    
 AZ0220* NAVD 88     -       545.292  (meters)    1789.01   (feet)  ADJUSTED  
 AZ0220  ___________________________________________________________________
 AZ0220  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0220  DYNAMIC HT  -         544.487 (meters)    1786.37  (feet)  COMP
 AZ0220  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 AZ0220
 AZ0220  VERT ORDER  -  SECOND    CLASS 0
 AZ0220
 AZ0220.The horizontal coordinates were scaled from a topographic map and have
 AZ0220.an estimated accuracy of +/- 6 seconds.
 AZ0220
 AZ0220.The orthometric height was determined by differential leveling
 AZ0220.and adjusted by the National Geodetic Survey in June 1991..
 AZ0220
 AZ0220.The geoid height was determined by GEOID03.
 AZ0220
 AZ0220.The dynamic height is computed by dividing the NAVD 88
 AZ0220.geopotential number by the normal gravity value computed on the
 AZ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0220.degrees latitude (g = 980.6199 gals.).
 AZ0220
 AZ0220.The modeled gravity was interpolated from observed gravity values.
 AZ0220
 AZ0220;                    North         East    Units  Estimated Accuracy
 AZ0220;SPC TXSC     - 4,227,450.      426,960.      MT  (+/- 180 meters Scaled)
 AZ0220
 AZ0220                          SUPERSEDED SURVEY CONTROL
 AZ0220
 AZ0220  NGVD 29 (??/??/92)  545.204  (m)         1788.72   (f) ADJ UNCH    2 0
 AZ0220
 AZ0220.Superseded values are not recommended for survey control.
 AZ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0220.See file dsdata.txt to determine how the superseded data were derived.
 AZ0220
 AZ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU269061(NAD 83)
 AZ0220_MARKER: DB = BENCH MARK DISK
 AZ0220_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0220_SP_SET: LEDGE
 AZ0220_STAMPING: V 217 1934 1788.723
 AZ0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0220+STABILITY: POSITION/ELEVATION WELL
 AZ0220
 AZ0220  HISTORY     - Date     Condition        Report By
 AZ0220  HISTORY     - 1934     MONUMENTED       CGS
 AZ0220  HISTORY     - 1958     GOOD             NGS
 AZ0220
 AZ0220                          STATION DESCRIPTION
 AZ0220
 AZ0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0220'21.5 MI NW FROM CARTA VALLEY.
 AZ0220'ABOUT 10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE POST OFFICE
 AZ0220'AT CARTA VALLEY, THENCE ABOUT 11.1 MILE NORTH ALONG U.S. HIGHWAY 277,
 AZ0220'THENCE ABOUT 0.1 MILE WEST ACROSS A DRAW TO THE OLD HIGHWAY. IN THE
 AZ0220'TOP OF A LIMESTONE LEDGE, 38 FEET WEST OF THE CENTER LINE OF THE OLD
 AZ0220'HIGHWAY, AT THE SOUTH END OF AN S-CURVE IN THE OLD HIGHWAY, AND ABOUT
 AZ0220'3 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0129 ***********************************************************************
 BO0129  DESIGNATION -  V 218
 BO0129  PID         -  BO0129
 BO0129  STATE/COUNTY-  TX/SUTTON
 BO0129  USGS QUAD   -  SONORA (1982)
 BO0129
 BO0129                         *CURRENT SURVEY CONTROL
 BO0129  ___________________________________________________________________
 BO0129* NAD 83(1986)-  30 30 27.     (N)    100 40 14.     (W)     SCALED    
 BO0129* NAVD 88     -       639.319  (meters)    2097.50   (feet)  ADJUSTED  
 BO0129  ___________________________________________________________________
 BO0129  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BO0129  DYNAMIC HT  -         638.385 (meters)    2094.43  (feet)  COMP
 BO0129  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 BO0129
 BO0129  VERT ORDER  -  SECOND    CLASS 0
 BO0129
 BO0129.The horizontal coordinates were scaled from a topographic map and have
 BO0129.an estimated accuracy of +/- 6 seconds.
 BO0129
 BO0129.The orthometric height was determined by differential leveling
 BO0129.and adjusted by the National Geodetic Survey in June 1991..
 BO0129
 BO0129.The geoid height was determined by GEOID03.
 BO0129
 BO0129.The dynamic height is computed by dividing the NAVD 88
 BO0129.geopotential number by the normal gravity value computed on the
 BO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0129.degrees latitude (g = 980.6199 gals.).
 BO0129
 BO0129.The modeled gravity was interpolated from observed gravity values.
 BO0129
 BO0129;                    North         East    Units  Estimated Accuracy
 BO0129;SPC TX C     - 3,093,260.      667,630.      MT  (+/- 180 meters Scaled)
 BO0129
 BO0129                          SUPERSEDED SURVEY CONTROL
 BO0129
 BO0129  NGVD 29 (??/??/92)  639.143  (m)         2096.92   (f) ADJ UNCH    2 0
 BO0129
 BO0129.Superseded values are not recommended for survey control.
 BO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0129.See file dsdata.txt to determine how the superseded data were derived.
 BO0129
 BO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU396762(NAD 83)
 BO0129_MARKER: DB = BENCH MARK DISK
 BO0129_SETTING: 66 = SET IN ROCK OUTCROP
 BO0129_SP_SET: OUTCROP
 BO0129_STAMPING: V 218 1934 2096.922
 BO0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0129+STABILITY: POSITION/ELEVATION WELL
 BO0129
 BO0129  HISTORY     - Date     Condition        Report By
 BO0129  HISTORY     - 1934     MONUMENTED       CGS
 BO0129  HISTORY     - 1958     GOOD             NGS
 BO0129  HISTORY     - 1964     GOOD             CONOCO
 BO0129
 BO0129                          STATION DESCRIPTION
 BO0129
 BO0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0129'4.95 MI S FROM SONORA.
 BO0129'ABOUT 4.95 MILES SOUTH ALONG U. S. HIGHWAY 277 FROM THE INTERSECTION
 BO0129'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, IN THE TOP OF A LARGE
 BO0129'LIMESTONE OUTCROP, 133 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 72
 BO0129'FEET WEST OF A FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BO0129
 BO0129                          STATION RECOVERY (1964)
 BO0129
 BO0129'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1964
 BO0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0304 ***********************************************************************
 BN0304  DESIGNATION -  V 219
 BN0304  PID         -  BN0304
 BN0304  STATE/COUNTY-  TX/KERR
 BN0304  USGS QUAD   -  KERRVILLE (1982)
 BN0304
 BN0304                         *CURRENT SURVEY CONTROL
 BN0304  ___________________________________________________________________
 BN0304* NAD 83(1986)-  30 02 45.     (N)    099 07 52.     (W)     SCALED    
 BN0304* NAVD 88     -       503.642  (meters)    1652.37   (feet)  ADJUSTED  
 BN0304  ___________________________________________________________________
 BN0304  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BN0304  DYNAMIC HT  -         502.926 (meters)    1650.02  (feet)  COMP
 BN0304  MODELED GRAV-     979,204.4   (mgal)                       NAVD 88
 BN0304
 BN0304  VERT ORDER  -  SECOND    CLASS 0
 BN0304
 BN0304.The horizontal coordinates were scaled from a topographic map and have
 BN0304.an estimated accuracy of +/- 6 seconds.
 BN0304
 BN0304.The orthometric height was determined by differential leveling
 BN0304.and adjusted by the National Geodetic Survey in June 1991..
 BN0304
 BN0304.The geoid height was determined by GEOID03.
 BN0304
 BN0304.The dynamic height is computed by dividing the NAVD 88
 BN0304.geopotential number by the normal gravity value computed on the
 BN0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0304.degrees latitude (g = 980.6199 gals.).
 BN0304
 BN0304.The modeled gravity was interpolated from observed gravity values.
 BN0304
 BN0304;                    North         East    Units  Estimated Accuracy
 BN0304;SPC TXSC     - 4,245,220.      587,360.      MT  (+/- 180 meters Scaled)
 BN0304
 BN0304                          SUPERSEDED SURVEY CONTROL
 BN0304
 BN0304  NGVD 29 (??/??/92)  503.574  (m)         1652.14   (f) ADJ UNCH    2 0
 BN0304
 BN0304.Superseded values are not recommended for survey control.
 BN0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0304.See file dsdata.txt to determine how the superseded data were derived.
 BN0304
 BN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU873238(NAD 83)
 BN0304_MARKER: DB = BENCH MARK DISK
 BN0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0304_SP_SET: STEP
 BN0304_STAMPING: V 219 1934
 BN0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0304
 BN0304  HISTORY     - Date     Condition        Report By
 BN0304  HISTORY     - 1934     MONUMENTED       CGS
 BN0304  HISTORY     - 1953     GOOD             NGS
 BN0304  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BN0304  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 BN0304
 BN0304                          STATION DESCRIPTION
 BN0304
 BN0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0304'IN KERRVILLE.
 BN0304'SET IN E END OF TOP STEP OF S ENTRANCE OF KERRVILLE ELEMENTARY SCHOOL
 BN0304'BUILDING.
 BN0304
 BN0304                          STATION RECOVERY (1989)
 BN0304
 BN0304'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 BN0304'MARK NOT FOUND.
 BN0304
 BN0304                          STATION RECOVERY (2004)
 BN0304
 BN0304'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0585 ***********************************************************************
 CD0585  DESIGNATION -  V 22 RESET 1957
 CD0585  PID         -  CD0585
 CD0585  STATE/COUNTY-  TX/HUDSPETH
 CD0585  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0585
 CD0585                         *CURRENT SURVEY CONTROL
 CD0585  ___________________________________________________________________
 CD0585* NAD 83(1986)-  31 06 50.     (N)    105 13 29.     (W)     SCALED    
 CD0585* NAVD 88     -      1313.503  (meters)    4309.38   (feet)  ADJUSTED  
 CD0585  ___________________________________________________________________
 CD0585  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CD0585  DYNAMIC HT  -        1311.413 (meters)    4302.53  (feet)  COMP
 CD0585  MODELED GRAV-     979,003.6   (mgal)                       NAVD 88
 CD0585
 CD0585  VERT ORDER  -  FIRST     CLASS II
 CD0585
 CD0585.The horizontal coordinates were scaled from a topographic map and have
 CD0585.an estimated accuracy of +/- 6 seconds.
 CD0585
 CD0585.The orthometric height was determined by differential leveling
 CD0585.and adjusted by the National Geodetic Survey in June 1991..
 CD0585
 CD0585.The geoid height was determined by GEOID03.
 CD0585
 CD0585.The dynamic height is computed by dividing the NAVD 88
 CD0585.geopotential number by the normal gravity value computed on the
 CD0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0585.degrees latitude (g = 980.6199 gals.).
 CD0585
 CD0585.The modeled gravity was interpolated from observed gravity values.
 CD0585
 CD0585;                    North         East    Units  Estimated Accuracy
 CD0585;SPC TX C     - 3,170,690.      233,610.      MT  (+/- 180 meters Scaled)
 CD0585
 CD0585                          SUPERSEDED SURVEY CONTROL
 CD0585
 CD0585  NGVD 29 (??/??/92) 1312.93   (m)         4307.5    (f) COMPUTED    1 2
 CD0585
 CD0585.Superseded values are not recommended for survey control.
 CD0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0585.See file dsdata.txt to determine how the superseded data were derived.
 CD0585
 CD0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ785422(NAD 83)
 CD0585_MARKER: DB = BENCH MARK DISK
 CD0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0585_STAMPING: V 22 1917 RESET 1957 ELEV. 4308.885 FT.
 CD0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0585+STABILITY: SURFACE MOTION
 CD0585
 CD0585  HISTORY     - Date     Condition        Report By
 CD0585  HISTORY     - 1957     MONUMENTED       CGS
 CD0585  HISTORY     - 1966     MARK NOT FOUND   USGS
 CD0585
 CD0585                          STATION DESCRIPTION
 CD0585
 CD0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0585'8.95 MI SE FROM SIERRA BLANCA.
 CD0585'ABOUT 8.95 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0585'FROM THE STATION AT SIERRA BLANCA, 155 FEET NORTHEAST OF AND ACROSS
 CD0585'THE TRACK FROM MILEPOST 728, 85 FEET NORTH-NORTHEAST OF THE NEAR RAIL,
 CD0585'11 FEET SOUTH-SOUTHWEST OF A FENCE, 2 FEET EAST OF A WHITE WOODEN
 CD0585'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 CD0585'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CD0585
 CD0585                          STATION RECOVERY (1966)
 CD0585
 CD0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CD0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0352 ***********************************************************************
 BN0352  DESIGNATION -  V 220
 BN0352  PID         -  BN0352
 BN0352  STATE/COUNTY-  TX/REAL
 BN0352  USGS QUAD   -  GARVEN STORE (1963)
 BN0352
 BN0352                         *CURRENT SURVEY CONTROL
 BN0352  ___________________________________________________________________
 BN0352* NAD 83(1986)-  30 04 01.     (N)    099 43 25.     (W)     SCALED    
 BN0352* NAVD 88     -       677.648  (meters)    2223.25   (feet)  ADJUSTED  
 BN0352  ___________________________________________________________________
 BN0352  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BN0352  DYNAMIC HT  -         676.642 (meters)    2219.95  (feet)  COMP
 BN0352  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 BN0352
 BN0352  VERT ORDER  -  SECOND    CLASS 0
 BN0352
 BN0352.The horizontal coordinates were scaled from a topographic map and have
 BN0352.an estimated accuracy of +/- 6 seconds.
 BN0352
 BN0352.The orthometric height was determined by differential leveling
 BN0352.and adjusted by the National Geodetic Survey in June 1991..
 BN0352
 BN0352.The geoid height was determined by GEOID03.
 BN0352
 BN0352.The dynamic height is computed by dividing the NAVD 88
 BN0352.geopotential number by the normal gravity value computed on the
 BN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0352.degrees latitude (g = 980.6199 gals.).
 BN0352
 BN0352.The modeled gravity was interpolated from observed gravity values.
 BN0352
 BN0352;                    North         East    Units  Estimated Accuracy
 BN0352;SPC TXSC     - 4,247,770.      530,230.      MT  (+/- 180 meters Scaled)
 BN0352
 BN0352                          SUPERSEDED SURVEY CONTROL
 BN0352
 BN0352  NGVD 29 (??/??/92)  677.560  (m)         2222.96   (f) ADJ UNCH    2 0
 BN0352
 BN0352.Superseded values are not recommended for survey control.
 BN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0352.See file dsdata.txt to determine how the superseded data were derived.
 BN0352
 BN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU302264(NAD 83)
 BN0352_MARKER: DB = BENCH MARK DISK
 BN0352_SETTING: 66 = SET IN ROCK OUTCROP
 BN0352_SP_SET: ROCK OUTCROP
 BN0352_STAMPING: V 220 1934
 BN0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0352+STABILITY: POSITION/ELEVATION WELL
 BN0352
 BN0352  HISTORY     - Date     Condition        Report By
 BN0352  HISTORY     - 1934     MONUMENTED       CGS
 BN0352  HISTORY     - 1964     GOOD             USGS
 BN0352  HISTORY     - 20010730 GOOD             NGS
 BN0352
 BN0352                          STATION DESCRIPTION
 BN0352
 BN0352'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BN0352'23.1 MI SW FROM MT HOME.
 BN0352'IN REAL COUNTY, ABOUT 23.1 MILES SW ALONG STATE HIGHWAY 41 FROM
 BN0352'MOUNTAIN HOME, ABOUT 1.9 MILES W OF THE JUNCTION OF US HWY. 83 AND
 BN0352'STATE HWY. 41, 72 FT. N OF THE CENTER LINE OF HIGHWAY AT CULVERT, 290
 BN0352'FT. E OF TRACK ROAD N. TO WINDMILL, 23 FT. N. OF THE ROW FENCE.
 BN0352'CEMENTED IN A LARGE OUTCROP.  STANDARD TABLET STAMPED V220 1934.
 BN0352
 BN0352                          STATION RECOVERY (2001)
 BN0352
 BN0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BN0352'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0180 ***********************************************************************
 CB0180  DESIGNATION -  V 222 RESET 1969
 CB0180  PID         -  CB0180
 CB0180  STATE/COUNTY-  TX/TOM GREEN
 CB0180  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0180
 CB0180                         *CURRENT SURVEY CONTROL
 CB0180  ___________________________________________________________________
 CB0180* NAD 83(1986)-  31 21 04.     (N)    100 37 01.     (W)     SCALED    
 CB0180* NAVD 88     -       603.54   (meters)    1980.1    (feet)  RESET     
 CB0180  ___________________________________________________________________
 CB0180  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CB0180
 CB0180  VERT ORDER  -  THIRD
 CB0180
 CB0180.The horizontal coordinates were scaled from a topographic map and have
 CB0180.an estimated accuracy of +/- 6 seconds.
 CB0180
 CB0180.The orthometric height was computed from unverified reset data.
 CB0180
 CB0180.The geoid height was determined by GEOID03.
 CB0180
 CB0180;                    North         East    Units  Estimated Accuracy
 CB0180;SPC TX C     - 3,186,770.      673,020.      MT  (+/- 180 meters Scaled)
 CB0180
 CB0180                          SUPERSEDED SURVEY CONTROL
 CB0180
 CB0180.No superseded survey control is available for this station.
 CB0180
 CB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV461696(NAD 83)
 CB0180_MARKER: DB = BENCH MARK DISK
 CB0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0180_STAMPING: V 222 RESET 1969
 CB0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0180+STABILITY: SURFACE MOTION
 CB0180
 CB0180  HISTORY     - Date     Condition        Report By
 CB0180  HISTORY     - 1969     MONUMENTED       TXHD
 CB0180
 CB0180                          STATION DESCRIPTION
 CB0180
 CB0180'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1969
 CB0180'1.5 MI E FROM TANKERSLY.
 CB0180'1.5 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CB0180'TANKERSLY, 0.1 MILE EAST OF MILEPOST NO. 731, 50.5 FEET RIGHT OF
 CB0180'CENTER LINE STATION 70 + 56, 5 FEET EAST OF A TELEPHONE POLE, 2 FEET
 CB0180'WEST OF A TEXAS HIGHWAY DEPARTMENT GUARD POST, SET IN THE TOP OF A
 CB0180'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0386 ***********************************************************************
 CB0386  DESIGNATION -  V 223
 CB0386  PID         -  CB0386
 CB0386  STATE/COUNTY-  TX/REAGAN
 CB0386  USGS QUAD   -  BEST (1970)
 CB0386
 CB0386                         *CURRENT SURVEY CONTROL
 CB0386  ___________________________________________________________________
 CB0386* NAD 83(1986)-  31 11 35.     (N)    101 31 41.     (W)     SCALED    
 CB0386* NAVD 88     -       814.086  (meters)    2670.88   (feet)  ADJUSTED  
 CB0386  ___________________________________________________________________
 CB0386  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0386  DYNAMIC HT  -         812.896 (meters)    2666.98  (feet)  COMP
 CB0386  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 CB0386
 CB0386  VERT ORDER  -  FIRST     CLASS II
 CB0386
 CB0386.The horizontal coordinates were scaled from a topographic map and have
 CB0386.an estimated accuracy of +/- 6 seconds.
 CB0386
 CB0386.The orthometric height was determined by differential leveling
 CB0386.and adjusted by the National Geodetic Survey in June 1991..
 CB0386
 CB0386.The geoid height was determined by GEOID03.
 CB0386
 CB0386.The dynamic height is computed by dividing the NAVD 88
 CB0386.geopotential number by the normal gravity value computed on the
 CB0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0386.degrees latitude (g = 980.6199 gals.).
 CB0386
 CB0386.The modeled gravity was interpolated from observed gravity values.
 CB0386
 CB0386;                    North         East    Units  Estimated Accuracy
 CB0386;SPC TX C     - 3,169,820.      586,140.      MT  (+/- 180 meters Scaled)
 CB0386
 CB0386                          SUPERSEDED SURVEY CONTROL
 CB0386
 CB0386  NGVD 29 (??/??/92)  813.753  (m)         2669.79   (f) ADJ UNCH    1 2
 CB0386
 CB0386.Superseded values are not recommended for survey control.
 CB0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0386.See file dsdata.txt to determine how the superseded data were derived.
 CB0386
 CB0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV591537(NAD 83)
 CB0386_MARKER: DB = BENCH MARK DISK
 CB0386_SETTING: 66 = SET IN ROCK OUTCROP
 CB0386_SP_SET: LIMESTONE LEDGE
 CB0386_STAMPING: 2669.788 V 223 1934
 CB0386_MARK LOGO: CGS   
 CB0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0386+STABILITY: POSITION/ELEVATION WELL
 CB0386
 CB0386  HISTORY     - Date     Condition        Report By
 CB0386  HISTORY     - 1934     MONUMENTED       CGS
 CB0386  HISTORY     - 1970     GOOD             USGS
 CB0386  HISTORY     - 1981     GOOD             NGS
 CB0386
 CB0386                          STATION DESCRIPTION
 CB0386
 CB0386'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0386'4.0 MI W FROM BIG LAKE.
 CB0386'4.0 MILES WEST ALONG THE SANTA FE RR FROM BIG LAKE, REAGAN CO., 0.6
 CB0386'MILE WEST OF MILEPOST 794, NEAR THE MIDDLE OF A SHORT FILL, 83 FEET
 CB0386'SOUTH OF THE CENTER LINE OF THE TRACK, 41 FEET NORTH OF THE CENTER
 CB0386'LINE OF THE ROAD, AND IN THE TOP OF A LIMESTONE LEDGE.  A STANDARD
 CB0386'DISK.
 CB0386
 CB0386                          STATION RECOVERY (1981)
 CB0386
 CB0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0386'6.5 KM (4.05 MI) WESTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0386'WITH STATE HIGHWAY 137 IN BIG LAKE, THENCE 1.3 KM (0.8 MI) SOUTH ALONG
 CB0386'FARM ROAD 1676, THENCE 0.6 KM (0.35 MI) EAST ALONG THE ATCHISON,
 CB0386'TOPEKA AND SANTA FE RAILROAD, 0.1 KM (0.05 MI) WEST OF MILEPOST 794,
 CB0386'IN THE CENTER OF A 4 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 24.6
 CB0386'METERS (80.7 FT) SOUTH OF THE NEAR RAIL, 18.4 METERS (60.4 FT)
 CB0386'SOUTHEAST OF UTILITY POLE NUMBER 14200-145 AND 12.2 METERS (40.0 FT)
 CB0386'NORTH OF THE CENTER OF A GRAVELED ROAD.
 CB0386'THE MARK IS 1.1 METERS  WNW FROM A WITNESS POST.
 CB0386'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0024 ***********************************************************************
 BP0024  DESIGNATION -  V 224
 BP0024  PID         -  BP0024
 BP0024  STATE/COUNTY-  TX/PECOS
 BP0024  USGS QUAD   -  INDIAN MESA NE (1969)
 BP0024
 BP0024                         *CURRENT SURVEY CONTROL
 BP0024  ___________________________________________________________________
 BP0024* NAD 83(1986)-  30 58 53.     (N)    102 07 10.     (W)     SCALED    
 BP0024* NAVD 88     -       689.023  (meters)    2260.57   (feet)  ADJUSTED  
 BP0024  ___________________________________________________________________
 BP0024  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 BP0024  DYNAMIC HT  -         688.033 (meters)    2257.32  (feet)  COMP
 BP0024  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 BP0024
 BP0024  VERT ORDER  -  SECOND    CLASS 0
 BP0024
 BP0024.The horizontal coordinates were scaled from a topographic map and have
 BP0024.an estimated accuracy of +/- 6 seconds.
 BP0024
 BP0024.The orthometric height was determined by differential leveling
 BP0024.and adjusted by the National Geodetic Survey in June 1991..
 BP0024
 BP0024.The geoid height was determined by GEOID03.
 BP0024
 BP0024.The dynamic height is computed by dividing the NAVD 88
 BP0024.geopotential number by the normal gravity value computed on the
 BP0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0024.degrees latitude (g = 980.6199 gals.).
 BP0024
 BP0024.The modeled gravity was interpolated from observed gravity values.
 BP0024
 BP0024;                    North         East    Units  Estimated Accuracy
 BP0024;SPC TX C     - 3,147,110.      529,410.      MT  (+/- 180 meters Scaled)
 BP0024
 BP0024                          SUPERSEDED SURVEY CONTROL
 BP0024
 BP0024  NGVD 29 (??/??/92)  688.777  (m)         2259.76   (f) ADJ UNCH    2 0
 BP0024
 BP0024.Superseded values are not recommended for survey control.
 BP0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0024.See file dsdata.txt to determine how the superseded data were derived.
 BP0024
 BP0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ751311(NAD 83)
 BP0024_MARKER: DB = BENCH MARK DISK
 BP0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0024_STAMPING: V-224 1934
 BP0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0024+STABILITY: SURFACE MOTION
 BP0024
 BP0024  HISTORY     - Date     Condition        Report By
 BP0024  HISTORY     - 1934     MONUMENTED       CGS
 BP0024  HISTORY     - 1969     MARK NOT FOUND   USGS
 BP0024
 BP0024                          STATION DESCRIPTION
 BP0024
 BP0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BP0024'11.8 MI SE FROM MCAMEY.
 BP0024'11.8 MILES SE OF AND ALONG THE MCCAMEY-IRAAN HWY. 45 FT. SW OF CENTER
 BP0024'OF HIGHWAY.  5 FT. NE OF FENCE LINE.
 BP0024
 BP0024                          STATION RECOVERY (1969)
 BP0024
 BP0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BP0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0172 ***********************************************************************
 FM0172  DESIGNATION -  V 225
 FM0172  PID         -  FM0172
 FM0172  STATE/COUNTY-  TX/MOORE
 FM0172  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0172
 FM0172                         *CURRENT SURVEY CONTROL
 FM0172  ___________________________________________________________________
 FM0172* NAD 83(1986)-  35 45 51.     (N)    102 01 39.     (W)     SCALED    
 FM0172* NAVD 88     -      1127.917  (meters)    3700.51   (feet)  ADJUSTED  
 FM0172  ___________________________________________________________________
 FM0172  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FM0172  DYNAMIC HT  -        1126.596 (meters)    3696.17  (feet)  COMP
 FM0172  MODELED GRAV-     979,423.9   (mgal)                       NAVD 88
 FM0172
 FM0172  VERT ORDER  -  SECOND    CLASS 0
 FM0172
 FM0172.The horizontal coordinates were scaled from a topographic map and have
 FM0172.an estimated accuracy of +/- 6 seconds.
 FM0172
 FM0172.The orthometric height was determined by differential leveling
 FM0172.and adjusted by the National Geodetic Survey in June 1991..
 FM0172
 FM0172.The geoid height was determined by GEOID03.
 FM0172
 FM0172.The dynamic height is computed by dividing the NAVD 88
 FM0172.geopotential number by the normal gravity value computed on the
 FM0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0172.degrees latitude (g = 980.6199 gals.).
 FM0172
 FM0172.The modeled gravity was interpolated from observed gravity values.
 FM0172
 FM0172;                    North         East    Units  Estimated Accuracy
 FM0172;SPC TX N     - 1,195,840.      152,300.      MT  (+/- 180 meters Scaled)
 FM0172
 FM0172                          SUPERSEDED SURVEY CONTROL
 FM0172
 FM0172  NGVD 29 (??/??/92) 1127.360  (m)         3698.68   (f) ADJ UNCH    2 0
 FM0172
 FM0172.Superseded values are not recommended for survey control.
 FM0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0172.See file dsdata.txt to determine how the superseded data were derived.
 FM0172
 FM0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV687618(NAD 83)
 FM0172_MARKER: DB = BENCH MARK DISK
 FM0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0172_STAMPING: V-225 1934
 FM0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0172+STABILITY: SURFACE MOTION
 FM0172
 FM0172  HISTORY     - Date     Condition        Report By
 FM0172  HISTORY     - 1934     MONUMENTED       CGS
 FM0172  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0172
 FM0172                          STATION DESCRIPTION
 FM0172
 FM0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0172'7.5 MI S FROM DUMAS.
 FM0172'7.5 MILES S OF AND ALONG THE S.F.R.R. 0.5 S OF MILE POST 45.  52 FT. W
 FM0172'OF CENTER OF TRACK.  4 FT. W OF R/W FENCE.
 FM0172
 FM0172                          STATION RECOVERY (1963)
 FM0172
 FM0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0086 ***********************************************************************
 CC0086  DESIGNATION -  V 226
 CC0086  PID         -  CC0086
 CC0086  STATE/COUNTY-  TX/ECTOR
 CC0086  USGS QUAD   -  ODESSA SE (1981)
 CC0086
 CC0086                         *CURRENT SURVEY CONTROL
 CC0086  ___________________________________________________________________
 CC0086* NAD 83(1986)-  31 47 01.     (N)    102 22 16.     (W)     SCALED    
 CC0086* NAVD 88     -       880.553  (meters)    2888.95   (feet)  ADJUSTED  
 CC0086  ___________________________________________________________________
 CC0086  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CC0086  DYNAMIC HT  -         879.304 (meters)    2884.85  (feet)  COMP
 CC0086  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 CC0086
 CC0086  VERT ORDER  -  SECOND    CLASS 0
 CC0086
 CC0086.The horizontal coordinates were scaled from a topographic map and have
 CC0086.an estimated accuracy of +/- 6 seconds.
 CC0086
 CC0086.The orthometric height was determined by differential leveling
 CC0086.and adjusted by the National Geodetic Survey in June 1991..
 CC0086
 CC0086.The geoid height was determined by GEOID03.
 CC0086
 CC0086.The dynamic height is computed by dividing the NAVD 88
 CC0086.geopotential number by the normal gravity value computed on the
 CC0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0086.degrees latitude (g = 980.6199 gals.).
 CC0086
 CC0086.The modeled gravity was interpolated from observed gravity values.
 CC0086
 CC0086;                    North         East    Units  Estimated Accuracy
 CC0086;SPC TX C     - 3,236,450.      507,010.      MT  (+/- 180 meters Scaled)
 CC0086
 CC0086                          SUPERSEDED SURVEY CONTROL
 CC0086
 CC0086  NGVD 29 (??/??/92)  880.175  (m)         2887.71   (f) ADJ UNCH    2 0
 CC0086
 CC0086.Superseded values are not recommended for survey control.
 CC0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0086.See file dsdata.txt to determine how the superseded data were derived.
 CC0086
 CC0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR489194(NAD 83)
 CC0086_MARKER: DB = BENCH MARK DISK
 CC0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0086_STAMPING: 2887.931 V-226 1934
 CC0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0086+STABILITY: SURFACE MOTION
 CC0086
 CC0086  HISTORY     - Date     Condition        Report By
 CC0086  HISTORY     - 1934     MONUMENTED       CGS
 CC0086  HISTORY     - 1964     GOOD             USGS
 CC0086
 CC0086                          STATION DESCRIPTION
 CC0086
 CC0086'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 CC0086'4.7 MI S FROM ODESSA.
 CC0086'4.7 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM THE INTERSECTION OF U.S.
 CC0086'HIGHWAY 80 AT ODESSA, ECTOR COUNTY, AT JUNCTION OF FARM ROAD 2227 AND
 CC0086'U.S. HIGHWAY 385, 34 FEET WEST OF U.S. HIGHWAY 385, 67 FEET NORTH OF A
 CC0086'TELEPHONE POLE, 55 FEET EAST OF FARM ROAD 2227.  A STANDARD DISK,
 CC0086'STAMPED 2887.931 V-226 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0087 ***********************************************************************
 CC0087  DESIGNATION -  V 226 RESET 1968 TXHD
 CC0087  PID         -  CC0087
 CC0087  STATE/COUNTY-  TX/ECTOR
 CC0087  USGS QUAD   -  ODESSA SE (1981)
 CC0087
 CC0087                         *CURRENT SURVEY CONTROL
 CC0087  ___________________________________________________________________
 CC0087* NAD 83(1986)-  31 47 01.     (N)    102 22 16.     (W)     SCALED    
 CC0087* NAVD 88     -       880.67   (meters)    2889.3    (feet)  RESET     
 CC0087  ___________________________________________________________________
 CC0087  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CC0087
 CC0087  VERT ORDER  -  THIRD
 CC0087
 CC0087.The horizontal coordinates were scaled from a topographic map and have
 CC0087.an estimated accuracy of +/- 6 seconds.
 CC0087
 CC0087.The orthometric height was computed from unverified reset data.
 CC0087
 CC0087.The geoid height was determined by GEOID03.
 CC0087
 CC0087;                    North         East    Units  Estimated Accuracy
 CC0087;SPC TX C     - 3,236,450.      507,010.      MT  (+/- 180 meters Scaled)
 CC0087
 CC0087                          SUPERSEDED SURVEY CONTROL
 CC0087
 CC0087.No superseded survey control is available for this station.
 CC0087
 CC0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR489194(NAD 83)
 CC0087_MARKER: DB = BENCH MARK DISK
 CC0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0087_STAMPING: V 226 RESET 1968
 CC0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0087+STABILITY: SURFACE MOTION
 CC0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0087+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2002
 CC0087
 CC0087  HISTORY     - Date     Condition        Report By
 CC0087  HISTORY     - 1968     MONUMENTED       TXHD
 CC0087  HISTORY     - 20010202 GOOD             USPSQD
 CC0087  HISTORY     - 20020118 GOOD             JCLS
 CC0087
 CC0087                          STATION DESCRIPTION
 CC0087
 CC0087'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CC0087'4.6 MI S FROM ODESSA.
 CC0087'ABOUT 1.4 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION WITH
 CC0087'U.S. HIGHWAY 80 IN ODESSA, TO INTERSTATE 20, THENCE CONTINUE 3.2 MILES
 CC0087'SOUTH ALONG U.S. HIGHWAY 385 TO SITE OF BENCH MARK, 62.5 FEET WEST OF
 CC0087'THE CENTER LINE OF F.M. HIGHWAY 2227, 18 FEET SOUTH OF A HIGH PRESSURE
 CC0087'GAS LINE, 14 FEET SOUTHEAST OF A SOUTHWESTERN TELEPHONE UNDER GROUND
 CC0087'CABLE SIGN POST, AND 2 FEET WEST OF A METAL WITNESS POST. IT IS ALSO
 CC0087'123 FEET WEST OF BENCH MARK VV 226 RESET 1968.  A C AND GS BENCH MARK
 CC0087'DISK SET IN A ROUND CONCRETE POST WHICH IS 6 INCHES IN DIAMETER AND
 CC0087'PROJECTS 3 INCHES ABOVE THE SURFACE OF GROUND. NOTE-- USE WITH
 CC0087'CAUTION.
 CC0087
 CC0087                          STATION RECOVERY (2001)
 CC0087
 CC0087'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0087'RECOVERED IN GOOD CONDITION.
 CC0087
 CC0087                          STATION RECOVERY (2002)
 CC0087
 CC0087'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CC0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0786 ***********************************************************************
 FL0786  DESIGNATION -  V 227
 FL0786  PID         -  FL0786
 FL0786  STATE/COUNTY-  TX/GRAY
 FL0786  USGS QUAD   -  LAKE MC CONNELL (1965)
 FL0786
 FL0786                         *CURRENT SURVEY CONTROL
 FL0786  ___________________________________________________________________
 FL0786* NAD 83(1986)-  35 31 58.     (N)    101 00 26.     (W)     SCALED    
 FL0786* NAVD 88     -       993.815  (meters)    3260.54   (feet)  ADJUSTED  
 FL0786  ___________________________________________________________________
 FL0786  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL0786  DYNAMIC HT  -         992.708 (meters)    3256.91  (feet)  COMP
 FL0786  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 FL0786
 FL0786  VERT ORDER  -  SECOND    CLASS 0
 FL0786
 FL0786.The horizontal coordinates were scaled from a topographic map and have
 FL0786.an estimated accuracy of +/- 6 seconds.
 FL0786
 FL0786.The orthometric height was determined by differential leveling
 FL0786.and adjusted by the National Geodetic Survey in June 1991..
 FL0786
 FL0786.The geoid height was determined by GEOID03.
 FL0786
 FL0786.The dynamic height is computed by dividing the NAVD 88
 FL0786.geopotential number by the normal gravity value computed on the
 FL0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0786.degrees latitude (g = 980.6199 gals.).
 FL0786
 FL0786.The modeled gravity was interpolated from observed gravity values.
 FL0786
 FL0786;                    North         East    Units  Estimated Accuracy
 FL0786;SPC TX N     - 1,170,150.      244,690.      MT  (+/- 180 meters Scaled)
 FL0786
 FL0786                          SUPERSEDED SURVEY CONTROL
 FL0786
 FL0786  NGVD 29 (??/??/92)  993.389  (m)         3259.14   (f) ADJ UNCH    2 0
 FL0786
 FL0786.Superseded values are not recommended for survey control.
 FL0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0786.See file dsdata.txt to determine how the superseded data were derived.
 FL0786
 FL0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE180339(NAD 83)
 FL0786_MARKER: DB = BENCH MARK DISK
 FL0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0786_STAMPING: V-227 1934
 FL0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0786+STABILITY: SURFACE MOTION
 FL0786
 FL0786  HISTORY     - Date     Condition        Report By
 FL0786  HISTORY     - 1934     MONUMENTED       CGS
 FL0786  HISTORY     - 1965     MARK NOT FOUND   USGS
 FL0786
 FL0786                          STATION DESCRIPTION
 FL0786
 FL0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0786'2.3 MI N FROM PAMPA.
 FL0786'2.3 MILES W OF AND ALONG OIL FIELD ROAD NO. 41 TO BORGER.  IN NE
 FL0786'CORNER OF N AND S SECTION ROAD INTERSECTION.  11 YARDS E OF CENTER OF
 FL0786'N AND S ROAD AND 10 YARDS N OF CENTER OF ROAD.
 FL0786
 FL0786                          STATION RECOVERY (1965)
 FL0786
 FL0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0803 ***********************************************************************
 FL0803  DESIGNATION -  V 228
 FL0803  PID         -  FL0803
 FL0803  STATE/COUNTY-  TX/HUTCHINSON
 FL0803  USGS QUAD   -  BORGER (1978)
 FL0803
 FL0803                         *CURRENT SURVEY CONTROL
 FL0803  ___________________________________________________________________
 FL0803* NAD 83(1986)-  35 40 18.     (N)    101 23 33.     (W)     SCALED    
 FL0803* NAVD 88     -       946.598  (meters)    3105.63   (feet)  ADJUSTED  
 FL0803  ___________________________________________________________________
 FL0803  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 FL0803  DYNAMIC HT  -         945.527 (meters)    3102.12  (feet)  COMP
 FL0803  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 FL0803
 FL0803  VERT ORDER  -  SECOND    CLASS 0
 FL0803
 FL0803.The horizontal coordinates were scaled from a topographic map and have
 FL0803.an estimated accuracy of +/- 6 seconds.
 FL0803
 FL0803.The orthometric height was determined by differential leveling
 FL0803.and adjusted by the National Geodetic Survey in June 1991..
 FL0803
 FL0803.The geoid height was determined by GEOID03.
 FL0803
 FL0803.The dynamic height is computed by dividing the NAVD 88
 FL0803.geopotential number by the normal gravity value computed on the
 FL0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0803.degrees latitude (g = 980.6199 gals.).
 FL0803
 FL0803.The modeled gravity was interpolated from observed gravity values.
 FL0803
 FL0803;                    North         East    Units  Estimated Accuracy
 FL0803;SPC TX N     - 1,185,460.      209,730.      MT  (+/- 180 meters Scaled)
 FL0803
 FL0803                          SUPERSEDED SURVEY CONTROL
 FL0803
 FL0803  NGVD 29 (??/??/92)  946.136  (m)         3104.11   (f) ADJ UNCH    2 0
 FL0803
 FL0803.Superseded values are not recommended for survey control.
 FL0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0803.See file dsdata.txt to determine how the superseded data were derived.
 FL0803
 FL0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE834501(NAD 83)
 FL0803_MARKER: DB = BENCH MARK DISK
 FL0803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0803_SP_SET: FOUNDATION
 FL0803_STAMPING: V 228 1934
 FL0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0803
 FL0803  HISTORY     - Date     Condition        Report By
 FL0803  HISTORY     - 1934     MONUMENTED       CGS
 FL0803  HISTORY     - 1964     GOOD             NGS
 FL0803  HISTORY     - 1971     GOOD             NGS
 FL0803
 FL0803                          STATION DESCRIPTION
 FL0803
 FL0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FL0803'IN BORGER.
 FL0803'AT BORGER, HUTCHINSON COUNTY, AT THE HIGH SCHOOL, IN THE SOUTH
 FL0803'CONCRETE FOUNDATION, 12 FEET 5 INCHES WEST OF THE CENTER OF THE MAIN
 FL0803'OR SOUTH ENTRANCE, AND ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD
 FL0803'DISK, STAMPED V 228 1934 AND SET VERTICALLY.  NOTE-- IN FOUNDATION OF
 FL0803'THE SAM HOUSTON JUNIOR HIGH SCHOOL.
 FL0803
 FL0803                          STATION RECOVERY (1971)
 FL0803
 FL0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FL0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0908 ***********************************************************************
 FL0908  DESIGNATION -  V 229
 FL0908  PID         -  FL0908
 FL0908  STATE/COUNTY-  TX/CARSON
 FL0908  USGS QUAD   -  PANHANDLE WEST (1966)
 FL0908
 FL0908                         *CURRENT SURVEY CONTROL
 FL0908  ___________________________________________________________________
 FL0908* NAD 83(1986)-  35 20 28.     (N)    101 22 48.     (W)     SCALED    
 FL0908* NAVD 88     -      1052.516  (meters)    3453.13   (feet)  ADJUSTED  
 FL0908  ___________________________________________________________________
 FL0908  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL0908  DYNAMIC HT  -        1051.282 (meters)    3449.08  (feet)  COMP
 FL0908  MODELED GRAV-     979,425.7   (mgal)                       NAVD 88
 FL0908
 FL0908  VERT ORDER  -  SECOND    CLASS 0
 FL0908
 FL0908.The horizontal coordinates were scaled from a topographic map and have
 FL0908.an estimated accuracy of +/- 6 seconds.
 FL0908
 FL0908.The orthometric height was determined by differential leveling
 FL0908.and adjusted by the National Geodetic Survey in June 1991..
 FL0908.WARNING-Repeat measurements at this control monument indicate possible
 FL0908.vertical movement.
 FL0908
 FL0908.The geoid height was determined by GEOID03.
 FL0908
 FL0908.The dynamic height is computed by dividing the NAVD 88
 FL0908.geopotential number by the normal gravity value computed on the
 FL0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0908.degrees latitude (g = 980.6199 gals.).
 FL0908
 FL0908.The modeled gravity was interpolated from observed gravity values.
 FL0908
 FL0908;                    North         East    Units  Estimated Accuracy
 FL0908;SPC TX N     - 1,148,790.      210,910.      MT  (+/- 180 meters Scaled)
 FL0908
 FL0908                          SUPERSEDED SURVEY CONTROL
 FL0908
 FL0908  NGVD 29 (??/??/92) 1052.022  (m)         3451.51   (f) ADJ UNCH    2 0
 FL0908
 FL0908.Superseded values are not recommended for survey control.
 FL0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0908.See file dsdata.txt to determine how the superseded data were derived.
 FL0908
 FL0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE837134(NAD 83)
 FL0908_MARKER: DB = BENCH MARK DISK
 FL0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0908_SP_SET: CONCRETE POST
 FL0908_STAMPING: V 229 1934
 FL0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0908
 FL0908  HISTORY     - Date     Condition        Report By
 FL0908  HISTORY     - 1934     MONUMENTED       CGS
 FL0908  HISTORY     - 1943     GOOD             NGS
 FL0908
 FL0908                          STATION DESCRIPTION
 FL0908
 FL0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0908'IN PANHANDLE.
 FL0908'AT PANHANDLE, CARSON COUNTY, AT THE CITY WATER TOWER, IN THE TOP OF
 FL0908'THE CONCRETE BASE OF THE NORTHWEST LEG, 4 INCHES FROM THE NORTHWEST
 FL0908'SIDE, 20 INCHES FROM THE WEST CORNER.
 FL0908
 FL0908                          STATION RECOVERY (1943)
 FL0908
 FL0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0863 ***********************************************************************
 DN0863  DESIGNATION -  V 230
 DN0863  PID         -  DN0863
 DN0863  STATE/COUNTY-  TX/MONTAGUE
 DN0863  USGS QUAD   -  BOWIE (1978)
 DN0863
 DN0863                         *CURRENT SURVEY CONTROL
 DN0863  ___________________________________________________________________
 DN0863* NAD 83(1986)-  33 33 20.     (N)    097 50 41.     (W)     SCALED    
 DN0863* NAVD 88     -       341.583  (meters)    1120.68   (feet)  ADJUSTED  
 DN0863  ___________________________________________________________________
 DN0863  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DN0863  DYNAMIC HT  -         341.206 (meters)    1119.44  (feet)  COMP
 DN0863  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 DN0863
 DN0863  VERT ORDER  -  FIRST     CLASS II
 DN0863
 DN0863.The horizontal coordinates were scaled from a topographic map and have
 DN0863.an estimated accuracy of +/- 6 seconds.
 DN0863
 DN0863.The orthometric height was determined by differential leveling
 DN0863.and adjusted by the National Geodetic Survey in June 1991..
 DN0863
 DN0863.The geoid height was determined by GEOID03.
 DN0863
 DN0863.The dynamic height is computed by dividing the NAVD 88
 DN0863.geopotential number by the normal gravity value computed on the
 DN0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0863.degrees latitude (g = 980.6199 gals.).
 DN0863
 DN0863.The modeled gravity was interpolated from observed gravity values.
 DN0863
 DN0863;                    North         East    Units  Estimated Accuracy
 DN0863;SPC TXNC     - 2,209,650.      660,850.      MT  (+/- 180 meters Scaled)
 DN0863
 DN0863                          SUPERSEDED SURVEY CONTROL
 DN0863
 DN0863  NGVD 29 (??/??/92)  341.476  (m)         1120.33   (f) ADJ UNCH    1 2
 DN0863
 DN0863.Superseded values are not recommended for survey control.
 DN0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0863.See file dsdata.txt to determine how the superseded data were derived.
 DN0863
 DN0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC072134(NAD 83)
 DN0863_MARKER: DB = BENCH MARK DISK
 DN0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0863_SP_SET: ABUTMENT
 DN0863_STAMPING: V 230 1952
 DN0863_MARK LOGO: CGS   
 DN0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0863
 DN0863  HISTORY     - Date     Condition        Report By
 DN0863  HISTORY     - 1952     MONUMENTED       CGS
 DN0863  HISTORY     - 1984     GOOD             NGS
 DN0863  HISTORY     - 19961116 GOOD             USPSQD
 DN0863
 DN0863                          STATION DESCRIPTION
 DN0863
 DN0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0863'0.3 MI SE FROM BOWIE.
 DN0863'0.3 MILE SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0863'THE STATION AT BOWIE, 5 POLES NORTHWEST OF MILEPOST 68, 5.6 FEET
 DN0863'NORTHEAST OF THE NORTHEAST RAIL, 3 FEET BELOW THE TOP OF THE RAILS,
 DN0863'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE
 DN0863'UNDERPASS OF MILL STREET.
 DN0863
 DN0863                          STATION RECOVERY (1984)
 DN0863
 DN0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0863'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 DN0863'FORT WORTH AND DENVER RAILROAD IS NOW THE BURLINGTON NORTHERN
 DN0863'RAILROAD.
 DN0863
 DN0863                          STATION RECOVERY (1996)
 DN0863
 DN0863'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0813 ***********************************************************************
 DN0813  DESIGNATION -  V 231
 DN0813  PID         -  DN0813
 DN0813  STATE/COUNTY-  TX/MONTAGUE
 DN0813  USGS QUAD   -  STONEBURG (1976)
 DN0813
 DN0813                         *CURRENT SURVEY CONTROL
 DN0813  ___________________________________________________________________
 DN0813* NAD 83(1986)-  33 37 42.     (N)    097 53 29.     (W)     SCALED    
 DN0813* NAVD 88     -       294.621  (meters)     966.60   (feet)  ADJUSTED  
 DN0813  ___________________________________________________________________
 DN0813  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0813  DYNAMIC HT  -         294.297 (meters)     965.54  (feet)  COMP
 DN0813  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 DN0813
 DN0813  VERT ORDER  -  FIRST     CLASS II
 DN0813
 DN0813.The horizontal coordinates were scaled from a topographic map and have
 DN0813.an estimated accuracy of +/- 6 seconds.
 DN0813
 DN0813.The orthometric height was determined by differential leveling
 DN0813.and adjusted by the National Geodetic Survey in June 1991..
 DN0813
 DN0813.The geoid height was determined by GEOID03.
 DN0813
 DN0813.The dynamic height is computed by dividing the NAVD 88
 DN0813.geopotential number by the normal gravity value computed on the
 DN0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0813.degrees latitude (g = 980.6199 gals.).
 DN0813
 DN0813.The modeled gravity was interpolated from observed gravity values.
 DN0813
 DN0813;                    North         East    Units  Estimated Accuracy
 DN0813;SPC TXNC     - 2,217,700.      656,470.      MT  (+/- 180 meters Scaled)
 DN0813
 DN0813                          SUPERSEDED SURVEY CONTROL
 DN0813
 DN0813  NGVD 29 (??/??/92)  294.516  (m)          966.26   (f) ADJ UNCH    1 2
 DN0813
 DN0813.Superseded values are not recommended for survey control.
 DN0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0813.See file dsdata.txt to determine how the superseded data were derived.
 DN0813
 DN0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC028214(NAD 83)
 DN0813_MARKER: DB = BENCH MARK DISK
 DN0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0813_STAMPING: V 231 1952
 DN0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0813+STABILITY: SURFACE MOTION
 DN0813
 DN0813  HISTORY     - Date     Condition        Report By
 DN0813  HISTORY     - 1952     MONUMENTED       CGS
 DN0813  HISTORY     - 1984     GOOD             NGS
 DN0813  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0813
 DN0813                          STATION DESCRIPTION
 DN0813
 DN0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0813'5.4 MI N FROM BOWIE.
 DN0813'5.4 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0813'FROM THE STATION AT BOWIE, 17 POLES SOUTH OF MILEPOST 538, 42 FEET
 DN0813'EAST OF THE EAST RAIL, 4.6 FEET EAST OF A TELEGRAPH POLE, 4.2 FEET
 DN0813'WEST OF A FENCE, 3.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 DN0813'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 DN0813
 DN0813                          STATION RECOVERY (1984)
 DN0813
 DN0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0813'RECOVERED IN GOOD CONDITION.
 DN0813
 DN0813                          STATION RECOVERY (1986)
 DN0813
 DN0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1078 ***********************************************************************
 BY1078  DESIGNATION -  V 232
 BY1078  PID         -  BY1078
 BY1078  STATE/COUNTY-  TX/NACOGDOCHES
 BY1078  USGS QUAD   -  CUSHING (1973)
 BY1078
 BY1078                         *CURRENT SURVEY CONTROL
 BY1078  ___________________________________________________________________
 BY1078* NAD 83(1986)-  31 47 10.     (N)    094 46 43.     (W)     SCALED    
 BY1078* NAVD 88     -       134.056  (meters)     439.82   (feet)  ADJUSTED  
 BY1078  ___________________________________________________________________
 BY1078  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1078  DYNAMIC HT  -         133.893 (meters)     439.28  (feet)  COMP
 BY1078  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 BY1078
 BY1078  VERT ORDER  -  FIRST     CLASS II
 BY1078
 BY1078.The horizontal coordinates were scaled from a topographic map and have
 BY1078.an estimated accuracy of +/- 6 seconds.
 BY1078
 BY1078.The orthometric height was determined by differential leveling
 BY1078.and adjusted by the National Geodetic Survey in June 1991..
 BY1078
 BY1078.The geoid height was determined by GEOID03.
 BY1078
 BY1078.The dynamic height is computed by dividing the NAVD 88
 BY1078.geopotential number by the normal gravity value computed on the
 BY1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1078.degrees latitude (g = 980.6199 gals.).
 BY1078
 BY1078.The modeled gravity was interpolated from observed gravity values.
 BY1078
 BY1078;                    North         East    Units  Estimated Accuracy
 BY1078;SPC TX C     - 3,248,090.    1,225,870.      MT  (+/- 180 meters Scaled)
 BY1078
 BY1078                          SUPERSEDED SURVEY CONTROL
 BY1078
 BY1078  NGVD 29 (??/??/92)  134.087  (m)          439.92   (f) ADJ UNCH    1 2
 BY1078
 BY1078.Superseded values are not recommended for survey control.
 BY1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1078.See file dsdata.txt to determine how the superseded data were derived.
 BY1078
 BY1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR316181(NAD 83)
 BY1078_MARKER: DB = BENCH MARK DISK
 BY1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1078_STAMPING: V 232 1952
 BY1078_PROJECTION: PROJECTING 8 CENTIMETERS
 BY1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1078+STABILITY: SURFACE MOTION
 BY1078
 BY1078  HISTORY     - Date     Condition        Report By
 BY1078  HISTORY     - 1952     MONUMENTED       CGS
 BY1078  HISTORY     - 1979     GOOD             NGS
 BY1078  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1078
 BY1078                          STATION DESCRIPTION
 BY1078
 BY1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1078'4.2 MI SE FROM CUSHING.
 BY1078'4.2 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1078'STATION AT CUSHING, 8 POLES SOUTHEAST OF MILEPOST 168, 91 FEET
 BY1078'SOUTHWEST OF THE SOUTHWEST RAIL, AT A ROAD CROSSING, 35 FEET SOUTHEAST
 BY1078'OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF A FENCE CORNER, 1.4
 BY1078'FEET NORTHWEST OF A FENCE, 1.4 FEET NORTHEAST OF A WITNESS POST, SET
 BY1078'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BY1078'GROUND.
 BY1078
 BY1078                          STATION RECOVERY (1979)
 BY1078
 BY1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1078'4.15 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM
 BY1078'ROAD 225 IN CUSHING, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD, AT THE
 BY1078'JUNCTION OF A DIRT SIDE ROAD LEADING SOUTHWEST ACROSS THE SOUTHERN
 BY1078'PACIFIC RAILROAD, 91.0 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 35.0 FT.
 BY1078'SOUTHEAST OF THE CENTERLINE OF THE DIRT SIDE ROAD, 1.4 FT. NORTHWEST
 BY1078'OF A FENCE.
 BY1078'THE MARK IS 1.4 FT  NE FROM A WITNESS POST.
 BY1078
 BY1078                          STATION RECOVERY (1998)
 BY1078
 BY1078'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2080 ***********************************************************************
 BY2080  DESIGNATION -  V 233
 BY2080  PID         -  BY2080
 BY2080  STATE/COUNTY-  TX/ANDERSON
 BY2080  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2080
 BY2080                         *CURRENT SURVEY CONTROL
 BY2080  ___________________________________________________________________
 BY2080* NAD 83(1986)-  31 51 03.     (N)    095 31 15.     (W)     SCALED    
 BY2080* NAVD 88     -       121.017  (meters)     397.04   (feet)  ADJUSTED  
 BY2080  ___________________________________________________________________
 BY2080  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY2080  DYNAMIC HT  -         120.871 (meters)     396.56  (feet)  COMP
 BY2080  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 BY2080
 BY2080  VERT ORDER  -  FIRST     CLASS II
 BY2080
 BY2080.The horizontal coordinates were scaled from a topographic map and have
 BY2080.an estimated accuracy of +/- 6 seconds.
 BY2080
 BY2080.The orthometric height was determined by differential leveling
 BY2080.and adjusted by the National Geodetic Survey in June 1991..
 BY2080
 BY2080.The geoid height was determined by GEOID03.
 BY2080
 BY2080.The dynamic height is computed by dividing the NAVD 88
 BY2080.geopotential number by the normal gravity value computed on the
 BY2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2080.degrees latitude (g = 980.6199 gals.).
 BY2080
 BY2080.The modeled gravity was interpolated from observed gravity values.
 BY2080
 BY2080;                    North         East    Units  Estimated Accuracy
 BY2080;SPC TX C     - 3,251,990.    1,155,340.      MT  (+/- 180 meters Scaled)
 BY2080
 BY2080                          SUPERSEDED SURVEY CONTROL
 BY2080
 BY2080  NGVD 29 (??/??/92)  121.022  (m)          397.05   (f) ADJ UNCH    1 2
 BY2080
 BY2080.Superseded values are not recommended for survey control.
 BY2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2080.See file dsdata.txt to determine how the superseded data were derived.
 BY2080
 BY2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR614266(NAD 83)
 BY2080_MARKER: DB = BENCH MARK DISK
 BY2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2080_STAMPING: V 233 1952
 BY2080_PROJECTION: PROJECTING 6 CENTIMETERS
 BY2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2080+STABILITY: SURFACE MOTION
 BY2080
 BY2080  HISTORY     - Date     Condition        Report By
 BY2080  HISTORY     - 1952     MONUMENTED       CGS
 BY2080  HISTORY     - 1964     GOOD             NGS
 BY2080  HISTORY     - 1979     GOOD             USGS
 BY2080  HISTORY     - 1980     GOOD             NGS
 BY2080
 BY2080                          STATION DESCRIPTION
 BY2080
 BY2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BY2080'1.8 MI SW FROM NECHES.
 BY2080'1.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY2080'NECHES, 150 FEET NORTHEAST OF THE NORTHEAST END OF A 300 FOOT FILL,
 BY2080'50.3 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 BY2080'SOUTHWEST OF A 12 INCH PINE TREE, 1 FOOT NORTHWEST OF A FENCE, 3 FEET
 BY2080'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY2080'PROJECTS 0.6 FOOT ABOVE GROUND.  NOTE-- U.S. HIGHWAY 79 NOW BY PASSES
 BY2080'NECHES, AND THE ROAD IS NOW FARM ROAD 2267 WHICH USE TO BE U. S.
 BY2080'HIGHWAY 79 THROUGH NECHES.  ALL DISTANCES AND MILEAGE TO REACH THE
 BY2080'BENCH MARK FROM NECHES STILL APPLY FOR RECOVERY.
 BY2080
 BY2080                          STATION RECOVERY (1979)
 BY2080
 BY2080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY2080'NEW DESCRIPTION .35 MILE NORTH ALONG N. SYCAMORE STREET FROM THE
 BY2080'POST OFFICE AT PALESTINE, THENCE 7.45 MI NORTHEAST ALONG U.S. HIGHWAY
 BY2080'79 TO Y-RD NORTHEAST, THENCE .85 MI NORTHEAST ALONG FARM ROAD 2574,
 BY2080'150 FEET NORTHEAST OF THE NORTHEAST END OF A 300 FOOT FILL, 50.3 FEET
 BY2080'SOUTHEAST OF THE CENTER LINE OF THE HIGH-WAY, 1 FOOT NORTHWEST OF A
 BY2080'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 BY2080'ABOVE THE GROUND.
 BY2080
 BY2080                          STATION RECOVERY (1980)
 BY2080
 BY2080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2080'2.9 KM. (1.8 MI.) SOUTHWEST ALONG FARM ROAD 2574 FROM THE POST OFFICE
 BY2080'IN NECHES, ABOUT 50 M. (165 FT.) NORTHEAST OF THE NORTHEAST END OF A
 BY2080'100-M. FILL, 15.4 M. (50.5 FT.) SOUTHEAST OF THE CENTERLINE OF THE
 BY2080'ROAD, 0.3 M. (1.0 FT.) NORTHWEST OF A FENCE.
 BY2080'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 BY2080'THE MARK IS ABOVE LEVEL WITH FARM ROAD 2574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0431 ***********************************************************************
 FM0431  DESIGNATION -  V 234
 FM0431  PID         -  FM0431
 FM0431  STATE/COUNTY-  TX/HARTLEY
 FM0431  USGS QUAD   -  KING (1973)
 FM0431
 FM0431                         *CURRENT SURVEY CONTROL
 FM0431  ___________________________________________________________________
 FM0431* NAD 83(1986)-  35 58 14.     (N)    102 38 27.     (W)     SCALED    
 FM0431* NAVD 88     -      1228.236  (meters)    4029.64   (feet)  ADJUSTED  
 FM0431  ___________________________________________________________________
 FM0431  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 FM0431  DYNAMIC HT  -        1226.798 (meters)    4024.92  (feet)  COMP
 FM0431  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 FM0431
 FM0431  VERT ORDER  -  FIRST     CLASS II
 FM0431
 FM0431.The horizontal coordinates were scaled from a topographic map and have
 FM0431.an estimated accuracy of +/- 6 seconds.
 FM0431
 FM0431.The orthometric height was determined by differential leveling
 FM0431.and adjusted by the National Geodetic Survey in June 1991..
 FM0431
 FM0431.The geoid height was determined by GEOID03.
 FM0431
 FM0431.The dynamic height is computed by dividing the NAVD 88
 FM0431.geopotential number by the normal gravity value computed on the
 FM0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0431.degrees latitude (g = 980.6199 gals.).
 FM0431
 FM0431.The modeled gravity was interpolated from observed gravity values.
 FM0431
 FM0431;                    North         East    Units  Estimated Accuracy
 FM0431;SPC TX N     - 1,219,210.       97,110.      MT  (+/- 180 meters Scaled)
 FM0431
 FM0431                          SUPERSEDED SURVEY CONTROL
 FM0431
 FM0431  NGVD 29 (??/??/92) 1227.680  (m)         4027.81   (f) ADJ UNCH    1 2
 FM0431
 FM0431.Superseded values are not recommended for survey control.
 FM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0431.See file dsdata.txt to determine how the superseded data were derived.
 FM0431
 FM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV127832(NAD 83)
 FM0431_MARKER: DB = BENCH MARK DISK
 FM0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0431_STAMPING: V 234 1933
 FM0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0431+STABILITY: SURFACE MOTION
 FM0431
 FM0431  HISTORY     - Date     Condition        Report By
 FM0431  HISTORY     - 1933     MONUMENTED       CGS
 FM0431
 FM0431                          STATION DESCRIPTION
 FM0431
 FM0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0431'9.3 MI SW FROM DALHART.
 FM0431'9.3 MILES SOUTH WEST OF THE COURT HOUSE.  ALONG THE ROCK ISLAND
 FM0431'RAILROAD.  AT REHM.  OPPOSITE MILE POLE NO. 555.  SET IN POST, 97 FEET
 FM0431'SOUTH EAST OF THE CENTER LINE OF THE TRACKS AND 2 FEET NORTH WEST OF
 FM0431'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0016 ***********************************************************************
 FM0016  DESIGNATION -  V 235
 FM0016  PID         -  FM0016
 FM0016  STATE/COUNTY-  TX/HARTLEY
 FM0016  USGS QUAD   -  HARTLEY SE (1963)
 FM0016
 FM0016                         *CURRENT SURVEY CONTROL
 FM0016  ___________________________________________________________________
 FM0016* NAD 83(1986)-  35 45 11.     (N)    102 19 17.     (W)     SCALED    
 FM0016* NAVD 88     -      1195.442  (meters)    3922.05   (feet)  ADJUSTED  
 FM0016  ___________________________________________________________________
 FM0016  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 FM0016  DYNAMIC HT  -        1194.026 (meters)    3917.40  (feet)  COMP
 FM0016  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 FM0016
 FM0016  VERT ORDER  -  FIRST     CLASS II
 FM0016
 FM0016.The horizontal coordinates were scaled from a topographic map and have
 FM0016.an estimated accuracy of +/- 6 seconds.
 FM0016
 FM0016.The orthometric height was determined by differential leveling
 FM0016.and adjusted by the National Geodetic Survey in June 1991..
 FM0016
 FM0016.The geoid height was determined by GEOID03.
 FM0016
 FM0016.The dynamic height is computed by dividing the NAVD 88
 FM0016.geopotential number by the normal gravity value computed on the
 FM0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0016.degrees latitude (g = 980.6199 gals.).
 FM0016
 FM0016.The modeled gravity was interpolated from observed gravity values.
 FM0016
 FM0016;                    North         East    Units  Estimated Accuracy
 FM0016;SPC TX N     - 1,194,790.      125,720.      MT  (+/- 180 meters Scaled)
 FM0016
 FM0016                          SUPERSEDED SURVEY CONTROL
 FM0016
 FM0016  NGVD 29 (??/??/92) 1194.853  (m)         3920.11   (f) ADJ UNCH    1 2
 FM0016
 FM0016.Superseded values are not recommended for survey control.
 FM0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0016.See file dsdata.txt to determine how the superseded data were derived.
 FM0016
 FM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV421598(NAD 83)
 FM0016_MARKER: DB = BENCH MARK DISK
 FM0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0016_STAMPING: V-235 1933
 FM0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0016+STABILITY: SURFACE MOTION
 FM0016
 FM0016  HISTORY     - Date     Condition        Report By
 FM0016  HISTORY     - 1933     MONUMENTED       CGS
 FM0016  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0016  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0016
 FM0016                          STATION DESCRIPTION
 FM0016
 FM0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0016'5.0 MI NW FROM CHANNING.
 FM0016'5.0 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0016'CITY RAILROAD.  AT MILE POLE NO. 393.  OPPOSITE POWER LINE GUY POLE ON
 FM0016'NORTH EAST SIDE OF TRACKS.  SET IN POST, 36 FEET SOUTH WEST OF THE
 FM0016'CENTERLINE OF THE TRACKS AND 7 FEET SOUTH EAST OF POLE.
 FM0016
 FM0016                          STATION RECOVERY (1963)
 FM0016
 FM0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0016'MARK NOT FOUND.
 FM0016
 FM0016                          STATION RECOVERY (1985)
 FM0016
 FM0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0016'THERE HAS BEEN EXLENSIVE GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0241 ***********************************************************************
 FM0241  DESIGNATION -  V 236
 FM0241  PID         -  FM0241
 FM0241  STATE/COUNTY-  TX/POTTER
 FM0241  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0241
 FM0241                         *CURRENT SURVEY CONTROL
 FM0241  ___________________________________________________________________
 FM0241* NAD 83(1986)-  35 21 19.     (N)    102 02 32.     (W)     SCALED    
 FM0241* NAVD 88     -      1003.699  (meters)    3292.97   (feet)  ADJUSTED  
 FM0241  ___________________________________________________________________
 FM0241  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FM0241  DYNAMIC HT  -        1002.518 (meters)    3289.09  (feet)  COMP
 FM0241  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 FM0241
 FM0241  VERT ORDER  -  FIRST     CLASS II
 FM0241
 FM0241.The horizontal coordinates were scaled from a topographic map and have
 FM0241.an estimated accuracy of +/- 6 seconds.
 FM0241
 FM0241.The orthometric height was determined by differential leveling
 FM0241.and adjusted by the National Geodetic Survey in June 1991..
 FM0241
 FM0241.The geoid height was determined by GEOID03.
 FM0241
 FM0241.The dynamic height is computed by dividing the NAVD 88
 FM0241.geopotential number by the normal gravity value computed on the
 FM0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0241.degrees latitude (g = 980.6199 gals.).
 FM0241
 FM0241.The modeled gravity was interpolated from observed gravity values.
 FM0241
 FM0241;                    North         East    Units  Estimated Accuracy
 FM0241;SPC TX N     - 1,150,490.      150,720.      MT  (+/- 180 meters Scaled)
 FM0241
 FM0241                          SUPERSEDED SURVEY CONTROL
 FM0241
 FM0241  NGVD 29 (??/??/92) 1003.224  (m)         3291.41   (f) ADJ UNCH    1 2
 FM0241
 FM0241.Superseded values are not recommended for survey control.
 FM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0241.See file dsdata.txt to determine how the superseded data were derived.
 FM0241
 FM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV687164(NAD 83)
 FM0241_MARKER: DB = BENCH MARK DISK
 FM0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0241_SP_SET: ABUTMENT
 FM0241_STAMPING: V-236 1933
 FM0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0241
 FM0241  HISTORY     - Date     Condition        Report By
 FM0241  HISTORY     - 1933     MONUMENTED       CGS
 FM0241  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0241
 FM0241                          STATION DESCRIPTION
 FM0241
 FM0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0241'3.4 MI SE FROM BODEN.
 FM0241'3.4 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0241'CITY RAILROAD.  AT 360 FOOT 12 SPAN BRIDGE WITH CONCRETE PIERS, NO.
 FM0241'354-40.  SET IN THE EAST END OF THE NORTH ABUTMENT, 10 FEET NORTH OF
 FM0241'THE CENTERLINE OF THE TRACKS.
 FM0241
 FM0241                          STATION RECOVERY (1985)
 FM0241
 FM0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0241'THE MARK MAY STILL BE IN PLACE UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0032 ***********************************************************************
 GL0032  DESIGNATION -  V 237
 GL0032  PID         -  GL0032
 GL0032  STATE/COUNTY-  TX/DALLAM
 GL0032  USGS QUAD   -  WILCO NE (1965)
 GL0032
 GL0032                         *CURRENT SURVEY CONTROL
 GL0032  ___________________________________________________________________
 GL0032* NAD 83(1986)-  36 13 31.     (N)    102 15 13.     (W)     SCALED    
 GL0032* NAVD 88     -      1164.224  (meters)    3819.62   (feet)  ADJUSTED  
 GL0032  ___________________________________________________________________
 GL0032  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 GL0032  DYNAMIC HT  -        1162.913 (meters)    3815.32  (feet)  COMP
 GL0032  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 GL0032
 GL0032  VERT ORDER  -  FIRST     CLASS II
 GL0032
 GL0032.The horizontal coordinates were scaled from a topographic map and have
 GL0032.an estimated accuracy of +/- 6 seconds.
 GL0032
 GL0032.The orthometric height was determined by differential leveling
 GL0032.and adjusted by the National Geodetic Survey in June 1991..
 GL0032
 GL0032.The geoid height was determined by GEOID03.
 GL0032
 GL0032.The dynamic height is computed by dividing the NAVD 88
 GL0032.geopotential number by the normal gravity value computed on the
 GL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0032.degrees latitude (g = 980.6199 gals.).
 GL0032
 GL0032.The modeled gravity was interpolated from observed gravity values.
 GL0032
 GL0032;                    North         East    Units  Estimated Accuracy
 GL0032;SPC TX N     - 1,247,130.      132,250.      MT  (+/- 180 meters Scaled)
 GL0032
 GL0032                          SUPERSEDED SURVEY CONTROL
 GL0032
 GL0032.No superseded survey control is available for this station.
 GL0032
 GL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA468124(NAD 83)
 GL0032_MARKER: DB = BENCH MARK DISK
 GL0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0032_STAMPING: V-237, 1933
 GL0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0032+STABILITY: SURFACE MOTION
 GL0032
 GL0032  HISTORY     - Date     Condition        Report By
 GL0032  HISTORY     - 1933     MONUMENTED       CGS
 GL0032  HISTORY     - 1952     GOOD             NGS
 GL0032
 GL0032                          STATION DESCRIPTION
 GL0032
 GL0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0032'1.0 MI SW FROM CONLEN.
 GL0032'1.0 MILES SOUTH WEST OF CONLEN DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0032'AT ROAD CROSSING, 2 POLES NORTH EAST OF MILE POLE NO. 527.  SET IN
 GL0032'POST, 45 FEET NORTH WEST OF THE CENTERLINE OF THE TRACKS AND 3 FEET
 GL0032'NORTH EAST OF THE POLE.
 GL0032
 GL0032                          STATION RECOVERY (1952)
 GL0032
 GL0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0462 ***********************************************************************
 BM0462  DESIGNATION -  V 238
 BM0462  PID         -  BM0462
 BM0462  STATE/COUNTY-  TX/BASTROP
 BM0462  USGS QUAD   -  SMITHVILLE (1982)
 BM0462
 BM0462                         *CURRENT SURVEY CONTROL
 BM0462  ___________________________________________________________________
 BM0462* NAD 83(1986)-  30 01 08.     (N)    097 10 47.     (W)     SCALED    
 BM0462* NAVD 88     -        97.354  (meters)     319.40   (feet)  ADJUSTED  
 BM0462  ___________________________________________________________________
 BM0462  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BM0462  DYNAMIC HT  -          97.223 (meters)     318.97  (feet)  COMP
 BM0462  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 BM0462
 BM0462  VERT ORDER  -  FIRST     CLASS I
 BM0462
 BM0462.The horizontal coordinates were scaled from a topographic map and have
 BM0462.an estimated accuracy of +/- 6 seconds.
 BM0462
 BM0462.The orthometric height was determined by differential leveling
 BM0462.and adjusted by the National Geodetic Survey in June 1991..
 BM0462.WARNING-Repeat measurements at this control monument indicate possible
 BM0462.vertical movement.
 BM0462
 BM0462.The geoid height was determined by GEOID03.
 BM0462
 BM0462.The dynamic height is computed by dividing the NAVD 88
 BM0462.geopotential number by the normal gravity value computed on the
 BM0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0462.degrees latitude (g = 980.6199 gals.).
 BM0462
 BM0462.The modeled gravity was interpolated from observed gravity values.
 BM0462
 BM0462;                    North         East    Units  Estimated Accuracy
 BM0462;SPC TX C     - 3,043,360.    1,004,190.      MT  (+/- 180 meters Scaled)
 BM0462
 BM0462                          SUPERSEDED SURVEY CONTROL
 BM0462
 BM0462  NGVD 29 (??/??/92)   97.303  (m)          319.23   (f) ADJ UNCH    1 1
 BM0462
 BM0462.Superseded values are not recommended for survey control.
 BM0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0462.See file dsdata.txt to determine how the superseded data were derived.
 BM0462
 BM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU755222(NAD 83)
 BM0462_MARKER: DB = BENCH MARK DISK
 BM0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0462_SP_SET: CULVERT
 BM0462_STAMPING: V 238 1953
 BM0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0462+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 BM0462
 BM0462  HISTORY     - Date     Condition        Report By
 BM0462  HISTORY     - 1953     MONUMENTED       CGS
 BM0462  HISTORY     - 1973     GOOD             NGS
 BM0462  HISTORY     - 1978     GOOD             NGS
 BM0462  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0462  HISTORY     - 20041113 GOOD             USPSQD
 BM0462
 BM0462                          STATION DESCRIPTION
 BM0462
 BM0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0462'1.2 MI NW FROM SMITHVILLE.
 BM0462'ABOUT 1.2 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0462'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 95 AT SMITHVILLE, 0.2 MILE
 BM0462'NORTHWEST OF MILEPOST 968, 14.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 BM0462'39.2 FOOT SOUTHEAST OF A YARD LIMIT SIGN, SET IN THE TOP OF THE
 BM0462'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL FOR A 10-FOOT ARCH
 BM0462'CULVERT AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 BM0462
 BM0462                          STATION RECOVERY (1978)
 BM0462
 BM0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0462'RECOVERED IN GOOD CONDITION.
 BM0462
 BM0462                          STATION RECOVERY (1999)
 BM0462
 BM0462'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0462'MARK NOT FOUND.
 BM0462
 BM0462                          STATION RECOVERY (2004)
 BM0462
 BM0462'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGG)
 BM0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0951 ***********************************************************************
 BZ0951  DESIGNATION -  V 239
 BZ0951  PID         -  BZ0951
 BZ0951  STATE/COUNTY-  TX/BELL
 BZ0951  USGS QUAD   -  FORT HOOD (1995)
 BZ0951
 BZ0951                         *CURRENT SURVEY CONTROL
 BZ0951  ___________________________________________________________________
 BZ0951* NAD 83(1986)-  31 08 09.     (N)    097 47 16.     (W)     SCALED    
 BZ0951* NAVD 88     -       284.547  (meters)     933.55   (feet)  ADJUSTED  
 BZ0951  ___________________________________________________________________
 BZ0951  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BZ0951  DYNAMIC HT  -         284.166 (meters)     932.30  (feet)  COMP
 BZ0951  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 BZ0951
 BZ0951  VERT ORDER  -  FIRST     CLASS II
 BZ0951
 BZ0951.The horizontal coordinates were scaled from a topographic map and have
 BZ0951.an estimated accuracy of +/- 6 seconds.
 BZ0951
 BZ0951.The orthometric height was determined by differential leveling
 BZ0951.and adjusted by the National Geodetic Survey in June 1991..
 BZ0951
 BZ0951.The geoid height was determined by GEOID03.
 BZ0951
 BZ0951.The dynamic height is computed by dividing the NAVD 88
 BZ0951.geopotential number by the normal gravity value computed on the
 BZ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0951.degrees latitude (g = 980.6199 gals.).
 BZ0951
 BZ0951.The modeled gravity was interpolated from observed gravity values.
 BZ0951
 BZ0951;                    North         East    Units  Estimated Accuracy
 BZ0951;SPC TX C     - 3,165,640.      942,720.      MT  (+/- 180 meters Scaled)
 BZ0951
 BZ0951                          SUPERSEDED SURVEY CONTROL
 BZ0951
 BZ0951  NGVD 29 (??/??/92)  284.466  (m)          933.29   (f) ADJ UNCH    1 2
 BZ0951
 BZ0951.Superseded values are not recommended for survey control.
 BZ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0951.See file dsdata.txt to determine how the superseded data were derived.
 BZ0951
 BZ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV155452(NAD 83)
 BZ0951_MARKER: DB = BENCH MARK DISK
 BZ0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0951_STAMPING: V 239 1953
 BZ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0951+STABILITY: SURFACE MOTION
 BZ0951
 BZ0951  HISTORY     - Date     Condition        Report By
 BZ0951  HISTORY     - 1953     MONUMENTED       CGS
 BZ0951  HISTORY     - 1957     GOOD             DOD
 BZ0951  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0951
 BZ0951                          STATION DESCRIPTION
 BZ0951
 BZ0951'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0951'5.0 MI NW FROM KILLEEN.
 BZ0951'5.0 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 3.6 MILES WEST ALONG THE
 BZ0951'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.2 MILE NORTH
 BZ0951'ALONG TWO HUNDRED AND SEVENTY-NINTH STREET, 0.2 MILE EAST ALONG SPUR
 BZ0951'DRIVE, 0.2 MILE NORTH ALONG TWO HUNDRED AND SEVENTY-SEVENTH STREET,
 BZ0951'0.2 MILE EAST ALONG WAREHOUSE AVENUE, 0.6 MILE NORTH ALONG TWO HUNDRED
 BZ0951'AND SEVENTY-SECOND AND ONE HUNDRED AND SEVENTY-SECOND STREETS, ON THE
 BZ0951'FORT HOOD MILITARY RESERVATION, 52 FEET NORTHWEST OF THE CENTER OF THE
 BZ0951'JUNCTION OF HOSPITAL ROAD, 36 FEET WEST OF THE CENTERLINE OF ONE
 BZ0951'HUNDRED AND SEVENTY-SECOND STREET, 10 FEET NORTHEAST OF A CONCRETE
 BZ0951'STREET-MARKER, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BZ0951'FOOT ABOVE GROUND.
 BZ0951
 BZ0951                          STATION RECOVERY (2001)
 BZ0951
 BZ0951'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0132 ***********************************************************************
 BQ0132  DESIGNATION -  V 24
 BQ0132  PID         -  BQ0132
 BQ0132  STATE/COUNTY-  TX/PRESIDIO
 BQ0132  USGS QUAD   -  MARFA (1983)
 BQ0132
 BQ0132                         *CURRENT SURVEY CONTROL
 BQ0132  ___________________________________________________________________
 BQ0132* NAD 83(1986)-  30 18 47.     (N)    104 00 29.     (W)     SCALED    
 BQ0132* NAVD 88     -      1435.890  (meters)    4710.92   (feet)  POSTED    
 BQ0132  ___________________________________________________________________
 BQ0132  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 BQ0132  DYNAMIC HT  -        1433.490 (meters)    4703.04  (feet)  COMP
 BQ0132  MODELED GRAV-     978,922.3   (mgal)                       NAVD 88
 BQ0132
 BQ0132  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BQ0132
 BQ0132.The horizontal coordinates were scaled from a topographic map and have
 BQ0132.an estimated accuracy of +/- 6 seconds.
 BQ0132
 BQ0132.The orthometric height was determined by differential leveling
 BQ0132.and adjusted by the National Geodetic Survey in 1992..
 BQ0132.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BQ0132.rate of 0.0 thru 1.0 mm/km.
 BQ0132
 BQ0132.The geoid height was determined by GEOID03.
 BQ0132
 BQ0132.The dynamic height is computed by dividing the NAVD 88
 BQ0132.geopotential number by the normal gravity value computed on the
 BQ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0132.degrees latitude (g = 980.6199 gals.).
 BQ0132
 BQ0132.The modeled gravity was interpolated from observed gravity values.
 BQ0132
 BQ0132;                    North         East    Units  Estimated Accuracy
 BQ0132;SPC TXSC     - 4,285,140.      118,460.      MT  (+/- 180 meters Scaled)
 BQ0132
 BQ0132                          SUPERSEDED SURVEY CONTROL
 BQ0132
 BQ0132.No superseded survey control is available for this station.
 BQ0132
 BQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP953538(NAD 83)
 BQ0132_MARKER: DB = BENCH MARK DISK
 BQ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0132_STAMPING: V 24 1917
 BQ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0132+STABILITY: SURFACE MOTION
 BQ0132
 BQ0132  HISTORY     - Date     Condition        Report By
 BQ0132  HISTORY     - 1917     MONUMENTED       CGS
 BQ0132  HISTORY     - 1957     MARK NOT FOUND   NGS
 BQ0132  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0132
 BQ0132                          STATION DESCRIPTION
 BQ0132
 BQ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0132'0.8 MI E FROM MARFA.
 BQ0132'ABOUT 0.8 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BQ0132'STATION AT MARFA, PRESIDIO COUNTY, AT MILEPOST 632, AND 50 FEET NORTH
 BQ0132'OF THE TRACK.  A STANDARD DISK, STAMPED V 24 1917 AND SET IN THE TOP
 BQ0132'OF A CONCRETE POST.
 BQ0132
 BQ0132                          STATION RECOVERY (1966)
 BQ0132
 BQ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0544 ***********************************************************************
 BM0544  DESIGNATION -  V 240
 BM0544  PID         -  BM0544
 BM0544  STATE/COUNTY-  TX/TRAVIS
 BM0544  USGS QUAD   -  MANOR (1988)
 BM0544
 BM0544                         *CURRENT SURVEY CONTROL
 BM0544  ___________________________________________________________________
 BM0544* NAD 83(1986)-  30 20 32.     (N)    097 34 28.     (W)     SCALED    
 BM0544* NAVD 88     -       158.24   (+/-2cm)     519.2    (feet)  VERTCON   
 BM0544  ___________________________________________________________________
 BM0544  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM0544
 BM0544  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0544
 BM0544.The horizontal coordinates were scaled from a topographic map and have
 BM0544.an estimated accuracy of +/- 6 seconds.
 BM0544
 BM0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0544.The vertical order pertains to the NGVD 29 superseded value.
 BM0544
 BM0544.The geoid height was determined by GEOID03.
 BM0544
 BM0544;                    North         East    Units  Estimated Accuracy
 BM0544;SPC TX C     - 3,078,180.      965,240.      MT  (+/- 180 meters Scaled)
 BM0544
 BM0544                          SUPERSEDED SURVEY CONTROL
 BM0544
 BM0544  NGVD 29 (??/??/92)  158.151  (m)          518.87   (f) ADJ UNCH    1 2
 BM0544
 BM0544.Superseded values are not recommended for survey control.
 BM0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0544.See file dsdata.txt to determine how the superseded data were derived.
 BM0544
 BM0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU370575(NAD 83)
 BM0544_MARKER: DB = BENCH MARK DISK
 BM0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0544_SP_SET: BRIDGE
 BM0544_STAMPING: V 240 1953
 BM0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0544+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 BM0544
 BM0544  HISTORY     - Date     Condition        Report By
 BM0544  HISTORY     - 1953     MONUMENTED       CGS
 BM0544  HISTORY     - 1990     GOOD             USPSQD
 BM0544  HISTORY     - 19910710 GOOD             USPSQD
 BM0544  HISTORY     - 19950624 GOOD             USPSQD
 BM0544  HISTORY     - 20010224 GOOD             USPSQD
 BM0544  HISTORY     - 20030308 GOOD             USPSQD
 BM0544
 BM0544                          STATION DESCRIPTION
 BM0544
 BM0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0544'13.35 MI W FROM ELGIN.
 BM0544'13.35 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0544'WEST OF MILEPOST 101, 125 FEET NORTH OF THE NORTH RAIL, 10.5 FEET
 BM0544'NORTH OF THE CENTER LINE OF A PAVED ROAD, SET IN THE TOP OF THE WEST
 BM0544'END OF THE BASE OF THE NORTH GUARD RAIL OF A 185 FOOT CONCRETE BRIDGE.
 BM0544
 BM0544                          STATION RECOVERY (1990)
 BM0544
 BM0544'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCG)
 BM0544'RECOVERED IN GOOD CONDITION.
 BM0544
 BM0544                          STATION RECOVERY (1991)
 BM0544
 BM0544'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0544'RECOVERED IN GOOD CONDITION.
 BM0544
 BM0544                          STATION RECOVERY (1995)
 BM0544
 BM0544'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0544'RECOVERED IN GOOD CONDITION.
 BM0544
 BM0544                          STATION RECOVERY (2001)
 BM0544
 BM0544'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 BM0544'RECOVERED IN GOOD CONDITION.
 BM0544
 BM0544                          STATION RECOVERY (2003)
 BM0544
 BM0544'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0252 ***********************************************************************
 GL0252  DESIGNATION -  V 241
 GL0252  PID         -  GL0252
 GL0252  STATE/COUNTY-  TX/DALLAM
 GL0252  USGS QUAD   -  BOLIN (1973)
 GL0252
 GL0252                         *CURRENT SURVEY CONTROL
 GL0252  ___________________________________________________________________
 GL0252* NAD 83(1986)-  36 09 58.     (N)    102 41 04.     (W)     SCALED    
 GL0252* NAVD 88     -      1268.790  (meters)    4162.69   (feet)  ADJUSTED  
 GL0252  ___________________________________________________________________
 GL0252  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 GL0252  DYNAMIC HT  -        1267.317 (meters)    4157.86  (feet)  COMP
 GL0252  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 GL0252
 GL0252  VERT ORDER  -  FIRST     CLASS II
 GL0252
 GL0252.The horizontal coordinates were scaled from a topographic map and have
 GL0252.an estimated accuracy of +/- 6 seconds.
 GL0252
 GL0252.The orthometric height was determined by differential leveling
 GL0252.and adjusted by the National Geodetic Survey in June 1991..
 GL0252
 GL0252.The geoid height was determined by GEOID03.
 GL0252
 GL0252.The dynamic height is computed by dividing the NAVD 88
 GL0252.geopotential number by the normal gravity value computed on the
 GL0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0252.degrees latitude (g = 980.6199 gals.).
 GL0252
 GL0252.The modeled gravity was interpolated from observed gravity values.
 GL0252
 GL0252;                    North         East    Units  Estimated Accuracy
 GL0252;SPC TX N     - 1,240,950.       93,430.      MT  (+/- 180 meters Scaled)
 GL0252
 GL0252                          SUPERSEDED SURVEY CONTROL
 GL0252
 GL0252.No superseded survey control is available for this station.
 GL0252
 GL0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA082048(NAD 83)
 GL0252_MARKER: DB = BENCH MARK DISK
 GL0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0252+STABILITY: SURFACE MOTION
 GL0252
 GL0252  HISTORY     - Date     Condition        Report By
 GL0252  HISTORY     - UNK      MONUMENTED       CGS
 GL0252  HISTORY     - 1934     GOOD             NGS
 GL0252
 GL0252                          STATION DESCRIPTION
 GL0252
 GL0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0252'11.86 MI NW FROM DALHART.
 GL0252'11.86 MILES NORTH-WEST OF DALHART BY RAIL.  SET ON RIGHT OF WAY OF
 GL0252'FORTH WORTHAND DENVER R.R. OPPOSITE M.P. 429.  48 FT. EAST OF CENTER
 GL0252'LINE TRACK.  33 FT. WEST OF CENTER LINE OF TEXAS (U.S.) HWY. 385.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0341 ***********************************************************************
 FM0341  DESIGNATION -  V 243
 FM0341  PID         -  FM0341
 FM0341  STATE/COUNTY-  TX/OLDHAM
 FM0341  USGS QUAD   -  EVERETT (1965)
 FM0341
 FM0341                         *CURRENT SURVEY CONTROL
 FM0341  ___________________________________________________________________
 FM0341* NAD 83(1993)-  35 13 31.39814(N)    102 19 27.02616(W)     ADJUSTED  
 FM0341* NAVD 88     -      1219.474  (meters)    4000.89   (feet)  ADJUSTED  
 FM0341  ___________________________________________________________________
 FM0341  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 FM0341  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 FM0341  DYNAMIC HT  -        1217.996 (meters)    3996.04  (feet)  COMP
 FM0341  MODELED GRAV-     979,379.7   (mgal)                       NAVD 88
 FM0341
 FM0341  HORZ ORDER  -  THIRD
 FM0341  VERT ORDER  -  SECOND    CLASS 0
 FM0341
 FM0341.The horizontal coordinates were established by classical geodetic methods
 FM0341.and adjusted by the National Geodetic Survey in February 1996..
 FM0341.No horizontal observational check was made to the station.
 FM0341
 FM0341.The orthometric height was determined by differential leveling
 FM0341.and adjusted by the National Geodetic Survey in June 1991..
 FM0341
 FM0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0341
 FM0341.The geoid height was determined by GEOID03.
 FM0341
 FM0341.The dynamic height is computed by dividing the NAVD 88
 FM0341.geopotential number by the normal gravity value computed on the
 FM0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0341.degrees latitude (g = 980.6199 gals.).
 FM0341
 FM0341.The modeled gravity was interpolated from observed gravity values.
 FM0341
 FM0341;                    North         East     Units Scale Factor Converg.
 FM0341;SPC TX N     - 1,136,253.111   124,976.693   MT  0.99991649   -0 28 39.5
 FM0341;SPC TX N     - 3,727,857.08    410,027.70   sFT  0.99991649   -0 28 39.5
 FM0341;UTM  13      - 3,901,319.712   743,531.995   MT  1.00033097   +1 32 39.0
 FM0341
 FM0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0341!SPC TX N     -   0.99981257  x   0.99991649  =   0.99972908
 FM0341!UTM  13      -   0.99981257  x   1.00033097  =   1.00014348
 FM0341
 FM0341                          SUPERSEDED SURVEY CONTROL
 FM0341
 FM0341  NAD 83(1986)-  35 13 31.40560(N)    102 19 27.01736(W) AD(       ) 3
 FM0341  NAD 27      -  35 13 31.21300(N)    102 19 25.28600(W) AD(       ) 3
 FM0341  NGVD 29 (??/??/92) 1218.944  (m)         3999.15   (f) ADJ UNCH    2 0
 FM0341
 FM0341.Superseded values are not recommended for survey control.
 FM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0341.See file dsdata.txt to determine how the superseded data were derived.
 FM0341
 FM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4353201320(NAD 83)
 FM0341_MARKER: DB = BENCH MARK DISK
 FM0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0341_STAMPING: V-243 1934
 FM0341_MARK LOGO: CGS   
 FM0341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FM0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0341+STABILITY: SURFACE MOTION
 FM0341
 FM0341  HISTORY     - Date     Condition        Report By
 FM0341  HISTORY     - 1934     MONUMENTED       CGS
 FM0341  HISTORY     - 1953     GOOD             CGS
 FM0341  HISTORY     - 1983     GOOD             NGS
 FM0341  HISTORY     - 19831010 GOOD             NGS
 FM0341
 FM0341                          STATION DESCRIPTION
 FM0341
 FM0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0341'6.0 MI E FROM VEGA.
 FM0341'6.0 MILES EAST OF ROCK ISLAND RR DEPOT AT VEGA 5 FEET NORTHEAST OF
 FM0341'MILE POST 780.  40 FEET SOUTH OF CENTERLINE OF ROCK ISLAND RAILROAD.
 FM0341'12FEET NORTH OF RIGHT-OF-WAY FENCE.
 FM0341
 FM0341                          STATION RECOVERY (1953)
 FM0341
 FM0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FM0341'THE STATION EVERT 2 IS LOCATED BETWEEN THE ROCK ISLAND RAILROAD AND
 FM0341'U.S. HIGHWAY 66.  IT IS ABOUT 7 MILES AIRLINE EAST OF VEGA,
 FM0341'ABOUT 7 MILES AIRLINE WEST OF WILDORADO, AND 0.3 MILE EAST OF
 FM0341'EVERETT SIDING ON THE RAILROAD.
 FM0341'
 FM0341'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WILDORADO GO
 FM0341'WEST ON U.S. HIGHWAY 66 FOR 7.0 MILES TO MILE POST 789 AND
 FM0341'THE STATION ON THE RIGHT.
 FM0341'
 FM0341'A STANDARD BENCH MARK DISK STAMPED
 FM0341'V 243 1934 AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FM0341'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS
 FM0341'81 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 FM0341'SOUTH OF THE SOUTH RAIL OF THE RAILROAD, AND ABOUT 2 FEET
 FM0341'HIGHER THAN THE STATION.
 FM0341
 FM0341                          STATION RECOVERY (1983)
 FM0341
 FM0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FM0341'RECOVERED IN GOOD CONDITION.
 FM0341
 FM0341                          STATION RECOVERY (1983)
 FM0341
 FM0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 FM0341'THE MARK WAS RECOVERED AS DESCRIBED IN 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0593 ***********************************************************************
 DN0593  DESIGNATION -  V 245
 DN0593  PID         -  DN0593
 DN0593  STATE/COUNTY-  TX/COOKE
 DN0593  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN0593
 DN0593                         *CURRENT SURVEY CONTROL
 DN0593  ___________________________________________________________________
 DN0593* NAD 83(1986)-  33 37 26.     (N)    097 08 25.     (W)     SCALED    
 DN0593* NAVD 88     -       224.134  (meters)     735.35   (feet)  ADJUSTED  
 DN0593  ___________________________________________________________________
 DN0593  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0593  DYNAMIC HT  -         223.901 (meters)     734.58  (feet)  COMP
 DN0593  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 DN0593
 DN0593  VERT ORDER  -  SECOND    CLASS 0
 DN0593
 DN0593.The horizontal coordinates were scaled from a topographic map and have
 DN0593.an estimated accuracy of +/- 6 seconds.
 DN0593
 DN0593.The orthometric height was determined by differential leveling
 DN0593.and adjusted by the National Geodetic Survey in June 1991..
 DN0593
 DN0593.The geoid height was determined by GEOID03.
 DN0593
 DN0593.The dynamic height is computed by dividing the NAVD 88
 DN0593.geopotential number by the normal gravity value computed on the
 DN0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0593.degrees latitude (g = 980.6199 gals.).
 DN0593
 DN0593.The modeled gravity was interpolated from observed gravity values.
 DN0593
 DN0593;                    North         East    Units  Estimated Accuracy
 DN0593;SPC TXNC     - 2,217,860.      726,160.      MT  (+/- 180 meters Scaled)
 DN0593
 DN0593                          SUPERSEDED SURVEY CONTROL
 DN0593
 DN0593  NGVD 29 (??/??/92)  224.10   (m)          735.2    (f) COMPUTED    2 0
 DN0593
 DN0593.Superseded values are not recommended for survey control.
 DN0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0593.See file dsdata.txt to determine how the superseded data were derived.
 DN0593
 DN0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC725220(NAD 83)
 DN0593_MARKER: DB = BENCH MARK DISK
 DN0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0593_SP_SET: BUILDING
 DN0593_STAMPING: V 245 1934
 DN0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0593+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DN0593
 DN0593  HISTORY     - Date     Condition        Report By
 DN0593  HISTORY     - 1934     MONUMENTED       CGS
 DN0593  HISTORY     - 19950602 GOOD             USPSQD
 DN0593  HISTORY     - 20030907 GOOD             USPSQD
 DN0593  HISTORY     - 20051112 GOOD             USPSQD
 DN0593
 DN0593                          STATION DESCRIPTION
 DN0593
 DN0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0593'IN GAINESVILLE.
 DN0593'AT GAINESVILLE, COOKE COUNTY, ABOUT 1/2 BLOCK SOUTH OF THE STATION OF
 DN0593'THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, ON CALIFORNIA STREET,
 DN0593'ABOUT 200 FEET WEST OF THE TRACK, AT THE NORTHEAST CORNER OF A BRICK
 DN0593'BUILDING USED AS A WHOLESALE GROCERY STORE, IN THE CENTER OF THE NORTH
 DN0593'FACE OF THE TOP FOUNDATION STONE, AND ABOUT 1 FOOT ABOVE THE SIDEWALK.
 DN0593'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED V 245 1934
 DN0593'AND SET VERTICALLY.
 DN0593
 DN0593                          STATION RECOVERY (1995)
 DN0593
 DN0593'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0593'RECOVERED IN GOOD CONDITION.
 DN0593
 DN0593                          STATION RECOVERY (2003)
 DN0593
 DN0593'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 DN0593'THIS BUILDING IS NOW THE 'ANTIQUE CENTER OF NORTH TEXAS'
 DN0593
 DN0593                          STATION RECOVERY (2005)
 DN0593
 DN0593'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 DN0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1868 ***********************************************************************
 CS1868  DESIGNATION -  V 246
 CS1868  PID         -  CS1868
 CS1868  STATE/COUNTY-  TX/TARRANT
 CS1868  USGS QUAD   -  KELLER (1981)
 CS1868
 CS1868                         *CURRENT SURVEY CONTROL
 CS1868  ___________________________________________________________________
 CS1868* NAD 83(1986)-  32 59 51.     (N)    097 19 24.     (W)     SCALED    
 CS1868* NAVD 88     -       218.264  (meters)     716.09   (feet)  ADJUSTED  
 CS1868  ___________________________________________________________________
 CS1868  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS1868  DYNAMIC HT  -         218.009 (meters)     715.25  (feet)  COMP
 CS1868  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 CS1868
 CS1868  VERT ORDER  -  SECOND    CLASS 0
 CS1868
 CS1868.The horizontal coordinates were scaled from a topographic map and have
 CS1868.an estimated accuracy of +/- 6 seconds.
 CS1868
 CS1868.The orthometric height was determined by differential leveling
 CS1868.and adjusted by the National Geodetic Survey in June 1991..
 CS1868
 CS1868.The geoid height was determined by GEOID03.
 CS1868
 CS1868.The dynamic height is computed by dividing the NAVD 88
 CS1868.geopotential number by the normal gravity value computed on the
 CS1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1868.degrees latitude (g = 980.6199 gals.).
 CS1868
 CS1868.The modeled gravity was interpolated from observed gravity values.
 CS1868
 CS1868;                    North         East    Units  Estimated Accuracy
 CS1868;SPC TXNC     - 2,148,190.      709,950.      MT  (+/- 180 meters Scaled)
 CS1868
 CS1868                          SUPERSEDED SURVEY CONTROL
 CS1868
 CS1868  NGVD 29 (??/??/92)  218.263  (m)          716.08   (f) ADJ UNCH    2 0
 CS1868
 CS1868.Superseded values are not recommended for survey control.
 CS1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1868.See file dsdata.txt to determine how the superseded data were derived.
 CS1868
 CS1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB566522(NAD 83)
 CS1868_MARKER: DB = BENCH MARK DISK
 CS1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1868_STAMPING: V-246 1934
 CS1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1868+STABILITY: SURFACE MOTION
 CS1868
 CS1868  HISTORY     - Date     Condition        Report By
 CS1868  HISTORY     - 1934     MONUMENTED       CGS
 CS1868
 CS1868                          STATION DESCRIPTION
 CS1868
 CS1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS1868'2.1 MI N FROM HASLET.
 CS1868'2.1 MILES NORTH OF HASLET.  G. AND S.F. RR DEPOT.  5 POLES NORTH OF
 CS1868'MILE POST 364.  50 FEET WEST OF GULF COLORADO AND SANTA FE RAILROAD
 CS1868'TRACK IN FENCE LINE.  50 FEET EAST OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2031 ***********************************************************************
 BY2031  DESIGNATION -  V 249
 BY2031  PID         -  BY2031
 BY2031  STATE/COUNTY-  TX/FREESTONE
 BY2031  USGS QUAD   -  LONG LAKE (1964)
 BY2031
 BY2031                         *CURRENT SURVEY CONTROL
 BY2031  ___________________________________________________________________
 BY2031* NAD 83(1986)-  31 38 29.     (N)    095 48 29.     (W)     SCALED    
 BY2031* NAVD 88     -        80.667  (meters)     264.65   (feet)  ADJUSTED  
 BY2031  ___________________________________________________________________
 BY2031  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2031  DYNAMIC HT  -          80.569 (meters)     264.33  (feet)  COMP
 BY2031  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 BY2031
 BY2031  VERT ORDER  -  FIRST     CLASS II
 BY2031
 BY2031.The horizontal coordinates were scaled from a topographic map and have
 BY2031.an estimated accuracy of +/- 6 seconds.
 BY2031
 BY2031.The orthometric height was determined by differential leveling
 BY2031.and adjusted by the National Geodetic Survey in June 1991..
 BY2031
 BY2031.The geoid height was determined by GEOID03.
 BY2031
 BY2031.The dynamic height is computed by dividing the NAVD 88
 BY2031.geopotential number by the normal gravity value computed on the
 BY2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2031.degrees latitude (g = 980.6199 gals.).
 BY2031
 BY2031.The modeled gravity was interpolated from observed gravity values.
 BY2031
 BY2031;                    North         East    Units  Estimated Accuracy
 BY2031;SPC TX C     - 3,227,640.    1,129,120.      MT  (+/- 180 meters Scaled)
 BY2031
 BY2031                          SUPERSEDED SURVEY CONTROL
 BY2031
 BY2031  NGVD 29 (??/??/92)   80.645  (m)          264.58   (f) ADJ UNCH    1 2
 BY2031
 BY2031.Superseded values are not recommended for survey control.
 BY2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2031.See file dsdata.txt to determine how the superseded data were derived.
 BY2031
 BY2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR336041(NAD 83)
 BY2031_MARKER: DB = BENCH MARK DISK
 BY2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2031_STAMPING: V 249 1952
 BY2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2031+STABILITY: SURFACE MOTION
 BY2031
 BY2031  HISTORY     - Date     Condition        Report By
 BY2031  HISTORY     - 1952     MONUMENTED       CGS
 BY2031  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2031
 BY2031                          STATION DESCRIPTION
 BY2031
 BY2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2031'4.3 MI NE FROM OAKWOOD.
 BY2031'4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD STATE BANK
 BY2031'AT OAKWOOD, 52.4 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24
 BY2031'FEET SOUTHWEST OF THE CENTER OF A BOARD GATE AND THE CENTER LINE OF A
 BY2031'TRACK ROAD LEADING SOUTHEAST, 42 FEET NORTH OF A 20 INCH OAK TREE, 1
 BY2031'FOOT NORTHWEST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN
 BY2031'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY2031
 BY2031                          STATION RECOVERY (1980)
 BY2031
 BY2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0275 ***********************************************************************
 BP0275  DESIGNATION -  V 25
 BP0275  PID         -  BP0275
 BP0275  STATE/COUNTY-  TX/BREWSTER
 BP0275  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0275
 BP0275                         *CURRENT SURVEY CONTROL
 BP0275  ___________________________________________________________________
 BP0275* NAD 83(1986)-  30 14 05.     (N)    103 22 10.     (W)     SCALED    
 BP0275* NAVD 88     -      1315.699  (meters)    4316.59   (feet)  POSTED    
 BP0275  ___________________________________________________________________
 BP0275  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 BP0275  DYNAMIC HT  -        1313.540 (meters)    4309.51  (feet)  COMP
 BP0275  MODELED GRAV-     978,954.6   (mgal)                       NAVD 88
 BP0275
 BP0275  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0275
 BP0275.The horizontal coordinates were scaled from a topographic map and have
 BP0275.an estimated accuracy of +/- 6 seconds.
 BP0275
 BP0275.The orthometric height was determined by differential leveling
 BP0275.and adjusted by the National Geodetic Survey in 1992..
 BP0275.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0275.rate of 0.0 thru 1.0 mm/km.
 BP0275
 BP0275.The geoid height was determined by GEOID03.
 BP0275
 BP0275.The dynamic height is computed by dividing the NAVD 88
 BP0275.geopotential number by the normal gravity value computed on the
 BP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0275.degrees latitude (g = 980.6199 gals.).
 BP0275
 BP0275.The modeled gravity was interpolated from observed gravity values.
 BP0275
 BP0275;                    North         East    Units  Estimated Accuracy
 BP0275;SPC TXSC     - 4,274,000.      179,510.      MT  (+/- 180 meters Scaled)
 BP0275
 BP0275                          SUPERSEDED SURVEY CONTROL
 BP0275
 BP0275.No superseded survey control is available for this station.
 BP0275
 BP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP569459(NAD 83)
 BP0275_MARKER: DB = BENCH MARK DISK
 BP0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0275_STAMPING: ELEV. 4315.16 FT V 25 1917
 BP0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0275+STABILITY: SURFACE MOTION
 BP0275
 BP0275  HISTORY     - Date     Condition        Report By
 BP0275  HISTORY     - 1917     MONUMENTED       CGS
 BP0275  HISTORY     - 1957     MARK NOT FOUND   NGS
 BP0275
 BP0275                          STATION DESCRIPTION
 BP0275
 BP0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0275'0.6 MI E FROM LENOX.
 BP0275'ABOUT 0.6 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0275'LENOX, BREWSTER COUNTY, 25 FEET EAST OF MILEPOST 584 AND 40 FEET SOUTH
 BP0275'OF THE TRACK.  A STANDARD DISK, STAMPED ELEV. 4315.16 FT V 25 1917 AND
 BP0275'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0069 ***********************************************************************
 BY0069  DESIGNATION -  V 250 RESET 1958
 BY0069  PID         -  BY0069
 BY0069  STATE/COUNTY-  TX/SHELBY
 BY0069  USGS QUAD   -  TENAHA EAST (1984)
 BY0069
 BY0069                         *CURRENT SURVEY CONTROL
 BY0069  ___________________________________________________________________
 BY0069* NAD 83(1986)-  31 57 29.     (N)    094 09 13.     (W)     SCALED    
 BY0069* NAVD 88     -       107.593  (meters)     352.99   (feet)  ADJUSTED  
 BY0069  ___________________________________________________________________
 BY0069  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BY0069  DYNAMIC HT  -         107.468 (meters)     352.58  (feet)  COMP
 BY0069  MODELED GRAV-     979,470.2   (mgal)                       NAVD 88
 BY0069
 BY0069  VERT ORDER  -  FIRST     CLASS II
 BY0069
 BY0069.The horizontal coordinates were scaled from a topographic map and have
 BY0069.an estimated accuracy of +/- 6 seconds.
 BY0069
 BY0069.The orthometric height was determined by differential leveling
 BY0069.and adjusted by the National Geodetic Survey in June 1991..
 BY0069
 BY0069.The geoid height was determined by GEOID03.
 BY0069
 BY0069.The dynamic height is computed by dividing the NAVD 88
 BY0069.geopotential number by the normal gravity value computed on the
 BY0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0069.degrees latitude (g = 980.6199 gals.).
 BY0069
 BY0069.The modeled gravity was interpolated from observed gravity values.
 BY0069
 BY0069;                    North         East    Units  Estimated Accuracy
 BY0069;SPC TX C     - 3,270,250.    1,283,920.      MT  (+/- 180 meters Scaled)
 BY0069
 BY0069                          SUPERSEDED SURVEY CONTROL
 BY0069
 BY0069  NGVD 29 (??/??/??)  107.641  (m)          353.15   (f) ADJUSTED    1 2
 BY0069
 BY0069.Superseded values are not recommended for survey control.
 BY0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0069.See file dsdata.txt to determine how the superseded data were derived.
 BY0069
 BY0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR909363(NAD 83)
 BY0069_MARKER: DB = BENCH MARK DISK
 BY0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0069_STAMPING: V 250 RESET 1958
 BY0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0069+STABILITY: SURFACE MOTION
 BY0069
 BY0069  HISTORY     - Date     Condition        Report By
 BY0069  HISTORY     - 1958     MONUMENTED       CGS
 BY0069  HISTORY     - 1979     GOOD             NGS
 BY0069
 BY0069                          STATION DESCRIPTION
 BY0069
 BY0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY0069'5.6 MI NE FROM TENAHA.
 BY0069'ABOUT 5.6 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 84 FROM THE COURT
 BY0069'HOUSE IN TENAHA, 5.8 MILES WEST FROM THE MAIN STREET INTERSECTION IN
 BY0069'JOAQUIN, 15 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE OF THE
 BY0069'HIGHWAY, AND A FENCE CORNER, 1 FOOT WEST OF THE EAST FENCE OF THE C.W.
 BY0069'FROST FARM YARD AND ABOUT 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BY0069'THE LARGE WHITE HOUSE.  A STANDARD DISK STAMPED V 250 RESET 1958 IN A
 BY0069'CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.
 BY0069
 BY0069                          STATION RECOVERY (1979)
 BY0069
 BY0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1294 ***********************************************************************
 BY1294  DESIGNATION -  V 251
 BY1294  PID         -  BY1294
 BY1294  STATE/COUNTY-  TX/CHEROKEE
 BY1294  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY1294
 BY1294                         *CURRENT SURVEY CONTROL
 BY1294  ___________________________________________________________________
 BY1294* NAD 83(1986)-  31 53 30.     (N)    095 02 11.     (W)     SCALED    
 BY1294* NAVD 88     -        92.188  (meters)     302.45   (feet)  ADJUSTED  
 BY1294  ___________________________________________________________________
 BY1294  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BY1294  DYNAMIC HT  -          92.078 (meters)     302.09  (feet)  COMP
 BY1294  MODELED GRAV-     979,443.1   (mgal)                       NAVD 88
 BY1294
 BY1294  VERT ORDER  -  FIRST     CLASS II
 BY1294
 BY1294.The horizontal coordinates were scaled from a topographic map and have
 BY1294.an estimated accuracy of +/- 6 seconds.
 BY1294
 BY1294.The orthometric height was determined by differential leveling
 BY1294.and adjusted by the National Geodetic Survey in June 1991..
 BY1294
 BY1294.The geoid height was determined by GEOID03.
 BY1294
 BY1294.The dynamic height is computed by dividing the NAVD 88
 BY1294.geopotential number by the normal gravity value computed on the
 BY1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1294.degrees latitude (g = 980.6199 gals.).
 BY1294
 BY1294.The modeled gravity was interpolated from observed gravity values.
 BY1294
 BY1294;                    North         East    Units  Estimated Accuracy
 BY1294;SPC TX C     - 3,258,590.    1,200,920.      MT  (+/- 180 meters Scaled)
 BY1294
 BY1294                          SUPERSEDED SURVEY CONTROL
 BY1294
 BY1294  NGVD 29 (??/??/92)   92.210  (m)          302.53   (f) ADJ UNCH    1 2
 BY1294
 BY1294.Superseded values are not recommended for survey control.
 BY1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1294.See file dsdata.txt to determine how the superseded data were derived.
 BY1294
 BY1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR074302(NAD 83)
 BY1294_MARKER: DB = BENCH MARK DISK
 BY1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1294_STAMPING: V 251 1952
 BY1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1294+STABILITY: SURFACE MOTION
 BY1294
 BY1294  HISTORY     - Date     Condition        Report By
 BY1294  HISTORY     - 1952     MONUMENTED       CGS
 BY1294
 BY1294                          STATION DESCRIPTION
 BY1294
 BY1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1294'2.3 MI E FROM PONTA.
 BY1294'2.3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1294'STATION AT PONTA, 2 1/2 POLES WEST OF MILEPOST 186, 10 RAILS EAST OF
 BY1294'TRESTLE 186.17, 75 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF A
 BY1294'FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY1294'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1308 ***********************************************************************
 BY1308  DESIGNATION -  V 252
 BY1308  PID         -  BY1308
 BY1308  STATE/COUNTY-  TX/CHEROKEE
 BY1308  USGS QUAD   -  RUSK (1973)
 BY1308
 BY1308                         *CURRENT SURVEY CONTROL
 BY1308  ___________________________________________________________________
 BY1308* NAD 83(1986)-  31 51 10.     (N)    095 08 26.     (W)     SCALED    
 BY1308* NAVD 88     -       135.42   (+/-2cm)     444.3    (feet)  VERTCON   
 BY1308  ___________________________________________________________________
 BY1308  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY1308
 BY1308  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1308
 BY1308.The horizontal coordinates were scaled from a topographic map and have
 BY1308.an estimated accuracy of +/- 6 seconds.
 BY1308
 BY1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1308.The vertical order pertains to the NGVD 29 superseded value.
 BY1308
 BY1308.The geoid height was determined by GEOID03.
 BY1308
 BY1308;                    North         East    Units  Estimated Accuracy
 BY1308;SPC TX C     - 3,253,820.    1,191,280.      MT  (+/- 180 meters Scaled)
 BY1308
 BY1308                          SUPERSEDED SURVEY CONTROL
 BY1308
 BY1308  NGVD 29 (??/??/92)  135.435  (m)          444.34   (f) ADJ UNCH    1 2
 BY1308
 BY1308.Superseded values are not recommended for survey control.
 BY1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1308.See file dsdata.txt to determine how the superseded data were derived.
 BY1308
 BY1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR974261(NAD 83)
 BY1308_MARKER: DB = BENCH MARK DISK
 BY1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1308_STAMPING: V 252 1952
 BY1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1308+STABILITY: SURFACE MOTION
 BY1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1308+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY1308
 BY1308  HISTORY     - Date     Condition        Report By
 BY1308  HISTORY     - 1952     MONUMENTED       CGS
 BY1308  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1308  HISTORY     - 20050710 GOOD             USPSQD
 BY1308
 BY1308                          STATION DESCRIPTION
 BY1308
 BY1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1308'3.2 MI S FROM GALLATIN.
 BY1308'3.2 MILES SOUTH ALONG FARM ROAD 854 FROM THE POST OFFICE AT GALLATIN,
 BY1308'AT THE JUNCTION OF A ROAD LEADING EAST, 40 FEET EAST OF THE CENTER
 BY1308'LINE OF THE FARM ROAD, 27 FEET SOUTH OF THE CENTER OF A ROAD LEADING
 BY1308'EAST, 9 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 1.6 FEET
 BY1308'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1308'PROJECTS 0.3 FOOT ABOVE THE GROUND, 0.75 MILE NORTH OF BENCH MARK P
 BY1308'297 1934.
 BY1308
 BY1308                          STATION RECOVERY (1996)
 BY1308
 BY1308'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1308'MARK NOT FOUND.
 BY1308
 BY1308                          STATION RECOVERY (2005)
 BY1308
 BY1308'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1308'ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0292 ***********************************************************************
 GK0292  DESIGNATION -  V 253
 GK0292  PID         -  GK0292
 GK0292  STATE/COUNTY-  TX/HANSFORD
 GK0292  USGS QUAD   -  GRUVER (1973)
 GK0292
 GK0292                         *CURRENT SURVEY CONTROL
 GK0292  ___________________________________________________________________
 GK0292* NAD 83(1986)-  36 17 52.     (N)    101 23 46.     (W)     SCALED    
 GK0292* NAVD 88     -       968.800  (meters)    3178.47   (feet)  ADJUSTED  
 GK0292  ___________________________________________________________________
 GK0292  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0292  DYNAMIC HT  -         967.758 (meters)    3175.05  (feet)  COMP
 GK0292  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 GK0292
 GK0292  VERT ORDER  -  SECOND    CLASS 0
 GK0292
 GK0292.The horizontal coordinates were scaled from a topographic map and have
 GK0292.an estimated accuracy of +/- 6 seconds.
 GK0292
 GK0292.The orthometric height was determined by differential leveling
 GK0292.and adjusted by the National Geodetic Survey in June 1991..
 GK0292
 GK0292.The geoid height was determined by GEOID03.
 GK0292
 GK0292.The dynamic height is computed by dividing the NAVD 88
 GK0292.geopotential number by the normal gravity value computed on the
 GK0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0292.degrees latitude (g = 980.6199 gals.).
 GK0292
 GK0292.The modeled gravity was interpolated from observed gravity values.
 GK0292
 GK0292;                    North         East    Units  Estimated Accuracy
 GK0292;SPC TX N     - 1,254,930.      209,330.      MT  (+/- 180 meters Scaled)
 GK0292
 GK0292                          SUPERSEDED SURVEY CONTROL
 GK0292
 GK0292  NGVD 29 (??/??/92)  968.345  (m)         3176.98   (f) ADJ UNCH    2 0
 GK0292
 GK0292.Superseded values are not recommended for survey control.
 GK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0292.See file dsdata.txt to determine how the superseded data were derived.
 GK0292
 GK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF848196(NAD 83)
 GK0292_MARKER: DB = BENCH MARK DISK
 GK0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0292_STAMPING: V-253 1934
 GK0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0292+STABILITY: SURFACE MOTION
 GK0292
 GK0292  HISTORY     - Date     Condition        Report By
 GK0292  HISTORY     - 1934     MONUMENTED       CGS
 GK0292
 GK0292                          STATION DESCRIPTION
 GK0292
 GK0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0292'2.6 MI NE FROM GRUVER.
 GK0292'2.6 MILES NORTHEAST OF C. RI. AND G.RR.STATION AT GRUVER 33 FEET EAST
 GK0292'OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY TRACK. 5 POLES
 GK0292'NORTH OF MILE POLE 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0130 ***********************************************************************
 GK0130  DESIGNATION -  V 255
 GK0130  PID         -  GK0130
 GK0130  STATE/COUNTY-  TX/LIPSCOMB
 GK0130  USGS QUAD   -  BOOKER (1973)
 GK0130
 GK0130                         *CURRENT SURVEY CONTROL
 GK0130  ___________________________________________________________________
 GK0130* NAD 83(1986)-  36 27 23.     (N)    100 32 20.     (W)     SCALED    
 GK0130* NAVD 88     -       864.044  (meters)    2834.78   (feet)  ADJUSTED  
 GK0130  ___________________________________________________________________
 GK0130  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 GK0130  DYNAMIC HT  -         863.151 (meters)    2831.85  (feet)  COMP
 GK0130  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 GK0130
 GK0130  VERT ORDER  -  SECOND    CLASS 0
 GK0130
 GK0130.The horizontal coordinates were scaled from a topographic map and have
 GK0130.an estimated accuracy of +/- 6 seconds.
 GK0130
 GK0130.The orthometric height was determined by differential leveling
 GK0130.and adjusted by the National Geodetic Survey in June 1991..
 GK0130
 GK0130.The geoid height was determined by GEOID03.
 GK0130
 GK0130.The dynamic height is computed by dividing the NAVD 88
 GK0130.geopotential number by the normal gravity value computed on the
 GK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0130.degrees latitude (g = 980.6199 gals.).
 GK0130
 GK0130.The modeled gravity was interpolated from observed gravity values.
 GK0130
 GK0130;                    North         East    Units  Estimated Accuracy
 GK0130;SPC TX N     - 1,272,940.      286,160.      MT  (+/- 180 meters Scaled)
 GK0130
 GK0130                          SUPERSEDED SURVEY CONTROL
 GK0130
 GK0130  NGVD 29 (??/??/92)  863.679  (m)         2833.59   (f) ADJ UNCH    2 0
 GK0130
 GK0130.Superseded values are not recommended for survey control.
 GK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0130.See file dsdata.txt to determine how the superseded data were derived.
 GK0130
 GK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF621356(NAD 83)
 GK0130_MARKER: DB = BENCH MARK DISK
 GK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0130_STAMPING: V-255 1934
 GK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0130+STABILITY: SURFACE MOTION
 GK0130
 GK0130  HISTORY     - Date     Condition        Report By
 GK0130  HISTORY     - 1934     MONUMENTED       CGS
 GK0130  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0130
 GK0130                          STATION DESCRIPTION
 GK0130
 GK0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0130'IN BOOKER.
 GK0130'145 FEET NORTHEAST OF PANHANDLE AND SANTA FE STATION, 117 FEET NORTH
 GK0130'OF NEAREST RAIL OF MAIN TRACK, 60 FEET EAST OF ROAD TO THE NORTH.
 GK0130
 GK0130                          STATION RECOVERY (1973)
 GK0130
 GK0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0622 ***********************************************************************
 FL0622  DESIGNATION -  V 256 RESET 1946
 FL0622  PID         -  FL0622
 FL0622  STATE/COUNTY-  TX/ROBERTS
 FL0622  USGS QUAD   -  MIAMI (1972)
 FL0622
 FL0622                         *CURRENT SURVEY CONTROL
 FL0622  ___________________________________________________________________
 FL0622* NAD 83(1986)-  35 38 36.     (N)    100 43 30.     (W)     SCALED    
 FL0622* NAVD 88     -       870.61   (meters)    2856.3    (feet)  RESET     
 FL0622  ___________________________________________________________________
 FL0622  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 FL0622
 FL0622  VERT ORDER  -  THIRD
 FL0622
 FL0622.The horizontal coordinates were scaled from a topographic map and have
 FL0622.an estimated accuracy of +/- 6 seconds.
 FL0622
 FL0622.The orthometric height was computed from unverified reset data.
 FL0622
 FL0622.The geoid height was determined by GEOID03.
 FL0622
 FL0622;                    North         East    Units  Estimated Accuracy
 FL0622;SPC TX N     - 1,182,580.      270,180.      MT  (+/- 180 meters Scaled)
 FL0622
 FL0622                          SUPERSEDED SURVEY CONTROL
 FL0622
 FL0622.No superseded survey control is available for this station.
 FL0622
 FL0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE438457(NAD 83)
 FL0622_MARKER: DB = BENCH MARK DISK
 FL0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0622_SP_SET: PIER
 FL0622_STAMPING: V 256 RESET 1946
 FL0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0622
 FL0622  HISTORY     - Date     Condition        Report By
 FL0622  HISTORY     - 1946     MONUMENTED       CGS
 FL0622
 FL0622                          STATION DESCRIPTION
 FL0622
 FL0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 FL0622'0.2 MI E FROM CODMAN.
 FL0622'ABOUT 5.6 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL0622'FROM THE STATION AT MIAMI, ROBERTS COUNTY, ABOUT 0.2 MILE EAST OF THE
 FL0622'STATION SIGN AT CODMAN, AT BRIDGE 483 A, AND IN THE TOP OF THE SOUTH
 FL0622'END OF THE EAST CONCRETE PIER.  A STANDARD DISK, STAMPED V 256 RESET
 FL0622'1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0015 ***********************************************************************
 BZ0015  DESIGNATION -  V 257
 BZ0015  PID         -  BZ0015
 BZ0015  STATE/COUNTY-  TX/LIMESTONE
 BZ0015  USGS QUAD   -  FALLON (1982)
 BZ0015
 BZ0015                         *CURRENT SURVEY CONTROL
 BZ0015  ___________________________________________________________________
 BZ0015* NAD 83(1986)-  31 34 53.     (N)    096 24 23.     (W)     SCALED    
 BZ0015* NAVD 88     -       154.474  (meters)     506.80   (feet)  ADJUSTED  
 BZ0015  ___________________________________________________________________
 BZ0015  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 BZ0015  DYNAMIC HT  -         154.288 (meters)     506.19  (feet)  COMP
 BZ0015  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 BZ0015
 BZ0015  VERT ORDER  -  FIRST     CLASS II
 BZ0015
 BZ0015.The horizontal coordinates were scaled from a topographic map and have
 BZ0015.an estimated accuracy of +/- 6 seconds.
 BZ0015
 BZ0015.The orthometric height was determined by differential leveling
 BZ0015.and adjusted by the National Geodetic Survey in June 1991..
 BZ0015.WARNING-Repeat measurements at this control monument indicate possible
 BZ0015.vertical movement.
 BZ0015
 BZ0015.The geoid height was determined by GEOID03.
 BZ0015
 BZ0015.The dynamic height is computed by dividing the NAVD 88
 BZ0015.geopotential number by the normal gravity value computed on the
 BZ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0015.degrees latitude (g = 980.6199 gals.).
 BZ0015
 BZ0015.The modeled gravity was interpolated from observed gravity values.
 BZ0015
 BZ0015;                    North         East    Units  Estimated Accuracy
 BZ0015;SPC TX C     - 3,218,840.    1,072,640.      MT  (+/- 180 meters Scaled)
 BZ0015
 BZ0015                          SUPERSEDED SURVEY CONTROL
 BZ0015
 BZ0015  NGVD 29 (??/??/92)  154.422  (m)          506.63   (f) ADJ UNCH    1 2
 BZ0015
 BZ0015.Superseded values are not recommended for survey control.
 BZ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0015.See file dsdata.txt to determine how the superseded data were derived.
 BZ0015
 BZ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV461969(NAD 83)
 BZ0015_MARKER: DB = BENCH MARK DISK
 BZ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0015_STAMPING: V 257 1952
 BZ0015_PROJECTION: PROJECTING 5 CENTIMETERS
 BZ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0015+STABILITY: SURFACE MOTION
 BZ0015
 BZ0015  HISTORY     - Date     Condition        Report By
 BZ0015  HISTORY     - 1952     MONUMENTED       CGS
 BZ0015  HISTORY     - 1980     GOOD             NGS
 BZ0015
 BZ0015                          STATION DESCRIPTION
 BZ0015
 BZ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0015'3.6 MI SE FROM SHILOH.
 BZ0015'3.6 MILES SOUTHEAST ALONG FARM ROAD 39 FROM ITS JUNCTION WITH A
 BZ0015'GRAVELED ROAD AT SHILOH, AT THE CROSS ROADS AT FALLON, 58 FEET
 BZ0015'NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 34 FEET SOUTHEAST OF
 BZ0015'THE CENTER LINE OF A NORTHEAST AND SOUTHWEST GRAVELED ROAD, 9 FEET
 BZ0015'SOUTHEAST OF A FENCE CORNER, 1.2 FEET SOUTHWEST OF A FENCE, 2 FEET
 BZ0015'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0015'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0015
 BZ0015                          STATION RECOVERY (1980)
 BZ0015
 BZ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0015'11.2 KM. (6.95 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0015'STATE HIGHWAY 164 IN PERSONVILLE, AT THE JUNCTION OF FARM ROAD 1953
 BZ0015'SOUTH IN FALLON, 17.7 M. (58.0 FT.) NORTHEAST OF THE CENTERLINE OF
 BZ0015'FARM ROAD 39, 10.4 M. (34.0 FT.) SOUTHEAST OF THE CENTERLINE OF FARM
 BZ0015'ROAD 1953, 2.7 M. (9.0 FT.) SOUTHEAST OF A FENCE CORNER, 0.5 M.
 BZ0015'(1.5 FT.) SOUTHWEST OF A FENCE.
 BZ0015'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 BZ0015'THE MARK IS 1.5 M BELOW FARM ROAD 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0554 ***********************************************************************
 BZ0554  DESIGNATION -  V 258
 BZ0554  PID         -  BZ0554
 BZ0554  STATE/COUNTY-  TX/HILL
 BZ0554  USGS QUAD   -  MALONE (1978)
 BZ0554
 BZ0554                         *CURRENT SURVEY CONTROL
 BZ0554  ___________________________________________________________________
 BZ0554* NAD 83(1986)-  31 56 13.     (N)    096 56 16.     (W)     SCALED    
 BZ0554* NAVD 88     -       158.790  (meters)     520.96   (feet)  ADJUSTED  
 BZ0554  ___________________________________________________________________
 BZ0554  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BZ0554  DYNAMIC HT  -         158.596 (meters)     520.33  (feet)  COMP
 BZ0554  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BZ0554
 BZ0554  VERT ORDER  -  FIRST     CLASS II
 BZ0554
 BZ0554.The horizontal coordinates were scaled from a topographic map and have
 BZ0554.an estimated accuracy of +/- 6 seconds.
 BZ0554
 BZ0554.The orthometric height was determined by differential leveling
 BZ0554.and adjusted by the National Geodetic Survey in June 1991..
 BZ0554
 BZ0554.The geoid height was determined by GEOID03.
 BZ0554
 BZ0554.The dynamic height is computed by dividing the NAVD 88
 BZ0554.geopotential number by the normal gravity value computed on the
 BZ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0554.degrees latitude (g = 980.6199 gals.).
 BZ0554
 BZ0554.The modeled gravity was interpolated from observed gravity values.
 BZ0554
 BZ0554;                    North         East    Units  Estimated Accuracy
 BZ0554;SPC TXNC     - 2,031,070.      747,720.      MT  (+/- 180 meters Scaled)
 BZ0554
 BZ0554                          SUPERSEDED SURVEY CONTROL
 BZ0554
 BZ0554  NGVD 29 (??/??/92)  158.768  (m)          520.89   (f) ADJ UNCH    1 2
 BZ0554
 BZ0554.Superseded values are not recommended for survey control.
 BZ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0554.See file dsdata.txt to determine how the superseded data were derived.
 BZ0554
 BZ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA949353(NAD 83)
 BZ0554_MARKER: DB = BENCH MARK DISK
 BZ0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0554_SP_SET: CULVERT
 BZ0554_STAMPING: V 258 1952
 BZ0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0554
 BZ0554  HISTORY     - Date     Condition        Report By
 BZ0554  HISTORY     - 1952     MONUMENTED       CGS
 BZ0554  HISTORY     - 19950408 GOOD             USPSQD
 BZ0554  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0554
 BZ0554                          STATION DESCRIPTION
 BZ0554
 BZ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0554'2.8 MI NW FROM MALONE.
 BZ0554'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE WATER TOWER AT
 BZ0554'MALONE, AT THE INTERSECTION WITH A PRIVATE ROAD LEADING NORTH TO A
 BZ0554'FARMHOUSE, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 BZ0554'WEST OF THE CENTER LINE OF THE PRIVATE ROAD, SET IN THE TOP OF THE
 BZ0554'EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 BZ0554
 BZ0554                          STATION RECOVERY (1995)
 BZ0554
 BZ0554'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0554'RECOVERED IN GOOD CONDITION.
 BZ0554
 BZ0554                          STATION RECOVERY (2003)
 BZ0554
 BZ0554'RECOVERY NOTE BY US POWER SQUADRON 2003 (WH)
 BZ0554'STATE HIGHWAY DEPARTMENT HAS WIDEND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0566 ***********************************************************************
 GK0566  DESIGNATION -  V 259
 GK0566  PID         -  GK0566
 GK0566  STATE/COUNTY-  TX/SHERMAN
 GK0566  USGS QUAD   -  PLEASURE POND (1974)
 GK0566
 GK0566                         *CURRENT SURVEY CONTROL
 GK0566  ___________________________________________________________________
 GK0566* NAD 83(1986)-  36 08 23.     (N)    101 51 52.     (W)     SCALED    
 GK0566* NAVD 88     -      1080.636  (meters)    3545.39   (feet)  ADJUSTED  
 GK0566  ___________________________________________________________________
 GK0566  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 GK0566  DYNAMIC HT  -        1079.425 (meters)    3541.41  (feet)  COMP
 GK0566  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 GK0566
 GK0566  VERT ORDER  -  SECOND    CLASS 0
 GK0566
 GK0566.The horizontal coordinates were scaled from a topographic map and have
 GK0566.an estimated accuracy of +/- 6 seconds.
 GK0566
 GK0566.The orthometric height was determined by differential leveling
 GK0566.and adjusted by the National Geodetic Survey in June 1991..
 GK0566
 GK0566.The geoid height was determined by GEOID03.
 GK0566
 GK0566.The dynamic height is computed by dividing the NAVD 88
 GK0566.geopotential number by the normal gravity value computed on the
 GK0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0566.degrees latitude (g = 980.6199 gals.).
 GK0566
 GK0566.The modeled gravity was interpolated from observed gravity values.
 GK0566
 GK0566;                    North         East    Units  Estimated Accuracy
 GK0566;SPC TX N     - 1,237,440.      167,200.      MT  (+/- 180 meters Scaled)
 GK0566
 GK0566                          SUPERSEDED SURVEY CONTROL
 GK0566
 GK0566  NGVD 29 (??/??/92) 1080.138  (m)         3543.75   (f) ADJ UNCH    2 0
 GK0566
 GK0566.Superseded values are not recommended for survey control.
 GK0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0566.See file dsdata.txt to determine how the superseded data were derived.
 GK0566
 GK0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF422032(NAD 83)
 GK0566_MARKER: DB = BENCH MARK DISK
 GK0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0566_STAMPING: V 259 1952
 GK0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0566+STABILITY: SURFACE MOTION
 GK0566
 GK0566  HISTORY     - Date     Condition        Report By
 GK0566  HISTORY     - 1952     MONUMENTED       CGS
 GK0566  HISTORY     - 1953     GOOD             NGS
 GK0566
 GK0566                          STATION DESCRIPTION
 GK0566
 GK0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0566'17.0 MI NE FROM ETTER.
 GK0566'7.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT ETTER,
 GK0566'THENCE 8.2 MILE EAST ALONG A NEW FARM TO MARKET ROAD, THENCE 1.0 MILE
 GK0566'EAST ALONG FARM ROAD 1573, 51 FEET NORTH OF THE CENTER LINE OF THE
 GK0566'FARM ROAD, 21 FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 GK0566'SOUTH, 15 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 GK0566'NORTH, 2.6 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE, 1.8
 GK0566'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GK0566'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GK0566
 GK0566                          STATION RECOVERY (1953)
 GK0566
 GK0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GK0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0138 ***********************************************************************
 BP0138  DESIGNATION -  V 26
 BP0138  PID         -  BP0138
 BP0138  STATE/COUNTY-  TX/PECOS
 BP0138  USGS QUAD   -  LONGFELLOW (1968)
 BP0138
 BP0138                         *CURRENT SURVEY CONTROL
 BP0138  ___________________________________________________________________
 BP0138* NAD 83(1986)-  30 09 38.     (N)    102 38 09.     (W)     SCALED    
 BP0138* NAVD 88     -      1024.575  (meters)    3361.46   (feet)  ADJUSTED  
 BP0138  ___________________________________________________________________
 BP0138  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BP0138  DYNAMIC HT  -        1022.954 (meters)    3356.14  (feet)  COMP
 BP0138  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 BP0138
 BP0138  VERT ORDER  -  FIRST     CLASS II
 BP0138
 BP0138.The horizontal coordinates were scaled from a topographic map and have
 BP0138.an estimated accuracy of +/- 6 seconds.
 BP0138
 BP0138.The orthometric height was determined by differential leveling
 BP0138.and adjusted by the National Geodetic Survey in June 1991..
 BP0138
 BP0138.The geoid height was determined by GEOID03.
 BP0138
 BP0138.The dynamic height is computed by dividing the NAVD 88
 BP0138.geopotential number by the normal gravity value computed on the
 BP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0138.degrees latitude (g = 980.6199 gals.).
 BP0138
 BP0138.The modeled gravity was interpolated from observed gravity values.
 BP0138
 BP0138;                    North         East    Units  Estimated Accuracy
 BP0138;SPC TX C     - 3,057,050.      478,220.      MT  (+/- 180 meters Scaled)
 BP0138
 BP0138                          SUPERSEDED SURVEY CONTROL
 BP0138
 BP0138  NGVD 29 (??/??/92) 1024.264  (m)         3360.44   (f) ADJ UNCH    1 2
 BP0138
 BP0138.Superseded values are not recommended for survey control.
 BP0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0138.See file dsdata.txt to determine how the superseded data were derived.
 BP0138
 BP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP276389(NAD 83)
 BP0138_MARKER: DB = BENCH MARK DISK
 BP0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0138_STAMPING: V 26 1917 ELEV. 3360.439 FT.
 BP0138_MARK LOGO: CGS   
 BP0138_PROJECTION: PROJECTING 15 CENTIMETERS
 BP0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0138+STABILITY: SURFACE MOTION
 BP0138
 BP0138  HISTORY     - Date     Condition        Report By
 BP0138  HISTORY     - 1917     MONUMENTED       CGS
 BP0138  HISTORY     - 1957     GOOD             NGS
 BP0138  HISTORY     - 1981     GOOD             NGS
 BP0138
 BP0138                          STATION DESCRIPTION
 BP0138
 BP0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0138'0.15 MI E FROM LONGFELLOW.
 BP0138'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0138'SECTION FOREMANS HOUSE AT LONGFELLOW, 83 1/2 FEET WEST OF MILEPOST
 BP0138'532, 43 FEET SOUTH OF THE SOUTH RAIL, 8 RAILS WEST OF THE WEST END OF
 BP0138'A STEEL GIRDER BRIDGE, 4 1/2 FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A
 BP0138'WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE
 BP0138'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BP0138
 BP0138                          STATION RECOVERY (1981)
 BP0138
 BP0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0138'24.6 KM (15.3 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0138'THE RAILROAD STATION IN SANDERSON, 0.1 KM (0.05 MI) WEST OF A RAILROAD
 BP0138'BRIDGE OVER DRY CREEK, 144.9 METERS (475.4 FT) WEST OF BENCHMARK T
 BP0138'1105, 61.9 METERS (203.1 FT) SOUTH OF THE CENTERLINE OF U.S.HIGHWAY
 BP0138'90, 25.5 METERS (83.7 FT) WEST OF MILEPOST 532, 13.3 METERS (43.6 FT)
 BP0138'SOUTH OF THE NEAR RAIL AND 1.4 METERS (4.6 FT) NORTH OF A FENCE.
 BP0138'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BP0138'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0467 ***********************************************************************
 GK0467  DESIGNATION -  V 260
 GK0467  PID         -  GK0467
 GK0467  STATE/COUNTY-  TX/SHERMAN
 GK0467  USGS QUAD   -  COLDWATER CREEK (1974)
 GK0467
 GK0467                         *CURRENT SURVEY CONTROL
 GK0467  ___________________________________________________________________
 GK0467* NAD 83(1986)-  36 19 37.     (N)    101 39 38.     (W)     SCALED    
 GK0467* NAVD 88     -      1029.494  (meters)    3377.60   (feet)  ADJUSTED  
 GK0467  ___________________________________________________________________
 GK0467  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 GK0467  DYNAMIC HT  -        1028.369 (meters)    3373.91  (feet)  COMP
 GK0467  MODELED GRAV-     979,505.4   (mgal)                       NAVD 88
 GK0467
 GK0467  VERT ORDER  -  SECOND    CLASS 0
 GK0467
 GK0467.The horizontal coordinates were scaled from a topographic map and have
 GK0467.an estimated accuracy of +/- 6 seconds.
 GK0467
 GK0467.The orthometric height was determined by differential leveling
 GK0467.and adjusted by the National Geodetic Survey in June 1991..
 GK0467
 GK0467.The geoid height was determined by GEOID03.
 GK0467
 GK0467.The dynamic height is computed by dividing the NAVD 88
 GK0467.geopotential number by the normal gravity value computed on the
 GK0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0467.degrees latitude (g = 980.6199 gals.).
 GK0467
 GK0467.The modeled gravity was interpolated from observed gravity values.
 GK0467
 GK0467;                    North         East    Units  Estimated Accuracy
 GK0467;SPC TX N     - 1,258,170.      185,580.      MT  (+/- 180 meters Scaled)
 GK0467
 GK0467                          SUPERSEDED SURVEY CONTROL
 GK0467
 GK0467  NGVD 29 (??/??/92) 1029.025  (m)         3376.06   (f) ADJ UNCH    2 0
 GK0467
 GK0467.Superseded values are not recommended for survey control.
 GK0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0467.See file dsdata.txt to determine how the superseded data were derived.
 GK0467
 GK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF611234(NAD 83)
 GK0467_MARKER: DB = BENCH MARK DISK
 GK0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0467_STAMPING: V 260 1952
 GK0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0467+STABILITY: SURFACE MOTION
 GK0467
 GK0467  HISTORY     - Date     Condition        Report By
 GK0467  HISTORY     - 1952     MONUMENTED       CGS
 GK0467
 GK0467                          STATION DESCRIPTION
 GK0467
 GK0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0467'23.2 MI E FROM STRATFORD.
 GK0467'23.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0467'PACIFIC RAILROAD STATION AT STRATFORD, AT A JUNCTION WITH A ROAD
 GK0467'LEADING NORTH 68 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 29
 GK0467'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 16.5 FEET
 GK0467'NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 1.4 FEET SOUTH OF A
 GK0467'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GK0467'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0710 ***********************************************************************
 CT0710  DESIGNATION -  V 261
 CT0710  PID         -  CT0710
 CT0710  STATE/COUNTY-  TX/TAYLOR
 CT0710  USGS QUAD   -  HAWLEY (1987)
 CT0710
 CT0710                         *CURRENT SURVEY CONTROL
 CT0710  ___________________________________________________________________
 CT0710* NAD 83(1986)-  32 32 42.     (N)    099 46 08.     (W)     SCALED    
 CT0710* NAVD 88     -       504.466  (meters)    1655.07   (feet)  ADJUSTED  
 CT0710  ___________________________________________________________________
 CT0710  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CT0710  DYNAMIC HT  -         503.816 (meters)    1652.94  (feet)  COMP
 CT0710  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 CT0710
 CT0710  VERT ORDER  -  SECOND    CLASS 0
 CT0710
 CT0710.The horizontal coordinates were scaled from a topographic map and have
 CT0710.an estimated accuracy of +/- 6 seconds.
 CT0710
 CT0710.The orthometric height was determined by differential leveling
 CT0710.and adjusted by the National Geodetic Survey in June 1991..
 CT0710
 CT0710.The geoid height was determined by GEOID03.
 CT0710
 CT0710.The dynamic height is computed by dividing the NAVD 88
 CT0710.geopotential number by the normal gravity value computed on the
 CT0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0710.degrees latitude (g = 980.6199 gals.).
 CT0710
 CT0710.The modeled gravity was interpolated from observed gravity values.
 CT0710
 CT0710;                    North         East    Units  Estimated Accuracy
 CT0710;SPC TXNC     - 2,098,120.      480,830.      MT  (+/- 180 meters Scaled)
 CT0710
 CT0710                          SUPERSEDED SURVEY CONTROL
 CT0710
 CT0710  NGVD 29 (??/??/92)  504.309  (m)         1654.55   (f) ADJ UNCH    2 0
 CT0710
 CT0710.Superseded values are not recommended for survey control.
 CT0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0710.See file dsdata.txt to determine how the superseded data were derived.
 CT0710
 CT0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB278011(NAD 83)
 CT0710_MARKER: DB = BENCH MARK DISK
 CT0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0710_STAMPING: V 261 1934
 CT0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0710+STABILITY: SURFACE MOTION
 CT0710
 CT0710  HISTORY     - Date     Condition        Report By
 CT0710  HISTORY     - 1934     MONUMENTED       CGS
 CT0710  HISTORY     - 1958     GOOD             NGS
 CT0710
 CT0710                          STATION DESCRIPTION
 CT0710
 CT0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0710'5.7 MI SE FROM HAWLEY.
 CT0710'5.7 MILES SOUTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION
 CT0710'AT HAWLEY, JONES COUNTY, 15 FEET NORTHEAST OF MILEPOST 143, AND 51
 CT0710'FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED V
 CT0710'261 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS ALSO
 CT0710'JUST TO NORTHEAST OF A PUBLIC ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1303 ***********************************************************************
 CS1303  DESIGNATION -  V 262
 CS1303  PID         -  CS1303
 CS1303  STATE/COUNTY-  TX/DENTON
 CS1303  USGS QUAD   -  CARROLLTON (1981)
 CS1303
 CS1303                         *CURRENT SURVEY CONTROL
 CS1303  ___________________________________________________________________
 CS1303* NAD 83(1986)-  32 58 47.     (N)    096 52 41.     (W)     SCALED    
 CS1303* NAVD 88     -       158.332  (meters)     519.46   (feet)  ADJUSTED  
 CS1303  ___________________________________________________________________
 CS1303  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS1303  DYNAMIC HT  -         158.152 (meters)     518.87  (feet)  COMP
 CS1303  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 CS1303
 CS1303  VERT ORDER  -  SECOND    CLASS 0
 CS1303
 CS1303.The horizontal coordinates were scaled from a topographic map and have
 CS1303.an estimated accuracy of +/- 6 seconds.
 CS1303
 CS1303.The orthometric height was determined by differential leveling
 CS1303.and adjusted by the National Geodetic Survey in June 1991..
 CS1303
 CS1303.The geoid height was determined by GEOID03.
 CS1303
 CS1303.The dynamic height is computed by dividing the NAVD 88
 CS1303.geopotential number by the normal gravity value computed on the
 CS1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1303.degrees latitude (g = 980.6199 gals.).
 CS1303
 CS1303.The modeled gravity was interpolated from observed gravity values.
 CS1303
 CS1303;                    North         East    Units  Estimated Accuracy
 CS1303;SPC TXNC     - 2,146,770.      751,590.      MT  (+/- 180 meters Scaled)
 CS1303
 CS1303                          SUPERSEDED SURVEY CONTROL
 CS1303
 CS1303  NGVD 29 (??/??/92)  158.334  (m)          519.47   (f) ADJ UNCH    2 0
 CS1303
 CS1303.Superseded values are not recommended for survey control.
 CS1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1303.See file dsdata.txt to determine how the superseded data were derived.
 CS1303
 CS1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB982510(NAD 83)
 CS1303_MARKER: DB = BENCH MARK DISK
 CS1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1303_STAMPING: V-262 1934
 CS1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1303+STABILITY: SURFACE MOTION
 CS1303
 CS1303  HISTORY     - Date     Condition        Report By
 CS1303  HISTORY     - 1934     MONUMENTED       CGS
 CS1303  HISTORY     - 1938     GOOD             USGS
 CS1303  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 CS1303  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1303
 CS1303                          STATION DESCRIPTION
 CS1303
 CS1303'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 CS1303'2.7 MI NE FROM CARROLLTON.
 CS1303'CARROLLTON, 2.7 MILES NORTHEAST OF, ALONG THE ST. LOUIS, SAN FRANCISCO
 CS1303'AND TEXAS RAILWAY FROM THE DEPOT AT CARROLLTON, 17 FEET WEST OF
 CS1303'MILEPOST 698, 57 FEET NORTH OF A FENCE CORNER, 48 FEET NORTHWEST OF
 CS1303'THE CENTERLINE OF THE TRACK, 3 FEET EAST OF A WIRE FENCE, AND ABOUT 8
 CS1303'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 262 1934 AND
 CS1303'SET IN THE TOP OF A CONCRETE POST PROJECTING .4 FOOT.
 CS1303
 CS1303                          STATION RECOVERY (1995)
 CS1303
 CS1303'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1303'MARK NOT FOUND.
 CS1303
 CS1303                          STATION RECOVERY (2005)
 CS1303
 CS1303'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0495 ***********************************************************************
 DN0495  DESIGNATION -  V 263
 DN0495  PID         -  DN0495
 DN0495  STATE/COUNTY-  TX/GRAYSON
 DN0495  USGS QUAD   -  DORCHESTER (1974)
 DN0495
 DN0495                         *CURRENT SURVEY CONTROL
 DN0495  ___________________________________________________________________
 DN0495* NAD 83(1986)-  33 33 44.     (N)    096 40 17.     (W)     SCALED    
 DN0495* NAVD 88     -       235.510  (meters)     772.67   (feet)  ADJUSTED  
 DN0495  ___________________________________________________________________
 DN0495  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DN0495  DYNAMIC HT  -         235.259 (meters)     771.85  (feet)  COMP
 DN0495  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 DN0495
 DN0495  VERT ORDER  -  SECOND    CLASS 0
 DN0495
 DN0495.The horizontal coordinates were scaled from a topographic map and have
 DN0495.an estimated accuracy of +/- 6 seconds.
 DN0495
 DN0495.The orthometric height was determined by differential leveling
 DN0495.and adjusted by the National Geodetic Survey in June 1991..
 DN0495
 DN0495.The geoid height was determined by GEOID03.
 DN0495
 DN0495.The dynamic height is computed by dividing the NAVD 88
 DN0495.geopotential number by the normal gravity value computed on the
 DN0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0495.degrees latitude (g = 980.6199 gals.).
 DN0495
 DN0495.The modeled gravity was interpolated from observed gravity values.
 DN0495
 DN0495;                    North         East    Units  Estimated Accuracy
 DN0495;SPC TXNC     - 2,211,680.      769,770.      MT  (+/- 180 meters Scaled)
 DN0495
 DN0495                          SUPERSEDED SURVEY CONTROL
 DN0495
 DN0495  NGVD 29 (??/??/92)  235.53   (m)          772.7    (f) COMPUTED    2 0
 DN0495
 DN0495.Superseded values are not recommended for survey control.
 DN0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0495.See file dsdata.txt to determine how the superseded data were derived.
 DN0495
 DN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC161160(NAD 83)
 DN0495_MARKER: DB = BENCH MARK DISK
 DN0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0495_STAMPING: V 263 1934
 DN0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0495+STABILITY: SURFACE MOTION
 DN0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0495+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 DN0495
 DN0495  HISTORY     - Date     Condition        Report By
 DN0495  HISTORY     - 1934     MONUMENTED       CGS
 DN0495  HISTORY     - 1952     MARK NOT FOUND   NGS
 DN0495  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0495  HISTORY     - 20060518 GOOD             USPSQD
 DN0495
 DN0495                          STATION DESCRIPTION
 DN0495
 DN0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0495'2.4 MI NE FROM DORCHESTER.
 DN0495'2.4 MILES NE OF AND ALONG THE ST. L. AND S.F.R.R. 16 YARDS N OF THE
 DN0495'CENTER OF THE TRACK.  424 YARDS E OF MILE POST 654.
 DN0495
 DN0495                          STATION RECOVERY (1952)
 DN0495
 DN0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DN0495'MARK NOT FOUND.
 DN0495
 DN0495                          STATION RECOVERY (1995)
 DN0495
 DN0495'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0495'MARK NOT FOUND.
 DN0495
 DN0495                          STATION RECOVERY (2006)
 DN0495
 DN0495'RECOVERY NOTE BY US POWER SQUADRON 2006 (WL)
 DN0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0183 ***********************************************************************
 DN0183  DESIGNATION -  V 264
 DN0183  PID         -  DN0183
 DN0183  STATE/COUNTY-  TX/COLLIN
 DN0183  USGS QUAD   -  CULLEOKA (1973)
 DN0183
 DN0183                         *CURRENT SURVEY CONTROL
 DN0183  ___________________________________________________________________
 DN0183* NAD 83(1986)-  33 10 49.     (N)    096 29 43.     (W)     SCALED    
 DN0183* NAVD 88     -       176.776  (meters)     579.97   (feet)  ADJUSTED  
 DN0183  ___________________________________________________________________
 DN0183  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DN0183  DYNAMIC HT  -         176.584 (meters)     579.34  (feet)  COMP
 DN0183  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 DN0183
 DN0183  VERT ORDER  -  SECOND    CLASS 0
 DN0183
 DN0183.The horizontal coordinates were scaled from a topographic map and have
 DN0183.an estimated accuracy of +/- 6 seconds.
 DN0183
 DN0183.The orthometric height was determined by differential leveling
 DN0183.and adjusted by the National Geodetic Survey in June 1991..
 DN0183
 DN0183.The geoid height was determined by GEOID03.
 DN0183
 DN0183.The dynamic height is computed by dividing the NAVD 88
 DN0183.geopotential number by the normal gravity value computed on the
 DN0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0183.degrees latitude (g = 980.6199 gals.).
 DN0183
 DN0183.The modeled gravity was interpolated from observed gravity values.
 DN0183
 DN0183;                    North         East    Units  Estimated Accuracy
 DN0183;SPC TXNC     - 2,169,630.      786,930.      MT  (+/- 180 meters Scaled)
 DN0183
 DN0183                          SUPERSEDED SURVEY CONTROL
 DN0183
 DN0183  NGVD 29 (??/??/92)  176.784  (m)          580.00   (f) ADJ UNCH    2 0
 DN0183
 DN0183.Superseded values are not recommended for survey control.
 DN0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0183.See file dsdata.txt to determine how the superseded data were derived.
 DN0183
 DN0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB335740(NAD 83)
 DN0183_MARKER: DB = BENCH MARK DISK
 DN0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0183_SP_SET: ABUTMENT
 DN0183_STAMPING: V 264 1934
 DN0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0183
 DN0183  HISTORY     - Date     Condition        Report By
 DN0183  HISTORY     - 1934     MONUMENTED       CGS
 DN0183  HISTORY     - 1946     GOOD             NGS
 DN0183  HISTORY     - 19940711 GOOD             USPSQD
 DN0183
 DN0183                          STATION DESCRIPTION
 DN0183
 DN0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0183'IN PRINCETON.
 DN0183'AT PRINCETON, COLLIN COUNTY, AT THE CITY WATER TOWER, AND IN THE TOP
 DN0183'OF THE SOUTHWEST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED V 264
 DN0183'1934.
 DN0183
 DN0183                          STATION RECOVERY (1994)
 DN0183
 DN0183'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0706 ***********************************************************************
 CS0706  DESIGNATION -  V 265
 CS0706  PID         -  CS0706
 CS0706  STATE/COUNTY-  TX/ELLIS
 CS0706  USGS QUAD   -  WAXAHACHIE (1978)
 CS0706
 CS0706                         *CURRENT SURVEY CONTROL
 CS0706  ___________________________________________________________________
 CS0706* NAD 83(1986)-  32 26 59.     (N)    096 50 34.     (W)     SCALED    
 CS0706* NAVD 88     -       187.910  (meters)     616.50   (feet)  ADJUSTED  
 CS0706  ___________________________________________________________________
 CS0706  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CS0706  DYNAMIC HT  -         187.689 (meters)     615.78  (feet)  COMP
 CS0706  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 CS0706
 CS0706  VERT ORDER  -  SECOND    CLASS 0
 CS0706
 CS0706.The horizontal coordinates were scaled from a topographic map and have
 CS0706.an estimated accuracy of +/- 6 seconds.
 CS0706
 CS0706.The orthometric height was determined by differential leveling
 CS0706.and adjusted by the National Geodetic Survey in June 1991..
 CS0706
 CS0706.The geoid height was determined by GEOID03.
 CS0706
 CS0706.The dynamic height is computed by dividing the NAVD 88
 CS0706.geopotential number by the normal gravity value computed on the
 CS0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0706.degrees latitude (g = 980.6199 gals.).
 CS0706
 CS0706.The modeled gravity was interpolated from observed gravity values.
 CS0706
 CS0706;                    North         East    Units  Estimated Accuracy
 CS0706;SPC TXNC     - 2,088,060.      755,810.      MT  (+/- 180 meters Scaled)
 CS0706
 CS0706                          SUPERSEDED SURVEY CONTROL
 CS0706
 CS0706  NGVD 29 (??/??/92)  187.903  (m)          616.48   (f) ADJ UNCH    2 0
 CS0706
 CS0706.Superseded values are not recommended for survey control.
 CS0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0706.See file dsdata.txt to determine how the superseded data were derived.
 CS0706
 CS0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA027923(NAD 83)
 CS0706_MARKER: DB = BENCH MARK DISK
 CS0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0706_STAMPING: V 265 1934
 CS0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0706+STABILITY: SURFACE MOTION
 CS0706
 CS0706  HISTORY     - Date     Condition        Report By
 CS0706  HISTORY     - 1934     MONUMENTED       CGS
 CS0706  HISTORY     - 1961     POOR             USGS
 CS0706  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0706
 CS0706                          STATION DESCRIPTION
 CS0706
 CS0706'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0706'5.0 MI N FROM WAXAHACHIE.
 CS0706'5.0 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS0706'WAXAHACHIE, ELLIS COUNTY, 80 YARDS SOUTH OF MILEPOST 793, 200 YARDS
 CS0706'SOUTH OF BRIDGE 792.9, 255 YARDS NORTH OF A ROAD CROSSING, AND 34 FEET
 CS0706'EAST OF THE TRACK.  A STANDARD DISK, STAMPED V 265 1934 AND SET IN THE
 CS0706'TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK IS LEANING AT
 CS0706'APPROXIMATELY A 45 DEGREE ANGLE.
 CS0706
 CS0706                          STATION RECOVERY (2002)
 CS0706
 CS0706'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2150 ***********************************************************************
 BY2150  DESIGNATION -  V 266
 BY2150  PID         -  BY2150
 BY2150  STATE/COUNTY-  TX/ANDERSON
 BY2150  USGS QUAD   -  WILKERSON MOUNTAIN (1982)
 BY2150
 BY2150                         *CURRENT SURVEY CONTROL
 BY2150  ___________________________________________________________________
 BY2150* NAD 83(1986)-  31 53 54.     (N)    095 44 11.     (W)     SCALED    
 BY2150* NAVD 88     -       133.802  (meters)     438.98   (feet)  ADJUSTED  
 BY2150  ___________________________________________________________________
 BY2150  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BY2150  DYNAMIC HT  -         133.641 (meters)     438.45  (feet)  COMP
 BY2150  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 BY2150
 BY2150  VERT ORDER  -  SECOND    CLASS 0
 BY2150
 BY2150.The horizontal coordinates were scaled from a topographic map and have
 BY2150.an estimated accuracy of +/- 6 seconds.
 BY2150
 BY2150.The orthometric height was determined by differential leveling
 BY2150.and adjusted by the National Geodetic Survey in June 1991..
 BY2150
 BY2150.The geoid height was determined by GEOID03.
 BY2150
 BY2150.The dynamic height is computed by dividing the NAVD 88
 BY2150.geopotential number by the normal gravity value computed on the
 BY2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2150.degrees latitude (g = 980.6199 gals.).
 BY2150
 BY2150.The modeled gravity was interpolated from observed gravity values.
 BY2150
 BY2150;                    North         East    Units  Estimated Accuracy
 BY2150;SPC TX C     - 3,256,390.    1,134,740.      MT  (+/- 180 meters Scaled)
 BY2150
 BY2150                          SUPERSEDED SURVEY CONTROL
 BY2150
 BY2150  NGVD 29 (??/??/92)  133.787  (m)          438.93   (f) ADJ UNCH    2 0
 BY2150
 BY2150.Superseded values are not recommended for survey control.
 BY2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2150.See file dsdata.txt to determine how the superseded data were derived.
 BY2150
 BY2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR412324(NAD 83)
 BY2150_MARKER: DB = BENCH MARK DISK
 BY2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2150_STAMPING: V 266 1934
 BY2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2150+STABILITY: SURFACE MOTION
 BY2150
 BY2150  HISTORY     - Date     Condition        Report By
 BY2150  HISTORY     - 1934     MONUMENTED       CGS
 BY2150  HISTORY     - 1977     GOOD             USGS
 BY2150
 BY2150                          STATION DESCRIPTION
 BY2150
 BY2150'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY2150'12.4 MI NW FROM PALESTINE.
 BY2150'ABOUT 12.4 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE POST OFFICE
 BY2150'AT PALESTINE, ANDERSON COUNTY, 1.4 MILES NORTH OF THE BRICK
 BY2150'SCHOOLHOUSE AT MONTALBA, 64 FEET EAST, 22 FEET NORTH, AND 2 FEET LOWER
 BY2150'THAN T-RD. EAST.  A STANDARD DISK, STAMPED V-266 1934 AND SET IN THE
 BY2150'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0345 ***********************************************************************
 CS0345  DESIGNATION -  V 267
 CS0345  PID         -  CS0345
 CS0345  STATE/COUNTY-  TX/KAUFMAN
 CS0345  USGS QUAD   -  KEMP (1981)
 CS0345
 CS0345                         *CURRENT SURVEY CONTROL
 CS0345  ___________________________________________________________________
 CS0345* NAD 83(1986)-  32 24 59.     (N)    096 13 02.     (W)     SCALED    
 CS0345* NAVD 88     -       107.424  (meters)     352.44   (feet)  ADJUSTED  
 CS0345  ___________________________________________________________________
 CS0345  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0345  DYNAMIC HT  -         107.303 (meters)     352.04  (feet)  COMP
 CS0345  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CS0345
 CS0345  VERT ORDER  -  SECOND    CLASS 0
 CS0345
 CS0345.The horizontal coordinates were scaled from a topographic map and have
 CS0345.an estimated accuracy of +/- 6 seconds.
 CS0345
 CS0345.The orthometric height was determined by differential leveling
 CS0345.and adjusted by the National Geodetic Survey in June 1991..
 CS0345.WARNING-Repeat measurements at this control monument indicate possible
 CS0345.vertical movement.
 CS0345
 CS0345.The geoid height was determined by GEOID03.
 CS0345
 CS0345.The dynamic height is computed by dividing the NAVD 88
 CS0345.geopotential number by the normal gravity value computed on the
 CS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0345.degrees latitude (g = 980.6199 gals.).
 CS0345
 CS0345.The modeled gravity was interpolated from observed gravity values.
 CS0345
 CS0345;                    North         East    Units  Estimated Accuracy
 CS0345;SPC TXNC     - 2,085,470.      814,700.      MT  (+/- 180 meters Scaled)
 CS0345
 CS0345                          SUPERSEDED SURVEY CONTROL
 CS0345
 CS0345  NGVD 29 (??/??/92)  107.441  (m)          352.50   (f) ADJ UNCH    2 0
 CS0345
 CS0345.Superseded values are not recommended for survey control.
 CS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0345.See file dsdata.txt to determine how the superseded data were derived.
 CS0345
 CS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA616899(NAD 83)
 CS0345_MARKER: DB = BENCH MARK DISK
 CS0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0345_STAMPING: V 267 1934
 CS0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0345+STABILITY: SURFACE MOTION
 CS0345
 CS0345  HISTORY     - Date     Condition        Report By
 CS0345  HISTORY     - 1934     MONUMENTED       CGS
 CS0345
 CS0345                          STATION DESCRIPTION
 CS0345
 CS0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0345'2.0 MI SE FROM KEMP.
 CS0345'2.0 MILES SE OF AND ALONG THE S.P. R R 37 FEET S OF THE CENTER OF THE
 CS0345'TRACK.  5 FEET E OF MILE POST 270.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1741 ***********************************************************************
 CS1741  DESIGNATION -  V 268
 CS1741  PID         -  CS1741
 CS1741  STATE/COUNTY-  TX/TARRANT
 CS1741  USGS QUAD   -  HALTOM CITY (1981)
 CS1741
 CS1741                         *CURRENT SURVEY CONTROL
 CS1741  ___________________________________________________________________
 CS1741* NAD 83(1986)-  32 45 26.     (N)    097 20 04.     (W)     SCALED    
 CS1741* NAVD 88     -       192.464  (meters)     631.44   (feet)  ADJUSTED  
 CS1741  ___________________________________________________________________
 CS1741  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS1741  DYNAMIC HT  -         192.239 (meters)     630.70  (feet)  COMP
 CS1741  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 CS1741
 CS1741  VERT ORDER  -  FIRST     CLASS II
 CS1741
 CS1741.The horizontal coordinates were scaled from a topographic map and have
 CS1741.an estimated accuracy of +/- 6 seconds.
 CS1741
 CS1741.The orthometric height was determined by differential leveling
 CS1741.and adjusted by the National Geodetic Survey in June 1991..
 CS1741.WARNING-Repeat measurements at this control monument indicate possible
 CS1741.vertical movement.
 CS1741
 CS1741.The geoid height was determined by GEOID03.
 CS1741
 CS1741.The dynamic height is computed by dividing the NAVD 88
 CS1741.geopotential number by the normal gravity value computed on the
 CS1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1741.degrees latitude (g = 980.6199 gals.).
 CS1741
 CS1741.The modeled gravity was interpolated from observed gravity values.
 CS1741
 CS1741;                    North         East    Units  Estimated Accuracy
 CS1741;SPC TXNC     - 2,121,540.      709,210.      MT  (+/- 180 meters Scaled)
 CS1741
 CS1741                          SUPERSEDED SURVEY CONTROL
 CS1741
 CS1741  NGVD 29 (??/??/92)  192.445  (m)          631.38   (f) ADJ UNCH    1 2
 CS1741
 CS1741.Superseded values are not recommended for survey control.
 CS1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1741.See file dsdata.txt to determine how the superseded data were derived.
 CS1741
 CS1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB560256(NAD 83)
 CS1741_MARKER: DB = BENCH MARK DISK
 CS1741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1741_SP_SET: BUILDING
 CS1741_STAMPING: V 268 1934
 CS1741_MARK LOGO: NGS   
 CS1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1741+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 CS1741
 CS1741  HISTORY     - Date     Condition        Report By
 CS1741  HISTORY     - 1934     MONUMENTED       CGS
 CS1741  HISTORY     - 1957     GOOD             NGS
 CS1741  HISTORY     - 1984     GOOD             NGS
 CS1741  HISTORY     - 1989     GOOD             USPSQD
 CS1741  HISTORY     - 19960301 GOOD             USPSQD
 CS1741  HISTORY     - 20020610 GOOD             INDIV
 CS1741
 CS1741                          STATION DESCRIPTION
 CS1741
 CS1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1741'IN FORT WORTH.
 CS1741'AT FORT WORTH, TARRANT COUNTY, AT THE SOUTHEAST CORNER OF THE CRIMINAL
 CS1741'COURTS BUILDING WHICH IS IN THE NORTHWEST CORNER OF THE INTERSECTION
 CS1741'OF HOUSETON AND BELKNAP STREETS.  THE MARK IS A STANDARD DISK STAMPED
 CS1741'V 268 1934 AND SET VERTICALLY IN THE FACE OF THE EAST CONCRETE WALL
 CS1741'AND 4 FEET ABOVE THE GROUND.
 CS1741
 CS1741                          STATION RECOVERY (1984)
 CS1741
 CS1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1741'RECOVERED IN GOOD CONDITION.
 CS1741
 CS1741                          STATION RECOVERY (1989)
 CS1741
 CS1741'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMF)
 CS1741'RECOVERED IN GOOD CONDITION.
 CS1741
 CS1741                          STATION RECOVERY (1996)
 CS1741
 CS1741'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1741'RECOVERED IN GOOD CONDITION.
 CS1741
 CS1741                          STATION RECOVERY (2002)
 CS1741
 CS1741'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1741'GPS N32 45.442W097 20.073 WGS84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0191 ***********************************************************************
 BZ0191  DESIGNATION -  V 269
 BZ0191  PID         -  BZ0191
 BZ0191  STATE/COUNTY-  TX/NAVARRO
 BZ0191  USGS QUAD   -  STREETMAN (1982)
 BZ0191
 BZ0191                         *CURRENT SURVEY CONTROL
 BZ0191  ___________________________________________________________________
 BZ0191* NAD 83(1986)-  31 54 12.     (N)    096 20 18.     (W)     SCALED    
 BZ0191* NAVD 88     -       102.996  (meters)     337.91   (feet)  ADJUSTED  
 BZ0191  ___________________________________________________________________
 BZ0191  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0191  DYNAMIC HT  -         102.875 (meters)     337.52  (feet)  COMP
 BZ0191  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 BZ0191
 BZ0191  VERT ORDER  -  SECOND    CLASS 0
 BZ0191
 BZ0191.The horizontal coordinates were scaled from a topographic map and have
 BZ0191.an estimated accuracy of +/- 6 seconds.
 BZ0191
 BZ0191.The orthometric height was determined by differential leveling
 BZ0191.and adjusted by the National Geodetic Survey in June 1991..
 BZ0191.WARNING-Repeat measurements at this control monument indicate possible
 BZ0191.vertical movement.
 BZ0191
 BZ0191.The geoid height was determined by GEOID03.
 BZ0191
 BZ0191.The dynamic height is computed by dividing the NAVD 88
 BZ0191.geopotential number by the normal gravity value computed on the
 BZ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0191.degrees latitude (g = 980.6199 gals.).
 BZ0191
 BZ0191.The modeled gravity was interpolated from observed gravity values.
 BZ0191
 BZ0191;                    North         East    Units  Estimated Accuracy
 BZ0191;SPC TXNC     - 2,028,350.      804,480.      MT  (+/- 180 meters Scaled)
 BZ0191
 BZ0191                          SUPERSEDED SURVEY CONTROL
 BZ0191
 BZ0191  NGVD 29 (??/??/92)  102.986  (m)          337.88   (f) ADJ UNCH    2 0
 BZ0191
 BZ0191.Superseded values are not recommended for survey control.
 BZ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0191.See file dsdata.txt to determine how the superseded data were derived.
 BZ0191
 BZ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA517328(NAD 83)
 BZ0191_MARKER: DB = BENCH MARK DISK
 BZ0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0191_STAMPING: V 269 1934
 BZ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0191+STABILITY: SURFACE MOTION
 BZ0191
 BZ0191  HISTORY     - Date     Condition        Report By
 BZ0191  HISTORY     - 1934     MONUMENTED       CGS
 BZ0191  HISTORY     - 1947     GOOD             NGS
 BZ0191
 BZ0191                          STATION DESCRIPTION
 BZ0191
 BZ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0191'2.2 MI N FROM STREETMAN.
 BZ0191'2.2 MILES NORTH ALONG THE TRACK FROM THE BURLINGTON-ROCK ISLAND
 BZ0191'RAILROAD STATION AT STREETMAN, 0.2 MILE NORTHWEST OF A DIRT ROAD
 BZ0191'CROSSING, 303.0 FEET NORTHWEST OF THE NORTHWEST END OF TRESTLE NO.
 BZ0191'224.37, AT THE NORTHWEST END OF A LONG FILL AND AT THE SOUTHEAST END
 BZ0191'OF A LONG CUT, DIRECTLY ACROSS THE TRACK FROM TELEPHONE POLE NO. E 55,
 BZ0191'68.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 48.5 FEET NORTHWEST OF AN
 BZ0191'18-INCH ELM TREE WHICH IS BEING USED FOR A FENCE CORNER POST, 3.5 FEET
 BZ0191'SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 2.0 FEET SOUTHEAST OF A
 BZ0191'REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FEET BELOW THE TRACK
 BZ0191'AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0207 ***********************************************************************
 CE0207  DESIGNATION -  V 27
 CE0207  PID         -  CE0207
 CE0207  STATE/COUNTY-  TX/EL PASO
 CE0207  USGS QUAD   -  CANUTILLO (1995)
 CE0207
 CE0207                         *CURRENT SURVEY CONTROL
 CE0207  ___________________________________________________________________
 CE0207* NAD 83(1986)-  31 56 04.     (N)    106 36 10.     (W)     SCALED    
 CE0207* NAVD 88     -      1151.354  (meters)    3777.40   (feet)  ADJUSTED  
 CE0207  ___________________________________________________________________
 CE0207  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0207  DYNAMIC HT  -        1149.642 (meters)    3771.78  (feet)  COMP
 CE0207  MODELED GRAV-     979,113.0   (mgal)                       NAVD 88
 CE0207
 CE0207  VERT ORDER  -  FIRST     CLASS II
 CE0207
 CE0207.The horizontal coordinates were scaled from a topographic map and have
 CE0207.an estimated accuracy of +/- 6 seconds.
 CE0207
 CE0207.The orthometric height was determined by differential leveling
 CE0207.and adjusted by the National Geodetic Survey in November 1996..
 CE0207.WARNING-Repeat measurements at this control monument indicate possible
 CE0207.vertical movement.
 CE0207
 CE0207.The geoid height was determined by GEOID03.
 CE0207
 CE0207.The dynamic height is computed by dividing the NAVD 88
 CE0207.geopotential number by the normal gravity value computed on the
 CE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0207.degrees latitude (g = 980.6199 gals.).
 CE0207
 CE0207.The modeled gravity was interpolated from observed gravity values.
 CE0207
 CE0207;                    North         East    Units  Estimated Accuracy
 CE0207;SPC TX C     - 3,268,110.      107,470.      MT  (+/- 180 meters Scaled)
 CE0207
 CE0207                          SUPERSEDED SURVEY CONTROL
 CE0207
 CE0207  NAVD 88 (06/15/91) 1151.340  (m)         3777.35   (f) UNKNOWN     1 2
 CE0207  NGVD 29 (??/??/92) 1150.817  (m)         3775.64   (f) ADJ UNCH    1 2
 CE0207
 CE0207.Superseded values are not recommended for survey control.
 CE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0207.See file dsdata.txt to determine how the superseded data were derived.
 CE0207
 CE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR484342(NAD 83)
 CE0207_MARKER: DB = BENCH MARK DISK
 CE0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0207_SP_SET: CONCRETE POST
 CE0207_STAMPING: V 27 1952
 CE0207_MARK LOGO: CGS   
 CE0207_PROJECTION: PROJECTING 5 CENTIMETERS
 CE0207_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0207+STABILITY: SURFACE MOTION
 CE0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0207+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0207
 CE0207  HISTORY     - Date     Condition        Report By
 CE0207  HISTORY     - 1952     MONUMENTED       CGS
 CE0207  HISTORY     - 1954     GOOD             NGS
 CE0207  HISTORY     - 1981     GOOD             NGS
 CE0207  HISTORY     - 19940418 GOOD             NGS
 CE0207
 CE0207                          STATION DESCRIPTION
 CE0207
 CE0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CE0207'1.35 MI N FROM CANUTILLO.
 CE0207'1.35 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 85 FROM THE POST OFFICE AT
 CE0207'CANUTILLO, AT THE CHAVEZ CROSSING, 172 FEET WEST OF THE CENTER LINE OF
 CE0207'THE HIGHWAY, 89.3 FEET WEST OF THE WEST RAIL OF THE ATCHISON, TOPEKA
 CE0207'AND SANTA FE RAILROAD, 139.5 FEET NORTH OF THE NORTHEAST CORNER OF A
 CE0207'HOUSE, 14.5 FEET WEST OF A POWER POLE, 1.5 FEET EAST OF A WITNESS
 CE0207'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CE0207'THE GROUND.
 CE0207
 CE0207                          STATION RECOVERY (1954)
 CE0207
 CE0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0207'RECOVERED IN GOOD CONDITION.
 CE0207
 CE0207                          STATION RECOVERY (1981)
 CE0207
 CE0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0207'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0207'2.4 KM (1.5 MI) NORTHERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 CE0207'IN CANUTILLO, AT A DIRT ROAD LEADING WEST ACROSS THE ATCHISON TOPEKA
 CE0207'AND SANTA FE RAILROAD, 52.4 METERS (172.0 FT) WEST OF THE CENTERLINE
 CE0207'OF THE HIGHWAY, 42.5 METERS (139.5 FT) NORTH OF THE NORTHEAST CORNER
 CE0207'OF A HOUSE, 27.2 METERS (89.3 FT) WEST OF THE NEAR RAIL, 6.4 METERS
 CE0207'(21.2 FT) SOUTH OF THE CENTER OF THE ROAD, 4.4 METERS (14.5 FT)
 CE0207'WEST OF UTILITY POLE NUMBER 7715, AND 0.5 METER (1.5 FT) EAST OF A
 CE0207'4 BY 4 INCH WOODEN WITNESS POST.
 CE0207'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CE0207
 CE0207                          STATION RECOVERY (1994)
 CE0207
 CE0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0207'2.3 KM (1.40 MI) NORTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0207'THE POST OFFICE IN CANUTILLO, 53.7 M (176.2 FT) WEST OF THE HIGHWAY
 CE0207'CENTERLINE, 27.0 M (88.6 FT) WEST OF THE NEAR RAIL OF THE SANTA FE
 CE0207'RAILROAD, 10.2 M (33.5 FT) WEST OF THE CENTER OF A PAVED ROAD, 7.8 M
 CE0207'(25.6 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 6.3 M (20.7 FT)
 CE0207'NORTHWEST OF A FENCE CORNER, 4.6 M (15.1 FT) WEST OF UTILITY POLE
 CE0207'NUMBER 7715 WITH 2 GUY CABLES, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 CE0207'HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 CE0207'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0402 ***********************************************************************
 DO0402  DESIGNATION -  V 270
 DO0402  PID         -  DO0402
 DO0402  STATE/COUNTY-  TX/BAYLOR
 DO0402  USGS QUAD   -  SEYMOUR EAST (1966)
 DO0402
 DO0402                         *CURRENT SURVEY CONTROL
 DO0402  ___________________________________________________________________
 DO0402* NAD 83(1986)-  33 37 11.     (N)    099 12 53.     (W)     SCALED    
 DO0402* NAVD 88     -       408.948  (meters)    1341.69   (feet)  ADJUSTED  
 DO0402  ___________________________________________________________________
 DO0402  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DO0402  DYNAMIC HT  -         408.478 (meters)    1340.15  (feet)  COMP
 DO0402  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 DO0402
 DO0402  VERT ORDER  -  SECOND    CLASS 0
 DO0402
 DO0402.The horizontal coordinates were scaled from a topographic map and have
 DO0402.an estimated accuracy of +/- 6 seconds.
 DO0402
 DO0402.The orthometric height was determined by differential leveling
 DO0402.and adjusted by the National Geodetic Survey in June 1991..
 DO0402
 DO0402.The geoid height was determined by GEOID03.
 DO0402
 DO0402.The dynamic height is computed by dividing the NAVD 88
 DO0402.geopotential number by the normal gravity value computed on the
 DO0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0402.degrees latitude (g = 980.6199 gals.).
 DO0402
 DO0402.The modeled gravity was interpolated from observed gravity values.
 DO0402
 DO0402;                    North         East    Units  Estimated Accuracy
 DO0402;SPC TXNC     - 2,216,800.      533,680.      MT  (+/- 180 meters Scaled)
 DO0402
 DO0402                          SUPERSEDED SURVEY CONTROL
 DO0402
 DO0402  NGVD 29 (??/??/92)  408.823  (m)         1341.28   (f) ADJ UNCH    2 0
 DO0402
 DO0402.Superseded values are not recommended for survey control.
 DO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0402.See file dsdata.txt to determine how the superseded data were derived.
 DO0402
 DO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC800200(NAD 83)
 DO0402_MARKER: DB = BENCH MARK DISK
 DO0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0402_STAMPING: V 270 1934
 DO0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0402+STABILITY: SURFACE MOTION
 DO0402
 DO0402  HISTORY     - Date     Condition        Report By
 DO0402  HISTORY     - 1934     MONUMENTED       CGS
 DO0402  HISTORY     - 1957     GOOD             NGS
 DO0402
 DO0402                          STATION DESCRIPTION
 DO0402
 DO0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0402'3.7 MI NE FROM SEYMOUR.
 DO0402'3.7 MILES NORTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM SEYMOUR,
 DO0402'BAYLOR COUNTY, 30 YARDS SOUTHWEST OF MILEPOST 48, 50 FEET SOUTHEAST OF
 DO0402'THE CENTERLINE OF THE TRACK, 5 FEET NORTHWEST OF THE RIGHT-OF-WAY
 DO0402'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0361 ***********************************************************************
 CT0361  DESIGNATION -  V 271
 CT0361  PID         -  CT0361
 CT0361  STATE/COUNTY-  TX/SHACKELFORD
 CT0361  USGS QUAD   -  FORT GRIFFIN (1981)
 CT0361
 CT0361                         *CURRENT SURVEY CONTROL
 CT0361  ___________________________________________________________________
 CT0361* NAD 83(1986)-  32 56 22.     (N)    099 12 00.     (W)     SCALED    
 CT0361* NAVD 88     -       375.738  (meters)    1232.73   (feet)  ADJUSTED  
 CT0361  ___________________________________________________________________
 CT0361  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CT0361  DYNAMIC HT  -         375.273 (meters)    1231.21  (feet)  COMP
 CT0361  MODELED GRAV-     979,389.0   (mgal)                       NAVD 88
 CT0361
 CT0361  VERT ORDER  -  SECOND    CLASS 0
 CT0361
 CT0361.The horizontal coordinates were scaled from a topographic map and have
 CT0361.an estimated accuracy of +/- 6 seconds.
 CT0361
 CT0361.The orthometric height was determined by differential leveling
 CT0361.and adjusted by the National Geodetic Survey in June 1991..
 CT0361
 CT0361.The geoid height was determined by GEOID03.
 CT0361
 CT0361.The dynamic height is computed by dividing the NAVD 88
 CT0361.geopotential number by the normal gravity value computed on the
 CT0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0361.degrees latitude (g = 980.6199 gals.).
 CT0361
 CT0361.The modeled gravity was interpolated from observed gravity values.
 CT0361
 CT0361;                    North         East    Units  Estimated Accuracy
 CT0361;SPC TXNC     - 2,141,360.      534,550.      MT  (+/- 180 meters Scaled)
 CT0361
 CT0361                          SUPERSEDED SURVEY CONTROL
 CT0361
 CT0361  NGVD 29 (??/??/92)  375.621  (m)         1232.35   (f) ADJ UNCH    2 0
 CT0361
 CT0361.Superseded values are not recommended for survey control.
 CT0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0361.See file dsdata.txt to determine how the superseded data were derived.
 CT0361
 CT0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB813445(NAD 83)
 CT0361_MARKER: DB = BENCH MARK DISK
 CT0361_SETTING: 66 = SET IN ROCK OUTCROP
 CT0361_SP_SET: ROCK OUTCROP
 CT0361_STAMPING: V 271 1934
 CT0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0361+STABILITY: POSITION/ELEVATION WELL
 CT0361
 CT0361  HISTORY     - Date     Condition        Report By
 CT0361  HISTORY     - 1934     MONUMENTED       CGS
 CT0361  HISTORY     - 1957     GOOD             NGS
 CT0361
 CT0361                          STATION DESCRIPTION
 CT0361
 CT0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0361'17.0 MI S FROM THROCKMORTON.
 CT0361'IN SHACKELFORD COUNTY, 17.0 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM
 CT0361'THROCKMORTON, THROCKMORTON COUNTY, 45 YARDS NORTHWEST OF THE
 CT0361'CENTERLINE OF THE HIGHWAY, 80 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE,
 CT0361'MARKED BY A ROCK CIRCLE, AND IN THE TOP OF A ROCK OUTCROP.  NOTE-- THE
 CT0361'MARK IS ABOUT 60 FEET NORTHWEST OF A TRIANGLE BLAZED TREE IN
 CT0361'RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0278 ***********************************************************************
 CT0278  DESIGNATION -  V 273
 CT0278  PID         -  CT0278
 CT0278  STATE/COUNTY-  TX/EASTLAND
 CT0278  USGS QUAD   -  LA CASA (1967)
 CT0278
 CT0278                         *CURRENT SURVEY CONTROL
 CT0278  ___________________________________________________________________
 CT0278* NAD 83(1986)-  32 30 45.     (N)    098 41 22.     (W)     SCALED    
 CT0278* NAVD 88     -       469.959  (meters)    1541.86   (feet)  ADJUSTED  
 CT0278  ___________________________________________________________________
 CT0278  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CT0278  DYNAMIC HT  -         469.360 (meters)    1539.89  (feet)  COMP
 CT0278  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 CT0278
 CT0278  VERT ORDER  -  FIRST     CLASS II
 CT0278
 CT0278.The horizontal coordinates were scaled from a topographic map and have
 CT0278.an estimated accuracy of +/- 6 seconds.
 CT0278
 CT0278.The orthometric height was determined by differential leveling
 CT0278.and adjusted by the National Geodetic Survey in June 1991..
 CT0278.WARNING-Repeat measurements at this control monument indicate possible
 CT0278.vertical movement.
 CT0278
 CT0278.The geoid height was determined by GEOID03.
 CT0278
 CT0278.The dynamic height is computed by dividing the NAVD 88
 CT0278.geopotential number by the normal gravity value computed on the
 CT0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0278.degrees latitude (g = 980.6199 gals.).
 CT0278
 CT0278.The modeled gravity was interpolated from observed gravity values.
 CT0278
 CT0278;                    North         East    Units  Estimated Accuracy
 CT0278;SPC TXNC     - 2,093,810.      582,200.      MT  (+/- 180 meters Scaled)
 CT0278
 CT0278                          SUPERSEDED SURVEY CONTROL
 CT0278
 CT0278  NGVD 29 (??/??/92)  469.818  (m)         1541.39   (f) ADJ UNCH    1 2
 CT0278
 CT0278.Superseded values are not recommended for survey control.
 CT0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0278.See file dsdata.txt to determine how the superseded data were derived.
 CT0278
 CT0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA291972(NAD 83)
 CT0278_MARKER: DB = BENCH MARK DISK
 CT0278_SETTING: 66 = SET IN ROCK OUTCROP
 CT0278_SP_SET: ROCK FLAT
 CT0278_STAMPING: V 273 1934
 CT0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0278+STABILITY: POSITION/ELEVATION WELL
 CT0278
 CT0278  HISTORY     - Date     Condition        Report By
 CT0278  HISTORY     - 1934     MONUMENTED       CGS
 CT0278  HISTORY     - 1956     GOOD             NGS
 CT0278  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0278
 CT0278                          STATION DESCRIPTION
 CT0278
 CT0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0278'3.5 MI N FROM RANGER.
 CT0278'1.0 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0278'STATION AT RANGER, THENCE 2.5 MILES NORTHWEST ALONG AN ABANDONED GRADE
 CT0278'OF THE WICHITA FALLS AND SOUTHERN RAILROAD, 0.15 MILE WEST OF THE
 CT0278'BULLOCK METHODIST CHURCH, 0.15 MILE WEST OF FARM ROAD 717, 265 FEET
 CT0278'SOUTH OF THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, 60 FEET EAST
 CT0278'OF THE CENTER LINE OF THE OLD RAILROAD GRADE, FLUSH WITH THE GROUND,
 CT0278'SET IN THE TOP OF A FLAT ROCK.
 CT0278
 CT0278                          STATION RECOVERY (1983)
 CT0278
 CT0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0449 ***********************************************************************
 CT0449  DESIGNATION -  V 274
 CT0449  PID         -  CT0449
 CT0449  STATE/COUNTY-  TX/CALLAHAN
 CT0449  USGS QUAD   -  CROSS CUT (1987)
 CT0449
 CT0449                         *CURRENT SURVEY CONTROL
 CT0449  ___________________________________________________________________
 CT0449* NAD 83(1986)-  32 04 45.     (N)    099 12 36.     (W)     SCALED    
 CT0449* NAVD 88     -       520.019  (meters)    1706.10   (feet)  ADJUSTED  
 CT0449  ___________________________________________________________________
 CT0449  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CT0449  DYNAMIC HT  -         519.341 (meters)    1703.87  (feet)  COMP
 CT0449  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 CT0449
 CT0449  VERT ORDER  -  SECOND    CLASS 0
 CT0449
 CT0449.The horizontal coordinates were scaled from a topographic map and have
 CT0449.an estimated accuracy of +/- 6 seconds.
 CT0449
 CT0449.The orthometric height was determined by differential leveling
 CT0449.and adjusted by the National Geodetic Survey in June 1991..
 CT0449
 CT0449.The geoid height was determined by GEOID03.
 CT0449
 CT0449.The dynamic height is computed by dividing the NAVD 88
 CT0449.geopotential number by the normal gravity value computed on the
 CT0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0449.degrees latitude (g = 980.6199 gals.).
 CT0449
 CT0449.The modeled gravity was interpolated from observed gravity values.
 CT0449
 CT0449;                    North         East    Units  Estimated Accuracy
 CT0449;SPC TXNC     - 2,045,970.      532,970.      MT  (+/- 180 meters Scaled)
 CT0449
 CT0449                          SUPERSEDED SURVEY CONTROL
 CT0449
 CT0449  NGVD 29 (??/??/92)  519.882  (m)         1705.65   (f) ADJ UNCH    2 0
 CT0449
 CT0449.Superseded values are not recommended for survey control.
 CT0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0449.See file dsdata.txt to determine how the superseded data were derived.
 CT0449
 CT0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA801492(NAD 83)
 CT0449_MARKER: DB = BENCH MARK DISK
 CT0449_SETTING: 66 = SET IN ROCK OUTCROP
 CT0449_SP_SET: ROCK OUTCROP
 CT0449_STAMPING: V 274 1934
 CT0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0449+STABILITY: POSITION/ELEVATION WELL
 CT0449
 CT0449  HISTORY     - Date     Condition        Report By
 CT0449  HISTORY     - 1934     MONUMENTED       CGS
 CT0449  HISTORY     - 1960     MARK NOT FOUND   USGS
 CT0449
 CT0449                          STATION DESCRIPTION
 CT0449
 CT0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0449'5.2 MI SW FROM CROSS PLAINS.
 CT0449'5.2 MILES SW OF AND ALONG STATE HIGHWAY NO. 206 AT A JOG IN THE FENCE
 CT0449'LINE.  AT THE COUNTY LINE.  27 FEET E OF THE CENTER OF THE HIGHWAY. 4
 CT0449'FEET W OF FENCE CORNER.  DISK SET HORIZONTALLY IN OUTCROP OF ROCK.
 CT0449
 CT0449                          STATION RECOVERY (1960)
 CT0449
 CT0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CT0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0423 ***********************************************************************
 DM0423  DESIGNATION -  V 275
 DM0423  PID         -  DM0423
 DM0423  STATE/COUNTY-  TX/TITUS
 DM0423  USGS QUAD   -  WINFIELD (1965)
 DM0423
 DM0423                         *CURRENT SURVEY CONTROL
 DM0423  ___________________________________________________________________
 DM0423* NAD 83(1986)-  33 09 40.     (N)    095 03 51.     (W)     SCALED    
 DM0423* NAVD 88     -       127.888  (meters)     419.58   (feet)  ADJUSTED  
 DM0423  ___________________________________________________________________
 DM0423  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0423  DYNAMIC HT  -         127.747 (meters)     419.12  (feet)  COMP
 DM0423  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 DM0423
 DM0423  VERT ORDER  -  SECOND    CLASS 0
 DM0423
 DM0423.The horizontal coordinates were scaled from a topographic map and have
 DM0423.an estimated accuracy of +/- 6 seconds.
 DM0423
 DM0423.The orthometric height was determined by differential leveling
 DM0423.and adjusted by the National Geodetic Survey in June 1991..
 DM0423
 DM0423.The geoid height was determined by GEOID03.
 DM0423
 DM0423.The dynamic height is computed by dividing the NAVD 88
 DM0423.geopotential number by the normal gravity value computed on the
 DM0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0423.degrees latitude (g = 980.6199 gals.).
 DM0423
 DM0423.The modeled gravity was interpolated from observed gravity values.
 DM0423
 DM0423;                    North         East    Units  Estimated Accuracy
 DM0423;SPC TXNC     - 2,170,960.      920,410.      MT  (+/- 180 meters Scaled)
 DM0423
 DM0423                          SUPERSEDED SURVEY CONTROL
 DM0423
 DM0423  NGVD 29 (??/??/92)  127.897  (m)          419.61   (f) ADJ UNCH    2 0
 DM0423
 DM0423.Superseded values are not recommended for survey control.
 DM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0423.See file dsdata.txt to determine how the superseded data were derived.
 DM0423
 DM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS075710(NAD 83)
 DM0423_MARKER: DB = BENCH MARK DISK
 DM0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0423_SP_SET: CULVERT
 DM0423_STAMPING: V 275 1934
 DM0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0423
 DM0423  HISTORY     - Date     Condition        Report By
 DM0423  HISTORY     - 1934     MONUMENTED       CGS
 DM0423
 DM0423                          STATION DESCRIPTION
 DM0423
 DM0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0423'2.8 MI E FROM WINFIELD.
 DM0423'2.8 MI E OF AND ALONG THE ST. L AND SW R R.  ABOUT 300 YARDS W OF MILE
 DM0423'POST 485/25.  15 FEET N OF CENTER OF TRACK.  DISK IS SET HORIZONTALLY
 DM0423'ON E END OF HEADWALL OF CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0255 ***********************************************************************
 CR0255  DESIGNATION -  V 276
 CR0255  PID         -  CR0255
 CR0255  STATE/COUNTY-  TX/UPSHUR
 CR0255  USGS QUAD   -  GILMER (1978)
 CR0255
 CR0255                         *CURRENT SURVEY CONTROL
 CR0255  ___________________________________________________________________
 CR0255* NAD 83(1986)-  32 42 25.     (N)    094 57 25.     (W)     SCALED    
 CR0255* NAVD 88     -       126.307  (meters)     414.39   (feet)  ADJUSTED  
 CR0255  ___________________________________________________________________
 CR0255  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CR0255  DYNAMIC HT  -         126.163 (meters)     413.92  (feet)  COMP
 CR0255  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 CR0255
 CR0255  VERT ORDER  -  SECOND    CLASS 0
 CR0255
 CR0255.The horizontal coordinates were scaled from a topographic map and have
 CR0255.an estimated accuracy of +/- 6 seconds.
 CR0255
 CR0255.The orthometric height was determined by differential leveling
 CR0255.and adjusted by the National Geodetic Survey in June 1991..
 CR0255
 CR0255.The geoid height was determined by GEOID03.
 CR0255
 CR0255.The dynamic height is computed by dividing the NAVD 88
 CR0255.geopotential number by the normal gravity value computed on the
 CR0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0255.degrees latitude (g = 980.6199 gals.).
 CR0255
 CR0255.The modeled gravity was interpolated from observed gravity values.
 CR0255
 CR0255;                    North         East    Units  Estimated Accuracy
 CR0255;SPC TXNC     - 2,120,960.      932,100.      MT  (+/- 180 meters Scaled)
 CR0255
 CR0255                          SUPERSEDED SURVEY CONTROL
 CR0255
 CR0255  NGVD 29 (??/??/92)  126.328  (m)          414.46   (f) ADJ UNCH    2 0
 CR0255
 CR0255.Superseded values are not recommended for survey control.
 CR0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0255.See file dsdata.txt to determine how the superseded data were derived.
 CR0255
 CR0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS165204(NAD 83)
 CR0255_MARKER: DB = BENCH MARK DISK
 CR0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0255_STAMPING: V 276 1934
 CR0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0255+STABILITY: SURFACE MOTION
 CR0255
 CR0255  HISTORY     - Date     Condition        Report By
 CR0255  HISTORY     - 1934     MONUMENTED       CGS
 CR0255  HISTORY     - 1954     GOOD             NGS
 CR0255  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0255
 CR0255                          STATION DESCRIPTION
 CR0255
 CR0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0255'1.9 MI SW FROM GILMER.
 CR0255'1.9 MILES SOUTHWEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD OF
 CR0255'TEXAS FROM THE STATION AT GILMER, 1 1/2 POLES SOUTHEAST OF MILEPOST
 CR0255'512 + 5, 3 1/2 POLES SOUTHWEST OF AN UNDERPASS, 46 FEET SOUTHEAST OF
 CR0255'THE SOUTHEAST RAIL, 2 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A
 CR0255'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CR0255'FOOT ABOVE THE GROUND.
 CR0255
 CR0255                          STATION RECOVERY (2004)
 CR0255
 CR0255'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CR0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0124 ***********************************************************************
 CR0124  DESIGNATION -  V 277
 CR0124  PID         -  CR0124
 CR0124  STATE/COUNTY-  TX/PANOLA
 CR0124  USGS QUAD   -  HARRIS CHAPEL (1983)
 CR0124
 CR0124                         *CURRENT SURVEY CONTROL
 CR0124  ___________________________________________________________________
 CR0124* NAD 83(1986)-  32 16 49.     (N)    094 27 53.     (W)     SCALED    
 CR0124* NAVD 88     -        82.374  (meters)     270.26   (feet)  ADJUSTED  
 CR0124  ___________________________________________________________________
 CR0124  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR0124  DYNAMIC HT  -          82.279 (meters)     269.94  (feet)  COMP
 CR0124  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 CR0124
 CR0124  VERT ORDER  -  SECOND    CLASS 0
 CR0124
 CR0124.The horizontal coordinates were scaled from a topographic map and have
 CR0124.an estimated accuracy of +/- 6 seconds.
 CR0124
 CR0124.The orthometric height was determined by differential leveling
 CR0124.and adjusted by the National Geodetic Survey in June 1991..
 CR0124
 CR0124.The geoid height was determined by GEOID03.
 CR0124
 CR0124.The dynamic height is computed by dividing the NAVD 88
 CR0124.geopotential number by the normal gravity value computed on the
 CR0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0124.degrees latitude (g = 980.6199 gals.).
 CR0124
 CR0124.The modeled gravity was interpolated from observed gravity values.
 CR0124
 CR0124;                    North         East    Units  Estimated Accuracy
 CR0124;SPC TXNC     - 2,075,340.      980,030.      MT  (+/- 180 meters Scaled)
 CR0124
 CR0124                          SUPERSEDED SURVEY CONTROL
 CR0124
 CR0124  NGVD 29 (??/??/92)   82.409  (m)          270.37   (f) ADJ UNCH    2 0
 CR0124
 CR0124.Superseded values are not recommended for survey control.
 CR0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0124.See file dsdata.txt to determine how the superseded data were derived.
 CR0124
 CR0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR620724(NAD 83)
 CR0124_MARKER: DB = BENCH MARK DISK
 CR0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0124_STAMPING: V 277 1934
 CR0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0124+STABILITY: SURFACE MOTION
 CR0124
 CR0124  HISTORY     - Date     Condition        Report By
 CR0124  HISTORY     - 1934     MONUMENTED       CGS
 CR0124  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0124  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0124
 CR0124                          STATION DESCRIPTION
 CR0124
 CR0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0124'2.5 MI NW FROM BECKVILLE.
 CR0124'2.5 MI NW OF AND ALONG THE S F R R 225 YARDS N OF MILE POST 184.  40
 CR0124'FEET E OF A RAILWAY CROSSING.  24 FEET NE OF CENTER OF TRACK AND 6
 CR0124'FEET NW OF A TELEPHONE POLE.
 CR0124
 CR0124                          STATION RECOVERY (1977)
 CR0124
 CR0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0124'MARK NOT FOUND.
 CR0124
 CR0124                          STATION RECOVERY (1998)
 CR0124
 CR0124'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1821 ***********************************************************************
 BK1821  DESIGNATION -  V 278
 BK1821  PID         -  BK1821
 BK1821  STATE/COUNTY-  TX/NEWTON
 BK1821  USGS QUAD   -  HARTBURG (1984)
 BK1821
 BK1821                         *CURRENT SURVEY CONTROL
 BK1821  ___________________________________________________________________
 BK1821* NAD 83(1986)-  30 15 39.     (N)    093 45 31.     (W)     SCALED    
 BK1821* NAVD 88     -         5.42   (+/-2cm)      17.8    (feet)  VERTCON   
 BK1821  ___________________________________________________________________
 BK1821  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BK1821
 BK1821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1821
 BK1821.The horizontal coordinates were scaled from a topographic map and have
 BK1821.an estimated accuracy of +/- 6 seconds.
 BK1821
 BK1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1821.The vertical order pertains to the NGVD 29 superseded value.
 BK1821
 BK1821.The geoid height was determined by GEOID03.
 BK1821
 BK1821;                    North         East    Units  Estimated Accuracy
 BK1821;SPC TX C     - 3,084,560.    1,332,310.      MT  (+/- 180 meters Scaled)
 BK1821
 BK1821                          SUPERSEDED SURVEY CONTROL
 BK1821
 BK1821  NGVD 29 (??/??/??)    5.376  (m)           17.64   (f) ADJUSTED    2 0
 BK1821
 BK1821.Superseded values are not recommended for survey control.
 BK1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1821.See file dsdata.txt to determine how the superseded data were derived.
 BK1821
 BK1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP270479(NAD 83)
 BK1821_MARKER: DB = BENCH MARK DISK
 BK1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1821_STAMPING: V 278 1935
 BK1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1821+STABILITY: SURFACE MOTION
 BK1821
 BK1821  HISTORY     - Date     Condition        Report By
 BK1821  HISTORY     - 1935     MONUMENTED       CGS
 BK1821  HISTORY     - 1976     MARK NOT FOUND   USGS
 BK1821
 BK1821                          STATION DESCRIPTION
 BK1821
 BK1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1821'2.0 MI W FROM RULIFF.
 BK1821'2.0 MI W OF AND ALONG THE KANSAS CITY SOUTHERN R R 0.5 MILE SW OF
 BK1821'MILEPOST 742.  40 FEET SE OF CENTER OF TRACK.  22 FEET NW OF A WAGON
 BK1821'ROAD.
 BK1821
 BK1821                          STATION RECOVERY (1976)
 BK1821
 BK1821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BK1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1429 ***********************************************************************
 BL1429  DESIGNATION -  V 279
 BL1429  PID         -  BL1429
 BL1429  STATE/COUNTY-  TX/MONTGOMERY
 BL1429  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1429
 BL1429                         *CURRENT SURVEY CONTROL
 BL1429  ___________________________________________________________________
 BL1429* NAD 83(1986)-  30 12 34.     (N)    095 45 00.     (W)     SCALED    
 BL1429* NAVD 88     -        82.50   (+/-2cm)     270.7    (feet)  VERTCON   
 BL1429  ___________________________________________________________________
 BL1429  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL1429
 BL1429  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1429
 BL1429.The horizontal coordinates were scaled from a topographic map and have
 BL1429.an estimated accuracy of +/- 6 seconds.
 BL1429
 BL1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1429.The vertical order pertains to the NGVD 29 superseded value.
 BL1429
 BL1429.The geoid height was determined by GEOID03.
 BL1429
 BL1429;                    North         East    Units  Estimated Accuracy
 BL1429;SPC TX C     - 3,069,260.    1,141,160.      MT  (+/- 180 meters Scaled)
 BL1429
 BL1429                          SUPERSEDED SURVEY CONTROL
 BL1429
 BL1429  NGVD 29 (04/06/79)   82.489  (m)          270.63   (f) ADJUSTED    1 2
 BL1429
 BL1429.Superseded values are not recommended for survey control.
 BL1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1429.See file dsdata.txt to determine how the superseded data were derived.
 BL1429
 BL1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP352451(NAD 83)
 BL1429_MARKER: DB = BENCH MARK DISK
 BL1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1429_STAMPING: V 279 1935
 BL1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1429+STABILITY: SURFACE MOTION
 BL1429
 BL1429  HISTORY     - Date     Condition        Report By
 BL1429  HISTORY     - 1935     MONUMENTED       CGS
 BL1429  HISTORY     - 1954     GOOD             NGS
 BL1429  HISTORY     - 1978     GOOD             NGS
 BL1429  HISTORY     - 20050827 MARK NOT FOUND   GEOCAC
 BL1429
 BL1429                          STATION DESCRIPTION
 BL1429
 BL1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1429'IN MAGNOLIA.
 BL1429'AT MAGNOLIA, ON THE INTERNATIONAL-GREAT NORTHERN RAILROAD, ABOUT 120
 BL1429'YARDS SOUTH OF THE STATION, ABOUT 300 YARDS NORTH OF MILEPOST 22, 39
 BL1429'YARDS SOUTH OF A WATER TANK, AND 12 YARDS WEST OF THE CENTERLINE OF
 BL1429'THE TRACK.  SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 BL1429'INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC.
 BL1429
 BL1429                          STATION RECOVERY (1978)
 BL1429
 BL1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1429'IN MAGNOLIA, ON THE MISSOURI-PACIFIC RAILROAD, 39 YEARDS SOUTHEAST
 BL1429'OF THE WATER TANK ON THE EAST CORNER OF THE JUNCTION OF MAGNOLIA
 BL1429'BOULEVARD AND MAGNOLIA CONROE ROAD, 228 FEET SOUTHEAST OF THE
 BL1429'CENTERLINE OF MAGNOLIA CONROE ROAD, 85 FEET NORTHEAST OF THE
 BL1429'CENTERLINE OF MAGNOLIA BOULEVARD, 32 FEET SOUTHWEST OF THE SOUTHWEST
 BL1429'RAIL, 15 FEET NORTH OF THE NORTH CORNER OF MERLE NORMAN COSMETICS
 BL1429'STORE, AND 9 FEET SOUTHEAST OF A POWER POLE.
 BL1429
 BL1429                          STATION RECOVERY (2005)
 BL1429
 BL1429'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1429'A 69 YEAR OLD LIFELONG RESIDENT TOOK ME DIRECTLY TO THE CONCRETE
 BL1429'MONUMENT. HE STATED THE MARK HAD BEEN THERE HIS WHOLE LIFE, BUT THE
 BL1429'DISK HAD BEEN MISSING FOR YEARS. THE DISTANCE WAS MEASURED FROM THE
 BL1429'CONCRETE TO THE OLD STORE CORNER AND THE POWER POLE, AND THE
 BL1429'MEASUREMENTS MATCHED THOSE FROM THE 1978 RECOVERY. THE TOP OF THE
 BL1429'CONCRTETE IS BADLY BROKEN AND THE DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0219 ***********************************************************************
 CE0219  DESIGNATION -  V 28
 CE0219  PID         -  CE0219
 CE0219  STATE/COUNTY-  TX/EL PASO
 CE0219  USGS QUAD   -  SMELTERTOWN (1994)
 CE0219
 CE0219                         *CURRENT SURVEY CONTROL
 CE0219  ___________________________________________________________________
 CE0219* NAD 83(1986)-  31 50 29.     (N)    106 34 41.     (W)     SCALED    
 CE0219* NAVD 88     -      1142.511  (meters)    3748.39   (feet)  POSTED    
 CE0219  ___________________________________________________________________
 CE0219  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0219  DYNAMIC HT  -        1140.820 (meters)    3742.84  (feet)  COMP
 CE0219  MODELED GRAV-     979,116.6   (mgal)                       NAVD 88
 CE0219
 CE0219  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0219
 CE0219.The horizontal coordinates were scaled from a topographic map and have
 CE0219.an estimated accuracy of +/- 6 seconds.
 CE0219
 CE0219.The orthometric height was determined by differential leveling
 CE0219.and adjusted by the National Geodetic Survey in 1992..
 CE0219.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0219.rate of 0.0 thru 1.0 mm/km.
 CE0219
 CE0219.The geoid height was determined by GEOID03.
 CE0219
 CE0219.The dynamic height is computed by dividing the NAVD 88
 CE0219.geopotential number by the normal gravity value computed on the
 CE0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0219.degrees latitude (g = 980.6199 gals.).
 CE0219
 CE0219.The modeled gravity was interpolated from observed gravity values.
 CE0219
 CE0219;                    North         East    Units  Estimated Accuracy
 CE0219;SPC TX C     - 3,257,680.      109,220.      MT  (+/- 180 meters Scaled)
 CE0219
 CE0219                          SUPERSEDED SURVEY CONTROL
 CE0219
 CE0219  NGVD 29 (??/??/92) 1141.994  (m)         3746.69   (f) ADJ UNCH    1 2
 CE0219
 CE0219.Superseded values are not recommended for survey control.
 CE0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0219.See file dsdata.txt to determine how the superseded data were derived.
 CE0219
 CE0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR506239(NAD 83)
 CE0219_MARKER: DB = BENCH MARK DISK
 CE0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0219_STAMPING: V 28 1952
 CE0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0219+STABILITY: SURFACE MOTION
 CE0219
 CE0219  HISTORY     - Date     Condition        Report By
 CE0219  HISTORY     - 1952     MONUMENTED       CGS
 CE0219  HISTORY     - 1954     GOOD             NGS
 CE0219  HISTORY     - 1979     POOR             USGS
 CE0219  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0219
 CE0219                          STATION DESCRIPTION
 CE0219
 CE0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CE0219'0.35 MI NW FROM WHITE SPUR.
 CE0219'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 80 A FROM THE GRADE SCHOOL AT
 CE0219'WHITE SPUR, AT A ROAD INTERSECTION, 116 FEET SOUTHWEST OF THE CENTER
 CE0219'LINE OF THE HIGHWAY, 43 FEET NORTH OF THE CENTER LINE OF FARM ROAD
 CE0219'260, 33 FEET NORTHEAST OF THE CENTER LINE OF CHARL ANN LANE, 33.5 FEET
 CE0219'SOUTHWEST OF THE SOUTHWEST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CE0219'RAILROAD, 16 FEET NORTHEAST OF A TELEPHONE POLE, 2.9 FEET NORTHWEST OF
 CE0219'A WITNESS POST, 0.95 MILE SOUTHEAST OF BENCH MARK U 28, SET IN THE TOP
 CE0219'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CE0219
 CE0219                          STATION RECOVERY (1954)
 CE0219
 CE0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0219'RECOVERED IN GOOD CONDITION.
 CE0219
 CE0219                          STATION RECOVERY (1979)
 CE0219
 CE0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CE0219'POST TILTED SLIGHTLY. CAP OF DISK POPPED OFF AND NOT FOUND. STEM OF
 CE0219'DISK REMAINS IN CONCRETE POST.
 CE0219
 CE0219                          STATION RECOVERY (1981)
 CE0219
 CE0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0447 ***********************************************************************
 DO0447  DESIGNATION -  V 280
 DO0447  PID         -  DO0447
 DO0447  STATE/COUNTY-  TX/THROCKMORTON
 DO0447  USGS QUAD   -  TONK CREEK (1981)
 DO0447
 DO0447                         *CURRENT SURVEY CONTROL
 DO0447  ___________________________________________________________________
 DO0447* NAD 83(1986)-  33 10 53.     (N)    099 17 28.     (W)     SCALED    
 DO0447* NAVD 88     -       470.282  (meters)    1542.92   (feet)  ADJUSTED  
 DO0447  ___________________________________________________________________
 DO0447  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DO0447  DYNAMIC HT  -         469.708 (meters)    1541.03  (feet)  COMP
 DO0447  MODELED GRAV-     979,402.0   (mgal)                       NAVD 88
 DO0447
 DO0447  VERT ORDER  -  SECOND    CLASS 0
 DO0447
 DO0447.The horizontal coordinates were scaled from a topographic map and have
 DO0447.an estimated accuracy of +/- 6 seconds.
 DO0447
 DO0447.The orthometric height was determined by differential leveling
 DO0447.and adjusted by the National Geodetic Survey in June 1991..
 DO0447
 DO0447.The geoid height was determined by GEOID03.
 DO0447
 DO0447.The dynamic height is computed by dividing the NAVD 88
 DO0447.geopotential number by the normal gravity value computed on the
 DO0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0447.degrees latitude (g = 980.6199 gals.).
 DO0447
 DO0447.The modeled gravity was interpolated from observed gravity values.
 DO0447
 DO0447;                    North         East    Units  Estimated Accuracy
 DO0447;SPC TXNC     - 2,168,250.      526,230.      MT  (+/- 180 meters Scaled)
 DO0447
 DO0447                          SUPERSEDED SURVEY CONTROL
 DO0447
 DO0447  NGVD 29 (??/??/92)  470.144  (m)         1542.46   (f) ADJ UNCH    2 0
 DO0447
 DO0447.Superseded values are not recommended for survey control.
 DO0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0447.See file dsdata.txt to determine how the superseded data were derived.
 DO0447
 DO0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB728714(NAD 83)
 DO0447_MARKER: DB = BENCH MARK DISK
 DO0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0447_SP_SET: CULVERT
 DO0447_STAMPING: V 280 1934
 DO0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0447
 DO0447  HISTORY     - Date     Condition        Report By
 DO0447  HISTORY     - 1934     MONUMENTED       CGS
 DO0447  HISTORY     - 1965     GOOD             USGS
 DO0447
 DO0447                          STATION DESCRIPTION
 DO0447
 DO0447'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0447'6.87 MI W FROM THROCKMORTON.
 DO0447'6.87 MILES WEST ALONG STATE HWY. NO. 24 FROM THE JUNCTION OF U.S. HWY
 DO0447'NO. 283 AND STATE HWY NO. 24 IN THROCKMORTON TEXAS.  AT A 3-BOX
 DO0447'CONCRETE CULVERT AND IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 DO0447'HEADWALL.  A STANDARD DISK STAMPED V-280, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0299 ***********************************************************************
 CA0299  DESIGNATION -  V 281
 CA0299  PID         -  CA0299
 CA0299  STATE/COUNTY-  TX/BROWN
 CA0299  USGS QUAD   -  BLANKET (1978)
 CA0299
 CA0299                         *CURRENT SURVEY CONTROL
 CA0299  ___________________________________________________________________
 CA0299* NAD 83(1986)-  31 48 35.     (N)    098 48 40.     (W)     SCALED    
 CA0299* NAVD 88     -       503.431  (meters)    1651.67   (feet)  ADJUSTED  
 CA0299  ___________________________________________________________________
 CA0299  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CA0299  DYNAMIC HT  -         502.773 (meters)    1649.51  (feet)  COMP
 CA0299  MODELED GRAV-     979,316.6   (mgal)                       NAVD 88
 CA0299
 CA0299  VERT ORDER  -  SECOND    CLASS 0
 CA0299
 CA0299.The horizontal coordinates were scaled from a topographic map and have
 CA0299.an estimated accuracy of +/- 6 seconds.
 CA0299
 CA0299.The orthometric height was determined by differential leveling
 CA0299.and adjusted by the National Geodetic Survey in June 1991..
 CA0299
 CA0299.The geoid height was determined by GEOID03.
 CA0299
 CA0299.The dynamic height is computed by dividing the NAVD 88
 CA0299.geopotential number by the normal gravity value computed on the
 CA0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0299.degrees latitude (g = 980.6199 gals.).
 CA0299
 CA0299.The modeled gravity was interpolated from observed gravity values.
 CA0299
 CA0299;                    North         East    Units  Estimated Accuracy
 CA0299;SPC TX C     - 3,238,560.      844,130.      MT  (+/- 180 meters Scaled)
 CA0299
 CA0299                          SUPERSEDED SURVEY CONTROL
 CA0299
 CA0299  NGVD 29 (??/??/92)  503.326  (m)         1651.33   (f) ADJ UNCH    2 0
 CA0299
 CA0299.Superseded values are not recommended for survey control.
 CA0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0299.See file dsdata.txt to determine how the superseded data were derived.
 CA0299
 CA0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA178193(NAD 83)
 CA0299_MARKER: DB = BENCH MARK DISK
 CA0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0299_STAMPING: V 281 1934
 CA0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0299+STABILITY: SURFACE MOTION
 CA0299
 CA0299  HISTORY     - Date     Condition        Report By
 CA0299  HISTORY     - 1934     MONUMENTED       CGS
 CA0299  HISTORY     - 1966     GOOD             NGS
 CA0299
 CA0299                          STATION DESCRIPTION
 CA0299
 CA0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0299'2.0 MI SW FROM BLANKET.
 CA0299'ABOUT 2.1 MILES WEST ALONG U. S. HIGHWAY 377 FROM THE JEFF CAFE IN
 CA0299'BLANKET TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, AND GO 0.4
 CA0299'MILE A ROAD CROSSING OF THE A. T. AND SANTA FE RAILROAD AND THE SITE
 CA0299'OF BENCH MARK, 150 FEET WEST OF THE ROAD CROSSING, 67 FEET SOUTH OF
 CA0299'THE SOUTH RAILROAD TRACK, 36 FEET NORTH OF THE CENTER LINE OF AN
 CA0299'EAST-WEST ROAD, 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 CA0299'EAST OF A METAL WITNESS POST.  A C AND GS DISK SET IN A 10 X 10 IN.
 CA0299'CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0114 ***********************************************************************
 CT0114  DESIGNATION -  V 282
 CT0114  PID         -  CT0114
 CT0114  STATE/COUNTY-  TX/ERATH
 CT0114  USGS QUAD   -  BUNYAN (1965)
 CT0114
 CT0114                         *CURRENT SURVEY CONTROL
 CT0114  ___________________________________________________________________
 CT0114* NAD 83(1986)-  32 09 33.     (N)    098 15 55.     (W)     SCALED    
 CT0114* NAVD 88     -       414.132  (meters)    1358.70   (feet)  ADJUSTED  
 CT0114  ___________________________________________________________________
 CT0114  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CT0114  DYNAMIC HT  -         413.603 (meters)    1356.96  (feet)  COMP
 CT0114  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 CT0114
 CT0114  VERT ORDER  -  SECOND    CLASS 0
 CT0114
 CT0114.The horizontal coordinates were scaled from a topographic map and have
 CT0114.an estimated accuracy of +/- 6 seconds.
 CT0114
 CT0114.The orthometric height was determined by differential leveling
 CT0114.and adjusted by the National Geodetic Survey in June 1991..
 CT0114
 CT0114.The geoid height was determined by GEOID03.
 CT0114
 CT0114.The dynamic height is computed by dividing the NAVD 88
 CT0114.geopotential number by the normal gravity value computed on the
 CT0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0114.degrees latitude (g = 980.6199 gals.).
 CT0114
 CT0114.The modeled gravity was interpolated from observed gravity values.
 CT0114
 CT0114;                    North         East    Units  Estimated Accuracy
 CT0114;SPC TXNC     - 2,054,640.      622,140.      MT  (+/- 180 meters Scaled)
 CT0114
 CT0114                          SUPERSEDED SURVEY CONTROL
 CT0114
 CT0114  NGVD 29 (??/??/92)  414.037  (m)         1358.39   (f) ADJ UNCH    2 0
 CT0114
 CT0114.Superseded values are not recommended for survey control.
 CT0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0114.See file dsdata.txt to determine how the superseded data were derived.
 CT0114
 CT0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA692583(NAD 83)
 CT0114_MARKER: DB = BENCH MARK DISK
 CT0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0114_STAMPING: V 282 1934
 CT0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0114+STABILITY: SURFACE MOTION
 CT0114
 CT0114  HISTORY     - Date     Condition        Report By
 CT0114  HISTORY     - 1934     MONUMENTED       CGS
 CT0114  HISTORY     - 1966     GOOD             NGS
 CT0114  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CT0114
 CT0114                          STATION DESCRIPTION
 CT0114
 CT0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0114'5.7 MI SW FROM STEPHENVILLE.
 CT0114'ABOUT 5.7 MILES SOUTHWEST ALONG THE A. T. AND SANTA FE RAILWAY FROM
 CT0114'THE STATION IN STEPHENVILLE TO SITE OF MARK.  TO REACH FROM THE
 CT0114'COURTHOUSE IN STEPHENVILLE, GO WEST ON U. S. HIGHWAY 377 FOR 4.25
 CT0114'MILES TO A SIDE ROAD.  TURN LEFT AS PER SIGN LONE OAK COMMUNITY
 CT0114'CENTER, GO 0.7 MILE TO THE RAILROAD CROSSING, THENCE SOUTHWEST ALONG
 CT0114'THE RAILROAD TRACKS 1.5 MILE TO SITE OF MARK, NEAR MILE POST 76, 44
 CT0114'FEET WEST OF THE CENTER OF TRACKS, AND 5 FEET EAST OF THE RIGHT-OF-WAY
 CT0114'FENCE.  A C AND GS DISK SET IN A 10 X 10 IN. CONCRETE POST WHICH
 CT0114'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF GROUND.
 CT0114
 CT0114                          STATION RECOVERY (1995)
 CT0114
 CT0114'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0016 ***********************************************************************
 CA0016  DESIGNATION -  V 284
 CA0016  PID         -  CA0016
 CA0016  STATE/COUNTY-  TX/HAMILTON
 CA0016  USGS QUAD   -  POTTSVILLE (1956)
 CA0016
 CA0016                         *CURRENT SURVEY CONTROL
 CA0016  ___________________________________________________________________
 CA0016* NAD 83(1986)-  31 43 59.     (N)    098 16 07.     (W)     SCALED    
 CA0016* NAVD 88     -       372.412  (meters)    1221.82   (feet)  ADJUSTED  
 CA0016  ___________________________________________________________________
 CA0016  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CA0016  DYNAMIC HT  -         371.932 (meters)    1220.25  (feet)  COMP
 CA0016  MODELED GRAV-     979,340.2   (mgal)                       NAVD 88
 CA0016
 CA0016  VERT ORDER  -  SECOND    CLASS 0
 CA0016
 CA0016.The horizontal coordinates were scaled from a topographic map and have
 CA0016.an estimated accuracy of +/- 6 seconds.
 CA0016
 CA0016.The orthometric height was determined by differential leveling
 CA0016.and adjusted by the National Geodetic Survey in June 1991..
 CA0016
 CA0016.The geoid height was determined by GEOID03.
 CA0016
 CA0016.The dynamic height is computed by dividing the NAVD 88
 CA0016.geopotential number by the normal gravity value computed on the
 CA0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0016.degrees latitude (g = 980.6199 gals.).
 CA0016
 CA0016.The modeled gravity was interpolated from observed gravity values.
 CA0016
 CA0016;                    North         East    Units  Estimated Accuracy
 CA0016;SPC TX C     - 3,230,890.      895,650.      MT  (+/- 180 meters Scaled)
 CA0016
 CA0016                          SUPERSEDED SURVEY CONTROL
 CA0016
 CA0016  NGVD 29 (??/??/92)  372.332  (m)         1221.56   (f) ADJ UNCH    2 0
 CA0016
 CA0016.Superseded values are not recommended for survey control.
 CA0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0016.See file dsdata.txt to determine how the superseded data were derived.
 CA0016
 CA0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA692110(NAD 83)
 CA0016_MARKER: DB = BENCH MARK DISK
 CA0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0016_STAMPING: V 284 1934
 CA0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0016+STABILITY: SURFACE MOTION
 CA0016
 CA0016  HISTORY     - Date     Condition        Report By
 CA0016  HISTORY     - 1934     MONUMENTED       CGS
 CA0016
 CA0016                          STATION DESCRIPTION
 CA0016
 CA0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0016'9.4 MI W FROM HAMILTON.
 CA0016'9.4 MILES W OF AND ALONG STATE HWY 36 0.15 MILE W OF A CONCRETE LOW
 CA0016'WATER BRIDGE.  38 FEET N OF CENTER OF HIGHWAY.  14 FEET N OF R/W
 CA0016'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0144 ***********************************************************************
 CA0144  DESIGNATION -  V 285 RESET
 CA0144  PID         -  CA0144
 CA0144  STATE/COUNTY-  TX/LAMPASAS
 CA0144  USGS QUAD   -  LAMPASAS (1954)
 CA0144
 CA0144                         *CURRENT SURVEY CONTROL
 CA0144  ___________________________________________________________________
 CA0144* NAD 83(1993)-  31 06 57.80079(N)    098 11 35.37617(W)     ADJUSTED  
 CA0144* NAVD 88     -       363.245  (meters)    1191.75   (feet)  ADJUSTED  
 CA0144  ___________________________________________________________________
 CA0144  X           -    -778,912.861 (meters)                     COMP
 CA0144  Y           -  -5,409,855.508 (meters)                     COMP
 CA0144  Z           -   3,277,090.566 (meters)                     COMP
 CA0144  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 CA0144  ELLIP HEIGHT-         337.60  (meters)          (10/24/00) GPS OBS
 CA0144  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CA0144  DYNAMIC HT  -         362.760 (meters)    1190.16  (feet)  COMP
 CA0144  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 CA0144
 CA0144  HORZ ORDER  -  FIRST
 CA0144  VERT ORDER  -  FIRST     CLASS II
 CA0144  ELLP ORDER  -  FOURTH    CLASS II
 CA0144
 CA0144.The horizontal coordinates were established by GPS observations
 CA0144.and adjusted by the National Geodetic Survey in February 1996..
 CA0144
 CA0144.The orthometric height was determined by differential leveling
 CA0144.and adjusted by the National Geodetic Survey in June 1991..
 CA0144.WARNING-GPS observations at this control monument resulted in a GPS
 CA0144.derived orthometric height which differed from the leveled height by
 CA0144.more than one decimeter (0.1 meter).
 CA0144
 CA0144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA0144
 CA0144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0144
 CA0144.The ellipsoidal height was determined by GPS observations
 CA0144.and is referenced to NAD 83.
 CA0144
 CA0144.The geoid height was determined by GEOID03.
 CA0144
 CA0144.The dynamic height is computed by dividing the NAVD 88
 CA0144.geopotential number by the normal gravity value computed on the
 CA0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0144.degrees latitude (g = 980.6199 gals.).
 CA0144
 CA0144.The modeled gravity was interpolated from observed gravity values.
 CA0144
 CA0144;                    North         East     Units Scale Factor Converg.
 CA0144;SPC TX C     - 3,162,635.753   904,111.385   MT  0.99988374   +1 06 08.3
 CA0144;SPC TX C     -10,376,080.80  2,966,238.77   sFT  0.99988374   +1 06 08.3
 CA0144;UTM  14      - 3,442,743.887   576,933.583   MT  0.99967301   +0 25 01.1
 CA0144
 CA0144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0144!SPC TX C     -   0.99994699  x   0.99988374  =   0.99983073
 CA0144!UTM  14      -   0.99994699  x   0.99967301  =   0.99962002
 CA0144
 CA0144                          SUPERSEDED SURVEY CONTROL
 CA0144
 CA0144  ELLIP H (02/20/96)  337.64   (m)                       GP(       ) 1 1
 CA0144
 CA0144.Superseded values are not recommended for survey control.
 CA0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0144.See file dsdata.txt to determine how the superseded data were derived.
 CA0144
 CA0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7693442744(NAD 83)
 CA0144_MARKER: DB = BENCH MARK DISK
 CA0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0144_STAMPING: V 285 RESET 1962
 CA0144_MARK LOGO: CGS   
 CA0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0144+STABILITY: SURFACE MOTION
 CA0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0144+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1995
 CA0144
 CA0144  HISTORY     - Date     Condition        Report By
 CA0144  HISTORY     - 1962     MONUMENTED       CGS
 CA0144  HISTORY     - 1969     GOOD             NGS
 CA0144  HISTORY     - 1983     GOOD             NGS
 CA0144  HISTORY     - 19950310 GOOD             NGS
 CA0144
 CA0144                          STATION DESCRIPTION
 CA0144
 CA0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CA0144'3.7 MI N FROM LAMPASAS.
 CA0144'TO REACH FROM THE JUNCTION OF FARM ROAD 580 AND U.S. HIGHWAY 281 IN
 CA0144'LAMPASAS, GO NORTH ON U.S. HIGHWAY 281 FOR 3.7 MILES TO A RAILROAD
 CA0144'OVERPASS AND BENCH MARK, 205 FEET NORTHEAST OF THE NORTHEAST CURB OF
 CA0144'THE OVERPASS, 300 FEET NORTH OF A FENCE CORNER, 79 FEET EAST OF THE
 CA0144'CENTER LINE OF HIGHWAY, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND 1
 CA0144'FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD DISK STAMPED V 285
 CA0144'RESET 1962, IS SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 5
 CA0144'INCHES.
 CA0144
 CA0144                          STATION RECOVERY (1969)
 CA0144
 CA0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CA0144'RECOVERED IN GOOD CONDITION.
 CA0144
 CA0144                          STATION RECOVERY (1983)
 CA0144
 CA0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0144'RECOVERED IN GOOD CONDITION.
 CA0144
 CA0144                          STATION RECOVERY (1995)
 CA0144
 CA0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CA0144'THE STATION IS LOCATED ABOUT 3.64 KM (2.25 MI) NORTH OF LAMPASAS ON
 CA0144'THE RIGHT SIDE AND ABOUT 2.0 M (6.6 FT) BELOW THE HIGHWAY, ABOUT
 CA0144'HALFWAY BETWEEN THE FENCE AND THE EDGE OF THE ROAD.  TO REACH THE
 CA0144'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 281, 183 AND 190 IN
 CA0144'LAMPASAS, GO NORTH ALONG HIGHWAY 281 FOR 3.64 KM (2.25 MI) TO THE
 CA0144'STATION ON THE RIGHT.  STATION IS 62.5 M (205.1 FT) NORTHEAST OF THE
 CA0144'SOUTHEAST END OF THE NORTHEAST AB UTMENT OF THE BRIDGE SPANNING A
 CA0144'RAILROAD, 24.5 M (80.4 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 5.8 M
 CA0144'(19.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, 2.0 M (6.6 FT) BELOW
 CA0144'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS PROJECTING 0.10 CM ABOVE
 CA0144'THE GROUND SURFACE.  NOTE--STAMPING IS 1962, IT IS NOT 1982 AS STATED
 CA0144'IN PREVIOUS DESCRIPTION.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0955 ***********************************************************************
 CA0955  DESIGNATION -  V 285 RESET 1982
 CA0955  PID         -  CA0955
 CA0955  STATE/COUNTY-  TX/LAMPASAS
 CA0955  USGS QUAD   -  LAMPASAS (1954)
 CA0955
 CA0955                         *CURRENT SURVEY CONTROL
 CA0955  ___________________________________________________________________
 CA0955* NAD 83(1986)-  31 06 58.     (N)    098 11 35.     (W)     SCALED    
 CA0955* NAVD 88     -       363.222  (meters)    1191.67   (feet)  ADJUSTED  
 CA0955  ___________________________________________________________________
 CA0955  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CA0955  DYNAMIC HT  -         362.738 (meters)    1190.08  (feet)  COMP
 CA0955  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 CA0955
 CA0955  VERT ORDER  -  FIRST     CLASS II
 CA0955
 CA0955.The horizontal coordinates were scaled from a topographic map and have
 CA0955.an estimated accuracy of +/- 6 seconds.
 CA0955
 CA0955.The orthometric height was determined by differential leveling
 CA0955.and adjusted by the National Geodetic Survey in June 1991..
 CA0955
 CA0955.The geoid height was determined by GEOID03.
 CA0955
 CA0955.The dynamic height is computed by dividing the NAVD 88
 CA0955.geopotential number by the normal gravity value computed on the
 CA0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0955.degrees latitude (g = 980.6199 gals.).
 CA0955
 CA0955.The modeled gravity was interpolated from observed gravity values.
 CA0955
 CA0955;                    North         East    Units  Estimated Accuracy
 CA0955;SPC TX C     - 3,162,640.      904,120.      MT  (+/- 180 meters Scaled)
 CA0955
 CA0955                          SUPERSEDED SURVEY CONTROL
 CA0955
 CA0955.No superseded survey control is available for this station.
 CA0955
 CA0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV769427(NAD 83)
 CA0955_MARKER: DB = BENCH MARK DISK
 CA0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0955_SP_SET: CONCRETE POST
 CA0955_STAMPING: V 285 RESET 1982
 CA0955_MARK LOGO: NGS   
 CA0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0955+STABILITY: SURFACE MOTION
 CA0955
 CA0955  HISTORY     - Date     Condition        Report By
 CA0955  HISTORY     - 1982     MONUMENTED       NGS
 CA0955  HISTORY     - 1983     GOOD             NGS
 CA0955
 CA0955                          STATION DESCRIPTION
 CA0955
 CA0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0955'6.24 KM (3.88 MI) NORTH FROM LAMPASAS.
 CA0955'THE MARK IS 6.24 KM (3.9 MI) NORTH FROM THE JUNCTION OF MAIN STREET
 CA0955'AND U.S. HIGHWAY 281 IN LAMPASAS.  IT IS ON THE EAST RIGHT OF WAY OF
 CA0955'U.S. HIGHWAY 281, 0.16 KM (0.1 MI) NORTH OF A RAILROAD TRACK,
 CA0955'18.29 METERS (60.0 FT) EAST OF THE HIGHWAY CENTERLINE AND 0.30 METER
 CA0955'(1.0 FT) WEST OF A FENCE.
 CA0955'THE MARK IS 6.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0157 ***********************************************************************
 DM0157  DESIGNATION -  V 286
 DM0157  PID         -  DM0157
 DM0157  STATE/COUNTY-  TX/BOWIE
 DM0157  USGS QUAD   -  NEW BOSTON (1975)
 DM0157
 DM0157                         *CURRENT SURVEY CONTROL
 DM0157  ___________________________________________________________________
 DM0157* NAD 83(1986)-  33 27 44.     (N)    094 26 08.     (W)     SCALED    
 DM0157* NAVD 88     -       112.918  (meters)     370.47   (feet)  ADJUSTED  
 DM0157  ___________________________________________________________________
 DM0157  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM0157  DYNAMIC HT  -         112.799 (meters)     370.07  (feet)  COMP
 DM0157  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 DM0157
 DM0157  VERT ORDER  -  SECOND    CLASS 0
 DM0157
 DM0157.The horizontal coordinates were scaled from a topographic map and have
 DM0157.an estimated accuracy of +/- 6 seconds.
 DM0157
 DM0157.The orthometric height was determined by differential leveling
 DM0157.and adjusted by the National Geodetic Survey in June 1991..
 DM0157
 DM0157.The geoid height was determined by GEOID03.
 DM0157
 DM0157.The dynamic height is computed by dividing the NAVD 88
 DM0157.geopotential number by the normal gravity value computed on the
 DM0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0157.degrees latitude (g = 980.6199 gals.).
 DM0157
 DM0157.The modeled gravity was interpolated from observed gravity values.
 DM0157
 DM0157;                    North         East    Units  Estimated Accuracy
 DM0157;SPC TXNC     - 2,206,420.      977,710.      MT  (+/- 180 meters Scaled)
 DM0157
 DM0157                          SUPERSEDED SURVEY CONTROL
 DM0157
 DM0157  NGVD 29 (??/??/92)  112.926  (m)          370.49   (f) ADJ UNCH    2 0
 DM0157
 DM0157.Superseded values are not recommended for survey control.
 DM0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0157.See file dsdata.txt to determine how the superseded data were derived.
 DM0157
 DM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT665034(NAD 83)
 DM0157_MARKER: DB = BENCH MARK DISK
 DM0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0157_STAMPING: V 286 1934
 DM0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0157+STABILITY: SURFACE MOTION
 DM0157
 DM0157  HISTORY     - Date     Condition        Report By
 DM0157  HISTORY     - 1934     MONUMENTED       CGS
 DM0157
 DM0157                          STATION DESCRIPTION
 DM0157
 DM0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0157'1.4 MI W FROM NEW BOSTON.
 DM0157'1.4 MI W OF AND ALONG THE T P R R 179 YARDS W OF 1 MILE TO STATION
 DM0157'SIGN.  42 FEET S OF CENTER OF TRACK.  3 FEET N OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0888 ***********************************************************************
 CR0888  DESIGNATION -  V 287
 CR0888  PID         -  CR0888
 CR0888  STATE/COUNTY-  TX/VAN ZANDT
 CR0888  USGS QUAD   -  FRUITVALE (1962)
 CR0888
 CR0888                         *CURRENT SURVEY CONTROL
 CR0888  ___________________________________________________________________
 CR0888* NAD 83(1986)-  32 40 56.     (N)    095 48 14.     (W)     SCALED    
 CR0888* NAVD 88     -       141.299  (meters)     463.58   (feet)  ADJUSTED  
 CR0888  ___________________________________________________________________
 CR0888  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CR0888  DYNAMIC HT  -         141.139 (meters)     463.05  (feet)  COMP
 CR0888  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 CR0888
 CR0888  VERT ORDER  -  SECOND    CLASS 0
 CR0888
 CR0888.The horizontal coordinates were scaled from a topographic map and have
 CR0888.an estimated accuracy of +/- 6 seconds.
 CR0888
 CR0888.The orthometric height was determined by differential leveling
 CR0888.and adjusted by the National Geodetic Survey in June 1991..
 CR0888
 CR0888.The geoid height was determined by GEOID03.
 CR0888
 CR0888.The dynamic height is computed by dividing the NAVD 88
 CR0888.geopotential number by the normal gravity value computed on the
 CR0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0888.degrees latitude (g = 980.6199 gals.).
 CR0888
 CR0888.The modeled gravity was interpolated from observed gravity values.
 CR0888
 CR0888;                    North         East    Units  Estimated Accuracy
 CR0888;SPC TXNC     - 2,115,860.      852,810.      MT  (+/- 180 meters Scaled)
 CR0888
 CR0888                          SUPERSEDED SURVEY CONTROL
 CR0888
 CR0888  NGVD 29 (??/??/92)  141.316  (m)          463.63   (f) ADJ UNCH    2 0
 CR0888
 CR0888.Superseded values are not recommended for survey control.
 CR0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0888.See file dsdata.txt to determine how the superseded data were derived.
 CR0888
 CR0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS370195(NAD 83)
 CR0888_MARKER: DB = BENCH MARK DISK
 CR0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0888_STAMPING: V 287 1934
 CR0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0888+STABILITY: SURFACE MOTION
 CR0888
 CR0888  HISTORY     - Date     Condition        Report By
 CR0888  HISTORY     - 1934     MONUMENTED       CGS
 CR0888  HISTORY     - 1948     GOOD             NGS
 CR0888  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0888
 CR0888                          STATION DESCRIPTION
 CR0888
 CR0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0888'IN FRUITVALE.
 CR0888'AT FRUITVALE, 288.5 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 CR0888'82.5 FEET NORTHWEST OF THE SIGNBOARD AT FRUITVALE, 38.3 FEET NORTH OF
 CR0888'THE NORTH RAIL OF THE MAIN TRACK OF THE TEXAS AND PACIFIC RAILWAY AT A
 CR0888'POINT 10 1/3 POLES EAST OF MILEPOST 155, 1.3 FEET EAST OF A REFERENCE
 CR0888'POST, 6.8 FEET SOUTHWEST OF A TELEGRAPH POLE, SET IN THE TOP OF A
 CR0888'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CR0888
 CR0888                          STATION RECOVERY (1995)
 CR0888
 CR0888'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0173 ***********************************************************************
 CS0173  DESIGNATION -  V 288 RESET 1941
 CS0173  PID         -  CS0173
 CS0173  STATE/COUNTY-  TX/KAUFMAN
 CS0173  USGS QUAD   -  ELMO (1981)
 CS0173
 CS0173                         *CURRENT SURVEY CONTROL
 CS0173  ___________________________________________________________________
 CS0173* NAD 83(1986)-  32 43 29.     (N)    096 11 20.     (W)     SCALED    
 CS0173* NAVD 88     -       154.189  (meters)     505.87   (feet)  ADJUSTED  
 CS0173  ___________________________________________________________________
 CS0173  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0173  DYNAMIC HT  -         154.017 (meters)     505.30  (feet)  COMP
 CS0173  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CS0173
 CS0173  VERT ORDER  -  SECOND    CLASS 0
 CS0173
 CS0173.The horizontal coordinates were scaled from a topographic map and have
 CS0173.an estimated accuracy of +/- 6 seconds.
 CS0173
 CS0173.The orthometric height was determined by differential leveling
 CS0173.and adjusted by the National Geodetic Survey in June 1991..
 CS0173
 CS0173.The geoid height was determined by GEOID03.
 CS0173
 CS0173.The dynamic height is computed by dividing the NAVD 88
 CS0173.geopotential number by the normal gravity value computed on the
 CS0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0173.degrees latitude (g = 980.6199 gals.).
 CS0173
 CS0173.The modeled gravity was interpolated from observed gravity values.
 CS0173
 CS0173;                    North         East    Units  Estimated Accuracy
 CS0173;SPC TXNC     - 2,119,710.      816,610.      MT  (+/- 180 meters Scaled)
 CS0173
 CS0173                          SUPERSEDED SURVEY CONTROL
 CS0173
 CS0173  NGVD 29 (??/??/92)  154.196  (m)          505.89   (f) ADJ UNCH    2 0
 CS0173
 CS0173.Superseded values are not recommended for survey control.
 CS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0173.See file dsdata.txt to determine how the superseded data were derived.
 CS0173
 CS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB634242(NAD 83)
 CS0173_MARKER: DB = BENCH MARK DISK
 CS0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0173_SP_SET: ABUTMENT
 CS0173_STAMPING: V 288 RESET 1941
 CS0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0173
 CS0173  HISTORY     - Date     Condition        Report By
 CS0173  HISTORY     - 1941     MONUMENTED       CGS
 CS0173  HISTORY     - 1952     GOOD             NGS
 CS0173  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0173  HISTORY     - 19910725 GOOD             USPSQD
 CS0173
 CS0173                          STATION DESCRIPTION
 CS0173
 CS0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0173'4.8 MI E FROM TERRELL.
 CS0173'4.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0173'AT TERRELL, AT THE OVERPASS OF U.S. HIGHWAY 80, 7 FEET NORTH OF THE
 CS0173'NORTH RAIL, SET IN THE TOP OF THE NORTHWEST CORNER OF THE WEST
 CS0173'CONCRETE ABUTMENT OF THE OVERPASS.
 CS0173
 CS0173                          STATION RECOVERY (1988)
 CS0173
 CS0173'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0173'MARK NOT FOUND.
 CS0173
 CS0173                          STATION RECOVERY (1991)
 CS0173
 CS0173'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1803 ***********************************************************************
 CS1803  DESIGNATION -  V 289
 CS1803  PID         -  CS1803
 CS1803  STATE/COUNTY-  TX/JOHNSON
 CS1803  USGS QUAD   -  BURLESON (1981)
 CS1803
 CS1803                         *CURRENT SURVEY CONTROL
 CS1803  ___________________________________________________________________
 CS1803* NAD 83(1986)-  32 30 38.     (N)    097 19 02.     (W)     SCALED    
 CS1803* NAVD 88     -       228.344  (meters)     749.16   (feet)  ADJUSTED  
 CS1803  ___________________________________________________________________
 CS1803  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS1803  DYNAMIC HT  -         228.070 (meters)     748.26  (feet)  COMP
 CS1803  MODELED GRAV-     979,433.2   (mgal)                       NAVD 88
 CS1803
 CS1803  VERT ORDER  -  FIRST     CLASS II
 CS1803
 CS1803.The horizontal coordinates were scaled from a topographic map and have
 CS1803.an estimated accuracy of +/- 6 seconds.
 CS1803
 CS1803.The orthometric height was determined by differential leveling
 CS1803.and adjusted by the National Geodetic Survey in June 1991..
 CS1803
 CS1803.The geoid height was determined by GEOID03.
 CS1803
 CS1803.The dynamic height is computed by dividing the NAVD 88
 CS1803.geopotential number by the normal gravity value computed on the
 CS1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1803.degrees latitude (g = 980.6199 gals.).
 CS1803
 CS1803.The modeled gravity was interpolated from observed gravity values.
 CS1803
 CS1803;                    North         East    Units  Estimated Accuracy
 CS1803;SPC TXNC     - 2,094,210.      711,130.      MT  (+/- 180 meters Scaled)
 CS1803
 CS1803                          SUPERSEDED SURVEY CONTROL
 CS1803
 CS1803  NGVD 29 (??/??/92)  228.316  (m)          749.07   (f) ADJ UNCH    1 2
 CS1803
 CS1803.Superseded values are not recommended for survey control.
 CS1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1803.See file dsdata.txt to determine how the superseded data were derived.
 CS1803
 CS1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA580982(NAD 83)
 CS1803_MARKER: DB = BENCH MARK DISK
 CS1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1803_STAMPING: V 289 1934
 CS1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1803+STABILITY: SURFACE MOTION
 CS1803
 CS1803  HISTORY     - Date     Condition        Report By
 CS1803  HISTORY     - 1934     MONUMENTED       CGS
 CS1803  HISTORY     - 1964     GOOD             NGS
 CS1803  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1803  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS1803  HISTORY     - 19940328 MARK NOT FOUND   USPSQD
 CS1803  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1803
 CS1803                          STATION DESCRIPTION
 CS1803
 CS1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1803'2.3 MI S FROM BURLESON.
 CS1803'2.3 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS1803'THE STATION AT BURLESON, JOHNSON COUNTY, AT A ROAD CROSSING, 38 FEET
 CS1803'NORTH OF THE CENTER LINE OF THE ROAD, 35 FEET WEST OF THE CENTER LINE
 CS1803'OF THE TRACK, AND 15 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 CS1803'DISK, STAMPED V 289 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CS1803'THE BENCH MARK IS 22 FEET NORTH OF THE CENTER LINE OF JOHNSON COUNTY,
 CS1803'PRECINCT NO. 2 ROAD NO. 803, 28 FEET WEST OF THE WEST RAIL OF THE
 CS1803'MISSOURI-KANSAS-TEXAS RAILROAD TRACKS, 37 FEET NORTH-NORTHWEST OF A
 CS1803'RAILROAD CROSSING SIGN POST, AND 18 FEET EAST OF THE RIGHT-OF-WAY
 CS1803'FENCE.  A STANDARD DISK SET IN A 6 X 6 IN. CONCRETE POST WHICH
 CS1803'PROJECTS ABOUT 6 INCHES.
 CS1803
 CS1803                          STATION RECOVERY (1983)
 CS1803
 CS1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1803'MARK NOT FOUND.
 CS1803
 CS1803                          STATION RECOVERY (1991)
 CS1803
 CS1803'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS1803'MARK NOT FOUND.
 CS1803
 CS1803                          STATION RECOVERY (1994)
 CS1803
 CS1803'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS1803'MARK NOT FOUND.
 CS1803
 CS1803                          STATION RECOVERY (2004)
 CS1803
 CS1803'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS1803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2246 ***********************************************************************
 CS2246  DESIGNATION -  V 292
 CS2246  PID         -  CS2246
 CS2246  STATE/COUNTY-  TX/BOSQUE
 CS2246  USGS QUAD   -  MORGAN (1977)
 CS2246
 CS2246                         *CURRENT SURVEY CONTROL
 CS2246  ___________________________________________________________________
 CS2246* NAD 83(1986)-  32 02 35.     (N)    097 32 27.     (W)     SCALED    
 CS2246* NAVD 88     -       193.992  (meters)     636.46   (feet)  ADJUSTED  
 CS2246  ___________________________________________________________________
 CS2246  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS2246  DYNAMIC HT  -         193.752 (meters)     635.67  (feet)  COMP
 CS2246  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 CS2246
 CS2246  VERT ORDER  -  SECOND    CLASS 0
 CS2246
 CS2246.The horizontal coordinates were scaled from a topographic map and have
 CS2246.an estimated accuracy of +/- 6 seconds.
 CS2246
 CS2246.The orthometric height was determined by differential leveling
 CS2246.and adjusted by the National Geodetic Survey in June 1991..
 CS2246
 CS2246.The geoid height was determined by GEOID03.
 CS2246
 CS2246.The dynamic height is computed by dividing the NAVD 88
 CS2246.geopotential number by the normal gravity value computed on the
 CS2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2246.degrees latitude (g = 980.6199 gals.).
 CS2246
 CS2246.The modeled gravity was interpolated from observed gravity values.
 CS2246
 CS2246;                    North         East    Units  Estimated Accuracy
 CS2246;SPC TX C     - 3,266,760.      963,730.      MT  (+/- 180 meters Scaled)
 CS2246
 CS2246                          SUPERSEDED SURVEY CONTROL
 CS2246
 CS2246  NGVD 29 (??/??/92)  193.961  (m)          636.35   (f) ADJ UNCH    2 0
 CS2246
 CS2246.Superseded values are not recommended for survey control.
 CS2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2246.See file dsdata.txt to determine how the superseded data were derived.
 CS2246
 CS2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA377461(NAD 83)
 CS2246_MARKER: DB = BENCH MARK DISK
 CS2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2246_STAMPING: V 292 1934
 CS2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2246+STABILITY: SURFACE MOTION
 CS2246
 CS2246  HISTORY     - Date     Condition        Report By
 CS2246  HISTORY     - 1934     MONUMENTED       CGS
 CS2246  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2246  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2246
 CS2246                          STATION DESCRIPTION
 CS2246
 CS2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2246'2.9 MI S FROM KOPPERL.
 CS2246'ABOUT 2.9 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2246'FROM THE STATION AT KOPPERL, BOSQUE COUNTY, 6 FEET SOUTH OF MILEPOST
 CS2246'292, AT A HIGH FILL, AND 38 FEET WEST OF THE CENTER LINE OF THE TRACK.
 CS2246'A STANDARD DISK, STAMPED V 292 1934 AND SET IN THE TOP OF A CONCRETE
 CS2246'POST.  NOTE-- IT IS BELIEVED THE MARK MAY STILL EXIST AND WAS
 CS2246'OVERLOOKED DUE TO THE MILEPOST HAS BEEN CHANGED AND THE RAILROAD
 CS2246'TRACKS REBUILT.  THE SANTA FE RAILROAD FOLLOWS A DIFFERENT ROUTE NOW,
 CS2246'SOUTH, FROM KOPPERL TO THE VICINITY WHERE THE MARK SHOULD BE.
 CS2246
 CS2246                          STATION RECOVERY (2001)
 CS2246
 CS2246'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2116 ***********************************************************************
 CS2116  DESIGNATION -  V 293
 CS2116  PID         -  CS2116
 CS2116  STATE/COUNTY-  TX/JOHNSON
 CS2116  USGS QUAD   -  VENUS (1978)
 CS2116
 CS2116                         *CURRENT SURVEY CONTROL
 CS2116  ___________________________________________________________________
 CS2116* NAD 83(1986)-  32 25 56.     (N)    097 06 10.     (W)     SCALED    
 CS2116* NAVD 88     -       205.284  (meters)     673.50   (feet)  ADJUSTED  
 CS2116  ___________________________________________________________________
 CS2116  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CS2116  DYNAMIC HT  -         205.040 (meters)     672.70  (feet)  COMP
 CS2116  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 CS2116
 CS2116  VERT ORDER  -  SECOND    CLASS 0
 CS2116
 CS2116.The horizontal coordinates were scaled from a topographic map and have
 CS2116.an estimated accuracy of +/- 6 seconds.
 CS2116
 CS2116.The orthometric height was determined by differential leveling
 CS2116.and adjusted by the National Geodetic Survey in June 1991..
 CS2116
 CS2116.The geoid height was determined by GEOID03.
 CS2116
 CS2116.The dynamic height is computed by dividing the NAVD 88
 CS2116.geopotential number by the normal gravity value computed on the
 CS2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2116.degrees latitude (g = 980.6199 gals.).
 CS2116
 CS2116.The modeled gravity was interpolated from observed gravity values.
 CS2116
 CS2116;                    North         East    Units  Estimated Accuracy
 CS2116;SPC TXNC     - 2,085,770.      731,390.      MT  (+/- 180 meters Scaled)
 CS2116
 CS2116                          SUPERSEDED SURVEY CONTROL
 CS2116
 CS2116  NGVD 29 (??/??/92)  205.263  (m)          673.43   (f) ADJ UNCH    2 0
 CS2116
 CS2116.Superseded values are not recommended for survey control.
 CS2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2116.See file dsdata.txt to determine how the superseded data were derived.
 CS2116
 CS2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA783899(NAD 83)
 CS2116_MARKER: DB = BENCH MARK DISK
 CS2116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2116_SP_SET: FOOTING
 CS2116_STAMPING: 673.506 V 293 1934
 CS2116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2116
 CS2116  HISTORY     - Date     Condition        Report By
 CS2116  HISTORY     - 1934     MONUMENTED       CGS
 CS2116  HISTORY     - 1965     GOOD             NGS
 CS2116  HISTORY     - 19910413 GOOD             USPSQD
 CS2116  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2116  HISTORY     - 19990608 GOOD             USPSQD
 CS2116
 CS2116                          STATION DESCRIPTION
 CS2116
 CS2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2116'IN VENUS.
 CS2116'AT VENUS, JOHNSON COUNTY, AT THE CITY WATER TOWER IN THE TOP OF THE
 CS2116'TOP OF THE NORTHWEST CORNER OF THE NORTHWEST PIER, AND 18 INCHES ABOVE
 CS2116'THE GROUND.  A STANDARD DISK, STAMPED 673.506 V 293 1934.
 CS2116
 CS2116                          STATION RECOVERY (1991)
 CS2116
 CS2116'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS2116'RECOVERED IN GOOD CONDITION.
 CS2116
 CS2116                          STATION RECOVERY (1994)
 CS2116
 CS2116'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2116'MARK NOT FOUND.
 CS2116
 CS2116                          STATION RECOVERY (1999)
 CS2116
 CS2116'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0172 ***********************************************************************
 DN0172  DESIGNATION -  V 294
 DN0172  PID         -  DN0172
 DN0172  STATE/COUNTY-  TX/HUNT
 DN0172  USGS QUAD   -  WOLFE CITY (1965)
 DN0172
 DN0172                         *CURRENT SURVEY CONTROL
 DN0172  ___________________________________________________________________
 DN0172* NAD 83(1986)-  33 20 44.     (N)    096 06 57.     (W)     SCALED    
 DN0172* NAVD 88     -       190.126  (meters)     623.77   (feet)  ADJUSTED  
 DN0172  ___________________________________________________________________
 DN0172  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 DN0172  DYNAMIC HT  -         189.923 (meters)     623.11  (feet)  COMP
 DN0172  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 DN0172
 DN0172  VERT ORDER  -  SECOND    CLASS 0
 DN0172
 DN0172.The horizontal coordinates were scaled from a topographic map and have
 DN0172.an estimated accuracy of +/- 6 seconds.
 DN0172
 DN0172.The orthometric height was determined by differential leveling
 DN0172.and adjusted by the National Geodetic Survey in June 1991..
 DN0172
 DN0172.The geoid height was determined by GEOID03.
 DN0172
 DN0172.The dynamic height is computed by dividing the NAVD 88
 DN0172.geopotential number by the normal gravity value computed on the
 DN0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0172.degrees latitude (g = 980.6199 gals.).
 DN0172
 DN0172.The modeled gravity was interpolated from observed gravity values.
 DN0172
 DN0172;                    North         East    Units  Estimated Accuracy
 DN0172;SPC TXNC     - 2,188,690.      821,890.      MT  (+/- 180 meters Scaled)
 DN0172
 DN0172                          SUPERSEDED SURVEY CONTROL
 DN0172
 DN0172  NGVD 29 (??/??/92)  190.11   (m)          623.7    (f) COMPUTED    2 0
 DN0172
 DN0172.Superseded values are not recommended for survey control.
 DN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0172.See file dsdata.txt to determine how the superseded data were derived.
 DN0172
 DN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB684933(NAD 83)
 DN0172_MARKER: DB = BENCH MARK DISK
 DN0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0172_STAMPING: V 294 1934
 DN0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0172+STABILITY: SURFACE MOTION
 DN0172
 DN0172  HISTORY     - Date     Condition        Report By
 DN0172  HISTORY     - 1934     MONUMENTED       CGS
 DN0172  HISTORY     - 19940416 POOR             USPSQD
 DN0172
 DN0172                          STATION DESCRIPTION
 DN0172
 DN0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0172'3.2 MI S FROM WOLFE CITY.
 DN0172'3.2 MI S OF AND ALONG THE S F R R 57 FEET N OF TRACK.  NEAR
 DN0172'INTERSECTION OF FENCE LINES.  25 W OF THE CENTER OF ROAD CROSSING
 DN0172'HIGHWAY.  ABOUT 700 FEET N OF MILE POST 110.
 DN0172
 DN0172                          STATION RECOVERY (1994)
 DN0172
 DN0172'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0172'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0070 ***********************************************************************
 DN0070  DESIGNATION -  V 295
 DN0070  PID         -  DN0070
 DN0070  STATE/COUNTY-  TX/FANNIN
 DN0070  USGS QUAD   -  DODD CITY (1984)
 DN0070
 DN0070                         *CURRENT SURVEY CONTROL
 DN0070  ___________________________________________________________________
 DN0070* NAD 83(1986)-  33 33 54.     (N)    096 00 20.     (W)     SCALED    
 DN0070* NAVD 88     -       199.889  (meters)     655.80   (feet)  ADJUSTED  
 DN0070  ___________________________________________________________________
 DN0070  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DN0070  DYNAMIC HT  -         199.676 (meters)     655.10  (feet)  COMP
 DN0070  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DN0070
 DN0070  VERT ORDER  -  SECOND    CLASS 0
 DN0070
 DN0070.The horizontal coordinates were scaled from a topographic map and have
 DN0070.an estimated accuracy of +/- 6 seconds.
 DN0070
 DN0070.The orthometric height was determined by differential leveling
 DN0070.and adjusted by the National Geodetic Survey in June 1991..
 DN0070
 DN0070.The geoid height was determined by GEOID03.
 DN0070
 DN0070.The dynamic height is computed by dividing the NAVD 88
 DN0070.geopotential number by the normal gravity value computed on the
 DN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0070.degrees latitude (g = 980.6199 gals.).
 DN0070
 DN0070.The modeled gravity was interpolated from observed gravity values.
 DN0070
 DN0070;                    North         East    Units  Estimated Accuracy
 DN0070;SPC TXNC     - 2,213,260.      831,580.      MT  (+/- 180 meters Scaled)
 DN0070
 DN0070                          SUPERSEDED SURVEY CONTROL
 DN0070
 DN0070  NGVD 29 (??/??/92)  199.875  (m)          655.76   (f) ADJ UNCH    2 0
 DN0070
 DN0070.Superseded values are not recommended for survey control.
 DN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0070.See file dsdata.txt to determine how the superseded data were derived.
 DN0070
 DN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC779179(NAD 83)
 DN0070_MARKER: DB = BENCH MARK DISK
 DN0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0070_STAMPING: V 295 1934
 DN0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0070+STABILITY: SURFACE MOTION
 DN0070
 DN0070  HISTORY     - Date     Condition        Report By
 DN0070  HISTORY     - 1934     MONUMENTED       CGS
 DN0070  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DN0070
 DN0070                          STATION DESCRIPTION
 DN0070
 DN0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0070'0.8 MI W FROM WINDOM.
 DN0070'0.8 MI W OF AND ALONG THE TP R R 24 FEET N OF THE CENTER OF THE TRACK.
 DN0070'58 FEET NE OF MILE POST 118.  18 FEET S OF THE R/W FENCE.
 DN0070
 DN0070                          STATION RECOVERY (1994)
 DN0070
 DN0070'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0151 ***********************************************************************
 CR0151  DESIGNATION -  V 296
 CR0151  PID         -  CR0151
 CR0151  STATE/COUNTY-  TX/RUSK
 CR0151  USGS QUAD   -  MINDEN (1983)
 CR0151
 CR0151                         *CURRENT SURVEY CONTROL
 CR0151  ___________________________________________________________________
 CR0151* NAD 83(1986)-  32 04 42.     (N)    094 44 41.     (W)     SCALED    
 CR0151* NAVD 88     -       158.052  (meters)     518.54   (feet)  ADJUSTED  
 CR0151  ___________________________________________________________________
 CR0151  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CR0151  DYNAMIC HT  -         157.864 (meters)     517.93  (feet)  COMP
 CR0151  MODELED GRAV-     979,444.2   (mgal)                       NAVD 88
 CR0151
 CR0151  VERT ORDER  -  SECOND    CLASS 0
 CR0151
 CR0151.The horizontal coordinates were scaled from a topographic map and have
 CR0151.an estimated accuracy of +/- 6 seconds.
 CR0151
 CR0151.The orthometric height was determined by differential leveling
 CR0151.and adjusted by the National Geodetic Survey in June 1991..
 CR0151
 CR0151.The geoid height was determined by GEOID03.
 CR0151
 CR0151.The dynamic height is computed by dividing the NAVD 88
 CR0151.geopotential number by the normal gravity value computed on the
 CR0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0151.degrees latitude (g = 980.6199 gals.).
 CR0151
 CR0151.The modeled gravity was interpolated from observed gravity values.
 CR0151
 CR0151;                    North         East    Units  Estimated Accuracy
 CR0151;SPC TXNC     - 2,051,990.      954,480.      MT  (+/- 180 meters Scaled)
 CR0151
 CR0151                          SUPERSEDED SURVEY CONTROL
 CR0151
 CR0151  NGVD 29 (??/??/92)  158.069  (m)          518.60   (f) ADJ UNCH    2 0
 CR0151
 CR0151.Superseded values are not recommended for survey control.
 CR0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0151.See file dsdata.txt to determine how the superseded data were derived.
 CR0151
 CR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR353504(NAD 83)
 CR0151_MARKER: DB = BENCH MARK DISK
 CR0151_SETTING: 0 = UNSPECIFIED SETTING
 CR0151_STAMPING: V 296 1934
 CR0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0151
 CR0151  HISTORY     - Date     Condition        Report By
 CR0151  HISTORY     - 1934     MONUMENTED       CGS
 CR0151  HISTORY     - 1958     GOOD             NGS
 CR0151  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0151
 CR0151                          STATION DESCRIPTION
 CR0151
 CR0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CR0151'4.9 MI NW FROM MINDEN.
 CR0151'4.9 MILES NORTHWEST ALONG OLD STATE HIGHWAY 26 FROM THE POST OFFICE AT
 CR0151'MINDEN, RUSK COUNTY, 0.2 MILE SOUTHEAST OF THE SOUTHEAST END OF A
 CR0151'SHARP CURVE AT THE SUMMIT OF A LONG GRADE, 43 YARDS EAST OF THE EAST
 CR0151'CORNER OF A ONE-STORY FRAME BUILDING ON THE SOUTHWEST SIDE OF THE
 CR0151'HIGHWAY, 36 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL ABANDONED
 CR0151'CHURCH, AND 33 FEET EAST OF THE CENTER OF THE HIGHWAY.  A STANDARD
 CR0151'DISK, STAMPED V 296 1934.
 CR0151
 CR0151                          STATION RECOVERY (1977)
 CR0151
 CR0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1326 ***********************************************************************
 BY1326  DESIGNATION -  V 297
 BY1326  PID         -  BY1326
 BY1326  STATE/COUNTY-  TX/CHEROKEE
 BY1326  USGS QUAD   -  ALTO (1973)
 BY1326
 BY1326                         *CURRENT SURVEY CONTROL
 BY1326  ___________________________________________________________________
 BY1326* NAD 83(1986)-  31 43 32.     (N)    095 06 25.     (W)     SCALED    
 BY1326* NAVD 88     -       141.54   (+/-2cm)     464.4    (feet)  VERTCON   
 BY1326  ___________________________________________________________________
 BY1326  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY1326
 BY1326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1326
 BY1326.The horizontal coordinates were scaled from a topographic map and have
 BY1326.an estimated accuracy of +/- 6 seconds.
 BY1326
 BY1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1326.The vertical order pertains to the NGVD 29 superseded value.
 BY1326
 BY1326.The geoid height was determined by GEOID03.
 BY1326
 BY1326;                    North         East    Units  Estimated Accuracy
 BY1326;SPC TX C     - 3,239,880.    1,195,120.      MT  (+/- 180 meters Scaled)
 BY1326
 BY1326                          SUPERSEDED SURVEY CONTROL
 BY1326
 BY1326  NGVD 29 (??/??/92)  141.563  (m)          464.44   (f) ADJ UNCH    2 0
 BY1326
 BY1326.Superseded values are not recommended for survey control.
 BY1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1326.See file dsdata.txt to determine how the superseded data were derived.
 BY1326
 BY1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR003119(NAD 83)
 BY1326_MARKER: Z = SEE DESCRIPTION
 BY1326_SETTING: 0 = UNSPECIFIED SETTING
 BY1326_STAMPING: V 297 1934
 BY1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1326+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY1326
 BY1326  HISTORY     - Date     Condition        Report By
 BY1326  HISTORY     - 1934     MONUMENTED       CGS
 BY1326  HISTORY     - 1938     GOOD             NGS
 BY1326  HISTORY     - 1973     POOR             USGS
 BY1326  HISTORY     - 19960420 GOOD             USPSQD
 BY1326  HISTORY     - 20050710 GOOD             USPSQD
 BY1326
 BY1326                          STATION DESCRIPTION
 BY1326
 BY1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1326'5.8 MI NW FROM ALTO.
 BY1326'5.8 MILES NORTHWEST OF ALTO FROM WATER TOWER BY RAIL.  ON THE ST. L.
 BY1326'AND S.W. R.R. 45 FT. SOUTHWEST OF THE INTERSECTION OF THE CENTERLINE
 BY1326'OF A DIRT ROAD WEST AND THE SOUTHWEST RAIL.  2 1/2 POLES NORTHWEST OF
 BY1326'POLE NO. 598/10.  21 FT. SOUTH OF THE CENTERLINE OF DIRT ROAD.  4.0
 BY1326'FT. NORTHEAST OF A WIRE R.O.W. FENCE.  1.0 FT. ABOVE THE TOP OF RAIL.
 BY1326
 BY1326                          STATION RECOVERY (1973)
 BY1326
 BY1326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1326'MARK RECOVERED IN POOR CONDITION.
 BY1326
 BY1326                          STATION RECOVERY (1996)
 BY1326
 BY1326'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1326'RECOVERED IN GOOD CONDITION.
 BY1326
 BY1326                          STATION RECOVERY (2005)
 BY1326
 BY1326'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1326'SCRATCHED ON FACE, BUT GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0980 ***********************************************************************
 BY0980  DESIGNATION -  V 298
 BY0980  PID         -  BY0980
 BY0980  STATE/COUNTY-  TX/ANGELINA
 BY0980  USGS QUAD   -  HUNTINGTON (1980)
 BY0980
 BY0980                         *CURRENT SURVEY CONTROL
 BY0980  ___________________________________________________________________
 BY0980* NAD 83(1986)-  31 20 41.     (N)    094 36 52.     (W)     SCALED    
 BY0980* NAVD 88     -        88.21   (+/-2cm)     289.4    (feet)  VERTCON   
 BY0980  ___________________________________________________________________
 BY0980  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY0980
 BY0980  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0980
 BY0980.The horizontal coordinates were scaled from a topographic map and have
 BY0980.an estimated accuracy of +/- 6 seconds.
 BY0980
 BY0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0980.The vertical order pertains to the NGVD 29 superseded value.
 BY0980
 BY0980.The geoid height was determined by GEOID03.
 BY0980
 BY0980;                    North         East    Units  Estimated Accuracy
 BY0980;SPC TX C     - 3,200,010.    1,243,910.      MT  (+/- 180 meters Scaled)
 BY0980
 BY0980                          SUPERSEDED SURVEY CONTROL
 BY0980
 BY0980  NGVD 29 (??/??/92)   88.260  (m)          289.57   (f) ADJ UNCH    2 0
 BY0980
 BY0980.Superseded values are not recommended for survey control.
 BY0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0980.See file dsdata.txt to determine how the superseded data were derived.
 BY0980
 BY0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ464689(NAD 83)
 BY0980_MARKER: DB = BENCH MARK DISK
 BY0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0980_SP_SET: CULVERT
 BY0980_STAMPING: V 298 1934
 BY0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0980
 BY0980  HISTORY     - Date     Condition        Report By
 BY0980  HISTORY     - 1934     MONUMENTED       CGS
 BY0980  HISTORY     - 1952     GOOD             NGS
 BY0980
 BY0980                          STATION DESCRIPTION
 BY0980
 BY0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0980'5.3 MI NW FROM HUNTINGTON.
 BY0980'5.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0980'STATION AT HUNTINGTON, 110 FEET SOUTHEAST OF A STEEL AND CONCRETE
 BY0980'OVERPASS OVER STATE HIGHWAY 103, AT DUNAGAN JUNCTION, 24 FEET
 BY0980'SOUTHWEST OF THE SOUTHWEST RAIL, 18 FEET NORTHWEST OF MILEPOST 132, 18
 BY0980'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A SMALL WINGWALL OF
 BY0980'THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0314 ***********************************************************************
 BY0314  DESIGNATION -  V 299
 BY0314  PID         -  BY0314
 BY0314  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0314  USGS QUAD   -  CHINQUAPIN (1984)
 BY0314
 BY0314                         *CURRENT SURVEY CONTROL
 BY0314  ___________________________________________________________________
 BY0314* NAD 83(1986)-  31 28 57.     (N)    094 00 22.     (W)     SCALED    
 BY0314* NAVD 88     -       105.29   (+/-2cm)     345.4    (feet)  VERTCON   
 BY0314  ___________________________________________________________________
 BY0314  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY0314
 BY0314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0314
 BY0314.The horizontal coordinates were scaled from a topographic map and have
 BY0314.an estimated accuracy of +/- 6 seconds.
 BY0314
 BY0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0314.The vertical order pertains to the NGVD 29 superseded value.
 BY0314
 BY0314.The geoid height was determined by GEOID03.
 BY0314
 BY0314;                    North         East    Units  Estimated Accuracy
 BY0314;SPC TX C     - 3,218,390.    1,300,840.      MT  (+/- 180 meters Scaled)
 BY0314
 BY0314                          SUPERSEDED SURVEY CONTROL
 BY0314
 BY0314  NGVD 29 (??/??/92)  105.323  (m)          345.55   (f) ADJ UNCH    2 0
 BY0314
 BY0314.Superseded values are not recommended for survey control.
 BY0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0314.See file dsdata.txt to determine how the superseded data were derived.
 BY0314
 BY0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ044835(NAD 83)
 BY0314_MARKER: DB = BENCH MARK DISK
 BY0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0314_STAMPING: V 299 1934
 BY0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0314+STABILITY: SURFACE MOTION
 BY0314
 BY0314  HISTORY     - Date     Condition        Report By
 BY0314  HISTORY     - 1934     MONUMENTED       CGS
 BY0314  HISTORY     - 1942     GOOD             NGS
 BY0314
 BY0314                          STATION DESCRIPTION
 BY0314
 BY0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0314'5.9 MI W FROM GENEVA.
 BY0314'IN SAN AUGUSTINE COUNTY, 5.9 MILES WEST ALONG STATE HIGHWAY 21 FROM
 BY0314'GENEVA, SABINE COUNTY, AT THE JUNCTION OF STATE HIGHWAY 8, 89 FEET
 BY0314'WEST OF THE CENTER OF THE JUNCTION, 23 FEET NORTH OF THE CENTERLINE OF
 BY0314'STATE HIGHWAY 21, AND 10 FEET WEST OF A FENCE CORNER, AND SET IN THE
 BY0314'TOP OF A CONCRETE POST.
 BY0314
 BY0314                          STATION RECOVERY (1942)
 BY0314
 BY0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BY0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0292 ***********************************************************************
 AZ0292  DESIGNATION -  V 30
 AZ0292  PID         -  AZ0292
 AZ0292  STATE/COUNTY-  TX/VAL VERDE
 AZ0292  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0292
 AZ0292                         *CURRENT SURVEY CONTROL
 AZ0292  ___________________________________________________________________
 AZ0292* NAD 83(1986)-  29 24 30.     (N)    101 01 53.     (W)     SCALED    
 AZ0292* NAVD 88     -       286.729  (meters)     940.71   (feet)  POSTED    
 AZ0292  ___________________________________________________________________
 AZ0292  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0292  DYNAMIC HT  -         286.310 (meters)     939.34  (feet)  COMP
 AZ0292  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 AZ0292
 AZ0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0292
 AZ0292.The horizontal coordinates were scaled from a topographic map and have
 AZ0292.an estimated accuracy of +/- 6 seconds.
 AZ0292
 AZ0292.The orthometric height was determined by differential leveling
 AZ0292.and adjusted by the National Geodetic Survey in 1992..
 AZ0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0292.rate of 0.0 thru 1.0 mm/km.
 AZ0292
 AZ0292.The geoid height was determined by GEOID03.
 AZ0292
 AZ0292.The dynamic height is computed by dividing the NAVD 88
 AZ0292.geopotential number by the normal gravity value computed on the
 AZ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0292.degrees latitude (g = 980.6199 gals.).
 AZ0292
 AZ0292.The modeled gravity was interpolated from observed gravity values.
 AZ0292
 AZ0292;                    North         East    Units  Estimated Accuracy
 AZ0292;SPC TXSC     - 4,176,260.      402,880.      MT  (+/- 180 meters Scaled)
 AZ0292
 AZ0292                          SUPERSEDED SURVEY CONTROL
 AZ0292
 AZ0292.No superseded survey control is available for this station.
 AZ0292
 AZ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT029549(NAD 83)
 AZ0292_MARKER: DB = BENCH MARK DISK
 AZ0292_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0292_SP_SET: LEDGE
 AZ0292_STAMPING: ELEV. 940.520 FT V 30 1917
 AZ0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0292+STABILITY: POSITION/ELEVATION WELL
 AZ0292
 AZ0292  HISTORY     - Date     Condition        Report By
 AZ0292  HISTORY     - 1917     MONUMENTED       CGS
 AZ0292  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0292
 AZ0292                          STATION DESCRIPTION
 AZ0292
 AZ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0292'0.7 MI W FROM MCKEES.
 AZ0292'ABOUT 0.7 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0292'MCKEES, VAL VERDE COUNTY, ABOUT 12 YARDS EAST OF MILEPOST 388, 6 FEET
 AZ0292'NORTH OF THE TRACK, IN A ROCK LEDGE, AND ABOUT 6 INCHES HIGHER THAN
 AZ0292'THE RAIL.  A STANDARD DISK, STAMPED ELEV. 940.520 FT V 30 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2139 ***********************************************************************
 BY2139  DESIGNATION -  V 300
 BY2139  PID         -  BY2139
 BY2139  STATE/COUNTY-  TX/LEON
 BY2139  USGS QUAD   -  OAKWOOD (1964)
 BY2139
 BY2139                         *CURRENT SURVEY CONTROL
 BY2139  ___________________________________________________________________
 BY2139* NAD 83(1986)-  31 36 07.     (N)    095 49 20.     (W)     SCALED    
 BY2139* NAVD 88     -        77.534  (meters)     254.38   (feet)  ADJUSTED  
 BY2139  ___________________________________________________________________
 BY2139  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BY2139  DYNAMIC HT  -          77.440 (meters)     254.07  (feet)  COMP
 BY2139  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 BY2139
 BY2139  VERT ORDER  -  SECOND    CLASS 0
 BY2139
 BY2139.The horizontal coordinates were scaled from a topographic map and have
 BY2139.an estimated accuracy of +/- 6 seconds.
 BY2139
 BY2139.The orthometric height was determined by differential leveling
 BY2139.and adjusted by the National Geodetic Survey in June 1991..
 BY2139
 BY2139.The geoid height was determined by GEOID03.
 BY2139
 BY2139.The dynamic height is computed by dividing the NAVD 88
 BY2139.geopotential number by the normal gravity value computed on the
 BY2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2139.degrees latitude (g = 980.6199 gals.).
 BY2139
 BY2139.The modeled gravity was interpolated from observed gravity values.
 BY2139
 BY2139;                    North         East    Units  Estimated Accuracy
 BY2139;SPC TX C     - 3,223,220.    1,127,960.      MT  (+/- 180 meters Scaled)
 BY2139
 BY2139                          SUPERSEDED SURVEY CONTROL
 BY2139
 BY2139  NGVD 29 (??/??/92)   77.515  (m)          254.31   (f) ADJ UNCH    2 0
 BY2139
 BY2139.Superseded values are not recommended for survey control.
 BY2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2139.See file dsdata.txt to determine how the superseded data were derived.
 BY2139
 BY2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ322997(NAD 83)
 BY2139_MARKER: DB = BENCH MARK DISK
 BY2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2139_STAMPING: V 300 1934
 BY2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2139+STABILITY: SURFACE MOTION
 BY2139
 BY2139  HISTORY     - Date     Condition        Report By
 BY2139  HISTORY     - 1934     MONUMENTED       CGS
 BY2139
 BY2139                          STATION DESCRIPTION
 BY2139
 BY2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY2139'2.0 MI E FROM OAKWOOD.
 BY2139'2.0 MILES EAST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 BY2139'OAKWOOD, OPPOSITE MILEPOST 16, 90 YARDS EAST OF A SMALL BRIDGE, 13
 BY2139'YARDS WEST OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 BY2139'DISK, STAMPED V 300 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1421 ***********************************************************************
 BY1421  DESIGNATION -  V 301
 BY1421  PID         -  BY1421
 BY1421  STATE/COUNTY-  TX/HOUSTON
 BY1421  USGS QUAD   -  KENNARD NE (1950)
 BY1421
 BY1421                         *CURRENT SURVEY CONTROL
 BY1421  ___________________________________________________________________
 BY1421* NAD 83(1986)-  31 25 28.     (N)    095 03 04.     (W)     SCALED    
 BY1421* NAVD 88     -        75.58   (+/-2cm)     248.0    (feet)  VERTCON   
 BY1421  ___________________________________________________________________
 BY1421  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1421
 BY1421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1421
 BY1421.The horizontal coordinates were scaled from a topographic map and have
 BY1421.an estimated accuracy of +/- 6 seconds.
 BY1421
 BY1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1421.The vertical order pertains to the NGVD 29 superseded value.
 BY1421
 BY1421.The geoid height was determined by GEOID03.
 BY1421
 BY1421;                    North         East    Units  Estimated Accuracy
 BY1421;SPC TX C     - 3,206,780.    1,201,990.      MT  (+/- 180 meters Scaled)
 BY1421
 BY1421                          SUPERSEDED SURVEY CONTROL
 BY1421
 BY1421  NGVD 29 (??/??/92)   75.621  (m)          248.10   (f) ADJ UNCH    2 0
 BY1421
 BY1421.Superseded values are not recommended for survey control.
 BY1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1421.See file dsdata.txt to determine how the superseded data were derived.
 BY1421
 BY1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ050784(NAD 83)
 BY1421_MARKER: DB = BENCH MARK DISK
 BY1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1421_STAMPING: V 301 1935
 BY1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1421+STABILITY: SURFACE MOTION
 BY1421
 BY1421  HISTORY     - Date     Condition        Report By
 BY1421  HISTORY     - 1935     MONUMENTED       CGS
 BY1421  HISTORY     - 1947     GOOD             NGS
 BY1421
 BY1421                          STATION DESCRIPTION
 BY1421
 BY1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1421'5.9 MI NE FROM RATCLIFF.
 BY1421'0.2 MILE EAST ALONG STATE HIGHWAY NO.103 FROM THE POST OFFICE AT
 BY1421'RATCLIFF, THENCE NORTHEAST 5.7 MILES ALONG THE WELLS-RATCLIFF ROAD,
 BY1421'82.7 FEET SOUTHEAST OF THE EAST CORNER OF A FARMHOUSE, 61.6 FEET WEST
 BY1421'OF THE SOUTHWEST CORNER OF A BOARD CORRAL, 59.4 FEET SOUTHEAST OF A 24
 BY1421'INCH SWEET GUM TREE, 36.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY1421'ROAD, 1.0 FOOT SOUTH OF A 4 X 4 IN. WITNESS POST, SET IN THE TOP OF A
 BY1421'CONCRETE POST WHICH PROJECTS ABOUT 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1908 ***********************************************************************
 BK1908  DESIGNATION -  V 302
 BK1908  PID         -  BK1908
 BK1908  STATE/COUNTY-  TX/JASPER
 BK1908  USGS QUAD   -  JASPER EAST (1984)
 BK1908
 BK1908                         *CURRENT SURVEY CONTROL
 BK1908  ___________________________________________________________________
 BK1908* NAD 83(1986)-  30 56 06.     (N)    093 57 57.     (W)     SCALED    
 BK1908* NAVD 88     -        71.65   (+/-2cm)     235.1    (feet)  VERTCON   
 BK1908  ___________________________________________________________________
 BK1908  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BK1908
 BK1908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1908
 BK1908.The horizontal coordinates were scaled from a topographic map and have
 BK1908.an estimated accuracy of +/- 6 seconds.
 BK1908
 BK1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1908.The vertical order pertains to the NGVD 29 superseded value.
 BK1908
 BK1908.The geoid height was determined by GEOID03.
 BK1908
 BK1908;                    North         East    Units  Estimated Accuracy
 BK1908;SPC TX C     - 3,158,010.    1,308,130.      MT  (+/- 180 meters Scaled)
 BK1908
 BK1908                          SUPERSEDED SURVEY CONTROL
 BK1908
 BK1908  NGVD 29 (??/??/??)   71.650  (m)          235.07   (f) ADJUSTED    2 0
 BK1908
 BK1908.Superseded values are not recommended for survey control.
 BK1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1908.See file dsdata.txt to determine how the superseded data were derived.
 BK1908
 BK1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ077227(NAD 83)
 BK1908_MARKER: DB = BENCH MARK DISK
 BK1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1908_STAMPING: V 302 1935
 BK1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1908+STABILITY: SURFACE MOTION
 BK1908
 BK1908  HISTORY     - Date     Condition        Report By
 BK1908  HISTORY     - 1935     MONUMENTED       CGS
 BK1908  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1908
 BK1908                          STATION DESCRIPTION
 BK1908
 BK1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1908'1.2 MI NE FROM JASPER.
 BK1908'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE COUNTY COURTHOUSE
 BK1908'AT JASPER, JASPER COUNTY, AT THE MIDDLE OF A SMALL CURVE, OPPOSITE A
 BK1908'CULTIVATED FIELD, AT A ROAD JUNCTION, 51 FEET SOUTH OF THE CENTERLINE
 BK1908'OF THE HIGHWAY, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK,
 BK1908'STAMPED V 302 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BK1908
 BK1908                          STATION RECOVERY (1978)
 BK1908
 BK1908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0291 ***********************************************************************
 BL0291  DESIGNATION -  V 304
 BL0291  PID         -  BL0291
 BL0291  STATE/COUNTY-  TX/HARDIN
 BL0291  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0291
 BL0291                         *CURRENT SURVEY CONTROL
 BL0291  ___________________________________________________________________
 BL0291* NAD 83(1986)-  30 22 31.     (N)    094 18 56.     (W)     SCALED    
 BL0291* NAVD 88     -        24.84   (+/-2cm)      81.5    (feet)  VERTCON   
 BL0291  ___________________________________________________________________
 BL0291  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0291
 BL0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0291
 BL0291.The horizontal coordinates were scaled from a topographic map and have
 BL0291.an estimated accuracy of +/- 6 seconds.
 BL0291
 BL0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0291.The vertical order pertains to the NGVD 29 superseded value.
 BL0291
 BL0291.The geoid height was determined by GEOID03.
 BL0291
 BL0291;                    North         East    Units  Estimated Accuracy
 BL0291;SPC TX C     - 3,094,200.    1,278,120.      MT  (+/- 180 meters Scaled)
 BL0291
 BL0291                          SUPERSEDED SURVEY CONTROL
 BL0291
 BL0291  NGVD 29 (??/??/92)   24.841  (m)           81.50   (f) ADJ UNCH    2 0
 BL0291
 BL0291.Superseded values are not recommended for survey control.
 BL0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0291.See file dsdata.txt to determine how the superseded data were derived.
 BL0291
 BL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP735611(NAD 83)
 BL0291_MARKER: DB = BENCH MARK DISK
 BL0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0291_STAMPING: V 304 1934
 BL0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0291+STABILITY: SURFACE MOTION
 BL0291
 BL0291  HISTORY     - Date     Condition        Report By
 BL0291  HISTORY     - 1934     MONUMENTED       CGS
 BL0291  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0291  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 BL0291
 BL0291                          STATION DESCRIPTION
 BL0291
 BL0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0291'IN KOUNTZE.
 BL0291'AT KOUNTZE, HARDIN COUNTY, 165 FEET SOUTH OF THE SOUTH CORNER OF THE
 BL0291'TEXAS AND NEW ORLEANS STATION, 111 FEET NORTHWEST OF A ROAD CROSSING,
 BL0291'AND 24 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 BL0291'DISK, STAMPED V 304 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BL0291
 BL0291                          STATION RECOVERY (1977)
 BL0291
 BL0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0291'MARK NOT FOUND.
 BL0291
 BL0291                          STATION RECOVERY (1998)
 BL0291
 BL0291'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0491 ***********************************************************************
 AW0491  DESIGNATION -  V 305
 AW0491  PID         -  AW0491
 AW0491  STATE/COUNTY-  TX/GALVESTON
 AW0491  USGS QUAD   -  DICKINSON (1997)
 AW0491
 AW0491                         *CURRENT SURVEY CONTROL
 AW0491  ___________________________________________________________________
 AW0491* NAD 83(1986)-  29 22 43.     (N)    095 06 20.     (W)     SCALED    
 AW0491* NAVD 88     -         8.970  (meters)      29.43   (feet)  ADJUSTED  
 AW0491  ___________________________________________________________________
 AW0491  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW0491  DYNAMIC HT  -           8.958 (meters)      29.39  (feet)  COMP
 AW0491  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 AW0491
 AW0491  VERT ORDER  -  FIRST     CLASS II
 AW0491
 AW0491.The horizontal coordinates were scaled from a topographic map and have
 AW0491.an estimated accuracy of +/- 6 seconds.
 AW0491
 AW0491.The orthometric height was determined by differential leveling
 AW0491.and adjusted by the National Geodetic Survey in June 1991..
 AW0491
 AW0491.The geoid height was determined by GEOID03.
 AW0491
 AW0491.The dynamic height is computed by dividing the NAVD 88
 AW0491.geopotential number by the normal gravity value computed on the
 AW0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0491.degrees latitude (g = 980.6199 gals.).
 AW0491
 AW0491.The modeled gravity was interpolated from observed gravity values.
 AW0491
 AW0491;                    North         East    Units  Estimated Accuracy
 AW0491;SPC TXSC     - 4,177,550.      977,960.      MT  (+/- 180 meters Scaled)
 AW0491
 AW0491                          SUPERSEDED SURVEY CONTROL
 AW0491
 AW0491  NGVD 29 (12/23/87)    8.967  (m)           29.42   (f) ADJUSTED    1 2
 AW0491
 AW0491.Superseded values are not recommended for survey control.
 AW0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0491.See file dsdata.txt to determine how the superseded data were derived.
 AW0491
 AW0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN956517(NAD 83)
 AW0491_MARKER: DB = BENCH MARK DISK
 AW0491_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0491_SP_SET: FOUNDATION OF BUILDING
 AW0491_STAMPING: V 305 1935
 AW0491_MARK LOGO: CGS   
 AW0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0491+STABILITY: SURFACE MOTION
 AW0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0491+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 AW0491
 AW0491  HISTORY     - Date     Condition        Report By
 AW0491  HISTORY     - 1935     MONUMENTED       CGS
 AW0491  HISTORY     - 1973     GOOD             NGS
 AW0491  HISTORY     - 1978     GOOD             USPSQD
 AW0491  HISTORY     - 1978     GOOD             NGS
 AW0491  HISTORY     - 1987     GOOD             USPSQD
 AW0491  HISTORY     - 1987     GOOD             USPSQD
 AW0491  HISTORY     - 1987     GOOD             USPSQD
 AW0491  HISTORY     - 1987     GOOD             USPSQD
 AW0491  HISTORY     - 1987     GOOD             USPSQD
 AW0491  HISTORY     - 1987     GOOD             USPSQD
 AW0491  HISTORY     - 1987     GOOD             NGS
 AW0491  HISTORY     - 1988     GOOD             USPSQD
 AW0491  HISTORY     - 1988     GOOD             USPSQD
 AW0491  HISTORY     - 1988     GOOD             USPSQD
 AW0491  HISTORY     - 1988     GOOD             USPSQD
 AW0491  HISTORY     - 1988     GOOD             USPSQD
 AW0491  HISTORY     - 1988     GOOD             USPSQD
 AW0491  HISTORY     - 1988     GOOD             USPSQD
 AW0491  HISTORY     - 1988     GOOD             USPSQD
 AW0491  HISTORY     - 1988     GOOD             USPSQD
 AW0491  HISTORY     - 1988     GOOD             USPSQD
 AW0491  HISTORY     - 1989     GOOD             USPSQD
 AW0491  HISTORY     - 1990     GOOD             USPSQD
 AW0491  HISTORY     - 19950610 GOOD             USPSQD
 AW0491  HISTORY     - 20030531 GOOD             USPSQD
 AW0491  HISTORY     - 20041021 GOOD             USPSQD
 AW0491
 AW0491                          STATION DESCRIPTION
 AW0491
 AW0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0491'IN ARCADIA.
 AW0491'AT ARCADIA, AT THE SANTA FE CONSOLIDATED HIGH SCHOOL, SET VERTICALLY
 AW0491'IN THE SOUTH FACE OF THE CONCRETE FOUNDATION, 6.3 FEET EAST OF THE
 AW0491'SOUTHWEST CORNER, ABOUT LEVEL WITH STATE HIGHWAY 6, 0.8 FOOT ABOVE THE
 AW0491'GROUND.
 AW0491
 AW0491                          STATION RECOVERY (1978)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1978 (GWS)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1978)
 AW0491
 AW0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1987)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1987)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1987)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1987)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1987)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1987)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1987)
 AW0491
 AW0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1988)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1988)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1988)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1988)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1988)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1988)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1988)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1988)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1988)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1988)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1989)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1990)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (1995)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (2003)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AW0491'RECOVERED IN GOOD CONDITION.
 AW0491
 AW0491                          STATION RECOVERY (2004)
 AW0491
 AW0491'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0357 ***********************************************************************
 AX0357  DESIGNATION -  V 307
 AX0357  PID         -  AX0357
 AX0357  STATE/COUNTY-  TX/WHARTON
 AX0357  USGS QUAD   -  LOUISE (1981)
 AX0357
 AX0357                         *CURRENT SURVEY CONTROL
 AX0357  ___________________________________________________________________
 AX0357* NAD 83(1986)-  29 05 37.     (N)    096 25 55.     (W)     SCALED    
 AX0357* NAVD 88     -        20.58   (+/-2cm)      67.5    (feet)  VERTCON   
 AX0357  ___________________________________________________________________
 AX0357  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0357
 AX0357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0357
 AX0357.The horizontal coordinates were scaled from a topographic map and have
 AX0357.an estimated accuracy of +/- 6 seconds.
 AX0357
 AX0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0357.The vertical order pertains to the NGVD 29 superseded value.
 AX0357
 AX0357.The geoid height was determined by GEOID03.
 AX0357
 AX0357;                    North         East    Units  Estimated Accuracy
 AX0357;SPC TXSC     - 4,142,420.      849,950.      MT  (+/- 180 meters Scaled)
 AX0357
 AX0357                          SUPERSEDED SURVEY CONTROL
 AX0357
 AX0357  NGVD 29 (??/??/92)   20.588  (m)           67.55   (f) ADJ UNCH    2 0
 AX0357
 AX0357.Superseded values are not recommended for survey control.
 AX0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0357.See file dsdata.txt to determine how the superseded data were derived.
 AX0357
 AX0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT499210(NAD 83)
 AX0357_MARKER: DB = BENCH MARK DISK
 AX0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0357_STAMPING: V 307 1935
 AX0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0357+STABILITY: SURFACE MOTION
 AX0357
 AX0357  HISTORY     - Date     Condition        Report By
 AX0357  HISTORY     - 1935     MONUMENTED       CGS
 AX0357  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0357  HISTORY     - 1972     MARK NOT FOUND   CGS
 AX0357  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0357  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0357
 AX0357                          STATION DESCRIPTION
 AX0357
 AX0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0357'1.7 MI SW FROM LOUISE.
 AX0357'1.7 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0357'STATION AT LOUISE, WHARTON COUNTY, 300 FEET NORTHEAST OF BRIDGE NO.
 AX0357'51.03, ONE POLE NORTHEAST OF MILEPOST 51, 39 FEET EAST OF POLE E 12,
 AX0357'37.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 64 FEET SOUTHEAST OF THE
 AX0357'CENTER LINE OF U.S. HIGHWAY 59, 6 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AX0357'FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 4-1/2
 AX0357'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 307 1935 AND
 AX0357'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AX0357
 AX0357                          STATION RECOVERY (1965)
 AX0357
 AX0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0357'MARK NOT FOUND.
 AX0357
 AX0357                          STATION RECOVERY (1972)
 AX0357
 AX0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972
 AX0357'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 AX0357'CONSTRUCTION IN THE AREA INDICATES THE MARK HAS EITHER BEEN COVERED
 AX0357'OR DESTROYED.
 AX0357
 AX0357                          STATION RECOVERY (1987)
 AX0357
 AX0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0357'NOT RECOVERED.
 AX0357
 AX0357                          STATION RECOVERY (1998)
 AX0357
 AX0357'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0341 ***********************************************************************
 BL0341  DESIGNATION -  V 308
 BL0341  PID         -  BL0341
 BL0341  STATE/COUNTY-  TX/HARDIN
 BL0341  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0341
 BL0341                         *CURRENT SURVEY CONTROL
 BL0341  ___________________________________________________________________
 BL0341* NAD 83(1986)-  30 23 19.     (N)    094 23 47.     (W)     SCALED    
 BL0341* NAVD 88     -        28.95   (+/-2cm)      95.0    (feet)  VERTCON   
 BL0341  ___________________________________________________________________
 BL0341  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0341
 BL0341  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0341
 BL0341.The horizontal coordinates were scaled from a topographic map and have
 BL0341.an estimated accuracy of +/- 6 seconds.
 BL0341
 BL0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0341.The vertical order pertains to the NGVD 29 superseded value.
 BL0341
 BL0341.The geoid height was determined by GEOID03.
 BL0341
 BL0341;                    North         East    Units  Estimated Accuracy
 BL0341;SPC TX C     - 3,095,250.    1,270,280.      MT  (+/- 180 meters Scaled)
 BL0341
 BL0341                          SUPERSEDED SURVEY CONTROL
 BL0341
 BL0341  NGVD 29 (??/??/92)   28.947  (m)           94.97   (f) ADJ UNCH    2 0
 BL0341
 BL0341.Superseded values are not recommended for survey control.
 BL0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0341.See file dsdata.txt to determine how the superseded data were derived.
 BL0341
 BL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP658626(NAD 83)
 BL0341_MARKER: DB = BENCH MARK DISK
 BL0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0341_STAMPING: V 308 1935
 BL0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0341+STABILITY: SURFACE MOTION
 BL0341
 BL0341  HISTORY     - Date     Condition        Report By
 BL0341  HISTORY     - 1935     MONUMENTED       CGS
 BL0341  HISTORY     - 1977     MARK NOT FOUND   NGS
 BL0341  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0341
 BL0341                          STATION DESCRIPTION
 BL0341
 BL0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL0341'2.9 MI E FROM HONEY ISLAND.
 BL0341'2.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0341'STATION AT HONEY ISLAND, HARDIN COUNTY, 0.6 MILE WEST OF MILEPOST 139,
 BL0341'AT DIES SWITCH, AT A ROAD CROSSING, 40 FEET NORTH OF THE CENTERLINE OF
 BL0341'THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 BL0341'V 308 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BL0341
 BL0341                          STATION RECOVERY (1977)
 BL0341
 BL0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BL0341'MARK NOT FOUND.
 BL0341
 BL0341                          STATION RECOVERY (1998)
 BL0341
 BL0341'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2527 ***********************************************************************
 AW2527  DESIGNATION -  V 309
 AW2527  PID         -  AW2527
 AW2527  STATE/COUNTY-  TX/CHAMBERS
 AW2527  USGS QUAD   -  STOWELL (1993)
 AW2527
 AW2527                         *CURRENT SURVEY CONTROL
 AW2527  ___________________________________________________________________
 AW2527* NAD 83(1986)-  29 47 33.     (N)    094 22 40.     (W)     SCALED    
 AW2527* NAVD 88     -         6.33   (+/-2cm)      20.8    (feet)  VERTCON   
 AW2527  ___________________________________________________________________
 AW2527  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2527
 AW2527  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2527
 AW2527.The horizontal coordinates were scaled from a topographic map and have
 AW2527.an estimated accuracy of +/- 6 seconds.
 AW2527
 AW2527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2527.The vertical order pertains to the NGVD 29 superseded value.
 AW2527
 AW2527.The geoid height was determined by GEOID03.
 AW2527
 AW2527;                    North         East    Units  Estimated Accuracy
 AW2527;SPC TXSC     - 4,225,960.    1,046,740.      MT  (+/- 180 meters Scaled)
 AW2527
 AW2527                          SUPERSEDED SURVEY CONTROL
 AW2527
 AW2527  NGVD 29 (??/??/92)    6.324  (m)           20.75   (f) ADJ UNCH    1 2
 AW2527
 AW2527.Superseded values are not recommended for survey control.
 AW2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2527.See file dsdata.txt to determine how the superseded data were derived.
 AW2527
 AW2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN668965(NAD 83)
 AW2527_MARKER: DB = BENCH MARK DISK
 AW2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2527_STAMPING: V 309 1935 21.276
 AW2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2527+STABILITY: SURFACE MOTION
 AW2527
 AW2527  HISTORY     - Date     Condition        Report By
 AW2527  HISTORY     - 1935     MONUMENTED       CGS
 AW2527  HISTORY     - 1958     GOOD             NGS
 AW2527  HISTORY     - 19890402 MARK NOT FOUND   USPSQD
 AW2527  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 AW2527  HISTORY     - 19980202 MARK NOT FOUND   USPSQD
 AW2527  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2527  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 AW2527  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2527
 AW2527                          STATION DESCRIPTION
 AW2527
 AW2527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2527'0.6 MI E FROM STOWELL.
 AW2527'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2527'STOWELL, THENCE ABOUT 0.3 MILE EAST ALONG AN OILED STREET, THENCE
 AW2527'ABOUT 0.2 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD,
 AW2527'ABOUT 0.2 MILE NORTH OF THE STOWELL STATION SIGN, 38 FEET WEST OF THE
 AW2527'WEST RAIL OF THE MAIN TRACK, 13 FEET EAST OF THE EAST RAIL OF A SIDE
 AW2527'TRACK, 59 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A METAL WITNESS
 AW2527'POST, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2527
 AW2527                          STATION RECOVERY (1989)
 AW2527
 AW2527'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2527'MARK NOT FOUND.
 AW2527
 AW2527                          STATION RECOVERY (1996)
 AW2527
 AW2527'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2527'MARK NOT FOUND.
 AW2527
 AW2527                          STATION RECOVERY (1998)
 AW2527
 AW2527'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2527'MARK NOT FOUND.
 AW2527
 AW2527                          STATION RECOVERY (2001)
 AW2527
 AW2527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2527'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2527
 AW2527                          STATION RECOVERY (2003)
 AW2527
 AW2527'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2527'MARK NOT FOUND.
 AW2527
 AW2527                          STATION RECOVERY (2005)
 AW2527
 AW2527'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0063 ***********************************************************************
 AZ0063  DESIGNATION -  V 31
 AZ0063  PID         -  AZ0063
 AZ0063  STATE/COUNTY-  TX/KINNEY
 AZ0063  USGS QUAD   -  ANACACHO (1974)
 AZ0063
 AZ0063                         *CURRENT SURVEY CONTROL
 AZ0063  ___________________________________________________________________
 AZ0063* NAD 83(1986)-  29 09 24.     (N)    100 21 48.     (W)     SCALED    
 AZ0063* NAVD 88     -       289.491  (meters)     949.77   (feet)  POSTED    
 AZ0063  ___________________________________________________________________
 AZ0063  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0063  DYNAMIC HT  -         289.070 (meters)     948.39  (feet)  COMP
 AZ0063  MODELED GRAV-     979,176.8   (mgal)                       NAVD 88
 AZ0063
 AZ0063  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0063
 AZ0063.The horizontal coordinates were scaled from a topographic map and have
 AZ0063.an estimated accuracy of +/- 6 seconds.
 AZ0063
 AZ0063.The orthometric height was determined by differential leveling
 AZ0063.and adjusted by the National Geodetic Survey in 1992..
 AZ0063.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0063.rate of 1.1 thru 2.0 mm/km.
 AZ0063
 AZ0063.The geoid height was determined by GEOID03.
 AZ0063
 AZ0063.The dynamic height is computed by dividing the NAVD 88
 AZ0063.geopotential number by the normal gravity value computed on the
 AZ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0063.degrees latitude (g = 980.6199 gals.).
 AZ0063
 AZ0063.The modeled gravity was interpolated from observed gravity values.
 AZ0063
 AZ0063;                    North         East    Units  Estimated Accuracy
 AZ0063;SPC TXSC     - 4,147,430.      467,380.      MT  (+/- 180 meters Scaled)
 AZ0063
 AZ0063                          SUPERSEDED SURVEY CONTROL
 AZ0063
 AZ0063  NGVD 29 (??/??/92)  289.361  (m)          949.35   (f) ADJ UNCH    1 2
 AZ0063
 AZ0063.Superseded values are not recommended for survey control.
 AZ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0063.See file dsdata.txt to determine how the superseded data were derived.
 AZ0063
 AZ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT674261(NAD 83)
 AZ0063_MARKER: DB = BENCH MARK DISK
 AZ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0063_STAMPING: V 31 1917 ELEV. 948.892 FT.
 AZ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0063+STABILITY: SURFACE MOTION
 AZ0063
 AZ0063  HISTORY     - Date     Condition        Report By
 AZ0063  HISTORY     - 1917     MONUMENTED       CGS
 AZ0063  HISTORY     - 1957     GOOD             NGS
 AZ0063  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0063
 AZ0063                          STATION DESCRIPTION
 AZ0063
 AZ0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0063'3.6 MI SE FROM SPOFFORD.
 AZ0063'ABOUT 3.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0063'STATION AT SPOFFORD, 43 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 67 FEET
 AZ0063'NORTHWEST OF THE CENTER LINE OF FARM ROAD 1572, 38 FEET EAST-NORTHEAST
 AZ0063'OF MILE POST 338, 1.3 NORTHWEST OF A WHITE WOODEN WITNESS POST AND IN
 AZ0063'THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 1 FOOT.
 AZ0063
 AZ0063                          STATION RECOVERY (1982)
 AZ0063
 AZ0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0063'MARK NOT RECOVERED, PROBABLY GRADED OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0438 ***********************************************************************
 AV0438  DESIGNATION -  V 310
 AV0438  PID         -  AV0438
 AV0438  STATE/COUNTY-  TX/JEFFERSON
 AV0438  USGS QUAD   -  SABINE PASS (1993)
 AV0438
 AV0438                         *CURRENT SURVEY CONTROL
 AV0438  ___________________________________________________________________
 AV0438* NAD 83(1986)-  29 42 04.     (N)    093 56 26.     (W)     SCALED    
 AV0438* NAVD 88     -         2.44   (+/-2cm)       8.0    (feet)  VERTCON   
 AV0438  ___________________________________________________________________
 AV0438  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AV0438
 AV0438  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0438
 AV0438.The horizontal coordinates were scaled from a topographic map and have
 AV0438.an estimated accuracy of +/- 6 seconds.
 AV0438
 AV0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0438.The vertical order pertains to the NGVD 29 superseded value.
 AV0438
 AV0438.The geoid height was determined by GEOID03.
 AV0438
 AV0438;                    North         East    Units  Estimated Accuracy
 AV0438;SPC TXSC     - 4,217,590.    1,089,410.      MT  (+/- 180 meters Scaled)
 AV0438
 AV0438                          SUPERSEDED SURVEY CONTROL
 AV0438
 AV0438  NGVD 29 (??/??/??)    2.434  (m)            7.99   (f) ADJUSTED    1 2
 AV0438
 AV0438.Superseded values are not recommended for survey control.
 AV0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0438.See file dsdata.txt to determine how the superseded data were derived.
 AV0438
 AV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN090860(NAD 83)
 AV0438_MARKER: DB = BENCH MARK DISK
 AV0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0438_STAMPING: V 310 1935
 AV0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0438+STABILITY: SURFACE MOTION
 AV0438
 AV0438  HISTORY     - Date     Condition        Report By
 AV0438  HISTORY     - 1935     MONUMENTED       CGS
 AV0438  HISTORY     - 1958     GOOD             CGS
 AV0438  HISTORY     - 1984     GOOD             USPSQD
 AV0438  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AV0438  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0438  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0438  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0438  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0438  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0438  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0438
 AV0438                          STATION DESCRIPTION
 AV0438
 AV0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0438'3.65 MI SW FROM SABINE PASS.
 AV0438'ABOUT 3.65 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0438'DOWLING MONUMNET AT SABINE PASS, 100 FEET NORTHWEST OF THE CENTER LINE
 AV0438'OF THE HIGHWAY, ABOUT 0.1 MILE NORTHEAT OF HENRYS DRIVE-IN, 100 YARDS
 AV0438'SOUTHWEST OF A STOCK PEN, 72 1/2 FEET NORTH OF A FENCE CORNER, 52 1/2
 AV0438'FEET NORTHWEST OF A FENCE, 42 1/2 FEET NORTHEAST OF A FENCE, 53 FEET
 AV0438'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 AV0438'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AV0438
 AV0438                          STATION RECOVERY (1984)
 AV0438
 AV0438'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0438'RECOVERED IN GOOD CONDITION.
 AV0438
 AV0438                          STATION RECOVERY (1985)
 AV0438
 AV0438'RECOVERY NOTE BY US POWER SQUADRON 1985
 AV0438'MARK NOT FOUND.
 AV0438
 AV0438                          STATION RECOVERY (1987)
 AV0438
 AV0438'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0438'MARK NOT FOUND.
 AV0438
 AV0438                          STATION RECOVERY (1989)
 AV0438
 AV0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0438'MARK NOT FOUND.
 AV0438
 AV0438                          STATION RECOVERY (1989)
 AV0438
 AV0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0438'MARK NOT FOUND.
 AV0438
 AV0438                          STATION RECOVERY (1989)
 AV0438
 AV0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AV0438'MARK NOT FOUND.
 AV0438
 AV0438                          STATION RECOVERY (1989)
 AV0438
 AV0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0438'MARK NOT FOUND.
 AV0438
 AV0438                          STATION RECOVERY (1993)
 AV0438
 AV0438'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0312 ***********************************************************************
 BM0312  DESIGNATION -  V 311
 BM0312  PID         -  BM0312
 BM0312  STATE/COUNTY-  TX/LEE
 BM0312  USGS QUAD   -  HICKS (1988)
 BM0312
 BM0312                         *CURRENT SURVEY CONTROL
 BM0312  ___________________________________________________________________
 BM0312* NAD 83(1986)-  30 31 04.     (N)    096 59 09.     (W)     SCALED    
 BM0312* NAVD 88     -       127.73   (+/-2cm)     419.1    (feet)  VERTCON   
 BM0312  ___________________________________________________________________
 BM0312  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0312
 BM0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0312
 BM0312.The horizontal coordinates were scaled from a topographic map and have
 BM0312.an estimated accuracy of +/- 6 seconds.
 BM0312
 BM0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0312.The vertical order pertains to the NGVD 29 superseded value.
 BM0312
 BM0312.The geoid height was determined by GEOID03.
 BM0312
 BM0312;                    North         East    Units  Estimated Accuracy
 BM0312;SPC TX C     - 3,099,180.    1,021,220.      MT  (+/- 180 meters Scaled)
 BM0312
 BM0312                          SUPERSEDED SURVEY CONTROL
 BM0312
 BM0312  NGVD 29 (??/??/92)  127.671  (m)          418.87   (f) ADJ UNCH    2 0
 BM0312
 BM0312.Superseded values are not recommended for survey control.
 BM0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0312.See file dsdata.txt to determine how the superseded data were derived.
 BM0312
 BM0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU932778(NAD 83)
 BM0312_MARKER: DB = BENCH MARK DISK
 BM0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0312_STAMPING: V 311 1935
 BM0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0312+STABILITY: SURFACE MOTION
 BM0312
 BM0312  HISTORY     - Date     Condition        Report By
 BM0312  HISTORY     - 1935     MONUMENTED       CGS
 BM0312
 BM0312                          STATION DESCRIPTION
 BM0312
 BM0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0312'7.8 MI N FROM LEXINGTON.
 BM0312'7.8 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0312'TEXAS AND NEW ORLEANS RAILROAD) FROM THE STATION AT LEXINGTON, 1.5
 BM0312'MILES NORTH OF THE TANGLEWOOD STATION, 168 YARDS SOUTH OF MILEPOST 93,
 BM0312'38 YARDS SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 77, AT THE CROSSING
 BM0312'OF A ROAD LEADING WEST, 45 FEET WEST OF THE CENTERLINE OF THE TRACK,
 BM0312'AND 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 BM0312'STAMPED V 311 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1299 ***********************************************************************
 BL1299  DESIGNATION -  V 312
 BL1299  PID         -  BL1299
 BL1299  STATE/COUNTY-  TX/MONTGOMERY
 BL1299  USGS QUAD   -  CONROE (1976)
 BL1299
 BL1299                         *CURRENT SURVEY CONTROL
 BL1299  ___________________________________________________________________
 BL1299* NAD 83(1986)-  30 19 00.     (N)    095 23 32.     (W)     SCALED    
 BL1299* NAVD 88     -        57.24   (+/-2cm)     187.8    (feet)  VERTCON   
 BL1299  ___________________________________________________________________
 BL1299  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1299
 BL1299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1299
 BL1299.The horizontal coordinates were scaled from a topographic map and have
 BL1299.an estimated accuracy of +/- 6 seconds.
 BL1299
 BL1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1299.The vertical order pertains to the NGVD 29 superseded value.
 BL1299
 BL1299.The geoid height was determined by GEOID03.
 BL1299
 BL1299;                    North         East    Units  Estimated Accuracy
 BL1299;SPC TX C     - 3,082,610.    1,175,050.      MT  (+/- 180 meters Scaled)
 BL1299
 BL1299                          SUPERSEDED SURVEY CONTROL
 BL1299
 BL1299  NGVD 29 (??/??/92)   57.245  (m)          187.81   (f) ADJ UNCH    2 0
 BL1299
 BL1299.Superseded values are not recommended for survey control.
 BL1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1299.See file dsdata.txt to determine how the superseded data were derived.
 BL1299
 BL1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP699563(NAD 83)
 BL1299_MARKER: DB = BENCH MARK DISK
 BL1299_SETTING: 0 = UNSPECIFIED SETTING
 BL1299_STAMPING: V 312 1935
 BL1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1299
 BL1299  HISTORY     - Date     Condition        Report By
 BL1299  HISTORY     - 1935     MONUMENTED       CGS
 BL1299  HISTORY     - 1954     MARK NOT FOUND   NGS
 BL1299
 BL1299                          STATION DESCRIPTION
 BL1299
 BL1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1299'4.1 MI E FROM CONROE.
 BL1299'4.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL1299'STATION AT CONROE, 0.8 MILE WEST OF THE YOUENS STATION, ABOUT 170
 BL1299'YARDS EAST OF MILEPOST 76, ABOUT 100 YARDS EAST OF THE CENTER OF
 BL1299'BRIDGE 77 A, AND 78 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0025 ***********************************************************************
 BM0025  DESIGNATION -  V 313
 BM0025  PID         -  BM0025
 BM0025  STATE/COUNTY-  TX/BRAZOS
 BM0025  USGS QUAD   -  WELLBORN (1980)
 BM0025
 BM0025                         *CURRENT SURVEY CONTROL
 BM0025  ___________________________________________________________________
 BM0025* NAD 83(1986)-  30 33 21.     (N)    096 18 04.     (W)     SCALED    
 BM0025* NAVD 88     -       102.34   (+/-2cm)     335.8    (feet)  VERTCON   
 BM0025  ___________________________________________________________________
 BM0025  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BM0025
 BM0025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0025
 BM0025.The horizontal coordinates were scaled from a topographic map and have
 BM0025.an estimated accuracy of +/- 6 seconds.
 BM0025
 BM0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0025.The vertical order pertains to the NGVD 29 superseded value.
 BM0025
 BM0025.The geoid height was determined by GEOID03.
 BM0025
 BM0025;                    North         East    Units  Estimated Accuracy
 BM0025;SPC TX C     - 3,105,580.    1,086,750.      MT  (+/- 180 meters Scaled)
 BM0025
 BM0025                          SUPERSEDED SURVEY CONTROL
 BM0025
 BM0025  NGVD 29 (??/??/92)  102.314  (m)          335.68   (f) ADJ UNCH    2 0
 BM0025
 BM0025.Superseded values are not recommended for survey control.
 BM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0025.See file dsdata.txt to determine how the superseded data were derived.
 BM0025
 BM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU588834(NAD 83)
 BM0025_MARKER: DB = BENCH MARK DISK
 BM0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0025_STAMPING: V 313 1935
 BM0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0025+STABILITY: SURFACE MOTION
 BM0025
 BM0025  HISTORY     - Date     Condition        Report By
 BM0025  HISTORY     - 1935     MONUMENTED       CGS
 BM0025  HISTORY     - 1939     GOOD             NGS
 BM0025  HISTORY     - 1944     GOOD             NGS
 BM0025
 BM0025                          STATION DESCRIPTION
 BM0025
 BM0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BM0025'1.5 MI NW FROM WELLBORN.
 BM0025'1.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0025'STATION AT WELLBORN, BRAZOS COUNTY, ABOUT 125 YARDS NORTHWEST OF
 BM0025'MILEPOST 90, NEAR THE TOP OF A SMALL HILL, 15 YARDS SOUTHWEST OF THE
 BM0025'CENTERLINE OF THE TRACK, AND 9 YARDS NORTHEAST OF THE CENTERLINE OF
 BM0025'MILLICAN ROAD.  A STANDARD DISK, STAMPED V 313 1935 AND SET IN THE TOP
 BM0025'OF A CONCRETE POST.
 BM0025
 BM0025                          STATION RECOVERY (1944)
 BM0025
 BM0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BM0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0548 ***********************************************************************
 AY0548  DESIGNATION -  V 314
 AY0548  PID         -  AY0548
 AY0548  STATE/COUNTY-  TX/WILSON
 AY0548  USGS QUAD   -  LA VERNIA SW (1992)
 AY0548
 AY0548                         *CURRENT SURVEY CONTROL
 AY0548  ___________________________________________________________________
 AY0548* NAD 83(1986)-  29 21 59.     (N)    098 08 09.     (W)     SCALED    
 AY0548* NAVD 88     -       147.56   (+/-2cm)     484.1    (feet)  VERTCON   
 AY0548  ___________________________________________________________________
 AY0548  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AY0548
 AY0548  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0548
 AY0548.The horizontal coordinates were scaled from a topographic map and have
 AY0548.an estimated accuracy of +/- 6 seconds.
 AY0548
 AY0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0548.The vertical order pertains to the NGVD 29 superseded value.
 AY0548
 AY0548.The geoid height was determined by GEOID03.
 AY0548
 AY0548;                    North         East    Units  Estimated Accuracy
 AY0548;SPC TXSC     - 4,170,210.      683,890.      MT  (+/- 180 meters Scaled)
 AY0548
 AY0548                          SUPERSEDED SURVEY CONTROL
 AY0548
 AY0548  NGVD 29 (??/??/92)  147.478  (m)          483.85   (f) ADJ UNCH    2 0
 AY0548
 AY0548.Superseded values are not recommended for survey control.
 AY0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0548.See file dsdata.txt to determine how the superseded data were derived.
 AY0548
 AY0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT838488(NAD 83)
 AY0548_MARKER: DB = BENCH MARK DISK
 AY0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0548_STAMPING: V-314 1935
 AY0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0548+STABILITY: SURFACE MOTION
 AY0548
 AY0548  HISTORY     - Date     Condition        Report By
 AY0548  HISTORY     - 1935     MONUMENTED       CGS
 AY0548  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0548
 AY0548                          STATION DESCRIPTION
 AY0548
 AY0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY0548'1.8 MI NW FROM LAVERNIA.
 AY0548'1.8 MI. NORTHWEST OF AND ALONG S. P. R. R. 60 YDS. EAST OF MILE POLE
 AY0548'117.  20 YDS. WEST OF A FIELD CROSS ROAD.  9 YDS. SOUTH OF CENTER LINE
 AY0548'OF TRACK.  AT A CORNER OF R.O.W. FENCE.
 AY0548
 AY0548                          STATION RECOVERY (1996)
 AY0548
 AY0548'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2015 ***********************************************************************
 AX2015  DESIGNATION -  V 315
 AX2015  PID         -  AX2015
 AX2015  STATE/COUNTY-  TX/GONZALES
 AX2015  USGS QUAD   -  SAMPLE (1987)
 AX2015
 AX2015                         *CURRENT SURVEY CONTROL
 AX2015  ___________________________________________________________________
 AX2015* NAD 83(1986)-  29 12 34.     (N)    097 30 54.     (W)     SCALED    
 AX2015* NAVD 88     -        93.69   (+/-2cm)     307.4    (feet)  VERTCON   
 AX2015  ___________________________________________________________________
 AX2015  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX2015
 AX2015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2015
 AX2015.The horizontal coordinates were scaled from a topographic map and have
 AX2015.an estimated accuracy of +/- 6 seconds.
 AX2015
 AX2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2015.The vertical order pertains to the NGVD 29 superseded value.
 AX2015
 AX2015.The geoid height was determined by GEOID03.
 AX2015
 AX2015;                    North         East    Units  Estimated Accuracy
 AX2015;SPC TXSC     - 4,153,430.      744,380.      MT  (+/- 180 meters Scaled)
 AX2015
 AX2015                          SUPERSEDED SURVEY CONTROL
 AX2015
 AX2015  NGVD 29 (??/??/92)   93.676  (m)          307.34   (f) ADJ UNCH    2 0
 AX2015
 AX2015.Superseded values are not recommended for survey control.
 AX2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2015.See file dsdata.txt to determine how the superseded data were derived.
 AX2015
 AX2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT443321(NAD 83)
 AX2015_MARKER: DB = BENCH MARK DISK
 AX2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2015_STAMPING: V 315 1935
 AX2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2015+STABILITY: SURFACE MOTION
 AX2015
 AX2015  HISTORY     - Date     Condition        Report By
 AX2015  HISTORY     - 1935     MONUMENTED       CGS
 AX2015  HISTORY     - 1943     GOOD             NGS
 AX2015
 AX2015                          STATION DESCRIPTION
 AX2015
 AX2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2015'3.0 MI W FROM WESTHOFF.
 AX2015'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX2015'STATION AT WESTHOFF, PROCEED 3.0 MILES WESTERLY ALONG THE TRACK TO
 AX2015'MILE POST NO. 72 AND SITE OF BENCH MARK.  BENCH MARK IS 44.8 FEET
 AX2015'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY NO.87.  IT IS 40.7 FEET
 AX2015'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX2015'TRACK, 19.2 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT TRACK ROAD, 8.3
 AX2015'FEET SOUTH SOUTHWEST OF MILE POST NO.72 AND 2.7 FEET SOUTHEAST OF A
 AX2015'4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  A
 AX2015'DISK SET IN A CONCRETE POST.  NOTE-- THIS BENCH MARK IS ALSO 0.9 MILE
 AX2015'SOUTHEAST OF THE POST OFFICE AT SAMPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1872 ***********************************************************************
 AX1872  DESIGNATION -  V 316
 AX1872  PID         -  AX1872
 AX1872  STATE/COUNTY-  TX/WILSON
 AX1872  USGS QUAD   -  STOCKDALE (1987)
 AX1872
 AX1872                         *CURRENT SURVEY CONTROL
 AX1872  ___________________________________________________________________
 AX1872* NAD 83(1986)-  29 12 42.     (N)    097 56 34.     (W)     SCALED    
 AX1872* NAVD 88     -       150.22   (+/-2cm)     492.8    (feet)  VERTCON   
 AX1872  ___________________________________________________________________
 AX1872  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AX1872
 AX1872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1872
 AX1872.The horizontal coordinates were scaled from a topographic map and have
 AX1872.an estimated accuracy of +/- 6 seconds.
 AX1872
 AX1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1872.The vertical order pertains to the NGVD 29 superseded value.
 AX1872
 AX1872.The geoid height was determined by GEOID03.
 AX1872
 AX1872;                    North         East    Units  Estimated Accuracy
 AX1872;SPC TXSC     - 4,153,220.      702,790.      MT  (+/- 180 meters Scaled)
 AX1872
 AX1872                          SUPERSEDED SURVEY CONTROL
 AX1872
 AX1872  NGVD 29 (??/??/92)  150.164  (m)          492.66   (f) ADJ UNCH    2 0
 AX1872
 AX1872.Superseded values are not recommended for survey control.
 AX1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1872.See file dsdata.txt to determine how the superseded data were derived.
 AX1872
 AX1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT027319(NAD 83)
 AX1872_MARKER: DB = BENCH MARK DISK
 AX1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1872_STAMPING: V 316 1935
 AX1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1872+STABILITY: SURFACE MOTION
 AX1872
 AX1872  HISTORY     - Date     Condition        Report By
 AX1872  HISTORY     - 1935     MONUMENTED       CGS
 AX1872  HISTORY     - 1943     GOOD             NGS
 AX1872  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1872
 AX1872                          STATION DESCRIPTION
 AX1872
 AX1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1872'2.0 MI SE FROM STOCKDALE.
 AX1872'TO REACH FROM THE CROSSING OF STATE HIGHWAY NO. 123 AND U.S. HIGHWAY
 AX1872'NO. 87 AT STOCKDALE, PROCEED 0.55 MILE SOUTHERLY ALONG STATE HIGHWAY
 AX1872'NO. 123 TO THE INTERSECTION OF A DIRT ROAD LEADING SOUTHEAST, THENCE
 AX1872'1.45 MILE SOUTHEASTERLY ALONG A DIRT ROAD (THE OLD KOSCIUSKO ROAD) TO
 AX1872'THE FRONT YARD OF A FRAME FARM HOUSE AND SITE OF BENCH MARK.  BENCH
 AX1872'MARK IS 90.0 FEET WEST SOUTHWEST OF THE WEST CORNER OF A LARGE FRAME
 AX1872'FARM HOUSE.  IT IS 54.6 FEET NORTHEAST OF AND ABOUT 2.0 FEET ABOVE THE
 AX1872'CENTERLINE OF THE ROAD, 4.9 FEET EAST NORTHEAST OF A FENCE CORNER POST
 AX1872'AND 2.6 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1872'MONUMENT PROJECTS 0.3 FOOT.  A DISK SET IN A CONCRETE POST.
 AX1872
 AX1872                          STATION RECOVERY (1996)
 AX1872
 AX1872'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1959 ***********************************************************************
 BY1959  DESIGNATION -  V 318
 BY1959  PID         -  BY1959
 BY1959  STATE/COUNTY-  TX/MADISON
 BY1959  USGS QUAD   -  SAND RIDGE (1972)
 BY1959
 BY1959                         *CURRENT SURVEY CONTROL
 BY1959  ___________________________________________________________________
 BY1959* NAD 83(1986)-  31 03 58.     (N)    095 42 51.     (W)     SCALED    
 BY1959* NAVD 88     -        66.47   (+/-2cm)     218.1    (feet)  VERTCON   
 BY1959  ___________________________________________________________________
 BY1959  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY1959
 BY1959  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1959
 BY1959.The horizontal coordinates were scaled from a topographic map and have
 BY1959.an estimated accuracy of +/- 6 seconds.
 BY1959
 BY1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1959.The vertical order pertains to the NGVD 29 superseded value.
 BY1959
 BY1959.The geoid height was determined by GEOID03.
 BY1959
 BY1959;                    North         East    Units  Estimated Accuracy
 BY1959;SPC TX C     - 3,164,290.    1,140,670.      MT  (+/- 180 meters Scaled)
 BY1959
 BY1959                          SUPERSEDED SURVEY CONTROL
 BY1959
 BY1959  NGVD 29 (??/??/92)   66.476  (m)          218.10   (f) ADJ UNCH    2 0
 BY1959
 BY1959.Superseded values are not recommended for survey control.
 BY1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1959.See file dsdata.txt to determine how the superseded data were derived.
 BY1959
 BY1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ410400(NAD 83)
 BY1959_MARKER: DB = BENCH MARK DISK
 BY1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1959_STAMPING: V 318 1935
 BY1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1959+STABILITY: SURFACE MOTION
 BY1959
 BY1959  HISTORY     - Date     Condition        Report By
 BY1959  HISTORY     - 1935     MONUMENTED       CGS
 BY1959  HISTORY     - 1947     GOOD             NGS
 BY1959  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1959
 BY1959                          STATION DESCRIPTION
 BY1959
 BY1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1959'3.55 MI NE FROM MIDWAY.
 BY1959'3.55 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BY1959'MIDWAY, ON THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY, 225 FEET
 BY1959'SOUTHWEST OF THE ENTRANCE TO A NEGRO SCHOOL BUILDING, 59 FEET
 BY1959'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTH OF A 36
 BY1959'INCH OAK TREE, 34 FEET NORTHEAST OF A 24 INCH OAK TREE, 16 FEET
 BY1959'SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST TO A
 BY1959'FARM HOUSE, 2 FEET NORTHEAST OF A 4X4 MARKER POST, SET IN THE TOP OF A
 BY1959'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BY1959
 BY1959                          STATION RECOVERY (1996)
 BY1959
 BY1959'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0518 ***********************************************************************
 BZ0518  DESIGNATION -  V 319
 BZ0518  PID         -  BZ0518
 BZ0518  STATE/COUNTY-  TX/FALLS
 BZ0518  USGS QUAD   -  MC CLANAHAN (1978)
 BZ0518
 BZ0518                         *CURRENT SURVEY CONTROL
 BZ0518  ___________________________________________________________________
 BZ0518* NAD 83(1986)-  31 15 26.     (N)    096 51 37.     (W)     SCALED    
 BZ0518* NAVD 88     -       103.09   (+/-2cm)     338.2    (feet)  VERTCON   
 BZ0518  ___________________________________________________________________
 BZ0518  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BZ0518
 BZ0518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0518
 BZ0518.The horizontal coordinates were scaled from a topographic map and have
 BZ0518.an estimated accuracy of +/- 6 seconds.
 BZ0518
 BZ0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0518.The vertical order pertains to the NGVD 29 superseded value.
 BZ0518
 BZ0518.The geoid height was determined by GEOID03.
 BZ0518
 BZ0518;                    North         East    Units  Estimated Accuracy
 BZ0518;SPC TX C     - 3,181,490.    1,030,710.      MT  (+/- 180 meters Scaled)
 BZ0518
 BZ0518                          SUPERSEDED SURVEY CONTROL
 BZ0518
 BZ0518  NGVD 29 (??/??/92)  103.051  (m)          338.09   (f) ADJ UNCH    2 0
 BZ0518
 BZ0518.Superseded values are not recommended for survey control.
 BZ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0518.See file dsdata.txt to determine how the superseded data were derived.
 BZ0518
 BZ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV037600(NAD 83)
 BZ0518_MARKER: DB = BENCH MARK DISK
 BZ0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0518_SP_SET: ABUTMENT
 BZ0518_STAMPING: V 319 1935
 BZ0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0518
 BZ0518  HISTORY     - Date     Condition        Report By
 BZ0518  HISTORY     - 1935     MONUMENTED       CGS
 BZ0518  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0518
 BZ0518                          STATION DESCRIPTION
 BZ0518
 BZ0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0518'4.1 MI S FROM MARLIN.
 BZ0518'4.1 MILES SOUTH OF AND ALONG THE S.P.R.R.  SET HORIZONTAL IN THE EAST
 BZ0518'END OF THE NORTH CONCRETE ABUTMENT OF STATE HIGHWAY NO. 6 BRIDGE OVER
 BZ0518'BIG CREEK.
 BZ0518
 BZ0518                          STATION RECOVERY (2003)
 BZ0518
 BZ0518'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0519 ***********************************************************************
 BZ0519  DESIGNATION -  V 319 RESET 1957
 BZ0519  PID         -  BZ0519
 BZ0519  STATE/COUNTY-  TX/FALLS
 BZ0519  USGS QUAD   -  MC CLANAHAN (1978)
 BZ0519
 BZ0519                         *CURRENT SURVEY CONTROL
 BZ0519  ___________________________________________________________________
 BZ0519* NAD 83(1986)-  31 15 26.     (N)    096 51 36.     (W)     SCALED    
 BZ0519* NAVD 88     -       103.84   (+/-2cm)     340.7    (feet)  VERTCON   
 BZ0519  ___________________________________________________________________
 BZ0519  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BZ0519
 BZ0519  VERT ORDER  -  THIRD (See Below)
 BZ0519
 BZ0519.The horizontal coordinates were scaled from a topographic map and have
 BZ0519.an estimated accuracy of +/- 6 seconds.
 BZ0519
 BZ0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0519.The vertical order pertains to the NGVD 29 superseded value.
 BZ0519
 BZ0519.The geoid height was determined by GEOID03.
 BZ0519
 BZ0519;                    North         East    Units  Estimated Accuracy
 BZ0519;SPC TX C     - 3,181,490.    1,030,740.      MT  (+/- 180 meters Scaled)
 BZ0519
 BZ0519                          SUPERSEDED SURVEY CONTROL
 BZ0519
 BZ0519  NGVD 29 (??/??/??)  103.80   (m)          340.6    (f) RESET       3  
 BZ0519
 BZ0519.Superseded values are not recommended for survey control.
 BZ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0519.See file dsdata.txt to determine how the superseded data were derived.
 BZ0519
 BZ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV037600(NAD 83)
 BZ0519_MARKER: DD = SURVEY DISK
 BZ0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0519_SP_SET: BRIDGE
 BZ0519_STAMPING: V 319 RESET 1957
 BZ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0519
 BZ0519  HISTORY     - Date     Condition        Report By
 BZ0519  HISTORY     - 1957     MONUMENTED       TXHD
 BZ0519  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0519
 BZ0519                          STATION DESCRIPTION
 BZ0519
 BZ0519'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 BZ0519'4.1 MI S FROM MARLIN.
 BZ0519'4.1 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0519'STATION AT MARLIN, ON STATE HIGHWAY 6, AT A BRIDGE OVER BIG CREEK, AND
 BZ0519'IN THE TOP OF THE EAST CURB AT NORTH END OF BRIDGE, AND 16 FEET FROM
 BZ0519'THE CENTER LINE OF THE HIGHWAY.
 BZ0519
 BZ0519                          STATION RECOVERY (2003)
 BZ0519
 BZ0519'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0718 ***********************************************************************
 BZ0718  DESIGNATION -  V 321 USGS
 BZ0718  PID         -  BZ0718
 BZ0718  STATE/COUNTY-  TX/MCLENNAN
 BZ0718  USGS QUAD   -  WACO EAST (1975)
 BZ0718
 BZ0718                         *CURRENT SURVEY CONTROL
 BZ0718  ___________________________________________________________________
 BZ0718* NAD 83(1986)-  31 33 36.     (N)    097 07 20.     (W)     SCALED    
 BZ0718* NAVD 88     -       120.817  (meters)     396.38   (feet)  ADJUSTED  
 BZ0718  ___________________________________________________________________
 BZ0718  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BZ0718  DYNAMIC HT  -         120.666 (meters)     395.88  (feet)  COMP
 BZ0718  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 BZ0718
 BZ0718  VERT ORDER  -  FIRST     CLASS II
 BZ0718
 BZ0718.The horizontal coordinates were scaled from a topographic map and have
 BZ0718.an estimated accuracy of +/- 6 seconds.
 BZ0718
 BZ0718.The orthometric height was determined by differential leveling
 BZ0718.and adjusted by the National Geodetic Survey in June 1991..
 BZ0718
 BZ0718.The geoid height was determined by GEOID03.
 BZ0718
 BZ0718.The dynamic height is computed by dividing the NAVD 88
 BZ0718.geopotential number by the normal gravity value computed on the
 BZ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0718.degrees latitude (g = 980.6199 gals.).
 BZ0718
 BZ0718.The modeled gravity was interpolated from observed gravity values.
 BZ0718
 BZ0718;                    North         East    Units  Estimated Accuracy
 BZ0718;SPC TX C     - 3,214,290.    1,004,800.      MT  (+/- 180 meters Scaled)
 BZ0718
 BZ0718                          SUPERSEDED SURVEY CONTROL
 BZ0718
 BZ0718  NGVD 29 (??/??/92)  120.760  (m)          396.19   (f) ADJ UNCH    1 2
 BZ0718
 BZ0718.Superseded values are not recommended for survey control.
 BZ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0718.See file dsdata.txt to determine how the superseded data were derived.
 BZ0718
 BZ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV782931(NAD 83)
 BZ0718_MARKER: DD = SURVEY DISK
 BZ0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0718_SP_SET: BASE
 BZ0718_STAMPING: V 321 1935
 BZ0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0718
 BZ0718  HISTORY     - Date     Condition        Report By
 BZ0718  HISTORY     - 1935     MONUMENTED       USGS
 BZ0718  HISTORY     - 1935     GOOD             NGS
 BZ0718  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0718
 BZ0718                          STATION DESCRIPTION
 BZ0718
 BZ0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BZ0718'IN WACO.
 BZ0718'AT WACO AND ALONG THE M.K.T.R.R. 0.6 MILE EAST OF THE R.R. STATION.
 BZ0718'SET HORIZONTAL IN THE NORTH END OF THE EAST ABUTMENT OF THE R.R.
 BZ0718'BRIDGE OVER THE BRAZOS RIVER.  NOTE-- THIS MARK WAS STAMPED BY THIS
 BZ0718'PARTY.
 BZ0718
 BZ0718                          STATION RECOVERY (1980)
 BZ0718
 BZ0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0718'V 321 WAS SEARCHED BUT NOT FOUND WHERE ORIGINALLY DESCRIBED.  A DISK
 BZ0718'WAS FOUND IN TOP OF THE WEST ABUTMENT OF THE RAILROAD BRIDGE BUT WAS
 BZ0718'COVERED WITH A RAILROAD TIE AND WAS THEREFORE UNIDENTIFIABLE AND
 BZ0718'INACCESSIBLE FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0072 ***********************************************************************
 BN0072  DESIGNATION -  V 322
 BN0072  PID         -  BN0072
 BN0072  STATE/COUNTY-  TX/BLANCO
 BN0072  USGS QUAD   -  ROUND MOUNTAIN (1986)
 BN0072
 BN0072                         *CURRENT SURVEY CONTROL
 BN0072  ___________________________________________________________________
 BN0072* NAD 83(1986)-  30 24 53.     (N)    098 21 05.     (W)     SCALED    
 BN0072* NAVD 88     -       386.110  (meters)    1266.76   (feet)  ADJUSTED  
 BN0072  ___________________________________________________________________
 BN0072  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 BN0072  DYNAMIC HT  -         385.584 (meters)    1265.04  (feet)  COMP
 BN0072  MODELED GRAV-     979,265.4   (mgal)                       NAVD 88
 BN0072
 BN0072  VERT ORDER  -  SECOND    CLASS 0
 BN0072
 BN0072.The horizontal coordinates were scaled from a topographic map and have
 BN0072.an estimated accuracy of +/- 6 seconds.
 BN0072
 BN0072.The orthometric height was determined by differential leveling
 BN0072.and adjusted by the National Geodetic Survey in June 1991..
 BN0072
 BN0072.The geoid height was determined by GEOID03.
 BN0072
 BN0072.The dynamic height is computed by dividing the NAVD 88
 BN0072.geopotential number by the normal gravity value computed on the
 BN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0072.degrees latitude (g = 980.6199 gals.).
 BN0072
 BN0072.The modeled gravity was interpolated from observed gravity values.
 BN0072
 BN0072;                    North         East    Units  Estimated Accuracy
 BN0072;SPC TX C     - 3,084,620.      890,410.      MT  (+/- 180 meters Scaled)
 BN0072
 BN0072                          SUPERSEDED SURVEY CONTROL
 BN0072
 BN0072  NGVD 29 (??/??/92)  386.036  (m)         1266.52   (f) ADJ UNCH    2 0
 BN0072
 BN0072.Superseded values are not recommended for survey control.
 BN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0072.See file dsdata.txt to determine how the superseded data were derived.
 BN0072
 BN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU622649(NAD 83)
 BN0072_MARKER: DB = BENCH MARK DISK
 BN0072_SETTING: 80 = SET IN A BOULDER
 BN0072_SP_SET: BOULDER
 BN0072_STAMPING: V-322 1935
 BN0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0072+STABILITY: SURFACE MOTION
 BN0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0072+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 BN0072
 BN0072  HISTORY     - Date     Condition        Report By
 BN0072  HISTORY     - 1935     MONUMENTED       CGS
 BN0072  HISTORY     - 1967     GOOD             NGS
 BN0072  HISTORY     - 20030616 GOOD             GEOCAC
 BN0072
 BN0072                          STATION DESCRIPTION
 BN0072
 BN0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BN0072'10.5 MI N FROM JOHNSON CITY.
 BN0072'10.5 MILES NORTH OF JOHNSON CITY COURTHOUSE ALONG U.S. HIGHWAY 281, 88
 BN0072'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST OF THE
 BN0072'FENCE, AND IN THE CENTER OF THE TOP OF A 6 BY 14 FOOT LIMESTONE
 BN0072'BOULDER.  A STANDARD DISK, STAMPED V-322 1935.
 BN0072
 BN0072                          STATION RECOVERY (2003)
 BN0072
 BN0072'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0072'RECOVERED IN GOOD CONDITION AT N 30 24.877 W 98 21.093 USING A
 BN0072'CONSUMER GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0140 ***********************************************************************
 AO0140  DESIGNATION -  V 323
 AO0140  PID         -  AO0140
 AO0140  STATE/COUNTY-  TX/LA SALLE
 AO0140  USGS QUAD   -  FOWLERTON (1969)
 AO0140
 AO0140                         *CURRENT SURVEY CONTROL
 AO0140  ___________________________________________________________________
 AO0140* NAD 83(1986)-  28 29 18.     (N)    098 48 11.     (W)     SCALED    
 AO0140* NAVD 88     -        94.151  (meters)     308.89   (feet)  ADJUSTED  
 AO0140  ___________________________________________________________________
 AO0140  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AO0140  DYNAMIC HT  -          94.011 (meters)     308.43  (feet)  COMP
 AO0140  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 AO0140
 AO0140  VERT ORDER  -  SECOND    CLASS 0
 AO0140
 AO0140.The horizontal coordinates were scaled from a topographic map and have
 AO0140.an estimated accuracy of +/- 6 seconds.
 AO0140
 AO0140.The orthometric height was determined by differential leveling
 AO0140.and adjusted by the National Geodetic Survey in June 1991..
 AO0140
 AO0140.The geoid height was determined by GEOID03.
 AO0140
 AO0140.The dynamic height is computed by dividing the NAVD 88
 AO0140.geopotential number by the normal gravity value computed on the
 AO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0140.degrees latitude (g = 980.6199 gals.).
 AO0140
 AO0140.The modeled gravity was interpolated from observed gravity values.
 AO0140
 AO0140;                    North         East    Units  Estimated Accuracy
 AO0140;SPC TXSC     - 4,072,610.      619,280.      MT  (+/- 180 meters Scaled)
 AO0140
 AO0140                          SUPERSEDED SURVEY CONTROL
 AO0140
 AO0140  NGVD 29 (??/??/92)   94.111  (m)          308.76   (f) ADJ UNCH    2 0
 AO0140
 AO0140.Superseded values are not recommended for survey control.
 AO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0140.See file dsdata.txt to determine how the superseded data were derived.
 AO0140
 AO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS192513(NAD 83)
 AO0140_MARKER: DB = BENCH MARK DISK
 AO0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0140_STAMPING: V 323 1935
 AO0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0140+STABILITY: SURFACE MOTION
 AO0140
 AO0140  HISTORY     - Date     Condition        Report By
 AO0140  HISTORY     - 1935     MONUMENTED       CGS
 AO0140  HISTORY     - 1968     GOOD             USGS
 AO0140
 AO0140                          STATION DESCRIPTION
 AO0140
 AO0140'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0140'2.05 MI N FROM FOWLERTON.
 AO0140'ONE BLOCK SOUTH FROM THE POST OFFICE AT FOWLERTON, TO STATE HWY. 97.
 AO0140'THENCE 1.8 MILES NORTH ALONG STATE HWY. 97 TO A ROAD CROSSING, 0.25
 AO0140'MILES NORTH OF THE BRIDGE ACROSS THE FRIO RIVER, 158 FT. WEST OF THE
 AO0140'CENTER LINE OF THE HIGHWAY, 81 FT. SOUTH OF THE CENTER OF THE ROAD TO
 AO0140'THE WEST.  A STANDARD DISK, STAMPED V 323 1935 AND SET IN THE TOP OF A
 AO0140'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0904 ***********************************************************************
 AY0904  DESIGNATION -  V 324
 AY0904  PID         -  AY0904
 AY0904  STATE/COUNTY-  TX/ATASCOSA
 AY0904  USGS QUAD   -  POTEET (1968)
 AY0904
 AY0904                         *CURRENT SURVEY CONTROL
 AY0904  ___________________________________________________________________
 AY0904* NAD 83(1986)-  29 03 44.     (N)    098 34 31.     (W)     SCALED    
 AY0904* NAVD 88     -       141.208  (meters)     463.28   (feet)  ADJUSTED  
 AY0904  ___________________________________________________________________
 AY0904  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AY0904  DYNAMIC HT  -         141.005 (meters)     462.61  (feet)  COMP
 AY0904  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 AY0904
 AY0904  VERT ORDER  -  SECOND    CLASS 0
 AY0904
 AY0904.The horizontal coordinates were scaled from a topographic map and have
 AY0904.an estimated accuracy of +/- 6 seconds.
 AY0904
 AY0904.The orthometric height was determined by differential leveling
 AY0904.and adjusted by the National Geodetic Survey in June 1991..
 AY0904
 AY0904.The geoid height was determined by GEOID03.
 AY0904
 AY0904.The dynamic height is computed by dividing the NAVD 88
 AY0904.geopotential number by the normal gravity value computed on the
 AY0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0904.degrees latitude (g = 980.6199 gals.).
 AY0904
 AY0904.The modeled gravity was interpolated from observed gravity values.
 AY0904
 AY0904;                    North         East    Units  Estimated Accuracy
 AY0904;SPC TXSC     - 4,136,270.      641,350.      MT  (+/- 180 meters Scaled)
 AY0904
 AY0904                          SUPERSEDED SURVEY CONTROL
 AY0904
 AY0904  NGVD 29 (??/??/92)  141.146  (m)          463.08   (f) ADJ UNCH    2 0
 AY0904
 AY0904.Superseded values are not recommended for survey control.
 AY0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0904.See file dsdata.txt to determine how the superseded data were derived.
 AY0904
 AY0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT413149(NAD 83)
 AY0904_MARKER: DB = BENCH MARK DISK
 AY0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0904_STAMPING: V 324 1935
 AY0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0904+STABILITY: SURFACE MOTION
 AY0904
 AY0904  HISTORY     - Date     Condition        Report By
 AY0904  HISTORY     - 1935     MONUMENTED       CGS
 AY0904  HISTORY     - 1953     GOOD             NGS
 AY0904  HISTORY     - 1968     MARK NOT FOUND   USGS
 AY0904  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AY0904
 AY0904                          STATION DESCRIPTION
 AY0904
 AY0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0904'1.7 MI N FROM POTEET.
 AY0904'1.7 MILES NORTH ALONG THE SAN ANTONIO SOUTHERN RAILROAD FROM THE
 AY0904'STATION AT POTEET, 0.4 MILE SOUTH OF THE ENTRANCE TO THE POTEET
 AY0904'CEMETERY, 0.2 MILE SOUTH OF MILEPOST 18, 55 FEET SOUTHWEST OF THE
 AY0904'CENTER OF A GRAVELED ROAD CROSSING, 47.5 FEET WEST OF THE WEST RAIL,
 AY0904'19.8 FEET SOUTHWEST OF A TELEPHONE POLE, 4.4 FEET NORTHEAST OF A
 AY0904'FENCE, 2.4 FEET SOUTH OF A WITNESS POST, 15.5 FEET SOUTHEAST OF A 30
 AY0904'INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0904'FOOT ABOVE THE GROUND.
 AY0904
 AY0904                          STATION RECOVERY (1968)
 AY0904
 AY0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AY0904'MARK NOT FOUND.
 AY0904
 AY0904                          STATION RECOVERY (1997)
 AY0904
 AY0904'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0230 ***********************************************************************
 BM0230  DESIGNATION -  V 325
 BM0230  PID         -  BM0230
 BM0230  STATE/COUNTY-  TX/WASHINGTON
 BM0230  USGS QUAD   -  BURTON (1989)
 BM0230
 BM0230                         *CURRENT SURVEY CONTROL
 BM0230  ___________________________________________________________________
 BM0230* NAD 83(1986)-  30 10 51.     (N)    096 35 44.     (W)     SCALED    
 BM0230* NAVD 88     -       124.25   (+/-2cm)     407.6    (feet)  VERTCON   
 BM0230  ___________________________________________________________________
 BM0230  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BM0230
 BM0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0230
 BM0230.The horizontal coordinates were scaled from a topographic map and have
 BM0230.an estimated accuracy of +/- 6 seconds.
 BM0230
 BM0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0230.The vertical order pertains to the NGVD 29 superseded value.
 BM0230
 BM0230.The geoid height was determined by GEOID03.
 BM0230
 BM0230;                    North         East    Units  Estimated Accuracy
 BM0230;SPC TX C     - 3,063,050.    1,059,920.      MT  (+/- 180 meters Scaled)
 BM0230
 BM0230                          SUPERSEDED SURVEY CONTROL
 BM0230
 BM0230  NGVD 29 (??/??/92)  124.206  (m)          407.50   (f) ADJ UNCH    2 0
 BM0230
 BM0230.Superseded values are not recommended for survey control.
 BM0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0230.See file dsdata.txt to determine how the superseded data were derived.
 BM0230
 BM0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU315412(NAD 83)
 BM0230_MARKER: DB = BENCH MARK DISK
 BM0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0230_STAMPING: V 325 1935
 BM0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0230+STABILITY: SURFACE MOTION
 BM0230
 BM0230  HISTORY     - Date     Condition        Report By
 BM0230  HISTORY     - 1935     MONUMENTED       CGS
 BM0230  HISTORY     - 1954     GOOD             NGS
 BM0230  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0230  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0230
 BM0230                          STATION DESCRIPTION
 BM0230
 BM0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0230'IN BURTON.
 BM0230'AT BURTON, WASHINGTON COUNTY, 91 YARDS EAST OF THE SOUTHERN PACIFIC
 BM0230'RAILROAD STATION, 120 YARDS WEST OF CULVERT 33 D, 61 YARDS EAST OF A
 BM0230'ROAD CROSSING, AND 24 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.
 BM0230'A STANDARD DISK, STAMPED V 325 1935 AND SET IN THE TOP OF A CONCRETE
 BM0230'POST.
 BM0230
 BM0230                          STATION RECOVERY (1994)
 BM0230
 BM0230'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0230'MARK NOT FOUND.
 BM0230
 BM0230                          STATION RECOVERY (1999)
 BM0230
 BM0230'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0498 ***********************************************************************
 BM0498  DESIGNATION -  V 326
 BM0498  PID         -  BM0498
 BM0498  STATE/COUNTY-  TX/LEE
 BM0498  USGS QUAD   -  PAIGE (1982)
 BM0498
 BM0498                         *CURRENT SURVEY CONTROL
 BM0498  ___________________________________________________________________
 BM0498* NAD 83(1986)-  30 10 58.     (N)    097 01 34.     (W)     SCALED    
 BM0498* NAVD 88     -       165.90   (+/-2cm)     544.3    (feet)  VERTCON   
 BM0498  ___________________________________________________________________
 BM0498  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BM0498
 BM0498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0498
 BM0498.The horizontal coordinates were scaled from a topographic map and have
 BM0498.an estimated accuracy of +/- 6 seconds.
 BM0498
 BM0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0498.The vertical order pertains to the NGVD 29 superseded value.
 BM0498
 BM0498.The geoid height was determined by GEOID03.
 BM0498
 BM0498;                    North         East    Units  Estimated Accuracy
 BM0498;SPC TX C     - 3,061,950.    1,018,460.      MT  (+/- 180 meters Scaled)
 BM0498
 BM0498                          SUPERSEDED SURVEY CONTROL
 BM0498
 BM0498  NGVD 29 (??/??/92)  165.840  (m)          544.09   (f) ADJ UNCH    2 0
 BM0498
 BM0498.Superseded values are not recommended for survey control.
 BM0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0498.See file dsdata.txt to determine how the superseded data were derived.
 BM0498
 BM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU900406(NAD 83)
 BM0498_MARKER: DB = BENCH MARK DISK
 BM0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0498_STAMPING: V 326 1935
 BM0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0498+STABILITY: SURFACE MOTION
 BM0498
 BM0498  HISTORY     - Date     Condition        Report By
 BM0498  HISTORY     - 1935     MONUMENTED       CGS
 BM0498  HISTORY     - 1938     GOOD             NGS
 BM0498  HISTORY     - 1976     MARK NOT FOUND   USGS
 BM0498
 BM0498                          STATION DESCRIPTION
 BM0498
 BM0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0498'5.4 MI W FROM GIDDINGS.
 BM0498'5.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0498'GIDDINGS, LEE COUNTY, 56 YARDS NORTHWEST OF MILEPOST 61, 145 YARDS
 BM0498'EAST OF A STATION-ONE-MILE SIGN, 57 YARDS NORTH OF THE CENTERLINE OF
 BM0498'STATE HIGHWAY 20, 49 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A
 BM0498'FENCE, AND 7 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED V 326
 BM0498'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BM0498
 BM0498                          STATION RECOVERY (1976)
 BM0498
 BM0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BM0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0371 ***********************************************************************
 BM0371  DESIGNATION -  V 327
 BM0371  PID         -  BM0371
 BM0371  STATE/COUNTY-  TX/MILAM
 BM0371  USGS QUAD   -  ROGERS (1976)
 BM0371
 BM0371                         *CURRENT SURVEY CONTROL
 BM0371  ___________________________________________________________________
 BM0371* NAD 83(1986)-  30 53 24.     (N)    097 09 31.     (W)     SCALED    
 BM0371* NAVD 88     -       146.25   (+/-2cm)     479.8    (feet)  VERTCON   
 BM0371  ___________________________________________________________________
 BM0371  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BM0371
 BM0371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0371
 BM0371.The horizontal coordinates were scaled from a topographic map and have
 BM0371.an estimated accuracy of +/- 6 seconds.
 BM0371
 BM0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0371.The vertical order pertains to the NGVD 29 superseded value.
 BM0371
 BM0371.The geoid height was determined by GEOID03.
 BM0371
 BM0371;                    North         East    Units  Estimated Accuracy
 BM0371;SPC TX C     - 3,139,940.    1,003,470.      MT  (+/- 180 meters Scaled)
 BM0371
 BM0371                          SUPERSEDED SURVEY CONTROL
 BM0371
 BM0371  NGVD 29 (??/??/92)  146.176  (m)          479.58   (f) ADJ UNCH    2 0
 BM0371
 BM0371.Superseded values are not recommended for survey control.
 BM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0371.See file dsdata.txt to determine how the superseded data were derived.
 BM0371
 BM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV760188(NAD 83)
 BM0371_MARKER: DB = BENCH MARK DISK
 BM0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0371_STAMPING: V 327 1935
 BM0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0371+STABILITY: SURFACE MOTION
 BM0371
 BM0371  HISTORY     - Date     Condition        Report By
 BM0371  HISTORY     - 1935     MONUMENTED       CGS
 BM0371  HISTORY     - 1963     MARK NOT FOUND   USGS
 BM0371  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0371
 BM0371                          STATION DESCRIPTION
 BM0371
 BM0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0371'2.7 MI NW FROM BUCKHOLTS.
 BM0371'2.7 MILES NW OF AND ALONG THE SANTE FE R R 54 YARDS E OF MILEPOST 200.
 BM0371'46 FEET N OF CENTER OF TRACK.  37 FEET S OF CENTER OF STATE HWY AT A
 BM0371'ROAD CROSSING.  23 FEET E OF CENTER OF A DIRT ROAD.
 BM0371
 BM0371                          STATION RECOVERY (1963)
 BM0371
 BM0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BM0371'MARK NOT FOUND.
 BM0371
 BM0371                          STATION RECOVERY (1999)
 BM0371
 BM0371'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0655 ***********************************************************************
 BM0655  DESIGNATION -  V 328
 BM0655  PID         -  BM0655
 BM0655  STATE/COUNTY-  TX/TRAVIS
 BM0655  USGS QUAD   -  OAK HILL (1988)
 BM0655
 BM0655                         *CURRENT SURVEY CONTROL
 BM0655  ___________________________________________________________________
 BM0655* NAD 83(1986)-  30 12 49.     (N)    097 47 35.     (W)     SCALED    
 BM0655* NAVD 88     -       194.83   (+/-2cm)     639.2    (feet)  VERTCON   
 BM0655  ___________________________________________________________________
 BM0655  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BM0655
 BM0655  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0655
 BM0655.The horizontal coordinates were scaled from a topographic map and have
 BM0655.an estimated accuracy of +/- 6 seconds.
 BM0655
 BM0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0655.The vertical order pertains to the NGVD 29 superseded value.
 BM0655
 BM0655.The geoid height was determined by GEOID03.
 BM0655
 BM0655;                    North         East    Units  Estimated Accuracy
 BM0655;SPC TX C     - 3,063,430.      944,550.      MT  (+/- 180 meters Scaled)
 BM0655
 BM0655                          SUPERSEDED SURVEY CONTROL
 BM0655
 BM0655  NGVD 29 (??/??/92)  194.752  (m)          638.95   (f) ADJ UNCH    2 0
 BM0655
 BM0655.Superseded values are not recommended for survey control.
 BM0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0655.See file dsdata.txt to determine how the superseded data were derived.
 BM0655
 BM0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU161430(NAD 83)
 BM0655_MARKER: DB = BENCH MARK DISK
 BM0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0655_SP_SET: CONCRETE BASE
 BM0655_STAMPING: V 328 1935
 BM0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0655
 BM0655  HISTORY     - Date     Condition        Report By
 BM0655  HISTORY     - 1935     MONUMENTED       CGS
 BM0655  HISTORY     - 1953     MARK NOT FOUND   NGS
 BM0655  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0655  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 BM0655
 BM0655                          STATION DESCRIPTION
 BM0655
 BM0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0655'4.8 MI S FROM AUSTIN.
 BM0655'4.8 MILES S OF M P DEPOT AND ALONG THE M P R R AT THE S END OF VINSON
 BM0655'SIDING.  10 FEET E OF CENTER OF TRACK.  SET HORIZONTALLY IN E END OF S
 BM0655'ABUTMENT OF BRIDGE NO. 184/15.
 BM0655
 BM0655                          STATION RECOVERY (1953)
 BM0655
 BM0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BM0655'MARK NOT FOUND.
 BM0655
 BM0655                          STATION RECOVERY (1980)
 BM0655
 BM0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0655'NOT RECOVERED THIS DATE, ALSO NOT RECOVERED IN 1953.
 BM0655
 BM0655                          STATION RECOVERY (2003)
 BM0655
 BM0655'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0655'THIS WOULD MOST LIKELY HAVE BEEN THE BRIDGE OVER WILLIAMSON CREEK.
 BM0655'THE ABUTMENTS HAVE BEEN ELEVATED WITH ADDITIONAL CONCRETE WHICH
 BM0655'APPEARS TO HAVE BEEN POURED OVER THE BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0640 ***********************************************************************
 AX0640  DESIGNATION -  V 330
 AX0640  PID         -  AX0640
 AX0640  STATE/COUNTY-  TX/JACKSON
 AX0640  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0640
 AX0640                         *CURRENT SURVEY CONTROL
 AX0640  ___________________________________________________________________
 AX0640* NAD 83(1986)-  29 06 40.     (N)    096 44 54.     (W)     SCALED    
 AX0640* NAVD 88     -        32.028  (meters)     105.08   (feet)  ADJUSTED  
 AX0640  ___________________________________________________________________
 AX0640  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0640  DYNAMIC HT  -          31.982 (meters)     104.93  (feet)  COMP
 AX0640  MODELED GRAV-     979,221.7   (mgal)                       NAVD 88
 AX0640
 AX0640  VERT ORDER  -  FIRST     CLASS I
 AX0640
 AX0640.The horizontal coordinates were scaled from a topographic map and have
 AX0640.an estimated accuracy of +/- 6 seconds.
 AX0640
 AX0640.The orthometric height was determined by differential leveling
 AX0640.and adjusted by the National Geodetic Survey in June 1991..
 AX0640
 AX0640.The geoid height was determined by GEOID03.
 AX0640
 AX0640.The dynamic height is computed by dividing the NAVD 88
 AX0640.geopotential number by the normal gravity value computed on the
 AX0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0640.degrees latitude (g = 980.6199 gals.).
 AX0640
 AX0640.The modeled gravity was interpolated from observed gravity values.
 AX0640
 AX0640;                    North         East    Units  Estimated Accuracy
 AX0640;SPC TXSC     - 4,143,720.      819,120.      MT  (+/- 180 meters Scaled)
 AX0640
 AX0640                          SUPERSEDED SURVEY CONTROL
 AX0640
 AX0640  NGVD 29 (??/??/92)   32.041  (m)          105.12   (f) ADJ UNCH    1 1
 AX0640
 AX0640.Superseded values are not recommended for survey control.
 AX0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0640.See file dsdata.txt to determine how the superseded data were derived.
 AX0640
 AX0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT191223(NAD 83)
 AX0640_MARKER: DB = BENCH MARK DISK
 AX0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0640_STAMPING: V 330 1935
 AX0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0640+STABILITY: SURFACE MOTION
 AX0640
 AX0640  HISTORY     - Date     Condition        Report By
 AX0640  HISTORY     - 1935     MONUMENTED       CGS
 AX0640  HISTORY     - 1972     GOOD             NGS
 AX0640
 AX0640                          STATION DESCRIPTION
 AX0640
 AX0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0640'1.55 MI SE FROM MORALES.
 AX0640'ABOUT 0.15 MILE WEST ALONE ALONG THE OLD MORALES ROAD FROM THE MORALES
 AX0640'BAPTIST CHURCH AT MORALES, THENCE 1.4 MILES SOUTHEAST ALONG STATE
 AX0640'HIGHWAY 111, 0.45 MILE SOUTHEAST OF THE ROUGHTS CHAPEL, ALONG THE OLD
 AX0640'HIGHWAY, 145 FEET NORTHEAST OF THE CENTER LINE OF THE PRESENT HIGHWAY,
 AX0640'0.45 MILE NORTHWEST OF THE HINES CEMETERY, 84 1/2 FEET NORTHEAST OF
 AX0640'THE RIGHT-OF-WAY FENCE AND WITNESS POST, 20 FEET SOUTHWEST OF A POWER
 AX0640'LINE POLE, 40 FEET NORTHWEST OF A FENCE LINE, 1 FOOT BELOW THE LEVEL
 AX0640'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 AX0640'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0741 ***********************************************************************
 AN0741  DESIGNATION -  V 331
 AN0741  PID         -  AN0741
 AN0741  STATE/COUNTY-  TX/VICTORIA
 AN0741  USGS QUAD   -  INEZ (1995)
 AN0741
 AN0741                         *CURRENT SURVEY CONTROL
 AN0741  ___________________________________________________________________
 AN0741* NAD 83(1986)-  28 53 03.     (N)    096 49 42.     (W)     SCALED    
 AN0741* NAVD 88     -        22.22   (+/-2cm)      72.9    (feet)  VERTCON   
 AN0741  ___________________________________________________________________
 AN0741  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0741
 AN0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0741
 AN0741.The horizontal coordinates were scaled from a topographic map and have
 AN0741.an estimated accuracy of +/- 6 seconds.
 AN0741
 AN0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0741.The vertical order pertains to the NGVD 29 superseded value.
 AN0741
 AN0741.The geoid height was determined by GEOID03.
 AN0741
 AN0741;                    North         East    Units  Estimated Accuracy
 AN0741;SPC TXSC     - 4,118,430.      811,810.      MT  (+/- 180 meters Scaled)
 AN0741
 AN0741                          SUPERSEDED SURVEY CONTROL
 AN0741
 AN0741  NGVD 29 (??/??/92)   22.288  (m)           73.12   (f) ADJ UNCH    2 0
 AN0741
 AN0741.Superseded values are not recommended for survey control.
 AN0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0741.See file dsdata.txt to determine how the superseded data were derived.
 AN0741
 AN0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS117970(NAD 83)
 AN0741_MARKER: DB = BENCH MARK DISK
 AN0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0741_STAMPING: V 331 1935
 AN0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0741+STABILITY: SURFACE MOTION
 AN0741
 AN0741  HISTORY     - Date     Condition        Report By
 AN0741  HISTORY     - 1935     MONUMENTED       CGS
 AN0741  HISTORY     - 1943     GOOD             NGS
 AN0741
 AN0741                          STATION DESCRIPTION
 AN0741
 AN0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0741'2.8 MI SW FROM INEZ.
 AN0741'2.8 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0741'STATION AT INEZ, VICTORIA COUNTY, 71 FEET NORTHWEST OF MILEPOST 79, 36
 AN0741'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, 51 FEET SOUTHEAST OF
 AN0741'THE CENTER LINE OF U.S. HIGHWAY 59, 12 FEET SOUTHEAST OF THE
 AN0741'RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 AN0741'AND ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 AN0741'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1804 ***********************************************************************
 AN1804  DESIGNATION -  V 332
 AN1804  PID         -  AN1804
 AN1804  STATE/COUNTY-  TX/GOLIAD
 AN1804  USGS QUAD   -  BERCLAIR (1987)
 AN1804
 AN1804                         *CURRENT SURVEY CONTROL
 AN1804  ___________________________________________________________________
 AN1804* NAD 83(1986)-  28 32 39.     (N)    097 33 46.     (W)     SCALED    
 AN1804* NAVD 88     -        65.61   (+/-2cm)     215.3    (feet)  VERTCON   
 AN1804  ___________________________________________________________________
 AN1804  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN1804
 AN1804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1804
 AN1804.The horizontal coordinates were scaled from a topographic map and have
 AN1804.an estimated accuracy of +/- 6 seconds.
 AN1804
 AN1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1804.The vertical order pertains to the NGVD 29 superseded value.
 AN1804
 AN1804.The geoid height was determined by GEOID03.
 AN1804
 AN1804;                    North         East    Units  Estimated Accuracy
 AN1804;SPC TXSC     - 4,079,650.      740,640.      MT  (+/- 180 meters Scaled)
 AN1804
 AN1804                          SUPERSEDED SURVEY CONTROL
 AN1804
 AN1804  NGVD 29 (??/??/92)   65.655  (m)          215.40   (f) ADJ UNCH    2 0
 AN1804
 AN1804.Superseded values are not recommended for survey control.
 AN1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1804.See file dsdata.txt to determine how the superseded data were derived.
 AN1804
 AN1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS406583(NAD 83)
 AN1804_MARKER: DB = BENCH MARK DISK
 AN1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1804_STAMPING: V 332 1935
 AN1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1804+STABILITY: SURFACE MOTION
 AN1804
 AN1804  HISTORY     - Date     Condition        Report By
 AN1804  HISTORY     - 1935     MONUMENTED       CGS
 AN1804  HISTORY     - 1943     GOOD             NGS
 AN1804
 AN1804                          STATION DESCRIPTION
 AN1804
 AN1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1804'2.0 MI NE FROM BERCLAIR.
 AN1804'TO REACH FROM THE TEXAS AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD
 AN1804'STATION AT BERCLAIR, PROCEED 2.0 MILES NORTHEASTERLY ALONG THE TRACK
 AN1804'TO SITE OF BENCH MARK.  BENCH MARK IS 37.3 FEET NORTHWEST OF AND ABOUT
 AN1804'1.0 FOOT BELOW THE CENTERLINE OF THE TRACK.  IT IS 10.0 FEET SOUTHEAST
 AN1804'OF THE NORTHWEST RIGHT-OF-WAY FENCE, 8.7 FEET NORTH NORTHEAST OF THE
 AN1804'FIFTH POLE NORTHEAST OF MILE POST NO. 131 AND 2.3 FEET SOUTHWEST OF A
 AN1804'4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT. A DISK
 AN1804'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1062 ***********************************************************************
 AX1062  DESIGNATION -  V 333
 AX1062  PID         -  AX1062
 AX1062  STATE/COUNTY-  TX/FAYETTE
 AX1062  USGS QUAD   -  ELLINGER (1981)
 AX1062
 AX1062                         *CURRENT SURVEY CONTROL
 AX1062  ___________________________________________________________________
 AX1062* NAD 83(1986)-  29 52 12.     (N)    096 44 23.     (W)     SCALED    
 AX1062* NAVD 88     -        88.33   (+/-2cm)     289.8    (feet)  VERTCON   
 AX1062  ___________________________________________________________________
 AX1062  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX1062
 AX1062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1062
 AX1062.The horizontal coordinates were scaled from a topographic map and have
 AX1062.an estimated accuracy of +/- 6 seconds.
 AX1062
 AX1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1062.The vertical order pertains to the NGVD 29 superseded value.
 AX1062
 AX1062.The geoid height was determined by GEOID03.
 AX1062
 AX1062;                    North         East    Units  Estimated Accuracy
 AX1062;SPC TXSC     - 4,227,830.      818,340.      MT  (+/- 180 meters Scaled)
 AX1062
 AX1062                          SUPERSEDED SURVEY CONTROL
 AX1062
 AX1062  NGVD 29 (??/??/92)   88.290  (m)          289.66   (f) ADJ UNCH    2 0
 AX1062
 AX1062.Superseded values are not recommended for survey control.
 AX1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1062.See file dsdata.txt to determine how the superseded data were derived.
 AX1062
 AX1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU183065(NAD 83)
 AX1062_MARKER: DB = BENCH MARK DISK
 AX1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1062_STAMPING: V 333 1943
 AX1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1062+STABILITY: SURFACE MOTION
 AX1062
 AX1062  HISTORY     - Date     Condition        Report By
 AX1062  HISTORY     - 1943     MONUMENTED       CGS
 AX1062  HISTORY     - 1943     GOOD             NGS
 AX1062  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 AX1062
 AX1062                          STATION DESCRIPTION
 AX1062
 AX1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1062'3.1 MI NW FROM ELLINGER.
 AX1062'3.1 MILES NORTHWEST ALONG THE ABANDONED LA GRANGE BRANCH OF THE
 AX1062'SOUTHERN PACIFIC RAILROAD FROM THE OLD STATION AT ELLINGER, FAYETTE
 AX1062'COUNTY, 156 YARDS WEST OF THE CENTERLINE OF AN OLD RAILROAD BRIDGE
 AX1062'OVER A CREEK, AT THE WEST END OF A FILL, 46 FEET SOUTH OF THE
 AX1062'CENTERLINE OF THE RAILROAD BED, 3.1 FEET WEST OF A WHITE WOODEN
 AX1062'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE RAILROAD BED.  A
 AX1062'STANDARD DISK, STAMPED V 333 1935 AND SET IN THE TOP OF A CONCRETE
 AX1062'POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AX1062
 AX1062                          STATION RECOVERY (1979)
 AX1062
 AX1062'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 AX1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0045 ***********************************************************************
 AO0045  DESIGNATION -  V 334
 AO0045  PID         -  AO0045
 AO0045  STATE/COUNTY-  TX/LIVE OAK
 AO0045  USGS QUAD   -  GEORGE WEST (1984)
 AO0045
 AO0045                         *CURRENT SURVEY CONTROL
 AO0045  ___________________________________________________________________
 AO0045* NAD 83(1986)-  28 18 19.     (N)    098 06 49.     (W)     SCALED    
 AO0045* NAVD 88     -        74.026  (meters)     242.87   (feet)  POSTED    
 AO0045  ___________________________________________________________________
 AO0045  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AO0045  DYNAMIC HT  -          73.920 (meters)     242.52  (feet)  COMP
 AO0045  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 AO0045
 AO0045  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AO0045
 AO0045.The horizontal coordinates were scaled from a topographic map and have
 AO0045.an estimated accuracy of +/- 6 seconds.
 AO0045
 AO0045.The orthometric height was determined by differential leveling
 AO0045.and adjusted by the National Geodetic Survey in 1992..
 AO0045.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AO0045.rate of 2.1 thru 3.0 mm/km.
 AO0045
 AO0045.The geoid height was determined by GEOID03.
 AO0045
 AO0045.The dynamic height is computed by dividing the NAVD 88
 AO0045.geopotential number by the normal gravity value computed on the
 AO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0045.degrees latitude (g = 980.6199 gals.).
 AO0045
 AO0045.The modeled gravity was interpolated from observed gravity values.
 AO0045
 AO0045;                    North         East    Units  Estimated Accuracy
 AO0045;SPC TXSC     - 4,052,640.      686,940.      MT  (+/- 180 meters Scaled)
 AO0045
 AO0045                          SUPERSEDED SURVEY CONTROL
 AO0045
 AO0045  NGVD 29 (??/??/92)   74.006  (m)          242.80   (f) ADJ UNCH    2 0
 AO0045
 AO0045.Superseded values are not recommended for survey control.
 AO0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0045.See file dsdata.txt to determine how the superseded data were derived.
 AO0045
 AO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS869313(NAD 83)
 AO0045_MARKER: DB = BENCH MARK DISK
 AO0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0045_STAMPING: V 334 1935
 AO0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0045+STABILITY: SURFACE MOTION
 AO0045
 AO0045  HISTORY     - Date     Condition        Report By
 AO0045  HISTORY     - 1935     MONUMENTED       CGS
 AO0045  HISTORY     - 1952     GOOD             USGS
 AO0045  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AO0045
 AO0045                          STATION DESCRIPTION
 AO0045
 AO0045'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0045'2.1 MI S FROM GEORGE WEST.
 AO0045'2.1 MI. S. OF LIVE OAK COUNTY COURTHOUSE ALONG U.S. HWY. 281.  AT
 AO0045'SUMMIT OF RIDGE.  79 FT. S. AND 53 FT. E. OF JCT. OF HWY. AND THE N.
 AO0045'ENTRANCE TO RD. SIDE PARK.  42 FT. N. 53 DEG. E. OF NORTHERN MOST OF 2
 AO0045'OAK TREES ALONG E. EDGE OF HWY.  2 FT. E. OF FENCE.  IN CONCRETE POST.
 AO0045'STANDARD USC AND GS DISK STAMPED V 334 1935.
 AO0045
 AO0045                          STATION RECOVERY (1990)
 AO0045
 AO0045'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AO0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0087 ***********************************************************************
 BL0087  DESIGNATION -  V 335
 BL0087  PID         -  BL0087
 BL0087  STATE/COUNTY-  TX/JASPER
 BL0087  USGS QUAD   -  JASPER WEST (1984)
 BL0087
 BL0087                         *CURRENT SURVEY CONTROL
 BL0087  ___________________________________________________________________
 BL0087* NAD 83(1986)-  30 55 18.     (N)    094 00 28.     (W)     SCALED    
 BL0087* NAVD 88     -        69.61   (+/-2cm)     228.4    (feet)  VERTCON   
 BL0087  ___________________________________________________________________
 BL0087  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BL0087
 BL0087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0087
 BL0087.The horizontal coordinates were scaled from a topographic map and have
 BL0087.an estimated accuracy of +/- 6 seconds.
 BL0087
 BL0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0087.The vertical order pertains to the NGVD 29 superseded value.
 BL0087
 BL0087.The geoid height was determined by GEOID03.
 BL0087
 BL0087;                    North         East    Units  Estimated Accuracy
 BL0087;SPC TX C     - 3,156,310.    1,304,210.      MT  (+/- 180 meters Scaled)
 BL0087
 BL0087                          SUPERSEDED SURVEY CONTROL
 BL0087
 BL0087  NGVD 29 (??/??/92)   69.605  (m)          228.36   (f) ADJ UNCH    2 0
 BL0087
 BL0087.Superseded values are not recommended for survey control.
 BL0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0087.See file dsdata.txt to determine how the superseded data were derived.
 BL0087
 BL0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ037213(NAD 83)
 BL0087_MARKER: DB = BENCH MARK DISK
 BL0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0087_STAMPING: V 335 1952
 BL0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0087+STABILITY: SURFACE MOTION
 BL0087
 BL0087  HISTORY     - Date     Condition        Report By
 BL0087  HISTORY     - 1952     MONUMENTED       CGS
 BL0087  HISTORY     - 1978     GOOD             USGS
 BL0087  HISTORY     - 20020712 MARK NOT FOUND   USPSQD
 BL0087  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 BL0087
 BL0087                          STATION DESCRIPTION
 BL0087
 BL0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0087'0.45 MI W FROM JASPER.
 BL0087'0.45 MILE WEST ALONG U.S. HIGHWAY 190 AND STATE HIGHWAY 63 FROM THE
 BL0087'COURTHOUSE AT JASPER, THENCE 1 BLOCK NORTH ALONG SECOND STREET, 265
 BL0087'FEET EAST OF THE SOUTHEAST CORNER OF THE HIGH SCHOOL, 52.6 EAST OF THE
 BL0087'CENTER LINE OF SECOND STREET, 15.2 FEET EAST OF A 36 INCH FORKED OAK
 BL0087'TREE, 7.7 FEET SOUTH OF A STEEL GATE, 1.6 FEET WEST OF A STEEL FENCE,
 BL0087'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 BL0087'GROUND.
 BL0087
 BL0087                          STATION RECOVERY (1978)
 BL0087
 BL0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0087'0.45 MILE WEST ALONG FARM ROAD 2799 (HOUSTON STREET) FROM THE
 BL0087'COURTHOUSE AT JASPER, THENCE 315 FEET NORTH ALONG SECOND STREET, 265
 BL0087'FEET EAST OF THE SOUTHEAST CORNER OF THE HIGH SCHOOL, 52.6 FEET EAST
 BL0087'OF THE CENTERLINE OF SECOND STREET, 7.7 FEET SOUTH OF A STEEL GATE,
 BL0087'1.6 FEET WEST OF A STEEL FENCE, SET IN THE TOP OF A CONCRETE POST
 BL0087'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BL0087
 BL0087                          STATION RECOVERY (2002)
 BL0087
 BL0087'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BL0087'MARKER COULD STILL BE THERE UNDER FILL DIRT.
 BL0087
 BL0087                          STATION RECOVERY (2004)
 BL0087
 BL0087'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BL0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0414 ***********************************************************************
 BY0414  DESIGNATION -  V 336
 BY0414  PID         -  BY0414
 BY0414  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0414  USGS QUAD   -  HARVEY CREEK (1984)
 BY0414
 BY0414                         *CURRENT SURVEY CONTROL
 BY0414  ___________________________________________________________________
 BY0414* NAD 83(1986)-  31 22 04.     (N)    094 08 54.     (W)     SCALED    
 BY0414* NAVD 88     -        58.73   (+/-2cm)     192.7    (feet)  VERTCON   
 BY0414  ___________________________________________________________________
 BY0414  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY0414
 BY0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0414
 BY0414.The horizontal coordinates were scaled from a topographic map and have
 BY0414.an estimated accuracy of +/- 6 seconds.
 BY0414
 BY0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0414.The vertical order pertains to the NGVD 29 superseded value.
 BY0414
 BY0414.The geoid height was determined by GEOID03.
 BY0414
 BY0414;                    North         East    Units  Estimated Accuracy
 BY0414;SPC TX C     - 3,204,930.    1,288,050.      MT  (+/- 180 meters Scaled)
 BY0414
 BY0414                          SUPERSEDED SURVEY CONTROL
 BY0414
 BY0414  NGVD 29 (??/??/92)   58.756  (m)          192.77   (f) ADJ UNCH    2 0
 BY0414
 BY0414.Superseded values are not recommended for survey control.
 BY0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0414.See file dsdata.txt to determine how the superseded data were derived.
 BY0414
 BY0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ907709(NAD 83)
 BY0414_MARKER: DB = BENCH MARK DISK
 BY0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0414_STAMPING: V 336 1952
 BY0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0414+STABILITY: SURFACE MOTION
 BY0414
 BY0414  HISTORY     - Date     Condition        Report By
 BY0414  HISTORY     - 1952     MONUMENTED       CGS
 BY0414
 BY0414                          STATION DESCRIPTION
 BY0414
 BY0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0414'13.2 MI NW FROM BRONSON.
 BY0414'2.8 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0414'HIGHWAY 96 AT BRONSON, THENCE 0.4 MILE SOUTHWEST ALONG A CLAY ROAD,
 BY0414'THENCE 1.35 MILES NORTHWEST ALONG A CLAY ROAD, THENCE 0.75 MILE WEST
 BY0414'ALONG A DIRT ROAD, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 BY0414'THENCE 0.75 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.35 MILES
 BY0414'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 BY0414'DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.9
 BY0414'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.85 MILE WEST ALONG
 BY0414'A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A GRADED DIRT
 BY0414'ROAD, 0.3 MILE EAST OF AN OILED ROAD, AT THE NORTHWEST ENTRANCE TO A
 BY0414'FIELD, 78 FEET SOUTHWEST OF AN 18 INCH PINE TREE, 59 FEET SOUTH OF THE
 BY0414'CENTER LINE OF THE ROAD, 32 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 BY0414'CREEK, 6 FEET NORTHEAST OF A FENCE CORNER AND GATE POST, 4 FEET NORTH
 BY0414'OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BY0414'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0474 ***********************************************************************
 GK0474  DESIGNATION -  V 338
 GK0474  PID         -  GK0474
 GK0474  STATE/COUNTY-  TX/HANSFORD
 GK0474  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0474
 GK0474                         *CURRENT SURVEY CONTROL
 GK0474  ___________________________________________________________________
 GK0474* NAD 83(1986)-  36 19 42.     (N)    101 35 24.     (W)     SCALED    
 GK0474* NAVD 88     -       981.315  (meters)    3219.53   (feet)  ADJUSTED  
 GK0474  ___________________________________________________________________
 GK0474  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GK0474  DYNAMIC HT  -         980.246 (meters)    3216.02  (feet)  COMP
 GK0474  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 GK0474
 GK0474  VERT ORDER  -  SECOND    CLASS 0
 GK0474
 GK0474.The horizontal coordinates were scaled from a topographic map and have
 GK0474.an estimated accuracy of +/- 6 seconds.
 GK0474
 GK0474.The orthometric height was determined by differential leveling
 GK0474.and adjusted by the National Geodetic Survey in June 1991..
 GK0474
 GK0474.The geoid height was determined by GEOID03.
 GK0474
 GK0474.The dynamic height is computed by dividing the NAVD 88
 GK0474.geopotential number by the normal gravity value computed on the
 GK0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0474.degrees latitude (g = 980.6199 gals.).
 GK0474
 GK0474.The modeled gravity was interpolated from observed gravity values.
 GK0474
 GK0474;                    North         East    Units  Estimated Accuracy
 GK0474;SPC TX N     - 1,258,320.      191,920.      MT  (+/- 180 meters Scaled)
 GK0474
 GK0474                          SUPERSEDED SURVEY CONTROL
 GK0474
 GK0474  NGVD 29 (??/??/92)  980.855  (m)         3218.02   (f) ADJ UNCH    2 0
 GK0474
 GK0474.Superseded values are not recommended for survey control.
 GK0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0474.See file dsdata.txt to determine how the superseded data were derived.
 GK0474
 GK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF675234(NAD 83)
 GK0474_MARKER: DB = BENCH MARK DISK
 GK0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0474_STAMPING: V 338 1952
 GK0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0474+STABILITY: SURFACE MOTION
 GK0474
 GK0474  HISTORY     - Date     Condition        Report By
 GK0474  HISTORY     - 1952     MONUMENTED       CGS
 GK0474  HISTORY     - 1974     MARK NOT FOUND   USGS
 GK0474
 GK0474                          STATION DESCRIPTION
 GK0474
 GK0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0474'14.55 MI NW FROM GRUVER.
 GK0474'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0474'THENCE 6.0 MILES WEST ALONG FARM ROAD 289, THENCE 1.0 MILE NORTH ALONG
 GK0474'FARM ROAD 1262, THENCE 2.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 GK0474'3.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.2 MILES WEST ALONG
 GK0474'A PRIVATE ROAD, 0.65 MILES WEST OF A LARGE DRY CREEK, 29 FEET NORTH OF
 GK0474'THE CENTER LINE OF THE PRIVATE ROAD, 1.5 FEET SOUTH OF AN EAST AND
 GK0474'WEST FENCE, 3 FEET WEST OF A WITNESS POST, 200 FEET EAST OF THE TOP OF
 GK0474'A SMALL NORTH AND SOUTH RIDGE, SET IN THE TOP OF A CONCRETE POST WHICH
 GK0474'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GK0474
 GK0474                          STATION RECOVERY (1974)
 GK0474
 GK0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GK0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0210 ***********************************************************************
 CA0210  DESIGNATION -  V 340
 CA0210  PID         -  CA0210
 CA0210  STATE/COUNTY-  TX/SAN SABA
 CA0210  USGS QUAD   -  ALGERITA (1982)
 CA0210
 CA0210                         *CURRENT SURVEY CONTROL
 CA0210  ___________________________________________________________________
 CA0210* NAD 83(1986)-  31 13 23.     (N)    098 50 41.     (W)     SCALED    
 CA0210* NAVD 88     -       392.100  (meters)    1286.41   (feet)  ADJUSTED  
 CA0210  ___________________________________________________________________
 CA0210  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CA0210  DYNAMIC HT  -         391.582 (meters)    1284.72  (feet)  COMP
 CA0210  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 CA0210
 CA0210  VERT ORDER  -  SECOND    CLASS 0
 CA0210
 CA0210.The horizontal coordinates were scaled from a topographic map and have
 CA0210.an estimated accuracy of +/- 6 seconds.
 CA0210
 CA0210.The orthometric height was determined by differential leveling
 CA0210.and adjusted by the National Geodetic Survey in June 1991..
 CA0210
 CA0210.The geoid height was determined by GEOID03.
 CA0210
 CA0210.The dynamic height is computed by dividing the NAVD 88
 CA0210.geopotential number by the normal gravity value computed on the
 CA0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0210.degrees latitude (g = 980.6199 gals.).
 CA0210
 CA0210.The modeled gravity was interpolated from observed gravity values.
 CA0210
 CA0210;                    North         East    Units  Estimated Accuracy
 CA0210;SPC TX C     - 3,173,480.      841,820.      MT  (+/- 180 meters Scaled)
 CA0210
 CA0210                          SUPERSEDED SURVEY CONTROL
 CA0210
 CA0210  NGVD 29 (??/??/92)  392.047  (m)         1286.24   (f) ADJ UNCH    2 0
 CA0210
 CA0210.Superseded values are not recommended for survey control.
 CA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0210.See file dsdata.txt to determine how the superseded data were derived.
 CA0210
 CA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV147543(NAD 83)
 CA0210_MARKER: DB = BENCH MARK DISK
 CA0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0210_STAMPING: V 340 1935
 CA0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0210+STABILITY: SURFACE MOTION
 CA0210
 CA0210  HISTORY     - Date     Condition        Report By
 CA0210  HISTORY     - 1935     MONUMENTED       CGS
 CA0210
 CA0210                          STATION DESCRIPTION
 CA0210
 CA0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0210'7.5 MI E FROM RICHLAND SPRINGS.
 CA0210'7.5 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. 2 YARDS S.E. OF MILE
 CA0210'POST 32.  16 YARDS SOUTH OF CENTER OF THE TRACK.  1 YARD NORTH OF THE
 CA0210'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0234 ***********************************************************************
 AY0234  DESIGNATION -  V 341
 AY0234  PID         -  AY0234
 AY0234  STATE/COUNTY-  TX/WILSON
 AY0234  USGS QUAD   -  FLORESVILLE (1973)
 AY0234
 AY0234                         *CURRENT SURVEY CONTROL
 AY0234  ___________________________________________________________________
 AY0234* NAD 83(1986)-  29 08 12.     (N)    098 09 33.     (W)     SCALED    
 AY0234* NAVD 88     -       130.559  (meters)     428.34   (feet)  ADJUSTED  
 AY0234  ___________________________________________________________________
 AY0234  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY0234  DYNAMIC HT  -         130.373 (meters)     427.73  (feet)  COMP
 AY0234  MODELED GRAV-     979,222.0   (mgal)                       NAVD 88
 AY0234
 AY0234  VERT ORDER  -  FIRST     CLASS II
 AY0234
 AY0234.The horizontal coordinates were scaled from a topographic map and have
 AY0234.an estimated accuracy of +/- 6 seconds.
 AY0234
 AY0234.The orthometric height was determined by differential leveling
 AY0234.and adjusted by the National Geodetic Survey in June 1991..
 AY0234.WARNING-Repeat measurements at this control monument indicate possible
 AY0234.vertical movement.
 AY0234
 AY0234.The geoid height was determined by GEOID03.
 AY0234
 AY0234.The dynamic height is computed by dividing the NAVD 88
 AY0234.geopotential number by the normal gravity value computed on the
 AY0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0234.degrees latitude (g = 980.6199 gals.).
 AY0234
 AY0234.The modeled gravity was interpolated from observed gravity values.
 AY0234
 AY0234;                    North         East    Units  Estimated Accuracy
 AY0234;SPC TXSC     - 4,144,740.      681,810.      MT  (+/- 180 meters Scaled)
 AY0234
 AY0234                          SUPERSEDED SURVEY CONTROL
 AY0234
 AY0234.No superseded survey control is available for this station.
 AY0234
 AY0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT817234(NAD 83)
 AY0234_MARKER: DB = BENCH MARK DISK
 AY0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0234_SP_SET: STEP
 AY0234_STAMPING: V 341 1935
 AY0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0234
 AY0234  HISTORY     - Date     Condition        Report By
 AY0234  HISTORY     - 1935     MONUMENTED       CGS
 AY0234  HISTORY     - 1943     GOOD             NGS
 AY0234  HISTORY     - 1980     GOOD             NGS
 AY0234  HISTORY     - 19951021 GOOD             USPSQD
 AY0234
 AY0234                          STATION DESCRIPTION
 AY0234
 AY0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0234'IN FLORESVILLE.
 AY0234'BENCH MARK IS ABOUT 72.0 FEET NORTHEAST OF THE CENTERLINE OF STATE
 AY0234'HIGHWAY NO.97, AND 3.5 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN
 AY0234'ENTRANCE TO THE HIGH SCHOOL AT FLORESVILLE.  IT IS SET HORIZONTALLY IN
 AY0234'THE NORTHWEST END OF THE FIRST STEP.  A DISK SET IN A DRILL HOLE.
 AY0234
 AY0234                          STATION RECOVERY (1980)
 AY0234
 AY0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0234'IN FLORESVILLE, AT THE JUNCTION OF FOURTH STREET (U.S. HIGHWAY 181
 AY0234'LOOP) AND A STREET, AT THE FLORESVILLE INTERMEDIATE SCHOOL, IN TOP OF
 AY0234'THE FIRST STEP OF THE MAIN ENTRANCE TO THE SCHOOL, 20.8 METERS
 AY0234'(68.3 FT) NORTHWEST OF THE NORTH CURB OF A STREET, 15.5 METERS
 AY0234'(51.0 FT) NORTHEAST OF THE EAST CURB OF FOURTH STREET, 10.3 METERS
 AY0234'(33.7 FT) NORTH-NORTHWEST OF A FLAGPOLE, 1.6 METERS (5.3 FT) NORTHWEST
 AY0234'OF THE EXTENDED CENTER OF THE DOORS AT THE ENTRANCE.
 AY0234'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 AY0234
 AY0234                          STATION RECOVERY (1995)
 AY0234
 AY0234'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0023 ***********************************************************************
 AO0023  DESIGNATION -  V 342
 AO0023  PID         -  AO0023
 AO0023  STATE/COUNTY-  TX/ATASCOSA
 AO0023  USGS QUAD   -  WHITSETT (1984)
 AO0023
 AO0023                         *CURRENT SURVEY CONTROL
 AO0023  ___________________________________________________________________
 AO0023* NAD 83(1986)-  28 40 36.     (N)    098 17 53.     (W)     SCALED    
 AO0023* NAVD 88     -        78.867  (meters)     258.75   (feet)  ADJUSTED  
 AO0023  ___________________________________________________________________
 AO0023  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AO0023  DYNAMIC HT  -          78.751 (meters)     258.37  (feet)  COMP
 AO0023  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 AO0023
 AO0023  VERT ORDER  -  SECOND    CLASS 0
 AO0023
 AO0023.The horizontal coordinates were scaled from a topographic map and have
 AO0023.an estimated accuracy of +/- 6 seconds.
 AO0023
 AO0023.The orthometric height was determined by differential leveling
 AO0023.and adjusted by the National Geodetic Survey in June 1991..
 AO0023
 AO0023.The geoid height was determined by GEOID03.
 AO0023
 AO0023.The dynamic height is computed by dividing the NAVD 88
 AO0023.geopotential number by the normal gravity value computed on the
 AO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0023.degrees latitude (g = 980.6199 gals.).
 AO0023
 AO0023.The modeled gravity was interpolated from observed gravity values.
 AO0023
 AO0023;                    North         East    Units  Estimated Accuracy
 AO0023;SPC TXSC     - 4,093,670.      668,600.      MT  (+/- 180 meters Scaled)
 AO0023
 AO0023                          SUPERSEDED SURVEY CONTROL
 AO0023
 AO0023  NGVD 29 (??/??/92)   78.829  (m)          258.62   (f) ADJ UNCH    2 0
 AO0023
 AO0023.Superseded values are not recommended for survey control.
 AO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0023.See file dsdata.txt to determine how the superseded data were derived.
 AO0023
 AO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS685723(NAD 83)
 AO0023_MARKER: DB = BENCH MARK DISK
 AO0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0023_STAMPING: V 342 1935
 AO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0023+STABILITY: SURFACE MOTION
 AO0023
 AO0023  HISTORY     - Date     Condition        Report By
 AO0023  HISTORY     - 1935     MONUMENTED       CGS
 AO0023  HISTORY     - 1952     GOOD             USGS
 AO0023
 AO0023                          STATION DESCRIPTION
 AO0023
 AO0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0023'4.9 MI S FROM CAMPBELLTON.
 AO0023'4.9 MILES S OF AND ALONG THE M P R R AT A GRADE CROSSING.  12 YARDS W
 AO0023'OF CENTER OF TRACK.  10 YARDS N OF CENTER OF ROAD.  ON R/W FENCE LINE.
 AO0023
 AO0023                          STATION RECOVERY (1952)
 AO0023
 AO0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AO0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0085 ***********************************************************************
 AJ0085  DESIGNATION -  V 343
 AJ0085  PID         -  AJ0085
 AJ0085  STATE/COUNTY-  TX/JIM WELLS
 AJ0085  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0085
 AJ0085                         *CURRENT SURVEY CONTROL
 AJ0085  ___________________________________________________________________
 AJ0085* NAD 83(1986)-  27 34 04.     (N)    098 05 41.     (W)     SCALED    
 AJ0085* NAVD 88     -        49.524  (meters)     162.48   (feet)  ADJUSTED  
 AJ0085  ___________________________________________________________________
 AJ0085  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AJ0085  DYNAMIC HT  -          49.446 (meters)     162.22  (feet)  COMP
 AJ0085  MODELED GRAV-     979,086.5   (mgal)                       NAVD 88
 AJ0085
 AJ0085  VERT ORDER  -  SECOND    CLASS 0
 AJ0085
 AJ0085.The horizontal coordinates were scaled from a topographic map and have
 AJ0085.an estimated accuracy of +/- 6 seconds.
 AJ0085
 AJ0085.The orthometric height was determined by differential leveling
 AJ0085.and adjusted by the National Geodetic Survey in June 1991..
 AJ0085
 AJ0085.The geoid height was determined by GEOID03.
 AJ0085
 AJ0085.The dynamic height is computed by dividing the NAVD 88
 AJ0085.geopotential number by the normal gravity value computed on the
 AJ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0085.degrees latitude (g = 980.6199 gals.).
 AJ0085
 AJ0085.The modeled gravity was interpolated from observed gravity values.
 AJ0085
 AJ0085;                    North         East    Units  Estimated Accuracy
 AJ0085;SPC TX S     - 5,210,700.      340,020.      MT  (+/- 180 meters Scaled)
 AJ0085
 AJ0085                          SUPERSEDED SURVEY CONTROL
 AJ0085
 AJ0085  NGVD 29 (??/??/92)   49.677  (m)          162.98   (f) ADJ UNCH    2 0
 AJ0085
 AJ0085.Superseded values are not recommended for survey control.
 AJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0085.See file dsdata.txt to determine how the superseded data were derived.
 AJ0085
 AJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR893496(NAD 83)
 AJ0085_MARKER: DB = BENCH MARK DISK
 AJ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0085_STAMPING: V 343 1935
 AJ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0085+STABILITY: SURFACE MOTION
 AJ0085
 AJ0085  HISTORY     - Date     Condition        Report By
 AJ0085  HISTORY     - 1935     MONUMENTED       CGS
 AJ0085  HISTORY     - 1976     GOOD             TXHD
 AJ0085
 AJ0085                          STATION DESCRIPTION
 AJ0085
 AJ0085'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0085'13.6 MI S FROM ALICE.
 AJ0085'13.6 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AJ0085'CROSSING OF THE TEXAS MEXICAN RAILWAY AT ALICE, 1.2 MILES NORTH OF THE
 AJ0085'JUNCTION OF U.S. HIGHWAY 281, STATE HIGHWAY 141 AND F.M. 2295 ROAD, 2
 AJ0085'POLES NORTH OF MILEPOST NO. 56, 50 FEET EAST OF THE CENTER LINE OF
 AJ0085'U.S. HIGHWAY 281, 40 FEET WEST OF THE CENTER LINE OF THE TRACK, SET IN
 AJ0085'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1460 ***********************************************************************
 FL1460  DESIGNATION -  V 345
 FL1460  PID         -  FL1460
 FL1460  STATE/COUNTY-  TX/MOORE
 FL1460  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1460
 FL1460                         *CURRENT SURVEY CONTROL
 FL1460  ___________________________________________________________________
 FL1460* NAD 83(1986)-  35 54 28.     (N)    101 43 21.     (W)     SCALED    
 FL1460* NAVD 88     -      1048.755  (meters)    3440.79   (feet)  ADJUSTED  
 FL1460  ___________________________________________________________________
 FL1460  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 FL1460  DYNAMIC HT  -        1047.563 (meters)    3436.88  (feet)  COMP
 FL1460  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 FL1460
 FL1460  VERT ORDER  -  SECOND    CLASS 0
 FL1460
 FL1460.The horizontal coordinates were scaled from a topographic map and have
 FL1460.an estimated accuracy of +/- 6 seconds.
 FL1460
 FL1460.The orthometric height was determined by differential leveling
 FL1460.and adjusted by the National Geodetic Survey in June 1991..
 FL1460
 FL1460.The geoid height was determined by GEOID03.
 FL1460
 FL1460.The dynamic height is computed by dividing the NAVD 88
 FL1460.geopotential number by the normal gravity value computed on the
 FL1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1460.degrees latitude (g = 980.6199 gals.).
 FL1460
 FL1460.The modeled gravity was interpolated from observed gravity values.
 FL1460
 FL1460;                    North         East    Units  Estimated Accuracy
 FL1460;SPC TX N     - 1,211,670.      179,920.      MT  (+/- 180 meters Scaled)
 FL1460
 FL1460                          SUPERSEDED SURVEY CONTROL
 FL1460
 FL1460  NGVD 29 (??/??/92) 1048.248  (m)         3439.13   (f) ADJ UNCH    2 0
 FL1460
 FL1460.Superseded values are not recommended for survey control.
 FL1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1460.See file dsdata.txt to determine how the superseded data were derived.
 FL1460
 FL1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE543771(NAD 83)
 FL1460_MARKER: DB = BENCH MARK DISK
 FL1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1460_STAMPING: V 345 1952
 FL1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1460+STABILITY: SURFACE MOTION
 FL1460
 FL1460  HISTORY     - Date     Condition        Report By
 FL1460  HISTORY     - 1952     MONUMENTED       CGS
 FL1460
 FL1460                          STATION DESCRIPTION
 FL1460
 FL1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1460'17.2 MI NE FROM DUMAS.
 FL1460'9.2 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1460'HIGHWAY 287 AT DUMAS, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 FL1460'THENCE 5.0 MILES EAST ALONG A GRADED DIRT ROAD, 54 FEET SOUTH OF THE
 FL1460'CENTER LINE OF THE ROAD, 23 FEET SOUTH OF AN EAST AND WEST FENCE, 1
 FL1460'FOOT EAST OF A FENCE LEADING SOUTH, 2 FEET NORTH OF A WITNESS POST,
 FL1460'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 FL1460'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1468 ***********************************************************************
 FL1468  DESIGNATION -  V 346
 FL1468  PID         -  FL1468
 FL1468  STATE/COUNTY-  TX/MOORE
 FL1468  USGS QUAD   -  DUMAS NE (1972)
 FL1468
 FL1468                         *CURRENT SURVEY CONTROL
 FL1468  ___________________________________________________________________
 FL1468* NAD 83(1986)-  35 54 26.     (N)    101 49 54.     (W)     SCALED    
 FL1468* NAVD 88     -      1073.535  (meters)    3522.09   (feet)  ADJUSTED  
 FL1468  ___________________________________________________________________
 FL1468  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1468  DYNAMIC HT  -        1072.308 (meters)    3518.06  (feet)  COMP
 FL1468  MODELED GRAV-     979,453.3   (mgal)                       NAVD 88
 FL1468
 FL1468  VERT ORDER  -  SECOND    CLASS 0
 FL1468
 FL1468.The horizontal coordinates were scaled from a topographic map and have
 FL1468.an estimated accuracy of +/- 6 seconds.
 FL1468
 FL1468.The orthometric height was determined by differential leveling
 FL1468.and adjusted by the National Geodetic Survey in June 1991..
 FL1468
 FL1468.The geoid height was determined by GEOID03.
 FL1468
 FL1468.The dynamic height is computed by dividing the NAVD 88
 FL1468.geopotential number by the normal gravity value computed on the
 FL1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1468.degrees latitude (g = 980.6199 gals.).
 FL1468
 FL1468.The modeled gravity was interpolated from observed gravity values.
 FL1468
 FL1468;                    North         East    Units  Estimated Accuracy
 FL1468;SPC TX N     - 1,211,640.      170,060.      MT  (+/- 180 meters Scaled)
 FL1468
 FL1468                          SUPERSEDED SURVEY CONTROL
 FL1468
 FL1468  NGVD 29 (??/??/92) 1073.015  (m)         3520.38   (f) ADJ UNCH    2 0
 FL1468
 FL1468.Superseded values are not recommended for survey control.
 FL1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1468.See file dsdata.txt to determine how the superseded data were derived.
 FL1468
 FL1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE444773(NAD 83)
 FL1468_MARKER: DB = BENCH MARK DISK
 FL1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1468_STAMPING: V 346 1952
 FL1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1468+STABILITY: SURFACE MOTION
 FL1468
 FL1468  HISTORY     - Date     Condition        Report By
 FL1468  HISTORY     - 1952     MONUMENTED       CGS
 FL1468  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1468
 FL1468                          STATION DESCRIPTION
 FL1468
 FL1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1468'11.75 MI NE FROM DUMAS.
 FL1468'2.5 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE COURTHOUSE AT DUMAS,
 FL1468'THENCE 3.7 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 FL1468'ALONG A GRADED DIRT ROAD, THENCE 4.45 MILES EAST ALONG A GRADED DIRT
 FL1468'ROAD, 0.7 MILE EAST OF A FARMHOUSE, 0.3 MILE NORTHWEST OF A WINDMILL
 FL1468'AND WATER TANK, 52 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 FL1468'SOUTH OF A FENCE, 24 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 FL1468'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FL1468
 FL1468                          STATION RECOVERY (1971)
 FL1468
 FL1468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0032 ***********************************************************************
 FM0032  DESIGNATION -  V 347
 FM0032  PID         -  FM0032
 FM0032  STATE/COUNTY-  TX/HARTLEY
 FM0032  USGS QUAD   -  MORAN RANCH (1963)
 FM0032
 FM0032                         *CURRENT SURVEY CONTROL
 FM0032  ___________________________________________________________________
 FM0032* NAD 83(1986)-  35 52 52.     (N)    102 14 54.     (W)     SCALED    
 FM0032* NAVD 88     -      1178.569  (meters)    3866.69   (feet)  ADJUSTED  
 FM0032  ___________________________________________________________________
 FM0032  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 FM0032  DYNAMIC HT  -        1177.187 (meters)    3862.15  (feet)  COMP
 FM0032  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 FM0032
 FM0032  VERT ORDER  -  SECOND    CLASS 0
 FM0032
 FM0032.The horizontal coordinates were scaled from a topographic map and have
 FM0032.an estimated accuracy of +/- 6 seconds.
 FM0032
 FM0032.The orthometric height was determined by differential leveling
 FM0032.and adjusted by the National Geodetic Survey in June 1991..
 FM0032
 FM0032.The geoid height was determined by GEOID03.
 FM0032
 FM0032.The dynamic height is computed by dividing the NAVD 88
 FM0032.geopotential number by the normal gravity value computed on the
 FM0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0032.degrees latitude (g = 980.6199 gals.).
 FM0032
 FM0032.The modeled gravity was interpolated from observed gravity values.
 FM0032
 FM0032;                    North         East    Units  Estimated Accuracy
 FM0032;SPC TX N     - 1,208,940.      132,430.      MT  (+/- 180 meters Scaled)
 FM0032
 FM0032                          SUPERSEDED SURVEY CONTROL
 FM0032
 FM0032  NGVD 29 (??/??/92) 1178.008  (m)         3864.85   (f) ADJ UNCH    2 0
 FM0032
 FM0032.Superseded values are not recommended for survey control.
 FM0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0032.See file dsdata.txt to determine how the superseded data were derived.
 FM0032
 FM0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV484742(NAD 83)
 FM0032_MARKER: DB = BENCH MARK DISK
 FM0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0032_STAMPING: V-347 1952
 FM0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0032+STABILITY: SURFACE MOTION
 FM0032
 FM0032  HISTORY     - Date     Condition        Report By
 FM0032  HISTORY     - 1952     MONUMENTED       CGS
 FM0032  HISTORY     - 1963     GOOD             USGS
 FM0032
 FM0032                          STATION DESCRIPTION
 FM0032
 FM0032'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0032'9.5 MI NE FROM HARTLEY.
 FM0032'8.5 MILES EAST ALONG U S HIGHWAY 87 FROM THE P.O. AT HARTLEY, HARTLEY
 FM0032'CO., THENCE 1.0 MILES NORTH ALONG A GRADED ROAD, 24 FEET EAST OF THE
 FM0032'CENTERLINE OF THE ROAD, 24 FEET SOUTH OF A FENCE LEADING WEST, A
 FM0032'STANDARD DISK, STAMPED V-347 1952 AND SET IN THE TOP OF A CONCRETE
 FM0032'POST PROJECTING ABOUT 1.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0085 ***********************************************************************
 FM0085  DESIGNATION -  V 348
 FM0085  PID         -  FM0085
 FM0085  STATE/COUNTY-  TX/HARTLEY
 FM0085  USGS QUAD   -  HARTLEY (1973)
 FM0085
 FM0085                         *CURRENT SURVEY CONTROL
 FM0085  ___________________________________________________________________
 FM0085* NAD 83(1986)-  35 56 07.     (N)    102 24 24.     (W)     SCALED    
 FM0085* NAVD 88     -      1196.699  (meters)    3926.17   (feet)  ADJUSTED  
 FM0085  ___________________________________________________________________
 FM0085  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 FM0085  DYNAMIC HT  -        1195.297 (meters)    3921.57  (feet)  COMP
 FM0085  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 FM0085
 FM0085  VERT ORDER  -  SECOND    CLASS 0
 FM0085
 FM0085.The horizontal coordinates were scaled from a topographic map and have
 FM0085.an estimated accuracy of +/- 6 seconds.
 FM0085
 FM0085.The orthometric height was determined by differential leveling
 FM0085.and adjusted by the National Geodetic Survey in June 1991..
 FM0085
 FM0085.The geoid height was determined by GEOID03.
 FM0085
 FM0085.The dynamic height is computed by dividing the NAVD 88
 FM0085.geopotential number by the normal gravity value computed on the
 FM0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0085.degrees latitude (g = 980.6199 gals.).
 FM0085
 FM0085.The modeled gravity was interpolated from observed gravity values.
 FM0085
 FM0085;                    North         East    Units  Estimated Accuracy
 FM0085;SPC TX N     - 1,215,070.      118,190.      MT  (+/- 180 meters Scaled)
 FM0085
 FM0085                          SUPERSEDED SURVEY CONTROL
 FM0085
 FM0085  NGVD 29 (??/??/92) 1196.129  (m)         3924.30   (f) ADJ UNCH    2 0
 FM0085
 FM0085.Superseded values are not recommended for survey control.
 FM0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0085.See file dsdata.txt to determine how the superseded data were derived.
 FM0085
 FM0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV339798(NAD 83)
 FM0085_MARKER: DB = BENCH MARK DISK
 FM0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0085_STAMPING: V 348 1952
 FM0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0085+STABILITY: SURFACE MOTION
 FM0085
 FM0085  HISTORY     - Date     Condition        Report By
 FM0085  HISTORY     - 1952     MONUMENTED       CGS
 FM0085  HISTORY     - 1973     MARK NOT FOUND   USGS
 FM0085
 FM0085                          STATION DESCRIPTION
 FM0085
 FM0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0085'3.4 MI NW FROM HARTLEY.
 FM0085'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 FM0085'HARTLEY, THENCE 2.2 MILES NORTH ALONG A GRADED DIRT ROAD, 50 FEET
 FM0085'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 36 FEET WEST OF THE
 FM0085'CENTER LINE OF A NORTH AND SOUTH ROAD, 21 FEET NORTH OF A FENCE
 FM0085'CORNER, 1 FOOT WEST OF A NORTH AND SOUTH FENCE, 2.6 FEET SOUTH OF A
 FM0085'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 FM0085'FOOT ABOVE THE GROUND.
 FM0085
 FM0085                          STATION RECOVERY (1973)
 FM0085
 FM0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0780 ***********************************************************************
 AY0780  DESIGNATION -  V 35
 AY0780  PID         -  AY0780
 AY0780  STATE/COUNTY-  TX/BEXAR
 AY0780  USGS QUAD   -  MACDONA (1991)
 AY0780
 AY0780                         *CURRENT SURVEY CONTROL
 AY0780  ___________________________________________________________________
 AY0780* NAD 83(1986)-  29 19 41.     (N)    098 44 04.     (W)     SCALED    
 AY0780* NAVD 88     -       199.522  (meters)     654.60   (feet)  POSTED    
 AY0780  ___________________________________________________________________
 AY0780  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AY0780  DYNAMIC HT  -         199.230 (meters)     653.64  (feet)  COMP
 AY0780  MODELED GRAV-     979,195.9   (mgal)                       NAVD 88
 AY0780
 AY0780  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0780
 AY0780.The horizontal coordinates were scaled from a topographic map and have
 AY0780.an estimated accuracy of +/- 6 seconds.
 AY0780
 AY0780.The orthometric height was determined by differential leveling
 AY0780.and adjusted by the National Geodetic Survey in 1992..
 AY0780.No vertical observational check was made to the station.
 AY0780.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0780.was located on a no-check spur therefore a value was not computed.
 AY0780
 AY0780.The geoid height was determined by GEOID03.
 AY0780
 AY0780.The dynamic height is computed by dividing the NAVD 88
 AY0780.geopotential number by the normal gravity value computed on the
 AY0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0780.degrees latitude (g = 980.6199 gals.).
 AY0780
 AY0780.The modeled gravity was interpolated from observed gravity values.
 AY0780
 AY0780;                    North         East    Units  Estimated Accuracy
 AY0780;SPC TXSC     - 4,165,680.      625,790.      MT  (+/- 180 meters Scaled)
 AY0780
 AY0780                          SUPERSEDED SURVEY CONTROL
 AY0780
 AY0780  NGVD 29 (??/??/92)  199.442  (m)          654.34   (f) ADJ UNCH    1 2
 AY0780
 AY0780.Superseded values are not recommended for survey control.
 AY0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0780.See file dsdata.txt to determine how the superseded data were derived.
 AY0780
 AY0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT257443(NAD 83)
 AY0780_MARKER: DB = BENCH MARK DISK
 AY0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0780_SP_SET: STONE
 AY0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0780+STABILITY: SURFACE MOTION
 AY0780
 AY0780  HISTORY     - Date     Condition        Report By
 AY0780  HISTORY     - UNK      MONUMENTED       CGS
 AY0780  HISTORY     - 1946     GOOD             NGS
 AY0780  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0780
 AY0780                          STATION DESCRIPTION
 AY0780
 AY0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0780'2.4 MI E FROM IDLEWILD.
 AY0780'ALONG THE TEXAS AND NEW ORLEANS RAILROAD, 2.4 MILES EAST OF IDLEWILD,
 AY0780'2.5 MILES WEST OF MACDONA, 9 1/4 RAILS EAST OF A GRAVEL ROAD CROSSING,
 AY0780'47.9 FEET EAST OF THE FIRST TELEGRAPH POLE WEST OF MILEPOST 229, 44.2
 AY0780'FEET NORTH OF THE CENTERLINE OF A TAR ROAD PARALLELING THE TRACK, 32.7
 AY0780'FEET SOUTH OF THE SOUTH RAIL, 2.8 FEET SOUTH OF THE LINE OF THE
 AY0780'TELEGRAPH POLES, A SQUARE HOLE IN THE TOP OF A STONE POST WHICH HAS
 AY0780'USBM CUT IN THE TOP AND WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, 3.0
 AY0780'FEET BELOW THE RAILS.  NOTE-- THE STONE POST IS NOT VERY TIGHT IN THE
 AY0780'GROUND, AND IT APPEARS TO LEAN VERY SLIGHTLY TO THE EAST. THE SQUARE
 AY0780'POST IS NOT SQUARE WITH THE RAILWAY.
 AY0780
 AY0780                          STATION RECOVERY (1966)
 AY0780
 AY0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1804 ***********************************************************************
 AX1804  DESIGNATION -  V 350 RESET 1958
 AX1804  PID         -  AX1804
 AX1804  STATE/COUNTY-  TX/GONZALES
 AX1804  USGS QUAD   -  HOCHHEIM (1987)
 AX1804
 AX1804                         *CURRENT SURVEY CONTROL
 AX1804  ___________________________________________________________________
 AX1804* NAD 83(1986)-  29 19 59.     (N)    097 19 28.     (W)     SCALED    
 AX1804* NAVD 88     -        64.79   (+/-2cm)     212.6    (feet)  VERTCON   
 AX1804  ___________________________________________________________________
 AX1804  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AX1804
 AX1804  VERT ORDER  -  THIRD (See Below)
 AX1804
 AX1804.The horizontal coordinates were scaled from a topographic map and have
 AX1804.an estimated accuracy of +/- 6 seconds.
 AX1804
 AX1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1804.The vertical order pertains to the NGVD 29 superseded value.
 AX1804
 AX1804.The geoid height was determined by GEOID03.
 AX1804
 AX1804;                    North         East    Units  Estimated Accuracy
 AX1804;SPC TXSC     - 4,167,370.      762,710.      MT  (+/- 180 meters Scaled)
 AX1804
 AX1804                          SUPERSEDED SURVEY CONTROL
 AX1804
 AX1804  NGVD 29 (??/??/??)   64.78   (m)          212.5    (f) RESET       3  
 AX1804
 AX1804.Superseded values are not recommended for survey control.
 AX1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1804.See file dsdata.txt to determine how the superseded data were derived.
 AX1804
 AX1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT626460(NAD 83)
 AX1804_MARKER: DB = BENCH MARK DISK
 AX1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1804_STAMPING: V 350 RESET 1958
 AX1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1804+STABILITY: SURFACE MOTION
 AX1804
 AX1804  HISTORY     - Date     Condition        Report By
 AX1804  HISTORY     - 1958     MONUMENTED       TXHD
 AX1804  HISTORY     - 1959     GOOD             TXHD
 AX1804
 AX1804                          STATION DESCRIPTION
 AX1804
 AX1804'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX1804'2.3 MI NW FROM HOCHHEIM.
 AX1804'IN GONZALES COUNTY, ABOUT 2.3 MILES NORTHWESTERLY ALONG U.S. HIGHWAY
 AX1804'183 FROM THE JUNCTION WITH STATE HIGHWAY 111 AT HOCHHEIM, DE WITT
 AX1804'COUNTY, ABOUT 116 FEET NORTHWESTERLY FROM THE CENTERLINE OF A CONCRETE
 AX1804'CULVERT AND AT THE NORTH RIGHT-OF-WAY CORNER OF A COUNTY ROAD LEADING
 AX1804'NORTHEASTERLY, 69 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. A
 AX1804'STANDARD DISK, STAMPED V 350 RESET 1958 AND SET IN THE TOP OF A
 AX1804'CONCRETE POST ABOUT 0.5 FOOT ABOVE THE NATURAL GROUND LEVEL. NOTE--
 AX1804'THE MILEAGE CHANGE FROM HOCHHEIM WAS DUE TO THE RELOCATION OF U. S.
 AX1804'HIGHWAY 183 AND STATE HIGHWAY 111 AT HOCHHEIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0119 ***********************************************************************
 FL0119  DESIGNATION -  V 352
 FL0119  PID         -  FL0119
 FL0119  STATE/COUNTY-  TX/WHEELER
 FL0119  USGS QUAD   -  FULLER (1963)
 FL0119
 FL0119                         *CURRENT SURVEY CONTROL
 FL0119  ___________________________________________________________________
 FL0119* NAD 83(1986)-  35 14 23.     (N)    100 04 35.     (W)     SCALED    
 FL0119* NAVD 88     -       664.852  (meters)    2181.27   (feet)  ADJUSTED  
 FL0119  ___________________________________________________________________
 FL0119  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0119  DYNAMIC HT  -         664.165 (meters)    2179.01  (feet)  COMP
 FL0119  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 FL0119
 FL0119  VERT ORDER  -  FIRST     CLASS II
 FL0119
 FL0119.The horizontal coordinates were scaled from a topographic map and have
 FL0119.an estimated accuracy of +/- 6 seconds.
 FL0119
 FL0119.The orthometric height was determined by differential leveling
 FL0119.and adjusted by the National Geodetic Survey in June 1991..
 FL0119
 FL0119.The geoid height was determined by GEOID03.
 FL0119
 FL0119.The dynamic height is computed by dividing the NAVD 88
 FL0119.geopotential number by the normal gravity value computed on the
 FL0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0119.degrees latitude (g = 980.6199 gals.).
 FL0119
 FL0119.The modeled gravity was interpolated from observed gravity values.
 FL0119
 FL0119;                    North         East    Units  Estimated Accuracy
 FL0119;SPC TX N     - 1,138,460.      329,560.      MT  (+/- 180 meters Scaled)
 FL0119
 FL0119                          SUPERSEDED SURVEY CONTROL
 FL0119
 FL0119  NGVD 29 (??/??/92)  664.59   (m)         2180.4    (f) COMPUTED    1 2
 FL0119
 FL0119.Superseded values are not recommended for survey control.
 FL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0119.See file dsdata.txt to determine how the superseded data were derived.
 FL0119
 FL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME020001(NAD 83)
 FL0119_MARKER: DB = BENCH MARK DISK
 FL0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0119_STAMPING: V 352 1953
 FL0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0119+STABILITY: SURFACE MOTION
 FL0119
 FL0119  HISTORY     - Date     Condition        Report By
 FL0119  HISTORY     - 1953     MONUMENTED       CGS
 FL0119
 FL0119                          STATION DESCRIPTION
 FL0119
 FL0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0119'0.3 MI E FROM FULLER.
 FL0119'0.3 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0119'THE STATION SIGN AT FULLER, 14 1/2 POLES EAST OF MILEPOST 654, 73 FEET
 FL0119'NORTHEAST OF THE CENTER OF A DIRT ROAD CROSSING, 40.5 FEET NORTH OF
 FL0119'THE NORTH RAIL OF THE MAIN TRACK, 4.3 FEET SOUTH OF A FENCE, 2.8 FEET
 FL0119'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0119'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0169 ***********************************************************************
 FL0169  DESIGNATION -  V 353
 FL0169  PID         -  FL0169
 FL0169  STATE/COUNTY-  TX/WHEELER
 FL0169  USGS QUAD   -  RAMSDELL (1963)
 FL0169
 FL0169                         *CURRENT SURVEY CONTROL
 FL0169  ___________________________________________________________________
 FL0169* NAD 83(1986)-  35 11 44.     (N)    100 24 02.     (W)     SCALED    
 FL0169* NAVD 88     -       767.208  (meters)    2517.08   (feet)  ADJUSTED  
 FL0169  ___________________________________________________________________
 FL0169  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL0169  DYNAMIC HT  -         766.395 (meters)    2514.41  (feet)  COMP
 FL0169  MODELED GRAV-     979,548.4   (mgal)                       NAVD 88
 FL0169
 FL0169  VERT ORDER  -  FIRST     CLASS II
 FL0169
 FL0169.The horizontal coordinates were scaled from a topographic map and have
 FL0169.an estimated accuracy of +/- 6 seconds.
 FL0169
 FL0169.The orthometric height was determined by differential leveling
 FL0169.and adjusted by the National Geodetic Survey in June 1991..
 FL0169
 FL0169.The geoid height was determined by GEOID03.
 FL0169
 FL0169.The dynamic height is computed by dividing the NAVD 88
 FL0169.geopotential number by the normal gravity value computed on the
 FL0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0169.degrees latitude (g = 980.6199 gals.).
 FL0169
 FL0169.The modeled gravity was interpolated from observed gravity values.
 FL0169
 FL0169;                    North         East    Units  Estimated Accuracy
 FL0169;SPC TX N     - 1,133,190.      300,120.      MT  (+/- 180 meters Scaled)
 FL0169
 FL0169                          SUPERSEDED SURVEY CONTROL
 FL0169
 FL0169  NGVD 29 (??/??/92)  766.908  (m)         2516.10   (f) ADJ UNCH    1 2
 FL0169
 FL0169.Superseded values are not recommended for survey control.
 FL0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0169.See file dsdata.txt to determine how the superseded data were derived.
 FL0169
 FL0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD724956(NAD 83)
 FL0169_MARKER: DB = BENCH MARK DISK
 FL0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0169_STAMPING: V 353 1953
 FL0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0169+STABILITY: SURFACE MOTION
 FL0169
 FL0169  HISTORY     - Date     Condition        Report By
 FL0169  HISTORY     - 1953     MONUMENTED       CGS
 FL0169
 FL0169                          STATION DESCRIPTION
 FL0169
 FL0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0169'10.05 MI W FROM SHAMROCK.
 FL0169'10.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0169'FROM THE STATION AT SHAMROCK, 2.15 MILES EAST OF THE STATION SIGN AT
 FL0169'RAMSDELL, 19 POLES SOUTHWEST OF MILEPOST 674, 86.8 FEET SOUTHEAST OF
 FL0169'THE SOUTHEAST RAIL, 97 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FL0169'TRESTLE 6745, 30 FEET NORTHEAST OF THE CENTER OF A STEEL GATE, 2.4
 FL0169'FEET NORTHWEST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST, SET
 FL0169'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 FL0169'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0402 ***********************************************************************
 FL0402  DESIGNATION -  V 354
 FL0402  PID         -  FL0402
 FL0402  STATE/COUNTY-  TX/GRAY
 FL0402  USGS QUAD   -  BACK (1962)
 FL0402
 FL0402                         *CURRENT SURVEY CONTROL
 FL0402  ___________________________________________________________________
 FL0402* NAD 83(1986)-  35 16 14.     (N)    100 36 33.     (W)     SCALED    
 FL0402* NAVD 88     -       845.151  (meters)    2772.80   (feet)  POSTED    
 FL0402  ___________________________________________________________________
 FL0402  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FL0402  DYNAMIC HT  -         844.240 (meters)    2769.81  (feet)  COMP
 FL0402  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 FL0402
 FL0402  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FL0402
 FL0402.The horizontal coordinates were scaled from a topographic map and have
 FL0402.an estimated accuracy of +/- 6 seconds.
 FL0402
 FL0402.The orthometric height was determined by differential leveling
 FL0402.and adjusted by the National Geodetic Survey in 1992..
 FL0402.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FL0402.rate of 2.1 thru 3.0 mm/km.
 FL0402
 FL0402.The geoid height was determined by GEOID03.
 FL0402
 FL0402.The dynamic height is computed by dividing the NAVD 88
 FL0402.geopotential number by the normal gravity value computed on the
 FL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0402.degrees latitude (g = 980.6199 gals.).
 FL0402
 FL0402.The modeled gravity was interpolated from observed gravity values.
 FL0402
 FL0402;                    North         East    Units  Estimated Accuracy
 FL0402;SPC TX N     - 1,141,320.      281,050.      MT  (+/- 180 meters Scaled)
 FL0402
 FL0402                          SUPERSEDED SURVEY CONTROL
 FL0402
 FL0402  NGVD 29 (??/??/92)  844.806  (m)         2771.67   (f) ADJ UNCH    1 2
 FL0402
 FL0402.Superseded values are not recommended for survey control.
 FL0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0402.See file dsdata.txt to determine how the superseded data were derived.
 FL0402
 FL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE536042(NAD 83)
 FL0402_MARKER: DB = BENCH MARK DISK
 FL0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0402_STAMPING: V 354 1953
 FL0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0402+STABILITY: SURFACE MOTION
 FL0402
 FL0402  HISTORY     - Date     Condition        Report By
 FL0402  HISTORY     - 1953     MONUMENTED       CGS
 FL0402  HISTORY     - 1959     GOOD             NGS
 FL0402  HISTORY     - 20050803 MARK NOT FOUND   GEOCAC
 FL0402
 FL0402                          STATION DESCRIPTION
 FL0402
 FL0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0402'3.0 MI NW FROM MCLEAN.
 FL0402'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0402'THE STATION AT MCLEAN, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 273,
 FL0402'0.05 MILE NORTH OF A JUNCTION WITH A GRAVELED ROAD LEADING WEST, 120
 FL0402'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EAST HEADWALL OF A
 FL0402'CONCRETE CULVERT, 74 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 50
 FL0402'FEET SOUTH OF A TELEPHONE POLE, 2.3 FEET WEST OF A FENCE, 2.2 FEET
 FL0402'SOUTH OF A WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN
 FL0402'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FL0402
 FL0402                          STATION RECOVERY (1959)
 FL0402
 FL0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FL0402'RECOVERED IN GOOD CONDITION.
 FL0402
 FL0402                          STATION RECOVERY (2005)
 FL0402
 FL0402'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FL0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0099 ***********************************************************************
 AJ0099  DESIGNATION -  V 357
 AJ0099  PID         -  AJ0099
 AJ0099  STATE/COUNTY-  TX/DUVAL
 AJ0099  USGS QUAD   -  ROSITA SE (1969)
 AJ0099
 AJ0099                         *CURRENT SURVEY CONTROL
 AJ0099  ___________________________________________________________________
 AJ0099* NAD 83(1986)-  27 45 45.     (N)    098 15 44.     (W)     SCALED    
 AJ0099* NAVD 88     -        99.280  (meters)     325.72   (feet)  POSTED    
 AJ0099  ___________________________________________________________________
 AJ0099  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AJ0099  DYNAMIC HT  -          99.130 (meters)     325.23  (feet)  COMP
 AJ0099  MODELED GRAV-     979,094.1   (mgal)                       NAVD 88
 AJ0099
 AJ0099  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0099
 AJ0099.The horizontal coordinates were scaled from a topographic map and have
 AJ0099.an estimated accuracy of +/- 6 seconds.
 AJ0099
 AJ0099.The orthometric height was determined by differential leveling
 AJ0099.and adjusted by the National Geodetic Survey in 1992..
 AJ0099.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0099.rate of 1.1 thru 2.0 mm/km.
 AJ0099
 AJ0099.The geoid height was determined by GEOID03.
 AJ0099
 AJ0099.The dynamic height is computed by dividing the NAVD 88
 AJ0099.geopotential number by the normal gravity value computed on the
 AJ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0099.degrees latitude (g = 980.6199 gals.).
 AJ0099
 AJ0099.The modeled gravity was interpolated from observed gravity values.
 AJ0099
 AJ0099;                    North         East    Units  Estimated Accuracy
 AJ0099;SPC TX S     - 5,232,230.      323,440.      MT  (+/- 180 meters Scaled)
 AJ0099
 AJ0099                          SUPERSEDED SURVEY CONTROL
 AJ0099
 AJ0099  NGVD 29 (??/??/92)   99.361  (m)          325.99   (f) ADJ UNCH    2 0
 AJ0099
 AJ0099.Superseded values are not recommended for survey control.
 AJ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0099.See file dsdata.txt to determine how the superseded data were derived.
 AJ0099
 AJ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR727711(NAD 83)
 AJ0099_MARKER: DB = BENCH MARK DISK
 AJ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0099_STAMPING: V 357 1935
 AJ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0099+STABILITY: SURFACE MOTION
 AJ0099
 AJ0099  HISTORY     - Date     Condition        Report By
 AJ0099  HISTORY     - 1935     MONUMENTED       CGS
 AJ0099  HISTORY     - 1969     GOOD             USGS
 AJ0099
 AJ0099                          STATION DESCRIPTION
 AJ0099
 AJ0099'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0099'1.8 MI W FROM SAN DIEGO.
 AJ0099'ABOUT 1.8 MILE WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF STATE
 AJ0099'HWY. 359 IN SAN DIEGO-DUVAL COUNTY, TO THE JUNCTION OF A DIRT ROAD
 AJ0099'LEADING SW, THENCE LEFT (SW) ABOUT 0.7 MILES, ABOUT 350 FEET SW OF
 AJ0099'ROAD, ABOUT 200 FEET SE OF A PIPELINE.  A STANDARD DISK STAMPED V 357
 AJ0099'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0641 ***********************************************************************
 GK0641  DESIGNATION -  V 358
 GK0641  PID         -  GK0641
 GK0641  STATE/COUNTY-  TX/MOORE
 GK0641  USGS QUAD   -  CACTUS EAST (1963)
 GK0641
 GK0641                         *CURRENT SURVEY CONTROL
 GK0641  ___________________________________________________________________
 GK0641* NAD 83(1986)-  36 01 24.     (N)    101 56 14.     (W)     SCALED    
 GK0641* NAVD 88     -      1090.412  (meters)    3577.46   (feet)  ADJUSTED  
 GK0641  ___________________________________________________________________
 GK0641  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 GK0641  DYNAMIC HT  -        1089.171 (meters)    3573.39  (feet)  COMP
 GK0641  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 GK0641
 GK0641  VERT ORDER  -  SECOND    CLASS 0
 GK0641
 GK0641.The horizontal coordinates were scaled from a topographic map and have
 GK0641.an estimated accuracy of +/- 6 seconds.
 GK0641
 GK0641.The orthometric height was determined by differential leveling
 GK0641.and adjusted by the National Geodetic Survey in June 1991..
 GK0641
 GK0641.The geoid height was determined by GEOID03.
 GK0641
 GK0641.The dynamic height is computed by dividing the NAVD 88
 GK0641.geopotential number by the normal gravity value computed on the
 GK0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0641.degrees latitude (g = 980.6199 gals.).
 GK0641
 GK0641.The modeled gravity was interpolated from observed gravity values.
 GK0641
 GK0641;                    North         East    Units  Estimated Accuracy
 GK0641;SPC TX N     - 1,224,560.      160,590.      MT  (+/- 180 meters Scaled)
 GK0641
 GK0641                          SUPERSEDED SURVEY CONTROL
 GK0641
 GK0641  NGVD 29 (??/??/92) 1089.893  (m)         3575.76   (f) ADJ UNCH    2 0
 GK0641
 GK0641.Superseded values are not recommended for survey control.
 GK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0641.See file dsdata.txt to determine how the superseded data were derived.
 GK0641
 GK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE353905(NAD 83)
 GK0641_MARKER: DB = BENCH MARK DISK
 GK0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0641_STAMPING: V 358 1943
 GK0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0641+STABILITY: SURFACE MOTION
 GK0641
 GK0641  HISTORY     - Date     Condition        Report By
 GK0641  HISTORY     - 1943     MONUMENTED       CGS
 GK0641
 GK0641                          STATION DESCRIPTION
 GK0641
 GK0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0641'3.7 MI E FROM ETTER.
 GK0641'THIS MARK IS ABOUT 3.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0641'GULF RAILWAY FROM THE RAILROAD CROSSING AT ETTER, MOORE COUNTY, AT A
 GK0641'NORTH-SOUTH ROAD CROSSING, 82.0 FEET WEST OF MILEPOST 26-10, 17.0 FEET
 GK0641'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 10.0 FEET NORTH OF A
 GK0641'EAST-WEST FENCE, 38.0 FEET SOUTH OF THE SOUTH RAIL, PROJECTING ABOUT
 GK0641'4-INCHES ABOVE THE GROUND, 2.0 FEET NORTHEAST OF A WHITE REFERENCE
 GK0641'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0395 ***********************************************************************
 CD0395  DESIGNATION -  V 359
 CD0395  PID         -  CD0395
 CD0395  STATE/COUNTY-  TX/HUDSPETH
 CD0395  USGS QUAD   -  CORNUDAS (1984)
 CD0395
 CD0395                         *CURRENT SURVEY CONTROL
 CD0395  ___________________________________________________________________
 CD0395* NAD 83(1986)-  31 46 02.     (N)    105 23 58.     (W)     SCALED    
 CD0395* NAVD 88     -      1282.481  (meters)    4207.61   (feet)  ADJUSTED  
 CD0395  ___________________________________________________________________
 CD0395  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD0395  DYNAMIC HT  -        1280.547 (meters)    4201.26  (feet)  COMP
 CD0395  MODELED GRAV-     979,086.2   (mgal)                       NAVD 88
 CD0395
 CD0395  VERT ORDER  -  FIRST     CLASS II
 CD0395
 CD0395.The horizontal coordinates were scaled from a topographic map and have
 CD0395.an estimated accuracy of +/- 6 seconds.
 CD0395
 CD0395.The orthometric height was determined by differential leveling
 CD0395.and adjusted by the National Geodetic Survey in June 1991..
 CD0395
 CD0395.The geoid height was determined by GEOID03.
 CD0395
 CD0395.The dynamic height is computed by dividing the NAVD 88
 CD0395.geopotential number by the normal gravity value computed on the
 CD0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0395.degrees latitude (g = 980.6199 gals.).
 CD0395
 CD0395.The modeled gravity was interpolated from observed gravity values.
 CD0395
 CD0395;                    North         East    Units  Estimated Accuracy
 CD0395;SPC TX C     - 3,243,790.      220,260.      MT  (+/- 180 meters Scaled)
 CD0395
 CD0395                          SUPERSEDED SURVEY CONTROL
 CD0395
 CD0395  NGVD 29 (??/??/92) 1281.933  (m)         4205.81   (f) ADJ UNCH    1 2
 CD0395
 CD0395.Superseded values are not recommended for survey control.
 CD0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0395.See file dsdata.txt to determine how the superseded data were derived.
 CD0395
 CD0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR621147(NAD 83)
 CD0395_MARKER: DB = BENCH MARK DISK
 CD0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0395_STAMPING: V 359 1943
 CD0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0395+STABILITY: SURFACE MOTION
 CD0395
 CD0395  HISTORY     - Date     Condition        Report By
 CD0395  HISTORY     - 1943     MONUMENTED       CGS
 CD0395  HISTORY     - 1955     MARK NOT FOUND   USGS
 CD0395  HISTORY     - 1977     GOOD             NGS
 CD0395  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0395  HISTORY     - 1981     MARK NOT FOUND   USGS
 CD0395
 CD0395                          STATION DESCRIPTION
 CD0395
 CD0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0395'67.7 MI E FROM EL PASO.
 CD0395'IN HUDSPETH COUNTY, 67.7 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0395'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 1.7 MILES WEST OF A
 CD0395'CATTLEGUARD AND A ROAD LEADING SOUTH TO THE HUECO PUMP STATION OF THE
 CD0395'PASOTEX PIPE LINE CO., AND 50 FEET NORTH OF THE CENTERLINE OF THE
 CD0395'HIGHWAY.  A STANDARD DISK, STAMPED V 359 1943 AND SET IN THE TOP OF A
 CD0395'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CD0395
 CD0395                          STATION RECOVERY (1955)
 CD0395
 CD0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CD0395'MARK NOT FOUND.
 CD0395
 CD0395                          STATION RECOVERY (1977)
 CD0395
 CD0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0395'POST FOUND LYING ON ITS SIDE, DISK RECOVERED  THIS DATE.
 CD0395
 CD0395                          STATION RECOVERY (1981)
 CD0395
 CD0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0395'MARK NOT FOUND.
 CD0395
 CD0395                          STATION RECOVERY (1981)
 CD0395
 CD0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CD0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0825 ***********************************************************************
 AY0825  DESIGNATION -  V 36
 AY0825  PID         -  AY0825
 AY0825  STATE/COUNTY-  TX/BEXAR
 AY0825  USGS QUAD   -  MACDONA (1991)
 AY0825
 AY0825                         *CURRENT SURVEY CONTROL
 AY0825  ___________________________________________________________________
 AY0825* NAD 83(1986)-  29 16 50.     (N)    098 41 43.     (W)     SCALED    
 AY0825* NAVD 88     -       198.929  (meters)     652.65   (feet)  ADJUSTED  
 AY0825  ___________________________________________________________________
 AY0825  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AY0825  DYNAMIC HT  -         198.643 (meters)     651.71  (feet)  COMP
 AY0825  MODELED GRAV-     979,204.1   (mgal)                       NAVD 88
 AY0825
 AY0825  VERT ORDER  -  FIRST     CLASS II
 AY0825
 AY0825.The horizontal coordinates were scaled from a topographic map and have
 AY0825.an estimated accuracy of +/- 6 seconds.
 AY0825
 AY0825.The orthometric height was determined by differential leveling
 AY0825.and adjusted by the National Geodetic Survey in June 1991..
 AY0825.WARNING-Repeat measurements at this control monument indicate possible
 AY0825.vertical movement.
 AY0825
 AY0825.The geoid height was determined by GEOID03.
 AY0825
 AY0825.The dynamic height is computed by dividing the NAVD 88
 AY0825.geopotential number by the normal gravity value computed on the
 AY0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0825.degrees latitude (g = 980.6199 gals.).
 AY0825
 AY0825.The modeled gravity was interpolated from observed gravity values.
 AY0825
 AY0825;                    North         East    Units  Estimated Accuracy
 AY0825;SPC TXSC     - 4,160,430.      629,610.      MT  (+/- 180 meters Scaled)
 AY0825
 AY0825                          SUPERSEDED SURVEY CONTROL
 AY0825
 AY0825  NGVD 29 (??/??/92)  198.808  (m)          652.26   (f) ADJ UNCH    1 2
 AY0825
 AY0825.Superseded values are not recommended for survey control.
 AY0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0825.See file dsdata.txt to determine how the superseded data were derived.
 AY0825
 AY0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT295391(NAD 83)
 AY0825_MARKER: Z = SEE DESCRIPTION
 AY0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0825+STABILITY: SURFACE MOTION
 AY0825
 AY0825  HISTORY     - Date     Condition        Report By
 AY0825  HISTORY     - UNK      MONUMENTED       CGS
 AY0825  HISTORY     - 1956     GOOD             NGS
 AY0825  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0825  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0825
 AY0825                          STATION DESCRIPTION
 AY0825
 AY0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0825'0.15 MI SW FROM SAS JUNCTION.
 AY0825'0.15 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0825'RAILROAD FROM THE STATION SIGN AT SAS JUNCTION, AT THE CROSSING OF
 AY0825'KEARNEY ROAD, 1 1/2 POLES NORTHEAST OF MILEPOST 275, 144 FEET
 AY0825'SOUTHWEST OF THE CENTER LINE OF KEARNEY ROAD, 38 FEET SOUTHEAST OF THE
 AY0825'SOUTHEAST RAIL, 6 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A
 AY0825'WITNESS POST, SURROUNDED BY THE LETTERS USBM, IN THE TOP OF A STONE
 AY0825'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0825
 AY0825                          STATION RECOVERY (1986)
 AY0825
 AY0825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0825'MARK NOT FOUND.
 AY0825
 AY0825                          STATION RECOVERY (1999)
 AY0825
 AY0825'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0434 ***********************************************************************
 EN0434  DESIGNATION -  V 360
 EN0434  PID         -  EN0434
 EN0434  STATE/COUNTY-  TX/RANDALL
 EN0434  USGS QUAD   -  CANYON (1984)
 EN0434
 EN0434                         *CURRENT SURVEY CONTROL
 EN0434  ___________________________________________________________________
 EN0434* NAD 83(1986)-  34 57 17.     (N)    101 56 22.     (W)     SCALED    
 EN0434* NAVD 88     -      1081.697  (meters)    3548.87   (feet)  ADJUSTED  
 EN0434  ___________________________________________________________________
 EN0434  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 EN0434  DYNAMIC HT  -        1080.383 (meters)    3544.56  (feet)  COMP
 EN0434  MODELED GRAV-     979,382.6   (mgal)                       NAVD 88
 EN0434
 EN0434  VERT ORDER  -  SECOND    CLASS 0
 EN0434
 EN0434.The horizontal coordinates were scaled from a topographic map and have
 EN0434.an estimated accuracy of +/- 6 seconds.
 EN0434
 EN0434.The orthometric height was determined by differential leveling
 EN0434.and adjusted by the National Geodetic Survey in June 1991..
 EN0434
 EN0434.The geoid height was determined by GEOID03.
 EN0434
 EN0434.The dynamic height is computed by dividing the NAVD 88
 EN0434.geopotential number by the normal gravity value computed on the
 EN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0434.degrees latitude (g = 980.6199 gals.).
 EN0434
 EN0434.The modeled gravity was interpolated from observed gravity values.
 EN0434
 EN0434;                    North         East    Units  Estimated Accuracy
 EN0434;SPC TX N     - 1,106,000.      159,860.      MT  (+/- 180 meters Scaled)
 EN0434
 EN0434                          SUPERSEDED SURVEY CONTROL
 EN0434
 EN0434  NGVD 29 (??/??/92) 1081.227  (m)         3547.33   (f) ADJ UNCH    2 0
 EN0434
 EN0434.Superseded values are not recommended for survey control.
 EN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0434.See file dsdata.txt to determine how the superseded data were derived.
 EN0434
 EN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD315719(NAD 83)
 EN0434_MARKER: DB = BENCH MARK DISK
 EN0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0434_STAMPING: V 360 1943
 EN0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0434+STABILITY: SURFACE MOTION
 EN0434
 EN0434  HISTORY     - Date     Condition        Report By
 EN0434  HISTORY     - 1943     MONUMENTED       CGS
 EN0434
 EN0434                          STATION DESCRIPTION
 EN0434
 EN0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0434'2.3 MI S FROM CANYON.
 EN0434'ABOUT 2.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM
 EN0434'THE STATION AT CANYON, 8.8 FEET NORTHEAST OF MILEPOST NUMBER 573, 92.3
 EN0434'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 5 FEET SOUTHWEST OF
 EN0434'THE RIGHT-OF-WAY FENCE, 2.5 FEET SOUTHWEST OF A WHITE REFERENCE POST,
 EN0434'A BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0465 ***********************************************************************
 EN0465  DESIGNATION -  V 361
 EN0465  PID         -  EN0465
 EN0465  STATE/COUNTY-  TX/RANDALL
 EN0465  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0465
 EN0465                         *CURRENT SURVEY CONTROL
 EN0465  ___________________________________________________________________
 EN0465* NAD 83(1986)-  34 59 08.     (N)    101 42 10.     (W)     SCALED    
 EN0465* NAVD 88     -      1056.134  (meters)    3465.00   (feet)  ADJUSTED  
 EN0465  ___________________________________________________________________
 EN0465  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EN0465  DYNAMIC HT  -        1054.865 (meters)    3460.84  (feet)  COMP
 EN0465  MODELED GRAV-     979,396.7   (mgal)                       NAVD 88
 EN0465
 EN0465  VERT ORDER  -  SECOND    CLASS 0
 EN0465
 EN0465.The horizontal coordinates were scaled from a topographic map and have
 EN0465.an estimated accuracy of +/- 6 seconds.
 EN0465
 EN0465.The orthometric height was determined by differential leveling
 EN0465.and adjusted by the National Geodetic Survey in June 1991..
 EN0465
 EN0465.The geoid height was determined by GEOID03.
 EN0465
 EN0465.The dynamic height is computed by dividing the NAVD 88
 EN0465.geopotential number by the normal gravity value computed on the
 EN0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0465.degrees latitude (g = 980.6199 gals.).
 EN0465
 EN0465.The modeled gravity was interpolated from observed gravity values.
 EN0465
 EN0465;                    North         East    Units  Estimated Accuracy
 EN0465;SPC TX N     - 1,109,350.      181,490.      MT  (+/- 180 meters Scaled)
 EN0465
 EN0465                          SUPERSEDED SURVEY CONTROL
 EN0465
 EN0465  NGVD 29 (??/??/92) 1055.666  (m)         3463.46   (f) ADJ UNCH    2 0
 EN0465
 EN0465.Superseded values are not recommended for survey control.
 EN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0465.See file dsdata.txt to determine how the superseded data were derived.
 EN0465
 EN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD532747(NAD 83)
 EN0465_MARKER: DB = BENCH MARK DISK
 EN0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0465_SP_SET: WALL
 EN0465_STAMPING: V 361 1943
 EN0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0465
 EN0465  HISTORY     - Date     Condition        Report By
 EN0465  HISTORY     - 1943     MONUMENTED       CGS
 EN0465
 EN0465                          STATION DESCRIPTION
 EN0465
 EN0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0465'12.8 MI E FROM CANYON.
 EN0465'12.8 MILES EAST ALONG PALO DURO DRIVE (STATE HIGHWAY 217) FROM THE
 EN0465'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, AT THE ENTRANCE TO PALO
 EN0465'DURO STATE PARK, IN THE NORTHWEST CORNER OF A LOW PROJECTION OF THE
 EN0465'MASONRY GATE WALL ON THE SOUTH SIDE OF THE CATTLEGUARD, 8 FEET SOUTH
 EN0465'OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 FEET HIGHER THAN THE
 EN0465'HIGHWAY.  A STANDARD DISK, STAMPED V 361 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0252 ***********************************************************************
 EN0252  DESIGNATION -  V 362
 EN0252  PID         -  EN0252
 EN0252  STATE/COUNTY-  TX/ARMSTRONG
 EN0252  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0252
 EN0252                         *CURRENT SURVEY CONTROL
 EN0252  ___________________________________________________________________
 EN0252* NAD 83(1986)-  34 51 43.     (N)    101 29 37.     (W)     SCALED    
 EN0252* NAVD 88     -       780.692  (meters)    2561.32   (feet)  ADJUSTED  
 EN0252  ___________________________________________________________________
 EN0252  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0252  DYNAMIC HT  -         779.758 (meters)    2558.26  (feet)  COMP
 EN0252  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 EN0252
 EN0252  VERT ORDER  -  SECOND    CLASS 0
 EN0252
 EN0252.The horizontal coordinates were scaled from a topographic map and have
 EN0252.an estimated accuracy of +/- 6 seconds.
 EN0252
 EN0252.The orthometric height was determined by differential leveling
 EN0252.and adjusted by the National Geodetic Survey in June 1991..
 EN0252
 EN0252.The geoid height was determined by GEOID03.
 EN0252
 EN0252.The dynamic height is computed by dividing the NAVD 88
 EN0252.geopotential number by the normal gravity value computed on the
 EN0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0252.degrees latitude (g = 980.6199 gals.).
 EN0252
 EN0252.The modeled gravity was interpolated from observed gravity values.
 EN0252
 EN0252;                    North         East    Units  Estimated Accuracy
 EN0252;SPC TX N     - 1,095,620.      200,580.      MT  (+/- 180 meters Scaled)
 EN0252
 EN0252                          SUPERSEDED SURVEY CONTROL
 EN0252
 EN0252  NGVD 29 (??/??/92)  780.250  (m)         2559.87   (f) ADJ UNCH    2 0
 EN0252
 EN0252.Superseded values are not recommended for survey control.
 EN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0252.See file dsdata.txt to determine how the superseded data were derived.
 EN0252
 EN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD720605(NAD 83)
 EN0252_MARKER: DB = BENCH MARK DISK
 EN0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0252_SP_SET: TREE
 EN0252_STAMPING: V 362 1943
 EN0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0252
 EN0252  HISTORY     - Date     Condition        Report By
 EN0252  HISTORY     - 1943     MONUMENTED       CGS
 EN0252
 EN0252                          STATION DESCRIPTION
 EN0252
 EN0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0252'32.9 MI SE FROM CANYON.
 EN0252'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0252'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 12.9 MILES EAST
 EN0252'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  ON THE WEST
 EN0252'SIDE OF A LONG HORSESHOE BEND IN THE RIVER, 120 FEET EAST OF BENCH
 EN0252'MARK U 362 DESCRIVED ABOVE, 180 FEET EAST  OF THE EAST BANK OF THE
 EN0252'RIVER, IN THE WEST SIDE OF THE TRUNK OF A 2-FOOT COTTONWOOD TREE, AND
 EN0252'ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED V 362 1943
 EN0252'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0387 ***********************************************************************
 FL0387  DESIGNATION -  V 363
 FL0387  PID         -  FL0387
 FL0387  STATE/COUNTY-  TX/WHEELER
 FL0387  USGS QUAD   -  BACK (1962)
 FL0387
 FL0387                         *CURRENT SURVEY CONTROL
 FL0387  ___________________________________________________________________
 FL0387* NAD 83(1986)-  35 16 11.     (N)    100 31 13.     (W)     SCALED    
 FL0387* NAVD 88     -       839.011  (meters)    2752.66   (feet)  ADJUSTED  
 FL0387  ___________________________________________________________________
 FL0387  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL0387  DYNAMIC HT  -         838.116 (meters)    2749.72  (feet)  COMP
 FL0387  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 FL0387
 FL0387  VERT ORDER  -  SECOND    CLASS 0
 FL0387
 FL0387.The horizontal coordinates were scaled from a topographic map and have
 FL0387.an estimated accuracy of +/- 6 seconds.
 FL0387
 FL0387.The orthometric height was determined by differential leveling
 FL0387.and adjusted by the National Geodetic Survey in June 1991..
 FL0387
 FL0387.The geoid height was determined by GEOID03.
 FL0387
 FL0387.The dynamic height is computed by dividing the NAVD 88
 FL0387.geopotential number by the normal gravity value computed on the
 FL0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0387.degrees latitude (g = 980.6199 gals.).
 FL0387
 FL0387.The modeled gravity was interpolated from observed gravity values.
 FL0387
 FL0387;                    North         East    Units  Estimated Accuracy
 FL0387;SPC TX N     - 1,141,300.      289,130.      MT  (+/- 180 meters Scaled)
 FL0387
 FL0387                          SUPERSEDED SURVEY CONTROL
 FL0387
 FL0387  NGVD 29 (??/??/92)  838.691  (m)         2751.61   (f) ADJ UNCH    2 0
 FL0387
 FL0387.Superseded values are not recommended for survey control.
 FL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0387.See file dsdata.txt to determine how the superseded data were derived.
 FL0387
 FL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE617040(NAD 83)
 FL0387_MARKER: DB = BENCH MARK DISK
 FL0387_SETTING: 0 = UNSPECIFIED SETTING
 FL0387_STAMPING: V 363 1943
 FL0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0387
 FL0387  HISTORY     - Date     Condition        Report By
 FL0387  HISTORY     - 1943     MONUMENTED       CGS
 FL0387  HISTORY     - 1962     POOR             NGS
 FL0387
 FL0387                          STATION DESCRIPTION
 FL0387
 FL0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FL0387'6.8 MI NE FROM MCLEAN.
 FL0387'THIS BENCH MARK WAS MOVED DURING ROAD WIDENING OPERATIONS, COUNTY
 FL0387'ROAD, IS 24 FEET SOUTH AND 24 FEET EAST OF THE CENTERLINE OF
 FL0387'INTERSECTION AT ROAD SOUTH, 0.5 FEET EAST OF FENCE CORNER IN LINE WITH
 FL0387'E-W RIGHT-OF-WAY FENCE, AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0245 ***********************************************************************
 CV0245  DESIGNATION -  V 364
 CV0245  PID         -  CV0245
 CV0245  STATE/COUNTY-  TX/YOAKUM
 CV0245  USGS QUAD   -  HIGGINBOTHAM (1971)
 CV0245
 CV0245                         *CURRENT SURVEY CONTROL
 CV0245  ___________________________________________________________________
 CV0245* NAD 83(1986)-  32 59 38.     (N)    102 53 17.     (W)     SCALED    
 CV0245* NAVD 88     -      1101.599  (meters)    3614.16   (feet)  ADJUSTED  
 CV0245  ___________________________________________________________________
 CV0245  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 CV0245  DYNAMIC HT  -        1100.136 (meters)    3609.36  (feet)  COMP
 CV0245  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 CV0245
 CV0245  VERT ORDER  -  SECOND    CLASS 0
 CV0245
 CV0245.The horizontal coordinates were scaled from a topographic map and have
 CV0245.an estimated accuracy of +/- 6 seconds.
 CV0245
 CV0245.The orthometric height was determined by differential leveling
 CV0245.and adjusted by the National Geodetic Survey in June 1991..
 CV0245
 CV0245.The geoid height was determined by GEOID03.
 CV0245
 CV0245.The dynamic height is computed by dividing the NAVD 88
 CV0245.geopotential number by the normal gravity value computed on the
 CV0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0245.degrees latitude (g = 980.6199 gals.).
 CV0245
 CV0245.The modeled gravity was interpolated from observed gravity values.
 CV0245
 CV0245;                    North         East    Units  Estimated Accuracy
 CV0245;SPC TXNC     - 2,155,740.      190,070.      MT  (+/- 180 meters Scaled)
 CV0245
 CV0245                          SUPERSEDED SURVEY CONTROL
 CV0245
 CV0245  NGVD 29 (??/??/92) 1101.23   (m)         3613.0    (f) COMPUTED    2 0
 CV0245
 CV0245.Superseded values are not recommended for survey control.
 CV0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0245.See file dsdata.txt to determine how the superseded data were derived.
 CV0245
 CV0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS973525(NAD 83)
 CV0245_MARKER: DB = BENCH MARK DISK
 CV0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0245_STAMPING: V 364 1943
 CV0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0245+STABILITY: SURFACE MOTION
 CV0245
 CV0245  HISTORY     - Date     Condition        Report By
 CV0245  HISTORY     - 1943     MONUMENTED       CGS
 CV0245
 CV0245                          STATION DESCRIPTION
 CV0245
 CV0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0245'0.5 MI N FROM ALLRED.
 CV0245'0.5 MILE NORTH ALONG THE ROAD LEADING TO PLAINS FROM THE POST OFFICE
 CV0245'AT ALLRED, YOAKUM COUNTY, AT THE T-JUNCTION OF A ROAD LEADING WEST TO
 CV0245'A SCHOOLHOUSE, 40.5 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 23
 CV0245'FEET NORTH OF THE CENTERLINE OF THE SCHOOLHOUSE ROAD, BETWEEN TWO
 CV0245'POWER POLES ONE OF WHICH IS THE CORNER POST OF A FENCE, AND 2 FEET
 CV0245'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED V 364
 CV0245'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 CV0245'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0231 ***********************************************************************
 DQ0231  DESIGNATION -  V 366
 DQ0231  PID         -  DQ0231
 DQ0231  STATE/COUNTY-  TX/COCHRAN
 DQ0231  USGS QUAD   -  WHITEFACE (1965)
 DQ0231
 DQ0231                         *CURRENT SURVEY CONTROL
 DQ0231  ___________________________________________________________________
 DQ0231* NAD 83(1986)-  33 32 25.     (N)    102 36 38.     (W)     SCALED    
 DQ0231* NAVD 88     -      1118.974  (meters)    3671.17   (feet)  ADJUSTED  
 DQ0231  ___________________________________________________________________
 DQ0231  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DQ0231  DYNAMIC HT  -        1117.504 (meters)    3666.34  (feet)  COMP
 DQ0231  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 DQ0231
 DQ0231  VERT ORDER  -  SECOND    CLASS 0
 DQ0231
 DQ0231.The horizontal coordinates were scaled from a topographic map and have
 DQ0231.an estimated accuracy of +/- 6 seconds.
 DQ0231
 DQ0231.The orthometric height was determined by differential leveling
 DQ0231.and adjusted by the National Geodetic Survey in June 1991..
 DQ0231
 DQ0231.The geoid height was determined by GEOID03.
 DQ0231
 DQ0231.The dynamic height is computed by dividing the NAVD 88
 DQ0231.geopotential number by the normal gravity value computed on the
 DQ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0231.degrees latitude (g = 980.6199 gals.).
 DQ0231
 DQ0231.The modeled gravity was interpolated from observed gravity values.
 DQ0231
 DQ0231;                    North         East    Units  Estimated Accuracy
 DQ0231;SPC TXNC     - 2,215,240.      218,350.      MT  (+/- 180 meters Scaled)
 DQ0231
 DQ0231                          SUPERSEDED SURVEY CONTROL
 DQ0231
 DQ0231  NGVD 29 (??/??/92) 1118.570  (m)         3669.84   (f) ADJ UNCH    2 0
 DQ0231
 DQ0231.Superseded values are not recommended for survey control.
 DQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0231.See file dsdata.txt to determine how the superseded data were derived.
 DQ0231
 DQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT218137(NAD 83)
 DQ0231_MARKER: DB = BENCH MARK DISK
 DQ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0231_STAMPING: V 366 1943
 DQ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0231+STABILITY: SURFACE MOTION
 DQ0231
 DQ0231  HISTORY     - Date     Condition        Report By
 DQ0231  HISTORY     - 1943     MONUMENTED       CGS
 DQ0231
 DQ0231                          STATION DESCRIPTION
 DQ0231
 DQ0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0231'4.1 MI S FROM WHITEFACE.
 DQ0231'THIS MARK IS ABOUT 4.1 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0231'RAILROAD STATION AT WHITEFACE, COCHRAN COUNTY, SET NEAR A ROAD RUNNING
 DQ0231'WEST AND AT A POINT WHERE A FENCE RUNNING EAST-WEST INTERSECTS THE
 DQ0231'FENCE RUNNING PARALLEL WITH THE ROAD, 98.0 FEET NORTH OF THE NORTH END
 DQ0231'OF A RED GATE, 3.0 FEET EAST OF A FENCE RUNNING PARALLEL WITH THE
 DQ0231'ROAD, 53.0 FEET WEST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 DQ0231'8-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHEAST OF A WHITE REFERENCE
 DQ0231'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0172 ***********************************************************************
 EO0172  DESIGNATION -  V 368
 EO0172  PID         -  EO0172
 EO0172  STATE/COUNTY-  TX/BAILEY
 EO0172  USGS QUAD   -  MULESHOE (1980)
 EO0172
 EO0172                         *CURRENT SURVEY CONTROL
 EO0172  ___________________________________________________________________
 EO0172* NAD 83(1986)-  34 13 01.     (N)    102 43 55.     (W)     SCALED    
 EO0172* NAVD 88     -      1154.624  (meters)    3788.13   (feet)  POSTED    
 EO0172  ___________________________________________________________________
 EO0172  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 EO0172  DYNAMIC HT  -        1153.130 (meters)    3783.23  (feet)  COMP
 EO0172  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 EO0172
 EO0172  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0172
 EO0172.The horizontal coordinates were scaled from a topographic map and have
 EO0172.an estimated accuracy of +/- 6 seconds.
 EO0172
 EO0172.The orthometric height was determined by differential leveling
 EO0172.and adjusted by the National Geodetic Survey in 1992..
 EO0172.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0172.rate of 2.1 thru 3.0 mm/km.
 EO0172
 EO0172.The geoid height was determined by GEOID03.
 EO0172
 EO0172.The dynamic height is computed by dividing the NAVD 88
 EO0172.geopotential number by the normal gravity value computed on the
 EO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0172.degrees latitude (g = 980.6199 gals.).
 EO0172
 EO0172.The modeled gravity was interpolated from observed gravity values.
 EO0172
 EO0172;                    North         East    Units  Estimated Accuracy
 EO0172;SPC TXNC     - 2,290,680.      210,100.      MT  (+/- 180 meters Scaled)
 EO0172
 EO0172                          SUPERSEDED SURVEY CONTROL
 EO0172
 EO0172  NGVD 29 (??/??/92) 1154.075  (m)         3786.33   (f) ADJ UNCH    2 0
 EO0172
 EO0172.Superseded values are not recommended for survey control.
 EO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0172.See file dsdata.txt to determine how the superseded data were derived.
 EO0172
 EO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT089885(NAD 83)
 EO0172_MARKER: DB = BENCH MARK DISK
 EO0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0172_SP_SET: CURVE
 EO0172_STAMPING: V 368 1943
 EO0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0172
 EO0172  HISTORY     - Date     Condition        Report By
 EO0172  HISTORY     - 1943     MONUMENTED       CGS
 EO0172
 EO0172                          STATION DESCRIPTION
 EO0172
 EO0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EO0172'0.5 MI S FROM MULESHOE.
 EO0172'THIS MARK IS ABOUT 0.5 MI. S. ALONG STATE HIGHWAY 214 FROM THE COURT
 EO0172'HOUSE AT MULESHOE, BAILEY COUNTY, SET ON THE OUT SIDE OF A CURVE, 6
 EO0172'FT. N. OF A TELEPHONE POLE, 4 FEET E. OF THE W. RIGHT-OF-WAY FENCE, 66
 EO0172'FT. W. OF OF THE CENTERLINE OF THE HIGHWAY, PROJECTING ABOUT 4 INCHES
 EO0172'ABOVE THE GROUND, 2 FEET S.E. OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0161 ***********************************************************************
 GK0161  DESIGNATION -  V 369
 GK0161  PID         -  GK0161
 GK0161  STATE/COUNTY-  TX/OCHILTREE
 GK0161  USGS QUAD   -  LAKE FRYER (1973)
 GK0161
 GK0161                         *CURRENT SURVEY CONTROL
 GK0161  ___________________________________________________________________
 GK0161* NAD 83(1986)-  36 11 14.     (N)    100 42 19.     (W)     SCALED    
 GK0161* NAVD 88     -       886.240  (meters)    2907.61   (feet)  ADJUSTED  
 GK0161  ___________________________________________________________________
 GK0161  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 GK0161  DYNAMIC HT  -         885.302 (meters)    2904.53  (feet)  COMP
 GK0161  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 GK0161
 GK0161  VERT ORDER  -  SECOND    CLASS 0
 GK0161
 GK0161.The horizontal coordinates were scaled from a topographic map and have
 GK0161.an estimated accuracy of +/- 6 seconds.
 GK0161
 GK0161.The orthometric height was determined by differential leveling
 GK0161.and adjusted by the National Geodetic Survey in June 1991..
 GK0161
 GK0161.The geoid height was determined by GEOID03.
 GK0161
 GK0161.The dynamic height is computed by dividing the NAVD 88
 GK0161.geopotential number by the normal gravity value computed on the
 GK0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0161.degrees latitude (g = 980.6199 gals.).
 GK0161
 GK0161.The modeled gravity was interpolated from observed gravity values.
 GK0161
 GK0161;                    North         East    Units  Estimated Accuracy
 GK0161;SPC TX N     - 1,242,940.      271,490.      MT  (+/- 180 meters Scaled)
 GK0161
 GK0161                          SUPERSEDED SURVEY CONTROL
 GK0161
 GK0161  NGVD 29 (??/??/92)  885.872  (m)         2906.40   (f) ADJ UNCH    2 0
 GK0161
 GK0161.Superseded values are not recommended for survey control.
 GK0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0161.See file dsdata.txt to determine how the superseded data were derived.
 GK0161
 GK0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF466060(NAD 83)
 GK0161_MARKER: DB = BENCH MARK DISK
 GK0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0161_STAMPING: V 369 1943
 GK0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0161+STABILITY: SURFACE MOTION
 GK0161
 GK0161  HISTORY     - Date     Condition        Report By
 GK0161  HISTORY     - 1943     MONUMENTED       CGS
 GK0161  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0161
 GK0161                          STATION DESCRIPTION
 GK0161
 GK0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0161'3.4 MI N FROM BULER.
 GK0161'3.4 MILES NORTH AND 6.6 MILES EAST ALONG GRADED ROADS FROM THE OLD
 GK0161'STORE AND POST OFFICE AT BULER, AT THE JUNCTION WITH U.S. HIGHWAY 83,
 GK0161'64 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 41 FEET SOUTH OF THE
 GK0161'CENTERLINE OF THE ROAD, AND 2 FEET SOUTH OF AN EAST-AND-WEST FENCE. A
 GK0161'STANDARD DISK, STAMPED V 369 1943 AND SET IN THE TOP OF A CONCRETE
 GK0161'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.  NOTE-- RD. WORK IN AREA.
 GK0161
 GK0161                          STATION RECOVERY (1972)
 GK0161
 GK0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0214 ***********************************************************************
 AO0214  DESIGNATION -  V 37
 AO0214  PID         -  AO0214
 AO0214  STATE/COUNTY-  TX/LA SALLE
 AO0214  USGS QUAD   -  MILLETT (1974)
 AO0214
 AO0214                         *CURRENT SURVEY CONTROL
 AO0214  ___________________________________________________________________
 AO0214* NAD 83(1986)-  28 37 26.     (N)    099 10 56.     (W)     SCALED    
 AO0214* NAVD 88     -       160.018  (meters)     524.99   (feet)  ADJUSTED  
 AO0214  ___________________________________________________________________
 AO0214  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AO0214  DYNAMIC HT  -         159.780 (meters)     524.21  (feet)  COMP
 AO0214  MODELED GRAV-     979,156.9   (mgal)                       NAVD 88
 AO0214
 AO0214  VERT ORDER  -  FIRST     CLASS II
 AO0214
 AO0214.The horizontal coordinates were scaled from a topographic map and have
 AO0214.an estimated accuracy of +/- 6 seconds.
 AO0214
 AO0214.The orthometric height was determined by differential leveling
 AO0214.and adjusted by the National Geodetic Survey in June 1991..
 AO0214
 AO0214.The geoid height was determined by GEOID03.
 AO0214
 AO0214.The dynamic height is computed by dividing the NAVD 88
 AO0214.geopotential number by the normal gravity value computed on the
 AO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0214.degrees latitude (g = 980.6199 gals.).
 AO0214
 AO0214.The modeled gravity was interpolated from observed gravity values.
 AO0214
 AO0214;                    North         East    Units  Estimated Accuracy
 AO0214;SPC TXSC     - 4,087,630.      582,180.      MT  (+/- 180 meters Scaled)
 AO0214
 AO0214                          SUPERSEDED SURVEY CONTROL
 AO0214
 AO0214  NGVD 29 (??/??/92)  159.894  (m)          524.59   (f) ADJ UNCH    1 2
 AO0214
 AO0214.Superseded values are not recommended for survey control.
 AO0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0214.See file dsdata.txt to determine how the superseded data were derived.
 AO0214
 AO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS821663(NAD 83)
 AO0214_MARKER: Z = SEE DESCRIPTION
 AO0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0214_SP_SET: STONE POST
 AO0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0214+STABILITY: SURFACE MOTION
 AO0214
 AO0214  HISTORY     - Date     Condition        Report By
 AO0214  HISTORY     - 1956     MONUMENTED       CGS
 AO0214  HISTORY     - 1958     GOOD             NGS
 AO0214
 AO0214                          STATION DESCRIPTION
 AO0214
 AO0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0214'3.4 MI S FROM DILLEY.
 AO0214'3.4 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0214'FROM THE STATION AT DILLEY, 43.5 FEET EAST OF THE EAST RAIL, 54 FEET
 AO0214'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 19.5 FEET SOUTHEAST OF
 AO0214'MILEPOST 332, 3.6 FEET WEST OF A FENCE, 1 FOOT EAST OF A WITNESS POST,
 AO0214'IN THE TOP OF A STONE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AO0214
 AO0214                          STATION RECOVERY (1958)
 AO0214
 AO0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0062 ***********************************************************************
 FM0062  DESIGNATION -  V 371
 FM0062  PID         -  FM0062
 FM0062  STATE/COUNTY-  TX/MOORE
 FM0062  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0062
 FM0062                         *CURRENT SURVEY CONTROL
 FM0062  ___________________________________________________________________
 FM0062* NAD 83(1986)-  35 55 52.     (N)    102 06 21.     (W)     SCALED    
 FM0062* NAVD 88     -      1141.998  (meters)    3746.71   (feet)  ADJUSTED  
 FM0062  ___________________________________________________________________
 FM0062  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 FM0062  DYNAMIC HT  -        1140.673 (meters)    3742.36  (feet)  COMP
 FM0062  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 FM0062
 FM0062  VERT ORDER  -  SECOND    CLASS 0
 FM0062
 FM0062.The horizontal coordinates were scaled from a topographic map and have
 FM0062.an estimated accuracy of +/- 6 seconds.
 FM0062
 FM0062.The orthometric height was determined by differential leveling
 FM0062.and adjusted by the National Geodetic Survey in June 1991..
 FM0062
 FM0062.The geoid height was determined by GEOID03.
 FM0062
 FM0062.The dynamic height is computed by dividing the NAVD 88
 FM0062.geopotential number by the normal gravity value computed on the
 FM0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0062.degrees latitude (g = 980.6199 gals.).
 FM0062
 FM0062.The modeled gravity was interpolated from observed gravity values.
 FM0062
 FM0062;                    North         East    Units  Estimated Accuracy
 FM0062;SPC TX N     - 1,214,400.      145,330.      MT  (+/- 180 meters Scaled)
 FM0062
 FM0062                          SUPERSEDED SURVEY CONTROL
 FM0062
 FM0062  NGVD 29 (??/??/92) 1141.435  (m)         3744.86   (f) ADJ UNCH    2 0
 FM0062
 FM0062.Superseded values are not recommended for survey control.
 FM0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0062.See file dsdata.txt to determine how the superseded data were derived.
 FM0062
 FM0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV611801(NAD 83)
 FM0062_MARKER: DB = BENCH MARK DISK
 FM0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0062_STAMPING: V 371 1943
 FM0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0062+STABILITY: SURFACE MOTION
 FM0062
 FM0062  HISTORY     - Date     Condition        Report By
 FM0062  HISTORY     - 1943     MONUMENTED       CGS
 FM0062  HISTORY     - 1952     GOOD             NGS
 FM0062  HISTORY     - 1965     MARK NOT FOUND   USGS
 FM0062
 FM0062                          STATION DESCRIPTION
 FM0062
 FM0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0062'12.5 MI NW FROM DUMAS.
 FM0062'0.5 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE COURTHOUSE AT
 FM0062'DUMAS, THENCE 7.5 MILES WEST ALONG U.S. HIGHWAY 87, THENCE 4.5 MILES
 FM0062'NORTH ALONG A GRADED DIRT ROAD, 36 FEET WEST OF THE CENTER LINE OF A
 FM0062'NORTH AND SOUTH ROAD, 30 FEET SOUTH OF THE EXTENDED CENTER LINE OF A
 FM0062'TRACK ROAD LEADING EAST, 14 FEET SOUTH OF A FENCE LEADING WEST, 1.2
 FM0062'FEET WEST OF A NORTH AND SOUTH FENCE, 2 FEET NORTH OF A WITNESS POST,
 FM0062'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 FM0062
 FM0062                          STATION RECOVERY (1965)
 FM0062
 FM0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0590 ***********************************************************************
 GK0590  DESIGNATION -  V 372 RESET 1951
 GK0590  PID         -  GK0590
 GK0590  STATE/COUNTY-  TX/SHERMAN
 GK0590  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK0590
 GK0590                         *CURRENT SURVEY CONTROL
 GK0590  ___________________________________________________________________
 GK0590* NAD 83(1986)-  36 08 18.     (N)    101 41 08.     (W)     SCALED    
 GK0590* NAVD 88     -      1040.056  (meters)    3412.25   (feet)  ADJUSTED  
 GK0590  ___________________________________________________________________
 GK0590  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 GK0590  DYNAMIC HT  -        1038.900 (meters)    3408.46  (feet)  COMP
 GK0590  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 GK0590
 GK0590  VERT ORDER  -  SECOND    CLASS 0
 GK0590
 GK0590.The horizontal coordinates were scaled from a topographic map and have
 GK0590.an estimated accuracy of +/- 6 seconds.
 GK0590
 GK0590.The orthometric height was determined by differential leveling
 GK0590.and adjusted by the National Geodetic Survey in June 1991..
 GK0590
 GK0590.The geoid height was determined by GEOID03.
 GK0590
 GK0590.The dynamic height is computed by dividing the NAVD 88
 GK0590.geopotential number by the normal gravity value computed on the
 GK0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0590.degrees latitude (g = 980.6199 gals.).
 GK0590
 GK0590.The modeled gravity was interpolated from observed gravity values.
 GK0590
 GK0590;                    North         East    Units  Estimated Accuracy
 GK0590;SPC TX N     - 1,237,240.      183,300.      MT  (+/- 180 meters Scaled)
 GK0590
 GK0590                          SUPERSEDED SURVEY CONTROL
 GK0590
 GK0590  NGVD 29 (??/??/92) 1039.571  (m)         3410.66   (f) ADJ UNCH    2 0
 GK0590
 GK0590.Superseded values are not recommended for survey control.
 GK0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0590.See file dsdata.txt to determine how the superseded data were derived.
 GK0590
 GK0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF583026(NAD 83)
 GK0590_MARKER: DB = BENCH MARK DISK
 GK0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0590_STAMPING: V 372 1943 RESET 1951
 GK0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0590+STABILITY: SURFACE MOTION
 GK0590
 GK0590  HISTORY     - Date     Condition        Report By
 GK0590  HISTORY     - 1951     MONUMENTED       CGS
 GK0590  HISTORY     - 1952     GOOD             NGS
 GK0590
 GK0590                          STATION DESCRIPTION
 GK0590
 GK0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0590'16.0 MI NE FROM SUNRAY.
 GK0590'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0590'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 8.0 MILES EAST ALONG FARM
 GK0590'ROAD 1573, 0.1 MILE EAST OF A ROAD LEADING NORTH, 49 FEET SOUTH OF THE
 GK0590'CENTER LINE OF THE FARM ROAD, 2 FEET NORTH OF A FENCE CORNER, IN LINE
 GK0590'WITH A NORTH AND SOUTH FENCE, 1.8 FEET WEST OF A WITNESS POST, SET IN
 GK0590'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0471 ***********************************************************************
 FM0471  DESIGNATION -  V 374
 FM0471  PID         -  FM0471
 FM0471  STATE/COUNTY-  TX/HARTLEY
 FM0471  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0471
 FM0471                         *CURRENT SURVEY CONTROL
 FM0471  ___________________________________________________________________
 FM0471* NAD 83(1986)-  35 38 52.     (N)    102 40 22.     (W)     SCALED    
 FM0471* NAVD 88     -      1149.185  (meters)    3770.28   (feet)  ADJUSTED  
 FM0471  ___________________________________________________________________
 FM0471  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 FM0471  DYNAMIC HT  -        1147.840 (meters)    3765.87  (feet)  COMP
 FM0471  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 FM0471
 FM0471  VERT ORDER  -  SECOND    CLASS 0
 FM0471
 FM0471.The horizontal coordinates were scaled from a topographic map and have
 FM0471.an estimated accuracy of +/- 6 seconds.
 FM0471
 FM0471.The orthometric height was determined by differential leveling
 FM0471.and adjusted by the National Geodetic Survey in June 1991..
 FM0471
 FM0471.The geoid height was determined by GEOID03.
 FM0471
 FM0471.The dynamic height is computed by dividing the NAVD 88
 FM0471.geopotential number by the normal gravity value computed on the
 FM0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0471.degrees latitude (g = 980.6199 gals.).
 FM0471
 FM0471.The modeled gravity was interpolated from observed gravity values.
 FM0471
 FM0471;                    North         East    Units  Estimated Accuracy
 FM0471;SPC TX N     - 1,183,430.       93,800.      MT  (+/- 180 meters Scaled)
 FM0471
 FM0471                          SUPERSEDED SURVEY CONTROL
 FM0471
 FM0471  NGVD 29 (??/??/92) 1148.670  (m)         3768.59   (f) ADJ UNCH    2 0
 FM0471
 FM0471.Superseded values are not recommended for survey control.
 FM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0471.See file dsdata.txt to determine how the superseded data were derived.
 FM0471
 FM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV106473(NAD 83)
 FM0471_MARKER: DB = BENCH MARK DISK
 FM0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0471_STAMPING: V 374 1943
 FM0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0471+STABILITY: SURFACE MOTION
 FM0471
 FM0471  HISTORY     - Date     Condition        Report By
 FM0471  HISTORY     - 1943     MONUMENTED       CGS
 FM0471  HISTORY     - 1971     GOOD             USGS
 FM0471
 FM0471                          STATION DESCRIPTION
 FM0471
 FM0471'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0471'16.7 MI SE FROM ROMERO.
 FM0471'TO REACH THE MARK FROM ROMERO, TEXAS, GO NORTHEAST FOR 1.2 MILES ALONG
 FM0471'US HWY 54 TO THE JUNCTION OF TEXAS FARM ROAD 767.  THENCE SOUTHEAST
 FM0471'ALONG FM 767 FOR 14.3 MILES TO A JUNCTION WITH A DIRT ROAD SOUTH.
 FM0471'THENCE 1.2 MILES SOUTH ALONG DIRT ROAD TO THE SUMMIT OF A HILL AND THE
 FM0471'MARK ON THE RIGHT. IT IS 42 FEET WEST OF THE CENTERLINE OF THE ROAD. A
 FM0471'STANDARD DISK STAMPED V 374 1934 AND SET IN THE TOP OF A CONCRETE
 FM0471'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0187 ***********************************************************************
 FM0187  DESIGNATION -  V 375 RESET 1947
 FM0187  PID         -  FM0187
 FM0187  STATE/COUNTY-  TX/HARTLEY
 FM0187  USGS QUAD   -  CHANNING (1971)
 FM0187
 FM0187                         *CURRENT SURVEY CONTROL
 FM0187  ___________________________________________________________________
 FM0187* NAD 83(1986)-  35 40 31.     (N)    102 16 50.     (W)     SCALED    
 FM0187* NAVD 88     -      1097.69   (meters)    3601.3    (feet)  RESET     
 FM0187  ___________________________________________________________________
 FM0187  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 FM0187
 FM0187  VERT ORDER  -  THIRD
 FM0187
 FM0187.The horizontal coordinates were scaled from a topographic map and have
 FM0187.an estimated accuracy of +/- 6 seconds.
 FM0187
 FM0187.The orthometric height was computed from unverified reset data.
 FM0187
 FM0187.The geoid height was determined by GEOID03.
 FM0187
 FM0187;                    North         East    Units  Estimated Accuracy
 FM0187;SPC TX N     - 1,186,130.      129,340.      MT  (+/- 180 meters Scaled)
 FM0187
 FM0187                          SUPERSEDED SURVEY CONTROL
 FM0187
 FM0187.No superseded survey control is available for this station.
 FM0187
 FM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV461513(NAD 83)
 FM0187_MARKER: DB = BENCH MARK DISK
 FM0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0187_STAMPING: V 375 RESET 1947
 FM0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0187+STABILITY: SURFACE MOTION
 FM0187
 FM0187  HISTORY     - Date     Condition        Report By
 FM0187  HISTORY     - 1947     MONUMENTED       CGS
 FM0187
 FM0187                          STATION DESCRIPTION
 FM0187
 FM0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FM0187'3.2 MI E FROM CHANNING.
 FM0187'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY NO. 354, FROM THE POST OFFICE
 FM0187'AT CHANNING, HARTLEY COUNTY, AT THE BOTTOM OF A SMALL VALLEY. IT IS 2
 FM0187'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  THIS MARK IS 1.042 FT.
 FM0187'HIGHER THAN THE ORIGINAL MARK-CHM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0208 ***********************************************************************
 FM0208  DESIGNATION -  V 376
 FM0208  PID         -  FM0208
 FM0208  STATE/COUNTY-  TX/HARTLEY
 FM0208  USGS QUAD   -  CHANNING (1971)
 FM0208
 FM0208                         *CURRENT SURVEY CONTROL
 FM0208  ___________________________________________________________________
 FM0208* NAD 83(1986)-  35 41 32.     (N)    102 20 50.     (W)     SCALED    
 FM0208* NAVD 88     -      1148.608  (meters)    3768.39   (feet)  ADJUSTED  
 FM0208  ___________________________________________________________________
 FM0208  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 FM0208  DYNAMIC HT  -        1147.251 (meters)    3763.94  (feet)  COMP
 FM0208  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 FM0208
 FM0208  VERT ORDER  -  SECOND    CLASS 0
 FM0208
 FM0208.The horizontal coordinates were scaled from a topographic map and have
 FM0208.an estimated accuracy of +/- 6 seconds.
 FM0208
 FM0208.The orthometric height was determined by differential leveling
 FM0208.and adjusted by the National Geodetic Survey in June 1991..
 FM0208
 FM0208.The geoid height was determined by GEOID03.
 FM0208
 FM0208.The dynamic height is computed by dividing the NAVD 88
 FM0208.geopotential number by the normal gravity value computed on the
 FM0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0208.degrees latitude (g = 980.6199 gals.).
 FM0208
 FM0208.The modeled gravity was interpolated from observed gravity values.
 FM0208
 FM0208;                    North         East    Units  Estimated Accuracy
 FM0208;SPC TX N     - 1,188,060.      123,320.      MT  (+/- 180 meters Scaled)
 FM0208
 FM0208                          SUPERSEDED SURVEY CONTROL
 FM0208
 FM0208  NGVD 29 (??/??/92) 1148.056  (m)         3766.58   (f) ADJ UNCH    2 0
 FM0208
 FM0208.Superseded values are not recommended for survey control.
 FM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0208.See file dsdata.txt to determine how the superseded data were derived.
 FM0208
 FM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV400530(NAD 83)
 FM0208_MARKER: DB = BENCH MARK DISK
 FM0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0208_STAMPING: V 376 1943
 FM0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0208+STABILITY: SURFACE MOTION
 FM0208
 FM0208  HISTORY     - Date     Condition        Report By
 FM0208  HISTORY     - 1943     MONUMENTED       CGS
 FM0208  HISTORY     - 1972     GOOD             USGS
 FM0208  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0208
 FM0208                          STATION DESCRIPTION
 FM0208
 FM0208'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FM0208'1.4 MI NW FROM CHANNING.
 FM0208'CHANNING, INTERSECTION OF U.S. HWY. 385 AND TEXAS STATE HWY. 354. 1.0
 FM0208'MILES WEST ALONG STATE HWY. 354, 0.4 MILES NORTH ALONG FENCE TO
 FM0208'CORNER.  10 FT. SOUTH OF FENCE CORNER.  1.5 FT. WEST OF NORTH-SOUTH
 FM0208'FENCE.  A STANDARD DISK STAMPED V 376 1943 AND SET IN TOP OF A
 FM0208'CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
 FM0208
 FM0208                          STATION RECOVERY (1985)
 FM0208
 FM0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1350 ***********************************************************************
 FL1350  DESIGNATION -  V 377 RESET 1947
 FL1350  PID         -  FL1350
 FL1350  STATE/COUNTY-  TX/MOORE
 FL1350  USGS QUAD   -  MASTERSON (1953)
 FL1350
 FL1350                         *CURRENT SURVEY CONTROL
 FL1350  ___________________________________________________________________
 FL1350* NAD 83(1986)-  35 41 26.     (N)    101 59 45.     (W)     SCALED    
 FL1350* NAVD 88     -      1131.15   (meters)    3711.1    (feet)  RESET     
 FL1350  ___________________________________________________________________
 FL1350  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1350
 FL1350  VERT ORDER  -  THIRD
 FL1350
 FL1350.The horizontal coordinates were scaled from a topographic map and have
 FL1350.an estimated accuracy of +/- 6 seconds.
 FL1350
 FL1350.The orthometric height was computed from unverified reset data.
 FL1350
 FL1350.The geoid height was determined by GEOID03.
 FL1350
 FL1350;                    North         East    Units  Estimated Accuracy
 FL1350;SPC TX N     - 1,187,660.      155,120.      MT  (+/- 180 meters Scaled)
 FL1350
 FL1350                          SUPERSEDED SURVEY CONTROL
 FL1350
 FL1350.No superseded survey control is available for this station.
 FL1350
 FL1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE289537(NAD 83)
 FL1350_MARKER: DB = BENCH MARK DISK
 FL1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1350_STAMPING: V 377 RESET 1947
 FL1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1350+STABILITY: SURFACE MOTION
 FL1350
 FL1350  HISTORY     - Date     Condition        Report By
 FL1350  HISTORY     - 1947     MONUMENTED       CGS
 FL1350
 FL1350                          STATION DESCRIPTION
 FL1350
 FL1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FL1350'13.8 MI SW FROM DUMAS.
 FL1350'ABOUT 12 MILES SOUTH ALONG HIGHWAY NO. 287 FROM THE COURTHOUSE IN
 FL1350'DUMAS, MOORE COUNTY, THEN WEST 01.8 MILES ALONG STATE HIGHWAY 354. IT
 FL1350'IS 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 25 FEET WEST OF A
 FL1350'GATE LEADING INTO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0183 ***********************************************************************
 FL0183  DESIGNATION -  V 378
 FL0183  PID         -  FL0183
 FL0183  STATE/COUNTY-  TX/WHEELER
 FL0183  USGS QUAD   -  RAMSDELL (1963)
 FL0183
 FL0183                         *CURRENT SURVEY CONTROL
 FL0183  ___________________________________________________________________
 FL0183* NAD 83(1986)-  35 11 17.     (N)    100 28 07.     (W)     SCALED    
 FL0183* NAVD 88     -       797.190  (meters)    2615.45   (feet)  ADJUSTED  
 FL0183  ___________________________________________________________________
 FL0183  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL0183  DYNAMIC HT  -         796.331 (meters)    2612.63  (feet)  COMP
 FL0183  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 FL0183
 FL0183  VERT ORDER  -  FIRST     CLASS II
 FL0183
 FL0183.The horizontal coordinates were scaled from a topographic map and have
 FL0183.an estimated accuracy of +/- 6 seconds.
 FL0183
 FL0183.The orthometric height was determined by differential leveling
 FL0183.and adjusted by the National Geodetic Survey in June 1991..
 FL0183.WARNING-Repeat measurements at this control monument indicate possible
 FL0183.vertical movement.
 FL0183
 FL0183.The geoid height was determined by GEOID03.
 FL0183
 FL0183.The dynamic height is computed by dividing the NAVD 88
 FL0183.geopotential number by the normal gravity value computed on the
 FL0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0183.degrees latitude (g = 980.6199 gals.).
 FL0183
 FL0183.The modeled gravity was interpolated from observed gravity values.
 FL0183
 FL0183;                    North         East    Units  Estimated Accuracy
 FL0183;SPC TX N     - 1,132,290.      293,930.      MT  (+/- 180 meters Scaled)
 FL0183
 FL0183                          SUPERSEDED SURVEY CONTROL
 FL0183
 FL0183  NGVD 29 (??/??/92)  796.876  (m)         2614.42   (f) ADJ UNCH    1 2
 FL0183
 FL0183.Superseded values are not recommended for survey control.
 FL0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0183.See file dsdata.txt to determine how the superseded data were derived.
 FL0183
 FL0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD662948(NAD 83)
 FL0183_MARKER: DB = BENCH MARK DISK
 FL0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0183_STAMPING: V 378 1943
 FL0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0183+STABILITY: SURFACE MOTION
 FL0183
 FL0183  HISTORY     - Date     Condition        Report By
 FL0183  HISTORY     - 1943     MONUMENTED       CGS
 FL0183  HISTORY     - 1953     GOOD             NGS
 FL0183
 FL0183                          STATION DESCRIPTION
 FL0183
 FL0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0183'8.7 MI E FROM MCLEAN.
 FL0183'8.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0183'FROM THE STATION AT MCLEAN, 17 1/2 POLES WEST OF MILEPOST 678, 0.1
 FL0183'MILE NORTH OF A WHITE STUCCO HOUSE, 45 FEET SOUTH OF THE SOUTH RAIL, 3
 FL0183'FEET NORTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, 4 FEET ABOVE
 FL0183'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FL0183'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0536 ***********************************************************************
 FL0536  DESIGNATION -  V 379
 FL0536  PID         -  FL0536
 FL0536  STATE/COUNTY-  TX/GRAY
 FL0536  USGS QUAD   -  HOOVER (1967)
 FL0536
 FL0536                         *CURRENT SURVEY CONTROL
 FL0536  ___________________________________________________________________
 FL0536* NAD 83(1986)-  35 31 10.     (N)    100 45 26.     (W)     SCALED    
 FL0536* NAVD 88     -       955.423  (meters)    3134.58   (feet)  ADJUSTED  
 FL0536  ___________________________________________________________________
 FL0536  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0536  DYNAMIC HT  -         954.378 (meters)    3131.16  (feet)  COMP
 FL0536  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 FL0536
 FL0536  VERT ORDER  -  SECOND    CLASS 0
 FL0536
 FL0536.The horizontal coordinates were scaled from a topographic map and have
 FL0536.an estimated accuracy of +/- 6 seconds.
 FL0536
 FL0536.The orthometric height was determined by differential leveling
 FL0536.and adjusted by the National Geodetic Survey in June 1991..
 FL0536
 FL0536.The geoid height was determined by GEOID03.
 FL0536
 FL0536.The dynamic height is computed by dividing the NAVD 88
 FL0536.geopotential number by the normal gravity value computed on the
 FL0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0536.degrees latitude (g = 980.6199 gals.).
 FL0536
 FL0536.The modeled gravity was interpolated from observed gravity values.
 FL0536
 FL0536;                    North         East    Units  Estimated Accuracy
 FL0536;SPC TX N     - 1,168,820.      267,370.      MT  (+/- 180 meters Scaled)
 FL0536
 FL0536                          SUPERSEDED SURVEY CONTROL
 FL0536
 FL0536  NGVD 29 (??/??/92)  955.028  (m)         3133.29   (f) ADJ UNCH    2 0
 FL0536
 FL0536.Superseded values are not recommended for survey control.
 FL0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0536.See file dsdata.txt to determine how the superseded data were derived.
 FL0536
 FL0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE406320(NAD 83)
 FL0536_MARKER: DB = BENCH MARK DISK
 FL0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0536_STAMPING: V 379 1943
 FL0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0536+STABILITY: SURFACE MOTION
 FL0536
 FL0536  HISTORY     - Date     Condition        Report By
 FL0536  HISTORY     - 1943     MONUMENTED       CGS
 FL0536
 FL0536                          STATION DESCRIPTION
 FL0536
 FL0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0536'8.4 MI NE FROM LEFORS.
 FL0536'THIS MARK IS ABOUT 2.0 MILES EAST AND 6.4 MILES NORTH ALONG GRADED
 FL0536'ROADS FROM THE POST OFFICE AT LEFORS, GRAY COUNTY, SET WHERE THE ROAD
 FL0536'MAKES A 0.7 MILE OFFSET TO THE EAST, 1.0 MILE SOUTH OF THE PAMPA AIR
 FL0536'BASE, 2.0 FEET NORTH OF A EAST-WEST FENCE, 32.0 FEET WEST OF A FENCE
 FL0536'CORNER, 29.0 FEET NORTH OF THE CENTER LINE OF A ROAD RUNNING EAST,
 FL0536'62.0 FEET EAST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 FL0536'4-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE
 FL0536'POST.  STAMPED V 379 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0668 ***********************************************************************
 GK0668  DESIGNATION -  V 380
 GK0668  PID         -  GK0668
 GK0668  STATE/COUNTY-  TX/MOORE
 GK0668  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0668
 GK0668                         *CURRENT SURVEY CONTROL
 GK0668  ___________________________________________________________________
 GK0668* NAD 83(1986)-  36 01 23.     (N)    101 38 59.     (W)     SCALED    
 GK0668* NAVD 88     -      1028.763  (meters)    3375.20   (feet)  ADJUSTED  
 GK0668  ___________________________________________________________________
 GK0668  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 GK0668  DYNAMIC HT  -        1027.609 (meters)    3371.41  (feet)  COMP
 GK0668  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 GK0668
 GK0668  VERT ORDER  -  SECOND    CLASS 0
 GK0668
 GK0668.The horizontal coordinates were scaled from a topographic map and have
 GK0668.an estimated accuracy of +/- 6 seconds.
 GK0668
 GK0668.The orthometric height was determined by differential leveling
 GK0668.and adjusted by the National Geodetic Survey in June 1991..
 GK0668
 GK0668.The geoid height was determined by GEOID03.
 GK0668
 GK0668.The dynamic height is computed by dividing the NAVD 88
 GK0668.geopotential number by the normal gravity value computed on the
 GK0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0668.degrees latitude (g = 980.6199 gals.).
 GK0668
 GK0668.The modeled gravity was interpolated from observed gravity values.
 GK0668
 GK0668;                    North         East    Units  Estimated Accuracy
 GK0668;SPC TX N     - 1,224,450.      186,510.      MT  (+/- 180 meters Scaled)
 GK0668
 GK0668                          SUPERSEDED SURVEY CONTROL
 GK0668
 GK0668  NGVD 29 (??/??/92) 1028.268  (m)         3373.58   (f) ADJ UNCH    2 0
 GK0668
 GK0668.Superseded values are not recommended for survey control.
 GK0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0668.See file dsdata.txt to determine how the superseded data were derived.
 GK0668
 GK0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE612897(NAD 83)
 GK0668_MARKER: DB = BENCH MARK DISK
 GK0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0668_STAMPING: V 380 1943
 GK0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0668+STABILITY: SURFACE MOTION
 GK0668
 GK0668  HISTORY     - Date     Condition        Report By
 GK0668  HISTORY     - 1943     MONUMENTED       CGS
 GK0668  HISTORY     - 1952     GOOD             NGS
 GK0668  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0668
 GK0668                          STATION DESCRIPTION
 GK0668
 GK0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0668'12.2 MI E FROM SUNRAY.
 GK0668'1.1 MILES SOUTHWEST ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND
 GK0668'AND PACIFIC RAILROAD STATION AT SUNRAY, THENCE 10.1 MILES EAST ALONG
 GK0668'FARM ROAD 281, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, 37 FEET
 GK0668'EAST OF THE CENTER LINE OF THE ROAD, 7 FEET EAST OF A FENCE, 2 FEET
 GK0668'SOUTH OF A FENCE LEADING EAST, 2 FEET WEST OF A WITNESS POST, SET IN
 GK0668'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 GK0668
 GK0668                          STATION RECOVERY (1971)
 GK0668
 GK0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0325 ***********************************************************************
 CA0325  DESIGNATION -  V 381
 CA0325  PID         -  CA0325
 CA0325  STATE/COUNTY-  TX/BROWN
 CA0325  USGS QUAD   -  OWENS (1978)
 CA0325
 CA0325                         *CURRENT SURVEY CONTROL
 CA0325  ___________________________________________________________________
 CA0325* NAD 83(1986)-  31 51 16.     (N)    098 59 13.     (W)     SCALED    
 CA0325* NAVD 88     -       458.610  (meters)    1504.62   (feet)  ADJUSTED  
 CA0325  ___________________________________________________________________
 CA0325  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CA0325  DYNAMIC HT  -         458.013 (meters)    1502.66  (feet)  COMP
 CA0325  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 CA0325
 CA0325  VERT ORDER  -  SECOND    CLASS 0
 CA0325
 CA0325.The horizontal coordinates were scaled from a topographic map and have
 CA0325.an estimated accuracy of +/- 6 seconds.
 CA0325
 CA0325.The orthometric height was determined by differential leveling
 CA0325.and adjusted by the National Geodetic Survey in June 1991..
 CA0325
 CA0325.The geoid height was determined by GEOID03.
 CA0325
 CA0325.The dynamic height is computed by dividing the NAVD 88
 CA0325.geopotential number by the normal gravity value computed on the
 CA0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0325.degrees latitude (g = 980.6199 gals.).
 CA0325
 CA0325.The modeled gravity was interpolated from observed gravity values.
 CA0325
 CA0325;                    North         East    Units  Estimated Accuracy
 CA0325;SPC TX C     - 3,243,310.      827,420.      MT  (+/- 180 meters Scaled)
 CA0325
 CA0325                          SUPERSEDED SURVEY CONTROL
 CA0325
 CA0325  NGVD 29 (??/??/92)  458.514  (m)         1504.31   (f) ADJ UNCH    2 0
 CA0325
 CA0325.Superseded values are not recommended for survey control.
 CA0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0325.See file dsdata.txt to determine how the superseded data were derived.
 CA0325
 CA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA012243(NAD 83)
 CA0325_MARKER: DB = BENCH MARK DISK
 CA0325_SETTING: 66 = SET IN ROCK OUTCROP
 CA0325_SP_SET: ROCK LEDGE
 CA0325_STAMPING: V 381 1943
 CA0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0325+STABILITY: POSITION/ELEVATION WELL
 CA0325
 CA0325  HISTORY     - Date     Condition        Report By
 CA0325  HISTORY     - 1943     MONUMENTED       CGS
 CA0325
 CA0325                          STATION DESCRIPTION
 CA0325
 CA0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0325'4.6 MI S FROM HOLDER.
 CA0325'1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE GENERAL STORE AT HOLDER,
 CA0325'THENCE 0.3 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.8 MILES
 CA0325'SOUTH ALONG A RANCH ROAD, ON THE MARION BAUGH RANCH, ABOUT 100 YARDS
 CA0325'SOUTH OF A GATE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 FEET
 CA0325'NORTHEAST OF THE CENTER OF A SMALL STREAM BED, AND 11 FEET SOUTHEAST
 CA0325'OF A WHITE REFERENCE POST.  A DISK, SET IN THE TOP OF AN OUTCROPPING
 CA0325'ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0487 ***********************************************************************
 CA0487  DESIGNATION -  V 382 RESET 1964
 CA0487  PID         -  CA0487
 CA0487  STATE/COUNTY-  TX/BROWN
 CA0487  USGS QUAD   -  BURKETT (1977)
 CA0487
 CA0487                         *CURRENT SURVEY CONTROL
 CA0487  ___________________________________________________________________
 CA0487* NAD 83(1986)-  31 58 26.     (N)    099 07 50.     (W)     SCALED    
 CA0487* NAVD 88     -       450.47   (meters)    1477.9    (feet)  RESET     
 CA0487  ___________________________________________________________________
 CA0487  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CA0487
 CA0487  VERT ORDER  -  THIRD
 CA0487
 CA0487.The horizontal coordinates were scaled from a topographic map and have
 CA0487.an estimated accuracy of +/- 6 seconds.
 CA0487
 CA0487.The orthometric height was computed from unverified reset data.
 CA0487
 CA0487.The geoid height was determined by GEOID03.
 CA0487
 CA0487;                    North         East    Units  Estimated Accuracy
 CA0487;SPC TX C     - 3,256,400.      813,690.      MT  (+/- 180 meters Scaled)
 CA0487
 CA0487                          SUPERSEDED SURVEY CONTROL
 CA0487
 CA0487.No superseded survey control is available for this station.
 CA0487
 CA0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA876375(NAD 83)
 CA0487_MARKER: DB = BENCH MARK DISK
 CA0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0487_STAMPING: V 382 RESET 1964
 CA0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0487+STABILITY: SURFACE MOTION
 CA0487
 CA0487  HISTORY     - Date     Condition        Report By
 CA0487  HISTORY     - 1964     MONUMENTED       CGS
 CA0487
 CA0487                          STATION DESCRIPTION
 CA0487
 CA0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CA0487'3.1 MI S FROM CROSSCUT.
 CA0487'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 279 FROM THE VILLAGE OF
 CA0487'CROSSCUT, BROWN COUNTY, TO BENCH MARK ON THE RIGHT, JUST BEFORE
 CA0487'CROSSING THE BRIDGE OVER PECAN BAYOU, ABOUT 50 YARDS NORTH OF THE
 CA0487'NORTH BANK OF PECAN BAYOU AND 7 FEET BELOW THE ROAD, 80 FEET NORTHWEST
 CA0487'OF THE NORTHWEST CORNER OF BRIDGE, 49 FEET WEST OF THE CENTER LINE OF
 CA0487'THE HIGHWAY, 13 FEET SOUTH OF A T-FENCE CORNER, 3 FEET SOUTH OF A
 CA0487'POWER LINE POLE, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 CA0487'NORTH OF A METAL WITNESS POST.  A STANDARD DISK STAMPED V 382 RESET
 CA0487'1964 AND SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 8
 CA0487'INCHES.  (ELEVATION- 1,477.545 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2208 ***********************************************************************
 CS2208  DESIGNATION -  V 383
 CS2208  PID         -  CS2208
 CS2208  STATE/COUNTY-  TX/BOSQUE
 CS2208  USGS QUAD   -  MORGAN (1977)
 CS2208
 CS2208                         *CURRENT SURVEY CONTROL
 CS2208  ___________________________________________________________________
 CS2208* NAD 83(1986)-  32 06 32.     (N)    097 30 48.     (W)     SCALED    
 CS2208* NAVD 88     -       201.539  (meters)     661.22   (feet)  ADJUSTED  
 CS2208  ___________________________________________________________________
 CS2208  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CS2208  DYNAMIC HT  -         201.290 (meters)     660.40  (feet)  COMP
 CS2208  MODELED GRAV-     979,401.8   (mgal)                       NAVD 88
 CS2208
 CS2208  VERT ORDER  -  SECOND    CLASS 0
 CS2208
 CS2208.The horizontal coordinates were scaled from a topographic map and have
 CS2208.an estimated accuracy of +/- 6 seconds.
 CS2208
 CS2208.The orthometric height was determined by differential leveling
 CS2208.and adjusted by the National Geodetic Survey in June 1991..
 CS2208
 CS2208.The geoid height was determined by GEOID03.
 CS2208
 CS2208.The dynamic height is computed by dividing the NAVD 88
 CS2208.geopotential number by the normal gravity value computed on the
 CS2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2208.degrees latitude (g = 980.6199 gals.).
 CS2208
 CS2208.The modeled gravity was interpolated from observed gravity values.
 CS2208
 CS2208;                    North         East    Units  Estimated Accuracy
 CS2208;SPC TX C     - 3,274,130.      966,150.      MT  (+/- 180 meters Scaled)
 CS2208
 CS2208                          SUPERSEDED SURVEY CONTROL
 CS2208
 CS2208  NGVD 29 (??/??/92)  201.515  (m)          661.14   (f) ADJ UNCH    2 0
 CS2208
 CS2208.Superseded values are not recommended for survey control.
 CS2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2208.See file dsdata.txt to determine how the superseded data were derived.
 CS2208
 CS2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA402534(NAD 83)
 CS2208_MARKER: DB = BENCH MARK DISK
 CS2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2208_STAMPING: V 383 1943
 CS2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2208+STABILITY: SURFACE MOTION
 CS2208
 CS2208  HISTORY     - Date     Condition        Report By
 CS2208  HISTORY     - 1943     MONUMENTED       CGS
 CS2208  HISTORY     - 20010317 GOOD             USPSQD
 CS2208
 CS2208                          STATION DESCRIPTION
 CS2208
 CS2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2208'3.5 MI N FROM KOPPERL.
 CS2208'1.0 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE BANK AT KOPPERL, 2.5
 CS2208'MILES NORTHWEST ALONG A GRAVEL ROAD, AT A Y INTERSECTION OF THE GRAVEL
 CS2208'ROAD AND A DIRT ROAD LEADING NORTHWEST, 46 FEET WEST OF THE CENTERLINE
 CS2208'OF THE GRAVEL ROAD, 30 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT
 CS2208'ROAD, 3 1/2 FEET WEST OF A FENCE CORNER POST, 1.6 FEET SOUTHWEST OF A
 CS2208'FENCE, AND 3 1/2 FEET SOUTHEAST OF A WHITE REFERENCE POST. A DISK SET
 CS2208'IN THE TOP OF A CONCRETE POST.
 CS2208
 CS2208                          STATION RECOVERY (2001)
 CS2208
 CS2208'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0392 ***********************************************************************
 CA0392  DESIGNATION -  V 384
 CA0392  PID         -  CA0392
 CA0392  STATE/COUNTY-  TX/BROWN
 CA0392  USGS QUAD   -  BANGS EAST (1987)
 CA0392
 CA0392                         *CURRENT SURVEY CONTROL
 CA0392  ___________________________________________________________________
 CA0392* NAD 83(1986)-  31 42 58.     (N)    099 07 04.     (W)     SCALED    
 CA0392* NAVD 88     -       496.378  (meters)    1628.53   (feet)  ADJUSTED  
 CA0392  ___________________________________________________________________
 CA0392  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CA0392  DYNAMIC HT  -         495.725 (meters)    1626.39  (feet)  COMP
 CA0392  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 CA0392
 CA0392  VERT ORDER  -  SECOND    CLASS 0
 CA0392
 CA0392.The horizontal coordinates were scaled from a topographic map and have
 CA0392.an estimated accuracy of +/- 6 seconds.
 CA0392
 CA0392.The orthometric height was determined by differential leveling
 CA0392.and adjusted by the National Geodetic Survey in June 1991..
 CA0392
 CA0392.The geoid height was determined by GEOID03.
 CA0392
 CA0392.The dynamic height is computed by dividing the NAVD 88
 CA0392.geopotential number by the normal gravity value computed on the
 CA0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0392.degrees latitude (g = 980.6199 gals.).
 CA0392
 CA0392.The modeled gravity was interpolated from observed gravity values.
 CA0392
 CA0392;                    North         East    Units  Estimated Accuracy
 CA0392;SPC TX C     - 3,227,830.      815,210.      MT  (+/- 180 meters Scaled)
 CA0392
 CA0392                          SUPERSEDED SURVEY CONTROL
 CA0392
 CA0392  NGVD 29 (??/??/92)  496.267  (m)         1628.17   (f) ADJ UNCH    2 0
 CA0392
 CA0392.Superseded values are not recommended for survey control.
 CA0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0392.See file dsdata.txt to determine how the superseded data were derived.
 CA0392
 CA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA888089(NAD 83)
 CA0392_MARKER: DB = BENCH MARK DISK
 CA0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0392_STAMPING: V 384 1944
 CA0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0392+STABILITY: SURFACE MOTION
 CA0392
 CA0392  HISTORY     - Date     Condition        Report By
 CA0392  HISTORY     - 1944     MONUMENTED       CGS
 CA0392  HISTORY     - 1961     MARK NOT FOUND   USGS
 CA0392  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0392
 CA0392                          STATION DESCRIPTION
 CA0392
 CA0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0392'0.7 MI E FROM BANGS.
 CA0392'0.7 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0392'STATION AT BANGS, BROWN COUNTY, AT A GRADED DIRT-ROAD CROSSING, 43.5
 CA0392'FEET SOUTH OF THE SOUTH RAIL, 42 FEET EAST OF THE CENTERLINE OF THE
 CA0392'ROAD, 2.8 FEET NORTH OF A FENCE, AND 3 FEET WEST OF A WHITE WOODEN
 CA0392'WITNESS POST.  A STANDARD DISK, STAMPED V 384 1944 AND SET IN THE TOP
 CA0392'OF A CONCRETE POST.
 CA0392
 CA0392                          STATION RECOVERY (1961)
 CA0392
 CA0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CA0392'MARK NOT FOUND.
 CA0392
 CA0392                          STATION RECOVERY (1982)
 CA0392
 CA0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0322 ***********************************************************************
 AY0322  DESIGNATION -  V 385
 AY0322  PID         -  AY0322
 AY0322  STATE/COUNTY-  TX/BEXAR
 AY0322  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0322
 AY0322                         *CURRENT SURVEY CONTROL
 AY0322  ___________________________________________________________________
 AY0322* NAD 83(1986)-  29 22 36.     (N)    098 28 52.     (W)     SCALED    
 AY0322* NAVD 88     -       179.969  (meters)     590.45   (feet)  ADJUSTED  
 AY0322  ___________________________________________________________________
 AY0322  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AY0322  DYNAMIC HT  -         179.708 (meters)     589.59  (feet)  COMP
 AY0322  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 AY0322
 AY0322  VERT ORDER  -  FIRST     CLASS II
 AY0322
 AY0322.The horizontal coordinates were scaled from a topographic map and have
 AY0322.an estimated accuracy of +/- 6 seconds.
 AY0322
 AY0322.The orthometric height was determined by differential leveling
 AY0322.and adjusted by the National Geodetic Survey in June 1991..
 AY0322
 AY0322.The geoid height was determined by GEOID03.
 AY0322
 AY0322.The dynamic height is computed by dividing the NAVD 88
 AY0322.geopotential number by the normal gravity value computed on the
 AY0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0322.degrees latitude (g = 980.6199 gals.).
 AY0322
 AY0322.The modeled gravity was interpolated from observed gravity values.
 AY0322
 AY0322;                    North         East    Units  Estimated Accuracy
 AY0322;SPC TXSC     - 4,171,150.      650,370.      MT  (+/- 180 meters Scaled)
 AY0322
 AY0322                          SUPERSEDED SURVEY CONTROL
 AY0322
 AY0322.No superseded survey control is available for this station.
 AY0322
 AY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT503498(NAD 83)
 AY0322_MARKER: DB = BENCH MARK DISK
 AY0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0322_SP_SET: GUARDRAIL BASE
 AY0322_STAMPING: V 385 1946
 AY0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0322+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AY0322
 AY0322  HISTORY     - Date     Condition        Report By
 AY0322  HISTORY     - 1946     MONUMENTED       CGS
 AY0322  HISTORY     - 1953     GOOD             DOD
 AY0322  HISTORY     - 1980     GOOD             NGS
 AY0322  HISTORY     - 19950524 GOOD             USPSQD
 AY0322  HISTORY     - 20041027 GOOD             USPSQD
 AY0322
 AY0322                          STATION DESCRIPTION
 AY0322
 AY0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0322'IN SAN ANTONIO.
 AY0322'AT SAN ANTONIO, AT THE ROOSEVELT AVENUE (U. S. HIGHWAY 281) BRIDGE
 AY0322'OVER THE SAN ANTONIO RIVER, 38.3 FEET SOUTH OF THE NORTH END OF THE
 AY0322'CONCRETE GUARD RAIL ALONG THE EAST SIDE OF THE BRIDGE, SET IN THE TOP
 AY0322'OF THE GUARD RAIL BASE AT POINT WHERE THERE IS AN OFF-SET IN THE RAIL,
 AY0322'BELOW A BRONZE TABLET DESIGNATING THE BRIDGE AS MRS. FRANK W. SMALL
 AY0322'BRIDGE, ABOUT 1.5 FOOT ABOVE THE LEVEL OF THE BRIDGE.
 AY0322
 AY0322                          STATION RECOVERY (1953)
 AY0322
 AY0322'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1953
 AY0322'RECOVERED IN GOOD CONDITION.
 AY0322
 AY0322                          STATION RECOVERY (1980)
 AY0322
 AY0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0322'RECOVERED IN GOOD CONDITION.
 AY0322
 AY0322                          STATION RECOVERY (1995)
 AY0322
 AY0322'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0322'RECOVERED IN GOOD CONDITION.
 AY0322
 AY0322                          STATION RECOVERY (2004)
 AY0322
 AY0322'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0524 ***********************************************************************
 CS0524  DESIGNATION -  V 386
 CS0524  PID         -  CS0524
 CS0524  STATE/COUNTY-  TX/NAVARRO
 CS0524  USGS QUAD   -  CHATFIELD (1961)
 CS0524
 CS0524                         *CURRENT SURVEY CONTROL
 CS0524  ___________________________________________________________________
 CS0524* NAD 83(1986)-  32 11 09.     (N)    096 23 04.     (W)     SCALED    
 CS0524* NAVD 88     -       130.149  (meters)     427.00   (feet)  ADJUSTED  
 CS0524  ___________________________________________________________________
 CS0524  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0524  DYNAMIC HT  -         129.998 (meters)     426.50  (feet)  COMP
 CS0524  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 CS0524
 CS0524  VERT ORDER  -  SECOND    CLASS 0
 CS0524
 CS0524.The horizontal coordinates were scaled from a topographic map and have
 CS0524.an estimated accuracy of +/- 6 seconds.
 CS0524
 CS0524.The orthometric height was determined by differential leveling
 CS0524.and adjusted by the National Geodetic Survey in June 1991..
 CS0524
 CS0524.The geoid height was determined by GEOID03.
 CS0524
 CS0524.The dynamic height is computed by dividing the NAVD 88
 CS0524.geopotential number by the normal gravity value computed on the
 CS0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0524.degrees latitude (g = 980.6199 gals.).
 CS0524
 CS0524.The modeled gravity was interpolated from observed gravity values.
 CS0524
 CS0524;                    North         East    Units  Estimated Accuracy
 CS0524;SPC TXNC     - 2,059,580.      799,490.      MT  (+/- 180 meters Scaled)
 CS0524
 CS0524                          SUPERSEDED SURVEY CONTROL
 CS0524
 CS0524  NGVD 29 (??/??/92)  130.15   (m)          427.0    (f) COMPUTED    2 0
 CS0524
 CS0524.Superseded values are not recommended for survey control.
 CS0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0524.See file dsdata.txt to determine how the superseded data were derived.
 CS0524
 CS0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA465640(NAD 83)
 CS0524_MARKER: DB = BENCH MARK DISK
 CS0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0524_STAMPING: V 386 1946
 CS0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0524+STABILITY: SURFACE MOTION
 CS0524
 CS0524  HISTORY     - Date     Condition        Report By
 CS0524  HISTORY     - 1946     MONUMENTED       CGS
 CS0524
 CS0524                          STATION DESCRIPTION
 CS0524
 CS0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0524'1.15 MI NW FROM ROANE.
 CS0524'TO REACH FROM THE POST OFFICE AT ROANE, PROCEED 0.25 MILE NORTHEAST
 CS0524'ALONG A CONCRETE ROAD, THENCE 0.9 MILE NORTHWEST ALONG A COUNTY DIRT
 CS0524'ROAD, BENCH MARK IS 0.1 MILE SOUTHEAST OF AND ACROSS THE ROAD FROM THE
 CS0524'JUNCTION OF A DIRT ROAD LEADING NORTHEAST, 28.0 FEET SOUTHWEST OF THE
 CS0524'CENTER OF THE ROAD, 25.0 FEET NORTHWEST OF A 1-FOOT MESQUITE TREE
 CS0524'WHICH IS BEING USED FOR A FENCE CORNER POST, 2.0 FEET SOUTHEAST OF A
 CS0524'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 CS0524'ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1913 ***********************************************************************
 BY1913  DESIGNATION -  V 388
 BY1913  PID         -  BY1913
 BY1913  STATE/COUNTY-  TX/MADISON
 BY1913  USGS QUAD   -  LEONA SW (1964)
 BY1913
 BY1913                         *CURRENT SURVEY CONTROL
 BY1913  ___________________________________________________________________
 BY1913* NAD 83(1986)-  31 05 08.     (N)    095 59 22.     (W)     SCALED    
 BY1913* NAVD 88     -       101.84   (+/-2cm)     334.1    (feet)  VERTCON   
 BY1913  ___________________________________________________________________
 BY1913  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY1913
 BY1913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1913
 BY1913.The horizontal coordinates were scaled from a topographic map and have
 BY1913.an estimated accuracy of +/- 6 seconds.
 BY1913
 BY1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1913.The vertical order pertains to the NGVD 29 superseded value.
 BY1913
 BY1913.The geoid height was determined by GEOID03.
 BY1913
 BY1913;                    North         East    Units  Estimated Accuracy
 BY1913;SPC TX C     - 3,165,380.    1,114,340.      MT  (+/- 180 meters Scaled)
 BY1913
 BY1913                          SUPERSEDED SURVEY CONTROL
 BY1913
 BY1913  NGVD 29 (??/??/92)  101.827  (m)          334.08   (f) ADJ UNCH    2 0
 BY1913
 BY1913.Superseded values are not recommended for survey control.
 BY1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1913.See file dsdata.txt to determine how the superseded data were derived.
 BY1913
 BY1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ148429(NAD 83)
 BY1913_MARKER: DB = BENCH MARK DISK
 BY1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1913_STAMPING: V 388 1947
 BY1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1913+STABILITY: SURFACE MOTION
 BY1913
 BY1913  HISTORY     - Date     Condition        Report By
 BY1913  HISTORY     - 1947     MONUMENTED       CGS
 BY1913  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1913
 BY1913                          STATION DESCRIPTION
 BY1913
 BY1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1913'9.1 MI NE FROM NORMANGEE.
 BY1913'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BY1913'GO EAST 0.3 MILE ALONG A GRAVELED ROAD, THENCE NORTHEAST 8.8 MILES
 BY1913'ALONG STATE OSR HIGHWAY TO SITE OF MARK, BENCH MARK IS ABOUT 71 YARDS
 BY1913'SOUTHWEST OF A FENCE CORNER, 159.5 FEET NORTHEAST OF THE SOUTHEAST END
 BY1913'OF A CORRUGATED IRON CULVERT, 47.6 FEET SOUTHEAST OF AND ABOUT LEVEL
 BY1913'WITH THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTHWEST OF A FENCE AND
 BY1913'1.5 FEET SOUTHWEST OF A 4 X 4 IN. MARKER POST. A BRONZE BENCH MARK
 BY1913'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 BY1913'ABOVE GROUND.
 BY1913
 BY1913                          STATION RECOVERY (1996)
 BY1913
 BY1913'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1922 ***********************************************************************
 BY1922  DESIGNATION -  V 389
 BY1922  PID         -  BY1922
 BY1922  STATE/COUNTY-  TX/MADISON
 BY1922  USGS QUAD   -  ELWOOD (1972)
 BY1922
 BY1922                         *CURRENT SURVEY CONTROL
 BY1922  ___________________________________________________________________
 BY1922* NAD 83(1986)-  31 04 21.     (N)    095 50 43.     (W)     SCALED    
 BY1922* NAVD 88     -        92.72   (+/-2cm)     304.2    (feet)  VERTCON   
 BY1922  ___________________________________________________________________
 BY1922  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1922
 BY1922  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1922
 BY1922.The horizontal coordinates were scaled from a topographic map and have
 BY1922.an estimated accuracy of +/- 6 seconds.
 BY1922
 BY1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1922.The vertical order pertains to the NGVD 29 superseded value.
 BY1922
 BY1922.The geoid height was determined by GEOID03.
 BY1922
 BY1922;                    North         East    Units  Estimated Accuracy
 BY1922;SPC TX C     - 3,164,480.    1,128,140.      MT  (+/- 180 meters Scaled)
 BY1922
 BY1922                          SUPERSEDED SURVEY CONTROL
 BY1922
 BY1922  NGVD 29 (??/??/92)   92.715  (m)          304.18   (f) ADJ UNCH    2 0
 BY1922
 BY1922.Superseded values are not recommended for survey control.
 BY1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1922.See file dsdata.txt to determine how the superseded data were derived.
 BY1922
 BY1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ285411(NAD 83)
 BY1922_MARKER: DB = BENCH MARK DISK
 BY1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1922_STAMPING: V 389 1947
 BY1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1922+STABILITY: SURFACE MOTION
 BY1922
 BY1922  HISTORY     - Date     Condition        Report By
 BY1922  HISTORY     - 1947     MONUMENTED       CGS
 BY1922
 BY1922                          STATION DESCRIPTION
 BY1922
 BY1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1922'2.4 MI NW FROM ELWOOD.
 BY1922'ABOUT 2.4 MILES NORTHWEST ALONG STATE OSR HIGHWAY FROM THE ELWOOD
 BY1922'SCHOOL AT ELWOOD, ABOUT 75 YARDS SOUTHEAST OF A FARMHOUSE, 58.0 FEET
 BY1922'NORTHEAST OF A TWELVE INCH OAK TREE, 52.7 FEET NORTH OF AND ABOUT
 BY1922'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 7.6 FEET EAST OF A FENCE
 BY1922'CORNER, 2.0 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4 IN.
 BY1922'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1922'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1217 ***********************************************************************
 AN1217  DESIGNATION -  V 39
 AN1217  PID         -  AN1217
 AN1217  STATE/COUNTY-  TX/REFUGIO
 AN1217  USGS QUAD   -  CRANELL (1978)
 AN1217
 AN1217                         *CURRENT SURVEY CONTROL
 AN1217  ___________________________________________________________________
 AN1217* NAD 83(1986)-  28 10 55.     (N)    097 22 49.     (W)     SCALED    
 AN1217* NAVD 88     -        13.527  (meters)      44.38   (feet)  ADJUSTED  
 AN1217  ___________________________________________________________________
 AN1217  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN1217  DYNAMIC HT  -          13.506 (meters)      44.31  (feet)  COMP
 AN1217  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 AN1217
 AN1217  VERT ORDER  -  FIRST     CLASS II
 AN1217
 AN1217.The horizontal coordinates were scaled from a topographic map and have
 AN1217.an estimated accuracy of +/- 6 seconds.
 AN1217
 AN1217.The orthometric height was determined by differential leveling
 AN1217.and adjusted by the National Geodetic Survey in June 1991..
 AN1217.WARNING-Repeat measurements at this control monument indicate possible
 AN1217.vertical movement.
 AN1217
 AN1217.The geoid height was determined by GEOID03.
 AN1217
 AN1217.The dynamic height is computed by dividing the NAVD 88
 AN1217.geopotential number by the normal gravity value computed on the
 AN1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1217.degrees latitude (g = 980.6199 gals.).
 AN1217
 AN1217.The modeled gravity was interpolated from observed gravity values.
 AN1217
 AN1217;                    North         East    Units  Estimated Accuracy
 AN1217;SPC TXSC     - 4,039,740.      759,060.      MT  (+/- 180 meters Scaled)
 AN1217
 AN1217                          SUPERSEDED SURVEY CONTROL
 AN1217
 AN1217  NGVD 29 (??/??/92)   13.71   (m)           45.0    (f) COMPUTED    1 2
 AN1217
 AN1217.Superseded values are not recommended for survey control.
 AN1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1217.See file dsdata.txt to determine how the superseded data were derived.
 AN1217
 AN1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS589184(NAD 83)
 AN1217_MARKER: DB = BENCH MARK DISK
 AN1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1217_STAMPING: V 39 1918 ELEV. 44.993 FT.
 AN1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1217+STABILITY: SURFACE MOTION
 AN1217
 AN1217  HISTORY     - Date     Condition        Report By
 AN1217  HISTORY     - 1918     MONUMENTED       CGS
 AN1217  HISTORY     - 1942     GOOD             NGS
 AN1217  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1217  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1217  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1217  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1217  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1217
 AN1217                          STATION DESCRIPTION
 AN1217
 AN1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1217'5.0 MI SW FROM WOODSBORO.
 AN1217'TO REACH FROM THE RAILROAD STATION AT WOODSBORO, PROCEED 5.0 MILES
 AN1217'SOUTHWEST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN1217'POST NO.175 AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 185.0 FEET
 AN1217'EAST OF MILE POST.  IT IS 39.0 FEET SOUTHEAST OF AND 2.0 FEET BELOW
 AN1217'THE CENTERLINE OF TRACK, 9.0 FEET NORTHWEST OF THE RIGHT OF WAY FENCE.
 AN1217'MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AN1217'AND PROJECTS 1.0 FOOT.  NOTE-- IN MARCH 1954, USGS REPORTED THAT THE
 AN1217'CONCRETE IS VERY LOOSE.
 AN1217
 AN1217                          STATION RECOVERY (1974)
 AN1217
 AN1217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1217'MARK NOT FOUND.
 AN1217
 AN1217                          STATION RECOVERY (1978)
 AN1217
 AN1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1217'NOT RECOVERED ON THIS DATE.
 AN1217
 AN1217                          STATION RECOVERY (1990)
 AN1217
 AN1217'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1217'MARK NOT FOUND.
 AN1217
 AN1217                          STATION RECOVERY (1994)
 AN1217
 AN1217'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1217'MARK NOT FOUND.
 AN1217
 AN1217                          STATION RECOVERY (1999)
 AN1217
 AN1217'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0452 ***********************************************************************
 CS0452  DESIGNATION -  V 390
 CS0452  PID         -  CS0452
 CS0452  STATE/COUNTY-  TX/HENDERSON
 CS0452  USGS QUAD   -  TOOL (1981)
 CS0452
 CS0452                         *CURRENT SURVEY CONTROL
 CS0452  ___________________________________________________________________
 CS0452* NAD 83(1986)-  32 16 06.     (N)    096 11 47.     (W)     SCALED    
 CS0452* NAVD 88     -       108.837  (meters)     357.08   (feet)  ADJUSTED  
 CS0452  ___________________________________________________________________
 CS0452  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0452  DYNAMIC HT  -         108.712 (meters)     356.67  (feet)  COMP
 CS0452  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CS0452
 CS0452  VERT ORDER  -  SECOND    CLASS 0
 CS0452
 CS0452.The horizontal coordinates were scaled from a topographic map and have
 CS0452.an estimated accuracy of +/- 6 seconds.
 CS0452
 CS0452.The orthometric height was determined by differential leveling
 CS0452.and adjusted by the National Geodetic Survey in June 1991..
 CS0452
 CS0452.The geoid height was determined by GEOID03.
 CS0452
 CS0452.The dynamic height is computed by dividing the NAVD 88
 CS0452.geopotential number by the normal gravity value computed on the
 CS0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0452.degrees latitude (g = 980.6199 gals.).
 CS0452
 CS0452.The modeled gravity was interpolated from observed gravity values.
 CS0452
 CS0452;                    North         East    Units  Estimated Accuracy
 CS0452;SPC TXNC     - 2,069,100.      817,010.      MT  (+/- 180 meters Scaled)
 CS0452
 CS0452                          SUPERSEDED SURVEY CONTROL
 CS0452
 CS0452  NGVD 29 (??/??/92)  108.843  (m)          357.10   (f) ADJ UNCH    2 0
 CS0452
 CS0452.Superseded values are not recommended for survey control.
 CS0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0452.See file dsdata.txt to determine how the superseded data were derived.
 CS0452
 CS0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA640736(NAD 83)
 CS0452_MARKER: DB = BENCH MARK DISK
 CS0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0452_STAMPING: V 390 1947
 CS0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0452+STABILITY: SURFACE MOTION
 CS0452
 CS0452  HISTORY     - Date     Condition        Report By
 CS0452  HISTORY     - 1947     MONUMENTED       CGS
 CS0452  HISTORY     - 1958     GOOD             USGS
 CS0452
 CS0452                          STATION DESCRIPTION
 CS0452
 CS0452'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0452'11.7 MI NW FROM TRINIDAD.
 CS0452'TO REACH FROM THE ST. LOUIS SOUTHWESTERN RAILROAD STATION AT TRINIDAD,
 CS0452'PROCEED 9.9 MILES NORTHWEST ALONG STATE HIGHWAY 274 TO STEWARTS STORE
 CS0452'AT TOOL, THENCE 1.45 MILES WEST ALONG GRADED ROAD TO DIRT CROSSROADS
 CS0452'AND BENCHMARK, 101.0 FEET SOUTHWEST OF A POWER POST WHICH IS AT A
 CS0452'POWER LINE JUNCTION, 98.5 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 CS0452'ROAD, 32.0 FEET SOUTH OF THE CENTER OF THE CENTER OF THE EAST-WEST
 CS0452'ROAD, IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 CS0452'PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1661 ***********************************************************************
 CS1661  DESIGNATION -  V 391 RESET 1957
 CS1661  PID         -  CS1661
 CS1661  STATE/COUNTY-  TX/TARRANT
 CS1661  USGS QUAD   -  FORT WORTH (1981)
 CS1661
 CS1661                         *CURRENT SURVEY CONTROL
 CS1661  ___________________________________________________________________
 CS1661* NAD 83(1986)-  32 42 43.     (N)    097 15 16.     (W)     SCALED    
 CS1661* NAVD 88     -       198.58   (meters)     651.5    (feet)  RESET     
 CS1661  ___________________________________________________________________
 CS1661  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS1661
 CS1661  VERT ORDER  -  THIRD
 CS1661
 CS1661.The horizontal coordinates were scaled from a topographic map and have
 CS1661.an estimated accuracy of +/- 6 seconds.
 CS1661
 CS1661.The orthometric height was computed from unverified reset data.
 CS1661
 CS1661.The geoid height was determined by GEOID03.
 CS1661
 CS1661;                    North         East    Units  Estimated Accuracy
 CS1661;SPC TXNC     - 2,116,600.      716,760.      MT  (+/- 180 meters Scaled)
 CS1661
 CS1661                          SUPERSEDED SURVEY CONTROL
 CS1661
 CS1661.No superseded survey control is available for this station.
 CS1661
 CS1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB636207(NAD 83)
 CS1661_MARKER: DB = BENCH MARK DISK
 CS1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1661_STAMPING: V 391 RESET 1957
 CS1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1661+STABILITY: SURFACE MOTION
 CS1661
 CS1661  HISTORY     - Date     Condition        Report By
 CS1661  HISTORY     - 1957     MONUMENTED       CGS
 CS1661
 CS1661                          STATION DESCRIPTION
 CS1661
 CS1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CS1661'IN FORT WORTH.
 CS1661'IN THE SOUTHEAST PART OF FORT WORTH, IN THE SOUTHEAST PART OF THE
 CS1661'EDGEWOOD BAPTIST CHURCH GROUND WHICH IS AT THE SOUTHWEST POINT OF THE
 CS1661'INTERSECTION OF TARRANT ROAD AND EDGEWOOD TERRACE.  THE MARK IS A DISK
 CS1661'STAMPED V 391 RESET 1957 IN A CONCRETE POST, FLUSH WITH THE LEVEL OF
 CS1661'THE CONCRETE WALKS, 1 FOOT NORTH OF THE NORTH EDGE OF THE CONCRETE
 CS1661'DRIVE ENTERING THE ALLEY FROM EDGEWOOD TERRACE, 1 FOOT EAST OF THE
 CS1661'EAST EDGE OF THE CONCRETE WALK ALONG THE EAST SIDE OF THE CHURCH AND 6
 CS1661'FEET WEST OF THE CURB ALONG THE WEST SIDE OF EDGEWOOD TERRACE. IT IS
 CS1661'15 FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0473 ***********************************************************************
 CS0473  DESIGNATION -  V 392
 CS0473  PID         -  CS0473
 CS0473  STATE/COUNTY-  TX/HENDERSON
 CS0473  USGS QUAD   -  MABANK (1981)
 CS0473
 CS0473                         *CURRENT SURVEY CONTROL
 CS0473  ___________________________________________________________________
 CS0473* NAD 83(1986)-  32 16 22.     (N)    096 04 34.     (W)     SCALED    
 CS0473* NAVD 88     -       112.582  (meters)     369.36   (feet)  ADJUSTED  
 CS0473  ___________________________________________________________________
 CS0473  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0473  DYNAMIC HT  -         112.452 (meters)     368.94  (feet)  COMP
 CS0473  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CS0473
 CS0473  VERT ORDER  -  SECOND    CLASS 0
 CS0473
 CS0473.The horizontal coordinates were scaled from a topographic map and have
 CS0473.an estimated accuracy of +/- 6 seconds.
 CS0473
 CS0473.The orthometric height was determined by differential leveling
 CS0473.and adjusted by the National Geodetic Survey in June 1991..
 CS0473
 CS0473.The geoid height was determined by GEOID03.
 CS0473
 CS0473.The dynamic height is computed by dividing the NAVD 88
 CS0473.geopotential number by the normal gravity value computed on the
 CS0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0473.degrees latitude (g = 980.6199 gals.).
 CS0473
 CS0473.The modeled gravity was interpolated from observed gravity values.
 CS0473
 CS0473;                    North         East    Units  Estimated Accuracy
 CS0473;SPC TXNC     - 2,069,850.      828,330.      MT  (+/- 180 meters Scaled)
 CS0473
 CS0473                          SUPERSEDED SURVEY CONTROL
 CS0473
 CS0473  NGVD 29 (??/??/92)  112.588  (m)          369.38   (f) ADJ UNCH    2 0
 CS0473
 CS0473.Superseded values are not recommended for survey control.
 CS0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0473.See file dsdata.txt to determine how the superseded data were derived.
 CS0473
 CS0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA754744(NAD 83)
 CS0473_MARKER: DB = BENCH MARK DISK
 CS0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0473_STAMPING: V 392 1947
 CS0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0473+STABILITY: SURFACE MOTION
 CS0473
 CS0473  HISTORY     - Date     Condition        Report By
 CS0473  HISTORY     - 1947     MONUMENTED       CGS
 CS0473
 CS0473                          STATION DESCRIPTION
 CS0473
 CS0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0473'0.8 MI SW FROM PAYNE SPRING.
 CS0473'0.8 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE PAYNE SPRING SCHOOL AT
 CS0473'PAYNE SPRING, AT THE JUNCTION OF A DIRT ROAD LEADING WEST, 131.0 FEET
 CS0473'NORTH OF THE CENTER OF A WOODEN BRIDGE IN THE NORTH - SOUTH ROAD, 31.0
 CS0473'FEET EAST OF THE CENTER OF A NORTH - SOUTH ROAD (MEASURED FROM A POINT
 CS0473'AT THE NORTH END OF A Y INTERSECTION, 5.0 FEET EAST OF THE EAST
 CS0473'RIGHT-OF-WAY FENCE, 2.3 FEET SOUTH OF A REFERENCE POST, SET IN A
 CS0473'CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1196 ***********************************************************************
 CS1196  DESIGNATION -  V 395
 CS1196  PID         -  CS1196
 CS1196  STATE/COUNTY-  TX/DALLAS
 CS1196  USGS QUAD   -  OAK CLIFF (1981)
 CS1196
 CS1196                         *CURRENT SURVEY CONTROL
 CS1196  ___________________________________________________________________
 CS1196* NAD 83(1986)-  32 43 23.     (N)    096 46 07.     (W)     SCALED    
 CS1196* NAVD 88     -       129.151  (meters)     423.72   (feet)  ADJUSTED  
 CS1196  ___________________________________________________________________
 CS1196  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CS1196  DYNAMIC HT  -         129.004 (meters)     423.24  (feet)  COMP
 CS1196  MODELED GRAV-     979,491.5   (mgal)                       NAVD 88
 CS1196
 CS1196  VERT ORDER  -  FIRST     CLASS II
 CS1196
 CS1196.The horizontal coordinates were scaled from a topographic map and have
 CS1196.an estimated accuracy of +/- 6 seconds.
 CS1196
 CS1196.The orthometric height was determined by differential leveling
 CS1196.and adjusted by the National Geodetic Survey in June 1991..
 CS1196
 CS1196.The geoid height was determined by GEOID03.
 CS1196
 CS1196.The dynamic height is computed by dividing the NAVD 88
 CS1196.geopotential number by the normal gravity value computed on the
 CS1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1196.degrees latitude (g = 980.6199 gals.).
 CS1196
 CS1196.The modeled gravity was interpolated from observed gravity values.
 CS1196
 CS1196;                    North         East    Units  Estimated Accuracy
 CS1196;SPC TXNC     - 2,118,480.      762,280.      MT  (+/- 180 meters Scaled)
 CS1196
 CS1196                          SUPERSEDED SURVEY CONTROL
 CS1196
 CS1196  NGVD 29 (??/??/92)  129.164  (m)          423.77   (f) ADJ UNCH    1 2
 CS1196
 CS1196.Superseded values are not recommended for survey control.
 CS1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1196.See file dsdata.txt to determine how the superseded data were derived.
 CS1196
 CS1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB091227(NAD 83)
 CS1196_MARKER: DB = BENCH MARK DISK
 CS1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1196_STAMPING: V 395 1947
 CS1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1196+STABILITY: SURFACE MOTION
 CS1196
 CS1196  HISTORY     - Date     Condition        Report By
 CS1196  HISTORY     - 1947     MONUMENTED       CGS
 CS1196  HISTORY     - 1958     GOOD             NGS
 CS1196
 CS1196                          STATION DESCRIPTION
 CS1196
 CS1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1196'IN DALLAS.
 CS1196'AT DALLAS, ON THE MISSOURI-KANSAS-TEXAS RAILROAD, ABOUT 4.7 MILES
 CS1196'SOUTH OF UNION STATION, ABOUT THREE POLES EAST OF MILE POST 772, AT
 CS1196'THE OVERTON ROAD CROSSING, 51.4 FEET SOUTHWEST OF THE CENTER LINE OF
 CS1196'OVERTON ROAD, 41.4 FEET NORTHWEST OF AND ABOUT 2.5 FEET LOWER THAN THE
 CS1196'CENTER LINE OF THE TRACK, 28.0 FEET SOUTHEAST OF THE CENTER LINE OF A
 CS1196'ROAD PARALLELING TRACK, 4.8 FEET SOUTHWEST OF A CROSSING SIGN AND 1.0
 CS1196'FOOT SOUTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK SET IN THE
 CS1196'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 CS1196
 CS1196                          STATION RECOVERY (1958)
 CS1196
 CS1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0583 ***********************************************************************
 CR0583  DESIGNATION -  V 396
 CR0583  PID         -  CR0583
 CR0583  STATE/COUNTY-  TX/HENDERSON
 CR0583  USGS QUAD   -  ATHENS (1984)
 CR0583
 CR0583                         *CURRENT SURVEY CONTROL
 CR0583  ___________________________________________________________________
 CR0583* NAD 83(1986)-  32 10 50.     (N)    095 51 53.     (W)     SCALED    
 CR0583* NAVD 88     -       150.984  (meters)     495.35   (feet)  ADJUSTED  
 CR0583  ___________________________________________________________________
 CR0583  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0583  DYNAMIC HT  -         150.808 (meters)     494.78  (feet)  COMP
 CR0583  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CR0583
 CR0583  VERT ORDER  -  SECOND    CLASS 0
 CR0583
 CR0583.The horizontal coordinates were scaled from a topographic map and have
 CR0583.an estimated accuracy of +/- 6 seconds.
 CR0583
 CR0583.The orthometric height was determined by differential leveling
 CR0583.and adjusted by the National Geodetic Survey in June 1991..
 CR0583
 CR0583.The geoid height was determined by GEOID03.
 CR0583
 CR0583.The dynamic height is computed by dividing the NAVD 88
 CR0583.geopotential number by the normal gravity value computed on the
 CR0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0583.degrees latitude (g = 980.6199 gals.).
 CR0583
 CR0583.The modeled gravity was interpolated from observed gravity values.
 CR0583
 CR0583;                    North         East    Units  Estimated Accuracy
 CR0583;SPC TXNC     - 2,060,100.      848,500.      MT  (+/- 180 meters Scaled)
 CR0583
 CR0583                          SUPERSEDED SURVEY CONTROL
 CR0583
 CR0583  NGVD 29 (??/??/92)  150.988  (m)          495.37   (f) ADJ UNCH    2 0
 CR0583
 CR0583.Superseded values are not recommended for survey control.
 CR0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0583.See file dsdata.txt to determine how the superseded data were derived.
 CR0583
 CR0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR298640(NAD 83)
 CR0583_MARKER: DB = BENCH MARK DISK
 CR0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0583_STAMPING: V 396 1947
 CR0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0583+STABILITY: SURFACE MOTION
 CR0583
 CR0583  HISTORY     - Date     Condition        Report By
 CR0583  HISTORY     - 1947     MONUMENTED       CGS
 CR0583  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0583  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0583
 CR0583                          STATION DESCRIPTION
 CR0583
 CR0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0583'2.2 MI SW FROM ATHENS.
 CR0583'1.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT ATHENS,
 CR0583'THENCE 1.0 MILE SOUTHWEST ALONG FARM HIGHWAY 59 TO THE SITE OF THE
 CR0583'MARK, 36 FEET NORTHWEST OF AND ABOUT 2 FEET HIGHER THAN THE CENTER
 CR0583'LINE OF THE HIGHWAY, 23 FEET SOUTHWEST OF A FENCE CORNER, 14 FEET
 CR0583'SOUTHEAST OF A POWER POLE, 2 FEET SOUTHWEST OF A 4X4 MARKER POST, 1
 CR0583'FOOT SOUTHEAST OF A FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CR0583'POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CR0583
 CR0583                          STATION RECOVERY (1977)
 CR0583
 CR0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0583'MARK NOT FOUND.
 CR0583
 CR0583                          STATION RECOVERY (1998)
 CR0583
 CR0583'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0494 ***********************************************************************
 CS0494  DESIGNATION -  V 397
 CS0494  PID         -  CS0494
 CS0494  STATE/COUNTY-  TX/HENDERSON
 CS0494  USGS QUAD   -  TOOL (1981)
 CS0494
 CS0494                         *CURRENT SURVEY CONTROL
 CS0494  ___________________________________________________________________
 CS0494* NAD 83(1986)-  32 15 06.     (N)    096 14 07.     (W)     SCALED    
 CS0494* NAVD 88     -        89.493  (meters)     293.61   (feet)  ADJUSTED  
 CS0494  ___________________________________________________________________
 CS0494  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0494  DYNAMIC HT  -          89.390 (meters)     293.27  (feet)  COMP
 CS0494  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 CS0494
 CS0494  VERT ORDER  -  SECOND    CLASS 0
 CS0494
 CS0494.The horizontal coordinates were scaled from a topographic map and have
 CS0494.an estimated accuracy of +/- 6 seconds.
 CS0494
 CS0494.The orthometric height was determined by differential leveling
 CS0494.and adjusted by the National Geodetic Survey in June 1991..
 CS0494
 CS0494.The geoid height was determined by GEOID03.
 CS0494
 CS0494.The dynamic height is computed by dividing the NAVD 88
 CS0494.geopotential number by the normal gravity value computed on the
 CS0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0494.degrees latitude (g = 980.6199 gals.).
 CS0494
 CS0494.The modeled gravity was interpolated from observed gravity values.
 CS0494
 CS0494;                    North         East    Units  Estimated Accuracy
 CS0494;SPC TXNC     - 2,067,170.      813,390.      MT  (+/- 180 meters Scaled)
 CS0494
 CS0494                          SUPERSEDED SURVEY CONTROL
 CS0494
 CS0494  NGVD 29 (??/??/92)   89.499  (m)          293.63   (f) ADJ UNCH    2 0
 CS0494
 CS0494.Superseded values are not recommended for survey control.
 CS0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0494.See file dsdata.txt to determine how the superseded data were derived.
 CS0494
 CS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA604716(NAD 83)
 CS0494_MARKER: DB = BENCH MARK DISK
 CS0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0494_SP_SET: FOUNDATION
 CS0494_STAMPING: V 397 1947
 CS0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0494
 CS0494  HISTORY     - Date     Condition        Report By
 CS0494  HISTORY     - 1947     MONUMENTED       CGS
 CS0494
 CS0494                          STATION DESCRIPTION
 CS0494
 CS0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0494'15.3 MI NW FROM TRINIDAD.
 CS0494'9.5 MILES NORTHWEST ALONG STATE HIGHWAY 274 FROM THE ST. LOUIS
 CS0494'SOUTHWESTERN RAILROAD STATION AT TRINIDAD TO THE END OF THE PAVEMENT,
 CS0494'THENCE 3.9 MILES WEST ALONG A DIRT ROAD, THENCE 0.7 MILE SOUTH ALONG A
 CS0494'DIRT ROAD TO THE END OF THE ROAD, THENCE 0.1 MILE SOUTH ALONG A
 CS0494'PRIVATE ROAD, THENCE 1.1 MILES WEST ALONG A PRIVATE ROAD LEADING TO
 CS0494'THE OLD ABANDONED TEXAS OIL COMPANY LEASE TO THE SITE OF THE MARK, ON
 CS0494'THE BANK OF THE TRINITY RIVER, 200 FEET NORTH OF THE BANK OF THE
 CS0494'RIVER, DIRECTLY ACROSS THE RIVER FROM A NUMBER OF OIL WELLS AND
 CS0494'STORAGE TANKS.  A BRONZE DISK SET IN THE CENTER AND TOP OF A LARGE
 CS0494'SQUARE PORTION AT THE SOUTHEAST END OF A 12 X 2.5 FOOT CONCRETE
 CS0494'FOUNDATION WHICH WAS FORMERLY USED FOR AN OIL PUMPING UNIT AND WHICH
 CS0494'PROJECTS 3 FEET ABOVE THE GROUND.  NOTE-- 9.9 MILES NORTHWEST ALONG
 CS0494'STATE HIGHWAY 274 TO THE ROAD JUNCTION AT TOOL, 0.3 MILE WEST ALONG A
 CS0494'TRACK ROAD PAST A FARMHOUSE AND ALONG THE SOUTH SIDE OF A FENCE TO A
 CS0494'DIM T-JUNCTION, PROCEED SOUTHWESTERLY ALONG MAIN TRAVELED ROAD FOR 0.5
 CS0494'MILE TO NORTH BANK OF TRINITY RIVER, AND 250 FEET WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2290 ***********************************************************************
 BY2290  DESIGNATION -  V 398
 BY2290  PID         -  BY2290
 BY2290  STATE/COUNTY-  TX/ANDERSON
 BY2290  USGS QUAD   -  BLACKFOOT (1982)
 BY2290
 BY2290                         *CURRENT SURVEY CONTROL
 BY2290  ___________________________________________________________________
 BY2290* NAD 83(1986)-  31 54 07.     (N)    095 47 40.     (W)     SCALED    
 BY2290* NAVD 88     -        89.980  (meters)     295.21   (feet)  ADJUSTED  
 BY2290  ___________________________________________________________________
 BY2290  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BY2290  DYNAMIC HT  -          89.873 (meters)     294.86  (feet)  COMP
 BY2290  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 BY2290
 BY2290  VERT ORDER  -  SECOND    CLASS 0
 BY2290
 BY2290.The horizontal coordinates were scaled from a topographic map and have
 BY2290.an estimated accuracy of +/- 6 seconds.
 BY2290
 BY2290.The orthometric height was determined by differential leveling
 BY2290.and adjusted by the National Geodetic Survey in June 1991..
 BY2290
 BY2290.The geoid height was determined by GEOID03.
 BY2290
 BY2290.The dynamic height is computed by dividing the NAVD 88
 BY2290.geopotential number by the normal gravity value computed on the
 BY2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2290.degrees latitude (g = 980.6199 gals.).
 BY2290
 BY2290.The modeled gravity was interpolated from observed gravity values.
 BY2290
 BY2290;                    North         East    Units  Estimated Accuracy
 BY2290;SPC TX C     - 3,256,560.    1,129,230.      MT  (+/- 180 meters Scaled)
 BY2290
 BY2290                          SUPERSEDED SURVEY CONTROL
 BY2290
 BY2290  NGVD 29 (??/??/92)   89.968  (m)          295.17   (f) ADJ UNCH    2 0
 BY2290
 BY2290.Superseded values are not recommended for survey control.
 BY2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2290.See file dsdata.txt to determine how the superseded data were derived.
 BY2290
 BY2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR357329(NAD 83)
 BY2290_MARKER: DB = BENCH MARK DISK
 BY2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2290_STAMPING: V 398 1947
 BY2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2290+STABILITY: SURFACE MOTION
 BY2290
 BY2290  HISTORY     - Date     Condition        Report By
 BY2290  HISTORY     - 1947     MONUMENTED       CGS
 BY2290  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2290
 BY2290                          STATION DESCRIPTION
 BY2290
 BY2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2290'5.1 MI NW FROM MONTALBA.
 BY2290'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 19 FROM MONTALBA SCHOOL THENCE
 BY2290'3.4 MILES WEST ALONG A NARROW OIL ROAD.  AT THE FOOT OF A HILL. NEAR A
 BY2290'FENCE CORNER.  53 FEET WEST OF A 2 FOOT OAK TREE.  25 FEET NORTH OF
 BY2290'THE CENTER OF THE ROAD.  8 FEET NORTH OF A CORNER FENCE POST. 4 FEET
 BY2290'EAST OF A WIRE FENCE.  2 FEET SOUTH OF WITNESS POST.
 BY2290
 BY2290                          STATION RECOVERY (1977)
 BY2290
 BY2290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2261 ***********************************************************************
 BY2261  DESIGNATION -  V 399
 BY2261  PID         -  BY2261
 BY2261  STATE/COUNTY-  TX/ANDERSON
 BY2261  USGS QUAD   -  CAYUGA (1982)
 BY2261
 BY2261                         *CURRENT SURVEY CONTROL
 BY2261  ___________________________________________________________________
 BY2261* NAD 83(1986)-  31 56 57.     (N)    095 57 30.     (W)     SCALED    
 BY2261* NAVD 88     -        94.912  (meters)     311.39   (feet)  ADJUSTED  
 BY2261  ___________________________________________________________________
 BY2261  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BY2261  DYNAMIC HT  -          94.800 (meters)     311.02  (feet)  COMP
 BY2261  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 BY2261
 BY2261  VERT ORDER  -  SECOND    CLASS 0
 BY2261
 BY2261.The horizontal coordinates were scaled from a topographic map and have
 BY2261.an estimated accuracy of +/- 6 seconds.
 BY2261
 BY2261.The orthometric height was determined by differential leveling
 BY2261.and adjusted by the National Geodetic Survey in June 1991..
 BY2261
 BY2261.The geoid height was determined by GEOID03.
 BY2261
 BY2261.The dynamic height is computed by dividing the NAVD 88
 BY2261.geopotential number by the normal gravity value computed on the
 BY2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2261.degrees latitude (g = 980.6199 gals.).
 BY2261
 BY2261.The modeled gravity was interpolated from observed gravity values.
 BY2261
 BY2261;                    North         East    Units  Estimated Accuracy
 BY2261;SPC TX C     - 3,261,170.    1,113,540.      MT  (+/- 180 meters Scaled)
 BY2261
 BY2261                          SUPERSEDED SURVEY CONTROL
 BY2261
 BY2261  NGVD 29 (??/??/92)   94.91   (m)          311.4    (f) COMPUTED    2 0
 BY2261
 BY2261.Superseded values are not recommended for survey control.
 BY2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2261.See file dsdata.txt to determine how the superseded data were derived.
 BY2261
 BY2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR203386(NAD 83)
 BY2261_MARKER: DB = BENCH MARK DISK
 BY2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2261_STAMPING: V 399 1947
 BY2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2261+STABILITY: SURFACE MOTION
 BY2261
 BY2261  HISTORY     - Date     Condition        Report By
 BY2261  HISTORY     - 1947     MONUMENTED       CGS
 BY2261  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2261
 BY2261                          STATION DESCRIPTION
 BY2261
 BY2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2261'1.0 MI E FROM CAYUGA.
 BY2261'ALONG U.S. HIGHWAY NO. 287.  1.0 MILE EAST OF CAYUGA POST OFFICE. NEAR
 BY2261'2 FARM HOUSES ON OPPOSITE SIDES OF THE HIGHWAY.  37 FEET SOUTH OF THE
 BY2261'CENTER OF THE HIGHWAY.  27 FEET EAST OF A CORNER FENCE POST. 3 FEET
 BY2261'NORTH OF A WIRE FENCE.  2 FEET WEST OF WITNESS POST.
 BY2261
 BY2261                          STATION RECOVERY (1977)
 BY2261
 BY2261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0481 ***********************************************************************
 AN0481  DESIGNATION -  V 40
 AN0481  PID         -  AN0481
 AN0481  STATE/COUNTY-  TX/VICTORIA
 AN0481  USGS QUAD   -  PLACEDO (1995)
 AN0481
 AN0481                         *CURRENT SURVEY CONTROL
 AN0481  ___________________________________________________________________
 AN0481* NAD 83(1986)-  28 41 34.     (N)    096 49 41.     (W)     SCALED    
 AN0481* NAVD 88     -        17.059  (meters)      55.97   (feet)  ADJUSTED  
 AN0481  ___________________________________________________________________
 AN0481  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0481  DYNAMIC HT  -          17.034 (meters)      55.89  (feet)  COMP
 AN0481  MODELED GRAV-     979,192.1   (mgal)                       NAVD 88
 AN0481
 AN0481  VERT ORDER  -  FIRST     CLASS I
 AN0481
 AN0481.The horizontal coordinates were scaled from a topographic map and have
 AN0481.an estimated accuracy of +/- 6 seconds.
 AN0481
 AN0481.The orthometric height was determined by differential leveling
 AN0481.and adjusted by the National Geodetic Survey in June 1991..
 AN0481
 AN0481.The geoid height was determined by GEOID03.
 AN0481
 AN0481.The dynamic height is computed by dividing the NAVD 88
 AN0481.geopotential number by the normal gravity value computed on the
 AN0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0481.degrees latitude (g = 980.6199 gals.).
 AN0481
 AN0481.The modeled gravity was interpolated from observed gravity values.
 AN0481
 AN0481;                    North         East    Units  Estimated Accuracy
 AN0481;SPC TXSC     - 4,097,220.      812,230.      MT  (+/- 180 meters Scaled)
 AN0481
 AN0481                          SUPERSEDED SURVEY CONTROL
 AN0481
 AN0481  NGVD 29 (??/??/92)   17.182  (m)           56.37   (f) ADJ UNCH    1 1
 AN0481
 AN0481.Superseded values are not recommended for survey control.
 AN0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0481.See file dsdata.txt to determine how the superseded data were derived.
 AN0481
 AN0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS121758(NAD 83)
 AN0481_MARKER: DB = BENCH MARK DISK
 AN0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0481_SP_SET: BUILDING
 AN0481_STAMPING: V 40 1918 ELEV 56.890 FT
 AN0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0481
 AN0481  HISTORY     - Date     Condition        Report By
 AN0481  HISTORY     - 1918     MONUMENTED       CGS
 AN0481  HISTORY     - 1971     GOOD             NGS
 AN0481  HISTORY     - 1973     GOOD             NGS
 AN0481  HISTORY     - 1978     GOOD             NGS
 AN0481
 AN0481                          STATION DESCRIPTION
 AN0481
 AN0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AN0481'IN PLACEDO.
 AN0481'AT PLACEDO, ABOUT 0.2 MILE NORTHEAST ALONG THE MISSOURI PACIFIC
 AN0481'RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 87, THENCE 0.1 MILE
 AN0481'NORTHWEST ALONG A PAVED ROAD, SET VERTICALLY IN THE SOUTHWEST FACE AND
 AN0481'7.7 FEET NORTHWEST OF THE SOUTH CORNER OF AN ABANDONED CHURCH
 AN0481'BUILDING, 0.15 MILE NORTHWEST OF THE PLACEDO POST OFFICE, 30 FEET
 AN0481'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET ABOVE THE
 AN0481'LEVEL OF THE GROUND.  NOTE-- THE CHURCH BUILDING IS FOR SALE AT THIS
 AN0481'TIME.  THE BUILDING MAY BE DESTROYED IN THE NEAR FUTURE.
 AN0481
 AN0481                          STATION RECOVERY (1973)
 AN0481
 AN0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0481'RECOVERED IN GOOD CONDITION.
 AN0481
 AN0481                          STATION RECOVERY (1978)
 AN0481
 AN0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0870 ***********************************************************************
 BL0870  DESIGNATION -  V 400
 BL0870  PID         -  BL0870
 BL0870  STATE/COUNTY-  TX/WALKER
 BL0870  USGS QUAD   -  RIVERSIDE (1997)
 BL0870
 BL0870                         *CURRENT SURVEY CONTROL
 BL0870  ___________________________________________________________________
 BL0870* NAD 83(1986)-  30 51 11.     (N)    095 24 11.     (W)     SCALED    
 BL0870* NAVD 88     -        58.72   (+/-2cm)     192.7    (feet)  VERTCON   
 BL0870  ___________________________________________________________________
 BL0870  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL0870
 BL0870  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0870
 BL0870.The horizontal coordinates were scaled from a topographic map and have
 BL0870.an estimated accuracy of +/- 6 seconds.
 BL0870
 BL0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0870.The vertical order pertains to the NGVD 29 superseded value.
 BL0870
 BL0870.The geoid height was determined by GEOID03.
 BL0870
 BL0870;                    North         East    Units  Estimated Accuracy
 BL0870;SPC TX C     - 3,141,970.    1,171,370.      MT  (+/- 180 meters Scaled)
 BL0870
 BL0870                          SUPERSEDED SURVEY CONTROL
 BL0870
 BL0870  NGVD 29 (??/??/92)   58.727  (m)          192.67   (f) ADJ UNCH    2 0
 BL0870
 BL0870.Superseded values are not recommended for survey control.
 BL0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0870.See file dsdata.txt to determine how the superseded data were derived.
 BL0870
 BL0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ702157(NAD 83)
 BL0870_MARKER: DB = BENCH MARK DISK
 BL0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0870_STAMPING: V 400 1947
 BL0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0870+STABILITY: SURFACE MOTION
 BL0870
 BL0870  HISTORY     - Date     Condition        Report By
 BL0870  HISTORY     - 1947     MONUMENTED       CGS
 BL0870  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL0870  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0870
 BL0870                          STATION DESCRIPTION
 BL0870
 BL0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0870'IN RIVERSIDE.
 BL0870'AT RIVERSIDE, AT THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 BL0870'RIVERSIDE METHODIST CHURCH AND AROUND THE RIVERSIDE HIGH SCHOOL
 BL0870'GROUNDS, 83.2 FEET EAST OF THE CENTER OF STATE HIGHWAY NO.45, 46.5
 BL0870'FEET WEST OF THE CENTER OF A CATTLE GUARD ACROSS THE ENTRANCE DRIVE
 BL0870'WAY TO THE CHURCH AND SCHOOL, 40.0 FEET NORTH OF THE CENTER OF A
 BL0870'GRAVEL ROAD, 4.0 FEET SOUTHEAST OF THE CORNER POST AT THE SOUTHWEST
 BL0870'CORNER OF THE CHURCH AND SCHOOL YARD FENCE, 3.2 FEET EAST OF A
 BL0870'CONCRETE HIGHWAY RIGHT OF WAY MARKER POST, 2.0 FEET WEST OF A
 BL0870'REFERENCE POST, 1.8 FOOT SOUTH OF AN EAST-WEST FENCE, SET IN A
 BL0870'CONCRETE POST ABOUT THE SAME ELEVATION AS THE GRAVEL ROAD AND ABOUT 5
 BL0870'FEET ABOVE THE HIGHWAY AND PROJECTING 0.2 FOOT.  NOTE-- RD WORK IN
 BL0870'AREA.
 BL0870
 BL0870                          STATION RECOVERY (1960)
 BL0870
 BL0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0870'MARK NOT FOUND.
 BL0870
 BL0870                          STATION RECOVERY (1996)
 BL0870
 BL0870'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2175 ***********************************************************************
 BY2175  DESIGNATION -  V 401 RESET 1963
 BY2175  PID         -  BY2175
 BY2175  STATE/COUNTY-  TX/ANDERSON
 BY2175  USGS QUAD   -  INDIAN LAKE (1982)
 BY2175
 BY2175                         *CURRENT SURVEY CONTROL
 BY2175  ___________________________________________________________________
 BY2175* NAD 83(1986)-  31 37 06.     (N)    095 39 31.     (W)     SCALED    
 BY2175* NAVD 88     -        98.39   (+/-2cm)     322.8    (feet)  VERTCON   
 BY2175  ___________________________________________________________________
 BY2175  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY2175
 BY2175  VERT ORDER  -  THIRD (See Below)
 BY2175
 BY2175.The horizontal coordinates were scaled from a topographic map and have
 BY2175.an estimated accuracy of +/- 6 seconds.
 BY2175
 BY2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2175.The vertical order pertains to the NGVD 29 superseded value.
 BY2175
 BY2175.The geoid height was determined by GEOID03.
 BY2175
 BY2175;                    North         East    Units  Estimated Accuracy
 BY2175;SPC TX C     - 3,225,680.    1,143,390.      MT  (+/- 180 meters Scaled)
 BY2175
 BY2175                          SUPERSEDED SURVEY CONTROL
 BY2175
 BY2175  NGVD 29 (??/??/??)   98.37   (m)          322.7    (f) RESET       3  
 BY2175
 BY2175.Superseded values are not recommended for survey control.
 BY2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2175.See file dsdata.txt to determine how the superseded data were derived.
 BY2175
 BY2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR478012(NAD 83)
 BY2175_MARKER: DB = BENCH MARK DISK
 BY2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2175_STAMPING: V 401 RESET 1963
 BY2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2175+STABILITY: SURFACE MOTION
 BY2175
 BY2175  HISTORY     - Date     Condition        Report By
 BY2175  HISTORY     - 1963     MONUMENTED       CGS
 BY2175
 BY2175                          STATION DESCRIPTION
 BY2175
 BY2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BY2175'6.5 MI SW FROM ELKHART.
 BY2175'ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY 294 FROM THE POST OFFICE IN
 BY2175'ELKHART, ANDERSON COUNTY, THENCE 1.7 MILES SOUTH ALONG A GRADED DIRT
 BY2175'ROAD TO A SIDE ROAD ON THE RIGHT AND BENCH MARK IN THE NORTHWEST ANGLE
 BY2175'OF ROADS, 50 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 70 FEET
 BY2175'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 98 FEET SOUTH OF A GUYED
 BY2175'POWERLINE POLE, IN THE RIGHT-OF-WAY FENCE BETWEEN TWO BRACED FENCE
 BY2175'POSTS, 1 FOOT NORTH OF A METAL WITNESS POST, AT TEXAS HIGHWAY
 BY2175'DEPARTMENT STATION 556 + 31.  A STANDARD DISK SET IN A 10 X 10 IN.
 BY2175'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1860 ***********************************************************************
 BY1860  DESIGNATION -  V 402
 BY1860  PID         -  BY1860
 BY1860  STATE/COUNTY-  TX/HOUSTON
 BY1860  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1860
 BY1860                         *CURRENT SURVEY CONTROL
 BY1860  ___________________________________________________________________
 BY1860* NAD 83(1986)-  31 16 11.     (N)    095 36 36.     (W)     SCALED    
 BY1860* NAVD 88     -       100.00   (+/-2cm)     328.1    (feet)  VERTCON   
 BY1860  ___________________________________________________________________
 BY1860  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1860
 BY1860  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1860
 BY1860.The horizontal coordinates were scaled from a topographic map and have
 BY1860.an estimated accuracy of +/- 6 seconds.
 BY1860
 BY1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1860.The vertical order pertains to the NGVD 29 superseded value.
 BY1860
 BY1860.The geoid height was determined by GEOID03.
 BY1860
 BY1860;                    North         East    Units  Estimated Accuracy
 BY1860;SPC TX C     - 3,187,260.    1,149,640.      MT  (+/- 180 meters Scaled)
 BY1860
 BY1860                          SUPERSEDED SURVEY CONTROL
 BY1860
 BY1860  NGVD 29 (??/??/92)   99.994  (m)          328.06   (f) ADJ UNCH    2 0
 BY1860
 BY1860.Superseded values are not recommended for survey control.
 BY1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1860.See file dsdata.txt to determine how the superseded data were derived.
 BY1860
 BY1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ514624(NAD 83)
 BY1860_MARKER: DB = BENCH MARK DISK
 BY1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1860_STAMPING: V 402 1947
 BY1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1860+STABILITY: SURFACE MOTION
 BY1860
 BY1860  HISTORY     - Date     Condition        Report By
 BY1860  HISTORY     - 1947     MONUMENTED       CGS
 BY1860  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1860
 BY1860                          STATION DESCRIPTION
 BY1860
 BY1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1860'IN PORTER SPRINGS.
 BY1860'AT PORTER SPRINGS, AT THE WEST CORNER OF THE PORTER SPRINGS SCHOOL
 BY1860'YARD, ABOUT 117 YARDS WEST-SOUTHWEST OF THE WEST CORNER OF THE SCHOOL
 BY1860'HOUSE, 64.9 FEET SOUTH OF AND ACROSS THE ROAD FROM A THIRTYSIX INCH
 BY1860'OAK TREE, 38.7 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY1860'OF A NORTHEAST-SOUTHWEST ROAD, 10.8 FEET SOUTHEAST OF A FENCE CORNER,
 BY1860'1.0 FOOT NORTHEAST OF A FENCE AND 1.5 FEET NORTHWEST OF A 4 X 4 IN.
 BY1860'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1860'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.  NOTE-- PROBABLY
 BY1860'COVERED OR DESTROYED BY ROAD EQUIPMENT.
 BY1860
 BY1860                          STATION RECOVERY (1964)
 BY1860
 BY1860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1850 ***********************************************************************
 BY1850  DESIGNATION -  V 403
 BY1850  PID         -  BY1850
 BY1850  STATE/COUNTY-  TX/LEON
 BY1850  USGS QUAD   -  CENTERVILLE (1964)
 BY1850
 BY1850                         *CURRENT SURVEY CONTROL
 BY1850  ___________________________________________________________________
 BY1850* NAD 83(1986)-  31 16 22.     (N)    095 55 29.     (W)     SCALED    
 BY1850* NAVD 88     -        89.19   (+/-2cm)     292.6    (feet)  VERTCON   
 BY1850  ___________________________________________________________________
 BY1850  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY1850
 BY1850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1850
 BY1850.The horizontal coordinates were scaled from a topographic map and have
 BY1850.an estimated accuracy of +/- 6 seconds.
 BY1850
 BY1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1850.The vertical order pertains to the NGVD 29 superseded value.
 BY1850
 BY1850.The geoid height was determined by GEOID03.
 BY1850
 BY1850;                    North         East    Units  Estimated Accuracy
 BY1850;SPC TX C     - 3,186,360.    1,119,680.      MT  (+/- 180 meters Scaled)
 BY1850
 BY1850                          SUPERSEDED SURVEY CONTROL
 BY1850
 BY1850  NGVD 29 (??/??/92)   89.171  (m)          292.56   (f) ADJ UNCH    2 0
 BY1850
 BY1850.Superseded values are not recommended for survey control.
 BY1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1850.See file dsdata.txt to determine how the superseded data were derived.
 BY1850
 BY1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ215635(NAD 83)
 BY1850_MARKER: DB = BENCH MARK DISK
 BY1850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1850_SP_SET: CULVERT
 BY1850_STAMPING: V 403 1947
 BY1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1850
 BY1850  HISTORY     - Date     Condition        Report By
 BY1850  HISTORY     - 1947     MONUMENTED       CGS
 BY1850
 BY1850                          STATION DESCRIPTION
 BY1850
 BY1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1850'3.5 MI E FROM CENTERVILLE.
 BY1850'ABOUT 3.5 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1850'CENTERVILLE, 20.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY1850'OF THE HIGHWAY, ON TOP OF THE EAST END OF THE NORTH HEADWALL OF A 4 X
 BY1850'18 FT. THREE COMPARTMENT CONCRETE CULVERT.  A BRONZE DISK SET IN A
 BY1850'DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1790 ***********************************************************************
 BY1790  DESIGNATION -  V 404
 BY1790  PID         -  BY1790
 BY1790  STATE/COUNTY-  TX/LEON
 BY1790  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1790
 BY1790                         *CURRENT SURVEY CONTROL
 BY1790  ___________________________________________________________________
 BY1790* NAD 83(1986)-  31 26 23.     (N)    095 44 58.     (W)     SCALED    
 BY1790* NAVD 88     -        77.77   (+/-2cm)     255.2    (feet)  VERTCON   
 BY1790  ___________________________________________________________________
 BY1790  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BY1790
 BY1790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1790
 BY1790.The horizontal coordinates were scaled from a topographic map and have
 BY1790.an estimated accuracy of +/- 6 seconds.
 BY1790
 BY1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1790.The vertical order pertains to the NGVD 29 superseded value.
 BY1790
 BY1790.The geoid height was determined by GEOID03.
 BY1790
 BY1790;                    North         East    Units  Estimated Accuracy
 BY1790;SPC TX C     - 3,205,530.    1,135,600.      MT  (+/- 180 meters Scaled)
 BY1790
 BY1790                          SUPERSEDED SURVEY CONTROL
 BY1790
 BY1790  NGVD 29 (??/??/92)   77.750  (m)          255.08   (f) ADJ UNCH    2 0
 BY1790
 BY1790.Superseded values are not recommended for survey control.
 BY1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1790.See file dsdata.txt to determine how the superseded data were derived.
 BY1790
 BY1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ386816(NAD 83)
 BY1790_MARKER: DB = BENCH MARK DISK
 BY1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1790_STAMPING: V 404 1947
 BY1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1790+STABILITY: SURFACE MOTION
 BY1790
 BY1790  HISTORY     - Date     Condition        Report By
 BY1790  HISTORY     - 1947     MONUMENTED       CGS
 BY1790
 BY1790                          STATION DESCRIPTION
 BY1790
 BY1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1790'13.5 MI SE FROM OAKWOOD.
 BY1790'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1790'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY1790'SOUTHEASTERLY 13.4 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1790'BENCH MARK IS ABOUT 65 YARDS NORTHEAST OF A CHURCH, 59.7 FEET
 BY1790'NORTHEAST OF A THIRTY INCH OAK TREE, 26.8 FEET SOUTHEAST OF AND ABOUT
 BY1790'LEVEL WITH THE CENTER LINE OF A SOUTHWEST-NORTHEAST ROAD, 13.0 FEET
 BY1790'SOUTHEAST OF A FENCE CORNER, 1.0 FOOT SOUTHWEST OF A FENCE AND 1.5
 BY1790'FEET NORTHWEST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET
 BY1790'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 BY1790'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1777 ***********************************************************************
 BY1777  DESIGNATION -  V 405
 BY1777  PID         -  BY1777
 BY1777  STATE/COUNTY-  TX/HOUSTON
 BY1777  USGS QUAD   -  HAYS SPRING (1964)
 BY1777
 BY1777                         *CURRENT SURVEY CONTROL
 BY1777  ___________________________________________________________________
 BY1777* NAD 83(1986)-  31 26 55.     (N)    095 36 24.     (W)     SCALED    
 BY1777* NAVD 88     -       129.75   (+/-2cm)     425.7    (feet)  VERTCON   
 BY1777  ___________________________________________________________________
 BY1777  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY1777
 BY1777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1777
 BY1777.The horizontal coordinates were scaled from a topographic map and have
 BY1777.an estimated accuracy of +/- 6 seconds.
 BY1777
 BY1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1777.The vertical order pertains to the NGVD 29 superseded value.
 BY1777
 BY1777.The geoid height was determined by GEOID03.
 BY1777
 BY1777;                    North         East    Units  Estimated Accuracy
 BY1777;SPC TX C     - 3,207,080.    1,149,120.      MT  (+/- 180 meters Scaled)
 BY1777
 BY1777                          SUPERSEDED SURVEY CONTROL
 BY1777
 BY1777  NGVD 29 (??/??/92)  129.732  (m)          425.63   (f) ADJ UNCH    2 0
 BY1777
 BY1777.Superseded values are not recommended for survey control.
 BY1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1777.See file dsdata.txt to determine how the superseded data were derived.
 BY1777
 BY1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ522822(NAD 83)
 BY1777_MARKER: DB = BENCH MARK DISK
 BY1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1777_STAMPING: V 405 1947
 BY1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1777+STABILITY: SURFACE MOTION
 BY1777
 BY1777  HISTORY     - Date     Condition        Report By
 BY1777  HISTORY     - 1947     MONUMENTED       CGS
 BY1777  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1777
 BY1777                          STATION DESCRIPTION
 BY1777
 BY1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1777'9.0 MI SW FROM GRAPELAND.
 BY1777'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1777'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY 9.0
 BY1777'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT
 BY1777'0.1 MILE NORTHEAST OF A T INTERSECTION, ABOUT 40 YARDS EAST OF A
 BY1777'FARMHOUSE, 28.0 FEET SOUTHEAST OF AND ABOUT 3.0 FEET HIGHER THAN THE
 BY1777'CENTER LINE OF THE ROAD, 1.0 FOOT NORTHWEST OF A FENCE AND 1.5 FEET
 BY1777'SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BY1777'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1777'NOTE-- SITE OF MARK NOW ALONG FM ROAD NO. 227 AND MARK MAY HAVE BEEN
 BY1777'DESTROYED BY ROAD CONSTRUCTION.
 BY1777
 BY1777                          STATION RECOVERY (1964)
 BY1777
 BY1777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2198 ***********************************************************************
 BY2198  DESIGNATION -  V 406
 BY2198  PID         -  BY2198
 BY2198  STATE/COUNTY-  TX/HOUSTON
 BY2198  USGS QUAD   -  ELKHART CREEK (1982)
 BY2198
 BY2198                         *CURRENT SURVEY CONTROL
 BY2198  ___________________________________________________________________
 BY2198* NAD 83(1986)-  31 30 34.     (N)    095 31 17.     (W)     SCALED    
 BY2198* NAVD 88     -       151.15   (+/-2cm)     495.9    (feet)  VERTCON   
 BY2198  ___________________________________________________________________
 BY2198  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BY2198
 BY2198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2198
 BY2198.The horizontal coordinates were scaled from a topographic map and have
 BY2198.an estimated accuracy of +/- 6 seconds.
 BY2198
 BY2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2198.The vertical order pertains to the NGVD 29 superseded value.
 BY2198
 BY2198.The geoid height was determined by GEOID03.
 BY2198
 BY2198;                    North         East    Units  Estimated Accuracy
 BY2198;SPC TX C     - 3,214,170.    1,156,920.      MT  (+/- 180 meters Scaled)
 BY2198
 BY2198                          SUPERSEDED SURVEY CONTROL
 BY2198
 BY2198  NGVD 29 (??/??/92)  151.145  (m)          495.88   (f) ADJ UNCH    2 0
 BY2198
 BY2198.Superseded values are not recommended for survey control.
 BY2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2198.See file dsdata.txt to determine how the superseded data were derived.
 BY2198
 BY2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ605888(NAD 83)
 BY2198_MARKER: DB = BENCH MARK DISK
 BY2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2198_STAMPING: V 406 1947
 BY2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2198+STABILITY: SURFACE MOTION
 BY2198
 BY2198  HISTORY     - Date     Condition        Report By
 BY2198  HISTORY     - 1947     MONUMENTED       CGS
 BY2198  HISTORY     - 1960     GOOD             NGS
 BY2198  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2198
 BY2198                          STATION DESCRIPTION
 BY2198
 BY2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2198'3.55 MI NW FROM GRAPELAND.
 BY2198'ABOUT 0.25 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2198'STATION AT GRAPELAND TO A STONE RECREATION HALL, THENCE 0.15 MILE
 BY2198'SOUTHWEST ALONG A PAVED STREET, THENCE 3.15 MILES NORTHWEST ALONG FARM
 BY2198'ROAD 1272, 54 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 106 FEET
 BY2198'EAST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 109 FEET WEST OF
 BY2198'A POWER POLE, 28 FEET WEST OF A SYCAMORE TREE WHICH IS IN A FENCE
 BY2198'LINE, 14 FEET SOUTH OF A FENCE, 10 1/2 FEET EAST OF A 25-INCH SYCAMORE
 BY2198'TREE, ABOUT LEVEL WITH THE FARM ROAD AND IN THE TOP OF A CONCRETE POST
 BY2198'FLUSH WITH THE GROUND.
 BY2198
 BY2198                          STATION RECOVERY (1977)
 BY2198
 BY2198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1812 ***********************************************************************
 BY1812  DESIGNATION -  V 407
 BY1812  PID         -  BY1812
 BY1812  STATE/COUNTY-  TX/HOUSTON
 BY1812  USGS QUAD   -  HAYS SPRING (1964)
 BY1812
 BY1812                         *CURRENT SURVEY CONTROL
 BY1812  ___________________________________________________________________
 BY1812* NAD 83(1986)-  31 24 39.     (N)    095 37 16.     (W)     SCALED    
 BY1812* NAVD 88     -        96.53   (+/-2cm)     316.7    (feet)  VERTCON   
 BY1812  ___________________________________________________________________
 BY1812  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BY1812
 BY1812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1812
 BY1812.The horizontal coordinates were scaled from a topographic map and have
 BY1812.an estimated accuracy of +/- 6 seconds.
 BY1812
 BY1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1812.The vertical order pertains to the NGVD 29 superseded value.
 BY1812
 BY1812.The geoid height was determined by GEOID03.
 BY1812
 BY1812;                    North         East    Units  Estimated Accuracy
 BY1812;SPC TX C     - 3,202,840.    1,147,920.      MT  (+/- 180 meters Scaled)
 BY1812
 BY1812                          SUPERSEDED SURVEY CONTROL
 BY1812
 BY1812  NGVD 29 (??/??/92)   96.516  (m)          316.65   (f) ADJ UNCH    2 0
 BY1812
 BY1812.Superseded values are not recommended for survey control.
 BY1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1812.See file dsdata.txt to determine how the superseded data were derived.
 BY1812
 BY1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ508781(NAD 83)
 BY1812_MARKER: DB = BENCH MARK DISK
 BY1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1812_STAMPING: V 407 1947
 BY1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1812+STABILITY: SURFACE MOTION
 BY1812
 BY1812  HISTORY     - Date     Condition        Report By
 BY1812  HISTORY     - 1947     MONUMENTED       CGS
 BY1812
 BY1812                          STATION DESCRIPTION
 BY1812
 BY1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1812'13.3 MI NW FROM CROCKETT.
 BY1812'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1812'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1812'NORTHWESTERLY 12.6 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1812'BENCH MARK IS 32.2 FEET WEST OF A TWENTYFOUR INCH GUM TREE, 31.3 FEET
 BY1812'SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 16.6
 BY1812'FEET SOUTHWEST OF THE SOUTHWEST END OF A CATTLE GUARD, 3.0 FEET
 BY1812'SOUTHEAST OF A FENCE AND 1.0 FOOT NORTHWEST OF A 4X4 IN. MARKER POST.
 BY1812'A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1812'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0270 ***********************************************************************
 BZ0270  DESIGNATION -  V 408
 BZ0270  PID         -  BZ0270
 BZ0270  STATE/COUNTY-  TX/FREESTONE
 BZ0270  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0270
 BZ0270                         *CURRENT SURVEY CONTROL
 BZ0270  ___________________________________________________________________
 BZ0270* NAD 83(1986)-  31 58 02.     (N)    096 02 51.     (W)     SCALED    
 BZ0270* NAVD 88     -        82.011  (meters)     269.06   (feet)  ADJUSTED  
 BZ0270  ___________________________________________________________________
 BZ0270  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BZ0270  DYNAMIC HT  -          81.915 (meters)     268.75  (feet)  COMP
 BZ0270  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 BZ0270
 BZ0270  VERT ORDER  -  SECOND    CLASS 0
 BZ0270
 BZ0270.The horizontal coordinates were scaled from a topographic map and have
 BZ0270.an estimated accuracy of +/- 6 seconds.
 BZ0270
 BZ0270.The orthometric height was determined by differential leveling
 BZ0270.and adjusted by the National Geodetic Survey in June 1991..
 BZ0270
 BZ0270.The geoid height was determined by GEOID03.
 BZ0270
 BZ0270.The dynamic height is computed by dividing the NAVD 88
 BZ0270.geopotential number by the normal gravity value computed on the
 BZ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0270.degrees latitude (g = 980.6199 gals.).
 BZ0270
 BZ0270.The modeled gravity was interpolated from observed gravity values.
 BZ0270
 BZ0270;                    North         East    Units  Estimated Accuracy
 BZ0270;SPC TX C     - 3,262,850.    1,105,040.      MT  (+/- 180 meters Scaled)
 BZ0270
 BZ0270                          SUPERSEDED SURVEY CONTROL
 BZ0270
 BZ0270  NGVD 29 (??/??/92)   82.011  (m)          269.06   (f) ADJ UNCH    2 0
 BZ0270
 BZ0270.Superseded values are not recommended for survey control.
 BZ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0270.See file dsdata.txt to determine how the superseded data were derived.
 BZ0270
 BZ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA790406(NAD 83)
 BZ0270_MARKER: DB = BENCH MARK DISK
 BZ0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0270_SP_SET: PIER
 BZ0270_STAMPING: V 408 1947
 BZ0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0270
 BZ0270  HISTORY     - Date     Condition        Report By
 BZ0270  HISTORY     - 1947     MONUMENTED       CGS
 BZ0270
 BZ0270                          STATION DESCRIPTION
 BZ0270
 BZ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0270'4.2 MI W FROM CAYUGA.
 BZ0270'4.2 MILES WEST ALONG U.S. HIGHWAY NO. 287 FROM THE POST OFFICE AT
 BZ0270'CAYUGA, AT THE WEST END OF THE STEEL BRIDGE OVER THE TRINITY RIVER,
 BZ0270'15.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 5.2 FEET BELOW THE FLOOR
 BZ0270'OF THE BRIDGE, SET IN TOP OF THE NORTH END OF THE WEST CONCRETE PIER
 BZ0270'FOR THE STEEL SPAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2320 ***********************************************************************
 BY2320  DESIGNATION -  V 409
 BY2320  PID         -  BY2320
 BY2320  STATE/COUNTY-  TX/FREESTONE
 BY2320  USGS QUAD   -  YARD (1982)
 BY2320
 BY2320                         *CURRENT SURVEY CONTROL
 BY2320  ___________________________________________________________________
 BY2320* NAD 83(1986)-  31 45 38.     (N)    095 56 32.     (W)     SCALED    
 BY2320* NAVD 88     -       103.496  (meters)     339.55   (feet)  ADJUSTED  
 BY2320  ___________________________________________________________________
 BY2320  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BY2320  DYNAMIC HT  -         103.373 (meters)     339.15  (feet)  COMP
 BY2320  MODELED GRAV-     979,443.2   (mgal)                       NAVD 88
 BY2320
 BY2320  VERT ORDER  -  SECOND    CLASS 0
 BY2320
 BY2320.The horizontal coordinates were scaled from a topographic map and have
 BY2320.an estimated accuracy of +/- 6 seconds.
 BY2320
 BY2320.The orthometric height was determined by differential leveling
 BY2320.and adjusted by the National Geodetic Survey in June 1991..
 BY2320
 BY2320.The geoid height was determined by GEOID03.
 BY2320
 BY2320.The dynamic height is computed by dividing the NAVD 88
 BY2320.geopotential number by the normal gravity value computed on the
 BY2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2320.degrees latitude (g = 980.6199 gals.).
 BY2320
 BY2320.The modeled gravity was interpolated from observed gravity values.
 BY2320
 BY2320;                    North         East    Units  Estimated Accuracy
 BY2320;SPC TX C     - 3,240,340.    1,115,880.      MT  (+/- 180 meters Scaled)
 BY2320
 BY2320                          SUPERSEDED SURVEY CONTROL
 BY2320
 BY2320  NGVD 29 (??/??/92)  103.483  (m)          339.51   (f) ADJ UNCH    2 0
 BY2320
 BY2320.Superseded values are not recommended for survey control.
 BY2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2320.See file dsdata.txt to determine how the superseded data were derived.
 BY2320
 BY2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR213176(NAD 83)
 BY2320_MARKER: DB = BENCH MARK DISK
 BY2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2320_STAMPING: V 409 1947
 BY2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2320+STABILITY: SURFACE MOTION
 BY2320
 BY2320  HISTORY     - Date     Condition        Report By
 BY2320  HISTORY     - 1947     MONUMENTED       CGS
 BY2320  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2320
 BY2320                          STATION DESCRIPTION
 BY2320
 BY2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2320'14.1 MI N FROM BUTLER.
 BY2320'2.8 MILES EAST ALONG U.S. HIGHWAY NO. 84 AND 11.3 MILES NORTHWEST
 BY2320'ALONG A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER,
 BY2320'0.15 MILE SOUTHWEST OF A SHARP TURN IN THE ROAD, AT THE TOP OF A
 BY2320'PROMINENT GRASSY KNOLL, 91.0 FEET SOUTH OF AND ACROSS THE ROAD FROM A
 BY2320'2 FOOT COTTON-WOOD TREE WHICH IS IN THE FRONT YARD OF A FRAME FARM
 BY2320'HOUSE, 59.0 FEET NORTHEAST OF A 2 1/2 FOOT OAK TREE WHICH IS IN THE
 BY2320'SOUTHEAST RIGHT-OF-WAY FENCE, 15.0 FEET SOUTHEAST OF THE CENTER OF THE
 BY2320'ROAD, 2.0 FEET NORTHEAST OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF
 BY2320'THE SOUTHEAST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT THE
 BY2320'SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
 BY2320
 BY2320                          STATION RECOVERY (1977)
 BY2320
 BY2320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0020 ***********************************************************************
 AN0020  DESIGNATION -  V 41
 AN0020  PID         -  AN0020
 AN0020  STATE/COUNTY-  TX/JACKSON
 AN0020  USGS QUAD   -  FRANCITAS (1995)
 AN0020
 AN0020                         *CURRENT SURVEY CONTROL
 AN0020  ___________________________________________________________________
 AN0020* NAD 83(1986)-  28 51 35.     (N)    096 20 19.     (W)     SCALED    
 AN0020* NAVD 88     -         9.87   (+/-2cm)      32.4    (feet)  VERTCON   
 AN0020  ___________________________________________________________________
 AN0020  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN0020
 AN0020  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0020
 AN0020.The horizontal coordinates were scaled from a topographic map and have
 AN0020.an estimated accuracy of +/- 6 seconds.
 AN0020
 AN0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0020.The vertical order pertains to the NGVD 29 superseded value.
 AN0020
 AN0020.The geoid height was determined by GEOID03.
 AN0020
 AN0020;                    North         East    Units  Estimated Accuracy
 AN0020;SPC TXSC     - 4,116,710.      859,620.      MT  (+/- 180 meters Scaled)
 AN0020
 AN0020                          SUPERSEDED SURVEY CONTROL
 AN0020
 AN0020  NGVD 29 (??/??/92)    9.917  (m)           32.54   (f) ADJ UNCH    1 1
 AN0020
 AN0020.Superseded values are not recommended for survey control.
 AN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0020.See file dsdata.txt to determine how the superseded data were derived.
 AN0020
 AN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS596953(NAD 83)
 AN0020_MARKER: DB = BENCH MARK DISK
 AN0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0020_SP_SET: CULVERT
 AN0020_STAMPING: V 41 1918 ELEV. 34.373 FT.
 AN0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0020
 AN0020  HISTORY     - Date     Condition        Report By
 AN0020  HISTORY     - 1918     MONUMENTED       CGS
 AN0020  HISTORY     - 1972     GOOD             NGS
 AN0020  HISTORY     - 1978     GOOD             NGS
 AN0020  HISTORY     - 1991     GOOD             USPSQD
 AN0020
 AN0020                          STATION DESCRIPTION
 AN0020
 AN0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0020'7.85 MI E FROM LA WARD.
 AN0020'7.85 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0020'OF STATE HIGHWAY 172 AT LA WARD, 7.4 MILES WEST ALONG FARM-TO-MARKET
 AN0020'ROAD 616 FROM THE CITY WATER TOWER AT BLESSING, AT FRANCITAS, AT THE
 AN0020'CROSSING OF A COUNTY ROAD, IN THE TOP OF THE CENTER OF THE SOUTH
 AN0020'CONCRETE HEAD WALL OF A CULVERT UNDER AN ASPHALT ROAD WEST, 107 FEET
 AN0020'NORTH OF THE NORTH RAIL, 28 FEET WEST OF THE CENTER LINE OF THE COUNTY
 AN0020'ROAD, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, AND ABOUT
 AN0020'LEVEL WITH THE ROADS.
 AN0020
 AN0020                          STATION RECOVERY (1978)
 AN0020
 AN0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0020'RECOVERED IN GOOD CONDITION.
 AN0020
 AN0020                          STATION RECOVERY (1991)
 AN0020
 AN0020'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0325 ***********************************************************************
 BZ0325  DESIGNATION -  V 410 RESET 1968
 BZ0325  PID         -  BZ0325
 BZ0325  STATE/COUNTY-  TX/FREESTONE
 BZ0325  USGS QUAD   -  FAIRFIELD (1982)
 BZ0325
 BZ0325                         *CURRENT SURVEY CONTROL
 BZ0325  ___________________________________________________________________
 BZ0325* NAD 83(1986)-  31 44 47.     (N)    096 07 59.     (W)     SCALED    
 BZ0325* NAVD 88     -       141.12   (meters)     463.0    (feet)  RESET     
 BZ0325  ___________________________________________________________________
 BZ0325  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BZ0325
 BZ0325  VERT ORDER  -  THIRD
 BZ0325
 BZ0325.The horizontal coordinates were scaled from a topographic map and have
 BZ0325.an estimated accuracy of +/- 6 seconds.
 BZ0325
 BZ0325.The orthometric height was computed from unverified reset data.
 BZ0325
 BZ0325.The geoid height was determined by GEOID03.
 BZ0325
 BZ0325;                    North         East    Units  Estimated Accuracy
 BZ0325;SPC TX C     - 3,238,070.    1,097,880.      MT  (+/- 180 meters Scaled)
 BZ0325
 BZ0325                          SUPERSEDED SURVEY CONTROL
 BZ0325
 BZ0325.No superseded survey control is available for this station.
 BZ0325
 BZ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA715159(NAD 83)
 BZ0325_MARKER: DB = BENCH MARK DISK
 BZ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0325_STAMPING: V 410 RESET 1968
 BZ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0325+STABILITY: SURFACE MOTION
 BZ0325
 BZ0325  HISTORY     - Date     Condition        Report By
 BZ0325  HISTORY     - 1968     MONUMENTED       CGS
 BZ0325
 BZ0325                          STATION DESCRIPTION
 BZ0325
 BZ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BZ0325'2.45 MI NE FROM FAIRFIELD.
 BZ0325'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE COURT HOUSE IN
 BZ0325'FAIRFIELD, THENCE 1.8 MILES NORTHEAST ALONG FARM ROAD 488, THENCE 0.45
 BZ0325'MILE NORTHEAST ALONG F.M. HIGHWAY 1124 TO SITE OF BENCH MARK, 68 FEET
 BZ0325'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 83 FEET SOUTHWEST OF THE
 BZ0325'SOUTHWEST CORNER OF A HOUSE, 1 FOOT NORTHEAST OF A METAL WITNESS POST,
 BZ0325'6 INCHES NORTH OF A CYCLONE FENCE AND AT TEXAS HIGHWAY DEPARTMENT
 BZ0325'STATION 25 + 00.  A STANDARD C AND GS BENCH MARK DISK SET IN A 10 X 10
 BZ0325'IN. CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0291 ***********************************************************************
 BZ0291  DESIGNATION -  V 411
 BZ0291  PID         -  BZ0291
 BZ0291  STATE/COUNTY-  TX/FREESTONE
 BZ0291  USGS QUAD   -  WINKLER (1982)
 BZ0291
 BZ0291                         *CURRENT SURVEY CONTROL
 BZ0291  ___________________________________________________________________
 BZ0291* NAD 83(1986)-  31 55 53.     (N)    096 10 09.     (W)     SCALED    
 BZ0291* NAVD 88     -       105.984  (meters)     347.72   (feet)  ADJUSTED  
 BZ0291  ___________________________________________________________________
 BZ0291  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0291  DYNAMIC HT  -         105.860 (meters)     347.31  (feet)  COMP
 BZ0291  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 BZ0291
 BZ0291  VERT ORDER  -  SECOND    CLASS 0
 BZ0291
 BZ0291.The horizontal coordinates were scaled from a topographic map and have
 BZ0291.an estimated accuracy of +/- 6 seconds.
 BZ0291
 BZ0291.The orthometric height was determined by differential leveling
 BZ0291.and adjusted by the National Geodetic Survey in June 1991..
 BZ0291
 BZ0291.The geoid height was determined by GEOID03.
 BZ0291
 BZ0291.The dynamic height is computed by dividing the NAVD 88
 BZ0291.geopotential number by the normal gravity value computed on the
 BZ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0291.degrees latitude (g = 980.6199 gals.).
 BZ0291
 BZ0291.The modeled gravity was interpolated from observed gravity values.
 BZ0291
 BZ0291;                    North         East    Units  Estimated Accuracy
 BZ0291;SPC TX C     - 3,258,440.    1,093,690.      MT  (+/- 180 meters Scaled)
 BZ0291
 BZ0291                          SUPERSEDED SURVEY CONTROL
 BZ0291
 BZ0291  NGVD 29 (??/??/92)  105.976  (m)          347.69   (f) ADJ UNCH    2 0
 BZ0291
 BZ0291.Superseded values are not recommended for survey control.
 BZ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0291.See file dsdata.txt to determine how the superseded data were derived.
 BZ0291
 BZ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA676363(NAD 83)
 BZ0291_MARKER: DB = BENCH MARK DISK
 BZ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0291_STAMPING: V 411 1947
 BZ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0291+STABILITY: SURFACE MOTION
 BZ0291
 BZ0291  HISTORY     - Date     Condition        Report By
 BZ0291  HISTORY     - 1947     MONUMENTED       CGS
 BZ0291  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0291
 BZ0291                          STATION DESCRIPTION
 BZ0291
 BZ0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0291'3.0 MI SE FROM WINKLER.
 BZ0291'TO REACH FROM THE POST OFFICE AT WINKLER, PROCEED 1.8 MILE EAST ALONG
 BZ0291'A DIRT ROAD TO THE OLD ST. ELMO-STEWARDS MILL ROAD WHICH LEADS
 BZ0291'SOUTHEAST, THENCE 0.8 MILE SOUTHEAST AND 0.4 MILE NORTHEAST ALONG THE
 BZ0291'OLD ROAD.  BENCH MARK IS AT A POINT WHERE THE OLD ROAD TURNS SOUTHEAST
 BZ0291'AND A SMALL DIRT ROAD LEADS NORTHEAST FROM THE OUTSIDE OF THE TURN,
 BZ0291'36.0 FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST-SOUTHWEST PORTION
 BZ0291'OF THE ROAD AND 24.0 FEET SOUTHWEST OF THE SOUTHEAST-NORTHWEST PORTION
 BZ0291'OF THE ROAD, 11.0 FEET SOUTH OF A FENCE CORNER POST, 2.2 FEET
 BZ0291'NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 BZ0291'ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
 BZ0291
 BZ0291                          STATION RECOVERY (2002)
 BZ0291
 BZ0291'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0291'POSSIBY BURIED UNDER GRAVEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1136 ***********************************************************************
 BL1136  DESIGNATION -  V 412
 BL1136  PID         -  BL1136
 BL1136  STATE/COUNTY-  TX/SAN JACINTO
 BL1136  USGS QUAD   -  OAKHURST (1972)
 BL1136
 BL1136                         *CURRENT SURVEY CONTROL
 BL1136  ___________________________________________________________________
 BL1136* NAD 83(1986)-  30 41 05.     (N)    095 17 32.     (W)     SCALED    
 BL1136* NAVD 88     -       107.86   (+/-2cm)     353.9    (feet)  VERTCON   
 BL1136  ___________________________________________________________________
 BL1136  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1136
 BL1136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1136
 BL1136.The horizontal coordinates were scaled from a topographic map and have
 BL1136.an estimated accuracy of +/- 6 seconds.
 BL1136
 BL1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1136.The vertical order pertains to the NGVD 29 superseded value.
 BL1136
 BL1136.The geoid height was determined by GEOID03.
 BL1136
 BL1136;                    North         East    Units  Estimated Accuracy
 BL1136;SPC TX C     - 3,123,800.    1,182,810.      MT  (+/- 180 meters Scaled)
 BL1136
 BL1136                          SUPERSEDED SURVEY CONTROL
 BL1136
 BL1136  NGVD 29 (??/??/92)  107.864  (m)          353.88   (f) ADJ UNCH    2 0
 BL1136
 BL1136.Superseded values are not recommended for survey control.
 BL1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1136.See file dsdata.txt to determine how the superseded data were derived.
 BL1136
 BL1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP804969(NAD 83)
 BL1136_MARKER: DB = BENCH MARK DISK
 BL1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1136_STAMPING: V 412 1947
 BL1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1136+STABILITY: SURFACE MOTION
 BL1136
 BL1136  HISTORY     - Date     Condition        Report By
 BL1136  HISTORY     - 1947     MONUMENTED       CGS
 BL1136
 BL1136                          STATION DESCRIPTION
 BL1136
 BL1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1136'5.7 MI SE FROM OAKHURST.
 BL1136'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL1136'OAKHURST, THENCE 2.7 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL1136'0.1 MILE NORTH ALONG A GRADED DIRT ROAD, AT A ROAD INTERSECTION, 36.1
 BL1136'FEET NORTH OF A 14 INCH OAK TREE, 22.5 FEET WEST OF AND LEVEL WITH THE
 BL1136'CENTER LINE OF THE NORTH AND SOUTH ROAD, 7.0 FEET NORTH OF THE
 BL1136'EXTENDED CENTER LINE OF THE ROAD LEADING EAST, 1.5 FEET SOUTH OF A
 BL1136'WITNESS POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 BL1136'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1983 ***********************************************************************
 BY1983  DESIGNATION -  V 414
 BY1983  PID         -  BY1983
 BY1983  STATE/COUNTY-  TX/HOUSTON
 BY1983  USGS QUAD   -  WELDON (1972)
 BY1983
 BY1983                         *CURRENT SURVEY CONTROL
 BY1983  ___________________________________________________________________
 BY1983* NAD 83(1986)-  31 02 46.     (N)    095 33 35.     (W)     SCALED    
 BY1983* NAVD 88     -        87.42   (+/-2cm)     286.8    (feet)  VERTCON   
 BY1983  ___________________________________________________________________
 BY1983  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1983
 BY1983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1983
 BY1983.The horizontal coordinates were scaled from a topographic map and have
 BY1983.an estimated accuracy of +/- 6 seconds.
 BY1983
 BY1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1983.The vertical order pertains to the NGVD 29 superseded value.
 BY1983
 BY1983.The geoid height was determined by GEOID03.
 BY1983
 BY1983;                    North         East    Units  Estimated Accuracy
 BY1983;SPC TX C     - 3,162,690.    1,155,490.      MT  (+/- 180 meters Scaled)
 BY1983
 BY1983                          SUPERSEDED SURVEY CONTROL
 BY1983
 BY1983  NGVD 29 (??/??/92)   87.421  (m)          286.81   (f) ADJ UNCH    2 0
 BY1983
 BY1983.Superseded values are not recommended for survey control.
 BY1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1983.See file dsdata.txt to determine how the superseded data were derived.
 BY1983
 BY1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ557375(NAD 83)
 BY1983_MARKER: DB = BENCH MARK DISK
 BY1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1983_STAMPING: V 414 1947
 BY1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1983+STABILITY: SURFACE MOTION
 BY1983
 BY1983  HISTORY     - Date     Condition        Report By
 BY1983  HISTORY     - 1947     MONUMENTED       CGS
 BY1983
 BY1983                          STATION DESCRIPTION
 BY1983
 BY1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1983'1.5 MI NE FROM WELDON.
 BY1983'1.5 MILES NORTHEAST ALONG A DIRT ROAD LEADING TO POST OAK FROM THE
 BY1983'HIGH SCHOOL AT WELDON, AT THE JUNCTION WITH A DIRT ROAD LEADING
 BY1983'NORTHWEST, AT THE TOP OF A HILL, 51 FEET NORTHWEST OF THE CENTER LINE
 BY1983'OF THE NORTHEAST AND SOUTHWEST ROAD, 39 FEET SOUTHWEST OF THE CENTER
 BY1983'LINE OF THE ROAD LEADING NORTHWEST, 12 FEET SOUTHEAST OF A 24 INCH OAK
 BY1983'TREE, 2 FEET SOUTHWEST OF A 4X4 MARKER POST, A BRONZE DISK SET IN THE
 BY1983'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1683 ***********************************************************************
 BY1683  DESIGNATION -  V 415
 BY1683  PID         -  BY1683
 BY1683  STATE/COUNTY-  TX/LEON
 BY1683  USGS QUAD   -  FLO (1964)
 BY1683
 BY1683                         *CURRENT SURVEY CONTROL
 BY1683  ___________________________________________________________________
 BY1683* NAD 83(1986)-  31 23 55.     (N)    095 55 25.     (W)     SCALED    
 BY1683* NAVD 88     -       103.20   (+/-2cm)     338.6    (feet)  VERTCON   
 BY1683  ___________________________________________________________________
 BY1683  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1683
 BY1683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1683
 BY1683.The horizontal coordinates were scaled from a topographic map and have
 BY1683.an estimated accuracy of +/- 6 seconds.
 BY1683
 BY1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1683.The vertical order pertains to the NGVD 29 superseded value.
 BY1683
 BY1683.The geoid height was determined by GEOID03.
 BY1683
 BY1683;                    North         East    Units  Estimated Accuracy
 BY1683;SPC TX C     - 3,200,310.    1,119,240.      MT  (+/- 180 meters Scaled)
 BY1683
 BY1683                          SUPERSEDED SURVEY CONTROL
 BY1683
 BY1683  NGVD 29 (??/??/92)  103.168  (m)          338.48   (f) ADJ UNCH    2 0
 BY1683
 BY1683.Superseded values are not recommended for survey control.
 BY1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1683.See file dsdata.txt to determine how the superseded data were derived.
 BY1683
 BY1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ220774(NAD 83)
 BY1683_MARKER: DB = BENCH MARK DISK
 BY1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1683_STAMPING: V 415 1947
 BY1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1683+STABILITY: SURFACE MOTION
 BY1683
 BY1683  HISTORY     - Date     Condition        Report By
 BY1683  HISTORY     - 1947     MONUMENTED       CGS
 BY1683  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1683
 BY1683                          STATION DESCRIPTION
 BY1683
 BY1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1683'2.5 MI SW FROM FLO.
 BY1683'TO REACH FROM THE UNION CHURCH AT FLO GO SOUTHWEST 1.7 MILES ALONG A
 BY1683'GRADED DIRT ROAD, THENCE SOUTHERLY 0.8 MILE ALONG A GRADED DIRT ROAD
 BY1683'TO SITE OF MARK, BENCH MARK IS ABOUT 35 YARDS EAST OF A WOODEN
 BY1683'CULVERT, 57.1 FEET SOUTH OF A FENCE CORNER, 45.6 FEET NORTHEAST OF AND
 BY1683'ACROSS THE ROAD FROM THE SOUTHEAST END OF A WIRE GATE, 28.0 FEET
 BY1683'NORTHEAST OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BY1683'ROAD AND 1.5 FEET NORTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 BY1683'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1683'2 INCHES ABOVE GROUND.  NOTE-- SEARCHED FOR NOT FOUND.  LOCAL RESIDENT
 BY1683'HAS NEVER SEEN IT.
 BY1683
 BY1683                          STATION RECOVERY (1964)
 BY1683
 BY1683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1725 ***********************************************************************
 BY1725  DESIGNATION -  V 416
 BY1725  PID         -  BY1725
 BY1725  STATE/COUNTY-  TX/MADISON
 BY1725  USGS QUAD   -  LEONA SW (1964)
 BY1725
 BY1725                         *CURRENT SURVEY CONTROL
 BY1725  ___________________________________________________________________
 BY1725* NAD 83(1986)-  31 01 13.     (N)    095 55 24.     (W)     SCALED    
 BY1725* NAVD 88     -       107.57   (+/-2cm)     352.9    (feet)  VERTCON   
 BY1725  ___________________________________________________________________
 BY1725  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY1725
 BY1725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1725
 BY1725.The horizontal coordinates were scaled from a topographic map and have
 BY1725.an estimated accuracy of +/- 6 seconds.
 BY1725
 BY1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1725.The vertical order pertains to the NGVD 29 superseded value.
 BY1725
 BY1725.The geoid height was determined by GEOID03.
 BY1725
 BY1725;                    North         East    Units  Estimated Accuracy
 BY1725;SPC TX C     - 3,158,400.    1,120,930.      MT  (+/- 180 meters Scaled)
 BY1725
 BY1725                          SUPERSEDED SURVEY CONTROL
 BY1725
 BY1725  NGVD 29 (??/??/92)  107.559  (m)          352.88   (f) ADJ UNCH    2 0
 BY1725
 BY1725.Superseded values are not recommended for survey control.
 BY1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1725.See file dsdata.txt to determine how the superseded data were derived.
 BY1725
 BY1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ209355(NAD 83)
 BY1725_MARKER: DB = BENCH MARK DISK
 BY1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1725_STAMPING: V 416 1947
 BY1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1725+STABILITY: SURFACE MOTION
 BY1725
 BY1725  HISTORY     - Date     Condition        Report By
 BY1725  HISTORY     - 1947     MONUMENTED       CGS
 BY1725  HISTORY     - 19960601 GOOD             USPSQD
 BY1725
 BY1725                          STATION DESCRIPTION
 BY1725
 BY1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1725'5.0 MI N FROM MADISONVILLE.
 BY1725'ABOUT 5.0 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE MADISONVILLE
 BY1725'HIGH SCHOOL AT MADISONVILLE, AT THE SOUTHEAST CORNER OF A FARMYARD,
 BY1725'124.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 52.5 FEET
 BY1725'SOUTH OF THE CENTER LINE OF A FARM DRIVE, 47.4 FEET WEST OF AND ABOUT
 BY1725'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTHEAST OF A
 BY1725'FENCE CORNER AND 1.0 FOOT NORTHEAST OF A 4 X 4 IN. MARKER POST. A
 BY1725'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1725'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1725
 BY1725                          STATION RECOVERY (1996)
 BY1725
 BY1725'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1757 ***********************************************************************
 BY1757  DESIGNATION -  V 417
 BY1757  PID         -  BY1757
 BY1757  STATE/COUNTY-  TX/LEON
 BY1757  USGS QUAD   -  LAKE LEON (1964)
 BY1757
 BY1757                         *CURRENT SURVEY CONTROL
 BY1757  ___________________________________________________________________
 BY1757* NAD 83(1986)-  31 22 39.     (N)    095 49 07.     (W)     SCALED    
 BY1757* NAVD 88     -       128.68   (+/-2cm)     422.2    (feet)  VERTCON   
 BY1757  ___________________________________________________________________
 BY1757  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY1757
 BY1757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1757
 BY1757.The horizontal coordinates were scaled from a topographic map and have
 BY1757.an estimated accuracy of +/- 6 seconds.
 BY1757
 BY1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1757.The vertical order pertains to the NGVD 29 superseded value.
 BY1757
 BY1757.The geoid height was determined by GEOID03.
 BY1757
 BY1757;                    North         East    Units  Estimated Accuracy
 BY1757;SPC TX C     - 3,198,370.    1,129,310.      MT  (+/- 180 meters Scaled)
 BY1757
 BY1757                          SUPERSEDED SURVEY CONTROL
 BY1757
 BY1757  NGVD 29 (??/??/92)  128.656  (m)          422.10   (f) ADJ UNCH    2 0
 BY1757
 BY1757.Superseded values are not recommended for survey control.
 BY1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1757.See file dsdata.txt to determine how the superseded data were derived.
 BY1757
 BY1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ319748(NAD 83)
 BY1757_MARKER: DB = BENCH MARK DISK
 BY1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1757_STAMPING: V 417 1947
 BY1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1757+STABILITY: SURFACE MOTION
 BY1757
 BY1757  HISTORY     - Date     Condition        Report By
 BY1757  HISTORY     - 1947     MONUMENTED       CGS
 BY1757
 BY1757                          STATION DESCRIPTION
 BY1757
 BY1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1757'0.9 MI SW FROM NINEVEH.
 BY1757'ABOUT 0.9 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 BY1757'AT NINEVEH, ABOUT 25 YARDS NORTHEAST OF A DIRT ROAD LEADING SOUTH,
 BY1757'51.0 FEET NORTHEAST OF AN EIGHTEEN INCH OAK TREE, 34.0 FEET NORTHWEST
 BY1757'OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 21.0
 BY1757'FEET WEST OF A TEN INCH OAK TREE AND 1.0 FOOT SOUTHWEST OF A 4X4 IN.
 BY1757'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1757'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1696 ***********************************************************************
 BY1696  DESIGNATION -  V 418
 BY1696  PID         -  BY1696
 BY1696  STATE/COUNTY-  TX/LEON
 BY1696  USGS QUAD   -  CENTERVILLE (1964)
 BY1696
 BY1696                         *CURRENT SURVEY CONTROL
 BY1696  ___________________________________________________________________
 BY1696* NAD 83(1986)-  31 18 52.     (N)    095 59 30.     (W)     SCALED    
 BY1696* NAVD 88     -        89.41   (+/-2cm)     293.3    (feet)  VERTCON   
 BY1696  ___________________________________________________________________
 BY1696  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY1696
 BY1696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1696
 BY1696.The horizontal coordinates were scaled from a topographic map and have
 BY1696.an estimated accuracy of +/- 6 seconds.
 BY1696
 BY1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1696.The vertical order pertains to the NGVD 29 superseded value.
 BY1696
 BY1696.The geoid height was determined by GEOID03.
 BY1696
 BY1696;                    North         East    Units  Estimated Accuracy
 BY1696;SPC TX C     - 3,190,730.    1,113,130.      MT  (+/- 180 meters Scaled)
 BY1696
 BY1696                          SUPERSEDED SURVEY CONTROL
 BY1696
 BY1696  NGVD 29 (??/??/92)   89.388  (m)          293.27   (f) ADJ UNCH    2 0
 BY1696
 BY1696.Superseded values are not recommended for survey control.
 BY1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1696.See file dsdata.txt to determine how the superseded data were derived.
 BY1696
 BY1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ152683(NAD 83)
 BY1696_MARKER: DB = BENCH MARK DISK
 BY1696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1696_SP_SET: CULVERT
 BY1696_STAMPING: V 418 1947
 BY1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1696
 BY1696  HISTORY     - Date     Condition        Report By
 BY1696  HISTORY     - 1947     MONUMENTED       CGS
 BY1696
 BY1696                          STATION DESCRIPTION
 BY1696
 BY1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1696'4.2 MI N FROM CENTERVILLE.
 BY1696'ABOUT 4.2 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE
 BY1696'AT CENTERVILLE, 16.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY1696'OF THE HIGHWAY, ON TOP OF THE NORTH END OF THE WEST HEADWALL OF A 6 X
 BY1696'18 FT. THREE COMPARTMENT CONCRETE CULVERT.  A BRONZE BENCH MARK DISK
 BY1696'SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1752 ***********************************************************************
 BY1752  DESIGNATION -  V 419
 BY1752  PID         -  BY1752
 BY1752  STATE/COUNTY-  TX/LEON
 BY1752  USGS QUAD   -  MIDDLETON (1972)
 BY1752
 BY1752                         *CURRENT SURVEY CONTROL
 BY1752  ___________________________________________________________________
 BY1752* NAD 83(1986)-  31 14 04.     (N)    095 49 27.     (W)     SCALED    
 BY1752* NAVD 88     -        97.61   (+/-2cm)     320.2    (feet)  VERTCON   
 BY1752  ___________________________________________________________________
 BY1752  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY1752
 BY1752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1752
 BY1752.The horizontal coordinates were scaled from a topographic map and have
 BY1752.an estimated accuracy of +/- 6 seconds.
 BY1752
 BY1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1752.The vertical order pertains to the NGVD 29 superseded value.
 BY1752
 BY1752.The geoid height was determined by GEOID03.
 BY1752
 BY1752;                    North         East    Units  Estimated Accuracy
 BY1752;SPC TX C     - 3,182,500.    1,129,420.      MT  (+/- 180 meters Scaled)
 BY1752
 BY1752                          SUPERSEDED SURVEY CONTROL
 BY1752
 BY1752  NGVD 29 (??/??/92)   97.602  (m)          320.22   (f) ADJ UNCH    2 0
 BY1752
 BY1752.Superseded values are not recommended for survey control.
 BY1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1752.See file dsdata.txt to determine how the superseded data were derived.
 BY1752
 BY1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ309590(NAD 83)
 BY1752_MARKER: DB = BENCH MARK DISK
 BY1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1752_STAMPING: V 419 1947
 BY1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1752+STABILITY: SURFACE MOTION
 BY1752
 BY1752  HISTORY     - Date     Condition        Report By
 BY1752  HISTORY     - 1947     MONUMENTED       CGS
 BY1752
 BY1752                          STATION DESCRIPTION
 BY1752
 BY1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1752'2.3 MI SW FROM CENTERVIEW.
 BY1752'TO REACH FROM THE CENTERVIEW HIGH SCHOOL AT CENTERVIEW GO SOUTHEAST
 BY1752'0.4 MILE ALONG A GRADED DIRT ROAD, THENCE SOUTHWESTERLY 1.9 MILES
 BY1752'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 49.8 FEET
 BY1752'NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 31.5 FEET WEST OF
 BY1752'AND ABOUT 1.5 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 9.6 FEET
 BY1752'EAST OF A TWELVE INCH LOCUST TREE, 2.0 FEET EAST OF A FENCE AND 1.5
 BY1752'FEET NORTH OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BY1752'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1709 ***********************************************************************
 BY1709  DESIGNATION -  V 420 RESET 1952
 BY1709  PID         -  BY1709
 BY1709  STATE/COUNTY-  TX/LEON
 BY1709  USGS QUAD   -  LEONA (1964)
 BY1709
 BY1709                         *CURRENT SURVEY CONTROL
 BY1709  ___________________________________________________________________
 BY1709* NAD 83(1986)-  31 09 20.     (N)    095 58 05.     (W)     SCALED    
 BY1709* NAVD 88     -       102.98   (+/-2cm)     337.9    (feet)  VERTCON   
 BY1709  ___________________________________________________________________
 BY1709  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY1709
 BY1709  VERT ORDER  -  THIRD (See Below)
 BY1709
 BY1709.The horizontal coordinates were scaled from a topographic map and have
 BY1709.an estimated accuracy of +/- 6 seconds.
 BY1709
 BY1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1709.The vertical order pertains to the NGVD 29 superseded value.
 BY1709
 BY1709.The geoid height was determined by GEOID03.
 BY1709
 BY1709;                    North         East    Units  Estimated Accuracy
 BY1709;SPC TX C     - 3,173,220.    1,116,070.      MT  (+/- 180 meters Scaled)
 BY1709
 BY1709                          SUPERSEDED SURVEY CONTROL
 BY1709
 BY1709  NGVD 29 (??/??/??)  102.97   (m)          337.8    (f) RESET       3  
 BY1709
 BY1709.Superseded values are not recommended for survey control.
 BY1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1709.See file dsdata.txt to determine how the superseded data were derived.
 BY1709
 BY1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ170506(NAD 83)
 BY1709_MARKER: DB = BENCH MARK DISK
 BY1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1709_STAMPING: V 420 RESET 1952
 BY1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1709+STABILITY: SURFACE MOTION
 BY1709
 BY1709  HISTORY     - Date     Condition        Report By
 BY1709  HISTORY     - 1952     MONUMENTED       CGS
 BY1709
 BY1709                          STATION DESCRIPTION
 BY1709
 BY1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1709'IN LEONA.
 BY1709'A STANDARD DISK STAMPED V 420 RESET 1952 SET IN A CONCRETE MONUMENT
 BY1709'WHICH PROJECTS ABOUT 3 INCHES, 52 YARDS EAST OF THE CENTER LINE OF
 BY1709'U.S. HIGHWAY NO. 75 AND 35 YARDS NORTH OF THE APPROXIMATE CENTERLINE
 BY1709'OF F.M. ROAD 977, NEAR THE CENTER OF THE VILLAGE OF LEONA.  IT IS NEAR
 BY1709'THE ALLEY LINE BACK OF THE STORES AND IS 5 FEET WEST OF THE HISTORICAL
 BY1709'MONUMENT WHICH MARKS THE SITE OF THE OLD LEON COUNTY COURT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0218 ***********************************************************************
 BZ0218  DESIGNATION -  V 421
 BZ0218  PID         -  BZ0218
 BZ0218  STATE/COUNTY-  TX/FREESTONE
 BZ0218  USGS QUAD   -  FAIRFIELD (1982)
 BZ0218
 BZ0218                         *CURRENT SURVEY CONTROL
 BZ0218  ___________________________________________________________________
 BZ0218* NAD 83(1986)-  31 44 40.     (N)    096 10 32.     (W)     SCALED    
 BZ0218* NAVD 88     -       133.609  (meters)     438.35   (feet)  ADJUSTED  
 BZ0218  ___________________________________________________________________
 BZ0218  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 BZ0218  DYNAMIC HT  -         133.450 (meters)     437.83  (feet)  COMP
 BZ0218  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 BZ0218
 BZ0218  VERT ORDER  -  SECOND    CLASS 0
 BZ0218
 BZ0218.The horizontal coordinates were scaled from a topographic map and have
 BZ0218.an estimated accuracy of +/- 6 seconds.
 BZ0218
 BZ0218.The orthometric height was determined by differential leveling
 BZ0218.and adjusted by the National Geodetic Survey in June 1991..
 BZ0218
 BZ0218.The geoid height was determined by GEOID03.
 BZ0218
 BZ0218.The dynamic height is computed by dividing the NAVD 88
 BZ0218.geopotential number by the normal gravity value computed on the
 BZ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0218.degrees latitude (g = 980.6199 gals.).
 BZ0218
 BZ0218.The modeled gravity was interpolated from observed gravity values.
 BZ0218
 BZ0218;                    North         East    Units  Estimated Accuracy
 BZ0218;SPC TX C     - 3,237,700.    1,093,860.      MT  (+/- 180 meters Scaled)
 BZ0218
 BZ0218                          SUPERSEDED SURVEY CONTROL
 BZ0218
 BZ0218  NGVD 29 (??/??/92)  133.599  (m)          438.32   (f) ADJ UNCH    2 0
 BZ0218
 BZ0218.Superseded values are not recommended for survey control.
 BZ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0218.See file dsdata.txt to determine how the superseded data were derived.
 BZ0218
 BZ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA675155(NAD 83)
 BZ0218_MARKER: DB = BENCH MARK DISK
 BZ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0218_STAMPING: V 421 1947
 BZ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0218+STABILITY: SURFACE MOTION
 BZ0218
 BZ0218  HISTORY     - Date     Condition        Report By
 BZ0218  HISTORY     - 1947     MONUMENTED       CGS
 BZ0218  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0218
 BZ0218                          STATION DESCRIPTION
 BZ0218
 BZ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0218'1.9 MI NW FROM FAIRFIELD.
 BZ0218'0.2 OF A MILE WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BZ0218'FAIRFIELD TO A HIGHWAY JUNCTION, THENCE 1.7 MILES NORTHWEST ALONG U.
 BZ0218'S. HIGHWAY 75 TO THE SITE OF THE BENCH MARK.  THE MARK IS 175 FEET
 BZ0218'NORTHWEST OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT, 54 FEET
 BZ0218'NORTHWEST OF A TELEPHONE POLE, 46 FEET NORTHEAST OF AND LEVEL WITH THE
 BZ0218'CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A FENCE, AND 2 FEET
 BZ0218'NORTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 BZ0218'CONCRETE POST AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 BZ0218
 BZ0218                          STATION RECOVERY (1963)
 BZ0218
 BZ0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0691 ***********************************************************************
 CS0691  DESIGNATION -  V 422
 CS0691  PID         -  CS0691
 CS0691  STATE/COUNTY-  TX/NAVARRO
 CS0691  USGS QUAD   -  KERENS (1981)
 CS0691
 CS0691                         *CURRENT SURVEY CONTROL
 CS0691  ___________________________________________________________________
 CS0691* NAD 83(1986)-  32 07 55.     (N)    096 09 21.     (W)     SCALED    
 CS0691* NAVD 88     -       109.465  (meters)     359.14   (feet)  ADJUSTED  
 CS0691  ___________________________________________________________________
 CS0691  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0691  DYNAMIC HT  -         109.338 (meters)     358.72  (feet)  COMP
 CS0691  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 CS0691
 CS0691  VERT ORDER  -  SECOND    CLASS 0
 CS0691
 CS0691.The horizontal coordinates were scaled from a topographic map and have
 CS0691.an estimated accuracy of +/- 6 seconds.
 CS0691
 CS0691.The orthometric height was determined by differential leveling
 CS0691.and adjusted by the National Geodetic Survey in June 1991..
 CS0691
 CS0691.The geoid height was determined by GEOID03.
 CS0691
 CS0691.The dynamic height is computed by dividing the NAVD 88
 CS0691.geopotential number by the normal gravity value computed on the
 CS0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0691.degrees latitude (g = 980.6199 gals.).
 CS0691
 CS0691.The modeled gravity was interpolated from observed gravity values.
 CS0691
 CS0691;                    North         East    Units  Estimated Accuracy
 CS0691;SPC TXNC     - 2,054,060.      821,170.      MT  (+/- 180 meters Scaled)
 CS0691
 CS0691                          SUPERSEDED SURVEY CONTROL
 CS0691
 CS0691  NGVD 29 (??/??/92)  109.469  (m)          359.15   (f) ADJ UNCH    2 0
 CS0691
 CS0691.Superseded values are not recommended for survey control.
 CS0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0691.See file dsdata.txt to determine how the superseded data were derived.
 CS0691
 CS0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA683586(NAD 83)
 CS0691_MARKER: DB = BENCH MARK DISK
 CS0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0691_STAMPING: V 422 1947
 CS0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0691+STABILITY: SURFACE MOTION
 CS0691
 CS0691  HISTORY     - Date     Condition        Report By
 CS0691  HISTORY     - 1947     MONUMENTED       CGS
 CS0691
 CS0691                          STATION DESCRIPTION
 CS0691
 CS0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0691'5.5 MI E FROM KERENS.
 CS0691'TO REACH FROM THE RAILWAY STATION AT KERENS, GO ONE BLOCK NORTH TO
 CS0691'TEXAS STATE HIGHWAY 31, THENCE 1.5 MILES NORTHEAST ALONG TEXAS STATE
 CS0691'HIGHWAY 31, THENCE 1.3 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE
 CS0691'0.8 OF A MILE EAST ALONG A GRAVELED ROAD, THENCE 0.9 OF A MILE NORTH
 CS0691'ALONG A GRAVELED ROAD, THENCE 1.1 MILES NORTHEAST ALONG A GRADED DIRT
 CS0691'ROAD, THENCE 0.7 OF A MILE SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 CS0691'0.2 OF A MILE NORTHEAST ALONG A GRADED DIRT ROAD TO THE SITE OF THE
 CS0691'BENCH MARK.  THE MARK IS AT A T ROAD JUNCTION, 77 FEET SOUTHWEST OF
 CS0691'THE CENTER LINE OF A ROAD LEADING TO THE SOUTHEAST, 53 FEET SOUTHWEST
 CS0691'OF A FENCE CORNER, 35 FEET SOUTHEAST OF AND 1 FOOT HIGHER THAN THE
 CS0691'CENTER LINE OF A NORTHEAST-SOUTHWEST ROAD, 2 FEET NORTHWEST OF A
 CS0691'FENCE, AND 2 FEET SOUTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET
 CS0691'IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE SURFACE
 CS0691'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0270 ***********************************************************************
 GL0270  DESIGNATION -  V 423
 GL0270  PID         -  GL0270
 GL0270  STATE/COUNTY-  TX/DALLAM
 GL0270  USGS QUAD   -  CORLENA (1973)
 GL0270
 GL0270                         *CURRENT SURVEY CONTROL
 GL0270  ___________________________________________________________________
 GL0270* NAD 83(1986)-  36 20 03.     (N)    102 57 50.     (W)     SCALED    
 GL0270* NAVD 88     -      1380.781  (meters)    4530.11   (feet)  ADJUSTED  
 GL0270  ___________________________________________________________________
 GL0270  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GL0270  DYNAMIC HT  -        1379.167 (meters)    4524.82  (feet)  COMP
 GL0270  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 GL0270
 GL0270  VERT ORDER  -  FIRST     CLASS II
 GL0270
 GL0270.The horizontal coordinates were scaled from a topographic map and have
 GL0270.an estimated accuracy of +/- 6 seconds.
 GL0270
 GL0270.The orthometric height was determined by differential leveling
 GL0270.and adjusted by the National Geodetic Survey in June 1991..
 GL0270
 GL0270.The geoid height was determined by GEOID03.
 GL0270
 GL0270.The dynamic height is computed by dividing the NAVD 88
 GL0270.geopotential number by the normal gravity value computed on the
 GL0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0270.degrees latitude (g = 980.6199 gals.).
 GL0270
 GL0270.The modeled gravity was interpolated from observed gravity values.
 GL0270
 GL0270;                    North         East    Units  Estimated Accuracy
 GL0270;SPC TX N     - 1,259,930.       68,570.      MT  (+/- 180 meters Scaled)
 GL0270
 GL0270                          SUPERSEDED SURVEY CONTROL
 GL0270
 GL0270  NGVD 29 (??/??/92) 1380.12   (m)         4527.9    (f) COMPUTED    1 2
 GL0270
 GL0270.Superseded values are not recommended for survey control.
 GL0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0270.See file dsdata.txt to determine how the superseded data were derived.
 GL0270
 GL0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA827229(NAD 83)
 GL0270_MARKER: DB = BENCH MARK DISK
 GL0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0270_STAMPING: V 423 1955
 GL0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0270+STABILITY: SURFACE MOTION
 GL0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0270+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL0270
 GL0270  HISTORY     - Date     Condition        Report By
 GL0270  HISTORY     - 1955     MONUMENTED       CGS
 GL0270  HISTORY     - 1956     GOOD             NGS
 GL0270  HISTORY     - 20040805 GOOD             USPSQD
 GL0270
 GL0270                          STATION DESCRIPTION
 GL0270
 GL0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0270'1.6 MI SE FROM TEXLINE.
 GL0270'4.6 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0270'THE STATION AT TEXLINE, 0.4 MILE WEST OF MILEPOST 448, 0.3 MILE WEST
 GL0270'OF A ROADSIDE PARK, 98 FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY
 GL0270'87, 50 FEET NORTH OF THE NORTH RAIL, 2 FEET EAST OF A WITNESS POST,
 GL0270'4.3 FEET WEST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST
 GL0270'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL0270
 GL0270                          STATION RECOVERY (1956)
 GL0270
 GL0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GL0270'RECOVERED IN GOOD CONDITION.
 GL0270
 GL0270                          STATION RECOVERY (2004)
 GL0270
 GL0270'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0050 ***********************************************************************
 EN0050  DESIGNATION -  V 425
 EN0050  PID         -  EN0050
 EN0050  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0050  USGS QUAD   -  WELLINGTON (1982)
 EN0050
 EN0050                         *CURRENT SURVEY CONTROL
 EN0050  ___________________________________________________________________
 EN0050* NAD 83(1986)-  34 51 26.     (N)    100 12 14.     (W)     SCALED    
 EN0050* NAVD 88     -       617.669  (meters)    2026.47   (feet)  ADJUSTED  
 EN0050  ___________________________________________________________________
 EN0050  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EN0050  DYNAMIC HT  -         616.979 (meters)    2024.21  (feet)  COMP
 EN0050  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 EN0050
 EN0050  VERT ORDER  -  SECOND    CLASS 0
 EN0050
 EN0050.The horizontal coordinates were scaled from a topographic map and have
 EN0050.an estimated accuracy of +/- 6 seconds.
 EN0050
 EN0050.The orthometric height was determined by differential leveling
 EN0050.and adjusted by the National Geodetic Survey in June 1991..
 EN0050
 EN0050.The geoid height was determined by GEOID03.
 EN0050
 EN0050.The dynamic height is computed by dividing the NAVD 88
 EN0050.geopotential number by the normal gravity value computed on the
 EN0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0050.degrees latitude (g = 980.6199 gals.).
 EN0050
 EN0050.The modeled gravity was interpolated from observed gravity values.
 EN0050
 EN0050;                    North         East    Units  Estimated Accuracy
 EN0050;SPC TX N     - 1,095,880.      318,520.      MT  (+/- 180 meters Scaled)
 EN0050
 EN0050                          SUPERSEDED SURVEY CONTROL
 EN0050
 EN0050  NGVD 29 (??/??/92)  617.361  (m)         2025.46   (f) ADJ UNCH    2 0
 EN0050
 EN0050.Superseded values are not recommended for survey control.
 EN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0050.See file dsdata.txt to determine how the superseded data were derived.
 EN0050
 EN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD899578(NAD 83)
 EN0050_MARKER: DB = BENCH MARK DISK
 EN0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0050_SP_SET: ABUTMENT
 EN0050_STAMPING: V 425 1934
 EN0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0050
 EN0050  HISTORY     - Date     Condition        Report By
 EN0050  HISTORY     - 1934     MONUMENTED       CGS
 EN0050  HISTORY     - 1964     GOOD             USGS
 EN0050
 EN0050                          STATION DESCRIPTION
 EN0050
 EN0050'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EN0050'0.6 MI E FROM WELLINGTON.
 EN0050'0.5 MILES EAST ALONG 8TH STREET FORM THE COUNTY COURTHOUSE AT
 EN0050'WELLINGTON THEN 0.1 MILES NORTH ON U.S. HWY 83.  AT THE INTERSECTION
 EN0050'OF U.S. HWY 83 AND THE MISSOURI- KANSAS- TEXAS RAILROAD.  AT A
 EN0050'CONCRETE CULVERT IN THE SOUTH END OF THE EAST ABUTMENT A STD. DISC
 EN0050'STAMPED V 425 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0051 ***********************************************************************
 EN0051  DESIGNATION -  V 425 RESET 1974
 EN0051  PID         -  EN0051
 EN0051  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0051  USGS QUAD   -  WELLINGTON (1982)
 EN0051
 EN0051                         *CURRENT SURVEY CONTROL
 EN0051  ___________________________________________________________________
 EN0051* NAD 83(1986)-  34 51 26.     (N)    100 12 14.     (W)     SCALED    
 EN0051* NAVD 88     -       616.81   (+/-2cm)    2023.7    (feet)  VERTCON   
 EN0051  ___________________________________________________________________
 EN0051  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EN0051
 EN0051  VERT ORDER  -  THIRD (See Below)
 EN0051
 EN0051.The horizontal coordinates were scaled from a topographic map and have
 EN0051.an estimated accuracy of +/- 6 seconds.
 EN0051
 EN0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0051.The vertical order pertains to the NGVD 29 superseded value.
 EN0051
 EN0051.The geoid height was determined by GEOID03.
 EN0051
 EN0051;                    North         East    Units  Estimated Accuracy
 EN0051;SPC TX N     - 1,095,880.      318,520.      MT  (+/- 180 meters Scaled)
 EN0051
 EN0051                          SUPERSEDED SURVEY CONTROL
 EN0051
 EN0051  NGVD 29 (01/29/03)  616.50   (m)         2022.6    (f) RESET       3  
 EN0051
 EN0051.Superseded values are not recommended for survey control.
 EN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0051.See file dsdata.txt to determine how the superseded data were derived.
 EN0051
 EN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD899578(NAD 83)
 EN0051_MARKER: DB = BENCH MARK DISK
 EN0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0051_SP_SET: CULVERT
 EN0051_STAMPING: V 425 RESET 1974
 EN0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0051
 EN0051  HISTORY     - Date     Condition        Report By
 EN0051  HISTORY     - 1974     MONUMENTED       NGS
 EN0051
 EN0051                          STATION DESCRIPTION
 EN0051
 EN0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EN0051'IN WELLINGTON.
 EN0051'FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 204 IN
 EN0051'WELLINGTON, GO NORTH ON U.S. HWY. 83 FOR 0.1 MILE TO A CONCRETE
 EN0051'CULVERT AND MARK IN HEADWALL OF CULVERT ON THE RIGHT, THIS IS JUST
 EN0051'BEFORE CROSSING RAILROAD TRACKS.  STANDARD BENCH MARK DISK, SET IN A
 EN0051'DRILL HOLE, OF THE NORTH END OF THE EAST END OF A CONCRETE CULVERT. IT
 EN0051'IS EAST OF U.S. HWY. 83 AND SOUTH OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0015 ***********************************************************************
 EN0015  DESIGNATION -  V 426
 EN0015  PID         -  EN0015
 EN0015  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0015  USGS QUAD   -  WELLINGTON NW (1982)
 EN0015
 EN0015                         *CURRENT SURVEY CONTROL
 EN0015  ___________________________________________________________________
 EN0015* NAD 83(1986)-  34 58 21.     (N)    100 13 13.     (W)     SCALED    
 EN0015* NAVD 88     -       623.638  (meters)    2046.05   (feet)  ADJUSTED  
 EN0015  ___________________________________________________________________
 EN0015  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EN0015  DYNAMIC HT  -         622.961 (meters)    2043.83  (feet)  COMP
 EN0015  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 EN0015
 EN0015  VERT ORDER  -  SECOND    CLASS 0
 EN0015
 EN0015.The horizontal coordinates were scaled from a topographic map and have
 EN0015.an estimated accuracy of +/- 6 seconds.
 EN0015
 EN0015.The orthometric height was determined by differential leveling
 EN0015.and adjusted by the National Geodetic Survey in June 1991..
 EN0015
 EN0015.The geoid height was determined by GEOID03.
 EN0015
 EN0015.The dynamic height is computed by dividing the NAVD 88
 EN0015.geopotential number by the normal gravity value computed on the
 EN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0015.degrees latitude (g = 980.6199 gals.).
 EN0015
 EN0015.The modeled gravity was interpolated from observed gravity values.
 EN0015
 EN0015;                    North         East    Units  Estimated Accuracy
 EN0015;SPC TX N     - 1,108,640.      316,850.      MT  (+/- 180 meters Scaled)
 EN0015
 EN0015                          SUPERSEDED SURVEY CONTROL
 EN0015
 EN0015  NGVD 29 (??/??/92)  623.336  (m)         2045.06   (f) ADJ UNCH    2 0
 EN0015
 EN0015.Superseded values are not recommended for survey control.
 EN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0015.See file dsdata.txt to determine how the superseded data were derived.
 EN0015
 EN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD886706(NAD 83)
 EN0015_MARKER: DB = BENCH MARK DISK
 EN0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0015_SP_SET: CULVERT
 EN0015_STAMPING: V-426 1934
 EN0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0015
 EN0015  HISTORY     - Date     Condition        Report By
 EN0015  HISTORY     - 1934     MONUMENTED       CGS
 EN0015
 EN0015                          STATION DESCRIPTION
 EN0015
 EN0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0015'3.5 MI S FROM LUTIE.
 EN0015'3.5 MI. S. OF ALONG U.S. NO. 83 ABOUT 75 YDS. E. OF A FARM HOUSE, 28
 EN0015'FT. N. OF CENTER LINE OF SIDE ROAD, 15 FT. E. OF CENTER LINE OF HWY.,
 EN0015'AND SET IN A 4 X 4 CONC. CULVERT IN THE CENTER OF E. ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0016 ***********************************************************************
 EN0016  DESIGNATION -  V 426 RESET 1974
 EN0016  PID         -  EN0016
 EN0016  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0016  USGS QUAD   -  WELLINGTON NW (1982)
 EN0016
 EN0016                         *CURRENT SURVEY CONTROL
 EN0016  ___________________________________________________________________
 EN0016* NAD 83(1986)-  34 58 21.     (N)    100 13 13.     (W)     SCALED    
 EN0016* NAVD 88     -       623.59   (+/-2cm)    2045.9    (feet)  VERTCON   
 EN0016  ___________________________________________________________________
 EN0016  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EN0016
 EN0016  VERT ORDER  -  THIRD (See Below)
 EN0016
 EN0016.The horizontal coordinates were scaled from a topographic map and have
 EN0016.an estimated accuracy of +/- 6 seconds.
 EN0016
 EN0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0016.The vertical order pertains to the NGVD 29 superseded value.
 EN0016
 EN0016.The geoid height was determined by GEOID03.
 EN0016
 EN0016;                    North         East    Units  Estimated Accuracy
 EN0016;SPC TX N     - 1,108,640.      316,850.      MT  (+/- 180 meters Scaled)
 EN0016
 EN0016                          SUPERSEDED SURVEY CONTROL
 EN0016
 EN0016  NGVD 29 (01/29/03)  623.29   (m)         2044.9    (f) RESET       3  
 EN0016
 EN0016.Superseded values are not recommended for survey control.
 EN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0016.See file dsdata.txt to determine how the superseded data were derived.
 EN0016
 EN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD886706(NAD 83)
 EN0016_MARKER: DB = BENCH MARK DISK
 EN0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0016_SP_SET: CULVERT
 EN0016_STAMPING: V 426 RESET 1974
 EN0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0016
 EN0016  HISTORY     - Date     Condition        Report By
 EN0016  HISTORY     - 1974     MONUMENTED       NGS
 EN0016
 EN0016                          STATION DESCRIPTION
 EN0016
 EN0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EN0016'8 MI N FROM WELLINGTON.
 EN0016'FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 204 IN
 EN0016'WELLINGTON, GO NORTH ON U.S. HWY. 83 FOR 7.0 MILES TO THE SALT FORK,
 EN0016'RED RIVER BRIDGE, CONTINUE NORTH ON U.S. HWY. 83 FOR 1.0 MILE TO
 EN0016'CROSSROADS AND MARK ON THE LEFT IN HEADWALL OF CULVERT. STANDARD BENCH
 EN0016'MARK DISK, SET IN A DRILL HOLE, AT THE SOUTH END OF THE WEST END OF
 EN0016'CONCRETE CULVERT AND IS STAMPED V 426 RESET 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0892 ***********************************************************************
 FL0892  DESIGNATION -  V 427
 FL0892  PID         -  FL0892
 FL0892  STATE/COUNTY-  TX/ARMSTRONG
 FL0892  USGS QUAD   -  CLAUDE (1983)
 FL0892
 FL0892                         *CURRENT SURVEY CONTROL
 FL0892  ___________________________________________________________________
 FL0892* NAD 83(1986)-  35 06 34.     (N)    101 21 32.     (W)     SCALED    
 FL0892* NAVD 88     -      1038.891  (meters)    3408.43   (feet)  ADJUSTED  
 FL0892  ___________________________________________________________________
 FL0892  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL0892  DYNAMIC HT  -        1037.663 (meters)    3404.40  (feet)  COMP
 FL0892  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 FL0892
 FL0892  VERT ORDER  -  SECOND    CLASS 0
 FL0892
 FL0892.The horizontal coordinates were scaled from a topographic map and have
 FL0892.an estimated accuracy of +/- 6 seconds.
 FL0892
 FL0892.The orthometric height was determined by differential leveling
 FL0892.and adjusted by the National Geodetic Survey in June 1991..
 FL0892
 FL0892.The geoid height was determined by GEOID03.
 FL0892
 FL0892.The dynamic height is computed by dividing the NAVD 88
 FL0892.geopotential number by the normal gravity value computed on the
 FL0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0892.degrees latitude (g = 980.6199 gals.).
 FL0892
 FL0892.The modeled gravity was interpolated from observed gravity values.
 FL0892
 FL0892;                    North         East    Units  Estimated Accuracy
 FL0892;SPC TX N     - 1,123,090.      212,860.      MT  (+/- 180 meters Scaled)
 FL0892
 FL0892                          SUPERSEDED SURVEY CONTROL
 FL0892
 FL0892  NGVD 29 (??/??/92) 1038.402  (m)         3406.82   (f) ADJ UNCH    2 0
 FL0892
 FL0892.Superseded values are not recommended for survey control.
 FL0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0892.See file dsdata.txt to determine how the superseded data were derived.
 FL0892
 FL0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD850877(NAD 83)
 FL0892_MARKER: DB = BENCH MARK DISK
 FL0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0892_SP_SET: BANISTER
 FL0892_STAMPING: V-427 1934
 FL0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0892+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 FL0892
 FL0892  HISTORY     - Date     Condition        Report By
 FL0892  HISTORY     - 1934     MONUMENTED       CGS
 FL0892  HISTORY     - 20030408 GOOD             GEOCAC
 FL0892  HISTORY     - 20040804 GOOD             USPSQD
 FL0892  HISTORY     - 20050805 MARK NOT FOUND   USPSQD
 FL0892
 FL0892                          STATION DESCRIPTION
 FL0892
 FL0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0892'IN CLAUDE.
 FL0892'AT THE W. ENTRANCE OF COURT HOUSE, SET VERTICALLY IN S. BANISTER ON S.
 FL0892'SIDE OF STEPS, ABOUT 4 FT. ABOVE GROUND LEVEL.
 FL0892
 FL0892                          STATION RECOVERY (2003)
 FL0892
 FL0892'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 FL0892'RECOVERED IN GOOD CONDITION.
 FL0892
 FL0892                          STATION RECOVERY (2004)
 FL0892
 FL0892'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL0892'RECOVERED IN GOOD CONDITION.
 FL0892
 FL0892                          STATION RECOVERY (2005)
 FL0892
 FL0892'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL0892'THE MARK HA BEEN COVERED WITH PLASTER AND I COULD NOT FIND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0216 ***********************************************************************
 EN0216  DESIGNATION -  V 428
 EN0216  PID         -  EN0216
 EN0216  STATE/COUNTY-  TX/HALL
 EN0216  USGS QUAD   -  BRICE (1985)
 EN0216
 EN0216                         *CURRENT SURVEY CONTROL
 EN0216  ___________________________________________________________________
 EN0216* NAD 83(1986)-  34 42 56.     (N)    100 54 45.     (W)     SCALED    
 EN0216* NAVD 88     -       682.397  (meters)    2238.83   (feet)  ADJUSTED  
 EN0216  ___________________________________________________________________
 EN0216  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EN0216  DYNAMIC HT  -         681.611 (meters)    2236.25  (feet)  COMP
 EN0216  MODELED GRAV-     979,461.6   (mgal)                       NAVD 88
 EN0216
 EN0216  VERT ORDER  -  SECOND    CLASS 0
 EN0216
 EN0216.The horizontal coordinates were scaled from a topographic map and have
 EN0216.an estimated accuracy of +/- 6 seconds.
 EN0216
 EN0216.The orthometric height was determined by differential leveling
 EN0216.and adjusted by the National Geodetic Survey in June 1991..
 EN0216
 EN0216.The geoid height was determined by GEOID03.
 EN0216
 EN0216.The dynamic height is computed by dividing the NAVD 88
 EN0216.geopotential number by the normal gravity value computed on the
 EN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0216.degrees latitude (g = 980.6199 gals.).
 EN0216
 EN0216.The modeled gravity was interpolated from observed gravity values.
 EN0216
 EN0216;                    North         East    Units  Estimated Accuracy
 EN0216;SPC TX N     - 1,079,540.      253,820.      MT  (+/- 180 meters Scaled)
 EN0216
 EN0216                          SUPERSEDED SURVEY CONTROL
 EN0216
 EN0216  NGVD 29 (??/??/92)  682.030  (m)         2237.63   (f) ADJ UNCH    2 0
 EN0216
 EN0216.Superseded values are not recommended for survey control.
 EN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0216.See file dsdata.txt to determine how the superseded data were derived.
 EN0216
 EN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD248431(NAD 83)
 EN0216_MARKER: DB = BENCH MARK DISK
 EN0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0216_STAMPING: V 428 1934
 EN0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0216+STABILITY: SURFACE MOTION
 EN0216
 EN0216  HISTORY     - Date     Condition        Report By
 EN0216  HISTORY     - 1934     MONUMENTED       CGS
 EN0216  HISTORY     - 1955     MARK NOT FOUND   NGS
 EN0216
 EN0216                          STATION DESCRIPTION
 EN0216
 EN0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EN0216'0.1 MI S FROM BRICE.
 EN0216'0.1 MILE SOUTH ALONG THE CLARENDON-QUITAQUE ROAD FROM BRICE, HALL
 EN0216'COUNTY, 23 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A
 EN0216'FENCE CORNER AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0393 ***********************************************************************
 EN0393  DESIGNATION -  V 430 RESET 1936
 EN0393  PID         -  EN0393
 EN0393  STATE/COUNTY-  TX/SWISHER
 EN0393  USGS QUAD   -  TULIA (1981)
 EN0393
 EN0393                         *CURRENT SURVEY CONTROL
 EN0393  ___________________________________________________________________
 EN0393* NAD 83(1986)-  34 31 46.     (N)    101 50 53.     (W)     SCALED    
 EN0393* NAVD 88     -      1076.13   (+/-2cm)    3530.6    (feet)  VERTCON   
 EN0393  ___________________________________________________________________
 EN0393  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EN0393
 EN0393  VERT ORDER  -  THIRD (See Below)
 EN0393
 EN0393.The horizontal coordinates were scaled from a topographic map and have
 EN0393.an estimated accuracy of +/- 6 seconds.
 EN0393
 EN0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0393.The vertical order pertains to the NGVD 29 superseded value.
 EN0393
 EN0393.The geoid height was determined by GEOID03.
 EN0393
 EN0393;                    North         East    Units  Estimated Accuracy
 EN0393;SPC TX N     - 1,058,790.      168,050.      MT  (+/- 180 meters Scaled)
 EN0393
 EN0393                          SUPERSEDED SURVEY CONTROL
 EN0393
 EN0393  NGVD 29 (??/??/??) 1075.69   (m)         3529.2    (f) RESET       3  
 EN0393
 EN0393.Superseded values are not recommended for survey control.
 EN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0393.See file dsdata.txt to determine how the superseded data were derived.
 EN0393
 EN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD385245(NAD 83)
 EN0393_MARKER: DB = BENCH MARK DISK
 EN0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0393_SP_SET: CURB
 EN0393_STAMPING: V 430 RESET 1936
 EN0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0393
 EN0393  HISTORY     - Date     Condition        Report By
 EN0393  HISTORY     - 1936     MONUMENTED       TXHD
 EN0393  HISTORY     - 1965     GOOD             USGS
 EN0393
 EN0393                          STATION DESCRIPTION
 EN0393
 EN0393'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1936
 EN0393'4.5 MI W FROM TULIA.
 EN0393'4.5 MILE WEST ALONG STATE HIGHWAY 86 FROM THE PANHANDLE AND SANTA FE
 EN0393'RAILWAY STATION AT TULIA, AT A TURN TO THE NORTH OF A
 EN0393'POWER-TRANSMISSION LINE, AT THE JUNCTION OF A ROAD LEADING NORTH, AT
 EN0393'5- BY 3-FOOT CONCRETE CULVERT, AND IN THE TOP OF THE NORTH CURB.
 EN0393'NOTE-- AT TULIA, AT THE JUNCTION OF A ROAD LEADING NORTH, 35 FEET EAST
 EN0393'OF THE CENTERLINE OF THE ROAD LEADING NORTH, 22 FEET NORTH OF THE
 EN0393'CENTERLINE OF THE HIGHWAY, AT A 5- BY 3-FOOT CONCRETE CULVERT.
 EN0393
 EN0393                          STATION RECOVERY (1965)
 EN0393
 EN0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0938 ***********************************************************************
 EN0938  DESIGNATION -  V 431 RESET
 EN0938  PID         -  EN0938
 EN0938  STATE/COUNTY-  TX/BRISCOE
 EN0938  USGS QUAD   -  HAY LAKE (1967)
 EN0938
 EN0938                         *CURRENT SURVEY CONTROL
 EN0938  ___________________________________________________________________
 EN0938* NAD 83(1986)-  34 25 21.     (N)    101 09 16.     (W)     SCALED    
 EN0938* NAVD 88     -       976.69   (meters)    3204.4    (feet)  RESET     
 EN0938  ___________________________________________________________________
 EN0938  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EN0938
 EN0938  VERT ORDER  -  THIRD
 EN0938
 EN0938.The horizontal coordinates were scaled from a topographic map and have
 EN0938.an estimated accuracy of +/- 6 seconds.
 EN0938
 EN0938.The orthometric height was computed from unverified reset data.
 EN0938
 EN0938.The geoid height was determined by GEOID03.
 EN0938
 EN0938;                    North         East    Units  Estimated Accuracy
 EN0938;SPC TX N     - 1,046,930.      231,770.      MT  (+/- 180 meters Scaled)
 EN0938
 EN0938                          SUPERSEDED SURVEY CONTROL
 EN0938
 EN0938  NGVD 29 (01/29/03)  976.33   (m)         3203.2    (f) RESET       3  
 EN0938
 EN0938.Superseded values are not recommended for survey control.
 EN0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0938.See file dsdata.txt to determine how the superseded data were derived.
 EN0938
 EN0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD020111(NAD 83)
 EN0938_MARKER: DV = VERTICAL CONTROL DISK
 EN0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0938_SP_SET: CONCRETE POST
 EN0938_STAMPING: V 431 RESET 1971
 EN0938_MARK LOGO: CGS   
 EN0938_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0938+STABILITY: SURFACE MOTION
 EN0938
 EN0938  HISTORY     - Date     Condition        Report By
 EN0938  HISTORY     - 1971     MONUMENTED       NOS
 EN0938
 EN0938                          STATION DESCRIPTION
 EN0938
 EN0938'DESCRIBED BY NATIONAL OCEAN SERVICE 1971
 EN0938'9.65 MILES EAST ALONG STATE HIGHWAY 86 FROM THE COURTHOUSE IN
 EN0938'SILVERTON, AT A GRADED CROSSROAD, 0.2 MILE WEST OF THE JUNCTION WITH
 EN0938'FARM ROAD 145 TO THE SOUTHWEST, 75 FEET NORTH OF THE CENTER OF
 EN0938'HIGHWAY 86, 30 FEET EAST OF THE CROSSROAD, 2.3 FEET EAST OF THE
 EN0938'CORNER FENCE POST, 0.5 MILE SOUTH OF THE FENCE, 1.3 FEET WEST OF A
 EN0938'METAL WITNESS POST, MARK PROJECTS 2 INCHES, AND MARK SHOULD BE USED
 EN0938'WITH CAUTION AS THE ORIGINAL MARK APPEARED TO BE SLIGHTLY DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0146 ***********************************************************************
 DP0146  DESIGNATION -  V 433 RESET 1960
 DP0146  PID         -  DP0146
 DP0146  STATE/COUNTY-  TX/DICKENS
 DP0146  USGS QUAD   -  DICKENS SOUTH (1981)
 DP0146
 DP0146                         *CURRENT SURVEY CONTROL
 DP0146  ___________________________________________________________________
 DP0146* NAD 83(1986)-  33 32 39.     (N)    100 50 35.     (W)     SCALED    
 DP0146* NAVD 88     -       715.60   (meters)    2347.8    (feet)  RESET     
 DP0146  ___________________________________________________________________
 DP0146  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DP0146
 DP0146  VERT ORDER  -  THIRD
 DP0146
 DP0146.The horizontal coordinates were scaled from a topographic map and have
 DP0146.an estimated accuracy of +/- 6 seconds.
 DP0146
 DP0146.The orthometric height was computed from unverified reset data.
 DP0146
 DP0146.The geoid height was determined by GEOID03.
 DP0146
 DP0146;                    North         East    Units  Estimated Accuracy
 DP0146;SPC TXNC     - 2,210,630.      382,430.      MT  (+/- 180 meters Scaled)
 DP0146
 DP0146                          SUPERSEDED SURVEY CONTROL
 DP0146
 DP0146.No superseded survey control is available for this station.
 DP0146
 DP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC288131(NAD 83)
 DP0146_MARKER: DB = BENCH MARK DISK
 DP0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0146_SP_SET: CULVERT
 DP0146_STAMPING: V 433 RESET 1960
 DP0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0146
 DP0146  HISTORY     - Date     Condition        Report By
 DP0146  HISTORY     - 1960     MONUMENTED       CGS
 DP0146  HISTORY     - 1961     GOOD             NGS
 DP0146
 DP0146                          STATION DESCRIPTION
 DP0146
 DP0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DP0146'5.6 MI N FROM SPUR.
 DP0146'ABOUT 5.6 MILES NORTH ALONG STATE HIGHWAY 70, (FORMERLY STATE HIGHWAY
 DP0146'18) FROM THE SECURITY STATE BANK BUILDING AT SPUR, DICKENS COUNTY, AT
 DP0146'A CONCRETE CULVERT, 20 FEET NORTH OF THE CENTERLINE OF A ROAD TO THE
 DP0146'EAST, IN THE CENTER OF THE TOP OF THE EAST HEADWALL OF A CONCRETE
 DP0146'CULVERT, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0155 ***********************************************************************
 EN0155  DESIGNATION -  V 434
 EN0155  PID         -  EN0155
 EN0155  STATE/COUNTY-  TX/MOTLEY
 EN0155  USGS QUAD   -  FLOMOT (1981)
 EN0155
 EN0155                         *CURRENT SURVEY CONTROL
 EN0155  ___________________________________________________________________
 EN0155* NAD 83(1986)-  34 10 01.     (N)    100 53 40.     (W)     SCALED    
 EN0155* NAVD 88     -       695.685  (meters)    2282.43   (feet)  ADJUSTED  
 EN0155  ___________________________________________________________________
 EN0155  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EN0155  DYNAMIC HT  -         694.843 (meters)    2279.66  (feet)  COMP
 EN0155  MODELED GRAV-     979,402.5   (mgal)                       NAVD 88
 EN0155
 EN0155  VERT ORDER  -  SECOND    CLASS 0
 EN0155
 EN0155.The horizontal coordinates were scaled from a topographic map and have
 EN0155.an estimated accuracy of +/- 6 seconds.
 EN0155
 EN0155.The orthometric height was determined by differential leveling
 EN0155.and adjusted by the National Geodetic Survey in June 1991..
 EN0155
 EN0155.The geoid height was determined by GEOID03.
 EN0155
 EN0155.The dynamic height is computed by dividing the NAVD 88
 EN0155.geopotential number by the normal gravity value computed on the
 EN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0155.degrees latitude (g = 980.6199 gals.).
 EN0155
 EN0155.The modeled gravity was interpolated from observed gravity values.
 EN0155
 EN0155;                    North         East    Units  Estimated Accuracy
 EN0155;SPC TXNC     - 2,279,790.      379,230.      MT  (+/- 180 meters Scaled)
 EN0155
 EN0155                          SUPERSEDED SURVEY CONTROL
 EN0155
 EN0155  NGVD 29 (??/??/92)  695.38   (m)         2281.4    (f) COMPUTED    2 0
 EN0155
 EN0155.Superseded values are not recommended for survey control.
 EN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0155.See file dsdata.txt to determine how the superseded data were derived.
 EN0155
 EN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC253822(NAD 83)
 EN0155_MARKER: DB = BENCH MARK DISK
 EN0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0155_SP_SET: BRIDGE
 EN0155_STAMPING: V-434 1934
 EN0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0155
 EN0155  HISTORY     - Date     Condition        Report By
 EN0155  HISTORY     - 1934     MONUMENTED       CGS
 EN0155  HISTORY     - 1935     GOOD             NGS
 EN0155  HISTORY     - 1972     GOOD             NGS
 EN0155
 EN0155                          STATION DESCRIPTION
 EN0155
 EN0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0155'12.2 MI N FROM MATADOR.
 EN0155'12.2 MI. N. ALONG STATE NO. 18 FROM CITY HALL 15 FT. W. OF THE CENTER
 EN0155'LINE OF HWY., AND SET IN THE CENTER OF THE W. WINGWALL OF A 100 FT.
 EN0155'CONC. BRIDGE OVER TOP BALL CREEK.
 EN0155
 EN0155                          STATION RECOVERY (1972)
 EN0155
 EN0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EN0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0156 ***********************************************************************
 EN0156  DESIGNATION -  V 434 RESET 1972
 EN0156  PID         -  EN0156
 EN0156  STATE/COUNTY-  TX/MOTLEY
 EN0156  USGS QUAD   -  FLOMOT (1981)
 EN0156
 EN0156                         *CURRENT SURVEY CONTROL
 EN0156  ___________________________________________________________________
 EN0156* NAD 83(1986)-  34 10 01.     (N)    100 53 40.     (W)     SCALED    
 EN0156* NAVD 88     -       698.96   (meters)    2293.2    (feet)  RESET     
 EN0156  ___________________________________________________________________
 EN0156  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EN0156
 EN0156  VERT ORDER  -  THIRD
 EN0156
 EN0156.The horizontal coordinates were scaled from a topographic map and have
 EN0156.an estimated accuracy of +/- 6 seconds.
 EN0156
 EN0156.The orthometric height was computed from unverified reset data.
 EN0156
 EN0156.The geoid height was determined by GEOID03.
 EN0156
 EN0156;                    North         East    Units  Estimated Accuracy
 EN0156;SPC TXNC     - 2,279,790.      379,230.      MT  (+/- 180 meters Scaled)
 EN0156
 EN0156                          SUPERSEDED SURVEY CONTROL
 EN0156
 EN0156.No superseded survey control is available for this station.
 EN0156
 EN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC253822(NAD 83)
 EN0156_MARKER: DB = BENCH MARK DISK
 EN0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0156_STAMPING: V 434 RESET 1972
 EN0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0156+STABILITY: SURFACE MOTION
 EN0156
 EN0156  HISTORY     - Date     Condition        Report By
 EN0156  HISTORY     - 1972     MONUMENTED       NGS
 EN0156
 EN0156                          STATION DESCRIPTION
 EN0156
 EN0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EN0156'12 MI N FROM MATADOR.
 EN0156'FROM THE INTERSECTION OF U.S. HIGHWAYS 62 AND 70 AND STATE HIGHWAY 70
 EN0156'IN MATADOR.  GO NORTH ON STATE HIGHWAY 70 FOR 7.2 MILES TO THE SMALL
 EN0156'SETTLEMENT OF WHITEFLAT.  CONTINUE NORTH ON STATE HIGHWAY 70 FOR 4.15
 EN0156'MILES TO THE TOM BALL CREEK BRIDGE, CONTINUE NORTH ON STATE HIGHWAY 70
 EN0156'FOR 0.05 MILE TO MARK ON THE LEFT AT FENCE-CORNER OR OFF-SET IN
 EN0156'FENCE-LINE.  A STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND
 EN0156'CONCRETE POST, THAT PROJECTS 6-INCHES AND IS STAMPED V 434 RESET 1972.
 EN0156'IT IS 74 FEET WEST OF THE CENTER-LINE OF STATE HWY. 70, 3 FEET NORTH
 EN0156'OF A 12-INCH FENCE CORNER POST OR OFF-SET IN FENCE-LINE, 3 FEET SOUTH
 EN0156'OF A 12/INCH BRACE FENCE-POST, 1.6 FEET SOUTH OF A METAL WITNESS POST
 EN0156'AND 1 FOOT EAST OF THE FENCE-LINE, ON THE WEST EDGE OF ROAD
 EN0156'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0443 ***********************************************************************
 EM0443  DESIGNATION -  V 436
 EM0443  PID         -  EM0443
 EM0443  STATE/COUNTY-  TX/HARDEMAN
 EM0443  USGS QUAD   -  GOODLETT (1990)
 EM0443
 EM0443                         *CURRENT SURVEY CONTROL
 EM0443  ___________________________________________________________________
 EM0443* NAD 83(1986)-  34 18 40.     (N)    099 53 49.     (W)     SCALED    
 EM0443* NAVD 88     -       473.561  (meters)    1553.67   (feet)  ADJUSTED  
 EM0443  ___________________________________________________________________
 EM0443  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 EM0443  DYNAMIC HT  -         473.025 (meters)    1551.92  (feet)  COMP
 EM0443  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 EM0443
 EM0443  VERT ORDER  -  SECOND    CLASS 0
 EM0443
 EM0443.The horizontal coordinates were scaled from a topographic map and have
 EM0443.an estimated accuracy of +/- 6 seconds.
 EM0443
 EM0443.The orthometric height was determined by differential leveling
 EM0443.and adjusted by the National Geodetic Survey in June 1991..
 EM0443
 EM0443.The geoid height was determined by GEOID03.
 EM0443
 EM0443.The dynamic height is computed by dividing the NAVD 88
 EM0443.geopotential number by the normal gravity value computed on the
 EM0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0443.degrees latitude (g = 980.6199 gals.).
 EM0443
 EM0443.The modeled gravity was interpolated from observed gravity values.
 EM0443
 EM0443;                    North         East    Units  Estimated Accuracy
 EM0443;SPC TXNC     - 2,294,120.      471,410.      MT  (+/- 180 meters Scaled)
 EM0443
 EM0443                          SUPERSEDED SURVEY CONTROL
 EM0443
 EM0443  NGVD 29 (??/??/92)  473.367  (m)         1553.04   (f) ADJ UNCH    2 0
 EM0443
 EM0443.Superseded values are not recommended for survey control.
 EM0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0443.See file dsdata.txt to determine how the superseded data were derived.
 EM0443
 EM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC174970(NAD 83)
 EM0443_MARKER: DB = BENCH MARK DISK
 EM0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0443_STAMPING: V-436 1934
 EM0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0443+STABILITY: SURFACE MOTION
 EM0443
 EM0443  HISTORY     - Date     Condition        Report By
 EM0443  HISTORY     - 1934     MONUMENTED       CGS
 EM0443  HISTORY     - 1984     GOOD             NGS
 EM0443
 EM0443                          STATION DESCRIPTION
 EM0443
 EM0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0443'4.0 MI W FROM ACME.
 EM0443'4.0 MI. W. ALONG Q.A. AND P. RY. 3 1/2 POLES E. OF MI. POST NO. 10, 1
 EM0443'1/2 POLES W. OF MI. POST 9-20, 48 FT. S. OF THE CENTER LINE OF TRACK,
 EM0443'33 FT. E. OF THE CENTER LINE OF SECONDARY ROAD CROSSING THE TRACK, 2
 EM0443'FT. N.W. OF A FENCE CORNER, AND SET IN THE S.E. CORNER OF A GRADE
 EM0443'CROSSING.
 EM0443
 EM0443                          STATION RECOVERY (1984)
 EM0443
 EM0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0568 ***********************************************************************
 EN0568  DESIGNATION -  V 437
 EN0568  PID         -  EN0568
 EN0568  STATE/COUNTY-  TX/COTTLE
 EN0568  USGS QUAD   -  DEVILS CANYON (1981)
 EN0568
 EN0568                         *CURRENT SURVEY CONTROL
 EN0568  ___________________________________________________________________
 EN0568* NAD 83(1986)-  34 00 09.     (N)    100 29 06.     (W)     SCALED    
 EN0568* NAVD 88     -       607.469  (meters)    1993.00   (feet)  ADJUSTED  
 EN0568  ___________________________________________________________________
 EN0568  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EN0568  DYNAMIC HT  -         606.757 (meters)    1990.67  (feet)  COMP
 EN0568  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 EN0568
 EN0568  VERT ORDER  -  SECOND    CLASS 0
 EN0568
 EN0568.The horizontal coordinates were scaled from a topographic map and have
 EN0568.an estimated accuracy of +/- 6 seconds.
 EN0568
 EN0568.The orthometric height was determined by differential leveling
 EN0568.and adjusted by the National Geodetic Survey in June 1991..
 EN0568
 EN0568.The geoid height was determined by GEOID03.
 EN0568
 EN0568.The dynamic height is computed by dividing the NAVD 88
 EN0568.geopotential number by the normal gravity value computed on the
 EN0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0568.degrees latitude (g = 980.6199 gals.).
 EN0568
 EN0568.The modeled gravity was interpolated from observed gravity values.
 EN0568
 EN0568;                    North         East    Units  Estimated Accuracy
 EN0568;SPC TXNC     - 2,260,770.      416,630.      MT  (+/- 180 meters Scaled)
 EN0568
 EN0568                          SUPERSEDED SURVEY CONTROL
 EN0568
 EN0568  NGVD 29 (??/??/92)  607.26   (m)         1992.3    (f) COMPUTED    2 0
 EN0568
 EN0568.Superseded values are not recommended for survey control.
 EN0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0568.See file dsdata.txt to determine how the superseded data were derived.
 EN0568
 EN0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC628634(NAD 83)
 EN0568_MARKER: DB = BENCH MARK DISK
 EN0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0568_STAMPING: V-437 1934
 EN0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0568+STABILITY: SURFACE MOTION
 EN0568
 EN0568  HISTORY     - Date     Condition        Report By
 EN0568  HISTORY     - 1934     MONUMENTED       CGS
 EN0568  HISTORY     - 1958     GOOD             NGS
 EN0568
 EN0568                          STATION DESCRIPTION
 EN0568
 EN0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0568'0.7 MI W FROM NARCISSO.
 EN0568'0.7 MI. W. ALONG Q.A. AND D. RY. 1 POLE W. OF MILE POST NO. 54, 74 FT.
 EN0568'S. OF THE CENTER LINE OF TRACK, 60 FT. S.E. OF A SIGN MARKED STATION 1
 EN0568'MI., AND 1 FT. N. OF THE FENCE LINE.
 EN0568
 EN0568                          STATION RECOVERY (1958)
 EN0568
 EN0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0234 ***********************************************************************
 DP0234  DESIGNATION -  V 438
 DP0234  PID         -  DP0234
 DP0234  STATE/COUNTY-  TX/FLOYD
 DP0234  USGS QUAD   -  BOOTHE (1965)
 DP0234
 DP0234                         *CURRENT SURVEY CONTROL
 DP0234  ___________________________________________________________________
 DP0234* NAD 83(1986)-  33 58 08.     (N)    101 10 03.     (W)     SCALED    
 DP0234* NAVD 88     -       949.318  (meters)    3114.55   (feet)  ADJUSTED  
 DP0234  ___________________________________________________________________
 DP0234  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DP0234  DYNAMIC HT  -         948.108 (meters)    3110.58  (feet)  COMP
 DP0234  MODELED GRAV-     979,329.8   (mgal)                       NAVD 88
 DP0234
 DP0234  VERT ORDER  -  SECOND    CLASS 0
 DP0234
 DP0234.The horizontal coordinates were scaled from a topographic map and have
 DP0234.an estimated accuracy of +/- 6 seconds.
 DP0234
 DP0234.The orthometric height was determined by differential leveling
 DP0234.and adjusted by the National Geodetic Survey in June 1991..
 DP0234
 DP0234.The geoid height was determined by GEOID03.
 DP0234
 DP0234.The dynamic height is computed by dividing the NAVD 88
 DP0234.geopotential number by the normal gravity value computed on the
 DP0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0234.degrees latitude (g = 980.6199 gals.).
 DP0234
 DP0234.The modeled gravity was interpolated from observed gravity values.
 DP0234
 DP0234;                    North         East    Units  Estimated Accuracy
 DP0234;SPC TXNC     - 2,258,440.      353,500.      MT  (+/- 180 meters Scaled)
 DP0234
 DP0234                          SUPERSEDED SURVEY CONTROL
 DP0234
 DP0234  NGVD 29 (??/??/92)  948.958  (m)         3113.37   (f) ADJ UNCH    2 0
 DP0234
 DP0234.Superseded values are not recommended for survey control.
 DP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0234.See file dsdata.txt to determine how the superseded data were derived.
 DP0234
 DP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC997608(NAD 83)
 DP0234_MARKER: DB = BENCH MARK DISK
 DP0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0234_STAMPING: V 438 1934
 DP0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0234+STABILITY: SURFACE MOTION
 DP0234
 DP0234  HISTORY     - Date     Condition        Report By
 DP0234  HISTORY     - 1934     MONUMENTED       CGS
 DP0234  HISTORY     - 1958     GOOD             NGS
 DP0234
 DP0234                          STATION DESCRIPTION
 DP0234
 DP0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0234'4.4 MI W FROM DOUGHERTY.
 DP0234'ABOUT 4.4 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0234'THE STATION AT DOUGHERTY, FLOYD COUNTY, 2 POLES WEST OF MILEPOST
 DP0234'100+05, ABOUT 54 FEET WEST OF A T-FENCE CORNER, 49 FEET NORTH OF THE
 DP0234'CENTER LINE OF THE TRACK, 2 FEET NORTH OF A POLE, AND 1 FOOT SOUTH OF
 DP0234'THE FENCE.  A STANDARD DISK, STAMPED V 438 1934 AND SET IN THE TOP OF
 DP0234'A CONCRETE POST.
 DP0234
 DP0234                          STATION RECOVERY (1958)
 DP0234
 DP0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0355 ***********************************************************************
 EN0355  DESIGNATION -  V 439
 EN0355  PID         -  EN0355
 EN0355  STATE/COUNTY-  TX/HALE
 EN0355  USGS QUAD   -  WASSON (1979)
 EN0355
 EN0355                         *CURRENT SURVEY CONTROL
 EN0355  ___________________________________________________________________
 EN0355* NAD 83(1993)-  34 11 21.18188(N)    101 48 24.64913(W)     ADJUSTED  
 EN0355* NAVD 88     -      1045.569  (meters)    3430.34   (feet)  ADJUSTED  
 EN0355  ___________________________________________________________________
 EN0355  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 EN0355  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 EN0355  DYNAMIC HT  -        1044.235 (meters)    3425.96  (feet)  COMP
 EN0355  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 EN0355
 EN0355  HORZ ORDER  -  SECOND
 EN0355  VERT ORDER  -  SECOND    CLASS 0
 EN0355
 EN0355.The horizontal coordinates were established by classical geodetic methods
 EN0355.and adjusted by the National Geodetic Survey in February 1996..
 EN0355
 EN0355.The orthometric height was determined by differential leveling
 EN0355.and adjusted by the National Geodetic Survey in June 1991..
 EN0355
 EN0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0355
 EN0355.The geoid height was determined by GEOID03.
 EN0355
 EN0355.The dynamic height is computed by dividing the NAVD 88
 EN0355.geopotential number by the normal gravity value computed on the
 EN0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0355.degrees latitude (g = 980.6199 gals.).
 EN0355
 EN0355.The modeled gravity was interpolated from observed gravity values.
 EN0355
 EN0355;                    North         East     Units Scale Factor Converg.
 EN0355;SPC TXNC     - 2,284,544.020   295,205.798   MT  1.00006968   -1 48 12.7
 EN0355;SPC TXNC     - 7,495,208.17    968,521.02   sFT  1.00006968   -1 48 12.7
 EN0355;UTM  14      - 3,786,698.360   241,331.485   MT  1.00042486   -1 34 41.2
 EN0355
 EN0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0355!SPC TXNC     -   0.99983997  x   1.00006968  =   0.99990964
 EN0355!UTM  14      -   0.99983997  x   1.00042486  =   1.00026476
 EN0355
 EN0355                          SUPERSEDED SURVEY CONTROL
 EN0355
 EN0355  NAD 83(1986)-  34 11 21.18792(N)    101 48 24.64339(W) AD(       ) 2
 EN0355  NAD 27      -  34 11 20.95779(N)    101 48 23.05393(W) AD(       ) 2
 EN0355  NGVD 29 (??/??/92) 1045.141  (m)         3428.93   (f) ADJ UNCH    2 0
 EN0355
 EN0355.Superseded values are not recommended for survey control.
 EN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0355.See file dsdata.txt to determine how the superseded data were derived.
 EN0355
 EN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4133186698(NAD 83)
 EN0355_MARKER: DB = BENCH MARK DISK
 EN0355_SETTING: 0 = UNSPECIFIED SETTING
 EN0355_STAMPING: V 439 1934
 EN0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0355
 EN0355  HISTORY     - Date     Condition        Report By
 EN0355  HISTORY     - 1934     MONUMENTED       CGS
 EN0355  HISTORY     - 1975     GOOD             NGS
 EN0355
 EN0355                          STATION DESCRIPTION
 EN0355
 EN0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 EN0355'4 MI W FROM PLAINVIEW.
 EN0355'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 87 IN THE WEST
 EN0355'OUTSKIRTS OF PLAINVIEW, GO WEST ON HIGHWAY 70 FOR 2.75 MILES TO THE
 EN0355'MARK ON THE RIGHT.  IT IS 65 FEET WEST OF A TREE, 50.5 FEET NORTH OF
 EN0355'THE CENTER OF THE HIGHWAY AND 12 FEET SOUTH OF A TELEPHONE LINE POLE.
 EN0355'NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WASSON
 EN0355'1964, THE DISTANCE BEING 1425.173 METERS SOUTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1585 ***********************************************************************
 AN1585  DESIGNATION -  V 44
 AN1585  PID         -  AN1585
 AN1585  STATE/COUNTY-  TX/KARNES
 AN1585  USGS QUAD   -  KARNES CITY (1987)
 AN1585
 AN1585                         *CURRENT SURVEY CONTROL
 AN1585  ___________________________________________________________________
 AN1585* NAD 83(1986)-  28 52 48.     (N)    097 53 34.     (W)     SCALED    
 AN1585* NAVD 88     -       115.338  (meters)     378.40   (feet)  ADJUSTED  
 AN1585  ___________________________________________________________________
 AN1585  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AN1585  DYNAMIC HT  -         115.170 (meters)     377.85  (feet)  COMP
 AN1585  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 AN1585
 AN1585  VERT ORDER  -  FIRST     CLASS II
 AN1585
 AN1585.The horizontal coordinates were scaled from a topographic map and have
 AN1585.an estimated accuracy of +/- 6 seconds.
 AN1585
 AN1585.The orthometric height was determined by differential leveling
 AN1585.and adjusted by the National Geodetic Survey in June 1991..
 AN1585
 AN1585.The geoid height was determined by GEOID03.
 AN1585
 AN1585.The dynamic height is computed by dividing the NAVD 88
 AN1585.geopotential number by the normal gravity value computed on the
 AN1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1585.degrees latitude (g = 980.6199 gals.).
 AN1585
 AN1585.The modeled gravity was interpolated from observed gravity values.
 AN1585
 AN1585;                    North         East    Units  Estimated Accuracy
 AN1585;SPC TXSC     - 4,116,510.      708,000.      MT  (+/- 180 meters Scaled)
 AN1585
 AN1585                          SUPERSEDED SURVEY CONTROL
 AN1585
 AN1585  NGVD 29 (??/??/92)  115.31   (m)          378.3    (f) COMPUTED    1 2
 AN1585
 AN1585.Superseded values are not recommended for survey control.
 AN1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1585.See file dsdata.txt to determine how the superseded data were derived.
 AN1585
 AN1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS079951(NAD 83)
 AN1585_MARKER: DB = BENCH MARK DISK
 AN1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1585+STABILITY: SURFACE MOTION
 AN1585
 AN1585  HISTORY     - Date     Condition        Report By
 AN1585  HISTORY     - UNK      MONUMENTED       CGS
 AN1585  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN1585  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1585
 AN1585                          STATION DESCRIPTION
 AN1585
 AN1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1585'0.5 MI SE FROM KARNES CITY.
 AN1585'0.5 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AN1585'AT KARNES CITY, KARNES COUNTY, 23 FEET SOUTHEAST OF THE TWELFTH POLE
 AN1585'SOUTHEAST OF MILEPOST 55, 45 FEET SOUTHEAST OF THE SOUTHEAST END OF
 AN1585'BRIDGE 55.38 OVER US. HIGHWAY 181, 45.5 FEET NORTHEAST OF THE
 AN1585'CENTERLINE OF THE TRACK, 4 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 AN1585'2.8 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AN1585'TRACK, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IN OCTOBER 1959
 AN1585'THE TEXAS HIGHWAY DEPARTMENT REPORTED THE MARK IS DISTURBED BY A
 AN1585'TRACTOR.
 AN1585
 AN1585                          STATION RECOVERY (1981)
 AN1585
 AN1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1585'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1586 ***********************************************************************
 AN1586  DESIGNATION -  V 44 RESET 1962
 AN1586  PID         -  AN1586
 AN1586  STATE/COUNTY-  TX/KARNES
 AN1586  USGS QUAD   -  KARNES CITY (1987)
 AN1586
 AN1586                         *CURRENT SURVEY CONTROL
 AN1586  ___________________________________________________________________
 AN1586* NAD 83(1986)-  28 52 49.     (N)    097 53 35.     (W)     SCALED    
 AN1586* NAVD 88     -       115.828  (meters)     380.01   (feet)  ADJUSTED  
 AN1586  ___________________________________________________________________
 AN1586  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AN1586  DYNAMIC HT  -         115.659 (meters)     379.46  (feet)  COMP
 AN1586  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 AN1586
 AN1586  VERT ORDER  -  FIRST     CLASS II
 AN1586
 AN1586.The horizontal coordinates were scaled from a topographic map and have
 AN1586.an estimated accuracy of +/- 6 seconds.
 AN1586
 AN1586.The orthometric height was determined by differential leveling
 AN1586.and adjusted by the National Geodetic Survey in June 1991..
 AN1586
 AN1586.The geoid height was determined by GEOID03.
 AN1586
 AN1586.The dynamic height is computed by dividing the NAVD 88
 AN1586.geopotential number by the normal gravity value computed on the
 AN1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1586.degrees latitude (g = 980.6199 gals.).
 AN1586
 AN1586.The modeled gravity was interpolated from observed gravity values.
 AN1586
 AN1586;                    North         East    Units  Estimated Accuracy
 AN1586;SPC TXSC     - 4,116,540.      707,970.      MT  (+/- 180 meters Scaled)
 AN1586
 AN1586                          SUPERSEDED SURVEY CONTROL
 AN1586
 AN1586.No superseded survey control is available for this station.
 AN1586
 AN1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS079952(NAD 83)
 AN1586_MARKER: DB = BENCH MARK DISK
 AN1586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1586_SP_SET: RETAINING WALL
 AN1586_STAMPING: V 44 RESET 1962
 AN1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1586
 AN1586  HISTORY     - Date     Condition        Report By
 AN1586  HISTORY     - 1962     MONUMENTED       CGS
 AN1586  HISTORY     - 1981     GOOD             NGS
 AN1586
 AN1586                          STATION DESCRIPTION
 AN1586
 AN1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AN1586'0.55 MI SE FROM KARNES CITY.
 AN1586'ABOUT 0.55 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN1586'CROSSING OF FARM-TO-MARKET ROAD 99 AT KARNES CITY, AT THE SOUTHEAST
 AN1586'END OF A RAILROAD UNDERPASS FOR U.S. HIGHWAY 81 CITY ROUTE, SET IN THE
 AN1586'TOP OF THE SOUTHEAST END OF A CONCRETE RETAINING WALL WHICH EXTENDS
 AN1586'SOUTHEASTERLY FROM THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 AN1586'ABUTMENT OF THE UNDERPASS.  7 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL
 AN1586'OF THE TRACK, ABOUT LEVEL WITH THE TRACK, AND ABOUT 2 FEET ABOVE THE
 AN1586'SURFACE OF THE GROUND.
 AN1586
 AN1586                          STATION RECOVERY (1981)
 AN1586
 AN1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1586'0.8 KM (0.5 MI) EAST ALONG U.S. HIGHWAY 181 BUSINESS (CALVERT STREET)
 AN1586'FROM THE COURTHOUSE IN KARNES CITY, THENCE 0.4 KM (0.25 MI) SOUTH
 AN1586'ALONG U.S. HIGHWAY 181 BUSINESS, AT THE SOUTHERN PACIFIC RAILROAD
 AN1586'OVERPASS, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT,
 AN1586'18.9 METERS (62.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 AN1586'NORTHBOUND LANE OF THE HIGHWAY, 2.2 METERS (7.3 FT) NORTHEAST OF THE
 AN1586'NORTHEAST RAIL.
 AN1586'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0153 ***********************************************************************
 EO0153  DESIGNATION -  V 440
 EO0153  PID         -  EO0153
 EO0153  STATE/COUNTY-  TX/LAMB
 EO0153  USGS QUAD   -  MULESHOE NE (1980)
 EO0153
 EO0153                         *CURRENT SURVEY CONTROL
 EO0153  ___________________________________________________________________
 EO0153* NAD 83(1986)-  34 14 52.     (N)    102 34 15.     (W)     SCALED    
 EO0153* NAVD 88     -      1139.449  (meters)    3738.34   (feet)  ADJUSTED  
 EO0153  ___________________________________________________________________
 EO0153  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 EO0153  DYNAMIC HT  -        1137.978 (meters)    3733.52  (feet)  COMP
 EO0153  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 EO0153
 EO0153  VERT ORDER  -  SECOND    CLASS 0
 EO0153
 EO0153.The horizontal coordinates were scaled from a topographic map and have
 EO0153.an estimated accuracy of +/- 6 seconds.
 EO0153
 EO0153.The orthometric height was determined by differential leveling
 EO0153.and adjusted by the National Geodetic Survey in June 1991..
 EO0153
 EO0153.The geoid height was determined by GEOID03.
 EO0153
 EO0153.The dynamic height is computed by dividing the NAVD 88
 EO0153.geopotential number by the normal gravity value computed on the
 EO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0153.degrees latitude (g = 980.6199 gals.).
 EO0153
 EO0153.The modeled gravity was interpolated from observed gravity values.
 EO0153
 EO0153;                    North         East    Units  Estimated Accuracy
 EO0153;SPC TXNC     - 2,293,510.      225,070.      MT  (+/- 180 meters Scaled)
 EO0153
 EO0153                          SUPERSEDED SURVEY CONTROL
 EO0153
 EO0153  NGVD 29 (??/??/92) 1138.911  (m)         3736.58   (f) ADJ UNCH    2 0
 EO0153
 EO0153.Superseded values are not recommended for survey control.
 EO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0153.See file dsdata.txt to determine how the superseded data were derived.
 EO0153
 EO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT237922(NAD 83)
 EO0153_MARKER: DB = BENCH MARK DISK
 EO0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0153_STAMPING: V-440 1934
 EO0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0153+STABILITY: SURFACE MOTION
 EO0153
 EO0153  HISTORY     - Date     Condition        Report By
 EO0153  HISTORY     - 1934     MONUMENTED       CGS
 EO0153  HISTORY     - 1962     MARK NOT FOUND   USGS
 EO0153
 EO0153                          STATION DESCRIPTION
 EO0153
 EO0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0153'9.6 MI W FROM EARTH.
 EO0153'9.6 MI. W. ALONG U.S. NO. 70 (10.0 MI. E. OF MULESHOE) 30 FT. S. OF
 EO0153'THE CENTER LINE OF HWY., 2 FT. W. OF A FENCE CORNER, AND 1 FT. N. OF
 EO0153'THE FENCE LINE.  NOTE-- ON OLD HIGHWAY 70 WHICH IS 1 MI N OF PRESENT
 EO0153'RD.
 EO0153
 EO0153                          STATION RECOVERY (1962)
 EO0153
 EO0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EO0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0226 ***********************************************************************
 DQ0226  DESIGNATION -  V 441
 DQ0226  PID         -  DQ0226
 DQ0226  STATE/COUNTY-  TX/COCHRAN
 DQ0226  USGS QUAD   -  MORTON SW (1970)
 DQ0226
 DQ0226                         *CURRENT SURVEY CONTROL
 DQ0226  ___________________________________________________________________
 DQ0226* NAD 83(1986)-  33 37 22.     (N)    102 54 41.     (W)     SCALED    
 DQ0226* NAVD 88     -      1178.667  (meters)    3867.01   (feet)  ADJUSTED  
 DQ0226  ___________________________________________________________________
 DQ0226  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DQ0226  DYNAMIC HT  -        1177.104 (meters)    3861.88  (feet)  COMP
 DQ0226  MODELED GRAV-     979,270.1   (mgal)                       NAVD 88
 DQ0226
 DQ0226  VERT ORDER  -  SECOND    CLASS 0
 DQ0226
 DQ0226.The horizontal coordinates were scaled from a topographic map and have
 DQ0226.an estimated accuracy of +/- 6 seconds.
 DQ0226
 DQ0226.The orthometric height was determined by differential leveling
 DQ0226.and adjusted by the National Geodetic Survey in June 1991..
 DQ0226
 DQ0226.The geoid height was determined by GEOID03.
 DQ0226
 DQ0226.The dynamic height is computed by dividing the NAVD 88
 DQ0226.geopotential number by the normal gravity value computed on the
 DQ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0226.degrees latitude (g = 980.6199 gals.).
 DQ0226
 DQ0226.The modeled gravity was interpolated from observed gravity values.
 DQ0226
 DQ0226;                    North         East    Units  Estimated Accuracy
 DQ0226;SPC TXNC     - 2,225,510.      190,810.      MT  (+/- 180 meters Scaled)
 DQ0226
 DQ0226                          SUPERSEDED SURVEY CONTROL
 DQ0226
 DQ0226  NGVD 29 (??/??/92) 1178.235  (m)         3865.59   (f) ADJ UNCH    2 0
 DQ0226
 DQ0226.Superseded values are not recommended for survey control.
 DQ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0226.See file dsdata.txt to determine how the superseded data were derived.
 DQ0226
 DQ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT937222(NAD 83)
 DQ0226_MARKER: DB = BENCH MARK DISK
 DQ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0226_STAMPING: V 441 1934
 DQ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0226+STABILITY: SURFACE MOTION
 DQ0226
 DQ0226  HISTORY     - Date     Condition        Report By
 DQ0226  HISTORY     - 1934     MONUMENTED       CGS
 DQ0226  HISTORY     - 1978     GOOD             DOD
 DQ0226
 DQ0226                          STATION DESCRIPTION
 DQ0226
 DQ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0226'6.1 MI W FROM LEHMAN.
 DQ0226'6.1 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0226'STATION AT LEHMAN, COCHRAN COUNTY, 6.2 MILES EAST OF THE STATION AT
 DQ0226'BLEDSOE, 0.2 MILE EAST OF THE HAVAN STATION SIGN, 76 FEET NORTH OF THE
 DQ0226'CENTERLINE OF THE MAIN TRACK, 60 FEET SOUTH OF THE CENTERLINE OF A
 DQ0226'ROAD, AND 2 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD
 DQ0226'DISK, STAMPED V 441 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DQ0226
 DQ0226                          STATION RECOVERY (1978)
 DQ0226
 DQ0226'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 DQ0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0115 ***********************************************************************
 DQ0115  DESIGNATION -  V 442
 DQ0115  PID         -  DQ0115
 DQ0115  STATE/COUNTY-  TX/TERRY
 DQ0115  USGS QUAD   -  MOUND LAKE (1969)
 DQ0115
 DQ0115                         *CURRENT SURVEY CONTROL
 DQ0115  ___________________________________________________________________
 DQ0115* NAD 83(1986)-  33 10 52.     (N)    102 06 53.     (W)     SCALED    
 DQ0115* NAVD 88     -       971.438  (meters)    3187.13   (feet)  ADJUSTED  
 DQ0115  ___________________________________________________________________
 DQ0115  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 DQ0115  DYNAMIC HT  -         970.149 (meters)    3182.90  (feet)  COMP
 DQ0115  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 DQ0115
 DQ0115  VERT ORDER  -  SECOND    CLASS 0
 DQ0115
 DQ0115.The horizontal coordinates were scaled from a topographic map and have
 DQ0115.an estimated accuracy of +/- 6 seconds.
 DQ0115
 DQ0115.The orthometric height was determined by differential leveling
 DQ0115.and adjusted by the National Geodetic Survey in June 1991..
 DQ0115
 DQ0115.The geoid height was determined by GEOID03.
 DQ0115
 DQ0115.The dynamic height is computed by dividing the NAVD 88
 DQ0115.geopotential number by the normal gravity value computed on the
 DQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0115.degrees latitude (g = 980.6199 gals.).
 DQ0115
 DQ0115.The modeled gravity was interpolated from observed gravity values.
 DQ0115
 DQ0115;                    North         East    Units  Estimated Accuracy
 DQ0115;SPC TXNC     - 2,173,740.      262,990.      MT  (+/- 180 meters Scaled)
 DQ0115
 DQ0115                          SUPERSEDED SURVEY CONTROL
 DQ0115
 DQ0115  NGVD 29 (??/??/92)  971.08   (m)         3186.0    (f) COMPUTED    2 0
 DQ0115
 DQ0115.Superseded values are not recommended for survey control.
 DQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0115.See file dsdata.txt to determine how the superseded data were derived.
 DQ0115
 DQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS690750(NAD 83)
 DQ0115_MARKER: DB = BENCH MARK DISK
 DQ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0115_STAMPING: V-442 1934
 DQ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0115+STABILITY: SURFACE MOTION
 DQ0115
 DQ0115  HISTORY     - Date     Condition        Report By
 DQ0115  HISTORY     - 1934     MONUMENTED       CGS
 DQ0115
 DQ0115                          STATION DESCRIPTION
 DQ0115
 DQ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0115'10.0 MI E FROM BROWNFIELD.
 DQ0115'10.0 MI. E. OF STA. ALONG U.S. NO. 380 AND STATE NO. 84 AT A SMALL
 DQ0115'RISE, 45 FT. S. OF THE CENTER LINE OF HWY., 7 FT. W. OF A TELEPHONE
 DQ0115'POLE AND IN TELEPHONE LINE, AND 2 FT. N. OF RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0698 ***********************************************************************
 CU0698  DESIGNATION -  V 444
 CU0698  PID         -  CU0698
 CU0698  STATE/COUNTY-  TX/DAWSON
 CU0698  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0698
 CU0698                         *CURRENT SURVEY CONTROL
 CU0698  ___________________________________________________________________
 CU0698* NAD 83(1986)-  32 43 57.     (N)    101 57 06.     (W)     SCALED    
 CU0698* NAVD 88     -       911.557  (meters)    2990.67   (feet)  ADJUSTED  
 CU0698  ___________________________________________________________________
 CU0698  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CU0698  DYNAMIC HT  -         910.340 (meters)    2986.67  (feet)  COMP
 CU0698  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 CU0698
 CU0698  VERT ORDER  -  SECOND    CLASS 0
 CU0698
 CU0698.The horizontal coordinates were scaled from a topographic map and have
 CU0698.an estimated accuracy of +/- 6 seconds.
 CU0698
 CU0698.The orthometric height was determined by differential leveling
 CU0698.and adjusted by the National Geodetic Survey in June 1991..
 CU0698
 CU0698.The geoid height was determined by GEOID03.
 CU0698
 CU0698.The dynamic height is computed by dividing the NAVD 88
 CU0698.geopotential number by the normal gravity value computed on the
 CU0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0698.degrees latitude (g = 980.6199 gals.).
 CU0698
 CU0698.The modeled gravity was interpolated from observed gravity values.
 CU0698
 CU0698;                    North         East    Units  Estimated Accuracy
 CU0698;SPC TXNC     - 2,123,500.      276,560.      MT  (+/- 180 meters Scaled)
 CU0698
 CU0698                          SUPERSEDED SURVEY CONTROL
 CU0698
 CU0698  NGVD 29 (??/??/92)  911.225  (m)         2989.58   (f) ADJ UNCH    2 0
 CU0698
 CU0698.Superseded values are not recommended for survey control.
 CU0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0698.See file dsdata.txt to determine how the superseded data were derived.
 CU0698
 CU0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB233254(NAD 83)
 CU0698_MARKER: DB = BENCH MARK DISK
 CU0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0698_SP_SET: BUILDING
 CU0698_STAMPING: V 444 1934
 CU0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0698
 CU0698  HISTORY     - Date     Condition        Report By
 CU0698  HISTORY     - 1934     MONUMENTED       CGS
 CU0698  HISTORY     - 1961     GOOD             NGS
 CU0698
 CU0698                          STATION DESCRIPTION
 CU0698
 CU0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0698'IN LAMESA.
 CU0698'AT LAMESA, DAWSON COUNTY, AT THE NORTH ENTRANCE TO THE COUNTY
 CU0698'COURTHOUSE, IN THE BRICK FACING OF THE EAST CORBEL, AND 9 FEET EAST OF
 CU0698'THE CENTER OF THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0331 ***********************************************************************
 DP0331  DESIGNATION -  V 445
 DP0331  PID         -  DP0331
 DP0331  STATE/COUNTY-  TX/LYNN
 DP0331  USGS QUAD   -  SKEEN LAKE (1969)
 DP0331
 DP0331                         *CURRENT SURVEY CONTROL
 DP0331  ___________________________________________________________________
 DP0331* NAD 83(1986)-  33 01 15.     (N)    101 47 31.     (W)     SCALED    
 DP0331* NAVD 88     -       930.234  (meters)    3051.94   (feet)  ADJUSTED  
 DP0331  ___________________________________________________________________
 DP0331  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 DP0331  DYNAMIC HT  -         929.005 (meters)    3047.91  (feet)  COMP
 DP0331  MODELED GRAV-     979,285.4   (mgal)                       NAVD 88
 DP0331
 DP0331  VERT ORDER  -  SECOND    CLASS 0
 DP0331
 DP0331.The horizontal coordinates were scaled from a topographic map and have
 DP0331.an estimated accuracy of +/- 6 seconds.
 DP0331
 DP0331.The orthometric height was determined by differential leveling
 DP0331.and adjusted by the National Geodetic Survey in June 1991..
 DP0331
 DP0331.The geoid height was determined by GEOID03.
 DP0331
 DP0331.The dynamic height is computed by dividing the NAVD 88
 DP0331.geopotential number by the normal gravity value computed on the
 DP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0331.degrees latitude (g = 980.6199 gals.).
 DP0331
 DP0331.The modeled gravity was interpolated from observed gravity values.
 DP0331
 DP0331;                    North         East    Units  Estimated Accuracy
 DP0331;SPC TXNC     - 2,154,980.      292,520.      MT  (+/- 180 meters Scaled)
 DP0331
 DP0331                          SUPERSEDED SURVEY CONTROL
 DP0331
 DP0331  NGVD 29 (??/??/92)  929.865  (m)         3050.73   (f) ADJ UNCH    2 0
 DP0331
 DP0331.Superseded values are not recommended for survey control.
 DP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0331.See file dsdata.txt to determine how the superseded data were derived.
 DP0331
 DP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB392570(NAD 83)
 DP0331_MARKER: DB = BENCH MARK DISK
 DP0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0331_STAMPING: V 445 1934
 DP0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0331+STABILITY: SURFACE MOTION
 DP0331
 DP0331  HISTORY     - Date     Condition        Report By
 DP0331  HISTORY     - 1934     MONUMENTED       CGS
 DP0331  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0331
 DP0331                          STATION DESCRIPTION
 DP0331
 DP0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0331'4.5 MI N FROM ODONNELL.
 DP0331'4.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0331'STATION AT ODONNELL, 0.5 MILE SOUTH OF MILEPOST 31, 265 FEET NORTH OF
 DP0331'A ROAD CROSSING, 50 FEET EAST OF THE CENTERLINE OF THE TRACK, 21 FEET
 DP0331'WEST OF THE CENTERLINE OF A DIRT ROAD, AND 3 FEET EAST OF THE
 DP0331'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 445 1934 AND SET IN
 DP0331'THE TOP OF A CONCRETE POST.
 DP0331
 DP0331                          STATION RECOVERY (1968)
 DP0331
 DP0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0490 ***********************************************************************
 CU0490  DESIGNATION -  V 446
 CU0490  PID         -  CU0490
 CU0490  STATE/COUNTY-  TX/BORDEN
 CU0490  USGS QUAD   -  FIVEMILE CREEK (1969)
 CU0490
 CU0490                         *CURRENT SURVEY CONTROL
 CU0490  ___________________________________________________________________
 CU0490* NAD 83(1986)-  32 47 02.     (N)    101 21 13.     (W)     SCALED    
 CU0490* NAVD 88     -       739.369  (meters)    2425.75   (feet)  ADJUSTED  
 CU0490  ___________________________________________________________________
 CU0490  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CU0490  DYNAMIC HT  -         738.397 (meters)    2422.56  (feet)  COMP
 CU0490  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 CU0490
 CU0490  VERT ORDER  -  SECOND    CLASS 0
 CU0490
 CU0490.The horizontal coordinates were scaled from a topographic map and have
 CU0490.an estimated accuracy of +/- 6 seconds.
 CU0490
 CU0490.The orthometric height was determined by differential leveling
 CU0490.and adjusted by the National Geodetic Survey in June 1991..
 CU0490
 CU0490.The geoid height was determined by GEOID03.
 CU0490
 CU0490.The dynamic height is computed by dividing the NAVD 88
 CU0490.geopotential number by the normal gravity value computed on the
 CU0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0490.degrees latitude (g = 980.6199 gals.).
 CU0490
 CU0490.The modeled gravity was interpolated from observed gravity values.
 CU0490
 CU0490;                    North         East    Units  Estimated Accuracy
 CU0490;SPC TXNC     - 2,127,520.      332,740.      MT  (+/- 180 meters Scaled)
 CU0490
 CU0490                          SUPERSEDED SURVEY CONTROL
 CU0490
 CU0490  NGVD 29 (??/??/92)  739.047  (m)         2424.69   (f) ADJ UNCH    2 0
 CU0490
 CU0490.Superseded values are not recommended for survey control.
 CU0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0490.See file dsdata.txt to determine how the superseded data were derived.
 CU0490
 CU0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB795297(NAD 83)
 CU0490_MARKER: DB = BENCH MARK DISK
 CU0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0490_STAMPING: V 446 1934
 CU0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0490+STABILITY: SURFACE MOTION
 CU0490
 CU0490  HISTORY     - Date     Condition        Report By
 CU0490  HISTORY     - 1934     MONUMENTED       CGS
 CU0490
 CU0490                          STATION DESCRIPTION
 CU0490
 CU0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0490'5.4 MI E FROM GAIL.
 CU0490'5.4 MILES EAST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CU0490'GAIL, BORDEN COUNTY, 0.1 MILE EAST OF A DIP, 0.1 MILE WEST OF A
 CU0490'BRIDGE, 36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 CU0490'NORTH OF A FENCE.  A STANDARD DISK, STAMPED V 446 1934 AND SET IN THE
 CU0490'TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS ON THE OLD HIGHWAY AND
 CU0490'NORTH OF THE PRESENT PAVED HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0279 ***********************************************************************
 CC0279  DESIGNATION -  V 447
 CC0279  PID         -  CC0279
 CC0279  STATE/COUNTY-  TX/WINKLER
 CC0279  USGS QUAD   -  KERMIT (1970)
 CC0279
 CC0279                         *CURRENT SURVEY CONTROL
 CC0279  ___________________________________________________________________
 CC0279* NAD 83(1986)-  31 49 12.     (N)    103 07 03.     (W)     SCALED    
 CC0279* NAVD 88     -       863.835  (meters)    2834.10   (feet)  ADJUSTED  
 CC0279  ___________________________________________________________________
 CC0279  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CC0279  DYNAMIC HT  -         862.618 (meters)    2830.11  (feet)  COMP
 CC0279  MODELED GRAV-     979,202.0   (mgal)                       NAVD 88
 CC0279
 CC0279  VERT ORDER  -  SECOND    CLASS 0
 CC0279
 CC0279.The horizontal coordinates were scaled from a topographic map and have
 CC0279.an estimated accuracy of +/- 6 seconds.
 CC0279
 CC0279.The orthometric height was determined by differential leveling
 CC0279.and adjusted by the National Geodetic Survey in June 1991..
 CC0279
 CC0279.The geoid height was determined by GEOID03.
 CC0279
 CC0279.The dynamic height is computed by dividing the NAVD 88
 CC0279.geopotential number by the normal gravity value computed on the
 CC0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0279.degrees latitude (g = 980.6199 gals.).
 CC0279
 CC0279.The modeled gravity was interpolated from observed gravity values.
 CC0279
 CC0279;                    North         East    Units  Estimated Accuracy
 CC0279;SPC TX C     - 3,242,020.      436,440.      MT  (+/- 180 meters Scaled)
 CC0279
 CC0279                          SUPERSEDED SURVEY CONTROL
 CC0279
 CC0279  NGVD 29 (??/??/92)  863.459  (m)         2832.87   (f) ADJ UNCH    2 0
 CC0279
 CC0279.Superseded values are not recommended for survey control.
 CC0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0279.See file dsdata.txt to determine how the superseded data were derived.
 CC0279
 CC0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR781220(NAD 83)
 CC0279_MARKER: DB = BENCH MARK DISK
 CC0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0279_STAMPING: V 447 1935
 CC0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0279+STABILITY: SURFACE MOTION
 CC0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0279+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 CC0279
 CC0279  HISTORY     - Date     Condition        Report By
 CC0279  HISTORY     - 1935     MONUMENTED       CGS
 CC0279  HISTORY     - 20030905 GOOD             INDIV
 CC0279
 CC0279                          STATION DESCRIPTION
 CC0279
 CC0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0279'2.4 MI S FROM KERMIT.
 CC0279'2.4 MI. S. ALONG T. AND N.M. RY. ABOUT 800 FT. N. OF MILE POST NO. 21,
 CC0279'55 FT. W. OF THE CENTER LINE OF TRACK, AND 38 FT. S. OF THE CENTER
 CC0279'LINE OF GRADE CROSSING.
 CC0279
 CC0279                          STATION RECOVERY (2003)
 CC0279
 CC0279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0403 ***********************************************************************
 BN0403  DESIGNATION -  V 448
 BN0403  PID         -  BN0403
 BN0403  STATE/COUNTY-  TX/KIMBLE
 BN0403  USGS QUAD   -  YATES (1968)
 BN0403
 BN0403                         *CURRENT SURVEY CONTROL
 BN0403  ___________________________________________________________________
 BN0403* NAD 83(1986)-  30 36 39.     (N)    099 36 24.     (W)     SCALED    
 BN0403* NAVD 88     -       498.871  (meters)    1636.71   (feet)  ADJUSTED  
 BN0403  ___________________________________________________________________
 BN0403  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BN0403  DYNAMIC HT  -         498.164 (meters)    1634.39  (feet)  COMP
 BN0403  MODELED GRAV-     979,210.7   (mgal)                       NAVD 88
 BN0403
 BN0403  VERT ORDER  -  SECOND    CLASS 0
 BN0403
 BN0403.The horizontal coordinates were scaled from a topographic map and have
 BN0403.an estimated accuracy of +/- 6 seconds.
 BN0403
 BN0403.The orthometric height was determined by differential leveling
 BN0403.and adjusted by the National Geodetic Survey in June 1991..
 BN0403
 BN0403.The geoid height was determined by GEOID03.
 BN0403
 BN0403.The dynamic height is computed by dividing the NAVD 88
 BN0403.geopotential number by the normal gravity value computed on the
 BN0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0403.degrees latitude (g = 980.6199 gals.).
 BN0403
 BN0403.The modeled gravity was interpolated from observed gravity values.
 BN0403
 BN0403;                    North         East    Units  Estimated Accuracy
 BN0403;SPC TX C     - 3,104,890.      769,670.      MT  (+/- 180 meters Scaled)
 BN0403
 BN0403                          SUPERSEDED SURVEY CONTROL
 BN0403
 BN0403  NGVD 29 (??/??/92)  498.822  (m)         1636.55   (f) ADJ UNCH    2 0
 BN0403
 BN0403.Superseded values are not recommended for survey control.
 BN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0403.See file dsdata.txt to determine how the superseded data were derived.
 BN0403
 BN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU418866(NAD 83)
 BN0403_MARKER: DB = BENCH MARK DISK
 BN0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0403_STAMPING: V 448 1935
 BN0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0403+STABILITY: SURFACE MOTION
 BN0403
 BN0403  HISTORY     - Date     Condition        Report By
 BN0403  HISTORY     - 1935     MONUMENTED       CGS
 BN0403  HISTORY     - 1953     GOOD             NGS
 BN0403  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 BN0403
 BN0403                          STATION DESCRIPTION
 BN0403
 BN0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0403'5.2 MI SW FROM LONDON.
 BN0403'4.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE POST OFFICE AT
 BN0403'LONDON, THENCE 0.15 MILE EAST ALONG A PRIVATE DRIVEWAY, THENCE 0.3
 BN0403'MILE SOUTH ALONG AN OLD ROAD, 0.1 MILE NORTH OF A KNOLL, 270 FEET
 BN0403'NORTH OF A FENCE CORNER, 38.5 FEET EAST OF A FENCE, 16 FEET SOUTH OF A
 BN0403'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BN0403'FOOT ABOVE THE GROUND.
 BN0403
 BN0403                          STATION RECOVERY (1999)
 BN0403
 BN0403'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0276 ***********************************************************************
 BN0276  DESIGNATION -  V 449
 BN0276  PID         -  BN0276
 BN0276  STATE/COUNTY-  TX/KERR
 BN0276  USGS QUAD   -  MOUNTAIN HOME (1982)
 BN0276
 BN0276                         *CURRENT SURVEY CONTROL
 BN0276  ___________________________________________________________________
 BN0276* NAD 83(1986)-  30 10 12.     (N)    099 22 27.     (W)     SCALED    
 BN0276* NAVD 88     -       585.005  (meters)    1919.30   (feet)  ADJUSTED  
 BN0276  ___________________________________________________________________
 BN0276  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BN0276  DYNAMIC HT  -         584.166 (meters)    1916.55  (feet)  COMP
 BN0276  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 BN0276
 BN0276  VERT ORDER  -  SECOND    CLASS 0
 BN0276
 BN0276.The horizontal coordinates were scaled from a topographic map and have
 BN0276.an estimated accuracy of +/- 6 seconds.
 BN0276
 BN0276.The orthometric height was determined by differential leveling
 BN0276.and adjusted by the National Geodetic Survey in June 1991..
 BN0276
 BN0276.The geoid height was determined by GEOID03.
 BN0276
 BN0276.The dynamic height is computed by dividing the NAVD 88
 BN0276.geopotential number by the normal gravity value computed on the
 BN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0276.degrees latitude (g = 980.6199 gals.).
 BN0276
 BN0276.The modeled gravity was interpolated from observed gravity values.
 BN0276
 BN0276;                    North         East    Units  Estimated Accuracy
 BN0276;SPC TXSC     - 4,259,030.      563,960.      MT  (+/- 180 meters Scaled)
 BN0276
 BN0276                          SUPERSEDED SURVEY CONTROL
 BN0276
 BN0276  NGVD 29 (??/??/92)  584.939  (m)         1919.09   (f) ADJ UNCH    2 0
 BN0276
 BN0276.Superseded values are not recommended for survey control.
 BN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0276.See file dsdata.txt to determine how the superseded data were derived.
 BN0276
 BN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU639376(NAD 83)
 BN0276_MARKER: DB = BENCH MARK DISK
 BN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0276_STAMPING: V 449 1935
 BN0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0276+STABILITY: SURFACE MOTION
 BN0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0276+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0276
 BN0276  HISTORY     - Date     Condition        Report By
 BN0276  HISTORY     - 1935     MONUMENTED       CGS
 BN0276  HISTORY     - 1963     GOOD             USGS
 BN0276  HISTORY     - 20040702 GOOD             USPSQD
 BN0276  HISTORY     - 20050718 GOOD             USPSQD
 BN0276
 BN0276                          STATION DESCRIPTION
 BN0276
 BN0276'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BN0276'11.1 MI NW FROM INGRAM.
 BN0276'11.1 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM INGRAM, KERR COUNTY,
 BN0276'AT THE JUNCTION OF THE OLD ROUTE OF HIGHWAY 27 AND STATE HIGHWAY 41,
 BN0276'225 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, APPROXIMATELY 400
 BN0276'FEET NORTHWEST OF THE MOUNTAIN HOME METHODIST CHURCH, 210 FEET SOUTH
 BN0276'OF A HOUSE, 117 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 41, 69
 BN0276'FEET WEST OF THE CENTER LINE OF THE OLD ROUTE OF STATE HIGHWAY 27, A
 BN0276'STANDARD DISK, STAMPED V 449 1935 AND SET IN THE TOP OF A CONCRETE
 BN0276'POST.
 BN0276
 BN0276                          STATION RECOVERY (2004)
 BN0276
 BN0276'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0276'RECOVERED IN GOOD CONDITION.
 BN0276
 BN0276                          STATION RECOVERY (2005)
 BN0276
 BN0276'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1490 ***********************************************************************
 AN1490  DESIGNATION -  V 45
 AN1490  PID         -  AN1490
 AN1490  STATE/COUNTY-  TX/BEE
 AN1490  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1490
 AN1490                         *CURRENT SURVEY CONTROL
 AN1490  ___________________________________________________________________
 AN1490* NAD 83(1986)-  28 14 47.     (N)    097 40 34.     (W)     SCALED    
 AN1490* NAVD 88     -        47.162  (meters)     154.73   (feet)  ADJUSTED  
 AN1490  ___________________________________________________________________
 AN1490  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1490  DYNAMIC HT  -          47.091 (meters)     154.50  (feet)  COMP
 AN1490  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 AN1490
 AN1490  VERT ORDER  -  FIRST     CLASS II
 AN1490
 AN1490.The horizontal coordinates were scaled from a topographic map and have
 AN1490.an estimated accuracy of +/- 6 seconds.
 AN1490
 AN1490.The orthometric height was determined by differential leveling
 AN1490.and adjusted by the National Geodetic Survey in June 1991..
 AN1490
 AN1490.The geoid height was determined by GEOID03.
 AN1490
 AN1490.The dynamic height is computed by dividing the NAVD 88
 AN1490.geopotential number by the normal gravity value computed on the
 AN1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1490.degrees latitude (g = 980.6199 gals.).
 AN1490
 AN1490.The modeled gravity was interpolated from observed gravity values.
 AN1490
 AN1490;                    North         East    Units  Estimated Accuracy
 AN1490;SPC TXSC     - 4,046,520.      729,930.      MT  (+/- 180 meters Scaled)
 AN1490
 AN1490                          SUPERSEDED SURVEY CONTROL
 AN1490
 AN1490.No superseded survey control is available for this station.
 AN1490
 AN1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS298252(NAD 83)
 AN1490_MARKER: DB = BENCH MARK DISK
 AN1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1490_STAMPING: V-45 1917 ELEV. 154.777 FT.
 AN1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1490+STABILITY: SURFACE MOTION
 AN1490
 AN1490  HISTORY     - Date     Condition        Report By
 AN1490  HISTORY     - 1917     MONUMENTED       CGS
 AN1490  HISTORY     - 1943     GOOD             NGS
 AN1490  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1490  HISTORY     - 1981     GOOD             NGS
 AN1490  HISTORY     - 1987     GOOD             USPSQD
 AN1490
 AN1490                          STATION DESCRIPTION
 AN1490
 AN1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1490'0.5 MI SE FROM SKIDMORE.
 AN1490'0.5 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1490'STATION AT SKIDMORE, 70 FEET NORTHWEST OF A POINT ON THE SOUTHWEST
 AN1490'SIDE OF THE TRACK FROM THE 3RD. POLE NORTHWEST OF MILEPOST NO. 105,
 AN1490'42.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 34 FEET
 AN1490'NORTHEAST OF THE CENTER-LINE OF THE PAVED ROAD PARALLELING THE TRACK,
 AN1490'1.3 FEET SOUTHEAST OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP
 AN1490'OF CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.  NOTE--
 AN1490'ROAD PARALLELING TRACK IS U.S. 181
 AN1490
 AN1490                          STATION RECOVERY (1974)
 AN1490
 AN1490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1490'MARK NOT FOUND.
 AN1490
 AN1490                          STATION RECOVERY (1981)
 AN1490
 AN1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1490'RECOVERED IN GOOD CONDITION.
 AN1490
 AN1490                          STATION RECOVERY (1987)
 AN1490
 AN1490'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1142 ***********************************************************************
 AY1142  DESIGNATION -  V 450
 AY1142  PID         -  AY1142
 AY1142  STATE/COUNTY-  TX/BANDERA
 AY1142  USGS QUAD   -  BANDERA (1982)
 AY1142
 AY1142                         *CURRENT SURVEY CONTROL
 AY1142  ___________________________________________________________________
 AY1142* NAD 83(1986)-  29 43 48.     (N)    099 04 37.     (W)     SCALED    
 AY1142* NAVD 88     -       383.925  (meters)    1259.59   (feet)  ADJUSTED  
 AY1142  ___________________________________________________________________
 AY1142  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AY1142  DYNAMIC HT  -         383.372 (meters)    1257.78  (feet)  COMP
 AY1142  MODELED GRAV-     979,188.9   (mgal)                       NAVD 88
 AY1142
 AY1142  VERT ORDER  -  SECOND    CLASS 0
 AY1142
 AY1142.The horizontal coordinates were scaled from a topographic map and have
 AY1142.an estimated accuracy of +/- 6 seconds.
 AY1142
 AY1142.The orthometric height was determined by differential leveling
 AY1142.and adjusted by the National Geodetic Survey in June 1991..
 AY1142
 AY1142.The geoid height was determined by GEOID03.
 AY1142
 AY1142.The dynamic height is computed by dividing the NAVD 88
 AY1142.geopotential number by the normal gravity value computed on the
 AY1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1142.degrees latitude (g = 980.6199 gals.).
 AY1142
 AY1142.The modeled gravity was interpolated from observed gravity values.
 AY1142
 AY1142;                    North         East    Units  Estimated Accuracy
 AY1142;SPC TXSC     - 4,210,210.      592,560.      MT  (+/- 180 meters Scaled)
 AY1142
 AY1142                          SUPERSEDED SURVEY CONTROL
 AY1142
 AY1142  NGVD 29 (??/??/92)  383.81   (m)         1259.2    (f) COMPUTED    2 0
 AY1142
 AY1142.Superseded values are not recommended for survey control.
 AY1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1142.See file dsdata.txt to determine how the superseded data were derived.
 AY1142
 AY1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT925888(NAD 83)
 AY1142_MARKER: DB = BENCH MARK DISK
 AY1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1142_STAMPING: V-450 1935
 AY1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1142+STABILITY: SURFACE MOTION
 AY1142
 AY1142  HISTORY     - Date     Condition        Report By
 AY1142  HISTORY     - 1935     MONUMENTED       CGS
 AY1142  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY1142  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1142
 AY1142                          STATION DESCRIPTION
 AY1142
 AY1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY1142'0.5 MI NW FROM BANDERA.
 AY1142'0.5 MI. N.W. OF COURTHOUSE, ALONG STATE HWY NO. 81 48 FT. WEST OF THE
 AY1142'CENTER LINE OF THE HIGHWAY, 550 FT. NORTH OF THE BANDERA TOURIST
 AY1142'LODGE, 2 FT EAST OF FENCE.
 AY1142
 AY1142                          STATION RECOVERY (1964)
 AY1142
 AY1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1142'MARK NOT FOUND.
 AY1142
 AY1142                          STATION RECOVERY (1993)
 AY1142
 AY1142'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0346 ***********************************************************************
 CD0346  DESIGNATION -  V 451
 CD0346  PID         -  CD0346
 CD0346  STATE/COUNTY-  TX/CULBERSON
 CD0346  USGS QUAD   -  SIX BAR RANCH (1973)
 CD0346
 CD0346                         *CURRENT SURVEY CONTROL
 CD0346  ___________________________________________________________________
 CD0346* NAD 83(1986)-  31 38 32.     (N)    104 51 41.     (W)     SCALED    
 CD0346* NAVD 88     -      1144.470  (meters)    3754.82   (feet)  ADJUSTED  
 CD0346  ___________________________________________________________________
 CD0346  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CD0346  DYNAMIC HT  -        1142.727 (meters)    3749.10  (feet)  COMP
 CD0346  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 CD0346
 CD0346  VERT ORDER  -  SECOND    CLASS 0
 CD0346
 CD0346.The horizontal coordinates were scaled from a topographic map and have
 CD0346.an estimated accuracy of +/- 6 seconds.
 CD0346
 CD0346.The orthometric height was determined by differential leveling
 CD0346.and adjusted by the National Geodetic Survey in June 1991..
 CD0346
 CD0346.The geoid height was determined by GEOID03.
 CD0346
 CD0346.The dynamic height is computed by dividing the NAVD 88
 CD0346.geopotential number by the normal gravity value computed on the
 CD0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0346.degrees latitude (g = 980.6199 gals.).
 CD0346
 CD0346.The modeled gravity was interpolated from observed gravity values.
 CD0346
 CD0346;                    North         East    Units  Estimated Accuracy
 CD0346;SPC TX C     - 3,227,750.      270,620.      MT  (+/- 180 meters Scaled)
 CD0346
 CD0346                          SUPERSEDED SURVEY CONTROL
 CD0346
 CD0346  NGVD 29 (??/??/92) 1143.962  (m)         3753.15   (f) ADJ UNCH    2 0
 CD0346
 CD0346.Superseded values are not recommended for survey control.
 CD0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0346.See file dsdata.txt to determine how the superseded data were derived.
 CD0346
 CD0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER131007(NAD 83)
 CD0346_MARKER: DB = BENCH MARK DISK
 CD0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0346_STAMPING: V 451 1934
 CD0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0346+STABILITY: SURFACE MOTION
 CD0346
 CD0346  HISTORY     - Date     Condition        Report By
 CD0346  HISTORY     - 1954     MONUMENTED       CGS
 CD0346  HISTORY     - 1958     GOOD             NGS
 CD0346
 CD0346                          STATION DESCRIPTION
 CD0346
 CD0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0346'44.65 MI N FROM VAN HORN.
 CD0346'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0346'STATION AT VAN HORN, THENCE ABOUT 44.4 MILES NORTH ALONG STATE HIGHWAY
 CD0346'54, THENCE ABOUT 0.1 MILE EAST ALONG A PRIVATE ROAD TO THE OLD
 CD0346'HIGHWAY.  56 FEET EAST OF THE CENTER LINE OF THE OLD ROAD, 37 FEET
 CD0346'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 2 FEET WEST OF A WHITE
 CD0346'WOODEN WITNESS POST, ABOUT LEVEL WITH THE OLD HIGHWAY, AND IN THE TOP
 CD0346'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0520 ***********************************************************************
 BP0520  DESIGNATION -  V 452
 BP0520  PID         -  BP0520
 BP0520  STATE/COUNTY-  TX/REEVES
 BP0520  USGS QUAD   -  BALMORHEA (1980)
 BP0520
 BP0520                         *CURRENT SURVEY CONTROL
 BP0520  ___________________________________________________________________
 BP0520* NAD 83(1986)-  30 59 37.     (N)    103 43 51.     (W)     SCALED    
 BP0520* NAVD 88     -       964.086  (meters)    3163.01   (feet)  POSTED    
 BP0520  ___________________________________________________________________
 BP0520  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BP0520  DYNAMIC HT  -         962.630 (meters)    3158.23  (feet)  COMP
 BP0520  MODELED GRAV-     979,095.3   (mgal)                       NAVD 88
 BP0520
 BP0520  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0520
 BP0520.The horizontal coordinates were scaled from a topographic map and have
 BP0520.an estimated accuracy of +/- 6 seconds.
 BP0520
 BP0520.The orthometric height was determined by differential leveling
 BP0520.and adjusted by the National Geodetic Survey in 1992..
 BP0520.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0520.rate of 1.1 thru 2.0 mm/km.
 BP0520
 BP0520.The geoid height was determined by GEOID03.
 BP0520
 BP0520.The dynamic height is computed by dividing the NAVD 88
 BP0520.geopotential number by the normal gravity value computed on the
 BP0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0520.degrees latitude (g = 980.6199 gals.).
 BP0520
 BP0520.The modeled gravity was interpolated from observed gravity values.
 BP0520
 BP0520;                    North         East    Units  Estimated Accuracy
 BP0520;SPC TX C     - 3,152,050.      375,590.      MT  (+/- 180 meters Scaled)
 BP0520
 BP0520                          SUPERSEDED SURVEY CONTROL
 BP0520
 BP0520  NGVD 29 (??/??/92)  963.792  (m)         3162.04   (f) ADJ UNCH    2 0
 BP0520
 BP0520.Superseded values are not recommended for survey control.
 BP0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0520.See file dsdata.txt to determine how the superseded data were derived.
 BP0520
 BP0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ211295(NAD 83)
 BP0520_MARKER: DB = BENCH MARK DISK
 BP0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0520_STAMPING: V 452 1934 3162.041
 BP0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0520+STABILITY: SURFACE MOTION
 BP0520
 BP0520  HISTORY     - Date     Condition        Report By
 BP0520  HISTORY     - 1934     MONUMENTED       CGS
 BP0520  HISTORY     - 1958     GOOD             NGS
 BP0520  HISTORY     - 20030214 GOOD             USPSQD
 BP0520
 BP0520                          STATION DESCRIPTION
 BP0520
 BP0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0520'0.75 MI E FROM BALMORHEA.
 BP0520'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 17 FROM
 BP0520'THE POST OFFICE AT BALMORHEA, THENCE 100 YARDS NORTH ALONG THE PECOS
 BP0520'VALLEY SOUTHERN RAILWAY, 8 1/2 POLES SOUTH OF MILEPOST 35, 31 1/2 FEET
 BP0520'WEST OF THE WEST RAIL, IN LINE WITH A ROW OF POWER POLES, 19 FEET EAST
 BP0520'OF A FENCE, 13 FEET EAST OF THE CENTER LINE OF A DITCH, 5 FEET
 BP0520'SOUTH-SOUTHEAST OF A RAIL WHICH PROJECTS 3 FEET, 1 FOOT NORTH OF A
 BP0520'CONCRETE WITNESS POST, IN THE TOP OF A CONCRETE POST 7 INCHES BELOW
 BP0520'THE SURFACE OF THE GROUND, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 BP0520'TRACK.
 BP0520
 BP0520                          STATION RECOVERY (2003)
 BP0520
 BP0520'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BP0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0215 ***********************************************************************
 BP0215  DESIGNATION -  V 453
 BP0215  PID         -  BP0215
 BP0215  STATE/COUNTY-  TX/PECOS
 BP0215  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0215
 BP0215                         *CURRENT SURVEY CONTROL
 BP0215  ___________________________________________________________________
 BP0215* NAD 83(1986)-  30 53 43.     (N)    102 56 45.     (W)     SCALED    
 BP0215* NAVD 88     -       926.620  (meters)    3040.09   (feet)  POSTED    
 BP0215  ___________________________________________________________________
 BP0215  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 BP0215  DYNAMIC HT  -         925.210 (meters)    3035.46  (feet)  COMP
 BP0215  MODELED GRAV-     979,092.3   (mgal)                       NAVD 88
 BP0215
 BP0215  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0215
 BP0215.The horizontal coordinates were scaled from a topographic map and have
 BP0215.an estimated accuracy of +/- 6 seconds.
 BP0215
 BP0215.The orthometric height was determined by differential leveling
 BP0215.and adjusted by the National Geodetic Survey in 1992..
 BP0215.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0215.rate of 1.1 thru 2.0 mm/km.
 BP0215
 BP0215.The geoid height was determined by GEOID03.
 BP0215
 BP0215.The dynamic height is computed by dividing the NAVD 88
 BP0215.geopotential number by the normal gravity value computed on the
 BP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0215.degrees latitude (g = 980.6199 gals.).
 BP0215
 BP0215.The modeled gravity was interpolated from observed gravity values.
 BP0215
 BP0215;                    North         East    Units  Estimated Accuracy
 BP0215;SPC TX C     - 3,139,130.      450,280.      MT  (+/- 180 meters Scaled)
 BP0215
 BP0215                          SUPERSEDED SURVEY CONTROL
 BP0215
 BP0215  NGVD 29 (??/??/92)  926.260  (m)         3038.90   (f) ADJ UNCH    2 0
 BP0215
 BP0215.Superseded values are not recommended for survey control.
 BP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0215.See file dsdata.txt to determine how the superseded data were derived.
 BP0215
 BP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ963198(NAD 83)
 BP0215_MARKER: DB = BENCH MARK DISK
 BP0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0215_STAMPING: V 453 1935 3038.905
 BP0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0215+STABILITY: SURFACE MOTION
 BP0215
 BP0215  HISTORY     - Date     Condition        Report By
 BP0215  HISTORY     - 1935     MONUMENTED       CGS
 BP0215  HISTORY     - 1970     GOOD             USGS
 BP0215  HISTORY     - 1981     GOOD             NGS
 BP0215  HISTORY     - 19961005 GOOD             USPSQD
 BP0215
 BP0215                          STATION DESCRIPTION
 BP0215
 BP0215'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BP0215'3.9 MI W FROM FORT STOCKTON.
 BP0215'ABOUT 3.9 MILES WEST ALONG U.S. HWY 290 FROM THE PANHANDLE AND SANTA
 BP0215'FE RAILWAY STATION AT FORT STOCKTON, 53 FEET NORTH OF THE CENTERLINE
 BP0215'OF HWY, ABOUT 0.6 MILE WEST OF A T-RD JCT ON THE CREST OF A HILL, 62
 BP0215'FEET SSW OF THE SSW EDGE OF A CALICHE PIT, 48 FEET EAST OF A CONCRETE
 BP0215'HWY RIGHT OF WAY MARKER NUMBER 210+00, 14 FEET WEST OF THE CENTERLINE
 BP0215'OF THE ROAD, 1 1/2 FEET SOUTH OF A FENCE, 16 FEET SW OF THE CENTERLINE
 BP0215'OF A CATTLEGUARD, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND IN
 BP0215'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BP0215
 BP0215                          STATION RECOVERY (1981)
 BP0215
 BP0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0215'6.4 KM (4.0 MI) WEST ALONG U.S. HIGHWAY 290 AND 67 FROM THE ATCHISON
 BP0215'TOPEKA AND SANTA RAILROAD STATION IN FORT STOCKTON. 93.3 M (306.0 FT)
 BP0215'ESE OF THE SE CORNER OF A GREEN METAL BUILDING WITH LARGE WOODEN
 BP0215'TANK, 64.0 M. (210.0 FT) E OF A UTILITY POLE WITH 3 TRANSFORMERS,
 BP0215'28.0 M (92.0 FT) N OF THE CENTERLINE OF THE HIGHWAY, 4.3 M. (14.0 FT)
 BP0215'W OF THE CENTER OF A GATE AND 0.3 M. (1.0 FT) SW OF THE WEST GATE
 BP0215'POST.
 BP0215
 BP0215                          STATION RECOVERY (1996)
 BP0215
 BP0215'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0011 ***********************************************************************
 BB0011  DESIGNATION -  V 454
 BB0011  PID         -  BB0011
 BB0011  STATE/COUNTY-  TX/PRESIDIO
 BB0011  USGS QUAD   -  SHAFTER (1983)
 BB0011
 BB0011                         *CURRENT SURVEY CONTROL
 BB0011  ___________________________________________________________________
 BB0011* NAD 83(1986)-  29 48 14.     (N)    104 19 52.     (W)     SCALED    
 BB0011* NAVD 88     -      1238.115  (meters)    4062.05   (feet)  ADJUSTED  
 BB0011  ___________________________________________________________________
 BB0011  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 BB0011  DYNAMIC HT  -        1236.062 (meters)    4055.31  (feet)  COMP
 BB0011  MODELED GRAV-     978,940.9   (mgal)                       NAVD 88
 BB0011
 BB0011  VERT ORDER  -  FIRST     CLASS II
 BB0011
 BB0011.The horizontal coordinates were scaled from a topographic map and have
 BB0011.an estimated accuracy of +/- 6 seconds.
 BB0011
 BB0011.The orthometric height was determined by differential leveling
 BB0011.and adjusted by the National Geodetic Survey in June 1991..
 BB0011
 BB0011.The geoid height was determined by GEOID03.
 BB0011
 BB0011.The dynamic height is computed by dividing the NAVD 88
 BB0011.geopotential number by the normal gravity value computed on the
 BB0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0011.degrees latitude (g = 980.6199 gals.).
 BB0011
 BB0011.The modeled gravity was interpolated from observed gravity values.
 BB0011
 BB0011;                    North         East    Units  Estimated Accuracy
 BB0011;SPC TXSC     - 4,230,140.       84,840.      MT  (+/- 180 meters Scaled)
 BB0011
 BB0011                          SUPERSEDED SURVEY CONTROL
 BB0011
 BB0011  NGVD 29 (??/??/92) 1237.670  (m)         4060.59   (f) ADJ UNCH    1 2
 BB0011
 BB0011.Superseded values are not recommended for survey control.
 BB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0011.See file dsdata.txt to determine how the superseded data were derived.
 BB0011
 BB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN646972(NAD 83)
 BB0011_MARKER: DB = BENCH MARK DISK
 BB0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0011_STAMPING: V 454 1935
 BB0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0011+STABILITY: SURFACE MOTION
 BB0011
 BB0011  HISTORY     - Date     Condition        Report By
 BB0011  HISTORY     - 1935     MONUMENTED       CGS
 BB0011  HISTORY     - 1958     MARK NOT FOUND   NGS
 BB0011  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0011  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0011
 BB0011                          STATION DESCRIPTION
 BB0011
 BB0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0011'2.6 MI SW FROM SHAFTER.
 BB0011'0.4 MILE SOUTH OF THE PRESIDIO MINE SHAFT, 175 FEET NORTHEAST OF A
 BB0011'PRIVATE ROAD, 100 FEET NORTHEAST OF A DOUBLE-CURVE SIGN, AND 48 FEET
 BB0011'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 BB0011'V 454 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BB0011
 BB0011                          STATION RECOVERY (1966)
 BB0011
 BB0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0011'MARK NOT FOUND.
 BB0011
 BB0011                          STATION RECOVERY (1996)
 BB0011
 BB0011'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0124 ***********************************************************************
 AM0124  DESIGNATION -  V 455
 AM0124  PID         -  AM0124
 AM0124  STATE/COUNTY-  TX/MATAGORDA
 AM0124  USGS QUAD   -  WADSWORTH (1972)
 AM0124
 AM0124                         *CURRENT SURVEY CONTROL
 AM0124  ___________________________________________________________________
 AM0124* NAD 83(1986)-  28 52 09.     (N)    095 56 31.     (W)     SCALED    
 AM0124* NAVD 88     -        10.35   (+/-2cm)      34.0    (feet)  VERTCON   
 AM0124  ___________________________________________________________________
 AM0124  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AM0124
 AM0124  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0124
 AM0124.The horizontal coordinates were scaled from a topographic map and have
 AM0124.an estimated accuracy of +/- 6 seconds.
 AM0124
 AM0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0124.The vertical order pertains to the NGVD 29 superseded value.
 AM0124
 AM0124.The geoid height was determined by GEOID03.
 AM0124
 AM0124;                    North         East    Units  Estimated Accuracy
 AM0124;SPC TXSC     - 4,118,700.      898,280.      MT  (+/- 180 meters Scaled)
 AM0124
 AM0124                          SUPERSEDED SURVEY CONTROL
 AM0124
 AM0124  NGVD 29 (??/??/92)   10.393  (m)           34.10   (f) ADJ UNCH    1 1
 AM0124
 AM0124.Superseded values are not recommended for survey control.
 AM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0124.See file dsdata.txt to determine how the superseded data were derived.
 AM0124
 AM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM130970(NAD 83)
 AM0124_MARKER: DB = BENCH MARK DISK
 AM0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0124_SP_SET: BRIDGE
 AM0124_STAMPING: V 455 1951
 AM0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0124+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0124
 AM0124  HISTORY     - Date     Condition        Report By
 AM0124  HISTORY     - 1951     MONUMENTED       CGS
 AM0124  HISTORY     - 1978     GOOD             NGS
 AM0124  HISTORY     - 19981115 GOOD             USPSQD
 AM0124  HISTORY     - 20060316 GOOD             USPSQD
 AM0124
 AM0124                          STATION DESCRIPTION
 AM0124
 AM0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AM0124'2.4 MI N FROM WADSWORTH.
 AM0124'2.4 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0124'THE STATION AT WADSWORTH, AT A SHELL ROAD CROSSING, 162 FEET NORTH OF
 AM0124'THE CENTER OF THE CROSSING, 5 1/2 POLES SOUTH OF MILEPOST 77, 27.3
 AM0124'FEET EAST OF THE EAST RAIL, SET IN THE TOP OF THE NORTH END OF THE
 AM0124'MOST WESTERLY ONE OF TWO CONCRETE HEADWALLS OF BRIDGE 77 A OVER AN
 AM0124'IRRIGATION CANAL, 1 FOOT ABOVE THE RAILS.
 AM0124
 AM0124                          STATION RECOVERY (1978)
 AM0124
 AM0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0124'2.5 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE AT
 AM0124'WADSWORTH, THENCE 0.3 MILE EAST ALONG A PAVED ROAD, AT THE CROSSING
 AM0124'OF THE MISSOURI PACIFIC RAILROAD, IN TOP OF THE NORTH END OF THE
 AM0124'MOST WESTERLY ONE OF TWO CONCRETE HEADWALLS OF BRIDGE 77A OVER AN
 AM0124'IRRIGATION CANAL, 162 FT NORTH OF THE CENTER LINE OF THE ROAD, 27
 AM0124'FT EAST OF THE EAST RAIL,
 AM0124
 AM0124                          STATION RECOVERY (1998)
 AM0124
 AM0124'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0124'RECOVERED IN GOOD CONDITION.
 AM0124
 AM0124                          STATION RECOVERY (2006)
 AM0124
 AM0124'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0124'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0466 ***********************************************************************
 AW0466  DESIGNATION -  V 456
 AW0466  PID         -  AW0466
 AW0466  STATE/COUNTY-  TX/GALVESTON
 AW0466  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0466
 AW0466                         *CURRENT SURVEY CONTROL
 AW0466  ___________________________________________________________________
 AW0466* NAD 83(1986)-  29 18 05.     (N)    094 53 40.     (W)     SCALED    
 AW0466* NAVD 88     -         4.603  (meters)      15.10   (feet)  ADJUSTED  
 AW0466  ___________________________________________________________________
 AW0466  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW0466  DYNAMIC HT  -           4.596 (meters)      15.08  (feet)  COMP
 AW0466  MODELED GRAV-     979,261.8   (mgal)                       NAVD 88
 AW0466
 AW0466  VERT ORDER  -  FIRST     CLASS II
 AW0466
 AW0466.The horizontal coordinates were scaled from a topographic map and have
 AW0466.an estimated accuracy of +/- 6 seconds.
 AW0466
 AW0466.The orthometric height was determined by differential leveling
 AW0466.and adjusted by the National Geodetic Survey in March 1997..
 AW0466
 AW0466.The geoid height was determined by GEOID03.
 AW0466
 AW0466.The dynamic height is computed by dividing the NAVD 88
 AW0466.geopotential number by the normal gravity value computed on the
 AW0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0466.degrees latitude (g = 980.6199 gals.).
 AW0466
 AW0466.The modeled gravity was interpolated from observed gravity values.
 AW0466
 AW0466;                    North         East    Units  Estimated Accuracy
 AW0466;SPC TXSC     - 4,169,700.      998,740.      MT  (+/- 180 meters Scaled)
 AW0466
 AW0466                          SUPERSEDED SURVEY CONTROL
 AW0466
 AW0466  NAVD 88 (06/15/91)    4.601  (m)           15.10   (f) UNKNOWN     1 1
 AW0466  NGVD 29 (12/23/87)    4.597  (m)           15.08   (f) ADJUSTED    1 1
 AW0466
 AW0466.Superseded values are not recommended for survey control.
 AW0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0466.See file dsdata.txt to determine how the superseded data were derived.
 AW0466
 AW0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN160428(NAD 83)
 AW0466_MARKER: DB = BENCH MARK DISK
 AW0466_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0466+WITH SETTING: PAVEMENT
 AW0466_SP_SET: BRIDGE DECK
 AW0466_STAMPING: V 456 1951
 AW0466_MARK LOGO: CGS   
 AW0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0466+STABILITY: SURFACE MOTION
 AW0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0466+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0466
 AW0466  HISTORY     - Date     Condition        Report By
 AW0466  HISTORY     - 1951     MONUMENTED       CGS
 AW0466  HISTORY     - 1973     GOOD             NGS
 AW0466  HISTORY     - 1976     GOOD             NGS
 AW0466  HISTORY     - 1976     GOOD             NGS
 AW0466  HISTORY     - 1978     GOOD             NGS
 AW0466  HISTORY     - 1983     GOOD             NGS
 AW0466  HISTORY     - 1987     GOOD             NGS
 AW0466  HISTORY     - 1988     GOOD             USPSQD
 AW0466  HISTORY     - 1989     GOOD             USPSQD
 AW0466  HISTORY     - 1990     GOOD             USPSQD
 AW0466  HISTORY     - 19950624 GOOD             USPSQD
 AW0466  HISTORY     - 19961205 GOOD             NGS
 AW0466  HISTORY     - 20041208 GOOD             USPSQD
 AW0466  HISTORY     - 20051209 GOOD             USPSQD
 AW0466
 AW0466                          STATION DESCRIPTION
 AW0466
 AW0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0466'0.4 MI SE FROM VIRGINIA POINT.
 AW0466'0.4 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 AW0466'FROM THE SIGNAL STATION AT VIRGINIA POINT, ABOUT MIDWAY BETWEEN POWER
 AW0466'POLES 90 AND 91, IN THE TOP OF THE CONCRETE DECK OF FORMER U.S.
 AW0466'HIGHWAY 75 CAUSEWAY, 39.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10
 AW0466'FEET SOUTHWEST OF THE CENTER LINE OF THE CAUSEWAY, 0.5 FOOT NORTHEAST
 AW0466'OF THE SOUTHWEST CONCRETE GUARDRAIL, AND ABOUT LEVEL WITH THE RAILS.
 AW0466
 AW0466                          STATION RECOVERY (1976)
 AW0466
 AW0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0466'RECOVERED IN GOOD CONDITION.
 AW0466
 AW0466                          STATION RECOVERY (1976)
 AW0466
 AW0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0466'RECOVERED IN GOOD CONDITION.
 AW0466
 AW0466                          STATION RECOVERY (1978)
 AW0466
 AW0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0466'RECOVERED IN GOOD CONDITION.
 AW0466
 AW0466                          STATION RECOVERY (1983)
 AW0466
 AW0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0466'RECOVERED IN GOOD CONDITION.
 AW0466
 AW0466                          STATION RECOVERY (1987)
 AW0466
 AW0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0466'RECOVERED IN GOOD CONDITION.
 AW0466
 AW0466                          STATION RECOVERY (1988)
 AW0466
 AW0466'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0466'RECOVERED IN GOOD CONDITION.
 AW0466
 AW0466                          STATION RECOVERY (1989)
 AW0466
 AW0466'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0466'RECOVERED IN GOOD CONDITION.
 AW0466
 AW0466                          STATION RECOVERY (1990)
 AW0466
 AW0466'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0466'RECOVERED IN GOOD CONDITION.
 AW0466
 AW0466                          STATION RECOVERY (1995)
 AW0466
 AW0466'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0466'RECOVERED IN GOOD CONDITION.
 AW0466
 AW0466                          STATION RECOVERY (1996)
 AW0466
 AW0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0466'0.1 KM (0.05 MI) NORTHERLY ALONG HARBORSIDE DRIVE FROM THE JUNCTION OF
 AW0466'INTERSTATE HIGHWAY 45 IN GALVESTON, THENCE 3.5 KM (2.15 MI)
 AW0466'NORTHWESTERLY ALONG THE OLD CAUSEWAY AND THE BURLINGTON NORTHERN
 AW0466'RAILROAD, IN THE CONCRETE DECK OF THE OLD CAUSEWAY, 0.5 KM (0.30 MI)
 AW0466'SOUTHEAST OF THE NORTHWEST END OF THE CAUSEWAY, 22.2 M (72.8 FT) WEST
 AW0466'OF UTILITY POLE NUMBER 11885, 22.0 M (72.2 FT) SOUTH OF UTILITY POLE
 AW0466'NUMBER 11886, 12.4 M (40.7 FT) SOUTHWEST OF THE NEAR RAIL, 3.1 M (10.2
 AW0466'FT) SOUTHWEST OF THE CAUSEWAY CENTER, AND 0.2 M (0.7 FT) NORTHEAST OF
 AW0466'A BRIDGE RAIL.
 AW0466
 AW0466                          STATION RECOVERY (2004)
 AW0466
 AW0466'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0466'RECOVERED IN GOOD CONDITION.
 AW0466
 AW0466                          STATION RECOVERY (2005)
 AW0466
 AW0466'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0466'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0197 ***********************************************************************
 AW0197  DESIGNATION -  V 457
 AW0197  PID         -  AW0197
 AW0197  STATE/COUNTY-  TX/HARRIS
 AW0197  USGS QUAD   -  PARK PLACE (1995)
 AW0197
 AW0197                         *CURRENT SURVEY CONTROL
 AW0197  ___________________________________________________________________
 AW0197* NAD 83(1986)-  29 41 52.     (N)    095 19 40.     (W)     SCALED    
 AW0197* NAVD 88     -        11.965  (meters)      39.26   (feet)  ADJUSTED  
 AW0197  ___________________________________________________________________
 AW0197  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0197  DYNAMIC HT  -          11.949 (meters)      39.20  (feet)  COMP
 AW0197  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 AW0197
 AW0197  VERT ORDER  -  FIRST     CLASS I
 AW0197
 AW0197.The horizontal coordinates were scaled from a topographic map and have
 AW0197.an estimated accuracy of +/- 6 seconds.
 AW0197
 AW0197.The orthometric height was determined by differential leveling
 AW0197.and adjusted by the National Geodetic Survey in June 1991..
 AW0197
 AW0197.The geoid height was determined by GEOID03.
 AW0197
 AW0197.The dynamic height is computed by dividing the NAVD 88
 AW0197.geopotential number by the normal gravity value computed on the
 AW0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0197.degrees latitude (g = 980.6199 gals.).
 AW0197
 AW0197.The modeled gravity was interpolated from observed gravity values.
 AW0197
 AW0197;                    North         East    Units  Estimated Accuracy
 AW0197;SPC TXSC     - 4,212,210.      955,290.      MT  (+/- 180 meters Scaled)
 AW0197
 AW0197                          SUPERSEDED SURVEY CONTROL
 AW0197
 AW0197  NGVD 29 (12/23/87)   11.961  (m)           39.24   (f) ADJUSTED    1 1
 AW0197
 AW0197.Superseded values are not recommended for survey control.
 AW0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0197.See file dsdata.txt to determine how the superseded data were derived.
 AW0197
 AW0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN747875(NAD 83)
 AW0197_MARKER: DB = BENCH MARK DISK
 AW0197_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0197_SP_SET: HEADWALL
 AW0197_STAMPING: V 457 1951
 AW0197_MARK LOGO: CGS   
 AW0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0197+STABILITY: SURFACE MOTION
 AW0197
 AW0197  HISTORY     - Date     Condition        Report By
 AW0197  HISTORY     - 1951     MONUMENTED       CGS
 AW0197  HISTORY     - 1973     POOR             NGS
 AW0197  HISTORY     - 1978     GOOD             NGS
 AW0197  HISTORY     - 1978     GOOD             NGS
 AW0197  HISTORY     - 1986     GOOD             NGS
 AW0197  HISTORY     - 1987     GOOD             USPSQD
 AW0197  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0197  HISTORY     - 1988     POOR             USPSQD
 AW0197  HISTORY     - 1988     GOOD             USPSQD
 AW0197  HISTORY     - 1989     GOOD             USPSQD
 AW0197  HISTORY     - 1989     GOOD             USPSQD
 AW0197  HISTORY     - 1989     GOOD             USPSQD
 AW0197  HISTORY     - 1989     GOOD             USPSQD
 AW0197  HISTORY     - 1989     GOOD             USPSQD
 AW0197  HISTORY     - 1989     GOOD             USPSQD
 AW0197  HISTORY     - 1989     GOOD             USPSQD
 AW0197  HISTORY     - 1990     GOOD             USPSQD
 AW0197  HISTORY     - 19950624 POOR             USPSQD
 AW0197  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW0197
 AW0197                          STATION DESCRIPTION
 AW0197
 AW0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0197'IN HOUSTON.
 AW0197'AT THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AT
 AW0197'KUHLMAN GULLY, AT THE SOUTH END OF THE RAILROAD SWITCH YARDS, SET IN
 AW0197'THE TOP AND 1.1 FOOT NORTH OF THE SOUTH END OF THE WEST HEADWALL, 50
 AW0197'FEET SOUTHWEST AND ACROSS THE MAIN TRACK FROM SWITCH STAND NO. 1, 8.5
 AW0197'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND ABOUT 2.5 FEET LOWER
 AW0197'THAN THE TRACK.  THE HEADWALL IS CRACKED AND HAS SLIPPED OUT OF LINE.
 AW0197
 AW0197                          STATION RECOVERY (1978)
 AW0197
 AW0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1978)
 AW0197
 AW0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1986)
 AW0197
 AW0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1987)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1987)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0197'MARK NOT FOUND.
 AW0197
 AW0197                          STATION RECOVERY (1988)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0197'MARK RECOVERED IN POOR CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1988)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1989)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (OGR)
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1989)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1989)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1989)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1989)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1989)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1989)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1990)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0197'RECOVERED IN GOOD CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (1995)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0197'MARK RECOVERED IN POOR CONDITION.
 AW0197
 AW0197                          STATION RECOVERY (2004)
 AW0197
 AW0197'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3189 ***********************************************************************
 AW3189  DESIGNATION -  V 458
 AW3189  PID         -  AW3189
 AW3189  STATE/COUNTY-  TX/HARRIS
 AW3189  USGS QUAD   -  ALDINE (1995)
 AW3189
 AW3189                         *CURRENT SURVEY CONTROL
 AW3189  ___________________________________________________________________
 AW3189* NAD 83(1986)-  29 55 08.     (N)    095 24 25.     (W)     SCALED    
 AW3189* NAVD 88     -        26.42   (+/-2cm)      86.7    (feet)  VERTCON   
 AW3189  ___________________________________________________________________
 AW3189  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW3189
 AW3189  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3189
 AW3189.The horizontal coordinates were scaled from a topographic map and have
 AW3189.an estimated accuracy of +/- 6 seconds.
 AW3189
 AW3189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3189.The vertical order pertains to the NGVD 29 superseded value.
 AW3189
 AW3189.The geoid height was determined by GEOID03.
 AW3189
 AW3189;                    North         East    Units  Estimated Accuracy
 AW3189;SPC TXSC     - 4,236,470.      946,880.      MT  (+/- 180 meters Scaled)
 AW3189
 AW3189                          SUPERSEDED SURVEY CONTROL
 AW3189
 AW3189  NGVD 29 (??/??/92)   26.416  (m)           86.67   (f) ADJ UNCH    1 2
 AW3189
 AW3189.Superseded values are not recommended for survey control.
 AW3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3189.See file dsdata.txt to determine how the superseded data were derived.
 AW3189
 AW3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP676122(NAD 83)
 AW3189_MARKER: DB = BENCH MARK DISK
 AW3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3189_STAMPING: V 458 1951
 AW3189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3189+STABILITY: SURFACE MOTION
 AW3189
 AW3189  HISTORY     - Date     Condition        Report By
 AW3189  HISTORY     - 1951     MONUMENTED       CGS
 AW3189  HISTORY     - 1963     GOOD             NGS
 AW3189  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3189  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW3189
 AW3189                          STATION DESCRIPTION
 AW3189
 AW3189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3189'13.25 MI S FROM SPRING.
 AW3189'ABOUT 10.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 AW3189'STATION AT SPRING, THENCE 1.9 MILES WEST ALONG FARM ROAD 525, THENCE
 AW3189'0.85 MILE SOUTHEAST ALONG AIRLINE DRIVE, 76 FEET NORTH-NORTHEAST OF
 AW3189'THE NORTHEAST CORNER OF AIRLINE JUNIOR HIGH SCHOOL, 41 FEET SOUTHWEST
 AW3189'OF THE CENTER LINE OF AIRLINE DRIVE, 223 FEET SOUTHEAST OF GULF COAST
 AW3189'R.M. 2, 0.8 FOOT WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 AW3189'CONCRETE POST FLUSH WITH THE GROUND.
 AW3189
 AW3189                          STATION RECOVERY (1988)
 AW3189
 AW3189'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW3189'MARK NOT FOUND.
 AW3189
 AW3189                          STATION RECOVERY (2004)
 AW3189
 AW3189'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1425 ***********************************************************************
 AY1425  DESIGNATION -  V 460
 AY1425  PID         -  AY1425
 AY1425  STATE/COUNTY-  TX/UVALDE
 AY1425  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1425
 AY1425                         *CURRENT SURVEY CONTROL
 AY1425  ___________________________________________________________________
 AY1425* NAD 83(1986)-  29 35 52.     (N)    099 43 36.     (W)     SCALED    
 AY1425* NAVD 88     -       425.990  (meters)    1397.60   (feet)  ADJUSTED  
 AY1425  ___________________________________________________________________
 AY1425  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AY1425  DYNAMIC HT  -         425.358 (meters)    1395.53  (feet)  COMP
 AY1425  MODELED GRAV-     979,146.0   (mgal)                       NAVD 88
 AY1425
 AY1425  VERT ORDER  -  SECOND    CLASS 0
 AY1425
 AY1425.The horizontal coordinates were scaled from a topographic map and have
 AY1425.an estimated accuracy of +/- 6 seconds.
 AY1425
 AY1425.The orthometric height was determined by differential leveling
 AY1425.and adjusted by the National Geodetic Survey in June 1991..
 AY1425
 AY1425.The geoid height was determined by GEOID03.
 AY1425
 AY1425.The dynamic height is computed by dividing the NAVD 88
 AY1425.geopotential number by the normal gravity value computed on the
 AY1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1425.degrees latitude (g = 980.6199 gals.).
 AY1425
 AY1425.The modeled gravity was interpolated from observed gravity values.
 AY1425
 AY1425;                    North         East    Units  Estimated Accuracy
 AY1425;SPC TXSC     - 4,195,770.      529,620.      MT  (+/- 180 meters Scaled)
 AY1425
 AY1425                          SUPERSEDED SURVEY CONTROL
 AY1425
 AY1425  NGVD 29 (??/??/92)  425.913  (m)         1397.35   (f) ADJ UNCH    2 0
 AY1425
 AY1425.Superseded values are not recommended for survey control.
 AY1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1425.See file dsdata.txt to determine how the superseded data were derived.
 AY1425
 AY1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT296744(NAD 83)
 AY1425_MARKER: DB = BENCH MARK DISK
 AY1425_SETTING: 66 = SET IN ROCK OUTCROP
 AY1425_SP_SET: LIMESTONE ROCK
 AY1425_STAMPING: V 460 1953
 AY1425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1425+STABILITY: POSITION/ELEVATION WELL
 AY1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1425+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1425
 AY1425  HISTORY     - Date     Condition        Report By
 AY1425  HISTORY     - 1953     MONUMENTED       CGS
 AY1425  HISTORY     - 1989     GOOD             USPSQD
 AY1425  HISTORY     - 20050302 GOOD             USPSQD
 AY1425
 AY1425                          STATION DESCRIPTION
 AY1425
 AY1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1425'2.65 MI SE FROM RIO FRIO.
 AY1425'0.15 MILE SOUTHWEST ALONG FARM ROAD 1120 FROM THE POST OFFICE AT RIO
 AY1425'FRIO, THENCE 2.5 MILES SOUTHEAST ALONG A GRAVELED ROAD, 0.5 MILE SOUTH
 AY1425'OF A JUNCTION WITH FARM ROAD 1050, 58 FEET NORTHEAST OF THE CENTER
 AY1425'LINE OF THE GRAVELED ROAD, 50 FEET NORTHEAST OF THE EAST CORNER OF A
 AY1425'SMALL CONCRETE BRIDGE, 3 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE
 AY1425'TOP OF A LARGE FLAT LIMESTONE ROCK.
 AY1425
 AY1425                          STATION RECOVERY (1989)
 AY1425
 AY1425'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1425'RECOVERED IN GOOD CONDITION.
 AY1425
 AY1425                          STATION RECOVERY (2005)
 AY1425
 AY1425'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1415 ***********************************************************************
 AY1415  DESIGNATION -  V 461
 AY1415  PID         -  AY1415
 AY1415  STATE/COUNTY-  TX/REAL
 AY1415  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1415
 AY1415                         *CURRENT SURVEY CONTROL
 AY1415  ___________________________________________________________________
 AY1415* NAD 83(1986)-  29 43 04.     (N)    099 57 56.     (W)     SCALED    
 AY1415* NAVD 88     -       511.226  (meters)    1677.25   (feet)  ADJUSTED  
 AY1415  ___________________________________________________________________
 AY1415  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 AY1415  DYNAMIC HT  -         510.469 (meters)    1674.76  (feet)  COMP
 AY1415  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 AY1415
 AY1415  VERT ORDER  -  SECOND    CLASS 0
 AY1415
 AY1415.The horizontal coordinates were scaled from a topographic map and have
 AY1415.an estimated accuracy of +/- 6 seconds.
 AY1415
 AY1415.The orthometric height was determined by differential leveling
 AY1415.and adjusted by the National Geodetic Survey in June 1991..
 AY1415
 AY1415.The geoid height was determined by GEOID03.
 AY1415
 AY1415.The dynamic height is computed by dividing the NAVD 88
 AY1415.geopotential number by the normal gravity value computed on the
 AY1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1415.degrees latitude (g = 980.6199 gals.).
 AY1415
 AY1415.The modeled gravity was interpolated from observed gravity values.
 AY1415
 AY1415;                    North         East    Units  Estimated Accuracy
 AY1415;SPC TXSC     - 4,209,230.      506,590.      MT  (+/- 180 meters Scaled)
 AY1415
 AY1415                          SUPERSEDED SURVEY CONTROL
 AY1415
 AY1415  NGVD 29 (??/??/92)  511.131  (m)         1676.94   (f) ADJ UNCH    2 0
 AY1415
 AY1415.Superseded values are not recommended for survey control.
 AY1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1415.See file dsdata.txt to determine how the superseded data were derived.
 AY1415
 AY1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT066879(NAD 83)
 AY1415_MARKER: DB = BENCH MARK DISK
 AY1415_SETTING: 66 = SET IN ROCK OUTCROP
 AY1415_SP_SET: ROCK OUTCROP
 AY1415_STAMPING: V 461 1953
 AY1415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1415+STABILITY: POSITION/ELEVATION WELL
 AY1415
 AY1415  HISTORY     - Date     Condition        Report By
 AY1415  HISTORY     - 1953     MONUMENTED       CGS
 AY1415  HISTORY     - 20010331 GOOD             NGS
 AY1415  HISTORY     - 20010331 GOOD             NGS
 AY1415  HISTORY     - 20010801 GOOD             NGS
 AY1415
 AY1415                          STATION DESCRIPTION
 AY1415
 AY1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1415'4.55 MI NE FROM CAMP WOOD.
 AY1415'0.1 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP WOOD,
 AY1415'THENCE 4.45 MILES NORTHEAST ALONG RANCH ROAD 337, 0.2 MILE NORTHEAST
 AY1415'OF A PRIVATE ROAD LEADING EAST, 71.8 FEET SOUTHEAST OF THE CENTER LINE
 AY1415'OF THE RANCH ROAD, 34 FEET NORTHEAST OF THE CENTER OF A SMALL WASH, 21
 AY1415'FEET SOUTHEAST OF A FENCE, FLUSH WITH THE GROUND, 3 FEET BELOW THE
 AY1415'LEVEL OF THE ROAD, SET IN THE TOP OF A FLAT ROCK OUTCROP.
 AY1415
 AY1415                          STATION RECOVERY (2001)
 AY1415
 AY1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1415'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1415
 AY1415                          STATION RECOVERY (2001)
 AY1415
 AY1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1415'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1415
 AY1415                          STATION RECOVERY (2001)
 AY1415
 AY1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1415'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1128 ***********************************************************************
 AY1128  DESIGNATION -  V 462
 AY1128  PID         -  AY1128
 AY1128  STATE/COUNTY-  TX/BANDERA
 AY1128  USGS QUAD   -  ROCK CLIFF RESERVOIR (1982)
 AY1128
 AY1128                         *CURRENT SURVEY CONTROL
 AY1128  ___________________________________________________________________
 AY1128* NAD 83(1986)-  29 46 09.     (N)    099 11 41.     (W)     SCALED    
 AY1128* NAVD 88     -       417.324  (meters)    1369.17   (feet)  ADJUSTED  
 AY1128  ___________________________________________________________________
 AY1128  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AY1128  DYNAMIC HT  -         416.720 (meters)    1367.19  (feet)  COMP
 AY1128  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 AY1128
 AY1128  VERT ORDER  -  SECOND    CLASS 0
 AY1128
 AY1128.The horizontal coordinates were scaled from a topographic map and have
 AY1128.an estimated accuracy of +/- 6 seconds.
 AY1128
 AY1128.The orthometric height was determined by differential leveling
 AY1128.and adjusted by the National Geodetic Survey in June 1991..
 AY1128
 AY1128.The geoid height was determined by GEOID03.
 AY1128
 AY1128.The dynamic height is computed by dividing the NAVD 88
 AY1128.geopotential number by the normal gravity value computed on the
 AY1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1128.degrees latitude (g = 980.6199 gals.).
 AY1128
 AY1128.The modeled gravity was interpolated from observed gravity values.
 AY1128
 AY1128;                    North         East    Units  Estimated Accuracy
 AY1128;SPC TXSC     - 4,214,560.      581,170.      MT  (+/- 180 meters Scaled)
 AY1128
 AY1128                          SUPERSEDED SURVEY CONTROL
 AY1128
 AY1128  NGVD 29 (??/??/92)  417.215  (m)         1368.81   (f) ADJ UNCH    2 0
 AY1128
 AY1128.Superseded values are not recommended for survey control.
 AY1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1128.See file dsdata.txt to determine how the superseded data were derived.
 AY1128
 AY1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT811932(NAD 83)
 AY1128_MARKER: DB = BENCH MARK DISK
 AY1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1128_SP_SET: CULVERT
 AY1128_STAMPING: V 462 1953
 AY1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1128+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1128
 AY1128  HISTORY     - Date     Condition        Report By
 AY1128  HISTORY     - 1953     MONUMENTED       CGS
 AY1128  HISTORY     - 1990     GOOD             USPSQD
 AY1128  HISTORY     - 19931117 GOOD             USPSQD
 AY1128  HISTORY     - 20050521 GOOD             USPSQD
 AY1128
 AY1128                          STATION DESCRIPTION
 AY1128
 AY1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1128'4.3 MI SE FROM MEDINA.
 AY1128'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1128'MEDINA, 260 FEET SOUTH OF A WHITE CONCRETE BLOCK HOUSE, 16 FEET
 AY1128'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AY1128'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 AY1128
 AY1128                          STATION RECOVERY (1990)
 AY1128
 AY1128'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1128'RECOVERED IN GOOD CONDITION.
 AY1128
 AY1128                          STATION RECOVERY (1993)
 AY1128
 AY1128'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1128'RECOVERED IN GOOD CONDITION.
 AY1128
 AY1128                          STATION RECOVERY (2005)
 AY1128
 AY1128'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AY1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1013 ***********************************************************************
 AY1013  DESIGNATION -  V 463
 AY1013  PID         -  AY1013
 AY1013  STATE/COUNTY-  TX/BANDERA
 AY1013  USGS QUAD   -  PIPE CREEK (1982)
 AY1013
 AY1013                         *CURRENT SURVEY CONTROL
 AY1013  ___________________________________________________________________
 AY1013* NAD 83(1986)-  29 42 46.     (N)    098 53 20.     (W)     SCALED    
 AY1013* NAVD 88     -       418.607  (meters)    1373.38   (feet)  ADJUSTED  
 AY1013  ___________________________________________________________________
 AY1013  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AY1013  DYNAMIC HT  -         417.999 (meters)    1371.39  (feet)  COMP
 AY1013  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 AY1013
 AY1013  VERT ORDER  -  SECOND    CLASS 0
 AY1013
 AY1013.The horizontal coordinates were scaled from a topographic map and have
 AY1013.an estimated accuracy of +/- 6 seconds.
 AY1013
 AY1013.The orthometric height was determined by differential leveling
 AY1013.and adjusted by the National Geodetic Survey in June 1991..
 AY1013
 AY1013.The geoid height was determined by GEOID03.
 AY1013
 AY1013.The dynamic height is computed by dividing the NAVD 88
 AY1013.geopotential number by the normal gravity value computed on the
 AY1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1013.degrees latitude (g = 980.6199 gals.).
 AY1013
 AY1013.The modeled gravity was interpolated from observed gravity values.
 AY1013
 AY1013;                    North         East    Units  Estimated Accuracy
 AY1013;SPC TXSC     - 4,208,300.      610,750.      MT  (+/- 180 meters Scaled)
 AY1013
 AY1013                          SUPERSEDED SURVEY CONTROL
 AY1013
 AY1013  NGVD 29 (??/??/92)  418.505  (m)         1373.05   (f) ADJ UNCH    2 0
 AY1013
 AY1013.Superseded values are not recommended for survey control.
 AY1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1013.See file dsdata.txt to determine how the superseded data were derived.
 AY1013
 AY1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT107869(NAD 83)
 AY1013_MARKER: DB = BENCH MARK DISK
 AY1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1013_STAMPING: V 463 1953
 AY1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1013+STABILITY: SURFACE MOTION
 AY1013
 AY1013  HISTORY     - Date     Condition        Report By
 AY1013  HISTORY     - 1953     MONUMENTED       CGS
 AY1013  HISTORY     - 1990     GOOD             USPSQD
 AY1013  HISTORY     - 19931027 GOOD             USPSQD
 AY1013
 AY1013                          STATION DESCRIPTION
 AY1013
 AY1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1013'3.1 MI SE FROM PIPE CREEK.
 AY1013'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1013'PIPE CREEK, 100 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 73
 AY1013'FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING NORTHEAST TO
 AY1013'BOERNE, 36 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A FENCE,
 AY1013'2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1013'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1013
 AY1013                          STATION RECOVERY (1990)
 AY1013
 AY1013'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1013'RECOVERED IN GOOD CONDITION.
 AY1013
 AY1013                          STATION RECOVERY (1993)
 AY1013
 AY1013'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0158 ***********************************************************************
 BN0158  DESIGNATION -  V 464
 BN0158  PID         -  BN0158
 BN0158  STATE/COUNTY-  TX/GILLESPIE
 BN0158  USGS QUAD   -  CAIN CITY (1963)
 BN0158
 BN0158                         *CURRENT SURVEY CONTROL
 BN0158  ___________________________________________________________________
 BN0158* NAD 83(1986)-  30 13 23.     (N)    098 46 37.     (W)     SCALED    
 BN0158* NAVD 88     -       474.900  (meters)    1558.07   (feet)  POSTED    
 BN0158  ___________________________________________________________________
 BN0158  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BN0158  DYNAMIC HT  -         474.240 (meters)    1555.90  (feet)  COMP
 BN0158  MODELED GRAV-     979,241.0   (mgal)                       NAVD 88
 BN0158
 BN0158  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0158
 BN0158.The horizontal coordinates were scaled from a topographic map and have
 BN0158.an estimated accuracy of +/- 6 seconds.
 BN0158
 BN0158.The orthometric height was determined by differential leveling
 BN0158.and adjusted by the National Geodetic Survey in 1992..
 BN0158.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0158.rate of 1.1 thru 2.0 mm/km.
 BN0158
 BN0158.The geoid height was determined by GEOID03.
 BN0158
 BN0158.The dynamic height is computed by dividing the NAVD 88
 BN0158.geopotential number by the normal gravity value computed on the
 BN0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0158.degrees latitude (g = 980.6199 gals.).
 BN0158
 BN0158.The modeled gravity was interpolated from observed gravity values.
 BN0158
 BN0158;                    North         East    Units  Estimated Accuracy
 BN0158;SPC TX C     - 3,062,730.      849,820.      MT  (+/- 180 meters Scaled)
 BN0158
 BN0158                          SUPERSEDED SURVEY CONTROL
 BN0158
 BN0158  NGVD 29 (??/??/92)  474.848  (m)         1557.90   (f) ADJ UNCH    2 0
 BN0158
 BN0158.Superseded values are not recommended for survey control.
 BN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0158.See file dsdata.txt to determine how the superseded data were derived.
 BN0158
 BN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU214435(NAD 83)
 BN0158_MARKER: DB = BENCH MARK DISK
 BN0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0158_STAMPING: V 464 1953
 BN0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0158+STABILITY: SURFACE MOTION
 BN0158
 BN0158  HISTORY     - Date     Condition        Report By
 BN0158  HISTORY     - 1953     MONUMENTED       CGS
 BN0158  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0158
 BN0158                          STATION DESCRIPTION
 BN0158
 BN0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0158'7.25 MI E FROM FREDERICKSBURG.
 BN0158'7.25 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BN0158'FREDERICKSBURG, 0.1 MILE WEST OF A FARMHOUSE, 260 FEET WEST OF THE TOP
 BN0158'OF A SMALL HILL, 44 FEET EAST OF A FENCE CORNER, 40 FEET EAST OF A 12
 BN0158'INCH OAK TREE, 36.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.8
 BN0158'FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, 1.0 MILE WEST
 BN0158'OF BENCH MARK U 464, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BN0158'0.3 FOOT ABOVE THE GROUND.
 BN0158
 BN0158                          STATION RECOVERY (1993)
 BN0158
 BN0158'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0671 ***********************************************************************
 AY0671  DESIGNATION -  V 466
 AY0671  PID         -  AY0671
 AY0671  STATE/COUNTY-  TX/BEXAR
 AY0671  USGS QUAD   -  CULEBRA HILL (1993)
 AY0671
 AY0671                         *CURRENT SURVEY CONTROL
 AY0671  ___________________________________________________________________
 AY0671* NAD 83(1986)-  29 24 09.     (N)    098 37 41.     (W)     SCALED    
 AY0671* NAVD 88     -       231.508  (meters)     759.54   (feet)  ADJUSTED  
 AY0671  ___________________________________________________________________
 AY0671  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AY0671  DYNAMIC HT  -         231.173 (meters)     758.44  (feet)  COMP
 AY0671  MODELED GRAV-     979,187.0   (mgal)                       NAVD 88
 AY0671
 AY0671  VERT ORDER  -  FIRST     CLASS II
 AY0671
 AY0671.The horizontal coordinates were scaled from a topographic map and have
 AY0671.an estimated accuracy of +/- 6 seconds.
 AY0671
 AY0671.The orthometric height was determined by differential leveling
 AY0671.and adjusted by the National Geodetic Survey in June 1991..
 AY0671
 AY0671.The geoid height was determined by GEOID03.
 AY0671
 AY0671.The dynamic height is computed by dividing the NAVD 88
 AY0671.geopotential number by the normal gravity value computed on the
 AY0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0671.degrees latitude (g = 980.6199 gals.).
 AY0671
 AY0671.The modeled gravity was interpolated from observed gravity values.
 AY0671
 AY0671;                    North         East    Units  Estimated Accuracy
 AY0671;SPC TXSC     - 4,173,960.      636,100.      MT  (+/- 180 meters Scaled)
 AY0671
 AY0671                          SUPERSEDED SURVEY CONTROL
 AY0671
 AY0671  NGVD 29 (??/??/92)  231.398  (m)          759.18   (f) ADJ UNCH    1 2
 AY0671
 AY0671.Superseded values are not recommended for survey control.
 AY0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0671.See file dsdata.txt to determine how the superseded data were derived.
 AY0671
 AY0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT360526(NAD 83)
 AY0671_MARKER: DB = BENCH MARK DISK
 AY0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0671_SP_SET: CULVERT
 AY0671_STAMPING: V 466 1952
 AY0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0671
 AY0671  HISTORY     - Date     Condition        Report By
 AY0671  HISTORY     - 1952     MONUMENTED       CGS
 AY0671  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0671  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0671
 AY0671                          STATION DESCRIPTION
 AY0671
 AY0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0671'IN SAN ANTONIO.
 AY0671'AT SAN ANTONIO, AT THE WEST END OF THE SOUTHWEST WING OF THE
 AY0671'INTERSECTION OF U.S. HIGHWAY 90 AND LOOP 13 (MILITARY DRIVE), 31 FEET
 AY0671'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 90, SET IN THE TOP OF THE
 AY0671'CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 AY0671'HIGHWAY.
 AY0671
 AY0671                          STATION RECOVERY (1966)
 AY0671
 AY0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0671'MARK NOT FOUND.
 AY0671
 AY0671                          STATION RECOVERY (1999)
 AY0671
 AY0671'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0672 ***********************************************************************
 AY0672  DESIGNATION -  V 466 RESET 1965
 AY0672  PID         -  AY0672
 AY0672  STATE/COUNTY-  TX/BEXAR
 AY0672  USGS QUAD   -  CULEBRA HILL (1993)
 AY0672
 AY0672                         *CURRENT SURVEY CONTROL
 AY0672  ___________________________________________________________________
 AY0672* NAD 83(1986)-  29 24 09.     (N)    098 37 41.     (W)     SCALED    
 AY0672* NAVD 88     -       231.71   (meters)     760.2    (feet)  RESET     
 AY0672  ___________________________________________________________________
 AY0672  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AY0672
 AY0672  VERT ORDER  -  THIRD
 AY0672
 AY0672.The horizontal coordinates were scaled from a topographic map and have
 AY0672.an estimated accuracy of +/- 6 seconds.
 AY0672
 AY0672.The orthometric height was computed from unverified reset data.
 AY0672
 AY0672.The geoid height was determined by GEOID03.
 AY0672
 AY0672;                    North         East    Units  Estimated Accuracy
 AY0672;SPC TXSC     - 4,173,960.      636,100.      MT  (+/- 180 meters Scaled)
 AY0672
 AY0672                          SUPERSEDED SURVEY CONTROL
 AY0672
 AY0672.No superseded survey control is available for this station.
 AY0672
 AY0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT360526(NAD 83)
 AY0672_MARKER: DB = BENCH MARK DISK
 AY0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0672_SP_SET: CULVERT
 AY0672_STAMPING: V 466 RESET 1965
 AY0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0672
 AY0672  HISTORY     - Date     Condition        Report By
 AY0672  HISTORY     - 1965     MONUMENTED       TXHD
 AY0672  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0672
 AY0672                          STATION DESCRIPTION
 AY0672
 AY0672'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965
 AY0672'IN SAN ANTONIO.
 AY0672'AT SAN ANTONIO, BEXAR COUNTY ON U. S. HIGHWAY 90 AT THE JUNCTION OF
 AY0672'LOOP 13 (MILITARY DRIVE) 102 FT. SOUTH EAST OF THE CENTERLINE OF THE
 AY0672'HIGHWAY, AT THE SOUTHEAST END OF THE SOUTH WING OF THE JUNCTION, AT A
 AY0672'CONCRETE CULVERT UNDER THE HIGHWAY.
 AY0672
 AY0672                          STATION RECOVERY (1999)
 AY0672
 AY0672'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0209 ***********************************************************************
 BP0209  DESIGNATION -  V 467
 BP0209  PID         -  BP0209
 BP0209  STATE/COUNTY-  TX/PECOS
 BP0209  USGS QUAD   -  TWELVEMILE MESA (1970)
 BP0209
 BP0209                         *CURRENT SURVEY CONTROL
 BP0209  ___________________________________________________________________
 BP0209* NAD 83(1986)-  30 51 56.     (N)    102 55 10.     (W)     SCALED    
 BP0209* NAVD 88     -       936.422  (meters)    3072.24   (feet)  ADJUSTED  
 BP0209  ___________________________________________________________________
 BP0209  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BP0209  DYNAMIC HT  -         934.994 (meters)    3067.56  (feet)  COMP
 BP0209  MODELED GRAV-     979,085.0   (mgal)                       NAVD 88
 BP0209
 BP0209  VERT ORDER  -  SECOND    CLASS 0
 BP0209
 BP0209.The horizontal coordinates were scaled from a topographic map and have
 BP0209.an estimated accuracy of +/- 6 seconds.
 BP0209
 BP0209.The orthometric height was determined by differential leveling
 BP0209.and adjusted by the National Geodetic Survey in June 1991..
 BP0209
 BP0209.The geoid height was determined by GEOID03.
 BP0209
 BP0209.The dynamic height is computed by dividing the NAVD 88
 BP0209.geopotential number by the normal gravity value computed on the
 BP0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0209.degrees latitude (g = 980.6199 gals.).
 BP0209
 BP0209.The modeled gravity was interpolated from observed gravity values.
 BP0209
 BP0209;                    North         East    Units  Estimated Accuracy
 BP0209;SPC TX C     - 3,135,780.      452,720.      MT  (+/- 180 meters Scaled)
 BP0209
 BP0209                          SUPERSEDED SURVEY CONTROL
 BP0209
 BP0209  NGVD 29 (??/??/92)  936.081  (m)         3071.13   (f) ADJ UNCH    2 0
 BP0209
 BP0209.Superseded values are not recommended for survey control.
 BP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0209.See file dsdata.txt to determine how the superseded data were derived.
 BP0209
 BP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ989165(NAD 83)
 BP0209_MARKER: DB = BENCH MARK DISK
 BP0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0209_STAMPING: V 467 1935 3071.126
 BP0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0209+STABILITY: SURFACE MOTION
 BP0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0209+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2003
 BP0209
 BP0209  HISTORY     - Date     Condition        Report By
 BP0209  HISTORY     - 1935     MONUMENTED       CGS
 BP0209  HISTORY     - 1958     GOOD             NGS
 BP0209  HISTORY     - 20030311 GOOD             TXDOT
 BP0209
 BP0209                          STATION DESCRIPTION
 BP0209
 BP0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0209'3.3 MI SW FROM FORT STOCKTON.
 BP0209'ABOUT 3.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0209'FROM THE STATION AT FORT STOCKTON, 114 FEET SOUTH OF AND ACROSS THE
 BP0209'TRACK FROM MILEPOST 885, 50 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 BP0209'7 POLES NORTHEAST OF A TELEPHONE LINE CROSSING, 100 FEET NORTHWEST OF
 BP0209'A FENCE, 2 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW
 BP0209'OF POLES, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 BP0209'POST PROJECTING 8 INCHES.
 BP0209
 BP0209                          STATION RECOVERY (2003)
 BP0209
 BP0209'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 BP0209'TELEPHONE LINE AND POLES HAVE BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0529 ***********************************************************************
 BP0529  DESIGNATION -  V 468
 BP0529  PID         -  BP0529
 BP0529  STATE/COUNTY-  TX/BREWSTER
 BP0529  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0529
 BP0529                         *CURRENT SURVEY CONTROL
 BP0529  ___________________________________________________________________
 BP0529* NAD 83(1986)-  30 29 35.     (N)    103 34 59.     (W)     SCALED    
 BP0529* NAVD 88     -      1230.584  (meters)    4037.34   (feet)  ADJUSTED  
 BP0529  ___________________________________________________________________
 BP0529  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 BP0529  DYNAMIC HT  -        1228.618 (meters)    4030.89  (feet)  COMP
 BP0529  MODELED GRAV-     979,001.7   (mgal)                       NAVD 88
 BP0529
 BP0529  VERT ORDER  -  SECOND    CLASS 0
 BP0529
 BP0529.The horizontal coordinates were scaled from a topographic map and have
 BP0529.an estimated accuracy of +/- 6 seconds.
 BP0529
 BP0529.The orthometric height was determined by differential leveling
 BP0529.and adjusted by the National Geodetic Survey in June 1991..
 BP0529
 BP0529.The geoid height was determined by GEOID03.
 BP0529
 BP0529.The dynamic height is computed by dividing the NAVD 88
 BP0529.geopotential number by the normal gravity value computed on the
 BP0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0529.degrees latitude (g = 980.6199 gals.).
 BP0529
 BP0529.The modeled gravity was interpolated from observed gravity values.
 BP0529
 BP0529;                    North         East    Units  Estimated Accuracy
 BP0529;SPC TXSC     - 4,303,410.      160,080.      MT  (+/- 180 meters Scaled)
 BP0529
 BP0529                          SUPERSEDED SURVEY CONTROL
 BP0529
 BP0529  NGVD 29 (??/??/92) 1230.161  (m)         4035.95   (f) ADJ UNCH    2 0
 BP0529
 BP0529.Superseded values are not recommended for survey control.
 BP0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0529.See file dsdata.txt to determine how the superseded data were derived.
 BP0529
 BP0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP359742(NAD 83)
 BP0529_MARKER: DB = BENCH MARK DISK
 BP0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0529_STAMPING: V 468 1935 4035.953
 BP0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0529+STABILITY: SURFACE MOTION
 BP0529
 BP0529  HISTORY     - Date     Condition        Report By
 BP0529  HISTORY     - 1935     MONUMENTED       CGS
 BP0529  HISTORY     - 1958     GOOD             NGS
 BP0529
 BP0529                          STATION DESCRIPTION
 BP0529
 BP0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0529'11.3 MI NE FROM ALPINE.
 BP0529'ABOUT 11.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0529'FROM THE STATION AT ALPINE, 5 FEET NORTHWEST OF MILEPOST 933, 48 FEET
 BP0529'NORTHWEST OF THE NORTHWEST RAIL, 2 POLES NORTHEAST OF A SHORT TRESTLE,
 BP0529'1 1/2 FEET NORTHWEST OF A FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE
 BP0529'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0464 ***********************************************************************
 BP0464  DESIGNATION -  V 469
 BP0464  PID         -  BP0464
 BP0464  STATE/COUNTY-  TX/JEFF DAVIS
 BP0464  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0464
 BP0464                         *CURRENT SURVEY CONTROL
 BP0464  ___________________________________________________________________
 BP0464* NAD 83(1986)-  30 41 08.     (N)    103 47 20.     (W)     SCALED    
 BP0464* NAVD 88     -      1362.043  (meters)    4468.64   (feet)  POSTED    
 BP0464  ___________________________________________________________________
 BP0464  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 BP0464  DYNAMIC HT  -        1359.870 (meters)    4461.51  (feet)  COMP
 BP0464  MODELED GRAV-     979,001.3   (mgal)                       NAVD 88
 BP0464
 BP0464  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0464
 BP0464.The horizontal coordinates were scaled from a topographic map and have
 BP0464.an estimated accuracy of +/- 6 seconds.
 BP0464
 BP0464.The orthometric height was determined by differential leveling
 BP0464.and adjusted by the National Geodetic Survey in 1992..
 BP0464.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0464.rate of 1.1 thru 2.0 mm/km.
 BP0464
 BP0464.The geoid height was determined by GEOID03.
 BP0464
 BP0464.The dynamic height is computed by dividing the NAVD 88
 BP0464.geopotential number by the normal gravity value computed on the
 BP0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0464.degrees latitude (g = 980.6199 gals.).
 BP0464
 BP0464.The modeled gravity was interpolated from observed gravity values.
 BP0464
 BP0464;                    North         East    Units  Estimated Accuracy
 BP0464;SPC TX C     - 3,118,090.      368,990.      MT  (+/- 180 meters Scaled)
 BP0464
 BP0464                          SUPERSEDED SURVEY CONTROL
 BP0464
 BP0464  NGVD 29 (??/??/92) 1361.57   (m)         4467.1    (f) COMPUTED    2 0
 BP0464
 BP0464.Superseded values are not recommended for survey control.
 BP0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0464.See file dsdata.txt to determine how the superseded data were derived.
 BP0464
 BP0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP160953(NAD 83)
 BP0464_MARKER: DB = BENCH MARK DISK
 BP0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0464_STAMPING: V-469 1934
 BP0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0464+STABILITY: SURFACE MOTION
 BP0464
 BP0464  HISTORY     - Date     Condition        Report By
 BP0464  HISTORY     - 1934     MONUMENTED       CGS
 BP0464  HISTORY     - 1935     GOOD             NGS
 BP0464  HISTORY     - 1940     MARK NOT FOUND   NGS
 BP0464  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0464  HISTORY     - 20030323 MARK NOT FOUND   USPSQD
 BP0464
 BP0464                          STATION DESCRIPTION
 BP0464
 BP0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BP0464'11.4 MI N FROM FORT DAVIS.
 BP0464'11.4 MI. N. ALONG STATE NO. 118 ABOUT 350 FEET S. OF A CREEK CROSSING,
 BP0464'ABOUT 250 FT. N. OF THE POINT OF A ROCKY RIDGE, 50 FT. E. OF THE
 BP0464'BOTTOM OF THE RIDGE, AND 50 FT. W. OF THE CENTER LINE OF HWY.
 BP0464
 BP0464                          STATION RECOVERY (1940)
 BP0464
 BP0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 BP0464'MARK NOT FOUND.
 BP0464
 BP0464                          STATION RECOVERY (1996)
 BP0464
 BP0464'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0464'MARK NOT FOUND.
 BP0464
 BP0464                          STATION RECOVERY (2003)
 BP0464
 BP0464'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0465 ***********************************************************************
 BP0465  DESIGNATION -  V 469 RESET 1936
 BP0465  PID         -  BP0465
 BP0465  STATE/COUNTY-  TX/JEFF DAVIS
 BP0465  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0465
 BP0465                         *CURRENT SURVEY CONTROL
 BP0465  ___________________________________________________________________
 BP0465* NAD 83(1986)-  30 41 08.     (N)    103 47 20.     (W)     SCALED    
 BP0465* NAVD 88     -      1360.285  (meters)    4462.87   (feet)  POSTED    
 BP0465  ___________________________________________________________________
 BP0465  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 BP0465  DYNAMIC HT  -        1358.120 (meters)    4455.77  (feet)  COMP
 BP0465  MODELED GRAV-     979,001.3   (mgal)                       NAVD 88
 BP0465
 BP0465  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0465
 BP0465.The horizontal coordinates were scaled from a topographic map and have
 BP0465.an estimated accuracy of +/- 6 seconds.
 BP0465
 BP0465.The orthometric height was determined by differential leveling
 BP0465.and adjusted by the National Geodetic Survey in 1992..
 BP0465.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0465.rate of 2.1 thru 3.0 mm/km.
 BP0465
 BP0465.The geoid height was determined by GEOID03.
 BP0465
 BP0465.The dynamic height is computed by dividing the NAVD 88
 BP0465.geopotential number by the normal gravity value computed on the
 BP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0465.degrees latitude (g = 980.6199 gals.).
 BP0465
 BP0465.The modeled gravity was interpolated from observed gravity values.
 BP0465
 BP0465;                    North         East    Units  Estimated Accuracy
 BP0465;SPC TX C     - 3,118,090.      368,990.      MT  (+/- 180 meters Scaled)
 BP0465
 BP0465                          SUPERSEDED SURVEY CONTROL
 BP0465
 BP0465  NGVD 29 (??/??/92) 1359.82   (m)         4461.3    (f) COMPUTED    2 0
 BP0465
 BP0465.Superseded values are not recommended for survey control.
 BP0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0465.See file dsdata.txt to determine how the superseded data were derived.
 BP0465
 BP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP160953(NAD 83)
 BP0465_MARKER: DB = BENCH MARK DISK
 BP0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0465_SP_SET: CULVERT
 BP0465_STAMPING: V 469 RESET 1936
 BP0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0465
 BP0465  HISTORY     - Date     Condition        Report By
 BP0465  HISTORY     - 1936     MONUMENTED       TXHD
 BP0465  HISTORY     - 1958     GOOD             NGS
 BP0465  HISTORY     - 1989     GOOD             USPSQD
 BP0465  HISTORY     - 19961011 GOOD             USPSQD
 BP0465  HISTORY     - 20030323 MARK NOT FOUND   USPSQD
 BP0465
 BP0465                          STATION DESCRIPTION
 BP0465
 BP0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0465'10.95 MI NE FROM FORT DAVIS.
 BP0465'ABOUT 10.95 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0465'COURTHOUSE AT FORT DAVIS, IN THE TOP AND CENTER OF THE EAST CONCRETE
 BP0465'HEADWALL OF A CULVERT, 23 1/2 FEET EAST OF THE CENTER LINE OF THE
 BP0465'HIGHWAY, ABOUT 0.1 MILE NORTH OF THE POINT OF A ROCKY RIDGE, 0.15 MILE
 BP0465'SOUTH OF A CURVE IN THE HIGHWAY, 3 FEET NORTH OF A FENCE CORNER, AND
 BP0465'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BP0465
 BP0465                          STATION RECOVERY (1989)
 BP0465
 BP0465'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0465'RECOVERED IN GOOD CONDITION.
 BP0465
 BP0465                          STATION RECOVERY (1996)
 BP0465
 BP0465'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0465'RECOVERED IN GOOD CONDITION.
 BP0465
 BP0465                          STATION RECOVERY (2003)
 BP0465
 BP0465'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0440 ***********************************************************************
 CC0440  DESIGNATION -  V 470
 CC0440  PID         -  CC0440
 CC0440  STATE/COUNTY-  TX/REEVES
 CC0440  USGS QUAD   -  WORSHAM (1971)
 CC0440
 CC0440                         *CURRENT SURVEY CONTROL
 CC0440  ___________________________________________________________________
 CC0440* NAD 83(1986)-  31 18 42.     (N)    103 32 50.     (W)     SCALED    
 CC0440* NAVD 88     -       804.863  (meters)    2640.62   (feet)  POSTED    
 CC0440  ___________________________________________________________________
 CC0440  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CC0440  DYNAMIC HT  -         803.690 (meters)    2636.77  (feet)  COMP
 CC0440  MODELED GRAV-     979,155.2   (mgal)                       NAVD 88
 CC0440
 CC0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0440
 CC0440.The horizontal coordinates were scaled from a topographic map and have
 CC0440.an estimated accuracy of +/- 6 seconds.
 CC0440
 CC0440.The orthometric height was determined by differential leveling
 CC0440.and adjusted by the National Geodetic Survey in 1992..
 CC0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0440.rate of 0.0 thru 1.0 mm/km.
 CC0440
 CC0440.The geoid height was determined by GEOID03.
 CC0440
 CC0440.The dynamic height is computed by dividing the NAVD 88
 CC0440.geopotential number by the normal gravity value computed on the
 CC0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0440.degrees latitude (g = 980.6199 gals.).
 CC0440
 CC0440.The modeled gravity was interpolated from observed gravity values.
 CC0440
 CC0440;                    North         East    Units  Estimated Accuracy
 CC0440;SPC TX C     - 3,186,780.      394,140.      MT  (+/- 180 meters Scaled)
 CC0440
 CC0440                          SUPERSEDED SURVEY CONTROL
 CC0440
 CC0440  NGVD 29 (??/??/92)  804.743  (m)         2640.23   (f) ADJ UNCH    1 2
 CC0440
 CC0440.Superseded values are not recommended for survey control.
 CC0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0440.See file dsdata.txt to determine how the superseded data were derived.
 CC0440
 CC0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ382650(NAD 83)
 CC0440_MARKER: DB = BENCH MARK DISK
 CC0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0440_STAMPING: V 470 1934 2640.995
 CC0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0440+STABILITY: SURFACE MOTION
 CC0440
 CC0440  HISTORY     - Date     Condition        Report By
 CC0440  HISTORY     - 1934     MONUMENTED       CGS
 CC0440  HISTORY     - 1956     GOOD             NGS
 CC0440
 CC0440                          STATION DESCRIPTION
 CC0440
 CC0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0440'9.0 MI S FROM PECOS.
 CC0440'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0440'THENCE 7.4 MILES SOUTH ALONG STATE HIGHWAY 17, 52 FEET WEST OF THE
 CC0440'CENTER LINE OF THE HIGHWAY, 45.4 FEET EAST OF THE EAST RAIL OF THE
 CC0440'PECOS VALLEY SOUTHERN RAILROAD, 8.9 FEET SOUTH OF MILEPOST 9, 2 FEET
 CC0440'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0440'PROJECTS 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0014 ***********************************************************************
 DP0014  DESIGNATION -  V 471
 DP0014  PID         -  DP0014
 DP0014  STATE/COUNTY-  TX/KING
 DP0014  USGS QUAD   -  PITCHFORK FLATS (1981)
 DP0014
 DP0014                         *CURRENT SURVEY CONTROL
 DP0014  ___________________________________________________________________
 DP0014* NAD 83(1986)-  33 37 09.     (N)    100 26 35.     (W)     SCALED    
 DP0014* NAVD 88     -       565.402  (meters)    1854.99   (feet)  ADJUSTED  
 DP0014  ___________________________________________________________________
 DP0014  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DP0014  DYNAMIC HT  -         564.734 (meters)    1852.80  (feet)  COMP
 DP0014  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 DP0014
 DP0014  VERT ORDER  -  SECOND    CLASS 0
 DP0014
 DP0014.The horizontal coordinates were scaled from a topographic map and have
 DP0014.an estimated accuracy of +/- 6 seconds.
 DP0014
 DP0014.The orthometric height was determined by differential leveling
 DP0014.and adjusted by the National Geodetic Survey in June 1991..
 DP0014
 DP0014.The geoid height was determined by GEOID03.
 DP0014
 DP0014.The dynamic height is computed by dividing the NAVD 88
 DP0014.geopotential number by the normal gravity value computed on the
 DP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0014.degrees latitude (g = 980.6199 gals.).
 DP0014
 DP0014.The modeled gravity was interpolated from observed gravity values.
 DP0014
 DP0014;                    North         East    Units  Estimated Accuracy
 DP0014;SPC TXNC     - 2,218,180.      419,720.      MT  (+/- 180 meters Scaled)
 DP0014
 DP0014                          SUPERSEDED SURVEY CONTROL
 DP0014
 DP0014  NGVD 29 (??/??/92)  565.202  (m)         1854.33   (f) ADJ UNCH    2 0
 DP0014
 DP0014.Superseded values are not recommended for survey control.
 DP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0014.See file dsdata.txt to determine how the superseded data were derived.
 DP0014
 DP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC661208(NAD 83)
 DP0014_MARKER: DB = BENCH MARK DISK
 DP0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0014_STAMPING: V 471 1934
 DP0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0014+STABILITY: SURFACE MOTION
 DP0014
 DP0014  HISTORY     - Date     Condition        Report By
 DP0014  HISTORY     - 1934     MONUMENTED       CGS
 DP0014  HISTORY     - 1958     MARK NOT FOUND   NGS
 DP0014  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0014
 DP0014                          STATION DESCRIPTION
 DP0014
 DP0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0014'7.5 MI W FROM GUTHRIE.
 DP0014'7.5 MILES WEST ALONG U.S. HIGHWAY 82 FROM GUTHRIE, KING COUNTY, AT THE
 DP0014'TOP OF A RIDGE, 36 FEET SOUTH OF A HIGHWAY SIGNBOARD, 24 FEET SOUTH OF
 DP0014'THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE. NOTE-- THE
 DP0014'HIGHWAY HAS BEEN REROUTED AT THIS POINT.
 DP0014
 DP0014                          STATION RECOVERY (1968)
 DP0014
 DP0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0075 ***********************************************************************
 DP0075  DESIGNATION -  V 472
 DP0075  PID         -  DP0075
 DP0075  STATE/COUNTY-  TX/STONEWALL
 DP0075  USGS QUAD   -  ASPERMONT (1968)
 DP0075
 DP0075                         *CURRENT SURVEY CONTROL
 DP0075  ___________________________________________________________________
 DP0075* NAD 83(1986)-  33 10 02.     (N)    100 14 28.     (W)     SCALED    
 DP0075* NAVD 88     -       522.637  (meters)    1714.68   (feet)  ADJUSTED  
 DP0075  ___________________________________________________________________
 DP0075  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DP0075  DYNAMIC HT  -         521.986 (meters)    1712.55  (feet)  COMP
 DP0075  MODELED GRAV-     979,376.5   (mgal)                       NAVD 88
 DP0075
 DP0075  VERT ORDER  -  SECOND    CLASS 0
 DP0075
 DP0075.The horizontal coordinates were scaled from a topographic map and have
 DP0075.an estimated accuracy of +/- 6 seconds.
 DP0075
 DP0075.The orthometric height was determined by differential leveling
 DP0075.and adjusted by the National Geodetic Survey in June 1991..
 DP0075
 DP0075.The geoid height was determined by GEOID03.
 DP0075
 DP0075.The dynamic height is computed by dividing the NAVD 88
 DP0075.geopotential number by the normal gravity value computed on the
 DP0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0075.degrees latitude (g = 980.6199 gals.).
 DP0075
 DP0075.The modeled gravity was interpolated from observed gravity values.
 DP0075
 DP0075;                    North         East    Units  Estimated Accuracy
 DP0075;SPC TXNC     - 2,167,740.      437,620.      MT  (+/- 180 meters Scaled)
 DP0075
 DP0075                          SUPERSEDED SURVEY CONTROL
 DP0075
 DP0075  NGVD 29 (??/??/92)  522.446  (m)         1714.06   (f) ADJ UNCH    2 0
 DP0075
 DP0075.Superseded values are not recommended for survey control.
 DP0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0075.See file dsdata.txt to determine how the superseded data were derived.
 DP0075
 DP0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB842705(NAD 83)
 DP0075_MARKER: DB = BENCH MARK DISK
 DP0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0075_SP_SET: BRIDGE
 DP0075_STAMPING: V-472 1935
 DP0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0075
 DP0075  HISTORY     - Date     Condition        Report By
 DP0075  HISTORY     - 1935     MONUMENTED       CGS
 DP0075  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0075
 DP0075                          STATION DESCRIPTION
 DP0075
 DP0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0075'2.0 MI N FROM ASPERMONT.
 DP0075'2.0 MI. N. ALONG U.S. NO. 83 IN THE N.W. END OF A CONC. BRIDGE, 18 FT.
 DP0075'S.W. OF THE CENTER LINE OF HWY., AND SET IN THE CENTER OF THE
 DP0075'WINGWALL.
 DP0075
 DP0075                          STATION RECOVERY (1968)
 DP0075
 DP0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0261 ***********************************************************************
 DP0261  DESIGNATION -  V 473
 DP0261  PID         -  DP0261
 DP0261  STATE/COUNTY-  TX/CROSBY
 DP0261  USGS QUAD   -  RALLS (1967)
 DP0261
 DP0261                         *CURRENT SURVEY CONTROL
 DP0261  ___________________________________________________________________
 DP0261* NAD 83(1986)-  33 40 02.     (N)    101 28 33.     (W)     SCALED    
 DP0261* NAVD 88     -       954.889  (meters)    3132.83   (feet)  ADJUSTED  
 DP0261  ___________________________________________________________________
 DP0261  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DP0261  DYNAMIC HT  -         953.668 (meters)    3128.83  (feet)  COMP
 DP0261  MODELED GRAV-     979,325.6   (mgal)                       NAVD 88
 DP0261
 DP0261  VERT ORDER  -  SECOND    CLASS 0
 DP0261
 DP0261.The horizontal coordinates were scaled from a topographic map and have
 DP0261.an estimated accuracy of +/- 6 seconds.
 DP0261
 DP0261.The orthometric height was determined by differential leveling
 DP0261.and adjusted by the National Geodetic Survey in June 1991..
 DP0261
 DP0261.The geoid height was determined by GEOID03.
 DP0261
 DP0261.The dynamic height is computed by dividing the NAVD 88
 DP0261.geopotential number by the normal gravity value computed on the
 DP0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0261.degrees latitude (g = 980.6199 gals.).
 DP0261
 DP0261.The modeled gravity was interpolated from observed gravity values.
 DP0261
 DP0261;                    North         East    Units  Estimated Accuracy
 DP0261;SPC TXNC     - 2,225,760.      324,070.      MT  (+/- 180 meters Scaled)
 DP0261
 DP0261                          SUPERSEDED SURVEY CONTROL
 DP0261
 DP0261  NGVD 29 (??/??/92)  954.529  (m)         3131.65   (f) ADJ UNCH    2 0
 DP0261
 DP0261.Superseded values are not recommended for survey control.
 DP0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0261.See file dsdata.txt to determine how the superseded data were derived.
 DP0261
 DP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC704280(NAD 83)
 DP0261_MARKER: DB = BENCH MARK DISK
 DP0261_SETTING: 0 = UNSPECIFIED SETTING
 DP0261_STAMPING: V 473 1934
 DP0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0261
 DP0261  HISTORY     - Date     Condition        Report By
 DP0261  HISTORY     - 1934     MONUMENTED       CGS
 DP0261  HISTORY     - 1966     GOOD             USGS
 DP0261
 DP0261                          STATION DESCRIPTION
 DP0261
 DP0261'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DP0261'3.4 MI E FROM LORENZO.
 DP0261'3.4 MILES EAST ALONG THE SANTA FE RAILROAD FROM THE STATION AT
 DP0261'LORENZO, CROSBY COUNTY, 116 FEET SOUTHEAST OF MILEPOST 23, 48 FEET
 DP0261'SOUTH OF THE CENTERLINE OF THE TRACK, 48 FEET NORTH OF THE CENTERLINE
 DP0261'OF THE TWO NORTH LANES OF US 62-82, 10 FEET WEST OF A POLE.  A
 DP0261'STANDARD DISK, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0104 ***********************************************************************
 DP0104  DESIGNATION -  V 474
 DP0104  PID         -  DP0104
 DP0104  STATE/COUNTY-  TX/KENT
 DP0104  USGS QUAD   -  CLAIREMONT WEST (1969)
 DP0104
 DP0104                         *CURRENT SURVEY CONTROL
 DP0104  ___________________________________________________________________
 DP0104* NAD 83(1986)-  33 09 58.     (N)    100 45 01.     (W)     SCALED    
 DP0104* NAVD 88     -       646.437  (meters)    2120.85   (feet)  ADJUSTED  
 DP0104  ___________________________________________________________________
 DP0104  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DP0104  DYNAMIC HT  -         645.633 (meters)    2118.21  (feet)  COMP
 DP0104  MODELED GRAV-     979,373.4   (mgal)                       NAVD 88
 DP0104
 DP0104  VERT ORDER  -  SECOND    CLASS 0
 DP0104
 DP0104.The horizontal coordinates were scaled from a topographic map and have
 DP0104.an estimated accuracy of +/- 6 seconds.
 DP0104
 DP0104.The orthometric height was determined by differential leveling
 DP0104.and adjusted by the National Geodetic Survey in June 1991..
 DP0104
 DP0104.The geoid height was determined by GEOID03.
 DP0104
 DP0104.The dynamic height is computed by dividing the NAVD 88
 DP0104.geopotential number by the normal gravity value computed on the
 DP0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0104.degrees latitude (g = 980.6199 gals.).
 DP0104
 DP0104.The modeled gravity was interpolated from observed gravity values.
 DP0104
 DP0104;                    North         East    Units  Estimated Accuracy
 DP0104;SPC TXNC     - 2,168,520.      390,140.      MT  (+/- 180 meters Scaled)
 DP0104
 DP0104                          SUPERSEDED SURVEY CONTROL
 DP0104
 DP0104  NGVD 29 (??/??/92)  646.171  (m)         2119.98   (f) ADJ UNCH    2 0
 DP0104
 DP0104.Superseded values are not recommended for survey control.
 DP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0104.See file dsdata.txt to determine how the superseded data were derived.
 DP0104
 DP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB367710(NAD 83)
 DP0104_MARKER: DB = BENCH MARK DISK
 DP0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0104_SP_SET: CULVERT
 DP0104_STAMPING: V 474 1935
 DP0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0104
 DP0104  HISTORY     - Date     Condition        Report By
 DP0104  HISTORY     - 1935     MONUMENTED       CGS
 DP0104  HISTORY     - 1961     GOOD             NGS
 DP0104
 DP0104                          STATION DESCRIPTION
 DP0104
 DP0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DP0104'0.2 MI E FROM CLAIREMONT.
 DP0104'ABOUT 0.15 MILE EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0104'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, 14 1/2 FEET NORTH OF THE
 DP0104'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 DP0104'NORTH CONCRETE HEAD WALL OF A CONCRETE CULVERT, 16 1/2 FEET WEST OF A
 DP0104'LONE 14-INCH ELM TREE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DP0104'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0105 ***********************************************************************
 DP0105  DESIGNATION -  V 474 RESET 1961
 DP0105  PID         -  DP0105
 DP0105  STATE/COUNTY-  TX/KENT
 DP0105  USGS QUAD   -  CLAIREMONT WEST (1969)
 DP0105
 DP0105                         *CURRENT SURVEY CONTROL
 DP0105  ___________________________________________________________________
 DP0105* NAD 83(1986)-  33 09 57.     (N)    100 45 02.     (W)     SCALED    
 DP0105* NAVD 88     -       646.00   (meters)    2119.4    (feet)  RESET     
 DP0105  ___________________________________________________________________
 DP0105  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DP0105
 DP0105  VERT ORDER  -  THIRD
 DP0105
 DP0105.The horizontal coordinates were scaled from a topographic map and have
 DP0105.an estimated accuracy of +/- 6 seconds.
 DP0105
 DP0105.The orthometric height was computed from unverified reset data.
 DP0105
 DP0105.The geoid height was determined by GEOID03.
 DP0105
 DP0105;                    North         East    Units  Estimated Accuracy
 DP0105;SPC TXNC     - 2,168,490.      390,120.      MT  (+/- 180 meters Scaled)
 DP0105
 DP0105                          SUPERSEDED SURVEY CONTROL
 DP0105
 DP0105.No superseded survey control is available for this station.
 DP0105
 DP0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB367710(NAD 83)
 DP0105_MARKER: DB = BENCH MARK DISK
 DP0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0105_SP_SET: CULVERT
 DP0105_STAMPING: V 474 RESET 1961
 DP0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0105
 DP0105  HISTORY     - Date     Condition        Report By
 DP0105  HISTORY     - 1961     MONUMENTED       CGS
 DP0105  HISTORY     - 1969     GOOD             USGS
 DP0105
 DP0105                          STATION DESCRIPTION
 DP0105
 DP0105'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0105'0.2 MI E FROM CLAIREMONT.
 DP0105'ABOUT 0.15 MILE EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0105'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, 34 FEET NORTH OF
 DP0105'CENTERLINE OF THE HIGHWAY, SET IN THE TOP CENTER OF THE NORTH HEADWALL
 DP0105'OF A CONCRETE CULVERT, 43.5 FEET NORTHWEST OF CENTERLINE HIGHWAY AT
 DP0105'CENTERLINE OF GRADED ROAD SOUTH, 99 FEET WEST SOUTHWEST OF R.E.A.
 DP0105'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0051 ***********************************************************************
 DP0051  DESIGNATION -  V 475
 DP0051  PID         -  DP0051
 DP0051  STATE/COUNTY-  TX/STONEWALL
 DP0051  USGS QUAD   -  ASPERMONT (1968)
 DP0051
 DP0051                         *CURRENT SURVEY CONTROL
 DP0051  ___________________________________________________________________
 DP0051* NAD 83(1986)-  33 08 49.     (N)    100 13 35.     (W)     SCALED    
 DP0051* NAVD 88     -       538.958  (meters)    1768.23   (feet)  ADJUSTED  
 DP0051  ___________________________________________________________________
 DP0051  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DP0051  DYNAMIC HT  -         538.284 (meters)    1766.02  (feet)  COMP
 DP0051  MODELED GRAV-     979,370.8   (mgal)                       NAVD 88
 DP0051
 DP0051  VERT ORDER  -  SECOND    CLASS 0
 DP0051
 DP0051.The horizontal coordinates were scaled from a topographic map and have
 DP0051.an estimated accuracy of +/- 6 seconds.
 DP0051
 DP0051.The orthometric height was determined by differential leveling
 DP0051.and adjusted by the National Geodetic Survey in June 1991..
 DP0051
 DP0051.The geoid height was determined by GEOID03.
 DP0051
 DP0051.The dynamic height is computed by dividing the NAVD 88
 DP0051.geopotential number by the normal gravity value computed on the
 DP0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0051.degrees latitude (g = 980.6199 gals.).
 DP0051
 DP0051.The modeled gravity was interpolated from observed gravity values.
 DP0051
 DP0051;                    North         East    Units  Estimated Accuracy
 DP0051;SPC TXNC     - 2,165,470.      438,960.      MT  (+/- 180 meters Scaled)
 DP0051
 DP0051                          SUPERSEDED SURVEY CONTROL
 DP0051
 DP0051  NGVD 29 (??/??/92)  538.762  (m)         1767.59   (f) ADJ UNCH    2 0
 DP0051
 DP0051.Superseded values are not recommended for survey control.
 DP0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0051.See file dsdata.txt to determine how the superseded data were derived.
 DP0051
 DP0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB856682(NAD 83)
 DP0051_MARKER: DB = BENCH MARK DISK
 DP0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0051_STAMPING: V 475 1935
 DP0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0051+STABILITY: SURFACE MOTION
 DP0051
 DP0051  HISTORY     - Date     Condition        Report By
 DP0051  HISTORY     - 1935     MONUMENTED       CGS
 DP0051  HISTORY     - 1958     MARK NOT FOUND   NGS
 DP0051
 DP0051                          STATION DESCRIPTION
 DP0051
 DP0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0051'IN ASPERMONT.
 DP0051'AT ASPERMONT, STONEWALL COUNTY, AT THE WICHITA VALLEY RAILWAY STATION
 DP0051'63 FEET NORTH OF THE FRONT OF THE TICKET OFFICE, 45 FEET NORTH OF THE
 DP0051'CENTERLINE OF THE MAIN TRACK, AND 3 FEET WEST OF A LEAD IN POLE.  A
 DP0051'STANDARD DISK, STAMPED V 475 1935 AND SET IN THE TOP OF A CONCRETE
 DP0051'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0023 ***********************************************************************
 CB0023  DESIGNATION -  V 476
 CB0023  PID         -  CB0023
 CB0023  STATE/COUNTY-  TX/COKE
 CB0023  USGS QUAD   -  TENNYSON (1984)
 CB0023
 CB0023                         *CURRENT SURVEY CONTROL
 CB0023  ___________________________________________________________________
 CB0023* NAD 83(1986)-  31 42 45.     (N)    100 18 05.     (W)     SCALED    
 CB0023* NAVD 88     -       583.571  (meters)    1914.60   (feet)  ADJUSTED  
 CB0023  ___________________________________________________________________
 CB0023  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 CB0023  DYNAMIC HT  -         582.791 (meters)    1912.04  (feet)  COMP
 CB0023  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 CB0023
 CB0023  VERT ORDER  -  SECOND    CLASS 0
 CB0023
 CB0023.The horizontal coordinates were scaled from a topographic map and have
 CB0023.an estimated accuracy of +/- 6 seconds.
 CB0023
 CB0023.The orthometric height was determined by differential leveling
 CB0023.and adjusted by the National Geodetic Survey in June 1991..
 CB0023
 CB0023.The geoid height was determined by GEOID03.
 CB0023
 CB0023.The dynamic height is computed by dividing the NAVD 88
 CB0023.geopotential number by the normal gravity value computed on the
 CB0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0023.degrees latitude (g = 980.6199 gals.).
 CB0023
 CB0023.The modeled gravity was interpolated from observed gravity values.
 CB0023
 CB0023;                    North         East    Units  Estimated Accuracy
 CB0023;SPC TX C     - 3,226,800.      703,030.      MT  (+/- 180 meters Scaled)
 CB0023
 CB0023                          SUPERSEDED SURVEY CONTROL
 CB0023
 CB0023  NGVD 29 (??/??/92)  583.388  (m)         1914.00   (f) ADJ UNCH    2 0
 CB0023
 CB0023.Superseded values are not recommended for survey control.
 CB0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0023.See file dsdata.txt to determine how the superseded data were derived.
 CB0023
 CB0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA766093(NAD 83)
 CB0023_MARKER: DB = BENCH MARK DISK
 CB0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0023_STAMPING: 1913.999 V 476 1935
 CB0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0023+STABILITY: SURFACE MOTION
 CB0023
 CB0023  HISTORY     - Date     Condition        Report By
 CB0023  HISTORY     - 1935     MONUMENTED       CGS
 CB0023  HISTORY     - 1947     GOOD             NGS
 CB0023
 CB0023                          STATION DESCRIPTION
 CB0023
 CB0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CB0023'2.3 MI S FROM TENNYSON.
 CB0023'2.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0023'STATION AT TENNYSON, COKE COUNTY, 6 POLES NORTH OF MILEPOST 698, AT A
 CB0023'ROAD CROSSING, 30 FEET WEST OF THE CENTERLINE OF THE TRACK, 16 FEET
 CB0023'NORTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET SOUTH OF A POLE.  A
 CB0023'STANDARD DISK, STAMPED 1913.999 V 476 1935 AND SET IN THE TOP OF A
 CB0023'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0616 ***********************************************************************
 CA0616  DESIGNATION -  V 477
 CA0616  PID         -  CA0616
 CA0616  STATE/COUNTY-  TX/CONCHO
 CA0616  USGS QUAD   -  MILLERSVIEW SE (1987)
 CA0616
 CA0616                         *CURRENT SURVEY CONTROL
 CA0616  ___________________________________________________________________
 CA0616* NAD 83(1986)-  31 15 19.     (N)    099 50 43.     (W)     SCALED    
 CA0616* NAVD 88     -       652.587  (meters)    2141.03   (feet)  ADJUSTED  
 CA0616  ___________________________________________________________________
 CA0616  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CA0616  DYNAMIC HT  -         651.680 (meters)    2138.05  (feet)  COMP
 CA0616  MODELED GRAV-     979,229.1   (mgal)                       NAVD 88
 CA0616
 CA0616  VERT ORDER  -  SECOND    CLASS 0
 CA0616
 CA0616.The horizontal coordinates were scaled from a topographic map and have
 CA0616.an estimated accuracy of +/- 6 seconds.
 CA0616
 CA0616.The orthometric height was determined by differential leveling
 CA0616.and adjusted by the National Geodetic Survey in June 1991..
 CA0616
 CA0616.The geoid height was determined by GEOID03.
 CA0616
 CA0616.The dynamic height is computed by dividing the NAVD 88
 CA0616.geopotential number by the normal gravity value computed on the
 CA0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0616.degrees latitude (g = 980.6199 gals.).
 CA0616
 CA0616.The modeled gravity was interpolated from observed gravity values.
 CA0616
 CA0616;                    North         East    Units  Estimated Accuracy
 CA0616;SPC TX C     - 3,176,210.      746,480.      MT  (+/- 180 meters Scaled)
 CA0616
 CA0616                          SUPERSEDED SURVEY CONTROL
 CA0616
 CA0616  NGVD 29 (??/??/92)  652.478  (m)         2140.67   (f) ADJ UNCH    2 0
 CA0616
 CA0616.Superseded values are not recommended for survey control.
 CA0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0616.See file dsdata.txt to determine how the superseded data were derived.
 CA0616
 CA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV195582(NAD 83)
 CA0616_MARKER: DB = BENCH MARK DISK
 CA0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0616_SP_SET: ABUTMENT
 CA0616_STAMPING: V 477 1935
 CA0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0616
 CA0616  HISTORY     - Date     Condition        Report By
 CA0616  HISTORY     - 1935     MONUMENTED       CGS
 CA0616  HISTORY     - 1940     GOOD             NGS
 CA0616  HISTORY     - 19991231 GOOD             USPSQD
 CA0616
 CA0616                          STATION DESCRIPTION
 CA0616
 CA0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0616'2.8 MI N FROM EDEN.
 CA0616'2.8 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT EDEN,
 CA0616'530 FEET NORTH OF A T-ROAD LEADING EAST, AT A 3-BY 3-FOOT CONCRETE
 CA0616'CULVERT, IN THE TOP OF THE CENTER OF THE WEST ABUTMENT, AND 16 FEET
 CA0616'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 477
 CA0616'1935.
 CA0616
 CA0616                          STATION RECOVERY (1999)
 CA0616
 CA0616'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0308 ***********************************************************************
 CS0308  DESIGNATION -  V 478
 CS0308  PID         -  CS0308
 CS0308  STATE/COUNTY-  TX/KAUFMAN
 CS0308  USGS QUAD   -  ELMO (1981)
 CS0308
 CS0308                         *CURRENT SURVEY CONTROL
 CS0308  ___________________________________________________________________
 CS0308* NAD 83(1986)-  32 40 49.     (N)    096 11 44.     (W)     SCALED    
 CS0308* NAVD 88     -       148.178  (meters)     486.15   (feet)  ADJUSTED  
 CS0308  ___________________________________________________________________
 CS0308  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0308  DYNAMIC HT  -         148.012 (meters)     485.60  (feet)  COMP
 CS0308  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 CS0308
 CS0308  VERT ORDER  -  SECOND    CLASS 0
 CS0308
 CS0308.The horizontal coordinates were scaled from a topographic map and have
 CS0308.an estimated accuracy of +/- 6 seconds.
 CS0308
 CS0308.The orthometric height was determined by differential leveling
 CS0308.and adjusted by the National Geodetic Survey in June 1991..
 CS0308
 CS0308.The geoid height was determined by GEOID03.
 CS0308
 CS0308.The dynamic height is computed by dividing the NAVD 88
 CS0308.geopotential number by the normal gravity value computed on the
 CS0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0308.degrees latitude (g = 980.6199 gals.).
 CS0308
 CS0308.The modeled gravity was interpolated from observed gravity values.
 CS0308
 CS0308;                    North         East    Units  Estimated Accuracy
 CS0308;SPC TXNC     - 2,114,770.      816,090.      MT  (+/- 180 meters Scaled)
 CS0308
 CS0308                          SUPERSEDED SURVEY CONTROL
 CS0308
 CS0308  NGVD 29 (??/??/92)  148.190  (m)          486.19   (f) ADJ UNCH    2 0
 CS0308
 CS0308.Superseded values are not recommended for survey control.
 CS0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0308.See file dsdata.txt to determine how the superseded data were derived.
 CS0308
 CS0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB629193(NAD 83)
 CS0308_MARKER: DB = BENCH MARK DISK
 CS0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0308_STAMPING: V 478 1948
 CS0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0308+STABILITY: SURFACE MOTION
 CS0308
 CS0308  HISTORY     - Date     Condition        Report By
 CS0308  HISTORY     - 1948     MONUMENTED       CGS
 CS0308
 CS0308                          STATION DESCRIPTION
 CS0308
 CS0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0308'6.5 MI SE FROM TERRELL.
 CS0308'1.6 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE UNION STATION AT
 CS0308'TERRELL, THENCE 4.9 MILES SOUTHEAST ALONG THE TERRELL-HIRAM ROAD, 1.2
 CS0308'MILES SOUTHEAST OF FRIENDSHIP SCHOOL, 0.7 MILE NORTHWEST OF COLLEGE
 CS0308'MOUND CHURCH, AT A ROAD JUNCTION, 236.0 FEET SOUTHEAST OF THE CENTER
 CS0308'LINE OF A DIRT ROAD LEADING SOUTHWEST, 64.0 FEET SOUTHEAST OF THE
 CS0308'SOUTHEAST CORNER (MOST NORTHEASTERLY ONE OF TWO CORNERS) OF A
 CS0308'FARMHOUSE, 52.0 FEET SOUTHWEST OF THE CENTER LINE OF THE TERRELL-HIRAM
 CS0308'ROAD, 19.0 FEET SOUTHWEST OF A FENCE CORNER, 2.8 FEET NORTHWEST OF A
 CS0308'FENCE ALONG THE NORTHWEST SIDE OF A GARDEN, 3.0 FEET SOUTHWEST OF A
 CS0308'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CS0308'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0259 ***********************************************************************
 CS0259  DESIGNATION -  V 479
 CS0259  PID         -  CS0259
 CS0259  STATE/COUNTY-  TX/VAN ZANDT
 CS0259  USGS QUAD   -  WILLS POINT (1981)
 CS0259
 CS0259                         *CURRENT SURVEY CONTROL
 CS0259  ___________________________________________________________________
 CS0259* NAD 83(1986)-  32 39 28.     (N)    096 02 22.     (W)     SCALED    
 CS0259* NAVD 88     -       142.587  (meters)     467.80   (feet)  ADJUSTED  
 CS0259  ___________________________________________________________________
 CS0259  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0259  DYNAMIC HT  -         142.426 (meters)     467.28  (feet)  COMP
 CS0259  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 CS0259
 CS0259  VERT ORDER  -  SECOND    CLASS 0
 CS0259
 CS0259.The horizontal coordinates were scaled from a topographic map and have
 CS0259.an estimated accuracy of +/- 6 seconds.
 CS0259
 CS0259.The orthometric height was determined by differential leveling
 CS0259.and adjusted by the National Geodetic Survey in June 1991..
 CS0259
 CS0259.The geoid height was determined by GEOID03.
 CS0259
 CS0259.The dynamic height is computed by dividing the NAVD 88
 CS0259.geopotential number by the normal gravity value computed on the
 CS0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0259.degrees latitude (g = 980.6199 gals.).
 CS0259
 CS0259.The modeled gravity was interpolated from observed gravity values.
 CS0259
 CS0259;                    North         East    Units  Estimated Accuracy
 CS0259;SPC TXNC     - 2,112,610.      830,790.      MT  (+/- 180 meters Scaled)
 CS0259
 CS0259                          SUPERSEDED SURVEY CONTROL
 CS0259
 CS0259  NGVD 29 (??/??/92)  142.597  (m)          467.84   (f) ADJ UNCH    2 0
 CS0259
 CS0259.Superseded values are not recommended for survey control.
 CS0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0259.See file dsdata.txt to determine how the superseded data were derived.
 CS0259
 CS0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB776172(NAD 83)
 CS0259_MARKER: DB = BENCH MARK DISK
 CS0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0259_STAMPING: V 479 1948
 CS0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0259+STABILITY: SURFACE MOTION
 CS0259
 CS0259  HISTORY     - Date     Condition        Report By
 CS0259  HISTORY     - 1948     MONUMENTED       CGS
 CS0259  HISTORY     - 19950901 GOOD             USPSQD
 CS0259
 CS0259                          STATION DESCRIPTION
 CS0259
 CS0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0259'4.95 MI NE FROM HIRAM.
 CS0259'2.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE LOCUST GROVE CHURCH
 CS0259'AT HIRAM, THENCE 1.65 MILES EAST ALONG AN ASPHALT ROAD, THENCE 0.85
 CS0259'MILE NORTH ALONG AN ASPHALT ROAD, THENCE 0.15 MILE NORTH ALONG A DIRT
 CS0259'ROAD, AT A POINT WHERE THE ROAD TURNS WEST, 153.0 FEET EAST OF THE
 CS0259'CENTER LINE OF THE ROAD LEADING SOUTH FROM THE CURVE, 121.0 FEET SOUTH
 CS0259'OF THE EXTENDED CENTER LINE OF THE ROAD LEADING WEST FROM THE CURVE,
 CS0259'9.7 FEET SOUTHWEST OF THE CENTER OF A WELL, 3.0 FEET SOUTH OF THE
 CS0259'SOUTHEAST CORNER OF WILLIAMS CHAPEL SCHOOL, 1.9 FEET EAST OF A
 CS0259'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CS0259'FOOT ABOVE THE GROUND.
 CS0259
 CS0259                          STATION RECOVERY (1995)
 CS0259
 CS0259'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0990 ***********************************************************************
 CR0990  DESIGNATION -  V 480 RESET 1955
 CR0990  PID         -  CR0990
 CR0990  STATE/COUNTY-  TX/VAN ZANDT
 CR0990  USGS QUAD   -  EDGEWOOD (1981)
 CR0990
 CR0990                         *CURRENT SURVEY CONTROL
 CR0990  ___________________________________________________________________
 CR0990* NAD 83(1986)-  32 38 55.     (N)    095 57 56.     (W)     SCALED    
 CR0990* NAVD 88     -       159.07   (+/-2cm)     521.9    (feet)  VERTCON   
 CR0990  ___________________________________________________________________
 CR0990  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0990
 CR0990  VERT ORDER  -  THIRD (See Below)
 CR0990
 CR0990.The horizontal coordinates were scaled from a topographic map and have
 CR0990.an estimated accuracy of +/- 6 seconds.
 CR0990
 CR0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0990.The vertical order pertains to the NGVD 29 superseded value.
 CR0990
 CR0990.The geoid height was determined by GEOID03.
 CR0990
 CR0990;                    North         East    Units  Estimated Accuracy
 CR0990;SPC TXNC     - 2,111,760.      837,740.      MT  (+/- 180 meters Scaled)
 CR0990
 CR0990                          SUPERSEDED SURVEY CONTROL
 CR0990
 CR0990  NGVD 29 (??/??/??)  159.08   (m)          521.9    (f) RESET       3  
 CR0990
 CR0990.Superseded values are not recommended for survey control.
 CR0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0990.See file dsdata.txt to determine how the superseded data were derived.
 CR0990
 CR0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS218162(NAD 83)
 CR0990_MARKER: DB = BENCH MARK DISK
 CR0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0990_STAMPING: V 480 RESET 1955
 CR0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0990+STABILITY: SURFACE MOTION
 CR0990
 CR0990  HISTORY     - Date     Condition        Report By
 CR0990  HISTORY     - 1955     MONUMENTED       CGS
 CR0990  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR0990  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0990
 CR0990                          STATION DESCRIPTION
 CR0990
 CR0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR0990'4 MI SE FROM WILLS POINT.
 CR0990'4.0 MILES SOUTHEAST ALONG HIGHWAY NO. 64 FROM THE JUNCTION OF HIGHWAYS
 CR0990'NOS. 64 AND 80 IN THE SOUTHEAST EDGE OF WILLS POINT, 1.0 FOOT SOUTH OF
 CR0990'A FENCE LINE LEADING EAST AND ABOUT MIDWAY BETWEEN TWO HACKBERRY TREES
 CR0990'IN THE FENCE LINE.  IT IS ABOUT 40 FEET EAST OF THE CENTERLINE OF A
 CR0990'WIDE CONCRETE CULVERT FOR THE FIELD ROAD EAST AND ABOUT 0.1 MILE SOUTH
 CR0990'OF A FARM YARD AND A SURFACE TANK, AND ABOUT 75 FEET NORTHEAST OF THE
 CR0990'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK STAMPED V 480 RESET 1955
 CR0990'AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
 CR0990
 CR0990                          STATION RECOVERY (1993)
 CR0990
 CR0990'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0990'MARK NOT FOUND.
 CR0990
 CR0990                          STATION RECOVERY (1995)
 CR0990
 CR0990'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0704 ***********************************************************************
 AY0704  DESIGNATION -  V 481
 AY0704  PID         -  AY0704
 AY0704  STATE/COUNTY-  TX/BEXAR
 AY0704  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0704
 AY0704                         *CURRENT SURVEY CONTROL
 AY0704  ___________________________________________________________________
 AY0704* NAD 83(1986)-  29 27 59.     (N)    098 33 58.     (W)     SCALED    
 AY0704* NAVD 88     -       247.404  (meters)     811.69   (feet)  ADJUSTED  
 AY0704  ___________________________________________________________________
 AY0704  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AY0704  DYNAMIC HT  -         247.043 (meters)     810.51  (feet)  COMP
 AY0704  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AY0704
 AY0704  VERT ORDER  -  FIRST     CLASS II
 AY0704
 AY0704.The horizontal coordinates were scaled from a topographic map and have
 AY0704.an estimated accuracy of +/- 6 seconds.
 AY0704
 AY0704.The orthometric height was determined by differential leveling
 AY0704.and adjusted by the National Geodetic Survey in June 1991..
 AY0704
 AY0704.The geoid height was determined by GEOID03.
 AY0704
 AY0704.The dynamic height is computed by dividing the NAVD 88
 AY0704.geopotential number by the normal gravity value computed on the
 AY0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0704.degrees latitude (g = 980.6199 gals.).
 AY0704
 AY0704.The modeled gravity was interpolated from observed gravity values.
 AY0704
 AY0704;                    North         East    Units  Estimated Accuracy
 AY0704;SPC TXSC     - 4,181,060.      642,080.      MT  (+/- 180 meters Scaled)
 AY0704
 AY0704                          SUPERSEDED SURVEY CONTROL
 AY0704
 AY0704  NGVD 29 (??/??/92)  247.279  (m)          811.28   (f) ADJ UNCH    1 2
 AY0704
 AY0704.Superseded values are not recommended for survey control.
 AY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0704.See file dsdata.txt to determine how the superseded data were derived.
 AY0704
 AY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT420597(NAD 83)
 AY0704_MARKER: DB = BENCH MARK DISK
 AY0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0704_STAMPING: V-481 1935
 AY0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0704+STABILITY: SURFACE MOTION
 AY0704
 AY0704  HISTORY     - Date     Condition        Report By
 AY0704  HISTORY     - 1935     MONUMENTED       CGS
 AY0704  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0704  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY0704
 AY0704                          STATION DESCRIPTION
 AY0704
 AY0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY0704'6.2 MI NW FROM SAN ANTONIO.
 AY0704'6.2 MI. N.W. OF COURTHOUSE, ALONG STATE HWY NO. 81 29 FT. NORTH OF THE
 AY0704'CENTER LINE OF THE HIGHWAY, 90 FT. EAST OF THE CENTER LINE OF A
 AY0704'CROSSROAD, ABOUT 200 FT. NORTH EAST OF WOODLAWN HILLS GRADE SCHOOL AND
 AY0704'IN LINE OF TELEPHONE LINE.
 AY0704
 AY0704                          STATION RECOVERY (1967)
 AY0704
 AY0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0704'MARK NOT FOUND.
 AY0704
 AY0704                          STATION RECOVERY (1995)
 AY0704
 AY0704'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1368 ***********************************************************************
 AY1368  DESIGNATION -  V 482
 AY1368  PID         -  AY1368
 AY1368  STATE/COUNTY-  TX/UVALDE
 AY1368  USGS QUAD   -  UVALDE (1971)
 AY1368
 AY1368                         *CURRENT SURVEY CONTROL
 AY1368  ___________________________________________________________________
 AY1368* NAD 83(1986)-  29 12 35.     (N)    099 47 12.     (W)     SCALED    
 AY1368* NAVD 88     -       276.733  (meters)     907.91   (feet)  ADJUSTED  
 AY1368  ___________________________________________________________________
 AY1368  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY1368  DYNAMIC HT  -         276.331 (meters)     906.60  (feet)  COMP
 AY1368  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 AY1368
 AY1368  VERT ORDER  -  FIRST     CLASS II
 AY1368
 AY1368.The horizontal coordinates were scaled from a topographic map and have
 AY1368.an estimated accuracy of +/- 6 seconds.
 AY1368
 AY1368.The orthometric height was determined by differential leveling
 AY1368.and adjusted by the National Geodetic Survey in June 1991..
 AY1368
 AY1368.The geoid height was determined by GEOID03.
 AY1368
 AY1368.The dynamic height is computed by dividing the NAVD 88
 AY1368.geopotential number by the normal gravity value computed on the
 AY1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1368.degrees latitude (g = 980.6199 gals.).
 AY1368
 AY1368.The modeled gravity was interpolated from observed gravity values.
 AY1368
 AY1368;                    North         East    Units  Estimated Accuracy
 AY1368;SPC TXSC     - 4,152,800.      523,510.      MT  (+/- 180 meters Scaled)
 AY1368
 AY1368                          SUPERSEDED SURVEY CONTROL
 AY1368
 AY1368  NGVD 29 (??/??/92)  276.588  (m)          907.44   (f) ADJ UNCH    1 2
 AY1368
 AY1368.Superseded values are not recommended for survey control.
 AY1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1368.See file dsdata.txt to determine how the superseded data were derived.
 AY1368
 AY1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT235314(NAD 83)
 AY1368_MARKER: DB = BENCH MARK DISK
 AY1368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1368_SP_SET: STEP
 AY1368_STAMPING: V 482 1935 907.456
 AY1368_MARK LOGO: CGS   
 AY1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1368+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 AY1368
 AY1368  HISTORY     - Date     Condition        Report By
 AY1368  HISTORY     - 1935     MONUMENTED       CGS
 AY1368  HISTORY     - 1957     GOOD             NGS
 AY1368  HISTORY     - 1982     GOOD             NGS
 AY1368  HISTORY     - 20021110 GOOD             USPSQD
 AY1368  HISTORY     - 20040729 GOOD             USPSQD
 AY1368
 AY1368                          STATION DESCRIPTION
 AY1368
 AY1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1368'IN UVALDE.
 AY1368'IN THE TOP OF THE SECOND STEP FROM THE BOTTOM OF THE STEPS LEADING TO
 AY1368'THE WEST ENTRANCE TO THE COURT HOUSE, 19 FEET SOUTH OF THE CENTER LINE
 AY1368'OF THE ENTRANCE, 4 INCHES NORTH OF THE SOUTH END OF THE STEP AND ABOUT
 AY1368'1 FOOT ABOVE THE GROUND.
 AY1368
 AY1368                          STATION RECOVERY (1982)
 AY1368
 AY1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1368'RECOVERED IN GOOD CONDITION.
 AY1368
 AY1368                          STATION RECOVERY (2002)
 AY1368
 AY1368'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY1368'RECOVERED IN GOOD CONDITION.
 AY1368
 AY1368                          STATION RECOVERY (2004)
 AY1368
 AY1368'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1212 ***********************************************************************
 BY1212  DESIGNATION -  V 483
 BY1212  PID         -  BY1212
 BY1212  STATE/COUNTY-  TX/NACOGDOCHES
 BY1212  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1212
 BY1212                         *CURRENT SURVEY CONTROL
 BY1212  ___________________________________________________________________
 BY1212* NAD 83(1986)-  31 32 39.     (N)    094 38 04.     (W)     SCALED    
 BY1212* NAVD 88     -        86.63   (+/-2cm)     284.2    (feet)  VERTCON   
 BY1212  ___________________________________________________________________
 BY1212  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1212
 BY1212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1212
 BY1212.The horizontal coordinates were scaled from a topographic map and have
 BY1212.an estimated accuracy of +/- 6 seconds.
 BY1212
 BY1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1212.The vertical order pertains to the NGVD 29 superseded value.
 BY1212
 BY1212.The geoid height was determined by GEOID03.
 BY1212
 BY1212;                    North         East    Units  Estimated Accuracy
 BY1212;SPC TX C     - 3,221,990.    1,240,880.      MT  (+/- 180 meters Scaled)
 BY1212
 BY1212                          SUPERSEDED SURVEY CONTROL
 BY1212
 BY1212  NGVD 29 (??/??/92)   86.718  (m)          284.51   (f) ADJ UNCH    2 0
 BY1212
 BY1212.Superseded values are not recommended for survey control.
 BY1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1212.See file dsdata.txt to determine how the superseded data were derived.
 BY1212
 BY1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ448910(NAD 83)
 BY1212_MARKER: DB = BENCH MARK DISK
 BY1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1212_STAMPING: V 483 1948
 BY1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1212+STABILITY: SURFACE MOTION
 BY1212
 BY1212  HISTORY     - Date     Condition        Report By
 BY1212  HISTORY     - 1948     MONUMENTED       CGS
 BY1212  HISTORY     - 1963     GOOD             NGS
 BY1212  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1212  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1212
 BY1212                          STATION DESCRIPTION
 BY1212
 BY1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BY1212'4.15 MI SW FROM LACYVILLE.
 BY1212'0.25 MILE EAST ALONG A GRADED DIRT ROAD FROM THE CROSSING OF A DIRT
 BY1212'ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT LACYVILLE, THENCE 3.55
 BY1212'MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.35 MILE SOUTHWEST
 BY1212'ALONG A GRADED DIRT ROAD, 0.3 MILE SOUTHWEST OF A RAILWAY OVERPASS,
 BY1212'120.8 FEET SOUTH OF A POWER POLE (POLE IS AT A POINT WHERE THE POWER
 BY1212'LINE TURNS), 41.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 40.4 FEET
 BY1212'NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 1.3 FEET SOUTHWEST
 BY1212'OF A FENCE, 1.5 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP
 BY1212'OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 BY1212'NOTE-- TO REACH FROM THE POST OFFICE IN NACOGDOCHES, GO EASTERLY ON
 BY1212'STATE HIGHWAY 21 FOR 0.55 MILE TO THE JUNCTION OF FARM ROAD 1275. TURN
 BY1212'RIGHT AND FOLLOW FARM ROAD 1275 FOR 0.95 MILE TO THE JUNCTION OF FARM
 BY1212'ROADS 1275 AND 2259, THENCE CONTINUE ON FARM ROAD 1275 FOR 3.0 MILES
 BY1212'TO A DIRT ROAD ON THE RIGHT.  TAKE RIGHT FORK, DIRT ROAD, AND GO
 BY1212'SOUTHWEST 0.3 MILE TO BENCH MARK AT FARMHOUSE ON THE LEFT.
 BY1212
 BY1212                          STATION RECOVERY (1977)
 BY1212
 BY1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1212'MARK NOT FOUND.
 BY1212
 BY1212                          STATION RECOVERY (1998)
 BY1212
 BY1212'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0151 ***********************************************************************
 BY0151  DESIGNATION -  V 485
 BY0151  PID         -  BY0151
 BY0151  STATE/COUNTY-  TX/SHELBY
 BY0151  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0151
 BY0151                         *CURRENT SURVEY CONTROL
 BY0151  ___________________________________________________________________
 BY0151* NAD 83(1986)-  31 42 54.     (N)    094 19 59.     (W)     SCALED    
 BY0151* NAVD 88     -       124.52   (+/-2cm)     408.5    (feet)  VERTCON   
 BY0151  ___________________________________________________________________
 BY0151  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY0151
 BY0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0151
 BY0151.The horizontal coordinates were scaled from a topographic map and have
 BY0151.an estimated accuracy of +/- 6 seconds.
 BY0151
 BY0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0151.The vertical order pertains to the NGVD 29 superseded value.
 BY0151
 BY0151.The geoid height was determined by GEOID03.
 BY0151
 BY0151;                    North         East    Units  Estimated Accuracy
 BY0151;SPC TX C     - 3,242,410.    1,268,430.      MT  (+/- 180 meters Scaled)
 BY0151
 BY0151                          SUPERSEDED SURVEY CONTROL
 BY0151
 BY0151  NGVD 29 (??/??/92)  124.541  (m)          408.60   (f) ADJ UNCH    2 0
 BY0151
 BY0151.Superseded values are not recommended for survey control.
 BY0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0151.See file dsdata.txt to determine how the superseded data were derived.
 BY0151
 BY0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR736096(NAD 83)
 BY0151_MARKER: DB = BENCH MARK DISK
 BY0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0151_STAMPING: V 485 1949
 BY0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0151+STABILITY: SURFACE MOTION
 BY0151
 BY0151  HISTORY     - Date     Condition        Report By
 BY0151  HISTORY     - 1949     MONUMENTED       CGS
 BY0151  HISTORY     - 1979     GOOD             USGS
 BY0151
 BY0151                          STATION DESCRIPTION
 BY0151
 BY0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0151'2.1 MI N FROM AIKEN.
 BY0151'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 7 FROM THE ELEMENTARY SCHOOL AT
 BY0151'AIKEN, THENCE 1.8 MILES NORTH ALONG THE AIKEN-ARCADA ROAD, AT A ROAD
 BY0151'JUNCTION, 299.0 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD
 BY0151'LEADING WEST, 115.9 FEET SOUTH OF A FENCE CORNER WHICH IS AT THE
 BY0151'SOUTHWEST CORNER OF A FARMYARD, 44.0 FEET EAST OF THE CENTER LINE OF
 BY0151'THE AIKEN-ARCADA ROAD, 18.2 FEET SOUTHEAST OF A POWER POLE, 2.5 FEET
 BY0151'NORTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE, AND SET IN THE
 BY0151'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY0151
 BY0151                          STATION RECOVERY (1979)
 BY0151
 BY0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0151'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 7 FROM THE ELEMENTARY SCHOOL
 BY0151'AT AIKEN, THENCE 1.8 MILES NORTH ALONG THE AIKEN-ARCADA ROAD, AT A
 BY0151'ROAD JUNCTION, 299 FEET NORTH OF THE EXTENDED CENTERLINE OF AN
 BY0151'ABANDONED ROAD LEADING WEST, 100 FEET SOUTH ALONG THE ROAD FROM THE
 BY0151'CENTER LINE OF A DRIVEWAY EAST TO A FARM HOUSE, 44 FEET EAST OF THE
 BY0151'CENTER LINE OF THE AIKEN-ARCADA ROAD, 18.2 FEET SOUTHEAST OF A POWER
 BY0151'POLE, 1.0 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0151'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0043 ***********************************************************************
 BY0043  DESIGNATION -  V 486
 BY0043  PID         -  BY0043
 BY0043  STATE/COUNTY-  TX/SHELBY
 BY0043  USGS QUAD   -  GARRISON EAST (1984)
 BY0043
 BY0043                         *CURRENT SURVEY CONTROL
 BY0043  ___________________________________________________________________
 BY0043* NAD 83(1986)-  31 52 05.     (N)    094 25 34.     (W)     SCALED    
 BY0043* NAVD 88     -       113.354  (meters)     371.90   (feet)  ADJUSTED  
 BY0043  ___________________________________________________________________
 BY0043  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BY0043  DYNAMIC HT  -         113.217 (meters)     371.45  (feet)  COMP
 BY0043  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 BY0043
 BY0043  VERT ORDER  -  FIRST     CLASS II
 BY0043
 BY0043.The horizontal coordinates were scaled from a topographic map and have
 BY0043.an estimated accuracy of +/- 6 seconds.
 BY0043
 BY0043.The orthometric height was determined by differential leveling
 BY0043.and adjusted by the National Geodetic Survey in June 1991..
 BY0043
 BY0043.The geoid height was determined by GEOID03.
 BY0043
 BY0043.The dynamic height is computed by dividing the NAVD 88
 BY0043.geopotential number by the normal gravity value computed on the
 BY0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0043.degrees latitude (g = 980.6199 gals.).
 BY0043
 BY0043.The modeled gravity was interpolated from observed gravity values.
 BY0043
 BY0043;                    North         East    Units  Estimated Accuracy
 BY0043;SPC TX C     - 3,258,890.    1,258,730.      MT  (+/- 180 meters Scaled)
 BY0043
 BY0043                          SUPERSEDED SURVEY CONTROL
 BY0043
 BY0043  NGVD 29 (??/??/92)  113.363  (m)          371.93   (f) ADJ UNCH    1 2
 BY0043
 BY0043.Superseded values are not recommended for survey control.
 BY0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0043.See file dsdata.txt to determine how the superseded data were derived.
 BY0043
 BY0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR650266(NAD 83)
 BY0043_MARKER: DB = BENCH MARK DISK
 BY0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0043_STAMPING: V 486 1949
 BY0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0043+STABILITY: SURFACE MOTION
 BY0043
 BY0043  HISTORY     - Date     Condition        Report By
 BY0043  HISTORY     - 1949     MONUMENTED       CGS
 BY0043  HISTORY     - 1952     GOOD             NGS
 BY0043
 BY0043                          STATION DESCRIPTION
 BY0043
 BY0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0043'3.2 MI SW FROM TIMPSON.
 BY0043'3.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0043'STATION AT TIMPSON, AT THE FARM HOME OF MRS. MARY WELCH, 181.0 FEET
 BY0043'NORTHEAST OF THE CENTER OF A ROAD CROSSING, 101.0 FEET EAST OF THE
 BY0043'EAST RAIL OF THE TRACK, 69.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BY0043'THE FARMHOUSE, 36.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 BY0043'ROAD, 22.0 FEET NORTHWEST OF A 10-INCH HOLLY TREE, 12.0 FEET EAST OF
 BY0043'THE CENTER OF A WIRE GATE, 1.7 FEET WEST OF A REFERENCE POST, 1.2 FEET
 BY0043'SOUTH OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 BY0043'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY0043
 BY0043                          STATION RECOVERY (1952)
 BY0043
 BY0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BY0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0203 ***********************************************************************
 BY0203  DESIGNATION -  V 487 RESET 1967
 BY0203  PID         -  BY0203
 BY0203  STATE/COUNTY-  TX/SHELBY
 BY0203  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0203
 BY0203                         *CURRENT SURVEY CONTROL
 BY0203  ___________________________________________________________________
 BY0203* NAD 83(1986)-  31 42 12.     (N)    094 17 21.     (W)     SCALED    
 BY0203* NAVD 88     -       108.60   (+/-2cm)     356.3    (feet)  VERTCON   
 BY0203  ___________________________________________________________________
 BY0203  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY0203
 BY0203  VERT ORDER  -  THIRD (See Below)
 BY0203
 BY0203.The horizontal coordinates were scaled from a topographic map and have
 BY0203.an estimated accuracy of +/- 6 seconds.
 BY0203
 BY0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0203.The vertical order pertains to the NGVD 29 superseded value.
 BY0203
 BY0203.The geoid height was determined by GEOID03.
 BY0203
 BY0203;                    North         East    Units  Estimated Accuracy
 BY0203;SPC TX C     - 3,241,340.    1,272,660.      MT  (+/- 180 meters Scaled)
 BY0203
 BY0203                          SUPERSEDED SURVEY CONTROL
 BY0203
 BY0203  NGVD 29 (01/29/03)  108.62   (m)          356.4    (f) RESET       3  
 BY0203
 BY0203.Superseded values are not recommended for survey control.
 BY0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0203.See file dsdata.txt to determine how the superseded data were derived.
 BY0203
 BY0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR778082(NAD 83)
 BY0203_MARKER: DB = BENCH MARK DISK
 BY0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0203_STAMPING: V 487 RESET 1967
 BY0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0203+STABILITY: SURFACE MOTION
 BY0203
 BY0203  HISTORY     - Date     Condition        Report By
 BY0203  HISTORY     - 1967     MONUMENTED       CGS
 BY0203
 BY0203                          STATION DESCRIPTION
 BY0203
 BY0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BY0203'9.0 MI SW FROM CENTER.
 BY0203'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE IN
 BY0203'CENTER TO THE JUNCTION OF U. S. HIGHWAY 96, THENCE CONTINUE SOUTHWEST
 BY0203'8.6 MILES ALONG STATE HIGHWAY 7 TO SITE OF BENCH MARK, 66 FEET
 BY0203'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 142 FEET SOUTHWEST OF A POWER
 BY0203'LINE POLE WHICH IS ABOUT ON THE EXTENDED CENTER LINE OF A PRIVATE
 BY0203'DRIVEWAY LEADING SOUTHEAST, 15 FEET SOUTHWEST OF THE CENTER OF A GATE,
 BY0203'1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF A
 BY0203'METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 478 + 49.
 BY0203'A C AND GS BENCH MARK DISK, SET IN A 12 X 12 IN. CONCRETE POST WHICH
 BY0203'PROJECTS 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0510 ***********************************************************************
 BY0510  DESIGNATION -  V 488
 BY0510  PID         -  BY0510
 BY0510  STATE/COUNTY-  TX/ANGELINA
 BY0510  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0510
 BY0510                         *CURRENT SURVEY CONTROL
 BY0510  ___________________________________________________________________
 BY0510* NAD 83(1986)-  31 16 36.     (N)    094 27 07.     (W)     SCALED    
 BY0510* NAVD 88     -        59.24   (+/-2cm)     194.4    (feet)  VERTCON   
 BY0510  ___________________________________________________________________
 BY0510  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BY0510
 BY0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0510
 BY0510.The horizontal coordinates were scaled from a topographic map and have
 BY0510.an estimated accuracy of +/- 6 seconds.
 BY0510
 BY0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0510.The vertical order pertains to the NGVD 29 superseded value.
 BY0510
 BY0510.The geoid height was determined by GEOID03.
 BY0510
 BY0510;                    North         East    Units  Estimated Accuracy
 BY0510;SPC TX C     - 3,193,280.    1,259,750.      MT  (+/- 180 meters Scaled)
 BY0510
 BY0510                          SUPERSEDED SURVEY CONTROL
 BY0510
 BY0510  NGVD 29 (??/??/92)   59.277  (m)          194.48   (f) ADJ UNCH    2 0
 BY0510
 BY0510.Superseded values are not recommended for survey control.
 BY0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0510.See file dsdata.txt to determine how the superseded data were derived.
 BY0510
 BY0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ617611(NAD 83)
 BY0510_MARKER: DB = BENCH MARK DISK
 BY0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0510_STAMPING: V 488 1949
 BY0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0510+STABILITY: SURFACE MOTION
 BY0510
 BY0510  HISTORY     - Date     Condition        Report By
 BY0510  HISTORY     - 1949     MONUMENTED       CGS
 BY0510
 BY0510                          STATION DESCRIPTION
 BY0510
 BY0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0510'1.5 MI W FROM ORA.
 BY0510'1.5 MILES WEST ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT
 BY0510'ORA, 100.0 FEET SOUTHEAST OF THE JUNCTION OF THE CENTER LINES OF THE
 BY0510'EAST-WEST ROAD AND THE Y ROAD LEADING NORTHEAST, 39.0 FEET SOUTH OF
 BY0510'THE CENTER LINE OF THE ROAD, 23.0 FEET WEST OF THE CENTER LINE OF A
 BY0510'PRIVATE ROAD, 22.0 FEET SOUTH OF A 16-INCH GUM TREE, 16.0 FEET EAST OF
 BY0510'A 14-INCH GUM TREE, 1.3 FEET EAST OF A REFERENCE POST, AND SET IN THE
 BY0510'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0932 ***********************************************************************
 BY0932  DESIGNATION -  V 489
 BY0932  PID         -  BY0932
 BY0932  STATE/COUNTY-  TX/ANGELINA
 BY0932  USGS QUAD   -  MANNING (1980)
 BY0932
 BY0932                         *CURRENT SURVEY CONTROL
 BY0932  ___________________________________________________________________
 BY0932* NAD 83(1986)-  31 08 12.     (N)    094 33 14.     (W)     SCALED    
 BY0932* NAVD 88     -        81.09   (+/-2cm)     266.0    (feet)  VERTCON   
 BY0932  ___________________________________________________________________
 BY0932  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BY0932
 BY0932  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0932
 BY0932.The horizontal coordinates were scaled from a topographic map and have
 BY0932.an estimated accuracy of +/- 6 seconds.
 BY0932
 BY0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0932.The vertical order pertains to the NGVD 29 superseded value.
 BY0932
 BY0932.The geoid height was determined by GEOID03.
 BY0932
 BY0932;                    North         East    Units  Estimated Accuracy
 BY0932;SPC TX C     - 3,177,270.    1,250,860.      MT  (+/- 180 meters Scaled)
 BY0932
 BY0932                          SUPERSEDED SURVEY CONTROL
 BY0932
 BY0932  NGVD 29 (??/??/92)   81.120  (m)          266.14   (f) ADJ UNCH    2 0
 BY0932
 BY0932.Superseded values are not recommended for survey control.
 BY0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0932.See file dsdata.txt to determine how the superseded data were derived.
 BY0932
 BY0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ518457(NAD 83)
 BY0932_MARKER: DB = BENCH MARK DISK
 BY0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0932_STAMPING: V 489 1949
 BY0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0932+STABILITY: SURFACE MOTION
 BY0932
 BY0932  HISTORY     - Date     Condition        Report By
 BY0932  HISTORY     - 1949     MONUMENTED       CGS
 BY0932
 BY0932                          STATION DESCRIPTION
 BY0932
 BY0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0932'3.9 MI W FROM SHAWNEE PRAIRIE.
 BY0932'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0932'SHAWNEE PRAIRIE, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, AT A
 BY0932'ROAD JUNCTION, 77.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 BY0932'ROAD, 57.0 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING
 BY0932'SOUTHWEST, 28.0 FEET SOUTH OF A FENCE, 27.0 FEET SOUTH OF AN 18-INCH
 BY0932'PINE TREE, 15.0 FEET NORTHWEST OF A 14-INCH PINE TREE, 1.4 FEET NORTH
 BY0932'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0932'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0954 ***********************************************************************
 BZ0954  DESIGNATION -  V 49
 BZ0954  PID         -  BZ0954
 BZ0954  STATE/COUNTY-  TX/BELL
 BZ0954  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0954
 BZ0954                         *CURRENT SURVEY CONTROL
 BZ0954  ___________________________________________________________________
 BZ0954* NAD 83(1986)-  31 07 19.     (N)    097 45 06.     (W)     SCALED    
 BZ0954* NAVD 88     -       260.000  (meters)     853.02   (feet)  ADJUSTED  
 BZ0954  ___________________________________________________________________
 BZ0954  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BZ0954  DYNAMIC HT  -         259.651 (meters)     851.87  (feet)  COMP
 BZ0954  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 BZ0954
 BZ0954  VERT ORDER  -  FIRST     CLASS II
 BZ0954
 BZ0954.The horizontal coordinates were scaled from a topographic map and have
 BZ0954.an estimated accuracy of +/- 6 seconds.
 BZ0954
 BZ0954.The orthometric height was determined by differential leveling
 BZ0954.and adjusted by the National Geodetic Survey in June 1991..
 BZ0954
 BZ0954.The geoid height was determined by GEOID03.
 BZ0954
 BZ0954.The dynamic height is computed by dividing the NAVD 88
 BZ0954.geopotential number by the normal gravity value computed on the
 BZ0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0954.degrees latitude (g = 980.6199 gals.).
 BZ0954
 BZ0954.The modeled gravity was interpolated from observed gravity values.
 BZ0954
 BZ0954;                    North         East    Units  Estimated Accuracy
 BZ0954;SPC TX C     - 3,164,180.      946,200.      MT  (+/- 180 meters Scaled)
 BZ0954
 BZ0954                          SUPERSEDED SURVEY CONTROL
 BZ0954
 BZ0954  NGVD 29 (??/??/92)  259.919  (m)          852.75   (f) ADJ UNCH    1 2
 BZ0954
 BZ0954.Superseded values are not recommended for survey control.
 BZ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0954.See file dsdata.txt to determine how the superseded data were derived.
 BZ0954
 BZ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV190437(NAD 83)
 BZ0954_MARKER: DB = BENCH MARK DISK
 BZ0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0954_STAMPING: V 49 1953
 BZ0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0954+STABILITY: SURFACE MOTION
 BZ0954
 BZ0954  HISTORY     - Date     Condition        Report By
 BZ0954  HISTORY     - 1953     MONUMENTED       CGS
 BZ0954  HISTORY     - 1957     GOOD             DOD
 BZ0954  HISTORY     - 1976     MARK NOT FOUND
 BZ0954  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0954
 BZ0954                          STATION DESCRIPTION
 BZ0954
 BZ0954'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0954'1.4 MI W FROM KILLEEN.
 BZ0954'1.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0954'STATION AT KILLEEN, BELL COUNTY, 16 FEET SOUTHEAST OF MILEPOST 245, 48
 BZ0954'FEET SOUTH OF THE SOUTH RAIL, 70 FEET NORTH OF THE CENTERLINE OF U. S.
 BZ0954'HIGHWAY 190, 2 FEET SOUTH OF A FENCE, 3 FEET WEST OF A WHITE WOODEN
 BZ0954'WITNESS POST, ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL, AND SET IN
 BZ0954'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BZ0954
 BZ0954                          STATION RECOVERY (1976)
 BZ0954
 BZ0954'RECOVERED 1976
 BZ0954'MARK NOT FOUND.
 BZ0954
 BZ0954                          STATION RECOVERY (1983)
 BZ0954
 BZ0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0869 ***********************************************************************
 BY0869  DESIGNATION -  V 490
 BY0869  PID         -  BY0869
 BY0869  STATE/COUNTY-  TX/ANGELINA
 BY0869  USGS QUAD   -  BALD HILL (1980)
 BY0869
 BY0869                         *CURRENT SURVEY CONTROL
 BY0869  ___________________________________________________________________
 BY0869* NAD 83(1986)-  31 08 39.     (N)    094 38 51.     (W)     SCALED    
 BY0869* NAVD 88     -        58.76   (+/-2cm)     192.8    (feet)  VERTCON   
 BY0869  ___________________________________________________________________
 BY0869  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BY0869
 BY0869  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0869
 BY0869.The horizontal coordinates were scaled from a topographic map and have
 BY0869.an estimated accuracy of +/- 6 seconds.
 BY0869
 BY0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0869.The vertical order pertains to the NGVD 29 superseded value.
 BY0869
 BY0869.The geoid height was determined by GEOID03.
 BY0869
 BY0869;                    North         East    Units  Estimated Accuracy
 BY0869;SPC TX C     - 3,177,640.    1,241,900.      MT  (+/- 180 meters Scaled)
 BY0869
 BY0869                          SUPERSEDED SURVEY CONTROL
 BY0869
 BY0869  NGVD 29 (??/??/92)   58.788  (m)          192.87   (f) ADJ UNCH    2 0
 BY0869
 BY0869.Superseded values are not recommended for survey control.
 BY0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0869.See file dsdata.txt to determine how the superseded data were derived.
 BY0869
 BY0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ429467(NAD 83)
 BY0869_MARKER: DB = BENCH MARK DISK
 BY0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0869_STAMPING: V 490 1949
 BY0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0869+STABILITY: SURFACE MOTION
 BY0869
 BY0869  HISTORY     - Date     Condition        Report By
 BY0869  HISTORY     - 1949     MONUMENTED       CGS
 BY0869
 BY0869                          STATION DESCRIPTION
 BY0869
 BY0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0869'13.90 MI SE FROM BURKE.
 BY0869'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0869'ORLEANS RAILROAD STATION AT BURKE, THENCE 7.55 MILES SOUTHEAST ALONG
 BY0869'FARM ROAD 58, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, THENCE
 BY0869'1.6 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.1 MILE SOUTHEAST OF A
 BY0869'WOODEN BRIDGE OVER A DRY WASH, 69.0 FEET NORTHEAST OF THE CENTER LINE
 BY0869'OF THE ROAD, 38.0 FEET NORTHEAST OF AN 18-INCH OAK TREE, 33.0 FEET
 BY0869'NORTHEAST OF THE CENTER OF A WIRE GATE, 17.0 FEET SOUTHEAST OF THE
 BY0869'CENTER LINE OF A WOODS ROAD, 5.5 FEET WEST OF A 16-INCH PINE TREE, 2.7
 BY0869'FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF A FENCE, AND
 BY0869'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY0869'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0628 ***********************************************************************
 BY0628  DESIGNATION -  V 491
 BY0628  PID         -  BY0628
 BY0628  STATE/COUNTY-  TX/ANGELINA
 BY0628  USGS QUAD   -  ROCKLAND (1984)
 BY0628
 BY0628                         *CURRENT SURVEY CONTROL
 BY0628  ___________________________________________________________________
 BY0628* NAD 83(1986)-  31 05 08.     (N)    094 25 58.     (W)     SCALED    
 BY0628* NAVD 88     -        51.37   (+/-2cm)     168.5    (feet)  VERTCON   
 BY0628  ___________________________________________________________________
 BY0628  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BY0628
 BY0628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0628
 BY0628.The horizontal coordinates were scaled from a topographic map and have
 BY0628.an estimated accuracy of +/- 6 seconds.
 BY0628
 BY0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0628.The vertical order pertains to the NGVD 29 superseded value.
 BY0628
 BY0628.The geoid height was determined by GEOID03.
 BY0628
 BY0628;                    North         East    Units  Estimated Accuracy
 BY0628;SPC TX C     - 3,172,220.    1,262,700.      MT  (+/- 180 meters Scaled)
 BY0628
 BY0628                          SUPERSEDED SURVEY CONTROL
 BY0628
 BY0628  NGVD 29 (??/??/92)   51.386  (m)          168.59   (f) ADJ UNCH    2 0
 BY0628
 BY0628.Superseded values are not recommended for survey control.
 BY0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0628.See file dsdata.txt to determine how the superseded data were derived.
 BY0628
 BY0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ633399(NAD 83)
 BY0628_MARKER: DB = BENCH MARK DISK
 BY0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0628_STAMPING: V 491 1949
 BY0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0628+STABILITY: SURFACE MOTION
 BY0628
 BY0628  HISTORY     - Date     Condition        Report By
 BY0628  HISTORY     - 1949     MONUMENTED       CGS
 BY0628
 BY0628                          STATION DESCRIPTION
 BY0628
 BY0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0628'5.0 MI S FROM ZAVALLA.
 BY0628'5.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0628'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, AT DOLAN, 304.0 FEET WEST
 BY0628'OF THE WEST RAIL OF THE MAIN TRACK OF THE TEXAS AND NEW ORLEANS
 BY0628'RAILROAD, 103.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE
 BY0628'FRAME HOUSE, 56.0 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 69,
 BY0628'32.0 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING EAST,
 BY0628'3.2 FEET EAST OF A FENCE CORNER POST, 1.0 FOOT NORTH OF A FENCE, 2.0
 BY0628'FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0628'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0546 ***********************************************************************
 BY0546  DESIGNATION -  V 492
 BY0546  PID         -  BY0546
 BY0546  STATE/COUNTY-  TX/ANGELINA
 BY0546  USGS QUAD   -  EBENEZER (1984)
 BY0546
 BY0546                         *CURRENT SURVEY CONTROL
 BY0546  ___________________________________________________________________
 BY0546* NAD 83(1986)-  31 06 40.     (N)    094 13 16.     (W)     SCALED    
 BY0546* NAVD 88     -        50.60   (+/-2cm)     166.0    (feet)  VERTCON   
 BY0546  ___________________________________________________________________
 BY0546  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BY0546
 BY0546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0546
 BY0546.The horizontal coordinates were scaled from a topographic map and have
 BY0546.an estimated accuracy of +/- 6 seconds.
 BY0546
 BY0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0546.The vertical order pertains to the NGVD 29 superseded value.
 BY0546
 BY0546.The geoid height was determined by GEOID03.
 BY0546
 BY0546;                    North         East    Units  Estimated Accuracy
 BY0546;SPC TX C     - 3,176,140.    1,282,700.      MT  (+/- 180 meters Scaled)
 BY0546
 BY0546                          SUPERSEDED SURVEY CONTROL
 BY0546
 BY0546  NGVD 29 (??/??/92)   50.618  (m)          166.07   (f) ADJ UNCH    2 0
 BY0546
 BY0546.Superseded values are not recommended for survey control.
 BY0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0546.See file dsdata.txt to determine how the superseded data were derived.
 BY0546
 BY0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ835425(NAD 83)
 BY0546_MARKER: DB = BENCH MARK DISK
 BY0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0546_STAMPING: V 492 1949
 BY0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0546+STABILITY: SURFACE MOTION
 BY0546
 BY0546  HISTORY     - Date     Condition        Report By
 BY0546  HISTORY     - 1949     MONUMENTED       CGS
 BY0546  HISTORY     - 1979     GOOD             USGS
 BY0546
 BY0546                          STATION DESCRIPTION
 BY0546
 BY0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0546'13.3 MI E FROM ZAVALLA.
 BY0546'13.3 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0546'RAILROAD STATION AT ZAVALLA, 63.0 FEET NORTH OF THE CENTER LINE OF
 BY0546'STATE HIGHWAY 63, 33.0 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 BY0546'ROAD LEADING NORTHEAST, 1.6 FEET SOUTH OF A REFERENCE POST, AND SET IN
 BY0546'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0546
 BY0546                          STATION RECOVERY (1979)
 BY0546
 BY0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0546'12.5 MILES SE ALONG HWY. 63 FROM JCT OF HWYS 69 AND 63 AT ZAVALLA,
 BY0546'THENCE 1.35 MILES E ALONG GRADED ROAD, THENCE 0.3 MILES N ALONG
 BY0546'GRADED ROAD, THENCE 1.05 MILES NW ALONG TRACK ROAD TO NORTHMOST OF 2
 BY0546'PIPELINES, THENCE 0.45 MILE NE ALONG PIPELINE, THENCE 0.5 MILE N
 BY0546'ALONG TRACK ROAD, 63 FT NE OF CENTERLINE OF OLD HWY, 33 FT SE OF AN
 BY0546'OLD ROAD LEADING NE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY0546'FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0341 ***********************************************************************
 BY0341  DESIGNATION -  V 493
 BY0341  PID         -  BY0341
 BY0341  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0341  USGS QUAD   -  BROADDUS (1984)
 BY0341
 BY0341                         *CURRENT SURVEY CONTROL
 BY0341  ___________________________________________________________________
 BY0341* NAD 83(1986)-  31 18 45.     (N)    094 15 50.     (W)     SCALED    
 BY0341* NAVD 88     -        72.89   (+/-2cm)     239.1    (feet)  VERTCON   
 BY0341  ___________________________________________________________________
 BY0341  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0341
 BY0341  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0341
 BY0341.The horizontal coordinates were scaled from a topographic map and have
 BY0341.an estimated accuracy of +/- 6 seconds.
 BY0341
 BY0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0341.The vertical order pertains to the NGVD 29 superseded value.
 BY0341
 BY0341.The geoid height was determined by GEOID03.
 BY0341
 BY0341;                    North         East    Units  Estimated Accuracy
 BY0341;SPC TX C     - 3,198,210.    1,277,410.      MT  (+/- 180 meters Scaled)
 BY0341
 BY0341                          SUPERSEDED SURVEY CONTROL
 BY0341
 BY0341  NGVD 29 (??/??/92)   72.914  (m)          239.22   (f) ADJ UNCH    2 0
 BY0341
 BY0341.Superseded values are not recommended for survey control.
 BY0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0341.See file dsdata.txt to determine how the superseded data were derived.
 BY0341
 BY0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ797649(NAD 83)
 BY0341_MARKER: DB = BENCH MARK DISK
 BY0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0341_SP_SET: CULVERT
 BY0341_STAMPING: V 493 1949
 BY0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0341
 BY0341  HISTORY     - Date     Condition        Report By
 BY0341  HISTORY     - 1949     MONUMENTED       CGS
 BY0341
 BY0341                          STATION DESCRIPTION
 BY0341
 BY0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0341'0.45 MI NE FROM BROADDUS.
 BY0341'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0341'BROADDUS, AT A Y JUNCTION WITH A DIRT ROAD LEADING NORTH, 26.0 FEET
 BY0341'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24.0 FEET SOUTHWEST OF
 BY0341'THE CENTER LINE OF THE DIRT ROAD.  SET IN THE TOP OF THE CENTER OF THE
 BY0341'NORTHWEST HEADWALL OF A 4X4 FOOT CONCRETE BOX CULVERT, LEVEL WITH THE
 BY0341'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2795 ***********************************************************************
 BY2795  DESIGNATION -  V 493 RESET
 BY2795  PID         -  BY2795
 BY2795  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2795  USGS QUAD   -  BROADDUS (1984)
 BY2795
 BY2795                         *CURRENT SURVEY CONTROL
 BY2795  ___________________________________________________________________
 BY2795* NAD 83(1986)-  31 18 45.     (N)    094 15 50.     (W)     SCALED    
 BY2795* NAVD 88     -        73.90   (+/-2cm)     242.5    (feet)  VERTCON   
 BY2795  ___________________________________________________________________
 BY2795  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY2795
 BY2795  VERT ORDER  -  THIRD (See Below)
 BY2795
 BY2795.The horizontal coordinates were scaled from a topographic map and have
 BY2795.an estimated accuracy of +/- 6 seconds.
 BY2795
 BY2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2795.The vertical order pertains to the NGVD 29 superseded value.
 BY2795
 BY2795.The geoid height was determined by GEOID03.
 BY2795
 BY2795;                    North         East    Units  Estimated Accuracy
 BY2795;SPC TX C     - 3,198,210.    1,277,410.      MT  (+/- 180 meters Scaled)
 BY2795
 BY2795                          SUPERSEDED SURVEY CONTROL
 BY2795
 BY2795  NGVD 29 (01/29/03)   73.93   (m)          242.6    (f) RESET       3  
 BY2795
 BY2795.Superseded values are not recommended for survey control.
 BY2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2795.See file dsdata.txt to determine how the superseded data were derived.
 BY2795
 BY2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ797649(NAD 83)
 BY2795_MARKER: DV = VERTICAL CONTROL DISK
 BY2795_SETTING: 0 = UNSPECIFIED SETTING
 BY2795_SP_SET: UNSPECIFIED SHALLOW
 BY2795_STAMPING: V 493 RESET 1981
 BY2795_MARK LOGO: NGS   
 BY2795_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2795
 BY2795  HISTORY     - Date     Condition        Report By
 BY2795  HISTORY     - 1981     MONUMENTED       NGS
 BY2795
 BY2795                          STATION DESCRIPTION
 BY2795
 BY2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BY2795'0.7 MI (1.1 KM) NORTHEAST ALONG STATE HIGHWAY 147 FROM THE BROADDUS
 BY2795'POST OFFICE, 89.9 FT (27.4 M) NORTHWEST OF THE CENTERLINE OF THE
 BY2795'ROAD, 20.0 FT (6.1 M) SOUTHEAST OF A 8-INCH PINE TREE, 15.1 FT
 BY2795'(4.6 M) SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY, ON THE HIGHWAY
 BY2795'RIGHT-OF-WAY AT THE EDGE OF THE JEFF BRYAN PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0334 ***********************************************************************
 BY0334  DESIGNATION -  V 494
 BY0334  PID         -  BY0334
 BY0334  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0334  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0334
 BY0334                         *CURRENT SURVEY CONTROL
 BY0334  ___________________________________________________________________
 BY0334* NAD 83(1986)-  31 24 01.     (N)    094 17 10.     (W)     SCALED    
 BY0334* NAVD 88     -        72.41   (+/-2cm)     237.6    (feet)  VERTCON   
 BY0334  ___________________________________________________________________
 BY0334  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BY0334
 BY0334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0334
 BY0334.The horizontal coordinates were scaled from a topographic map and have
 BY0334.an estimated accuracy of +/- 6 seconds.
 BY0334
 BY0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0334.The vertical order pertains to the NGVD 29 superseded value.
 BY0334
 BY0334.The geoid height was determined by GEOID03.
 BY0334
 BY0334;                    North         East    Units  Estimated Accuracy
 BY0334;SPC TX C     - 3,207,810.    1,274,770.      MT  (+/- 180 meters Scaled)
 BY0334
 BY0334                          SUPERSEDED SURVEY CONTROL
 BY0334
 BY0334  NGVD 29 (??/??/92)   72.446  (m)          237.68   (f) ADJ UNCH    2 0
 BY0334
 BY0334.Superseded values are not recommended for survey control.
 BY0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0334.See file dsdata.txt to determine how the superseded data were derived.
 BY0334
 BY0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ777746(NAD 83)
 BY0334_MARKER: DB = BENCH MARK DISK
 BY0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0334_STAMPING: V 494 1949
 BY0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0334+STABILITY: SURFACE MOTION
 BY0334
 BY0334  HISTORY     - Date     Condition        Report By
 BY0334  HISTORY     - 1949     MONUMENTED       CGS
 BY0334  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0334
 BY0334                          STATION DESCRIPTION
 BY0334
 BY0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0334'7.65 MI N FROM BROADDUS.
 BY0334'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0334'BROADDUS, THENCE 7.2 MILES NORTH ALONG A GRADED DIRT ROAD, AT THE FARM
 BY0334'HOME OF E.N. BRADBERY, 94 FEET EAST OF THE SOUTHEAST CORNER OF THE
 BY0334'FARMHOUSE, 22 FEET SOUTH OF A 24 INCH PINE TREE, 0.2 MILE NORTH OF A
 BY0334'ROAD INTERSECTION, 33 FEET SOUTHEAST OF A POWER POLE, 46 FEET
 BY0334'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTH OF A FENCE,
 BY0334'1.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0334'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY0334
 BY0334                          STATION RECOVERY (1998)
 BY0334
 BY0334'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0688 ***********************************************************************
 AY0688  DESIGNATION -  V 495
 AY0688  PID         -  AY0688
 AY0688  STATE/COUNTY-  TX/BEXAR
 AY0688  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0688
 AY0688                         *CURRENT SURVEY CONTROL
 AY0688  ___________________________________________________________________
 AY0688* NAD 83(1986)-  29 26 41.     (N)    098 36 06.     (W)     SCALED    
 AY0688* NAVD 88     -       230.541  (meters)     756.37   (feet)  ADJUSTED  
 AY0688  ___________________________________________________________________
 AY0688  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AY0688  DYNAMIC HT  -         230.205 (meters)     755.26  (feet)  COMP
 AY0688  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AY0688
 AY0688  VERT ORDER  -  FIRST     CLASS II
 AY0688
 AY0688.The horizontal coordinates were scaled from a topographic map and have
 AY0688.an estimated accuracy of +/- 6 seconds.
 AY0688
 AY0688.The orthometric height was determined by differential leveling
 AY0688.and adjusted by the National Geodetic Survey in June 1991..
 AY0688
 AY0688.The geoid height was determined by GEOID03.
 AY0688
 AY0688.The dynamic height is computed by dividing the NAVD 88
 AY0688.geopotential number by the normal gravity value computed on the
 AY0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0688.degrees latitude (g = 980.6199 gals.).
 AY0688
 AY0688.The modeled gravity was interpolated from observed gravity values.
 AY0688
 AY0688;                    North         East    Units  Estimated Accuracy
 AY0688;SPC TXSC     - 4,178,650.      638,640.      MT  (+/- 180 meters Scaled)
 AY0688
 AY0688                          SUPERSEDED SURVEY CONTROL
 AY0688
 AY0688  NGVD 29 (??/??/92)  230.43   (m)          756.0    (f) COMPUTED    1 2
 AY0688
 AY0688.Superseded values are not recommended for survey control.
 AY0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0688.See file dsdata.txt to determine how the superseded data were derived.
 AY0688
 AY0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT386573(NAD 83)
 AY0688_MARKER: DB = BENCH MARK DISK
 AY0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0688_STAMPING: V-495 1952
 AY0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0688+STABILITY: SURFACE MOTION
 AY0688
 AY0688  HISTORY     - Date     Condition        Report By
 AY0688  HISTORY     - 1952     MONUMENTED       CGS
 AY0688  HISTORY     - 1967     GOOD             USGS
 AY0688  HISTORY     - 19861001 MARK NOT FOUND   USGS
 AY0688  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0688
 AY0688                          STATION DESCRIPTION
 AY0688
 AY0688'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0688'IN HURT AIRPORT.
 AY0688'AT THE ABANDON HURT AIRPORT, BEXAR COUNTY 0.3 MILES SOUTH ALONG
 AY0688'CALLAGHAN ROAD FROM THE JUNCTION OF CULEBRA ROAD, AND 123 FEET EAST OF
 AY0688'THE CENTERLINE OF CALLAGHAN ROAD, IN A FIELD.  A STANDARD DISK,
 AY0688'STAMPED V-495 1952 AND SET IN TOP OF A CONCRETE POST PROJECTING 0.2
 AY0688'FOOT ABOVE GROUND.
 AY0688
 AY0688                          STATION RECOVERY (1986)
 AY0688
 AY0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0688'MARK NOT FOUND.
 AY0688
 AY0688                          STATION RECOVERY (1995)
 AY0688
 AY0688'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0993 ***********************************************************************
 AY0993  DESIGNATION -  V 496
 AY0993  PID         -  AY0993
 AY0993  STATE/COUNTY-  TX/BEXAR
 AY0993  USGS QUAD   -  CASTLE HILLS (1992)
 AY0993
 AY0993                         *CURRENT SURVEY CONTROL
 AY0993  ___________________________________________________________________
 AY0993* NAD 83(1986)-  29 33 29.     (N)    098 33 51.     (W)     SCALED    
 AY0993* NAVD 88     -       286.426  (meters)     939.72   (feet)  POSTED    
 AY0993  ___________________________________________________________________
 AY0993  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AY0993  DYNAMIC HT  -         286.010 (meters)     938.35  (feet)  COMP
 AY0993  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 AY0993
 AY0993  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0993
 AY0993.The horizontal coordinates were scaled from a topographic map and have
 AY0993.an estimated accuracy of +/- 6 seconds.
 AY0993
 AY0993.The orthometric height was determined by differential leveling
 AY0993.and adjusted by the National Geodetic Survey in 1992..
 AY0993.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0993.rate of 1.1 thru 2.0 mm/km.
 AY0993
 AY0993.The geoid height was determined by GEOID03.
 AY0993
 AY0993.The dynamic height is computed by dividing the NAVD 88
 AY0993.geopotential number by the normal gravity value computed on the
 AY0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0993.degrees latitude (g = 980.6199 gals.).
 AY0993
 AY0993.The modeled gravity was interpolated from observed gravity values.
 AY0993
 AY0993;                    North         East    Units  Estimated Accuracy
 AY0993;SPC TXSC     - 4,191,220.      642,230.      MT  (+/- 180 meters Scaled)
 AY0993
 AY0993                          SUPERSEDED SURVEY CONTROL
 AY0993
 AY0993  NGVD 29 (??/??/92)  286.304  (m)          939.32   (f) ADJ UNCH    1 2
 AY0993
 AY0993.Superseded values are not recommended for survey control.
 AY0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0993.See file dsdata.txt to determine how the superseded data were derived.
 AY0993
 AY0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT422698(NAD 83)
 AY0993_MARKER: DB = BENCH MARK DISK
 AY0993_SETTING: 66 = SET IN ROCK OUTCROP
 AY0993_SP_SET: ROCK OUTCROP
 AY0993_STAMPING: V 496 1952
 AY0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0993+STABILITY: POSITION/ELEVATION WELL
 AY0993
 AY0993  HISTORY     - Date     Condition        Report By
 AY0993  HISTORY     - 1952     MONUMENTED       CGS
 AY0993  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0993  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0993  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0993  HISTORY     - 19991117 MARK NOT FOUND   USPSQD
 AY0993
 AY0993                          STATION DESCRIPTION
 AY0993
 AY0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0993'IN SAN ANTONIO.
 AY0993'AT SAN ANTONIO, 1.45 MILES NORTHEAST ALONG HUEBNER ROAD FROM ITS
 AY0993'JUNCTION WITH U.S. HIGHWAY 87 (FREDERICKSBURG ROAD), 0.25 MILE
 AY0993'NORTHEAST OF A RAILROAD CROSSING, 0.15 MILE SOUTHWEST OF A PRIVATE
 AY0993'DRIVEWAY, ON THE SOUTHWEST SLOPE OF A ROCKY HILL, 36 FEET NORTHWEST OF
 AY0993'THE CENTER LINE OF HUEBNER ROAD, 9 FEET NORTH OF A POWER POLE, 5 FEET
 AY0993'NORTHWEST OF A FENCE, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 AY0993'LIMESTONE ROCK.
 AY0993
 AY0993                          STATION RECOVERY (1986)
 AY0993
 AY0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0993'MARK NOT FOUND.
 AY0993
 AY0993                          STATION RECOVERY (1989)
 AY0993
 AY0993'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0993'MARK NOT FOUND.
 AY0993
 AY0993                          STATION RECOVERY (1990)
 AY0993
 AY0993'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0993'MARK NOT FOUND.
 AY0993
 AY0993                          STATION RECOVERY (1999)
 AY0993
 AY0993'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0393 ***********************************************************************
 AY0393  DESIGNATION -  V 499
 AY0393  PID         -  AY0393
 AY0393  STATE/COUNTY-  TX/BEXAR
 AY0393  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0393
 AY0393                         *CURRENT SURVEY CONTROL
 AY0393  ___________________________________________________________________
 AY0393* NAD 83(1986)-  29 25 28.     (N)    098 22 40.     (W)     SCALED    
 AY0393* NAVD 88     -       203.252  (meters)     666.84   (feet)  ADJUSTED  
 AY0393  ___________________________________________________________________
 AY0393  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY0393  DYNAMIC HT  -         202.956 (meters)     665.86  (feet)  COMP
 AY0393  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AY0393
 AY0393  VERT ORDER  -  FIRST     CLASS II
 AY0393
 AY0393.The horizontal coordinates were scaled from a topographic map and have
 AY0393.an estimated accuracy of +/- 6 seconds.
 AY0393
 AY0393.The orthometric height was determined by differential leveling
 AY0393.and adjusted by the National Geodetic Survey in June 1991..
 AY0393
 AY0393.The geoid height was determined by GEOID03.
 AY0393
 AY0393.The dynamic height is computed by dividing the NAVD 88
 AY0393.geopotential number by the normal gravity value computed on the
 AY0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0393.degrees latitude (g = 980.6199 gals.).
 AY0393
 AY0393.The modeled gravity was interpolated from observed gravity values.
 AY0393
 AY0393;                    North         East    Units  Estimated Accuracy
 AY0393;SPC TXSC     - 4,176,500.      660,370.      MT  (+/- 180 meters Scaled)
 AY0393
 AY0393                          SUPERSEDED SURVEY CONTROL
 AY0393
 AY0393  NGVD 29 (??/??/92)  203.152  (m)          666.51   (f) ADJ UNCH    1 2
 AY0393
 AY0393.Superseded values are not recommended for survey control.
 AY0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0393.See file dsdata.txt to determine how the superseded data were derived.
 AY0393
 AY0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT603551(NAD 83)
 AY0393_MARKER: DB = BENCH MARK DISK
 AY0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0393_STAMPING: V 499 1953
 AY0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0393+STABILITY: SURFACE MOTION
 AY0393
 AY0393  HISTORY     - Date     Condition        Report By
 AY0393  HISTORY     - 1953     MONUMENTED       CGS
 AY0393  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0393
 AY0393                          STATION DESCRIPTION
 AY0393
 AY0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0393'8.0 MI E FROM SAN ANTONIO.
 AY0393'8.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0393'STATION AT SAN ANTONIO, AT A PRIVATE ROAD CROSSING, 45 FEET NORTH OF
 AY0393'THE NORTH RAIL, 14 FEET EAST OF THE CENTER OF A WOODEN GATE, 14 FEET
 AY0393'EAST OF THE CENTER LINE OF A PRIVATE ROAD, 2 FEET SOUTH OF A FENCE, 2
 AY0393'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0393'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0393
 AY0393                          STATION RECOVERY (1995)
 AY0393
 AY0393'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0956 ***********************************************************************
 BZ0956  DESIGNATION -  V 50 RESET 1972
 BZ0956  PID         -  BZ0956
 BZ0956  STATE/COUNTY-  TX/BELL
 BZ0956  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0956
 BZ0956                         *CURRENT SURVEY CONTROL
 BZ0956  ___________________________________________________________________
 BZ0956* NAD 83(1986)-  31 07 26.     (N)    097 46 10.     (W)     SCALED    
 BZ0956* NAVD 88     -       280.803  (meters)     921.27   (feet)  ADJUSTED  
 BZ0956  ___________________________________________________________________
 BZ0956  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BZ0956  DYNAMIC HT  -         280.427 (meters)     920.03  (feet)  COMP
 BZ0956  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 BZ0956
 BZ0956  VERT ORDER  -  FIRST     CLASS II
 BZ0956
 BZ0956.The horizontal coordinates were scaled from a topographic map and have
 BZ0956.an estimated accuracy of +/- 6 seconds.
 BZ0956
 BZ0956.The orthometric height was determined by differential leveling
 BZ0956.and adjusted by the National Geodetic Survey in June 1991..
 BZ0956
 BZ0956.The geoid height was determined by GEOID03.
 BZ0956
 BZ0956.The dynamic height is computed by dividing the NAVD 88
 BZ0956.geopotential number by the normal gravity value computed on the
 BZ0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0956.degrees latitude (g = 980.6199 gals.).
 BZ0956
 BZ0956.The modeled gravity was interpolated from observed gravity values.
 BZ0956
 BZ0956;                    North         East    Units  Estimated Accuracy
 BZ0956;SPC TX C     - 3,164,360.      944,500.      MT  (+/- 180 meters Scaled)
 BZ0956
 BZ0956                          SUPERSEDED SURVEY CONTROL
 BZ0956
 BZ0956.No superseded survey control is available for this station.
 BZ0956
 BZ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV173439(NAD 83)
 BZ0956_MARKER: DD = SURVEY DISK
 BZ0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0956_STAMPING: V 50 RESET 1972
 BZ0956_MARK LOGO: NGS   
 BZ0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0956+STABILITY: SURFACE MOTION
 BZ0956
 BZ0956  HISTORY     - Date     Condition        Report By
 BZ0956  HISTORY     - 1972     MONUMENTED       TXHD
 BZ0956  HISTORY     - 1983     GOOD             NGS
 BZ0956
 BZ0956                          STATION DESCRIPTION
 BZ0956
 BZ0956'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 BZ0956'2.5 MI W FROM KILLEEN.
 BZ0956'2.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 BZ0956'THE STATION AT KILLEEN, 189 FEET EAST OF MILEPOST 246, 47 FEET SOUTH
 BZ0956'OF THE SOUTH RAIL, 7 FEET EAST OF TELEPHONE POLE CCT-70, 3 FEET WEST
 BZ0956'OF A WHITE 4 X 4 WITNESS POST, 2 FEET NORTH OF A FENCE LINE AND SET IN
 BZ0956'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 BZ0956
 BZ0956                          STATION RECOVERY (1983)
 BZ0956
 BZ0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0969 ***********************************************************************
 BY0969  DESIGNATION -  V 500
 BY0969  PID         -  BY0969
 BY0969  STATE/COUNTY-  TX/POLK
 BY0969  USGS QUAD   -  PLUCK (1980)
 BY0969
 BY0969                         *CURRENT SURVEY CONTROL
 BY0969  ___________________________________________________________________
 BY0969* NAD 83(1986)-  31 01 50.     (N)    094 44 14.     (W)     SCALED    
 BY0969* NAVD 88     -        54.84   (+/-2cm)     179.9    (feet)  VERTCON   
 BY0969  ___________________________________________________________________
 BY0969  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BY0969
 BY0969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0969
 BY0969.The horizontal coordinates were scaled from a topographic map and have
 BY0969.an estimated accuracy of +/- 6 seconds.
 BY0969
 BY0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0969.The vertical order pertains to the NGVD 29 superseded value.
 BY0969
 BY0969.The geoid height was determined by GEOID03.
 BY0969
 BY0969;                    North         East    Units  Estimated Accuracy
 BY0969;SPC TX C     - 3,164,630.    1,233,990.      MT  (+/- 180 meters Scaled)
 BY0969
 BY0969                          SUPERSEDED SURVEY CONTROL
 BY0969
 BY0969  NGVD 29 (??/??/92)   54.868  (m)          180.01   (f) ADJ UNCH    2 0
 BY0969
 BY0969.Superseded values are not recommended for survey control.
 BY0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0969.See file dsdata.txt to determine how the superseded data were derived.
 BY0969
 BY0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ341342(NAD 83)
 BY0969_MARKER: DB = BENCH MARK DISK
 BY0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0969_STAMPING: V 500 1949
 BY0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0969+STABILITY: SURFACE MOTION
 BY0969
 BY0969  HISTORY     - Date     Condition        Report By
 BY0969  HISTORY     - 1949     MONUMENTED       CGS
 BY0969  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0969
 BY0969                          STATION DESCRIPTION
 BY0969
 BY0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0969'1.4 MI N FROM PLUCK.
 BY0969'1.4 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, 0.2
 BY0969'MILE SOUTH OF THE FIRST WOODEN BRIDGE ON THE SOUTH EDGE OF A 0.5 MILE
 BY0969'WIDE BOTTOM, 31.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 6.2 FEET
 BY0969'NORTHEAST OF A 6 INCH TRIANGULAR BLAZED PINE TREE, 6.2 FEET SOUTHEAST
 BY0969'OF ANOTHER 6 INCH PINE TREE, 2.0 FEET SOUTH OF A WITNESS POST, SET IN
 BY0969'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY0969
 BY0969                          STATION RECOVERY (1997)
 BY0969
 BY0969'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0716 ***********************************************************************
 BL0716  DESIGNATION -  V 501
 BL0716  PID         -  BL0716
 BL0716  STATE/COUNTY-  TX/POLK
 BL0716  USGS QUAD   -  CAMDEN (1984)
 BL0716
 BL0716                         *CURRENT SURVEY CONTROL
 BL0716  ___________________________________________________________________
 BL0716* NAD 83(1986)-  30 54 34.     (N)    094 42 50.     (W)     SCALED    
 BL0716* NAVD 88     -        79.39   (+/-2cm)     260.5    (feet)  VERTCON   
 BL0716  ___________________________________________________________________
 BL0716  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL0716
 BL0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0716
 BL0716.The horizontal coordinates were scaled from a topographic map and have
 BL0716.an estimated accuracy of +/- 6 seconds.
 BL0716
 BL0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0716.The vertical order pertains to the NGVD 29 superseded value.
 BL0716
 BL0716.The geoid height was determined by GEOID03.
 BL0716
 BL0716;                    North         East    Units  Estimated Accuracy
 BL0716;SPC TX C     - 3,151,330.    1,236,900.      MT  (+/- 180 meters Scaled)
 BL0716
 BL0716                          SUPERSEDED SURVEY CONTROL
 BL0716
 BL0716  NGVD 29 (??/??/92)   79.401  (m)          260.50   (f) ADJ UNCH    2 0
 BL0716
 BL0716.Superseded values are not recommended for survey control.
 BL0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0716.See file dsdata.txt to determine how the superseded data were derived.
 BL0716
 BL0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ362208(NAD 83)
 BL0716_MARKER: DB = BENCH MARK DISK
 BL0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0716_STAMPING: V 501 1949
 BL0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0716+STABILITY: SURFACE MOTION
 BL0716
 BL0716  HISTORY     - Date     Condition        Report By
 BL0716  HISTORY     - 1949     MONUMENTED       CGS
 BL0716  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0716
 BL0716                          STATION DESCRIPTION
 BL0716
 BL0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0716'1.2 MI SE FROM CAMDEN.
 BL0716'1.2 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0716'EXPRESS CO. OFFICE AT CAMDEN, 0.15 MILE NORTHWEST OF A FARMHOUSE AT
 BL0716'THE TOP OF A HILL AND ON THE NORTHEAST SIDE OF THE ROAD, 70.0 FEET
 BL0716'NORTHEAST OF THE CENTER LINE OF THE ROAD, 32.0 FEET WEST OF THE CENTER
 BL0716'LINE OF A WOODS ROAD LEADING NORTH, 10.0 FEET SOUTH OF THE CENTER LINE
 BL0716'OF A SHORT CONNECTING ROAD, 18.5 FEET WEST OF A 20-INCH PINE WITH A
 BL0716'TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 1.5 FEET SOUTHWEST OF
 BL0716'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0716'FOOT ABOVE THE GROUND.
 BL0716
 BL0716                          STATION RECOVERY (1997)
 BL0716
 BL0716'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0684 ***********************************************************************
 BL0684  DESIGNATION -  V 503
 BL0684  PID         -  BL0684
 BL0684  STATE/COUNTY-  TX/TYLER
 BL0684  USGS QUAD   -  CHESTER (1984)
 BL0684
 BL0684                         *CURRENT SURVEY CONTROL
 BL0684  ___________________________________________________________________
 BL0684* NAD 83(1986)-  30 57 41.     (N)    094 31 24.     (W)     SCALED    
 BL0684* NAVD 88     -       102.52   (+/-2cm)     336.4    (feet)  VERTCON   
 BL0684  ___________________________________________________________________
 BL0684  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BL0684
 BL0684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0684
 BL0684.The horizontal coordinates were scaled from a topographic map and have
 BL0684.an estimated accuracy of +/- 6 seconds.
 BL0684
 BL0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0684.The vertical order pertains to the NGVD 29 superseded value.
 BL0684
 BL0684.The geoid height was determined by GEOID03.
 BL0684
 BL0684;                    North         East    Units  Estimated Accuracy
 BL0684;SPC TX C     - 3,158,020.    1,254,790.      MT  (+/- 180 meters Scaled)
 BL0684
 BL0684                          SUPERSEDED SURVEY CONTROL
 BL0684
 BL0684  NGVD 29 (??/??/92)  102.533  (m)          336.39   (f) ADJ UNCH    2 0
 BL0684
 BL0684.Superseded values are not recommended for survey control.
 BL0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0684.See file dsdata.txt to determine how the superseded data were derived.
 BL0684
 BL0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ545263(NAD 83)
 BL0684_MARKER: DB = BENCH MARK DISK
 BL0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0684_STAMPING: V 503 1949
 BL0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0684+STABILITY: SURFACE MOTION
 BL0684
 BL0684  HISTORY     - Date     Condition        Report By
 BL0684  HISTORY     - 1949     MONUMENTED       CGS
 BL0684
 BL0684                          STATION DESCRIPTION
 BL0684
 BL0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0684'5.9 MI NE FROM CHESTER.
 BL0684'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BL0684'THENCE 3.9 MILES EASTERLY ALONG A DIRT ROAD, 0.2 MILE NORTH OF A
 BL0684'Y-JUNCTION OF DIRT ROADS, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 BL0684'LEADING NORTHWEST AND SOUTH, 30.0 FEET EAST OF THE CENTER LINE OF THE
 BL0684'ROAD, 16.0 FEET WEST OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BL0684'WEST SIDE OF THE TREE, 9.5 FEET NORTHEAST OF A 10-INCH PINE WITH A
 BL0684'TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.3 FEET WEST OF A
 BL0684'FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 BL0684'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0142 ***********************************************************************
 BL0142  DESIGNATION -  V 504
 BL0142  PID         -  BL0142
 BL0142  STATE/COUNTY-  TX/TYLER
 BL0142  USGS QUAD   -  BOGGY LAKE (1984)
 BL0142
 BL0142                         *CURRENT SURVEY CONTROL
 BL0142  ___________________________________________________________________
 BL0142* NAD 83(1986)-  30 53 11.     (N)    094 15 36.     (W)     SCALED    
 BL0142* NAVD 88     -        73.19   (+/-2cm)     240.1    (feet)  VERTCON   
 BL0142  ___________________________________________________________________
 BL0142  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BL0142
 BL0142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0142
 BL0142.The horizontal coordinates were scaled from a topographic map and have
 BL0142.an estimated accuracy of +/- 6 seconds.
 BL0142
 BL0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0142.The vertical order pertains to the NGVD 29 superseded value.
 BL0142
 BL0142.The geoid height was determined by GEOID03.
 BL0142
 BL0142;                    North         East    Units  Estimated Accuracy
 BL0142;SPC TX C     - 3,151,060.    1,280,360.      MT  (+/- 180 meters Scaled)
 BL0142
 BL0142                          SUPERSEDED SURVEY CONTROL
 BL0142
 BL0142  NGVD 29 (??/??/92)   73.196  (m)          240.14   (f) ADJ UNCH    2 0
 BL0142
 BL0142.Superseded values are not recommended for survey control.
 BL0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0142.See file dsdata.txt to determine how the superseded data were derived.
 BL0142
 BL0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ795176(NAD 83)
 BL0142_MARKER: DB = BENCH MARK DISK
 BL0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0142_STAMPING: V 504 1949
 BL0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0142+STABILITY: SURFACE MOTION
 BL0142
 BL0142  HISTORY     - Date     Condition        Report By
 BL0142  HISTORY     - 1949     MONUMENTED       CGS
 BL0142
 BL0142                          STATION DESCRIPTION
 BL0142
 BL0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0142'9.2 MI NW FROM TOWN BLUFF.
 BL0142'5.2 MILES NORTHWEST ALONG FARM ROAD NO. 92 FROM THE JUNCTION OF NO. 92
 BL0142'AND OLD STATE HIGHWAY NO. 45 AT TOWN BLUFF, THENCE 0.8 MILE WEST ALONG
 BL0142'U. S. HIGHWAY NO. 190, THENCE 3.2 MILES NORTHWEST ALONG A DIRT ROAD,
 BL0142'ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTH AND EAST, ABOUT
 BL0142'ON THE POINT OF INTERSECTION OF THE CENTER LINES OF THE TWO TANGENTS,
 BL0142'27.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5.5 FEET NORTHWEST
 BL0142'OF A TRIPLE PINE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE
 BL0142'TREE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL0142'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0674 ***********************************************************************
 BL0674  DESIGNATION -  V 505 RESET 1957
 BL0674  PID         -  BL0674
 BL0674  STATE/COUNTY-  TX/TYLER
 BL0674  USGS QUAD   -  CHESTER (1984)
 BL0674
 BL0674                         *CURRENT SURVEY CONTROL
 BL0674  ___________________________________________________________________
 BL0674* NAD 83(1986)-  30 52 34.     (N)    094 33 16.     (W)     SCALED    
 BL0674* NAVD 88     -        84.46   (+/-2cm)     277.1    (feet)  VERTCON   
 BL0674  ___________________________________________________________________
 BL0674  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL0674
 BL0674  VERT ORDER  -  THIRD (See Below)
 BL0674
 BL0674.The horizontal coordinates were scaled from a topographic map and have
 BL0674.an estimated accuracy of +/- 6 seconds.
 BL0674
 BL0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0674.The vertical order pertains to the NGVD 29 superseded value.
 BL0674
 BL0674.The geoid height was determined by GEOID03.
 BL0674
 BL0674;                    North         East    Units  Estimated Accuracy
 BL0674;SPC TX C     - 3,148,420.    1,252,310.      MT  (+/- 180 meters Scaled)
 BL0674
 BL0674                          SUPERSEDED SURVEY CONTROL
 BL0674
 BL0674  NGVD 29 (??/??/??)   84.47   (m)          277.1    (f) RESET       3  
 BL0674
 BL0674.Superseded values are not recommended for survey control.
 BL0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0674.See file dsdata.txt to determine how the superseded data were derived.
 BL0674
 BL0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ514169(NAD 83)
 BL0674_MARKER: DB = BENCH MARK DISK
 BL0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0674_STAMPING: V 505 RESET 1957
 BL0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0674+STABILITY: SURFACE MOTION
 BL0674
 BL0674  HISTORY     - Date     Condition        Report By
 BL0674  HISTORY     - 1957     MONUMENTED       CGS
 BL0674  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0674
 BL0674                          STATION DESCRIPTION
 BL0674
 BL0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BL0674'4.3 MI SE FROM CHESTER.
 BL0674'ABOUT 4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 BL0674'IN CHESTER, ABOUT MIDWAY ALONG A LEVEL SECTION OF THE HIGHWAY BETWEEN
 BL0674'TWO HILLS, ABOUT 300 FEET WEST OF A WHITE FARMHOUSE ON THE NORTHEAST
 BL0674'SIDE OF THE HIGHWAY AND ACROSS THE HIGHWAY NORTH OF A WHITE HOUSE AND
 BL0674'BARNYARD, 20 FEET WEST OF A FIELD FENCE, AND 1 FOOT SOUTHWEST OF THE
 BL0674'NORTHEAST RIGHT-OF-WAY LINE.  A STANDARD DISK STAMPED V 505 RESET 1957
 BL0674'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 BL0674
 BL0674                          STATION RECOVERY (1989)
 BL0674
 BL0674'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BL0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0085 ***********************************************************************
 BL0085  DESIGNATION -  V 506
 BL0085  PID         -  BL0085
 BL0085  STATE/COUNTY-  TX/TYLER
 BL0085  USGS QUAD   -  WOODVILLE (1984)
 BL0085
 BL0085                         *CURRENT SURVEY CONTROL
 BL0085  ___________________________________________________________________
 BL0085* NAD 83(1986)-  30 46 52.     (N)    094 25 14.     (W)     SCALED    
 BL0085* NAVD 88     -        96.80   (+/-2cm)     317.6    (feet)  VERTCON   
 BL0085  ___________________________________________________________________
 BL0085  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL0085
 BL0085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0085
 BL0085.The horizontal coordinates were scaled from a topographic map and have
 BL0085.an estimated accuracy of +/- 6 seconds.
 BL0085
 BL0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0085.The vertical order pertains to the NGVD 29 superseded value.
 BL0085
 BL0085.The geoid height was determined by GEOID03.
 BL0085
 BL0085;                    North         East    Units  Estimated Accuracy
 BL0085;SPC TX C     - 3,138,580.    1,265,650.      MT  (+/- 180 meters Scaled)
 BL0085
 BL0085                          SUPERSEDED SURVEY CONTROL
 BL0085
 BL0085  NGVD 29 (??/??/92)   96.799  (m)          317.58   (f) ADJ UNCH    2 0
 BL0085
 BL0085.Superseded values are not recommended for survey control.
 BL0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0085.See file dsdata.txt to determine how the superseded data were derived.
 BL0085
 BL0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ640062(NAD 83)
 BL0085_MARKER: DB = BENCH MARK DISK
 BL0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0085_STAMPING: V 506 1949
 BL0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0085+STABILITY: SURFACE MOTION
 BL0085
 BL0085  HISTORY     - Date     Condition        Report By
 BL0085  HISTORY     - 1949     MONUMENTED       CGS
 BL0085
 BL0085                          STATION DESCRIPTION
 BL0085
 BL0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0085'IN WOODVILLE.
 BL0085'AT WOODVILLE, 0.8 MILE NORTH ALONG U.S. HIGHWAY NO. 287 FROM THE COURT
 BL0085'HOUSE, 0.35 MILE WEST OF THE JUNCTION OF U.S. HIGHWAYS NO. 287 AND 69,
 BL0085'JUST EAST OF THE SUMMIT OF A HILL, 61.0 FEET EAST OF POWER LINE POLE
 BL0085'NO. 17, 56.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29.0 FEET
 BL0085'EAST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 1.0 FOOT WEST OF A
 BL0085'FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 BL0085'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0049 ***********************************************************************
 BL0049  DESIGNATION -  V 507
 BL0049  PID         -  BL0049
 BL0049  STATE/COUNTY-  TX/TYLER
 BL0049  USGS QUAD   -  TOWN BLUFF (1984)
 BL0049
 BL0049                         *CURRENT SURVEY CONTROL
 BL0049  ___________________________________________________________________
 BL0049* NAD 83(1986)-  30 47 20.     (N)    094 11 29.     (W)     SCALED    
 BL0049* NAVD 88     -        64.24   (+/-2cm)     210.8    (feet)  VERTCON   
 BL0049  ___________________________________________________________________
 BL0049  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BL0049
 BL0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0049
 BL0049.The horizontal coordinates were scaled from a topographic map and have
 BL0049.an estimated accuracy of +/- 6 seconds.
 BL0049
 BL0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0049.The vertical order pertains to the NGVD 29 superseded value.
 BL0049
 BL0049.The geoid height was determined by GEOID03.
 BL0049
 BL0049;                    North         East    Units  Estimated Accuracy
 BL0049;SPC TX C     - 3,140,630.    1,287,510.      MT  (+/- 180 meters Scaled)
 BL0049
 BL0049                          SUPERSEDED SURVEY CONTROL
 BL0049
 BL0049  NGVD 29 (??/??/92)   64.24   (m)          210.8    (f) COMPUTED    2 0
 BL0049
 BL0049.Superseded values are not recommended for survey control.
 BL0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0049.See file dsdata.txt to determine how the superseded data were derived.
 BL0049
 BL0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ860068(NAD 83)
 BL0049_MARKER: DB = BENCH MARK DISK
 BL0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0049_STAMPING: V 507 1949
 BL0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0049+STABILITY: SURFACE MOTION
 BL0049
 BL0049  HISTORY     - Date     Condition        Report By
 BL0049  HISTORY     - 1949     MONUMENTED       CGS
 BL0049  HISTORY     - 1955     MARK NOT FOUND   USGS
 BL0049
 BL0049                          STATION DESCRIPTION
 BL0049
 BL0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0049'0.6 MI W FROM TOWN BLUFF.
 BL0049'0.6 MILE WEST ALONG OLD STATE HIGHWAY 45 FROM ITS JUNCTION WITH FARM
 BL0049'ROAD 92 AT TOWN BLUFF, AT THE TOP OF A SMALL HILL, 27 FEET NORTH OF
 BL0049'THE CENTER LINE OF THE OLD HIGHWAY, 6.3 FEET NORTHWEST OF A 4 INCH
 BL0049'TRIANGULAR BLAZED PINE TREE, 10.7 FEET SOUTHWEST OF THE MIDDLE ONE OF
 BL0049'3 LARGE OAK TREES, 1 FOOT SOUTHEAST OF A WITNESS POST, 0.3 MILE EAST
 BL0049'OF A WOODEN BRIDGE OVER A CREEK, SET IN THE TOP OF A CONCRETE POST
 BL0049'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL0049
 BL0049                          STATION RECOVERY (1955)
 BL0049
 BL0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BL0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0342 ***********************************************************************
 BY0342  DESIGNATION -  V 508
 BY0342  PID         -  BY0342
 BY0342  STATE/COUNTY-  TX/NACOGDOCHES
 BY0342  USGS QUAD   -  ETOILE NORTH (1984)
 BY0342
 BY0342                         *CURRENT SURVEY CONTROL
 BY0342  ___________________________________________________________________
 BY0342* NAD 83(1986)-  31 27 37.     (N)    094 23 21.     (W)     SCALED    
 BY0342* NAVD 88     -        98.22   (+/-2cm)     322.2    (feet)  VERTCON   
 BY0342  ___________________________________________________________________
 BY0342  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY0342
 BY0342  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0342
 BY0342.The horizontal coordinates were scaled from a topographic map and have
 BY0342.an estimated accuracy of +/- 6 seconds.
 BY0342
 BY0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0342.The vertical order pertains to the NGVD 29 superseded value.
 BY0342
 BY0342.The geoid height was determined by GEOID03.
 BY0342
 BY0342;                    North         East    Units  Estimated Accuracy
 BY0342;SPC TX C     - 3,213,920.    1,264,630.      MT  (+/- 180 meters Scaled)
 BY0342
 BY0342                          SUPERSEDED SURVEY CONTROL
 BY0342
 BY0342  NGVD 29 (??/??/92)   98.260  (m)          322.37   (f) ADJ UNCH    2 0
 BY0342
 BY0342.Superseded values are not recommended for survey control.
 BY0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0342.See file dsdata.txt to determine how the superseded data were derived.
 BY0342
 BY0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ680814(NAD 83)
 BY0342_MARKER: DB = BENCH MARK DISK
 BY0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0342_STAMPING: V 508 1949
 BY0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0342+STABILITY: SURFACE MOTION
 BY0342
 BY0342  HISTORY     - Date     Condition        Report By
 BY0342  HISTORY     - 1949     MONUMENTED       CGS
 BY0342  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0342
 BY0342                          STATION DESCRIPTION
 BY0342
 BY0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0342'3.85 MI SW FROM CHIRENO.
 BY0342'3.55 MILES SOUTHWEST ALONG THE CHIRENO-ETOILE ROAD FROM THE METHODIST
 BY0342'CHURCH AT CHIRENO, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, AT
 BY0342'THE FARM HOME OF R.C. ADAMS, 69.0 FEET NORTHEAST OF THE NORTHEAST
 BY0342'CORNER OF THE HOUSE, 44.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BY0342'1.2 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A REFERENCE POST, AND SET
 BY0342'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 BY0342
 BY0342                          STATION RECOVERY (1998)
 BY0342
 BY0342'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0349 ***********************************************************************
 BY0349  DESIGNATION -  V 509
 BY0349  PID         -  BY0349
 BY0349  STATE/COUNTY-  TX/NACOGDOCHES
 BY0349  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0349
 BY0349                         *CURRENT SURVEY CONTROL
 BY0349  ___________________________________________________________________
 BY0349* NAD 83(1986)-  31 25 13.     (N)    094 19 31.     (W)     SCALED    
 BY0349* NAVD 88     -        68.03   (+/-2cm)     223.2    (feet)  VERTCON   
 BY0349  ___________________________________________________________________
 BY0349  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY0349
 BY0349  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0349
 BY0349.The horizontal coordinates were scaled from a topographic map and have
 BY0349.an estimated accuracy of +/- 6 seconds.
 BY0349
 BY0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0349.The vertical order pertains to the NGVD 29 superseded value.
 BY0349
 BY0349.The geoid height was determined by GEOID03.
 BY0349
 BY0349;                    North         East    Units  Estimated Accuracy
 BY0349;SPC TX C     - 3,209,820.    1,270,930.      MT  (+/- 180 meters Scaled)
 BY0349
 BY0349                          SUPERSEDED SURVEY CONTROL
 BY0349
 BY0349  NGVD 29 (??/??/92)   68.064  (m)          223.31   (f) ADJ UNCH    2 0
 BY0349
 BY0349.Superseded values are not recommended for survey control.
 BY0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0349.See file dsdata.txt to determine how the superseded data were derived.
 BY0349
 BY0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ740769(NAD 83)
 BY0349_MARKER: DB = BENCH MARK DISK
 BY0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0349_STAMPING: V 509 1949
 BY0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0349+STABILITY: SURFACE MOTION
 BY0349
 BY0349  HISTORY     - Date     Condition        Report By
 BY0349  HISTORY     - 1949     MONUMENTED       CGS
 BY0349  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0349
 BY0349                          STATION DESCRIPTION
 BY0349
 BY0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0349'6.3 MI S FROM CHIRENO.
 BY0349'4.75 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE METHODIST CHURCH AT
 BY0349'CHIRENO, THENCE 1.55 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 42 FEET
 BY0349'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 7 FEET WEST OF A 6 INCH
 BY0349'TRIANGULAR BLAZED GUM TREE, 1.5 FEET SOUTHEAST OF A WITNESS POST, 0.1
 BY0349'MILE SOUTHEAST OF A WOODEN BRIDGE, ON TOP OF A HILL, 32 FEET SOUTHEAST
 BY0349'OF THE EXTENDED CENTER LINE OF A PRIVATE WOODS ROAD LEADING NORTHEAST.
 BY0349
 BY0349                          STATION RECOVERY (1998)
 BY0349
 BY0349'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0146 ***********************************************************************
 AM0146  DESIGNATION -  V 51
 AM0146  PID         -  AM0146
 AM0146  STATE/COUNTY-  TX/MATAGORDA
 AM0146  USGS QUAD   -  MATAGORDA (1972)
 AM0146
 AM0146                         *CURRENT SURVEY CONTROL
 AM0146  ___________________________________________________________________
 AM0146* NAD 83(1986)-  28 41 26.     (N)    095 58 05.     (W)     SCALED    
 AM0146* NAVD 88     -         3.87   (+/-2cm)      12.7    (feet)  VERTCON   
 AM0146  ___________________________________________________________________
 AM0146  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AM0146
 AM0146  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0146
 AM0146.The horizontal coordinates were scaled from a topographic map and have
 AM0146.an estimated accuracy of +/- 6 seconds.
 AM0146
 AM0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0146.The vertical order pertains to the NGVD 29 superseded value.
 AM0146
 AM0146.The geoid height was determined by GEOID03.
 AM0146
 AM0146;                    North         East    Units  Estimated Accuracy
 AM0146;SPC TXSC     - 4,098,850.      896,250.      MT  (+/- 180 meters Scaled)
 AM0146
 AM0146                          SUPERSEDED SURVEY CONTROL
 AM0146
 AM0146  NGVD 29 (??/??/92)    3.929  (m)           12.89   (f) ADJ UNCH    1 1
 AM0146
 AM0146.Superseded values are not recommended for survey control.
 AM0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0146.See file dsdata.txt to determine how the superseded data were derived.
 AM0146
 AM0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM099773(NAD 83)
 AM0146_MARKER: DB = BENCH MARK DISK
 AM0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0146_SP_SET: BUILDING
 AM0146_STAMPING: V 51 1918 ELEV 12.969 FT
 AM0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0146
 AM0146  HISTORY     - Date     Condition        Report By
 AM0146  HISTORY     - 1918     MONUMENTED       CGS
 AM0146  HISTORY     - 1951     GOOD             NGS
 AM0146  HISTORY     - 1977     GOOD             NGS
 AM0146  HISTORY     - 1978     GOOD             NGS
 AM0146  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0146
 AM0146                          STATION DESCRIPTION
 AM0146
 AM0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0146'IN MATAGORDA.
 AM0146'AT MATAGORDA, 3 BLOCKS SOUTHEAST OF THE HIGH SCHOOL, AT THE SOUTHEAST
 AM0146'CORNER OF A BRICK BUILDING WHICH BELONGS TO H.D. SERRILL, SET
 AM0146'VERTICALLY IN THE SOUTHEAST WALL OF THE BUILDING, 1.5 FEET SOUTHWEST
 AM0146'OF THE NORTHEAST END OF THE SOUTHEAST WALL, 4 FEET ABOVE THE GROUND.
 AM0146
 AM0146                          STATION RECOVERY (1977)
 AM0146
 AM0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0146'RECOVERED IN GOOD CONDITION.
 AM0146
 AM0146                          STATION RECOVERY (1978)
 AM0146
 AM0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0146'IN MATAGORDA, SET VERTICALLY IN THE SOUTHEAST FACE OF A VACANT BRICK
 AM0146'BUILDING, 44 FT. NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 60,
 AM0146'153 FT. SOUTHWEST OF THE INTERSECTING CENTER LINES OF STATE HIGHWAY 60
 AM0146'AND MARKET STREET, WEST OF AND ACROSS STATE HIGHWAY 60 FROM THE POST
 AM0146'OFFICE.
 AM0146
 AM0146                          STATION RECOVERY (2006)
 AM0146
 AM0146'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0146'BUILDING IS GONE AND LAND HAS BEEN CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0799 ***********************************************************************
 AY0799  DESIGNATION -  V 510
 AY0799  PID         -  AY0799
 AY0799  STATE/COUNTY-  TX/BEXAR
 AY0799  USGS QUAD   -  TERRELL WELLS (1992)
 AY0799
 AY0799                         *CURRENT SURVEY CONTROL
 AY0799  ___________________________________________________________________
 AY0799* NAD 83(1986)-  29 17 08.     (N)    098 30 02.     (W)     SCALED    
 AY0799* NAVD 88     -       166.631  (meters)     546.69   (feet)  ADJUSTED  
 AY0799  ___________________________________________________________________
 AY0799  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AY0799  DYNAMIC HT  -         166.390 (meters)     545.90  (feet)  COMP
 AY0799  MODELED GRAV-     979,192.3   (mgal)                       NAVD 88
 AY0799
 AY0799  VERT ORDER  -  FIRST     CLASS II
 AY0799
 AY0799.The horizontal coordinates were scaled from a topographic map and have
 AY0799.an estimated accuracy of +/- 6 seconds.
 AY0799
 AY0799.The orthometric height was determined by differential leveling
 AY0799.and adjusted by the National Geodetic Survey in June 1991..
 AY0799
 AY0799.The geoid height was determined by GEOID03.
 AY0799
 AY0799.The dynamic height is computed by dividing the NAVD 88
 AY0799.geopotential number by the normal gravity value computed on the
 AY0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0799.degrees latitude (g = 980.6199 gals.).
 AY0799
 AY0799.The modeled gravity was interpolated from observed gravity values.
 AY0799
 AY0799;                    North         East    Units  Estimated Accuracy
 AY0799;SPC TXSC     - 4,161,050.      648,520.      MT  (+/- 180 meters Scaled)
 AY0799
 AY0799                          SUPERSEDED SURVEY CONTROL
 AY0799
 AY0799  NGVD 29 (??/??/92)  166.537  (m)          546.38   (f) ADJ UNCH    1 2
 AY0799
 AY0799.Superseded values are not recommended for survey control.
 AY0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0799.See file dsdata.txt to determine how the superseded data were derived.
 AY0799
 AY0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT485397(NAD 83)
 AY0799_MARKER: DB = BENCH MARK DISK
 AY0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0799_STAMPING: V 510 1953
 AY0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0799+STABILITY: SURFACE MOTION
 AY0799
 AY0799  HISTORY     - Date     Condition        Report By
 AY0799  HISTORY     - 1953     MONUMENTED       CGS
 AY0799  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 AY0799
 AY0799                          STATION DESCRIPTION
 AY0799
 AY0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0799'2.5 MI S FROM SAN ANTONIO.
 AY0799'2.5 MILES SOUTH ALONG PLEASANTON ROAD FROM ITS INTERSECTION WITH
 AY0799'CHAVANAUX ROAD AT SAN ANTONIO, AT THE LAKEFIELD AIRPORT, 55 FEET EAST
 AY0799'OF THE CENTER LINE OF PLEASANTON ROAD, 2 FEET WEST OF THE NORTHWEST
 AY0799'CORNER OF THE NORTH HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0799'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0799
 AY0799                          STATION RECOVERY (1995)
 AY0799
 AY0799'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0187 ***********************************************************************
 GL0187  DESIGNATION -  V 511
 GL0187  PID         -  GL0187
 GL0187  STATE/COUNTY-  TX/SHERMAN
 GL0187  USGS QUAD   -  CONLEN (1965)
 GL0187
 GL0187                         *CURRENT SURVEY CONTROL
 GL0187  ___________________________________________________________________
 GL0187* NAD 83(1986)-  36 12 42.     (N)    102 08 01.     (W)     SCALED    
 GL0187* NAVD 88     -      1139.493  (meters)    3738.49   (feet)  ADJUSTED  
 GL0187  ___________________________________________________________________
 GL0187  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 GL0187  DYNAMIC HT  -        1138.216 (meters)    3734.30  (feet)  COMP
 GL0187  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 GL0187
 GL0187  VERT ORDER  -  SECOND    CLASS 0
 GL0187
 GL0187.The horizontal coordinates were scaled from a topographic map and have
 GL0187.an estimated accuracy of +/- 6 seconds.
 GL0187
 GL0187.The orthometric height was determined by differential leveling
 GL0187.and adjusted by the National Geodetic Survey in June 1991..
 GL0187
 GL0187.The geoid height was determined by GEOID03.
 GL0187
 GL0187.The dynamic height is computed by dividing the NAVD 88
 GL0187.geopotential number by the normal gravity value computed on the
 GL0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0187.degrees latitude (g = 980.6199 gals.).
 GL0187
 GL0187.The modeled gravity was interpolated from observed gravity values.
 GL0187
 GL0187;                    North         East    Units  Estimated Accuracy
 GL0187;SPC TX N     - 1,245,550.      143,020.      MT  (+/- 180 meters Scaled)
 GL0187
 GL0187                          SUPERSEDED SURVEY CONTROL
 GL0187
 GL0187.No superseded survey control is available for this station.
 GL0187
 GL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA576112(NAD 83)
 GL0187_MARKER: DB = BENCH MARK DISK
 GL0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0187_STAMPING: V 511 1935
 GL0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0187+STABILITY: SURFACE MOTION
 GL0187
 GL0187  HISTORY     - Date     Condition        Report By
 GL0187  HISTORY     - 1935     MONUMENTED       CGS
 GL0187  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0187
 GL0187                          STATION DESCRIPTION
 GL0187
 GL0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0187'7.1 MI SE FROM CONLEN.
 GL0187'7.1 MILES SOUTHEAST OF POST OFFICE BY ROADS.  TO REACH FROM CONLEN
 GL0187'POST OFFICE GO 0.3 MILE SOUTH, THENCE 5.8 MILES EAST, THENCE 1.0 MILES
 GL0187'SOUTH, ALONG ROADS.  ALONG SECTION LINE FENCE ABOUT ONE MILE WEST OF
 GL0187'SCHOOL BUILDING AND RANCH HOUSE, NEAR AUTO GATE.  57.3 FEET EAST OF
 GL0187'CENTERLINE OF ROAD, AND 2.7 FEET WEST OF FENCE.
 GL0187
 GL0187                          STATION RECOVERY (1952)
 GL0187
 GL0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0056 ***********************************************************************
 GL0056  DESIGNATION -  V 512
 GL0056  PID         -  GL0056
 GL0056  STATE/COUNTY-  TX/HARTLEY
 GL0056  USGS QUAD   -  DALHART EAST (1973)
 GL0056
 GL0056                         *CURRENT SURVEY CONTROL
 GL0056  ___________________________________________________________________
 GL0056* NAD 83(1986)-  36 02 29.     (N)    102 26 01.     (W)     SCALED    
 GL0056* NAVD 88     -      1207.887  (meters)    3962.88   (feet)  ADJUSTED  
 GL0056  ___________________________________________________________________
 GL0056  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 GL0056  DYNAMIC HT  -        1206.484 (meters)    3958.27  (feet)  COMP
 GL0056  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 GL0056
 GL0056  VERT ORDER  -  SECOND    CLASS 0
 GL0056
 GL0056.The horizontal coordinates were scaled from a topographic map and have
 GL0056.an estimated accuracy of +/- 6 seconds.
 GL0056
 GL0056.The orthometric height was determined by differential leveling
 GL0056.and adjusted by the National Geodetic Survey in June 1991..
 GL0056
 GL0056.The geoid height was determined by GEOID03.
 GL0056
 GL0056.The dynamic height is computed by dividing the NAVD 88
 GL0056.geopotential number by the normal gravity value computed on the
 GL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0056.degrees latitude (g = 980.6199 gals.).
 GL0056
 GL0056.The modeled gravity was interpolated from observed gravity values.
 GL0056
 GL0056;                    North         East    Units  Estimated Accuracy
 GL0056;SPC TX N     - 1,226,870.      115,870.      MT  (+/- 180 meters Scaled)
 GL0056
 GL0056                          SUPERSEDED SURVEY CONTROL
 GL0056
 GL0056.No superseded survey control is available for this station.
 GL0056
 GL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV312915(NAD 83)
 GL0056_MARKER: DB = BENCH MARK DISK
 GL0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0056_STAMPING: V 512 1935
 GL0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0056+STABILITY: SURFACE MOTION
 GL0056
 GL0056  HISTORY     - Date     Condition        Report By
 GL0056  HISTORY     - 1935     MONUMENTED       CGS
 GL0056  HISTORY     - 1943     GOOD             NGS
 GL0056  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0056
 GL0056                          STATION DESCRIPTION
 GL0056
 GL0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0056'6.2 MI SE FROM DALHART.
 GL0056'6.2 MILES SOUTHEAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0056'DALHART.  SET BY MILES POST NUMBER 54.15.  345 FEET NORTHWEST OF MILES
 GL0056'POST NUMBER 54.15, 59.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 GL0056'TRACK, 8.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2.0 FEET SOUTH OF THE
 GL0056'REFERENCE POST.  NOTE-- RAILROAD AND MILEPOSTS HAVE BEEN DISMANTLED,
 GL0056'AND THE AREA IS UNDER CULTIVATION.
 GL0056
 GL0056                          STATION RECOVERY (1973)
 GL0056
 GL0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0190 ***********************************************************************
 GK0190  DESIGNATION -  V 515
 GK0190  PID         -  GK0190
 GK0190  STATE/COUNTY-  TX/OCHILTREE
 GK0190  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK0190
 GK0190                         *CURRENT SURVEY CONTROL
 GK0190  ___________________________________________________________________
 GK0190* NAD 83(1986)-  36 07 31.     (N)    100 49 11.     (W)     SCALED    
 GK0190* NAVD 88     -       911.978  (meters)    2992.05   (feet)  ADJUSTED  
 GK0190  ___________________________________________________________________
 GK0190  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GK0190  DYNAMIC HT  -         911.002 (meters)    2988.85  (feet)  COMP
 GK0190  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 GK0190
 GK0190  VERT ORDER  -  SECOND    CLASS 0
 GK0190
 GK0190.The horizontal coordinates were scaled from a topographic map and have
 GK0190.an estimated accuracy of +/- 6 seconds.
 GK0190
 GK0190.The orthometric height was determined by differential leveling
 GK0190.and adjusted by the National Geodetic Survey in June 1991..
 GK0190
 GK0190.The geoid height was determined by GEOID03.
 GK0190
 GK0190.The dynamic height is computed by dividing the NAVD 88
 GK0190.geopotential number by the normal gravity value computed on the
 GK0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0190.degrees latitude (g = 980.6199 gals.).
 GK0190
 GK0190.The modeled gravity was interpolated from observed gravity values.
 GK0190
 GK0190;                    North         East    Units  Estimated Accuracy
 GK0190;SPC TX N     - 1,235,990.      261,240.      MT  (+/- 180 meters Scaled)
 GK0190
 GK0190                          SUPERSEDED SURVEY CONTROL
 GK0190
 GK0190  NGVD 29 (??/??/92)  911.592  (m)         2990.78   (f) ADJ UNCH    2 0
 GK0190
 GK0190.Superseded values are not recommended for survey control.
 GK0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0190.See file dsdata.txt to determine how the superseded data were derived.
 GK0190
 GK0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE362993(NAD 83)
 GK0190_MARKER: DB = BENCH MARK DISK
 GK0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0190_STAMPING: V 515 1935
 GK0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0190+STABILITY: SURFACE MOTION
 GK0190
 GK0190  HISTORY     - Date     Condition        Report By
 GK0190  HISTORY     - 1935     MONUMENTED       CGS
 GK0190  HISTORY     - 1943     GOOD             NGS
 GK0190  HISTORY     - 1943     GOOD             TXHD
 GK0190
 GK0190                          STATION DESCRIPTION
 GK0190
 GK0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0190'0.9 MI S FROM BULER.
 GK0190'0.9 MILE SOUTH OF THE OLD STORE AND POST OFFICE BUILDING AT BULER, 1.7
 GK0190'MILES NORTH OF THE JUNCTION OF A NORTH-SOUTH ROAD AND AN EAST-WEST
 GK0190'ROAD, 0.7 MILE NORTH OF A FARM ROAD LEADING WEST, 32.5 FEET EAST OF
 GK0190'CENTER-LINE OF ROAD, 2.0 FEET EAST OF RIGHT-OF-WAY FENCE LINE, A BENCH
 GK0190'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 GK0190'GROUND.
 GK0190
 GK0190                          STATION RECOVERY (1943)
 GK0190
 GK0190'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1943
 GK0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0235 ***********************************************************************
 GL0235  DESIGNATION -  V 516
 GL0235  PID         -  GL0235
 GL0235  STATE/COUNTY-  TX/MOORE
 GL0235  USGS QUAD   -  CACTUS WEST (1965)
 GL0235
 GL0235                         *CURRENT SURVEY CONTROL
 GL0235  ___________________________________________________________________
 GL0235* NAD 83(1986)-  36 02 32.     (N)    102 00 17.     (W)     SCALED    
 GL0235* NAVD 88     -      1102.361  (meters)    3616.66   (feet)  ADJUSTED  
 GL0235  ___________________________________________________________________
 GL0235  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 GL0235  DYNAMIC HT  -        1101.104 (meters)    3612.54  (feet)  COMP
 GL0235  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 GL0235
 GL0235  VERT ORDER  -  SECOND    CLASS 0
 GL0235
 GL0235.The horizontal coordinates were scaled from a topographic map and have
 GL0235.an estimated accuracy of +/- 6 seconds.
 GL0235
 GL0235.The orthometric height was determined by differential leveling
 GL0235.and adjusted by the National Geodetic Survey in June 1991..
 GL0235
 GL0235.The geoid height was determined by GEOID03.
 GL0235
 GL0235.The dynamic height is computed by dividing the NAVD 88
 GL0235.geopotential number by the normal gravity value computed on the
 GL0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0235.degrees latitude (g = 980.6199 gals.).
 GL0235
 GL0235.The modeled gravity was interpolated from observed gravity values.
 GL0235
 GL0235;                    North         East    Units  Estimated Accuracy
 GL0235;SPC TX N     - 1,226,680.      154,520.      MT  (+/- 180 meters Scaled)
 GL0235
 GL0235                          SUPERSEDED SURVEY CONTROL
 GL0235
 GL0235  NGVD 29 (??/??/92) 1101.83   (m)         3614.9    (f) COMPUTED    2 0
 GL0235
 GL0235.Superseded values are not recommended for survey control.
 GL0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0235.See file dsdata.txt to determine how the superseded data were derived.
 GL0235
 GL0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV698927(NAD 83)
 GL0235_MARKER: DB = BENCH MARK DISK
 GL0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0235_STAMPING: V 516 1935
 GL0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0235+STABILITY: SURFACE MOTION
 GL0235
 GL0235  HISTORY     - Date     Condition        Report By
 GL0235  HISTORY     - 1935     MONUMENTED       CGS
 GL0235  HISTORY     - 1943     GOOD             NGS
 GL0235
 GL0235                          STATION DESCRIPTION
 GL0235
 GL0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0235'0.9 MI N FROM ETTER.
 GL0235'THIS MARK IS ABOUT 0.9 MILES NORTH ALONG THE SANTA FE RAILROAD FROM
 GL0235'THE STATION AT ETTER, MOORE COUNTY, 0.1 MILE SOUTH OF MILEPOST 65, SET
 GL0235'AT A RIGHT ANGLE IN THE EAST RIGHT-OF-WAY FENCE, 3.0 FEET WEST OF A
 GL0235'FENCE RUNNING NORTH-SOUTH, 2.0 FEET NORTH OF A FENCE RUNNING
 GL0235'EAST-WEST, 68.0 FEET EAST OF THE EAST RAIL, PROJECTING ABOUT 5-INCHES
 GL0235'ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0516 ***********************************************************************
 GK0516  DESIGNATION -  V 517
 GK0516  PID         -  GK0516
 GK0516  STATE/COUNTY-  TX/SHERMAN
 GK0516  USGS QUAD   -  STEVENS SE (1974)
 GK0516
 GK0516                         *CURRENT SURVEY CONTROL
 GK0516  ___________________________________________________________________
 GK0516* NAD 83(1986)-  36 16 11.     (N)    101 45 03.     (W)     SCALED    
 GK0516* NAVD 88     -      1053.217  (meters)    3455.43   (feet)  ADJUSTED  
 GK0516  ___________________________________________________________________
 GK0516  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 GK0516  DYNAMIC HT  -        1052.057 (meters)    3451.62  (feet)  COMP
 GK0516  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 GK0516
 GK0516  VERT ORDER  -  SECOND    CLASS 0
 GK0516
 GK0516.The horizontal coordinates were scaled from a topographic map and have
 GK0516.an estimated accuracy of +/- 6 seconds.
 GK0516
 GK0516.The orthometric height was determined by differential leveling
 GK0516.and adjusted by the National Geodetic Survey in June 1991..
 GK0516
 GK0516.The geoid height was determined by GEOID03.
 GK0516
 GK0516.The dynamic height is computed by dividing the NAVD 88
 GK0516.geopotential number by the normal gravity value computed on the
 GK0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0516.degrees latitude (g = 980.6199 gals.).
 GK0516
 GK0516.The modeled gravity was interpolated from observed gravity values.
 GK0516
 GK0516;                    North         East    Units  Estimated Accuracy
 GK0516;SPC TX N     - 1,251,840.      177,460.      MT  (+/- 180 meters Scaled)
 GK0516
 GK0516                          SUPERSEDED SURVEY CONTROL
 GK0516
 GK0516  NGVD 29 (??/??/92) 1052.751  (m)         3453.90   (f) ADJ UNCH    2 0
 GK0516
 GK0516.Superseded values are not recommended for survey control.
 GK0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0516.See file dsdata.txt to determine how the superseded data were derived.
 GK0516
 GK0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF528173(NAD 83)
 GK0516_MARKER: DB = BENCH MARK DISK
 GK0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0516_STAMPING: V 517 1935
 GK0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0516+STABILITY: SURFACE MOTION
 GK0516
 GK0516  HISTORY     - Date     Condition        Report By
 GK0516  HISTORY     - 1935     MONUMENTED       CGS
 GK0516  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0516
 GK0516                          STATION DESCRIPTION
 GK0516
 GK0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0516'22.4 MI SE FROM STRATFORD.
 GK0516'THIS MARK IS ABOUT 18.4 MILES SOUTHEAST AND ABOUT 4.0 MILES SOUTH FROM
 GK0516'THE CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION AT STRATFORD,
 GK0516'SHERMAN COUNTY, 97.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GK0516'CATTLE GUARD, 4.0 FEET SOUTH OF A FENCE RUNNING EAST, 2.0 FEET WEST OF
 GK0516'THE EAST RIGHT-OF-WAY FENCE, 70.0 FEET EAST OF THE CENTER LINE OF THE
 GK0516'ROAD, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST
 GK0516'OF A WHITE REFERENCE POST.
 GK0516
 GK0516                          STATION RECOVERY (1973)
 GK0516
 GK0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0409 ***********************************************************************
 GK0409  DESIGNATION -  V 519
 GK0409  PID         -  GK0409
 GK0409  STATE/COUNTY-  TX/HANSFORD
 GK0409  USGS QUAD   -  HANSFORD (1962)
 GK0409
 GK0409                         *CURRENT SURVEY CONTROL
 GK0409  ___________________________________________________________________
 GK0409* NAD 83(1986)-  36 07 43.     (N)    101 19 56.     (W)     SCALED    
 GK0409* NAVD 88     -       971.917  (meters)    3188.70   (feet)  ADJUSTED  
 GK0409  ___________________________________________________________________
 GK0409  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GK0409  DYNAMIC HT  -         970.855 (meters)    3185.21  (feet)  COMP
 GK0409  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 GK0409
 GK0409  VERT ORDER  -  SECOND    CLASS 0
 GK0409
 GK0409.The horizontal coordinates were scaled from a topographic map and have
 GK0409.an estimated accuracy of +/- 6 seconds.
 GK0409
 GK0409.The orthometric height was determined by differential leveling
 GK0409.and adjusted by the National Geodetic Survey in June 1991..
 GK0409
 GK0409.The geoid height was determined by GEOID03.
 GK0409
 GK0409.The dynamic height is computed by dividing the NAVD 88
 GK0409.geopotential number by the normal gravity value computed on the
 GK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0409.degrees latitude (g = 980.6199 gals.).
 GK0409
 GK0409.The modeled gravity was interpolated from observed gravity values.
 GK0409
 GK0409;                    North         East    Units  Estimated Accuracy
 GK0409;SPC TX N     - 1,236,160.      215,100.      MT  (+/- 180 meters Scaled)
 GK0409
 GK0409                          SUPERSEDED SURVEY CONTROL
 GK0409
 GK0409  NGVD 29 (??/??/92)  971.465  (m)         3187.21   (f) ADJ UNCH    2 0
 GK0409
 GK0409.Superseded values are not recommended for survey control.
 GK0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0409.See file dsdata.txt to determine how the superseded data were derived.
 GK0409
 GK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF901007(NAD 83)
 GK0409_MARKER: DB = BENCH MARK DISK
 GK0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0409_STAMPING: V 519 1935
 GK0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0409+STABILITY: SURFACE MOTION
 GK0409
 GK0409  HISTORY     - Date     Condition        Report By
 GK0409  HISTORY     - 1935     MONUMENTED       CGS
 GK0409
 GK0409                          STATION DESCRIPTION
 GK0409
 GK0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0409'0.6 MI NE FROM MCKIBBEN.
 GK0409'0.6 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0409'STATION AT MCKIBBEN, 184 FEET SOUTH OF MILEPOST 93, 145 FEET SOUTHEAST
 GK0409'OF THE EAST SWITCH STAND, 95.2 FEET SOUTH OF THE SOUTH RAIL, 24 FEET
 GK0409'EAST OF BENCH MARK 93 (P. AND S.F.RY.), DESCRIBED BELOW, AND 2.8 FEET
 GK0409'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 519 1935
 GK0409'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1274 ***********************************************************************
 AY1274  DESIGNATION -  V 520
 AY1274  PID         -  AY1274
 AY1274  STATE/COUNTY-  TX/MEDINA
 AY1274  USGS QUAD   -  MUSTANG VALLEY (1969)
 AY1274
 AY1274                         *CURRENT SURVEY CONTROL
 AY1274  ___________________________________________________________________
 AY1274* NAD 83(1986)-  29 24 52.     (N)    099 10 28.     (W)     SCALED    
 AY1274* NAVD 88     -       297.219  (meters)     975.13   (feet)  POSTED    
 AY1274  ___________________________________________________________________
 AY1274  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AY1274  DYNAMIC HT  -         296.780 (meters)     973.69  (feet)  COMP
 AY1274  MODELED GRAV-     979,173.0   (mgal)                       NAVD 88
 AY1274
 AY1274  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1274
 AY1274.The horizontal coordinates were scaled from a topographic map and have
 AY1274.an estimated accuracy of +/- 6 seconds.
 AY1274
 AY1274.The orthometric height was determined by differential leveling
 AY1274.and adjusted by the National Geodetic Survey in 1992..
 AY1274.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1274.rate of 0.0 thru 1.0 mm/km.
 AY1274
 AY1274.The geoid height was determined by GEOID03.
 AY1274
 AY1274.The dynamic height is computed by dividing the NAVD 88
 AY1274.geopotential number by the normal gravity value computed on the
 AY1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1274.degrees latitude (g = 980.6199 gals.).
 AY1274
 AY1274.The modeled gravity was interpolated from observed gravity values.
 AY1274
 AY1274;                    North         East    Units  Estimated Accuracy
 AY1274;SPC TXSC     - 4,175,240.      583,070.      MT  (+/- 180 meters Scaled)
 AY1274
 AY1274                          SUPERSEDED SURVEY CONTROL
 AY1274
 AY1274  NGVD 29 (??/??/92)  297.080  (m)          974.67   (f) ADJ UNCH    2 0
 AY1274
 AY1274.Superseded values are not recommended for survey control.
 AY1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1274.See file dsdata.txt to determine how the superseded data were derived.
 AY1274
 AY1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT830539(NAD 83)
 AY1274_MARKER: DB = BENCH MARK DISK
 AY1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1274_STAMPING: V-520 1953
 AY1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1274+STABILITY: SURFACE MOTION
 AY1274
 AY1274  HISTORY     - Date     Condition        Report By
 AY1274  HISTORY     - 1953     MONUMENTED       CGS
 AY1274  HISTORY     - 1968     POOR             USGS
 AY1274  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1274  HISTORY     - 19950518 MARK NOT FOUND   USPSQD
 AY1274
 AY1274                          STATION DESCRIPTION
 AY1274
 AY1274'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AY1274'6.2 MI NW FROM HONDO.
 AY1274'6.2 MILES NORTHWEST ALONG FARM ROAD 462 FROM THE COURTHOUSE AT HONDO,
 AY1274'SOUTHWEST OF AND ACROSS THE FARM ROAD FROM A FARMHOUSE, 95 FEET
 AY1274'SOUTHWEST OF THE CENTER LINE OF FARM ROAD 462, 14 FEET NORTHEAST OF A
 AY1274'LARGE OAK TREE, IN THE HIGHWAY RIGHT OF WAY.  A STANDARD DISK SET IN
 AY1274'THE TOP OF A CONCRETE POST.  NOTE-- THIS POST HAS BEEN BADLY MUTILATED
 AY1274'BY ROAD EQUIMPMENT AND IS LEANING ABOUT 30 DEG TO THE NORTH.
 AY1274
 AY1274                          STATION RECOVERY (1995)
 AY1274
 AY1274'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1274'MARK NOT FOUND.
 AY1274
 AY1274                          STATION RECOVERY (1995)
 AY1274
 AY1274'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0955 ***********************************************************************
 AY0955  DESIGNATION -  V 525
 AY0955  PID         -  AY0955
 AY0955  STATE/COUNTY-  TX/BEXAR
 AY0955  USGS QUAD   -  HELOTES (1992)
 AY0955
 AY0955                         *CURRENT SURVEY CONTROL
 AY0955  ___________________________________________________________________
 AY0955* NAD 83(1986)-  29 31 55.     (N)    098 40 03.     (W)     SCALED    
 AY0955* NAVD 88     -       300.259  (meters)     985.10   (feet)  POSTED    
 AY0955  ___________________________________________________________________
 AY0955  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AY0955  DYNAMIC HT  -         299.820 (meters)     983.66  (feet)  COMP
 AY0955  MODELED GRAV-     979,170.6   (mgal)                       NAVD 88
 AY0955
 AY0955  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0955
 AY0955.The horizontal coordinates were scaled from a topographic map and have
 AY0955.an estimated accuracy of +/- 6 seconds.
 AY0955
 AY0955.The orthometric height was determined by differential leveling
 AY0955.and adjusted by the National Geodetic Survey in 1992..
 AY0955.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0955.rate of 0.0 thru 1.0 mm/km.
 AY0955
 AY0955.The geoid height was determined by GEOID03.
 AY0955
 AY0955.The dynamic height is computed by dividing the NAVD 88
 AY0955.geopotential number by the normal gravity value computed on the
 AY0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0955.degrees latitude (g = 980.6199 gals.).
 AY0955
 AY0955.The modeled gravity was interpolated from observed gravity values.
 AY0955
 AY0955;                    North         East    Units  Estimated Accuracy
 AY0955;SPC TXSC     - 4,188,300.      632,230.      MT  (+/- 180 meters Scaled)
 AY0955
 AY0955                          SUPERSEDED SURVEY CONTROL
 AY0955
 AY0955  NGVD 29 (??/??/92)  300.137  (m)          984.70   (f) ADJ UNCH    1 2
 AY0955
 AY0955.Superseded values are not recommended for survey control.
 AY0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0955.See file dsdata.txt to determine how the superseded data were derived.
 AY0955
 AY0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT322669(NAD 83)
 AY0955_MARKER: DB = BENCH MARK DISK
 AY0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0955_STAMPING: V 525 1953
 AY0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0955+STABILITY: SURFACE MOTION
 AY0955
 AY0955  HISTORY     - Date     Condition        Report By
 AY0955  HISTORY     - 1953     MONUMENTED       CGS
 AY0955  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0955  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY0955
 AY0955                          STATION DESCRIPTION
 AY0955
 AY0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0955'4.35 MI NW FROM SAN ANTONIO.
 AY0955'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE LEON VALLEY SCHOOL
 AY0955'AT SAN ANTONIO, THENCE 1.35 MILES WEST ALONG BRAUN ROAD, 0.1 MILE EAST
 AY0955'OF A JUNCTION WITH TEZEL ROAD, AT THE ENTRANCE TO A RANCH, 21 FEET
 AY0955'NORTH OF THE CENTER LINE OF BRAUN ROAD, 32 FEET WEST OF THE CENTER
 AY0955'LINE OF A PRIVATE DRIVEWAY, 1.6 FEET SOUTH OF A FENCE, 2 FEET EAST OF
 AY0955'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0955'FOOT ABOVE THE GROUND.
 AY0955
 AY0955                          STATION RECOVERY (1966)
 AY0955
 AY0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0955'MARK NOT FOUND.
 AY0955
 AY0955                          STATION RECOVERY (1995)
 AY0955
 AY0955'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0745 ***********************************************************************
 FL0745  DESIGNATION -  V 527
 FL0745  PID         -  FL0745
 FL0745  STATE/COUNTY-  TX/HUTCHINSON
 FL0745  USGS QUAD   -  STINNETT STATION (1978)
 FL0745
 FL0745                         *CURRENT SURVEY CONTROL
 FL0745  ___________________________________________________________________
 FL0745* NAD 83(1986)-  35 58 45.     (N)    101 17 02.     (W)     SCALED    
 FL0745* NAVD 88     -       986.197  (meters)    3235.55   (feet)  ADJUSTED  
 FL0745  ___________________________________________________________________
 FL0745  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FL0745  DYNAMIC HT  -         985.100 (meters)    3231.95  (feet)  COMP
 FL0745  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 FL0745
 FL0745  VERT ORDER  -  SECOND    CLASS 0
 FL0745
 FL0745.The horizontal coordinates were scaled from a topographic map and have
 FL0745.an estimated accuracy of +/- 6 seconds.
 FL0745
 FL0745.The orthometric height was determined by differential leveling
 FL0745.and adjusted by the National Geodetic Survey in June 1991..
 FL0745
 FL0745.The geoid height was determined by GEOID03.
 FL0745
 FL0745.The dynamic height is computed by dividing the NAVD 88
 FL0745.geopotential number by the normal gravity value computed on the
 FL0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0745.degrees latitude (g = 980.6199 gals.).
 FL0745
 FL0745.The modeled gravity was interpolated from observed gravity values.
 FL0745
 FL0745;                    North         East    Units  Estimated Accuracy
 FL0745;SPC TX N     - 1,219,590.      219,490.      MT  (+/- 180 meters Scaled)
 FL0745
 FL0745                          SUPERSEDED SURVEY CONTROL
 FL0745
 FL0745  NGVD 29 (??/??/92)  985.740  (m)         3234.05   (f) ADJ UNCH    2 0
 FL0745
 FL0745.Superseded values are not recommended for survey control.
 FL0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0745.See file dsdata.txt to determine how the superseded data were derived.
 FL0745
 FL0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE940840(NAD 83)
 FL0745_MARKER: DB = BENCH MARK DISK
 FL0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0745_STAMPING: V 527 1935
 FL0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0745+STABILITY: SURFACE MOTION
 FL0745
 FL0745  HISTORY     - Date     Condition        Report By
 FL0745  HISTORY     - 1935     MONUMENTED       CGS
 FL0745  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0745
 FL0745                          STATION DESCRIPTION
 FL0745
 FL0745'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0745'2.5 MI E FROM PRINGLE.
 FL0745'2.5 MILES EAST ALONG A GRADED ROAD FROM THE CROSSING OF THE CHICAGO,
 FL0745'ROCK ISLAND AND PACIFIC RAILROAD AT PRINGLE, THENCE 1.0 MILE NORTH AND
 FL0745'7.7 MILES EAST ALONG GRADED ROADS.  2.0 MILES WEST OF A ROAD JUNCTION,
 FL0745'72.4 FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 62.7 FEET
 FL0745'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 30.8 FEET NORTH OF
 FL0745'THE CENTERLINE OF THE EAST-AND WEST ROAD, AND 2.4 FEET SOUTH OF THE
 FL0745'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 527 1935 AND SET IN
 FL0745'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0297 ***********************************************************************
 FM0297  DESIGNATION -  V 528
 FM0297  PID         -  FM0297
 FM0297  STATE/COUNTY-  TX/POTTER
 FM0297  USGS QUAD   -  ROTTEN HILL (1966)
 FM0297
 FM0297                         *CURRENT SURVEY CONTROL
 FM0297  ___________________________________________________________________
 FM0297* NAD 83(1986)-  35 18 19.     (N)    102 11 33.     (W)     SCALED    
 FM0297* NAVD 88     -      1074.281  (meters)    3524.54   (feet)  ADJUSTED  
 FM0297  ___________________________________________________________________
 FM0297  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 FM0297  DYNAMIC HT  -        1072.995 (meters)    3520.32  (feet)  COMP
 FM0297  MODELED GRAV-     979,401.1   (mgal)                       NAVD 88
 FM0297
 FM0297  VERT ORDER  -  SECOND    CLASS 0
 FM0297
 FM0297.The horizontal coordinates were scaled from a topographic map and have
 FM0297.an estimated accuracy of +/- 6 seconds.
 FM0297
 FM0297.The orthometric height was determined by differential leveling
 FM0297.and adjusted by the National Geodetic Survey in June 1991..
 FM0297
 FM0297.The geoid height was determined by GEOID03.
 FM0297
 FM0297.The dynamic height is computed by dividing the NAVD 88
 FM0297.geopotential number by the normal gravity value computed on the
 FM0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0297.degrees latitude (g = 980.6199 gals.).
 FM0297
 FM0297.The modeled gravity was interpolated from observed gravity values.
 FM0297
 FM0297;                    North         East    Units  Estimated Accuracy
 FM0297;SPC TX N     - 1,145,020.      137,030.      MT  (+/- 180 meters Scaled)
 FM0297
 FM0297                          SUPERSEDED SURVEY CONTROL
 FM0297
 FM0297  NGVD 29 (??/??/92) 1073.795  (m)         3522.94   (f) ADJ UNCH    2 0
 FM0297
 FM0297.Superseded values are not recommended for survey control.
 FM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0297.See file dsdata.txt to determine how the superseded data were derived.
 FM0297
 FM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV552105(NAD 83)
 FM0297_MARKER: DB = BENCH MARK DISK
 FM0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0297_STAMPING: V-528 1935
 FM0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0297+STABILITY: SURFACE MOTION
 FM0297
 FM0297  HISTORY     - Date     Condition        Report By
 FM0297  HISTORY     - 1935     MONUMENTED       CGS
 FM0297  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0297
 FM0297                          STATION DESCRIPTION
 FM0297
 FM0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0297'21.8 MI NW FROM BUSHLAND.
 FM0297'TO REACH BENCHMARK FROM POST-OFFICE GO 6.3 MILES NORTHWEST ALONG GOOD
 FM0297'GRADED ROAD TO JUNCTION OF AMARILLO-TASCOSA ROAD, THENCE 7.5 MILES
 FM0297'NORTHWEST TO TRAIL LEADING SOUTHWESTERLY THROUGH WIRE GATE, THENCE
 FM0297'SOUTHWESTERLY ALONG WINDING TRAIL 0.3 MILE TO E-W FENCE, THENCE WEST
 FM0297'ALONG FENCE 2.0 MILES, THENCE SOUTH ALONG TRAIL 2.1 MILES TO JUNCTION
 FM0297'OF TRAILS, THENCE SOUTHWEST ALONG TRAIL AROUND EAST END OF CANYON 1.2
 FM0297'MILES TO E-W FENCE, THENCE SOUTH 0.6 MILE ACROSS COUNTRY TO ROCKY
 FM0297'DRAW, THENCE SOUTHWEST 0.7 MILE TO E-W FENCE, THENCE SOUTH 0.8 MILE
 FM0297'ALONG FENCE, THENCE THROUGH FENCE AND ALONG DRAW SOUTHWESTERLY 0.3
 FM0297'MILE.  BENCHMARK IS SET ON WEST BANK OF SMALL CREEK AT THE EAST END OF
 FM0297'LARGE VALLEY.
 FM0297
 FM0297                          STATION RECOVERY (1966)
 FM0297
 FM0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0714 ***********************************************************************
 FL0714  DESIGNATION -  V 529
 FL0714  PID         -  FL0714
 FL0714  STATE/COUNTY-  TX/HUTCHINSON
 FL0714  USGS QUAD   -  ADOBE CREEK SW (1971)
 FL0714
 FL0714                         *CURRENT SURVEY CONTROL
 FL0714  ___________________________________________________________________
 FL0714* NAD 83(1986)-  35 52 23.     (N)    101 09 43.     (W)     SCALED    
 FL0714* NAVD 88     -       811.990  (meters)    2664.00   (feet)  ADJUSTED  
 FL0714  ___________________________________________________________________
 FL0714  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FL0714  DYNAMIC HT  -         811.110 (meters)    2661.12  (feet)  COMP
 FL0714  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 FL0714
 FL0714  VERT ORDER  -  SECOND    CLASS 0
 FL0714
 FL0714.The horizontal coordinates were scaled from a topographic map and have
 FL0714.an estimated accuracy of +/- 6 seconds.
 FL0714
 FL0714.The orthometric height was determined by differential leveling
 FL0714.and adjusted by the National Geodetic Survey in June 1991..
 FL0714
 FL0714.The geoid height was determined by GEOID03.
 FL0714
 FL0714.The dynamic height is computed by dividing the NAVD 88
 FL0714.geopotential number by the normal gravity value computed on the
 FL0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0714.degrees latitude (g = 980.6199 gals.).
 FL0714
 FL0714.The modeled gravity was interpolated from observed gravity values.
 FL0714
 FL0714;                    North         East    Units  Estimated Accuracy
 FL0714;SPC TX N     - 1,207,850.      230,530.      MT  (+/- 180 meters Scaled)
 FL0714
 FL0714                          SUPERSEDED SURVEY CONTROL
 FL0714
 FL0714  NGVD 29 (??/??/92)  811.585  (m)         2662.68   (f) ADJ UNCH    2 0
 FL0714
 FL0714.Superseded values are not recommended for survey control.
 FL0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0714.See file dsdata.txt to determine how the superseded data were derived.
 FL0714
 FL0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE048720(NAD 83)
 FL0714_MARKER: DB = BENCH MARK DISK
 FL0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0714_STAMPING: V 529 1935
 FL0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0714+STABILITY: SURFACE MOTION
 FL0714
 FL0714  HISTORY     - Date     Condition        Report By
 FL0714  HISTORY     - 1935     MONUMENTED       CGS
 FL0714  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0714
 FL0714                          STATION DESCRIPTION
 FL0714
 FL0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0714'9.8 MI NE FROM PLEMONS.
 FL0714'9.8 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM THE POST OFFICE AT
 FL0714'PLEMONS, AT THE DIXON PLACE WHICH HAS A WINDMILL AT THE TOP OF A SMALL
 FL0714'HILL IN THE FRONT YARD, ON TURKEY TRACK RANCH, 110 YARDS SOUTHEAST OF
 FL0714'THE SOUTHEAST CORNER OF A HOUSE, 63 FEET NORTH OF THE CENTERLINE OF
 FL0714'THE ROAD, AND 3.5 FEET WEST OF A CORNER FENCE POST.  A STANDARD DISK,
 FL0714'STAMPED V 529 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0714
 FL0714                          STATION RECOVERY (1971)
 FL0714
 FL0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0528 ***********************************************************************
 FL0528  DESIGNATION -  V 530
 FL0528  PID         -  FL0528
 FL0528  STATE/COUNTY-  TX/ROBERTS
 FL0528  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0528
 FL0528                         *CURRENT SURVEY CONTROL
 FL0528  ___________________________________________________________________
 FL0528* NAD 83(1986)-  35 59 54.     (N)    100 37 04.     (W)     SCALED    
 FL0528* NAVD 88     -       747.620  (meters)    2452.82   (feet)  ADJUSTED  
 FL0528  ___________________________________________________________________
 FL0528  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FL0528  DYNAMIC HT  -         746.829 (meters)    2450.22  (feet)  COMP
 FL0528  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 FL0528
 FL0528  VERT ORDER  -  SECOND    CLASS 0
 FL0528
 FL0528.The horizontal coordinates were scaled from a topographic map and have
 FL0528.an estimated accuracy of +/- 6 seconds.
 FL0528
 FL0528.The orthometric height was determined by differential leveling
 FL0528.and adjusted by the National Geodetic Survey in June 1991..
 FL0528
 FL0528.The geoid height was determined by GEOID03.
 FL0528
 FL0528.The dynamic height is computed by dividing the NAVD 88
 FL0528.geopotential number by the normal gravity value computed on the
 FL0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0528.degrees latitude (g = 980.6199 gals.).
 FL0528
 FL0528.The modeled gravity was interpolated from observed gravity values.
 FL0528
 FL0528;                    North         East    Units  Estimated Accuracy
 FL0528;SPC TX N     - 1,222,050.      279,540.      MT  (+/- 180 meters Scaled)
 FL0528
 FL0528                          SUPERSEDED SURVEY CONTROL
 FL0528
 FL0528  NGVD 29 (??/??/92)  747.275  (m)         2451.68   (f) ADJ UNCH    2 0
 FL0528
 FL0528.Superseded values are not recommended for survey control.
 FL0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0528.See file dsdata.txt to determine how the superseded data were derived.
 FL0528
 FL0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE541849(NAD 83)
 FL0528_MARKER: DB = BENCH MARK DISK
 FL0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0528_STAMPING: V 530 1935
 FL0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0528+STABILITY: SURFACE MOTION
 FL0528
 FL0528  HISTORY     - Date     Condition        Report By
 FL0528  HISTORY     - 1935     MONUMENTED       CGS
 FL0528
 FL0528                          STATION DESCRIPTION
 FL0528
 FL0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0528'18.4 MI NW FROM CANADIAN.
 FL0528'IN ROBERTS COUNTY, 9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE
 FL0528'POST OFFICE AT CANADIAN, HEMPHILL COUNTY, THENCE 9.4 MILES WEST ALONG
 FL0528'A ROAD.  0.8 MILE WEST OF THE ENTRANCE TO THE L.O. CONNELY RANCH,
 FL0528'ABOUT 800 FEET SOUTH OF A LARGE SAND HILL, 48.9 FEET NORTH OF THE
 FL0528'CENTERLINE OF THE ROAD, 43.6 FEET NORTH OF THE NORTH END OF AN
 FL0528'AUTOMOBILE GATE, AND 5.4 FEET WEST OF THE SECTION-LINE FENCE.  A
 FL0528'STANDARD DISK, STAMPED V 530 1935 AND SET IN THE TOP OF A CONCRETE
 FL0528'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0391 ***********************************************************************
 FM0391  DESIGNATION -  V 532
 FM0391  PID         -  FM0391
 FM0391  STATE/COUNTY-  TX/OLDHAM
 FM0391  USGS QUAD   -  ALAMOCITOS CAMP (1966)
 FM0391
 FM0391                         *CURRENT SURVEY CONTROL
 FM0391  ___________________________________________________________________
 FM0391* NAD 83(1986)-  35 23 08.     (N)    102 33 22.     (W)     SCALED    
 FM0391* NAVD 88     -      1166.496  (meters)    3827.08   (feet)  ADJUSTED  
 FM0391  ___________________________________________________________________
 FM0391  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 FM0391  DYNAMIC HT  -        1165.112 (meters)    3822.54  (feet)  COMP
 FM0391  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 FM0391
 FM0391  VERT ORDER  -  SECOND    CLASS 0
 FM0391
 FM0391.The horizontal coordinates were scaled from a topographic map and have
 FM0391.an estimated accuracy of +/- 6 seconds.
 FM0391
 FM0391.The orthometric height was determined by differential leveling
 FM0391.and adjusted by the National Geodetic Survey in June 1991..
 FM0391
 FM0391.The geoid height was determined by GEOID03.
 FM0391
 FM0391.The dynamic height is computed by dividing the NAVD 88
 FM0391.geopotential number by the normal gravity value computed on the
 FM0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0391.degrees latitude (g = 980.6199 gals.).
 FM0391
 FM0391.The modeled gravity was interpolated from observed gravity values.
 FM0391
 FM0391;                    North         East    Units  Estimated Accuracy
 FM0391;SPC TX N     - 1,154,220.      104,050.      MT  (+/- 180 meters Scaled)
 FM0391
 FM0391                          SUPERSEDED SURVEY CONTROL
 FM0391
 FM0391  NGVD 29 (??/??/92) 1165.982  (m)         3825.39   (f) ADJ UNCH    2 0
 FM0391
 FM0391.Superseded values are not recommended for survey control.
 FM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0391.See file dsdata.txt to determine how the superseded data were derived.
 FM0391
 FM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV219185(NAD 83)
 FM0391_MARKER: DB = BENCH MARK DISK
 FM0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0391_STAMPING: V 532 1935
 FM0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0391+STABILITY: SURFACE MOTION
 FM0391
 FM0391  HISTORY     - Date     Condition        Report By
 FM0391  HISTORY     - 1935     MONUMENTED       CGS
 FM0391  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0391
 FM0391                          STATION DESCRIPTION
 FM0391
 FM0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0391'15.4 MI NW FROM VEGA.
 FM0391'TO REACH FROM VEGA POST OFFICE GO WEST 6.3 MILES ALONG U.S. HIGHWAY
 FM0391'NO. 66, THENCE NORTHWEST ALONG TRAIL FOR ABOUT 9.1 MILES.  IN THE EAST
 FM0391'END OF A LONG VALLEY WHICH SLOPES WEST TOWARD A SMALL CREEK.  64 FEET
 FM0391'WEST OF CENTERLINE OF TRAIL.  5.65 MILES SOUTHEAST OF ALMA SITAS
 FM0391'RANCH.
 FM0391
 FM0391                          STATION RECOVERY (1966)
 FM0391
 FM0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0227 ***********************************************************************
 FM0227  DESIGNATION -  V 534
 FM0227  PID         -  FM0227
 FM0227  STATE/COUNTY-  TX/OLDHAM
 FM0227  USGS QUAD   -  TORREY HOUSE (1971)
 FM0227
 FM0227                         *CURRENT SURVEY CONTROL
 FM0227  ___________________________________________________________________
 FM0227* NAD 83(1986)-  35 35 52.     (N)    102 23 31.     (W)     SCALED    
 FM0227* NAVD 88     -      1069.005  (meters)    3507.23   (feet)  POSTED    
 FM0227  ___________________________________________________________________
 FM0227  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 FM0227  DYNAMIC HT  -        1067.760 (meters)    3503.14  (feet)  COMP
 FM0227  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 FM0227
 FM0227  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FM0227
 FM0227.The horizontal coordinates were scaled from a topographic map and have
 FM0227.an estimated accuracy of +/- 6 seconds.
 FM0227
 FM0227.The orthometric height was determined by differential leveling
 FM0227.and adjusted by the National Geodetic Survey in 1992..
 FM0227.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FM0227.rate of 0.0 thru 1.0 mm/km.
 FM0227
 FM0227.The geoid height was determined by GEOID03.
 FM0227
 FM0227.The dynamic height is computed by dividing the NAVD 88
 FM0227.geopotential number by the normal gravity value computed on the
 FM0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0227.degrees latitude (g = 980.6199 gals.).
 FM0227
 FM0227.The modeled gravity was interpolated from observed gravity values.
 FM0227
 FM0227;                    North         East    Units  Estimated Accuracy
 FM0227;SPC TX N     - 1,177,620.      119,180.      MT  (+/- 180 meters Scaled)
 FM0227
 FM0227                          SUPERSEDED SURVEY CONTROL
 FM0227
 FM0227  NGVD 29 (??/??/92) 1068.490  (m)         3505.54   (f) ADJ UNCH    2 0
 FM0227
 FM0227.Superseded values are not recommended for survey control.
 FM0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0227.See file dsdata.txt to determine how the superseded data were derived.
 FM0227
 FM0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV362424(NAD 83)
 FM0227_MARKER: DB = BENCH MARK DISK
 FM0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0227_STAMPING: V 534 1935
 FM0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0227+STABILITY: SURFACE MOTION
 FM0227
 FM0227  HISTORY     - Date     Condition        Report By
 FM0227  HISTORY     - 1935     MONUMENTED       CGS
 FM0227  HISTORY     - 1971     GOOD             USGS
 FM0227
 FM0227                          STATION DESCRIPTION
 FM0227
 FM0227'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0227'35.0 MI NE FROM ADRIAN.
 FM0227'TO REACH FROM THE JCT OF US HIGHWAY 385 AND TEXAS HIGHWAY 354 IN
 FM0227'CHANNING GO SOUTH ON US HIGHWAY 385 FOR 2.0 MILES TO THE JCT WITH A
 FM0227'GRADED DIRT ROAD SOUTH, TURN RIGHT AND FOLLOW ROAD AND RR SOUTH FOR
 FM0227'3.7 MILES THENCE WEST ACROSS RR FOR 1.2 MILES TO THE RH FULTON RANCH
 FM0227'HEADQUARTERS, CONTINUE WESTERLY ON PRIVATE RANCH ROAD FOR 1.3 MILES TO
 FM0227'A CATTLEGUARD.  BENCH MARK IS 477 FEET SOUTH-SOUTHWEST OF ROAD AND ONE
 FM0227'FOOT EAST OF A FENCE, A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FM0227'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1031 ***********************************************************************
 FL1031  DESIGNATION -  V 536
 FL1031  PID         -  FL1031
 FL1031  STATE/COUNTY-  TX/CARSON
 FL1031  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1031
 FL1031                         *CURRENT SURVEY CONTROL
 FL1031  ___________________________________________________________________
 FL1031* NAD 83(1986)-  35 20 27.     (N)    101 22 39.     (W)     SCALED    
 FL1031* NAVD 88     -      1054.187  (meters)    3458.61   (feet)  ADJUSTED  
 FL1031  ___________________________________________________________________
 FL1031  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1031  DYNAMIC HT  -        1052.951 (meters)    3454.56  (feet)  COMP
 FL1031  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 FL1031
 FL1031  VERT ORDER  -  SECOND    CLASS 0
 FL1031
 FL1031.The horizontal coordinates were scaled from a topographic map and have
 FL1031.an estimated accuracy of +/- 6 seconds.
 FL1031
 FL1031.The orthometric height was determined by differential leveling
 FL1031.and adjusted by the National Geodetic Survey in June 1991..
 FL1031
 FL1031.The geoid height was determined by GEOID03.
 FL1031
 FL1031.The dynamic height is computed by dividing the NAVD 88
 FL1031.geopotential number by the normal gravity value computed on the
 FL1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1031.degrees latitude (g = 980.6199 gals.).
 FL1031
 FL1031.The modeled gravity was interpolated from observed gravity values.
 FL1031
 FL1031;                    North         East    Units  Estimated Accuracy
 FL1031;SPC TX N     - 1,148,750.      211,140.      MT  (+/- 180 meters Scaled)
 FL1031
 FL1031                          SUPERSEDED SURVEY CONTROL
 FL1031
 FL1031  NGVD 29 (??/??/92) 1053.687  (m)         3456.97   (f) ADJ UNCH    2 0
 FL1031
 FL1031.Superseded values are not recommended for survey control.
 FL1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1031.See file dsdata.txt to determine how the superseded data were derived.
 FL1031
 FL1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE839134(NAD 83)
 FL1031_MARKER: DB = BENCH MARK DISK
 FL1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1031_STAMPING: V 536 1935
 FL1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1031+STABILITY: SURFACE MOTION
 FL1031
 FL1031  HISTORY     - Date     Condition        Report By
 FL1031  HISTORY     - 1935     MONUMENTED       CGS
 FL1031  HISTORY     - 1965     MARK NOT FOUND   USGS
 FL1031
 FL1031                          STATION DESCRIPTION
 FL1031
 FL1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1031'IN PANHANDLE.
 FL1031'NEAR THE A.T. AND S.F. RAILROAD DEPOT.  15 RAILS WEST OF MLE POST 526,
 FL1031'ABOUT 400 FEET SOUTHWEST OF SOUTHWEST CORNER OF DEPOT, 128 FEET SOUTH
 FL1031'OF SOUTH RAIL OF SOUTH MAIN LINE TRACK, 69 FEET SOUTHEAST OF CONCRETE
 FL1031'RESEVOIR, AT POINT WHERE POWER LINE CROSSES OVER TELEGRAPH LINE.
 FL1031
 FL1031                          STATION RECOVERY (1965)
 FL1031
 FL1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0354 ***********************************************************************
 FM0354  DESIGNATION -  V 541
 FM0354  PID         -  FM0354
 FM0354  STATE/COUNTY-  TX/DEAF SMITH
 FM0354  USGS QUAD   -  WILDORADO SW (1984)
 FM0354
 FM0354                         *CURRENT SURVEY CONTROL
 FM0354  ___________________________________________________________________
 FM0354* NAD 83(1986)-  35 01 20.     (N)    102 12 15.     (W)     SCALED    
 FM0354* NAVD 88     -      1163.481  (meters)    3817.19   (feet)  ADJUSTED  
 FM0354  ___________________________________________________________________
 FM0354  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 FM0354  DYNAMIC HT  -        1162.055 (meters)    3812.51  (feet)  COMP
 FM0354  MODELED GRAV-     979,368.5   (mgal)                       NAVD 88
 FM0354
 FM0354  VERT ORDER  -  SECOND    CLASS 0
 FM0354
 FM0354.The horizontal coordinates were scaled from a topographic map and have
 FM0354.an estimated accuracy of +/- 6 seconds.
 FM0354
 FM0354.The orthometric height was determined by differential leveling
 FM0354.and adjusted by the National Geodetic Survey in June 1991..
 FM0354
 FM0354.The geoid height was determined by GEOID03.
 FM0354
 FM0354.The dynamic height is computed by dividing the NAVD 88
 FM0354.geopotential number by the normal gravity value computed on the
 FM0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0354.degrees latitude (g = 980.6199 gals.).
 FM0354
 FM0354.The modeled gravity was interpolated from observed gravity values.
 FM0354
 FM0354;                    North         East    Units  Estimated Accuracy
 FM0354;SPC TX N     - 1,113,630.      135,740.      MT  (+/- 180 meters Scaled)
 FM0354
 FM0354                          SUPERSEDED SURVEY CONTROL
 FM0354
 FM0354  NGVD 29 (??/??/92) 1162.969  (m)         3815.51   (f) ADJ UNCH    2 0
 FM0354
 FM0354.Superseded values are not recommended for survey control.
 FM0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0354.See file dsdata.txt to determine how the superseded data were derived.
 FM0354
 FM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU550790(NAD 83)
 FM0354_MARKER: DB = BENCH MARK DISK
 FM0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0354_STAMPING: V 541 1935
 FM0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0354+STABILITY: SURFACE MOTION
 FM0354
 FM0354  HISTORY     - Date     Condition        Report By
 FM0354  HISTORY     - 1935     MONUMENTED       CGS
 FM0354  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0354  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0354
 FM0354                          STATION DESCRIPTION
 FM0354
 FM0354'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FM0354'0.4 MI W FROM DAWN.
 FM0354'0.4 MILE WEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT DAWN,
 FM0354'DEAF SMITH COUNTY, 8.0 MILES NORTH ALONG A GRADED ROAD, 0.4 MILE NORTH
 FM0354'OF A ROAD INTERSECTION AND A STUCCO SHCOOL HOUSE, 0.2 MILE NORTHWEST
 FM0354'OF A SMALL RANCH HOUSE, 44 FEET EAST OF THE CENTERLINE OF THE ROAD, AT
 FM0354'A FENCE CORNER, 9.3 FEET EAST OF THE CORNER POST, 2.1 FEET SOUTH OF
 FM0354'THE EAST-AND-WEST FENCE, AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FM0354'BELIEVED DESTROYED DURING ROAD CONSTRUCTION.
 FM0354
 FM0354                          STATION RECOVERY (1980)
 FM0354
 FM0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0775 ***********************************************************************
 FL0775  DESIGNATION -  V 542
 FL0775  PID         -  FL0775
 FL0775  STATE/COUNTY-  TX/HUTCHINSON
 FL0775  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL0775
 FL0775                         *CURRENT SURVEY CONTROL
 FL0775  ___________________________________________________________________
 FL0775* NAD 83(1986)-  35 40 57.     (N)    101 13 02.     (W)     SCALED    
 FL0775* NAVD 88     -       948.590  (meters)    3112.17   (feet)  ADJUSTED  
 FL0775  ___________________________________________________________________
 FL0775  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 FL0775  DYNAMIC HT  -         947.534 (meters)    3108.70  (feet)  COMP
 FL0775  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 FL0775
 FL0775  VERT ORDER  -  SECOND    CLASS 0
 FL0775
 FL0775.The horizontal coordinates were scaled from a topographic map and have
 FL0775.an estimated accuracy of +/- 6 seconds.
 FL0775
 FL0775.The orthometric height was determined by differential leveling
 FL0775.and adjusted by the National Geodetic Survey in June 1991..
 FL0775
 FL0775.The geoid height was determined by GEOID03.
 FL0775
 FL0775.The dynamic height is computed by dividing the NAVD 88
 FL0775.geopotential number by the normal gravity value computed on the
 FL0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0775.degrees latitude (g = 980.6199 gals.).
 FL0775
 FL0775.The modeled gravity was interpolated from observed gravity values.
 FL0775
 FL0775;                    North         East    Units  Estimated Accuracy
 FL0775;SPC TX N     - 1,186,690.      225,600.      MT  (+/- 180 meters Scaled)
 FL0775
 FL0775                          SUPERSEDED SURVEY CONTROL
 FL0775
 FL0775  NGVD 29 (??/??/92)  948.156  (m)         3110.74   (f) ADJ UNCH    2 0
 FL0775
 FL0775.Superseded values are not recommended for survey control.
 FL0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0775.See file dsdata.txt to determine how the superseded data were derived.
 FL0775
 FL0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE993509(NAD 83)
 FL0775_MARKER: DB = BENCH MARK DISK
 FL0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0775_STAMPING: V 542 1935
 FL0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0775+STABILITY: SURFACE MOTION
 FL0775
 FL0775  HISTORY     - Date     Condition        Report By
 FL0775  HISTORY     - 1935     MONUMENTED       CGS
 FL0775  HISTORY     - 1970     GOOD             USGS
 FL0775
 FL0775                          STATION DESCRIPTION
 FL0775
 FL0775'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FL0775'10.9 MI NW FROM SKELLYTOWN.
 FL0775'SKELLYTOWN, 0.8 MI. WEST, THEN 8.0 MILES NORTH ON OILED ROAD TO A
 FL0775'T-ROAD WEST, THENCE ONE MILE WEST ALONG SANDY LANE TO A WIRE GATE,
 FL0775'PASS THROUGH GATE, TURN LEFT, AND DRIVE SOUTH AND WEST 0.7 MI. TO A
 FL0775'WINDMILL.  FROM THIS WINDMILL, THE MARK IS SOUTH, 30 DEG. WEST, 0.5
 FL0775'MILE, ON A BALD RIDGE, 100 FEET SW OF A SLIGHT BEND IN A RANCH ROAD.
 FL0775'(A STD. USC AND GS DISK IN A CONC. POST, PROJECTING ABOUT 1/2 FT.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0582 ***********************************************************************
 FL0582  DESIGNATION -  V 543
 FL0582  PID         -  FL0582
 FL0582  STATE/COUNTY-  TX/ROBERTS
 FL0582  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL0582
 FL0582                         *CURRENT SURVEY CONTROL
 FL0582  ___________________________________________________________________
 FL0582* NAD 83(1986)-  35 51 18.     (N)    100 35 12.     (W)     SCALED    
 FL0582* NAVD 88     -       881.263  (meters)    2891.28   (feet)  ADJUSTED  
 FL0582  ___________________________________________________________________
 FL0582  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FL0582  DYNAMIC HT  -         880.299 (meters)    2888.11  (feet)  COMP
 FL0582  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 FL0582
 FL0582  VERT ORDER  -  SECOND    CLASS 0
 FL0582
 FL0582.The horizontal coordinates were scaled from a topographic map and have
 FL0582.an estimated accuracy of +/- 6 seconds.
 FL0582
 FL0582.The orthometric height was determined by differential leveling
 FL0582.and adjusted by the National Geodetic Survey in June 1991..
 FL0582
 FL0582.The geoid height was determined by GEOID03.
 FL0582
 FL0582.The dynamic height is computed by dividing the NAVD 88
 FL0582.geopotential number by the normal gravity value computed on the
 FL0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0582.degrees latitude (g = 980.6199 gals.).
 FL0582
 FL0582.The modeled gravity was interpolated from observed gravity values.
 FL0582
 FL0582;                    North         East    Units  Estimated Accuracy
 FL0582;SPC TX N     - 1,206,170.      282,490.      MT  (+/- 180 meters Scaled)
 FL0582
 FL0582                          SUPERSEDED SURVEY CONTROL
 FL0582
 FL0582  NGVD 29 (??/??/92)  880.880  (m)         2890.02   (f) ADJ UNCH    2 0
 FL0582
 FL0582.Superseded values are not recommended for survey control.
 FL0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0582.See file dsdata.txt to determine how the superseded data were derived.
 FL0582
 FL0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE567690(NAD 83)
 FL0582_MARKER: DB = BENCH MARK DISK
 FL0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0582_STAMPING: V 543 1935
 FL0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0582+STABILITY: SURFACE MOTION
 FL0582
 FL0582  HISTORY     - Date     Condition        Report By
 FL0582  HISTORY     - 1935     MONUMENTED       CGS
 FL0582  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0582
 FL0582                          STATION DESCRIPTION
 FL0582
 FL0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0582'15.6 MI N FROM MIAMI.
 FL0582'15.6 MILES NORTH ALONG A ROAD AND A TRAIL FROM THE POST OFFICE AT
 FL0582'MIAMI, 5.2 MILES NORTH OF RANCH, 3.8 MILES NORTH OF A TRAIL JUNCTION,
 FL0582'250 FEET WEST OF A SMALL SHED AT THE TOP OF A HILL, AND 73.6 FEET EAST
 FL0582'OF THE CENTERLINE OF THE TRAIL.  A STANDARD DISK, STAMPED V 543 1935
 FL0582'AND SET IN THE TOP OF A CONCRETE POST.
 FL0582
 FL0582                          STATION RECOVERY (1972)
 FL0582
 FL0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0959 ***********************************************************************
 FL0959  DESIGNATION -  V 544
 FL0959  PID         -  FL0959
 FL0959  STATE/COUNTY-  TX/GRAY
 FL0959  USGS QUAD   -  GROOM (1983)
 FL0959
 FL0959                         *CURRENT SURVEY CONTROL
 FL0959  ___________________________________________________________________
 FL0959* NAD 83(1986)-  35 12 56.     (N)    101 00 36.     (W)     SCALED    
 FL0959* NAVD 88     -       985.046  (meters)    3231.77   (feet)  ADJUSTED  
 FL0959  ___________________________________________________________________
 FL0959  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0959  DYNAMIC HT  -         983.916 (meters)    3228.06  (feet)  COMP
 FL0959  MODELED GRAV-     979,453.3   (mgal)                       NAVD 88
 FL0959
 FL0959  VERT ORDER  -  SECOND    CLASS 0
 FL0959
 FL0959.The horizontal coordinates were scaled from a topographic map and have
 FL0959.an estimated accuracy of +/- 6 seconds.
 FL0959
 FL0959.The orthometric height was determined by differential leveling
 FL0959.and adjusted by the National Geodetic Survey in June 1991..
 FL0959
 FL0959.The geoid height was determined by GEOID03.
 FL0959
 FL0959.The dynamic height is computed by dividing the NAVD 88
 FL0959.geopotential number by the normal gravity value computed on the
 FL0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0959.degrees latitude (g = 980.6199 gals.).
 FL0959
 FL0959.The modeled gravity was interpolated from observed gravity values.
 FL0959
 FL0959;                    North         East    Units  Estimated Accuracy
 FL0959;SPC TX N     - 1,134,960.      244,610.      MT  (+/- 180 meters Scaled)
 FL0959
 FL0959                          SUPERSEDED SURVEY CONTROL
 FL0959
 FL0959  NGVD 29 (??/??/92)  984.61   (m)         3230.3    (f) COMPUTED    2 0
 FL0959
 FL0959.Superseded values are not recommended for survey control.
 FL0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0959.See file dsdata.txt to determine how the superseded data were derived.
 FL0959
 FL0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD170987(NAD 83)
 FL0959_MARKER: DB = BENCH MARK DISK
 FL0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0959_STAMPING: V 544 1935
 FL0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0959+STABILITY: SURFACE MOTION
 FL0959
 FL0959  HISTORY     - Date     Condition        Report By
 FL0959  HISTORY     - 1935     MONUMENTED       CGS
 FL0959  HISTORY     - 1984     POOR             NGS
 FL0959
 FL0959                          STATION DESCRIPTION
 FL0959
 FL0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0959'2.4 MI N FROM BOYDSTON.
 FL0959'2.4 MILES NORTH ALONG A GRADED ROAD FROM THE CHICAGO, ROCK ISLAND AND
 FL0959'PACIFIC RAILWAY STATION AT BOYDSTON, GRAY COUNTY, 0.5 MILE SOUTH OF A
 FL0959'ROAD INTERSECTION, 48.7 FEET EAST OF THE CENTERLINE OF THE ROAD, 12.3
 FL0959'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 2.2 FEET SOUTH OF THE
 FL0959'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED V 544 1935 AND SET IN
 FL0959'THE TOP OF A CONCRETE POST.
 FL0959
 FL0959                          STATION RECOVERY (1984)
 FL0959
 FL0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0959'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0975 ***********************************************************************
 FL0975  DESIGNATION -  V 545
 FL0975  PID         -  FL0975
 FL0975  STATE/COUNTY-  TX/CARSON
 FL0975  USGS QUAD   -  PANHANDLE EAST (1966)
 FL0975
 FL0975                         *CURRENT SURVEY CONTROL
 FL0975  ___________________________________________________________________
 FL0975* NAD 83(1986)-  35 19 37.     (N)    101 15 26.     (W)     SCALED    
 FL0975* NAVD 88     -      1030.455  (meters)    3380.75   (feet)  ADJUSTED  
 FL0975  ___________________________________________________________________
 FL0975  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0975  DYNAMIC HT  -        1029.258 (meters)    3376.82  (feet)  COMP
 FL0975  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 FL0975
 FL0975  VERT ORDER  -  SECOND    CLASS 0
 FL0975
 FL0975.The horizontal coordinates were scaled from a topographic map and have
 FL0975.an estimated accuracy of +/- 6 seconds.
 FL0975
 FL0975.The orthometric height was determined by differential leveling
 FL0975.and adjusted by the National Geodetic Survey in June 1991..
 FL0975
 FL0975.The geoid height was determined by GEOID03.
 FL0975
 FL0975.The dynamic height is computed by dividing the NAVD 88
 FL0975.geopotential number by the normal gravity value computed on the
 FL0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0975.degrees latitude (g = 980.6199 gals.).
 FL0975
 FL0975.The modeled gravity was interpolated from observed gravity values.
 FL0975
 FL0975;                    North         East    Units  Estimated Accuracy
 FL0975;SPC TX N     - 1,147,230.      222,070.      MT  (+/- 180 meters Scaled)
 FL0975
 FL0975                          SUPERSEDED SURVEY CONTROL
 FL0975
 FL0975  NGVD 29 (??/??/92) 1029.96   (m)         3379.1    (f) COMPUTED    2 0
 FL0975
 FL0975.Superseded values are not recommended for survey control.
 FL0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0975.See file dsdata.txt to determine how the superseded data were derived.
 FL0975
 FL0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE948116(NAD 83)
 FL0975_MARKER: DB = BENCH MARK DISK
 FL0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0975_STAMPING: V 545 1935
 FL0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0975+STABILITY: SURFACE MOTION
 FL0975
 FL0975  HISTORY     - Date     Condition        Report By
 FL0975  HISTORY     - 1935     MONUMENTED       CGS
 FL0975
 FL0975                          STATION DESCRIPTION
 FL0975
 FL0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0975'5.7 MI SW FROM WHITE DEER.
 FL0975'5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 FL0975'WHITE DEER, CARSON COUNTY, 4.1 MILES SOUTH ALONG A GRADED ROAD.  AT A
 FL0975'ROAD INTERSECTION, 54.7 FEET NORTHEAST OF THE CENTER OF THE
 FL0975'INTERSECTION, 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOBART
 FL0975'SCHOOL (DISTRICT 5), AT THE SOUTHWEST CORNER OF THE SCHOOLYARD, 44.8
 FL0975'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 41.8 FEET
 FL0975'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 FL0975'STAMPED V 545 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0658 ***********************************************************************
 FL0658  DESIGNATION -  V 547
 FL0658  PID         -  FL0658
 FL0658  STATE/COUNTY-  TX/GRAY
 FL0658  USGS QUAD   -  HOOVER (1967)
 FL0658
 FL0658                         *CURRENT SURVEY CONTROL
 FL0658  ___________________________________________________________________
 FL0658* NAD 83(1986)-  35 32 55.     (N)    100 46 31.     (W)     SCALED    
 FL0658* NAVD 88     -       953.010  (meters)    3126.67   (feet)  ADJUSTED  
 FL0658  ___________________________________________________________________
 FL0658  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL0658  DYNAMIC HT  -         951.965 (meters)    3123.24  (feet)  COMP
 FL0658  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 FL0658
 FL0658  VERT ORDER  -  SECOND    CLASS 0
 FL0658
 FL0658.The horizontal coordinates were scaled from a topographic map and have
 FL0658.an estimated accuracy of +/- 6 seconds.
 FL0658
 FL0658.The orthometric height was determined by differential leveling
 FL0658.and adjusted by the National Geodetic Survey in June 1991..
 FL0658.WARNING-Repeat measurements at this control monument indicate possible
 FL0658.vertical movement.
 FL0658
 FL0658.The geoid height was determined by GEOID03.
 FL0658
 FL0658.The dynamic height is computed by dividing the NAVD 88
 FL0658.geopotential number by the normal gravity value computed on the
 FL0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0658.degrees latitude (g = 980.6199 gals.).
 FL0658
 FL0658.The modeled gravity was interpolated from observed gravity values.
 FL0658
 FL0658;                    North         East    Units  Estimated Accuracy
 FL0658;SPC TX N     - 1,172,040.      265,710.      MT  (+/- 180 meters Scaled)
 FL0658
 FL0658                          SUPERSEDED SURVEY CONTROL
 FL0658
 FL0658  NGVD 29 (??/??/92)  952.609  (m)         3125.35   (f) ADJ UNCH    2 0
 FL0658
 FL0658.Superseded values are not recommended for survey control.
 FL0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0658.See file dsdata.txt to determine how the superseded data were derived.
 FL0658
 FL0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE390353(NAD 83)
 FL0658_MARKER: DB = BENCH MARK DISK
 FL0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0658_STAMPING: V 547 1935
 FL0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0658+STABILITY: SURFACE MOTION
 FL0658
 FL0658  HISTORY     - Date     Condition        Report By
 FL0658  HISTORY     - 1935     MONUMENTED       CGS
 FL0658  HISTORY     - 1943     GOOD             NGS
 FL0658  HISTORY     - 1956     MARK NOT FOUND   SOCO
 FL0658
 FL0658                          STATION DESCRIPTION
 FL0658
 FL0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0658'8.4 MI W FROM LAKETON.
 FL0658'ABOUT 8.4 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0658'STATION AT LAKETON, GRAY COUNTY, ABOUT 1.8 MILES EAST OF A GRAIN
 FL0658'ELEVATOR AT HEATON, ABOUT 0.2 MILE EAST OF MILEPOST 10, AT A GRADED
 FL0658'ROAD CROSSING 30.0 FEET WEST OF THE CENTER LINE OF THE ROAD.  46.0
 FL0658'FEET NORTH OF THE NORTH RAIL, 31.1 FEET NORTHWEST OF THE CENTER OF THE
 FL0658'CROSSING, 1.3 FEET EAST OF A NORTH-SOUTH FENCE, PROJECTING ABOUT
 FL0658'4-INCHES ABOVE THE GROUND.
 FL0658
 FL0658                          STATION RECOVERY (1956)
 FL0658
 FL0658'RECOVERY NOTE BY STANDARD OIL COMPANY 1956
 FL0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0230 ***********************************************************************
 FL0230  DESIGNATION -  V 548
 FL0230  PID         -  FL0230
 FL0230  STATE/COUNTY-  TX/WHEELER
 FL0230  USGS QUAD   -  SPRING CREEK (1962)
 FL0230
 FL0230                         *CURRENT SURVEY CONTROL
 FL0230  ___________________________________________________________________
 FL0230* NAD 83(1986)-  35 28 54.     (N)    100 22 44.     (W)     SCALED    
 FL0230* NAVD 88     -       791.079  (meters)    2595.40   (feet)  ADJUSTED  
 FL0230  ___________________________________________________________________
 FL0230  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 FL0230  DYNAMIC HT  -         790.226 (meters)    2592.60  (feet)  COMP
 FL0230  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 FL0230
 FL0230  VERT ORDER  -  SECOND    CLASS 0
 FL0230
 FL0230.The horizontal coordinates were scaled from a topographic map and have
 FL0230.an estimated accuracy of +/- 6 seconds.
 FL0230
 FL0230.The orthometric height was determined by differential leveling
 FL0230.and adjusted by the National Geodetic Survey in June 1991..
 FL0230
 FL0230.The geoid height was determined by GEOID03.
 FL0230
 FL0230.The dynamic height is computed by dividing the NAVD 88
 FL0230.geopotential number by the normal gravity value computed on the
 FL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0230.degrees latitude (g = 980.6199 gals.).
 FL0230
 FL0230.The modeled gravity was interpolated from observed gravity values.
 FL0230
 FL0230;                    North         East    Units  Estimated Accuracy
 FL0230;SPC TX N     - 1,164,950.      301,730.      MT  (+/- 180 meters Scaled)
 FL0230
 FL0230                          SUPERSEDED SURVEY CONTROL
 FL0230
 FL0230  NGVD 29 (??/??/92)  790.746  (m)         2594.31   (f) ADJ UNCH    2 0
 FL0230
 FL0230.Superseded values are not recommended for survey control.
 FL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0230.See file dsdata.txt to determine how the superseded data were derived.
 FL0230
 FL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE749273(NAD 83)
 FL0230_MARKER: DB = BENCH MARK DISK
 FL0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0230_STAMPING: V 548 1935
 FL0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0230+STABILITY: SURFACE MOTION
 FL0230
 FL0230  HISTORY     - Date     Condition        Report By
 FL0230  HISTORY     - 1935     MONUMENTED       CGS
 FL0230  HISTORY     - 1956     GOOD             SOCO
 FL0230
 FL0230                          STATION DESCRIPTION
 FL0230
 FL0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0230'6.0 MI SE FROM MOBEETIE.
 FL0230'6.0 MILES SOUTHEAST OF POST OFFICE BY ROAD.  ALONG STATE HIGHWAY NO.
 FL0230'152 BETWEEN MOBEETIE AND WHEELER.  TO REACH FROM MOBEETIE POST OFFICE
 FL0230'GO 1.3 MILES SOUTH ALONG GRADED ROAD, THENCE 4.7 MILES SOUTHWEST ALONG
 FL0230'STATE HIGHWAY NO. 152, ON LONG HILL NEAR SMALL HOUSE.  73.8 FEET SOUTH
 FL0230'OF CENTERLINE OF HIGHWAY, 29.8 FEET WEST OF ENTRANCE TO HOUSE, AND 1.8
 FL0230'FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE.  NOTE-- NO HOUSE.
 FL0230
 FL0230                          STATION RECOVERY (1956)
 FL0230
 FL0230'RECOVERY NOTE BY STANDARD OIL COMPANY 1956
 FL0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0362 ***********************************************************************
 BL0362  DESIGNATION -  V 55
 BL0362  PID         -  BL0362
 BL0362  STATE/COUNTY-  TX/LIBERTY
 BL0362  USGS QUAD   -  DAYTON (1984)
 BL0362
 BL0362                         *CURRENT SURVEY CONTROL
 BL0362  ___________________________________________________________________
 BL0362* NAD 83(1986)-  30 02 49.     (N)    094 53 15.     (W)     SCALED    
 BL0362* NAVD 88     -        25.332  (meters)      83.11   (feet)  ADJUSTED  
 BL0362  ___________________________________________________________________
 BL0362  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0362  DYNAMIC HT  -          25.298 (meters)      83.00  (feet)  COMP
 BL0362  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BL0362  OBS GRAVITY -     979,308.2   (mgal)                       GRAV_OBS
 BL0362
 BL0362  VERT ORDER  -  FIRST     CLASS II
 BL0362
 BL0362.The horizontal coordinates were scaled from a topographic map and have
 BL0362.an estimated accuracy of +/- 6 seconds.
 BL0362
 BL0362.The orthometric height was determined by differential leveling
 BL0362.and adjusted by the National Geodetic Survey in June 1991..
 BL0362
 BL0362.The geoid height was determined by GEOID03.
 BL0362
 BL0362.The dynamic height is computed by dividing the NAVD 88
 BL0362.geopotential number by the normal gravity value computed on the
 BL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0362.degrees latitude (g = 980.6199 gals.).
 BL0362
 BL0362.The modeled gravity was interpolated from observed gravity values.
 BL0362.The observed gravity was obtained from relative gravimeter ties
 BL0362.to the IGSN71 gravity network.
 BL0362
 BL0362;                    North         East    Units  Estimated Accuracy
 BL0362;SPC TX C     - 3,055,010.    1,225,000.      MT  (+/- 180 meters Scaled)
 BL0362
 BL0362                          SUPERSEDED SURVEY CONTROL
 BL0362
 BL0362  NGVD 29 (12/23/87)   25.334  (m)           83.12   (f) ADJUSTED    1 2
 BL0362
 BL0362.Superseded values are not recommended for survey control.
 BL0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0362.See file dsdata.txt to determine how the superseded data were derived.
 BL0362
 BL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP180254(NAD 83)
 BL0362_MARKER: DB = BENCH MARK DISK
 BL0362_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL0362_SP_SET: BUILDING WALL
 BL0362_STAMPING: V 55 1918 ELEV 84.514 FT
 BL0362_MARK LOGO: CGS   
 BL0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0362+STABILITY: SURFACE MOTION
 BL0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0362+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 BL0362
 BL0362  HISTORY     - Date     Condition        Report By
 BL0362  HISTORY     - 1918     MONUMENTED       CGS
 BL0362  HISTORY     - 1972     GOOD             NGS
 BL0362  HISTORY     - 1978     GOOD             NGS
 BL0362  HISTORY     - 1987     GOOD             NGS
 BL0362  HISTORY     - 1988     GOOD             USPSQD
 BL0362  HISTORY     - 1989     GOOD             USPSQD
 BL0362  HISTORY     - 1990     GOOD             USPSQD
 BL0362  HISTORY     - 19960413 GOOD             USPSQD
 BL0362  HISTORY     - 20040221 GOOD             USPSQD
 BL0362  HISTORY     - 20050216 GOOD             USPSQD
 BL0362  HISTORY     - 20050228 GOOD             USPSQD
 BL0362
 BL0362                          STATION DESCRIPTION
 BL0362
 BL0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0362'IN DAYTON.
 BL0362'AT DAYTON, ABOUT 0.1 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE
 BL0362'HIGH SCHOOL, THENCE ABOUT 0.1 MILE NORTHWEST ALONG CHURCH STREET, AT
 BL0362'THE INTERSECTION OF CHURCH STREET AND COOK AVENUE, 36 FEET NORTHWEST
 BL0362'OF THE NORTHWEST CURB OF COOK AVENUE, 11.5 FEET SOUTHWEST OF THE
 BL0362'SOUTHWEST CURB OF CHURCH STREET, SET VERTICALLY IN THE NORTHEAST BRICK
 BL0362'WALL FOR A ONE STORY BUILDING (FORMERLY THE DOCTOR RICHTER OFFICE
 BL0362'BUILDING), 1.8 FEET SOUTHEAST OF THE NORTH CORNER OF THE BUILDING AND
 BL0362'3.6 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 BL0362
 BL0362                          STATION RECOVERY (1978)
 BL0362
 BL0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0362'RECOVERED IN GOOD CONDITION.
 BL0362
 BL0362                          STATION RECOVERY (1987)
 BL0362
 BL0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0362'RECOVERED IN GOOD CONDITION.
 BL0362
 BL0362                          STATION RECOVERY (1988)
 BL0362
 BL0362'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0362'RECOVERED IN GOOD CONDITION.
 BL0362
 BL0362                          STATION RECOVERY (1989)
 BL0362
 BL0362'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0362'RECOVERED IN GOOD CONDITION.
 BL0362
 BL0362                          STATION RECOVERY (1990)
 BL0362
 BL0362'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0362'RECOVERED IN GOOD CONDITION.
 BL0362
 BL0362                          STATION RECOVERY (1996)
 BL0362
 BL0362'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0362'RECOVERED IN GOOD CONDITION.
 BL0362
 BL0362                          STATION RECOVERY (2004)
 BL0362
 BL0362'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0362'RECOVERED IN GOOD CONDITION.
 BL0362
 BL0362                          STATION RECOVERY (2005)
 BL0362
 BL0362'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0362'RECOVERED IN GOOD CONDITION.
 BL0362
 BL0362                          STATION RECOVERY (2005)
 BL0362
 BL0362'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0442 ***********************************************************************
 FL0442  DESIGNATION -  V 550
 FL0442  PID         -  FL0442
 FL0442  STATE/COUNTY-  TX/GRAY
 FL0442  USGS QUAD   -  TAYLOR RANCH (1968)
 FL0442
 FL0442                         *CURRENT SURVEY CONTROL
 FL0442  ___________________________________________________________________
 FL0442* NAD 83(1986)-  35 21 03.     (N)    100 49 35.     (W)     SCALED    
 FL0442* NAVD 88     -       943.957  (meters)    3096.97   (feet)  ADJUSTED  
 FL0442  ___________________________________________________________________
 FL0442  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL0442  DYNAMIC HT  -         942.931 (meters)    3093.60  (feet)  COMP
 FL0442  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 FL0442
 FL0442  VERT ORDER  -  SECOND    CLASS 0
 FL0442
 FL0442.The horizontal coordinates were scaled from a topographic map and have
 FL0442.an estimated accuracy of +/- 6 seconds.
 FL0442
 FL0442.The orthometric height was determined by differential leveling
 FL0442.and adjusted by the National Geodetic Survey in June 1991..
 FL0442
 FL0442.The geoid height was determined by GEOID03.
 FL0442
 FL0442.The dynamic height is computed by dividing the NAVD 88
 FL0442.geopotential number by the normal gravity value computed on the
 FL0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0442.degrees latitude (g = 980.6199 gals.).
 FL0442
 FL0442.The modeled gravity was interpolated from observed gravity values.
 FL0442
 FL0442;                    North         East    Units  Estimated Accuracy
 FL0442;SPC TX N     - 1,150,070.      261,220.      MT  (+/- 180 meters Scaled)
 FL0442
 FL0442                          SUPERSEDED SURVEY CONTROL
 FL0442
 FL0442  NGVD 29 (??/??/92)  943.576  (m)         3095.72   (f) ADJ UNCH    2 0
 FL0442
 FL0442.Superseded values are not recommended for survey control.
 FL0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0442.See file dsdata.txt to determine how the superseded data were derived.
 FL0442
 FL0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE340134(NAD 83)
 FL0442_MARKER: DB = BENCH MARK DISK
 FL0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0442_STAMPING: V 550 1935
 FL0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0442+STABILITY: SURFACE MOTION
 FL0442
 FL0442  HISTORY     - Date     Condition        Report By
 FL0442  HISTORY     - 1935     MONUMENTED       CGS
 FL0442  HISTORY     - 1941     GOOD             NGS
 FL0442
 FL0442                          STATION DESCRIPTION
 FL0442
 FL0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FL0442'9.7 MI SW FROM LEFORS.
 FL0442'7.0 MILES SOUTH AND 2.7 MILES WEST ALONG GRADED ROADS FROM THE POST
 FL0442'OFFICE AT LEFORS, 1.0 MILE WEST OF A SECTION-LINE FENCE, 0.4 MILE
 FL0442'NORTH OF A ROW OF POLES, AT THE TOP OF A LARGE HILL, AND 34.5 FEET
 FL0442'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED V 550
 FL0442'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0946 ***********************************************************************
 FL0946  DESIGNATION -  V 551
 FL0946  PID         -  FL0946
 FL0946  STATE/COUNTY-  TX/GRAY
 FL0946  USGS QUAD   -  KINGSMILL (1966)
 FL0946
 FL0946                         *CURRENT SURVEY CONTROL
 FL0946  ___________________________________________________________________
 FL0946* NAD 83(1986)-  35 23 10.     (N)    101 03 44.     (W)     SCALED    
 FL0946* NAVD 88     -      1006.673  (meters)    3302.73   (feet)  ADJUSTED  
 FL0946  ___________________________________________________________________
 FL0946  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FL0946  DYNAMIC HT  -        1005.542 (meters)    3299.02  (feet)  COMP
 FL0946  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 FL0946
 FL0946  VERT ORDER  -  SECOND    CLASS 0
 FL0946
 FL0946.The horizontal coordinates were scaled from a topographic map and have
 FL0946.an estimated accuracy of +/- 6 seconds.
 FL0946
 FL0946.The orthometric height was determined by differential leveling
 FL0946.and adjusted by the National Geodetic Survey in June 1991..
 FL0946
 FL0946.The geoid height was determined by GEOID03.
 FL0946
 FL0946.The dynamic height is computed by dividing the NAVD 88
 FL0946.geopotential number by the normal gravity value computed on the
 FL0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0946.degrees latitude (g = 980.6199 gals.).
 FL0946
 FL0946.The modeled gravity was interpolated from observed gravity values.
 FL0946
 FL0946;                    North         East    Units  Estimated Accuracy
 FL0946;SPC TX N     - 1,153,860.      239,770.      MT  (+/- 180 meters Scaled)
 FL0946
 FL0946                          SUPERSEDED SURVEY CONTROL
 FL0946
 FL0946  NGVD 29 (??/??/92) 1006.236  (m)         3301.29   (f) ADJ UNCH    2 0
 FL0946
 FL0946.Superseded values are not recommended for survey control.
 FL0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0946.See file dsdata.txt to determine how the superseded data were derived.
 FL0946
 FL0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE126178(NAD 83)
 FL0946_MARKER: DB = BENCH MARK DISK
 FL0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0946_STAMPING: V 551 1935
 FL0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0946+STABILITY: SURFACE MOTION
 FL0946
 FL0946  HISTORY     - Date     Condition        Report By
 FL0946  HISTORY     - 1935     MONUMENTED       CGS
 FL0946
 FL0946                          STATION DESCRIPTION
 FL0946
 FL0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0946'8.8 MI SE FROM WHITE DEER.
 FL0946'IN GRAY COUNTY, 8.8 MILES SOUTHEAST OF WHITE DEER, CARSON COUNTY. THIS
 FL0946'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 2.3 MILES
 FL0946'SOUTH, 1.0 MILE EAST, 0.9 MILE SOUTH, AND 4.6 MILES EAST ALONG GRADED
 FL0946'ROADS.  IT IS 150 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A
 FL0946'FARMHOUSE, AT A ROAD INTERSECTION, 59.4 FEET NORTHEAST OF THE CENTER
 FL0946'OF THE INTERSECTION, 45.6 FEET EAST OF THE CENTERLINE OF THE
 FL0946'NORTH-AND-SOUTH ROAD, AND 36.7 FEET NORTH OF THE CENTERLINE OF THE
 FL0946'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED V 551 1935 AND SET IN
 FL0946'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0941 ***********************************************************************
 FL0941  DESIGNATION -  V 552
 FL0941  PID         -  FL0941
 FL0941  STATE/COUNTY-  TX/CARSON
 FL0941  USGS QUAD   -  CUYLER (1978)
 FL0941
 FL0941                         *CURRENT SURVEY CONTROL
 FL0941  ___________________________________________________________________
 FL0941* NAD 83(1986)-  35 26 33.     (N)    101 17 34.     (W)     SCALED    
 FL0941* NAVD 88     -      1043.117  (meters)    3422.29   (feet)  ADJUSTED  
 FL0941  ___________________________________________________________________
 FL0941  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL0941  DYNAMIC HT  -        1041.919 (meters)    3418.36  (feet)  COMP
 FL0941  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 FL0941
 FL0941  VERT ORDER  -  SECOND    CLASS 0
 FL0941
 FL0941.The horizontal coordinates were scaled from a topographic map and have
 FL0941.an estimated accuracy of +/- 6 seconds.
 FL0941
 FL0941.The orthometric height was determined by differential leveling
 FL0941.and adjusted by the National Geodetic Survey in June 1991..
 FL0941
 FL0941.The geoid height was determined by GEOID03.
 FL0941
 FL0941.The dynamic height is computed by dividing the NAVD 88
 FL0941.geopotential number by the normal gravity value computed on the
 FL0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0941.degrees latitude (g = 980.6199 gals.).
 FL0941
 FL0941.The modeled gravity was interpolated from observed gravity values.
 FL0941
 FL0941;                    North         East    Units  Estimated Accuracy
 FL0941;SPC TX N     - 1,160,050.      218,810.      MT  (+/- 180 meters Scaled)
 FL0941
 FL0941                          SUPERSEDED SURVEY CONTROL
 FL0941
 FL0941  NGVD 29 (??/??/92) 1042.64   (m)         3420.7    (f) COMPUTED    2 0
 FL0941
 FL0941.Superseded values are not recommended for survey control.
 FL0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0941.See file dsdata.txt to determine how the superseded data were derived.
 FL0941
 FL0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE918245(NAD 83)
 FL0941_MARKER: DB = BENCH MARK DISK
 FL0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0941_STAMPING: V 552 1935
 FL0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0941+STABILITY: SURFACE MOTION
 FL0941
 FL0941  HISTORY     - Date     Condition        Report By
 FL0941  HISTORY     - 1935     MONUMENTED       CGS
 FL0941  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0941
 FL0941                          STATION DESCRIPTION
 FL0941
 FL0941'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0941'7.5 MI N FROM PANHANDLE.
 FL0941'7.5 MILES NORTH OF A PANHANDLE, CARSON COUNTY.  THIS BENCH MARK MAY BE
 FL0941'REACHED FROM THE COUNTY COURTHOUSE BY GOING 6.1 MILES NORTH ALONG
 FL0941'STATE HIGHWAY 117, 1.0 MILE EAST, 0.8 MILE SOUTH, 2.8 MILES EAST, 1.9
 FL0941'MILES NORTH, AND 0.9 MILE EAST ALONG GRADED ROADS.  IT IS ABOUT 0.5
 FL0941'MILE EAST OF WHITE RANCH HOUSE, 0.2 MILE NORTHWEST OF AN OIL WELL, AT
 FL0941'A ROAD INTERSECTION, 39 FEET WEST OF THE CENTERLINE OF THE
 FL0941'NORTH-AND-SOUTH ROAD, 35 FEET SOUTH OF THE CENTERLINE OF THE
 FL0941'EAST-AND-WEST ROAD, 26 FEET WEST OF A FENCE CORNER, AND 2.5 FEET NORTH
 FL0941'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 552 1935 AND
 FL0941'SET IN THE TOP OF A CONCRETE POST.  NOTE-- HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0429 ***********************************************************************
 FL0429  DESIGNATION -  V 553
 FL0429  PID         -  FL0429
 FL0429  STATE/COUNTY-  TX/GRAY
 FL0429  USGS QUAD   -  TAYLOR RANCH (1968)
 FL0429
 FL0429                         *CURRENT SURVEY CONTROL
 FL0429  ___________________________________________________________________
 FL0429* NAD 83(1986)-  35 17 34.     (N)    100 46 08.     (W)     SCALED    
 FL0429* NAVD 88     -       862.170  (meters)    2828.64   (feet)  ADJUSTED  
 FL0429  ___________________________________________________________________
 FL0429  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL0429  DYNAMIC HT  -         861.238 (meters)    2825.58  (feet)  COMP
 FL0429  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 FL0429
 FL0429  VERT ORDER  -  SECOND    CLASS 0
 FL0429
 FL0429.The horizontal coordinates were scaled from a topographic map and have
 FL0429.an estimated accuracy of +/- 6 seconds.
 FL0429
 FL0429.The orthometric height was determined by differential leveling
 FL0429.and adjusted by the National Geodetic Survey in June 1991..
 FL0429
 FL0429.The geoid height was determined by GEOID03.
 FL0429
 FL0429.The dynamic height is computed by dividing the NAVD 88
 FL0429.geopotential number by the normal gravity value computed on the
 FL0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0429.degrees latitude (g = 980.6199 gals.).
 FL0429
 FL0429.The modeled gravity was interpolated from observed gravity values.
 FL0429
 FL0429;                    North         East    Units  Estimated Accuracy
 FL0429;SPC TX N     - 1,143,660.      266,500.      MT  (+/- 180 meters Scaled)
 FL0429
 FL0429                          SUPERSEDED SURVEY CONTROL
 FL0429
 FL0429  NGVD 29 (??/??/92)  861.781  (m)         2827.36   (f) ADJ UNCH    2 0
 FL0429
 FL0429.Superseded values are not recommended for survey control.
 FL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0429.See file dsdata.txt to determine how the superseded data were derived.
 FL0429
 FL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE391069(NAD 83)
 FL0429_MARKER: DB = BENCH MARK DISK
 FL0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0429_STAMPING: V-553 1935
 FL0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0429+STABILITY: SURFACE MOTION
 FL0429
 FL0429  HISTORY     - Date     Condition        Report By
 FL0429  HISTORY     - 1935     MONUMENTED       CGS
 FL0429  HISTORY     - 1961     MARK NOT FOUND   NGS
 FL0429
 FL0429                          STATION DESCRIPTION
 FL0429
 FL0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FL0429'7.5 MI N FROM ALANREED.
 FL0429'7.5 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT ALANREED,
 FL0429'250 FEET WEST OF AN OIL WELL, ON THE SLOPE OF A LONG HILL, 47.4 FEET
 FL0429'EAST OF THE CENTERLINE OF THE ROAD, 13.5 FEET SOUTH OF A GATEPOST, AND
 FL0429'1.4 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V
 FL0429'553 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- REPORT
 FL0429'EXTENSIVE ROAD WORK HAS BEEN DONE IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0765 ***********************************************************************
 BY0765  DESIGNATION -  V 555
 BY0765  PID         -  BY0765
 BY0765  STATE/COUNTY-  TX/ANGELINA
 BY0765  USGS QUAD   -  KELTYS (1980)
 BY0765
 BY0765                         *CURRENT SURVEY CONTROL
 BY0765  ___________________________________________________________________
 BY0765* NAD 83(1986)-  31 21 12.     (N)    094 45 11.     (W)     SCALED    
 BY0765* NAVD 88     -        95.13   (+/-2cm)     312.1    (feet)  VERTCON   
 BY0765  ___________________________________________________________________
 BY0765  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0765
 BY0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0765
 BY0765.The horizontal coordinates were scaled from a topographic map and have
 BY0765.an estimated accuracy of +/- 6 seconds.
 BY0765
 BY0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0765.The vertical order pertains to the NGVD 29 superseded value.
 BY0765
 BY0765.The geoid height was determined by GEOID03.
 BY0765
 BY0765;                    North         East    Units  Estimated Accuracy
 BY0765;SPC TX C     - 3,200,290.    1,230,690.      MT  (+/- 180 meters Scaled)
 BY0765
 BY0765                          SUPERSEDED SURVEY CONTROL
 BY0765
 BY0765  NGVD 29 (??/??/92)   95.177  (m)          312.26   (f) ADJ UNCH    2 0
 BY0765
 BY0765.Superseded values are not recommended for survey control.
 BY0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0765.See file dsdata.txt to determine how the superseded data were derived.
 BY0765
 BY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ332700(NAD 83)
 BY0765_MARKER: DB = BENCH MARK DISK
 BY0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0765_STAMPING: V 555 1947
 BY0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0765+STABILITY: SURFACE MOTION
 BY0765
 BY0765  HISTORY     - Date     Condition        Report By
 BY0765  HISTORY     - 1947     MONUMENTED       CGS
 BY0765  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0765
 BY0765                          STATION DESCRIPTION
 BY0765
 BY0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0765'IN LUFKIN.
 BY0765'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0765'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE NORTHWEST 1.9
 BY0765'MILES ALONG U.S. HIGHWAY NO.69, THENCE SOUTHWEST 0.2 MILE ALONG A
 BY0765'GRADED DIRT ROAD, AT THE LUFKIN AIRPORT, 48.6 FEET EAST OF THE
 BY0765'SOUTHEAST CORNER OF THE AIRPORT OFFICE BUILDING, 16.1 FEET WEST OF THE
 BY0765'SOUTHWEST CORNER OF A FRAME STOREHOUSE, 1.1 FEET SOUTH OF THE SOUTH
 BY0765'EDGE OF A GUARD RAIL FENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY0765'WHICH PROJECTS ABOUT 0.1 FOOT ABOVE THE GROUND.
 BY0765
 BY0765                          STATION RECOVERY (1998)
 BY0765
 BY0765'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1458 ***********************************************************************
 BY1458  DESIGNATION -  V 556 RESET 1970
 BY1458  PID         -  BY1458
 BY1458  STATE/COUNTY-  TX/HOUSTON
 BY1458  USGS QUAD   -  KENNARD NE (1950)
 BY1458
 BY1458                         *CURRENT SURVEY CONTROL
 BY1458  ___________________________________________________________________
 BY1458* NAD 83(1986)-  31 23 16.     (N)    095 01 22.     (W)     SCALED    
 BY1458* NAVD 88     -        92.12   (+/-2cm)     302.2    (feet)  VERTCON   
 BY1458  ___________________________________________________________________
 BY1458  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1458
 BY1458  VERT ORDER  -  THIRD (See Below)
 BY1458
 BY1458.The horizontal coordinates were scaled from a topographic map and have
 BY1458.an estimated accuracy of +/- 6 seconds.
 BY1458
 BY1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1458.The vertical order pertains to the NGVD 29 superseded value.
 BY1458
 BY1458.The geoid height was determined by GEOID03.
 BY1458
 BY1458;                    North         East    Units  Estimated Accuracy
 BY1458;SPC TX C     - 3,202,850.    1,204,880.      MT  (+/- 180 meters Scaled)
 BY1458
 BY1458                          SUPERSEDED SURVEY CONTROL
 BY1458
 BY1458  NGVD 29 (01/29/03)   92.16   (m)          302.4    (f) RESET       3  
 BY1458
 BY1458.Superseded values are not recommended for survey control.
 BY1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1458.See file dsdata.txt to determine how the superseded data were derived.
 BY1458
 BY1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ076743(NAD 83)
 BY1458_MARKER: DB = BENCH MARK DISK
 BY1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1458_STAMPING: V 556 RESET 1970
 BY1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1458+STABILITY: SURFACE MOTION
 BY1458
 BY1458  HISTORY     - Date     Condition        Report By
 BY1458  HISTORY     - 1970     MONUMENTED       TXHD
 BY1458
 BY1458                          STATION DESCRIPTION
 BY1458
 BY1458'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1970
 BY1458'6.9 MI E FROM RATCLIFF.
 BY1458'6.9 MILES EAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT RATCLIFF,
 BY1458'APPROXIMATELY 440 FEET WEST OF ABANDONED RAILWAY CROSSING, 164 FEET
 BY1458'EAST OF THE CENTER OF A 30 INCH PIPE CULVERT, 3.57 MILES WEST OF WEST
 BY1458'END OF BRIDGE CROSSING NECHES RIVER, 1.0 MILE EAST OF NATIONAL FOREST
 BY1458'ROAD CROSSING, 60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BY1458'THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1598 ***********************************************************************
 BY1598  DESIGNATION -  V 557
 BY1598  PID         -  BY1598
 BY1598  STATE/COUNTY-  TX/TRINITY
 BY1598  USGS QUAD   -  CRECY (1963)
 BY1598
 BY1598                         *CURRENT SURVEY CONTROL
 BY1598  ___________________________________________________________________
 BY1598* NAD 83(1986)-  31 08 14.     (N)    095 05 25.     (W)     SCALED    
 BY1598* NAVD 88     -        83.43   (+/-2cm)     273.7    (feet)  VERTCON   
 BY1598  ___________________________________________________________________
 BY1598  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1598
 BY1598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1598
 BY1598.The horizontal coordinates were scaled from a topographic map and have
 BY1598.an estimated accuracy of +/- 6 seconds.
 BY1598
 BY1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1598.The vertical order pertains to the NGVD 29 superseded value.
 BY1598
 BY1598.The geoid height was determined by GEOID03.
 BY1598
 BY1598;                    North         East    Units  Estimated Accuracy
 BY1598;SPC TX C     - 3,174,800.    1,199,770.      MT  (+/- 180 meters Scaled)
 BY1598
 BY1598                          SUPERSEDED SURVEY CONTROL
 BY1598
 BY1598  NGVD 29 (??/??/92)   83.453  (m)          273.80   (f) ADJ UNCH    2 0
 BY1598
 BY1598.Superseded values are not recommended for survey control.
 BY1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1598.See file dsdata.txt to determine how the superseded data were derived.
 BY1598
 BY1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ007466(NAD 83)
 BY1598_MARKER: DB = BENCH MARK DISK
 BY1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1598_STAMPING: V 557 1948
 BY1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1598+STABILITY: SURFACE MOTION
 BY1598
 BY1598  HISTORY     - Date     Condition        Report By
 BY1598  HISTORY     - 1948     MONUMENTED       CGS
 BY1598
 BY1598                          STATION DESCRIPTION
 BY1598
 BY1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1598'6.15 MI NE FROM GROVETON.
 BY1598'6.15 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE COURTHOUSE AT
 BY1598'GROVETON, APPROXIMATELY 105 YARDS NORTHEAST OF A 20-FOOT CONCRETE
 BY1598'BRIDGE, 162.0 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE SOUTH
 BY1598'CORNER OF A FARMHOUSE, 59.3 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BY1598'HIGHWAY, 7.4 FEET SOUTH OF A 12-INCH OAK TREE, 1.7 FEET EAST OF A
 BY1598'REFERENCE POST, 1.4 FEET NORTH OF A FENCE, SET IN THE TOP OF A
 BY1598'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0789 ***********************************************************************
 BY0789  DESIGNATION -  V 558
 BY0789  PID         -  BY0789
 BY0789  STATE/COUNTY-  TX/TRINITY
 BY0789  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0789
 BY0789                         *CURRENT SURVEY CONTROL
 BY0789  ___________________________________________________________________
 BY0789* NAD 83(1986)-  31 08 38.     (N)    094 53 18.     (W)     SCALED    
 BY0789* NAVD 88     -        55.81   (+/-2cm)     183.1    (feet)  VERTCON   
 BY0789  ___________________________________________________________________
 BY0789  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BY0789
 BY0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0789
 BY0789.The horizontal coordinates were scaled from a topographic map and have
 BY0789.an estimated accuracy of +/- 6 seconds.
 BY0789
 BY0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0789.The vertical order pertains to the NGVD 29 superseded value.
 BY0789
 BY0789.The geoid height was determined by GEOID03.
 BY0789
 BY0789;                    North         East    Units  Estimated Accuracy
 BY0789;SPC TX C     - 3,176,460.    1,218,970.      MT  (+/- 180 meters Scaled)
 BY0789
 BY0789                          SUPERSEDED SURVEY CONTROL
 BY0789
 BY0789  NGVD 29 (??/??/92)   55.844  (m)          183.21   (f) ADJ UNCH    2 0
 BY0789
 BY0789.Superseded values are not recommended for survey control.
 BY0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0789.See file dsdata.txt to determine how the superseded data were derived.
 BY0789
 BY0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ199470(NAD 83)
 BY0789_MARKER: DB = BENCH MARK DISK
 BY0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0789_STAMPING: V 558 1948
 BY0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0789+STABILITY: SURFACE MOTION
 BY0789
 BY0789  HISTORY     - Date     Condition        Report By
 BY0789  HISTORY     - 1948     MONUMENTED       CGS
 BY0789
 BY0789                          STATION DESCRIPTION
 BY0789
 BY0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0789'12.80 MI W FROM CORRIGAN.
 BY0789'3.8 MILES NORTH ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BY0789'RAILWAY STATION AT CORRIGAN, THENCE 2.75 MILES NORTH ALONG A GRADED
 BY0789'DIRT ROAD (OLD U. S. HIGHWAY 59), THENCE 3.85 MILES NORTHWEST ALONG A
 BY0789'GRADED DIRT ROAD, THENCE 1.75 MILES NORTHWEST ALONG A TRAIL, THENCE
 BY0789'0.65 MILE WEST ALONG NATIONAL FOREST HIGHWAY NUMBER 7, 157.9 FEET EAST
 BY0789'OF THE NORTHEAST CORNER OF A 30-FOOT WOODEN BRIDGE OVER LANCASTER
 BY0789'CREEK, 53.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8.5 FEET
 BY0789'EAST OF THE EAST END OF A WOODEN GATE, 1.8 FEET WEST OF A REFERENCE
 BY0789'POST, 1.6 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BY0789'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0771 ***********************************************************************
 BY0771  DESIGNATION -  V 559
 BY0771  PID         -  BY0771
 BY0771  STATE/COUNTY-  TX/ANGELINA
 BY0771  USGS QUAD   -  DIBOLL (1980)
 BY0771
 BY0771                         *CURRENT SURVEY CONTROL
 BY0771  ___________________________________________________________________
 BY0771* NAD 83(1986)-  31 12 38.     (N)    094 49 29.     (W)     SCALED    
 BY0771* NAVD 88     -        63.06   (+/-2cm)     206.9    (feet)  VERTCON   
 BY0771  ___________________________________________________________________
 BY0771  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY0771
 BY0771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0771
 BY0771.The horizontal coordinates were scaled from a topographic map and have
 BY0771.an estimated accuracy of +/- 6 seconds.
 BY0771
 BY0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0771.The vertical order pertains to the NGVD 29 superseded value.
 BY0771
 BY0771.The geoid height was determined by GEOID03.
 BY0771
 BY0771;                    North         East    Units  Estimated Accuracy
 BY0771;SPC TX C     - 3,184,140.    1,224,660.      MT  (+/- 180 meters Scaled)
 BY0771
 BY0771                          SUPERSEDED SURVEY CONTROL
 BY0771
 BY0771  NGVD 29 (??/??/92)   63.103  (m)          207.03   (f) ADJ UNCH    2 0
 BY0771
 BY0771.Superseded values are not recommended for survey control.
 BY0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0771.See file dsdata.txt to determine how the superseded data were derived.
 BY0771
 BY0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ261543(NAD 83)
 BY0771_MARKER: DB = BENCH MARK DISK
 BY0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0771_STAMPING: V 559 1948
 BY0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0771+STABILITY: SURFACE MOTION
 BY0771
 BY0771  HISTORY     - Date     Condition        Report By
 BY0771  HISTORY     - 1948     MONUMENTED       CGS
 BY0771
 BY0771                          STATION DESCRIPTION
 BY0771
 BY0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0771'3.0 MI NW FROM DIBOLL.
 BY0771'3.0 MILES NORTHWEST ALONG THE TEXAS AND SOUTHEASTERN RAILWAY FROM THE
 BY0771'STATION AT DIBOLL, 8 POLES SOUTHEAST OF A ROAD CROSSING, 75.2 FEET
 BY0771'NORTHEAST OF AND ACROSS THE TRACK FROM MILEPOST 3, 48.8 FEET NORTHEAST
 BY0771'OF AND 6.0 FEET HIGHER THAN THE NORTHEAST RAIL OF THE TRACK, 3.7 FEET
 BY0771'SOUTHWEST OF A 14-INCH PINE TREE, 1.4 FEET SOUTHEAST OF A REFERENCE
 BY0771'POST, 1.0 FOOT SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BY0771'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1658 ***********************************************************************
 BY1658  DESIGNATION -  V 560
 BY1658  PID         -  BY1658
 BY1658  STATE/COUNTY-  TX/TRINITY
 BY1658  USGS QUAD   -  GROVETON WEST (1963)
 BY1658
 BY1658                         *CURRENT SURVEY CONTROL
 BY1658  ___________________________________________________________________
 BY1658* NAD 83(1986)-  31 03 55.     (N)    095 12 09.     (W)     SCALED    
 BY1658* NAVD 88     -        84.60   (+/-2cm)     277.6    (feet)  VERTCON   
 BY1658  ___________________________________________________________________
 BY1658  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY1658
 BY1658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1658
 BY1658.The horizontal coordinates were scaled from a topographic map and have
 BY1658.an estimated accuracy of +/- 6 seconds.
 BY1658
 BY1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1658.The vertical order pertains to the NGVD 29 superseded value.
 BY1658
 BY1658.The geoid height was determined by GEOID03.
 BY1658
 BY1658;                    North         East    Units  Estimated Accuracy
 BY1658;SPC TX C     - 3,166,330.    1,189,450.      MT  (+/- 180 meters Scaled)
 BY1658
 BY1658                          SUPERSEDED SURVEY CONTROL
 BY1658
 BY1658  NGVD 29 (??/??/92)   84.615  (m)          277.61   (f) ADJ UNCH    2 0
 BY1658
 BY1658.Superseded values are not recommended for survey control.
 BY1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1658.See file dsdata.txt to determine how the superseded data were derived.
 BY1658
 BY1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ898389(NAD 83)
 BY1658_MARKER: DB = BENCH MARK DISK
 BY1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1658_STAMPING: V 560 1948
 BY1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1658+STABILITY: SURFACE MOTION
 BY1658
 BY1658  HISTORY     - Date     Condition        Report By
 BY1658  HISTORY     - 1948     MONUMENTED       CGS
 BY1658  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1658
 BY1658                          STATION DESCRIPTION
 BY1658
 BY1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1658'5.1 MI W FROM GROVETON.
 BY1658'5.1 MILES WEST ALONG STATE HIGHWAY 94 FROM THE COURTHOUSE AT GROVETON,
 BY1658'129.2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 188.5 FEET
 BY1658'NORTHWEST OF THE WEST CORNER OF A FARMHOUSE, 26.5 FEET NORTHEAST OF
 BY1658'THE CENTER LINE OF A DRIVEWAY LEADING TO A FARMHOUSE, 18.0 FEET
 BY1658'SOUTHWEST OF A TELEPHONE POLE (NUMBER E 40868) AND IN LINE WITH THE
 BY1658'ROW OF POLES, 1.8 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP
 BY1658'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY1658
 BY1658                          STATION RECOVERY (1996)
 BY1658
 BY1658'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0367 ***********************************************************************
 FM0367  DESIGNATION -  V 561
 FM0367  PID         -  FM0367
 FM0367  STATE/COUNTY-  TX/RANDALL
 FM0367  USGS QUAD   -  BIVINS LAKE (1984)
 FM0367
 FM0367                         *CURRENT SURVEY CONTROL
 FM0367  ___________________________________________________________________
 FM0367* NAD 83(1986)-  35 07 02.     (N)    102 06 24.     (W)     SCALED    
 FM0367* NAVD 88     -      1155.672  (meters)    3791.57   (feet)  ADJUSTED  
 FM0367  ___________________________________________________________________
 FM0367  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 FM0367  DYNAMIC HT  -        1154.261 (meters)    3786.94  (feet)  COMP
 FM0367  MODELED GRAV-     979,374.1   (mgal)                       NAVD 88
 FM0367
 FM0367  VERT ORDER  -  SECOND    CLASS 0
 FM0367
 FM0367.The horizontal coordinates were scaled from a topographic map and have
 FM0367.an estimated accuracy of +/- 6 seconds.
 FM0367
 FM0367.The orthometric height was determined by differential leveling
 FM0367.and adjusted by the National Geodetic Survey in June 1991..
 FM0367
 FM0367.The geoid height was determined by GEOID03.
 FM0367
 FM0367.The dynamic height is computed by dividing the NAVD 88
 FM0367.geopotential number by the normal gravity value computed on the
 FM0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0367.degrees latitude (g = 980.6199 gals.).
 FM0367
 FM0367.The modeled gravity was interpolated from observed gravity values.
 FM0367
 FM0367;                    North         East    Units  Estimated Accuracy
 FM0367;SPC TX N     - 1,124,110.      144,700.      MT  (+/- 180 meters Scaled)
 FM0367
 FM0367                          SUPERSEDED SURVEY CONTROL
 FM0367
 FM0367  NGVD 29 (??/??/92) 1155.163  (m)         3789.90   (f) ADJ UNCH    2 0
 FM0367
 FM0367.Superseded values are not recommended for survey control.
 FM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0367.See file dsdata.txt to determine how the superseded data were derived.
 FM0367
 FM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU636898(NAD 83)
 FM0367_MARKER: DB = BENCH MARK DISK
 FM0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0367_STAMPING: V 561 1935
 FM0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0367+STABILITY: SURFACE MOTION
 FM0367
 FM0367  HISTORY     - Date     Condition        Report By
 FM0367  HISTORY     - 1935     MONUMENTED       CGS
 FM0367  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0367  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0367
 FM0367                          STATION DESCRIPTION
 FM0367
 FM0367'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FM0367'7.8 MI SW FROM BUSHLAND.
 FM0367'IN RANDALL COUNTY, 7.8 MILES SOUTHWEST OF BUSHLAND, POTTER COUNTY, 5.3
 FM0367'MILES SOUTH ALONG A GRADED ROAD FROM THE CHICAGO, ROCK ISLAND AND
 FM0367'PACIFIC RAILROAD STATION, 2.5 MILES WEST THROUGH A WIRE GATE TO A
 FM0367'SECTION CORNER AND TWO WIRE GATES, ON THE EAST SLOPE OF A HILL ABOVE A
 FM0367'DEEP VALLEY WITH A LAKE IN THE SOUTH END OF IT, 0.2 MILE WEST OF THE
 FM0367'CREEK FLOWING THROUGH THE VALLEY, 24 FEET NORTH OF THE CENTERLINE OF
 FM0367'THE TRAIL, AT THE JUNCTION OF AN EAST-AND-WEST FENCE AND A
 FM0367'NORTH-AND-SOUTH FENCE, 31 FEET NORTH OF THE FENCE CORNER, 2.7 FEET
 FM0367'WEST OF THE NORTH-AND-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE
 FM0367'POST.
 FM0367
 FM0367                          STATION RECOVERY (1980)
 FM0367
 FM0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0464 ***********************************************************************
 EN0464  DESIGNATION -  V 562
 EN0464  PID         -  EN0464
 EN0464  STATE/COUNTY-  TX/RANDALL
 EN0464  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0464
 EN0464                         *CURRENT SURVEY CONTROL
 EN0464  ___________________________________________________________________
 EN0464* NAD 83(1986)-  34 59 09.     (N)    101 43 17.     (W)     SCALED    
 EN0464* NAVD 88     -      1053.130  (meters)    3455.14   (feet)  ADJUSTED  
 EN0464  ___________________________________________________________________
 EN0464  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 EN0464  DYNAMIC HT  -        1051.862 (meters)    3450.98  (feet)  COMP
 EN0464  MODELED GRAV-     979,394.5   (mgal)                       NAVD 88
 EN0464
 EN0464  VERT ORDER  -  SECOND    CLASS 0
 EN0464
 EN0464.The horizontal coordinates were scaled from a topographic map and have
 EN0464.an estimated accuracy of +/- 6 seconds.
 EN0464
 EN0464.The orthometric height was determined by differential leveling
 EN0464.and adjusted by the National Geodetic Survey in June 1991..
 EN0464
 EN0464.The geoid height was determined by GEOID03.
 EN0464
 EN0464.The dynamic height is computed by dividing the NAVD 88
 EN0464.geopotential number by the normal gravity value computed on the
 EN0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0464.degrees latitude (g = 980.6199 gals.).
 EN0464
 EN0464.The modeled gravity was interpolated from observed gravity values.
 EN0464
 EN0464;                    North         East    Units  Estimated Accuracy
 EN0464;SPC TX N     - 1,109,390.      179,790.      MT  (+/- 180 meters Scaled)
 EN0464
 EN0464                          SUPERSEDED SURVEY CONTROL
 EN0464
 EN0464  NGVD 29 (??/??/92) 1052.661  (m)         3453.61   (f) ADJ UNCH    2 0
 EN0464
 EN0464.Superseded values are not recommended for survey control.
 EN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0464.See file dsdata.txt to determine how the superseded data were derived.
 EN0464
 EN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD515748(NAD 83)
 EN0464_MARKER: DB = BENCH MARK DISK
 EN0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0464_STAMPING: V 562 1935
 EN0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0464+STABILITY: SURFACE MOTION
 EN0464
 EN0464  HISTORY     - Date     Condition        Report By
 EN0464  HISTORY     - 1935     MONUMENTED       CGS
 EN0464  HISTORY     - 1956     GOOD             USGS
 EN0464
 EN0464                          STATION DESCRIPTION
 EN0464
 EN0464'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 EN0464'11.7 MI E FROM CANYON.
 EN0464'1.0 MILE WEST OF THE ENTRANCE TO PALO DURO STATE PARK.  11.7 MILES
 EN0464'EAST ALONG PALO DURO DRIVE (STATE HIGHWAY 217) FROM THE COUNTY
 EN0464'COURTHOUSE AT CANYON, RANDALL COUNTY, 0.2 MILE EAST OF A WINDMILL, 0.1
 EN0464'MILE EAST OF A CONCRETE CULVERT, 140 FEET NORTH OF THE NORTH EDGE OF
 EN0464'THE CANYON, 100 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT
 EN0464'FROM A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED V 562 1935
 EN0464'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1181 ***********************************************************************
 AY1181  DESIGNATION -  V 564
 AY1181  PID         -  AY1181
 AY1181  STATE/COUNTY-  TX/BANDERA
 AY1181  USGS QUAD   -  TARPLEY (1964)
 AY1181
 AY1181                         *CURRENT SURVEY CONTROL
 AY1181  ___________________________________________________________________
 AY1181* NAD 83(1986)-  29 40 50.     (N)    099 22 15.     (W)     SCALED    
 AY1181* NAVD 88     -       485.838  (meters)    1593.95   (feet)  ADJUSTED  
 AY1181  ___________________________________________________________________
 AY1181  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AY1181  DYNAMIC HT  -         485.118 (meters)    1591.59  (feet)  COMP
 AY1181  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 AY1181
 AY1181  VERT ORDER  -  SECOND    CLASS 0
 AY1181
 AY1181.The horizontal coordinates were scaled from a topographic map and have
 AY1181.an estimated accuracy of +/- 6 seconds.
 AY1181
 AY1181.The orthometric height was determined by differential leveling
 AY1181.and adjusted by the National Geodetic Survey in June 1991..
 AY1181
 AY1181.The geoid height was determined by GEOID03.
 AY1181
 AY1181.The dynamic height is computed by dividing the NAVD 88
 AY1181.geopotential number by the normal gravity value computed on the
 AY1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1181.degrees latitude (g = 980.6199 gals.).
 AY1181
 AY1181.The modeled gravity was interpolated from observed gravity values.
 AY1181
 AY1181;                    North         East    Units  Estimated Accuracy
 AY1181;SPC TXSC     - 4,204,780.      564,110.      MT  (+/- 180 meters Scaled)
 AY1181
 AY1181                          SUPERSEDED SURVEY CONTROL
 AY1181
 AY1181  NGVD 29 (??/??/92)  485.700  (m)         1593.50   (f) ADJ UNCH    2 0
 AY1181
 AY1181.Superseded values are not recommended for survey control.
 AY1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1181.See file dsdata.txt to determine how the superseded data were derived.
 AY1181
 AY1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT641834(NAD 83)
 AY1181_MARKER: DB = BENCH MARK DISK
 AY1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1181_STAMPING: V 564 1953
 AY1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1181+STABILITY: SURFACE MOTION
 AY1181
 AY1181  HISTORY     - Date     Condition        Report By
 AY1181  HISTORY     - 1953     MONUMENTED       CGS
 AY1181  HISTORY     - 19931201 GOOD             USPSQD
 AY1181
 AY1181                          STATION DESCRIPTION
 AY1181
 AY1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1181'6.85 MI SW FROM TARPLEY.
 AY1181'6.85 MILES SOUTHWEST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1181'TARPLEY, ON THE INSIDE OF A CURVE IN THE ROAD, 45 FEET EAST OF THE
 AY1181'CENTER LINE OF A PRIVATE ROAD, 106 FEET NORTHEAST OF A POWER LINE, 45
 AY1181'FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 2 FEET NORTH OF A
 AY1181'FENCE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY1181'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1181
 AY1181                          STATION RECOVERY (1993)
 AY1181
 AY1181'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0074 ***********************************************************************
 EO0074  DESIGNATION -  V 566
 EO0074  PID         -  EO0074
 EO0074  STATE/COUNTY-  TX/RANDALL
 EO0074  USGS QUAD   -  HAPPY HEREFORD RANCH (1984)
 EO0074
 EO0074                         *CURRENT SURVEY CONTROL
 EO0074  ___________________________________________________________________
 EO0074* NAD 83(1986)-  34 51 14.     (N)    102 06 55.     (W)     SCALED    
 EO0074* NAVD 88     -      1127.245  (meters)    3698.30   (feet)  ADJUSTED  
 EO0074  ___________________________________________________________________
 EO0074  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 EO0074  DYNAMIC HT  -        1125.845 (meters)    3693.71  (feet)  COMP
 EO0074  MODELED GRAV-     979,354.8   (mgal)                       NAVD 88
 EO0074
 EO0074  VERT ORDER  -  SECOND    CLASS 0
 EO0074
 EO0074.The horizontal coordinates were scaled from a topographic map and have
 EO0074.an estimated accuracy of +/- 6 seconds.
 EO0074
 EO0074.The orthometric height was determined by differential leveling
 EO0074.and adjusted by the National Geodetic Survey in June 1991..
 EO0074
 EO0074.The geoid height was determined by GEOID03.
 EO0074
 EO0074.The dynamic height is computed by dividing the NAVD 88
 EO0074.geopotential number by the normal gravity value computed on the
 EO0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0074.degrees latitude (g = 980.6199 gals.).
 EO0074
 EO0074.The modeled gravity was interpolated from observed gravity values.
 EO0074
 EO0074;                    North         East    Units  Estimated Accuracy
 EO0074;SPC TX N     - 1,094,900.      143,740.      MT  (+/- 180 meters Scaled)
 EO0074
 EO0074                          SUPERSEDED SURVEY CONTROL
 EO0074
 EO0074  NGVD 29 (??/??/92) 1126.724  (m)         3696.59   (f) ADJ UNCH    2 0
 EO0074
 EO0074.Superseded values are not recommended for survey control.
 EO0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0074.See file dsdata.txt to determine how the superseded data were derived.
 EO0074
 EO0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU637606(NAD 83)
 EO0074_MARKER: DB = BENCH MARK DISK
 EO0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0074_STAMPING: V-566 1935
 EO0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0074+STABILITY: SURFACE MOTION
 EO0074
 EO0074  HISTORY     - Date     Condition        Report By
 EO0074  HISTORY     - 1935     MONUMENTED       CGS
 EO0074  HISTORY     - 1961     MARK NOT FOUND   USGS
 EO0074
 EO0074                          STATION DESCRIPTION
 EO0074
 EO0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0074'7.32 MI SW FROM UMBARGER.
 EO0074'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM POST OFFICE GO 0.7 MILES
 EO0074'SOUTHWEST ALONG STATE HIGHWAY NUMBER 33, AND THEN 6.62 MILES SOUTH ON
 EO0074'GRADED ROAD.  THE BENCH MARK IS LOCATED AT THE SOUTHEAST OF A DESERTED
 EO0074'BUILDING.  ABOUT 111.0 FEET SOUTHEAST OF A DESERTED SMALL BUILDING,
 EO0074'42.0 FEET SOUTH OF LINE FENCE RUNNING WEST, 29.8 FEET WEST OF CENTER
 EO0074'LINE OF GRADED ROAD, 23.7 FEET SOUTH OF SOUTH END OF FIELD ENTRANCE,
 EO0074'AND 3.6 FEET WEST OF RIGHT OF WAY FENCE.  NOTE-- ROAD CONSTR. IN AREA.
 EO0074
 EO0074                          STATION RECOVERY (1961)
 EO0074
 EO0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0511 ***********************************************************************
 EN0511  DESIGNATION -  V 567
 EN0511  PID         -  EN0511
 EN0511  STATE/COUNTY-  TX/RANDALL
 EN0511  USGS QUAD   -  CANYON SE (1984)
 EN0511
 EN0511                         *CURRENT SURVEY CONTROL
 EN0511  ___________________________________________________________________
 EN0511* NAD 83(1986)-  34 52 29.     (N)    101 50 52.     (W)     SCALED    
 EN0511* NAVD 88     -      1112.318  (meters)    3649.33   (feet)  ADJUSTED  
 EN0511  ___________________________________________________________________
 EN0511  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EN0511  DYNAMIC HT  -        1110.950 (meters)    3644.84  (feet)  COMP
 EN0511  MODELED GRAV-     979,367.2   (mgal)                       NAVD 88
 EN0511
 EN0511  VERT ORDER  -  SECOND    CLASS 0
 EN0511
 EN0511.The horizontal coordinates were scaled from a topographic map and have
 EN0511.an estimated accuracy of +/- 6 seconds.
 EN0511
 EN0511.The orthometric height was determined by differential leveling
 EN0511.and adjusted by the National Geodetic Survey in June 1991..
 EN0511
 EN0511.The geoid height was determined by GEOID03.
 EN0511
 EN0511.The dynamic height is computed by dividing the NAVD 88
 EN0511.geopotential number by the normal gravity value computed on the
 EN0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0511.degrees latitude (g = 980.6199 gals.).
 EN0511
 EN0511.The modeled gravity was interpolated from observed gravity values.
 EN0511
 EN0511;                    North         East    Units  Estimated Accuracy
 EN0511;SPC TX N     - 1,097,100.      168,210.      MT  (+/- 180 meters Scaled)
 EN0511
 EN0511                          SUPERSEDED SURVEY CONTROL
 EN0511
 EN0511  NGVD 29 (??/??/92) 1111.838  (m)         3647.76   (f) ADJ UNCH    2 0
 EN0511
 EN0511.Superseded values are not recommended for survey control.
 EN0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0511.See file dsdata.txt to determine how the superseded data were derived.
 EN0511
 EN0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD397628(NAD 83)
 EN0511_MARKER: DB = BENCH MARK DISK
 EN0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0511_STAMPING: V 567 1935
 EN0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0511+STABILITY: SURFACE MOTION
 EN0511
 EN0511  HISTORY     - Date     Condition        Report By
 EN0511  HISTORY     - 1935     MONUMENTED       CGS
 EN0511  HISTORY     - 1958     GOOD             NGS
 EN0511
 EN0511                          STATION DESCRIPTION
 EN0511
 EN0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0511'11.8 MI SE FROM CANYON.
 EN0511'THIS MARK WAS RECOVERED IN GOOD CONDITION. IT
 EN0511'IS ABOUT 4.6 MILES EAST ALONG STATE HIGHWAY NO. 217 FROM THE COUNTY
 EN0511'COURT HOUSE IN CANYON AND THEN SOUTH ALONG F.M. HIGHWAY 1541, 7.2
 EN0511'MILES.  IT IS ABOUT 0.3 MILE NORTH OF A SMALL DIVIDE AND A CURVE IN
 EN0511'THE HIGHWAY, 25 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND 18 INCHES
 EN0511'SOUTH OF A FENCE WEST AND A GATE IT IS ABOUT 0.3 MILE NORTH OF A FARM
 EN0511'HOUSE.  A STANDARD DISK STAMPED V 567 1935 IN A CONCRETE POST
 EN0511'PROJECTING ABOUT 4 INCHES.  NOTE-- THIS MARK IS 9.4 MILES NORTH OF
 EN0511'HAPPY, SWISHER COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0944 ***********************************************************************
 EN0944  DESIGNATION -  V 567 RESET
 EN0944  PID         -  EN0944
 EN0944  STATE/COUNTY-  TX/RANDALL
 EN0944  USGS QUAD   -  CANYON SE (1984)
 EN0944
 EN0944                         *CURRENT SURVEY CONTROL
 EN0944  ___________________________________________________________________
 EN0944* NAD 83(1986)-  34 52 29.     (N)    101 50 52.     (W)     SCALED    
 EN0944* NAVD 88     -      1112.24   (meters)    3649.1    (feet)  RESET     
 EN0944  ___________________________________________________________________
 EN0944  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EN0944
 EN0944  VERT ORDER  -  THIRD
 EN0944
 EN0944.The horizontal coordinates were scaled from a topographic map and have
 EN0944.an estimated accuracy of +/- 6 seconds.
 EN0944
 EN0944.The orthometric height was computed from unverified reset data.
 EN0944
 EN0944.The geoid height was determined by GEOID03.
 EN0944
 EN0944;                    North         East    Units  Estimated Accuracy
 EN0944;SPC TX N     - 1,097,100.      168,210.      MT  (+/- 180 meters Scaled)
 EN0944
 EN0944                          SUPERSEDED SURVEY CONTROL
 EN0944
 EN0944  NGVD 29 (01/29/03) 1111.76   (m)         3647.5    (f) RESET       3  
 EN0944
 EN0944.Superseded values are not recommended for survey control.
 EN0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0944.See file dsdata.txt to determine how the superseded data were derived.
 EN0944
 EN0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD397628(NAD 83)
 EN0944_MARKER: DV = VERTICAL CONTROL DISK
 EN0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0944_SP_SET: CONCRETE POST
 EN0944_STAMPING: V 567 RESET 1980
 EN0944_MARK LOGO: NGS   
 EN0944_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0944+STABILITY: SURFACE MOTION
 EN0944
 EN0944  HISTORY     - Date     Condition        Report By
 EN0944  HISTORY     - 1980     MONUMENTED       TXHD
 EN0944
 EN0944                          STATION DESCRIPTION
 EN0944
 EN0944'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1980
 EN0944'9.4 MILES (15.1 KM) NORTH OF HAPPY-SWISHER COUNTY, MARK MAYBE REACHED
 EN0944'FROM THE POST OFFICE BY GOING 0.5 MILES (0.8 KM) EAST ALONG A CITY
 EN0944'STREET, THENCE ALONG INTERSTATE HIGHWAY 27, 9.1 MILES, ABOUT 0.3
 EN0944'MILES (0.5 KM) NORTH OF PLAYA LAKE, IN THE EAST RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0232 ***********************************************************************
 EN0232  DESIGNATION -  V 568 RESET 1957
 EN0232  PID         -  EN0232
 EN0232  STATE/COUNTY-  TX/ARMSTRONG
 EN0232  USGS QUAD   -  LUTTRELL SPRINGS NE (1963)
 EN0232
 EN0232                         *CURRENT SURVEY CONTROL
 EN0232  ___________________________________________________________________
 EN0232* NAD 83(1986)-  34 54 19.     (N)    101 21 39.     (W)     SCALED    
 EN0232* NAVD 88     -      1029.03   (meters)    3376.1    (feet)  RESET     
 EN0232  ___________________________________________________________________
 EN0232  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EN0232
 EN0232  VERT ORDER  -  THIRD
 EN0232
 EN0232.The horizontal coordinates were scaled from a topographic map and have
 EN0232.an estimated accuracy of +/- 6 seconds.
 EN0232
 EN0232.The orthometric height was computed from unverified reset data.
 EN0232
 EN0232.The geoid height was determined by GEOID03.
 EN0232
 EN0232;                    North         East    Units  Estimated Accuracy
 EN0232;SPC TX N     - 1,100,440.      212,720.      MT  (+/- 180 meters Scaled)
 EN0232
 EN0232                          SUPERSEDED SURVEY CONTROL
 EN0232
 EN0232.No superseded survey control is available for this station.
 EN0232
 EN0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD843650(NAD 83)
 EN0232_MARKER: DB = BENCH MARK DISK
 EN0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0232_STAMPING: V 568 RESET 1957
 EN0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0232+STABILITY: SURFACE MOTION
 EN0232
 EN0232  HISTORY     - Date     Condition        Report By
 EN0232  HISTORY     - 1957     MONUMENTED       CGS
 EN0232
 EN0232                          STATION DESCRIPTION
 EN0232
 EN0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EN0232'13.5 MI S FROM CLAUDE.
 EN0232'ABOUT 13.5 MILES SOUTH OF CLAUDE ALONG F.M. HIGHWAY NO. 284 FROM THE
 EN0232'JUNCTION OF 284 WITH 287, ABOUT 0.2 MILE SOUTH OF A FARM LANE LEADING
 EN0232'EAST ABOUT 1/4 MILE TO A FARM HOUSE, ABOUT 125 YARDS NORTHEAST OF A
 EN0232'BOARD GATE IN THE WEST RIGHT-OF-WAY FENCE AND NEAR THE NORTH END OF A
 EN0232'HIGHWAY CURVE TO THE SOUTHWEST INTO THE PALO DURO CANYON.  IT IS IN
 EN0232'THE EAST RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY 2.3 FEET NORTH OF
 EN0232'HIGHWAY SURVEY STATION NO. 678, A STANDARD DISK STAMPED V 568 RESET
 EN0232'1957 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0559 ***********************************************************************
 EN0559  DESIGNATION -  V 569
 EN0559  PID         -  EN0559
 EN0559  STATE/COUNTY-  TX/SWISHER
 EN0559  USGS QUAD   -  TULE LAKE NW (1969)
 EN0559
 EN0559                         *CURRENT SURVEY CONTROL
 EN0559  ___________________________________________________________________
 EN0559* NAD 83(1986)-  34 43 12.     (N)    101 44 28.     (W)     SCALED    
 EN0559* NAVD 88     -      1074.464  (meters)    3525.14   (feet)  ADJUSTED  
 EN0559  ___________________________________________________________________
 EN0559  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EN0559  DYNAMIC HT  -        1073.138 (meters)    3520.79  (feet)  COMP
 EN0559  MODELED GRAV-     979,364.3   (mgal)                       NAVD 88
 EN0559
 EN0559  VERT ORDER  -  SECOND    CLASS 0
 EN0559
 EN0559.The horizontal coordinates were scaled from a topographic map and have
 EN0559.an estimated accuracy of +/- 6 seconds.
 EN0559
 EN0559.The orthometric height was determined by differential leveling
 EN0559.and adjusted by the National Geodetic Survey in June 1991..
 EN0559
 EN0559.The geoid height was determined by GEOID03.
 EN0559
 EN0559.The dynamic height is computed by dividing the NAVD 88
 EN0559.geopotential number by the normal gravity value computed on the
 EN0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0559.degrees latitude (g = 980.6199 gals.).
 EN0559
 EN0559.The modeled gravity was interpolated from observed gravity values.
 EN0559
 EN0559;                    North         East    Units  Estimated Accuracy
 EN0559;SPC TX N     - 1,079,900.      177,920.      MT  (+/- 180 meters Scaled)
 EN0559
 EN0559                          SUPERSEDED SURVEY CONTROL
 EN0559
 EN0559  NGVD 29 (??/??/92) 1074.024  (m)         3523.69   (f) ADJ UNCH    2 0
 EN0559
 EN0559.Superseded values are not recommended for survey control.
 EN0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0559.See file dsdata.txt to determine how the superseded data were derived.
 EN0559
 EN0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD489454(NAD 83)
 EN0559_MARKER: DB = BENCH MARK DISK
 EN0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0559_STAMPING: V 569 1935
 EN0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0559+STABILITY: SURFACE MOTION
 EN0559
 EN0559  HISTORY     - Date     Condition        Report By
 EN0559  HISTORY     - 1935     MONUMENTED       CGS
 EN0559  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0559
 EN0559                          STATION DESCRIPTION
 EN0559
 EN0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0559'7.9 MI E FROM HAPPY.
 EN0559'7.9 MILES EAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0559'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0559'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 2.9 MILES
 EN0559'EAST.  IT IS 0.2 MILE SOUTH OF THE A.O. FORTENBURRY RANCH HOUSE, NEAR
 EN0559'THE INTERSECTION OF GRADED ROADS, 145 FEET NORTHWEST OF THE CENTER OF
 EN0559'THE INTERSECTION, 138 FEET WEST OF THE CENTERLINE OF THE
 EN0559'NORTH-AND-SOUTH ROAD, AND 32 FEET NORTH OF THE CENTERLINE OF THE
 EN0559'EAST-AND-WEST. ROAD.  A STANDARD DISK, STAMPED V 569 1935 AND SET IN
 EN0559'THE TOP OF A CONCRETE POST.
 EN0559
 EN0559                          STATION RECOVERY (1968)
 EN0559
 EN0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0475 ***********************************************************************
 AV0475  DESIGNATION -  V 57
 AV0475  PID         -  AV0475
 AV0475  STATE/COUNTY-  TX/JEFFERSON
 AV0475  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0475
 AV0475                         *CURRENT SURVEY CONTROL
 AV0475  ___________________________________________________________________
 AV0475* NAD 83(1986)-  29 51 06.     (N)    093 58 22.     (W)     SCALED    
 AV0475* NAVD 88     -         2.95   (+/-2cm)       9.7    (feet)  VERTCON   
 AV0475  ___________________________________________________________________
 AV0475  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AV0475
 AV0475  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0475
 AV0475.The horizontal coordinates were scaled from a topographic map and have
 AV0475.an estimated accuracy of +/- 6 seconds.
 AV0475
 AV0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0475.The vertical order pertains to the NGVD 29 superseded value.
 AV0475
 AV0475.The geoid height was determined by GEOID03.
 AV0475
 AV0475;                    North         East    Units  Estimated Accuracy
 AV0475;SPC TXSC     - 4,234,130.    1,085,580.      MT  (+/- 180 meters Scaled)
 AV0475
 AV0475                          SUPERSEDED SURVEY CONTROL
 AV0475
 AV0475  NGVD 29 (??/??/??)    2.936  (m)            9.63   (f) ADJUSTED    1 2
 AV0475
 AV0475.Superseded values are not recommended for survey control.
 AV0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0475.See file dsdata.txt to determine how the superseded data were derived.
 AV0475
 AV0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP060027(NAD 83)
 AV0475_MARKER: DB = BENCH MARK DISK
 AV0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0475_SP_SET: BRIDGE
 AV0475_STAMPING: V 57 1918 ELEV 10.068 FT 9.947
 AV0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0475+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 AV0475
 AV0475  HISTORY     - Date     Condition        Report By
 AV0475  HISTORY     - 1918     MONUMENTED       CGS
 AV0475  HISTORY     - 1959     GOOD             CGS
 AV0475  HISTORY     - 1984     GOOD             USPSQD
 AV0475  HISTORY     - 1987     GOOD             USPSQD
 AV0475  HISTORY     - 1988     POOR             USPSQD
 AV0475  HISTORY     - 1989     GOOD             USPSQD
 AV0475  HISTORY     - 1989     GOOD             USPSQD
 AV0475  HISTORY     - 1989     GOOD             USPSQD
 AV0475  HISTORY     - 1990     POOR             USPSQD
 AV0475  HISTORY     - 19930202 GOOD             USPSQD
 AV0475  HISTORY     - 19940419 GOOD             USPSQD
 AV0475  HISTORY     - 20001231 GOOD             NGS
 AV0475  HISTORY     - 20010331 GOOD             NGS
 AV0475  HISTORY     - 20020727 GOOD             USPSQD
 AV0475  HISTORY     - 20040309 GOOD             USPSQD
 AV0475  HISTORY     - 20050531 GOOD             JCLS
 AV0475
 AV0475                          STATION DESCRIPTION
 AV0475
 AV0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0475'IN WEST PORT ARTHUR.
 AV0475'AT WEST PORT ARTHUR, 9 RAILS SOUTH OF THE TEXAS AND NEW ORLEANS
 AV0475'RAILROAD STATION, 6 FEET EAST OF THE EAST RAIL, IN THE TOP OF THE
 AV0475'CONCRETE RETAINING WALL AT THE NORTH END OF THE BRIDGE OVER TAYLORS
 AV0475'BAYOU, AND ABOUT LEVEL WITH THE TRACKS.
 AV0475
 AV0475                          STATION RECOVERY (1984)
 AV0475
 AV0475'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0475'THE TEXAS AND NEW ORLEANS RAILROAD IS NOW THE SOUTHERN PACIFC. NO
 AV0475'RAILROAD STATION IS NOW. AT THE SOUTHERN PACIFIC RAILROAD BRIDGE OVER
 AV0475'TAYLOR BAYOU IMMEDIATELY NORTHEAST OF THE STATE HIGHWAY 87, BRIDGE
 AV0475'OVER TAYLORS BAYOU, SIX FEET EAST OF THE EAST RAIL IN THE TOP OF THE
 AV0475'CONCRETE RETAING WALL AT THE NORTH END OF THE BRIDGE ECT. THE MARK IS
 AV0475'NOW ABOUT 1 FT. BELOW THE TOP OF THE TRACK.
 AV0475
 AV0475                          STATION RECOVERY (1987)
 AV0475
 AV0475'RECOVERY NOTE BY US POWER SQUADRON 1987 (DIL)
 AV0475'RECOVERED IN GOOD CONDITION.
 AV0475
 AV0475                          STATION RECOVERY (1988)
 AV0475
 AV0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBW)
 AV0475'MARK RECOVERED IN POOR CONDITION.
 AV0475
 AV0475                          STATION RECOVERY (1989)
 AV0475
 AV0475'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0475'RECOVERED IN GOOD CONDITION.
 AV0475
 AV0475                          STATION RECOVERY (1989)
 AV0475
 AV0475'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0475'RECOVERED IN GOOD CONDITION.
 AV0475
 AV0475                          STATION RECOVERY (1989)
 AV0475
 AV0475'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0475'RECOVERED IN GOOD CONDITION.
 AV0475
 AV0475                          STATION RECOVERY (1990)
 AV0475
 AV0475'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0475'MARK RECOVERED IN POOR CONDITION.
 AV0475
 AV0475                          STATION RECOVERY (1993)
 AV0475
 AV0475'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0475'RECOVERED IN GOOD CONDITION.
 AV0475
 AV0475                          STATION RECOVERY (1994)
 AV0475
 AV0475'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0475'RECOVERED IN GOOD CONDITION.
 AV0475
 AV0475                          STATION RECOVERY (2000)
 AV0475
 AV0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0475'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0475
 AV0475                          STATION RECOVERY (2001)
 AV0475
 AV0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0475'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0475
 AV0475                          STATION RECOVERY (2002)
 AV0475
 AV0475'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0475'RECOVERED IN GOOD CONDITION.
 AV0475
 AV0475                          STATION RECOVERY (2004)
 AV0475
 AV0475'RECOVERY NOTE BY US POWER SQUADRON 2004 (WAF)
 AV0475'RECOVERED IN GOOD CONDITION.
 AV0475
 AV0475                          STATION RECOVERY (2005)
 AV0475
 AV0475'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AV0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0354 ***********************************************************************
 AM0354  DESIGNATION -  V 571
 AM0354  PID         -  AM0354
 AM0354  STATE/COUNTY-  TX/MATAGORDA
 AM0354  USGS QUAD   -  CEDAR LANE (1972)
 AM0354
 AM0354                         *CURRENT SURVEY CONTROL
 AM0354  ___________________________________________________________________
 AM0354* NAD 83(1986)-  28 53 38.     (N)    095 40 23.     (W)     SCALED    
 AM0354* NAVD 88     -         5.52   (+/-2cm)      18.1    (feet)  VERTCON   
 AM0354  ___________________________________________________________________
 AM0354  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AM0354
 AM0354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0354
 AM0354.The horizontal coordinates were scaled from a topographic map and have
 AM0354.an estimated accuracy of +/- 6 seconds.
 AM0354
 AM0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0354.The vertical order pertains to the NGVD 29 superseded value.
 AM0354
 AM0354.The geoid height was determined by GEOID03.
 AM0354
 AM0354;                    North         East    Units  Estimated Accuracy
 AM0354;SPC TXSC     - 4,122,150.      924,430.      MT  (+/- 180 meters Scaled)
 AM0354
 AM0354                          SUPERSEDED SURVEY CONTROL
 AM0354
 AM0354  NGVD 29 (??/??/92)    5.554  (m)           18.22   (f) ADJ UNCH    2 0
 AM0354
 AM0354.Superseded values are not recommended for survey control.
 AM0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0354.See file dsdata.txt to determine how the superseded data were derived.
 AM0354
 AM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM393991(NAD 83)
 AM0354_MARKER: DB = BENCH MARK DISK
 AM0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0354_STAMPING: V 571 1941
 AM0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0354+STABILITY: SURFACE MOTION
 AM0354
 AM0354  HISTORY     - Date     Condition        Report By
 AM0354  HISTORY     - 1941     MONUMENTED       CGS
 AM0354  HISTORY     - 1961     GOOD             NGS
 AM0354  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0354
 AM0354                          STATION DESCRIPTION
 AM0354
 AM0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0354'3.9 MI NW FROM SARGENT.
 AM0354'3.9 MILES NORTHWEST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0354'OFFICE AT SARGENT, MATAGORDA COUNTY, 0.45 MILE NORTHWEST OF A ROAD
 AM0354'JUNCTION AT HAWKINSVILLE, 0.4 MILE NORTH OF A DRIVEWAY TO A COTTON GIN
 AM0354'ON THE WEST SIDE OF THE ROAD, ON THE OUTSIDE OF AN S-ROAD CURVE, 54
 AM0354'FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF THE FENCE POST
 AM0354'AT AN ANGLE IN THE FENCE, 3.5 FEET WEST OF A WHITE WOODEN WITNESS
 AM0354'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED V 571 1941
 AM0354'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AM0354'GROUND.  NOTE-- NOW IS ALONG F.M. ROAD 457.
 AM0354
 AM0354                          STATION RECOVERY (1961)
 AM0354
 AM0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AM0354'RECOVERED IN GOOD CONDITION.
 AM0354
 AM0354                          STATION RECOVERY (1996)
 AM0354
 AM0354'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0391 ***********************************************************************
 AM0391  DESIGNATION -  V 572
 AM0391  PID         -  AM0391
 AM0391  STATE/COUNTY-  TX/MATAGORDA
 AM0391  USGS QUAD   -  BAY CITY NE (1972)
 AM0391
 AM0391                         *CURRENT SURVEY CONTROL
 AM0391  ___________________________________________________________________
 AM0391* NAD 83(1986)-  28 53 52.     (N)    095 47 26.     (W)     SCALED    
 AM0391* NAVD 88     -         5.62   (+/-2cm)      18.4    (feet)  VERTCON   
 AM0391  ___________________________________________________________________
 AM0391  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0391
 AM0391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0391
 AM0391.The horizontal coordinates were scaled from a topographic map and have
 AM0391.an estimated accuracy of +/- 6 seconds.
 AM0391
 AM0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0391.The vertical order pertains to the NGVD 29 superseded value.
 AM0391
 AM0391.The geoid height was determined by GEOID03.
 AM0391
 AM0391;                    North         East    Units  Estimated Accuracy
 AM0391;SPC TXSC     - 4,122,260.      912,960.      MT  (+/- 180 meters Scaled)
 AM0391
 AM0391                          SUPERSEDED SURVEY CONTROL
 AM0391
 AM0391  NGVD 29 (??/??/92)    5.651  (m)           18.54   (f) ADJ UNCH    2 0
 AM0391
 AM0391.Superseded values are not recommended for survey control.
 AM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0391.See file dsdata.txt to determine how the superseded data were derived.
 AM0391
 AM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM278998(NAD 83)
 AM0391_MARKER: DB = BENCH MARK DISK
 AM0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0391_STAMPING: V 572 1941
 AM0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0391+STABILITY: SURFACE MOTION
 AM0391
 AM0391  HISTORY     - Date     Condition        Report By
 AM0391  HISTORY     - 1941     MONUMENTED       CGS
 AM0391  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0391
 AM0391                          STATION DESCRIPTION
 AM0391
 AM0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0391'0.4 MI SE FROM CEDAR LANE.
 AM0391'0.4 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0391'OFFICE AT CEDAR LANE, THENCE 5.85 MILES SOUTHWEST ALONG THE WADSWORTH
 AM0391'ROAD, 0.8 MILE NORTHEAST OF VINE GROVE SCHOOL, 137 FEET EAST OF A
 AM0391'SMALL CULVERT, 97 FEET NORTHWEST OF A WOODEN GATE IN THE ROAD TO A
 AM0391'SHACK, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6.4 FEET SOUTHEAST
 AM0391'OF A T-FENCE CORNER, 1.7 FEET SOUTH OF THE FENCE, 2.6 FEET WEST OF A
 AM0391'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD. A
 AM0391'STANDARD DISK, STAMPED V 572 1941 AND SET IN THE TOP OF A CONCRETE
 AM0391'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AM0391
 AM0391                          STATION RECOVERY (1996)
 AM0391
 AM0391'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0228 ***********************************************************************
 AM0228  DESIGNATION -  V 573
 AM0228  PID         -  AM0228
 AM0228  STATE/COUNTY-  TX/BRAZORIA
 AM0228  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0228
 AM0228                         *CURRENT SURVEY CONTROL
 AM0228  ___________________________________________________________________
 AM0228* NAD 83(1986)-  28 56 41.     (N)    095 34 20.     (W)     SCALED    
 AM0228* NAVD 88     -         4.33   (+/-2cm)      14.2    (feet)  VERTCON   
 AM0228  ___________________________________________________________________
 AM0228  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AM0228
 AM0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0228
 AM0228.The horizontal coordinates were scaled from a topographic map and have
 AM0228.an estimated accuracy of +/- 6 seconds.
 AM0228
 AM0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0228.The vertical order pertains to the NGVD 29 superseded value.
 AM0228
 AM0228.The geoid height was determined by GEOID03.
 AM0228
 AM0228;                    North         East    Units  Estimated Accuracy
 AM0228;SPC TXSC     - 4,128,070.      934,090.      MT  (+/- 180 meters Scaled)
 AM0228
 AM0228                          SUPERSEDED SURVEY CONTROL
 AM0228
 AM0228  NGVD 29 (??/??/92)    4.36   (m)           14.3    (f) COMPUTED    2 0
 AM0228
 AM0228.Superseded values are not recommended for survey control.
 AM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0228.See file dsdata.txt to determine how the superseded data were derived.
 AM0228
 AM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN492045(NAD 83)
 AM0228_MARKER: DB = BENCH MARK DISK
 AM0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0228_STAMPING: V 573 1941
 AM0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0228+STABILITY: SURFACE MOTION
 AM0228
 AM0228  HISTORY     - Date     Condition        Report By
 AM0228  HISTORY     - 1941     MONUMENTED       CGS
 AM0228  HISTORY     - 1952     POOR             USGS
 AM0228  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0228
 AM0228                          STATION DESCRIPTION
 AM0228
 AM0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0228'5.7 MI E FROM CEDAR LAKE.
 AM0228'TO REACH FROM THE POST OFFICE AT CEDAR LAKE-- PROCEED 4.9 MILES
 AM0228'EASTERLY ALONG COUNTY ROAD TO THE INTERSECTION OF ROAD LEADING SOUTH.
 AM0228'THENCE, GO 0.8 MILE SOUTHERLY ALONG DIRT ROAD TO THE SITE OF THE BENCH
 AM0228'MARK.  BENCH MARK IS ABOUT 0.5 MILE EAST OF A CURVE, ON THE OUTSIDE OF
 AM0228'A CURVE AND 31.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AM0228'CENTERLINE OF THE ROAD.  IT IS 4.0 FEET NORTH OF POWER LINE POLE, 3.0
 AM0228'FEET NORTH OF FENCE AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AM0228'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AM0228
 AM0228                          STATION RECOVERY (1952)
 AM0228
 AM0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AM0228'MARK RECOVERED IN POOR CONDITION.
 AM0228
 AM0228                          STATION RECOVERY (2003)
 AM0228
 AM0228'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0229 ***********************************************************************
 AM0229  DESIGNATION -  V 573 RESET 1957
 AM0229  PID         -  AM0229
 AM0229  STATE/COUNTY-  TX/BRAZORIA
 AM0229  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0229
 AM0229                         *CURRENT SURVEY CONTROL
 AM0229  ___________________________________________________________________
 AM0229* NAD 83(1986)-  28 56 41.     (N)    095 34 20.     (W)     SCALED    
 AM0229* NAVD 88     -         4.29   (+/-2cm)      14.1    (feet)  VERTCON   
 AM0229  ___________________________________________________________________
 AM0229  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AM0229
 AM0229  VERT ORDER  -  THIRD (See Below)
 AM0229
 AM0229.The horizontal coordinates were scaled from a topographic map and have
 AM0229.an estimated accuracy of +/- 6 seconds.
 AM0229
 AM0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0229.The vertical order pertains to the NGVD 29 superseded value.
 AM0229
 AM0229.The geoid height was determined by GEOID03.
 AM0229
 AM0229;                    North         East    Units  Estimated Accuracy
 AM0229;SPC TXSC     - 4,128,070.      934,090.      MT  (+/- 180 meters Scaled)
 AM0229
 AM0229                          SUPERSEDED SURVEY CONTROL
 AM0229
 AM0229  NGVD 29 (??/??/??)    4.32   (m)           14.2    (f) RESET       3  
 AM0229
 AM0229.Superseded values are not recommended for survey control.
 AM0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0229.See file dsdata.txt to determine how the superseded data were derived.
 AM0229
 AM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN492045(NAD 83)
 AM0229_MARKER: DB = BENCH MARK DISK
 AM0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0229_STAMPING: V 573 RESET 1957
 AM0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0229+STABILITY: SURFACE MOTION
 AM0229
 AM0229  HISTORY     - Date     Condition        Report By
 AM0229  HISTORY     - 1957     MONUMENTED       LOCENG
 AM0229
 AM0229                          STATION DESCRIPTION
 AM0229
 AM0229'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 AM0229'5.8 MI NE FROM CEDAR LAKE.
 AM0229'IN BRAZORIA COUNTY, 4.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE
 AM0229'POST OFFICE AT CEDAR LAKE, MATAGORDA COUNTY, THENCE 0.9 MILE SOUTHEAST
 AM0229'ALONG ANOTHER COUNTY ROAD.  0.35 MILE NORTHEAST OF A CURVE IN THE
 AM0229'ROAD, AT THE INTERSECTION OF THE SOUTHEAST RIGHT-OF-WAY LINE OF ONE
 AM0229'COUNTY ROAD AND THE SOUTHWEST RIGHT-OF-WAY LINE OF ANOTHER COUNTY
 AM0229'ROAD, 52 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 AM0229'SOUTHEAST OF A FENCE, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0517 ***********************************************************************
 AX0517  DESIGNATION -  V 574
 AX0517  PID         -  AX0517
 AX0517  STATE/COUNTY-  TX/WHARTON
 AX0517  USGS QUAD   -  LANE CITY SE (1980)
 AX0517
 AX0517                         *CURRENT SURVEY CONTROL
 AX0517  ___________________________________________________________________
 AX0517* NAD 83(1986)-  29 06 29.     (N)    096 07 23.     (W)     SCALED    
 AX0517* NAVD 88     -        23.14   (+/-2cm)      75.9    (feet)  VERTCON   
 AX0517  ___________________________________________________________________
 AX0517  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0517
 AX0517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0517
 AX0517.The horizontal coordinates were scaled from a topographic map and have
 AX0517.an estimated accuracy of +/- 6 seconds.
 AX0517
 AX0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0517.The vertical order pertains to the NGVD 29 superseded value.
 AX0517
 AX0517.The geoid height was determined by GEOID03.
 AX0517
 AX0517;                    North         East    Units  Estimated Accuracy
 AX0517;SPC TXSC     - 4,144,720.      879,970.      MT  (+/- 180 meters Scaled)
 AX0517
 AX0517                          SUPERSEDED SURVEY CONTROL
 AX0517
 AX0517  NGVD 29 (??/??/92)   23.155  (m)           75.97   (f) ADJ UNCH    2 0
 AX0517
 AX0517.Superseded values are not recommended for survey control.
 AX0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0517.See file dsdata.txt to determine how the superseded data were derived.
 AX0517
 AX0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT799233(NAD 83)
 AX0517_MARKER: DB = BENCH MARK DISK
 AX0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0517_STAMPING: V 574 1941
 AX0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0517+STABILITY: SURFACE MOTION
 AX0517
 AX0517  HISTORY     - Date     Condition        Report By
 AX0517  HISTORY     - 1941     MONUMENTED       CGS
 AX0517  HISTORY     - 1943     GOOD             NGS
 AX0517
 AX0517                          STATION DESCRIPTION
 AX0517
 AX0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0517'10.9 MI SE FROM PIERCE.
 AX0517'BENCH MARK IS ABOUT 10.9 MILES SOUTHEAST OF PIERCE, ALONG THE
 AX0517'PIERCE-MARKHAM GRAVELED ROAD.  IT FRAME SCHOOLHOUSE, AT THE
 AX0517'INTERSECTION OF A CROSSROAD AND 30.0 FEET NORTHEAST OF THE CENEERLINE
 AX0517'OF THE ROAD.  IT IS 30.0 FEET NORTH OF THE CENTERLINE OF THE
 AX0517'CROSSROAD, 5.0 FEET NORTH OF A TELEPHORNE POLE AND 3.0 FEET SOUTH OF A
 AX0517'4X4-INCH WOODEN MARKER POST.  A DISK SET IN CONCRETE POST PROJECTING
 AX0517'ABOUT 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0310 ***********************************************************************
 AN0310  DESIGNATION -  V 575
 AN0310  PID         -  AN0310
 AN0310  STATE/COUNTY-  TX/MATAGORDA
 AN0310  USGS QUAD   -  MIDFIELD (1995)
 AN0310
 AN0310                         *CURRENT SURVEY CONTROL
 AN0310  ___________________________________________________________________
 AN0310* NAD 83(1986)-  28 57 01.     (N)    096 12 30.     (W)     SCALED    
 AN0310* NAVD 88     -        16.09   (+/-2cm)      52.8    (feet)  VERTCON   
 AN0310  ___________________________________________________________________
 AN0310  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN0310
 AN0310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0310
 AN0310.The horizontal coordinates were scaled from a topographic map and have
 AN0310.an estimated accuracy of +/- 6 seconds.
 AN0310
 AN0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0310.The vertical order pertains to the NGVD 29 superseded value.
 AN0310
 AN0310.The geoid height was determined by GEOID03.
 AN0310
 AN0310;                    North         East    Units  Estimated Accuracy
 AN0310;SPC TXSC     - 4,127,040.      872,090.      MT  (+/- 180 meters Scaled)
 AN0310
 AN0310                          SUPERSEDED SURVEY CONTROL
 AN0310
 AN0310  NGVD 29 (??/??/92)   16.124  (m)           52.90   (f) ADJ UNCH    2 0
 AN0310
 AN0310.Superseded values are not recommended for survey control.
 AN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0310.See file dsdata.txt to determine how the superseded data were derived.
 AN0310
 AN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT720056(NAD 83)
 AN0310_MARKER: DB = BENCH MARK DISK
 AN0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0310_SP_SET: CULVERT
 AN0310_STAMPING: V 575 1941
 AN0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0310
 AN0310  HISTORY     - Date     Condition        Report By
 AN0310  HISTORY     - 1941     MONUMENTED       CGS
 AN0310  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0310
 AN0310                          STATION DESCRIPTION
 AN0310
 AN0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0310'0.8 MI N FROM MIDFIELD.
 AN0310'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF STATE
 AN0310'HIGHWAY 111 AT MIDFIELD, MATAGORDA COUNTY, AT A DOUBLE CONCRETE BOX
 AN0310'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL, 15.6 FEET
 AN0310'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 AN0310'THE HIGHWAY.  A STANDARD DISK, STAMPED V 575 1941.
 AN0310
 AN0310                          STATION RECOVERY (1999)
 AN0310
 AN0310'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0311 ***********************************************************************
 AN0311  DESIGNATION -  V 575 RESET 1973
 AN0311  PID         -  AN0311
 AN0311  STATE/COUNTY-  TX/MATAGORDA
 AN0311  USGS QUAD   -  MIDFIELD (1995)
 AN0311
 AN0311                         *CURRENT SURVEY CONTROL
 AN0311  ___________________________________________________________________
 AN0311* NAD 83(1986)-  28 57 01.     (N)    096 12 30.     (W)     SCALED    
 AN0311* NAVD 88     -        15.28   (+/-2cm)      50.1    (feet)  VERTCON   
 AN0311  ___________________________________________________________________
 AN0311  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN0311
 AN0311  VERT ORDER  -  THIRD (See Below)
 AN0311
 AN0311.The horizontal coordinates were scaled from a topographic map and have
 AN0311.an estimated accuracy of +/- 6 seconds.
 AN0311
 AN0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0311.The vertical order pertains to the NGVD 29 superseded value.
 AN0311
 AN0311.The geoid height was determined by GEOID03.
 AN0311
 AN0311;                    North         East    Units  Estimated Accuracy
 AN0311;SPC TXSC     - 4,127,040.      872,090.      MT  (+/- 180 meters Scaled)
 AN0311
 AN0311                          SUPERSEDED SURVEY CONTROL
 AN0311
 AN0311  NGVD 29 (01/29/03)   15.32   (m)           50.3    (f) RESET       3  
 AN0311
 AN0311.Superseded values are not recommended for survey control.
 AN0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0311.See file dsdata.txt to determine how the superseded data were derived.
 AN0311
 AN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT720056(NAD 83)
 AN0311_MARKER: DB = BENCH MARK DISK
 AN0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN0311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AN0311_STAMPING: V 515 RESET 1973
 AN0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0311
 AN0311  HISTORY     - Date     Condition        Report By
 AN0311  HISTORY     - 1973     MONUMENTED       NGS
 AN0311  HISTORY     - 1991     GOOD             USPSQD
 AN0311  HISTORY     - 19991015 GOOD             USPSQD
 AN0311  HISTORY     - 20060312 MARK NOT FOUND   USPSQD
 AN0311
 AN0311                          STATION DESCRIPTION
 AN0311
 AN0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AN0311'1 MI N FROM MIDFIELD.
 AN0311'FROM THE INTERSECTION OF STATE HIGHWAY 71 AND FARM ROAD 111, AT
 AN0311'MIDFIELD, GO NORTH ON STATE HWY. 71 FOR 0.8 MILE TO MARK ON THE LEFT,
 AN0311'JUST SOUTH OF A DRAINAGE DITCH.  STANDARD BENCH MARK DISK, BRAZED TO
 AN0311'THE TOP OF A 3-INCH IRON PIPE, THAT PROJECTS ABOUT 5-INCHES AND IS
 AN0311'STAMPED V 575 RESET 1973.  IT IS 73 FEET WEST OF THE CENTER-LINE OF
 AN0311'STATE HWY. 71, 57 FEET SOUTH OF A DRAINAGE DITCH, 6 FEET
 AN0311'SOUTH-SOUTHEAST OF A HI-LINE POLE, 0.6 FEET EAST OF THE FENCE-LINE AND
 AN0311'1.6 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 AN0311
 AN0311                          STATION RECOVERY (1991)
 AN0311
 AN0311'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0311'RECOVERED IN GOOD CONDITION.
 AN0311
 AN0311                          STATION RECOVERY (1999)
 AN0311
 AN0311'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0311'RECOVERED IN GOOD CONDITION.
 AN0311
 AN0311                          STATION RECOVERY (2006)
 AN0311
 AN0311'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0311'NOT FOUND AS THE AREA HAS BEEN CHANGED TOO MUCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0569 ***********************************************************************
 AX0569  DESIGNATION -  V 577
 AX0569  PID         -  AX0569
 AX0569  STATE/COUNTY-  TX/WHARTON
 AX0569  USGS QUAD   -  LOUISE (1981)
 AX0569
 AX0569                         *CURRENT SURVEY CONTROL
 AX0569  ___________________________________________________________________
 AX0569* NAD 83(1986)-  29 02 33.     (N)    096 22 53.     (W)     SCALED    
 AX0569* NAVD 88     -        21.54   (+/-2cm)      70.7    (feet)  VERTCON   
 AX0569  ___________________________________________________________________
 AX0569  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0569
 AX0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0569
 AX0569.The horizontal coordinates were scaled from a topographic map and have
 AX0569.an estimated accuracy of +/- 6 seconds.
 AX0569
 AX0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0569.The vertical order pertains to the NGVD 29 superseded value.
 AX0569
 AX0569.The geoid height was determined by GEOID03.
 AX0569
 AX0569;                    North         East    Units  Estimated Accuracy
 AX0569;SPC TXSC     - 4,136,860.      855,000.      MT  (+/- 180 meters Scaled)
 AX0569
 AX0569                          SUPERSEDED SURVEY CONTROL
 AX0569
 AX0569  NGVD 29 (??/??/92)   21.554  (m)           70.72   (f) ADJ UNCH    2 0
 AX0569
 AX0569.Superseded values are not recommended for survey control.
 AX0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0569.See file dsdata.txt to determine how the superseded data were derived.
 AX0569
 AX0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT549155(NAD 83)
 AX0569_MARKER: DB = BENCH MARK DISK
 AX0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0569_STAMPING: V 577 1941
 AX0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0569+STABILITY: SURFACE MOTION
 AX0569
 AX0569  HISTORY     - Date     Condition        Report By
 AX0569  HISTORY     - 1941     MONUMENTED       CGS
 AX0569  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0569
 AX0569                          STATION DESCRIPTION
 AX0569
 AX0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0569'6.0 MI S FROM LOUISE.
 AX0569'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AX0569'LOUISE-- PROCEED SOUTHWEST ON STATE HIGHWAY 59, 1.1 MILES TO
 AX0569'INTERSECTION OF ROAD TO FRANCITAS.  THENCE TURN LEFT (SOUTHEASTERLY)
 AX0569'AND GO 4.9 MILES TO A T ROAD INTERSECTION AND SITE OF MARK.  BENCH
 AX0569'MARK IS AT A T ROAD INTERSECTION 27.0 FEET SOUTHWEST OF AND ABOUT THE
 AX0569'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A 4X4
 AX0569'INCH WOODEN MARKER POST, 1.0 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE
 AX0569'AND DIRECTLY ACROSS THE ROAD FROM THE WEST END OF A FENCE RUNNING
 AX0569'EAST.  MONUMENT PROJECTS ABOUT 0.6 FOOT.  A STANDARD DISK IN PRECAST
 AX0569'CONCRETE POST, AND STAMPED V 577 1941.
 AX0569
 AX0569                          STATION RECOVERY (1998)
 AX0569
 AX0569'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0559 ***********************************************************************
 AX0559  DESIGNATION -  V 578
 AX0559  PID         -  AX0559
 AX0559  STATE/COUNTY-  TX/WHARTON
 AX0559  USGS QUAD   -  EL CAMPO SE (1981)
 AX0559
 AX0559                         *CURRENT SURVEY CONTROL
 AX0559  ___________________________________________________________________
 AX0559* NAD 83(1986)-  29 03 21.     (N)    096 17 28.     (W)     SCALED    
 AX0559* NAVD 88     -        23.51   (+/-2cm)      77.1    (feet)  VERTCON   
 AX0559  ___________________________________________________________________
 AX0559  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0559
 AX0559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0559
 AX0559.The horizontal coordinates were scaled from a topographic map and have
 AX0559.an estimated accuracy of +/- 6 seconds.
 AX0559
 AX0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0559.The vertical order pertains to the NGVD 29 superseded value.
 AX0559
 AX0559.The geoid height was determined by GEOID03.
 AX0559
 AX0559;                    North         East    Units  Estimated Accuracy
 AX0559;SPC TXSC     - 4,138,540.      863,750.      MT  (+/- 180 meters Scaled)
 AX0559
 AX0559                          SUPERSEDED SURVEY CONTROL
 AX0559
 AX0559  NGVD 29 (??/??/92)   23.528  (m)           77.19   (f) ADJ UNCH    2 0
 AX0559
 AX0559.Superseded values are not recommended for survey control.
 AX0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0559.See file dsdata.txt to determine how the superseded data were derived.
 AX0559
 AX0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT637172(NAD 83)
 AX0559_MARKER: DB = BENCH MARK DISK
 AX0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0559_STAMPING: V 578 1941
 AX0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0559+STABILITY: SURFACE MOTION
 AX0559
 AX0559  HISTORY     - Date     Condition        Report By
 AX0559  HISTORY     - 1941     MONUMENTED       CGS
 AX0559  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0559
 AX0559                          STATION DESCRIPTION
 AX0559
 AX0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0559'5.0 MI W FROM DANEVANG.
 AX0559'TO REACH FROM CROSSROAD AT DANEVANG-- PROCEED 5.0 MILES WESTERLY ALONG
 AX0559'GRADED ROAD TO INTERSECTION OF A CROSSROAD AND THE SITE OF THE BENCH
 AX0559'MARK.  BENCH MARK IS 50.0 FEET WEST OF THE CENTER OF INTERSECTION OF
 AX0559'ROADS, 32.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AX0559'CENTERLINE OF THE ROAD AND 10.0 FEET WEST OF POWER LINE BRACE POLE. IT
 AX0559'IS 3.0 FEET EAST OF A 4X4 INCH WOODEN MARKER POST AND 1.0 FOOT NORTH
 AX0559'OF RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.6 FOOT. MARK IS
 AX0559'STAMPED, V 578 1941.
 AX0559
 AX0559                          STATION RECOVERY (1990)
 AX0559
 AX0559'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0251 ***********************************************************************
 AN0251  DESIGNATION -  V 579
 AN0251  PID         -  AN0251
 AN0251  STATE/COUNTY-  TX/MATAGORDA
 AN0251  USGS QUAD   -  MARKHAM (1995)
 AN0251
 AN0251                         *CURRENT SURVEY CONTROL
 AN0251  ___________________________________________________________________
 AN0251* NAD 83(1986)-  28 57 33.     (N)    096 03 08.     (W)     SCALED    
 AN0251* NAVD 88     -        16.40   (+/-2cm)      53.8    (feet)  VERTCON   
 AN0251  ___________________________________________________________________
 AN0251  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0251
 AN0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0251
 AN0251.The horizontal coordinates were scaled from a topographic map and have
 AN0251.an estimated accuracy of +/- 6 seconds.
 AN0251
 AN0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0251.The vertical order pertains to the NGVD 29 superseded value.
 AN0251
 AN0251.The geoid height was determined by GEOID03.
 AN0251
 AN0251;                    North         East    Units  Estimated Accuracy
 AN0251;SPC TXSC     - 4,128,390.      887,280.      MT  (+/- 180 meters Scaled)
 AN0251
 AN0251                          SUPERSEDED SURVEY CONTROL
 AN0251
 AN0251  NGVD 29 (??/??/92)   16.430  (m)           53.90   (f) ADJ UNCH    2 0
 AN0251
 AN0251.Superseded values are not recommended for survey control.
 AN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0251.See file dsdata.txt to determine how the superseded data were derived.
 AN0251
 AN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT872070(NAD 83)
 AN0251_MARKER: DB = BENCH MARK DISK
 AN0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0251_SP_SET: CULVERT
 AN0251_STAMPING: V 579 1941
 AN0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0251
 AN0251  HISTORY     - Date     Condition        Report By
 AN0251  HISTORY     - 1941     MONUMENTED
 AN0251  HISTORY     - 1941     GOOD             NGS
 AN0251  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0251  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0251
 AN0251                          STATION DESCRIPTION
 AN0251
 AN0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AN0251'1.1 MI E FROM MARKHAM.
 AN0251'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0251'ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, NEAR THE
 AN0251'JUNCTION OF A ROAD LEADING NORTH, AT THE EAST END OF A CONCRETE
 AN0251'CULVERT OVER A CANAL, IN THE TOP OF THE NORTH WING WALL, 17 FEET NORTH
 AN0251'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE
 AN0251'HIGHWAY.  A TEXAS RECLAMATION DEPARTMENT STANDARD DISK, STAMPED V 579
 AN0251'1941.
 AN0251
 AN0251                          STATION RECOVERY (1991)
 AN0251
 AN0251'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0251'MARK NOT FOUND.
 AN0251
 AN0251                          STATION RECOVERY (1999)
 AN0251
 AN0251'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0441 ***********************************************************************
 AN0441  DESIGNATION -  V 580 RESET 1955
 AN0441  PID         -  AN0441
 AN0441  STATE/COUNTY-  TX/CALHOUN
 AN0441  USGS QUAD   -  SEADRIFT (1973)
 AN0441
 AN0441                         *CURRENT SURVEY CONTROL
 AN0441  ___________________________________________________________________
 AN0441* NAD 83(1986)-  28 26 21.     (N)    096 43 40.     (W)     SCALED    
 AN0441* NAVD 88     -         4.56   (+/-2cm)      15.0    (feet)  VERTCON   
 AN0441  ___________________________________________________________________
 AN0441  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN0441
 AN0441  VERT ORDER  -  THIRD (See Below)
 AN0441
 AN0441.The horizontal coordinates were scaled from a topographic map and have
 AN0441.an estimated accuracy of +/- 6 seconds.
 AN0441
 AN0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0441.The vertical order pertains to the NGVD 29 superseded value.
 AN0441
 AN0441.The geoid height was determined by GEOID03.
 AN0441
 AN0441;                    North         East    Units  Estimated Accuracy
 AN0441;SPC TXSC     - 4,069,310.      822,570.      MT  (+/- 180 meters Scaled)
 AN0441
 AN0441                          SUPERSEDED SURVEY CONTROL
 AN0441
 AN0441  NGVD 29 (01/29/03)    4.68   (m)           15.4    (f) RESET       3  
 AN0441
 AN0441.Superseded values are not recommended for survey control.
 AN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0441.See file dsdata.txt to determine how the superseded data were derived.
 AN0441
 AN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS225479(NAD 83)
 AN0441_MARKER: DD = SURVEY DISK
 AN0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0441_SP_SET: CULVERT
 AN0441_STAMPING: V 580 RESET 1955
 AN0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0441
 AN0441  HISTORY     - Date     Condition        Report By
 AN0441  HISTORY     - 1955     MONUMENTED       TXHD
 AN0441  HISTORY     - 1961     GOOD             TXHD
 AN0441  HISTORY     - 1988     GOOD             USPSQD
 AN0441  HISTORY     - 1990     GOOD             USPSQD
 AN0441
 AN0441                          STATION DESCRIPTION
 AN0441
 AN0441'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN0441'2.2 MI N FROM SEADRIFT.
 AN0441'2.2 MILES NORTH ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS,
 AN0441'BROWNSVILLE AND MEXICO RAILWAY STATION AT SEADRIFT, THENCE 385 FEET
 AN0441'EAST ALONG STATE HIGHWAY 238.  AT A 2-5-BY 3-BY 46-FOOT CONCRETE
 AN0441'MULTIPLE BOX CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 AN0441'WALL, 23.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT THE
 AN0441'SAME ELEVATION AS THE HIGHWAY.
 AN0441
 AN0441                          STATION RECOVERY (1988)
 AN0441
 AN0441'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0441'RECOVERED IN GOOD CONDITION.
 AN0441
 AN0441                          STATION RECOVERY (1990)
 AN0441
 AN0441'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0139 ***********************************************************************
 AM0139  DESIGNATION -  V 581
 AM0139  PID         -  AM0139
 AM0139  STATE/COUNTY-  TX/MATAGORDA
 AM0139  USGS QUAD   -  WADSWORTH (1972)
 AM0139
 AM0139                         *CURRENT SURVEY CONTROL
 AM0139  ___________________________________________________________________
 AM0139* NAD 83(1986)-  28 45 32.     (N)    095 56 59.     (W)     SCALED    
 AM0139* NAVD 88     -         7.24   (+/-2cm)      23.8    (feet)  VERTCON   
 AM0139  ___________________________________________________________________
 AM0139  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AM0139
 AM0139  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0139
 AM0139.The horizontal coordinates were scaled from a topographic map and have
 AM0139.an estimated accuracy of +/- 6 seconds.
 AM0139
 AM0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0139.The vertical order pertains to the NGVD 29 superseded value.
 AM0139
 AM0139.The geoid height was determined by GEOID03.
 AM0139
 AM0139;                    North         East    Units  Estimated Accuracy
 AM0139;SPC TXSC     - 4,106,460.      897,840.      MT  (+/- 180 meters Scaled)
 AM0139
 AM0139                          SUPERSEDED SURVEY CONTROL
 AM0139
 AM0139  NGVD 29 (??/??/92)    7.290  (m)           23.92   (f) ADJ UNCH    1 1
 AM0139
 AM0139.Superseded values are not recommended for survey control.
 AM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0139.See file dsdata.txt to determine how the superseded data were derived.
 AM0139
 AM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM119848(NAD 83)
 AM0139_MARKER: DB = BENCH MARK DISK
 AM0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0139_SP_SET: BRIDGE WINGWALL
 AM0139_STAMPING: V 581 1941
 AM0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0139
 AM0139  HISTORY     - Date     Condition        Report By
 AM0139  HISTORY     - 1941     MONUMENTED       CGS
 AM0139  HISTORY     - 1978     GOOD             NGS
 AM0139  HISTORY     - 1978     GOOD             NGS
 AM0139  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0139
 AM0139                          STATION DESCRIPTION
 AM0139
 AM0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0139'5.8 MI SW FROM WADSWORTH.
 AM0139'5.5 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AM0139'WADSWORTH THENCE 0.3 MILE WEST ALONG ZIPPRAN WAY, 18 FT. NORTH OF
 AM0139'THE CENTER LINE OF ZIPPRAN WAY, SET IN THE TOP OF THE NORTHEAST
 AM0139'WINGWALL OF A CONCRETE BRIDGE OVER AN IRRIGATION CANAL.
 AM0139
 AM0139                          STATION RECOVERY (1978)
 AM0139
 AM0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0139'5.5 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AM0139'WADSWORTH THENCE 0.3 MILE WEST ALONG ZIPPRAN WAY, 18 FT. NORTH OF
 AM0139'THE CENTER LINE OF ZIPPRAN WAY, SET IN THE TOP OF THE NORTHEAST
 AM0139'WINGWALL OF A CONCRETE BRIDGE OVER AN IRRIGATION CANAL.
 AM0139
 AM0139                          STATION RECOVERY (2006)
 AM0139
 AM0139'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0139'COULD NOT FIND THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0215 ***********************************************************************
 AN0215  DESIGNATION -  V 583
 AN0215  PID         -  AN0215
 AN0215  STATE/COUNTY-  TX/MATAGORDA
 AN0215  USGS QUAD   -  PALACIOS (1995)
 AN0215
 AN0215                         *CURRENT SURVEY CONTROL
 AN0215  ___________________________________________________________________
 AN0215* NAD 83(1986)-  28 43 19.     (N)    096 12 36.     (W)     SCALED    
 AN0215* NAVD 88     -         3.50   (+/-2cm)      11.5    (feet)  VERTCON   
 AN0215  ___________________________________________________________________
 AN0215  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN0215
 AN0215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0215
 AN0215.The horizontal coordinates were scaled from a topographic map and have
 AN0215.an estimated accuracy of +/- 6 seconds.
 AN0215
 AN0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0215.The vertical order pertains to the NGVD 29 superseded value.
 AN0215
 AN0215.The geoid height was determined by GEOID03.
 AN0215
 AN0215;                    North         East    Units  Estimated Accuracy
 AN0215;SPC TXSC     - 4,101,730.      872,530.      MT  (+/- 180 meters Scaled)
 AN0215
 AN0215                          SUPERSEDED SURVEY CONTROL
 AN0215
 AN0215  NGVD 29 (??/??/92)    3.564  (m)           11.69   (f) ADJ UNCH    2 0
 AN0215
 AN0215.Superseded values are not recommended for survey control.
 AN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0215.See file dsdata.txt to determine how the superseded data were derived.
 AN0215
 AN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS725803(NAD 83)
 AN0215_MARKER: DB = BENCH MARK DISK
 AN0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0215_SP_SET: CULVERT
 AN0215_STAMPING: V 583 1941
 AN0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0215
 AN0215  HISTORY     - Date     Condition        Report By
 AN0215  HISTORY     - 1941     MONUMENTED       CGS
 AN0215  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0215
 AN0215                          STATION DESCRIPTION
 AN0215
 AN0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0215'1.7 MI NE FROM PALACIOS.
 AN0215'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0215'ORLEANS RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, 69 FEET NORTH
 AN0215'OF THE CORNER OF A FENCE AROUND AN ORCHARD, AT THE WEST END OF A 4- BY
 AN0215'4-FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE
 AN0215'SOUTH WING WALL.  A STANDARD DISK, STAMPED V 583 1941.
 AN0215
 AN0215                          STATION RECOVERY (1991)
 AN0215
 AN0215'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0125 ***********************************************************************
 AN0125  DESIGNATION -  V 584
 AN0125  PID         -  AN0125
 AN0125  STATE/COUNTY-  TX/JACKSON
 AN0125  USGS QUAD   -  FRANCITAS (1995)
 AN0125
 AN0125                         *CURRENT SURVEY CONTROL
 AN0125  ___________________________________________________________________
 AN0125* NAD 83(1986)-  28 47 59.     (N)    096 19 58.     (W)     SCALED    
 AN0125* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 AN0125  ___________________________________________________________________
 AN0125  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN0125
 AN0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0125
 AN0125.The horizontal coordinates were scaled from a topographic map and have
 AN0125.an estimated accuracy of +/- 6 seconds.
 AN0125
 AN0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0125.The vertical order pertains to the NGVD 29 superseded value.
 AN0125
 AN0125.The geoid height was determined by GEOID03.
 AN0125
 AN0125;                    North         East    Units  Estimated Accuracy
 AN0125;SPC TXSC     - 4,110,070.      860,340.      MT  (+/- 180 meters Scaled)
 AN0125
 AN0125                          SUPERSEDED SURVEY CONTROL
 AN0125
 AN0125  NGVD 29 (??/??/92)    8.227  (m)           26.99   (f) ADJ UNCH    2 0
 AN0125
 AN0125.Superseded values are not recommended for survey control.
 AN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0125.See file dsdata.txt to determine how the superseded data were derived.
 AN0125
 AN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS603887(NAD 83)
 AN0125_MARKER: DB = BENCH MARK DISK
 AN0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0125_STAMPING: V 584 1941
 AN0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0125+STABILITY: SURFACE MOTION
 AN0125
 AN0125  HISTORY     - Date     Condition        Report By
 AN0125  HISTORY     - 1941     MONUMENTED       CGS
 AN0125  HISTORY     - 1960     GOOD             NGS
 AN0125
 AN0125                          STATION DESCRIPTION
 AN0125
 AN0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AN0125'5.0 MI SW FROM FRANCITAS.
 AN0125'5.0 MILES SOUTH ALONG A SHELL ROAD FROM THE ST. LOUIS, BROWNSVILLE AND
 AN0125'MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY, AT THE T-JUNCTION
 AN0125'OF A ROAD LEADING SOUTHWEST, 23 FEET SOUTHWEST OF THE CENTER LINE OF
 AN0125'THE SHELL ROAD, 23 FEET NORTHWEST OF THE CENTER LINE OF THE T-ROAD, IN
 AN0125'A FENCE CORNER, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A
 AN0125'STANDARD DISK, STAMPED V 584 1941 AND SET IN THE TOP OF A CONCRETE
 AN0125'POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0301 ***********************************************************************
 AM0301  DESIGNATION -  V 586
 AM0301  PID         -  AM0301
 AM0301  STATE/COUNTY-  TX/BRAZORIA
 AM0301  USGS QUAD   -  JONES CREEK (1974)
 AM0301
 AM0301                         *CURRENT SURVEY CONTROL
 AM0301  ___________________________________________________________________
 AM0301* NAD 83(1986)-  28 58 10.     (N)    095 25 50.     (W)     SCALED    
 AM0301* NAVD 88     -         4.27   (+/-2cm)      14.0    (feet)  VERTCON   
 AM0301  ___________________________________________________________________
 AM0301  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0301
 AM0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0301
 AM0301.The horizontal coordinates were scaled from a topographic map and have
 AM0301.an estimated accuracy of +/- 6 seconds.
 AM0301
 AM0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0301.The vertical order pertains to the NGVD 29 superseded value.
 AM0301
 AM0301.The geoid height was determined by GEOID03.
 AM0301
 AM0301;                    North         East    Units  Estimated Accuracy
 AM0301;SPC TXSC     - 4,131,220.      947,810.      MT  (+/- 180 meters Scaled)
 AM0301
 AM0301                          SUPERSEDED SURVEY CONTROL
 AM0301
 AM0301  NGVD 29 (??/??/92)    4.292  (m)           14.08   (f) ADJ UNCH    2 0
 AM0301
 AM0301.Superseded values are not recommended for survey control.
 AM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0301.See file dsdata.txt to determine how the superseded data were derived.
 AM0301
 AM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN631070(NAD 83)
 AM0301_MARKER: DB = BENCH MARK DISK
 AM0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0301_SP_SET: ABUTMENT
 AM0301_STAMPING: V 586 1942
 AM0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0301
 AM0301  HISTORY     - Date     Condition        Report By
 AM0301  HISTORY     - 1942     MONUMENTED       CGS
 AM0301  HISTORY     - 1943     GOOD             NGS
 AM0301  HISTORY     - 1971     GOOD             NGS
 AM0301  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0301  HISTORY     - 20010428 GOOD             USPSQD
 AM0301
 AM0301                          STATION DESCRIPTION
 AM0301
 AM0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0301'5.3 MI NW FROM FREEPORT.
 AM0301'5.3 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE CITY WATER TANK AT
 AM0301'FREEPORT, 3.3 MILES NORTHWEST OF A DRAWBRIDGE OVER BRAZOS RIVER, 0.4
 AM0301'MILE NORTHWEST OF A HIGHWAY ROADSIDE PARK, AT A CONCRETE BRIDGE OVER
 AM0301'JONES CREEK, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, 15 FEET
 AM0301'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY. A
 AM0301'STANDARD DISK, STAMPED V 586 1942.
 AM0301
 AM0301                          STATION RECOVERY (1971)
 AM0301
 AM0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AM0301'RECOVERED IN GOOD CONDITION.
 AM0301
 AM0301                          STATION RECOVERY (1994)
 AM0301
 AM0301'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0301'MARK NOT FOUND.
 AM0301
 AM0301                          STATION RECOVERY (2001)
 AM0301
 AM0301'RECOVERY NOTE BY US POWER SQUADRON 2001
 AM0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0051 ***********************************************************************
 AM0051  DESIGNATION -  V 586 RESET 1961
 AM0051  PID         -  AM0051
 AM0051  STATE/COUNTY-  TX/BRAZORIA
 AM0051  USGS QUAD   -  JONES CREEK (1974)
 AM0051
 AM0051                         *CURRENT SURVEY CONTROL
 AM0051  ___________________________________________________________________
 AM0051* NAD 83(1986)-  28 58 10.     (N)    095 25 50.     (W)     SCALED    
 AM0051* NAVD 88     -         4.54   (+/-2cm)      14.9    (feet)  VERTCON   
 AM0051  ___________________________________________________________________
 AM0051  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0051
 AM0051  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0051
 AM0051.The horizontal coordinates were scaled from a topographic map and have
 AM0051.an estimated accuracy of +/- 6 seconds.
 AM0051
 AM0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0051.The vertical order pertains to the NGVD 29 superseded value.
 AM0051
 AM0051.The geoid height was determined by GEOID03.
 AM0051
 AM0051;                    North         East    Units  Estimated Accuracy
 AM0051;SPC TXSC     - 4,131,220.      947,810.      MT  (+/- 180 meters Scaled)
 AM0051
 AM0051                          SUPERSEDED SURVEY CONTROL
 AM0051
 AM0051  NGVD 29 (??/??/92)    4.561  (m)           14.96   (f) ADJ UNCH    1 1
 AM0051
 AM0051.Superseded values are not recommended for survey control.
 AM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0051.See file dsdata.txt to determine how the superseded data were derived.
 AM0051
 AM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN631070(NAD 83)
 AM0051_MARKER: DB = BENCH MARK DISK
 AM0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0051_SP_SET: BRIDGE CURB
 AM0051_STAMPING: V 586 RESET 1961
 AM0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0051
 AM0051  HISTORY     - Date     Condition        Report By
 AM0051  HISTORY     - 1961     MONUMENTED       TXHD
 AM0051  HISTORY     - 1962     GOOD             NGS
 AM0051  HISTORY     - 1977     GOOD             NGS
 AM0051  HISTORY     - 1978     GOOD             NGS
 AM0051  HISTORY     - 1987     GOOD             USPSQD
 AM0051  HISTORY     - 19940416 GOOD             USPSQD
 AM0051
 AM0051                          STATION DESCRIPTION
 AM0051
 AM0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AM0051'5.1 MI NW FROM FREEPORT.
 AM0051'TO REACH FROM THE FREEPORT CITY WATER TANK-- PROCEED 5.1 MILES
 AM0051'NORTHWESTERLY ALONG STATE HIGHWAY NO. 36 TO THE SITE OF THE BENCH
 AM0051'MARK.  BENCH MARK IS ABOUT 3.1 MILES NORTHWEST OF HIGHWAY DRAW BRIDGE
 AM0051'OVER BRAZOS RIVER, ABOUT 0.4 MILES NORTHWEST OF A ROADSIDE PARK AND
 AM0051'SET HORIZONTALLY IN THE SOUTH END OF THE NORTHEAST CURB OF THE HIGHWAY
 AM0051'BRIDGE OVER JONES CREEK.  IT IS 26.5 FEET NORTH OF AND ABOUT 0.5 FEET
 AM0051'ABOVE THE CENTERLINE OF THE HIGHWAY.  BENCH MARK IS SET 1.0 FOOT FROM
 AM0051'END OF CURB.  NOTE-- SET IN JONES CREEK BRIDGE, STATE HIGHWAY 36, 1
 AM0051'FOOT WEST FROM THE EAST END OF NORTH ABUTMENT, ABOUT 1 FOOT ABOVE
 AM0051'LEVEL OF HIGHWAY.
 AM0051
 AM0051                          STATION RECOVERY (1977)
 AM0051
 AM0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0051'RECOVERED IN GOOD CONDITION.
 AM0051
 AM0051                          STATION RECOVERY (1978)
 AM0051
 AM0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0051'RECOVERED IN GOOD CONDITION.
 AM0051
 AM0051                          STATION RECOVERY (1987)
 AM0051
 AM0051'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AM0051'RECOVERED IN GOOD CONDITION.
 AM0051
 AM0051                          STATION RECOVERY (1994)
 AM0051
 AM0051'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0314 ***********************************************************************
 AH0314  DESIGNATION -  V 587
 AH0314  PID         -  AH0314
 AH0314  STATE/COUNTY-  TX/SAN PATRICIO
 AH0314  USGS QUAD   -  TAFT (1975)
 AH0314
 AH0314                         *CURRENT SURVEY CONTROL
 AH0314  ___________________________________________________________________
 AH0314* NAD 83(1986)-  27 53 18.     (N)    097 24 32.     (W)     SCALED    
 AH0314* NAVD 88     -        15.27   (+/-2cm)      50.1    (feet)  VERTCON   
 AH0314  ___________________________________________________________________
 AH0314  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AH0314
 AH0314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0314
 AH0314.The horizontal coordinates were scaled from a topographic map and have
 AH0314.an estimated accuracy of +/- 6 seconds.
 AH0314
 AH0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0314.The vertical order pertains to the NGVD 29 superseded value.
 AH0314
 AH0314.The geoid height was determined by GEOID03.
 AH0314
 AH0314;                    North         East    Units  Estimated Accuracy
 AH0314;SPC TX S     - 5,246,620.      407,430.      MT  (+/- 180 meters Scaled)
 AH0314
 AH0314                          SUPERSEDED SURVEY CONTROL
 AH0314
 AH0314  NGVD 29 (??/??/92)   15.464  (m)           50.73   (f) ADJ UNCH    2 0
 AH0314
 AH0314.Superseded values are not recommended for survey control.
 AH0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0314.See file dsdata.txt to determine how the superseded data were derived.
 AH0314
 AH0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR566858(NAD 83)
 AH0314_MARKER: DB = BENCH MARK DISK
 AH0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0314_STAMPING: V 587 1942
 AH0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0314+STABILITY: SURFACE MOTION
 AH0314
 AH0314  HISTORY     - Date     Condition        Report By
 AH0314  HISTORY     - 1942     MONUMENTED       CGS
 AH0314  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0314  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0314
 AH0314                          STATION DESCRIPTION
 AH0314
 AH0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0314'5.9 MI W FROM PORTLAND.
 AH0314'TO REACH FROM THE POST OFFICE AT PORTLAND-- PROCEED 5.9 MILES WESTERLY
 AH0314'ALONG OILED ROAD TOWARDS WHITE POINT TO THE WEST PORTLAND SCHOOL AND
 AH0314'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 260.0 FEET NORTHEAST
 AH0314'OF INTERSECTION OF CROSSROAD, ABOUT 94.0 FEET NORTH OF THE CENTERLINE
 AH0314'OF THE ROAD AND ABOUT MIDWAY BETWEEN TWO ENTRANCE S ON THE SOUTH SIDE
 AH0314'OF THE WEST PORTLAND SCHOOL BUILDING.  IT IS 4.0 FEET SOUTHEAST OF GAS
 AH0314'PIPE THAT ENTERS WALL ABOUT 2.0 FEET ABOVE THE GROUND, 1.9 FEET SOUTH
 AH0314'OF CORNER OF OFF-SET IN WALL.  THE MONUMENT PROJECTS 0.6 FOOT. NOTE--
 AH0314'NO 4X4-INCH WOODEN MARKER POST WAS SET AS SCHOOL SERVES AS LANDMARK.
 AH0314
 AH0314                          STATION RECOVERY (1969)
 AH0314
 AH0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0314'MARK NOT FOUND.
 AH0314
 AH0314                          STATION RECOVERY (1996)
 AH0314
 AH0314'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0319 ***********************************************************************
 AH0319  DESIGNATION -  V 589
 AH0319  PID         -  AH0319
 AH0319  STATE/COUNTY-  TX/NUECES
 AH0319  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0319
 AH0319                         *CURRENT SURVEY CONTROL
 AH0319  ___________________________________________________________________
 AH0319* NAD 83(1986)-  27 48 56.     (N)    097 28 07.     (W)     SCALED    
 AH0319* NAVD 88     -         3.20   (+/-2cm)      10.5    (feet)  VERTCON   
 AH0319  ___________________________________________________________________
 AH0319  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH0319
 AH0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0319
 AH0319.The horizontal coordinates were scaled from a topographic map and have
 AH0319.an estimated accuracy of +/- 6 seconds.
 AH0319
 AH0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0319.The vertical order pertains to the NGVD 29 superseded value.
 AH0319
 AH0319.The geoid height was determined by GEOID03.
 AH0319
 AH0319;                    North         East    Units  Estimated Accuracy
 AH0319;SPC TX S     - 5,238,500.      401,620.      MT  (+/- 180 meters Scaled)
 AH0319
 AH0319                          SUPERSEDED SURVEY CONTROL
 AH0319
 AH0319  NGVD 29 (??/??/92)    3.402  (m)           11.16   (f) ADJ UNCH    2 0
 AH0319
 AH0319.Superseded values are not recommended for survey control.
 AH0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0319.See file dsdata.txt to determine how the superseded data were derived.
 AH0319
 AH0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR508777(NAD 83)
 AH0319_MARKER: DB = BENCH MARK DISK
 AH0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0319_STAMPING: V 589 1942
 AH0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0319+STABILITY: SURFACE MOTION
 AH0319
 AH0319  HISTORY     - Date     Condition        Report By
 AH0319  HISTORY     - 1942     MONUMENTED       CGS
 AH0319  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0319
 AH0319                          STATION DESCRIPTION
 AH0319
 AH0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0319'4.5 MI W FROM CORPUS CHRISTI.
 AH0319'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT CORPUS
 AH0319'CHRISTI-- PROCEED 4.5 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AH0319'RAILROAD BRANCH LINE (S.A.U. AND G.) TO THE SITE OF THE BENCH MARK.
 AH0319'BENCH MARK IS 22.9 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AH0319'CENTERLINE OF TRACKS AT POINT WHERE TELEPHONE LINE CROSSES TRACKS,
 AH0319'53.0 FEET SOUTH OF MILE POLE NO. 145 AND ABOUT 145.0 FEET WEST OF A
 AH0319'TELEPHONE POLE.  IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST
 AH0319'AND THE MONUMENT PROJECTS 0.5 FOOT.
 AH0319
 AH0319                          STATION RECOVERY (1968)
 AH0319
 AH0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0421 ***********************************************************************
 AN0421  DESIGNATION -  V 591
 AN0421  PID         -  AN0421
 AN0421  STATE/COUNTY-  TX/CALHOUN
 AN0421  USGS QUAD   -  SEADRIFT (1973)
 AN0421
 AN0421                         *CURRENT SURVEY CONTROL
 AN0421  ___________________________________________________________________
 AN0421* NAD 83(1986)-  28 24 46.     (N)    096 41 57.     (W)     SCALED    
 AN0421* NAVD 88     -         2.98   (+/-2cm)       9.8    (feet)  VERTCON   
 AN0421  ___________________________________________________________________
 AN0421  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0421
 AN0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0421
 AN0421.The horizontal coordinates were scaled from a topographic map and have
 AN0421.an estimated accuracy of +/- 6 seconds.
 AN0421
 AN0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0421.The vertical order pertains to the NGVD 29 superseded value.
 AN0421
 AN0421.The geoid height was determined by GEOID03.
 AN0421
 AN0421;                    North         East    Units  Estimated Accuracy
 AN0421;SPC TXSC     - 4,066,440.      825,430.      MT  (+/- 180 meters Scaled)
 AN0421
 AN0421                          SUPERSEDED SURVEY CONTROL
 AN0421
 AN0421  NGVD 29 (??/??/92)    3.100  (m)           10.17   (f) ADJ UNCH    2 0
 AN0421
 AN0421.Superseded values are not recommended for survey control.
 AN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0421.See file dsdata.txt to determine how the superseded data were derived.
 AN0421
 AN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS253450(NAD 83)
 AN0421_MARKER: DB = BENCH MARK DISK
 AN0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0421_STAMPING: V 591 1942
 AN0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0421+STABILITY: SURFACE MOTION
 AN0421
 AN0421  HISTORY     - Date     Condition        Report By
 AN0421  HISTORY     - 1942     MONUMENTED       CGS
 AN0421  HISTORY     - 1973     GOOD             LOCENG
 AN0421  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 AN0421
 AN0421                          STATION DESCRIPTION
 AN0421
 AN0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0421'0.8 MI E FROM SEADRIFT.
 AN0421'0.8 MILE EAST ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS, BROWNSVILLE
 AN0421'AND MEXICO RAILWAY STATION AT SEADRIFT, CALHOUN COUNTY, 215 FEET EAST
 AN0421'OF THE CROSSING OF THE RAILWAY, 30 FEET NORTH OF THE CENTERLINE OF THE
 AN0421'HIGHWAY, 5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN LINE WITH A
 AN0421'ROW OF POLES, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 AN0421'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED V 591 1942 AND SET IN THE
 AN0421'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0421
 AN0421                          STATION RECOVERY (1973)
 AN0421
 AN0421'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 AN0421'RECOVERED IN GOOD CONDITION.
 AN0421
 AN0421                          STATION RECOVERY (1992)
 AN0421
 AN0421'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0863 ***********************************************************************
 AN0863  DESIGNATION -  V 592
 AN0863  PID         -  AN0863
 AN0863  STATE/COUNTY-  TX/CALHOUN
 AN0863  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0863
 AN0863                         *CURRENT SURVEY CONTROL
 AN0863  ___________________________________________________________________
 AN0863* NAD 83(1986)-  28 31 57.     (N)    096 32 07.     (W)     SCALED    
 AN0863* NAVD 88     -         1.71   (+/-2cm)       5.6    (feet)  VERTCON   
 AN0863  ___________________________________________________________________
 AN0863  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN0863
 AN0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0863
 AN0863.The horizontal coordinates were scaled from a topographic map and have
 AN0863.an estimated accuracy of +/- 6 seconds.
 AN0863
 AN0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0863.The vertical order pertains to the NGVD 29 superseded value.
 AN0863
 AN0863.The geoid height was determined by GEOID03.
 AN0863
 AN0863;                    North         East    Units  Estimated Accuracy
 AN0863;SPC TXSC     - 4,080,030.      841,210.      MT  (+/- 180 meters Scaled)
 AN0863
 AN0863                          SUPERSEDED SURVEY CONTROL
 AN0863
 AN0863  NGVD 29 (??/??/92)    1.819  (m)            5.97   (f) ADJ UNCH    2 0
 AN0863
 AN0863.Superseded values are not recommended for survey control.
 AN0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0863.See file dsdata.txt to determine how the superseded data were derived.
 AN0863
 AN0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS411586(NAD 83)
 AN0863_MARKER: DB = BENCH MARK DISK
 AN0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0863_STAMPING: V592 1942
 AN0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0863+STABILITY: SURFACE MOTION
 AN0863
 AN0863  HISTORY     - Date     Condition        Report By
 AN0863  HISTORY     - 1942     MONUMENTED       CGS
 AN0863  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0863  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0863
 AN0863                          STATION DESCRIPTION
 AN0863
 AN0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0863'4.4 MI S FROM PORT LAVACA.
 AN0863'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0863'PORT LAVACA, CALHOUN COUNTY, 7.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0863'316.  310 FEET SOUTHEAST OF A GATE, AT THE OUTSIDE OF A SHARP CURVE,
 AN0863'141 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHEAST
 AN0863'OF A WHITE WOODEN WITNESS POST, 1 FOOT NORTHEAST OF A FENCE, AND 2
 AN0863'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V592 1942 AND
 AN0863'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0863
 AN0863                          STATION RECOVERY (1988)
 AN0863
 AN0863'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0863'MARK NOT FOUND.
 AN0863
 AN0863                          STATION RECOVERY (1998)
 AN0863
 AN0863'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0341 ***********************************************************************
 AN0341  DESIGNATION -  V 593
 AN0341  PID         -  AN0341
 AN0341  STATE/COUNTY-  TX/REFUGIO
 AN0341  USGS QUAD   -  TIVOLI (1973)
 AN0341
 AN0341                         *CURRENT SURVEY CONTROL
 AN0341  ___________________________________________________________________
 AN0341* NAD 83(1986)-  28 28 04.     (N)    096 52 52.     (W)     SCALED    
 AN0341* NAVD 88     -        11.72   (+/-2cm)      38.5    (feet)  VERTCON   
 AN0341  ___________________________________________________________________
 AN0341  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0341
 AN0341  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0341
 AN0341.The horizontal coordinates were scaled from a topographic map and have
 AN0341.an estimated accuracy of +/- 6 seconds.
 AN0341
 AN0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0341.The vertical order pertains to the NGVD 29 superseded value.
 AN0341
 AN0341.The geoid height was determined by GEOID03.
 AN0341
 AN0341;                    North         East    Units  Estimated Accuracy
 AN0341;SPC TXSC     - 4,072,200.      807,500.      MT  (+/- 180 meters Scaled)
 AN0341
 AN0341                          SUPERSEDED SURVEY CONTROL
 AN0341
 AN0341  NGVD 29 (??/??/92)   11.86   (m)           38.9    (f) COMPUTED    2 0
 AN0341
 AN0341.Superseded values are not recommended for survey control.
 AN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0341.See file dsdata.txt to determine how the superseded data were derived.
 AN0341
 AN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS074508(NAD 83)
 AN0341_MARKER: DB = BENCH MARK DISK
 AN0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0341_SP_SET: CULVERT
 AN0341_STAMPING: V 593 1942
 AN0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0341
 AN0341  HISTORY     - Date     Condition        Report By
 AN0341  HISTORY     - 1942     MONUMENTED       CGS
 AN0341  HISTORY     - 19940716 GOOD             USPSQD
 AN0341  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0341  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 AN0341
 AN0341                          STATION DESCRIPTION
 AN0341
 AN0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0341'1.0 MI N FROM TIVOLI.
 AN0341'TO REACH FROM INTERSECTION OF STATE HIGHWAYS NO. 35 AND 113 AT
 AN0341'TIVOLI-- PROCEED NORTH 1.0 MILE ON STATE HIGHWAY NO. 35 TO A CONCRETE
 AN0341'CULVERT AT A T ROAD INTERSECTION AND SITE OF BENCH MARK.  BENCH MARK
 AN0341'IS SET HORIZONTALLY IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 AN0341'LARGE CONCRETE CULVERT.  IT IS 15.5 FEET EAST OF AND ABOUT THE SAME
 AN0341'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AN0341
 AN0341                          STATION RECOVERY (1994)
 AN0341
 AN0341'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0341'RECOVERED IN GOOD CONDITION.
 AN0341
 AN0341                          STATION RECOVERY (1999)
 AN0341
 AN0341'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0341'MARK NOT FOUND.
 AN0341
 AN0341                          STATION RECOVERY (2005)
 AN0341
 AN0341'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0342 ***********************************************************************
 AN0342  DESIGNATION -  V 593 RESET 1955
 AN0342  PID         -  AN0342
 AN0342  STATE/COUNTY-  TX/REFUGIO
 AN0342  USGS QUAD   -  TIVOLI (1973)
 AN0342
 AN0342                         *CURRENT SURVEY CONTROL
 AN0342  ___________________________________________________________________
 AN0342* NAD 83(1986)-  28 28 04.     (N)    096 52 50.     (W)     SCALED    
 AN0342* NAVD 88     -        11.54   (+/-2cm)      37.9    (feet)  VERTCON   
 AN0342  ___________________________________________________________________
 AN0342  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0342
 AN0342  VERT ORDER  -  THIRD (See Below)
 AN0342
 AN0342.The horizontal coordinates were scaled from a topographic map and have
 AN0342.an estimated accuracy of +/- 6 seconds.
 AN0342
 AN0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0342.The vertical order pertains to the NGVD 29 superseded value.
 AN0342
 AN0342.The geoid height was determined by GEOID03.
 AN0342
 AN0342;                    North         East    Units  Estimated Accuracy
 AN0342;SPC TXSC     - 4,072,200.      807,550.      MT  (+/- 180 meters Scaled)
 AN0342
 AN0342                          SUPERSEDED SURVEY CONTROL
 AN0342
 AN0342  NGVD 29 (??/??/??)   11.67   (m)           38.3    (f) RESET       3  
 AN0342
 AN0342.Superseded values are not recommended for survey control.
 AN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0342.See file dsdata.txt to determine how the superseded data were derived.
 AN0342
 AN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS075508(NAD 83)
 AN0342_MARKER: DD = SURVEY DISK
 AN0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0342_SP_SET: CULVERT
 AN0342_STAMPING: V 593 RESET 1955
 AN0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0342+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AN0342
 AN0342  HISTORY     - Date     Condition        Report By
 AN0342  HISTORY     - 1955     MONUMENTED       TXHD
 AN0342  HISTORY     - 1981     GOOD             LOCSUR
 AN0342  HISTORY     - 1987     GOOD             USPSQD
 AN0342  HISTORY     - 1988     GOOD             USPSQD
 AN0342  HISTORY     - 1988     GOOD             USPSQD
 AN0342  HISTORY     - 1988     GOOD             USPSQD
 AN0342  HISTORY     - 1988     GOOD             USPSQD
 AN0342  HISTORY     - 1989     GOOD             USPSQD
 AN0342  HISTORY     - 1990     GOOD             USPSQD
 AN0342  HISTORY     - 19990726 GOOD             USPSQD
 AN0342  HISTORY     - 20050428 GOOD             USPSQD
 AN0342
 AN0342                          STATION DESCRIPTION
 AN0342
 AN0342'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0342'1.0 MI N FROM TIVOLI.
 AN0342'1.0 MILE NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0342'HIGHWAY 113 AT TIVOLI, AT A T-ROAD JUNCTION.  22 FEET EAST OF THE
 AN0342'CENTERLINE OF THE HIGHWAY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AN0342'THE NORTH END OF THE EAST HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 AN0342
 AN0342                          STATION RECOVERY (1981)
 AN0342
 AN0342'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 AN0342'RECOVERED IN GOOD CONDITION.
 AN0342
 AN0342                          STATION RECOVERY (1987)
 AN0342
 AN0342'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0342'RECOVERED IN GOOD CONDITION.
 AN0342
 AN0342                          STATION RECOVERY (1988)
 AN0342
 AN0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AN0342'RECOVERED IN GOOD CONDITION.
 AN0342
 AN0342                          STATION RECOVERY (1988)
 AN0342
 AN0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0342'RECOVERED IN GOOD CONDITION.
 AN0342
 AN0342                          STATION RECOVERY (1988)
 AN0342
 AN0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0342'RECOVERED IN GOOD CONDITION.
 AN0342
 AN0342                          STATION RECOVERY (1988)
 AN0342
 AN0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0342'RECOVERED IN GOOD CONDITION.
 AN0342
 AN0342                          STATION RECOVERY (1989)
 AN0342
 AN0342'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0342'RECOVERED IN GOOD CONDITION.
 AN0342
 AN0342                          STATION RECOVERY (1990)
 AN0342
 AN0342'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0342'RECOVERED IN GOOD CONDITION.
 AN0342
 AN0342                          STATION RECOVERY (1999)
 AN0342
 AN0342'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0342'RECOVERED IN GOOD CONDITION.
 AN0342
 AN0342                          STATION RECOVERY (2005)
 AN0342
 AN0342'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0895 ***********************************************************************
 AN0895  DESIGNATION -  V 594
 AN0895  PID         -  AN0895
 AN0895  STATE/COUNTY-  TX/REFUGIO
 AN0895  USGS QUAD   -  LAKE PASTURE (1979)
 AN0895
 AN0895                         *CURRENT SURVEY CONTROL
 AN0895  ___________________________________________________________________
 AN0895* NAD 83(1986)-  28 29 55.     (N)    097 00 25.     (W)     SCALED    
 AN0895* NAVD 88     -        19.50   (+/-2cm)      64.0    (feet)  VERTCON   
 AN0895  ___________________________________________________________________
 AN0895  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0895
 AN0895  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0895
 AN0895.The horizontal coordinates were scaled from a topographic map and have
 AN0895.an estimated accuracy of +/- 6 seconds.
 AN0895
 AN0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0895.The vertical order pertains to the NGVD 29 superseded value.
 AN0895
 AN0895.The geoid height was determined by GEOID03.
 AN0895
 AN0895;                    North         East    Units  Estimated Accuracy
 AN0895;SPC TXSC     - 4,075,400.      795,120.      MT  (+/- 180 meters Scaled)
 AN0895
 AN0895                          SUPERSEDED SURVEY CONTROL
 AN0895
 AN0895  NGVD 29 (??/??/92)   19.643  (m)           64.45   (f) ADJ UNCH    2 0
 AN0895
 AN0895.Superseded values are not recommended for survey control.
 AN0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0895.See file dsdata.txt to determine how the superseded data were derived.
 AN0895
 AN0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS950540(NAD 83)
 AN0895_MARKER: DB = BENCH MARK DISK
 AN0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0895_SP_SET: CULVERT
 AN0895_STAMPING: V 594 1942
 AN0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0895
 AN0895  HISTORY     - Date     Condition        Report By
 AN0895  HISTORY     - 1942     MONUMENTED       CGS
 AN0895  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN0895  HISTORY     - 1988     GOOD             USPSQD
 AN0895  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN0895  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0895
 AN0895                          STATION DESCRIPTION
 AN0895
 AN0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0895'0.8 MI SE FROM INARI.
 AN0895'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS,
 AN0895'BROWNSVILLE AND MEXICO RAILWAY STATION-SIGN AT INARI, REFUGIO COUNTY,
 AN0895'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 113.  0.8 MILE NORTHWEST OF
 AN0895'THE BARNSDALL OIL CO. STORAGE TANKS, AT A 3-BY 3-FOOT CONCRETE-BOX
 AN0895'CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL, 16
 AN0895'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER
 AN0895'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V 594 1942.  NOTE-- RD
 AN0895'WORK IN AREA.
 AN0895
 AN0895                          STATION RECOVERY (1974)
 AN0895
 AN0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN0895'MARK NOT FOUND.
 AN0895
 AN0895                          STATION RECOVERY (1988)
 AN0895
 AN0895'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0895'RECOVERED IN GOOD CONDITION.
 AN0895
 AN0895                          STATION RECOVERY (1994)
 AN0895
 AN0895'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0895'MARK NOT FOUND.
 AN0895
 AN0895                          STATION RECOVERY (1999)
 AN0895
 AN0895'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0381 ***********************************************************************
 AN0381  DESIGNATION -  V 595
 AN0381  PID         -  AN0381
 AN0381  STATE/COUNTY-  TX/ARANSAS
 AN0381  USGS QUAD   -  ST CHARLES BAY (1973)
 AN0381
 AN0381                         *CURRENT SURVEY CONTROL
 AN0381  ___________________________________________________________________
 AN0381* NAD 83(1986)-  28 13 35.     (N)    096 59 10.     (W)     SCALED    
 AN0381* NAVD 88     -         3.14   (+/-2cm)      10.3    (feet)  VERTCON   
 AN0381  ___________________________________________________________________
 AN0381  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0381
 AN0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0381
 AN0381.The horizontal coordinates were scaled from a topographic map and have
 AN0381.an estimated accuracy of +/- 6 seconds.
 AN0381
 AN0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0381.The vertical order pertains to the NGVD 29 superseded value.
 AN0381
 AN0381.The geoid height was determined by GEOID03.
 AN0381
 AN0381;                    North         East    Units  Estimated Accuracy
 AN0381;SPC TXSC     - 4,045,270.      797,670.      MT  (+/- 180 meters Scaled)
 AN0381
 AN0381                          SUPERSEDED SURVEY CONTROL
 AN0381
 AN0381  NGVD 29 (??/??/92)    3.270  (m)           10.73   (f) ADJ UNCH    2 0
 AN0381
 AN0381.Superseded values are not recommended for survey control.
 AN0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0381.See file dsdata.txt to determine how the superseded data were derived.
 AN0381
 AN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS976239(NAD 83)
 AN0381_MARKER: DB = BENCH MARK DISK
 AN0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0381_SP_SET: CULVERT
 AN0381_STAMPING: V 595 1942
 AN0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0381
 AN0381  HISTORY     - Date     Condition        Report By
 AN0381  HISTORY     - 1942     MONUMENTED       CGS
 AN0381  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0381
 AN0381                          STATION DESCRIPTION
 AN0381
 AN0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0381'14.6 MI N FROM ROCKPORT.
 AN0381'TO REACH FROM THE CITY WATER TOWER AT ROCKPORT-- PROCEED NORTH 14.6
 AN0381'MILES ON STATE HIGHWAY NO. 35 TO LARGE CONCRETE CULVERT AND SITE OF
 AN0381'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE SOUTH END OF
 AN0381'THE WEST HEADWALL OF A 4 X 12 FOOT CONCRETE BOX CULVERT, ABOUT 0.5
 AN0381'MILE NORTH OF THE NORTH END OF HIGHWAY BRIDGE OVER CAVASSO CREEK.  IT
 AN0381'IS 16.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AN0381'HIGHWAY.
 AN0381
 AN0381                          STATION RECOVERY (1990)
 AN0381
 AN0381'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0382 ***********************************************************************
 AN0382  DESIGNATION -  V 595 RESET 1955
 AN0382  PID         -  AN0382
 AN0382  STATE/COUNTY-  TX/ARANSAS
 AN0382  USGS QUAD   -  ST CHARLES BAY (1973)
 AN0382
 AN0382                         *CURRENT SURVEY CONTROL
 AN0382  ___________________________________________________________________
 AN0382* NAD 83(1986)-  28 13 35.     (N)    096 59 10.     (W)     SCALED    
 AN0382* NAVD 88     -         3.00   (+/-2cm)       9.8    (feet)  VERTCON   
 AN0382  ___________________________________________________________________
 AN0382  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0382
 AN0382  VERT ORDER  -  THIRD (See Below)
 AN0382
 AN0382.The horizontal coordinates were scaled from a topographic map and have
 AN0382.an estimated accuracy of +/- 6 seconds.
 AN0382
 AN0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0382.The vertical order pertains to the NGVD 29 superseded value.
 AN0382
 AN0382.The geoid height was determined by GEOID03.
 AN0382
 AN0382;                    North         East    Units  Estimated Accuracy
 AN0382;SPC TXSC     - 4,045,270.      797,670.      MT  (+/- 180 meters Scaled)
 AN0382
 AN0382                          SUPERSEDED SURVEY CONTROL
 AN0382
 AN0382  NGVD 29 (01/29/03)    3.12   (m)           10.2    (f) RESET       3  
 AN0382
 AN0382.Superseded values are not recommended for survey control.
 AN0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0382.See file dsdata.txt to determine how the superseded data were derived.
 AN0382
 AN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS976239(NAD 83)
 AN0382_MARKER: DD = SURVEY DISK
 AN0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0382_SP_SET: CULVERT
 AN0382_STAMPING: V 595 RESET 1955
 AN0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0382
 AN0382  HISTORY     - Date     Condition        Report By
 AN0382  HISTORY     - 1955     MONUMENTED       TXHD
 AN0382  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0382  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN0382
 AN0382                          STATION DESCRIPTION
 AN0382
 AN0382'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0382'14.6 MI N FROM ROCKPORT.
 AN0382'14.6 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN0382'ROCKPORT, 0.5 MILE NORTH OF THE NORTH END OF A BRIDGE OVER CAVASSA
 AN0382'CREEK.  AT A 4 BY 12-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 AN0382'SOUTH END OF THE WEST HEADWALL, 22 FEET WEST OF THE CENTERLINE OF THE
 AN0382'HIGHWAY AND ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY.
 AN0382
 AN0382                          STATION RECOVERY (1990)
 AN0382
 AN0382'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0382'MARK NOT FOUND.
 AN0382
 AN0382                          STATION RECOVERY (1991)
 AN0382
 AN0382'RECOVERY NOTE BY US POWER SQUADRON 1991 (ARC)
 AN0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0831 ***********************************************************************
 AN0831  DESIGNATION -  V 596
 AN0831  PID         -  AN0831
 AN0831  STATE/COUNTY-  TX/CALHOUN
 AN0831  USGS QUAD   -  POINT COMFORT (1995)
 AN0831
 AN0831                         *CURRENT SURVEY CONTROL
 AN0831  ___________________________________________________________________
 AN0831* NAD 83(1986)-  28 40 09.     (N)    096 34 09.     (W)     SCALED    
 AN0831* NAVD 88     -         1.84   (+/-2cm)       6.0    (feet)  VERTCON   
 AN0831  ___________________________________________________________________
 AN0831  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0831
 AN0831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0831
 AN0831.The horizontal coordinates were scaled from a topographic map and have
 AN0831.an estimated accuracy of +/- 6 seconds.
 AN0831
 AN0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0831.The vertical order pertains to the NGVD 29 superseded value.
 AN0831
 AN0831.The geoid height was determined by GEOID03.
 AN0831
 AN0831;                    North         East    Units  Estimated Accuracy
 AN0831;SPC TXSC     - 4,095,100.      837,570.      MT  (+/- 180 meters Scaled)
 AN0831
 AN0831                          SUPERSEDED SURVEY CONTROL
 AN0831
 AN0831  NGVD 29 (??/??/92)    1.951  (m)            6.40   (f) ADJ UNCH    2 0
 AN0831
 AN0831.Superseded values are not recommended for survey control.
 AN0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0831.See file dsdata.txt to determine how the superseded data were derived.
 AN0831
 AN0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS375737(NAD 83)
 AN0831_MARKER: DB = BENCH MARK DISK
 AN0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0831_STAMPING: V 596 1942
 AN0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0831+STABILITY: SURFACE MOTION
 AN0831
 AN0831  HISTORY     - Date     Condition        Report By
 AN0831  HISTORY     - 1942     MONUMENTED       CGS
 AN0831  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0831
 AN0831                          STATION DESCRIPTION
 AN0831
 AN0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0831'4.6 MI E FROM PORT LAVACA.
 AN0831'4.6 MILES EAST ALONG STATE HIGHWAY 35 FROM PORT LAVACA, CALHOUN
 AN0831'COUNTY, AT THE JUNCTION OF A ROAD LEADING TO LAVACA BAY, 57 FEET EAST
 AN0831'OF THE CENTER LINE OF THE ROAD, 54 FEET NORTH OF THE CENTER LINE OF
 AN0831'THE HIGHWAY, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET
 AN0831'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 596 1942
 AN0831'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AN0831'GROUND.
 AN0831
 AN0831                          STATION RECOVERY (1998)
 AN0831
 AN0831'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0752 ***********************************************************************
 AN0752  DESIGNATION -  V 597
 AN0752  PID         -  AN0752
 AN0752  STATE/COUNTY-  TX/VICTORIA
 AN0752  USGS QUAD   -  KAMEY (1995)
 AN0752
 AN0752                         *CURRENT SURVEY CONTROL
 AN0752  ___________________________________________________________________
 AN0752* NAD 83(1986)-  28 41 57.     (N)    096 41 44.     (W)     SCALED    
 AN0752* NAVD 88     -         9.56   (+/-2cm)      31.4    (feet)  VERTCON   
 AN0752  ___________________________________________________________________
 AN0752  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN0752
 AN0752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0752
 AN0752.The horizontal coordinates were scaled from a topographic map and have
 AN0752.an estimated accuracy of +/- 6 seconds.
 AN0752
 AN0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0752.The vertical order pertains to the NGVD 29 superseded value.
 AN0752
 AN0752.The geoid height was determined by GEOID03.
 AN0752
 AN0752;                    North         East    Units  Estimated Accuracy
 AN0752;SPC TXSC     - 4,098,180.      825,160.      MT  (+/- 180 meters Scaled)
 AN0752
 AN0752                          SUPERSEDED SURVEY CONTROL
 AN0752
 AN0752  NGVD 29 (??/??/92)    9.685  (m)           31.77   (f) ADJ UNCH    2 0
 AN0752
 AN0752.Superseded values are not recommended for survey control.
 AN0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0752.See file dsdata.txt to determine how the superseded data were derived.
 AN0752
 AN0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS251768(NAD 83)
 AN0752_MARKER: DB = BENCH MARK DISK
 AN0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0752_STAMPING: V 597 1942
 AN0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0752+STABILITY: SURFACE MOTION
 AN0752
 AN0752  HISTORY     - Date     Condition        Report By
 AN0752  HISTORY     - 1942     MONUMENTED       CGS
 AN0752
 AN0752                          STATION DESCRIPTION
 AN0752
 AN0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0752'7.5 MI N FROM PORT LAVACA.
 AN0752'IN VICTORIA COUNTY, 7.5 MILES NORTH ALONG A GRADED ROAD FROM THE TEXAS
 AN0752'AND NEW ORLEANS RAILROAD STATION AT PORT LAVACA, CALHOUN COUNTY, 10.0
 AN0752'MILES EAST OF PLACEDO, VICTORIA COUNTY, AT THE END OF THE GRADED PART
 AN0752'OF THE ROAD (IN 1942), 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3
 AN0752'FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN A FENCE LINE. A
 AN0752'STANDARD DISK, STAMPED V 597 1942 AND SET IN THE TOP OF A CONCRETE
 AN0752'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0199 ***********************************************************************
 AJ0199  DESIGNATION -  V 598
 AJ0199  PID         -  AJ0199
 AJ0199  STATE/COUNTY-  TX/DUVAL
 AJ0199  USGS QUAD   -  SAN JOSE (1968)
 AJ0199
 AJ0199                         *CURRENT SURVEY CONTROL
 AJ0199  ___________________________________________________________________
 AJ0199* NAD 83(1986)-  27 33 02.     (N)    098 16 04.     (W)     SCALED    
 AJ0199* NAVD 88     -        78.036  (meters)     256.02   (feet)  ADJUSTED  
 AJ0199  ___________________________________________________________________
 AJ0199  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AJ0199  DYNAMIC HT  -          77.913 (meters)     255.62  (feet)  COMP
 AJ0199  MODELED GRAV-     979,079.2   (mgal)                       NAVD 88
 AJ0199
 AJ0199  VERT ORDER  -  SECOND    CLASS 0
 AJ0199
 AJ0199.The horizontal coordinates were scaled from a topographic map and have
 AJ0199.an estimated accuracy of +/- 6 seconds.
 AJ0199
 AJ0199.The orthometric height was determined by differential leveling
 AJ0199.and adjusted by the National Geodetic Survey in June 1991..
 AJ0199
 AJ0199.The geoid height was determined by GEOID03.
 AJ0199
 AJ0199.The dynamic height is computed by dividing the NAVD 88
 AJ0199.geopotential number by the normal gravity value computed on the
 AJ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0199.degrees latitude (g = 980.6199 gals.).
 AJ0199
 AJ0199.The modeled gravity was interpolated from observed gravity values.
 AJ0199
 AJ0199;                    North         East    Units  Estimated Accuracy
 AJ0199;SPC TX S     - 5,208,740.      322,940.      MT  (+/- 180 meters Scaled)
 AJ0199
 AJ0199                          SUPERSEDED SURVEY CONTROL
 AJ0199
 AJ0199  NGVD 29 (??/??/92)   78.119  (m)          256.30   (f) ADJ UNCH    2 0
 AJ0199
 AJ0199.Superseded values are not recommended for survey control.
 AJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0199.See file dsdata.txt to determine how the superseded data were derived.
 AJ0199
 AJ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR722476(NAD 83)
 AJ0199_MARKER: DB = BENCH MARK DISK
 AJ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0199_STAMPING: V 598 1942
 AJ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0199+STABILITY: SURFACE MOTION
 AJ0199
 AJ0199  HISTORY     - Date     Condition        Report By
 AJ0199  HISTORY     - 1942     MONUMENTED       CGS
 AJ0199  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0199
 AJ0199                          STATION DESCRIPTION
 AJ0199
 AJ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0199'16.3 MI S FROM SAN DIEGO.
 AJ0199'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0199'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF DIRT ROAD
 AJ0199'LEADING SOUTHERLY.  THENCE, GO 14.8 MILES SOUTHERLY ALONG THE DIRT
 AJ0199'ROAD TO INTERSECTION OF CROSSROAD AND SITE OF BENCH MARK.  BENCH MARK
 AJ0199'IS 48.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 15.0 FEET NORTH OF
 AJ0199'THE CENTERLINE OF THE CROSSROAD, 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AJ0199'MARKER POST AND 1.0 FOOT SOUTH OF FENCE LINE.  THE MONUMENT PROJECTS
 AJ0199'0.5 FOOT.
 AJ0199
 AJ0199                          STATION RECOVERY (1968)
 AJ0199
 AJ0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0207 ***********************************************************************
 AJ0207  DESIGNATION -  V 599
 AJ0207  PID         -  AJ0207
 AJ0207  STATE/COUNTY-  TX/DUVAL
 AJ0207  USGS QUAD   -  BENAVIDES (1968)
 AJ0207
 AJ0207                         *CURRENT SURVEY CONTROL
 AJ0207  ___________________________________________________________________
 AJ0207* NAD 83(1986)-  27 35 33.     (N)    098 22 42.     (W)     SCALED    
 AJ0207* NAVD 88     -       113.883  (meters)     373.63   (feet)  ADJUSTED  
 AJ0207  ___________________________________________________________________
 AJ0207  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AJ0207  DYNAMIC HT  -         113.704 (meters)     373.04  (feet)  COMP
 AJ0207  MODELED GRAV-     979,075.8   (mgal)                       NAVD 88
 AJ0207
 AJ0207  VERT ORDER  -  SECOND    CLASS 0
 AJ0207
 AJ0207.The horizontal coordinates were scaled from a topographic map and have
 AJ0207.an estimated accuracy of +/- 6 seconds.
 AJ0207
 AJ0207.The orthometric height was determined by differential leveling
 AJ0207.and adjusted by the National Geodetic Survey in June 1991..
 AJ0207
 AJ0207.The geoid height was determined by GEOID03.
 AJ0207
 AJ0207.The dynamic height is computed by dividing the NAVD 88
 AJ0207.geopotential number by the normal gravity value computed on the
 AJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0207.degrees latitude (g = 980.6199 gals.).
 AJ0207
 AJ0207.The modeled gravity was interpolated from observed gravity values.
 AJ0207
 AJ0207;                    North         East    Units  Estimated Accuracy
 AJ0207;SPC TX S     - 5,213,380.      312,010.      MT  (+/- 180 meters Scaled)
 AJ0207
 AJ0207                          SUPERSEDED SURVEY CONTROL
 AJ0207
 AJ0207  NGVD 29 (??/??/92)  113.95   (m)          373.9    (f) COMPUTED    2 0
 AJ0207
 AJ0207.Superseded values are not recommended for survey control.
 AJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0207.See file dsdata.txt to determine how the superseded data were derived.
 AJ0207
 AJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR613522(NAD 83)
 AJ0207_MARKER: DB = BENCH MARK DISK
 AJ0207_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0207_SP_SET: ROCK OUTCROP
 AJ0207_STAMPING: V - 599 1942
 AJ0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0207+STABILITY: POSITION/ELEVATION WELL
 AJ0207
 AJ0207  HISTORY     - Date     Condition        Report By
 AJ0207  HISTORY     - 1942     MONUMENTED       CGS
 AJ0207  HISTORY     - 1968     GOOD             NGS
 AJ0207
 AJ0207                          STATION DESCRIPTION
 AJ0207
 AJ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AJ0207'2.6 MI E FROM BENAVIDES.
 AJ0207'P.O. AT BENAVIDES 2.3 MILES EAST ALONG FARM ROAD 2295, 0.2 MILE EAST
 AJ0207'OF A RUIN ROCK HOUSE.  ON SOUTH SIDE OF HWY.  FIRST POLE WEST OF FARM
 AJ0207'HOUSE ON NORTH SIDE OF HWY. 415 FEET SOUTH OF HWY. 30 FEET NORTH OF
 AJ0207'CENTER OF OLD ROAD, AND IN TOP OF ROCK OUTCROP.  A STANDARD DISK
 AJ0207'STAMPED V - 599 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1462 ***********************************************************************
 AX1462  DESIGNATION -  V 6
 AX1462  PID         -  AX1462
 AX1462  STATE/COUNTY-  TX/FAYETTE
 AX1462  USGS QUAD   -  WEST POINT (1981)
 AX1462
 AX1462                         *CURRENT SURVEY CONTROL
 AX1462  ___________________________________________________________________
 AX1462* NAD 83(1986)-  29 57 20.     (N)    097 01 52.     (W)     SCALED    
 AX1462* NAVD 88     -        90.407  (meters)     296.61   (feet)  ADJUSTED  
 AX1462  ___________________________________________________________________
 AX1462  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AX1462  DYNAMIC HT  -          90.284 (meters)     296.21  (feet)  COMP
 AX1462  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 AX1462
 AX1462  VERT ORDER  -  FIRST     CLASS I
 AX1462
 AX1462.The horizontal coordinates were scaled from a topographic map and have
 AX1462.an estimated accuracy of +/- 6 seconds.
 AX1462
 AX1462.The orthometric height was determined by differential leveling
 AX1462.and adjusted by the National Geodetic Survey in June 1991..
 AX1462.WARNING-Repeat measurements at this control monument indicate possible
 AX1462.vertical movement.
 AX1462
 AX1462.The geoid height was determined by GEOID03.
 AX1462
 AX1462.The dynamic height is computed by dividing the NAVD 88
 AX1462.geopotential number by the normal gravity value computed on the
 AX1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1462.degrees latitude (g = 980.6199 gals.).
 AX1462
 AX1462.The modeled gravity was interpolated from observed gravity values.
 AX1462
 AX1462;                    North         East    Units  Estimated Accuracy
 AX1462;SPC TXSC     - 4,236,800.      790,030.      MT  (+/- 180 meters Scaled)
 AX1462
 AX1462                          SUPERSEDED SURVEY CONTROL
 AX1462
 AX1462  NGVD 29 (??/??/92)   90.355  (m)          296.44   (f) ADJ UNCH    1 1
 AX1462
 AX1462.Superseded values are not recommended for survey control.
 AX1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1462.See file dsdata.txt to determine how the superseded data were derived.
 AX1462
 AX1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU899154(NAD 83)
 AX1462_MARKER: Z = SEE DESCRIPTION
 AX1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1462_SP_SET: STONE POST
 AX1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1462+STABILITY: SURFACE MOTION
 AX1462
 AX1462  HISTORY     - Date     Condition        Report By
 AX1462  HISTORY     - UNK      MONUMENTED       CGS
 AX1462  HISTORY     - 1973     GOOD             NGS
 AX1462  HISTORY     - 1978     GOOD             NGS
 AX1462
 AX1462                          STATION DESCRIPTION
 AX1462
 AX1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1462'4.05 MI W FROM PLUM.
 AX1462'4.05 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1462'CROSSING OF AN ASPHALT ROAD AT PLUM, 0.45 MILE EAST OF THE JUNCTION OF
 AX1462'THE TEXAS AND NEW ORLEANS - SOUTHERN PACIFIC RAILROAD, AT WEST POINT,
 AX1462'AT THE CROSSING OF A GRAVEL ROAD, 65 1/2 FEET EAST-NORTHEAST AND
 AX1462'ACROSS THE TRACK FROM THE 14TH TELEPHONE POLE EAST OF MILE POLE 978,
 AX1462'46 1/2 FEET NORTH OF THE NORTH RAIL, 30 1/2 FEET EAST OF THE CENTER
 AX1462'LINE OF THE ROAD, 4 FEET EAST OF A FENCE CORNER, 2.0 FEET SOUTH OF A
 AX1462'FENCE, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST WITH THE
 AX1462'LETTERS U S B M IN IT, THE POST IS PROJECTING 0.3 FOOT ABOVE THE
 AX1462'GROUND AND IS ABOUT 1 FOOT WEST OF A WITNESS POST, ABOUT 4 FOOT LOWER
 AX1462'THAN THE TRACK.
 AX1462
 AX1462                          STATION RECOVERY (1978)
 AX1462
 AX1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0676 ***********************************************************************
 AE0676  DESIGNATION -  V 60 IBWC RESET 1951
 AE0676  PID         -  AE0676
 AE0676  STATE/COUNTY-  TX/STARR
 AE0676  USGS QUAD   -  LA GRULLA (1965)
 AE0676
 AE0676                         *CURRENT SURVEY CONTROL
 AE0676  ___________________________________________________________________
 AE0676* NAD 83(1986)-  26 19 35.     (N)    098 43 14.     (W)     SCALED    
 AE0676* NAVD 88     -        47.432  (meters)     155.62   (feet)  ADJUSTED  
 AE0676  ___________________________________________________________________
 AE0676  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE0676  DYNAMIC HT  -          47.354 (meters)     155.36  (feet)  COMP
 AE0676  MODELED GRAV-     978,990.8   (mgal)                       NAVD 88
 AE0676
 AE0676  VERT ORDER  -  FIRST     CLASS II
 AE0676
 AE0676.The horizontal coordinates were scaled from a topographic map and have
 AE0676.an estimated accuracy of +/- 6 seconds.
 AE0676
 AE0676.The orthometric height was determined by differential leveling
 AE0676.and adjusted by the National Geodetic Survey in June 1991..
 AE0676
 AE0676.The geoid height was determined by GEOID03.
 AE0676
 AE0676.The dynamic height is computed by dividing the NAVD 88
 AE0676.geopotential number by the normal gravity value computed on the
 AE0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0676.degrees latitude (g = 980.6199 gals.).
 AE0676
 AE0676.The modeled gravity was interpolated from observed gravity values.
 AE0676
 AE0676;                    North         East    Units  Estimated Accuracy
 AE0676;SPC TX S     - 5,073,110.      277,980.      MT  (+/- 180 meters Scaled)
 AE0676
 AE0676                          SUPERSEDED SURVEY CONTROL
 AE0676
 AE0676.No superseded survey control is available for this station.
 AE0676
 AE0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ278118(NAD 83)
 AE0676_MARKER: DB = BENCH MARK DISK
 AE0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0676_SP_SET: MONUMENT
 AE0676_STAMPING: V 60 RP 6 RESET 1951
 AE0676_MARK LOGO: IBWC  
 AE0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0676
 AE0676  HISTORY     - Date     Condition        Report By
 AE0676  HISTORY     - 1951     MONUMENTED       CGS
 AE0676  HISTORY     - 1981     GOOD             NGS
 AE0676  HISTORY     - 1987     GOOD             USPSQD
 AE0676
 AE0676                          STATION DESCRIPTION
 AE0676
 AE0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AE0676'1.1 MI W FROM GARCIASVILLE.
 AE0676'ABOUT 1.1 MILE WEST ALONG THE OLD MILITARY ROAD, NOW FARM TO MARKET
 AE0676'ROAD NO, 1430, FROM THE UNION SCHOOL AT GARCIASVILLE, STARR COUNTY, IT
 AE0676'IS JUST INSIDE THE FENCE LINE ON THE SOUTH SIDE OF THE ROAD, 50 FEET
 AE0676'WEST OF THE CENTERLINE OF A ROAD LEADING SOUTH AND 30 FEET WEST OF A
 AE0676'FENCE CORNER.  THERE IS A GROUP OF SMALL HOUSES ON THE NORTH SIDE OF
 AE0676'THE ROAD.  IT IS ACROSS THE ROAD SOUTH, ABOUT 75 FEET SOUTH, SOUTH
 AE0676'WEST FROM A POWER POLE NO. HO-48, 35-6.  A BRONZE DISK SET IN A
 AE0676'CYLINDRICAL, CONCRETE MONUMENT EXTENDING ABOUT 4 INCHES ABOVE THE
 AE0676'GROUND.
 AE0676
 AE0676                          STATION RECOVERY (1981)
 AE0676
 AE0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0676'8.5 KM (5.25 MI) EAST ALONG U.S. HIGHWAY 83 EASTBOUND FROM THE
 AE0676'JUNCTION OF FARM ROAD 755 NORTH AT RIO GRANDE CITY, THENCE 3.2 KM
 AE0676'(2.0 MI) SOUTHEAST ALONG FARM ROAD 1430, AT A DIRT ROAD LEADING
 AE0676'SOUTHWEST, 11.9 METERS (39.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AE0676'FARM ROAD, 6.7 METERS (22.0 FT) SOUTHE EAST OF A POWERLINE POLE WITH A
 AE0676'GUY WIRE, 15.2 METERS (50.0 FT) NORTH WEST OF THE DIRT ROAD,
 AE0676'9.1 METERS (30.0 FT) NORTHWEST OF A FENCE CORNER POST, AND 0.31 METERS
 AE0676'(1.0 FT) NORTHEAST OF A FENCE LINE.
 AE0676'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 AE0676
 AE0676                          STATION RECOVERY (1987)
 AE0676
 AE0676'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0235 ***********************************************************************
 AJ0235  DESIGNATION -  V 600
 AJ0235  PID         -  AJ0235
 AJ0235  STATE/COUNTY-  TX/JIM WELLS
 AJ0235  USGS QUAD   -  ELLA (1963)
 AJ0235
 AJ0235                         *CURRENT SURVEY CONTROL
 AJ0235  ___________________________________________________________________
 AJ0235* NAD 83(1986)-  27 28 04.     (N)    098 06 31.     (W)     SCALED    
 AJ0235* NAVD 88     -        46.491  (meters)     152.53   (feet)  ADJUSTED  
 AJ0235  ___________________________________________________________________
 AJ0235  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AJ0235  DYNAMIC HT  -          46.418 (meters)     152.29  (feet)  COMP
 AJ0235  MODELED GRAV-     979,081.7   (mgal)                       NAVD 88
 AJ0235
 AJ0235  VERT ORDER  -  SECOND    CLASS 0
 AJ0235
 AJ0235.The horizontal coordinates were scaled from a topographic map and have
 AJ0235.an estimated accuracy of +/- 6 seconds.
 AJ0235
 AJ0235.The orthometric height was determined by differential leveling
 AJ0235.and adjusted by the National Geodetic Survey in June 1991..
 AJ0235
 AJ0235.The geoid height was determined by GEOID03.
 AJ0235
 AJ0235.The dynamic height is computed by dividing the NAVD 88
 AJ0235.geopotential number by the normal gravity value computed on the
 AJ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0235.degrees latitude (g = 980.6199 gals.).
 AJ0235
 AJ0235.The modeled gravity was interpolated from observed gravity values.
 AJ0235
 AJ0235;                    North         East    Units  Estimated Accuracy
 AJ0235;SPC TX S     - 5,199,610.      338,680.      MT  (+/- 180 meters Scaled)
 AJ0235
 AJ0235                          SUPERSEDED SURVEY CONTROL
 AJ0235
 AJ0235  NGVD 29 (??/??/92)   46.592  (m)          152.86   (f) ADJ UNCH    2 0
 AJ0235
 AJ0235.Superseded values are not recommended for survey control.
 AJ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0235.See file dsdata.txt to determine how the superseded data were derived.
 AJ0235
 AJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR880385(NAD 83)
 AJ0235_MARKER: DB = BENCH MARK DISK
 AJ0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0235_SP_SET: CULVERT
 AJ0235_STAMPING: V 600 1942
 AJ0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0235
 AJ0235  HISTORY     - Date     Condition        Report By
 AJ0235  HISTORY     - 1942     MONUMENTED       CGS
 AJ0235  HISTORY     - 1976     GOOD             TXHD
 AJ0235
 AJ0235                          STATION DESCRIPTION
 AJ0235
 AJ0235'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0235'7.5 MI N FROM PREMONT.
 AJ0235'7.5 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AJ0235'STATION AT PREMONT, ABOUT 0.15 MILE SOUTH OF A ROAD EAST TO THE EXXON
 AJ0235'REFINERY ON THE KING RANCH, 0.3 MILE SOUTH OF THE STATION AT ELLA, 0.1
 AJ0235'MILE NORTH OF MILEPOST NO. 63, 250 FEET EAST OF THE TRACK, SET IN THE
 AJ0235'TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER
 AJ0235'U.S. HIGHWAY NO. 281, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 AJ0235'AND ABOUT 0.5 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1378 ***********************************************************************
 AN1378  DESIGNATION -  V 601
 AN1378  PID         -  AN1378
 AN1378  STATE/COUNTY-  TX/ARANSAS
 AN1378  USGS QUAD   -  ROCKPORT (1979)
 AN1378
 AN1378                         *CURRENT SURVEY CONTROL
 AN1378  ___________________________________________________________________
 AN1378* NAD 83(1986)-  28 01 19.     (N)    097 03 35.     (W)     SCALED    
 AN1378* NAVD 88     -         3.370  (meters)      11.06   (feet)  ADJUSTED  
 AN1378  ___________________________________________________________________
 AN1378  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1378  DYNAMIC HT  -           3.365 (meters)      11.04  (feet)  COMP
 AN1378  MODELED GRAV-     979,151.5   (mgal)                       NAVD 88
 AN1378
 AN1378  VERT ORDER  -  FIRST     CLASS I
 AN1378
 AN1378.The horizontal coordinates were scaled from a topographic map and have
 AN1378.an estimated accuracy of +/- 6 seconds.
 AN1378
 AN1378.The orthometric height was determined by differential leveling
 AN1378.and adjusted by the National Geodetic Survey in June 1991..
 AN1378
 AN1378.The geoid height was determined by GEOID03.
 AN1378
 AN1378.The dynamic height is computed by dividing the NAVD 88
 AN1378.geopotential number by the normal gravity value computed on the
 AN1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1378.degrees latitude (g = 980.6199 gals.).
 AN1378
 AN1378.The modeled gravity was interpolated from observed gravity values.
 AN1378
 AN1378;                    North         East    Units  Estimated Accuracy
 AN1378;SPC TXSC     - 4,022,490.      790,830.      MT  (+/- 180 meters Scaled)
 AN1378
 AN1378                          SUPERSEDED SURVEY CONTROL
 AN1378
 AN1378.No superseded survey control is available for this station.
 AN1378
 AN1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS907011(NAD 83)
 AN1378_MARKER: DB = BENCH MARK DISK
 AN1378_SETTING: 0 = UNSPECIFIED SETTING
 AN1378_STAMPING: V 601 1942
 AN1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1378
 AN1378  HISTORY     - Date     Condition        Report By
 AN1378  HISTORY     - 1942     MONUMENTED       CGS
 AN1378  HISTORY     - 1948     GOOD             NGS
 AN1378  HISTORY     - 1968     GOOD             NGS
 AN1378  HISTORY     - 1978     GOOD             NGS
 AN1378  HISTORY     - 19910720 GOOD             USPSQD
 AN1378
 AN1378                          STATION DESCRIPTION
 AN1378
 AN1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 AN1378'IN ROCKPORT.
 AN1378'AT ROCKPORT, ARANSAS COUNTY, AT THE WEST EDGE OF TOWN, AT THE
 AN1378'INTERSECTION OF STATE HIGHWAY 35 AND THE OLD BAYSIDE ROAD, 50 FEET
 AN1378'EAST OF THE CENTERLINE OF STATE HIGHWAY 35, 50 FEET SOUTH OF THE
 AN1378'CENTERLINE OF THE BAYSIDE ROAD, 6 FEET SOUTH OF A POWERLINE POLE, 3
 AN1378'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 AN1378'A STANDARD DISK, STAMPED V 601 1942.
 AN1378
 AN1378                          STATION RECOVERY (1968)
 AN1378
 AN1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AN1378'RECOVERED IN GOOD CONDITION.
 AN1378
 AN1378                          STATION RECOVERY (1978)
 AN1378
 AN1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1378'AT ROCKPORT AT THE WEST EDGE OF TOWN AT THE INTERSECTION OF STATE
 AN1378'HIGHWAY 35 AND EAST MARKET STREET, 50 FEET EAST OF THE CENTERLINE
 AN1378'OF STATE HIGHWAY 35, 50 FEET SOUTH OF THE CENTERLINE OF EAST MARKET
 AN1378'STREET AND 6 FEET SOUTH OF A POWERLINE POLE.
 AN1378
 AN1378                          STATION RECOVERY (1991)
 AN1378
 AN1378'RECOVERY NOTE BY US POWER SQUADRON 1991 (ARC)
 AN1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1293 ***********************************************************************
 AN1293  DESIGNATION -  V 602
 AN1293  PID         -  AN1293
 AN1293  STATE/COUNTY-  TX/REFUGIO
 AN1293  USGS QUAD   -  TWIN MOTT LAKE (1978)
 AN1293
 AN1293                         *CURRENT SURVEY CONTROL
 AN1293  ___________________________________________________________________
 AN1293* NAD 83(1986)-  28 19 03.     (N)    097 00 13.     (W)     SCALED    
 AN1293* NAVD 88     -         6.54   (+/-2cm)      21.5    (feet)  VERTCON   
 AN1293  ___________________________________________________________________
 AN1293  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN1293
 AN1293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1293
 AN1293.The horizontal coordinates were scaled from a topographic map and have
 AN1293.an estimated accuracy of +/- 6 seconds.
 AN1293
 AN1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1293.The vertical order pertains to the NGVD 29 superseded value.
 AN1293
 AN1293.The geoid height was determined by GEOID03.
 AN1293
 AN1293;                    North         East    Units  Estimated Accuracy
 AN1293;SPC TXSC     - 4,055,330.      795,780.      MT  (+/- 180 meters Scaled)
 AN1293
 AN1293                          SUPERSEDED SURVEY CONTROL
 AN1293
 AN1293  NGVD 29 (??/??/92)    6.664  (m)           21.86   (f) ADJ UNCH    2 0
 AN1293
 AN1293.Superseded values are not recommended for survey control.
 AN1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1293.See file dsdata.txt to determine how the superseded data were derived.
 AN1293
 AN1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS957339(NAD 83)
 AN1293_MARKER: DB = BENCH MARK DISK
 AN1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1293_SP_SET: ABUTMENT
 AN1293_STAMPING: V 602 1942
 AN1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1293
 AN1293  HISTORY     - Date     Condition        Report By
 AN1293  HISTORY     - 1942     MONUMENTED       CGS
 AN1293  HISTORY     - 1988     GOOD             USPSQD
 AN1293  HISTORY     - 1990     GOOD             USPSQD
 AN1293  HISTORY     - 19990726 GOOD             USPSQD
 AN1293
 AN1293                          STATION DESCRIPTION
 AN1293
 AN1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1293'9.6 MI S FROM TIVOLI.
 AN1293'9.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF STATE
 AN1293'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 4.0 MILES SOUTHWEST ALONG A
 AN1293'COUNTY ROAD.  AT A CONCRETE BRIDGE OVER SALT CREEK, IN THE TOP OF THE
 AN1293'SOUTH END OF THE EAST ABUTMENT, 15 FEET SOUTH OF THE CENTERLINE OF THE
 AN1293'BRIDGE, 0.6 FOOT SOUTH OF THE EAST END OF THE SOUTH GUARDRAIL, AND 1/2
 AN1293'FOOT HIGHER THAN THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED V 602
 AN1293'1942.
 AN1293
 AN1293                          STATION RECOVERY (1988)
 AN1293
 AN1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1293'RECOVERED IN GOOD CONDITION.
 AN1293
 AN1293                          STATION RECOVERY (1990)
 AN1293
 AN1293'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1293'RECOVERED IN GOOD CONDITION.
 AN1293
 AN1293                          STATION RECOVERY (1999)
 AN1293
 AN1293'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1332 ***********************************************************************
 AN1332  DESIGNATION -  V 603
 AN1332  PID         -  AN1332
 AN1332  STATE/COUNTY-  TX/SAN PATRICIO
 AN1332  USGS QUAD   -  RINCON BEND (1979)
 AN1332
 AN1332                         *CURRENT SURVEY CONTROL
 AN1332  ___________________________________________________________________
 AN1332* NAD 83(1986)-  28 02 39.     (N)    097 19 33.     (W)     SCALED    
 AN1332* NAVD 88     -         9.08   (+/-2cm)      29.8    (feet)  VERTCON   
 AN1332  ___________________________________________________________________
 AN1332  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1332
 AN1332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1332
 AN1332.The horizontal coordinates were scaled from a topographic map and have
 AN1332.an estimated accuracy of +/- 6 seconds.
 AN1332
 AN1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1332.The vertical order pertains to the NGVD 29 superseded value.
 AN1332
 AN1332.The geoid height was determined by GEOID03.
 AN1332
 AN1332;                    North         East    Units  Estimated Accuracy
 AN1332;SPC TX S     - 5,263,960.      415,450.      MT  (+/- 180 meters Scaled)
 AN1332
 AN1332                          SUPERSEDED SURVEY CONTROL
 AN1332
 AN1332  NGVD 29 (??/??/92)    9.24   (m)           30.3    (f) COMPUTED    2 0
 AN1332
 AN1332.Superseded values are not recommended for survey control.
 AN1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1332.See file dsdata.txt to determine how the superseded data were derived.
 AN1332
 AN1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS645032(NAD 83)
 AN1332_MARKER: DB = BENCH MARK DISK
 AN1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1332_STAMPING: V 603 1942
 AN1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1332+STABILITY: SURFACE MOTION
 AN1332
 AN1332  HISTORY     - Date     Condition        Report By
 AN1332  HISTORY     - 1942     MONUMENTED       CGS
 AN1332  HISTORY     - 1949     GOOD             NGS
 AN1332  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1332  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1332
 AN1332                          STATION DESCRIPTION
 AN1332
 AN1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1332'1.0 MI E FROM TAFT.
 AN1332'1.0 MILES EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT TAFT, SAN
 AN1332'PATRICIO COUNTY, 4.0 MILES NORTH ALONG ANOTHER COUNTY ROAD, AND 3.0
 AN1332'MILES EAST ALONG A PAVED COUNTY ROAD.  AT A DIRT-ROAD INTERSECTION, 36
 AN1332'FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 36 FEET WEST OF THE
 AN1332'CENTERLINE OF THE DIRT ROAD, 4 FEET WEST OF A POWERLINE POLE, 3 FEET
 AN1332'EAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE PAVED
 AN1332'ROAD.  A STANDARD DISK, STAMPED V 603 1942 AND SET IN THE TOP OF A
 AN1332'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1332
 AN1332                          STATION RECOVERY (1973)
 AN1332
 AN1332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1332'MARK NOT FOUND.
 AN1332
 AN1332                          STATION RECOVERY (1988)
 AN1332
 AN1332'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1316 ***********************************************************************
 AN1316  DESIGNATION -  V 604
 AN1316  PID         -  AN1316
 AN1316  STATE/COUNTY-  TX/REFUGIO
 AN1316  USGS QUAD   -  BAYSIDE (1979)
 AN1316
 AN1316                         *CURRENT SURVEY CONTROL
 AN1316  ___________________________________________________________________
 AN1316* NAD 83(1986)-  28 04 37.     (N)    097 13 21.     (W)     SCALED    
 AN1316* NAVD 88     -         0.48   (+/-2cm)       1.6    (feet)  VERTCON   
 AN1316  ___________________________________________________________________
 AN1316  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1316
 AN1316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1316
 AN1316.The horizontal coordinates were scaled from a topographic map and have
 AN1316.an estimated accuracy of +/- 6 seconds.
 AN1316
 AN1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1316.The vertical order pertains to the NGVD 29 superseded value.
 AN1316
 AN1316.The geoid height was determined by GEOID03.
 AN1316
 AN1316;                    North         East    Units  Estimated Accuracy
 AN1316;SPC TXSC     - 4,028,330.      774,730.      MT  (+/- 180 meters Scaled)
 AN1316
 AN1316                          SUPERSEDED SURVEY CONTROL
 AN1316
 AN1316  NGVD 29 (??/??/92)    0.62   (m)            2.0    (f) COMPUTED    2 0
 AN1316
 AN1316.Superseded values are not recommended for survey control.
 AN1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1316.See file dsdata.txt to determine how the superseded data were derived.
 AN1316
 AN1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS746070(NAD 83)
 AN1316_MARKER: DB = BENCH MARK DISK
 AN1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1316_STAMPING: V 604 1942
 AN1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1316+STABILITY: SURFACE MOTION
 AN1316
 AN1316  HISTORY     - Date     Condition        Report By
 AN1316  HISTORY     - 1942     MONUMENTED       CGS
 AN1316  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1316  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1316
 AN1316                          STATION DESCRIPTION
 AN1316
 AN1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1316'1.3 MI S FROM BAYSIDE.
 AN1316'1.3 MILES SOUTH ALONG THE GREGORY ROAD FROM THE POST OFFICE AT
 AN1316'BAYSIDE, REFUGIO COUNTY, ON THE NORTHWEST SHORE OF COPANO BAY, 400
 AN1316'FEET NORTHWEST OF THE NORTHWEST END OF THE CAUSEWAY, 61 FEET WEST OF
 AN1316'THE CENTERLINE OF THE ROAD, 27 FEET NORTHWEST OF THE BAY SHORE, 27
 AN1316'FEET EAST OF A POWERLINE POLE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN1316'POST, AND 2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED V 604
 AN1316'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 AN1316'ABOVE GROUND.
 AN1316
 AN1316                          STATION RECOVERY (1974)
 AN1316
 AN1316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1316'MARK NOT FOUND.
 AN1316
 AN1316                          STATION RECOVERY (1999)
 AN1316
 AN1316'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0152 ***********************************************************************
 AH0152  DESIGNATION -  V 605
 AH0152  PID         -  AH0152
 AH0152  STATE/COUNTY-  TX/SAN PATRICIO
 AH0152  USGS QUAD   -  ARANSAS PASS (1975)
 AH0152
 AH0152                         *CURRENT SURVEY CONTROL
 AH0152  ___________________________________________________________________
 AH0152* NAD 83(1986)-  27 52 52.     (N)    097 12 48.     (W)     SCALED    
 AH0152* NAVD 88     -         4.748  (meters)      15.58   (feet)  ADJUSTED  
 AH0152  ___________________________________________________________________
 AH0152  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0152  DYNAMIC HT  -           4.741 (meters)      15.55  (feet)  COMP
 AH0152  MODELED GRAV-     979,139.9   (mgal)                       NAVD 88
 AH0152
 AH0152  VERT ORDER  -  FIRST     CLASS I
 AH0152
 AH0152.The horizontal coordinates were scaled from a topographic map and have
 AH0152.an estimated accuracy of +/- 6 seconds.
 AH0152
 AH0152.The orthometric height was determined by differential leveling
 AH0152.and adjusted by the National Geodetic Survey in June 1991..
 AH0152.WARNING-Repeat measurements at this control monument indicate possible
 AH0152.vertical movement.
 AH0152
 AH0152.The geoid height was determined by GEOID03.
 AH0152
 AH0152.The dynamic height is computed by dividing the NAVD 88
 AH0152.geopotential number by the normal gravity value computed on the
 AH0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0152.degrees latitude (g = 980.6199 gals.).
 AH0152
 AH0152.The modeled gravity was interpolated from observed gravity values.
 AH0152
 AH0152;                    North         East    Units  Estimated Accuracy
 AH0152;SPC TX S     - 5,246,000.      426,700.      MT  (+/- 180 meters Scaled)
 AH0152
 AH0152                          SUPERSEDED SURVEY CONTROL
 AH0152
 AH0152  NGVD 29 (??/??/92)    4.926  (m)           16.16   (f) ADJ UNCH    1 1
 AH0152
 AH0152.Superseded values are not recommended for survey control.
 AH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0152.See file dsdata.txt to determine how the superseded data were derived.
 AH0152
 AH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR758853(NAD 83)
 AH0152_MARKER: DB = BENCH MARK DISK
 AH0152_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH0152+WITH SETTING: PAVEMENT
 AH0152_SP_SET: WATER TANK BASE
 AH0152_STAMPING: V 605 1942
 AH0152_MARK LOGO: CGS   
 AH0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0152+STABILITY: SURFACE MOTION
 AH0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0152+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0152
 AH0152  HISTORY     - Date     Condition        Report By
 AH0152  HISTORY     - 1942     MONUMENTED       CGS
 AH0152  HISTORY     - 1959     GOOD             NGS
 AH0152  HISTORY     - 1978     GOOD             NGS
 AH0152  HISTORY     - 1989     GOOD             USPSQD
 AH0152  HISTORY     - 1989     GOOD             USPSQD
 AH0152  HISTORY     - 19910720 GOOD             USPSQD
 AH0152  HISTORY     - 19950610 GOOD             USPSQD
 AH0152  HISTORY     - 19970203 GOOD             NGS
 AH0152
 AH0152                          STATION DESCRIPTION
 AH0152
 AH0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0152'0.15 MI NW FROM INGLESIDE.
 AH0152'ABOUT 0.15 MILE NORTHWEST ALONG FARM ROAD 632 FROM THE POSTOFFICE AT
 AH0152'INGLESIDE, 191 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN THE
 AH0152'TOP OF THE NORTH CORNER OF THE CONCRETE BASE OF THE NORTH LEG OF THE
 AH0152'CITY WATER TANK, AND ABOUT LEVEL WITH THE ROAD.
 AH0152
 AH0152                          STATION RECOVERY (1978)
 AH0152
 AH0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0152'0.2 MILE NORTHWEST ALONG MAIN STREET FROM THE JUNCTION WITH FARM
 AH0152'ROAD 1069 AT INGLESIDE, AT THE RAZED SITE OF OLD CITY WATER TOWER,
 AH0152'SET IN THE TOP OF THE NORTH CORNER OF THE FOUNDATION FOR THE NORTH
 AH0152'LEG OF AN ABANDONED WATER TANK, 130 FT NORTHWEST OF THE
 AH0152'CENTERLINE OF SAN ANGELO STREET, 191 FT SOUTHWEST OF CENTERLINE
 AH0152'OF MAIN STREET, 39 FT SOUTHEAST OF A POWERLINE POLE, 54 FT SOUTHWEST
 AH0152'OF THE SOUTHWEST CORNER OF THE INGLESIDE PATIO BAR.
 AH0152
 AH0152                          STATION RECOVERY (1989)
 AH0152
 AH0152'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0152'RECOVERED IN GOOD CONDITION.
 AH0152
 AH0152                          STATION RECOVERY (1989)
 AH0152
 AH0152'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0152'RECOVERED IN GOOD CONDITION.
 AH0152
 AH0152                          STATION RECOVERY (1991)
 AH0152
 AH0152'RECOVERY NOTE BY US POWER SQUADRON 1991 (RM)
 AH0152'RECOVERED IN GOOD CONDITION.
 AH0152
 AH0152                          STATION RECOVERY (1995)
 AH0152
 AH0152'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0152'RECOVERED IN GOOD CONDITION.
 AH0152
 AH0152                          STATION RECOVERY (1997)
 AH0152
 AH0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0152'IN INGLESIDE, AT THE INTERSECTION OF SAN ANGELO AND HUMBLE STREETS,
 AH0152'NEAR THE NORTH CORNER OF THE NORTH CONCRETE FOOTING FOR A WATER TANK
 AH0152'(TANK REMOVED) , 42.8 M (140.4 FT) NORTHEAST OF THE CENTER OF HUMBLE
 AH0152'STREET, 39.4 M (129.3 FT) NORTHWEST OF THE CENTER OF SAN ANGELO
 AH0152'STREET, 10.0 M (32.8 FT) SOUTHWEST OF THE CENTER OF AN ALLEY, AND 0.3
 AH0152'M (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1355 ***********************************************************************
 AN1355  DESIGNATION -  V 606
 AN1355  PID         -  AN1355
 AN1355  STATE/COUNTY-  TX/SAN PATRICIO
 AN1355  USGS QUAD   -  RINCON BEND (1979)
 AN1355
 AN1355                         *CURRENT SURVEY CONTROL
 AN1355  ___________________________________________________________________
 AN1355* NAD 83(1986)-  28 00 05.     (N)    097 16 04.     (W)     SCALED    
 AN1355* NAVD 88     -         6.11   (+/-2cm)      20.0    (feet)  VERTCON   
 AN1355  ___________________________________________________________________
 AN1355  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1355
 AN1355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1355
 AN1355.The horizontal coordinates were scaled from a topographic map and have
 AN1355.an estimated accuracy of +/- 6 seconds.
 AN1355
 AN1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1355.The vertical order pertains to the NGVD 29 superseded value.
 AN1355
 AN1355.The geoid height was determined by GEOID03.
 AN1355
 AN1355;                    North         East    Units  Estimated Accuracy
 AN1355;SPC TX S     - 5,259,270.      421,210.      MT  (+/- 180 meters Scaled)
 AN1355
 AN1355                          SUPERSEDED SURVEY CONTROL
 AN1355
 AN1355  NGVD 29 (??/??/92)    6.26   (m)           20.5    (f) COMPUTED    2 0
 AN1355
 AN1355.Superseded values are not recommended for survey control.
 AN1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1355.See file dsdata.txt to determine how the superseded data were derived.
 AN1355
 AN1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR703985(NAD 83)
 AN1355_MARKER: DB = BENCH MARK DISK
 AN1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1355_STAMPING: V 606 1942
 AN1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1355+STABILITY: SURFACE MOTION
 AN1355
 AN1355  HISTORY     - Date     Condition        Report By
 AN1355  HISTORY     - 1942     MONUMENTED       CGS
 AN1355  HISTORY     - 1949     GOOD             NGS
 AN1355  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1355
 AN1355                          STATION DESCRIPTION
 AN1355
 AN1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1355'6.1 MI NE FROM GREGORY.
 AN1355'6.1 MILES NORTHEAST ALONG THE BAYSIDE ROAD FROM THE POST OFFICE AT
 AN1355'GREGORY, SAN PATRICIO COUNTY, 1.0 MILE WEST ALONG A PAVED ROAD.  AT A
 AN1355'ROAD INTERSECTION, 35 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD,
 AN1355'35 FEET WEST OF THE CENTERLINE OF THE CROSS ROAD, 8 FEET EAST OF A
 AN1355'POWERLINE POLE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 AN1355'WITH THE MAIN ROAD.  A STANDARD DISK, STAMPED V 606 1942 AND SET IN
 AN1355'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1355
 AN1355                          STATION RECOVERY (1974)
 AN1355
 AN1355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0808 ***********************************************************************
 AH0808  DESIGNATION -  V 609
 AH0808  PID         -  AH0808
 AH0808  STATE/COUNTY-  TX/NUECES
 AH0808  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0808
 AH0808                         *CURRENT SURVEY CONTROL
 AH0808  ___________________________________________________________________
 AH0808* NAD 83(1986)-  27 41 12.     (N)    097 38 06.     (W)     SCALED    
 AH0808* NAVD 88     -        16.171  (meters)      53.05   (feet)  ADJUSTED  
 AH0808  ___________________________________________________________________
 AH0808  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH0808  DYNAMIC HT  -          16.146 (meters)      52.97  (feet)  COMP
 AH0808  MODELED GRAV-     979,114.9   (mgal)                       NAVD 88
 AH0808
 AH0808  VERT ORDER  -  SECOND    CLASS 0
 AH0808
 AH0808.The horizontal coordinates were scaled from a topographic map and have
 AH0808.an estimated accuracy of +/- 6 seconds.
 AH0808
 AH0808.The orthometric height was determined by differential leveling
 AH0808.and adjusted by the National Geodetic Survey in June 1991..
 AH0808.WARNING-Repeat measurements at this control monument indicate possible
 AH0808.vertical movement.
 AH0808
 AH0808.The geoid height was determined by GEOID03.
 AH0808
 AH0808.The dynamic height is computed by dividing the NAVD 88
 AH0808.geopotential number by the normal gravity value computed on the
 AH0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0808.degrees latitude (g = 980.6199 gals.).
 AH0808
 AH0808.The modeled gravity was interpolated from observed gravity values.
 AH0808
 AH0808;                    North         East    Units  Estimated Accuracy
 AH0808;SPC TX S     - 5,224,100.      385,320.      MT  (+/- 180 meters Scaled)
 AH0808
 AH0808                          SUPERSEDED SURVEY CONTROL
 AH0808
 AH0808  NGVD 29 (??/??/92)   16.310  (m)           53.51   (f) ADJ UNCH    2 0
 AH0808
 AH0808.Superseded values are not recommended for survey control.
 AH0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0808.See file dsdata.txt to determine how the superseded data were derived.
 AH0808
 AH0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR346632(NAD 83)
 AH0808_MARKER: DB = BENCH MARK DISK
 AH0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0808_SP_SET: CULVERT
 AH0808_STAMPING: V 609 1942
 AH0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0808
 AH0808  HISTORY     - Date     Condition        Report By
 AH0808  HISTORY     - 1942     MONUMENTED       CGS
 AH0808  HISTORY     - 1949     GOOD             NGS
 AH0808  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0808
 AH0808                          STATION DESCRIPTION
 AH0808
 AH0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0808'1.0 MI N FROM PETRONILLA.
 AH0808'1.0 MILE NORTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT PETRONILLA,
 AH0808'NUECES COUNTY, AT THE INTERSECTION OF AN EAST-AND-WEST ROAD 112 FEET
 AH0808'EAST OF THE CENTER LINE OF THE MAIN ROAD, 17 FEET SOUTHEAST OF AND
 AH0808'ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE EAST-AND-WEST ROAD, AT
 AH0808'A LARGE CONCRETE CULVERT UNDER THE SOUTHEAST LEG OF THE Y AT THE
 AH0808'INTERSECTION, AND IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 AH0808'HEAD WALL.  A STANDARD DISK, STAMPED V 609 1942.
 AH0808
 AH0808                          STATION RECOVERY (2001)
 AH0808
 AH0808'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0422 ***********************************************************************
 AH0422  DESIGNATION -  V 610
 AH0422  PID         -  AH0422
 AH0422  STATE/COUNTY-  TX/KLEBERG
 AH0422  USGS QUAD   -  PITA ISLAND (1975)
 AH0422
 AH0422                         *CURRENT SURVEY CONTROL
 AH0422  ___________________________________________________________________
 AH0422* NAD 83(1986)-  27 33 05.     (N)    097 20 05.     (W)     SCALED    
 AH0422* NAVD 88     -         4.505  (meters)      14.78   (feet)  ADJUSTED  
 AH0422  ___________________________________________________________________
 AH0422  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AH0422  DYNAMIC HT  -           4.498 (meters)      14.76  (feet)  COMP
 AH0422  MODELED GRAV-     979,120.6   (mgal)                       NAVD 88
 AH0422
 AH0422  VERT ORDER  -  SECOND    CLASS 0
 AH0422
 AH0422.The horizontal coordinates were scaled from a topographic map and have
 AH0422.an estimated accuracy of +/- 6 seconds.
 AH0422
 AH0422.The orthometric height was determined by differential leveling
 AH0422.and adjusted by the National Geodetic Survey in June 1991..
 AH0422
 AH0422.The geoid height was determined by GEOID03.
 AH0422
 AH0422.The dynamic height is computed by dividing the NAVD 88
 AH0422.geopotential number by the normal gravity value computed on the
 AH0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0422.degrees latitude (g = 980.6199 gals.).
 AH0422
 AH0422.The modeled gravity was interpolated from observed gravity values.
 AH0422
 AH0422;                    North         East    Units  Estimated Accuracy
 AH0422;SPC TX S     - 5,209,350.      415,080.      MT  (+/- 180 meters Scaled)
 AH0422
 AH0422                          SUPERSEDED SURVEY CONTROL
 AH0422
 AH0422  NGVD 29 (??/??/92)    4.657  (m)           15.28   (f) ADJ UNCH    2 0
 AH0422
 AH0422.Superseded values are not recommended for survey control.
 AH0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0422.See file dsdata.txt to determine how the superseded data were derived.
 AH0422
 AH0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR644486(NAD 83)
 AH0422_MARKER: DB = BENCH MARK DISK
 AH0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0422_STAMPING: V 610 1942
 AH0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0422+STABILITY: SURFACE MOTION
 AH0422
 AH0422  HISTORY     - Date     Condition        Report By
 AH0422  HISTORY     - 1942     MONUMENTED       CGS
 AH0422  HISTORY     - 1949     GOOD             NGS
 AH0422
 AH0422                          STATION DESCRIPTION
 AH0422
 AH0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0422'1.2 MI S FROM CORPUS CHRISTI.
 AH0422'IN KLEBERG COUNTY, 1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE
 AH0422'TEXAS MEXICAN RAILROAD CO. STATION AT CORPUS CHRISTI, NUECES COUNTY,
 AH0422'THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST
 AH0422'ALONG LEXINGTON BOULEVARD (STATE HIGHWAY 358) TO THE INTERSECTION OF
 AH0422'THE ROAD LEADING FROM CORPUS CHRISTI NAVAL AIR STATION TO OUTLYING
 AH0422'FIELD 42 (ABANDONED), THENCE 4.0 MILES SOUTH ALONG NUECES COUNTY ROAD
 AH0422'NO. 3 TO THE NORTH GATE OF THE LAURELES DIVISION OF THE KING RANCH,
 AH0422'AND THENCE 5.3 MILES SOUTH ALONG NORTH GATE ROAD. 0.3 MILE SOUTH OF
 AH0422'THE SOUTHEAST CORNER OF OUTLYING FIELD 41 (ABANDONED), 0.1 MILE WEST
 AH0422'OF LOS CEDROS WINDMILL, ON THE KING RANCH, 40 FEET WEST OF AND ABOUT
 AH0422'LEVEL WITH THE CENTER LINE OF THE ROAD, AND 8 FEET NORTH OF A POLE
 AH0422'WITH A GUY WIRE ON THE OUTSIDE OF A LEFT CURVE. A STANDARD DISK,
 AH0422'STAMPED V 610 1942 AND SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 AH0422'POST PROJECTING 2 FEET ABOVE GROUND. NOTE-- THIS BENCH MARK MAY BE
 AH0422'REACHED FROM THE SOUTH GATE TO CORPUS CHRISTI NAVAL AIR STATION BY
 AH0422'GOING 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 358, THENCE 4.4 MILES
 AH0422'SOUTHWEST ALONG WALDRON FIELD ROAD TO THE NORTH GATE OF THE LAURELES
 AH0422'DIVISION OF THE KING RANCH, AND THENCE 5.3 MILES SOUTH ALONG NORTH
 AH0422'GATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0992 ***********************************************************************
 AH0992  DESIGNATION -  V 611
 AH0992  PID         -  AH0992
 AH0992  STATE/COUNTY-  TX/KLEBERG
 AH0992  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH0992
 AH0992                         *CURRENT SURVEY CONTROL
 AH0992  ___________________________________________________________________
 AH0992* NAD 83(1986)-  27 32 49.     (N)    097 55 27.     (W)     SCALED    
 AH0992* NAVD 88     -        27.377  (meters)      89.82   (feet)  ADJUSTED  
 AH0992  ___________________________________________________________________
 AH0992  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AH0992  DYNAMIC HT  -          27.334 (meters)      89.68  (feet)  COMP
 AH0992  MODELED GRAV-     979,092.8   (mgal)                       NAVD 88
 AH0992
 AH0992  VERT ORDER  -  SECOND    CLASS 0
 AH0992
 AH0992.The horizontal coordinates were scaled from a topographic map and have
 AH0992.an estimated accuracy of +/- 6 seconds.
 AH0992
 AH0992.The orthometric height was determined by differential leveling
 AH0992.and adjusted by the National Geodetic Survey in June 1991..
 AH0992
 AH0992.The geoid height was determined by GEOID03.
 AH0992
 AH0992.The dynamic height is computed by dividing the NAVD 88
 AH0992.geopotential number by the normal gravity value computed on the
 AH0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0992.degrees latitude (g = 980.6199 gals.).
 AH0992
 AH0992.The modeled gravity was interpolated from observed gravity values.
 AH0992
 AH0992;                    North         East    Units  Estimated Accuracy
 AH0992;SPC TX S     - 5,208,450.      356,870.      MT  (+/- 180 meters Scaled)
 AH0992
 AH0992                          SUPERSEDED SURVEY CONTROL
 AH0992
 AH0992  NGVD 29 (??/??/92)   27.465  (m)           90.11   (f) ADJ UNCH    2 0
 AH0992
 AH0992.Superseded values are not recommended for survey control.
 AH0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0992.See file dsdata.txt to determine how the superseded data were derived.
 AH0992
 AH0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR062474(NAD 83)
 AH0992_MARKER: DB = BENCH MARK DISK
 AH0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0992_STAMPING: V 611 1942
 AH0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0992+STABILITY: SURFACE MOTION
 AH0992
 AH0992  HISTORY     - Date     Condition        Report By
 AH0992  HISTORY     - 1942     MONUMENTED       CGS
 AH0992
 AH0992                          STATION DESCRIPTION
 AH0992
 AH0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0992'4.2 MI NW FROM KINGSVILLE.
 AH0992'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE. PROCEED
 AH0992'WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141.  THENCE NORTHWESTERLY
 AH0992'ON RANCH ROAD 1.0 MILE TO SITE OF BENCH MARK.  BENCH MARK IS ON FENCE
 AH0992'LINE 0.9 MILE NORTH OF THE KING RANCH HORSE BARN, ABOUT 0.1 MILE SOUTH
 AH0992'OF CATTLE CORRALS.  IT IS 24.0 FEET SOUTH OF GATE ON RANCH ROAD, 4.0
 AH0992'FEET SOUTH OF 4 X 4 WOODEN MARKER POST AND THE MONUMENT PROJECTS ABOUT
 AH0992'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0638 ***********************************************************************
 AH0638  DESIGNATION -  V 612
 AH0638  PID         -  AH0638
 AH0638  STATE/COUNTY-  TX/KLEBERG
 AH0638  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0638
 AH0638                         *CURRENT SURVEY CONTROL
 AH0638  ___________________________________________________________________
 AH0638* NAD 83(1986)-  27 27 48.     (N)    097 58 04.     (W)     SCALED    
 AH0638* NAVD 88     -        28.160  (meters)      92.39   (feet)  ADJUSTED  
 AH0638  ___________________________________________________________________
 AH0638  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH0638  DYNAMIC HT  -          28.116 (meters)      92.24  (feet)  COMP
 AH0638  MODELED GRAV-     979,087.9   (mgal)                       NAVD 88
 AH0638
 AH0638  VERT ORDER  -  SECOND    CLASS 0
 AH0638
 AH0638.The horizontal coordinates were scaled from a topographic map and have
 AH0638.an estimated accuracy of +/- 6 seconds.
 AH0638
 AH0638.The orthometric height was determined by differential leveling
 AH0638.and adjusted by the National Geodetic Survey in June 1991..
 AH0638
 AH0638.The geoid height was determined by GEOID03.
 AH0638
 AH0638.The dynamic height is computed by dividing the NAVD 88
 AH0638.geopotential number by the normal gravity value computed on the
 AH0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0638.degrees latitude (g = 980.6199 gals.).
 AH0638
 AH0638.The modeled gravity was interpolated from observed gravity values.
 AH0638
 AH0638;                    North         East    Units  Estimated Accuracy
 AH0638;SPC TX S     - 5,199,170.      352,600.      MT  (+/- 180 meters Scaled)
 AH0638
 AH0638                          SUPERSEDED SURVEY CONTROL
 AH0638
 AH0638  NGVD 29 (??/??/92)   28.256  (m)           92.70   (f) ADJ UNCH    2 0
 AH0638
 AH0638.Superseded values are not recommended for survey control.
 AH0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0638.See file dsdata.txt to determine how the superseded data were derived.
 AH0638
 AH0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR019381(NAD 83)
 AH0638_MARKER: DB = BENCH MARK DISK
 AH0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0638_STAMPING: V 612 1942
 AH0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0638+STABILITY: SURFACE MOTION
 AH0638
 AH0638  HISTORY     - Date     Condition        Report By
 AH0638  HISTORY     - 1942     MONUMENTED       CGS
 AH0638  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0638
 AH0638                          STATION DESCRIPTION
 AH0638
 AH0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0638'9.0 MI SW FROM KINGSVILLE.
 AH0638'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH0638'PROCEED WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141.  THENCE GO
 AH0638'SOUTHERLY 5.8 MILES ALONG RANCH ROAD TO SITE OF BENCH MARK.  BENCH
 AH0638'MARK IS ON FENCE LINE CORNER ABOUT 0.4 MILE NORTH OF WINDMILL AT POINT
 AH0638'WHERE FENCE TURNS WEST, 15.0 FEET WEST OF RANCH ROAD, 3.0 FEET WEST OF
 AH0638'NORTH AND SOUTH FENCE, 2.0 FEET NORTHWEST OF 4 X 4 INCH WOODEN MARKER
 AH0638'POST AND MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AH0638
 AH0638                          STATION RECOVERY (1975)
 AH0638
 AH0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0470 ***********************************************************************
 AH0470  DESIGNATION -  V 613
 AH0470  PID         -  AH0470
 AH0470  STATE/COUNTY-  TX/KLEBERG
 AH0470  USGS QUAD   -  RICARDO (1979)
 AH0470
 AH0470                         *CURRENT SURVEY CONTROL
 AH0470  ___________________________________________________________________
 AH0470* NAD 83(1986)-  27 25 21.     (N)    097 51 07.     (W)     SCALED    
 AH0470* NAVD 88     -        15.923  (meters)      52.24   (feet)  ADJUSTED  
 AH0470  ___________________________________________________________________
 AH0470  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH0470  DYNAMIC HT  -          15.898 (meters)      52.16  (feet)  COMP
 AH0470  MODELED GRAV-     979,094.7   (mgal)                       NAVD 88
 AH0470
 AH0470  VERT ORDER  -  FIRST     CLASS II
 AH0470
 AH0470.The horizontal coordinates were scaled from a topographic map and have
 AH0470.an estimated accuracy of +/- 6 seconds.
 AH0470
 AH0470.The orthometric height was determined by differential leveling
 AH0470.and adjusted by the National Geodetic Survey in June 1991..
 AH0470
 AH0470.The geoid height was determined by GEOID03.
 AH0470
 AH0470.The dynamic height is computed by dividing the NAVD 88
 AH0470.geopotential number by the normal gravity value computed on the
 AH0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0470.degrees latitude (g = 980.6199 gals.).
 AH0470
 AH0470.The modeled gravity was interpolated from observed gravity values.
 AH0470
 AH0470;                    North         East    Units  Estimated Accuracy
 AH0470;SPC TX S     - 5,194,700.      364,080.      MT  (+/- 180 meters Scaled)
 AH0470
 AH0470                          SUPERSEDED SURVEY CONTROL
 AH0470
 AH0470  NGVD 29 (??/??/92)   16.026  (m)           52.58   (f) ADJ UNCH    1 2
 AH0470
 AH0470.Superseded values are not recommended for survey control.
 AH0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0470.See file dsdata.txt to determine how the superseded data were derived.
 AH0470
 AH0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR134337(NAD 83)
 AH0470_MARKER: DB = BENCH MARK DISK
 AH0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0470_STAMPING: V 613 1942
 AH0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0470+STABILITY: SURFACE MOTION
 AH0470
 AH0470  HISTORY     - Date     Condition        Report By
 AH0470  HISTORY     - 1942     MONUMENTED       CGS
 AH0470  HISTORY     - 1951     GOOD             NGS
 AH0470  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0470  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AH0470
 AH0470                          STATION DESCRIPTION
 AH0470
 AH0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0470'6.7 MI S FROM KINGSVILLE.
 AH0470'6.7 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0470'FROM THE STATION AT KINGSVILLE, 3 POLES SOUTH OF THE ROAD CROSSING AT
 AH0470'RICARDO, 35 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 15 FEET
 AH0470'SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK, 7.7 FEET NORTH OF THE
 AH0470'FIRST POLE NORTH OF MILEPOST 112, 2 FEET EAST OF A WITNESS POST, SET
 AH0470'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AH0470'GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0470
 AH0470                          STATION RECOVERY (1981)
 AH0470
 AH0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0470'SEARCHED FOR, NOT RECOVERED, PROBABLY BUSHHOGED OUT.
 AH0470
 AH0470                          STATION RECOVERY (1987)
 AH0470
 AH0470'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0675 ***********************************************************************
 AH0675  DESIGNATION -  V 614
 AH0675  PID         -  AH0675
 AH0675  STATE/COUNTY-  TX/BROOKS
 AH0675  USGS QUAD   -  LA PALOMA RANCH (1979)
 AH0675
 AH0675                         *CURRENT SURVEY CONTROL
 AH0675  ___________________________________________________________________
 AH0675* NAD 83(1986)-  27 13 16.     (N)    097 59 47.     (W)     SCALED    
 AH0675* NAVD 88     -        25.934  (meters)      85.09   (feet)  ADJUSTED  
 AH0675  ___________________________________________________________________
 AH0675  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AH0675  DYNAMIC HT  -          25.893 (meters)      84.95  (feet)  COMP
 AH0675  MODELED GRAV-     979,077.6   (mgal)                       NAVD 88
 AH0675
 AH0675  VERT ORDER  -  SECOND    CLASS 0
 AH0675
 AH0675.The horizontal coordinates were scaled from a topographic map and have
 AH0675.an estimated accuracy of +/- 6 seconds.
 AH0675
 AH0675.The orthometric height was determined by differential leveling
 AH0675.and adjusted by the National Geodetic Survey in June 1991..
 AH0675
 AH0675.The geoid height was determined by GEOID03.
 AH0675
 AH0675.The dynamic height is computed by dividing the NAVD 88
 AH0675.geopotential number by the normal gravity value computed on the
 AH0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0675.degrees latitude (g = 980.6199 gals.).
 AH0675
 AH0675.The modeled gravity was interpolated from observed gravity values.
 AH0675
 AH0675;                    North         East    Units  Estimated Accuracy
 AH0675;SPC TX S     - 5,172,320.      349,880.      MT  (+/- 180 meters Scaled)
 AH0675
 AH0675                          SUPERSEDED SURVEY CONTROL
 AH0675
 AH0675  NGVD 29 (??/??/92)   26.048  (m)           85.46   (f) ADJ UNCH    2 0
 AH0675
 AH0675.Superseded values are not recommended for survey control.
 AH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0675.See file dsdata.txt to determine how the superseded data were derived.
 AH0675
 AH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR993113(NAD 83)
 AH0675_MARKER: DB = BENCH MARK DISK
 AH0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0675_STAMPING: V 614 1942
 AH0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0675+STABILITY: SURFACE MOTION
 AH0675
 AH0675  HISTORY     - Date     Condition        Report By
 AH0675  HISTORY     - 1942     MONUMENTED       CGS
 AH0675  HISTORY     - 1975     GOOD             USGS
 AH0675
 AH0675                          STATION DESCRIPTION
 AH0675
 AH0675'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0675'10.9 MI SE FROM FALFURRIAS.
 AH0675'ABOUT 8.9 MILES EAST ALONG STATE HIGHWAY 285 FROM THE COURTHOUSE AT
 AH0675'FALFURRIAS, THENCE 1.95 MILE SOUTH ALONG A RANCH ROAD, THEN 0.05 MILE
 AH0675'SOUTHEAST ALONG OLD FENCE LINE SCAR.  A STANDARD DISK IN A CONCRETE
 AH0675'POST, 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0704 ***********************************************************************
 AH0704  DESIGNATION -  V 615
 AH0704  PID         -  AH0704
 AH0704  STATE/COUNTY-  TX/KENEDY
 AH0704  USGS QUAD   -  SARITA SW (1979)
 AH0704
 AH0704                         *CURRENT SURVEY CONTROL
 AH0704  ___________________________________________________________________
 AH0704* NAD 83(1986)-  27 04 55.     (N)    097 58 30.     (W)     SCALED    
 AH0704* NAVD 88     -        20.671  (meters)      67.82   (feet)  ADJUSTED  
 AH0704  ___________________________________________________________________
 AH0704  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AH0704  DYNAMIC HT  -          20.638 (meters)      67.71  (feet)  COMP
 AH0704  MODELED GRAV-     979,071.9   (mgal)                       NAVD 88
 AH0704
 AH0704  VERT ORDER  -  SECOND    CLASS 0
 AH0704
 AH0704.The horizontal coordinates were scaled from a topographic map and have
 AH0704.an estimated accuracy of +/- 6 seconds.
 AH0704
 AH0704.The orthometric height was determined by differential leveling
 AH0704.and adjusted by the National Geodetic Survey in June 1991..
 AH0704
 AH0704.The geoid height was determined by GEOID03.
 AH0704
 AH0704.The dynamic height is computed by dividing the NAVD 88
 AH0704.geopotential number by the normal gravity value computed on the
 AH0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0704.degrees latitude (g = 980.6199 gals.).
 AH0704
 AH0704.The modeled gravity was interpolated from observed gravity values.
 AH0704
 AH0704;                    North         East    Units  Estimated Accuracy
 AH0704;SPC TX S     - 5,156,910.      352,070.      MT  (+/- 180 meters Scaled)
 AH0704
 AH0704                          SUPERSEDED SURVEY CONTROL
 AH0704
 AH0704  NGVD 29 (??/??/92)   20.772  (m)           68.15   (f) ADJ UNCH    2 0
 AH0704
 AH0704.Superseded values are not recommended for survey control.
 AH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0704.See file dsdata.txt to determine how the superseded data were derived.
 AH0704
 AH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ016959(NAD 83)
 AH0704_MARKER: DB = BENCH MARK DISK
 AH0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0704_STAMPING: V 615 1942
 AH0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0704+STABILITY: SURFACE MOTION
 AH0704
 AH0704  HISTORY     - Date     Condition        Report By
 AH0704  HISTORY     - 1942     MONUMENTED       CGS
 AH0704  HISTORY     - 1975     GOOD             USGS
 AH0704
 AH0704                          STATION DESCRIPTION
 AH0704
 AH0704'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0704'11.0 MI E FROM BARROSO.
 AH0704'4.8 MILES SOUTH ALONG FARM AND MARKET ROAD 2191 FROM THE INTERSECTION
 AH0704'OF 2191 AND STATE HIGHWAY 285, THROUGH GATE INTO MARIPOSA RANCH AND
 AH0704'SOUTH FOR 5.7 MILES ALONG PRIVATE PAVED ROAD, EAST ALONG CALICHE ROAD
 AH0704'FOR 4.0 MILES TAKE TRACK ROAD NORTH 0.9 MILE TO PIPELINE JCT. FOLLOW
 AH0704'PIPELINE NE FOR 0.25 MILE TO CLEARING, TURN NORTH 0.05 MILE THROUGH
 AH0704'CLEARING TO ABANDONED TRAIL, CONTINUE WEST ON TRAIL FOR 0.1 MILE. BM
 AH0704'IS 10 FT. NORTH OF CENTER LINE OF TRAIL.  A DISK SET IN A CONCRETE
 AH0704'POST 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0237 ***********************************************************************
 AE0237  DESIGNATION -  V 616
 AE0237  PID         -  AE0237
 AE0237  STATE/COUNTY-  TX/BROOKS
 AE0237  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE0237
 AE0237                         *CURRENT SURVEY CONTROL
 AE0237  ___________________________________________________________________
 AE0237* NAD 83(1986)-  26 57 22.     (N)    098 06 02.     (W)     SCALED    
 AE0237* NAVD 88     -        34.126  (meters)     111.96   (feet)  ADJUSTED  
 AE0237  ___________________________________________________________________
 AE0237  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AE0237  DYNAMIC HT  -          34.071 (meters)     111.78  (feet)  COMP
 AE0237  MODELED GRAV-     979,055.7   (mgal)                       NAVD 88
 AE0237
 AE0237  VERT ORDER  -  SECOND    CLASS 0
 AE0237
 AE0237.The horizontal coordinates were scaled from a topographic map and have
 AE0237.an estimated accuracy of +/- 6 seconds.
 AE0237
 AE0237.The orthometric height was determined by differential leveling
 AE0237.and adjusted by the National Geodetic Survey in June 1991..
 AE0237
 AE0237.The geoid height was determined by GEOID03.
 AE0237
 AE0237.The dynamic height is computed by dividing the NAVD 88
 AE0237.geopotential number by the normal gravity value computed on the
 AE0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0237.degrees latitude (g = 980.6199 gals.).
 AE0237
 AE0237.The modeled gravity was interpolated from observed gravity values.
 AE0237
 AE0237;                    North         East    Units  Estimated Accuracy
 AE0237;SPC TX S     - 5,142,920.      339,660.      MT  (+/- 180 meters Scaled)
 AE0237
 AE0237                          SUPERSEDED SURVEY CONTROL
 AE0237
 AE0237  NGVD 29 (??/??/92)   34.23   (m)          112.3    (f) COMPUTED    2 0
 AE0237
 AE0237.Superseded values are not recommended for survey control.
 AE0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0237.See file dsdata.txt to determine how the superseded data were derived.
 AE0237
 AE0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ892818(NAD 83)
 AE0237_MARKER: DB = BENCH MARK DISK
 AE0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0237_STAMPING: V 616 1942
 AE0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0237+STABILITY: SURFACE MOTION
 AE0237
 AE0237  HISTORY     - Date     Condition        Report By
 AE0237  HISTORY     - 1942     MONUMENTED       CGS
 AE0237  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0237
 AE0237                          STATION DESCRIPTION
 AE0237
 AE0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0237'3.2 MI E FROM ENCINO.
 AE0237'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AE0237'U.S. HIGHWAY NO. 281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AE0237'THENCE, GO 2.8 MILES EASTERLY ALONG ROAD TO THE SITE OF THE BENCH
 AE0237'MARK.  BENCH MARK IS 24.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AE0237'CENTERLINE OF WOODEN GATE ACROSS THE ROAD, 3.0 FEET NORTH OF A
 AE0237'4X4-INCH WOODEN MARKER POST AND 0.6 FOOT EAST OF NORTH-SOUTH FENCE.
 AE0237'THE MONUMENT PROJECTS 0.5 FOOT.
 AE0237
 AE0237                          STATION RECOVERY (1962)
 AE0237
 AE0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0946 ***********************************************************************
 AB0946  DESIGNATION -  V 617 RESET 1951
 AB0946  PID         -  AB0946
 AB0946  STATE/COUNTY-  TX/KENEDY
 AB0946  USGS QUAD   -  ARMSTRONG (1982)
 AB0946
 AB0946                         *CURRENT SURVEY CONTROL
 AB0946  ___________________________________________________________________
 AB0946* NAD 83(1986)-  26 53 41.     (N)    097 47 24.     (W)     SCALED    
 AB0946* NAVD 88     -         5.86   (meters)      19.2    (feet)  RESET     
 AB0946  ___________________________________________________________________
 AB0946  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AB0946
 AB0946  VERT ORDER  -  THIRD
 AB0946
 AB0946.The horizontal coordinates were scaled from a topographic map and have
 AB0946.an estimated accuracy of +/- 6 seconds.
 AB0946
 AB0946.The orthometric height was computed from unverified reset data.
 AB0946
 AB0946.The geoid height was determined by GEOID03.
 AB0946
 AB0946;                    North         East    Units  Estimated Accuracy
 AB0946;SPC TX S     - 5,136,260.      370,530.      MT  (+/- 180 meters Scaled)
 AB0946
 AB0946                          SUPERSEDED SURVEY CONTROL
 AB0946
 AB0946.No superseded survey control is available for this station.
 AB0946
 AB0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ201753(NAD 83)
 AB0946_MARKER: DB = BENCH MARK DISK
 AB0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0946_SP_SET: CULVERT
 AB0946_STAMPING: V 617 RESET 1951
 AB0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0946
 AB0946  HISTORY     - Date     Condition        Report By
 AB0946  HISTORY     - 1951     MONUMENTED       TXHD
 AB0946  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0946
 AB0946                          STATION DESCRIPTION
 AB0946
 AB0946'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AB0946'2.0 MI S FROM ARMSTRONG.
 AB0946'2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0946'ARMSTRONG, KENEDY COUNTY, 1-1/2 POLES NORTH OF MILEPOST 75, 129.3 FEET
 AB0946'EAST OF THE EAST RAIL, 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 AB0946'AT HIGHWAY STATION 1087, 117.1 FEET EAST, AND 1 FOOT INSIDE THE
 AB0946'RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN THE TOP OF THE CENTER OF
 AB0946'THE WEST HEADWALL OF A 16-INCH CONCRETE PIPE CULVERT UNDER U.S.
 AB0946'HIGHWAY 77.
 AB0946
 AB0946                          STATION RECOVERY (1981)
 AB0946
 AB0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0946'NOT RECOVERED THIS DATE, OLD CULVERT GONE, DISK LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0095 ***********************************************************************
 AE0095  DESIGNATION -  V 618
 AE0095  PID         -  AE0095
 AE0095  STATE/COUNTY-  TX/HIDALGO
 AE0095  USGS QUAD   -  LINN NE (1982)
 AE0095
 AE0095                         *CURRENT SURVEY CONTROL
 AE0095  ___________________________________________________________________
 AE0095* NAD 83(1986)-  26 44 16.     (N)    098 00 38.     (W)     SCALED    
 AE0095* NAVD 88     -        15.876  (meters)      52.09   (feet)  ADJUSTED  
 AE0095  ___________________________________________________________________
 AE0095  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AE0095  DYNAMIC HT  -          15.851 (meters)      52.00  (feet)  COMP
 AE0095  MODELED GRAV-     979,051.8   (mgal)                       NAVD 88
 AE0095
 AE0095  VERT ORDER  -  SECOND    CLASS 0
 AE0095
 AE0095.The horizontal coordinates were scaled from a topographic map and have
 AE0095.an estimated accuracy of +/- 6 seconds.
 AE0095
 AE0095.The orthometric height was determined by differential leveling
 AE0095.and adjusted by the National Geodetic Survey in June 1991..
 AE0095
 AE0095.The geoid height was determined by GEOID03.
 AE0095
 AE0095.The dynamic height is computed by dividing the NAVD 88
 AE0095.geopotential number by the normal gravity value computed on the
 AE0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0095.degrees latitude (g = 980.6199 gals.).
 AE0095
 AE0095.The modeled gravity was interpolated from observed gravity values.
 AE0095
 AE0095;                    North         East    Units  Estimated Accuracy
 AE0095;SPC TX S     - 5,118,770.      348,690.      MT  (+/- 180 meters Scaled)
 AE0095
 AE0095                          SUPERSEDED SURVEY CONTROL
 AE0095
 AE0095  NGVD 29 (??/??/92)   15.99   (m)           52.5    (f) COMPUTED    2 0
 AE0095
 AE0095.Superseded values are not recommended for survey control.
 AE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0095.See file dsdata.txt to determine how the superseded data were derived.
 AE0095
 AE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ983577(NAD 83)
 AE0095_MARKER: DB = BENCH MARK DISK
 AE0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0095_STAMPING: V 618 1942
 AE0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0095+STABILITY: SURFACE MOTION
 AE0095
 AE0095  HISTORY     - Date     Condition        Report By
 AE0095  HISTORY     - 1942     MONUMENTED       CGS
 AE0095  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0095
 AE0095                          STATION DESCRIPTION
 AE0095
 AE0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0095'16.4 MI SE FROM RACHAL.
 AE0095'TO REACH FROM THE POST OFFICE AT RACHAL-- PROCEED 10.5 MILES SOUTHERLY
 AE0095'ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AE0095'THENCE, GO 5.9 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AE0095'BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE SOUTHEAST OF CAMP HOUSE ON
 AE0095'THE SANTA FE RANCH, 12.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AE0095'THE CENTERLINE OF THE ROAD AND 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AE0095'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0095
 AE0095                          STATION RECOVERY (1962)
 AE0095
 AE0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1149 ***********************************************************************
 AB1149  DESIGNATION -  V 620
 AB1149  PID         -  AB1149
 AB1149  STATE/COUNTY-  TX/WILLACY
 AB1149  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1149
 AB1149                         *CURRENT SURVEY CONTROL
 AB1149  ___________________________________________________________________
 AB1149* NAD 83(1986)-  26 35 04.     (N)    097 53 42.     (W)     SCALED    
 AB1149* NAVD 88     -        14.354  (meters)      47.09   (feet)  ADJUSTED  
 AB1149  ___________________________________________________________________
 AB1149  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AB1149  DYNAMIC HT  -          14.331 (meters)      47.02  (feet)  COMP
 AB1149  MODELED GRAV-     979,048.7   (mgal)                       NAVD 88
 AB1149
 AB1149  VERT ORDER  -  SECOND    CLASS 0
 AB1149
 AB1149.The horizontal coordinates were scaled from a topographic map and have
 AB1149.an estimated accuracy of +/- 6 seconds.
 AB1149
 AB1149.The orthometric height was determined by differential leveling
 AB1149.and adjusted by the National Geodetic Survey in June 1991..
 AB1149
 AB1149.The geoid height was determined by GEOID03.
 AB1149
 AB1149.The dynamic height is computed by dividing the NAVD 88
 AB1149.geopotential number by the normal gravity value computed on the
 AB1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1149.degrees latitude (g = 980.6199 gals.).
 AB1149
 AB1149.The modeled gravity was interpolated from observed gravity values.
 AB1149
 AB1149;                    North         East    Units  Estimated Accuracy
 AB1149;SPC TX S     - 5,101,830.      360,260.      MT  (+/- 180 meters Scaled)
 AB1149
 AB1149                          SUPERSEDED SURVEY CONTROL
 AB1149
 AB1149  NGVD 29 (??/??/92)   14.440  (m)           47.38   (f) ADJ UNCH    2 0
 AB1149
 AB1149.Superseded values are not recommended for survey control.
 AB1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1149.See file dsdata.txt to determine how the superseded data were derived.
 AB1149
 AB1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ100408(NAD 83)
 AB1149_MARKER: DB = BENCH MARK DISK
 AB1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1149_STAMPING: V 620 1942
 AB1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1149+STABILITY: SURFACE MOTION
 AB1149
 AB1149  HISTORY     - Date     Condition        Report By
 AB1149  HISTORY     - 1942     MONUMENTED       CGS
 AB1149
 AB1149                          STATION DESCRIPTION
 AB1149
 AB1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1149'12.3 MI NW FROM RAYMONDVILLE.
 AB1149'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1149'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1149'NORTHERLY 2.5 MILES, THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1149'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 5. MILES ALONG
 AB1149'RANCH ROAD LEADING PAST LA TORDILLA RANCH HOUSE TO THE SITE OF THE
 AB1149'BENCH MARK.  BENCH MARK IS ABOUT 0.9 MILE NORTH OF LA TORDILLA RANCH
 AB1149'HOUSE AND 20. FOOT EAST OF AND ABOUT 1. FOOT ABOVE THE RANCH ROAD.  IT
 AB1149'IS 6. FEET WEST OF A MESQUITE TREE AND 3. FEET NORTH OF A 4X4-INCH
 AB1149'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0367 ***********************************************************************
 AJ0367  DESIGNATION -  V 621
 AJ0367  PID         -  AJ0367
 AJ0367  STATE/COUNTY-  TX/DUVAL
 AJ0367  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0367
 AJ0367                         *CURRENT SURVEY CONTROL
 AJ0367  ___________________________________________________________________
 AJ0367* NAD 83(1986)-  27 27 55.     (N)    098 24 26.     (W)     SCALED    
 AJ0367* NAVD 88     -       106.351  (meters)     348.92   (feet)  ADJUSTED  
 AJ0367  ___________________________________________________________________
 AJ0367  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AJ0367  DYNAMIC HT  -         106.183 (meters)     348.37  (feet)  COMP
 AJ0367  MODELED GRAV-     979,069.9   (mgal)                       NAVD 88
 AJ0367
 AJ0367  VERT ORDER  -  SECOND    CLASS 0
 AJ0367
 AJ0367.The horizontal coordinates were scaled from a topographic map and have
 AJ0367.an estimated accuracy of +/- 6 seconds.
 AJ0367
 AJ0367.The orthometric height was determined by differential leveling
 AJ0367.and adjusted by the National Geodetic Survey in June 1991..
 AJ0367
 AJ0367.The geoid height was determined by GEOID03.
 AJ0367
 AJ0367.The dynamic height is computed by dividing the NAVD 88
 AJ0367.geopotential number by the normal gravity value computed on the
 AJ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0367.degrees latitude (g = 980.6199 gals.).
 AJ0367
 AJ0367.The modeled gravity was interpolated from observed gravity values.
 AJ0367
 AJ0367;                    North         East    Units  Estimated Accuracy
 AJ0367;SPC TX S     - 5,199,280.      309,170.      MT  (+/- 180 meters Scaled)
 AJ0367
 AJ0367                          SUPERSEDED SURVEY CONTROL
 AJ0367
 AJ0367  NGVD 29 (??/??/92)  106.431  (m)          349.18   (f) ADJ UNCH    2 0
 AJ0367
 AJ0367.Superseded values are not recommended for survey control.
 AJ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0367.See file dsdata.txt to determine how the superseded data were derived.
 AJ0367
 AJ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR585381(NAD 83)
 AJ0367_MARKER: DB = BENCH MARK DISK
 AJ0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0367_SP_SET: CULVERT
 AJ0367_STAMPING: V 621 1942
 AJ0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0367
 AJ0367  HISTORY     - Date     Condition        Report By
 AJ0367  HISTORY     - 1942     MONUMENTED       CGS
 AJ0367
 AJ0367                          STATION DESCRIPTION
 AJ0367
 AJ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0367'9.8 MI S FROM BENAVIDES.
 AJ0367'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0367'BENAVIDES-- PROCEED 9.9 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339 TO
 AJ0367'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTH OF
 AJ0367'INTERSECTION OF LANE LEADING TO A FARM HOUSE AND ABOUT 0.1 MILE SOUTH
 AJ0367'OF A FENCE CORNER ON THE EAST SIDE OF THE HIGHWAY.  IT IS SET
 AJ0367'HORIZONTALLY IN THE CENTER OF THE EAST HEADWALL OF A 4X4-FOOT CONCRETE
 AJ0367'BOX CULVERT UNDER THE HIGHWAY.  IT IS 16.0 FEET EAST OF AND ABOUT 0.5
 AJ0367'FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0466 ***********************************************************************
 AJ0466  DESIGNATION -  V 622
 AJ0466  PID         -  AJ0466
 AJ0466  STATE/COUNTY-  TX/DUVAL
 AJ0466  USGS QUAD   -  REALITOS (1967)
 AJ0466
 AJ0466                         *CURRENT SURVEY CONTROL
 AJ0466  ___________________________________________________________________
 AJ0466* NAD 83(1986)-  27 27 29.     (N)    098 30 45.     (W)     SCALED    
 AJ0466* NAVD 88     -       131.016  (meters)     429.84   (feet)  ADJUSTED  
 AJ0466  ___________________________________________________________________
 AJ0466  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AJ0466  DYNAMIC HT  -         130.808 (meters)     429.16  (feet)  COMP
 AJ0466  MODELED GRAV-     979,060.1   (mgal)                       NAVD 88
 AJ0466
 AJ0466  VERT ORDER  -  SECOND    CLASS 0
 AJ0466
 AJ0466.The horizontal coordinates were scaled from a topographic map and have
 AJ0466.an estimated accuracy of +/- 6 seconds.
 AJ0466
 AJ0466.The orthometric height was determined by differential leveling
 AJ0466.and adjusted by the National Geodetic Survey in June 1991..
 AJ0466
 AJ0466.The geoid height was determined by GEOID03.
 AJ0466
 AJ0466.The dynamic height is computed by dividing the NAVD 88
 AJ0466.geopotential number by the normal gravity value computed on the
 AJ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0466.degrees latitude (g = 980.6199 gals.).
 AJ0466
 AJ0466.The modeled gravity was interpolated from observed gravity values.
 AJ0466
 AJ0466;                    North         East    Units  Estimated Accuracy
 AJ0466;SPC TX S     - 5,198,470.      298,760.      MT  (+/- 180 meters Scaled)
 AJ0466
 AJ0466                          SUPERSEDED SURVEY CONTROL
 AJ0466
 AJ0466  NGVD 29 (??/??/92)  131.086  (m)          430.07   (f) ADJ UNCH    2 0
 AJ0466
 AJ0466.Superseded values are not recommended for survey control.
 AJ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0466.See file dsdata.txt to determine how the superseded data were derived.
 AJ0466
 AJ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR481372(NAD 83)
 AJ0466_MARKER: DB = BENCH MARK DISK
 AJ0466_SETTING: 0 = UNSPECIFIED SETTING
 AJ0466_STAMPING: V 622 1942
 AJ0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0466
 AJ0466  HISTORY     - Date     Condition        Report By
 AJ0466  HISTORY     - 1942     MONUMENTED       CGS
 AJ0466  HISTORY     - 1967     GOOD             USGS
 AJ0466
 AJ0466                          STATION DESCRIPTION
 AJ0466
 AJ0466'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AJ0466'1.3 MI NE FROM REALITOS.
 AJ0466'1.1 MILES NORTHEAST ALONG THE TEXAS MEXICAN RAILWAY FROM REALITOS,
 AJ0466'DUVAL COUNTY, 2 1/2 POLES EAST OF MILEPOST 78, 43 FEET SOUTH OF THE
 AJ0466'CENTERLINE OF THE TRACK, 52 FEET NORTH OF THE CENTERLINE OF TEXAS
 AJ0466'HIGHWAY 359, 16 FEET EAST OF A TELEPHONE POLE, 3 FEET WEST OF A WOODEN
 AJ0466'WITNESS POST AND 120 FEET NORTHEAST FROM L. ROAD AND RAILROAD
 AJ0466'CROSSING.  A STANDARD DISK 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0325 ***********************************************************************
 AJ0325  DESIGNATION -  V 623
 AJ0325  PID         -  AJ0325
 AJ0325  STATE/COUNTY-  TX/JIM WELLS
 AJ0325  USGS QUAD   -  PREMONT WEST (1963)
 AJ0325
 AJ0325                         *CURRENT SURVEY CONTROL
 AJ0325  ___________________________________________________________________
 AJ0325* NAD 83(1986)-  27 21 00.     (N)    098 12 58.     (W)     SCALED    
 AJ0325* NAVD 88     -        59.831  (meters)     196.30   (feet)  ADJUSTED  
 AJ0325  ___________________________________________________________________
 AJ0325  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AJ0325  DYNAMIC HT  -          59.737 (meters)     195.99  (feet)  COMP
 AJ0325  MODELED GRAV-     979,070.7   (mgal)                       NAVD 88
 AJ0325
 AJ0325  VERT ORDER  -  SECOND    CLASS 0
 AJ0325
 AJ0325.The horizontal coordinates were scaled from a topographic map and have
 AJ0325.an estimated accuracy of +/- 6 seconds.
 AJ0325
 AJ0325.The orthometric height was determined by differential leveling
 AJ0325.and adjusted by the National Geodetic Survey in June 1991..
 AJ0325
 AJ0325.The geoid height was determined by GEOID03.
 AJ0325
 AJ0325.The dynamic height is computed by dividing the NAVD 88
 AJ0325.geopotential number by the normal gravity value computed on the
 AJ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0325.degrees latitude (g = 980.6199 gals.).
 AJ0325
 AJ0325.The modeled gravity was interpolated from observed gravity values.
 AJ0325
 AJ0325;                    North         East    Units  Estimated Accuracy
 AJ0325;SPC TX S     - 5,186,530.      328,090.      MT  (+/- 180 meters Scaled)
 AJ0325
 AJ0325                          SUPERSEDED SURVEY CONTROL
 AJ0325
 AJ0325  NGVD 29 (??/??/92)   59.94   (m)          196.7    (f) COMPUTED    2 0
 AJ0325
 AJ0325.Superseded values are not recommended for survey control.
 AJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0325.See file dsdata.txt to determine how the superseded data were derived.
 AJ0325
 AJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR775254(NAD 83)
 AJ0325_MARKER: DB = BENCH MARK DISK
 AJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0325_STAMPING: V 623 1942
 AJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0325+STABILITY: SURFACE MOTION
 AJ0325
 AJ0325  HISTORY     - Date     Condition        Report By
 AJ0325  HISTORY     - 1942     MONUMENTED       CGS
 AJ0325  HISTORY     - 1963     GOOD             USGS
 AJ0325
 AJ0325                          STATION DESCRIPTION
 AJ0325
 AJ0325'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AJ0325'6.0 MI W FROM PREMONT.
 AJ0325'ABOUT 3.7 MILES WEST ALONG S.W. 7 TH. STREET IN PREMONT, JIM WELLS
 AJ0325'COUNTY, WITH ITS INTERSECTION WITH U.S. 281.  ABOUT 360 FEET EAST OF
 AJ0325'THE INTERSECTION OF A ROAD LEADING SOUTH TO A FARM HOUSE, 37 FEET
 AJ0325'SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH OF RIGHT-OF-WAY
 AJ0325'FENCE, PROJECTING ABOUT 0.6 FEET ABOVE THE GROUND.  A STANDARD DISK,
 AJ0325'STAMPED V 623 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0434 ***********************************************************************
 AJ0434  DESIGNATION -  V 625
 AJ0434  PID         -  AJ0434
 AJ0434  STATE/COUNTY-  TX/BROOKS
 AJ0434  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0434
 AJ0434                         *CURRENT SURVEY CONTROL
 AJ0434  ___________________________________________________________________
 AJ0434* NAD 83(1986)-  27 08 40.     (N)    098 26 14.     (W)     SCALED    
 AJ0434* NAVD 88     -       110.058  (meters)     361.08   (feet)  ADJUSTED  
 AJ0434  ___________________________________________________________________
 AJ0434  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AJ0434  DYNAMIC HT  -         109.882 (meters)     360.50  (feet)  COMP
 AJ0434  MODELED GRAV-     979,048.3   (mgal)                       NAVD 88
 AJ0434
 AJ0434  VERT ORDER  -  SECOND    CLASS 0
 AJ0434
 AJ0434.The horizontal coordinates were scaled from a topographic map and have
 AJ0434.an estimated accuracy of +/- 6 seconds.
 AJ0434
 AJ0434.The orthometric height was determined by differential leveling
 AJ0434.and adjusted by the National Geodetic Survey in June 1991..
 AJ0434
 AJ0434.The geoid height was determined by GEOID03.
 AJ0434
 AJ0434.The dynamic height is computed by dividing the NAVD 88
 AJ0434.geopotential number by the normal gravity value computed on the
 AJ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0434.degrees latitude (g = 980.6199 gals.).
 AJ0434
 AJ0434.The modeled gravity was interpolated from observed gravity values.
 AJ0434
 AJ0434;                    North         East    Units  Estimated Accuracy
 AJ0434;SPC TX S     - 5,163,730.      306,220.      MT  (+/- 180 meters Scaled)
 AJ0434
 AJ0434                          SUPERSEDED SURVEY CONTROL
 AJ0434
 AJ0434  NGVD 29 (??/??/92)  110.124  (m)          361.30   (f) ADJ UNCH    2 0
 AJ0434
 AJ0434.Superseded values are not recommended for survey control.
 AJ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0434.See file dsdata.txt to determine how the superseded data were derived.
 AJ0434
 AJ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR557025(NAD 83)
 AJ0434_MARKER: DB = BENCH MARK DISK
 AJ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0434_STAMPING: V 625 1942
 AJ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0434+STABILITY: SURFACE MOTION
 AJ0434
 AJ0434  HISTORY     - Date     Condition        Report By
 AJ0434  HISTORY     - 1942     MONUMENTED       CGS
 AJ0434  HISTORY     - 1969     MARK NOT FOUND   USGS
 AJ0434
 AJ0434                          STATION DESCRIPTION
 AJ0434
 AJ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0434'22.9 MI SE FROM HEBBRONVILLE.
 AJ0434'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0434'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTIVISTA TO
 AJ0434'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 13.7 MILES EASTERLY
 AJ0434'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 1.0
 AJ0434'MILE WEST OF J.C. SANDERS RANCH HOUSE, ABOUT 0.1 MILE WEST OFA FENCE
 AJ0434'CORNER AND 12.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AJ0434'OF THE ROAD.  IT IS 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.
 AJ0434'THE MONUMENT PROJECTS 0.4 FOOT.
 AJ0434
 AJ0434                          STATION RECOVERY (1969)
 AJ0434
 AJ0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0447 ***********************************************************************
 AJ0447  DESIGNATION -  V 626
 AJ0447  PID         -  AJ0447
 AJ0447  STATE/COUNTY-  TX/JIM HOGG
 AJ0447  USGS QUAD   -  PALOMAS RANCH SW (1968)
 AJ0447
 AJ0447                         *CURRENT SURVEY CONTROL
 AJ0447  ___________________________________________________________________
 AJ0447* NAD 83(1986)-  27 06 02.     (N)    098 28 02.     (W)     SCALED    
 AJ0447* NAVD 88     -       108.329  (meters)     355.41   (feet)  ADJUSTED  
 AJ0447  ___________________________________________________________________
 AJ0447  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AJ0447  DYNAMIC HT  -         108.155 (meters)     354.84  (feet)  COMP
 AJ0447  MODELED GRAV-     979,042.8   (mgal)                       NAVD 88
 AJ0447
 AJ0447  VERT ORDER  -  SECOND    CLASS 0
 AJ0447
 AJ0447.The horizontal coordinates were scaled from a topographic map and have
 AJ0447.an estimated accuracy of +/- 6 seconds.
 AJ0447
 AJ0447.The orthometric height was determined by differential leveling
 AJ0447.and adjusted by the National Geodetic Survey in June 1991..
 AJ0447
 AJ0447.The geoid height was determined by GEOID03.
 AJ0447
 AJ0447.The dynamic height is computed by dividing the NAVD 88
 AJ0447.geopotential number by the normal gravity value computed on the
 AJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0447.degrees latitude (g = 980.6199 gals.).
 AJ0447
 AJ0447.The modeled gravity was interpolated from observed gravity values.
 AJ0447
 AJ0447;                    North         East    Units  Estimated Accuracy
 AJ0447;SPC TX S     - 5,158,860.      303,250.      MT  (+/- 180 meters Scaled)
 AJ0447
 AJ0447                          SUPERSEDED SURVEY CONTROL
 AJ0447
 AJ0447  NGVD 29 (??/??/92)  108.386  (m)          355.60   (f) ADJ UNCH    2 0
 AJ0447
 AJ0447.Superseded values are not recommended for survey control.
 AJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0447.See file dsdata.txt to determine how the superseded data were derived.
 AJ0447
 AJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ528976(NAD 83)
 AJ0447_MARKER: DB = BENCH MARK DISK
 AJ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0447_STAMPING: V 626 1942
 AJ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0447+STABILITY: SURFACE MOTION
 AJ0447
 AJ0447  HISTORY     - Date     Condition        Report By
 AJ0447  HISTORY     - 1942     MONUMENTED       CGS
 AJ0447
 AJ0447                          STATION DESCRIPTION
 AJ0447
 AJ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0447'6.1 MI NE FROM ALTAVISTA.
 AJ0447'TO REACH FROM THE W.W.JONES RANCH HOUSE AT ALTAVISTA-- PROCEED 6.1
 AJ0447'MILES NORTHEASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AJ0447'BENCH MARK IS ABOUT 0.3 MILE EAST OF A CURVE IN ROAD, 14.0 FEET NORTH
 AJ0447'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF GATE ACROSS THE ROAD. IT
 AJ0447'IS ABOUT 0.5 MILE NORTHEAST OF ANOTHER GATE ACROSS THE ROAD AND 3.0
 AJ0447'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT EAST OF
 AJ0447'FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0177 ***********************************************************************
 AE0177  DESIGNATION -  V 627
 AE0177  PID         -  AE0177
 AE0177  STATE/COUNTY-  TX/BROOKS
 AE0177  USGS QUAD   -  ENCINO (1982)
 AE0177
 AE0177                         *CURRENT SURVEY CONTROL
 AE0177  ___________________________________________________________________
 AE0177* NAD 83(1986)-  26 54 15.     (N)    098 08 06.     (W)     SCALED    
 AE0177* NAVD 88     -        36.193  (meters)     118.74   (feet)  ADJUSTED  
 AE0177  ___________________________________________________________________
 AE0177  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AE0177  DYNAMIC HT  -          36.135 (meters)     118.55  (feet)  COMP
 AE0177  MODELED GRAV-     979,049.4   (mgal)                       NAVD 88
 AE0177
 AE0177  VERT ORDER  -  SECOND    CLASS 0
 AE0177
 AE0177.The horizontal coordinates were scaled from a topographic map and have
 AE0177.an estimated accuracy of +/- 6 seconds.
 AE0177
 AE0177.The orthometric height was determined by differential leveling
 AE0177.and adjusted by the National Geodetic Survey in June 1991..
 AE0177
 AE0177.The geoid height was determined by GEOID03.
 AE0177
 AE0177.The dynamic height is computed by dividing the NAVD 88
 AE0177.geopotential number by the normal gravity value computed on the
 AE0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0177.degrees latitude (g = 980.6199 gals.).
 AE0177
 AE0177.The modeled gravity was interpolated from observed gravity values.
 AE0177
 AE0177;                    North         East    Units  Estimated Accuracy
 AE0177;SPC TX S     - 5,137,160.      336,260.      MT  (+/- 180 meters Scaled)
 AE0177
 AE0177                          SUPERSEDED SURVEY CONTROL
 AE0177
 AE0177  NGVD 29 (??/??/92)   36.296  (m)          119.08   (f) ADJ UNCH    2 0
 AE0177
 AE0177.Superseded values are not recommended for survey control.
 AE0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0177.See file dsdata.txt to determine how the superseded data were derived.
 AE0177
 AE0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ858761(NAD 83)
 AE0177_MARKER: DB = BENCH MARK DISK
 AE0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0177_SP_SET: CONCRETE HEADWALL
 AE0177_STAMPING: V 627 1942
 AE0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0177
 AE0177  HISTORY     - Date     Condition        Report By
 AE0177  HISTORY     - 1942     MONUMENTED       CGS
 AE0177
 AE0177                          STATION DESCRIPTION
 AE0177
 AE0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0177'2.5 MI S FROM ENCINO.
 AE0177'TO REACH FROM THE GRADE SCHOOL AT ENCINO-- PROCEED 2.5 MILES SOUTHERLY
 AE0177'ALONG U.S. TO REACH FROM THE GRADE SCHOOL AT ENCINO-- PROCEED 2.5
 AE0177'MILES SOUTHERLY ALONG U.S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH
 AE0177'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF WEST HEADWALL OF A
 AE0177'3X3-FOOT CONCRETE CULVERT UNDER THE HIGHWAY.  IT IS ABOUT 215.0 FEET
 AE0177'NORTH OF INTERSECTION OF LANE LEADING TO SKIPPER RANCH HOUSE, 25.0
 AE0177'FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY
 AE0177'AND ABOUT 1.0 MILE NORTH OF RACHAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0111 ***********************************************************************
 AE0111  DESIGNATION -  V 628
 AE0111  PID         -  AE0111
 AE0111  STATE/COUNTY-  TX/JIM HOGG
 AE0111  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0111
 AE0111                         *CURRENT SURVEY CONTROL
 AE0111  ___________________________________________________________________
 AE0111* NAD 83(1986)-  26 58 08.     (N)    098 29 05.     (W)     SCALED    
 AE0111* NAVD 88     -       101.544  (meters)     333.15   (feet)  ADJUSTED  
 AE0111  ___________________________________________________________________
 AE0111  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AE0111  DYNAMIC HT  -         101.380 (meters)     332.61  (feet)  COMP
 AE0111  MODELED GRAV-     979,032.6   (mgal)                       NAVD 88
 AE0111
 AE0111  VERT ORDER  -  SECOND    CLASS 0
 AE0111
 AE0111.The horizontal coordinates were scaled from a topographic map and have
 AE0111.an estimated accuracy of +/- 6 seconds.
 AE0111
 AE0111.The orthometric height was determined by differential leveling
 AE0111.and adjusted by the National Geodetic Survey in June 1991..
 AE0111
 AE0111.The geoid height was determined by GEOID03.
 AE0111
 AE0111.The dynamic height is computed by dividing the NAVD 88
 AE0111.geopotential number by the normal gravity value computed on the
 AE0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0111.degrees latitude (g = 980.6199 gals.).
 AE0111
 AE0111.The modeled gravity was interpolated from observed gravity values.
 AE0111
 AE0111;                    North         East    Units  Estimated Accuracy
 AE0111;SPC TX S     - 5,144,280.      301,520.      MT  (+/- 180 meters Scaled)
 AE0111
 AE0111                          SUPERSEDED SURVEY CONTROL
 AE0111
 AE0111  NGVD 29 (??/??/92)  101.594  (m)          333.31   (f) ADJ UNCH    2 0
 AE0111
 AE0111.Superseded values are not recommended for survey control.
 AE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0111.See file dsdata.txt to determine how the superseded data were derived.
 AE0111
 AE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ511830(NAD 83)
 AE0111_MARKER: DB = BENCH MARK DISK
 AE0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0111_STAMPING: V 628 1942
 AE0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0111+STABILITY: SURFACE MOTION
 AE0111
 AE0111  HISTORY     - Date     Condition        Report By
 AE0111  HISTORY     - 1942     MONUMENTED       CGS
 AE0111
 AE0111                          STATION DESCRIPTION
 AE0111
 AE0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0111'6.4 MI SE FROM ALTAVISTA.
 AE0111'TO REACH FROM ALTAVISTA POST OFFICE AT THE W.W. JONES RANCH HOUSE--
 AE0111'PROCEED 5.4 MILES SOUTHERLY ALONG ROAD TO THE INTERSECTION OF ROAD
 AE0111'LEADING EAST.  THENCE, GO 1.0 MILE SOUTHEASTERLY ALONG TRACK ROAD TO
 AE0111'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE SOUTHEAST OF
 AE0111'GATE ACROSS THE ROAD, ABOUT 0.2 MILE SOUTH OF A RANCH HOUSE AND 15.0
 AE0111'FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD. IT
 AE0111'IS 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AE0111'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0035 ***********************************************************************
 AE0035  DESIGNATION -  V 629
 AE0035  PID         -  AE0035
 AE0035  STATE/COUNTY-  TX/STARR
 AE0035  USGS QUAD   -  SAN ISIDRO (1993)
 AE0035
 AE0035                         *CURRENT SURVEY CONTROL
 AE0035  ___________________________________________________________________
 AE0035* NAD 83(1986)-  26 43 00.     (N)    098 27 15.     (W)     SCALED    
 AE0035* NAVD 88     -        86.990  (meters)     285.40   (feet)  ADJUSTED  
 AE0035  ___________________________________________________________________
 AE0035  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AE0035  DYNAMIC HT  -          86.848 (meters)     284.93  (feet)  COMP
 AE0035  MODELED GRAV-     979,016.0   (mgal)                       NAVD 88
 AE0035
 AE0035  VERT ORDER  -  SECOND    CLASS 0
 AE0035
 AE0035.The horizontal coordinates were scaled from a topographic map and have
 AE0035.an estimated accuracy of +/- 6 seconds.
 AE0035
 AE0035.The orthometric height was determined by differential leveling
 AE0035.and adjusted by the National Geodetic Survey in June 1991..
 AE0035
 AE0035.The geoid height was determined by GEOID03.
 AE0035
 AE0035.The dynamic height is computed by dividing the NAVD 88
 AE0035.geopotential number by the normal gravity value computed on the
 AE0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0035.degrees latitude (g = 980.6199 gals.).
 AE0035
 AE0035.The modeled gravity was interpolated from observed gravity values.
 AE0035
 AE0035;                    North         East    Units  Estimated Accuracy
 AE0035;SPC TX S     - 5,116,330.      304,560.      MT  (+/- 180 meters Scaled)
 AE0035
 AE0035                          SUPERSEDED SURVEY CONTROL
 AE0035
 AE0035  NGVD 29 (??/??/92)   87.062  (m)          285.64   (f) ADJ UNCH    2 0
 AE0035
 AE0035.Superseded values are not recommended for survey control.
 AE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0035.See file dsdata.txt to determine how the superseded data were derived.
 AE0035
 AE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ542551(NAD 83)
 AE0035_MARKER: DB = BENCH MARK DISK
 AE0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0035_STAMPING: V 629 1942
 AE0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0035+STABILITY: SURFACE MOTION
 AE0035
 AE0035  HISTORY     - Date     Condition        Report By
 AE0035  HISTORY     - 1942     MONUMENTED       CGS
 AE0035  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0035
 AE0035                          STATION DESCRIPTION
 AE0035
 AE0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0035'1.7 MI E FROM SANTA ELENA.
 AE0035'TO REACH FROM THE POST OFFICE AT SANTA ELENA-- PROCEED 1.7 MILES
 AE0035'EASTERLY ALONG TRACK ROAD TO ISIDRO SCHOOL HOUSE AND SITE OF THE BENCH
 AE0035'MARK.  BENCH MARK IS ABOUT 134.0 FEET SOUTH OF THE SOUTHWEST CORNER OF
 AE0035'ISIDRO SCHOOL HOUSE, 26.0 FEET WEST OF A CATTLE GUARD IN FENCE, 25.0
 AE0035'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0035'ROAD.  IT IS 1.0 FOOT SOUTH OF FENCE AND 2.0 FEET EAST OF A 4X4-INCH
 AE0035'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0035
 AE0035                          STATION RECOVERY (1972)
 AE0035
 AE0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0075 ***********************************************************************
 AE0075  DESIGNATION -  V 630
 AE0075  PID         -  AE0075
 AE0075  STATE/COUNTY-  TX/HIDALGO
 AE0075  USGS QUAD   -  LINN SIDING (1982)
 AE0075
 AE0075                         *CURRENT SURVEY CONTROL
 AE0075  ___________________________________________________________________
 AE0075* NAD 83(1986)-  26 34 26.     (N)    098 09 11.     (W)     SCALED    
 AE0075* NAVD 88     -        25.055  (meters)      82.20   (feet)  ADJUSTED  
 AE0075  ___________________________________________________________________
 AE0075  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AE0075  DYNAMIC HT  -          25.015 (meters)      82.07  (feet)  COMP
 AE0075  MODELED GRAV-     979,037.6   (mgal)                       NAVD 88
 AE0075
 AE0075  VERT ORDER  -  SECOND    CLASS 0
 AE0075
 AE0075.The horizontal coordinates were scaled from a topographic map and have
 AE0075.an estimated accuracy of +/- 6 seconds.
 AE0075
 AE0075.The orthometric height was determined by differential leveling
 AE0075.and adjusted by the National Geodetic Survey in June 1991..
 AE0075
 AE0075.The geoid height was determined by GEOID03.
 AE0075
 AE0075.The dynamic height is computed by dividing the NAVD 88
 AE0075.geopotential number by the normal gravity value computed on the
 AE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0075.degrees latitude (g = 980.6199 gals.).
 AE0075
 AE0075.The modeled gravity was interpolated from observed gravity values.
 AE0075
 AE0075;                    North         East    Units  Estimated Accuracy
 AE0075;SPC TX S     - 5,100,560.      334,560.      MT  (+/- 180 meters Scaled)
 AE0075
 AE0075                          SUPERSEDED SURVEY CONTROL
 AE0075
 AE0075  NGVD 29 (??/??/92)   25.163  (m)           82.56   (f) ADJ UNCH    2 0
 AE0075
 AE0075.Superseded values are not recommended for survey control.
 AE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0075.See file dsdata.txt to determine how the superseded data were derived.
 AE0075
 AE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ843395(NAD 83)
 AE0075_MARKER: DB = BENCH MARK DISK
 AE0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0075_STAMPING: V 630 1942
 AE0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0075+STABILITY: SURFACE MOTION
 AE0075
 AE0075  HISTORY     - Date     Condition        Report By
 AE0075  HISTORY     - 1942     MONUMENTED       CGS
 AE0075  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0075  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0075
 AE0075                          STATION DESCRIPTION
 AE0075
 AE0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0075'1.0 MI W FROM LINN.
 AE0075'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT LINN-- PROCEED
 AE0075'1.0 MILE WEST ALONG TRACK ROAD TOWARDS SANTA ELENA TO THE SITE OF THE
 AE0075'BENCH MARK.  BENCH MARK IS ABOUT 300.0 FEET EAST OF A TILE GARAGE AND
 AE0075'WINDMILL, AT THE INTERSECTION OF ROAD LEADING SOUTH AND 35.0 FEET
 AE0075'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AE0075'IT IS 20.0 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, 13.0 FEET
 AE0075'NORTH OF A POWERLINE POLE, 8.0 FEET EAST OF FENCE CORNER AND 3.0 FEET
 AE0075'WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4
 AE0075'FOOT.
 AE0075
 AE0075                          STATION RECOVERY (1961)
 AE0075
 AE0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AE0075'MARK NOT FOUND.
 AE0075
 AE0075                          STATION RECOVERY (1992)
 AE0075
 AE0075'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0203 ***********************************************************************
 AM0203  DESIGNATION -  V 631 TXRD
 AM0203  PID         -  AM0203
 AM0203  STATE/COUNTY-  TX/MATAGORDA
 AM0203  USGS QUAD   -  BAY CITY (1972)
 AM0203
 AM0203                         *CURRENT SURVEY CONTROL
 AM0203  ___________________________________________________________________
 AM0203* NAD 83(1986)-  28 59 40.     (N)    095 58 12.     (W)     SCALED    
 AM0203* NAVD 88     -        16.91   (+/-2cm)      55.5    (feet)  VERTCON   
 AM0203  ___________________________________________________________________
 AM0203  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AM0203
 AM0203  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0203
 AM0203.The horizontal coordinates were scaled from a topographic map and have
 AM0203.an estimated accuracy of +/- 6 seconds.
 AM0203
 AM0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0203.The vertical order pertains to the NGVD 29 superseded value.
 AM0203
 AM0203.The geoid height was determined by GEOID03.
 AM0203
 AM0203;                    North         East    Units  Estimated Accuracy
 AM0203;SPC TXSC     - 4,132,510.      895,190.      MT  (+/- 180 meters Scaled)
 AM0203
 AM0203                          SUPERSEDED SURVEY CONTROL
 AM0203
 AM0203  NGVD 29 (??/??/92)   16.937  (m)           55.57   (f) ADJ UNCH    1 2
 AM0203
 AM0203.Superseded values are not recommended for survey control.
 AM0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0203.See file dsdata.txt to determine how the superseded data were derived.
 AM0203
 AM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN106110(NAD 83)
 AM0203_MARKER: DD = SURVEY DISK
 AM0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0203_SP_SET: CULVERT
 AM0203_STAMPING: V 631 1942
 AM0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0203
 AM0203  HISTORY     - Date     Condition        Report By
 AM0203  HISTORY     - UNK      MONUMENTED       TXRD
 AM0203  HISTORY     - 1942     GOOD             NGS
 AM0203  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0203
 AM0203                          STATION DESCRIPTION
 AM0203
 AM0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AM0203'0.8 MI NW FROM BAY CITY.
 AM0203'TO REACH FROM THE POST OFFICE AT BAY CITY-- PROCEED 0.8 MILE
 AM0203'NORTHWESTERLY ALONG STATE HIGHWAY NO. 60 TO SITE OF BENCH MARK. BENCH
 AM0203'MARK IS ABOUT 57.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AM0203'CENTERLINE OF HIGHWAY, AND 12.0 FEET NORTHWEST OF AND ABOUT 0.3 FOOT
 AM0203'ABOVE THE CENTERLINE OF A SHELL SIDE ROAD LEADING NORTHEAST.  IT IS
 AM0203'SET HORIZONTALLY IN THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A
 AM0203'CONCRETE CULVERT.  A T.R.D. DISK SET IN A DRILL HOLE.
 AM0203
 AM0203                          STATION RECOVERY (1996)
 AM0203
 AM0203'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0542 ***********************************************************************
 AH0542  DESIGNATION -  V 632
 AH0542  PID         -  AH0542
 AH0542  STATE/COUNTY-  TX/KLEBERG
 AH0542  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0542
 AH0542                         *CURRENT SURVEY CONTROL
 AH0542  ___________________________________________________________________
 AH0542* NAD 83(1986)-  27 27 41.     (N)    097 36 05.     (W)     SCALED    
 AH0542* NAVD 88     -         7.387  (meters)      24.24   (feet)  ADJUSTED  
 AH0542  ___________________________________________________________________
 AH0542  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AH0542  DYNAMIC HT  -           7.376 (meters)      24.20  (feet)  COMP
 AH0542  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 AH0542
 AH0542  VERT ORDER  -  SECOND    CLASS 0
 AH0542
 AH0542.The horizontal coordinates were scaled from a topographic map and have
 AH0542.an estimated accuracy of +/- 6 seconds.
 AH0542
 AH0542.The orthometric height was determined by differential leveling
 AH0542.and adjusted by the National Geodetic Survey in June 1991..
 AH0542
 AH0542.The geoid height was determined by GEOID03.
 AH0542
 AH0542.The dynamic height is computed by dividing the NAVD 88
 AH0542.geopotential number by the normal gravity value computed on the
 AH0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0542.degrees latitude (g = 980.6199 gals.).
 AH0542
 AH0542.The modeled gravity was interpolated from observed gravity values.
 AH0542
 AH0542;                    North         East    Units  Estimated Accuracy
 AH0542;SPC TX S     - 5,199,160.      388,820.      MT  (+/- 180 meters Scaled)
 AH0542
 AH0542                          SUPERSEDED SURVEY CONTROL
 AH0542
 AH0542  NGVD 29 (??/??/92)    7.521  (m)           24.68   (f) ADJ UNCH    2 0
 AH0542
 AH0542.Superseded values are not recommended for survey control.
 AH0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0542.See file dsdata.txt to determine how the superseded data were derived.
 AH0542
 AH0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR382383(NAD 83)
 AH0542_MARKER: DB = BENCH MARK DISK
 AH0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0542_STAMPING: V 632 1942
 AH0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0542+STABILITY: SURFACE MOTION
 AH0542
 AH0542  HISTORY     - Date     Condition        Report By
 AH0542  HISTORY     - 1942     MONUMENTED       CGS
 AH0542  HISTORY     - 1949     GOOD             NGS
 AH0542
 AH0542                          STATION DESCRIPTION
 AH0542
 AH0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0542'8.9 MI SW FROM LAURELES RANCH.
 AH0542'LOCATED ON KING RANCH, 8.9 MILES SW OF LAURELES RANCH HEADQUARTERS. TO
 AH0542'REACH FROM LAURELES RANCH HEADQUARTERS, PROCEED 3.0 MILES W ON ASPHALT
 AH0542'ROAD TO Y INTERSECTION, TURN S ON GRADED ROAD 4.7 MILES TO A FORK,
 AH0542'TURN RIGHT AT FORK AND GO 1.6 MILES TO A SMALL HOUSE.  ABOUT 110 FT. N
 AH0542'OF THE HOUSE, 12 FT. W OF TRACK ROAD CENTERLINE, 9 FT. N OF THE SE
 AH0542'CORNER OF A FENCE, 1 FT. E OF A FENCE AND 3 FT. SW OF A WITNESS POST.
 AH0542'STANDARD DISK STAMPED V 632 1942 SET IN TOP OF A 6X6 INCH CONCRETE
 AH0542'MONUMENT PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0431 ***********************************************************************
 AH0431  DESIGNATION -  V 633
 AH0431  PID         -  AH0431
 AH0431  STATE/COUNTY-  TX/KLEBERG
 AH0431  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0431
 AH0431                         *CURRENT SURVEY CONTROL
 AH0431  ___________________________________________________________________
 AH0431* NAD 83(1986)-  27 30 19.     (N)    097 27 57.     (W)     SCALED    
 AH0431* NAVD 88     -         7.817  (meters)      25.65   (feet)  ADJUSTED  
 AH0431  ___________________________________________________________________
 AH0431  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AH0431  DYNAMIC HT  -           7.806 (meters)      25.61  (feet)  COMP
 AH0431  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 AH0431
 AH0431  VERT ORDER  -  SECOND    CLASS 0
 AH0431
 AH0431.The horizontal coordinates were scaled from a topographic map and have
 AH0431.an estimated accuracy of +/- 6 seconds.
 AH0431
 AH0431.The orthometric height was determined by differential leveling
 AH0431.and adjusted by the National Geodetic Survey in June 1991..
 AH0431
 AH0431.The geoid height was determined by GEOID03.
 AH0431
 AH0431.The dynamic height is computed by dividing the NAVD 88
 AH0431.geopotential number by the normal gravity value computed on the
 AH0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0431.degrees latitude (g = 980.6199 gals.).
 AH0431
 AH0431.The modeled gravity was interpolated from observed gravity values.
 AH0431
 AH0431;                    North         East    Units  Estimated Accuracy
 AH0431;SPC TX S     - 5,204,120.      402,180.      MT  (+/- 180 meters Scaled)
 AH0431
 AH0431                          SUPERSEDED SURVEY CONTROL
 AH0431
 AH0431  NGVD 29 (??/??/92)    7.947  (m)           26.07   (f) ADJ UNCH    2 0
 AH0431
 AH0431.Superseded values are not recommended for survey control.
 AH0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0431.See file dsdata.txt to determine how the superseded data were derived.
 AH0431
 AH0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR515433(NAD 83)
 AH0431_MARKER: DB = BENCH MARK DISK
 AH0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0431_STAMPING: V 633 1942
 AH0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0431+STABILITY: SURFACE MOTION
 AH0431
 AH0431  HISTORY     - Date     Condition        Report By
 AH0431  HISTORY     - 1942     MONUMENTED       CGS
 AH0431  HISTORY     - 1949     GOOD             NGS
 AH0431
 AH0431                          STATION DESCRIPTION
 AH0431
 AH0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0431'3.8 MI SE FROM KING RANCH.
 AH0431'3.8 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE LAURELES DIVISION
 AH0431'HEADQUARTERS OF THE KING RANCH, KLEBERG COUNTY, AT OUTLYING FIELD 12
 AH0431'(ABANDONED), ON THE KING RANCH, 57 FEET SOUTH OF THE CENTER OF THE
 AH0431'GATE AT THE ENTRANCE, 45 FEET EAST OF THE CENTER LINE OF A TRACK ROAD
 AH0431'LEADING SOUTH ALONG THE WEST SIDE OF THE FIELD, 3 FEET NORTH OF A
 AH0431'WHITE WOODEN WITNESS POST, AND 1 FOOT WEST OF THE FENCE.  A STANDARD
 AH0431'DISK, STAMPED V 633 1942 AND SET IN THE TOP OF A CONCRETE POST
 AH0431'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0563 ***********************************************************************
 AH0563  DESIGNATION -  V 634
 AH0563  PID         -  AH0563
 AH0563  STATE/COUNTY-  TX/KLEBERG
 AH0563  USGS QUAD   -  RICARDO (1979)
 AH0563
 AH0563                         *CURRENT SURVEY CONTROL
 AH0563  ___________________________________________________________________
 AH0563* NAD 83(1986)-  27 26 15.     (N)    097 47 29.     (W)     SCALED    
 AH0563* NAVD 88     -        11.981  (meters)      39.31   (feet)  ADJUSTED  
 AH0563  ___________________________________________________________________
 AH0563  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH0563  DYNAMIC HT  -          11.962 (meters)      39.25  (feet)  COMP
 AH0563  MODELED GRAV-     979,098.8   (mgal)                       NAVD 88
 AH0563
 AH0563  VERT ORDER  -  SECOND    CLASS 0
 AH0563
 AH0563.The horizontal coordinates were scaled from a topographic map and have
 AH0563.an estimated accuracy of +/- 6 seconds.
 AH0563
 AH0563.The orthometric height was determined by differential leveling
 AH0563.and adjusted by the National Geodetic Survey in June 1991..
 AH0563
 AH0563.The geoid height was determined by GEOID03.
 AH0563
 AH0563.The dynamic height is computed by dividing the NAVD 88
 AH0563.geopotential number by the normal gravity value computed on the
 AH0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0563.degrees latitude (g = 980.6199 gals.).
 AH0563
 AH0563.The modeled gravity was interpolated from observed gravity values.
 AH0563
 AH0563;                    North         East    Units  Estimated Accuracy
 AH0563;SPC TX S     - 5,196,390.      370,050.      MT  (+/- 180 meters Scaled)
 AH0563
 AH0563                          SUPERSEDED SURVEY CONTROL
 AH0563
 AH0563  NGVD 29 (??/??/92)   12.085  (m)           39.65   (f) ADJ UNCH    2 0
 AH0563
 AH0563.Superseded values are not recommended for survey control.
 AH0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0563.See file dsdata.txt to determine how the superseded data were derived.
 AH0563
 AH0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR194354(NAD 83)
 AH0563_MARKER: DB = BENCH MARK DISK
 AH0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0563_STAMPING: V 634 1942
 AH0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0563+STABILITY: SURFACE MOTION
 AH0563
 AH0563  HISTORY     - Date     Condition        Report By
 AH0563  HISTORY     - 1942     MONUMENTED       CGS
 AH0563  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0563  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AH0563
 AH0563                          STATION DESCRIPTION
 AH0563
 AH0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0563'4.2 MI NE FROM RICARDO.
 AH0563'3.2 MILES EAST ALONG A DIRT ROAD FROM THE INTERSECTION OF U.S. HIGHWAY
 AH0563'77 AT RICARDO, KELBERG COUNTY, THENCE 1.0 MILE NORTH ALONG A PAVED
 AH0563'ROAD.  AT THE JUNCTION OF A ROAD LEADING EAST, 90 FEET SOUTH OF THE
 AH0563'CENTER LINE OF THE SIDE ROAD, 32 FEET EAST OF AND ABOUT LEVEL WITH THE
 AH0563'CENTER LINE OF THE MAIN ROAD, AND 3 FEET NORTH OF A WHITE WOODEN
 AH0563'WITNESS POST.  A STANDARD DISK, STAMPED V 634 1942 AND SET IN THE TOP
 AH0563'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0563
 AH0563                          STATION RECOVERY (1975)
 AH0563
 AH0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0563'MARK NOT FOUND.
 AH0563
 AH0563                          STATION RECOVERY (2004)
 AH0563
 AH0563'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0572 ***********************************************************************
 AH0572  DESIGNATION -  V 635
 AH0572  PID         -  AH0572
 AH0572  STATE/COUNTY-  TX/KLEBERG
 AH0572  USGS QUAD   -  RICARDO (1979)
 AH0572
 AH0572                         *CURRENT SURVEY CONTROL
 AH0572  ___________________________________________________________________
 AH0572* NAD 83(1986)-  27 23 01.     (N)    097 46 32.     (W)     SCALED    
 AH0572* NAVD 88     -        10.891  (meters)      35.73   (feet)  ADJUSTED  
 AH0572  ___________________________________________________________________
 AH0572  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AH0572  DYNAMIC HT  -          10.874 (meters)      35.68  (feet)  COMP
 AH0572  MODELED GRAV-     979,098.4   (mgal)                       NAVD 88
 AH0572
 AH0572  VERT ORDER  -  SECOND    CLASS 0
 AH0572
 AH0572.The horizontal coordinates were scaled from a topographic map and have
 AH0572.an estimated accuracy of +/- 6 seconds.
 AH0572
 AH0572.The orthometric height was determined by differential leveling
 AH0572.and adjusted by the National Geodetic Survey in June 1991..
 AH0572
 AH0572.The geoid height was determined by GEOID03.
 AH0572
 AH0572.The dynamic height is computed by dividing the NAVD 88
 AH0572.geopotential number by the normal gravity value computed on the
 AH0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0572.degrees latitude (g = 980.6199 gals.).
 AH0572
 AH0572.The modeled gravity was interpolated from observed gravity values.
 AH0572
 AH0572;                    North         East    Units  Estimated Accuracy
 AH0572;SPC TX S     - 5,190,430.      371,650.      MT  (+/- 180 meters Scaled)
 AH0572
 AH0572                          SUPERSEDED SURVEY CONTROL
 AH0572
 AH0572  NGVD 29 (??/??/92)   11.001  (m)           36.09   (f) ADJ UNCH    2 0
 AH0572
 AH0572.Superseded values are not recommended for survey control.
 AH0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0572.See file dsdata.txt to determine how the superseded data were derived.
 AH0572
 AH0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR210295(NAD 83)
 AH0572_MARKER: DB = BENCH MARK DISK
 AH0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0572_STAMPING: V 635 1942
 AH0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0572+STABILITY: SURFACE MOTION
 AH0572
 AH0572  HISTORY     - Date     Condition        Report By
 AH0572  HISTORY     - 1942     MONUMENTED       CGS
 AH0572  HISTORY     - 1949     GOOD             NGS
 AH0572  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0572
 AH0572                          STATION DESCRIPTION
 AH0572
 AH0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0572'6.9 MI SE FROM RICARDO.
 AH0572'LOCATED 6.9 MILES SE OF RICARDO.  TO REACH, GO 2.2 MILES S ALONG U.S.
 AH0572'HWY 77 FROM RICARDO TO INTERSECTION WITH ROAD LEADING E, THEN 4.2
 AH0572'MILES EASTERLY ALONG ROAD TO ANOTHER INTERSECTION, THEN 0.5 MILE
 AH0572'SOUTHERLY ALONG PAVED ROAD TO CURVE AND BENCH MARK 42 FT. N OF TRACK
 AH0572'ROAD CENTERLINE LEADING W, 31 FT. W OF PAVED ROAD CENTERLINE, 12 FT. N
 AH0572'OF FENCE CORNER, AND 3 FT. S OF WITNESS POST.  STANDARD DISK STAMPED V
 AH0572'635 1942 SET IN TOP OF A 6X6 INCH CONCRETE MONUMENT PROJECTING 0.5 FT.
 AH0572
 AH0572                          STATION RECOVERY (1975)
 AH0572
 AH0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0606 ***********************************************************************
 AH0606  DESIGNATION -  V 636
 AH0606  PID         -  AH0606
 AH0606  STATE/COUNTY-  TX/KENEDY
 AH0606  USGS QUAD   -  SARITA (1979)
 AH0606
 AH0606                         *CURRENT SURVEY CONTROL
 AH0606  ___________________________________________________________________
 AH0606* NAD 83(1986)-  27 13 18.     (N)    097 47 19.     (W)     SCALED    
 AH0606* NAVD 88     -        10.760  (meters)      35.30   (feet)  ADJUSTED  
 AH0606  ___________________________________________________________________
 AH0606  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH0606  DYNAMIC HT  -          10.743 (meters)      35.25  (feet)  COMP
 AH0606  MODELED GRAV-     979,091.6   (mgal)                       NAVD 88
 AH0606
 AH0606  VERT ORDER  -  FIRST     CLASS II
 AH0606
 AH0606.The horizontal coordinates were scaled from a topographic map and have
 AH0606.an estimated accuracy of +/- 6 seconds.
 AH0606
 AH0606.The orthometric height was determined by differential leveling
 AH0606.and adjusted by the National Geodetic Survey in June 1991..
 AH0606
 AH0606.The geoid height was determined by GEOID03.
 AH0606
 AH0606.The dynamic height is computed by dividing the NAVD 88
 AH0606.geopotential number by the normal gravity value computed on the
 AH0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0606.degrees latitude (g = 980.6199 gals.).
 AH0606
 AH0606.The modeled gravity was interpolated from observed gravity values.
 AH0606
 AH0606;                    North         East    Units  Estimated Accuracy
 AH0606;SPC TX S     - 5,172,480.      370,460.      MT  (+/- 180 meters Scaled)
 AH0606
 AH0606                          SUPERSEDED SURVEY CONTROL
 AH0606
 AH0606  NGVD 29 (??/??/92)   10.844  (m)           35.58   (f) ADJ UNCH    1 2
 AH0606
 AH0606.Superseded values are not recommended for survey control.
 AH0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0606.See file dsdata.txt to determine how the superseded data were derived.
 AH0606
 AH0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR199115(NAD 83)
 AH0606_MARKER: DB = BENCH MARK DISK
 AH0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0606_SP_SET: CATTLE GUARD
 AH0606_STAMPING: V 636 1942
 AH0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0606+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AH0606
 AH0606  HISTORY     - Date     Condition        Report By
 AH0606  HISTORY     - 1942     MONUMENTED       CGS
 AH0606  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0606  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0606  HISTORY     - 20040202 GOOD             USPSQD
 AH0606
 AH0606                          STATION DESCRIPTION
 AH0606
 AH0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0606'IN SARITA.
 AH0606'BENCH MARK IS ABOUT 0.15 MILES EAST OF THE KENEDY PASTURE CO.S OFFICE
 AH0606'AT SARITA, AT THE INTERSECTION OF ROAD LEADING EAST WITH STATE HIGHWAY
 AH0606'NO.96 AND 52.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AH0606'CENTERLINE OF THE HIGHWAY.  IT IS SET HORIZONTALLY IN THE EAST END OF
 AH0606'THE SOUTH CONCRETE HEADWALL OF CATTLE GUARD ACROSS ROAD LEADING EAST,
 AH0606'12.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 AH0606
 AH0606                          STATION RECOVERY (1975)
 AH0606
 AH0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0606'MARK NOT FOUND.
 AH0606
 AH0606                          STATION RECOVERY (1981)
 AH0606
 AH0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0606'NOT RECOVERED THIS DATE, HEADWALL REMOVED DUE TO HIGHWAY CONSTRUCTION.
 AH0606
 AH0606                          STATION RECOVERY (2004)
 AH0606
 AH0606'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0941 ***********************************************************************
 AB0941  DESIGNATION -  V 637 RESET 1951
 AB0941  PID         -  AB0941
 AB0941  STATE/COUNTY-  TX/KENEDY
 AB0941  USGS QUAD   -  ARMSTRONG (1982)
 AB0941
 AB0941                         *CURRENT SURVEY CONTROL
 AB0941  ___________________________________________________________________
 AB0941* NAD 83(1986)-  26 57 05.     (N)    097 47 36.     (W)     SCALED    
 AB0941* NAVD 88     -         7.99   (meters)      26.2    (feet)  RESET     
 AB0941  ___________________________________________________________________
 AB0941  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AB0941
 AB0941  VERT ORDER  -  THIRD
 AB0941
 AB0941.The horizontal coordinates were scaled from a topographic map and have
 AB0941.an estimated accuracy of +/- 6 seconds.
 AB0941
 AB0941.The orthometric height was computed from unverified reset data.
 AB0941
 AB0941.The geoid height was determined by GEOID03.
 AB0941
 AB0941;                    North         East    Units  Estimated Accuracy
 AB0941;SPC TX S     - 5,142,530.      370,160.      MT  (+/- 180 meters Scaled)
 AB0941
 AB0941                          SUPERSEDED SURVEY CONTROL
 AB0941
 AB0941.No superseded survey control is available for this station.
 AB0941
 AB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ197816(NAD 83)
 AB0941_MARKER: DB = BENCH MARK DISK
 AB0941_SETTING: 0 = UNSPECIFIED SETTING
 AB0941_STAMPING: V 637 RESET 1951
 AB0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0941
 AB0941  HISTORY     - Date     Condition        Report By
 AB0941  HISTORY     - 1951     MONUMENTED       TXHD
 AB0941  HISTORY     - 1953     GOOD             NGS
 AB0941  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0941
 AB0941                          STATION DESCRIPTION
 AB0941
 AB0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AB0941'2.0 MI N FROM ARMSTRONG.
 AB0941'2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0941'ARMSTRONG, KENEDY COUNTY, 1-1/2 POLES NORTH OF MILEPOST 79, 57 FEET
 AB0941'EAST OF THE EAST RAIL, 2, FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 AB0941'77, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AT HIGHWAY STATION 1299,
 AB0941'120.3 FEET EAST OF THE ORIGINAL MARK, AND ONE FOOT INSIDE THE
 AB0941'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 637 RESET 1951.
 AB0941
 AB0941                          STATION RECOVERY (1981)
 AB0941
 AB0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0941'NOT RECOVERED THIS DATE, ASSUMED KNOCKED OUT BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0507 ***********************************************************************
 AE0507  DESIGNATION -  V 638
 AE0507  PID         -  AE0507
 AE0507  STATE/COUNTY-  TX/HIDALGO
 AE0507  USGS QUAD   -  ALTON (1963)
 AE0507
 AE0507                         *CURRENT SURVEY CONTROL
 AE0507  ___________________________________________________________________
 AE0507* NAD 83(1986)-  26 18 55.     (N)    098 15 33.     (W)     SCALED    
 AE0507* NAVD 88     -        39.507  (meters)     129.62   (feet)  ADJUSTED  
 AE0507  ___________________________________________________________________
 AE0507  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE0507  DYNAMIC HT  -          39.442 (meters)     129.40  (feet)  COMP
 AE0507  MODELED GRAV-     979,006.4   (mgal)                       NAVD 88
 AE0507
 AE0507  VERT ORDER  -  SECOND    CLASS 0
 AE0507
 AE0507.The horizontal coordinates were scaled from a topographic map and have
 AE0507.an estimated accuracy of +/- 6 seconds.
 AE0507
 AE0507.The orthometric height was determined by differential leveling
 AE0507.and adjusted by the National Geodetic Survey in June 1991..
 AE0507
 AE0507.The geoid height was determined by GEOID03.
 AE0507
 AE0507.The dynamic height is computed by dividing the NAVD 88
 AE0507.geopotential number by the normal gravity value computed on the
 AE0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0507.degrees latitude (g = 980.6199 gals.).
 AE0507
 AE0507.The modeled gravity was interpolated from observed gravity values.
 AE0507
 AE0507;                    North         East    Units  Estimated Accuracy
 AE0507;SPC TX S     - 5,071,890.      324,050.      MT  (+/- 180 meters Scaled)
 AE0507
 AE0507                          SUPERSEDED SURVEY CONTROL
 AE0507
 AE0507  NGVD 29 (??/??/92)   39.612  (m)          129.96   (f) ADJ UNCH    2 0
 AE0507
 AE0507.Superseded values are not recommended for survey control.
 AE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0507.See file dsdata.txt to determine how the superseded data were derived.
 AE0507
 AE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ739108(NAD 83)
 AE0507_MARKER: DB = BENCH MARK DISK
 AE0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0507_SP_SET: CULVERT
 AE0507_STAMPING: V 638 1942
 AE0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0507
 AE0507  HISTORY     - Date     Condition        Report By
 AE0507  HISTORY     - 1942     MONUMENTED       CGS
 AE0507
 AE0507                          STATION DESCRIPTION
 AE0507
 AE0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0507'6.0 MI W FROM EDINBURG.
 AE0507'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 6.0 MILES
 AE0507'WESTERLY ALONG STATE HIGHWAY NO. 107 TO THE SITE OF THE BENCH MARK.
 AE0507'BENCH MARK IS ABOUT 200.0 FEET EAST OF INTERSECTION OF CROSSROAD, 30.0
 AE0507'FEET NORTH OF AND ABOUT 2.5 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 AE0507'IT IS SET HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH
 AE0507'HEADWALL OF CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1101 ***********************************************************************
 AW1101  DESIGNATION -  V 639
 AW1101  PID         -  AW1101
 AW1101  STATE/COUNTY-  TX/HARRIS
 AW1101  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1101
 AW1101                         *CURRENT SURVEY CONTROL
 AW1101  ___________________________________________________________________
 AW1101* NAD 83(1993)-  29 36 02.00164(N)    095 10 35.69058(W)     ADJUSTED  
 AW1101* NAVD 88     -        10.338  (meters)      33.92   (feet)  ADJUSTED  
 AW1101  ___________________________________________________________________
 AW1101  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW1101  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW1101  DYNAMIC HT  -          10.324 (meters)      33.87  (feet)  COMP
 AW1101  MODELED GRAV-     979,274.7   (mgal)                       NAVD 88
 AW1101  OBS GRAVITY -     979,274.6   (mgal)                       GRAV_OBS
 AW1101
 AW1101  HORZ ORDER  -  SECOND
 AW1101  VERT ORDER  -  FIRST     CLASS I
 AW1101
 AW1101.This mark is at Ellington Fld (EFD) Airport (EFD)
 AW1101
 AW1101.The horizontal coordinates were established by classical geodetic methods
 AW1101.and adjusted by the National Geodetic Survey in February 1996..
 AW1101
 AW1101.The orthometric height was determined by differential leveling
 AW1101.and adjusted by the National Geodetic Survey in June 1991..
 AW1101
 AW1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1101
 AW1101.The geoid height was determined by GEOID03.
 AW1101
 AW1101.The dynamic height is computed by dividing the NAVD 88
 AW1101.geopotential number by the normal gravity value computed on the
 AW1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1101.degrees latitude (g = 980.6199 gals.).
 AW1101
 AW1101.The modeled gravity was interpolated from observed gravity values.
 AW1101.The observed gravity was obtained from relative gravimeter ties
 AW1101.to the IGSN71 gravity network.
 AW1101
 AW1101;                    North         East     Units Scale Factor Converg.
 AW1101;SPC TXSC     - 4,201,908.486   970,263.286   MT  0.99987395   +1 52 23.3
 AW1101;SPC TXSC     -13,785,761.42  3,183,272.13   sFT  0.99987395   +1 52 23.3
 AW1101;UTM  15      - 3,276,503.325   289,212.069   MT  1.00014826   -1 04 31.9
 AW1101
 AW1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1101!SPC TXSC     -   1.00000263  x   0.99987395  =   0.99987658
 AW1101!UTM  15      -   1.00000263  x   1.00014826  =   1.00015089
 AW1101
 AW1101                          SUPERSEDED SURVEY CONTROL
 AW1101
 AW1101  NAD 83(1986)-  29 36 02.01751(N)    095 10 35.67108(W) AD(       ) 2
 AW1101  NAD 27      -  29 36 01.18353(N)    095 10 34.91171(W) AD(       ) 2
 AW1101  NGVD 29 (12/23/87)   10.335  (m)           33.91   (f) ADJUSTED    1 1
 AW1101
 AW1101.Superseded values are not recommended for survey control.
 AW1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1101.See file dsdata.txt to determine how the superseded data were derived.
 AW1101
 AW1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8921276503(NAD 83)
 AW1101_MARKER: DB = BENCH MARK DISK
 AW1101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1101_SP_SET: HEADWALL
 AW1101_STAMPING: V 639 1942
 AW1101_MARK LOGO: CGS   
 AW1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1101+STABILITY: SURFACE MOTION
 AW1101
 AW1101  HISTORY     - Date     Condition        Report By
 AW1101  HISTORY     - 1942     MONUMENTED       CGS
 AW1101  HISTORY     - 1952     GOOD             CGS
 AW1101  HISTORY     - 1973     GOOD             NGS
 AW1101  HISTORY     - 1976     GOOD             NGS
 AW1101  HISTORY     - 1978     GOOD             DOD
 AW1101  HISTORY     - 1978     GOOD             NGS
 AW1101  HISTORY     - 1978     GOOD             NGS
 AW1101  HISTORY     - 1983     GOOD             NGS
 AW1101  HISTORY     - 1986     GOOD             NGS
 AW1101  HISTORY     - 1987     GOOD             USPSQD
 AW1101  HISTORY     - 1987     GOOD             USPSQD
 AW1101  HISTORY     - 1987     GOOD             USPSQD
 AW1101  HISTORY     - 1987     GOOD             USPSQD
 AW1101  HISTORY     - 1987     GOOD             USPSQD
 AW1101  HISTORY     - 1987     GOOD             USPSQD
 AW1101  HISTORY     - 1987     GOOD             USPSQD
 AW1101  HISTORY     - 1987     GOOD             USPSQD
 AW1101  HISTORY     - 1987     GOOD             USPSQD
 AW1101  HISTORY     - 1987     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1988     GOOD             USPSQD
 AW1101  HISTORY     - 1989     GOOD             USPSQD
 AW1101  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1101  HISTORY     - 1989     GOOD             USPSQD
 AW1101  HISTORY     - 1989     GOOD             USPSQD
 AW1101  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1101  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1101  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1101  HISTORY     - 1990     GOOD             USPSQD
 AW1101  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1101  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1101  HISTORY     - 20030913 MARK NOT FOUND   USPSQD
 AW1101  HISTORY     - 20050828 MARK NOT FOUND   USPSQD
 AW1101
 AW1101                          STATION DESCRIPTION
 AW1101
 AW1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AW1101'THE STATION IS LOCATED AT THE ELLINGTON AIRFORCE BASE WHICH
 AW1101'IS ABOUT 16 MILES SOUTHEAST OF HOUSTON.  IT IS ABOUT 200
 AW1101'FEET EAST OF U.S. HIGHWAY 75, 102 FEET SOUTHWEST OF THE
 AW1101'SOUTHWEST CORNER OF THE GUARD HOUSE AT THE MAIN GATE, 100
 AW1101'FEET SOUTHEAST OF THE SOUTHEAST CORNER POST AT THE MAIN
 AW1101'ENTRANCE, 60 FEET SOUTHWEST OF A PAVED STREET AND 14 FEET
 AW1101'EAST OF A FENCE.
 AW1101'
 AW1101'BENCH MARK V 639 WAS USED FOR REFERENCE MARK NUMBER 2.  IT
 AW1101'IS A STANDARD BENCH MARK DISK SET IN A DRILL HOLE IN THE
 AW1101'SOUTH END OF A CONCRETE CULVERT.  IT IS 53 FEET WEST OF
 AW1101'THE SOUTHWEST CORNER POST AT THE MAIN ENTRANCE, 15 FEET
 AW1101'SOUTH OF THE CENTER OF THE ROAD TO THE MAIN ENTRANCE, 13
 AW1101'FEET WEST OF THE WEST RAIL OF A RAILROAD AND 8 FEET EAST
 AW1101'OF A RAILROAD BLINKER SIGNAL.  IT IS STAMPED V 639 1942.
 AW1101
 AW1101                          STATION RECOVERY (1973)
 AW1101
 AW1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1101'1.95 MI SE FROM GENOA.
 AW1101'1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1101'GENOA-RED BLUFF ROAD AT GENOA, SET IN THE TOP AND AT THE CENTER OF A
 AW1101'DOUBLE CHANNEL CULVERT UNDER THE ROAD TO THE MAIN GATE OF ELLINGTON
 AW1101'AIR FORCE BASE, 85.5 FEET NORTHEAST OF THE CENTER LINE OF THE STATE
 AW1101'HIGHWAY, 16 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND TRAFFIC TO
 AW1101'THE MAIN GATE, 11.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 8 FEET EAST
 AW1101'OF A SEMAPHORE, AND ABOUT 1 FOOT LOWER THAN THE ROAD TO THE MAIN GATE.
 AW1101
 AW1101                          STATION RECOVERY (1976)
 AW1101
 AW1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1978)
 AW1101
 AW1101'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1978)
 AW1101
 AW1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1978)
 AW1101
 AW1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1983)
 AW1101
 AW1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1986)
 AW1101
 AW1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1987)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1987)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1987)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1987)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1987)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1987)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1987)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1987)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1987)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1987)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1988)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1989)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1989)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1101'MARK NOT FOUND.
 AW1101
 AW1101                          STATION RECOVERY (1989)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1989)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1989)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 AW1101'MARK NOT FOUND.
 AW1101
 AW1101                          STATION RECOVERY (1989)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1101'MARK NOT FOUND.
 AW1101
 AW1101                          STATION RECOVERY (1989)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1101'MARK NOT FOUND.
 AW1101
 AW1101                          STATION RECOVERY (1990)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1101'RECOVERED IN GOOD CONDITION.
 AW1101
 AW1101                          STATION RECOVERY (1997)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1101'MARK NOT FOUND.
 AW1101
 AW1101                          STATION RECOVERY (2000)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1101'MARK NOT FOUND.
 AW1101
 AW1101                          STATION RECOVERY (2003)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1101'MARK NOT FOUND.
 AW1101
 AW1101                          STATION RECOVERY (2005)
 AW1101
 AW1101'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1101'THERE ARE NEW SLANTED CULVERT AT THIS LOCATION AND THE OLD IS BUSTED
 AW1101'OUT AND COVERED. CONSIDER THESE DISTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2048 ***********************************************************************
 CS2048  DESIGNATION -  V 64
 CS2048  PID         -  CS2048
 CS2048  STATE/COUNTY-  TX/HILL
 CS2048  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2048
 CS2048                         *CURRENT SURVEY CONTROL
 CS2048  ___________________________________________________________________
 CS2048* NAD 83(1986)-  32 00 38.     (N)    097 07 58.     (W)     SCALED    
 CS2048* NAVD 88     -       190.779  (meters)     625.91   (feet)  ADJUSTED  
 CS2048  ___________________________________________________________________
 CS2048  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CS2048  DYNAMIC HT  -         190.544 (meters)     625.14  (feet)  COMP
 CS2048  MODELED GRAV-     979,406.3   (mgal)                       NAVD 88
 CS2048
 CS2048  VERT ORDER  -  FIRST     CLASS II
 CS2048
 CS2048.The horizontal coordinates were scaled from a topographic map and have
 CS2048.an estimated accuracy of +/- 6 seconds.
 CS2048
 CS2048.The orthometric height was determined by differential leveling
 CS2048.and adjusted by the National Geodetic Survey in June 1991..
 CS2048
 CS2048.The geoid height was determined by GEOID03.
 CS2048
 CS2048.The dynamic height is computed by dividing the NAVD 88
 CS2048.geopotential number by the normal gravity value computed on the
 CS2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2048.degrees latitude (g = 980.6199 gals.).
 CS2048
 CS2048.The modeled gravity was interpolated from observed gravity values.
 CS2048
 CS2048;                    North         East    Units  Estimated Accuracy
 CS2048;SPC TXNC     - 2,038,980.      729,180.      MT  (+/- 180 meters Scaled)
 CS2048
 CS2048                          SUPERSEDED SURVEY CONTROL
 CS2048
 CS2048  NGVD 29 (??/??/92)  190.739  (m)          625.78   (f) ADJ UNCH    1 2
 CS2048
 CS2048.Superseded values are not recommended for survey control.
 CS2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2048.See file dsdata.txt to determine how the superseded data were derived.
 CS2048
 CS2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA763431(NAD 83)
 CS2048_MARKER: DB = BENCH MARK DISK
 CS2048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2048_SP_SET: BUILDING
 CS2048_STAMPING: V 64 1929 ELEV 625.812
 CS2048_MARK LOGO: CGS   
 CS2048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2048
 CS2048  HISTORY     - Date     Condition        Report By
 CS2048  HISTORY     - 1929     MONUMENTED       CGS
 CS2048  HISTORY     - 1952     GOOD             NGS
 CS2048  HISTORY     - 1980     GOOD             NGS
 CS2048  HISTORY     - 1983     GOOD             NGS
 CS2048  HISTORY     - 19950715 GOOD             USPSQD
 CS2048  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 CS2048
 CS2048                          STATION DESCRIPTION
 CS2048
 CS2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2048'IN HILLSBORO.
 CS2048'AT HILLSBORO, AT THE INTERSECTION OF ELM AND BOIS D ARC STREETS, 119
 CS2048'FEET EAST OF THE COLORED WAITING ROOM OF THE MISSOURI, KANSAS AND
 CS2048'TEXAS RAILROAD OF TEXAS STATION, SET VERTICALLY IN THE WEST BRICK WALL
 CS2048'OF A BUILDING OCCUPIED BY A FURNITURE STORE, 18.3 FEET NORTH OF THE
 CS2048'SOUTHWEST CORNER OF THE BUILDING, 3.7 FEET ABOVE THE SIDEWALK.
 CS2048
 CS2048                          STATION RECOVERY (1980)
 CS2048
 CS2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2048'IN HILLSBORO, AT THE INTERSECTION OF WEST ELM STREET AND BOIS D-ARC
 CS2048'STREET, SET VERTICALLY IN THE WEST WALL OF A BUILDING OCCUPIED BY
 CS2048'ALLEN AUTO PARTS, 8.8 M. (29.0 FT.) WEST OF THE CENTER OF BOIS D-ARC
 CS2048'STREET, 30.6 M. (100.5 FT.) SOUTH OF THE SOUTH CURB OF WEST ELM
 CS2048'STREET, 10.0 M. (32.7 FT.) NORTHEAST OF A POWERLINE POLE WITH
 CS2048'TRANSFORMER, 5.6 M. (18.3 FT.) NORTH OF THE SOUTHWEST CORNER OF THE
 CS2048'BUILDING.
 CS2048'THE MARK IS 1.1 M ABOVE THE SIDEWALK.
 CS2048
 CS2048                          STATION RECOVERY (1983)
 CS2048
 CS2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2048'RECOVERED IN GOOD CONDITION.
 CS2048
 CS2048                          STATION RECOVERY (1995)
 CS2048
 CS2048'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2048'RECOVERED IN GOOD CONDITION.
 CS2048
 CS2048                          STATION RECOVERY (2003)
 CS2048
 CS2048'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS2048'BUILDING AT LOCATION DESCRIBED NOW USED BY HILL PLUMBING.  BUILDING
 CS2048'HAS METAL SIDING WHICH MAY HAVE COVERED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2067 ***********************************************************************
 AW2067  DESIGNATION -  V 640
 AW2067  PID         -  AW2067
 AW2067  STATE/COUNTY-  TX/HARRIS
 AW2067  USGS QUAD   -  PASADENA (1995)
 AW2067
 AW2067                         *CURRENT SURVEY CONTROL
 AW2067  ___________________________________________________________________
 AW2067* NAD 83(1986)-  29 37 51.     (N)    095 10 31.     (W)     SCALED    
 AW2067* NAVD 88     -        10.720  (meters)      35.17   (feet)  ADJUSTED  
 AW2067  ___________________________________________________________________
 AW2067  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW2067  DYNAMIC HT  -          10.705 (meters)      35.12  (feet)  COMP
 AW2067  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 AW2067
 AW2067  VERT ORDER  -  FIRST     CLASS II
 AW2067
 AW2067.The horizontal coordinates were scaled from a topographic map and have
 AW2067.an estimated accuracy of +/- 6 seconds.
 AW2067
 AW2067.The orthometric height was determined by differential leveling
 AW2067.and adjusted by the National Geodetic Survey in June 1991..
 AW2067
 AW2067.The geoid height was determined by GEOID03.
 AW2067
 AW2067.The dynamic height is computed by dividing the NAVD 88
 AW2067.geopotential number by the normal gravity value computed on the
 AW2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2067.degrees latitude (g = 980.6199 gals.).
 AW2067
 AW2067.The modeled gravity was interpolated from observed gravity values.
 AW2067
 AW2067;                    North         East    Units  Estimated Accuracy
 AW2067;SPC TXSC     - 4,205,270.      970,280.      MT  (+/- 180 meters Scaled)
 AW2067
 AW2067                          SUPERSEDED SURVEY CONTROL
 AW2067
 AW2067  NGVD 29 (12/23/87)   10.716  (m)           35.16   (f) ADJUSTED    1 2
 AW2067
 AW2067.Superseded values are not recommended for survey control.
 AW2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2067.See file dsdata.txt to determine how the superseded data were derived.
 AW2067
 AW2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN894798(NAD 83)
 AW2067_MARKER: DB = BENCH MARK DISK
 AW2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2067_SP_SET: CONCRETE POST
 AW2067_STAMPING: V 640 1942
 AW2067_MARK LOGO: CGS   
 AW2067_PROJECTION: PROJECTING 12 CENTIMETERS
 AW2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2067+STABILITY: SURFACE MOTION
 AW2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2067+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 AW2067
 AW2067  HISTORY     - Date     Condition        Report By
 AW2067  HISTORY     - 1942     MONUMENTED       CGS
 AW2067  HISTORY     - 1964     GOOD             NGS
 AW2067  HISTORY     - 1978     GOOD             NGS
 AW2067  HISTORY     - 1987     GOOD             NGS
 AW2067  HISTORY     - 19910615 GOOD             USPSQD
 AW2067  HISTORY     - 19980307 GOOD             USPSQD
 AW2067  HISTORY     - 20030206 GOOD             USPSQD
 AW2067  HISTORY     - 20040213 GOOD             USPSQD
 AW2067  HISTORY     - 20050426 GOOD             USPSQD
 AW2067
 AW2067                          STATION DESCRIPTION
 AW2067
 AW2067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2067'1.65 MI E FROM GENOA.
 AW2067'ABOUT 1.65 MILES EAST ALONG THE GENOA-RED BLUFF ROAD FROM THE
 AW2067'GALVESTON, HOUSTON AND HENDERSON RAILROAD STATION AT GENOA, 132 FEET
 AW2067'WEST OF THE CENTER OF A PASTURE GATE, 104 FEET WEST OF THE WEST END OF
 AW2067'A 24-INCH PIPE CULVERT UNDER THE ENTRANCE TO THE PASTURE, 100 FEET
 AW2067'EAST OF A POWER POLE, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2
 AW2067'FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE, AND SET
 AW2067'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW2067
 AW2067                          STATION RECOVERY (1978)
 AW2067
 AW2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2067'ABOUT 1.7 MILES EAST ALONG GENOA-RED BLUFF ROAD, FROM ITS JUNCTION
 AW2067'WITH STATE HIGHWAY 3 IN GENOA, 132 FEET WEST OF THE CENTER OF A
 AW2067'DIM FIELD ROAD AND GATE, 104 FEET WEST OF THE WEST END OF A 24 INCH
 AW2067'CULVERT, 100 FEET EAST OF A POWER POLE, 32 FEET NORTH OF THE CENTER-
 AW2067'LINE OF THE ROAD, 16 FEET EAST OF A WHITE BOARD GATE, 2 FEET NORTH-
 AW2067'WEST OF A FENCE CORNER AND 1.5 FEET WEST OF A FENCE.
 AW2067
 AW2067                          STATION RECOVERY (1987)
 AW2067
 AW2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2067'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.7 KM (1.7 MI)
 AW2067'EAST ALONG THE GENOA RED BLUFF ROAD FROM THE GALVESTON, HOUSTON AND
 AW2067'HENDERSON RAILROAD STATION IN GENOA, 49.1 METERS (161.1 FT) EAST OF
 AW2067'THE CENTER OF A PAVED AND GRAVELED DRIVEWAY LEADING NORTH TO ADDRESS
 AW2067'1349, 9.7 METERS (31.8 NORTH OF THE CENTERLINE OF THE ROAD, 4.6 METERS
 AW2067'(15.1 FT) EAST OF A WOODEN GATE, 0.4 METER (1.3 FT) NORTH OF A FENCE,
 AW2067'0.4 METER (1.3 FT) WEST OF A T FENCE LINE.
 AW2067'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW2067'THE MARK IS 0.3 M BELOW ROAD.
 AW2067
 AW2067                          STATION RECOVERY (1991)
 AW2067
 AW2067'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW2067'RECOVERED IN GOOD CONDITION.
 AW2067
 AW2067                          STATION RECOVERY (1998)
 AW2067
 AW2067'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2067'RECOVERED IN GOOD CONDITION.
 AW2067
 AW2067                          STATION RECOVERY (2003)
 AW2067
 AW2067'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2067'RECOVERED IN GOOD CONDITION.
 AW2067
 AW2067                          STATION RECOVERY (2004)
 AW2067
 AW2067'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2067'RECOVERED IN GOOD CONDITION.
 AW2067
 AW2067                          STATION RECOVERY (2005)
 AW2067
 AW2067'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0155 ***********************************************************************
 AE0155  DESIGNATION -  V 641
 AE0155  PID         -  AE0155
 AE0155  STATE/COUNTY-  TX/HIDALGO
 AE0155  USGS QUAD   -  LA REFORMA (1993)
 AE0155
 AE0155                         *CURRENT SURVEY CONTROL
 AE0155  ___________________________________________________________________
 AE0155* NAD 83(1986)-  26 41 43.     (N)    098 19 17.     (W)     SCALED    
 AE0155* NAVD 88     -        55.729  (meters)     182.84   (feet)  ADJUSTED  
 AE0155  ___________________________________________________________________
 AE0155  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AE0155  DYNAMIC HT  -          55.638 (meters)     182.54  (feet)  COMP
 AE0155  MODELED GRAV-     979,021.6   (mgal)                       NAVD 88
 AE0155
 AE0155  VERT ORDER  -  SECOND    CLASS 0
 AE0155
 AE0155.The horizontal coordinates were scaled from a topographic map and have
 AE0155.an estimated accuracy of +/- 6 seconds.
 AE0155
 AE0155.The orthometric height was determined by differential leveling
 AE0155.and adjusted by the National Geodetic Survey in June 1991..
 AE0155
 AE0155.The geoid height was determined by GEOID03.
 AE0155
 AE0155.The dynamic height is computed by dividing the NAVD 88
 AE0155.geopotential number by the normal gravity value computed on the
 AE0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0155.degrees latitude (g = 980.6199 gals.).
 AE0155
 AE0155.The modeled gravity was interpolated from observed gravity values.
 AE0155
 AE0155;                    North         East    Units  Estimated Accuracy
 AE0155;SPC TX S     - 5,113,970.      317,770.      MT  (+/- 180 meters Scaled)
 AE0155
 AE0155                          SUPERSEDED SURVEY CONTROL
 AE0155
 AE0155  NGVD 29 (??/??/92)   55.822  (m)          183.14   (f) ADJ UNCH    2 0
 AE0155
 AE0155.Superseded values are not recommended for survey control.
 AE0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0155.See file dsdata.txt to determine how the superseded data were derived.
 AE0155
 AE0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ675528(NAD 83)
 AE0155_MARKER: DB = BENCH MARK DISK
 AE0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0155_STAMPING: V 641 1942
 AE0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0155+STABILITY: SURFACE MOTION
 AE0155
 AE0155  HISTORY     - Date     Condition        Report By
 AE0155  HISTORY     - 1942     MONUMENTED       CGS
 AE0155
 AE0155                          STATION DESCRIPTION
 AE0155
 AE0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0155'0.4 MI N FROM CIPRES.
 AE0155'TO REACH FROM THE POST OFFICE AT CIPRES-- PROCEED 0.4 MILE NORTH ALONG
 AE0155'TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 22.0 FEET
 AE0155'WEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF GATE ACROSS THE
 AE0155'ROAD, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AE0155'NORTH OF FENCE.  THE MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0981 ***********************************************************************
 AE0981  DESIGNATION -  V 642
 AE0981  PID         -  AE0981
 AE0981  STATE/COUNTY-  TX/STARR
 AE0981  USGS QUAD   -  LA GLORIA (1993)
 AE0981
 AE0981                         *CURRENT SURVEY CONTROL
 AE0981  ___________________________________________________________________
 AE0981* NAD 83(1986)-  26 37 31.     (N)    098 30 54.     (W)     SCALED    
 AE0981* NAVD 88     -       121.152  (meters)     397.48   (feet)  ADJUSTED  
 AE0981  ___________________________________________________________________
 AE0981  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AE0981  DYNAMIC HT  -         120.953 (meters)     396.83  (feet)  COMP
 AE0981  MODELED GRAV-     979,005.9   (mgal)                       NAVD 88
 AE0981
 AE0981  VERT ORDER  -  SECOND    CLASS 0
 AE0981
 AE0981.The horizontal coordinates were scaled from a topographic map and have
 AE0981.an estimated accuracy of +/- 6 seconds.
 AE0981
 AE0981.The orthometric height was determined by differential leveling
 AE0981.and adjusted by the National Geodetic Survey in June 1991..
 AE0981
 AE0981.The geoid height was determined by GEOID03.
 AE0981
 AE0981.The dynamic height is computed by dividing the NAVD 88
 AE0981.geopotential number by the normal gravity value computed on the
 AE0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0981.degrees latitude (g = 980.6199 gals.).
 AE0981
 AE0981.The modeled gravity was interpolated from observed gravity values.
 AE0981
 AE0981;                    North         East    Units  Estimated Accuracy
 AE0981;SPC TX S     - 5,106,210.      298,510.      MT  (+/- 180 meters Scaled)
 AE0981
 AE0981                          SUPERSEDED SURVEY CONTROL
 AE0981
 AE0981  NGVD 29 (??/??/92)  121.215  (m)          397.69   (f) ADJ UNCH    2 0
 AE0981
 AE0981.Superseded values are not recommended for survey control.
 AE0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0981.See file dsdata.txt to determine how the superseded data were derived.
 AE0981
 AE0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ482450(NAD 83)
 AE0981_MARKER: DB = BENCH MARK DISK
 AE0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0981_STAMPING: V 642 1942
 AE0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0981+STABILITY: SURFACE MOTION
 AE0981
 AE0981  HISTORY     - Date     Condition        Report By
 AE0981  HISTORY     - 1942     MONUMENTED       CGS
 AE0981
 AE0981                          STATION DESCRIPTION
 AE0981
 AE0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0981'8.2 MI W FROM DELMITA.
 AE0981'TO REACH FROM THE POST OFFICE AT DELMITA-- PROCEED 1.3 MILES WEST
 AE0981'ALONG DIRT ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO 1.5 MILES
 AE0981'SOUTHERLY ALONG ROAD TO SHARP CURVE.  THENCE, GO 5.4 MILES WESTERLY
 AE0981'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1
 AE0981'MILE WEST OF FARM HOUSE AND CATTLE GUARD ACROSS THE ROAD, 28.0 FEET
 AE0981'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF CATTLE
 AE0981'GUARD ACROSS THE ROAD, 8.0 FEET WEST OF FENCE CORNER AND 3.0 FEET EAST
 AE0981'OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0982 ***********************************************************************
 AE0982  DESIGNATION -  V 642 RESET 1957
 AE0982  PID         -  AE0982
 AE0982  STATE/COUNTY-  TX/STARR
 AE0982  USGS QUAD   -  LA GLORIA (1993)
 AE0982
 AE0982                         *CURRENT SURVEY CONTROL
 AE0982  ___________________________________________________________________
 AE0982* NAD 83(1986)-  26 37 31.     (N)    098 30 54.     (W)     SCALED    
 AE0982* NAVD 88     -       121.53   (meters)     398.7    (feet)  RESET     
 AE0982  ___________________________________________________________________
 AE0982  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AE0982
 AE0982  VERT ORDER  -  THIRD
 AE0982
 AE0982.The horizontal coordinates were scaled from a topographic map and have
 AE0982.an estimated accuracy of +/- 6 seconds.
 AE0982
 AE0982.The orthometric height was computed from unverified reset data.
 AE0982
 AE0982.The geoid height was determined by GEOID03.
 AE0982
 AE0982;                    North         East    Units  Estimated Accuracy
 AE0982;SPC TX S     - 5,106,210.      298,510.      MT  (+/- 180 meters Scaled)
 AE0982
 AE0982                          SUPERSEDED SURVEY CONTROL
 AE0982
 AE0982.No superseded survey control is available for this station.
 AE0982
 AE0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ482450(NAD 83)
 AE0982_MARKER: DB = BENCH MARK DISK
 AE0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0982_STAMPING: V 642 RESET 1957
 AE0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0982+STABILITY: SURFACE MOTION
 AE0982
 AE0982  HISTORY     - Date     Condition        Report By
 AE0982  HISTORY     - 1957     MONUMENTED       TXHD
 AE0982  HISTORY     - 1959     GOOD             NGS
 AE0982
 AE0982                          STATION DESCRIPTION
 AE0982
 AE0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE0982'3.7 MI SW FROM CAMP SUN.
 AE0982'ABOUT 3.7 MILES SOUTHWEST ALONG F.M. ROAD 2294, FROM THE LARGE MAIN
 AE0982'ENTRANCE TO THE SUN OIL COMPANY PUMPINE PLANT AND HOUSING AREA, ABOUT
 AE0982'13 YARDS SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY IN THE
 AE0982'RIGHT-OF-WAY FENCE LINE AND ABOUT 0.1 MILE SOUTHWEST OF A FARM YARD.
 AE0982'THERE ARE GATES ON EACH SIDE OF THE HIGHWAY AT THE RANCH YARD. THE
 AE0982'MARK IS 41 FEET RIGHT OF HIGHWAY STATION 410 + 00. A STANDARD DISK
 AE0982'STAMPED V 642 RESET 1957 IN A CONCRETE FILLED PIPE, 6 INCHES IN
 AE0982'DIAMETER AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0989 ***********************************************************************
 AE0989  DESIGNATION -  V 643
 AE0989  PID         -  AE0989
 AE0989  STATE/COUNTY-  TX/STARR
 AE0989  USGS QUAD   -  RINCON (1993)
 AE0989
 AE0989                         *CURRENT SURVEY CONTROL
 AE0989  ___________________________________________________________________
 AE0989* NAD 83(1986)-  26 34 29.     (N)    098 32 25.     (W)     SCALED    
 AE0989* NAVD 88     -       132.061  (meters)     433.27   (feet)  ADJUSTED  
 AE0989  ___________________________________________________________________
 AE0989  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AE0989  DYNAMIC HT  -         131.844 (meters)     432.56  (feet)  COMP
 AE0989  MODELED GRAV-     979,001.2   (mgal)                       NAVD 88
 AE0989
 AE0989  VERT ORDER  -  SECOND    CLASS 0
 AE0989
 AE0989.The horizontal coordinates were scaled from a topographic map and have
 AE0989.an estimated accuracy of +/- 6 seconds.
 AE0989
 AE0989.The orthometric height was determined by differential leveling
 AE0989.and adjusted by the National Geodetic Survey in June 1991..
 AE0989
 AE0989.The geoid height was determined by GEOID03.
 AE0989
 AE0989.The dynamic height is computed by dividing the NAVD 88
 AE0989.geopotential number by the normal gravity value computed on the
 AE0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0989.degrees latitude (g = 980.6199 gals.).
 AE0989
 AE0989.The modeled gravity was interpolated from observed gravity values.
 AE0989
 AE0989;                    North         East    Units  Estimated Accuracy
 AE0989;SPC TX S     - 5,100,610.      295,990.      MT  (+/- 180 meters Scaled)
 AE0989
 AE0989                          SUPERSEDED SURVEY CONTROL
 AE0989
 AE0989  NGVD 29 (??/??/92)  132.124  (m)          433.48   (f) ADJ UNCH    2 0
 AE0989
 AE0989.Superseded values are not recommended for survey control.
 AE0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0989.See file dsdata.txt to determine how the superseded data were derived.
 AE0989
 AE0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ457394(NAD 83)
 AE0989_MARKER: DB = BENCH MARK DISK
 AE0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0989_STAMPING: V 643 1942
 AE0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0989+STABILITY: SURFACE MOTION
 AE0989
 AE0989  HISTORY     - Date     Condition        Report By
 AE0989  HISTORY     - 1942     MONUMENTED       CGS
 AE0989  HISTORY     - 1942     GOOD             NGS
 AE0989  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0989
 AE0989                          STATION DESCRIPTION
 AE0989
 AE0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0989'25.0 MI NE FROM RIO GRANDE CITY.
 AE0989'TO REACH FROM THE POST OFFICE AT RIO GRANDE CITY, PROCEED 16.4 MILES
 AE0989'NORTH ALONG THE HEBBRONVILLE ROAD TO THE INTERSECTION OF A DIRT ROAD
 AE0989'LEADING EAST, THENCE 7.4 MILES EAST ALONG DIRT ROAD TO A CROSS ROAD,
 AE0989'THENCE 1.2 MILE NORTH TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3
 AE0989'MILE SOUTHWEST OF A SMALL FRAME HOUSE.  IT IS 24.0 FEET EAST OF AND
 AE0989'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 17.0 FEET EAST OF
 AE0989'A CATTLE GUARD.  IT IS 1.0 FOOT SOUTH OF A FENCE LINE DIVIDING TWO
 AE0989'CLEARED FIELDS.  MONUMENT IS 3.0 FEET EAST OF A 4X4 INCH WHITE WOODEN
 AE0989'MARKER POST AND PROJECTS 0.4 FOOT.
 AE0989
 AE0989                          STATION RECOVERY (1972)
 AE0989
 AE0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0401 ***********************************************************************
 AE0401  DESIGNATION -  V 644
 AE0401  PID         -  AE0401
 AE0401  STATE/COUNTY-  TX/HIDALGO
 AE0401  USGS QUAD   -  LOS EBANOS (1965)
 AE0401
 AE0401                         *CURRENT SURVEY CONTROL
 AE0401  ___________________________________________________________________
 AE0401* NAD 83(1986)-  26 14 43.     (N)    098 31 02.     (W)     SCALED    
 AE0401* NAVD 88     -        43.586  (meters)     143.00   (feet)  ADJUSTED  
 AE0401  ___________________________________________________________________
 AE0401  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0401  DYNAMIC HT  -          43.513 (meters)     142.76  (feet)  COMP
 AE0401  MODELED GRAV-     978,986.6   (mgal)                       NAVD 88
 AE0401
 AE0401  VERT ORDER  -  FIRST     CLASS II
 AE0401
 AE0401.The horizontal coordinates were scaled from a topographic map and have
 AE0401.an estimated accuracy of +/- 6 seconds.
 AE0401
 AE0401.The orthometric height was determined by differential leveling
 AE0401.and adjusted by the National Geodetic Survey in June 1991..
 AE0401
 AE0401.The geoid height was determined by GEOID03.
 AE0401
 AE0401.The dynamic height is computed by dividing the NAVD 88
 AE0401.geopotential number by the normal gravity value computed on the
 AE0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0401.degrees latitude (g = 980.6199 gals.).
 AE0401
 AE0401.The modeled gravity was interpolated from observed gravity values.
 AE0401
 AE0401;                    North         East    Units  Estimated Accuracy
 AE0401;SPC TX S     - 5,064,110.      298,280.      MT  (+/- 180 meters Scaled)
 AE0401
 AE0401                          SUPERSEDED SURVEY CONTROL
 AE0401
 AE0401  NGVD 29 (??/??/92)   43.699  (m)          143.37   (f) ADJ UNCH    1 2
 AE0401
 AE0401.Superseded values are not recommended for survey control.
 AE0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0401.See file dsdata.txt to determine how the superseded data were derived.
 AE0401
 AE0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ482029(NAD 83)
 AE0401_MARKER: DB = BENCH MARK DISK
 AE0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0401_STAMPING: V 644 1942
 AE0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0401+STABILITY: SURFACE MOTION
 AE0401
 AE0401  HISTORY     - Date     Condition        Report By
 AE0401  HISTORY     - 1942     MONUMENTED       CGS
 AE0401  HISTORY     - 1943     GOOD             USGS
 AE0401  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0401
 AE0401                          STATION DESCRIPTION
 AE0401
 AE0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0401'1.0 MI E FROM SAN FORDYCE.
 AE0401'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AS SAN FRODYCE--
 AE0401'PROCEED 1.0 MILE EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD TO THE
 AE0401'SITE OF THE BENCH MARK.  BENCH MARK IS 5 POLES WEST OF MILE POLE NO. A
 AE0401'52, 41.0 FEET SOUTH OF AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF THE
 AE0401'TRACK.  IT IS 7.0 FEET EAST OF A POWERLINE POLE AND 3.0 FEET WEST OF A
 AE0401'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0401
 AE0401                          STATION RECOVERY (1943)
 AE0401
 AE0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0401'BENCH MARK IS ABOUT 1.0 MILE EASTERLY ALONG THE MISSOURI PACIFIC
 AE0401'RAILROAD FROM THE STATION AT SAM FORDYCE, ABOUT 0.15 MILE WEST OF
 AE0401'MILE POLE NO. A-15 AND ABOUT 300.0 FEET WEST OF A PRIVATE FRADE
 AE0401'CROSSING. IT IS 41.0 FEET SOUTH OF AND ABOUT 3.0 FEET ABOVE THE
 AE0401'CENTERLINE OF THE TRACKS, 7.0 FEET EAST OF A TELEPHONE POLE AND 3.0
 AE0401'FEET WEST OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT PROJECT
 AE0401'ABOUT 0.5 FOOT. A DISK SET IN CONCRETE POST.
 AE0401
 AE0401                          STATION RECOVERY (1981)
 AE0401
 AE0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0401'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1457 ***********************************************************************
 AW1457  DESIGNATION -  V 646
 AW1457  PID         -  AW1457
 AW1457  STATE/COUNTY-  TX/CHAMBERS
 AW1457  USGS QUAD   -  OAK ISLAND (1994)
 AW1457
 AW1457                         *CURRENT SURVEY CONTROL
 AW1457  ___________________________________________________________________
 AW1457* NAD 83(1986)-  29 43 23.     (N)    094 41 10.     (W)     SCALED    
 AW1457* NAVD 88     -         4.08   (+/-2cm)      13.4    (feet)  VERTCON   
 AW1457  ___________________________________________________________________
 AW1457  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW1457  OBS GRAVITY -     979,286.0   (mgal)                       GRAV_OBS
 AW1457
 AW1457  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1457
 AW1457.The horizontal coordinates were scaled from a topographic map and have
 AW1457.an estimated accuracy of +/- 6 seconds.
 AW1457
 AW1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1457.The vertical order pertains to the NGVD 29 superseded value.
 AW1457
 AW1457.The geoid height was determined by GEOID03.
 AW1457.The observed gravity was obtained from relative gravimeter ties
 AW1457.to the IGSN71 gravity network.
 AW1457
 AW1457;                    North         East    Units  Estimated Accuracy
 AW1457;SPC TXSC     - 4,217,130.    1,017,240.      MT  (+/- 180 meters Scaled)
 AW1457
 AW1457                          SUPERSEDED SURVEY CONTROL
 AW1457
 AW1457  NGVD 29 (??/??/92)    4.084  (m)           13.40   (f) ADJ UNCH    1 2
 AW1457
 AW1457.Superseded values are not recommended for survey control.
 AW1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1457.See file dsdata.txt to determine how the superseded data were derived.
 AW1457
 AW1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN369892(NAD 83)
 AW1457_MARKER: DB = BENCH MARK DISK
 AW1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1457_STAMPING: V 646 1942
 AW1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1457+STABILITY: SURFACE MOTION
 AW1457
 AW1457  HISTORY     - Date     Condition        Report By
 AW1457  HISTORY     - 1942     MONUMENTED       CGS
 AW1457  HISTORY     - 1973     GOOD             NGS
 AW1457  HISTORY     - 1978     GOOD             NGS
 AW1457  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW1457  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1457  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW1457  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 AW1457
 AW1457                          STATION DESCRIPTION
 AW1457
 AW1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1457'3.35 MI S FROM ANAHUAC.
 AW1457'ABOUT 3.35 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE POST OFFICE
 AW1457'AT ANAHUAC, ABOUT 0.15 MILES SOUTHEAST OF A LARGE TIN BUILDING, 40
 AW1457'FEET NORTHEAST OF CENTER LINE OF THE ROAD, 1 FOOT SOUTHWEST OF A
 AW1457'FENCE.  A C AND GS DISK, 1 FOOT SOUTHEAST OF A METAL WITNESS POST
 AW1457'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 AW1457'PROJECTS 5 INCHES.
 AW1457
 AW1457                          STATION RECOVERY (1978)
 AW1457
 AW1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1457'RECOVERED IN GOOD CONDITION.
 AW1457
 AW1457                          STATION RECOVERY (1996)
 AW1457
 AW1457'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1457'MARK NOT FOUND.
 AW1457
 AW1457                          STATION RECOVERY (2001)
 AW1457
 AW1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1457'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1457
 AW1457                          STATION RECOVERY (2004)
 AW1457
 AW1457'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1457'MARK NOT FOUND.
 AW1457
 AW1457                          STATION RECOVERY (2005)
 AW1457
 AW1457'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2567 ***********************************************************************
 AW2567  DESIGNATION -  V 649 RESET 1961
 AW2567  PID         -  AW2567
 AW2567  STATE/COUNTY-  TX/CHAMBERS
 AW2567  USGS QUAD   -  STOWELL (1993)
 AW2567
 AW2567                         *CURRENT SURVEY CONTROL
 AW2567  ___________________________________________________________________
 AW2567* NAD 83(1986)-  29 50 06.     (N)    094 28 54.     (W)     SCALED    
 AW2567* NAVD 88     -         8.83   (+/-2cm)      29.0    (feet)  VERTCON   
 AW2567  ___________________________________________________________________
 AW2567  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW2567
 AW2567  VERT ORDER  -  THIRD (See Below)
 AW2567
 AW2567.The horizontal coordinates were scaled from a topographic map and have
 AW2567.an estimated accuracy of +/- 6 seconds.
 AW2567
 AW2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2567.The vertical order pertains to the NGVD 29 superseded value.
 AW2567
 AW2567.The geoid height was determined by GEOID03.
 AW2567
 AW2567;                    North         East    Units  Estimated Accuracy
 AW2567;SPC TXSC     - 4,230,270.    1,036,530.      MT  (+/- 180 meters Scaled)
 AW2567
 AW2567                          SUPERSEDED SURVEY CONTROL
 AW2567
 AW2567  NGVD 29 (??/??/??)    8.83   (m)           29.0    (f) RESET       3  
 AW2567
 AW2567.Superseded values are not recommended for survey control.
 AW2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2567.See file dsdata.txt to determine how the superseded data were derived.
 AW2567
 AW2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP568014(NAD 83)
 AW2567_MARKER: DB = BENCH MARK DISK
 AW2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2567_STAMPING: V 649 RESET 1961
 AW2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2567+STABILITY: SURFACE MOTION
 AW2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2567+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 AW2567
 AW2567  HISTORY     - Date     Condition        Report By
 AW2567  HISTORY     - 1961     MONUMENTED       CGS
 AW2567  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 AW2567  HISTORY     - 19980202 GOOD             USPSQD
 AW2567  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2567  HISTORY     - 20030211 GOOD             USPSQD
 AW2567  HISTORY     - 20040220 GOOD             USPSQD
 AW2567
 AW2567                          STATION DESCRIPTION
 AW2567
 AW2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AW2567'6 MI W FROM WINNIE.
 AW2567'THIS MARK IS LOCATED ABOUT 6 MILES WEST OF WINNIE, ON INTERSTATE NO.
 AW2567'10 TO THE INTERSECTION OF F. M. NO. 1410, THEN NORTH ON 1410, 0.3 MILE
 AW2567'TO THE MARK ON THE RIGHT, IN THE EAST RIGHT-OF-WAY FENCE LINE OF THE
 AW2567'HIGHWAY, ABOUT 25 FEET NORTH OF HIGHWAY SURVEY STATION 387+00 AND 2
 AW2567'FEET SOUTH OF A WITNESS SIGN.  SET IN A CONCRETE POST WHICH PROJECTS
 AW2567'ABOUT 4 INCHES.
 AW2567
 AW2567                          STATION RECOVERY (1996)
 AW2567
 AW2567'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2567'MARK NOT FOUND.
 AW2567
 AW2567                          STATION RECOVERY (1998)
 AW2567
 AW2567'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2567'RECOVERED IN GOOD CONDITION.
 AW2567
 AW2567                          STATION RECOVERY (2001)
 AW2567
 AW2567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2567'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2567
 AW2567                          STATION RECOVERY (2003)
 AW2567
 AW2567'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2567'RECOVERED IN GOOD CONDITION.
 AW2567
 AW2567                          STATION RECOVERY (2004)
 AW2567
 AW2567'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3164 ***********************************************************************
 AW3164  DESIGNATION -  V 650
 AW3164  PID         -  AW3164
 AW3164  STATE/COUNTY-  TX/CHAMBERS
 AW3164  USGS QUAD   -  MONROE CITY (1994)
 AW3164
 AW3164                         *CURRENT SURVEY CONTROL
 AW3164  ___________________________________________________________________
 AW3164* NAD 83(1986)-  29 51 33.     (N)    094 35 29.     (W)     SCALED    
 AW3164* NAVD 88     -         9.22   (+/-2cm)      30.2    (feet)  VERTCON   
 AW3164  ___________________________________________________________________
 AW3164  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW3164
 AW3164  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3164
 AW3164.The horizontal coordinates were scaled from a topographic map and have
 AW3164.an estimated accuracy of +/- 6 seconds.
 AW3164
 AW3164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3164.The vertical order pertains to the NGVD 29 superseded value.
 AW3164
 AW3164.The geoid height was determined by GEOID03.
 AW3164
 AW3164;                    North         East    Units  Estimated Accuracy
 AW3164;SPC TXSC     - 4,232,550.    1,025,830.      MT  (+/- 180 meters Scaled)
 AW3164
 AW3164                          SUPERSEDED SURVEY CONTROL
 AW3164
 AW3164  NGVD 29 (??/??/92)    9.218  (m)           30.24   (f) ADJ UNCH    1 2
 AW3164
 AW3164.Superseded values are not recommended for survey control.
 AW3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3164.See file dsdata.txt to determine how the superseded data were derived.
 AW3164
 AW3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP462042(NAD 83)
 AW3164_MARKER: DB = BENCH MARK DISK
 AW3164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3164_STAMPING: V 650 1942
 AW3164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3164+STABILITY: SURFACE MOTION
 AW3164
 AW3164  HISTORY     - Date     Condition        Report By
 AW3164  HISTORY     - 1942     MONUMENTED       CGS
 AW3164  HISTORY     - 1959     GOOD             NGS
 AW3164  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 AW3164  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3164  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3164
 AW3164                          STATION DESCRIPTION
 AW3164
 AW3164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3164'2.3 MI E FROM HANKAMER.
 AW3164'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE NEW GRADE SCHOOL
 AW3164'AT HANKAMER, THENCE ABOUT 2.1 MILES EAST ALONG FARM ROAD 1663, ABOUT
 AW3164'0.2 MILE EAST OF THE JUNCTION WITH A PRIVATE SHELL ROAD LEADING NORTH,
 AW3164'ABOUT 0.1 MILE EAST OF A T FENCE LEADING NORTH, 56 1/2 FEET NORTH OF
 AW3164'THE CENTER OF A PROPOSED ROAD, 1 FOOT NORTH OF A FENCE, 1.0 FOOT EAST
 AW3164'OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING
 AW3164'7 INCHES.
 AW3164
 AW3164                          STATION RECOVERY (1996)
 AW3164
 AW3164'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3164'MARK NOT FOUND.
 AW3164
 AW3164                          STATION RECOVERY (2001)
 AW3164
 AW3164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3164'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3164
 AW3164                          STATION RECOVERY (2004)
 AW3164
 AW3164'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3165 ***********************************************************************
 AW3165  DESIGNATION -  V 650 RESET 1961
 AW3165  PID         -  AW3165
 AW3165  STATE/COUNTY-  TX/CHAMBERS
 AW3165  USGS QUAD   -  MONROE CITY (1994)
 AW3165
 AW3165                         *CURRENT SURVEY CONTROL
 AW3165  ___________________________________________________________________
 AW3165* NAD 83(1986)-  29 51 32.     (N)    094 35 29.     (W)     SCALED    
 AW3165* NAVD 88     -         9.02   (+/-2cm)      29.6    (feet)  VERTCON   
 AW3165  ___________________________________________________________________
 AW3165  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW3165
 AW3165  VERT ORDER  -  THIRD (See Below)
 AW3165
 AW3165.The horizontal coordinates were scaled from a topographic map and have
 AW3165.an estimated accuracy of +/- 6 seconds.
 AW3165
 AW3165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3165.The vertical order pertains to the NGVD 29 superseded value.
 AW3165
 AW3165.The geoid height was determined by GEOID03.
 AW3165
 AW3165;                    North         East    Units  Estimated Accuracy
 AW3165;SPC TXSC     - 4,232,520.    1,025,830.      MT  (+/- 180 meters Scaled)
 AW3165
 AW3165                          SUPERSEDED SURVEY CONTROL
 AW3165
 AW3165  NGVD 29 (??/??/??)    9.02   (m)           29.6    (f) RESET       3  
 AW3165
 AW3165.Superseded values are not recommended for survey control.
 AW3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3165.See file dsdata.txt to determine how the superseded data were derived.
 AW3165
 AW3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP462042(NAD 83)
 AW3165_MARKER: DB = BENCH MARK DISK
 AW3165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3165_STAMPING: V 650 RESET 1961
 AW3165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3165+STABILITY: SURFACE MOTION
 AW3165
 AW3165  HISTORY     - Date     Condition        Report By
 AW3165  HISTORY     - 1961     MONUMENTED       CGS
 AW3165  HISTORY     - 19881215 MARK NOT FOUND   USPSQD
 AW3165  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 AW3165  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3165  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3165
 AW3165                          STATION DESCRIPTION
 AW3165
 AW3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AW3165'2.1 MI E FROM HANKAMER.
 AW3165'THIS MARK IS LOCATED 2.1 MILES EAST ALONG F.M. ROAD NO. 1663 FROM THE
 AW3165'JUNCTION WITH STATE HIGHWAY NO. 61 AT THE SOUTH EDGE OF HANKAMER,
 AW3165'UNDER THE NORTH RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY, 2 FEET WEST OF
 AW3165'A THREE-POST BRACE IN THE FENCE LINE, 25 FEET WEST OF HIGHWAY SURVEY
 AW3165'STATION 112+00 AND ABOUT 1/4 MILE WEST OF A DITCH, SET IN A CONCRETE
 AW3165'POST WHICH PROJECTS 4 INCHES AND IS ABOUT 2 FEET EAST OF A WITNESS
 AW3165'SIGN.
 AW3165
 AW3165                          STATION RECOVERY (1988)
 AW3165
 AW3165'RECOVERY NOTE BY US POWER SQUADRON 1988 (JV)
 AW3165'MARK NOT FOUND.
 AW3165
 AW3165                          STATION RECOVERY (1996)
 AW3165
 AW3165'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3165'MARK NOT FOUND.
 AW3165
 AW3165                          STATION RECOVERY (2001)
 AW3165
 AW3165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3165'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3165
 AW3165                          STATION RECOVERY (2004)
 AW3165
 AW3165'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1469 ***********************************************************************
 AY1469  DESIGNATION -  V 651
 AY1469  PID         -  AY1469
 AY1469  STATE/COUNTY-  TX/UVALDE
 AY1469  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1469
 AY1469                         *CURRENT SURVEY CONTROL
 AY1469  ___________________________________________________________________
 AY1469* NAD 83(1986)-  29 35 45.     (N)    099 38 57.     (W)     SCALED    
 AY1469* NAVD 88     -       478.481  (meters)    1569.82   (feet)  ADJUSTED  
 AY1469  ___________________________________________________________________
 AY1469  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AY1469  DYNAMIC HT  -         477.774 (meters)    1567.50  (feet)  COMP
 AY1469  MODELED GRAV-     979,149.4   (mgal)                       NAVD 88
 AY1469
 AY1469  VERT ORDER  -  SECOND    CLASS 0
 AY1469
 AY1469.The horizontal coordinates were scaled from a topographic map and have
 AY1469.an estimated accuracy of +/- 6 seconds.
 AY1469
 AY1469.The orthometric height was determined by differential leveling
 AY1469.and adjusted by the National Geodetic Survey in June 1991..
 AY1469
 AY1469.The geoid height was determined by GEOID03.
 AY1469
 AY1469.The dynamic height is computed by dividing the NAVD 88
 AY1469.geopotential number by the normal gravity value computed on the
 AY1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1469.degrees latitude (g = 980.6199 gals.).
 AY1469
 AY1469.The modeled gravity was interpolated from observed gravity values.
 AY1469
 AY1469;                    North         East    Units  Estimated Accuracy
 AY1469;SPC TXSC     - 4,195,510.      537,120.      MT  (+/- 180 meters Scaled)
 AY1469
 AY1469                          SUPERSEDED SURVEY CONTROL
 AY1469
 AY1469  NGVD 29 (??/??/92)  478.392  (m)         1569.52   (f) ADJ UNCH    2 0
 AY1469
 AY1469.Superseded values are not recommended for survey control.
 AY1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1469.See file dsdata.txt to determine how the superseded data were derived.
 AY1469
 AY1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT371741(NAD 83)
 AY1469_MARKER: DB = BENCH MARK DISK
 AY1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1469_STAMPING: V 651 1953
 AY1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1469+STABILITY: SURFACE MOTION
 AY1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1469+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1469
 AY1469  HISTORY     - Date     Condition        Report By
 AY1469  HISTORY     - 1953     MONUMENTED       CGS
 AY1469  HISTORY     - 20050302 GOOD             USPSQD
 AY1469
 AY1469                          STATION DESCRIPTION
 AY1469
 AY1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1469'8.6 MI W FROM UTOPIA.
 AY1469'0.2 MILE SOUTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1469'THENCE 8.4 MILES WEST ALONG FARM ROAD 1050, 0.1 MILE WEST OF A CATTLE
 AY1469'GUARD AND A PRIVATE ROAD LEADING SOUTH, 54 FEET NORTH OF THE CENTER
 AY1469'LINE OF THE FARM ROAD, 2.2 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A
 AY1469'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY1469'FOOT ABOVE THE GROUND.
 AY1469
 AY1469                          STATION RECOVERY (2005)
 AY1469
 AY1469'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0213 ***********************************************************************
 AE0213  DESIGNATION -  V 652
 AE0213  PID         -  AE0213
 AE0213  STATE/COUNTY-  TX/HIDALGO
 AE0213  USGS QUAD   -  LINN (1982)
 AE0213
 AE0213                         *CURRENT SURVEY CONTROL
 AE0213  ___________________________________________________________________
 AE0213* NAD 83(1986)-  26 33 45.     (N)    098 05 42.     (W)     SCALED    
 AE0213* NAVD 88     -        24.122  (meters)      79.14   (feet)  ADJUSTED  
 AE0213  ___________________________________________________________________
 AE0213  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AE0213  DYNAMIC HT  -          24.083 (meters)      79.01  (feet)  COMP
 AE0213  MODELED GRAV-     979,039.7   (mgal)                       NAVD 88
 AE0213
 AE0213  VERT ORDER  -  SECOND    CLASS 0
 AE0213
 AE0213.The horizontal coordinates were scaled from a topographic map and have
 AE0213.an estimated accuracy of +/- 6 seconds.
 AE0213
 AE0213.The orthometric height was determined by differential leveling
 AE0213.and adjusted by the National Geodetic Survey in June 1991..
 AE0213
 AE0213.The geoid height was determined by GEOID03.
 AE0213
 AE0213.The dynamic height is computed by dividing the NAVD 88
 AE0213.geopotential number by the normal gravity value computed on the
 AE0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0213.degrees latitude (g = 980.6199 gals.).
 AE0213
 AE0213.The modeled gravity was interpolated from observed gravity values.
 AE0213
 AE0213;                    North         East    Units  Estimated Accuracy
 AE0213;SPC TX S     - 5,099,320.      340,350.      MT  (+/- 180 meters Scaled)
 AE0213
 AE0213                          SUPERSEDED SURVEY CONTROL
 AE0213
 AE0213  NGVD 29 (??/??/92)   24.23   (m)           79.5    (f) COMPUTED    2 0
 AE0213
 AE0213.Superseded values are not recommended for survey control.
 AE0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0213.See file dsdata.txt to determine how the superseded data were derived.
 AE0213
 AE0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ901382(NAD 83)
 AE0213_MARKER: DB = BENCH MARK DISK
 AE0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0213_STAMPING: V 652 1942
 AE0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0213+STABILITY: SURFACE MOTION
 AE0213
 AE0213  HISTORY     - Date     Condition        Report By
 AE0213  HISTORY     - 1942     MONUMENTED       CGS
 AE0213  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0213
 AE0213                          STATION DESCRIPTION
 AE0213
 AE0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0213'1.7 MI E FROM SAN MANUEL.
 AE0213'TO REACH FROM THE SAN MANUEL.  PROCEED 1.7 MILES EASTERLY ALONG GRADED
 AE0213'DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.9 MILE WEST OF
 AE0213'A BROWN STUCCOED HOUSE, 37.0 FEET NORTH OF AND ABOUT THE SAME
 AE0213'ELEVATION AS THE CENTERLINE OF THE ROAD, 13.0 FEET NORTH OF ROAD
 AE0213'FENCE, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AE0213'PROJECTS 0.3 FOOT.
 AE0213
 AE0213                          STATION RECOVERY (1962)
 AE0213
 AE0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0208 ***********************************************************************
 AE0208  DESIGNATION -  V 653
 AE0208  PID         -  AE0208
 AE0208  STATE/COUNTY-  TX/HIDALGO
 AE0208  USGS QUAD   -  LINN SIDING (1982)
 AE0208
 AE0208                         *CURRENT SURVEY CONTROL
 AE0208  ___________________________________________________________________
 AE0208* NAD 83(1986)-  26 31 35.     (N)    098 07 40.     (W)     SCALED    
 AE0208* NAVD 88     -        21.552  (meters)      70.71   (feet)  ADJUSTED  
 AE0208  ___________________________________________________________________
 AE0208  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0208  DYNAMIC HT  -          21.517 (meters)      70.59  (feet)  COMP
 AE0208  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 AE0208
 AE0208  VERT ORDER  -  SECOND    CLASS 0
 AE0208
 AE0208.The horizontal coordinates were scaled from a topographic map and have
 AE0208.an estimated accuracy of +/- 6 seconds.
 AE0208
 AE0208.The orthometric height was determined by differential leveling
 AE0208.and adjusted by the National Geodetic Survey in June 1991..
 AE0208
 AE0208.The geoid height was determined by GEOID03.
 AE0208
 AE0208.The dynamic height is computed by dividing the NAVD 88
 AE0208.geopotential number by the normal gravity value computed on the
 AE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0208.degrees latitude (g = 980.6199 gals.).
 AE0208
 AE0208.The modeled gravity was interpolated from observed gravity values.
 AE0208
 AE0208;                    North         East    Units  Estimated Accuracy
 AE0208;SPC TX S     - 5,095,310.      337,100.      MT  (+/- 180 meters Scaled)
 AE0208
 AE0208                          SUPERSEDED SURVEY CONTROL
 AE0208
 AE0208  NGVD 29 (??/??/92)   21.661  (m)           71.07   (f) ADJ UNCH    2 0
 AE0208
 AE0208.Superseded values are not recommended for survey control.
 AE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0208.See file dsdata.txt to determine how the superseded data were derived.
 AE0208
 AE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ868342(NAD 83)
 AE0208_MARKER: DB = BENCH MARK DISK
 AE0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0208_STAMPING: V 653 1942
 AE0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0208+STABILITY: SURFACE MOTION
 AE0208
 AE0208  HISTORY     - Date     Condition        Report By
 AE0208  HISTORY     - 1942     MONUMENTED       CGS
 AE0208  HISTORY     - 1942     GOOD             NGS
 AE0208
 AE0208                          STATION DESCRIPTION
 AE0208
 AE0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0208'2.1 MI S FROM SAN MANUEL.
 AE0208'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL, PROCEED SOUTHERLY
 AE0208'ON U. S. HIGHWAY NUMBER 281 AND GO 2.1 MILES TO SITE OF BENCH MARK.
 AE0208'BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A SMALL CULVERT.  52 FEET EAST
 AE0208'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  36
 AE0208'FEET NORTH OF A TELEPHONE LINE POLE NUMBER 2920.  3.0 FEET NORTH OF A
 AE0208'4 BY 4 INCH WOODEN MARKER POST.  AND 2.0 FEET EAST OF THE RIGHT OF WAY
 AE0208'FENCE.  A DISK SET IN CONCRETE POST, PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0440 ***********************************************************************
 AE0440  DESIGNATION -  V 655
 AE0440  PID         -  AE0440
 AE0440  STATE/COUNTY-  TX/HIDALGO
 AE0440  USGS QUAD   -  HARGILL (1963)
 AE0440
 AE0440                         *CURRENT SURVEY CONTROL
 AE0440  ___________________________________________________________________
 AE0440* NAD 83(1986)-  26 24 01.     (N)    098 02 19.     (W)     SCALED    
 AE0440* NAVD 88     -        19.988  (meters)      65.58   (feet)  ADJUSTED  
 AE0440  ___________________________________________________________________
 AE0440  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AE0440  DYNAMIC HT  -          19.955 (meters)      65.47  (feet)  COMP
 AE0440  MODELED GRAV-     979,032.0   (mgal)                       NAVD 88
 AE0440
 AE0440  VERT ORDER  -  SECOND    CLASS 0
 AE0440
 AE0440.The horizontal coordinates were scaled from a topographic map and have
 AE0440.an estimated accuracy of +/- 6 seconds.
 AE0440
 AE0440.The orthometric height was determined by differential leveling
 AE0440.and adjusted by the National Geodetic Survey in June 1991..
 AE0440
 AE0440.The geoid height was determined by GEOID03.
 AE0440
 AE0440.The dynamic height is computed by dividing the NAVD 88
 AE0440.geopotential number by the normal gravity value computed on the
 AE0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0440.degrees latitude (g = 980.6199 gals.).
 AE0440
 AE0440.The modeled gravity was interpolated from observed gravity values.
 AE0440
 AE0440;                    North         East    Units  Estimated Accuracy
 AE0440;SPC TX S     - 5,081,360.      346,030.      MT  (+/- 180 meters Scaled)
 AE0440
 AE0440                          SUPERSEDED SURVEY CONTROL
 AE0440
 AE0440  NGVD 29 (??/??/92)   20.10   (m)           65.9    (f) COMPUTED    2 0
 AE0440
 AE0440.Superseded values are not recommended for survey control.
 AE0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0440.See file dsdata.txt to determine how the superseded data were derived.
 AE0440
 AE0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ958203(NAD 83)
 AE0440_MARKER: DB = BENCH MARK DISK
 AE0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0440_STAMPING: V 655 1942
 AE0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0440+STABILITY: SURFACE MOTION
 AE0440
 AE0440  HISTORY     - Date     Condition        Report By
 AE0440  HISTORY     - 1942     MONUMENTED       CGS
 AE0440  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0440
 AE0440                          STATION DESCRIPTION
 AE0440
 AE0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0440'15.5 MI NE FROM EDINBURG.
 AE0440'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 9. MILES
 AE0440'NORTHERLY ALONG U.S. HIGHWAY NO. 281, THENCE EASTERLY 6.5 MILES ALONG
 AE0440'DIRT ROAD PAST GULF STATES RECYCLING COMPANY (SAN SALVADOR PLANT) TO
 AE0440'THE SITE OF THE MARK.  BENCH MARK IS JOE GARCIA PASTURE AND 50 FEET
 AE0440'SOUTHEAST OF AND ACROSS THE ROAD FROM LARGE MESQUITE TREE.  IT IS 26
 AE0440'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF ROAD
 AE0440'AND 3 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AE0440'PROJECTS 0.5 FOOT.
 AE0440
 AE0440                          STATION RECOVERY (1962)
 AE0440
 AE0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0474 ***********************************************************************
 AE0474  DESIGNATION -  V 656
 AE0474  PID         -  AE0474
 AE0474  STATE/COUNTY-  TX/HIDALGO
 AE0474  USGS QUAD   -  FAYSVILLE (1963)
 AE0474
 AE0474                         *CURRENT SURVEY CONTROL
 AE0474  ___________________________________________________________________
 AE0474* NAD 83(1986)-  26 23 18.     (N)    098 08 29.     (W)     SCALED    
 AE0474* NAVD 88     -        24.946  (meters)      81.84   (feet)  ADJUSTED  
 AE0474  ___________________________________________________________________
 AE0474  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0474  DYNAMIC HT  -          24.905 (meters)      81.71  (feet)  COMP
 AE0474  MODELED GRAV-     979,026.2   (mgal)                       NAVD 88
 AE0474
 AE0474  VERT ORDER  -  SECOND    CLASS 0
 AE0474
 AE0474.The horizontal coordinates were scaled from a topographic map and have
 AE0474.an estimated accuracy of +/- 6 seconds.
 AE0474
 AE0474.The orthometric height was determined by differential leveling
 AE0474.and adjusted by the National Geodetic Survey in June 1991..
 AE0474
 AE0474.The geoid height was determined by GEOID03.
 AE0474
 AE0474.The dynamic height is computed by dividing the NAVD 88
 AE0474.geopotential number by the normal gravity value computed on the
 AE0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0474.degrees latitude (g = 980.6199 gals.).
 AE0474
 AE0474.The modeled gravity was interpolated from observed gravity values.
 AE0474
 AE0474;                    North         East    Units  Estimated Accuracy
 AE0474;SPC TX S     - 5,080,010.      335,780.      MT  (+/- 180 meters Scaled)
 AE0474
 AE0474                          SUPERSEDED SURVEY CONTROL
 AE0474
 AE0474  NGVD 29 (??/??/92)   25.057  (m)           82.21   (f) ADJ UNCH    2 0
 AE0474
 AE0474.Superseded values are not recommended for survey control.
 AE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0474.See file dsdata.txt to determine how the superseded data were derived.
 AE0474
 AE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ856189(NAD 83)
 AE0474_MARKER: DB = BENCH MARK DISK
 AE0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0474_STAMPING: V 656 1942
 AE0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0474+STABILITY: SURFACE MOTION
 AE0474
 AE0474  HISTORY     - Date     Condition        Report By
 AE0474  HISTORY     - 1942     MONUMENTED       CGS
 AE0474  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0474
 AE0474                          STATION DESCRIPTION
 AE0474
 AE0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0474'6.4 MI N FROM EDINBURG.
 AE0474'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0474'6.4 MILES ALONG U.S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH MARK.
 AE0474'BENCH MARK IS AT BEND IN ROAD AND 10. FEET NORTHWEST OF TELEPHONE
 AE0474'POLE.  IT IS 42. FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0474'CENTER LINE OF PAVEMENT, ABOUT 700. FEET SOUTH OF LARGE BROWN HOUSE
 AE0474'(CACTUS GARDENS) AND 3. FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.
 AE0474'THE MONUMENT PROJECTS 0.5 FOOT.
 AE0474
 AE0474                          STATION RECOVERY (1962)
 AE0474
 AE0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0752 ***********************************************************************
 AW0752  DESIGNATION -  V 659
 AW0752  PID         -  AW0752
 AW0752  STATE/COUNTY-  TX/HARRIS
 AW0752  USGS QUAD   -  MONT BELVIEU (1994)
 AW0752
 AW0752                         *CURRENT SURVEY CONTROL
 AW0752  ___________________________________________________________________
 AW0752* NAD 83(1993)-  29 50 35.24109(N)    094 59 19.65231(W)     ADJUSTED  
 AW0752* NAVD 88     -        11.519  (meters)      37.79   (feet)  ADJUSTED  
 AW0752  ___________________________________________________________________
 AW0752  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AW0752  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0752  DYNAMIC HT  -          11.504 (meters)      37.74  (feet)  COMP
 AW0752  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 AW0752
 AW0752  HORZ ORDER  -  THIRD
 AW0752  VERT ORDER  -  FIRST     CLASS II
 AW0752
 AW0752.The horizontal coordinates were established by classical geodetic methods
 AW0752.and adjusted by the National Geodetic Survey in February 1996..
 AW0752
 AW0752.The orthometric height was determined by differential leveling
 AW0752.and adjusted by the National Geodetic Survey in June 1991..
 AW0752
 AW0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0752
 AW0752.The geoid height was determined by GEOID03.
 AW0752
 AW0752.The dynamic height is computed by dividing the NAVD 88
 AW0752.geopotential number by the normal gravity value computed on the
 AW0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0752.degrees latitude (g = 980.6199 gals.).
 AW0752
 AW0752.The modeled gravity was interpolated from observed gravity values.
 AW0752
 AW0752;                    North         East     Units Scale Factor Converg.
 AW0752;SPC TXSC     - 4,229,386.712   987,519.993   MT  0.99990245   +1 57 54.5
 AW0752;SPC TXSC     -13,875,912.90  3,239,888.51   sFT  0.99990245   +1 57 54.5
 AW0752;UTM  15      - 3,303,062.071   307,864.990   MT  1.00005549   -0 59 23.9
 AW0752
 AW0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0752!SPC TXSC     -   1.00000248  x   0.99990245  =   0.99990493
 AW0752!UTM  15      -   1.00000248  x   1.00005549  =   1.00005797
 AW0752
 AW0752|---------------------------------------------------------------------|
 AW0752| PID    Reference Object                     Distance      Geod. Az  |
 AW0752|                                                           dddmmss.s |
 AW0752| AW0428 V 659 RM 1                           15.496 METERS 16932     |
 AW0752| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX.13.6 KM 2204203.9 |
 AW0752| AW0427 V 659 AZ MK                                        2714043.1 |
 AW0752| AW0417 V 659 RM 2                           22.177 METERS 27505     |
 AW0752|---------------------------------------------------------------------|
 AW0752
 AW0752                          SUPERSEDED SURVEY CONTROL
 AW0752
 AW0752  NAD 83(1986)-  29 50 35.25733(N)    094 59 19.63392(W) AD(       ) 3
 AW0752  NAD 27      -  29 50 34.45292(N)    094 59 18.89583(W) AD(       ) 3
 AW0752  NGVD 29 (12/23/87)   11.517  (m)           37.79   (f) ADJUSTED    1 2
 AW0752
 AW0752.Superseded values are not recommended for survey control.
 AW0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0752.See file dsdata.txt to determine how the superseded data were derived.
 AW0752
 AW0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0786503062(NAD 83)
 AW0752_MARKER: DB = BENCH MARK DISK
 AW0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0752_SP_SET: CONCRETE POST
 AW0752_STAMPING: V 659 1942
 AW0752_MARK LOGO: CGS   
 AW0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0752+STABILITY: SURFACE MOTION
 AW0752
 AW0752  HISTORY     - Date     Condition        Report By
 AW0752  HISTORY     - 1952     MONUMENTED       CGS
 AW0752  HISTORY     - 1954     GOOD             CGS
 AW0752  HISTORY     - 1964     GOOD             CGS
 AW0752  HISTORY     - 1964     GOOD             NGS
 AW0752  HISTORY     - 1978     GOOD             NGS
 AW0752  HISTORY     - 1986     GOOD             NGS
 AW0752  HISTORY     - 1990     GOOD             USPSQD
 AW0752  HISTORY     - 19940722 GOOD             USPSQD
 AW0752
 AW0752                          STATION DESCRIPTION
 AW0752
 AW0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW0752'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF CROSBY
 AW0752'IN THE SOUTHWEST ANGLE OF A CROSSROAD, 38 FEET WEST OF A
 AW0752'NORTH-SOUTH ROAD, 35 FEET SOUTH OF AN EAST-WEST ROAD, 10
 AW0752'FEET SOUTH OF A FENCE CORNER AND POWER LINE POLE, 3 FEET
 AW0752'NORTHWEST OF A WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH
 AW0752'FENCE LINE.  IT IS A STANDARD BRONZE DISK SET IN THE TOP
 AW0752'OF A 6 INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND SURFACE
 AW0752'AND IS STAMPED V 659 1942.
 AW0752'
 AW0752'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT OF WAY, 60 FEET
 AW0752'SOUTH OF A FENCE CORNER, 38 FEET WEST OF THE CENTER OF A
 AW0752'NORTH-SOUTH ROAD AND 2 FEET EAST OF NORTH-SOUTH FENCE LINE.
 AW0752'IT IS STAMPED BENCH MARK V 659 NO 1 1952 AND PROJECTS 8 INCHES.
 AW0752'
 AW0752'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A PASTURE, 71
 AW0752'FEET WEST OF A FENCE CORNER, 25 FEET SOUTH OF THE CENTER OF
 AW0752'AN EAST-WEST ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 AW0752'LINE.  IT IS STAMPED BENCH MARK V 659 NO 2 1952 AND PROJECTS
 AW0752'8 INCHES.
 AW0752'
 AW0752'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 99.29
 AW0752'FEET.
 AW0752'
 AW0752'THE AZIMUTH MARK IS ON THE ROAD RIGHT OF WAY, 34 FEET NORTH
 AW0752'OF THE CENTER OF AN EAST-WEST ROAD, 2 FEET EAST OF A WITNESS
 AW0752'POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 AW0752'STAMPED BENCH MARK V 659 1952 AND PROJECTS 8 INCHES.
 AW0752'
 AW0752'TO REACH THE STATION FROM THE POST OFFICE IN CROSBY, GO
 AW0752'SOUTHEAST AND SOUTH ON THE MAIN ROAD FOR 1.7 MILES TO U.S.
 AW0752'HIGHWAY 90, CONTINUE SOUTH FOR 0.4 MILES TO A CROSSROAD,
 AW0752'TURN LEFT AND GO EAST ON HARD SURFACED ROAD 2.4 MILES TO
 AW0752'A T INTERSECTION.  TURN RIGHT AND GO SOUTHEAST FOR 2.9 MILES
 AW0752'TO A FORK, TAKE RIGHT FORK AND GO SOUTH FOR 0.2 MILE TO A
 AW0752'CROSSROAD AND STATION IN THE SOUTHWEST ANGLE AS DESCRIBED.
 AW0752'(TURN RIGHT AND GO WEST FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT
 AW0752'AS DESCRIBED).
 AW0752'
 AW0752'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW0752
 AW0752                          STATION RECOVERY (1954)
 AW0752
 AW0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW0752'1.75 MILES NORTH ALONG AN OILED ROAD FROM THE POST OFFICE
 AW0752'AT HIGHLANDS, THENCE 4.15 MILES EAST ALONG A SHELL ROAD,
 AW0752'AT A ROAD INTERSECTION, 39.5 FEET WEST OF THE CENTER LINE OF AN
 AW0752'OILED ROAD, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 AW0752'WEST SHELL ROAD, 25.4 FEET NORTH OF A TELEPHONE POLE, 9 FEET
 AW0752'SOUTH OF A POWER POLE, 8 FEET SOUTH OF A FENCE CORNER, 1.3
 AW0752'FEET EAST OF A FENCE, 3.3 FEET NORTHWEST OF A WITNESS POST,
 AW0752'A BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW0752'IS FLUSH WITH THE GROUND, STAMPED V 659 1942.
 AW0752'
 AW0752'BENCH MARK V 659 R.M. 1 IS 50.3 FEET SOUTH OF TRIANGULATION
 AW0752'STATION BENCH MARK V 659, 85.3 FEET SOUTH OF THE CENTER LINE
 AW0752'OF AN EAST AND WEST SHELL ROAD, 39 FEET WEST OF THE CENTER
 AW0752'LINE OF AN OILED ROAD, 24.8 FEET SOUTH OF A TELEPHONE POLE,
 AW0752'1.4 FEET EAST OF A FENCE, A REFERENCE MARK DISK SET IN THE
 AW0752'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 AW0752'STAMPED BENCH MARK V 659 NO 1 1952.
 AW0752'
 AW0752'BENCH MARK V 659 R.M. 2 IS 72.7 FEET WEST OF TRIANGULATION
 AW0752'STATION BENCH MARK V 659, 115.5 FEET WEST OF THE CENTER LINE
 AW0752'OF AN OILED ROAD, 26 FEET SOUTH OF THE CENTER LINE OF AN
 AW0752'EAST AND WEST SHELL ROAD, 0.4 FOOT SOUTH OF A FENCE, A REFERENCE
 AW0752'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AW0752'0.5 FOOT ABOVE THE GROUND, STAMPED BENCH MARK V 659 NO 2
 AW0752'1952.
 AW0752'
 AW0752'BENCH MARK V 659 1952 AZIMUTH IS 0.25 MILE WEST OF TRIANGULATION
 AW0752'STATION BENCH MARK V 659, 0.25 MILE WEST OF AN OILED ROAD,
 AW0752'134 FEET NORTHEAST OF A POWER POLE, 35 FEET NORTH OF THE
 AW0752'CENTER LINE OF A SHELL ROAD, 2.1 FEET NORTH OF A FENCE, 1.5
 AW0752'FEET EAST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN
 AW0752'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AW0752'THE GROUND, STAMPED BENCH MARK V 659 1952.
 AW0752
 AW0752                          STATION RECOVERY (1964)
 AW0752
 AW0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0752'ABOUT 1.75 MILES NORTH ALONG THE CROSBY-LYNCHBURG ROAD FROM
 AW0752'THE POST OFFICE AT HIGHLANDS, THENCE 4.15 MILES EAST ALONG
 AW0752'THE BARBERS HILL ROAD, AT THE INTERSECTION OF GARTH ROAD, 35
 AW0752'FEET SOUTH OF THE CENTER LINE OF BARBERS HILL ROAD, 39-1/2
 AW0752'FEET WEST OF THE CENTER LINE OF GARTH ROAD, 25-1/2 FEET NORTH
 AW0752'OF A TELEPHONE POLE, 50-1/2 FEET NORTH OF R.M. 1, 9 FEET
 AW0752'SOUTH OF A POWER POLE, 8 FEET SOUTH OF A CORNER FENCE POST,
 AW0752'1-1/2 FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 AW0752'POST FLUSH WITH THE GROUND.
 AW0752'
 AW0752'R.M. 1 IS 85-1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 AW0752'39 FEET WEST OF THE CENTER LINE OF GARTH ROAD, 25 FEET SOUTH
 AW0752'OF A TELEPHONE POLE, 1.4 FEET EAST OF A FENCE, AND SET IN
 AW0752'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW0752'
 AW0752'R.M. 2 IS 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 115
 AW0752'FEET WEST OF THE CENTER LINE OF GARTH ROAD, 1 FOOT SOUTH OF
 AW0752'A FENCE, 72-1/2 FEET WEST OF THE STATION MARK, AND SET IN
 AW0752'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW0752'
 AW0752'THE AZIMUTH MARK IS 0.25 MILE WEST ALONG BARBERS HILL ROAD
 AW0752'FROM THE STATION MARK, 35 FEET NORTH OF THE CENTER LINE
 AW0752'OF THE ROAD, 134 FEET NORTHEAST ACROSS THE ROAD FROM A POWER
 AW0752'POLE, 2 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 AW0752'POST PROJECTING 6 INCHES.
 AW0752
 AW0752                          STATION RECOVERY (1964)
 AW0752
 AW0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0752'5.9 MI NE FROM HIGHLANDS.
 AW0752'ABOUT 1.75 MILES NORTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST
 AW0752'OFFICE AT HIGHLANDS, THENCE 4.15 MILES EAST ALONG THE BARBERS HILL
 AW0752'ROAD, AT THE INTERSECTION OF GARTH ROAD, 35 FEET SOUTH OF THE CENTER
 AW0752'LINE OF BARBERS HILL ROAD, 39 1/2 FEET WEST OF THE CENTER LINE OF
 AW0752'GARTH ROAD, 25 1/2 FEET NORTH OF A TELEPHONE POLE, 50 1/2 FEET NORTH
 AW0752'OF BENCH MARK V 659 R.M. 1, 9 FEET SOUTH OF A POWER POLE, 8 FEET SOUTH
 AW0752'OF A CORNER FENCE POST, 1 1/2 FEET EAST OF A FENCE, AND SET IN THE TOP
 AW0752'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0752
 AW0752                          STATION RECOVERY (1978)
 AW0752
 AW0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0752'RECOVERED IN GOOD CONDITION.
 AW0752
 AW0752                          STATION RECOVERY (1986)
 AW0752
 AW0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0752'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--12.1
 AW0752'M (39.7 FT) WEST OF THE CENTERLINE OF GARTH ROAD, 10.7 M (35.1 FT)
 AW0752'SOUTH OF A UTILITY POLE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 AW0752
 AW0752                          STATION RECOVERY (1990)
 AW0752
 AW0752'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0752'RECOVERED IN GOOD CONDITION.
 AW0752
 AW0752                          STATION RECOVERY (1994)
 AW0752
 AW0752'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0427 ***********************************************************************
 AW0427  DESIGNATION -  V 659 AZ MK
 AW0427  PID         -  AW0427
 AW0427  STATE/COUNTY-  TX/HARRIS
 AW0427  USGS QUAD   -  MONT BELVIEU (1994)
 AW0427
 AW0427                         *CURRENT SURVEY CONTROL
 AW0427  ___________________________________________________________________
 AW0427* NAD 83(1986)-  29 50 35.     (N)    094 59 35.     (W)     SCALED    
 AW0427* NAVD 88     -        12.59   (+/-2cm)      41.3    (feet)  VERTCON   
 AW0427  ___________________________________________________________________
 AW0427  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0427
 AW0427  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0427
 AW0427.The horizontal coordinates were scaled from a topographic map and have
 AW0427.an estimated accuracy of +/- 6 seconds.
 AW0427
 AW0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0427.The vertical order pertains to the NGVD 29 superseded value.
 AW0427
 AW0427.The geoid height was determined by GEOID03.
 AW0427
 AW0427;                    North         East    Units  Estimated Accuracy
 AW0427;SPC TXSC     - 4,229,370.      987,110.      MT  (+/- 180 meters Scaled)
 AW0427
 AW0427                          SUPERSEDED SURVEY CONTROL
 AW0427
 AW0427  NGVD 29 (??/??/92)   12.589  (m)           41.30   (f) ADJ UNCH    1 2
 AW0427
 AW0427.Superseded values are not recommended for survey control.
 AW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0427.See file dsdata.txt to determine how the superseded data were derived.
 AW0427
 AW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP074030(NAD 83)
 AW0427_MARKER: DZ = AZIMUTH MARK DISK
 AW0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0427_STAMPING: BENCH MARK V 659 1952
 AW0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0427+STABILITY: SURFACE MOTION
 AW0427
 AW0427  HISTORY     - Date     Condition        Report By
 AW0427  HISTORY     - 1952     MONUMENTED       CGS
 AW0427  HISTORY     - 1964     GOOD             NGS
 AW0427  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0427  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW0427
 AW0427                          STATION DESCRIPTION
 AW0427
 AW0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0427'5.65 MI NE FROM HIGHLANDS.
 AW0427'ABOUT 1.75 MILES NORTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST
 AW0427'OFFICE AT HIGHLANDS, THENCE 3.9 MILES EAST ALONG THE BARBERS HILL
 AW0427'ROAD, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 134 FEET NORTHEAST
 AW0427'ACROSS THE ROAD FROM A POWER POLE, 2 FEET NORTH OF A FENCE, AND SET IN
 AW0427'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW0427
 AW0427                          STATION RECOVERY (1978)
 AW0427
 AW0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0427'NOT RECOVERED.
 AW0427
 AW0427                          STATION RECOVERY (1997)
 AW0427
 AW0427'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0390 ***********************************************************************
 BZ0390  DESIGNATION -  V 66
 BZ0390  PID         -  BZ0390
 BZ0390  STATE/COUNTY-  TX/LEON
 BZ0390  USGS QUAD   -  BUFFALO (1982)
 BZ0390
 BZ0390                         *CURRENT SURVEY CONTROL
 BZ0390  ___________________________________________________________________
 BZ0390* NAD 83(1986)-  31 28 57.     (N)    096 01 16.     (W)     SCALED    
 BZ0390* NAVD 88     -        95.36   (+/-2cm)     312.9    (feet)  VERTCON   
 BZ0390  ___________________________________________________________________
 BZ0390  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BZ0390
 BZ0390  VERT ORDER  -  FIRST     CLASS II (See Below)
 BZ0390
 BZ0390.The horizontal coordinates were scaled from a topographic map and have
 BZ0390.an estimated accuracy of +/- 6 seconds.
 BZ0390
 BZ0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0390.The vertical order pertains to the NGVD 29 superseded value.
 BZ0390
 BZ0390.The geoid height was determined by GEOID03.
 BZ0390
 BZ0390;                    North         East    Units  Estimated Accuracy
 BZ0390;SPC TX C     - 3,209,240.    1,109,610.      MT  (+/- 180 meters Scaled)
 BZ0390
 BZ0390                          SUPERSEDED SURVEY CONTROL
 BZ0390
 BZ0390  NGVD 29 (??/??/92)   95.330  (m)          312.76   (f) ADJ UNCH    1 2
 BZ0390
 BZ0390.Superseded values are not recommended for survey control.
 BZ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0390.See file dsdata.txt to determine how the superseded data were derived.
 BZ0390
 BZ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV829869(NAD 83)
 BZ0390_MARKER: Q = CHISELED SQUARE
 BZ0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0390_SP_SET: CULVERT
 BZ0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0390
 BZ0390  HISTORY     - Date     Condition        Report By
 BZ0390  HISTORY     - UNK      MONUMENTED       CGS
 BZ0390  HISTORY     - 1942     GOOD             NGS
 BZ0390  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0390
 BZ0390                          STATION DESCRIPTION
 BZ0390
 BZ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BZ0390'2.8 MI NE FROM BUFFALO.
 BZ0390'2.8 MILES NORTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 BZ0390'FROM THE STATION AT BUFFALO, LEON COUNTY, 2 POLES WEST OF MILEPOST 32,
 BZ0390'ON THE NORTHEAST CORNER OF CONCRETE CULVERT 32 A, AND 7 FEET NORTH OF
 BZ0390'THE TRACK.  AN OUTLINED SQUARE.  NOTE-- IT WAS REPORTED IN SEPTEMBER
 BZ0390'1934 THAT THE HEADWALL IS COVERED WITH 2 FEET OF EARTH.
 BZ0390
 BZ0390                          STATION RECOVERY (1980)
 BZ0390
 BZ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0239 ***********************************************************************
 AW0239  DESIGNATION -  V 660
 AW0239  PID         -  AW0239
 AW0239  STATE/COUNTY-  TX/HARRIS
 AW0239  USGS QUAD   -  ALDINE (1995)
 AW0239
 AW0239                         *CURRENT SURVEY CONTROL
 AW0239  ___________________________________________________________________
 AW0239* NAD 83(1986)-  29 59 52.     (N)    095 23 46.     (W)     SCALED    
 AW0239* NAVD 88     -        30.089  (meters)      98.72   (feet)  ADJUSTED  
 AW0239  ___________________________________________________________________
 AW0239  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW0239  DYNAMIC HT  -          30.049 (meters)      98.59  (feet)  COMP
 AW0239  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 AW0239
 AW0239  VERT ORDER  -  FIRST     CLASS II
 AW0239
 AW0239.The horizontal coordinates were scaled from a topographic map and have
 AW0239.an estimated accuracy of +/- 6 seconds.
 AW0239
 AW0239.The orthometric height was determined by differential leveling
 AW0239.and adjusted by the National Geodetic Survey in September 1996..
 AW0239
 AW0239.The geoid height was determined by GEOID03.
 AW0239
 AW0239.The dynamic height is computed by dividing the NAVD 88
 AW0239.geopotential number by the normal gravity value computed on the
 AW0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0239.degrees latitude (g = 980.6199 gals.).
 AW0239
 AW0239.The modeled gravity was interpolated from observed gravity values.
 AW0239
 AW0239;                    North         East    Units  Estimated Accuracy
 AW0239;SPC TXSC     - 4,245,240.      947,650.      MT  (+/- 180 meters Scaled)
 AW0239
 AW0239                          SUPERSEDED SURVEY CONTROL
 AW0239
 AW0239  NAVD 88 (06/15/91)   30.325  (m)           99.49   (f) UNKNOWN     1 2
 AW0239  NGVD 29 (12/23/87)   30.323  (m)           99.48   (f) ADJUSTED    1 2
 AW0239
 AW0239.Superseded values are not recommended for survey control.
 AW0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0239.See file dsdata.txt to determine how the superseded data were derived.
 AW0239
 AW0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP688209(NAD 83)
 AW0239_MARKER: DB = BENCH MARK DISK
 AW0239_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0239_SP_SET: BRIDGE ABUTMENT
 AW0239_STAMPING: V 660 1942
 AW0239_MARK LOGO: CGS   
 AW0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0239
 AW0239  HISTORY     - Date     Condition        Report By
 AW0239  HISTORY     - 1942     MONUMENTED       CGS
 AW0239  HISTORY     - 1973     GOOD             NGS
 AW0239  HISTORY     - 1978     GOOD             NGS
 AW0239  HISTORY     - 1978     GOOD             NGS
 AW0239  HISTORY     - 1986     GOOD             NGS
 AW0239  HISTORY     - 19951007 GOOD             CHANCE
 AW0239  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 AW0239
 AW0239                          STATION DESCRIPTION
 AW0239
 AW0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0239'5.7 MI S FROM SPRING.
 AW0239'ABOUT 5.7 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 AW0239'CROSSING OF SPRING SCHOOL RD., SET IN THE TOP OF THE SOUTHWEST END OF
 AW0239'THE NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE ON HARDY ST., AND OVER
 AW0239'TURKEY CREEK, 64 FEET NORTHEAST OF THE NORTHEAST RAIL, 13.7 FEET
 AW0239'SOUTHWEST OF THE CENTER LINE OF HARDY ST., 1.4 FEET NORTHEAST OF THE
 AW0239'SOUTHWEST END OF THE NORTHWEST ABUTMENT AND ABOUT LEVEL WITH THE ROAD.
 AW0239
 AW0239                          STATION RECOVERY (1978)
 AW0239
 AW0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0239'RECOVERED IN GOOD CONDITION.
 AW0239
 AW0239                          STATION RECOVERY (1978)
 AW0239
 AW0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0239'RECOVERED IN GOOD CONDITION.
 AW0239
 AW0239                          STATION RECOVERY (1986)
 AW0239
 AW0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0239'RECOVERED IN GOOD CONDITION.
 AW0239
 AW0239                          STATION RECOVERY (1995)
 AW0239
 AW0239'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0239'RECOVERED AS DESCRIBED EXCEPT AN ADDITIONAL SET OF TRACKS HAVE BEEN
 AW0239'ADDED.  CORRECTED TIE TO NEAR RAIL IS 49 FT (14.9 M) .  ADDITIONAL
 AW0239'TIES FOLLOW.  32 FT (9.8 M) SOUTH OF TRAFFIC SIGNAL SIGN.  23.5 FT
 AW0239'(7.2 M) NORTHEAST OF THE CENTERLINE OF A 48 INCH STEEL CULVERT.  61 FT
 AW0239'(18.6 M) SOUTHWEST OF A UTILITY POLE.
 AW0239
 AW0239                          STATION RECOVERY (2004)
 AW0239
 AW0239'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1210 ***********************************************************************
 BL1210  DESIGNATION -  V 661
 BL1210  PID         -  BL1210
 BL1210  STATE/COUNTY-  TX/HARRIS
 BL1210  USGS QUAD   -  HUFFMAN (1980)
 BL1210
 BL1210                         *CURRENT SURVEY CONTROL
 BL1210  ___________________________________________________________________
 BL1210* NAD 83(1986)-  30 02 09.     (N)    095 05 24.     (W)     SCALED    
 BL1210* NAVD 88     -        22.19   (+/-2cm)      72.8    (feet)  VERTCON   
 BL1210  ___________________________________________________________________
 BL1210  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1210
 BL1210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1210
 BL1210.The horizontal coordinates were scaled from a topographic map and have
 BL1210.an estimated accuracy of +/- 6 seconds.
 BL1210
 BL1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1210.The vertical order pertains to the NGVD 29 superseded value.
 BL1210
 BL1210.The geoid height was determined by GEOID03.
 BL1210
 BL1210;                    North         East    Units  Estimated Accuracy
 BL1210;SPC TXSC     - 4,250,400.      977,030.      MT  (+/- 180 meters Scaled)
 BL1210
 BL1210                          SUPERSEDED SURVEY CONTROL
 BL1210
 BL1210  NGVD 29 (??/??/92)   22.186  (m)           72.79   (f) ADJ UNCH    2 0
 BL1210
 BL1210.Superseded values are not recommended for survey control.
 BL1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1210.See file dsdata.txt to determine how the superseded data were derived.
 BL1210
 BL1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP984245(NAD 83)
 BL1210_MARKER: DB = BENCH MARK DISK
 BL1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1210_SP_SET: CULVERT
 BL1210_STAMPING: V 661 1942
 BL1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1210
 BL1210  HISTORY     - Date     Condition        Report By
 BL1210  HISTORY     - 1942     MONUMENTED       CGS
 BL1210  HISTORY     - 1954     GOOD             NGS
 BL1210  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1210  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 BL1210
 BL1210                          STATION DESCRIPTION
 BL1210
 BL1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1210'0.6 MI N FROM HUFFMAN.
 BL1210'0.6 MILE NORTH ALONG AN OILED ROAD FROM THE SCHOOLHOUSE AT HUFFMAN,
 BL1210'115 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING WEST
 BL1210'TO A LARGE WHITE FARMHOUSE, 14 FEET WEST OF THE CENTER LINE OF AN
 BL1210'OILED ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 BL1210'CONCRETE CULVERT.
 BL1210
 BL1210                          STATION RECOVERY (1978)
 BL1210
 BL1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1210'NOT RECOVERED.  NOTE=ROAD WIDENED, NEW HEADWALLS HAVE BEEN
 BL1210'PUT IN.
 BL1210
 BL1210                          STATION RECOVERY (1997)
 BL1210
 BL1210'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0682 ***********************************************************************
 AW0682  DESIGNATION -  V 662 RESET
 AW0682  PID         -  AW0682
 AW0682  STATE/COUNTY-  TX/HARRIS
 AW0682  USGS QUAD   -  HUMBLE (1995)
 AW0682
 AW0682                         *CURRENT SURVEY CONTROL
 AW0682  ___________________________________________________________________
 AW0682* NAD 83(1986)-  29 59 58.     (N)    095 15 04.     (W)     SCALED    
 AW0682* NAVD 88     -        22.453  (meters)      73.66   (feet)  ADJUSTED  
 AW0682  ___________________________________________________________________
 AW0682  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0682  DYNAMIC HT  -          22.423 (meters)      73.57  (feet)  COMP
 AW0682  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 AW0682  OBS GRAVITY -     979,294.6   (mgal)                       GRAV_OBS
 AW0682
 AW0682  VERT ORDER  -  FIRST     CLASS II
 AW0682
 AW0682.The horizontal coordinates were scaled from a topographic map and have
 AW0682.an estimated accuracy of +/- 6 seconds.
 AW0682
 AW0682.The orthometric height was determined by differential leveling
 AW0682.and adjusted by the National Geodetic Survey in June 1991..
 AW0682
 AW0682.The geoid height was determined by GEOID03.
 AW0682
 AW0682.The dynamic height is computed by dividing the NAVD 88
 AW0682.geopotential number by the normal gravity value computed on the
 AW0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0682.degrees latitude (g = 980.6199 gals.).
 AW0682
 AW0682.The modeled gravity was interpolated from observed gravity values.
 AW0682.The observed gravity was obtained from relative gravimeter ties
 AW0682.to the IGSN71 gravity network.
 AW0682
 AW0682;                    North         East    Units  Estimated Accuracy
 AW0682;SPC TXSC     - 4,245,860.      961,630.      MT  (+/- 180 meters Scaled)
 AW0682
 AW0682                          SUPERSEDED SURVEY CONTROL
 AW0682
 AW0682  NGVD 29 (12/23/87)   22.452  (m)           73.66   (f) ADJUSTED    1 2
 AW0682
 AW0682.Superseded values are not recommended for survey control.
 AW0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0682.See file dsdata.txt to determine how the superseded data were derived.
 AW0682
 AW0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP828208(NAD 83)
 AW0682_MARKER: DB = BENCH MARK DISK
 AW0682_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0682_SP_SET: HEADWALL
 AW0682_STAMPING: V 662 RESET 1955 1942
 AW0682_MARK LOGO: CGS   
 AW0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0682+STABILITY: SURFACE MOTION
 AW0682
 AW0682  HISTORY     - Date     Condition        Report By
 AW0682  HISTORY     - 1955     MONUMENTED       TXHD
 AW0682  HISTORY     - 1973     GOOD             NGS
 AW0682  HISTORY     - 1978     GOOD             NGS
 AW0682  HISTORY     - 1987     GOOD             NGS
 AW0682  HISTORY     - 19941009 MARK NOT FOUND   NGS
 AW0682  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AW0682
 AW0682                          STATION DESCRIPTION
 AW0682
 AW0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0682'1.25 MI E FROM HUMBLE.
 AW0682'ABOUT 1.25 MILES EAST ALONG HIGHWAY FM 1960 FROM THE HIGHWAY 59
 AW0682'OVERPASS OVER FM 1960 AT HUMBLE, SET IN THE WEST END OF THE NORTH
 AW0682'HEADWALL OF AN 18 IN. PIPE CULVERT, 22 FEET NORTH OF THE CENTER LINE
 AW0682'OF FM 1960, 19 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 AW0682'NORTH TO HUMBLE APARTMENTS, 35 FEET SOUTHWEST OF A FENCE CORNER, 3
 AW0682'FEET WEST OF THE EAST END OF THE HEADWALL.  A STANDARD DISK ABOUT
 AW0682'LEVEL WITH THE HIGHWAY SET IN THE HEADWALL OF A PIPE CULVERT. NOTE--
 AW0682'RUBBING WAS TAKEN BECAUSE PREVIOUS DESCRIPTION DID NOT INCLUDE THE
 AW0682'DATE OF 1942 OF THE STAMPING.
 AW0682
 AW0682                          STATION RECOVERY (1978)
 AW0682
 AW0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0682'RECOVERED IN GOOD CONDITION.
 AW0682
 AW0682                          STATION RECOVERY (1987)
 AW0682
 AW0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0682'RECOVERED IN GOOD CONDITION.
 AW0682
 AW0682                          STATION RECOVERY (1994)
 AW0682
 AW0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0682'SEARCHED FOR, NOT RECOVERED.
 AW0682
 AW0682                          STATION RECOVERY (2004)
 AW0682
 AW0682'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3106 ***********************************************************************
 AW3106  DESIGNATION -  V 663 RESET 1953
 AW3106  PID         -  AW3106
 AW3106  STATE/COUNTY-  TX/LIBERTY
 AW3106  USGS QUAD   -  SHILOH (1993)
 AW3106
 AW3106                         *CURRENT SURVEY CONTROL
 AW3106  ___________________________________________________________________
 AW3106* NAD 83(1986)-  29 58 38.     (N)    094 40 54.     (W)     SCALED    
 AW3106* NAVD 88     -        15.01   (+/-2cm)      49.2    (feet)  VERTCON   
 AW3106  ___________________________________________________________________
 AW3106  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3106
 AW3106  VERT ORDER  -  THIRD (See Below)
 AW3106
 AW3106.The horizontal coordinates were scaled from a topographic map and have
 AW3106.an estimated accuracy of +/- 6 seconds.
 AW3106
 AW3106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3106.The vertical order pertains to the NGVD 29 superseded value.
 AW3106
 AW3106.The geoid height was determined by GEOID03.
 AW3106
 AW3106;                    North         East    Units  Estimated Accuracy
 AW3106;SPC TX C     - 3,048,280.    1,245,220.      MT  (+/- 180 meters Scaled)
 AW3106
 AW3106                          SUPERSEDED SURVEY CONTROL
 AW3106
 AW3106  NGVD 29 (??/??/??)   15.01   (m)           49.2    (f) RESET       3  
 AW3106
 AW3106.Superseded values are not recommended for survey control.
 AW3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3106.See file dsdata.txt to determine how the superseded data were derived.
 AW3106
 AW3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP377174(NAD 83)
 AW3106_MARKER: DB = BENCH MARK DISK
 AW3106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3106_STAMPING: V 663 1942 RESET 1953
 AW3106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3106+STABILITY: SURFACE MOTION
 AW3106
 AW3106  HISTORY     - Date     Condition        Report By
 AW3106  HISTORY     - 1953     MONUMENTED       CGS
 AW3106  HISTORY     - 1959     GOOD             NGS
 AW3106  HISTORY     - 19890428 MARK NOT FOUND   USPSQD
 AW3106  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 AW3106
 AW3106                          STATION DESCRIPTION
 AW3106
 AW3106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3106'4.95 MI S FROM RAYWOOD.
 AW3106'ABOUT 0.15 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE RICE GROWERS
 AW3106'CONCRETE ELEVATOR AT RAYWOOD, THENCE ABOUT 4.8 MILES SOUTH ALONG FARM
 AW3106'ROAD 770, 59 FEET EAST OF THE CENTER LINE OF THE ROAD, 70 YARDS SOUTH
 AW3106'OF THE CENTER LINE OF AN IRRIGATION CANAL, 14 1/2 FEET NORTH OF THE
 AW3106'CENTER LINE OF A GATE, 9 FEET EAST OF A FENCE, 7 FEET EAST OF A 7-INCH
 AW3106'GUM TREE, 1 1/2 FEET SOUTH OF A BOARD FENCE AROUND A STOCK PEN, 1 1/2
 AW3106'FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 AW3106'POST PROJECTING 4 INCHES.
 AW3106
 AW3106                          STATION RECOVERY (1989)
 AW3106
 AW3106'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW3106'MARK NOT FOUND.
 AW3106
 AW3106                          STATION RECOVERY (2004)
 AW3106
 AW3106'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2370 ***********************************************************************
 BL2370  DESIGNATION -  V 664 RESET
 BL2370  PID         -  BL2370
 BL2370  STATE/COUNTY-  TX/LIBERTY
 BL2370  USGS QUAD   -  DAYTON (1984)
 BL2370
 BL2370                         *CURRENT SURVEY CONTROL
 BL2370  ___________________________________________________________________
 BL2370* NAD 83(1986)-  30 02 04.     (N)    094 52 41.     (W)     SCALED    
 BL2370* NAVD 88     -        23.16   (+/-2cm)      76.0    (feet)  VERTCON   
 BL2370  ___________________________________________________________________
 BL2370  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL2370
 BL2370  VERT ORDER  -  THIRD (See Below)
 BL2370
 BL2370.The horizontal coordinates were scaled from a topographic map and have
 BL2370.an estimated accuracy of +/- 6 seconds.
 BL2370
 BL2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2370.The vertical order pertains to the NGVD 29 superseded value.
 BL2370
 BL2370.The geoid height was determined by GEOID03.
 BL2370
 BL2370;                    North         East    Units  Estimated Accuracy
 BL2370;SPC TX C     - 3,053,670.    1,225,980.      MT  (+/- 180 meters Scaled)
 BL2370
 BL2370                          SUPERSEDED SURVEY CONTROL
 BL2370
 BL2370  NGVD 29 (01/29/03)   23.16   (m)           76.0    (f) RESET       3  
 BL2370
 BL2370.Superseded values are not recommended for survey control.
 BL2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2370.See file dsdata.txt to determine how the superseded data were derived.
 BL2370
 BL2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP189240(NAD 83)
 BL2370_MARKER: DV = VERTICAL CONTROL DISK
 BL2370_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL2370_SP_SET: CULVERT HEADWALL
 BL2370_STAMPING: V 664 RESET 1985
 BL2370_MARK LOGO: NGS   
 BL2370_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2370+STABILITY: SURFACE MOTION
 BL2370
 BL2370  HISTORY     - Date     Condition        Report By
 BL2370  HISTORY     - 1985     MONUMENTED       TXHD
 BL2370  HISTORY     - 20040315 GOOD             USPSQD
 BL2370
 BL2370                          STATION DESCRIPTION
 BL2370
 BL2370'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1985
 BL2370'FROM THE INTERSECTION OF US 90 AND FARM ROAD 1409 SOUTHEAST ABOUT 0.8
 BL2370'MILES (1.3 KM) ALONG FARM ROAD 1409 ON THE TOP AND SOUTHEAST CORNER
 BL2370'OF THE NORTHEAST HEADWALL OF A 2-8 FOOT BY 6 FOOT (1.8 M) BOX CULVERT
 BL2370'PASSING UNDER FARM ROAD 1409, 25.3 FEET (7.7 M) LEFT OF THE
 BL2370'CENTERLINE OF FARM ROAD 1409, 63 FEET (19.2 M) NORTHWEST OF A POWER
 BL2370'POLE, 101 FEET (30.8 M) NORTHWEST FROM CORNER OF WHITE FRAME HOUSE,
 BL2370'79 FEET (24.1 M) SOUTHWEST OF TAN BRICK HOUSE AND ABOUT 2 FEET
 BL2370'(0.6 M) BELOW ROADWAY SURFACE.
 BL2370
 BL2370                          STATION RECOVERY (2004)
 BL2370
 BL2370'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3402 ***********************************************************************
 AW3402  DESIGNATION -  V 666
 AW3402  PID         -  AW3402
 AW3402  STATE/COUNTY-  TX/HARRIS
 AW3402  USGS QUAD   -  SETTEGAST (1995)
 AW3402
 AW3402                         *CURRENT SURVEY CONTROL
 AW3402  ___________________________________________________________________
 AW3402* NAD 83(1986)-  29 50 29.     (N)    095 15 45.     (W)     SCALED    
 AW3402* NAVD 88     -        14.32   (+/-2cm)      47.0    (feet)  VERTCON   
 AW3402  ___________________________________________________________________
 AW3402  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW3402
 AW3402  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3402
 AW3402.The horizontal coordinates were scaled from a topographic map and have
 AW3402.an estimated accuracy of +/- 6 seconds.
 AW3402
 AW3402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3402.The vertical order pertains to the NGVD 29 superseded value.
 AW3402
 AW3402.The geoid height was determined by GEOID03.
 AW3402
 AW3402;                    North         East    Units  Estimated Accuracy
 AW3402;SPC TXSC     - 4,228,320.      961,090.      MT  (+/- 180 meters Scaled)
 AW3402
 AW3402                          SUPERSEDED SURVEY CONTROL
 AW3402
 AW3402  NGVD 29 (??/??/92)   14.322  (m)           46.99   (f) ADJ UNCH    1 2
 AW3402
 AW3402.Superseded values are not recommended for survey control.
 AW3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3402.See file dsdata.txt to determine how the superseded data were derived.
 AW3402
 AW3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP814033(NAD 83)
 AW3402_MARKER: DB = BENCH MARK DISK
 AW3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3402_STAMPING: V 666 1942
 AW3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3402+STABILITY: SURFACE MOTION
 AW3402
 AW3402  HISTORY     - Date     Condition        Report By
 AW3402  HISTORY     - 1942     MONUMENTED       CGS
 AW3402  HISTORY     - 1954     GOOD             NGS
 AW3402  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3402
 AW3402                          STATION DESCRIPTION
 AW3402
 AW3402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3402'1.05 MI NE FROM EAST HOUSTON.
 AW3402'1.05 MILES NORTHEAST ALONG EAST HOUSTON ROAD FROM THE MEMORIAL BAPTIST
 AW3402'CHURCH AT EAST HOUSTON, 144 FEET NORTH OF THE NORTHEAST CORNER OF
 AW3402'GRADYS DRIVE INN, 6 FEET NORTH OF THE EXTENDED CENTER LINE OF A PAVED
 AW3402'STREET LEADING EAST, 32.5 FEET WEST OF THE CENTER LINE OF EAST HOUSTON
 AW3402'ROAD, 8.5 FEET SOUTH OF A FENCE, 2.1 FEET WEST OF A FENCE, SET IN THE
 AW3402'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AW3402'NOTE-- NEW PARKING LOT OF SHOPPING AREA AT DESCRIPTION SITE MAY HAVE
 AW3402'DESTROYED THE BM.
 AW3402
 AW3402                          STATION RECOVERY (1973)
 AW3402
 AW3402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0863 ***********************************************************************
 AW0863  DESIGNATION -  V 667
 AW0863  PID         -  AW0863
 AW0863  STATE/COUNTY-  TX/HARRIS
 AW0863  USGS QUAD   -  ALDINE (1995)
 AW0863
 AW0863                         *CURRENT SURVEY CONTROL
 AW0863  ___________________________________________________________________
 AW0863* NAD 83(1986)-  29 58 36.     (N)    095 29 34.     (W)     SCALED    
 AW0863* NAVD 88     -        35.57   (+/-2cm)     116.7    (feet)  VERTCON   
 AW0863  ___________________________________________________________________
 AW0863  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW0863
 AW0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0863
 AW0863.The horizontal coordinates were scaled from a topographic map and have
 AW0863.an estimated accuracy of +/- 6 seconds.
 AW0863
 AW0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0863.The vertical order pertains to the NGVD 29 superseded value.
 AW0863
 AW0863.The geoid height was determined by GEOID03.
 AW0863
 AW0863;                    North         East    Units  Estimated Accuracy
 AW0863;SPC TXSC     - 4,242,620.      938,400.      MT  (+/- 180 meters Scaled)
 AW0863
 AW0863                          SUPERSEDED SURVEY CONTROL
 AW0863
 AW0863  NGVD 29 (??/??/92)   35.567  (m)          116.69   (f) ADJ UNCH    2 0
 AW0863
 AW0863.Superseded values are not recommended for survey control.
 AW0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0863.See file dsdata.txt to determine how the superseded data were derived.
 AW0863
 AW0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP594188(NAD 83)
 AW0863_MARKER: DB = BENCH MARK DISK
 AW0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0863_STAMPING: V 667 1942
 AW0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0863+STABILITY: SURFACE MOTION
 AW0863
 AW0863  HISTORY     - Date     Condition        Report By
 AW0863  HISTORY     - 1942     MONUMENTED       CGS
 AW0863  HISTORY     - 1954     GOOD             NGS
 AW0863  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0863  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW0863
 AW0863                          STATION DESCRIPTION
 AW0863
 AW0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW0863'4.85 MI NE FROM NORTH HOUSTON.
 AW0863'0.8 MILE EAST ALONG THE FAIRBANKS AND NORTH HOUSTON ROAD FROM THE
 AW0863'CROSSING OF THE BURLINGTON AND ROCK ISLAND RAILROAD AT NORTH HOUSTON,
 AW0863'THENCE 0.3 MILE SOUTHEAST ALONG FARM ROAD 149, THENCE 2.75 MILES NORTH
 AW0863'ALONG BAMMEL ROAD, THENCE 1.0 MILE NORTHEAST ALONG BAMMEL ROAD, 0.15
 AW0863'MILE SOUTHWEST OF A JUNCTION WITH THE STUEBNER AIRLINE ROAD, 27 FEET
 AW0863'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET NORTHWEST OF A
 AW0863'FENCE, 15 FEET NORTHWEST OF THE NORTHWEST END OF A TILE PIPE CULVERT,
 AW0863'1.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AW0863'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW0863
 AW0863                          STATION RECOVERY (1978)
 AW0863
 AW0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0863'NOT RECOVERED.
 AW0863
 AW0863                          STATION RECOVERY (2004)
 AW0863
 AW0863'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0347 ***********************************************************************
 AW0347  DESIGNATION -  V 669 RESET 1954
 AW0347  PID         -  AW0347
 AW0347  STATE/COUNTY-  TX/HARRIS
 AW0347  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0347
 AW0347                         *CURRENT SURVEY CONTROL
 AW0347  ___________________________________________________________________
 AW0347* NAD 83(1986)-  29 47 04.     (N)    095 29 45.     (W)     SCALED    
 AW0347* NAVD 88     -        20.75   (+/-2cm)      68.1    (feet)  VERTCON   
 AW0347  ___________________________________________________________________
 AW0347  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW0347
 AW0347  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0347
 AW0347.The horizontal coordinates were scaled from a topographic map and have
 AW0347.an estimated accuracy of +/- 6 seconds.
 AW0347
 AW0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0347.The vertical order pertains to the NGVD 29 superseded value.
 AW0347
 AW0347.The geoid height was determined by GEOID03.
 AW0347
 AW0347;                    North         East    Units  Estimated Accuracy
 AW0347;SPC TXSC     - 4,221,310.      938,750.      MT  (+/- 180 meters Scaled)
 AW0347
 AW0347                          SUPERSEDED SURVEY CONTROL
 AW0347
 AW0347  NGVD 29 (??/??/92)   20.743  (m)           68.05   (f) ADJ UNCH    1 1
 AW0347
 AW0347.Superseded values are not recommended for survey control.
 AW0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0347.See file dsdata.txt to determine how the superseded data were derived.
 AW0347
 AW0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN587975(NAD 83)
 AW0347_MARKER: DB = BENCH MARK DISK
 AW0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0347_STAMPING: V 669 1942 RESET 1954
 AW0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0347+STABILITY: SURFACE MOTION
 AW0347
 AW0347  HISTORY     - Date     Condition        Report By
 AW0347  HISTORY     - 1954     MONUMENTED       CGS
 AW0347  HISTORY     - 1973     GOOD             NGS
 AW0347  HISTORY     - 1976     MARK NOT FOUND   NGS
 AW0347  HISTORY     - 1976     GOOD             NGS
 AW0347  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0347  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0347  HISTORY     - 19931023 MARK NOT FOUND   USPSQD
 AW0347  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0347
 AW0347                          STATION DESCRIPTION
 AW0347
 AW0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0347'8.85 MI E FROM ADDICKS.
 AW0347'ABOUT 8.85 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0347'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6, ABOUT 0.15 MILE EAST OF
 AW0347'BINGLE ROAD, 40.4 FEET NORTH OF THE NORTH RAIL, 27.3 FEET EAST OF THE
 AW0347'EAST LEG OF THE STEEL POWER LINE TOWER, 2 FEET SOUTH OF AN EAST-WEST
 AW0347'FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 AW0347'THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 AW0347'PROJECTING 0.2 FOOT.
 AW0347
 AW0347                          STATION RECOVERY (1976)
 AW0347
 AW0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0347'SEARCHED FOR BUT NOT RECOVERED.
 AW0347
 AW0347                          STATION RECOVERY (1976)
 AW0347
 AW0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0347'RECOVERED IN GOOD CONDITION.
 AW0347
 AW0347                          STATION RECOVERY (1978)
 AW0347
 AW0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0347'NOT RECOVERED.  NOTE=THIS MARK WAS NOT LEVELED IN 1976 ACCORDING TO
 AW0347'1976 L-LIST.
 AW0347
 AW0347                          STATION RECOVERY (1987)
 AW0347
 AW0347'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW0347'MARK NOT FOUND.
 AW0347
 AW0347                          STATION RECOVERY (1993)
 AW0347
 AW0347'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0347'MARK NOT FOUND.
 AW0347
 AW0347                          STATION RECOVERY (2004)
 AW0347
 AW0347'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1265 ***********************************************************************
 BY1265  DESIGNATION -  V 67
 BY1265  PID         -  BY1265
 BY1265  STATE/COUNTY-  TX/CHEROKEE
 BY1265  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1265
 BY1265                         *CURRENT SURVEY CONTROL
 BY1265  ___________________________________________________________________
 BY1265* NAD 83(1986)-  31 57 39.     (N)    095 16 48.     (W)     SCALED    
 BY1265* NAVD 88     -       161.186  (meters)     528.82   (feet)  ADJUSTED  
 BY1265  ___________________________________________________________________
 BY1265  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1265  DYNAMIC HT  -         160.991 (meters)     528.18  (feet)  COMP
 BY1265  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 BY1265
 BY1265  VERT ORDER  -  FIRST     CLASS II
 BY1265
 BY1265.The horizontal coordinates were scaled from a topographic map and have
 BY1265.an estimated accuracy of +/- 6 seconds.
 BY1265
 BY1265.The orthometric height was determined by differential leveling
 BY1265.and adjusted by the National Geodetic Survey in June 1991..
 BY1265.WARNING-Repeat measurements at this control monument indicate possible
 BY1265.vertical movement.
 BY1265
 BY1265.The geoid height was determined by GEOID03.
 BY1265
 BY1265.The dynamic height is computed by dividing the NAVD 88
 BY1265.geopotential number by the normal gravity value computed on the
 BY1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1265.degrees latitude (g = 980.6199 gals.).
 BY1265
 BY1265.The modeled gravity was interpolated from observed gravity values.
 BY1265
 BY1265;                    North         East    Units  Estimated Accuracy
 BY1265;SPC TX C     - 3,265,180.    1,177,550.      MT  (+/- 180 meters Scaled)
 BY1265
 BY1265                          SUPERSEDED SURVEY CONTROL
 BY1265
 BY1265  NGVD 29 (??/??/92)  161.218  (m)          528.93   (f) ADJ UNCH    1 2
 BY1265
 BY1265.Superseded values are not recommended for survey control.
 BY1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1265.See file dsdata.txt to determine how the superseded data were derived.
 BY1265
 BY1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR845383(NAD 83)
 BY1265_MARKER: DB = BENCH MARK DISK
 BY1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1265_SP_SET: ABUTMENT
 BY1265_STAMPING: V 67 1929 ELEV 528.637
 BY1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1265
 BY1265  HISTORY     - Date     Condition        Report By
 BY1265  HISTORY     - 1929     MONUMENTED       CGS
 BY1265  HISTORY     - 1952     GOOD             NGS
 BY1265  HISTORY     - 1959     GOOD             NGS
 BY1265  HISTORY     - 1979     GOOD             NGS
 BY1265  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY1265
 BY1265                          STATION DESCRIPTION
 BY1265
 BY1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1265'IN JACKSONVILLE.
 BY1265'AT JACKSONVILLE, CHEROKEE COUNTY, ON THE INTERNATIONAL-GREAT NORTHERN
 BY1265'RAILROAD, AT THE OVERHEAD CROSSING OF THE TEXAS AND NEW ORLEANS
 BY1265'RAILROAD, IN THE TOP OF THE SOUTHEAST ABUTMENT, AND ABOUT 3 FEET SOUTH
 BY1265'OF THE T. AND N.O. R.R. TRACK.  A STANDARD DISK, STAMPED ELEV. 528.637
 BY1265'FT. V 67 1929.
 BY1265
 BY1265                          STATION RECOVERY (1959)
 BY1265
 BY1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 BY1265'RECOVERED IN GOOD CONDITION.
 BY1265
 BY1265                          STATION RECOVERY (1979)
 BY1265
 BY1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1265'RECOVERED IN GOOD CONDITION.
 BY1265
 BY1265                          STATION RECOVERY (2004)
 BY1265
 BY1265'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1041 ***********************************************************************
 AB1041  DESIGNATION -  V 670
 AB1041  PID         -  AB1041
 AB1041  STATE/COUNTY-  TX/KENEDY
 AB1041  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1041
 AB1041                         *CURRENT SURVEY CONTROL
 AB1041  ___________________________________________________________________
 AB1041* NAD 83(1986)-  26 39 15.     (N)    097 34 35.     (W)     SCALED    
 AB1041* NAVD 88     -         6.365  (meters)      20.88   (feet)  ADJUSTED  
 AB1041  ___________________________________________________________________
 AB1041  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AB1041  DYNAMIC HT  -           6.355 (meters)      20.85  (feet)  COMP
 AB1041  MODELED GRAV-     979,072.7   (mgal)                       NAVD 88
 AB1041
 AB1041  VERT ORDER  -  SECOND    CLASS 0
 AB1041
 AB1041.The horizontal coordinates were scaled from a topographic map and have
 AB1041.an estimated accuracy of +/- 6 seconds.
 AB1041
 AB1041.The orthometric height was determined by differential leveling
 AB1041.and adjusted by the National Geodetic Survey in June 1991..
 AB1041
 AB1041.The geoid height was determined by GEOID03.
 AB1041
 AB1041.The dynamic height is computed by dividing the NAVD 88
 AB1041.geopotential number by the normal gravity value computed on the
 AB1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1041.degrees latitude (g = 980.6199 gals.).
 AB1041
 AB1041.The modeled gravity was interpolated from observed gravity values.
 AB1041
 AB1041;                    North         East    Units  Estimated Accuracy
 AB1041;SPC TX S     - 5,109,740.      391,940.      MT  (+/- 180 meters Scaled)
 AB1041
 AB1041                          SUPERSEDED SURVEY CONTROL
 AB1041
 AB1041  NGVD 29 (??/??/92)    6.440  (m)           21.13   (f) ADJ UNCH    2 0
 AB1041
 AB1041.Superseded values are not recommended for survey control.
 AB1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1041.See file dsdata.txt to determine how the superseded data were derived.
 AB1041
 AB1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ416489(NAD 83)
 AB1041_MARKER: DB = BENCH MARK DISK
 AB1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1041_STAMPING: V 670 19420
 AB1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1041+STABILITY: SURFACE MOTION
 AB1041
 AB1041  HISTORY     - Date     Condition        Report By
 AB1041  HISTORY     - 1942     MONUMENTED       CGS
 AB1041  HISTORY     - 1956     GOOD             USGS
 AB1041
 AB1041                          STATION DESCRIPTION
 AB1041
 AB1041'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1041'11.5 MI SE FROM NORIAS RANCH.
 AB1041'FROM NORIAS RANCH PROCEED 1.1 MILE SOUTHEAST ALONG HARD SURFACE ROAD
 AB1041'TO A GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 6.7 MILES ALONG TRACK
 AB1041'ROAD TO A GATE, 0.6 MILE SOUTH THRU GATE ALONG FENCE, 0.25 MILE EAST
 AB1041'ALONG FENCE TO ROAD FORK, 1.5 MILE SOUTHEAST ALONG RIGHT FORK TO THE
 AB1041'BEGINNING OF HARD SURFACE ROAD, CONTINUE FOR 0.2 MILE ON HARD SURFACE
 AB1041'ROAD TO ROAD SOUTHEAST, 1.3 MILE ALONG TRACK ROAD TO A ROAD FORK, 0.1
 AB1041'MILE SOUTHEAST ALONG RIGHT FORK, 14 FEET SOUTHWEST OF CENTERLINE ROAD,
 AB1041'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0516 ***********************************************************************
 AB0516  DESIGNATION -  V 671
 AB0516  PID         -  AB0516
 AB0516  STATE/COUNTY-  TX/WILLACY
 AB0516  USGS QUAD   -  EL JARDIN (1975)
 AB0516
 AB0516                         *CURRENT SURVEY CONTROL
 AB0516  ___________________________________________________________________
 AB0516* NAD 83(1986)-  26 30 01.     (N)    097 30 32.     (W)     SCALED    
 AB0516* NAVD 88     -         3.914  (meters)      12.84   (feet)  ADJUSTED  
 AB0516  ___________________________________________________________________
 AB0516  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AB0516  DYNAMIC HT  -           3.908 (meters)      12.82  (feet)  COMP
 AB0516  MODELED GRAV-     979,067.5   (mgal)                       NAVD 88
 AB0516
 AB0516  VERT ORDER  -  SECOND    CLASS 0
 AB0516
 AB0516.The horizontal coordinates were scaled from a topographic map and have
 AB0516.an estimated accuracy of +/- 6 seconds.
 AB0516
 AB0516.The orthometric height was determined by differential leveling
 AB0516.and adjusted by the National Geodetic Survey in June 1991..
 AB0516
 AB0516.The geoid height was determined by GEOID03.
 AB0516
 AB0516.The dynamic height is computed by dividing the NAVD 88
 AB0516.geopotential number by the normal gravity value computed on the
 AB0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0516.degrees latitude (g = 980.6199 gals.).
 AB0516
 AB0516.The modeled gravity was interpolated from observed gravity values.
 AB0516
 AB0516;                    North         East    Units  Estimated Accuracy
 AB0516;SPC TX S     - 5,092,750.      398,800.      MT  (+/- 180 meters Scaled)
 AB0516
 AB0516                          SUPERSEDED SURVEY CONTROL
 AB0516
 AB0516  NGVD 29 (??/??/92)    3.981  (m)           13.06   (f) ADJ UNCH    2 0
 AB0516
 AB0516.Superseded values are not recommended for survey control.
 AB0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0516.See file dsdata.txt to determine how the superseded data were derived.
 AB0516
 AB0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ485319(NAD 83)
 AB0516_MARKER: DB = BENCH MARK DISK
 AB0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0516_STAMPING: V 671 1942
 AB0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0516+STABILITY: SURFACE MOTION
 AB0516
 AB0516  HISTORY     - Date     Condition        Report By
 AB0516  HISTORY     - 1942     MONUMENTED       CGS
 AB0516  HISTORY     - 1949     GOOD             NGS
 AB0516  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0516  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0516
 AB0516                          STATION DESCRIPTION
 AB0516
 AB0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0516'17.9 MI E FROM RAYMONDVILLE.
 AB0516'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0516'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0516'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0516'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0516'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 5.9 MILES TO A GATE IN THE
 AB0516'RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF THE ROAD AND SITE OF BENCH
 AB0516'MARK.  BENCH MARK IS 51.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION
 AB0516'AS THE CENTERLINE OF THE ROAD, 15.0 FEET WEST OF THE WEST GATE POST,
 AB0516'3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5 FEET SOUTH
 AB0516'OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT. STAMPED V 671
 AB0516'1942 AND SET IN A CONCRETE POST.
 AB0516
 AB0516                          STATION RECOVERY (1949)
 AB0516
 AB0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0516'RECOVERED IN GOOD CONDITION.
 AB0516
 AB0516                          STATION RECOVERY (1987)
 AB0516
 AB0516'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0516'MARK NOT FOUND.
 AB0516
 AB0516                          STATION RECOVERY (1988)
 AB0516
 AB0516'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1052 ***********************************************************************
 AB1052  DESIGNATION -  V 672
 AB1052  PID         -  AB1052
 AB1052  STATE/COUNTY-  TX/WILLACY
 AB1052  USGS QUAD   -  EL JARDIN (1975)
 AB1052
 AB1052                         *CURRENT SURVEY CONTROL
 AB1052  ___________________________________________________________________
 AB1052* NAD 83(1986)-  26 34 00.     (N)    097 33 33.     (W)     SCALED    
 AB1052* NAVD 88     -         2.794  (meters)       9.17   (feet)  ADJUSTED  
 AB1052  ___________________________________________________________________
 AB1052  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AB1052  DYNAMIC HT  -           2.790 (meters)       9.15  (feet)  COMP
 AB1052  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 AB1052
 AB1052  VERT ORDER  -  SECOND    CLASS 0
 AB1052
 AB1052.The horizontal coordinates were scaled from a topographic map and have
 AB1052.an estimated accuracy of +/- 6 seconds.
 AB1052
 AB1052.The orthometric height was determined by differential leveling
 AB1052.and adjusted by the National Geodetic Survey in June 1991..
 AB1052
 AB1052.The geoid height was determined by GEOID03.
 AB1052
 AB1052.The dynamic height is computed by dividing the NAVD 88
 AB1052.geopotential number by the normal gravity value computed on the
 AB1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1052.degrees latitude (g = 980.6199 gals.).
 AB1052
 AB1052.The modeled gravity was interpolated from observed gravity values.
 AB1052
 AB1052;                    North         East    Units  Estimated Accuracy
 AB1052;SPC TX S     - 5,100,060.      393,730.      MT  (+/- 180 meters Scaled)
 AB1052
 AB1052                          SUPERSEDED SURVEY CONTROL
 AB1052
 AB1052  NGVD 29 (??/??/92)    2.865  (m)            9.40   (f) ADJ UNCH    2 0
 AB1052
 AB1052.Superseded values are not recommended for survey control.
 AB1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1052.See file dsdata.txt to determine how the superseded data were derived.
 AB1052
 AB1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ435392(NAD 83)
 AB1052_MARKER: DB = BENCH MARK DISK
 AB1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1052_STAMPING: V 672 1942
 AB1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1052+STABILITY: SURFACE MOTION
 AB1052
 AB1052  HISTORY     - Date     Condition        Report By
 AB1052  HISTORY     - 1942     MONUMENTED       CGS
 AB1052
 AB1052                          STATION DESCRIPTION
 AB1052
 AB1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1052'6.0 MI N FROM SAUZ RANCH.
 AB1052'TO REACH FROM THE SAUZ RANCH HEADQUARTERS, PROCEED NORTHERLY ON TRACK
 AB1052'ROAD TO THE MOGOTES CAMP, GO 4.0 MILES TO A GATE 0.3 MILES NORTH OF
 AB1052'THE CAMP, PASS THROUGH GATE AND GO 0.2 MILE NORTHEASTERLY TO A GATE,
 AB1052'PASS THROUGH GATE AND CONTINUE NORTHERLY 1.8 MILES TO A LOW FLAT IN A
 AB1052'MESQUITE THICKET AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 60.0
 AB1052'FEET SOUTHWEST OF THE CENTER OF A CURVE IN THE ROAD, 24.0 FEET WEST OF
 AB1052'AND THE SAME ELVEVATION AS THE CENTERLINE OF THE ROAD, AND 3.0 FEET
 AB1052'NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0550 ***********************************************************************
 AB0550  DESIGNATION -  V 673
 AB0550  PID         -  AB0550
 AB0550  STATE/COUNTY-  TX/WILLACY
 AB0550  USGS QUAD   -  WILLAMAR (1982)
 AB0550
 AB0550                         *CURRENT SURVEY CONTROL
 AB0550  ___________________________________________________________________
 AB0550* NAD 83(1986)-  26 27 54.     (N)    097 37 11.     (W)     SCALED    
 AB0550* NAVD 88     -         5.950  (meters)      19.52   (feet)  ADJUSTED  
 AB0550  ___________________________________________________________________
 AB0550  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AB0550  DYNAMIC HT  -           5.941 (meters)      19.49  (feet)  COMP
 AB0550  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 AB0550
 AB0550  VERT ORDER  -  SECOND    CLASS 0
 AB0550
 AB0550.The horizontal coordinates were scaled from a topographic map and have
 AB0550.an estimated accuracy of +/- 6 seconds.
 AB0550
 AB0550.The orthometric height was determined by differential leveling
 AB0550.and adjusted by the National Geodetic Survey in June 1991..
 AB0550
 AB0550.The geoid height was determined by GEOID03.
 AB0550
 AB0550.The dynamic height is computed by dividing the NAVD 88
 AB0550.geopotential number by the normal gravity value computed on the
 AB0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0550.degrees latitude (g = 980.6199 gals.).
 AB0550
 AB0550.The modeled gravity was interpolated from observed gravity values.
 AB0550
 AB0550;                    North         East    Units  Estimated Accuracy
 AB0550;SPC TX S     - 5,088,760.      387,780.      MT  (+/- 180 meters Scaled)
 AB0550
 AB0550                          SUPERSEDED SURVEY CONTROL
 AB0550
 AB0550  NGVD 29 (??/??/92)    6.019  (m)           19.75   (f) ADJ UNCH    2 0
 AB0550
 AB0550.Superseded values are not recommended for survey control.
 AB0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0550.See file dsdata.txt to determine how the superseded data were derived.
 AB0550
 AB0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ375279(NAD 83)
 AB0550_MARKER: DB = BENCH MARK DISK
 AB0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0550_SP_SET: CULVERT
 AB0550_STAMPING: V 673 1942
 AB0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0550
 AB0550  HISTORY     - Date     Condition        Report By
 AB0550  HISTORY     - 1942     MONUMENTED       CGS
 AB0550  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0550  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0550
 AB0550                          STATION DESCRIPTION
 AB0550
 AB0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0550'11.1 MI SE FROM RAYMONDVILLE.
 AB0550'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB0550'PROCEED EASTERLY ON STATE HIGHWAY NO. 186.  GO 10.0 MILES TO THE END
 AB0550'OF PAVEMENT.  TURN SOUTH (RIGHT) ONTO ROAD TO WILLAMAR AND GO 1.1
 AB0550'MILES TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AB0550'HORIZONTALLY IN TOP OF THE SOUTH END OF THE WEST HEADWALL OF THE
 AB0550'CONCRETE CULVERT.  IT IS ABOUT 350 FEET SOUTH OF A T ROAD
 AB0550'INTERSECTION.  16 FEET WEST OF AND ABOUT 0.5 FEET ABOVE THE CENTERLINE
 AB0550'OF THE ROAD.  A STANDARD DISK, STAMPED V 673 1942 SET IN A DRILL HOLE.
 AB0550
 AB0550                          STATION RECOVERY (1954)
 AB0550
 AB0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0550'MARK NOT FOUND.
 AB0550
 AB0550                          STATION RECOVERY (1987)
 AB0550
 AB0550'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0573 ***********************************************************************
 AB0573  DESIGNATION -  V 674
 AB0573  PID         -  AB0573
 AB0573  STATE/COUNTY-  TX/WILLACY
 AB0573  USGS QUAD   -  PASO REAL (1980)
 AB0573
 AB0573                         *CURRENT SURVEY CONTROL
 AB0573  ___________________________________________________________________
 AB0573* NAD 83(1986)-  26 20 15.     (N)    097 34 31.     (W)     SCALED    
 AB0573* NAVD 88     -         5.932  (meters)      19.46   (feet)  ADJUSTED  
 AB0573  ___________________________________________________________________
 AB0573  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AB0573  DYNAMIC HT  -           5.923 (meters)      19.43  (feet)  COMP
 AB0573  MODELED GRAV-     979,053.2   (mgal)                       NAVD 88
 AB0573
 AB0573  VERT ORDER  -  SECOND    CLASS 0
 AB0573
 AB0573.The horizontal coordinates were scaled from a topographic map and have
 AB0573.an estimated accuracy of +/- 6 seconds.
 AB0573
 AB0573.The orthometric height was determined by differential leveling
 AB0573.and adjusted by the National Geodetic Survey in June 1991..
 AB0573
 AB0573.The geoid height was determined by GEOID03.
 AB0573
 AB0573.The dynamic height is computed by dividing the NAVD 88
 AB0573.geopotential number by the normal gravity value computed on the
 AB0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0573.degrees latitude (g = 980.6199 gals.).
 AB0573
 AB0573.The modeled gravity was interpolated from observed gravity values.
 AB0573
 AB0573;                    North         East    Units  Estimated Accuracy
 AB0573;SPC TX S     - 5,074,660.      392,310.      MT  (+/- 180 meters Scaled)
 AB0573
 AB0573                          SUPERSEDED SURVEY CONTROL
 AB0573
 AB0573  NGVD 29 (??/??/92)    6.018  (m)           19.74   (f) ADJ UNCH    2 0
 AB0573
 AB0573.Superseded values are not recommended for survey control.
 AB0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0573.See file dsdata.txt to determine how the superseded data were derived.
 AB0573
 AB0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ421138(NAD 83)
 AB0573_MARKER: DB = BENCH MARK DISK
 AB0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0573_STAMPING: V 674 1942
 AB0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0573+STABILITY: SURFACE MOTION
 AB0573
 AB0573  HISTORY     - Date     Condition        Report By
 AB0573  HISTORY     - 1942     MONUMENTED       CGS
 AB0573  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0573
 AB0573                          STATION DESCRIPTION
 AB0573
 AB0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0573'8.0 MI N FROM RIO HONDO.
 AB0573'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO PROCEED WESTERLY ON PAVED
 AB0573'ROAD, GO 0.7 MILE.  TURN NORTHERLY (RIGHT) AND GO 7.3 MILES TO SITE OF
 AB0573'BENCH MARK.  BENCH MARK IS ABOUT THE CENTER OF A CULTIVATED FIELD, 25
 AB0573'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB0573'ROAD.  3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST. AND ONE
 AB0573'FOOT EAST OF THE RIGHT OF WAY FENCE.  A DISK SET IN CONCRETE POST AND
 AB0573'PROJECTING 0.7 FEET.
 AB0573
 AB0573                          STATION RECOVERY (1954)
 AB0573
 AB0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0373 ***********************************************************************
 AB0373  DESIGNATION -  V 675
 AB0373  PID         -  AB0373
 AB0373  STATE/COUNTY-  TX/CAMERON
 AB0373  USGS QUAD   -  LA LEONA (1982)
 AB0373
 AB0373                         *CURRENT SURVEY CONTROL
 AB0373  ___________________________________________________________________
 AB0373* NAD 83(1986)-  26 15 47.     (N)    097 23 12.     (W)     SCALED    
 AB0373* NAVD 88     -         2.182  (meters)       7.16   (feet)  ADJUSTED  
 AB0373  ___________________________________________________________________
 AB0373  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AB0373  DYNAMIC HT  -           2.178 (meters)       7.15  (feet)  COMP
 AB0373  MODELED GRAV-     979,064.6   (mgal)                       NAVD 88
 AB0373
 AB0373  VERT ORDER  -  SECOND    CLASS 0
 AB0373
 AB0373.The horizontal coordinates were scaled from a topographic map and have
 AB0373.an estimated accuracy of +/- 6 seconds.
 AB0373
 AB0373.The orthometric height was determined by differential leveling
 AB0373.and adjusted by the National Geodetic Survey in June 1991..
 AB0373
 AB0373.The geoid height was determined by GEOID03.
 AB0373
 AB0373.The dynamic height is computed by dividing the NAVD 88
 AB0373.geopotential number by the normal gravity value computed on the
 AB0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0373.degrees latitude (g = 980.6199 gals.).
 AB0373
 AB0373.The modeled gravity was interpolated from observed gravity values.
 AB0373
 AB0373;                    North         East    Units  Estimated Accuracy
 AB0373;SPC TX S     - 5,066,570.      411,210.      MT  (+/- 180 meters Scaled)
 AB0373
 AB0373                          SUPERSEDED SURVEY CONTROL
 AB0373
 AB0373  NGVD 29 (??/??/92)    2.286  (m)            7.50   (f) ADJ UNCH    2 0
 AB0373
 AB0373.Superseded values are not recommended for survey control.
 AB0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0373.See file dsdata.txt to determine how the superseded data were derived.
 AB0373
 AB0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ611058(NAD 83)
 AB0373_MARKER: DB = BENCH MARK DISK
 AB0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0373_STAMPING: V 675 1942
 AB0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0373+STABILITY: SURFACE MOTION
 AB0373
 AB0373  HISTORY     - Date     Condition        Report By
 AB0373  HISTORY     - 1942     MONUMENTED       CGS
 AB0373  HISTORY     - 1962     GOOD             NGS
 AB0373  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0373  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0373
 AB0373                          STATION DESCRIPTION
 AB0373
 AB0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0373'0.6 MI E FROM RIO HONDO.
 AB0373'0.6 MILE EAST ALONG STATE HIGHWAY 345 FROM THE MISSOURI PACIFIC
 AB0373'RAILROAD STATION AT RIO HONDO, CAMERON COUNTY, 0.05 MILE SOUTHEAST
 AB0373'ALONG THE RIGHT FORK OF THE ROAD TO A T-ROAD JUNCTION, 14.1 MILES EAST
 AB0373'ALONG A PAVED ROAD TO A T-ROAD JUNCTION, 3.1 MILES NORTH ALONG THE
 AB0373'ROAD TO THE END OF THE PAVEMENT, 1.6 MILES NORTH ALONG THE DIRT ROAD,
 AB0373'2.05 MILES WEST ALONG THE ROAD, 0.05 MILE NORTH ALONG THE ROAD, AND
 AB0373'0.15 MILE WEST ALONG THE ROAD.  ON THE OUTSIDE OF A CURVE, 39 FEET
 AB0373'EAST OF A PROLONGATION OF THE NORTH-AND-SOUTH ROAD, 30 FEET SOUTH OF
 AB0373'THE EAST-AND-WEST ROAD, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS
 AB0373'POST.  A STANDARD DISK, STAMPED V 675 1942 AND SET IN THE TOP OF A
 AB0373'6-INCH SQUARE CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AB0373
 AB0373                          STATION RECOVERY (1991)
 AB0373
 AB0373'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0373'MARK NOT FOUND.
 AB0373
 AB0373                          STATION RECOVERY (1993)
 AB0373
 AB0373'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0320 ***********************************************************************
 AB0320  DESIGNATION -  V 676
 AB0320  PID         -  AB0320
 AB0320  STATE/COUNTY-  TX/CAMERON
 AB0320  USGS QUAD   -  LA COMA (1983)
 AB0320
 AB0320                         *CURRENT SURVEY CONTROL
 AB0320  ___________________________________________________________________
 AB0320* NAD 83(1986)-  26 10 34.     (N)    097 21 05.     (W)     SCALED    
 AB0320* NAVD 88     -         3.203  (meters)      10.51   (feet)  ADJUSTED  
 AB0320  ___________________________________________________________________
 AB0320  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AB0320  DYNAMIC HT  -           3.197 (meters)      10.49  (feet)  COMP
 AB0320  MODELED GRAV-     979,062.0   (mgal)                       NAVD 88
 AB0320
 AB0320  VERT ORDER  -  SECOND    CLASS 0
 AB0320
 AB0320.The horizontal coordinates were scaled from a topographic map and have
 AB0320.an estimated accuracy of +/- 6 seconds.
 AB0320
 AB0320.The orthometric height was determined by differential leveling
 AB0320.and adjusted by the National Geodetic Survey in June 1991..
 AB0320
 AB0320.The geoid height was determined by GEOID03.
 AB0320
 AB0320.The dynamic height is computed by dividing the NAVD 88
 AB0320.geopotential number by the normal gravity value computed on the
 AB0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0320.degrees latitude (g = 980.6199 gals.).
 AB0320
 AB0320.The modeled gravity was interpolated from observed gravity values.
 AB0320
 AB0320;                    North         East    Units  Estimated Accuracy
 AB0320;SPC TX S     - 5,056,970.      414,820.      MT  (+/- 180 meters Scaled)
 AB0320
 AB0320                          SUPERSEDED SURVEY CONTROL
 AB0320
 AB0320  NGVD 29 (??/??/92)    3.302  (m)           10.83   (f) ADJ UNCH    2 0
 AB0320
 AB0320.Superseded values are not recommended for survey control.
 AB0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0320.See file dsdata.txt to determine how the superseded data were derived.
 AB0320
 AB0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP647962(NAD 83)
 AB0320_MARKER: DB = BENCH MARK DISK
 AB0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0320_SP_SET: CULVERT
 AB0320_STAMPING: V 676 1942
 AB0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0320
 AB0320  HISTORY     - Date     Condition        Report By
 AB0320  HISTORY     - 1942     MONUMENTED       CGS
 AB0320  HISTORY     - 1950     GOOD             NGS
 AB0320  HISTORY     - 20050820 MARK NOT FOUND   USPSQD
 AB0320
 AB0320                          STATION DESCRIPTION
 AB0320
 AB0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0320'3.1 MI E FROM RIO HONDO.
 AB0320'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0320'MISSOURI PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0320'EAST ALONG A PAVED ROAD, AND 1.0 MILE SOUTH ALONG A PAVED ROAD.  21
 AB0320'FEET WEST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 17 FEET NORTH
 AB0320'OF THE CENTER OF A NEW CULVERT, 2.4 FEET SOUTH OF A WHITE WOODEN
 AB0320'WITNESS POST, AT AN OLD SMALL CONCRETE CULVERT, AND IN THE TOP OF THE
 AB0320'SOUTH END OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED V 676 1942.
 AB0320
 AB0320                          STATION RECOVERY (2005)
 AB0320
 AB0320'RECOVERY NOTE BY US POWER SQUADRON 2005 (RL)
 AB0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0297 ***********************************************************************
 AB0297  DESIGNATION -  V 677 RESET 1965
 AB0297  PID         -  AB0297
 AB0297  STATE/COUNTY-  TX/CAMERON
 AB0297  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0297
 AB0297                         *CURRENT SURVEY CONTROL
 AB0297  ___________________________________________________________________
 AB0297* NAD 83(1986)-  26 10 28.     (N)    097 28 00.     (W)     SCALED    
 AB0297* NAVD 88     -         3.59   (meters)      11.8    (feet)  RESET     
 AB0297  ___________________________________________________________________
 AB0297  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 AB0297
 AB0297  VERT ORDER  -  THIRD
 AB0297
 AB0297.The horizontal coordinates were scaled from a topographic map and have
 AB0297.an estimated accuracy of +/- 6 seconds.
 AB0297
 AB0297.The orthometric height was computed from unverified reset data.
 AB0297
 AB0297.The geoid height was determined by GEOID03.
 AB0297
 AB0297;                    North         East    Units  Estimated Accuracy
 AB0297;SPC TX S     - 5,056,680.      403,300.      MT  (+/- 180 meters Scaled)
 AB0297
 AB0297                          SUPERSEDED SURVEY CONTROL
 AB0297
 AB0297.No superseded survey control is available for this station.
 AB0297
 AB0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP532959(NAD 83)
 AB0297_MARKER: DB = BENCH MARK DISK
 AB0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0297_STAMPING: V 677 RESET 1965
 AB0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0297+STABILITY: SURFACE MOTION
 AB0297
 AB0297  HISTORY     - Date     Condition        Report By
 AB0297  HISTORY     - 1965     MONUMENTED       CGS
 AB0297  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0297  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0297
 AB0297                          STATION DESCRIPTION
 AB0297
 AB0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AB0297'7.45 MI N FROM LOS FRESNOS.
 AB0297'ABOUT 7.45 MILES NORTH ALONG F M HIGHWAY 1847 FROM THE POST OFFICE IN
 AB0297'LOS FRESNOS TO SITE OF BENCH MARK.  49 FEET EAST OF THE CENTER LINE OF
 AB0297'HIGHWAY, ABOUT 100 YARDS SOUTH OF THE END OF A FILL AND ABOUT 4 FEET
 AB0297'LOWER THAN THE SURFACE OF THE ROAD, 1 FOOT SOUTH OF A METAL WITNESS
 AB0297'POST, AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 164 + 96. A
 AB0297'STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT
 AB0297'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 AB0297
 AB0297                          STATION RECOVERY (1987)
 AB0297
 AB0297'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AB0297'MARK NOT FOUND.
 AB0297
 AB0297                          STATION RECOVERY (1991)
 AB0297
 AB0297'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0008 ***********************************************************************
 AB0008  DESIGNATION -  V 678
 AB0008  PID         -  AB0008
 AB0008  STATE/COUNTY-  TX/CAMERON
 AB0008  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0008
 AB0008                         *CURRENT SURVEY CONTROL
 AB0008  ___________________________________________________________________
 AB0008* NAD 83(1986)-  25 55 18.     (N)    097 29 21.     (W)     SCALED    
 AB0008* NAVD 88     -         9.226  (meters)      30.27   (feet)  ADJUSTED  
 AB0008  ___________________________________________________________________
 AB0008  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 AB0008  DYNAMIC HT  -           9.211 (meters)      30.22  (feet)  COMP
 AB0008  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 AB0008
 AB0008  VERT ORDER  -  FIRST     CLASS II
 AB0008
 AB0008.The horizontal coordinates were scaled from a topographic map and have
 AB0008.an estimated accuracy of +/- 6 seconds.
 AB0008
 AB0008.The orthometric height was determined by differential leveling
 AB0008.and adjusted by the National Geodetic Survey in June 1991..
 AB0008
 AB0008.The geoid height was determined by GEOID03.
 AB0008
 AB0008.The dynamic height is computed by dividing the NAVD 88
 AB0008.geopotential number by the normal gravity value computed on the
 AB0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0008.degrees latitude (g = 980.6199 gals.).
 AB0008
 AB0008.The modeled gravity was interpolated from observed gravity values.
 AB0008
 AB0008;                    North         East    Units  Estimated Accuracy
 AB0008;SPC TX S     - 5,028,660.      401,280.      MT  (+/- 180 meters Scaled)
 AB0008
 AB0008                          SUPERSEDED SURVEY CONTROL
 AB0008
 AB0008  NGVD 29 (??/??/92)    9.307  (m)           30.53   (f) ADJ UNCH    1 2
 AB0008
 AB0008.Superseded values are not recommended for survey control.
 AB0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0008.See file dsdata.txt to determine how the superseded data were derived.
 AB0008
 AB0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP513678(NAD 83)
 AB0008_MARKER: DB = BENCH MARK DISK
 AB0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0008_STAMPING: V 678 1942
 AB0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0008+STABILITY: SURFACE MOTION
 AB0008
 AB0008  HISTORY     - Date     Condition        Report By
 AB0008  HISTORY     - 1942     MONUMENTED       CGS
 AB0008  HISTORY     - 1951     GOOD             NGS
 AB0008  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0008  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0008  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0008  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0008
 AB0008                          STATION DESCRIPTION
 AB0008
 AB0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0008'1.6 MI NE FROM BROWNSVILLE.
 AB0008'1.0 MILE NORTHEAST ALONG SEVENTH STREET FROM THE INTERSECTION OF U. S.
 AB0008'HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE 0.6 MILE NORTH ALONG
 AB0008'THE LOS FRESNOS ROAD, AT THE INTERSECTION OF STATE HIGHWAY 48, 35 FEET
 AB0008'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTERLINE
 AB0008'OF THE ROAD, 8 FEET EAST OF A POWERLINE POLE, AND 3 FEET NORTH OF A
 AB0008'WHITE WOODEN WITNESS POST.  A STANDARD DISK, SET IN THE TOP OF A
 AB0008'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0008
 AB0008                          STATION RECOVERY (1951)
 AB0008
 AB0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0008'RECOVERED IN GOOD CONDITION.
 AB0008
 AB0008                          STATION RECOVERY (1982)
 AB0008
 AB0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0008'SEARCHED FOR AND NOT RECOVERED THIS DATE.
 AB0008
 AB0008                          STATION RECOVERY (1987)
 AB0008
 AB0008'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0008'MARK NOT FOUND.
 AB0008
 AB0008                          STATION RECOVERY (1990)
 AB0008
 AB0008'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0008'MARK NOT FOUND.
 AB0008
 AB0008                          STATION RECOVERY (1991)
 AB0008
 AB0008'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0058 ***********************************************************************
 AB0058  DESIGNATION -  V 679
 AB0058  PID         -  AB0058
 AB0058  STATE/COUNTY-  TX/CAMERON
 AB0058  USGS QUAD   -  PALMITO HILL (1983)
 AB0058
 AB0058                         *CURRENT SURVEY CONTROL
 AB0058  ___________________________________________________________________
 AB0058* NAD 83(1986)-  25 55 45.     (N)    097 22 02.     (W)     SCALED    
 AB0058* NAVD 88     -         2.538  (meters)       8.33   (feet)  ADJUSTED  
 AB0058  ___________________________________________________________________
 AB0058  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 AB0058  DYNAMIC HT  -           2.534 (meters)       8.31  (feet)  COMP
 AB0058  MODELED GRAV-     979,043.3   (mgal)                       NAVD 88
 AB0058
 AB0058  VERT ORDER  -  SECOND    CLASS 0
 AB0058
 AB0058.The horizontal coordinates were scaled from a topographic map and have
 AB0058.an estimated accuracy of +/- 6 seconds.
 AB0058
 AB0058.The orthometric height was determined by differential leveling
 AB0058.and adjusted by the National Geodetic Survey in June 1991..
 AB0058
 AB0058.The geoid height was determined by GEOID03.
 AB0058
 AB0058.The dynamic height is computed by dividing the NAVD 88
 AB0058.geopotential number by the normal gravity value computed on the
 AB0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0058.degrees latitude (g = 980.6199 gals.).
 AB0058
 AB0058.The modeled gravity was interpolated from observed gravity values.
 AB0058
 AB0058;                    North         East    Units  Estimated Accuracy
 AB0058;SPC TX S     - 5,029,590.      413,490.      MT  (+/- 180 meters Scaled)
 AB0058
 AB0058                          SUPERSEDED SURVEY CONTROL
 AB0058
 AB0058  NGVD 29 (??/??/92)    2.634  (m)            8.64   (f) ADJ UNCH    2 0
 AB0058
 AB0058.Superseded values are not recommended for survey control.
 AB0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0058.See file dsdata.txt to determine how the superseded data were derived.
 AB0058
 AB0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP635688(NAD 83)
 AB0058_MARKER: DB = BENCH MARK DISK
 AB0058_SETTING: 0 = UNSPECIFIED SETTING
 AB0058_STAMPING: V 679 1942
 AB0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0058+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 AB0058
 AB0058  HISTORY     - Date     Condition        Report By
 AB0058  HISTORY     - 1942     MONUMENTED       CGS
 AB0058  HISTORY     - 1949     GOOD             NGS
 AB0058  HISTORY     - 20050126 GOOD             IBWC
 AB0058
 AB0058                          STATION DESCRIPTION
 AB0058
 AB0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0058'9.7 MI NE FROM BROWNSVILLE.
 AB0058'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 AB0058'48, NE OF BROWNSVILLE, GO E ON HIGHWAY 4 ABOUT 6.75 MILES TO BENCH
 AB0058'MARK SITE, 96 FT. NW AND ABOUT 1.0 FT. BELOW CENTERLINE OF HIGHWAY,
 AB0058'4.0 FT. SE OF TELEPHONE POLE NO. 168, 60 FT. NE OF SHARP ANGLE FENCE
 AB0058'CORNER, AND 3.0 FT. W OF 4X4 INCH WOODEN WITNESS POST.
 AB0058
 AB0058                          STATION RECOVERY (2005)
 AB0058
 AB0058'RECOVERY NOTE BY INT BDRY WTR COMM 2005 (RGF)
 AB0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0838 ***********************************************************************
 AB0838  DESIGNATION -  V 680
 AB0838  PID         -  AB0838
 AB0838  STATE/COUNTY-  TX/CAMERON
 AB0838  USGS QUAD   -  SANTA MARIA (1970)
 AB0838
 AB0838                         *CURRENT SURVEY CONTROL
 AB0838  ___________________________________________________________________
 AB0838* NAD 83(1986)-  26 04 20.     (N)    097 45 30.     (W)     SCALED    
 AB0838* NAVD 88     -        17.324  (meters)      56.84   (feet)  ADJUSTED  
 AB0838  ___________________________________________________________________
 AB0838  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AB0838  DYNAMIC HT  -          17.296 (meters)      56.75  (feet)  COMP
 AB0838  MODELED GRAV-     979,019.3   (mgal)                       NAVD 88
 AB0838
 AB0838  VERT ORDER  -  SECOND    CLASS 0
 AB0838
 AB0838.The horizontal coordinates were scaled from a topographic map and have
 AB0838.an estimated accuracy of +/- 6 seconds.
 AB0838
 AB0838.The orthometric height was determined by differential leveling
 AB0838.and adjusted by the National Geodetic Survey in June 1991..
 AB0838
 AB0838.The geoid height was determined by GEOID03.
 AB0838
 AB0838.The dynamic height is computed by dividing the NAVD 88
 AB0838.geopotential number by the normal gravity value computed on the
 AB0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0838.degrees latitude (g = 980.6199 gals.).
 AB0838
 AB0838.The modeled gravity was interpolated from observed gravity values.
 AB0838
 AB0838;                    North         East    Units  Estimated Accuracy
 AB0838;SPC TX S     - 5,045,150.      374,210.      MT  (+/- 180 meters Scaled)
 AB0838
 AB0838                          SUPERSEDED SURVEY CONTROL
 AB0838
 AB0838  NGVD 29 (??/??/92)   17.430  (m)           57.18   (f) ADJ UNCH    2 0
 AB0838
 AB0838.Superseded values are not recommended for survey control.
 AB0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0838.See file dsdata.txt to determine how the superseded data were derived.
 AB0838
 AB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP241842(NAD 83)
 AB0838_MARKER: DD = SURVEY DISK
 AB0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0838_SP_SET: CULVERT
 AB0838_STAMPING: V 680 1942
 AB0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0838
 AB0838  HISTORY     - Date     Condition        Report By
 AB0838  HISTORY     - 1942     MONUMENTED
 AB0838  HISTORY     - 1942     GOOD             NGS
 AB0838  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0838
 AB0838                          STATION DESCRIPTION
 AB0838
 AB0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0838'2.0 MI S FROM RANGERVILLE.
 AB0838'2.0 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0838'RANGERVILLE, CAMERON COUNTY, 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AB0838'OF A SMALL FRAMEHOUSE, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, AT
 AB0838'A CONCRETE-BOX CULVERT UNDER THE ROAD, IN THE CENTER OF THE TOP OF THE
 AB0838'EAST HEADWALL, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A CAMERON
 AB0838'COUNTY STANDARD DISK, STAMPED V 680 1942.
 AB0838
 AB0838                          STATION RECOVERY (1987)
 AB0838
 AB0838'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0924 ***********************************************************************
 AB0924  DESIGNATION -  V 682
 AB0924  PID         -  AB0924
 AB0924  STATE/COUNTY-  TX/HIDALGO
 AB0924  USGS QUAD   -  PROGRESO (1970)
 AB0924
 AB0924                         *CURRENT SURVEY CONTROL
 AB0924  ___________________________________________________________________
 AB0924* NAD 83(1986)-  26 05 10.     (N)    097 55 34.     (W)     SCALED    
 AB0924* NAVD 88     -        22.114  (meters)      72.55   (feet)  ADJUSTED  
 AB0924  ___________________________________________________________________
 AB0924  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AB0924  DYNAMIC HT  -          22.078 (meters)      72.43  (feet)  COMP
 AB0924  MODELED GRAV-     979,009.0   (mgal)                       NAVD 88
 AB0924
 AB0924  VERT ORDER  -  SECOND    CLASS 0
 AB0924
 AB0924.The horizontal coordinates were scaled from a topographic map and have
 AB0924.an estimated accuracy of +/- 6 seconds.
 AB0924
 AB0924.The orthometric height was determined by differential leveling
 AB0924.and adjusted by the National Geodetic Survey in June 1991..
 AB0924
 AB0924.The geoid height was determined by GEOID03.
 AB0924
 AB0924.The dynamic height is computed by dividing the NAVD 88
 AB0924.geopotential number by the normal gravity value computed on the
 AB0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0924.degrees latitude (g = 980.6199 gals.).
 AB0924
 AB0924.The modeled gravity was interpolated from observed gravity values.
 AB0924
 AB0924;                    North         East    Units  Estimated Accuracy
 AB0924;SPC TX S     - 5,046,600.      357,420.      MT  (+/- 180 meters Scaled)
 AB0924
 AB0924                          SUPERSEDED SURVEY CONTROL
 AB0924
 AB0924  NGVD 29 (??/??/92)   22.224  (m)           72.91   (f) ADJ UNCH    2 0
 AB0924
 AB0924.Superseded values are not recommended for survey control.
 AB0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0924.See file dsdata.txt to determine how the superseded data were derived.
 AB0924
 AB0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP073856(NAD 83)
 AB0924_MARKER: DB = BENCH MARK DISK
 AB0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0924_SP_SET: CULVERT
 AB0924_STAMPING: V 682 1942
 AB0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0924
 AB0924  HISTORY     - Date     Condition        Report By
 AB0924  HISTORY     - 1942     MONUMENTED       CGS
 AB0924
 AB0924                          STATION DESCRIPTION
 AB0924
 AB0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0924'4.9 MI W FROM SANTA MARIA.
 AB0924'IN HIDALGO COUNTY, 4.9 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE
 AB0924'PUBLIC SCHOOL AT SANTA MARIA, CAMERON COUNTY, 146 FEET SOUTHWEST
 AB0924'ACROSS THE HIGHWAY FROM A WOODEN GATE AT THE ENTRANCE TO A RANCH, 52.5
 AB0924'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A 4- BY 4-FOOT
 AB0924'VERTICAL CONCRETE-BOX CULVERT, IN THE TOP OF THE NORTHEAST CORNER OF
 AB0924'THE CULVERT, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 AB0924'DISK, STAMPED V 682 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0263 ***********************************************************************
 AE0263  DESIGNATION -  V 683
 AE0263  PID         -  AE0263
 AE0263  STATE/COUNTY-  TX/HIDALGO
 AE0263  USGS QUAD   -  LAS MILPAS (1983)
 AE0263
 AE0263                         *CURRENT SURVEY CONTROL
 AE0263  ___________________________________________________________________
 AE0263* NAD 83(1986)-  26 05 25.     (N)    098 10 26.     (W)     SCALED    
 AE0263* NAVD 88     -        27.763  (meters)      91.09   (feet)  POSTED    
 AE0263  ___________________________________________________________________
 AE0263  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AE0263  DYNAMIC HT  -          27.720 (meters)      90.94  (feet)  COMP
 AE0263  MODELED GRAV-     978,983.6   (mgal)                       NAVD 88
 AE0263
 AE0263  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0263
 AE0263.The horizontal coordinates were scaled from a topographic map and have
 AE0263.an estimated accuracy of +/- 6 seconds.
 AE0263
 AE0263.The orthometric height was determined by differential leveling
 AE0263.and adjusted by the National Geodetic Survey in 1992..
 AE0263.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0263.rate of 0.0 thru 1.0 mm/km.
 AE0263
 AE0263.The geoid height was determined by GEOID03.
 AE0263
 AE0263.The dynamic height is computed by dividing the NAVD 88
 AE0263.geopotential number by the normal gravity value computed on the
 AE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0263.degrees latitude (g = 980.6199 gals.).
 AE0263
 AE0263.The modeled gravity was interpolated from observed gravity values.
 AE0263
 AE0263;                    North         East    Units  Estimated Accuracy
 AE0263;SPC TX S     - 5,046,980.      332,630.      MT  (+/- 180 meters Scaled)
 AE0263
 AE0263                          SUPERSEDED SURVEY CONTROL
 AE0263
 AE0263  NGVD 29 (??/??/92)   27.879  (m)           91.47   (f) ADJ UNCH    2 0
 AE0263
 AE0263.Superseded values are not recommended for survey control.
 AE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0263.See file dsdata.txt to determine how the superseded data were derived.
 AE0263
 AE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP826859(NAD 83)
 AE0263_MARKER: DB = BENCH MARK DISK
 AE0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0263_STAMPING: V 683 1942
 AE0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0263+STABILITY: SURFACE MOTION
 AE0263
 AE0263  HISTORY     - Date     Condition        Report By
 AE0263  HISTORY     - 1942     MONUMENTED       CGS
 AE0263
 AE0263                          STATION DESCRIPTION
 AE0263
 AE0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0263'7.7 MI W FROM RAY PAUL.
 AE0263'BENCH MARK IS ON THE EAST SIDE OF AN IRRIGATION DITCH RUNNING THROUGH
 AE0263'THE CENTER OF A GRAPEFRUIT GROVE.  IT IS 28.0 FEET SOUTH OF AND ABOUT
 AE0263'THE SAME ELEVATION AS THE CENTERLINE OF MILITARY ROAD, 12.0 FEET EAST
 AE0263'OF THE CENTERLINE OF IRRIGATION DITCH.  MONUMENT IS 2.0 FEET EAST OF A
 AE0263'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE
 AE0263'GROUND.  NOTE-- TO REACH FROM THE RUN SCHOOL BUILDING NO. 1 AT RAY
 AE0263'PAUL, PROCEED 7.7 MILES WESTERLY ALONG THE MILITARY ROAD TO AN
 AE0263'IRRIGATION DITCH AND SITE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0735 ***********************************************************************
 AB0735  DESIGNATION -  V 684
 AB0735  PID         -  AB0735
 AB0735  STATE/COUNTY-  TX/HIDALGO
 AB0735  USGS QUAD   -  MERCEDES (1983)
 AB0735
 AB0735                         *CURRENT SURVEY CONTROL
 AB0735  ___________________________________________________________________
 AB0735* NAD 83(1986)-  26 12 11.     (N)    097 54 37.     (W)     SCALED    
 AB0735* NAVD 88     -        18.826  (meters)      61.77   (feet)  ADJUSTED  
 AB0735  ___________________________________________________________________
 AB0735  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AB0735  DYNAMIC HT  -          18.795 (meters)      61.66  (feet)  COMP
 AB0735  MODELED GRAV-     979,020.6   (mgal)                       NAVD 88
 AB0735
 AB0735  VERT ORDER  -  SECOND    CLASS 0
 AB0735
 AB0735.The horizontal coordinates were scaled from a topographic map and have
 AB0735.an estimated accuracy of +/- 6 seconds.
 AB0735
 AB0735.The orthometric height was determined by differential leveling
 AB0735.and adjusted by the National Geodetic Survey in June 1991..
 AB0735
 AB0735.The geoid height was determined by GEOID03.
 AB0735
 AB0735.The dynamic height is computed by dividing the NAVD 88
 AB0735.geopotential number by the normal gravity value computed on the
 AB0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0735.degrees latitude (g = 980.6199 gals.).
 AB0735
 AB0735.The modeled gravity was interpolated from observed gravity values.
 AB0735
 AB0735;                    North         East    Units  Estimated Accuracy
 AB0735;SPC TX S     - 5,059,570.      358,940.      MT  (+/- 180 meters Scaled)
 AB0735
 AB0735                          SUPERSEDED SURVEY CONTROL
 AB0735
 AB0735  NGVD 29 (??/??/92)   18.942  (m)           62.15   (f) ADJ UNCH    2 0
 AB0735
 AB0735.Superseded values are not recommended for survey control.
 AB0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0735.See file dsdata.txt to determine how the superseded data were derived.
 AB0735
 AB0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP088986(NAD 83)
 AB0735_MARKER: DD = SURVEY DISK
 AB0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0735_SP_SET: BRIDGE
 AB0735_STAMPING: V 684 1942
 AB0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0735
 AB0735  HISTORY     - Date     Condition        Report By
 AB0735  HISTORY     - 1942     MONUMENTED       IBC
 AB0735
 AB0735                          STATION DESCRIPTION
 AB0735
 AB0735'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1942
 AB0735'3.8 MI N FROM MERCEDES.
 AB0735'3.8 MILES NORTH ALONG THE BASE LINE ROAD FROM THE JUNCTION OF U.S.
 AB0735'HIGHWAY 83 AT MERCEDES, HIDALGO COUNTY, IN THE TOP OF THE SOUTHWEST
 AB0735'WING WALL OF A 180-FOOT CONCRETE BRIDGE ACROSS A FLOODWAY, 14.2 FEET
 AB0735'WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD. AN
 AB0735'INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK, STAMPED V 684 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0762 ***********************************************************************
 AE0762  DESIGNATION -  V 687
 AE0762  PID         -  AE0762
 AE0762  STATE/COUNTY-  TX/STARR
 AE0762  USGS QUAD   -  VIBORAS (1993)
 AE0762
 AE0762                         *CURRENT SURVEY CONTROL
 AE0762  ___________________________________________________________________
 AE0762* NAD 83(1986)-  26 44 31.     (N)    098 50 39.     (W)     SCALED    
 AE0762* NAVD 88     -       135.906  (meters)     445.88   (feet)  ADJUSTED  
 AE0762  ___________________________________________________________________
 AE0762  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE0762  DYNAMIC HT  -         135.683 (meters)     445.15  (feet)  COMP
 AE0762  MODELED GRAV-     979,007.4   (mgal)                       NAVD 88
 AE0762
 AE0762  VERT ORDER  -  SECOND    CLASS 0
 AE0762
 AE0762.The horizontal coordinates were scaled from a topographic map and have
 AE0762.an estimated accuracy of +/- 6 seconds.
 AE0762
 AE0762.The orthometric height was determined by differential leveling
 AE0762.and adjusted by the National Geodetic Survey in June 1991..
 AE0762
 AE0762.The geoid height was determined by GEOID03.
 AE0762
 AE0762.The dynamic height is computed by dividing the NAVD 88
 AE0762.geopotential number by the normal gravity value computed on the
 AE0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0762.degrees latitude (g = 980.6199 gals.).
 AE0762
 AE0762.The modeled gravity was interpolated from observed gravity values.
 AE0762
 AE0762;                    North         East    Units  Estimated Accuracy
 AE0762;SPC TX S     - 5,119,180.      265,770.      MT  (+/- 180 meters Scaled)
 AE0762
 AE0762                          SUPERSEDED SURVEY CONTROL
 AE0762
 AE0762  NGVD 29 (??/??/92)  135.951  (m)          446.03   (f) ADJ UNCH    2 0
 AE0762
 AE0762.Superseded values are not recommended for survey control.
 AE0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0762.See file dsdata.txt to determine how the superseded data were derived.
 AE0762
 AE0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ154578(NAD 83)
 AE0762_MARKER: DB = BENCH MARK DISK
 AE0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0762_STAMPING: V 687 1942
 AE0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0762+STABILITY: SURFACE MOTION
 AE0762
 AE0762  HISTORY     - Date     Condition        Report By
 AE0762  HISTORY     - 1942     MONUMENTED       CGS
 AE0762  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0762
 AE0762                          STATION DESCRIPTION
 AE0762
 AE0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0762'11.8 MI N FROM EL SAUZ.
 AE0762'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ PROCEED 11.8 MILES NORTH
 AE0762'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.8 MILE
 AE0762'NORTH OF A WINDMILL ON THE WEST SIDE OF GRAVEL ROAD AT A RANCH HOUSE.
 AE0762'IT IS 30.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AE0762'OF ROAD, 21.0 FEET NORTH OF A 16.0 INCH MESQUITE TREE. MONUMENT IS 3.0
 AE0762'FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2
 AE0762'FOOT.  NOTE-- THIS BENCH MARK IS 0.75 MILE SOUTH OF THE POST OFFICE AT
 AE0762'VIBORAS.
 AE0762
 AE0762                          STATION RECOVERY (1972)
 AE0762
 AE0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0695 ***********************************************************************
 AE0695  DESIGNATION -  V 689
 AE0695  PID         -  AE0695
 AE0695  STATE/COUNTY-  TX/STARR
 AE0695  USGS QUAD   -  SAGUNADA RANCH (1965)
 AE0695
 AE0695                         *CURRENT SURVEY CONTROL
 AE0695  ___________________________________________________________________
 AE0695* NAD 83(1986)-  26 27 38.     (N)    098 43 46.     (W)     SCALED    
 AE0695* NAVD 88     -       115.502  (meters)     378.94   (feet)  ADJUSTED  
 AE0695  ___________________________________________________________________
 AE0695  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE0695  DYNAMIC HT  -         115.311 (meters)     378.32  (feet)  COMP
 AE0695  MODELED GRAV-     978,996.2   (mgal)                       NAVD 88
 AE0695
 AE0695  VERT ORDER  -  SECOND    CLASS 0
 AE0695
 AE0695.The horizontal coordinates were scaled from a topographic map and have
 AE0695.an estimated accuracy of +/- 6 seconds.
 AE0695
 AE0695.The orthometric height was determined by differential leveling
 AE0695.and adjusted by the National Geodetic Survey in June 1991..
 AE0695
 AE0695.The geoid height was determined by GEOID03.
 AE0695
 AE0695.The dynamic height is computed by dividing the NAVD 88
 AE0695.geopotential number by the normal gravity value computed on the
 AE0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0695.degrees latitude (g = 980.6199 gals.).
 AE0695
 AE0695.The modeled gravity was interpolated from observed gravity values.
 AE0695
 AE0695;                    North         East    Units  Estimated Accuracy
 AE0695;SPC TX S     - 5,087,980.      277,120.      MT  (+/- 180 meters Scaled)
 AE0695
 AE0695                          SUPERSEDED SURVEY CONTROL
 AE0695
 AE0695  NGVD 29 (??/??/92)  115.556  (m)          379.12   (f) ADJ UNCH    2 0
 AE0695
 AE0695.Superseded values are not recommended for survey control.
 AE0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0695.See file dsdata.txt to determine how the superseded data were derived.
 AE0695
 AE0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ269267(NAD 83)
 AE0695_MARKER: DB = BENCH MARK DISK
 AE0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0695_STAMPING: V 689 1942
 AE0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0695+STABILITY: SURFACE MOTION
 AE0695
 AE0695  HISTORY     - Date     Condition        Report By
 AE0695  HISTORY     - 1942     MONUMENTED       CGS
 AE0695
 AE0695                          STATION DESCRIPTION
 AE0695
 AE0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0695'9.0 MI NE FROM RIO GRANDE CITY.
 AE0695'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY-SANTA ELENA ROAD AND
 AE0695'A GRAVEL ROAD LEADING EAST (8.5 MILES NORTH OF THE POST OFFICE AT RIO
 AE0695'GRANDE CITY), PROCEED 0.5 MILE EASTERLY ALONG A GRAVEL ROAD TO SITE OF
 AE0695'BENCH MARK.  BENCH MARK IS 0.25 MILE EAST OF A CATTLE GUARD ACROSS THE
 AE0695'ROAD.  IT IS 26.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0695'CENTERLINE OF THE ROAD, 11.5 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 AE0695'LINE.  MONUMENT IS 2.1 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0695'POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0138 ***********************************************************************
 EO0138  DESIGNATION -  V 69
 EO0138  PID         -  EO0138
 EO0138  STATE/COUNTY-  TX/BAILEY
 EO0138  USGS QUAD   -  PROGRESS (1963)
 EO0138
 EO0138                         *CURRENT SURVEY CONTROL
 EO0138  ___________________________________________________________________
 EO0138* NAD 83(1986)-  34 16 53.     (N)    102 48 50.     (W)     SCALED    
 EO0138* NAVD 88     -      1184.850  (meters)    3887.30   (feet)  ADJUSTED  
 EO0138  ___________________________________________________________________
 EO0138  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 EO0138  DYNAMIC HT  -        1183.319 (meters)    3882.27  (feet)  COMP
 EO0138  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 EO0138
 EO0138  VERT ORDER  -  FIRST     CLASS II
 EO0138
 EO0138.The horizontal coordinates were scaled from a topographic map and have
 EO0138.an estimated accuracy of +/- 6 seconds.
 EO0138
 EO0138.The orthometric height was determined by differential leveling
 EO0138.and adjusted by the National Geodetic Survey in June 1991..
 EO0138
 EO0138.The geoid height was determined by GEOID03.
 EO0138
 EO0138.The dynamic height is computed by dividing the NAVD 88
 EO0138.geopotential number by the normal gravity value computed on the
 EO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0138.degrees latitude (g = 980.6199 gals.).
 EO0138
 EO0138.The modeled gravity was interpolated from observed gravity values.
 EO0138
 EO0138;                    North         East    Units  Estimated Accuracy
 EO0138;SPC TXNC     - 2,298,130.      202,850.      MT  (+/- 180 meters Scaled)
 EO0138
 EO0138                          SUPERSEDED SURVEY CONTROL
 EO0138
 EO0138  NGVD 29 (??/??/92) 1184.271  (m)         3885.40   (f) ADJ UNCH    1 2
 EO0138
 EO0138.Superseded values are not recommended for survey control.
 EO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0138.See file dsdata.txt to determine how the superseded data were derived.
 EO0138
 EO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT012955(NAD 83)
 EO0138_MARKER: DB = BENCH MARK DISK
 EO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0138_STAMPING: 3885.396 V 69 1930
 EO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0138+STABILITY: SURFACE MOTION
 EO0138
 EO0138  HISTORY     - Date     Condition        Report By
 EO0138  HISTORY     - 1930     MONUMENTED       CGS
 EO0138  HISTORY     - 1934     GOOD             NGS
 EO0138  HISTORY     - 1963     MARK NOT FOUND   USGS
 EO0138  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0138
 EO0138                          STATION DESCRIPTION
 EO0138
 EO0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0138'6.3 MI SE FROM LARIAT.
 EO0138'IN BAILEY COUNTY, 6.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE
 EO0138'RAILWAY FROM THE STATION AT LARIAT, PARMER COUNTY, ABOUT 8-3/4 POLES
 EO0138'NORTHWEST OF MILEPOST 16, 49 FEET SOUTHEAST OF THE TRACK, 15 FEET EAST
 EO0138'OF THE HIGH-TENSION POWER LINE, 1 FOOT NORTH OF THE RIGHT-OF-WAY
 EO0138'FENCE, ABOUT 1/2 FOOT UNDERGROUND AND SET IN THE TOP OF A CONCRETE
 EO0138'POST.
 EO0138
 EO0138                          STATION RECOVERY (1963)
 EO0138
 EO0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EO0138'MARK NOT FOUND.
 EO0138
 EO0138                          STATION RECOVERY (1982)
 EO0138
 EO0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0967 ***********************************************************************
 AW0967  DESIGNATION -  V 690
 AW0967  PID         -  AW0967
 AW0967  STATE/COUNTY-  TX/HARRIS
 AW0967  USGS QUAD   -  MONT BELVIEU (1994)
 AW0967
 AW0967                         *CURRENT SURVEY CONTROL
 AW0967  ___________________________________________________________________
 AW0967* NAD 83(1986)-  29 46 42.     (N)    094 58 40.     (W)     SCALED    
 AW0967* NAVD 88     -         8.01   (+/-2cm)      26.3    (feet)  VERTCON   
 AW0967  ___________________________________________________________________
 AW0967  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW0967
 AW0967  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0967
 AW0967.The horizontal coordinates were scaled from a topographic map and have
 AW0967.an estimated accuracy of +/- 6 seconds.
 AW0967
 AW0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0967.The vertical order pertains to the NGVD 29 superseded value.
 AW0967
 AW0967.The geoid height was determined by GEOID03.
 AW0967
 AW0967;                    North         East    Units  Estimated Accuracy
 AW0967;SPC TXSC     - 4,222,250.      988,830.      MT  (+/- 180 meters Scaled)
 AW0967
 AW0967                          SUPERSEDED SURVEY CONTROL
 AW0967
 AW0967  NGVD 29 (??/??/92)    8.011  (m)           26.28   (f) ADJ UNCH    1 2
 AW0967
 AW0967.Superseded values are not recommended for survey control.
 AW0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0967.See file dsdata.txt to determine how the superseded data were derived.
 AW0967
 AW0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN088958(NAD 83)
 AW0967_MARKER: DB = BENCH MARK DISK
 AW0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0967_SP_SET: CULVERT
 AW0967_STAMPING: V 690 1942
 AW0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0967
 AW0967  HISTORY     - Date     Condition        Report By
 AW0967  HISTORY     - 1942     MONUMENTED       CGS
 AW0967  HISTORY     - 1964     GOOD             NGS
 AW0967  HISTORY     - 1978     GOOD             NGS
 AW0967  HISTORY     - 1979     GOOD             LOCENG
 AW0967  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0967  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0967  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0967  HISTORY     - 19900315 MARK NOT FOUND   USPSQD
 AW0967  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW0967
 AW0967                          STATION DESCRIPTION
 AW0967
 AW0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0967'3.7 MI NW FROM CEDAR BAYOU.
 AW0967'ABOUT 1.75 MILES NORTH ALONG THE CROSBY-CEDAR BAYOU ROAD FROM THE
 AW0967'ASSEMBLY OF GOD CHURCH AT CEDAR BAYOU, THENCE 1.95 MILES WEST ALONG
 AW0967'THE LYNCHBURG-CEDAR BAYOU ROAD, AT THE INTERSECTION OF GARTH ROAD, 15
 AW0967'FEET NORTH OF THE CENTER LINE OF THE ROAD, 52 FEET WEST OF THE CENTER
 AW0967'LINE OF GARTH ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH
 AW0967'CONCRETE HEAD WALL OF A CULVERT, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 AW0967'THE ROAD.
 AW0967
 AW0967                          STATION RECOVERY (1978)
 AW0967
 AW0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0967'RECOVERED IN GOOD CONDITION.
 AW0967
 AW0967                          STATION RECOVERY (1979)
 AW0967
 AW0967'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 AW0967'RECOVERED IN GOOD CONDITION.
 AW0967
 AW0967                          STATION RECOVERY (1986)
 AW0967
 AW0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0967'NOT RECOVERED, BELIEVED DESTROYED BY CONSTRUCTION OF A NEW CULVERT.
 AW0967
 AW0967                          STATION RECOVERY (1989)
 AW0967
 AW0967'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0967'MARK NOT FOUND.
 AW0967
 AW0967                          STATION RECOVERY (1989)
 AW0967
 AW0967'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW0967'MARK NOT FOUND.
 AW0967
 AW0967                          STATION RECOVERY (1990)
 AW0967
 AW0967'RECOVERY NOTE BY US POWER SQUADRON 1990 (DJW)
 AW0967'MARK NOT FOUND.
 AW0967
 AW0967                          STATION RECOVERY (1997)
 AW0967
 AW0967'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0998 ***********************************************************************
 AW0998  DESIGNATION -  V 691 RESET
 AW0998  PID         -  AW0998
 AW0998  STATE/COUNTY-  TX/GALVESTON
 AW0998  USGS QUAD   -  ALGOA (1974)
 AW0998
 AW0998                         *CURRENT SURVEY CONTROL
 AW0998  ___________________________________________________________________
 AW0998* NAD 83(1986)-  29 28 37.     (N)    095 13 13.     (W)     SCALED    
 AW0998* NAVD 88     -        10.836  (meters)      35.55   (feet)  ADJUSTED  
 AW0998  ___________________________________________________________________
 AW0998  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW0998  DYNAMIC HT  -          10.821 (meters)      35.50  (feet)  COMP
 AW0998  MODELED GRAV-     979,268.3   (mgal)                       NAVD 88
 AW0998
 AW0998  VERT ORDER  -  FIRST     CLASS II
 AW0998
 AW0998.The horizontal coordinates were scaled from a topographic map and have
 AW0998.an estimated accuracy of +/- 6 seconds.
 AW0998
 AW0998.The orthometric height was determined by differential leveling
 AW0998.and adjusted by the National Geodetic Survey in June 1991..
 AW0998
 AW0998.The geoid height was determined by GEOID03.
 AW0998
 AW0998.The dynamic height is computed by dividing the NAVD 88
 AW0998.geopotential number by the normal gravity value computed on the
 AW0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0998.degrees latitude (g = 980.6199 gals.).
 AW0998
 AW0998.The modeled gravity was interpolated from observed gravity values.
 AW0998
 AW0998;                    North         East    Units  Estimated Accuracy
 AW0998;SPC TXSC     - 4,188,080.      966,480.      MT  (+/- 180 meters Scaled)
 AW0998
 AW0998                          SUPERSEDED SURVEY CONTROL
 AW0998
 AW0998  NGVD 29 (12/23/87)   10.832  (m)           35.54   (f) ADJUSTED    1 2
 AW0998
 AW0998.Superseded values are not recommended for survey control.
 AW0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0998.See file dsdata.txt to determine how the superseded data were derived.
 AW0998
 AW0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN847628(NAD 83)
 AW0998_MARKER: DB = BENCH MARK DISK
 AW0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0998_SP_SET: CONCRETE POST
 AW0998_STAMPING: V 691 1942 RESET 1953
 AW0998_MARK LOGO: CGS   
 AW0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0998+STABILITY: SURFACE MOTION
 AW0998
 AW0998  HISTORY     - Date     Condition        Report By
 AW0998  HISTORY     - 1953     MONUMENTED       CGS
 AW0998  HISTORY     - 1973     GOOD             NGS
 AW0998  HISTORY     - 1978     GOOD             NGS
 AW0998  HISTORY     - 1978     GOOD             DOD
 AW0998  HISTORY     - 1987     GOOD             NGS
 AW0998  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AW0998  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AW0998
 AW0998                          STATION DESCRIPTION
 AW0998
 AW0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0998'3.0 MI NE FROM ALVIN.
 AW0998'3.0 MILES NORTHEAST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE
 AW0998'HIGHWAY 35 (BUSINESS ROUTE) AT ALVIN, 49.0 FEET EAST OF THE CENTER
 AW0998'LINE OF THE ROAD, 171.5 FEET NORTH OF A POWER POLE WITH TRANSFORMER,
 AW0998'69.5 FEET NORTH OF THE NORTH GATE POST OF AXCESS GATE TO A PUMPING
 AW0998'STATION, 1.5 FEET WEST OF A FENCE, 0.7 FOOT SOUTH OF A WITNESS POST,
 AW0998'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 AW0998'GROUND, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 AW0998
 AW0998                          STATION RECOVERY (1978)
 AW0998
 AW0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0998'RECOVERED IN GOOD CONDITION.
 AW0998
 AW0998                          STATION RECOVERY (1978)
 AW0998
 AW0998'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0998'RECOVERED IN GOOD CONDITION.
 AW0998
 AW0998                          STATION RECOVERY (1987)
 AW0998
 AW0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0998'RECOVERED IN GOOD CONDITION, THE TO REACH SHOULD BE CHANGED TO
 AW0998'READ--3.7 KM (2.3 MI) NORTHEAST ALONG FARM ROAD 528 FROM THE
 AW0998'INTERSECTION OF STATE HIGHWAY 35 IN ALVIN TO THE MARK ON THE RIGHT AND
 AW0998'JUST SOUTHWEST OF THE FRIENDSWOOD VOLUNTEER FIRE DEPT. STATION 2.  ADD
 AW0998'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 AW0998
 AW0998                          STATION RECOVERY (1999)
 AW0998
 AW0998'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0998'MARK NOT FOUND.
 AW0998
 AW0998                          STATION RECOVERY (2004)
 AW0998
 AW0998'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4062 ***********************************************************************
 AW4062  DESIGNATION -  V 692
 AW4062  PID         -  AW4062
 AW4062  STATE/COUNTY-  TX/BRAZORIA
 AW4062  USGS QUAD   -  ANGLETON (1974)
 AW4062
 AW4062                         *CURRENT SURVEY CONTROL
 AW4062  ___________________________________________________________________
 AW4062* NAD 83(1986)-  29 13 00.     (N)    095 28 16.     (W)     SCALED    
 AW4062* NAVD 88     -        11.92   (+/-2cm)      39.1    (feet)  VERTCON   
 AW4062  ___________________________________________________________________
 AW4062  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW4062
 AW4062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4062
 AW4062.The horizontal coordinates were scaled from a topographic map and have
 AW4062.an estimated accuracy of +/- 6 seconds.
 AW4062
 AW4062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4062.The vertical order pertains to the NGVD 29 superseded value.
 AW4062
 AW4062.The geoid height was determined by GEOID03.
 AW4062
 AW4062;                    North         East    Units  Estimated Accuracy
 AW4062;SPC TXSC     - 4,158,490.      943,030.      MT  (+/- 180 meters Scaled)
 AW4062
 AW4062                          SUPERSEDED SURVEY CONTROL
 AW4062
 AW4062  NGVD 29 (??/??/92)   11.93   (m)           39.1    (f) COMPUTED    2 0
 AW4062
 AW4062.Superseded values are not recommended for survey control.
 AW4062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4062.See file dsdata.txt to determine how the superseded data were derived.
 AW4062
 AW4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN597345(NAD 83)
 AW4062_MARKER: DB = BENCH MARK DISK
 AW4062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4062_SP_SET: CULVERT
 AW4062_STAMPING: V 692 1942
 AW4062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4062
 AW4062  HISTORY     - Date     Condition        Report By
 AW4062  HISTORY     - 1942     MONUMENTED       CGS
 AW4062  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4062  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4062  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4062
 AW4062                          STATION DESCRIPTION
 AW4062
 AW4062'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4062'0.6 MI N FROM ANCHOR.
 AW4062'TO REACH FROM THE RAILROAD STATION AT ANCHOR, PROCEED 0.6 MILE NORTH
 AW4062'ALONG THE MISSOURI PACIFIC RAILROAD TO A DIRT ROAD CROSSING AND TO
 AW4062'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND
 AW4062'TOP OF A 4X4 FOOT CONCRETE HEADWALL CULVERT UNDER DIRT ROAD AND
 AW4062'RUNNING PARALLEL WITH THE TRACK.  IT IS 51.0 FEET EAST OF AND 1.5 FOOT
 AW4062'ABOVE THE CENTERLINE OF TRACK, ABOUT 30.0 FEET WEST OF AND LEVEL WITH
 AW4062'THE CENTERLINE OF STATE HIGHWAYS NO. 19 ABOUT 12.0 FEET SOUTH OF THE
 AW4062'CENTERLINE OF DIRT ROAD LEADING WEST ACROSS TRACK.
 AW4062
 AW4062                          STATION RECOVERY (1963)
 AW4062
 AW4062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4062'MARK NOT FOUND.
 AW4062
 AW4062                          STATION RECOVERY (1997)
 AW4062
 AW4062'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4062'MARK NOT FOUND.
 AW4062
 AW4062                          STATION RECOVERY (2004)
 AW4062
 AW4062'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4063 ***********************************************************************
 AW4063  DESIGNATION -  V 692 RESET 1960
 AW4063  PID         -  AW4063
 AW4063  STATE/COUNTY-  TX/BRAZORIA
 AW4063  USGS QUAD   -  ANGLETON (1974)
 AW4063
 AW4063                         *CURRENT SURVEY CONTROL
 AW4063  ___________________________________________________________________
 AW4063* NAD 83(1986)-  29 13 01.     (N)    095 28 14.     (W)     SCALED    
 AW4063* NAVD 88     -        10.97   (+/-2cm)      36.0    (feet)  VERTCON   
 AW4063  ___________________________________________________________________
 AW4063  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW4063
 AW4063  VERT ORDER  -  THIRD (See Below)
 AW4063
 AW4063.The horizontal coordinates were scaled from a topographic map and have
 AW4063.an estimated accuracy of +/- 6 seconds.
 AW4063
 AW4063.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4063.The vertical order pertains to the NGVD 29 superseded value.
 AW4063
 AW4063.The geoid height was determined by GEOID03.
 AW4063
 AW4063;                    North         East    Units  Estimated Accuracy
 AW4063;SPC TXSC     - 4,158,520.      943,090.      MT  (+/- 180 meters Scaled)
 AW4063
 AW4063                          SUPERSEDED SURVEY CONTROL
 AW4063
 AW4063  NGVD 29 (??/??/??)   10.98   (m)           36.0    (f) RESET       3  
 AW4063
 AW4063.Superseded values are not recommended for survey control.
 AW4063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4063.See file dsdata.txt to determine how the superseded data were derived.
 AW4063
 AW4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN598345(NAD 83)
 AW4063_MARKER: DB = BENCH MARK DISK
 AW4063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4063_SP_SET: CULVERT
 AW4063_STAMPING: V 692 RESET 1960
 AW4063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4063
 AW4063  HISTORY     - Date     Condition        Report By
 AW4063  HISTORY     - 1960     MONUMENTED       TXHD
 AW4063  HISTORY     - 1988     POOR             USPSQD
 AW4063  HISTORY     - 19970628 GOOD             USPSQD
 AW4063  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4063
 AW4063                          STATION DESCRIPTION
 AW4063
 AW4063'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 AW4063'0.6 MI N FROM ANCHOR.
 AW4063'TO REACH FROM THE MISSOURI PACIFIC RAILROAD CROSSING AT ANCHOR,
 AW4063'PROCEED 0.6 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD TO A SHELL
 AW4063'ROAD CROSSING AND TO SITE OF BENCH MARK.  BENCH MARK IS SET 148.7 FEET
 AW4063'EAST OF THE INTERSECTION OF THE RAILROAD TRACKS AND THE SHELL ROAD. IT
 AW4063'IS 6 FEET SOUTH OF A POWER LINE POLE SET IN THE EAST RIGHT OF WAY LINE
 AW4063'OF FARM TO MARKET ROAD 521.  MONUMENT IS 60 FEET EAST OF AND 1.8 FEET
 AW4063'BELOW THE CENTERLINE OF FARM TO MARKET ROAD 521, AND PROJECTS ABOUT
 AW4063'0.4 FOOT.
 AW4063
 AW4063                          STATION RECOVERY (1988)
 AW4063
 AW4063'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4063'MARK RECOVERED IN POOR CONDITION.
 AW4063
 AW4063                          STATION RECOVERY (1997)
 AW4063
 AW4063'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4063'RECOVERED IN GOOD CONDITION.
 AW4063
 AW4063                          STATION RECOVERY (2004)
 AW4063
 AW4063'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4069 ***********************************************************************
 AW4069  DESIGNATION -  V 693
 AW4069  PID         -  AW4069
 AW4069  STATE/COUNTY-  TX/BRAZORIA
 AW4069  USGS QUAD   -  MANVEL (1974)
 AW4069
 AW4069                         *CURRENT SURVEY CONTROL
 AW4069  ___________________________________________________________________
 AW4069* NAD 83(1986)-  29 24 22.     (N)    095 15 29.     (W)     SCALED    
 AW4069* NAVD 88     -        11.99   (+/-2cm)      39.3    (feet)  VERTCON   
 AW4069  ___________________________________________________________________
 AW4069  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW4069
 AW4069  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4069
 AW4069.The horizontal coordinates were scaled from a topographic map and have
 AW4069.an estimated accuracy of +/- 6 seconds.
 AW4069
 AW4069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4069.The vertical order pertains to the NGVD 29 superseded value.
 AW4069
 AW4069.The geoid height was determined by GEOID03.
 AW4069
 AW4069;                    North         East    Units  Estimated Accuracy
 AW4069;SPC TXSC     - 4,180,110.      963,070.      MT  (+/- 180 meters Scaled)
 AW4069
 AW4069                          SUPERSEDED SURVEY CONTROL
 AW4069
 AW4069  NGVD 29 (??/??/92)   11.983  (m)           39.31   (f) ADJ UNCH    1 2
 AW4069
 AW4069.Superseded values are not recommended for survey control.
 AW4069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4069.See file dsdata.txt to determine how the superseded data were derived.
 AW4069
 AW4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN809551(NAD 83)
 AW4069_MARKER: DB = BENCH MARK DISK
 AW4069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4069_STAMPING: V 693 1942
 AW4069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4069+STABILITY: SURFACE MOTION
 AW4069
 AW4069  HISTORY     - Date     Condition        Report By
 AW4069  HISTORY     - 1942     MONUMENTED       CGS
 AW4069  HISTORY     - 1951     GOOD             NGS
 AW4069  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4069
 AW4069                          STATION DESCRIPTION
 AW4069
 AW4069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW4069'2.0 MI SW FROM ALVIN.
 AW4069'1.0 MILE SOUTH ALONG STATE HIGHWAY 35 FROM THE GULF, COLORADO AND
 AW4069'SANTA FE RAILROAD STATION AT ALVIN, THENCE 0.6 MILE WEST ALONG A SHELL
 AW4069'ROAD, THENCE 0.4 MILE WEST ALONG AN OILED ROAD, 34 FEET NORTHWEST OF
 AW4069'THE CENTER LINE OF THE OILED ROAD, 6 FEET SOUTHWEST OF A POWER POLE, 3
 AW4069'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AW4069'WHICH IS 0.8 FOOT BELOW THE TOP OF THE GROUND.
 AW4069
 AW4069                          STATION RECOVERY (1990)
 AW4069
 AW4069'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1249 ***********************************************************************
 AN1249  DESIGNATION -  V 694
 AN1249  PID         -  AN1249
 AN1249  STATE/COUNTY-  TX/REFUGIO
 AN1249  USGS QUAD   -  VIDAURRI (1978)
 AN1249
 AN1249                         *CURRENT SURVEY CONTROL
 AN1249  ___________________________________________________________________
 AN1249* NAD 83(1986)-  28 22 53.     (N)    097 11 49.     (W)     SCALED    
 AN1249* NAVD 88     -        18.70   (+/-2cm)      61.4    (feet)  VERTCON   
 AN1249  ___________________________________________________________________
 AN1249  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1249
 AN1249  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1249
 AN1249.The horizontal coordinates were scaled from a topographic map and have
 AN1249.an estimated accuracy of +/- 6 seconds.
 AN1249
 AN1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1249.The vertical order pertains to the NGVD 29 superseded value.
 AN1249
 AN1249.The geoid height was determined by GEOID03.
 AN1249
 AN1249;                    North         East    Units  Estimated Accuracy
 AN1249;SPC TXSC     - 4,062,100.      776,720.      MT  (+/- 180 meters Scaled)
 AN1249
 AN1249                          SUPERSEDED SURVEY CONTROL
 AN1249
 AN1249  NGVD 29 (??/??/92)   18.85   (m)           61.8    (f) COMPUTED    1 2
 AN1249
 AN1249.Superseded values are not recommended for survey control.
 AN1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1249.See file dsdata.txt to determine how the superseded data were derived.
 AN1249
 AN1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS766407(NAD 83)
 AN1249_MARKER: DB = BENCH MARK DISK
 AN1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1249_SP_SET: CULVERT
 AN1249_STAMPING: V 694 1942
 AN1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1249
 AN1249  HISTORY     - Date     Condition        Report By
 AN1249  HISTORY     - 1942     MONUMENTED       CGS
 AN1249  HISTORY     - 1950     GOOD             NGS
 AN1249  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1249
 AN1249                          STATION DESCRIPTION
 AN1249
 AN1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1249'5.3 MI SW FROM VIDAURI.
 AN1249'5.3 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1249'RAILROAD FROM THE STATION AT VIDAURI, 138 FEET SOUTHEAST OF MILEPOST
 AN1249'193, 83 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 15
 AN1249'FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 77, LEVEL WITH THE
 AN1249'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL
 AN1249'OF A 2X4 FOOT CONCRETE CULVERT.
 AN1249
 AN1249                          STATION RECOVERY (1994)
 AN1249
 AN1249'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1250 ***********************************************************************
 AN1250  DESIGNATION -  V 694 RESET 1953
 AN1250  PID         -  AN1250
 AN1250  STATE/COUNTY-  TX/REFUGIO
 AN1250  USGS QUAD   -  VIDAURRI (1978)
 AN1250
 AN1250                         *CURRENT SURVEY CONTROL
 AN1250  ___________________________________________________________________
 AN1250* NAD 83(1986)-  28 22 53.     (N)    097 11 53.     (W)     SCALED    
 AN1250* NAVD 88     -        18.006  (meters)      59.07   (feet)  ADJUSTED  
 AN1250  ___________________________________________________________________
 AN1250  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1250  DYNAMIC HT  -          17.979 (meters)      58.99  (feet)  COMP
 AN1250  MODELED GRAV-     979,160.9   (mgal)                       NAVD 88
 AN1250
 AN1250  VERT ORDER  -  FIRST     CLASS I
 AN1250
 AN1250.The horizontal coordinates were scaled from a topographic map and have
 AN1250.an estimated accuracy of +/- 6 seconds.
 AN1250
 AN1250.The orthometric height was determined by differential leveling
 AN1250.and adjusted by the National Geodetic Survey in June 1991..
 AN1250
 AN1250.The geoid height was determined by GEOID03.
 AN1250
 AN1250.The dynamic height is computed by dividing the NAVD 88
 AN1250.geopotential number by the normal gravity value computed on the
 AN1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1250.degrees latitude (g = 980.6199 gals.).
 AN1250
 AN1250.The modeled gravity was interpolated from observed gravity values.
 AN1250
 AN1250;                    North         East    Units  Estimated Accuracy
 AN1250;SPC TXSC     - 4,062,100.      776,610.      MT  (+/- 180 meters Scaled)
 AN1250
 AN1250                          SUPERSEDED SURVEY CONTROL
 AN1250
 AN1250  NGVD 29 (??/??/92)   18.155  (m)           59.56   (f) ADJ UNCH    1 1
 AN1250
 AN1250.Superseded values are not recommended for survey control.
 AN1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1250.See file dsdata.txt to determine how the superseded data were derived.
 AN1250
 AN1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS765407(NAD 83)
 AN1250_MARKER: DB = BENCH MARK DISK
 AN1250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1250_SP_SET: CULVERT
 AN1250_STAMPING: V 694 RESET 1953
 AN1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1250
 AN1250  HISTORY     - Date     Condition        Report By
 AN1250  HISTORY     - 1953     MONUMENTED       TXHD
 AN1250  HISTORY     - 1978     GOOD             NGS
 AN1250  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1250
 AN1250                          STATION DESCRIPTION
 AN1250
 AN1250'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1250'5.3 MI SW FROM VIDAURI.
 AN1250'5.3 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1250'RAILWAY FROM THE STATION AT VIDAURI, REFUGIO COUNTY, 138 FEET
 AN1250'SOUTHWEST OF MILEPOST 193, 83 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 AN1250'THE MAIN TRACK, 20 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 AN1250'77, AT A 2- BY A 4-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST
 AN1250'END OF THE NORTHWEST HEAD WALL, AND LEVEL WITH THE HIGHWAY.  A
 AN1250'STANDARD DISK, STAMPED V 694 RESET 1953.
 AN1250
 AN1250                          STATION RECOVERY (1978)
 AN1250
 AN1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1250'RECOVERED IN GOOD CONDITION.
 AN1250
 AN1250                          STATION RECOVERY (1994)
 AN1250
 AN1250'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0544 ***********************************************************************
 AN0544  DESIGNATION -  V 696
 AN0544  PID         -  AN0544
 AN0544  STATE/COUNTY-  TX/JACKSON
 AN0544  USGS QUAD   -  LOLITA (1995)
 AN0544
 AN0544                         *CURRENT SURVEY CONTROL
 AN0544  ___________________________________________________________________
 AN0544* NAD 83(1986)-  28 51 24.     (N)    096 32 34.     (W)     SCALED    
 AN0544* NAVD 88     -        11.85   (+/-2cm)      38.9    (feet)  VERTCON   
 AN0544  ___________________________________________________________________
 AN0544  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0544
 AN0544  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0544
 AN0544.The horizontal coordinates were scaled from a topographic map and have
 AN0544.an estimated accuracy of +/- 6 seconds.
 AN0544
 AN0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0544.The vertical order pertains to the NGVD 29 superseded value.
 AN0544
 AN0544.The geoid height was determined by GEOID03.
 AN0544
 AN0544;                    North         East    Units  Estimated Accuracy
 AN0544;SPC TXSC     - 4,115,930.      839,720.      MT  (+/- 180 meters Scaled)
 AN0544
 AN0544                          SUPERSEDED SURVEY CONTROL
 AN0544
 AN0544  NGVD 29 (??/??/92)   11.925  (m)           39.12   (f) ADJ UNCH    1 2
 AN0544
 AN0544.Superseded values are not recommended for survey control.
 AN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0544.See file dsdata.txt to determine how the superseded data were derived.
 AN0544
 AN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS397945(NAD 83)
 AN0544_MARKER: DB = BENCH MARK DISK
 AN0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0544_STAMPING: V 696 1943
 AN0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0544+STABILITY: SURFACE MOTION
 AN0544
 AN0544  HISTORY     - Date     Condition        Report By
 AN0544  HISTORY     - 1943     MONUMENTED       CGS
 AN0544
 AN0544                          STATION DESCRIPTION
 AN0544
 AN0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0544'1.0 MI N FROM LOLITA.
 AN0544'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AN0544'AT LOLITA, PROCEED 1.0 MILE NORTH ALONG AN IMPROVED ROAD TO THE
 AN0544'SOUTHWEST END OF A CURVE IN ROAD AND SITE OF BENCH MARK.  BENCH MARK
 AN0544'IS 60.0 FEET NORTH OF THE CENTERLINE OF A LANE DRIVEWAY TO A FARM
 AN0544'HOUSE ON THE EAST SIDE OF ROAD. IT IS 66.0 FEET SOUTH OF A SMALL
 AN0544'CULVERT UNDER A GRAVEL ROAD, ABOUT 31.4 FEET WEST OF AND ABOUT 0.6
 AN0544'FOOT BELOW THE CENTERLINE OF ROAD AND 1.0 FEET WEST OF THE RIGHT OF
 AN0544'WAY FENCE.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WOODEN MARKER
 AN0544'POST AND PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0545 ***********************************************************************
 AN0545  DESIGNATION -  V 696 RESET 1951
 AN0545  PID         -  AN0545
 AN0545  STATE/COUNTY-  TX/JACKSON
 AN0545  USGS QUAD   -  LOLITA (1995)
 AN0545
 AN0545                         *CURRENT SURVEY CONTROL
 AN0545  ___________________________________________________________________
 AN0545* NAD 83(1986)-  28 51 24.     (N)    096 32 34.     (W)     SCALED    
 AN0545* NAVD 88     -        11.91   (+/-2cm)      39.1    (feet)  VERTCON   
 AN0545  ___________________________________________________________________
 AN0545  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0545
 AN0545  VERT ORDER  -  THIRD (See Below)
 AN0545
 AN0545.The horizontal coordinates were scaled from a topographic map and have
 AN0545.an estimated accuracy of +/- 6 seconds.
 AN0545
 AN0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0545.The vertical order pertains to the NGVD 29 superseded value.
 AN0545
 AN0545.The geoid height was determined by GEOID03.
 AN0545
 AN0545;                    North         East    Units  Estimated Accuracy
 AN0545;SPC TXSC     - 4,115,930.      839,720.      MT  (+/- 180 meters Scaled)
 AN0545
 AN0545                          SUPERSEDED SURVEY CONTROL
 AN0545
 AN0545  NGVD 29 (01/29/03)   11.99   (m)           39.3    (f) RESET       3  
 AN0545
 AN0545.Superseded values are not recommended for survey control.
 AN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0545.See file dsdata.txt to determine how the superseded data were derived.
 AN0545
 AN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS397945(NAD 83)
 AN0545_MARKER: DB = BENCH MARK DISK
 AN0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0545_STAMPING: V 696 RESET 1951
 AN0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0545+STABILITY: SURFACE MOTION
 AN0545
 AN0545  HISTORY     - Date     Condition        Report By
 AN0545  HISTORY     - 1951     MONUMENTED       TXHD
 AN0545  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0545
 AN0545                          STATION DESCRIPTION
 AN0545
 AN0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0545'1.0 MI N FROM LOLITA.
 AN0545'1.0 MILE NORTH ALONG AN IMPROVED COUNTY ROAD FROM THE ST. LOUIS,
 AN0545'BROWNSVILLE AND MEXICO RAILROAD STATION AT LOLITA, 60 FEET NORTHWEST
 AN0545'OF THE CENTER LINE OF A DRIVEWAY LEADING TO A FARMHOUSE, 63.2 FEET
 AN0545'SOUTH OF A SMALL CULVERT UNDER A GRAVELED ROAD, 34 FEET WEST OF THE
 AN0545'CENTER LINE OF THE COUNTY ROAD, 9 FEET EAST OF A FENCE, 3 FEET EAST OF
 AN0545'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 AN0545'FOOT ABOVE THE GROUND.  NOTE-- THE ROAD HAS BEEN WIDENED AND THE
 AN0545'MEASUREMENT WOULD PUT THE MARK IN A DITCH. MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0610 ***********************************************************************
 AN0610  DESIGNATION -  V 697
 AN0610  PID         -  AN0610
 AN0610  STATE/COUNTY-  TX/VICTORIA
 AN0610  USGS QUAD   -  MARCADO CREEK (1995)
 AN0610
 AN0610                         *CURRENT SURVEY CONTROL
 AN0610  ___________________________________________________________________
 AN0610* NAD 83(1986)-  28 46 49.     (N)    096 49 19.     (W)     SCALED    
 AN0610* NAVD 88     -        18.31   (+/-2cm)      60.1    (feet)  VERTCON   
 AN0610  ___________________________________________________________________
 AN0610  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0610
 AN0610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0610
 AN0610.The horizontal coordinates were scaled from a topographic map and have
 AN0610.an estimated accuracy of +/- 6 seconds.
 AN0610
 AN0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0610.The vertical order pertains to the NGVD 29 superseded value.
 AN0610
 AN0610.The geoid height was determined by GEOID03.
 AN0610
 AN0610;                    North         East    Units  Estimated Accuracy
 AN0610;SPC TXSC     - 4,106,930.      812,640.      MT  (+/- 180 meters Scaled)
 AN0610
 AN0610                          SUPERSEDED SURVEY CONTROL
 AN0610
 AN0610  NGVD 29 (??/??/92)   18.41   (m)           60.4    (f) COMPUTED    2 0
 AN0610
 AN0610.Superseded values are not recommended for survey control.
 AN0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0610.See file dsdata.txt to determine how the superseded data were derived.
 AN0610
 AN0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS126855(NAD 83)
 AN0610_MARKER: DB = BENCH MARK DISK
 AN0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0610_STAMPING: V 697 1943
 AN0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0610+STABILITY: SURFACE MOTION
 AN0610
 AN0610  HISTORY     - Date     Condition        Report By
 AN0610  HISTORY     - 1943     MONUMENTED       CGS
 AN0610
 AN0610                          STATION DESCRIPTION
 AN0610
 AN0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0610'13.3 MI SW FROM INEZ.
 AN0610'TO REACH FROM THE SCHOOL HOUSE AT INEZ, PROCEED 6.4 MILES SOUTHEAST
 AN0610'ALONG A GRAVEL ROAD, TO THE INTERSECTION OF A GRAVEL ROAD LEADING TO
 AN0610'GUADALUPE, THENCE GO 6.9 MILES WESTERLY ALONG GRAVEL ROAD AND SITE OF
 AN0610'BENCH MARK.  BENCH MARK IS 32.2 FEET SOUTHWEST OF A POWER LINE POLE
 AN0610'AND IN LINE WITH A ROW OF POLES. IT IS 24.6 FEET SOUTHEAST OF AND
 AN0610'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  MONUMENT IS 3.0
 AN0610'FEET NORTHEAST OF A 4X4 INCH WOODEN MARKER POST AND PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0611 ***********************************************************************
 AN0611  DESIGNATION -  V 697 RESET 1955
 AN0611  PID         -  AN0611
 AN0611  STATE/COUNTY-  TX/VICTORIA
 AN0611  USGS QUAD   -  MARCADO CREEK (1995)
 AN0611
 AN0611                         *CURRENT SURVEY CONTROL
 AN0611  ___________________________________________________________________
 AN0611* NAD 83(1986)-  28 46 49.     (N)    096 49 19.     (W)     SCALED    
 AN0611* NAVD 88     -        18.27   (+/-2cm)      59.9    (feet)  VERTCON   
 AN0611  ___________________________________________________________________
 AN0611  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0611
 AN0611  VERT ORDER  -  THIRD (See Below)
 AN0611
 AN0611.The horizontal coordinates were scaled from a topographic map and have
 AN0611.an estimated accuracy of +/- 6 seconds.
 AN0611
 AN0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0611.The vertical order pertains to the NGVD 29 superseded value.
 AN0611
 AN0611.The geoid height was determined by GEOID03.
 AN0611
 AN0611;                    North         East    Units  Estimated Accuracy
 AN0611;SPC TXSC     - 4,106,930.      812,640.      MT  (+/- 180 meters Scaled)
 AN0611
 AN0611                          SUPERSEDED SURVEY CONTROL
 AN0611
 AN0611  NGVD 29 (??/??/??)   18.38   (m)           60.3    (f) RESET       3  
 AN0611
 AN0611.Superseded values are not recommended for survey control.
 AN0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0611.See file dsdata.txt to determine how the superseded data were derived.
 AN0611
 AN0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS126855(NAD 83)
 AN0611_MARKER: DD = SURVEY DISK
 AN0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0611_STAMPING: V 697 RESET 1955
 AN0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0611+STABILITY: SURFACE MOTION
 AN0611
 AN0611  HISTORY     - Date     Condition        Report By
 AN0611  HISTORY     - 1955     MONUMENTED       TXHD
 AN0611
 AN0611                          STATION DESCRIPTION
 AN0611
 AN0611'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0611'9.4 MI SE FROM TELFENER.
 AN0611'9.4 MILES SOUTHEAST ALONG FARM-TO-MARKET HIGHWAY 1686 FROM THE TEXAS
 AN0611'AND NEW ORLEANS RAILROAD STATION AT TELFENER, VICTORIA COUNTY, 6.4
 AN0611'MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT INEZ,
 AN0611'THENCE 6.9 MILES WEST ALONG THE GUADALUPE ROAD.  0.3 MILE SOUTHWEST OF
 AN0611'A CONCRETE BRIDGE, 51.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 AN0611'HIGHWAY AT SURVEY STATION 495+55, AND 1.5 FEET NORTHWEST OF THE
 AN0611'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 697 RESET 1955 AND SET
 AN0611'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND. NOTE--
 AN0611'THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 AN0611'ENGINEERS OF THE TEXAS STATE HIGHWAY DEPARTMENT IN MARCH 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0974 ***********************************************************************
 AN0974  DESIGNATION -  V 698
 AN0974  PID         -  AN0974
 AN0974  STATE/COUNTY-  TX/VICTORIA
 AN0974  USGS QUAD   -  RAISIN (1987)
 AN0974
 AN0974                         *CURRENT SURVEY CONTROL
 AN0974  ___________________________________________________________________
 AN0974* NAD 83(1986)-  28 41 40.     (N)    097 02 47.     (W)     SCALED    
 AN0974* NAVD 88     -        24.86   (+/-2cm)      81.6    (feet)  VERTCON   
 AN0974  ___________________________________________________________________
 AN0974  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0974
 AN0974  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0974
 AN0974.The horizontal coordinates were scaled from a topographic map and have
 AN0974.an estimated accuracy of +/- 6 seconds.
 AN0974
 AN0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0974.The vertical order pertains to the NGVD 29 superseded value.
 AN0974
 AN0974.The geoid height was determined by GEOID03.
 AN0974
 AN0974;                    North         East    Units  Estimated Accuracy
 AN0974;SPC TXSC     - 4,097,030.      790,890.      MT  (+/- 180 meters Scaled)
 AN0974
 AN0974                          SUPERSEDED SURVEY CONTROL
 AN0974
 AN0974  NGVD 29 (??/??/92)   24.97   (m)           81.9    (f) COMPUTED    2 0
 AN0974
 AN0974.Superseded values are not recommended for survey control.
 AN0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0974.See file dsdata.txt to determine how the superseded data were derived.
 AN0974
 AN0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS908756(NAD 83)
 AN0974_MARKER: DB = BENCH MARK DISK
 AN0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0974_STAMPING: V 698 1943
 AN0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0974+STABILITY: SURFACE MOTION
 AN0974
 AN0974  HISTORY     - Date     Condition        Report By
 AN0974  HISTORY     - 1943     MONUMENTED       CGS
 AN0974  HISTORY     - 1960     MARK NOT FOUND   USGS
 AN0974
 AN0974                          STATION DESCRIPTION
 AN0974
 AN0974'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AN0974'8.9 MI SW FROM VICTORIA.
 AN0974'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0974'CITY HALL AT VICTORIA, VICTORIA COUNTY, THENCE 6.0 MILES SOUTH ALONG
 AN0974'U.S. HIGHWAY 77.  0.15 MILE NORTH OF A CONCRETE-AND-WOODEN BRIDGE, AT
 AN0974'THE TOP OF A HILL, 48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3
 AN0974'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 3 FEET ABOVE THE
 AN0974'HIGHWAY.  A STANDARD DISK, STAMPED V 698 1943 AND SET IN THE TOP OF A
 AN0974'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- THE BENCH MARK
 AN0974'IS BELIEVED TO HAVE BEEN DESTROYED DUE TO FIELD PLOWING AND CLEARING
 AN0974'AND WIDENING OF BAR DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1431 ***********************************************************************
 AN1431  DESIGNATION -  V 699
 AN1431  PID         -  AN1431
 AN1431  STATE/COUNTY-  TX/REFUGIO
 AN1431  USGS QUAD   -  REFUGIO (1979)
 AN1431
 AN1431                         *CURRENT SURVEY CONTROL
 AN1431  ___________________________________________________________________
 AN1431* NAD 83(1986)-  28 21 16.     (N)    097 20 46.     (W)     SCALED    
 AN1431* NAVD 88     -        26.76   (+/-2cm)      87.8    (feet)  VERTCON   
 AN1431  ___________________________________________________________________
 AN1431  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1431
 AN1431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1431
 AN1431.The horizontal coordinates were scaled from a topographic map and have
 AN1431.an estimated accuracy of +/- 6 seconds.
 AN1431
 AN1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1431.The vertical order pertains to the NGVD 29 superseded value.
 AN1431
 AN1431.The geoid height was determined by GEOID03.
 AN1431
 AN1431;                    North         East    Units  Estimated Accuracy
 AN1431;SPC TXSC     - 4,058,900.      762,140.      MT  (+/- 180 meters Scaled)
 AN1431
 AN1431                          SUPERSEDED SURVEY CONTROL
 AN1431
 AN1431  NGVD 29 (??/??/92)   26.89   (m)           88.2    (f) COMPUTED    2 0
 AN1431
 AN1431.Superseded values are not recommended for survey control.
 AN1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1431.See file dsdata.txt to determine how the superseded data were derived.
 AN1431
 AN1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS620375(NAD 83)
 AN1431_MARKER: DB = BENCH MARK DISK
 AN1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1431_STAMPING: V 699 1943
 AN1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1431+STABILITY: SURFACE MOTION
 AN1431
 AN1431  HISTORY     - Date     Condition        Report By
 AN1431  HISTORY     - 1943     MONUMENTED       CGS
 AN1431  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1431  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1431  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1431  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1431
 AN1431                          STATION DESCRIPTION
 AN1431
 AN1431'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1431'7.5 MI NW FROM REFUGIO.
 AN1431'1.7 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE COUNTY COURTHOUSE AT
 AN1431'REFUGIO, REFUGIO COUNTY, THENCE 5.8 MILES NORTHWEST ALONG STATE
 AN1431'HIGHWAY 202.  AT THE JUNCTION OF A LANE LEADING SOUTHWEST TO A
 AN1431'FARMHOUSE, 52 FEET WEST OF THE CENTERLINE OF THE LANE, 27.4 FEET SOUTH
 AN1431'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 AN1431'FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 3 FEET ABOVE
 AN1431'THE HIGHWAY.  A STANDARD DISK, STAMPED V 699 1943 AND SET IN THE TOP
 AN1431'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1431
 AN1431                          STATION RECOVERY (1974)
 AN1431
 AN1431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1431'MARK NOT FOUND.
 AN1431
 AN1431                          STATION RECOVERY (1994)
 AN1431
 AN1431'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1431'MARK NOT FOUND.
 AN1431
 AN1431                          STATION RECOVERY (1999)
 AN1431
 AN1431'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0185 ***********************************************************************
 BO0185  DESIGNATION -  V 701
 BO0185  PID         -  BO0185
 BO0185  STATE/COUNTY-  TX/CROCKETT
 BO0185  USGS QUAD   -  HUNT RANCH (1967)
 BO0185
 BO0185                         *CURRENT SURVEY CONTROL
 BO0185  ___________________________________________________________________
 BO0185* NAD 83(1986)-  30 31 46.     (N)    101 21 03.     (W)     SCALED    
 BO0185* NAVD 88     -       681.706  (meters)    2236.56   (feet)  ADJUSTED  
 BO0185  ___________________________________________________________________
 BO0185  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 BO0185  DYNAMIC HT  -         680.693 (meters)    2233.24  (feet)  COMP
 BO0185  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 BO0185
 BO0185  VERT ORDER  -  FIRST     CLASS II
 BO0185
 BO0185.The horizontal coordinates were scaled from a topographic map and have
 BO0185.an estimated accuracy of +/- 6 seconds.
 BO0185
 BO0185.The orthometric height was determined by differential leveling
 BO0185.and adjusted by the National Geodetic Survey in June 1991..
 BO0185
 BO0185.The geoid height was determined by GEOID03.
 BO0185
 BO0185.The dynamic height is computed by dividing the NAVD 88
 BO0185.geopotential number by the normal gravity value computed on the
 BO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0185.degrees latitude (g = 980.6199 gals.).
 BO0185
 BO0185.The modeled gravity was interpolated from observed gravity values.
 BO0185
 BO0185;                    North         East    Units  Estimated Accuracy
 BO0185;SPC TX C     - 3,096,090.      602,360.      MT  (+/- 180 meters Scaled)
 BO0185
 BO0185                          SUPERSEDED SURVEY CONTROL
 BO0185
 BO0185  NGVD 29 (??/??/92)  681.503  (m)         2235.90   (f) ADJ UNCH    1 2
 BO0185
 BO0185.Superseded values are not recommended for survey control.
 BO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0185.See file dsdata.txt to determine how the superseded data were derived.
 BO0185
 BO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU744798(NAD 83)
 BO0185_MARKER: DB = BENCH MARK DISK
 BO0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0185_STAMPING: V 701 1942
 BO0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0185+STABILITY: SURFACE MOTION
 BO0185
 BO0185  HISTORY     - Date     Condition        Report By
 BO0185  HISTORY     - 1942     MONUMENTED       CGS
 BO0185
 BO0185                          STATION DESCRIPTION
 BO0185
 BO0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0185'18.8 MI S FROM OZONA.
 BO0185'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0185'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0185'ABOUT 14.2 MILES SOUTH ALONG A DIRT ROAD, 35.8 FEET SOUTHEAST OF THE
 BO0185'CENTER LINE OF THE DIRT ROAD, 1.2 FEET NORTHWEST OF A WIRE FENCE, 53.0
 BO0185'FEET SOUTHWEST OF A TELEPHONE POLE AND ALMOST IN LINE WITH THE POLES,
 BO0185'ABOUT 500.0 FEET NORTHEAST OF A CURVE IN THE ROAD TO THE RIGHT, ABOUT
 BO0185'3.0 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0285 ***********************************************************************
 BO0285  DESIGNATION -  V 702
 BO0285  PID         -  BO0285
 BO0285  STATE/COUNTY-  TX/VAL VERDE
 BO0285  USGS QUAD   -  ANTONE CANYON (1970)
 BO0285
 BO0285                         *CURRENT SURVEY CONTROL
 BO0285  ___________________________________________________________________
 BO0285* NAD 83(1986)-  30 16 25.     (N)    101 33 11.     (W)     SCALED    
 BO0285* NAVD 88     -       538.953  (meters)    1768.21   (feet)  ADJUSTED  
 BO0285  ___________________________________________________________________
 BO0285  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 BO0285  DYNAMIC HT  -         538.153 (meters)    1765.59  (feet)  COMP
 BO0285  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 BO0285
 BO0285  VERT ORDER  -  FIRST     CLASS II
 BO0285
 BO0285.The horizontal coordinates were scaled from a topographic map and have
 BO0285.an estimated accuracy of +/- 6 seconds.
 BO0285
 BO0285.The orthometric height was determined by differential leveling
 BO0285.and adjusted by the National Geodetic Survey in June 1991..
 BO0285
 BO0285.The geoid height was determined by GEOID03.
 BO0285
 BO0285.The dynamic height is computed by dividing the NAVD 88
 BO0285.geopotential number by the normal gravity value computed on the
 BO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0285.degrees latitude (g = 980.6199 gals.).
 BO0285
 BO0285.The modeled gravity was interpolated from observed gravity values.
 BO0285
 BO0285;                    North         East    Units  Estimated Accuracy
 BO0285;SPC TXSC     - 4,273,140.      354,360.      MT  (+/- 180 meters Scaled)
 BO0285
 BO0285                          SUPERSEDED SURVEY CONTROL
 BO0285
 BO0285  NGVD 29 (??/??/92)  538.803  (m)         1767.72   (f) ADJ UNCH    1 2
 BO0285
 BO0285.Superseded values are not recommended for survey control.
 BO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0285.See file dsdata.txt to determine how the superseded data were derived.
 BO0285
 BO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU544518(NAD 83)
 BO0285_MARKER: DB = BENCH MARK DISK
 BO0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0285_STAMPING: V 702 1942
 BO0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0285+STABILITY: SURFACE MOTION
 BO0285
 BO0285  HISTORY     - Date     Condition        Report By
 BO0285  HISTORY     - 1942     MONUMENTED       CGS
 BO0285  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0285
 BO0285                          STATION DESCRIPTION
 BO0285
 BO0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0285'6.2 MI N FROM PANDALE.
 BO0285'THIS MARK IS ABOUT 6.2 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0285'SCHOOLHOUSE AT PANDELE, VAL VERDE COUNTY, 24.4 FEET EAST OF THE CENTER
 BO0285'LINE OF THE DIRT ROAD, 142.0 FEET NORTHEAST OF THE CREST OF A SHARP
 BO0285'RISE IN THE ROAD, ABOUT 0.3 MILE SOUTH OF A CONCRETE STOCK GUARD IN
 BO0285'THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE ROAD.
 BO0285
 BO0285                          STATION RECOVERY (1970)
 BO0285
 BO0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0298 ***********************************************************************
 AZ0298  DESIGNATION -  V 703
 AZ0298  PID         -  AZ0298
 AZ0298  STATE/COUNTY-  TX/VAL VERDE
 AZ0298  USGS QUAD   -  HARKELL CANYON (1973)
 AZ0298
 AZ0298                         *CURRENT SURVEY CONTROL
 AZ0298  ___________________________________________________________________
 AZ0298* NAD 83(1986)-  29 59 00.     (N)    101 35 49.     (W)     SCALED    
 AZ0298* NAVD 88     -       571.297  (meters)    1874.33   (feet)  ADJUSTED  
 AZ0298  ___________________________________________________________________
 AZ0298  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AZ0298  DYNAMIC HT  -         570.453 (meters)    1871.56  (feet)  COMP
 AZ0298  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 AZ0298
 AZ0298  VERT ORDER  -  FIRST     CLASS II
 AZ0298
 AZ0298.The horizontal coordinates were scaled from a topographic map and have
 AZ0298.an estimated accuracy of +/- 6 seconds.
 AZ0298
 AZ0298.The orthometric height was determined by differential leveling
 AZ0298.and adjusted by the National Geodetic Survey in June 1991..
 AZ0298
 AZ0298.The geoid height was determined by GEOID03.
 AZ0298
 AZ0298.The dynamic height is computed by dividing the NAVD 88
 AZ0298.geopotential number by the normal gravity value computed on the
 AZ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0298.degrees latitude (g = 980.6199 gals.).
 AZ0298
 AZ0298.The modeled gravity was interpolated from observed gravity values.
 AZ0298
 AZ0298;                    North         East    Units  Estimated Accuracy
 AZ0298;SPC TXSC     - 4,241,060.      349,430.      MT  (+/- 180 meters Scaled)
 AZ0298
 AZ0298                          SUPERSEDED SURVEY CONTROL
 AZ0298
 AZ0298  NGVD 29 (??/??/92)  571.159  (m)         1873.88   (f) ADJ UNCH    1 2
 AZ0298
 AZ0298.Superseded values are not recommended for survey control.
 AZ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0298.See file dsdata.txt to determine how the superseded data were derived.
 AZ0298
 AZ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU494197(NAD 83)
 AZ0298_MARKER: DB = BENCH MARK DISK
 AZ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0298_STAMPING: V 703 1942
 AZ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0298+STABILITY: SURFACE MOTION
 AZ0298
 AZ0298  HISTORY     - Date     Condition        Report By
 AZ0298  HISTORY     - 1942     MONUMENTED       CGS
 AZ0298  HISTORY     - 1973     GOOD             USGS
 AZ0298  HISTORY     - 20010607 MARK NOT FOUND   USPSQD
 AZ0298
 AZ0298                          STATION DESCRIPTION
 AZ0298
 AZ0298'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0298'17.8 MI S FROM PANDALE.
 AZ0298'ABOUT 17.8 MI. SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT
 AZ0298'PANDALE, ABOUT 13.6 MI. NORTH ALONG A DIRT ROAD TO PANDALE FROM THE
 AZ0298'SOUTHERN PACIFIC CO. RAILROAD STATION AT LANGTRY, 48 FEET NORTHWEST
 AZ0298'ALONG A FENCE FROM THE CENTER OF A CATTLEGUARD, AND 1 FOOT NORTHEAST
 AZ0298'OF THE FENCE, AND ABOUT 2 INCHES LOWER THAN THE ROAD.  A STANDARD DISK
 AZ0298'STAMPED V 703 1942, AND SET IN THE TOP OF A CONCRETE POST.
 AZ0298
 AZ0298                          STATION RECOVERY (2001)
 AZ0298
 AZ0298'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0497 ***********************************************************************
 CD0497  DESIGNATION -  V 704
 CD0497  PID         -  CD0497
 CD0497  STATE/COUNTY-  TX/HUDSPETH
 CD0497  USGS QUAD   -  PIERCE RANCH (1979)
 CD0497
 CD0497                         *CURRENT SURVEY CONTROL
 CD0497  ___________________________________________________________________
 CD0497* NAD 83(1986)-  31 16 19.     (N)    105 20 08.     (W)     SCALED    
 CD0497* NAVD 88     -      1412.412  (meters)    4633.89   (feet)  ADJUSTED  
 CD0497  ___________________________________________________________________
 CD0497  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CD0497  DYNAMIC HT  -        1410.167 (meters)    4626.52  (feet)  COMP
 CD0497  MODELED GRAV-     979,001.8   (mgal)                       NAVD 88
 CD0497
 CD0497  VERT ORDER  -  FIRST     CLASS II
 CD0497
 CD0497.The horizontal coordinates were scaled from a topographic map and have
 CD0497.an estimated accuracy of +/- 6 seconds.
 CD0497
 CD0497.The orthometric height was determined by differential leveling
 CD0497.and adjusted by the National Geodetic Survey in June 1991..
 CD0497
 CD0497.The geoid height was determined by GEOID03.
 CD0497
 CD0497.The dynamic height is computed by dividing the NAVD 88
 CD0497.geopotential number by the normal gravity value computed on the
 CD0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0497.degrees latitude (g = 980.6199 gals.).
 CD0497
 CD0497.The modeled gravity was interpolated from observed gravity values.
 CD0497
 CD0497;                    North         East    Units  Estimated Accuracy
 CD0497;SPC TX C     - 3,188,660.      223,840.      MT  (+/- 180 meters Scaled)
 CD0497
 CD0497                          SUPERSEDED SURVEY CONTROL
 CD0497
 CD0497  NGVD 29 (??/??/92) 1411.817  (m)         4631.94   (f) ADJ UNCH    1 2
 CD0497
 CD0497.Superseded values are not recommended for survey control.
 CD0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0497.See file dsdata.txt to determine how the superseded data were derived.
 CD0497
 CD0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ680597(NAD 83)
 CD0497_MARKER: DB = BENCH MARK DISK
 CD0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0497_STAMPING: V 704 1942
 CD0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0497+STABILITY: SURFACE MOTION
 CD0497
 CD0497  HISTORY     - Date     Condition        Report By
 CD0497  HISTORY     - 1942     MONUMENTED       CGS
 CD0497  HISTORY     - 1958     GOOD             NGS
 CD0497
 CD0497                          STATION DESCRIPTION
 CD0497
 CD0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0497'7.8 MI N FROM SIERRA BLANCA.
 CD0497'ABOUT 7.8 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0497'RAILROAD STATION AT SIERRA BLANCA, 32 FEET NORTHEAST OF THE CENTER
 CD0497'LINE OF THE ROAD, ABOUT 0.15 MILE NORTHWEST OF A CURVE, ABOUT 0.4 MILE
 CD0497'SOUTHEAST OF THE CREST OF A HILL, 18 1/2 FEET SOUTHWEST OF A FENCE, 1
 CD0497'1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 CD0497'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CD0497'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0447 ***********************************************************************
 CD0447  DESIGNATION -  V 705
 CD0447  PID         -  CD0447
 CD0447  STATE/COUNTY-  TX/HUDSPETH
 CD0447  USGS QUAD   -  SCRATCH RANCH (1984)
 CD0447
 CD0447                         *CURRENT SURVEY CONTROL
 CD0447  ___________________________________________________________________
 CD0447* NAD 83(1986)-  31 37 25.     (N)    105 22 12.     (W)     SCALED    
 CD0447* NAVD 88     -      1285.939  (meters)    4218.95   (feet)  ADJUSTED  
 CD0447  ___________________________________________________________________
 CD0447  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CD0447  DYNAMIC HT  -        1283.967 (meters)    4212.48  (feet)  COMP
 CD0447  MODELED GRAV-     979,061.4   (mgal)                       NAVD 88
 CD0447
 CD0447  VERT ORDER  -  FIRST     CLASS II
 CD0447
 CD0447.The horizontal coordinates were scaled from a topographic map and have
 CD0447.an estimated accuracy of +/- 6 seconds.
 CD0447
 CD0447.The orthometric height was determined by differential leveling
 CD0447.and adjusted by the National Geodetic Survey in June 1991..
 CD0447
 CD0447.The geoid height was determined by GEOID03.
 CD0447
 CD0447.The dynamic height is computed by dividing the NAVD 88
 CD0447.geopotential number by the normal gravity value computed on the
 CD0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0447.degrees latitude (g = 980.6199 gals.).
 CD0447
 CD0447.The modeled gravity was interpolated from observed gravity values.
 CD0447
 CD0447;                    North         East    Units  Estimated Accuracy
 CD0447;SPC TX C     - 3,227,760.      222,330.      MT  (+/- 180 meters Scaled)
 CD0447
 CD0447                          SUPERSEDED SURVEY CONTROL
 CD0447
 CD0447  NGVD 29 (??/??/92) 1285.370  (m)         4217.08   (f) ADJ UNCH    1 2
 CD0447
 CD0447.Superseded values are not recommended for survey control.
 CD0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0447.See file dsdata.txt to determine how the superseded data were derived.
 CD0447
 CD0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ649987(NAD 83)
 CD0447_MARKER: DB = BENCH MARK DISK
 CD0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0447_STAMPING: V 705 1942
 CD0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0447+STABILITY: SURFACE MOTION
 CD0447
 CD0447  HISTORY     - Date     Condition        Report By
 CD0447  HISTORY     - 1942     MONUMENTED       CGS
 CD0447  HISTORY     - 1958     GOOD             NGS
 CD0447
 CD0447                          STATION DESCRIPTION
 CD0447
 CD0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0447'32.95 MI N FROM SIERRA BLANCA.
 CD0447'ABOUT 32.95 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0447'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 190 FEET WEST OF THE CENTER
 CD0447'LINE OF THE ROAD, 21 FEET WEST OF THE CENTER LINE OF THE OLD ROAD, 101
 CD0447'FEET NORTH OF A POWER POLE, 137 FEET WEST OF A FENCE, 2 FEET NORTH OF
 CD0447'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE RANCH
 CD0447'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0390 ***********************************************************************
 BP0390  DESIGNATION -  V 706
 BP0390  PID         -  BP0390
 BP0390  STATE/COUNTY-  TX/BREWSTER
 BP0390  USGS QUAD   -  MOUNT ORD (1983)
 BP0390
 BP0390                         *CURRENT SURVEY CONTROL
 BP0390  ___________________________________________________________________
 BP0390* NAD 83(1986)-  30 13 01.     (N)    103 34 12.     (W)     SCALED    
 BP0390* NAVD 88     -      1558.158  (meters)    5112.06   (feet)  ADJUSTED  
 BP0390  ___________________________________________________________________
 BP0390  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 BP0390  DYNAMIC HT  -        1555.561 (meters)    5103.54  (feet)  COMP
 BP0390  MODELED GRAV-     978,919.6   (mgal)                       NAVD 88
 BP0390
 BP0390  VERT ORDER  -  SECOND    CLASS 0
 BP0390
 BP0390.The horizontal coordinates were scaled from a topographic map and have
 BP0390.an estimated accuracy of +/- 6 seconds.
 BP0390
 BP0390.The orthometric height was determined by differential leveling
 BP0390.and adjusted by the National Geodetic Survey in June 1991..
 BP0390
 BP0390.The geoid height was determined by GEOID03.
 BP0390
 BP0390.The dynamic height is computed by dividing the NAVD 88
 BP0390.geopotential number by the normal gravity value computed on the
 BP0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0390.degrees latitude (g = 980.6199 gals.).
 BP0390
 BP0390.The modeled gravity was interpolated from observed gravity values.
 BP0390
 BP0390;                    North         East    Units  Estimated Accuracy
 BP0390;SPC TXSC     - 4,272,770.      160,140.      MT  (+/- 180 meters Scaled)
 BP0390
 BP0390                          SUPERSEDED SURVEY CONTROL
 BP0390
 BP0390  NGVD 29 (??/??/92) 1557.633  (m)         5110.33   (f) ADJ UNCH    2 0
 BP0390
 BP0390.Superseded values are not recommended for survey control.
 BP0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0390.See file dsdata.txt to determine how the superseded data were derived.
 BP0390
 BP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP376436(NAD 83)
 BP0390_MARKER: DB = BENCH MARK DISK
 BP0390_SETTING: 66 = SET IN ROCK OUTCROP
 BP0390_SP_SET: ROCK OUTCROP
 BP0390_STAMPING: V 706 1943
 BP0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0390+STABILITY: POSITION/ELEVATION WELL
 BP0390
 BP0390  HISTORY     - Date     Condition        Report By
 BP0390  HISTORY     - 1943     MONUMENTED       CGS
 BP0390  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0390  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0390
 BP0390                          STATION DESCRIPTION
 BP0390
 BP0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BP0390'13.9 MI S FROM ALPINE.
 BP0390'THIS MARK IS ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE
 BP0390'RAILROAD STATION AT ALPINE, BREWSTER COUNTY, AND ABOUT 13.2 MILES
 BP0390'SOUTH ALONG A DIRT ROAD, 44 FEET EAST OF THE CENTER LINE OF THE DIRT
 BP0390'ROAD, 9 FEET WEST OF A WIRE FENCE WHICH RUNS NORTH AND SOUTH, 106.1
 BP0390'FEET SOUTH OF THE NORTHEAST FENCE CORNER, SET IN THE TOP OF A VOLCANIC
 BP0390'ROCK OUTCROP AND SURROUNDED BY A CIRCLE OF ROCKS, ABOUT LEVEL WITH THE
 BP0390'ROAD.
 BP0390
 BP0390                          STATION RECOVERY (1958)
 BP0390
 BP0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0390'MARK NOT FOUND.
 BP0390
 BP0390                          STATION RECOVERY (1996)
 BP0390
 BP0390'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0283 ***********************************************************************
 BA0283  DESIGNATION -  V 707
 BA0283  PID         -  BA0283
 BA0283  STATE/COUNTY-  TX/BREWSTER
 BA0283  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0283
 BA0283                         *CURRENT SURVEY CONTROL
 BA0283  ___________________________________________________________________
 BA0283* NAD 83(1986)-  29 52 58.     (N)    103 35 06.     (W)     SCALED    
 BA0283* NAVD 88     -      1167.167  (meters)    3829.28   (feet)  ADJUSTED  
 BA0283  ___________________________________________________________________
 BA0283  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 BA0283  DYNAMIC HT  -        1165.250 (meters)    3822.99  (feet)  COMP
 BA0283  MODELED GRAV-     978,960.0   (mgal)                       NAVD 88
 BA0283
 BA0283  VERT ORDER  -  SECOND    CLASS 0
 BA0283
 BA0283.The horizontal coordinates were scaled from a topographic map and have
 BA0283.an estimated accuracy of +/- 6 seconds.
 BA0283
 BA0283.The orthometric height was determined by differential leveling
 BA0283.and adjusted by the National Geodetic Survey in June 1991..
 BA0283
 BA0283.The geoid height was determined by GEOID03.
 BA0283
 BA0283.The dynamic height is computed by dividing the NAVD 88
 BA0283.geopotential number by the normal gravity value computed on the
 BA0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0283.degrees latitude (g = 980.6199 gals.).
 BA0283
 BA0283.The modeled gravity was interpolated from observed gravity values.
 BA0283
 BA0283;                    North         East    Units  Estimated Accuracy
 BA0283;SPC TXSC     - 4,235,820.      157,250.      MT  (+/- 180 meters Scaled)
 BA0283
 BA0283                          SUPERSEDED SURVEY CONTROL
 BA0283
 BA0283  NGVD 29 (??/??/92) 1166.690  (m)         3827.72   (f) ADJ UNCH    2 0
 BA0283
 BA0283.Superseded values are not recommended for survey control.
 BA0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0283.See file dsdata.txt to determine how the superseded data were derived.
 BA0283
 BA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP366066(NAD 83)
 BA0283_MARKER: DB = BENCH MARK DISK
 BA0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0283_STAMPING: V 707 1943
 BA0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0283+STABILITY: SURFACE MOTION
 BA0283
 BA0283  HISTORY     - Date     Condition        Report By
 BA0283  HISTORY     - 1943     MONUMENTED       CGS
 BA0283  HISTORY     - 1958     GOOD             NGS
 BA0283  HISTORY     - 20010331 GOOD             NGS
 BA0283
 BA0283                          STATION DESCRIPTION
 BA0283
 BA0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0283'37.65 MI S FROM ALPINE.
 BA0283'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0283'STATION AT ALPINE, THENCE ABOUT 36.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0283'118, THENCE 1.0 MILE SOUTH-SOUTHWEST ALONG THE OLD ROAD BED.  45 FEET
 BA0283'EAST OF THE CENTER LINE OF THE ROAD, 103 YARDS NORTH-NORTHEAST OF A
 BA0283'DIRT DIKE OVER THE ROAD, ABOUT 0.35 MILE WEST OF STATE HIGHWAY 118, 2
 BA0283'2/1 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BA0283'CONCRETE POST PAINTED WHITE PROJECTING 6 INCHES.
 BA0283
 BA0283                          STATION RECOVERY (2001)
 BA0283
 BA0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0283'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0313 ***********************************************************************
 BA0313  DESIGNATION -  V 708
 BA0313  PID         -  BA0313
 BA0313  STATE/COUNTY-  TX/BREWSTER
 BA0313  USGS QUAD   -  PACKSADDLE MOUNTAIN (1983)
 BA0313
 BA0313                         *CURRENT SURVEY CONTROL
 BA0313  ___________________________________________________________________
 BA0313* NAD 83(1986)-  29 32 15.     (N)    103 32 32.     (W)     SCALED    
 BA0313* NAVD 88     -      1045.409  (meters)    3429.81   (feet)  ADJUSTED  
 BA0313  ___________________________________________________________________
 BA0313  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0313  DYNAMIC HT  -        1043.697 (meters)    3424.20  (feet)  COMP
 BA0313  MODELED GRAV-     978,969.7   (mgal)                       NAVD 88
 BA0313
 BA0313  VERT ORDER  -  SECOND    CLASS 0
 BA0313
 BA0313.The horizontal coordinates were scaled from a topographic map and have
 BA0313.an estimated accuracy of +/- 6 seconds.
 BA0313
 BA0313.The orthometric height was determined by differential leveling
 BA0313.and adjusted by the National Geodetic Survey in June 1991..
 BA0313
 BA0313.The geoid height was determined by GEOID03.
 BA0313
 BA0313.The dynamic height is computed by dividing the NAVD 88
 BA0313.geopotential number by the normal gravity value computed on the
 BA0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0313.degrees latitude (g = 980.6199 gals.).
 BA0313
 BA0313.The modeled gravity was interpolated from observed gravity values.
 BA0313
 BA0313;                    North         East    Units  Estimated Accuracy
 BA0313;SPC TXSC     - 4,197,420.      159,890.      MT  (+/- 180 meters Scaled)
 BA0313
 BA0313                          SUPERSEDED SURVEY CONTROL
 BA0313
 BA0313  NGVD 29 (??/??/92) 1044.943  (m)         3428.28   (f) ADJ UNCH    2 0
 BA0313
 BA0313.Superseded values are not recommended for survey control.
 BA0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0313.See file dsdata.txt to determine how the superseded data were derived.
 BA0313
 BA0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN412684(NAD 83)
 BA0313_MARKER: DB = BENCH MARK DISK
 BA0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0313_STAMPING: V 708 1943
 BA0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0313+STABILITY: SURFACE MOTION
 BA0313
 BA0313  HISTORY     - Date     Condition        Report By
 BA0313  HISTORY     - 1943     MONUMENTED       CGS
 BA0313  HISTORY     - 1958     GOOD             NGS
 BA0313  HISTORY     - 20010331 GOOD             NGS
 BA0313
 BA0313                          STATION DESCRIPTION
 BA0313
 BA0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0313'19.8 MI N FROM TERLINGUA.
 BA0313'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0313'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0313'THENCE ABOUT 4.4 MILES NORTH ALONG STATE HIGHWAY 118.  413 FEET
 BA0313'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 300 FEET NORTHWEST
 BA0313'OF A CURVE IN THE OLD ROAD AROUND THE NORTHEAST SIDE OF A HILL, 350
 BA0313'FEET NORTHEAST OF THE NORTHEAST HIGHWAY RIGHT OF WAY FENCE, 26 FEET
 BA0313'SOUTHWEST OF THE CENTER LINE OF THE OLD ROAD BED, 1 1/2 FEET NORTHEAST
 BA0313'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0313'PROJECTING 4 INCHES.
 BA0313
 BA0313                          STATION RECOVERY (2001)
 BA0313
 BA0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0313'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0316 ***********************************************************************
 BP0316  DESIGNATION -  V 709
 BP0316  PID         -  BP0316
 BP0316  STATE/COUNTY-  TX/BREWSTER
 BP0316  USGS QUAD   -  SIMPSON SPRINGS MOUNTAIN (1983)
 BP0316
 BP0316                         *CURRENT SURVEY CONTROL
 BP0316  ___________________________________________________________________
 BP0316* NAD 83(1986)-  30 06 16.     (N)    103 15 19.     (W)     SCALED    
 BP0316* NAVD 88     -      1188.542  (meters)    3899.41   (feet)  ADJUSTED  
 BP0316  ___________________________________________________________________
 BP0316  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BP0316  DYNAMIC HT  -        1186.604 (meters)    3893.05  (feet)  COMP
 BP0316  MODELED GRAV-     978,970.3   (mgal)                       NAVD 88
 BP0316
 BP0316  VERT ORDER  -  SECOND    CLASS 0
 BP0316
 BP0316.The horizontal coordinates were scaled from a topographic map and have
 BP0316.an estimated accuracy of +/- 6 seconds.
 BP0316
 BP0316.The orthometric height was determined by differential leveling
 BP0316.and adjusted by the National Geodetic Survey in June 1991..
 BP0316
 BP0316.The geoid height was determined by GEOID03.
 BP0316
 BP0316.The dynamic height is computed by dividing the NAVD 88
 BP0316.geopotential number by the normal gravity value computed on the
 BP0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0316.degrees latitude (g = 980.6199 gals.).
 BP0316
 BP0316.The modeled gravity was interpolated from observed gravity values.
 BP0316
 BP0316;                    North         East    Units  Estimated Accuracy
 BP0316;SPC TXSC     - 4,259,170.      189,960.      MT  (+/- 180 meters Scaled)
 BP0316
 BP0316                          SUPERSEDED SURVEY CONTROL
 BP0316
 BP0316  NGVD 29 (??/??/92) 1188.132  (m)         3898.06   (f) ADJ UNCH    2 0
 BP0316
 BP0316.Superseded values are not recommended for survey control.
 BP0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0316.See file dsdata.txt to determine how the superseded data were derived.
 BP0316
 BP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP681316(NAD 83)
 BP0316_MARKER: DB = BENCH MARK DISK
 BP0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0316_STAMPING: V 709 1943
 BP0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0316+STABILITY: SURFACE MOTION
 BP0316
 BP0316  HISTORY     - Date     Condition        Report By
 BP0316  HISTORY     - 1943     MONUMENTED       CGS
 BP0316  HISTORY     - 1966     GOOD             NGS
 BP0316  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0316
 BP0316                          STATION DESCRIPTION
 BP0316
 BP0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0316'7.45 MI S FROM MARATHON.
 BP0316'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0316'THE STATION AT MARATHON, THENCE 7.0 MILES SOUTH ALONG U. S. HIGHWAY
 BP0316'385, 31 1/2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.7 MILES
 BP0316'SOUTH OF A PRIVATE ROAD LEADING SOUTHEAST TO THE CHANEY RANCH, 133
 BP0316'FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 111 FEET SOUTHEAST OF
 BP0316'HIGHWAY MARKER NUMBER 385=29, 30 FEET WEST OF THE EAST HIGHWAY RIGHT
 BP0316'OF WAY FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE
 BP0316'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BP0316
 BP0316                          STATION RECOVERY (2001)
 BP0316
 BP0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0316'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0267 ***********************************************************************
 DP0267  DESIGNATION -  V 71
 DP0267  PID         -  DP0267
 DP0267  STATE/COUNTY-  TX/GARZA
 DP0267  USGS QUAD   -  POST EAST (1969)
 DP0267
 DP0267                         *CURRENT SURVEY CONTROL
 DP0267  ___________________________________________________________________
 DP0267* NAD 83(1986)-  33 10 04.     (N)    101 22 09.     (W)     SCALED    
 DP0267* NAVD 88     -       775.998  (meters)    2545.92   (feet)  ADJUSTED  
 DP0267  ___________________________________________________________________
 DP0267  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 DP0267  DYNAMIC HT  -         774.998 (meters)    2542.64  (feet)  COMP
 DP0267  MODELED GRAV-     979,323.0   (mgal)                       NAVD 88
 DP0267
 DP0267  VERT ORDER  -  FIRST     CLASS II
 DP0267
 DP0267.The horizontal coordinates were scaled from a topographic map and have
 DP0267.an estimated accuracy of +/- 6 seconds.
 DP0267
 DP0267.The orthometric height was determined by differential leveling
 DP0267.and adjusted by the National Geodetic Survey in June 1991..
 DP0267
 DP0267.The geoid height was determined by GEOID03.
 DP0267
 DP0267.The dynamic height is computed by dividing the NAVD 88
 DP0267.geopotential number by the normal gravity value computed on the
 DP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0267.degrees latitude (g = 980.6199 gals.).
 DP0267
 DP0267.The modeled gravity was interpolated from observed gravity values.
 DP0267
 DP0267;                    North         East    Units  Estimated Accuracy
 DP0267;SPC TXNC     - 2,170,110.      332,440.      MT  (+/- 180 meters Scaled)
 DP0267
 DP0267                          SUPERSEDED SURVEY CONTROL
 DP0267
 DP0267  NGVD 29 (??/??/92)  775.553  (m)         2544.46   (f) ADJ UNCH    1 2
 DP0267
 DP0267.Superseded values are not recommended for survey control.
 DP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0267.See file dsdata.txt to determine how the superseded data were derived.
 DP0267
 DP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB790723(NAD 83)
 DP0267_MARKER: DB = BENCH MARK DISK
 DP0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0267_STAMPING: 2544.460 V 71 1931
 DP0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0267+STABILITY: SURFACE MOTION
 DP0267
 DP0267  HISTORY     - Date     Condition        Report By
 DP0267  HISTORY     - 1931     MONUMENTED       CGS
 DP0267  HISTORY     - 1941     GOOD             NGS
 DP0267  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0267
 DP0267                          STATION DESCRIPTION
 DP0267
 DP0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DP0267'2.5 MI S FROM POST.
 DP0267'2.5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM POST,
 DP0267'GARZA COUNTY, 0.3 MILE SOUTH OF MILEPOST 715, 80 FEET SOUTH OF A RAIL
 DP0267'RACK, 50 FEET SOUTH OF A MOTOR-CAR SIDING, 100 FEET EAST OF THE TRACK,
 DP0267'AT THE FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DP0267'ABOUT 3 INCHES ABOVE GROUND.
 DP0267
 DP0267                          STATION RECOVERY (1969)
 DP0267
 DP0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0329 ***********************************************************************
 CB0329  DESIGNATION -  V 710
 CB0329  PID         -  CB0329
 CB0329  STATE/COUNTY-  TX/GLASSCOCK
 CB0329  USGS QUAD   -  CURRIE RESERVOIR (1963)
 CB0329
 CB0329                         *CURRENT SURVEY CONTROL
 CB0329  ___________________________________________________________________
 CB0329* NAD 83(1986)-  31 50 37.     (N)    101 22 08.     (W)     SCALED    
 CB0329* NAVD 88     -       777.254  (meters)    2550.04   (feet)  ADJUSTED  
 CB0329  ___________________________________________________________________
 CB0329  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CB0329  DYNAMIC HT  -         776.176 (meters)    2546.50  (feet)  COMP
 CB0329  MODELED GRAV-     979,226.1   (mgal)                       NAVD 88
 CB0329
 CB0329  VERT ORDER  -  SECOND    CLASS 0
 CB0329
 CB0329.The horizontal coordinates were scaled from a topographic map and have
 CB0329.an estimated accuracy of +/- 6 seconds.
 CB0329
 CB0329.The orthometric height was determined by differential leveling
 CB0329.and adjusted by the National Geodetic Survey in June 1991..
 CB0329
 CB0329.The geoid height was determined by GEOID03.
 CB0329
 CB0329.The dynamic height is computed by dividing the NAVD 88
 CB0329.geopotential number by the normal gravity value computed on the
 CB0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0329.degrees latitude (g = 980.6199 gals.).
 CB0329
 CB0329.The modeled gravity was interpolated from observed gravity values.
 CB0329
 CB0329;                    North         East    Units  Estimated Accuracy
 CB0329;SPC TX C     - 3,241,790.      601,980.      MT  (+/- 180 meters Scaled)
 CB0329
 CB0329                          SUPERSEDED SURVEY CONTROL
 CB0329
 CB0329  NGVD 29 (??/??/92)  776.984  (m)         2549.16   (f) ADJ UNCH    2 0
 CB0329
 CB0329.Superseded values are not recommended for survey control.
 CB0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0329.See file dsdata.txt to determine how the superseded data were derived.
 CB0329
 CB0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA758255(NAD 83)
 CB0329_MARKER: DB = BENCH MARK DISK
 CB0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0329_STAMPING: V 710 1942
 CB0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0329+STABILITY: SURFACE MOTION
 CB0329
 CB0329  HISTORY     - Date     Condition        Report By
 CB0329  HISTORY     - 1942     MONUMENTED       CGS
 CB0329  HISTORY     - 1962     MARK NOT FOUND   USGS
 CB0329  HISTORY     - 1973     POOR             TXHD
 CB0329
 CB0329                          STATION DESCRIPTION
 CB0329
 CB0329'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0329'7.0 MI E FROM GARDEN CITY.
 CB0329'7.0 MILES EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0329'GARDEN CITY, GLASSCOCK COUNTY, 0.2 MILE EAST OF THE POINT WHERE THE
 CB0329'OLD ROADBED CURVES TO THE NORTHWEST AND THE HIGHWAY CONTINUES WEST,
 CB0329'850 FEET EAST OF TWO PASTURE GATES ON THE OPPOSITE SIDES OF THE
 CB0329'HIGHWAY, 60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH
 CB0329'OF THE SOUTH RIGHT-OF-WAY FENCE.  AND SET IN THE IN THE TOP OF A
 CB0329'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CB0329
 CB0329                          STATION RECOVERY (1973)
 CB0329
 CB0329'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0329'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0292 ***********************************************************************
 CB0292  DESIGNATION -  V 712
 CB0292  PID         -  CB0292
 CB0292  STATE/COUNTY-  TX/GLASSCOCK
 CB0292  USGS QUAD   -  GARDEN CITY (1963)
 CB0292
 CB0292                         *CURRENT SURVEY CONTROL
 CB0292  ___________________________________________________________________
 CB0292* NAD 83(1986)-  31 48 32.     (N)    101 28 18.     (W)     SCALED    
 CB0292* NAVD 88     -       791.296  (meters)    2596.11   (feet)  ADJUSTED  
 CB0292  ___________________________________________________________________
 CB0292  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CB0292  DYNAMIC HT  -         790.196 (meters)    2592.50  (feet)  COMP
 CB0292  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 CB0292
 CB0292  VERT ORDER  -  SECOND    CLASS 0
 CB0292
 CB0292.The horizontal coordinates were scaled from a topographic map and have
 CB0292.an estimated accuracy of +/- 6 seconds.
 CB0292
 CB0292.The orthometric height was determined by differential leveling
 CB0292.and adjusted by the National Geodetic Survey in June 1991..
 CB0292
 CB0292.The geoid height was determined by GEOID03.
 CB0292
 CB0292.The dynamic height is computed by dividing the NAVD 88
 CB0292.geopotential number by the normal gravity value computed on the
 CB0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0292.degrees latitude (g = 980.6199 gals.).
 CB0292
 CB0292.The modeled gravity was interpolated from observed gravity values.
 CB0292
 CB0292;                    North         East    Units  Estimated Accuracy
 CB0292;SPC TX C     - 3,238,040.      592,220.      MT  (+/- 180 meters Scaled)
 CB0292
 CB0292                          SUPERSEDED SURVEY CONTROL
 CB0292
 CB0292  NGVD 29 (??/??/92)  791.016  (m)         2595.19   (f) ADJ UNCH    2 0
 CB0292
 CB0292.Superseded values are not recommended for survey control.
 CB0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0292.See file dsdata.txt to determine how the superseded data were derived.
 CB0292
 CB0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA660219(NAD 83)
 CB0292_MARKER: DB = BENCH MARK DISK
 CB0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0292_STAMPING: V 712 1942
 CB0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0292+STABILITY: SURFACE MOTION
 CB0292
 CB0292  HISTORY     - Date     Condition        Report By
 CB0292  HISTORY     - 1942     MONUMENTED       CGS
 CB0292
 CB0292                          STATION DESCRIPTION
 CB0292
 CB0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0292'4.4 MI S FROM GARDEN CITY.
 CB0292'4.4 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0292'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 0.5 MILE
 CB0292'NORTHWEST OF A STONE  RANCH HOUSE, 0.3 MILE SOUTH OF A LARGE CONCRETE
 CB0292'CULVERT OVER A DRAW, AT TWO T-FENCE CORNERS ON OPPOSITE SIDES OF THE
 CB0292'ROAD, 44 FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH OF AN
 CB0292'EAST-AND-WEST FENCE LINE, 1-1/2 FEET WEST OF THE EAST RIGHT-OF-WAY
 CB0292'FENCE, 2-1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND SET IN THE
 CB0292'TOP OF A CONCRETE POST PROJECTING 10 NCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0433 ***********************************************************************
 CB0433  DESIGNATION -  V 713
 CB0433  PID         -  CB0433
 CB0433  STATE/COUNTY-  TX/REAGAN
 CB0433  USGS QUAD   -  STILES (1970)
 CB0433
 CB0433                         *CURRENT SURVEY CONTROL
 CB0433  ___________________________________________________________________
 CB0433* NAD 83(1986)-  31 26 12.     (N)    101 34 25.     (W)     SCALED    
 CB0433* NAVD 88     -       809.611  (meters)    2656.20   (feet)  ADJUSTED  
 CB0433  ___________________________________________________________________
 CB0433  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0433  DYNAMIC HT  -         808.462 (meters)    2652.43  (feet)  COMP
 CB0433  MODELED GRAV-     979,194.5   (mgal)                       NAVD 88
 CB0433
 CB0433  VERT ORDER  -  SECOND    CLASS 0
 CB0433
 CB0433.The horizontal coordinates were scaled from a topographic map and have
 CB0433.an estimated accuracy of +/- 6 seconds.
 CB0433
 CB0433.The orthometric height was determined by differential leveling
 CB0433.and adjusted by the National Geodetic Survey in June 1991..
 CB0433
 CB0433.The geoid height was determined by GEOID03.
 CB0433
 CB0433.The dynamic height is computed by dividing the NAVD 88
 CB0433.geopotential number by the normal gravity value computed on the
 CB0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0433.degrees latitude (g = 980.6199 gals.).
 CB0433
 CB0433.The modeled gravity was interpolated from observed gravity values.
 CB0433
 CB0433;                    North         East    Units  Estimated Accuracy
 CB0433;SPC TX C     - 3,196,870.      582,100.      MT  (+/- 180 meters Scaled)
 CB0433
 CB0433                          SUPERSEDED SURVEY CONTROL
 CB0433
 CB0433  NGVD 29 (??/??/92)  809.297  (m)         2655.17   (f) ADJ UNCH    2 0
 CB0433
 CB0433.Superseded values are not recommended for survey control.
 CB0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0433.See file dsdata.txt to determine how the superseded data were derived.
 CB0433
 CB0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV553808(NAD 83)
 CB0433_MARKER: DB = BENCH MARK DISK
 CB0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0433_STAMPING: V-713 1942
 CB0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0433+STABILITY: SURFACE MOTION
 CB0433
 CB0433  HISTORY     - Date     Condition        Report By
 CB0433  HISTORY     - 1942     MONUMENTED       CGS
 CB0433  HISTORY     - 1970     GOOD             USGS
 CB0433
 CB0433                          STATION DESCRIPTION
 CB0433
 CB0433'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0433'3.0 MI NW FROM STILES.
 CB0433'2.3 MILES NORTHWEST ALONG STATE HWY 137, FROM OLD COUNTY COURTHOUSE AT
 CB0433'STILES, REAGAN COUNTY.  THENCE 0.6 MILES EAST ALONG COUNTY ROAD (DIRT)
 CB0433'365 FEET WEST OF FENCE CORNER AT NORTH SIDE OF ROAD.  30 FEET SOUTH OF
 CB0433'CENTERLINE OF ROAD, AND 1.0 FT NORTH OF FENCE LINE, 1 1/2 FT EAST OF A
 CB0433'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED V-713 1942 AND SET IN
 CB0433'TOP OF A CONCRETE POST 6 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0283 ***********************************************************************
 CB0283  DESIGNATION -  V 714
 CB0283  PID         -  CB0283
 CB0283  STATE/COUNTY-  TX/GLASSCOCK
 CB0283  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0283
 CB0283                         *CURRENT SURVEY CONTROL
 CB0283  ___________________________________________________________________
 CB0283* NAD 83(1986)-  31 43 14.     (N)    101 27 42.     (W)     SCALED    
 CB0283* NAVD 88     -       828.331  (meters)    2717.62   (feet)  ADJUSTED  
 CB0283  ___________________________________________________________________
 CB0283  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CB0283  DYNAMIC HT  -         827.174 (meters)    2713.82  (feet)  COMP
 CB0283  MODELED GRAV-     979,215.8   (mgal)                       NAVD 88
 CB0283
 CB0283  VERT ORDER  -  SECOND    CLASS 0
 CB0283
 CB0283.The horizontal coordinates were scaled from a topographic map and have
 CB0283.an estimated accuracy of +/- 6 seconds.
 CB0283
 CB0283.The orthometric height was determined by differential leveling
 CB0283.and adjusted by the National Geodetic Survey in June 1991..
 CB0283
 CB0283.The geoid height was determined by GEOID03.
 CB0283
 CB0283.The dynamic height is computed by dividing the NAVD 88
 CB0283.geopotential number by the normal gravity value computed on the
 CB0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0283.degrees latitude (g = 980.6199 gals.).
 CB0283
 CB0283.The modeled gravity was interpolated from observed gravity values.
 CB0283
 CB0283;                    North         East    Units  Estimated Accuracy
 CB0283;SPC TX C     - 3,228,230.      593,060.      MT  (+/- 180 meters Scaled)
 CB0283
 CB0283                          SUPERSEDED SURVEY CONTROL
 CB0283
 CB0283  NGVD 29 (??/??/92)  828.04   (m)         2716.7    (f) COMPUTED    2 0
 CB0283
 CB0283.Superseded values are not recommended for survey control.
 CB0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0283.See file dsdata.txt to determine how the superseded data were derived.
 CB0283
 CB0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA667120(NAD 83)
 CB0283_MARKER: DB = BENCH MARK DISK
 CB0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0283_STAMPING: V 714 1942
 CB0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0283+STABILITY: SURFACE MOTION
 CB0283
 CB0283  HISTORY     - Date     Condition        Report By
 CB0283  HISTORY     - 1942     MONUMENTED       CGS
 CB0283
 CB0283                          STATION DESCRIPTION
 CB0283
 CB0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0283'11.5 MI SW FROM GARDEN CITY.
 CB0283'ALONG THE BIG LAKE ROAD ABOUT 11.5 MILES SOUTHWEST OF THE COURT HOUSE
 CB0283'AT GARDEN CITY, AT A RIGHT ANGLE TURN FROM NORTH TO WEST, 21 FEET EAST
 CB0283'OF THE CENTER LINE OF THE ROAD, 50 FEET NORTH OF THE CENTER LINE OF A
 CB0283'LANE RUNNING EAST THROUGH A WOODEN GATE THENCE SOUTH ALONG THE EAST
 CB0283'SIDE OF THE NORTH-SOUTH FENCE LINE, 20 FEET NORTH OF A MESQUITE TREE
 CB0283'ON THE RIGHT-OF-WAY, 1 1/2 FEET SOUTH OF A WHITE REFERENCE POST AND IS
 CB0283'A BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0284 ***********************************************************************
 CB0284  DESIGNATION -  V 714 RESET 1947
 CB0284  PID         -  CB0284
 CB0284  STATE/COUNTY-  TX/GLASSCOCK
 CB0284  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0284
 CB0284                         *CURRENT SURVEY CONTROL
 CB0284  ___________________________________________________________________
 CB0284* NAD 83(1986)-  31 43 14.     (N)    101 27 42.     (W)     SCALED    
 CB0284* NAVD 88     -       828.38   (meters)    2717.8    (feet)  RESET     
 CB0284  ___________________________________________________________________
 CB0284  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CB0284
 CB0284  VERT ORDER  -  THIRD
 CB0284
 CB0284.The horizontal coordinates were scaled from a topographic map and have
 CB0284.an estimated accuracy of +/- 6 seconds.
 CB0284
 CB0284.The orthometric height was computed from unverified reset data.
 CB0284
 CB0284.The geoid height was determined by GEOID03.
 CB0284
 CB0284;                    North         East    Units  Estimated Accuracy
 CB0284;SPC TX C     - 3,228,230.      593,060.      MT  (+/- 180 meters Scaled)
 CB0284
 CB0284                          SUPERSEDED SURVEY CONTROL
 CB0284
 CB0284.No superseded survey control is available for this station.
 CB0284
 CB0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA667120(NAD 83)
 CB0284_MARKER: DB = BENCH MARK DISK
 CB0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0284_STAMPING: V 714 1947
 CB0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0284+STABILITY: SURFACE MOTION
 CB0284
 CB0284  HISTORY     - Date     Condition        Report By
 CB0284  HISTORY     - 1947     MONUMENTED       TXHD
 CB0284  HISTORY     - 1973     MARK NOT FOUND   USGS
 CB0284
 CB0284                          STATION DESCRIPTION
 CB0284
 CB0284'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 CB0284'11.5 MI S FROM GARDEN CITY.
 CB0284'11.5 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE- GARDEN CITY
 CB0284'ROAD FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 10 MILES
 CB0284'SOUTH ALONG RANCH-TO-MARKET HIGHWAY 33, NEAR THE JUNCTION OF THE OLD
 CB0284'ROAD, AT THE BEGINNING OF A CURVE TO THE WEST, ON THE HIGHWAY, AT
 CB0284'STATION 526+90, 58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 CB0284'WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 CB0284'POST AND SET IN THE TOP OF A CONCRETE POST.
 CB0284
 CB0284                          STATION RECOVERY (1973)
 CB0284
 CB0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CB0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0276 ***********************************************************************
 CD0276  DESIGNATION -  V 715
 CD0276  PID         -  CD0276
 CD0276  STATE/COUNTY-  TX/CULBERSON
 CD0276  USGS QUAD   -  SEVEN HEART GAP (1972)
 CD0276
 CD0276                         *CURRENT SURVEY CONTROL
 CD0276  ___________________________________________________________________
 CD0276* NAD 83(1986)-  31 20 55.     (N)    104 33 24.     (W)     SCALED    
 CD0276* NAVD 88     -      1333.492  (meters)    4374.97   (feet)  ADJUSTED  
 CD0276  ___________________________________________________________________
 CD0276  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0276  DYNAMIC HT  -        1331.432 (meters)    4368.21  (feet)  COMP
 CD0276  MODELED GRAV-     979,048.7   (mgal)                       NAVD 88
 CD0276
 CD0276  VERT ORDER  -  SECOND    CLASS 0
 CD0276
 CD0276.The horizontal coordinates were scaled from a topographic map and have
 CD0276.an estimated accuracy of +/- 6 seconds.
 CD0276
 CD0276.The orthometric height was determined by differential leveling
 CD0276.and adjusted by the National Geodetic Survey in June 1991..
 CD0276
 CD0276.The geoid height was determined by GEOID03.
 CD0276
 CD0276.The dynamic height is computed by dividing the NAVD 88
 CD0276.geopotential number by the normal gravity value computed on the
 CD0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0276.degrees latitude (g = 980.6199 gals.).
 CD0276
 CD0276.The modeled gravity was interpolated from observed gravity values.
 CD0276
 CD0276;                    North         East    Units  Estimated Accuracy
 CD0276;SPC TX C     - 3,194,080.      298,270.      MT  (+/- 180 meters Scaled)
 CD0276
 CD0276                          SUPERSEDED SURVEY CONTROL
 CD0276
 CD0276  NGVD 29 (??/??/92) 1332.990  (m)         4373.32   (f) ADJ UNCH    2 0
 CD0276
 CD0276.Superseded values are not recommended for survey control.
 CD0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0276.See file dsdata.txt to determine how the superseded data were derived.
 CD0276
 CD0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ421683(NAD 83)
 CD0276_MARKER: DB = BENCH MARK DISK
 CD0276_SETTING: 66 = SET IN ROCK OUTCROP
 CD0276_SP_SET: OUTCROP
 CD0276_STAMPING: V 715 1942
 CD0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0276+STABILITY: POSITION/ELEVATION WELL
 CD0276
 CD0276  HISTORY     - Date     Condition        Report By
 CD0276  HISTORY     - 1942     MONUMENTED       CGS
 CD0276  HISTORY     - 1958     GOOD             NGS
 CD0276
 CD0276                          STATION DESCRIPTION
 CD0276
 CD0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0276'0.6 MI W FROM STANTON RANCH HOUSE.
 CD0276'ABOUT 0.6 MILE WEST ALONG A GRADED DIRT ROAD FROM MRS. ETHEL STANTON
 CD0276'RANCH HOUSE (FORMERLY CALVIN JONES RANCH), IN THE TOP OF A LARGE ROCK
 CD0276'OUTCROP, 110 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.75
 CD0276'MILE EAST OF THE MOUTH OF THE ED RAY CANYON, NEAR THE FOOT OF THE
 CD0276'SOUTH SLOPE OF A HILL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0367 ***********************************************************************
 CD0367  DESIGNATION -  V 716
 CD0367  PID         -  CD0367
 CD0367  STATE/COUNTY-  TX/CULBERSON
 CD0367  USGS QUAD   -  EMORY CORRAL (1973)
 CD0367
 CD0367                         *CURRENT SURVEY CONTROL
 CD0367  ___________________________________________________________________
 CD0367* NAD 83(1986)-  31 32 51.     (N)    104 33 29.     (W)     SCALED    
 CD0367* NAVD 88     -      1416.705  (meters)    4647.97   (feet)  ADJUSTED  
 CD0367  ___________________________________________________________________
 CD0367  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CD0367  DYNAMIC HT  -        1414.480 (meters)    4640.67  (feet)  COMP
 CD0367  MODELED GRAV-     979,019.8   (mgal)                       NAVD 88
 CD0367
 CD0367  VERT ORDER  -  SECOND    CLASS 0
 CD0367
 CD0367.The horizontal coordinates were scaled from a topographic map and have
 CD0367.an estimated accuracy of +/- 6 seconds.
 CD0367
 CD0367.The orthometric height was determined by differential leveling
 CD0367.and adjusted by the National Geodetic Survey in June 1991..
 CD0367
 CD0367.The geoid height was determined by GEOID03.
 CD0367
 CD0367.The dynamic height is computed by dividing the NAVD 88
 CD0367.geopotential number by the normal gravity value computed on the
 CD0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0367.degrees latitude (g = 980.6199 gals.).
 CD0367
 CD0367.The modeled gravity was interpolated from observed gravity values.
 CD0367
 CD0367;                    North         East    Units  Estimated Accuracy
 CD0367;SPC TX C     - 3,216,120.      298,970.      MT  (+/- 180 meters Scaled)
 CD0367
 CD0367                          SUPERSEDED SURVEY CONTROL
 CD0367
 CD0367  NGVD 29 (??/??/92) 1416.148  (m)         4646.15   (f) ADJ UNCH    2 0
 CD0367
 CD0367.Superseded values are not recommended for survey control.
 CD0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0367.See file dsdata.txt to determine how the superseded data were derived.
 CD0367
 CD0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ419903(NAD 83)
 CD0367_MARKER: DB = BENCH MARK DISK
 CD0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0367_STAMPING: V 716 1942
 CD0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0367+STABILITY: SURFACE MOTION
 CD0367
 CD0367  HISTORY     - Date     Condition        Report By
 CD0367  HISTORY     - 1942     MONUMENTED       CGS
 CD0367  HISTORY     - 1958     GOOD             NGS
 CD0367
 CD0367                          STATION DESCRIPTION
 CD0367
 CD0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0367'58.9 MI SE FROM PINE SPRINGS.
 CD0367'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0367'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0367'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 29.8 MILES SOUTH ALONG
 CD0367'A GRADED DIRT ROAD.  24 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CD0367'ABOUT 0.35 MILE SOUTHEAST OF THE CROSSING OF A TRAIL ROAD, AT THE
 CD0367'SOUTHWEST END OF A HIGH KNOLL, 1 1/2 FEET EAST OF A WHITE WOODEN
 CD0367'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 CD0367'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0001 ***********************************************************************
 CD0001  DESIGNATION -  V 717
 CD0001  PID         -  CD0001
 CD0001  STATE/COUNTY-  TX/CULBERSON
 CD0001  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0001
 CD0001                         *CURRENT SURVEY CONTROL
 CD0001  ___________________________________________________________________
 CD0001* NAD 83(1986)-  31 48 32.     (N)    104 29 55.     (W)     SCALED    
 CD0001* NAVD 88     -      1174.631  (meters)    3853.77   (feet)  ADJUSTED  
 CD0001  ___________________________________________________________________
 CD0001  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CD0001  DYNAMIC HT  -        1172.830 (meters)    3847.86  (feet)  COMP
 CD0001  MODELED GRAV-     979,066.0   (mgal)                       NAVD 88
 CD0001
 CD0001  VERT ORDER  -  SECOND    CLASS 0
 CD0001
 CD0001.The horizontal coordinates were scaled from a topographic map and have
 CD0001.an estimated accuracy of +/- 6 seconds.
 CD0001
 CD0001.The orthometric height was determined by differential leveling
 CD0001.and adjusted by the National Geodetic Survey in June 1991..
 CD0001
 CD0001.The geoid height was determined by GEOID03.
 CD0001
 CD0001.The dynamic height is computed by dividing the NAVD 88
 CD0001.geopotential number by the normal gravity value computed on the
 CD0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0001.degrees latitude (g = 980.6199 gals.).
 CD0001
 CD0001.The modeled gravity was interpolated from observed gravity values.
 CD0001
 CD0001;                    North         East    Units  Estimated Accuracy
 CD0001;SPC TX C     - 3,244,870.      305,700.      MT  (+/- 180 meters Scaled)
 CD0001
 CD0001                          SUPERSEDED SURVEY CONTROL
 CD0001
 CD0001  NGVD 29 (??/??/92) 1174.092  (m)         3852.00   (f) ADJ UNCH    2 0
 CD0001
 CD0001.Superseded values are not recommended for survey control.
 CD0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0001.See file dsdata.txt to determine how the superseded data were derived.
 CD0001
 CD0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER474193(NAD 83)
 CD0001_MARKER: DB = BENCH MARK DISK
 CD0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0001_STAMPING: V 717 1942
 CD0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0001+STABILITY: SURFACE MOTION
 CD0001
 CD0001  HISTORY     - Date     Condition        Report By
 CD0001  HISTORY     - 1942     MONUMENTED       CGS
 CD0001  HISTORY     - 1958     GOOD             NGS
 CD0001
 CD0001                          STATION DESCRIPTION
 CD0001
 CD0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0001'33.6 MI SE FROM PINE SPRINGS.
 CD0001'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0001'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0001'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 4.5 MILES SOUTH ALONG
 CD0001'A GRADED DIRT ROAD.  31 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CD0001'ABOUT 0.25 MILE SOUTH-SOUTHWEST OF A CATTLE GUARD, 2 FEET SOUTH OF A
 CD0001'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 CD0001'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0073 ***********************************************************************
 BB0073  DESIGNATION -  V 718
 BB0073  PID         -  BB0073
 BB0073  STATE/COUNTY-  TX/PRESIDIO
 BB0073  USGS QUAD   -  CERRO REDONDO (1983)
 BB0073
 BB0073                         *CURRENT SURVEY CONTROL
 BB0073  ___________________________________________________________________
 BB0073* NAD 83(1986)-  29 33 39.     (N)    104 14 02.     (W)     SCALED    
 BB0073* NAVD 88     -       876.157  (meters)    2874.53   (feet)  POSTED    
 BB0073  ___________________________________________________________________
 BB0073  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 BB0073  DYNAMIC HT  -         874.730 (meters)    2869.84  (feet)  COMP
 BB0073  MODELED GRAV-     978,984.6   (mgal)                       NAVD 88
 BB0073
 BB0073  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 BB0073
 BB0073.The horizontal coordinates were scaled from a topographic map and have
 BB0073.an estimated accuracy of +/- 6 seconds.
 BB0073
 BB0073.The orthometric height was determined by differential leveling
 BB0073.and adjusted by the National Geodetic Survey in 1992..
 BB0073.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 BB0073.rate greater than 8.0 mm/km.
 BB0073
 BB0073.The geoid height was determined by GEOID03.
 BB0073
 BB0073.The dynamic height is computed by dividing the NAVD 88
 BB0073.geopotential number by the normal gravity value computed on the
 BB0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0073.degrees latitude (g = 980.6199 gals.).
 BB0073
 BB0073.The modeled gravity was interpolated from observed gravity values.
 BB0073
 BB0073;                    North         East    Units  Estimated Accuracy
 BB0073;SPC TXSC     - 4,202,800.       93,030.      MT  (+/- 180 meters Scaled)
 BB0073
 BB0073                          SUPERSEDED SURVEY CONTROL
 BB0073
 BB0073  NGVD 29 (??/??/92)  875.814  (m)         2873.40   (f) ADJ UNCH    1 2
 BB0073
 BB0073.Superseded values are not recommended for survey control.
 BB0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0073.See file dsdata.txt to determine how the superseded data were derived.
 BB0073
 BB0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN742703(NAD 83)
 BB0073_MARKER: DB = BENCH MARK DISK
 BB0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0073_STAMPING: V 718 1943
 BB0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0073+STABILITY: SURFACE MOTION
 BB0073
 BB0073  HISTORY     - Date     Condition        Report By
 BB0073  HISTORY     - 1943     MONUMENTED       CGS
 BB0073  HISTORY     - 1958     GOOD             NGS
 BB0073
 BB0073                          STATION DESCRIPTION
 BB0073
 BB0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0073'11.45 MI E FROM PRESIDIO.
 BB0073'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0073'PRESIDIO, THENCE 3.75 MILES NORTHEAST ALONG A GRADED DIRT ROAD.  32
 BB0073'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 60 YARDS
 BB0073'NORTHWEST OF THE SOUTHEAST EDGE OF A MESA, ABOUT 1 1/2 FEET ABOVE THE
 BB0073'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 BB0073'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0105 ***********************************************************************
 BB0105  DESIGNATION -  V 719
 BB0105  PID         -  BB0105
 BB0105  STATE/COUNTY-  TX/PRESIDIO
 BB0105  USGS QUAD   -  PLATA (1983)
 BB0105
 BB0105                         *CURRENT SURVEY CONTROL
 BB0105  ___________________________________________________________________
 BB0105* NAD 83(1986)-  29 45 12.     (N)    104 04 56.     (W)     SCALED    
 BB0105* NAVD 88     -      1090.726  (meters)    3578.49   (feet)  ADJUSTED  
 BB0105  ___________________________________________________________________
 BB0105  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BB0105  DYNAMIC HT  -        1088.951 (meters)    3572.67  (feet)  COMP
 BB0105  MODELED GRAV-     978,977.9   (mgal)                       NAVD 88
 BB0105
 BB0105  VERT ORDER  -  SECOND    CLASS 0
 BB0105
 BB0105.The horizontal coordinates were scaled from a topographic map and have
 BB0105.an estimated accuracy of +/- 6 seconds.
 BB0105
 BB0105.The orthometric height was determined by differential leveling
 BB0105.and adjusted by the National Geodetic Survey in June 1991..
 BB0105
 BB0105.The geoid height was determined by GEOID03.
 BB0105
 BB0105.The dynamic height is computed by dividing the NAVD 88
 BB0105.geopotential number by the normal gravity value computed on the
 BB0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0105.degrees latitude (g = 980.6199 gals.).
 BB0105
 BB0105.The modeled gravity was interpolated from observed gravity values.
 BB0105
 BB0105;                    North         East    Units  Estimated Accuracy
 BB0105;SPC TXSC     - 4,223,470.      108,640.      MT  (+/- 180 meters Scaled)
 BB0105
 BB0105                          SUPERSEDED SURVEY CONTROL
 BB0105
 BB0105  NGVD 29 (??/??/92) 1090.367  (m)         3577.31   (f) ADJ UNCH    2 0
 BB0105
 BB0105.Superseded values are not recommended for survey control.
 BB0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0105.See file dsdata.txt to determine how the superseded data were derived.
 BB0105
 BB0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN887918(NAD 83)
 BB0105_MARKER: DB = BENCH MARK DISK
 BB0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0105_STAMPING: V 719 1943
 BB0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0105+STABILITY: SURFACE MOTION
 BB0105
 BB0105  HISTORY     - Date     Condition        Report By
 BB0105  HISTORY     - 1943     MONUMENTED       CGS
 BB0105  HISTORY     - 1958     GOOD             NGS
 BB0105
 BB0105                          STATION DESCRIPTION
 BB0105
 BB0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0105'2.1 MI NW FROM CASA PIEDRA.
 BB0105'ABOUT 2.1 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0105'CASA PIEDRA, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 35 FEET
 BB0105'NORTH OF THE NORTH END OF A CONCRETE CATTLE GUARD, 15 FEET WEST OF A
 BB0105'WOVEN WIRE FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 BB0105'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0400 ***********************************************************************
 CU0400  DESIGNATION -  V 72
 CU0400  PID         -  CU0400
 CU0400  STATE/COUNTY-  TX/SCURRY
 CU0400  USGS QUAD   -  INADALE NW (1969)
 CU0400
 CU0400                         *CURRENT SURVEY CONTROL
 CU0400  ___________________________________________________________________
 CU0400* NAD 83(1986)-  32 37 50.     (N)    100 44 43.     (W)     SCALED    
 CU0400* NAVD 88     -       738.468  (meters)    2422.79   (feet)  ADJUSTED  
 CU0400  ___________________________________________________________________
 CU0400  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CU0400  DYNAMIC HT  -         737.478 (meters)    2419.54  (feet)  COMP
 CU0400  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 CU0400
 CU0400  VERT ORDER  -  FIRST     CLASS II
 CU0400
 CU0400.The horizontal coordinates were scaled from a topographic map and have
 CU0400.an estimated accuracy of +/- 6 seconds.
 CU0400
 CU0400.The orthometric height was determined by differential leveling
 CU0400.and adjusted by the National Geodetic Survey in June 1991..
 CU0400
 CU0400.The geoid height was determined by GEOID03.
 CU0400
 CU0400.The dynamic height is computed by dividing the NAVD 88
 CU0400.geopotential number by the normal gravity value computed on the
 CU0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0400.degrees latitude (g = 980.6199 gals.).
 CU0400
 CU0400.The modeled gravity was interpolated from observed gravity values.
 CU0400
 CU0400;                    North         East    Units  Estimated Accuracy
 CU0400;SPC TXNC     - 2,109,140.      389,340.      MT  (+/- 180 meters Scaled)
 CU0400
 CU0400                          SUPERSEDED SURVEY CONTROL
 CU0400
 CU0400  NGVD 29 (??/??/92)  738.176  (m)         2421.83   (f) ADJ UNCH    1 2
 CU0400
 CU0400.Superseded values are not recommended for survey control.
 CU0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0400.See file dsdata.txt to determine how the superseded data were derived.
 CU0400
 CU0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB362116(NAD 83)
 CU0400_MARKER: DB = BENCH MARK DISK
 CU0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0400_STAMPING: 2421.832 V 72 1931
 CU0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0400+STABILITY: SURFACE MOTION
 CU0400
 CU0400  HISTORY     - Date     Condition        Report By
 CU0400  HISTORY     - 1931     MONUMENTED       CGS
 CU0400  HISTORY     - 1948     GOOD             NGS
 CU0400  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0400
 CU0400                          STATION DESCRIPTION
 CU0400
 CU0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CU0400'1.0 MI S FROM HERMLEIGH.
 CU0400'1.0 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0400'HERMLEIGH, SCURRY COUNTY, NEAR THE POINT WHERE THE MAIN ROAD TURNS
 CU0400'WEST FROM THE TRACK, ABOUT 0.2 MILE SOUTH OF BRIDGE 769A, 30 FEET
 CU0400'SOUTH OF A CROSSROAD, 50 FEET WEST OF THE TRACK, 15 FEET SOUTH OF A
 CU0400'FENCE CORNER, NEAR THE FENCE LINE, AND SET IN THE TOP OF A CONCRETE
 CU0400'POST PROJECTING ABOUT 7 INCHES ABOVE GROUND.
 CU0400
 CU0400                          STATION RECOVERY (1982)
 CU0400
 CU0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0269 ***********************************************************************
 BO0269  DESIGNATION -  V 721
 BO0269  PID         -  BO0269
 BO0269  STATE/COUNTY-  TX/VAL VERDE
 BO0269  USGS QUAD   -  JUNO (1970)
 BO0269
 BO0269                         *CURRENT SURVEY CONTROL
 BO0269  ___________________________________________________________________
 BO0269* NAD 83(1986)-  30 10 39.     (N)    101 05 18.     (W)     SCALED    
 BO0269* NAVD 88     -       525.420  (meters)    1723.82   (feet)  ADJUSTED  
 BO0269  ___________________________________________________________________
 BO0269  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 BO0269  DYNAMIC HT  -         524.641 (meters)    1721.26  (feet)  COMP
 BO0269  MODELED GRAV-     979,144.7   (mgal)                       NAVD 88
 BO0269
 BO0269  VERT ORDER  -  SECOND    CLASS 0
 BO0269
 BO0269.The horizontal coordinates were scaled from a topographic map and have
 BO0269.an estimated accuracy of +/- 6 seconds.
 BO0269
 BO0269.The orthometric height was determined by differential leveling
 BO0269.and adjusted by the National Geodetic Survey in June 1991..
 BO0269
 BO0269.The geoid height was determined by GEOID03.
 BO0269
 BO0269.The dynamic height is computed by dividing the NAVD 88
 BO0269.geopotential number by the normal gravity value computed on the
 BO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0269.degrees latitude (g = 980.6199 gals.).
 BO0269
 BO0269.The modeled gravity was interpolated from observed gravity values.
 BO0269
 BO0269;                    North         East    Units  Estimated Accuracy
 BO0269;SPC TXSC     - 4,261,600.      398,880.      MT  (+/- 180 meters Scaled)
 BO0269
 BO0269                          SUPERSEDED SURVEY CONTROL
 BO0269
 BO0269  NGVD 29 (??/??/92)  525.291  (m)         1723.39   (f) ADJ UNCH    2 0
 BO0269
 BO0269.Superseded values are not recommended for survey control.
 BO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0269.See file dsdata.txt to determine how the superseded data were derived.
 BO0269
 BO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU989402(NAD 83)
 BO0269_MARKER: DB = BENCH MARK DISK
 BO0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0269_STAMPING: V 721 1942
 BO0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0269+STABILITY: SURFACE MOTION
 BO0269
 BO0269  HISTORY     - Date     Condition        Report By
 BO0269  HISTORY     - 1942     MONUMENTED       CGS
 BO0269  HISTORY     - 1971     MARK NOT FOUND   NGS
 BO0269
 BO0269                          STATION DESCRIPTION
 BO0269
 BO0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0269'2.0 MI NE FROM JUNO.
 BO0269'THIS MARK IS ABOUT 2.0 MILES NORTHEAST ALONG THE ROAD TO SONORA FROM
 BO0269'THE POST OFFICE AT JUNO, VAL VERDE COUNTY, 29.0 FEET NORTHWEST OF THE
 BO0269'CENTER LINE OF THE ROAD, 5.0 FEET SOUTHEAST OF A FENCE RUNNING
 BO0269'PARALLEL WITH THE ROAD, 46.0 FEET SOUTHWEST OF A TELEPHONE POLE.
 BO0269'NOTE-- GRADING DONE IN AREA.
 BO0269
 BO0269                          STATION RECOVERY (1971)
 BO0269
 BO0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0359 ***********************************************************************
 BO0359  DESIGNATION -  V 723
 BO0359  PID         -  BO0359
 BO0359  STATE/COUNTY-  TX/PECOS
 BO0359  USGS QUAD   -  SHEFFIELD (1967)
 BO0359
 BO0359                         *CURRENT SURVEY CONTROL
 BO0359  ___________________________________________________________________
 BO0359* NAD 83(1986)-  30 40 21.     (N)    101 50 50.     (W)     SCALED    
 BO0359* NAVD 88     -       679.043  (meters)    2227.83   (feet)  ADJUSTED  
 BO0359  ___________________________________________________________________
 BO0359  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 BO0359  DYNAMIC HT  -         678.048 (meters)    2224.56  (feet)  COMP
 BO0359  MODELED GRAV-     979,154.6   (mgal)                       NAVD 88
 BO0359
 BO0359  VERT ORDER  -  SECOND    CLASS 0
 BO0359
 BO0359.The horizontal coordinates were scaled from a topographic map and have
 BO0359.an estimated accuracy of +/- 6 seconds.
 BO0359
 BO0359.The orthometric height was determined by differential leveling
 BO0359.and adjusted by the National Geodetic Survey in June 1991..
 BO0359
 BO0359.The geoid height was determined by GEOID03.
 BO0359
 BO0359.The dynamic height is computed by dividing the NAVD 88
 BO0359.geopotential number by the normal gravity value computed on the
 BO0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0359.degrees latitude (g = 980.6199 gals.).
 BO0359
 BO0359.The modeled gravity was interpolated from observed gravity values.
 BO0359
 BO0359;                    North         East    Units  Estimated Accuracy
 BO0359;SPC TX C     - 3,112,490.      554,950.      MT  (+/- 180 meters Scaled)
 BO0359
 BO0359                          SUPERSEDED SURVEY CONTROL
 BO0359
 BO0359  NGVD 29 (??/??/92)  678.817  (m)         2227.09   (f) ADJ UNCH    2 0
 BO0359
 BO0359.Superseded values are not recommended for survey control.
 BO0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0359.See file dsdata.txt to determine how the superseded data were derived.
 BO0359
 BO0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU272967(NAD 83)
 BO0359_MARKER: DB = BENCH MARK DISK
 BO0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0359_STAMPING: V 723 1942
 BO0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0359+STABILITY: SURFACE MOTION
 BO0359
 BO0359  HISTORY     - Date     Condition        Report By
 BO0359  HISTORY     - 1942     MONUMENTED       CGS
 BO0359  HISTORY     - 1958     GOOD             NGS
 BO0359
 BO0359                          STATION DESCRIPTION
 BO0359
 BO0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0359'2.05 MI SW FROM SHEFFIELD.
 BO0359'ABOUT 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY 349 FROM THE POST
 BO0359'OFFICE AT SHEFFIELD, 58 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BO0359'HIGHWAY, 29 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 BO0359'LEADING SOUTHEAST, 20 1/2 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 BO0359'PIPE CATTLE GUARD, 3 FEET WEST OF A TEE FENCE CORNER, 2 1/2 FEET
 BO0359'NORTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST,
 BO0359'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 BO0359'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0319 ***********************************************************************
 BO0319  DESIGNATION -  V 724
 BO0319  PID         -  BO0319
 BO0319  STATE/COUNTY-  TX/TERRELL
 BO0319  USGS QUAD   -  OASIS RANCH (1980)
 BO0319
 BO0319                         *CURRENT SURVEY CONTROL
 BO0319  ___________________________________________________________________
 BO0319* NAD 83(1986)-  30 25 27.     (N)    101 51 52.     (W)     SCALED    
 BO0319* NAVD 88     -       647.314  (meters)    2123.73   (feet)  ADJUSTED  
 BO0319  ___________________________________________________________________
 BO0319  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BO0319  DYNAMIC HT  -         646.360 (meters)    2120.60  (feet)  COMP
 BO0319  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 BO0319
 BO0319  VERT ORDER  -  SECOND    CLASS 0
 BO0319
 BO0319.The horizontal coordinates were scaled from a topographic map and have
 BO0319.an estimated accuracy of +/- 6 seconds.
 BO0319
 BO0319.The orthometric height was determined by differential leveling
 BO0319.and adjusted by the National Geodetic Survey in June 1991..
 BO0319
 BO0319.The geoid height was determined by GEOID03.
 BO0319
 BO0319.The dynamic height is computed by dividing the NAVD 88
 BO0319.geopotential number by the normal gravity value computed on the
 BO0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0319.degrees latitude (g = 980.6199 gals.).
 BO0319
 BO0319.The modeled gravity was interpolated from observed gravity values.
 BO0319
 BO0319;                    North         East    Units  Estimated Accuracy
 BO0319;SPC TXSC     - 4,290,520.      324,820.      MT  (+/- 180 meters Scaled)
 BO0319
 BO0319                          SUPERSEDED SURVEY CONTROL
 BO0319
 BO0319  NGVD 29 (??/??/92)  647.097  (m)         2123.02   (f) ADJ UNCH    2 0
 BO0319
 BO0319.Superseded values are not recommended for survey control.
 BO0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0319.See file dsdata.txt to determine how the superseded data were derived.
 BO0319
 BO0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU248692(NAD 83)
 BO0319_MARKER: DB = BENCH MARK DISK
 BO0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0319_STAMPING: V 724 1942
 BO0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0319+STABILITY: SURFACE MOTION
 BO0319
 BO0319  HISTORY     - Date     Condition        Report By
 BO0319  HISTORY     - 1942     MONUMENTED       CGS
 BO0319  HISTORY     - 1958     GOOD             NGS
 BO0319
 BO0319                          STATION DESCRIPTION
 BO0319
 BO0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0319'26.05 MI S FROM SHEFFIELD.
 BO0319'ABOUT 26.05 MILES ALONG STATE HIGHWAY 349 FROM THE POST OFFICE AT
 BO0319'SHEFFIELD, 290 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 448 FEET
 BO0319'NORTHWEST OF THE CENTER OF THE CROSSING OF THE OLD HIGHWAY, ABOUT 0.2
 BO0319'MILE SOUTHWEST OF A CATTLE GUARD AND FENCE ACROSS THE OLD HIGHWAY, 2
 BO0319'1/2 POWER POLES SOUTHWEST OF A TRANSFORMER POLE WITH LINE LEADING
 BO0319'SOUTHEAST, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 1
 BO0319'1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BO0319'CONCRETE POST PROJECTING 10 INCHES.  NOTE-- THIS MARK IS ABOUT 1.0
 BO0319'MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM B. M. U 724.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0099 ***********************************************************************
 BP0099  DESIGNATION -  V 725
 BP0099  PID         -  BP0099
 BP0099  STATE/COUNTY-  TX/TERRELL
 BP0099  USGS QUAD   -  DRYDEN NE (1969)
 BP0099
 BP0099                         *CURRENT SURVEY CONTROL
 BP0099  ___________________________________________________________________
 BP0099* NAD 83(1986)-  30 11 03.     (N)    102 03 30.     (W)     SCALED    
 BP0099* NAVD 88     -       652.912  (meters)    2142.10   (feet)  ADJUSTED  
 BP0099  ___________________________________________________________________
 BP0099  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BP0099  DYNAMIC HT  -         651.929 (meters)    2138.87  (feet)  COMP
 BP0099  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 BP0099
 BP0099  VERT ORDER  -  SECOND    CLASS 0
 BP0099
 BP0099.The horizontal coordinates were scaled from a topographic map and have
 BP0099.an estimated accuracy of +/- 6 seconds.
 BP0099
 BP0099.The orthometric height was determined by differential leveling
 BP0099.and adjusted by the National Geodetic Survey in June 1991..
 BP0099
 BP0099.The geoid height was determined by GEOID03.
 BP0099
 BP0099.The dynamic height is computed by dividing the NAVD 88
 BP0099.geopotential number by the normal gravity value computed on the
 BP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0099.degrees latitude (g = 980.6199 gals.).
 BP0099
 BP0099.The modeled gravity was interpolated from observed gravity values.
 BP0099
 BP0099;                    North         East    Units  Estimated Accuracy
 BP0099;SPC TXSC     - 4,264,400.      305,500.      MT  (+/- 180 meters Scaled)
 BP0099
 BP0099                          SUPERSEDED SURVEY CONTROL
 BP0099
 BP0099  NGVD 29 (??/??/92)  652.707  (m)         2141.42   (f) ADJ UNCH    2 0
 BP0099
 BP0099.Superseded values are not recommended for survey control.
 BP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0099.See file dsdata.txt to determine how the superseded data were derived.
 BP0099
 BP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP832428(NAD 83)
 BP0099_MARKER: DB = BENCH MARK DISK
 BP0099_SETTING: 66 = SET IN ROCK OUTCROP
 BP0099_SP_SET: ROCK OUTCROP
 BP0099_STAMPING: V 725 1942
 BP0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0099+STABILITY: POSITION/ELEVATION WELL
 BP0099
 BP0099  HISTORY     - Date     Condition        Report By
 BP0099  HISTORY     - 1942     MONUMENTED       CGS
 BP0099  HISTORY     - 1958     GOOD             NGS
 BP0099
 BP0099                          STATION DESCRIPTION
 BP0099
 BP0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0099'10.3 MI N FROM DRYDEN.
 BP0099'ABOUT 8.7 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0099'ORLEANS RAILROAD STATION AT DRYDEN, THENCE 1.6 MILES NORTH ALONG THE
 BP0099'OLD HIGHWAY, IN THE TOP OF A FLAT ROCK OUTCROP WHICH IS FLUSH WITH THE
 BP0099'GROUND, 31 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 0.7
 BP0099'MILE WEST-NORTHWEST OF A WINDMILL ON A HILL, 70 FEET SOUTH OF THE
 BP0099'SOUTH EDGE OF A WIDE SHALLOW WASH, AND NEAR A WHITE BM PAINTED ON A
 BP0099'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0396 ***********************************************************************
 CC0396  DESIGNATION -  V 726
 CC0396  PID         -  CC0396
 CC0396  STATE/COUNTY-  TX/REEVES
 CC0396  USGS QUAD   -  TOYAH NW (1970)
 CC0396
 CC0396                         *CURRENT SURVEY CONTROL
 CC0396  ___________________________________________________________________
 CC0396* NAD 83(1986)-  31 26 41.     (N)    103 55 09.     (W)     SCALED    
 CC0396* NAVD 88     -       933.502  (meters)    3062.66   (feet)  ADJUSTED  
 CC0396  ___________________________________________________________________
 CC0396  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CC0396  DYNAMIC HT  -         932.108 (meters)    3058.09  (feet)  COMP
 CC0396  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 CC0396
 CC0396  VERT ORDER  -  SECOND    CLASS 0
 CC0396
 CC0396.The horizontal coordinates were scaled from a topographic map and have
 CC0396.an estimated accuracy of +/- 6 seconds.
 CC0396
 CC0396.The orthometric height was determined by differential leveling
 CC0396.and adjusted by the National Geodetic Survey in June 1991..
 CC0396
 CC0396.The geoid height was determined by GEOID03.
 CC0396
 CC0396.The dynamic height is computed by dividing the NAVD 88
 CC0396.geopotential number by the normal gravity value computed on the
 CC0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0396.degrees latitude (g = 980.6199 gals.).
 CC0396
 CC0396.The modeled gravity was interpolated from observed gravity values.
 CC0396
 CC0396;                    North         East    Units  Estimated Accuracy
 CC0396;SPC TX C     - 3,202,600.      359,230.      MT  (+/- 180 meters Scaled)
 CC0396
 CC0396                          SUPERSEDED SURVEY CONTROL
 CC0396
 CC0396  NGVD 29 (??/??/92)  933.115  (m)         3061.39   (f) ADJ UNCH    2 0
 CC0396
 CC0396.Superseded values are not recommended for survey control.
 CC0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0396.See file dsdata.txt to determine how the superseded data were derived.
 CC0396
 CC0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ027793(NAD 83)
 CC0396_MARKER: DB = BENCH MARK DISK
 CC0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0396_STAMPING: V 726 1942
 CC0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0396+STABILITY: SURFACE MOTION
 CC0396
 CC0396  HISTORY     - Date     Condition        Report By
 CC0396  HISTORY     - 1942     MONUMENTED       CGS
 CC0396  HISTORY     - 1958     GOOD             NGS
 CC0396
 CC0396                          STATION DESCRIPTION
 CC0396
 CC0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0396'13.15 MI NW FROM TOYAH.
 CC0396'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0396'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 4.2 MILES
 CC0396'NORTHWEST ALONG A DIRT ROAD.  41 FEET NORTHEAST OF THE CENTER LINE OF
 CC0396'THE ROAD, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CC0396'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CC0396'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0132 ***********************************************************************
 CD0132  DESIGNATION -  V 728
 CD0132  PID         -  CD0132
 CD0132  STATE/COUNTY-  TX/CULBERSON
 CD0132  USGS QUAD   -  BORACHO (1970)
 CD0132
 CD0132                         *CURRENT SURVEY CONTROL
 CD0132  ___________________________________________________________________
 CD0132* NAD 83(1986)-  31 03 46.     (N)    104 23 24.     (W)     SCALED    
 CD0132* NAVD 88     -      1374.719  (meters)    4510.22   (feet)  ADJUSTED  
 CD0132  ___________________________________________________________________
 CD0132  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CD0132  DYNAMIC HT  -        1372.563 (meters)    4503.15  (feet)  COMP
 CD0132  MODELED GRAV-     979,023.1   (mgal)                       NAVD 88
 CD0132
 CD0132  VERT ORDER  -  SECOND    CLASS 0
 CD0132
 CD0132.The horizontal coordinates were scaled from a topographic map and have
 CD0132.an estimated accuracy of +/- 6 seconds.
 CD0132
 CD0132.The orthometric height was determined by differential leveling
 CD0132.and adjusted by the National Geodetic Survey in June 1991..
 CD0132
 CD0132.The geoid height was determined by GEOID03.
 CD0132
 CD0132.The dynamic height is computed by dividing the NAVD 88
 CD0132.geopotential number by the normal gravity value computed on the
 CD0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0132.degrees latitude (g = 980.6199 gals.).
 CD0132
 CD0132.The modeled gravity was interpolated from observed gravity values.
 CD0132
 CD0132;                    North         East    Units  Estimated Accuracy
 CD0132;SPC TX C     - 3,161,820.      312,960.      MT  (+/- 180 meters Scaled)
 CD0132
 CD0132                          SUPERSEDED SURVEY CONTROL
 CD0132
 CD0132  NGVD 29 (??/??/92) 1374.191  (m)         4508.49   (f) ADJ UNCH    2 0
 CD0132
 CD0132.Superseded values are not recommended for survey control.
 CD0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0132.See file dsdata.txt to determine how the superseded data were derived.
 CD0132
 CD0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ581367(NAD 83)
 CD0132_MARKER: DB = BENCH MARK DISK
 CD0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0132_STAMPING: V 728 1942
 CD0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0132+STABILITY: SURFACE MOTION
 CD0132
 CD0132  HISTORY     - Date     Condition        Report By
 CD0132  HISTORY     - 1942     MONUMENTED       CGS
 CD0132  HISTORY     - 1958     GOOD             NGS
 CD0132
 CD0132                          STATION DESCRIPTION
 CD0132
 CD0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0132'1.0 MI S FROM BORACHO.
 CD0132'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 CD0132'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 0.65 MILE SOUTH
 CD0132'ALONG A VERY POOR DIRT ROAD.  26 FEET EAST OF THE CENTER LINE OF THE
 CD0132'ROAD, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CD0132'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0043 ***********************************************************************
 BQ0043  DESIGNATION -  V 729
 BQ0043  PID         -  BQ0043
 BQ0043  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0043  USGS QUAD   -  BOGGY DRAW (1978)
 BQ0043
 BQ0043                         *CURRENT SURVEY CONTROL
 BQ0043  ___________________________________________________________________
 BQ0043* NAD 83(1986)-  30 47 22.     (N)    104 28 06.     (W)     SCALED    
 BQ0043* NAVD 88     -      1337.604  (meters)    4388.46   (feet)  ADJUSTED  
 BQ0043  ___________________________________________________________________
 BQ0043  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BQ0043  DYNAMIC HT  -        1335.444 (meters)    4381.37  (feet)  COMP
 BQ0043  MODELED GRAV-     978,980.0   (mgal)                       NAVD 88
 BQ0043
 BQ0043  VERT ORDER  -  SECOND    CLASS 0
 BQ0043
 BQ0043.The horizontal coordinates were scaled from a topographic map and have
 BQ0043.an estimated accuracy of +/- 6 seconds.
 BQ0043
 BQ0043.The orthometric height was determined by differential leveling
 BQ0043.and adjusted by the National Geodetic Survey in June 1991..
 BQ0043
 BQ0043.The geoid height was determined by GEOID03.
 BQ0043
 BQ0043.The dynamic height is computed by dividing the NAVD 88
 BQ0043.geopotential number by the normal gravity value computed on the
 BQ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0043.degrees latitude (g = 980.6199 gals.).
 BQ0043
 BQ0043.The modeled gravity was interpolated from observed gravity values.
 BQ0043
 BQ0043;                    North         East    Units  Estimated Accuracy
 BQ0043;SPC TX C     - 3,131,820.      304,360.      MT  (+/- 180 meters Scaled)
 BQ0043
 BQ0043                          SUPERSEDED SURVEY CONTROL
 BQ0043
 BQ0043  NGVD 29 (??/??/92) 1337.036  (m)         4386.59   (f) ADJ UNCH    2 0
 BQ0043
 BQ0043.Superseded values are not recommended for survey control.
 BQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0043.See file dsdata.txt to determine how the superseded data were derived.
 BQ0043
 BQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ508063(NAD 83)
 BQ0043_MARKER: DB = BENCH MARK DISK
 BQ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0043_STAMPING: V 729 1942
 BQ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0043+STABILITY: SURFACE MOTION
 BQ0043
 BQ0043  HISTORY     - Date     Condition        Report By
 BQ0043  HISTORY     - 1942     MONUMENTED       CGS
 BQ0043  HISTORY     - 1958     GOOD             NGS
 BQ0043
 BQ0043                          STATION DESCRIPTION
 BQ0043
 BQ0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0043'15.75 MI N FROM VALENTINE.
 BQ0043'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0043'THE STATION AT VALENTINE, THENCE 15.55 MILES NORTH ALONG A DIRT ROAD.
 BQ0043'49 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.05 MILE SOUTH OF
 BQ0043'A DIKE ACROSS THE ROAD, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 BQ0043'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 BQ0043'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0491 ***********************************************************************
 CT0491  DESIGNATION -  V 73
 CT0491  PID         -  CT0491
 CT0491  STATE/COUNTY-  TX/COLEMAN
 CT0491  USGS QUAD   -  GOLDSBORO (1967)
 CT0491
 CT0491                         *CURRENT SURVEY CONTROL
 CT0491  ___________________________________________________________________
 CT0491* NAD 83(1986)-  32 03 40.     (N)    099 40 55.     (W)     SCALED    
 CT0491* NAVD 88     -       592.845  (meters)    1945.03   (feet)  ADJUSTED  
 CT0491  ___________________________________________________________________
 CT0491  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CT0491  DYNAMIC HT  -         592.066 (meters)    1942.47  (feet)  COMP
 CT0491  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 CT0491
 CT0491  VERT ORDER  -  FIRST     CLASS II
 CT0491
 CT0491.The horizontal coordinates were scaled from a topographic map and have
 CT0491.an estimated accuracy of +/- 6 seconds.
 CT0491
 CT0491.The orthometric height was determined by differential leveling
 CT0491.and adjusted by the National Geodetic Survey in June 1991..
 CT0491
 CT0491.The geoid height was determined by GEOID03.
 CT0491
 CT0491.The dynamic height is computed by dividing the NAVD 88
 CT0491.geopotential number by the normal gravity value computed on the
 CT0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0491.degrees latitude (g = 980.6199 gals.).
 CT0491
 CT0491.The modeled gravity was interpolated from observed gravity values.
 CT0491
 CT0491;                    North         East    Units  Estimated Accuracy
 CT0491;SPC TX C     - 3,265,630.      761,510.      MT  (+/- 180 meters Scaled)
 CT0491
 CT0491                          SUPERSEDED SURVEY CONTROL
 CT0491
 CT0491  NGVD 29 (??/??/92)  592.675  (m)         1944.47   (f) ADJ UNCH    1 2
 CT0491
 CT0491.Superseded values are not recommended for survey control.
 CT0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0491.See file dsdata.txt to determine how the superseded data were derived.
 CT0491
 CT0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA356474(NAD 83)
 CT0491_MARKER: DB = BENCH MARK DISK
 CT0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0491_STAMPING: 1944.468 V 73 1931
 CT0491_MARK LOGO: CGS   
 CT0491_PROJECTION: PROJECTING 15 CENTIMETERS
 CT0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0491+STABILITY: SURFACE MOTION
 CT0491
 CT0491  HISTORY     - Date     Condition        Report By
 CT0491  HISTORY     - 1931     MONUMENTED       CGS
 CT0491  HISTORY     - 1982     GOOD             NGS
 CT0491
 CT0491                          STATION DESCRIPTION
 CT0491
 CT0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CT0491'IN GOLDSBORO.
 CT0491'AT GOLDSBORO, COLEMAN COUNTY, AT THE GULF, COLORADO AND SANTA FE
 CT0491'RAILWAY STATION, 3 POLES SOUTH OF MILEPOST 403, 70 FEET NORTH OF A
 CT0491'ROAD CROSSING, 70 FEET WEST OF U.S. HIGHWAY 84, AND 20 FEET EAST OF
 CT0491'THE TRACK.  A STANDARD DISK, STAMPED 1944.468 V 73 1931 AND SET IN THE
 CT0491'TOP OF A CONCRETE POST.
 CT0491
 CT0491                          STATION RECOVERY (1982)
 CT0491
 CT0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0491'10.1 KM (6.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0491'JUNCTION WITH FARM ROAD 604 IN LAWN, 33.5 METERS (109.9 FT)
 CT0491'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23.5 METERS (77.1 FT)
 CT0491'NORTH-NORTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING WEST TO
 CT0491'GOLDSBORO, 8.7 METERS (28.5 FT) EAST-NORTHEAST OF THE NEAR RAIL OF THE
 CT0491'ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 2.6 METERS (8.5 FT)
 CT0491'NORTH-NORTHWEST OF A UTILITY POLE.  NOTE=THIS MARK IS LEANING TO THE
 CT0491'NORTH BUT IS STILL SOLID IN THE GROUND.
 CT0491'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CT0491'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0167 ***********************************************************************
 BQ0167  DESIGNATION -  V 730
 BQ0167  PID         -  BQ0167
 BQ0167  STATE/COUNTY-  TX/PRESIDIO
 BQ0167  USGS QUAD   -  NANCY ANNE RANCH (1979)
 BQ0167
 BQ0167                         *CURRENT SURVEY CONTROL
 BQ0167  ___________________________________________________________________
 BQ0167* NAD 83(1986)-  30 28 22.     (N)    104 30 55.     (W)     SCALED    
 BQ0167* NAVD 88     -      1350.228  (meters)    4429.87   (feet)  POSTED    
 BQ0167  ___________________________________________________________________
 BQ0167  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 BQ0167  DYNAMIC HT  -        1347.990 (meters)    4422.53  (feet)  COMP
 BQ0167  MODELED GRAV-     978,935.0   (mgal)                       NAVD 88
 BQ0167
 BQ0167  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0167
 BQ0167.The horizontal coordinates were scaled from a topographic map and have
 BQ0167.an estimated accuracy of +/- 6 seconds.
 BQ0167
 BQ0167.The orthometric height was determined by differential leveling
 BQ0167.and adjusted by the National Geodetic Survey in 1992..
 BQ0167.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0167.rate of 1.1 thru 2.0 mm/km.
 BQ0167
 BQ0167.The geoid height was determined by GEOID03.
 BQ0167
 BQ0167.The dynamic height is computed by dividing the NAVD 88
 BQ0167.geopotential number by the normal gravity value computed on the
 BQ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0167.degrees latitude (g = 980.6199 gals.).
 BQ0167
 BQ0167.The modeled gravity was interpolated from observed gravity values.
 BQ0167
 BQ0167;                    North         East    Units  Estimated Accuracy
 BQ0167;SPC TXSC     - 4,305,030.       70,560.      MT  (+/- 180 meters Scaled)
 BQ0167
 BQ0167                          SUPERSEDED SURVEY CONTROL
 BQ0167
 BQ0167  NGVD 29 (??/??/92) 1349.654  (m)         4427.99   (f) ADJ UNCH    2 0
 BQ0167
 BQ0167.Superseded values are not recommended for survey control.
 BQ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0167.See file dsdata.txt to determine how the superseded data were derived.
 BQ0167
 BQ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP465712(NAD 83)
 BQ0167_MARKER: DB = BENCH MARK DISK
 BQ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0167_STAMPING: V 730 1943
 BQ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0167+STABILITY: SURFACE MOTION
 BQ0167
 BQ0167  HISTORY     - Date     Condition        Report By
 BQ0167  HISTORY     - 1943     MONUMENTED       CGS
 BQ0167
 BQ0167                          STATION DESCRIPTION
 BQ0167
 BQ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0167'8.9 MI S FROM VALENTINE.
 BQ0167'THIS MARK IS 8.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH FROM
 BQ0167'THE POST OFFICE AT VALENTINE, 0.2 MILE SOUTH OF A ROAD RUNNING WEST TO
 BQ0167'A RANCH HOUSE, 28.5 FEET EAST OF THE CENTERLINE OF  THE ROAD,
 BQ0167'PROJECTING 6-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0195 ***********************************************************************
 BQ0195  DESIGNATION -  V 731
 BQ0195  PID         -  BQ0195
 BQ0195  STATE/COUNTY-  TX/PRESIDIO
 BQ0195  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0195
 BQ0195                         *CURRENT SURVEY CONTROL
 BQ0195  ___________________________________________________________________
 BQ0195* NAD 83(1986)-  30 13 07.     (N)    104 37 23.     (W)     SCALED    
 BQ0195* NAVD 88     -       955.360  (meters)    3134.38   (feet)  POSTED    
 BQ0195  ___________________________________________________________________
 BQ0195  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 BQ0195  DYNAMIC HT  -         953.830 (meters)    3129.36  (feet)  COMP
 BQ0195  MODELED GRAV-     979,008.5   (mgal)                       NAVD 88
 BQ0195
 BQ0195  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0195
 BQ0195.The horizontal coordinates were scaled from a topographic map and have
 BQ0195.an estimated accuracy of +/- 6 seconds.
 BQ0195
 BQ0195.The orthometric height was determined by differential leveling
 BQ0195.and adjusted by the National Geodetic Survey in 1992..
 BQ0195.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0195.rate of 1.1 thru 2.0 mm/km.
 BQ0195
 BQ0195.The geoid height was determined by GEOID03.
 BQ0195
 BQ0195.The dynamic height is computed by dividing the NAVD 88
 BQ0195.geopotential number by the normal gravity value computed on the
 BQ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0195.degrees latitude (g = 980.6199 gals.).
 BQ0195
 BQ0195.The modeled gravity was interpolated from observed gravity values.
 BQ0195
 BQ0195;                    North         East    Units  Estimated Accuracy
 BQ0195;SPC TXSC     - 4,277,370.       58,860.      MT  (+/- 180 meters Scaled)
 BQ0195
 BQ0195                          SUPERSEDED SURVEY CONTROL
 BQ0195
 BQ0195  NGVD 29 (??/??/92)  954.875  (m)         3132.79   (f) ADJ UNCH    2 0
 BQ0195
 BQ0195.Superseded values are not recommended for survey control.
 BQ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0195.See file dsdata.txt to determine how the superseded data were derived.
 BQ0195
 BQ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP362430(NAD 83)
 BQ0195_MARKER: DB = BENCH MARK DISK
 BQ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0195_STAMPING: V 731 1943
 BQ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0195+STABILITY: SURFACE MOTION
 BQ0195
 BQ0195  HISTORY     - Date     Condition        Report By
 BQ0195  HISTORY     - 1943     MONUMENTED       CGS
 BQ0195
 BQ0195                          STATION DESCRIPTION
 BQ0195
 BQ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0195'8.6 MI NW FROM CANDELARIA.
 BQ0195'THIS MARK IS 8.6 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0195'THE SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 105.0 FEET SOUTH OF
 BQ0195'THE SOUTH SIDE OF AN ABANDON ROCK BUNGALOW, 51.0 FEET SOUTH OF THE
 BQ0195'CENTERLINE OF THE ROAD AT A POINT WHERE THE ROAD MAKES A 110 DEGREE
 BQ0195'CURVE AROUND A PROMINENT MESA, THE MARK IS AT THE EAST END OF THE
 BQ0195'CURVE, OR ON THE EAST SIDE OF THE MESA, PROJECTING 6-INCHES ABOVE THE
 BQ0195'GROUND, 2.0 FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0191 ***********************************************************************
 BB0191  DESIGNATION -  V 732
 BB0191  PID         -  BB0191
 BB0191  STATE/COUNTY-  TX/PRESIDIO
 BB0191  USGS QUAD   -  LAS CONCHAS (1980)
 BB0191
 BB0191                         *CURRENT SURVEY CONTROL
 BB0191  ___________________________________________________________________
 BB0191* NAD 83(1986)-  29 56 05.     (N)    104 40 03.     (W)     SCALED    
 BB0191* NAVD 88     -       844.754  (meters)    2771.50   (feet)  POSTED    
 BB0191  ___________________________________________________________________
 BB0191  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BB0191  DYNAMIC HT  -         843.380 (meters)    2766.99  (feet)  COMP
 BB0191  MODELED GRAV-     978,989.4   (mgal)                       NAVD 88
 BB0191
 BB0191  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0191
 BB0191.The horizontal coordinates were scaled from a topographic map and have
 BB0191.an estimated accuracy of +/- 6 seconds.
 BB0191
 BB0191.The orthometric height was determined by differential leveling
 BB0191.and adjusted by the National Geodetic Survey in 1992..
 BB0191.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0191.rate of 1.1 thru 2.0 mm/km.
 BB0191
 BB0191.The geoid height was determined by GEOID03.
 BB0191
 BB0191.The dynamic height is computed by dividing the NAVD 88
 BB0191.geopotential number by the normal gravity value computed on the
 BB0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0191.degrees latitude (g = 980.6199 gals.).
 BB0191
 BB0191.The modeled gravity was interpolated from observed gravity values.
 BB0191
 BB0191;                    North         East    Units  Estimated Accuracy
 BB0191;SPC TXSC     - 4,246,150.       53,070.      MT  (+/- 180 meters Scaled)
 BB0191
 BB0191                          SUPERSEDED SURVEY CONTROL
 BB0191
 BB0191  NGVD 29 (??/??/92)  844.288  (m)         2769.97   (f) ADJ UNCH    2 0
 BB0191
 BB0191.Superseded values are not recommended for survey control.
 BB0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0191.See file dsdata.txt to determine how the superseded data were derived.
 BB0191
 BB0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP320115(NAD 83)
 BB0191_MARKER: DB = BENCH MARK DISK
 BB0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0191_STAMPING: V 732 1943
 BB0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0191+STABILITY: SURFACE MOTION
 BB0191
 BB0191  HISTORY     - Date     Condition        Report By
 BB0191  HISTORY     - 1943     MONUMENTED       CGS
 BB0191  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0191
 BB0191                          STATION DESCRIPTION
 BB0191
 BB0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0191'3.5 MI SE FROM RUIDOSA.
 BB0191'THIS MARK IS 3.5 MILES SOUTHEAST ALONG A DIRT ROAD TO PRESIDIO FROM
 BB0191'THE POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 0.6 MILE SOUTHEAST OF A
 BB0191'ROAD RUNNING EAST, SET ON THE WEST SIDE OF A HILL, 35.0 FEET WEST OF
 BB0191'THE CENTERLINE OF THE ROAD, PROJECTING 5-INCHES ABOVE THE GROUND, 2.0
 BB0191'FEET SOUTH OF A WHITE REFERENCE POST.
 BB0191
 BB0191                          STATION RECOVERY (1966)
 BB0191
 BB0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0028 ***********************************************************************
 CD0028  DESIGNATION -  V 733
 CD0028  PID         -  CD0028
 CD0028  STATE/COUNTY-  TX/CULBERSON
 CD0028  USGS QUAD   -  SCREW BEAN DRAW WEST (1973)
 CD0028
 CD0028                         *CURRENT SURVEY CONTROL
 CD0028  ___________________________________________________________________
 CD0028* NAD 83(1986)-  31 49 48.     (N)    104 12 56.     (W)     SCALED    
 CD0028* NAVD 88     -      1079.744  (meters)    3542.46   (feet)  ADJUSTED  
 CD0028  ___________________________________________________________________
 CD0028  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 CD0028  DYNAMIC HT  -        1078.113 (meters)    3537.11  (feet)  COMP
 CD0028  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 CD0028
 CD0028  VERT ORDER  -  SECOND    CLASS 0
 CD0028
 CD0028.The horizontal coordinates were scaled from a topographic map and have
 CD0028.an estimated accuracy of +/- 6 seconds.
 CD0028
 CD0028.The orthometric height was determined by differential leveling
 CD0028.and adjusted by the National Geodetic Survey in June 1991..
 CD0028
 CD0028.The geoid height was determined by GEOID03.
 CD0028
 CD0028.The dynamic height is computed by dividing the NAVD 88
 CD0028.geopotential number by the normal gravity value computed on the
 CD0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0028.degrees latitude (g = 980.6199 gals.).
 CD0028
 CD0028.The modeled gravity was interpolated from observed gravity values.
 CD0028
 CD0028;                    North         East    Units  Estimated Accuracy
 CD0028;SPC TX C     - 3,246,240.      332,560.      MT  (+/- 180 meters Scaled)
 CD0028
 CD0028                          SUPERSEDED SURVEY CONTROL
 CD0028
 CD0028  NGVD 29 (??/??/92) 1079.233  (m)         3540.78   (f) ADJ UNCH    2 0
 CD0028
 CD0028.Superseded values are not recommended for survey control.
 CD0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0028.See file dsdata.txt to determine how the superseded data were derived.
 CD0028
 CD0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER742218(NAD 83)
 CD0028_MARKER: DB = BENCH MARK DISK
 CD0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0028_STAMPING: V 733 1943
 CD0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0028+STABILITY: SURFACE MOTION
 CD0028
 CD0028  HISTORY     - Date     Condition        Report By
 CD0028  HISTORY     - 1943     MONUMENTED       CGS
 CD0028  HISTORY     - 1973     GOOD             USGS
 CD0028
 CD0028                          STATION DESCRIPTION
 CD0028
 CD0028'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0028'18.5 MI W FROM ORLA.
 CD0028'TO REACH FROM ORLA, TEXAS, GO WEST ON RANCH RD 652 FOR 17 MI TO THE
 CD0028'JCT OF RANCH RD 2185.  THENCE SOUTH 1.2 MI ON 2185 TO AN E-W PIPELINE
 CD0028'AND ROAD.  THENCE EAST 0.3 MI ALONG GRADED RD.  58.2 FEET SOUTH OF
 CD0028'POWER POLE NO. 134-3, 40.0 FEET SOUTH OF THE CENTERLINE OF THE RD, 4.0
 CD0028'FEET SOUTH OF A DITCH, 2.0 FEET EAST OF A WITNESS POST.  A STANDARD
 CD0028'TABLET STAMPED V 733 1943 AND SET IN THE TOP OF A CONCRETE POST
 CD0028'PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0344 ***********************************************************************
 BA0344  DESIGNATION -  V 734
 BA0344  PID         -  BA0344
 BA0344  STATE/COUNTY-  TX/BREWSTER
 BA0344  USGS QUAD   -  DUFF SPRINGS (1983)
 BA0344
 BA0344                         *CURRENT SURVEY CONTROL
 BA0344  ___________________________________________________________________
 BA0344* NAD 83(1986)-  29 52 54.     (N)    103 41 08.     (W)     SCALED    
 BA0344* NAVD 88     -      1172.523  (meters)    3846.85   (feet)  POSTED    
 BA0344  ___________________________________________________________________
 BA0344  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 BA0344  DYNAMIC HT  -        1170.590 (meters)    3840.51  (feet)  COMP
 BA0344  MODELED GRAV-     978,951.7   (mgal)                       NAVD 88
 BA0344
 BA0344  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0344
 BA0344.The horizontal coordinates were scaled from a topographic map and have
 BA0344.an estimated accuracy of +/- 6 seconds.
 BA0344
 BA0344.The orthometric height was determined by differential leveling
 BA0344.and adjusted by the National Geodetic Survey in 1992..
 BA0344.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0344.rate of 2.1 thru 3.0 mm/km.
 BA0344
 BA0344.The geoid height was determined by GEOID03.
 BA0344
 BA0344.The dynamic height is computed by dividing the NAVD 88
 BA0344.geopotential number by the normal gravity value computed on the
 BA0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0344.degrees latitude (g = 980.6199 gals.).
 BA0344
 BA0344.The modeled gravity was interpolated from observed gravity values.
 BA0344
 BA0344;                    North         East    Units  Estimated Accuracy
 BA0344;SPC TXSC     - 4,236,080.      147,540.      MT  (+/- 180 meters Scaled)
 BA0344
 BA0344                          SUPERSEDED SURVEY CONTROL
 BA0344
 BA0344  NGVD 29 (??/??/92) 1172.056  (m)         3845.32   (f) ADJ UNCH    2 0
 BA0344
 BA0344.Superseded values are not recommended for survey control.
 BA0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0344.See file dsdata.txt to determine how the superseded data were derived.
 BA0344
 BA0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP269063(NAD 83)
 BA0344_MARKER: DB = BENCH MARK DISK
 BA0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0344_STAMPING: V 734 1943
 BA0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0344+STABILITY: SURFACE MOTION
 BA0344
 BA0344  HISTORY     - Date     Condition        Report By
 BA0344  HISTORY     - 1943     MONUMENTED       CGS
 BA0344  HISTORY     - 1958     GOOD             NGS
 BA0344
 BA0344                          STATION DESCRIPTION
 BA0344
 BA0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0344'4.15 MI NE FROM O 2 RANCH.
 BA0344'ABOUT 4.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0344'HEADQUARTERS, 58 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0344'0.3 MILE NORTHEAST OF A WASH, 147 FEET NORTHWEST OF A SMALL DIRT
 BA0344'LEVEE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BA0344'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0266 ***********************************************************************
 FM0266  DESIGNATION -  V 735 RESET 1975
 FM0266  PID         -  FM0266
 FM0266  STATE/COUNTY-  TX/OLDHAM
 FM0266  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0266
 FM0266                         *CURRENT SURVEY CONTROL
 FM0266  ___________________________________________________________________
 FM0266* NAD 83(1986)-  35 24 47.     (N)    102 17 04.     (W)     SCALED    
 FM0266* NAVD 88     -      1086.14   (+/-2cm)    3563.4    (feet)  VERTCON   
 FM0266  ___________________________________________________________________
 FM0266  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 FM0266
 FM0266  VERT ORDER  -  THIRD (See Below)
 FM0266
 FM0266.The horizontal coordinates were scaled from a topographic map and have
 FM0266.an estimated accuracy of +/- 6 seconds.
 FM0266
 FM0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0266.The vertical order pertains to the NGVD 29 superseded value.
 FM0266
 FM0266.The geoid height was determined by GEOID03.
 FM0266
 FM0266;                    North         East    Units  Estimated Accuracy
 FM0266;SPC TX N     - 1,157,040.      128,760.      MT  (+/- 180 meters Scaled)
 FM0266
 FM0266                          SUPERSEDED SURVEY CONTROL
 FM0266
 FM0266  NGVD 29 (01/29/03) 1085.65   (m)         3561.8    (f) RESET       3  
 FM0266
 FM0266.Superseded values are not recommended for survey control.
 FM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0266.See file dsdata.txt to determine how the superseded data were derived.
 FM0266
 FM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV465222(NAD 83)
 FM0266_MARKER: DB = BENCH MARK DISK
 FM0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0266_STAMPING: V 735 RESET 1975
 FM0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0266+STABILITY: SURFACE MOTION
 FM0266
 FM0266  HISTORY     - Date     Condition        Report By
 FM0266  HISTORY     - 1975     MONUMENTED       TXHD
 FM0266  HISTORY     - 1976     GOOD             TXHD
 FM0266
 FM0266                          STATION DESCRIPTION
 FM0266
 FM0266'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 FM0266'14.7 MI NE FROM VEGA.
 FM0266'14.7 MILES NORTHEAST OF VEGA, OLDHAM COUNTY, ON U. S. HIGHWAY 385, 1/3
 FM0266'MILE SOUTH WEST OF PARKER CREEK BRIDGE, 89.5 FEET WEST OF U. S. 385
 FM0266'CENTER LINE STATION 773+94.  SET IN A CONCRETE POST PROJECTING 6
 FM0266'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0334 ***********************************************************************
 BA0334  DESIGNATION -  V 738
 BA0334  PID         -  BA0334
 BA0334  STATE/COUNTY-  TX/BREWSTER
 BA0334  USGS QUAD   -  MC KINNEY MOUNTAIN (1983)
 BA0334
 BA0334                         *CURRENT SURVEY CONTROL
 BA0334  ___________________________________________________________________
 BA0334* NAD 83(1986)-  29 47 15.     (N)    103 45 15.     (W)     SCALED    
 BA0334* NAVD 88     -      1118.421  (meters)    3669.35   (feet)  POSTED    
 BA0334  ___________________________________________________________________
 BA0334  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 BA0334  DYNAMIC HT  -        1116.600 (meters)    3663.38  (feet)  COMP
 BA0334  MODELED GRAV-     978,971.5   (mgal)                       NAVD 88
 BA0334
 BA0334  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0334
 BA0334.The horizontal coordinates were scaled from a topographic map and have
 BA0334.an estimated accuracy of +/- 6 seconds.
 BA0334
 BA0334.The orthometric height was determined by differential leveling
 BA0334.and adjusted by the National Geodetic Survey in 1992..
 BA0334.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0334.rate of 2.1 thru 3.0 mm/km.
 BA0334
 BA0334.The geoid height was determined by GEOID03.
 BA0334
 BA0334.The dynamic height is computed by dividing the NAVD 88
 BA0334.geopotential number by the normal gravity value computed on the
 BA0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0334.degrees latitude (g = 980.6199 gals.).
 BA0334
 BA0334.The modeled gravity was interpolated from observed gravity values.
 BA0334
 BA0334;                    North         East    Units  Estimated Accuracy
 BA0334;SPC TXSC     - 4,225,920.      140,490.      MT  (+/- 180 meters Scaled)
 BA0334
 BA0334                          SUPERSEDED SURVEY CONTROL
 BA0334
 BA0334  NGVD 29 (??/??/92) 1118.025  (m)         3668.05   (f) ADJ UNCH    2 0
 BA0334
 BA0334.Superseded values are not recommended for survey control.
 BA0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0334.See file dsdata.txt to determine how the superseded data were derived.
 BA0334
 BA0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN204958(NAD 83)
 BA0334_MARKER: DB = BENCH MARK DISK
 BA0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0334_STAMPING: V 738 1943
 BA0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0334+STABILITY: SURFACE MOTION
 BA0334
 BA0334  HISTORY     - Date     Condition        Report By
 BA0334  HISTORY     - 1934     MONUMENTED       CGS
 BA0334  HISTORY     - 1958     GOOD             NGS
 BA0334  HISTORY     - 1976     GOOD             USGS
 BA0334
 BA0334                          STATION DESCRIPTION
 BA0334
 BA0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0334'5.25 MI SW FROM O 2 RANCH.
 BA0334'ABOUT 4.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0334'HEADQUARTERS TO THE WILSON RANCH BUILDINGS, THENCE ABOUT 1.0 MILE WEST
 BA0334'ALONG A TRACK ROAD.  37 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BA0334'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BA0334
 BA0334                          STATION RECOVERY (1976)
 BA0334
 BA0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0334'ABOUT 4.25 MI. S. ALONG A COUNTY ROAD FROM THE 02 RANCH HEADQUARTERS,
 BA0334'TO THE GREEN VALLEY RANCH BUILDINGS, THENCE ABOUT 1.0 MILE WEST ALONG
 BA0334'A TRACK ROAD, 22 FT. NORTH OF THE CENTER LINE OF THE ROAD, AND IN THE
 BA0334'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0352 ***********************************************************************
 BA0352  DESIGNATION -  V 739
 BA0352  PID         -  BA0352
 BA0352  STATE/COUNTY-  TX/BREWSTER
 BA0352  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0352
 BA0352                         *CURRENT SURVEY CONTROL
 BA0352  ___________________________________________________________________
 BA0352* NAD 83(1986)-  29 55 21.     (N)    103 36 39.     (W)     SCALED    
 BA0352* NAVD 88     -      1219.796  (meters)    4001.95   (feet)  POSTED    
 BA0352  ___________________________________________________________________
 BA0352  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 BA0352  DYNAMIC HT  -        1217.780 (meters)    3995.33  (feet)  COMP
 BA0352  MODELED GRAV-     978,948.1   (mgal)                       NAVD 88
 BA0352
 BA0352  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0352
 BA0352.The horizontal coordinates were scaled from a topographic map and have
 BA0352.an estimated accuracy of +/- 6 seconds.
 BA0352
 BA0352.The orthometric height was determined by differential leveling
 BA0352.and adjusted by the National Geodetic Survey in 1992..
 BA0352.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0352.rate of 2.1 thru 3.0 mm/km.
 BA0352
 BA0352.The geoid height was determined by GEOID03.
 BA0352
 BA0352.The dynamic height is computed by dividing the NAVD 88
 BA0352.geopotential number by the normal gravity value computed on the
 BA0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0352.degrees latitude (g = 980.6199 gals.).
 BA0352
 BA0352.The modeled gravity was interpolated from observed gravity values.
 BA0352
 BA0352;                    North         East    Units  Estimated Accuracy
 BA0352;SPC TXSC     - 4,240,310.      154,930.      MT  (+/- 180 meters Scaled)
 BA0352
 BA0352                          SUPERSEDED SURVEY CONTROL
 BA0352
 BA0352  NGVD 29 (??/??/92) 1219.302  (m)         4000.33   (f) ADJ UNCH    2 0
 BA0352
 BA0352.Superseded values are not recommended for survey control.
 BA0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0352.See file dsdata.txt to determine how the superseded data were derived.
 BA0352
 BA0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP340110(NAD 83)
 BA0352_MARKER: DB = BENCH MARK DISK
 BA0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0352_STAMPING: V 739 1943
 BA0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0352+STABILITY: SURFACE MOTION
 BA0352
 BA0352  HISTORY     - Date     Condition        Report By
 BA0352  HISTORY     - 1943     MONUMENTED       CGS
 BA0352  HISTORY     - 1958     GOOD             NGS
 BA0352  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0352
 BA0352                          STATION DESCRIPTION
 BA0352
 BA0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0352'9.7 MI NE FROM O 2 RANCH.
 BA0352'ABOUT 9.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0352'HEADQUARTERS, 37 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 75
 BA0352'FEET NORTH OF THE CENTER LINE OF A JUNCTION WITH A DIM TRACK ROAD
 BA0352'LEADING SOUTH, 74 FEET WEST OF THE CENTER LINE OF A SHALLOW DRAW, 1
 BA0352'1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 BA0352'ROAD, AND IN THE TOP OF CONCRETE POST PROJECTING 5 INCHES.
 BA0352
 BA0352                          STATION RECOVERY (2001)
 BA0352
 BA0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0352'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0397 ***********************************************************************
 CA0397  DESIGNATION -  V 74
 CA0397  PID         -  CA0397
 CA0397  STATE/COUNTY-  TX/BROWN
 CA0397  USGS QUAD   -  BANGS EAST (1987)
 CA0397
 CA0397                         *CURRENT SURVEY CONTROL
 CA0397  ___________________________________________________________________
 CA0397* NAD 83(1986)-  31 41 05.     (N)    099 00 15.     (W)     SCALED    
 CA0397* NAVD 88     -       428.256  (meters)    1405.04   (feet)  POSTED    
 CA0397  ___________________________________________________________________
 CA0397  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CA0397  DYNAMIC HT  -         427.690 (meters)    1403.18  (feet)  COMP
 CA0397  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 CA0397
 CA0397  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CA0397
 CA0397.The horizontal coordinates were scaled from a topographic map and have
 CA0397.an estimated accuracy of +/- 6 seconds.
 CA0397
 CA0397.The orthometric height was determined by differential leveling
 CA0397.and adjusted by the National Geodetic Survey in 1992..
 CA0397.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CA0397.rate of 1.1 thru 2.0 mm/km.
 CA0397
 CA0397.The geoid height was determined by GEOID03.
 CA0397
 CA0397.The dynamic height is computed by dividing the NAVD 88
 CA0397.geopotential number by the normal gravity value computed on the
 CA0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0397.degrees latitude (g = 980.6199 gals.).
 CA0397
 CA0397.The modeled gravity was interpolated from observed gravity values.
 CA0397
 CA0397;                    North         East    Units  Estimated Accuracy
 CA0397;SPC TX C     - 3,224,470.      826,020.      MT  (+/- 180 meters Scaled)
 CA0397
 CA0397                          SUPERSEDED SURVEY CONTROL
 CA0397
 CA0397  NGVD 29 (??/??/92)  428.160  (m)         1404.72   (f) ADJ UNCH    1 2
 CA0397
 CA0397.Superseded values are not recommended for survey control.
 CA0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0397.See file dsdata.txt to determine how the superseded data were derived.
 CA0397
 CA0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA996054(NAD 83)
 CA0397_MARKER: DB = BENCH MARK DISK
 CA0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0397_STAMPING: 1404.722 V 74 1931
 CA0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0397+STABILITY: SURFACE MOTION
 CA0397
 CA0397  HISTORY     - Date     Condition        Report By
 CA0397  HISTORY     - 1931     MONUMENTED       CGS
 CA0397  HISTORY     - 1935     GOOD             NGS
 CA0397  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0397
 CA0397                          STATION DESCRIPTION
 CA0397
 CA0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0397'2.0 MI S FROM BROWNWOOD.
 CA0397'2.0 MILES SOUTH ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY FROM
 CA0397'BROWNWOOD, BROWN COUNTY, 8 RAILS SOUTH OF MILEPOST 878, AT A PRIVATE
 CA0397'ROAD CROSSING, 25 FEET EAST OF THE TRACK, AND 15 FEET SOUTH OF THE
 CA0397'ROAD.  A STANDARD DISK, STAMPED 1404.722 V 74 1931 AND SET IN THE TOP
 CA0397'OF A CONCRETE POST.
 CA0397
 CA0397                          STATION RECOVERY (1935)
 CA0397
 CA0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0397'RECOVERED IN GOOD CONDITION.
 CA0397
 CA0397                          STATION RECOVERY (1982)
 CA0397
 CA0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0084 ***********************************************************************
 BA0084  DESIGNATION -  V 740
 BA0084  PID         -  BA0084
 BA0084  STATE/COUNTY-  TX/BREWSTER
 BA0084  USGS QUAD   -  BUTTERBOWL (1983)
 BA0084
 BA0084                         *CURRENT SURVEY CONTROL
 BA0084  ___________________________________________________________________
 BA0084* NAD 83(1986)-  29 39 51.     (N)    103 15 22.     (W)     SCALED    
 BA0084* NAVD 88     -       900.278  (meters)    2953.66   (feet)  ADJUSTED  
 BA0084  ___________________________________________________________________
 BA0084  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BA0084  DYNAMIC HT  -         898.842 (meters)    2948.95  (feet)  COMP
 BA0084  MODELED GRAV-     979,016.9   (mgal)                       NAVD 88
 BA0084
 BA0084  VERT ORDER  -  SECOND    CLASS 0
 BA0084
 BA0084.The horizontal coordinates were scaled from a topographic map and have
 BA0084.an estimated accuracy of +/- 6 seconds.
 BA0084
 BA0084.The orthometric height was determined by differential leveling
 BA0084.and adjusted by the National Geodetic Survey in June 1991..
 BA0084
 BA0084.The geoid height was determined by GEOID03.
 BA0084
 BA0084.The dynamic height is computed by dividing the NAVD 88
 BA0084.geopotential number by the normal gravity value computed on the
 BA0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0084.degrees latitude (g = 980.6199 gals.).
 BA0084
 BA0084.The modeled gravity was interpolated from observed gravity values.
 BA0084
 BA0084;                    North         East    Units  Estimated Accuracy
 BA0084;SPC TXSC     - 4,210,400.      188,110.      MT  (+/- 180 meters Scaled)
 BA0084
 BA0084                          SUPERSEDED SURVEY CONTROL
 BA0084
 BA0084  NGVD 29 (??/??/92)  899.912  (m)         2952.46   (f) ADJ UNCH    2 0
 BA0084
 BA0084.Superseded values are not recommended for survey control.
 BA0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0084.See file dsdata.txt to determine how the superseded data were derived.
 BA0084
 BA0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN687828(NAD 83)
 BA0084_MARKER: DB = BENCH MARK DISK
 BA0084_SETTING: 80 = SET IN A BOULDER
 BA0084_SP_SET: BOULDER
 BA0084_STAMPING: V 740 1943
 BA0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0084+STABILITY: SURFACE MOTION
 BA0084
 BA0084  HISTORY     - Date     Condition        Report By
 BA0084  HISTORY     - 1943     MONUMENTED       CGS
 BA0084  HISTORY     - 1958     GOOD             NGS
 BA0084  HISTORY     - 1976     GOOD             USGS
 BA0084  HISTORY     - 20010331 GOOD             NGS
 BA0084
 BA0084                          STATION DESCRIPTION
 BA0084
 BA0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0084'8.75 MI W FROM PERSIMMON GAP.
 BA0084'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0084'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0084'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0084'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0084'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE
 BA0084'ABOUT 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0084'TANKS AND A WINDMILL, THENCE ABOUT 3.25 MILES NORTHWEST ALONG A TRACK
 BA0084'ROAD TO THE SOUTHEAST BASE OF A PROMINENT HILL. IN THE TOP OF THE WEST
 BA0084'END OF A BOULDER PROJECTING 3 1/2 FEET, 134 FEET NORTH OF THE CENTER
 BA0084'LINE OF THE ROAD, AND ABOUT 165 YARDS NORTHEAST OF A STOCK POND ON THE
 BA0084'SOUTHWEST SIDE OF THE HILL.
 BA0084
 BA0084                          STATION RECOVERY (1976)
 BA0084
 BA0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0084'ABOUT 0.1 MI. SOUTH ALONG US HIGHWAY 385 FROM THE PERSIMMON GAP
 BA0084'RANGER STATION TO A GRADED DIRT ROAD, THENCE ABOUT 5.3 MI. NORTHWEST
 BA0084'ALONG THE GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE SOUTH ON A
 BA0084'TRACK ROAD FOR ABOUT 1.6 MI. TO THE SOUTHEAST BASE OF A PROMINENT
 BA0084'HILL. IN THE TOP OF THE WEST END OF A BOULDER PROJECTING 3 1/2 FEET,
 BA0084'134 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 BA0084
 BA0084                          STATION RECOVERY (2001)
 BA0084
 BA0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0108 ***********************************************************************
 BA0108  DESIGNATION -  V 741
 BA0108  PID         -  BA0108
 BA0108  STATE/COUNTY-  TX/BREWSTER
 BA0108  USGS QUAD   -  SOSA PEAK (1983)
 BA0108
 BA0108                         *CURRENT SURVEY CONTROL
 BA0108  ___________________________________________________________________
 BA0108* NAD 83(1986)-  29 47 37.     (N)    103 11 04.     (W)     SCALED    
 BA0108* NAVD 88     -       892.011  (meters)    2926.54   (feet)  ADJUSTED  
 BA0108  ___________________________________________________________________
 BA0108  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BA0108  DYNAMIC HT  -         890.595 (meters)    2921.89  (feet)  COMP
 BA0108  MODELED GRAV-     979,024.8   (mgal)                       NAVD 88
 BA0108
 BA0108  VERT ORDER  -  SECOND    CLASS 0
 BA0108
 BA0108.The horizontal coordinates were scaled from a topographic map and have
 BA0108.an estimated accuracy of +/- 6 seconds.
 BA0108
 BA0108.The orthometric height was determined by differential leveling
 BA0108.and adjusted by the National Geodetic Survey in June 1991..
 BA0108
 BA0108.The geoid height was determined by GEOID03.
 BA0108
 BA0108.The dynamic height is computed by dividing the NAVD 88
 BA0108.geopotential number by the normal gravity value computed on the
 BA0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0108.degrees latitude (g = 980.6199 gals.).
 BA0108
 BA0108.The modeled gravity was interpolated from observed gravity values.
 BA0108
 BA0108;                    North         East    Units  Estimated Accuracy
 BA0108;SPC TXSC     - 4,224,490.      195,550.      MT  (+/- 180 meters Scaled)
 BA0108
 BA0108                          SUPERSEDED SURVEY CONTROL
 BA0108
 BA0108  NGVD 29 (??/??/92)  891.666  (m)         2925.41   (f) ADJ UNCH    2 0
 BA0108
 BA0108.Superseded values are not recommended for survey control.
 BA0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0108.See file dsdata.txt to determine how the superseded data were derived.
 BA0108
 BA0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN754972(NAD 83)
 BA0108_MARKER: DB = BENCH MARK DISK
 BA0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0108_STAMPING: V 741 1943
 BA0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0108+STABILITY: SURFACE MOTION
 BA0108
 BA0108  HISTORY     - Date     Condition        Report By
 BA0108  HISTORY     - 1943     MONUMENTED       CGS
 BA0108  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0108  HISTORY     - 1976     MARK NOT FOUND   USGS
 BA0108  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0108
 BA0108                          STATION DESCRIPTION
 BA0108
 BA0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0108'4.45 MI NW FROM TWIN MILLS.
 BA0108'THIS MARK IS ABOUT 4.45 MILES NORTHWEST ALONG STATE HIGHWAY 227 FROM
 BA0108'THE TWIN MILLS STORE AT TWIN MILLS, BREWSTER COUNTY, ABOUT 0.55 MILE
 BA0108'SOUTHEAST OF A DIRT ROAD RUNNING EAST TO THE P. A. WYATT RANCH, 40
 BA0108'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTHWEST OF
 BA0108'A LARGE DAGGER BUSH, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, 2 FEET
 BA0108'NORTHWEST OF A STANDARD REFERENCE POST.
 BA0108
 BA0108                          STATION RECOVERY (1958)
 BA0108
 BA0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0108'MARK NOT FOUND.
 BA0108
 BA0108                          STATION RECOVERY (1976)
 BA0108
 BA0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0108'MARK NOT FOUND.
 BA0108
 BA0108                          STATION RECOVERY (2001)
 BA0108
 BA0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0108'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0151 ***********************************************************************
 BA0151  DESIGNATION -  V 742
 BA0151  PID         -  BA0151
 BA0151  STATE/COUNTY-  TX/BREWSTER
 BA0151  USGS QUAD   -  SAN VICENTE (1971)
 BA0151
 BA0151                         *CURRENT SURVEY CONTROL
 BA0151  ___________________________________________________________________
 BA0151* NAD 83(1986)-  29 09 50.     (N)    103 07 22.     (W)     SCALED    
 BA0151* NAVD 88     -       714.668  (meters)    2344.71   (feet)  ADJUSTED  
 BA0151  ___________________________________________________________________
 BA0151  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BA0151  DYNAMIC HT  -         713.526 (meters)    2340.96  (feet)  COMP
 BA0151  MODELED GRAV-     979,022.6   (mgal)                       NAVD 88
 BA0151
 BA0151  VERT ORDER  -  FIRST     CLASS II
 BA0151
 BA0151.The horizontal coordinates were scaled from a topographic map and have
 BA0151.an estimated accuracy of +/- 6 seconds.
 BA0151
 BA0151.The orthometric height was determined by differential leveling
 BA0151.and adjusted by the National Geodetic Survey in June 1991..
 BA0151
 BA0151.The geoid height was determined by GEOID03.
 BA0151
 BA0151.The dynamic height is computed by dividing the NAVD 88
 BA0151.geopotential number by the normal gravity value computed on the
 BA0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0151.degrees latitude (g = 980.6199 gals.).
 BA0151
 BA0151.The modeled gravity was interpolated from observed gravity values.
 BA0151
 BA0151;                    North         East    Units  Estimated Accuracy
 BA0151;SPC TXSC     - 4,154,530.      199,050.      MT  (+/- 180 meters Scaled)
 BA0151
 BA0151                          SUPERSEDED SURVEY CONTROL
 BA0151
 BA0151  NGVD 29 (??/??/92)  714.297  (m)         2343.49   (f) ADJ UNCH    1 2
 BA0151
 BA0151.Superseded values are not recommended for survey control.
 BA0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0151.See file dsdata.txt to determine how the superseded data were derived.
 BA0151
 BA0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN825276(NAD 83)
 BA0151_MARKER: DB = BENCH MARK DISK
 BA0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0151_STAMPING: V 742 1943
 BA0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0151+STABILITY: SURFACE MOTION
 BA0151
 BA0151  HISTORY     - Date     Condition        Report By
 BA0151  HISTORY     - 1943     MONUMENTED       CGS
 BA0151  HISTORY     - 1967     GOOD             NGS
 BA0151
 BA0151                          STATION DESCRIPTION
 BA0151
 BA0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0151'26.3 MI S FROM PARK HEADQUARTERS.
 BA0151'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0151'BUILDING, THENCE 14.4MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0151'MILES SOUTHEAST EAST ALONG A GRADED DIRT ROAD, THENCE 4.4 MILES WEST
 BA0151'ALONG A DIRT ROAD, THENCE 5.4 MILES NORTHWEST ALONG AN ABANDONED ROAD,
 BA0151'22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF A
 BA0151'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF
 BA0151'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0158 ***********************************************************************
 BP0158  DESIGNATION -  V 743
 BP0158  PID         -  BP0158
 BP0158  STATE/COUNTY-  TX/BREWSTER
 BP0158  USGS QUAD   -  FRESNO CREEK (1968)
 BP0158
 BP0158                         *CURRENT SURVEY CONTROL
 BP0158  ___________________________________________________________________
 BP0158* NAD 83(1986)-  30 06 37.     (N)    102 39 53.     (W)     SCALED    
 BP0158* NAVD 88     -      1034.980  (meters)    3395.60   (feet)  ADJUSTED  
 BP0158  ___________________________________________________________________
 BP0158  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BP0158  DYNAMIC HT  -        1033.345 (meters)    3390.23  (feet)  COMP
 BP0158  MODELED GRAV-     979,027.1   (mgal)                       NAVD 88
 BP0158
 BP0158  VERT ORDER  -  FIRST     CLASS II
 BP0158
 BP0158.The horizontal coordinates were scaled from a topographic map and have
 BP0158.an estimated accuracy of +/- 6 seconds.
 BP0158
 BP0158.The orthometric height was determined by differential leveling
 BP0158.and adjusted by the National Geodetic Survey in June 1991..
 BP0158
 BP0158.The geoid height was determined by GEOID03.
 BP0158
 BP0158.The dynamic height is computed by dividing the NAVD 88
 BP0158.geopotential number by the normal gravity value computed on the
 BP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0158.degrees latitude (g = 980.6199 gals.).
 BP0158
 BP0158.The modeled gravity was interpolated from observed gravity values.
 BP0158
 BP0158;                    North         East    Units  Estimated Accuracy
 BP0158;SPC TXSC     - 4,257,890.      246,870.      MT  (+/- 180 meters Scaled)
 BP0158
 BP0158                          SUPERSEDED SURVEY CONTROL
 BP0158
 BP0158  NGVD 29 (??/??/92) 1034.670  (m)         3394.58   (f) ADJ UNCH    1 2
 BP0158
 BP0158.Superseded values are not recommended for survey control.
 BP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0158.See file dsdata.txt to determine how the superseded data were derived.
 BP0158
 BP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP250333(NAD 83)
 BP0158_MARKER: DB = BENCH MARK DISK
 BP0158_SETTING: 66 = SET IN ROCK OUTCROP
 BP0158_SP_SET: LIMESTONE OUTCROP
 BP0158_STAMPING: V 743 1943
 BP0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0158+STABILITY: POSITION/ELEVATION WELL
 BP0158
 BP0158  HISTORY     - Date     Condition        Report By
 BP0158  HISTORY     - 1943     MONUMENTED       CGS
 BP0158  HISTORY     - 1958     GOOD             NGS
 BP0158
 BP0158                          STATION DESCRIPTION
 BP0158
 BP0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0158'5.85 MI S FROM LONGFELLOW.
 BP0158'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0158'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 4.85 MILES SOUTH
 BP0158'ALONG A DIRT ROAD.  IN THE TOP OF A LIMESTONE ROCK OUTCROP, 11 FEET
 BP0158'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.6 MILE SOUTHEAST OF
 BP0158'A CATTLE GUARD, ABOUT MIDWAY BETWEEN THE FOOT AND CREST OF A STEEP
 BP0158'GRADE OF A NARROW RIDGE BETWEEN THE FORKS OF A CANYON, 1 FOOT
 BP0158'SOUTHWEST OF A CAIRN, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0240 ***********************************************************************
 BA0240  DESIGNATION -  V 744
 BA0240  PID         -  BA0240
 BA0240  STATE/COUNTY-  TX/PRESIDIO
 BA0240  USGS QUAD   -  SAUCEDA RANCH (1971)
 BA0240
 BA0240                         *CURRENT SURVEY CONTROL
 BA0240  ___________________________________________________________________
 BA0240* NAD 83(1986)-  29 28 38.     (N)    103 59 27.     (W)     SCALED    
 BA0240* NAVD 88     -      1293.026  (meters)    4242.20   (feet)  ADJUSTED  
 BA0240  ___________________________________________________________________
 BA0240  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BA0240  DYNAMIC HT  -        1290.845 (meters)    4235.05  (feet)  COMP
 BA0240  MODELED GRAV-     978,911.2   (mgal)                       NAVD 88
 BA0240
 BA0240  VERT ORDER  -  FIRST     CLASS II
 BA0240
 BA0240.The horizontal coordinates were scaled from a topographic map and have
 BA0240.an estimated accuracy of +/- 6 seconds.
 BA0240
 BA0240.The orthometric height was determined by differential leveling
 BA0240.and adjusted by the National Geodetic Survey in June 1991..
 BA0240
 BA0240.The geoid height was determined by GEOID03.
 BA0240
 BA0240.The dynamic height is computed by dividing the NAVD 88
 BA0240.geopotential number by the normal gravity value computed on the
 BA0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0240.degrees latitude (g = 980.6199 gals.).
 BA0240
 BA0240.The modeled gravity was interpolated from observed gravity values.
 BA0240
 BA0240;                    North         East    Units  Estimated Accuracy
 BA0240;SPC TXSC     - 4,192,510.      116,160.      MT  (+/- 180 meters Scaled)
 BA0240
 BA0240                          SUPERSEDED SURVEY CONTROL
 BA0240
 BA0240  NGVD 29 (??/??/92) 1292.662  (m)         4241.01   (f) ADJ UNCH    1 2
 BA0240
 BA0240.Superseded values are not recommended for survey control.
 BA0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0240.See file dsdata.txt to determine how the superseded data were derived.
 BA0240
 BA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN978612(NAD 83)
 BA0240_MARKER: DB = BENCH MARK DISK
 BA0240_SETTING: 66 = SET IN ROCK OUTCROP
 BA0240_SP_SET: LIMESTONE OUTCROP
 BA0240_STAMPING: V 744 1943
 BA0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0240+STABILITY: POSITION/ELEVATION WELL
 BA0240
 BA0240  HISTORY     - Date     Condition        Report By
 BA0240  HISTORY     - 1943     MONUMENTED       CGS
 BA0240  HISTORY     - 1958     GOOD             NGS
 BA0240
 BA0240                          STATION DESCRIPTION
 BA0240
 BA0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0240'2.15 MI W FROM FOWLKES BROS RANCH.
 BA0240'ABOUT 2.15 MILES WEST ALONG A WINDING ROCKY TRAIL ROAD FROM THE
 BA0240'FOWLKES BROS. RANCH HOUSE, IN THE TOP OF A LIMESTONE OUTCROP FLUSH
 BA0240'WITH THE GROUND AT THE DISK AND PROJECTING 1 1/2 FEET AT THE HIGHEST
 BA0240'POINT, 59 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ON THE CREST
 BA0240'OF A HILL, ABOUT 0.1 MILE NORTHWEST OF THE CROSSING OF TWO WASHES, AND
 BA0240'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0004 ***********************************************************************
 BA0004  DESIGNATION -  V 745
 BA0004  PID         -  BA0004
 BA0004  STATE/COUNTY-  TX/BREWSTER
 BA0004  USGS QUAD   -  YELLOW HOUSE PEAK (1983)
 BA0004
 BA0004                         *CURRENT SURVEY CONTROL
 BA0004  ___________________________________________________________________
 BA0004* NAD 83(1986)-  29 49 30.     (N)    102 56 47.     (W)     SCALED    
 BA0004* NAVD 88     -       883.356  (meters)    2898.14   (feet)  ADJUSTED  
 BA0004  ___________________________________________________________________
 BA0004  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0004  DYNAMIC HT  -         881.970 (meters)    2893.60  (feet)  COMP
 BA0004  MODELED GRAV-     979,043.2   (mgal)                       NAVD 88
 BA0004
 BA0004  VERT ORDER  -  FIRST     CLASS II
 BA0004
 BA0004.The horizontal coordinates were scaled from a topographic map and have
 BA0004.an estimated accuracy of +/- 6 seconds.
 BA0004
 BA0004.The orthometric height was determined by differential leveling
 BA0004.and adjusted by the National Geodetic Survey in June 1991..
 BA0004
 BA0004.The geoid height was determined by GEOID03.
 BA0004
 BA0004.The dynamic height is computed by dividing the NAVD 88
 BA0004.geopotential number by the normal gravity value computed on the
 BA0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0004.degrees latitude (g = 980.6199 gals.).
 BA0004
 BA0004.The modeled gravity was interpolated from observed gravity values.
 BA0004
 BA0004;                    North         East    Units  Estimated Accuracy
 BA0004;SPC TXSC     - 4,227,170.      218,670.      MT  (+/- 180 meters Scaled)
 BA0004
 BA0004                          SUPERSEDED SURVEY CONTROL
 BA0004
 BA0004  NGVD 29 (??/??/92)  883.037  (m)         2897.10   (f) ADJ UNCH    1 2
 BA0004
 BA0004.Superseded values are not recommended for survey control.
 BA0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0004.See file dsdata.txt to determine how the superseded data were derived.
 BA0004
 BA0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP984011(NAD 83)
 BA0004_MARKER: DB = BENCH MARK DISK
 BA0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0004_STAMPING: V 745 1943
 BA0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0004+STABILITY: SURFACE MOTION
 BA0004
 BA0004  HISTORY     - Date     Condition        Report By
 BA0004  HISTORY     - 1943     MONUMENTED       CGS
 BA0004  HISTORY     - 1966     GOOD             NGS
 BA0004  HISTORY     - 1976     MARK NOT FOUND   USGS
 BA0004
 BA0004                          STATION DESCRIPTION
 BA0004
 BA0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0004'20.1 MI NE FROM PERSIMMON GAP.
 BA0004'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0004'PERSIMMON GAP, THENCE 12.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0004'THENCE 1.65 MILES NORTHEAST ALONG THE OLD ROAD BED, 31 FEET SOUTHEAST
 BA0004'OF THE CENTERLINE OF THE ROAD, 0.25 MILES SOUTHWEST OF THE CROSSING OF
 BA0004'A WIRE GATE, 0.1 MILES NORTHWEST OF THE NORTHWEST SIDE OF A LARGE
 BA0004'MESA, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 BA0004'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BA0004
 BA0004                          STATION RECOVERY (1976)
 BA0004
 BA0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0125 ***********************************************************************
 BA0125  DESIGNATION -  V 746
 BA0125  PID         -  BA0125
 BA0125  STATE/COUNTY-  TX/BREWSTER
 BA0125  USGS QUAD   -  REED CAMP (1971)
 BA0125
 BA0125                         *CURRENT SURVEY CONTROL
 BA0125  ___________________________________________________________________
 BA0125* NAD 83(1986)-  29 02 37.     (N)    103 20 55.     (W)     SCALED    
 BA0125* NAVD 88     -       627.382  (meters)    2058.34   (feet)  ADJUSTED  
 BA0125  ___________________________________________________________________
 BA0125  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 BA0125  DYNAMIC HT  -         626.371 (meters)    2055.02  (feet)  COMP
 BA0125  MODELED GRAV-     979,012.9   (mgal)                       NAVD 88
 BA0125
 BA0125  VERT ORDER  -  FIRST     CLASS II
 BA0125
 BA0125.The horizontal coordinates were scaled from a topographic map and have
 BA0125.an estimated accuracy of +/- 6 seconds.
 BA0125
 BA0125.The orthometric height was determined by differential leveling
 BA0125.and adjusted by the National Geodetic Survey in June 1991..
 BA0125
 BA0125.The geoid height was determined by GEOID03.
 BA0125
 BA0125.The dynamic height is computed by dividing the NAVD 88
 BA0125.geopotential number by the normal gravity value computed on the
 BA0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0125.degrees latitude (g = 980.6199 gals.).
 BA0125
 BA0125.The modeled gravity was interpolated from observed gravity values.
 BA0125
 BA0125;                    North         East    Units  Estimated Accuracy
 BA0125;SPC TXSC     - 4,142,000.      176,600.      MT  (+/- 180 meters Scaled)
 BA0125
 BA0125                          SUPERSEDED SURVEY CONTROL
 BA0125
 BA0125  NGVD 29 (??/??/92)  626.996  (m)         2057.07   (f) ADJ UNCH    1 2
 BA0125
 BA0125.Superseded values are not recommended for survey control.
 BA0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0125.See file dsdata.txt to determine how the superseded data were derived.
 BA0125
 BA0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN607139(NAD 83)
 BA0125_MARKER: DB = BENCH MARK DISK
 BA0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0125_STAMPING: V 746 1943
 BA0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0125+STABILITY: SURFACE MOTION
 BA0125
 BA0125  HISTORY     - Date     Condition        Report By
 BA0125  HISTORY     - 1943     MONUMENTED       CGS
 BA0125  HISTORY     - 1958     GOOD             NGS
 BA0125  HISTORY     - 1971     MARK NOT FOUND   USGS
 BA0125
 BA0125                          STATION DESCRIPTION
 BA0125
 BA0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0125'16.35 MI SE FROM CASTOLON.
 BA0125'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0125'OFFICE AT CASTOLON, THENCE 1.95 MILES NORTH ALONG A DIRT ROAD, 27 FEET
 BA0125'SOUTH OF THE CENTER LINE OF THE ROAD, AT THE EAST END OF A CURVE, ON
 BA0125'THE NORTH BANK OF A CREEK, ABOUT 0.15 MILE SOUTHEAST OF THE CROSSING
 BA0125'OF A DRAW, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 BA0125'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0125'PROJECTING 6 INCHES.
 BA0125
 BA0125                          STATION RECOVERY (1971)
 BA0125
 BA0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BA0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0188 ***********************************************************************
 BA0188  DESIGNATION -  V 747
 BA0188  PID         -  BA0188
 BA0188  STATE/COUNTY-  TX/BREWSTER
 BA0188  USGS QUAD   -  GRAPEVINE HILLS (1971)
 BA0188
 BA0188                         *CURRENT SURVEY CONTROL
 BA0188  ___________________________________________________________________
 BA0188* NAD 83(1986)-  29 29 40.     (N)    103 07 38.     (W)     SCALED    
 BA0188* NAVD 88     -       893.743  (meters)    2932.22   (feet)  ADJUSTED  
 BA0188  ___________________________________________________________________
 BA0188  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 BA0188  DYNAMIC HT  -         892.304 (meters)    2927.50  (feet)  COMP
 BA0188  MODELED GRAV-     979,003.1   (mgal)                       NAVD 88
 BA0188
 BA0188  VERT ORDER  -  FIRST     CLASS II
 BA0188
 BA0188.The horizontal coordinates were scaled from a topographic map and have
 BA0188.an estimated accuracy of +/- 6 seconds.
 BA0188
 BA0188.The orthometric height was determined by differential leveling
 BA0188.and adjusted by the National Geodetic Survey in June 1991..
 BA0188
 BA0188.The geoid height was determined by GEOID03.
 BA0188
 BA0188.The dynamic height is computed by dividing the NAVD 88
 BA0188.geopotential number by the normal gravity value computed on the
 BA0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0188.degrees latitude (g = 980.6199 gals.).
 BA0188
 BA0188.The modeled gravity was interpolated from observed gravity values.
 BA0188
 BA0188;                    North         East    Units  Estimated Accuracy
 BA0188;SPC TXSC     - 4,191,160.      199,910.      MT  (+/- 180 meters Scaled)
 BA0188
 BA0188                          SUPERSEDED SURVEY CONTROL
 BA0188
 BA0188  NGVD 29 (??/??/92)  893.366  (m)         2930.99   (f) ADJ UNCH    1 2
 BA0188
 BA0188.Superseded values are not recommended for survey control.
 BA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0188.See file dsdata.txt to determine how the superseded data were derived.
 BA0188
 BA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN815642(NAD 83)
 BA0188_MARKER: DB = BENCH MARK DISK
 BA0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0188_STAMPING: V 747 1943
 BA0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0188+STABILITY: SURFACE MOTION
 BA0188
 BA0188  HISTORY     - Date     Condition        Report By
 BA0188  HISTORY     - 1943     MONUMENTED       CGS
 BA0188  HISTORY     - 1967     GOOD             NGS
 BA0188  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0188
 BA0188                          STATION DESCRIPTION
 BA0188
 BA0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0188'12.9 MI S FROM PERSIMMON GAP.
 BA0188'ABOUT 12.9 MILES SOUTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0188'PERSIMMON GAP, 59 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.2
 BA0188'MILES NORTH OF A CUT, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 BA0188'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BA0188'PROJECTING 3 INCHES.
 BA0188
 BA0188                          STATION RECOVERY (2001)
 BA0188
 BA0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0188'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0020 ***********************************************************************
 BA0020  DESIGNATION -  V 748
 BA0020  PID         -  BA0020
 BA0020  STATE/COUNTY-  TX/BREWSTER
 BA0020  USGS QUAD   -  PINE MOUNTAIN EAST (1983)
 BA0020
 BA0020                         *CURRENT SURVEY CONTROL
 BA0020  ___________________________________________________________________
 BA0020* NAD 83(1986)-  29 54 44.     (N)    102 46 07.     (W)     SCALED    
 BA0020* NAVD 88     -       909.608  (meters)    2984.27   (feet)  ADJUSTED  
 BA0020  ___________________________________________________________________
 BA0020  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BA0020  DYNAMIC HT  -         908.186 (meters)    2979.61  (feet)  COMP
 BA0020  MODELED GRAV-     979,047.9   (mgal)                       NAVD 88
 BA0020
 BA0020  VERT ORDER  -  FIRST     CLASS II
 BA0020
 BA0020.The horizontal coordinates were scaled from a topographic map and have
 BA0020.an estimated accuracy of +/- 6 seconds.
 BA0020
 BA0020.The orthometric height was determined by differential leveling
 BA0020.and adjusted by the National Geodetic Survey in June 1991..
 BA0020
 BA0020.The geoid height was determined by GEOID03.
 BA0020
 BA0020.The dynamic height is computed by dividing the NAVD 88
 BA0020.geopotential number by the normal gravity value computed on the
 BA0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0020.degrees latitude (g = 980.6199 gals.).
 BA0020
 BA0020.The modeled gravity was interpolated from observed gravity values.
 BA0020
 BA0020;                    North         East    Units  Estimated Accuracy
 BA0020;SPC TXSC     - 4,236,260.      236,160.      MT  (+/- 180 meters Scaled)
 BA0020
 BA0020                          SUPERSEDED SURVEY CONTROL
 BA0020
 BA0020  NGVD 29 (??/??/92)  909.300  (m)         2983.26   (f) ADJ UNCH    1 2
 BA0020
 BA0020.Superseded values are not recommended for survey control.
 BA0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0020.See file dsdata.txt to determine how the superseded data were derived.
 BA0020
 BA0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP154111(NAD 83)
 BA0020_MARKER: DB = BENCH MARK DISK
 BA0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0020_STAMPING: V 748 1943
 BA0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0020+STABILITY: SURFACE MOTION
 BA0020
 BA0020  HISTORY     - Date     Condition        Report By
 BA0020  HISTORY     - 1943     MONUMENTED       CGS
 BA0020  HISTORY     - 1958     GOOD             NGS
 BA0020
 BA0020                          STATION DESCRIPTION
 BA0020
 BA0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0020'6.25 MI SW FROM SLAUGHTER RANCH HDQ.
 BA0020'ABOUT 6.25 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE SLAUGHTER RANCH
 BA0020'HDQ., 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 160 FEET WEST OF A
 BA0020'WOODEN GATE ACROSS THE ROAD, 116 FEET WEST OF THE JUNCTION OF A DIM
 BA0020'TRAIL ROAD LEADING SOUTHWEST, 2 FEET WEST OF A WHITE WOODEN WITNESS
 BA0020'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0020'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0205 ***********************************************************************
 BA0205  DESIGNATION -  V 749
 BA0205  PID         -  BA0205
 BA0205  STATE/COUNTY-  TX/BREWSTER
 BA0205  USGS QUAD   -  LAJITAS (1971)
 BA0205
 BA0205                         *CURRENT SURVEY CONTROL
 BA0205  ___________________________________________________________________
 BA0205* NAD 83(1986)-  29 20 35.     (N)    103 48 57.     (W)     SCALED    
 BA0205* NAVD 88     -       876.761  (meters)    2876.51   (feet)  POSTED    
 BA0205  ___________________________________________________________________
 BA0205  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BA0205  DYNAMIC HT  -         875.330 (meters)    2871.81  (feet)  COMP
 BA0205  MODELED GRAV-     978,984.1   (mgal)                       NAVD 88
 BA0205
 BA0205  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0205
 BA0205.The horizontal coordinates were scaled from a topographic map and have
 BA0205.an estimated accuracy of +/- 6 seconds.
 BA0205
 BA0205.The orthometric height was determined by differential leveling
 BA0205.and adjusted by the National Geodetic Survey in 1992..
 BA0205.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0205.rate of 4.1 thru 8.0 mm/km.
 BA0205
 BA0205.The geoid height was determined by GEOID03.
 BA0205
 BA0205.The dynamic height is computed by dividing the NAVD 88
 BA0205.geopotential number by the normal gravity value computed on the
 BA0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0205.degrees latitude (g = 980.6199 gals.).
 BA0205
 BA0205.The modeled gravity was interpolated from observed gravity values.
 BA0205
 BA0205;                    North         East    Units  Estimated Accuracy
 BA0205;SPC TXSC     - 4,176,940.      132,500.      MT  (+/- 180 meters Scaled)
 BA0205
 BA0205                          SUPERSEDED SURVEY CONTROL
 BA0205
 BA0205  NGVD 29 (??/??/92)  876.390  (m)         2875.29   (f) ADJ UNCH    1 2
 BA0205
 BA0205.Superseded values are not recommended for survey control.
 BA0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0205.See file dsdata.txt to determine how the superseded data were derived.
 BA0205
 BA0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN149465(NAD 83)
 BA0205_MARKER: DB = BENCH MARK DISK
 BA0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BA0205_SP_SET: BUILDING
 BA0205_STAMPING: V 749 1943
 BA0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0205
 BA0205  HISTORY     - Date     Condition        Report By
 BA0205  HISTORY     - 1943     MONUMENTED       CGS
 BA0205  HISTORY     - 1958     GOOD             NGS
 BA0205  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0205
 BA0205                          STATION DESCRIPTION
 BA0205
 BA0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0205'IN FRESNO MINE OFFICE.
 BA0205'AT THE FRESNO MINE OFFICE, SET VERTICALLY IN THE WEST FACE OF THE
 BA0205'NORTHWEST CORNERSTONE OF THE OFFICE BUILDING, ABOUT 0.1 MILE EAST OF
 BA0205'THE MAIN ROAD, ABOUT 4 FEET ABOVE THE GROUND, AND 1 FOOT SOUTH OF THE
 BA0205'NORTHWEST CORNER OF THE BUILDING.
 BA0205
 BA0205                          STATION RECOVERY (2001)
 BA0205
 BA0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0205'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0521 ***********************************************************************
 CA0521  DESIGNATION -  V 75 USGS
 CA0521  PID         -  CA0521
 CA0521  STATE/COUNTY-  TX/MCCULLOCH
 CA0521  USGS QUAD   -  BRADY NORTH (1987)
 CA0521
 CA0521                         *CURRENT SURVEY CONTROL
 CA0521  ___________________________________________________________________
 CA0521* NAD 83(1986)-  31 08 31.     (N)    099 18 32.     (W)     SCALED    
 CA0521* NAVD 88     -       526.572  (meters)    1727.60   (feet)  ADJUSTED  
 CA0521  ___________________________________________________________________
 CA0521  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CA0521  DYNAMIC HT  -         525.866 (meters)    1725.28  (feet)  COMP
 CA0521  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 CA0521
 CA0521  VERT ORDER  -  FIRST     CLASS II
 CA0521
 CA0521.The horizontal coordinates were scaled from a topographic map and have
 CA0521.an estimated accuracy of +/- 6 seconds.
 CA0521
 CA0521.The orthometric height was determined by differential leveling
 CA0521.and adjusted by the National Geodetic Survey in June 1991..
 CA0521
 CA0521.The geoid height was determined by GEOID03.
 CA0521
 CA0521.The dynamic height is computed by dividing the NAVD 88
 CA0521.geopotential number by the normal gravity value computed on the
 CA0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0521.degrees latitude (g = 980.6199 gals.).
 CA0521
 CA0521.The modeled gravity was interpolated from observed gravity values.
 CA0521
 CA0521;                    North         East    Units  Estimated Accuracy
 CA0521;SPC TX C     - 3,163,990.      797,680.      MT  (+/- 180 meters Scaled)
 CA0521
 CA0521                          SUPERSEDED SURVEY CONTROL
 CA0521
 CA0521  NGVD 29 (??/??/92)  526.532  (m)         1727.46   (f) ADJ UNCH    1 2
 CA0521
 CA0521.Superseded values are not recommended for survey control.
 CA0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0521.See file dsdata.txt to determine how the superseded data were derived.
 CA0521
 CA0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV705453(NAD 83)
 CA0521_MARKER: DB = BENCH MARK DISK
 CA0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0521_STAMPING: 1727.464 V 75 1931
 CA0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0521+STABILITY: SURFACE MOTION
 CA0521
 CA0521  HISTORY     - Date     Condition        Report By
 CA0521  HISTORY     - 1931     MONUMENTED       USGS
 CA0521  HISTORY     - 1960     GOOD             NGS
 CA0521  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0521  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CA0521
 CA0521                          STATION DESCRIPTION
 CA0521
 CA0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CA0521'1.6 MI E FROM BRADY.
 CA0521'1.6 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0521'BRADY, MCCULLOCH COUNTY, 11 POLES WEST OF MILEPOST 64, 500 FEET EAST
 CA0521'OF THE FIRST ROAD CROSSING EAST OF BRADY, 90 FEET SOUTH OF U.S.
 CA0521'HIGHWAY 190, AND 45 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED
 CA0521'1727.464 V 75 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CA0521'INCHES ABOVE GROUND.
 CA0521
 CA0521                          STATION RECOVERY (1981)
 CA0521
 CA0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0521'MARK NOT FOUND.
 CA0521
 CA0521                          STATION RECOVERY (1999)
 CA0521
 CA0521'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0231 ***********************************************************************
 BA0231  DESIGNATION -  V 750
 BA0231  PID         -  BA0231
 BA0231  STATE/COUNTY-  TX/BREWSTER
 BA0231  USGS QUAD   -  CASTOLON (1971)
 BA0231
 BA0231                         *CURRENT SURVEY CONTROL
 BA0231  ___________________________________________________________________
 BA0231* NAD 83(1986)-  29 11 36.     (N)    103 32 53.     (W)     SCALED    
 BA0231* NAVD 88     -       696.004  (meters)    2283.47   (feet)  ADJUSTED  
 BA0231  ___________________________________________________________________
 BA0231  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BA0231  DYNAMIC HT  -         694.882 (meters)    2279.79  (feet)  COMP
 BA0231  MODELED GRAV-     979,008.7   (mgal)                       NAVD 88
 BA0231
 BA0231  VERT ORDER  -  FIRST     CLASS II
 BA0231
 BA0231.The horizontal coordinates were scaled from a topographic map and have
 BA0231.an estimated accuracy of +/- 6 seconds.
 BA0231
 BA0231.The orthometric height was determined by differential leveling
 BA0231.and adjusted by the National Geodetic Survey in June 1991..
 BA0231
 BA0231.The geoid height was determined by GEOID03.
 BA0231
 BA0231.The dynamic height is computed by dividing the NAVD 88
 BA0231.geopotential number by the normal gravity value computed on the
 BA0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0231.degrees latitude (g = 980.6199 gals.).
 BA0231
 BA0231.The modeled gravity was interpolated from observed gravity values.
 BA0231
 BA0231;                    North         East    Units  Estimated Accuracy
 BA0231;SPC TXSC     - 4,159,320.      157,840.      MT  (+/- 180 meters Scaled)
 BA0231
 BA0231                          SUPERSEDED SURVEY CONTROL
 BA0231
 BA0231  NGVD 29 (??/??/92)  695.589  (m)         2282.11   (f) ADJ UNCH    1 2
 BA0231
 BA0231.Superseded values are not recommended for survey control.
 BA0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0231.See file dsdata.txt to determine how the superseded data were derived.
 BA0231
 BA0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN411302(NAD 83)
 BA0231_MARKER: DB = BENCH MARK DISK
 BA0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0231_STAMPING: V 750 1943
 BA0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0231+STABILITY: SURFACE MOTION
 BA0231
 BA0231  HISTORY     - Date     Condition        Report By
 BA0231  HISTORY     - 1943     MONUMENTED       CGS
 BA0231  HISTORY     - 1958     GOOD             NGS
 BA0231
 BA0231                          STATION DESCRIPTION
 BA0231
 BA0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0231'6.0 MI NW FROM CASTOLON.
 BA0231'ABOUT 6.0 MILES NORTHWEST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0231'OFFICE AT CASTOLON, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 244
 BA0231'FEET SOUTH OF THE CENTER OF THE INTERSECTION OF A ROAD, 3 FEET NORTH
 BA0231'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BA0231'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0036 ***********************************************************************
 AW0036  DESIGNATION -  V 751
 AW0036  PID         -  AW0036
 AW0036  STATE/COUNTY-  TX/BRAZORIA
 AW0036  USGS QUAD   -  DANBURY (1974)
 AW0036
 AW0036                         *CURRENT SURVEY CONTROL
 AW0036  ___________________________________________________________________
 AW0036* NAD 83(1986)-  29 09 36.     (N)    095 16 28.     (W)     SCALED    
 AW0036* NAVD 88     -         3.06   (+/-2cm)      10.0    (feet)  VERTCON   
 AW0036  ___________________________________________________________________
 AW0036  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW0036
 AW0036  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0036
 AW0036.The horizontal coordinates were scaled from a topographic map and have
 AW0036.an estimated accuracy of +/- 6 seconds.
 AW0036
 AW0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0036.The vertical order pertains to the NGVD 29 superseded value.
 AW0036
 AW0036.The geoid height was determined by GEOID03.
 AW0036
 AW0036;                    North         East    Units  Estimated Accuracy
 AW0036;SPC TXSC     - 4,152,800.      962,340.      MT  (+/- 180 meters Scaled)
 AW0036
 AW0036                          SUPERSEDED SURVEY CONTROL
 AW0036
 AW0036  NGVD 29 (??/??/92)    3.062  (m)           10.05   (f) ADJ UNCH    1 1
 AW0036
 AW0036.Superseded values are not recommended for survey control.
 AW0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0036.See file dsdata.txt to determine how the superseded data were derived.
 AW0036
 AW0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN787278(NAD 83)
 AW0036_MARKER: DB = BENCH MARK DISK
 AW0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0036_STAMPING: V 751 1942
 AW0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0036+STABILITY: SURFACE MOTION
 AW0036
 AW0036  HISTORY     - Date     Condition        Report By
 AW0036  HISTORY     - 1942     MONUMENTED       CGS
 AW0036  HISTORY     - 1973     GOOD             NGS
 AW0036  HISTORY     - 1978     GOOD             NGS
 AW0036  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0036  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0036  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0036
 AW0036                          STATION DESCRIPTION
 AW0036
 AW0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0036'6.7 MI SE FROM DANBURY.
 AW0036'0.3 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY,
 AW0036'THENCE 0.15 MILE NORTHEAST ALONG FIRST STREET, THENCE 0.6 MILE
 AW0036'SOUTHEAST ALONG COUNTY ROAD 211, THENCE 5.65 MILES SOUTHEAST ALONG
 AW0036'COUNTY ROAD 208, 0.3 MILE SOUTHEAST OF THE JUNCTION OF FARM ROAD 2004,
 AW0036'AT THE JUNCTION OF A FIELD ROAD AND DOW PIPE LINE CROSSING, 37 FEET
 AW0036'SOUTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, 118 FEET NORTHWEST OF
 AW0036'THE NORTHWEST END OF THE NORTHWEST ONE OF TWO STEEL GATES, 135 FEET
 AW0036'NORTHWEST OF A T JUNCTION FENCE CORNER, 63 FEET NORTHWEST OF THE
 AW0036'NORTHEAST CORNER OF AN IRON POST GUARDRAIL AROUND PIPE VALVES, 6 FEET
 AW0036'WEST OF A POWER POLE, 1.3 FEET SOUTHWEST OF A FENCE, 1.4 FEET
 AW0036'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 AW0036'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW0036
 AW0036                          STATION RECOVERY (1978)
 AW0036
 AW0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0036'RECOVERED IN GOOD CONDITION.
 AW0036
 AW0036                          STATION RECOVERY (1987)
 AW0036
 AW0036'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0036'MARK NOT FOUND.
 AW0036
 AW0036                          STATION RECOVERY (1987)
 AW0036
 AW0036'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0036'MARK NOT FOUND.
 AW0036
 AW0036                          STATION RECOVERY (1990)
 AW0036
 AW0036'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1202 ***********************************************************************
 AW1202  DESIGNATION -  V 754
 AW1202  PID         -  AW1202
 AW1202  STATE/COUNTY-  TX/BRAZORIA
 AW1202  USGS QUAD   -  SWEENY (1972)
 AW1202
 AW1202                         *CURRENT SURVEY CONTROL
 AW1202  ___________________________________________________________________
 AW1202* NAD 83(1986)-  29 02 06.     (N)    095 43 41.     (W)     SCALED    
 AW1202* NAVD 88     -         9.70   (+/-2cm)      31.8    (feet)  VERTCON   
 AW1202  ___________________________________________________________________
 AW1202  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW1202
 AW1202  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1202
 AW1202.The horizontal coordinates were scaled from a topographic map and have
 AW1202.an estimated accuracy of +/- 6 seconds.
 AW1202
 AW1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1202.The vertical order pertains to the NGVD 29 superseded value.
 AW1202
 AW1202.The geoid height was determined by GEOID03.
 AW1202
 AW1202;                    North         East    Units  Estimated Accuracy
 AW1202;SPC TXSC     - 4,137,630.      918,630.      MT  (+/- 180 meters Scaled)
 AW1202
 AW1202                          SUPERSEDED SURVEY CONTROL
 AW1202
 AW1202  NGVD 29 (??/??/92)    9.726  (m)           31.91   (f) ADJ UNCH    1 1
 AW1202
 AW1202.Superseded values are not recommended for survey control.
 AW1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1202.See file dsdata.txt to determine how the superseded data were derived.
 AW1202
 AW1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN343149(NAD 83)
 AW1202_MARKER: DB = BENCH MARK DISK
 AW1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1202_STAMPING: V 754 1943
 AW1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1202+STABILITY: SURFACE MOTION
 AW1202
 AW1202  HISTORY     - Date     Condition        Report By
 AW1202  HISTORY     - 1943     MONUMENTED       CGS
 AW1202  HISTORY     - 1972     GOOD             NGS
 AW1202  HISTORY     - 1978     GOOD             NGS
 AW1202  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1202
 AW1202                          STATION DESCRIPTION
 AW1202
 AW1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1202'1.8 MI W FROM SWEENY.
 AW1202'1.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW1202'SWEENY, DIRECTLY ACROSS THE TRACK FROM MILEPOLE 299, 44.0 FEET SOUTH
 AW1202'OF THE SOUTH RAIL, 1.0 FOOT NORTH OF A FENCE, 0.6 FOOT SOUTH OF A
 AW1202'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 AW1202'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AW1202
 AW1202                          STATION RECOVERY (1978)
 AW1202
 AW1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1202'RECOVERED IN GOOD CONDITION.
 AW1202
 AW1202                          STATION RECOVERY (1988)
 AW1202
 AW1202'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0166 ***********************************************************************
 AM0166  DESIGNATION -  V 755
 AM0166  PID         -  AM0166
 AM0166  STATE/COUNTY-  TX/MATAGORDA
 AM0166  USGS QUAD   -  WADSWORTH (1972)
 AM0166
 AM0166                         *CURRENT SURVEY CONTROL
 AM0166  ___________________________________________________________________
 AM0166* NAD 83(1986)-  28 50 33.     (N)    095 56 21.     (W)     SCALED    
 AM0166* NAVD 88     -         9.94   (+/-2cm)      32.6    (feet)  VERTCON   
 AM0166  ___________________________________________________________________
 AM0166  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AM0166
 AM0166  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0166
 AM0166.The horizontal coordinates were scaled from a topographic map and have
 AM0166.an estimated accuracy of +/- 6 seconds.
 AM0166
 AM0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0166.The vertical order pertains to the NGVD 29 superseded value.
 AM0166
 AM0166.The geoid height was determined by GEOID03.
 AM0166
 AM0166;                    North         East    Units  Estimated Accuracy
 AM0166;SPC TXSC     - 4,115,750.      898,630.      MT  (+/- 180 meters Scaled)
 AM0166
 AM0166                          SUPERSEDED SURVEY CONTROL
 AM0166
 AM0166  NGVD 29 (??/??/92)    9.981  (m)           32.75   (f) ADJ UNCH    1 2
 AM0166
 AM0166.Superseded values are not recommended for survey control.
 AM0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0166.See file dsdata.txt to determine how the superseded data were derived.
 AM0166
 AM0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM132940(NAD 83)
 AM0166_MARKER: DB = BENCH MARK DISK
 AM0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0166_STAMPING: V 455 1943
 AM0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0166+STABILITY: SURFACE MOTION
 AM0166
 AM0166  HISTORY     - Date     Condition        Report By
 AM0166  HISTORY     - 1943     MONUMENTED       CGS
 AM0166  HISTORY     - 1951     GOOD             NGS
 AM0166  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0166  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0166
 AM0166                          STATION DESCRIPTION
 AM0166
 AM0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0166'0.6 MI N FROM WADSWORTH.
 AM0166'0.6 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 AM0166'STATION AT WADSWORTH, 395 FEET NORTHWEST OF AND ACROSS THE TRACK FROM
 AM0166'MILEPOST 79, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 34.4 FEET
 AM0166'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 60, 2.4 FEET NORTH OF A
 AM0166'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AM0166'FOOT ABOVE THE GROUND.
 AM0166
 AM0166                          STATION RECOVERY (1978)
 AM0166
 AM0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0166'NOT RECOVERED ON THIS DATE.
 AM0166
 AM0166                          STATION RECOVERY (1998)
 AM0166
 AM0166'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4353 ***********************************************************************
 AW4353  DESIGNATION -  V 756
 AW4353  PID         -  AW4353
 AW4353  STATE/COUNTY-  TX/BRAZORIA
 AW4353  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4353
 AW4353                         *CURRENT SURVEY CONTROL
 AW4353  ___________________________________________________________________
 AW4353* NAD 83(1986)-  29 08 33.     (N)    095 37 04.     (W)     SCALED    
 AW4353* NAVD 88     -         8.48   (+/-2cm)      27.8    (feet)  VERTCON   
 AW4353  ___________________________________________________________________
 AW4353  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW4353
 AW4353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4353
 AW4353.The horizontal coordinates were scaled from a topographic map and have
 AW4353.an estimated accuracy of +/- 6 seconds.
 AW4353
 AW4353.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4353.The vertical order pertains to the NGVD 29 superseded value.
 AW4353
 AW4353.The geoid height was determined by GEOID03.
 AW4353
 AW4353;                    North         East    Units  Estimated Accuracy
 AW4353;SPC TXSC     - 4,149,850.      929,020.      MT  (+/- 180 meters Scaled)
 AW4353
 AW4353                          SUPERSEDED SURVEY CONTROL
 AW4353
 AW4353  NGVD 29 (??/??/92)    8.489  (m)           27.85   (f) ADJ UNCH    2 0
 AW4353
 AW4353.Superseded values are not recommended for survey control.
 AW4353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4353.See file dsdata.txt to determine how the superseded data were derived.
 AW4353
 AW4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN453266(NAD 83)
 AW4353_MARKER: DB = BENCH MARK DISK
 AW4353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4353_SP_SET: BRIDGE
 AW4353_STAMPING: V 756 1943
 AW4353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4353
 AW4353  HISTORY     - Date     Condition        Report By
 AW4353  HISTORY     - 1943     MONUMENTED       CGS
 AW4353  HISTORY     - 19980305 GOOD             USPSQD
 AW4353
 AW4353                          STATION DESCRIPTION
 AW4353
 AW4353'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4353'IN EAST COLUMBIA.
 AW4353'BENCH MARK IS ALONG STATE HIGHWAY NO. 35, ABOUT 0.2 MILE WEST OF THE
 AW4353'NORTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT
 AW4353'EAST COLUMBIA.  IT IS 12.0 FEET SOUTH OF AND ABOUT 0.8 FOOT ABOVE THE
 AW4353'CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE TOP OF THE
 AW4353'SOUTHEAST WINGWALL OF A MULTIPLE-ARCH CONCRETE BRIDGE.
 AW4353
 AW4353                          STATION RECOVERY (1998)
 AW4353
 AW4353'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4290 ***********************************************************************
 AW4290  DESIGNATION -  V 757
 AW4290  PID         -  AW4290
 AW4290  STATE/COUNTY-  TX/MATAGORDA
 AW4290  USGS QUAD   -  PLEDGER (1980)
 AW4290
 AW4290                         *CURRENT SURVEY CONTROL
 AW4290  ___________________________________________________________________
 AW4290* NAD 83(1986)-  29 07 47.     (N)    095 53 13.     (W)     SCALED    
 AW4290* NAVD 88     -        17.78   (+/-2cm)      58.3    (feet)  VERTCON   
 AW4290  ___________________________________________________________________
 AW4290  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW4290
 AW4290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4290
 AW4290.The horizontal coordinates were scaled from a topographic map and have
 AW4290.an estimated accuracy of +/- 6 seconds.
 AW4290
 AW4290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4290.The vertical order pertains to the NGVD 29 superseded value.
 AW4290
 AW4290.The geoid height was determined by GEOID03.
 AW4290
 AW4290;                    North         East    Units  Estimated Accuracy
 AW4290;SPC TXSC     - 4,147,710.      902,880.      MT  (+/- 180 meters Scaled)
 AW4290
 AW4290                          SUPERSEDED SURVEY CONTROL
 AW4290
 AW4290  NGVD 29 (??/??/92)   17.795  (m)           58.38   (f) ADJ UNCH    2 0
 AW4290
 AW4290.Superseded values are not recommended for survey control.
 AW4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4290.See file dsdata.txt to determine how the superseded data were derived.
 AW4290
 AW4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN191258(NAD 83)
 AW4290_MARKER: DB = BENCH MARK DISK
 AW4290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4290_SP_SET: CULVERT
 AW4290_STAMPING: V 757 1943
 AW4290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4290
 AW4290  HISTORY     - Date     Condition        Report By
 AW4290  HISTORY     - 1943     MONUMENTED       CGS
 AW4290  HISTORY     - 19990818 GOOD             USPSQD
 AW4290  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4290
 AW4290                          STATION DESCRIPTION
 AW4290
 AW4290'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4290'3.9 MI S FROM PLEDGER.
 AW4290'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED
 AW4290'SOUTHERLY 3.9 MILES ALONG CONCRETE HALF-SLAB ROAD TO A CONCRETE
 AW4290'CATTLE-UNDERPASS AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.9
 AW4290'MILES NORTH OF THE GENERAL STORE AND POST OFFICE AT ASHWOOD, 15.0 FEET
 AW4290'WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HALF-SLAB ROAD
 AW4290'AND IS SET HORIZONTALLY IN THE TOP CENTER OF THE WEST HEADWALL OF THE
 AW4290'CONCRETE CATTLE-UNDERPASS.
 AW4290
 AW4290                          STATION RECOVERY (1999)
 AW4290
 AW4290'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4290'RECOVERED IN GOOD CONDITION.
 AW4290
 AW4290                          STATION RECOVERY (2004)
 AW4290
 AW4290'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4290'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0450 ***********************************************************************
 AX0450  DESIGNATION -  V 758
 AX0450  PID         -  AX0450
 AX0450  STATE/COUNTY-  TX/WHARTON
 AX0450  USGS QUAD   -  WHARTON (1980)
 AX0450
 AX0450                         *CURRENT SURVEY CONTROL
 AX0450  ___________________________________________________________________
 AX0450* NAD 83(1986)-  29 19 30.     (N)    096 05 41.     (W)     SCALED    
 AX0450* NAVD 88     -        31.227  (meters)     102.45   (feet)  ADJUSTED  
 AX0450  ___________________________________________________________________
 AX0450  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0450  DYNAMIC HT  -          31.183 (meters)     102.31  (feet)  COMP
 AX0450  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 AX0450
 AX0450  VERT ORDER  -  FIRST     CLASS I
 AX0450
 AX0450.The horizontal coordinates were scaled from a topographic map and have
 AX0450.an estimated accuracy of +/- 6 seconds.
 AX0450
 AX0450.The orthometric height was determined by differential leveling
 AX0450.and adjusted by the National Geodetic Survey in June 1991..
 AX0450
 AX0450.The geoid height was determined by GEOID03.
 AX0450
 AX0450.The dynamic height is computed by dividing the NAVD 88
 AX0450.geopotential number by the normal gravity value computed on the
 AX0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0450.degrees latitude (g = 980.6199 gals.).
 AX0450
 AX0450.The modeled gravity was interpolated from observed gravity values.
 AX0450
 AX0450;                    North         East    Units  Estimated Accuracy
 AX0450;SPC TXSC     - 4,168,820.      882,130.      MT  (+/- 180 meters Scaled)
 AX0450
 AX0450                          SUPERSEDED SURVEY CONTROL
 AX0450
 AX0450  NGVD 29 (12/23/87)   31.229  (m)          102.46   (f) ADJUSTED    1 1
 AX0450
 AX0450.Superseded values are not recommended for survey control.
 AX0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0450.See file dsdata.txt to determine how the superseded data were derived.
 AX0450
 AX0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT821474(NAD 83)
 AX0450_MARKER: DB = BENCH MARK DISK
 AX0450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0450_SP_SET: HEADWALL
 AX0450_STAMPING: V 758 1943
 AX0450_MARK LOGO: CGS   
 AX0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0450+STABILITY: SURFACE MOTION
 AX0450
 AX0450  HISTORY     - Date     Condition        Report By
 AX0450  HISTORY     - 1943     MONUMENTED       CGS
 AX0450  HISTORY     - 1959     GOOD             NGS
 AX0450  HISTORY     - 1987     GOOD             NGS
 AX0450
 AX0450                          STATION DESCRIPTION
 AX0450
 AX0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0450'1.0 MI N FROM WHARTON.
 AX0450'TO REACH FROM THE WHARTON COUNTY COURT HOUSE AT WHARTON.  PROCEED
 AX0450'NORTHERLY 1.0 MILE ALONG FULTON STREET TO THE CROSSING OF THE SOUTHERN
 AX0450'PACIFIC RAILROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE
 AX0450'NORTH OF THE CROSSING OF THE SANTA FE RAILROAD, ABOUT 0.2 MILE EAST OF
 AX0450'A Y JUNCTION OF RAILROAD, ABOUT 0.15 MILE EAST OF THE CROSSING OF THE
 AX0450'SOUTHERN PACIFIC RAILROAD AND U.S. HIGHWAY NO. 59, 32.0 FEET SOUTH OF
 AX0450'THE CENTERLINE OF THE SOUTHERN PACIFIC RAILROAD TRACK, 20.0 FEET WEST
 AX0450'OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF FULTON STREET AND IS SET
 AX0450'HORIZONTALLY IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A
 AX0450'CONCRETE PIPE CULVERT.
 AX0450
 AX0450                          STATION RECOVERY (1959)
 AX0450
 AX0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AX0450'RECOVERED IN GOOD CONDITION.
 AX0450
 AX0450                          STATION RECOVERY (1987)
 AX0450
 AX0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0450'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.79 KM (1.11
 AX0450'MI) NORTH ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE HIGHWAY 60
 AX0450'IN WHARTON, THENCE 0.23 KM (0.14 MI) EAST ALONG FM ROAD 1301,
 AX0450'32.7 METERS (107.5 FT) SOUTH OF THE CENTERLINE OF FM ROAD 1301,
 AX0450'6.1 METERS (20.0 FT) WEST OF THE CENTERLINE OF FULTON STREET, 8.7
 AX0450'METERS (28.5 FT) SOUTH OF THE SOUTH RAIL OF THE SOUTHERN PACIFIC
 AX0450'COMPANY RAILROAD, IN TOP AND CENTER OF THE WEST HEADWALL OF A 24-INCH
 AX0450'CONCRETE CULVERT.
 AX0450'THE MARK IS 0.2 M ABOVE FULTON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4148 ***********************************************************************
 AW4148  DESIGNATION -  V 759
 AW4148  PID         -  AW4148
 AW4148  STATE/COUNTY-  TX/BRAZORIA
 AW4148  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4148
 AW4148                         *CURRENT SURVEY CONTROL
 AW4148  ___________________________________________________________________
 AW4148* NAD 83(1986)-  29 13 02.     (N)    095 41 33.     (W)     SCALED    
 AW4148* NAVD 88     -        12.44   (+/-2cm)      40.8    (feet)  VERTCON   
 AW4148  ___________________________________________________________________
 AW4148  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW4148
 AW4148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4148
 AW4148.The horizontal coordinates were scaled from a topographic map and have
 AW4148.an estimated accuracy of +/- 6 seconds.
 AW4148
 AW4148.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4148.The vertical order pertains to the NGVD 29 superseded value.
 AW4148
 AW4148.The geoid height was determined by GEOID03.
 AW4148
 AW4148;                    North         East    Units  Estimated Accuracy
 AW4148;SPC TXSC     - 4,157,920.      921,520.      MT  (+/- 180 meters Scaled)
 AW4148
 AW4148                          SUPERSEDED SURVEY CONTROL
 AW4148
 AW4148  NGVD 29 (??/??/92)   12.444  (m)           40.83   (f) ADJ UNCH    2 0
 AW4148
 AW4148.Superseded values are not recommended for survey control.
 AW4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4148.See file dsdata.txt to determine how the superseded data were derived.
 AW4148
 AW4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN382350(NAD 83)
 AW4148_MARKER: DB = BENCH MARK DISK
 AW4148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4148_SP_SET: CULVERT
 AW4148_STAMPING: V 759 1943
 AW4148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4148
 AW4148  HISTORY     - Date     Condition        Report By
 AW4148  HISTORY     - 1943     MONUMENTED       CGS
 AW4148  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4148  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4148  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4148
 AW4148                          STATION DESCRIPTION
 AW4148
 AW4148'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4148'5.8 MI NW FROM WEST COLUMBIA.
 AW4148'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 35 AND STATE
 AW4148'HIGHWAY NO. 36 AT WEST COLUMBIA.  PROCEED NORTHWESTERLY 5.8 MILES
 AW4148'ALONG STATE HIGHWAY NO. 36 TO THE INTERSECTION OF A CONCRETE ROAD
 AW4148'LEADING EAST AND SITE OF BENCH MARK.  BENCH MARK IS 72.0 FEET
 AW4148'SOUTHEAST OF THE CENTERLINE OF A SHELL ROAD LEADING WEST, 49.0 FEET
 AW4148'SOUTHWEST OF THE CENTER OF A TRIANGLE FORMED BY THE JUNCTION OF THE
 AW4148'CONCRETE ROAD LEADING EAST, 18.0 FEET SOUTHWEST OF AND ABOUT 0.6 FOOT
 AW4148'ABOVE THE CENTERLINE OF STATE HIGHWAY NO. 36 AND IS SET HORIZONTALLY
 AW4148'IN THE TOP SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE BOX
 AW4148'CULVERT UNDER THE HIGHWAY.  NOTE-- (ALSO ABOUT 6.0 MILES SOUTHEAST OF
 AW4148'DAMON).
 AW4148
 AW4148                          STATION RECOVERY (1973)
 AW4148
 AW4148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4148'MARK NOT FOUND.
 AW4148
 AW4148                          STATION RECOVERY (1989)
 AW4148
 AW4148'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4148'MARK NOT FOUND.
 AW4148
 AW4148                          STATION RECOVERY (1994)
 AW4148
 AW4148'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0227 ***********************************************************************
 BN0227  DESIGNATION -  V 76
 BN0227  PID         -  BN0227
 BN0227  STATE/COUNTY-  TX/MCCULLOCH
 BN0227  USGS QUAD   -  KATEMCY (1970)
 BN0227
 BN0227                         *CURRENT SURVEY CONTROL
 BN0227  ___________________________________________________________________
 BN0227* NAD 83(1986)-  30 57 54.     (N)    099 16 32.     (W)     SCALED    
 BN0227* NAVD 88     -       532.979  (meters)    1748.62   (feet)  ADJUSTED  
 BN0227  ___________________________________________________________________
 BN0227  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BN0227  DYNAMIC HT  -         532.255 (meters)    1746.24  (feet)  COMP
 BN0227  MODELED GRAV-     979,264.3   (mgal)                       NAVD 88
 BN0227
 BN0227  VERT ORDER  -  FIRST     CLASS II
 BN0227
 BN0227.The horizontal coordinates were scaled from a topographic map and have
 BN0227.an estimated accuracy of +/- 6 seconds.
 BN0227
 BN0227.The orthometric height was determined by differential leveling
 BN0227.and adjusted by the National Geodetic Survey in June 1991..
 BN0227
 BN0227.The geoid height was determined by GEOID03.
 BN0227
 BN0227.The dynamic height is computed by dividing the NAVD 88
 BN0227.geopotential number by the normal gravity value computed on the
 BN0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0227.degrees latitude (g = 980.6199 gals.).
 BN0227
 BN0227.The modeled gravity was interpolated from observed gravity values.
 BN0227
 BN0227;                    North         East    Units  Estimated Accuracy
 BN0227;SPC TX C     - 3,144,410.      801,050.      MT  (+/- 180 meters Scaled)
 BN0227
 BN0227                          SUPERSEDED SURVEY CONTROL
 BN0227
 BN0227  NGVD 29 (??/??/92)  532.914  (m)         1748.40   (f) ADJ UNCH    1 2
 BN0227
 BN0227.Superseded values are not recommended for survey control.
 BN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0227.See file dsdata.txt to determine how the superseded data were derived.
 BN0227
 BN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV736257(NAD 83)
 BN0227_MARKER: DB = BENCH MARK DISK
 BN0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0227_SP_SET: CULVERT
 BN0227_STAMPING: V 76 1931
 BN0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0227+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0227
 BN0227  HISTORY     - Date     Condition        Report By
 BN0227  HISTORY     - 1931     MONUMENTED       CGS
 BN0227  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0227  HISTORY     - 19950825 GOOD             USPSQD
 BN0227  HISTORY     - 20060318 GOOD             USPSQD
 BN0227
 BN0227                          STATION DESCRIPTION
 BN0227
 BN0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0227'12.6 MI SE FROM BRADY.
 BN0227'ON THE WEST SIDE OF A NO. 385 AT THE END OF A CURVE AND THE START OF
 BN0227'ANOTHER GRADE, 15 METERS WEST OF THE ROAD BY THE FENCE LINE, AND 2.65
 BN0227'MILES SOUTH OF CAMP SAN SABA POST OFFICE, PAINTED WHITE, AND ABOUT 150
 BN0227'METERS SOUTH OF MARK U 76 ON THE CURVE IN THE CULVERT.
 BN0227
 BN0227                          STATION RECOVERY (1995)
 BN0227
 BN0227'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0227'RECOVERED IN GOOD CONDITION.
 BN0227
 BN0227                          STATION RECOVERY (2006)
 BN0227
 BN0227'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0227'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0507 ***********************************************************************
 AN0507  DESIGNATION -  V 762
 AN0507  PID         -  AN0507
 AN0507  STATE/COUNTY-  TX/JACKSON
 AN0507  USGS QUAD   -  LA SALLE (1995)
 AN0507
 AN0507                         *CURRENT SURVEY CONTROL
 AN0507  ___________________________________________________________________
 AN0507* NAD 83(1986)-  28 46 58.     (N)    096 41 11.     (W)     SCALED    
 AN0507* NAVD 88     -         8.290  (meters)      27.20   (feet)  ADJUSTED  
 AN0507  ___________________________________________________________________
 AN0507  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0507  DYNAMIC HT  -           8.278 (meters)      27.16  (feet)  COMP
 AN0507  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 AN0507
 AN0507  VERT ORDER  -  FIRST     CLASS I
 AN0507
 AN0507.The horizontal coordinates were scaled from a topographic map and have
 AN0507.an estimated accuracy of +/- 6 seconds.
 AN0507
 AN0507.The orthometric height was determined by differential leveling
 AN0507.and adjusted by the National Geodetic Survey in June 1991..
 AN0507
 AN0507.The geoid height was determined by GEOID03.
 AN0507
 AN0507.The dynamic height is computed by dividing the NAVD 88
 AN0507.geopotential number by the normal gravity value computed on the
 AN0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0507.degrees latitude (g = 980.6199 gals.).
 AN0507
 AN0507.The modeled gravity was interpolated from observed gravity values.
 AN0507
 AN0507;                    North         East    Units  Estimated Accuracy
 AN0507;SPC TXSC     - 4,107,460.      825,870.      MT  (+/- 180 meters Scaled)
 AN0507
 AN0507                          SUPERSEDED SURVEY CONTROL
 AN0507
 AN0507  NGVD 29 (??/??/92)    8.408  (m)           27.59   (f) ADJ UNCH    1 1
 AN0507
 AN0507.Superseded values are not recommended for survey control.
 AN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0507.See file dsdata.txt to determine how the superseded data were derived.
 AN0507
 AN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS258861(NAD 83)
 AN0507_MARKER: DB = BENCH MARK DISK
 AN0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0507_STAMPING: V 762 1943
 AN0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0507+STABILITY: SURFACE MOTION
 AN0507
 AN0507  HISTORY     - Date     Condition        Report By
 AN0507  HISTORY     - 1943     MONUMENTED       CGS
 AN0507  HISTORY     - 1972     GOOD             NGS
 AN0507  HISTORY     - 1973     GOOD             NGS
 AN0507  HISTORY     - 1978     GOOD             NGS
 AN0507
 AN0507                          STATION DESCRIPTION
 AN0507
 AN0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0507'1.2 MI SW FROM LA SALLE.
 AN0507'ABOUT 1.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0507'CROSSING OF A PAVED ROAD AT LA SALLE, 88 1/2 FEET SOUTH-SOUTHWEST AND
 AN0507'ACROSS THE TRACK FROM MILEPOST 235, 77 FEET NORTHWEST OF THE CENTER
 AN0507'LINE OF FARM-TO-MARKET ROAD 616, 41 FEET SOUTHEAST OF THE SOUTHEAST
 AN0507'RAIL OF THE TRACK, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 AN0507'1/2 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 AN0507'CONCRETE POST WHICH PROJECTS 1 INCH.  NOTE-- THE CONCRETE ON THE
 AN0507'SOUTHWEST AND SOUTHEAST SIDES OF THE POST IS CHIPPED BUT THE MARK
 AN0507'APPEARS SOLID.
 AN0507
 AN0507                          STATION RECOVERY (1973)
 AN0507
 AN0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0507'RECOVERED IN GOOD CONDITION.
 AN0507
 AN0507                          STATION RECOVERY (1978)
 AN0507
 AN0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0940 ***********************************************************************
 AJ0940  DESIGNATION -  V 763
 AJ0940  PID         -  AJ0940
 AJ0940  STATE/COUNTY-  TX/ZAPATA
 AJ0940  USGS QUAD   -  CHARGOS CREEK (1980)
 AJ0940
 AJ0940                         *CURRENT SURVEY CONTROL
 AJ0940  ___________________________________________________________________
 AJ0940* NAD 83(1986)-  27 11 41.     (N)    099 05 59.     (W)     SCALED    
 AJ0940* NAVD 88     -       149.965  (meters)     492.01   (feet)  ADJUSTED  
 AJ0940  ___________________________________________________________________
 AJ0940  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AJ0940  DYNAMIC HT  -         149.723 (meters)     491.22  (feet)  COMP
 AJ0940  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 AJ0940
 AJ0940  VERT ORDER  -  SECOND    CLASS 0
 AJ0940
 AJ0940.The horizontal coordinates were scaled from a topographic map and have
 AJ0940.an estimated accuracy of +/- 6 seconds.
 AJ0940
 AJ0940.The orthometric height was determined by differential leveling
 AJ0940.and adjusted by the National Geodetic Survey in June 1991..
 AJ0940
 AJ0940.The geoid height was determined by GEOID03.
 AJ0940
 AJ0940.The dynamic height is computed by dividing the NAVD 88
 AJ0940.geopotential number by the normal gravity value computed on the
 AJ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0940.degrees latitude (g = 980.6199 gals.).
 AJ0940
 AJ0940.The modeled gravity was interpolated from observed gravity values.
 AJ0940
 AJ0940;                    North         East    Units  Estimated Accuracy
 AJ0940;SPC TX S     - 5,169,440.      240,580.      MT  (+/- 180 meters Scaled)
 AJ0940
 AJ0940                          SUPERSEDED SURVEY CONTROL
 AJ0940
 AJ0940  NGVD 29 (??/??/92)  149.999  (m)          492.12   (f) ADJ UNCH    2 0
 AJ0940
 AJ0940.Superseded values are not recommended for survey control.
 AJ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0940.See file dsdata.txt to determine how the superseded data were derived.
 AJ0940
 AJ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR901080(NAD 83)
 AJ0940_MARKER: DB = BENCH MARK DISK
 AJ0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0940_STAMPING: V 763 1943
 AJ0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0940+STABILITY: SURFACE MOTION
 AJ0940
 AJ0940  HISTORY     - Date     Condition        Report By
 AJ0940  HISTORY     - 1943     MONUMENTED       CGS
 AJ0940  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0940
 AJ0940                          STATION DESCRIPTION
 AJ0940
 AJ0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0940'19.65 MI S FROM AGUILARES.
 AJ0940'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0940'AGUILARES-- PROCEED 19.65 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0940'OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE SOUTHEAST OF A SMALL
 AJ0940'WOODEN BRIDGE, AND 13.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AJ0940'CENTERLINE OF ROAD.  IT IS 16.5 FEET WEST OF TELEPHONE POLE NO. 11,
 AJ0940'AND 3.0 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AJ0940'PROJECTS 0.4 FOOT.
 AJ0940
 AJ0940                          STATION RECOVERY (1975)
 AJ0940
 AJ0940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0984 ***********************************************************************
 AX0984  DESIGNATION -  V 765
 AX0984  PID         -  AX0984
 AX0984  STATE/COUNTY-  TX/FAYETTE
 AX0984  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0984
 AX0984                         *CURRENT SURVEY CONTROL
 AX0984  ___________________________________________________________________
 AX0984* NAD 83(1986)-  29 55 24.     (N)    096 56 45.     (W)     SCALED    
 AX0984* NAVD 88     -        88.825  (meters)     291.42   (feet)  ADJUSTED  
 AX0984  ___________________________________________________________________
 AX0984  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AX0984  DYNAMIC HT  -          88.703 (meters)     291.02  (feet)  COMP
 AX0984  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 AX0984
 AX0984  VERT ORDER  -  FIRST     CLASS I
 AX0984
 AX0984.The horizontal coordinates were scaled from a topographic map and have
 AX0984.an estimated accuracy of +/- 6 seconds.
 AX0984
 AX0984.The orthometric height was determined by differential leveling
 AX0984.and adjusted by the National Geodetic Survey in June 1991..
 AX0984
 AX0984.The geoid height was determined by GEOID03.
 AX0984
 AX0984.The dynamic height is computed by dividing the NAVD 88
 AX0984.geopotential number by the normal gravity value computed on the
 AX0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0984.degrees latitude (g = 980.6199 gals.).
 AX0984
 AX0984.The modeled gravity was interpolated from observed gravity values.
 AX0984
 AX0984;                    North         East    Units  Estimated Accuracy
 AX0984;SPC TXSC     - 4,233,370.      798,320.      MT  (+/- 180 meters Scaled)
 AX0984
 AX0984                          SUPERSEDED SURVEY CONTROL
 AX0984
 AX0984  NGVD 29 (??/??/92)   88.777  (m)          291.26   (f) ADJ UNCH    1 1
 AX0984
 AX0984.Superseded values are not recommended for survey control.
 AX0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0984.See file dsdata.txt to determine how the superseded data were derived.
 AX0984
 AX0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU982120(NAD 83)
 AX0984_MARKER: DB = BENCH MARK DISK
 AX0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0984_STAMPING: V 765 1943
 AX0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0984+STABILITY: SURFACE MOTION
 AX0984
 AX0984  HISTORY     - Date     Condition        Report By
 AX0984  HISTORY     - 1943     MONUMENTED       CGS
 AX0984  HISTORY     - 1973     GOOD             NGS
 AX0984  HISTORY     - 1978     GOOD             NGS
 AX0984
 AX0984                          STATION DESCRIPTION
 AX0984
 AX0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0984'1.55 MI SE FROM PLUM.
 AX0984'1.55 MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0984'CROSSING OF AN ASPHALT ROAD AT PLUM, 90 1/2 FEET SOUTHWEST AND ACROSS
 AX0984'THE TRACK FROM MILE POLE 984, 46.0 FEET SOUTHWEST OF THE SOUTHWEST
 AX0984'RAIL, 12 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.4 FEET NORTHEAST OF A
 AX0984'FENCE LINE, 1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 4 FEET LOWER
 AX0984'THAN THE TRACK, IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 AX0984'ABOVE THE GROUND.
 AX0984
 AX0984                          STATION RECOVERY (1978)
 AX0984
 AX0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1040 ***********************************************************************
 AX1040  DESIGNATION -  V 766
 AX1040  PID         -  AX1040
 AX1040  STATE/COUNTY-  TX/COLORADO
 AX1040  USGS QUAD   -  INDUSTRY (1981)
 AX1040
 AX1040                         *CURRENT SURVEY CONTROL
 AX1040  ___________________________________________________________________
 AX1040* NAD 83(1986)-  29 54 28.     (N)    096 32 48.     (W)     SCALED    
 AX1040* NAVD 88     -       107.115  (meters)     351.43   (feet)  ADJUSTED  
 AX1040  ___________________________________________________________________
 AX1040  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1040  DYNAMIC HT  -         106.969 (meters)     350.95  (feet)  COMP
 AX1040  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 AX1040
 AX1040  VERT ORDER  -  FIRST     CLASS I
 AX1040
 AX1040.The horizontal coordinates were scaled from a topographic map and have
 AX1040.an estimated accuracy of +/- 6 seconds.
 AX1040
 AX1040.The orthometric height was determined by differential leveling
 AX1040.and adjusted by the National Geodetic Survey in June 1991..
 AX1040
 AX1040.The geoid height was determined by GEOID03.
 AX1040
 AX1040.The dynamic height is computed by dividing the NAVD 88
 AX1040.geopotential number by the normal gravity value computed on the
 AX1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1040.degrees latitude (g = 980.6199 gals.).
 AX1040
 AX1040.The modeled gravity was interpolated from observed gravity values.
 AX1040
 AX1040;                    North         East    Units  Estimated Accuracy
 AX1040;SPC TXSC     - 4,232,390.      836,890.      MT  (+/- 180 meters Scaled)
 AX1040
 AX1040                          SUPERSEDED SURVEY CONTROL
 AX1040
 AX1040  NGVD 29 (12/23/87)  107.079  (m)          351.31   (f) ADJUSTED    1 1
 AX1040
 AX1040.Superseded values are not recommended for survey control.
 AX1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1040.See file dsdata.txt to determine how the superseded data were derived.
 AX1040
 AX1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU368110(NAD 83)
 AX1040_MARKER: DB = BENCH MARK DISK
 AX1040_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX1040_SP_SET: CULVERT HEADWALL
 AX1040_STAMPING: V 766 1943
 AX1040_MARK LOGO: CGS   
 AX1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1040+STABILITY: SURFACE MOTION
 AX1040
 AX1040  HISTORY     - Date     Condition        Report By
 AX1040  HISTORY     - 1943     MONUMENTED       CGS
 AX1040  HISTORY     - 1973     GOOD             NGS
 AX1040  HISTORY     - 1976     GOOD             NGS
 AX1040  HISTORY     - 1976     GOOD             NGS
 AX1040  HISTORY     - 1978     GOOD             NGS
 AX1040  HISTORY     - 1986     GOOD             NGS
 AX1040  HISTORY     - 1987     GOOD             USPSQD
 AX1040
 AX1040                          STATION DESCRIPTION
 AX1040
 AX1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1040'3.75 MI W FROM NEW ULM.
 AX1040'3.75 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1040'CROSSING OF FARM ROAD 109 AT NEW ULM, 6 1/2 POLES NORTHWEST OF MILE
 AX1040'POLE 1010, 0.25 MILE NORTHWEST OF MILE POLE 1010, MILE POLE 1010 IS AT
 AX1040'THE CROSSING OF AN ASPHALT ROAD, IN THE TOP AND 0.4 FOOT SOUTHEAST OF
 AX1040'THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A BOX CULVET,
 AX1040'12.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3 1/2 FEET LOWER
 AX1040'THAN THE TRACK.
 AX1040
 AX1040                          STATION RECOVERY (1976)
 AX1040
 AX1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1040'RECOVERED IN GOOD CONDITION.
 AX1040
 AX1040                          STATION RECOVERY (1976)
 AX1040
 AX1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1040'RECOVERED IN GOOD CONDITION.
 AX1040
 AX1040                          STATION RECOVERY (1978)
 AX1040
 AX1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1040'RECOVERED IN GOOD CONDITION.
 AX1040
 AX1040                          STATION RECOVERY (1986)
 AX1040
 AX1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1040'RECOVERED IN GOOD CONDITION.
 AX1040
 AX1040                          STATION RECOVERY (1987)
 AX1040
 AX1040'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0021 ***********************************************************************
 AX0021  DESIGNATION -  V 767
 AX0021  PID         -  AX0021
 AX0021  STATE/COUNTY-  TX/AUSTIN
 AX0021  USGS QUAD   -  SEALY (1981)
 AX0021
 AX0021                         *CURRENT SURVEY CONTROL
 AX0021  ___________________________________________________________________
 AX0021* NAD 83(1986)-  29 47 02.     (N)    096 10 47.     (W)     SCALED    
 AX0021* NAVD 88     -        65.23   (+/-2cm)     214.0    (feet)  VERTCON   
 AX0021  ___________________________________________________________________
 AX0021  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0021  OBS GRAVITY -     979,268.7   (mgal)                       GRAV_OBS
 AX0021
 AX0021  VERT ORDER  -  THIRD (See Below)
 AX0021
 AX0021.The horizontal coordinates were scaled from a topographic map and have
 AX0021.an estimated accuracy of +/- 6 seconds.
 AX0021
 AX0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0021.The vertical order pertains to the NGVD 29 superseded value.
 AX0021
 AX0021.The geoid height was determined by GEOID03.
 AX0021.The observed gravity was obtained from relative gravimeter ties
 AX0021.to the IGSN71 gravity network.
 AX0021
 AX0021;                    North         East    Units  Estimated Accuracy
 AX0021;SPC TXSC     - 4,219,460.      872,650.      MT  (+/- 180 meters Scaled)
 AX0021
 AX0021                          SUPERSEDED SURVEY CONTROL
 AX0021
 AX0021  NGVD 29 (??/??/??)   65.21   (m)          213.9    (f) RESET       3  
 AX0021
 AX0021.Superseded values are not recommended for survey control.
 AX0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0021.See file dsdata.txt to determine how the superseded data were derived.
 AX0021
 AX0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT726981(NAD 83)
 AX0021_MARKER: DB = BENCH MARK DISK
 AX0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0021_STAMPING: V 767 1943
 AX0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0021+STABILITY: SURFACE MOTION
 AX0021
 AX0021  HISTORY     - Date     Condition        Report By
 AX0021  HISTORY     - 1943     MONUMENTED       CGS
 AX0021  HISTORY     - 1973     GOOD             NGS
 AX0021  HISTORY     - 1976     GOOD             NGS
 AX0021  HISTORY     - 1976     GOOD             NGS
 AX0021  HISTORY     - 1978     GOOD             NGS
 AX0021  HISTORY     - 1986     MARK NOT FOUND   NGS
 AX0021  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0021
 AX0021                          STATION DESCRIPTION
 AX0021
 AX0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0021'1.3 MI W FROM SEALY.
 AX0021'1.3 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0021'CROSSING OF STATE HIGHWAY 36 AT SEALY, AT MILE POLE 1034, 22.4 FEET
 AX0021'NORTH OF THE NORTH RAIL, 122 FEET SOUTHWEST OF THE CENTER LINE OF FARM
 AX0021'ROAD 1094, 15 FEET SOUTH OF THE CENTER LINE OF FARM ROAD THAT
 AX0021'PARALLELS THE NORTH SIDE OF THE RAILROAD, 5 FEET NORTHWEST OF THE MILE
 AX0021'POLE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 AX0021'TRACK, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AX0021'GROUND.
 AX0021
 AX0021                          STATION RECOVERY (1976)
 AX0021
 AX0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0021'RECOVERED IN GOOD CONDITION.
 AX0021
 AX0021                          STATION RECOVERY (1976)
 AX0021
 AX0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0021'RECOVERED IN GOOD CONDITION.
 AX0021
 AX0021                          STATION RECOVERY (1978)
 AX0021
 AX0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0021'RECOVERED IN GOOD CONDITION.
 AX0021
 AX0021                          STATION RECOVERY (1986)
 AX0021
 AX0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0021'NOT RECOVERED.
 AX0021
 AX0021                          STATION RECOVERY (1999)
 AX0021
 AX0021'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0263 ***********************************************************************
 AW0263  DESIGNATION -  V 768
 AW0263  PID         -  AW0263
 AW0263  STATE/COUNTY-  TX/HARRIS
 AW0263  USGS QUAD   -  ADDICKS (1995)
 AW0263
 AW0263                         *CURRENT SURVEY CONTROL
 AW0263  ___________________________________________________________________
 AW0263* NAD 83(1986)-  29 47 10.     (N)    095 43 59.     (W)     SCALED    
 AW0263* NAVD 88     -        37.787  (meters)     123.97   (feet)  ADJUSTED  
 AW0263  ___________________________________________________________________
 AW0263  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW0263  DYNAMIC HT  -          37.735 (meters)     123.80  (feet)  COMP
 AW0263  MODELED GRAV-     979,276.7   (mgal)                       NAVD 88
 AW0263  OBS GRAVITY -     979,277.9   (mgal)                       GRAV_OBS
 AW0263
 AW0263  VERT ORDER  -  FIRST     CLASS I
 AW0263
 AW0263.The horizontal coordinates were scaled from a topographic map and have
 AW0263.an estimated accuracy of +/- 6 seconds.
 AW0263
 AW0263.The orthometric height was determined by differential leveling
 AW0263.and adjusted by the National Geodetic Survey in June 1991..
 AW0263
 AW0263.The geoid height was determined by GEOID03.
 AW0263
 AW0263.The dynamic height is computed by dividing the NAVD 88
 AW0263.geopotential number by the normal gravity value computed on the
 AW0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0263.degrees latitude (g = 980.6199 gals.).
 AW0263
 AW0263.The modeled gravity was interpolated from observed gravity values.
 AW0263.The observed gravity was obtained from relative gravimeter ties
 AW0263.to the IGSN71 gravity network.
 AW0263
 AW0263;                    North         East    Units  Estimated Accuracy
 AW0263;SPC TXSC     - 4,220,830.      915,820.      MT  (+/- 180 meters Scaled)
 AW0263
 AW0263                          SUPERSEDED SURVEY CONTROL
 AW0263
 AW0263  NGVD 29 (12/23/87)   37.777  (m)          123.94   (f) ADJUSTED    1 1
 AW0263
 AW0263.Superseded values are not recommended for survey control.
 AW0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0263.See file dsdata.txt to determine how the superseded data were derived.
 AW0263
 AW0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN357982(NAD 83)
 AW0263_MARKER: DB = BENCH MARK DISK
 AW0263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0263_SP_SET: HEADWALL
 AW0263_STAMPING: V 768 1943
 AW0263_MARK LOGO: CGS   
 AW0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0263+STABILITY: SURFACE MOTION
 AW0263
 AW0263  HISTORY     - Date     Condition        Report By
 AW0263  HISTORY     - 1943     MONUMENTED       CGS
 AW0263  HISTORY     - 1973     GOOD             NGS
 AW0263  HISTORY     - 1976     GOOD             NGS
 AW0263  HISTORY     - 1976     GOOD             NGS
 AW0263  HISTORY     - 1978     GOOD             NGS
 AW0263  HISTORY     - 1986     GOOD             NGS
 AW0263  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW0263
 AW0263                          STATION DESCRIPTION
 AW0263
 AW0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0263'5.2 MI E FROM KATY.
 AW0263'ABOUT 5.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0263'STATION AT KATY, ALSO 5.2 MILES WEST OF THE RAILROAD OVERPASS OVER
 AW0263'STATE HWY. 6 AT ADDICKS, 60 FEET NORTH OF THE CENTER LINE OF OLD U. S.
 AW0263'HWY. 90, 23 1/2 FEET SOUTH OF THE SOUTH RAIL, 116 1/2 FEET NORTHEAST
 AW0263'OF AN UNDERGROUND CABLE WARNING POLE 39, 1.2 FEET EAST OF THE WEST
 AW0263'END, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A
 AW0263'CONCRETE CULVERT BELOW THE LEVEL OF THE TRACKS, AND IS ABOUT 1 FOOT
 AW0263'BELOW THE LEVEL OF THE TRACKS.
 AW0263
 AW0263                          STATION RECOVERY (1976)
 AW0263
 AW0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0263'RECOVERED IN GOOD CONDITION.
 AW0263
 AW0263                          STATION RECOVERY (1976)
 AW0263
 AW0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0263'RECOVERED IN GOOD CONDITION.
 AW0263
 AW0263                          STATION RECOVERY (1978)
 AW0263
 AW0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0263'RECOVERED IN GOOD CONDITION.
 AW0263
 AW0263                          STATION RECOVERY (1986)
 AW0263
 AW0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0263'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.4 KM (5.2
 AW0263'MI) EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD FROM ITS
 AW0263'JUNCTION WITH AVENUE A IN KATY, OR 8.4 KM (5.2 MI) WESTERLY ALONG THE
 AW0263'MISSOURI KANSAS TEXAS RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 6
 AW0263'IN ADDICKS, IN TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF
 AW0263'A CULVERT UNDER THE RAILROAD, 35.5 M (116.5 FT) NORTHEAST OF
 AW0263'UNDERGROUND CABLE WARNING POLE NUMBER 39, 18.3 M (60.0 FT) NORTH OF
 AW0263'THE CENTERLINE OF OLD U.S. HIGHWAY 90 (FRONTAGE ROAD), 11.5 M (37.7
 AW0263'FT) SOUTH OF THE NEAR RAIL, AND 0.4 M (1.3 FT) EAST OF THE WEST END
 AW0263'OF THE HEADWALL.
 AW0263'THE MARK IS 0.3 M BELOW THE TRACKS.
 AW0263
 AW0263                          STATION RECOVERY (1995)
 AW0263
 AW0263'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4572 ***********************************************************************
 AW4572  DESIGNATION -  V 769
 AW4572  PID         -  AW4572
 AW4572  STATE/COUNTY-  TX/FORT BEND
 AW4572  USGS QUAD   -  FULSHEAR (1980)
 AW4572
 AW4572                         *CURRENT SURVEY CONTROL
 AW4572  ___________________________________________________________________
 AW4572* NAD 83(1986)-  29 41 03.     (N)    095 56 03.     (W)     SCALED    
 AW4572* NAVD 88     -        33.87   (+/-2cm)     111.1    (feet)  VERTCON   
 AW4572  ___________________________________________________________________
 AW4572  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW4572
 AW4572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4572
 AW4572.The horizontal coordinates were scaled from a topographic map and have
 AW4572.an estimated accuracy of +/- 6 seconds.
 AW4572
 AW4572.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4572.The vertical order pertains to the NGVD 29 superseded value.
 AW4572
 AW4572.The geoid height was determined by GEOID03.
 AW4572
 AW4572;                    North         East    Units  Estimated Accuracy
 AW4572;SPC TXSC     - 4,209,010.      896,670.      MT  (+/- 180 meters Scaled)
 AW4572
 AW4572                          SUPERSEDED SURVEY CONTROL
 AW4572
 AW4572  NGVD 29 (??/??/92)   33.87   (m)          111.1    (f) COMPUTED    2 0
 AW4572
 AW4572.Superseded values are not recommended for survey control.
 AW4572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4572.See file dsdata.txt to determine how the superseded data were derived.
 AW4572
 AW4572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN160873(NAD 83)
 AW4572_MARKER: DB = BENCH MARK DISK
 AW4572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4572_STAMPING: V 769 1943
 AW4572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4572+STABILITY: SURFACE MOTION
 AW4572
 AW4572  HISTORY     - Date     Condition        Report By
 AW4572  HISTORY     - 1943     MONUMENTED       CGS
 AW4572  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4572  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4572  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4572
 AW4572                          STATION DESCRIPTION
 AW4572
 AW4572'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4572'2.2 MI W FROM FULSHEAR.
 AW4572'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4572'STATION AT FULSHEAR-- PROCEED 2.2 MILES WESTERLY ALONG THE RAILROAD TO
 AW4572'SITE OF BENCH MARK.  BENCH MARK IS 42.0 FEET SOUTH OF AND ABOUT 3.0
 AW4572'FEET BELOW THE SOUTH RAIL OF TRACK, AND 36.0 FEET NORTH OF AND ABOUT
 AW4572'THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 5.4 FEET NORTH OF
 AW4572'THE RIGHT-OF-WAY FENCE, 4.2 FEET EAST OF THE EIGHTH POLE (ABOUT 0.3
 AW4572'MILE) EAST OF MILEPOST 36, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AW4572'MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  A STANDARD DISK, STAMPED V
 AW4572'769 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AW4572
 AW4572                          STATION RECOVERY (1987)
 AW4572
 AW4572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4572'NOT RECOVERED.
 AW4572
 AW4572                          STATION RECOVERY (1995)
 AW4572
 AW4572'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4572'MARK NOT FOUND.
 AW4572
 AW4572                          STATION RECOVERY (2004)
 AW4572
 AW4572'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0317 ***********************************************************************
 BN0317  DESIGNATION -  V 77
 BN0317  PID         -  BN0317
 BN0317  STATE/COUNTY-  TX/KIMBLE
 BN0317  USGS QUAD   -  JUNCTION (1974)
 BN0317
 BN0317                         *CURRENT SURVEY CONTROL
 BN0317  ___________________________________________________________________
 BN0317* NAD 83(1986)-  30 24 33.     (N)    099 51 04.     (W)     SCALED    
 BN0317* NAVD 88     -       560.996  (meters)    1840.53   (feet)  ADJUSTED  
 BN0317  ___________________________________________________________________
 BN0317  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BN0317  DYNAMIC HT  -         560.199 (meters)    1837.92  (feet)  COMP
 BN0317  MODELED GRAV-     979,202.4   (mgal)                       NAVD 88
 BN0317
 BN0317  VERT ORDER  -  FIRST     CLASS II
 BN0317
 BN0317.The horizontal coordinates were scaled from a topographic map and have
 BN0317.an estimated accuracy of +/- 6 seconds.
 BN0317
 BN0317.The orthometric height was determined by differential leveling
 BN0317.and adjusted by the National Geodetic Survey in June 1991..
 BN0317
 BN0317.The geoid height was determined by GEOID03.
 BN0317
 BN0317.The dynamic height is computed by dividing the NAVD 88
 BN0317.geopotential number by the normal gravity value computed on the
 BN0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0317.degrees latitude (g = 980.6199 gals.).
 BN0317
 BN0317.The modeled gravity was interpolated from observed gravity values.
 BN0317
 BN0317;                    North         East    Units  Estimated Accuracy
 BN0317;SPC TX C     - 3,082,410.      746,330.      MT  (+/- 180 meters Scaled)
 BN0317
 BN0317                          SUPERSEDED SURVEY CONTROL
 BN0317
 BN0317  NGVD 29 (??/??/92)  560.931  (m)         1840.32   (f) ADJ UNCH    1 2
 BN0317
 BN0317.Superseded values are not recommended for survey control.
 BN0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0317.See file dsdata.txt to determine how the superseded data were derived.
 BN0317
 BN0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU182644(NAD 83)
 BN0317_MARKER: DB = BENCH MARK DISK
 BN0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0317_STAMPING: 1840.321 V 77 1931
 BN0317_MARK LOGO: CGS   
 BN0317_PROJECTION: PROJECTING 10 CENTIMETERS
 BN0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0317+STABILITY: SURFACE MOTION
 BN0317
 BN0317  HISTORY     - Date     Condition        Report By
 BN0317  HISTORY     - 1931     MONUMENTED       CGS
 BN0317  HISTORY     - 1974     GOOD             USGS
 BN0317  HISTORY     - 1982     GOOD             NGS
 BN0317  HISTORY     - 1990     GOOD             USPSQD
 BN0317  HISTORY     - 1991     GOOD             USPSQD
 BN0317  HISTORY     - 19981121 GOOD             USPSQD
 BN0317
 BN0317                          STATION DESCRIPTION
 BN0317
 BN0317'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 BN0317'7.8 MI SW FROM JUNCTION.
 BN0317'JUNCTION, JCT. U.S. HWYS. 83 AND 377.  7.9 MI. S. OF ALONG U.S. HWY.
 BN0317'377 TO ENTRANCE TO V-H RANCH.  51 FT. E. OF THE CENTER OF THE HIGHWAY.
 BN0317'BETWEEN  TWO ROADS LEADING E.  A STANDARD BRONZE DISK STAMPED
 BN0317'1840.321 V 77 1931 SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 BN0317'GROUND.
 BN0317
 BN0317                          STATION RECOVERY (1982)
 BN0317
 BN0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0317'13.0 KM (8.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0317'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT THE ENTRANCE
 BN0317'ROAD TO THE V-H RANCH, 15.6 METERS (51.2 FT) SOUTHEAST OF THE
 BN0317'CENTERLINE OF THE HIGHWAY AND 8.0 METERS (26.2 FT) NORTHEAST OF THE
 BN0317'CENTER OF THE ENTRANCE ROAD.
 BN0317'THE MARK IS 1.3 METERS  SW FROM A WITNESS POST.
 BN0317'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0317
 BN0317                          STATION RECOVERY (1990)
 BN0317
 BN0317'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0317'RECOVERED IN GOOD CONDITION.
 BN0317
 BN0317                          STATION RECOVERY (1991)
 BN0317
 BN0317'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0317'RECOVERED IN GOOD CONDITION.
 BN0317
 BN0317                          STATION RECOVERY (1998)
 BN0317
 BN0317'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0377 ***********************************************************************
 AE0377  DESIGNATION -  V 770
 AE0377  PID         -  AE0377
 AE0377  STATE/COUNTY-  TX/HIDALGO
 AE0377  USGS QUAD   -  MISSION (1983)
 AE0377
 AE0377                         *CURRENT SURVEY CONTROL
 AE0377  ___________________________________________________________________
 AE0377* NAD 83(1986)-  26 13 05.     (N)    098 21 19.     (W)     SCALED    
 AE0377* NAVD 88     -        39.824  (meters)     130.66   (feet)  ADJUSTED  
 AE0377  ___________________________________________________________________
 AE0377  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0377  DYNAMIC HT  -          39.758 (meters)     130.44  (feet)  COMP
 AE0377  MODELED GRAV-     978,992.3   (mgal)                       NAVD 88
 AE0377
 AE0377  VERT ORDER  -  FIRST     CLASS II
 AE0377
 AE0377.The horizontal coordinates were scaled from a topographic map and have
 AE0377.an estimated accuracy of +/- 6 seconds.
 AE0377
 AE0377.The orthometric height was determined by differential leveling
 AE0377.and adjusted by the National Geodetic Survey in June 1991..
 AE0377.WARNING-Repeat measurements at this control monument indicate possible
 AE0377.vertical movement.
 AE0377
 AE0377.The geoid height was determined by GEOID03.
 AE0377
 AE0377.The dynamic height is computed by dividing the NAVD 88
 AE0377.geopotential number by the normal gravity value computed on the
 AE0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0377.degrees latitude (g = 980.6199 gals.).
 AE0377
 AE0377.The modeled gravity was interpolated from observed gravity values.
 AE0377
 AE0377;                    North         East    Units  Estimated Accuracy
 AE0377;SPC TX S     - 5,061,100.      314,460.      MT  (+/- 180 meters Scaled)
 AE0377
 AE0377                          SUPERSEDED SURVEY CONTROL
 AE0377
 AE0377.No superseded survey control is available for this station.
 AE0377
 AE0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP644999(NAD 83)
 AE0377_MARKER: DB = BENCH MARK DISK
 AE0377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE0377_SP_SET: CULVERT HEADWALL
 AE0377_STAMPING: V 770 1942
 AE0377_MARK LOGO: CGS   
 AE0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0377+STABILITY: SURFACE MOTION
 AE0377
 AE0377  HISTORY     - Date     Condition        Report By
 AE0377  HISTORY     - 1942     MONUMENTED       CGS
 AE0377  HISTORY     - 1943     GOOD             CGS
 AE0377  HISTORY     - 1981     GOOD             NGS
 AE0377  HISTORY     - 1987     GOOD             USPSQD
 AE0377  HISTORY     - 19920409 GOOD             USPSQD
 AE0377
 AE0377                          STATION DESCRIPTION
 AE0377
 AE0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0377'2.0 MI W FROM MISSION.
 AE0377'TO REACH FROM THE MISSOURI PACIFIC RAILROAD PASSENGER STATION AT
 AE0377'MISSION, PROCEED 2.0 MILES WESTERLY ALONG THE TRACK TO A CONCRETE
 AE0377'RAILROAD CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0377'HORIZONTALLY IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 3X4
 AE0377'FOOT CONCRETE BOX CULVERT UNDER THE RAILROAD.  IT IS 0.2 MILE EAST OF
 AE0377'MILE POST NO. A 42, 102.0 FEET NORTHEAST OF AND ACROSS THE TRACK FROM
 AE0377'TELEGRAPH POLE NO. HE1680, 11.5 FEET NORTH OF AND ABOUT 1.5 FOOT BELOW
 AE0377'THE CENTERLINE OF THE TRACK.
 AE0377
 AE0377                          STATION RECOVERY (1943)
 AE0377
 AE0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0377'BENCH MARK IS ABOUT 2.0 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AE0377'RAILROAD FROM THE STATION AT MISSION, ABOUT 0.2 MILE EAST OF MILE
 AE0377'POLE NO. A-42, ABOUT 80.0 FEET SOUTH OF THE CENTERLINE OF U.S.
 AE0377'HIGHWAY NO. 83, AND 11.5 FEET NORTH OF AND ABOUT 1.5 FEET BELOW THE
 AE0377'CENTERLINE OF THE TRACKS. IT IS SET HORIZONTALLY IN THE EAST END OF
 AE0377'THE NORTH HEADWALL OF CONCRETE CULVERT UNDER THE RAILROAD. A DISK SET
 AE0377'IN DRILL HOLE.
 AE0377
 AE0377                          STATION RECOVERY (1981)
 AE0377
 AE0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0377'2.6 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS WESTBOUND FROM THE
 AE0377'JUNCTION OF FARM ROAD 107 NORTH AT MISSION, THENCE 0.6 KM (0.35 MI)
 AE0377'WEST ALONG LOOP 374, SET IN THE TOP AT THE EAST END OF THE NORTH
 AE0377'HEADWALL OF A CONCRETE HEADWALL UNDER THE TRACKS, 24.4 METERS
 AE0377'(80.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 METERS (10.0 FT)
 AE0377'NORTH OF THE NORTH RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS.
 AE0377
 AE0377                          STATION RECOVERY (1987)
 AE0377
 AE0377'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0377'RECOVERED IN GOOD CONDITION.
 AE0377
 AE0377                          STATION RECOVERY (1992)
 AE0377
 AE0377'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0788 ***********************************************************************
 AE0788  DESIGNATION -  V 771
 AE0788  PID         -  AE0788
 AE0788  STATE/COUNTY-  TX/ZAPATA
 AE0788  USGS QUAD   -  LOPENO (1965)
 AE0788
 AE0788                         *CURRENT SURVEY CONTROL
 AE0788  ___________________________________________________________________
 AE0788* NAD 83(1986)-  26 43 28.     (N)    099 00 50.     (W)     SCALED    
 AE0788* NAVD 88     -       130.597  (meters)     428.47   (feet)  ADJUSTED  
 AE0788  ___________________________________________________________________
 AE0788  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AE0788  DYNAMIC HT  -         130.385 (meters)     427.77  (feet)  COMP
 AE0788  MODELED GRAV-     979,018.9   (mgal)                       NAVD 88
 AE0788
 AE0788  VERT ORDER  -  SECOND    CLASS 0
 AE0788
 AE0788.The horizontal coordinates were scaled from a topographic map and have
 AE0788.an estimated accuracy of +/- 6 seconds.
 AE0788
 AE0788.The orthometric height was determined by differential leveling
 AE0788.and adjusted by the National Geodetic Survey in June 1991..
 AE0788
 AE0788.The geoid height was determined by GEOID03.
 AE0788
 AE0788.The dynamic height is computed by dividing the NAVD 88
 AE0788.geopotential number by the normal gravity value computed on the
 AE0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0788.degrees latitude (g = 980.6199 gals.).
 AE0788
 AE0788.The modeled gravity was interpolated from observed gravity values.
 AE0788
 AE0788;                    North         East    Units  Estimated Accuracy
 AE0788;SPC TX S     - 5,117,300.      248,880.      MT  (+/- 180 meters Scaled)
 AE0788
 AE0788                          SUPERSEDED SURVEY CONTROL
 AE0788
 AE0788  NGVD 29 (??/??/92)  130.656  (m)          428.66   (f) ADJ UNCH    2 0
 AE0788
 AE0788.Superseded values are not recommended for survey control.
 AE0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0788.See file dsdata.txt to determine how the superseded data were derived.
 AE0788
 AE0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ986559(NAD 83)
 AE0788_MARKER: DB = BENCH MARK DISK
 AE0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0788_SP_SET: WATER TANK
 AE0788_STAMPING: V 771 1942
 AE0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0788
 AE0788  HISTORY     - Date     Condition        Report By
 AE0788  HISTORY     - 1942     MONUMENTED       CGS
 AE0788
 AE0788                          STATION DESCRIPTION
 AE0788
 AE0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0788'20.5 MI SW FROM GUERRA.
 AE0788'TO REACH FROM THE INTERSECTION OF A DIRT ROAD (2.6 MILES SOUTH OF
 AE0788'GUERRA) PROCEED 10.9 MILES SOUTHWESTERLY ALONG DIRT ROAD TO THE
 AE0788'JUNCTION OF A COUNTY GRAVEL ROAD, THENCE CONTINUE 2.1 MILES SOUTH
 AE0788'ALONG COUNTY ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING WESTERLY,
 AE0788'THENCE 2.0 MILES WESTERLY ALONG DIRT ROAD TO THE INTERSECTION OF A
 AE0788'TRACK ROAD RUNNING NORTHEAST AND SOUTHWEST ALONG A FENCE LINE, THENCE
 AE0788'0.3 MILE SOUTHWEST ALONG FENCE LINE TO THE INTERSECTION OF A TRACK
 AE0788'ROAD LEADING NORTHWESTERLY, THENCE 2.6 MILES NORTHWESTERLY ALONG A
 AE0788'WINDING TRACK ROAD TO CIRCULAR CONCRETE WATER TANK ON THE PADERNAL
 AE0788'RANCH AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AE0788'TOP OF THE SOUTHWEST SIDE OF THE WATER TANK.  IT IS 54.0 FEET SOUTH OF
 AE0788'A WINDMILL, 24.0 FEET SOUTH OF ANOTHER LARGE CIRCULAR CONCRETE WATER
 AE0788'TANK, 8.0 FEET NORTHEAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF
 AE0788'DIRT ROAD.  IT IS 2.0 FEET SOUTHEAST OF THE A PASTURE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0788 ***********************************************************************
 AB0788  DESIGNATION -  V 773
 AB0788  PID         -  AB0788
 AB0788  STATE/COUNTY-  TX/HIDALGO
 AB0788  USGS QUAD   -  MERCEDES (1983)
 AB0788
 AB0788                         *CURRENT SURVEY CONTROL
 AB0788  ___________________________________________________________________
 AB0788* NAD 83(1986)-  26 08 59.     (N)    097 55 48.     (W)     SCALED    
 AB0788* NAVD 88     -        22.842  (meters)      74.94   (feet)  ADJUSTED  
 AB0788  ___________________________________________________________________
 AB0788  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AB0788  DYNAMIC HT  -          22.805 (meters)      74.82  (feet)  COMP
 AB0788  MODELED GRAV-     979,013.3   (mgal)                       NAVD 88
 AB0788
 AB0788  VERT ORDER  -  FIRST     CLASS II
 AB0788
 AB0788.The horizontal coordinates were scaled from a topographic map and have
 AB0788.an estimated accuracy of +/- 6 seconds.
 AB0788
 AB0788.The orthometric height was determined by differential leveling
 AB0788.and adjusted by the National Geodetic Survey in June 1991..
 AB0788
 AB0788.The geoid height was determined by GEOID03.
 AB0788
 AB0788.The dynamic height is computed by dividing the NAVD 88
 AB0788.geopotential number by the normal gravity value computed on the
 AB0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0788.degrees latitude (g = 980.6199 gals.).
 AB0788
 AB0788.The modeled gravity was interpolated from observed gravity values.
 AB0788
 AB0788;                    North         East    Units  Estimated Accuracy
 AB0788;SPC TX S     - 5,053,650.      357,000.      MT  (+/- 180 meters Scaled)
 AB0788
 AB0788                          SUPERSEDED SURVEY CONTROL
 AB0788
 AB0788  NGVD 29 (??/??/92)   22.962  (m)           75.33   (f) ADJ UNCH    1 2
 AB0788
 AB0788.Superseded values are not recommended for survey control.
 AB0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0788.See file dsdata.txt to determine how the superseded data were derived.
 AB0788
 AB0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP069927(NAD 83)
 AB0788_MARKER: DB = BENCH MARK DISK
 AB0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0788_SP_SET: BRIDGE
 AB0788_STAMPING: V 773 1942
 AB0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0788
 AB0788  HISTORY     - Date     Condition        Report By
 AB0788  HISTORY     - 1942     MONUMENTED       CGS
 AB0788  HISTORY     - 1943     GOOD             NGS
 AB0788  HISTORY     - 1958     GOOD             DOD
 AB0788  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0788  HISTORY     - 1988     GOOD             USPSQD
 AB0788
 AB0788                          STATION DESCRIPTION
 AB0788
 AB0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0788'1.0 MI W FROM MERCEDES.
 AB0788'BENCH MARK IS ABOUT ONE MILE WESTERLY ALONG THE MISSOURI PACIFIC
 AB0788'RAILROAD FROM THE STATION AT MERCEDES.  IT IS ABOUT 350.0 FEET
 AB0788'SOUTHEAST OF MILE POLE NO. A-15, AT CONCRETE HIGHWAY BRIDGE OVER
 AB0788'FLOODWAY, 12.0 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY NO. 83
 AB0788'AND 5.5 FEET EAST OF THE WEST END OF THE FLOODWAY.  IT IS SET
 AB0788'HORIZONTALLY IN THE NORTH CURB OF THE BRIDGE.  A DISK SET IN DRILL
 AB0788'HOLE.  NOTE-- 15 FEET NORTH OF THE CENTERLINE OF E-W HIGHWAY, 0.9 FEET
 AB0788'HIGHER IN ELEVATION, 270 FEET SOUTH OF THE CENTERLINE OF E-W RAILROAD
 AB0788'TRACK, 3.2 FEET HIGHER IN ELEVATION, AND SET IN THE NORTHWEST END OF
 AB0788'BRIDGE.
 AB0788
 AB0788                          STATION RECOVERY (1958)
 AB0788
 AB0788'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 AB0788'RECOVERED IN GOOD CONDITION.
 AB0788
 AB0788                          STATION RECOVERY (1981)
 AB0788
 AB0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0788'MARK WAS NOT RECOVERED, THE BRIDGE THE MARK WAS SET IN HAS BEEN
 AB0788'REMOVED, A NEW BRIDGE HAS BEEN ERECTED.
 AB0788
 AB0788                          STATION RECOVERY (1988)
 AB0788
 AB0788'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1311 ***********************************************************************
 AB1311  SACS        -  This is a Secondary Airport Control Station.
 AB1311  DESIGNATION -  V 773 RESET 1981
 AB1311  PID         -  AB1311
 AB1311  STATE/COUNTY-  TX/HIDALGO
 AB1311  USGS QUAD   -  MERCEDES (1983)
 AB1311
 AB1311                         *CURRENT SURVEY CONTROL
 AB1311  ___________________________________________________________________
 AB1311* NAD 83(1986)-  26 08 59.     (N)    097 55 49.     (W)     SCALED    
 AB1311* NAVD 88     -        22.408  (meters)      73.52   (feet)  ADJUSTED  
 AB1311  ___________________________________________________________________
 AB1311  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AB1311  DYNAMIC HT  -          22.372 (meters)      73.40  (feet)  COMP
 AB1311  MODELED GRAV-     979,013.3   (mgal)                       NAVD 88
 AB1311
 AB1311  VERT ORDER  -  FIRST     CLASS II
 AB1311
 AB1311.This mark is at Garner Fld (UVA) Airport (UVA)
 AB1311
 AB1311.The horizontal coordinates were scaled from a topographic map and have
 AB1311.an estimated accuracy of +/- 6 seconds.
 AB1311
 AB1311.The orthometric height was determined by differential leveling
 AB1311.and adjusted by the National Geodetic Survey in June 1991..
 AB1311
 AB1311.The geoid height was determined by GEOID03.
 AB1311
 AB1311.The dynamic height is computed by dividing the NAVD 88
 AB1311.geopotential number by the normal gravity value computed on the
 AB1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1311.degrees latitude (g = 980.6199 gals.).
 AB1311
 AB1311.The modeled gravity was interpolated from observed gravity values.
 AB1311
 AB1311;                    North         East    Units  Estimated Accuracy
 AB1311;SPC TX S     - 5,053,650.      356,970.      MT  (+/- 180 meters Scaled)
 AB1311
 AB1311                          SUPERSEDED SURVEY CONTROL
 AB1311
 AB1311.No superseded survey control is available for this station.
 AB1311
 AB1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP069927(NAD 83)
 AB1311_MARKER: DB = BENCH MARK DISK
 AB1311_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB1311_SP_SET: BRIDGE
 AB1311_STAMPING: V 773 RESET 1981
 AB1311_MARK LOGO: NGS   
 AB1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1311+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AB1311
 AB1311  HISTORY     - Date     Condition        Report By
 AB1311  HISTORY     - 1981     MONUMENTED       TXHD
 AB1311  HISTORY     - 1981     GOOD             NGS
 AB1311  HISTORY     - 20040206 GOOD             GEOCAC
 AB1311
 AB1311                          STATION DESCRIPTION
 AB1311
 AB1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1311'1.7 KM (1.1 MI) WEST FROM MERCEDES.
 AB1311'1.7 KM (1.1 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB1311'OF FARM ROAD 491 IN MERCEDES, SET IN THE TOP OF CONCRETE RAIL AT THE
 AB1311'WEST END OF A LARGE BRIDGE OVER THE NORTH FLOODWAY, 3.0 METERS
 AB1311'(10.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES, 4.3 METERS
 AB1311'(14.0 FT) EAST OF A METAL REFLECTOR POST, 4.0 METERS (13.0 FT) EAST OF
 AB1311'THE WEST END OF A CONCRETE WINGWALL, 1.5 METERS (5.0 FT) EAST OF BENCH
 AB1311'MARK W 1421 1981, 0.15 METERS (0.5 FT) NORTH OF A METAL GUARD RAIL.
 AB1311'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1311
 AB1311                          STATION RECOVERY (2004)
 AB1311
 AB1311'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1311'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0869 ***********************************************************************
 AE0869  DESIGNATION -  V 774
 AE0869  PID         -  AE0869
 AE0869  STATE/COUNTY-  TX/JIM HOGG
 AE0869  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0869
 AE0869                         *CURRENT SURVEY CONTROL
 AE0869  ___________________________________________________________________
 AE0869* NAD 83(1986)-  26 47 36.     (N)    098 37 45.     (W)     SCALED    
 AE0869* NAVD 88     -       135.356  (meters)     444.08   (feet)  ADJUSTED  
 AE0869  ___________________________________________________________________
 AE0869  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AE0869  DYNAMIC HT  -         135.134 (meters)     443.35  (feet)  COMP
 AE0869  MODELED GRAV-     979,008.0   (mgal)                       NAVD 88
 AE0869
 AE0869  VERT ORDER  -  SECOND    CLASS 0
 AE0869
 AE0869.The horizontal coordinates were scaled from a topographic map and have
 AE0869.an estimated accuracy of +/- 6 seconds.
 AE0869
 AE0869.The orthometric height was determined by differential leveling
 AE0869.and adjusted by the National Geodetic Survey in June 1991..
 AE0869
 AE0869.The geoid height was determined by GEOID03.
 AE0869
 AE0869.The dynamic height is computed by dividing the NAVD 88
 AE0869.geopotential number by the normal gravity value computed on the
 AE0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0869.degrees latitude (g = 980.6199 gals.).
 AE0869
 AE0869.The modeled gravity was interpolated from observed gravity values.
 AE0869
 AE0869;                    North         East    Units  Estimated Accuracy
 AE0869;SPC TX S     - 5,124,830.      287,160.      MT  (+/- 180 meters Scaled)
 AE0869
 AE0869                          SUPERSEDED SURVEY CONTROL
 AE0869
 AE0869  NGVD 29 (??/??/92)  135.408  (m)          444.25   (f) ADJ UNCH    2 0
 AE0869
 AE0869.Superseded values are not recommended for survey control.
 AE0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0869.See file dsdata.txt to determine how the superseded data were derived.
 AE0869
 AE0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ368635(NAD 83)
 AE0869_MARKER: DB = BENCH MARK DISK
 AE0869_SETTING: 66 = SET IN ROCK OUTCROP
 AE0869_SP_SET: LIME STONE OUTCROP
 AE0869_STAMPING: V 774 1942
 AE0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0869+STABILITY: POSITION/ELEVATION WELL
 AE0869
 AE0869  HISTORY     - Date     Condition        Report By
 AE0869  HISTORY     - 1942     MONUMENTED       CGS
 AE0869  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0869
 AE0869                          STATION DESCRIPTION
 AE0869
 AE0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0869'IN RANCHO VIEJO.
 AE0869'BENCH MARK IS AT RANCHO VIEJO (A SMALL MEXICAN VILLAGE ABOUT MIDWAY
 AE0869'BETWEEN RIO GRANDE CITY AND HEBBRONVILLE).  IT IS ABOUT 130.0 FEET
 AE0869'EAST OF THE CENTERLINE OF THE HEBBRONVILLE-RIO GRANDE CITY ROAD, AT
 AE0869'THE INTERSECTION OF ROAD LEADING EAST TO SANTA ELENA.  IT IS ABOUT
 AE0869'50.0 FEET EAST OF AND MIDWAY BETWEEN TWO MEXICAN HOUSES, AND SET
 AE0869'HORIZONTALLY IN THE TOP OF A 3X6 FOOT LIMESTONE OUTCROP, 8 FEET NORTH
 AE0869'OF AND ABOUT THE SAME ELEVATION OF THE CENTERLINE OF TRACK ROAD
 AE0869'LEADING EAST.
 AE0869
 AE0869                          STATION RECOVERY (1972)
 AE0869
 AE0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0124 ***********************************************************************
 AB0124  DESIGNATION -  V 776
 AB0124  PID         -  AB0124
 AB0124  STATE/COUNTY-  TX/CAMERON
 AB0124  USGS QUAD   -  SOUTHMOST (1955)
 AB0124
 AB0124                         *CURRENT SURVEY CONTROL
 AB0124  ___________________________________________________________________
 AB0124* NAD 83(1986)-  25 51 52.     (N)    097 22 38.     (W)     SCALED    
 AB0124* NAVD 88     -         5.883  (meters)      19.30   (feet)  ADJUSTED  
 AB0124  ___________________________________________________________________
 AB0124  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 AB0124  DYNAMIC HT  -           5.874 (meters)      19.27  (feet)  COMP
 AB0124  MODELED GRAV-     979,038.0   (mgal)                       NAVD 88
 AB0124
 AB0124  VERT ORDER  -  SECOND    CLASS 0
 AB0124
 AB0124.The horizontal coordinates were scaled from a topographic map and have
 AB0124.an estimated accuracy of +/- 6 seconds.
 AB0124
 AB0124.The orthometric height was determined by differential leveling
 AB0124.and adjusted by the National Geodetic Survey in June 1991..
 AB0124
 AB0124.The geoid height was determined by GEOID03.
 AB0124
 AB0124.The dynamic height is computed by dividing the NAVD 88
 AB0124.geopotential number by the normal gravity value computed on the
 AB0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0124.degrees latitude (g = 980.6199 gals.).
 AB0124
 AB0124.The modeled gravity was interpolated from observed gravity values.
 AB0124
 AB0124;                    North         East    Units  Estimated Accuracy
 AB0124;SPC TX S     - 5,022,410.      412,550.      MT  (+/- 180 meters Scaled)
 AB0124
 AB0124                          SUPERSEDED SURVEY CONTROL
 AB0124
 AB0124  NGVD 29 (??/??/92)    5.97   (m)           19.6    (f) COMPUTED    2 0
 AB0124
 AB0124.Superseded values are not recommended for survey control.
 AB0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0124.See file dsdata.txt to determine how the superseded data were derived.
 AB0124
 AB0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP626616(NAD 83)
 AB0124_MARKER: DB = BENCH MARK DISK
 AB0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0124_SP_SET: CULVERT
 AB0124_STAMPING: V 776 1942
 AB0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0124
 AB0124  HISTORY     - Date     Condition        Report By
 AB0124  HISTORY     - 1942     MONUMENTED       CGS
 AB0124  HISTORY     - 1950     GOOD             NGS
 AB0124  HISTORY     - 1955     GOOD             USGS
 AB0124  HISTORY     - 19910417 MARK NOT FOUND   USPSQD
 AB0124
 AB0124                          STATION DESCRIPTION
 AB0124
 AB0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0124'10.0 MI SE FROM BROWNSVILLE.
 AB0124'FROM THE N. END OF THE GATEWAY BRIDGE IN BROWNSVILLE, GO NE. ON STATE
 AB0124'HIGHWAY NO.4 (E 14TH STREET) FOR 1.4 MILES TO INTERSECTION OF
 AB0124'SOUTHMOST ROAD, TURN SE. (RIGHT) ON SOUTHMOST ROAD AND GO 7.5 MILES TO
 AB0124'END OF PAVEMENT, CONTINUE SOUTHERLY ON GRADED DIRT ROAD FOR 0.1 MILE
 AB0124'TO T ROAD E., TURN E. (LEFT) GO 0.9 MILE TO INTERSECTION WITH A N-S
 AB0124'ROAD, TURN N. (LEFT) GO 0.1 MILE TO DITCH AND SITE OF MARK. BENCH MARK
 AB0124'IS SET HORIZONTALLY IN TOP OF THE E. END OF A CONCRETE HEADWALL OF
 AB0124'PIPE CULVERT IN A DRAIN DITCH ON THE N. SIDE OF THE CANAL, 18 FT. W.
 AB0124'OF AND 1.0 FT. BELOW THE CENTERLINE OF ROAD.  IT IS A STANDARD DISK
 AB0124'SET IN A DRILL HOLE.
 AB0124
 AB0124                          STATION RECOVERY (1955)
 AB0124
 AB0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AB0124'RECOVERED IN GOOD CONDITION.
 AB0124
 AB0124                          STATION RECOVERY (1991)
 AB0124
 AB0124'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0606 ***********************************************************************
 AJ0606  DESIGNATION -  V 777 RESET 1947
 AJ0606  PID         -  AJ0606
 AJ0606  STATE/COUNTY-  TX/JIM HOGG
 AJ0606  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0606
 AJ0606                         *CURRENT SURVEY CONTROL
 AJ0606  ___________________________________________________________________
 AJ0606* NAD 83(1986)-  27 04 31.     (N)    098 52 04.     (W)     SCALED    
 AJ0606* NAVD 88     -        50.73   (meters)     166.4    (feet)  RESET     
 AJ0606  ___________________________________________________________________
 AJ0606  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AJ0606
 AJ0606  VERT ORDER  -  THIRD
 AJ0606
 AJ0606.The horizontal coordinates were scaled from a topographic map and have
 AJ0606.an estimated accuracy of +/- 6 seconds.
 AJ0606
 AJ0606.The orthometric height was computed from unverified reset data.
 AJ0606
 AJ0606.The geoid height was determined by GEOID03.
 AJ0606
 AJ0606;                    North         East    Units  Estimated Accuracy
 AJ0606;SPC TX S     - 5,156,120.      263,520.      MT  (+/- 180 meters Scaled)
 AJ0606
 AJ0606                          SUPERSEDED SURVEY CONTROL
 AJ0606
 AJ0606.No superseded survey control is available for this station.
 AJ0606
 AJ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ131947(NAD 83)
 AJ0606_MARKER: DB = BENCH MARK DISK
 AJ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0606_STAMPING: V 777 RESET 1947
 AJ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0606+STABILITY: SURFACE MOTION
 AJ0606
 AJ0606  HISTORY     - Date     Condition        Report By
 AJ0606  HISTORY     - 1947     MONUMENTED       CGS
 AJ0606  HISTORY     - 1968     MARK NOT FOUND   NGS
 AJ0606
 AJ0606                          STATION DESCRIPTION
 AJ0606
 AJ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AJ0606'22.7 MI SW FROM HEBBRONVILLE.
 AJ0606'ABOUT 22.7 MILES SOUTHWEST ALONG THE ZAPATA ROAD (FARM-TO-MARKET ROAD
 AJ0606'496) FROM THE JUNCTION OF STATE HIGHWAY AT HEBBRONVILLE, JIM HOGG
 AJ0606'COUNTY, 0.9 MILE EAST OF THE RANDADO CAFE AT THE JUNCTION OF A ROAD
 AJ0606'LEADING NORTH, 0.1 MILE WEST OF A CATTLE GUARD IN THE SOUTH FENCE, 54
 AJ0606'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 SOUTH OF THE
 AJ0606'RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 AJ0606'STANDARD DISK, STAMPED V 777 RESET 1947 AND SET IN THE TOP OF A
 AJ0606'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- IT IS BELIEVE
 AJ0606'THIS BENCH MARK WAS DESTROYED WHEN THE ROAD RIGHT-OF-WAY WAS WIDENED
 AJ0606'AND THE ROAD BED WAS BUILT UP AND RESURFACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0653 ***********************************************************************
 AJ0653  DESIGNATION -  V 778 RESET 1947
 AJ0653  PID         -  AJ0653
 AJ0653  STATE/COUNTY-  TX/JIM HOGG
 AJ0653  USGS QUAD   -  RANDADO (1972)
 AJ0653
 AJ0653                         *CURRENT SURVEY CONTROL
 AJ0653  ___________________________________________________________________
 AJ0653* NAD 83(1986)-  27 04 49.     (N)    098 54 01.     (W)     SCALED    
 AJ0653* NAVD 88     -       191.52   (meters)     628.3    (feet)  RESET     
 AJ0653  ___________________________________________________________________
 AJ0653  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AJ0653
 AJ0653  VERT ORDER  -  THIRD
 AJ0653
 AJ0653.The horizontal coordinates were scaled from a topographic map and have
 AJ0653.an estimated accuracy of +/- 6 seconds.
 AJ0653
 AJ0653.The orthometric height was computed from unverified reset data.
 AJ0653
 AJ0653.The geoid height was determined by GEOID03.
 AJ0653
 AJ0653;                    North         East    Units  Estimated Accuracy
 AJ0653;SPC TX S     - 5,156,680.      260,300.      MT  (+/- 180 meters Scaled)
 AJ0653
 AJ0653                          SUPERSEDED SURVEY CONTROL
 AJ0653
 AJ0653.No superseded survey control is available for this station.
 AJ0653
 AJ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ098953(NAD 83)
 AJ0653_MARKER: DB = BENCH MARK DISK
 AJ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0653_STAMPING: V 778 RESET 1947
 AJ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0653+STABILITY: SURFACE MOTION
 AJ0653
 AJ0653  HISTORY     - Date     Condition        Report By
 AJ0653  HISTORY     - 1947     MONUMENTED       CGS
 AJ0653  HISTORY     - 1949     GOOD             NGS
 AJ0653  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0653
 AJ0653                          STATION DESCRIPTION
 AJ0653
 AJ0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0653'6.8 MI NE FROM ESCOBAS.
 AJ0653'A STANDARD DISK SET IN A CONCRETE MONUMENT, PROJECTING 3 INCHES, 36
 AJ0653'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF THE SOUTH
 AJ0653'RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE 4X4 WITNESS POST AND AT THE
 AJ0653'BOTTOM OF A SLOPE RISING TO THE EAST.  TO REACH FROM ESCOBAS - GO
 AJ0653'NORTH AND EAST ON THE HIGHWAY FROM THE CEMETERY 6.8 MILES TO THE BENCH
 AJ0653'MARK ON THE RIGHT OR SOUTH SIDE OF THE HIGHWAY.  THIS IS 25.0 MILES
 AJ0653'SOUTH WEST FROM HEBBRONVILLE.  IT IS 1 MILE WEST OF THE SITE OF THE
 AJ0653'OLD RANDADO SCHOOL NOTHING OF WHICH REMAINS BUT THE OLD FOUNDATIONS.
 AJ0653
 AJ0653                          STATION RECOVERY (1972)
 AJ0653
 AJ0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0632 ***********************************************************************
 AJ0632  DESIGNATION -  V 779
 AJ0632  PID         -  AJ0632
 AJ0632  STATE/COUNTY-  TX/WEBB
 AJ0632  USGS QUAD   -  ALBERCAS RANCH (1972)
 AJ0632
 AJ0632                         *CURRENT SURVEY CONTROL
 AJ0632  ___________________________________________________________________
 AJ0632* NAD 83(1986)-  27 17 22.     (N)    098 57 36.     (W)     SCALED    
 AJ0632* NAVD 88     -       255.699  (meters)     838.91   (feet)  POSTED    
 AJ0632  ___________________________________________________________________
 AJ0632  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AJ0632  DYNAMIC HT  -         255.280 (meters)     837.53  (feet)  COMP
 AJ0632  MODELED GRAV-     979,022.6   (mgal)                       NAVD 88
 AJ0632
 AJ0632  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0632
 AJ0632.The horizontal coordinates were scaled from a topographic map and have
 AJ0632.an estimated accuracy of +/- 6 seconds.
 AJ0632
 AJ0632.The orthometric height was determined by differential leveling
 AJ0632.and adjusted by the National Geodetic Survey in 1992..
 AJ0632.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0632.rate of 1.1 thru 2.0 mm/km.
 AJ0632
 AJ0632.The geoid height was determined by GEOID03.
 AJ0632
 AJ0632.The dynamic height is computed by dividing the NAVD 88
 AJ0632.geopotential number by the normal gravity value computed on the
 AJ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0632.degrees latitude (g = 980.6199 gals.).
 AJ0632
 AJ0632.The modeled gravity was interpolated from observed gravity values.
 AJ0632
 AJ0632;                    North         East    Units  Estimated Accuracy
 AJ0632;SPC TX S     - 5,179,870.      254,470.      MT  (+/- 180 meters Scaled)
 AJ0632
 AJ0632                          SUPERSEDED SURVEY CONTROL
 AJ0632
 AJ0632  NGVD 29 (??/??/92)  255.725  (m)          838.99   (f) ADJ UNCH    2 0
 AJ0632
 AJ0632.Superseded values are not recommended for survey control.
 AJ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0632.See file dsdata.txt to determine how the superseded data were derived.
 AJ0632
 AJ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR039184(NAD 83)
 AJ0632_MARKER: DB = BENCH MARK DISK
 AJ0632_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0632_SP_SET: ROCK OUTCROP
 AJ0632_STAMPING: V 779 1943
 AJ0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0632+STABILITY: POSITION/ELEVATION WELL
 AJ0632
 AJ0632  HISTORY     - Date     Condition        Report By
 AJ0632  HISTORY     - 1943     MONUMENTED       CGS
 AJ0632  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0632
 AJ0632                          STATION DESCRIPTION
 AJ0632
 AJ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0632'10.6 MI S FROM MIRANDO CITY.
 AJ0632'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0632'PAVED ROAD, AND GO 10.6 MILES TO SITE OF BENCH MARK.  BENCH MARK IS
 AJ0632'SET HORIZONTALLY IN TOP OF A WHITE ROCK OUTCROP.  IT IS ABOUT 0.15
 AJ0632'MILE NORTH OF A CATTLEGUARD IN THE EAST RIGHT OF WAY FENCE.  25 FEET
 AJ0632'EAST OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF THE ROAD.  AND 5.0
 AJ0632'FEET WEST OF THE RIGHT OF WAY FENCE.
 AJ0632
 AJ0632                          STATION RECOVERY (1972)
 AJ0632
 AJ0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0044 ***********************************************************************
 BO0044  DESIGNATION -  V 78
 BO0044  PID         -  BO0044
 BO0044  STATE/COUNTY-  TX/EDWARDS
 BO0044  USGS QUAD   -  RAY LAKE SW (1987)
 BO0044
 BO0044                         *CURRENT SURVEY CONTROL
 BO0044  ___________________________________________________________________
 BO0044* NAD 83(1986)-  30 00 50.     (N)    100 25 15.     (W)     SCALED    
 BO0044* NAVD 88     -       644.292  (meters)    2113.81   (feet)  ADJUSTED  
 BO0044  ___________________________________________________________________
 BO0044  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BO0044  DYNAMIC HT  -         643.334 (meters)    2110.67  (feet)  COMP
 BO0044  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 BO0044
 BO0044  VERT ORDER  -  FIRST     CLASS II
 BO0044
 BO0044.The horizontal coordinates were scaled from a topographic map and have
 BO0044.an estimated accuracy of +/- 6 seconds.
 BO0044
 BO0044.The orthometric height was determined by differential leveling
 BO0044.and adjusted by the National Geodetic Survey in June 1991..
 BO0044
 BO0044.The geoid height was determined by GEOID03.
 BO0044
 BO0044.The dynamic height is computed by dividing the NAVD 88
 BO0044.geopotential number by the normal gravity value computed on the
 BO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0044.degrees latitude (g = 980.6199 gals.).
 BO0044
 BO0044.The modeled gravity was interpolated from observed gravity values.
 BO0044
 BO0044;                    North         East    Units  Estimated Accuracy
 BO0044;SPC TXSC     - 4,242,500.      462,940.      MT  (+/- 180 meters Scaled)
 BO0044
 BO0044                          SUPERSEDED SURVEY CONTROL
 BO0044
 BO0044  NGVD 29 (??/??/92)  644.224  (m)         2113.59   (f) ADJ UNCH    1 2
 BO0044
 BO0044.Superseded values are not recommended for survey control.
 BO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0044.See file dsdata.txt to determine how the superseded data were derived.
 BO0044
 BO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU629211(NAD 83)
 BO0044_MARKER: DB = BENCH MARK DISK
 BO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0044_STAMPING: 2113.592 V 78 1931
 BO0044_MARK LOGO: CGS   
 BO0044_PROJECTION: RECESSED 5 CENTIMETERS
 BO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0044+STABILITY: SURFACE MOTION
 BO0044
 BO0044  HISTORY     - Date     Condition        Report By
 BO0044  HISTORY     - 1931     MONUMENTED       CGS
 BO0044  HISTORY     - 1971     GOOD             USGS
 BO0044  HISTORY     - 1981     GOOD             NGS
 BO0044
 BO0044                          STATION DESCRIPTION
 BO0044
 BO0044'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0044'12.80 MI SW FROM ROCK SPRINGS.
 BO0044'12.80 MILES SOUTHWEST ALONG US HIGHWAY 377 FROM THE COURTHOUSE AT ROCK
 BO0044'SPRINGS, EDWARDS COUNTY, 60 FEET SOUTH OF THE CENTER OF THE JUNCTION
 BO0044'WITH A ROAD LEADING SOUTH, 64 FEET WEST OF A CONCRETE WATERING TANK,
 BO0044'33 FEET EAST OF A DOUBLE 10 INCH OAK TREE WITHIN THE ROW, 1 FOOT SOUTH
 BO0044'OF THE ROW FENCE,2 INCHES UNDER GROUND. A STANDARD DISK, STAMPED
 BO0044'2113.592 V 78 1931 AND SET IN THE TOP OF A CONCRETE POST.
 BO0044
 BO0044                          STATION RECOVERY (1981)
 BO0044
 BO0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0044'21.4 KM (13.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0044'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, AT A GRAVELED ROAD
 BO0044'LEADING SOUTH TO THE CLAUD M. ERWIN RANCH, 18.3 METERS (60.0 FT)
 BO0044'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.6 METERS (57.7
 BO0044'FT) WEST OF THE CENTER OF A METAL GATE, 2.8 METERS (9.2 FT) WEST OF
 BO0044'THE EXTENDED CENTER OF THE ROAD AND 0.3 METER (1.0 FT) SOUTH-SOUTHEAST
 BO0044'OF A FENCE.
 BO0044'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 BO0044'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0500 ***********************************************************************
 AJ0500  DESIGNATION -  V 780
 AJ0500  PID         -  AJ0500
 AJ0500  STATE/COUNTY-  TX/WEBB
 AJ0500  USGS QUAD   -  OILTON (1972)
 AJ0500
 AJ0500                         *CURRENT SURVEY CONTROL
 AJ0500  ___________________________________________________________________
 AJ0500* NAD 83(1986)-  27 27 44.     (N)    098 59 05.     (W)     SCALED    
 AJ0500* NAVD 88     -       256.878  (meters)     842.77   (feet)  POSTED    
 AJ0500  ___________________________________________________________________
 AJ0500  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AJ0500  DYNAMIC HT  -         256.460 (meters)     841.40  (feet)  COMP
 AJ0500  MODELED GRAV-     979,023.7   (mgal)                       NAVD 88
 AJ0500
 AJ0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0500
 AJ0500.The horizontal coordinates were scaled from a topographic map and have
 AJ0500.an estimated accuracy of +/- 6 seconds.
 AJ0500
 AJ0500.The orthometric height was determined by differential leveling
 AJ0500.and adjusted by the National Geodetic Survey in 1992..
 AJ0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0500.rate of 0.0 thru 1.0 mm/km.
 AJ0500
 AJ0500.The geoid height was determined by GEOID03.
 AJ0500
 AJ0500.The dynamic height is computed by dividing the NAVD 88
 AJ0500.geopotential number by the normal gravity value computed on the
 AJ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0500.degrees latitude (g = 980.6199 gals.).
 AJ0500
 AJ0500.The modeled gravity was interpolated from observed gravity values.
 AJ0500
 AJ0500;                    North         East    Units  Estimated Accuracy
 AJ0500;SPC TX S     - 5,199,030.      252,090.      MT  (+/- 180 meters Scaled)
 AJ0500
 AJ0500                          SUPERSEDED SURVEY CONTROL
 AJ0500
 AJ0500  NGVD 29 (??/??/92)  256.881  (m)          842.78   (f) ADJ UNCH    2 0
 AJ0500
 AJ0500.Superseded values are not recommended for survey control.
 AJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0500.See file dsdata.txt to determine how the superseded data were derived.
 AJ0500
 AJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR015376(NAD 83)
 AJ0500_MARKER: DB = BENCH MARK DISK
 AJ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0500_STAMPING: V 780 1943
 AJ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0500+STABILITY: SURFACE MOTION
 AJ0500
 AJ0500  HISTORY     - Date     Condition        Report By
 AJ0500  HISTORY     - 1943     MONUMENTED       CGS
 AJ0500
 AJ0500                          STATION DESCRIPTION
 AJ0500
 AJ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0500'2.2 MI E FROM MIRANDO CITY.
 AJ0500'BENCH MARK IS ABOUT 2.2 MILES EASTERLY ALONG THE TEXAS MEXICAN
 AJ0500'RAILROAD FROM THE STATION AT MIRANDO CITY.  ABOUT 1.0 MILE WEST OF
 AJ0500'OILTON.  42 FEET NORTH OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF
 AJ0500'THE RAILROAD.  3.0 FEET WEST OF THE FIRST POLE WEST OF MILE POLE
 AJ0500'NUMBER 39.  3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0886 ***********************************************************************
 AE0886  DESIGNATION -  V 781
 AE0886  PID         -  AE0886
 AE0886  STATE/COUNTY-  TX/JIM HOGG
 AE0886  USGS QUAD   -  AGUA NUEVA (1972)
 AE0886
 AE0886                         *CURRENT SURVEY CONTROL
 AE0886  ___________________________________________________________________
 AE0886* NAD 83(1986)-  26 57 59.     (N)    098 34 57.     (W)     SCALED    
 AE0886* NAVD 88     -       127.864  (meters)     419.50   (feet)  ADJUSTED  
 AE0886  ___________________________________________________________________
 AE0886  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AE0886  DYNAMIC HT  -         127.657 (meters)     418.82  (feet)  COMP
 AE0886  MODELED GRAV-     979,024.9   (mgal)                       NAVD 88
 AE0886
 AE0886  VERT ORDER  -  SECOND    CLASS 0
 AE0886
 AE0886.The horizontal coordinates were scaled from a topographic map and have
 AE0886.an estimated accuracy of +/- 6 seconds.
 AE0886
 AE0886.The orthometric height was determined by differential leveling
 AE0886.and adjusted by the National Geodetic Survey in June 1991..
 AE0886
 AE0886.The geoid height was determined by GEOID03.
 AE0886
 AE0886.The dynamic height is computed by dividing the NAVD 88
 AE0886.geopotential number by the normal gravity value computed on the
 AE0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0886.degrees latitude (g = 980.6199 gals.).
 AE0886
 AE0886.The modeled gravity was interpolated from observed gravity values.
 AE0886
 AE0886;                    North         East    Units  Estimated Accuracy
 AE0886;SPC TX S     - 5,144,000.      291,810.      MT  (+/- 180 meters Scaled)
 AE0886
 AE0886                          SUPERSEDED SURVEY CONTROL
 AE0886
 AE0886  NGVD 29 (??/??/92)  127.911  (m)          419.65   (f) ADJ UNCH    2 0
 AE0886
 AE0886.Superseded values are not recommended for survey control.
 AE0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0886.See file dsdata.txt to determine how the superseded data were derived.
 AE0886
 AE0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ414827(NAD 83)
 AE0886_MARKER: DB = BENCH MARK DISK
 AE0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0886_STAMPING: V 781 1943
 AE0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0886+STABILITY: SURFACE MOTION
 AE0886
 AE0886  HISTORY     - Date     Condition        Report By
 AE0886  HISTORY     - 1943     MONUMENTED       CGS
 AE0886  HISTORY     - 1972     GOOD             USGS
 AE0886
 AE0886                          STATION DESCRIPTION
 AE0886
 AE0886'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AE0886'6.0 MI N FROM AGUA NUEVA.
 AE0886'AGUA NUEVA 5.2 MILES NORTH OF ALONG FARM ROAD 1017 TO ROAD TO RAMIREZ
 AE0886'RANCH, THENCE ABOUT 0.8 MILES EAST THRU RANCH TO OLD ROAD GOING N.W.
 AE0886'800 FEET NORTH WEST ALONG OLD ROAD AND 1.4 FEET WEST OF FENCE.  A
 AE0886'STANDARD DISK STAMPED V 781 1943 AND SET IN THE TOP OF A CONCRETE
 AE0886'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0962 ***********************************************************************
 AE0962  DESIGNATION -  V 782
 AE0962  PID         -  AE0962
 AE0962  STATE/COUNTY-  TX/JIM HOGG
 AE0962  USGS QUAD   -  SAN ANTONIO VIEJO (1993)
 AE0962
 AE0962                         *CURRENT SURVEY CONTROL
 AE0962  ___________________________________________________________________
 AE0962* NAD 83(1986)-  26 56 50.     (N)    098 46 59.     (W)     SCALED    
 AE0962* NAVD 88     -       207.290  (meters)     680.08   (feet)  ADJUSTED  
 AE0962  ___________________________________________________________________
 AE0962  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AE0962  DYNAMIC HT  -         206.951 (meters)     678.97  (feet)  COMP
 AE0962  MODELED GRAV-     979,004.2   (mgal)                       NAVD 88
 AE0962
 AE0962  VERT ORDER  -  SECOND    CLASS 0
 AE0962
 AE0962.The horizontal coordinates were scaled from a topographic map and have
 AE0962.an estimated accuracy of +/- 6 seconds.
 AE0962
 AE0962.The orthometric height was determined by differential leveling
 AE0962.and adjusted by the National Geodetic Survey in June 1991..
 AE0962
 AE0962.The geoid height was determined by GEOID03.
 AE0962
 AE0962.The dynamic height is computed by dividing the NAVD 88
 AE0962.geopotential number by the normal gravity value computed on the
 AE0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0962.degrees latitude (g = 980.6199 gals.).
 AE0962
 AE0962.The modeled gravity was interpolated from observed gravity values.
 AE0962
 AE0962;                    North         East    Units  Estimated Accuracy
 AE0962;SPC TX S     - 5,141,910.      271,900.      MT  (+/- 180 meters Scaled)
 AE0962
 AE0962                          SUPERSEDED SURVEY CONTROL
 AE0962
 AE0962  NGVD 29 (??/??/92)  207.309  (m)          680.15   (f) ADJ UNCH    2 0
 AE0962
 AE0962.Superseded values are not recommended for survey control.
 AE0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0962.See file dsdata.txt to determine how the superseded data were derived.
 AE0962
 AE0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ215806(NAD 83)
 AE0962_MARKER: DB = BENCH MARK DISK
 AE0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0962_STAMPING: V 782 1943
 AE0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0962+STABILITY: SURFACE MOTION
 AE0962
 AE0962  HISTORY     - Date     Condition        Report By
 AE0962  HISTORY     - 1943     MONUMENTED       CGS
 AE0962  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0962
 AE0962                          STATION DESCRIPTION
 AE0962
 AE0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0962'3.3 MI E FROM T T EAST RANCH HEADQUARTERS.
 AE0962'TO REACH FROM THE T. T. EAST HEADQUARTERS, PROCEED EASTERLY ON A TRACK
 AE0962'ROAD AND GO 3.3 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 1.0 MILE
 AE0962'WEST OF A CORRAL AND TWO WINDMILLS.  27 FEET SOUTH OF AND ABOUT 1.0
 AE0962'FOOT ABOVE THE CENTERLINE OF THE ROAD.  AND 3.0 FEET WEST OF A 4 BY 4
 AE0962'INCH WOODEN MARKER POST.
 AE0962
 AE0962                          STATION RECOVERY (1972)
 AE0962
 AE0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1305 ***********************************************************************
 AX1305  DESIGNATION -  V 783
 AX1305  PID         -  AX1305
 AX1305  STATE/COUNTY-  TX/BASTROP
 AX1305  USGS QUAD   -  TOGO (1981)
 AX1305
 AX1305                         *CURRENT SURVEY CONTROL
 AX1305  ___________________________________________________________________
 AX1305* NAD 83(1986)-  29 58 01.     (N)    097 12 16.     (W)     SCALED    
 AX1305* NAVD 88     -       140.97   (+/-2cm)     462.5    (feet)  VERTCON   
 AX1305  ___________________________________________________________________
 AX1305  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AX1305
 AX1305  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1305
 AX1305.The horizontal coordinates were scaled from a topographic map and have
 AX1305.an estimated accuracy of +/- 6 seconds.
 AX1305
 AX1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1305.The vertical order pertains to the NGVD 29 superseded value.
 AX1305
 AX1305.The geoid height was determined by GEOID03.
 AX1305
 AX1305;                    North         East    Units  Estimated Accuracy
 AX1305;SPC TX C     - 3,037,540.    1,001,970.      MT  (+/- 180 meters Scaled)
 AX1305
 AX1305                          SUPERSEDED SURVEY CONTROL
 AX1305
 AX1305  NGVD 29 (??/??/92)  140.921  (m)          462.34   (f) ADJ UNCH    1 2
 AX1305
 AX1305.Superseded values are not recommended for survey control.
 AX1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1305.See file dsdata.txt to determine how the superseded data were derived.
 AX1305
 AX1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU732164(NAD 83)
 AX1305_MARKER: DB = BENCH MARK DISK
 AX1305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1305_SP_SET: CULVERT
 AX1305_STAMPING: V 783 1943
 AX1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1305
 AX1305  HISTORY     - Date     Condition        Report By
 AX1305  HISTORY     - 1943     MONUMENTED       CGS
 AX1305
 AX1305                          STATION DESCRIPTION
 AX1305
 AX1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1305'4.1 MI W FROM SMITHVILLE.
 AX1305'4.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1305'STATION AT SMITHVILLE, ABOUT 0.1 MILE WEST OF MILEPOST 4, AT A LARGE
 AX1305'CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 19
 AX1305'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN
 AX1305'THE TRACK.  A STANDARD DISK, STAMPED V 783 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1333 ***********************************************************************
 AX1333  DESIGNATION -  V 784
 AX1333  PID         -  AX1333
 AX1333  STATE/COUNTY-  TX/BASTROP
 AX1333  USGS QUAD   -  RED ROCK (1981)
 AX1333
 AX1333                         *CURRENT SURVEY CONTROL
 AX1333  ___________________________________________________________________
 AX1333* NAD 83(1986)-  29 57 16.     (N)    097 28 41.     (W)     SCALED    
 AX1333* NAVD 88     -       144.10   (+/-2cm)     472.8    (feet)  VERTCON   
 AX1333  ___________________________________________________________________
 AX1333  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX1333
 AX1333  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1333
 AX1333.The horizontal coordinates were scaled from a topographic map and have
 AX1333.an estimated accuracy of +/- 6 seconds.
 AX1333
 AX1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1333.The vertical order pertains to the NGVD 29 superseded value.
 AX1333
 AX1333.The geoid height was determined by GEOID03.
 AX1333
 AX1333;                    North         East    Units  Estimated Accuracy
 AX1333;SPC TX C     - 3,035,440.      975,600.      MT  (+/- 180 meters Scaled)
 AX1333
 AX1333                          SUPERSEDED SURVEY CONTROL
 AX1333
 AX1333  NGVD 29 (??/??/92)  144.036  (m)          472.56   (f) ADJ UNCH    1 2
 AX1333
 AX1333.Superseded values are not recommended for survey control.
 AX1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1333.See file dsdata.txt to determine how the superseded data were derived.
 AX1333
 AX1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU468147(NAD 83)
 AX1333_MARKER: DB = BENCH MARK DISK
 AX1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1333_STAMPING: V 784 1943
 AX1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1333+STABILITY: SURFACE MOTION
 AX1333
 AX1333  HISTORY     - Date     Condition        Report By
 AX1333  HISTORY     - 1943     MONUMENTED       CGS
 AX1333  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1333
 AX1333                          STATION DESCRIPTION
 AX1333
 AX1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1333'2.4 MI W FROM REDROCK.
 AX1333'2.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1333'STATION AT REDROCK, 0.1 MILE SOUTH OF THE STATION SIGN AT BATEMAN, 0.1
 AX1333'MILE NORTH OF MILEPOST 23, 46 FEET WEST OF THE CENTERLINE OF THE
 AX1333'TRACK, 4 FEET EAST OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A FENCE
 AX1333'LEADING TO A CATTLE GUARD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AX1333'POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 AX1333'V 784 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AX1333'ABOVE GROUND.
 AX1333
 AX1333                          STATION RECOVERY (1964)
 AX1333
 AX1333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2144 ***********************************************************************
 AX2144  DESIGNATION -  V 785
 AX2144  PID         -  AX2144
 AX2144  STATE/COUNTY-  TX/CALDWELL
 AX2144  USGS QUAD   -  UHLAND (1994)
 AX2144
 AX2144                         *CURRENT SURVEY CONTROL
 AX2144  ___________________________________________________________________
 AX2144* NAD 83(1986)-  29 52 51.     (N)    097 47 23.     (W)     SCALED    
 AX2144* NAVD 88     -       180.05   (+/-2cm)     590.7    (feet)  VERTCON   
 AX2144  ___________________________________________________________________
 AX2144  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX2144
 AX2144  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2144
 AX2144.The horizontal coordinates were scaled from a topographic map and have
 AX2144.an estimated accuracy of +/- 6 seconds.
 AX2144
 AX2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2144.The vertical order pertains to the NGVD 29 superseded value.
 AX2144
 AX2144.The geoid height was determined by GEOID03.
 AX2144
 AX2144;                    North         East    Units  Estimated Accuracy
 AX2144;SPC TXSC     - 4,227,530.      716,900.      MT  (+/- 180 meters Scaled)
 AX2144
 AX2144                          SUPERSEDED SURVEY CONTROL
 AX2144
 AX2144  NGVD 29 (??/??/92)  179.957  (m)          590.41   (f) ADJ UNCH    1 2
 AX2144
 AX2144.Superseded values are not recommended for survey control.
 AX2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2144.See file dsdata.txt to determine how the superseded data were derived.
 AX2144
 AX2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU168061(NAD 83)
 AX2144_MARKER: DB = BENCH MARK DISK
 AX2144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2144_SP_SET: BRIDGE ABUTMENT
 AX2144_STAMPING: V 785 1943
 AX2144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2144
 AX2144  HISTORY     - Date     Condition        Report By
 AX2144  HISTORY     - 1943     MONUMENTED       CGS
 AX2144  HISTORY     - 1959     MARK NOT FOUND   NGS
 AX2144  HISTORY     - 1964     GOOD             USGS
 AX2144  HISTORY     - 19870721 MARK NOT FOUND   USPSQD
 AX2144
 AX2144                          STATION DESCRIPTION
 AX2144
 AX2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2144'0.4 MI E FROM MAXWELL.
 AX2144'0.4 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2144'STATION AT MAXWELL, AT A ROAD CROSSING, 27 FEET SOUTH OF THE
 AX2144'CENTERLINE OF THE TRACK, AT A SMALL HIGHWAY BRIDGE, IN THE TOP OF THE
 AX2144'WEST WING WALL OF THE NORTH CONCRETE ABUTMENT, 12 FEET WEST OF THE
 AX2144'CENTERLINE OF THE ROAD, AND 1.5 FEET LOWER THAN THE TRACK.  A STANDARD
 AX2144'DISK, STAMPED V 785 1943.  NOTE-- AMS REPORT - WING WALL OF BRIDGE IS
 AX2144'STILL GOOD BUT A NEW WOODEN BRIDGE HAS BEEN BUILT OVER THE WING WALL.
 AX2144'THE DISK MAY BE UNDER PART OF THE NEW BRIDGE.
 AX2144
 AX2144                          STATION RECOVERY (1964)
 AX2144
 AX2144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX2144'RECOVERED IN GOOD CONDITION.
 AX2144
 AX2144                          STATION RECOVERY (1987)
 AX2144
 AX2144'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0133 ***********************************************************************
 AY0133  DESIGNATION -  V 786
 AY0133  PID         -  AY0133
 AY0133  STATE/COUNTY-  TX/COMAL
 AY0133  USGS QUAD   -  HUNTER (1994)
 AY0133
 AY0133                         *CURRENT SURVEY CONTROL
 AY0133  ___________________________________________________________________
 AY0133* NAD 83(1986)-  29 47 33.     (N)    098 01 31.     (W)     SCALED    
 AY0133* NAVD 88     -       184.384  (meters)     604.93   (feet)  ADJUSTED  
 AY0133  ___________________________________________________________________
 AY0133  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0133  DYNAMIC HT  -         184.122 (meters)     604.07  (feet)  COMP
 AY0133  MODELED GRAV-     979,218.9   (mgal)                       NAVD 88
 AY0133
 AY0133  VERT ORDER  -  FIRST     CLASS II
 AY0133
 AY0133.The horizontal coordinates were scaled from a topographic map and have
 AY0133.an estimated accuracy of +/- 6 seconds.
 AY0133
 AY0133.The orthometric height was determined by differential leveling
 AY0133.and adjusted by the National Geodetic Survey in June 1991..
 AY0133
 AY0133.The geoid height was determined by GEOID03.
 AY0133
 AY0133.The dynamic height is computed by dividing the NAVD 88
 AY0133.geopotential number by the normal gravity value computed on the
 AY0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0133.degrees latitude (g = 980.6199 gals.).
 AY0133
 AY0133.The modeled gravity was interpolated from observed gravity values.
 AY0133
 AY0133;                    North         East    Units  Estimated Accuracy
 AY0133;SPC TXSC     - 4,217,520.      694,230.      MT  (+/- 180 meters Scaled)
 AY0133
 AY0133                          SUPERSEDED SURVEY CONTROL
 AY0133
 AY0133.No superseded survey control is available for this station.
 AY0133
 AY0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT942961(NAD 83)
 AY0133_MARKER: DB = BENCH MARK DISK
 AY0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0133_SP_SET: BRIDGE
 AY0133_STAMPING: V 786 1943
 AY0133_MARK LOGO: CGS   
 AY0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0133
 AY0133  HISTORY     - Date     Condition        Report By
 AY0133  HISTORY     - 1943     MONUMENTED       CGS
 AY0133  HISTORY     - 1959     GOOD             NGS
 AY0133  HISTORY     - 1980     GOOD             NGS
 AY0133  HISTORY     - 1988     GOOD             USPSQD
 AY0133  HISTORY     - 1989     GOOD             USPSQD
 AY0133  HISTORY     - 1989     GOOD             USPSQD
 AY0133  HISTORY     - 1990     GOOD             USPSQD
 AY0133  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0133
 AY0133                          STATION DESCRIPTION
 AY0133
 AY0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AY0133'0.9 MI SE FROM HUNTER.
 AY0133'0.9 MILE SOUTHEAST ALONG THE ZORN ROAD FROM THE INTERNATIONAL-GREAT
 AY0133'NORTHERN RAILROAD STATION AT HUNTER, COMAL COUNTY, 185 FEET
 AY0133'NORTH-NORTHWEST OF THE CENTERLINE OF A BRIDGE OVER A STREAM, NEAR THE
 AY0133'INTERSECTION OF U.S. HIGHWAY 81, ABOUT 200 FEET WEST-SOUTHWEST OF THE
 AY0133'NORTHEAST TIP OF GRASS FORMED BY THE CROSS ROAD, 255 FEET
 AY0133'SOUTH-SOUTHWEST OF THE SOUTH TIP OF GRASS FORMED BY AN ACCESS ROAD TO
 AY0133'THE NORTHEAST, ABOUT 100 FEET SOUTH OF THE MAIN INTERSECTION, AT A
 AY0133'LARGE CONCRETE BRIDGE ON U.S. HIGHWAY 81, IN THE TOP OF THE EAST END
 AY0133'OF THE NORTH ABUTMENT, 27 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AY0133'HIGHWAY, AND 2.3 FEET LOWER THAN THE HIGHWAY.
 AY0133
 AY0133                          STATION RECOVERY (1980)
 AY0133
 AY0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0133'13.1 KM (8.1 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY0133'35 FROM THE JUNCTION OF LOOP 82 AND STATE HIGHWAY 123 IN SAN MARCOS,
 AY0133'IN TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF BRIDGE NUMBER
 AY0133'16-4-10-50 OVER YORK CREEK, 7.3 METERS (24.0 FT) EAST OF THE
 AY0133'CENTERLINE OF THE SOUTHBOUND LANES OF THE INTERSTATE, 0.3 METER
 AY0133'(1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.
 AY0133'THE MARK IS 0.6 M BELOW THE INTERSTATE.
 AY0133
 AY0133                          STATION RECOVERY (1988)
 AY0133
 AY0133'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0133'RECOVERED IN GOOD CONDITION.
 AY0133
 AY0133                          STATION RECOVERY (1989)
 AY0133
 AY0133'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0133'RECOVERED IN GOOD CONDITION.
 AY0133
 AY0133                          STATION RECOVERY (1989)
 AY0133
 AY0133'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY0133'RECOVERED IN GOOD CONDITION.
 AY0133
 AY0133                          STATION RECOVERY (1990)
 AY0133
 AY0133'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY0133'RECOVERED IN GOOD CONDITION.
 AY0133
 AY0133                          STATION RECOVERY (1993)
 AY0133
 AY0133'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2185 ***********************************************************************
 AX2185  DESIGNATION -  V 788
 AX2185  PID         -  AX2185
 AX2185  STATE/COUNTY-  TX/CALDWELL
 AX2185  USGS QUAD   -  LULING (1994)
 AX2185
 AX2185                         *CURRENT SURVEY CONTROL
 AX2185  ___________________________________________________________________
 AX2185* NAD 83(1986)-  29 44 53.     (N)    097 42 24.     (W)     SCALED    
 AX2185* NAVD 88     -       143.17   (+/-2cm)     469.7    (feet)  VERTCON   
 AX2185  ___________________________________________________________________
 AX2185  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2185
 AX2185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2185
 AX2185.The horizontal coordinates were scaled from a topographic map and have
 AX2185.an estimated accuracy of +/- 6 seconds.
 AX2185
 AX2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2185.The vertical order pertains to the NGVD 29 superseded value.
 AX2185
 AX2185.The geoid height was determined by GEOID03.
 AX2185
 AX2185;                    North         East    Units  Estimated Accuracy
 AX2185;SPC TXSC     - 4,212,900.      725,090.      MT  (+/- 180 meters Scaled)
 AX2185
 AX2185                          SUPERSEDED SURVEY CONTROL
 AX2185
 AX2185  NGVD 29 (??/??/92)  143.103  (m)          469.50   (f) ADJ UNCH    2 0
 AX2185
 AX2185.Superseded values are not recommended for survey control.
 AX2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2185.See file dsdata.txt to determine how the superseded data were derived.
 AX2185
 AX2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT250915(NAD 83)
 AX2185_MARKER: DB = BENCH MARK DISK
 AX2185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2185_SP_SET: CULVERT
 AX2185_STAMPING: V 788 1943
 AX2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2185
 AX2185  HISTORY     - Date     Condition        Report By
 AX2185  HISTORY     - 1943     MONUMENTED       CGS
 AX2185  HISTORY     - 1959     GOOD             DOD
 AX2185  HISTORY     - 1990     GOOD             USPSQD
 AX2185  HISTORY     - 19930808 GOOD             USPSQD
 AX2185  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2185  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 AX2185
 AX2185                          STATION DESCRIPTION
 AX2185
 AX2185'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2185'2.2 MI SW FROM JOLIET.
 AX2185'2.0 MILES SOUTHWEST ALONG A PAVED ROAD LEADING TO STAIRTOWN FROM THE
 AX2185'GRADE SCHOOL AT JOLIET, CALDWELL COUNTY, THENCE 0.2 MILE WEST ALONG A
 AX2185'GRAVEL ROAD LEADING TO PRAIRIE LEA.  3.7 MILES EAST OF PRAIRIE LEA, AT
 AX2185'A T-ROAD JUNCTION, 46 FEET EAST OF THE CENTERLINE OF THE
 AX2185'NORTH-AND-SOUTH ROAD, 15 FEET NORTH OF THE CENTERLINE OF THE
 AX2185'EAST-AND-WEST ROAD, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST END
 AX2185'OF THE NORTH HEADWALL, AND LEVEL WITH THE MAIN ROAD.  NOTE-- THE MARK
 AX2185'IS 288 FEET SOUTHWEST OF THE INTERSECTING CENTERLINES OF THE
 AX2185'NORTHEAST-AND-SOUTHWEST ROAD AND A NORTH-NORTHWEST-AND-SOUTH-SOUTHWEST
 AX2185'ROAD, 265 FEET SOUTHEAST OF THE INTERSECTING CENTERLINES OF ROADS TO
 AX2185'THE SOUTHEAST, SOUTHWEST AND NORTH, AND 65 FEET NORTHEAST OF THE
 AX2185'NORTHEAST EDGE OF A LONE TREE.
 AX2185
 AX2185                          STATION RECOVERY (1990)
 AX2185
 AX2185'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2185'RECOVERED IN GOOD CONDITION.
 AX2185
 AX2185                          STATION RECOVERY (1993)
 AX2185
 AX2185'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2185'RECOVERED IN GOOD CONDITION.
 AX2185
 AX2185                          STATION RECOVERY (1999)
 AX2185
 AX2185'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2185'MARK NOT FOUND.
 AX2185
 AX2185                          STATION RECOVERY (2006)
 AX2185
 AX2185'RECOVERY NOTE BY US POWER SQUADRON 2006 (CS)
 AX2185'GRAVEL ROAD TURNED INTO TRASH DUMP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1259 ***********************************************************************
 AX1259  DESIGNATION -  V 789
 AX1259  PID         -  AX1259
 AX1259  STATE/COUNTY-  TX/HAYS
 AX1259  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX1259
 AX1259                         *CURRENT SURVEY CONTROL
 AX1259  ___________________________________________________________________
 AX1259* NAD 83(1986)-  29 53 39.     (N)    097 55 27.     (W)     SCALED    
 AX1259* NAVD 88     -       176.937  (meters)     580.50   (feet)  ADJUSTED  
 AX1259  ___________________________________________________________________
 AX1259  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AX1259  DYNAMIC HT  -         176.687 (meters)     579.68  (feet)  COMP
 AX1259  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 AX1259
 AX1259  VERT ORDER  -  FIRST     CLASS II
 AX1259
 AX1259.The horizontal coordinates were scaled from a topographic map and have
 AX1259.an estimated accuracy of +/- 6 seconds.
 AX1259
 AX1259.The orthometric height was determined by differential leveling
 AX1259.and adjusted by the National Geodetic Survey in June 1991..
 AX1259.WARNING-Repeat measurements at this control monument indicate possible
 AX1259.vertical movement.
 AX1259
 AX1259.The geoid height was determined by GEOID03.
 AX1259
 AX1259.The dynamic height is computed by dividing the NAVD 88
 AX1259.geopotential number by the normal gravity value computed on the
 AX1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1259.degrees latitude (g = 980.6199 gals.).
 AX1259
 AX1259.The modeled gravity was interpolated from observed gravity values.
 AX1259
 AX1259;                    North         East    Units  Estimated Accuracy
 AX1259;SPC TXSC     - 4,228,880.      703,900.      MT  (+/- 180 meters Scaled)
 AX1259
 AX1259                          SUPERSEDED SURVEY CONTROL
 AX1259
 AX1259  NGVD 29 (??/??/92)  176.817  (m)          580.11   (f) ADJ UNCH    1 2
 AX1259
 AX1259.Superseded values are not recommended for survey control.
 AX1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1259.See file dsdata.txt to determine how the superseded data were derived.
 AX1259
 AX1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU038075(NAD 83)
 AX1259_MARKER: DB = BENCH MARK DISK
 AX1259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1259_SP_SET: CULVERT
 AX1259_STAMPING: V 789 1943
 AX1259_MARK LOGO: CGS   
 AX1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1259
 AX1259  HISTORY     - Date     Condition        Report By
 AX1259  HISTORY     - 1943     MONUMENTED       CGS
 AX1259  HISTORY     - 1959     GOOD             NGS
 AX1259  HISTORY     - 1980     GOOD             NGS
 AX1259  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1259  HISTORY     - 19910828 MARK NOT FOUND   USPSQD
 AX1259  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX1259  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1259  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1259
 AX1259                          STATION DESCRIPTION
 AX1259
 AX1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX1259'1.3 MI N FROM SAN MARCOS.
 AX1259'1.3 MILES NORTH ALONG THE MISSOURI PACIFIC RR., FROM THE STATION AT
 AX1259'SAN MARCOS.  200 FEET NORTH OF A SMALL WOODEN BRIDGE.  160 FEET
 AX1259'SOUTHEAST OF A STONE CLUB HOUSE.  51 FEET WEST OF, AND 5.0 FEET BELOW
 AX1259'THE CENTERLINE OF THE RR.  51 FEET EAST OF THE CENTERLINE OF A PAVED
 AX1259'ROAD PARALLELING THE RR.  3.0 FEET NORTH OF A 4X4 INCH WOODEN MARKER
 AX1259'POST, AND 1.0 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  NOTE-- 1959
 AX1259'REPORT-- FLUSH WITH GROUND.  THE MARK IS 47 FEET SE OF CENTERLINE OF
 AX1259'ROAD AND IS 0.3 FEET LOWER IN ELEV.  141 FEET SSW OF SE CORNER OF
 AX1259'BUILDING AND IS 0.9 FEET LOWER IN ELEV.  52 FEET NW OF CENTERLINE OF
 AX1259'RR TRACKS AND IS 3.7 FEET LOWER IN ELEV.  55 FEET ENE OF EDGE OF TREES
 AX1259'AND 0.2 FEET HIGHER IN ELEV.
 AX1259
 AX1259                          STATION RECOVERY (1980)
 AX1259
 AX1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX1259'0.3 KM (0.2 MI) NORTH ALONG LYNDON B JOHNSON DRIVE FROM THE COURTHOUSE
 AX1259'IN SAN MARCOS, THENCE 1.7 KM (1.05 MI) NORTHEAST ALONG LOOP 82, THENCE
 AX1259'0.3 KM (0.2 MI) NORTHEAST ALONG POST ROAD, APPROXIMATELY 60 METERS
 AX1259'NORTH OF A SMALL WOODEN RAILROAD BRIDGE, 14.5 METERS (47.5 FT)
 AX1259'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 14.5 METERS (47.5 FT)
 AX1259'NORTHWEST OF THE WEST RAIL OF THE MISSOURI PACIFIC RAILROAD,
 AX1259'44.2 METERS (145 FT) SOUTH OF THE SOUTHEAST CORNER OF A STONE
 AX1259'CLUBHOUSE AT A GOLF COURSE, 7.3 METERS (24.0 FT) SOUTHWEST OF A GUYED
 AX1259'POWERLINE POLE, 2.7 METERS (9.0 FT) SOUTHWEST OF A TELEPHONE POLE.
 AX1259'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AX1259
 AX1259                          STATION RECOVERY (1987)
 AX1259
 AX1259'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX1259'MARK NOT FOUND.
 AX1259
 AX1259                          STATION RECOVERY (1991)
 AX1259
 AX1259'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX1259'MARK NOT FOUND.
 AX1259
 AX1259                          STATION RECOVERY (1993)
 AX1259
 AX1259'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1259'MARK NOT FOUND.
 AX1259
 AX1259                          STATION RECOVERY (1999)
 AX1259
 AX1259'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1259'MARK NOT FOUND.
 AX1259
 AX1259                          STATION RECOVERY (2003)
 AX1259
 AX1259'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0208 ***********************************************************************
 AZ0208  DESIGNATION -  V 79
 AZ0208  PID         -  AZ0208
 AZ0208  STATE/COUNTY-  TX/VAL VERDE
 AZ0208  USGS QUAD   -  MIERS RANCH (1972)
 AZ0208
 AZ0208                         *CURRENT SURVEY CONTROL
 AZ0208  ___________________________________________________________________
 AZ0208* NAD 83(1986)-  29 37 39.     (N)    100 51 58.     (W)     SCALED    
 AZ0208* NAVD 88     -       431.099  (meters)    1414.36   (feet)  POSTED    
 AZ0208  ___________________________________________________________________
 AZ0208  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0208  DYNAMIC HT  -         430.470 (meters)    1412.30  (feet)  COMP
 AZ0208  MODELED GRAV-     979,164.8   (mgal)                       NAVD 88
 AZ0208
 AZ0208  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0208
 AZ0208.The horizontal coordinates were scaled from a topographic map and have
 AZ0208.an estimated accuracy of +/- 6 seconds.
 AZ0208
 AZ0208.The orthometric height was determined by differential leveling
 AZ0208.and adjusted by the National Geodetic Survey in 1992..
 AZ0208.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0208.rate of 0.0 thru 1.0 mm/km.
 AZ0208
 AZ0208.The geoid height was determined by GEOID03.
 AZ0208
 AZ0208.The dynamic height is computed by dividing the NAVD 88
 AZ0208.geopotential number by the normal gravity value computed on the
 AZ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0208.degrees latitude (g = 980.6199 gals.).
 AZ0208
 AZ0208.The modeled gravity was interpolated from observed gravity values.
 AZ0208
 AZ0208;                    North         East    Units  Estimated Accuracy
 AZ0208;SPC TXSC     - 4,200,280.      419,310.      MT  (+/- 180 meters Scaled)
 AZ0208
 AZ0208                          SUPERSEDED SURVEY CONTROL
 AZ0208
 AZ0208  NGVD 29 (??/??/92)  431.046  (m)         1414.19   (f) ADJ UNCH    1 2
 AZ0208
 AZ0208.Superseded values are not recommended for survey control.
 AZ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0208.See file dsdata.txt to determine how the superseded data were derived.
 AZ0208
 AZ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT193789(NAD 83)
 AZ0208_MARKER: DB = BENCH MARK DISK
 AZ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0208_STAMPING: 1414.190 V 79 1931
 AZ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0208+STABILITY: SURFACE MOTION
 AZ0208
 AZ0208  HISTORY     - Date     Condition        Report By
 AZ0208  HISTORY     - 1931     MONUMENTED       CGS
 AZ0208  HISTORY     - 1963     MARK NOT FOUND   NGS
 AZ0208  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0208  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0208
 AZ0208                          STATION DESCRIPTION
 AZ0208
 AZ0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AZ0208'20.3 MI N FROM DEL RIO.
 AZ0208'20.3 MILES NORTH ALONG U.S. HIGHWAY 277 FROM DEL RIO, VAL VERDE
 AZ0208'COUNTY, AT THE ENTRANCE TO THE TRENT RANCH, 45 FEET WEST OF THE
 AZ0208'HIGHWAY, 20 FEET SOUTHWEST OF THE GATE, AND 10 FEET WEST OF A FENCE. A
 AZ0208'STANDARD DISK, STAMPED 1414.190 V 79 1931 AND SET IN THE TOP OF A
 AZ0208'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.  NOTE-- THIS BENCH MARK
 AZ0208'IF IN PLACE MAY BE COVERED WITH DIRT.  THE GATE AND FENCE MENTIONED
 AZ0208'ABOVE HAVE BEEN MOVED TO CLEAR THE AREA FOR ROAD CONSTRUCTION.
 AZ0208
 AZ0208                          STATION RECOVERY (1972)
 AZ0208
 AZ0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0208'MARK NOT FOUND.
 AZ0208
 AZ0208                          STATION RECOVERY (1981)
 AZ0208
 AZ0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2284 ***********************************************************************
 AX2284  DESIGNATION -  V 790
 AX2284  PID         -  AX2284
 AX2284  STATE/COUNTY-  TX/GUADALUPE
 AX2284  USGS QUAD   -  GERONIMO (1994)
 AX2284
 AX2284                         *CURRENT SURVEY CONTROL
 AX2284  ___________________________________________________________________
 AX2284* NAD 83(1986)-  29 40 39.     (N)    097 57 51.     (W)     SCALED    
 AX2284* NAVD 88     -       178.58   (+/-2cm)     585.9    (feet)  VERTCON   
 AX2284  ___________________________________________________________________
 AX2284  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AX2284
 AX2284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2284
 AX2284.The horizontal coordinates were scaled from a topographic map and have
 AX2284.an estimated accuracy of +/- 6 seconds.
 AX2284
 AX2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2284.The vertical order pertains to the NGVD 29 superseded value.
 AX2284
 AX2284.The geoid height was determined by GEOID03.
 AX2284
 AX2284;                    North         East    Units  Estimated Accuracy
 AX2284;SPC TXSC     - 4,204,830.      700,250.      MT  (+/- 180 meters Scaled)
 AX2284
 AX2284                          SUPERSEDED SURVEY CONTROL
 AX2284
 AX2284  NGVD 29 (??/??/92)  178.50   (m)          585.6    (f) COMPUTED    2 0
 AX2284
 AX2284.Superseded values are not recommended for survey control.
 AX2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2284.See file dsdata.txt to determine how the superseded data were derived.
 AX2284
 AX2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT002834(NAD 83)
 AX2284_MARKER: DB = BENCH MARK DISK
 AX2284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2284_SP_SET: CULVERT
 AX2284_STAMPING: V 790 1943
 AX2284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2284
 AX2284  HISTORY     - Date     Condition        Report By
 AX2284  HISTORY     - 1943     MONUMENTED       CGS
 AX2284  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2284
 AX2284                          STATION DESCRIPTION
 AX2284
 AX2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2284'1.1 MI N FROM GERONIMO.
 AX2284'TO REACH FROM THE POST-OFFICE AT GERONIMO, PROCEED NORTHERLY ON STATE
 AX2284'HIGHWAY NUMBER 123 AND GO 1.1 MILES TO A CONCRETE CULVERT AT THE NORTH
 AX2284'END OF A CURVE AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY
 AX2284'IN TOP OF THE SOUTH END OF THE WEST HEADWALL OF THE CULVERT, IT IS 15
 AX2284'FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX2284
 AX2284                          STATION RECOVERY (1993)
 AX2284
 AX2284'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2286 ***********************************************************************
 AX2286  DESIGNATION -  V 790 RESET 1967
 AX2286  PID         -  AX2286
 AX2286  STATE/COUNTY-  TX/GUADALUPE
 AX2286  USGS QUAD   -  GERONIMO (1994)
 AX2286
 AX2286                         *CURRENT SURVEY CONTROL
 AX2286  ___________________________________________________________________
 AX2286* NAD 83(1986)-  29 40 39.     (N)    097 57 51.     (W)     SCALED    
 AX2286* NAVD 88     -       178.37   (+/-2cm)     585.2    (feet)  VERTCON   
 AX2286  ___________________________________________________________________
 AX2286  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AX2286
 AX2286  VERT ORDER  -  THIRD (See Below)
 AX2286
 AX2286.The horizontal coordinates were scaled from a topographic map and have
 AX2286.an estimated accuracy of +/- 6 seconds.
 AX2286
 AX2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2286.The vertical order pertains to the NGVD 29 superseded value.
 AX2286
 AX2286.The geoid height was determined by GEOID03.
 AX2286
 AX2286;                    North         East    Units  Estimated Accuracy
 AX2286;SPC TXSC     - 4,204,830.      700,250.      MT  (+/- 180 meters Scaled)
 AX2286
 AX2286                          SUPERSEDED SURVEY CONTROL
 AX2286
 AX2286  NGVD 29 (01/29/03)  178.29   (m)          584.9    (f) RESET       3  
 AX2286
 AX2286.Superseded values are not recommended for survey control.
 AX2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2286.See file dsdata.txt to determine how the superseded data were derived.
 AX2286
 AX2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT002834(NAD 83)
 AX2286_MARKER: DB = BENCH MARK DISK
 AX2286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2286_SP_SET: CULVERT
 AX2286_STAMPING: V 790 RESET 1967
 AX2286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2286
 AX2286  HISTORY     - Date     Condition        Report By
 AX2286  HISTORY     - 1967     MONUMENTED       CGS
 AX2286  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2286
 AX2286                          STATION DESCRIPTION
 AX2286
 AX2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AX2286'1.1 MI N FROM GERONIMO.
 AX2286'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE POST OFFICE AT
 AX2286'GERONIMO, SET IN THE TOP OF NORTHEAST CORNER OF THE EAST HEADWALL OF A
 AX2286'CONCRETE CULVERT, AT HIGHWAY SURVEY STATION 341+70, 31.3 FEET EAST OF
 AX2286'THE CENTER LINE OF THE HIGHWAY.
 AX2286
 AX2286                          STATION RECOVERY (2003)
 AX2286
 AX2286'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX2286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0900 ***********************************************************************
 AJ0900  DESIGNATION -  V 791
 AJ0900  PID         -  AJ0900
 AJ0900  STATE/COUNTY-  TX/ZAPATA
 AJ0900  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0900
 AJ0900                         *CURRENT SURVEY CONTROL
 AJ0900  ___________________________________________________________________
 AJ0900* NAD 83(1986)-  27 16 39.     (N)    099 21 41.     (W)     SCALED    
 AJ0900* NAVD 88     -       127.049  (meters)     416.83   (feet)  ADJUSTED  
 AJ0900  ___________________________________________________________________
 AJ0900  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ0900  DYNAMIC HT  -         126.846 (meters)     416.16  (feet)  COMP
 AJ0900  MODELED GRAV-     979,047.3   (mgal)                       NAVD 88
 AJ0900
 AJ0900  VERT ORDER  -  SECOND    CLASS 0
 AJ0900
 AJ0900.The horizontal coordinates were scaled from a topographic map and have
 AJ0900.an estimated accuracy of +/- 6 seconds.
 AJ0900
 AJ0900.The orthometric height was determined by differential leveling
 AJ0900.and adjusted by the National Geodetic Survey in June 1991..
 AJ0900
 AJ0900.The geoid height was determined by GEOID03.
 AJ0900
 AJ0900.The dynamic height is computed by dividing the NAVD 88
 AJ0900.geopotential number by the normal gravity value computed on the
 AJ0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0900.degrees latitude (g = 980.6199 gals.).
 AJ0900
 AJ0900.The modeled gravity was interpolated from observed gravity values.
 AJ0900
 AJ0900;                    North         East    Units  Estimated Accuracy
 AJ0900;SPC TX S     - 5,178,760.      214,720.      MT  (+/- 180 meters Scaled)
 AJ0900
 AJ0900                          SUPERSEDED SURVEY CONTROL
 AJ0900
 AJ0900  NGVD 29 (??/??/92)  127.123  (m)          417.07   (f) ADJ UNCH    2 0
 AJ0900
 AJ0900.Superseded values are not recommended for survey control.
 AJ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0900.See file dsdata.txt to determine how the superseded data were derived.
 AJ0900
 AJ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR642172(NAD 83)
 AJ0900_MARKER: DB = BENCH MARK DISK
 AJ0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0900_STAMPING: V 791 1943
 AJ0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0900+STABILITY: SURFACE MOTION
 AJ0900
 AJ0900  HISTORY     - Date     Condition        Report By
 AJ0900  HISTORY     - 1943     MONUMENTED       CGS
 AJ0900  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0900
 AJ0900                          STATION DESCRIPTION
 AJ0900
 AJ0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0900'19.45 MI NE FROM SAN YGNACIO.
 AJ0900'TO REACH FROM THE INTERSECTION OF A GRADED ROAD, (15.4 MILES NORTH OF
 AJ0900'THE CATHOLIC CHURCH IN SAN YGNACIO) PROCEED 1.4 MILES EAST ALONG A
 AJ0900'GRADED ROAD TO A FORK IN ROAD, THENCE 2.15 MILES NORTHEAST ALONG THE
 AJ0900'NORTHEAST FORK OF GRADED ROAD TO THE INTERSECTION OF A DIRT ROAD
 AJ0900'LEADING NORTHERLY, THENCE 0.5 MILE NORTHERLY ALONG A WINDING DIRT ROAD
 AJ0900'TO THE INTERSECTION OF A DIRT ROAD LEADING SOUTHEASTERLY AND SITE OF
 AJ0900'BENCH MARK.  BENCH MARK IS 63.0 FEET WEST OF THE CENTERLINE OF
 AJ0900'INTERSECTION.  IT IS 57.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 AJ0900'THE CENTERLINE OF DIRT ROAD, 2.5 FEET EAST OF THE RIGHT OF WAY FENCE.
 AJ0900'MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AJ0900'PROJECTS 0.4 FOOT.
 AJ0900
 AJ0900                          STATION RECOVERY (1975)
 AJ0900
 AJ0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0913 ***********************************************************************
 AJ0913  DESIGNATION -  V 793
 AJ0913  PID         -  AJ0913
 AJ0913  STATE/COUNTY-  TX/WEBB
 AJ0913  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0913
 AJ0913                         *CURRENT SURVEY CONTROL
 AJ0913  ___________________________________________________________________
 AJ0913* NAD 83(1986)-  27 18 34.     (N)    099 14 26.     (W)     SCALED    
 AJ0913* NAVD 88     -       140.676  (meters)     461.53   (feet)  ADJUSTED  
 AJ0913  ___________________________________________________________________
 AJ0913  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AJ0913  DYNAMIC HT  -         140.451 (meters)     460.80  (feet)  COMP
 AJ0913  MODELED GRAV-     979,049.0   (mgal)                       NAVD 88
 AJ0913
 AJ0913  VERT ORDER  -  SECOND    CLASS 0
 AJ0913
 AJ0913.The horizontal coordinates were scaled from a topographic map and have
 AJ0913.an estimated accuracy of +/- 6 seconds.
 AJ0913
 AJ0913.The orthometric height was determined by differential leveling
 AJ0913.and adjusted by the National Geodetic Survey in June 1991..
 AJ0913
 AJ0913.The geoid height was determined by GEOID03.
 AJ0913
 AJ0913.The dynamic height is computed by dividing the NAVD 88
 AJ0913.geopotential number by the normal gravity value computed on the
 AJ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0913.degrees latitude (g = 980.6199 gals.).
 AJ0913
 AJ0913.The modeled gravity was interpolated from observed gravity values.
 AJ0913
 AJ0913;                    North         East    Units  Estimated Accuracy
 AJ0913;SPC TX S     - 5,182,220.      226,710.      MT  (+/- 180 meters Scaled)
 AJ0913
 AJ0913                          SUPERSEDED SURVEY CONTROL
 AJ0913
 AJ0913  NGVD 29 (??/??/92)  140.730  (m)          461.71   (f) ADJ UNCH    2 0
 AJ0913
 AJ0913.Superseded values are not recommended for survey control.
 AJ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0913.See file dsdata.txt to determine how the superseded data were derived.
 AJ0913
 AJ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR761207(NAD 83)
 AJ0913_MARKER: DB = BENCH MARK DISK
 AJ0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0913_STAMPING: V-793 1943
 AJ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0913+STABILITY: SURFACE MOTION
 AJ0913
 AJ0913  HISTORY     - Date     Condition        Report By
 AJ0913  HISTORY     - 1943     MONUMENTED       CGS
 AJ0913  HISTORY     - 1975     GOOD             USGS
 AJ0913
 AJ0913                          STATION DESCRIPTION
 AJ0913
 AJ0913'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0913'17.4 MI SW FROM AGUILARES.
 AJ0913'AGUILARES, 9.6 MILES SOUTH WEST OF, ALONG A PAVED COUNTY ROAD, THENCE
 AJ0913'THROUGH A LOCKED GATE 1.1 MILES SOUTHWEST ALONG A ROAD LEADING TO THE
 AJ0913'SAN ANTONIO RANCH.  THENCE 5.0 MILES NORTHWEST AND WEST ALONG A GRADED
 AJ0913'ROAD IN THE SAN ANTONIO RANCH.  1.7 MILES WEST OF A ROAD LEADING NORTH
 AJ0913'TO THE BETO SALDIVAR RANCH, 410 FEET WEST OF A CATTLEGUARD, 90 FEET
 AJ0913'SOUTH OF THE CENTER OF THE ROAD, A STANDARD TABLET SET IN THE TOP OF A
 AJ0913'CONCRETE POST PROJECTING 1.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0858 ***********************************************************************
 AJ0858  DESIGNATION -  V 795
 AJ0858  PID         -  AJ0858
 AJ0858  STATE/COUNTY-  TX/WEBB
 AJ0858  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0858
 AJ0858                         *CURRENT SURVEY CONTROL
 AJ0858  ___________________________________________________________________
 AJ0858* NAD 83(1986)-  27 27 06.     (N)    099 27 32.     (W)     SCALED    
 AJ0858* NAVD 88     -       170.863  (meters)     560.57   (feet)  ADJUSTED  
 AJ0858  ___________________________________________________________________
 AJ0858  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ0858  DYNAMIC HT  -         170.593 (meters)     559.69  (feet)  COMP
 AJ0858  MODELED GRAV-     979,063.8   (mgal)                       NAVD 88
 AJ0858
 AJ0858  VERT ORDER  -  FIRST     CLASS II
 AJ0858
 AJ0858.The horizontal coordinates were scaled from a topographic map and have
 AJ0858.an estimated accuracy of +/- 6 seconds.
 AJ0858
 AJ0858.The orthometric height was determined by differential leveling
 AJ0858.and adjusted by the National Geodetic Survey in June 1991..
 AJ0858
 AJ0858.The geoid height was determined by GEOID03.
 AJ0858
 AJ0858.The dynamic height is computed by dividing the NAVD 88
 AJ0858.geopotential number by the normal gravity value computed on the
 AJ0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0858.degrees latitude (g = 980.6199 gals.).
 AJ0858
 AJ0858.The modeled gravity was interpolated from observed gravity values.
 AJ0858
 AJ0858;                    North         East    Units  Estimated Accuracy
 AJ0858;SPC TX S     - 5,198,130.      205,220.      MT  (+/- 180 meters Scaled)
 AJ0858
 AJ0858                          SUPERSEDED SURVEY CONTROL
 AJ0858
 AJ0858  NGVD 29 (??/??/92)  170.885  (m)          560.65   (f) ADJ UNCH    1 2
 AJ0858
 AJ0858.Superseded values are not recommended for survey control.
 AJ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0858.See file dsdata.txt to determine how the superseded data were derived.
 AJ0858
 AJ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR546365(NAD 83)
 AJ0858_MARKER: DB = BENCH MARK DISK
 AJ0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0858_STAMPING: V 795 1943
 AJ0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0858+STABILITY: SURFACE MOTION
 AJ0858
 AJ0858  HISTORY     - Date     Condition        Report By
 AJ0858  HISTORY     - 1943     MONUMENTED       CGS
 AJ0858  HISTORY     - 1957     GOOD             NGS
 AJ0858  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0858  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0858
 AJ0858                          STATION DESCRIPTION
 AJ0858
 AJ0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0858'7.7 MI SE FROM LAREDO.
 AJ0858'2.8 MILES SOUTHEAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION
 AJ0858'AT LAREDO, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAY 83, THENCE 1.1
 AJ0858'MILES EAST ALONG A GRADED DIRT ROAD, 0.2 MILE WEST OF THE TOP OF A
 AJ0858'LONG HILL, 22 FEET SOUTH OF THE CENTER LINE OF A ROAD, 16 FEET EAST OF
 AJ0858'A FENCE CORNER, 2 FEET SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS
 AJ0858'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AJ0858'THE GROUND.
 AJ0858
 AJ0858                          STATION RECOVERY (1981)
 AJ0858
 AJ0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0858'MARK NOT RECOVERED.
 AJ0858
 AJ0858                          STATION RECOVERY (1988)
 AJ0858
 AJ0858'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0284 ***********************************************************************
 AY0284  DESIGNATION -  V 797
 AY0284  PID         -  AY0284
 AY0284  STATE/COUNTY-  TX/BEXAR
 AY0284  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0284
 AY0284                         *CURRENT SURVEY CONTROL
 AY0284  ___________________________________________________________________
 AY0284* NAD 83(1986)-  29 26 10.     (N)    098 27 39.     (W)     SCALED    
 AY0284* NAVD 88     -       217.393  (meters)     713.23   (feet)  ADJUSTED  
 AY0284  ___________________________________________________________________
 AY0284  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AY0284  DYNAMIC HT  -         217.077 (meters)     712.19  (feet)  COMP
 AY0284  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AY0284
 AY0284  VERT ORDER  -  FIRST     CLASS II
 AY0284
 AY0284.The horizontal coordinates were scaled from a topographic map and have
 AY0284.an estimated accuracy of +/- 6 seconds.
 AY0284
 AY0284.The orthometric height was determined by differential leveling
 AY0284.and adjusted by the National Geodetic Survey in June 1991..
 AY0284
 AY0284.The geoid height was determined by GEOID03.
 AY0284
 AY0284.The dynamic height is computed by dividing the NAVD 88
 AY0284.geopotential number by the normal gravity value computed on the
 AY0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0284.degrees latitude (g = 980.6199 gals.).
 AY0284
 AY0284.The modeled gravity was interpolated from observed gravity values.
 AY0284
 AY0284;                    North         East    Units  Estimated Accuracy
 AY0284;SPC TXSC     - 4,177,750.      652,310.      MT  (+/- 180 meters Scaled)
 AY0284
 AY0284                          SUPERSEDED SURVEY CONTROL
 AY0284
 AY0284  NGVD 29 (??/??/92)  217.275  (m)          712.84   (f) ADJ UNCH    1 2
 AY0284
 AY0284.Superseded values are not recommended for survey control.
 AY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0284.See file dsdata.txt to determine how the superseded data were derived.
 AY0284
 AY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT522564(NAD 83)
 AY0284_MARKER: DB = BENCH MARK DISK
 AY0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0284_SP_SET: OVER PASS
 AY0284_STAMPING: V 797 1943
 AY0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0284
 AY0284  HISTORY     - Date     Condition        Report By
 AY0284  HISTORY     - 1943     MONUMENTED       CGS
 AY0284  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0284  HISTORY     - 19950411 MARK NOT FOUND   USPSQD
 AY0284
 AY0284                          STATION DESCRIPTION
 AY0284
 AY0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0284'1.9 MI NE FROM SAN ANTONIO.
 AY0284'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0284'PROCEED 1.9 MILES NORTHEASTERLY ALONG THE TRACKS TO THE NEW BRAUNFELS
 AY0284'AVENUE OVER PASS AND SITE OF BENCH MARK.  BENCH MARK IS SET VERTICALLY
 AY0284'IN THE SOUTHWEST PIER OF AN OVER PASS OF NEW BRAUNFELS AVENUE OVER THE
 AY0284'RAILROAD YARDS.  IT IS 15 TELEGRAPH POLES EAST OF MILE POST NO. 208,
 AY0284'6.7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3.0 FEET ABOVE THE
 AY0284'CENTERLINE OF TRACK.
 AY0284
 AY0284                          STATION RECOVERY (1980)
 AY0284
 AY0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0284'SEARCHED FOR, NOT RECOVERED.
 AY0284
 AY0284                          STATION RECOVERY (1995)
 AY0284
 AY0284'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0138 ***********************************************************************
 AY0138  DESIGNATION -  V 799
 AY0138  PID         -  AY0138
 AY0138  STATE/COUNTY-  TX/BEXAR
 AY0138  USGS QUAD   -  SCHERTZ (1992)
 AY0138
 AY0138                         *CURRENT SURVEY CONTROL
 AY0138  ___________________________________________________________________
 AY0138* NAD 83(1986)-  29 33 41.     (N)    098 19 39.     (W)     SCALED    
 AY0138* NAVD 88     -       275.43   (+/-2cm)     903.6    (feet)  VERTCON   
 AY0138  ___________________________________________________________________
 AY0138  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY0138
 AY0138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0138
 AY0138.The horizontal coordinates were scaled from a topographic map and have
 AY0138.an estimated accuracy of +/- 6 seconds.
 AY0138
 AY0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0138.The vertical order pertains to the NGVD 29 superseded value.
 AY0138
 AY0138.The geoid height was determined by GEOID03.
 AY0138
 AY0138;                    North         East    Units  Estimated Accuracy
 AY0138;SPC TXSC     - 4,191,700.      665,160.      MT  (+/- 180 meters Scaled)
 AY0138
 AY0138                          SUPERSEDED SURVEY CONTROL
 AY0138
 AY0138  NGVD 29 (??/??/92)  275.307  (m)          903.24   (f) ADJ UNCH    2 0
 AY0138
 AY0138.Superseded values are not recommended for survey control.
 AY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0138.See file dsdata.txt to determine how the superseded data were derived.
 AY0138
 AY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT651703(NAD 83)
 AY0138_MARKER: DB = BENCH MARK DISK
 AY0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0138_SP_SET: CULVERT
 AY0138_STAMPING: V 799 1943
 AY0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0138
 AY0138  HISTORY     - Date     Condition        Report By
 AY0138  HISTORY     - 1943     MONUMENTED       CGS
 AY0138  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0138  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0138  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0138  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0138
 AY0138                          STATION DESCRIPTION
 AY0138
 AY0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0138'3.7 MI NW FROM RANDOLPH FIELD.
 AY0138'TO REACH FROM THE OPERATIONS BUILDING AT RANDOLPH FIELD, PROCEED 3.7
 AY0138'MILES NORTHWEST ALONG THE PAT BOOKER ROAD TO A GRAVEL ROAD CROSSING
 AY0138'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AY0138'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 3X4 FOOT CONCRETE CULVERT
 AY0138'UNDER HIGHWAY.  IT IS 35.0 FEET EAST OF THE CENTERLINE OF CROSS ROAD,
 AY0138'24.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AY0138'HIGHWAY.
 AY0138
 AY0138                          STATION RECOVERY (1967)
 AY0138
 AY0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0138'MARK NOT FOUND.
 AY0138
 AY0138                          STATION RECOVERY (1980)
 AY0138
 AY0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0138'SEARCHED FOR, NOT RECOVERED.
 AY0138
 AY0138                          STATION RECOVERY (1988)
 AY0138
 AY0138'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0138'MARK NOT FOUND.
 AY0138
 AY0138                          STATION RECOVERY (1999)
 AY0138
 AY0138'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0128 ***********************************************************************
 AW0128  DESIGNATION -  V 7=PTS 6
 AW0128  PID         -  AW0128
 AW0128  STATE/COUNTY-  TX/WALLER
 AW0128  USGS QUAD   -  BROOKSHIRE (1980)
 AW0128
 AW0128                         *CURRENT SURVEY CONTROL
 AW0128  ___________________________________________________________________
 AW0128* NAD 83(1986)-  29 47 10.     (N)    095 54 06.     (W)     SCALED    
 AW0128* NAVD 88     -        47.525  (meters)     155.92   (feet)  ADJUSTED  
 AW0128  ___________________________________________________________________
 AW0128  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0128  DYNAMIC HT  -          47.460 (meters)     155.71  (feet)  COMP
 AW0128  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 AW0128  OBS GRAVITY -     979,273.2   (mgal)                       GRAV_OBS
 AW0128
 AW0128  VERT ORDER  -  FIRST     CLASS I
 AW0128
 AW0128.The horizontal coordinates were scaled from a topographic map and have
 AW0128.an estimated accuracy of +/- 6 seconds.
 AW0128
 AW0128.The orthometric height was determined by differential leveling
 AW0128.and adjusted by the National Geodetic Survey in June 1991..
 AW0128
 AW0128.The geoid height was determined by GEOID03.
 AW0128
 AW0128.The dynamic height is computed by dividing the NAVD 88
 AW0128.geopotential number by the normal gravity value computed on the
 AW0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0128.degrees latitude (g = 980.6199 gals.).
 AW0128
 AW0128.The modeled gravity was interpolated from observed gravity values.
 AW0128.The observed gravity was obtained from relative gravimeter ties
 AW0128.to the IGSN71 gravity network.
 AW0128
 AW0128;                    North         East    Units  Estimated Accuracy
 AW0128;SPC TXSC     - 4,220,390.      899,520.      MT  (+/- 180 meters Scaled)
 AW0128
 AW0128                          SUPERSEDED SURVEY CONTROL
 AW0128
 AW0128  NGVD 29 (12/23/87)   47.511  (m)          155.88   (f) ADJUSTED    1 1
 AW0128
 AW0128.Superseded values are not recommended for survey control.
 AW0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0128.See file dsdata.txt to determine how the superseded data were derived.
 AW0128
 AW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN194986(NAD 83)
 AW0128_MARKER: DB = BENCH MARK DISK
 AW0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0128_SP_SET: SHALLOW-SET PIPE
 AW0128_STAMPING: PRIM TRAV STA NO 6 V 7 ELEV 157.208 FT 157 1916
 AW0128_MARK LOGO: CGS   
 AW0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0128
 AW0128  HISTORY     - Date     Condition        Report By
 AW0128  HISTORY     - 1916     MONUMENTED       CGS
 AW0128  HISTORY     - 1973     GOOD             NGS
 AW0128  HISTORY     - 1976     GOOD             NGS
 AW0128  HISTORY     - 1978     GOOD             NGS
 AW0128  HISTORY     - 1986     GOOD             NGS
 AW0128  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0128  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AW0128
 AW0128                          STATION DESCRIPTION
 AW0128
 AW0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0128'3.1 MI E FROM BROOKSHIRE.
 AW0128'ABOUT 3.1 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0128'STATION AT BROOKSHIRE, ABOUT 0.3 MILE EAST OF A DIRT ROAD LEADING
 AW0128'NORTH, 30.8 FEET WEST OF MILE POST 1051, 46 FEET NORTH OF THE NORTH
 AW0128'RAIL, 61.4 FEET SOUTH OF A FENCE, 18.8 FEET WEST OF THE EXTENDED
 AW0128'CENTER LINE OF A DIRT ROAD LEADING SOUTH, 0.7 FOOT SOUTH OF A METAL
 AW0128'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND IS A
 AW0128'DISK SET IN THE TOP OF AN IRON PIPE PROJECTING 0.3 FOOT.
 AW0128
 AW0128                          STATION RECOVERY (1976)
 AW0128
 AW0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0128'RECOVERED IN GOOD CONDITION.
 AW0128
 AW0128                          STATION RECOVERY (1978)
 AW0128
 AW0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0128'RECOVERED IN GOOD CONDITION.
 AW0128
 AW0128                          STATION RECOVERY (1986)
 AW0128
 AW0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0128'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.0 KM (3.1
 AW0128'MI) EAST ALONG US HIGHWAY 90 FROM THE JUNCTION OF FM 359 SOUTH IN
 AW0128'BROOKSHIRE, ALSO 8.2 KM (5.1 MI) WEST ALONG US HIGHWAY 90 FROM THE
 AW0128'JUNCTION OF PIN OAK ROAD SOUTH IN KATY, ABOUT 40 METERS (130 FT) NORTH
 AW0128'AND ACROSS THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE CENTERLINE OF
 AW0128'THE HIGHWAY, 9.1 METERS (30.0 FT) WEST OF THE EXTENDED CENTERLINE OF
 AW0128'IGLOO ROAD SOUTH, 14.0 METERS (46.0 FT) NORTH OF THE NORTH RAIL OF THE
 AW0128'RAILROAD, 61.0 METERS (200 FT) EAST OF RAILROAD MILEPOST 1051,
 AW0128'0.9 METER (3.0 FT) EAST OF A WOOD WITNESS POST.
 AW0128'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW0128'THE MARK IS 0.9 M BELOW THE RAILROAD.
 AW0128
 AW0128                          STATION RECOVERY (1990)
 AW0128
 AW0128'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0128'MARK NOT FOUND.
 AW0128
 AW0128                          STATION RECOVERY (2004)
 AW0128
 AW0128'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3326 ***********************************************************************
 AW3326  DESIGNATION -  V 8
 AW3326  PID         -  AW3326
 AW3326  STATE/COUNTY-  TX/GALVESTON
 AW3326  USGS QUAD   -  LEAGUE CITY (1995)
 AW3326
 AW3326                         *CURRENT SURVEY CONTROL
 AW3326  ___________________________________________________________________
 AW3326* NAD 83(1986)-  29 30 39.     (N)    095 05 31.     (W)     SCALED    
 AW3326* NAVD 88     -         6.45   (+/-2cm)      21.2    (feet)  VERTCON   
 AW3326  ___________________________________________________________________
 AW3326  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW3326
 AW3326  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3326
 AW3326.The horizontal coordinates were scaled from a topographic map and have
 AW3326.an estimated accuracy of +/- 6 seconds.
 AW3326
 AW3326.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3326.The vertical order pertains to the NGVD 29 superseded value.
 AW3326
 AW3326.The geoid height was determined by GEOID03.
 AW3326
 AW3326;                    North         East    Units  Estimated Accuracy
 AW3326;SPC TXSC     - 4,192,240.      978,790.      MT  (+/- 180 meters Scaled)
 AW3326
 AW3326                          SUPERSEDED SURVEY CONTROL
 AW3326
 AW3326  NGVD 29 (??/??/92)    6.447  (m)           21.15   (f) ADJ UNCH    1 2
 AW3326
 AW3326.Superseded values are not recommended for survey control.
 AW3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3326.See file dsdata.txt to determine how the superseded data were derived.
 AW3326
 AW3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN972664(NAD 83)
 AW3326_MARKER: DB = BENCH MARK DISK
 AW3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3326_STAMPING: V 8 ELEV 23.291 FT
 AW3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3326+STABILITY: SURFACE MOTION
 AW3326
 AW3326  HISTORY     - Date     Condition        Report By
 AW3326  HISTORY     - 1906     MONUMENTED       CGS
 AW3326  HISTORY     - 1964     GOOD             NGS
 AW3326  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3326  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3326  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3326  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3326  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3326  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3326  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3326
 AW3326                          STATION DESCRIPTION
 AW3326
 AW3326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3326'0.15 MI NE FROM LEAGUE CITY.
 AW3326'0.1 MILE NORTHEAST ALONG FARM ROAD 518 OR FIRST STREET FROM THE POST
 AW3326'OFFICE AT LEAGUE CITY, THENCE 0.05 MILE NORTHWEST ALONG THE GALVESTON,
 AW3326'HOUSTON AND HENDERSON RAILROAD, AT THE NORTHWEST END OF A NARROW PARK
 AW3326'BETWEEN RAILROAD AVENUE AND THE RAILROAD, 32 1/2 FEET NORTHEAST OF THE
 AW3326'NORTHEAST RAIL OF THE MAIN TRACK, 39 FEET SOUTHWEST OF THE CENTER LINE
 AW3326'OF RAILROAD AVENUE, 23 1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 AW3326'ABANDONED RAILROAD STATION WHICH IS NOW OCCUPIED BY THE LEAGUE CITY
 AW3326'FEED STORE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 AW3326'CONCRETE POST PROJECTING 2 INCHES.
 AW3326
 AW3326                          STATION RECOVERY (1973)
 AW3326
 AW3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3326'MARK NOT FOUND.
 AW3326
 AW3326                          STATION RECOVERY (1987)
 AW3326
 AW3326'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW3326'MARK NOT FOUND.
 AW3326
 AW3326                          STATION RECOVERY (1987)
 AW3326
 AW3326'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW3326'MARK NOT FOUND.
 AW3326
 AW3326                          STATION RECOVERY (1989)
 AW3326
 AW3326'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW3326'MARK NOT FOUND.
 AW3326
 AW3326                          STATION RECOVERY (1989)
 AW3326
 AW3326'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW3326'MARK NOT FOUND.
 AW3326
 AW3326                          STATION RECOVERY (1989)
 AW3326
 AW3326'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AW3326'MARK NOT FOUND.
 AW3326
 AW3326                          STATION RECOVERY (1990)
 AW3326
 AW3326'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLS)
 AW3326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0245 ***********************************************************************
 BN0245  DESIGNATION -  V 80
 BN0245  PID         -  BN0245
 BN0245  STATE/COUNTY-  TX/MASON
 BN0245  USGS QUAD   -  MASON (1979)
 BN0245
 BN0245                         *CURRENT SURVEY CONTROL
 BN0245  ___________________________________________________________________
 BN0245* NAD 83(1986)-  30 40 57.     (N)    099 07 44.     (W)     SCALED    
 BN0245* NAVD 88     -       420.482  (meters)    1379.53   (feet)  ADJUSTED  
 BN0245  ___________________________________________________________________
 BN0245  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BN0245  DYNAMIC HT  -         419.916 (meters)    1377.67  (feet)  COMP
 BN0245  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 BN0245
 BN0245  VERT ORDER  -  FIRST     CLASS II
 BN0245
 BN0245.The horizontal coordinates were scaled from a topographic map and have
 BN0245.an estimated accuracy of +/- 6 seconds.
 BN0245
 BN0245.The orthometric height was determined by differential leveling
 BN0245.and adjusted by the National Geodetic Survey in June 1991..
 BN0245
 BN0245.The geoid height was determined by GEOID03.
 BN0245
 BN0245.The dynamic height is computed by dividing the NAVD 88
 BN0245.geopotential number by the normal gravity value computed on the
 BN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0245.degrees latitude (g = 980.6199 gals.).
 BN0245
 BN0245.The modeled gravity was interpolated from observed gravity values.
 BN0245
 BN0245;                    North         East    Units  Estimated Accuracy
 BN0245;SPC TX C     - 3,113,240.      815,400.      MT  (+/- 180 meters Scaled)
 BN0245
 BN0245                          SUPERSEDED SURVEY CONTROL
 BN0245
 BN0245  NGVD 29 (??/??/92)  420.439  (m)         1379.39   (f) ADJ UNCH    1 2
 BN0245
 BN0245.Superseded values are not recommended for survey control.
 BN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0245.See file dsdata.txt to determine how the superseded data were derived.
 BN0245
 BN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU876944(NAD 83)
 BN0245_MARKER: DB = BENCH MARK DISK
 BN0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0245_STAMPING: V 80 1931
 BN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0245+STABILITY: SURFACE MOTION
 BN0245
 BN0245  HISTORY     - Date     Condition        Report By
 BN0245  HISTORY     - 1931     MONUMENTED       CGS
 BN0245  HISTORY     - 1953     GOOD             NGS
 BN0245  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0245  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 BN0245  HISTORY     - 20041005 MARK NOT FOUND   USPSQD
 BN0245
 BN0245                          STATION DESCRIPTION
 BN0245
 BN0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0245'7.9 MI SE FROM MASON.
 BN0245'7.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0245'MASON, THENCE 0.2 MILE NORTHEAST ACROSS A PASTURE, 117 FEET SOUTHWEST
 BN0245'OF TELEPHONE POLE 230, 45 FEET SOUTHWEST OF THE CENTER LINE OF OLD
 BN0245'U.S. HIGHWAY 87, 7 FEET NORTHEAST OF A FENCE, 900 FEET NORTHEAST OF
 BN0245'THE EAST END OF A SMALL EARTH DAM, SET IN THE TOP OF A CONCRETE POST
 BN0245'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BN0245
 BN0245                          STATION RECOVERY (1982)
 BN0245
 BN0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0245'SEARCHED FOR, BUT NOT FOUND.
 BN0245
 BN0245                          STATION RECOVERY (1996)
 BN0245
 BN0245'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0245'MARK NOT FOUND.
 BN0245
 BN0245                          STATION RECOVERY (2004)
 BN0245
 BN0245'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4267 ***********************************************************************
 AW4267  DESIGNATION -  V 800
 AW4267  PID         -  AW4267
 AW4267  STATE/COUNTY-  TX/FORT BEND
 AW4267  USGS QUAD   -  BOLING (1980)
 AW4267
 AW4267                         *CURRENT SURVEY CONTROL
 AW4267  ___________________________________________________________________
 AW4267* NAD 83(1986)-  29 22 20.     (N)    095 53 20.     (W)     SCALED    
 AW4267* NAVD 88     -        25.16   (+/-2cm)      82.5    (feet)  VERTCON   
 AW4267  ___________________________________________________________________
 AW4267  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4267
 AW4267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4267
 AW4267.The horizontal coordinates were scaled from a topographic map and have
 AW4267.an estimated accuracy of +/- 6 seconds.
 AW4267
 AW4267.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4267.The vertical order pertains to the NGVD 29 superseded value.
 AW4267
 AW4267.The geoid height was determined by GEOID03.
 AW4267
 AW4267;                    North         East    Units  Estimated Accuracy
 AW4267;SPC TXSC     - 4,174,570.      901,970.      MT  (+/- 180 meters Scaled)
 AW4267
 AW4267                          SUPERSEDED SURVEY CONTROL
 AW4267
 AW4267  NGVD 29 (??/??/92)   25.158  (m)           82.54   (f) ADJ UNCH    2 0
 AW4267
 AW4267.Superseded values are not recommended for survey control.
 AW4267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4267.See file dsdata.txt to determine how the superseded data were derived.
 AW4267
 AW4267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN195526(NAD 83)
 AW4267_MARKER: DB = BENCH MARK DISK
 AW4267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4267_STAMPING: V 80 1943
 AW4267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4267+STABILITY: SURFACE MOTION
 AW4267
 AW4267  HISTORY     - Date     Condition        Report By
 AW4267  HISTORY     - 1943     MONUMENTED       CGS
 AW4267  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4267  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4267
 AW4267                          STATION DESCRIPTION
 AW4267
 AW4267'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4267'4.5 MI SW FROM NEEDVILLE.
 AW4267'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 3.5 MILES
 AW4267'SOUTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS
 AW4267'ROAD (A POINT CALLED FOUR CORNERS OR MARLOW STORE), THENCE 1.0 MILE
 AW4267'NORTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AW4267'LEADING NORTHEAST AND SITE OF BENCH MARK.  BENCH MARK IS IN THE NORTH
 AW4267'CORNER OF A GRASS PASTURE.  IT IS 71.0 YARDS SOUTHEAST OF THE
 AW4267'CENTERLINE OF A DIRT ROAD LEADING NORTHEAST, 31.0 FEET SOUTHWEST OF
 AW4267'AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF A DIRT ROAD RUNNING
 AW4267'SOUTHEAST AND NORTHWEST, 2.4 FEET SOUTH OF A FENCE CORNER POST.
 AW4267'MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AW4267'AND PROJECTS 0.2 FOOT ABOVE THE GROUND, AND SET IN A CONCRETE POST.
 AW4267
 AW4267                          STATION RECOVERY (1995)
 AW4267
 AW4267'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4267'MARK NOT FOUND.
 AW4267
 AW4267                          STATION RECOVERY (1998)
 AW4267
 AW4267'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4389 ***********************************************************************
 AW4389  DESIGNATION -  V 801
 AW4389  PID         -  AW4389
 AW4389  STATE/COUNTY-  TX/BRAZORIA
 AW4389  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4389
 AW4389                         *CURRENT SURVEY CONTROL
 AW4389  ___________________________________________________________________
 AW4389* NAD 83(1986)-  29 09 08.     (N)    095 43 42.     (W)     SCALED    
 AW4389* NAVD 88     -        12.97   (+/-2cm)      42.6    (feet)  VERTCON   
 AW4389  ___________________________________________________________________
 AW4389  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW4389
 AW4389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4389
 AW4389.The horizontal coordinates were scaled from a topographic map and have
 AW4389.an estimated accuracy of +/- 6 seconds.
 AW4389
 AW4389.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4389.The vertical order pertains to the NGVD 29 superseded value.
 AW4389
 AW4389.The geoid height was determined by GEOID03.
 AW4389
 AW4389;                    North         East    Units  Estimated Accuracy
 AW4389;SPC TXSC     - 4,150,620.      918,240.      MT  (+/- 180 meters Scaled)
 AW4389
 AW4389                          SUPERSEDED SURVEY CONTROL
 AW4389
 AW4389  NGVD 29 (??/??/92)   12.983  (m)           42.60   (f) ADJ UNCH    2 0
 AW4389
 AW4389.Superseded values are not recommended for survey control.
 AW4389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4389.See file dsdata.txt to determine how the superseded data were derived.
 AW4389
 AW4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN345279(NAD 83)
 AW4389_MARKER: DB = BENCH MARK DISK
 AW4389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4389_SP_SET: CULVERT
 AW4389_STAMPING: V 801 1943
 AW4389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4389
 AW4389  HISTORY     - Date     Condition        Report By
 AW4389  HISTORY     - 1943     MONUMENTED       CGS
 AW4389  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4389
 AW4389                          STATION DESCRIPTION
 AW4389
 AW4389'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4389'5.2 MI W FROM WEST COLUMBIA.
 AW4389'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED WESTERLY
 AW4389'5.2 MILES ALONG WEST COLUMBIA-PLEDGER CONCRETE ROAD TO A CORRUGATED
 AW4389'PIPE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE
 AW4389'WEST OF THE BRIDGE OVER MOUNDS CREEK, ABOUT 0.1 MILE WEST OF A HOUSE
 AW4389'ON NORTH SIDE OF ROAD, 16.0 FEET NORTH OF AND ABOUT 0.5 FOOT ABOVE THE
 AW4389'CENTERLINE OF THE ROAD AND IS SET HORIZONTALLY IN THE TOP CENTER OF
 AW4389'THE NORTH CONCRETE HEADWALL OF THE CULVERT
 AW4389
 AW4389                          STATION RECOVERY (2004)
 AW4389
 AW4389'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4389'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4390 ***********************************************************************
 AW4390  DESIGNATION -  V 801 RESET 1958
 AW4390  PID         -  AW4390
 AW4390  STATE/COUNTY-  TX/BRAZORIA
 AW4390  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4390
 AW4390                         *CURRENT SURVEY CONTROL
 AW4390  ___________________________________________________________________
 AW4390* NAD 83(1986)-  29 09 08.     (N)    095 43 42.     (W)     SCALED    
 AW4390* NAVD 88     -        12.99   (+/-2cm)      42.6    (feet)  VERTCON   
 AW4390  ___________________________________________________________________
 AW4390  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW4390
 AW4390  VERT ORDER  -  THIRD (See Below)
 AW4390
 AW4390.The horizontal coordinates were scaled from a topographic map and have
 AW4390.an estimated accuracy of +/- 6 seconds.
 AW4390
 AW4390.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4390.The vertical order pertains to the NGVD 29 superseded value.
 AW4390
 AW4390.The geoid height was determined by GEOID03.
 AW4390
 AW4390;                    North         East    Units  Estimated Accuracy
 AW4390;SPC TXSC     - 4,150,620.      918,240.      MT  (+/- 180 meters Scaled)
 AW4390
 AW4390                          SUPERSEDED SURVEY CONTROL
 AW4390
 AW4390  NGVD 29 (01/29/03)   13.00   (m)           42.7    (f) RESET       3  
 AW4390
 AW4390.Superseded values are not recommended for survey control.
 AW4390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4390.See file dsdata.txt to determine how the superseded data were derived.
 AW4390
 AW4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN345279(NAD 83)
 AW4390_MARKER: DD = SURVEY DISK
 AW4390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4390_SP_SET: CULVERT
 AW4390_STAMPING: V 801 RESET 1958
 AW4390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4390
 AW4390  HISTORY     - Date     Condition        Report By
 AW4390  HISTORY     - 1958     MONUMENTED       TXHD
 AW4390  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 AW4390  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4390
 AW4390                          STATION DESCRIPTION
 AW4390
 AW4390'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4390'5.2 MI W FROM WEST COLUMBIA.
 AW4390'5.2 MILES WEST ALONG THE CONCRETE ROAD TO PLEDGER FROM THE CITY WATER
 AW4390'TANK AT WEST COLUMBIA, AT A CORRUGATED PIPE CULVERT.  0.8 MILE WEST OF
 AW4390'THE BRIDGE OVER MOUNDS CREEK, 0.1 MILE WEST OF A HOUSE ON NORTH SIDE
 AW4390'OF ROAD, 19 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 AW4390'ROAD, AND SET IN THE TOP OF THE CENTER OF THE NORTH CONCRETE HEADWALL
 AW4390'OF THE CULVERT.
 AW4390
 AW4390                          STATION RECOVERY (1976)
 AW4390
 AW4390'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 AW4390'MARK NOT FOUND.
 AW4390
 AW4390                          STATION RECOVERY (2004)
 AW4390
 AW4390'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4420 ***********************************************************************
 AW4420  DESIGNATION -  V 802
 AW4420  PID         -  AW4420
 AW4420  STATE/COUNTY-  TX/BRAZORIA
 AW4420  USGS QUAD   -  DAMON (1980)
 AW4420
 AW4420                         *CURRENT SURVEY CONTROL
 AW4420  ___________________________________________________________________
 AW4420* NAD 83(1986)-  29 16 46.     (N)    095 38 15.     (W)     SCALED    
 AW4420* NAVD 88     -        15.92   (+/-2cm)      52.2    (feet)  VERTCON   
 AW4420  ___________________________________________________________________
 AW4420  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW4420
 AW4420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4420
 AW4420.The horizontal coordinates were scaled from a topographic map and have
 AW4420.an estimated accuracy of +/- 6 seconds.
 AW4420
 AW4420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4420.The vertical order pertains to the NGVD 29 superseded value.
 AW4420
 AW4420.The geoid height was determined by GEOID03.
 AW4420
 AW4420;                    North         East    Units  Estimated Accuracy
 AW4420;SPC TXSC     - 4,164,960.      926,660.      MT  (+/- 180 meters Scaled)
 AW4420
 AW4420                          SUPERSEDED SURVEY CONTROL
 AW4420
 AW4420  NGVD 29 (??/??/92)   15.919  (m)           52.23   (f) ADJ UNCH    2 0
 AW4420
 AW4420.Superseded values are not recommended for survey control.
 AW4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4420.See file dsdata.txt to determine how the superseded data were derived.
 AW4420
 AW4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN437418(NAD 83)
 AW4420_MARKER: DB = BENCH MARK DISK
 AW4420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4420_STAMPING: V 802 1943
 AW4420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4420+STABILITY: SURFACE MOTION
 AW4420
 AW4420  HISTORY     - Date     Condition        Report By
 AW4420  HISTORY     - 1943     MONUMENTED       CGS
 AW4420  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4420  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 AW4420
 AW4420                          STATION DESCRIPTION
 AW4420
 AW4420'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4420'6.5 MI E FROM DAMON.
 AW4420'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHERLY 1.5 MILES
 AW4420'ALONG STATE HIGHWAY NO. 36 TO A T ROAD INTERSECTION, THENCE EASTERLY
 AW4420'5.0 MILES ALONG DIRT ROAD TO A SLIGHT CURVE AND SITE OF BENCH MARK.
 AW4420'BENCH MARK IS ABOUT 2.0 MILES WEST OF A T ROAD INTERSECTION AT THE END
 AW4420'OF A CONCRETE ROAD LEADING SOUTH, ABOUT 0.9 MILE EAST OF A T
 AW4420'INTERSECTION OF A DIRT ROAD LEADING NORTH, 33.0 FEET SOUTH OF AND
 AW4420'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 20.0 FEET WEST
 AW4420'OF THE CENTER OF A GATE IN RIGHT-OF-WAY FENCE, 13.0 FEET SOUTHWEST OF
 AW4420'THE WEST END OF SMALL WOODEN BRIDGE AT GATE, 3.0 FEET EAST OF A 4 BY 4
 AW4420'INCH WOODEN MARKER POST, 1.5 FEET NORTH OF RIGHT-OF-WAY FENCE AND AT
 AW4420'THE EAST END OF THE CURVE IN ROAD. MONUMENT PROJECTS ABOUT 0.6 FOOT,
 AW4420'AND SET IN A CONCRETE POST.
 AW4420
 AW4420                          STATION RECOVERY (1989)
 AW4420
 AW4420'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4420'MARK NOT FOUND.
 AW4420
 AW4420                          STATION RECOVERY (2004)
 AW4420
 AW4420'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4727 ***********************************************************************
 AW4727  DESIGNATION -  V 804
 AW4727  PID         -  AW4727
 AW4727  STATE/COUNTY-  TX/FORT BEND
 AW4727  USGS QUAD   -  SUGAR LAND (1995)
 AW4727
 AW4727                         *CURRENT SURVEY CONTROL
 AW4727  ___________________________________________________________________
 AW4727* NAD 83(1986)-  29 35 48.     (N)    095 43 47.     (W)     SCALED    
 AW4727* NAVD 88     -        24.078  (meters)      79.00   (feet)  ADJUSTED  
 AW4727  ___________________________________________________________________
 AW4727  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW4727  DYNAMIC HT  -          24.044 (meters)      78.88  (feet)  COMP
 AW4727  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 AW4727
 AW4727  VERT ORDER  -  FIRST     CLASS II
 AW4727
 AW4727.The horizontal coordinates were scaled from a topographic map and have
 AW4727.an estimated accuracy of +/- 6 seconds.
 AW4727
 AW4727.The orthometric height was determined by differential leveling
 AW4727.and adjusted by the National Geodetic Survey in June 1991..
 AW4727
 AW4727.The geoid height was determined by GEOID03.
 AW4727
 AW4727.The dynamic height is computed by dividing the NAVD 88
 AW4727.geopotential number by the normal gravity value computed on the
 AW4727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4727.degrees latitude (g = 980.6199 gals.).
 AW4727
 AW4727.The modeled gravity was interpolated from observed gravity values.
 AW4727
 AW4727;                    North         East    Units  Estimated Accuracy
 AW4727;SPC TXSC     - 4,199,850.      916,720.      MT  (+/- 180 meters Scaled)
 AW4727
 AW4727                          SUPERSEDED SURVEY CONTROL
 AW4727
 AW4727  NGVD 29 (12/23/87)   24.074  (m)           78.98   (f) ADJUSTED    1 2
 AW4727
 AW4727.Superseded values are not recommended for survey control.
 AW4727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4727.See file dsdata.txt to determine how the superseded data were derived.
 AW4727
 AW4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN356772(NAD 83)
 AW4727_MARKER: DB = BENCH MARK DISK
 AW4727_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4727_SP_SET: CULVERT HEADWALL
 AW4727_STAMPING: V 804 1943
 AW4727_MARK LOGO: CGS   
 AW4727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4727+STABILITY: SURFACE MOTION
 AW4727
 AW4727  HISTORY     - Date     Condition        Report By
 AW4727  HISTORY     - 1943     MONUMENTED       CGS
 AW4727  HISTORY     - 1973     GOOD             NGS
 AW4727  HISTORY     - 1987     GOOD             NGS
 AW4727  HISTORY     - 1989     GOOD             USPSQD
 AW4727  HISTORY     - 1990     POOR             USPSQD
 AW4727  HISTORY     - 19931204 GOOD             USPSQD
 AW4727  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4727  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW4727
 AW4727                          STATION DESCRIPTION
 AW4727
 AW4727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4727'2.3 MI NE FROM RICHMOND.
 AW4727'2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 90 ALT. FROM THE COUNTY
 AW4727'COURTHOUSE AT RICHMOND, 0.25 MILE EAST OF THE JUNCTION OF PITTS ROAD,
 AW4727'IN THE TOP OF THE SOUTH CONCRETE HEADWALL OF DOUBLE CONCRETE BOX
 AW4727'CULVERTS UNDER THE EASTBOUND LANES, 22 1/2 FEET SOUTH OF THE CENTER
 AW4727'LINE OF THE EASTBOUND LANES OF THE HIGHWAY, 8.5 FEET WEST OF THE EAST
 AW4727'END OF THE HEADWALL, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 AW4727
 AW4727                          STATION RECOVERY (1987)
 AW4727
 AW4727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4727'RECOVERED IN GOOD CONDITION.
 AW4727
 AW4727                          STATION RECOVERY (1989)
 AW4727
 AW4727'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4727'RECOVERED IN GOOD CONDITION.
 AW4727
 AW4727                          STATION RECOVERY (1990)
 AW4727
 AW4727'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4727'MARK RECOVERED IN POOR CONDITION.
 AW4727
 AW4727                          STATION RECOVERY (1993)
 AW4727
 AW4727'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4727'RECOVERED IN GOOD CONDITION.
 AW4727
 AW4727                          STATION RECOVERY (1998)
 AW4727
 AW4727'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4727'MARK NOT FOUND.
 AW4727
 AW4727                          STATION RECOVERY (2004)
 AW4727
 AW4727'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0600 ***********************************************************************
 BM0600  DESIGNATION -  V 804
 BM0600  PID         -  BM0600
 BM0600  STATE/COUNTY-  TX/TRAVIS
 BM0600  USGS QUAD   -  AUSTIN WEST (1988)
 BM0600
 BM0600                         *CURRENT SURVEY CONTROL
 BM0600  ___________________________________________________________________
 BM0600* NAD 83(1986)-  30 18 30.     (N)    097 50 24.     (W)     SCALED    
 BM0600* NAVD 88     -       295.053  (meters)     968.02   (feet)  POSTED    
 BM0600  ___________________________________________________________________
 BM0600  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BM0600  DYNAMIC HT  -         294.650 (meters)     966.70  (feet)  COMP
 BM0600  MODELED GRAV-     979,268.2   (mgal)                       NAVD 88
 BM0600
 BM0600  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BM0600
 BM0600.The horizontal coordinates were scaled from a topographic map and have
 BM0600.an estimated accuracy of +/- 6 seconds.
 BM0600
 BM0600.The orthometric height was determined by differential leveling
 BM0600.and adjusted by the National Geodetic Survey in 1992..
 BM0600.No vertical observational check was made to the station.
 BM0600.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BM0600.was located on a no-check spur therefore a value was not computed.
 BM0600
 BM0600.The geoid height was determined by GEOID03.
 BM0600
 BM0600.The dynamic height is computed by dividing the NAVD 88
 BM0600.geopotential number by the normal gravity value computed on the
 BM0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0600.degrees latitude (g = 980.6199 gals.).
 BM0600
 BM0600.The modeled gravity was interpolated from observed gravity values.
 BM0600
 BM0600;                    North         East    Units  Estimated Accuracy
 BM0600;SPC TX C     - 3,073,820.      939,790.      MT  (+/- 180 meters Scaled)
 BM0600
 BM0600                          SUPERSEDED SURVEY CONTROL
 BM0600
 BM0600  NGVD 29 (??/??/92)  294.970  (m)          967.75   (f) ADJ UNCH    1 2
 BM0600
 BM0600.Superseded values are not recommended for survey control.
 BM0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0600.See file dsdata.txt to determine how the superseded data were derived.
 BM0600
 BM0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU115535(NAD 83)
 BM0600_MARKER: DB = BENCH MARK DISK
 BM0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0600_STAMPING: V 804 1953
 BM0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0600+STABILITY: SURFACE MOTION
 BM0600
 BM0600  HISTORY     - Date     Condition        Report By
 BM0600  HISTORY     - 1953     MONUMENTED       CGS
 BM0600  HISTORY     - 1990     GOOD             USPSQD
 BM0600  HISTORY     - 1990     GOOD             USPSQD
 BM0600  HISTORY     - 19990112 MARK NOT FOUND   USPSQD
 BM0600
 BM0600                          STATION DESCRIPTION
 BM0600
 BM0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0600'6.75 MI SW FROM AUSTIN.
 BM0600'6.75 MILES SOUTHWEST ALONG BARTON SPRINGS ROAD AND BEE CAVE ROAD FROM
 BM0600'ITS INTERSECTION WITH LAMAR BOULEVARD AT AUSTIN, 93.5 FEET NORTHEAST
 BM0600'OF THE CENTER LINE OF THE ROAD, 104 FEET SOUTHEAST OF THE CENTER OF
 BM0600'THE YARD GATE AT ROYS RANCH, 53 FEET EAST OF THE CENTER LINE OF A
 BM0600'DRIVEWAY LEADING TO A GARAGE, 2.7 FEET SOUTHWEST OF A FENCE, 2 FEET
 BM0600'NORTHWEST OF A WITNESS POST, 4 FEET ABOVE THE LEVEL OF THE ROAD, SET
 BM0600'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BM0600'GROUND.
 BM0600
 BM0600                          STATION RECOVERY (1990)
 BM0600
 BM0600'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0600'RECOVERED IN GOOD CONDITION.
 BM0600
 BM0600                          STATION RECOVERY (1990)
 BM0600
 BM0600'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0600'RECOVERED IN GOOD CONDITION.
 BM0600
 BM0600                          STATION RECOVERY (1999)
 BM0600
 BM0600'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0412 ***********************************************************************
 BM0412  DESIGNATION -  V 805
 BM0412  PID         -  BM0412
 BM0412  STATE/COUNTY-  TX/BASTROP
 BM0412  USGS QUAD   -  LAKE BASTROP (1982)
 BM0412
 BM0412                         *CURRENT SURVEY CONTROL
 BM0412  ___________________________________________________________________
 BM0412* NAD 83(1986)-  30 13 27.     (N)    097 19 44.     (W)     SCALED    
 BM0412* NAVD 88     -       119.31   (+/-2cm)     391.4    (feet)  VERTCON   
 BM0412  ___________________________________________________________________
 BM0412  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0412
 BM0412  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0412
 BM0412.The horizontal coordinates were scaled from a topographic map and have
 BM0412.an estimated accuracy of +/- 6 seconds.
 BM0412
 BM0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0412.The vertical order pertains to the NGVD 29 superseded value.
 BM0412
 BM0412.The geoid height was determined by GEOID03.
 BM0412
 BM0412;                    North         East    Units  Estimated Accuracy
 BM0412;SPC TX C     - 3,065,710.      989,190.      MT  (+/- 180 meters Scaled)
 BM0412
 BM0412                          SUPERSEDED SURVEY CONTROL
 BM0412
 BM0412  NGVD 29 (??/??/92)  119.248  (m)          391.23   (f) ADJ UNCH    1 2
 BM0412
 BM0412.Superseded values are not recommended for survey control.
 BM0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0412.See file dsdata.txt to determine how the superseded data were derived.
 BM0412
 BM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU608448(NAD 83)
 BM0412_MARKER: DB = BENCH MARK DISK
 BM0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0412_STAMPING: V 805 1953
 BM0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0412+STABILITY: SURFACE MOTION
 BM0412
 BM0412  HISTORY     - Date     Condition        Report By
 BM0412  HISTORY     - 1953     MONUMENTED       CGS
 BM0412
 BM0412                          STATION DESCRIPTION
 BM0412
 BM0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0412'9.35 MI SE FROM ELGIN.
 BM0412'9.35 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 BM0412'FROM THE STATION AT ELGIN, 52.5 FEET SOUTH OF THE 2ND POLE SOUTH OF
 BM0412'MILEPOST 944, 39 FEET EAST OF THE EAST RAIL, 11 FEET WEST OF A FENCE,
 BM0412'ON TOP OF A SMALL DIKE, 2.5 FEET WEST OF A WITNESS POST, 1.0 MILE
 BM0412'NORTHWEST OF BENCH MARK W 805, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0412'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0196 ***********************************************************************
 AX0196  DESIGNATION -  V 806
 AX0196  PID         -  AX0196
 AX0196  STATE/COUNTY-  TX/AUSTIN
 AX0196  USGS QUAD   -  WALLIS (1980)
 AX0196
 AX0196                         *CURRENT SURVEY CONTROL
 AX0196  ___________________________________________________________________
 AX0196* NAD 83(1986)-  29 38 27.     (N)    096 03 20.     (W)     SCALED    
 AX0196* NAVD 88     -        38.63   (+/-2cm)     126.7    (feet)  VERTCON   
 AX0196  ___________________________________________________________________
 AX0196  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0196
 AX0196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0196
 AX0196.The horizontal coordinates were scaled from a topographic map and have
 AX0196.an estimated accuracy of +/- 6 seconds.
 AX0196
 AX0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0196.The vertical order pertains to the NGVD 29 superseded value.
 AX0196
 AX0196.The geoid height was determined by GEOID03.
 AX0196
 AX0196;                    North         East    Units  Estimated Accuracy
 AX0196;SPC TXSC     - 4,203,910.      885,050.      MT  (+/- 180 meters Scaled)
 AX0196
 AX0196                          SUPERSEDED SURVEY CONTROL
 AX0196
 AX0196  NGVD 29 (??/??/92)   38.626  (m)          126.73   (f) ADJ UNCH    2 0
 AX0196
 AX0196.Superseded values are not recommended for survey control.
 AX0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0196.See file dsdata.txt to determine how the superseded data were derived.
 AX0196
 AX0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT850826(NAD 83)
 AX0196_MARKER: DB = BENCH MARK DISK
 AX0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0196_STAMPING: V 806 1943
 AX0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0196+STABILITY: SURFACE MOTION
 AX0196
 AX0196  HISTORY     - Date     Condition        Report By
 AX0196  HISTORY     - 1943     MONUMENTED       CGS
 AX0196  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0196
 AX0196                          STATION DESCRIPTION
 AX0196
 AX0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0196'0.85 MI NE FROM WALLIS.
 AX0196'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0196'STATION AT WALLIS-- PROCEED 0.85 MILE NORTHEASTERLY ALONG THE RAILROAD
 AX0196'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTHEAST OF A
 AX0196'RAILROAD TRESTLE, AND 45.7 FEET SOUTHEAST OF AND ABOUT 4.0 FEET BELOW
 AX0196'THE SOUTHEAST RAIL OF TRACK.  IT IS 23.3 FEET NORTHWEST OF AND ABOUT
 AX0196'1.0 FOOT BELOW THE CENTERLINE OF ROAD, 3.7 FEET EAST OF MILEPOST 44,
 AX0196'AND 3.0 FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AX0196'PROJECTS 0.4 FOOT.  A STANDARD DISK, STAMPED V 806 1943 AND SET IN THE
 AX0196'TOP OF A CONCRETE POST.
 AX0196
 AX0196                          STATION RECOVERY (1999)
 AX0196
 AX0196'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0095 ***********************************************************************
 BN0095  DESIGNATION -  V 806
 BN0095  PID         -  BN0095
 BN0095  STATE/COUNTY-  TX/BLANCO
 BN0095  USGS QUAD   -  JOHNSON CITY (1982)
 BN0095
 BN0095                         *CURRENT SURVEY CONTROL
 BN0095  ___________________________________________________________________
 BN0095* NAD 83(1986)-  30 16 28.     (N)    098 25 07.     (W)     SCALED    
 BN0095* NAVD 88     -       375.851  (meters)    1233.10   (feet)  POSTED    
 BN0095  ___________________________________________________________________
 BN0095  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 BN0095  DYNAMIC HT  -         375.330 (meters)    1231.40  (feet)  COMP
 BN0095  MODELED GRAV-     979,255.9   (mgal)                       NAVD 88
 BN0095
 BN0095  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0095
 BN0095.The horizontal coordinates were scaled from a topographic map and have
 BN0095.an estimated accuracy of +/- 6 seconds.
 BN0095
 BN0095.The orthometric height was determined by differential leveling
 BN0095.and adjusted by the National Geodetic Survey in 1992..
 BN0095.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0095.rate of 1.1 thru 2.0 mm/km.
 BN0095
 BN0095.The geoid height was determined by GEOID03.
 BN0095
 BN0095.The dynamic height is computed by dividing the NAVD 88
 BN0095.geopotential number by the normal gravity value computed on the
 BN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0095.degrees latitude (g = 980.6199 gals.).
 BN0095
 BN0095.The modeled gravity was interpolated from observed gravity values.
 BN0095
 BN0095;                    North         East    Units  Estimated Accuracy
 BN0095;SPC TX C     - 3,068,960.      884,220.      MT  (+/- 180 meters Scaled)
 BN0095
 BN0095                          SUPERSEDED SURVEY CONTROL
 BN0095
 BN0095  NGVD 29 (??/??/92)  375.771  (m)         1232.84   (f) ADJ UNCH    2 0
 BN0095
 BN0095.Superseded values are not recommended for survey control.
 BN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0095.See file dsdata.txt to determine how the superseded data were derived.
 BN0095
 BN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU559493(NAD 83)
 BN0095_MARKER: DB = BENCH MARK DISK
 BN0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0095_STAMPING: V 806 1953
 BN0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0095+STABILITY: SURFACE MOTION
 BN0095
 BN0095  HISTORY     - Date     Condition        Report By
 BN0095  HISTORY     - 1953     MONUMENTED       CGS
 BN0095  HISTORY     - 1983     GOOD             USPSQD
 BN0095  HISTORY     - 1990     GOOD             USPSQD
 BN0095  HISTORY     - 1991     GOOD             USPSQD
 BN0095
 BN0095                          STATION DESCRIPTION
 BN0095
 BN0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0095'0.7 MI SW FROM JOHNSON CITY.
 BN0095'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0095'CITY, THENCE 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 290, THENCE 0.1
 BN0095'MILE SOUTH ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTHWEST TO THE WEST
 BN0095'SIDE OF THE WALLER AIRPORT, 355 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BN0095'OF A HOUSE, 216 FEET WEST OF THE NORTHWEST LEG OF A STEEL WINDMILL
 BN0095'TOWER, 33 FEET NORTH OF A FENCE CORNER, 62 FEET SOUTH OF A FENCE
 BN0095'CORNER, 3 FEET EAST OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST, SET
 BN0095'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BN0095'GROUND.
 BN0095
 BN0095                          STATION RECOVERY (1983)
 BN0095
 BN0095'RECOVERY NOTE BY US POWER SQUADRON 1983
 BN0095'DESC CHANGED: US 281 ROUTING THROUGH JOHNSON CITY HAS CHANGED. WALLER
 BN0095'AIRPORT IS LOCATED AT AVE. Q AND U.S. 290 ACROSS STREET ON U.S. 290
 BN0095'FROM UNITED PENTACOSTAL CHURCH IN JOHNSON CTIY. WALLER AIRPORT HAS
 BN0095'BEEN ABANDONED SINCE 1963.
 BN0095
 BN0095                          STATION RECOVERY (1990)
 BN0095
 BN0095'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0095'RECOVERED IN GOOD CONDITION.
 BN0095
 BN0095                          STATION RECOVERY (1991)
 BN0095
 BN0095'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0169 ***********************************************************************
 AY0169  DESIGNATION -  V 807
 AY0169  PID         -  AY0169
 AY0169  STATE/COUNTY-  TX/BEXAR
 AY0169  USGS QUAD   -  MARION (1992)
 AY0169
 AY0169                         *CURRENT SURVEY CONTROL
 AY0169  ___________________________________________________________________
 AY0169* NAD 83(1986)-  29 30 05.     (N)    098 11 10.     (W)     SCALED    
 AY0169* NAVD 88     -       190.86   (+/-2cm)     626.2    (feet)  VERTCON   
 AY0169  ___________________________________________________________________
 AY0169  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AY0169
 AY0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0169
 AY0169.The horizontal coordinates were scaled from a topographic map and have
 AY0169.an estimated accuracy of +/- 6 seconds.
 AY0169
 AY0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0169.The vertical order pertains to the NGVD 29 superseded value.
 AY0169
 AY0169.The geoid height was determined by GEOID03.
 AY0169
 AY0169;                    North         East    Units  Estimated Accuracy
 AY0169;SPC TXSC     - 4,185,140.      678,910.      MT  (+/- 180 meters Scaled)
 AY0169
 AY0169                          SUPERSEDED SURVEY CONTROL
 AY0169
 AY0169  NGVD 29 (??/??/92)  190.772  (m)          625.89   (f) ADJ UNCH    2 0
 AY0169
 AY0169.Superseded values are not recommended for survey control.
 AY0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0169.See file dsdata.txt to determine how the superseded data were derived.
 AY0169
 AY0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT788638(NAD 83)
 AY0169_MARKER: DB = BENCH MARK DISK
 AY0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0169_SP_SET: BRIDGE
 AY0169_STAMPING: V 807 1943
 AY0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0169
 AY0169  HISTORY     - Date     Condition        Report By
 AY0169  HISTORY     - 1943     MONUMENTED       CGS
 AY0169  HISTORY     - 1960     GOOD             NGS
 AY0169  HISTORY     - 1987     GOOD             USPSQD
 AY0169  HISTORY     - 1989     GOOD             USPSQD
 AY0169
 AY0169                          STATION DESCRIPTION
 AY0169
 AY0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AY0169'14.0 MI E FROM SAN ANTONIO.
 AY0169'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90 AND STATE
 AY0169'HIGHWAY NO. 123 AT SEGUIN, 14.1 MILES WESTERLY ALONG U. S. HIGHWAY NO.
 AY0169'90 TO SITE OF THE BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AY0169'NORTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE OVER CIBOLO CREEK
 AY0169'(THE GUADALUPE-BEXAR COUNTY LINE.)  IT IS 15.0 FEET NORTH OF AND ABOUT
 AY0169'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY. NOTE-- IT IS NOW
 AY0169'ON THE NORTH SERVICE ROAD OF INTERSTATE HIGHWAY NO. 10. 14.0 MILES
 AY0169'EAST ALONG INTERSTATE 10 FROM THE JUNCTION OF THE HIGHWAY AND LOOP 13
 AY0169'AT THE EAST SIDE OF SAN ANTONIO.
 AY0169
 AY0169                          STATION RECOVERY (1987)
 AY0169
 AY0169'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0169'RECOVERED IN GOOD CONDITION.
 AY0169
 AY0169                          STATION RECOVERY (1989)
 AY0169
 AY0169'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0573 ***********************************************************************
 AY0573  DESIGNATION -  V 808
 AY0573  PID         -  AY0573
 AY0573  STATE/COUNTY-  TX/GUADALUPE
 AY0573  USGS QUAD   -  NEW BERLIN (1957)
 AY0573
 AY0573                         *CURRENT SURVEY CONTROL
 AY0573  ___________________________________________________________________
 AY0573* NAD 83(1986)-  29 28 55.     (N)    098 06 12.     (W)     SCALED    
 AY0573* NAVD 88     -       182.37   (+/-2cm)     598.3    (feet)  VERTCON   
 AY0573  ___________________________________________________________________
 AY0573  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AY0573
 AY0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0573
 AY0573.The horizontal coordinates were scaled from a topographic map and have
 AY0573.an estimated accuracy of +/- 6 seconds.
 AY0573
 AY0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0573.The vertical order pertains to the NGVD 29 superseded value.
 AY0573
 AY0573.The geoid height was determined by GEOID03.
 AY0573
 AY0573;                    North         East    Units  Estimated Accuracy
 AY0573;SPC TXSC     - 4,183,040.      686,950.      MT  (+/- 180 meters Scaled)
 AY0573
 AY0573                          SUPERSEDED SURVEY CONTROL
 AY0573
 AY0573  NGVD 29 (??/??/92)  182.283  (m)          598.04   (f) ADJ UNCH    2 0
 AY0573
 AY0573.Superseded values are not recommended for survey control.
 AY0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0573.See file dsdata.txt to determine how the superseded data were derived.
 AY0573
 AY0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT869617(NAD 83)
 AY0573_MARKER: DB = BENCH MARK DISK
 AY0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0573_STAMPING: V 808 1943
 AY0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0573+STABILITY: SURFACE MOTION
 AY0573
 AY0573  HISTORY     - Date     Condition        Report By
 AY0573  HISTORY     - 1943     MONUMENTED       CGS
 AY0573  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0573  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0573  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0573
 AY0573                          STATION DESCRIPTION
 AY0573
 AY0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0573'1.3 MI N FROM NEW BERLIN.
 AY0573'TO REACH FROM THE SCHOOL HOUSE AT NEW BERLIN-- PROCEED 1.3 MILE
 AY0573'NORTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AY0573'ABOUT 0.35 MILE SOUTH OF A DIRT SIDE ROAD INTERSECTION LEADING WEST,
 AY0573'ABOUT 0.05 MILE SOUTH OF A SMALL WOODEN CULVERT, AND 33.0 FEET WEST OF
 AY0573'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD.  IT IS 19.7 FEET
 AY0573'SOUTH OF THE CENTERLINE OF A FARM ROAD LEADING WEST TO A WHITE FRAME
 AY0573'HOUSE, 1.0 FOOT EAST OF A FENCE, AND 4.0 FEET NORTH OF A 4X4-INCH
 AY0573'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  A STANDARD DISK,
 AY0573'STAMPED V 808 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AY0573
 AY0573                          STATION RECOVERY (1988)
 AY0573
 AY0573'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0573'MARK NOT FOUND.
 AY0573
 AY0573                          STATION RECOVERY (1999)
 AY0573
 AY0573'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0573'MARK NOT FOUND.
 AY0573
 AY0573                          STATION RECOVERY (2003)
 AY0573
 AY0573'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0131 ***********************************************************************
 BN0131  DESIGNATION -  V 81
 BN0131  PID         -  BN0131
 BN0131  STATE/COUNTY-  TX/GILLESPIE
 BN0131  USGS QUAD   -  CAIN CITY (1963)
 BN0131
 BN0131                         *CURRENT SURVEY CONTROL
 BN0131  ___________________________________________________________________
 BN0131* NAD 83(1986)-  30 09 36.     (N)    098 48 15.     (W)     SCALED    
 BN0131* NAVD 88     -       523.832  (meters)    1718.61   (feet)  ADJUSTED  
 BN0131  ___________________________________________________________________
 BN0131  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 BN0131  DYNAMIC HT  -         523.102 (meters)    1716.21  (feet)  COMP
 BN0131  MODELED GRAV-     979,231.0   (mgal)                       NAVD 88
 BN0131
 BN0131  VERT ORDER  -  FIRST     CLASS II
 BN0131
 BN0131.The horizontal coordinates were scaled from a topographic map and have
 BN0131.an estimated accuracy of +/- 6 seconds.
 BN0131
 BN0131.The orthometric height was determined by differential leveling
 BN0131.and adjusted by the National Geodetic Survey in June 1991..
 BN0131
 BN0131.The geoid height was determined by GEOID03.
 BN0131
 BN0131.The dynamic height is computed by dividing the NAVD 88
 BN0131.geopotential number by the normal gravity value computed on the
 BN0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0131.degrees latitude (g = 980.6199 gals.).
 BN0131
 BN0131.The modeled gravity was interpolated from observed gravity values.
 BN0131
 BN0131;                    North         East    Units  Estimated Accuracy
 BN0131;SPC TX C     - 3,055,700.      847,300.      MT  (+/- 180 meters Scaled)
 BN0131
 BN0131                          SUPERSEDED SURVEY CONTROL
 BN0131
 BN0131  NGVD 29 (??/??/92)  523.781  (m)         1718.44   (f) ADJ UNCH    1 2
 BN0131
 BN0131.Superseded values are not recommended for survey control.
 BN0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0131.See file dsdata.txt to determine how the superseded data were derived.
 BN0131
 BN0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU188365(NAD 83)
 BN0131_MARKER: DB = BENCH MARK DISK
 BN0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0131_STAMPING: V 81 1931
 BN0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0131+STABILITY: SURFACE MOTION
 BN0131
 BN0131  HISTORY     - Date     Condition        Report By
 BN0131  HISTORY     - 1931     MONUMENTED       CGS
 BN0131  HISTORY     - 1953     GOOD             NGS
 BN0131  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0131  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0131
 BN0131                          STATION DESCRIPTION
 BN0131
 BN0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0131'10.9 MI SE FROM FREDERICKSBURG.
 BN0131'2.5 MILES EAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH U.S.
 BN0131'HIGHWAY 87 AT FREDERICKSBURG, THENCE 7.1 MILES SOUTHEAST ALONG AN
 BN0131'OILED ROAD, THENCE 0.8 MILE EAST ALONG THE GRAPETOWN ROAD, THENCE 0.5
 BN0131'MILE NORTH ALONG AN ABANDONED RAILROAD GRADE, 0.4 MILE NORTH OF A
 BN0131'FARMHOUSE, 56 FEET NORTHEAST OF THE CENTER LINE OF THE OLD RAILROAD
 BN0131'GRADE, AT THE SOUTHEAST END OF A FILL AND THE NORTHWEST END OF A CUT,
 BN0131'15 FEET NORTHEAST OF A TELEPHONE POLE, 5 FEET NORTHWEST OF THE CENTER
 BN0131'LINE OF A PRIVATE TRACK ROAD, 2 FEET SOUTHEAST OF A WITNESS POST, SET
 BN0131'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BN0131'GROUND.
 BN0131
 BN0131                          STATION RECOVERY (1982)
 BN0131
 BN0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0131'NOT SEARCHED FOR THIS DATE, INACCESSIBLE.
 BN0131
 BN0131                          STATION RECOVERY (1993)
 BN0131
 BN0131'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4238 ***********************************************************************
 AW4238  DESIGNATION -  V 811
 AW4238  PID         -  AW4238
 AW4238  STATE/COUNTY-  TX/FORT BEND
 AW4238  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4238
 AW4238                         *CURRENT SURVEY CONTROL
 AW4238  ___________________________________________________________________
 AW4238* NAD 83(1986)-  29 28 38.     (N)    095 41 09.     (W)     SCALED    
 AW4238* NAVD 88     -        23.07   (+/-2cm)      75.7    (feet)  VERTCON   
 AW4238  ___________________________________________________________________
 AW4238  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4238
 AW4238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4238
 AW4238.The horizontal coordinates were scaled from a topographic map and have
 AW4238.an estimated accuracy of +/- 6 seconds.
 AW4238
 AW4238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4238.The vertical order pertains to the NGVD 29 superseded value.
 AW4238
 AW4238.The geoid height was determined by GEOID03.
 AW4238
 AW4238;                    North         East    Units  Estimated Accuracy
 AW4238;SPC TXSC     - 4,186,740.      921,350.      MT  (+/- 180 meters Scaled)
 AW4238
 AW4238                          SUPERSEDED SURVEY CONTROL
 AW4238
 AW4238  NGVD 29 (??/??/92)   23.071  (m)           75.69   (f) ADJ UNCH    2 0
 AW4238
 AW4238.Superseded values are not recommended for survey control.
 AW4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4238.See file dsdata.txt to determine how the superseded data were derived.
 AW4238
 AW4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN395638(NAD 83)
 AW4238_MARKER: DB = BENCH MARK DISK
 AW4238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4238_STAMPING: V 811 1943
 AW4238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4238+STABILITY: SURFACE MOTION
 AW4238
 AW4238  HISTORY     - Date     Condition        Report By
 AW4238  HISTORY     - 1943     MONUMENTED       CGS
 AW4238  HISTORY     - 1973     GOOD             NGS
 AW4238  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW4238  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4238  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4238  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4238  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4238
 AW4238                          STATION DESCRIPTION
 AW4238
 AW4238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4238'11.9 MI NE FROM GUY.
 AW4238'7.65 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4238'HIGHWAY 36 AT GUY, THENCE 4.25 MILES NORTHEAST AND NORTHWEST ALONG
 AW4238'FARM ROAD 762, 1.0 MILE NORTHEAST OF THE JUNCTION OF RICE FIELD ROAD,
 AW4238'NEAR THE NORTHEAST END OF A SMALL RESERVIOR, AT THE JUNCTION OF A
 AW4238'FIELD ENTRANCE ROAD, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 AW4238'22 FEET SOUTHWEST OF THE CENTER LINE OF THE FIELD ROAD SOUTHEAST, 13
 AW4238'FEET SOUTHWEST OF THE SOUTHWEST END OF A METAL GATE, 3 FEET SOUTHWEST
 AW4238'OF A TELEPHONE POLE, 2.0 FEET NORTHWEST OF A FENCE, 1.3 FEET NORTHEAST
 AW4238'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW4238'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW4238
 AW4238                          STATION RECOVERY (1986)
 AW4238
 AW4238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4238'NOT RECOVERED.
 AW4238
 AW4238                          STATION RECOVERY (1988)
 AW4238
 AW4238'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4238'MARK NOT FOUND.
 AW4238
 AW4238                          STATION RECOVERY (1996)
 AW4238
 AW4238'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4238'MARK NOT FOUND.
 AW4238
 AW4238                          STATION RECOVERY (1998)
 AW4238
 AW4238'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4238'MARK NOT FOUND.
 AW4238
 AW4238                          STATION RECOVERY (1998)
 AW4238
 AW4238'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0097 ***********************************************************************
 AX0097  DESIGNATION -  V 812 RESET 1959
 AX0097  PID         -  AX0097
 AX0097  STATE/COUNTY-  TX/WHARTON
 AX0097  USGS QUAD   -  LISSIE (1981)
 AX0097
 AX0097                         *CURRENT SURVEY CONTROL
 AX0097  ___________________________________________________________________
 AX0097* NAD 83(1986)-  29 33 02.     (N)    096 11 52.     (W)     SCALED    
 AX0097* NAVD 88     -        42.28   (+/-2cm)     138.7    (feet)  VERTCON   
 AX0097  ___________________________________________________________________
 AX0097  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0097
 AX0097  VERT ORDER  -  THIRD (See Below)
 AX0097
 AX0097.The horizontal coordinates were scaled from a topographic map and have
 AX0097.an estimated accuracy of +/- 6 seconds.
 AX0097
 AX0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0097.The vertical order pertains to the NGVD 29 superseded value.
 AX0097
 AX0097.The geoid height was determined by GEOID03.
 AX0097
 AX0097;                    North         East    Units  Estimated Accuracy
 AX0097;SPC TXSC     - 4,193,570.      871,530.      MT  (+/- 180 meters Scaled)
 AX0097
 AX0097                          SUPERSEDED SURVEY CONTROL
 AX0097
 AX0097  NGVD 29 (??/??/??)   42.27   (m)          138.7    (f) RESET       3  
 AX0097
 AX0097.Superseded values are not recommended for survey control.
 AX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0097.See file dsdata.txt to determine how the superseded data were derived.
 AX0097
 AX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT715722(NAD 83)
 AX0097_MARKER: DB = BENCH MARK DISK
 AX0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0097_SP_SET: BRIDGE
 AX0097_STAMPING: V 812 RESET 1959
 AX0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0097
 AX0097  HISTORY     - Date     Condition        Report By
 AX0097  HISTORY     - 1959     MONUMENTED       CGS
 AX0097  HISTORY     - 19910607 GOOD             USPSQD
 AX0097
 AX0097                          STATION DESCRIPTION
 AX0097
 AX0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AX0097'8.2 MI W FROM EAST BERNARD.
 AX0097'ABOUT 8.2 MILES WEST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY NO.
 AX0097'90A, FROM THE DEPOT IN EAST BERNARD IN THE SOUTHEAST WINGWALL OF
 AX0097'RAILROAD BRIDGE NO. 59.94 AND ABOUT 8 FEET SOUTH OF THE SOUTH RAIL, IN
 AX0097'THE BRIDGE OVER THE WEST BERNARD RIVER.  A STANDARD DISK STAMPED V 812
 AX0097'RESET 1959 SET IN A DRILL HOLE IN THE CONCRETE WINGWALL.
 AX0097
 AX0097                          STATION RECOVERY (1991)
 AX0097
 AX0097'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0140 ***********************************************************************
 AX0140  DESIGNATION -  V 815
 AX0140  PID         -  AX0140
 AX0140  STATE/COUNTY-  TX/COLORADO
 AX0140  USGS QUAD   -  EAGLE LAKE (1981)
 AX0140
 AX0140                         *CURRENT SURVEY CONTROL
 AX0140  ___________________________________________________________________
 AX0140* NAD 83(1986)-  29 35 19.     (N)    096 19 11.     (W)     SCALED    
 AX0140* NAVD 88     -        54.34   (+/-2cm)     178.3    (feet)  VERTCON   
 AX0140  ___________________________________________________________________
 AX0140  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0140
 AX0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0140
 AX0140.The horizontal coordinates were scaled from a topographic map and have
 AX0140.an estimated accuracy of +/- 6 seconds.
 AX0140
 AX0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0140.The vertical order pertains to the NGVD 29 superseded value.
 AX0140
 AX0140.The geoid height was determined by GEOID03.
 AX0140
 AX0140;                    North         East    Units  Estimated Accuracy
 AX0140;SPC TXSC     - 4,197,510.      859,610.      MT  (+/- 180 meters Scaled)
 AX0140
 AX0140                          SUPERSEDED SURVEY CONTROL
 AX0140
 AX0140  NGVD 29 (??/??/92)   54.328  (m)          178.24   (f) ADJ UNCH    2 0
 AX0140
 AX0140.Superseded values are not recommended for survey control.
 AX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0140.See file dsdata.txt to determine how the superseded data were derived.
 AX0140
 AX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT596762(NAD 83)
 AX0140_MARKER: DB = BENCH MARK DISK
 AX0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0140_STAMPING: V 815 1943
 AX0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0140+STABILITY: SURFACE MOTION
 AX0140
 AX0140  HISTORY     - Date     Condition        Report By
 AX0140  HISTORY     - 1943     MONUMENTED       CGS
 AX0140
 AX0140                          STATION DESCRIPTION
 AX0140
 AX0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0140'0.3 MI NE FROM EAGLE LAKE.
 AX0140'TO REACH FROM THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE,
 AX0140'PROCEED 0.3 MILE NORTHEASTERLY ALONG THE GULF, COLORADO AND SANTA FE
 AX0140'RAILROAD TRACK TO MILE POST NO. 17 AND SITE OF BENCH MARK.  BENCH MARK
 AX0140'IS 48.5 FEET NORTHWEST OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF
 AX0140'THE TRACK.  IT IS 5.1 FEET SOUTHWEST OF MILE POST NO. 17, 2.6 FEET
 AX0140'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.8 FEET
 AX0140'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT
 AX0140'ABOVE THE GROUND.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0184 ***********************************************************************
 AX0184  DESIGNATION -  V 816
 AX0184  PID         -  AX0184
 AX0184  STATE/COUNTY-  TX/COLORADO
 AX0184  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0184
 AX0184                         *CURRENT SURVEY CONTROL
 AX0184  ___________________________________________________________________
 AX0184* NAD 83(1986)-  29 42 45.     (N)    096 19 31.     (W)     SCALED    
 AX0184* NAVD 88     -        61.68   (+/-2cm)     202.4    (feet)  VERTCON   
 AX0184  ___________________________________________________________________
 AX0184  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX0184
 AX0184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0184
 AX0184.The horizontal coordinates were scaled from a topographic map and have
 AX0184.an estimated accuracy of +/- 6 seconds.
 AX0184
 AX0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0184.The vertical order pertains to the NGVD 29 superseded value.
 AX0184
 AX0184.The geoid height was determined by GEOID03.
 AX0184
 AX0184;                    North         East    Units  Estimated Accuracy
 AX0184;SPC TXSC     - 4,211,220.      858,760.      MT  (+/- 180 meters Scaled)
 AX0184
 AX0184                          SUPERSEDED SURVEY CONTROL
 AX0184
 AX0184  NGVD 29 (??/??/92)   61.664  (m)          202.31   (f) ADJ UNCH    2 0
 AX0184
 AX0184.Superseded values are not recommended for survey control.
 AX0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0184.See file dsdata.txt to determine how the superseded data were derived.
 AX0184
 AX0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT587899(NAD 83)
 AX0184_MARKER: DB = BENCH MARK DISK
 AX0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0184_SP_SET: PIER
 AX0184_STAMPING: V 816 1943
 AX0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0184
 AX0184  HISTORY     - Date     Condition        Report By
 AX0184  HISTORY     - 1943     MONUMENTED       CGS
 AX0184  HISTORY     - 20050823 MARK NOT FOUND   USPSQD
 AX0184
 AX0184                          STATION DESCRIPTION
 AX0184
 AX0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0184'7.9 MI SE FROM BERNARDO.
 AX0184'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 1.0 MILE
 AX0184'SOUTHEASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL ROAD
 AX0184'LEADING NORTHEAST, THENCE 2.55 MILES NORTHEASTERLY ALONG A GRAVEL ROAD
 AX0184'TO THE INTERSECTION OF A GRAVEL ROAD LEADING EAST, THENCE 2.25 MILES
 AX0184'EASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL T ROAD,
 AX0184'THENCE 2.1 MILES SOUTHERLY ALONG A GRAVEL ROAD TO A STEEL BRIDGE AND
 AX0184'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AX0184'SOUTHWEST CONCRETE PIER OF A 95.0 FOOT STEEL BRIDGE OVER A CREEK. IT
 AX0184'IS 6.9 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AX0184'ROAD.
 AX0184
 AX0184                          STATION RECOVERY (2005)
 AX0184
 AX0184'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 AX0184'THE REMAINS OF THE BRIDGE ARE PILED UP ON EACH SIDE OF THE ROAD.
 AX0184'THERE IS JUST A DEEP DIP IN THE ROAD AT THIS LOCATION.  HEAVY
 AX0184'EQUIPMENT AND A CREW MAY FIND THE DISK ON ONE OF THE HEAVY CHUNKS OF
 AX0184'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1172 ***********************************************************************
 AX1172  DESIGNATION -  V 817
 AX1172  PID         -  AX1172
 AX1172  STATE/COUNTY-  TX/COLORADO
 AX1172  USGS QUAD   -  INDUSTRY (1981)
 AX1172
 AX1172                         *CURRENT SURVEY CONTROL
 AX1172  ___________________________________________________________________
 AX1172* NAD 83(1986)-  29 52 44.     (N)    096 32 52.     (W)     SCALED    
 AX1172* NAVD 88     -       104.03   (+/-2cm)     341.3    (feet)  VERTCON   
 AX1172  ___________________________________________________________________
 AX1172  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1172
 AX1172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1172
 AX1172.The horizontal coordinates were scaled from a topographic map and have
 AX1172.an estimated accuracy of +/- 6 seconds.
 AX1172
 AX1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1172.The vertical order pertains to the NGVD 29 superseded value.
 AX1172
 AX1172.The geoid height was determined by GEOID03.
 AX1172
 AX1172;                    North         East    Units  Estimated Accuracy
 AX1172;SPC TXSC     - 4,229,190.      836,850.      MT  (+/- 180 meters Scaled)
 AX1172
 AX1172                          SUPERSEDED SURVEY CONTROL
 AX1172
 AX1172  NGVD 29 (??/??/92)  103.995  (m)          341.19   (f) ADJ UNCH    2 0
 AX1172
 AX1172.Superseded values are not recommended for survey control.
 AX1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1172.See file dsdata.txt to determine how the superseded data were derived.
 AX1172
 AX1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU368078(NAD 83)
 AX1172_MARKER: DB = BENCH MARK DISK
 AX1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1172_STAMPING: V 817 1943
 AX1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1172+STABILITY: SURFACE MOTION
 AX1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1172+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1172
 AX1172  HISTORY     - Date     Condition        Report By
 AX1172  HISTORY     - 1943     MONUMENTED       CGS
 AX1172  HISTORY     - 1987     GOOD             USPSQD
 AX1172  HISTORY     - 20041026 GOOD             USPSQD
 AX1172  HISTORY     - 20051106 GOOD             USPSQD
 AX1172
 AX1172                          STATION DESCRIPTION
 AX1172
 AX1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1172'0.55 MI N FROM FRELSBURG.
 AX1172'TO REACH FROM THE FOUR CORNERS AT FRELSBURG, PROCEED 0.55 MILE
 AX1172'NORTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1172'0.05 MILE SOUTH OF A 5X8 FOOT WOODEN CULVERT UNDER THE ROAD.  IT IS
 AX1172'150.0 FEET NORTH OF THE CENTERLINE OF A PRIVATE DIRT CROSS ROAD, 40.2
 AX1172'FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 0.5
 AX1172'FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE AND 2.3 FEET SOUTH OF A 4X4
 AX1172'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.  A
 AX1172'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 AX1172
 AX1172                          STATION RECOVERY (1987)
 AX1172
 AX1172'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AX1172'RECOVERED IN GOOD CONDITION.
 AX1172
 AX1172                          STATION RECOVERY (2004)
 AX1172
 AX1172'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1172'NEW PLASTIC WITNESS POST.
 AX1172
 AX1172                          STATION RECOVERY (2005)
 AX1172
 AX1172'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1172'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1105 ***********************************************************************
 AX1105  DESIGNATION -  V 818
 AX1105  PID         -  AX1105
 AX1105  STATE/COUNTY-  TX/COLORADO
 AX1105  USGS QUAD   -  BORDEN (1981)
 AX1105
 AX1105                         *CURRENT SURVEY CONTROL
 AX1105  ___________________________________________________________________
 AX1105* NAD 83(1986)-  29 41 49.     (N)    096 43 19.     (W)     SCALED    
 AX1105* NAVD 88     -       103.47   (+/-2cm)     339.5    (feet)  VERTCON   
 AX1105  ___________________________________________________________________
 AX1105  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1105
 AX1105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1105
 AX1105.The horizontal coordinates were scaled from a topographic map and have
 AX1105.an estimated accuracy of +/- 6 seconds.
 AX1105
 AX1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1105.The vertical order pertains to the NGVD 29 superseded value.
 AX1105
 AX1105.The geoid height was determined by GEOID03.
 AX1105
 AX1105;                    North         East    Units  Estimated Accuracy
 AX1105;SPC TXSC     - 4,208,690.      820,430.      MT  (+/- 180 meters Scaled)
 AX1105
 AX1105                          SUPERSEDED SURVEY CONTROL
 AX1105
 AX1105  NGVD 29 (??/??/92)  103.439  (m)          339.37   (f) ADJ UNCH    2 0
 AX1105
 AX1105.Superseded values are not recommended for survey control.
 AX1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1105.See file dsdata.txt to determine how the superseded data were derived.
 AX1105
 AX1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT204873(NAD 83)
 AX1105_MARKER: DB = BENCH MARK DISK
 AX1105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1105_SP_SET: PIER
 AX1105_STAMPING: V 818 1943
 AX1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1105+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1105
 AX1105  HISTORY     - Date     Condition        Report By
 AX1105  HISTORY     - 1943     MONUMENTED       CGS
 AX1105  HISTORY     - 1987     GOOD             USPSQD
 AX1105  HISTORY     - 1987     GOOD             USPSQD
 AX1105  HISTORY     - 19970608 GOOD             USPSQD
 AX1105  HISTORY     - 20020727 GOOD             USPSQD
 AX1105  HISTORY     - 20040318 GOOD             USPSQD
 AX1105  HISTORY     - 20050318 GOOD             USPSQD
 AX1105
 AX1105                          STATION DESCRIPTION
 AX1105
 AX1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1105'3.75 MI E FROM WEIMAR.
 AX1105'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 3.75 MILES EASTERLY
 AX1105'ALONG U.S. HIGHWAY NO. 90 TO A RAILROAD OVERPASS AND SITE OF BENCH
 AX1105'MARK.  BENCH MARK IS SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 AX1105'SOUTHEAST END OF THE SOUTHWEST CONCRETE PIER OF A RAILROAD OVERPASS.
 AX1105'IT IS 18.0 FEET SOUTHWEST OF AND ABOUT 4.0 FEET ABOVE THE CENTERLINE
 AX1105'OF THE HIGHWAY, 3.5 FEET ABOVE THE GROUND.
 AX1105
 AX1105                          STATION RECOVERY (1987)
 AX1105
 AX1105'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1105'RECOVERED IN GOOD CONDITION.
 AX1105
 AX1105                          STATION RECOVERY (1987)
 AX1105
 AX1105'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1105'RECOVERED IN GOOD CONDITION.
 AX1105
 AX1105                          STATION RECOVERY (1997)
 AX1105
 AX1105'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1105'RECOVERED IN GOOD CONDITION.
 AX1105
 AX1105                          STATION RECOVERY (2002)
 AX1105
 AX1105'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1105'RECOVERED IN GOOD CONDITION.
 AX1105
 AX1105                          STATION RECOVERY (2004)
 AX1105
 AX1105'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1105'RECOVERED IN GOOD CONDITION.
 AX1105
 AX1105                          STATION RECOVERY (2005)
 AX1105
 AX1105'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1486 ***********************************************************************
 AX1486  DESIGNATION -  V 819
 AX1486  PID         -  AX1486
 AX1486  STATE/COUNTY-  TX/FAYETTE
 AX1486  USGS QUAD   -  FLATONIA (1981)
 AX1486
 AX1486                         *CURRENT SURVEY CONTROL
 AX1486  ___________________________________________________________________
 AX1486* NAD 83(1986)-  29 40 50.     (N)    097 03 40.     (W)     SCALED    
 AX1486* NAVD 88     -       119.20   (+/-2cm)     391.1    (feet)  VERTCON   
 AX1486  ___________________________________________________________________
 AX1486  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX1486
 AX1486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1486
 AX1486.The horizontal coordinates were scaled from a topographic map and have
 AX1486.an estimated accuracy of +/- 6 seconds.
 AX1486
 AX1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1486.The vertical order pertains to the NGVD 29 superseded value.
 AX1486
 AX1486.The geoid height was determined by GEOID03.
 AX1486
 AX1486;                    North         East    Units  Estimated Accuracy
 AX1486;SPC TXSC     - 4,206,280.      787,640.      MT  (+/- 180 meters Scaled)
 AX1486
 AX1486                          SUPERSEDED SURVEY CONTROL
 AX1486
 AX1486  NGVD 29 (??/??/92)  119.159  (m)          390.94   (f) ADJ UNCH    2 0
 AX1486
 AX1486.Superseded values are not recommended for survey control.
 AX1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1486.See file dsdata.txt to determine how the superseded data were derived.
 AX1486
 AX1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT876849(NAD 83)
 AX1486_MARKER: DB = BENCH MARK DISK
 AX1486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1486_SP_SET: CULVERT
 AX1486_STAMPING: V 819 1943
 AX1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1486+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1486
 AX1486  HISTORY     - Date     Condition        Report By
 AX1486  HISTORY     - 1943     MONUMENTED       CGS
 AX1486  HISTORY     - 1987     GOOD             USPSQD
 AX1486  HISTORY     - 1988     GOOD             USPSQD
 AX1486  HISTORY     - 19970607 GOOD             USPSQD
 AX1486  HISTORY     - 20040318 GOOD             USPSQD
 AX1486  HISTORY     - 20050318 GOOD             USPSQD
 AX1486
 AX1486                          STATION DESCRIPTION
 AX1486
 AX1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1486'2.87 MI E FROM FLATONIA.
 AX1486'TO REACH FROM THE METHODIST CHURCH AT FLATONIA, PROCEED 2.85 MILES
 AX1486'EASTERLY ALONG U.S. HIGHWAY NO.90 TO A CONCRETE CULVERT AND SITE OF
 AX1486'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST END
 AX1486'OF THE NORTH HEADWALL OF A 10X20 FOOT DOUBLE CONCRETE BOX CULVERT
 AX1486'UNDER THE HIGHWAY.  IT IS 0.3 MILE EAST OF THE INTERSECTION OF A DIRT
 AX1486'CROSS ROAD, 0.15 MILE WEST OF THE INTERSECTION OF A GRAVEL CROSS ROAD,
 AX1486'21.4 FEET NORTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF THE
 AX1486'HIGHWAY.
 AX1486
 AX1486                          STATION RECOVERY (1987)
 AX1486
 AX1486'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1486'RECOVERED IN GOOD CONDITION.
 AX1486
 AX1486                          STATION RECOVERY (1988)
 AX1486
 AX1486'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1486'RECOVERED IN GOOD CONDITION.
 AX1486
 AX1486                          STATION RECOVERY (1997)
 AX1486
 AX1486'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1486'RECOVERED IN GOOD CONDITION.
 AX1486
 AX1486                          STATION RECOVERY (2004)
 AX1486
 AX1486'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1486'RECOVERED IN GOOD CONDITION.
 AX1486
 AX1486                          STATION RECOVERY (2005)
 AX1486
 AX1486'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0983 ***********************************************************************
 AY0983  DESIGNATION -  V 82
 AY0983  PID         -  AY0983
 AY0983  STATE/COUNTY-  TX/BEXAR
 AY0983  USGS QUAD   -  CASTLE HILLS (1992)
 AY0983
 AY0983                         *CURRENT SURVEY CONTROL
 AY0983  ___________________________________________________________________
 AY0983* NAD 83(1986)-  29 35 31.     (N)    098 35 14.     (W)     SCALED    
 AY0983* NAVD 88     -       317.729  (meters)    1042.42   (feet)  POSTED    
 AY0983  ___________________________________________________________________
 AY0983  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AY0983  DYNAMIC HT  -         317.260 (meters)    1040.88  (feet)  COMP
 AY0983  MODELED GRAV-     979,168.9   (mgal)                       NAVD 88
 AY0983
 AY0983  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0983
 AY0983.The horizontal coordinates were scaled from a topographic map and have
 AY0983.an estimated accuracy of +/- 6 seconds.
 AY0983
 AY0983.The orthometric height was determined by differential leveling
 AY0983.and adjusted by the National Geodetic Survey in 1992..
 AY0983.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0983.rate of 0.0 thru 1.0 mm/km.
 AY0983
 AY0983.The geoid height was determined by GEOID03.
 AY0983
 AY0983.The dynamic height is computed by dividing the NAVD 88
 AY0983.geopotential number by the normal gravity value computed on the
 AY0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0983.degrees latitude (g = 980.6199 gals.).
 AY0983
 AY0983.The modeled gravity was interpolated from observed gravity values.
 AY0983
 AY0983;                    North         East    Units  Estimated Accuracy
 AY0983;SPC TXSC     - 4,194,970.      639,980.      MT  (+/- 180 meters Scaled)
 AY0983
 AY0983                          SUPERSEDED SURVEY CONTROL
 AY0983
 AY0983  NGVD 29 (??/??/92)  317.604  (m)         1042.01   (f) ADJ UNCH    1 2
 AY0983
 AY0983.Superseded values are not recommended for survey control.
 AY0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0983.See file dsdata.txt to determine how the superseded data were derived.
 AY0983
 AY0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT399736(NAD 83)
 AY0983_MARKER: DB = BENCH MARK DISK
 AY0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0983_STAMPING: V 82 1931
 AY0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0983+STABILITY: SURFACE MOTION
 AY0983
 AY0983  HISTORY     - Date     Condition        Report By
 AY0983  HISTORY     - 1931     MONUMENTED       CGS
 AY0983  HISTORY     - 1953     GOOD             NGS
 AY0983  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0983  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0983
 AY0983                          STATION DESCRIPTION
 AY0983
 AY0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0983'4.2 MI N FROM SAN ANTONIO.
 AY0983'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH
 AY0983'HUEBNER ROAD AT SAN ANTONIO, THENCE 0.6 MILE EAST ALONG BACON ROAD, AT
 AY0983'THE CROSSING OF THE TEXAS AND NEW ORLEANS RAILROAD, 34 FEET NORTH OF
 AY0983'THE CENTER LINE OF BACON ROAD, 45 FEET WEST OF THE WEST RAIL, 17 FEET
 AY0983'NORTHWEST OF A TELEPHONE POLE, 1.5 FEET EAST OF A FENCE, 1.5 FEET
 AY0983'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0983'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0983
 AY0983                          STATION RECOVERY (1967)
 AY0983
 AY0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0983'MARK NOT FOUND.
 AY0983
 AY0983                          STATION RECOVERY (1995)
 AY0983
 AY0983'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2206 ***********************************************************************
 AX2206  DESIGNATION -  V 821
 AX2206  PID         -  AX2206
 AX2206  STATE/COUNTY-  TX/CALDWELL
 AX2206  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2206
 AX2206                         *CURRENT SURVEY CONTROL
 AX2206  ___________________________________________________________________
 AX2206* NAD 83(1986)-  29 52 21.     (N)    097 40 07.     (W)     SCALED    
 AX2206* NAVD 88     -       162.97   (+/-2cm)     534.7    (feet)  VERTCON   
 AX2206  ___________________________________________________________________
 AX2206  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2206
 AX2206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2206
 AX2206.The horizontal coordinates were scaled from a topographic map and have
 AX2206.an estimated accuracy of +/- 6 seconds.
 AX2206
 AX2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2206.The vertical order pertains to the NGVD 29 superseded value.
 AX2206
 AX2206.The geoid height was determined by GEOID03.
 AX2206
 AX2206;                    North         East    Units  Estimated Accuracy
 AX2206;SPC TXSC     - 4,226,730.      728,610.      MT  (+/- 180 meters Scaled)
 AX2206
 AX2206                          SUPERSEDED SURVEY CONTROL
 AX2206
 AX2206  NGVD 29 (??/??/92)  162.894  (m)          534.43   (f) ADJ UNCH    2 0
 AX2206
 AX2206.Superseded values are not recommended for survey control.
 AX2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2206.See file dsdata.txt to determine how the superseded data were derived.
 AX2206
 AX2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU285054(NAD 83)
 AX2206_MARKER: DB = BENCH MARK DISK
 AX2206_SETTING: 80 = SET IN A BOULDER
 AX2206_SP_SET: BOULDER
 AX2206_STAMPING: V 821 1943
 AX2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2206+STABILITY: SURFACE MOTION
 AX2206
 AX2206  HISTORY     - Date     Condition        Report By
 AX2206  HISTORY     - 1943     MONUMENTED       CGS
 AX2206  HISTORY     - 1959     MARK NOT FOUND   DOD
 AX2206  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2206  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2206  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2206
 AX2206                          STATION DESCRIPTION
 AX2206
 AX2206'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2206'0.8 MI S FROM LOCKHART.
 AX2206'0.8 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT LOCKHART,
 AX2206'CALDWELL COUNTY, AT THE INTERSECTION OF THE ROAD LEADING TO LOCKHART
 AX2206'STATE PARK, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN LINE
 AX2206'WITH THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF THE EAST POST OF THE
 AX2206'PARK ENTRANCE SIGN, IN THE TOP OF A LARGE FLAT SANDSTONE BOULDER, AND
 AX2206'LEVEL WITH THE HIGHWAY.  NOTE-- THE BOULDER ON WHICH THE MARK WAS SET
 AX2206'HAS BEEN BLASTED AND ERODED.
 AX2206
 AX2206                          STATION RECOVERY (1988)
 AX2206
 AX2206'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2206'MARK NOT FOUND.
 AX2206
 AX2206                          STATION RECOVERY (1993)
 AX2206
 AX2206'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2206'MARK NOT FOUND.
 AX2206
 AX2206                          STATION RECOVERY (1999)
 AX2206
 AX2206'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1401 ***********************************************************************
 AX1401  DESIGNATION -  V 822 RESET 1955
 AX1401  PID         -  AX1401
 AX1401  STATE/COUNTY-  TX/FAYETTE
 AX1401  USGS QUAD   -  JEDDO (1981)
 AX1401
 AX1401                         *CURRENT SURVEY CONTROL
 AX1401  ___________________________________________________________________
 AX1401* NAD 83(1986)-  29 45 03.     (N)    097 15 39.     (W)     SCALED    
 AX1401* NAVD 88     -       116.76   (+/-2cm)     383.1    (feet)  VERTCON   
 AX1401  ___________________________________________________________________
 AX1401  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AX1401
 AX1401  VERT ORDER  -  THIRD (See Below)
 AX1401
 AX1401.The horizontal coordinates were scaled from a topographic map and have
 AX1401.an estimated accuracy of +/- 6 seconds.
 AX1401
 AX1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1401.The vertical order pertains to the NGVD 29 superseded value.
 AX1401
 AX1401.The geoid height was determined by GEOID03.
 AX1401
 AX1401;                    North         East    Units  Estimated Accuracy
 AX1401;SPC TXSC     - 4,213,760.      768,200.      MT  (+/- 180 meters Scaled)
 AX1401
 AX1401                          SUPERSEDED SURVEY CONTROL
 AX1401
 AX1401  NGVD 29 (??/??/??)  116.72   (m)          382.9    (f) RESET       3  
 AX1401
 AX1401.Superseded values are not recommended for survey control.
 AX1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1401.See file dsdata.txt to determine how the superseded data were derived.
 AX1401
 AX1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT681924(NAD 83)
 AX1401_MARKER: DB = BENCH MARK DISK
 AX1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1401_SP_SET: MONUMENT
 AX1401_STAMPING: V 822 RESET 1955
 AX1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1401
 AX1401  HISTORY     - Date     Condition        Report By
 AX1401  HISTORY     - 1955     MONUMENTED       CGS
 AX1401  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1401  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1401
 AX1401                          STATION DESCRIPTION
 AX1401
 AX1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AX1401'5.2 MI NE FROM WAELDER.
 AX1401'IN FAYETTE COUNTY, 5.2 MILES NORTH EAST OF WAELDER, GONZALES COUNTY,
 AX1401'TEXAS, ALONG THE FARM TO MARKET ROAD TO CISTERN, 18 YARDS NORTH OF THE
 AX1401'CENTERLINE OF THE ROAD AND 1 FOOT EAST OF THE WEST FENCE OF A FARM
 AX1401'LANE LEADING NORTH ABOUT 200 YARDS TO A BARN.  A STANDARD DISK STAMPED
 AX1401'V 822 RESET 1955 SET IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 AX1401'NOTE-- TO REACH FROM THE WATER TANK IN WAELDER.  GO NORTH ON THE MAIN
 AX1401'ROAD TOWARD CISTERN, 04.6 MILES.  THEN TURN RIGHT AND GO EAST 0.6 MILE
 AX1401'TO THE MARK ON THE LEFT.
 AX1401
 AX1401                          STATION RECOVERY (1991)
 AX1401
 AX1401'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1401'MARK NOT FOUND.
 AX1401
 AX1401                          STATION RECOVERY (1997)
 AX1401
 AX1401'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1446 ***********************************************************************
 AX1446  DESIGNATION -  V 823
 AX1446  PID         -  AX1446
 AX1446  STATE/COUNTY-  TX/FAYETTE
 AX1446  USGS QUAD   -  TOGO (1981)
 AX1446
 AX1446                         *CURRENT SURVEY CONTROL
 AX1446  ___________________________________________________________________
 AX1446* NAD 83(1986)-  29 53 47.     (N)    097 09 36.     (W)     SCALED    
 AX1446* NAVD 88     -       125.56   (+/-2cm)     411.9    (feet)  VERTCON   
 AX1446  ___________________________________________________________________
 AX1446  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX1446
 AX1446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1446
 AX1446.The horizontal coordinates were scaled from a topographic map and have
 AX1446.an estimated accuracy of +/- 6 seconds.
 AX1446
 AX1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1446.The vertical order pertains to the NGVD 29 superseded value.
 AX1446
 AX1446.The geoid height was determined by GEOID03.
 AX1446
 AX1446;                    North         East    Units  Estimated Accuracy
 AX1446;SPC TXSC     - 4,230,040.      777,700.      MT  (+/- 180 meters Scaled)
 AX1446
 AX1446                          SUPERSEDED SURVEY CONTROL
 AX1446
 AX1446  NGVD 29 (??/??/92)  125.515  (m)          411.79   (f) ADJ UNCH    2 0
 AX1446
 AX1446.Superseded values are not recommended for survey control.
 AX1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1446.See file dsdata.txt to determine how the superseded data were derived.
 AX1446
 AX1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU776087(NAD 83)
 AX1446_MARKER: DB = BENCH MARK DISK
 AX1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1446_STAMPING: V 823 1943
 AX1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1446+STABILITY: SURFACE MOTION
 AX1446
 AX1446  HISTORY     - Date     Condition        Report By
 AX1446  HISTORY     - 1943     MONUMENTED       CGS
 AX1446
 AX1446                          STATION DESCRIPTION
 AX1446
 AX1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1446'8 MI NE FROM CISTERN.
 AX1446'6.0 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION AT
 AX1446'CISTERN, FAYETTE COUNTY, THENCE 2.0 MILES EAST ALONG A GRADED DIRT
 AX1446'ROAD.  AT A RIGHT ANGLE TURN IN THE ROAD, 28 FEET EAST OF THE EXTENDED
 AX1446'CENTERLINE OF THE NORTH-AND-SOUTH-ROAD, 7 FEET SOUTH OF THE EXTENDED
 AX1446'CENTERLINE OF THE EAST-AND-WEST ROAD, 7 FEET SOUTH OF THE SOUTH END OF
 AX1446'A SMALL CHURCH, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET
 AX1446'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED V 823
 AX1446'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1446'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1457 ***********************************************************************
 AX1457  DESIGNATION -  V 824
 AX1457  PID         -  AX1457
 AX1457  STATE/COUNTY-  TX/FAYETTE
 AX1457  USGS QUAD   -  MULDOON (1981)
 AX1457
 AX1457                         *CURRENT SURVEY CONTROL
 AX1457  ___________________________________________________________________
 AX1457* NAD 83(1986)-  29 49 02.     (N)    097 04 45.     (W)     SCALED    
 AX1457* NAVD 88     -       101.28   (+/-2cm)     332.3    (feet)  VERTCON   
 AX1457  ___________________________________________________________________
 AX1457  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AX1457
 AX1457  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1457
 AX1457.The horizontal coordinates were scaled from a topographic map and have
 AX1457.an estimated accuracy of +/- 6 seconds.
 AX1457
 AX1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1457.The vertical order pertains to the NGVD 29 superseded value.
 AX1457
 AX1457.The geoid height was determined by GEOID03.
 AX1457
 AX1457;                    North         East    Units  Estimated Accuracy
 AX1457;SPC TXSC     - 4,221,390.      785,650.      MT  (+/- 180 meters Scaled)
 AX1457
 AX1457                          SUPERSEDED SURVEY CONTROL
 AX1457
 AX1457  NGVD 29 (??/??/92)  101.240  (m)          332.15   (f) ADJ UNCH    2 0
 AX1457
 AX1457.Superseded values are not recommended for survey control.
 AX1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1457.See file dsdata.txt to determine how the superseded data were derived.
 AX1457
 AX1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU856000(NAD 83)
 AX1457_MARKER: DB = BENCH MARK DISK
 AX1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1457_STAMPING: V 824 1943
 AX1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1457+STABILITY: SURFACE MOTION
 AX1457
 AX1457  HISTORY     - Date     Condition        Report By
 AX1457  HISTORY     - 1943     MONUMENTED       CGS
 AX1457  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1457
 AX1457                          STATION DESCRIPTION
 AX1457
 AX1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1457'0.5 MI NW FROM MULDOON.
 AX1457'0.5 MILE NORTHWEST ALONG A GRADED DIRT ROAD FROM THE GRADE SCHOOL AT
 AX1457'MULDOON, FAYETTE COUNTY, 0.1 MILE NORTHWEST OF A ROAD CURVE, 32 FEET
 AX1457'NORTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF THE
 AX1457'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 AX1457'ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED V 824
 AX1457'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1457'GROUND.
 AX1457
 AX1457                          STATION RECOVERY (1997)
 AX1457
 AX1457'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1361 ***********************************************************************
 AX1361  DESIGNATION -  V 825
 AX1361  PID         -  AX1361
 AX1361  STATE/COUNTY-  TX/FAYETTE
 AX1361  USGS QUAD   -  FLATONIA NW (1981)
 AX1361
 AX1361                         *CURRENT SURVEY CONTROL
 AX1361  ___________________________________________________________________
 AX1361* NAD 83(1986)-  29 40 48.     (N)    097 10 59.     (W)     SCALED    
 AX1361* NAVD 88     -       100.56   (+/-2cm)     329.9    (feet)  VERTCON   
 AX1361  ___________________________________________________________________
 AX1361  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AX1361
 AX1361  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1361
 AX1361.The horizontal coordinates were scaled from a topographic map and have
 AX1361.an estimated accuracy of +/- 6 seconds.
 AX1361
 AX1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1361.The vertical order pertains to the NGVD 29 superseded value.
 AX1361
 AX1361.The geoid height was determined by GEOID03.
 AX1361
 AX1361;                    North         East    Units  Estimated Accuracy
 AX1361;SPC TXSC     - 4,206,030.      775,840.      MT  (+/- 180 meters Scaled)
 AX1361
 AX1361                          SUPERSEDED SURVEY CONTROL
 AX1361
 AX1361  NGVD 29 (??/??/92)  100.518  (m)          329.78   (f) ADJ UNCH    2 0
 AX1361
 AX1361.Superseded values are not recommended for survey control.
 AX1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1361.See file dsdata.txt to determine how the superseded data were derived.
 AX1361
 AX1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT758847(NAD 83)
 AX1361_MARKER: DB = BENCH MARK DISK
 AX1361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1361_SP_SET: BRIDGE ABUTMENT
 AX1361_STAMPING: V 825 1943
 AX1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1361+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1361
 AX1361  HISTORY     - Date     Condition        Report By
 AX1361  HISTORY     - 1943     MONUMENTED       CGS
 AX1361  HISTORY     - 1987     GOOD             USPSQD
 AX1361  HISTORY     - 1988     GOOD             USPSQD
 AX1361  HISTORY     - 19970607 GOOD             USPSQD
 AX1361  HISTORY     - 20050318 GOOD             USPSQD
 AX1361
 AX1361                          STATION DESCRIPTION
 AX1361
 AX1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1361'4 MI W FROM FLATONIA.
 AX1361'4.0 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC CO.
 AX1361'RAILROAD STATION AT FLATONIA, FAYETTE COUNTY, AT A CONCRETE BRIDGE, IN
 AX1361'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, 18 FEET SOUTH OF THE
 AX1361'CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE SOUTH GUARDRAIL, AND
 AX1361'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V 825
 AX1361'1943.
 AX1361
 AX1361                          STATION RECOVERY (1987)
 AX1361
 AX1361'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1361'RECOVERED IN GOOD CONDITION.
 AX1361
 AX1361                          STATION RECOVERY (1988)
 AX1361
 AX1361'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1361'RECOVERED IN GOOD CONDITION.
 AX1361
 AX1361                          STATION RECOVERY (1997)
 AX1361
 AX1361'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1361'RECOVERED IN GOOD CONDITION.
 AX1361
 AX1361                          STATION RECOVERY (2005)
 AX1361
 AX1361'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2314 ***********************************************************************
 AB2314  DESIGNATION -  V 826 RESET
 AB2314  PID         -  AB2314
 AB2314  STATE/COUNTY-  TX/LAVACA
 AB2314  USGS QUAD   -  SHINER (1987)
 AB2314
 AB2314                         *CURRENT SURVEY CONTROL
 AB2314  ___________________________________________________________________
 AB2314* NAD 83(1986)-  29 27 00.     (N)    097 12 59.     (W)     SCALED    
 AB2314* NAVD 88     -       125.02   (+/-2cm)     410.2    (feet)  VERTCON   
 AB2314  ___________________________________________________________________
 AB2314  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AB2314
 AB2314  VERT ORDER  -  THIRD (See Below)
 AB2314
 AB2314.The horizontal coordinates were scaled from a topographic map and have
 AB2314.an estimated accuracy of +/- 6 seconds.
 AB2314
 AB2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2314.The vertical order pertains to the NGVD 29 superseded value.
 AB2314
 AB2314.The geoid height was determined by GEOID03.
 AB2314
 AB2314;                    North         East    Units  Estimated Accuracy
 AB2314;SPC TXSC     - 4,180,490.      773,010.      MT  (+/- 180 meters Scaled)
 AB2314
 AB2314                          SUPERSEDED SURVEY CONTROL
 AB2314
 AB2314  NGVD 29 (01/29/03)  124.99   (m)          410.1    (f) RESET       3  
 AB2314
 AB2314.Superseded values are not recommended for survey control.
 AB2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2314.See file dsdata.txt to determine how the superseded data were derived.
 AB2314
 AB2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT729591(NAD 83)
 AB2314_MARKER: DV = VERTICAL CONTROL DISK
 AB2314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB2314_SP_SET: BRIDGE ABUTMENT
 AB2314_STAMPING: V 826 RESET 1994
 AB2314_MARK LOGO: NGS   
 AB2314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2314
 AB2314  HISTORY     - Date     Condition        Report By
 AB2314  HISTORY     - 1994     MONUMENTED       TXDOT
 AB2314  HISTORY     - 19970607 GOOD             USPSQD
 AB2314
 AB2314                          STATION DESCRIPTION
 AB2314
 AB2314'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1994 (RP)
 AB2314'3.0 MILES (4.8 KM) WEST ALONG US 90A FROM THE CITY HALL IN SHINER. IN
 AB2314'THE NORTH END OF THE WEST CONCRETE BRIDGE ABUTMENT, 20.0 FT (6.1 M)
 AB2314'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT (0.3 M) NORTH OF THE
 AB2314'NORTH GUARDRAIL, AND TWO FEET BELOW THE SURFACE OF THE HIGHWAY.
 AB2314
 AB2314                          STATION RECOVERY (1997)
 AB2314
 AB2314'RECOVERY NOTE BY US POWER SQUADRON 1997
 AB2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1523 ***********************************************************************
 AX1523  DESIGNATION -  V 827
 AX1523  PID         -  AX1523
 AX1523  STATE/COUNTY-  TX/GONZALES
 AX1523  USGS QUAD   -  DILWORTH (1981)
 AX1523
 AX1523                         *CURRENT SURVEY CONTROL
 AX1523  ___________________________________________________________________
 AX1523* NAD 83(1986)-  29 33 53.     (N)    097 18 25.     (W)     SCALED    
 AX1523* NAVD 88     -        91.81   (+/-2cm)     301.2    (feet)  VERTCON   
 AX1523  ___________________________________________________________________
 AX1523  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AX1523
 AX1523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1523
 AX1523.The horizontal coordinates were scaled from a topographic map and have
 AX1523.an estimated accuracy of +/- 6 seconds.
 AX1523
 AX1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1523.The vertical order pertains to the NGVD 29 superseded value.
 AX1523
 AX1523.The geoid height was determined by GEOID03.
 AX1523
 AX1523;                    North         East    Units  Estimated Accuracy
 AX1523;SPC TXSC     - 4,193,070.      764,040.      MT  (+/- 180 meters Scaled)
 AX1523
 AX1523                          SUPERSEDED SURVEY CONTROL
 AX1523
 AX1523  NGVD 29 (??/??/92)   91.782  (m)          301.12   (f) ADJ UNCH    2 0
 AX1523
 AX1523.Superseded values are not recommended for survey control.
 AX1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1523.See file dsdata.txt to determine how the superseded data were derived.
 AX1523
 AX1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT640717(NAD 83)
 AX1523_MARKER: DB = BENCH MARK DISK
 AX1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1523_STAMPING: V 827 1943
 AX1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1523+STABILITY: SURFACE MOTION
 AX1523
 AX1523  HISTORY     - Date     Condition        Report By
 AX1523  HISTORY     - 1943     MONUMENTED       CGS
 AX1523
 AX1523                          STATION DESCRIPTION
 AX1523
 AX1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1523'10.7 MI S FROM WAELDER.
 AX1523'6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE SOUTHERN PACIFIC CO
 AX1523'RAILROAD STATION AT WAELDER, GONZALES COUNTY, THENCE 3.9 MILES
 AX1523'SOUTHEAST ALONG A GRADED DIRT ROAD.  0.9 MILE NORTH OF THE
 AX1523'INTERSECTION OF THE MOULTON-GONZALES ROAD, AT A DIVISION FENCE CORNER,
 AX1523'54 FEET NORTH OF THE FENCE CORNER, 20 FEET EAST OF THE CENTERLINE OF
 AX1523'THE ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A
 AX1523'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AX1523'STAMPED V 827 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1523'0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0241 ***********************************************************************
 AY0241  DESIGNATION -  V 828
 AY0241  PID         -  AY0241
 AY0241  STATE/COUNTY-  TX/WILSON
 AY0241  USGS QUAD   -  POTH (1961)
 AY0241
 AY0241                         *CURRENT SURVEY CONTROL
 AY0241  ___________________________________________________________________
 AY0241* NAD 83(1986)-  29 05 26.     (N)    098 05 50.     (W)     SCALED    
 AY0241* NAVD 88     -       142.274  (meters)     466.78   (feet)  ADJUSTED  
 AY0241  ___________________________________________________________________
 AY0241  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AY0241  DYNAMIC HT  -         142.072 (meters)     466.11  (feet)  COMP
 AY0241  MODELED GRAV-     979,219.7   (mgal)                       NAVD 88
 AY0241
 AY0241  VERT ORDER  -  FIRST     CLASS II
 AY0241
 AY0241.The horizontal coordinates were scaled from a topographic map and have
 AY0241.an estimated accuracy of +/- 6 seconds.
 AY0241
 AY0241.The orthometric height was determined by differential leveling
 AY0241.and adjusted by the National Geodetic Survey in June 1991..
 AY0241.WARNING-Repeat measurements at this control monument indicate possible
 AY0241.vertical movement.
 AY0241
 AY0241.The geoid height was determined by GEOID03.
 AY0241
 AY0241.The dynamic height is computed by dividing the NAVD 88
 AY0241.geopotential number by the normal gravity value computed on the
 AY0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0241.degrees latitude (g = 980.6199 gals.).
 AY0241
 AY0241.The modeled gravity was interpolated from observed gravity values.
 AY0241
 AY0241;                    North         East    Units  Estimated Accuracy
 AY0241;SPC TXSC     - 4,139,670.      687,880.      MT  (+/- 180 meters Scaled)
 AY0241
 AY0241                          SUPERSEDED SURVEY CONTROL
 AY0241
 AY0241.No superseded survey control is available for this station.
 AY0241
 AY0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT878183(NAD 83)
 AY0241_MARKER: DB = BENCH MARK DISK
 AY0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0241_STAMPING: V 828 1943
 AY0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0241+STABILITY: SURFACE MOTION
 AY0241
 AY0241  HISTORY     - Date     Condition        Report By
 AY0241  HISTORY     - 1943     MONUMENTED       CGS
 AY0241  HISTORY     - 1981     GOOD             NGS
 AY0241  HISTORY     - 19951021 GOOD             USPSQD
 AY0241  HISTORY     - 20050521 GOOD             USPSQD
 AY0241
 AY0241                          STATION DESCRIPTION
 AY0241
 AY0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0241'1.6 MI NW FROM POTH.
 AY0241'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0241'STATION AT POTH-- PROCEED 1.6 MILES NORTHWESTERLY ALONG THE RAILROAD
 AY0241'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 400.0 FEET NORTHWEST OF A
 AY0241'FARM ROAD CROSSING, AND ABOUT 65.0 FEET SOUTHWEST OF THE CENTERLINE OF
 AY0241'U. S. HIGHWAY NO.181.  IT IS 39.0 FEET NORTHEAST OF AND ABOUT 6.0 FEET
 AY0241'ABOVE THE CENTERLINE OF TRACK, 6.7 FEET SOUTHEAST OF MILEPOST 35, AND
 AY0241'3.4 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AY0241'0.4 FOOT.
 AY0241
 AY0241                          STATION RECOVERY (1981)
 AY0241
 AY0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0241'RECOVERED IN GOOD CONDITION.
 AY0241
 AY0241                          STATION RECOVERY (1995)
 AY0241
 AY0241'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0241'RECOVERED IN GOOD CONDITION.
 AY0241
 AY0241                          STATION RECOVERY (2005)
 AY0241
 AY0241'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0477 ***********************************************************************
 AY0477  DESIGNATION -  V 829
 AY0477  PID         -  AY0477
 AY0477  STATE/COUNTY-  TX/WILSON
 AY0477  USGS QUAD   -  POTH (1961)
 AY0477
 AY0477                         *CURRENT SURVEY CONTROL
 AY0477  ___________________________________________________________________
 AY0477* NAD 83(1986)-  29 03 33.     (N)    098 00 52.     (W)     SCALED    
 AY0477* NAVD 88     -       127.13   (+/-2cm)     417.1    (feet)  VERTCON   
 AY0477  ___________________________________________________________________
 AY0477  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AY0477
 AY0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0477
 AY0477.The horizontal coordinates were scaled from a topographic map and have
 AY0477.an estimated accuracy of +/- 6 seconds.
 AY0477
 AY0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0477.The vertical order pertains to the NGVD 29 superseded value.
 AY0477
 AY0477.The geoid height was determined by GEOID03.
 AY0477
 AY0477;                    North         East    Units  Estimated Accuracy
 AY0477;SPC TXSC     - 4,136,260.      695,960.      MT  (+/- 180 meters Scaled)
 AY0477
 AY0477                          SUPERSEDED SURVEY CONTROL
 AY0477
 AY0477  NGVD 29 (??/??/92)  127.072  (m)          416.90   (f) ADJ UNCH    2 0
 AY0477
 AY0477.Superseded values are not recommended for survey control.
 AY0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0477.See file dsdata.txt to determine how the superseded data were derived.
 AY0477
 AY0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT959149(NAD 83)
 AY0477_MARKER: DB = BENCH MARK DISK
 AY0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0477_STAMPING: V 829 1943
 AY0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0477+STABILITY: SURFACE MOTION
 AY0477
 AY0477  HISTORY     - Date     Condition        Report By
 AY0477  HISTORY     - 1943     MONUMENTED       CGS
 AY0477  HISTORY     - 19951028 GOOD             USPSQD
 AY0477
 AY0477                          STATION DESCRIPTION
 AY0477
 AY0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0477'5.9 MI SW FROM KOSCIUSKO.
 AY0477'TO REACH FROM THE SCHOOL HOUSE AT KOSCIUSKO-- PROCEED 5.15 MILES
 AY0477'SOUTHWESTERLY ALONG A GRAVEL ROAD TO A T-ROAD INTERSECTION, THENCE
 AY0477'0.75 MILE SOUTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AY0477'0.4 MILE NORTHWEST OF A SIDE ROAD INTERSECTION LEADING SOUTHWEST, AND
 AY0477'30.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AY0477'OF ROAD.  IT IS 24.0 FEET SOUTHEAST OF A FENCE CORNER, 18.0 FEET
 AY0477'SOUTHEAST OF THE CENTERLINE OF A WOODEN GATE AND A FARM ROAD LEADING
 AY0477'SOUTHWEST, 1.2 FEET SOUTHWEST WEST OF THE RIGHT-OF-WAY FENCE, AND 3.3
 AY0477'FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AY0477'0.2 FOOT.
 AY0477
 AY0477                          STATION RECOVERY (1995)
 AY0477
 AY0477'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0077 ***********************************************************************
 CA0077  DESIGNATION -  V 83
 CA0077  PID         -  CA0077
 CA0077  STATE/COUNTY-  TX/LAMPASAS
 CA0077  USGS QUAD   -  KEMPNER (1954)
 CA0077
 CA0077                         *CURRENT SURVEY CONTROL
 CA0077  ___________________________________________________________________
 CA0077* NAD 83(1986)-  31 04 48.     (N)    098 04 15.     (W)     SCALED    
 CA0077* NAVD 88     -       281.878  (meters)     924.79   (feet)  ADJUSTED  
 CA0077  ___________________________________________________________________
 CA0077  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CA0077  DYNAMIC HT  -         281.503 (meters)     923.56  (feet)  COMP
 CA0077  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 CA0077
 CA0077  VERT ORDER  -  FIRST     CLASS II
 CA0077
 CA0077.The horizontal coordinates were scaled from a topographic map and have
 CA0077.an estimated accuracy of +/- 6 seconds.
 CA0077
 CA0077.The orthometric height was determined by differential leveling
 CA0077.and adjusted by the National Geodetic Survey in June 1991..
 CA0077
 CA0077.The geoid height was determined by GEOID03.
 CA0077
 CA0077.The dynamic height is computed by dividing the NAVD 88
 CA0077.geopotential number by the normal gravity value computed on the
 CA0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0077.degrees latitude (g = 980.6199 gals.).
 CA0077
 CA0077.The modeled gravity was interpolated from observed gravity values.
 CA0077
 CA0077;                    North         East    Units  Estimated Accuracy
 CA0077;SPC TX C     - 3,158,870.      915,860.      MT  (+/- 180 meters Scaled)
 CA0077
 CA0077                          SUPERSEDED SURVEY CONTROL
 CA0077
 CA0077  NGVD 29 (??/??/92)  281.786  (m)          924.49   (f) ADJ UNCH    1 2
 CA0077
 CA0077.Superseded values are not recommended for survey control.
 CA0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0077.See file dsdata.txt to determine how the superseded data were derived.
 CA0077
 CA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV886388(NAD 83)
 CA0077_MARKER: DB = BENCH MARK DISK
 CA0077_SETTING: 66 = SET IN ROCK OUTCROP
 CA0077_SP_SET: ROCK LEDGE
 CA0077_STAMPING: 924.581 V 83 1932
 CA0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0077+STABILITY: POSITION/ELEVATION WELL
 CA0077
 CA0077  HISTORY     - Date     Condition        Report By
 CA0077  HISTORY     - 1932     MONUMENTED       CGS
 CA0077  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0077
 CA0077                          STATION DESCRIPTION
 CA0077
 CA0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CA0077'7.5 MI E FROM LAMPASAS.
 CA0077'7.5 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0077'STATION AT LAMPASAS, LAMPASAS COUNTY, 0.5 MILE EAST OF THE STATION
 CA0077'SIGN AT SHORTALL, 19 RAILS EAST OF BLOCK SIGNAL 2671, 13 POLES EAST OF
 CA0077'MILEPOST 268, 11 RAILS EAST OF BRIDGE 267 B, 10 FEET SOUTH OF THE
 CA0077'TRACK, AND IN A ROCK LEDGE.
 CA0077
 CA0077                          STATION RECOVERY (1983)
 CA0077
 CA0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1563 ***********************************************************************
 AX1563  DESIGNATION -  V 830
 AX1563  PID         -  AX1563
 AX1563  STATE/COUNTY-  TX/CALDWELL
 AX1563  USGS QUAD   -  DELHI (1981)
 AX1563
 AX1563                         *CURRENT SURVEY CONTROL
 AX1563  ___________________________________________________________________
 AX1563* NAD 83(1986)-  29 48 05.     (N)    097 24 19.     (W)     SCALED    
 AX1563* NAVD 88     -       149.79   (+/-2cm)     491.4    (feet)  VERTCON   
 AX1563  ___________________________________________________________________
 AX1563  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX1563
 AX1563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1563
 AX1563.The horizontal coordinates were scaled from a topographic map and have
 AX1563.an estimated accuracy of +/- 6 seconds.
 AX1563
 AX1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1563.The vertical order pertains to the NGVD 29 superseded value.
 AX1563
 AX1563.The geoid height was determined by GEOID03.
 AX1563
 AX1563;                    North         East    Units  Estimated Accuracy
 AX1563;SPC TXSC     - 4,219,170.      754,150.      MT  (+/- 180 meters Scaled)
 AX1563
 AX1563                          SUPERSEDED SURVEY CONTROL
 AX1563
 AX1563  NGVD 29 (??/??/92)  149.729  (m)          491.24   (f) ADJ UNCH    2 0
 AX1563
 AX1563.Superseded values are not recommended for survey control.
 AX1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1563.See file dsdata.txt to determine how the superseded data were derived.
 AX1563
 AX1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT541978(NAD 83)
 AX1563_MARKER: DB = BENCH MARK DISK
 AX1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1563_STAMPING: W 830 1943
 AX1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1563+STABILITY: SURFACE MOTION
 AX1563
 AX1563  HISTORY     - Date     Condition        Report By
 AX1563  HISTORY     - 1943     MONUMENTED       CGS
 AX1563  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1563  HISTORY     - 20060429 POOR             USPSQD
 AX1563
 AX1563                          STATION DESCRIPTION
 AX1563
 AX1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1563'2 MI S FROM DELHI.
 AX1563'2.0 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ROAD INTERSECTION AT
 AX1563'DELHI, CALDWELL COUNTY, AT A RIGHT-ANGLE TURN IN THE ROAD, 19 FEET
 AX1563'NORTH OF THE EXTENDED CENTERLINE OF THE EAST-AND-WEST ROAD, 12 FEET
 AX1563'WEST OF THE EXTENDED CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 5 FEET
 AX1563'EAST OF THE CORNER OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF THE
 AX1563'RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST. A
 AX1563'STANDARD DISK, STAMPED V 830 1943 AND SET IN THE TOP OF A CONCRETE
 AX1563'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1563
 AX1563                          STATION RECOVERY (1999)
 AX1563
 AX1563'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1563'MARK NOT FOUND.
 AX1563
 AX1563                          STATION RECOVERY (2006)
 AX1563
 AX1563'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AX1563'CONCRETE BASE LEANING SLIGHTLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2391 ***********************************************************************
 AX2391  DESIGNATION -  V 833
 AX2391  PID         -  AX2391
 AX2391  STATE/COUNTY-  TX/GUADALUPE
 AX2391  USGS QUAD   -  DARST CREEK (1964)
 AX2391
 AX2391                         *CURRENT SURVEY CONTROL
 AX2391  ___________________________________________________________________
 AX2391* NAD 83(1986)-  29 34 05.     (N)    097 52 18.     (W)     SCALED    
 AX2391* NAVD 88     -       147.41   (+/-2cm)     483.6    (feet)  VERTCON   
 AX2391  ___________________________________________________________________
 AX2391  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2391
 AX2391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2391
 AX2391.The horizontal coordinates were scaled from a topographic map and have
 AX2391.an estimated accuracy of +/- 6 seconds.
 AX2391
 AX2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2391.The vertical order pertains to the NGVD 29 superseded value.
 AX2391
 AX2391.The geoid height was determined by GEOID03.
 AX2391
 AX2391;                    North         East    Units  Estimated Accuracy
 AX2391;SPC TXSC     - 4,192,780.      709,320.      MT  (+/- 180 meters Scaled)
 AX2391
 AX2391                          SUPERSEDED SURVEY CONTROL
 AX2391
 AX2391  NGVD 29 (??/??/92)  147.342  (m)          483.40   (f) ADJ UNCH    2 0
 AX2391
 AX2391.Superseded values are not recommended for survey control.
 AX2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2391.See file dsdata.txt to determine how the superseded data were derived.
 AX2391
 AX2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT092714(NAD 83)
 AX2391_MARKER: DB = BENCH MARK DISK
 AX2391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2391_SP_SET: CULVERT
 AX2391_STAMPING: V 833 1943
 AX2391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2391
 AX2391  HISTORY     - Date     Condition        Report By
 AX2391  HISTORY     - 1943     MONUMENTED       CGS
 AX2391  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2391  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2391  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2391
 AX2391                          STATION DESCRIPTION
 AX2391
 AX2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2391'5.9 MI E FROM SEGUIN.
 AX2391'TO REACH FROM THE COURT HOUSE AT SEGUIN-- PROCEED 5.9 MILES EASTERLY
 AX2391'ALONG STATE HIGHWAY NO. 3 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX2391'0.1 MILE WEST OF A SERVICE STATION, AND ABOUT 75.0 FEET EAST OF THE
 AX2391'CENTERLINE OF A DIRT ROAD INTERSECTION LEADING SOUTH.  IT IS 14.0 FEET
 AX2391'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY,
 AX2391'AND SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A
 AX2391'CONCRETE CULVERT.
 AX2391
 AX2391                          STATION RECOVERY (1993)
 AX2391
 AX2391'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2391'MARK NOT FOUND.
 AX2391
 AX2391                          STATION RECOVERY (1999)
 AX2391
 AX2391'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2391'MARK NOT FOUND.
 AX2391
 AX2391                          STATION RECOVERY (2003)
 AX2391
 AX2391'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2392 ***********************************************************************
 AX2392  DESIGNATION -  V 833 RESET 1952
 AX2392  PID         -  AX2392
 AX2392  STATE/COUNTY-  TX/GUADALUPE
 AX2392  USGS QUAD   -  DARST CREEK (1964)
 AX2392
 AX2392                         *CURRENT SURVEY CONTROL
 AX2392  ___________________________________________________________________
 AX2392* NAD 83(1986)-  29 34 05.     (N)    097 52 18.     (W)     SCALED    
 AX2392* NAVD 88     -       148.16   (+/-2cm)     486.1    (feet)  VERTCON   
 AX2392  ___________________________________________________________________
 AX2392  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2392
 AX2392  VERT ORDER  -  THIRD (See Below)
 AX2392
 AX2392.The horizontal coordinates were scaled from a topographic map and have
 AX2392.an estimated accuracy of +/- 6 seconds.
 AX2392
 AX2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2392.The vertical order pertains to the NGVD 29 superseded value.
 AX2392
 AX2392.The geoid height was determined by GEOID03.
 AX2392
 AX2392;                    North         East    Units  Estimated Accuracy
 AX2392;SPC TXSC     - 4,192,780.      709,320.      MT  (+/- 180 meters Scaled)
 AX2392
 AX2392                          SUPERSEDED SURVEY CONTROL
 AX2392
 AX2392  NGVD 29 (??/??/??)  148.09   (m)          485.9    (f) RESET       3  
 AX2392
 AX2392.Superseded values are not recommended for survey control.
 AX2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2392.See file dsdata.txt to determine how the superseded data were derived.
 AX2392
 AX2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT092714(NAD 83)
 AX2392_MARKER: DB = BENCH MARK DISK
 AX2392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2392_SP_SET: CULVERT
 AX2392_STAMPING: V 833 1952
 AX2392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2392
 AX2392  HISTORY     - Date     Condition        Report By
 AX2392  HISTORY     - 1952     MONUMENTED       CGS
 AX2392  HISTORY     - 1958     GOOD             DOD
 AX2392  HISTORY     - 19930808 GOOD             USPSQD
 AX2392  HISTORY     - 19990925 GOOD             USPSQD
 AX2392  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2392
 AX2392                          STATION DESCRIPTION
 AX2392
 AX2392'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2392'4.9 MI W FROM SEGUIN.
 AX2392'4.9 MI. E. ALONG STATE HIGHWAY 90 A FROM THE JUNCTION OF
 AX2392'FARM-TO-MARKET HIGHWAY 466 AT THE E. LIMITS OF SEGUIN, GUADALUPE
 AX2392'COUNTY, AT A 10 BY 8 FOOT CONCRETE CULVERT AT SURVEY STATION 263+76,
 AX2392'IN THE W. END OF THE N. HEADWALL, 20 FEET N. OF THE CENTERLINE OF THE
 AX2392'HIGHWAY AND ABOUT 0.7 FEET LOWER THAN THE HIGHWAY, 135 FEET WNW OF THE
 AX2392'INTERSECTING CENTERLINES OF THIS E-W HIGHWAY AND FARM ROAD TO THE
 AX2392'SOUTH AND 1.5 FEET LOWER 65 FEET N.E. OF THE S. EDGE OF E-W HIGHWAY
 AX2392'AND ROAD TO S.S.E. AND 0.2 FEET LOWER, 105 FEET S.E. OF THE S.E. EDGE
 AX2392'OF A LARGE LONE TREE AND 4.4 FEET HIGHER.
 AX2392
 AX2392                          STATION RECOVERY (1993)
 AX2392
 AX2392'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2392'RECOVERED IN GOOD CONDITION.
 AX2392
 AX2392                          STATION RECOVERY (1999)
 AX2392
 AX2392'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2392'RECOVERED IN GOOD CONDITION.
 AX2392
 AX2392                          STATION RECOVERY (2003)
 AX2392
 AX2392'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2069 ***********************************************************************
 AX2069  DESIGNATION -  V 835
 AX2069  PID         -  AX2069
 AX2069  STATE/COUNTY-  TX/GONZALES
 AX2069  USGS QUAD   -  LEESVILLE (1987)
 AX2069
 AX2069                         *CURRENT SURVEY CONTROL
 AX2069  ___________________________________________________________________
 AX2069* NAD 83(1986)-  29 29 59.     (N)    097 42 14.     (W)     SCALED    
 AX2069* NAVD 88     -       133.98   (+/-2cm)     439.6    (feet)  VERTCON   
 AX2069  ___________________________________________________________________
 AX2069  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2069
 AX2069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2069
 AX2069.The horizontal coordinates were scaled from a topographic map and have
 AX2069.an estimated accuracy of +/- 6 seconds.
 AX2069
 AX2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2069.The vertical order pertains to the NGVD 29 superseded value.
 AX2069
 AX2069.The geoid height was determined by GEOID03.
 AX2069
 AX2069;                    North         East    Units  Estimated Accuracy
 AX2069;SPC TXSC     - 4,185,380.      725,660.      MT  (+/- 180 meters Scaled)
 AX2069
 AX2069                          SUPERSEDED SURVEY CONTROL
 AX2069
 AX2069  NGVD 29 (??/??/92)  133.930  (m)          439.40   (f) ADJ UNCH    2 0
 AX2069
 AX2069.Superseded values are not recommended for survey control.
 AX2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2069.See file dsdata.txt to determine how the superseded data were derived.
 AX2069
 AX2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT256640(NAD 83)
 AX2069_MARKER: DB = BENCH MARK DISK
 AX2069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2069_SP_SET: CULVERT
 AX2069_STAMPING: V 835 1943
 AX2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2069
 AX2069  HISTORY     - Date     Condition        Report By
 AX2069  HISTORY     - 1943     MONUMENTED       CGS
 AX2069  HISTORY     - 20040815 GOOD             USPSQD
 AX2069
 AX2069                          STATION DESCRIPTION
 AX2069
 AX2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2069'2.75 MI S FROM BELMONT.
 AX2069'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 80 AND NO. 3 AT
 AX2069'BELMONT, PROCEED 2.75 MI. S. ALONG STATE HIGHWAY NO. 80 TO SITE OF BM.
 AX2069'BENCH MARK IS ABOUT 0.1 MI. N. OF A CROSS ROAD INTERSECTION, AND 19
 AX2069'FEET E. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.
 AX2069'IT IS SET HORIZONTALLY IN THE N. END OF THE E. HEADWALL OF A CONCRETE
 AX2069'CULVERT.
 AX2069
 AX2069                          STATION RECOVERY (2004)
 AX2069
 AX2069'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2029 ***********************************************************************
 AX2029  DESIGNATION -  V 836
 AX2029  PID         -  AX2029
 AX2029  STATE/COUNTY-  TX/GONZALES
 AX2029  USGS QUAD   -  COST (1987)
 AX2029
 AX2029                         *CURRENT SURVEY CONTROL
 AX2029  ___________________________________________________________________
 AX2029* NAD 83(1986)-  29 22 51.     (N)    097 34 44.     (W)     SCALED    
 AX2029* NAVD 88     -        93.19   (+/-2cm)     305.7    (feet)  VERTCON   
 AX2029  ___________________________________________________________________
 AX2029  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AX2029
 AX2029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2029
 AX2029.The horizontal coordinates were scaled from a topographic map and have
 AX2029.an estimated accuracy of +/- 6 seconds.
 AX2029
 AX2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2029.The vertical order pertains to the NGVD 29 superseded value.
 AX2029
 AX2029.The geoid height was determined by GEOID03.
 AX2029
 AX2029;                    North         East    Units  Estimated Accuracy
 AX2029;SPC TXSC     - 4,172,340.      737,940.      MT  (+/- 180 meters Scaled)
 AX2029
 AX2029                          SUPERSEDED SURVEY CONTROL
 AX2029
 AX2029  NGVD 29 (??/??/92)   93.154  (m)          305.62   (f) ADJ UNCH    2 0
 AX2029
 AX2029.Superseded values are not recommended for survey control.
 AX2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2029.See file dsdata.txt to determine how the superseded data were derived.
 AX2029
 AX2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT379510(NAD 83)
 AX2029_MARKER: DB = BENCH MARK DISK
 AX2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2029_STAMPING: V 836 1943
 AX2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2029+STABILITY: SURFACE MOTION
 AX2029
 AX2029  HISTORY     - Date     Condition        Report By
 AX2029  HISTORY     - 1943     MONUMENTED       CGS
 AX2029  HISTORY     - 1958     GOOD             USGS
 AX2029
 AX2029                          STATION DESCRIPTION
 AX2029
 AX2029'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AX2029'1.0 MI W FROM WRIGHTSBORO.
 AX2029'WRIGHTSBORO, 1.0 MI. N.W. ALONG A GRADED ROAD FROM THE P.O. ABOUT 1400
 AX2029'FEET N.W. OF A CURVE IN THE ROAD.  76 FEET W. OF A BRIDGE.  66 FEET
 AX2029'N.W. AND 22 FEET S.W. OF THE BRIDGE.  4 FEET S.W. OF THE RIGHT OF WAY
 AX2029'FENCE.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2055 ***********************************************************************
 AX2055  DESIGNATION -  V 837
 AX2055  PID         -  AX2055
 AX2055  STATE/COUNTY-  TX/GUADALUPE
 AX2055  USGS QUAD   -  DEWVILLE (1987)
 AX2055
 AX2055                         *CURRENT SURVEY CONTROL
 AX2055  ___________________________________________________________________
 AX2055* NAD 83(1986)-  29 26 59.     (N)    097 50 40.     (W)     SCALED    
 AX2055* NAVD 88     -       178.16   (+/-2cm)     584.5    (feet)  VERTCON   
 AX2055  ___________________________________________________________________
 AX2055  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX2055
 AX2055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2055
 AX2055.The horizontal coordinates were scaled from a topographic map and have
 AX2055.an estimated accuracy of +/- 6 seconds.
 AX2055
 AX2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2055.The vertical order pertains to the NGVD 29 superseded value.
 AX2055
 AX2055.The geoid height was determined by GEOID03.
 AX2055
 AX2055;                    North         East    Units  Estimated Accuracy
 AX2055;SPC TXSC     - 4,179,690.      712,090.      MT  (+/- 180 meters Scaled)
 AX2055
 AX2055                          SUPERSEDED SURVEY CONTROL
 AX2055
 AX2055  NGVD 29 (??/??/92)  178.088  (m)          584.28   (f) ADJ UNCH    2 0
 AX2055
 AX2055.Superseded values are not recommended for survey control.
 AX2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2055.See file dsdata.txt to determine how the superseded data were derived.
 AX2055
 AX2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT120583(NAD 83)
 AX2055_MARKER: DB = BENCH MARK DISK
 AX2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2055_STAMPING: V 837 1943
 AX2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2055+STABILITY: SURFACE MOTION
 AX2055
 AX2055  HISTORY     - Date     Condition        Report By
 AX2055  HISTORY     - 1943     MONUMENTED       CGS
 AX2055  HISTORY     - 1961     GOOD             USGS
 AX2055  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2055  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2055
 AX2055                          STATION DESCRIPTION
 AX2055
 AX2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2055'11.55 MI W FROM LEESVILLE.
 AX2055'TO REACH FROM THE POST OFFICE AT LEESVILLE-- PROCEED 5.5 MILES
 AX2055'SOUTHWESTERLY ALONG THE LEESVILLE-DEWVILLE ROAD TO A TRACK ROAD
 AX2055'INTERSECTION LEADING NORTHWEST, THENCE 6.05 MILES NORTHWESTERLY TO
 AX2055'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE NORTH OF A GATE
 AX2055'ACROSS THE ROAD, AND ABOUT 120.0 FEET EAST OF THE CENTERLINE OF ROAD.
 AX2055'IT IS 23.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX2055'OF AN ABANDONED TRACK ROAD, 1.2 FEET WEST OF THE RIGHT-OF-WAY FENCE
 AX2055'AND 4.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AX2055'0.6 FOOT.
 AX2055
 AX2055                          STATION RECOVERY (1961)
 AX2055
 AX2055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX2055'RECOVERED IN GOOD CONDITION.
 AX2055
 AX2055                          STATION RECOVERY (1999)
 AX2055
 AX2055'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2055'MARK NOT FOUND.
 AX2055
 AX2055                          STATION RECOVERY (2003)
 AX2055
 AX2055'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2056 ***********************************************************************
 AX2056  DESIGNATION -  V 837 RESET 1963
 AX2056  PID         -  AX2056
 AX2056  STATE/COUNTY-  TX/GUADALUPE
 AX2056  USGS QUAD   -  DEWVILLE (1987)
 AX2056
 AX2056                         *CURRENT SURVEY CONTROL
 AX2056  ___________________________________________________________________
 AX2056* NAD 83(1986)-  29 27 00.     (N)    097 50 41.     (W)     SCALED    
 AX2056* NAVD 88     -       177.21   (+/-2cm)     581.4    (feet)  VERTCON   
 AX2056  ___________________________________________________________________
 AX2056  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX2056
 AX2056  VERT ORDER  -  THIRD (See Below)
 AX2056
 AX2056.The horizontal coordinates were scaled from a topographic map and have
 AX2056.an estimated accuracy of +/- 6 seconds.
 AX2056
 AX2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2056.The vertical order pertains to the NGVD 29 superseded value.
 AX2056
 AX2056.The geoid height was determined by GEOID03.
 AX2056
 AX2056;                    North         East    Units  Estimated Accuracy
 AX2056;SPC TXSC     - 4,179,720.      712,060.      MT  (+/- 180 meters Scaled)
 AX2056
 AX2056                          SUPERSEDED SURVEY CONTROL
 AX2056
 AX2056  NGVD 29 (01/29/03)  177.14   (m)          581.2    (f) RESET       3  
 AX2056
 AX2056.Superseded values are not recommended for survey control.
 AX2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2056.See file dsdata.txt to determine how the superseded data were derived.
 AX2056
 AX2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT120583(NAD 83)
 AX2056_MARKER: DB = BENCH MARK DISK
 AX2056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2056_SP_SET: CULVERT
 AX2056_STAMPING: V 837 RESET 1963
 AX2056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2056
 AX2056  HISTORY     - Date     Condition        Report By
 AX2056  HISTORY     - 1963     MONUMENTED       CGS
 AX2056  HISTORY     - 1964     GOOD             NGS
 AX2056  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2056
 AX2056                          STATION DESCRIPTION
 AX2056
 AX2056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AX2056'11.9 MI SE FROM SEGUIN.
 AX2056'FROM THE GUADALUPE COUNTY COURTHOUSE IN SEGUIN, PROCEED EASTERLY ALONG
 AX2056'U. S. HWY. NO. 90A, 0.87 MILES TO INTERSECTION OF F. M. HIGHWAY NO.
 AX2056'466.  THENCE SOUTH-EASTERLY ALONG F. M. HWY. NO. 466, 7.5 MILES TO
 AX2056'INTERSECTION OF F.M. HIGHWAY NO. 2770.  THENCE SOUTHERLY ALONG F. M.
 AX2056'HWY. NO. 2770, 3.45 MILES TO BENCH SITE.  BENCH MARK IS A STANDARD
 AX2056'DISK STAMPED V 837 RESET 1963, SET IN THE NORTH END OF THE WEST
 AX2056'HEADWALL OF A PIPE CULVERT AND IS 18.5 FEET WEST OF AND ABOUT 2 FEET
 AX2056'BELOW THE ELEVATION OF THE CENTERLINE OF THE HIGHWAY.
 AX2056
 AX2056                          STATION RECOVERY (2003)
 AX2056
 AX2056'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1195 ***********************************************************************
 AN1195  DESIGNATION -  V 838
 AN1195  PID         -  AN1195
 AN1195  STATE/COUNTY-  TX/VICTORIA
 AN1195  USGS QUAD   -  NURSERY (1987)
 AN1195
 AN1195                         *CURRENT SURVEY CONTROL
 AN1195  ___________________________________________________________________
 AN1195* NAD 83(1986)-  28 57 23.     (N)    097 05 17.     (W)     SCALED    
 AN1195* NAVD 88     -        53.39   (+/-2cm)     175.2    (feet)  VERTCON   
 AN1195  ___________________________________________________________________
 AN1195  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1195
 AN1195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1195
 AN1195.The horizontal coordinates were scaled from a topographic map and have
 AN1195.an estimated accuracy of +/- 6 seconds.
 AN1195
 AN1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1195.The vertical order pertains to the NGVD 29 superseded value.
 AN1195
 AN1195.The geoid height was determined by GEOID03.
 AN1195
 AN1195;                    North         East    Units  Estimated Accuracy
 AN1195;SPC TXSC     - 4,125,990.      786,350.      MT  (+/- 180 meters Scaled)
 AN1195
 AN1195                          SUPERSEDED SURVEY CONTROL
 AN1195
 AN1195  NGVD 29 (??/??/92)   53.44   (m)          175.3    (f) COMPUTED    2 0
 AN1195
 AN1195.Superseded values are not recommended for survey control.
 AN1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1195.See file dsdata.txt to determine how the superseded data were derived.
 AN1195
 AN1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT863046(NAD 83)
 AN1195_MARKER: DB = BENCH MARK DISK
 AN1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1195_STAMPING: V 838 1943
 AN1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1195+STABILITY: SURFACE MOTION
 AN1195
 AN1195  HISTORY     - Date     Condition        Report By
 AN1195  HISTORY     - 1943     MONUMENTED       CGS
 AN1195
 AN1195                          STATION DESCRIPTION
 AN1195
 AN1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1195'3.05 MI NE FROM NURSERY.
 AN1195'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 3.05 MILES
 AN1195'NORTHERLY ALONG THE NURSERY-FORDTRAN ROAD TO SITE OF BENCH MARK. BENCH
 AN1195'MARK IS ON THE OUTSIDE OF A RIGHT ANGLE CURVE, ABOUT 0.2 MILE EAST OF
 AN1195'A RIGHT-ANGLE CURVE TO THE SOUTH, AND ABOUT 0.15 MILE SOUTH OF A CURVE
 AN1195'TO THE EAST.  IT IS 40.0 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE
 AN1195'THE CENTERLINE OF ROAD, 26.0 FEET WEST OF A FENCE CORNER, 20.0 FEET
 AN1195'WEST OF THE CENTERLINE OF A WIRE GATE, 1.7 FEET WEST OF THE FENCE, AND
 AN1195'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AN1195'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1842 ***********************************************************************
 AX1842  DESIGNATION -  V 839
 AX1842  PID         -  AX1842
 AX1842  STATE/COUNTY-  TX/DE WITT
 AX1842  USGS QUAD   -  VERHELLE (1987)
 AX1842
 AX1842                         *CURRENT SURVEY CONTROL
 AX1842  ___________________________________________________________________
 AX1842* NAD 83(1986)-  29 03 11.     (N)    097 12 19.     (W)     SCALED    
 AX1842* NAVD 88     -        49.66   (+/-2cm)     162.9    (feet)  VERTCON   
 AX1842  ___________________________________________________________________
 AX1842  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX1842
 AX1842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1842
 AX1842.The horizontal coordinates were scaled from a topographic map and have
 AX1842.an estimated accuracy of +/- 6 seconds.
 AX1842
 AX1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1842.The vertical order pertains to the NGVD 29 superseded value.
 AX1842
 AX1842.The geoid height was determined by GEOID03.
 AX1842
 AX1842;                    North         East    Units  Estimated Accuracy
 AX1842;SPC TXSC     - 4,136,520.      774,760.      MT  (+/- 180 meters Scaled)
 AX1842
 AX1842                          SUPERSEDED SURVEY CONTROL
 AX1842
 AX1842  NGVD 29 (??/??/92)   49.683  (m)          163.00   (f) ADJ UNCH    2 0
 AX1842
 AX1842.Superseded values are not recommended for survey control.
 AX1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1842.See file dsdata.txt to determine how the superseded data were derived.
 AX1842
 AX1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT747151(NAD 83)
 AX1842_MARKER: DB = BENCH MARK DISK
 AX1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1842_STAMPING: V 839 1943
 AX1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1842+STABILITY: SURFACE MOTION
 AX1842
 AX1842  HISTORY     - Date     Condition        Report By
 AX1842  HISTORY     - 1943     MONUMENTED       CGS
 AX1842  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1842
 AX1842                          STATION DESCRIPTION
 AX1842
 AX1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1842'6.5 MI SE FROM CUERO.
 AX1842'6.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX1842'STATION AT CUERO, DE WITT COUNTY, 232 FEET NORTHWEST OF THE CROSSING
 AX1842'OF A PRIVATE ROAD LEADING TO A LARGE WHITE FRAME HOUSE, 25.6 FEET
 AX1842'NORTHWEST OF MILEPOST 49, 32.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 AX1842'TRACK, 46.7 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 87, 3.3
 AX1842'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND 3 FEET HIGHER THAN
 AX1842'THE TRACK.  A STANDARD DISK, STAMPED V 839 1943 AND SET IN THE TOP OF
 AX1842'A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AX1842
 AX1842                          STATION RECOVERY (2001)
 AX1842
 AX1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1842'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0168 ***********************************************************************
 CA0168  DESIGNATION -  V 84
 CA0168  PID         -  CA0168
 CA0168  STATE/COUNTY-  TX/MILLS
 CA0168  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0168
 CA0168                         *CURRENT SURVEY CONTROL
 CA0168  ___________________________________________________________________
 CA0168* NAD 83(1986)-  31 27 01.     (N)    098 34 11.     (W)     SCALED    
 CA0168* NAVD 88     -       481.871  (meters)    1580.94   (feet)  ADJUSTED  
 CA0168  ___________________________________________________________________
 CA0168  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CA0168  DYNAMIC HT  -         481.231 (meters)    1578.84  (feet)  COMP
 CA0168  MODELED GRAV-     979,296.3   (mgal)                       NAVD 88
 CA0168
 CA0168  VERT ORDER  -  FIRST     CLASS II
 CA0168
 CA0168.The horizontal coordinates were scaled from a topographic map and have
 CA0168.an estimated accuracy of +/- 6 seconds.
 CA0168
 CA0168.The orthometric height was determined by differential leveling
 CA0168.and adjusted by the National Geodetic Survey in June 1991..
 CA0168
 CA0168.The geoid height was determined by GEOID03.
 CA0168
 CA0168.The dynamic height is computed by dividing the NAVD 88
 CA0168.geopotential number by the normal gravity value computed on the
 CA0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0168.degrees latitude (g = 980.6199 gals.).
 CA0168
 CA0168.The modeled gravity was interpolated from observed gravity values.
 CA0168
 CA0168;                    North         East    Units  Estimated Accuracy
 CA0168;SPC TX C     - 3,199,050.      867,610.      MT  (+/- 180 meters Scaled)
 CA0168
 CA0168                          SUPERSEDED SURVEY CONTROL
 CA0168
 CA0168  NGVD 29 (??/??/92)  481.758  (m)         1580.57   (f) ADJ UNCH    1 2
 CA0168
 CA0168.Superseded values are not recommended for survey control.
 CA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0168.See file dsdata.txt to determine how the superseded data were derived.
 CA0168
 CA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV408795(NAD 83)
 CA0168_MARKER: DB = BENCH MARK DISK
 CA0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0168_SP_SET: BUILDING
 CA0168_MARK LOGO: CGS   
 CA0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0168+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 CA0168
 CA0168  HISTORY     - Date     Condition        Report By
 CA0168  HISTORY     - UNK      MONUMENTED       CGS
 CA0168  HISTORY     - 1932     GOOD             NGS
 CA0168  HISTORY     - 1934     GOOD             LOCENG
 CA0168  HISTORY     - 1983     GOOD             NGS
 CA0168  HISTORY     - 20050305 GOOD             USPSQD
 CA0168
 CA0168                          STATION DESCRIPTION
 CA0168
 CA0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0168'IN GOLDTHWAITE.
 CA0168'IN GOLDTHWAITE STANDARD MARK AT THE NORTHEAST CORNER BASE STATUE OF
 CA0168'CONFEDERATE MONUMENT, ONE FOOT FROM THE BASE OF THE STATUE, NORTH SIDE
 CA0168'OF THE COURT HOUSE AT GOLDTHWAITE.
 CA0168
 CA0168                          STATION RECOVERY (1934)
 CA0168
 CA0168'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934
 CA0168'RECOVERED IN GOOD CONDITION.
 CA0168
 CA0168                          STATION RECOVERY (1983)
 CA0168
 CA0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0168'RECOVERED THIS DATE.  NOTE, ADD 2.3 METERS (7.5 FT) NORTHEAST OF THE
 CA0168'NORTHEAST CORNER OF THE STATUE.
 CA0168
 CA0168                          STATION RECOVERY (2005)
 CA0168
 CA0168'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 CA0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0181 ***********************************************************************
 AY0181  DESIGNATION -  V 840
 AY0181  PID         -  AY0181
 AY0181  STATE/COUNTY-  TX/GUADALUPE
 AY0181  USGS QUAD   -  MARION (1992)
 AY0181
 AY0181                         *CURRENT SURVEY CONTROL
 AY0181  ___________________________________________________________________
 AY0181* NAD 83(1986)-  29 33 26.     (N)    098 09 13.     (W)     SCALED    
 AY0181* NAVD 88     -       188.29   (+/-2cm)     617.7    (feet)  VERTCON   
 AY0181  ___________________________________________________________________
 AY0181  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AY0181
 AY0181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0181
 AY0181.The horizontal coordinates were scaled from a topographic map and have
 AY0181.an estimated accuracy of +/- 6 seconds.
 AY0181
 AY0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0181.The vertical order pertains to the NGVD 29 superseded value.
 AY0181
 AY0181.The geoid height was determined by GEOID03.
 AY0181
 AY0181;                    North         East    Units  Estimated Accuracy
 AY0181;SPC TXSC     - 4,191,350.      682,010.      MT  (+/- 180 meters Scaled)
 AY0181
 AY0181                          SUPERSEDED SURVEY CONTROL
 AY0181
 AY0181  NGVD 29 (??/??/92)  188.198  (m)          617.45   (f) ADJ UNCH    2 0
 AY0181
 AY0181.Superseded values are not recommended for survey control.
 AY0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0181.See file dsdata.txt to determine how the superseded data were derived.
 AY0181
 AY0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT819700(NAD 83)
 AY0181_MARKER: DB = BENCH MARK DISK
 AY0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0181_STAMPING: V 840 1943
 AY0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0181+STABILITY: SURFACE MOTION
 AY0181
 AY0181  HISTORY     - Date     Condition        Report By
 AY0181  HISTORY     - 1943     MONUMENTED       CGS
 AY0181  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0181  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0181  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AY0181
 AY0181                          STATION DESCRIPTION
 AY0181
 AY0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0181'2.0 MI S FROM MARION.
 AY0181'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARION, PROCEED
 AY0181'1.2 MILE WEST ALONG THE TRACKS TO THE CROSSING OF A GRAVEL ROAD,
 AY0181'THENCE 0.8 MILE SOUTHEAST ALONG GRAVEL ROAD TO A SMALL EARTH TANK AND
 AY0181'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 47 YARDS NORTHWEST OF THE
 AY0181'NORTH END OF A ROCK CULVERT UNDER GRAVEL ROAD.  IT IS 70.0 FEET
 AY0181'SOUTHEAST OF A SMALL EARTH TANK, 28.0 FEET NORTHEAST OF AND ABOUT THE
 AY0181'SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  IT IS 4.0 FEET SOUTH
 AY0181'OF A FENCE CORNER.  MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WHITE
 AY0181'WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AY0181
 AY0181                          STATION RECOVERY (1988)
 AY0181
 AY0181'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0181'MARK NOT FOUND.
 AY0181
 AY0181                          STATION RECOVERY (1989)
 AY0181
 AY0181'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0181'MARK NOT FOUND.
 AY0181
 AY0181                          STATION RECOVERY (2004)
 AY0181
 AY0181'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1202 ***********************************************************************
 AX1202  DESIGNATION -  V 841
 AX1202  PID         -  AX1202
 AX1202  STATE/COUNTY-  TX/FAYETTE
 AX1202  USGS QUAD   -  AMMANNSVILLE (1981)
 AX1202
 AX1202                         *CURRENT SURVEY CONTROL
 AX1202  ___________________________________________________________________
 AX1202* NAD 83(1986)-  29 47 41.     (N)    096 52 02.     (W)     SCALED    
 AX1202* NAVD 88     -       124.59   (+/-2cm)     408.8    (feet)  VERTCON   
 AX1202  ___________________________________________________________________
 AX1202  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1202
 AX1202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1202
 AX1202.The horizontal coordinates were scaled from a topographic map and have
 AX1202.an estimated accuracy of +/- 6 seconds.
 AX1202
 AX1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1202.The vertical order pertains to the NGVD 29 superseded value.
 AX1202
 AX1202.The geoid height was determined by GEOID03.
 AX1202
 AX1202;                    North         East    Units  Estimated Accuracy
 AX1202;SPC TXSC     - 4,219,260.      806,170.      MT  (+/- 180 meters Scaled)
 AX1202
 AX1202                          SUPERSEDED SURVEY CONTROL
 AX1202
 AX1202  NGVD 29 (??/??/92)  124.55   (m)          408.6    (f) COMPUTED    2 0
 AX1202
 AX1202.Superseded values are not recommended for survey control.
 AX1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1202.See file dsdata.txt to determine how the superseded data were derived.
 AX1202
 AX1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT061979(NAD 83)
 AX1202_MARKER: DB = BENCH MARK DISK
 AX1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1202_STAMPING: V 841 1943
 AX1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1202+STABILITY: SURFACE MOTION
 AX1202
 AX1202  HISTORY     - Date     Condition        Report By
 AX1202  HISTORY     - 1943     MONUMENTED       CGS
 AX1202  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1202
 AX1202                          STATION DESCRIPTION
 AX1202
 AX1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1202'1.0 MI W FROM AMMANSVILLE.
 AX1202'TO REACH FROM THE JOHN A. BARTOS GENERAL STORE AT AMMANSVILLE, PROCEED
 AX1202'1.0 MILE WESTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK. BENCH MARK
 AX1202'IS 0.15 MILE EAST OF THE INTERSECTION OF A DIRT ROAD LEADING NORTH. IT
 AX1202'IS 86.2 FEET EAST OF R.E.A. CO-OP POLE NO. 3/63, 2.5 FEET WEST OF A
 AX1202'4X4 INCH WHITE WOODEN MARKER POST AND IN LINE WITH THE NORTH
 AX1202'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.1 FOOT.
 AX1202
 AX1202                          STATION RECOVERY (1997)
 AX1202
 AX1202'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1203 ***********************************************************************
 AX1203  DESIGNATION -  V 841 RESET 1951
 AX1203  PID         -  AX1203
 AX1203  STATE/COUNTY-  TX/FAYETTE
 AX1203  USGS QUAD   -  AMMANNSVILLE (1981)
 AX1203
 AX1203                         *CURRENT SURVEY CONTROL
 AX1203  ___________________________________________________________________
 AX1203* NAD 83(1986)-  29 47 42.     (N)    096 52 02.     (W)     SCALED    
 AX1203* NAVD 88     -       124.56   (+/-2cm)     408.7    (feet)  VERTCON   
 AX1203  ___________________________________________________________________
 AX1203  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1203
 AX1203  VERT ORDER  -  THIRD (See Below)
 AX1203
 AX1203.The horizontal coordinates were scaled from a topographic map and have
 AX1203.an estimated accuracy of +/- 6 seconds.
 AX1203
 AX1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1203.The vertical order pertains to the NGVD 29 superseded value.
 AX1203
 AX1203.The geoid height was determined by GEOID03.
 AX1203
 AX1203;                    North         East    Units  Estimated Accuracy
 AX1203;SPC TXSC     - 4,219,290.      806,170.      MT  (+/- 180 meters Scaled)
 AX1203
 AX1203                          SUPERSEDED SURVEY CONTROL
 AX1203
 AX1203  NGVD 29 (??/??/??)  124.52   (m)          408.5    (f) RESET       3  
 AX1203
 AX1203.Superseded values are not recommended for survey control.
 AX1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1203.See file dsdata.txt to determine how the superseded data were derived.
 AX1203
 AX1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT061979(NAD 83)
 AX1203_MARKER: DB = BENCH MARK DISK
 AX1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1203_STAMPING: V 841 RESET 1951
 AX1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1203+STABILITY: SURFACE MOTION
 AX1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1203+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX1203
 AX1203  HISTORY     - Date     Condition        Report By
 AX1203  HISTORY     - 1951     MONUMENTED       TXHD
 AX1203  HISTORY     - 19910608 GOOD             USPSQD
 AX1203  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1203  HISTORY     - 20041027 GOOD             USPSQD
 AX1203
 AX1203                          STATION DESCRIPTION
 AX1203
 AX1203'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AX1203'1.0 MI W FROM AMMANNSVILLE.
 AX1203'1.0 MILE WEST ALONG F.M. HIGHWAY 1383 FROM THE JOHN A. BARTOS GENERAL
 AX1203'STORE AT AMMANNSVILLE, FAYETTE COUNTY, 0.15 MILE EAST OF THE JUNCTION
 AX1203'OF A DIRT ROAD LEADING NORTH, 86.2 FEET EAST OF R.E.A. POLE 3/63, 1.0
 AX1203'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 2.5 FEET WEST OF A
 AX1203'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED V 841 RESET 1951
 AX1203'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AX1203'GROUND.
 AX1203
 AX1203                          STATION RECOVERY (1991)
 AX1203
 AX1203'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 AX1203'RECOVERED IN GOOD CONDITION.
 AX1203
 AX1203                          STATION RECOVERY (1997)
 AX1203
 AX1203'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1203'MARK NOT FOUND.
 AX1203
 AX1203                          STATION RECOVERY (2004)
 AX1203
 AX1203'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1203'ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0939 ***********************************************************************
 AX0939  DESIGNATION -  V 842
 AX0939  PID         -  AX0939
 AX0939  STATE/COUNTY-  TX/FAYETTE
 AX0939  USGS QUAD   -  SCHULENBURG (1981)
 AX0939
 AX0939                         *CURRENT SURVEY CONTROL
 AX0939  ___________________________________________________________________
 AX0939* NAD 83(1986)-  29 43 05.     (N)    096 54 10.     (W)     SCALED    
 AX0939* NAVD 88     -       117.009  (meters)     383.89   (feet)  ADJUSTED  
 AX0939  ___________________________________________________________________
 AX0939  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX0939  DYNAMIC HT  -         116.845 (meters)     383.35  (feet)  COMP
 AX0939  MODELED GRAV-     979,245.4   (mgal)                       NAVD 88
 AX0939
 AX0939  VERT ORDER  -  FIRST     CLASS I
 AX0939
 AX0939.The horizontal coordinates were scaled from a topographic map and have
 AX0939.an estimated accuracy of +/- 6 seconds.
 AX0939
 AX0939.The orthometric height was determined by differential leveling
 AX0939.and adjusted by the National Geodetic Survey in June 1991..
 AX0939
 AX0939.The geoid height was determined by GEOID03.
 AX0939
 AX0939.The dynamic height is computed by dividing the NAVD 88
 AX0939.geopotential number by the normal gravity value computed on the
 AX0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0939.degrees latitude (g = 980.6199 gals.).
 AX0939
 AX0939.The modeled gravity was interpolated from observed gravity values.
 AX0939
 AX0939;                    North         East    Units  Estimated Accuracy
 AX0939;SPC TXSC     - 4,210,700.      802,890.      MT  (+/- 180 meters Scaled)
 AX0939
 AX0939                          SUPERSEDED SURVEY CONTROL
 AX0939
 AX0939  NGVD 29 (??/??/92)  116.971  (m)          383.76   (f) ADJ UNCH    1 1
 AX0939
 AX0939.Superseded values are not recommended for survey control.
 AX0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0939.See file dsdata.txt to determine how the superseded data were derived.
 AX0939
 AX0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT028893(NAD 83)
 AX0939_MARKER: DB = BENCH MARK DISK
 AX0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0939_SP_SET: CULVERT
 AX0939_STAMPING: V 842 1943
 AX0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0939
 AX0939  HISTORY     - Date     Condition        Report By
 AX0939  HISTORY     - 1943     MONUMENTED       CGS
 AX0939  HISTORY     - 1972     GOOD             NGS
 AX0939  HISTORY     - 1987     GOOD             USPSQD
 AX0939  HISTORY     - 1987     GOOD             USPSQD
 AX0939  HISTORY     - 1990     GOOD             USPSQD
 AX0939  HISTORY     - 19910608 GOOD             USPSQD
 AX0939  HISTORY     - 19970608 GOOD             USPSQD
 AX0939  HISTORY     - 20020812 GOOD             USPSQD
 AX0939  HISTORY     - 20040223 GOOD             USPSQD
 AX0939  HISTORY     - 20050825 GOOD             USPSQD
 AX0939
 AX0939                          STATION DESCRIPTION
 AX0939
 AX0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0939'2.55 MI N FROM SCHULENBURG.
 AX0939'ABOUT 2.55 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0939'U.S. HIGHWAY 90 AT SCHULENBURG, AT THE INTERSECTION OF THE HIGHWAY AND
 AX0939'FARM ROAD 615 LEADING EAST AND A PAVED ROAD LEADING WEST, 26 FEET WEST
 AX0939'OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE CENTER LINE OF
 AX0939'THE PAVED ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 AX0939'HEADWALL OF A 4- X 7-FOOT BOX CULVERT, AND ABOUT 1 1/2 FEET ABOVE THE
 AX0939'LEVEL OF THE HIGHWAY.
 AX0939
 AX0939                          STATION RECOVERY (1987)
 AX0939
 AX0939'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0939'RECOVERED IN GOOD CONDITION.
 AX0939
 AX0939                          STATION RECOVERY (1987)
 AX0939
 AX0939'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0939'RECOVERED IN GOOD CONDITION.
 AX0939
 AX0939                          STATION RECOVERY (1990)
 AX0939
 AX0939'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0939'RECOVERED IN GOOD CONDITION.
 AX0939
 AX0939                          STATION RECOVERY (1991)
 AX0939
 AX0939'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0939'RECOVERED IN GOOD CONDITION.
 AX0939
 AX0939                          STATION RECOVERY (1997)
 AX0939
 AX0939'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0939'RECOVERED IN GOOD CONDITION.
 AX0939
 AX0939                          STATION RECOVERY (2002)
 AX0939
 AX0939'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0939'RECOVERED IN GOOD CONDITION.
 AX0939
 AX0939                          STATION RECOVERY (2004)
 AX0939
 AX0939'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 AX0939'RECOVERED IN GOOD CONDITION.
 AX0939
 AX0939                          STATION RECOVERY (2005)
 AX0939
 AX0939'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 AX0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1124 ***********************************************************************
 AX1124  DESIGNATION -  V 843
 AX1124  PID         -  AX1124
 AX1124  STATE/COUNTY-  TX/COLORADO
 AX1124  USGS QUAD   -  ROCK ISLAND (1981)
 AX1124
 AX1124                         *CURRENT SURVEY CONTROL
 AX1124  ___________________________________________________________________
 AX1124* NAD 83(1986)-  29 33 50.     (N)    096 36 15.     (W)     SCALED    
 AX1124* NAVD 88     -        85.85   (+/-2cm)     281.7    (feet)  VERTCON   
 AX1124  ___________________________________________________________________
 AX1124  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX1124
 AX1124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1124
 AX1124.The horizontal coordinates were scaled from a topographic map and have
 AX1124.an estimated accuracy of +/- 6 seconds.
 AX1124
 AX1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1124.The vertical order pertains to the NGVD 29 superseded value.
 AX1124
 AX1124.The geoid height was determined by GEOID03.
 AX1124
 AX1124;                    North         East    Units  Estimated Accuracy
 AX1124;SPC TXSC     - 4,194,170.      832,120.      MT  (+/- 180 meters Scaled)
 AX1124
 AX1124                          SUPERSEDED SURVEY CONTROL
 AX1124
 AX1124  NGVD 29 (??/??/92)   85.835  (m)          281.61   (f) ADJ UNCH    2 0
 AX1124
 AX1124.Superseded values are not recommended for survey control.
 AX1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1124.See file dsdata.txt to determine how the superseded data were derived.
 AX1124
 AX1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT321728(NAD 83)
 AX1124_MARKER: DB = BENCH MARK DISK
 AX1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1124_STAMPING: V 843 1943
 AX1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1124+STABILITY: SURFACE MOTION
 AX1124
 AX1124  HISTORY     - Date     Condition        Report By
 AX1124  HISTORY     - 1943     MONUMENTED       CGS
 AX1124  HISTORY     - 1957     MARK NOT FOUND   USGS
 AX1124  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1124  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1124
 AX1124                          STATION DESCRIPTION
 AX1124
 AX1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1124'3.95 MI NW FROM ROCK ISLAND.
 AX1124'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1124'PASS) RAILROAD STATION AT ROCK ISLAND, PROCEED 1.85 MILE WESTERLY
 AX1124'ALONG A GRAVEL ROAD TO A RIGHT ANGLE TURN IN THE ROAD TO THE NORTH,
 AX1124'THENCE 2.1 MILES NORTHERLY ALONG A DIRT ROAD TO THE END OF THE ROAD
 AX1124'AND THE INTERSECTION OF A DIRT TRACK ROAD LEADING WEST AND SITE OF
 AX1124'BENCH MARK.  BENCH MARK IS 25.0 FEET WEST OF AND ABOUT THE SAME
 AX1124'ELEVATION AS THE CENTERLINE OF A COUNTY DIRT ROAD.  IT IS 3.5 FEET
 AX1124'SOUTH OF R.E.A. CO-OP POLE NO. BA93/38 AND 2.7 FEET NORTH OF A 4X4
 AX1124'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1124
 AX1124                          STATION RECOVERY (1957)
 AX1124
 AX1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AX1124'MARK NOT FOUND.
 AX1124
 AX1124                          STATION RECOVERY (1991)
 AX1124
 AX1124'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX1124'MARK NOT FOUND.
 AX1124
 AX1124                          STATION RECOVERY (2004)
 AX1124
 AX1124'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1600 ***********************************************************************
 AX1600  DESIGNATION -  V 846
 AX1600  PID         -  AX1600
 AX1600  STATE/COUNTY-  TX/LAVACA
 AX1600  USGS QUAD   -  SHINER (1987)
 AX1600
 AX1600                         *CURRENT SURVEY CONTROL
 AX1600  ___________________________________________________________________
 AX1600* NAD 83(1986)-  29 27 30.     (N)    097 09 33.     (W)     SCALED    
 AX1600* NAVD 88     -       124.29   (+/-2cm)     407.8    (feet)  VERTCON   
 AX1600  ___________________________________________________________________
 AX1600  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX1600
 AX1600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1600
 AX1600.The horizontal coordinates were scaled from a topographic map and have
 AX1600.an estimated accuracy of +/- 6 seconds.
 AX1600
 AX1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1600.The vertical order pertains to the NGVD 29 superseded value.
 AX1600
 AX1600.The geoid height was determined by GEOID03.
 AX1600
 AX1600;                    North         East    Units  Estimated Accuracy
 AX1600;SPC TXSC     - 4,181,500.      778,540.      MT  (+/- 180 meters Scaled)
 AX1600
 AX1600                          SUPERSEDED SURVEY CONTROL
 AX1600
 AX1600  NGVD 29 (??/??/92)  124.267  (m)          407.70   (f) ADJ UNCH    2 0
 AX1600
 AX1600.Superseded values are not recommended for survey control.
 AX1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1600.See file dsdata.txt to determine how the superseded data were derived.
 AX1600
 AX1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT785601(NAD 83)
 AX1600_MARKER: DB = BENCH MARK DISK
 AX1600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1600_SP_SET: CULVERT
 AX1600_STAMPING: V 846 1943
 AX1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1600
 AX1600  HISTORY     - Date     Condition        Report By
 AX1600  HISTORY     - 1943     MONUMENTED       CGS
 AX1600  HISTORY     - 19970607 GOOD             USPSQD
 AX1600
 AX1600                          STATION DESCRIPTION
 AX1600
 AX1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1600'2.05 MI N FROM SHINER.
 AX1600'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1600'STATION AT SHINER, PROCEED 2.05 MILES NORTHERLY ALONG THE TRACK TO A
 AX1600'DIRT GRADE CROSSING AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1600'HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 4X5
 AX1600'FOOT CONCRETE CULVERT UNDER STATE HIGHWAY NO.95.  IT IS SEVEN
 AX1600'TELEPHONE POLES SOUTH OF RAILROAD MILE POST NO.13, 84.5 FEET EAST OF
 AX1600'AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF THE TRACK, 80.0 FEET NORTH
 AX1600'OF THE CENTERLINE OF A DIRT GRADE CROSSING, 15.2 FEET WEST OF AND
 AX1600'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF STATE HIGHWAY NO.95.
 AX1600
 AX1600                          STATION RECOVERY (1997)
 AX1600
 AX1600'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1601 ***********************************************************************
 AX1601  DESIGNATION -  V 846 RESET 1972
 AX1601  PID         -  AX1601
 AX1601  STATE/COUNTY-  TX/LAVACA
 AX1601  USGS QUAD   -  SHINER (1987)
 AX1601
 AX1601                         *CURRENT SURVEY CONTROL
 AX1601  ___________________________________________________________________
 AX1601* NAD 83(1986)-  29 27 31.     (N)    097 09 34.     (W)     SCALED    
 AX1601* NAVD 88     -       123.74   (+/-2cm)     406.0    (feet)  VERTCON   
 AX1601  ___________________________________________________________________
 AX1601  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX1601
 AX1601  VERT ORDER  -  THIRD (See Below)
 AX1601
 AX1601.The horizontal coordinates were scaled from a topographic map and have
 AX1601.an estimated accuracy of +/- 6 seconds.
 AX1601
 AX1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1601.The vertical order pertains to the NGVD 29 superseded value.
 AX1601
 AX1601.The geoid height was determined by GEOID03.
 AX1601
 AX1601;                    North         East    Units  Estimated Accuracy
 AX1601;SPC TXSC     - 4,181,530.      778,510.      MT  (+/- 180 meters Scaled)
 AX1601
 AX1601                          SUPERSEDED SURVEY CONTROL
 AX1601
 AX1601  NGVD 29 (01/29/03)  123.72   (m)          405.9    (f) RESET       3  
 AX1601
 AX1601.Superseded values are not recommended for survey control.
 AX1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1601.See file dsdata.txt to determine how the superseded data were derived.
 AX1601
 AX1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT784602(NAD 83)
 AX1601_MARKER: DB = BENCH MARK DISK
 AX1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1601_SP_SET: CULVERT
 AX1601_STAMPING: V 846 RESET 1972
 AX1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1601
 AX1601  HISTORY     - Date     Condition        Report By
 AX1601  HISTORY     - 1972     MONUMENTED       TXHD
 AX1601  HISTORY     - 1973     GOOD             NGS
 AX1601
 AX1601                          STATION DESCRIPTION
 AX1601
 AX1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1601'2.0 MI N FROM SHINER.
 AX1601'ABOUT 2.0 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AX1601'THE STATION AT SHINER, LAVACA COUNTY, ABOUT 7 POLES SOUTH OF MILEPOST
 AX1601'13, 59.5 FEET EAST OF THE CENTER LINE OF THE TRACK, 80 FEET NORTH OF
 AX1601'THE CENTER OF A DIRT-ROAD CROSSING, AT A 3 BY 4 FOOT CONCRETE CULVERT
 AX1601'UNDER STATE HIGHWAY 95, IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 AX1601'WALL, 40.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT THE
 AX1601'SAME ELEVATION AS THE HIGHWAY.  A STANDARD DISK STAMPED V 846 RESET
 AX1601'1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1746 ***********************************************************************
 AX1746  DESIGNATION -  V 847
 AX1746  PID         -  AX1746
 AX1746  STATE/COUNTY-  TX/LAVACA
 AX1746  USGS QUAD   -  WIED (1987)
 AX1746
 AX1746                         *CURRENT SURVEY CONTROL
 AX1746  ___________________________________________________________________
 AX1746* NAD 83(1986)-  29 24 40.     (N)    097 03 57.     (W)     SCALED    
 AX1746* NAVD 88     -        77.34   (+/-2cm)     253.7    (feet)  VERTCON   
 AX1746  ___________________________________________________________________
 AX1746  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX1746
 AX1746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1746
 AX1746.The horizontal coordinates were scaled from a topographic map and have
 AX1746.an estimated accuracy of +/- 6 seconds.
 AX1746
 AX1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1746.The vertical order pertains to the NGVD 29 superseded value.
 AX1746
 AX1746.The geoid height was determined by GEOID03.
 AX1746
 AX1746;                    North         East    Units  Estimated Accuracy
 AX1746;SPC TXSC     - 4,176,410.      787,680.      MT  (+/- 180 meters Scaled)
 AX1746
 AX1746                          SUPERSEDED SURVEY CONTROL
 AX1746
 AX1746  NGVD 29 (??/??/92)   77.332  (m)          253.71   (f) ADJ UNCH    2 0
 AX1746
 AX1746.Superseded values are not recommended for survey control.
 AX1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1746.See file dsdata.txt to determine how the superseded data were derived.
 AX1746
 AX1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT876550(NAD 83)
 AX1746_MARKER: DB = BENCH MARK DISK
 AX1746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1746_SP_SET: BRIDGE
 AX1746_STAMPING: V 847 1943
 AX1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1746
 AX1746  HISTORY     - Date     Condition        Report By
 AX1746  HISTORY     - 1943     MONUMENTED       CGS
 AX1746  HISTORY     - 1961     GOOD             NGS
 AX1746
 AX1746                          STATION DESCRIPTION
 AX1746
 AX1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1746'4.7 MI N FROM SWEET HOME.
 AX1746'TO REACH FROM THE CROSSROADS IN SWEET HOME, GO NORTHERLY ALONG A DIRT
 AX1746'ROAD 2.5 MILES TO JUNCTION OF U.S. HIGHWAY 77.  TURN RIGHT AND CROSS
 AX1746'THE BRIDGE OVER MUSTANG CREEK, GO 0.1 MILE TO A DIRT ROAD ON THE LEFT.
 AX1746'TURN LEFT AND FOLLOW THE DIRT ROAD, NORTHERLY, 2.1 MILES TO A LARGE
 AX1746'STEEL BRIDGE OVER A CREEK AND THE BENCH MARK AS DESCRIBED. NOTE--
 AX1746'RAILROAD FACILITIES IN THIS AREA HAVE BEEN DISCONTINUED AND REMOVED
 AX1746'AND CAN NO LONGER BE USED FOR REFERENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1785 ***********************************************************************
 AX1785  DESIGNATION -  V 848
 AX1785  PID         -  AX1785
 AX1785  STATE/COUNTY-  TX/GONZALES
 AX1785  USGS QUAD   -  GONZALES SOUTH (1987)
 AX1785
 AX1785                         *CURRENT SURVEY CONTROL
 AX1785  ___________________________________________________________________
 AX1785* NAD 83(1986)-  29 27 38.     (N)    097 27 47.     (W)     SCALED    
 AX1785* NAVD 88     -        86.56   (+/-2cm)     284.0    (feet)  VERTCON   
 AX1785  ___________________________________________________________________
 AX1785  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AX1785
 AX1785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1785
 AX1785.The horizontal coordinates were scaled from a topographic map and have
 AX1785.an estimated accuracy of +/- 6 seconds.
 AX1785
 AX1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1785.The vertical order pertains to the NGVD 29 superseded value.
 AX1785
 AX1785.The geoid height was determined by GEOID03.
 AX1785
 AX1785;                    North         East    Units  Estimated Accuracy
 AX1785;SPC TXSC     - 4,181,320.      749,070.      MT  (+/- 180 meters Scaled)
 AX1785
 AX1785                          SUPERSEDED SURVEY CONTROL
 AX1785
 AX1785  NGVD 29 (??/??/92)   86.525  (m)          283.87   (f) ADJ UNCH    2 0
 AX1785
 AX1785.Superseded values are not recommended for survey control.
 AX1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1785.See file dsdata.txt to determine how the superseded data were derived.
 AX1785
 AX1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT490599(NAD 83)
 AX1785_MARKER: DB = BENCH MARK DISK
 AX1785_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AX1785_SP_SET: BRIDGE ABUTMENT
 AX1785_STAMPING: V 848 1943
 AX1785_MARK LOGO: CGS   
 AX1785_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX1785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1785
 AX1785  HISTORY     - Date     Condition        Report By
 AX1785  HISTORY     - 1943     MONUMENTED       CGS
 AX1785  HISTORY     - 1959     GOOD             NGS
 AX1785  HISTORY     - 19890623 GOOD             TXHD
 AX1785
 AX1785                          STATION DESCRIPTION
 AX1785
 AX1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX1785'3.5 MI SW FROM GONZALES.
 AX1785'BENCH MARK IS 0.35 MI. S.W. OF JUNCTION OF FM 1116, SET HORIZONTALLY
 AX1785'IN THE TOP OF THE SW END OF THE N.W. ABUTMENT OF A CONCRETE BRIDGE
 AX1785'OVER STAHL LAKE, 13.4 FEET N.W. OF AND ABOUT THE SAME ELEVATION AS THE
 AX1785'CENTERLINE OF THE HIGHWAY.
 AX1785
 AX1785                          STATION RECOVERY (1989)
 AX1785
 AX1785'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1989
 AX1785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2842 ***********************************************************************
 AX2842  DESIGNATION -  V 848 RESET
 AX2842  PID         -  AX2842
 AX2842  STATE/COUNTY-  TX/GONZALES
 AX2842  USGS QUAD   -  GONZALES SOUTH (1987)
 AX2842
 AX2842                         *CURRENT SURVEY CONTROL
 AX2842  ___________________________________________________________________
 AX2842* NAD 83(1986)-  29 27 38.     (N)    097 27 47.     (W)     SCALED    
 AX2842* NAVD 88     -        87.46   (+/-2cm)     286.9    (feet)  VERTCON   
 AX2842  ___________________________________________________________________
 AX2842  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AX2842
 AX2842  VERT ORDER  -  THIRD (See Below)
 AX2842
 AX2842.The horizontal coordinates were scaled from a topographic map and have
 AX2842.an estimated accuracy of +/- 6 seconds.
 AX2842
 AX2842.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2842.The vertical order pertains to the NGVD 29 superseded value.
 AX2842
 AX2842.The geoid height was determined by GEOID03.
 AX2842
 AX2842;                    North         East    Units  Estimated Accuracy
 AX2842;SPC TXSC     - 4,181,320.      749,070.      MT  (+/- 180 meters Scaled)
 AX2842
 AX2842                          SUPERSEDED SURVEY CONTROL
 AX2842
 AX2842  NGVD 29 (01/29/03)   87.43   (m)          286.8    (f) RESET       3  
 AX2842
 AX2842.Superseded values are not recommended for survey control.
 AX2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2842.See file dsdata.txt to determine how the superseded data were derived.
 AX2842
 AX2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT490599(NAD 83)
 AX2842_MARKER: DV = VERTICAL CONTROL DISK
 AX2842_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AX2842_SP_SET: BRIDGE WINGWALL
 AX2842_STAMPING: V 848 RESET 1987
 AX2842_MARK LOGO: NGS   
 AX2842_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2842
 AX2842  HISTORY     - Date     Condition        Report By
 AX2842  HISTORY     - 1987     MONUMENTED       TXHD
 AX2842
 AX2842                          STATION DESCRIPTION
 AX2842
 AX2842'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1987
 AX2842'FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE HIGHWAY 97, PROCEED
 AX2842'1.25 MILES (2.01 KM) SOUTHWESTERLY ALONG STATE HIGHWAY 97 TO A
 AX2842'CONCRETE BRIDGE AND SITE OF THE BENCHMARK, SET HORIZONTALLY IN THE
 AX2842'TOP OF A CONCRETE WINGWALL AT THE NORTHEAST CORNER OF STAHLS LAKE
 AX2842'BRIDGE.  IT IS 22.5 FEET (6.9 M) SOUTHEAST OF AND ABOUT THE SAME
 AX2842'ELEVATION OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2024 ***********************************************************************
 AX2024  DESIGNATION -  V 849
 AX2024  PID         -  AX2024
 AX2024  STATE/COUNTY-  TX/GONZALES
 AX2024  USGS QUAD   -  PILGRIM (1987)
 AX2024
 AX2024                         *CURRENT SURVEY CONTROL
 AX2024  ___________________________________________________________________
 AX2024* NAD 83(1986)-  29 20 28.     (N)    097 31 26.     (W)     SCALED    
 AX2024* NAVD 88     -        72.85   (+/-2cm)     239.0    (feet)  VERTCON   
 AX2024  ___________________________________________________________________
 AX2024  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AX2024
 AX2024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2024
 AX2024.The horizontal coordinates were scaled from a topographic map and have
 AX2024.an estimated accuracy of +/- 6 seconds.
 AX2024
 AX2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2024.The vertical order pertains to the NGVD 29 superseded value.
 AX2024
 AX2024.The geoid height was determined by GEOID03.
 AX2024
 AX2024;                    North         East    Units  Estimated Accuracy
 AX2024;SPC TXSC     - 4,168,010.      743,330.      MT  (+/- 180 meters Scaled)
 AX2024
 AX2024                          SUPERSEDED SURVEY CONTROL
 AX2024
 AX2024  NGVD 29 (??/??/92)   72.829  (m)          238.94   (f) ADJ UNCH    2 0
 AX2024
 AX2024.Superseded values are not recommended for survey control.
 AX2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2024.See file dsdata.txt to determine how the superseded data were derived.
 AX2024
 AX2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT433466(NAD 83)
 AX2024_MARKER: DB = BENCH MARK DISK
 AX2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2024_STAMPING: V 849 1943
 AX2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2024+STABILITY: SURFACE MOTION
 AX2024
 AX2024  HISTORY     - Date     Condition        Report By
 AX2024  HISTORY     - 1943     MONUMENTED       CGS
 AX2024
 AX2024                          STATION DESCRIPTION
 AX2024
 AX2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2024'3.65 MI SE FROM WRIGHTSBORO.
 AX2024'TO REACH FROM THE SCHOOL BUILDING AT WRIGHTSBORO, PROCEED 3.65 MI.
 AX2024'S.E. ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE
 AX2024'S.E. OF THE N.E. END OF A DOUBLE TURN IN THE ROAD.  IT IS 0.05 MILE
 AX2024'S.E. OF A 20 FOOT WOODEN BRIDGE IN THE ROAD, 25.1 FEET S.W. OF AND
 AX2024'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 22 FEET W. OF
 AX2024'A TELEPHONE POLE, 8 FEET S.W. OF THE S.W. RIGHT-OF-WAY FENCE AND 3.3
 AX2024'FEET N.W. OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX2024'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2108 ***********************************************************************
 BY2108  DESIGNATION -  V 85
 BY2108  PID         -  BY2108
 BY2108  STATE/COUNTY-  TX/ANDERSON
 BY2108  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2108
 BY2108                         *CURRENT SURVEY CONTROL
 BY2108  ___________________________________________________________________
 BY2108* NAD 83(1986)-  31 38 20.     (N)    095 36 28.     (W)     SCALED    
 BY2108* NAVD 88     -        89.73   (+/-2cm)     294.4    (feet)  VERTCON   
 BY2108  ___________________________________________________________________
 BY2108  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY2108
 BY2108  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2108
 BY2108.The horizontal coordinates were scaled from a topographic map and have
 BY2108.an estimated accuracy of +/- 6 seconds.
 BY2108
 BY2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2108.The vertical order pertains to the NGVD 29 superseded value.
 BY2108
 BY2108.The geoid height was determined by GEOID03.
 BY2108
 BY2108;                    North         East    Units  Estimated Accuracy
 BY2108;SPC TX C     - 3,228,160.    1,148,110.      MT  (+/- 180 meters Scaled)
 BY2108
 BY2108                          SUPERSEDED SURVEY CONTROL
 BY2108
 BY2108  NGVD 29 (??/??/92)   89.712  (m)          294.33   (f) ADJ UNCH    1 2
 BY2108
 BY2108.Superseded values are not recommended for survey control.
 BY2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2108.See file dsdata.txt to determine how the superseded data were derived.
 BY2108
 BY2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR526033(NAD 83)
 BY2108_MARKER: DB = BENCH MARK DISK
 BY2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2108_STAMPING: V 85 1932
 BY2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2108+STABILITY: SURFACE MOTION
 BY2108
 BY2108  HISTORY     - Date     Condition        Report By
 BY2108  HISTORY     - 1932     MONUMENTED       CGS
 BY2108  HISTORY     - 1960     GOOD             NGS
 BY2108
 BY2108                          STATION DESCRIPTION
 BY2108
 BY2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2108'1.95 MI NW FROM ELKHART.
 BY2108'ABOUT 1.95 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY2108'THE STATION AT ELKHART, 9 POLES EAST OF MILEPOST 10, 161 FEET NORTH OF
 BY2108'THE NORTH EDGE OF TRESTLE NO. 10.3, 164 FEET NORTH OF THE NORTH RAIL,
 BY2108'28 FEET WEST OF A FENCE, 87 FEET NORTH OF A FENCE CORNER, 20 FEET WEST
 BY2108'OF THE CENTER LINE OF A DIM TRACK ROAD, ABOUT 8 FEET BELOW THE LEVEL
 BY2108'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0719 ***********************************************************************
 AX0719  DESIGNATION -  V 852
 AX0719  PID         -  AX0719
 AX0719  STATE/COUNTY-  TX/JACKSON
 AX0719  USGS QUAD   -  GANADO NE (1981)
 AX0719
 AX0719                         *CURRENT SURVEY CONTROL
 AX0719  ___________________________________________________________________
 AX0719* NAD 83(1986)-  29 10 00.     (N)    096 32 46.     (W)     SCALED    
 AX0719* NAVD 88     -        28.15   (+/-2cm)      92.4    (feet)  VERTCON   
 AX0719  ___________________________________________________________________
 AX0719  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0719
 AX0719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0719
 AX0719.The horizontal coordinates were scaled from a topographic map and have
 AX0719.an estimated accuracy of +/- 6 seconds.
 AX0719
 AX0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0719.The vertical order pertains to the NGVD 29 superseded value.
 AX0719
 AX0719.The geoid height was determined by GEOID03.
 AX0719
 AX0719;                    North         East    Units  Estimated Accuracy
 AX0719;SPC TXSC     - 4,150,270.      838,670.      MT  (+/- 180 meters Scaled)
 AX0719
 AX0719                          SUPERSEDED SURVEY CONTROL
 AX0719
 AX0719  NGVD 29 (??/??/92)   28.159  (m)           92.39   (f) ADJ UNCH    2 0
 AX0719
 AX0719.Superseded values are not recommended for survey control.
 AX0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0719.See file dsdata.txt to determine how the superseded data were derived.
 AX0719
 AX0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT386289(NAD 83)
 AX0719_MARKER: DB = BENCH MARK DISK
 AX0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0719_STAMPING: V 852 1943
 AX0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0719+STABILITY: SURFACE MOTION
 AX0719
 AX0719  HISTORY     - Date     Condition        Report By
 AX0719  HISTORY     - 1943     MONUMENTED       CGS
 AX0719  HISTORY     - 1972     GOOD             NGS
 AX0719
 AX0719                          STATION DESCRIPTION
 AX0719
 AX0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0719'10.3 MI N FROM GANADO.
 AX0719'ABOUT 10.3 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0719'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, 0.45 MILE NORTH OF THE ROAD
 AX0719'BRIDGE OVER SANDY CREEK, 25 FEET EAST OF THE CENTER LINE OF THE ROAD,
 AX0719'156 FEET SOUTH OF A POWER POLE, 1/2 FOOT WEST OF A FENCE, 1.0 FOOT
 AX0719'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 AX0719'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0904 ***********************************************************************
 AX0904  DESIGNATION -  V 853
 AX0904  PID         -  AX0904
 AX0904  STATE/COUNTY-  TX/JACKSON
 AX0904  USGS QUAD   -  CORDELE (1981)
 AX0904
 AX0904                         *CURRENT SURVEY CONTROL
 AX0904  ___________________________________________________________________
 AX0904* NAD 83(1986)-  29 09 29.     (N)    096 42 09.     (W)     SCALED    
 AX0904* NAVD 88     -        35.31   (+/-2cm)     115.8    (feet)  VERTCON   
 AX0904  ___________________________________________________________________
 AX0904  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0904
 AX0904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0904
 AX0904.The horizontal coordinates were scaled from a topographic map and have
 AX0904.an estimated accuracy of +/- 6 seconds.
 AX0904
 AX0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0904.The vertical order pertains to the NGVD 29 superseded value.
 AX0904
 AX0904.The geoid height was determined by GEOID03.
 AX0904
 AX0904;                    North         East    Units  Estimated Accuracy
 AX0904;SPC TXSC     - 4,149,010.      823,480.      MT  (+/- 180 meters Scaled)
 AX0904
 AX0904                          SUPERSEDED SURVEY CONTROL
 AX0904
 AX0904  NGVD 29 (??/??/92)   35.322  (m)          115.89   (f) ADJ UNCH    2 0
 AX0904
 AX0904.Superseded values are not recommended for survey control.
 AX0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0904.See file dsdata.txt to determine how the superseded data were derived.
 AX0904
 AX0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT234276(NAD 83)
 AX0904_MARKER: DB = BENCH MARK DISK
 AX0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0904_STAMPING: V 853 1943
 AX0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0904+STABILITY: SURFACE MOTION
 AX0904
 AX0904  HISTORY     - Date     Condition        Report By
 AX0904  HISTORY     - 1943     MONUMENTED       CGS
 AX0904  HISTORY     - 1972     GOOD             NGS
 AX0904
 AX0904                          STATION DESCRIPTION
 AX0904
 AX0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0904'5.4 MI NW FROM CORDELE.
 AX0904'ABOUT 1.0 MILE WEST ALONG CORDELE ROAD FROM THE METHODIST CHURCH AT
 AX0904'CORDELE, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 2.6 MILES
 AX0904'WEST ALONG A GRAVEL ROAD, THENCE 0.8 MILE NORTHWEST ALONG A GRAVEL
 AX0904'ROAD, AT A SHARP TURN IN THE ROAD, IN LINE WITH THE EXTENDED CENTER
 AX0904'LINE OF THE NORTHWEST-SOUTHEAST ROAD, 33 FEET NORTHWEST OF THE
 AX0904'EXTENDED CENTER LINE OF THE SOUTHWEST-NORTHEAST ROAD, 28 FEET
 AX0904'SOUTHWEST OF A FENCE CORNER, 2.3 FEET SOUTH OF THE SOUTHWEST GATE POST
 AX0904'FOR A WIRE GATE, 1.2 FEET SOUTHEAST OF A FENCE LINE, 1 FOOT NORTHEAST
 AX0904'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 AX0904'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 AX0904'NOTE-- MARK MAY BE REACHED FROM MORALES BY GOING 0.25 MILE EAST ALONG
 AX0904'OLD MORALES ROAD FROM THE MORALES BAPTIST CHURCH, THENCE 0.5 MILE
 AX0904'NORTH ALONG A BLACK TOP ROAD, THENCE 4.0 MILES NORTHEAST ALONG UPPER
 AX0904'CORDELE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0746 ***********************************************************************
 AX0746  DESIGNATION -  V 854
 AX0746  PID         -  AX0746
 AX0746  STATE/COUNTY-  TX/LAVACA
 AX0746  USGS QUAD   -  SHERIDAN (1981)
 AX0746
 AX0746                         *CURRENT SURVEY CONTROL
 AX0746  ___________________________________________________________________
 AX0746* NAD 83(1986)-  29 28 02.     (N)    096 40 20.     (W)     SCALED    
 AX0746* NAVD 88     -        69.42   (+/-2cm)     227.8    (feet)  VERTCON   
 AX0746  ___________________________________________________________________
 AX0746  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0746
 AX0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0746
 AX0746.The horizontal coordinates were scaled from a topographic map and have
 AX0746.an estimated accuracy of +/- 6 seconds.
 AX0746
 AX0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0746.The vertical order pertains to the NGVD 29 superseded value.
 AX0746
 AX0746.The geoid height was determined by GEOID03.
 AX0746
 AX0746;                    North         East    Units  Estimated Accuracy
 AX0746;SPC TXSC     - 4,183,330.      825,740.      MT  (+/- 180 meters Scaled)
 AX0746
 AX0746                          SUPERSEDED SURVEY CONTROL
 AX0746
 AX0746  NGVD 29 (??/??/92)   69.415  (m)          227.74   (f) ADJ UNCH    2 0
 AX0746
 AX0746.Superseded values are not recommended for survey control.
 AX0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0746.See file dsdata.txt to determine how the superseded data were derived.
 AX0746
 AX0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT257620(NAD 83)
 AX0746_MARKER: DB = BENCH MARK DISK
 AX0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0746_STAMPING: V 854 1943
 AX0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0746+STABILITY: SURFACE MOTION
 AX0746
 AX0746  HISTORY     - Date     Condition        Report By
 AX0746  HISTORY     - 1943     MONUMENTED       CGS
 AX0746  HISTORY     - 1966     GOOD             NGS
 AX0746
 AX0746                          STATION DESCRIPTION
 AX0746
 AX0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AX0746'1.8 MI S FROM SHERIDAN.
 AX0746'1.8 MILES SOUTH ALONG THE SHELL OIL CO. ROAD FROM THE POST OFFICE AT
 AX0746'SHERIDAN, SET AT A FENCE CORNER, 73 FEET NORTHWEST OF THE CENTER LINE
 AX0746'OF THE WEST END OF A WOODEN BRIDGE, 34 FEET WEST OF THE CENTER LINE OF
 AX0746'THE ROAD, 2 FEET SOUTH OF THE FENCE, 1.4 FEET EAST OF REFERENCE POST.
 AX0746'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2
 AX0746'FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS NOW 50 FEET WEST OF THE
 AX0746'CENTER LINE OF F.M. HIGHWAY 2921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1890 ***********************************************************************
 AX1890  DESIGNATION -  V 855
 AX1890  PID         -  AX1890
 AX1890  STATE/COUNTY-  TX/KARNES
 AX1890  USGS QUAD   -  ECLETO (1987)
 AX1890
 AX1890                         *CURRENT SURVEY CONTROL
 AX1890  ___________________________________________________________________
 AX1890* NAD 83(1986)-  29 00 12.     (N)    097 49 17.     (W)     SCALED    
 AX1890* NAVD 88     -        84.59   (+/-2cm)     277.5    (feet)  VERTCON   
 AX1890  ___________________________________________________________________
 AX1890  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AX1890
 AX1890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1890
 AX1890.The horizontal coordinates were scaled from a topographic map and have
 AX1890.an estimated accuracy of +/- 6 seconds.
 AX1890
 AX1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1890.The vertical order pertains to the NGVD 29 superseded value.
 AX1890
 AX1890.The geoid height was determined by GEOID03.
 AX1890
 AX1890;                    North         East    Units  Estimated Accuracy
 AX1890;SPC TXSC     - 4,130,250.      714,820.      MT  (+/- 180 meters Scaled)
 AX1890
 AX1890                          SUPERSEDED SURVEY CONTROL
 AX1890
 AX1890  NGVD 29 (??/??/92)   84.561  (m)          277.43   (f) ADJ UNCH    2 0
 AX1890
 AX1890.Superseded values are not recommended for survey control.
 AX1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1890.See file dsdata.txt to determine how the superseded data were derived.
 AX1890
 AX1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT147089(NAD 83)
 AX1890_MARKER: DB = BENCH MARK DISK
 AX1890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1890_SP_SET: CULVERT
 AX1890_STAMPING: V 855 1943
 AX1890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1890
 AX1890  HISTORY     - Date     Condition        Report By
 AX1890  HISTORY     - 1943     MONUMENTED       CGS
 AX1890
 AX1890                          STATION DESCRIPTION
 AX1890
 AX1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1890'3.6 MI N FROM HELENA.
 AX1890'TO REACH FROM THE FOUR CORNERS AT HELENA, PROCEED 3.6 MILES NORTHERLY
 AX1890'ALONG STATE HIGHWAY NO. 80 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1890'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF
 AX1890'THE WEST HEADWALL OF A 4X8 FOOT DOUBLE CONCRETE BOX CULVERT UNDER THE
 AX1890'HIGHWAY.  IT IS 0.2 MILE SOUTH OF THE INTERSECTION OF A DIRT CROSS
 AX1890'ROAD, 14.6 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE
 AX1890'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1891 ***********************************************************************
 AX1891  DESIGNATION -  V 855 RESET 1971
 AX1891  PID         -  AX1891
 AX1891  STATE/COUNTY-  TX/KARNES
 AX1891  USGS QUAD   -  ECLETO (1987)
 AX1891
 AX1891                         *CURRENT SURVEY CONTROL
 AX1891  ___________________________________________________________________
 AX1891* NAD 83(1986)-  29 00 12.     (N)    097 49 18.     (W)     SCALED    
 AX1891* NAVD 88     -        84.33   (+/-2cm)     276.7    (feet)  VERTCON   
 AX1891  ___________________________________________________________________
 AX1891  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AX1891
 AX1891  VERT ORDER  -  THIRD (See Below)
 AX1891
 AX1891.The horizontal coordinates were scaled from a topographic map and have
 AX1891.an estimated accuracy of +/- 6 seconds.
 AX1891
 AX1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1891.The vertical order pertains to the NGVD 29 superseded value.
 AX1891
 AX1891.The geoid height was determined by GEOID03.
 AX1891
 AX1891;                    North         East    Units  Estimated Accuracy
 AX1891;SPC TXSC     - 4,130,250.      714,800.      MT  (+/- 180 meters Scaled)
 AX1891
 AX1891                          SUPERSEDED SURVEY CONTROL
 AX1891
 AX1891  NGVD 29 (01/29/03)   84.30   (m)          276.6    (f) RESET       3  
 AX1891
 AX1891.Superseded values are not recommended for survey control.
 AX1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1891.See file dsdata.txt to determine how the superseded data were derived.
 AX1891
 AX1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT147089(NAD 83)
 AX1891_MARKER: DB = BENCH MARK DISK
 AX1891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1891_SP_SET: CULVERT
 AX1891_STAMPING: V 855 RESET 1971
 AX1891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1891+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1891
 AX1891  HISTORY     - Date     Condition        Report By
 AX1891  HISTORY     - 1971     MONUMENTED       TXHD
 AX1891  HISTORY     - 1972     GOOD             TXHD
 AX1891  HISTORY     - 20040917 GOOD             USPSQD
 AX1891  HISTORY     - 20050405 GOOD             USPSQD
 AX1891
 AX1891                          STATION DESCRIPTION
 AX1891
 AX1891'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1891'3.4 MI N FROM HELENA.
 AX1891'ABOUT 3.4 MILES NORTH ALONG STATE HIGHWAY 80 FROM FOUR CORNERS AT
 AX1891'HELENA, KARNES COUNTY, IN THE TOP OF THE HEADWALL OF A 4- BY 4- FOOT
 AX1891'DOUBLE CONCRETE BOX CULVERT UNDER THE HIGHWAY, 9 FEET FROM THE SOUTH
 AX1891'END OF THE WEST HEADWALL, 42.0 FEET WEST OF THE CENTER LINE OF THE
 AX1891'HIGHWAY, AND TWO FEET BELOW THE HIGHWAY.
 AX1891
 AX1891                          STATION RECOVERY (2004)
 AX1891
 AX1891'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1891'RECOVERED IN GOOD CONDITION.
 AX1891
 AX1891                          STATION RECOVERY (2005)
 AX1891
 AX1891'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1891'SET WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1640 ***********************************************************************
 AN1640  DESIGNATION -  V 858
 AN1640  PID         -  AN1640
 AN1640  STATE/COUNTY-  TX/KARNES
 AN1640  USGS QUAD   -  HELENA (1987)
 AN1640
 AN1640                         *CURRENT SURVEY CONTROL
 AN1640  ___________________________________________________________________
 AN1640* NAD 83(1986)-  28 57 55.     (N)    097 47 30.     (W)     SCALED    
 AN1640* NAVD 88     -        82.26   (+/-2cm)     269.9    (feet)  VERTCON   
 AN1640  ___________________________________________________________________
 AN1640  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AN1640
 AN1640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1640
 AN1640.The horizontal coordinates were scaled from a topographic map and have
 AN1640.an estimated accuracy of +/- 6 seconds.
 AN1640
 AN1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1640.The vertical order pertains to the NGVD 29 superseded value.
 AN1640
 AN1640.The geoid height was determined by GEOID03.
 AN1640
 AN1640;                    North         East    Units  Estimated Accuracy
 AN1640;SPC TXSC     - 4,126,060.      717,760.      MT  (+/- 180 meters Scaled)
 AN1640
 AN1640                          SUPERSEDED SURVEY CONTROL
 AN1640
 AN1640  NGVD 29 (??/??/92)   82.237  (m)          269.81   (f) ADJ UNCH    2 0
 AN1640
 AN1640.Superseded values are not recommended for survey control.
 AN1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1640.See file dsdata.txt to determine how the superseded data were derived.
 AN1640
 AN1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT177047(NAD 83)
 AN1640_MARKER: DB = BENCH MARK DISK
 AN1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1640_STAMPING: V 858 1943
 AN1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1640+STABILITY: SURFACE MOTION
 AN1640
 AN1640  HISTORY     - Date     Condition        Report By
 AN1640  HISTORY     - 1943     MONUMENTED       CGS
 AN1640
 AN1640                          STATION DESCRIPTION
 AN1640
 AN1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1640'0.3 MI SE FROM HELENA.
 AN1640'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE FOUR CORNERS AT
 AN1640'HELENA, KARNES COUNTY, THENCE ABOUT 2.4 MILES NORTHEAST ALONG A DIRT
 AN1640'ROAD.  ABOUT 0.1 MILE EAST OF A CURVE TO THE SOUTHWEST, ABOUT 0.2 MILE
 AN1640'WEST OF THE CROSSING OF A DEEP CREEK, 6.8 FEET SOUTH OF A 2-1/2-FOOT
 AN1640'OAK TREE IN THE RIGHT-OF-WAY, 18.6 FEET SOUTH OF THE CENTER LINE OF
 AN1640'THE ROAD, 2.9 FEET WEST OF A WHITE WOODEN WITNESS POST, 1.8 FEET SOUTH
 AN1640'OF THE SOUTH RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT HIGHER THAN THE
 AN1640'ROAD.  A STANDARD DISK, STAMPED V 858 1943 AND SET IN THE TOP OF A
 AN1640'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1969 ***********************************************************************
 AX1969  DESIGNATION -  V 859
 AX1969  PID         -  AX1969
 AX1969  STATE/COUNTY-  TX/GONZALES
 AX1969  USGS QUAD   -  SAMPLE (1987)
 AX1969
 AX1969                         *CURRENT SURVEY CONTROL
 AX1969  ___________________________________________________________________
 AX1969* NAD 83(1986)-  29 08 32.     (N)    097 34 23.     (W)     SCALED    
 AX1969* NAVD 88     -        97.84   (+/-2cm)     321.0    (feet)  VERTCON   
 AX1969  ___________________________________________________________________
 AX1969  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AX1969
 AX1969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1969
 AX1969.The horizontal coordinates were scaled from a topographic map and have
 AX1969.an estimated accuracy of +/- 6 seconds.
 AX1969
 AX1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1969.The vertical order pertains to the NGVD 29 superseded value.
 AX1969
 AX1969.The geoid height was determined by GEOID03.
 AX1969
 AX1969;                    North         East    Units  Estimated Accuracy
 AX1969;SPC TXSC     - 4,145,910.      738,830.      MT  (+/- 180 meters Scaled)
 AX1969
 AX1969                          SUPERSEDED SURVEY CONTROL
 AX1969
 AX1969  NGVD 29 (??/??/92)   97.817  (m)          320.92   (f) ADJ UNCH    2 0
 AX1969
 AX1969.Superseded values are not recommended for survey control.
 AX1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1969.See file dsdata.txt to determine how the superseded data were derived.
 AX1969
 AX1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT388245(NAD 83)
 AX1969_MARKER: DB = BENCH MARK DISK
 AX1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1969_STAMPING: V 859 1943
 AX1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1969+STABILITY: SURFACE MOTION
 AX1969
 AX1969  HISTORY     - Date     Condition        Report By
 AX1969  HISTORY     - 1943     MONUMENTED       CGS
 AX1969
 AX1969                          STATION DESCRIPTION
 AX1969
 AX1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1969'1.0 MI N FROM NOPAL.
 AX1969'TO REACH FROM THE POST OFFICE AT NOPAL, PROCEED 1.0 MILE NORTHEASTERLY
 AX1969'ALONG A DIRT ROAD TO A T FENCE ON THE NORTHWEST SIDE OF THE ROAD AND
 AX1969'SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE NORTHEAST OF THE NORTHWEST
 AX1969'END OF A DOUBLE TURN IN THE ROAD.  IT IS 0.2 MILE NORTHEAST OF THE
 AX1969'DEWITT - GONZALES COUNTY LINE, 23.3 FEET NORTHWEST OF AND ABOUT THE
 AX1969'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 4.0 FEET NORTH OF A T
 AX1969'FENCE CORNER POST AND 2.5 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN
 AX1969'MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0457 ***********************************************************************
 AX0457  DESIGNATION -  V 860
 AX0457  PID         -  AX0457
 AX0457  STATE/COUNTY-  TX/COLORADO
 AX0457  USGS QUAD   -  GARWOOD (1981)
 AX0457
 AX0457                         *CURRENT SURVEY CONTROL
 AX0457  ___________________________________________________________________
 AX0457* NAD 83(1986)-  29 26 09.     (N)    096 26 53.     (W)     SCALED    
 AX0457* NAVD 88     -        51.94   (+/-2cm)     170.4    (feet)  VERTCON   
 AX0457  ___________________________________________________________________
 AX0457  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0457
 AX0457  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0457
 AX0457.The horizontal coordinates were scaled from a topographic map and have
 AX0457.an estimated accuracy of +/- 6 seconds.
 AX0457
 AX0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0457.The vertical order pertains to the NGVD 29 superseded value.
 AX0457
 AX0457.The geoid height was determined by GEOID03.
 AX0457
 AX0457;                    North         East    Units  Estimated Accuracy
 AX0457;SPC TXSC     - 4,180,300.      847,560.      MT  (+/- 180 meters Scaled)
 AX0457
 AX0457                          SUPERSEDED SURVEY CONTROL
 AX0457
 AX0457  NGVD 29 (??/??/92)   51.930  (m)          170.37   (f) ADJ UNCH    2 0
 AX0457
 AX0457.Superseded values are not recommended for survey control.
 AX0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0457.See file dsdata.txt to determine how the superseded data were derived.
 AX0457
 AX0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT475589(NAD 83)
 AX0457_MARKER: DB = BENCH MARK DISK
 AX0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0457_SP_SET: LOCK WALL
 AX0457_STAMPING: V-860 1943
 AX0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0457
 AX0457  HISTORY     - Date     Condition        Report By
 AX0457  HISTORY     - 1943     MONUMENTED       CGS
 AX0457
 AX0457                          STATION DESCRIPTION
 AX0457
 AX0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0457'3.5 MI NW FROM GARWOOD.
 AX0457'0.6 MILE NORTH ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT GARWOOD,
 AX0457'THENCE 2.9 MILES NORTHWEST ALONG THE COUNTY ROAD, SET IN THE EAST
 AX0457'QUARTER OF THE ROAD CROSSING, IN THE SOUTHWEST CORNER OF THE SOUTHEAST
 AX0457'CONCRETE WALL OF THE CANAL LOCK, 32 FEET NORTHEAST OF THE CENTER-LINE
 AX0457'OF THE NORTHWEST AND SOUTHEAST ROAD, 16 FEET SOUTHEAST OF THE
 AX0457'CENTER-LINE OF THE NORTHEAST AND SOUTHWEST ROAD, 47 FEET SOUTH OF THE
 AX0457'CENTER-LINES OF THE 2 ROADS.  BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0933 ***********************************************************************
 AN0933  DESIGNATION -  V 861
 AN0933  PID         -  AN0933
 AN0933  STATE/COUNTY-  TX/GOLIAD
 AN0933  USGS QUAD   -  GOLIAD (1987)
 AN0933
 AN0933                         *CURRENT SURVEY CONTROL
 AN0933  ___________________________________________________________________
 AN0933* NAD 83(1986)-  28 38 07.     (N)    097 22 59.     (W)     SCALED    
 AN0933* NAVD 88     -        54.67   (+/-2cm)     179.4    (feet)  VERTCON   
 AN0933  ___________________________________________________________________
 AN0933  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0933
 AN0933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0933
 AN0933.The horizontal coordinates were scaled from a topographic map and have
 AN0933.an estimated accuracy of +/- 6 seconds.
 AN0933
 AN0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0933.The vertical order pertains to the NGVD 29 superseded value.
 AN0933
 AN0933.The geoid height was determined by GEOID03.
 AN0933
 AN0933;                    North         East    Units  Estimated Accuracy
 AN0933;SPC TXSC     - 4,089,970.      758,090.      MT  (+/- 180 meters Scaled)
 AN0933
 AN0933                          SUPERSEDED SURVEY CONTROL
 AN0933
 AN0933  NGVD 29 (??/??/92)   54.734  (m)          179.57   (f) ADJ UNCH    2 0
 AN0933
 AN0933.Superseded values are not recommended for survey control.
 AN0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0933.See file dsdata.txt to determine how the superseded data were derived.
 AN0933
 AN0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS580686(NAD 83)
 AN0933_MARKER: DB = BENCH MARK DISK
 AN0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0933_STAMPING: V 861 1943
 AN0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0933+STABILITY: SURFACE MOTION
 AN0933
 AN0933  HISTORY     - Date     Condition        Report By
 AN0933  HISTORY     - 1943     MONUMENTED       CGS
 AN0933
 AN0933                          STATION DESCRIPTION
 AN0933
 AN0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0933'2.5 MI S FROM GOLIAD.
 AN0933'2.5 MILES SOUTH ALONG A COUNTY ROAD FROM THE COURTHOUSE AT GOLIAD,
 AN0933'GOLIAD COUNTY, AT THE T-JUNCTION OF A ROAD LEADING EAST, 54 FEET EAST
 AN0933'OF THE CENTERLINE OF THE MAIN ROAD, 21 FEET NORTH OF THE CENTERLINE OF
 AN0933'THE SIDE ROAD, 6 FEET NORTHWEST OF A FENCE CORNER, 1.4 FEET SOUTHWEST
 AN0933'OF THE FENCE, AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST. A
 AN0933'STANDARD DISK, STAMPED V 861 1943 AND SET IN THE TOP OF A CONCRETE
 AN0933'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0934 ***********************************************************************
 AN0934  DESIGNATION -  V 861 RESET 1965
 AN0934  PID         -  AN0934
 AN0934  STATE/COUNTY-  TX/GOLIAD
 AN0934  USGS QUAD   -  GOLIAD (1987)
 AN0934
 AN0934                         *CURRENT SURVEY CONTROL
 AN0934  ___________________________________________________________________
 AN0934* NAD 83(1986)-  28 38 07.     (N)    097 23 11.     (W)     SCALED    
 AN0934* NAVD 88     -        54.67   (+/-2cm)     179.4    (feet)  VERTCON   
 AN0934  ___________________________________________________________________
 AN0934  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0934
 AN0934  VERT ORDER  -  THIRD (See Below)
 AN0934
 AN0934.The horizontal coordinates were scaled from a topographic map and have
 AN0934.an estimated accuracy of +/- 6 seconds.
 AN0934
 AN0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0934.The vertical order pertains to the NGVD 29 superseded value.
 AN0934
 AN0934.The geoid height was determined by GEOID03.
 AN0934
 AN0934;                    North         East    Units  Estimated Accuracy
 AN0934;SPC TXSC     - 4,089,970.      757,760.      MT  (+/- 180 meters Scaled)
 AN0934
 AN0934                          SUPERSEDED SURVEY CONTROL
 AN0934
 AN0934  NGVD 29 (01/29/03)   54.73   (m)          179.6    (f) RESET       3  
 AN0934
 AN0934.Superseded values are not recommended for survey control.
 AN0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0934.See file dsdata.txt to determine how the superseded data were derived.
 AN0934
 AN0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS577686(NAD 83)
 AN0934_MARKER: DB = BENCH MARK DISK
 AN0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0934_STAMPING: V 861 RESET 1965
 AN0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0934+STABILITY: SURFACE MOTION
 AN0934
 AN0934  HISTORY     - Date     Condition        Report By
 AN0934  HISTORY     - 1965     MONUMENTED       LOCENG
 AN0934  HISTORY     - 1966     GOOD             NGS
 AN0934
 AN0934                          STATION DESCRIPTION
 AN0934
 AN0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AN0934'2.5 MI SW FROM GOLIAD.
 AN0934'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 183 (U.S. 77 A) FROM THE
 AN0934'COURTHOUSE AT GOLIAD TO THE JUNCTION OF F.M. HIGHWAY 2825, (1.0 MILE
 AN0934'SOUTH OF THE SAN ANTONIO RIVER BRIDGE) THENCE 0.2 MILE WEST ALONG
 AN0934'HIGHWAY 2825, 52 FEET EAST OF THE CENTERLINE OF AN INTERSECTING COUNTY
 AN0934'ROAD, 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A
 AN0934'WHITE WOODEN WITNESS POST, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE
 AN0934'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0910 ***********************************************************************
 AN0910  DESIGNATION -  V 862
 AN0910  PID         -  AN0910
 AN0910  STATE/COUNTY-  TX/GOLIAD
 AN0910  USGS QUAD   -  LOTT LAKE (1987)
 AN0910
 AN0910                         *CURRENT SURVEY CONTROL
 AN0910  ___________________________________________________________________
 AN0910* NAD 83(1986)-  28 33 32.     (N)    097 10 39.     (W)     SCALED    
 AN0910* NAVD 88     -        29.97   (+/-2cm)      98.3    (feet)  VERTCON   
 AN0910  ___________________________________________________________________
 AN0910  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0910
 AN0910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0910
 AN0910.The horizontal coordinates were scaled from a topographic map and have
 AN0910.an estimated accuracy of +/- 6 seconds.
 AN0910
 AN0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0910.The vertical order pertains to the NGVD 29 superseded value.
 AN0910
 AN0910.The geoid height was determined by GEOID03.
 AN0910
 AN0910;                    North         East    Units  Estimated Accuracy
 AN0910;SPC TXSC     - 4,081,800.      778,320.      MT  (+/- 180 meters Scaled)
 AN0910
 AN0910                          SUPERSEDED SURVEY CONTROL
 AN0910
 AN0910  NGVD 29 (??/??/92)   30.090  (m)           98.72   (f) ADJ UNCH    2 0
 AN0910
 AN0910.Superseded values are not recommended for survey control.
 AN0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0910.See file dsdata.txt to determine how the superseded data were derived.
 AN0910
 AN0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS782604(NAD 83)
 AN0910_MARKER: DB = BENCH MARK DISK
 AN0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0910_STAMPING: V 862 1943
 AN0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0910+STABILITY: SURFACE MOTION
 AN0910
 AN0910  HISTORY     - Date     Condition        Report By
 AN0910  HISTORY     - 1943     MONUMENTED       CGS
 AN0910  HISTORY     - 1962     GOOD             USGS
 AN0910
 AN0910                          STATION DESCRIPTION
 AN0910
 AN0910'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AN0910'16.4 MI SE FROM GOLIAD.
 AN0910'GOLIAD, 2.5 MI. S. OF JCT. OF U. S. HWY. 59 AND 77A TO CROSSROADS.
 AN0910'THENCE 12.0 MI. SE ALONG COUNTY ROAD TO CROSSROADS.  THENCE 1.9 MI. SE
 AN0910'ALONG OLD COUNTY ROAD TO T RD. SW.  28 FT. S. AND 9 FT. OF T RD. 2.0
 AN0910'FT. NE OF FENCE LINE.  A STANDARD TABLET SET IN TOP OF CONCRETE POST
 AN0910'FLUSH WITH GROUND.  STAMPED V 862 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1502 ***********************************************************************
 AN1502  DESIGNATION -  V 863
 AN1502  PID         -  AN1502
 AN1502  STATE/COUNTY-  TX/BEE
 AN1502  USGS QUAD   -  PAPALOTE (1979)
 AN1502
 AN1502                         *CURRENT SURVEY CONTROL
 AN1502  ___________________________________________________________________
 AN1502* NAD 83(1986)-  28 08 41.     (N)    097 35 03.     (W)     SCALED    
 AN1502* NAVD 88     -        27.07   (+/-2cm)      88.8    (feet)  VERTCON   
 AN1502  ___________________________________________________________________
 AN1502  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1502
 AN1502  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1502
 AN1502.The horizontal coordinates were scaled from a topographic map and have
 AN1502.an estimated accuracy of +/- 6 seconds.
 AN1502
 AN1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1502.The vertical order pertains to the NGVD 29 superseded value.
 AN1502
 AN1502.The geoid height was determined by GEOID03.
 AN1502
 AN1502;                    North         East    Units  Estimated Accuracy
 AN1502;SPC TXSC     - 4,035,360.      739,090.      MT  (+/- 180 meters Scaled)
 AN1502
 AN1502                          SUPERSEDED SURVEY CONTROL
 AN1502
 AN1502  NGVD 29 (??/??/92)   27.180  (m)           89.17   (f) ADJ UNCH    1 2
 AN1502
 AN1502.Superseded values are not recommended for survey control.
 AN1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1502.See file dsdata.txt to determine how the superseded data were derived.
 AN1502
 AN1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS390140(NAD 83)
 AN1502_MARKER: DB = BENCH MARK DISK
 AN1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1502_STAMPING: V-863 1943
 AN1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1502+STABILITY: SURFACE MOTION
 AN1502
 AN1502  HISTORY     - Date     Condition        Report By
 AN1502  HISTORY     - 1943     MONUMENTED       CGS
 AN1502  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1502
 AN1502                          STATION DESCRIPTION
 AN1502
 AN1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1502'8.7 MI NW FROM SINTON.
 AN1502'8.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1502'STATION AT SINTON, SET ON THE SOUTHWEST SIDE OF THE TRACK FROM THE
 AN1502'2ND. POLE NORTHWEST OF MILEPOST NO. 114, 41.8 FEET SOUTHWEST OF THE
 AN1502'SOUTHWEST RAIL OF THE TRACK, 36 FEET NORTHEAST OF THE CENTER-LINE OF
 AN1502'U.S. HIGHWAY NO. 181, 2 FEET NORTHWEST OF REFERENCE POST.  BENCH MARK
 AN1502'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FOOT ABOVE THE
 AN1502'GROUND.
 AN1502
 AN1502                          STATION RECOVERY (1981)
 AN1502
 AN1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1502'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1503 ***********************************************************************
 AN1503  DESIGNATION -  V 863 RESET 1960
 AN1503  PID         -  AN1503
 AN1503  STATE/COUNTY-  TX/BEE
 AN1503  USGS QUAD   -  PAPALOTE (1979)
 AN1503
 AN1503                         *CURRENT SURVEY CONTROL
 AN1503  ___________________________________________________________________
 AN1503* NAD 83(1986)-  28 08 41.     (N)    097 35 03.     (W)     SCALED    
 AN1503* NAVD 88     -        26.80   (+/-2cm)      87.9    (feet)  VERTCON   
 AN1503  ___________________________________________________________________
 AN1503  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1503
 AN1503  VERT ORDER  -  THIRD (See Below)
 AN1503
 AN1503.The horizontal coordinates were scaled from a topographic map and have
 AN1503.an estimated accuracy of +/- 6 seconds.
 AN1503
 AN1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1503.The vertical order pertains to the NGVD 29 superseded value.
 AN1503
 AN1503.The geoid height was determined by GEOID03.
 AN1503
 AN1503;                    North         East    Units  Estimated Accuracy
 AN1503;SPC TXSC     - 4,035,360.      739,090.      MT  (+/- 180 meters Scaled)
 AN1503
 AN1503                          SUPERSEDED SURVEY CONTROL
 AN1503
 AN1503  NGVD 29 (01/29/03)   26.91   (m)           88.3    (f) RESET       3  
 AN1503
 AN1503.Superseded values are not recommended for survey control.
 AN1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1503.See file dsdata.txt to determine how the superseded data were derived.
 AN1503
 AN1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS390140(NAD 83)
 AN1503_MARKER: DB = BENCH MARK DISK
 AN1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1503_STAMPING: V 863 RESET 1960
 AN1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1503+STABILITY: SURFACE MOTION
 AN1503
 AN1503  HISTORY     - Date     Condition        Report By
 AN1503  HISTORY     - 1960     MONUMENTED       TXHD
 AN1503  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1503
 AN1503                          STATION DESCRIPTION
 AN1503
 AN1503'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 AN1503'8.7 MI NW FROM SINTON.
 AN1503'IN BEE COUNTY, ABOUT 8.7 MILES NORTHWEST ALONG THE TEXAS AND NEW
 AN1503'ORLEANS RAILROAD FROM THE STATION AT SINTON, SAN PATRICIO COUNTY,
 AN1503'ABOUT 2 POLES NORTHWEST OF MILEPOST 114, 36.5 FEET SOUTHWEST OF THE
 AN1503'SOUTHWEST RAIL, 40.3 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 AN1503'181, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AN1503
 AN1503                          STATION RECOVERY (1981)
 AN1503
 AN1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1503'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1448 ***********************************************************************
 AN1448  DESIGNATION -  V 864
 AN1448  PID         -  AN1448
 AN1448  STATE/COUNTY-  TX/REFUGIO
 AN1448  USGS QUAD   -  REFUGIO SW (1978)
 AN1448
 AN1448                         *CURRENT SURVEY CONTROL
 AN1448  ___________________________________________________________________
 AN1448* NAD 83(1986)-  28 17 42.     (N)    097 22 36.     (W)     SCALED    
 AN1448* NAVD 88     -        20.33   (+/-2cm)      66.7    (feet)  VERTCON   
 AN1448  ___________________________________________________________________
 AN1448  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1448
 AN1448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1448
 AN1448.The horizontal coordinates were scaled from a topographic map and have
 AN1448.an estimated accuracy of +/- 6 seconds.
 AN1448
 AN1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1448.The vertical order pertains to the NGVD 29 superseded value.
 AN1448
 AN1448.The geoid height was determined by GEOID03.
 AN1448
 AN1448;                    North         East    Units  Estimated Accuracy
 AN1448;SPC TXSC     - 4,052,270.      759,240.      MT  (+/- 180 meters Scaled)
 AN1448
 AN1448                          SUPERSEDED SURVEY CONTROL
 AN1448
 AN1448  NGVD 29 (??/??/92)   20.47   (m)           67.2    (f) COMPUTED    2 0
 AN1448
 AN1448.Superseded values are not recommended for survey control.
 AN1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1448.See file dsdata.txt to determine how the superseded data were derived.
 AN1448
 AN1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS591309(NAD 83)
 AN1448_MARKER: DB = BENCH MARK DISK
 AN1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1448_STAMPING: V 864 1943
 AN1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1448+STABILITY: SURFACE MOTION
 AN1448
 AN1448  HISTORY     - Date     Condition        Report By
 AN1448  HISTORY     - 1943     MONUMENTED       CGS
 AN1448  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1448  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1448
 AN1448                          STATION DESCRIPTION
 AN1448
 AN1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1448'4.7 MI NW FROM WOODSBORO.
 AN1448'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE MISSOURI PACIFIC
 AN1448'RAILROAD STATION AT WOODSBORO, REFUGIO COUNTY, THENCE 4.4 MILES
 AN1448'NORTHWEST ALONG A COUNTY ROAD.  52 FEET SOUTHWEST OF THE CENTERLINE OF
 AN1448'THE ROAD, 4.8 FEET SOUTHEAST OF A SOUTHEAST GATEPOST, 1 FOOT SOUTHWEST
 AN1448'OF A FENCE, AND 1.8 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST. A
 AN1448'STANDARD DISK, STAMPED V 864 1943 AND SET IN THE TOP OF A CONCRETE
 AN1448'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1448
 AN1448                          STATION RECOVERY (1994)
 AN1448
 AN1448'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1448'MARK NOT FOUND.
 AN1448
 AN1448                          STATION RECOVERY (1999)
 AN1448
 AN1448'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4750 ***********************************************************************
 AW4750  DESIGNATION -  V 865
 AW4750  PID         -  AW4750
 AW4750  STATE/COUNTY-  TX/FORT BEND
 AW4750  USGS QUAD   -  SUGAR LAND (1995)
 AW4750
 AW4750                         *CURRENT SURVEY CONTROL
 AW4750  ___________________________________________________________________
 AW4750* NAD 83(1986)-  29 31 59.     (N)    095 40 06.     (W)     SCALED    
 AW4750* NAVD 88     -        23.98   (+/-2cm)      78.7    (feet)  VERTCON   
 AW4750  ___________________________________________________________________
 AW4750  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW4750
 AW4750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4750
 AW4750.The horizontal coordinates were scaled from a topographic map and have
 AW4750.an estimated accuracy of +/- 6 seconds.
 AW4750
 AW4750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4750.The vertical order pertains to the NGVD 29 superseded value.
 AW4750
 AW4750.The geoid height was determined by GEOID03.
 AW4750
 AW4750;                    North         East    Units  Estimated Accuracy
 AW4750;SPC TXSC     - 4,192,970.      922,870.      MT  (+/- 180 meters Scaled)
 AW4750
 AW4750                          SUPERSEDED SURVEY CONTROL
 AW4750
 AW4750  NGVD 29 (??/??/92)   23.978  (m)           78.67   (f) ADJ UNCH    2 0
 AW4750
 AW4750.Superseded values are not recommended for survey control.
 AW4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4750.See file dsdata.txt to determine how the superseded data were derived.
 AW4750
 AW4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN414700(NAD 83)
 AW4750_MARKER: DB = BENCH MARK DISK
 AW4750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4750_STAMPING: V 865 1943
 AW4750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4750+STABILITY: SURFACE MOTION
 AW4750
 AW4750  HISTORY     - Date     Condition        Report By
 AW4750  HISTORY     - 1943     MONUMENTED       CGS
 AW4750  HISTORY     - 1969     MARK NOT FOUND   USGS
 AW4750  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4750  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4750
 AW4750                          STATION DESCRIPTION
 AW4750
 AW4750'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4750'1.0 MI W FROM BOOTH.
 AW4750'1.0 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4750'STATION AT BOOTH, FORT BEND COUNTY, OPPOSITE MILE POLE 56, 125 FEET
 AW4750'EAST OF A SIDE ROAD LEADING NORTH, 120 FEET NORTH OF THE TRACK, 59.3
 AW4750'FEET NORTH OF THE CENTERLINE OF A PAVED ROAD PARALLELING THE TRACK,
 AW4750'1.3 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS
 AW4750'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT
 AW4750'ABOVE GROUND.
 AW4750
 AW4750                          STATION RECOVERY (1969)
 AW4750
 AW4750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AW4750'MARK NOT FOUND.
 AW4750
 AW4750                          STATION RECOVERY (1993)
 AW4750
 AW4750'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4750'MARK NOT FOUND.
 AW4750
 AW4750                          STATION RECOVERY (1998)
 AW4750
 AW4750'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1715 ***********************************************************************
 AX1715  DESIGNATION -  V 866
 AX1715  PID         -  AX1715
 AX1715  STATE/COUNTY-  TX/DE WITT
 AX1715  USGS QUAD   -  TERRYVILLE (1987)
 AX1715
 AX1715                         *CURRENT SURVEY CONTROL
 AX1715  ___________________________________________________________________
 AX1715* NAD 83(1986)-  29 10 50.     (N)    097 05 12.     (W)     SCALED    
 AX1715* NAVD 88     -        68.68   (+/-2cm)     225.3    (feet)  VERTCON   
 AX1715  ___________________________________________________________________
 AX1715  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX1715
 AX1715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1715
 AX1715.The horizontal coordinates were scaled from a topographic map and have
 AX1715.an estimated accuracy of +/- 6 seconds.
 AX1715
 AX1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1715.The vertical order pertains to the NGVD 29 superseded value.
 AX1715
 AX1715.The geoid height was determined by GEOID03.
 AX1715
 AX1715;                    North         East    Units  Estimated Accuracy
 AX1715;SPC TXSC     - 4,150,830.      786,080.      MT  (+/- 180 meters Scaled)
 AX1715
 AX1715                          SUPERSEDED SURVEY CONTROL
 AX1715
 AX1715  NGVD 29 (??/??/92)   68.69   (m)          225.4    (f) COMPUTED    2 0
 AX1715
 AX1715.Superseded values are not recommended for survey control.
 AX1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1715.See file dsdata.txt to determine how the superseded data were derived.
 AX1715
 AX1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT860295(NAD 83)
 AX1715_MARKER: DB = BENCH MARK DISK
 AX1715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1715_SP_SET: CULVERT
 AX1715_STAMPING: V 866 1943
 AX1715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1715
 AX1715  HISTORY     - Date     Condition        Report By
 AX1715  HISTORY     - 1943     MONUMENTED       CGS
 AX1715
 AX1715                          STATION DESCRIPTION
 AX1715
 AX1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1715'7.0 MI SW FROM HOPE.
 AX1715'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 7.0 MILES WESTERLY
 AX1715'ALONG THE HOPE-STRATTON ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT
 AX1715'A GRAVEL AND ASPHALT ROAD INTERSECTION, ON THE OUTSIDE OF A RIGHT
 AX1715'ANGLE CURVE IN THE ASPHALT ROAD.  IT IS 30.0 FEET WEST OF THE
 AX1715'CENTERLINE OF THE ASPHALT ROAD, 15.0 FEET SOUTHEAST OF AND ABOUT 1.0
 AX1715'FOOT ABOVE THE CENTERLINE OF THE GRAVEL ROAD LEADING SOUTHWEST TO
 AX1715'STRATTON, AND SET HORIZONTALLY IN THE NORTHEAST END OF THE SOUTHEAST
 AX1715'HEADWALL OF A CONCRETE CULVERT UNDER THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1716 ***********************************************************************
 AX1716  DESIGNATION -  V 866 RESET 1953
 AX1716  PID         -  AX1716
 AX1716  STATE/COUNTY-  TX/DE WITT
 AX1716  USGS QUAD   -  TERRYVILLE (1987)
 AX1716
 AX1716                         *CURRENT SURVEY CONTROL
 AX1716  ___________________________________________________________________
 AX1716* NAD 83(1986)-  29 10 49.     (N)    097 05 12.     (W)     SCALED    
 AX1716* NAVD 88     -        68.64   (+/-2cm)     225.2    (feet)  VERTCON   
 AX1716  ___________________________________________________________________
 AX1716  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX1716
 AX1716  VERT ORDER  -  THIRD (See Below)
 AX1716
 AX1716.The horizontal coordinates were scaled from a topographic map and have
 AX1716.an estimated accuracy of +/- 6 seconds.
 AX1716
 AX1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1716.The vertical order pertains to the NGVD 29 superseded value.
 AX1716
 AX1716.The geoid height was determined by GEOID03.
 AX1716
 AX1716;                    North         East    Units  Estimated Accuracy
 AX1716;SPC TXSC     - 4,150,800.      786,080.      MT  (+/- 180 meters Scaled)
 AX1716
 AX1716                          SUPERSEDED SURVEY CONTROL
 AX1716
 AX1716  NGVD 29 (01/29/03)   68.65   (m)          225.2    (f) RESET       3  
 AX1716
 AX1716.Superseded values are not recommended for survey control.
 AX1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1716.See file dsdata.txt to determine how the superseded data were derived.
 AX1716
 AX1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT860294(NAD 83)
 AX1716_MARKER: DB = BENCH MARK DISK
 AX1716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1716_SP_SET: CULVERT
 AX1716_STAMPING: V 866 RESET 1953
 AX1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1716
 AX1716  HISTORY     - Date     Condition        Report By
 AX1716  HISTORY     - 1953     MONUMENTED       TXHD
 AX1716  HISTORY     - 1961     GOOD             NGS
 AX1716
 AX1716                          STATION DESCRIPTION
 AX1716
 AX1716'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AX1716'7.0 MI SW FROM HOPE.
 AX1716'7.0 MILES SOUTHWEST ALONG THE HOPE-STRATTON ROAD FROM THE BAPTIST
 AX1716'CHURCH AT HOPE, DE WITT COUNTY, AT AN ASPHALT-ROAD INTERSECTION, AT
 AX1716'THE OUTSIDE OF A RIGHT-ANGLE CURVE IN THE ASPHALT ROAD, 33 FEET WEST
 AX1716'OF THE CENTER LINE OF THE ASPHALT ROAD, 18.5 FEET SOUTHWEST OF THE
 AX1716'CENTER LINE OF THE STRATTON ROAD, AT A CONCRETE CULVERT UNDER THE
 AX1716'STRATTON ROAD, IN THE CENTER OF THE SOUTHEAST HEAD WALL, AND ABOUT 1.5
 AX1716'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED V 866 RESET 1953.
 AX1716
 AX1716                          STATION RECOVERY (1961)
 AX1716
 AX1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AX1716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0785 ***********************************************************************
 AX0785  DESIGNATION -  V 867
 AX0785  PID         -  AX0785
 AX0785  STATE/COUNTY-  TX/LAVACA
 AX0785  USGS QUAD   -  EZZELL (1981)
 AX0785
 AX0785                         *CURRENT SURVEY CONTROL
 AX0785  ___________________________________________________________________
 AX0785* NAD 83(1986)-  29 17 30.     (N)    096 58 59.     (W)     SCALED    
 AX0785* NAVD 88     -        61.48   (+/-2cm)     201.7    (feet)  VERTCON   
 AX0785  ___________________________________________________________________
 AX0785  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0785
 AX0785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0785
 AX0785.The horizontal coordinates were scaled from a topographic map and have
 AX0785.an estimated accuracy of +/- 6 seconds.
 AX0785
 AX0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0785.The vertical order pertains to the NGVD 29 superseded value.
 AX0785
 AX0785.The geoid height was determined by GEOID03.
 AX0785
 AX0785;                    North         East    Units  Estimated Accuracy
 AX0785;SPC TXSC     - 4,163,310.      795,940.      MT  (+/- 180 meters Scaled)
 AX0785
 AX0785                          SUPERSEDED SURVEY CONTROL
 AX0785
 AX0785  NGVD 29 (??/??/92)   61.484  (m)          201.72   (f) ADJ UNCH    2 0
 AX0785
 AX0785.Superseded values are not recommended for survey control.
 AX0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0785.See file dsdata.txt to determine how the superseded data were derived.
 AX0785
 AX0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT959419(NAD 83)
 AX0785_MARKER: DB = BENCH MARK DISK
 AX0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0785_STAMPING: V 867 1943
 AX0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0785+STABILITY: SURFACE MOTION
 AX0785
 AX0785  HISTORY     - Date     Condition        Report By
 AX0785  HISTORY     - 1943     MONUMENTED       CGS
 AX0785  HISTORY     - 1966     GOOD             USGS
 AX0785  HISTORY     - 19970607 GOOD             USPSQD
 AX0785
 AX0785                          STATION DESCRIPTION
 AX0785
 AX0785'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0785'1.8 MI SE FROM KOERTH.
 AX0785'1.8 MILES SOUTHEAST ALONG FARM-TO-MARKET ROAD 531 FROM THE CATHOLIC
 AX0785'CHURCH AT KOERTH, LAVACA COUNTY, 0.9 MILES SOUTHEAST OF THE JUNCTION
 AX0785'OF A ROAD LEADING SOUTH TO HOPE, ON THE OUTSIDE OF A LEFT CURVE, 220
 AX0785'FEET SOUTH OF THE ROAD, 9.5 FEET WEST OF A FENCE CORNER, 3 FEET NORTH
 AX0785'OF A FENCE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A
 AX0785'STANDARD DISK STAMPED V 867 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX0785'PROJECTING 0.4 FEET ABOVE GROUND.
 AX0785
 AX0785                          STATION RECOVERY (1997)
 AX0785
 AX0785'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0773 ***********************************************************************
 AX0773  DESIGNATION -  V 868
 AX0773  PID         -  AX0773
 AX0773  STATE/COUNTY-  TX/LAVACA
 AX0773  USGS QUAD   -  MORALES (1981)
 AX0773
 AX0773                         *CURRENT SURVEY CONTROL
 AX0773  ___________________________________________________________________
 AX0773* NAD 83(1986)-  29 14 37.     (N)    096 51 08.     (W)     SCALED    
 AX0773* NAVD 88     -        40.07   (+/-2cm)     131.5    (feet)  VERTCON   
 AX0773  ___________________________________________________________________
 AX0773  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0773
 AX0773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0773
 AX0773.The horizontal coordinates were scaled from a topographic map and have
 AX0773.an estimated accuracy of +/- 6 seconds.
 AX0773
 AX0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0773.The vertical order pertains to the NGVD 29 superseded value.
 AX0773
 AX0773.The geoid height was determined by GEOID03.
 AX0773
 AX0773;                    North         East    Units  Estimated Accuracy
 AX0773;SPC TXSC     - 4,158,210.      808,750.      MT  (+/- 180 meters Scaled)
 AX0773
 AX0773                          SUPERSEDED SURVEY CONTROL
 AX0773
 AX0773  NGVD 29 (??/??/92)   40.090  (m)          131.53   (f) ADJ UNCH    2 0
 AX0773
 AX0773.Superseded values are not recommended for survey control.
 AX0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0773.See file dsdata.txt to determine how the superseded data were derived.
 AX0773
 AX0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT087368(NAD 83)
 AX0773_MARKER: DB = BENCH MARK DISK
 AX0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0773_STAMPING: V 868 1943
 AX0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0773+STABILITY: SURFACE MOTION
 AX0773
 AX0773  HISTORY     - Date     Condition        Report By
 AX0773  HISTORY     - 1943     MONUMENTED       CGS
 AX0773
 AX0773                          STATION DESCRIPTION
 AX0773
 AX0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0773'4.15 MI SE FROM EZZELL.
 AX0773'TO REACH FROM THE SCHOOL AT EZZELL-- PROCEED 4.15 MILES SOUTHEASTERLY
 AX0773'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE
 AX0773'SOUTH OF THE CENTER OF A STEEL BRIDGE OVER LAVACA RIVER, AND 20.0 FEET
 AX0773'EAST OF AND ABOUT 4.0 FEET ABOVE THE CENTERLINE OF ROAD. IT IS 14.0
 AX0773'FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD LEADING EAST TO A FRAME
 AX0773'HOUSE, 8.0 FEET WEST-NORTHWEST OF A 12-INCH OAK TREE, AND 3.0 FEET
 AX0773'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AX0773'STAMPED V 868 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0871 ***********************************************************************
 AX0871  DESIGNATION -  V 869
 AX0871  PID         -  AX0871
 AX0871  STATE/COUNTY-  TX/JACKSON
 AX0871  USGS QUAD   -  PECK BRANCH (1981)
 AX0871
 AX0871                         *CURRENT SURVEY CONTROL
 AX0871  ___________________________________________________________________
 AX0871* NAD 83(1986)-  29 03 58.     (N)    096 53 36.     (W)     SCALED    
 AX0871* NAVD 88     -        33.91   (+/-2cm)     111.3    (feet)  VERTCON   
 AX0871  ___________________________________________________________________
 AX0871  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0871
 AX0871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0871
 AX0871.The horizontal coordinates were scaled from a topographic map and have
 AX0871.an estimated accuracy of +/- 6 seconds.
 AX0871
 AX0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0871.The vertical order pertains to the NGVD 29 superseded value.
 AX0871
 AX0871.The geoid height was determined by GEOID03.
 AX0871
 AX0871;                    North         East    Units  Estimated Accuracy
 AX0871;SPC TXSC     - 4,138,470.      805,100.      MT  (+/- 180 meters Scaled)
 AX0871
 AX0871                          SUPERSEDED SURVEY CONTROL
 AX0871
 AX0871  NGVD 29 (??/??/92)   33.943  (m)          111.36   (f) ADJ UNCH    2 0
 AX0871
 AX0871.Superseded values are not recommended for survey control.
 AX0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0871.See file dsdata.txt to determine how the superseded data were derived.
 AX0871
 AX0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT050171(NAD 83)
 AX0871_MARKER: DB = BENCH MARK DISK
 AX0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0871_STAMPING: V 869 1943
 AX0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0871+STABILITY: SURFACE MOTION
 AX0871
 AX0871  HISTORY     - Date     Condition        Report By
 AX0871  HISTORY     - 1943     MONUMENTED       CGS
 AX0871
 AX0871                          STATION DESCRIPTION
 AX0871
 AX0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0871'9.45 MI W FROM NAVIDAD.
 AX0871'TO REACH FROM THE SCHOOL AT NAVIDAD-- PROCEED 9.45 MILES WESTERLY
 AX0871'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE
 AX0871'NORTHWEST OF A RIGHT ANGLE CURVE TO THE NORTHEAST, AND ABOUT 365.0
 AX0871'FEET NORTHWEST OF A SMALL RAVINE.  IT IS 19.5 FEET SOUTHWEST OF AND
 AX0871'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 18.5 FEET
 AX0871'SOUTHEAST OF A FENCE, 14.0 FEET SOUTHEAST OF THE CENTERLINE OF A WIRE
 AX0871'GATE, 1.0 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET
 AX0871'SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AX0871'FOOT.  NOTE-- BENCH MARK IS ALSO 16.15 MILES SOUTHEAST OF HOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1188 ***********************************************************************
 AN1188  DESIGNATION -  V 870
 AN1188  PID         -  AN1188
 AN1188  STATE/COUNTY-  TX/VICTORIA
 AN1188  USGS QUAD   -  VICTORIA WEST (1987)
 AN1188
 AN1188                         *CURRENT SURVEY CONTROL
 AN1188  ___________________________________________________________________
 AN1188* NAD 83(1986)-  28 49 39.     (N)    097 00 18.     (W)     SCALED    
 AN1188* NAVD 88     -        29.12   (+/-2cm)      95.5    (feet)  VERTCON   
 AN1188  ___________________________________________________________________
 AN1188  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN1188
 AN1188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1188
 AN1188.The horizontal coordinates were scaled from a topographic map and have
 AN1188.an estimated accuracy of +/- 6 seconds.
 AN1188
 AN1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1188.The vertical order pertains to the NGVD 29 superseded value.
 AN1188
 AN1188.The geoid height was determined by GEOID03.
 AN1188
 AN1188;                    North         East    Units  Estimated Accuracy
 AN1188;SPC TXSC     - 4,111,840.      794,680.      MT  (+/- 180 meters Scaled)
 AN1188
 AN1188                          SUPERSEDED SURVEY CONTROL
 AN1188
 AN1188  NGVD 29 (??/??/92)   29.20   (m)           95.8    (f) COMPUTED    2 0
 AN1188
 AN1188.Superseded values are not recommended for survey control.
 AN1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1188.See file dsdata.txt to determine how the superseded data were derived.
 AN1188
 AN1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS946905(NAD 83)
 AN1188_MARKER: DB = BENCH MARK DISK
 AN1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1188_STAMPING: V 870 1943
 AN1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1188+STABILITY: SURFACE MOTION
 AN1188
 AN1188  HISTORY     - Date     Condition        Report By
 AN1188  HISTORY     - 1943     MONUMENTED       CGS
 AN1188  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1188
 AN1188                          STATION DESCRIPTION
 AN1188
 AN1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1188'1.6 MI N FROM VICTORIA.
 AN1188'1.6 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1188'CROSSING OF U.S. HIGHWAY 59, AT VICTORIA, VICTORIA COUNTY, 5.5 FEET
 AN1188'EAST OF MILEPOST 29, AT A DIRT-ROAD CROSSING, 38.5 FEET EAST OF THE
 AN1188'CENTERLINE OF THE TRACK, 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 AN1188'36 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2.8 FEET NORTH OF A WHITE
 AN1188'WOODEN WITNESS POST, AND 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 AN1188'DISK, STAMPED V 870 1943 AND SET IN THE TOP OF A CONCRETE POST
 AN1188'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 AN1188
 AN1188                          STATION RECOVERY (1963)
 AN1188
 AN1188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0784 ***********************************************************************
 AB0784  DESIGNATION -  V 871
 AB0784  PID         -  AB0784
 AB0784  STATE/COUNTY-  TX/HIDALGO
 AB0784  USGS QUAD   -  MERCEDES (1983)
 AB0784
 AB0784                         *CURRENT SURVEY CONTROL
 AB0784  ___________________________________________________________________
 AB0784* NAD 83(1986)-  26 09 04.     (N)    097 53 34.     (W)     SCALED    
 AB0784* NAVD 88     -        19.133  (meters)      62.77   (feet)  ADJUSTED  
 AB0784  ___________________________________________________________________
 AB0784  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AB0784  DYNAMIC HT  -          19.102 (meters)      62.67  (feet)  COMP
 AB0784  MODELED GRAV-     979,017.1   (mgal)                       NAVD 88
 AB0784
 AB0784  VERT ORDER  -  FIRST     CLASS II
 AB0784
 AB0784.The horizontal coordinates were scaled from a topographic map and have
 AB0784.an estimated accuracy of +/- 6 seconds.
 AB0784
 AB0784.The orthometric height was determined by differential leveling
 AB0784.and adjusted by the National Geodetic Survey in June 1991..
 AB0784.WARNING-Repeat measurements at this control monument indicate possible
 AB0784.vertical movement.
 AB0784
 AB0784.The geoid height was determined by GEOID03.
 AB0784
 AB0784.The dynamic height is computed by dividing the NAVD 88
 AB0784.geopotential number by the normal gravity value computed on the
 AB0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0784.degrees latitude (g = 980.6199 gals.).
 AB0784
 AB0784.The modeled gravity was interpolated from observed gravity values.
 AB0784
 AB0784;                    North         East    Units  Estimated Accuracy
 AB0784;SPC TX S     - 5,053,820.      360,720.      MT  (+/- 180 meters Scaled)
 AB0784
 AB0784                          SUPERSEDED SURVEY CONTROL
 AB0784
 AB0784.No superseded survey control is available for this station.
 AB0784
 AB0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP106928(NAD 83)
 AB0784_MARKER: DB = BENCH MARK DISK
 AB0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0784_SP_SET: CULVERT
 AB0784_STAMPING: V 871 1943
 AB0784_MARK LOGO: CGS   
 AB0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0784
 AB0784  HISTORY     - Date     Condition        Report By
 AB0784  HISTORY     - 1943     MONUMENTED       CGS
 AB0784  HISTORY     - 1981     GOOD             NGS
 AB0784
 AB0784                          STATION DESCRIPTION
 AB0784
 AB0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0784'1.3 MI E FROM MERCEDES.
 AB0784'BENCH MARK IS ABOUT 1.3 MILES EASTERLY ALONG THE MISSOURI PACIFIC
 AB0784'RAILROAD FROM THE STATION AT MERCEDES.  IT IS ABOUT 300.0 FEET EAST OF
 AB0784'A GRADE CROSSING, 50.0 FEET SOUTH OF THE CENTERLINE OF THE TRACKS,
 AB0784'30.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 83 AND IS SET
 AB0784'HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 AB0784'CULVERT UNDER THE HIGHWAY.
 AB0784
 AB0784                          STATION RECOVERY (1981)
 AB0784
 AB0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0784'2.1 KM (1.3 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB0784'OF FARM ROAD 491 NORTH IN MERCEDES, 1.6 KM (1.0 MI) WEST OF FARM ROAD
 AB0784'1425 NORTH, IN THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT
 AB0784'UNDER THE HIGHWAY, 9.1 METERS (30.0 FT) NORTH OF THE CENTER OF THE
 AB0784'HIGHWAY, 91.4 METERS (300.0 FT) EAST OF A PAVED ROAD LEADING NORTH,
 AB0784'15.2 METERS (50.0 FT) SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC
 AB0784'RAILROAD, 0.15 METERS (0.5 FT) EAST OF THE WEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0386 ***********************************************************************
 AE0386  DESIGNATION -  V 872
 AE0386  PID         -  AE0386
 AE0386  STATE/COUNTY-  TX/HIDALGO
 AE0386  USGS QUAD   -  LA JOYA (1982)
 AE0386
 AE0386                         *CURRENT SURVEY CONTROL
 AE0386  ___________________________________________________________________
 AE0386* NAD 83(1986)-  26 13 25.     (N)    098 23 53.     (W)     SCALED    
 AE0386* NAVD 88     -        39.480  (meters)     129.53   (feet)  ADJUSTED  
 AE0386  ___________________________________________________________________
 AE0386  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0386  DYNAMIC HT  -          39.415 (meters)     129.31  (feet)  COMP
 AE0386  MODELED GRAV-     978,991.9   (mgal)                       NAVD 88
 AE0386
 AE0386  VERT ORDER  -  FIRST     CLASS II
 AE0386
 AE0386.The horizontal coordinates were scaled from a topographic map and have
 AE0386.an estimated accuracy of +/- 6 seconds.
 AE0386
 AE0386.The orthometric height was determined by differential leveling
 AE0386.and adjusted by the National Geodetic Survey in June 1991..
 AE0386
 AE0386.The geoid height was determined by GEOID03.
 AE0386
 AE0386.The dynamic height is computed by dividing the NAVD 88
 AE0386.geopotential number by the normal gravity value computed on the
 AE0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0386.degrees latitude (g = 980.6199 gals.).
 AE0386
 AE0386.The modeled gravity was interpolated from observed gravity values.
 AE0386
 AE0386;                    North         East    Units  Estimated Accuracy
 AE0386;SPC TX S     - 5,061,710.      310,190.      MT  (+/- 180 meters Scaled)
 AE0386
 AE0386                          SUPERSEDED SURVEY CONTROL
 AE0386
 AE0386.No superseded survey control is available for this station.
 AE0386
 AE0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ601005(NAD 83)
 AE0386_MARKER: DB = BENCH MARK DISK
 AE0386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE0386_SP_SET: CULVERT HEADWALL
 AE0386_STAMPING: V 872 1943
 AE0386_MARK LOGO: CGS   
 AE0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0386+STABILITY: SURFACE MOTION
 AE0386
 AE0386  HISTORY     - Date     Condition        Report By
 AE0386  HISTORY     - 1943     MONUMENTED       CGS
 AE0386  HISTORY     - 1981     GOOD             NGS
 AE0386  HISTORY     - 1987     GOOD             USPSQD
 AE0386  HISTORY     - 19920409 GOOD             USPSQD
 AE0386
 AE0386                          STATION DESCRIPTION
 AE0386
 AE0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0386'4.6 MI W FROM MISSION.
 AE0386'BENCH MARK IS ABOUT 4.6 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AE0386'RAILROAD FROM THE STATION AT MISSION, ABOUT 0.4 MILE WEST OF MILE POLE
 AE0386'NO. A-44, AND 72.0 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO.
 AE0386'83.  IT IS 11.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0386'CENTERLINE OF THE TRACKS, AND IS SET HORIZONTALLY IN THE WEST END OF
 AE0386'THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD.
 AE0386
 AE0386                          STATION RECOVERY (1981)
 AE0386
 AE0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0386'0.3 KM (0.2 MI) EAST ALONG LOOP 374 FROM THE JUNCTION OF FARM ROAD
 AE0386'1427 AT PEREZVILLE, SET IN THE TOP OF THE WEST END OF THE NORTH
 AE0386'HEADWALL OF A CONCRETE CULVERT UNDER THE MISSOURI PACIFIC RAILROAD
 AE0386'TRACKS, 21.9 METERS (72.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AE0386'3.4 METERS (11.0 FT) NORTH OF THE NORTH RAIL OF THE TRACKS.
 AE0386
 AE0386                          STATION RECOVERY (1987)
 AE0386
 AE0386'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0386'RECOVERED IN GOOD CONDITION.
 AE0386
 AE0386                          STATION RECOVERY (1992)
 AE0386
 AE0386'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0602 ***********************************************************************
 AE0602  DESIGNATION -  V 873 RESET 1953
 AE0602  PID         -  AE0602
 AE0602  STATE/COUNTY-  TX/STARR
 AE0602  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0602
 AE0602                         *CURRENT SURVEY CONTROL
 AE0602  ___________________________________________________________________
 AE0602* NAD 83(1986)-  26 22 00.     (N)    098 47 36.     (W)     SCALED    
 AE0602* NAVD 88     -        49.123  (meters)     161.16   (feet)  ADJUSTED  
 AE0602  ___________________________________________________________________
 AE0602  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AE0602  DYNAMIC HT  -          49.042 (meters)     160.90  (feet)  COMP
 AE0602  MODELED GRAV-     978,997.1   (mgal)                       NAVD 88
 AE0602
 AE0602  VERT ORDER  -  FIRST     CLASS II
 AE0602
 AE0602.The horizontal coordinates were scaled from a topographic map and have
 AE0602.an estimated accuracy of +/- 6 seconds.
 AE0602
 AE0602.The orthometric height was determined by differential leveling
 AE0602.and adjusted by the National Geodetic Survey in June 1991..
 AE0602
 AE0602.The geoid height was determined by GEOID03.
 AE0602
 AE0602.The dynamic height is computed by dividing the NAVD 88
 AE0602.geopotential number by the normal gravity value computed on the
 AE0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0602.degrees latitude (g = 980.6199 gals.).
 AE0602
 AE0602.The modeled gravity was interpolated from observed gravity values.
 AE0602
 AE0602;                    North         East    Units  Estimated Accuracy
 AE0602;SPC TX S     - 5,077,590.      270,730.      MT  (+/- 180 meters Scaled)
 AE0602
 AE0602                          SUPERSEDED SURVEY CONTROL
 AE0602
 AE0602  NGVD 29 (??/??/92)   49.178  (m)          161.34   (f) ADJ UNCH    1 2
 AE0602
 AE0602.Superseded values are not recommended for survey control.
 AE0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0602.See file dsdata.txt to determine how the superseded data were derived.
 AE0602
 AE0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ206163(NAD 83)
 AE0602_MARKER: DB = BENCH MARK DISK
 AE0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0602_SP_SET: CULVERT
 AE0602_STAMPING: V 873 RESET 1953
 AE0602_MARK LOGO: CGS   
 AE0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0602
 AE0602  HISTORY     - Date     Condition        Report By
 AE0602  HISTORY     - 1953     MONUMENTED       CGS
 AE0602  HISTORY     - 1956     GOOD             NGS
 AE0602  HISTORY     - 1981     GOOD             NGS
 AE0602
 AE0602                          STATION DESCRIPTION
 AE0602
 AE0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0602'1.7 MI SE FROM RIO GRANDE CITY.
 AE0602'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0602'GRANDE CITY, 26 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 AE0602'IN THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL OF A CULVERT.
 AE0602
 AE0602                          STATION RECOVERY (1981)
 AE0602
 AE0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0602'RECOVERED THIS DATE.  NOTE, ALSO 2.8 KM (1.75 MI) EASTERLY ALONG U.S.
 AE0602'HIGHWAY 83 FROM THE JUNCTION OF STATE ROUTE 755 NORTH IN RIO GRANDE
 AE0602'CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1123 ***********************************************************************
 AN1123  DESIGNATION -  V 874
 AN1123  PID         -  AN1123
 AN1123  STATE/COUNTY-  TX/GOLIAD
 AN1123  USGS QUAD   -  WEESATCHE (1987)
 AN1123
 AN1123                         *CURRENT SURVEY CONTROL
 AN1123  ___________________________________________________________________
 AN1123* NAD 83(1986)-  28 51 43.     (N)    097 27 28.     (W)     SCALED    
 AN1123* NAVD 88     -        76.52   (+/-2cm)     251.0    (feet)  VERTCON   
 AN1123  ___________________________________________________________________
 AN1123  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN1123
 AN1123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1123
 AN1123.The horizontal coordinates were scaled from a topographic map and have
 AN1123.an estimated accuracy of +/- 6 seconds.
 AN1123
 AN1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1123.The vertical order pertains to the NGVD 29 superseded value.
 AN1123
 AN1123.The geoid height was determined by GEOID03.
 AN1123
 AN1123;                    North         East    Units  Estimated Accuracy
 AN1123;SPC TXSC     - 4,114,990.      750,450.      MT  (+/- 180 meters Scaled)
 AN1123
 AN1123                          SUPERSEDED SURVEY CONTROL
 AN1123
 AN1123  NGVD 29 (??/??/92)   76.53   (m)          251.1    (f) COMPUTED    2 0
 AN1123
 AN1123.Superseded values are not recommended for survey control.
 AN1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1123.See file dsdata.txt to determine how the superseded data were derived.
 AN1123
 AN1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS504936(NAD 83)
 AN1123_MARKER: DB = BENCH MARK DISK
 AN1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1123_SP_SET: CULVERT
 AN1123_STAMPING: V 874 1943
 AN1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1123
 AN1123  HISTORY     - Date     Condition        Report By
 AN1123  HISTORY     - 1943     MONUMENTED       CGS
 AN1123
 AN1123                          STATION DESCRIPTION
 AN1123
 AN1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1123'1.3 MI NW FROM WEESATCHE.
 AN1123'TO REACH FROM THE MAIN ROAD INTERSECTION AT WEESATCHE-- PROCEED 1.2
 AN1123'MILES NORTHWESTERLY ALONG STATE HIGHWAY NO. 119 TO SITE OF BENCH MARK.
 AN1123'BENCH MARK IS 15.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AN1123'THE CENTERLINE AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN
 AN1123'THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT AND
 AN1123'A CATTLE UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1124 ***********************************************************************
 AN1124  DESIGNATION -  V 874 RESET 1967
 AN1124  PID         -  AN1124
 AN1124  STATE/COUNTY-  TX/GOLIAD
 AN1124  USGS QUAD   -  WEESATCHE (1987)
 AN1124
 AN1124                         *CURRENT SURVEY CONTROL
 AN1124  ___________________________________________________________________
 AN1124* NAD 83(1986)-  28 51 43.     (N)    097 27 28.     (W)     SCALED    
 AN1124* NAVD 88     -        76.09   (+/-2cm)     249.6    (feet)  VERTCON   
 AN1124  ___________________________________________________________________
 AN1124  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN1124
 AN1124  VERT ORDER  -  THIRD (See Below)
 AN1124
 AN1124.The horizontal coordinates were scaled from a topographic map and have
 AN1124.an estimated accuracy of +/- 6 seconds.
 AN1124
 AN1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1124.The vertical order pertains to the NGVD 29 superseded value.
 AN1124
 AN1124.The geoid height was determined by GEOID03.
 AN1124
 AN1124;                    North         East    Units  Estimated Accuracy
 AN1124;SPC TXSC     - 4,114,990.      750,450.      MT  (+/- 180 meters Scaled)
 AN1124
 AN1124                          SUPERSEDED SURVEY CONTROL
 AN1124
 AN1124  NGVD 29 (01/29/03)   76.11   (m)          249.7    (f) RESET       3  
 AN1124
 AN1124.Superseded values are not recommended for survey control.
 AN1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1124.See file dsdata.txt to determine how the superseded data were derived.
 AN1124
 AN1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS504936(NAD 83)
 AN1124_MARKER: DB = BENCH MARK DISK
 AN1124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1124_SP_SET: CULVERT
 AN1124_STAMPING: V 874 RESET 1967
 AN1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1124
 AN1124  HISTORY     - Date     Condition        Report By
 AN1124  HISTORY     - 1967     MONUMENTED       LOCENG
 AN1124  HISTORY     - 1968     GOOD             LOCENG
 AN1124  HISTORY     - 1990     GOOD             USPSQD
 AN1124
 AN1124                          STATION DESCRIPTION
 AN1124
 AN1124'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 AN1124'1.3 MI NW FROM WEESATCHE.
 AN1124'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 119 FROM THE INTERSECTION OF
 AN1124'FARM-TO-MARKET ROAD 884 AT WEESATCHE, AT A CONCRETE CULVERT AND CATTLE
 AN1124'UNDERPASS, IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL, 27 FEET
 AN1124'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER
 AN1124'THAN THE HIGHWAY.
 AN1124
 AN1124                          STATION RECOVERY (1990)
 AN1124
 AN1124'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1716 ***********************************************************************
 AN1716  DESIGNATION -  V 877
 AN1716  PID         -  AN1716
 AN1716  STATE/COUNTY-  TX/GOLIAD
 AN1716  USGS QUAD   -  CHARCO (1987)
 AN1716
 AN1716                         *CURRENT SURVEY CONTROL
 AN1716  ___________________________________________________________________
 AN1716* NAD 83(1986)-  28 43 51.     (N)    097 35 09.     (W)     SCALED    
 AN1716* NAVD 88     -        72.06   (+/-2cm)     236.4    (feet)  VERTCON   
 AN1716  ___________________________________________________________________
 AN1716  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1716
 AN1716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1716
 AN1716.The horizontal coordinates were scaled from a topographic map and have
 AN1716.an estimated accuracy of +/- 6 seconds.
 AN1716
 AN1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1716.The vertical order pertains to the NGVD 29 superseded value.
 AN1716
 AN1716.The geoid height was determined by GEOID03.
 AN1716
 AN1716;                    North         East    Units  Estimated Accuracy
 AN1716;SPC TXSC     - 4,100,300.      738,140.      MT  (+/- 180 meters Scaled)
 AN1716
 AN1716                          SUPERSEDED SURVEY CONTROL
 AN1716
 AN1716  NGVD 29 (??/??/92)   72.079  (m)          236.48   (f) ADJ UNCH    2 0
 AN1716
 AN1716.Superseded values are not recommended for survey control.
 AN1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1716.See file dsdata.txt to determine how the superseded data were derived.
 AN1716
 AN1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS381789(NAD 83)
 AN1716_MARKER: DB = BENCH MARK DISK
 AN1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1716_STAMPING: V 877 1943
 AN1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1716+STABILITY: SURFACE MOTION
 AN1716
 AN1716  HISTORY     - Date     Condition        Report By
 AN1716  HISTORY     - 1943     MONUMENTED       CGS
 AN1716
 AN1716                          STATION DESCRIPTION
 AN1716
 AN1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1716'2.0 MI E FROM CHARCO.
 AN1716'TO REACH FROM THE FOUR CORNERS AT CHARCO, PROCEED 2.0 MILES EASTERLY
 AN1716'ALONG A WIDE DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE
 AN1716'EAST OF THE INTERSECTION OF A DIRT ROAD LEADING SOUTH.  IT IS 58.6
 AN1716'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AN1716'ROAD, 2.9 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND 1.4
 AN1716'FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.4
 AN1716'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1772 ***********************************************************************
 AN1772  DESIGNATION -  V 878
 AN1772  PID         -  AN1772
 AN1772  STATE/COUNTY-  TX/GOLIAD
 AN1772  USGS QUAD   -  LAZY F RANCH (1987)
 AN1772
 AN1772                         *CURRENT SURVEY CONTROL
 AN1772  ___________________________________________________________________
 AN1772* NAD 83(1986)-  28 33 37.     (N)    097 38 30.     (W)     SCALED    
 AN1772* NAVD 88     -        82.65   (+/-2cm)     271.2    (feet)  VERTCON   
 AN1772  ___________________________________________________________________
 AN1772  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1772
 AN1772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1772
 AN1772.The horizontal coordinates were scaled from a topographic map and have
 AN1772.an estimated accuracy of +/- 6 seconds.
 AN1772
 AN1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1772.The vertical order pertains to the NGVD 29 superseded value.
 AN1772
 AN1772.The geoid height was determined by GEOID03.
 AN1772
 AN1772;                    North         East    Units  Estimated Accuracy
 AN1772;SPC TXSC     - 4,081,340.      732,900.      MT  (+/- 180 meters Scaled)
 AN1772
 AN1772                          SUPERSEDED SURVEY CONTROL
 AN1772
 AN1772  NGVD 29 (??/??/92)   82.668  (m)          271.22   (f) ADJ UNCH    2 0
 AN1772
 AN1772.Superseded values are not recommended for survey control.
 AN1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1772.See file dsdata.txt to determine how the superseded data were derived.
 AN1772
 AN1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS328600(NAD 83)
 AN1772_MARKER: DB = BENCH MARK DISK
 AN1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1772_STAMPING: V 878 1943
 AN1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1772+STABILITY: SURFACE MOTION
 AN1772
 AN1772  HISTORY     - Date     Condition        Report By
 AN1772  HISTORY     - 1943     MONUMENTED       CGS
 AN1772
 AN1772                          STATION DESCRIPTION
 AN1772
 AN1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1772'4.25 MI NW FROM BERCLAIR.
 AN1772'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AN1772'STATION AT BERCLAIR, PROCEED 0.25 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1772'TO A DIRT ROAD CROSSING, THENCE 4.0 MILES NORTHWESTERLY ALONG A DIRT
 AN1772'ROAD TO A CURVE AT THE TOP OF A HILL AND SITE OF BENCH MARK.  BENCH
 AN1772'MARK IS 46.0 YARDS SOUTHEAST OF A CURVE IN THE ROAD AT THE TOP OF A
 AN1772'HILL.  IT IS 28.7 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AN1772'THE CENTERLINE OF THE ROAD, 9.5 FEET SOUTHWEST OF THE SOUTHWEST
 AN1772'RIGHT-OF-WAY FENCE AND 2.6 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN
 AN1772'MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1021 ***********************************************************************
 AN1021  DESIGNATION -  V 879
 AN1021  PID         -  AN1021
 AN1021  STATE/COUNTY-  TX/GOLIAD
 AN1021  USGS QUAD   -  GOLIAD (1987)
 AN1021
 AN1021                         *CURRENT SURVEY CONTROL
 AN1021  ___________________________________________________________________
 AN1021* NAD 83(1986)-  28 41 03.     (N)    097 29 04.     (W)     SCALED    
 AN1021* NAVD 88     -        76.75   (+/-2cm)     251.8    (feet)  VERTCON   
 AN1021  ___________________________________________________________________
 AN1021  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN1021
 AN1021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1021
 AN1021.The horizontal coordinates were scaled from a topographic map and have
 AN1021.an estimated accuracy of +/- 6 seconds.
 AN1021
 AN1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1021.The vertical order pertains to the NGVD 29 superseded value.
 AN1021
 AN1021.The geoid height was determined by GEOID03.
 AN1021
 AN1021;                    North         East    Units  Estimated Accuracy
 AN1021;SPC TXSC     - 4,095,260.      748,110.      MT  (+/- 180 meters Scaled)
 AN1021
 AN1021                          SUPERSEDED SURVEY CONTROL
 AN1021
 AN1021  NGVD 29 (??/??/92)   76.79   (m)          251.9    (f) COMPUTED    2 0
 AN1021
 AN1021.Superseded values are not recommended for survey control.
 AN1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1021.See file dsdata.txt to determine how the superseded data were derived.
 AN1021
 AN1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS480739(NAD 83)
 AN1021_MARKER: DB = BENCH MARK DISK
 AN1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1021_STAMPING: V 879 1943
 AN1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1021+STABILITY: SURFACE MOTION
 AN1021
 AN1021  HISTORY     - Date     Condition        Report By
 AN1021  HISTORY     - 1943     MONUMENTED       CGS
 AN1021
 AN1021                          STATION DESCRIPTION
 AN1021
 AN1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1021'4.4 MI SE FROM ANGEL CITY.
 AN1021'TO REACH FROM THE SCHOOL BUILDING AT ANGEL CITY, PROCEED 4.1 MILES
 AN1021'SOUTHEASTERLY ALONG A WIDE DIRT ROAD TO THE TOP OF A HILL AND SITE OF
 AN1021'BENCH MARK.  BENCH MARK IS 59.3 FEET SOUTHWEST OF AND ABOUT 2.5 FEET
 AN1021'ABOVE THE CENTERLINE OF THE ROAD.  IT IS 2.6 FEET SOUTHEAST OF A 4X4
 AN1021'INCH WHITE WOODEN MARKER POST AND 0.7 FOOT NORTHEAST OF THE SOUTHWEST
 AN1021'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1177 ***********************************************************************
 BL1177  DESIGNATION -  V 88
 BL1177  PID         -  BL1177
 BL1177  STATE/COUNTY-  TX/MONTGOMERY
 BL1177  USGS QUAD   -  SPRING (1982)
 BL1177
 BL1177                         *CURRENT SURVEY CONTROL
 BL1177  ___________________________________________________________________
 BL1177* NAD 83(1986)-  30 07 29.     (N)    095 25 42.     (W)     SCALED    
 BL1177* NAVD 88     -        35.81   (+/-2cm)     117.5    (feet)  VERTCON   
 BL1177  ___________________________________________________________________
 BL1177  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1177
 BL1177  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1177
 BL1177.The horizontal coordinates were scaled from a topographic map and have
 BL1177.an estimated accuracy of +/- 6 seconds.
 BL1177
 BL1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1177.The vertical order pertains to the NGVD 29 superseded value.
 BL1177
 BL1177.The geoid height was determined by GEOID03.
 BL1177
 BL1177;                    North         East    Units  Estimated Accuracy
 BL1177;SPC TX C     - 3,061,200.    1,172,520.      MT  (+/- 180 meters Scaled)
 BL1177
 BL1177                          SUPERSEDED SURVEY CONTROL
 BL1177
 BL1177  NGVD 29 (??/??/92)   35.807  (m)          117.48   (f) ADJ UNCH    1 2
 BL1177
 BL1177.Superseded values are not recommended for survey control.
 BL1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1177.See file dsdata.txt to determine how the superseded data were derived.
 BL1177
 BL1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP660350(NAD 83)
 BL1177_MARKER: DB = BENCH MARK DISK
 BL1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1177_STAMPING: V 88 1932 118.025
 BL1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1177+STABILITY: SURFACE MOTION
 BL1177
 BL1177  HISTORY     - Date     Condition        Report By
 BL1177  HISTORY     - 1932     MONUMENTED       CGS
 BL1177  HISTORY     - 1959     GOOD             NGS
 BL1177  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1177  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1177
 BL1177                          STATION DESCRIPTION
 BL1177
 BL1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL1177'3.25 MI N FROM SPRING.
 BL1177'ABOUT 3.25 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL1177'STATION AT CONROE, 6 POLES SOUTH OF MILEPOST 124-10, 45 FEET EAST OF
 BL1177'THE EAST RAIL OF THE MAIN TRACK, ABOUT 3 RAILS NORTH OF THE SOUTH END
 BL1177'OF RAYFORD SIDING, 14 FEET WEST OF THE CENTER LINE OF A ROAD, 14 1/2
 BL1177'FEET SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE, 1.0
 BL1177'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN
 BL1177'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BL1177
 BL1177                          STATION RECOVERY (1973)
 BL1177
 BL1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1177'MARK NOT FOUND.
 BL1177
 BL1177                          STATION RECOVERY (2004)
 BL1177
 BL1177'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1745 ***********************************************************************
 AN1745  DESIGNATION -  V 880
 AN1745  PID         -  AN1745
 AN1745  STATE/COUNTY-  TX/GOLIAD
 AN1745  USGS QUAD   -  RUNGE SE (1987)
 AN1745
 AN1745                         *CURRENT SURVEY CONTROL
 AN1745  ___________________________________________________________________
 AN1745* NAD 83(1986)-  28 46 31.     (N)    097 34 44.     (W)     SCALED    
 AN1745* NAVD 88     -        87.21   (+/-2cm)     286.1    (feet)  VERTCON   
 AN1745  ___________________________________________________________________
 AN1745  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1745
 AN1745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1745
 AN1745.The horizontal coordinates were scaled from a topographic map and have
 AN1745.an estimated accuracy of +/- 6 seconds.
 AN1745
 AN1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1745.The vertical order pertains to the NGVD 29 superseded value.
 AN1745
 AN1745.The geoid height was determined by GEOID03.
 AN1745
 AN1745;                    North         East    Units  Estimated Accuracy
 AN1745;SPC TXSC     - 4,105,240.      738,750.      MT  (+/- 180 meters Scaled)
 AN1745
 AN1745                          SUPERSEDED SURVEY CONTROL
 AN1745
 AN1745  NGVD 29 (??/??/92)   87.22   (m)          286.2    (f) COMPUTED    2 0
 AN1745
 AN1745.Superseded values are not recommended for survey control.
 AN1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1745.See file dsdata.txt to determine how the superseded data were derived.
 AN1745
 AN1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS387839(NAD 83)
 AN1745_MARKER: DB = BENCH MARK DISK
 AN1745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1745_SP_SET: ABUTMENT
 AN1745_STAMPING: V 880 1943
 AN1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1745
 AN1745  HISTORY     - Date     Condition        Report By
 AN1745  HISTORY     - 1943     MONUMENTED       CGS
 AN1745
 AN1745                          STATION DESCRIPTION
 AN1745
 AN1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1745'4.7 MI NE FROM CHARCO.
 AN1745'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 2.05 MILES
 AN1745'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO THE INTERSECTION OF A DIRT
 AN1745'ROAD LEADING EAST, THENCE 2.65 MILES EASTERLY ALONG A DIRT ROAD TO A
 AN1745'WOOD AND STEEL BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AN1745'HORIZONTALLY IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 AN1745'ABUTMENT OF AN 18.0 FOOT WOOD AND STEEL BRIDGE OVER A CREEK. IT IS
 AN1745'0.15 MILE SOUTHWEST OF THE INTERSECTION OF A DIRT ROAD LEADING
 AN1745'SOUTHEAST, 8.1 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT BELOW THE
 AN1745'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1746 ***********************************************************************
 AN1746  DESIGNATION -  V 880 RESET 1953
 AN1746  PID         -  AN1746
 AN1746  STATE/COUNTY-  TX/GOLIAD
 AN1746  USGS QUAD   -  RUNGE SE (1987)
 AN1746
 AN1746                         *CURRENT SURVEY CONTROL
 AN1746  ___________________________________________________________________
 AN1746* NAD 83(1986)-  28 46 31.     (N)    097 34 44.     (W)     SCALED    
 AN1746* NAVD 88     -        87.14   (+/-2cm)     285.9    (feet)  VERTCON   
 AN1746  ___________________________________________________________________
 AN1746  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1746
 AN1746  VERT ORDER  -  THIRD (See Below)
 AN1746
 AN1746.The horizontal coordinates were scaled from a topographic map and have
 AN1746.an estimated accuracy of +/- 6 seconds.
 AN1746
 AN1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1746.The vertical order pertains to the NGVD 29 superseded value.
 AN1746
 AN1746.The geoid height was determined by GEOID03.
 AN1746
 AN1746;                    North         East    Units  Estimated Accuracy
 AN1746;SPC TXSC     - 4,105,240.      738,750.      MT  (+/- 180 meters Scaled)
 AN1746
 AN1746                          SUPERSEDED SURVEY CONTROL
 AN1746
 AN1746  NGVD 29 (??/??/??)   87.16   (m)          286.0    (f) RESET       3  
 AN1746
 AN1746.Superseded values are not recommended for survey control.
 AN1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1746.See file dsdata.txt to determine how the superseded data were derived.
 AN1746
 AN1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS387839(NAD 83)
 AN1746_MARKER: DB = BENCH MARK DISK
 AN1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1746_STAMPING: V 880 RESET 1953
 AN1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1746+STABILITY: SURFACE MOTION
 AN1746
 AN1746  HISTORY     - Date     Condition        Report By
 AN1746  HISTORY     - 1953     MONUMENTED       TXHD
 AN1746
 AN1746                          STATION DESCRIPTION
 AN1746
 AN1746'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1746'4.7 MI NE FROM CHARCO.
 AN1746'2.0 MILES NORTHWEST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL BUILDING
 AN1746'AT CHARCO, GOLIAD COUNTY, THENCE 2.7 MILES NORTHEAST ALONG F.M.
 AN1746'HIGHWAY 884.  0.15 MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD
 AN1746'LEADING SOUTHEAST, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AN1746'0.5 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 21 FEET SOUTHEAST OF
 AN1746'THE SOUTH END OF A MULTIPLE CONCRETE-PIPE CULVERT, AND ABOUT 2.3 FEET
 AN1746'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V 880 RESET 1953 AND
 AN1746'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0621 ***********************************************************************
 BL0621  DESIGNATION -  V 881
 BL0621  PID         -  BL0621
 BL0621  STATE/COUNTY-  TX/POLK
 BL0621  USGS QUAD   -  NEW WILLARD (1984)
 BL0621
 BL0621                         *CURRENT SURVEY CONTROL
 BL0621  ___________________________________________________________________
 BL0621* NAD 83(1986)-  30 49 22.     (N)    094 53 08.     (W)     SCALED    
 BL0621* NAVD 88     -        58.54   (+/-2cm)     192.1    (feet)  VERTCON   
 BL0621  ___________________________________________________________________
 BL0621  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0621
 BL0621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0621
 BL0621.The horizontal coordinates were scaled from a topographic map and have
 BL0621.an estimated accuracy of +/- 6 seconds.
 BL0621
 BL0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0621.The vertical order pertains to the NGVD 29 superseded value.
 BL0621
 BL0621.The geoid height was determined by GEOID03.
 BL0621
 BL0621;                    North         East    Units  Estimated Accuracy
 BL0621;SPC TX C     - 3,140,920.    1,220,980.      MT  (+/- 180 meters Scaled)
 BL0621
 BL0621                          SUPERSEDED SURVEY CONTROL
 BL0621
 BL0621  NGVD 29 (??/??/92)   58.551  (m)          192.10   (f) ADJ UNCH    2 0
 BL0621
 BL0621.Superseded values are not recommended for survey control.
 BL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0621.See file dsdata.txt to determine how the superseded data were derived.
 BL0621
 BL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ196114(NAD 83)
 BL0621_MARKER: DB = BENCH MARK DISK
 BL0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0621_STAMPING: V 881 1947
 BL0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0621+STABILITY: SURFACE MOTION
 BL0621
 BL0621  HISTORY     - Date     Condition        Report By
 BL0621  HISTORY     - 1947     MONUMENTED       CGS
 BL0621  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0621  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0621  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0621
 BL0621                          STATION DESCRIPTION
 BL0621
 BL0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0621'1.1 MI W FROM LEGGETT.
 BL0621'1.1 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0621'ORLEANS RAILWAY STATION AT LEGGETT, APPROXIMATELY 154 YARDS WEST OF
 BL0621'THE WEST END OF A 20 FOOT WOODEN BRIDGE, APPROXIMATELY 107 YARDS SOUTH
 BL0621'OF A T ROAD JUNCTION, 21.0 FEET NORTH OF AND 1.0 FOOT HIGHER THAN THE
 BL0621'CENTER LINE OF THE ROAD, 9.0 FEET WEST OF THE WEST END OF A WOODEN
 BL0621'GATE, 1.8 FEET EAST OF A REFERENCE POST, 1.4 FEET NORTH OF A FENCE,
 BL0621'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE
 BL0621'GROUND.
 BL0621
 BL0621                          STATION RECOVERY (1977)
 BL0621
 BL0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0621'MARK NOT FOUND.
 BL0621
 BL0621                          STATION RECOVERY (1990)
 BL0621
 BL0621'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 BL0621'MARK NOT FOUND.
 BL0621
 BL0621                          STATION RECOVERY (1997)
 BL0621
 BL0621'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0917 ***********************************************************************
 BL0917  DESIGNATION -  V 882
 BL0917  PID         -  BL0917
 BL0917  STATE/COUNTY-  TX/POLK
 BL0917  USGS QUAD   -  ONALASKA (1972)
 BL0917
 BL0917                         *CURRENT SURVEY CONTROL
 BL0917  ___________________________________________________________________
 BL0917* NAD 83(1986)-  30 52 21.     (N)    095 06 22.     (W)     SCALED    
 BL0917* NAVD 88     -        73.10   (+/-2cm)     239.8    (feet)  VERTCON   
 BL0917  ___________________________________________________________________
 BL0917  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL0917
 BL0917  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0917
 BL0917.The horizontal coordinates were scaled from a topographic map and have
 BL0917.an estimated accuracy of +/- 6 seconds.
 BL0917
 BL0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0917.The vertical order pertains to the NGVD 29 superseded value.
 BL0917
 BL0917.The geoid height was determined by GEOID03.
 BL0917
 BL0917;                    North         East    Units  Estimated Accuracy
 BL0917;SPC TX C     - 3,145,410.    1,199,640.      MT  (+/- 180 meters Scaled)
 BL0917
 BL0917                          SUPERSEDED SURVEY CONTROL
 BL0917
 BL0917  NGVD 29 (??/??/92)   73.119  (m)          239.89   (f) ADJ UNCH    2 0
 BL0917
 BL0917.Superseded values are not recommended for survey control.
 BL0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0917.See file dsdata.txt to determine how the superseded data were derived.
 BL0917
 BL0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ986173(NAD 83)
 BL0917_MARKER: DB = BENCH MARK DISK
 BL0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0917_STAMPING: V 882 1947
 BL0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0917+STABILITY: SURFACE MOTION
 BL0917
 BL0917  HISTORY     - Date     Condition        Report By
 BL0917  HISTORY     - 1947     MONUMENTED       CGS
 BL0917
 BL0917                          STATION DESCRIPTION
 BL0917
 BL0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0917'5.6 MI NE FROM ONALASKA.
 BL0917'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0917'ONALASKA, THENCE 5.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 BL0917'APPROXIMATELY 103 YARDS SOUTH OF A POINT WHERE THE CENTER LINE OF A
 BL0917'TRAIL LEADING SOUTHEAST INTERSECTS WITH THE CENTER LINE OF THE ROAD,
 BL0917'43.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 26.0 FEET SOUTH OF A 12
 BL0917'INCH PINE TREE, 23.0 FEET SOUTHWEST OF THE CENTER LINE OF A TRAIL,
 BL0917'16.0 FEET NORTH OF A 6 INCH PINE TREE WITH A TRIANGLE BLAZE, 1.5 FEET
 BL0917'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 BL0917'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0928 ***********************************************************************
 BL0928  DESIGNATION -  V 883
 BL0928  PID         -  BL0928
 BL0928  STATE/COUNTY-  TX/TRINITY
 BL0928  USGS QUAD   -  COLITA (1972)
 BL0928
 BL0928                         *CURRENT SURVEY CONTROL
 BL0928  ___________________________________________________________________
 BL0928* NAD 83(1986)-  30 58 24.     (N)    095 07 11.     (W)     SCALED    
 BL0928* NAVD 88     -        77.44   (+/-2cm)     254.1    (feet)  VERTCON   
 BL0928  ___________________________________________________________________
 BL0928  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL0928
 BL0928  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0928
 BL0928.The horizontal coordinates were scaled from a topographic map and have
 BL0928.an estimated accuracy of +/- 6 seconds.
 BL0928
 BL0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0928.The vertical order pertains to the NGVD 29 superseded value.
 BL0928
 BL0928.The geoid height was determined by GEOID03.
 BL0928
 BL0928;                    North         East    Units  Estimated Accuracy
 BL0928;SPC TX C     - 3,156,520.    1,197,820.      MT  (+/- 180 meters Scaled)
 BL0928
 BL0928                          SUPERSEDED SURVEY CONTROL
 BL0928
 BL0928  NGVD 29 (??/??/92)   77.456  (m)          254.12   (f) ADJ UNCH    2 0
 BL0928
 BL0928.Superseded values are not recommended for survey control.
 BL0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0928.See file dsdata.txt to determine how the superseded data were derived.
 BL0928
 BL0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ975285(NAD 83)
 BL0928_MARKER: DB = BENCH MARK DISK
 BL0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0928_STAMPING: V 883 1947
 BL0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0928+STABILITY: SURFACE MOTION
 BL0928
 BL0928  HISTORY     - Date     Condition        Report By
 BL0928  HISTORY     - 1947     MONUMENTED       CGS
 BL0928
 BL0928                          STATION DESCRIPTION
 BL0928
 BL0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0928'7 MI SE FROM GROVETON.
 BL0928'5.4 MILES SOUTH ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE COURTHOUSE
 BL0928'AT GROVETON, THENCE 1.6 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 BL0928'108.0 FEET SOUTHEAST OF THE SOUTH CORNER OF A 7 FOOT WOODEN BRIDGE,
 BL0928'41.0 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH,
 BL0928'24.0 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST-NORTHWEST
 BL0928'ROAD, 9.0 FEET SOUTHWEST OF THE WEST END OF A GATE, 4.2 FEET SOUTHWEST
 BL0928'OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 BL0928'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1644 ***********************************************************************
 BY1644  DESIGNATION -  V 884
 BY1644  PID         -  BY1644
 BY1644  STATE/COUNTY-  TX/TRINITY
 BY1644  USGS QUAD   -  GROVETON EAST (1963)
 BY1644
 BY1644                         *CURRENT SURVEY CONTROL
 BY1644  ___________________________________________________________________
 BY1644* NAD 83(1986)-  31 02 43.     (N)    095 05 53.     (W)     SCALED    
 BY1644* NAVD 88     -       102.29   (+/-2cm)     335.6    (feet)  VERTCON   
 BY1644  ___________________________________________________________________
 BY1644  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BY1644
 BY1644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1644
 BY1644.The horizontal coordinates were scaled from a topographic map and have
 BY1644.an estimated accuracy of +/- 6 seconds.
 BY1644
 BY1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1644.The vertical order pertains to the NGVD 29 superseded value.
 BY1644
 BY1644.The geoid height was determined by GEOID03.
 BY1644
 BY1644;                    North         East    Units  Estimated Accuracy
 BY1644;SPC TX C     - 3,164,580.    1,199,510.      MT  (+/- 180 meters Scaled)
 BY1644
 BY1644                          SUPERSEDED SURVEY CONTROL
 BY1644
 BY1644  NGVD 29 (??/??/92)  102.308  (m)          335.66   (f) ADJ UNCH    2 0
 BY1644
 BY1644.Superseded values are not recommended for survey control.
 BY1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1644.See file dsdata.txt to determine how the superseded data were derived.
 BY1644
 BY1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ997365(NAD 83)
 BY1644_MARKER: DB = BENCH MARK DISK
 BY1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1644_STAMPING: V 884 1947
 BY1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1644+STABILITY: SURFACE MOTION
 BY1644
 BY1644  HISTORY     - Date     Condition        Report By
 BY1644  HISTORY     - 1947     MONUMENTED       CGS
 BY1644  HISTORY     - 1962     POOR             USGS
 BY1644
 BY1644                          STATION DESCRIPTION
 BY1644
 BY1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1644'1.85 MI E FROM GROVETON.
 BY1644'1.85 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE COURTHOUSE AT
 BY1644'GROVETON, APPROXIMATELY 120 YARDS EAST OF A SMALL CONCRETE CULVERT,
 BY1644'37.5 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY1644'HIGHWAY, 14.7 FEET SOUTHWEST OF POWER POLE NUMBER 745, 3.1 FEET WEST
 BY1644'OF A REFERENCE POST, 0.6 FOOT SOUTH OF A FENCE, ON TOP OF A SLIGHT
 BY1644'RISE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE
 BY1644'THE GROUND.
 BY1644
 BY1644                          STATION RECOVERY (1962)
 BY1644
 BY1644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BY1644'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0744 ***********************************************************************
 BY0744  DESIGNATION -  V 885
 BY0744  PID         -  BY0744
 BY0744  STATE/COUNTY-  TX/TRINITY
 BY0744  USGS QUAD   -  WELLS SW (1980)
 BY0744
 BY0744                         *CURRENT SURVEY CONTROL
 BY0744  ___________________________________________________________________
 BY0744* NAD 83(1986)-  31 17 10.     (N)    094 53 29.     (W)     SCALED    
 BY0744* NAVD 88     -        53.55   (+/-2cm)     175.7    (feet)  VERTCON   
 BY0744  ___________________________________________________________________
 BY0744  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0744
 BY0744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0744
 BY0744.The horizontal coordinates were scaled from a topographic map and have
 BY0744.an estimated accuracy of +/- 6 seconds.
 BY0744
 BY0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0744.The vertical order pertains to the NGVD 29 superseded value.
 BY0744
 BY0744.The geoid height was determined by GEOID03.
 BY0744
 BY0744;                    North         East    Units  Estimated Accuracy
 BY0744;SPC TX C     - 3,192,200.    1,217,910.      MT  (+/- 180 meters Scaled)
 BY0744
 BY0744                          SUPERSEDED SURVEY CONTROL
 BY0744
 BY0744  NGVD 29 (??/??/92)   53.593  (m)          175.83   (f) ADJ UNCH    2 0
 BY0744
 BY0744.Superseded values are not recommended for survey control.
 BY0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0744.See file dsdata.txt to determine how the superseded data were derived.
 BY0744
 BY0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ199628(NAD 83)
 BY0744_MARKER: DB = BENCH MARK DISK
 BY0744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0744_SP_SET: BRIDGE ABUTMENT
 BY0744_STAMPING: V 885 1947
 BY0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0744
 BY0744  HISTORY     - Date     Condition        Report By
 BY0744  HISTORY     - 1947     MONUMENTED       CGS
 BY0744
 BY0744                          STATION DESCRIPTION
 BY0744
 BY0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0744'6.5 MI NE FROM APPLE SPRINGS.
 BY0744'6.5 MILES NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE
 BY0744'SPRINGS LODGE AT APPLE SPRINGS, 14.8 FEET NORTH OF AND LEVEL WITH THE
 BY0744'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF AND 1.2 FEET SOUTH OF
 BY0744'THE NORTH END OF THE NORTHWEST CONCRETE ABUTMENT OF A 260 FOOT BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1167 ***********************************************************************
 AN1167  DESIGNATION -  V 887
 AN1167  PID         -  AN1167
 AN1167  STATE/COUNTY-  TX/DE WITT
 AN1167  USGS QUAD   -  MISSION VALLEY (1987)
 AN1167
 AN1167                         *CURRENT SURVEY CONTROL
 AN1167  ___________________________________________________________________
 AN1167* NAD 83(1986)-  28 55 26.     (N)    097 13 40.     (W)     SCALED    
 AN1167* NAVD 88     -        56.71   (+/-2cm)     186.1    (feet)  VERTCON   
 AN1167  ___________________________________________________________________
 AN1167  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1167
 AN1167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1167
 AN1167.The horizontal coordinates were scaled from a topographic map and have
 AN1167.an estimated accuracy of +/- 6 seconds.
 AN1167
 AN1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1167.The vertical order pertains to the NGVD 29 superseded value.
 AN1167
 AN1167.The geoid height was determined by GEOID03.
 AN1167
 AN1167;                    North         East    Units  Estimated Accuracy
 AN1167;SPC TXSC     - 4,122,170.      772,780.      MT  (+/- 180 meters Scaled)
 AN1167
 AN1167                          SUPERSEDED SURVEY CONTROL
 AN1167
 AN1167  NGVD 29 (??/??/92)   56.747  (m)          186.18   (f) ADJ UNCH    2 0
 AN1167
 AN1167.Superseded values are not recommended for survey control.
 AN1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1167.See file dsdata.txt to determine how the superseded data were derived.
 AN1167
 AN1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT727008(NAD 83)
 AN1167_MARKER: DB = BENCH MARK DISK
 AN1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1167_STAMPING: V 887 1943
 AN1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1167+STABILITY: SURFACE MOTION
 AN1167
 AN1167  HISTORY     - Date     Condition        Report By
 AN1167  HISTORY     - 1943     MONUMENTED       CGS
 AN1167  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1167
 AN1167                          STATION DESCRIPTION
 AN1167
 AN1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1167'2.9 MI NW FROM MISSION VALLEY.
 AN1167'TO REACH FROM THE LUTHERAN CHURCH AT MISSION VALLEY-- PROCEED 2.9
 AN1167'MILES NORTHWESTERLY ALONG THE MISSION VALLEY-ARNECKEVILLE ROAD TO SITE
 AN1167'OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTHEAST OF A T-ROAD
 AN1167'INTERSECTION, AND ABOUT 120.0 FEET NORTHWEST OF A CURVE TO THE SOUTH.
 AN1167'IT IS 20.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1167'CENTERLINE OF ROAD, 18.0 FEET NORTHWEST OF THE CENTERLINE OF A WOODEN
 AN1167'GATE AND A PRIVATE ROAD LEADING NORTHEAST, 1.8 FEET NORTHEAST OF THE
 AN1167'RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER
 AN1167'POST.  MONUMENT PROJECTS 0.3 FOOT.
 AN1167
 AN1167                          STATION RECOVERY (1963)
 AN1167
 AN1167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1095 ***********************************************************************
 AN1095  DESIGNATION -  V 888 RESET 1961
 AN1095  PID         -  AN1095
 AN1095  STATE/COUNTY-  TX/GOLIAD
 AN1095  USGS QUAD   -  SCHROEDER (1987)
 AN1095
 AN1095                         *CURRENT SURVEY CONTROL
 AN1095  ___________________________________________________________________
 AN1095* NAD 83(1986)-  28 48 56.     (N)    097 13 31.     (W)     SCALED    
 AN1095* NAVD 88     -        49.58   (+/-2cm)     162.7    (feet)  VERTCON   
 AN1095  ___________________________________________________________________
 AN1095  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1095
 AN1095  VERT ORDER  -  THIRD (See Below)
 AN1095
 AN1095.The horizontal coordinates were scaled from a topographic map and have
 AN1095.an estimated accuracy of +/- 6 seconds.
 AN1095
 AN1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1095.The vertical order pertains to the NGVD 29 superseded value.
 AN1095
 AN1095.The geoid height was determined by GEOID03.
 AN1095
 AN1095;                    North         East    Units  Estimated Accuracy
 AN1095;SPC TXSC     - 4,110,170.      773,210.      MT  (+/- 180 meters Scaled)
 AN1095
 AN1095                          SUPERSEDED SURVEY CONTROL
 AN1095
 AN1095  NGVD 29 (01/29/03)   49.63   (m)          162.8    (f) RESET       3  
 AN1095
 AN1095.Superseded values are not recommended for survey control.
 AN1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1095.See file dsdata.txt to determine how the superseded data were derived.
 AN1095
 AN1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS731888(NAD 83)
 AN1095_MARKER: DB = BENCH MARK DISK
 AN1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1095_SP_SET: CULVERT
 AN1095_STAMPING: V 888 RESET 1961
 AN1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1095
 AN1095  HISTORY     - Date     Condition        Report By
 AN1095  HISTORY     - 1961     MONUMENTED       TXHD
 AN1095  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1095
 AN1095                          STATION DESCRIPTION
 AN1095
 AN1095'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1095'IN SCHROEDER.
 AN1095'1800.0 FEET WEST ALONG F.M. HWY. 622 FROM A DANCE HALL AT SCHROEDER,
 AN1095'AND ABOUT 86.0 FEET WEST OF THE CENTERLINE OF A WOODEN GATE AND A
 AN1095'PRIVATE ROAD LEADING SOUTH TO THE RESIDENCE OF MRS. ANNIE BERGER.  IN
 AN1095'THE NORTH HEADWALL OF A CONCRETE CULVERT, 1.0 FOOT EAST OF THE WEST
 AN1095'END OF THE HEADWALL, 17 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 AN1095'AND ABOUT 0.5 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.
 AN1095
 AN1095                          STATION RECOVERY (1990)
 AN1095
 AN1095'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1033 ***********************************************************************
 AN1033  DESIGNATION -  V 889
 AN1033  PID         -  AN1033
 AN1033  STATE/COUNTY-  TX/DE WITT
 AN1033  USGS QUAD   -  MEYERSVILLE (1987)
 AN1033
 AN1033                         *CURRENT SURVEY CONTROL
 AN1033  ___________________________________________________________________
 AN1033* NAD 83(1986)-  28 56 16.     (N)    097 20 26.     (W)     SCALED    
 AN1033* NAVD 88     -        65.61   (+/-2cm)     215.3    (feet)  VERTCON   
 AN1033  ___________________________________________________________________
 AN1033  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1033
 AN1033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1033
 AN1033.The horizontal coordinates were scaled from a topographic map and have
 AN1033.an estimated accuracy of +/- 6 seconds.
 AN1033
 AN1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1033.The vertical order pertains to the NGVD 29 superseded value.
 AN1033
 AN1033.The geoid height was determined by GEOID03.
 AN1033
 AN1033;                    North         East    Units  Estimated Accuracy
 AN1033;SPC TXSC     - 4,123,550.      761,770.      MT  (+/- 180 meters Scaled)
 AN1033
 AN1033                          SUPERSEDED SURVEY CONTROL
 AN1033
 AN1033  NGVD 29 (??/??/92)   65.63   (m)          215.3    (f) COMPUTED    2 0
 AN1033
 AN1033.Superseded values are not recommended for survey control.
 AN1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1033.See file dsdata.txt to determine how the superseded data were derived.
 AN1033
 AN1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT617022(NAD 83)
 AN1033_MARKER: DB = BENCH MARK DISK
 AN1033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1033_SP_SET: CULVERT
 AN1033_STAMPING: V 889 1943
 AN1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1033
 AN1033  HISTORY     - Date     Condition        Report By
 AN1033  HISTORY     - 1943     MONUMENTED       CGS
 AN1033  HISTORY     - 1990     POOR             USPSQD
 AN1033
 AN1033                          STATION DESCRIPTION
 AN1033
 AN1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1033'12.15 MI S FROM CUERO.
 AN1033'TO REACH FROM THE POST OFFICE AT CUERO-- PROCEED 12.15 MILES SOUTHERLY
 AN1033'ALONG STATE HIGHWAY NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS 21.0
 AN1033'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AN1033'HIGHWAY, AND SET HORIZONTALLY IN THE NORTH END OF THE EAST HEADWALL OF
 AN1033'A CONCRETE CULVERT.
 AN1033
 AN1033                          STATION RECOVERY (1990)
 AN1033
 AN1033'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1033'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1793 ***********************************************************************
 BK1793  DESIGNATION -  V 89
 BK1793  PID         -  BK1793
 BK1793  STATE/COUNTY-  TX/ORANGE
 BK1793  USGS QUAD   -  MAURICEVILLE (1974)
 BK1793
 BK1793                         *CURRENT SURVEY CONTROL
 BK1793  ___________________________________________________________________
 BK1793* NAD 83(1986)-  30 12 25.     (N)    093 52 19.     (W)     SCALED    
 BK1793* NAVD 88     -         7.13   (+/-2cm)      23.4    (feet)  VERTCON   
 BK1793  ___________________________________________________________________
 BK1793  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BK1793
 BK1793  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1793
 BK1793.The horizontal coordinates were scaled from a topographic map and have
 BK1793.an estimated accuracy of +/- 6 seconds.
 BK1793
 BK1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1793.The vertical order pertains to the NGVD 29 superseded value.
 BK1793
 BK1793.The geoid height was determined by GEOID03.
 BK1793
 BK1793;                    North         East    Units  Estimated Accuracy
 BK1793;SPC TX C     - 3,077,960.    1,321,770.      MT  (+/- 180 meters Scaled)
 BK1793
 BK1793                          SUPERSEDED SURVEY CONTROL
 BK1793
 BK1793  NGVD 29 (??/??/??)    7.090  (m)           23.26   (f) ADJUSTED    1 2
 BK1793
 BK1793.Superseded values are not recommended for survey control.
 BK1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1793.See file dsdata.txt to determine how the superseded data were derived.
 BK1793
 BK1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP160420(NAD 83)
 BK1793_MARKER: DB = BENCH MARK DISK
 BK1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1793_STAMPING: V 89 1932 23.858
 BK1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1793+STABILITY: SURFACE MOTION
 BK1793
 BK1793  HISTORY     - Date     Condition        Report By
 BK1793  HISTORY     - 1932     MONUMENTED       CGS
 BK1793  HISTORY     - 1966     MARK NOT FOUND   CGS
 BK1793  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1793
 BK1793                          STATION DESCRIPTION
 BK1793
 BK1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BK1793'0.5 MI N FROM MAURICEVILLE.
 BK1793'0.5 MILE NORTH ALONG THE ORANGE AND NORTHWESTERN RAILROAD FROM THE
 BK1793'STATION AT MAURICEVILLE, ORANGE COUNTY, 2-1/4 POLES NORTH OF MILEPOST
 BK1793'B 478, 50 FEET WEST OF THE TRACK, 40 FEET NORTH OF A POLE, AND 30 FEET
 BK1793'EAST OF STATE HIGHWAY 62.  A STANDARD DISK STAMPED, 23.858 V 89 1932
 BK1793'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIPTION IS
 BK1793'ALMOST OBSOLETE AS THE RAILROAD TRACKS NO LONGER EXIST, STATE HIGHWAY
 BK1793'62 HAS BEEN CHANGED, AND THE MILEPOST HAVE BEEN TORE DOWN. THE
 BK1793'DISTANCE FROM THE RAILWAY STATION AT MAURICEVILLE TO SITE OF BENCH
 BK1793'MARK IS NOW AT A HIGHWAY INTERSECTION.  IT IS BELIEVED THE MARK HAS
 BK1793'BEEN DESTROYED OR WAS COVERED DURING IMPROVEMENTS OF THE HIGHWAY.
 BK1793
 BK1793                          STATION RECOVERY (1979)
 BK1793
 BK1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1633 ***********************************************************************
 AX1633  DESIGNATION -  V 890
 AX1633  PID         -  AX1633
 AX1633  STATE/COUNTY-  TX/LAVACA
 AX1633  USGS QUAD   -  SWEET HOME (1987)
 AX1633
 AX1633                         *CURRENT SURVEY CONTROL
 AX1633  ___________________________________________________________________
 AX1633* NAD 83(1986)-  29 21 17.     (N)    097 03 36.     (W)     SCALED    
 AX1633* NAVD 88     -        88.56   (+/-2cm)     290.6    (feet)  VERTCON   
 AX1633  ___________________________________________________________________
 AX1633  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1633
 AX1633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1633
 AX1633.The horizontal coordinates were scaled from a topographic map and have
 AX1633.an estimated accuracy of +/- 6 seconds.
 AX1633
 AX1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1633.The vertical order pertains to the NGVD 29 superseded value.
 AX1633
 AX1633.The geoid height was determined by GEOID03.
 AX1633
 AX1633;                    North         East    Units  Estimated Accuracy
 AX1633;SPC TXSC     - 4,170,170.      788,350.      MT  (+/- 180 meters Scaled)
 AX1633
 AX1633                          SUPERSEDED SURVEY CONTROL
 AX1633
 AX1633  NGVD 29 (??/??/92)   88.552  (m)          290.52   (f) ADJ UNCH    2 0
 AX1633
 AX1633.Superseded values are not recommended for survey control.
 AX1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1633.See file dsdata.txt to determine how the superseded data were derived.
 AX1633
 AX1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT883488(NAD 83)
 AX1633_MARKER: DB = BENCH MARK DISK
 AX1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1633_STAMPING: V 890 1934
 AX1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1633+STABILITY: SURFACE MOTION
 AX1633
 AX1633  HISTORY     - Date     Condition        Report By
 AX1633  HISTORY     - 1934     MONUMENTED       CGS
 AX1633  HISTORY     - 1962     GOOD             USGS
 AX1633
 AX1633                          STATION DESCRIPTION
 AX1633
 AX1633'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX1633'1.0 MI NE FROM SWEET HOME.
 AX1633'ABOUT 1.0 MILES NORTHEAST OF ALONG THE DISMANTLED TEXAS AND NEW
 AX1633'ORLEANS RAILROAD FROM SWEET HOME, LAVACA COUNTY, ABOUT 350 FEET
 AX1633'NORTHEAST OF A DRAIN.  ABOUT 2.5 MILE NORTHWEST OF A FARM HOUSE, 48
 AX1633'FEET NORTHWEST OF RAILROAD BED, 2 FEET SOUTHEAST OF RIGHT OF WAY FENCE
 AX1633'59 FEET NORTHEAST OF NORTHWEST - SOUTHEAST FENCE A STANDARD DISK,
 AX1633'STAMPED V 890 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1633'ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1160 ***********************************************************************
 BY1160  DESIGNATION -  V 891
 BY1160  PID         -  BY1160
 BY1160  STATE/COUNTY-  TX/NACOGDOCHES
 BY1160  USGS QUAD   -  APPLEBY (1983)
 BY1160
 BY1160                         *CURRENT SURVEY CONTROL
 BY1160  ___________________________________________________________________
 BY1160* NAD 83(1986)-  31 38 48.     (N)    094 31 51.     (W)     SCALED    
 BY1160* NAVD 88     -       111.21   (+/-2cm)     364.9    (feet)  VERTCON   
 BY1160  ___________________________________________________________________
 BY1160  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY1160
 BY1160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1160
 BY1160.The horizontal coordinates were scaled from a topographic map and have
 BY1160.an estimated accuracy of +/- 6 seconds.
 BY1160
 BY1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1160.The vertical order pertains to the NGVD 29 superseded value.
 BY1160
 BY1160.The geoid height was determined by GEOID03.
 BY1160
 BY1160;                    North         East    Units  Estimated Accuracy
 BY1160;SPC TX C     - 3,233,850.    1,250,110.      MT  (+/- 180 meters Scaled)
 BY1160
 BY1160                          SUPERSEDED SURVEY CONTROL
 BY1160
 BY1160  NGVD 29 (??/??/92)  111.241  (m)          364.96   (f) ADJ UNCH    2 0
 BY1160
 BY1160.Superseded values are not recommended for survey control.
 BY1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1160.See file dsdata.txt to determine how the superseded data were derived.
 BY1160
 BY1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR548022(NAD 83)
 BY1160_MARKER: DB = BENCH MARK DISK
 BY1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1160_STAMPING: V 891 1948
 BY1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1160+STABILITY: SURFACE MOTION
 BY1160
 BY1160  HISTORY     - Date     Condition        Report By
 BY1160  HISTORY     - 1948     MONUMENTED       CGS
 BY1160  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1160
 BY1160                          STATION DESCRIPTION
 BY1160
 BY1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1160'4.9 MI N FROM SWIFT.
 BY1160'2.4 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1160'SWIFT, THENCE 2.5 MILES NORTH ALONG THE CHRISTOPHER STORE-SHADY GROVE
 BY1160'CHURCH ROAD, ALONG THE SOUTH SIDE OF CEMETERY WHICH IS ACROSS THE ROAD
 BY1160'FROM SHADY GROVE CHURCH, 171.0 FEET SOUTHEAST OF THE CENTER OF THE TOP
 BY1160'OF MONUMENT AT THE GRAVE OF W. W. WEBB, 57.0 FEET WEST OF THE CENTER
 BY1160'LINE OF THE ROAD (MEASURED FROM A POINT ABOUT 200.0 FEET SOUTH OF
 BY1160'SHADY GROVE BAPTIST CHURCH), 9.5 FEET WEST OF THE MOST NORTHERLY ONE
 BY1160'OF TWO 24-INCH PINE TREES, 2.5 FEET EAST OF A REFERENCE POST, AND SET
 BY1160'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1160
 BY1160                          STATION RECOVERY (1998)
 BY1160
 BY1160'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0156 ***********************************************************************
 BY0156  DESIGNATION -  V 892
 BY0156  PID         -  BY0156
 BY0156  STATE/COUNTY-  TX/NACOGDOCHES
 BY0156  USGS QUAD   -  GARRISON EAST (1984)
 BY0156
 BY0156                         *CURRENT SURVEY CONTROL
 BY0156  ___________________________________________________________________
 BY0156* NAD 83(1986)-  31 48 01.     (N)    094 27 15.     (W)     SCALED    
 BY0156* NAVD 88     -        92.71   (+/-2cm)     304.2    (feet)  VERTCON   
 BY0156  ___________________________________________________________________
 BY0156  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY0156
 BY0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0156
 BY0156.The horizontal coordinates were scaled from a topographic map and have
 BY0156.an estimated accuracy of +/- 6 seconds.
 BY0156
 BY0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0156.The vertical order pertains to the NGVD 29 superseded value.
 BY0156
 BY0156.The geoid height was determined by GEOID03.
 BY0156
 BY0156;                    North         East    Units  Estimated Accuracy
 BY0156;SPC TX C     - 3,251,240.    1,256,470.      MT  (+/- 180 meters Scaled)
 BY0156
 BY0156                          SUPERSEDED SURVEY CONTROL
 BY0156
 BY0156  NGVD 29 (??/??/92)   92.706  (m)          304.15   (f) ADJ UNCH    2 0
 BY0156
 BY0156.Superseded values are not recommended for survey control.
 BY0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0156.See file dsdata.txt to determine how the superseded data were derived.
 BY0156
 BY0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR623192(NAD 83)
 BY0156_MARKER: DB = BENCH MARK DISK
 BY0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0156_STAMPING: V 892 1948
 BY0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0156+STABILITY: SURFACE MOTION
 BY0156
 BY0156  HISTORY     - Date     Condition        Report By
 BY0156  HISTORY     - 1948     MONUMENTED       CGS
 BY0156  HISTORY     - 1980     GOOD             USGS
 BY0156  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0156
 BY0156                          STATION DESCRIPTION
 BY0156
 BY0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0156'3.1 MI SE FROM GARRISON.
 BY0156'0.1 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0156'STATION AT GARRISON, THENCE 1.55 MILES SOUTHEAST AND 1.5 MILES SOUTH
 BY0156'AND SOUTHEAST ALONG A GRADED DIRT ROAD (GARRISON-PINE HILL SCHOOL
 BY0156'ROAD), 0.25 MILE SOUTHEAST OF BRIDGE OVER A STREAM, 0.8 MILE NORTHWEST
 BY0156'OF A COLORED CEMETERY, AT THE FARM HOME OF JOHN G. WILLIAMS WHICH IS
 BY0156'OCCUPIED BY W. R. CORLEY, ABOUT 150.0 FEET NORTHWEST OF A BRIDGE OVER
 BY0156'A STREAM, 107.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BY0156'FARMHOUSE, 30.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 8.0
 BY0156'FEET WEST OF A FENCE CORNER POST, 8.0 FEET EAST OF THE CENTER OF A
 BY0156'WIRE GATE, 2.2 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0156'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY0156
 BY0156                          STATION RECOVERY (1980)
 BY0156
 BY0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0156'FROM THE INTERSECTION OF HIGHWAY 59 AND FM 138 IN GARRISON, THENCE
 BY0156'3.0 MILES EAST ALONG FM 138 TO A FIELD ENTRANCE WEST GOING INTO A
 BY0156'PASTURE, 0.8 MILE NORTHWEST OF A CEMETARY, 97 FEET SOUTH ALONG
 BY0156'HIGHWAY & 42 FEET WEST FROM THE CENTER OF HIGHWAY AT FIELD ENTRANCE,
 BY0156'FLUSH WITH THE GROUND AND SET IN A CONCRETE POST.
 BY0156
 BY0156                          STATION RECOVERY (1998)
 BY0156
 BY0156'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1203 ***********************************************************************
 BY1203  DESIGNATION -  V 893
 BY1203  PID         -  BY1203
 BY1203  STATE/COUNTY-  TX/NACOGDOCHES
 BY1203  USGS QUAD   -  PLATT (1980)
 BY1203
 BY1203                         *CURRENT SURVEY CONTROL
 BY1203  ___________________________________________________________________
 BY1203* NAD 83(1986)-  31 29 58.     (N)    094 31 34.     (W)     SCALED    
 BY1203* NAVD 88     -        73.19   (+/-2cm)     240.1    (feet)  VERTCON   
 BY1203  ___________________________________________________________________
 BY1203  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY1203
 BY1203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1203
 BY1203.The horizontal coordinates were scaled from a topographic map and have
 BY1203.an estimated accuracy of +/- 6 seconds.
 BY1203
 BY1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1203.The vertical order pertains to the NGVD 29 superseded value.
 BY1203
 BY1203.The geoid height was determined by GEOID03.
 BY1203
 BY1203;                    North         East    Units  Estimated Accuracy
 BY1203;SPC TX C     - 3,217,570.    1,251,410.      MT  (+/- 180 meters Scaled)
 BY1203
 BY1203                          SUPERSEDED SURVEY CONTROL
 BY1203
 BY1203  NGVD 29 (??/??/92)   73.256  (m)          240.34   (f) ADJ UNCH    2 0
 BY1203
 BY1203.Superseded values are not recommended for survey control.
 BY1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1203.See file dsdata.txt to determine how the superseded data were derived.
 BY1203
 BY1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ550859(NAD 83)
 BY1203_MARKER: DB = BENCH MARK DISK
 BY1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1203_STAMPING: V-893 1948
 BY1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1203+STABILITY: SURFACE MOTION
 BY1203
 BY1203  HISTORY     - Date     Condition        Report By
 BY1203  HISTORY     - 1948     MONUMENTED       CGS
 BY1203  HISTORY     - 1977     GOOD             USGS
 BY1203  HISTORY     - 19980919 GOOD             USPSQD
 BY1203
 BY1203                          STATION DESCRIPTION
 BY1203
 BY1203'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY1203'0.2 MI S FROM WODEN.
 BY1203'AT WODEN, 0.2 MILE SOUTH ALONG FARM RD. 226 AND ONE BLOCK EAST FROM
 BY1203'HIGH SCHOOL, 92 FT NORTH OF THE FIRST PENTECOSTAL CHURCH, 45 FT NE OF
 BY1203'THE SE CORNER OF A HOUSE, 63 FT SOUTH OF THE CENTER LINE OF THE E-W
 BY1203'PAVED ROAD, 44 FT WEST OF THE CENTER LINE OF THE N-S GRAVELED ROAD, A
 BY1203'STANDARD DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BY1203'THE SURFACE OF THE GROUND.
 BY1203
 BY1203                          STATION RECOVERY (1998)
 BY1203
 BY1203'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0278 ***********************************************************************
 BY0278  DESIGNATION -  V 894 RESET 1962
 BY0278  PID         -  BY0278
 BY0278  STATE/COUNTY-  TX/NACOGDOCHES
 BY0278  USGS QUAD   -  MELROSE (1984)
 BY0278
 BY0278                         *CURRENT SURVEY CONTROL
 BY0278  ___________________________________________________________________
 BY0278* NAD 83(1986)-  31 31 59.     (N)    094 24 53.     (W)     SCALED    
 BY0278* NAVD 88     -       117.62   (+/-2cm)     385.9    (feet)  VERTCON   
 BY0278  ___________________________________________________________________
 BY0278  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY0278
 BY0278  VERT ORDER  -  THIRD (See Below)
 BY0278
 BY0278.The horizontal coordinates were scaled from a topographic map and have
 BY0278.an estimated accuracy of +/- 6 seconds.
 BY0278
 BY0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0278.The vertical order pertains to the NGVD 29 superseded value.
 BY0278
 BY0278.The geoid height was determined by GEOID03.
 BY0278
 BY0278;                    North         East    Units  Estimated Accuracy
 BY0278;SPC TX C     - 3,221,850.    1,261,780.      MT  (+/- 180 meters Scaled)
 BY0278
 BY0278                          SUPERSEDED SURVEY CONTROL
 BY0278
 BY0278  NGVD 29 (01/29/03)  117.67   (m)          386.1    (f) RESET       3  
 BY0278
 BY0278.Superseded values are not recommended for survey control.
 BY0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0278.See file dsdata.txt to determine how the superseded data were derived.
 BY0278
 BY0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ656895(NAD 83)
 BY0278_MARKER: DB = BENCH MARK DISK
 BY0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0278_STAMPING: V 894 RESET 1962
 BY0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0278+STABILITY: SURFACE MOTION
 BY0278
 BY0278  HISTORY     - Date     Condition        Report By
 BY0278  HISTORY     - 1962     MONUMENTED       CGS
 BY0278
 BY0278                          STATION DESCRIPTION
 BY0278
 BY0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BY0278'4.8 MI SE FROM MELROSE.
 BY0278'ABOUT 1.3 MILES EAST ON STATE HIGHWAYS 7 AND 21 FROM THE POST OFFICE
 BY0278'IN NACOGDOCHES TO THE HIGHWAY JUNCTION, THENCE SOUTHEAST ALONG STATE
 BY0278'HIGHWAY 21 FOR 9.7 MILES TO THE VILLAGE OF MELROSE, THENCE CONTINUE ON
 BY0278'STATE HIGHWAY 21 FOR 4.8 MILES TO BENCH MARK ON LEFT, JUST BEFORE
 BY0278'REACHING THE R. L. LYNCH GROCERY STORE AND GAS STATION, 56 FEET
 BY0278'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY, ON LAND OWNED BY MR.
 BY0278'WHITE, 130 FEET WEST OF THE SOUTHWEST CORNER OF THE YARD FENCE,
 BY0278'(MEASURED ALONG THE RIGHT-OF-WAY FENCE.)  6 FEET NORTH OF THE HIGHWAY
 BY0278'RIGHT-OF-WAY, AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD
 BY0278'DISK STAMPED V 894 RESET 1962, SET IN A 12IN. X 12IN. CONCRETE POST
 BY0278'WHICH PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1198 ***********************************************************************
 BY1198  DESIGNATION -  V 895
 BY1198  PID         -  BY1198
 BY1198  STATE/COUNTY-  TX/NACOGDOCHES
 BY1198  USGS QUAD   -  WODEN (1983)
 BY1198
 BY1198                         *CURRENT SURVEY CONTROL
 BY1198  ___________________________________________________________________
 BY1198* NAD 83(1986)-  31 32 00.     (N)    094 32 37.     (W)     SCALED    
 BY1198* NAVD 88     -        77.72   (+/-2cm)     255.0    (feet)  VERTCON   
 BY1198  ___________________________________________________________________
 BY1198  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1198
 BY1198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1198
 BY1198.The horizontal coordinates were scaled from a topographic map and have
 BY1198.an estimated accuracy of +/- 6 seconds.
 BY1198
 BY1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1198.The vertical order pertains to the NGVD 29 superseded value.
 BY1198
 BY1198.The geoid height was determined by GEOID03.
 BY1198
 BY1198;                    North         East    Units  Estimated Accuracy
 BY1198;SPC TX C     - 3,221,240.    1,249,550.      MT  (+/- 180 meters Scaled)
 BY1198
 BY1198                          SUPERSEDED SURVEY CONTROL
 BY1198
 BY1198  NGVD 29 (??/??/92)   77.786  (m)          255.20   (f) ADJ UNCH    2 0
 BY1198
 BY1198.Superseded values are not recommended for survey control.
 BY1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1198.See file dsdata.txt to determine how the superseded data were derived.
 BY1198
 BY1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ534897(NAD 83)
 BY1198_MARKER: DB = BENCH MARK DISK
 BY1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1198_STAMPING: V 895 1949
 BY1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1198+STABILITY: SURFACE MOTION
 BY1198
 BY1198  HISTORY     - Date     Condition        Report By
 BY1198  HISTORY     - 1949     MONUMENTED       CGS
 BY1198  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1198
 BY1198                          STATION DESCRIPTION
 BY1198
 BY1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1198'2.7 MI S FROM OAK RIDGE.
 BY1198'2.7 MILES SOUTH ALONG FARM ROAD 226 FROM THE ELEMENTARY SCHOOL AT OAK
 BY1198'RIDGE, 0.55 MILE NORTHWEST OF TUSCOSSO CREEK, AT THE NORTH END OF A
 BY1198'CURVE AND AT A POINT WHERE THE ROAD TURNS SOUTHEAST, 99.0 FEET WEST OF
 BY1198'THE CENTER LINE OF THE ROAD, 97.2 FEET SOUTHWEST OF THE CENTER OF THE
 BY1198'WEST END OF A CORRUGATED IRON CULVERT, 62.0 FEET SOUTH OF THE EXTENDED
 BY1198'CENTER LINE OF AN ABANDONED ASPHALT ROAD LEADING EAST, 48.6 FEET NORTH
 BY1198'OF THE CENTER OF A WELL, 33.6 FEET EAST OF THE NORTHEAST CORNER OF A
 BY1198'VACANT FARMHOUSE, 26.0 FEET SOUTH OF THE CENTER LINE OF AN ABANDONED
 BY1198'ROADBED LEADING WEST, 1.6 FEET SOUTH OF A REFERENCE POST, 1.5 FEET
 BY1198'EAST OF A FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY1198'FOOT ABOVE THE GROUND.
 BY1198
 BY1198                          STATION RECOVERY (1998)
 BY1198
 BY1198'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1498 ***********************************************************************
 BY1498  DESIGNATION -  V 896
 BY1498  PID         -  BY1498
 BY1498  STATE/COUNTY-  TX/TRINITY
 BY1498  USGS QUAD   -  CENTRALIA (1950)
 BY1498
 BY1498                         *CURRENT SURVEY CONTROL
 BY1498  ___________________________________________________________________
 BY1498* NAD 83(1986)-  31 18 55.     (N)    095 00 59.     (W)     SCALED    
 BY1498* NAVD 88     -        90.48   (+/-2cm)     296.8    (feet)  VERTCON   
 BY1498  ___________________________________________________________________
 BY1498  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY1498
 BY1498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1498
 BY1498.The horizontal coordinates were scaled from a topographic map and have
 BY1498.an estimated accuracy of +/- 6 seconds.
 BY1498
 BY1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1498.The vertical order pertains to the NGVD 29 superseded value.
 BY1498
 BY1498.The geoid height was determined by GEOID03.
 BY1498
 BY1498;                    North         East    Units  Estimated Accuracy
 BY1498;SPC TX C     - 3,194,850.    1,205,870.      MT  (+/- 180 meters Scaled)
 BY1498
 BY1498                          SUPERSEDED SURVEY CONTROL
 BY1498
 BY1498  NGVD 29 (??/??/92)   90.517  (m)          296.97   (f) ADJ UNCH    2 0
 BY1498
 BY1498.Superseded values are not recommended for survey control.
 BY1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1498.See file dsdata.txt to determine how the superseded data were derived.
 BY1498
 BY1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ081662(NAD 83)
 BY1498_MARKER: DB = BENCH MARK DISK
 BY1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1498_STAMPING: V 896 1948
 BY1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1498+STABILITY: SURFACE MOTION
 BY1498
 BY1498  HISTORY     - Date     Condition        Report By
 BY1498  HISTORY     - 1948     MONUMENTED       CGS
 BY1498
 BY1498                          STATION DESCRIPTION
 BY1498
 BY1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1498'7.9 MI W FROM APPLE SPRINGS.
 BY1498'6.5 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT APPLE
 BY1498'SPRINGS, THENCE 1.4 MILES WEST ALONG DAVY CROCKETT NATIONAL FOREST
 BY1498'HIGHWAY 27, 25.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.4
 BY1498'FEET NORTHEAST OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE, 1.7
 BY1498'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1498'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1622 ***********************************************************************
 BY1622  DESIGNATION -  V 897
 BY1622  PID         -  BY1622
 BY1622  STATE/COUNTY-  TX/HOUSTON
 BY1622  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1622
 BY1622                         *CURRENT SURVEY CONTROL
 BY1622  ___________________________________________________________________
 BY1622* NAD 83(1986)-  31 08 19.     (N)    095 22 54.     (W)     SCALED    
 BY1622* NAVD 88     -        70.25   (+/-2cm)     230.5    (feet)  VERTCON   
 BY1622  ___________________________________________________________________
 BY1622  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY1622
 BY1622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1622
 BY1622.The horizontal coordinates were scaled from a topographic map and have
 BY1622.an estimated accuracy of +/- 6 seconds.
 BY1622
 BY1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1622.The vertical order pertains to the NGVD 29 superseded value.
 BY1622
 BY1622.The geoid height was determined by GEOID03.
 BY1622
 BY1622;                    North         East    Units  Estimated Accuracy
 BY1622;SPC TX C     - 3,173,680.    1,172,010.      MT  (+/- 180 meters Scaled)
 BY1622
 BY1622                          SUPERSEDED SURVEY CONTROL
 BY1622
 BY1622  NGVD 29 (??/??/92)   70.272  (m)          230.55   (f) ADJ UNCH    2 0
 BY1622
 BY1622.Superseded values are not recommended for survey control.
 BY1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1622.See file dsdata.txt to determine how the superseded data were derived.
 BY1622
 BY1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ729474(NAD 83)
 BY1622_MARKER: DB = BENCH MARK DISK
 BY1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1622_STAMPING: V 897 1948
 BY1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1622+STABILITY: SURFACE MOTION
 BY1622
 BY1622  HISTORY     - Date     Condition        Report By
 BY1622  HISTORY     - 1948     MONUMENTED       CGS
 BY1622  HISTORY     - 1962     GOOD             USGS
 BY1622
 BY1622                          STATION DESCRIPTION
 BY1622
 BY1622'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BY1622'4.2 MI E FROM LOVELADY.
 BY1622'LOVELADY, 4.2 MILES EAST OF ALONG FARM ROAD NO. 1280.  0.5 MILES EAST
 BY1622'OF THE CENTER GROVE ROAD.  100 FEET SOUTH OF ROAD NO. 1280 AND 100
 BY1622'FEET WEST OF A FENCE LINE.  35.8 FEET NW. OF THE NW. CORNER OF A SMALL
 BY1622'FRAME CHURCH.  SET IN A CONCRETE POST PROJECTING 0.7 FOOT, A STANDARD
 BY1622'TABLET STAMPED V-897-1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0151 ***********************************************************************
 BZ0151  DESIGNATION -  V 898
 BZ0151  PID         -  BZ0151
 BZ0151  STATE/COUNTY-  TX/FREESTONE
 BZ0151  USGS QUAD   -  DEW (1982)
 BZ0151
 BZ0151                         *CURRENT SURVEY CONTROL
 BZ0151  ___________________________________________________________________
 BZ0151* NAD 83(1986)-  31 31 51.     (N)    096 10 55.     (W)     SCALED    
 BZ0151* NAVD 88     -       140.496  (meters)     460.94   (feet)  ADJUSTED  
 BZ0151  ___________________________________________________________________
 BZ0151  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BZ0151  DYNAMIC HT  -         140.326 (meters)     460.39  (feet)  COMP
 BZ0151  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 BZ0151
 BZ0151  VERT ORDER  -  SECOND    CLASS 0
 BZ0151
 BZ0151.The horizontal coordinates were scaled from a topographic map and have
 BZ0151.an estimated accuracy of +/- 6 seconds.
 BZ0151
 BZ0151.The orthometric height was determined by differential leveling
 BZ0151.and adjusted by the National Geodetic Survey in June 1991..
 BZ0151
 BZ0151.The geoid height was determined by GEOID03.
 BZ0151
 BZ0151.The dynamic height is computed by dividing the NAVD 88
 BZ0151.geopotential number by the normal gravity value computed on the
 BZ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0151.degrees latitude (g = 980.6199 gals.).
 BZ0151
 BZ0151.The modeled gravity was interpolated from observed gravity values.
 BZ0151
 BZ0151;                    North         East    Units  Estimated Accuracy
 BZ0151;SPC TX C     - 3,214,010.    1,094,140.      MT  (+/- 180 meters Scaled)
 BZ0151
 BZ0151                          SUPERSEDED SURVEY CONTROL
 BZ0151
 BZ0151  NGVD 29 (??/??/92)  140.487  (m)          460.91   (f) ADJ UNCH    2 0
 BZ0151
 BZ0151.Superseded values are not recommended for survey control.
 BZ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0151.See file dsdata.txt to determine how the superseded data were derived.
 BZ0151
 BZ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV675918(NAD 83)
 BZ0151_MARKER: DB = BENCH MARK DISK
 BZ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0151_STAMPING: V 898 1948
 BZ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0151+STABILITY: SURFACE MOTION
 BZ0151
 BZ0151  HISTORY     - Date     Condition        Report By
 BZ0151  HISTORY     - 1948     MONUMENTED       CGS
 BZ0151  HISTORY     - 1965     GOOD             USGS
 BZ0151
 BZ0151                          STATION DESCRIPTION
 BZ0151
 BZ0151'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BZ0151'4.9 MI E FROM FREESTONE.
 BZ0151'FROM POST OFFICE AT FREESTONE GO 0.3 MILES SOUTH ALONG FARM ROAD 80,
 BZ0151'THENCE 1.9 MILES EAST ALONG FARM ROAD 489 TO A ROAD JUNCTION, THENCE
 BZ0151'2.7 MILES SOUTHEAST GRADDED DIRT ROAD LEADING TO BUFFALO, 170 FEET
 BZ0151'EAST OF A DRAIN CROSSING, 19.9 FEET WEST OF A 26 INCH GUM TREE, 24
 BZ0151'FEET NORTHEAST OF THE CENTERLINE OF THE TORD, SET IN THE TOP OF A
 BZ0151'CONCRETE POST WHICH PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2221 ***********************************************************************
 BY2221  DESIGNATION -  V 899
 BY2221  PID         -  BY2221
 BY2221  STATE/COUNTY-  TX/FREESTONE
 BY2221  USGS QUAD   -  KEECHI (1964)
 BY2221
 BY2221                         *CURRENT SURVEY CONTROL
 BY2221  ___________________________________________________________________
 BY2221* NAD 83(1986)-  31 35 36.     (N)    095 59 13.     (W)     SCALED    
 BY2221* NAVD 88     -       113.690  (meters)     373.00   (feet)  ADJUSTED  
 BY2221  ___________________________________________________________________
 BY2221  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BY2221  DYNAMIC HT  -         113.551 (meters)     372.54  (feet)  COMP
 BY2221  MODELED GRAV-     979,416.6   (mgal)                       NAVD 88
 BY2221
 BY2221  VERT ORDER  -  SECOND    CLASS 0
 BY2221
 BY2221.The horizontal coordinates were scaled from a topographic map and have
 BY2221.an estimated accuracy of +/- 6 seconds.
 BY2221
 BY2221.The orthometric height was determined by differential leveling
 BY2221.and adjusted by the National Geodetic Survey in June 1991..
 BY2221
 BY2221.The geoid height was determined by GEOID03.
 BY2221
 BY2221.The dynamic height is computed by dividing the NAVD 88
 BY2221.geopotential number by the normal gravity value computed on the
 BY2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2221.degrees latitude (g = 980.6199 gals.).
 BY2221
 BY2221.The modeled gravity was interpolated from observed gravity values.
 BY2221
 BY2221;                    North         East    Units  Estimated Accuracy
 BY2221;SPC TX C     - 3,221,640.    1,112,380.      MT  (+/- 180 meters Scaled)
 BY2221
 BY2221                          SUPERSEDED SURVEY CONTROL
 BY2221
 BY2221  NGVD 29 (??/??/92)  113.672  (m)          372.94   (f) ADJ UNCH    2 0
 BY2221
 BY2221.Superseded values are not recommended for survey control.
 BY2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2221.See file dsdata.txt to determine how the superseded data were derived.
 BY2221
 BY2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ165992(NAD 83)
 BY2221_MARKER: DB = BENCH MARK DISK
 BY2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2221_STAMPING: V 899 1948
 BY2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2221+STABILITY: SURFACE MOTION
 BY2221
 BY2221  HISTORY     - Date     Condition        Report By
 BY2221  HISTORY     - 1948     MONUMENTED       CGS
 BY2221
 BY2221                          STATION DESCRIPTION
 BY2221
 BY2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY2221'9.35 MI E FROM DEW.
 BY2221'5.0 MILES EAST ALONG FARM ROAD NO. 489 FROM THE METHODIST CHURCH AT
 BY2221'DEW, THENCE 4.35 MILES EAST ALONG THE LANELY-OAKWOOD DIRT ROAD, AT A
 BY2221'DIRT T-ROAD LEADING NORTH, 500.0 FEET SOUTH OF THE ABE JONES COTTON
 BY2221'GIN, 74.7 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 30.5 FEET
 BY2221'WEST AND ABOUT 2.0 FEET ABOVE THE CENTER OF THE T-ROAD, 72.2 FEET WEST
 BY2221'OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 78.0 FEET NORTHWEST OF A
 BY2221'GROUP OF FOUR MAIL BOXES, 50.2 FEET NORTH OF A FENCE CORNER, 1.8 FEET
 BY2221'SOUTH OF A WITNESS POST, 1.0 FOOT EAST OF A WOVEN WIRE FENCE AND SET
 BY2221'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0321 ***********************************************************************
 FL0321  DESIGNATION -  V 9
 FL0321  PID         -  FL0321
 FL0321  STATE/COUNTY-  TX/GRAY
 FL0321  USGS QUAD   -  ALANREED (1976)
 FL0321
 FL0321                         *CURRENT SURVEY CONTROL
 FL0321  ___________________________________________________________________
 FL0321* NAD 83(1986)-  35 12 16.     (N)    100 42 35.     (W)     SCALED    
 FL0321* NAVD 88     -       917.327  (meters)    3009.60   (feet)  ADJUSTED  
 FL0321  ___________________________________________________________________
 FL0321  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL0321  DYNAMIC HT  -         916.318 (meters)    3006.29  (feet)  COMP
 FL0321  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 FL0321
 FL0321  VERT ORDER  -  FIRST     CLASS II
 FL0321
 FL0321.The horizontal coordinates were scaled from a topographic map and have
 FL0321.an estimated accuracy of +/- 6 seconds.
 FL0321
 FL0321.The orthometric height was determined by differential leveling
 FL0321.and adjusted by the National Geodetic Survey in June 1991..
 FL0321
 FL0321.The geoid height was determined by GEOID03.
 FL0321
 FL0321.The dynamic height is computed by dividing the NAVD 88
 FL0321.geopotential number by the normal gravity value computed on the
 FL0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0321.degrees latitude (g = 980.6199 gals.).
 FL0321
 FL0321.The modeled gravity was interpolated from observed gravity values.
 FL0321
 FL0321;                    North         East    Units  Estimated Accuracy
 FL0321;SPC TX N     - 1,133,910.      271,960.      MT  (+/- 180 meters Scaled)
 FL0321
 FL0321                          SUPERSEDED SURVEY CONTROL
 FL0321
 FL0321  NGVD 29 (??/??/92)  916.963  (m)         3008.40   (f) ADJ UNCH    1 2
 FL0321
 FL0321.Superseded values are not recommended for survey control.
 FL0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0321.See file dsdata.txt to determine how the superseded data were derived.
 FL0321
 FL0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD443970(NAD 83)
 FL0321_MARKER: P = PIPE CAP
 FL0321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0321_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL0321_STAMPING: V 9 ELEV 3008.344 FT
 FL0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0321
 FL0321  HISTORY     - Date     Condition        Report By
 FL0321  HISTORY     - UNK      MONUMENTED       CGS
 FL0321  HISTORY     - 1953     GOOD             NGS
 FL0321
 FL0321                          STATION DESCRIPTION
 FL0321
 FL0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0321'1.6 MI E FROM ALANREED.
 FL0321'1.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0321'FROM THE STATION SIGN AT ALANREED, 14 1/2 POLES WEST OF MILEPOST 694,
 FL0321'43 FEET NORTHWEST OF THE CENTER LINE OF A ROAD, 51.8 FEET SOUTHEAST OF
 FL0321'THE SOUTHEAST RAIL, 1.4 FEET NORTHWEST OF A WITNESS POST, SCREWED ON
 FL0321'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE
 FL0321'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1875 ***********************************************************************
 BK1875  DESIGNATION -  V 90
 BK1875  PID         -  BK1875
 BK1875  STATE/COUNTY-  TX/JASPER
 BK1875  USGS QUAD   -  ROGANVILLE (1984)
 BK1875
 BK1875                         *CURRENT SURVEY CONTROL
 BK1875  ___________________________________________________________________
 BK1875* NAD 83(1986)-  30 50 06.     (N)    093 54 55.     (W)     SCALED    
 BK1875* NAVD 88     -        68.21   (+/-2cm)     223.8    (feet)  VERTCON   
 BK1875  ___________________________________________________________________
 BK1875  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BK1875
 BK1875  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1875
 BK1875.The horizontal coordinates were scaled from a topographic map and have
 BK1875.an estimated accuracy of +/- 6 seconds.
 BK1875
 BK1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1875.The vertical order pertains to the NGVD 29 superseded value.
 BK1875
 BK1875.The geoid height was determined by GEOID03.
 BK1875
 BK1875;                    North         East    Units  Estimated Accuracy
 BK1875;SPC TX C     - 3,147,220.    1,313,590.      MT  (+/- 180 meters Scaled)
 BK1875
 BK1875                          SUPERSEDED SURVEY CONTROL
 BK1875
 BK1875  NGVD 29 (??/??/??)   68.211  (m)          223.79   (f) ADJUSTED    1 2
 BK1875
 BK1875.Superseded values are not recommended for survey control.
 BK1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1875.See file dsdata.txt to determine how the superseded data were derived.
 BK1875
 BK1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ124116(NAD 83)
 BK1875_MARKER: DB = BENCH MARK DISK
 BK1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1875_STAMPING: V 90 1932
 BK1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1875+STABILITY: SURFACE MOTION
 BK1875
 BK1875  HISTORY     - Date     Condition        Report By
 BK1875  HISTORY     - 1932     MONUMENTED       CGS
 BK1875  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1875  HISTORY     - 1978     POOR             USGS
 BK1875
 BK1875                          STATION DESCRIPTION
 BK1875
 BK1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1875'2.5 MI N FROM ROGANVILLE.
 BK1875'2.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1875'STATION AT ROGANVILLE, JASPER COUNTY, 1-1/4 POLES NORTH OF MILE POLE
 BK1875'65, 90 FEET SOUTH OF THE SIGNBOARD AT HAYWOOD, 30 FEET WEST OF THE
 BK1875'TRACK, AND 25 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED V 90
 BK1875'1932 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROADS IMPASSABLE.
 BK1875
 BK1875                          STATION RECOVERY (1934)
 BK1875
 BK1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1875'MARK NOT FOUND.
 BK1875
 BK1875                          STATION RECOVERY (1978)
 BK1875
 BK1875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1875'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0506 ***********************************************************************
 DM0506  DESIGNATION -  V 901
 DM0506  PID         -  DM0506
 DM0506  STATE/COUNTY-  TX/HOPKINS
 DM0506  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM0506
 DM0506                         *CURRENT SURVEY CONTROL
 DM0506  ___________________________________________________________________
 DM0506* NAD 83(1986)-  33 08 56.     (N)    095 36 20.     (W)     SCALED    
 DM0506* NAVD 88     -       153.583  (meters)     503.88   (feet)  ADJUSTED  
 DM0506  ___________________________________________________________________
 DM0506  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DM0506  DYNAMIC HT  -         153.415 (meters)     503.33  (feet)  COMP
 DM0506  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 DM0506
 DM0506  VERT ORDER  -  SECOND    CLASS 0
 DM0506
 DM0506.The horizontal coordinates were scaled from a topographic map and have
 DM0506.an estimated accuracy of +/- 6 seconds.
 DM0506
 DM0506.The orthometric height was determined by differential leveling
 DM0506.and adjusted by the National Geodetic Survey in June 1991..
 DM0506
 DM0506.The geoid height was determined by GEOID03.
 DM0506
 DM0506.The dynamic height is computed by dividing the NAVD 88
 DM0506.geopotential number by the normal gravity value computed on the
 DM0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0506.degrees latitude (g = 980.6199 gals.).
 DM0506
 DM0506.The modeled gravity was interpolated from observed gravity values.
 DM0506
 DM0506;                    North         East    Units  Estimated Accuracy
 DM0506;SPC TXNC     - 2,168,080.      869,970.      MT  (+/- 180 meters Scaled)
 DM0506
 DM0506                          SUPERSEDED SURVEY CONTROL
 DM0506
 DM0506  NGVD 29 (??/??/92)  153.582  (m)          503.88   (f) ADJ UNCH    2 0
 DM0506
 DM0506.Superseded values are not recommended for survey control.
 DM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0506.See file dsdata.txt to determine how the superseded data were derived.
 DM0506
 DM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS569708(NAD 83)
 DM0506_MARKER: DB = BENCH MARK DISK
 DM0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0506_STAMPING: V 901 1945
 DM0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0506+STABILITY: SURFACE MOTION
 DM0506
 DM0506  HISTORY     - Date     Condition        Report By
 DM0506  HISTORY     - 1945     MONUMENTED       CGS
 DM0506  HISTORY     - 1964     POOR             USGS
 DM0506  HISTORY     - 19950622 POOR             USPSQD
 DM0506
 DM0506                          STATION DESCRIPTION
 DM0506
 DM0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DM0506'IN SULPHUR SPRINGS.
 DM0506'AT SULPHUR SPRINGS, 135.0 FEET NORTHWEST OF THE INTERSECTION OF
 DM0506'SEVENTH AND PARK STREETS, 36.0 FEET SOUTH OF THE CENTER LINE OF
 DM0506'SEVENTH STREET, 8.0 FEET SOUTHEAST OF A COVERED WELL, 1.0 FOOT
 DM0506'SOUTHEAST OF A BOARD FENCE AND 1.0 FOOT NORTH OF A 4X4 MARKER POST. AN
 DM0506'IRON DISK STAMPED V 901 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 DM0506'PROJECTS 5 INCHES ABOVE GROUND.  NOTE-- THE LAND OWNER SAYS THAT THERE
 DM0506'IS A BIG OLD CISTERN LOCATED UNDER ALL OF THAT AREA, AND THAT FOR THE
 DM0506'PAST SEVERAL YEARS IT HAS BEEN SETTLING AND CAVING.
 DM0506
 DM0506                          STATION RECOVERY (1964)
 DM0506
 DM0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0506'MARK RECOVERED IN POOR CONDITION.
 DM0506
 DM0506                          STATION RECOVERY (1995)
 DM0506
 DM0506'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0506'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0312 ***********************************************************************
 DN0312  DESIGNATION -  V 902
 DN0312  PID         -  DN0312
 DN0312  STATE/COUNTY-  TX/GRAYSON
 DN0312  USGS QUAD   -  ETHEL (1975)
 DN0312
 DN0312                         *CURRENT SURVEY CONTROL
 DN0312  ___________________________________________________________________
 DN0312* NAD 83(1986)-  33 30 37.     (N)    096 46 15.     (W)     SCALED    
 DN0312* NAVD 88     -       221.213  (meters)     725.76   (feet)  ADJUSTED  
 DN0312  ___________________________________________________________________
 DN0312  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DN0312  DYNAMIC HT  -         220.981 (meters)     725.00  (feet)  COMP
 DN0312  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DN0312
 DN0312  VERT ORDER  -  SECOND    CLASS 0
 DN0312
 DN0312.The horizontal coordinates were scaled from a topographic map and have
 DN0312.an estimated accuracy of +/- 6 seconds.
 DN0312
 DN0312.The orthometric height was determined by differential leveling
 DN0312.and adjusted by the National Geodetic Survey in June 1991..
 DN0312
 DN0312.The geoid height was determined by GEOID03.
 DN0312
 DN0312.The dynamic height is computed by dividing the NAVD 88
 DN0312.geopotential number by the normal gravity value computed on the
 DN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0312.degrees latitude (g = 980.6199 gals.).
 DN0312
 DN0312.The modeled gravity was interpolated from observed gravity values.
 DN0312
 DN0312;                    North         East    Units  Estimated Accuracy
 DN0312;SPC TXNC     - 2,205,760.      760,640.      MT  (+/- 180 meters Scaled)
 DN0312
 DN0312                          SUPERSEDED SURVEY CONTROL
 DN0312
 DN0312  NGVD 29 (??/??/92)  221.209  (m)          725.75   (f) ADJ UNCH    2 0
 DN0312
 DN0312.Superseded values are not recommended for survey control.
 DN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0312.See file dsdata.txt to determine how the superseded data were derived.
 DN0312
 DN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC070100(NAD 83)
 DN0312_MARKER: DB = BENCH MARK DISK
 DN0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0312_STAMPING: V 902 1945
 DN0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0312+STABILITY: SURFACE MOTION
 DN0312
 DN0312  HISTORY     - Date     Condition        Report By
 DN0312  HISTORY     - 1945     MONUMENTED       CGS
 DN0312  HISTORY     - 19990213 GOOD             USPSQD
 DN0312
 DN0312                          STATION DESCRIPTION
 DN0312
 DN0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DN0312'8.3 MI NW FROM GUNTER.
 DN0312'8.3 MILES NORTHWEST AT GASKIN FIELD, 2.5 FEET SOUTHWEST OF THE
 DN0312'SOUTHEAST CORNER OF THE CONTROL TOWER.  AN IRON DISK STAMPED V 902
 DN0312'1945 SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 DN0312
 DN0312                          STATION RECOVERY (1999)
 DN0312
 DN0312'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0006 ***********************************************************************
 CC0006  DESIGNATION -  V 903
 CC0006  PID         -  CC0006
 CC0006  STATE/COUNTY-  TX/MIDLAND
 CC0006  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0006
 CC0006                         *CURRENT SURVEY CONTROL
 CC0006  ___________________________________________________________________
 CC0006* NAD 83(1986)-  31 59 42.     (N)    102 05 27.     (W)     SCALED    
 CC0006* NAVD 88     -       853.772  (meters)    2801.08   (feet)  ADJUSTED  
 CC0006  ___________________________________________________________________
 CC0006  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CC0006  DYNAMIC HT  -         852.573 (meters)    2797.15  (feet)  COMP
 CC0006  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 CC0006
 CC0006  VERT ORDER  -  FIRST     CLASS II
 CC0006
 CC0006.The horizontal coordinates were scaled from a topographic map and have
 CC0006.an estimated accuracy of +/- 6 seconds.
 CC0006
 CC0006.The orthometric height was determined by differential leveling
 CC0006.and adjusted by the National Geodetic Survey in June 1991..
 CC0006.WARNING-Repeat measurements at this control monument indicate possible
 CC0006.vertical movement.
 CC0006
 CC0006.The geoid height was determined by GEOID03.
 CC0006
 CC0006.The dynamic height is computed by dividing the NAVD 88
 CC0006.geopotential number by the normal gravity value computed on the
 CC0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0006.degrees latitude (g = 980.6199 gals.).
 CC0006
 CC0006.The modeled gravity was interpolated from observed gravity values.
 CC0006
 CC0006;                    North         East    Units  Estimated Accuracy
 CC0006;SPC TX C     - 3,259,440.      533,920.      MT  (+/- 180 meters Scaled)
 CC0006
 CC0006                          SUPERSEDED SURVEY CONTROL
 CC0006
 CC0006  NGVD 29 (??/??/92)  853.400  (m)         2799.86   (f) ADJ UNCH    1 2
 CC0006
 CC0006.Superseded values are not recommended for survey control.
 CC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0006.See file dsdata.txt to determine how the superseded data were derived.
 CC0006
 CC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR748435(NAD 83)
 CC0006_MARKER: DB = BENCH MARK DISK
 CC0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0006_STAMPING: V 903 1945
 CC0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0006+STABILITY: SURFACE MOTION
 CC0006
 CC0006  HISTORY     - Date     Condition        Report By
 CC0006  HISTORY     - 1945     MONUMENTED       CGS
 CC0006  HISTORY     - 1967     GOOD             NGS
 CC0006  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0006
 CC0006                          STATION DESCRIPTION
 CC0006
 CC0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0006'1.3 MI W FROM MIDLAND.
 CC0006'ABOUT 0.8 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0006'STATION AT MIDLAND, THENCE 0.5 MILE NORTH ALONG FIRST STREET, AT THE
 CC0006'SOUTHWEST CORNER OF A PARK, 52 FEET EAST OF THE CENTER LINE OF FIRST
 CC0006'STREET, 35 FEET NORTH OF THE CENTER LINE OF WEST WALL AVENUE, 26 FEET
 CC0006'EAST OF AN 18-INCH ELM TREE, 10 FEET NORTH OF THE NORTH CURB OF WEST
 CC0006'WALL AVENUE, ABOUT 6 INCHES ABOVE THE LEVEL OF THE AVENUE, AND SET IN
 CC0006'THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 CC0006
 CC0006                          STATION RECOVERY (1982)
 CC0006
 CC0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0301 ***********************************************************************
 CC0301  DESIGNATION -  V 904
 CC0301  PID         -  CC0301
 CC0301  STATE/COUNTY-  TX/WINKLER
 CC0301  USGS QUAD   -  PYOTE NE (1969)
 CC0301
 CC0301                         *CURRENT SURVEY CONTROL
 CC0301  ___________________________________________________________________
 CC0301* NAD 83(1986)-  31 43 30.     (N)    103 05 00.     (W)     SCALED    
 CC0301* NAVD 88     -       833.319  (meters)    2733.98   (feet)  ADJUSTED  
 CC0301  ___________________________________________________________________
 CC0301  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CC0301  DYNAMIC HT  -         832.149 (meters)    2730.14  (feet)  COMP
 CC0301  MODELED GRAV-     979,207.6   (mgal)                       NAVD 88
 CC0301
 CC0301  VERT ORDER  -  SECOND    CLASS 0
 CC0301
 CC0301.The horizontal coordinates were scaled from a topographic map and have
 CC0301.an estimated accuracy of +/- 6 seconds.
 CC0301
 CC0301.The orthometric height was determined by differential leveling
 CC0301.and adjusted by the National Geodetic Survey in June 1991..
 CC0301
 CC0301.The geoid height was determined by GEOID03.
 CC0301
 CC0301.The dynamic height is computed by dividing the NAVD 88
 CC0301.geopotential number by the normal gravity value computed on the
 CC0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0301.degrees latitude (g = 980.6199 gals.).
 CC0301
 CC0301.The modeled gravity was interpolated from observed gravity values.
 CC0301
 CC0301;                    North         East    Units  Estimated Accuracy
 CC0301;SPC TX C     - 3,231,410.      439,410.      MT  (+/- 180 meters Scaled)
 CC0301
 CC0301                          SUPERSEDED SURVEY CONTROL
 CC0301
 CC0301  NGVD 29 (??/??/92)  832.961  (m)         2732.81   (f) ADJ UNCH    2 0
 CC0301
 CC0301.Superseded values are not recommended for survey control.
 CC0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0301.See file dsdata.txt to determine how the superseded data were derived.
 CC0301
 CC0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR815115(NAD 83)
 CC0301_MARKER: DB = BENCH MARK DISK
 CC0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0301_STAMPING: V 904 1945
 CC0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0301+STABILITY: SURFACE MOTION
 CC0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0301+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 CC0301
 CC0301  HISTORY     - Date     Condition        Report By
 CC0301  HISTORY     - 1945     MONUMENTED       CGS
 CC0301  HISTORY     - 20030902 GOOD             INDIV
 CC0301
 CC0301                          STATION DESCRIPTION
 CC0301
 CC0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CC0301'6.1 MI SE FROM WINK.
 CC0301'TO REACH MARK FROM THE POST OFFICE AT WINK GO 2 BLOCKS SOUTH THENCE
 CC0301'EAST 2.9 MILES ALONG AN ASPHALT ROAD.  THENCE SOUTH 3.1 MILES ALONG
 CC0301'THE TEXAS AND NEW MEXICO RAILROAD TRACKS TO SITE OF MARK, BENCH MARK
 CC0301'IS OPPOSITE THE FIRST POLE SOUTH OF MILE POST 14, 98.5 FEET EAST OF
 CC0301'AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE TRACKS, 2.0 FEET
 CC0301'WEST OF THE RIGHT OF WAY FENCE AND 1.0 FOOT NORTH OF A 4 X 4 MARKER
 CC0301'POST.  AN IRON DISK STAMPED T 904 1945 SET IN THE TOP OF A CONCRETE
 CC0301'POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
 CC0301
 CC0301                          STATION RECOVERY (2003)
 CC0301
 CC0301'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0389 ***********************************************************************
 DP0389  DESIGNATION -  V 905
 DP0389  PID         -  DP0389
 DP0389  STATE/COUNTY-  TX/LUBBOCK
 DP0389  USGS QUAD   -  NEW DEAL (1975)
 DP0389
 DP0389                         *CURRENT SURVEY CONTROL
 DP0389  ___________________________________________________________________
 DP0389* NAD 83(1986)-  33 39 21.     (N)    101 50 01.     (W)     SCALED    
 DP0389* NAVD 88     -       988.353  (meters)    3242.62   (feet)  ADJUSTED  
 DP0389  ___________________________________________________________________
 DP0389  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 DP0389  DYNAMIC HT  -         987.075 (meters)    3238.43  (feet)  COMP
 DP0389  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 DP0389
 DP0389  VERT ORDER  -  FIRST     CLASS II
 DP0389
 DP0389.This mark is at Lubbock Intl (LBB) Airport (LBB)
 DP0389
 DP0389.The horizontal coordinates were scaled from a topographic map and have
 DP0389.an estimated accuracy of +/- 6 seconds.
 DP0389
 DP0389.The orthometric height was determined by differential leveling
 DP0389.and adjusted by the National Geodetic Survey in June 1991..
 DP0389
 DP0389.The geoid height was determined by GEOID03.
 DP0389
 DP0389.The dynamic height is computed by dividing the NAVD 88
 DP0389.geopotential number by the normal gravity value computed on the
 DP0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0389.degrees latitude (g = 980.6199 gals.).
 DP0389
 DP0389.The modeled gravity was interpolated from observed gravity values.
 DP0389
 DP0389;                    North         East    Units  Estimated Accuracy
 DP0389;SPC TXNC     - 2,225,490.      290,860.      MT  (+/- 180 meters Scaled)
 DP0389
 DP0389                          SUPERSEDED SURVEY CONTROL
 DP0389
 DP0389  NGVD 29 (??/??/92)  987.976  (m)         3241.38   (f) ADJ UNCH    1 2
 DP0389
 DP0389.Superseded values are not recommended for survey control.
 DP0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0389.See file dsdata.txt to determine how the superseded data were derived.
 DP0389
 DP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC372275(NAD 83)
 DP0389_MARKER: DB = BENCH MARK DISK
 DP0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0389_SP_SET: BUILDING
 DP0389_STAMPING: V 905 1945
 DP0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0389+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 DP0389
 DP0389  HISTORY     - Date     Condition        Report By
 DP0389  HISTORY     - 1945     MONUMENTED       CGS
 DP0389  HISTORY     - 1955     GOOD             NGS
 DP0389  HISTORY     - 1975     GOOD             NGS
 DP0389  HISTORY     - 20051212 GOOD             GEOCAC
 DP0389
 DP0389                          STATION DESCRIPTION
 DP0389
 DP0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DP0389'IN LUBBOCK.
 DP0389'AT LUBBOCK MUNICIPAL AIRPORT, LUBBOCK COUNTY, 1.0 MILE WEST OF THE
 DP0389'CENTRAL CONTROL TOWER, AT THE MUNICIPAL HANGAR, IN THE EAST BRICK
 DP0389'WALL, 10.3 FEET SOUTH OF THE NORTHEAST CORNER, 3 FEET ABOVE THE
 DP0389'GROUND, AND SET VERTICALLY.
 DP0389
 DP0389                          STATION RECOVERY (1975)
 DP0389
 DP0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DP0389'RECOVERED IN GOOD CONDITION.
 DP0389
 DP0389                          STATION RECOVERY (2005)
 DP0389
 DP0389'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 DP0389'THE BUILDING FORMERLY KNOWN AS THE MUNICIPAL HANGAR IS NOW AN AIRCRAFT
 DP0389' 
 DP0389'MAINTENANCE SHOP JUST SOUTH OF THE SILENT WINGS MUSEUM (FORMER LUBBOCK
 DP0389' 
 DP0389'MUNICIPAL AIRPORT TERMINAL).  TO REACH THE STATION FROM THE AIRPORT
 DP0389'EXIT (8)
 DP0389'FROM INTERSTATE 27, GO EAST FROM THE I-27 UNDERPASS 0.1 MILE TO THE
 DP0389'FIRST LEFT
 DP0389'AT THE NATIONAL GUARD AIR STATION.  PROCEED NORTH FOR .8 MILE TO THE
 DP0389'HANGAR
 DP0389'ON THE RIGHT.  ACCESS MAY BE RESTRICTED.  WE WERE ACCOMPANIED BY BILL
 DP0389'PURDOM
 DP0389'OF THE LUBBOCK INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0972 ***********************************************************************
 CS0972  DESIGNATION -  V 907
 CS0972  PID         -  CS0972
 CS0972  STATE/COUNTY-  TX/HILL
 CS0972  USGS QUAD   -  MERTENS (1965)
 CS0972
 CS0972                         *CURRENT SURVEY CONTROL
 CS0972  ___________________________________________________________________
 CS0972* NAD 83(1986)-  32 03 02.     (N)    096 55 37.     (W)     SCALED    
 CS0972* NAVD 88     -       176.562  (meters)     579.27   (feet)  ADJUSTED  
 CS0972  ___________________________________________________________________
 CS0972  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS0972  DYNAMIC HT  -         176.349 (meters)     578.57  (feet)  COMP
 CS0972  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 CS0972
 CS0972  VERT ORDER  -  SECOND    CLASS 0
 CS0972
 CS0972.The horizontal coordinates were scaled from a topographic map and have
 CS0972.an estimated accuracy of +/- 6 seconds.
 CS0972
 CS0972.The orthometric height was determined by differential leveling
 CS0972.and adjusted by the National Geodetic Survey in June 1991..
 CS0972
 CS0972.The geoid height was determined by GEOID03.
 CS0972
 CS0972.The dynamic height is computed by dividing the NAVD 88
 CS0972.geopotential number by the normal gravity value computed on the
 CS0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0972.degrees latitude (g = 980.6199 gals.).
 CS0972
 CS0972.The modeled gravity was interpolated from observed gravity values.
 CS0972
 CS0972;                    North         East    Units  Estimated Accuracy
 CS0972;SPC TXNC     - 2,043,680.      748,560.      MT  (+/- 180 meters Scaled)
 CS0972
 CS0972                          SUPERSEDED SURVEY CONTROL
 CS0972
 CS0972  NGVD 29 (??/??/92)  176.531  (m)          579.17   (f) ADJ UNCH    2 0
 CS0972
 CS0972.Superseded values are not recommended for survey control.
 CS0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0972.See file dsdata.txt to determine how the superseded data were derived.
 CS0972
 CS0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA957479(NAD 83)
 CS0972_MARKER: DB = BENCH MARK DISK
 CS0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0972_SP_SET: CULVERT
 CS0972_STAMPING: V 907 1946
 CS0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0972
 CS0972  HISTORY     - Date     Condition        Report By
 CS0972  HISTORY     - 1946     MONUMENTED       CGS
 CS0972  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS0972
 CS0972                          STATION DESCRIPTION
 CS0972
 CS0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0972'2.1 MI W FROM MERTENS.
 CS0972'BENCH MARK IS LOCATED ABOUT 2.1 MILE WEST FROM THE RAILROAD STATION IN
 CS0972'MERTENS ALONG STATE HIGHWAY NO. 22, 18 FEET NORTH OF THE CENTER OF THE
 CS0972'HIGHWAY, 500 FEET WEST OF A T ROAD LEADING NORTH.  IT IS A DISK IN THE
 CS0972'WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 CS0972
 CS0972                          STATION RECOVERY (1999)
 CS0972
 CS0972'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0059 ***********************************************************************
 AY0059  DESIGNATION -  V 908 RESET 1957
 AY0059  PID         -  AY0059
 AY0059  STATE/COUNTY-  TX/BEXAR
 AY0059  USGS QUAD   -  LONGHORN (1992)
 AY0059
 AY0059                         *CURRENT SURVEY CONTROL
 AY0059  ___________________________________________________________________
 AY0059* NAD 83(1986)-  29 31 09.     (N)    098 28 57.     (W)     SCALED    
 AY0059* NAVD 88     -       229.84   (+/-2cm)     754.1    (feet)  VERTCON   
 AY0059  ___________________________________________________________________
 AY0059  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AY0059
 AY0059  VERT ORDER  -  THIRD (See Below)
 AY0059
 AY0059.The horizontal coordinates were scaled from a topographic map and have
 AY0059.an estimated accuracy of +/- 6 seconds.
 AY0059
 AY0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0059.The vertical order pertains to the NGVD 29 superseded value.
 AY0059
 AY0059.The geoid height was determined by GEOID03.
 AY0059
 AY0059;                    North         East    Units  Estimated Accuracy
 AY0059;SPC TXSC     - 4,186,950.      650,160.      MT  (+/- 180 meters Scaled)
 AY0059
 AY0059                          SUPERSEDED SURVEY CONTROL
 AY0059
 AY0059  NGVD 29 (01/29/03)  229.71   (m)          753.6    (f) RESET       3  
 AY0059
 AY0059.Superseded values are not recommended for survey control.
 AY0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0059.See file dsdata.txt to determine how the superseded data were derived.
 AY0059
 AY0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT501656(NAD 83)
 AY0059_MARKER: DB = BENCH MARK DISK
 AY0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0059_STAMPING: V 908 RESET 1957
 AY0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0059+STABILITY: SURFACE MOTION
 AY0059
 AY0059  HISTORY     - Date     Condition        Report By
 AY0059  HISTORY     - 1957     MONUMENTED       CGS
 AY0059  HISTORY     - 1967     GOOD             USGS
 AY0059  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0059  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0059  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0059
 AY0059                          STATION DESCRIPTION
 AY0059
 AY0059'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0059'IN SAN ANTONIO.
 AY0059'AT SAN ANTONIO, BEXAR COUNTY, 1.0 MILE EAST ALONG LOOP 410 (HARRY
 AY0059'WURZBACH HIGHWAY) FROM THE OVERPASS AT THE INTERSECTION OF U.S.
 AY0059'HIGHWAY 281, ABOUT 400 FEET EAST OF JONES-MALTZBERGER ROAD, 121 FEET
 AY0059'WEST OF THE CENTER OF THE SOUTH END OF A FIVE CHANNEL CONCRETE CULVERT
 AY0059'(WHICH IS ABOUT 100 FEET WEST OF THE HUFFAKER WHOLESALE HARDWARE CO.),
 AY0059'55 FEET WEST OF A GRAVEL DRIVEWAY SOUTH, 35 FEET SOUTH OF THE
 AY0059'CENTERLINE OF THE SOUTH FRONTAGE ROAD, 3 FEET SOUTH OF THE SOUTH
 AY0059'RIGHT-OF-WAY LINE.  A STANDARD DISK, STANDARD DISK, STAMPED V 908
 AY0059'RESET 1957 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 AY0059'ABOVE GROUND.
 AY0059
 AY0059                          STATION RECOVERY (1987)
 AY0059
 AY0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0059'MARK NOT FOUND.
 AY0059
 AY0059                          STATION RECOVERY (1990)
 AY0059
 AY0059'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0059'MARK NOT FOUND.
 AY0059
 AY0059                          STATION RECOVERY (1999)
 AY0059
 AY0059'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0331 ***********************************************************************
 AH0331  DESIGNATION -  V 909
 AH0331  PID         -  AH0331
 AH0331  STATE/COUNTY-  TX/NUECES
 AH0331  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0331
 AH0331                         *CURRENT SURVEY CONTROL
 AH0331  ___________________________________________________________________
 AH0331* NAD 83(1986)-  27 46 06.     (N)    097 26 14.     (W)     SCALED    
 AH0331* NAVD 88     -        11.96   (+/-2cm)      39.2    (feet)  VERTCON   
 AH0331  ___________________________________________________________________
 AH0331  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH0331
 AH0331  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0331
 AH0331.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AH0331
 AH0331.The horizontal coordinates were scaled from a topographic map and have
 AH0331.an estimated accuracy of +/- 6 seconds.
 AH0331
 AH0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0331.The vertical order pertains to the NGVD 29 superseded value.
 AH0331
 AH0331.The geoid height was determined by GEOID03.
 AH0331
 AH0331;                    North         East    Units  Estimated Accuracy
 AH0331;SPC TX S     - 5,233,300.      404,760.      MT  (+/- 180 meters Scaled)
 AH0331
 AH0331                          SUPERSEDED SURVEY CONTROL
 AH0331
 AH0331  NGVD 29 (??/??/92)   12.165  (m)           39.91   (f) ADJ UNCH    1 2
 AH0331
 AH0331.Superseded values are not recommended for survey control.
 AH0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0331.See file dsdata.txt to determine how the superseded data were derived.
 AH0331
 AH0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR539725(NAD 83)
 AH0331_MARKER: DB = BENCH MARK DISK
 AH0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0331_SP_SET: SIDEWALK
 AH0331_STAMPING: V 909 1945
 AH0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0331
 AH0331  HISTORY     - Date     Condition        Report By
 AH0331  HISTORY     - 1945     MONUMENTED       CGS
 AH0331  HISTORY     - 1959     GOOD             NGS
 AH0331  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0331  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0331
 AH0331                          STATION DESCRIPTION
 AH0331
 AH0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0331'3.3 MI SW FROM CORPUS CHRISTI.
 AH0331'ABOUT 2.0 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE FREIGHT
 AH0331'STATION AT CORPUS CHRISTI, THENCE ABOUT 1.3 MILES SOUTH ALONG FARM
 AH0331'ROAD 665, AT THE CORPUS CHRISTI MUNICIPAL AIRPORT, IN THE TOP OF THE
 AH0331'CONCRETE SIDEWALK, 1.8 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 AH0331'CONTROL TOWER, 0.6 FEET NORTH OF THE NORTH EDGE OF THE BASE OF THE
 AH0331'TOWER, AND ABOUT LEVEL WITH THE SIDEWALK.
 AH0331
 AH0331                          STATION RECOVERY (1968)
 AH0331
 AH0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0331'MARK NOT FOUND.
 AH0331
 AH0331                          STATION RECOVERY (1984)
 AH0331
 AH0331'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0292 ***********************************************************************
 BY0292  DESIGNATION -  V 91
 BY0292  PID         -  BY0292
 BY0292  STATE/COUNTY-  TX/SABINE
 BY0292  USGS QUAD   -  CHINQUAPIN (1984)
 BY0292
 BY0292                         *CURRENT SURVEY CONTROL
 BY0292  ___________________________________________________________________
 BY0292* NAD 83(1986)-  31 23 57.     (N)    094 01 55.     (W)     SCALED    
 BY0292* NAVD 88     -       104.75   (+/-2cm)     343.7    (feet)  VERTCON   
 BY0292  ___________________________________________________________________
 BY0292  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BY0292
 BY0292  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0292
 BY0292.The horizontal coordinates were scaled from a topographic map and have
 BY0292.an estimated accuracy of +/- 6 seconds.
 BY0292
 BY0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0292.The vertical order pertains to the NGVD 29 superseded value.
 BY0292
 BY0292.The geoid height was determined by GEOID03.
 BY0292
 BY0292;                    North         East    Units  Estimated Accuracy
 BY0292;SPC TX C     - 3,209,030.    1,298,910.      MT  (+/- 180 meters Scaled)
 BY0292
 BY0292                          SUPERSEDED SURVEY CONTROL
 BY0292
 BY0292  NGVD 29 (??/??/92)  104.775  (m)          343.75   (f) ADJ UNCH    1 2
 BY0292
 BY0292.Superseded values are not recommended for survey control.
 BY0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0292.See file dsdata.txt to determine how the superseded data were derived.
 BY0292
 BY0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ018743(NAD 83)
 BY0292_MARKER: DB = BENCH MARK DISK
 BY0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0292_STAMPING: V 91 1932
 BY0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0292+STABILITY: SURFACE MOTION
 BY0292
 BY0292  HISTORY     - Date     Condition        Report By
 BY0292  HISTORY     - 1932     MONUMENTED       CGS
 BY0292  HISTORY     - 1956     GOOD             USGS
 BY0292
 BY0292                          STATION DESCRIPTION
 BY0292
 BY0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BY0292'4.2 MI N FROM BRONSON.
 BY0292'4.2 MILES NORTH OF THE STATION AT BRONSON ON THE G.C. AND S.F.R.R., 50
 BY0292'FEET EAST OF THE TRACK ON THE FENCE LINE, 2 1/4 POLES SOUTH OF MILE
 BY0292'POLE NO. 109, 25 FEET SOUTH OF TELEGRAPH POLE, 4 RAILS NORTH OF
 BY0292'CULVERT NO. 108-D.
 BY0292
 BY0292                          STATION RECOVERY (1956)
 BY0292
 BY0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BY0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1853 ***********************************************************************
 CS1853  DESIGNATION -  V 910
 CS1853  PID         -  CS1853
 CS1853  STATE/COUNTY-  TX/TARRANT
 CS1853  USGS QUAD   -  AVONDALE (1982)
 CS1853
 CS1853                         *CURRENT SURVEY CONTROL
 CS1853  ___________________________________________________________________
 CS1853* NAD 83(1986)-  32 58 54.     (N)    097 29 08.     (W)     SCALED    
 CS1853* NAVD 88     -       213.152  (meters)     699.32   (feet)  ADJUSTED  
 CS1853  ___________________________________________________________________
 CS1853  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CS1853  DYNAMIC HT  -         212.898 (meters)     698.48  (feet)  COMP
 CS1853  MODELED GRAV-     979,445.2   (mgal)                       NAVD 88
 CS1853
 CS1853  VERT ORDER  -  SECOND    CLASS 0
 CS1853
 CS1853.The horizontal coordinates were scaled from a topographic map and have
 CS1853.an estimated accuracy of +/- 6 seconds.
 CS1853
 CS1853.The orthometric height was determined by differential leveling
 CS1853.and adjusted by the National Geodetic Survey in June 1991..
 CS1853
 CS1853.The geoid height was determined by GEOID03.
 CS1853
 CS1853.The dynamic height is computed by dividing the NAVD 88
 CS1853.geopotential number by the normal gravity value computed on the
 CS1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1853.degrees latitude (g = 980.6199 gals.).
 CS1853
 CS1853.The modeled gravity was interpolated from observed gravity values.
 CS1853
 CS1853;                    North         East    Units  Estimated Accuracy
 CS1853;SPC TXNC     - 2,146,280.      694,810.      MT  (+/- 180 meters Scaled)
 CS1853
 CS1853                          SUPERSEDED SURVEY CONTROL
 CS1853
 CS1853  NGVD 29 (??/??/92)  213.108  (m)          699.17   (f) ADJ UNCH    2 0
 CS1853
 CS1853.Superseded values are not recommended for survey control.
 CS1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1853.See file dsdata.txt to determine how the superseded data were derived.
 CS1853
 CS1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB415502(NAD 83)
 CS1853_MARKER: DB = BENCH MARK DISK
 CS1853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1853_SP_SET: FLOWER BED WALL
 CS1853_STAMPING: V 910 1945
 CS1853_MARK LOGO: CGS   
 CS1853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1853
 CS1853  HISTORY     - Date     Condition        Report By
 CS1853  HISTORY     - 1945     MONUMENTED       CGS
 CS1853  HISTORY     - 1984     GOOD             NGS
 CS1853  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1853
 CS1853                          STATION DESCRIPTION
 CS1853
 CS1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CS1853'IN EAGLE MT LAKE APT.
 CS1853'AT EAGLE MOUNTAIN LAKE AIRPORT, 500 FEET NORTHEAST OF THE NORTHEAST
 CS1853'EAST EDGE OF THE NORTHWEST-AND-SOUTHEAST RUNWAY, AT THE SOUTH CORNER
 CS1853'OF THE CONTROL TOWER, IN THE TOP OF A CONCRETE WALL BUILT AROUND A
 CS1853'FLOWER BED, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.  A
 CS1853'STANDARD DISK, STAMPED V 910 1945.
 CS1853
 CS1853                          STATION RECOVERY (1984)
 CS1853
 CS1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1853'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 CS1853
 CS1853                          STATION RECOVERY (1996)
 CS1853
 CS1853'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0368 ***********************************************************************
 AH0368  DESIGNATION -  V 911
 AH0368  PID         -  AH0368
 AH0368  STATE/COUNTY-  TX/NUECES
 AH0368  USGS QUAD   -  OSO CREEK NW (1975)
 AH0368
 AH0368                         *CURRENT SURVEY CONTROL
 AH0368  ___________________________________________________________________
 AH0368* NAD 83(1986)-  27 37 43.     (N)    097 25 47.     (W)     SCALED    
 AH0368* NAVD 88     -         6.568  (meters)      21.55   (feet)  ADJUSTED  
 AH0368  ___________________________________________________________________
 AH0368  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AH0368  DYNAMIC HT  -           6.558 (meters)      21.52  (feet)  COMP
 AH0368  MODELED GRAV-     979,121.1   (mgal)                       NAVD 88
 AH0368
 AH0368  VERT ORDER  -  SECOND    CLASS 0
 AH0368
 AH0368.The horizontal coordinates were scaled from a topographic map and have
 AH0368.an estimated accuracy of +/- 6 seconds.
 AH0368
 AH0368.The orthometric height was determined by differential leveling
 AH0368.and adjusted by the National Geodetic Survey in June 1991..
 AH0368
 AH0368.The geoid height was determined by GEOID03.
 AH0368
 AH0368.The dynamic height is computed by dividing the NAVD 88
 AH0368.geopotential number by the normal gravity value computed on the
 AH0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0368.degrees latitude (g = 980.6199 gals.).
 AH0368
 AH0368.The modeled gravity was interpolated from observed gravity values.
 AH0368
 AH0368;                    North         East    Units  Estimated Accuracy
 AH0368;SPC TX S     - 5,217,820.      405,630.      MT  (+/- 180 meters Scaled)
 AH0368
 AH0368                          SUPERSEDED SURVEY CONTROL
 AH0368
 AH0368  NGVD 29 (??/??/92)    6.731  (m)           22.08   (f) ADJ UNCH    2 0
 AH0368
 AH0368.Superseded values are not recommended for survey control.
 AH0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0368.See file dsdata.txt to determine how the superseded data were derived.
 AH0368
 AH0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR549570(NAD 83)
 AH0368_MARKER: DB = BENCH MARK DISK
 AH0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0368_STAMPING: V 911 1945
 AH0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0368+STABILITY: SURFACE MOTION
 AH0368
 AH0368  HISTORY     - Date     Condition        Report By
 AH0368  HISTORY     - 1945     MONUMENTED       CGS
 AH0368  HISTORY     - 1949     MARK NOT FOUND   NGS
 AH0368  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0368  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0368  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0368
 AH0368                          STATION DESCRIPTION
 AH0368
 AH0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0368'3.9 MI NE FROM CHAPMAN RANCH.
 AH0368'2.4 MILES NORTH ALONG STATE HIGHWAY 286 FROM CHAPMAN RANCH
 AH0368'HEADQUARTERS, NUECES COUNTY, THENCE 1.5 MILES EAST ALONG A PAVED ROAD
 AH0368'TO THE ENTRANCE TO OUTLYING FIELD 1-A, AND THENCE 0.4 MILE NORTH ALONG
 AH0368'THE INSIDE OF THE WEST BOUNDARY FENCE TO THE NORTHWEST CORNER OF THE
 AH0368'LANDING FIELD.  AN IRON DISK, STAMPED V 911 1945 AND SET IN THE TOP OF
 AH0368'A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.  NOTE-- OUTLYING
 AH0368'FIELD 1-A IS NOW UNDER CULTIVATION AND IT IS BELIEVED THE BENCH MARK
 AH0368'WAS DESTROYED.
 AH0368
 AH0368                          STATION RECOVERY (1984)
 AH0368
 AH0368'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0368'MARK NOT FOUND.
 AH0368
 AH0368                          STATION RECOVERY (1991)
 AH0368
 AH0368'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0368'MARK NOT FOUND.
 AH0368
 AH0368                          STATION RECOVERY (2001)
 AH0368
 AH0368'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0549 ***********************************************************************
 CU0549  DESIGNATION -  V 913
 CU0549  PID         -  CU0549
 CU0549  STATE/COUNTY-  TX/MITCHELL
 CU0549  USGS QUAD   -  IATAN (1978)
 CU0549
 CU0549                         *CURRENT SURVEY CONTROL
 CU0549  ___________________________________________________________________
 CU0549* NAD 83(1986)-  32 20 09.     (N)    101 08 28.     (W)     SCALED    
 CU0549* NAVD 88     -       678.776  (meters)    2226.95   (feet)  ADJUSTED  
 CU0549  ___________________________________________________________________
 CU0549  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CU0549  DYNAMIC HT  -         677.862 (meters)    2223.95  (feet)  COMP
 CU0549  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 CU0549
 CU0549  VERT ORDER  -  FIRST     CLASS II
 CU0549
 CU0549.The horizontal coordinates were scaled from a topographic map and have
 CU0549.an estimated accuracy of +/- 6 seconds.
 CU0549
 CU0549.The orthometric height was determined by differential leveling
 CU0549.and adjusted by the National Geodetic Survey in June 1991..
 CU0549.WARNING-Repeat measurements at this control monument indicate possible
 CU0549.vertical movement.
 CU0549
 CU0549.The geoid height was determined by GEOID03.
 CU0549
 CU0549.The dynamic height is computed by dividing the NAVD 88
 CU0549.geopotential number by the normal gravity value computed on the
 CU0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0549.degrees latitude (g = 980.6199 gals.).
 CU0549
 CU0549.The modeled gravity was interpolated from observed gravity values.
 CU0549
 CU0549;                    North         East    Units  Estimated Accuracy
 CU0549;SPC TXNC     - 2,077,330.      351,390.      MT  (+/- 180 meters Scaled)
 CU0549
 CU0549                          SUPERSEDED SURVEY CONTROL
 CU0549
 CU0549  NGVD 29 (??/??/92)  678.428  (m)         2225.81   (f) ADJ UNCH    1 2
 CU0549
 CU0549.Superseded values are not recommended for survey control.
 CU0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0549.See file dsdata.txt to determine how the superseded data were derived.
 CU0549
 CU0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA984796(NAD 83)
 CU0549_MARKER: DB = BENCH MARK DISK
 CU0549_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0549_SP_SET: 29 FT
 CU0549_STAMPING: V 913 1956
 CU0549_MARK LOGO: CGS   
 CU0549_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0549_ROD/PIPE-DEPTH: 8.8  meters
 CU0549
 CU0549  HISTORY     - Date     Condition        Report By
 CU0549  HISTORY     - 1956     MONUMENTED       CGS
 CU0549  HISTORY     - 1982     GOOD             NGS
 CU0549
 CU0549                          STATION DESCRIPTION
 CU0549
 CU0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0549'7.8 MI SW FROM WESTBROOK.
 CU0549'7.8 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0549'SECTION FOREMANS HOUSE AT WESTBROOK, 128 YARDS NORTHWEST OF THE 7TH
 CU0549'POLE NORTHEAST OF MILEPOST 493, 117 YARDS NORTHWEST OF THE NORTHWEST
 CU0549'RAIL, 144 FEET EAST OF THE CENTER LINE OF A GRADED DIRT ROAD, 100 FEET
 CU0549'EAST OF A FENCE CORNER, 162 FEET NORTHWEST OF THE CENTER LINE OF THE
 CU0549'NORTHWEST TRAFFIC LANE OF U.S. HIGHWAY 80, 1.8 FEET SOUTHEAST OF A
 CU0549'FENCE, 1.2 FEET WEST OF A WITNESS POST, 299 FEET EAST OF BENCH MARK U
 CU0549'913, 6 FEET BELOW THE LEVEL OF THE HIGHWAY, CLAMPED ON THE TOP OF A
 CU0549'1/2 INCH COPPER COATED STEEL ROAD WHICH IS DRIVEN 29 FEET IN THE
 CU0549'GROUND, INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.6 FOOT ABOVE
 CU0549'THE GROUND.
 CU0549
 CU0549                          STATION RECOVERY (1982)
 CU0549
 CU0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0549'28.5 KM (17.7 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0549'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 91.0 METERS (298.6
 CU0549'FT) EAST OF BENCH MARK U 913, 64.6 METERS (211.9 FT) NORTH OF THE
 CU0549'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 43.9 METERS (144.0
 CU0549'FT) EAST OF THE CENTER OF IATAN ROAD, 11.1 METERS (36.4 FT) NORTH OF
 CU0549'THE CENTER OF A FRONTAGE ROAD, 0.5 METER (1.6 FT) SOUTH-SOUTHEAST OF A
 CU0549'FENCE AND 0.4 METER (1.3 FT) SOUTH OF RIGHT-OF-WAY MARKER NUMBER 119.
 CU0549'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CU0549'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1282 ***********************************************************************
 CS1282  DESIGNATION -  V 914
 CS1282  PID         -  CS1282
 CS1282  STATE/COUNTY-  TX/DALLAS
 CS1282  USGS QUAD   -  CARROLLTON (1981)
 CS1282
 CS1282                         *CURRENT SURVEY CONTROL
 CS1282  ___________________________________________________________________
 CS1282* NAD 83(1986)-  32 53 52.     (N)    096 58 45.     (W)     SCALED    
 CS1282* NAVD 88     -       149.805  (meters)     491.49   (feet)  ADJUSTED  
 CS1282  ___________________________________________________________________
 CS1282  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CS1282  DYNAMIC HT  -         149.633 (meters)     490.92  (feet)  COMP
 CS1282  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CS1282
 CS1282  VERT ORDER  -  SECOND    CLASS 0
 CS1282
 CS1282.The horizontal coordinates were scaled from a topographic map and have
 CS1282.an estimated accuracy of +/- 6 seconds.
 CS1282
 CS1282.The orthometric height was determined by differential leveling
 CS1282.and adjusted by the National Geodetic Survey in June 1991..
 CS1282
 CS1282.The geoid height was determined by GEOID03.
 CS1282
 CS1282.The dynamic height is computed by dividing the NAVD 88
 CS1282.geopotential number by the normal gravity value computed on the
 CS1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1282.degrees latitude (g = 980.6199 gals.).
 CS1282
 CS1282.The modeled gravity was interpolated from observed gravity values.
 CS1282
 CS1282;                    North         East    Units  Estimated Accuracy
 CS1282;SPC TXNC     - 2,137,550.      742,270.      MT  (+/- 180 meters Scaled)
 CS1282
 CS1282                          SUPERSEDED SURVEY CONTROL
 CS1282
 CS1282  NGVD 29 (??/??/92)  149.823  (m)          491.54   (f) ADJ UNCH    2 0
 CS1282
 CS1282.Superseded values are not recommended for survey control.
 CS1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1282.See file dsdata.txt to determine how the superseded data were derived.
 CS1282
 CS1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB890417(NAD 83)
 CS1282_MARKER: DB = BENCH MARK DISK
 CS1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1282_STAMPING: V 914 1946
 CS1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1282+STABILITY: SURFACE MOTION
 CS1282
 CS1282  HISTORY     - Date     Condition        Report By
 CS1282  HISTORY     - 1946     MONUMENTED       CGS
 CS1282  HISTORY     - 1957     GOOD             NGS
 CS1282
 CS1282                          STATION DESCRIPTION
 CS1282
 CS1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1282'7.0 MI SE FROM GRAPEVINE.
 CS1282'IN DALLAS COUNTY, 0.2 MILE NORTH ALONG MAIN STREET FROM THE FIRST
 CS1282'NATIONAL BANK AT GRAPEVINE, THENCE 6.8 MILES SOUTHEAST ALONG STATE
 CS1282'HIGHWAY 114, 51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7 FEET
 CS1282'NORTHWEST OF A POWER POLE, 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF A
 CS1282'WHITE WOODEN WITNESS POST, AND 2.5 FEET HIGHER THAN THE HIGHWAY.  A
 CS1282'STANDARD DISK, STAMPED V 914 1946 AND SET IN THE TOP OF A CONCRETE
 CS1282'POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- IT IS NEAR THE EAST END
 CS1282'OF A HIGHWAY CUT AND AT THE TOP OF THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0119 ***********************************************************************
 AZ0119  DESIGNATION -  V 915
 AZ0119  PID         -  AZ0119
 AZ0119  STATE/COUNTY-  TX/VAL VERDE
 AZ0119  USGS QUAD   -  DEL RIO SE (1972)
 AZ0119
 AZ0119                         *CURRENT SURVEY CONTROL
 AZ0119  ___________________________________________________________________
 AZ0119* NAD 83(1986)-  29 22 16.     (N)    100 52 29.     (W)     SCALED    
 AZ0119* NAVD 88     -       301.931  (meters)     990.59   (feet)  POSTED    
 AZ0119  ___________________________________________________________________
 AZ0119  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0119  DYNAMIC HT  -         301.490 (meters)     989.14  (feet)  COMP
 AZ0119  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AZ0119
 AZ0119  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AZ0119
 AZ0119.The horizontal coordinates were scaled from a topographic map and have
 AZ0119.an estimated accuracy of +/- 6 seconds.
 AZ0119
 AZ0119.The orthometric height was determined by differential leveling
 AZ0119.and adjusted by the National Geodetic Survey in 1992..
 AZ0119.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AZ0119.rate of 2.1 thru 3.0 mm/km.
 AZ0119
 AZ0119.The geoid height was determined by GEOID03.
 AZ0119
 AZ0119.The dynamic height is computed by dividing the NAVD 88
 AZ0119.geopotential number by the normal gravity value computed on the
 AZ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0119.degrees latitude (g = 980.6199 gals.).
 AZ0119
 AZ0119.The modeled gravity was interpolated from observed gravity values.
 AZ0119
 AZ0119;                    North         East    Units  Estimated Accuracy
 AZ0119;SPC TXSC     - 4,171,890.      418,020.      MT  (+/- 180 meters Scaled)
 AZ0119
 AZ0119                          SUPERSEDED SURVEY CONTROL
 AZ0119
 AZ0119  NGVD 29 (??/??/92)  301.882  (m)          990.42   (f) ADJ UNCH    1 2
 AZ0119
 AZ0119.Superseded values are not recommended for survey control.
 AZ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0119.See file dsdata.txt to determine how the superseded data were derived.
 AZ0119
 AZ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT180505(NAD 83)
 AZ0119_MARKER: DB = BENCH MARK DISK
 AZ0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0119_SP_SET: CULVERT
 AZ0119_STAMPING: V 915 1944
 AZ0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0119
 AZ0119  HISTORY     - Date     Condition        Report By
 AZ0119  HISTORY     - 1944     MONUMENTED       CGS
 AZ0119  HISTORY     - 1957     GOOD             NGS
 AZ0119  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0119
 AZ0119                          STATION DESCRIPTION
 AZ0119
 AZ0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0119'1.8 MI E FROM DEL RIO.
 AZ0119'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0119'STATION AT DEL RIO, 79 FEET NORTH OF THE NORTHEAST CORNER OF TRESTLE
 AZ0119'376.72, IN THE CENTER OF THE TOP OF THE SOUTH HEAD WALL OF A CONCRETE
 AZ0119'CULVERT UNDER U.S. HIGHWAY 90, 80 FEET NORTH OF THE NORTH RAIL, 18
 AZ0119'FEET SOUTH AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE CENTER LINE OF
 AZ0119'THE HIGHWAY.
 AZ0119
 AZ0119                          STATION RECOVERY (1998)
 AZ0119
 AZ0119'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0120 ***********************************************************************
 AZ0120  DESIGNATION -  V 915 RESET 1962
 AZ0120  PID         -  AZ0120
 AZ0120  STATE/COUNTY-  TX/VAL VERDE
 AZ0120  USGS QUAD   -  DEL RIO SE (1972)
 AZ0120
 AZ0120                         *CURRENT SURVEY CONTROL
 AZ0120  ___________________________________________________________________
 AZ0120* NAD 83(1986)-  29 22 16.     (N)    100 52 24.     (W)     SCALED    
 AZ0120* NAVD 88     -       301.07   (+/-2cm)     987.8    (feet)  VERTCON   
 AZ0120  ___________________________________________________________________
 AZ0120  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0120
 AZ0120  VERT ORDER  -  THIRD (See Below)
 AZ0120
 AZ0120.The horizontal coordinates were scaled from a topographic map and have
 AZ0120.an estimated accuracy of +/- 6 seconds.
 AZ0120
 AZ0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0120.The vertical order pertains to the NGVD 29 superseded value.
 AZ0120
 AZ0120.The geoid height was determined by GEOID03.
 AZ0120
 AZ0120;                    North         East    Units  Estimated Accuracy
 AZ0120;SPC TXSC     - 4,171,880.      418,150.      MT  (+/- 180 meters Scaled)
 AZ0120
 AZ0120                          SUPERSEDED SURVEY CONTROL
 AZ0120
 AZ0120  NGVD 29 (??/??/??)  301.01   (m)          987.6    (f) RESET       3  
 AZ0120
 AZ0120.Superseded values are not recommended for survey control.
 AZ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0120.See file dsdata.txt to determine how the superseded data were derived.
 AZ0120
 AZ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT181505(NAD 83)
 AZ0120_MARKER: DB = BENCH MARK DISK
 AZ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0120_STAMPING: V 915 RESET 1962
 AZ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0120+STABILITY: SURFACE MOTION
 AZ0120
 AZ0120  HISTORY     - Date     Condition        Report By
 AZ0120  HISTORY     - 1962     MONUMENTED       CGS
 AZ0120  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0120
 AZ0120                          STATION DESCRIPTION
 AZ0120
 AZ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AZ0120'1.8 MI E FROM DEL RIO.
 AZ0120'TO REACH BENCH MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION IN
 AZ0120'DEL RIO, GO NORTH 1 BLOCK ON NORTH MAIN STREET TO JUNCTION OF TRUCK
 AZ0120'ROUTES U. S. HIGHWAY 277 AND 90.  TURN RIGHT, EAST, GO 0.3 MILE TO THE
 AZ0120'JUNCTION OF U.S. HIGHWAYS 277, 377 AND 90.  KEEP STRAIGHT AHEAD ON
 AZ0120'TRUCK ROUTE FOR 0.7 MILE TO THE JUNCTION OF U. S. HIGHWAY 90. CONTINUE
 AZ0120'STRAIGHT AHEAD FOR 0.8 MILE TO BENCH MARK ON THE NORTH SIDE AT THE
 AZ0120'SOUTHWEST CORNER OF THE CULVER TRANSFER AND STORAGE, LARGE TILE
 AZ0120'BUILDING, 58 FEET NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY LINE, 8 FEET
 AZ0120'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF BUILDING AND 4 FEET WEST OF
 AZ0120'THE WEST SIDE OF BUILDING.  A STANDARD DISK STAMPED V 915 RESET 1962,
 AZ0120'SET IN A 12 X 12 IN. CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AZ0120'GROUND.
 AZ0120
 AZ0120                          STATION RECOVERY (1982)
 AZ0120
 AZ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0120'NOT RECOVERED THIS DATE, BUILDING TORN DOWN, AREA HAS BEEN CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0590 ***********************************************************************
 AB0590  DESIGNATION -  V 916
 AB0590  PID         -  AB0590
 AB0590  STATE/COUNTY-  TX/CAMERON
 AB0590  USGS QUAD   -  HARLINGEN (1983)
 AB0590
 AB0590                         *CURRENT SURVEY CONTROL
 AB0590  ___________________________________________________________________
 AB0590* NAD 83(1986)-  26 13 25.     (N)    097 39 54.     (W)     SCALED    
 AB0590* NAVD 88     -        10.304  (meters)      33.81   (feet)  ADJUSTED  
 AB0590  ___________________________________________________________________
 AB0590  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AB0590  DYNAMIC HT  -          10.287 (meters)      33.75  (feet)  COMP
 AB0590  MODELED GRAV-     979,039.0   (mgal)                       NAVD 88
 AB0590
 AB0590  VERT ORDER  -  FIRST     CLASS II
 AB0590
 AB0590.This mark is at Rio Grande Valley Intl (HRL) Airport (HRL)
 AB0590
 AB0590.The horizontal coordinates were scaled from a topographic map and have
 AB0590.an estimated accuracy of +/- 6 seconds.
 AB0590
 AB0590.The orthometric height was determined by differential leveling
 AB0590.and adjusted by the National Geodetic Survey in June 1991..
 AB0590
 AB0590.The geoid height was determined by GEOID03.
 AB0590
 AB0590.The dynamic height is computed by dividing the NAVD 88
 AB0590.geopotential number by the normal gravity value computed on the
 AB0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0590.degrees latitude (g = 980.6199 gals.).
 AB0590
 AB0590.The modeled gravity was interpolated from observed gravity values.
 AB0590
 AB0590;                    North         East    Units  Estimated Accuracy
 AB0590;SPC TX S     - 5,061,980.      383,440.      MT  (+/- 180 meters Scaled)
 AB0590
 AB0590                          SUPERSEDED SURVEY CONTROL
 AB0590
 AB0590.No superseded survey control is available for this station.
 AB0590
 AB0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ333011(NAD 83)
 AB0590_MARKER: DB = BENCH MARK DISK
 AB0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0590_SP_SET: FOUNDATION
 AB0590_STAMPING: V 916 1945
 AB0590_MARK LOGO: CGS   
 AB0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0590
 AB0590  HISTORY     - Date     Condition        Report By
 AB0590  HISTORY     - 1945     MONUMENTED       CGS
 AB0590  HISTORY     - 1971     GOOD             NGS
 AB0590  HISTORY     - 1981     GOOD             NGS
 AB0590  HISTORY     - 1988     GOOD             USPSQD
 AB0590  HISTORY     - 1988     GOOD             USPSQD
 AB0590  HISTORY     - 19910308 MARK NOT FOUND   USPSQD
 AB0590  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0590
 AB0590                          STATION DESCRIPTION
 AB0590
 AB0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AB0590'IN HARLINGEN ARMY AIR FIELD.
 AB0590'AT HARLINGEN ARMY AIR FIELD, CAMERON COUNTY, 0.3 MILE EAST OF THE MAIN
 AB0590'ENTRANCE, 105 FEET EAST OF THE EAST SIDE OF THE POST HEADQUARTERS
 AB0590'BUILDING, AT A WATER TANK, AND IN THE SOUTHWEST CORNER OF THE CONCRETE
 AB0590'FOUNDATION OF THE CENTER VERTICAL PIPE.  A STANDARD DISK, STAMPED V
 AB0590'916 1945.
 AB0590
 AB0590                          STATION RECOVERY (1971)
 AB0590
 AB0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AB0590'RECOVERED IN GOOD CONDITION.
 AB0590
 AB0590                          STATION RECOVERY (1981)
 AB0590
 AB0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0590'1.4 KM (0.9 MI) EAST ALONG EAST TYLER AVENUE FROM THE CITY HALL IN
 AB0590'HARLINGEN, THENCE 0.8 KM (0.5 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77
 AB0590'ROUTE AND SUNSHINE STRIP, THENCE 2.9 METERS (1.8 MI) NORTHEAST ALONG
 AB0590'TEXAS FARM ROAD 507 AND MORGAN BOULEVARD TO LOOP 499, THENCE 0.3 KM
 AB0590'(0.2 MI) NORTH ALONG FARM ROAD 507 TO THE MAIN ENTRANCE TO THE RIO
 AB0590'GRANDE VALLEY INTERNATIONAL AIRPORT, THENCE 0.5 KM (0.3 MI) EAST TO
 AB0590'THE AIRPORT WATER TANK, SET IN THE SOUTHWEST CORNER OF THE CONCRETE
 AB0590'FOUNDATION OF THE STAND PIPE.
 AB0590'THE MARK IS 0.15 M ABOVE GROUND.
 AB0590
 AB0590                          STATION RECOVERY (1988)
 AB0590
 AB0590'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0590'RECOVERED IN GOOD CONDITION.
 AB0590
 AB0590                          STATION RECOVERY (1988)
 AB0590
 AB0590'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0590'RECOVERED IN GOOD CONDITION.
 AB0590
 AB0590                          STATION RECOVERY (1991)
 AB0590
 AB0590'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0590'MARK NOT FOUND.
 AB0590
 AB0590                          STATION RECOVERY (1993)
 AB0590
 AB0590'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0532 ***********************************************************************
 CT0532  DESIGNATION -  V 917
 CT0532  PID         -  CT0532
 CT0532  STATE/COUNTY-  TX/TAYLOR
 CT0532  USGS QUAD   -  ABILENE WEST (1987)
 CT0532
 CT0532                         *CURRENT SURVEY CONTROL
 CT0532  ___________________________________________________________________
 CT0532* NAD 83(1986)-  32 27 10.     (N)    099 47 23.     (W)     SCALED    
 CT0532* NAVD 88     -       524.604  (meters)    1721.14   (feet)  ADJUSTED  
 CT0532  ___________________________________________________________________
 CT0532  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CT0532  DYNAMIC HT  -         523.924 (meters)    1718.91  (feet)  COMP
 CT0532  MODELED GRAV-     979,327.3   (mgal)                       NAVD 88
 CT0532
 CT0532  VERT ORDER  -  FIRST     CLASS II
 CT0532
 CT0532.The horizontal coordinates were scaled from a topographic map and have
 CT0532.an estimated accuracy of +/- 6 seconds.
 CT0532
 CT0532.The orthometric height was determined by differential leveling
 CT0532.and adjusted by the National Geodetic Survey in June 1991..
 CT0532
 CT0532.The geoid height was determined by GEOID03.
 CT0532
 CT0532.The dynamic height is computed by dividing the NAVD 88
 CT0532.geopotential number by the normal gravity value computed on the
 CT0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0532.degrees latitude (g = 980.6199 gals.).
 CT0532
 CT0532.The modeled gravity was interpolated from observed gravity values.
 CT0532
 CT0532;                    North         East    Units  Estimated Accuracy
 CT0532;SPC TXNC     - 2,087,920.      478,750.      MT  (+/- 180 meters Scaled)
 CT0532
 CT0532                          SUPERSEDED SURVEY CONTROL
 CT0532
 CT0532  NGVD 29 (??/??/92)  524.437  (m)         1720.59   (f) ADJ UNCH    1 2
 CT0532
 CT0532.Superseded values are not recommended for survey control.
 CT0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0532.See file dsdata.txt to determine how the superseded data were derived.
 CT0532
 CT0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA257908(NAD 83)
 CT0532_MARKER: DB = BENCH MARK DISK
 CT0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0532_SP_SET: CULVERT
 CT0532_STAMPING: V 917 1945
 CT0532_MARK LOGO: CGS   
 CT0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0532
 CT0532  HISTORY     - Date     Condition        Report By
 CT0532  HISTORY     - 1945     MONUMENTED       CGS
 CT0532  HISTORY     - 1956     GOOD             NGS
 CT0532  HISTORY     - 1961     GOOD             NGS
 CT0532  HISTORY     - 1982     GOOD             NGS
 CT0532  HISTORY     - 19940803 GOOD             USPSQD
 CT0532  HISTORY     - 20011013 GOOD             USPSQD
 CT0532
 CT0532                          STATION DESCRIPTION
 CT0532
 CT0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0532'3.2 MI W FROM ABILENE.
 CT0532'3.2 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0532'AT ABILENE, 8 POLES EAST OF MILEPOST 410, 22.6 FEET SOUTH OF THE SOUTH
 CT0532'RAIL OF THE MAIN TRACK, 8 FEET SOUTH OF THE SOUTH RAIL OF A SIDE
 CT0532'TRACK, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER
 CT0532'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 CT0532
 CT0532                          STATION RECOVERY (1961)
 CT0532
 CT0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0532'RECOVERED IN GOOD CONDITION.
 CT0532
 CT0532                          STATION RECOVERY (1982)
 CT0532
 CT0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0532'0.4 KM (0.25 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0532'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0532'ABILENE, 0.4 KM (0.25 MI) EAST OF MILEPOST 410, IN THE TOP CENTER OF
 CT0532'THE SOUTH HEADWALL OF A BOX CULVERT UNDER THE RAILROAD, 25.1 METERS
 CT0532'(82.3 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S.
 CT0532'HIGHWAYS 80 AND 84 AND 2.5 METERS (8.2 FT) SOUTH OF THE NEAR RAIL.
 CT0532'THE MARK IS 0.6 M BELOW THE TRACKS.
 CT0532
 CT0532                          STATION RECOVERY (1994)
 CT0532
 CT0532'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0532'RECOVERED IN GOOD CONDITION.
 CT0532
 CT0532                          STATION RECOVERY (2001)
 CT0532
 CT0532'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0592 ***********************************************************************
 AH0592  DESIGNATION -  V 918
 AH0592  PID         -  AH0592
 AH0592  STATE/COUNTY-  TX/KLEBERG
 AH0592  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0592
 AH0592                         *CURRENT SURVEY CONTROL
 AH0592  ___________________________________________________________________
 AH0592* NAD 83(1986)-  27 16 24.     (N)    097 43 34.     (W)     SCALED    
 AH0592* NAVD 88     -         5.419  (meters)      17.78   (feet)  ADJUSTED  
 AH0592  ___________________________________________________________________
 AH0592  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH0592  DYNAMIC HT  -           5.411 (meters)      17.75  (feet)  COMP
 AH0592  MODELED GRAV-     979,097.6   (mgal)                       NAVD 88
 AH0592
 AH0592  VERT ORDER  -  SECOND    CLASS 0
 AH0592
 AH0592.The horizontal coordinates were scaled from a topographic map and have
 AH0592.an estimated accuracy of +/- 6 seconds.
 AH0592
 AH0592.The orthometric height was determined by differential leveling
 AH0592.and adjusted by the National Geodetic Survey in June 1991..
 AH0592
 AH0592.The geoid height was determined by GEOID03.
 AH0592
 AH0592.The dynamic height is computed by dividing the NAVD 88
 AH0592.geopotential number by the normal gravity value computed on the
 AH0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0592.degrees latitude (g = 980.6199 gals.).
 AH0592
 AH0592.The modeled gravity was interpolated from observed gravity values.
 AH0592
 AH0592;                    North         East    Units  Estimated Accuracy
 AH0592;SPC TX S     - 5,178,240.      376,620.      MT  (+/- 180 meters Scaled)
 AH0592
 AH0592                          SUPERSEDED SURVEY CONTROL
 AH0592
 AH0592  NGVD 29 (??/??/92)    5.522  (m)           18.12   (f) ADJ UNCH    2 0
 AH0592
 AH0592.Superseded values are not recommended for survey control.
 AH0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0592.See file dsdata.txt to determine how the superseded data were derived.
 AH0592
 AH0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR260173(NAD 83)
 AH0592_MARKER: DB = BENCH MARK DISK
 AH0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0592_SP_SET: CULVERT
 AH0592_STAMPING: V 918 1945
 AH0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0592
 AH0592  HISTORY     - Date     Condition        Report By
 AH0592  HISTORY     - 1945     MONUMENTED       CGS
 AH0592
 AH0592                          STATION DESCRIPTION
 AH0592
 AH0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0592'7.1 MI SE FROM RIVIERA.
 AH0592'TO REACH FROM THE POST OFFICE AT RIVIERA.  BY GOING EASTERLY ALONG THE
 AH0592'RIVIERA BEACH ROAD 5.5 MILES TO THE BAFFLIN BAY SCHOOL, THENCE TURN
 AH0592'RIGHT (SOUTH) ALONG THE PAVED ROAD TO OUTLYING LANDING FIELD 55 AND GO
 AH0592'1.6 MILES TO THE ENTRANCE OF LANDING FIELD.  BENCH MARK IS 200 FEET
 AH0592'EAST OF THE ENTRANCE GATE, 22 FEET NORTH OF CENTER LINE OF THE ACCESS
 AH0592'ROAD, IN THE NORTH HEADWALL OF A CONCRETE CULVERT, 1 FOOT BELOW THE
 AH0592'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0829 ***********************************************************************
 AH0829  DESIGNATION -  V 919
 AH0829  PID         -  AH0829
 AH0829  STATE/COUNTY-  TX/NUECES
 AH0829  USGS QUAD   -  PETRONILA NE (1975)
 AH0829
 AH0829                         *CURRENT SURVEY CONTROL
 AH0829  ___________________________________________________________________
 AH0829* NAD 83(1986)-  27 38 25.     (N)    097 37 18.     (W)     SCALED    
 AH0829* NAVD 88     -        14.426  (meters)      47.33   (feet)  ADJUSTED  
 AH0829  ___________________________________________________________________
 AH0829  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AH0829  DYNAMIC HT  -          14.403 (meters)      47.25  (feet)  COMP
 AH0829  MODELED GRAV-     979,113.8   (mgal)                       NAVD 88
 AH0829
 AH0829  VERT ORDER  -  SECOND    CLASS 0
 AH0829
 AH0829.The horizontal coordinates were scaled from a topographic map and have
 AH0829.an estimated accuracy of +/- 6 seconds.
 AH0829
 AH0829.The orthometric height was determined by differential leveling
 AH0829.and adjusted by the National Geodetic Survey in June 1991..
 AH0829
 AH0829.The geoid height was determined by GEOID03.
 AH0829
 AH0829.The dynamic height is computed by dividing the NAVD 88
 AH0829.geopotential number by the normal gravity value computed on the
 AH0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0829.degrees latitude (g = 980.6199 gals.).
 AH0829
 AH0829.The modeled gravity was interpolated from observed gravity values.
 AH0829
 AH0829;                    North         East    Units  Estimated Accuracy
 AH0829;SPC TX S     - 5,218,970.      386,680.      MT  (+/- 180 meters Scaled)
 AH0829
 AH0829                          SUPERSEDED SURVEY CONTROL
 AH0829
 AH0829  NGVD 29 (??/??/92)   14.575  (m)           47.82   (f) ADJ UNCH    2 0
 AH0829
 AH0829.Superseded values are not recommended for survey control.
 AH0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0829.See file dsdata.txt to determine how the superseded data were derived.
 AH0829
 AH0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR359581(NAD 83)
 AH0829_MARKER: DB = BENCH MARK DISK
 AH0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0829_SP_SET: BRIDGE
 AH0829_STAMPING: V 919 1945
 AH0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0829
 AH0829  HISTORY     - Date     Condition        Report By
 AH0829  HISTORY     - 1945     MONUMENTED       CGS
 AH0829  HISTORY     - 1968     GOOD             NGS
 AH0829  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0829
 AH0829                          STATION DESCRIPTION
 AH0829
 AH0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0829'3.0 MI SE FROM PETRONILLA.
 AH0829'TO REACH FROM THE GRADE SCHOOL AT PETRONILLA BY GOING 2.3 MILES SOUTH
 AH0829'ALONG PAVED ROAD TO A DIRT T ROAD, THENCE TURN LEFT (EAST) 0.8 MILE TO
 AH0829'A SHARP CURVE AT DRAIN DITCH, CONTINUE ALONG ROAD NORTH TO A PAVED
 AH0829'ROAD AND WHERE PAVED ROAD CROSSES DRAINAGE DITCH AND MARK SITE. BENCH
 AH0829'MARK IS 0.4 MILES WEST OF OUTLYING LANDING FIELD 22, 20 FEET SOUTH OF
 AH0829'CENTER LINE OF ROAD, IN SOUTHEAST WINGWALL OF THE EAST ABUTMENT OF A
 AH0829'CONCRETE BRIDGE, ABOUT FLUSH WITH THE FLOOR OF THE BRIDGE.
 AH0829
 AH0829                          STATION RECOVERY (1968)
 AH0829
 AH0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AH0829'RECOVERED IN GOOD CONDITION.
 AH0829
 AH0829                          STATION RECOVERY (2001)
 AH0829
 AH0829'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0029 ***********************************************************************
 BY0029  DESIGNATION -  V 92
 BY0029  PID         -  BY0029
 BY0029  STATE/COUNTY-  TX/SHELBY
 BY0029  USGS QUAD   -  TENAHA EAST (1984)
 BY0029
 BY0029                         *CURRENT SURVEY CONTROL
 BY0029  ___________________________________________________________________
 BY0029* NAD 83(1986)-  31 54 11.     (N)    094 13 34.     (W)     SCALED    
 BY0029* NAVD 88     -        79.05   (+/-2cm)     259.3    (feet)  VERTCON   
 BY0029  ___________________________________________________________________
 BY0029  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BY0029
 BY0029  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0029
 BY0029.The horizontal coordinates were scaled from a topographic map and have
 BY0029.an estimated accuracy of +/- 6 seconds.
 BY0029
 BY0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0029.The vertical order pertains to the NGVD 29 superseded value.
 BY0029
 BY0029.The geoid height was determined by GEOID03.
 BY0029
 BY0029;                    North         East    Units  Estimated Accuracy
 BY0029;SPC TX C     - 3,263,780.    1,277,410.      MT  (+/- 180 meters Scaled)
 BY0029
 BY0029                          SUPERSEDED SURVEY CONTROL
 BY0029
 BY0029  NGVD 29 (??/??/92)   79.092  (m)          259.49   (f) ADJ UNCH    1 2
 BY0029
 BY0029.Superseded values are not recommended for survey control.
 BY0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0029.See file dsdata.txt to determine how the superseded data were derived.
 BY0029
 BY0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR840303(NAD 83)
 BY0029_MARKER: DB = BENCH MARK DISK
 BY0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0029+STABILITY: SURFACE MOTION
 BY0029
 BY0029  HISTORY     - Date     Condition        Report By
 BY0029  HISTORY     - UNK      MONUMENTED       CGS
 BY0029  HISTORY     - 1932     GOOD             NGS
 BY0029  HISTORY     - 1934     GOOD             NGS
 BY0029  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0029
 BY0029                          STATION DESCRIPTION
 BY0029
 BY0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0029'3.1 MI S FROM TENAHA.
 BY0029'ON THE G.C. AND SANTA FE R.R., 30 FEET WEST OF THE RAILROAD, .4 OF A
 BY0029'MILE NORTH OF MILE POLE NO. 148, 60 FEET SOUTH OF A GRADE CROSSING
 BY0029'LEADING TO A CREAM PAINTED HOUSE, 300 FEET WEST OF HIGHWAY NO. 8, 250
 BY0029'FEET SOUTHEAST OF THE CREAM COLORED HOUSE.
 BY0029
 BY0029                          STATION RECOVERY (1934)
 BY0029
 BY0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0029'RECOVERED IN GOOD CONDITION.
 BY0029
 BY0029                          STATION RECOVERY (1979)
 BY0029
 BY0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0841 ***********************************************************************
 AH0841  DESIGNATION -  V 920
 AH0841  PID         -  AH0841
 AH0841  STATE/COUNTY-  TX/NUECES
 AH0841  USGS QUAD   -  LAURELES RANCH (1975)
 AH0841
 AH0841                         *CURRENT SURVEY CONTROL
 AH0841  ___________________________________________________________________
 AH0841* NAD 83(1986)-  27 36 54.     (N)    097 32 07.     (W)     SCALED    
 AH0841* NAVD 88     -        11.757  (meters)      38.57   (feet)  ADJUSTED  
 AH0841  ___________________________________________________________________
 AH0841  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AH0841  DYNAMIC HT  -          11.739 (meters)      38.51  (feet)  COMP
 AH0841  MODELED GRAV-     979,116.8   (mgal)                       NAVD 88
 AH0841
 AH0841  VERT ORDER  -  SECOND    CLASS 0
 AH0841
 AH0841.The horizontal coordinates were scaled from a topographic map and have
 AH0841.an estimated accuracy of +/- 6 seconds.
 AH0841
 AH0841.The orthometric height was determined by differential leveling
 AH0841.and adjusted by the National Geodetic Survey in June 1991..
 AH0841
 AH0841.The geoid height was determined by GEOID03.
 AH0841
 AH0841.The dynamic height is computed by dividing the NAVD 88
 AH0841.geopotential number by the normal gravity value computed on the
 AH0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0841.degrees latitude (g = 980.6199 gals.).
 AH0841
 AH0841.The modeled gravity was interpolated from observed gravity values.
 AH0841
 AH0841;                    North         East    Units  Estimated Accuracy
 AH0841;SPC TX S     - 5,216,230.      395,220.      MT  (+/- 180 meters Scaled)
 AH0841
 AH0841                          SUPERSEDED SURVEY CONTROL
 AH0841
 AH0841  NGVD 29 (??/??/92)   11.911  (m)           39.08   (f) ADJ UNCH    2 0
 AH0841
 AH0841.Superseded values are not recommended for survey control.
 AH0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0841.See file dsdata.txt to determine how the superseded data were derived.
 AH0841
 AH0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR445554(NAD 83)
 AH0841_MARKER: DB = BENCH MARK DISK
 AH0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0841_SP_SET: CULVERT
 AH0841_STAMPING: V 920 1945
 AH0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0841
 AH0841  HISTORY     - Date     Condition        Report By
 AH0841  HISTORY     - 1945     MONUMENTED       CGS
 AH0841  HISTORY     - 1949     GOOD             NGS
 AH0841
 AH0841                          STATION DESCRIPTION
 AH0841
 AH0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0841'7.0 MI N FROM CHAPMAN RANCH.
 AH0841'5.0 MILES WEST ALONG A PAVED ROAD LEADING TO BISHOP FROM CHAPMAN RANCH
 AH0841'HEADQUARTERS, NUECES COUNTY, 2.0 MILES NORTH ALONG A PAVED ROAD.  AT
 AH0841'OUTLYING FIELD 2-A (ABANDONED), 150 FEET NORTHWEST OF THE NORTHWEST
 AH0841'CORNER OF THE FIELD, AT THE INTERSECTION OF A ROAD LEADING TO OUTLYING
 AH0841'FIELD 2-B (ABANDONED), 76 FEET WEST OF THE CENTERLINE OF THE
 AH0841'NORTH-AND-SOUTH ROAD, 18 FEET NORTH OF THE CENTERLINE OF THE
 AH0841'EAST-AND-WEST ROAD, AT A LARGE CONCRETE CULVERT, AND IN THE EAST END
 AH0841'OF THE NORTH HEADWALL.  AN IRON DISK, STAMPED V 920 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0420 ***********************************************************************
 DN0420  DESIGNATION -  V 921
 DN0420  PID         -  DN0420
 DN0420  STATE/COUNTY-  TX/COLLIN
 DN0420  USGS QUAD   -  PLANO (1973)
 DN0420
 DN0420                         *CURRENT SURVEY CONTROL
 DN0420  ___________________________________________________________________
 DN0420* NAD 83(1986)-  33 00 44.     (N)    096 38 49.     (W)     SCALED    
 DN0420* NAVD 88     -       172.710  (meters)     566.63   (feet)  ADJUSTED  
 DN0420  ___________________________________________________________________
 DN0420  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DN0420  DYNAMIC HT  -         172.520 (meters)     566.01  (feet)  COMP
 DN0420  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 DN0420
 DN0420  VERT ORDER  -  SECOND    CLASS 0
 DN0420
 DN0420.The horizontal coordinates were scaled from a topographic map and have
 DN0420.an estimated accuracy of +/- 6 seconds.
 DN0420
 DN0420.The orthometric height was determined by differential leveling
 DN0420.and adjusted by the National Geodetic Survey in June 1991..
 DN0420
 DN0420.The geoid height was determined by GEOID03.
 DN0420
 DN0420.The dynamic height is computed by dividing the NAVD 88
 DN0420.geopotential number by the normal gravity value computed on the
 DN0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0420.degrees latitude (g = 980.6199 gals.).
 DN0420
 DN0420.The modeled gravity was interpolated from observed gravity values.
 DN0420
 DN0420;                    North         East    Units  Estimated Accuracy
 DN0420;SPC TXNC     - 2,150,740.      773,120.      MT  (+/- 180 meters Scaled)
 DN0420
 DN0420                          SUPERSEDED SURVEY CONTROL
 DN0420
 DN0420  NGVD 29 (??/??/92)  172.718  (m)          566.66   (f) ADJ UNCH    2 0
 DN0420
 DN0420.Superseded values are not recommended for survey control.
 DN0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0420.See file dsdata.txt to determine how the superseded data were derived.
 DN0420
 DN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB198551(NAD 83)
 DN0420_MARKER: DB = BENCH MARK DISK
 DN0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0420_SP_SET: CULVERT
 DN0420_STAMPING: V 921 1946
 DN0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0420
 DN0420  HISTORY     - Date     Condition        Report By
 DN0420  HISTORY     - 1946     MONUMENTED       CGS
 DN0420  HISTORY     - 1964     GOOD             NGS
 DN0420  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN0420  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0420
 DN0420                          STATION DESCRIPTION
 DN0420
 DN0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DN0420'2.0 MI W FROM MURPHY.
 DN0420'2.0 MILES WEST ALONG A GRAVEL ROAD FROM THE MURPHY BAPTIST CHURCH AT
 DN0420'MURPHY.  AT AN INTERSECTION OF THE GRAVEL ROAD AND A T ROAD RUNNING
 DN0420'SOUTH.  61 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES OF
 DN0420'THE TWO ROADS, 47 FEET EAST OF THE CENTER LINE OF THE ROAD RUNNING
 DN0420'SOUTH, 15 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, A
 DN0420'BRONZE DISK SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 DN0420'4 FOOT CONCRETE CULVERT.  NOTE-- THE BENCH MARK MAY BE REACHED FROM
 DN0420'THE STREET INTERSECTION ONE BLOCK WEST OF THE CITY HALL IN PLANO, BY
 DN0420'GOING EASTERLY ALONG FARM ROAD 544 FOR 2.2 MILES TO BENCH MARK.
 DN0420
 DN0420                          STATION RECOVERY (1994)
 DN0420
 DN0420'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0420'MARK NOT FOUND.
 DN0420
 DN0420                          STATION RECOVERY (2005)
 DN0420
 DN0420'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0244 ***********************************************************************
 DN0244  DESIGNATION -  V 922
 DN0244  PID         -  DN0244
 DN0244  STATE/COUNTY-  TX/HUNT
 DN0244  USGS QUAD   -  GREENVILLE SW (1962)
 DN0244
 DN0244                         *CURRENT SURVEY CONTROL
 DN0244  ___________________________________________________________________
 DN0244* NAD 83(1986)-  33 03 45.     (N)    096 14 41.     (W)     SCALED    
 DN0244* NAVD 88     -       164.615  (meters)     540.07   (feet)  ADJUSTED  
 DN0244  ___________________________________________________________________
 DN0244  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN0244  DYNAMIC HT  -         164.435 (meters)     539.48  (feet)  COMP
 DN0244  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 DN0244
 DN0244  VERT ORDER  -  SECOND    CLASS 0
 DN0244
 DN0244.The horizontal coordinates were scaled from a topographic map and have
 DN0244.an estimated accuracy of +/- 6 seconds.
 DN0244
 DN0244.The orthometric height was determined by differential leveling
 DN0244.and adjusted by the National Geodetic Survey in June 1991..
 DN0244
 DN0244.The geoid height was determined by GEOID03.
 DN0244
 DN0244.The dynamic height is computed by dividing the NAVD 88
 DN0244.geopotential number by the normal gravity value computed on the
 DN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0244.degrees latitude (g = 980.6199 gals.).
 DN0244
 DN0244.The modeled gravity was interpolated from observed gravity values.
 DN0244
 DN0244;                    North         East    Units  Estimated Accuracy
 DN0244;SPC TXNC     - 2,157,040.      810,570.      MT  (+/- 180 meters Scaled)
 DN0244
 DN0244                          SUPERSEDED SURVEY CONTROL
 DN0244
 DN0244  NGVD 29 (??/??/92)  164.607  (m)          540.05   (f) ADJ UNCH    2 0
 DN0244
 DN0244.Superseded values are not recommended for survey control.
 DN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0244.See file dsdata.txt to determine how the superseded data were derived.
 DN0244
 DN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB572615(NAD 83)
 DN0244_MARKER: DB = BENCH MARK DISK
 DN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0244_STAMPING: V 922 1946
 DN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0244+STABILITY: SURFACE MOTION
 DN0244
 DN0244  HISTORY     - Date     Condition        Report By
 DN0244  HISTORY     - 1946     MONUMENTED       CGS
 DN0244  HISTORY     - 19940422 MARK NOT FOUND   USPSQD
 DN0244
 DN0244                          STATION DESCRIPTION
 DN0244
 DN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0244'0.9 MI W FROM CADDO MILLS.
 DN0244'0.9 MILE WEST ALONG A GRAVEL ROAD FROM THE CITY WATER TOWER AT CADDO
 DN0244'MILLS.  THE MARK IS SET IN THE NORTHWEST CORNER OF A GARDEN.  46 FEET
 DN0244'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 21.6 FEET WEST OF THE
 DN0244'CENTER LINE OF A PRIVATE DRIVE, 6.8 FEET WEST OF THE NORTHWEST CORNER
 DN0244'OF THE GARDEN FENCE, 1.6 FEET NORTH OF A WIRE FENCE, 3 FEET WEST OF A
 DN0244'WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 DN0244'POST.
 DN0244
 DN0244                          STATION RECOVERY (1994)
 DN0244
 DN0244'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1330 ***********************************************************************
 CS1330  DESIGNATION -  V 923
 CS1330  PID         -  CS1330
 CS1330  STATE/COUNTY-  TX/DALLAS
 CS1330  USGS QUAD   -  ADDISON (1981)
 CS1330
 CS1330                         *CURRENT SURVEY CONTROL
 CS1330  ___________________________________________________________________
 CS1330* NAD 83(1986)-  32 53 21.     (N)    096 45 24.     (W)     SCALED    
 CS1330* NAVD 88     -       150.339  (meters)     493.24   (feet)  ADJUSTED  
 CS1330  ___________________________________________________________________
 CS1330  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CS1330  DYNAMIC HT  -         150.169 (meters)     492.68  (feet)  COMP
 CS1330  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 CS1330
 CS1330  VERT ORDER  -  SECOND    CLASS 0
 CS1330
 CS1330.The horizontal coordinates were scaled from a topographic map and have
 CS1330.an estimated accuracy of +/- 6 seconds.
 CS1330
 CS1330.The orthometric height was determined by differential leveling
 CS1330.and adjusted by the National Geodetic Survey in June 1991..
 CS1330
 CS1330.The geoid height was determined by GEOID03.
 CS1330
 CS1330.The dynamic height is computed by dividing the NAVD 88
 CS1330.geopotential number by the normal gravity value computed on the
 CS1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1330.degrees latitude (g = 980.6199 gals.).
 CS1330
 CS1330.The modeled gravity was interpolated from observed gravity values.
 CS1330
 CS1330;                    North         East    Units  Estimated Accuracy
 CS1330;SPC TXNC     - 2,136,920.      763,100.      MT  (+/- 180 meters Scaled)
 CS1330
 CS1330                          SUPERSEDED SURVEY CONTROL
 CS1330
 CS1330  NGVD 29 (??/??/92)  150.351  (m)          493.28   (f) ADJ UNCH    2 0
 CS1330
 CS1330.Superseded values are not recommended for survey control.
 CS1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1330.See file dsdata.txt to determine how the superseded data were derived.
 CS1330
 CS1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB098412(NAD 83)
 CS1330_MARKER: DB = BENCH MARK DISK
 CS1330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1330_SP_SET: BRIDGE
 CS1330_STAMPING: V 923 1946
 CS1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1330
 CS1330  HISTORY     - Date     Condition        Report By
 CS1330  HISTORY     - 1946     MONUMENTED       CGS
 CS1330  HISTORY     - 1958     GOOD             NGS
 CS1330  HISTORY     - 19910616 MARK NOT FOUND   USPSQD
 CS1330
 CS1330                          STATION DESCRIPTION
 CS1330
 CS1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1330'1.4 MI N FROM VICKERY.
 CS1330'1.4 MILES NORTH FROM THE CENTER OF THE BUSINESS DISTRICT IN VICKERY, A
 CS1330'SMALL SETTLEMENT LYING ABOUT0.5 MILE NORTH OF LOOP NO. 12 AND 0.2 MILE
 CS1330'EAST OF HIGHWAY 75 EXPRESSWAY.  IT IS IN THE CENTER OF THE NORTH END
 CS1330'OF THE EAST CURB OF THE CONCRETE BRIDGE OVER WHITE ROCK CREEK AND IS
 CS1330'ABOUT 75 YARDS SOUTHWEST OF ROLLER RINK.  IT IS 13 FEET EAST OF THE
 CS1330'APPROXIMATE CENTERLINE OF GREENVILLE AVENUE AND ABOUT 1 MILE EAST OF
 CS1330'HIGHWAY NO. 75.  A STANDARD DISK STAMPED V 923 1946 IN A CONCRETE
 CS1330'CURB.
 CS1330
 CS1330                          STATION RECOVERY (1991)
 CS1330
 CS1330'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1333 ***********************************************************************
 CS1333  DESIGNATION -  V 924
 CS1333  PID         -  CS1333
 CS1333  STATE/COUNTY-  TX/DALLAS
 CS1333  USGS QUAD   -  ROWLETT (1973)
 CS1333
 CS1333                         *CURRENT SURVEY CONTROL
 CS1333  ___________________________________________________________________
 CS1333* NAD 83(1986)-  32 58 53.     (N)    096 33 06.     (W)     SCALED    
 CS1333* NAVD 88     -       149.916  (meters)     491.85   (feet)  ADJUSTED  
 CS1333  ___________________________________________________________________
 CS1333  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS1333  DYNAMIC HT  -         149.752 (meters)     491.31  (feet)  COMP
 CS1333  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 CS1333
 CS1333  VERT ORDER  -  SECOND    CLASS 0
 CS1333
 CS1333.The horizontal coordinates were scaled from a topographic map and have
 CS1333.an estimated accuracy of +/- 6 seconds.
 CS1333
 CS1333.The orthometric height was determined by differential leveling
 CS1333.and adjusted by the National Geodetic Survey in June 1991..
 CS1333
 CS1333.The geoid height was determined by GEOID03.
 CS1333
 CS1333.The dynamic height is computed by dividing the NAVD 88
 CS1333.geopotential number by the normal gravity value computed on the
 CS1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1333.degrees latitude (g = 980.6199 gals.).
 CS1333
 CS1333.The modeled gravity was interpolated from observed gravity values.
 CS1333
 CS1333;                    North         East    Units  Estimated Accuracy
 CS1333;SPC TXNC     - 2,147,480.      782,080.      MT  (+/- 180 meters Scaled)
 CS1333
 CS1333                          SUPERSEDED SURVEY CONTROL
 CS1333
 CS1333  NGVD 29 (??/??/92)  149.927  (m)          491.89   (f) ADJ UNCH    2 0
 CS1333
 CS1333.Superseded values are not recommended for survey control.
 CS1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1333.See file dsdata.txt to determine how the superseded data were derived.
 CS1333
 CS1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB287518(NAD 83)
 CS1333_MARKER: DB = BENCH MARK DISK
 CS1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1333_STAMPING: V 924 1946
 CS1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1333+STABILITY: SURFACE MOTION
 CS1333
 CS1333  HISTORY     - Date     Condition        Report By
 CS1333  HISTORY     - 1946     MONUMENTED       CGS
 CS1333  HISTORY     - 1964     GOOD             NGS
 CS1333  HISTORY     - 19910628 GOOD             USPSQD
 CS1333
 CS1333                          STATION DESCRIPTION
 CS1333
 CS1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1333'2.5 MI S FROM WYLIE.
 CS1333'2.5 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE CITY WATER TOWER AT
 CS1333'WYLIE, 49.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31.8
 CS1333'FEET SOUTHWEST OF THE CENTER LINE OF A LANE LEADING INTO A FIELD, 20.7
 CS1333'FEET SOUTHWEST OF THE SOUTHWEST END OF A GATE, 3.2 FEET NORTHWEST OF A
 CS1333'TELEPHONE POLE, 2.2 FEET SOUTHWEST OF A WHITE 4X4 MARKER POST. A
 CS1333'BRONZE DISK SET IN THE TOP OF A CONCRETE POST. NOTE-- THE HIGHWAY HAS
 CS1333'BEEN CHANGED AND THE ROUTE ALONG THE BENCH MARK IS NOW SACHSE ROAD.
 CS1333'THE 4X4 MARKER POST IS GONE.  NOTE-- TO REACH FROM THE JUNCTION OF
 CS1333'FARM ROAD 544 AND STATE HIGHWAY 78 IN WYLIE, GO SOUTH ON FARM ROAD 544
 CS1333'FOR 0.45 MILE TO A CROSSROAD.  (FARM ROAD 544 TURNS LEFT.) KEEP
 CS1333'STRAIGHT AHEAD, GO 1.25 MILES TO A ROAD FORK. TAKE RIGHT FORK, SACHSE
 CS1333'ROAD, GO 0.8 MILE TO BENCH MARK.
 CS1333
 CS1333                          STATION RECOVERY (1991)
 CS1333
 CS1333'RECOVERY NOTE BY US POWER SQUADRON 1991 (CES)
 CS1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0133 ***********************************************************************
 DN0133  DESIGNATION -  V 926
 DN0133  PID         -  DN0133
 DN0133  STATE/COUNTY-  TX/HUNT
 DN0133  USGS QUAD   -  JOSEPHINE (1963)
 DN0133
 DN0133                         *CURRENT SURVEY CONTROL
 DN0133  ___________________________________________________________________
 DN0133* NAD 83(1986)-  33 01 20.     (N)    096 16 35.     (W)     SCALED    
 DN0133* NAVD 88     -       160.603  (meters)     526.91   (feet)  ADJUSTED  
 DN0133  ___________________________________________________________________
 DN0133  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DN0133  DYNAMIC HT  -         160.427 (meters)     526.33  (feet)  COMP
 DN0133  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 DN0133
 DN0133  VERT ORDER  -  FIRST     CLASS II
 DN0133
 DN0133.The horizontal coordinates were scaled from a topographic map and have
 DN0133.an estimated accuracy of +/- 6 seconds.
 DN0133
 DN0133.The orthometric height was determined by differential leveling
 DN0133.and adjusted by the National Geodetic Survey in June 1991..
 DN0133
 DN0133.The geoid height was determined by GEOID03.
 DN0133
 DN0133.The dynamic height is computed by dividing the NAVD 88
 DN0133.geopotential number by the normal gravity value computed on the
 DN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0133.degrees latitude (g = 980.6199 gals.).
 DN0133
 DN0133.The modeled gravity was interpolated from observed gravity values.
 DN0133
 DN0133;                    North         East    Units  Estimated Accuracy
 DN0133;SPC TXNC     - 2,152,520.      807,710.      MT  (+/- 180 meters Scaled)
 DN0133
 DN0133                          SUPERSEDED SURVEY CONTROL
 DN0133
 DN0133  NGVD 29 (??/??/92)  160.602  (m)          526.91   (f) ADJ UNCH    1 2
 DN0133
 DN0133.Superseded values are not recommended for survey control.
 DN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0133.See file dsdata.txt to determine how the superseded data were derived.
 DN0133
 DN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB544570(NAD 83)
 DN0133_MARKER: DB = BENCH MARK DISK
 DN0133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0133_SP_SET: ABUTMENT
 DN0133_STAMPING: V 926 1946
 DN0133_MARK LOGO: CGS   
 DN0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0133
 DN0133  HISTORY     - Date     Condition        Report By
 DN0133  HISTORY     - 1946     MONUMENTED       CGS
 DN0133  HISTORY     - 1986     GOOD             NGS
 DN0133  HISTORY     - 19940421 GOOD             USPSQD
 DN0133
 DN0133                          STATION DESCRIPTION
 DN0133
 DN0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0133'4.3 MI SW FROM CADDO MILLS.
 DN0133'4.3 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0133'THE STATION AT CADDO MILLS.  119 FEET WEST OF THE WEST RAIL, 16.3 FEET
 DN0133'EAST OF THE CENTER LINE OF U.S. HIGHWAY 67.  A BRONZE DISK SET IN THE
 DN0133'TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A CONCRETE
 DN0133'HIGHWAY BRIDGE.
 DN0133
 DN0133                          STATION RECOVERY (1986)
 DN0133
 DN0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0133'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.5 KM (4.05
 DN0133'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST JUNCTION WITH
 DN0133'FARM ROAD 36 IN CADDO MILLS, IN THE SOUTHEAST END OF THE SOUTHWEST
 DN0133'ABUTMENT OF THE HIGHWAY BRIDGE SPANNING PAYNE CREEK, AND 5.0 M (16.4
 DN0133'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DN0133'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN0133
 DN0133                          STATION RECOVERY (1994)
 DN0133
 DN0133'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0023 ***********************************************************************
 CS0023  DESIGNATION -  V 927
 CS0023  PID         -  CS0023
 CS0023  STATE/COUNTY-  TX/HUNT
 CS0023  USGS QUAD   -  QUINLAN (1979)
 CS0023
 CS0023                         *CURRENT SURVEY CONTROL
 CS0023  ___________________________________________________________________
 CS0023* NAD 83(1986)-  32 59 05.     (N)    096 10 51.     (W)     SCALED    
 CS0023* NAVD 88     -       151.706  (meters)     497.72   (feet)  ADJUSTED  
 CS0023  ___________________________________________________________________
 CS0023  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0023  DYNAMIC HT  -         151.541 (meters)     497.18  (feet)  COMP
 CS0023  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 CS0023
 CS0023  VERT ORDER  -  SECOND    CLASS 0
 CS0023
 CS0023.The horizontal coordinates were scaled from a topographic map and have
 CS0023.an estimated accuracy of +/- 6 seconds.
 CS0023
 CS0023.The orthometric height was determined by differential leveling
 CS0023.and adjusted by the National Geodetic Survey in June 1991..
 CS0023
 CS0023.The geoid height was determined by GEOID03.
 CS0023
 CS0023.The dynamic height is computed by dividing the NAVD 88
 CS0023.geopotential number by the normal gravity value computed on the
 CS0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0023.degrees latitude (g = 980.6199 gals.).
 CS0023
 CS0023.The modeled gravity was interpolated from observed gravity values.
 CS0023
 CS0023;                    North         East    Units  Estimated Accuracy
 CS0023;SPC TXNC     - 2,148,550.      816,730.      MT  (+/- 180 meters Scaled)
 CS0023
 CS0023                          SUPERSEDED SURVEY CONTROL
 CS0023
 CS0023  NGVD 29 (??/??/92)  151.69   (m)          497.7    (f) COMPUTED    2 0
 CS0023
 CS0023.Superseded values are not recommended for survey control.
 CS0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0023.See file dsdata.txt to determine how the superseded data were derived.
 CS0023
 CS0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB634531(NAD 83)
 CS0023_MARKER: DB = BENCH MARK DISK
 CS0023_SETTING: 0 = UNSPECIFIED SETTING
 CS0023_STAMPING: V 927 1946
 CS0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0023
 CS0023  HISTORY     - Date     Condition        Report By
 CS0023  HISTORY     - 1946     MONUMENTED       CGS
 CS0023  HISTORY     - 1975     GOOD             USGS
 CS0023  HISTORY     - 19940419 GOOD             USPSQD
 CS0023
 CS0023                          STATION DESCRIPTION
 CS0023
 CS0023'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 CS0023'7.7 MI SE FROM CADDO MILLS.
 CS0023'HWY. INT. STATE 34 AND FR 1564 (1.5 MI. N. OF CASH, TEXAS) THENCE W.
 CS0023'ALONG FR 1564 FOR 4.9 MI. TO JCT. OF FR 1564 AND FR 36.  THENCE LEFT
 CS0023'S. ALONG FR 36 FOR 1.3 MI. TO RD. NE.  THENCE LEFT NE ALONG GRADED
 CS0023'DIRT RD. FOR 0.05 MI. TO DRIVEWAY N. AND BM SITE.  43 FT. N. AND 19
 CS0023'FT. E. OF RD. AT DRIVEWAY.  PROJECTING 1.0 FT.
 CS0023
 CS0023                          STATION RECOVERY (1994)
 CS0023
 CS0023'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0045 ***********************************************************************
 CS0045  DESIGNATION -  V 928
 CS0045  PID         -  CS0045
 CS0045  STATE/COUNTY-  TX/HUNT
 CS0045  USGS QUAD   -  QUINLAN (1979)
 CS0045
 CS0045                         *CURRENT SURVEY CONTROL
 CS0045  ___________________________________________________________________
 CS0045* NAD 83(1986)-  32 54 38.     (N)    096 10 28.     (W)     SCALED    
 CS0045* NAVD 88     -       149.729  (meters)     491.24   (feet)  ADJUSTED  
 CS0045  ___________________________________________________________________
 CS0045  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0045  DYNAMIC HT  -         149.565 (meters)     490.70  (feet)  COMP
 CS0045  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CS0045
 CS0045  VERT ORDER  -  SECOND    CLASS 0
 CS0045
 CS0045.The horizontal coordinates were scaled from a topographic map and have
 CS0045.an estimated accuracy of +/- 6 seconds.
 CS0045
 CS0045.The orthometric height was determined by differential leveling
 CS0045.and adjusted by the National Geodetic Survey in June 1991..
 CS0045
 CS0045.The geoid height was determined by GEOID03.
 CS0045
 CS0045.The dynamic height is computed by dividing the NAVD 88
 CS0045.geopotential number by the normal gravity value computed on the
 CS0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0045.degrees latitude (g = 980.6199 gals.).
 CS0045
 CS0045.The modeled gravity was interpolated from observed gravity values.
 CS0045
 CS0045;                    North         East    Units  Estimated Accuracy
 CS0045;SPC TXNC     - 2,140,340.      817,510.      MT  (+/- 180 meters Scaled)
 CS0045
 CS0045                          SUPERSEDED SURVEY CONTROL
 CS0045
 CS0045  NGVD 29 (??/??/92)  149.73   (m)          491.2    (f) COMPUTED    2 0
 CS0045
 CS0045.Superseded values are not recommended for survey control.
 CS0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0045.See file dsdata.txt to determine how the superseded data were derived.
 CS0045
 CS0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB642449(NAD 83)
 CS0045_MARKER: DB = BENCH MARK DISK
 CS0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0045_STAMPING: V 928 1946
 CS0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0045+STABILITY: SURFACE MOTION
 CS0045
 CS0045  HISTORY     - Date     Condition        Report By
 CS0045  HISTORY     - 1946     MONUMENTED       CGS
 CS0045  HISTORY     - 1975     MARK NOT FOUND   USGS
 CS0045  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0045
 CS0045                          STATION DESCRIPTION
 CS0045
 CS0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0045'2.1 MI W FROM QUINLAN.
 CS0045'2.1 MILES WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC STATION
 CS0045'AT QUINLAN, 87 FEET EAST OF THE NORTHEAST CORNER OF A FARMHOUSE, AT A
 CS0045'ROAD JUNCTION, 35 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 26
 CS0045'FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, 4 FEET EAST OF A FENCE
 CS0045'CORNER, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 CS0045'DISK, STAMPED V 928 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS0045
 CS0045                          STATION RECOVERY (1975)
 CS0045
 CS0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CS0045'MARK NOT FOUND.
 CS0045
 CS0045                          STATION RECOVERY (1994)
 CS0045
 CS0045'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0091 ***********************************************************************
 CS0091  DESIGNATION -  V 929
 CS0091  PID         -  CS0091
 CS0091  STATE/COUNTY-  TX/ROCKWALL
 CS0091  USGS QUAD   -  FORNEY NORTH (1973)
 CS0091
 CS0091                         *CURRENT SURVEY CONTROL
 CS0091  ___________________________________________________________________
 CS0091* NAD 83(1986)-  32 49 37.     (N)    096 29 12.     (W)     SCALED    
 CS0091* NAVD 88     -       143.221  (meters)     469.88   (feet)  ADJUSTED  
 CS0091  ___________________________________________________________________
 CS0091  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0091  DYNAMIC HT  -         143.064 (meters)     469.37  (feet)  COMP
 CS0091  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 CS0091
 CS0091  VERT ORDER  -  SECOND    CLASS 0
 CS0091
 CS0091.The horizontal coordinates were scaled from a topographic map and have
 CS0091.an estimated accuracy of +/- 6 seconds.
 CS0091
 CS0091.The orthometric height was determined by differential leveling
 CS0091.and adjusted by the National Geodetic Survey in June 1991..
 CS0091
 CS0091.The geoid height was determined by GEOID03.
 CS0091
 CS0091.The dynamic height is computed by dividing the NAVD 88
 CS0091.geopotential number by the normal gravity value computed on the
 CS0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0091.degrees latitude (g = 980.6199 gals.).
 CS0091
 CS0091.The modeled gravity was interpolated from observed gravity values.
 CS0091
 CS0091;                    North         East    Units  Estimated Accuracy
 CS0091;SPC TXNC     - 2,130,470.      788,490.      MT  (+/- 180 meters Scaled)
 CS0091
 CS0091                          SUPERSEDED SURVEY CONTROL
 CS0091
 CS0091  NGVD 29 (??/??/92)  143.237  (m)          469.94   (f) ADJ UNCH    2 0
 CS0091
 CS0091.Superseded values are not recommended for survey control.
 CS0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0091.See file dsdata.txt to determine how the superseded data were derived.
 CS0091
 CS0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB352349(NAD 83)
 CS0091_MARKER: DB = BENCH MARK DISK
 CS0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0091_STAMPING: V 929 1946
 CS0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0091+STABILITY: SURFACE MOTION
 CS0091
 CS0091  HISTORY     - Date     Condition        Report By
 CS0091  HISTORY     - 1946     MONUMENTED       CGS
 CS0091  HISTORY     - 1958     GOOD             USGS
 CS0091  HISTORY     - 19920825 MARK NOT FOUND   USPSQD
 CS0091  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS0091
 CS0091                          STATION DESCRIPTION
 CS0091
 CS0091'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0091'7.2 MI NW FROM FORNEY.
 CS0091'IN ROCKWALL COUNTY, 7.2 MILES NORTHWEST ALONG ASPHALT ROADS FROM THE
 CS0091'TEXAS AND PACIFIC RAILWAY STATION AT FORNEY, KAUFMAN COUNTY, 0.9 MILE
 CS0091'SOUTH OF THE OLD HIGH SCHOOL AT HEATH, ROCKWALL COUNTY, NEAR A SMALL
 CS0091'BOX HOUSE, 63 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 29 FEET
 CS0091'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE, 2 FEET NORTH OF
 CS0091'A WHITE WOOTEN WITNESS POST.  A STANDARD DISK, STAMPED V 929 1946 AND
 CS0091'SET IN THE TOP OF A CONCRETE POST.
 CS0091
 CS0091                          STATION RECOVERY (1992)
 CS0091
 CS0091'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS0091'MARK NOT FOUND.
 CS0091
 CS0091                          STATION RECOVERY (2005)
 CS0091
 CS0091'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0044 ***********************************************************************
 AJ0044  DESIGNATION -  V 93
 AJ0044  PID         -  AJ0044
 AJ0044  STATE/COUNTY-  TX/DUVAL
 AJ0044  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0044
 AJ0044                         *CURRENT SURVEY CONTROL
 AJ0044  ___________________________________________________________________
 AJ0044* NAD 83(1986)-  27 40 14.     (N)    098 21 12.     (W)     SCALED    
 AJ0044* NAVD 88     -       123.067  (meters)     403.76   (feet)  ADJUSTED  
 AJ0044  ___________________________________________________________________
 AJ0044  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AJ0044  DYNAMIC HT  -         122.874 (meters)     403.13  (feet)  COMP
 AJ0044  MODELED GRAV-     979,082.0   (mgal)                       NAVD 88
 AJ0044
 AJ0044  VERT ORDER  -  FIRST     CLASS II
 AJ0044
 AJ0044.The horizontal coordinates were scaled from a topographic map and have
 AJ0044.an estimated accuracy of +/- 6 seconds.
 AJ0044
 AJ0044.The orthometric height was determined by differential leveling
 AJ0044.and adjusted by the National Geodetic Survey in June 1991..
 AJ0044
 AJ0044.The geoid height was determined by GEOID03.
 AJ0044
 AJ0044.The dynamic height is computed by dividing the NAVD 88
 AJ0044.geopotential number by the normal gravity value computed on the
 AJ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0044.degrees latitude (g = 980.6199 gals.).
 AJ0044
 AJ0044.The modeled gravity was interpolated from observed gravity values.
 AJ0044
 AJ0044;                    North         East    Units  Estimated Accuracy
 AJ0044;SPC TX S     - 5,222,030.      314,470.      MT  (+/- 180 meters Scaled)
 AJ0044
 AJ0044                          SUPERSEDED SURVEY CONTROL
 AJ0044
 AJ0044  NGVD 29 (??/??/92)  123.134  (m)          403.98   (f) ADJ UNCH    1 2
 AJ0044
 AJ0044.Superseded values are not recommended for survey control.
 AJ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0044.See file dsdata.txt to determine how the superseded data were derived.
 AJ0044
 AJ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR637608(NAD 83)
 AJ0044_MARKER: DB = BENCH MARK DISK
 AJ0044_SETTING: 0 = UNSPECIFIED SETTING
 AJ0044_STAMPING: V 93 1932 403.982
 AJ0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0044
 AJ0044  HISTORY     - Date     Condition        Report By
 AJ0044  HISTORY     - 1932     MONUMENTED       CGS
 AJ0044  HISTORY     - 1933     GOOD             NGS
 AJ0044  HISTORY     - 1934     GOOD             NGS
 AJ0044
 AJ0044                          STATION DESCRIPTION
 AJ0044
 AJ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0044'7.8 MI E FROM BENAVIDES.
 AJ0044'ON THE TEXAS-MEXICAN RR. 150 FT. W OF MILE POST 99.  30 FT. S OF
 AJ0044'TRACK.
 AJ0044
 AJ0044                          STATION RECOVERY (1934)
 AJ0044
 AJ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1307 ***********************************************************************
 CS1307  DESIGNATION -  V 930
 CS1307  PID         -  CS1307
 CS1307  STATE/COUNTY-  TX/DALLAS
 CS1307  USGS QUAD   -  CARROLLTON (1981)
 CS1307
 CS1307                         *CURRENT SURVEY CONTROL
 CS1307  ___________________________________________________________________
 CS1307* NAD 83(1986)-  32 57 12.     (N)    096 53 41.     (W)     SCALED    
 CS1307* NAVD 88     -       158.679  (meters)     520.60   (feet)  ADJUSTED  
 CS1307  ___________________________________________________________________
 CS1307  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CS1307  DYNAMIC HT  -         158.498 (meters)     520.01  (feet)  COMP
 CS1307  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 CS1307
 CS1307  VERT ORDER  -  SECOND    CLASS 0
 CS1307
 CS1307.The horizontal coordinates were scaled from a topographic map and have
 CS1307.an estimated accuracy of +/- 6 seconds.
 CS1307
 CS1307.The orthometric height was determined by differential leveling
 CS1307.and adjusted by the National Geodetic Survey in June 1991..
 CS1307
 CS1307.The geoid height was determined by GEOID03.
 CS1307
 CS1307.The dynamic height is computed by dividing the NAVD 88
 CS1307.geopotential number by the normal gravity value computed on the
 CS1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1307.degrees latitude (g = 980.6199 gals.).
 CS1307
 CS1307.The modeled gravity was interpolated from observed gravity values.
 CS1307
 CS1307;                    North         East    Units  Estimated Accuracy
 CS1307;SPC TXNC     - 2,143,830.      750,070.      MT  (+/- 180 meters Scaled)
 CS1307
 CS1307                          SUPERSEDED SURVEY CONTROL
 CS1307
 CS1307  NGVD 29 (??/??/92)  158.68   (m)          520.6    (f) COMPUTED    2 0
 CS1307
 CS1307.Superseded values are not recommended for survey control.
 CS1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1307.See file dsdata.txt to determine how the superseded data were derived.
 CS1307
 CS1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB967480(NAD 83)
 CS1307_MARKER: DD = SURVEY DISK
 CS1307_SETTING: 0 = UNSPECIFIED SETTING
 CS1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1307
 CS1307  HISTORY     - Date     Condition        Report By
 CS1307  HISTORY     - UNK      MONUMENTED       TXGS
 CS1307  HISTORY     - 1959     MARK NOT FOUND   NGS
 CS1307
 CS1307                          STATION DESCRIPTION
 CS1307
 CS1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1307'1.5 MI E FROM CARROLLTON.
 CS1307'DESCRIPTION NOT AVAILABLE. NOTE-- THE SITE OF THIS MARK IS NOW ALONG A
 CS1307'PAVED HIGHWAY.  THE RIGHT-OF-WAY LINE IS WITHIN CULTIVATED AREAS ON
 CS1307'BOTH SIDES OF THE HIGHWAY AND NO EVIDENCE OF THE MARK COULD BE FOUND.
 CS1307'THE MARK SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1790 ***********************************************************************
 CS1790  DESIGNATION -  V 932
 CS1790  PID         -  CS1790
 CS1790  STATE/COUNTY-  TX/TARRANT
 CS1790  USGS QUAD   -  FORT WORTH (1981)
 CS1790
 CS1790                         *CURRENT SURVEY CONTROL
 CS1790  ___________________________________________________________________
 CS1790* NAD 83(1986)-  32 42 21.     (N)    097 19 43.     (W)     SCALED    
 CS1790* NAVD 88     -       206.804  (meters)     678.49   (feet)  ADJUSTED  
 CS1790  ___________________________________________________________________
 CS1790  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS1790  DYNAMIC HT  -         206.561 (meters)     677.69  (feet)  COMP
 CS1790  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 CS1790
 CS1790  VERT ORDER  -  FIRST     CLASS II
 CS1790
 CS1790.The horizontal coordinates were scaled from a topographic map and have
 CS1790.an estimated accuracy of +/- 6 seconds.
 CS1790
 CS1790.The orthometric height was determined by differential leveling
 CS1790.and adjusted by the National Geodetic Survey in June 1991..
 CS1790.WARNING-Repeat measurements at this control monument indicate possible
 CS1790.vertical movement.
 CS1790
 CS1790.The geoid height was determined by GEOID03.
 CS1790
 CS1790.The dynamic height is computed by dividing the NAVD 88
 CS1790.geopotential number by the normal gravity value computed on the
 CS1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1790.degrees latitude (g = 980.6199 gals.).
 CS1790
 CS1790.The modeled gravity was interpolated from observed gravity values.
 CS1790
 CS1790;                    North         East    Units  Estimated Accuracy
 CS1790;SPC TXNC     - 2,115,850.      709,820.      MT  (+/- 180 meters Scaled)
 CS1790
 CS1790                          SUPERSEDED SURVEY CONTROL
 CS1790
 CS1790  NGVD 29 (??/??/92)  206.787  (m)          678.43   (f) ADJ UNCH    1 2
 CS1790
 CS1790.Superseded values are not recommended for survey control.
 CS1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1790.See file dsdata.txt to determine how the superseded data were derived.
 CS1790
 CS1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB566199(NAD 83)
 CS1790_MARKER: DD = SURVEY DISK
 CS1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1790_STAMPING: V 932 1946
 CS1790_MARK LOGO: CGS   
 CS1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1790+STABILITY: SURFACE MOTION
 CS1790
 CS1790  HISTORY     - Date     Condition        Report By
 CS1790  HISTORY     - 1946     MONUMENTED       CGS
 CS1790  HISTORY     - 1947     GOOD             NGS
 CS1790  HISTORY     - 1966     GOOD             NGS
 CS1790  HISTORY     - 1983     GOOD             NGS
 CS1790  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1790  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CS1790  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1790  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1790  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1790
 CS1790                          STATION DESCRIPTION
 CS1790
 CS1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1790'IN FORT WORTH.
 CS1790'ABOUT 3.5 MILES SOUTH OF THE COUNTY COURTHOUSE AT FORT WORTH, AT THE
 CS1790'CROSSING OF BERRY STREET AND THE MISSOURI, KANSAS AND TEXAS RAILROAD,
 CS1790'75 FEET NORTH OF THE CENTER LINE OF BERRY STREET, 52 FEET WEST OF THE
 CS1790'CENTER LINE OF THE RAILROAD.  A BRONZE DISK SET IN THE TOP OF A
 CS1790'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 CS1790
 CS1790                          STATION RECOVERY (1966)
 CS1790
 CS1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1790'RECOVERED IN GOOD CONDITION.
 CS1790
 CS1790                          STATION RECOVERY (1983)
 CS1790
 CS1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1790'RECOVERED IN GOOD CONDITION WITH THE ADDITION OF 0.3 METER (1.0 FT)
 CS1790'SOUTH OF A WITNESS POST.
 CS1790
 CS1790                          STATION RECOVERY (1984)
 CS1790
 CS1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1790'MARK NOT FOUND.
 CS1790
 CS1790                          STATION RECOVERY (1986)
 CS1790
 CS1790'RECOVERY NOTE BY US POWER SQUADRON 1986 (WBM)
 CS1790'MARK NOT FOUND.
 CS1790
 CS1790                          STATION RECOVERY (1989)
 CS1790
 CS1790'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWM)
 CS1790'MARK NOT FOUND.
 CS1790
 CS1790                          STATION RECOVERY (1991)
 CS1790
 CS1790'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1790'MARK NOT FOUND.
 CS1790
 CS1790                          STATION RECOVERY (2001)
 CS1790
 CS1790'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0134 ***********************************************************************
 BZ0134  DESIGNATION -  V 933
 BZ0134  PID         -  BZ0134
 BZ0134  STATE/COUNTY-  TX/FREESTONE
 BZ0134  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0134
 BZ0134                         *CURRENT SURVEY CONTROL
 BZ0134  ___________________________________________________________________
 BZ0134* NAD 83(1986)-  31 37 37.     (N)    096 19 07.     (W)     SCALED    
 BZ0134* NAVD 88     -       144.25   (+/-2cm)     473.3    (feet)  VERTCON   
 BZ0134  ___________________________________________________________________
 BZ0134  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0134
 BZ0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0134
 BZ0134.The horizontal coordinates were scaled from a topographic map and have
 BZ0134.an estimated accuracy of +/- 6 seconds.
 BZ0134
 BZ0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0134.The vertical order pertains to the NGVD 29 superseded value.
 BZ0134
 BZ0134.The geoid height was determined by GEOID03.
 BZ0134
 BZ0134;                    North         East    Units  Estimated Accuracy
 BZ0134;SPC TX C     - 3,224,180.    1,080,790.      MT  (+/- 180 meters Scaled)
 BZ0134
 BZ0134                          SUPERSEDED SURVEY CONTROL
 BZ0134
 BZ0134  NGVD 29 (??/??/92)  144.240  (m)          473.23   (f) ADJ UNCH    2 0
 BZ0134
 BZ0134.Superseded values are not recommended for survey control.
 BZ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0134.See file dsdata.txt to determine how the superseded data were derived.
 BZ0134
 BZ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA543022(NAD 83)
 BZ0134_MARKER: DB = BENCH MARK DISK
 BZ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0134_STAMPING: V 933 1948
 BZ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0134+STABILITY: SURFACE MOTION
 BZ0134
 BZ0134  HISTORY     - Date     Condition        Report By
 BZ0134  HISTORY     - 1948     MONUMENTED       CGS
 BZ0134
 BZ0134                          STATION DESCRIPTION
 BZ0134
 BZ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0134'1.9 MI W FROM TEAGUE.
 BZ0134'1.9 MILES WEST ALONG A GRADED DIRT ROAD FROM THE BURLINGTON-ROCK
 BZ0134'ISLAND RAILROAD STATION AT TEAGUE, 159.6 FEET NORTH OF THE NORTHWEST
 BZ0134'CORNER OF A HOUSE, 159.7 FEET NORTHWEST OF AN OPEN TOP WELL, 35.8 FEET
 BZ0134'NORTH AND LEVEL WITH THE CENTER OF THE ROAD, 8.0 FEET WEST OF A
 BZ0134'10-INCH OAK TREE, 1.6 FEET EAST OF A WITNESS POST, 1.2 FEET SOUTH OF A
 BZ0134'BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0134'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0005 ***********************************************************************
 BZ0005  DESIGNATION -  V 934
 BZ0005  PID         -  BZ0005
 BZ0005  STATE/COUNTY-  TX/LIMESTONE
 BZ0005  USGS QUAD   -  MEXIA (1982)
 BZ0005
 BZ0005                         *CURRENT SURVEY CONTROL
 BZ0005  ___________________________________________________________________
 BZ0005* NAD 83(1986)-  31 39 56.     (N)    096 28 50.     (W)     SCALED    
 BZ0005* NAVD 88     -       149.795  (meters)     491.45   (feet)  ADJUSTED  
 BZ0005  ___________________________________________________________________
 BZ0005  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0005  DYNAMIC HT  -         149.616 (meters)     490.87  (feet)  COMP
 BZ0005  MODELED GRAV-     979,440.1   (mgal)                       NAVD 88
 BZ0005
 BZ0005  VERT ORDER  -  FIRST     CLASS II
 BZ0005
 BZ0005.The horizontal coordinates were scaled from a topographic map and have
 BZ0005.an estimated accuracy of +/- 6 seconds.
 BZ0005
 BZ0005.The orthometric height was determined by differential leveling
 BZ0005.and adjusted by the National Geodetic Survey in June 1991..
 BZ0005.WARNING-Repeat measurements at this control monument indicate possible
 BZ0005.vertical movement.
 BZ0005
 BZ0005.The geoid height was determined by GEOID03.
 BZ0005
 BZ0005.The dynamic height is computed by dividing the NAVD 88
 BZ0005.geopotential number by the normal gravity value computed on the
 BZ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0005.degrees latitude (g = 980.6199 gals.).
 BZ0005
 BZ0005.The modeled gravity was interpolated from observed gravity values.
 BZ0005
 BZ0005;                    North         East    Units  Estimated Accuracy
 BZ0005;SPC TX C     - 3,227,920.    1,065,290.      MT  (+/- 180 meters Scaled)
 BZ0005
 BZ0005                          SUPERSEDED SURVEY CONTROL
 BZ0005
 BZ0005  NGVD 29 (??/??/92)  149.691  (m)          491.11   (f) ADJ UNCH    1 2
 BZ0005
 BZ0005.Superseded values are not recommended for survey control.
 BZ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0005.See file dsdata.txt to determine how the superseded data were derived.
 BZ0005
 BZ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA388061(NAD 83)
 BZ0005_MARKER: DB = BENCH MARK DISK
 BZ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0005_STAMPING: V 934 1948
 BZ0005_PROJECTION: PROJECTING 4 CENTIMETERS
 BZ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0005+STABILITY: SURFACE MOTION
 BZ0005
 BZ0005  HISTORY     - Date     Condition        Report By
 BZ0005  HISTORY     - 1948     MONUMENTED       CGS
 BZ0005  HISTORY     - 1980     GOOD             NGS
 BZ0005
 BZ0005                          STATION DESCRIPTION
 BZ0005
 BZ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0005'IN MEXIA.
 BZ0005'0.8 MILE SOUTH ALONG MCKINNEY STREET FROM THE POST OFFICE AT MEXIA,
 BZ0005'THENCE 0.15 MILE EAST ALONG TRAVIS STREET, AT THE CORNER OF TRAVIS
 BZ0005'STREET AND SHILOH ROAD, 69.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BZ0005'A HOUSE, 26.7 FEET EAST OF THE CENTER OF SHILOH ROAD, 3.7 FEET
 BZ0005'NORTHEAST OF A TELEPHONE CABLE POLE, 1.4 FEET NORTH OF A WITNESS POST,
 BZ0005'1.0 FOOT WEST OF A BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE
 BZ0005'POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0005
 BZ0005                          STATION RECOVERY (1980)
 BZ0005
 BZ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0005'2.0 KM. (1.25 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0005'U.S. HIGHWAY 84 IN MEXIA, AT THE INTERSECTION OF EAST TRAVIS STREET
 BZ0005'AND SHILOH ROAD, ON THE OUTSIDE OF A CURVE, 8.1 M. (26.5 FT.) EAST OF
 BZ0005'THE CENTERLINE OF THE ROAD, 1.1 M. (3.7 FT.) NORTHEAST OF A TELEPHONE
 BZ0005'POLE, 0.3 M. (1.0 FT.) WEST OF A FENCE.
 BZ0005'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 BZ0005'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0102 ***********************************************************************
 BZ0102  DESIGNATION -  V 935
 BZ0102  PID         -  BZ0102
 BZ0102  STATE/COUNTY-  TX/FREESTONE
 BZ0102  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0102
 BZ0102                         *CURRENT SURVEY CONTROL
 BZ0102  ___________________________________________________________________
 BZ0102* NAD 83(1986)-  31 39 40.     (N)    096 18 15.     (W)     SCALED    
 BZ0102* NAVD 88     -       153.506  (meters)     503.63   (feet)  ADJUSTED  
 BZ0102  ___________________________________________________________________
 BZ0102  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ0102  DYNAMIC HT  -         153.322 (meters)     503.02  (feet)  COMP
 BZ0102  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 BZ0102
 BZ0102  VERT ORDER  -  SECOND    CLASS 0
 BZ0102
 BZ0102.The horizontal coordinates were scaled from a topographic map and have
 BZ0102.an estimated accuracy of +/- 6 seconds.
 BZ0102
 BZ0102.The orthometric height was determined by differential leveling
 BZ0102.and adjusted by the National Geodetic Survey in June 1991..
 BZ0102
 BZ0102.The geoid height was determined by GEOID03.
 BZ0102
 BZ0102.The dynamic height is computed by dividing the NAVD 88
 BZ0102.geopotential number by the normal gravity value computed on the
 BZ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0102.degrees latitude (g = 980.6199 gals.).
 BZ0102
 BZ0102.The modeled gravity was interpolated from observed gravity values.
 BZ0102
 BZ0102;                    North         East    Units  Estimated Accuracy
 BZ0102;SPC TX C     - 3,228,020.    1,082,020.      MT  (+/- 180 meters Scaled)
 BZ0102
 BZ0102                          SUPERSEDED SURVEY CONTROL
 BZ0102
 BZ0102  NGVD 29 (??/??/92)  153.493  (m)          503.58   (f) ADJ UNCH    2 0
 BZ0102
 BZ0102.Superseded values are not recommended for survey control.
 BZ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0102.See file dsdata.txt to determine how the superseded data were derived.
 BZ0102
 BZ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA556060(NAD 83)
 BZ0102_MARKER: DB = BENCH MARK DISK
 BZ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0102_STAMPING: V 935 1948
 BZ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0102+STABILITY: SURFACE MOTION
 BZ0102
 BZ0102  HISTORY     - Date     Condition        Report By
 BZ0102  HISTORY     - 1948     MONUMENTED       CGS
 BZ0102
 BZ0102                          STATION DESCRIPTION
 BZ0102
 BZ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0102'2.65 MI NW FROM TEAGUE.
 BZ0102'1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT
 BZ0102'TEAGUE, THENCE 1.0 MILE NORTHWEST ALONG A GRADED DIRT ROAD, 340.0 FEET
 BZ0102'NORTHEAST OF THE NORTHEAST RAIL OF THE BURLINGTON - ROCK ISLAND
 BZ0102'RAILROAD, 275.0 FEET SOUTHEAST OF A FARMHOUSE, 30.6 FEET NORTHEAST OF
 BZ0102'AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 5.7 FEET
 BZ0102'NORTHWEST OF A FENCE CORNER, 1.8 FEET SOUTHWEST OF A WOVEN WIRE FENCE,
 BZ0102'1.7 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BZ0102'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2128 ***********************************************************************
 BY2128  DESIGNATION -  V 936 RESET 1958
 BY2128  PID         -  BY2128
 BY2128  STATE/COUNTY-  TX/FREESTONE
 BY2128  USGS QUAD   -  BUTLER (1964)
 BY2128
 BY2128                         *CURRENT SURVEY CONTROL
 BY2128  ___________________________________________________________________
 BY2128* NAD 83(1986)-  31 39 40.     (N)    095 54 26.     (W)     SCALED    
 BY2128* NAVD 88     -        88.31   (+/-2cm)     289.7    (feet)  VERTCON   
 BY2128  ___________________________________________________________________
 BY2128  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BY2128
 BY2128  VERT ORDER  -  THIRD (See Below)
 BY2128
 BY2128.The horizontal coordinates were scaled from a topographic map and have
 BY2128.an estimated accuracy of +/- 6 seconds.
 BY2128
 BY2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2128.The vertical order pertains to the NGVD 29 superseded value.
 BY2128
 BY2128.The geoid height was determined by GEOID03.
 BY2128
 BY2128;                    North         East    Units  Estimated Accuracy
 BY2128;SPC TX C     - 3,229,450.    1,119,640.      MT  (+/- 180 meters Scaled)
 BY2128
 BY2128                          SUPERSEDED SURVEY CONTROL
 BY2128
 BY2128  NGVD 29 (??/??/??)   88.29   (m)          289.7    (f) RESET       3  
 BY2128
 BY2128.Superseded values are not recommended for survey control.
 BY2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2128.See file dsdata.txt to determine how the superseded data were derived.
 BY2128
 BY2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR243065(NAD 83)
 BY2128_MARKER: DB = BENCH MARK DISK
 BY2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2128_STAMPING: V 936 RESET 1958
 BY2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2128+STABILITY: SURFACE MOTION
 BY2128
 BY2128  HISTORY     - Date     Condition        Report By
 BY2128  HISTORY     - 1958     MONUMENTED       CGS
 BY2128
 BY2128                          STATION DESCRIPTION
 BY2128
 BY2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2128'15.2 MI SE FROM FAIRFIELD.
 BY2128'ABOUT 15.2 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 84 FROM THE COURT
 BY2128'HOUSE IN FAIRFIELD, 0.6 MILE EAST OF THE BUTLER STORE AND 7.0 MILES
 BY2128'WEST OF THE JUNCTION OF HIGHWAYS NOS. 79 AND 84.  IT IS 117 FEET NORTH
 BY2128'OF THE CENTERLINE OF THE HIGHWAY AND HIGHWAY SURVEY STA. 1923 + 10, 85
 BY2128'FEET SOUTH OF A LARGE OLD FARM HOUSE, 1 FOOT EAST OF THE WEST FENCE OF
 BY2128'THE FARM YARD AND ABOUT 75 YARDS WEST OF A 2 CHANNEL CULVERT AND A
 BY2128'CREEK.  THE MARK IS ABOUT 4 FEET LOWER THAN THE HIGHWAY, IN THE CREEK
 BY2128'BOTTOM.  A STANDARD DISK STAMPED V 936 RESET 1958 IN A CONCRETE POST
 BY2128'PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0607 ***********************************************************************
 BZ0607  DESIGNATION -  V 938
 BZ0607  PID         -  BZ0607
 BZ0607  STATE/COUNTY-  TX/LIMESTONE
 BZ0607  USGS QUAD   -  TEHUACANA (1978)
 BZ0607
 BZ0607                         *CURRENT SURVEY CONTROL
 BZ0607  ___________________________________________________________________
 BZ0607* NAD 83(1986)-  31 42 55.     (N)    096 33 48.     (W)     SCALED    
 BZ0607* NAVD 88     -       168.935  (meters)     554.25   (feet)  ADJUSTED  
 BZ0607  ___________________________________________________________________
 BZ0607  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 BZ0607  DYNAMIC HT  -         168.733 (meters)     553.58  (feet)  COMP
 BZ0607  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 BZ0607
 BZ0607  VERT ORDER  -  FIRST     CLASS II
 BZ0607
 BZ0607.The horizontal coordinates were scaled from a topographic map and have
 BZ0607.an estimated accuracy of +/- 6 seconds.
 BZ0607
 BZ0607.The orthometric height was determined by differential leveling
 BZ0607.and adjusted by the National Geodetic Survey in June 1991..
 BZ0607
 BZ0607.The geoid height was determined by GEOID03.
 BZ0607
 BZ0607.The dynamic height is computed by dividing the NAVD 88
 BZ0607.geopotential number by the normal gravity value computed on the
 BZ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0607.degrees latitude (g = 980.6199 gals.).
 BZ0607
 BZ0607.The modeled gravity was interpolated from observed gravity values.
 BZ0607
 BZ0607;                    North         East    Units  Estimated Accuracy
 BZ0607;SPC TX C     - 3,233,160.    1,057,250.      MT  (+/- 180 meters Scaled)
 BZ0607
 BZ0607                          SUPERSEDED SURVEY CONTROL
 BZ0607
 BZ0607  NGVD 29 (??/??/92)  168.912  (m)          554.17   (f) ADJ UNCH    1 2
 BZ0607
 BZ0607.Superseded values are not recommended for survey control.
 BZ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0607.See file dsdata.txt to determine how the superseded data were derived.
 BZ0607
 BZ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA308114(NAD 83)
 BZ0607_MARKER: DB = BENCH MARK DISK
 BZ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0607_STAMPING: V 938 1948
 BZ0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0607+STABILITY: SURFACE MOTION
 BZ0607
 BZ0607  HISTORY     - Date     Condition        Report By
 BZ0607  HISTORY     - 1948     MONUMENTED       CGS
 BZ0607  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0607
 BZ0607                          STATION DESCRIPTION
 BZ0607
 BZ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0607'5.77 MI NW FROM MEXIA.
 BZ0607'5.77 MILES NORTHWEST ALONG THE ABANDONED BURLINGTON-ROCK ISLAND
 BZ0607'RAILROAD FROM THE STATION AT MEXIA, IN THE NORTHWEST QUARTER OF AN
 BZ0607'ABANDONED ROAD CROSSING, 72.0 FEET NORTH OF THE CENTER LINE OF THE OLD
 BZ0607'RAILROAD BED, 12.0 FEET WEST OF THE CENTER LINE OF THE OLD ROAD, 17.0
 BZ0607'FEET NORTH OF A 3-WAY CORNER FENCE POST, 1.5 FEET EAST OF A FENCE, 2.5
 BZ0607'FEET SOUTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 BZ0607'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BZ0607
 BZ0607                          STATION RECOVERY (2002)
 BZ0607
 BZ0607'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0672 ***********************************************************************
 BZ0672  DESIGNATION -  V 939
 BZ0672  PID         -  BZ0672
 BZ0672  STATE/COUNTY-  TX/NAVARRO
 BZ0672  USGS QUAD   -  UNION HIGH (1965)
 BZ0672
 BZ0672                         *CURRENT SURVEY CONTROL
 BZ0672  ___________________________________________________________________
 BZ0672* NAD 83(1986)-  31 49 16.     (N)    096 32 50.     (W)     SCALED    
 BZ0672* NAVD 88     -       126.109  (meters)     413.74   (feet)  ADJUSTED  
 BZ0672  ___________________________________________________________________
 BZ0672  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ0672  DYNAMIC HT  -         125.960 (meters)     413.25  (feet)  COMP
 BZ0672  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 BZ0672
 BZ0672  VERT ORDER  -  SECOND    CLASS 0
 BZ0672
 BZ0672.The horizontal coordinates were scaled from a topographic map and have
 BZ0672.an estimated accuracy of +/- 6 seconds.
 BZ0672
 BZ0672.The orthometric height was determined by differential leveling
 BZ0672.and adjusted by the National Geodetic Survey in June 1991..
 BZ0672
 BZ0672.The geoid height was determined by GEOID03.
 BZ0672
 BZ0672.The dynamic height is computed by dividing the NAVD 88
 BZ0672.geopotential number by the normal gravity value computed on the
 BZ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0672.degrees latitude (g = 980.6199 gals.).
 BZ0672
 BZ0672.The modeled gravity was interpolated from observed gravity values.
 BZ0672
 BZ0672;                    North         East    Units  Estimated Accuracy
 BZ0672;SPC TXNC     - 2,018,850.      784,890.      MT  (+/- 180 meters Scaled)
 BZ0672
 BZ0672                          SUPERSEDED SURVEY CONTROL
 BZ0672
 BZ0672  NGVD 29 (??/??/92)  126.091  (m)          413.68   (f) ADJ UNCH    2 0
 BZ0672
 BZ0672.Superseded values are not recommended for survey control.
 BZ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0672.See file dsdata.txt to determine how the superseded data were derived.
 BZ0672
 BZ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA321232(NAD 83)
 BZ0672_MARKER: DB = BENCH MARK DISK
 BZ0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0672_STAMPING: V 939 1948
 BZ0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0672+STABILITY: SURFACE MOTION
 BZ0672
 BZ0672  HISTORY     - Date     Condition        Report By
 BZ0672  HISTORY     - 1948     MONUMENTED       CGS
 BZ0672  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0672
 BZ0672                          STATION DESCRIPTION
 BZ0672
 BZ0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0672'6.65 MI NW FROM WORTHAM.
 BZ0672'1.6 MILES WEST ALONG A GRAVELED ROAD FROM THE ASSEMBLY OF GOD CHURCH
 BZ0672'AT THE WEST EDGE OF WORTHAM, THENCE 0.8 MILE NORTH ALONG A GRADED DIRT
 BZ0672'ROAD, THENCE 1.8 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 BZ0672'MILE SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.1 MILES NORTHWEST
 BZ0672'ALONG A GRADED DIRT ROAD, THENCE 0.65 MILE SOUTHWEST ALONG A GRADED
 BZ0672'DIRT ROAD, 48.1 FEET SOUTH OF THE SOUTH CORNER OF A SMALL FARMHOUSE
 BZ0672'(THE MOST WESTERLY ONE OF TWO SMALL FARMHOUSES), 21.5 FEET NORTHWEST
 BZ0672'OF THE CENTER LINE OF THE ROAD, 18.5 FEET SOUTHWEST OF A T FENCE
 BZ0672'CORNER WHICH IS AT THE SOUTH CORNER OF A YARD SURROUNDING A FARMYARD,
 BZ0672'1.7 FEET NORTHEAST OF A WITNESS POST, 0.8 FOOT SOUTHEAST OF A FENCE,
 BZ0672'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BZ0672'GROUND.
 BZ0672
 BZ0672                          STATION RECOVERY (2002)
 BZ0672
 BZ0672'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ0672'EVIDENCE OF THE FARM YARDS AND POSITION OF THE WESTERN-MOST HOUSE (NO
 BZ0672'LONGER THERE) IS NOT SUFFICIENT TO EASILY LOCATE MARK AFTER ALL THESE
 BZ0672'YEARS. DIRT HAS BEEN GRADED TO THE FENCE LINE FROM THE NARROW ROAD AND
 BZ0672'MARK MAY POSSIBLY BE COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0717 ***********************************************************************
 CR0717  DESIGNATION -  V 940
 CR0717  PID         -  CR0717
 CR0717  STATE/COUNTY-  TX/VAN ZANDT
 CR0717  USGS QUAD   -  BEN WHEELER (1984)
 CR0717
 CR0717                         *CURRENT SURVEY CONTROL
 CR0717  ___________________________________________________________________
 CR0717* NAD 83(1986)-  32 24 26.     (N)    095 40 27.     (W)     SCALED    
 CR0717* NAVD 88     -       163.728  (meters)     537.16   (feet)  ADJUSTED  
 CR0717  ___________________________________________________________________
 CR0717  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0717  DYNAMIC HT  -         163.537 (meters)     536.54  (feet)  COMP
 CR0717  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 CR0717
 CR0717  VERT ORDER  -  SECOND    CLASS 0
 CR0717
 CR0717.The horizontal coordinates were scaled from a topographic map and have
 CR0717.an estimated accuracy of +/- 6 seconds.
 CR0717
 CR0717.The orthometric height was determined by differential leveling
 CR0717.and adjusted by the National Geodetic Survey in June 1991..
 CR0717
 CR0717.The geoid height was determined by GEOID03.
 CR0717
 CR0717.The dynamic height is computed by dividing the NAVD 88
 CR0717.geopotential number by the normal gravity value computed on the
 CR0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0717.degrees latitude (g = 980.6199 gals.).
 CR0717
 CR0717.The modeled gravity was interpolated from observed gravity values.
 CR0717
 CR0717;                    North         East    Units  Estimated Accuracy
 CR0717;SPC TXNC     - 2,085,700.      865,790.      MT  (+/- 180 meters Scaled)
 CR0717
 CR0717                          SUPERSEDED SURVEY CONTROL
 CR0717
 CR0717  NGVD 29 (??/??/92)  163.741  (m)          537.21   (f) ADJ UNCH    2 0
 CR0717
 CR0717.Superseded values are not recommended for survey control.
 CR0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0717.See file dsdata.txt to determine how the superseded data were derived.
 CR0717
 CR0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR484887(NAD 83)
 CR0717_MARKER: DB = BENCH MARK DISK
 CR0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0717_STAMPING: V 940 1948
 CR0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0717+STABILITY: SURFACE MOTION
 CR0717
 CR0717  HISTORY     - Date     Condition        Report By
 CR0717  HISTORY     - 1948     MONUMENTED       CGS
 CR0717  HISTORY     - 19950905 GOOD             USPSQD
 CR0717  HISTORY     - 20040605 GOOD             USPSQD
 CR0717
 CR0717                          STATION DESCRIPTION
 CR0717
 CR0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0717'3.55 MI SE FROM BEN WHEELER.
 CR0717'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0717'WHEELER, THENCE 1.05 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.1 MILE
 CR0717'NORTH OF A ROAD JUNCTION WITH A ROAD LEADING WEST, 86.1 FEET NORTH OF
 CR0717'A POWER POLE AND IN LINE WITH THE ROW OF POLES, 28.0 FEET EAST OF THE
 CR0717'CENTER LINE OF THE ROAD, 15.0 FEET NORTH OF THE CENTER LINE OF A FIELD
 CR0717'ROAD LEADING EAST, 8.3 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A
 CR0717'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CR0717'ABOVE THE GROUND.
 CR0717
 CR0717                          STATION RECOVERY (1995)
 CR0717
 CR0717'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0717'RECOVERED IN GOOD CONDITION.
 CR0717
 CR0717                          STATION RECOVERY (2004)
 CR0717
 CR0717'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1871 ***********************************************************************
 CS1871  DESIGNATION -  V 941
 CS1871  PID         -  CS1871
 CS1871  STATE/COUNTY-  TX/TARRANT
 CS1871  USGS QUAD   -  KELLER (1981)
 CS1871
 CS1871                         *CURRENT SURVEY CONTROL
 CS1871  ___________________________________________________________________
 CS1871* NAD 83(1986)-  32 58 23.     (N)    097 19 13.     (W)     SCALED    
 CS1871* NAVD 88     -       203.428  (meters)     667.41   (feet)  ADJUSTED  
 CS1871  ___________________________________________________________________
 CS1871  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CS1871  DYNAMIC HT  -         203.189 (meters)     666.63  (feet)  COMP
 CS1871  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 CS1871
 CS1871  VERT ORDER  -  SECOND    CLASS 0
 CS1871
 CS1871.The horizontal coordinates were scaled from a topographic map and have
 CS1871.an estimated accuracy of +/- 6 seconds.
 CS1871
 CS1871.The orthometric height was determined by differential leveling
 CS1871.and adjusted by the National Geodetic Survey in June 1991..
 CS1871
 CS1871.The geoid height was determined by GEOID03.
 CS1871
 CS1871.The dynamic height is computed by dividing the NAVD 88
 CS1871.geopotential number by the normal gravity value computed on the
 CS1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1871.degrees latitude (g = 980.6199 gals.).
 CS1871
 CS1871.The modeled gravity was interpolated from observed gravity values.
 CS1871
 CS1871;                    North         East    Units  Estimated Accuracy
 CS1871;SPC TXNC     - 2,145,480.      710,270.      MT  (+/- 180 meters Scaled)
 CS1871
 CS1871                          SUPERSEDED SURVEY CONTROL
 CS1871
 CS1871  NGVD 29 (??/??/92)  203.420  (m)          667.39   (f) ADJ UNCH    2 0
 CS1871
 CS1871.Superseded values are not recommended for survey control.
 CS1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1871.See file dsdata.txt to determine how the superseded data were derived.
 CS1871
 CS1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB569495(NAD 83)
 CS1871_MARKER: DB = BENCH MARK DISK
 CS1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1871_STAMPING: V 941 1946
 CS1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1871+STABILITY: SURFACE MOTION
 CS1871
 CS1871  HISTORY     - Date     Condition        Report By
 CS1871  HISTORY     - 1946     MONUMENTED       CGS
 CS1871  HISTORY     - 1959     GOOD             NGS
 CS1871  HISTORY     - 1990     GOOD             USPSQD
 CS1871  HISTORY     - 20020808 MARK NOT FOUND   GEOCAC
 CS1871
 CS1871                          STATION DESCRIPTION
 CS1871
 CS1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1871'1.6 MI E FROM HASLET.
 CS1871'1.6 MILES EAST ALONG AN ASPHALT ROAD FROM THE GULF, COLORADO AND SANTA
 CS1871'FE RAILWAY STATION AT HASLET, TARRANT COUNTY, AT THE INTERSECTION OF A
 CS1871'NORTH-AND-SOUTH DIRT ROAD, 42.5 FEET NORTHEAST OF THE CENTERLINE OF
 CS1871'THE ASPHALT ROAD, 27.5 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD,
 CS1871'25 FEET SOUTHEAST OF THE SOUTHEAST END OF A WIRE GATE, 1 FOOT
 CS1871'SOUTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 CS1871'AND 1.5 FEET LOWER THAN THE ASPHALT ROAD.  A STANDARD DISK, STAMPED V
 CS1871'941 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CS1871'ABOVE GROUND.
 CS1871
 CS1871                          STATION RECOVERY (1990)
 CS1871
 CS1871'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJD)
 CS1871'RECOVERED IN GOOD CONDITION.
 CS1871
 CS1871                          STATION RECOVERY (2002)
 CS1871
 CS1871'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1965 ***********************************************************************
 CS1965  DESIGNATION -  V 942
 CS1965  PID         -  CS1965
 CS1965  STATE/COUNTY-  TX/TARRANT
 CS1965  USGS QUAD   -  GRAPEVINE (1981)
 CS1965
 CS1965                         *CURRENT SURVEY CONTROL
 CS1965  ___________________________________________________________________
 CS1965* NAD 83(1986)-  32 55 59.     (N)    097 04 21.     (W)     SCALED    
 CS1965* NAVD 88     -       189.702  (meters)     622.38   (feet)  ADJUSTED  
 CS1965  ___________________________________________________________________
 CS1965  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CS1965  DYNAMIC HT  -         189.483 (meters)     621.66  (feet)  COMP
 CS1965  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 CS1965
 CS1965  VERT ORDER  -  SECOND    CLASS 0
 CS1965
 CS1965.The horizontal coordinates were scaled from a topographic map and have
 CS1965.an estimated accuracy of +/- 6 seconds.
 CS1965
 CS1965.The orthometric height was determined by differential leveling
 CS1965.and adjusted by the National Geodetic Survey in June 1991..
 CS1965
 CS1965.The geoid height was determined by GEOID03.
 CS1965
 CS1965.The dynamic height is computed by dividing the NAVD 88
 CS1965.geopotential number by the normal gravity value computed on the
 CS1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1965.degrees latitude (g = 980.6199 gals.).
 CS1965
 CS1965.The modeled gravity was interpolated from observed gravity values.
 CS1965
 CS1965;                    North         East    Units  Estimated Accuracy
 CS1965;SPC TXNC     - 2,141,340.      733,480.      MT  (+/- 180 meters Scaled)
 CS1965
 CS1965                          SUPERSEDED SURVEY CONTROL
 CS1965
 CS1965  NGVD 29 (??/??/92)  189.684  (m)          622.32   (f) ADJ UNCH    2 0
 CS1965
 CS1965.Superseded values are not recommended for survey control.
 CS1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1965.See file dsdata.txt to determine how the superseded data were derived.
 CS1965
 CS1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB802455(NAD 83)
 CS1965_MARKER: DB = BENCH MARK DISK
 CS1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1965_STAMPING: STA NO 942 622.38 FT.
 CS1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1965+STABILITY: SURFACE MOTION
 CS1965
 CS1965  HISTORY     - Date     Condition        Report By
 CS1965  HISTORY     - UNK      MONUMENTED       TXGS
 CS1965  HISTORY     - 1963     GOOD             NGS
 CS1965
 CS1965                          STATION DESCRIPTION
 CS1965
 CS1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1965'IN GRAPEVINE.
 CS1965'THIS MARK IS IN THE SOUTHEAST PART OF GRAPEVINE, IN THE NORTHWEST
 CS1965'POINT OF THE INTERSECTION HIGHWAYS NO. 10 AND 114 WHICH IS ALSO THE
 CS1965'JUNCTION OF DOOLEY STREET AND EAST DALLAS ROAD.  IT IS ABOUT 50 FEET
 CS1965'NORTH OF THE STREET SIGN AND ACROSS DOOLEY STREET NORTHWEST FROM A
 CS1965'SMALL BRICK HOUSE.  IT IS 2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE
 CS1965'AND 1 FOOT NORTH OF A 4 X 4 POST.  A STANDARD DISK STAMPED V 942 1946
 CS1965'IN A CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.  NOTE-- TO REACH
 CS1965'FROM THE FIRST NATIONAL BANK IN GRAPEVINE, GO EAST ON WORTH STREET 0.1
 CS1965'MILE TO E. WORTH STREET AND DOOLEY STREET, THENCE SOUTH ON DOOLEY
 CS1965'STREET 0.4 MILE TO BENCH MARK, 113 FEET NORTH OF THE CENTER LINE OF
 CS1965'DALLAS ROAD, 18 FEET WEST OF THE CENTER OF DOOLEY STREET, 84 FEET
 CS1965'SOUTH OF A POWERLINE POLE WITH TRANSFORMER, 51 FEET NORTH OF THE
 CS1965'STREET SIGN POST, 40 FEET NORTH OF A GAS METER AND 2 FEET EAST OF THE
 CS1965'RIGHT-OF-WAY FENCE.  A STANDARD U.S. COAST AND GEODETIC SURVEY AND
 CS1965'STATE SURVEY DISK SET IN A 6 X 6 IN. CONCRETE POST WHICH IS FLUSH WITH
 CS1965'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1267 ***********************************************************************
 CS1267  DESIGNATION -  V 943
 CS1267  PID         -  CS1267
 CS1267  STATE/COUNTY-  TX/DALLAS
 CS1267  USGS QUAD   -  IRVING (1981)
 CS1267
 CS1267                         *CURRENT SURVEY CONTROL
 CS1267  ___________________________________________________________________
 CS1267* NAD 83(1986)-  32 48 13.     (N)    096 59 41.     (W)     SCALED    
 CS1267* NAVD 88     -       137.476  (meters)     451.04   (feet)  ADJUSTED  
 CS1267  ___________________________________________________________________
 CS1267  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CS1267  DYNAMIC HT  -         137.318 (meters)     450.52  (feet)  COMP
 CS1267  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 CS1267
 CS1267  VERT ORDER  -  SECOND    CLASS 0
 CS1267
 CS1267.The horizontal coordinates were scaled from a topographic map and have
 CS1267.an estimated accuracy of +/- 6 seconds.
 CS1267
 CS1267.The orthometric height was determined by differential leveling
 CS1267.and adjusted by the National Geodetic Survey in June 1991..
 CS1267
 CS1267.The geoid height was determined by GEOID03.
 CS1267
 CS1267.The dynamic height is computed by dividing the NAVD 88
 CS1267.geopotential number by the normal gravity value computed on the
 CS1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1267.degrees latitude (g = 980.6199 gals.).
 CS1267
 CS1267.The modeled gravity was interpolated from observed gravity values.
 CS1267
 CS1267;                    North         East    Units  Estimated Accuracy
 CS1267;SPC TXNC     - 2,127,090.      740,960.      MT  (+/- 180 meters Scaled)
 CS1267
 CS1267                          SUPERSEDED SURVEY CONTROL
 CS1267
 CS1267  NGVD 29 (??/??/??)  137.63   (m)          451.5    (f) RESET       3  
 CS1267
 CS1267.Superseded values are not recommended for survey control.
 CS1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1267.See file dsdata.txt to determine how the superseded data were derived.
 CS1267
 CS1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB877312(NAD 83)
 CS1267_MARKER: DB = BENCH MARK DISK
 CS1267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1267_SP_SET: CULVERT
 CS1267_STAMPING: V 943 1946
 CS1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1267
 CS1267  HISTORY     - Date     Condition        Report By
 CS1267  HISTORY     - 1946     MONUMENTED       CGS
 CS1267  HISTORY     - 1953     GOOD             NGS
 CS1267
 CS1267                          STATION DESCRIPTION
 CS1267
 CS1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1267'4.5 MI N FROM GRAND PRAIRIE.
 CS1267'TO REACH FROM THE TEXAS AND PACIFIC RAILROAD STATION AT GRAND PRAIRIE
 CS1267'GO EAST 0.5 MILE ALONG U.S. HIGHWAY NO. 80 TO 8TH STREET, THENCE NORTH
 CS1267'4.0 MILES ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT
 CS1267'0.1 MILE SOUTH OF AN INTERSECTION, 16.0 FEET WEST OF AND ABOUT LEVEL
 CS1267'WITH THE CENTER LINE OF THE ROAD, ON TOP OF THE SOUTHEAST END OF THE
 CS1267'NORTHWEST WINGWALL OF AN 8 X 30 FT. TWO COMPARTMENT CONCRETE CULVERT.
 CS1267'A BRONZE DISK STAMPED V 943 1946 SET IN A DRILL HOLE IN CONCRETE.
 CS1267
 CS1267                          STATION RECOVERY (1953)
 CS1267
 CS1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CS1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1968 ***********************************************************************
 CS1968  DESIGNATION -  V 944 RESET 1951
 CS1968  PID         -  CS1968
 CS1968  STATE/COUNTY-  TX/TARRANT
 CS1968  USGS QUAD   -  KENNEDALE (1981)
 CS1968
 CS1968                         *CURRENT SURVEY CONTROL
 CS1968  ___________________________________________________________________
 CS1968* NAD 83(1986)-  32 44 22.     (N)    097 12 30.     (W)     SCALED    
 CS1968* NAVD 88     -       191.693  (meters)     628.91   (feet)  ADJUSTED  
 CS1968  ___________________________________________________________________
 CS1968  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CS1968  DYNAMIC HT  -         191.471 (meters)     628.18  (feet)  COMP
 CS1968  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 CS1968
 CS1968  VERT ORDER  -  FIRST     CLASS II
 CS1968
 CS1968.The horizontal coordinates were scaled from a topographic map and have
 CS1968.an estimated accuracy of +/- 6 seconds.
 CS1968
 CS1968.The orthometric height was determined by differential leveling
 CS1968.and adjusted by the National Geodetic Survey in June 1991..
 CS1968
 CS1968.The geoid height was determined by GEOID03.
 CS1968
 CS1968.The dynamic height is computed by dividing the NAVD 88
 CS1968.geopotential number by the normal gravity value computed on the
 CS1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1968.degrees latitude (g = 980.6199 gals.).
 CS1968
 CS1968.The modeled gravity was interpolated from observed gravity values.
 CS1968
 CS1968;                    North         East    Units  Estimated Accuracy
 CS1968;SPC TXNC     - 2,119,700.      721,050.      MT  (+/- 180 meters Scaled)
 CS1968
 CS1968                          SUPERSEDED SURVEY CONTROL
 CS1968
 CS1968  NGVD 29 (??/??/92)  191.690  (m)          628.90   (f) ADJ UNCH    1 2
 CS1968
 CS1968.Superseded values are not recommended for survey control.
 CS1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1968.See file dsdata.txt to determine how the superseded data were derived.
 CS1968
 CS1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB678238(NAD 83)
 CS1968_MARKER: DB = BENCH MARK DISK
 CS1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1968_STAMPING: V 944 RESET 1951 628.903
 CS1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1968+STABILITY: SURFACE MOTION
 CS1968
 CS1968  HISTORY     - Date     Condition        Report By
 CS1968  HISTORY     - 1951     MONUMENTED       CGS
 CS1968  HISTORY     - 1956     GOOD             NGS
 CS1968  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1968
 CS1968                          STATION DESCRIPTION
 CS1968
 CS1968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1968'1 MI NE FROM HANDLEY.
 CS1968'THE MARK IS ABOUT 1 MILE NORTHEAST OF THE CENTER OF HANDLEY, ALONG THE
 CS1968'NORTH RIGHT-OF-WAY LINE OF BEATY STREET, REACHED BY GOING NORTH OF
 CS1968'HANDLEY 0.4 MILE FROM THE TRAFFIC LIGHT ON HIGHWAY NO.80, THEN TURN
 CS1968'RIGHT AND GO EAST ON BEATY STREET ABOUT 0.4 MILE TO THE BEATY
 CS1968'RESIDENCE AND ROOFING COMPANY PLANT ON THE LEFT.  THE MARK IS ABOUT
 CS1968'100 YARDS SOUTHEAST OF THE BEATY RESIDENCE, 21 FEET NORTH OF THE
 CS1968'CENTERLINE OF BEATY STREET, IN A ROW OF CEDAR SHRUBS, 40 FEET WEST OF
 CS1968'THE FENCE LEADING NORTH FROM THE STREET AND 23 FEET WEST OF A SMALL
 CS1968'ROAD LEADING NORTH TO A LOADING PEN FOR STOCK.  A STANDARD DISK
 CS1968'STAMPED V 944 1946 RESET 1951 628.903 IN A CONCRETE POST WHICH
 CS1968'PROJECTS ABOUT 2 INCHES.  NOTE-- THE HANDLEY AIRPORT NO LONGER EXISTS
 CS1968'AND THE AREA IS NOW A HOUSING DEVELOPEMENT.
 CS1968
 CS1968                          STATION RECOVERY (1989)
 CS1968
 CS1968'RECOVERY NOTE BY US POWER SQUADRON 1989 (CDS)
 CS1968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1914 ***********************************************************************
 CS1914  DESIGNATION -  V 945 RESET 1958
 CS1914  PID         -  CS1914
 CS1914  STATE/COUNTY-  TX/DALLAS
 CS1914  USGS QUAD   -  GRAPEVINE (1981)
 CS1914
 CS1914                         *CURRENT SURVEY CONTROL
 CS1914  ___________________________________________________________________
 CS1914* NAD 83(1986)-  32 58 44.     (N)    097 01 16.     (W)     SCALED    
 CS1914* NAVD 88     -       158.48   (+/-2cm)     519.9    (feet)  VERTCON   
 CS1914  ___________________________________________________________________
 CS1914  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CS1914
 CS1914  VERT ORDER  -  THIRD (See Below)
 CS1914
 CS1914.The horizontal coordinates were scaled from a topographic map and have
 CS1914.an estimated accuracy of +/- 6 seconds.
 CS1914
 CS1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1914.The vertical order pertains to the NGVD 29 superseded value.
 CS1914
 CS1914.The geoid height was determined by GEOID03.
 CS1914
 CS1914;                    North         East    Units  Estimated Accuracy
 CS1914;SPC TXNC     - 2,146,490.      738,220.      MT  (+/- 180 meters Scaled)
 CS1914
 CS1914                          SUPERSEDED SURVEY CONTROL
 CS1914
 CS1914  NGVD 29 (01/29/03)  158.47   (m)          519.9    (f) RESET       3  
 CS1914
 CS1914.Superseded values are not recommended for survey control.
 CS1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1914.See file dsdata.txt to determine how the superseded data were derived.
 CS1914
 CS1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB849506(NAD 83)
 CS1914_MARKER: DB = BENCH MARK DISK
 CS1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1914_STAMPING: V 945 RESET 1958
 CS1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1914+STABILITY: SURFACE MOTION
 CS1914
 CS1914  HISTORY     - Date     Condition        Report By
 CS1914  HISTORY     - 1958     MONUMENTED       CGS
 CS1914  HISTORY     - 1963     GOOD             NGS
 CS1914
 CS1914                          STATION DESCRIPTION
 CS1914
 CS1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1914'4.05 MI NE FROM GRAPEVINE.
 CS1914'IN DALLAS COUNTY, 0.6 MILE NORTHEAST OF THE DALLAS-TARRANT COUNTY
 CS1914'LINE, ALONG THE SOUTHEAST SIDE OF STATE HIGHWAY NO. 121.  TO REACH
 CS1914'FROM GRAPEVINE, GO EAST ON HIGHWAYS NOS. 114 AND 121, 0.8 MILE, TAKE
 CS1914'THE LEFT FORK AND GO NORTHEAST ON NO. 121, 03.4 MILES TO THE MARK ON
 CS1914'THE RIGHT.  THE MARK IS ALONG A BRUSHY SLOPE, ABOUT 50 YARDS SOUTHEAST
 CS1914'OF THE CENTER LINE OF THE HIGHWAY AND A CONCRETE CULVERT, 5 YARDS
 CS1914'NORTH OF A 12 INCH DIAMETER OAK TREE, 3 FEET EAST OF AN OLD FENCE LINE
 CS1914'AND ABOUT 30 YARDS EAST OF THE CREEK.  A STANDARD DISK STAMPED V 945
 CS1914'RESET 1958 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES. NOTE-- THE
 CS1914'BENCH MARK IS 110 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 CS1914'121, 45 FEET SOUTHEAST OF A GATE ENTRANCE TO HOUSE, AND 2-1/2 FEET
 CS1914'EAST OF A FENCE LINE.  THE DISK IS SET IN A SQUARE CONCRETE POST WHICH
 CS1914'PROJECT ABOUT 1 INCH.  TO REACH THE BENCH MARK FROM THE JUNCTION OF
 CS1914'STATE HIGHWAYS 114 AND 121 AT THE NORTH END OF MAIN STREET IN
 CS1914'GRAPEVINE, GO EAST ON THE HIGHWAY FOR 0.6 MILE, THENCE NORTHERLY ON
 CS1914'STATE HIGHWAY 121 FOR 3.4 MILES TO MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0728 ***********************************************************************
 DN0728  DESIGNATION -  V 947
 DN0728  PID         -  DN0728
 DN0728  STATE/COUNTY-  TX/DENTON
 DN0728  USGS QUAD   -  ARGYLE (1973)
 DN0728
 DN0728                         *CURRENT SURVEY CONTROL
 DN0728  ___________________________________________________________________
 DN0728* NAD 83(1986)-  33 02 36.     (N)    097 09 05.     (W)     SCALED    
 DN0728* NAVD 88     -       193.393  (meters)     634.49   (feet)  ADJUSTED  
 DN0728  ___________________________________________________________________
 DN0728  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DN0728  DYNAMIC HT  -         193.169 (meters)     633.76  (feet)  COMP
 DN0728  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 DN0728
 DN0728  VERT ORDER  -  SECOND    CLASS 0
 DN0728
 DN0728.The horizontal coordinates were scaled from a topographic map and have
 DN0728.an estimated accuracy of +/- 6 seconds.
 DN0728
 DN0728.The orthometric height was determined by differential leveling
 DN0728.and adjusted by the National Geodetic Survey in June 1991..
 DN0728
 DN0728.The geoid height was determined by GEOID03.
 DN0728
 DN0728.The dynamic height is computed by dividing the NAVD 88
 DN0728.geopotential number by the normal gravity value computed on the
 DN0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0728.degrees latitude (g = 980.6199 gals.).
 DN0728
 DN0728.The modeled gravity was interpolated from observed gravity values.
 DN0728
 DN0728;                    North         East    Units  Estimated Accuracy
 DN0728;SPC TXNC     - 2,153,470.      725,950.      MT  (+/- 180 meters Scaled)
 DN0728
 DN0728                          SUPERSEDED SURVEY CONTROL
 DN0728
 DN0728  NGVD 29 (??/??/92)  193.375  (m)          634.43   (f) ADJ UNCH    2 0
 DN0728
 DN0728.Superseded values are not recommended for survey control.
 DN0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0728.See file dsdata.txt to determine how the superseded data were derived.
 DN0728
 DN0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB726576(NAD 83)
 DN0728_MARKER: DB = BENCH MARK DISK
 DN0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0728_STAMPING: V 947 1946
 DN0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0728+STABILITY: SURFACE MOTION
 DN0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0728+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0728
 DN0728  HISTORY     - Date     Condition        Report By
 DN0728  HISTORY     - 1946     MONUMENTED       CGS
 DN0728  HISTORY     - 1960     GOOD             NGS
 DN0728  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 DN0728  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0728  HISTORY     - 20051031 GOOD             BOHAN
 DN0728
 DN0728                          STATION DESCRIPTION
 DN0728
 DN0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0728'9.4 MI SE FROM ARGYLE.
 DN0728'TO REACH FROM ARGYLE.  GO EAST ON A BLACKTOP ROAD FROM THE OLD BANK
 DN0728'BUILDING, 03.3 MILES TO A CROSS-ROAD.  THEN GO SOUTH 4.1 MILES TO THE
 DN0728'DOUBLE OAK SCHOOL WHICH IS 1 MILE SOUTH OF THE BARTONVILLE STORE. THEN
 DN0728'TAKE THE RIGHT FORK PASSING AROUND SOUTH OF THE SCHOOL AND GO
 DN0728'SOUTHWEST 1 MILE TO A T ROAD AND B.M.U 947.  TURN LEFT HERE AND GO
 DN0728'SOUTH AND SOUTHWEST 1.0 MILE TO A Y JUNCTION.  TURN BACK TO THE LEFT
 DN0728'ABOUT 75 YARDS TO THE MARK ON THE LEFT OR EAST.  IT IS 14 YARDS
 DN0728'NORTHEAST OF THE CENTERLINE OF HI ROAD, 9 FEET SOUTHEAST OF A FENCE
 DN0728'CORNER AND 1 FOOT NORTH OF A 4 X 4 POST.  A STANDARD DISK STAMPED V
 DN0728'947 1946 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- THE
 DN0728'MARK MAY BE REACHED FROM ROANOKE BY GOING NORTH ON HIGHWAY NO. 377,
 DN0728'3.6 MILES TO THE TOP OF THE GRADE NORTH OF THE LAKE.  THEN TURN BACK
 DN0728'TO THE RIGHT AND GO SOUTH AND EAST 03.4 MILES TO THE Y JUNCTION AND
 DN0728'THE MARK AS DESCRIBED.
 DN0728
 DN0728                          STATION RECOVERY (1995)
 DN0728
 DN0728'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0728'MARK NOT FOUND.
 DN0728
 DN0728                          STATION RECOVERY (1998)
 DN0728
 DN0728'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0728'MARK NOT FOUND.
 DN0728
 DN0728                          STATION RECOVERY (2005)
 DN0728
 DN0728'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0320 ***********************************************************************
 DN0320  DESIGNATION -  V 948
 DN0320  PID         -  DN0320
 DN0320  STATE/COUNTY-  TX/DENTON
 DN0320  USGS QUAD   -  LITTLE ELM (1968)
 DN0320
 DN0320                         *CURRENT SURVEY CONTROL
 DN0320  ___________________________________________________________________
 DN0320* NAD 83(1986)-  33 13 52.     (N)    096 54 10.     (W)     SCALED    
 DN0320* NAVD 88     -       178.411  (meters)     585.34   (feet)  ADJUSTED  
 DN0320  ___________________________________________________________________
 DN0320  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DN0320  DYNAMIC HT  -         178.215 (meters)     584.69  (feet)  COMP
 DN0320  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 DN0320
 DN0320  VERT ORDER  -  SECOND    CLASS 0
 DN0320
 DN0320.The horizontal coordinates were scaled from a topographic map and have
 DN0320.an estimated accuracy of +/- 6 seconds.
 DN0320
 DN0320.The orthometric height was determined by differential leveling
 DN0320.and adjusted by the National Geodetic Survey in June 1991..
 DN0320
 DN0320.The geoid height was determined by GEOID03.
 DN0320
 DN0320.The dynamic height is computed by dividing the NAVD 88
 DN0320.geopotential number by the normal gravity value computed on the
 DN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0320.degrees latitude (g = 980.6199 gals.).
 DN0320
 DN0320.The modeled gravity was interpolated from observed gravity values.
 DN0320
 DN0320;                    North         East    Units  Estimated Accuracy
 DN0320;SPC TXNC     - 2,174,610.      748,850.      MT  (+/- 180 meters Scaled)
 DN0320
 DN0320                          SUPERSEDED SURVEY CONTROL
 DN0320
 DN0320  NGVD 29 (??/??/92)  178.422  (m)          585.37   (f) ADJ UNCH    2 0
 DN0320
 DN0320.Superseded values are not recommended for survey control.
 DN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0320.See file dsdata.txt to determine how the superseded data were derived.
 DN0320
 DN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB954788(NAD 83)
 DN0320_MARKER: DB = BENCH MARK DISK
 DN0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0320_STAMPING: V 948 1946
 DN0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0320+STABILITY: SURFACE MOTION
 DN0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0320+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0320
 DN0320  HISTORY     - Date     Condition        Report By
 DN0320  HISTORY     - 1946     MONUMENTED       CGS
 DN0320  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0320  HISTORY     - 19980214 GOOD             USPSQD
 DN0320  HISTORY     - 20051031 GOOD             BOHAN
 DN0320
 DN0320                          STATION DESCRIPTION
 DN0320
 DN0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0320'5.9 MI W FROM PROSPER.
 DN0320'ABOUT 0.2 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0320'RAILROAD FROM THE STATION AT PROSPER, THENCE WEST 5.7 MILES ALONG A
 DN0320'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT THE SOUTHEAST CORNER
 DN0320'OF A YARD, ABOUT 150 YARDS EAST OF THE NAVO GROCERY STORE, 31.0 FEET
 DN0320'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 57.6 FEET
 DN0320'EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 4.0 FEET SOUTHWEST OF A
 DN0320'FENCE CORNER AND 1.0 FOOT WEST OF A 4 X 4 MARKER POST.  A BRONZE DISK
 DN0320'STAMPED V 948 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 DN0320'INCHES ABOVE GROUND.
 DN0320
 DN0320                          STATION RECOVERY (1995)
 DN0320
 DN0320'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0320'MARK NOT FOUND.
 DN0320
 DN0320                          STATION RECOVERY (1998)
 DN0320
 DN0320'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0320'RECOVERED IN GOOD CONDITION.
 DN0320
 DN0320                          STATION RECOVERY (2005)
 DN0320
 DN0320'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0694 ***********************************************************************
 DN0694  DESIGNATION -  V 949
 DN0694  PID         -  DN0694
 DN0694  STATE/COUNTY-  TX/DENTON
 DN0694  USGS QUAD   -  DENTON WEST (1960)
 DN0694
 DN0694                         *CURRENT SURVEY CONTROL
 DN0694  ___________________________________________________________________
 DN0694* NAD 83(1986)-  33 10 05.     (N)    097 09 07.     (W)     SCALED    
 DN0694* NAVD 88     -       176.767  (meters)     579.94   (feet)  ADJUSTED  
 DN0694  ___________________________________________________________________
 DN0694  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DN0694  DYNAMIC HT  -         176.565 (meters)     579.28  (feet)  COMP
 DN0694  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 DN0694
 DN0694  VERT ORDER  -  SECOND    CLASS 0
 DN0694
 DN0694.The horizontal coordinates were scaled from a topographic map and have
 DN0694.an estimated accuracy of +/- 6 seconds.
 DN0694
 DN0694.The orthometric height was determined by differential leveling
 DN0694.and adjusted by the National Geodetic Survey in June 1991..
 DN0694
 DN0694.The geoid height was determined by GEOID03.
 DN0694
 DN0694.The dynamic height is computed by dividing the NAVD 88
 DN0694.geopotential number by the normal gravity value computed on the
 DN0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0694.degrees latitude (g = 980.6199 gals.).
 DN0694
 DN0694.The modeled gravity was interpolated from observed gravity values.
 DN0694
 DN0694;                    North         East    Units  Estimated Accuracy
 DN0694;SPC TXNC     - 2,167,300.      725,720.      MT  (+/- 180 meters Scaled)
 DN0694
 DN0694                          SUPERSEDED SURVEY CONTROL
 DN0694
 DN0694  NGVD 29 (??/??/92)  176.747  (m)          579.88   (f) ADJ UNCH    2 0
 DN0694
 DN0694.Superseded values are not recommended for survey control.
 DN0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0694.See file dsdata.txt to determine how the superseded data were derived.
 DN0694
 DN0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB723714(NAD 83)
 DN0694_MARKER: DB = BENCH MARK DISK
 DN0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0694_SP_SET: ABUTMENT
 DN0694_STAMPING: V 949 1946
 DN0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0694+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0694
 DN0694  HISTORY     - Date     Condition        Report By
 DN0694  HISTORY     - 1946     MONUMENTED       CGS
 DN0694  HISTORY     - 1960     GOOD             NGS
 DN0694  HISTORY     - 1980     GOOD             NGS
 DN0694  HISTORY     - 19950630 GOOD             USPSQD
 DN0694  HISTORY     - 19980214 GOOD             USPSQD
 DN0694  HISTORY     - 20051031 GOOD             BOHAN
 DN0694
 DN0694                          STATION DESCRIPTION
 DN0694
 DN0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0694'3.7 MI S FROM DENTON.
 DN0694'3.7 MILES SOUTH ALONG U.S. HIGHWAY 377 FROM THE COUNTY COURTHOUSE AT
 DN0694'DENTON, DENTON COUNTY, 3.7 MILES NORTHEAST OF THE TEXAS AND PACIFIC
 DN0694'RAILWAY STATION AT ARGYLE, AT A CONCRETE BRIDGE OVER HICKORY CREEK, IN
 DN0694'THE TOP OF THE EAST END OF THE NORTH ABUTMENT, 15 FEET EAST OF THE
 DN0694'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A
 DN0694'STANDARD DISK, STAMPED V 949 1946.
 DN0694
 DN0694                          STATION RECOVERY (1980)
 DN0694
 DN0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0694'3.7 MILES SOUTH ALONG U.S. HIGHWAY 377 FROM THE COURTHOUSE IN BENTON,
 DN0694'IT IS 3.6 MILES NORTHEAST OF POST OFFICE IN ARGYLE, AT THE CONCRETE
 DN0694'BRIDGE OVER HICKORY CREEK, IN THE TOP OF THE EAST OF THE NORTH
 DN0694'ABUTMENT, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 DN0694'HIGHER THAN THE HIGHWAY.
 DN0694
 DN0694                          STATION RECOVERY (1995)
 DN0694
 DN0694'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0694'RECOVERED IN GOOD CONDITION.
 DN0694
 DN0694                          STATION RECOVERY (1998)
 DN0694
 DN0694'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0694'RECOVERED IN GOOD CONDITION.
 DN0694
 DN0694                          STATION RECOVERY (2005)
 DN0694
 DN0694'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0855 ***********************************************************************
 CS0855  DESIGNATION -  V 951
 CS0855  PID         -  CS0855
 CS0855  STATE/COUNTY-  TX/NAVARRO
 CS0855  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0855
 CS0855                         *CURRENT SURVEY CONTROL
 CS0855  ___________________________________________________________________
 CS0855* NAD 83(1986)-  32 03 32.     (N)    096 41 15.     (W)     SCALED    
 CS0855* NAVD 88     -       165.263  (meters)     542.20   (feet)  ADJUSTED  
 CS0855  ___________________________________________________________________
 CS0855  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CS0855  DYNAMIC HT  -         165.070 (meters)     541.57  (feet)  COMP
 CS0855  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 CS0855
 CS0855  VERT ORDER  -  SECOND    CLASS 0
 CS0855
 CS0855.The horizontal coordinates were scaled from a topographic map and have
 CS0855.an estimated accuracy of +/- 6 seconds.
 CS0855
 CS0855.The orthometric height was determined by differential leveling
 CS0855.and adjusted by the National Geodetic Survey in June 1991..
 CS0855
 CS0855.The geoid height was determined by GEOID03.
 CS0855
 CS0855.The dynamic height is computed by dividing the NAVD 88
 CS0855.geopotential number by the normal gravity value computed on the
 CS0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0855.degrees latitude (g = 980.6199 gals.).
 CS0855
 CS0855.The modeled gravity was interpolated from observed gravity values.
 CS0855
 CS0855;                    North         East    Units  Estimated Accuracy
 CS0855;SPC TXNC     - 2,044,970.      771,150.      MT  (+/- 180 meters Scaled)
 CS0855
 CS0855                          SUPERSEDED SURVEY CONTROL
 CS0855
 CS0855  NGVD 29 (??/??/92)  165.247  (m)          542.15   (f) ADJ UNCH    2 0
 CS0855
 CS0855.Superseded values are not recommended for survey control.
 CS0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0855.See file dsdata.txt to determine how the superseded data were derived.
 CS0855
 CS0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA183493(NAD 83)
 CS0855_MARKER: DB = BENCH MARK DISK
 CS0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0855_STAMPING: V 951 1946
 CS0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0855+STABILITY: SURFACE MOTION
 CS0855
 CS0855  HISTORY     - Date     Condition        Report By
 CS0855  HISTORY     - 1946     MONUMENTED       CGS
 CS0855  HISTORY     - 20020824 GOOD             USPSQD
 CS0855
 CS0855                          STATION DESCRIPTION
 CS0855
 CS0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0855'2.0 MI N FROM DRESDEN.
 CS0855'TO REACH FROM THE HOLLINGSWORTH GROCERY STORE AT DRESDEN GO NORTH 2.0
 CS0855'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 33.5
 CS0855'FEET EAST OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF THE
 CS0855'ROAD, 8.0 FEET SOUTH OF AN EAST-WEST FENCE, 3.0 FEET EAST OF A
 CS0855'NORTH-SOUTH FENCE, 4.0 FEET SOUTHEAST OF A REA GUY WIRE POLE AND 1.0
 CS0855'FOOT SOUTH OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED V
 CS0855'951 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 CS0855'ABOVE GROUND.
 CS0855
 CS0855                          STATION RECOVERY (2002)
 CS0855
 CS0855'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDR)
 CS0855'LOCATION IS 5 FT FROM C/L HWY, 8 FT S OF E-W FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0879 ***********************************************************************
 CS0879  DESIGNATION -  V 952
 CS0879  PID         -  CS0879
 CS0879  STATE/COUNTY-  TX/ELLIS
 CS0879  USGS QUAD   -  ENNIS EAST (1978)
 CS0879
 CS0879                         *CURRENT SURVEY CONTROL
 CS0879  ___________________________________________________________________
 CS0879* NAD 83(1986)-  32 16 18.     (N)    096 37 12.     (W)     SCALED    
 CS0879* NAVD 88     -       141.861  (meters)     465.42   (feet)  ADJUSTED  
 CS0879  ___________________________________________________________________
 CS0879  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CS0879  DYNAMIC HT  -         141.696 (meters)     464.88  (feet)  COMP
 CS0879  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 CS0879
 CS0879  VERT ORDER  -  SECOND    CLASS 0
 CS0879
 CS0879.The horizontal coordinates were scaled from a topographic map and have
 CS0879.an estimated accuracy of +/- 6 seconds.
 CS0879
 CS0879.The orthometric height was determined by differential leveling
 CS0879.and adjusted by the National Geodetic Survey in June 1991..
 CS0879
 CS0879.The geoid height was determined by GEOID03.
 CS0879
 CS0879.The dynamic height is computed by dividing the NAVD 88
 CS0879.geopotential number by the normal gravity value computed on the
 CS0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0879.degrees latitude (g = 980.6199 gals.).
 CS0879
 CS0879.The modeled gravity was interpolated from observed gravity values.
 CS0879
 CS0879;                    North         East    Units  Estimated Accuracy
 CS0879;SPC TXNC     - 2,068,680.      777,110.      MT  (+/- 180 meters Scaled)
 CS0879
 CS0879                          SUPERSEDED SURVEY CONTROL
 CS0879
 CS0879  NGVD 29 (??/??/92)  141.857  (m)          465.41   (f) ADJ UNCH    2 0
 CS0879
 CS0879.Superseded values are not recommended for survey control.
 CS0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0879.See file dsdata.txt to determine how the superseded data were derived.
 CS0879
 CS0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA241730(NAD 83)
 CS0879_MARKER: DB = BENCH MARK DISK
 CS0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0879_STAMPING: V 952 1946
 CS0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0879+STABILITY: SURFACE MOTION
 CS0879
 CS0879  HISTORY     - Date     Condition        Report By
 CS0879  HISTORY     - 1946     MONUMENTED       CGS
 CS0879
 CS0879                          STATION DESCRIPTION
 CS0879
 CS0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0879'4.6 MI S FROM ENNIS.
 CS0879'TO REACH FROM THE CITY HALL AT ENNIS GO WEST 0.3 MILE ALONG BROWN
 CS0879'STREET, THENCE SOUTHWESTERLY 1.5 MILES ALONG STATE HIGHWAY NO. 34,
 CS0879'THENCE SOUTHERLY 2.8 MILES ALONG AN ASPHALT ROAD TO SITE OF MARK,
 CS0879'BENCH MARK IS AT THE NORTHWEST CORNER OF A CHURCH YARD, 70.0 FEET
 CS0879'SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 115.0
 CS0879'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 23.0 FEET
 CS0879'NORTHEAST OF A TWELVE INCH ELM TREE, 4.0 FEET SOUTHEAST OF A FENCE AND
 CS0879'1.0 FOOT EAST OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED V
 CS0879'952 1946 SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0816 ***********************************************************************
 CS0816  DESIGNATION -  V 954
 CS0816  PID         -  CS0816
 CS0816  STATE/COUNTY-  TX/NAVARRO
 CS0816  USGS QUAD   -  EMHOUSE (1978)
 CS0816
 CS0816                         *CURRENT SURVEY CONTROL
 CS0816  ___________________________________________________________________
 CS0816* NAD 83(1986)-  32 08 21.     (N)    096 31 11.     (W)     SCALED    
 CS0816* NAVD 88     -       128.277  (meters)     420.86   (feet)  ADJUSTED  
 CS0816  ___________________________________________________________________
 CS0816  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CS0816  DYNAMIC HT  -         128.129 (meters)     420.37  (feet)  COMP
 CS0816  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 CS0816
 CS0816  VERT ORDER  -  SECOND    CLASS 0
 CS0816
 CS0816.The horizontal coordinates were scaled from a topographic map and have
 CS0816.an estimated accuracy of +/- 6 seconds.
 CS0816
 CS0816.The orthometric height was determined by differential leveling
 CS0816.and adjusted by the National Geodetic Survey in June 1991..
 CS0816
 CS0816.The geoid height was determined by GEOID03.
 CS0816
 CS0816.The dynamic height is computed by dividing the NAVD 88
 CS0816.geopotential number by the normal gravity value computed on the
 CS0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0816.degrees latitude (g = 980.6199 gals.).
 CS0816
 CS0816.The modeled gravity was interpolated from observed gravity values.
 CS0816
 CS0816;                    North         East    Units  Estimated Accuracy
 CS0816;SPC TXNC     - 2,054,160.      786,830.      MT  (+/- 180 meters Scaled)
 CS0816
 CS0816                          SUPERSEDED SURVEY CONTROL
 CS0816
 CS0816  NGVD 29 (??/??/92)  128.274  (m)          420.85   (f) ADJ UNCH    2 0
 CS0816
 CS0816.Superseded values are not recommended for survey control.
 CS0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0816.See file dsdata.txt to determine how the superseded data were derived.
 CS0816
 CS0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA339585(NAD 83)
 CS0816_MARKER: DB = BENCH MARK DISK
 CS0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0816_STAMPING: V 954 1946
 CS0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0816+STABILITY: SURFACE MOTION
 CS0816
 CS0816  HISTORY     - Date     Condition        Report By
 CS0816  HISTORY     - 1946     MONUMENTED       CGS
 CS0816
 CS0816                          STATION DESCRIPTION
 CS0816
 CS0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0816'3.8 MI SE FROM EMHOUSE.
 CS0816'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0816'EMHOUSE GO SOUTHEASTERLY 3.8 MILES ALONG A PAVED ROAD TO SITE OF MARK,
 CS0816'BENCH MARK IS 32.0 FEET WEST OF THE WEST STEEL GATE POST AT THE
 CS0816'ENTRANCE TO THE ALISON HEREFORD RANCH, 56.0 FEET NORTH OF AND ABOUT
 CS0816'1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 100.0 FEET NORTHWEST
 CS0816'OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT, 3.0 FEET
 CS0816'SOUTH OF A STEEL FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST. A
 CS0816'BRONZE DISK STAMPED V 954 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 CS0816'PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0830 ***********************************************************************
 CS0830  DESIGNATION -  V 955
 CS0830  PID         -  CS0830
 CS0830  STATE/COUNTY-  TX/ELLIS
 CS0830  USGS QUAD   -  ENNIS WEST (1978)
 CS0830
 CS0830                         *CURRENT SURVEY CONTROL
 CS0830  ___________________________________________________________________
 CS0830* NAD 83(1986)-  32 15 22.     (N)    096 40 52.     (W)     SCALED    
 CS0830* NAVD 88     -       143.691  (meters)     471.43   (feet)  ADJUSTED  
 CS0830  ___________________________________________________________________
 CS0830  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CS0830  DYNAMIC HT  -         143.523 (meters)     470.88  (feet)  COMP
 CS0830  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 CS0830
 CS0830  VERT ORDER  -  SECOND    CLASS 0
 CS0830
 CS0830.The horizontal coordinates were scaled from a topographic map and have
 CS0830.an estimated accuracy of +/- 6 seconds.
 CS0830
 CS0830.The orthometric height was determined by differential leveling
 CS0830.and adjusted by the National Geodetic Survey in June 1991..
 CS0830
 CS0830.The geoid height was determined by GEOID03.
 CS0830
 CS0830.The dynamic height is computed by dividing the NAVD 88
 CS0830.geopotential number by the normal gravity value computed on the
 CS0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0830.degrees latitude (g = 980.6199 gals.).
 CS0830
 CS0830.The modeled gravity was interpolated from observed gravity values.
 CS0830
 CS0830;                    North         East    Units  Estimated Accuracy
 CS0830;SPC TXNC     - 2,066,850.      771,380.      MT  (+/- 180 meters Scaled)
 CS0830
 CS0830                          SUPERSEDED SURVEY CONTROL
 CS0830
 CS0830  NGVD 29 (??/??/92)  143.685  (m)          471.41   (f) ADJ UNCH    2 0
 CS0830
 CS0830.Superseded values are not recommended for survey control.
 CS0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0830.See file dsdata.txt to determine how the superseded data were derived.
 CS0830
 CS0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA184711(NAD 83)
 CS0830_MARKER: DB = BENCH MARK DISK
 CS0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0830_STAMPING: V 955 1946
 CS0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0830+STABILITY: SURFACE MOTION
 CS0830
 CS0830  HISTORY     - Date     Condition        Report By
 CS0830  HISTORY     - 1946     MONUMENTED       CGS
 CS0830  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0830
 CS0830                          STATION DESCRIPTION
 CS0830
 CS0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0830'1.0 MI SE FROM BARDWELL.
 CS0830'ABOUT 1.0 MILES SOUTHEAST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0830'FROM THE STATION AT BARDWELL, AT A PRIVATE CROSSING, 39.0 FEET
 CS0830'SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK, 87.0
 CS0830'FEET SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES OF THE TRACK
 CS0830'AND ROAD, 46.0 FEET NORTHWEST OF A TELEPHONE POLE AND 1.0 FOOT NORTH
 CS0830'OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED V 955 1946 SET IN
 CS0830'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 CS0830
 CS0830                          STATION RECOVERY (1962)
 CS0830
 CS0830'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0801 ***********************************************************************
 CS0801  DESIGNATION -  V 956
 CS0801  PID         -  CS0801
 CS0801  STATE/COUNTY-  TX/ELLIS
 CS0801  USGS QUAD   -  PALMER (1978)
 CS0801
 CS0801                         *CURRENT SURVEY CONTROL
 CS0801  ___________________________________________________________________
 CS0801* NAD 83(1986)-  32 29 19.     (N)    096 39 56.     (W)     SCALED    
 CS0801* NAVD 88     -       140.236  (meters)     460.09   (feet)  ADJUSTED  
 CS0801  ___________________________________________________________________
 CS0801  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS0801  DYNAMIC HT  -         140.074 (meters)     459.56  (feet)  COMP
 CS0801  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CS0801
 CS0801  VERT ORDER  -  SECOND    CLASS 0
 CS0801
 CS0801.The horizontal coordinates were scaled from a topographic map and have
 CS0801.an estimated accuracy of +/- 6 seconds.
 CS0801
 CS0801.The orthometric height was determined by differential leveling
 CS0801.and adjusted by the National Geodetic Survey in June 1991..
 CS0801
 CS0801.The geoid height was determined by GEOID03.
 CS0801
 CS0801.The dynamic height is computed by dividing the NAVD 88
 CS0801.geopotential number by the normal gravity value computed on the
 CS0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0801.degrees latitude (g = 980.6199 gals.).
 CS0801
 CS0801.The modeled gravity was interpolated from observed gravity values.
 CS0801
 CS0801;                    North         East    Units  Estimated Accuracy
 CS0801;SPC TXNC     - 2,092,650.      772,390.      MT  (+/- 180 meters Scaled)
 CS0801
 CS0801                          SUPERSEDED SURVEY CONTROL
 CS0801
 CS0801  NGVD 29 (??/??/92)  140.239  (m)          460.10   (f) ADJ UNCH    2 0
 CS0801
 CS0801.Superseded values are not recommended for survey control.
 CS0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0801.See file dsdata.txt to determine how the superseded data were derived.
 CS0801
 CS0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA193969(NAD 83)
 CS0801_MARKER: DB = BENCH MARK DISK
 CS0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0801_STAMPING: V 956 1946
 CS0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0801+STABILITY: SURFACE MOTION
 CS0801
 CS0801  HISTORY     - Date     Condition        Report By
 CS0801  HISTORY     - 1946     MONUMENTED       CGS
 CS0801
 CS0801                          STATION DESCRIPTION
 CS0801
 CS0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0801'IN TRUMBULL.
 CS0801'AT TRUMBULL, TEXAS.  3.9 MILES NORTH OF THE TEXAS AND NEW ORLEANS
 CS0801'RAILROAD STATION AT PALMER, TEXAS.  NORTHEAST AND ACROSS U.S. HIGHWAY
 CS0801'NO. 75 FROM AN ABANDONED COTTON GIN.  65.2 FEET EAST OF THE CENTER
 CS0801'LINE OF U. S. HIGHWAY NO. 75.  11.0 FEET SOUTH OF THE CENTER LINE OF A
 CS0801'CROSS ROAD LEADING EASTERLY.  2.0 FEET EAST OF A POWER LINE POLE. A
 CS0801'DISK SET IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 0.5 FOOT.
 CS0801'STAMPED, V 956 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1509 ***********************************************************************
 CS1509  DESIGNATION -  V 957
 CS1509  PID         -  CS1509
 CS1509  STATE/COUNTY-  TX/ELLIS
 CS1509  USGS QUAD   -  FERRIS (1968)
 CS1509
 CS1509                         *CURRENT SURVEY CONTROL
 CS1509  ___________________________________________________________________
 CS1509* NAD 83(1986)-  32 30 21.     (N)    096 41 06.     (W)     SCALED    
 CS1509* NAVD 88     -       146.648  (meters)     481.13   (feet)  ADJUSTED  
 CS1509  ___________________________________________________________________
 CS1509  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CS1509  DYNAMIC HT  -         146.479 (meters)     480.57  (feet)  COMP
 CS1509  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 CS1509
 CS1509  VERT ORDER  -  SECOND    CLASS 0
 CS1509
 CS1509.The horizontal coordinates were scaled from a topographic map and have
 CS1509.an estimated accuracy of +/- 6 seconds.
 CS1509
 CS1509.The orthometric height was determined by differential leveling
 CS1509.and adjusted by the National Geodetic Survey in June 1991..
 CS1509
 CS1509.The geoid height was determined by GEOID03.
 CS1509
 CS1509.The dynamic height is computed by dividing the NAVD 88
 CS1509.geopotential number by the normal gravity value computed on the
 CS1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1509.degrees latitude (g = 980.6199 gals.).
 CS1509
 CS1509.The modeled gravity was interpolated from observed gravity values.
 CS1509
 CS1509;                    North         East    Units  Estimated Accuracy
 CS1509;SPC TXNC     - 2,094,530.      770,530.      MT  (+/- 180 meters Scaled)
 CS1509
 CS1509                          SUPERSEDED SURVEY CONTROL
 CS1509
 CS1509  NGVD 29 (??/??/92)  146.653  (m)          481.14   (f) ADJ UNCH    2 0
 CS1509
 CS1509.Superseded values are not recommended for survey control.
 CS1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1509.See file dsdata.txt to determine how the superseded data were derived.
 CS1509
 CS1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA174988(NAD 83)
 CS1509_MARKER: DB = BENCH MARK DISK
 CS1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1509_STAMPING: V 957 1946
 CS1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1509+STABILITY: SURFACE MOTION
 CS1509
 CS1509  HISTORY     - Date     Condition        Report By
 CS1509  HISTORY     - 1946     MONUMENTED       CGS
 CS1509
 CS1509                          STATION DESCRIPTION
 CS1509
 CS1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1509'3.9 MI SW FROM FERRIS.
 CS1509'TO REACH MARK FROM THE TEXAS-NEW ORLEANS RAILROAD STATION AT FERRIS GO
 CS1509'SOUTH ALONG U.S. HIGHWAY NO. 75 ABOUT 2.2 MILES, THENCE NORTHWEST 0.4
 CS1509'MILES ALONG AN UNIMPROVED ROAD, THENCE 0.6 MILES SOUTHWEST, THENCE 0.4
 CS1509'MILES NORTHWEST, THENCE 0.3 MILES SOUTHWEST TO SITE OF MARK. BENCH
 CS1509'MARK IS ABOUT 0.1 MILES WEST OF A FARM HOUSE, 20.0 FEET NORTH OF AND
 CS1509'LEVEL WITH THE CENTER LINE OF THE ROAD, 16.0 FEET NORTH OF THE NORTH
 CS1509'END OF A 4 FOOT WOODEN BRIDGE, 1.0 FOOT WEST OF A 4 X 4 MARKER POST. A
 CS1509'BRONZE DISC STAMPED V 957 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS1509'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1499 ***********************************************************************
 CS1499  DESIGNATION -  V 958
 CS1499  PID         -  CS1499
 CS1499  STATE/COUNTY-  TX/ELLIS
 CS1499  USGS QUAD   -  INDIA (1973)
 CS1499
 CS1499                         *CURRENT SURVEY CONTROL
 CS1499  ___________________________________________________________________
 CS1499* NAD 83(1986)-  32 32 16.     (N)    096 32 24.     (W)     SCALED    
 CS1499* NAVD 88     -       106.977  (meters)     350.97   (feet)  ADJUSTED  
 CS1499  ___________________________________________________________________
 CS1499  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CS1499  DYNAMIC HT  -         106.856 (meters)     350.58  (feet)  COMP
 CS1499  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 CS1499
 CS1499  VERT ORDER  -  SECOND    CLASS 0
 CS1499
 CS1499.The horizontal coordinates were scaled from a topographic map and have
 CS1499.an estimated accuracy of +/- 6 seconds.
 CS1499
 CS1499.The orthometric height was determined by differential leveling
 CS1499.and adjusted by the National Geodetic Survey in June 1991..
 CS1499
 CS1499.The geoid height was determined by GEOID03.
 CS1499
 CS1499.The dynamic height is computed by dividing the NAVD 88
 CS1499.geopotential number by the normal gravity value computed on the
 CS1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1499.degrees latitude (g = 980.6199 gals.).
 CS1499
 CS1499.The modeled gravity was interpolated from observed gravity values.
 CS1499
 CS1499;                    North         East    Units  Estimated Accuracy
 CS1499;SPC TXNC     - 2,098,320.      784,090.      MT  (+/- 180 meters Scaled)
 CS1499
 CS1499                          SUPERSEDED SURVEY CONTROL
 CS1499
 CS1499  NGVD 29 (??/??/92)  106.989  (m)          351.01   (f) ADJ UNCH    2 0
 CS1499
 CS1499.Superseded values are not recommended for survey control.
 CS1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1499.See file dsdata.txt to determine how the superseded data were derived.
 CS1499
 CS1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB310027(NAD 83)
 CS1499_MARKER: DB = BENCH MARK DISK
 CS1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1499_STAMPING: V 958 1946
 CS1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1499+STABILITY: SURFACE MOTION
 CS1499
 CS1499  HISTORY     - Date     Condition        Report By
 CS1499  HISTORY     - 1946     MONUMENTED       CGS
 CS1499  HISTORY     - 1959     MARK NOT FOUND   USGS
 CS1499
 CS1499                          STATION DESCRIPTION
 CS1499
 CS1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1499'8.5 MI NE FROM BRISTOL.
 CS1499'TO REACH THE MARK FROM THE BRISTOL SCHOOL BUILDING, GO NORTHWEST 0.2
 CS1499'MILES, THENCE NORTHEAST 0.2 MILES, THENCE NORTHWESTERLY 2.0 MILES
 CS1499'ALONG A GRAVEL SURFACED ROAD, THENCE NORTHEAST 0.9 MILES, THENCE
 CS1499'SOUTHEAST 0.3 MILES, THENCE NORTHEAST 3.4 MILES, THENCE NORTHWEST 1.3
 CS1499'MILES, THENCE SOUTHWEST 0.2 MILES ALONG AN UNIMPROVED ROAD TO THE SITE
 CS1499'OF THE MARK.  BENCH MARK IS 70 FEET SOUTHEAST OF A STEEL WINDMILL
 CS1499'TOWER, 56 FEET EAST OF THE EAST CORNER OF A FARMHOUSE, 25 FEET
 CS1499'NORTHEAST AND 1.5 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 1 FOOT
 CS1499'SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISC SET IN THE TOP OF A
 CS1499'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 CS1499
 CS1499                          STATION RECOVERY (1959)
 CS1499
 CS1499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0218 ***********************************************************************
 CS0218  DESIGNATION -  V 959
 CS0218  PID         -  CS0218
 CS0218  STATE/COUNTY-  TX/KAUFMAN
 CS0218  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0218
 CS0218                         *CURRENT SURVEY CONTROL
 CS0218  ___________________________________________________________________
 CS0218* NAD 83(1986)-  32 40 29.     (N)    096 26 21.     (W)     SCALED    
 CS0218* NAVD 88     -       133.249  (meters)     437.17   (feet)  ADJUSTED  
 CS0218  ___________________________________________________________________
 CS0218  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0218  DYNAMIC HT  -         133.102 (meters)     436.69  (feet)  COMP
 CS0218  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 CS0218
 CS0218  VERT ORDER  -  SECOND    CLASS 0
 CS0218
 CS0218.The horizontal coordinates were scaled from a topographic map and have
 CS0218.an estimated accuracy of +/- 6 seconds.
 CS0218
 CS0218.The orthometric height was determined by differential leveling
 CS0218.and adjusted by the National Geodetic Survey in June 1991..
 CS0218
 CS0218.The geoid height was determined by GEOID03.
 CS0218
 CS0218.The dynamic height is computed by dividing the NAVD 88
 CS0218.geopotential number by the normal gravity value computed on the
 CS0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0218.degrees latitude (g = 980.6199 gals.).
 CS0218
 CS0218.The modeled gravity was interpolated from observed gravity values.
 CS0218
 CS0218;                    North         East    Units  Estimated Accuracy
 CS0218;SPC TXNC     - 2,113,680.      793,260.      MT  (+/- 180 meters Scaled)
 CS0218
 CS0218                          SUPERSEDED SURVEY CONTROL
 CS0218
 CS0218  NGVD 29 (??/??/92)  133.258  (m)          437.20   (f) ADJ UNCH    2 0
 CS0218
 CS0218.Superseded values are not recommended for survey control.
 CS0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0218.See file dsdata.txt to determine how the superseded data were derived.
 CS0218
 CS0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB401181(NAD 83)
 CS0218_MARKER: DB = BENCH MARK DISK
 CS0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0218_STAMPING: V 959 1946
 CS0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0218+STABILITY: SURFACE MOTION
 CS0218
 CS0218  HISTORY     - Date     Condition        Report By
 CS0218  HISTORY     - 1946     MONUMENTED       CGS
 CS0218
 CS0218                          STATION DESCRIPTION
 CS0218
 CS0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0218'4.1 MI N FROM CRANDALL.
 CS0218'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0218'CRANDALL, GO NORTHWEST 0.9 MILE, THENCE NORTH 0.8 MILE, THENCE
 CS0218'NORTHEAST 2.4 MILES ALONG A GRAVEL ROAD TO THE SITE OF THE MARK.  THE
 CS0218'BENCH MARK IS AT A ROAD JUNCTION, 28 FEET SOUTHEAST OF AND LEVEL WITH
 CS0218'THE CENTER LINE OF THE NORTHEAST AND SOUTHWEST ROAD, 26 FEET SOUTHWEST
 CS0218'OF THE CENTER LINE OF THE NORTHWEST AND SOUTHEAST ROAD, 9 FEET
 CS0218'NORTHEAST OF AN R.E.A. POWER POLE, 3 FEET SOUTH OF A FENCE CORNER, 1
 CS0218'FOOT EAST OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF
 CS0218'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0246 ***********************************************************************
 CS0246  DESIGNATION -  V 960
 CS0246  PID         -  CS0246
 CS0246  STATE/COUNTY-  TX/KAUFMAN
 CS0246  USGS QUAD   -  SCURRY (1973)
 CS0246
 CS0246                         *CURRENT SURVEY CONTROL
 CS0246  ___________________________________________________________________
 CS0246* NAD 83(1986)-  32 37 19.     (N)    096 29 21.     (W)     SCALED    
 CS0246* NAVD 88     -       111.005  (meters)     364.19   (feet)  ADJUSTED  
 CS0246  ___________________________________________________________________
 CS0246  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CS0246  DYNAMIC HT  -         110.881 (meters)     363.78  (feet)  COMP
 CS0246  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 CS0246
 CS0246  VERT ORDER  -  SECOND    CLASS 0
 CS0246
 CS0246.The horizontal coordinates were scaled from a topographic map and have
 CS0246.an estimated accuracy of +/- 6 seconds.
 CS0246
 CS0246.The orthometric height was determined by differential leveling
 CS0246.and adjusted by the National Geodetic Survey in June 1991..
 CS0246
 CS0246.The geoid height was determined by GEOID03.
 CS0246
 CS0246.The dynamic height is computed by dividing the NAVD 88
 CS0246.geopotential number by the normal gravity value computed on the
 CS0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0246.degrees latitude (g = 980.6199 gals.).
 CS0246
 CS0246.The modeled gravity was interpolated from observed gravity values.
 CS0246
 CS0246;                    North         East    Units  Estimated Accuracy
 CS0246;SPC TXNC     - 2,107,740.      788,690.      MT  (+/- 180 meters Scaled)
 CS0246
 CS0246                          SUPERSEDED SURVEY CONTROL
 CS0246
 CS0246  NGVD 29 (??/??/92)  111.019  (m)          364.23   (f) ADJ UNCH    2 0
 CS0246
 CS0246.Superseded values are not recommended for survey control.
 CS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0246.See file dsdata.txt to determine how the superseded data were derived.
 CS0246
 CS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB355121(NAD 83)
 CS0246_MARKER: DB = BENCH MARK DISK
 CS0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0246_STAMPING: V 960 1946
 CS0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0246+STABILITY: SURFACE MOTION
 CS0246
 CS0246  HISTORY     - Date     Condition        Report By
 CS0246  HISTORY     - 1946     MONUMENTED       CGS
 CS0246  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0246  HISTORY     - 19930503 MARK NOT FOUND   USPSQD
 CS0246
 CS0246                          STATION DESCRIPTION
 CS0246
 CS0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0246'1.9 MI NW FROM CRANDALL.
 CS0246'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0246'CRANDALL, GO NORTHWEST ABOUT 1.9 MILES ALONG U.S. HIGHWAY NO. 175 TO
 CS0246'THE SITE OF THE MARK.  BENCH MARK IS 51 FEET WEST OF THE NORTHWEST
 CS0246'ABUTMENT OF A 500 FOOT WOOD BRIDGE, 24.8 FEET NORTH OF AND LEVEL WITH
 CS0246'THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A 4 X 4 MARKER POST. A
 CS0246'BRONZE DISC STAMPED V 960 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS0246'WHICH PROJECTS 2 INCHES.
 CS0246
 CS0246                          STATION RECOVERY (1961)
 CS0246
 CS0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0246'MARK NOT FOUND.
 CS0246
 CS0246                          STATION RECOVERY (1993)
 CS0246
 CS0246'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0260 ***********************************************************************
 AY0260  DESIGNATION -  V 962
 AY0260  PID         -  AY0260
 AY0260  STATE/COUNTY-  TX/BEXAR
 AY0260  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0260
 AY0260                         *CURRENT SURVEY CONTROL
 AY0260  ___________________________________________________________________
 AY0260* NAD 83(1986)-  29 26 50.     (N)    098 28 12.     (W)     SCALED    
 AY0260* NAVD 88     -       209.659  (meters)     687.86   (feet)  ADJUSTED  
 AY0260  ___________________________________________________________________
 AY0260  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AY0260  DYNAMIC HT  -         209.354 (meters)     686.86  (feet)  COMP
 AY0260  MODELED GRAV-     979,184.6   (mgal)                       NAVD 88
 AY0260
 AY0260  VERT ORDER  -  FIRST     CLASS II
 AY0260
 AY0260.The horizontal coordinates were scaled from a topographic map and have
 AY0260.an estimated accuracy of +/- 6 seconds.
 AY0260
 AY0260.The orthometric height was determined by differential leveling
 AY0260.and adjusted by the National Geodetic Survey in June 1991..
 AY0260
 AY0260.The geoid height was determined by GEOID03.
 AY0260
 AY0260.The dynamic height is computed by dividing the NAVD 88
 AY0260.geopotential number by the normal gravity value computed on the
 AY0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0260.degrees latitude (g = 980.6199 gals.).
 AY0260
 AY0260.The modeled gravity was interpolated from observed gravity values.
 AY0260
 AY0260;                    North         East    Units  Estimated Accuracy
 AY0260;SPC TXSC     - 4,178,980.      651,410.      MT  (+/- 180 meters Scaled)
 AY0260
 AY0260                          SUPERSEDED SURVEY CONTROL
 AY0260
 AY0260  NGVD 29 (??/??/92)  209.539  (m)          687.46   (f) ADJ UNCH    1 2
 AY0260
 AY0260.Superseded values are not recommended for survey control.
 AY0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0260.See file dsdata.txt to determine how the superseded data were derived.
 AY0260
 AY0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT513576(NAD 83)
 AY0260_MARKER: DD = SURVEY DISK
 AY0260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0260_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0260_STAMPING: V 962 1946
 AY0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0260
 AY0260  HISTORY     - Date     Condition        Report By
 AY0260  HISTORY     - 1946     MONUMENTED
 AY0260  HISTORY     - 1946     GOOD             NGS
 AY0260  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 AY0260
 AY0260                          STATION DESCRIPTION
 AY0260
 AY0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0260'IN SAN ANTONIO.
 AY0260'AT SAN ANTONIO, AT THE NORTH END OF NORTH PINE STREET, ON THE
 AY0260'CENTERLINE OF THE SIDEWALK ALONG THE NORTH SIDE OF CUNNINGHAM STREET,
 AY0260'14.5 FEET NORTH OF THE CENTERLINE OF CUNNINGHAM STREET, 9.3 FEET WEST
 AY0260'OF THE EXTENSION TO NORTH OF THE CENTERLINE OF NORTH PINE STREET, SET
 AY0260'IN THE TOP OF A 1-FOOT CONCRETE POST SURROUNDED WITH A 2-FOOT CONCRETE
 AY0260'PIPE WITH AN IRON COVER WHICH IS FLUSH WITH THE TOP OF THE SIDEWALK.
 AY0260
 AY0260                          STATION RECOVERY (1995)
 AY0260
 AY0260'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0708 ***********************************************************************
 AY0708  DESIGNATION -  V 963
 AY0708  PID         -  AY0708
 AY0708  STATE/COUNTY-  TX/BEXAR
 AY0708  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0708
 AY0708                         *CURRENT SURVEY CONTROL
 AY0708  ___________________________________________________________________
 AY0708* NAD 83(1986)-  29 29 07.     (N)    098 36 22.     (W)     SCALED    
 AY0708* NAVD 88     -       272.553  (meters)     894.20   (feet)  ADJUSTED  
 AY0708  ___________________________________________________________________
 AY0708  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AY0708  DYNAMIC HT  -         272.156 (meters)     892.90  (feet)  COMP
 AY0708  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AY0708
 AY0708  VERT ORDER  -  FIRST     CLASS II
 AY0708
 AY0708.The horizontal coordinates were scaled from a topographic map and have
 AY0708.an estimated accuracy of +/- 6 seconds.
 AY0708
 AY0708.The orthometric height was determined by differential leveling
 AY0708.and adjusted by the National Geodetic Survey in June 1991..
 AY0708.WARNING-Repeat measurements at this control monument indicate possible
 AY0708.vertical movement.
 AY0708
 AY0708.The geoid height was determined by GEOID03.
 AY0708
 AY0708.The dynamic height is computed by dividing the NAVD 88
 AY0708.geopotential number by the normal gravity value computed on the
 AY0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0708.degrees latitude (g = 980.6199 gals.).
 AY0708
 AY0708.The modeled gravity was interpolated from observed gravity values.
 AY0708
 AY0708;                    North         East    Units  Estimated Accuracy
 AY0708;SPC TXSC     - 4,183,140.      638,190.      MT  (+/- 180 meters Scaled)
 AY0708
 AY0708                          SUPERSEDED SURVEY CONTROL
 AY0708
 AY0708  NGVD 29 (??/??/92)  272.432  (m)          893.80   (f) ADJ UNCH    1 2
 AY0708
 AY0708.Superseded values are not recommended for survey control.
 AY0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0708.See file dsdata.txt to determine how the superseded data were derived.
 AY0708
 AY0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT381618(NAD 83)
 AY0708_MARKER: DB = BENCH MARK DISK
 AY0708_SETTING: 66 = SET IN ROCK OUTCROP
 AY0708_SP_SET: ROCK OUTCROP
 AY0708_STAMPING: V 963 1946
 AY0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0708+STABILITY: POSITION/ELEVATION WELL
 AY0708
 AY0708  HISTORY     - Date     Condition        Report By
 AY0708  HISTORY     - 1946     MONUMENTED       CGS
 AY0708  HISTORY     - 1952     GOOD             NGS
 AY0708  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0708  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY0708
 AY0708                          STATION DESCRIPTION
 AY0708
 AY0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AY0708'IN SAN ANTONIO.
 AY0708'AT SAN ANTONIO, 9.0 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE
 AY0708'COURTHOUSE, 1.1 MILES SOUTHEAST OF LEON VALLEY SCHOOL, 0.15 MILE
 AY0708'SOUTHEAST OF THE TOP OF A HILL, 0.1 MILE NORTHWEST OF A SHARP CURVE IN
 AY0708'THE HIGHWAY, 184 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 AY0708'DRIVEWAY LEADING TO AN ABANDONED GRAVEL PIT, 78.7 FEET SOUTHWEST OF
 AY0708'THE CENTER LINE OF THE OLD HIGHWAY, 120 FEET SOUTHWEST OF THE CENTER
 AY0708'LINE OF THE NEW HIGHWAY, 48 FEET SOUTHWEST OF A WITNESS POST, 0.2 FOOT
 AY0708'ABOVE THE GROUND, SET IN THE TOP OF THE EAST END OF A ROCK OUTCROP.
 AY0708
 AY0708                          STATION RECOVERY (1967)
 AY0708
 AY0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0708'MARK NOT FOUND.
 AY0708
 AY0708                          STATION RECOVERY (1995)
 AY0708
 AY0708'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0722 ***********************************************************************
 CR0722  DESIGNATION -  V 964
 CR0722  PID         -  CR0722
 CR0722  STATE/COUNTY-  TX/VAN ZANDT
 CR0722  USGS QUAD   -  BROWNSBORO (1984)
 CR0722
 CR0722                         *CURRENT SURVEY CONTROL
 CR0722  ___________________________________________________________________
 CR0722* NAD 83(1986)-  32 21 55.     (N)    095 34 03.     (W)     SCALED    
 CR0722* NAVD 88     -       176.787  (meters)     580.01   (feet)  ADJUSTED  
 CR0722  ___________________________________________________________________
 CR0722  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CR0722  DYNAMIC HT  -         176.580 (meters)     579.33  (feet)  COMP
 CR0722  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 CR0722
 CR0722  VERT ORDER  -  SECOND    CLASS 0
 CR0722
 CR0722.The horizontal coordinates were scaled from a topographic map and have
 CR0722.an estimated accuracy of +/- 6 seconds.
 CR0722
 CR0722.The orthometric height was determined by differential leveling
 CR0722.and adjusted by the National Geodetic Survey in June 1991..
 CR0722
 CR0722.The geoid height was determined by GEOID03.
 CR0722
 CR0722.The dynamic height is computed by dividing the NAVD 88
 CR0722.geopotential number by the normal gravity value computed on the
 CR0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0722.degrees latitude (g = 980.6199 gals.).
 CR0722
 CR0722.The modeled gravity was interpolated from observed gravity values.
 CR0722
 CR0722;                    North         East    Units  Estimated Accuracy
 CR0722;SPC TXNC     - 2,081,320.      875,950.      MT  (+/- 180 meters Scaled)
 CR0722
 CR0722                          SUPERSEDED SURVEY CONTROL
 CR0722
 CR0722  NGVD 29 (??/??/92)  176.808  (m)          580.08   (f) ADJ UNCH    2 0
 CR0722
 CR0722.Superseded values are not recommended for survey control.
 CR0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0722.See file dsdata.txt to determine how the superseded data were derived.
 CR0722
 CR0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR584838(NAD 83)
 CR0722_MARKER: DB = BENCH MARK DISK
 CR0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0722_STAMPING: V 964 1948
 CR0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0722+STABILITY: SURFACE MOTION
 CR0722
 CR0722  HISTORY     - Date     Condition        Report By
 CR0722  HISTORY     - 1948     MONUMENTED       CGS
 CR0722  HISTORY     - 19950911 GOOD             USPSQD
 CR0722  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0722
 CR0722                          STATION DESCRIPTION
 CR0722
 CR0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0722'2.6 MI E FROM EDOM.
 CR0722'2.6 MILES EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT EDOM, 56
 CR0722'YARDS (PACED) EAST OF THE CREST OF A HILL, IN A TRIANGULAR PLOT OF
 CR0722'GROUND FORMED BY A JUNCTION WITH A ROAD LEADING NORTH, 63.5 FEET NORTH
 CR0722'OF THE CENTER LINE OF THE HIGHWAY, 54.0 FEET WEST OF THE CENTER LINE
 CR0722'OF THE ROAD ALONG THE EAST SIDE OF THE TRIANGULAR PLOT OF GROUND, 31.0
 CR0722'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD ALONG THE NORTHWEST SIDE
 CR0722'OF THE TRIANGULAR PLOT OF GROUND, 1.6 FEET SOUTHEAST OF A REFERENCE
 CR0722'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CR0722'GROUND.
 CR0722
 CR0722                          STATION RECOVERY (1995)
 CR0722
 CR0722'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0722'RECOVERED IN GOOD CONDITION.
 CR0722
 CR0722                          STATION RECOVERY (2004)
 CR0722
 CR0722'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0722'MARK NOT FOUND.  THE HIGHWAY LOCATION FOR THE MARK HAS CHANGED AND IS
 CR0722'NOW TEXAS FM 279.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0955 ***********************************************************************
 CR0955  DESIGNATION -  V 965 RESET 1960
 CR0955  PID         -  CR0955
 CR0955  STATE/COUNTY-  TX/VAN ZANDT
 CR0955  USGS QUAD   -  CANTON (1981)
 CR0955
 CR0955                         *CURRENT SURVEY CONTROL
 CR0955  ___________________________________________________________________
 CR0955* NAD 83(1986)-  32 33 20.     (N)    095 51 25.     (W)     SCALED    
 CR0955* NAVD 88     -       138.90   (+/-2cm)     455.7    (feet)  VERTCON   
 CR0955  ___________________________________________________________________
 CR0955  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0955
 CR0955  VERT ORDER  -  THIRD (See Below)
 CR0955
 CR0955.The horizontal coordinates were scaled from a topographic map and have
 CR0955.an estimated accuracy of +/- 6 seconds.
 CR0955
 CR0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0955.The vertical order pertains to the NGVD 29 superseded value.
 CR0955
 CR0955.The geoid height was determined by GEOID03.
 CR0955
 CR0955;                    North         East    Units  Estimated Accuracy
 CR0955;SPC TXNC     - 2,101,690.      848,180.      MT  (+/- 180 meters Scaled)
 CR0955
 CR0955                          SUPERSEDED SURVEY CONTROL
 CR0955
 CR0955  NGVD 29 (??/??/??)  138.91   (m)          455.7    (f) RESET       3  
 CR0955
 CR0955.Superseded values are not recommended for survey control.
 CR0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0955.See file dsdata.txt to determine how the superseded data were derived.
 CR0955
 CR0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS317056(NAD 83)
 CR0955_MARKER: DB = BENCH MARK DISK
 CR0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0955_STAMPING: V 965 RESET 1960
 CR0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0955+STABILITY: SURFACE MOTION
 CR0955
 CR0955  HISTORY     - Date     Condition        Report By
 CR0955  HISTORY     - 1960     MONUMENTED       CGS
 CR0955  HISTORY     - 1962     MARK NOT FOUND   USGS
 CR0955  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 CR0955
 CR0955                          STATION DESCRIPTION
 CR0955
 CR0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CR0955'0.3 MI SE FROM CANTON.
 CR0955'ABOUT 0.3 MILE SOUTHEAST FROM THE COUNTY COURT HOUSE IN CANTON, ALONG
 CR0955'THE NORTHEAST SIDE OF STATE HIGHWAY NO.64, ON THE OUTSIDE OF A CURVE,
 CR0955'ABOUT 75 YARDS NORTHWEST OF A CONCRETE BRIDGE, 1 FOOT SOUTH WEST OF
 CR0955'THE NORTHEAST RIGHT-OF-WAY FENCE LINE, AND IN THE CREEK BOTTOMS ABOUT
 CR0955'8 FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK STAMPED V 965
 CR0955'RESET 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 CR0955
 CR0955                          STATION RECOVERY (1962)
 CR0955
 CR0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR0955'MARK NOT FOUND.
 CR0955
 CR0955                          STATION RECOVERY (1995)
 CR0955
 CR0955'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1563 ***********************************************************************
 BY1563  DESIGNATION -  V 966
 BY1563  PID         -  BY1563
 BY1563  STATE/COUNTY-  TX/HOUSTON
 BY1563  USGS QUAD   -  PENNINGTON (1963)
 BY1563
 BY1563                         *CURRENT SURVEY CONTROL
 BY1563  ___________________________________________________________________
 BY1563* NAD 83(1986)-  31 11 48.     (N)    095 14 58.     (W)     SCALED    
 BY1563* NAVD 88     -       107.27   (+/-2cm)     351.9    (feet)  VERTCON   
 BY1563  ___________________________________________________________________
 BY1563  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1563
 BY1563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1563
 BY1563.The horizontal coordinates were scaled from a topographic map and have
 BY1563.an estimated accuracy of +/- 6 seconds.
 BY1563
 BY1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1563.The vertical order pertains to the NGVD 29 superseded value.
 BY1563
 BY1563.The geoid height was determined by GEOID03.
 BY1563
 BY1563;                    North         East    Units  Estimated Accuracy
 BY1563;SPC TX C     - 3,180,680.    1,184,310.      MT  (+/- 180 meters Scaled)
 BY1563
 BY1563                          SUPERSEDED SURVEY CONTROL
 BY1563
 BY1563  NGVD 29 (??/??/92)  107.280  (m)          351.97   (f) ADJ UNCH    2 0
 BY1563
 BY1563.Superseded values are not recommended for survey control.
 BY1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1563.See file dsdata.txt to determine how the superseded data were derived.
 BY1563
 BY1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ856535(NAD 83)
 BY1563_MARKER: DB = BENCH MARK DISK
 BY1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1563_STAMPING: V 966 1948
 BY1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1563+STABILITY: SURFACE MOTION
 BY1563
 BY1563  HISTORY     - Date     Condition        Report By
 BY1563  HISTORY     - 1948     MONUMENTED       CGS
 BY1563  HISTORY     - 20050527 MARK NOT FOUND   USPSQD
 BY1563
 BY1563                          STATION DESCRIPTION
 BY1563
 BY1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1563'1.0 MI NW FROM PENNINGTON.
 BY1563'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE PENNINGTON BAPTIST
 BY1563'CHURCH AT PENNINGTON, AT A CHURCH, 350.0 FEET NORTH OF AND ACROSS THE
 BY1563'HIGHWAY FROM THE RESIDENCE OF M.C. WILLIAMS, 111.6 FEET SOUTHEAST OF
 BY1563'THE SOUTHEAST CORNER OF THE CHURCH, 75.8 FEET NORTH OF THE CENTER LINE
 BY1563'OF THE HIGHWAY, 17.0 FEET WEST OF A 40-INCH OAK TREE, 15.9 FEET EAST
 BY1563'OF A 36-INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1563'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY1563
 BY1563                          STATION RECOVERY (2005)
 BY1563
 BY1563'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 BY1563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0320 ***********************************************************************
 CS0320  DESIGNATION -  V 967
 CS0320  PID         -  CS0320
 CS0320  STATE/COUNTY-  TX/KAUFMAN
 CS0320  USGS QUAD   -  ROSSER (1963)
 CS0320
 CS0320                         *CURRENT SURVEY CONTROL
 CS0320  ___________________________________________________________________
 CS0320* NAD 83(1986)-  32 27 14.     (N)    096 27 56.     (W)     SCALED    
 CS0320* NAVD 88     -       105.517  (meters)     346.18   (feet)  ADJUSTED  
 CS0320  ___________________________________________________________________
 CS0320  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CS0320  DYNAMIC HT  -         105.398 (meters)     345.79  (feet)  COMP
 CS0320  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 CS0320
 CS0320  VERT ORDER  -  SECOND    CLASS 0
 CS0320
 CS0320.The horizontal coordinates were scaled from a topographic map and have
 CS0320.an estimated accuracy of +/- 6 seconds.
 CS0320
 CS0320.The orthometric height was determined by differential leveling
 CS0320.and adjusted by the National Geodetic Survey in June 1991..
 CS0320
 CS0320.The geoid height was determined by GEOID03.
 CS0320
 CS0320.The dynamic height is computed by dividing the NAVD 88
 CS0320.geopotential number by the normal gravity value computed on the
 CS0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0320.degrees latitude (g = 980.6199 gals.).
 CS0320
 CS0320.The modeled gravity was interpolated from observed gravity values.
 CS0320
 CS0320;                    North         East    Units  Estimated Accuracy
 CS0320;SPC TXNC     - 2,089,150.      791,260.      MT  (+/- 180 meters Scaled)
 CS0320
 CS0320                          SUPERSEDED SURVEY CONTROL
 CS0320
 CS0320  NGVD 29 (??/??/92)  105.526  (m)          346.21   (f) ADJ UNCH    2 0
 CS0320
 CS0320.Superseded values are not recommended for survey control.
 CS0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0320.See file dsdata.txt to determine how the superseded data were derived.
 CS0320
 CS0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA382935(NAD 83)
 CS0320_MARKER: DB = BENCH MARK DISK
 CS0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0320_STAMPING: V 967 1946
 CS0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0320+STABILITY: SURFACE MOTION
 CS0320
 CS0320  HISTORY     - Date     Condition        Report By
 CS0320  HISTORY     - 1946     MONUMENTED       CGS
 CS0320
 CS0320                          STATION DESCRIPTION
 CS0320
 CS0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0320'0.9 MI W FROM ROSSER.
 CS0320'TO REACH THE MARK FROM THE STATION OF THE ABANDONED TEXAS AND NEW
 CS0320'ORLEANS RAILROAD AT ROSSER GO 0.9 MILE WEST ALONG THE ABANDONED TRACKS
 CS0320'TO A CROSS FENCE, NORTHEAST OF A LIGHT POLE AT THE CROSSING OF THE
 CS0320'LIGHT LINE AND A LEVEL 45 FEET NORTHEAST OF A TELEPHONE POLE, 14 FEET
 CS0320'SOUTH OF A RIGHT-OF-WAY FENCE, 9 FEET SOUTH OF THE RAILROAD BED AND
 CS0320'LEVEL, 2 FEET WEST OF A 4/4 WHITE MARKER POST, 1 FOOT EAST OF A NORTH
 CS0320'AND SOUTH FENCE, AND PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1488 ***********************************************************************
 BY1488  DESIGNATION -  V 968
 BY1488  PID         -  BY1488
 BY1488  STATE/COUNTY-  TX/HOUSTON
 BY1488  USGS QUAD   -  KENNARD (1951)
 BY1488
 BY1488                         *CURRENT SURVEY CONTROL
 BY1488  ___________________________________________________________________
 BY1488* NAD 83(1986)-  31 17 45.     (N)    095 10 07.     (W)     SCALED    
 BY1488* NAVD 88     -       118.36   (+/-2cm)     388.3    (feet)  VERTCON   
 BY1488  ___________________________________________________________________
 BY1488  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY1488
 BY1488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1488
 BY1488.The horizontal coordinates were scaled from a topographic map and have
 BY1488.an estimated accuracy of +/- 6 seconds.
 BY1488
 BY1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1488.The vertical order pertains to the NGVD 29 superseded value.
 BY1488
 BY1488.The geoid height was determined by GEOID03.
 BY1488
 BY1488;                    North         East    Units  Estimated Accuracy
 BY1488;SPC TX C     - 3,192,010.    1,191,500.      MT  (+/- 180 meters Scaled)
 BY1488
 BY1488                          SUPERSEDED SURVEY CONTROL
 BY1488
 BY1488  NGVD 29 (??/??/92)  118.375  (m)          388.37   (f) ADJ UNCH    2 0
 BY1488
 BY1488.Superseded values are not recommended for survey control.
 BY1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1488.See file dsdata.txt to determine how the superseded data were derived.
 BY1488
 BY1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ935644(NAD 83)
 BY1488_MARKER: DB = BENCH MARK DISK
 BY1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1488_STAMPING: V 968 1948
 BY1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1488+STABILITY: SURFACE MOTION
 BY1488
 BY1488  HISTORY     - Date     Condition        Report By
 BY1488  HISTORY     - 1948     MONUMENTED       CGS
 BY1488
 BY1488                          STATION DESCRIPTION
 BY1488
 BY1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1488'4.55 MI SE FROM KENNARD.
 BY1488'4.55 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 25
 BY1488'FROM THE FARMERS GUARANTEE STATE BANK AT KENNARD, AT AN INTERSECTION
 BY1488'WITH NATIONAL FOREST HIGHWAY 27, 67.8 FEET SOUTHWEST OF THE CENTER
 BY1488'LINE OF NATIONAL FOREST HIGHWAY 25, 51.7 FEET NORTHWEST OF THE NORTH
 BY1488'END OF A 16-INCH CONCRETE TILE CULVERT, 36.0 FEET NORTH OF THE CENTER
 BY1488'LINE OF NATIONAL FOREST HIGHWAY 27, 1.8 FEET WEST OF A REFERENCE POST,
 BY1488'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY1488'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0406 ***********************************************************************
 CS0406  DESIGNATION -  V 969
 CS0406  PID         -  CS0406
 CS0406  STATE/COUNTY-  TX/KAUFMAN
 CS0406  USGS QUAD   -  GRAYS PRAIRIE (1978)
 CS0406
 CS0406                         *CURRENT SURVEY CONTROL
 CS0406  ___________________________________________________________________
 CS0406* NAD 83(1986)-  32 24 31.     (N)    096 18 34.     (W)     SCALED    
 CS0406* NAVD 88     -       128.225  (meters)     420.68   (feet)  ADJUSTED  
 CS0406  ___________________________________________________________________
 CS0406  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0406  DYNAMIC HT  -         128.080 (meters)     420.21  (feet)  COMP
 CS0406  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 CS0406
 CS0406  VERT ORDER  -  SECOND    CLASS 0
 CS0406
 CS0406.The horizontal coordinates were scaled from a topographic map and have
 CS0406.an estimated accuracy of +/- 6 seconds.
 CS0406
 CS0406.The orthometric height was determined by differential leveling
 CS0406.and adjusted by the National Geodetic Survey in June 1991..
 CS0406
 CS0406.The geoid height was determined by GEOID03.
 CS0406
 CS0406.The dynamic height is computed by dividing the NAVD 88
 CS0406.geopotential number by the normal gravity value computed on the
 CS0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0406.degrees latitude (g = 980.6199 gals.).
 CS0406
 CS0406.The modeled gravity was interpolated from observed gravity values.
 CS0406
 CS0406;                    North         East    Units  Estimated Accuracy
 CS0406;SPC TXNC     - 2,084,420.      806,040.      MT  (+/- 180 meters Scaled)
 CS0406
 CS0406                          SUPERSEDED SURVEY CONTROL
 CS0406
 CS0406  NGVD 29 (??/??/92)  128.235  (m)          420.72   (f) ADJ UNCH    2 0
 CS0406
 CS0406.Superseded values are not recommended for survey control.
 CS0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0406.See file dsdata.txt to determine how the superseded data were derived.
 CS0406
 CS0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA530889(NAD 83)
 CS0406_MARKER: DB = BENCH MARK DISK
 CS0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0406_STAMPING: V 969 1946
 CS0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0406+STABILITY: SURFACE MOTION
 CS0406
 CS0406  HISTORY     - Date     Condition        Report By
 CS0406  HISTORY     - 1946     MONUMENTED       CGS
 CS0406  HISTORY     - 1946     GOOD             NGS
 CS0406
 CS0406                          STATION DESCRIPTION
 CS0406
 CS0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0406'4.3 MI E FROM PEELTOWN.
 CS0406'4.3 MILES EAST ALONG A GRAVELED ROAD FROM THE PEELTOWN SCHOOL AT
 CS0406'PEELTOWN, 6.2 MILES SOUTHWEST OF KEMP, 38 FEET SOUTH OF AND LEVEL WITH
 CS0406'THE CENTERLINE OF THE ROAD, 54.5 FEET WEST OF A 12-INCH OAK TREE, 1.0
 CS0406'FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4-INCH MARKER POST. A
 CS0406'STANDARD DISK, STAMPED V 969 1946 AND SET IN THE TOP OF A CONCRETE
 CS0406'POST WHICH PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0002 ***********************************************************************
 DN0002  DESIGNATION -  V 97
 DN0002  PID         -  DN0002
 DN0002  STATE/COUNTY-  TX/GRAYSON
 DN0002  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0002
 DN0002                         *CURRENT SURVEY CONTROL
 DN0002  ___________________________________________________________________
 DN0002* NAD 83(1986)-  33 32 57.     (N)    096 24 00.     (W)     SCALED    
 DN0002* NAVD 88     -       238.582  (meters)     782.75   (feet)  ADJUSTED  
 DN0002  ___________________________________________________________________
 DN0002  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DN0002  DYNAMIC HT  -         238.325 (meters)     781.90  (feet)  COMP
 DN0002  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 DN0002
 DN0002  VERT ORDER  -  FIRST     CLASS II
 DN0002
 DN0002.The horizontal coordinates were scaled from a topographic map and have
 DN0002.an estimated accuracy of +/- 6 seconds.
 DN0002
 DN0002.The orthometric height was determined by differential leveling
 DN0002.and adjusted by the National Geodetic Survey in June 1991..
 DN0002
 DN0002.The geoid height was determined by GEOID03.
 DN0002
 DN0002.The dynamic height is computed by dividing the NAVD 88
 DN0002.geopotential number by the normal gravity value computed on the
 DN0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0002.degrees latitude (g = 980.6199 gals.).
 DN0002
 DN0002.The modeled gravity was interpolated from observed gravity values.
 DN0002
 DN0002;                    North         East    Units  Estimated Accuracy
 DN0002;SPC TXNC     - 2,210,700.      795,000.      MT  (+/- 180 meters Scaled)
 DN0002
 DN0002                          SUPERSEDED SURVEY CONTROL
 DN0002
 DN0002  NGVD 29 (??/??/92)  238.555  (m)          782.66   (f) ADJ UNCH    1 2
 DN0002
 DN0002.Superseded values are not recommended for survey control.
 DN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0002.See file dsdata.txt to determine how the superseded data were derived.
 DN0002
 DN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC413151(NAD 83)
 DN0002_MARKER: DB = BENCH MARK DISK
 DN0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0002_STAMPING: 782.659 V 97 1933
 DN0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0002+STABILITY: SURFACE MOTION
 DN0002
 DN0002  HISTORY     - Date     Condition        Report By
 DN0002  HISTORY     - 1933     MONUMENTED       CGS
 DN0002  HISTORY     - 1977     MARK NOT FOUND   USGS
 DN0002  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0002
 DN0002                          STATION DESCRIPTION
 DN0002
 DN0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0002'2.6 MI N FROM WHITWRIGHT.
 DN0002'2.6 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0002'WHITEWRIGHT, GRAYSON COUNTY, 1,750 FEET NORTH OF MILEPOST 679, 3-1/4
 DN0002'POLES SOUTH OF THE CANAAN SPUR LINE, 80 FEET NORTH OF A ROAD CROSSING,
 DN0002'AND 40 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED 782.659 V 97
 DN0002'1933 AND SET IN THE TOP OF A CONCRETE POST.
 DN0002
 DN0002                          STATION RECOVERY (1977)
 DN0002
 DN0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DN0002'MARK NOT FOUND.
 DN0002
 DN0002                          STATION RECOVERY (1986)
 DN0002
 DN0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1394 ***********************************************************************
 CS1394  DESIGNATION -  V 970
 CS1394  PID         -  CS1394
 CS1394  STATE/COUNTY-  TX/DALLAS
 CS1394  USGS QUAD   -  MESQUITE (1973)
 CS1394
 CS1394                         *CURRENT SURVEY CONTROL
 CS1394  ___________________________________________________________________
 CS1394* NAD 83(1986)-  32 51 42.     (N)    096 35 49.     (W)     SCALED    
 CS1394* NAVD 88     -       161.768  (meters)     530.73   (feet)  ADJUSTED  
 CS1394  ___________________________________________________________________
 CS1394  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CS1394  DYNAMIC HT  -         161.590 (meters)     530.15  (feet)  COMP
 CS1394  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 CS1394
 CS1394  VERT ORDER  -  SECOND    CLASS 0
 CS1394
 CS1394.The horizontal coordinates were scaled from a topographic map and have
 CS1394.an estimated accuracy of +/- 6 seconds.
 CS1394
 CS1394.The orthometric height was determined by differential leveling
 CS1394.and adjusted by the National Geodetic Survey in June 1991..
 CS1394
 CS1394.The geoid height was determined by GEOID03.
 CS1394
 CS1394.The dynamic height is computed by dividing the NAVD 88
 CS1394.geopotential number by the normal gravity value computed on the
 CS1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1394.degrees latitude (g = 980.6199 gals.).
 CS1394
 CS1394.The modeled gravity was interpolated from observed gravity values.
 CS1394
 CS1394;                    North         East    Units  Estimated Accuracy
 CS1394;SPC TXNC     - 2,134,130.      778,090.      MT  (+/- 180 meters Scaled)
 CS1394
 CS1394                          SUPERSEDED SURVEY CONTROL
 CS1394
 CS1394  NGVD 29 (??/??/92)  161.782  (m)          530.78   (f) ADJ UNCH    2 0
 CS1394
 CS1394.Superseded values are not recommended for survey control.
 CS1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1394.See file dsdata.txt to determine how the superseded data were derived.
 CS1394
 CS1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB248385(NAD 83)
 CS1394_MARKER: DB = BENCH MARK DISK
 CS1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1394_STAMPING: V 970 1946
 CS1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1394+STABILITY: SURFACE MOTION
 CS1394
 CS1394  HISTORY     - Date     Condition        Report By
 CS1394  HISTORY     - 1946     MONUMENTED       CGS
 CS1394  HISTORY     - 1958     GOOD             NGS
 CS1394  HISTORY     - 19910626 MARK NOT FOUND   USPSQD
 CS1394
 CS1394                          STATION DESCRIPTION
 CS1394
 CS1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1394'IN ROSE HILL.
 CS1394'0.9 MILE NORTH ALONG ROSE HILL ROAD FROM THE CHRISTIAN CHURCH AT ROSE
 CS1394'HILL, AT THE INTERSECTION OF OATES DRIVE, 47 FEET NORTHWEST OF THE
 CS1394'CENTERLINE OF THE FORMER REINHARDT-ROSE HILL ROAD, 36 FEET SOUTHWEST
 CS1394'OF THE CENTERLINE OF THE BELT LINE ROAD, 12 FEET NORTH OF A FENCE
 CS1394'CORNER, 1 FOOT NORTHEAST OF THE FENCE, 1 FOOT SOUTHEAST OF A WHITE
 CS1394'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  NOTE-- IT IS IN THE
 CS1394'NORTHWEST POINT OF THE JUNCTION OF OATES DRIVE AND ROSE HILL ROAD.
 CS1394
 CS1394                          STATION RECOVERY (1991)
 CS1394
 CS1394'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1397 ***********************************************************************
 BL1397  DESIGNATION -  V 973
 BL1397  PID         -  BL1397
 BL1397  STATE/COUNTY-  TX/SAN JACINTO
 BL1397  USGS QUAD   -  FOSTORIA (1997)
 BL1397
 BL1397                         *CURRENT SURVEY CONTROL
 BL1397  ___________________________________________________________________
 BL1397* NAD 83(1986)-  30 21 16.     (N)    095 11 48.     (W)     SCALED    
 BL1397* NAVD 88     -        55.28   (+/-2cm)     181.4    (feet)  VERTCON   
 BL1397  ___________________________________________________________________
 BL1397  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1397
 BL1397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1397
 BL1397.The horizontal coordinates were scaled from a topographic map and have
 BL1397.an estimated accuracy of +/- 6 seconds.
 BL1397
 BL1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1397.The vertical order pertains to the NGVD 29 superseded value.
 BL1397
 BL1397.The geoid height was determined by GEOID03.
 BL1397
 BL1397;                    North         East    Units  Estimated Accuracy
 BL1397;SPC TX C     - 3,087,640.    1,193,650.      MT  (+/- 180 meters Scaled)
 BL1397
 BL1397                          SUPERSEDED SURVEY CONTROL
 BL1397
 BL1397  NGVD 29 (??/??/92)   55.281  (m)          181.37   (f) ADJ UNCH    2 0
 BL1397
 BL1397.Superseded values are not recommended for survey control.
 BL1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1397.See file dsdata.txt to determine how the superseded data were derived.
 BL1397
 BL1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP888601(NAD 83)
 BL1397_MARKER: DB = BENCH MARK DISK
 BL1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1397_STAMPING: V 973 1947
 BL1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1397+STABILITY: SURFACE MOTION
 BL1397
 BL1397  HISTORY     - Date     Condition        Report By
 BL1397  HISTORY     - 1947     MONUMENTED       CGS
 BL1397
 BL1397                          STATION DESCRIPTION
 BL1397
 BL1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1397'4.7 MI NW FROM FOSTORIA.
 BL1397'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1397'FOSTORIA, THENCE 2.5 MILES NORTH ALONG A DIRT ROAD, APPROXIMATELY 95
 BL1397'YARDS SOUTHEAST OF A FARMHOUSE, 34.0 FEET WEST OF AND LEVEL WITH THE
 BL1397'CENTER LINE OF THE ROAD, 21.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 BL1397'FARM DRIVE, 11.2 FEET SOUTH OF A 24-INCH PINE TREE AND FENCE CORNER,
 BL1397'1.7 FEET EAST OF A FENCE AND 1.3 FEET SOUTH OF A REFERENCE POST, SET
 BL1397'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1109 ***********************************************************************
 BL1109  DESIGNATION -  V 974
 BL1109  PID         -  BL1109
 BL1109  STATE/COUNTY-  TX/SAN JACINTO
 BL1109  USGS QUAD   -  CAMILLA (1997)
 BL1109
 BL1109                         *CURRENT SURVEY CONTROL
 BL1109  ___________________________________________________________________
 BL1109* NAD 83(1986)-  30 33 21.     (N)    095 05 11.     (W)     SCALED    
 BL1109* NAVD 88     -        83.17   (+/-2cm)     272.9    (feet)  VERTCON   
 BL1109  ___________________________________________________________________
 BL1109  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1109
 BL1109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1109
 BL1109.The horizontal coordinates were scaled from a topographic map and have
 BL1109.an estimated accuracy of +/- 6 seconds.
 BL1109
 BL1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1109.The vertical order pertains to the NGVD 29 superseded value.
 BL1109
 BL1109.The geoid height was determined by GEOID03.
 BL1109
 BL1109;                    North         East    Units  Estimated Accuracy
 BL1109;SPC TX C     - 3,110,440.    1,203,180.      MT  (+/- 180 meters Scaled)
 BL1109
 BL1109                          SUPERSEDED SURVEY CONTROL
 BL1109
 BL1109  NGVD 29 (??/??/92)   83.173  (m)          272.88   (f) ADJ UNCH    2 0
 BL1109
 BL1109.Superseded values are not recommended for survey control.
 BL1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1109.See file dsdata.txt to determine how the superseded data were derived.
 BL1109
 BL1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP998822(NAD 83)
 BL1109_MARKER: DB = BENCH MARK DISK
 BL1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1109_SP_SET: CULVERT
 BL1109_STAMPING: V 974 1947
 BL1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1109
 BL1109  HISTORY     - Date     Condition        Report By
 BL1109  HISTORY     - 1947     MONUMENTED       CGS
 BL1109
 BL1109                          STATION DESCRIPTION
 BL1109
 BL1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1109'3.7 MI SE FROM COLDSPRING.
 BL1109'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1109'COLDSPRING, 33.0 FEET SOUTH OF AND 4.0 FEET LOWER THAN THE CENTER LINE
 BL1109'OF THE HIGHWAY, SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE
 BL1109'SOUTH HEADWALL OF A 4 X 4 FT. CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1029 ***********************************************************************
 BL1029  DESIGNATION -  V 975
 BL1029  PID         -  BL1029
 BL1029  STATE/COUNTY-  TX/WALKER
 BL1029  USGS QUAD   -  NEW WAVERLY (1976)
 BL1029
 BL1029                         *CURRENT SURVEY CONTROL
 BL1029  ___________________________________________________________________
 BL1029* NAD 83(1986)-  30 31 38.     (N)    095 24 26.     (W)     SCALED    
 BL1029* NAVD 88     -       113.52   (+/-2cm)     372.4    (feet)  VERTCON   
 BL1029  ___________________________________________________________________
 BL1029  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BL1029
 BL1029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1029
 BL1029.The horizontal coordinates were scaled from a topographic map and have
 BL1029.an estimated accuracy of +/- 6 seconds.
 BL1029
 BL1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1029.The vertical order pertains to the NGVD 29 superseded value.
 BL1029
 BL1029.The geoid height was determined by GEOID03.
 BL1029
 BL1029;                    North         East    Units  Estimated Accuracy
 BL1029;SPC TX C     - 3,105,860.    1,172,580.      MT  (+/- 180 meters Scaled)
 BL1029
 BL1029                          SUPERSEDED SURVEY CONTROL
 BL1029
 BL1029  NGVD 29 (??/??/92)  113.520  (m)          372.44   (f) ADJ UNCH    2 0
 BL1029
 BL1029.Superseded values are not recommended for survey control.
 BL1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1029.See file dsdata.txt to determine how the superseded data were derived.
 BL1029
 BL1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP690796(NAD 83)
 BL1029_MARKER: DB = BENCH MARK DISK
 BL1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1029_STAMPING: V 975 1947
 BL1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1029+STABILITY: SURFACE MOTION
 BL1029
 BL1029  HISTORY     - Date     Condition        Report By
 BL1029  HISTORY     - 1947     MONUMENTED       CGS
 BL1029
 BL1029                          STATION DESCRIPTION
 BL1029
 BL1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1029'4.8 MI E FROM NEW WAVERLY.
 BL1029'4.8 MILES EAST ALONG TEXAS STATE HIGHWAY 150 FROM THE RAILWAY STATION
 BL1029'AT NEW WAVERLY, ABOUT 65 YARDS EAST OF A CORRUGATED IRON CULVERT,
 BL1029'ABOUT 60 YARDS SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING TO THE
 BL1029'NORTHEAST, 49.0 FEET SOUTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF
 BL1029'THE HIGHWAY, 10.0 FEET EAST OF A POLE, 2.4 FEET NORTH OF A FENCE, 2.7
 BL1029'FEET WEST OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 BL1029'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0975 ***********************************************************************
 BL0975  DESIGNATION -  V 976
 BL0975  PID         -  BL0975
 BL0975  STATE/COUNTY-  TX/SAN JACINTO
 BL0975  USGS QUAD   -  STALEY (1972)
 BL0975
 BL0975                         *CURRENT SURVEY CONTROL
 BL0975  ___________________________________________________________________
 BL0975* NAD 83(1986)-  30 46 38.     (N)    095 18 22.     (W)     SCALED    
 BL0975* NAVD 88     -        93.55   (+/-2cm)     306.9    (feet)  VERTCON   
 BL0975  ___________________________________________________________________
 BL0975  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0975
 BL0975  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0975
 BL0975.The horizontal coordinates were scaled from a topographic map and have
 BL0975.an estimated accuracy of +/- 6 seconds.
 BL0975
 BL0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0975.The vertical order pertains to the NGVD 29 superseded value.
 BL0975
 BL0975.The geoid height was determined by GEOID03.
 BL0975
 BL0975;                    North         East    Units  Estimated Accuracy
 BL0975;SPC TX C     - 3,133,980.    1,181,020.      MT  (+/- 180 meters Scaled)
 BL0975
 BL0975                          SUPERSEDED SURVEY CONTROL
 BL0975
 BL0975  NGVD 29 (??/??/92)   93.555  (m)          306.94   (f) ADJ UNCH    2 0
 BL0975
 BL0975.Superseded values are not recommended for survey control.
 BL0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0975.See file dsdata.txt to determine how the superseded data were derived.
 BL0975
 BL0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ793071(NAD 83)
 BL0975_MARKER: DB = BENCH MARK DISK
 BL0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0975_STAMPING: V 976 1947
 BL0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0975+STABILITY: SURFACE MOTION
 BL0975
 BL0975  HISTORY     - Date     Condition        Report By
 BL0975  HISTORY     - 1947     MONUMENTED       CGS
 BL0975  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL0975
 BL0975                          STATION DESCRIPTION
 BL0975
 BL0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0975'3.1 MI NW FROM OAKHURST.
 BL0975'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0975'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO THE
 BL0975'JUNCTION WITH U. S. HIGHWAY NO. 190, THENCE 2.7 MILES NORTH ALONG A
 BL0975'GRADED DIRT ROAD, 87.0 FEET SOUTH OF THE EAST END OF A CORRUGATED IRON
 BL0975'PIPE CULVERT, 26.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 BL0975'WEST OF A FENCE, 2.0 FEET NORTH OF A REFERENCE POST, ABOUT 1 FOOT
 BL0975'ABOVE ROAD LEVEL, SET IN TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 BL0975'ABOVE THE GROUND.
 BL0975
 BL0975                          STATION RECOVERY (1961)
 BL0975
 BL0975'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0858 ***********************************************************************
 BL0858  DESIGNATION -  V 977
 BL0858  PID         -  BL0858
 BL0858  STATE/COUNTY-  TX/TRINITY
 BL0858  USGS QUAD   -  TRINITY WEST (1972)
 BL0858
 BL0858                         *CURRENT SURVEY CONTROL
 BL0858  ___________________________________________________________________
 BL0858* NAD 83(1986)-  30 57 29.     (N)    095 25 16.     (W)     SCALED    
 BL0858* NAVD 88     -        74.80   (+/-2cm)     245.4    (feet)  VERTCON   
 BL0858  ___________________________________________________________________
 BL0858  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL0858
 BL0858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0858
 BL0858.The horizontal coordinates were scaled from a topographic map and have
 BL0858.an estimated accuracy of +/- 6 seconds.
 BL0858
 BL0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0858.The vertical order pertains to the NGVD 29 superseded value.
 BL0858
 BL0858.The geoid height was determined by GEOID03.
 BL0858
 BL0858;                    North         East    Units  Estimated Accuracy
 BL0858;SPC TX C     - 3,153,520.    1,169,140.      MT  (+/- 180 meters Scaled)
 BL0858
 BL0858                          SUPERSEDED SURVEY CONTROL
 BL0858
 BL0858  NGVD 29 (??/??/92)   74.80   (m)          245.4    (f) COMPUTED    2 0
 BL0858
 BL0858.Superseded values are not recommended for survey control.
 BL0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0858.See file dsdata.txt to determine how the superseded data were derived.
 BL0858
 BL0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ687274(NAD 83)
 BL0858_MARKER: DB = BENCH MARK DISK
 BL0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0858_STAMPING: V 977 1947
 BL0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0858+STABILITY: SURFACE MOTION
 BL0858
 BL0858  HISTORY     - Date     Condition        Report By
 BL0858  HISTORY     - 1947     MONUMENTED       CGS
 BL0858  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0858
 BL0858                          STATION DESCRIPTION
 BL0858
 BL0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0858'3.1 MI W FROM TRINITY.
 BL0858'3.1 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL0858'TRINITY, AT THE JUNCTION WITH A ROAD LEADING NORTH, AT THE TOP OF A
 BL0858'HILL, 89 FEET SOUTHEAST OF THE JUNCTION OF THE CENTER LINES OF THE TWO
 BL0858'ROADS, 28 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 2
 BL0858'FEET EAST OF A 4X4 MARKER POST, 1 FOOT NORTH OF THE SOUTH RIGHT OF WAY
 BL0858'FENCE, 1 FOOT BELOW THE ROAD, A BRONZE DISK SET IN THE TOP OF A
 BL0858'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BL0858
 BL0858                          STATION RECOVERY (1996)
 BL0858
 BL0858'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0859 ***********************************************************************
 BL0859  DESIGNATION -  V 977 RESET 1951
 BL0859  PID         -  BL0859
 BL0859  STATE/COUNTY-  TX/TRINITY
 BL0859  USGS QUAD   -  TRINITY WEST (1972)
 BL0859
 BL0859                         *CURRENT SURVEY CONTROL
 BL0859  ___________________________________________________________________
 BL0859* NAD 83(1986)-  30 57 29.     (N)    095 25 16.     (W)     SCALED    
 BL0859* NAVD 88     -        74.73   (+/-2cm)     245.2    (feet)  VERTCON   
 BL0859  ___________________________________________________________________
 BL0859  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL0859
 BL0859  VERT ORDER  -  THIRD (See Below)
 BL0859
 BL0859.The horizontal coordinates were scaled from a topographic map and have
 BL0859.an estimated accuracy of +/- 6 seconds.
 BL0859
 BL0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0859.The vertical order pertains to the NGVD 29 superseded value.
 BL0859
 BL0859.The geoid height was determined by GEOID03.
 BL0859
 BL0859;                    North         East    Units  Estimated Accuracy
 BL0859;SPC TX C     - 3,153,520.    1,169,140.      MT  (+/- 180 meters Scaled)
 BL0859
 BL0859                          SUPERSEDED SURVEY CONTROL
 BL0859
 BL0859  NGVD 29 (??/??/??)   74.74   (m)          245.2    (f) RESET       3  
 BL0859
 BL0859.Superseded values are not recommended for survey control.
 BL0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0859.See file dsdata.txt to determine how the superseded data were derived.
 BL0859
 BL0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ687274(NAD 83)
 BL0859_MARKER: DD = SURVEY DISK
 BL0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0859_STAMPING: RESET V 977 1951
 BL0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0859+STABILITY: SURFACE MOTION
 BL0859
 BL0859  HISTORY     - Date     Condition        Report By
 BL0859  HISTORY     - 1951     MONUMENTED       TXHD
 BL0859  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0859
 BL0859                          STATION DESCRIPTION
 BL0859
 BL0859'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 BL0859'3.05 MI W FROM TRINITY.
 BL0859'3.0 MILES WEST ALONG STATE HIGHWAY FM 287, AT THE JUNCTION OF A ROAD
 BL0859'LEADING NORTH, AT THE TOP OF A HILL, 98 FEET SOUTHEAST OF THE JUNCTION
 BL0859'OF THE TWO CENTERLINES, 40 FEET SOUTH OF THE CENTERLINE OF FM 287, 5
 BL0859'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, A BRONZE DISK SET IN THE TOP OF
 BL0859'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 BL0859
 BL0859                          STATION RECOVERY (1996)
 BL0859
 BL0859'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1895 ***********************************************************************
 BY1895  DESIGNATION -  V 978
 BY1895  PID         -  BY1895
 BY1895  STATE/COUNTY-  TX/HOUSTON
 BY1895  USGS QUAD   -  AUSTONIO (1972)
 BY1895
 BY1895                         *CURRENT SURVEY CONTROL
 BY1895  ___________________________________________________________________
 BY1895* NAD 83(1986)-  31 14 51.     (N)    095 37 59.     (W)     SCALED    
 BY1895* NAVD 88     -        88.08   (+/-2cm)     289.0    (feet)  VERTCON   
 BY1895  ___________________________________________________________________
 BY1895  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1895
 BY1895  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1895
 BY1895.The horizontal coordinates were scaled from a topographic map and have
 BY1895.an estimated accuracy of +/- 6 seconds.
 BY1895
 BY1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1895.The vertical order pertains to the NGVD 29 superseded value.
 BY1895
 BY1895.The geoid height was determined by GEOID03.
 BY1895
 BY1895;                    North         East    Units  Estimated Accuracy
 BY1895;SPC TX C     - 3,184,700.    1,147,550.      MT  (+/- 180 meters Scaled)
 BY1895
 BY1895                          SUPERSEDED SURVEY CONTROL
 BY1895
 BY1895  NGVD 29 (??/??/92)   88.084  (m)          288.99   (f) ADJ UNCH    2 0
 BY1895
 BY1895.Superseded values are not recommended for survey control.
 BY1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1895.See file dsdata.txt to determine how the superseded data were derived.
 BY1895
 BY1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ492600(NAD 83)
 BY1895_MARKER: DB = BENCH MARK DISK
 BY1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1895_STAMPING: V 978 1947
 BY1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1895+STABILITY: SURFACE MOTION
 BY1895
 BY1895  HISTORY     - Date     Condition        Report By
 BY1895  HISTORY     - 1947     MONUMENTED       CGS
 BY1895
 BY1895                          STATION DESCRIPTION
 BY1895
 BY1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1895'2.3 MI SW FROM PORTER SPRINGS.
 BY1895'2.3 MILES SOUTHWEST ALONG A GRAVEL AND DIRT ROAD FROM THE PORTER
 BY1895'SPRINGS SCHOOL AT PORTER SPRINGS, AT THE JUNCTION OF A DIRT ROAD
 BY1895'LEADING SOUTH, 53.0 FEET SOUTHEAST OF THE CENTER OF THE
 BY1895'SOUTHWEST-NORTHEAST ROAD, 45.0 FEET EAST OF THE CENTER OF THE ROAD
 BY1895'LEADING SOUTH, 11.5 FEET EAST OF A FENCE CORNER POST, 2.0 FEET SOUTH
 BY1895'OF A REFERENCE POST, SET IN A CONCRETE POST DIRECTLY UNDER THE WIRES
 BY1895'AND IN LINE WITH THE POLES OF AN R E A CO-OP POWER LINE, ABOUT 3 FEET
 BY1895'ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1738 ***********************************************************************
 BL1738  DESIGNATION -  V 979
 BL1738  PID         -  BL1738
 BL1738  STATE/COUNTY-  TX/MADISON
 BL1738  USGS QUAD   -  BAKER LAKE (1972)
 BL1738
 BL1738                         *CURRENT SURVEY CONTROL
 BL1738  ___________________________________________________________________
 BL1738* NAD 83(1986)-  30 57 47.     (N)    095 42 34.     (W)     SCALED    
 BL1738* NAVD 88     -        75.12   (+/-2cm)     246.5    (feet)  VERTCON   
 BL1738  ___________________________________________________________________
 BL1738  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BL1738
 BL1738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1738
 BL1738.The horizontal coordinates were scaled from a topographic map and have
 BL1738.an estimated accuracy of +/- 6 seconds.
 BL1738
 BL1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1738.The vertical order pertains to the NGVD 29 superseded value.
 BL1738
 BL1738.The geoid height was determined by GEOID03.
 BL1738
 BL1738;                    North         East    Units  Estimated Accuracy
 BL1738;SPC TX C     - 3,152,890.    1,141,590.      MT  (+/- 180 meters Scaled)
 BL1738
 BL1738                          SUPERSEDED SURVEY CONTROL
 BL1738
 BL1738  NGVD 29 (??/??/92)   75.125  (m)          246.47   (f) ADJ UNCH    2 0
 BL1738
 BL1738.Superseded values are not recommended for survey control.
 BL1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1738.See file dsdata.txt to determine how the superseded data were derived.
 BL1738
 BL1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ411286(NAD 83)
 BL1738_MARKER: DB = BENCH MARK DISK
 BL1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1738_STAMPING: V 979 1947
 BL1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1738+STABILITY: SURFACE MOTION
 BL1738
 BL1738  HISTORY     - Date     Condition        Report By
 BL1738  HISTORY     - 1947     MONUMENTED       CGS
 BL1738  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1738
 BL1738                          STATION DESCRIPTION
 BL1738
 BL1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1738'5.4 MI SE FROM MIDWAY.
 BL1738'5.4 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1738'AT MIDWAY, AT THE MAIN ENTRANCE TO THE HEADQUARTERS OF THE FERGUSON
 BL1738'STATE PRISON FARM, 46.0 FEET EAST OF THE CENTER OF THE MAIN ROAD, 25.5
 BL1738'FEET NORTH OF THE CENTER OF A CATTLE GUARD WHICH IS ACROSS THE
 BL1738'ENTRANCE ROAD LEADING EAST TO THE PRISON FARM HEADQUARTERS, 1.8 FOOT
 BL1738'SOUTH OF A REFERENCE POST, 0.3 FOOT WEST OF THE EAST RIGHT OF WAY
 BL1738'FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BL1738'PROJECTING 0.1 FOOT.
 BL1738
 BL1738                          STATION RECOVERY (1996)
 BL1738
 BL1738'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0619 ***********************************************************************
 BY0619  DESIGNATION -  V 98
 BY0619  PID         -  BY0619
 BY0619  STATE/COUNTY-  TX/ANGELINA
 BY0619  USGS QUAD   -  ZAVALLA (1984)
 BY0619
 BY0619                         *CURRENT SURVEY CONTROL
 BY0619  ___________________________________________________________________
 BY0619* NAD 83(1986)-  31 10 53.     (N)    094 26 22.     (W)     SCALED    
 BY0619* NAVD 88     -        71.77   (+/-2cm)     235.5    (feet)  VERTCON   
 BY0619  ___________________________________________________________________
 BY0619  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BY0619
 BY0619  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0619
 BY0619.The horizontal coordinates were scaled from a topographic map and have
 BY0619.an estimated accuracy of +/- 6 seconds.
 BY0619
 BY0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0619.The vertical order pertains to the NGVD 29 superseded value.
 BY0619
 BY0619.The geoid height was determined by GEOID03.
 BY0619
 BY0619;                    North         East    Units  Estimated Accuracy
 BY0619;SPC TX C     - 3,182,790.    1,261,500.      MT  (+/- 180 meters Scaled)
 BY0619
 BY0619                          SUPERSEDED SURVEY CONTROL
 BY0619
 BY0619  NGVD 29 (??/??/92)   71.793  (m)          235.54   (f) ADJ UNCH    2 0
 BY0619
 BY0619.Superseded values are not recommended for survey control.
 BY0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0619.See file dsdata.txt to determine how the superseded data were derived.
 BY0619
 BY0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ628505(NAD 83)
 BY0619_MARKER: DB = BENCH MARK DISK
 BY0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0619_STAMPING: V 98 1952
 BY0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0619+STABILITY: SURFACE MOTION
 BY0619
 BY0619  HISTORY     - Date     Condition        Report By
 BY0619  HISTORY     - 1952     MONUMENTED       CGS
 BY0619
 BY0619                          STATION DESCRIPTION
 BY0619
 BY0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0619'1.7 MI NW FROM ZAVALLA.
 BY0619'1.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0619'STATION AT ZAVALLA, 149 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 128 FEET
 BY0619'WEST OF MILEPOST 116, 70 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 BY0619'HIGHWAY 69, 28 FEET SOUTHWEST OF A 16 INCH PINE TREE, 21 FEET
 BY0619'SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHWEST, 1.4
 BY0619'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0619'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1020 ***********************************************************************
 BL1020  DESIGNATION -  V 981
 BL1020  PID         -  BL1020
 BL1020  STATE/COUNTY-  TX/SAN JACINTO
 BL1020  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1020
 BL1020                         *CURRENT SURVEY CONTROL
 BL1020  ___________________________________________________________________
 BL1020* NAD 83(1986)-  30 42 34.     (N)    095 10 52.     (W)     SCALED    
 BL1020* NAVD 88     -        43.62   (+/-2cm)     143.1    (feet)  VERTCON   
 BL1020  ___________________________________________________________________
 BL1020  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL1020
 BL1020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1020
 BL1020.The horizontal coordinates were scaled from a topographic map and have
 BL1020.an estimated accuracy of +/- 6 seconds.
 BL1020
 BL1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1020.The vertical order pertains to the NGVD 29 superseded value.
 BL1020
 BL1020.The geoid height was determined by GEOID03.
 BL1020
 BL1020;                    North         East    Units  Estimated Accuracy
 BL1020;SPC TX C     - 3,127,020.    1,193,320.      MT  (+/- 180 meters Scaled)
 BL1020
 BL1020                          SUPERSEDED SURVEY CONTROL
 BL1020
 BL1020  NGVD 29 (??/??/92)   43.639  (m)          143.17   (f) ADJ UNCH    2 0
 BL1020
 BL1020.Superseded values are not recommended for survey control.
 BL1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1020.See file dsdata.txt to determine how the superseded data were derived.
 BL1020
 BL1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP911994(NAD 83)
 BL1020_MARKER: DB = BENCH MARK DISK
 BL1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1020_SP_SET: CULVERT
 BL1020_STAMPING: V 981 1947
 BL1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1020
 BL1020  HISTORY     - Date     Condition        Report By
 BL1020  HISTORY     - 1947     MONUMENTED       CGS
 BL1020
 BL1020                          STATION DESCRIPTION
 BL1020
 BL1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1020'3.3 MI SE FROM POINT BLANK.
 BL1020'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE AT
 BL1020'POINT BLANK, 15.4 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1020'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A 3
 BL1020'COMPARTMENT CONCRETE CULVERT, 1.7 FEET NORTH OF THE SOUTH END OF THE
 BL1020'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1086 ***********************************************************************
 BL1086  DESIGNATION -  V 982
 BL1086  PID         -  BL1086
 BL1086  STATE/COUNTY-  TX/WALKER
 BL1086  USGS QUAD   -  OAKHURST (1972)
 BL1086
 BL1086                         *CURRENT SURVEY CONTROL
 BL1086  ___________________________________________________________________
 BL1086* NAD 83(1986)-  30 40 46.     (N)    095 21 23.     (W)     SCALED    
 BL1086* NAVD 88     -       122.80   (+/-2cm)     402.9    (feet)  VERTCON   
 BL1086  ___________________________________________________________________
 BL1086  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL1086
 BL1086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1086
 BL1086.The horizontal coordinates were scaled from a topographic map and have
 BL1086.an estimated accuracy of +/- 6 seconds.
 BL1086
 BL1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1086.The vertical order pertains to the NGVD 29 superseded value.
 BL1086
 BL1086.The geoid height was determined by GEOID03.
 BL1086
 BL1086;                    North         East    Units  Estimated Accuracy
 BL1086;SPC TX C     - 3,122,940.    1,176,690.      MT  (+/- 180 meters Scaled)
 BL1086
 BL1086                          SUPERSEDED SURVEY CONTROL
 BL1086
 BL1086  NGVD 29 (??/??/92)  122.811  (m)          402.92   (f) ADJ UNCH    2 0
 BL1086
 BL1086.Superseded values are not recommended for survey control.
 BL1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1086.See file dsdata.txt to determine how the superseded data were derived.
 BL1086
 BL1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP742964(NAD 83)
 BL1086_MARKER: DB = BENCH MARK DISK
 BL1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1086_STAMPING: V 982 1947
 BL1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1086+STABILITY: SURFACE MOTION
 BL1086
 BL1086  HISTORY     - Date     Condition        Report By
 BL1086  HISTORY     - 1947     MONUMENTED       CGS
 BL1086
 BL1086                          STATION DESCRIPTION
 BL1086
 BL1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1086'6.3 MI SE FROM PHELPS.
 BL1086'1.6 MILES EAST ALONG A GRADED DIRT ROAD FROM THE INTERNATIONAL AND
 BL1086'GREAT NORTHERN RAILROAD STATION AT PHELPS TO A ROAD FORKS, THENCE 3.7
 BL1086'MILES EAST ALONG THE RIGHT FORK TO A JUNCTION WITH SAM HOUSTON
 BL1086'NATIONAL FOREST ROAD 202, THENCE 1.0 MILE SOUTH ALONG SAM HOUSTON
 BL1086'NATIONAL FOREST ROAD 202, 32.6 FEET SOUTHEAST OF A 24 INCH OAK TREE,
 BL1086'30.0 FEET WEST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BL1086'ROAD, 14.0 FEET EAST OF A 10 INCH PINE TREE, 13.0 FEET SOUTHWEST OF AN
 BL1086'18 INCH PINE TREE, 3.0 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 BL1086'A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1953 ***********************************************************************
 BY1953  DESIGNATION -  V 983
 BY1953  PID         -  BY1953
 BY1953  STATE/COUNTY-  TX/HOUSTON
 BY1953  USGS QUAD   -  SAND RIDGE (1972)
 BY1953
 BY1953                         *CURRENT SURVEY CONTROL
 BY1953  ___________________________________________________________________
 BY1953* NAD 83(1986)-  31 05 46.     (N)    095 41 19.     (W)     SCALED    
 BY1953* NAVD 88     -        49.32   (+/-2cm)     161.8    (feet)  VERTCON   
 BY1953  ___________________________________________________________________
 BY1953  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1953
 BY1953  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1953
 BY1953.The horizontal coordinates were scaled from a topographic map and have
 BY1953.an estimated accuracy of +/- 6 seconds.
 BY1953
 BY1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1953.The vertical order pertains to the NGVD 29 superseded value.
 BY1953
 BY1953.The geoid height was determined by GEOID03.
 BY1953
 BY1953;                    North         East    Units  Estimated Accuracy
 BY1953;SPC TX C     - 3,167,710.    1,142,970.      MT  (+/- 180 meters Scaled)
 BY1953
 BY1953                          SUPERSEDED SURVEY CONTROL
 BY1953
 BY1953  NGVD 29 (??/??/92)   49.32   (m)          161.8    (f) COMPUTED    2 0
 BY1953
 BY1953.Superseded values are not recommended for survey control.
 BY1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1953.See file dsdata.txt to determine how the superseded data were derived.
 BY1953
 BY1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ435433(NAD 83)
 BY1953_MARKER: DB = BENCH MARK DISK
 BY1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1953_STAMPING: V 983 1947
 BY1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1953+STABILITY: SURFACE MOTION
 BY1953
 BY1953  HISTORY     - Date     Condition        Report By
 BY1953  HISTORY     - 1947     MONUMENTED       CGS
 BY1953  HISTORY     - 1957     GOOD             TXHD
 BY1953
 BY1953                          STATION DESCRIPTION
 BY1953
 BY1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1953'0.65 MI S FROM SAND RIDGE.
 BY1953'0.65 MILE SOUTH ALONG STATE HIGHWAY NO. 21 FROM THE MURRAY FARMS
 BY1953'HEADQUARTERS NO. 1 AT SAND RIDGE, ON TOP OF THE EAST END OF THE DIRT
 BY1953'LEVEE ALONG THE SOUTH BANK OF A CREEK, 100.0 FEET SOUTHWEST OF THE
 BY1953'SOUTHWEST CORNER OF A WOODEN BRIDGE OVER THE CREEK, 78.0 FEET WEST OF
 BY1953'THE CENTER OF THE HIGHWAY, 2.0 FEET NORTH OF A REFERENCE POST, SET IN
 BY1953'A CONCRETE POST ABOUT 3 FEET ABOVE THE HIGHWAY AND PROJECTING 0.1
 BY1953'FOOT.  NOTE-- THIS BENCH MARK WAS TO BE REMOVED BY THE NEW HIGHWAY
 BY1953'CONSTRUCTION.
 BY1953
 BY1953                          STATION RECOVERY (1957)
 BY1953
 BY1953'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1957
 BY1953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1954 ***********************************************************************
 BY1954  DESIGNATION -  V 983 RESET 1957
 BY1954  PID         -  BY1954
 BY1954  STATE/COUNTY-  TX/HOUSTON
 BY1954  USGS QUAD   -  SAND RIDGE (1972)
 BY1954
 BY1954                         *CURRENT SURVEY CONTROL
 BY1954  ___________________________________________________________________
 BY1954* NAD 83(1986)-  31 05 45.     (N)    095 41 19.     (W)     SCALED    
 BY1954* NAVD 88     -        47.22   (+/-2cm)     154.9    (feet)  VERTCON   
 BY1954  ___________________________________________________________________
 BY1954  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1954
 BY1954  VERT ORDER  -  THIRD (See Below)
 BY1954
 BY1954.The horizontal coordinates were scaled from a topographic map and have
 BY1954.an estimated accuracy of +/- 6 seconds.
 BY1954
 BY1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1954.The vertical order pertains to the NGVD 29 superseded value.
 BY1954
 BY1954.The geoid height was determined by GEOID03.
 BY1954
 BY1954;                    North         East    Units  Estimated Accuracy
 BY1954;SPC TX C     - 3,167,680.    1,142,970.      MT  (+/- 180 meters Scaled)
 BY1954
 BY1954                          SUPERSEDED SURVEY CONTROL
 BY1954
 BY1954  NGVD 29 (??/??/??)   47.23   (m)          155.0    (f) RESET       3  
 BY1954
 BY1954.Superseded values are not recommended for survey control.
 BY1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1954.See file dsdata.txt to determine how the superseded data were derived.
 BY1954
 BY1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ435433(NAD 83)
 BY1954_MARKER: DB = BENCH MARK DISK
 BY1954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1954_SP_SET: CULVERT
 BY1954_STAMPING: V 983 RESET 1957
 BY1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1954
 BY1954  HISTORY     - Date     Condition        Report By
 BY1954  HISTORY     - 1957     MONUMENTED       TXHD
 BY1954  HISTORY     - 1958     GOOD             TXHD
 BY1954
 BY1954                          STATION DESCRIPTION
 BY1954
 BY1954'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 BY1954'0.65 MI S FROM SAND RIDGE.
 BY1954'0.65 MILE SOUTH ALONG STATE HIGHWAY 21 FROM 7-J STOCK FARM
 BY1954'HEADQUARTERS AT SAND RIDGE, 150 FEET SOUTH OF CREEK AND 88 FEET WEST
 BY1954'OF THE CENTER OF THE HIGHWAY.  250 FEET SOUTHWEST OF THE SOUTHWEST
 BY1954'CORNER OF A CONCRETE CULVERT, AND 16 FEET SOUTHWEST OF A CONCRETE
 BY1954'RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1802 ***********************************************************************
 BL1802  DESIGNATION -  V 984
 BL1802  PID         -  BL1802
 BL1802  STATE/COUNTY-  TX/WALKER
 BL1802  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1802
 BL1802                         *CURRENT SURVEY CONTROL
 BL1802  ___________________________________________________________________
 BL1802* NAD 83(1986)-  30 49 36.     (N)    095 31 17.     (W)     SCALED    
 BL1802* NAVD 88     -        75.31   (+/-2cm)     247.1    (feet)  VERTCON   
 BL1802  ___________________________________________________________________
 BL1802  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BL1802
 BL1802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1802
 BL1802.The horizontal coordinates were scaled from a topographic map and have
 BL1802.an estimated accuracy of +/- 6 seconds.
 BL1802
 BL1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1802.The vertical order pertains to the NGVD 29 superseded value.
 BL1802
 BL1802.The geoid height was determined by GEOID03.
 BL1802
 BL1802;                    North         East    Units  Estimated Accuracy
 BL1802;SPC TX C     - 3,138,550.    1,160,190.      MT  (+/- 180 meters Scaled)
 BL1802
 BL1802                          SUPERSEDED SURVEY CONTROL
 BL1802
 BL1802  NGVD 29 (??/??/92)   75.318  (m)          247.11   (f) ADJ UNCH    2 0
 BL1802
 BL1802.Superseded values are not recommended for survey control.
 BL1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1802.See file dsdata.txt to determine how the superseded data were derived.
 BL1802
 BL1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ588131(NAD 83)
 BL1802_MARKER: DB = BENCH MARK DISK
 BL1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1802_STAMPING: V 984 1947
 BL1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1802+STABILITY: SURFACE MOTION
 BL1802
 BL1802  HISTORY     - Date     Condition        Report By
 BL1802  HISTORY     - 1947     MONUMENTED       CGS
 BL1802  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1802
 BL1802                          STATION DESCRIPTION
 BL1802
 BL1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1802'7.25 MI N FROM HUNTSVILLE.
 BL1802'1.8 MILE NORTH ALONG A FARM TO MARKET ROAD AND 5.45 MILES NORTH ALONG
 BL1802'A GRAVEL AND DIRT ROAD FROM THE HIGH SCHOOL AT HUNTSVILLE, AT THE
 BL1802'JUNCTION OF A DIRT ROAD LEADING EAST, 44.0 FEET EAST OF THE CENTER OF
 BL1802'THE MAIN ROAD, 24.0 FEET NORTH OF THE CENTER OF THE ROAD LEADING EAST,
 BL1802'3.5 FEET NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 BL1802'SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 BL1802
 BL1802                          STATION RECOVERY (1996)
 BL1802
 BL1802'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1670 ***********************************************************************
 BY1670  DESIGNATION -  V 985
 BY1670  PID         -  BY1670
 BY1670  STATE/COUNTY-  TX/LEON
 BY1670  USGS QUAD   -  FLO (1964)
 BY1670
 BY1670                         *CURRENT SURVEY CONTROL
 BY1670  ___________________________________________________________________
 BY1670* NAD 83(1986)-  31 29 21.     (N)    096 00 00.     (W)     SCALED    
 BY1670* NAVD 88     -        78.20   (+/-2cm)     256.6    (feet)  VERTCON   
 BY1670  ___________________________________________________________________
 BY1670  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BY1670
 BY1670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1670
 BY1670.The horizontal coordinates were scaled from a topographic map and have
 BY1670.an estimated accuracy of +/- 6 seconds.
 BY1670
 BY1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1670.The vertical order pertains to the NGVD 29 superseded value.
 BY1670
 BY1670.The geoid height was determined by GEOID03.
 BY1670
 BY1670;                    North         East    Units  Estimated Accuracy
 BY1670;SPC TX C     - 3,210,050.    1,111,590.      MT  (+/- 180 meters Scaled)
 BY1670
 BY1670                          SUPERSEDED SURVEY CONTROL
 BY1670
 BY1670  NGVD 29 (??/??/92)   78.169  (m)          256.46   (f) ADJ UNCH    2 0
 BY1670
 BY1670.Superseded values are not recommended for survey control.
 BY1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1670.See file dsdata.txt to determine how the superseded data were derived.
 BY1670
 BY1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV849877(NAD 83)
 BY1670_MARKER: DB = BENCH MARK DISK
 BY1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1670_STAMPING: V 985 1947
 BY1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1670+STABILITY: SURFACE MOTION
 BY1670
 BY1670  HISTORY     - Date     Condition        Report By
 BY1670  HISTORY     - 1947     MONUMENTED       CGS
 BY1670
 BY1670                          STATION DESCRIPTION
 BY1670
 BY1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1670'4.1 MI NE FROM BUFFALO.
 BY1670'ABOUT 4.1 MILES NORTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN
 BY1670'RAILROAD FROM THE STATION AT BUFFALO TO THE SITE OF THE BENCH MARK.
 BY1670'THE MARK IS ABOUT 2 POLES WEST OF MILEPOST 30/20, ABOUT 108 YARDS
 BY1670'NORTHEAST OF A RAILWAY SIGNAL CONTROL BOX, 31 FEET NORTH OF AND 2 FEET
 BY1670'LOWER THAN THE CENTER LINE OF THE TRACK, 24 FEET SOUTH OF A
 BY1670'RIGHT-OF-WAY FENCE, 8 FEET SOUTHWEST OF A POLE, AND 3 FEET SOUTHWEST
 BY1670'OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 BY1670'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1068 ***********************************************************************
 BL1068  DESIGNATION -  V 986
 BL1068  PID         -  BL1068
 BL1068  STATE/COUNTY-  TX/POLK
 BL1068  USGS QUAD   -  BLANCHARD (1972)
 BL1068
 BL1068                         *CURRENT SURVEY CONTROL
 BL1068  ___________________________________________________________________
 BL1068* NAD 83(1986)-  30 40 31.     (N)    095 05 06.     (W)     SCALED    
 BL1068* NAVD 88     -        31.47   (+/-2cm)     103.2    (feet)  VERTCON   
 BL1068  ___________________________________________________________________
 BL1068  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1068
 BL1068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1068
 BL1068.The horizontal coordinates were scaled from a topographic map and have
 BL1068.an estimated accuracy of +/- 6 seconds.
 BL1068
 BL1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1068.The vertical order pertains to the NGVD 29 superseded value.
 BL1068
 BL1068.The geoid height was determined by GEOID03.
 BL1068
 BL1068;                    North         East    Units  Estimated Accuracy
 BL1068;SPC TX C     - 3,123,670.    1,202,690.      MT  (+/- 180 meters Scaled)
 BL1068
 BL1068                          SUPERSEDED SURVEY CONTROL
 BL1068
 BL1068  NGVD 29 (??/??/92)   31.493  (m)          103.32   (f) ADJ UNCH    2 0
 BL1068
 BL1068.Superseded values are not recommended for survey control.
 BL1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1068.See file dsdata.txt to determine how the superseded data were derived.
 BL1068
 BL1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP002954(NAD 83)
 BL1068_MARKER: DB = BENCH MARK DISK
 BL1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1068_STAMPING: V 986 1947
 BL1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1068+STABILITY: SURFACE MOTION
 BL1068
 BL1068  HISTORY     - Date     Condition        Report By
 BL1068  HISTORY     - 1947     MONUMENTED       CGS
 BL1068
 BL1068                          STATION DESCRIPTION
 BL1068
 BL1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1068'5.3 MI S FROM BLANCHARD.
 BL1068'0.2 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL1068'BLANCHARD, THENCE 2.5 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 BL1068'MILES SOUTH ALONG A GRADED DIRT ROAD, 100 YARDS SOUTHWEST OF JARVIS
 BL1068'CHURCH, 69.0 FEET EAST OF A FENCE CORNER, 50.5 FEET EAST OF A 40 INCH
 BL1068'GUM TREE, 31.5 FEET WEST OF AN 18 INCH OAK TREE, 19.8 FEET EAST OF THE
 BL1068'EAST END OF A BOARD GATE, 18.5 FEET NORTH OF AND LEVEL WITH THE CENTER
 BL1068'LINE OF AN EAST AND WEST ROAD, 1.9 FEET NORTH OF A FENCE, 1.6 FEET
 BL1068'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1068'PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1097 ***********************************************************************
 BL1097  DESIGNATION -  V 987
 BL1097  PID         -  BL1097
 BL1097  STATE/COUNTY-  TX/WALKER
 BL1097  USGS QUAD   -  OAKHURST (1972)
 BL1097
 BL1097                         *CURRENT SURVEY CONTROL
 BL1097  ___________________________________________________________________
 BL1097* NAD 83(1986)-  30 38 28.     (N)    095 22 26.     (W)     SCALED    
 BL1097* NAVD 88     -       107.96   (+/-2cm)     354.2    (feet)  VERTCON   
 BL1097  ___________________________________________________________________
 BL1097  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1097
 BL1097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1097
 BL1097.The horizontal coordinates were scaled from a topographic map and have
 BL1097.an estimated accuracy of +/- 6 seconds.
 BL1097
 BL1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1097.The vertical order pertains to the NGVD 29 superseded value.
 BL1097
 BL1097.The geoid height was determined by GEOID03.
 BL1097
 BL1097;                    North         East    Units  Estimated Accuracy
 BL1097;SPC TX C     - 3,118,620.    1,175,210.      MT  (+/- 180 meters Scaled)
 BL1097
 BL1097                          SUPERSEDED SURVEY CONTROL
 BL1097
 BL1097  NGVD 29 (??/??/92)  107.971  (m)          354.23   (f) ADJ UNCH    2 0
 BL1097
 BL1097.Superseded values are not recommended for survey control.
 BL1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1097.See file dsdata.txt to determine how the superseded data were derived.
 BL1097
 BL1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP724922(NAD 83)
 BL1097_MARKER: DB = BENCH MARK DISK
 BL1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1097_STAMPING: V 987 1947
 BL1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1097+STABILITY: SURFACE MOTION
 BL1097
 BL1097  HISTORY     - Date     Condition        Report By
 BL1097  HISTORY     - 1947     MONUMENTED       CGS
 BL1097  HISTORY     - 1971     GOOD             LOCENG
 BL1097
 BL1097                          STATION DESCRIPTION
 BL1097
 BL1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1097'12.2 MI NE FROM NEW WAVERLY.
 BL1097'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1097'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1097'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A
 BL1097'GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE 2.0 MILES NORTHEAST ALONG
 BL1097'A GRADED DIRT ROAD TO A CROSS ROADS, THENCE 3.7 MILES NORTHEAST ALONG
 BL1097'A GRADED DIRT ROAD, THENCE 0.8 MILE NORTHWEST ALONG A GRADED DIRT
 BL1097'ROAD, THENCE 2.5 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 0.1 MILE
 BL1097'NORTHEAST OF A DIM TRAIL CROSSING, 42.0 FEET NORTHEAST OF THE EAST END
 BL1097'OF A CONCRETE TILE CULVERT, 36.0 FEET SOUTH OF A 14 INCH PINE TREE,
 BL1097'25.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 14.0
 BL1097'FEET NORTH OF A 12 INCH PINE TREE, 13.0 FEET WEST OF A 30 INCH
 BL1097'TRIANGULAR BLAZED OAK TREE, 2.0 FEET SOUTH OF A WITNESS POST, SET IN
 BL1097'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 BL1097
 BL1097                          STATION RECOVERY (1971)
 BL1097
 BL1097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 BL1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1207 ***********************************************************************
 CS1207  DESIGNATION -  V 988 RESET
 CS1207  PID         -  CS1207
 CS1207  STATE/COUNTY-  TX/DALLAS
 CS1207  USGS QUAD   -  GARLAND (1973)
 CS1207
 CS1207                         *CURRENT SURVEY CONTROL
 CS1207  ___________________________________________________________________
 CS1207* NAD 83(1986)-  32 53 09.     (N)    096 43 50.     (W)     SCALED    
 CS1207* NAVD 88     -       157.196  (meters)     515.73   (feet)  ADJUSTED  
 CS1207  ___________________________________________________________________
 CS1207  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CS1207  DYNAMIC HT  -         157.020 (meters)     515.16  (feet)  COMP
 CS1207  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 CS1207
 CS1207  VERT ORDER  -  FIRST     CLASS II
 CS1207
 CS1207.The horizontal coordinates were scaled from a topographic map and have
 CS1207.an estimated accuracy of +/- 6 seconds.
 CS1207
 CS1207.The orthometric height was determined by differential leveling
 CS1207.and adjusted by the National Geodetic Survey in June 1991..
 CS1207
 CS1207.The geoid height was determined by GEOID03.
 CS1207
 CS1207.The dynamic height is computed by dividing the NAVD 88
 CS1207.geopotential number by the normal gravity value computed on the
 CS1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1207.degrees latitude (g = 980.6199 gals.).
 CS1207
 CS1207.The modeled gravity was interpolated from observed gravity values.
 CS1207
 CS1207;                    North         East    Units  Estimated Accuracy
 CS1207;SPC TXNC     - 2,136,590.      765,550.      MT  (+/- 180 meters Scaled)
 CS1207
 CS1207                          SUPERSEDED SURVEY CONTROL
 CS1207
 CS1207.No superseded survey control is available for this station.
 CS1207
 CS1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB122409(NAD 83)
 CS1207_MARKER: DB = BENCH MARK DISK
 CS1207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS1207_SP_SET: STORM DRAIN
 CS1207_STAMPING: V 988 RESET 1968
 CS1207_MARK LOGO: CGS   
 CS1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1207+STABILITY: SURFACE MOTION
 CS1207
 CS1207  HISTORY     - Date     Condition        Report By
 CS1207  HISTORY     - 1968     MONUMENTED       CGS
 CS1207  HISTORY     - 1986     GOOD             NGS
 CS1207  HISTORY     - 1987     GOOD             USPSQD
 CS1207
 CS1207                          STATION DESCRIPTION
 CS1207
 CS1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CS1207'8.7 MI NE FROM DALLAS.
 CS1207'ABOUT 8.7 MILES NORTHEAST OF THE DALLAS COURTHOUSE, ABOUT 50 YARDS
 CS1207'EAST OF THE MISSOURI-KANSAS-TEXAS RAILROAD, AT THE SOUTHEAST ANGLE OF
 CS1207'THE INTERSECTION OF CHURCH ROAD AND WHITE ROCK TRAIL, 90 FEET SOUTH OF
 CS1207'THE CENTER LINE OF CHURCH ROAD, 20 FEET EAST OF THE CENTER OF WHITE
 CS1207'ROCK TRAIL, AND 16 FEET SOUTH OF POWER POLE NO. 8W/5E/222.  THE DISK
 CS1207'IS IN THE SOUTH END OF A CONCRETE WATER INLET WHICH IS PART OF THE
 CS1207'EAST CURBING OF WHITE ROCK TRAIL, CEMENTED IN A DRILL HOLE FLUSH WITH
 CS1207'THE CONCRETE.
 CS1207
 CS1207                          STATION RECOVERY (1986)
 CS1207
 CS1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1207'RECOVERED IN GOOD CONDITION.
 CS1207
 CS1207                          STATION RECOVERY (1987)
 CS1207
 CS1207'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0817 ***********************************************************************
 BL0817  DESIGNATION -  V 989
 BL0817  PID         -  BL0817
 BL0817  STATE/COUNTY-  TX/WALKER
 BL0817  USGS QUAD   -  PHELPS (1976)
 BL0817
 BL0817                         *CURRENT SURVEY CONTROL
 BL0817  ___________________________________________________________________
 BL0817* NAD 83(1986)-  30 42 17.     (N)    095 26 58.     (W)     SCALED    
 BL0817* NAVD 88     -       119.32   (+/-2cm)     391.5    (feet)  VERTCON   
 BL0817  ___________________________________________________________________
 BL0817  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BL0817
 BL0817  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0817
 BL0817.The horizontal coordinates were scaled from a topographic map and have
 BL0817.an estimated accuracy of +/- 6 seconds.
 BL0817
 BL0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0817.The vertical order pertains to the NGVD 29 superseded value.
 BL0817
 BL0817.The geoid height was determined by GEOID03.
 BL0817
 BL0817;                    North         East    Units  Estimated Accuracy
 BL0817;SPC TX C     - 3,125,340.    1,167,660.      MT  (+/- 180 meters Scaled)
 BL0817
 BL0817                          SUPERSEDED SURVEY CONTROL
 BL0817
 BL0817  NGVD 29 (??/??/92)  119.325  (m)          391.49   (f) ADJ UNCH    1 2
 BL0817
 BL0817.Superseded values are not recommended for survey control.
 BL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0817.See file dsdata.txt to determine how the superseded data were derived.
 BL0817
 BL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP654994(NAD 83)
 BL0817_MARKER: DB = BENCH MARK DISK
 BL0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0817_STAMPING: V 989 1947
 BL0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0817+STABILITY: SURFACE MOTION
 BL0817
 BL0817  HISTORY     - Date     Condition        Report By
 BL0817  HISTORY     - 1947     MONUMENTED       CGS
 BL0817  HISTORY     - 1960     GOOD             NGS
 BL0817  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0817
 BL0817                          STATION DESCRIPTION
 BL0817
 BL0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0817'0.7 MI W FROM PHELPS.
 BL0817'ABOUT 0.7 MILE WEST ALONG A BRANCH LINE OF THE MISSOURI PACIFIC
 BL0817'RAILROAD FROM THE STATION AT PHELPS, 5 1/2 RAILS WEST OF THE CROSSING
 BL0817'OF A PAVED ROAD, 38 1/2 FEET SOUTH OF THE SOUTH RAIL, 38 FEET NORTH OF
 BL0817'THE CENTER LINE OF A DIRT ROAD, 9 FEET EAST OF A TELEPHONE POLE ABOUT
 BL0817'2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST
 BL0817'PROJECTING 5 INCHES.
 BL0817
 BL0817                          STATION RECOVERY (1978)
 BL0817
 BL0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0817'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0516 ***********************************************************************
 BY0516  DESIGNATION -  V 99
 BY0516  PID         -  BY0516
 BY0516  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0516  USGS QUAD   -  VEACH (1984)
 BY0516
 BY0516                         *CURRENT SURVEY CONTROL
 BY0516  ___________________________________________________________________
 BY0516* NAD 83(1986)-  31 10 27.     (N)    094 08 53.     (W)     SCALED    
 BY0516* NAVD 88     -        87.11   (+/-2cm)     285.8    (feet)  VERTCON   
 BY0516  ___________________________________________________________________
 BY0516  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BY0516
 BY0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0516
 BY0516.The horizontal coordinates were scaled from a topographic map and have
 BY0516.an estimated accuracy of +/- 6 seconds.
 BY0516
 BY0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0516.The vertical order pertains to the NGVD 29 superseded value.
 BY0516
 BY0516.The geoid height was determined by GEOID03.
 BY0516
 BY0516;                    North         East    Units  Estimated Accuracy
 BY0516;SPC TX C     - 3,183,500.    1,289,270.      MT  (+/- 180 meters Scaled)
 BY0516
 BY0516                          SUPERSEDED SURVEY CONTROL
 BY0516
 BY0516  NGVD 29 (??/??/92)   87.127  (m)          285.85   (f) ADJ UNCH    2 0
 BY0516
 BY0516.Superseded values are not recommended for survey control.
 BY0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0516.See file dsdata.txt to determine how the superseded data were derived.
 BY0516
 BY0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ905494(NAD 83)
 BY0516_MARKER: DB = BENCH MARK DISK
 BY0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0516_STAMPING: V 99 1952
 BY0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0516+STABILITY: SURFACE MOTION
 BY0516
 BY0516  HISTORY     - Date     Condition        Report By
 BY0516  HISTORY     - 1952     MONUMENTED       CGS
 BY0516
 BY0516                          STATION DESCRIPTION
 BY0516
 BY0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0516'12.15 MI NW FROM BROOKELAND.
 BY0516'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0516'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0516'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 4.7 MILES
 BY0516'NORTHWEST ALONG FOREST ROAD 304, THENCE 0.85 MILE SOUTHWEST ALONG
 BY0516'FOREST ROAD 318, ON THE SOUTHWEST SLOPE OF A KNOLL, 24 FEET NORTHWEST
 BY0516'OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTHEAST OF A WITNESS POST,
 BY0516'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BY0516'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0927 ***********************************************************************
 CR0927  DESIGNATION -  V 990
 CR0927  PID         -  CR0927
 CR0927  STATE/COUNTY-  TX/VAN ZANDT
 CR0927  USGS QUAD   -  VAN (1981)
 CR0927
 CR0927                         *CURRENT SURVEY CONTROL
 CR0927  ___________________________________________________________________
 CR0927* NAD 83(1986)-  32 31 28.     (N)    095 38 27.     (W)     SCALED    
 CR0927* NAVD 88     -       147.877  (meters)     485.16   (feet)  ADJUSTED  
 CR0927  ___________________________________________________________________
 CR0927  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CR0927  DYNAMIC HT  -         147.707 (meters)     484.60  (feet)  COMP
 CR0927  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 CR0927
 CR0927  VERT ORDER  -  SECOND    CLASS 0
 CR0927
 CR0927.The horizontal coordinates were scaled from a topographic map and have
 CR0927.an estimated accuracy of +/- 6 seconds.
 CR0927
 CR0927.The orthometric height was determined by differential leveling
 CR0927.and adjusted by the National Geodetic Survey in June 1991..
 CR0927
 CR0927.The geoid height was determined by GEOID03.
 CR0927
 CR0927.The dynamic height is computed by dividing the NAVD 88
 CR0927.geopotential number by the normal gravity value computed on the
 CR0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0927.degrees latitude (g = 980.6199 gals.).
 CR0927
 CR0927.The modeled gravity was interpolated from observed gravity values.
 CR0927
 CR0927;                    North         East    Units  Estimated Accuracy
 CR0927;SPC TXNC     - 2,098,770.      868,570.      MT  (+/- 180 meters Scaled)
 CR0927
 CR0927                          SUPERSEDED SURVEY CONTROL
 CR0927
 CR0927  NGVD 29 (??/??/92)  147.897  (m)          485.23   (f) ADJ UNCH    2 0
 CR0927
 CR0927.Superseded values are not recommended for survey control.
 CR0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0927.See file dsdata.txt to determine how the superseded data were derived.
 CR0927
 CR0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS519016(NAD 83)
 CR0927_MARKER: DB = BENCH MARK DISK
 CR0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0927_STAMPING: V 990 1948
 CR0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0927+STABILITY: SURFACE MOTION
 CR0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0927+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0927
 CR0927  HISTORY     - Date     Condition        Report By
 CR0927  HISTORY     - 1948     MONUMENTED       CGS
 CR0927  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0927  HISTORY     - 20050711 GOOD             USPSQD
 CR0927
 CR0927                          STATION DESCRIPTION
 CR0927
 CR0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0927'IN VAN.
 CR0927'AT VAN, 0.5 MILE WEST OF THE HIGH SCHOOL, 25.6 FEET SOUTH OF THE
 CR0927'SOUTHWEST CORNER OF THE METHODIST CHURCH AND IN LINE WITH THE WEST
 CR0927'WALL, 22.7 FEET EAST NORTHEAST OF A 10-INCH HACKBERRY TREE, 18.7 FEET
 CR0927'WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK LEADING TO THE SOUTH
 CR0927'ENTRANCE OF THE CHURCH, 12.8 FEET WEST OF A 7-INCH HACKBERRY TREE, SET
 CR0927'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CR0927
 CR0927                          STATION RECOVERY (1995)
 CR0927
 CR0927'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0927'MARK NOT FOUND.
 CR0927
 CR0927                          STATION RECOVERY (2005)
 CR0927
 CR0927'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0869 ***********************************************************************
 CR0869  DESIGNATION -  V 991
 CR0869  PID         -  CR0869
 CR0869  STATE/COUNTY-  TX/SMITH
 CR0869  USGS QUAD   -  GOLDEN (1981)
 CR0869
 CR0869                         *CURRENT SURVEY CONTROL
 CR0869  ___________________________________________________________________
 CR0869* NAD 83(1986)-  32 40 09.     (N)    095 34 42.     (W)     SCALED    
 CR0869* NAVD 88     -       115.018  (meters)     377.35   (feet)  ADJUSTED  
 CR0869  ___________________________________________________________________
 CR0869  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CR0869  DYNAMIC HT  -         114.888 (meters)     376.93  (feet)  COMP
 CR0869  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CR0869
 CR0869  VERT ORDER  -  SECOND    CLASS 0
 CR0869
 CR0869.The horizontal coordinates were scaled from a topographic map and have
 CR0869.an estimated accuracy of +/- 6 seconds.
 CR0869
 CR0869.The orthometric height was determined by differential leveling
 CR0869.and adjusted by the National Geodetic Survey in June 1991..
 CR0869
 CR0869.The geoid height was determined by GEOID03.
 CR0869
 CR0869.The dynamic height is computed by dividing the NAVD 88
 CR0869.geopotential number by the normal gravity value computed on the
 CR0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0869.degrees latitude (g = 980.6199 gals.).
 CR0869
 CR0869.The modeled gravity was interpolated from observed gravity values.
 CR0869
 CR0869;                    North         East    Units  Estimated Accuracy
 CR0869;SPC TXNC     - 2,114,980.      873,990.      MT  (+/- 180 meters Scaled)
 CR0869
 CR0869                          SUPERSEDED SURVEY CONTROL
 CR0869
 CR0869  NGVD 29 (??/??/92)  115.040  (m)          377.43   (f) ADJ UNCH    2 0
 CR0869
 CR0869.Superseded values are not recommended for survey control.
 CR0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0869.See file dsdata.txt to determine how the superseded data were derived.
 CR0869
 CR0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS582175(NAD 83)
 CR0869_MARKER: DB = BENCH MARK DISK
 CR0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0869_STAMPING: V 991 1948
 CR0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0869+STABILITY: SURFACE MOTION
 CR0869
 CR0869  HISTORY     - Date     Condition        Report By
 CR0869  HISTORY     - 1948     MONUMENTED       CGS
 CR0869  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0869
 CR0869                          STATION DESCRIPTION
 CR0869
 CR0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0869'5.5 MI W FROM MINEOLA.
 CR0869'5.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CR0869'MINEOLA, 0.6 MILE NORTH OF BENCH MARK U 991, AT A ROAD CROSSING, 49.0
 CR0869'FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD, 45.7 FEET SOUTH OF
 CR0869'THE SOUTH RAIL OF THE TRACK, 10.2 FEET SOUTH OF A TELEPHONE POLE, 1.4
 CR0869'FEET EAST OF A REFERENCE POST, 1.2 FEET NORTH OF A FENCE, SET IN THE
 CR0869'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0869
 CR0869                          STATION RECOVERY (1996)
 CR0869
 CR0869'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1011 ***********************************************************************
 CR1011  DESIGNATION -  V 992
 CR1011  PID         -  CR1011
 CR1011  STATE/COUNTY-  TX/VAN ZANDT
 CR1011  USGS QUAD   -  CANTON (1981)
 CR1011
 CR1011                         *CURRENT SURVEY CONTROL
 CR1011  ___________________________________________________________________
 CR1011* NAD 83(1986)-  32 37 21.     (N)    095 50 50.     (W)     SCALED    
 CR1011* NAVD 88     -       154.247  (meters)     506.06   (feet)  ADJUSTED  
 CR1011  ___________________________________________________________________
 CR1011  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CR1011  DYNAMIC HT  -         154.072 (meters)     505.48  (feet)  COMP
 CR1011  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 CR1011
 CR1011  VERT ORDER  -  SECOND    CLASS 0
 CR1011
 CR1011.The horizontal coordinates were scaled from a topographic map and have
 CR1011.an estimated accuracy of +/- 6 seconds.
 CR1011
 CR1011.The orthometric height was determined by differential leveling
 CR1011.and adjusted by the National Geodetic Survey in June 1991..
 CR1011
 CR1011.The geoid height was determined by GEOID03.
 CR1011
 CR1011.The dynamic height is computed by dividing the NAVD 88
 CR1011.geopotential number by the normal gravity value computed on the
 CR1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1011.degrees latitude (g = 980.6199 gals.).
 CR1011
 CR1011.The modeled gravity was interpolated from observed gravity values.
 CR1011
 CR1011;                    North         East    Units  Estimated Accuracy
 CR1011;SPC TXNC     - 2,109,140.      848,910.      MT  (+/- 180 meters Scaled)
 CR1011
 CR1011                          SUPERSEDED SURVEY CONTROL
 CR1011
 CR1011  NGVD 29 (??/??/92)  154.260  (m)          506.10   (f) ADJ UNCH    2 0
 CR1011
 CR1011.Superseded values are not recommended for survey control.
 CR1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1011.See file dsdata.txt to determine how the superseded data were derived.
 CR1011
 CR1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS328130(NAD 83)
 CR1011_MARKER: DB = BENCH MARK DISK
 CR1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1011_STAMPING: V 992 1948
 CR1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1011+STABILITY: SURFACE MOTION
 CR1011
 CR1011  HISTORY     - Date     Condition        Report By
 CR1011  HISTORY     - 1948     MONUMENTED       CGS
 CR1011  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR1011
 CR1011                          STATION DESCRIPTION
 CR1011
 CR1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1011'4.65 MI N FROM CANTON.
 CR1011'4.65 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR1011'HIGHWAY 64 AT CANTON, 0.15 MILE SOUTH OF AN INTERSECTION WITH A DIRT
 CR1011'ROAD, 91.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 60.0
 CR1011'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTH OF
 CR1011'CONCRETE RIGHT-OF-WAY STATION MARKER 238+00, 0.6 FOOT WEST OF A FENCE,
 CR1011'SET IN THE TOP OF A CONCRETE POST PROJETING 0.5 FOOT ABOVE THE GROUND.
 CR1011
 CR1011                          STATION RECOVERY (1995)
 CR1011
 CR1011'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0700 ***********************************************************************
 CR0700  DESIGNATION -  V 993
 CR0700  PID         -  CR0700
 CR0700  STATE/COUNTY-  TX/VAN ZANDT
 CR0700  USGS QUAD   -  MARTINS MILL (1984)
 CR0700
 CR0700                         *CURRENT SURVEY CONTROL
 CR0700  ___________________________________________________________________
 CR0700* NAD 83(1986)-  32 23 09.     (N)    095 45 37.     (W)     SCALED    
 CR0700* NAVD 88     -       146.671  (meters)     481.20   (feet)  ADJUSTED  
 CR0700  ___________________________________________________________________
 CR0700  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CR0700  DYNAMIC HT  -         146.501 (meters)     480.65  (feet)  COMP
 CR0700  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 CR0700
 CR0700  VERT ORDER  -  SECOND    CLASS 0
 CR0700
 CR0700.The horizontal coordinates were scaled from a topographic map and have
 CR0700.an estimated accuracy of +/- 6 seconds.
 CR0700
 CR0700.The orthometric height was determined by differential leveling
 CR0700.and adjusted by the National Geodetic Survey in June 1991..
 CR0700
 CR0700.The geoid height was determined by GEOID03.
 CR0700
 CR0700.The dynamic height is computed by dividing the NAVD 88
 CR0700.geopotential number by the normal gravity value computed on the
 CR0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0700.degrees latitude (g = 980.6199 gals.).
 CR0700
 CR0700.The modeled gravity was interpolated from observed gravity values.
 CR0700
 CR0700;                    North         East    Units  Estimated Accuracy
 CR0700;SPC TXNC     - 2,083,110.      857,750.      MT  (+/- 180 meters Scaled)
 CR0700
 CR0700                          SUPERSEDED SURVEY CONTROL
 CR0700
 CR0700  NGVD 29 (??/??/92)  146.684  (m)          481.25   (f) ADJ UNCH    2 0
 CR0700
 CR0700.Superseded values are not recommended for survey control.
 CR0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0700.See file dsdata.txt to determine how the superseded data were derived.
 CR0700
 CR0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR403865(NAD 83)
 CR0700_MARKER: DB = BENCH MARK DISK
 CR0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0700_STAMPING: V 993 1948
 CR0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0700+STABILITY: SURFACE MOTION
 CR0700
 CR0700  HISTORY     - Date     Condition        Report By
 CR0700  HISTORY     - 1948     MONUMENTED       CGS
 CR0700  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0700
 CR0700                          STATION DESCRIPTION
 CR0700
 CR0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0700'5.6 MI SE FROM MARTIN MILLS.
 CR0700'3.0 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT MARTIN
 CR0700'MILLS, THENCE 0.95 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.65
 CR0700'MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 CR0700'GRADED DIRT ROAD, 0.6 MILE WEST OF CREAM LEVEL CREEK, 0.15 MILE WEST
 CR0700'OF A T ROAD JUNCTION, ON TOP OF A HILL, 42.5 FEET SOUTHWEST OF THE
 CR0700'SOUTHWEST CORNER OF AN ABANDONED FARMHOUSE, 41.0 FEET NORTH OF THE
 CR0700'CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A REFERENCE POST, 1.2 FEET
 CR0700'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CR0700'ABOVE THE GROUND.
 CR0700
 CR0700                          STATION RECOVERY (1995)
 CR0700
 CR0700'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0261 ***********************************************************************
 BY0261  DESIGNATION -  V 994
 BY0261  PID         -  BY0261
 BY0261  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0261  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0261
 BY0261                         *CURRENT SURVEY CONTROL
 BY0261  ___________________________________________________________________
 BY0261* NAD 83(1986)-  31 35 26.     (N)    094 17 31.     (W)     SCALED    
 BY0261* NAVD 88     -        94.27   (+/-2cm)     309.3    (feet)  VERTCON   
 BY0261  ___________________________________________________________________
 BY0261  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY0261
 BY0261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0261
 BY0261.The horizontal coordinates were scaled from a topographic map and have
 BY0261.an estimated accuracy of +/- 6 seconds.
 BY0261
 BY0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0261.The vertical order pertains to the NGVD 29 superseded value.
 BY0261
 BY0261.The geoid height was determined by GEOID03.
 BY0261
 BY0261;                    North         East    Units  Estimated Accuracy
 BY0261;SPC TX C     - 3,228,840.    1,273,070.      MT  (+/- 180 meters Scaled)
 BY0261
 BY0261                          SUPERSEDED SURVEY CONTROL
 BY0261
 BY0261  NGVD 29 (??/??/92)   94.304  (m)          309.40   (f) ADJ UNCH    2 0
 BY0261
 BY0261.Superseded values are not recommended for survey control.
 BY0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0261.See file dsdata.txt to determine how the superseded data were derived.
 BY0261
 BY0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ774957(NAD 83)
 BY0261_MARKER: DB = BENCH MARK DISK
 BY0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0261_STAMPING: V 994 1949
 BY0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0261+STABILITY: SURFACE MOTION
 BY0261
 BY0261  HISTORY     - Date     Condition        Report By
 BY0261  HISTORY     - 1949     MONUMENTED       CGS
 BY0261  HISTORY     - 1980     GOOD             USGS
 BY0261
 BY0261                          STATION DESCRIPTION
 BY0261
 BY0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0261'2.35 MI SW FROM CAMP WORTH.
 BY0261'0.55 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT CAMP
 BY0261'WORTH, THENCE 1.8 MILES SOUTHWEST ALONG THE FROST INDUSTRIES, INC.
 BY0261'RAILROAD, 260.0 FEET NORTH OF THE NORTHEAST CORNER OF THE J. A.
 BY0261'FOUNTAIN FARMHOUSE, 212.0 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 BY0261'141.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SAWMILL, 34.0 FEET
 BY0261'NORTH OF THE CENTER LINE OF A ROAD LEADING TO THE SAWMILL, 29.0 FEET
 BY0261'WEST OF THE CENTER LINE OF A ROAD, 24.3 FEET NORTH OF A 16-INCH PINE
 BY0261'TREE, 19.7 FEET NORTHEAST OF A 14-INCH PINE TREE, 14.6 FEET EAST OF A
 BY0261'10-INCH PINE TREE, 2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE
 BY0261'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0261
 BY0261                          STATION RECOVERY (1980)
 BY0261
 BY0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0261'6.35 MILE SOUTH ALONG FM ROAD 711 FROM THE BYFORD GROCERY STORE AT
 BY0261'JERICHO TO A DIRT ROAD WEST (RIGHT), THENCE 0.3 MILE WEST ALONG THE
 BY0261'DIRT ROAD TO A JUNCTION OF THE ROAD BENDING SOUTH (LEFT) AND A TRAIL
 BY0261'NORTH (RIGHT), THENCE 1.7 MILE SOUTH AND WEST TO A JUNCTION OF A DIRT
 BY0261'ROAD LEADING NORTHWEST-SOUTHEAST, THENCE SOUTHEAST (LEFT) 0.55 MILE
 BY0261'ALONG A GRADED DIRT ROAD TO THE OLD FROST INDUSTRIES INC., RAILROAD
 BY0261'GRADED, THENCE 1.6 MILES ALONG THE OLD FROST INDUSTRIES INC. RAILROAD
 BY0261'GRADE TO A ROAD JUNCTION, THENCE SOUTHWEST (RIGHT) 0.1 MILE TO A ROAD
 BY0261'JUNCTION, THENCE WEST (RIGHT) 0. MILE TO A ROAD JUNCTION 49 FEET
 BY0261'ALONG AND 25 FEET WEST OF THE CENTERLINE OF THE ROAD NORTH, 215 FEET
 BY0261'NORTH OF THE CENTERLINE OF THE OLD RAILROAD GRADE, 54 FEET EAST OF
 BY0261'THE SOUTHEAST CORNER OF A CABIN, AND SET IN THE TOP OF A CONCRETE
 BY0261'POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0211 ***********************************************************************
 BY0211  DESIGNATION -  V 995 RESET 1967
 BY0211  PID         -  BY0211
 BY0211  STATE/COUNTY-  TX/SHELBY
 BY0211  USGS QUAD   -  NEUVILLE (1984)
 BY0211
 BY0211                         *CURRENT SURVEY CONTROL
 BY0211  ___________________________________________________________________
 BY0211* NAD 83(1986)-  31 44 43.     (N)    094 14 23.     (W)     SCALED    
 BY0211* NAVD 88     -       101.45   (+/-2cm)     332.8    (feet)  VERTCON   
 BY0211  ___________________________________________________________________
 BY0211  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY0211
 BY0211  VERT ORDER  -  THIRD (See Below)
 BY0211
 BY0211.The horizontal coordinates were scaled from a topographic map and have
 BY0211.an estimated accuracy of +/- 6 seconds.
 BY0211
 BY0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0211.The vertical order pertains to the NGVD 29 superseded value.
 BY0211
 BY0211.The geoid height was determined by GEOID03.
 BY0211
 BY0211;                    North         East    Units  Estimated Accuracy
 BY0211;SPC TX C     - 3,246,240.    1,277,080.      MT  (+/- 180 meters Scaled)
 BY0211
 BY0211                          SUPERSEDED SURVEY CONTROL
 BY0211
 BY0211  NGVD 29 (01/29/03)  101.47   (m)          332.9    (f) RESET       3  
 BY0211
 BY0211.Superseded values are not recommended for survey control.
 BY0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0211.See file dsdata.txt to determine how the superseded data were derived.
 BY0211
 BY0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR825128(NAD 83)
 BY0211_MARKER: DB = BENCH MARK DISK
 BY0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0211_STAMPING: V 995 RESET 1967
 BY0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0211+STABILITY: SURFACE MOTION
 BY0211
 BY0211  HISTORY     - Date     Condition        Report By
 BY0211  HISTORY     - 1967     MONUMENTED       CGS
 BY0211
 BY0211                          STATION DESCRIPTION
 BY0211
 BY0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BY0211'5.05 MI SW FROM CENTER.
 BY0211'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE IN
 BY0211'CENTER TO THE JUNCTION OF U. S. HIGHWAY 96, THENCE CONTINUE SOUTHWEST
 BY0211'4.65 MILES ALONG STATE HIGHWAY 7 TO SITE OF BENCH MARK, 61 FEET
 BY0211'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 92 FEET NORTHEAST OF THE
 BY0211'CENTER OF A PRIVATE DRIVEWAY, 4 FEET SOUTHWEST OF A T-FENCE CORNER, 1
 BY0211'FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF A METAL
 BY0211'WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 271 + 34.  A C
 BY0211'AND GS BENCH MARK DISK, SET IN A 12 X 12 IN. CONCRETE POST WHICH
 BY0211'PROJECTS 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0375 ***********************************************************************
 CS0375  DESIGNATION -  V 996
 CS0375  PID         -  CS0375
 CS0375  STATE/COUNTY-  TX/KAUFMAN
 CS0375  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0375
 CS0375                         *CURRENT SURVEY CONTROL
 CS0375  ___________________________________________________________________
 CS0375* NAD 83(1986)-  32 27 35.     (N)    096 07 14.     (W)     SCALED    
 CS0375* NAVD 88     -       120.177  (meters)     394.28   (feet)  ADJUSTED  
 CS0375  ___________________________________________________________________
 CS0375  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0375  DYNAMIC HT  -         120.041 (meters)     393.83  (feet)  COMP
 CS0375  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 CS0375
 CS0375  VERT ORDER  -  SECOND    CLASS 0
 CS0375
 CS0375.The horizontal coordinates were scaled from a topographic map and have
 CS0375.an estimated accuracy of +/- 6 seconds.
 CS0375
 CS0375.The orthometric height was determined by differential leveling
 CS0375.and adjusted by the National Geodetic Survey in June 1991..
 CS0375
 CS0375.The geoid height was determined by GEOID03.
 CS0375
 CS0375.The dynamic height is computed by dividing the NAVD 88
 CS0375.geopotential number by the normal gravity value computed on the
 CS0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0375.degrees latitude (g = 980.6199 gals.).
 CS0375
 CS0375.The modeled gravity was interpolated from observed gravity values.
 CS0375
 CS0375;                    North         East    Units  Estimated Accuracy
 CS0375;SPC TXNC     - 2,090,480.      823,680.      MT  (+/- 180 meters Scaled)
 CS0375
 CS0375                          SUPERSEDED SURVEY CONTROL
 CS0375
 CS0375  NGVD 29 (??/??/92)  120.190  (m)          394.32   (f) ADJ UNCH    2 0
 CS0375
 CS0375.Superseded values are not recommended for survey control.
 CS0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0375.See file dsdata.txt to determine how the superseded data were derived.
 CS0375
 CS0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA706950(NAD 83)
 CS0375_MARKER: DB = BENCH MARK DISK
 CS0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0375_STAMPING: V 996 1948
 CS0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0375+STABILITY: SURFACE MOTION
 CS0375
 CS0375  HISTORY     - Date     Condition        Report By
 CS0375  HISTORY     - 1948     MONUMENTED       CGS
 CS0375
 CS0375                          STATION DESCRIPTION
 CS0375
 CS0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0375'2.15 MI SW FROM PRAIRIEVILLE.
 CS0375'1.5 MILES SOUTH ALONG FARM ROAD 85 FROM THE POST OFFICE AT
 CS0375'PRAIRIEVILLE, THENCE 0.65 MILE WEST ALONG A GRADED DIRT ROAD, 452.0
 CS0375'FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH TO A
 CS0375'FARMHOUSE, 32.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9.1 FEET
 CS0375'NORTH OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE, 1.6 FEET SOUTHWEST
 CS0375'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS0375'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0370 ***********************************************************************
 CS0370  DESIGNATION -  V 997
 CS0370  PID         -  CS0370
 CS0370  STATE/COUNTY-  TX/VAN ZANDT
 CS0370  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0370
 CS0370                         *CURRENT SURVEY CONTROL
 CS0370  ___________________________________________________________________
 CS0370* NAD 83(1986)-  32 28 19.     (N)    096 00 51.     (W)     SCALED    
 CS0370* NAVD 88     -       141.177  (meters)     463.18   (feet)  ADJUSTED  
 CS0370  ___________________________________________________________________
 CS0370  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0370  DYNAMIC HT  -         141.016 (meters)     462.65  (feet)  COMP
 CS0370  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 CS0370
 CS0370  VERT ORDER  -  SECOND    CLASS 0
 CS0370
 CS0370.The horizontal coordinates were scaled from a topographic map and have
 CS0370.an estimated accuracy of +/- 6 seconds.
 CS0370
 CS0370.The orthometric height was determined by differential leveling
 CS0370.and adjusted by the National Geodetic Survey in June 1991..
 CS0370
 CS0370.The geoid height was determined by GEOID03.
 CS0370
 CS0370.The dynamic height is computed by dividing the NAVD 88
 CS0370.geopotential number by the normal gravity value computed on the
 CS0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0370.degrees latitude (g = 980.6199 gals.).
 CS0370
 CS0370.The modeled gravity was interpolated from observed gravity values.
 CS0370
 CS0370;                    North         East    Units  Estimated Accuracy
 CS0370;SPC TXNC     - 2,092,060.      833,640.      MT  (+/- 180 meters Scaled)
 CS0370
 CS0370                          SUPERSEDED SURVEY CONTROL
 CS0370
 CS0370  NGVD 29 (??/??/92)  141.187  (m)          463.21   (f) ADJ UNCH    2 0
 CS0370
 CS0370.Superseded values are not recommended for survey control.
 CS0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0370.See file dsdata.txt to determine how the superseded data were derived.
 CS0370
 CS0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA806966(NAD 83)
 CS0370_MARKER: DB = BENCH MARK DISK
 CS0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0370_STAMPING: V 997 1948
 CS0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0370+STABILITY: SURFACE MOTION
 CS0370
 CS0370  HISTORY     - Date     Condition        Report By
 CS0370  HISTORY     - 1948     MONUMENTED       CGS
 CS0370  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0370  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CS0370
 CS0370                          STATION DESCRIPTION
 CS0370
 CS0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0370'5.9 MI E FROM PRAIRIEVILLE.
 CS0370'5.9 MILES EAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 CS0370'PRAIRIEVILLE, AT A ROAD JUNCTION, 242.0 FEET EAST OF THE CENTER LINE
 CS0370'OF A ROAD LEADING SOUTH, 126.7 FEET SOUTH OF AND ACROSS THE ROAD FROM
 CS0370'THE SOUTHEAST CORNER OF AN ABANDONED FARMHOUSE, 47.0 FEET SOUTH OF THE
 CS0370'CENTER LINE OF AN EAST-WEST ROAD, 2.0 FEET SOUTHWEST OF A REFERENCE
 CS0370'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CS0370'THE GROUND.
 CS0370
 CS0370                          STATION RECOVERY (1962)
 CS0370
 CS0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0370'MARK NOT FOUND.
 CS0370
 CS0370                          STATION RECOVERY (1995)
 CS0370
 CS0370'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1631 ***********************************************************************
 BY1631  DESIGNATION -  V 999
 BY1631  PID         -  BY1631
 BY1631  STATE/COUNTY-  TX/TRINITY
 BY1631  USGS QUAD   -  GLENDALE (1972)
 BY1631
 BY1631                         *CURRENT SURVEY CONTROL
 BY1631  ___________________________________________________________________
 BY1631* NAD 83(1986)-  31 04 50.     (N)    095 19 01.     (W)     SCALED    
 BY1631* NAVD 88     -        77.24   (+/-2cm)     253.4    (feet)  VERTCON   
 BY1631  ___________________________________________________________________
 BY1631  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1631
 BY1631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1631
 BY1631.The horizontal coordinates were scaled from a topographic map and have
 BY1631.an estimated accuracy of +/- 6 seconds.
 BY1631
 BY1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1631.The vertical order pertains to the NGVD 29 superseded value.
 BY1631
 BY1631.The geoid height was determined by GEOID03.
 BY1631
 BY1631;                    North         East    Units  Estimated Accuracy
 BY1631;SPC TX C     - 3,167,530.    1,178,470.      MT  (+/- 180 meters Scaled)
 BY1631
 BY1631                          SUPERSEDED SURVEY CONTROL
 BY1631
 BY1631  NGVD 29 (??/??/92)   77.253  (m)          253.45   (f) ADJ UNCH    2 0
 BY1631
 BY1631.Superseded values are not recommended for survey control.
 BY1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1631.See file dsdata.txt to determine how the superseded data were derived.
 BY1631
 BY1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ789408(NAD 83)
 BY1631_MARKER: DB = BENCH MARK DISK
 BY1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1631_STAMPING: V 999 1948
 BY1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1631+STABILITY: SURFACE MOTION
 BY1631
 BY1631  HISTORY     - Date     Condition        Report By
 BY1631  HISTORY     - 1948     MONUMENTED       CGS
 BY1631
 BY1631                          STATION DESCRIPTION
 BY1631
 BY1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1631'7.0 MI NW FROM GLENDALE.
 BY1631'7.0 MILES NORTHWEST ALONG THE GLENDALE-THOMPSON SCHOOL ROAD FROM THE
 BY1631'POST OFFICE AT GLENDALE, 0.25 MILE SOUTH OF A FARMHOUSE, ON TOP OF A
 BY1631'HILL, 67.9 FEET EAST OF AND ACROSS THE ROAD FROM THE NORTH END OF A
 BY1631'WOODEN GATE, 53.9 FEET SOUTHWEST OF A 12-INCH OAK TREE, 44.0 FEET EAST
 BY1631'OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A REFERENCE POST,
 BY1631'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY1631'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1732 ***********************************************************************
 CS1732  DESIGNATION -  V RESET 1964
 CS1732  PID         -  CS1732
 CS1732  STATE/COUNTY-  TX/TARRANT
 CS1732  USGS QUAD   -  HALTOM CITY (1981)
 CS1732
 CS1732                         *CURRENT SURVEY CONTROL
 CS1732  ___________________________________________________________________
 CS1732* NAD 83(1986)-  32 45 04.     (N)    097 19 52.     (W)     SCALED    
 CS1732* NAVD 88     -       187.633  (meters)     615.59   (feet)  ADJUSTED  
 CS1732  ___________________________________________________________________
 CS1732  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS1732  DYNAMIC HT  -         187.414 (meters)     614.87  (feet)  COMP
 CS1732  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 CS1732
 CS1732  VERT ORDER  -  FIRST     CLASS II
 CS1732
 CS1732.The horizontal coordinates were scaled from a topographic map and have
 CS1732.an estimated accuracy of +/- 6 seconds.
 CS1732
 CS1732.The orthometric height was determined by differential leveling
 CS1732.and adjusted by the National Geodetic Survey in June 1991..
 CS1732
 CS1732.The geoid height was determined by GEOID03.
 CS1732
 CS1732.The dynamic height is computed by dividing the NAVD 88
 CS1732.geopotential number by the normal gravity value computed on the
 CS1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1732.degrees latitude (g = 980.6199 gals.).
 CS1732
 CS1732.The modeled gravity was interpolated from observed gravity values.
 CS1732
 CS1732;                    North         East    Units  Estimated Accuracy
 CS1732;SPC TXNC     - 2,120,860.      709,530.      MT  (+/- 180 meters Scaled)
 CS1732
 CS1732                          SUPERSEDED SURVEY CONTROL
 CS1732
 CS1732  NGVD 29 (??/??/92)  187.617  (m)          615.54   (f) ADJ UNCH    1 2
 CS1732
 CS1732.Superseded values are not recommended for survey control.
 CS1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1732.See file dsdata.txt to determine how the superseded data were derived.
 CS1732
 CS1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB563249(NAD 83)
 CS1732_MARKER: DB = BENCH MARK DISK
 CS1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1732_STAMPING: V RESET RESET 1964
 CS1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1732+STABILITY: SURFACE MOTION
 CS1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1732+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 CS1732
 CS1732  HISTORY     - Date     Condition        Report By
 CS1732  HISTORY     - 1964     MONUMENTED       CGS
 CS1732  HISTORY     - 1968     GOOD             NGS
 CS1732  HISTORY     - 1989     GOOD             USPSQD
 CS1732  HISTORY     - 19910413 GOOD             USPSQD
 CS1732  HISTORY     - 19960301 GOOD             USPSQD
 CS1732  HISTORY     - 20020824 GOOD             GEOCAC
 CS1732
 CS1732                          STATION DESCRIPTION
 CS1732
 CS1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CS1732'IN FORT WORTH.
 CS1732'THIS BENCH MARK IS NOW IN A PLOT OF GROUND LOCATED WEST OF
 CS1732'THROCKMORTON STREET, NORTH OF 10TH STREET, AND WEST OF TAYLOR STREET.
 CS1732'IT IS IN A FLOWER GARDEN JUST EAST OF THE FEDERAL BUILDING IN DOWNTOWN
 CS1732'FORT WORTH, ABOUT 35 YARDS EAST OF THE EAST ENTRANCE TO THE FEDERAL
 CS1732'BUILDING, AND 10 FEET SOUTH OF A CONCRETE WALK LEADING EAST FROM THE
 CS1732'BUILDING.  THE DISK IS SET IN A 12 X 12 IN. CONCRETE POST WHICH
 CS1732'PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 CS1732
 CS1732                          STATION RECOVERY (1989)
 CS1732
 CS1732'RECOVERY NOTE BY US POWER SQUADRON 1989 (SB)
 CS1732'RECOVERED IN GOOD CONDITION.
 CS1732
 CS1732                          STATION RECOVERY (1991)
 CS1732
 CS1732'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLO)
 CS1732'RECOVERED IN GOOD CONDITION.
 CS1732
 CS1732                          STATION RECOVERY (1996)
 CS1732
 CS1732'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1732'RECOVERED IN GOOD CONDITION.
 CS1732
 CS1732                          STATION RECOVERY (2002)
 CS1732
 CS1732'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1091 ***********************************************************************
 CD1091  DESIGNATION -  VA 6762
 CD1091  PID         -  CD1091
 CD1091  STATE/COUNTY-  TX/HUDSPETH
 CD1091  USGS QUAD   -  CERRO ALTO MOUNTAIN (1979)
 CD1091
 CD1091                         *CURRENT SURVEY CONTROL
 CD1091  ___________________________________________________________________
 CD1091* NAD 83(1993)-  31 56 43.45985(N)    105 58 14.98649(W)     ADJUSTED  
 CD1091* NAVD 88     -      2070.     (meters)    6791.     (feet)  SCALED    
 CD1091  ___________________________________________________________________
 CD1091  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 CD1091  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD1091
 CD1091  HORZ ORDER  -  SECOND
 CD1091
 CD1091.The horizontal coordinates were established by classical geodetic methods
 CD1091.and adjusted by the National Geodetic Survey in February 1996..
 CD1091
 CD1091.The orthometric height was scaled from a topographic map.
 CD1091
 CD1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1091
 CD1091.The geoid height was determined by GEOID03.
 CD1091
 CD1091;                    North         East     Units Scale Factor Converg.
 CD1091;SPC TX C     - 3,266,126.824   167,198.792   MT  1.00001726   -2 54 13.1
 CD1091;SPC TX C     -10,715,617.76    548,551.37   sFT  1.00001726   -2 54 13.1
 CD1091;SPC NM C     -   104,847.867   526,392.716   MT  0.99990859   +0 08 51.8
 CD1091;SPC NM C     -   343,988.38  1,727,006.77   sFT  0.99990859   +0 08 51.8
 CD1091;UTM  13      - 3,534,795.670   408,243.716   MT  0.99970383   -0 30 49.4
 CD1091
 CD1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1091!SPC TX C     -   0.99967871  x   1.00001726  =   0.99969596
 CD1091!SPC NM C     -   0.99967871  x   0.99990859  =   0.99958733
 CD1091!UTM  13      -   0.99967871  x   0.99970383  =   0.99938264
 CD1091
 CD1091                          SUPERSEDED SURVEY CONTROL
 CD1091
 CD1091  NAD 83(1993)-  31 56 43.46089(N)    105 58 14.98676(W) AD(       ) 2
 CD1091  NAD 83(1986)-  31 56 43.46306(N)    105 58 14.98460(W) AD(       ) 2
 CD1091  NAD 27      -  31 56 43.07500(N)    105 58 13.07400(W) AD(       ) 2
 CD1091
 CD1091.Superseded values are not recommended for survey control.
 CD1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1091.See file dsdata.txt to determine how the superseded data were derived.
 CD1091
 CD1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR0824434796(NAD 83)
 CD1091_MARKER: DD = SURVEY DISK
 CD1091_SETTING: 80 = SET IN A BOULDER
 CD1091_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CD1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD1091+STABILITY: SURFACE MOTION
 CD1091
 CD1091  HISTORY     - Date     Condition        Report By
 CD1091  HISTORY     - 1943     MONUMENTED       USGS
 CD1091
 CD1091                          STATION DESCRIPTION
 CD1091
 CD1091'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 CD1091'STATION IS LOCATED ON THE HIGHEST POINT OF CERRO ALTO MOUNTAIN,
 CD1091'ABOUT 33 MILES, AIRLINE, ENE OF EL PASO, TEXAS AND ABOUT 5 MILES
 CD1091'S OF THE TEXAS-NEW MEXICO STATE LINE.
 CD1091'
 CD1091'THE U.S.G.S. MARK IS A STATION DISK WEDGED IN A DRILL HOLE IN
 CD1091'THE W ONE OF THE TWO LARGE BOULDERS MENTIONED BELOW.  IT IS
 CD1091'STAMPED VA 6762.
 CD1091'
 CD1091'TO REACH FROM HUECO, WHICH IS A SERVICE STATION AND CAFE ABOUT
 CD1091'30 MILES E OF EL PASO ON U.S. HIGHWAY 62, GO E ON U.S. HIGHWAY
 CD1091'62 FOR 0.1 MILE TO GRAVELED ROAD LEFT.  TURN LEFT ON GRAVELED
 CD1091'ROAD FOR 7.1 MILES TO RANCH ROAD LEFT.  (FROM THIS POINT THE
 CD1091'AZIMUTH MARK IS 0.5 MILE UP MAIN TRAVELED ROAD, ABOUT 15 FEET E
 CD1091'OF ROAD.) TURN LEFT ON RANCH ROAD 0.4 MILE TO RANCH HOUSE.
 CD1091'FOLLOW TRACK ROAD N AND W THROUGH CORRALS.  CONTINUE ON TRACK
 CD1091'ROAD N AND W AROUND BASE OF MOUNTAIN 1.1 MILES TO THE THIRD
 CD1091'RIDGE ON N SIDE OF MOUNTAIN.  FROM THIS POINT PACK UP RIDGE
 CD1091'TO THE HIGHEST POINT OF MOUNTAIN AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2427 ***********************************************************************
 AN2427  DESIGNATION -  VACA
 AN2427  PID         -  AN2427
 AN2427  STATE/COUNTY-  TX/CALHOUN
 AN2427  USGS QUAD   -  KELLER BAY (1973)
 AN2427
 AN2427                         *CURRENT SURVEY CONTROL
 AN2427  ___________________________________________________________________
 AN2427* NAD 83(1993)-  28 35 13.02153(N)    096 26 49.25667(W)     ADJUSTED  
 AN2427* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AN2427  ___________________________________________________________________
 AN2427  X           -    -629,338.712 (meters)                     COMP
 AN2427  Y           -  -5,569,420.765 (meters)                     COMP
 AN2427  Z           -   3,033,769.773 (meters)                     COMP
 AN2427  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AN2427  ELLIP HEIGHT-         -25.77  (meters)          (02/16/96) GPS OBS
 AN2427  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN2427
 AN2427  HORZ ORDER  -  SECOND
 AN2427  ELLP ORDER  -  FIFTH     CLASS I
 AN2427
 AN2427.The horizontal coordinates were established by GPS observations
 AN2427.and adjusted by the National Geodetic Survey in February 1996..
 AN2427
 AN2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2427
 AN2427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2427
 AN2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2427
 AN2427.The ellipsoidal height was determined by GPS observations
 AN2427.and is referenced to NAD 83.
 AN2427
 AN2427.The geoid height was determined by GEOID03.
 AN2427
 AN2427;                    North         East     Units Scale Factor Converg.
 AN2427;SPC TXSC     - 4,086,248.748   849,709.616   MT  0.99994779   +1 15 02.7
 AN2427;SPC TXSC     -13,406,301.10  2,787,755.63   sFT  0.99994779   +1 15 02.7
 AN2427;UTM  14      - 3,164,887.548   749,687.703   MT  1.00036947   +1 13 20.0
 AN2427
 AN2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2427!SPC TXSC     -   1.00000405  x   0.99994779  =   0.99995184
 AN2427!UTM  14      -   1.00000405  x   1.00036947  =   1.00037352
 AN2427
 AN2427                          SUPERSEDED SURVEY CONTROL
 AN2427
 AN2427  NAD 83(1986)-  28 35 13.03474(N)    096 26 49.22611(W) AD(       ) 2
 AN2427  NGVD 29 (03/06/92)    1.2    (m)            4.     (f) GPS OBS        
 AN2427
 AN2427.Superseded values are not recommended for survey control.
 AN2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2427.See file dsdata.txt to determine how the superseded data were derived.
 AN2427
 AN2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4968864888(NAD 83)
 AN2427_MARKER: DD = SURVEY DISK
 AN2427_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2427_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AN2427_STAMPING: VACA GPS 1991
 AN2427_MARK LOGO: NOS   
 AN2427_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AN2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2427+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AN2427
 AN2427  HISTORY     - Date     Condition        Report By
 AN2427  HISTORY     - 1991     MONUMENTED       NOS
 AN2427
 AN2427                          STATION DESCRIPTION
 AN2427
 AN2427'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AN2427'STATION IS LOCATED ALONG THE NORTH SHORE OF MATAGORDA BAY ABOUT 3
 AN2427'MILES SOUTH OF THE TOWN OF OLIVIA AND SOUTH OF KELLER BAY. TO REACH BY
 AN2427'BOAT FROM PALACIOS GO SOUTH ALONG NORTH SHORE OF MATAGORDA BAY TO THE
 AN2427'STATION ON THE RIGHT. THE STATION MAY ALSO BE REACHED BY TRUCK DURING
 AN2427'DRY WEATHER. TO REACH FROM THE INTERSECTION OF TEXAS HIGHWAY 35 AND
 AN2427'172 GO SOUTH ON HWY 172 FOR 5.4 MILES TO A ROAD ON THE LEFT. TURN LEFT
 AN2427'AND GO EAST ON CALHOUN COUNTY ROAD 314 FOR 0.3 MILE TO PRIVATE DIRT
 AN2427'ROAD ON RIGHT. TURN RIGHT AND GO SOUTH 0.4 MILE TO A LOCKED GATE.
 AN2427'PERMISSION MUST BE OBTAINED FROM MRS MARGRET S MOSS OWNER AND DILLARD
 AN2427'MCKAY, LEASEE. CONTINUE AHEAD ON WINDING ROAD AROUND EXXON GAS
 AN2427'COMPRESSOR STATION FOR 0.6 MILE TO A CATTLE GUARD, WITH SIDE DRIVE TO
 AN2427'HOUSES ON THE RIGHT, CONTINUE STRAIGHT THROUGH CATTLE GUARD FOR 1.7
 AN2427'MILE TO GATE. PASS THROUGH GATE FOR 1.0 MILE TO A T INTERSECTION
 AN2427'WITH A TRACK ROAD NEAR SHORELINE. TURN RIGHT AND GO WESTERLY ON TRACK
 AN2427'ROAD 0.5 MILE TO A GATE. PASS THROUGH GATE AND GO 1.1 MILE TO STATION
 AN2427'ON LEFT NEAR SHORELINE. STATION IS MARKED BY A STANDARD NOS ALUMINUM
 AN2427'DISK STAMPED VACA GPS 1991 SET ON A 42 INCH ALUMINUM ROD THAT IS FLUSH
 AN2427'AND SURROUNDED BY A MASS OF CONCRETE. THE STATION IS 1.1 MILE WEST OF
 AN2427'A GATE IN A NORTH SOUTH FENCELINE, 11.7 METERS SOUTH OF CENTERLINE OF
 AN2427'A TRACK ROAD AND 11.1 METERS NORTH OF THE MEAN HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1158 ***********************************************************************
 CA1158  DESIGNATION -  VAL
 CA1158  PID         -  CA1158
 CA1158  STATE/COUNTY-  TX/COLEMAN
 CA1158  USGS QUAD   -  VALERA (1967)
 CA1158
 CA1158                         *CURRENT SURVEY CONTROL
 CA1158  ___________________________________________________________________
 CA1158* NAD 83(1993)-  31 48 39.05667(N)    099 35 05.78650(W)     ADJUSTED  
 CA1158* NAVD 88     -       916.     (meters)    3005.     (feet)  SCALED    
 CA1158  ___________________________________________________________________
 CA1158  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CA1158  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CA1158
 CA1158  HORZ ORDER  -  SECOND
 CA1158
 CA1158.The horizontal coordinates were established by classical geodetic methods
 CA1158.and adjusted by the National Geodetic Survey in February 1996..
 CA1158
 CA1158.The orthometric height was scaled from a topographic map.
 CA1158
 CA1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1158
 CA1158.The geoid height was determined by GEOID03.
 CA1158
 CA1158;                    North         East     Units Scale Factor Converg.
 CA1158;SPC TX C     - 3,237,941.386   770,860.908   MT  0.99998133   +0 23 07.7
 CA1158;SPC TX C     -10,623,146.03  2,529,066.16   sFT  0.99998133   +0 23 07.7
 CA1158;UTM  14      - 3,519,619.025   444,635.670   MT  0.99963780   -0 18 30.0
 CA1158
 CA1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1158!SPC TX C     -   0.99986018  x   0.99998133  =   0.99984152
 CA1158!UTM  14      -   0.99986018  x   0.99963780  =   0.99949803
 CA1158
 CA1158|---------------------------------------------------------------------|
 CA1158| PID    Reference Object                     Distance      Geod. Az  |
 CA1158|                                                           dddmmss.s |
 CA1158| CV5679 VAL RM 1                             38.554 METERS 25628     |
 CA1158| CV5680 VAL RM 2                             29.438 METERS 34622     |
 CA1158| CV5678 VAL AZ MK                                          3505041.4 |
 CA1158|---------------------------------------------------------------------|
 CA1158
 CA1158                          SUPERSEDED SURVEY CONTROL
 CA1158
 CA1158  NAD 83(1986)-  31 48 39.06430(N)    099 35 05.77260(W) AD(       ) 2
 CA1158  NAD 27      -  31 48 38.54400(N)    099 35 04.51700(W) AD(       ) 2
 CA1158
 CA1158.Superseded values are not recommended for survey control.
 CA1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1158.See file dsdata.txt to determine how the superseded data were derived.
 CA1158
 CA1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA4463619619(NAD 83)
 CA1158_MARKER: DS = TRIANGULATION STATION DISK
 CA1158_SETTING: 0 = UNSPECIFIED SETTING
 CA1158
 CA1158  HISTORY     - Date     Condition        Report By
 CA1158  HISTORY     - 1944     MONUMENTED       CGS
 CA1158
 CA1158                          STATION DESCRIPTION
 CA1158
 CA1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1158'STATION IS LOCATED ON A HIGH POINT OF THE RIDGE LYING BETWEEN
 CA1158'HOARD CREEK AND HOME CREEK.  IT IS ABOUT 5 MILES SE OF GLEN
 CA1158'COVE, 4.5 MILES NW OF VALERA, IN THE SW CORNER OF A PASTURE
 CA1158'OWNED BY FARRELL HENDERSON, 100 YARDS E OF THE FENCE, 30 FEET
 CA1158'E OF A BLAZED LIVE OAK TREE, AND AT THE N EDGE OF A LIVE OAK
 CA1158'GROVE.  THE MARK IS STAMPED VAL 1944 AND PROJECTS 8 INCHES.
 CA1158'
 CA1158'SURFACE MARK, REFERENCE MARK, AND AZIMUTH MARK ARE BRONZE
 CA1158'DISKS SET IN CONCRETE.
 CA1158'
 CA1158'REFERENCE MARK 1 IS AT THE E EDGE OF A SMALL PATCH OF LIVE
 CA1158'OAK TREES W OF THE STATION.  IT PROJECTS ABOUT 8 INCHES.
 CA1158'
 CA1158'REFERENCE MARK 2 IS N OF THE STATION AT THE S EDGE OF A
 CA1158'BUNCH OF LIVE OAK TREES.  IT PROJECTS ABOUT 10 INCHES.
 CA1158'
 CA1158'AZIMUTH MARK IS ABOUT 0.7 MILE N OF THE STATION, 3 FEET E
 CA1158'OF FENCE CORNER, 27 FEET NW OF GATEPOST, 33 FEET S OF THE
 CA1158'CENTER LINE OF THE ROAD, 29 PACES W OF POWER-TRANSMISSION
 CA1158'LINE POLE 233, 25 FEET W OF CENTER LINE OF THE DRIVEWAY, AND
 CA1158'100 YARDS W OF AN OLD HOUSE.  IT PROJECTS ABOUT 5 INCHES.
 CA1158'
 CA1158'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CA1158'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CA1158'
 CA1158'TO REACH THE STATION FROM COLEMAN, GO W ON U.S. HIGHWAY 84
 CA1158'FROM WHERE U.S. HIGHWAY 67 TURNS E, CONTINUE W FOR 3.3 MILES
 CA1158'TO T-ROAD LEFT.  TURN LEFT AND GO 1.9 MILES TO A FORK, TAKE
 CA1158'RIGHT FORK FOR 3.1 MILES, TURN RIGHT AND FOLLOW THE MAIN
 CA1158'ROAD N AND W FOR 3.8 MILES TO CURVE RIGHT AND SMALL VACANT
 CA1158'HOUSE STRAIGHT AHEAD.  (THE AZIMUTH MARK IS AT THE W SIDE OF
 CA1158'THE DRIVEWAY OF THIS HOUSE.) TURN LEFT THROUGH A WIRE GATE AND
 CA1158'FOLLOW FENCE TO THE TOP OF THE HILL, A DISTANCE OF 0.7 MILE TO
 CA1158'THE STATION 100 YARDS E.
 CA1158'
 CA1158'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0471 ***********************************************************************
 BO0471  DESIGNATION -  VAL ET
 BO0471  PID         -  BO0471
 BO0471  STATE/COUNTY-  TX/EDWARDS
 BO0471  USGS QUAD   -  TURNEY DRAW NW (1973)
 BO0471
 BO0471                         *CURRENT SURVEY CONTROL
 BO0471  ___________________________________________________________________
 BO0471* NAD 83(1993)-  30 10 57.63575(N)    100 41 13.47159(W)     ADJUSTED  
 BO0471* NAVD 88     -       675.6    (meters)    2217.     (feet)  VERTCON   
 BO0471  ___________________________________________________________________
 BO0471  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 BO0471  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 BO0471
 BO0471  HORZ ORDER  -  SECOND
 BO0471
 BO0471.The horizontal coordinates were established by classical geodetic methods
 BO0471.and adjusted by the National Geodetic Survey in February 1996..
 BO0471
 BO0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0471
 BO0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0471
 BO0471.The geoid height was determined by GEOID03.
 BO0471
 BO0471;                    North         East     Units Scale Factor Converg.
 BO0471;SPC TXSC     - 4,261,550.331   437,529.433   MT  0.99997247   -0 49 35.5
 BO0471;SPC TXSC     -13,981,436.38  1,435,461.15   sFT  0.99997247   -0 49 35.5
 BO0471;UTM  14      - 3,340,230.166   337,572.626   MT  0.99992549   -0 50 54.2
 BO0471
 BO0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0471!SPC TXSC     -   0.99989747  x   0.99997247  =   0.99986995
 BO0471!UTM  14      -   0.99989747  x   0.99992549  =   0.99982297
 BO0471
 BO0471|---------------------------------------------------------------------|
 BO0471| PID    Reference Object                     Distance      Geod. Az  |
 BO0471|                                                           dddmmss.s |
 BO0471| CV5681 VAL ET RM 1                          16.360 METERS 02806     |
 BO0471| CV5682 VAL ET RM 2                          28.906 METERS 11539     |
 BO0471| BO0469 MESA ET                             APPROX. 8.8 KM 1705636.8 |
 BO0471|---------------------------------------------------------------------|
 BO0471
 BO0471                          SUPERSEDED SURVEY CONTROL
 BO0471
 BO0471  NAD 83(1986)-  30 10 57.63223(N)    100 41 13.46020(W) AD(       ) 2
 BO0471  NAD 27      -  30 10 56.92357(N)    100 41 12.11514(W) AD(       ) 2
 BO0471  NGVD 29 (07/19/86)  675.4    (m)         2216.     (f) VERT ANG       
 BO0471
 BO0471.Superseded values are not recommended for survey control.
 BO0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0471.See file dsdata.txt to determine how the superseded data were derived.
 BO0471
 BO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3757340230(NAD 83)
 BO0471_MARKER: DD = SURVEY DISK
 BO0471_SETTING: 66 = SET IN ROCK OUTCROP
 BO0471_SP_SET: PARTIALLY EXPOSED BEDROCK
 BO0471
 BO0471  HISTORY     - Date     Condition        Report By
 BO0471  HISTORY     - 1971     MONUMENTED       USGS
 BO0471
 BO0471                          STATION DESCRIPTION
 BO0471
 BO0471'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0471'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH.
 BO0471'
 BO0471'THE STATION IS LOCATED SOUTH 5 DEGREES WEST, 27 MILES AIRLINE
 BO0471'DISTANCE FROM SONORA, TEXAS, AND 360 FEET EAST OF THE CENTERLINE
 BO0471'OF U.S. HIGHWAY 277 ON LAND OWNED BY L. D. WHITEHEAD.
 BO0471'
 BO0471'TO REACH FROM SONORA, TEXAS, GO 22 MILES SOUTH ON U.S. HIGHWAY
 BO0471'277 TO JUNCTION OF STATE HIGHWAY 55 LEFT, CONTINUE 7.6 MILES SOUTH
 BO0471'ON U.S. HIGHWAY 277 TO CREST OF HIGHWAY AND STATION SITE LEFT
 BO0471'(EAST).  12 FEET EAST OF A USGS WITNESS SIGN MOUNTED ON A METAL
 BO0471'POST.
 BO0471'
 BO0471'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET
 BO0471'IN BEDROCK, FLUSH WITH THE GROUND.
 BO0471'
 BO0471'STATION MARK--TABLET STAMPED, VAL ET 1971.
 BO0471'
 BO0471'REFERENCE MARK NO. 1--TABLET STAMPED, VAL ET 1971-NO. 1.
 BO0471'
 BO0471'REFERENCE MARK NO. 2--TABLET STAMPED, VAL ET 1971-NO. 2.
 BO0471'
 BO0471'STATION MESA ET 1971, IS VISIBLE FROM THE GROUND AT THIS
 BO0471'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 BO0471'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1127 ***********************************************************************
 DN1127  DESIGNATION -  VALDOSTA
 DN1127  PID         -  DN1127
 DN1127  STATE/COUNTY-  TX/COLLIN
 DN1127  USGS QUAD   -  BLUE RIDGE (1960)
 DN1127
 DN1127                         *CURRENT SURVEY CONTROL
 DN1127  ___________________________________________________________________
 DN1127* NAD 83(1993)-  33 17 51.72796(N)    096 26 56.42684(W)     ADJUSTED  
 DN1127* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 DN1127  ___________________________________________________________________
 DN1127  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DN1127  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN1127
 DN1127  HORZ ORDER  -  FIRST
 DN1127
 DN1127.The horizontal coordinates were established by classical geodetic methods
 DN1127.and adjusted by the National Geodetic Survey in February 1996..
 DN1127
 DN1127.The orthometric height was scaled from a topographic map.
 DN1127
 DN1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1127
 DN1127.The geoid height was determined by GEOID03.
 DN1127
 DN1127;                    North         East     Units Scale Factor Converg.
 DN1127;SPC TXNC     - 2,182,730.511   790,990.852   MT  0.99988181   +1 07 07.0
 DN1127;SPC TXNC     - 7,161,175.02  2,595,109.15   sFT  0.99988181   +1 07 07.0
 DN1127;UTM  14      - 3,687,195.148   737,530.995   MT  1.00029568   +1 24 04.0
 DN1127
 DN1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1127!SPC TXNC     -   0.99997325  x   0.99988181  =   0.99985506
 DN1127!UTM  14      -   0.99997325  x   1.00029568  =   1.00026892
 DN1127
 DN1127|---------------------------------------------------------------------|
 DN1127| PID    Reference Object                     Distance      Geod. Az  |
 DN1127|                                                           dddmmss.s |
 DN1127| CY2551 VALDOSTA RM 3                         4.315 METERS 01054     |
 DN1127| DN1096 LEONARD MUNICIPAL TANK              APPROX.21.5 KM 0615818.6 |
 DN1127| DN1126 BLUE RIDGE MUNICIPAL TANK           APPROX. 4.4 KM 0884504.5 |
 DN1127| DN1114 FARMERSVILLE MUN STANDPIPE          APPROX.16.9 KM 1511759.9 |
 DN1127| DN1121 PRINCETOWN MUNICIPAL TANK           APPROX.13.7 KM 1982243.0 |
 DN1127| CY2549 VALDOSTA RM 1                        71.174 METERS 20840     |
 DN1127| CY2547 VALDOSTA AZ MK                                     2795136.8 |
 DN1127| CY2548 VALDOSTA AZ MK 2                                   2800112.9 |
 DN1127| CY2550 VALDOSTA RM 2                        26.583 METERS 28733     |
 DN1127| DN1133 VAN ALSTYNE MUNICIPAL TANK          APPROX.18.3 KM 3193636.2 |
 DN1127|---------------------------------------------------------------------|
 DN1127
 DN1127                          SUPERSEDED SURVEY CONTROL
 DN1127
 DN1127  NAD 83(1993)-  33 17 51.73028(N)    096 26 56.42225(W) AD(       ) 1
 DN1127  NAD 83(1986)-  33 17 51.73467(N)    096 26 56.41529(W) AD(       ) 1
 DN1127  NAD 27      -  33 17 51.32700(N)    096 26 55.47300(W) AD(       ) 1
 DN1127
 DN1127.Superseded values are not recommended for survey control.
 DN1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1127.See file dsdata.txt to determine how the superseded data were derived.
 DN1127
 DN1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3753187195(NAD 83)
 DN1127_MARKER: DS = TRIANGULATION STATION DISK
 DN1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1127
 DN1127  HISTORY     - Date     Condition        Report By
 DN1127  HISTORY     - 1935     MONUMENTED       CGS
 DN1127  HISTORY     - 1937     GOOD             TXHD
 DN1127  HISTORY     - 1957     GOOD             CGS
 DN1127  HISTORY     - 1957     SEE DESCRIPTION  CGS
 DN1127  HISTORY     - 1960     GOOD             USGS
 DN1127  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN1127
 DN1127                          STATION DESCRIPTION
 DN1127
 DN1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1127'STATION IS ABOUT 1-1/4 MILES E OF THE VILLAGE OF VALDOSTA,
 DN1127'ABOUT 2-3/4 MILES W OF BLUE RIDGE, ON LAND OWNED BY MR.
 DN1127'JOHNSON.  IT IS ON THE S SIDE OF A SMALL BARN LOT, AND AT
 DN1127'THE N EDGE OF A CULTIVATED FIELD, 15 FEET S OF THE SE CORNER
 DN1127'OF BARN, 1-1/2 FEET S OF FENCE LINE, 35 FEET W OF THE SE
 DN1127'FENCE CORNER OF BARN LOT, 82 FEET E OF THE SW FENCE CORNER
 DN1127'OF BARN LOT, ABOUT 62 FEET ESE OF WELL, ABOUT 0.1 MILE S OF
 DN1127'THE E-W ROAD.  MARK PROJECTS 4 INCHES.
 DN1127'
 DN1127'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1127'BRONZE DISKS SET IN CONCRETE.
 DN1127'
 DN1127'REFERENCE MARK NO. 1 IS SW OF THE STATION, IN FENCE LINE
 DN1127'WHICH DIVIDES TWO CULTIVATED FIELDS, ABOUT 235 FEET SSW OF
 DN1127'WELL.  MARK PROJECTS 3 INCHES.
 DN1127'
 DN1127'REFERENCE MARK NO. 2 IS W BY N OF THE STATION, ON THE W SIDE
 DN1127'OF BARN LOT, 1 FOOT W OF THE FENCE LINE, 23 FEET N OF THE SW
 DN1127'FENCE CORNER OF BARN LOT, 29 FEET W OF WELL.  MARK PROJECTS
 DN1127'4 INCHES.
 DN1127'
 DN1127'AZIMUTH MARK IS W OF THE STATION, ON N SIDE OF THE FIELD,
 DN1127'IN THE FENCE LINE, 32 FEET S OF THE CENTER LINE OF ROAD.
 DN1127'MARK PROJECTS 4 INCHES.
 DN1127'
 DN1127'STATION REACHED FROM THE POST OFFICE IN BLUE RIDGE BY GOING
 DN1127'1 BLOCK E TO STATE HIGHWAY 160.  THENCE N ON STATE HIGHWAY 160
 DN1127'FOR 0.1 MILE TO GRAVELED ROAD W.  THENCE W 2.7 MILES TO FARM
 DN1127'LANE S.  THENCE S 0.1 MILE TO S SIDE OF BARN LOT AND THE
 DN1127'STATION.
 DN1127'
 DN1127'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 DN1127
 DN1127                          STATION RECOVERY (1937)
 DN1127
 DN1127'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1127'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 DN1127'MARK NO. 2 HAS BEEN REMOVED FROM THE GROUND.  NO ATTEMPT MADE
 DN1127'TO RECOVER REFERENCE MARK NO. 1 OR AZIMUTH MARK.
 DN1127
 DN1127                          STATION RECOVERY (1957)
 DN1127
 DN1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1127'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 DN1127'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE
 DN1127'AZIMUTH MARK WERE DESTROYED.  A NEW REFERENCE MARK NO. 3
 DN1127'AND A NEW AZIMUTH MARK WAS ESTABLISHED.
 DN1127'
 DN1127'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DN1127'
 DN1127'THE STATION IS LOCATED ABOUT 3 MILES WEST OF BLUE RIDGE, 1
 DN1127'MILE EAST OF THE VILLAGE OF VALDASTA AND 0.05 MILE SOUTH OF
 DN1127'FARM ROAD 545.  ON THE PROPERTY OF C. KEMP.  THE STATION MARK IS
 DN1127'39 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A BARN AND
 DN1127'15 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN.  IT IS
 DN1127'STAMPED VALDOSTA 1935 AND IS SET 8 INCHES UNDERGROUND.
 DN1127'
 DN1127'REFERENCE NO. 2 IS 48 FEET WEST OF THE SOUTHWEST CORNER OF THE
 DN1127'BARN AND 24 FEET WEST OF A CISTERN.  IT IS STAMPED VALDOSTA NO
 DN1127'2 1935 AND PROJECTS 10 INCHES.
 DN1127'
 DN1127'REFERENCE NO. 3 IS 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF
 DN1127'THE BARN.  IT IS STAMPED VALDOSTA NO 3 1935 AND SET FLUSH.
 DN1127'
 DN1127'AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTER OF FARM ROAD 545,
 DN1127'1.5 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
 DN1127'IT IS A STANDARD REFERENCE MARK DISK STAMPED VALDOSTA 1935
 DN1127'AZIMUTH RESET 1957 AND SET FLUSH.
 DN1127'
 DN1127'TO REACH STATION FROM POST OFFICE IN MELISSA GO EAST ON FARM
 DN1127'ROAD 545 FOR 7.4 MILES TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED,
 DN1127'CONTINUE EAST ON FARM ROAD 545 FOR 0.45 MILES TO DRIVE-WAY
 DN1127'ON RIGHT, TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A BARN
 DN1127'AND THE STATION AS DESCRIBED.
 DN1127
 DN1127                          STATION RECOVERY (1957)
 DN1127
 DN1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1127'IT IS ASSUMED THAT THE STATION HAS BEEN COVERED UP.  REFERENCE
 DN1127'MARK NO. 1 HAS BEEN DUG UP AND IS LAYING BY THE SIDE OF
 DN1127'REFERENCE MARK NO. 2.  REFERENCE MARK NO. 2 AND NO. 3 WERE
 DN1127'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1127'PROCEEDING TO STATION SITE ARE CORRECT.
 DN1127
 DN1127                          STATION RECOVERY (1960)
 DN1127
 DN1127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN1127'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED
 DN1127'AND FOUND IN GOOD CONDITION.  THE STATION MARK IS SET AT
 DN1127'GROUND LEVEL.
 DN1127
 DN1127                          STATION RECOVERY (1994)
 DN1127
 DN1127'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0649 ***********************************************************************
 EO0649  DESIGNATION -  VALENTINE
 EO0649  PID         -  EO0649
 EO0649  STATE/COUNTY-  TX/DEAF SMITH
 EO0649  USGS QUAD   -  WALCOTT (1971)
 EO0649
 EO0649                         *CURRENT SURVEY CONTROL
 EO0649  ___________________________________________________________________
 EO0649* NAD 83(1993)-  34 54 06.85147(N)    102 48 55.36730(W)     ADJUSTED  
 EO0649* NAVD 88     -      1302.6    (meters)    4274.     (feet)  VERTCON   
 EO0649  ___________________________________________________________________
 EO0649  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 EO0649  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 EO0649
 EO0649  HORZ ORDER  -  FIRST
 EO0649
 EO0649.The horizontal coordinates were established by classical geodetic methods
 EO0649.and adjusted by the National Geodetic Survey in February 1996..
 EO0649
 EO0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0649
 EO0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0649
 EO0649.The geoid height was determined by GEOID03.
 EO0649
 EO0649;                    North         East     Units Scale Factor Converg.
 EO0649;SPC TX N     - 1,100,854.571    79,787.674   MT  0.99995116   -0 45 44.3
 EO0649;SPC TX N     - 3,611,720.37    261,770.06   sFT  0.99995116   -0 45 44.3
 EO0649;UTM  13      - 3,864,342.529   699,604.663   MT  1.00009107   +1 15 01.4
 EO0649
 EO0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0649!SPC TX N     -   0.99979941  x   0.99995116  =   0.99975058
 EO0649!UTM  13      -   0.99979941  x   1.00009107  =   0.99989046
 EO0649
 EO0649|---------------------------------------------------------------------|
 EO0649| PID    Reference Object                     Distance      Geod. Az  |
 EO0649|                                                           dddmmss.s |
 EO0649| CJ9166 VALENTINE RM 1                       44.059 METERS 00601     |
 EO0649| CJ9167 VALENTINE RM 2                       53.051 METERS 10739     |
 EO0649| CJ9168 VALENTINE RM 3                       39.746 METERS 13229     |
 EO0649| CJ9165 VALENTINE AZ MK                                    1790857.2 |
 EO0649|---------------------------------------------------------------------|
 EO0649
 EO0649                          SUPERSEDED SURVEY CONTROL
 EO0649
 EO0649  NAD 83(1993)-  34 54 06.85573(N)    102 48 55.36261(W) AD(       ) 1
 EO0649  NAD 83(1986)-  34 54 06.85803(N)    102 48 55.35873(W) AD(       ) 1
 EO0649  NAD 27      -  34 54 06.63400(N)    102 48 53.57200(W) AD(       ) 1
 EO0649  NGVD 29 (07/19/86) 1302.0    (m)         4272.     (f) VERT ANG       
 EO0649
 EO0649.Superseded values are not recommended for survey control.
 EO0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0649.See file dsdata.txt to determine how the superseded data were derived.
 EO0649
 EO0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU9960564343(NAD 83)
 EO0649_MARKER: DS = TRIANGULATION STATION DISK
 EO0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0649
 EO0649  HISTORY     - Date     Condition        Report By
 EO0649  HISTORY     - 1934     MONUMENTED       CGS
 EO0649  HISTORY     - 1938     GOOD             TXHD
 EO0649  HISTORY     - 1956     GOOD             CGS
 EO0649  HISTORY     - 1968     GOOD             USAF
 EO0649  HISTORY     - 1968     GOOD             CGS
 EO0649  HISTORY     - 1968     GOOD             USGS
 EO0649
 EO0649                          STATION DESCRIPTION
 EO0649
 EO0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0649'THIS STATION IS ABOUT 25 MILES WNW OF HEREFORD, IN THE SE
 EO0649'CORNER OF A PASTURE, 5.0 MILES N OF SHORTS STORE AND A CONOCO
 EO0649'GASOLINE STATION, 110 FEET NNW OF A SE FENCE CORNER, 18 FEET
 EO0649'W OF THE W RIGHT-OF-WAY FENCE ALONG A GRADED SECTION LINE
 EO0649'ROAD AND IN THE SE 1/4 SEC. 31, T 4 N, R 3 E.  THE MARK PROJECTS
 EO0649'6 INCHES.
 EO0649'
 EO0649'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0649'BRONZE DISKS SET IN CONCRETE.
 EO0649'
 EO0649'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 2 FEET W OF THE
 EO0649'W RIGHT-OF-WAY FENCE AND PROJECTS 6 INCHES.
 EO0649'
 EO0649'REFERENCE MARK NO. 2 IS ESE OF THE STATION, 97 FEET ENE OF A
 EO0649'NW FENCE CORNER, 32 FEET N OF AN E-W FENCE AND PROJECTS 6 INCHES.
 EO0649'
 EO0649'AZIMUTH MARK IS S OF THE STATION, 3-1/2 FEET N OF A NE FENCE
 EO0649'CORNER, 31-1/2 FEET W OF THE CENTER LINE OF A GRADED ROAD AND
 EO0649'PROJECTS 10 INCHES.
 EO0649'
 EO0649'THE STATION IS REACHED FROM THE HIGH SCHOOL IN THE NW EDGE
 EO0649'OF HEREFORD BY GOING W ON A GRADED ROAD FOR 1.4 MILES.  PASS
 EO0649'THE CEMETERY ON THE LEFT SIDE OF THE ROAD AND CONTINUE W ON
 EO0649'A GRADED ROAD FOR 14.3 MILES, THEN S 0.2 MILE, THEN W FOR
 EO0649'2.0 MILES, THEN N 0.2 MILE, THEN W 5.0 MILES TO SHORTS STORE
 EO0649'AND A CONOCO FILLING STATION AT A CROSSROADS.  TURN RIGHT AND GO
 EO0649'N ON A GRADED ROAD FOR 5.0 MILES TO A NW FENCE CORNER ON THE
 EO0649'RIGHT AND A SE FENCE CORNER ON THE LEFT.  THE STATION IS 110
 EO0649'FEET NNW OF THIS SE FENCE CORNER.
 EO0649'
 EO0649'TO CLEAR THE LINES TO ALL OBJECTS WILL REQUIRE A 50-FOOT
 EO0649'INSTRUMENT STAND.  REFERENCE AND AZIMUTH MARKS ARE VISIBLE
 EO0649'FROM GROUND.
 EO0649
 EO0649                          STATION RECOVERY (1938)
 EO0649
 EO0649'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0649'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 EO0649'AZIMUTH MARK.  IT IS EVIDENTLY COVERED WITH DRIFT SOIL.
 EO0649
 EO0649                          STATION RECOVERY (1956)
 EO0649
 EO0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 EO0649'THE STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 EO0649'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 EO0649'PROCEEDING TO THE STATION SITE ARE CORRECT.
 EO0649
 EO0649                          STATION RECOVERY (1968)
 EO0649
 EO0649'RECOVERY NOTE BY US AIR FORCE 1968
 EO0649'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 EO0649'RECOVERED IN GOOD CONDITION.
 EO0649'
 EO0649'THE ROUTE DESCRIPTION WAS ADEQUATE.
 EO0649
 EO0649                          STATION RECOVERY (1968)
 EO0649
 EO0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCF)
 EO0649'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  STATION
 EO0649'AND REFERENCE MARK NO. 1 ARE NOW APPROXIMATELY 5 FEET E OF WEST
 EO0649'RIGHT-OF-WAY FENCE.  STATION MARK IS FLUSH WITH GROUND AND
 EO0649'REFERENCE MARK NO. 1 PROJECTS ABOUT 3 INCHES.
 EO0649'
 EO0649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 25 MILES WNW
 EO0649'OF HEREFORD TEXAS.
 EO0649
 EO0649                          STATION RECOVERY (1968)
 EO0649
 EO0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EO0649'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34102-4, STATION 1007.
 EO0649'RECOVERY BY USGS, 1968--STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 EO0649'CONDITION.  STATION MARK AND REFERENCE MARK NO. 1 ARE NOW
 EO0649'APPROXIMATELY 5.0 FT. E. OF W. RIGHT-OF-WAY FENCE.  STATION MARK IS
 EO0649'FLUSH WITH GROUND AND REFERENCE MARK NO. 1 PROJECTS ABOUT 3 IN.
 EO0649'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0419 ***********************************************************************
 BQ0419  DESIGNATION -  VALENTINE RED SPIRE
 BQ0419  PID         -  BQ0419
 BQ0419  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0419  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0419
 BQ0419                         *CURRENT SURVEY CONTROL
 BQ0419  ___________________________________________________________________
 BQ0419* NAD 83(1993)-  30 35 15.18037(N)    104 29 31.12117(W)     ADJUSTED  
 BQ0419* NAVD 88     -                                                        
 BQ0419  ___________________________________________________________________
 BQ0419  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 BQ0419  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BQ0419
 BQ0419  HORZ ORDER  -  THIRD
 BQ0419
 BQ0419.The horizontal coordinates were established by classical geodetic methods
 BQ0419.and adjusted by the National Geodetic Survey in February 1996..
 BQ0419
 BQ0419
 BQ0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0419
 BQ0419.The geoid height was determined by GEOID03.
 BQ0419
 BQ0419;                    North         East     Units Scale Factor Converg.
 BQ0419;SPC TX C     - 3,109,539.044   301,262.300   MT  0.99990766   -2 08 31.0
 BQ0419;SPC TX C     -10,201,879.35    988,391.40   sFT  0.99990766   -2 08 31.0
 BQ0419;SPC TXSC     - 4,317,630.807    73,388.629   MT  1.00010206   -2 41 26.1
 BQ0419;SPC TXSC     -14,165,427.07    240,775.86   sFT  1.00010206   -2 41 26.1
 BQ0419;UTM  13      - 3,384,003.463   548,706.642   MT  0.99962926   +0 15 30.7
 BQ0419
 BQ0419                          SUPERSEDED SURVEY CONTROL
 BQ0419
 BQ0419  NAD 83(1986)-  30 35 15.16350(N)    104 29 31.12176(W) AD(       ) 4
 BQ0419  NAD 27      -  30 35 14.66000(N)    104 29 29.39000(W) AD(       ) 3
 BQ0419
 BQ0419.Superseded values are not recommended for survey control.
 BQ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0419.See file dsdata.txt to determine how the superseded data were derived.
 BQ0419
 BQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4870784003(NAD 83)
 BQ0419_MARKER: 89 = SPIRE
 BQ0419
 BQ0419  HISTORY     - Date     Condition        Report By
 BQ0419  HISTORY     - 1942     FIRST OBSERVED   CGS
 BQ0419  HISTORY     - 1958     GOOD             AMS
 BQ0419  HISTORY     - 19961009 GOOD             USPSQD
 BQ0419
 BQ0419                          STATION DESCRIPTION
 BQ0419
 BQ0419'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0419'STATION RECOVERED IN GOOD CONDITION.
 BQ0419'
 BQ0419'THE STATION IS LOCATED ON THE NW CORNER OF THE CHURCH.  74 FEET
 BQ0419'SE OF CENTERLINE OF NE-SW STREET.  29 FEET NE OF FENCE.
 BQ0419
 BQ0419                          STATION RECOVERY (1996)
 BQ0419
 BQ0419'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0418 ***********************************************************************
 BQ0418  DESIGNATION -  VALENTINE WATER TANK
 BQ0418  PID         -  BQ0418
 BQ0418  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0418  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0418
 BQ0418                         *CURRENT SURVEY CONTROL
 BQ0418  ___________________________________________________________________
 BQ0418* NAD 83(1993)-  30 34 59.87359(N)    104 29 18.46481(W)     ADJUSTED  
 BQ0418* NAVD 88     -                                                        
 BQ0418  ___________________________________________________________________
 BQ0418  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 BQ0418  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BQ0418
 BQ0418  HORZ ORDER  -  THIRD
 BQ0418
 BQ0418.The horizontal coordinates were established by classical geodetic methods
 BQ0418.and adjusted by the National Geodetic Survey in February 1996..
 BQ0418
 BQ0418
 BQ0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0418
 BQ0418.The geoid height was determined by GEOID03.
 BQ0418
 BQ0418;                    North         East     Units Scale Factor Converg.
 BQ0418;SPC TX C     - 3,109,055.446   301,581.629   MT  0.99990819   -2 08 24.5
 BQ0418;SPC TX C     -10,200,292.74    989,439.06   sFT  0.99990819   -2 08 24.5
 BQ0418;SPC TXSC     - 4,317,144.079    73,703.373   MT  1.00010044   -2 41 19.9
 BQ0418;SPC TXSC     -14,163,830.20    241,808.48   sFT  1.00010044   -2 41 19.9
 BQ0418;UTM  13      - 3,383,533.795   549,045.851   MT  0.99962967   +0 15 37.0
 BQ0418
 BQ0418                          SUPERSEDED SURVEY CONTROL
 BQ0418
 BQ0418  NAD 83(1986)-  30 34 59.86654(N)    104 29 18.46854(W) AD(       ) 4
 BQ0418  NAD 27      -  30 34 59.34200(N)    104 29 16.73100(W) AD(       ) 3
 BQ0418
 BQ0418.Superseded values are not recommended for survey control.
 BQ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0418.See file dsdata.txt to determine how the superseded data were derived.
 BQ0418
 BQ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4904683534(NAD 83)
 BQ0418_MARKER: 51 = TANK
 BQ0418
 BQ0418  HISTORY     - Date     Condition        Report By
 BQ0418  HISTORY     - 1942     FIRST OBSERVED   CGS
 BQ0418
 BQ0418                          STATION DESCRIPTION
 BQ0418
 BQ0418'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0301 ***********************************************************************
 BQ0301  DESIGNATION -  VALIDATION RM 1
 BQ0301  PID         -  BQ0301
 BQ0301  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0301  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0301
 BQ0301                         *CURRENT SURVEY CONTROL
 BQ0301  ___________________________________________________________________
 BQ0301* NAD 83(1986)-  30 40 37.     (N)    104 00 59.     (W)     SCALED    
 BQ0301* NAVD 88     -      1987.743  (meters)    6521.45   (feet)  ADJUSTED  
 BQ0301  ___________________________________________________________________
 BQ0301  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0301  DYNAMIC HT  -        1984.355 (meters)    6510.34  (feet)  COMP
 BQ0301  MODELED GRAV-     978,864.2   (mgal)                       NAVD 88
 BQ0301  OBS GRAVITY -     978,839.6   (mgal)                       GRAV_OBS
 BQ0301
 BQ0301  VERT ORDER  -  FIRST     CLASS I
 BQ0301
 BQ0301.The horizontal coordinates were scaled from a topographic map and have
 BQ0301.an estimated accuracy of +/- 6 seconds.
 BQ0301
 BQ0301.The orthometric height was determined by differential leveling
 BQ0301.and adjusted by the National Geodetic Survey in June 1991..
 BQ0301
 BQ0301.The geoid height was determined by GEOID03.
 BQ0301
 BQ0301.The dynamic height is computed by dividing the NAVD 88
 BQ0301.geopotential number by the normal gravity value computed on the
 BQ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0301.degrees latitude (g = 980.6199 gals.).
 BQ0301
 BQ0301.The modeled gravity was interpolated from observed gravity values.
 BQ0301.The observed gravity was obtained from relative gravimeter ties
 BQ0301.to the IGSN71 gravity network.
 BQ0301
 BQ0301;                    North         East    Units  Estimated Accuracy
 BQ0301;SPC TX C     - 3,117,840.      347,170.      MT  (+/- 180 meters Scaled)
 BQ0301
 BQ0301                          SUPERSEDED SURVEY CONTROL
 BQ0301
 BQ0301  NGVD 29 (??/??/92) 1987.079  (m)         6519.27   (f) ADJ UNCH    1 1
 BQ0301
 BQ0301.Superseded values are not recommended for survey control.
 BQ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0301.See file dsdata.txt to determine how the superseded data were derived.
 BQ0301
 BQ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP942942(NAD 83)
 BQ0301_MARKER: DR = REFERENCE MARK DISK
 BQ0301_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0301_SP_SET: ROCK OUTCROP
 BQ0301_STAMPING: VALIDATION NO 1 1977
 BQ0301_MARK LOGO: NGS   
 BQ0301_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0301+STABILITY: POSITION/ELEVATION WELL
 BQ0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BQ0301+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1996
 BQ0301
 BQ0301  HISTORY     - Date     Condition        Report By
 BQ0301  HISTORY     - 1977     MONUMENTED       NGS
 BQ0301  HISTORY     - 1980     GOOD             NGS
 BQ0301  HISTORY     - 1988     GOOD             USPSQD
 BQ0301  HISTORY     - 1989     GOOD             USPSQD
 BQ0301  HISTORY     - 19961007 GOOD             USPSQD
 BQ0301  HISTORY     - 19961108 GOOD             NGS
 BQ0301  HISTORY     - 20030322 GOOD             USPSQD
 BQ0301
 BQ0301                          STATION DESCRIPTION
 BQ0301
 BQ0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0301'16.2 MI NW FROM FORT DAVIS.
 BQ0301'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0301'COURTHOUSE AT FORT DAVIS, THENCE 1.10 MILES SOUTHEAST ALONG SPUR 78
 BQ0301'FROM ITS JUNCTION WITH 118, THENCE 0.10 MILES NORTHEAST ALONG GRAVELED
 BQ0301'ROAD LEADING TO THE VALIDATION SITE FOR MCDONALDS OBSERVATORY, 45 FT.
 BQ0301'SOUTHEAST OF A 1097, 62.3 FT. SOUTH OF THE CENTER LINE OF THE
 BQ0301'ROAD, 54.3 FT. NORTH OF THE SOUTH EDGE OF A CLIFF.
 BQ0301
 BQ0301                          STATION RECOVERY (1980)
 BQ0301
 BQ0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0301'RECOVERED IN GOOD CONDITION.
 BQ0301
 BQ0301                          STATION RECOVERY (1988)
 BQ0301
 BQ0301'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0301'RECOVERED IN GOOD CONDITION.
 BQ0301
 BQ0301                          STATION RECOVERY (1989)
 BQ0301
 BQ0301'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0301'RECOVERED IN GOOD CONDITION.
 BQ0301
 BQ0301                          STATION RECOVERY (1996)
 BQ0301
 BQ0301'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0301'RECOVERED IN GOOD CONDITION.
 BQ0301
 BQ0301                          STATION RECOVERY (1996)
 BQ0301
 BQ0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BQ0301'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 BQ0301'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 BQ0301'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 BQ0301'0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.2 KM (0.10 MI)
 BQ0301'SOUTHERLY ALONG A GRAVELED ROAD, NEAR THE CENTER OF A 4 BY 8-FOOT
 BQ0301'EXPOSED AREA OF BEDROCK, 18.3 M (60.0 FT) SOUTHEAST OF THE ROAD
 BQ0301'CENTER, 13.8 M (45.3 FT) NORTH OF BENCH MARK A 1097, 1.0 M (3.3 FT)
 BQ0301'ABOVE THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) ABOVE THE GROUND
 BQ0301'SURFACE.
 BQ0301
 BQ0301                          STATION RECOVERY (2003)
 BQ0301
 BQ0301'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0302 ***********************************************************************
 BQ0302  DESIGNATION -  VALIDATION RM 2
 BQ0302  PID         -  BQ0302
 BQ0302  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0302  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0302
 BQ0302                         *CURRENT SURVEY CONTROL
 BQ0302  ___________________________________________________________________
 BQ0302* NAD 83(1986)-  30 40 37.     (N)    104 00 58.     (W)     SCALED    
 BQ0302* NAVD 88     -      1983.648  (meters)    6508.02   (feet)  ADJUSTED  
 BQ0302  ___________________________________________________________________
 BQ0302  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0302  DYNAMIC HT  -        1980.266 (meters)    6496.92  (feet)  COMP
 BQ0302  MODELED GRAV-     978,864.2   (mgal)                       NAVD 88
 BQ0302  OBS GRAVITY -     978,841.1   (mgal)                       GRAV_OBS
 BQ0302
 BQ0302  VERT ORDER  -  FIRST     CLASS I
 BQ0302
 BQ0302.The horizontal coordinates were scaled from a topographic map and have
 BQ0302.an estimated accuracy of +/- 6 seconds.
 BQ0302
 BQ0302.The orthometric height was determined by differential leveling
 BQ0302.and adjusted by the National Geodetic Survey in June 1991..
 BQ0302
 BQ0302.The geoid height was determined by GEOID03.
 BQ0302
 BQ0302.The dynamic height is computed by dividing the NAVD 88
 BQ0302.geopotential number by the normal gravity value computed on the
 BQ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0302.degrees latitude (g = 980.6199 gals.).
 BQ0302
 BQ0302.The modeled gravity was interpolated from observed gravity values.
 BQ0302.The observed gravity was obtained from relative gravimeter ties
 BQ0302.to the IGSN71 gravity network.
 BQ0302
 BQ0302;                    North         East    Units  Estimated Accuracy
 BQ0302;SPC TX C     - 3,117,840.      347,200.      MT  (+/- 180 meters Scaled)
 BQ0302
 BQ0302                          SUPERSEDED SURVEY CONTROL
 BQ0302
 BQ0302  NGVD 29 (??/??/92) 1982.983  (m)         6505.84   (f) ADJ UNCH    1 1
 BQ0302
 BQ0302.Superseded values are not recommended for survey control.
 BQ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0302.See file dsdata.txt to determine how the superseded data were derived.
 BQ0302
 BQ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP942942(NAD 83)
 BQ0302_MARKER: DR = REFERENCE MARK DISK
 BQ0302_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0302_SP_SET: ROCK OUTCROP
 BQ0302_STAMPING: VALIDATION NO 2 1977
 BQ0302_MARK LOGO: NGS   
 BQ0302_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0302+STABILITY: POSITION/ELEVATION WELL
 BQ0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BQ0302+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1996
 BQ0302
 BQ0302  HISTORY     - Date     Condition        Report By
 BQ0302  HISTORY     - 1977     MONUMENTED       NGS
 BQ0302  HISTORY     - 1980     GOOD             NGS
 BQ0302  HISTORY     - 1988     GOOD             USPSQD
 BQ0302  HISTORY     - 1989     GOOD             USPSQD
 BQ0302  HISTORY     - 19961007 GOOD             USPSQD
 BQ0302  HISTORY     - 19961108 GOOD             NGS
 BQ0302  HISTORY     - 20030322 GOOD             USPSQD
 BQ0302
 BQ0302                          STATION DESCRIPTION
 BQ0302
 BQ0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0302'16.20 MI NW FROM FORT DAVIS.
 BQ0302'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0302'COURTHOUSE AT FORT DAVIS, THENCE 1.10 MILES SOUTHEAST ALONG SPUR 78
 BQ0302'FROM ITS JUNCTION WITH 118, THENCE 0.10 MILES NORTHEAST ALONG A
 BQ0302'GRAVELED ROAD LEADING TO THE VALIDATION SITE FOR MCDONALDS
 BQ0302'OBSERVATORY, 45 FT. WEST OF THE CENTER LINE OF THE DIRT ROAD,
 BQ0302'6 FT. SOUTHEAST OF A 2 PRONGED TREES, 48 FT. NORTHEAST OF B 1097.
 BQ0302
 BQ0302                          STATION RECOVERY (1980)
 BQ0302
 BQ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0302'RECOVERED IN GOOD CONDITION.
 BQ0302
 BQ0302                          STATION RECOVERY (1988)
 BQ0302
 BQ0302'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0302'RECOVERED IN GOOD CONDITION.
 BQ0302
 BQ0302                          STATION RECOVERY (1989)
 BQ0302
 BQ0302'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0302'RECOVERED IN GOOD CONDITION.
 BQ0302
 BQ0302                          STATION RECOVERY (1996)
 BQ0302
 BQ0302'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0302'RECOVERED IN GOOD CONDITION.
 BQ0302
 BQ0302                          STATION RECOVERY (1996)
 BQ0302
 BQ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BQ0302'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 BQ0302'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 BQ0302'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 BQ0302'0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI)
 BQ0302'SOUTHERLY ALONG A GRAVELED ROAD, NEAR THE CENTER OF A 3 BY 3-FOOT
 BQ0302'EXPOSED AREA OF BEDROCK, 21.8 M (71.5 FT) WEST OF THE SOUTHWEST CORNER
 BQ0302'OF A BUILDING, 16.1 M (52.8 FT) WEST OF THE ROAD CENTER, 14.2 M (46.6
 BQ0302'FT) EAST OF BENCH MARK B 1097, 5.8 M (19.0 FT) SOUTHWEST OF A UTILITY
 BQ0302'POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND FLUSH WITH THE
 BQ0302'GROUND SURFACE.
 BQ0302
 BQ0302                          STATION RECOVERY (2003)
 BQ0302
 BQ0302'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0303 ***********************************************************************
 BQ0303  DESIGNATION -  VALIDATION RM 3
 BQ0303  PID         -  BQ0303
 BQ0303  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0303  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0303
 BQ0303                         *CURRENT SURVEY CONTROL
 BQ0303  ___________________________________________________________________
 BQ0303* NAD 83(1986)-  30 40 38.     (N)    104 00 58.     (W)     SCALED    
 BQ0303* NAVD 88     -      1981.101  (meters)    6499.66   (feet)  ADJUSTED  
 BQ0303  ___________________________________________________________________
 BQ0303  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0303  DYNAMIC HT  -        1977.726 (meters)    6488.59  (feet)  COMP
 BQ0303  MODELED GRAV-     978,865.3   (mgal)                       NAVD 88
 BQ0303
 BQ0303  VERT ORDER  -  FIRST     CLASS I
 BQ0303
 BQ0303.The horizontal coordinates were scaled from a topographic map and have
 BQ0303.an estimated accuracy of +/- 6 seconds.
 BQ0303
 BQ0303.The orthometric height was determined by differential leveling
 BQ0303.and adjusted by the National Geodetic Survey in June 1991..
 BQ0303
 BQ0303.The geoid height was determined by GEOID03.
 BQ0303
 BQ0303.The dynamic height is computed by dividing the NAVD 88
 BQ0303.geopotential number by the normal gravity value computed on the
 BQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0303.degrees latitude (g = 980.6199 gals.).
 BQ0303
 BQ0303.The modeled gravity was interpolated from observed gravity values.
 BQ0303
 BQ0303;                    North         East    Units  Estimated Accuracy
 BQ0303;SPC TX C     - 3,117,870.      347,200.      MT  (+/- 180 meters Scaled)
 BQ0303
 BQ0303                          SUPERSEDED SURVEY CONTROL
 BQ0303
 BQ0303  NGVD 29 (??/??/92) 1980.439  (m)         6497.49   (f) ADJ UNCH    1 1
 BQ0303
 BQ0303.Superseded values are not recommended for survey control.
 BQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0303.See file dsdata.txt to determine how the superseded data were derived.
 BQ0303
 BQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP942942(NAD 83)
 BQ0303_MARKER: DR = REFERENCE MARK DISK
 BQ0303_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0303_SP_SET: ROCK OUTCROP
 BQ0303_STAMPING: VALIDATION NO 3 1977
 BQ0303_MARK LOGO: NGS   
 BQ0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0303+STABILITY: POSITION/ELEVATION WELL
 BQ0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BQ0303+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1996
 BQ0303
 BQ0303  HISTORY     - Date     Condition        Report By
 BQ0303  HISTORY     - 1977     MONUMENTED       NGS
 BQ0303  HISTORY     - 1980     GOOD             NGS
 BQ0303  HISTORY     - 1988     GOOD             USPSQD
 BQ0303  HISTORY     - 1989     GOOD             USPSQD
 BQ0303  HISTORY     - 19961007 GOOD             USPSQD
 BQ0303  HISTORY     - 19961108 GOOD             NGS
 BQ0303  HISTORY     - 20030322 GOOD             USPSQD
 BQ0303
 BQ0303                          STATION DESCRIPTION
 BQ0303
 BQ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0303'16.20 MI NW FROM FORT DAVIS.
 BQ0303'ABOUT 15.05 MILES NORTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0303'COURTHOUSE AT FORT DAVIS, THENCE 1.10 MILES SOUTHEAST ALONG SPUR
 BQ0303'78 FROM ITS JUNCTION WITH 118, THENCE 0.10 MILES NORTHEAST
 BQ0303'ALONG A GRAVELED ROAD LEADING TO THE VALIDATION SITE FOR
 BQ0303'MCDONALDS OBSERVATORY, 12 FT. WEST OF THE CENTER LINE OF THE ROAD,
 BQ0303'51 FT. SOUTH OF THE CENTER LINE OF THE TURN A-ROUND, 36 FT.
 BQ0303'WEST OF SOUTHWEST END OF DUMP HOLE.
 BQ0303
 BQ0303                          STATION RECOVERY (1980)
 BQ0303
 BQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0303'RECOVERED IN GOOD CONDITION.
 BQ0303
 BQ0303                          STATION RECOVERY (1988)
 BQ0303
 BQ0303'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0303'RECOVERED IN GOOD CONDITION.
 BQ0303
 BQ0303                          STATION RECOVERY (1989)
 BQ0303
 BQ0303'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0303'RECOVERED IN GOOD CONDITION.
 BQ0303
 BQ0303                          STATION RECOVERY (1996)
 BQ0303
 BQ0303'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0303'RECOVERED IN GOOD CONDITION.
 BQ0303
 BQ0303                          STATION RECOVERY (1996)
 BQ0303
 BQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BQ0303'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 BQ0303'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 BQ0303'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 BQ0303'0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI)
 BQ0303'SOUTHERLY ALONG A GRAVELED ROAD, NEAR THE CENTER OF A 4 BY 4-FOOT
 BQ0303'EXPOSED AREA OF BEDROCK, 34.5 M (113.2 FT) SOUTHEAST OF THE
 BQ0303'INTERSECTION OF THE PAVED AND GRAVELED ROAD, 3.9 M (12.8 FT) WEST OF
 BQ0303'THE ROAD CENTER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND FLUSH
 BQ0303'WITH THE GROUND SURFACE.
 BQ0303
 BQ0303                          STATION RECOVERY (2003)
 BQ0303
 BQ0303'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1452 ***********************************************************************
 AH1452  DESIGNATION -  VALLEY
 AH1452  PID         -  AH1452
 AH1452  STATE/COUNTY-  TX/KLEBERG
 AH1452  USGS QUAD   -  SOUTH BIRD ISLAND SE (1975)
 AH1452
 AH1452                         *CURRENT SURVEY CONTROL
 AH1452  ___________________________________________________________________
 AH1452* NAD 83(1993)-  27 19 58.43553(N)    097 20 57.64953(W)     ADJUSTED  
 AH1452* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1452  ___________________________________________________________________
 AH1452  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AH1452  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AH1452
 AH1452  HORZ ORDER  -  SECOND
 AH1452
 AH1452.The horizontal coordinates were established by classical geodetic methods
 AH1452.and adjusted by the National Geodetic Survey in February 1996..
 AH1452
 AH1452.The orthometric height was scaled from a topographic map.
 AH1452
 AH1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1452
 AH1452.The geoid height was determined by GEOID03.
 AH1452
 AH1452;                    North         East     Units Scale Factor Converg.
 AH1452;SPC TX S     - 5,185,124.533   413,858.043   MT  0.99991149   +0 31 20.7
 AH1452;SPC TX S     -17,011,529.41  1,357,799.26   sFT  0.99991149   +0 31 20.7
 AH1452;UTM  14      - 3,024,387.971   663,297.989   MT  0.99992918   +0 45 29.1
 AH1452
 AH1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1452!SPC TX S     -   1.00000348  x   0.99991149  =   0.99991497
 AH1452!UTM  14      -   1.00000348  x   0.99992918  =   0.99993266
 AH1452
 AH1452:                Primary Azimuth Mark                     Grid Az
 AH1452:SPC TX S     -  UNION                                    185 54 28.8
 AH1452:UTM  14      -  UNION                                    185 40 20.4
 AH1452
 AH1452|---------------------------------------------------------------------|
 AH1452| PID    Reference Object                     Distance      Geod. Az  |
 AH1452|                                                           dddmmss.s |
 AH1452| AH1448 UNION                               APPROX. 7.2 KM 1862549.5 |
 AH1452|---------------------------------------------------------------------|
 AH1452
 AH1452                          SUPERSEDED SURVEY CONTROL
 AH1452
 AH1452  NAD 83(1986)-  27 19 58.45151(N)    097 20 57.62691(W) AD(       ) 2
 AH1452  NAD 27      -  27 19 57.29800(N)    097 20 56.67100(W) AD(       ) 2
 AH1452
 AH1452.Superseded values are not recommended for survey control.
 AH1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1452.See file dsdata.txt to determine how the superseded data were derived.
 AH1452
 AH1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6329824388(NAD 83)
 AH1452_MARKER: P = PIPE CAP
 AH1452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1452_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AH1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1452
 AH1452  HISTORY     - Date     Condition        Report By
 AH1452  HISTORY     - 1939     MONUMENTED       CGS
 AH1452  HISTORY     - 1946     GOOD             SUNOCO
 AH1452  HISTORY     - 1949     GOOD             CGS
 AH1452  HISTORY     - 1951     GOOD             CGS
 AH1452  HISTORY     - 1958     GOOD             SHELL
 AH1452  HISTORY     - 1961     GOOD             MOBIL
 AH1452  HISTORY     - 1968     GOOD             CGS
 AH1452  HISTORY     - 1969     GOOD             CGS
 AH1452  HISTORY     - 1979     GOOD             NGS
 AH1452
 AH1452                          STATION DESCRIPTION
 AH1452
 AH1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1452'STATION VALLEY IS LOCATED ON PADRE ISLAND, ABOUT 24 MILES
 AH1452'SSW OF CORPUS CHRISTI PASS, ABOUT 4-1/2 MILES ENE OF POINT-OF-ROCKS
 AH1452'ON N SHORE OF BAFFIN BAY, ABOUT 6-3/4 MILES NE OF POINT PENESCAL
 AH1452'ON S SIDE OF BAFFIN BAY, ABOUT 1 MILE W OF BEACH.  IT IS
 AH1452'ON A LARGE GRASS-COVERED FLAT, SURROUNDED BY BARE SAND DUNES.
 AH1452'
 AH1452'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE TOP
 AH1452'OF A 3-INCH GALVANIZED-IRON PIPE 6 FEET LONG, EMBEDDED IN
 AH1452'CONCRETE AND PROJECTING 18 INCHES ABOVE THE SURFACE OF THE
 AH1452'GROUND.
 AH1452'
 AH1452'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1452
 AH1452                          STATION RECOVERY (1946)
 AH1452
 AH1452'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AH1452'MARK IS IN GOOD CONDITION.  DESCRIPTION IS GOOD.  IT IS NOW
 AH1452'IN A SAND DUNE AREA AND IS FLUSH WITH THE GROUND.
 AH1452
 AH1452                          STATION RECOVERY (1949)
 AH1452
 AH1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1452'NOT RECOVERED.  A THOROUGH SEARCH OF THE AREA WAS MADE BY A
 AH1452'TWO-MAN PARTY WITHOUT FINDING ANY TRACE OF THE STATION.  STATION
 AH1452'IS PROBABLY INTACT, BUT MOST LIKELY COVERED BY SHIFTING SAND
 AH1452'AND RECOVERABLE ONLY BY TRAVERSE.
 AH1452
 AH1452                          STATION RECOVERY (1951)
 AH1452
 AH1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AH1452'STATION WAS RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AH1452'FOLLOWS--
 AH1452'
 AH1452'STATION IS LOCATED ON PADRE ISLAND 21 MILES SW ALONG THE
 AH1452'BEACH FROM THE FISHING PIER AT NUECES COUNTY PARK NO. 1,
 AH1452'APPROXIMATELY 1 MILE W OF THE GULF BEACH, IN AN OPENING BETWEEN
 AH1452'LARGE PILES OF SHIFTING SAND.  IT IS AT THE W EDGE OF A SMALL
 AH1452'INTERMITTENT POND, APPROXIMATELY 4,500 FEET NW OF A WINDMILL
 AH1452'AND SMALL CONCRETE TANK.
 AH1452'
 AH1452'STATION MARK IS A STANDARD DISK, STAMPED VALLEY 1939, AND
 AH1452'SET IN THE TOP OF A 3-INCH GALVANIZED PIPE.  THE PIPE PROJECTS
 AH1452'18 INCHES ABOVE THE GROUND.
 AH1452'
 AH1452'A 4- BY 4-INCH WOODEN WITNESS POST PROJECTING 8 FEET ABOVE
 AH1452'THE GROUND, WAS SET 3 FEET N OF THE STATION.
 AH1452'
 AH1452'TO REACH FROM THE FISHING PIER AT NUECES COUNTY PARK NO. 1
 AH1452'ON PADRE ISLAND, PROCEED SW ALONG THE BEACH 20.6 MILES TO A
 AH1452'SIGN WHICH READS ENTERING LITTLE SHELL 19 MILES BACK TO CHAPPELS
 AH1452'OASIS, TURN RIGHT AND PICK YOUR WAY ACROSS THE CHAIN OF DUNES
 AH1452'TO THE WINDMILL MENTIONED ABOVE, FROM THE WINDMILL TRAVEL
 AH1452'NW CROSSING ONE PILE OF SHIFTING SAND TO A GRASSY FLAT, CONTINUE
 AH1452'ALONG THE GRASSY FLAT TO ITS NW END AND THE STATION.  SHIFTING
 AH1452'SAND SURROUNDS THE STATION EXCEPT TO THE SE AND IT WILL
 AH1452'PROBABLY COVER AT INTERVALS.
 AH1452
 AH1452                          STATION RECOVERY (1958)
 AH1452
 AH1452'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AH1452'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH1452
 AH1452                          STATION RECOVERY (1961)
 AH1452
 AH1452'RECOVERY NOTE BY MOBIL OIL CORPORATION 1961 (ACM)
 AH1452'RECOVERED IN GOOD CONDITION.  STATION COVERED BY APPROXIMATELY
 AH1452'9 INCHES OF SAND.
 AH1452
 AH1452                          STATION RECOVERY (1968)
 AH1452
 AH1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1452'STATION MARK RECOVERED IN GOOD CONDITION.  THERE IS A 15
 AH1452'FOOT STEEL OBSERVING STAND OVER THE MARK.
 AH1452'
 AH1452'THE 1951 RECOVERY NOTE, BY P.L.B., IS ADEQUATE EXCEPT THERE
 AH1452'IS NO SIGN ON THE BEACH, NOR ANY WINDMILL VISIBLE FROM THE
 AH1452'STATION.
 AH1452
 AH1452                          STATION RECOVERY (1969)
 AH1452
 AH1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1452'THE STATION MARK WAS RECOVERED IN GOOD CONDITION ABOUT AS
 AH1452'DESCRIBED BY P.L.B. IN 1939 AND 1949.  A NEW DESCRIPTION TO
 AH1452'REACH THE STATION AND A FEW ADDITIONAL NOTES FOR RECOVERY
 AH1452'FOLLOW--
 AH1452'
 AH1452'TO REACH THE STATION FROM THE ARCH OVER STATE HIGHWAY 358
 AH1452'AT THE ENTRANCE TO THE PADRE ISLAND CAUSEWAY AND AT THE
 AH1452'SOUTHEAST EDGE OF CORPUS CHRISTI, GO SOUTHEAST ON STATE
 AH1452'HIGHWAY 358 FOR 4.9 MILES TO JUNCTION OF PARK ROADS 53 AND 22.
 AH1452'CONTINUE AHEAD, NOW SOUTHERLY, ON PARK ROAD 22 FOR 2.1 MILES
 AH1452'TO SIDE ROAD ON THE LEFT, ENTRANCE TO NUECES COUNTY PARK,
 AH1452'CONTINUE AHEAD SOUTHERLY ON PARK ROAD 22 FOR 8.7 MILES TO A
 AH1452'SIDE ROAD LEFT, (BEACH ACCESS ROAD), CONTINUE AHEAD,
 AH1452'SOUTHWESTERLY ON HIGHWAY FOR 4.85 MILES TO THE END OF THE ROAD AT
 AH1452'THE GULF BEACH.  GO SOUTHWESTERLY DOWN BEACH FOR 2.2
 AH1452'MILES TO OIL TANKS ON THE RIGHT, CONTINUE AHEAD ON BEACH
 AH1452'FOR 2.5 MILES TO THE END OF TRUCK TRAVEL AT TRASH BARREL ON
 AH1452'WOOD RACK.  PACK ON MAGNETIC BEARING OF 286 DEG FOR 1.1
 AH1452'MILES OVER SAND DUNES AND SAND FLATS (CROSSING OIL COMPANY
 AH1452'SHELL ROAD AT ABOUT 1/2 MILE) TO PIPE LINE AT THE WEST SIDE
 AH1452'OF INTERMITTENT POND AND STATION AS DESCRIBED.
 AH1452'
 AH1452'THE STATION MARK IS A STANDARD DISK SCREWED TO THE TOP OF
 AH1452'A 4 INCH GALVANIZED IRON PIPE THAT IS ABOUT FLUSH WITH THE SANDY
 AH1452'SURFACE.  IT IS AS DESCRIBED AND 105 YARDS SOUTHWEST OF BEND
 AH1452'IN PIPE LINE TO THE NORTHEAST, 238 FEET WEST OF PIPELINE AT
 AH1452'POINT 86 YARDS SOUTH OF THE BEND AND 1 FOOT NORTH OF METAL
 AH1452'WITNESS POST WITH SIGN.  A TEN FOOT HIGH, THREE LEG, ALUMINUM
 AH1452'TRIPOD HAS BEEN BUILT OVER THE MARK.
 AH1452'
 AH1452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--32 MILES
 AH1452'SSE OF CORPUS CHRISTI
 AH1452
 AH1452                          STATION RECOVERY (1979)
 AH1452
 AH1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1452'STATION WAS NOT OCCUPIED.
 AH1452'
 AH1452'NO REFERENCE MARKS TO THIS STATION.
 AH1452'
 AH1452'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION, THE MARK IS ABOUT
 AH1452'8 INCHES BELOW THE SURFACE OF GROUND WITH A LOT OF GRASS IN THE AREA
 AH1452'AT THIS TIME.  A NEW TO REACH FOLLOWS.
 AH1452'
 AH1452'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAY 358 AND PARK ROADS 22
 AH1452'AND 53, GO SOUTHEASTERLY ON PARKS ROAD 22, 2.1 MILE TO THE ENTRANCE
 AH1452'TO A PARK, CONTINUE AHEAD ON PARKS ROAD 22 FOR 8.7 MILE TO A SIDE
 AH1452'ROAD LEFT.  CONTINUE AHEAD ON PARK ROAD 22 FOR 5.0 MILE TO THE END
 AH1452'OF PARK ROAD LEADING TO BEACH, CONTINUE SOUTHERLY ON BEACH FOR 5.0
 AH1452'MILE TO A WELL HEAD PIPE ON THE RIGHT, CONTINUE SOUTHERLY ON BEACH
 AH1452'FOR 0.8 MILE TO A SIGN ON THE RIGHT (4WHEEL DRIVE ONLY BEYOND THIS
 AH1452'POINT), CONTINUE SOUTHERLY ON BEACH FOR 0.4 MILE.  FROM HERE
 AH1452'PACK WESTERLY FOR APPROXIMATELY 1 MILE TO A PIPE LINE MARKED BY A
 AH1452'NUMBER OF 6 X 6 POSTS ABOUT 5 FEET HIGH, STATION IS 86 FEET WEST
 AH1452'OF THE PIPE LINE WHERE IT MARK A BEND TO THE LEFT.  MARKED BY A
 AH1452'WITNESS POST, PIPE LINE TO THE SOUTHEAST OF STATION IS ON TOP OF
 AH1452'GROUND.
 AH1452'
 AH1452'NOTE.  A HELICOPTER CAN LAND NEAR THE STATION.
 AH1452'
 AH1452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 24 MILES SSW
 AH1452'OF CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0717 ***********************************************************************
 AO0717  DESIGNATION -  VALLEY
 AO0717  PID         -  AO0717
 AO0717  STATE/COUNTY-  TX/DIMMIT
 AO0717  USGS QUAD   -  FLYING W RANCH (1974)
 AO0717
 AO0717                         *CURRENT SURVEY CONTROL
 AO0717  ___________________________________________________________________
 AO0717* NAD 83(1993)-  28 27 12.18705(N)    099 27 54.58055(W)     ADJUSTED  
 AO0717* NAVD 88     -       145.4    (meters)     477.     (feet)  VERTCON   
 AO0717  ___________________________________________________________________
 AO0717  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AO0717  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AO0717
 AO0717  HORZ ORDER  -  FIRST
 AO0717
 AO0717.The horizontal coordinates were established by classical geodetic methods
 AO0717.and adjusted by the National Geodetic Survey in February 1996..
 AO0717
 AO0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0717
 AO0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0717
 AO0717.The geoid height was determined by GEOID03.
 AO0717
 AO0717;                    North         East     Units Scale Factor Converg.
 AO0717;SPC TXSC     - 4,068,811.520   554,439.803   MT  0.99998063   -0 13 40.4
 AO0717;SPC TXSC     -13,349,092.46  1,819,024.59   sFT  0.99998063   -0 13 40.4
 AO0717;UTM  14      - 3,147,515.928   454,456.750   MT  0.99962560   -0 13 17.9
 AO0717
 AO0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0717!SPC TXSC     -   0.99998100  x   0.99998063  =   0.99996163
 AO0717!UTM  14      -   0.99998100  x   0.99962560  =   0.99960661
 AO0717
 AO0717|---------------------------------------------------------------------|
 AO0717| PID    Reference Object                     Distance      Geod. Az  |
 AO0717|                                                           dddmmss.s |
 AO0717| CV5684 VALLEY RM 1                          18.516 METERS 04008     |
 AO0717| AO0714 ARTESIA WELLS RAD MAST              APPROX.18.1 KM 1623955.5 |
 AO0717| CV5685 VALLEY RM 2                          16.286 METERS 27423     |
 AO0717| CV5683 VALLEY AZ MK                                       2912253.7 |
 AO0717|---------------------------------------------------------------------|
 AO0717
 AO0717                          SUPERSEDED SURVEY CONTROL
 AO0717
 AO0717  NAD 83(1986)-  28 27 12.18460(N)    099 27 54.55799(W) AD(       ) 1
 AO0717  NAD 27      -  28 27 11.22236(N)    099 27 53.40871(W) AD(       ) 1
 AO0717  NGVD 29 (07/19/86)  145.3    (m)          477.     (f) VERT ANG       
 AO0717
 AO0717.Superseded values are not recommended for survey control.
 AO0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0717.See file dsdata.txt to determine how the superseded data were derived.
 AO0717
 AO0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS5445747516(NAD 83)
 AO0717_MARKER: DS = TRIANGULATION STATION DISK
 AO0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0717
 AO0717  HISTORY     - Date     Condition        Report By
 AO0717  HISTORY     - 1972     MONUMENTED       NGS
 AO0717
 AO0717                          STATION DESCRIPTION
 AO0717
 AO0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0717'THE STATION IS ABOUT 14 MILES WEST AND 1 MILE NORTH OF COTULLA, 8
 AO0717'1/2 MILES SOUTH AND 6 MILES EAST OF BIG WELLS AND ON THE SOUTH
 AO0717'RIGHT-OF-WAY OF FARM ROAD 1558.
 AO0717'
 AO0717'TO REACH THE STATION FROM THE POST OFFICE IN BIG WELLS, GO EAST ON
 AO0717'STATE HIGHWAY 85 FOR 3.05 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 AO0717'RIGHT AND GO SOUTH ON FARM ROAD 468 FOR 1.5 MILES TO THE JUNCTION
 AO0717'WITH FARM ROAD 1019.  GO SOUTH AND SOUTHEAST ON FARM ROAD 1019 FOR
 AO0717'5.3 MILES TO THE JUNCTION WITH FARM ROAD 1558.  GO SOUTHEAST ON
 AO0717'FARM ROAD 1558 FOR 2.05 MILES TO THE AZIMUTH MARK ON THE RIGHT, JUST
 AO0717'BEFORE REACHING A CURVE TO THE LEFT, CONTINUE ON FARM ROAD 1558,
 AO0717'EAST-SOUTHEAST, FOR 1.3 MILES TO A 6-WAY JUNCTION AND
 AO0717'THE STATION ON THE RIGHT.
 AO0717'
 AO0717'STATION MARKS ARE STANDARD DISKS, STAMPED VALLEY 1972.  THE SURFACE
 AO0717'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0717'THAT PROJECTS 3 INCHES.  IT IS 27.0 FEET SOUTH OF THE CENTER OF
 AO0717'FARM ROAD 1558, 20.7 FEET NORTH OF THE CENTER OF A METAL GATE AND
 AO0717'12.5 FEET NORTHWEST OF A WITNESS POST.  THE UNDERGROUND MARK IS SET
 AO0717'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 AO0717'SURFACE.
 AO0717'
 AO0717'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VALLEY NO 1 1972, SET
 AO0717'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0717'3 INCHES.  IT IS 62.5 FEET NORTH-NORTHEAST OF THE WITNESS POST,
 AO0717'31.0 FEET NORTH OF THE CENTER OF THE FARM ROAD, 1.0 FOOT
 AO0717'SOUTH-SOUTHWEST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 AO0717'STATION.
 AO0717'
 AO0717'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VALLEY NO 2 1972, SET IN
 AO0717'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AO0717'INCH.  IT IS 63.6 FEET WEST OF THE WITNESS POST, 42.0 FEET SOUTH OF
 AO0717'THE CENTER OF THE FARM ROAD, 1.0 FOOT NORTHEAST OF A FENCE AND
 AO0717'ABOUT 1 FOOT LOWER THAN THE STATION.
 AO0717'
 AO0717'AZIMUTH MARK IS A STANDARD DISK, STAMPED VALLEY 1972, SET IN THE TOP
 AO0717'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2 INCHES.
 AO0717'IT IS 32.0 FEET SOUTHWEST OF THE CENTER OF FARM ROAD 1558, 1.6 FEET
 AO0717'EAST OF A WITNESS POST AND 1.3 FEET NORTHEAST OF A FENCE.
 AO0717'
 AO0717'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1310 ***********************************************************************
 DN1310  DESIGNATION -  VALLEY
 DN1310  PID         -  DN1310
 DN1310  STATE/COUNTY-  TX/MONTAGUE
 DN1310  USGS QUAD   -  LEON SOUTH (1968)
 DN1310
 DN1310                         *CURRENT SURVEY CONTROL
 DN1310  ___________________________________________________________________
 DN1310* NAD 83(1993)-  33 50 43.86479(N)    097 29 23.12633(W)     ADJUSTED  
 DN1310* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 DN1310  ___________________________________________________________________
 DN1310  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DN1310  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DN1310
 DN1310  HORZ ORDER  -  THIRD
 DN1310
 DN1310.The horizontal coordinates were established by classical geodetic methods
 DN1310.and adjusted by the National Geodetic Survey in February 1996..
 DN1310
 DN1310.The orthometric height was scaled from a topographic map.
 DN1310
 DN1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1310
 DN1310.The geoid height was determined by GEOID03.
 DN1310
 DN1310;                    North         East     Units Scale Factor Converg.
 DN1310;SPC TXNC     - 2,242,071.417   693,495.276   MT  0.99996846   +0 33 03.5
 DN1310;SPC TXNC     - 7,355,862.64  2,275,242.42   sFT  0.99996846   +0 33 03.5
 DN1310;UTM  14      - 3,746,053.309   639,725.792   MT  0.99984068   +0 50 28.6
 DN1310
 DN1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1310!SPC TXNC     -   0.99996103  x   0.99996846  =   0.99992949
 DN1310!UTM  14      -   0.99996103  x   0.99984068  =   0.99980172
 DN1310
 DN1310:                Primary Azimuth Mark                     Grid Az
 DN1310:SPC TXNC     -  VALLEY AZ MK                             003 22 26.4
 DN1310:UTM  14      -  VALLEY AZ MK                             003 05 01.3
 DN1310
 DN1310|---------------------------------------------------------------------|
 DN1310| PID    Reference Object                     Distance      Geod. Az  |
 DN1310|                                                           dddmmss.s |
 DN1310| CY2555 VALLEY AZ MK                                       0035529.9 |
 DN1310| CY2556 VALLEY RM 1                           9.917 METERS 05512     |
 DN1310| CY2557 VALLEY RM 2                           7.628 METERS 30331     |
 DN1310|---------------------------------------------------------------------|
 DN1310
 DN1310                          SUPERSEDED SURVEY CONTROL
 DN1310
 DN1310  NAD 83(1993)-  33 50 43.86453(N)    097 29 23.12541(W) AD(       ) 3
 DN1310  NAD 83(1986)-  33 50 43.86895(N)    097 29 23.11547(W) AD(       ) 3
 DN1310  NAD 27      -  33 50 43.49720(N)    097 29 22.03270(W) AD(       ) 3
 DN1310
 DN1310.Superseded values are not recommended for survey control.
 DN1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1310.See file dsdata.txt to determine how the superseded data were derived.
 DN1310
 DN1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3972646053(NAD 83)
 DN1310_MARKER: DS = TRIANGULATION STATION DISK
 DN1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1310
 DN1310  HISTORY     - Date     Condition        Report By
 DN1310  HISTORY     - 1956     MONUMENTED       CGS
 DN1310  HISTORY     - 19980214 GOOD             USPSQD
 DN1310
 DN1310                          STATION DESCRIPTION
 DN1310
 DN1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1310'THE STATION IS ABOUT 10 MILES NORTH OF SAINT JO, 2 MILES SOUTH
 DN1310'OF ILLINOIS BEND, 1 MILE WEST OF THE SOUTHWEST PART OF A
 DN1310'LARGE BEND OF THE RED RIVER, AND 100 YARDS EAST OF THE HOME
 DN1310'OF MR. J.T. BROWNING.
 DN1310'
 DN1310'THE STATION MARK, STAMPED VALLEY 1955, IS 83 FEET WEST OF
 DN1310'THE CENTER OF STATE HIGHWAY 677, 34 FEET WEST OF PROPERTY
 DN1310'FENCE LINE, 18 FEET WEST OF A LARGE OAK TREE, 17 FEET SOUTH
 DN1310'OF ANOTHER FENCE LINE, AND 12 FEET NORTH OF THE CENTER OF
 DN1310'LANE.  THE MONUMENT IS SET FLUSH WITH THE GROUND.
 DN1310'
 DN1310'REFERENCE MARK NO. 1, STAMPED VALLEY NO 1 1955, IS 19 FEET
 DN1310'NORTHEAST OF A LARGE OAK TREE, 7 FEET WEST OF A PROPERTY
 DN1310'FENCE LINE, 4 FEET SOUTH OF ANOTHER FENCE LINE, AND 1 FOOT
 DN1310'LOWER IN ELEVATION THAN THE STATION MARK.  THE MONUMENT IS
 DN1310'SET FLUSH WITH THE GROUND.
 DN1310'
 DN1310'REFERENCE MARK NO. 2, STAMPED VALLEY NO 2 1955, IS 1 FOOT
 DN1310'HIGHER IN ELEVATION THAN THE STATION MARK, AND 18 INCHES
 DN1310'SOUTH OF A FENCE LINE.  THE MONUMENT IS SET FLUSH WITH THE
 DN1310'GROUND.
 DN1310'
 DN1310'THE AZIMUTH MARK, STAMPED VALLEY 1955, IS 46 FEET WEST OF
 DN1310'THE CENTER OF STATE HIGHWAY 677, 25 FEET SOUTH OF THE CENTER
 DN1310'OF A LANE LEADING TO A WHITE HOUSE, 2 FEET EAST OF A FENCE
 DN1310'CORNER POST, AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE
 DN1310'MONUMENT PROJECTS 2 INCHES ABOVE THE GROUND.
 DN1310'
 DN1310'TO REACH THE STATION FROM THE POST OFFICE IN SAINT JO, PROCEED
 DN1310'NORTH FOR 1 BLOCK TO SOUTH MAIN STREET, TURN LEFT, WEST FOR
 DN1310'ONE BLOCK TO EAST HOWELL STREET, TURN RIGHT, NORTH ON EAST
 DN1310'HOWELL STREET AND FOLLOW STATE HIGHWAY 677 NORTH FOR 7.5
 DN1310'MILES TO CAPPS CORNER.  CONTINUE NORTHEAST AND NORTH ON STATE
 DN1310'HIGHWAY 677 FOR 3.2 MILES TO A WIRE GATE ACROSS LANE LEADING
 DN1310'TO THE HOME OF MR. J.T. BROWNING, A LARGE OAK TREE AND STATION
 DN1310'ON THE LEFT SIDE OF HIGHWAY.  TO REACH THE AZIMUTH MARK FROM
 DN1310'THE STATION CONTINUE NORTH ON STATE HIGHWAY 677 FOR 0.2
 DN1310'MILE TO THE AZIMUTH MARK ON THE LEFT.
 DN1310
 DN1310                          STATION RECOVERY (1998)
 DN1310
 DN1310'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2663 ***********************************************************************
 CS2663  DESIGNATION -  VALLEY FARMS ELEVATOR
 CS2663  PID         -  CS2663
 CS2663  STATE/COUNTY-  TX/NAVARRO
 CS2663  USGS QUAD   -  ROSSER SW (1962)
 CS2663
 CS2663                         *CURRENT SURVEY CONTROL
 CS2663  ___________________________________________________________________
 CS2663* NAD 83(1993)-  32 18 54.47134(N)    096 24 24.83805(W)     ADJUSTED  
 CS2663* NAVD 88     -                                                        
 CS2663  ___________________________________________________________________
 CS2663  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 CS2663  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS2663
 CS2663  HORZ ORDER  -  THIRD
 CS2663
 CS2663.The horizontal coordinates were established by classical geodetic methods
 CS2663.and adjusted by the National Geodetic Survey in February 1996..
 CS2663
 CS2663
 CS2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2663
 CS2663.The geoid height was determined by GEOID03.
 CS2663
 CS2663;                    North         East     Units Scale Factor Converg.
 CS2663;SPC TXNC     - 2,073,872.871   797,082.200   MT  0.99995461   +1 08 29.6
 CS2663;SPC TXNC     - 6,804,031.24  2,615,093.85   sFT  0.99995461   +1 08 29.6
 CS2663;UTM  14      - 3,578,320.875   744,126.753   MT  1.00033501   +1 23 12.8
 CS2663
 CS2663                          SUPERSEDED SURVEY CONTROL
 CS2663
 CS2663  NAD 83(1986)-  32 18 54.47920(N)    096 24 24.82111(W) AD(       ) 4
 CS2663  NAD 27      -  32 18 53.96000(N)    096 24 23.88400(W) AD(       ) 3
 CS2663
 CS2663.Superseded values are not recommended for survey control.
 CS2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2663.See file dsdata.txt to determine how the superseded data were derived.
 CS2663
 CS2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4412778321(NAD 83)
 CS2663
 CS2663  HISTORY     - Date     Condition        Report By
 CS2663  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2663
 CS2663                          STATION DESCRIPTION
 CS2663
 CS2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2663'THE STATION IS LOCATED ABOUT 9.0 MILE S EAST-SOUTHEAST OF
 CS2663'ALMA ON THE PROPERTY OF W.D. DIXON.  IT IS A WOODEN STRUCTURE
 CS2663'ABOUT 130 FEET HIGH.
 CS2663'
 CS2663'THE POINT INTERSECTED WAS THE APEX OF THE BUILDING.  TO REACH
 CS2663'FROM ALMA SERVICE STATION IN ALMA GO SOUTH ON U.S. HIGHWAY
 CS2663'287 FOR 1.2 MILES TO GRAVEL ROAD LEFT.  TURN LEFT HEREAND
 CS2663'GO 3.6 MILES TO T ROAD LEFT, HERE TURN AND GO 1.4 MILES TO
 CS2663'T ROAD RIGHT.  TURN HERE AND GO 4.7 MILES TO VALLEY FARMS
 CS2663'GATEWAY, TURN LEFT THROUGH GATE AND FOLLOW MAIN ROAD
 CS2663'EAST-NORTHEAST FOR 0.6 MILE TO ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0705 ***********************************************************************
 BN0705  DESIGNATION -  VALLEY SPRINGS CH OF CHRIST
 BN0705  PID         -  BN0705
 BN0705  STATE/COUNTY-  TX/LLANO
 BN0705  USGS QUAD   -  VALLEY SPRING (1979)
 BN0705
 BN0705                         *CURRENT SURVEY CONTROL
 BN0705  ___________________________________________________________________
 BN0705* NAD 83(1993)-  30 51 33.62267(N)    098 49 10.75933(W)     ADJUSTED  
 BN0705* NAVD 88     -                                                        
 BN0705  ___________________________________________________________________
 BN0705  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BN0705  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BN0705
 BN0705  HORZ ORDER  -  THIRD
 BN0705
 BN0705.The horizontal coordinates were established by classical geodetic methods
 BN0705.and adjusted by the National Geodetic Survey in February 1996..
 BN0705
 BN0705
 BN0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0705
 BN0705.The geoid height was determined by GEOID03.
 BN0705
 BN0705;                    North         East     Units Scale Factor Converg.
 BN0705;SPC TX C     - 3,133,198.510   844,753.311   MT  0.99988480   +0 46 46.7
 BN0705;SPC TX C     -10,279,502.11  2,771,494.82   sFT  0.99988480   +0 46 46.7
 BN0705;UTM  14      - 3,414,027.320   517,242.025   MT  0.99960367   +0 05 33.0
 BN0705
 BN0705                          SUPERSEDED SURVEY CONTROL
 BN0705
 BN0705  NAD 83(1986)-  30 51 33.63386(N)    098 49 10.74513(W) AD(       ) 4
 BN0705  NAD 27      -  30 51 33.00900(N)    098 49 09.59600(W) AD(       ) 3
 BN0705
 BN0705.Superseded values are not recommended for survey control.
 BN0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0705.See file dsdata.txt to determine how the superseded data were derived.
 BN0705
 BN0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV1724214027(NAD 83)
 BN0705_MARKER: 90 = CHURCH SPIRE
 BN0705
 BN0705  HISTORY     - Date     Condition        Report By
 BN0705  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0705
 BN0705                          STATION DESCRIPTION
 BN0705
 BN0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0705'THE STATION IS LOCATED IN THE CENTER OF THE SMALL VILLAGE OF
 BN0705'VALLEY SPRINGS.  IT IS A WOOD BUILDING, WHITE IN COLOR, AND
 BN0705'HAS A SPIRE ON THE EAST END WHICH IS ABOUT 35 FEET IN HEIGHT.
 BN0705'THE POINT OBSERVED WAS THE APEX OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0648 ***********************************************************************
 DN0648  DESIGNATION -  VALLEY VIEW
 DN0648  PID         -  DN0648
 DN0648  STATE/COUNTY-  TX/COOKE
 DN0648  USGS QUAD   -  VALLEY VIEW (1978)
 DN0648
 DN0648                         *CURRENT SURVEY CONTROL
 DN0648  ___________________________________________________________________
 DN0648* NAD 83(1986)-  33 29 17.     (N)    097 09 44.     (W)     SCALED    
 DN0648* NAVD 88     -       217.88   (+/-2cm)     714.8    (feet)  VERTCON   
 DN0648  ___________________________________________________________________
 DN0648  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN0648
 DN0648  VERT ORDER  -  ? (See Below)
 DN0648
 DN0648.The horizontal coordinates were scaled from a topographic map and have
 DN0648.an estimated accuracy of +/- 6 seconds.
 DN0648
 DN0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0648.The vertical order pertains to the NGVD 29 superseded value.
 DN0648
 DN0648.The geoid height was determined by GEOID03.
 DN0648
 DN0648;                    North         East    Units  Estimated Accuracy
 DN0648;SPC TXNC     - 2,202,770.      724,310.      MT  (+/- 180 meters Scaled)
 DN0648
 DN0648                          SUPERSEDED SURVEY CONTROL
 DN0648
 DN0648  NGVD 29 (??/??/92)  217.856  (m)          714.75   (f) ADJ UNCH    ?  
 DN0648
 DN0648.Superseded values are not recommended for survey control.
 DN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0648.See file dsdata.txt to determine how the superseded data were derived.
 DN0648
 DN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC707069(NAD 83)
 DN0648_MARKER: Z = SEE DESCRIPTION
 DN0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0648_SP_SET: DOOR SILL
 DN0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0648
 DN0648  HISTORY     - Date     Condition        Report By
 DN0648  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0648  HISTORY     - 1934     GOOD             NGS
 DN0648  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN0648
 DN0648                          STATION DESCRIPTION
 DN0648
 DN0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0648'IN VALLEY VIEW.
 DN0648'IN CONCRETE DOOR SILL OF WHITE WAITING ROOM OF GULF COLORADO AND SANTA
 DN0648'FE RAILWAY STATION AT VALLEY VIEW.
 DN0648
 DN0648                          STATION RECOVERY (1995)
 DN0648
 DN0648'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1319 ***********************************************************************
 DN1319  DESIGNATION -  VALLEY VIEW MUNICIPAL TANK
 DN1319  PID         -  DN1319
 DN1319  STATE/COUNTY-  TX/COOKE
 DN1319  USGS QUAD   -  VALLEY VIEW (1978)
 DN1319
 DN1319                         *CURRENT SURVEY CONTROL
 DN1319  ___________________________________________________________________
 DN1319* NAD 83(1993)-  33 29 22.08705(N)    097 09 55.76135(W)     ADJUSTED  
 DN1319* NAVD 88     -                                                        
 DN1319  ___________________________________________________________________
 DN1319  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 DN1319  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DN1319
 DN1319  HORZ ORDER  -  THIRD
 DN1319
 DN1319.The horizontal coordinates were established by classical geodetic methods
 DN1319.and adjusted by the National Geodetic Survey in February 1996..
 DN1319
 DN1319
 DN1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1319
 DN1319.The geoid height was determined by GEOID03.
 DN1319
 DN1319;                    North         East     Units Scale Factor Converg.
 DN1319;SPC TXNC     - 2,202,920.485   724,005.624   MT  0.99990173   +0 43 40.2
 DN1319;SPC TXNC     - 7,227,414.96  2,375,341.78   sFT  0.99990173   +0 43 40.2
 DN1319;UTM  14      - 3,707,057.447   670,431.328   MT  0.99995812   +1 00 45.0
 DN1319
 DN1319                          SUPERSEDED SURVEY CONTROL
 DN1319
 DN1319  NAD 83(1993)-  33 29 22.08794(N)    097 09 55.75762(W) AD(       ) 4
 DN1319  NAD 83(1986)-  33 29 22.09423(N)    097 09 55.75216(W) AD(       ) 4
 DN1319  NAD 27      -  33 29 21.69800(N)    097 09 54.71300(W) AD(       ) 3
 DN1319
 DN1319.Superseded values are not recommended for survey control.
 DN1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1319.See file dsdata.txt to determine how the superseded data were derived.
 DN1319
 DN1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7043107057(NAD 83)
 DN1319_MARKER: 53 = ELEVATED TANK
 DN1319
 DN1319  HISTORY     - Date     Condition        Report By
 DN1319  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1319  HISTORY     - 19950602 GOOD             USPSQD
 DN1319
 DN1319                          STATION DESCRIPTION
 DN1319
 DN1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1319'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE SQUARE
 DN1319'IN VALLEY VIEW.
 DN1319'
 DN1319'THE TANK HAS A DOMED ROOF WITH A BALL AT THE TOP AND CENTER,
 DN1319'IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND HAS AN
 DN1319'OVER-ALL HEIGHT OF 130 FEET.
 DN1319'
 DN1319'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1319
 DN1319                          STATION RECOVERY (1995)
 DN1319
 DN1319'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0957 ***********************************************************************
 DO0957  SACS        -  This is a Secondary Airport Control Station.
 DO0957  DESIGNATION -  VALPORT
 DO0957  PID         -  DO0957
 DO0957  STATE/COUNTY-  TX/WICHITA
 DO0957  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0957
 DO0957                         *CURRENT SURVEY CONTROL
 DO0957  ___________________________________________________________________
 DO0957* NAD 83(1993)-  33 56 58.18730(N)    098 37 06.92111(W)     ADJUSTED  
 DO0957* NAVD 88     -       304.39   (meters)     998.7    (feet)  GPS OBS   
 DO0957  ___________________________________________________________________
 DO0957  X           -    -793,730.747 (meters)                     COMP
 DO0957  Y           -  -5,236,808.059 (meters)                     COMP
 DO0957  Z           -   3,541,955.534 (meters)                     COMP
 DO0957  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DO0957  ELLIP HEIGHT-         276.79  (meters)          (02/05/01) GPS OBS
 DO0957  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DO0957
 DO0957  HORZ ORDER  -  FIRST
 DO0957  ELLP ORDER  -  FIFTH     CLASS I
 DO0957
 DO0957.This mark is at Wichita Valley (F14) Airport (F14)
 DO0957
 DO0957.The horizontal coordinates were established by GPS observations
 DO0957.and adjusted by the National Geodetic Survey in August 1996..
 DO0957
 DO0957.The orthometric height was determined by GPS observations and a
 DO0957.high-resolution geoid model.
 DO0957
 DO0957.GPS derived orthometric heights for airport stations designated as
 DO0957.PACS or SACS are published to 2 decimal places.  This maintains
 DO0957.centimeter relative accuracy between the PACS and SACS.  It does
 DO0957.not indicate centimeter accuracy relative to other marks which are
 DO0957.part of the NAVD 88 network.
 DO0957
 DO0957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0957
 DO0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0957
 DO0957.The ellipsoidal height was determined by GPS observations
 DO0957.and is referenced to NAD 83.
 DO0957
 DO0957.The geoid height was determined by GEOID03.
 DO0957
 DO0957;                    North         East     Units Scale Factor Converg.
 DO0957;SPC TXNC     - 2,253,161.191   589,037.737   MT  0.99999526   -0 03 52.8
 DO0957;SPC TXNC     - 7,392,246.34  1,932,534.64   sFT  0.99999526   -0 03 52.8
 DO0957;UTM  14      - 3,756,621.781   535,243.391   MT  0.99961531   +0 12 46.8
 DO0957
 DO0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0957!SPC TXNC     -   0.99995655  x   0.99999526  =   0.99995181
 DO0957!UTM  14      -   0.99995655  x   0.99961531  =   0.99957188
 DO0957
 DO0957|---------------------------------------------------------------------|
 DO0957| PID    Reference Object                     Distance      Geod. Az  |
 DO0957|                                                           dddmmss.s |
 DO0957| DO0958 VALPORT AZ MK                       366.913 METERS 14108     |
 DO0957|---------------------------------------------------------------------|
 DO0957
 DO0957                          SUPERSEDED SURVEY CONTROL
 DO0957
 DO0957  ELLIP H (08/20/96)  276.84   (m)                       GP(       ) 5 1
 DO0957  NAD 83(1993)-  33 56 58.18719(N)    098 37 06.92165(W) AD(       ) 1
 DO0957  ELLIP H (02/16/96)  276.81   (m)                       GP(       ) 5 1
 DO0957  NAD 83(1993)-  33 56 58.18806(N)    098 37 06.92089(W) AD(       ) 1
 DO0957  NAD 83(1986)-  33 56 58.19244(N)    098 37 06.90456(W) AD(       ) 1
 DO0957  NAD 27      -  33 56 57.84337(N)    098 37 05.69376(W) AD(       ) 1
 DO0957  NGVD 29 (12/08/88)  304.3    (m)          998.     (f) GPS OBS        
 DO0957
 DO0957.Superseded values are not recommended for survey control.
 DO0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0957.See file dsdata.txt to determine how the superseded data were derived.
 DO0957
 DO0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3524356622(NAD 83)
 DO0957_MARKER: I = METAL ROD
 DO0957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0957_SP_SET: STAINLESS STEEL ROD
 DO0957_STAMPING: VALPORT 1988
 DO0957_MARK LOGO: NGS   
 DO0957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0957+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1994
 DO0957
 DO0957  HISTORY     - Date     Condition        Report By
 DO0957  HISTORY     - 1988     MONUMENTED       NGS
 DO0957  HISTORY     - 1988     GOOD             NGS
 DO0957  HISTORY     - 1988     GOOD             NGS
 DO0957  HISTORY     - 19890301 GOOD             NGS
 DO0957  HISTORY     - 19941231 GOOD             NGS
 DO0957
 DO0957                          STATION DESCRIPTION
 DO0957
 DO0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0957'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 DO0957'EAST OF IOWA PARK, 10.9 KM (6.8 MI) NORTHWEST OF WICHITA FALLS AND
 DO0957'AT THE WICHITA VALLEY AIRPORT.  IT IS IN THE MEDIAN BETWEEN THE
 DO0957'TAXIWAY AND RUNWAY AT JUNCTION OF A RAMP.
 DO0957'OWNERSHIP--LEE ORA DAVIS, ROUTE 2, IOWA PARK TX 76367.  AIRPORT
 DO0957'MANAGER IS F.W. COOK, PHONE 817-592-2123.
 DO0957'
 DO0957'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 287 AND FARM
 DO0957'ROAD 369, ABOUT 6.4 KM (4.0 MI) EAST OF IOWA PARK, GO WEST ON US
 DO0957'HIGHWAY 287 FOR 1.6 KM (1.0 MI) TO RIFLE RANGE ROAD.  TURN LEFT AND
 DO0957'GO SOUTH ON RIFLE RANGE ROAD FOR 0.9 KM (0.55 MI) TO AIRPORT
 DO0957'ENTRANCE ON THE LEFT.  TURN LEFT, RIGHT, THEN LEFT AGAIN THROUGH
 DO0957'MAZE OF HANGARS FOR 0.2 KM (0.1 MI) TO THE JUNCTION OF THE TAXIWAY
 DO0957'AND RAMP AND THE STATION ON THE RIGHT.
 DO0957'
 DO0957'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 DO0957'DRIVEN INTO THE GROUND 4.0 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 DO0957'IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE
 DO0957'WITH A LOGO CAP STAMPED---VALPORT 1988---, THE ROD IS RECESSED 5 CM
 DO0957'BELOW THE GROUND SURFACE.  LOCATED 18.0 METERS (59.0 FT) NORTHEAST
 DO0957'FROM TAXIWAY CENTER, 12.5 METERS (41.1 FT) SOUTHWEST FROM RUNWAY
 DO0957'CENTER, 8.5 METERS (28.0 FT) NORTHWEST FROM RAMP CENTER AND 0.8
 DO0957'METER (2.6 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 DO0957'
 DO0957'AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 DO0957'DRIVEN INTO THE GROUND 9.1 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 DO0957'IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE
 DO0957'WITH A LOGO CAP STAMPED---VALPORT AZ MK 1988---, THE ROD IS
 DO0957'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 16.8 METERS (55.0
 DO0957'FT) SOUTHEAST FROM TAXIWAY CENTER, 13.4 METERS (44.0 FT) SOUTHWEST
 DO0957'FROM RUNWAY CENTER, 6.7 METERS (22.0 FT) NORTH-NORTHEAST FROM RAMP
 DO0957'CENTER AND 0.9 METER (3.0 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS
 DO0957'WITNESS POST.
 DO0957'
 DO0957'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0957'
 DO0957'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0957'
 DO0957'DESCRIBED BY D.A. BOWLING.
 DO0957
 DO0957                          STATION RECOVERY (1988)
 DO0957
 DO0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0957'THE STATION WAS RECOVERED ON THIS DATE
 DO0957'AS DESCRIBED IN 1988.
 DO0957'
 DO0957'GPS SURVEY, FORT SILL, OKLAHOMA.
 DO0957'
 DO0957'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0957'
 DO0957'DESCRIBED BY D.A. BOWLING.
 DO0957
 DO0957                          STATION RECOVERY (1988)
 DO0957
 DO0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DO0957'RECOVERED IN GOOD CONDITION.
 DO0957
 DO0957                          STATION RECOVERY (1989)
 DO0957
 DO0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DO0957'RECOVERED IN GOOD CONDITION.
 DO0957
 DO0957                          STATION RECOVERY (1994)
 DO0957
 DO0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DO0957'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHWEST OF WICHATA
 DO0957'FALLS, 3.1 MI (5.0 KM) EAST OF IOWA PARK AND AT THE WICHITA VALLEY
 DO0957'AIRPORT IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND PARALLEL TAXIWAY.
 DO0957'OWNERSHIP--WESLEY DAVIS, ROUTE 2, IOWA PARK, TX 76367.  AIRPORT
 DO0957'MANAGER IS F.W.  COOK.  PHONE (817) 592-2123.  TO REACH THE STATION
 DO0957'FROM THE JUCTION OF US HIGHWAY 287 AND FARM ROAD 369, ABOUT 4.0 MI
 DO0957'(6.4 KM) EAST OF IOWA PARK, GO WEST ON US HIGHWAY 287 FOR 1.0 MI (1.6
 DO0957'KM) TO RIFLE RANGE ROAD.  TURN LEFT AND GO SOUTH ON RIFLE RANGE ROAD
 DO0957'FOR 0.55 MI (0.89 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN
 DO0957'LEFT, RIGHT THEN LEFT AGAIN THROUGH MAZE OF HANGERS AND GO EASTERLY
 DO0957'FOR 0.1 MI (0.2 KM) TO THE JUCTION OF TAXIWAY AND RUNWAY AND THE
 DO0957'STATION ON THE RIGHT.  THE STATION IS 59.0 FT (18.0 M) NORTHEAST FROM
 DO0957'TAXIWAY CENTER, 41.1 FT (12.5 M) SOUTHWEST FROM RUNWAY CENTER, 28.0 FT
 DO0957'(8.5 M) SOUTHEAST FROM CONNECTOR TAXIWAY CENTER AND 2.6 FT (0.8 M)
 DO0957'SOUTHEAST FROM A WITNESS POST.  --NOTE-- ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0958 ***********************************************************************
 DO0958  SACS        -  This is a Secondary Airport Control Station.
 DO0958  DESIGNATION -  VALPORT AZ MK
 DO0958  PID         -  DO0958
 DO0958  STATE/COUNTY-  TX/WICHITA
 DO0958  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0958
 DO0958                         *CURRENT SURVEY CONTROL
 DO0958  ___________________________________________________________________
 DO0958* NAD 83(1993)-  33 56 48.91490(N)    098 36 57.95534(W)     ADJUSTED  
 DO0958* NAVD 88     -       299.96   (meters)     984.1    (feet)  GPS OBS   
 DO0958  ___________________________________________________________________
 DO0958  X           -    -793,526.468 (meters)                     COMP
 DO0958  Y           -  -5,236,996.666 (meters)                     COMP
 DO0958  Z           -   3,541,716.047 (meters)                     COMP
 DO0958  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DO0958  ELLIP HEIGHT-         272.35  (meters)          (02/05/01) GPS OBS
 DO0958  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DO0958
 DO0958  HORZ ORDER  -  FIRST
 DO0958  ELLP ORDER  -  FIFTH     CLASS I
 DO0958
 DO0958.This mark is at Wichita Valley (F14) Airport (F14)
 DO0958
 DO0958.The horizontal coordinates were established by GPS observations
 DO0958.and adjusted by the National Geodetic Survey in August 1996..
 DO0958
 DO0958.The orthometric height was determined by GPS observations and a
 DO0958.high-resolution geoid model.
 DO0958
 DO0958.GPS derived orthometric heights for airport stations designated as
 DO0958.PACS or SACS are published to 2 decimal places.  This maintains
 DO0958.centimeter relative accuracy between the PACS and SACS.  It does
 DO0958.not indicate centimeter accuracy relative to other marks which are
 DO0958.part of the NAVD 88 network.
 DO0958
 DO0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0958
 DO0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0958
 DO0958.The ellipsoidal height was determined by GPS observations
 DO0958.and is referenced to NAD 83.
 DO0958
 DO0958.The geoid height was determined by GEOID03.
 DO0958
 DO0958;                    North         East     Units Scale Factor Converg.
 DO0958;SPC TXNC     - 2,252,875.239   589,267.640   MT  0.99999455   -0 03 48.0
 DO0958;SPC TXNC     - 7,391,308.18  1,933,288.92   sFT  0.99999455   -0 03 48.0
 DO0958;UTM  14      - 3,756,337.054   535,474.589   MT  0.99961551   +0 12 51.8
 DO0958
 DO0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0958!SPC TXNC     -   0.99995725  x   0.99999455  =   0.99995180
 DO0958!UTM  14      -   0.99995725  x   0.99961551  =   0.99957277
 DO0958
 DO0958:                Primary Azimuth Mark                     Grid Az
 DO0958:SPC TXNC     -  F14 A                                    161 07 46.2
 DO0958:UTM  14      -  F14 A                                    160 51 06.4
 DO0958
 DO0958|---------------------------------------------------------------------|
 DO0958| PID    Reference Object                     Distance      Geod. Az  |
 DO0958|                                                           dddmmss.s |
 DO0958| AB2793 F14 A                               467.424 METERS 1610358.2 |
 DO0958| DO0957 VALPORT                             366.913 METERS 32108     |
 DO0958|---------------------------------------------------------------------|
 DO0958
 DO0958                          SUPERSEDED SURVEY CONTROL
 DO0958
 DO0958  ELLIP H (08/20/96)  272.40   (m)                       GP(       ) 5 1
 DO0958  NAD 83(1993)-  33 56 48.91458(N)    098 36 57.95633(W) AD(       ) 3
 DO0958  ELLIP H (02/16/96)  272.36   (m)                       GP(       ) 5 1
 DO0958  NAD 83(1993)-  33 56 48.91546(N)    098 36 57.95552(W) AD(       ) 3
 DO0958  NAD 83(1986)-  33 56 48.91951(N)    098 36 57.93954(W) AD(       ) 3
 DO0958  NAD 27      -  33 56 48.57055(N)    098 36 56.72875(W) AD(       ) 3
 DO0958  NGVD 29 (12/08/88)  299.8    (m)          984.     (f) GPS OBS        
 DO0958
 DO0958.Superseded values are not recommended for survey control.
 DO0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0958.See file dsdata.txt to determine how the superseded data were derived.
 DO0958
 DO0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3547556337(NAD 83)
 DO0958_MARKER: I = METAL ROD
 DO0958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0958_SP_SET: OBJECT DRIVEN INTO GROUND
 DO0958_STAMPING: VALPORT AZ MK 1988
 DO0958_MARK LOGO: NGS   
 DO0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0958+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1994
 DO0958
 DO0958  HISTORY     - Date     Condition        Report By
 DO0958  HISTORY     - 1988     MONUMENTED       NGS
 DO0958  HISTORY     - 19941231 GOOD             NGS
 DO0958
 DO0958                          STATION DESCRIPTION
 DO0958
 DO0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0958'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 DO0958'EAST OF IOWA PARK, 10.0 KM (6.8 MI) NORTHWEST OF WICHITA FALLS AND
 DO0958'AT THE WICHITA VALLEY AIRPORT.
 DO0958'OWNERSHIP--LEE ORA DAVIS, ROUTE 2, IOWA PARK TX 76367.  AIRPORT
 DO0958'MANAGER IS F.W. COOK, PHONE 817-592-2123.
 DO0958'
 DO0958'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 287 AND FARM
 DO0958'ROAD 369, ABOUT 6.4 KM (4.0 MI) EAST OF IOWA PARK, GO WEST ON US
 DO0958'HIGHWAY 287 FOR 1.6 KM (1.0 MI) TO RIFLE RANGE ROAD.  TURN LEFT AND
 DO0958'GO SOUTH ON RIFLE RANGE ROAD FOR 0.9 KM (0.55 MI) TO THE AIRPORT
 DO0958'ENTRANCE ON THE LEFT.  TURN LEFT, RIGHT, THEN LEFT, THROUGH MAZE OF
 DO0958'HANGARS FOR 0.2 KM (0.1 MI) TO A TAXIWAY.  TURN RIGHT AND GO
 DO0958'SOUTHEAST ON TAXIWAY FOR 0.4 KM (0.25 MI) TO A RAMP AND THE MARK ON
 DO0958'THE LEFT.
 DO0958'
 DO0958'STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 DO0958'INTO THE GROUND 9.1 METERS AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 DO0958'FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE WITH
 DO0958'A LOGO CAP STAMPED---VALPORT AZ MK 1988---, THE ROD IS RECESSED 6
 DO0958'CM BELOW THE GROUND SURFACE.  LOCATED 16.8 METERS (55.0 FT)
 DO0958'SOUTHEAST FROM TAXIWAY CENTER, 13.4 METERS (44.0 FT) SOUTHWEST FROM
 DO0958'RUNWAY CENTER, 6.7 METERS (22.0 FT) NORTH-NORTHEAST FROM RAMP
 DO0958'CENTER AND 0.9 METER (3.0 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS
 DO0958'WITNESS POST.
 DO0958'
 DO0958'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0958'
 DO0958'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0958'
 DO0958'DESCRIBED BY D.A. BOWLING.
 DO0958
 DO0958                          STATION RECOVERY (1994)
 DO0958
 DO0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DO0958'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHWEST OF WICHATA
 DO0958'FALLS, 3.1 MI (5.0 KM) EAST OF IOWA PARK AND AT THE WICHITA VALLEY
 DO0958'AIRPORT IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND PARALLEL TAXIWAY.
 DO0958'OWNERSHIP--WESLEY DAVIS, ROUTE 2, IOWA PARK, TX 76367.  AIRPORT
 DO0958'MANAGER IS F.W.  COOK.  PHONE (817) 592-2123.  TO REACH THE STATION
 DO0958'FROM THE JUCTION OF US HIGHWAY 287 AND FARM ROAD 369, ABOUT 4.0 MI
 DO0958'(6.4 KM) EAST OF IOWA PARK, GO WEST ON US HIGHWAY 287 FOR 1.0 MI (1.6
 DO0958'KM) TO RIFLE RANGE ROAD.  TURN LEFT AND GO SOUTH ON RIFLE RANGE ROAD
 DO0958'FOR 0.55 MI (0.89 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN
 DO0958'LEFT, RIGHT THEN LEFT AGAIN THROUGH MAZE OF HANGERS AND GO EASTERLY
 DO0958'FOR 0.1 MI (0.2 KM) TO THE JUCTION OF TAXIWAY, RUNWAY AND THE PARALLEL
 DO0958'TAXIWAY.  TURN RIGHT AND GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.25
 DO0958'MI (0.40 KM) TO THE STATION ON THE LEFT.  THE STATION IS 55.0 FT (16.8
 DO0958'M) NORTHEAST FROM THE TAXIWAY CENTER, 44.0 FT (13.4 M) SOUTHWEST FROM
 DO0958'THE RUNWAY CENTER, 22.0 FT (6.7 M) NORTHWEST FROM THE TAXIWAY CENTER
 DO0958'AND 3.0 FT (0.9 M) SOUTHEAST FROM A WITNESS POST.  --NOTE-- ROD DEPTH
 DO0958'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0859 ***********************************************************************
 CB0859  DESIGNATION -  VAN
 CB0859  PID         -  CB0859
 CB0859  STATE/COUNTY-  TX/TOM GREEN
 CB0859  USGS QUAD   -  VANCOURT (1984)
 CB0859
 CB0859                         *CURRENT SURVEY CONTROL
 CB0859  ___________________________________________________________________
 CB0859* NAD 83(1993)-  31 21 14.26160(N)    100 12 08.22777(W)     ADJUSTED  
 CB0859* NAVD 88     -       578.3    (meters)    1897.     (feet)  VERTCON   
 CB0859  ___________________________________________________________________
 CB0859  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CB0859  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0859
 CB0859  HORZ ORDER  -  SECOND
 CB0859
 CB0859.The horizontal coordinates were established by classical geodetic methods
 CB0859.and adjusted by the National Geodetic Survey in February 1996..
 CB0859
 CB0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0859
 CB0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0859
 CB0859.The geoid height was determined by GEOID03.
 CB0859
 CB0859;                    North         East     Units Scale Factor Converg.
 CB0859;SPC TX C     - 3,187,054.151   712,467.918   MT  0.99990061   +0 04 03.0
 CB0859;SPC TX C     -10,456,193.49  2,337,488.49   sFT  0.99990061   +0 04 03.0
 CB0859;UTM  14      - 3,469,455.187   385,644.805   MT  0.99976129   -0 37 32.3
 CB0859
 CB0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0859!SPC TX C     -   0.99991297  x   0.99990061  =   0.99981359
 CB0859!UTM  14      -   0.99991297  x   0.99976129  =   0.99967428
 CB0859
 CB0859|---------------------------------------------------------------------|
 CB0859| PID    Reference Object                     Distance      Geod. Az  |
 CB0859|                                                           dddmmss.s |
 CB0859| CB0858 COURT USGS 1967                       4.479 METERS 20330     |
 CB0859| CV5686 VAN RM 1                             21.584 METERS 28535     |
 CB0859| CB0861 TREECE                              APPROX. 3.6 KM 3222917.3 |
 CB0859|---------------------------------------------------------------------|
 CB0859
 CB0859                          SUPERSEDED SURVEY CONTROL
 CB0859
 CB0859  NAD 83(1986)-  31 21 14.26838(N)    100 12 08.21337(W) AD(       ) 2
 CB0859  NAD 27      -  31 21 13.67789(N)    100 12 06.91495(W) AD(       ) 2
 CB0859  NGVD 29 (07/19/86)  578.2    (m)         1897.     (f) VERT ANG       
 CB0859
 CB0859.Superseded values are not recommended for survey control.
 CB0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0859.See file dsdata.txt to determine how the superseded data were derived.
 CB0859
 CB0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV8564569455(NAD 83)
 CB0859_MARKER: DS = TRIANGULATION STATION DISK
 CB0859_SETTING: 0 = UNSPECIFIED SETTING
 CB0859
 CB0859  HISTORY     - Date     Condition        Report By
 CB0859  HISTORY     - 1967     MONUMENTED       USGS
 CB0859
 CB0859                          STATION DESCRIPTION
 CB0859
 CB0859'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IB)
 CB0859'THE STATION IS LOCATED ABOUT 1.3 MILES SOUTH AND 6.2 MILES
 CB0859'EAST OF WALL VILLAGE.  ABOUT 0.6 MILE NORTH AND 1.6 MILES
 CB0859'WEST OF VANCOURT VILLAGE.  IN THE CENTER OF THE CONCRETE BASE
 CB0859'OF A LITTER BARREL RACK ON THE SOUTHWEST SIDE OF U.S. HIGHWAY
 CB0859'87.  12 FEET NORTHEAST OF RIGHT-OF-WAY FENCE AND ABOUT 38 FEET
 CB0859'SOUTHWEST OF THE CENTERLINE OF HIGHWAY.
 CB0859'
 CB0859'TO REACH THE STATION FROM THE VANCOURT POST OFFICE, GO NORTHWEST
 CB0859'ALONG U.S. HIGHWAY 87 FOR 1.65 MILES TO RIDGE SUMMIT AND
 CB0859'THE STATION ON THE LEFT.
 CB0859'
 CB0859'STATION MARK--A USGS ALUMINUM TABLET CEMENTED IN THE CENTER
 CB0859'OF 3 FOOT SQUARE CONCRETE BASE OF A LITTER BARREL RACK.  THE
 CB0859'TABLET IS STAMPED VAN ET 1967.
 CB0859'
 CB0859'UNDERGROUND MARK--A USGS ALUMINUM TABLET SET IN AN IRREGULAR
 CB0859'MASS OF CONCRETE CEMENTED TO BEDROCK, 0.7 FOOT BELOW SURFACE
 CB0859'OF THE GROUND.  THE TABLET IS STAMPED VAN ET 1967.
 CB0859'
 CB0859'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CB0859'CRIMPED TO COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL
 CB0859'(5.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12
 CB0859'INCHES LONG, FILLED WITH GRAVEL.  1.5 FEET SOUTHWEST OF
 CB0859'RIGHT-OF-WAY FENCE LINE.  THE TABLET IS SET FLUSH WITH GROUND AND
 CB0859'STAMPED NO. 1 VAN ET 1967.
 CB0859'
 CB0859'REFERENCE MARK NO. 2--A USGS ALUMINUM TABLET SET IN TOP OF CONCRETE
 CB0859'POST 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE.  THE
 CB0859'TABLET PROJECTS ABOUT 0.3 FOOT AND IS STAMPED COURT 1955 EL.
 CB0859'1899 - ET 1967.
 CB0859'
 CB0859'DISTANCE BETWEEN REFERENCE MARKS, 70.30 FEET (21.432 METERS).
 CB0859'
 CB0859'USC AND GS TRIANGULATION STATION TREECE, 2.2 MILES NORTHWEST,
 CB0859'IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE AZIMUTH
 CB0859'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1326 ***********************************************************************
 CR1326  DESIGNATION -  VAN
 CR1326  PID         -  CR1326
 CR1326  STATE/COUNTY-  TX/VAN ZANDT
 CR1326  USGS QUAD   -  VAN (1981)
 CR1326
 CR1326                         *CURRENT SURVEY CONTROL
 CR1326  ___________________________________________________________________
 CR1326* NAD 83(1993)-  32 32 20.74199(N)    095 38 12.23398(W)     ADJUSTED  
 CR1326* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 CR1326  ___________________________________________________________________
 CR1326  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CR1326  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CR1326
 CR1326  HORZ ORDER  -  SECOND
 CR1326
 CR1326.The horizontal coordinates were established by classical geodetic methods
 CR1326.and adjusted by the National Geodetic Survey in February 1996..
 CR1326
 CR1326.The orthometric height was scaled from a topographic map.
 CR1326
 CR1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1326
 CR1326.The geoid height was determined by GEOID03.
 CR1326
 CR1326;                    North         East     Units Scale Factor Converg.
 CR1326;SPC TXNC     - 2,100,408.919   868,907.342   MT  0.99991236   +1 33 41.8
 CR1326;SPC TXNC     - 6,891,091.60  2,850,740.17   sFT  0.99991236   +1 33 41.8
 CR1326;UTM  15      - 3,603,258.853   252,377.721   MT  1.00035617   -1 25 08.2
 CR1326
 CR1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1326!SPC TXNC     -   0.99997896  x   0.99991236  =   0.99989132
 CR1326!UTM  15      -   0.99997896  x   1.00035617  =   1.00033512
 CR1326
 CR1326|---------------------------------------------------------------------|
 CR1326| PID    Reference Object                     Distance      Geod. Az  |
 CR1326|                                                           dddmmss.s |
 CR1326| CY2566 VAN RM 2                             42.504 METERS 12747     |
 CR1326| CR1325 VAN MUNICIPAL TANK                  APPROX. 1.0 KM 1654242.5 |
 CR1326| CY2565 VAN RM 1                             25.030 METERS 21505     |
 CR1326| CR1297 TV STATION KLTV RELAY MAST          APPROX.10.5 KM 2384829.7 |
 CR1326| CR1328 GRAND SALINE MUNICIPAL TANK         APPROX.17.4 KM 3310328.3 |
 CR1326| CY2564 VAN AZ MK                                          3565546.2 |
 CR1326|---------------------------------------------------------------------|
 CR1326
 CR1326                          SUPERSEDED SURVEY CONTROL
 CR1326
 CR1326  NAD 83(1986)-  32 32 20.74950(N)    095 38 12.21968(W) AD(       ) 2
 CR1326  NAD 27      -  32 32 20.25510(N)    095 38 11.35600(W) AD(       ) 2
 CR1326
 CR1326.Superseded values are not recommended for survey control.
 CR1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1326.See file dsdata.txt to determine how the superseded data were derived.
 CR1326
 CR1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5237803259(NAD 83)
 CR1326_MARKER: DS = TRIANGULATION STATION DISK
 CR1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1326+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR1326
 CR1326  HISTORY     - Date     Condition        Report By
 CR1326  HISTORY     - 1957     MONUMENTED       CGS
 CR1326  HISTORY     - 19950904 GOOD             USPSQD
 CR1326  HISTORY     - 20040605 GOOD             USPSQD
 CR1326  HISTORY     - 20050711 GOOD             USPSQD
 CR1326
 CR1326                          STATION DESCRIPTION
 CR1326
 CR1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1326'THE STATION IS LOCATED ABOUT 2 MILES WEST OF THE VAN ZANDT-SMITH
 CR1326'COUNTY LINE, ABOUT 1 MILE NORTH OF VAN, 144 FEET EAST OF
 CR1326'THE EAST SIDE OF A RED HOUSE, 81 FEET NORTH OF THE CENTER
 CR1326'OF A OILED ROAD AND 61 FEET NORTH-NORTHEAST OF A 24-INCH
 CR1326'WALNUT TREE AT A FENCE CORNER.  THE MARK IS SET FLUSH WITH
 CR1326'THE SURFACE OF THE GROUND AND IS STAMPED VAN 1957.
 CR1326'
 CR1326'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF A 24-INCH WALNUT
 CR1326'TREE AT A FENCE CORNER AND 19 FEET NORTH OF THE CENTER OF A
 CR1326'OILED ROAD.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 CR1326'GROUND AND IS STAMPED VAN NO 1 1957.
 CR1326'
 CR1326'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE CENTER OF A
 CR1326'OILED ROAD.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 CR1326'GROUND AND IS STAMPED VAN NO 2 1957.
 CR1326'
 CR1326'AZIMUTH MARK IS 180 FEET NORTH OF A Y FORK, 48 FEET EAST OF
 CR1326'STATE HIGHWAY 110, 31 FEET WEST OF A OILED ROAD AND 4 FEET
 CR1326'SOUTH OF A WITNESS POST.  THE MARK IS SET FLUSH WITH THE
 CR1326'SURFACE OF THE GROUND AND IS STAMPED VAN 1957.
 CR1326'
 CR1326'TO REACH THE STATION FROM THE POST OFFICE IN VAN, GO NORTH
 CR1326'ON STATE HIGHWAY 110 FOR 1.0 MILE TO A SIDE OILED ROAD ON
 CR1326'THE RIGHT, TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE STATION
 CR1326'ON THE LEFT AS DESCRIBED.
 CR1326'
 CR1326'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.05
 CR1326'MILE TO STATE HIGHWAY 110, TURN RIGHT ON STATE HIGHWAY 110
 CR1326'AND GO NORTH FOR 1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT
 CR1326'AS DESCRIBED.
 CR1326'
 CR1326'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1326
 CR1326                          STATION RECOVERY (1995)
 CR1326
 CR1326'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1326'RECOVERED IN GOOD CONDITION.
 CR1326
 CR1326                          STATION RECOVERY (2004)
 CR1326
 CR1326'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR1326'NOTE THE WALNUT TREE IS NOW A 6 FOOT IN DIAMETER TREE. THE MARK IS 55
 CR1326'DETGEES MAGNETIC FROM THE TREE AT A DISTANCE OF 63 FEET. REFERANCE
 CR1326'MARK NO 1 WAS FOUND IT IS IS 180 DEGREES MAGENTIC FROM THE TREE AT A
 CR1326'DISTANCE OF 25 FEET. THE REFERANCE MARK NO 2 WAS NOT FOUND.  THE
 CR1326'AZIMUTH MARK WAS NOT FOUND
 CR1326
 CR1326                          STATION RECOVERY (2005)
 CR1326
 CR1326'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR1326'MARK WAS FOUND UNDER THE GRASS.  CLEANED IT UP.
 CR1326'R1 FOUND.
 CR1326'R2 NOT FOUND
 CR1326' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1132 ***********************************************************************
 DN1132  DESIGNATION -  VAN ALSTYNE G COLLIN REA MAST
 DN1132  PID         -  DN1132
 DN1132  STATE/COUNTY-  TX/GRAYSON
 DN1132  USGS QUAD   -  VAN ALSTYNE (1974)
 DN1132
 DN1132                         *CURRENT SURVEY CONTROL
 DN1132  ___________________________________________________________________
 DN1132* NAD 83(1993)-  33 25 45.21517(N)    096 34 49.57467(W)     ADJUSTED  
 DN1132* NAVD 88     -                                                        
 DN1132  ___________________________________________________________________
 DN1132  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DN1132  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN1132
 DN1132  HORZ ORDER  -  THIRD
 DN1132
 DN1132.The horizontal coordinates were established by classical geodetic methods
 DN1132.and adjusted by the National Geodetic Survey in February 1996..
 DN1132
 DN1132
 DN1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1132
 DN1132.The geoid height was determined by GEOID03.
 DN1132
 DN1132;                    North         East     Units Scale Factor Converg.
 DN1132;SPC TXNC     - 2,197,082.623   778,486.847   MT  0.99989427   +1 02 48.9
 DN1132;SPC TXNC     - 7,208,261.91  2,554,085.60   sFT  0.99989427   +1 02 48.9
 DN1132;UTM  14      - 3,701,490.288   724,951.178   MT  1.00022392   +1 20 00.6
 DN1132
 DN1132                          SUPERSEDED SURVEY CONTROL
 DN1132
 DN1132  NAD 83(1993)-  33 25 45.21732(N)    096 34 49.57042(W) AD(       ) 4
 DN1132  NAD 83(1986)-  33 25 45.22174(N)    096 34 49.56444(W) AD(       ) 4
 DN1132  NAD 27      -  33 25 44.82500(N)    096 34 48.60400(W) AD(       ) 3
 DN1132
 DN1132.Superseded values are not recommended for survey control.
 DN1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1132.See file dsdata.txt to determine how the superseded data were derived.
 DN1132
 DN1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2495101490(NAD 83)
 DN1132_MARKER: 41 = ANTENNA MAST
 DN1132
 DN1132  HISTORY     - Date     Condition        Report By
 DN1132  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1132
 DN1132                          STATION DESCRIPTION
 DN1132
 DN1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1132'THE STATION IS AT THE NORTH EDGE OF VAN ALSTYNE.  IT IS
 DN1132'A SINGLE COLUMN STEEL MAST, PAINTED ALTERNATELY RED AND
 DN1132'WHITE AND HAS AN OVER-ALL HEIGHT OF 160 FEET.  THE RED LIGHT
 DN1132'AT THE TOP WAS THE POINT OBSERVED UPON.
 DN1132'
 DN1132'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 DN1132'AND FARM ROAD 121 IN VAN ALSTYNE GO NORTH ON U.S. HIGHWAY
 DN1132'75 FOR 0.4 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1133 ***********************************************************************
 DN1133  DESIGNATION -  VAN ALSTYNE MUNICIPAL TANK
 DN1133  PID         -  DN1133
 DN1133  STATE/COUNTY-  TX/GRAYSON
 DN1133  USGS QUAD   -  VAN ALSTYNE (1974)
 DN1133
 DN1133                         *CURRENT SURVEY CONTROL
 DN1133  ___________________________________________________________________
 DN1133* NAD 83(1993)-  33 25 23.72753(N)    096 34 35.24766(W)     ADJUSTED  
 DN1133* NAVD 88     -                                                        
 DN1133  ___________________________________________________________________
 DN1133  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DN1133  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN1133
 DN1133  HORZ ORDER  -  THIRD
 DN1133
 DN1133.The horizontal coordinates were established by classical geodetic methods
 DN1133.and adjusted by the National Geodetic Survey in February 1996..
 DN1133
 DN1133
 DN1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1133
 DN1133.The geoid height was determined by GEOID03.
 DN1133
 DN1133;                    North         East     Units Scale Factor Converg.
 DN1133;SPC TXNC     - 2,196,427.563   778,868.973   MT  0.99989359   +1 02 56.7
 DN1133;SPC TXNC     - 7,206,112.76  2,555,339.29   sFT  0.99989359   +1 02 56.7
 DN1133;UTM  14      - 3,700,836.930   725,336.702   MT  1.00022606   +1 20 07.8
 DN1133
 DN1133                          SUPERSEDED SURVEY CONTROL
 DN1133
 DN1133  NAD 83(1993)-  33 25 23.72951(N)    096 34 35.24344(W) AD(       ) 4
 DN1133  NAD 83(1986)-  33 25 23.73391(N)    096 34 35.23731(W) AD(       ) 4
 DN1133  NAD 27      -  33 25 23.33700(N)    096 34 34.27900(W) AD(       ) 3
 DN1133
 DN1133.Superseded values are not recommended for survey control.
 DN1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1133.See file dsdata.txt to determine how the superseded data were derived.
 DN1133
 DN1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2533700837(NAD 83)
 DN1133_MARKER: 53 = ELEVATED TANK
 DN1133
 DN1133  HISTORY     - Date     Condition        Report By
 DN1133  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1133  HISTORY     - 1957     GOOD             CGS
 DN1133  HISTORY     - 1957     GOOD             CGS
 DN1133
 DN1133                          STATION DESCRIPTION
 DN1133
 DN1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1133'THIS INTERSECTION STATION IS THE SILVER MUNICIPAL TANK IN
 DN1133'THE VILLAGE OF VAN ALSTYNE, TEXAS.  IT IS ABOUT 120 FEET
 DN1133'E OF THE CENTER LINE OF N COOPER STREET, ABOUT 35 FEET N
 DN1133'OF THE CENTER LINE OF PRESTON STREET, AND ABOUT 25 FEET
 DN1133'NE OF THE MUNICIPAL PUMP HOUSE.  THE TANK WAS ERECTED IN
 DN1133'1924 AND IS ESPECIALLY PROMINENT.  THE TANK HAS FOUR TRUSSWORK
 DN1133'LEGS ABOUT 110 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD
 DN1133'ABOUT 15 FEET.  THE VERTICAL SECTION IS ABOUT 30 FEET HIGH
 DN1133'AND HAS A CATWALK AND RAIL AROUND ITS BASE.  THE CONICAL
 DN1133'TOP HAS A BALL AND LIGHT AT ITS APEX.  THE TOTAL HEIGHT
 DN1133'IS ABOUT 145 FEET.
 DN1133
 DN1133                          STATION RECOVERY (1957)
 DN1133
 DN1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1133'THE STATION IS IN NORTH CENTRAL VAN ALSTYNE.  A 4-LEGGED
 DN1133'STEEL STRUCTURE SUPPORTS THE TANK PROPER.  IT IS PAINTED
 DN1133'SILVER COLOR AND HAS AN OVER-ALL HEIGHT OF 135 FEET.  THE
 DN1133'BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 DN1133'
 DN1133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 DN1133'AND FARM ROAD 121 GO EAST FOR 0.1 MILE THEN TURN RIGHT,
 DN1133'SOUTH, FOR 0.05 MILE TO THE STATION ON THE LEFT.
 DN1133
 DN1133                          STATION RECOVERY (1957)
 DN1133
 DN1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1133'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1133'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0962 ***********************************************************************
 CD0962  DESIGNATION -  VAN HORN EL PASO GAS ELEC TANK
 CD0962  PID         -  CD0962
 CD0962  STATE/COUNTY-  TX/CULBERSON
 CD0962  USGS QUAD   -  VAN HORN (1979)
 CD0962
 CD0962                         *CURRENT SURVEY CONTROL
 CD0962  ___________________________________________________________________
 CD0962* NAD 83(1993)-  31 02 37.37557(N)    104 49 55.35523(W)     ADJUSTED  
 CD0962* NAVD 88     -                                                        
 CD0962  ___________________________________________________________________
 CD0962  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CD0962  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0962
 CD0962  HORZ ORDER  -  THIRD
 CD0962
 CD0962.The horizontal coordinates were established by classical geodetic methods
 CD0962.and adjusted by the National Geodetic Survey in February 1996..
 CD0962
 CD0962
 CD0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0962
 CD0962.The geoid height was determined by GEOID03.
 CD0962
 CD0962;                    North         East     Units Scale Factor Converg.
 CD0962;SPC TX C     - 3,161,334.235   270,717.868   MT  0.99988202   -2 19 01.6
 CD0962;SPC TX C     -10,371,810.74    888,180.21   sFT  0.99988202   -2 19 01.6
 CD0962;UTM  13      - 3,434,458.832   516,026.873   MT  0.99960317   +0 05 11.8
 CD0962
 CD0962                          SUPERSEDED SURVEY CONTROL
 CD0962
 CD0962  NAD 83(1986)-  31 02 37.37639(N)    104 49 55.35290(W) AD(       ) 4
 CD0962  NAD 27      -  31 02 36.90000(N)    104 49 53.58000(W) AD(       ) 3
 CD0962
 CD0962.Superseded values are not recommended for survey control.
 CD0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0962.See file dsdata.txt to determine how the superseded data were derived.
 CD0962
 CD0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ1602734459(NAD 83)
 CD0962_MARKER: 51 = TANK
 CD0962
 CD0962  HISTORY     - Date     Condition        Report By
 CD0962  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD0962  HISTORY     - 1958     GOOD             AMS
 CD0962  HISTORY     - 19970915 GOOD             USPSQD
 CD0962
 CD0962                          STATION DESCRIPTION
 CD0962
 CD0962'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1958
 CD0962'STATION RECOVERED IN GOOD CONDITION.
 CD0962'
 CD0962'THE STATION IS LOCATED IN THE TOWN OF VAN HORN, TEXAS.  82 FEET
 CD0962'E OF CENTERLINE OF N-S STREET.  105 FEET S OF E-W STREET.
 CD0962
 CD0962                          STATION RECOVERY (1997)
 CD0962
 CD0962'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1325 ***********************************************************************
 CR1325  DESIGNATION -  VAN MUNICIPAL TANK
 CR1325  PID         -  CR1325
 CR1325  STATE/COUNTY-  TX/VAN ZANDT
 CR1325  USGS QUAD   -  VAN (1981)
 CR1325
 CR1325                         *CURRENT SURVEY CONTROL
 CR1325  ___________________________________________________________________
 CR1325* NAD 83(1993)-  32 31 48.52160(N)    095 38 02.54762(W)     ADJUSTED  
 CR1325* NAVD 88     -                                                        
 CR1325  ___________________________________________________________________
 CR1325  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CR1325  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CR1325
 CR1325  HORZ ORDER  -  THIRD
 CR1325
 CR1325.The horizontal coordinates were established by classical geodetic methods
 CR1325.and adjusted by the National Geodetic Survey in February 1996..
 CR1325
 CR1325
 CR1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1325
 CR1325.The geoid height was determined by GEOID03.
 CR1325
 CR1325;                    North         East     Units Scale Factor Converg.
 CR1325;SPC TXNC     - 2,099,423.732   869,187.047   MT  0.99991376   +1 33 47.1
 CR1325;SPC TXNC     - 6,887,859.36  2,851,657.84   sFT  0.99991376   +1 33 47.1
 CR1325;UTM  15      - 3,602,260.014   252,605.924   MT  1.00035478   -1 25 01.8
 CR1325
 CR1325                          SUPERSEDED SURVEY CONTROL
 CR1325
 CR1325  NAD 83(1986)-  32 31 48.52927(N)    095 38 02.53327(W) AD(       ) 4
 CR1325  NAD 27      -  32 31 48.03300(N)    095 38 01.66900(W) AD(       ) 3
 CR1325
 CR1325.Superseded values are not recommended for survey control.
 CR1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1325.See file dsdata.txt to determine how the superseded data were derived.
 CR1325
 CR1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5260602260(NAD 83)
 CR1325_MARKER: 53 = ELEVATED TANK
 CR1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1325+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR1325
 CR1325  HISTORY     - Date     Condition        Report By
 CR1325  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1325  HISTORY     - 19950904 GOOD             USPSQD
 CR1325  HISTORY     - 20040605 GOOD             USPSQD
 CR1325  HISTORY     - 20050711 GOOD             USPSQD
 CR1325
 CR1325                          STATION DESCRIPTION
 CR1325
 CR1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1325'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF VAN.  IT IS
 CR1325'100 YARDS NORTH OF THE INTERSECTION OF NORTH PECAN STREET
 CR1325'AND EAST PENN. AVENUE AND 75 FEET NORTHEAST OF AN OIL RIG.  THE
 CR1325'TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX AND
 CR1325'IS SILVER IN COLOR.  IT IS SUPPORTED BY A 4 LEGGED STRUCTURE.
 CR1325'THE OVERALL HEIGHT IS 100 FEET.
 CR1325'
 CR1325'THE BALL AT THE APEX OF THE ROOF WAS OBSERVED.
 CR1325
 CR1325                          STATION RECOVERY (1995)
 CR1325
 CR1325'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1325'RECOVERED IN GOOD CONDITION.
 CR1325
 CR1325                          STATION RECOVERY (2004)
 CR1325
 CR1325'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR1325'RECOVERED IN GOOD CONDITION.
 CR1325
 CR1325                          STATION RECOVERY (2005)
 CR1325
 CR1325'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1216 ***********************************************************************
 AW1216  DESIGNATION -  VAN VLECK
 AW1216  PID         -  AW1216
 AW1216  STATE/COUNTY-  TX/MATAGORDA
 AW1216  USGS QUAD   -  VAN VLECK (1980)
 AW1216
 AW1216                         *CURRENT SURVEY CONTROL
 AW1216  ___________________________________________________________________
 AW1216* NAD 83(1993)-  29 01 00.19088(N)    095 53 28.28744(W)     ADJUSTED  
 AW1216* NAVD 88     -        13.67   (+/-2cm)      44.8    (feet)  VERTCON   
 AW1216  ___________________________________________________________________
 AW1216  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AW1216  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1216
 AW1216  HORZ ORDER  -  FIRST
 AW1216  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1216
 AW1216.The horizontal coordinates were established by classical geodetic methods
 AW1216.and adjusted by the National Geodetic Survey in February 1996..
 AW1216
 AW1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1216.The vertical order pertains to the NGVD 29 superseded value.
 AW1216
 AW1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1216
 AW1216.The geoid height was determined by GEOID03.
 AW1216
 AW1216;                    North         East     Units Scale Factor Converg.
 AW1216;SPC TXSC     - 4,135,175.911   902,797.756   MT  0.99987856   +1 31 23.0
 AW1216;SPC TXSC     -13,566,822.97  2,961,928.97   sFT  0.99987856   +1 31 23.0
 AW1216;UTM  15      - 3,213,286.463   218,379.798   MT  1.00057882   -1 24 12.0
 AW1216
 AW1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1216!SPC TXSC     -   1.00000207  x   0.99987856  =   0.99988063
 AW1216!UTM  15      -   1.00000207  x   1.00057882  =   1.00058089
 AW1216
 AW1216|---------------------------------------------------------------------|
 AW1216| PID    Reference Object                     Distance      Geod. Az  |
 AW1216|                                                           dddmmss.s |
 AW1216| CV6894 VAN VLECK RM 3                                     04228     |
 AW1216| AW1251 VAN VLECK RM 1                       35.902 METERS 04332     |
 AW1216| AM0516 TEXAS GULF SULPHUR CO E STACK       APPROX.31.1 KM 1793125.8 |
 AW1216| AM0518 TEXAS GULF SULPHUR CO W STACK       APPROX.31.1 KM 1793607.4 |
 AW1216| AW4279 VAN VLECK AZ MK                                    2204630.6 |
 AW1216| AM0533 BAY CITY MUNICIPAL TANK             APPROX. 8.2 KM 2422230.7 |
 AW1216| AW1217 VAN VLECK RM 2                       35.339 METERS 31342     |
 AW1216|---------------------------------------------------------------------|
 AW1216
 AW1216                          SUPERSEDED SURVEY CONTROL
 AW1216
 AW1216  NAD 83(1986)-  29 01 00.20009(N)    095 53 28.26968(W) AD(       ) 1
 AW1216  NAD 27      -  29 00 59.27900(N)    095 53 27.43600(W) AD(       ) 1
 AW1216  NGVD 29 (??/??/92)   13.695  (m)           44.93   (f) ADJ UNCH    1 1
 AW1216
 AW1216.Superseded values are not recommended for survey control.
 AW1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1216.See file dsdata.txt to determine how the superseded data were derived.
 AW1216
 AW1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1838013286(NAD 83)
 AW1216_MARKER: DS = TRIANGULATION STATION DISK
 AW1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1216_STAMPING: VAN VLECK 1935
 AW1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1216+STABILITY: SURFACE MOTION
 AW1216
 AW1216  HISTORY     - Date     Condition        Report By
 AW1216  HISTORY     - 1935     MONUMENTED       CGS
 AW1216  HISTORY     - 1937     GOOD             TXHD
 AW1216  HISTORY     - 1943     GOOD             CGS
 AW1216  HISTORY     - 1951     GOOD             CGS
 AW1216  HISTORY     - 1951     GOOD             NGS
 AW1216  HISTORY     - 1952     GOOD             CGS
 AW1216  HISTORY     - 1956     GOOD             TXHD
 AW1216  HISTORY     - 1978     GOOD             NGS
 AW1216  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AW1216
 AW1216                          STATION DESCRIPTION
 AW1216
 AW1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW1216'THIS STATION IS ABOUT 5 MILES NE OF BAY CITY IN THE VILLAGE
 AW1216'OF VAN VLECK.  THE MARK IS SET ON THE W EDGE OF THE VILLAGE
 AW1216'IN THE NW CORNER OF THE INTERSECTION OF TEXAS 35 AND A STREET,
 AW1216'ON LAND OWNED BY F.H. MC MAHON.  IT IS 47 FEET NW OF THE
 AW1216'CENTER LINE OF TEXAS 35, 8.9 FEET NW OF THE CENTER OF A
 AW1216'CONCRETE RIGHT-OF-WAY MARKER, 17 FEET N OF THE NW CORNER OF
 AW1216'CONCRETE CULVERT ABUTMENT, 82 FEET ENE OF THE NE CORNER OF
 AW1216'CHURCH, 177 FEET SW OF THE SE CORNER OF MC MAHONS STORE.
 AW1216'
 AW1216'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW1216'BRONZE DISKS SET IN CONCRETE.
 AW1216'
 AW1216'REFERENCE MARK NO. 1 IS NE OF THE STATION, 65 FEET SSW OF
 AW1216'THE SE CORNER OF MC MAHONS STORE, 48 FEET NW OF THE CENTER
 AW1216'LINE OF THE ROAD.  REFERENCE MARK NO. 2 IS NW OF THE STATION,
 AW1216'85 FEET NE OF THE NW CORNER OF THE CHURCH, 20 FEET NE OF THE
 AW1216'CENTER LINE OF THE STREET.
 AW1216'
 AW1216'AZIMUTH MARK IS SW OF THE STATION ON THE NW EDGE OF THE
 AW1216'FIELD, 1 FOOT SE OF THE RIGHT-OF-WAY FENCE LINE, 56 FEET SE
 AW1216'OF THE CENTER LINE OF TEXAS 35.  ALL MARKS PROJECT 8 INCHES.
 AW1216'
 AW1216'TO REACH STATION FROM BAY CITY, NE CORNER OF THE COURTHOUSE
 AW1216'SQUARE, GO E ON TEXAS 35 FOR 1.7 MILES TO FORK, TAKE LEFT
 AW1216'FORK AND FOLLOW TEXAS 35, 3.95 MILES TO THE VILLAGE OF VAN
 AW1216'VLECK AND THE STATION.
 AW1216'
 AW1216'A 90-FOOT TOWER WAS USED.
 AW1216'
 AW1216'ALL LIGHTS COME INTO VIEW AT 120 FEET.
 AW1216
 AW1216                          STATION RECOVERY (1937)
 AW1216
 AW1216'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW1216'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 AW1216
 AW1216                          STATION RECOVERY (1943)
 AW1216
 AW1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AW1216'STATION, TWO REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 AW1216'AND FOUND TO BE IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AW1216'SATISFACTORY.
 AW1216'
 AW1216'STATION IS ABOUT 5.0 MILES NE OF BAY CITY, 1 BLOCK NW OF
 AW1216'THE HIGH SCHOOL BUILDING AT VAN VLECK, 47 FEET NW OF THE
 AW1216'CENTER LINE OF STATE HIGHWAY 35 AND IN THE NW CORNER OF
 AW1216'INTERSECTION OF DIRT CROSS STREET.  IT IS ABOUT 76 FEET E OF
 AW1216'THE ENTRANCE TO A CHURCH BUILDING, 17 FEET NE OF HIGH CONCRETE
 AW1216'HEADWALL OF CULVERT UNDER STREET, 4 FEET NE OF A 4- BY 4-INCH
 AW1216'WOODEN MARKER POST AND 3 FEET E OF POWER-LINE POLE NO. 14-100
 AW1216'WITH BRACE WIRE.  IT IS STAMPED VAN VLECK 1935.
 AW1216'THE MONUMENT PROJECTS ABOUT 0.7 FOOT.
 AW1216'
 AW1216'R.M. 1 IS ABOUT 194 FEET NE OF ENTRANCE TO CHURCH,
 AW1216'118 FEET NE FROM THE STATION, 60 FEET SW OF THE SW CORNER
 AW1216'OF A STORE BUILDING, 46.0 FEET NW OF THE CENTER LINE OF
 AW1216'THE HIGHWAY AND AT THE SE EDGE OF A GARDEN PLOT.  IT IS STAMPED
 AW1216'VAN VLECK NO. 1 1935.  THE MONUMENT PROJECTS 0.7 FOOT.
 AW1216'
 AW1216'R.M. 2 IS ABOUT 163 FEET NW OF THE CENTER LINE
 AW1216'OF THE HIGHWAY, 116.5 FEET NW FROM THE STATION, 85 FEET NE
 AW1216'OF THE NE CORNER OF CHURCH, 35 FEET NE OF THE CENTER LINE
 AW1216'OF DIRT STREET AND AT THE SW EDGE OF A GARDEN PLOT.  IT IS
 AW1216'STAMPED VAN VLECK NO. 2 1935.  THE MONUMENT PROJECTS 0.7 FOOT.
 AW1216'
 AW1216'AZIMUTH IS 0.3 MILE SW OF THE STATION, 56 FEET SE
 AW1216'OF CENTER LINE OF STATE HIGHWAY 35, IN LINE WITH TELEPHONE
 AW1216'LINE.  STAMPED VAN VLECK AZIMUTH 1935.
 AW1216
 AW1216                          STATION RECOVERY (1951)
 AW1216
 AW1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (KH)
 AW1216'AT VAN VLECK, ALONG STATE HIGHWAY 35, 175 FEET WEST OF THE
 AW1216'ENTRANCE TO THE POST OFFICE, 84 FEET EAST OF THE SOUTHEAST
 AW1216'CORNER OF THE FIRST CHRISTIAN CHURCH, 134 FEET NORTHWEST OF
 AW1216'THE NORTHWEST CORNER OF A GROCERY STORE, 51 FEET NORTHWEST
 AW1216'OF THE CENTER LINE OF STATE HIGHWAY 35, 32 FEET NORTHEAST
 AW1216'OF THE CENTER LINE OF A SHELL ROAD LEADING NORTHWEST, 16.5
 AW1216'FEET NORTHEAST OF THE HEADWALL OF A CONCRETE CULVERT, 3 FEET
 AW1216'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AW1216'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, A
 AW1216'TRIANGULATION STATION DISK STAMPED VAN VLECK 1935.
 AW1216'
 AW1216'VAN VLECK R.M. 2 IS 116.2 FEET NORTHWEST OF TRIANGULATION STATION
 AW1216'VAN VLECK 1935, 293 FEET NORTHWEST OF THE ENTRANCE TO THE
 AW1216'POST OFFICE, 167.2 FEET NORTHWEST OF THE CENTER LINE OF
 AW1216'STATE HIGHWAY 35, 84 FEET NORTH OF THE NORTHWEST CORNER
 AW1216'OF THE FIRST CHRISTIAN CHURCH, 35 FEET NORTHEAST OF THE
 AW1216'CENTER LINE OF A SHELL STREET LEADING NORTHWEST, 2.2 FEET
 AW1216'NORTHEAST OF A WITNESS POST, A REFERENCE MARK DISK SET IN
 AW1216'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AW1216'THE GROUND, STAMPED VAN VLECK NO 2 1935.
 AW1216'
 AW1216'VAN VLECK 1935 AZIMUTH IS 0.3 MILE SOUITHWEST OF TRIANGULATION
 AW1216'STATION VAN VLECK 1935, 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY
 AW1216'35 FROM THE POST OFFICE AT VAN VLECK, 36 FEET SOUTHEAST OF THE
 AW1216'CENTER LINE OF THE HIGHWAY, 35 FEET SOUTHWEST OF A CONCRETE
 AW1216'RIGHTR OF WAY MARKER, 3 FEET SOUTHWEST OF A WITNESS POST,
 AW1216'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW1216'PROJECTS 0.7 FOOT ABOVE THE GROUND, STAMPED VAN VLECK AZIMUTH
 AW1216'1935.
 AW1216'
 AW1216'THE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 AW1216
 AW1216                          STATION RECOVERY (1951)
 AW1216
 AW1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AW1216'IN VAN VLECK.
 AW1216'AT VAN VLECK, ALONG STATE HIGHWAY 35, 175 FEET WEST OF THE ENTRANCE TO
 AW1216'THE POST OFFICE, 84 FEET EAST OF THE SOUTHEAST CORNER OF THE FIRST
 AW1216'CHRISTIAN CHURCH, 134 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AW1216'GROCERY STORE, 51 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 AW1216'35, 116.2 FEET SOUTHEAST OF VAN VLECK R.M. 2, 32 FEET NORTHEAST OF THE
 AW1216'CENTER LINE OF A SHELL ROAD LEADING NORTHWEST, 16.5 FEET NORTHEAST OF
 AW1216'A HEADWALL OF A CONCRETE CULVERT, 3 FEET NORTHEAST OF A WITNESS POST,
 AW1216'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AW1216'GROUND.
 AW1216
 AW1216                          STATION RECOVERY (1952)
 AW1216
 AW1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW1216'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 AW1216'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 AW1216'NO. 1 HAD BEEN PREVIOUSLY DESTROYED SO A NEW REFERENCE MARK
 AW1216'NO. 3 WAS ESTABLISHED.
 AW1216'
 AW1216'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW1216'
 AW1216'THE STATION IS LOCATED IN THE SMALL VILLAGE OF VAN VLECK,
 AW1216'DIAGONALLY ACROSS THE STREET FROM THE POST OFFICE, IN THE
 AW1216'NORTHWEST ANGLE OF AN INTERSECTION, 82 FEET EAST OF THE
 AW1216'SOUTHEAST CORNER OF A CHURCH, 47 FEET NORTHWEST OF THE
 AW1216'CENTER OF STATE HIGHWAY 35, 30 FEET NORTHEAST OF THE CENTER
 AW1216'OF A GRAVELED ROAD AND 3 FEET NORTHEAST OF A WITNESS POST.
 AW1216'IT IS STAMPED VAN VLECK 1935 AND PROJECTS 5 INCHES.
 AW1216'
 AW1216'REFERENCE MARK NO. 2 IS 84 FEET NORTH OF THE NORTHEAST CORNER
 AW1216'OF THE CHURCH AND 33 FEET NORTHEAST OF THE CENTER OF GRAVELED
 AW1216'ROAD.  IT IS STAMPED VAN VLECK NO 2 1935 AND PROJECTS 5 INCHES.
 AW1216'
 AW1216'REFERENCE MARK NO. 3 IS 51 FEET NORTHWEST OF THE CENTER OF
 AW1216'STATE HIGHWAY 35, 25 FEET SOUTHWEST OF A FENCE CORNER AND 3
 AW1216'FEET NORTHWEST OF A POWER LINE POLE.  IT IS STAMPED VAN VLECK
 AW1216'NO 3 1935 AND IS FLUSH WITH THE GROUND SURFACE.
 AW1216'
 AW1216'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 50 FEET SOUTHEAST
 AW1216'OF THE CENTER OF STATE HIGHWAY 35 AND 3 FEET WEST OF A
 AW1216'WITNESS POST.  IT IS STAMPED VAN VLECK AZIMUTH 1935 AND PROJECTS
 AW1216'8 INCHES.
 AW1216'
 AW1216'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 AW1216'STATE HIGHWAY 35 FOR 0.3 MILE TO MARK ON LEFT AS DESCRIBED.
 AW1216
 AW1216                          STATION RECOVERY (1956)
 AW1216
 AW1216'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1956
 AW1216'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AW1216'AS DESCRIBED.  THE AZIMUTH MARK HAD BEEN PULLED OUT.  A
 AW1216'NEW MARK WAS NOT SET.
 AW1216
 AW1216                          STATION RECOVERY (1978)
 AW1216
 AW1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1216'RECOVERED IN GOOD CONDITION.
 AW1216
 AW1216                          STATION RECOVERY (1996)
 AW1216
 AW1216'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1251 ***********************************************************************
 AW1251  DESIGNATION -  VAN VLECK RM 1
 AW1251  PID         -  AW1251
 AW1251  STATE/COUNTY-  TX/MATAGORDA
 AW1251  USGS QUAD   -  VAN VLECK (1980)
 AW1251
 AW1251                         *CURRENT SURVEY CONTROL
 AW1251  ___________________________________________________________________
 AW1251* NAD 83(1986)-  29 01 00.     (N)    095 53 28.     (W)     SCALED    
 AW1251* NAVD 88     -        13.72   (+/-2cm)      45.0    (feet)  VERTCON   
 AW1251  ___________________________________________________________________
 AW1251  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1251
 AW1251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1251
 AW1251.The horizontal coordinates were scaled from a topographic map and have
 AW1251.an estimated accuracy of +/- 6 seconds.
 AW1251
 AW1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1251.The vertical order pertains to the NGVD 29 superseded value.
 AW1251
 AW1251.The geoid height was determined by GEOID03.
 AW1251
 AW1251;                    North         East    Units  Estimated Accuracy
 AW1251;SPC TXSC     - 4,135,170.      902,810.      MT  (+/- 180 meters Scaled)
 AW1251
 AW1251                          SUPERSEDED SURVEY CONTROL
 AW1251
 AW1251  NGVD 29 (??/??/92)   13.75   (m)           45.1    (f) COMPUTED    2 0
 AW1251
 AW1251.Superseded values are not recommended for survey control.
 AW1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1251.See file dsdata.txt to determine how the superseded data were derived.
 AW1251
 AW1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN183132(NAD 83)
 AW1251_MARKER: DR = REFERENCE MARK DISK
 AW1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1251_STAMPING: VAN VLECK NO.1 1935
 AW1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1251+STABILITY: SURFACE MOTION
 AW1251
 AW1251  HISTORY     - Date     Condition        Report By
 AW1251  HISTORY     - 1935     MONUMENTED       CGS
 AW1251  HISTORY     - 1943     GOOD             NGS
 AW1251  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1251  HISTORY     - 19961116 POOR             USPSQD
 AW1251  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW1251
 AW1251                          STATION DESCRIPTION
 AW1251
 AW1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW1251'IN VAN VLECK.
 AW1251'REFERENCE MARK IS ALONG STATE HIGHWAY NO. 35, 1 BLOCK NORTHWEST OF THE
 AW1251'VAN VLECK HIGH SCHOOL.  IT IS 194.0 FEET NORTHEAST OF A CHURCH, 118.0
 AW1251'FEET NORTHEAST OF TRIANGULATION STATION VAN VLECK, 60.0 FEET SOUTHWEST
 AW1251'OF THE SOUTHWEST CORNER OF A SMALL STORE BUILDING, 46.0 FEET NORTHWEST
 AW1251'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF STATE HIGHWAY NO.
 AW1251'35, 23.0 FEET WEST OF THE CENTER OF A WOODEN BRIDGE AT A DRIVEWAY AND
 AW1251'AT THE SOUTHEAST EDGE OF A GARDEN PLOT.  MONUMENT PROJECTS ABOUT 0.7
 AW1251'FOOT, SET IN A CONCRETE POST.
 AW1251
 AW1251                          STATION RECOVERY (1978)
 AW1251
 AW1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1251'NOT RECOVERED THIS DATE.
 AW1251
 AW1251                          STATION RECOVERY (1996)
 AW1251
 AW1251'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1251'MARK RECOVERED IN POOR CONDITION.
 AW1251
 AW1251                          STATION RECOVERY (2004)
 AW1251
 AW1251'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1217 ***********************************************************************
 AW1217  DESIGNATION -  VAN VLECK RM 2
 AW1217  PID         -  AW1217
 AW1217  STATE/COUNTY-  TX/MATAGORDA
 AW1217  USGS QUAD   -  VAN VLECK (1980)
 AW1217
 AW1217                         *CURRENT SURVEY CONTROL
 AW1217  ___________________________________________________________________
 AW1217* NAD 83(1986)-  29 01 00.     (N)    095 53 28.     (W)     SCALED    
 AW1217* NAVD 88     -        13.68   (+/-2cm)      44.9    (feet)  VERTCON   
 AW1217  ___________________________________________________________________
 AW1217  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1217
 AW1217  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1217
 AW1217.The horizontal coordinates were scaled from a topographic map and have
 AW1217.an estimated accuracy of +/- 6 seconds.
 AW1217
 AW1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1217.The vertical order pertains to the NGVD 29 superseded value.
 AW1217
 AW1217.The geoid height was determined by GEOID03.
 AW1217
 AW1217;                    North         East    Units  Estimated Accuracy
 AW1217;SPC TXSC     - 4,135,170.      902,810.      MT  (+/- 180 meters Scaled)
 AW1217
 AW1217                          SUPERSEDED SURVEY CONTROL
 AW1217
 AW1217  NGVD 29 (??/??/92)   13.704  (m)           44.96   (f) ADJ UNCH    1 1
 AW1217
 AW1217.Superseded values are not recommended for survey control.
 AW1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1217.See file dsdata.txt to determine how the superseded data were derived.
 AW1217
 AW1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN183132(NAD 83)
 AW1217_MARKER: DR = REFERENCE MARK DISK
 AW1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1217_STAMPING: VAN VLECK NO 2 1935
 AW1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1217+STABILITY: SURFACE MOTION
 AW1217
 AW1217  HISTORY     - Date     Condition        Report By
 AW1217  HISTORY     - 1935     MONUMENTED       CGS
 AW1217  HISTORY     - 1951     GOOD             NGS
 AW1217  HISTORY     - 1978     GOOD             NGS
 AW1217  HISTORY     - 19961119 MARK NOT FOUND   USPSQD
 AW1217
 AW1217                          STATION DESCRIPTION
 AW1217
 AW1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW1217'IN VAN VLECK.
 AW1217'AT VAN VLECK, 293 FEET NORTHWEST OF THE ENTRANCE TO THE POST OFFICE,
 AW1217'116.2 FEET NORTHWEST OF TRIANGULATION STATION VAN VLECK 1935, 167.2
 AW1217'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 35, 84 FEET NORTH
 AW1217'OF THE NORTHWEST CORNER OF THE FIRST CHRISTIAN CHURCH, 35 FEET
 AW1217'NORTHEAST OF THE CENTER LINE OF A SHELL STREET LEADING NORTHWEST, 2.2
 AW1217'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AW1217'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AW1217
 AW1217                          STATION RECOVERY (1978)
 AW1217
 AW1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1217'RECOVERED IN GOOD CONDITION.
 AW1217
 AW1217                          STATION RECOVERY (1996)
 AW1217
 AW1217'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1314 ***********************************************************************
 CR1314  DESIGNATION -  VANALL RESET
 CR1314  PID         -  CR1314
 CR1314  STATE/COUNTY-  TX/HENDERSON
 CR1314  USGS QUAD   -  MURCHISON WEST (1984)
 CR1314
 CR1314                         *CURRENT SURVEY CONTROL
 CR1314  ___________________________________________________________________
 CR1314* NAD 83(1993)-  32 16 15.29268(N)    095 50 50.98639(W)     ADJUSTED  
 CR1314* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 CR1314  ___________________________________________________________________
 CR1314  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CR1314  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR1314
 CR1314  HORZ ORDER  -  SECOND
 CR1314
 CR1314.The horizontal coordinates were established by classical geodetic methods
 CR1314.and adjusted by the National Geodetic Survey in February 1996..
 CR1314
 CR1314.The orthometric height was scaled from a topographic map.
 CR1314
 CR1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1314
 CR1314.The geoid height was determined by GEOID03.
 CR1314
 CR1314;                    North         East     Units Scale Factor Converg.
 CR1314;SPC TXNC     - 2,070,161.062   849,868.271   MT  0.99996474   +1 26 48.0
 CR1314;SPC TXNC     - 6,791,853.42  2,788,276.15   sFT  0.99996474   +1 26 48.0
 CR1314;UTM  15      - 3,574,025.525   231,784.792   MT  1.00048724   -1 31 16.5
 CR1314
 CR1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1314!SPC TXNC     -   0.99998251  x   0.99996474  =   0.99994726
 CR1314!UTM  15      -   0.99998251  x   1.00048724  =   1.00046975
 CR1314
 CR1314|---------------------------------------------------------------------|
 CR1314| PID    Reference Object                     Distance      Geod. Az  |
 CR1314|                                                           dddmmss.s |
 CR1314| CY2568 VANALL RM 1                          59.896 METERS 01034     |
 CR1314| CY2567 VANALL AZ MK                                       0862856.5 |
 CR1314| CR1305 ATHENS MUNICIPAL TANK               APPROX. 7.0 KM 1821258.9 |
 CR1314| CY2569 VANALL RM 2                          52.886 METERS 28303     |
 CR1314| CR0672 CHURCH                              APPROX. 9.9 KM 3554707.8 |
 CR1314|---------------------------------------------------------------------|
 CR1314
 CR1314                          SUPERSEDED SURVEY CONTROL
 CR1314
 CR1314  NAD 83(1986)-  32 16 15.30041(N)    095 50 50.97069(W) AD(       ) 2
 CR1314  NAD 27      -  32 16 14.76500(N)    095 50 50.09600(W) AD(       ) 2
 CR1314
 CR1314.Superseded values are not recommended for survey control.
 CR1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1314.See file dsdata.txt to determine how the superseded data were derived.
 CR1314
 CR1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3178574026(NAD 83)
 CR1314_MARKER: DS = TRIANGULATION STATION DISK
 CR1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1314_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CR1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1314+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 CR1314
 CR1314  HISTORY     - Date     Condition        Report By
 CR1314  HISTORY     - 1979     MONUMENTED       TXHD
 CR1314  HISTORY     - 1981     GOOD             NGS
 CR1314  HISTORY     - 20040609 GOOD             USPSQD
 CR1314
 CR1314                          STATION DESCRIPTION
 CR1314
 CR1314'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1979 (CLJ)
 CR1314'VANALL RESET IN 1979.
 CR1314'
 CR1314'VANALL AZ. MK. DESTROYED.
 CR1314'
 CR1314'STATION SURFACE MARK, RMS, AND AZIMUTH MARK DESTROYED BY ROAD
 CR1314'WIDENING CONSTRUCTION.  JACK WARD, HENDERSON CO. SURVEYOR, SET
 CR1314'A NEW MARK DIRECTLY OVER SUB-SURFACE MARK.  A MICROWAVE TOWER IN
 CR1314'AZIMUTH 105 DEG 14 MIN 27 SEC IS VISIBLE FROM GROUND AT STATION.
 CR1314'THIS AZIMUTH DETERMINED BY POLORIS OBSERVATION.
 CR1314'
 CR1314'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES NORTH OF
 CR1314'ATHENS.
 CR1314
 CR1314                          STATION RECOVERY (1981)
 CR1314
 CR1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CR1314'THE SURFACE MARK WAS REPLACED IN 1979 BY THE STATE.  THE AZIMUTH AND
 CR1314'REFERENCE MARKS COULD NOT BE FOUND.  REFERENCE MARKS 3 AND 4 WERE SET
 CR1314'AT THIS TIME.  NO SUITABLE PLACE FOR A VG AZIMUTH.
 CR1314'
 CR1314'STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTH OF ATHENS, ALONG STATE
 CR1314'HIGHWAY 19 ON THE EAST SIDE OF ROAD RIGHT-OF-WAY AT THE INTERSECTION
 CR1314'WITH FARM ROAD 2752.
 CR1314'
 CR1314'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS 19 AND
 CR1314'31 ON THE NORTH EDGE OF ATHENS, GO NORTH ON STATE HIGHWAY 19 FOR 6.6
 CR1314'KM (4.1 MI) TO A REST AREA ON THE LEFT. CONTINUE NORTH ON 19 FOR 0.96
 CR1314'KM (0.6 MI) TO THE SATION ON THE RIGHT.
 CR1314'
 CR1314'THE STATION MARK IS A STAINLESS DISK ADHERED TO A STAINLESS STEEL ROD
 CR1314'IN A METAL PIPE FILLED WITH CONCRETE AND SURROUNDED BY A MASS OF
 CR1314'CONCRETE.  THE DISK IS STAMPED---VANALL RESET RPS 14---.  THERE IS
 CR1314'THE DATE OF 1979 SCRATCHED ON THE DISK EDGE.
 CR1314'
 CR1314'REFERENCE MARK 3 IS A PRECAST ALUMINUM MARK SET ON A HIGH BANK 11.9
 CR1314'METERS SOUTH OF FM 2572 AND 6 METERS NW OF POWER LIGHT POLE. IT IS
 CR1314'STAMPED VANALL NO 3 1981.
 CR1314'
 CR1314'REFERENCE MARK 4 IS A PRECAST ALUMINUM MARK SET IN A HOLE IN THE
 CR1314'GROUND AND IS FLUSH WITH THE SURFACE.  IT IS 15.9 METERS SOUTH OF FARM
 CR1314'ROAD 2752, 8 METERS EAST OF CENTERLINE OF STATE HIGHWAY 19 AND 0.5
 CR1314'METER NORTH OF A HIGHWAY ROAD SIGN.  IT IS STAMPED VANALL NO 4 1981..
 CR1314'
 CR1314'THE DISKS ARE 180 DEGREES APART FROM EACH OTHER.
 CR1314
 CR1314                          STATION RECOVERY (2004)
 CR1314
 CR1314'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0807 ***********************************************************************
 CB0807  DESIGNATION -  VANCIL ET
 CB0807  PID         -  CB0807
 CB0807  STATE/COUNTY-  TX/RUNNELS
 CB0807  USGS QUAD   -  HERRING RANCH (1987)
 CB0807
 CB0807                         *CURRENT SURVEY CONTROL
 CB0807  ___________________________________________________________________
 CB0807* NAD 83(1993)-  31 50 54.33659(N)    100 00 31.75563(W)     ADJUSTED  
 CB0807* NAVD 88     -       560.3    (meters)    1838.     (feet)  VERTCON   
 CB0807  ___________________________________________________________________
 CB0807  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 CB0807  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CB0807
 CB0807  HORZ ORDER  -  THIRD
 CB0807
 CB0807.The horizontal coordinates were established by classical geodetic methods
 CB0807.and adjusted by the National Geodetic Survey in February 1996..
 CB0807
 CB0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0807
 CB0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0807
 CB0807.The geoid height was determined by GEOID03.
 CB0807
 CB0807;                    North         East     Units Scale Factor Converg.
 CB0807;SPC TX C     - 3,241,914.529   730,714.201   MT  0.99999081   +0 10 01.7
 CB0807;SPC TX C     -10,636,181.25  2,397,351.51   sFT  0.99999081   +0 10 01.7
 CB0807;UTM  14      - 3,524,078.574   404,552.837   MT  0.99971235   -0 31 56.5
 CB0807
 CB0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0807!SPC TX C     -   0.99991599  x   0.99999081  =   0.99990680
 CB0807!UTM  14      -   0.99991599  x   0.99971235  =   0.99962836
 CB0807
 CB0807:                Primary Azimuth Mark                     Grid Az
 CB0807:SPC TX C     -  HATCHEL                                  251 52 22.6
 CB0807:UTM  14      -  HATCHEL                                  252 34 20.8
 CB0807
 CB0807|---------------------------------------------------------------------|
 CB0807| PID    Reference Object                     Distance      Geod. Az  |
 CB0807|                                                           dddmmss.s |
 CB0807| CB0805 HATCHEL                             APPROX. 1.7 KM 2520224.3 |
 CB0807|---------------------------------------------------------------------|
 CB0807
 CB0807                          SUPERSEDED SURVEY CONTROL
 CB0807
 CB0807  NAD 83(1986)-  31 50 54.34344(N)    100 00 31.74166(W) AD(       ) 3
 CB0807  NAD 27      -  31 50 53.80121(N)    100 00 30.40514(W) AD(       ) 3
 CB0807  NGVD 29 (07/19/86)  560.2    (m)         1838.     (f) VERT ANG       
 CB0807
 CB0807.Superseded values are not recommended for survey control.
 CB0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0807.See file dsdata.txt to determine how the superseded data were derived.
 CB0807
 CB0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0455324079(NAD 83)
 CB0807_MARKER: DD = SURVEY DISK
 CB0807_SETTING: 0 = UNSPECIFIED SETTING
 CB0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0807
 CB0807  HISTORY     - Date     Condition        Report By
 CB0807  HISTORY     - 1958     MONUMENTED       USGS
 CB0807
 CB0807                          STATION DESCRIPTION
 CB0807
 CB0807'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0807'STATION IS LOCATED ABOUT 8.4 MI. (AIRLINE) NW. OF BALLINGER, TEXAS,
 CB0807'3.4 MI. W. OF HATCHEL ON A BROAD GRASSY TOP, 0.2 MI. S. OF E-W.
 CB0807'GRADED RD. AND 3 FT. E. OF N-S. FENCE LINE.
 CB0807'
 CB0807'TO REACH STATION FROM SANTA FE RAILROAD STATION IN BALLINGER, TEXAS,
 CB0807'PROCEED 0.9 MI. NW. ALONG U.S. HIGHWAY 83 TO RD. JUNCTION, THENCE NW.
 CB0807'ALONG STATE HIGHWAY 158 2.0 MI. TO A Y-RD. FORK, PROCEED N. AND NW.
 CB0807'ALONG GRADED RD. 3.8 MI. TO A T-RD. N., PROCEED N. ALONG GRADED RD.
 CB0807'4.0 MI. TO A RD. BEND, THENCE E. 0.5 MI. TO A GATE AND A TRACK RD.
 CB0807'SE.  FOLLOW ALONG TRACK RD. SE. 0.8 MI. TO A GATE AT N-S. FENCE,
 CB0807'PASS THRU GATE N. ALONG N-S. FENCE 0.2 MI. TO STATION.
 CB0807'
 CB0807'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 CB0807'0.2 FT., STAMPED ---VANCIL - ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0461 ***********************************************************************
 BO0461  DESIGNATION -  VANDER RESET
 BO0461  PID         -  BO0461
 BO0461  STATE/COUNTY-  TX/SUTTON
 BO0461  USGS QUAD   -  DUNBAR DRAW NE (1982)
 BO0461
 BO0461                         *CURRENT SURVEY CONTROL
 BO0461  ___________________________________________________________________
 BO0461* NAD 83(1993)-  30 28 11.70958(N)    100 33 36.60076(W)     ADJUSTED  
 BO0461* NAVD 88     -       702.     (meters)    2303.     (feet)  SCALED    
 BO0461  ___________________________________________________________________
 BO0461  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 BO0461  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 BO0461
 BO0461  HORZ ORDER  -  SECOND
 BO0461
 BO0461.The horizontal coordinates were established by classical geodetic methods
 BO0461.and adjusted by the National Geodetic Survey in February 1996..
 BO0461
 BO0461.The orthometric height was scaled from a topographic map.
 BO0461
 BO0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0461
 BO0461.The geoid height was determined by GEOID03.
 BO0461
 BO0461;                    North         East     Units Scale Factor Converg.
 BO0461;SPC TX C     - 3,089,067.559   678,219.186   MT  0.99992447   -0 07 00.6
 BO0461;SPC TX C     -10,134,715.82  2,225,124.11   sFT  0.99992447   -0 07 00.6
 BO0461;UTM  14      - 3,371,892.255   350,230.457   MT  0.99987672   -0 47 28.6
 BO0461
 BO0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0461!SPC TX C     -   0.99989330  x   0.99992447  =   0.99981778
 BO0461!UTM  14      -   0.99989330  x   0.99987672  =   0.99977004
 BO0461
 BO0461|---------------------------------------------------------------------|
 BO0461| PID    Reference Object                     Distance      Geod. Az  |
 BO0461|                                                           dddmmss.s |
 BO0461| CV5690 VANDER RM 3                          22.773 METERS 02506     |
 BO0461| CV5687 VANDER AZ MK                                       1110855.2 |
 BO0461| CV5688 VANDER RM 1                          25.804 METERS 11652     |
 BO0461| CV5689 VANDER RM 2                          24.562 METERS 19324     |
 BO0461| BO0488 SONORA NEW MUNICIPAL TANK           APPROX.12.6 KM 3241857.8 |
 BO0461|---------------------------------------------------------------------|
 BO0461
 BO0461                          SUPERSEDED SURVEY CONTROL
 BO0461
 BO0461  NAD 83(1986)-  30 28 11.71089(N)    100 33 36.58715(W) AD(       ) 2
 BO0461  NAD 27      -  30 28 11.04400(N)    100 33 35.26100(W) AD(       ) 2
 BO0461
 BO0461.Superseded values are not recommended for survey control.
 BO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0461.See file dsdata.txt to determine how the superseded data were derived.
 BO0461
 BO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU5023071892(NAD 83)
 BO0461_MARKER: DS = TRIANGULATION STATION DISK
 BO0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0461
 BO0461  HISTORY     - Date     Condition        Report By
 BO0461  HISTORY     - 1944     MONUMENTED       CGS
 BO0461  HISTORY     - 1946     GOOD             TXHD
 BO0461  HISTORY     - 1964     MARK NOT FOUND   CGS
 BO0461  HISTORY     - 1964     MARK NOT FOUND   CGS
 BO0461  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0461  HISTORY     - 1969     MARK NOT FOUND   CGS
 BO0461  HISTORY     - 1974     MARK NOT FOUND   TXHD
 BO0461  HISTORY     - 1978     POOR             NGS
 BO0461
 BO0461                          STATION DESCRIPTION
 BO0461
 BO0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0461'STATION IS LOCATED 10 MILES, AIR LINE, SSE OF SONORA, AT
 BO0461'INTERSECTION OF GRADED DIRT ROAD AND GRADED T-ROAD TO E, ON
 BO0461'PROPERTY OWNED BY MR. E.F. VANDER STUKEN.  IT IS IN A SMALL
 BO0461'CLEARING 165 FEET SE OF THE CENTER OF A ROAD INTERSECTION,
 BO0461'75 FEET ENE OF THE CENTER LINE OF N-S ROAD, AND 7 FEET NNW
 BO0461'OF A 4- BY 4-INCH WOODEN MARKER POST.
 BO0461'
 BO0461'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BO0461'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 BO0461'IT IS STAMPED VANDER 1944.  UNDERGROUND MARK - NOTE 8A- 22 IN.
 BO0461'DOWN.
 BO0461'
 BO0461'REFERENCE MARK 1 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BO0461'IT IS A BRONZE REFERENCE DISK SET IN A CONCRETE CYLINDER
 BO0461'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BO0461'VANDER NO 1 1944.
 BO0461'
 BO0461'REFERENCE MARK 2 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BO0461'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE
 BO0461'POST THAT PROJECTS ASBOUT 4 INCHES ABOVE THE GROUND.  IT IS
 BO0461'STAMPED VANDER NO 2 1944.
 BO0461'
 BO0461'AZIMUTH MARK IS 3 FEET ENE OF A 4- BY 4-INCH WOODEN MARKER
 BO0461'POST.  IT IS A BRONZE AZIMUTH DISK SET IN A 3- BY 4-FOOT
 BO0461'BOULDER THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT
 BO0461'IS STAMPED VANDER 1944.
 BO0461'
 BO0461'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 BO0461'290 AND 277 AT THE S EDGE OF SONORA, GO S ON U.S. HIGHWAY
 BO0461'290 FOR 0.2 MILE, THENCE RIGHT ON PAVED STREET AND GO W 2 BLOCKS.
 BO0461'TURN LEFT AND GO S ON GRADED DIRT ROAD 9.0 MILES TO A
 BO0461'T-INTERSECTION LEFT AND STATION SE OF INTERSECTION.
 BO0461'
 BO0461'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 BO0461
 BO0461                          STATION RECOVERY (1946)
 BO0461
 BO0461'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1946 (AHC)
 BO0461'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BO0461'1944 DESCRIPTION GOOD EXCEPT STATION IS 88 FEET INSTEAD
 BO0461'75 FEET ENE OF THE CENTER LINE OF N-S ROAD.
 BO0461
 BO0461                          STATION RECOVERY (1964)
 BO0461
 BO0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FWB)
 BO0461'STATION WAS DESTROYED BY HIGHWAY CONSTRUCTION.  R.M. 1 WAS
 BO0461'LOCATED IN GOOD CONDITION.
 BO0461
 BO0461                          STATION RECOVERY (1964)
 BO0461
 BO0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 BO0461'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 BO0461'WERE NOT FOUND.  IT IS BELIEVED THE SURFACE STATION MARK
 BO0461'AND REFERENCE MARK NO. 2 WERE DESTROYED BY ROAD CONSTRUCTION.
 BO0461'CONSIDERABLE TIME WAS SPENT DIGGING AND PROBING FOR THE
 BO0461'SUB-STATION MARK BUT WAS NOT FOUND.  REFERENCE MARK NO. 1
 BO0461'WAS FOUND TO BE IN GOOD CONDITION.
 BO0461'
 BO0461'TO REACH THE STATION FROM THE JUNCTION OF FARM-TO-MARKET
 BO0461'ROAD 1691 AND U.S. HIGHWAY 290 WHICH IS AT CROCKETT AVENUE AND
 BO0461'COLLEGE STREET IN SONORA, GO SOUTHERLY ON FARM-TO-MARKET
 BO0461'ROAD 1691 FOR 8.8 MILES TO SUMMIT OF ROAD AND STATION ON THE
 BO0461'LEFT.
 BO0461
 BO0461                          STATION RECOVERY (1967)
 BO0461
 BO0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0461'STATION RECOVERED.
 BO0461'
 BO0461'SURFACE MARK HAS BEEN DESTROYED BY ROAD CONSTRUCTION BUT THE
 BO0461'SUBSURFACE MARK WAS RECOVERED IN GOOD CONDITION.  MARK LIES
 BO0461'84.5 FEET N ALONG THE RIGHT-OF-WAY FENCE FROM A T FENCE E
 BO0461'AND 30.4 FEET E OF PAVED ROAD.
 BO0461'
 BO0461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES,
 BO0461'AIR LINE, SSE OF SONORA.
 BO0461
 BO0461                          STATION RECOVERY (1969)
 BO0461
 BO0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BO0461'STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH
 BO0461'MARK WERE SEARCHED FOR BUT NOT FOUND.  IT WAS REPORTED BY
 BO0461'THE GEOLOGICAL SURVEY IN 1967 THAT THE SUB SURFACE STATION
 BO0461'MARK WAS RECOVERED 84.5 FEET NORTH OF A T FENCE CORNER AND
 BO0461'30.4 FEET EAST OF THE CENTERLINE OF SURFACED ROAD.  THESE
 BO0461'MEASUREMENTS WERE ALSO USED IN SEARCHING FOR THE SUB-SURFACE
 BO0461'MARK, BUT NO EVIDENCE OF THE MARK WAS FOUND.
 BO0461'
 BO0461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MI. SSE
 BO0461'OF SONORA.
 BO0461
 BO0461                          STATION RECOVERY (1974)
 BO0461
 BO0461'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 BO0461'VANDER 1944 (SUBSURFACE) - GOOD (SURFACE MARK DESTROYE BY
 BO0461'CONSTRUCTION)
 BO0461'
 BO0461'R.M. 1 - GOOD
 BO0461'
 BO0461'AZ MK. - GOOD
 BO0461'
 BO0461'OLD DESCRIPTION INACCURATE DUE TO CONSTRUCTION OF R.M. 1691.
 BO0461'FROM SONORA FOLLOW R.M. 1691 SE. FOR 9 MI. TO TOP OF RIDGE
 BO0461'AND STA. ON LEFT.  STA MARK IS APPROX. 18 INCHES UNDERGROUND.
 BO0461'IT IS OF A STA 471+66 R.M. 1 FOUND IN GOOD CONDITION.
 BO0461
 BO0461                          STATION RECOVERY (1978)
 BO0461
 BO0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BO0461'THE STATION SUB SURFACE MARK, REFERENCE MARK NO.1 AND AZIMUTH MARK
 BO0461'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BO0461'
 BO0461'THE STATION SURFACE MARK AND REFERENCE MARK NO.2 WERE FOUND TO HAVE
 BO0461'BEEN DESTROYED BY ROAD CONSTRUCTION.
 BO0461'
 BO0461'STATION SURFACE MARK AND REFERENCE MARK NO.3 WERE RE-ESTABLISHED AT
 BO0461'THIS TIME.
 BO0461'
 BO0461'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO.1 WAS VERIFIED.
 BO0461'
 BO0461'A NEW AND COMPLETE DESCRIPTION FOLLOWS
 BO0461'
 BO0461'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF SONORA, AND ON
 BO0461'EAST RIGHT OF WAY OF RANCH ROAD 1691
 BO0461'
 BO0461'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 377 AND 290 IN
 BO0461'SONORA, 80 EAST ON U.S. HIGHWAY 290 FOR 0.2 MILE TO JUNCTION OF
 BO0461'RANCH ROAD 1691.  TURN RIGHT ON RANCH ROAD 1691 AND 80 SOUTHEAST FOR
 BO0461'9.0 MILES TO TOP OF RIDGE AND STATION ON LEFT.
 BO0461'
 BO0461'STATION SURFACE MARK IS A STANDARD DISK STAMPED---VANDER 1944
 BO0461'1978---.  SET IN THE TOP OF CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BO0461'FLUSH WITH THE GROUND.  IT IS 89 FEET NORTH-NORTHWEST OF A T FENCE
 BO0461'CORNER, 89 FEET SOUTH OF SOUTH END OF GATE, 30.6 FEET EAST OF A RAIL
 BO0461'ROAD SPIKE, THAT IS DRIVEN FLUSH WITH SURFACE OF HIGHWAY AT CENTER
 BO0461'LINE OF ROAD AND 20.4 FEET WEST OF FENCE LINE AND METAL WITNESS POST.
 BO0461'
 BO0461'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPERED---VANDER NO 1
 BO0461'1944---SET IN TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 BO0461'IS 99 FEET WEST OF A HIGHLINE POLE, 86 FEET EAST OF CENTER LINE OF
 BO0461'ROAD, 42 FEET NORTHEAST OF A T FENCE CORNER, 36 FEET EAST OF FENCE
 BO0461'AND 35 FEET NORTH OF FENCE LINE.
 BO0461'
 BO0461'REFERENCE MARK NO.3, IS A STANDARD DISK STAMPED---VANDER 1944 NO.3
 BO0461'1978.  IT IS SET IN A DRILL HOLE IN BEDROCK THAT PROJECT 4 INCHES.  IT
 BO0461'IS 142 FEET NORTH-NORTHEAST OF FENCE CORNER, 85 FEET EAST OF CENTER
 BO0461'LINE OF ROAD, 49 FEET OF SOUTH END OF GATE AND 35 FEET EAST OF FENCE
 BO0461'LINE.
 BO0461'
 BO0461'AZIMUTH MARK IS A STANDARD DISK STAMPED---VANDER 1944, SET IN A
 BO0461'DRILL HOLE IN BEDROCK THAT PROJECTS 8-INCHES.  IT IS 145 PACES
 BO0461'SOUTH OF FENCE LINE, 53 PACES NORTH-NORTHEAST OF A TRACK ROAD AND 3
 BO0461'FEET NORTHEAST OF CAIRN
 BO0461'
 BO0461'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ABOUT 300
 BO0461'FT. TO A GATE IN AN EAST-WEST FENCE LINE AND A TRACK ROAD LEADING
 BO0461'SOUTHEAST THROUGH PASTURE, FOLLOW THE TRACK ROAD SOUTHEASTERLY FOR
 BO0461'ABOUT 0.2 MILE, THEN BEAR LEFT, OR NORTH FOR A SHORT DISTANCE TO MARK
 BO0461'IN THE LARGEST PROJECTING BEDROCK IN THE AREA.  THE GATE MENTIONED
 BO0461'ABOVE, HAS LOCK, MAY HAVE TO WALK TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1007 ***********************************************************************
 CA1007  DESIGNATION -  VANN
 CA1007  PID         -  CA1007
 CA1007  STATE/COUNTY-  TX/BURNET
 CA1007  USGS QUAD   -  GORMAN FALLS (1976)
 CA1007
 CA1007                         *CURRENT SURVEY CONTROL
 CA1007  ___________________________________________________________________
 CA1007* NAD 83(1993)-  31 00 35.63836(N)    098 26 16.36422(W)     ADJUSTED  
 CA1007* NAVD 88     -       440.5    (meters)    1445.     (feet)  VERTCON   
 CA1007  ___________________________________________________________________
 CA1007  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 CA1007  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CA1007
 CA1007  HORZ ORDER  -  FIRST
 CA1007
 CA1007.The horizontal coordinates were established by classical geodetic methods
 CA1007.and adjusted by the National Geodetic Survey in February 1996..
 CA1007
 CA1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1007
 CA1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1007
 CA1007.The geoid height was determined by GEOID03.
 CA1007
 CA1007;                    North         East     Units Scale Factor Converg.
 CA1007;SPC TX C     - 3,150,445.891   880,975.109   MT  0.99988175   +0 58 34.6
 CA1007;SPC TX C     -10,336,087.89  2,890,332.50   sFT  0.99988175   +0 58 34.6
 CA1007;UTM  14      - 3,430,834.661   553,658.345   MT  0.99963551   +0 17 22.6
 CA1007
 CA1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1007!SPC TX C     -   0.99993469  x   0.99988175  =   0.99981645
 CA1007!UTM  14      -   0.99993469  x   0.99963551  =   0.99957022
 CA1007
 CA1007:                Primary Azimuth Mark                     Grid Az
 CA1007:SPC TX C     -  MATTHEWS                                 083 02 04.7
 CA1007:UTM  14      -  MATTHEWS                                 083 43 16.7
 CA1007
 CA1007|---------------------------------------------------------------------|
 CA1007| PID    Reference Object                     Distance      Geod. Az  |
 CA1007|                                                           dddmmss.s |
 CA1007| CA1006 MATTHEWS                            APPROX.10.4 KM 0840039.3 |
 CA1007| CV5691 VANN RM 1                            19.462 METERS 09556     |
 CA1007| CV5692 VANN RM 2                            18.481 METERS 19453     |
 CA1007| CA1008 VANN RM A 1967                       21.624 METERS 33130     |
 CA1007|---------------------------------------------------------------------|
 CA1007
 CA1007                          SUPERSEDED SURVEY CONTROL
 CA1007
 CA1007  NAD 83(1986)-  31 00 35.64933(N)    098 26 16.34972(W) AD(       ) 1
 CA1007  NAD 27      -  31 00 35.02988(N)    098 26 15.22685(W) AD(       ) 1
 CA1007  NGVD 29 (07/19/86)  440.4    (m)         1445.     (f) VERT ANG       
 CA1007
 CA1007.Superseded values are not recommended for survey control.
 CA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1007.See file dsdata.txt to determine how the superseded data were derived.
 CA1007
 CA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV5365830835(NAD 83)
 CA1007_MARKER: DS = TRIANGULATION STATION DISK
 CA1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1007
 CA1007  HISTORY     - Date     Condition        Report By
 CA1007  HISTORY     - 1967     MONUMENTED       CGS
 CA1007
 CA1007                          STATION DESCRIPTION
 CA1007
 CA1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1007'THE STATION IS LOCATED ABOUT 16 MILES WEST-SOUTHWEST OF LAMPASAS,
 CA1007'16 MILES EAST-NORTHEAST OF CHEROKEE, 7 MILES SOUTHEAST OF BEND,
 CA1007'2-1/2 MILES WEST OF THE VANN RANCH HOUSE, 1-1/4 MILES EAST OF
 CA1007'THE COLORADO RIVER AND ON PROPERTY OWNED BY MR. JOHN VANN.
 CA1007'
 CA1007'TO REACH THE STATION FROM THE POST OFFICE IN LAMPASAS, GO WEST
 CA1007'ON SECOND STREET FOR 0.2 MILE TO JUNCTION WITH U.S. HIGHWAY
 CA1007'190.  TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 190 FOR 0.1 MILE
 CA1007'TO JUNCTION U.S. HIGHWAY 190 AND FARM ROAD 580.  TURN RIGHT AND
 CA1007'GO WEST ON FARM ROAD 580 FOR 0.5 MILE TO JUNCTION WITH FARM ROAD
 CA1007'1478.  TURN LEFT ON FARM ROAD 1478 AND GO SOUTH AND WESTERLY
 CA1007'FOR 3.6 MILES TO END OF PAVEMENT.  CONTINUE WEST ON GRAVELED
 CA1007'ROAD FOR 6.55 MILES TO A SIDE ROAD RIGHT AND SIGN VANN.  TURN
 CA1007'RIGHT AND GO NORTH AND EASTERLY ON GRAVELED ROAD FOR 1.95
 CA1007'MILES TO A SIDE ROAD LEFT AND A CATTLE GUARD.  TURN LEFT
 CA1007'CROSSING CATTLE GUARD AND GO WEST FOR 3.6 MILES TO A
 CA1007'CROSSROAD AND A CATTLE GUARD JUST AHEAD.  CONTINUE WEST ON
 CA1007'GRAVELED ROAD FOR 0.5 MILE TO A FORK.  KEEP RIGHT FORK AND
 CA1007'CONTINUE WEST FOR 0.4 MILE TO A FORK.  KEEP RIGHT FORK AND GO
 CA1007'WEST 0.05 MILE TO VANNS RANCH HOUSE ON THE RIGHT.  CONTINUE WEST
 CA1007'PASSING TO THE SOUTH OF A RED PAINTED BUILDING AND
 CA1007'THROUGH TWO GATES FOR 0.75 MILE TO A FORK.  KEEP LEFT
 CA1007'FORK AND GO WEST ON TRACK ROAD FOR 0.1 MILE TO A FORK.  KEEP
 CA1007'LEFT FORK AND CONTINUE WEST FOR 0.6 MILE ON TRACK ROAD TO A
 CA1007'NARROW CATTLE GUARD.  CONTINUE WEST ON TRACK ROAD FOR
 CA1007'1.15 MILES TO A METAL GATE AND A METAL BUILDING ON THE RIGHT.  PASS
 CA1007'THROUGH GATE AND GO WEST 0.2 MILE TO STATION ON THE LEFT.
 CA1007'
 CA1007'THE STATION MARK IS A STANDARD DISK, STAMPED VANN 1967, SET
 CA1007'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 CA1007'8-INCHES.  IT IS 26.6 FEET NORTHWEST OF AN 18 INCH OAK TREE
 CA1007'WITH A TRIANGLE BLAZE AND A METAL WITNESS SIGN ATTACHED AND 43
 CA1007'FEET SOUTHWEST OF A 14 INCH OAK TREE.
 CA1007'
 CA1007'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VANN NO 1 1967,
 CA1007'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 CA1007'6-INCHES.  IT IS 13 FEET NORTHEAST OF AN OAK TREE WITH METAL
 CA1007'WITNESS SIGN ATTACHED AND 42 FEET EAST OF AN 18 INCH OAK TREE
 CA1007'WITH METAL WITNESS SIGN ATTACHED.
 CA1007'
 CA1007'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VANN NO 2 1967,
 CA1007'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 6
 CA1007'INCHES.  IT IS 10 FEET EAST-NORTHEAST OF AN 18 INCH OAK TREE
 CA1007'WITH METAL WITNESS SIGN ATTACHED AND 15 FEET SOUTHWEST OF A 10
 CA1007'INCH OAK TREE.
 CA1007'
 CA1007'NO LOCATION AVAILABLE FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1008 ***********************************************************************
 CA1008  DESIGNATION -  VANN RM A 1967
 CA1008  PID         -  CA1008
 CA1008  STATE/COUNTY-  TX/BURNET
 CA1008  USGS QUAD   -  GORMAN FALLS (1976)
 CA1008
 CA1008                         *CURRENT SURVEY CONTROL
 CA1008  ___________________________________________________________________
 CA1008* NAD 83(1993)-  31 00 36.25547(N)    098 26 16.75311(W)     ADJUSTED  
 CA1008* NAVD 88     -       439.6    (meters)    1442.     (feet)  VERTCON   
 CA1008  ___________________________________________________________________
 CA1008  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 CA1008  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CA1008
 CA1008  HORZ ORDER  -  FIRST
 CA1008
 CA1008.The horizontal coordinates were established by classical geodetic methods
 CA1008.and adjusted by the National Geodetic Survey in February 1996..
 CA1008
 CA1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1008
 CA1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1008
 CA1008.The geoid height was determined by GEOID03.
 CA1008
 CA1008;                    North         East     Units Scale Factor Converg.
 CA1008;SPC TX C     - 3,150,464.715   880,964.472   MT  0.99988176   +0 58 34.4
 CA1008;SPC TX C     -10,336,149.65  2,890,297.61   sFT  0.99988176   +0 58 34.4
 CA1008;UTM  14      - 3,430,853.607   553,647.937   MT  0.99963550   +0 17 22.4
 CA1008
 CA1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1008!SPC TX C     -   0.99993483  x   0.99988176  =   0.99981660
 CA1008!UTM  14      -   0.99993483  x   0.99963550  =   0.99957036
 CA1008
 CA1008:                Primary Azimuth Mark                     Grid Az
 CA1008:SPC TX C     -  MATTHEWS                                 083 08 40.6
 CA1008:UTM  14      -  MATTHEWS                                 083 49 52.6
 CA1008
 CA1008|---------------------------------------------------------------------|
 CA1008| PID    Reference Object                     Distance      Geod. Az  |
 CA1008|                                                           dddmmss.s |
 CA1008| CA1006 MATTHEWS                            APPROX.10.4 KM 0840715.0 |
 CA1008| CA1007 VANN                                 21.624 METERS 15130     |
 CA1008|---------------------------------------------------------------------|
 CA1008
 CA1008                          SUPERSEDED SURVEY CONTROL
 CA1008
 CA1008  NAD 83(1986)-  31 00 36.26663(N)    098 26 16.73873(W) AD(       ) 1
 CA1008  NAD 27      -  31 00 35.64702(N)    098 26 15.61571(W) AD(       ) 1
 CA1008  NGVD 29 (07/19/86)  439.5    (m)         1442.     (f) VERT ANG       
 CA1008
 CA1008.Superseded values are not recommended for survey control.
 CA1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1008.See file dsdata.txt to determine how the superseded data were derived.
 CA1008
 CA1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV5364830854(NAD 83)
 CA1008_MARKER: DS = TRIANGULATION STATION DISK
 CA1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1008+STABILITY: SURFACE MOTION
 CA1008
 CA1008  HISTORY     - Date     Condition        Report By
 CA1008  HISTORY     - 1967     MONUMENTED       CGS
 CA1008
 CA1008                          STATION DESCRIPTION
 CA1008
 CA1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1008'THE STATION IS LOCATED ABOUT 16 MILES WEST-SOUTHWEST OF
 CA1008'LAMPASAS, 16 MILES EAST-NORTHEAST OF CHEROKEE, 7 MILES SOUTHEAST
 CA1008'OF BEND, AND 2-1/2 MILES WEST OF THE VANN RANCH HOUSE.  IT IS
 CA1008'ON A HIGH WOODED KNOLL.
 CA1008'
 CA1008'THE STATION MARK IS A STANDARD STATION MARK DISK STAMPED VANN
 CA1008'RM A 1967 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 CA1008'CONCRETE MONUMENT PROJECTING 12 INCHES ABOVE GROUND.  IT IS 110
 CA1008'FEET SOUTH OF THE CENTER OF A TRACK ROAD, 99.3 FEET NORTH OF A
 CA1008'12-INCH LIVE OAK TREE WITH METAL WITNESS SIGN, AND 37 FEET
 CA1008'WEST-SOUTHWEST OF A 10-INCH LIVE OAK TREE WITH METAL WITNESS
 CA1008'SIGN.  AN UNDERGROUND MARK WAS SET.
 CA1008'
 CA1008'TO REACH THE STATION FROM THE POST OFFICE IN LAMPASAS, GO WEST
 CA1008'ON SECOND STREET FOR 0.2 MILE TO JUNCTION WITH U.S. HIGHWAY
 CA1008'190.  TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 190 FOR 0.1 MILE
 CA1008'TO JUNCTION U.S. HIGHWAY 190 AND FARM ROAD 580.  TURN RIGHT AND
 CA1008'GO WEST ON FARM ROAD 580 FOR 0.5 MILE TO JUNCTION WITH FARM ROAD
 CA1008'1478.  TURN LEFT ON FARM ROAD 1478 AND GO SOUTH AND WESTERLY
 CA1008'FOR 3.6 MILES TO END OF PAVEMENT.  CONTINUE WEST ON GRAVELED
 CA1008'ROAD FOR 6.55 MILES TO A SIDE ROAD RIGHT AND SIGN VANN.  TURN
 CA1008'RIGHT AND GO NORTH AND EASTERLY ON GRAVELED ROAD FOR 1.95
 CA1008'MILES TO A SIDE ROAD LEFT AND A CATTLE GUARD.  TURN LEFT
 CA1008'CROSSING CATTLE GUARD AND GO WEST FOR 3.6 MILES TO A
 CA1008'CROSSROAD AND A CATTLE GUARD JUST AHEAD.  CONTINUE WEST ON
 CA1008'GRAVELED ROAD FOR 0.5 MILE TO A FORK.  KEEP RIGHT FORK AND
 CA1008'CONTINUE WEST FOR 0.4 MILE TO A FORK.  KEEP RIGHT FORK AND GO
 CA1008'WEST 0.05 MILE TO VANNS RANCH HOUSE ON THE RIGHT.  CONTINUE WEST
 CA1008'PASSING TO THE SOUTH OF A RED PAINTED BUILDING AND
 CA1008'THROUGH TWO GATES FOR 0.75 MILE TO A FORK.  KEEP LEFT
 CA1008'FORK AND GO WEST ON TRACK ROAD FOR 0.1 MILE TO A FORK.  KEEP
 CA1008'LEFT FORK AND CONTINUE WEST FOR 0.6 MILE ON TRACK ROAD TO A
 CA1008'NARROW CATTLE GUARD.  CONTINUE WEST ON TRACK ROAD FOR
 CA1008'1.15 MILES TO A METAL GATE AND A METAL BUILDING ON THE RIGHT.  PASS
 CA1008'THROUGH GATE AND GO WEST 0.2 MILE TO STATION VANN ON THE LEFT.
 CA1008'VANN RM A IS 70.944 FEET NORTHWEST OF STATION VANN.
 CA1008'
 CA1008'TRAVERSE CONNECTION TO STATION VANN 1967 MEASURED 70.944 FEET
 CA1008'OR 21.6238 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2778 ***********************************************************************
 BY2778  DESIGNATION -  VANNOY
 BY2778  PID         -  BY2778
 BY2778  STATE/COUNTY-  TX/ANDERSON
 BY2778  USGS QUAD   -  CAYUGA (1982)
 BY2778
 BY2778                         *CURRENT SURVEY CONTROL
 BY2778  ___________________________________________________________________
 BY2778* NAD 83(1993)-  31 56 49.89034(N)    095 55 11.81696(W)     ADJUSTED  
 BY2778* NAVD 88     -       139.12   (+/-2cm)     456.4    (feet)  VERTCON   
 BY2778  ___________________________________________________________________
 BY2778  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BY2778  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BY2778
 BY2778  HORZ ORDER  -  FIRST
 BY2778  VERT ORDER  -  THIRD ? (See Below)
 BY2778
 BY2778.The horizontal coordinates were established by classical geodetic methods
 BY2778.and adjusted by the National Geodetic Survey in February 1996..
 BY2778
 BY2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2778.The vertical order pertains to the NGVD 29 superseded value.
 BY2778
 BY2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2778
 BY2778.The geoid height was determined by GEOID03.
 BY2778
 BY2778;                    North         East     Units Scale Factor Converg.
 BY2778;SPC TX C     - 3,261,097.838 1,117,171.342   MT  1.00001778   +2 16 23.3
 BY2778;SPC TX C     -10,699,118.49  3,665,252.98   sFT  1.00001778   +2 16 23.3
 BY2778;SPC TXNC     - 2,034,104.406   843,926.060   MT  1.00005675   +1 24 25.7
 BY2778;SPC TXNC     - 6,673,557.54  2,768,780.75   sFT  1.00005675   +1 24 25.7
 BY2778;UTM  15      - 3,538,305.869   223,984.271   MT  1.00053967   -1 32 45.7
 BY2778;UTM  14      - 3,538,725.728   791,156.047   MT  1.00064561   +1 37 51.3
 BY2778
 BY2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2778!SPC TX C     -   0.99998219  x   1.00001778  =   0.99999997
 BY2778!SPC TXNC     -   0.99998219  x   1.00005675  =   1.00003894
 BY2778!UTM  15      -   0.99998219  x   1.00053967  =   1.00052185
 BY2778!UTM  14      -   0.99998219  x   1.00064561  =   1.00062779
 BY2778
 BY2778:                Primary Azimuth Mark                     Grid Az
 BY2778:SPC TX C     -  VANNOY AZ MK                             228 30 54.3
 BY2778:SPC TXNC     -  VANNOY AZ MK                             229 22 51.9
 BY2778:UTM  15      -  VANNOY AZ MK                             232 20 03.3
 BY2778:UTM  14      -  VANNOY AZ MK                             229 09 26.3
 BY2778
 BY2778|---------------------------------------------------------------------|
 BY2778| PID    Reference Object                     Distance      Geod. Az  |
 BY2778|                                                           dddmmss.s |
 BY2778| CV8540 VANNOY AZ MK                                       2304717.6 |
 BY2778| CV8541 VANNOY RM 1                         147.334 METERS 27315     |
 BY2778| BZ1366 CAYUGA LONE STAR GAS CO WTR TK      APPROX. 8.4 KM 2804258.4 |
 BY2778| CV8542 VANNOY RM 2                          96.262 METERS 32922     |
 BY2778|---------------------------------------------------------------------|
 BY2778
 BY2778                          SUPERSEDED SURVEY CONTROL
 BY2778
 BY2778  NAD 83(1986)-  31 56 49.89932(N)    095 55 11.79986(W) AD(       ) 1
 BY2778  NAD 27      -  31 56 49.31300(N)    095 55 10.93300(W) AD(       ) 1
 BY2778  NGVD 29 (07/19/86)  139.11   (m)          456.4    (f) LEVELING    3  
 BY2778
 BY2778.Superseded values are not recommended for survey control.
 BY2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2778.See file dsdata.txt to determine how the superseded data were derived.
 BY2778
 BY2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR2398438306(NAD 83)
 BY2778_MARKER: DS = TRIANGULATION STATION DISK
 BY2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2778
 BY2778  HISTORY     - Date     Condition        Report By
 BY2778  HISTORY     - 1935     MONUMENTED       CGS
 BY2778  HISTORY     - 1946     GOOD             CGS
 BY2778
 BY2778                          STATION DESCRIPTION
 BY2778
 BY2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY2778'STATION IS ABOUT 9 MILES NW OF TENNESSEE COLONY AND ABOUT 2
 BY2778'MILES N OF BETHEL, ON LAND OCCUPIED BY E.D. VANNOY.  MARK IS
 BY2778'SET ABOUT 250 YARDS NW OF MR. VANNOYS HOUSE IN AN OPEN FIELD,
 BY2778'25 FEET N OF FIELD ROAD, 53 FEET E OF WELL, 270 FEET S OF
 BY2778'FENCE AT N EDGE OF FIELD AND S EDGE OF WOODS.  MARK IS FLUSH.
 BY2778'
 BY2778'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BY2778'BRONZE DISKS SET IN CONCRETE.
 BY2778'
 BY2778'REFERENCE MARK NO. 1 IS W OF THE STATION, 1 FOOT E OF THE
 BY2778'FENCE LINE AT THE W EDGE OF THE FIELD, 18 FEET E OF THE CENTER
 BY2778'LINE OF THE N-AND-S ROAD, AND PROJECTS 2 INCHES.
 BY2778'
 BY2778'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT S OF THE FENCE
 BY2778'LINE AT THE N EDGE OF THE FIELD, AND PROJECTS 2 INCHES.
 BY2778'
 BY2778'AZIMUTH MARK IS SW OF THE STATION, 1 FOOT NE OF THE SW FENCE
 BY2778'CORNER OF THE FIELD, 31 FEET NE OF THE ROAD INTERSECTION, 19
 BY2778'FEET E OF THE CENTER LINE OF THE N-AND -S ROAD, 20 FEET N OF
 BY2778'THE CENTER LINE OF THE E-W ROAD.  MARK IS FLUSH.
 BY2778'
 BY2778'TO REACH STATION FROM PALESTINE--GO NW ON STATE HIGHWAY 22 TO
 BY2778'TENNESSEE COLONY, THENCE CONTINUE ON STATE HIGHWAY 22 FOR 7.85
 BY2778'MILES TO BETHEL (STORE AND COTTON GIN) TURN RIGHT, (N) ON
 BY2778'DIRT ROAD FOR 1.8 MILES TO CROSS ROAD, TURN RIGHT, (E) FOR
 BY2778'0.2 MILE TO MR. VANNOYS HOUSE ON LEFT, TURN INTO FARMYARD AND
 BY2778'PROCEED THROUGH GATE AT NW CORNER OF YARD TO STATION IN FIELD,
 BY2778'APPROXIMATELY 250 YARDS NW OF THE HOUSE.
 BY2778'
 BY2778'A 77-FOOT TOWER WAS USED.
 BY2778'
 BY2778'ALL LIGHTS COME INTO VIEW AT 70 FEET.
 BY2778
 BY2778                          STATION RECOVERY (1946)
 BY2778
 BY2778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BY2778'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 BY2778'IN GOOD CONDITION.  HOWEVER, THE AZIMUTH SETS VERY CLOSE TO
 BY2778'THE TOP EDGE OF THE BANK ALONGSIDE THE GRADED ROAD AND EVENTUALLY
 BY2778'MAY BE DESTROYED.
 BY2778'
 BY2778'A COMPLETE DESCRIPTION FOLLOWS--
 BY2778'
 BY2778'THE STATION IS ABOUT 9 MILES NORTHWEST OF TENNESSEE COLONY AND
 BY2778'ABOUT 2 MILES NORTH OF BETHEL, ON LAND OCCUPIED BY MR. E.D.
 BY2778'VANNOY.  THE MARK IS LOCATED IN A BARREN, SANDY FIELD ABOUT
 BY2778'0.1 MILE WEST-NORTHWEST OF MR. VANNOYS HOUSE.  IT IS 18 FEET
 BY2778'NORTH OF AN EAST-WEST FENCE LINE, 48 FEET EAST OF A WELL AND
 BY2778'3 FEET WEST OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING
 BY2778'2.5 FEET.  IT PROJECTS 4
 BY2778'INCHES AND IS STAMPED VANNOY 1935.
 BY2778'
 BY2778'REFERENCE MARK NO 1 IS IN A NORTH-SOUTH FENCE LINE, 48 FEET SOUTH
 BY2778'OF A T FENCE CORNER AND 12 FEET EAST OF THE CENTER OF AN OILED
 BY2778'ROAD.  IT IS THE SAME ELEVATION AS THE STATION, FLUSH WITH THE
 BY2778'SURFACE OF THE GROUND, AND IS STAMPED
 BY2778'VANNOY NO 1 1935.
 BY2778'
 BY2778'REFERENCE MARK NO 2 IS ABOUT 90 FEET SOUTHEAST OF A FARMHOUSE
 BY2778'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS THE SAME
 BY2778'ELEVATION AS THE STATION, FLUSH WITH THE SURFACE OF THE GROUND,
 BY2778'DESCRIBED BY AND IS STAMPED VANNOY NO 2 1935.
 BY2778'
 BY2778'THE AZIMUTH MARK IS ON THE TOP EDGE OF A BANK ALONGSIDE A
 BY2778'GRADED ROAD, 2 FEET SOUTHWEST OF A FENCE CORNER, 23 FEET
 BY2778'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION AND 4 FEET
 BY2778'SOUTHWEST OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 2.5
 BY2778'FEET.
 BY2778'
 BY2778'TO REACH FROM THE VILLAGE OF BETHEL GO NORTH ON SAND ROAD FOR
 BY2778'1.9 MILES TO A CROSSROADS AND THE AZIMUTH MARK TO THE NORTHEAST AS
 BY2778'DESCRIBED.  HERE, TURN RIGHT, EAST FOR 0.2 MILE TO MR. VANNOYS
 BY2778'HOUSE ON THE LEFT.  PASS THROUGH GATE INTO FARMYARD, GOING
 BY2778'AROUND HOUSE TO THE LEFT AND NORTH TO ANOTHER GATE.  PASS
 BY2778'THROUGH AND GO 0.1 MILE OVER SANDY FIELD TO THE STATION
 BY2778'
 BY2778'A 4 FOOT STAND WILL SEE AN 87 FOOT LIGHT AT STATION WILKERSON 1935
 BY2778'
 BY2778'A 4 FOOT STAND WILL SEE AN 87 FOOT LIGHT AT STATION TENNESSEE
 BY2778'
 BY2778'A 4 FOOT STAND WILL SEE AN 87 FOOT LIGHT AT STATION BEAVER
 BY2778'
 BY2778'A 4 FOOT STAND WILL SEE AN 87 FOOT LIGHT AT STATION BETHEL
 BY2778'
 BY2778'A 4 FOOT STAND WILL SEE A 100 FOOT LIGHT AT STATION COOKS
 BY2778'
 BY2778'A 4 FOOT STAND WILL SEE A 100 FOOT LIGHT AT STATIONS GREEN
 BY2778'
 BY2778'A 4 FOOT STAND WILL SEE A 47 FOOT LIGHT AT STATION PILOT 2 1935
 BY2778'
 BY2778'A 37 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT STATION JOHNSON 1935
 BY2778'
 BY2778'A 37 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION YOUNG.
 BY2778'
 BY2778'A 37 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION CAYUGA
 BY2778'
 BY2778'A 37 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION HOUSE
 BY2778'
 BY2778'A 37 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION LAMBRIGHT
 BY2778'
 BY2778'A 37 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION BRADFORD
 BY2778'
 BY2778'A 64 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT STATION WILDCAT
 BY2778'
 BY2778'A 64 FOOT TOWER WILL SEE A 113 FOOT LIGHT AT STATION CROSS
 BY2778'
 BY2778'A 64 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT STATION COON 1935
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1252 ***********************************************************************
 BZ1252  DESIGNATION -  VAUGHAN
 BZ1252  PID         -  BZ1252
 BZ1252  STATE/COUNTY-  TX/HILL
 BZ1252  USGS QUAD   -  PEORIA (1976)
 BZ1252
 BZ1252                         *CURRENT SURVEY CONTROL
 BZ1252  ___________________________________________________________________
 BZ1252* NAD 83(1993)-  31 54 56.15019(N)    097 10 21.34419(W)     ADJUSTED  
 BZ1252* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 BZ1252  ___________________________________________________________________
 BZ1252  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 BZ1252  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BZ1252
 BZ1252  HORZ ORDER  -  SECOND
 BZ1252
 BZ1252.The horizontal coordinates were established by classical geodetic methods
 BZ1252.and adjusted by the National Geodetic Survey in February 1996..
 BZ1252
 BZ1252.The orthometric height was scaled from a topographic map.
 BZ1252
 BZ1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1252
 BZ1252.The geoid height was determined by GEOID03.
 BZ1252
 BZ1252;                    North         East     Units Scale Factor Converg.
 BZ1252;SPC TXNC     - 2,028,398.540   725,550.500   MT  1.00006742   +0 43 26.3
 BZ1252;SPC TXNC     - 6,654,837.54  2,380,410.27   sFT  1.00006742   +0 43 26.3
 BZ1252;SPC TX C     - 3,253,564.621   998,903.727   MT  1.00000883   +1 37 40.7
 BZ1252;SPC TX C     -10,674,403.26  3,277,236.64   sFT  1.00000883   +1 37 40.7
 BZ1252;UTM  14      - 3,532,537.312   672,779.062   MT  0.99996818   +0 57 58.8
 BZ1252
 BZ1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1252!SPC TXNC     -   0.99997490  x   1.00006742  =   1.00004232
 BZ1252!SPC TX C     -   0.99997490  x   1.00000883  =   0.99998373
 BZ1252!UTM  14      -   0.99997490  x   0.99996818  =   0.99994308
 BZ1252
 BZ1252|---------------------------------------------------------------------|
 BZ1252| PID    Reference Object                     Distance      Geod. Az  |
 BZ1252|                                                           dddmmss.s |
 BZ1252| CV5694 VAUGHAN RM 1                         44.516 METERS 01035     |
 BZ1252| CV5693 VAUGHAN AZ MK                                      0622111.4 |
 BZ1252| CV5695 VAUGHAN RM 2                         20.982 METERS 27108     |
 BZ1252|---------------------------------------------------------------------|
 BZ1252
 BZ1252                          SUPERSEDED SURVEY CONTROL
 BZ1252
 BZ1252  NAD 83(1986)-  31 54 56.15839(N)    097 10 21.32386(W) AD(       ) 2
 BZ1252  NAD 27      -  31 54 55.58900(N)    097 10 20.29800(W) AD(       ) 2
 BZ1252
 BZ1252.Superseded values are not recommended for survey control.
 BZ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1252.See file dsdata.txt to determine how the superseded data were derived.
 BZ1252
 BZ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA7277932537(NAD 83)
 BZ1252_MARKER: DS = TRIANGULATION STATION DISK
 BZ1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1252
 BZ1252  HISTORY     - Date     Condition        Report By
 BZ1252  HISTORY     - 1948     MONUMENTED       CGS
 BZ1252  HISTORY     - 1971     MARK NOT FOUND   USE
 BZ1252  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ1252  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1252
 BZ1252                          STATION DESCRIPTION
 BZ1252
 BZ1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1252'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF HILLSBORO,
 BZ1252'IN THE SMALL VILLAGE OF VAUGHAN, ON THE GROUNDS OF THE VAUGHAN
 BZ1252'PUBLIC SCHOOL.  IT IS ABOUT 50 PACES SOUTH OF THE SOUTHEAST
 BZ1252'CORNER OF THE SCHOOL, 69 FEET NORTH OF THE OF THE CENTER LINE OF
 BZ1252'THE ROAD, AND 44 FEET NORTH OF THE FENCE LINE.  THE DISK IS
 BZ1252'STAMPED VAUGHAN 1948 AND IS SET FLUSH WITH THE GROUND.
 BZ1252'(NOTE--THE CENTER LINE OF THE ROAD AND THE FENCE LINE WILL
 BZ1252'PROBABLY BE CHANGED.  THE COUNTY INTENDS TO WIDEN THE
 BZ1252'ROAD IN THE NEAR FUTURE.)
 BZ1252'
 BZ1252'REFERENCE MARK NO. 1 IS 146.05 FEET NORTHEAST OF THE STATION, AND
 BZ1252'2 FEET SOUTHWEST OF A T-FENCE CORNER.  THE DISK IS STAMPED
 BZ1252'VAUGHAN NO 1 1948 AND IS SET FLUSH WITH THE GROUND.
 BZ1252'
 BZ1252'REFERENCE MARK NO. 2 IS 68.84 FEET WEST-NORTHWEST OF THE STATION,
 BZ1252'28 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE
 BZ1252'SCHOOL, AND 2 FEET NORTH OF A POWER POLE.  THE DISK IS STAMPED
 BZ1252'VAUGHAN NO 2 1948 AND IS SET FLUSH WITH THE GROUND.
 BZ1252'
 BZ1252'THE AZIMUTH MARK IS APPROXIMATELY 0.65 MILE EAST-NORTHEAST
 BZ1252'OF THE STATION, 22 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 BZ1252'37 FEET SOUTHWEST OF A Y FORMED BY THE JUNCTION OF 2 ROADS,
 BZ1252'1.8 FEET NORTHWEST OF TELEPHONE POLE, AND 1.8 FEET SOUTH OF A
 BZ1252'WITNESS POST.  THE DISK IS STAMPED VAUGHAN 1948 AND PROJECTS
 BZ1252'4 INCHES.
 BZ1252'
 BZ1252'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT HOUSE
 BZ1252'IN HILLSBORO, GO SOUTH ON U.S. HIGHWAY 81 FOR 3.95 MILES TO A
 BZ1252'SIDE ROAD RIGHT.  TURN RIGHT AND GO 4.35 MILES TO THE AZIMUTH
 BZ1252'MARK AS DESCRIBED.  CONTINUE WEST FOR 0.65 MILE TO THE SCHOOL
 BZ1252'ON THE RIGHT AND THE STATION AS DESCRIBED.
 BZ1252'
 BZ1252'A 47 FOOT SIGNAL AT AQUILLA 1944 IS VISIBLE AT 20 FEET.
 BZ1252'
 BZ1252'A 74 FOOT SIGNAL AT WHITEROCK 1944 IS VISIBLE AT 37 FEET.
 BZ1252'
 BZ1252'A 100 FOOT SIGNAL AT PEORIA IS VISIBLE AT 37 FEET.
 BZ1252'
 BZ1252'A 74 FOOT SIGNAL AT JACKS IS VISIBLE AT 37 FEET.
 BZ1252'
 BZ1252'AN 87 FOOT SIGNAL AT HILLSBORO IS VISIBLE AT 64 FEET.
 BZ1252'
 BZ1252'A 74 FOOT SIGNAL AT CHAT IS VISIBLE AT 37 FEET.
 BZ1252'
 BZ1252'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 BZ1252
 BZ1252                          STATION RECOVERY (1971)
 BZ1252
 BZ1252'RECOVERY NOTE BY US ENGINEERS 1971 (MEN)
 BZ1252'VAUGHAN-UNABLE TO LOCATE OLD PUBLIC SCHOOL TORN DOWN IN AREA.
 BZ1252'SEARCHED FOR MON BUT UNABLE TO LOCATE.  GROUND AROUND
 BZ1252'MON AREA TORN UP.
 BZ1252'
 BZ1252'DID NOT LOOK FOR AZIMUTH.
 BZ1252
 BZ1252                          STATION RECOVERY (1999)
 BZ1252
 BZ1252'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1252'MARK NOT FOUND.
 BZ1252
 BZ1252                          STATION RECOVERY (2003)
 BZ1252
 BZ1252'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3209 ***********************************************************************
 AB3209  PACS        -  This is a Primary Airport Control Station.
 AB3209  DESIGNATION -  VCT G
 AB3209  PID         -  AB3209
 AB3209  STATE/COUNTY-  TX/VICTORIA
 AB3209  USGS QUAD   -  VICTORIA EAST (1995)
 AB3209
 AB3209                         *CURRENT SURVEY CONTROL
 AB3209  ___________________________________________________________________
 AB3209* NAD 83(1993)-  28 50 37.13102(N)    096 54 53.62900(W)     ADJUSTED  
 AB3209* NAVD 88     -        30.82   (meters)     101.1    (feet)  GPS OBS   
 AB3209  ___________________________________________________________________
 AB3209  X           -    -673,154.882 (meters)                     COMP
 AB3209  Y           -  -5,550,551.655 (meters)                     COMP
 AB3209  Z           -   3,058,734.852 (meters)                     COMP
 AB3209  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AB3209  ELLIP HEIGHT-           3.31  (meters)          (10/24/00) GPS OBS
 AB3209  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AB3209
 AB3209  HORZ ORDER  -  B
 AB3209  ELLP ORDER  -  FOURTH    CLASS II
 AB3209
 AB3209.This mark is at Victoria Reg (VCT) Airport (VCT)
 AB3209
 AB3209.The horizontal coordinates were established by GPS observations
 AB3209.and adjusted by the National Geodetic Survey in February 1996..
 AB3209
 AB3209.The orthometric height was determined by GPS observations and a
 AB3209.high-resolution geoid model.
 AB3209
 AB3209.GPS derived orthometric heights for airport stations designated as
 AB3209.PACS or SACS are published to 2 decimal places.  This maintains
 AB3209.centimeter relative accuracy between the PACS and SACS.  It does
 AB3209.not indicate centimeter accuracy relative to other marks which are
 AB3209.part of the NAVD 88 network.
 AB3209
 AB3209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3209
 AB3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3209
 AB3209.The ellipsoidal height was determined by GPS observations
 AB3209.and is referenced to NAD 83.
 AB3209
 AB3209.The geoid height was determined by GEOID03.
 AB3209
 AB3209;                    North         East     Units Scale Factor Converg.
 AB3209;SPC TXSC     - 4,113,784.554   803,443.976   MT  0.99989974   +1 01 17.5
 AB3209;SPC TXSC     -13,496,641.49  2,635,965.78   sFT  0.99989974   +1 01 17.5
 AB3209;UTM  14      - 3,192,449.432   703,417.940   MT  1.00011066   +1 00 22.5
 AB3209
 AB3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3209!SPC TXSC     -   0.99999948  x   0.99989974  =   0.99989922
 AB3209!UTM  14      -   0.99999948  x   1.00011066  =   1.00011014
 AB3209
 AB3209                          SUPERSEDED SURVEY CONTROL
 AB3209
 AB3209  ELLIP H (02/20/96)    3.46   (m)                       GP(       ) 3 2
 AB3209
 AB3209.Superseded values are not recommended for survey control.
 AB3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3209.See file dsdata.txt to determine how the superseded data were derived.
 AB3209
 AB3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0341892449(NAD 83)
 AB3209_MARKER: I = METAL ROD
 AB3209_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB3209_STAMPING: VCT G 1995
 AB3209_MARK LOGO: NGS   
 AB3209_PROJECTION: FLUSH
 AB3209_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3209+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2001
 AB3209_ROD/PIPE-DEPTH: 5.5  meters
 AB3209_SLEEVE-DEPTH  : 1.0 meters
 AB3209
 AB3209  HISTORY     - Date     Condition        Report By
 AB3209  HISTORY     - 1995     MONUMENTED       NGS
 AB3209  HISTORY     - 19970303 GOOD             NGS
 AB3209  HISTORY     - 19990928 GOOD             JCLS
 AB3209  HISTORY     - 20010309 GOOD             INDIV
 AB3209
 AB3209                          STATION DESCRIPTION
 AB3209
 AB3209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB3209'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF VICTORIA AT
 AB3209'THE VICTORIA REGIONAL AIRPORT, NEAR THE SOUTH END OF THE AIRFIELD
 AB3209'SOUTHWEST OF RUNWAY 30L.  FOR ACCESS CONTACT DAVE ROUSH, AIRPORT
 AB3209'MANAGER VICTORIA REGIONAL AIRPORT, RT 6, VICTORIA, TX 77904.  PHONE
 AB3209'(512) 578-2704.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB3209'HIGHWAY 59 AND LOOP 463 AT THE NORTH EDGE OF VICTORIA, PROCEED
 AB3209'NORTHERLY ON U.S.  HIGHWAY 59 FOR 1.25 MI (2.01 KM) TO THE ENTRANCE OF
 AB3209'THE AIRPORT ON THE LEFT.  TURN LEFT, NORTHWESTERLY FOLLOWING AIRLINE
 AB3209'ROAD TO THE TERMINAL ON THE LEFT AND VICTORIA AIRLINES HANGAR ON THE
 AB3209'RIGHT.  TURN RIGHT, SOUTHEASTERLY FOR 0.15 MI (0.24 KM) TO A PAVED
 AB3209'ROAD ON THE LEFT, TURN LEFT, NORTHEASTERLY FOR 0.1 MI (0.2 KM) TO A
 AB3209'GATE.  PASS THRU GATE AND PROCEED SOUTHEASTERLY ACROSS THE RAMP TO THE
 AB3209'JUNCTION OF TAXIWAY E AND THE STATION ON THE LEFT IN THE GRASS MEDIAN
 AB3209'BETWEEN THE RAMP AND RUNWAY 12R-30L.  THE STATION IS LOCATED 179.8 FT
 AB3209'(54.8 M) NORTHWEST OF THE SECOND TAXIWAY LIGHT (LIGHT NUMBER 356) EAST
 AB3209'OF THE INTERSECTION OF THE RAMP AND TAXIWAY E, 158.4 FT (48.3 M) NORTH
 AB3209'OF THE CENTER OF A CIRCULAR METAL DRAIN IN A 3 FT (0.9 M) X 3 FT (0.9
 AB3209'M) CONCRETE FOUNDATION AND 152.9 FT (46.6 M) NORTHEAST OF THE NORTHERN
 AB3209'EDGE OF THE RAMP AND SET ON THE HIGHEST GROUND.  THIS IS A PAC
 AB3209'STATION.
 AB3209
 AB3209                          STATION RECOVERY (1997)
 AB3209
 AB3209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAL)
 AB3209'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF VICTORIA AT
 AB3209'THE VICTORIA REGIONAL AIRPORT, NEAR THE SOUTH END OF THE AIRFIELD
 AB3209'SOUTHWEST OF RUNWAY 30L.  FOR ACCESS CONTACT PAT ROADES, AIRPORT
 AB3209'MANAGER VICTORIA REGIONAL AIRPORT, RT 6, VICTORIA, TX 77904.  PHONE
 AB3209'(512) 578-2704.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB3209'HIGHWAY 59 AND LOOP 463 AT THE NORTH EDGE OF VICTORIA, PROCEED
 AB3209'NORTHERLY ON U.S.  HIGHWAY 59 FOR 1.25 MI (2.01 KM) TO THE ENTRANCE OF
 AB3209'THE AIRPORT ON THE LEFT.  TURN LEFT, NORTHWESTERLY FOLLOWING AIRLINE
 AB3209'ROAD TO THE TERMINAL ON THE LEFT AND VICTORIA AIRLINES HANGAR ON THE
 AB3209'RIGHT.  TURN RIGHT, SOUTHEASTERLY FOR 0.15 MI (0.24 KM) TO A PAVED
 AB3209'ROAD ON THE LEFT, TURN LEFT, NORTHEASTERLY FOR 0.1 MI (0.2 KM) TO A
 AB3209'GATE.  PASS THRU GATE AND PROCEED SOUTHEASTERLY ACROSS THE RAMP TO THE
 AB3209'JUNCTION OF TAXIWAY E AND THE STATION ON THE LEFT IN THE GRASS MEDIAN
 AB3209'BETWEEN THE RAMP AND RUNWAY 12R-30L.  THE STATION IS LOCATED 179.8 FT
 AB3209'(54.8 M) NORTHWEST OF THE SECOND TAXIWAY LIGHT (LIGHT NUMBER 356) EAST
 AB3209'OF THE INTERSECTION OF THE RAMP AND TAXIWAY E, 158.4 FT (48.3 M) NORTH
 AB3209'OF THE CENTER OF A CIRCULAR METAL DRAIN IN A 3 FT (0.9 M) X 3 FT (0.9
 AB3209'M) CONCRETE FOUNDATION AND 152.9 FT (46.6 M) NORTHEAST OF THE NORTHERN
 AB3209'EDGE OF THE RAMP AND SET ON THE HIGHEST GROUND.  THIS IS THE PRIMARY
 AB3209'AIRPORT CONTROL STATION (PACS) .
 AB3209
 AB3209                          STATION RECOVERY (1999)
 AB3209
 AB3209'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 AB3209'RECOVERED IN GOOD CONDITION.
 AB3209
 AB3209                          STATION RECOVERY (2001)
 AB3209
 AB3209'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MN)
 AB3209'CONTACT PAT ROADES AIRPORT MANAGER (361)578-2704. FIRST PART OF
 AB3209'DESCRIPTION ADEQUATE. 0.4 MILES NORTHERLY ON FOSTER FIELD DRIVE TO
 AB3209'INTERSECTION WITH AVAITION DRIVE. TURN RIGHT GO APPROX. 0.1 MILES TO
 AB3209'S. HANGER DRIVE. TURN RIGHT GO APPROX. 300 FEET TO PAVED ROAD ON LEFT
 AB3209'LEADING TO GATE. REST OF DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1071 ***********************************************************************
 CD1071  DESIGNATION -  VEAL
 CD1071  PID         -  CD1071
 CD1071  STATE/COUNTY-  TX/HUDSPETH
 CD1071  USGS QUAD   -  CAVETT LAKE (1972)
 CD1071
 CD1071                         *CURRENT SURVEY CONTROL
 CD1071  ___________________________________________________________________
 CD1071* NAD 83(1993)-  31 29 05.44556(N)    105 46 03.17153(W)     ADJUSTED  
 CD1071* NAVD 88     -      1439.     (meters)    4721.     (feet)  SCALED    
 CD1071  ___________________________________________________________________
 CD1071  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 CD1071  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CD1071
 CD1071  HORZ ORDER  -  SECOND
 CD1071
 CD1071.The horizontal coordinates were established by classical geodetic methods
 CD1071.and adjusted by the National Geodetic Survey in February 1996..
 CD1071
 CD1071.The orthometric height was scaled from a topographic map.
 CD1071
 CD1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1071
 CD1071.The geoid height was determined by GEOID03.
 CD1071
 CD1071;                    North         East     Units Scale Factor Converg.
 CD1071;SPC TX C     - 3,214,165.905   183,901.841   MT  0.99991723   -2 47 56.2
 CD1071;SPC TX C     -10,545,142.64    603,351.29   sFT  0.99991723   -2 47 56.2
 CD1071;UTM  13      - 3,483,592.112   427,097.607   MT  0.99966555   -0 24 03.2
 CD1071
 CD1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1071!SPC TX C     -   0.99977783  x   0.99991723  =   0.99969508
 CD1071!UTM  13      -   0.99977783  x   0.99966555  =   0.99944346
 CD1071
 CD1071|---------------------------------------------------------------------|
 CD1071| PID    Reference Object                     Distance      Geod. Az  |
 CD1071|                                                           dddmmss.s |
 CD1071| CH9829 VEAL RM 1                            24.442 METERS 03820     |
 CD1071| CH9830 VEAL RM 2                            17.443 METERS 10257     |
 CD1071| CH9828 VEAL AZ MK                                         1663238.4 |
 CD1071|---------------------------------------------------------------------|
 CD1071
 CD1071                          SUPERSEDED SURVEY CONTROL
 CD1071
 CD1071  NAD 83(1986)-  31 29 05.45739(N)    105 46 03.16418(W) AD(       ) 2
 CD1071  NAD 27      -  31 29 05.02200(N)    105 46 01.28400(W) AD(       ) 2
 CD1071
 CD1071.Superseded values are not recommended for survey control.
 CD1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1071.See file dsdata.txt to determine how the superseded data were derived.
 CD1071
 CD1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ2709883592(NAD 83)
 CD1071_MARKER: DS = TRIANGULATION STATION DISK
 CD1071_SETTING: 66 = SET IN ROCK OUTCROP
 CD1071
 CD1071  HISTORY     - Date     Condition        Report By
 CD1071  HISTORY     - 1936     MONUMENTED       CGS
 CD1071
 CD1071                          STATION DESCRIPTION
 CD1071
 CD1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1071'STATION IS ABOUT 24.0 MILES N OF MC NARY BY ROADS.  IT IS ON THE
 CD1071'S POINT OF A MESA ABOUT 1.2 MILES N OF OLD BOYD RANCH HOUSE.
 CD1071'IT IS ABOUT 60 FEET W OF THE RIM OF THE CAPROCK AT THE E SIDE OF
 CD1071'THE POINT OF THE MESA.  THE MARK IS FLUSH WITH THE GROUND.
 CD1071'
 CD1071'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CD1071'DRILL HOLES IN OUTCROPPING BEDROCK.
 CD1071'
 CD1071'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, IN THE
 CD1071'TOP OF A TILE.
 CD1071'
 CD1071'REFERENCE MARK NO. 1 IS 10 FEET NW OF RIM OF CAPROCK.  THE MARK
 CD1071'IS FLUSH.
 CD1071'
 CD1071'REFERENCE MARK NO. 2 IS 6 FEET NW OF RIM OF CAPROCK.  IT IS
 CD1071'FLUSH.
 CD1071'
 CD1071'THE AZIMUTH MARK IS 0.1 MILE N OF ROAD FORKS, AND 7 FEET W
 CD1071'OF CENTER LINE OF ROAD.  THE PIPE MARKER PROJECTS 6 INCHES AND THE
 CD1071'BIG END OF THE TILE IS UP.
 CD1071'
 CD1071'TO REACH STATION FOLLOW U.S. HIGHWAY 80 TO MC NARY, TURN LEFT
 CD1071'(NORTHWARD) ACROSS THE RAILROAD AT THE W SIDE OF A CONCRETE GIN
 CD1071'AND FOLLOW MAIN-TRAVELED ROAD 8.4 MILES TO AN OIL WELL WITH STEEL
 CD1071'DERRICK STANDING, CONTINUE N PAST OIL RIG AND GO 2.8 MILES TO
 CD1071'FORKS, TAKE RIGHT FORK AND GO 0.2 MILE, CROSS SMALL DIRT DAM AND
 CD1071'CONTINUE 0.2 MILE TO GATE, PASS THROUGH RIGHT-HAND GATE AND GO
 CD1071'1.1 MILES TO FORKS, TAKE RIGHT FORK AND GO 0.1 MILE TO A RANCH
 CD1071'HOUSE, TURN RIGHT (EASTWARD) AT SOUTH SIDE OF RANCH HOUSE AND
 CD1071'GO 0.5 MILE TO FORKS, TAKE RIGHT FORK (MAIN) AND GO 0.1 MILE TO
 CD1071'GATE, PASS THROUGH GATE AND CONTINUE 4.9 MILES TO FORKS,
 CD1071'TAKE LEFT FORK (MAIN BEARS RIGHT) AND GO 0.8 MILE TO FORKS,
 CD1071'TAKE RIGHT FORK AND GO 1.3 MILES TO GATE, PASS THROUGH
 CD1071'GATE AND CONTINUE 0.6 MILE TO OLD BOYD RANCH HOUSE AND
 CD1071'WELL, CONTINUE NORTHWARD ON E SIDE OF BUILDINGS FOR 0.3
 CD1071'MILE TO GATE, PASS THROUGH GATE AND FOLLOW VERY DIM ROAD NW 0.2
 CD1071'MILE TO A PASS BETWEEN THE MAIN MESA AND A SMALL MESA SEPARATED
 CD1071'FROM THE MAIN MESA, HERE LEAVE ROAD, TURN N TOWARD MAIN MESA,
 CD1071'AND GO CROSS COUNTRY 0.4 MILE TO END OF TRUCK TRAVEL AT
 CD1071'FOOT OF RIM, HERE LEAVE TRUCK AND PACK UP THE RIM TO TOP OF
 CD1071'MESA AND STATION.
 CD1071'
 CD1071'TRIANGULATION STATION ACALA CAN BE SEEN FROM THIS STATION.
 CD1071'
 CD1071'OBSERVATIONS TAKEN FROM A 4-FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1142 ***********************************************************************
 CU1142  DESIGNATION -  VEAL
 CU1142  PID         -  CU1142
 CU1142  STATE/COUNTY-  TX/BORDEN
 CU1142  USGS QUAD   -  VEALMOOR (1970)
 CU1142
 CU1142                         *CURRENT SURVEY CONTROL
 CU1142  ___________________________________________________________________
 CU1142* NAD 83(1993)-  32 36 50.18857(N)    101 35 58.08986(W)     ADJUSTED  
 CU1142* NAVD 88     -       768.     (meters)    2520.     (feet)  SCALED    
 CU1142  ___________________________________________________________________
 CU1142  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 CU1142  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CU1142
 CU1142  HORZ ORDER  -  SECOND
 CU1142
 CU1142.The horizontal coordinates were established by classical geodetic methods
 CU1142.and adjusted by the National Geodetic Survey in February 1996..
 CU1142
 CU1142.The orthometric height was scaled from a topographic map.
 CU1142
 CU1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1142
 CU1142.The geoid height was determined by GEOID03.
 CU1142
 CU1142;                    North         East     Units Scale Factor Converg.
 CU1142;SPC TXNC     - 2,109,334.295   309,160.567   MT  0.99990161   -1 41 25.6
 CU1142;SPC TXNC     - 6,920,374.27  1,014,304.29   sFT  0.99990161   -1 41 25.6
 CU1142;UTM  14      - 3,611,473.278   256,081.048   MT  1.00033371   -1 24 06.3
 CU1142
 CU1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1142!SPC TXNC     -   0.99988332  x   0.99990161  =   0.99978494
 CU1142!UTM  14      -   0.99988332  x   1.00033371  =   1.00021699
 CU1142
 CU1142|---------------------------------------------------------------------|
 CU1142| PID    Reference Object                     Distance      Geod. Az  |
 CU1142|                                                           dddmmss.s |
 CU1142| CH9832 VEAL RM 1                            29.523 METERS 07402     |
 CU1142| CH9833 VEAL RM 2                             8.180 METERS 16324     |
 CU1142| CH9831 VEAL AZ MK                                         3452055.3 |
 CU1142|---------------------------------------------------------------------|
 CU1142
 CU1142                          SUPERSEDED SURVEY CONTROL
 CU1142
 CU1142  NAD 83(1986)-  32 36 50.19522(N)    101 35 58.08200(W) AD(       ) 2
 CU1142  NAD 27      -  32 36 49.80230(N)    101 35 56.59875(W) AD(       ) 2
 CU1142
 CU1142.Superseded values are not recommended for survey control.
 CU1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1142.See file dsdata.txt to determine how the superseded data were derived.
 CU1142
 CU1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB5608111473(NAD 83)
 CU1142_MARKER: DS = TRIANGULATION STATION DISK
 CU1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1142
 CU1142  HISTORY     - Date     Condition        Report By
 CU1142  HISTORY     - 1968     MONUMENTED       CGS
 CU1142
 CU1142                          STATION DESCRIPTION
 CU1142
 CU1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1142'DUE TO CREST OF ROAD, NO MEASUREMENT BETWEEN REFERENCE MARKS.
 CU1142'
 CU1142'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF GAIL, 9 MILES
 CU1142'NORTHEAST OF ACKERLY AND 6-1/2 MILES NORTH OF VEALMOOR ON THE
 CU1142'RIGHT-OF-WAY OF VEALMOOR ROAD.
 CU1142'
 CU1142'TO REACH FROM THE BORDEN COUNTY COURTHOUSE IN GAIL, GO WEST ON
 CU1142'U.S. HIGHWAY 180 FOR 12 MILES TO VEALMOOR ROAD LEFT, TURN LEFT
 CU1142'AND GO SOUTH FOR 9 MILES TO CROSSROAD, CONTINUE SOUTH FOR 1.0 MILES
 CU1142'TO AZIMUTH MARK ON LEFT, CONTINUE FOR 0.6 MILE TO STATION ON
 CU1142'RIGHT.
 CU1142'
 CU1142'STATION MARK, A STANDARD DISK STAMPED WEAL 1968, IS SET IN THE
 CU1142'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS 66 FEET
 CU1142'SOUTH OF A TELEPHONE POLE, 47 FEET WEST OF CENTER OF ROAD, 19
 CU1142'FEET SOUTH OF CENTER OF GATE AND 2.5 FEET EAST OF FENCE.
 CU1142'
 CU1142'REFERENCE MARK 1, A STANDARD DISK STAMPED WEAL NO 1 1968, IS SET
 CU1142'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS
 CU1142'50 FEET EAST OF CENTER OF ROAD, 21 FEET SOUTH OF CENTER OF GATE,
 CU1142'2.5 FEET SOUTH OF A TELEPHONE POLE AND 1.5 FEET WEST OF FENCE.
 CU1142'
 CU1142'REFERENCE MARK 2, A STANDARD DISK STAMPED VEAL NO 2 1968, IS SET
 CU1142'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS
 CU1142'47 FEET WEST OF CENTER OF ROAD, 46 FEET SOUTH OF CENTER OF GATE
 CU1142'AND 2.5 FEET EAST OF FENCE.
 CU1142'
 CU1142'AZIMUTH MARK, A STANDARD DISK STAMPED VEAL 1968, IS SET IN THE
 CU1142'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK
 CU1142'IS 48 FEET EAST OF CENTER OF ROAD, 3.0 FEET NORTH OF WITNESS POST,
 CU1142'2.2 FEET SOUTH OF A TELEPHONE POLE AND 1.3 FEET WEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9922 ***********************************************************************
 AF9922  DESIGNATION -  VEAL
 AF9922  PID         -  AF9922
 AF9922  STATE/COUNTY-  TX/HUDSPETH
 AF9922  USGS QUAD   -  CAVETT LAKE (1972)
 AF9922
 AF9922                         *CURRENT SURVEY CONTROL
 AF9922  ___________________________________________________________________
 AF9922* NAD 83(1993)-  31 29 05.44556(N)    105 46 03.17153(W)     ADJUSTED  
 AF9922* NAVD 88     -      1464.     (meters)    4803.     (feet)  SCALED    
 AF9922  ___________________________________________________________________
 AF9922  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 AF9922  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AF9922
 AF9922  HORZ ORDER  -  THIRD
 AF9922
 AF9922.The horizontal coordinates were established by classical geodetic methods
 AF9922.and adjusted by the National Geodetic Survey in July 1998..
 AF9922
 AF9922.The orthometric height was scaled from a topographic map.
 AF9922
 AF9922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9922
 AF9922.The geoid height was determined by GEOID03.
 AF9922
 AF9922;                    North         East     Units Scale Factor Converg.
 AF9922;SPC TX C     - 3,214,165.905   183,901.841   MT  0.99991723   -2 47 56.2
 AF9922;SPC TX C     -10,545,142.64    603,351.29   sFT  0.99991723   -2 47 56.2
 AF9922;UTM  13      - 3,483,592.112   427,097.607   MT  0.99966555   -0 24 03.2
 AF9922
 AF9922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9922!SPC TX C     -   0.99977391  x   0.99991723  =   0.99969116
 AF9922!UTM  13      -   0.99977391  x   0.99966555  =   0.99943953
 AF9922
 AF9922                          SUPERSEDED SURVEY CONTROL
 AF9922
 AF9922.No superseded survey control is available for this station.
 AF9922
 AF9922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ2709883592(NAD 83)
 AF9922_MARKER: DS = TRIANGULATION STATION DISK
 AF9922
 AF9922  HISTORY     - Date     Condition        Report By
 AF9922  HISTORY     - 1936     MONUMENTED       CGS
 AF9922  HISTORY     - 1972     GOOD             USGS
 AF9922
 AF9922                          STATION DESCRIPTION
 AF9922
 AF9922'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AF9922'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31105-1, STATION 1018.
 AF9922'RECOVERED BY USGS IN 1972. AND RESESCRIBED AS FOLLOW
 AF9922'ABOUT 12 MI. NE. OF FORT HANCOCK, 2.0 MI. S. OF THE W. END OF A MILE
 AF9922'LONG SOIL CONSERVATION SERVICE FLOOD CONTROL DAM DESIGNATED --ALAMO
 AF9922'NO. 1--, ABOUT 0.3 MI. NW. OF RD. CROSSING ALAMO ARROYO, ABOUT 1200
 AF9922'FT. NW. OF THE NW. CORNER OF A STOCK POID AT RD. CROSSING OF ALAMO
 AF9922'ARROYO, ABOUT 120 FT. SW. OF A RD. FORK (N. FORK LEADS TO --ALAMO NO.
 AF9922'1-- DAM), 103 FT. S. OF CENTERLINE OF E-W. RD., 6 FT. W. OF CENTERLINE
 AF9922'OF A DIM TRAIL.
 AF9922'STATION MARK--STANDARD USC AND GS AZIMUTH DISK STAMPED---VEAL AZ
 AF9922'1936---, SET IN A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3152 ***********************************************************************
 CS3152  DESIGNATION -  VEALE
 CS3152  PID         -  CS3152
 CS3152  STATE/COUNTY-  TX/PARKER
 CS3152  USGS QUAD   -  SPRINGTOWN (1979)
 CS3152
 CS3152                         *CURRENT SURVEY CONTROL
 CS3152  ___________________________________________________________________
 CS3152* NAD 83(1993)-  32 54 22.34826(N)    097 43 03.55232(W)     ADJUSTED  
 CS3152* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 CS3152  ___________________________________________________________________
 CS3152  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CS3152  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CS3152
 CS3152  HORZ ORDER  -  FIRST
 CS3152
 CS3152.The horizontal coordinates were established by classical geodetic methods
 CS3152.and adjusted by the National Geodetic Survey in February 1996..
 CS3152
 CS3152.The orthometric height was scaled from a topographic map.
 CS3152
 CS3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3152
 CS3152.The geoid height was determined by GEOID03.
 CS3152
 CS3152;                    North         East     Units Scale Factor Converg.
 CS3152;SPC TXNC     - 2,137,724.811   673,180.297   MT  0.99987583   +0 25 36.1
 CS3152;SPC TXNC     - 7,013,518.82  2,208,592.36   sFT  0.99987583   +0 25 36.1
 CS3152;UTM  14      - 3,641,618.351   619,922.194   MT  0.99977732   +0 41 48.3
 CS3152
 CS3152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3152!SPC TXNC     -   0.99994417  x   0.99987583  =   0.99982000
 CS3152!UTM  14      -   0.99994417  x   0.99977732  =   0.99972150
 CS3152
 CS3152|---------------------------------------------------------------------|
 CS3152| PID    Reference Object                     Distance      Geod. Az  |
 CS3152|                                                           dddmmss.s |
 CS3152| CY2570 VEALE RM 1                           23.664 METERS 00335     |
 CS3152| CS3151 LEVY                                APPROX. 1.3 KM 1533816.5 |
 CS3152| CS3175 WEATHERFORD MUNICIPAL TANK          APPROX.18.8 KM 2075052.8 |
 CS3152| CY2571 VEALE RM 2                           22.163 METERS 23618     |
 CS3152|---------------------------------------------------------------------|
 CS3152
 CS3152                          SUPERSEDED SURVEY CONTROL
 CS3152
 CS3152  NAD 83(1993)-  32 54 22.34922(N)    097 43 03.53801(W) AD(       ) 1
 CS3152  NAD 83(1986)-  32 54 22.35136(N)    097 43 03.53656(W) AD(       ) 1
 CS3152  NAD 27      -  32 54 21.89800(N)    097 43 02.43400(W) AD(       ) 1
 CS3152
 CS3152.Superseded values are not recommended for survey control.
 CS3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3152.See file dsdata.txt to determine how the superseded data were derived.
 CS3152
 CS3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1992241618(NAD 83)
 CS3152_MARKER: DD = SURVEY DISK
 CS3152_SETTING: 0 = UNSPECIFIED SETTING
 CS3152
 CS3152  HISTORY     - Date     Condition        Report By
 CS3152  HISTORY     - 1946     MONUMENTED       CGS
 CS3152  HISTORY     - 1951     GOOD             CGS
 CS3152  HISTORY     - 1960     GOOD             CGS
 CS3152  HISTORY     - 1963     GOOD             CGS
 CS3152  HISTORY     - 1968     GOOD             CGS
 CS3152  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS3152
 CS3152                          STATION DESCRIPTION
 CS3152
 CS3152'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3152'STATION IS LOCATED ABOUT 14 MILES NE OF THE CITY OF WEATHERFORD,
 CS3152'3.8 MILES W OF THE VEALE STATION MONUMENT, AND 2 MILES NW OF
 CS3152'THE VEALE STATION-WEATHERFORD ROAD.  IT IS LOCATED ON A PROMINENT
 CS3152'RIDGE OF PASTURE LAND, ABOUT 100 FEET E OF THE E EDGE OF A
 CS3152'GROVE OF TREES, 18 FEET N OF A TRACK ROAD, AND 13 FEET NE OF
 CS3152'A WHITE WOODEN WITNESS POST.
 CS3152'
 CS3152'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CS3152'THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED VEALE 1946
 CS3152'AND PROJECTS 8 INCHES.
 CS3152'
 CS3152'REFERENCE MARK 1 IS 77.64 FEET N OF THE STATION.  IT IS IN
 CS3152'AN OPEN PASTURE LAND AND ON THE SAME ELEVATION AS THE STATION
 CS3152'MARK.  IT IS A BRONZE REFERENCE DISK STAMPED VEALE NO 1 1946 AND
 CS3152'IS SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS 8 INCHES.
 CS3152'
 CS3152'REFERENCE MARK 2 IS 72.72 FEET W OF THE STATION AND 24 FEET
 CS3152'E OF THE E EDGE OF A GROVE OF TREES.  IT IS A BRONZE REFERENCE
 CS3152'DISK, STAMPED VEALE NO 2 1946, AND IS SET IN THE TOP OF A
 CS3152'CONCRETE POST.  THE MARK PROJECTS 6 INCHES.
 CS3152'
 CS3152'THE AZIMUTH MARK IS TRIANGULATION STATION LEVY (U.S.G.S.)
 CS3152'WHICH IS 0.5 MILE S OF THE STATION, ON A BARE RIDGE, IN THE
 CS3152'COLMAN PASTURE, AND 5 FEET N OF A WITNESS POST.  IT IS A
 CS3152'BRONZE AZIMUTH DISK, STAMPED LEVY U.S.G.S. 1884 1946, AND IS
 CS3152'SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS 6 INCHES.
 CS3152'
 CS3152'TO REACH THE STATION FROM THE PARKER COUNTY COURTHOUSE IN
 CS3152'WEATHERFORD, GO N ON THE VEALE STATION-WEATHERFORD ROAD FOR
 CS3152'12.3 MILES TO A BOARD GATE ON THE LEFT, PASS THROUGH GATE AND
 CS3152'GO W ON TRACK ROAD FOR 1.7 MILES TO A FORK JUST BEFORE REACHING
 CS3152'A FARM BUILDING AND TRIANGULATION STATION LEVY U.S.G.S. ABOUT
 CS3152'50 YARDS TO THE W.  CONTINUE ON IN A N DIRECTION ON TRACK ROAD
 CS3152'FOR 0.5 MILE TO A GROVE OF TREES ON RIDGE AND STATION AS
 CS3152'DESCRIBED.
 CS3152'
 CS3152'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 CS3152
 CS3152                          STATION RECOVERY (1951)
 CS3152
 CS3152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3152'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CS3152'AS DESCRIBED.
 CS3152'
 CS3152'STATION IS ABOUT 4 MILES SSW FROM SPRINGTOWN AND 1/4 MILE
 CS3152'E OF THE SPRINGTOWN-WEATHERFORD HIGHWAY NO. 51.  TO REACH
 CS3152'FROM SPRINGTOWN, GO SW ON HIGHWAY 51 FOR 4.7 MILES, TURN LEFT
 CS3152'OFF THE HIGHWAY THROUGH A GATE AND GO E UP THROUGH A PASTURE
 CS3152'0.1 MILE TO AN OLD POLE CORRAL.  PASS TO THE LEFT OF THE CORRAL
 CS3152'AND CONTINUE E TO A GATE AT THE NE SIDE OF THE CORRAL.  PASS
 CS3152'THROUGH THE GATE AND GO E UP ACROSS THE PASTURE TO THE TOP
 CS3152'OF THE HILL AND THE STATION 0.1 MILE E OF THE CORRAL.
 CS3152'
 CS3152'TRIANGULATION STATION LEVY (U.S.G.S.)IS 0.6 MILE S OF THE
 CS3152'CORRAL ALONG THE PASTURE HILLTOPS.
 CS3152
 CS3152                          STATION RECOVERY (1960)
 CS3152
 CS3152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3152'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3152'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS3152'TO STATION SITE ARE CORRECT.
 CS3152
 CS3152                          STATION RECOVERY (1963)
 CS3152
 CS3152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3152'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3152'AND FOUND TO BE IN GOOD CONDITION.  ADDITIONAL NOTES FOR FUTURE
 CS3152'RECOVERY AND THE TO REACH ARE AS FOLLOWS--
 CS3152'
 CS3152'THE STATION IS ABOUT 12 MILES NORTHEAST OF WEATHERFORD,
 CS3152'ABOUT 1/2 MILE EAST OF FARM ROAD 51, ABOUT 100 FEET NORTHEAST
 CS3152'OF THE EDGE OF THE TREE LINE ON HILL, 20 FEET EAST OF A TRACK
 CS3152'ROAD, AND ABOUT 18 FEET NORTHEAST OF A WOODEN WITNESS POST.
 CS3152'REFERENCE MARKS ARE ON THE WEST SIDE OF THE TRACK ROAD,
 CS3152'REFERENCE MARK NO. 2 IS ABOUT 25 FEET NORTHEAST OF A GROUP
 CS3152'OF TREES.  TO REACH THE STATION FROM THE COURTHOUSE IN
 CS3152'WEATHERFORD, GO NORTH ON FARM ROADS 51 AND 920 FOR 1.0 MILE TO
 CS3152'WHERE THE HIGHWAY SEPARATES.  CONTINUE NORTH ON FARM ROAD 51
 CS3152'FOR 4.55 MILES TO A CROSSROAD AT THE NORTH SIDE CONSOLIDATED
 CS3152'SCHOOL ON THE LEFT, TURN RIGHT, NORTHEASTERLY, AND FOLLOW
 CS3152'THE MAIN TRAVELED ROAD FOR 2.5 MILES TO A T-ROAD.  TURN
 CS3152'RIGHT, GO 3.25 MILES TO A SIDE ROAD ON THE RIGHT.  KEEP
 CS3152'STRAIGHT AHEAD FOR 0.05 MILE TO A GATE ON THE LEFT, UNDER A
 CS3152'POWERLINE.  PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD FOR
 CS3152'0.6 MILE TO TRIANGULATION STATION LEVY (USGS) (AZIMUTH MARK).
 CS3152'THENCE CONTINUE NORTHWEST ON A TRACK ROAD FOR 0.2 MILE TO A
 CS3152'BOARD GATE.  PASS THROUGH THE GATE AND CONTINUE
 CS3152'NORTHWESTERLY ON THE TRACK ROAD FOR 0.8 MILE TO STATION ON
 CS3152'THE HIGHEST PART OF RIDGE.
 CS3152
 CS3152                          STATION RECOVERY (1968)
 CS3152
 CS3152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WH)
 CS3152'STATION MARK, REFERENCE MARK NO. 1, NO. 2 AND AZIMUTH MARK WERE ALL
 CS3152'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3152
 CS3152                          STATION RECOVERY (1997)
 CS3152
 CS3152'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1238 ***********************************************************************
 CT1238  DESIGNATION -  VEALE
 CT1238  PID         -  CT1238
 CT1238  STATE/COUNTY-  TX/STEPHENS
 CT1238  USGS QUAD   -  IVAN NORTH (1967)
 CT1238
 CT1238                         *CURRENT SURVEY CONTROL
 CT1238  ___________________________________________________________________
 CT1238* NAD 83(1993)-  32 53 50.23030(N)    098 38 32.64292(W)     ADJUSTED  
 CT1238* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 CT1238  ___________________________________________________________________
 CT1238  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CT1238  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CT1238
 CT1238  HORZ ORDER  -  THIRD
 CT1238
 CT1238.The horizontal coordinates were established by classical geodetic methods
 CT1238.and adjusted by the National Geodetic Survey in February 1996..
 CT1238
 CT1238.The orthometric height was scaled from a topographic map.
 CT1238
 CT1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1238
 CT1238.The geoid height was determined by GEOID03.
 CT1238
 CT1238;                    North         East     Units Scale Factor Converg.
 CT1238;SPC TXNC     - 2,136,472.035   586,678.441   MT  0.99987623   -0 04 39.6
 CT1238;SPC TXNC     - 7,009,408.67  1,924,794.19   sFT  0.99987623   -0 04 39.6
 CT1238;UTM  14      - 3,639,956.861   533,444.169   MT  0.99961379   +0 11 39.2
 CT1238
 CT1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1238!SPC TXNC     -   0.99994792  x   0.99987623  =   0.99982416
 CT1238!UTM  14      -   0.99994792  x   0.99961379  =   0.99956173
 CT1238
 CT1238                          SUPERSEDED SURVEY CONTROL
 CT1238
 CT1238  NAD 83(1993)-  32 53 50.23155(N)    098 38 32.63690(W) AD(       ) 3
 CT1238  NAD 83(1986)-  32 53 50.23446(N)    098 38 32.62885(W) AD(       ) 3
 CT1238
 CT1238.Superseded values are not recommended for survey control.
 CT1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1238.See file dsdata.txt to determine how the superseded data were derived.
 CT1238
 CT1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3344439957(NAD 83)
 CT1238_MARKER: H = DRILL HOLE
 CT1238_SETTING: 80 = SET IN A BOULDER
 CT1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1238+STABILITY: SURFACE MOTION
 CT1238
 CT1238  HISTORY     - Date     Condition        Report By
 CT1238  HISTORY     - 1923     MONUMENTED       USGS
 CT1238  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT1238
 CT1238                          STATION DESCRIPTION
 CT1238
 CT1238'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 CT1238'ABOUT 6.5 MI. NE. OF IVAN AND 100 YDS. N. OF RD. LEADING TO PICKWICK,
 CT1238'100 YDS. W. OF AN OIL PIPELINE.  STATION IS ON EASTERN END OF SMALL
 CT1238'RIDGE ON TOP OF A FLAT HILL ABOUT 2 MI. W. OF VEALE CREEK CEMETERY
 CT1238'(YANCEYVILLE), THE RIDGE BEING COVERED WITH POST OAK AND SCRUB TIMBER.
 CT1238'
 CT1238'STATION MARK--DRILL HOLE AND CROSS WITH USGS ON A LIME ROCK, ABOUT
 CT1238'LEVEL WITH THE SURFACE OF THE GROUND AT ABOUT 30 YDS. FROM THE END
 CT1238'OF THE RIDGE.
 CT1238
 CT1238                          STATION RECOVERY (2005)
 CT1238
 CT1238'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 CT1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0901 ***********************************************************************
 FM0901  DESIGNATION -  VEGA MUNICIPAL TANK
 FM0901  PID         -  FM0901
 FM0901  STATE/COUNTY-  TX/OLDHAM
 FM0901  USGS QUAD   -  VEGA SOUTH (1966)
 FM0901
 FM0901                         *CURRENT SURVEY CONTROL
 FM0901  ___________________________________________________________________
 FM0901* NAD 83(1993)-  35 14 53.00691(N)    102 25 41.33379(W)     ADJUSTED  
 FM0901* NAVD 88     -      1228.     (meters)    4029.     (feet)  SCALED    
 FM0901  ___________________________________________________________________
 FM0901  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 FM0901  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 FM0901
 FM0901  HORZ ORDER  -  THIRD
 FM0901
 FM0901.The horizontal coordinates were established by classical geodetic methods
 FM0901.and adjusted by the National Geodetic Survey in July 1998..
 FM0901
 FM0901.The orthometric height was scaled from a topographic map.
 FM0901
 FM0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0901
 FM0901.The geoid height was determined by GEOID03.
 FM0901
 FM0901;                    North         East     Units Scale Factor Converg.
 FM0901;SPC TX N     - 1,138,851.687   115,535.937   MT  0.99991525   -0 32 16.4
 FM0901;SPC TX N     - 3,736,382.58    379,054.15   sFT  0.99991525   -0 32 16.4
 FM0901;UTM  13      - 3,903,584.393   734,001.733   MT  1.00027487   +1 29 05.8
 FM0901
 FM0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0901!SPC TX N     -   0.99981126  x   0.99991525  =   0.99972653
 FM0901!UTM  13      -   0.99981126  x   1.00027487  =   1.00008608
 FM0901
 FM0901                          SUPERSEDED SURVEY CONTROL
 FM0901
 FM0901  NAD 83(1993)-  35 14 53.00691(N)    102 25 41.33379(W) AD(       ) 4
 FM0901  NAD 83(1986)-  35 14 53.01436(N)    102 25 41.32360(W) AD(       ) 4
 FM0901  NAD 27      -  35 14 52.82200(N)    102 25 39.58000(W) AD(       ) 3
 FM0901
 FM0901.Superseded values are not recommended for survey control.
 FM0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0901.See file dsdata.txt to determine how the superseded data were derived.
 FM0901
 FM0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3400203584(NAD 83)
 FM0901_MARKER: 52 = STANDPIPE TANK
 FM0901
 FM0901  HISTORY     - Date     Condition        Report By
 FM0901  HISTORY     - 1934     FIRST OBSERVED   CGS
 FM0901  HISTORY     - 20050519 MARK NOT FOUND   USPSQD
 FM0901
 FM0901                          STATION DESCRIPTION
 FM0901
 FM0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0901'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35102-2, STATION 1026.
 FM0901
 FM0901                          STATION RECOVERY (2005)
 FM0901
 FM0901'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 FM0901'THE TANK HAD BEEN A 4 LEG ELEVATED TANK.  IT HAS BEEN DISMANTLED.  THE
 FM0901'FOUNDATION PIERS ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0916 ***********************************************************************
 FM0916  DESIGNATION -  VEGA NORTH BASE
 FM0916  PID         -  FM0916
 FM0916  STATE/COUNTY-  TX/OLDHAM
 FM0916  USGS QUAD   -  SIMMS NE (1966)
 FM0916
 FM0916                         *CURRENT SURVEY CONTROL
 FM0916  ___________________________________________________________________
 FM0916* NAD 83(1993)-  35 11 48.50850(N)    102 35 37.65695(W)     ADJUSTED  
 FM0916* NAVD 88     -      1260.6    (meters)    4136.     (feet)  VERTCON   
 FM0916  ___________________________________________________________________
 FM0916  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 FM0916  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 FM0916
 FM0916  HORZ ORDER  -  FIRST
 FM0916
 FM0916.The horizontal coordinates were established by classical geodetic methods
 FM0916.and adjusted by the National Geodetic Survey in February 1996..
 FM0916
 FM0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0916
 FM0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0916
 FM0916.The geoid height was determined by GEOID03.
 FM0916
 FM0916;                    North         East     Units Scale Factor Converg.
 FM0916;SPC TX N     - 1,133,320.789   100,399.423   MT  0.99991828   -0 38 02.0
 FM0916;SPC TX N     - 3,718,236.62    329,393.77   sFT  0.99991828   -0 38 02.0
 FM0916;UTM  13      - 3,897,520.940   719,065.080   MT  1.00019146   +1 23 14.8
 FM0916
 FM0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0916!SPC TX N     -   0.99980601  x   0.99991828  =   0.99972430
 FM0916!UTM  13      -   0.99980601  x   1.00019146  =   0.99999743
 FM0916
 FM0916:                Primary Azimuth Mark                     Grid Az
 FM0916:SPC TX N     -  VEGA OLDHAM COUNTY CTHSE                 070 28 59.8
 FM0916:UTM  13      -  VEGA OLDHAM COUNTY CTHSE                 068 27 43.0
 FM0916
 FM0916|---------------------------------------------------------------------|
 FM0916| PID    Reference Object                     Distance      Geod. Az  |
 FM0916|                                                           dddmmss.s |
 FM0916| FM0902 VEGA OLDHAM COUNTY CTHSE            APPROX.16.1 KM 0695057.8 |
 FM0916| FM0904 VEGA WHEAT GROWERS GRAIN ELEV       APPROX.16.2 KM 0705707.8 |
 FM0916| FM0903 AIRWAY BEACON 92                    APPROX.14.7 KM 0801916.0 |
 FM0916| CJ9181 VEGA NORTH BASE RM 1                 18.970 METERS 18252     |
 FM0916| CJ9179 VEGA NORTH BASE AZ MK                              1833840.7 |
 FM0916| CJ9182 VEGA NORTH BASE RM 2                 47.340 METERS 24727     |
 FM0916| CJ9184 VEGA NORTH BASE RM 2 RESET           57.238 METERS 25137     |
 FM0916| FM0918 AIRWAY BEACON 91                    APPROX. 5.6 KM 2914642.3 |
 FM0916| CJ9183 VEGA NORTH BASE RM 3                 50.512 METERS 30043     |
 FM0916| FM0912 ADRIAN WHEAT INC GRAIN ELEV         APPROX.10.6 KM 3214804.2 |
 FM0916| CJ9180 VEGA NORTH BASE AZ MK 2                            3583705.4 |
 FM0916|---------------------------------------------------------------------|
 FM0916
 FM0916                          SUPERSEDED SURVEY CONTROL
 FM0916
 FM0916  NAD 83(1993)-  35 11 48.51475(N)    102 35 37.64945(W) AD(       ) 1
 FM0916  NAD 83(1986)-  35 11 48.51550(N)    102 35 37.64869(W) AD(       ) 1
 FM0916  NAD 27      -  35 11 48.31800(N)    102 35 35.89100(W) AD(       ) 1
 FM0916  NGVD 29 (07/19/86) 1260.1    (m)         4134.     (f) VERT ANG       
 FM0916
 FM0916.Superseded values are not recommended for survey control.
 FM0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0916.See file dsdata.txt to determine how the superseded data were derived.
 FM0916
 FM0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU1906597521(NAD 83)
 FM0916_MARKER: DS = TRIANGULATION STATION DISK
 FM0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0916
 FM0916  HISTORY     - Date     Condition        Report By
 FM0916  HISTORY     - 1921     MONUMENTED       CGS
 FM0916  HISTORY     - 1934     GOOD             CGS
 FM0916  HISTORY     - 1938     GOOD             TXHD
 FM0916  HISTORY     - 1953     GOOD             CGS
 FM0916  HISTORY     - 1966     SEE DESCRIPTION  USGS
 FM0916  HISTORY     - 1968     GOOD             CGS
 FM0916
 FM0916                          STATION DESCRIPTION
 FM0916
 FM0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FM0916'STATION IS LOCATED 7 MILES SE OF ADRIAN AND 10 MILES BY ROAD
 FM0916'SW OF VEGA, IN THE SW QUARTER OF SEC. 778 BLOCK K 6, ON LAND
 FM0916'BELONGING TO H. MORELL ABOUT 1 MILE S OF HIS HOUSE, ABOUT 20
 FM0916'METERS (66 FEET) N OF AN E-W FENCE LINE AND 46 METERS (151 FEET)
 FM0916'E OF A N-S FENCE LINE.
 FM0916'
 FM0916'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FM0916'IN CONCRETE.
 FM0916'
 FM0916'TWO REFERENCE MARKS WERE SET, STANDARD BRONZE DISKS IN CONCRETE.
 FM0916'NO. 1 IS 18.97 METERS (62.2 FEET) FROM STATION.
 FM0916'NO. 2, 47.34 METERS (155.3 FEET).
 FM0916
 FM0916                          STATION RECOVERY (1934)
 FM0916
 FM0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0916'STATION IS ABOUT 11 MILES WSW OF VEGA IN SEC. 77, BLOCK K 6.
 FM0916'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 144
 FM0916'FEET E OF THE N-S FENCE ON THE E SIDE OF THE ROAD, 62 FEET
 FM0916'N OF AN E-W FENCE.  THE MARK IS FLUSH WITH THE GROUND.  THE
 FM0916'LAND IN WHICH THE STATION IS LOCATED IS NOW UNDER CULTIVATION.
 FM0916'
 FM0916'ONE REFERENCE MARK WAS RECOVERED.  IT IS A STANDARD BRONZE
 FM0916'DISK SET IN A 6-INCH CONCRETE POST AND IS UNDER THE FENCE
 FM0916'LINE S OF THE STATION.  THE MARK PROJECTS 1 INCH.
 FM0916'
 FM0916'A NEW REFERENCE MARK (NO. 2) AND AN AZIMUTH MARK, WERE ESTABLISHED.
 FM0916'THE NEW REFERENCE MARK IS SW OF THE STATION, ON THE W SIDE
 FM0916'OF THE ROAD.  IT IS 4-1/2 FEET E OF A FENCE CORNER POST AND
 FM0916'PROJECTS 2 INCHES.
 FM0916'
 FM0916'THE AZIMUTH MARK IS ABOUTY 0.5 MILE S OF THE STATION, 3 FEET
 FM0916'E OF THE FENCE ON THE E SIDE OF THE ROAD.  THE MARK PROJECTS
 FM0916'2 INCHES.  A 3 OR 4-FOOT RANGE POLE WILL BE NECESSARY TO SEE
 FM0916'THE MARK FROM THE STATION.
 FM0916'
 FM0916'THE STATION IS REACHED FROM THE LANDERGIN RAILROAD SIDING,
 FM0916'WHICH IS 7.4 MILES W OF VEGA ON U.S. HIGHWAY 66, BY GOING S ON A
 FM0916'GRADED ROAD 4.0 MILES.  TURN W AND GO 2.0 MILES.  TURN
 FM0916'S ON AN UNGRADED SECTION-LINE ROAD AND GO 1.0 MILE TO THE
 FM0916'STATION ON THE E SIDE OF THE ROAD.
 FM0916'
 FM0916'A 25-FOOT TOWER WAS ERECTED.
 FM0916
 FM0916                          STATION RECOVERY (1938)
 FM0916
 FM0916'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FM0916'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FM0916
 FM0916                          STATION RECOVERY (1953)
 FM0916
 FM0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0916'THE STATION WAS FOUND AS DESCRIBED AND THE STATION MARK AND
 FM0916'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 FM0916'MARK NUMBER 3 AND A AZIMUTH MARK WAS ESTABLISHED.  A NEW
 FM0916'DESCRIPTION FOLLOWS.
 FM0916'
 FM0916'THE STATION IS LOCATED IN A CULTIVATED FIELD, ABOUT 11 MILES
 FM0916'WEST SOUTHWEST OF VEGA, 7 MILES SOUTHEAST OF ADRAIN, 160
 FM0916'FEET EAST OF A NORTH-SOUTH FENCELINE AND 62 FEET NORTH OF A
 FM0916'EAST-WEST FENCELINE.
 FM0916'
 FM0916'TO REACH, FROM LANDERGIN RAILROAD SIDING, GO SOUTH, ON GRAVELED
 FM0916'ROAD 4.0 MILES TO CROSS ROADS.  TURN RIGHT, AND GO WEST, ON
 FM0916'GRADED ROAD 2.0 MILES TO A SIDE ROAD LEFT AND WIRE GATE.
 FM0916'TURN LEFT, AND PASS THROUGH WIRE GATE, AND GO SOUTH 0.5
 FM0916'MILE TO THE AZIMUTH MARK.  CONTINUE SOUTH, ON DIRT ROAD
 FM0916'0.5 MILE TO THE STATION.
 FM0916'
 FM0916'THE STATION MARK IS A STANDARD DISK, STAMPED VEGA N BASE 1921,
 FM0916'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 FM0916'IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND.
 FM0916'
 FM0916'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED VEGA N
 FM0916'BASE 1921, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 FM0916'WHICH IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND
 FM0916'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS LOCATED
 FM0916'IN THE EAST-WEST FENCELINE AND 12 INCHES EAST OF A CONCRETE
 FM0916'POST.
 FM0916'
 FM0916'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED VEGA NORTH
 FM0916'BASE NO 2 1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FM0916'MONUMENT WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE
 FM0916'SAME ELEVATION AS THE STATION.  IT IS LOCATED IN THE EAST-WEST
 FM0916'FENCELINE, ABOUT 33 FEET WEST OF THE NORTH-SOUTH FENCELINE
 FM0916'AND 6 FEET EAST OF THE WEST GATE POST.
 FM0916'
 FM0916'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED VEGA
 FM0916'N BASE NO 3 1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FM0916'MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 12 INCHES
 FM0916'HIGHER THAN THE STATION.  IT IS LOCATED 12 FEET EAST OF THE
 FM0916'CENTERLINE OF THE NORTH-SOUTH DIRT ROAD, 6 INCHES EAST OF
 FM0916'THE NORTH-SOUTH FENCELINE AND 5 FEET SOUTH OF THE WHITE
 FM0916'WITNESS POST.
 FM0916'
 FM0916'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED VEGA N BASE
 FM0916'1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FM0916'WHICH PROJECTS ABOUT 4 INCHES.  IT IS LOCATED 12 FEET EAST
 FM0916'OF THE CENTERLINE OF THE DIRT ROAD, 3 FEET EAST OF THE T
 FM0916'FENCE CORNER AND 12 INCHES SOUTH OF THE EAST-WEST FENCELINE.
 FM0916'
 FM0916'NOTE--THE OLD AZIMUTH MARK HIT BY A GRADER.  SEE RECONN.
 FM0916'DESCRIPTION.
 FM0916
 FM0916                          STATION RECOVERY (1966)
 FM0916
 FM0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0916'SURFACE MARK DESTROYED.  SUB-SURFACE MARK NOT SEARCHED FOR.
 FM0916'AZIMUTH MARK FOUND AS DESCRIBED.  R.M.S SEARCHED FOR BUT NOT
 FM0916'FOUND.
 FM0916'
 FM0916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 FM0916'SE OF ADRAIN.
 FM0916
 FM0916                          STATION RECOVERY (1968)
 FM0916
 FM0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FM0916'STATION MARK, REFERENCE MARKS NOS. 1, 2, 3, AND THE AZIMUTH
 FM0916'MARK WERE RECOVERED AS DESCRIBED IN THE 1953 DESCRIPTION
 FM0916'AND WERE FOUND IN GOOD CONDITION.  THE TO REACH WAS FOUND
 FM0916'ADEQUATE FOR RECOVERY.
 FM0916'
 FM0916'A METAL WITNESS POST WAS SET 1.5 FEET WEST OF REFERENCE MARK
 FM0916'NO. 3.
 FM0916'
 FM0916'A METAL WITNESS POST WAS SET 3 FEET WEST OF THE AZIMUTH MARK.
 FM0916'
 FM0916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 FM0916'MILES SOUTHEAST OF ADRAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0917 ***********************************************************************
 FM0917  DESIGNATION -  VEGA SOUTH BASE
 FM0917  PID         -  FM0917
 FM0917  STATE/COUNTY-  TX/DEAF SMITH
 FM0917  USGS QUAD   -  SIMMS (1966)
 FM0917
 FM0917                         *CURRENT SURVEY CONTROL
 FM0917  ___________________________________________________________________
 FM0917* NAD 83(1993)-  35 05 14.33178(N)    102 37 56.51679(W)     ADJUSTED  
 FM0917* NAVD 88     -      1274.6    (meters)    4182.     (feet)  VERTCON   
 FM0917  ___________________________________________________________________
 FM0917  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 FM0917  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 FM0917
 FM0917  HORZ ORDER  -  FIRST
 FM0917
 FM0917.The horizontal coordinates were established by classical geodetic methods
 FM0917.and adjusted by the National Geodetic Survey in February 1996..
 FM0917
 FM0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0917
 FM0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0917
 FM0917.The geoid height was determined by GEOID03.
 FM0917
 FM0917;                    North         East     Units Scale Factor Converg.
 FM0917;SPC TX N     - 1,121,214.510    96,748.081   MT  0.99992742   -0 39 22.5
 FM0917;SPC TX N     - 3,678,517.94    317,414.33   sFT  0.99992742   -0 39 22.5
 FM0917;UTM  13      - 3,885,290.324   715,841.796   MT  1.00017420   +1 21 41.4
 FM0917
 FM0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0917!SPC TX N     -   0.99980383  x   0.99992742  =   0.99973127
 FM0917!UTM  13      -   0.99980383  x   1.00017420  =   0.99997800
 FM0917
 FM0917:                Primary Azimuth Mark                     Grid Az
 FM0917:SPC TX N     -  AIRWAY BEACON 92                         051 33 21.7
 FM0917:UTM  13      -  AIRWAY BEACON 92                         049 32 17.8
 FM0917
 FM0917|---------------------------------------------------------------------|
 FM0917| PID    Reference Object                     Distance      Geod. Az  |
 FM0917|                                                           dddmmss.s |
 FM0917| FM0903 AIRWAY BEACON 92                    APPROX.23.2 KM 0505359.2 |
 FM0917| CJ9186 VEGA SOUTH BASE RM 1 RESET           29.284 METERS 10846     |
 FM0917| CJ9189 VEGA SOUTH BASE AZ MK 2                            1820308.6 |
 FM0917| CJ9190 VEGA SOUTH BASE AZ MK                              1820923.9 |
 FM0917| CJ9188 VEGA SOUTH BASE RM 2 RESET           59.213 METERS 20321     |
 FM0917| CJ9187 VEGA SOUTH BASE RM 2                 58.310 METERS 22601     |
 FM0917| CJ9185 VEGA SOUTH BASE RM 1                 46.750 METERS 31433     |
 FM0917| FM0918 AIRWAY BEACON 91                    APPROX.14.3 KM 3531846.9 |
 FM0917|---------------------------------------------------------------------|
 FM0917
 FM0917                          SUPERSEDED SURVEY CONTROL
 FM0917
 FM0917  NAD 83(1993)-  35 05 14.33757(N)    102 37 56.50926(W) AD(       ) 1
 FM0917  NAD 83(1986)-  35 05 14.33867(N)    102 37 56.50851(W) AD(       ) 1
 FM0917  NAD 27      -  35 05 14.13200(N)    102 37 54.74300(W) AD(       ) 1
 FM0917  NGVD 29 (07/19/86) 1274.0    (m)         4180.     (f) VERT ANG       
 FM0917
 FM0917.Superseded values are not recommended for survey control.
 FM0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0917.See file dsdata.txt to determine how the superseded data were derived.
 FM0917
 FM0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU1584285290(NAD 83)
 FM0917_MARKER: DS = TRIANGULATION STATION DISK
 FM0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0917
 FM0917  HISTORY     - Date     Condition        Report By
 FM0917  HISTORY     - 1921     MONUMENTED       CGS
 FM0917  HISTORY     - 1934     GOOD             CGS
 FM0917  HISTORY     - 1938     GOOD             TXHD
 FM0917  HISTORY     - 1958     GOOD             CGS
 FM0917  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0917  HISTORY     - 1968     GOOD             CGS
 FM0917
 FM0917                          STATION DESCRIPTION
 FM0917
 FM0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FM0917'STATION IS ABOUT 15 MILES SW OF VEGA, ON RANCH BELONGING TO
 FM0917'J.H. MECASKEY, IN A PASTURE ABOUT 1-1/2 MILES N OF HIS RANCH
 FM0917'HOUSE AND STOCK PENS, THE AZIMUTH AND THE W CHIMNEY OF HOUSE
 FM0917'BEING 2 DEG 54 MIN.
 FM0917'
 FM0917'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 FM0917'IN CONCRETE.
 FM0917'
 FM0917'TWO REFERENCE MARKS WERE SET, STANDARD REFERENCE DISKS IN
 FM0917'CONCRETE.  NO. 1 IS 46.75 METERS (153.4 FEET) FROM
 FM0917'STATION.  NO. 2 IS 58.31 METERS (191.3
 FM0917'FEET).
 FM0917
 FM0917                          STATION RECOVERY (1934)
 FM0917
 FM0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0917'THE STATION WAS RECOVERED IN GOOD CONDITION, WITH THE EXCEPTION
 FM0917'OF THE FACT THAT THE REFERENCE MARKS WERE NOT FOUND.  A REVISED
 FM0917'DESCRIPTION OF THE STATION FOLLOWS--
 FM0917'
 FM0917'THE STATION IS LOCATED ABOUT 14 MILES SW OF VEGA AND IS IN SW
 FM0917'1/4 OF SEC. 100, BLOCK K 7.  IT IS LOCATED ON A BROAD, FLAT,
 FM0917'CULTIVATED RIDGE AND IS 1-1/2 MILES DUE N OF THE STUCCO RANCH
 FM0917'HOUSE OWNED BY J.H. MECASKEY.
 FM0917'
 FM0917'THE STATION MARK IS FLUSH WITH THE GROUND AND IS IN GOOD
 FM0917'CONDITION.  IT IS 32 FEET N OF AN E-W FENCE, 85 FEET ENE OF AN E
 FM0917'GATE POST IN THE ABOVE FENCE AND 90 FEET E OF THE CENTER LINE OF A
 FM0917'N-S TRACK ROAD.  THE MARK IS SET.
 FM0917'
 FM0917'REFERENCE MARK NO. 1 IS STAMPED VEGA SOUTH BASE 1934 AND
 FM0917'PROJECTS 6 INCHES AND WAS SET.  IT IS E OF THE
 FM0917'STATION, IN THE ABOVE MENTIONED E-W FENCE AND IS 171 FEET E OF
 FM0917'THE ABOVE MENTIONED E GATE POST.
 FM0917'
 FM0917'REFERENCE MARK NO. 2, STAMPED VEGA SOUTH BASE 1934, PROJECTS
 FM0917'6 INCHES AND WAS SET.  IT IS SSW OF THE
 FM0917'STATION AND 147 FEET S OF THE ABOVE E GATE POST.
 FM0917'
 FM0917'AN AZIMUTH MARK, A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE
 FM0917'MONUMENT STAMPED VEGA SOUTH BASE 1934, WAS SET.
 FM0917'IT IS S OF THE STATION, 30 FEET E OF THE CENTER LINE
 FM0917'OF THE SAME N-S TRACK ROAD THAT PASSES THE STATION AND PROJECTS 4
 FM0917'INCHES.
 FM0917'
 FM0917'TO REACH THE STATION FROM VEGA, A SMALL TOWN ON U.S. HIGHWAY 66
 FM0917'AND THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, GO S FROM THE
 FM0917'GRADE CROSSING, 30 YARDS E OF THE GULF REFINING COMPANY BULK PLANT
 FM0917'ON GRADED ROAD 0.3 MILE TO A T-INTERSECTION.  HERE TURN RIGHT AND
 FM0917'GO W 0.2 MILE TO ANOTHER T-INTERSECTION.  HERE TURN LEFT AND GO
 FM0917'S ON GRADED ROAD 9.1 MILES (PASSING AIRWAYS BEACON NO. 92 AT 1.4
 FM0917'MILES) TO A T-INTERSECTION.  (THERE IS A RED SHACK IN THE NW
 FM0917'ANGLE OF THIS INTERSECTION).  HERE TURN RIGHT AND GO DUE W 9.2
 FM0917'MILES ON GRADED ROAD TO A WHITE SQUARE SIGN, SECTION 81,
 FM0917'BLOCK K 7 ON THE LEFT SIDE OF THE ROAD.  CONTINUE W 1.0 MILE
 FM0917'TO A TRACK ROAD ON THE LEFT, (THERE IS A SMALL GALVANIZED-IRON
 FM0917'SHED IN THE SW ANGLE OF THIS INTERSECTION).  HERE LEAVE GRADED
 FM0917'ROAD, TURN LEFT AND GO DUE S ON TRACK ROAD 1.0 MILE TO A
 FM0917'GATE IN AN E-W FENCE TO STATION, 30 YARDS E OF THIS GATE.
 FM0917'
 FM0917'A 25-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 FM0917
 FM0917                          STATION RECOVERY (1938)
 FM0917
 FM0917'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FM0917'THE DESCRIPTION IS VERY GOOD, EXCEPT THAT THERE IS APPARENTLY
 FM0917'AN ERROR IN DISTANCES FROM VEGA.
 FM0917'
 FM0917'TO REACH FROM VEGA, GO W FROM VEGA SCHOOL 0.35 MILE ALONG U.S.
 FM0917'HIGHWAY 66 TO W END OF A CURVE TO NW ON HIGHWAY 66.  HERE TURN
 FM0917'S AND GO 9.75 MILES (PASSING AIRWAY BEACON NO. 92 AT 1.7 MILES)
 FM0917'TO A T-INTERSECTION.  (THERE IS A RED SHACK IN THE NW ANGLE OF
 FM0917'THIS INTERSECTION).  HERE TURN W AND GO 9.95 MILES TO A WHITE
 FM0917'SQUARE SIGN ON THE LEFT SEC. 81, BLOCK K 7.  CONTINUE W 1.0
 FM0917'MILE TO A T-INTERSECTION.  THERE IS A SMALL GALVANIZED-IRON
 FM0917'SHED IN THE SW ANGLE OF THIS INTERSECTION.  TURN S ALONG TRACK
 FM0917'ROAD 1.0 MILE TO STATION 30 YARDS E AT THIS POINT.  THERE
 FM0917'FORMERLY WAS AN E-W FENCE HERE.  SOME OF THE POSTS ARE
 FM0917'STILL IN PLACE.
 FM0917
 FM0917                          STATION RECOVERY (1958)
 FM0917
 FM0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FM0917'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FM0917'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FM0917'
 FM0917'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FM0917
 FM0917                          STATION RECOVERY (1966)
 FM0917
 FM0917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0917'STATION MARK SEARCHED FOR NOT FOUND.  R.M. 1 NOT FOUND.  R.M. 2
 FM0917'FOUND AS DESCRIBED.  AZIMUTH MARK FOUND DESTROYED LYING IN
 FM0917'ROADSIDE DITCH.  AIRLINE DISTANCE AND DIRECTION FROM NEAREST
 FM0917'TOWN--14 MILES SW OF VEGA
 FM0917
 FM0917                          STATION RECOVERY (1968)
 FM0917
 FM0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FM0917'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 FM0917'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 FM0917'DESTROYED.  A NEW AZIMUTH MARK WAS SET AND AZIMUTH DETERMINED
 FM0917'FROM THE WEST CHIMNEY OF HOUSE, 1921.
 FM0917'
 FM0917'A COMPLETE DESCRIPTION FOLLOWS.
 FM0917'
 FM0917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FM0917'385 AT THE SOUTH EDGE OF VEGA, GO WEST ON U.S. HIGHWAY 66 FOR 0.35
 FM0917'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON A
 FM0917'GRADED ROAD FOR 10.05 MILES TO A T-INTERSECTION AND FARM ROAD
 FM0917'2587.  TURN RIGHT AND GO WEST ON FARM ROAD 2587 FOR 11.3 MILES
 FM0917'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON A GRADED
 FM0917'ROAD FOR 1.0 MILES TO A SECTION LINE FENCE AND THE STATION ON
 FM0917'THE LEFT IN PASTURE LAND.  (CONTINUE SOUTH ON THE GRADED ROAD
 FM0917'FOR 0.5 MILE TO A T-FENCE CORNER AND THE AZIMUTH MARK ON THE
 FM0917'LEFT.
 FM0917'
 FM0917'STATION MARK, A STANDARD DISK STAMPED VEGA S. BASE 1921, IS SET
 FM0917'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 FM0917'SURFACE OF THE GROUND.  IT IS 98 FEET EAST OF THE CENTER OF A
 FM0917'NORTH-SOUTH ROAD, 84.5 FEET SOUTHEAST OF A TALL FENCE POST NORTH
 FM0917'OF BRACE POSTS, 70.5 FEET EAST-SOUTHEAST OF A SECTION LINE AND
 FM0917'EAST BRACE POST, 23 FEET NORTH OF THE CENTER OF TRACK ROAD IN
 FM0917'PASTURE, AND 13 FEET SOUTH OF A PROJECTED LINE OF THE SECTION
 FM0917'LINE FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 FM0917'
 FM0917'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED VEGA SOUTH BASE
 FM0917'NO. 1 1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FM0917'PROJECTS 4 INCHES.  IT IS 161 FEET EAST OF THE FENCE AND 14.5
 FM0917'FEET SOUTH OF THE CENTER OF THE TRACK ROAD IN PASTURE.
 FM0917'
 FM0917'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED VEGA SOUTH BASE
 FM0917'NO. 2 1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FM0917'PROJECTS 4 INCHES.  IT IS 192 FEET SOUTH OF THE EAST BRACE POST,
 FM0917'24 FEET EAST OF THE CENTER OF THE ROAD, 5.5 FEET WEST OF A FENCE,
 FM0917'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 FM0917'
 FM0917'AZIMUTH MARK, A STANDARD DISK STAMPED VEGA SOUTH BASE 1921 AZIMUTH
 FM0917'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FM0917'2 INCHES.
 FM0917'
 FM0917'AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 FM0917'ROAD, 2 FEET SOUTH OF A METAL WITNESS POST, 1.5 FEET NORTH OF
 FM0917'THE 1/2 SECTION LINE AND A T-FENCE CORNER, AND 1 FOOT WEST OF A
 FM0917'NORTH-SOUTH FENCE.
 FM0917'
 FM0917'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15 MILES
 FM0917'SOUTHWEST OF VEGA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0904 ***********************************************************************
 FM0904  DESIGNATION -  VEGA WHEAT GROWERS GRAIN ELEV
 FM0904  PID         -  FM0904
 FM0904  STATE/COUNTY-  TX/OLDHAM
 FM0904  USGS QUAD   -  VEGA SOUTH (1966)
 FM0904
 FM0904                         *CURRENT SURVEY CONTROL
 FM0904  ___________________________________________________________________
 FM0904* NAD 83(1993)-  35 14 39.63148(N)    102 25 32.01658(W)     ADJUSTED  
 FM0904* NAVD 88     -                                                        
 FM0904  ___________________________________________________________________
 FM0904  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 FM0904  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 FM0904
 FM0904  HORZ ORDER  -  THIRD
 FM0904
 FM0904.The horizontal coordinates were established by classical geodetic methods
 FM0904.and adjusted by the National Geodetic Survey in February 1996..
 FM0904
 FM0904
 FM0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0904
 FM0904.The geoid height was determined by GEOID03.
 FM0904
 FM0904;                    North         East     Units Scale Factor Converg.
 FM0904;SPC TX N     - 1,138,437.327   115,767.597   MT  0.99991544   -0 32 11.0
 FM0904;SPC TX N     - 3,735,023.13    379,814.19   sFT  0.99991544   -0 32 11.0
 FM0904;UTM  13      - 3,903,178.322   734,247.962   MT  1.00027629   +1 29 10.7
 FM0904
 FM0904                          SUPERSEDED SURVEY CONTROL
 FM0904
 FM0904  NAD 83(1986)-  35 14 39.63890(N)    102 25 32.00649(W) AD(       ) 4
 FM0904  NAD 27      -  35 14 39.44200(N)    102 25 30.25900(W) AD(       ) 3
 FM0904
 FM0904.Superseded values are not recommended for survey control.
 FM0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0904.See file dsdata.txt to determine how the superseded data were derived.
 FM0904
 FM0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3424803178(NAD 83)
 FM0904_MARKER: 65 = GRAIN ELEVATOR
 FM0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FM0904+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 FM0904
 FM0904  HISTORY     - Date     Condition        Report By
 FM0904  HISTORY     - 1953     FIRST OBSERVED   CGS
 FM0904  HISTORY     - 20050519 GOOD             USPSQD
 FM0904
 FM0904                          STATION DESCRIPTION
 FM0904
 FM0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0904'THE ELEVATOR IS LOCATED IN THE EASTERLY PART OF VEGA.
 FM0904'
 FM0904'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE 160 FEET HIGH, 120
 FM0904'FEET TO TOP OF THE TANKS WITH A 40 FOOT HEADHOUSE.  THE CENTER
 FM0904'OF THE HEADHOUSE WAS INTERSECTED.
 FM0904
 FM0904                          STATION RECOVERY (2005)
 FM0904
 FM0904'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 FM0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0413 ***********************************************************************
 AM0413  DESIGNATION -  VELASCO MUNICIPAL TANK
 AM0413  PID         -  AM0413
 AM0413  STATE/COUNTY-  TX/BRAZORIA
 AM0413  USGS QUAD   -  FREEPORT (1974)
 AM0413
 AM0413                         *CURRENT SURVEY CONTROL
 AM0413  ___________________________________________________________________
 AM0413* NAD 83(1993)-  28 58 13.86825(N)    095 22 03.15763(W)     ADJUSTED  
 AM0413* NAVD 88     -                                                        
 AM0413  ___________________________________________________________________
 AM0413  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AM0413  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AM0413
 AM0413  HORZ ORDER  -  THIRD
 AM0413
 AM0413.The horizontal coordinates were established by classical geodetic methods
 AM0413.and adjusted by the National Geodetic Survey in February 1996..
 AM0413
 AM0413
 AM0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0413
 AM0413.The geoid height was determined by GEOID03.
 AM0413
 AM0413;                    North         East     Units Scale Factor Converg.
 AM0413;SPC TXSC     - 4,131,528.228   953,944.731   MT  0.99988333   +1 46 46.5
 AM0413;SPC TXSC     -13,554,855.53  3,129,733.67   sFT  0.99988333   +1 46 46.5
 AM0413;UTM  15      - 3,207,028.873   269,300.893   MT  1.00025682   -1 08 50.1
 AM0413
 AM0413                          SUPERSEDED SURVEY CONTROL
 AM0413
 AM0413  NAD 83(1986)-  28 58 13.87784(N)    095 22 03.13654(W) AD(       ) 4
 AM0413  NAD 27      -  28 58 12.98700(N)    095 22 02.35200(W) AD(       ) 3
 AM0413
 AM0413.Superseded values are not recommended for survey control.
 AM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0413.See file dsdata.txt to determine how the superseded data were derived.
 AM0413
 AM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6930107029(NAD 83)
 AM0413_MARKER: 53 = ELEVATED TANK
 AM0413
 AM0413  HISTORY     - Date     Condition        Report By
 AM0413  HISTORY     - 1954     FIRST OBSERVED   CGS
 AM0413  HISTORY     - 1960     GOOD             CGS
 AM0413  HISTORY     - 19980425 GOOD             USPSQD
 AM0413
 AM0413                          STATION DESCRIPTION
 AM0413
 AM0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0413'THE STATION IS THE TOP CENTER OF THE TANK LOCATED IN THE NORTH
 AM0413'CORNER OF BLOCK-661 IN THE CITY OF VELASCO.
 AM0413'
 AM0413'IT IS A SIX LEGGED STEEL STRUCTURE WITH A CENTER COLUMN,
 AM0413'SUPPORTING AN ELLIPTICAL TYPE TANK OF 150,000 GALLON CAPACITY.
 AM0413'IT IS PAINTED SILVER WITH THE BLACK LETTERS VELASCO ON THE
 AM0413'SOUTHWEST SIDE.  THE TANK IS 150 FEET HIGH WITH A DOUBLE
 AM0413'SET OF RED LIGHTS ON TOP.
 AM0413'
 AM0413'THE STRUCTURE WAS ERECTED IN 1954 AND IS OWNED AND OPERATED
 AM0413'BY THE CITY.
 AM0413
 AM0413                          STATION RECOVERY (1960)
 AM0413
 AM0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0413'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AM0413'IS ADEQUATE WITH THE FOLLOWING CHANGES--
 AM0413'
 AM0413'(1) THE TOWNS OF FREEPORT AND VELASCO HAVE MERGED
 AM0413'
 AM0413'(2) THE LETTERING ON THE TANK HAS BEEN CHANGED FROM VELASCO
 AM0413'TO WELCOME TO FREEPORT.
 AM0413
 AM0413                          STATION RECOVERY (1998)
 AM0413
 AM0413'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2629 ***********************************************************************
 BY2629  DESIGNATION -  VENABLE
 BY2629  PID         -  BY2629
 BY2629  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2629  USGS QUAD   -  CHINQUAPIN (1984)
 BY2629
 BY2629                         *CURRENT SURVEY CONTROL
 BY2629  ___________________________________________________________________
 BY2629* NAD 83(1993)-  31 27 32.92350(N)    094 05 36.34260(W)     ADJUSTED  
 BY2629* NAVD 88     -       127.4    (meters)     418.     (feet)  VERTCON   
 BY2629  ___________________________________________________________________
 BY2629  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BY2629  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY2629
 BY2629  HORZ ORDER  -  FIRST
 BY2629
 BY2629.The horizontal coordinates were established by classical geodetic methods
 BY2629.and adjusted by the National Geodetic Survey in February 1996..
 BY2629
 BY2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2629
 BY2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2629
 BY2629.The geoid height was determined by GEOID03.
 BY2629
 BY2629;                    North         East     Units Scale Factor Converg.
 BY2629;SPC TX C     - 3,215,335.817 1,292,700.858   MT  0.99991355   +3 12 50.1
 BY2629;SPC TX C     -10,548,980.93  4,241,136.06   sFT  0.99991355   +3 12 50.1
 BY2629;UTM  15      - 3,481,005.964   396,115.288   MT  0.99973311   -0 34 14.5
 BY2629
 BY2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2629!SPC TX C     -   0.99998427  x   0.99991355  =   0.99989782
 BY2629!UTM  15      -   0.99998427  x   0.99973311  =   0.99971739
 BY2629
 BY2629|---------------------------------------------------------------------|
 BY2629| PID    Reference Object                     Distance      Geod. Az  |
 BY2629|                                                           dddmmss.s |
 BY2629| CV8545 VENABLE RM 2                         23.655 METERS 00912     |
 BY2629| BX2990 CHAMBERS HILL LOT                   APPROX.24.4 KM 0874353.6 |
 BY2629| BX2989 MILAM SABINE R AUTH KHT 89          APPROX.24.9 KM 0890037.0 |
 BY2629| CV8543 VENABLE AZ MK                                      2151826.0 |
 BY2629| CV8544 VENABLE RM 1                         25.708 METERS 24652     |
 BY2629|---------------------------------------------------------------------|
 BY2629
 BY2629                          SUPERSEDED SURVEY CONTROL
 BY2629
 BY2629  NAD 83(1986)-  31 27 32.93203(N)    094 05 36.33635(W) AD(       ) 1
 BY2629  NAD 27      -  31 27 32.28091(N)    094 05 35.64466(W) AD(       ) 1
 BY2629  NGVD 29 (07/19/86)  127.4    (m)          418.     (f) VERT ANG       
 BY2629
 BY2629.Superseded values are not recommended for survey control.
 BY2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2629.See file dsdata.txt to determine how the superseded data were derived.
 BY2629
 BY2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ9611581006(NAD 83)
 BY2629_MARKER: DS = TRIANGULATION STATION DISK
 BY2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BY2629_STAMPING: VENABLE 1971
 BY2629_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2629
 BY2629  HISTORY     - Date     Condition        Report By
 BY2629  HISTORY     - 1972     MONUMENTED       NGS
 BY2629  HISTORY     - 19960809 GOOD             TXDOT
 BY2629
 BY2629                          STATION DESCRIPTION
 BY2629
 BY2629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BY2629'5 KGS TENSION ON REFERENCE MARKS.
 BY2629'
 BY2629'UNABLE TO MEASURE BETWEEN REFERENCE MARKS DUE TO BRUSH AND TREES.
 BY2629'
 BY2629'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF BRONSON, 5 MILES
 BY2629'SOUTH-SOUTHWEST OF SAN AUGUSTINE AND 5 MILES WEST-SOUTHWEST OF FORDS
 BY2629'CORNER AND ON LAND OWNED BY SOUTHWESTERN TIMBER COMPANY, 229 NORTH
 BY2629'BOWIE, JASPER, TEXAS.
 BY2629'
 BY2629'TO REACH THE STATION FROM THE UNDERPASS AND THE JUNCTION OF U. S.
 BY2629'HIGHWAY 96 AND STATE HIGHWAY 103, ABOUT 4.9 MILES NORTHWEST OF
 BY2629'BRONSON, GO NORTHWEST ON U. S. HIGHWAY 96 FOR 3.0 MILES TO AN
 BY2629'ANGLEING CROSSROADS, TURN RIGHT AND GO NORTHEAST AND NORTH ON DIRT
 BY2629'ROAD FOR 0.95 MILES TO A REVERSE FORK ON THE RIGHT, CONTINUE
 BY2629'NORTHERLY ON MAIN ROAD FOR 0.4 MILE TO A TRACK ROAD LEFT JUST OVER
 BY2629'CREST OF HILL, TURN LEFT AND GO WEST-SOUTHWEST ON TRACK ROAD FOR
 BY2629'0.05 MILE TO THE STATION ON THE RIGHT.  CONTINUE WEST-SOUTHWEST
 BY2629'ON TRACK ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BY2629'
 BY2629'STATION MARKS ARE STANDARD DISKS STAMPED VENABLE 1971.  THE SURFACE
 BY2629'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BY2629'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 178 FEET
 BY2629'WEST-NORTHWEST OF A TRACK ROAD, 43.5 FEET SOUTHEAST OF 5 INCH PINE
 BY2629'TREE WITH A TRIANGLE BLAZE AND 4.4 FEET WEST OF A METAL WITNESS
 BY2629'POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 BY2629'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BY2629'
 BY2629'REFERENCE MARK 1, A STANDARD DISK STAMPED VENABLE NO 1 1971, IS SET
 BY2629'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BY2629'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 11.4 FEET NORTH-NORTHWEST
 BY2629'OF A 6 INCH PINE TREE AND 2.0 FEET SOUTHEAST OF A METAL WITNESS
 BY2629'POST.
 BY2629'
 BY2629'REFERENCE MARK 2, A STANDARD DISK STAMPED VENABLE NO 2 1971, IS SET
 BY2629'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BY2629'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET NORTH-NORTHEAST
 BY2629'OF 5 INCH PINE TREE WITH TRIANGLE BLAZE AND 2.3 FEET
 BY2629'NORTH-NORTHWEST OF A METAL WITNESS POST.
 BY2629'
 BY2629'AZIMUTH MARK, A STANDARD DISK STAMPED VENABLE 1971, IS SET IN THE TOP
 BY2629'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 BY2629'ABOVE THE GROUND SURFACE.  IT IS 86 FEET WEST-SOUTHWEST OF A
 BY2629'WIRE FENCE, 48.5 FEET EAST-NORTHEAST OF A 12 INCH PINE TREE AND
 BY2629'1.6 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 BY2629'
 BY2629'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 BY2629'
 BY2629'NEAREST TOWN--SAN AUGUSTINE.
 BY2629
 BY2629                          STATION RECOVERY (1996)
 BY2629
 BY2629'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1996 (KRR)
 BY2629'FROM THE INTERSECTION OF STATE HIGHWAY NO 103 AND US HIGHWAY NO 96
 BY2629'PROCEED NORTHERLY ALONG HIGHWAY 96 3.1 MI (5.0 KM) TO DIRT COUNTY ROAD
 BY2629'ON RIGHT.  DEPART ALONG SAID ROAD -TO RIGHT- IN NORTHEASTERLY
 BY2629'DIRECTION, PASS AT 1.0 MI (1.6 KM) A -Y- FORK, CONTINUE NORTHERLY
 BY2629'ALONG ROAD -VEERING LEFT- A TOTAL DISTANCE OF 1.3 MI (2.1 KM) TO
 BY2629'TIMBER ROAD WHICH DEPARTS SOUTHWESTERLY.  PROCEED DOWN TIMBER ROAD 100
 BY2629'FT (30.5 M) +1 - STATION IS RIGHT OF CENTERLINE APPROXIMATELY 170 FT
 BY2629'(51.8 M) - STATION IS APPROXIMATELY 170 FT (51.8 M) WESTERLY OF COUNTY
 BY2629'ROAD AND IS IN CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2352 ***********************************************************************
 AN2352  DESIGNATION -  VENADO
 AN2352  PID         -  AN2352
 AN2352  STATE/COUNTY-  TX/JACKSON
 AN2352  USGS QUAD   -  POINT COMFORT (1995)
 AN2352
 AN2352                         *CURRENT SURVEY CONTROL
 AN2352  ___________________________________________________________________
 AN2352* NAD 83(1993)-  28 43 42.07832(N)    096 36 01.85586(W)     ADJUSTED  
 AN2352* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2352  ___________________________________________________________________
 AN2352  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AN2352  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN2352
 AN2352  HORZ ORDER  -  SECOND
 AN2352
 AN2352.The horizontal coordinates were established by classical geodetic methods
 AN2352.and adjusted by the National Geodetic Survey in February 1996..
 AN2352
 AN2352.The orthometric height was scaled from a topographic map.
 AN2352
 AN2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2352
 AN2352.The geoid height was determined by GEOID03.
 AN2352
 AN2352;                    North         East     Units Scale Factor Converg.
 AN2352;SPC TXSC     - 4,101,598.400   834,376.347   MT  0.99991886   +1 10 31.9
 AN2352;SPC TXSC     -13,456,660.75  2,737,449.73   sFT  0.99991886   +1 10 31.9
 AN2352;UTM  14      - 3,180,249.896   734,355.162   MT  1.00027784   +1 09 13.9
 AN2352
 AN2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2352!SPC TXSC     -   1.00000412  x   0.99991886  =   0.99992298
 AN2352!UTM  14      -   1.00000412  x   1.00027784  =   1.00028196
 AN2352
 AN2352:                Primary Azimuth Mark                     Grid Az
 AN2352:SPC TXSC     -  VENADO RM 1                              150 25 12.0
 AN2352:UTM  14      -  VENADO RM 1                              150 26 30.0
 AN2352
 AN2352|---------------------------------------------------------------------|
 AN2352| PID    Reference Object                     Distance      Geod. Az  |
 AN2352|                                                           dddmmss.s |
 AN2352| CV6895 VENADO RM 1                         APPROX. 0.6 KM 1513543.9 |
 AN2352| CV6896 VENADO RM 2                         244.500 METERS 19729     |
 AN2352|---------------------------------------------------------------------|
 AN2352
 AN2352                          SUPERSEDED SURVEY CONTROL
 AN2352
 AN2352  NAD 83(1986)-  28 43 42.09121(N)    096 36 01.84499(W) AD(       ) 2
 AN2352  NAD 27      -  28 43 41.11100(N)    096 36 00.92900(W) AD(       ) 2
 AN2352
 AN2352.Superseded values are not recommended for survey control.
 AN2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2352.See file dsdata.txt to determine how the superseded data were derived.
 AN2352
 AN2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3435580250(NAD 83)
 AN2352_MARKER: DS = TRIANGULATION STATION DISK
 AN2352_SETTING: 0 = UNSPECIFIED SETTING
 AN2352
 AN2352  HISTORY     - Date     Condition        Report By
 AN2352  HISTORY     - 1934     MONUMENTED       CGS
 AN2352
 AN2352                          STATION DESCRIPTION
 AN2352
 AN2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2352'STATION IS LOCATED ABOUT 8 MILES NNE FROM PORT LAVACA AND
 AN2352'1/2 MILE E FROM VENADO CREEK, ON THE N SHORE OF LAVACA BAY.
 AN2352'IT IS IN A SAND FLAT AND IS 0.3 MILE NW FROM THE BAY SHORE.
 AN2352'
 AN2352'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2352'SET IN CONCRETE.
 AN2352'
 AN2352'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AN2352'STATION--MUNICIPAL WATER TANK AT PORT LAVACA, 183 DEG.  POINT
 AN2352'OF TREES AT BLUFF (1.5 MILES), 230 DEG.  AND HOUSE AT E
 AN2352'END OF LAVACA BAY CAUSEWAY, 147 DEG.
 AN2352'
 AN2352'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1388 ***********************************************************************
 AH1388  DESIGNATION -  VENDO 1877
 AH1388  PID         -  AH1388
 AH1388  STATE/COUNTY-  TX/KENEDY
 AH1388  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1388
 AH1388                         *CURRENT SURVEY CONTROL
 AH1388  ___________________________________________________________________
 AH1388* NAD 83(1993)-  27 08 12.78325(N)    097 22 30.45541(W)     ADJUSTED  
 AH1388* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AH1388  ___________________________________________________________________
 AH1388  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AH1388  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AH1388
 AH1388  HORZ ORDER  -  THIRD
 AH1388
 AH1388.The horizontal coordinates were established by classical geodetic methods
 AH1388.and adjusted by the National Geodetic Survey in February 1996..
 AH1388
 AH1388.The orthometric height was scaled from a topographic map.
 AH1388
 AH1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1388
 AH1388.The geoid height was determined by GEOID03.
 AH1388
 AH1388;                    North         East     Units Scale Factor Converg.
 AH1388;SPC TX S     - 5,163,384.666   411,500.794   MT  0.99989759   +0 30 38.5
 AH1388;SPC TX S     -16,940,204.53  1,350,065.52   sFT  0.99989759   +0 30 38.5
 AH1388;UTM  14      - 3,002,638.235   661,029.166   MT  0.99992011   +0 44 28.7
 AH1388
 AH1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1388!SPC TX S     -   1.00000182  x   0.99989759  =   0.99989941
 AH1388!UTM  14      -   1.00000182  x   0.99992011  =   0.99992193
 AH1388
 AH1388:                Primary Azimuth Mark                     Grid Az
 AH1388:SPC TX S     -  COYOTE 1877                              282 40 14.0
 AH1388:UTM  14      -  COYOTE 1877                              282 26 23.8
 AH1388
 AH1388|---------------------------------------------------------------------|
 AH1388| PID    Reference Object                     Distance      Geod. Az  |
 AH1388|                                                           dddmmss.s |
 AH1388| AH1416 COYOTE 1877                         APPROX. 7.3 KM 2831052.5 |
 AH1388|---------------------------------------------------------------------|
 AH1388
 AH1388                          SUPERSEDED SURVEY CONTROL
 AH1388
 AH1388  NAD 83(1986)-  27 08 12.79740(N)    097 22 30.42976(W) AD(       ) 3
 AH1388  NAD 27      -  27 08 11.58500(N)    097 22 29.46700(W) AD(       ) 3
 AH1388
 AH1388.Superseded values are not recommended for survey control.
 AH1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1388.See file dsdata.txt to determine how the superseded data were derived.
 AH1388
 AH1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6102902638(NAD 83)
 AH1388_MARKER: Z = SEE DESCRIPTION
 AH1388_SETTING: 0 = UNSPECIFIED SETTING
 AH1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1388
 AH1388  HISTORY     - Date     Condition        Report By
 AH1388  HISTORY     - 1877     MONUMENTED       CGS
 AH1388  HISTORY     - 1955     SEE DESCRIPTION  SUNOCO
 AH1388  HISTORY     - 1968     MARK NOT FOUND   CGS
 AH1388  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1388
 AH1388                          STATION DESCRIPTION
 AH1388
 AH1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1877 (REH)
 AH1388'THIS STATION IS ON THE SECOND RANGE OF SAND HILLS NEAR THE
 AH1388'OUTSIDE BEACH OF PADRE ISLAND AND IS ON THE HIGHEST HILL IN
 AH1388'THE IMMEDIATE VICINITY, DISTANCE FROM SHELL IS 7 MILES, AND
 AH1388'FROM COYOTE 5 MILES.  POINT IS MARKED WITH A CONCRETE PYRAMID
 AH1388'WITH LEAD IN APEX BURIED 3 FEET BELOW THE SURFACE.  THIS IS
 AH1388'TRANSFERRED TO THE SURFACE BY A CEDAR STUB WITH COPPER TACK AND
 AH1388'AROUND ARE PLACED FOUR STUBS 8 FOOT LONG AT RIGHT ANGLES AND
 AH1388'10 FEET FROM CENTER.  OVER THE POINT STANDS A TRIPOD SIGNAL
 AH1388'40 FEET HIGH WELL BRACED AND SECURED.
 AH1388
 AH1388                          STATION RECOVERY (1955)
 AH1388
 AH1388'RECOVERY NOTE BY SUN OIL COMPANY 1955 (WTR)
 AH1388'WE ARE ALMOST CERTAIN THAT WE HAVE FOUND THIS STATION IN
 AH1388'KENEDY COUNTY AND ON PADRE ISLAND.  THE DISTANCE FROM SAVANNA
 AH1388'CHECKS CLOSELY, AND THE ANGLE AT SAVANNA BETWEEN THUNDER AND
 AH1388'VENADO CHECKS EXACT.  THE PHYSICAL EVIDENCE OF THE STATION
 AH1388'APPEARS TO BE THE REMAINS OF A 12 IN CIRCULAR POST THAT HAD
 AH1388'BEEN IRON-BANDED AND WITH TWO BOLTS THROUGH THE CENTER.  FROM
 AH1388'VENADO, USING N 6 DEG 25 MIN W LOOKING AT SAVANNA, WE TURN
 AH1388'THE FOLLOWING BEARINGS TO PRODUCING WELL-HEADS IN THE LAGUNA
 AH1388'MADRE--
 AH1388'
 AH1388'N 43 DEG 45 MIN W.  N 63 DEG 51 MIN W.  N 77 DEG 50 MIN W.
 AH1388'
 AH1388'THE STATION IS ON A HIGH GRASS-COVERED HILL 4.7 MILES SOUTH
 AH1388'OF MURDOCK PASS, AND ABOUT 600 FEET WEST OF THE HIGH WATER LINE.
 AH1388
 AH1388                          STATION RECOVERY (1968)
 AH1388
 AH1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1388'STATION LOST.  EVIDENCE OF OLD SIGNALS WERE FOUND, BUT DESPITE
 AH1388'INTENSE SEARCHING, THE STATION WAS NOT RECOVERED.
 AH1388
 AH1388                          STATION RECOVERY (1969)
 AH1388
 AH1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1388'THE STATION SITE WAS VISITED AND AFTER A CAREFUL SEARCH BY
 AH1388'THREE MEN NO TRACE OF THE CONCRETE PYRAMID, AS DESCRIBED IN
 AH1388'1877, COULD BE FOUND AND THE STATION IS BELIEVED LOST.  HOWEVER,
 AH1388'IN THE NEAR VICINITY THE REMAINS OF AN IRON BANDED TIMBER
 AH1388'WITH BOLTS THROUGH ITS CENTER WAS FOUND.  THE TIMBER WAS
 AH1388'ABOUT 4 FEET LONG AND BURIED SO ITS TOP END WAS ABOUT FLUSH
 AH1388'WITH THE GROUND.  THIS OBJECT WAS NOT THE STATION MARK AS
 AH1388'DESCRIBED IN 1877.
 AH1388'
 AH1388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES
 AH1388'EAST OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3053 ***********************************************************************
 CS3053  DESIGNATION -  VENUS
 CS3053  PID         -  CS3053
 CS3053  STATE/COUNTY-  TX/JOHNSON
 CS3053  USGS QUAD   -  ALVARADO (1978)
 CS3053
 CS3053                         *CURRENT SURVEY CONTROL
 CS3053  ___________________________________________________________________
 CS3053* NAD 83(1993)-  32 25 59.83179(N)    097 07 51.36100(W)     ADJUSTED  
 CS3053* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 CS3053  ___________________________________________________________________
 CS3053  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 CS3053  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CS3053
 CS3053  HORZ ORDER  -  THIRD
 CS3053
 CS3053.The horizontal coordinates were established by classical geodetic methods
 CS3053.and adjusted by the National Geodetic Survey in February 1996..
 CS3053
 CS3053.The orthometric height was scaled from a topographic map.
 CS3053
 CS3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3053
 CS3053.The geoid height was determined by GEOID03.
 CS3053
 CS3053;                    North         East     Units Scale Factor Converg.
 CS3053;SPC TXNC     - 2,085,850.293   728,742.719   MT  0.99993044   +0 44 48.1
 CS3053;SPC TXNC     - 6,843,327.17  2,390,883.40   sFT  0.99993044   +0 44 48.1
 CS3053;UTM  14      - 3,590,001.382   675,721.386   MT  0.99998078   +1 00 09.6
 CS3053
 CS3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3053!SPC TXNC     -   0.99997067  x   0.99993044  =   0.99990111
 CS3053!UTM  14      -   0.99997067  x   0.99998078  =   0.99995145
 CS3053
 CS3053:                Primary Azimuth Mark                     Grid Az
 CS3053:SPC TXNC     -  VENUS AZ MK                              082 33 37.2
 CS3053:UTM  14      -  VENUS AZ MK                              082 18 15.7
 CS3053
 CS3053|---------------------------------------------------------------------|
 CS3053| PID    Reference Object                     Distance      Geod. Az  |
 CS3053|                                                           dddmmss.s |
 CS3053| CY2572 VENUS AZ MK                                        0831825.3 |
 CS3053| CS3046 VENUS MUNICIPAL TANK                APPROX. 2.6 KM 0925033.2 |
 CS3053| CY2574 VENUS RM 2                           24.520 METERS 12528     |
 CS3053| CY2573 VENUS RM 1                           27.777 METERS 25210     |
 CS3053|---------------------------------------------------------------------|
 CS3053
 CS3053                          SUPERSEDED SURVEY CONTROL
 CS3053
 CS3053  NAD 83(1986)-  32 25 59.83632(N)    097 07 51.34169(W) AD(       ) 3
 CS3053  NAD 27      -  32 25 59.32600(N)    097 07 50.31100(W) AD(       ) 3
 CS3053
 CS3053.Superseded values are not recommended for survey control.
 CS3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3053.See file dsdata.txt to determine how the superseded data were derived.
 CS3053
 CS3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7572190001(NAD 83)
 CS3053_MARKER: DS = TRIANGULATION STATION DISK
 CS3053_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CS3053
 CS3053  HISTORY     - Date     Condition        Report By
 CS3053  HISTORY     - 1948     MONUMENTED       CGS
 CS3053  HISTORY     - 1953     GOOD             CGS
 CS3053  HISTORY     - 1958     GOOD             USGS
 CS3053  HISTORY     - 1969     GOOD             CGS
 CS3053  HISTORY     - 1981     GOOD             LOCENG
 CS3053  HISTORY     - 19940324 GOOD             USPSQD
 CS3053
 CS3053                          STATION DESCRIPTION
 CS3053
 CS3053'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3053'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF MIDLOTHIAN AND
 CS3053'ABOUT 1.5 MILES SOUTHWEST OF VENUS.  IT IS 55 FEET SOUTHEAST
 CS3053'OF THE CENTERLINE OF U.S. HIGHWAY 67, 26 FEET SOUTHWEST OF
 CS3053'A POWERLINE POLE AND 15 FEET NORTHEAST OF A TELEPHONE POLE.
 CS3053'THE MARK IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND
 CS3053'AND THE DISK IS STAMPED VENUS 1948.
 CS3053'
 CS3053'REFERENCE MARK NO. 1 IS 91.13 FEET SOUTHWEST OF THE STATION,
 CS3053'54 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67 AND
 CS3053'AND 1 FOOT SOUTHEAST OF A POWERLINE POLE.  THE MARK IS FLUSH
 CS3053'WITH THE GROUND AND THE DISK IS STAMPED VENUS NO 1 1948.
 CS3053'
 CS3053'REFERENCE MARK NO. 2 IS 80.44 FEET SOUTHEAST OF THE STATION,
 CS3053'10 FEET SOUTHWEST OF A DIRT ROAD AND 2 FEET NORTHWEST OF A
 CS3053'MAILBOX.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 CS3053'STAMPED VENUS NO 2 1948.
 CS3053'
 CS3053'THE AZIMUTH MARK IS ABOUT 0.55 MILE NORTHEAST OF THE STATION,
 CS3053'41 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67 AND
 CS3053'2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 CS3053'ABOUT 6 INCHES AND THE DISK IS STAMPED VENUS 1948.
 CS3053'
 CS3053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND
 CS3053'287 IN MIDLOTHIAN GO SOUTHWEST ON U.S. HIGHWAY 67 FOR 6.25
 CS3053'MILES TO JUNCTION WITH FARM ROAD 157 NORTH OF THE TOWN OF VENUS.
 CS3053'CONTINUE SOUTHWEST ON U.S. HIGHWAY 67 FOR 1.05 MILES TO AZIMUTH
 CS3053'MARK ON LEFT AS DESCRIBED.  CONTINUE SOUTHWEST FOR 0.55
 CS3053'MILE TO STATION ON LEFT AT SIDE ROAD.
 CS3053'
 CS3053'A 100 FOOT SIGNAL AT ALVARADO IS VISIBLE FROM THE GROUND.
 CS3053'
 CS3053'A 74 FOOT SIGNAL AT BRITTON 1947 IS VISIBLE FROM THE GROUND.
 CS3053'
 CS3053'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS3053
 CS3053                          STATION RECOVERY (1953)
 CS3053
 CS3053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3053'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3053'DESCRIBED.  ALL WITNESS POSTS HAVE ROTTED OUT.  THE AZIMUTH MARK
 CS3053'IS AT THE TOP OF A LOW DIVIDE AND IS AT THE EDGE OF A CULTIVATED
 CS3053'FIELD.
 CS3053
 CS3053                          STATION RECOVERY (1958)
 CS3053
 CS3053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS3053'THE STATION IS LOCATED ABOUT 9.0 MILE SW OF MIDLOTHIAN AND
 CS3053'ABOUT 1.5 MILES SW OF VENUS.  IT IS 55 FEET SE OF THE CENTERLINE
 CS3053'OF U.S. HIGHWAY 67, 48 FEET SW OF A DIRT ROAD, 15.3 FEET SW
 CS3053'OF A CEDAR TREE, 3.9 FEET NE OF A ELM TREE, THE MARK IS ABOUT
 CS3053'4 INCHES UNDERGROUND AND IS STAMPED VENUE 1948.
 CS3053'
 CS3053'REFERENCE MARK 1 IS 91.13 FEET SW OF THE STATION, 54 FEET
 CS3053'SE OF THE CENTERLINE OF U.S. HIGHWAY 67.  THE MARK PROJECTS
 CS3053'ABOUT 0.1 FEET AND IS STAMPED VENUS NO. 1 1948.
 CS3053'
 CS3053'REFERENCE MARK 2 IS 80.44 FEET SE OF THE STATION, 7.1 FEET
 CS3053'NE OF A MAILBOX POST, 16.2 FEET NE OF AN ELM TREE, 45.3 FEET
 CS3053'SE OF A TREE AND IN THE SW EDGE OF A GRADED ROAD.  THE MARK
 CS3053'IS 0.3 FEET BELOW THE SURFACE OF THE ROAD AND THE DISK IS
 CS3053'STAMPED VENUS NO. 2 1948.
 CS3053'
 CS3053'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.
 CS3053
 CS3053                          STATION RECOVERY (1969)
 CS3053
 CS3053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS3053'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3053'IN GOOD CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 CS3053'FOUND.  THE MARK COULD BE DESTROYED AS THE SITE IS NOW IN
 CS3053'CULTIVATION.
 CS3053'
 CS3053'THE STATION IS ABOUT 1-1/2 MILES SOUTHWEST OF VENUS, ALONG
 CS3053'THE SOUTHEAST SIDE OF U.S. HIGHWAY 67, IN THE LAWN AT THE
 CS3053'HOME OF MR. W.D. FLATT.
 CS3053'
 CS3053'TO REACH STATION FROM THE JUNCTION OF FM HIGHWAY 157 AND U.S.
 CS3053'HIGHWAY 67 AT VENUS, GO SOUTHWEST ON U.S. HIGHWAY 67 FOR 1.6
 CS3053'MILES TO STATION ON THE LEFT.
 CS3053'
 CS3053'STATION MARK, A STANDARD DISK, STAMPED VENUS 1948, IS SET IN
 CS3053'A CONCRETE POST WHICH IS 3 INCHES BELOW THE SURFACE OF LAWN.
 CS3053'IT IS 55 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 73 FEET
 CS3053'NORTH OF THE NORTH CORNER OF PORCH, 26 FEET SOUTHWEST OF A
 CS3053'POWER LINE POLE WITH TRANSFORMER, AND 3.4 FEET EAST OF A
 CS3053'TRIPLE-TRUNK ELM TREE.
 CS3053'
 CS3053'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED VENUS NO 1 1948,
 CS3053'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 CS3053'ABOVE GROUND.  IT IS 90 FEET NORTHWEST OF THE WEST CORNER OF
 CS3053'HOUSE, 54 FEET SOUTHEAST OF THE HIGHWAY CENTER LINE, AND 42
 CS3053'FEET NORTHEAST OF THE DRIVEWAY.
 CS3053'
 CS3053'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED VENUS NO 2 1948,
 CS3053'IS SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW
 CS3053'THE SURFACE OF GROUND.  IT IS 122 FEET SOUTHEAST OF THE
 CS3053'HIGHWAY CENTER LINE, 62 FEET NORTHEAST OF THE NORTH CORNER OF
 CS3053'PORCH, 15 FEET NORTH OF A HACKBERRY TREE, AND 11 FEET SOUTHWEST
 CS3053'OF THE CENTER OF A ROAD.
 CS3053'
 CS3053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 CS3053'SOUTHWEST OF VENUS.
 CS3053
 CS3053                          STATION RECOVERY (1981)
 CS3053
 CS3053'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JN)
 CS3053'VENUS 1948 RECOVERED GOOD - 1969 DESCRIPTION V.G.
 CS3053'
 CS3053'RM 1 AND RM 2 RECOVERED GOOD - 1969 DESCRIPTION V.G.
 CS3053'
 CS3053'AZI MARK DID NOT SEARCH.
 CS3053'
 CS3053'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES S.W. VENUS.
 CS3053
 CS3053                          STATION RECOVERY (1994)
 CS3053
 CS3053'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3046 ***********************************************************************
 CS3046  DESIGNATION -  VENUS MUNICIPAL TANK
 CS3046  PID         -  CS3046
 CS3046  STATE/COUNTY-  TX/JOHNSON
 CS3046  USGS QUAD   -  VENUS (1978)
 CS3046
 CS3046                         *CURRENT SURVEY CONTROL
 CS3046  ___________________________________________________________________
 CS3046* NAD 83(1993)-  32 25 55.56219(N)    097 06 10.23615(W)     ADJUSTED  
 CS3046* NAVD 88     -                                                        
 CS3046  ___________________________________________________________________
 CS3046  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CS3046  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CS3046
 CS3046  HORZ ORDER  -  THIRD
 CS3046
 CS3046.The horizontal coordinates were established by classical geodetic methods
 CS3046.and adjusted by the National Geodetic Survey in February 1996..
 CS3046
 CS3046
 CS3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3046
 CS3046.The geoid height was determined by GEOID03.
 CS3046
 CS3046;                    North         East     Units Scale Factor Converg.
 CS3046;SPC TXNC     - 2,085,753.571   731,385.832   MT  0.99993066   +0 45 43.2
 CS3046;SPC TXNC     - 6,843,009.84  2,399,555.02   sFT  0.99993066   +0 45 43.2
 CS3046;UTM  14      - 3,589,916.459   678,365.052   MT  0.99999233   +1 01 03.8
 CS3046
 CS3046                          SUPERSEDED SURVEY CONTROL
 CS3046
 CS3046  NAD 83(1986)-  32 25 55.56688(N)    097 06 10.21684(W) AD(       ) 4
 CS3046  NAD 27      -  32 25 55.05600(N)    097 06 09.18800(W) AD(       ) 3
 CS3046
 CS3046.Superseded values are not recommended for survey control.
 CS3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3046.See file dsdata.txt to determine how the superseded data were derived.
 CS3046
 CS3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7836589916(NAD 83)
 CS3046_MARKER: 51 = TANK
 CS3046
 CS3046  HISTORY     - Date     Condition        Report By
 CS3046  HISTORY     - 1948     FIRST OBSERVED   CGS
 CS3046  HISTORY     - 1953     GOOD             CGS
 CS3046  HISTORY     - 1957     GOOD             CGS
 CS3046  HISTORY     - 1980     GOOD             LOCSUR
 CS3046  HISTORY     - 19910413 GOOD             USPSQD
 CS3046  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS3046  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS3046
 CS3046                          STATION DESCRIPTION
 CS3046
 CS3046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3046'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE TOWN OF
 CS3046'VENUS.  IT IS A 4 LEGGED, SILVER PAINTED, STEEL WATER TANK
 CS3046'ABOUT 80 FEET HIGH.
 CS3046'
 CS3046'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CS3046
 CS3046                          STATION RECOVERY (1953)
 CS3046
 CS3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3046'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3046
 CS3046                          STATION RECOVERY (1957)
 CS3046
 CS3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 CS3046'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3046
 CS3046                          STATION RECOVERY (1980)
 CS3046
 CS3046'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS3046'INTERSECTION STA RECOVERED GOOD CONDITION.
 CS3046'
 CS3046'DISTANCE AND DIRECTION FROM NEAREST TOWN--VENUS.
 CS3046
 CS3046                          STATION RECOVERY (1991)
 CS3046
 CS3046'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS3046'RECOVERED IN GOOD CONDITION.
 CS3046
 CS3046                          STATION RECOVERY (1994)
 CS3046
 CS3046'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3046'MARK NOT FOUND.
 CS3046
 CS3046                          STATION RECOVERY (1999)
 CS3046
 CS3046'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1278 ***********************************************************************
 AJ1278  DESIGNATION -  VERA
 AJ1278  PID         -  AJ1278
 AJ1278  STATE/COUNTY-  TX/DUVAL
 AJ1278  USGS QUAD   -  CONCEPCION (1968)
 AJ1278
 AJ1278                         *CURRENT SURVEY CONTROL
 AJ1278  ___________________________________________________________________
 AJ1278* NAD 83(1993)-  27 23 03.88991(N)    098 16 14.48986(W)     ADJUSTED  
 AJ1278* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 AJ1278  ___________________________________________________________________
 AJ1278  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AJ1278  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AJ1278
 AJ1278  HORZ ORDER  -  SECOND
 AJ1278
 AJ1278.The horizontal coordinates were established by classical geodetic methods
 AJ1278.and adjusted by the National Geodetic Survey in February 1996..
 AJ1278
 AJ1278.The orthometric height was scaled from a topographic map.
 AJ1278
 AJ1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1278
 AJ1278.The geoid height was determined by GEOID03.
 AJ1278
 AJ1278;                    North         East     Units Scale Factor Converg.
 AJ1278;SPC TX S     - 5,190,333.931   322,680.181   MT  0.99991708   +0 06 14.8
 AJ1278;SPC TX S     -17,028,620.57  1,058,659.89   sFT  0.99991708   +0 06 14.8
 AJ1278;UTM  14      - 3,029,224.885   572,111.929   MT  0.99966419   +0 20 07.7
 AJ1278
 AJ1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1278!SPC TX S     -   0.99999180  x   0.99991708  =   0.99990888
 AJ1278!UTM  14      -   0.99999180  x   0.99966419  =   0.99965599
 AJ1278
 AJ1278|---------------------------------------------------------------------|
 AJ1278| PID    Reference Object                     Distance      Geod. Az  |
 AJ1278|                                                           dddmmss.s |
 AJ1278| CV3547 VERA RM 1                            44.172 METERS 18944     |
 AJ1278| CV3546 VERA AZ MK                                         1910142.4 |
 AJ1278| AJ1280 RAMIREZ TRINITY GAS PLT STK         APPROX.12.1 KM 2445732.9 |
 AJ1278| CV3548 VERA RM 2                            30.662 METERS 26936     |
 AJ1278| AJ1277 CONCEPCION EMACULATE CON CH         APPROX. 8.5 KM 2781200.2 |
 AJ1278|---------------------------------------------------------------------|
 AJ1278
 AJ1278                          SUPERSEDED SURVEY CONTROL
 AJ1278
 AJ1278  NAD 83(1986)-  27 23 03.89742(N)    098 16 14.46432(W) AD(       ) 2
 AJ1278  NAD 27      -  27 23 02.76040(N)    098 16 13.43900(W) AD(       ) 2
 AJ1278
 AJ1278.Superseded values are not recommended for survey control.
 AJ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1278.See file dsdata.txt to determine how the superseded data were derived.
 AJ1278
 AJ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7211229225(NAD 83)
 AJ1278_MARKER: DS = TRIANGULATION STATION DISK
 AJ1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1278
 AJ1278  HISTORY     - Date     Condition        Report By
 AJ1278  HISTORY     - 1961     MONUMENTED       CGS
 AJ1278
 AJ1278                          STATION DESCRIPTION
 AJ1278
 AJ1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1278'THE STATION IS APPROXIMATELY 9-1/2 MILES WEST OF PREMONT,
 AJ1278'5 MILES EAST OF CONCEPCION, ALONG THE EAST SIDE OF FARM
 AJ1278'ROAD 1329, ON ROAD RIGHT-OF-WAY.
 AJ1278'
 AJ1278'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1278'AND FARM ROAD 716, AT THE NORTH EDGE OF PREMONT, GO WEST
 AJ1278'ON FARM ROAD 716 FOR 9.6 MILES TO THE JUNCTION OF FARM ROAD
 AJ1278'1329.  TURN RIGHT AND GO NORTH ON 1329 FOR 0.1 MILE TO THE
 AJ1278'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON 1329 FOR 0.8
 AJ1278'MILE TO THE STATION ON THE RIGHT.
 AJ1278'
 AJ1278'STATION MARKS ARE STANDARD DISKS STAMPED VERA 1961.  THE
 AJ1278'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 AJ1278'THE SURFACE OF THE GROUND.  IT IS 841 FEET SOUTH OF THE
 AJ1278'NORTH JUNCTION OF FARM ROADS 1329 AND 716, 49 FEET EAST
 AJ1278'OF THE CENTER LINE OF FARM ROAD ROAD 1329, 6.4 FEET SOUTH
 AJ1278'OF A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 AJ1278'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AJ1278'34 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1278'
 AJ1278'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED VERA NO 1
 AJ1278'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AJ1278'INCHES.  IT IS 49 FEET EAST OF THE CENTER LINE OF 1329, 2
 AJ1278'FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 AJ1278'FENCE.
 AJ1278'
 AJ1278'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED VERA NO 2
 AJ1278'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 AJ1278'INCHES.  IT IS 50 FEET WEST OF THE CENTER LINE OF 1329, 2
 AJ1278'FEET NORTH OF A POWER POLE WITH A TRIANGULAR BLAZE, 1.6
 AJ1278'FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 AJ1278'FENCE.
 AJ1278'
 AJ1278'AZIMUTH MARK IS A STANDARD DISK STAMPED VERA 1961, SET IN
 AJ1278'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 0.1
 AJ1278'MILE NORTH OF THE SOUTH JUNCTION OF FARM ROADS 716 AND 1329,
 AJ1278'49 FEET WEST OF THE CENTER LINE OF 1329, 4.5 FEET NORTH
 AJ1278'OF A POWER POLE, 2 FEET NORTH OF A METAL WITNESS POST AND
 AJ1278'0.5 FEET EAST OF A FENCE.
 AJ1278'
 AJ1278'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1278'
 AJ1278'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0926 ***********************************************************************
 DO0926  DESIGNATION -  VERA
 DO0926  PID         -  DO0926
 DO0926  STATE/COUNTY-  TX/KNOX
 DO0926  USGS QUAD   -  GILLILAND (1966)
 DO0926
 DO0926                         *CURRENT SURVEY CONTROL
 DO0926  ___________________________________________________________________
 DO0926* NAD 83(1993)-  33 42 08.92760(N)    099 40 07.86860(W)     ADJUSTED  
 DO0926* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 DO0926  ___________________________________________________________________
 DO0926  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DO0926  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DO0926
 DO0926  HORZ ORDER  -  THIRD
 DO0926
 DO0926.The horizontal coordinates were established by classical geodetic methods
 DO0926.and adjusted by the National Geodetic Survey in February 1996..
 DO0926
 DO0926.The orthometric height was scaled from a topographic map.
 DO0926
 DO0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0926
 DO0926.The geoid height was determined by GEOID03.
 DO0926
 DO0926;                    North         East     Units Scale Factor Converg.
 DO0926;SPC TXNC     - 2,226,359.851   491,649.871   MT  0.99993700   -0 38 14.9
 DO0926;SPC TXNC     - 7,304,315.61  1,613,021.29   sFT  0.99993700   -0 38 14.9
 DO0926;UTM  14      - 3,729,369.085   438,017.878   MT  0.99964736   -0 22 16.1
 DO0926
 DO0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0926!SPC TXNC     -   0.99993253  x   0.99993700  =   0.99986954
 DO0926!UTM  14      -   0.99993253  x   0.99964736  =   0.99957992
 DO0926
 DO0926:                Primary Azimuth Mark                     Grid Az
 DO0926:SPC TXNC     -  VERA AZ MK                               001 10 06.2
 DO0926:UTM  14      -  VERA AZ MK                               000 54 07.4
 DO0926
 DO0926|---------------------------------------------------------------------|
 DO0926| PID    Reference Object                     Distance      Geod. Az  |
 DO0926|                                                           dddmmss.s |
 DO0926| CX8898 VERA AZ MK                                         0003151.3 |
 DO0926| CX8899 VERA RM 1                            22.997 METERS 18658     |
 DO0926| CX8900 VERA RM 2                            21.775 METERS 35408     |
 DO0926|---------------------------------------------------------------------|
 DO0926
 DO0926                          SUPERSEDED SURVEY CONTROL
 DO0926
 DO0926  NAD 83(1993)-  33 42 08.92848(N)    099 40 07.86909(W) AD(       ) 3
 DO0926  NAD 83(1986)-  33 42 08.93523(N)    099 40 07.86026(W) AD(       ) 3
 DO0926  NAD 27      -  33 42 08.61117(N)    099 40 06.54338(W) AD(       ) 3
 DO0926
 DO0926.Superseded values are not recommended for survey control.
 DO0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0926.See file dsdata.txt to determine how the superseded data were derived.
 DO0926
 DO0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3801829369(NAD 83)
 DO0926_MARKER: DS = TRIANGULATION STATION DISK
 DO0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0926_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0926
 DO0926  HISTORY     - Date     Condition        Report By
 DO0926  HISTORY     - 1969     MONUMENTED       CGS
 DO0926
 DO0926                          STATION DESCRIPTION
 DO0926
 DO0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0926'NO MEASUREMENT BETWEEN RMS DUE TO DENSE BRUSH AND TALL WEEDS.
 DO0926'
 DO0926'THE STATION IS LOCATED ABOUT 21-1/2 MILES SOUTHWEST OF THALIA, 7-1/2
 DO0926'MILES NORTHWEST OF VERA AND 2-1/2 MILES SOUTH-SOUTHEAST OF GILLILAND
 DO0926'ON ROAD RIGHT-OF-WAY.
 DO0926'
 DO0926'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM
 DO0926'ROAD 267 ABOUT 4.3 MILES WEST OF THALIA, GO SOUTH, WEST AND SOUTH ON
 DO0926'FARM ROAD 267 FOR 21.9 MILES TO THE JUNCTION OF FARM ROAD 1756.
 DO0926'CONTINUE SOUTH ON FARM ROAD 267 FOR 1.75 MILES TO THE AZIMUTH MARK
 DO0926'ON THE RIGHT.  CONTINUE SOUTH ON THE FARM ROAD FOR 0.3 MILE TO
 DO0926'THE STATION ON THE RIGHT.
 DO0926'
 DO0926'THE STATION MARK IS A STANDARD DISK STAMPED VERA 1969, SET IN THE TOP
 DO0926'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 DO0926'GROUND.  IT IS 54.9 FEET SOUTH-SOUTHEAST OF A GATE POST, 51.6 FEET
 DO0926'NORTH OF A GATE POST, 42.0 FEET WEST OF THE CENTER OF FARM ROAD
 DO0926'267, 9.2 FEET EAST OF A WIRE FENCE AND 8.6 FEET EAST OF A METAL
 DO0926'WITNESS POST.
 DO0926'
 DO0926'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VERA NO 1 1969, SET IN
 DO0926'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 DO0926'WITH THE GROUND.  IT IS 73.7 FEET SOUTH OF THE WITNESS POST, 49.0
 DO0926'FEET WEST OF THE CENTER OF THE ROAD AND 1.6 FEET SOUTHEAST OF A
 DO0926'GATE POST.
 DO0926'
 DO0926'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VERA NO 2 1969, SET IN
 DO0926'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 DO0926'THE GROUND.  IT IS 70.3 FEET NORTH OF THE WITNESS POST, 50.0 FEET
 DO0926'WEST OF THE CENTER OF THE FARM ROAD AND 1.5 FEET NORTHEAST OF A GATE
 DO0926'POST.
 DO0926'
 DO0926'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VERA 1969, SET IN THE
 DO0926'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 DO0926'INCHES.  IT IS 49.0 FEET WEST OF THE CENTER OF THE FARM ROAD, 1.8
 DO0926'FEET SOUTH OF A METAL WITNESS POST AND 1.0 FOOT EAST OF A WIRE
 DO0926'FENCE.
 DO0926'
 DO0926'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1274 ***********************************************************************
 AJ1274  DESIGNATION -  VERDE
 AJ1274  PID         -  AJ1274
 AJ1274  STATE/COUNTY-  TX/BROOKS
 AJ1274  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ1274
 AJ1274                         *CURRENT SURVEY CONTROL
 AJ1274  ___________________________________________________________________
 AJ1274* NAD 83(1993)-  27 08 12.92814(N)    098 22 17.80677(W)     ADJUSTED  
 AJ1274* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 AJ1274  ___________________________________________________________________
 AJ1274  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AJ1274  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AJ1274
 AJ1274  HORZ ORDER  -  FIRST
 AJ1274
 AJ1274.The horizontal coordinates were established by classical geodetic methods
 AJ1274.and adjusted by the National Geodetic Survey in February 1996..
 AJ1274
 AJ1274.The orthometric height was scaled from a topographic map.
 AJ1274
 AJ1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1274
 AJ1274.The geoid height was determined by GEOID03.
 AJ1274
 AJ1274;                    North         East     Units Scale Factor Converg.
 AJ1274;SPC TX S     - 5,162,898.670   312,726.262   MT  0.99989759   +0 03 29.8
 AJ1274;SPC TX S     -16,938,610.05  1,026,002.74   sFT  0.99989759   +0 03 29.8
 AJ1274;UTM  14      - 3,001,756.793   562,270.580   MT  0.99964787   +0 17 11.9
 AJ1274
 AJ1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1274!SPC TX S     -   0.99998544  x   0.99989759  =   0.99988303
 AJ1274!UTM  14      -   0.99998544  x   0.99964787  =   0.99963331
 AJ1274
 AJ1274|---------------------------------------------------------------------|
 AJ1274| PID    Reference Object                     Distance      Geod. Az  |
 AJ1274|                                                           dddmmss.s |
 AJ1274| CV3550 VERDE RM 1                           20.890 METERS 02302     |
 AJ1274| CV3551 VERDE RM 2                           17.500 METERS 27608     |
 AJ1274| CV3549 VERDE AZ MK                                        2993953.0 |
 AJ1274|---------------------------------------------------------------------|
 AJ1274
 AJ1274                          SUPERSEDED SURVEY CONTROL
 AJ1274
 AJ1274  NAD 83(1986)-  27 08 12.93499(N)    098 22 17.77866(W) AD(       ) 1
 AJ1274  NAD 27      -  27 08 11.77750(N)    098 22 16.74240(W) AD(       ) 1
 AJ1274
 AJ1274.Superseded values are not recommended for survey control.
 AJ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1274.See file dsdata.txt to determine how the superseded data were derived.
 AJ1274
 AJ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6227101757(NAD 83)
 AJ1274_MARKER: DS = TRIANGULATION STATION DISK
 AJ1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1274
 AJ1274  HISTORY     - Date     Condition        Report By
 AJ1274  HISTORY     - 1961     MONUMENTED       CGS
 AJ1274
 AJ1274                          STATION DESCRIPTION
 AJ1274
 AJ1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1274'THE STATION IS APPROXIMATELY 22-1/2 MILES SOUTHEAST OF HEBBRONVILLE,
 AJ1274'15 MILES WEST-SOUTHWEST OF FALFURRIAS, 9 MILES SOUTH OF
 AJ1274'STATE HIGHWAY 285 AND ON A TIMBERED, BRUSH COVERED HILL
 AJ1274'OWNED BY THE MILLS-BENNETT RANCH.
 AJ1274'
 AJ1274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1274'AND STATE HIGHWAY 285 IN FALFURRIAS, GO WEST ON HIGHWAY
 AJ1274'285 FOR 1.8 MILES TO A CROSSROAD, WHERE FARM ROAD 754 GOES
 AJ1274'NORTH.  TURN LEFT, SOUTH, FOR 2.6 MILES TO A T-INTERSECTION.
 AJ1274'TURN RIGHT, WEST, FOR 5.8 MILES TO A SIDE ROAD LEFT, SOUTH.
 AJ1274'CONTINUE AHEAD FOR 4.2 MILES TO THE ENTRANCE TO THE
 AJ1274'MILLS-BENNETT RANCH ON THE RIGHT.  (KEY TO THE LOCKED GATE CAN
 AJ1274'BE OBTAINED FROM THE RANCH HEADQUARTERS.) CONTINUE AHEAD,
 AJ1274'WESTERLY, FOR 3.15 MILES TO WHERE THE MAIN ROAD TURNS
 AJ1274'SOUTH.  GO SOUTH FOR 1.7 MILES TO A GATE ON THE LEFT, EAST,
 AJ1274'SIDE OF THE ROAD, PASS THROUGH THIS LOCKED GATE AND GO
 AJ1274'EASTERLY FOR 0.25 MILE TO A SHACK ON THE LEFT SIDE OF THE
 AJ1274'ROAD.  TURN LEFT, KEEPING TO THE EAST OF THE SHACK, AND GO
 AJ1274'NORTHERLY FOR 0.1 MILE TO A CLICHE PIT.  FOLLOW THE
 AJ1274'TRACK ROAD AROUND THE SOUTH AND WEST SIDE OF THE PIT
 AJ1274'AND THEN NORTH FOR 0.4 MILE.  TURN RIGHT EASTERLY, FOR 0.2
 AJ1274'MILE TO THE STATION ON THE NORTHERN SIDE OF THE HILL.
 AJ1274'
 AJ1274'THE STATION MARKS ARE STANDARD DISKS STAMPED VERDE 1961.
 AJ1274'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST THAT PROJECTS
 AJ1274'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 14.6 FEET
 AJ1274'NORTHEAST OF A TRIANGULAR BLAZED OAK TREE AND 3.0 FEET NORTHWEST
 AJ1274'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 AJ1274'AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE SURFACE
 AJ1274'OF THE GROUND.
 AJ1274'
 AJ1274'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED VERDE NO 1
 AJ1274'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AJ1274'INCHES.  IT IS 68.1 FEET NORTH OF A METAL WITNESS POST.
 AJ1274'
 AJ1274'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED VERDE 1961, IS
 AJ1274'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 AJ1274'IT IS 60.0 FEET NORTHWEST OF THE TRIANGULAR BLAZED
 AJ1274'OAK TREE AND 49.5 FEET WEST OF THE METAL WITNESS POST.
 AJ1274'
 AJ1274'AZIMUTH MARK, A STANDARD DISK STAMPED VERDE 1961, IS SET
 AJ1274'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AJ1274'21.6 FEET NORTH OF THE CENTER OF A RANCH ROAD AND 20.1 FEET
 AJ1274'SOUTHWEST OF A TRIANGULAR BLAZED OAK TREE.
 AJ1274'
 AJ1274'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE
 AJ1274'LOCKED GATE AND GO NORTH ON THE PAVED ROAD FOR 0.65 MILE
 AJ1274'TO A ROAD WEST AND AN UNLOCKED GATE.  TURN LEFT, WEST, FOR
 AJ1274'0.45 MILE TO A SIDE ROAD LEFT, SOUTH.  CONTINUE AHEAD, WEST,
 AJ1274'FOR 0.1 MILE TO AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF
 AJ1274'THE ROAD.
 AJ1274'
 AJ1274'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0824 ***********************************************************************
 CB0824  DESIGNATION -  VERIBEST
 CB0824  PID         -  CB0824
 CB0824  STATE/COUNTY-  TX/TOM GREEN
 CB0824  USGS QUAD   -  MILES (1984)
 CB0824
 CB0824                         *CURRENT SURVEY CONTROL
 CB0824  ___________________________________________________________________
 CB0824* NAD 83(1993)-  31 30 26.30343(N)    100 12 53.98502(W)     ADJUSTED  
 CB0824* NAVD 88     -       549.4    (meters)    1802.     (feet)  VERTCON   
 CB0824  ___________________________________________________________________
 CB0824  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CB0824  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CB0824
 CB0824  HORZ ORDER  -  FIRST
 CB0824
 CB0824.The horizontal coordinates were established by classical geodetic methods
 CB0824.and adjusted by the National Geodetic Survey in February 1996..
 CB0824
 CB0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0824
 CB0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0824
 CB0824.The geoid height was determined by GEOID03.
 CB0824
 CB0824;                    North         East     Units Scale Factor Converg.
 CB0824;SPC TX C     - 3,204,053.668   711,240.568   MT  0.99992060   +0 03 39.4
 CB0824;SPC TX C     -10,511,966.08  2,333,461.76   sFT  0.99992060   +0 03 39.4
 CB0824;UTM  14      - 3,486,465.827   384,623.765   MT  0.99976418   -0 38 06.1
 CB0824
 CB0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0824!SPC TX C     -   0.99991758  x   0.99992060  =   0.99983819
 CB0824!UTM  14      -   0.99991758  x   0.99976418  =   0.99968178
 CB0824
 CB0824:                Primary Azimuth Mark                     Grid Az
 CB0824:SPC TX C     -  MILES MUNICIPAL TANK                     017 17 01.1
 CB0824:UTM  14      -  MILES MUNICIPAL TANK                     017 58 46.6
 CB0824
 CB0824|---------------------------------------------------------------------|
 CB0824| PID    Reference Object                     Distance      Geod. Az  |
 CB0824|                                                           dddmmss.s |
 CB0824| CB0825 MILES MUNICIPAL TANK                APPROX.10.6 KM 0172040.5 |
 CB0824| CV5696 VERIBEST AZ MK                                     0762944.6 |
 CB0824| CV5697 VERIBEST RM 1                        58.453 METERS 09620     |
 CB0824| CV5698 VERIBEST RM 2                        54.858 METERS 35818     |
 CB0824|---------------------------------------------------------------------|
 CB0824
 CB0824                          SUPERSEDED SURVEY CONTROL
 CB0824
 CB0824  NAD 83(1986)-  31 30 26.31010(N)    100 12 53.97065(W) AD(       ) 1
 CB0824  NAD 27      -  31 30 25.72556(N)    100 12 52.66468(W) AD(       ) 1
 CB0824  NGVD 29 (07/19/86)  549.3    (m)         1802.     (f) VERT ANG       
 CB0824
 CB0824.Superseded values are not recommended for survey control.
 CB0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0824.See file dsdata.txt to determine how the superseded data were derived.
 CB0824
 CB0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV8462486466(NAD 83)
 CB0824_MARKER: DS = TRIANGULATION STATION DISK
 CB0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0824
 CB0824  HISTORY     - Date     Condition        Report By
 CB0824  HISTORY     - 1935     MONUMENTED       CGS
 CB0824  HISTORY     - 1937     GOOD             TXHD
 CB0824  HISTORY     - 1945     GOOD             CGS
 CB0824  HISTORY     - 1956     GOOD             CGS
 CB0824  HISTORY     - 1970     GOOD             NGS
 CB0824
 CB0824                          STATION DESCRIPTION
 CB0824
 CB0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0824'STATION IS ON THE PROPERTY OF ETHEL A. PENDLEMAN OF LITTLE
 CB0824'ROCK, ARKANSAS, MR. HUNTON OF MILES, TEXAS, TRUSTEE, AND
 CB0824'OCCUPIED BY A MR. WATKINS.
 CB0824'
 CB0824'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CB0824'BRONZE DISKS SET IN CONCRETE.
 CB0824'
 CB0824'REFERENCE MARK NO. 1 IS E OF STATION, 10 FEET N OF FENCE,
 CB0824'12 FEET W OF FENCE, 40 FEET S OF HOUSE, AND PROJECTS 10 INCHES.
 CB0824'
 CB0824'REFERENCE MARK NO. 2 IS N OF STATION, 1 FOOT E OF FENCE, AND
 CB0824'PROJECTS 8 INCHES.
 CB0824'
 CB0824'AZIMUTH MARK IS NNE OF STATION.  TO REACH, GO 0.15 MILE N,
 CB0824'PASS THROUGH GATE, TURN RIGHT (E), GO 0.5 MILE TO MARK ON
 CB0824'RIGHT (S) BY TELEPHONE POLE.  MARK IS 20 FEET S OF CENTER
 CB0824'LINE OF ROAD, 1 FOOT N OF FENCE, AND PROJECTS 4 INCHES.
 CB0824'
 CB0824'STATION MARK IS 6 FEET N OF FENCE, 6 FEET E OF FENCE, 200
 CB0824'FEET S OF HOUSE AND PROJECTS 5 INCHES.
 CB0824'
 CB0824'TO REACH THE STATION FROM THE CORNER OF N CHADBOURNE AND E
 CB0824'HARRIS STREETS IN SAN ANGELO, TAKE U.S. HIGHWAY 67 E AND N
 CB0824'ALONG E HARRIS STREET FOR 0.35 MILE, TURN LEFT, GO 0.35 MILE,
 CB0824'TURN RIGHT, GO 1.1 MILES, KEEP STRAIGHT AHEAD AT T-ROAD, GO
 CB0824'9.35 MILES TO POST OFFICE AT VERIBEST, CONTINUE AHEAD FOR 1.0
 CB0824'MILE, TURN LEFT (N), GO 1.0 MILE, TURN RIGHT (E), GO 0.25 MILE,
 CB0824'TURN LEFT (N), GO 0.95 MILE, TURN RIGHT (E), GO 0.55 MILE,
 CB0824'TURN LEFT (N), GO 0.5 MILE, TURN RIGHT (E), GO 0.8 MILE,
 CB0824'TURN RIGHT (S) THROUGH GATE, GO 0.15 MILE TO STATION IN
 CB0824'TRI-CORNER OF FENCE.
 CB0824'
 CB0824'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 CB0824
 CB0824                          STATION RECOVERY (1937)
 CB0824
 CB0824'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0824'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CB0824'AND AS DESCRIBED.  DESCRIPTION FOR LOCATING STATION IS SATISFACTORY.
 CB0824
 CB0824                          STATION RECOVERY (1945)
 CB0824
 CB0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (SCD)
 CB0824'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 CB0824
 CB0824                          STATION RECOVERY (1956)
 CB0824
 CB0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LBO)
 CB0824'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 CB0824'TO BE IN GOOD CONDITION.  AZIMUTH MARK COULD NOT BE FOUND
 CB0824'AND HAS PROBABLY BEEN DESTROYED BY ROAD CONSTRUCTION.  DESCRIPTION
 CB0824'OF HOW TO REACH STATION IS ADEQUATE.
 CB0824
 CB0824                          STATION RECOVERY (1970)
 CB0824
 CB0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 CB0824'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CB0824'IN GOOD CONDITION.
 CB0824'
 CB0824'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FROM THE
 CB0824'SMALL VILLAGE OF VERIBEST WHICH IS ABOUT 9 MILES EAST OF
 CB0824'SAN ANGELO ON RANCH ROAD 380.
 CB0824'
 CB0824'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 CB0824'MILES NORTHEAST OF VERIBEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM1048 ***********************************************************************
 EM1048  DESIGNATION -  VERNON
 EM1048  PID         -  EM1048
 EM1048  STATE/COUNTY-  TX/WILBARGER
 EM1048  USGS QUAD   -  VERNON (1983)
 EM1048
 EM1048                         *CURRENT SURVEY CONTROL
 EM1048  ___________________________________________________________________
 EM1048* NAD 83(1993)-  34 09 24.75577(N)    099 18 28.43931(W)     ADJUSTED  
 EM1048* NAVD 88     -       371.86   (+/-2cm)    1220.0    (feet)  VERTCON   
 EM1048  ___________________________________________________________________
 EM1048  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 EM1048  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM1048
 EM1048  HORZ ORDER  -  FIRST
 EM1048  VERT ORDER  -  THIRD ? (See Below)
 EM1048
 EM1048.The horizontal coordinates were established by classical geodetic methods
 EM1048.and adjusted by the National Geodetic Survey in February 1996..
 EM1048
 EM1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1048.The vertical order pertains to the NGVD 29 superseded value.
 EM1048
 EM1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM1048
 EM1048.The geoid height was determined by GEOID03.
 EM1048
 EM1048;                    North         East     Units Scale Factor Converg.
 EM1048;SPC TXNC     - 2,276,445.377   525,496.203   MT  1.00005861   -0 26 26.2
 EM1048;SPC TXNC     - 7,468,637.87  1,724,065.46   sFT  1.00005861   -0 26 26.2
 EM1048;UTM  14      - 3,779,593.183   471,618.446   MT  0.99960993   -0 10 22.3
 EM1048
 EM1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1048!SPC TXNC     -   0.99994611  x   1.00005861  =   1.00000471
 EM1048!UTM  14      -   0.99994611  x   0.99960993  =   0.99955606
 EM1048
 EM1048:                Primary Azimuth Mark                     Grid Az
 EM1048:SPC TXNC     -  VERNON COTTON SEED CO OIL TANK           075 50 28.2
 EM1048:UTM  14      -  VERNON COTTON SEED CO OIL TANK           075 34 24.3
 EM1048
 EM1048|---------------------------------------------------------------------|
 EM1048| PID    Reference Object                     Distance      Geod. Az  |
 EM1048|                                                           dddmmss.s |
 EM1048| EM0942 VERNON COTTON SEED CO OIL TANK      APPROX. 2.4 KM 0752402.0 |
 EM1048| EM0943 VERNON BIG MUNICIPAL TANK           APPROX. 2.5 KM 1340945.8 |
 EM1048| CX8903 VERNON RM 2                          28.380 METERS 20629     |
 EM1048| CX8902 VERNON RM 1                          36.660 METERS 27523     |
 EM1048| CX8901 VERNON AZ MK                                       3560940.8 |
 EM1048|---------------------------------------------------------------------|
 EM1048
 EM1048                          SUPERSEDED SURVEY CONTROL
 EM1048
 EM1048  NAD 83(1993)-  34 09 24.75592(N)    099 18 28.43931(W) AD(       ) 1
 EM1048  NAD 83(1986)-  34 09 24.76233(N)    099 18 28.42935(W) AD(       ) 1
 EM1048  NAD 27      -  34 09 24.45300(N)    099 18 27.13200(W) AD(       ) 1
 EM1048  NGVD 29 (07/19/86)  371.72   (m)         1219.6    (f) LEVELING    3  
 EM1048
 EM1048.Superseded values are not recommended for survey control.
 EM1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1048.See file dsdata.txt to determine how the superseded data were derived.
 EM1048
 EM1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7161879593(NAD 83)
 EM1048_MARKER: DS = TRIANGULATION STATION DISK
 EM1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM1048
 EM1048  HISTORY     - Date     Condition        Report By
 EM1048  HISTORY     - 1935     MONUMENTED       CGS
 EM1048  HISTORY     - 1937     GOOD             TXHD
 EM1048  HISTORY     - 1957     GOOD             CGS
 EM1048  HISTORY     - 1966     GOOD             CGS
 EM1048  HISTORY     - 1977     GOOD             TXHD
 EM1048
 EM1048                          STATION DESCRIPTION
 EM1048
 EM1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM1048'STATION IS LOCATED ON PROPERTY OF WEST TEXAS UTILITY COMPANY
 EM1048'JUST OUTSIDE THE W CITY LIMIT OF TOWN OF VERNON, IN THE DISTRICT
 EM1048'KNOWN AS W VERNON, IN THE SE 1/2 OF SEC. 20, BLOCK 12.
 EM1048'
 EM1048'MARK IS SET WNW OF CENTER OF FEED PIPE OF WATER TANK, 16 FEET
 EM1048'W OF A 9 BY 9-FOOT FRAME SHED AND 25 FEET NW OF EDGE OF CONCRETE
 EM1048'RESERVOIR.
 EM1048'
 EM1048'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EM1048'BRONZE DISKS SET IN CONCRETE.
 EM1048'
 EM1048'REFERENCE MARK NO. 1 IS SW OF STATION IN A N-S FENCE LINE.
 EM1048'
 EM1048'REFERENCE MARK NO. 2 IS WNW OF STATION IN FENCE CORNER.
 EM1048'
 EM1048'AZIMUTH MARK IS APPROXIMATELY NNE OF STATION, IN E AND W
 EM1048'FENCE LINE OF RAILROAD RIGHT-OF-WAY.
 EM1048'
 EM1048'REACHED FROM COURTHOUSE IN VERNON BY GOING W ON U.S. HIGHWAY
 EM1048'70, 1.2 MILES, TURN RIGHT (N) OFF HIGHWAY BETWEEN WEST VERNON
 EM1048'HUMBLE STATION AND WEST TEXAS UTILITY COMPANY ICE HOUSE, AND
 EM1048'GO 0.3 MILE, TURN LEFT AT CROSS STREET AND GO 0.05 MILE, THEN
 EM1048'TURN RIGHT INTO DRIVEWAY LEADING TO WATER TANK AND GO 0.05
 EM1048'MILE TO STATION, JUST BEYOND WATER TANK.
 EM1048'
 EM1048'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 EM1048
 EM1048                          STATION RECOVERY (1937)
 EM1048
 EM1048'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 EM1048'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN
 EM1048'GOOD CONDITION.
 EM1048
 EM1048                          STATION RECOVERY (1957)
 EM1048
 EM1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM1048'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 EM1048'CONSIDERABLE TIME WAS SPENT IN SEARCH FOR THE AZIMUTH MARK
 EM1048'BUT THIS MARK COULD NOT BE FOUND.  THE WATER TANK HAS BEEN
 EM1048'REMOVED BUT THE CONCRETE RESERVOIR REMAINS TO SOUTHEAST OF
 EM1048'THE STATION.  EVIDENTLY THE DIRECTIONS TO THE REFERENCE MARKS
 EM1048'WERE REVERSED IN THE ORIGINAL LIST OF DIRECTIONS.
 EM1048
 EM1048                          STATION RECOVERY (1966)
 EM1048
 EM1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GOR)
 EM1048'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 EM1048'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 EM1048'WAS SEARCHED FOR BUT NOT FOUND.  A NEW TO REACH FOLLOWS--
 EM1048'
 EM1048'TO REACH THE STATION FROM THE COURTHOUSE IN VERNON, GO WEST ON
 EM1048'U.S. HIGHWAY 70 FOR 2.3 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 EM1048'287 (BUSINESS).  TURN RIGHT AND GO NORTH ON U.S. 287 FOR 0.5
 EM1048'MILE TO A CROSS STREET, AND SIGN TRAILER PARK.  TURN RIGHT AND GO
 EM1048'EAST ON A GRAVEL STREET FOR 0.2 MILE TO THE STATION ABOUT
 EM1048'300 FEET NORTH, JUST AFTER PASSING A TRAILER PARK.
 EM1048
 EM1048                          STATION RECOVERY (1977)
 EM1048
 EM1048'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1977 (CLJ)
 EM1048'VERNON 1935 RECOVERED GOOD.
 EM1048'
 EM1048'VERNON RM NO. 1 1935 GOOD.
 EM1048'
 EM1048'1966 DESCRIPTION IS ADEQUATE FOR RECOVERY.  AZIMUTH MARK IS PROBABLY
 EM1048'COVERED BY A 3 TO 5 FOOT BUILDUP OF SAND ALONG RAILROAD R.O.W.
 EM1048'
 EM1048'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT VERNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0943 ***********************************************************************
 EM0943  DESIGNATION -  VERNON BIG MUNICIPAL TANK
 EM0943  PID         -  EM0943
 EM0943  STATE/COUNTY-  TX/WILBARGER
 EM0943  USGS QUAD   -  VERNON (1983)
 EM0943
 EM0943                         *CURRENT SURVEY CONTROL
 EM0943  ___________________________________________________________________
 EM0943* NAD 83(1993)-  34 08 28.48384(N)    099 17 18.76158(W)     ADJUSTED  
 EM0943* NAVD 88     -                                                        
 EM0943  ___________________________________________________________________
 EM0943  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 EM0943  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0943
 EM0943  HORZ ORDER  -  THIRD
 EM0943
 EM0943.The horizontal coordinates were established by classical geodetic methods
 EM0943.and adjusted by the National Geodetic Survey in February 1996..
 EM0943
 EM0943
 EM0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0943
 EM0943.The geoid height was determined by GEOID03.
 EM0943
 EM0943;                    North         East     Units Scale Factor Converg.
 EM0943;SPC TXNC     - 2,274,697.887   527,268.048   MT  1.00005337   -0 25 48.2
 EM0943;SPC TXNC     - 7,462,904.65  1,729,878.59   sFT  1.00005337   -0 25 48.2
 EM0943;UTM  14      - 3,777,854.775   473,397.648   MT  0.99960872   -0 09 43.0
 EM0943
 EM0943                          SUPERSEDED SURVEY CONTROL
 EM0943
 EM0943  NAD 83(1993)-  34 08 28.48399(N)    099 17 18.76160(W) AD(       ) 4
 EM0943  NAD 83(1986)-  34 08 28.49037(N)    099 17 18.75169(W) AD(       ) 4
 EM0943  NAD 27      -  34 08 28.18500(N)    099 17 17.46000(W) AD(       ) 3
 EM0943
 EM0943.Superseded values are not recommended for survey control.
 EM0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0943.See file dsdata.txt to determine how the superseded data were derived.
 EM0943
 EM0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7339877855(NAD 83)
 EM0943_MARKER: 51 = TANK
 EM0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0943+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 EM0943
 EM0943  HISTORY     - Date     Condition        Report By
 EM0943  HISTORY     - 1935     FIRST OBSERVED   CGS
 EM0943  HISTORY     - 1967     GOOD             CGS
 EM0943  HISTORY     - 1969     GOOD             CGS
 EM0943  HISTORY     - 20050518 GOOD             USPSQD
 EM0943
 EM0943                          STATION DESCRIPTION
 EM0943
 EM0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0943'OBJECT OBSERVED UPON WAS FINIAL OF LARGE WATER TANK IN THE
 EM0943'EXTREME S CENTRAL PART OF VERNON.  IT IS ABOUT 135 FEET TALL
 EM0943'AND IS THE PRESENT SOURCE OF THE MUNICIPAL WATER SUPPLY.
 EM0943'
 EM0943'INTERSECTION STATION WAS OBSERVED FROM STATIONS KNUCKLES, EARL,
 EM0943'RED BLUFF, PARSLEY, VERNON AND DEEDEE.
 EM0943
 EM0943                          STATION RECOVERY (1967)
 EM0943
 EM0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0943'THE STATION WAS RECOVERED.
 EM0943
 EM0943                          STATION RECOVERY (1969)
 EM0943
 EM0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0943'THE VERNON SOUTH MUNICIPAL TANK IS LOCATED AT 2917 HOUSTON STREET
 EM0943'AND IS OWNED BY THE CITY OF VERNON.  IT IS NEXT TO A 350 FOOT MAST.
 EM0943'
 EM0943'THE STATION IS THE FINIAL OF A METAL WATER TANK SUPPORTED BY FOUR
 EM0943'METAL LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER IN COLOR AND HAS
 EM0943'AN OVER-ALL HEIGHT OF 135 FEET.
 EM0943'
 EM0943'THE 1935 NAME FOR THIS STATION WAS VERNON BIG MUNICIPAL WATER
 EM0943'TANK.  A NEW AND LARGER WATER TANK HAS BEEN CONSTRUCTED NEAR THE
 EM0943'WEST EDGE OF VERNON SO THE NAME OF THIS STATION WAS CHANGED TO AVOID
 EM0943'CONFUSION IN THE FUTURE.
 EM0943'
 EM0943'THIS IS ALSO THE SAME TANK DESCRIBED IN 1965 AND NAMED VERNON, SOUTH
 EM0943'MUNICIPAL TANK.  IT WAS STATED ON THE 1965 DESCRIPTION THAT THIS WAS
 EM0943'PROBABLY THE SAME TANK LOCATED IN 1935.  THE 1965 DESCRIPTION
 EM0943'STATES THE OVER-ALL HEIGHT OF THE TANK TO BE 150 FEET.
 EM0943'
 EM0943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTH EDGE OF
 EM0943'VERNON.
 EM0943
 EM0943                          STATION RECOVERY (2005)
 EM0943
 EM0943'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EM0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0289 ***********************************************************************
 EM0289  DESIGNATION -  VERNON BM
 EM0289  PID         -  EM0289
 EM0289  STATE/COUNTY-  TX/WILBARGER
 EM0289  USGS QUAD   -  VERNON (1983)
 EM0289
 EM0289                         *CURRENT SURVEY CONTROL
 EM0289  ___________________________________________________________________
 EM0289* NAD 83(1986)-  34 09 06.     (N)    099 17 05.     (W)     SCALED    
 EM0289* NAVD 88     -       371.868  (meters)    1220.04   (feet)  ADJUSTED  
 EM0289  ___________________________________________________________________
 EM0289  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EM0289  DYNAMIC HT  -         371.450 (meters)    1218.67  (feet)  COMP
 EM0289  MODELED GRAV-     979,502.2   (mgal)                       NAVD 88
 EM0289
 EM0289  VERT ORDER  -  FIRST     CLASS II
 EM0289
 EM0289.The horizontal coordinates were scaled from a topographic map and have
 EM0289.an estimated accuracy of +/- 6 seconds.
 EM0289
 EM0289.The orthometric height was determined by differential leveling
 EM0289.and adjusted by the National Geodetic Survey in June 1991..
 EM0289.WARNING-Repeat measurements at this control monument indicate possible
 EM0289.vertical movement.
 EM0289
 EM0289.The geoid height was determined by GEOID03.
 EM0289
 EM0289.The dynamic height is computed by dividing the NAVD 88
 EM0289.geopotential number by the normal gravity value computed on the
 EM0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0289.degrees latitude (g = 980.6199 gals.).
 EM0289
 EM0289.The modeled gravity was interpolated from observed gravity values.
 EM0289
 EM0289;                    North         East    Units  Estimated Accuracy
 EM0289;SPC TXNC     - 2,275,850.      527,630.      MT  (+/- 180 meters Scaled)
 EM0289
 EM0289                          SUPERSEDED SURVEY CONTROL
 EM0289
 EM0289  NGVD 29 (??/??/92)  371.722  (m)         1219.56   (f) ADJ UNCH    1 2
 EM0289
 EM0289.Superseded values are not recommended for survey control.
 EM0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0289.See file dsdata.txt to determine how the superseded data were derived.
 EM0289
 EM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC737790(NAD 83)
 EM0289_MARKER: DB = BENCH MARK DISK
 EM0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0289_SP_SET: WALL
 EM0289_STAMPING: 1219.558 VERNON 1932
 EM0289_MARK LOGO: CGS   
 EM0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0289
 EM0289  HISTORY     - Date     Condition        Report By
 EM0289  HISTORY     - 1932     MONUMENTED       CGS
 EM0289  HISTORY     - 1957     GOOD             NGS
 EM0289  HISTORY     - 1984     GOOD             NGS
 EM0289  HISTORY     - 20050518 GOOD             USPSQD
 EM0289
 EM0289                          STATION DESCRIPTION
 EM0289
 EM0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0289'IN VERNON.
 EM0289'AT VERNON, WILBARGER COUNTY, AT THE CITY HALL, AT THE EAST CORNER OF
 EM0289'THE ENTRANCE TO THE BASEMENT, AND IN THE TOP OF THE CONCRETE RAILING
 EM0289'WALL.   A STANDARD DISK, STAMPED 1219.558 VERNON 1932.
 EM0289
 EM0289                          STATION RECOVERY (1984)
 EM0289
 EM0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0289'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN VERNON, AT
 EM0289'1830 MAIN STREET, IN THE SOUTH END OF THE BANNISTER OF THE STAIRWAY
 EM0289'LEADING TO THE BASEMENT AT THE EAST ENTRANCE TO THE CITY MUNICIPAL
 EM0289'BUILDING, 9.2 METERS (30.2 FT) SOUTH OF THE CENTER OF THE ENTRANCE,
 EM0289'AND 1.7 METERS (5.6 FT) EAST OF THE SOUTHEAST CORNER OF THE BUILDING.
 EM0289
 EM0289                          STATION RECOVERY (2005)
 EM0289
 EM0289'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EM0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0946 ***********************************************************************
 EM0946  DESIGNATION -  VERNON COMPRESS CO TANK
 EM0946  PID         -  EM0946
 EM0946  STATE/COUNTY-  TX/WILBARGER
 EM0946  USGS QUAD   -  VERNON (1983)
 EM0946
 EM0946                         *CURRENT SURVEY CONTROL
 EM0946  ___________________________________________________________________
 EM0946* NAD 83(1993)-  34 09 46.17890(N)    099 17 15.89406(W)     ADJUSTED  
 EM0946* NAVD 88     -                                                        
 EM0946  ___________________________________________________________________
 EM0946  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 EM0946  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EM0946
 EM0946  HORZ ORDER  -  THIRD
 EM0946
 EM0946.The horizontal coordinates were established by classical geodetic methods
 EM0946.and adjusted by the National Geodetic Survey in February 1996..
 EM0946
 EM0946
 EM0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0946
 EM0946.The geoid height was determined by GEOID03.
 EM0946
 EM0946;                    North         East     Units Scale Factor Converg.
 EM0946;SPC TXNC     - 2,277,091.387   527,359.468   MT  1.00006062   -0 25 46.7
 EM0946;SPC TXNC     - 7,470,757.33  1,730,178.52   sFT  1.00006062   -0 25 46.7
 EM0946;UTM  14      - 3,780,247.603   473,477.832   MT  0.99960867   -0 09 41.7
 EM0946
 EM0946                          SUPERSEDED SURVEY CONTROL
 EM0946
 EM0946  NAD 83(1993)-  34 09 46.17907(N)    099 17 15.89404(W) AD(       ) 4
 EM0946  NAD 83(1986)-  34 09 46.18560(N)    099 17 15.88393(W) AD(       ) 4
 EM0946  NAD 27      -  34 09 45.87823(N)    099 17 14.58933(W) AD(       ) 3
 EM0946
 EM0946.Superseded values are not recommended for survey control.
 EM0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0946.See file dsdata.txt to determine how the superseded data were derived.
 EM0946
 EM0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7347880248(NAD 83)
 EM0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0946+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 EM0946
 EM0946  HISTORY     - Date     Condition        Report By
 EM0946  HISTORY     - 1965     MONUMENTED       CGS
 EM0946  HISTORY     - 1967     GOOD             CGS
 EM0946  HISTORY     - 20050518 GOOD             USPSQD
 EM0946
 EM0946                          STATION DESCRIPTION
 EM0946
 EM0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0946'THE STATION IS THE CENTER OF THE TOP OF A DOUBLE ELLIPSOIDAL
 EM0946'ELEVATED WATER TANK WITH AN OVERALL HEIGHT OF 100 FEET.  IT
 EM0946'IS LOCATED ABOUT 1/2 MILE NORTH OF THE CENTER OF TOWN.
 EM0946
 EM0946                          STATION RECOVERY (1967)
 EM0946
 EM0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0946'THE STATION WAS RECOVERED.
 EM0946
 EM0946                          STATION RECOVERY (2005)
 EM0946
 EM0946'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EM0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0948 ***********************************************************************
 EM0948  DESIGNATION -  VERNON RAD KLA 248 MAST
 EM0948  PID         -  EM0948
 EM0948  STATE/COUNTY-  TX/WILBARGER
 EM0948  USGS QUAD   -  VERNON (1983)
 EM0948
 EM0948                         *CURRENT SURVEY CONTROL
 EM0948  ___________________________________________________________________
 EM0948* NAD 83(1993)-  34 07 42.79707(N)    099 17 53.51992(W)     ADJUSTED  
 EM0948* NAVD 88     -                                                        
 EM0948  ___________________________________________________________________
 EM0948  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 EM0948  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0948
 EM0948  HORZ ORDER  -  THIRD
 EM0948
 EM0948.The horizontal coordinates were established by classical geodetic methods
 EM0948.and adjusted by the National Geodetic Survey in February 1996..
 EM0948
 EM0948
 EM0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0948
 EM0948.The geoid height was determined by GEOID03.
 EM0948
 EM0948;                    North         East     Units Scale Factor Converg.
 EM0948;SPC TXNC     - 2,273,296.860   526,366.825   MT  1.00004918   -0 26 07.2
 EM0948;SPC TXNC     - 7,458,308.11  1,726,921.83   sFT  1.00004918   -0 26 07.2
 EM0948;UTM  14      - 3,776,450.167   472,503.385   MT  0.99960932   -0 10 02.3
 EM0948
 EM0948                          SUPERSEDED SURVEY CONTROL
 EM0948
 EM0948  NAD 83(1993)-  34 07 42.79724(N)    099 17 53.51993(W) AD(       ) 4
 EM0948  NAD 83(1986)-  34 07 42.80384(N)    099 17 53.50972(W) AD(       ) 4
 EM0948  NAD 27      -  34 07 42.49351(N)    099 17 52.21908(W) AD(       ) 3
 EM0948
 EM0948.Superseded values are not recommended for survey control.
 EM0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0948.See file dsdata.txt to determine how the superseded data were derived.
 EM0948
 EM0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7250376450(NAD 83)
 EM0948
 EM0948  HISTORY     - Date     Condition        Report By
 EM0948  HISTORY     - 1965     MONUMENTED       CGS
 EM0948  HISTORY     - 1967     GOOD             CGS
 EM0948
 EM0948                          STATION DESCRIPTION
 EM0948
 EM0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0948'THE STATION IS THE CENTER OF THE TOP OF A 300 FOOT HIGH,
 EM0948'RED AND WHITE STEEL MAST.  IT IS LOCATED ABOUT 1-1/2 MILES
 EM0948'SOUTH AND 1 MILE WEST OF TOWN.  IT IS PRIVATELY OWNED BY
 EM0948'MR. J. CHILTON.
 EM0948
 EM0948                          STATION RECOVERY (1967)
 EM0948
 EM0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0948'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0944 ***********************************************************************
 EM0944  DESIGNATION -  VERNON RAD STA KVWC MAST
 EM0944  PID         -  EM0944
 EM0944  STATE/COUNTY-  TX/WILBARGER
 EM0944  USGS QUAD   -  VERNON (1983)
 EM0944
 EM0944                         *CURRENT SURVEY CONTROL
 EM0944  ___________________________________________________________________
 EM0944* NAD 83(1993)-  34 09 14.81496(N)    099 15 59.50923(W)     ADJUSTED  
 EM0944* NAVD 88     -                                                        
 EM0944  ___________________________________________________________________
 EM0944  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 EM0944  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EM0944
 EM0944  HORZ ORDER  -  THIRD
 EM0944
 EM0944.The horizontal coordinates were established by classical geodetic methods
 EM0944.and adjusted by the National Geodetic Survey in February 1996..
 EM0944
 EM0944
 EM0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0944
 EM0944.The geoid height was determined by GEOID03.
 EM0944
 EM0944;                    North         East     Units Scale Factor Converg.
 EM0944;SPC TXNC     - 2,276,110.478   529,308.954   MT  1.00005768   -0 25 05.0
 EM0944;SPC TXNC     - 7,467,539.13  1,736,574.46   sFT  1.00005768   -0 25 05.0
 EM0944;UTM  14      - 3,779,276.270   475,431.007   MT  0.99960744   -0 08 58.7
 EM0944
 EM0944                          SUPERSEDED SURVEY CONTROL
 EM0944
 EM0944  NAD 83(1993)-  34 09 14.81511(N)    099 15 59.50923(W) AD(       ) 4
 EM0944  NAD 83(1986)-  34 09 14.82150(N)    099 15 59.49905(W) AD(       ) 4
 EM0944  NAD 27      -  34 09 14.51198(N)    099 15 58.20860(W) AD(       ) 3
 EM0944
 EM0944.Superseded values are not recommended for survey control.
 EM0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0944.See file dsdata.txt to determine how the superseded data were derived.
 EM0944
 EM0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7543179276(NAD 83)
 EM0944_MARKER: 42 = RADIO/TV MAST
 EM0944
 EM0944  HISTORY     - Date     Condition        Report By
 EM0944  HISTORY     - 1965     FIRST OBSERVED   CGS
 EM0944  HISTORY     - 1967     GOOD             CGS
 EM0944  HISTORY     - 1969     GOOD             CGS
 EM0944
 EM0944                          STATION DESCRIPTION
 EM0944
 EM0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0944'THE STATION IS THE CENTER OF THE TOP OF A 400 FOOT HIGH,
 EM0944'RED AND WHITE STEEL MAST.  IT IS LOCATED ABOUT 1 MILE
 EM0944'EAST OF THE CENTER OF TOWN AND 1/4 MILE NORTH OF U.S. HIGHWAY 70.
 EM0944
 EM0944                          STATION RECOVERY (1967)
 EM0944
 EM0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0944'THE STATION WAS RECOVERED.
 EM0944
 EM0944                          STATION RECOVERY (1969)
 EM0944
 EM0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0944'THE STATION WAS RECOVERED AS DESCRIBED BY A.N.POTTER IN 1965.
 EM0944'ADDITIONAL INFORMATION IS AS FOLLOWS.
 EM0944'
 EM0944'THE STATION IS LOCATED ABOUT 1.0 MILE EAST OF THE CENTER OF VERNON,
 EM0944'0.15 MILE NORTH OF U.S. HIGHWAY 70 AND OWNED BY RADIO STATION
 EM0944'KVWC.  IT IS AN ALTERNATE RED AND WHITE BRIDGED STEEL MAST,
 EM0944'SUPPORTED BY GUY CABLES, WITH A POLE ANTENNA AFFIXED TO THE TOP.
 EM0944'IT HAS AN OVER-ALL HEIGHT OF ABOUT 400 FEET.
 EM0944'
 EM0944'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP OF THE POLE.
 EM0944'
 EM0944'THE NAME OF THE STATION WAS CHANGED TO CONFORM WITH THE MEMORANDUM
 EM0944'ON INTERSECTION STATION ABBREVIATIONS.
 EM0944'
 EM0944'THE 1965 NAME WAS VERNON, RADIO STATION KVWC, MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0949 ***********************************************************************
 EM0949  DESIGNATION -  VERNON W MUNICIPAL TANK
 EM0949  PID         -  EM0949
 EM0949  STATE/COUNTY-  TX/WILBARGER
 EM0949  USGS QUAD   -  VERNON (1983)
 EM0949
 EM0949                         *CURRENT SURVEY CONTROL
 EM0949  ___________________________________________________________________
 EM0949* NAD 83(1993)-  34 08 53.75154(N)    099 18 35.76413(W)     ADJUSTED  
 EM0949* NAVD 88     -                                                        
 EM0949  ___________________________________________________________________
 EM0949  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 EM0949  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0949
 EM0949  HORZ ORDER  -  THIRD
 EM0949
 EM0949.The horizontal coordinates were established by classical geodetic methods
 EM0949.and adjusted by the National Geodetic Survey in February 1996..
 EM0949
 EM0949
 EM0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0949
 EM0949.The geoid height was determined by GEOID03.
 EM0949
 EM0949;                    North         East     Units Scale Factor Converg.
 EM0949;SPC TXNC     - 2,275,491.477   525,301.206   MT  1.00005571   -0 26 30.2
 EM0949;SPC TXNC     - 7,465,508.29  1,723,425.71   sFT  1.00005571   -0 26 30.2
 EM0949;UTM  14      - 3,778,638.809   471,427.993   MT  0.99961006   -0 10 26.3
 EM0949
 EM0949                          SUPERSEDED SURVEY CONTROL
 EM0949
 EM0949  NAD 83(1993)-  34 08 53.75172(N)    099 18 35.76412(W) AD(       ) 4
 EM0949  NAD 83(1986)-  34 08 53.75818(N)    099 18 35.75385(W) AD(       ) 4
 EM0949  NAD 27      -  34 08 53.44898(N)    099 18 34.46209(W) AD(       ) 3
 EM0949
 EM0949.Superseded values are not recommended for survey control.
 EM0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0949.See file dsdata.txt to determine how the superseded data were derived.
 EM0949
 EM0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7142878639(NAD 83)
 EM0949_MARKER: 51 = TANK
 EM0949
 EM0949  HISTORY     - Date     Condition        Report By
 EM0949  HISTORY     - 1965     FIRST OBSERVED   CGS
 EM0949  HISTORY     - 1967     GOOD             CGS
 EM0949  HISTORY     - 1969     GOOD             CGS
 EM0949
 EM0949                          STATION DESCRIPTION
 EM0949
 EM0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0949'THE STATION IS THE CENTER OF THE TOP OF A DOUBLE
 EM0949'ELLIPSOIDAL ELEVATED WATER TANK THAT HAS AN OVERALL HEIGHT
 EM0949'OF 150 FEET.  IT IS LOCATED ABOUT 2 MILES WEST AND 1/2
 EM0949'MILE SOUTH OF TOWN, ON 16-TH STREET.
 EM0949
 EM0949                          STATION RECOVERY (1967)
 EM0949
 EM0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0949'THE STATION WAS RECOVERED.
 EM0949
 EM0949                          STATION RECOVERY (1969)
 EM0949
 EM0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0949'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED BY A.N. POTTER
 EM0949'IN 1965.  ADDITIONAL INFORMATION IS AS FOLLOWS.
 EM0949'
 EM0949'THE STATION IS LOCATED ABOUT 50 YARDS NORTHWEST OF THE CENTRAL
 EM0949'CHRISTAN CHURCH AT 2200 SAND ROAD AND YAMPARIKA STREET IN VERNON.
 EM0949'
 EM0949'THE NAME OF THE STATION WAS CHANGED TO CONFORM WITH THE MEMORANDUM
 EM0949'ON INTERSECTION STATION ABBREVIATIONS.
 EM0949'
 EM0949'THE 1965 NAME WAS VERNON, WEST MUNICIPAL TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0947 ***********************************************************************
 EM0947  DESIGNATION -  VERNON WAGGONER RAD KGA598 MST
 EM0947  PID         -  EM0947
 EM0947  STATE/COUNTY-  TX/WILBARGER
 EM0947  USGS QUAD   -  VERNON (1983)
 EM0947
 EM0947                         *CURRENT SURVEY CONTROL
 EM0947  ___________________________________________________________________
 EM0947* NAD 83(1993)-  34 08 27.95576(N)    099 17 17.54486(W)     ADJUSTED  
 EM0947* NAVD 88     -                                                        
 EM0947  ___________________________________________________________________
 EM0947  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 EM0947  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0947
 EM0947  HORZ ORDER  -  THIRD
 EM0947
 EM0947.The horizontal coordinates were established by classical geodetic methods
 EM0947.and adjusted by the National Geodetic Survey in February 1996..
 EM0947
 EM0947
 EM0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0947
 EM0947.The geoid height was determined by GEOID03.
 EM0947
 EM0947;                    North         East     Units Scale Factor Converg.
 EM0947;SPC TXNC     - 2,274,681.381   527,299.099   MT  1.00005332   -0 25 47.6
 EM0947;SPC TXNC     - 7,462,850.50  1,729,980.46   sFT  1.00005332   -0 25 47.6
 EM0947;UTM  14      - 3,777,838.422   473,428.762   MT  0.99960870   -0 09 42.3
 EM0947
 EM0947                          SUPERSEDED SURVEY CONTROL
 EM0947
 EM0947  NAD 83(1993)-  34 08 27.95593(N)    099 17 17.54488(W) AD(       ) 4
 EM0947  NAD 83(1986)-  34 08 27.96240(N)    099 17 17.53484(W) AD(       ) 4
 EM0947  NAD 27      -  34 08 27.65150(N)    099 17 16.24357(W) AD(       ) 3
 EM0947
 EM0947.Superseded values are not recommended for survey control.
 EM0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0947.See file dsdata.txt to determine how the superseded data were derived.
 EM0947
 EM0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7342977838(NAD 83)
 EM0947_MARKER: 42 = RADIO/TV MAST
 EM0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0947+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 EM0947
 EM0947  HISTORY     - Date     Condition        Report By
 EM0947  HISTORY     - 1965     FIRST OBSERVED   CGS
 EM0947  HISTORY     - 1967     GOOD             CGS
 EM0947  HISTORY     - 1969     GOOD             CGS
 EM0947  HISTORY     - 20050518 GOOD             USPSQD
 EM0947
 EM0947                          STATION DESCRIPTION
 EM0947
 EM0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0947'THE STATION IS THE CENTER OF THE TOP OF A 350 FOOT HIGH,
 EM0947'RED AND WHITE STEEL MAST.  IT IS LOCATED ABOUT 3/4 MILE
 EM0947'SOUTH-SOUTHWEST OF THE CENTER OF TOWN AND 50 FEET EAST
 EM0947'OF CANAL STREET.
 EM0947
 EM0947                          STATION RECOVERY (1967)
 EM0947
 EM0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0947'THE STATION WAS RECOVERED.
 EM0947
 EM0947                          STATION RECOVERY (1969)
 EM0947
 EM0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0947'THE STATION WAS RECOVERED AS DESCRIBED BY A.N.POTTER IN 1965.
 EM0947'ADDITIONAL INFORMATION IS AS FOLLOWS.
 EM0947'
 EM0947'THE STATION IS LOCATED AT 2917 HOUSTON STREET AND IS OWNED BY THE
 EM0947'WAGGONER ESTATE.  IT IS AN ALTERNATE RED AND WHITE BRIDGED STEEL
 EM0947'MAST, SUPPORTED BY GUY CABLES, WITH A POLE ANTENNA AFFIXED TO THE
 EM0947'TOP.  IT HAS AN OVER-ALL HEIGHT OF 350 FEET.
 EM0947'
 EM0947'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE POLE.
 EM0947'
 EM0947'THE NAME OF THE STATION WAS CHANGED TO CONFORM WITH THE MEMORDANDUM
 EM0947'ON INTERSECTION STATION ABBREVIATIONS.
 EM0947'
 EM0947'THE 1965 NAME FOR THIS STATION WAS VERNON, WAGGONER ESTATE RADIO
 EM0947'STATION KGA 598 MAST.
 EM0947
 EM0947                          STATION RECOVERY (2005)
 EM0947
 EM0947'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EM0947'ADJACENT TO WATER TANK PID EM0493.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0952 ***********************************************************************
 EM0952  DESIGNATION -  VERNON WICHITA FALLS ST HOS TK
 EM0952  PID         -  EM0952
 EM0952  STATE/COUNTY-  TX/WILBARGER
 EM0952  USGS QUAD   -  LOCKETT (1990)
 EM0952
 EM0952                         *CURRENT SURVEY CONTROL
 EM0952  ___________________________________________________________________
 EM0952* NAD 83(1993)-  34 04 45.34915(N)    099 17 24.35054(W)     ADJUSTED  
 EM0952* NAVD 88     -                                                        
 EM0952  ___________________________________________________________________
 EM0952  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 EM0952  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 EM0952
 EM0952  HORZ ORDER  -  THIRD
 EM0952
 EM0952.The horizontal coordinates were established by classical geodetic methods
 EM0952.and adjusted by the National Geodetic Survey in February 1996..
 EM0952
 EM0952
 EM0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0952
 EM0952.The geoid height was determined by GEOID03.
 EM0952
 EM0952;                    North         East     Units Scale Factor Converg.
 EM0952;SPC TXNC     - 2,267,823.561   527,073.146   MT  1.00003335   -0 25 51.3
 EM0952;SPC TXNC     - 7,440,351.13  1,729,239.15   sFT  1.00003335   -0 25 51.3
 EM0952;UTM  14      - 3,770,982.598   473,235.002   MT  0.99960883   -0 09 45.2
 EM0952
 EM0952                          SUPERSEDED SURVEY CONTROL
 EM0952
 EM0952  NAD 83(1993)-  34 04 45.34931(N)    099 17 24.35057(W) AD(       ) 4
 EM0952  NAD 83(1986)-  34 04 45.35588(N)    099 17 24.34032(W) AD(       ) 4
 EM0952  NAD 27      -  34 04 45.04100(N)    099 17 23.05380(W) AD(       ) 3
 EM0952
 EM0952.Superseded values are not recommended for survey control.
 EM0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0952.See file dsdata.txt to determine how the superseded data were derived.
 EM0952
 EM0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7323570983(NAD 83)
 EM0952
 EM0952  HISTORY     - Date     Condition        Report By
 EM0952  HISTORY     - 1965     MONUMENTED       CGS
 EM0952  HISTORY     - 1967     GOOD             CGS
 EM0952
 EM0952                          STATION DESCRIPTION
 EM0952
 EM0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0952'THE STATION IS THE CENTER OF THE TOP OF A DOUBLE
 EM0952'ELLIPSOIDAL ELEVATED WATER TANK, PAINTED YELLOW AND HAS
 EM0952'AN OVERALL HEIGHT OF 120 FEET.  IT IS LOCATED ABOUT
 EM0952'5 MILES SOUTH AND 2 MILES WEST OF VERNON ON THE STATE
 EM0952'HOSPITAL GROUNDS.
 EM0952
 EM0952                          STATION RECOVERY (1967)
 EM0952
 EM0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0952'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM1049 ***********************************************************************
 EM1049  SACS        -  This is a Secondary Airport Control Station.
 EM1049  DESIGNATION -  VERNPORT
 EM1049  PID         -  EM1049
 EM1049  STATE/COUNTY-  TX/WILBARGER
 EM1049  USGS QUAD   -  VERNON (1983)
 EM1049
 EM1049                         *CURRENT SURVEY CONTROL
 EM1049  ___________________________________________________________________
 EM1049* NAD 83(1993)-  34 13 34.15203(N)    099 16 57.76160(W)     ADJUSTED  
 EM1049* NAVD 88     -       382.61   (meters)    1255.3    (feet)  GPS OBS   
 EM1049  ___________________________________________________________________
 EM1049  X           -    -851,612.391 (meters)                     COMP
 EM1049  Y           -  -5,210,344.553 (meters)                     COMP
 EM1049  Z           -   3,567,415.261 (meters)                     COMP
 EM1049  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 EM1049  ELLIP HEIGHT-         354.26  (meters)          (02/27/01) GPS OBS
 EM1049  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 EM1049
 EM1049  HORZ ORDER  -  FIRST
 EM1049  ELLP ORDER  -  FIFTH     CLASS II
 EM1049
 EM1049.This mark is at Wilbarger Co (F05) Airport (F05)
 EM1049
 EM1049.The horizontal coordinates were established by GPS observations
 EM1049.and adjusted by the National Geodetic Survey in August 1996..
 EM1049
 EM1049.The orthometric height was determined by GPS observations and a
 EM1049.high-resolution geoid model.
 EM1049
 EM1049.GPS derived orthometric heights for airport stations designated as
 EM1049.PACS or SACS are published to 2 decimal places.  This maintains
 EM1049.centimeter relative accuracy between the PACS and SACS.  It does
 EM1049.not indicate centimeter accuracy relative to other marks which are
 EM1049.part of the NAVD 88 network.
 EM1049
 EM1049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1049
 EM1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM1049
 EM1049.The ellipsoidal height was determined by GPS observations
 EM1049.and is referenced to NAD 83.
 EM1049
 EM1049.The geoid height was determined by GEOID03.
 EM1049
 EM1049;                    North         East     Units Scale Factor Converg.
 EM1049;SPC TXNC     - 2,284,112.702   527,876.256   MT  1.00008271   -0 25 36.8
 EM1049;SPC TXNC     - 7,493,793.09  1,731,874.02   sFT  1.00008271   -0 25 36.8
 EM1049;UTM  14      - 3,787,268.007   473,961.553   MT  0.99960836   -0 09 32.5
 EM1049
 EM1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1049!SPC TXNC     -   0.99994439  x   1.00008271  =   1.00002710
 EM1049!UTM  14      -   0.99994439  x   0.99960836  =   0.99955277
 EM1049
 EM1049:                Primary Azimuth Mark                     Grid Az
 EM1049:SPC TXNC     -  VERNPORT AZ MK                           033 16 52.2
 EM1049:UTM  14      -  VERNPORT AZ MK                           033 00 47.9
 EM1049
 EM1049|---------------------------------------------------------------------|
 EM1049| PID    Reference Object                     Distance      Geod. Az  |
 EM1049|                                                           dddmmss.s |
 EM1049| EM1050 VERNPORT AZ MK                      484.711 METERS 0325115.4 |
 EM1049|---------------------------------------------------------------------|
 EM1049
 EM1049                          SUPERSEDED SURVEY CONTROL
 EM1049
 EM1049  ELLIP H (08/21/96)  354.31   (m)                       GP(       ) 5 2
 EM1049  NAD 83(1993)-  34 13 34.15120(N)    099 16 57.76230(W) AD(       ) 3
 EM1049  ELLIP H (02/16/96)  354.22   (m)                       GP(       ) 5 1
 EM1049  NAD 83(1993)-  34 13 34.15239(N)    099 16 57.76204(W) AD(       ) 3
 EM1049  NAD 83(1986)-  34 13 34.15609(N)    099 16 57.74747(W) AD(       ) 3
 EM1049  NAD 27      -  34 13 33.84148(N)    099 16 56.45753(W) AD(       ) 3
 EM1049  NGVD 29 (12/08/88)  381.9    (m)         1253.     (f) GPS OBS        
 EM1049
 EM1049.Superseded values are not recommended for survey control.
 EM1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1049.See file dsdata.txt to determine how the superseded data were derived.
 EM1049
 EM1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7396287268(NAD 83)
 EM1049_MARKER: I = METAL ROD
 EM1049_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1049_SP_SET: OBJECT DRIVEN INTO GROUND
 EM1049_STAMPING: VERNPORT 1988
 EM1049_MARK LOGO: NGS   
 EM1049_PROJECTION: FLUSH
 EM1049_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1049+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1994
 EM1049_ROD/PIPE-DEPTH: 1.50 meters
 EM1049_SLEEVE-DEPTH  : 0.90 meters
 EM1049
 EM1049  HISTORY     - Date     Condition        Report By
 EM1049  HISTORY     - 1988     MONUMENTED       NGS
 EM1049  HISTORY     - 19941228 GOOD             NGS
 EM1049
 EM1049                          STATION DESCRIPTION
 EM1049
 EM1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM1049'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 EM1049'NORTH OF VERNON, 0.5 KM (0.3 MI) WEST OF US HIGHWAY 283, AT THE
 EM1049'WILGARGER COUNTY AIRPORT.  IT IS IN THE MEDIAN BETWEEN A TAXIWAY
 EM1049'AND RUNWAY 2-20 AT THE JUNCTION OF A RAMP.
 EM1049'OWNERSHIP--WILBARGER COUNTY, WILBARGER COUNTY COURTHOUSE, VERNON TX
 EM1049'76380.  AIRPORT MANAGER IS CLOIS WOODARD, PHONE 817-552-2182.
 EM1049'
 EM1049'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 70, 183, 283
 EM1049'AND 287 ON THE NORTH SIDE OF VERNON, GO NORTH ON US HIGHWAY 283 FOR
 EM1049'7.7 KM (4.8 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND
 EM1049'GO WEST FOR 0.4 KM (0.25 MI) TO THE TARMAC ON THE RIGHT AT THE
 EM1049'NORTHEAST SIDE OF TERMINAL.  GO NORTHWEST ON TARMAC FOR 0.1 KM
 EM1049'(0.05 MI) TO A TAXIWAY.  TURN LEFT AND GO SOUTHWEST ON TAXIWAY FOR
 EM1049'0.2 KM (0.1 MI) TO A RAMP ON THE RIGHT.  TURN RIGHT AND GO
 EM1049'NORTHWEST FOR 0.1 KM (0.05 MI) TO THE RUNWAY AND THE STATION ON THE
 EM1049'RIGHT.
 EM1049'
 EM1049'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 EM1049'DRIVEN INTO THE GROUND 4.0 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 EM1049'IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE
 EM1049'WITH A LOGO CAP STAMPED---VERNPORT 1988---, THE ROD IS RECESSED 6
 EM1049'CM BELOW THE GROUND SURFACE.  LOCATED 25.3 METERS (83.0 FT)
 EM1049'SOUTHEAST FROM RUNWAY CENTER, 17.7 METERS (58.0 FT) NORTHEAST FROM
 EM1049'RAMP CENTER, 7.9 METERS (26.0 FT) EAST FROM LIGHT AT CURVED
 EM1049'PAVEMENT EDGE AND 5.8 METERS (19.0 FT) SOUTH FROM ARROW INDICATOR
 EM1049'BOX.
 EM1049'
 EM1049'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 EM1049'ROD DRIVEN INTO THE GROUND 3.4 METERS AND INSIDE A 1-INCH PVC PIPE
 EM1049'THAT IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC
 EM1049'PIPE WITH A LOGO CAP STAMPED---VERNPORT AZ MK 1988---, THE ROD IS
 EM1049'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 32.9 METERS (108.0
 EM1049'FT) SOUTHEAST FROM RUNWAY CENTER, 3.9 METERS (12.8 FT) WEST FROM
 EM1049'SOUTH LEG OF OUTER VASI LIGHT, 3.8 METERS (12.6 FT) SOUTH FROM WEST
 EM1049'LEG OF INNER VASI LIGHT AND 0.9 METER (3.0 FT) NORTHEAST FROM A
 EM1049'FIBERGLASS WITNESS POST.
 EM1049'
 EM1049'GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EM1049'
 EM1049'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM1049'
 EM1049'DESCRIBED BY D.A. BOWLING.
 EM1049
 EM1049                          STATION RECOVERY (1994)
 EM1049
 EM1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 EM1049'THE STATION IS LOCATED ABOUT 52.0 MI (83.7 KM) NORTHWEST OF WICHITA
 EM1049'FALLS, 5.0 MI (8.0 KM) SOUTH OF FARGO, 5.0 MI (8.0 KM) NORTH OF VERNON
 EM1049'AND AT THE WILBARGER COUNTY AIRPORT IN THE MEDIAN BETWEEN A TAXIWAY
 EM1049'AND RUNWAY 2/20.  OWNERSHIP---WILBARGER COUNTY, 12557 AIRPORT DRIVE,
 EM1049'VERNON, TX 76384.  AIRPORT MANAGER IS KENNETH MITSCHKE. PHONE, OFFICE
 EM1049'(817) 522-2182, RESIDENCE (817) 553-4161 OR VOICE PAGER 552-9682.  TO
 EM1049'REACH THE STATION FROM THE JUCTION OF US HIGHWAYS 283 AND 287 ON THE
 EM1049'NORTH SIDE OF VERNON, GO NORTH ON US HIGHWAY 283 FOR 4.8 MI (7.7 KM)
 EM1049'TO A ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.25 MI (0.40 KM) TO THE
 EM1049'PARKING RAMP ON THE RIGHT AT THE NORTHEAST SIDE OF THE TERMINAL
 EM1049'BUILDING.  GO NORTHWEST ON THE RAMP FOR 0.05 MI (0.08 KM) TO A
 EM1049'TAXIWAY.  TURN LEFT AND GO SOUTHWEST ON THE PARALLEL TAXIWAY FOR 0.1
 EM1049'MI (0.2 KM) TO A CONNECTOR TAXIWAY ON RIGHT.  TURN RIGHT AND GO
 EM1049'NORTHWEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 EM1049'STATION ON THE RIGHT.  THE STATION IS 84.0 FT (25.6 M) SOUTHEAST FROM
 EM1049'THE CENTERLINE OF RUNWAY, 58.0 FT (17.7 M) NORTHEAST FROM THE
 EM1049'CENTERLINE OF CONNECTOR TAXIWAY, 26.5 EAST FROM A LIGHT AT CURVED
 EM1049'PAVEMENT EDGE 19.0 FT (5.8 M) SOUTH FROM A ARROW INDICATOR LIGHT BOX
 EM1049'AND 2 FT (0.6 M) NORTH OF A WITNESS POST.  NOTE THIS STATION IS SELECT
 EM1049'AS A SACS.  ROD DEPTH IS UNKNOWN AT THIS TIME.  THE SLEEVE DEPTH DOES
 EM1049'NOT MEET CLASS CRITERIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM1050 ***********************************************************************
 EM1050  SACS        -  This is a Secondary Airport Control Station.
 EM1050  DESIGNATION -  VERNPORT AZ MK
 EM1050  PID         -  EM1050
 EM1050  STATE/COUNTY-  TX/WILBARGER
 EM1050  USGS QUAD   -  VERNON (1983)
 EM1050
 EM1050                         *CURRENT SURVEY CONTROL
 EM1050  ___________________________________________________________________
 EM1050* NAD 83(1993)-  34 13 47.36660(N)    099 16 47.48705(W)     ADJUSTED  
 EM1050* NAVD 88     -       382.91   (meters)    1256.3    (feet)  GPS OBS   
 EM1050  ___________________________________________________________________
 EM1050  X           -    -851,315.956 (meters)                     COMP
 EM1050  Y           -  -5,210,161.172 (meters)                     COMP
 EM1050  Z           -   3,567,752.113 (meters)                     COMP
 EM1050  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 EM1050  ELLIP HEIGHT-         354.57  (meters)          (02/27/01) GPS OBS
 EM1050  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EM1050
 EM1050  HORZ ORDER  -  FIRST
 EM1050  ELLP ORDER  -  FIFTH     CLASS II
 EM1050
 EM1050.This mark is at Wilbarger Co (F05) Airport (F05)
 EM1050
 EM1050.The horizontal coordinates were established by GPS observations
 EM1050.and adjusted by the National Geodetic Survey in August 1996..
 EM1050
 EM1050.The orthometric height was determined by GPS observations and a
 EM1050.high-resolution geoid model.
 EM1050
 EM1050.GPS derived orthometric heights for airport stations designated as
 EM1050.PACS or SACS are published to 2 decimal places.  This maintains
 EM1050.centimeter relative accuracy between the PACS and SACS.  It does
 EM1050.not indicate centimeter accuracy relative to other marks which are
 EM1050.part of the NAVD 88 network.
 EM1050
 EM1050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1050
 EM1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM1050
 EM1050.The ellipsoidal height was determined by GPS observations
 EM1050.and is referenced to NAD 83.
 EM1050
 EM1050.The geoid height was determined by GEOID03.
 EM1050
 EM1050;                    North         East     Units Scale Factor Converg.
 EM1050;SPC TXNC     - 2,284,517.949   528,142.263   MT  1.00008403   -0 25 31.2
 EM1050;SPC TXNC     - 7,495,122.64  1,732,746.74   sFT  1.00008403   -0 25 31.2
 EM1050;UTM  14      - 3,787,674.299   474,225.537   MT  0.99960819   -0 09 26.7
 EM1050
 EM1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1050!SPC TXNC     -   0.99994434  x   1.00008403  =   1.00002837
 EM1050!UTM  14      -   0.99994434  x   0.99960819  =   0.99955255
 EM1050
 EM1050:                Primary Azimuth Mark                     Grid Az
 EM1050:SPC TXNC     -  VERNPORT                                 213 16 52.3
 EM1050:UTM  14      -  VERNPORT                                 213 00 47.8
 EM1050
 EM1050|---------------------------------------------------------------------|
 EM1050| PID    Reference Object                     Distance      Geod. Az  |
 EM1050|                                                           dddmmss.s |
 EM1050| EM1049 VERNPORT                            484.711 METERS 2125121.1 |
 EM1050|---------------------------------------------------------------------|
 EM1050
 EM1050                          SUPERSEDED SURVEY CONTROL
 EM1050
 EM1050  ELLIP H (08/21/96)  354.63   (m)                       GP(       ) 5 2
 EM1050  NAD 83(1993)-  34 13 47.36564(N)    099 16 47.48717(W) AD(       ) 3
 EM1050  ELLIP H (02/16/96)  354.58   (m)                       GP(       ) 5 1
 EM1050  NAD 83(1993)-  34 13 47.36683(N)    099 16 47.48691(W) AD(       ) 3
 EM1050  NAD 83(1986)-  34 13 47.37051(N)    099 16 47.47233(W) AD(       ) 3
 EM1050  NAD 27      -  34 13 47.05609(N)    099 16 46.18262(W) AD(       ) 3
 EM1050  NGVD 29 (12/08/88)  382.2    (m)         1254.     (f) GPS OBS        
 EM1050
 EM1050.Superseded values are not recommended for survey control.
 EM1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1050.See file dsdata.txt to determine how the superseded data were derived.
 EM1050
 EM1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7422687674(NAD 83)
 EM1050_MARKER: I = METAL ROD
 EM1050_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1050_SP_SET: OBJECT DRIVEN INTO GROUND
 EM1050_STAMPING: VERNPORT AZ MK 1988
 EM1050_MARK LOGO: NGS   
 EM1050_PROJECTION: FLUSH
 EM1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1050+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1994
 EM1050_ROD/PIPE-DEPTH: 1.50 meters
 EM1050_SLEEVE-DEPTH  : 0.90 meters
 EM1050
 EM1050  HISTORY     - Date     Condition        Report By
 EM1050  HISTORY     - 1988     MONUMENTED       NGS
 EM1050  HISTORY     - 19941228 GOOD             NGS
 EM1050
 EM1050                          STATION DESCRIPTION
 EM1050
 EM1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM1050'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 EM1050'NORTH OF VERNON, 0.5 KM (0.3 MI) WEST OF US HIGHWAY 283 AND AT THE
 EM1050'WILBARGER COUNTY AIRPORT.
 EM1050'OWNERSHIP--WILBARGER COUNTY, WILBARGER COUNTY COURTHOUSE, VERNON,
 EM1050'TX 76380.  AIRPORT MANAGER IS CLOIS WOODARD, PHONE 817-552-2182.
 EM1050'
 EM1050'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 70, 183, 283
 EM1050'AND 287 ON THE NORTH SIDE OF VERNON, GO NORTH ON US HIGHWAY 283 FOR
 EM1050'7.7 KM (4.8 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND
 EM1050'GO WEST FOR 0.4 KM (0.25 MI) TO THE TARMAC ON THE RIGHT AT
 EM1050'NORTHEAST SIDE OF AIRPORT TERMINAL.  GO NORTHWEST ON TARMAC FOR 0.1
 EM1050'KM (0.05 MI) TO A TAXIWAY.  TURN RIGHT AND GO NORTHEAST ON TAXIWAY
 EM1050'FOR 0.3 KM (0.2 MI) TO THE MARK ON THE LEFT AT THE REAR VASI LIGHT.
 EM1050'
 EM1050'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 EM1050'DRIVEN INTO THE GROUND 3.4 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 EM1050'IS 3 FEET LONG FILLED WITH WITH GREASE AND ENCASED IN A 5-INCH PVC
 EM1050'PIPE WITH A LOGO CAP STAMPED---VERNPORT AZ MK 1988---, THE ROD IS
 EM1050'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 32.9 METERS (108.0
 EM1050'FT) SOUTHEAST FROM RUNWAY CENTER, 3.9 METERS (12.9 FT) WEST FROM
 EM1050'SOUTH LEG OF OUTER VASI LIGHT, 3.8 KM (12.6 FT) SOUTH FROM WEST LEG
 EM1050'OF INNER VASI LIGHT AND 0.9 METER (3.0 FT) NORTHEAST FROM A
 EM1050'FIBERGLASS WITNESS POST.
 EM1050'
 EM1050'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EM1050'
 EM1050'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM1050'
 EM1050'DESCRIBED BY D.A. BOWLING.
 EM1050
 EM1050                          STATION RECOVERY (1994)
 EM1050
 EM1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 EM1050'THE STATION IS LOCATED ABOUT 52.0 MI (83.7 KM) NORTHWEST OF WICHITA
 EM1050'FALLS, 5.0 MI (8.0 KM) SOUTH OF FARGO, 5.0 MI (8.0 KM) NORTH OF VERNON
 EM1050'AND AT THE WILBARGER COUNTY AIRPORT IN THE MEDIAN BETWEEN A TAXIWAY
 EM1050'AND RUNWAY 2/20.  OWNERSHIP---WILBARGER COUNTY, 12557 AIRPORT DRIVE,
 EM1050'VERNON, TX 76384.  AIRPORT MANAGER IS KENNETH MITSCHKE. PHONE, OFFICE
 EM1050'(817) 522-2182, RESIDENCE (817) 553-4161 OR VOICE PAGER 552-9682.  TO
 EM1050'REACH THE STATION FROM THE JUCTION OF US HIGHWAYS 283 AND 287 ON THE
 EM1050'NORTH SIDE OF VERNON, GO NORTH ON US HIGHWAY 283 FOR 4.8 MI (7.7 KM)
 EM1050'TO A ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.25 MI (0.40 KM) TO THE
 EM1050'PARKING RAMP ON THE RIGHT AT THE NORTHEAST SIDE OF THE TERMINAL
 EM1050'BUILDING.  GO NORTHWEST ON THE RAMP FOR 0.05 MI (0.08 KM) TO A
 EM1050'TAXIWAY.  TURN RIGHT AND GO NORTHEAST ON THE TAXIWAY FOR 0.2 MI (0.3
 EM1050'KM) TO THE MARK ON THE LEFT AT THE REAR VASI LIGHT. THE STATION IS
 EM1050'108.0 FT (32.9 M) SOUTHEAST FROM THE CENTERLINE OF RUNWAY, 12.9 FT
 EM1050'(3.9 M) WEST SOUTHWEST FROM THE SOUTH LEG OF THE OUTER VASI LIGHT,
 EM1050'12.6 FT (3.8 M) SOUTH FROM THE WEST LEG OF THE INNER VASI LIGHT, 6.O
 EM1050'FT SOUTHWEST OF THE SOUTHWEST EDGE OF THE VASI LIGHTS COMMON CONCRETE
 EM1050'BASE AND 2 FT (0.6 M) NORTH OF A WITNESS POST.  NOTE THIS STATION IS
 EM1050'SELECT AS A SACS STATION.  ROD DEPTH IS UNKNOWN AT THIS TIME.  SLEEVE
 EM1050'DEPTH DOES NOT MEET CLASS CRITERIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2789 ***********************************************************************
 CS2789  DESIGNATION -  VERSON MANUFACTURING CO TANK
 CS2789  PID         -  CS2789
 CS2789  STATE/COUNTY-  TX/DALLAS
 CS2789  USGS QUAD   -  HUTCHINS (1973)
 CS2789
 CS2789                         *CURRENT SURVEY CONTROL
 CS2789  ___________________________________________________________________
 CS2789* NAD 83(1993)-  32 42 21.74931(N)    096 44 53.98904(W)     ADJUSTED  
 CS2789* NAVD 88     -                                                        
 CS2789  ___________________________________________________________________
 CS2789  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 CS2789  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS2789
 CS2789  HORZ ORDER  -  THIRD
 CS2789
 CS2789.The horizontal coordinates were established by classical geodetic methods
 CS2789.and adjusted by the National Geodetic Survey in February 1996..
 CS2789
 CS2789
 CS2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2789
 CS2789.The geoid height was determined by GEOID03.
 CS2789
 CS2789;                    North         East     Units Scale Factor Converg.
 CS2789;SPC TXNC     - 2,116,625.367   764,214.287   MT  0.99989070   +0 57 19.3
 CS2789;SPC TXNC     - 6,944,295.06  2,507,259.71   sFT  0.99989070   +0 57 19.3
 CS2789;UTM  14      - 3,620,941.004   711,059.122   MT  1.00014931   +1 13 01.5
 CS2789
 CS2789                          SUPERSEDED SURVEY CONTROL
 CS2789
 CS2789  NAD 83(1986)-  32 42 21.75583(N)    096 44 53.97120(W) AD(       ) 4
 CS2789  NAD 27      -  32 42 21.28600(N)    096 44 52.97500(W) AD(       ) 3
 CS2789
 CS2789.Superseded values are not recommended for survey control.
 CS2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2789.See file dsdata.txt to determine how the superseded data were derived.
 CS2789
 CS2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1105920941(NAD 83)
 CS2789_MARKER: 51 = TANK
 CS2789
 CS2789  HISTORY     - Date     Condition        Report By
 CS2789  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2789  HISTORY     - 1958     GOOD             CGS
 CS2789  HISTORY     - 1985     GOOD             USPSQD
 CS2789
 CS2789                          STATION DESCRIPTION
 CS2789
 CS2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2789'THE STATION IS LOCATED ABOUT 8 AND 1/2 MILES SOUTH OF THE
 CS2789'CITY OF DALLAS, 100 YARDS EAST OF U.S. HIGHWAY 75 AND 50
 CS2789'FEET NORTH OF THE NORTH EDGE OF A BRICK BUILDING WHICH BELONGS
 CS2789'TO THE VERSON MANUFACTURING COMPANY.
 CS2789'
 CS2789'THE TANK IS OF STEEL CONSTRUCTION, 120 FEET HIGH, PAINTED SILVER
 CS2789'AND 40 FEET WIDE AT THE BASE.
 CS2789'
 CS2789'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2789'
 CS2789'TO REACH THE STATION FROM THE JUNCTION ON U.S. HIGHWAYS 75 AND
 CS2789'80 AND THE INTERSECTION OF COMMERCE AND LAMAR STREETS, GO
 CS2789'SOUTH ON U.S. HIGHWAY 75 FOR 8.3 MILES TO THE JUNCTION WITH
 CS2789'LOOP 12 AND THE STATION ON THE LEFT.
 CS2789
 CS2789                          STATION RECOVERY (1958)
 CS2789
 CS2789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2789'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2789
 CS2789                          STATION RECOVERY (1985)
 CS2789
 CS2789'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1152 ***********************************************************************
 CT1152  DESIGNATION -  VET
 CT1152  PID         -  CT1152
 CT1152  STATE/COUNTY-  TX/TAYLOR
 CT1152  USGS QUAD   -  MERKEL EAST (1984)
 CT1152
 CT1152                         *CURRENT SURVEY CONTROL
 CT1152  ___________________________________________________________________
 CT1152* NAD 83(1993)-  32 27 37.33627(N)    099 55 54.73387(W)     ADJUSTED  
 CT1152* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 CT1152  ___________________________________________________________________
 CT1152  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CT1152  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CT1152
 CT1152  HORZ ORDER  -  THIRD
 CT1152
 CT1152.The horizontal coordinates were established by classical geodetic methods
 CT1152.and adjusted by the National Geodetic Survey in February 1996..
 CT1152
 CT1152.The orthometric height was scaled from a topographic map.
 CT1152
 CT1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1152
 CT1152.The geoid height was determined by GEOID03.
 CT1152
 CT1152;                    North         East     Units Scale Factor Converg.
 CT1152;SPC TXNC     - 2,088,932.064   465,392.668   MT  0.99992549   -0 46 51.4
 CT1152;SPC TXNC     - 6,853,437.95  1,526,875.78   sFT  0.99992549   -0 46 51.4
 CT1152;UTM  14      - 3,591,848.496   412,420.840   MT  0.99969458   -0 30 00.7
 CT1152
 CT1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1152!SPC TXNC     -   0.99991811  x   0.99992549  =   0.99984361
 CT1152!UTM  14      -   0.99991811  x   0.99969458  =   0.99961272
 CT1152
 CT1152|---------------------------------------------------------------------|
 CT1152| PID    Reference Object                     Distance      Geod. Az  |
 CT1152|                                                           dddmmss.s |
 CT1152| CX8906 VET RM 2                             18.975 METERS 09143     |
 CT1152| CT1153 MERKEL MAGNOLIA PLINE CO MAST       APPROX. 6.0 KM 2152807.6 |
 CT1152| CU0923 MERKEL MUNICIPAL TANK               APPROX. 8.0 KM 2692925.5 |
 CT1152| CX8904 VET AZ MK                                          2732224.9 |
 CT1152| CU0924 MERKEL METHODIST CHURCH SPIRE       APPROX. 7.8 KM 2762425.4 |
 CT1152| CX8905 VET RM 1                             20.660 METERS 35515     |
 CT1152|---------------------------------------------------------------------|
 CT1152
 CT1152                          SUPERSEDED SURVEY CONTROL
 CT1152
 CT1152  NAD 83(1986)-  32 27 37.34258(N)    099 55 54.72218(W) AD(       ) 3
 CT1152  NAD 27      -  32 27 36.90420(N)    099 55 53.38530(W) AD(       ) 3
 CT1152
 CT1152.Superseded values are not recommended for survey control.
 CT1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1152.See file dsdata.txt to determine how the superseded data were derived.
 CT1152
 CT1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1242191848(NAD 83)
 CT1152_MARKER: DS = TRIANGULATION STATION DISK
 CT1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1152
 CT1152  HISTORY     - Date     Condition        Report By
 CT1152  HISTORY     - 1961     MONUMENTED       CGS
 CT1152  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT1152  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CT1152
 CT1152                          STATION DESCRIPTION
 CT1152
 CT1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1152'THE STATION IS APPROXIMATELY 9 MILES NORTHWEST OF VIEW, 4-1/2
 CT1152'MILES EAST OF MERKEL AND 4 MILES WEST OF TYE, ON THE NORTH
 CT1152'SIDE OF U.S. HIGHWAY 80, ON PROPERTY OWNED BY MR. BOOTH
 CT1152'WARREN.
 CT1152'
 CT1152'TO REACH THE STATION FROM THE OVERPASS AT THE NORTH SIDE OF TYE,
 CT1152'GO WEST ON U.S. HIGHWAY 80 FOR 3.55 MILE TO WELL LANE EXIT
 CT1152'ON THE RIGHT.  BEAR RIGHT, CONTINUE WEST ON THE NORTH SERVICE
 CT1152'ROAD 0.95 MILE TO THE STATION ON THE RIGHT.
 CT1152'
 CT1152'STATION MARKS ARE STANDARD DISKS STAMPED VET 1961.  THE SURFACE
 CT1152'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CT1152'IT IS 45 FEET EAST OF A POWER POLE, 43 FEET NORTH OF THE
 CT1152'CENTER OF THE SERVICE ROAD, 16 FEET NORTH OF A FENCE AND 2.5
 CT1152'FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 CT1152'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW
 CT1152'THE SURFACE OF THE GROUND.
 CT1152'
 CT1152'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED VET NO. 1 1961,
 CT1152'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CT1152'IT IS 50.5 FEET NORTH OF THE CENTER OF THE SERVICE ROAD AND
 CT1152'25 FEET NORTH OF THE FENCE.
 CT1152'
 CT1152'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED VET NO. 2 1961,
 CT1152'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 CT1152'IT IS 77 FEET NORTH OF THE FENCE AND 73.5 FEET NORTHEAST OF
 CT1152'THE POWER POLE.
 CT1152'
 CT1152'AZIMUTH MARK, A STANDARD DISK STAMPED VET 1961, IS SET IN
 CT1152'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 81
 CT1152'FEET SOUTH OF THE CENTER OF THE SOUTH SERVICE ROAD, 42.5
 CT1152'FEET SOUTHWEST OF A POWER POLE, 30.5 FEET NORTH OF THE NORTH
 CT1152'RAIL OF THE RAILROAD TRACKS AND 2 FEET EAST OF A TELEPHONE
 CT1152'POLE.
 CT1152'
 CT1152'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 CT1152'NORTH SERVICE ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT
 CT1152'ON THE RAILROAD RIGHT-OF-WAY.
 CT1152'
 CT1152'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT1152
 CT1152                          STATION RECOVERY (1982)
 CT1152
 CT1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CT1152'THE STATION, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WERE NOT
 CT1152'RECOVERED, THIS LOCATION IS NOW PART OF INTERSTATE HIGHWAY 20.
 CT1152
 CT1152                          STATION RECOVERY (1994)
 CT1152
 CT1152'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0527 ***********************************************************************
 BO0527  DESIGNATION -  VIC
 BO0527  PID         -  BO0527
 BO0527  STATE/COUNTY-  TX/CROCKETT
 BO0527  USGS QUAD   -  HARRELL CANYON (1982)
 BO0527
 BO0527                         *CURRENT SURVEY CONTROL
 BO0527  ___________________________________________________________________
 BO0527* NAD 83(1993)-  30 29 48.15119(N)    101 14 09.36820(W)     ADJUSTED  
 BO0527* NAVD 88     -       744.     (meters)    2441.     (feet)  SCALED    
 BO0527  ___________________________________________________________________
 BO0527  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BO0527  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 BO0527
 BO0527  HORZ ORDER  -  SECOND
 BO0527
 BO0527.The horizontal coordinates were established by classical geodetic methods
 BO0527.and adjusted by the National Geodetic Survey in February 1996..
 BO0527
 BO0527.The orthometric height was scaled from a topographic map.
 BO0527
 BO0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0527
 BO0527.The geoid height was determined by GEOID03.
 BO0527
 BO0527;                    North         East     Units Scale Factor Converg.
 BO0527;SPC TX C     - 3,092,366.517   613,356.091   MT  0.99992027   -0 27 53.6
 BO0527;SPC TX C     -10,145,539.15  2,012,319.11   sFT  0.99992027   -0 27 53.6
 BO0527;UTM  14      - 3,375,952.433   285,404.606   MT  1.00016814   -1 08 06.5
 BO0527
 BO0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0527!SPC TX C     -   0.99988688  x   0.99992027  =   0.99980716
 BO0527!UTM  14      -   0.99988688  x   1.00016814  =   1.00005500
 BO0527
 BO0527:                Primary Azimuth Mark                     Grid Az
 BO0527:SPC TX C     -  VIC AZ MK                                163 21 20.7
 BO0527:UTM  14      -  VIC AZ MK                                164 01 33.6
 BO0527
 BO0527|---------------------------------------------------------------------|
 BO0527| PID    Reference Object                     Distance      Geod. Az  |
 BO0527|                                                           dddmmss.s |
 BO0527| CH9834 VIC AZ MK                                          1625327.1 |
 BO0527| CH9835 VIC RM 1                             16.581 METERS 26723     |
 BO0527| CH9836 VIC RM 2                             13.717 METERS 35422     |
 BO0527|---------------------------------------------------------------------|
 BO0527
 BO0527                          SUPERSEDED SURVEY CONTROL
 BO0527
 BO0527  NAD 83(1986)-  30 29 48.15480(N)    101 14 09.35996(W) AD(       ) 2
 BO0527  NAD 27      -  30 29 47.51400(N)    101 14 07.96400(W) AD(       ) 2
 BO0527
 BO0527.Superseded values are not recommended for survey control.
 BO0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0527.See file dsdata.txt to determine how the superseded data were derived.
 BO0527
 BO0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU8540575952(NAD 83)
 BO0527_MARKER: DS = TRIANGULATION STATION DISK
 BO0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0527_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0527
 BO0527  HISTORY     - Date     Condition        Report By
 BO0527  HISTORY     - 1944     MONUMENTED       CGS
 BO0527  HISTORY     - 1949     GOOD             LOCENG
 BO0527
 BO0527                          STATION DESCRIPTION
 BO0527
 BO0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0527'STATION IS LOCATED 15 MILES (AIR LINE) SSW OF OZONA, 15 MILES N
 BO0527'OF THE CROCKETT-VAL VERDE COUNTY LINE, AND ABOUT ONE MILE W OF THE
 BO0527'BERT MERTZ CANYON, ON PROPERTY OWNED BY MR. VIC PIERCE.  IT IS ON
 BO0527'A BRUSHY RIDGE 69 FEET NE OF A GREEN BOARD GATE, 45 FEET N OF
 BO0527'A TRACK ROAD, 45 FEET E OF A FENCELINE, AND 6 FEET W OF A 4- BY
 BO0527'4-INCH WOODEN WITNESS POST.
 BO0527'
 BO0527'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE CYLINDER
 BO0527'THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BO0527'VIC 1944.  UNDERGROUND MARK IS 26 IN. UNDERGROUND.
 BO0527'
 BO0527'REFERENCE MARK 1 IS 1 FOOT E OF A FENCE.  IT IS A BRONZE REFERENCE
 BO0527'DISK SET IN A SQUARE-TOPPED CONCRETE POST THAT PROJECTS ABOUT
 BO0527'1 INCH ABOVE THE GROUND.  IT IS STAMPED VIC NO 1 1944.
 BO0527'
 BO0527'REFERENCE MARK 2 IS 36 FEET E OF FENCE.  IT IS A BRONZE REFERENCE
 BO0527'DISK SET IN A SQUARE-TOPPED CONCRETE POST THAT PROJECTS ABOUT 3
 BO0527'INCHES ABOVE THE GROUND.  IT IS STAMPED VIC NO 2 1944.
 BO0527'
 BO0527'AZIMUTH MARK IS ON A LOW BRUSH-COVERED RIDGE.  IT IS A BRONZE
 BO0527'AZIMUTH DISK SET IN A SQUARE-TOPPED CONCRETE POST THAT PROJECTS
 BO0527'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS SET 4 FEET NNE OF A
 BO0527'4- BY 4-INCH WOODEN WITNESS POST.  IT IS STAMPED VIC 1944.
 BO0527'
 BO0527'TO REACH STATION FROM THE COURTHOUSE SQUARE IN OZONA, GO S ON
 BO0527'STATE HIGHWAY 163 FOR 14.7 MILES TO FORKS WITH GRAVEL ROAD AT
 BO0527'CURVE TO LEFT.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 6.0
 BO0527'MILES TO A DIRT ROAD ON RIGHT.  TURN RIGHT, PASSING THROUGH CATTLE
 BO0527'GUARD, AND GO W FOR 3.0 MILES TO A RANCH HOUSE.  KEEP TO RIGHT
 BO0527'OF RANCH HOUSE, PASSING THROUGH TWO BUMPER GATES, THENCE UP
 BO0527'STEEP POINT OF RIDGE, FOLLOWING MAIN-TRAVELED ROAD, FOR 1.2
 BO0527'MILES TO FORKS.  TAKE RIGHT FORK AND GO N FOR 2.4 MILES TO A
 BO0527'T-INTERSECTION.  TURN RIGHT AND GO E 0.8 MILE TO A GREEN BOARD
 BO0527'GATE, PASS THROUGH GATE, TAKE LEFT FORK AND CONTINUE 0.1 MILE
 BO0527'TO ANOTHER GATE.  PASS THROUGH GATE TO STATION ON LEFT.
 BO0527'
 BO0527'HEIGHT OF LIGHT ABOVE STATION MARK - 17 METERS.
 BO0527
 BO0527                          STATION RECOVERY (1949)
 BO0527
 BO0527'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0527'LETTER OF MR. F.D. TOTZKE, MAGNOLIC PETROLEUM CO., ELDORADO,
 BO0527'TEXAS, DATED 8/8/49--
 BO0527'
 BO0527'THE CONDITION OF THIS STATION AND REFERENCE MARKS WAS VERY GOOD.
 BO0527'AZIMUTH MARK WAS VISITED.  DESCRIPTION FOR REACHING STATION
 BO0527'ACCURATE, BUT IT IS NOT THE EASIEST MEANS OF REACHING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1010 ***********************************************************************
 CU1010  DESIGNATION -  VICARY
 CU1010  PID         -  CU1010
 CU1010  STATE/COUNTY-  TX/SCURRY
 CU1010  USGS QUAD   -  INADALE NW (1969)
 CU1010
 CU1010                         *CURRENT SURVEY CONTROL
 CU1010  ___________________________________________________________________
 CU1010* NAD 83(1993)-  32 41 23.27923(N)    100 43 29.54096(W)     ADJUSTED  
 CU1010* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 CU1010  ___________________________________________________________________
 CU1010  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 CU1010  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CU1010
 CU1010  HORZ ORDER  -  SECOND
 CU1010
 CU1010.The horizontal coordinates were established by classical geodetic methods
 CU1010.and adjusted by the National Geodetic Survey in February 1996..
 CU1010
 CU1010.The orthometric height was scaled from a topographic map.
 CU1010
 CU1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1010
 CU1010.The geoid height was determined by GEOID03.
 CU1010
 CU1010;                    North         East     Units Scale Factor Converg.
 CU1010;SPC TXNC     - 2,115,664.360   391,392.023   MT  0.99989244   -1 12 48.4
 CU1010;SPC TXNC     - 6,941,142.15  1,284,092.00   sFT  0.99989244   -1 12 48.4
 CU1010;UTM  14      - 3,618,213.794   338,297.864   MT  0.99992243   -0 55 54.4
 CU1010
 CU1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1010!SPC TXNC     -   0.99988883  x   0.99989244  =   0.99978128
 CU1010!UTM  14      -   0.99988883  x   0.99992243  =   0.99981127
 CU1010
 CU1010|---------------------------------------------------------------------|
 CU1010| PID    Reference Object                     Distance      Geod. Az  |
 CU1010|                                                           dddmmss.s |
 CU1010| CX8908 VICARY RM 1                          13.797 METERS 16714     |
 CU1010| CX8907 VICARY AZ MK                                       2140341.8 |
 CU1010| CX8909 VICARY RM 2                          15.090 METERS 26844     |
 CU1010| CU1014 CAMP SPRINGS ATT MICROWAVE          APPROX. 7.9 KM 3150508.9 |
 CU1010|---------------------------------------------------------------------|
 CU1010
 CU1010                          SUPERSEDED SURVEY CONTROL
 CU1010
 CU1010  NAD 83(1986)-  32 41 23.28437(N)    100 43 29.53191(W) AD(       ) 2
 CU1010  NAD 27      -  32 41 22.88938(N)    100 43 28.12263(W) AD(       ) 2
 CU1010
 CU1010.Superseded values are not recommended for survey control.
 CU1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1010.See file dsdata.txt to determine how the superseded data were derived.
 CU1010
 CU1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3829818214(NAD 83)
 CU1010_MARKER: DS = TRIANGULATION STATION DISK
 CU1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1010
 CU1010  HISTORY     - Date     Condition        Report By
 CU1010  HISTORY     - 1968     MONUMENTED       CGS
 CU1010
 CU1010                          STATION DESCRIPTION
 CU1010
 CU1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1010'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF SNYDER,
 CU1010'4 MILES NORTHEAST OF HERMLEIGH, 1-1/2 MILES SOUTH OF U.S. HIGHWAY
 CU1010'180, ON TOP OF A LOW EAST-WEST RIDGE WHICH DROPS OFF SHARPLY TO
 CU1010'THE NORTH AND ON LAND OWNED BY MR. GEORGE VICARY.
 CU1010'
 CU1010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 180, 84
 CU1010'BUSINESS AND STATE HIGHWAY 208 AT THE EAST EDGE OF SNYDER, GO EAST
 CU1010'ON U.S. HIGHWAY 180 FOR 0.65 MILE TO AN OVERPASS, CONTINUE EAST
 CU1010'ON U.S. HIGHWAY 180 FOR 5.1 MILES TO A SIDE ROAD RIGHT.  (FARM
 CU1010'ROAD 644) TURN RIGHT AND GO SOUTH ON FARM ROAD 644 FOR 3.0 MILES
 CU1010'TO A CROSSROAD, TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 2.0
 CU1010'MILES TO A SIDE ROAD RIGHT, CONTINUE EAST FOR 0.5 MILE TO A
 CU1010'SIDE ROAD LEFT AT A SIGN AMERICAN TRADING AND PRODUCTION
 CU1010'COMPANY, TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.5
 CU1010'MILE TO A FENCE CORNER AND A GATE ON THE RIGHT, PASS THROUGH THE
 CU1010'GATE AND GO EAST ON A TRACK ROAD ALONG THE NORTH SIDE OF A FENCE
 CU1010'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST
 CU1010'FOR 0.1 MILE TO A FENCE CORNER, TURN LEFT AND GO NORTH
 CU1010'FOR ABOUT 75 FEET TO A GATE ON THE RIGHT, PASS THROUGH THE
 CU1010'GATE AND FOLLOW A DIM TRACK ROAD NORTHEAST FOR 0.3 MILE TO
 CU1010'THE TOP OF THE RIDGE AND THE STATION.
 CU1010'
 CU1010'THE STATION MARK IS A STANDARD DISK STAMPED VICARY 1968, SET
 CU1010'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 CU1010'IS ABOUT 60 FEET SOUTH OF WHERE THE RIDGE DROPS OFF SHARPLY TO
 CU1010'THE NORTH.
 CU1010'
 CU1010'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VICARY NO 1 1968,
 CU1010'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 CU1010'IS ABOUT 100 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE.
 CU1010'
 CU1010'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VICARY NO 2 1968,
 CU1010'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 CU1010'IS ABOUT 63 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE.
 CU1010'
 CU1010'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VICARY 1968, SET
 CU1010'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 CU1010'IS 15.0 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 1.9 FEET NORTH
 CU1010'OF A FENCE AND 1.9 FEET NORTH OF A WITNESS POST.
 CU1010'
 CU1010'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 73.44 FEET OR
 CU1010'22.386 METERS.
 CU1010'
 CU1010'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0857 ***********************************************************************
 CB0857  DESIGNATION -  VICK
 CB0857  PID         -  CB0857
 CB0857  STATE/COUNTY-  TX/TOM GREEN
 CB0857  USGS QUAD   -  VICK (1984)
 CB0857
 CB0857                         *CURRENT SURVEY CONTROL
 CB0857  ___________________________________________________________________
 CB0857* NAD 83(1993)-  31 20 30.94940(N)    100 07 16.16156(W)     ADJUSTED  
 CB0857* NAVD 88     -       569.2    (meters)    1867.     (feet)  VERTCON   
 CB0857  ___________________________________________________________________
 CB0857  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CB0857  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0857
 CB0857  HORZ ORDER  -  SECOND
 CB0857
 CB0857.The horizontal coordinates were established by classical geodetic methods
 CB0857.and adjusted by the National Geodetic Survey in February 1996..
 CB0857
 CB0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0857
 CB0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0857
 CB0857.The geoid height was determined by GEOID03.
 CB0857
 CB0857;                    North         East     Units Scale Factor Converg.
 CB0857;SPC TX C     - 3,185,732.233   720,189.131   MT  0.99989934   +0 06 33.4
 CB0857;SPC TX C     -10,451,856.50  2,362,820.51   sFT  0.99989934   +0 06 33.4
 CB0857;UTM  14      - 3,468,040.215   393,348.319   MT  0.99974030   -0 34 59.6
 CB0857
 CB0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0857!SPC TX C     -   0.99991440  x   0.99989934  =   0.99981375
 CB0857!UTM  14      -   0.99991440  x   0.99974030  =   0.99965472
 CB0857
 CB0857|---------------------------------------------------------------------|
 CB0857| PID    Reference Object                     Distance      Geod. Az  |
 CB0857|                                                           dddmmss.s |
 CB0857| CV5699 VICK RM 1                            29.720 METERS 00252     |
 CB0857| CB0855 TANK                                APPROX. 8.4 KM 1435023.7 |
 CB0857| CV5700 VICK RM 2                            14.558 METERS 27039     |
 CB0857|---------------------------------------------------------------------|
 CB0857
 CB0857                          SUPERSEDED SURVEY CONTROL
 CB0857
 CB0857  NAD 83(1986)-  31 20 30.95628(N)    100 07 16.14716(W) AD(       ) 2
 CB0857  NAD 27      -  31 20 30.37009(N)    100 07 14.85529(W) AD(       ) 2
 CB0857  NGVD 29 (07/19/86)  569.1    (m)         1867.     (f) VERT ANG       
 CB0857
 CB0857.Superseded values are not recommended for survey control.
 CB0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0857.See file dsdata.txt to determine how the superseded data were derived.
 CB0857
 CB0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9334868040(NAD 83)
 CB0857_MARKER: DS = TRIANGULATION STATION DISK
 CB0857_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0857+WITH SETTING: INFORMATION.
 CB0857_SP_SET: PREFABRICATED CONCRETE POST
 CB0857
 CB0857  HISTORY     - Date     Condition        Report By
 CB0857  HISTORY     - 1967     MONUMENTED       USGS
 CB0857  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0857
 CB0857                          STATION DESCRIPTION
 CB0857
 CB0857'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IB)
 CB0857'THE STATION IS LOCATED 3.8 MILES SOUTH AND 2.0 MILES WEST OF
 CB0857'EOLA, ABOUT 1.7 MILES WEST OF VICK VILLAGE, 48.5 FEET SOUTH
 CB0857'OF U.S. HIGHWAY 87 AND 4.5 FEET WEST OF A WITNESS SIGN.
 CB0857'
 CB0857'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 CB0857'AND FARM ROAD 381 IN VICK, GO 1.7 MILES WEST ON U.S. HIGHWAY
 CB0857'87 TO THE STATION SITE ON THE LEFT.
 CB0857'
 CB0857'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CB0857'STEEL ROD DRIVEN TO POINT OF REFUSAL (9.0 FEET), CENTERED
 CB0857'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CB0857'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CB0857'VICK ET 1967.
 CB0857'
 CB0857'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CB0857'CRIMPED TO A COPPER COATED STEEL ROD, DRIVEN TO POINT OF
 CB0857'REFUSAL (7.5 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC
 CB0857'CASING 12 INCHES LONG, FILLED WITH GRAVEL.  49 FEET NORTH OF
 CB0857'THE HIGHWAY AND 0.8 FOOT SOUTH OF A WITNESS SIGN.  THE TABLET
 CB0857'IS SET FLUSH WITH GROUND AND STAMPED NO 1 VICK ET 1967.
 CB0857'
 CB0857'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CB0857'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL
 CB0857'(7.5 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12
 CB0857'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH
 CB0857'WITH GROUND AND STAMPED NO 2 VICK ET 1967.
 CB0857'
 CB0857'DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED.
 CB0857'
 CB0857'USGS TRIANGULATION STATION TANK 1955-2042-ET 1967, 5.2 MILES
 CB0857'SOUTHEAST, IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 CB0857'AZIMUTH MARK.
 CB0857
 CB0857                          STATION RECOVERY (1981)
 CB0857
 CB0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0857'THE STATION, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WERE NOT
 CB0857'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2054 ***********************************************************************
 AN2054  DESIGNATION -  VICTORIA
 AN2054  PID         -  AN2054
 AN2054  STATE/COUNTY-  TX/VICTORIA
 AN2054  USGS QUAD   -  VICTORIA WEST (1987)
 AN2054
 AN2054                         *CURRENT SURVEY CONTROL
 AN2054  ___________________________________________________________________
 AN2054* NAD 83(1993)-  28 48 52.80466(N)    097 00 15.30222(W)     ADJUSTED  
 AN2054* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 AN2054  ___________________________________________________________________
 AN2054  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AN2054  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN2054
 AN2054  HORZ ORDER  -  FIRST
 AN2054
 AN2054.The horizontal coordinates were established by classical geodetic methods
 AN2054.and adjusted by the National Geodetic Survey in February 1996..
 AN2054
 AN2054.The orthometric height was scaled from a topographic map.
 AN2054
 AN2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2054
 AN2054.The geoid height was determined by GEOID03.
 AN2054
 AN2054;                    North         East     Units Scale Factor Converg.
 AN2054;SPC TXSC     - 4,110,421.342   794,781.386   MT  0.99990417   +0 58 39.9
 AN2054;SPC TXSC     -13,485,607.35  2,607,545.26   sFT  0.99990417   +0 58 39.9
 AN2054;UTM  14      - 3,189,087.920   694,752.823   MT  1.00006808   +0 57 44.0
 AN2054
 AN2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2054!SPC TXSC     -   0.99999944  x   0.99990417  =   0.99990361
 AN2054!UTM  14      -   0.99999944  x   1.00006808  =   1.00006752
 AN2054
 AN2054|---------------------------------------------------------------------|
 AN2054| PID    Reference Object                     Distance      Geod. Az  |
 AN2054|                                                           dddmmss.s |
 AN2054| CV5703 VICTORIA RM 2                        30.327 METERS 04029     |
 AN2054| AN2055 VICTORIA MAGNETIC STATION 1943       71.804 METERS 06248     |
 AN2054| AN2369 VICTORIA EAST MUNICIPAL TANK        APPROX. 1.8 KM 1374521.1 |
 AN2054| AN2058 VICTORIA CO COURTHOUSE SPIRE        APPROX. 1.7 KM 1895349.4 |
 AN2054| CV5702 VICTORIA RM 1                        24.440 METERS 19043     |
 AN2054| AN2059 VICTORIA CENTRAL P L CO STK         APPROX. 2.8 KM 1922726.3 |
 AN2054| AN2060 VICTORIA WEST MUNICIPAL TANK        APPROX. 1.4 KM 2175156.7 |
 AN2054| AN2057 VICTORIA KVIC RADIO TOWER           APPROX. 1.6 KM 3433736.5 |
 AN2054| CV5701 VICTORIA AZ MK                                     3453925.2 |
 AN2054|---------------------------------------------------------------------|
 AN2054
 AN2054                          SUPERSEDED SURVEY CONTROL
 AN2054
 AN2054  NAD 83(1986)-  28 48 52.81390(N)    097 00 15.28754(W) AD(       ) 1
 AN2054  NAD 27      -  28 48 51.85000(N)    097 00 14.33300(W) AD(       ) 1
 AN2054
 AN2054.Superseded values are not recommended for survey control.
 AN2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2054.See file dsdata.txt to determine how the superseded data were derived.
 AN2054
 AN2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9475389088(NAD 83)
 AN2054_MARKER: DS = TRIANGULATION STATION DISK
 AN2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2054+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 AN2054
 AN2054  HISTORY     - Date     Condition        Report By
 AN2054  HISTORY     - 1943     MONUMENTED       CGS
 AN2054  HISTORY     - 1963     GOOD             CGS
 AN2054  HISTORY     - 19910428 GOOD             USPSQD
 AN2054  HISTORY     - 20020913 GOOD             USPSQD
 AN2054  HISTORY     - 20060811 GOOD             USPSQD
 AN2054
 AN2054                          STATION DESCRIPTION
 AN2054
 AN2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2054'THE STATION IS LOCATED ABOUT 1.0 MILE N OF THE CENTER OF TOWN,
 AN2054'ON PROPERTY OF THE ST. JOSEPHS SCHOOL.  IT IS ABOUT 300 FEET
 AN2054'E OF THE CENTER OF U.S. HIGHWAY 77, 40 FEET E OF THE RAILROAD
 AN2054'TRACKS, 50 FEET N OF THE N END OF THE BOARD FENCE ON W SIDE
 AN2054'OF THE SCHOOLYARD, AND 15 FEET S OF THE STEEL RAIL OF THE
 AN2054'RAILROAD RIGHT-OF-WAY.  THE DISK IS STAMPED VICTORIA 1943, AND
 AN2054'IS SET FLUSH WITH THE GROUND.
 AN2054'
 AN2054'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AN2054'DISKS SET IN CONCRETE.
 AN2054'
 AN2054'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 1 FOOT E OF THE
 AN2054'BOARD FENCE ON W SIDE OF THE SCHOOLYARD.  THE DISK IS STAMPED
 AN2054'VICTORIA NO. 1 1943, AND PROJECTS 2 INCHES.
 AN2054'
 AN2054'REFERENCE MARK NO. 2 IS NE OF THE STATION, 1 FOOT W OF A
 AN2054'TELEPHONE POLE, AND 20 FEET N OF THE DIRT STREET.  THE DISK
 AN2054'IS STAMPED VICTORIA NO. 2, 1943, AND PROJECTS 2 INCHES.
 AN2054'
 AN2054'THE AZIMUTH MARK IS ABOUT 0.55 MILE N OF THE STATION, 50 FEET
 AN2054'E OF THE CENTER OF U.S. HIGHWAY 77, 10 FEET S OF THE FIRE
 AN2054'PLUG IN SE CORNER OF THE INTERSECTION OF YUPON STREET, AND
 AN2054'HIGHWAY 77.  THE DISK IS STAMPED VICTORIA 1943, AND PROJECTS 2
 AN2054'INCHES.  TO REACH FROM THE STATION, GO N ON U.S. HIGHWAY
 AN2054'77 FOR 0.55 MILE TO YUPON STREET, AND MARK ON THE RIGHT.
 AN2054'
 AN2054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59,
 AN2054'77, AND 87 IN THE N EDGE OF TOWN, GO N ON U.S. HIGHWAY 77
 AN2054'FOR 0.55 MILE TO CROSS STREETS AT THE SW CORNER OF THE SCHOOLYARD.
 AN2054'TURN RIGHT AND GO E ONPAVED STREET FOR 0.15 MILE TO CROSS STREET.
 AN2054'TURN LEFT AND GO N FOR 0.1 MILE TO CROSS STREETS.  TURN LEFT
 AN2054'AND GO W FOR 0.15 MILE TO THE END OF THE STREET AT THE RAILROAD
 AN2054'TRACKS, AND STATION ON THE LEFT.
 AN2054'
 AN2054'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AN2054'
 AN2054'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AN2054
 AN2054                          STATION RECOVERY (1963)
 AN2054
 AN2054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2054'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  FROM
 AN2054'INTERSECTION OF U.S. 59 (RIO GRANDE STREET) AND U.S. 87 (NORTH
 AN2054'MAIN STREET) IN VICTORIA PROCEED NORTHERLY TO INTERSECTION
 AN2054'OF U.S. 87 AND RED RIVER STREET.  TURN RIGHT PROCEEDING EASTERLY
 AN2054'TO INTERSECTION OF RED RIVER STREET AND NORTH DE LEON STREET.
 AN2054'TURN LEFT PROCEEDING NORTHERLY TO INTERSECTION OF NORTH DE LEON
 AN2054'STREET AND EAST PARK AVENUE.  TURN LEFT PROCEEDING WESTERLY
 AN2054'TO DEAD END.  THE STATION IS LOCATED 28.8 FEET SOUTH OF THE
 AN2054'SOUTH CURB, AND 1 FOOT WEST OF A STEEL CHAIN LINK FENCE,
 AN2054'OF WHICH IS THE WESTERN LIMIT OF ST. JOSEPHS SCHOOL YARD.
 AN2054
 AN2054                          STATION RECOVERY (1991)
 AN2054
 AN2054'RECOVERY NOTE BY US POWER SQUADRON 1991 (JSC)
 AN2054'RECOVERED IN GOOD CONDITION.
 AN2054
 AN2054                          STATION RECOVERY (2002)
 AN2054
 AN2054'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN2054'RECOVERED IN GOOD CONDITION.
 AN2054
 AN2054                          STATION RECOVERY (2006)
 AN2054
 AN2054'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AN2054'A NEARBY TREE NOW MAKES THIS STATION ONLY MARGINALLY GPSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2059 ***********************************************************************
 AN2059  DESIGNATION -  VICTORIA CENTRAL P L CO STK
 AN2059  PID         -  AN2059
 AN2059  STATE/COUNTY-  TX/VICTORIA
 AN2059  USGS QUAD   -  VICTORIA WEST (1987)
 AN2059
 AN2059                         *CURRENT SURVEY CONTROL
 AN2059  ___________________________________________________________________
 AN2059* NAD 83(1993)-  28 47 22.86285(N)    097 00 37.85706(W)     ADJUSTED  
 AN2059* NAVD 88     -                                                        
 AN2059  ___________________________________________________________________
 AN2059  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AN2059  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN2059
 AN2059  HORZ ORDER  -  THIRD
 AN2059
 AN2059.The horizontal coordinates were established by classical geodetic methods
 AN2059.and adjusted by the National Geodetic Survey in February 1996..
 AN2059
 AN2059
 AN2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2059
 AN2059.The geoid height was determined by GEOID03.
 AN2059
 AN2059;                    North         East     Units Scale Factor Converg.
 AN2059;SPC TXSC     - 4,107,642.562   794,217.067   MT  0.99990819   +0 58 28.8
 AN2059;SPC TXSC     -13,476,490.64  2,605,693.83   sFT  0.99990819   +0 58 28.8
 AN2059;UTM  14      - 3,186,308.851   694,187.643   MT  1.00006537   +0 57 30.3
 AN2059
 AN2059                          SUPERSEDED SURVEY CONTROL
 AN2059
 AN2059  NAD 83(1986)-  28 47 22.87197(N)    097 00 37.84216(W) AD(       ) 4
 AN2059  NAD 27      -  28 47 21.90500(N)    097 00 36.88900(W) AD(       ) 3
 AN2059
 AN2059.Superseded values are not recommended for survey control.
 AN2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2059.See file dsdata.txt to determine how the superseded data were derived.
 AN2059
 AN2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9418886309(NAD 83)
 AN2059_MARKER: 63 = STACK
 AN2059
 AN2059  HISTORY     - Date     Condition        Report By
 AN2059  HISTORY     - 1943     FIRST OBSERVED   CGS
 AN2059  HISTORY     - 1952     GOOD             CGS
 AN2059  HISTORY     - 1959     GOOD             CGS
 AN2059  HISTORY     - 1964     GOOD             CGS
 AN2059  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN2059
 AN2059                          STATION DESCRIPTION
 AN2059
 AN2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2059'THIS INTERSECTION STATION IS THE TALL CONCRETE STACK OF THE
 AN2059'CENTRAL POWER AND LIGHT COMPANY, LOCATED ABOUT 0.6 MILE S OF
 AN2059'THE COURTHOUSE, ON THE S END OF MAIN STREET AT THE COMPANYS
 AN2059'PLANT.  IT IS AN ALL CONCRETE STRUCTURE ABOUT 150 FEET HIGH, AND
 AN2059'ABOUT 20 FEET IN DIAMETER.  POINT OBSERVED UPON, THE CENTER
 AN2059'OF THE TOP OF THE STACK.
 AN2059
 AN2059                          STATION RECOVERY (1952)
 AN2059
 AN2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2059'LOCATED 75 FEET WEST OF RAILROAD TRACKS, 25 FEET SOUTH OF A
 AN2059'WATER TANK, AND AT THE EAST END OF A BUILDING.  IT IS A
 AN2059'CONCRETE STRUCTURE 170 FEET HIGH.  POINT OBSERVED UPON, THE
 AN2059'TOP-CENTER.
 AN2059
 AN2059                          STATION RECOVERY (1959)
 AN2059
 AN2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 AN2059'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION
 AN2059'ADEQUATE AND CORRECT.
 AN2059
 AN2059                          STATION RECOVERY (1964)
 AN2059
 AN2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AN2059'RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.S.C., 1952.
 AN2059
 AN2059                          STATION RECOVERY (1991)
 AN2059
 AN2059'RECOVERY NOTE BY US POWER SQUADRON 1991 (JSC)
 AN2059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2058 ***********************************************************************
 AN2058  DESIGNATION -  VICTORIA CO COURTHOUSE SPIRE
 AN2058  PID         -  AN2058
 AN2058  STATE/COUNTY-  TX/VICTORIA
 AN2058  USGS QUAD   -  VICTORIA WEST (1987)
 AN2058
 AN2058                         *CURRENT SURVEY CONTROL
 AN2058  ___________________________________________________________________
 AN2058* NAD 83(1993)-  28 47 59.35705(N)    097 00 25.88895(W)     ADJUSTED  
 AN2058* NAVD 88     -                                                        
 AN2058  ___________________________________________________________________
 AN2058  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AN2058  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN2058
 AN2058  HORZ ORDER  -  THIRD
 AN2058
 AN2058.The horizontal coordinates were established by classical geodetic methods
 AN2058.and adjusted by the National Geodetic Survey in February 1996..
 AN2058
 AN2058
 AN2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2058
 AN2058.The geoid height was determined by GEOID03.
 AN2058
 AN2058;                    North         East     Units Scale Factor Converg.
 AN2058;SPC TXSC     - 4,108,771.359   794,522.435   MT  0.99990654   +0 58 34.7
 AN2058;SPC TXSC     -13,480,194.03  2,606,695.69   sFT  0.99990654   +0 58 34.7
 AN2058;UTM  14      - 3,187,437.742   694,493.377   MT  1.00006684   +0 57 37.2
 AN2058
 AN2058                          SUPERSEDED SURVEY CONTROL
 AN2058
 AN2058  NAD 83(1986)-  28 47 59.36620(N)    097 00 25.87413(W) AD(       ) 4
 AN2058  NAD 27      -  28 47 58.40100(N)    097 00 24.91900(W) AD(       ) 3
 AN2058
 AN2058.Superseded values are not recommended for survey control.
 AN2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2058.See file dsdata.txt to determine how the superseded data were derived.
 AN2058
 AN2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9449387438(NAD 83)
 AN2058_MARKER: 89 = SPIRE
 AN2058
 AN2058  HISTORY     - Date     Condition        Report By
 AN2058  HISTORY     - 1943     FIRST OBSERVED   CGS
 AN2058  HISTORY     - 1959     GOOD             CGS
 AN2058  HISTORY     - 19910428 GOOD             USPSQD
 AN2058
 AN2058                          STATION DESCRIPTION
 AN2058
 AN2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2058'THIS INTERSECTION STATION IS THE WEATHER VANE ON THE TOP OF THE
 AN2058'VICTORIA COUNTY COURTHOUSE, LOCATED IN THE CENTER OF THE TOWN
 AN2058'ON BRIDGE AND FORREST STREETS.  IT IS A GREY STONE BUILDING
 AN2058'WITH A CLOCK TOWER ON THE TOP.  POINT OBSERVED UPON, THE
 AN2058'WEATHER VANE ON THE APEX OF THE CLOCK TOWER.
 AN2058
 AN2058                          STATION RECOVERY (1959)
 AN2058
 AN2058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 AN2058'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION WAS
 AN2058'FOUND TO BE ADEQUATE AND CORRECT.
 AN2058
 AN2058                          STATION RECOVERY (1991)
 AN2058
 AN2058'RECOVERY NOTE BY US POWER SQUADRON 1991 (JSC)
 AN2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9806 ***********************************************************************
 DG9806  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9806  DESIGNATION -  VICTORIA CORS ARP
 DG9806  CORS_ID     -  TXVA
 DG9806  PID         -  DG9806
 DG9806  STATE/COUNTY-  TX/VICTORIA
 DG9806  USGS QUAD   -  VICTORIA EAST (1995)
 DG9806
 DG9806                         *CURRENT SURVEY CONTROL
 DG9806  ___________________________________________________________________
 DG9806* NAD 83(CORS)-  28 50 05.73900(N)    096 54 34.52532(W)     ADJUSTED  
 DG9806* NAVD 88     -                                                        
 DG9806  ___________________________________________________________________
 DG9806  EPOCH DATE  -        2002.00
 DG9806  X           -    -672,697.706 (meters)                     COMP
 DG9806  Y           -  -5,551,083.545 (meters)                     COMP
 DG9806  Z           -   3,057,892.008 (meters)                     COMP
 DG9806  ELLIP HEIGHT-          11.10  (meters)          (04/??/05) GPS OBS
 DG9806  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DG9806
 DG9806  HORZ ORDER  -  SPECIAL (CORS)
 DG9806  ELLP ORDER  -  SPECIAL (CORS)
 DG9806
 DG9806.ITRF positions are available for this station.
 DG9806.The coordinates were established by GPS observations
 DG9806.and adjusted by the National Geodetic Survey in April 2005..
 DG9806.The coordinates are valid at the epoch date displayed above.
 DG9806.The epoch date for horizontal control is a decimal equivalence
 DG9806.of Year/Month/Day.
 DG9806
 DG9806
 DG9806.The PID for the CORS L1 Phase Center is DG9807.
 DG9806
 DG9806.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9806
 DG9806.The ellipsoidal height was determined by GPS observations
 DG9806.and is referenced to NAD 83.
 DG9806
 DG9806.The geoid height was determined by GEOID03.
 DG9806
 DG9806;                    North         East     Units Scale Factor Converg.
 DG9806;SPC TXSC     - 4,112,827.582   803,978.957   MT  0.99990105   +1 01 26.8
 DG9806;SPC TXSC     -13,493,501.83  2,637,720.96   sFT  0.99990105   +1 01 26.8
 DG9806
 DG9806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9806!SPC TXSC     -   0.99999826  x   0.99990105  =   0.99989931
 DG9806
 DG9806                          SUPERSEDED SURVEY CONTROL
 DG9806
 DG9806.No superseded survey control is available for this station.
 DG9806
 DG9806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0395391492(NAD 83)
 DG9806_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9806
 DG9806                          STATION DESCRIPTION
 DG9806
 DG9806'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9806'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9806'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9806'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9806'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9806'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9807 ***********************************************************************
 DG9807  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9807  DESIGNATION -  VICTORIA CORS L1 PHASE CENTER
 DG9807  CORS_ID     -  TXVA
 DG9807  PID         -  DG9807
 DG9807  STATE/COUNTY-  TX/VICTORIA
 DG9807  USGS QUAD   -  VICTORIA EAST (1995)
 DG9807
 DG9807                         *CURRENT SURVEY CONTROL
 DG9807  ___________________________________________________________________
 DG9807* NAD 83(CORS)-  28 50 05.73901(N)    096 54 34.52530(W)     ADJUSTED  
 DG9807* NAVD 88     -                                                        
 DG9807  ___________________________________________________________________
 DG9807  EPOCH DATE  -        2002.00
 DG9807  X           -    -672,697.713 (meters)                     COMP
 DG9807  Y           -  -5,551,083.606 (meters)                     COMP
 DG9807  Z           -   3,057,892.042 (meters)                     COMP
 DG9807  ELLIP HEIGHT-          11.17  (meters)          (04/??/05) GPS OBS
 DG9807  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DG9807
 DG9807  HORZ ORDER  -  SPECIAL (CORS)
 DG9807  ELLP ORDER  -  SPECIAL (CORS)
 DG9807
 DG9807.ITRF positions are available for this station.
 DG9807.The coordinates were established by GPS observations
 DG9807.and adjusted by the National Geodetic Survey in April 2005..
 DG9807.The coordinates are valid at the epoch date displayed above.
 DG9807.The epoch date for horizontal control is a decimal equivalence
 DG9807.of Year/Month/Day.
 DG9807
 DG9807
 DG9807.The PID for the CORS ARP is DG9806.
 DG9807
 DG9807.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9807
 DG9807.The ellipsoidal height was determined by GPS observations
 DG9807.and is referenced to NAD 83.
 DG9807
 DG9807.The geoid height was determined by GEOID03.
 DG9807
 DG9807;                    North         East     Units Scale Factor Converg.
 DG9807;SPC TXSC     - 4,112,827.582   803,978.958   MT  0.99990105   +1 01 26.8
 DG9807;SPC TXSC     -13,493,501.83  2,637,720.96   sFT  0.99990105   +1 01 26.8
 DG9807
 DG9807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9807!SPC TXSC     -   0.99999825  x   0.99990105  =   0.99989930
 DG9807
 DG9807                          SUPERSEDED SURVEY CONTROL
 DG9807
 DG9807.No superseded survey control is available for this station.
 DG9807
 DG9807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0395391492(NAD 83)
 DG9807_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9807
 DG9807                          STATION DESCRIPTION
 DG9807
 DG9807'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9807'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9807'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9807'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9807'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9807'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2053 ***********************************************************************
 AN2053  DESIGNATION -  VICTORIA COUNTY AIRPORT BEACON
 AN2053  PID         -  AN2053
 AN2053  STATE/COUNTY-  TX/VICTORIA
 AN2053  USGS QUAD   -  VICTORIA WEST (1987)
 AN2053
 AN2053                         *CURRENT SURVEY CONTROL
 AN2053  ___________________________________________________________________
 AN2053* NAD 83(1993)-  28 46 15.44826(N)    097 04 46.31397(W)     ADJUSTED  
 AN2053* NAVD 88     -                                                        
 AN2053  ___________________________________________________________________
 AN2053  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AN2053  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN2053
 AN2053  HORZ ORDER  -  THIRD
 AN2053
 AN2053.The horizontal coordinates were established by classical geodetic methods
 AN2053.and adjusted by the National Geodetic Survey in February 1996..
 AN2053
 AN2053
 AN2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2053
 AN2053.The geoid height was determined by GEOID03.
 AN2053
 AN2053;                    North         East     Units Scale Factor Converg.
 AN2053;SPC TXSC     - 4,105,454.932   787,514.312   MT  0.99991133   +0 56 27.1
 AN2053;SPC TXSC     -13,469,313.39  2,583,703.21   sFT  0.99991133   +0 56 27.1
 AN2053;UTM  14      - 3,184,122.816   687,483.331   MT  1.00003379   +0 55 28.6
 AN2053
 AN2053                          SUPERSEDED SURVEY CONTROL
 AN2053
 AN2053  NAD 83(1986)-  28 46 15.45679(N)    097 04 46.29879(W) AD(       ) 4
 AN2053  NAD 27      -  28 46 14.46000(N)    097 04 45.34000(W) AD(       ) 3
 AN2053
 AN2053.Superseded values are not recommended for survey control.
 AN2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2053.See file dsdata.txt to determine how the superseded data were derived.
 AN2053
 AN2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS8748384123(NAD 83)
 AN2053_MARKER: 21 = AIRPORT BEACON
 AN2053
 AN2053  HISTORY     - Date     Condition        Report By
 AN2053  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2053  HISTORY     - 1959     GOOD             CGS
 AN2053  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN2053
 AN2053                          STATION DESCRIPTION
 AN2053
 AN2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AN2053'LOCATED 5 MILES WEST OF VICTORIA, 1/2 MILE EAST OF WHITE FLYING
 AN2053'SERVICE CO. OFFICE.  IT IS A FOUR-LEGGED STEEL STRUCTURE 40
 AN2053'FEET HIGH AND HAS A ROTATING LIGHT ON TOP.  POINT OBSERVED
 AN2053'UPON, THE ROTATING LIGHT AT THE TOP OF THE TOWER.
 AN2053
 AN2053                          STATION RECOVERY (1959)
 AN2053
 AN2053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 AN2053'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION
 AN2053'ADEQUATE AND CORRECT.
 AN2053
 AN2053                          STATION RECOVERY (1991)
 AN2053
 AN2053'RECOVERY NOTE BY US POWER SQUADRON 1991 (JSC)
 AN2053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2369 ***********************************************************************
 AN2369  DESIGNATION -  VICTORIA EAST MUNICIPAL TANK
 AN2369  PID         -  AN2369
 AN2369  STATE/COUNTY-  TX/VICTORIA
 AN2369  USGS QUAD   -  VICTORIA EAST (1995)
 AN2369
 AN2369                         *CURRENT SURVEY CONTROL
 AN2369  ___________________________________________________________________
 AN2369* NAD 83(1993)-  28 48 10.38919(N)    096 59 31.57256(W)     ADJUSTED  
 AN2369* NAVD 88     -                                                        
 AN2369  ___________________________________________________________________
 AN2369  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AN2369  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN2369
 AN2369  HORZ ORDER  -  THIRD
 AN2369
 AN2369.The horizontal coordinates were established by classical geodetic methods
 AN2369.and adjusted by the National Geodetic Survey in February 1996..
 AN2369
 AN2369
 AN2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2369
 AN2369.The geoid height was determined by GEOID03.
 AN2369
 AN2369;                    North         East     Units Scale Factor Converg.
 AN2369;SPC TXSC     - 4,109,136.112   795,989.222   MT  0.99990604   +0 59 01.3
 AN2369;SPC TXSC     -13,481,390.73  2,611,507.97   sFT  0.99990604   +0 59 01.3
 AN2369;UTM  14      - 3,187,802.145   695,960.507   MT  1.00007391   +0 58 03.8
 AN2369
 AN2369                          SUPERSEDED SURVEY CONTROL
 AN2369
 AN2369  NAD 83(1986)-  28 48 10.39844(N)    096 59 31.55763(W) AD(       ) 4
 AN2369  NAD 27      -  28 48 09.43400(N)    096 59 30.60400(W) AD(       ) 3
 AN2369
 AN2369.Superseded values are not recommended for survey control.
 AN2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2369.See file dsdata.txt to determine how the superseded data were derived.
 AN2369
 AN2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9596187802(NAD 83)
 AN2369_MARKER: 53 = ELEVATED TANK
 AN2369
 AN2369  HISTORY     - Date     Condition        Report By
 AN2369  HISTORY     - 1943     FIRST OBSERVED   CGS
 AN2369  HISTORY     - 1952     GOOD             CGS
 AN2369  HISTORY     - 1964     GOOD             CGS
 AN2369  HISTORY     - 1979     GOOD             NGS
 AN2369  HISTORY     - 19910428 GOOD             USPSQD
 AN2369
 AN2369                          STATION DESCRIPTION
 AN2369
 AN2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2369'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY WATER
 AN2369'SUPPLY, LOCATED ABOUT 0.75 MILE E OF TOWN, AND JUST E OF THE
 AN2369'INTERSECTION OF E. PECAN, AND N. LEVI STREETS.  IT IS A
 AN2369'10-LEGGED ALL STEEL STRUCTURE ABOUT 110 FEET HIGH.  THE ENTIRE
 AN2369'STRUCTURE IS PAINTED DARK GREY.  POINT OBSERVED UPON, THE
 AN2369'FINIAL ON THE APEX OF THE ROOF.
 AN2369
 AN2369                          STATION RECOVERY (1952)
 AN2369
 AN2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2369'LOCATED IN THE SOUTHEAST LIMITS OF VICTORIA, 150 FEET NORTH
 AN2369'OF THE RAILROAD TRACKS, AND 250 FEET SOUTH OF EAST PINE
 AN2369'1100 BLOCK ST.  IT IS A 10-LEGGED STEEL STRUCTURE 125 FEET
 AN2369'HIGH AND IS PAINTED SILVED.  POINT OBSERVED UPON, FINIAL AT
 AN2369'THE APEX OF THE ROOF.
 AN2369
 AN2369                          STATION RECOVERY (1964)
 AN2369
 AN2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AN2369'RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.S.C., 1952.
 AN2369
 AN2369                          STATION RECOVERY (1979)
 AN2369
 AN2369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AN2369'RECOVERED IN GOOD CONDITION AS DESCRIBED BY P.L.B. IN 1943 AND
 AN2369'H.S.C. IN 1952.
 AN2369'
 AN2369'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN VICTORIA.
 AN2369
 AN2369                          STATION RECOVERY (1991)
 AN2369
 AN2369'RECOVERY NOTE BY US POWER SQUADRON 1991 (JSC)
 AN2369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2057 ***********************************************************************
 AN2057  DESIGNATION -  VICTORIA KVIC RADIO TOWER
 AN2057  PID         -  AN2057
 AN2057  STATE/COUNTY-  TX/VICTORIA
 AN2057  USGS QUAD   -  VICTORIA WEST (1987)
 AN2057
 AN2057                         *CURRENT SURVEY CONTROL
 AN2057  ___________________________________________________________________
 AN2057* NAD 83(1993)-  28 49 43.74197(N)    097 00 32.29735(W)     ADJUSTED  
 AN2057* NAVD 88     -                                                        
 AN2057  ___________________________________________________________________
 AN2057  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AN2057  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN2057
 AN2057  HORZ ORDER  -  THIRD
 AN2057
 AN2057.The horizontal coordinates were established by classical geodetic methods
 AN2057.and adjusted by the National Geodetic Survey in February 1996..
 AN2057
 AN2057
 AN2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2057
 AN2057.The geoid height was determined by GEOID03.
 AN2057
 AN2057;                    North         East     Units Scale Factor Converg.
 AN2057;SPC TXSC     - 4,111,981.311   794,293.988   MT  0.99990198   +0 58 31.5
 AN2057;SPC TXSC     -13,490,725.35  2,605,946.19   sFT  0.99990198   +0 58 31.5
 AN2057;UTM  14      - 3,190,648.275   694,265.762   MT  1.00006574   +0 57 37.3
 AN2057
 AN2057                          SUPERSEDED SURVEY CONTROL
 AN2057
 AN2057  NAD 83(1986)-  28 49 43.75118(N)    097 00 32.28278(W) AD(       ) 4
 AN2057  NAD 27      -  28 49 42.78900(N)    097 00 31.32800(W) AD(       ) 3
 AN2057
 AN2057.Superseded values are not recommended for survey control.
 AN2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2057.See file dsdata.txt to determine how the superseded data were derived.
 AN2057
 AN2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9426690648(NAD 83)
 AN2057_MARKER: 42 = RADIO/TV MAST
 AN2057
 AN2057  HISTORY     - Date     Condition        Report By
 AN2057  HISTORY     - 1943     FIRST OBSERVED   CGS
 AN2057  HISTORY     - 1952     GOOD             CGS
 AN2057  HISTORY     - 19910428 GOOD             USPSQD
 AN2057
 AN2057                          STATION DESCRIPTION
 AN2057
 AN2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2057'THIS INTERSECTION STATION IS THE RADIO TOWER OF THE K V I C RADIO
 AN2057'BROADCASTING STATION, LOCATED ABOUT 1.5 MILES N OF TOWN, AND
 AN2057'225 FEET W OF U.S. HIGHWAY 77.  IT IS AN ALL STEEL STRUCTURE
 AN2057'ABOUT 150 FEET HIGH PAINTED IN ALTERNATE SECTIONS OF RED
 AN2057'AND WHITE.  POINT OBSERVED UPON, THE RED LIGHT ON THE TOP OF
 AN2057'THE TOWER.
 AN2057
 AN2057                          STATION RECOVERY (1952)
 AN2057
 AN2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2057'LOCATED 2 MILES NORTH OF VICTORIA AND 250 FEET WEST OF U.S.
 AN2057'HIGHWAYS 87 AND 77.
 AN2057'
 AN2057'IT IS A FOUR-LEGGED STEEL STRUCTURE 200 FEET HIGH AND PAINTED
 AN2057'RED AND WHITE.  POINT OBSERVED UPON, RED WARNING LIGHT ON TOP.
 AN2057
 AN2057                          STATION RECOVERY (1991)
 AN2057
 AN2057'RECOVERY NOTE BY US POWER SQUADRON 1991 (JSC)
 AN2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2055 ***********************************************************************
 AN2055  DESIGNATION -  VICTORIA MAGNETIC STATION 1943
 AN2055  PID         -  AN2055
 AN2055  STATE/COUNTY-  TX/VICTORIA
 AN2055  USGS QUAD   -  VICTORIA WEST (1987)
 AN2055
 AN2055                         *CURRENT SURVEY CONTROL
 AN2055  ___________________________________________________________________
 AN2055* NAD 83(1993)-  28 48 53.87101(N)    097 00 12.94703(W)     ADJUSTED  
 AN2055* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 AN2055  ___________________________________________________________________
 AN2055  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AN2055  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN2055
 AN2055  HORZ ORDER  -  SECOND
 AN2055
 AN2055.The horizontal coordinates were established by classical geodetic methods
 AN2055.and adjusted by the National Geodetic Survey in February 1996..
 AN2055
 AN2055.The orthometric height was scaled from a topographic map.
 AN2055
 AN2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2055
 AN2055.The geoid height was determined by GEOID03.
 AN2055
 AN2055;                    North         East     Units Scale Factor Converg.
 AN2055;SPC TXSC     - 4,110,455.253   794,844.670   MT  0.99990412   +0 58 41.0
 AN2055;SPC TXSC     -13,485,718.61  2,607,752.89   sFT  0.99990412   +0 58 41.0
 AN2055;UTM  14      - 3,189,121.820   694,816.126   MT  1.00006839   +0 57 45.1
 AN2055
 AN2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2055!SPC TXSC     -   0.99999944  x   0.99990412  =   0.99990356
 AN2055!UTM  14      -   0.99999944  x   1.00006839  =   1.00006783
 AN2055
 AN2055                          SUPERSEDED SURVEY CONTROL
 AN2055
 AN2055  NAD 83(1986)-  28 48 53.88025(N)    097 00 12.93235(W) AD(       ) 2
 AN2055  NAD 27      -  28 48 52.91600(N)    097 00 11.97800(W) AD(       ) 2
 AN2055
 AN2055.Superseded values are not recommended for survey control.
 AN2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2055.See file dsdata.txt to determine how the superseded data were derived.
 AN2055
 AN2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9481689122(NAD 83)
 AN2055_MARKER: DM = MAGNETIC STATION DISK
 AN2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2055+STABILITY: SURFACE MOTION
 AN2055
 AN2055  HISTORY     - Date     Condition        Report By
 AN2055  HISTORY     - 1943     MONUMENTED       CGS
 AN2055  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AN2055
 AN2055                          STATION DESCRIPTION
 AN2055
 AN2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2055'THE STATION IS LOCATED ABOUT 1.0 MILE N OF TOWN, AND 0.1 MILE
 AN2055'N OF THE ST. JOSEPH SCHOOL, ON PROPERTY OWNED AND OCCUPIED
 AN2055'BY HERBERT POST.  IT IS 6 FEET SW OF THE SW CORNER OF THE
 AN2055'POST HOME, 6 INCHES E OF THE HEDGE ROW ON THE W SIDE OF THE
 AN2055'HOUSE, AND ABOUT 35 FEET N OF THE CENTER OF THE STREET.  THE
 AN2055'MARK IS A U.S.C. AND G. SURVEY MAGNETIC DISK SET IN A 6- BY
 AN2055'6-INCH CONCRETE POST SET FLUSH WITH THE GROUND.
 AN2055'
 AN2055'NOTE--PART OF THE CONCRETE POST AND HALF OF THE BRONZE DISK
 AN2055'HAS BEEN DESTROYED, AND WAS UNABLE TO TELL WHETHER THERE
 AN2055'WERE ANY STAMPINGS ON DISK.
 AN2055'
 AN2055'LOCATED TO TRIANGULATION STATION VICTORIA, BY TRAVERSE, AND
 AN2055'DIRECTION.
 AN2055
 AN2055                          STATION RECOVERY (2002)
 AN2055
 AN2055'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN2055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2373 ***********************************************************************
 AN2373  DESIGNATION -  VICTORIA N MUN TANK
 AN2373  PID         -  AN2373
 AN2373  STATE/COUNTY-  TX/VICTORIA
 AN2373  USGS QUAD   -  INEZ NW (1995)
 AN2373
 AN2373                         *CURRENT SURVEY CONTROL
 AN2373  ___________________________________________________________________
 AN2373* NAD 83(1993)-  28 52 31.86343(N)    096 59 47.33482(W)     ADJUSTED  
 AN2373* NAVD 88     -                                                        
 AN2373  ___________________________________________________________________
 AN2373  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AN2373  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN2373
 AN2373  HORZ ORDER  -  THIRD
 AN2373
 AN2373.The horizontal coordinates were established by classical geodetic methods
 AN2373.and adjusted by the National Geodetic Survey in February 1996..
 AN2373.No horizontal observational check was made to the station.
 AN2373
 AN2373
 AN2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2373
 AN2373.The geoid height was determined by GEOID03.
 AN2373
 AN2373;                    North         East     Units Scale Factor Converg.
 AN2373;SPC TXSC     - 4,117,176.802   795,424.005   MT  0.99989516   +0 58 53.6
 AN2373;SPC TXSC     -13,507,770.89  2,609,653.59   sFT  0.99989516   +0 58 53.6
 AN2373;UTM  14      - 3,195,844.365   695,397.277   MT  1.00007118   +0 58 04.2
 AN2373
 AN2373                          SUPERSEDED SURVEY CONTROL
 AN2373
 AN2373  NAD 83(1986)-  28 52 31.87278(N)    096 59 47.32046(W) AD(       ) 4
 AN2373  NAD 27      -  28 52 30.92127(N)    096 59 46.36570(W) AD(       ) 3
 AN2373
 AN2373.Superseded values are not recommended for survey control.
 AN2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2373.See file dsdata.txt to determine how the superseded data were derived.
 AN2373
 AN2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9539795844(NAD 83)
 AN2373_MARKER: 53 = ELEVATED TANK
 AN2373_SETTING: 0 = UNSPECIFIED SETTING
 AN2373
 AN2373  HISTORY     - Date     Condition        Report By
 AN2373  HISTORY     - 1979     FIRST OBSERVED   NGS
 AN2373
 AN2373                          STATION DESCRIPTION
 AN2373
 AN2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AN2373'VICTORIA NORTH MUNICIPAL TANK IS AN OVAL TYPE TANK ATOP A
 AN2373'SINGULAR STEEL COLUMN SUPPORT.  IT IS PAINTED SILVER AND HAS A
 AN2373'HEIGHT OF ABOUT 140 FEET.
 AN2373'
 AN2373'THE TANK IS LOCATED AT THE PRESENT NORTH CITY LIMITS OF VICTORIA
 AN2373'ALONG THE EAST SIDE OF U.S. HIGHWAY 77 AND JUST SOUTH OF THE TEXAS
 AN2373'DEPARTMENT OF PUBLIC SAFETY BUILDING.  THERE IS AN OBSTRUCTION
 AN2373'LIGHT ON TOP OF THE TANK.
 AN2373'
 AN2373'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2061 ***********************************************************************
 AN2061  DESIGNATION -  VICTORIA SW BELL MICROWAVE
 AN2061  PID         -  AN2061
 AN2061  STATE/COUNTY-  TX/VICTORIA
 AN2061  USGS QUAD   -  VICTORIA WEST (1987)
 AN2061
 AN2061                         *CURRENT SURVEY CONTROL
 AN2061  ___________________________________________________________________
 AN2061* NAD 83(1993)-  28 48 03.50024(N)    097 00 24.76113(W)     ADJUSTED  
 AN2061* NAVD 88     -                                                        
 AN2061  ___________________________________________________________________
 AN2061  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AN2061  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN2061
 AN2061  HORZ ORDER  -  THIRD
 AN2061
 AN2061.The horizontal coordinates were established by classical geodetic methods
 AN2061.and adjusted by the National Geodetic Survey in February 1996..
 AN2061.No horizontal observational check was made to the station.
 AN2061
 AN2061
 AN2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2061
 AN2061.The geoid height was determined by GEOID03.
 AN2061
 AN2061;                    North         East     Units Scale Factor Converg.
 AN2061;SPC TXSC     - 4,108,899.406   794,550.839   MT  0.99990635   +0 58 35.2
 AN2061;SPC TXSC     -13,480,614.13  2,606,788.88   sFT  0.99990635   +0 58 35.2
 AN2061;UTM  14      - 3,187,565.801   694,521.821   MT  1.00006697   +0 57 37.9
 AN2061
 AN2061                          SUPERSEDED SURVEY CONTROL
 AN2061
 AN2061  NAD 83(1986)-  28 48 03.50915(N)    097 00 24.74561(W) AD(       ) 4
 AN2061  NAD 27      -  28 48 02.55264(N)    097 00 23.78870(W) AD(       ) 3
 AN2061
 AN2061.Superseded values are not recommended for survey control.
 AN2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2061.See file dsdata.txt to determine how the superseded data were derived.
 AN2061
 AN2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9452287566(NAD 83)
 AN2061_MARKER: 45 = MICROWAVE TOWER
 AN2061
 AN2061  HISTORY     - Date     Condition        Report By
 AN2061  HISTORY     - 1979     FIRST OBSERVED   NGS
 AN2061  HISTORY     - 19910428 GOOD             USPSQD
 AN2061
 AN2061                          STATION DESCRIPTION
 AN2061
 AN2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AN2061'VICTORIA, SOUTHWESTERN BELL TELEPHONE COMPANY, MICROWAVE WAV282
 AN2061'TOWER IS A SQUARE STEEL STRUCTURE, PAINTED DARK BROWN, WITH TWO
 AN2061'LEVELS OF REFLECTORS NEAR THE TOP, AND HAS FLASHING WHITE LIGHTS.
 AN2061'THE TOWER IS 231 FEET HIGH AND SITS ATOP A BUILDING THAT IS 54
 AN2061'FEET HIGH MAKING A TOTAL HEIGHT OF 285 FEET.  FROM A DISTANCE THE
 AN2061'TOWER LOOKS TO BE A SOLID STRUCTURE.
 AN2061'
 AN2061'THE MICROWAVE IS LOCATED IN DOWNTOWN VICTORIA AT 209 NORTH BRIDGE
 AN2061'STREET.
 AN2061'
 AN2061'STATION IS THE BROWN POLE PROJECTING FROM THE TOP CENTER OF THE TOWER
 AN2061'ABOUT 10 FEET AND HAS A SMALL ANTENNA ABOVE THAT.
 AN2061
 AN2061                          STATION RECOVERY (1991)
 AN2061
 AN2061'RECOVERY NOTE BY US POWER SQUADRON 1991 (JSC)
 AN2061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2060 ***********************************************************************
 AN2060  DESIGNATION -  VICTORIA WEST MUNICIPAL TANK
 AN2060  PID         -  AN2060
 AN2060  STATE/COUNTY-  TX/VICTORIA
 AN2060  USGS QUAD   -  VICTORIA WEST (1987)
 AN2060
 AN2060                         *CURRENT SURVEY CONTROL
 AN2060  ___________________________________________________________________
 AN2060* NAD 83(1993)-  28 48 18.14045(N)    097 00 45.90097(W)     ADJUSTED  
 AN2060* NAVD 88     -                                                        
 AN2060  ___________________________________________________________________
 AN2060  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AN2060  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN2060
 AN2060  HORZ ORDER  -  THIRD
 AN2060
 AN2060.The horizontal coordinates were established by classical geodetic methods
 AN2060.and adjusted by the National Geodetic Survey in February 1996..
 AN2060
 AN2060
 AN2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2060
 AN2060.The geoid height was determined by GEOID03.
 AN2060
 AN2060;                    North         East     Units Scale Factor Converg.
 AN2060;SPC TXSC     - 4,109,340.270   793,970.047   MT  0.99990570   +0 58 24.9
 AN2060;SPC TXSC     -13,482,060.54  2,604,883.40   sFT  0.99990570   +0 58 24.9
 AN2060;UTM  14      - 3,188,006.895   693,941.058   MT  1.00006419   +0 57 28.1
 AN2060
 AN2060                          SUPERSEDED SURVEY CONTROL
 AN2060
 AN2060  NAD 83(1986)-  28 48 18.14960(N)    097 00 45.88618(W) AD(       ) 4
 AN2060  NAD 27      -  28 48 17.18200(N)    097 00 44.92900(W) AD(       ) 3
 AN2060
 AN2060.Superseded values are not recommended for survey control.
 AN2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2060.See file dsdata.txt to determine how the superseded data were derived.
 AN2060
 AN2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9394188007(NAD 83)
 AN2060_MARKER: 53 = ELEVATED TANK
 AN2060
 AN2060  HISTORY     - Date     Condition        Report By
 AN2060  HISTORY     - 1943     FIRST OBSERVED   CGS
 AN2060  HISTORY     - 1952     GOOD             CGS
 AN2060  HISTORY     - 1964     GOOD             CGS
 AN2060  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN2060
 AN2060                          STATION DESCRIPTION
 AN2060
 AN2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2060'THIS INTERSECTION STATION IS THE SILVER WATER TANK OF THE
 AN2060'CITY WATER SUPPLY, LOCATED ABOUT 0.5 MILE W OF TOWN, ON THE
 AN2060'W SIDE OF N WEST, AND W POWERS STREETS.  IT IS A 6-LEGGED ALL
 AN2060'STEEL STRUCTURE ABOUT 120 FEET HIGH.  THE ENTIRE STRUCTURE IS
 AN2060'PAINTED ALUMINUM.  POINT OBSERVED UPON, THE FINIAL ON THE
 AN2060'APEX OF THE ROOF.
 AN2060
 AN2060                          STATION RECOVERY (1952)
 AN2060
 AN2060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2060'LOCATED 100 FEET WEST AND 75 FEET NORTH OF THE INTERSECTION
 AN2060'OF WEST POWER AND NORTH WEST ST.  IT IS AN 8-LEGGED STEEL
 AN2060'STRUCTURE 125 FEET HIGH AND IS PAINTED SILVER.  POINT OBSERVED
 AN2060'UPON, FINIAL AT THE APEX OF THE ROOF.
 AN2060
 AN2060                          STATION RECOVERY (1964)
 AN2060
 AN2060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AN2060'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN2060
 AN2060                          STATION RECOVERY (1991)
 AN2060
 AN2060'RECOVERY NOTE BY US POWER SQUADRON 1991 (JSC)
 AN2060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0641 ***********************************************************************
 CT0641  DESIGNATION -  VICTORY
 CT0641  PID         -  CT0641
 CT0641  STATE/COUNTY-  TX/RUNNELS
 CT0641  USGS QUAD   -  BRADSHAW (1967)
 CT0641
 CT0641                         *CURRENT SURVEY CONTROL
 CT0641  ___________________________________________________________________
 CT0641* NAD 83(1993)-  32 01 54.75031(N)    099 57 06.21379(W)     ADJUSTED  
 CT0641* NAVD 88     -       590.384  (meters)    1936.95   (feet)  ADJUSTED  
 CT0641  ___________________________________________________________________
 CT0641  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CT0641  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CT0641  DYNAMIC HT  -         589.613 (meters)    1934.42  (feet)  COMP
 CT0641  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 CT0641
 CT0641  HORZ ORDER  -  THIRD
 CT0641  VERT ORDER  -  SECOND    CLASS 0
 CT0641
 CT0641.The horizontal coordinates were established by classical geodetic methods
 CT0641.and adjusted by the National Geodetic Survey in February 1996..
 CT0641
 CT0641.The orthometric height was determined by differential leveling
 CT0641.and adjusted by the National Geodetic Survey in June 1991..
 CT0641
 CT0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0641
 CT0641.The geoid height was determined by GEOID03.
 CT0641
 CT0641.The dynamic height is computed by dividing the NAVD 88
 CT0641.geopotential number by the normal gravity value computed on the
 CT0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0641.degrees latitude (g = 980.6199 gals.).
 CT0641
 CT0641.The modeled gravity was interpolated from observed gravity values.
 CT0641
 CT0641;                    North         East     Units Scale Factor Converg.
 CT0641;SPC TX C     - 3,262,273.689   736,048.280   MT  1.00004328   +0 11 47.6
 CT0641;SPC TX C     -10,702,976.26  2,414,851.73   sFT  1.00004328   +0 11 47.6
 CT0641;SPC TXNC     - 2,041,447.087   462,869.622   MT  1.00002965   -0 47 30.3
 CT0641;SPC TXNC     - 6,697,647.65  1,518,598.08   sFT  1.00002965   -0 47 30.3
 CT0641;UTM  14      - 3,544,364.707   410,133.680   MT  0.99969959   -0 30 17.4
 CT0641
 CT0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0641!SPC TX C     -   0.99991134  x   1.00004328  =   0.99995462
 CT0641!SPC TXNC     -   0.99991134  x   1.00002965  =   0.99994099
 CT0641!UTM  14      -   0.99991134  x   0.99969959  =   0.99961096
 CT0641
 CT0641|---------------------------------------------------------------------|
 CT0641| PID    Reference Object                     Distance      Geod. Az  |
 CT0641|                                                           dddmmss.s |
 CT0641| CT0640 VICTORY RM 1                         22.776 METERS 01537     |
 CT0641| CX8916 VICTORY AZ MK                                      0212330.1 |
 CT0641| CT0639 VICTORY RM 2                         25.416 METERS 28811     |
 CT0641|---------------------------------------------------------------------|
 CT0641
 CT0641                          SUPERSEDED SURVEY CONTROL
 CT0641
 CT0641  NAD 83(1986)-  32 01 54.75645(N)    099 57 06.20046(W) AD(       ) 3
 CT0641  NAD 27      -  32 01 54.26180(N)    099 57 04.87710(W) AD(       ) 3
 CT0641  NGVD 29 (??/??/92)  590.260  (m)         1936.54   (f) ADJ UNCH    2 0
 CT0641
 CT0641.Superseded values are not recommended for survey control.
 CT0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0641.See file dsdata.txt to determine how the superseded data were derived.
 CT0641
 CT0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1013444365(NAD 83)
 CT0641_MARKER: DS = TRIANGULATION STATION DISK
 CT0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0641_STAMPING: VICTORY 1961
 CT0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0641+STABILITY: SURFACE MOTION
 CT0641
 CT0641  HISTORY     - Date     Condition        Report By
 CT0641  HISTORY     - 1961     MONUMENTED       CGS
 CT0641  HISTORY     - 1961     GOOD             CGS
 CT0641
 CT0641                          STATION DESCRIPTION
 CT0641
 CT0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0641'THE STATION IS APPROXIMATELY 5-3/4 MILES SOUTHWEST OF BRADSHAW,
 CT0641'5 MILES NORTH OF WINTERS, ON THE WEST RIGHT-OF-WAY OF U.S.
 CT0641'HIGHWAY 83.
 CT0641'
 CT0641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 CT0641'AND FARM ROAD 53 IN WINTERS, GO NORTH ON HIGHWAY 53 FOR 5.15
 CT0641'MILES TO A FARM ROAD AND CATTLE GUARD ON THE RIGHT.  CONTINUE
 CT0641'NORTH ABOUT 250 FEET TO THE STATION ON THE LEFT.
 CT0641'
 CT0641'STATION MARKS ARE STANDARD DISKS STAMPED VICTORY 1961.  THE
 CT0641'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT0641'1 INCH.  IT IS 254.5 FEET NORTHWEST OF THE INTERSECTION OF
 CT0641'THE FARM ROAD LEADING EAST AND THE CENTER LINE OF U.S. HIGHWAY
 CT0641'83, 109 FEET NORTHEAST OF MILE POST 33, 64 FEET WEST OF THE
 CT0641'CENTER LINE OF HIGHWAY 83, 40 FEET SOUTH OF A TELEPHONE POLE
 CT0641'AND 36 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
 CT0641'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CT0641'40 INCHES BELOW THE SURFACE OF THE GROUND.
 CT0641'
 CT0641'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED VICTORY NO. 2
 CT0641'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 CT0641'INCHES.  IT IS 98 FEET SOUTH OF A TELEPHONE POLE, 81 FEET
 CT0641'NORTH OF MILE POST 33, 43 FEET WEST OF THE WEST RAIL OF THE
 CT0641'RAILROAD TRACKS AND 1 FOOT EAST OF A FENCE.
 CT0641'
 CT0641'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED VICTORY NO. 1
 CT0641'1961, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CT0641'OF THE GROUND.  IT IS 68 FEET WEST OF THE CENTER LINE OF
 CT0641'HIGHWAY 83, 37 FEET NORTHWEST OF THE TELEPHONE POLE AND 32
 CT0641'FEET EAST OF THE EAST RAIL.
 CT0641'
 CT0641'AZIMUTH MARK IS A STANDARD DISK STAMPED VICTORY 1961, SET
 CT0641'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 146
 CT0641'FEET WEST OF THE CENTER LINE OF HIGHWAY 83, 97 FEET NORTHWEST
 CT0641'OF A SMALL RAILROAD CROSSING SIGN, 45 FEET WEST OF THE WEST RAIL
 CT0641'OF THE RAILROAD TRACKS, 10 FEET NORTHWEST OF A TELEPHONE
 CT0641'POLE AND 1 FOOT EAST OF A FENCE.
 CT0641'
 CT0641'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 CT0641'83 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT, JUST WEST
 CT0641'OF THE RAILROAD TRACKS.
 CT0641'
 CT0641'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT0641
 CT0641                          STATION RECOVERY (1961)
 CT0641
 CT0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT0641'5.5 MI N FROM WINTERS.
 CT0641'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CT0641'THENCE 5.4 MILES NORTH ALONG U.S. HIGHWAY 83, 105 FEET NORTHEAST OF
 CT0641'MILEPOST 33, 75 FEET SOUTH OF R.M. 1, 63 FEET WEST OF CENTER LINE OF
 CT0641'THE HIGHWAY, 54 FEET EAST OF R.M. 2, 39 FEET EAST OF THE EAST RAIL, 4
 CT0641'FEET ABOVE THE TRACKS, 3 FEET NORTH OF A METAL WITNESS POST WITH SIGN,
 CT0641'SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0642 ***********************************************************************
 CT0642  DESIGNATION -  VICTORY AZ
 CT0642  PID         -  CT0642
 CT0642  STATE/COUNTY-  TX/RUNNELS
 CT0642  USGS QUAD   -  BRADSHAW (1967)
 CT0642
 CT0642                         *CURRENT SURVEY CONTROL
 CT0642  ___________________________________________________________________
 CT0642* NAD 83(1986)-  32 02 13.     (N)    099 56 57.     (W)     SCALED    
 CT0642* NAVD 88     -       590.695  (meters)    1937.97   (feet)  ADJUSTED  
 CT0642  ___________________________________________________________________
 CT0642  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CT0642  DYNAMIC HT  -         589.924 (meters)    1935.44  (feet)  COMP
 CT0642  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 CT0642
 CT0642  VERT ORDER  -  SECOND    CLASS 0
 CT0642
 CT0642.The horizontal coordinates were scaled from a topographic map and have
 CT0642.an estimated accuracy of +/- 6 seconds.
 CT0642
 CT0642.The orthometric height was determined by differential leveling
 CT0642.and adjusted by the National Geodetic Survey in June 1991..
 CT0642
 CT0642.The geoid height was determined by GEOID03.
 CT0642
 CT0642.The dynamic height is computed by dividing the NAVD 88
 CT0642.geopotential number by the normal gravity value computed on the
 CT0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0642.degrees latitude (g = 980.6199 gals.).
 CT0642
 CT0642.The modeled gravity was interpolated from observed gravity values.
 CT0642
 CT0642;                    North         East    Units  Estimated Accuracy
 CT0642;SPC TX C     - 3,262,840.      736,290.      MT  (+/- 180 meters Scaled)
 CT0642
 CT0642                          SUPERSEDED SURVEY CONTROL
 CT0642
 CT0642  NGVD 29 (??/??/92)  590.572  (m)         1937.57   (f) ADJ UNCH    2 0
 CT0642
 CT0642.Superseded values are not recommended for survey control.
 CT0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0642.See file dsdata.txt to determine how the superseded data were derived.
 CT0642
 CT0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA103449(NAD 83)
 CT0642_MARKER: DZ = AZIMUTH MARK DISK
 CT0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0642_STAMPING: VICTORY 1961
 CT0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0642+STABILITY: SURFACE MOTION
 CT0642
 CT0642  HISTORY     - Date     Condition        Report By
 CT0642  HISTORY     - 1961     MONUMENTED       CGS
 CT0642
 CT0642                          STATION DESCRIPTION
 CT0642
 CT0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0642'5.9 MI N FROM WINTERS.
 CT0642'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CT0642'THENCE 5.8 MILES NORTH ALONG U.S. HIGHWAY 83, 42 FEET WEST OF THE WEST
 CT0642'RAIL, 9 FEET NORTH OF A POWER POLE, 4 FEET ABOVE THE TRACKS, 3 FEET
 CT0642'SOUTH OF A METAL WITNESS POST WITH SIGN, 1 FOOT EAST OF A FENCE, SET
 CT0642'IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0640 ***********************************************************************
 CT0640  DESIGNATION -  VICTORY RM 1
 CT0640  PID         -  CT0640
 CT0640  STATE/COUNTY-  TX/RUNNELS
 CT0640  USGS QUAD   -  BRADSHAW (1967)
 CT0640
 CT0640                         *CURRENT SURVEY CONTROL
 CT0640  ___________________________________________________________________
 CT0640* NAD 83(1986)-  32 01 55.     (N)    099 57 05.     (W)     SCALED    
 CT0640* NAVD 88     -       590.585  (meters)    1937.61   (feet)  ADJUSTED  
 CT0640  ___________________________________________________________________
 CT0640  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CT0640  DYNAMIC HT  -         589.814 (meters)    1935.08  (feet)  COMP
 CT0640  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 CT0640
 CT0640  VERT ORDER  -  SECOND    CLASS 0
 CT0640
 CT0640.The horizontal coordinates were scaled from a topographic map and have
 CT0640.an estimated accuracy of +/- 6 seconds.
 CT0640
 CT0640.The orthometric height was determined by differential leveling
 CT0640.and adjusted by the National Geodetic Survey in June 1991..
 CT0640
 CT0640.The geoid height was determined by GEOID03.
 CT0640
 CT0640.The dynamic height is computed by dividing the NAVD 88
 CT0640.geopotential number by the normal gravity value computed on the
 CT0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0640.degrees latitude (g = 980.6199 gals.).
 CT0640
 CT0640.The modeled gravity was interpolated from observed gravity values.
 CT0640
 CT0640;                    North         East    Units  Estimated Accuracy
 CT0640;SPC TX C     - 3,262,280.      736,080.      MT  (+/- 180 meters Scaled)
 CT0640
 CT0640                          SUPERSEDED SURVEY CONTROL
 CT0640
 CT0640  NGVD 29 (??/??/92)  590.462  (m)         1937.21   (f) ADJ UNCH    2 0
 CT0640
 CT0640.Superseded values are not recommended for survey control.
 CT0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0640.See file dsdata.txt to determine how the superseded data were derived.
 CT0640
 CT0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA101443(NAD 83)
 CT0640_MARKER: DR = REFERENCE MARK DISK
 CT0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0640_STAMPING: VICTORY NO 1 1961
 CT0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0640+STABILITY: SURFACE MOTION
 CT0640
 CT0640  HISTORY     - Date     Condition        Report By
 CT0640  HISTORY     - 1961     MONUMENTED       CGS
 CT0640
 CT0640                          STATION DESCRIPTION
 CT0640
 CT0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0640'5.5 MI N FROM WINTERS.
 CT0640'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CT0640'THENCE 5.4 MILES NORTH ALONG U.S. HIGHWAY 83, 75 FEET NORTH OF A
 CT0640'TRIANGULATION STATION, 66 FEET WEST OF CENTER LINE OF THE HIGHWAY, 33
 CT0640'FEET EAST OF THE EAST RAIL, 4 FEET ABOVE THE TRACKS, SET IN TOP OF A
 CT0640'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0639 ***********************************************************************
 CT0639  DESIGNATION -  VICTORY RM 2
 CT0639  PID         -  CT0639
 CT0639  STATE/COUNTY-  TX/RUNNELS
 CT0639  USGS QUAD   -  BRADSHAW (1967)
 CT0639
 CT0639                         *CURRENT SURVEY CONTROL
 CT0639  ___________________________________________________________________
 CT0639* NAD 83(1986)-  32 01 55.     (N)    099 57 05.     (W)     SCALED    
 CT0639* NAVD 88     -       591.008  (meters)    1939.00   (feet)  ADJUSTED  
 CT0639  ___________________________________________________________________
 CT0639  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CT0639  DYNAMIC HT  -         590.237 (meters)    1936.47  (feet)  COMP
 CT0639  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 CT0639
 CT0639  VERT ORDER  -  SECOND    CLASS 0
 CT0639
 CT0639.The horizontal coordinates were scaled from a topographic map and have
 CT0639.an estimated accuracy of +/- 6 seconds.
 CT0639
 CT0639.The orthometric height was determined by differential leveling
 CT0639.and adjusted by the National Geodetic Survey in June 1991..
 CT0639
 CT0639.The geoid height was determined by GEOID03.
 CT0639
 CT0639.The dynamic height is computed by dividing the NAVD 88
 CT0639.geopotential number by the normal gravity value computed on the
 CT0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0639.degrees latitude (g = 980.6199 gals.).
 CT0639
 CT0639.The modeled gravity was interpolated from observed gravity values.
 CT0639
 CT0639;                    North         East    Units  Estimated Accuracy
 CT0639;SPC TX C     - 3,262,280.      736,080.      MT  (+/- 180 meters Scaled)
 CT0639
 CT0639                          SUPERSEDED SURVEY CONTROL
 CT0639
 CT0639  NGVD 29 (??/??/92)  590.885  (m)         1938.60   (f) ADJ UNCH    2 0
 CT0639
 CT0639.Superseded values are not recommended for survey control.
 CT0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0639.See file dsdata.txt to determine how the superseded data were derived.
 CT0639
 CT0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA101443(NAD 83)
 CT0639_MARKER: DR = REFERENCE MARK DISK
 CT0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0639_STAMPING: VICTORY NO 2 1961
 CT0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0639+STABILITY: SURFACE MOTION
 CT0639
 CT0639  HISTORY     - Date     Condition        Report By
 CT0639  HISTORY     - 1961     MONUMENTED       CGS
 CT0639
 CT0639                          STATION DESCRIPTION
 CT0639
 CT0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0639'5.5 MI N FROM WINTERS.
 CT0639'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CT0639'THENCE 5.4 MILES NORTH ALONG U.S. HIGHWAY 83, 81 FEET NORTH OF
 CT0639'MILEPOST 33, 54 FEET WEST OF A TRIANGULATION STATION, 45 FEET WEST OF
 CT0639'THE WEST RAIL, 4 FEET ABOVE THE TRACKS, 1 FOOT EAST OF A FENCE, SET IN
 CT0639'TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2088 ***********************************************************************
 AN2088  DESIGNATION -  VIDAURI
 AN2088  PID         -  AN2088
 AN2088  STATE/COUNTY-  TX/REFUGIO
 AN2088  USGS QUAD   -  VIDAURRI (1978)
 AN2088
 AN2088                         *CURRENT SURVEY CONTROL
 AN2088  ___________________________________________________________________
 AN2088* NAD 83(1993)-  28 26 17.96938(N)    097 08 18.44158(W)     ADJUSTED  
 AN2088* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 AN2088  ___________________________________________________________________
 AN2088  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AN2088  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN2088
 AN2088  HORZ ORDER  -  SECOND
 AN2088
 AN2088.The horizontal coordinates were established by classical geodetic methods
 AN2088.and adjusted by the National Geodetic Survey in February 1996..
 AN2088
 AN2088.The orthometric height was scaled from a topographic map.
 AN2088
 AN2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2088
 AN2088.The geoid height was determined by GEOID03.
 AN2088
 AN2088;                    North         East     Units Scale Factor Converg.
 AN2088;SPC TXSC     - 4,068,503.117   782,348.182   MT  0.99998467   +0 54 43.2
 AN2088;SPC TXSC     -13,348,080.64  2,566,753.99   sFT  0.99998467   +0 54 43.2
 AN2088;UTM  14      - 3,147,170.046   682,303.388   MT  1.00001018   +0 53 12.2
 AN2088
 AN2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2088!SPC TXSC     -   1.00000086  x   0.99998467  =   0.99998553
 AN2088!UTM  14      -   1.00000086  x   1.00001018  =   1.00001104
 AN2088
 AN2088|---------------------------------------------------------------------|
 AN2088| PID    Reference Object                     Distance      Geod. Az  |
 AN2088|                                                           dddmmss.s |
 AN2088| CV5704 VIDAURI RM 1                         27.608 METERS 01339     |
 AN2088| AN1258 Z 694                                              0492748.8 |
 AN2088| CV5705 VIDAURI RM 2                         29.381 METERS 12523     |
 AN2088| AN2089 HUMBLE GRETA DIST OFF RAD MAST      APPROX. 4.2 KM 2201644.2 |
 AN2088| AN2124 REFUGIO HEARD OIL CO RAD MAST       APPROX.18.8 KM 2231917.7 |
 AN2088| AN2120 REFUGIO HUMBLE CO DIST CAMP TK      APPROX.19.7 KM 2290709.2 |
 AN2088|---------------------------------------------------------------------|
 AN2088
 AN2088                          SUPERSEDED SURVEY CONTROL
 AN2088
 AN2088  NAD 83(1986)-  28 26 17.97844(N)    097 08 18.42407(W) AD(       ) 2
 AN2088  NAD 27      -  28 26 16.96500(N)    097 08 17.45600(W) AD(       ) 2
 AN2088
 AN2088.Superseded values are not recommended for survey control.
 AN2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2088.See file dsdata.txt to determine how the superseded data were derived.
 AN2088
 AN2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS8230347170(NAD 83)
 AN2088_MARKER: DS = TRIANGULATION STATION DISK
 AN2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2088
 AN2088  HISTORY     - Date     Condition        Report By
 AN2088  HISTORY     - 1952     MONUMENTED       CGS
 AN2088  HISTORY     - 1954     MARK NOT FOUND   USGS
 AN2088  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN2088
 AN2088                          STATION DESCRIPTION
 AN2088
 AN2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2088'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF REFUGIO,
 AN2088'0.1 MILE WEST OF THE POST OFFICE IN VIDAURI, 16 FEET SOUTH
 AN2088'OF A WITNESS POST, AND 12 FEET EAST OF A FENCE CORNER.
 AN2088'
 AN2088'TO REACH THE STATION FROM THE COURT HOUSE IN REFUGIO.  GO
 AN2088'NORTHEAST ON U.S. HIGHWAY 77 FOR 13.2 MILES TO THE SMALL
 AN2088'VILLAGE OF VIDAURI ON THE LEFT, *TURN LEFT ACROSS THE RAILROAD
 AN2088'TRACKS AND GO WESTERLY FOR 0.15 MILE TO A CATTLE GUARD.  CROSS
 AN2088'THE CATTLE GUARD, THEN TURN LEFT AND GO WEST FOR 50 YARDS TO THE
 AN2088'STATION AS DESCRIBED.  *TO REACH THE AZIMUTH MARK FROM HERE.
 AN2088'GO NORTHEAST ON U.S. HIGHWAY 77 FOR 1.1 MILE TO THE MARK
 AN2088'ON THE LEFT, NORTHWEST, SIDE OF THE ROAD.
 AN2088'
 AN2088'THE STATION MARK, STAMPED VIDAURI 1952, IS A STANDARD DISK
 AN2088'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AN2088'
 AN2088'REFERENCE MARK NO. 1, STAMPED VIDAURI NO 1 1952, IS A STANDARD
 AN2088'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
 AN2088'IT IS 3 FEET SOUTHEAST OF A FENCE LINE.
 AN2088'
 AN2088'REFERENCE MARK NO. 2, STAMPED VIDAURI NO 2 1952, IS A STANDARD
 AN2088'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.
 AN2088'IT IS 48 FEET NORTHWEST OF A CATTLE GUARD AND 2 FEET NORTHEAST
 AN2088'OF A FENCE LINE.
 AN2088'
 AN2088'B M Z694, STAMPED Z694 1943, IS A STANDARD DISK SET IN THE TOP
 AN2088'OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 AN2088'IT IS 60 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 AN2088'77, 45 FEET SOUTHEAST OF A RAILROAD TRACK, AND 1 FOOT WEST
 AN2088'OF A WITNESS POST.  THIS MARK WAS USED AS AN AZIMUTH MARK FOR
 AN2088'THIS STATION.
 AN2088'
 AN2088'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AN2088
 AN2088                          STATION RECOVERY (1954)
 AN2088
 AN2088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AN2088'THE AZIMUTH MARK, BOTH REFERENCE MARKS, AND THE WHITE WITNESS
 AN2088'POST WERE ALL FOUND IN GOOD CONDITION, BUT THE STATION MARK
 AN2088'COULD NOT BE FOUND.  THE SUB-SURFACE STATION MARK WAS NOT
 AN2088'SEARCHED FOR.
 AN2088
 AN2088                          STATION RECOVERY (1994)
 AN2088
 AN2088'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0450 ***********************************************************************
 BQ0450  DESIGNATION -  VIEJA AZ MK
 BQ0450  PID         -  BQ0450
 BQ0450  STATE/COUNTY-  TX/PRESIDIO
 BQ0450  USGS QUAD   -  GETTYSBURG PEAK (1978)
 BQ0450
 BQ0450                         *CURRENT SURVEY CONTROL
 BQ0450  ___________________________________________________________________
 BQ0450* NAD 83(1993)-  30 27 00.24340(N)    104 40 32.40608(W)     ADJUSTED  
 BQ0450* NAVD 88     -      1963.4    (meters)    6442.     (feet)  VERTCON   
 BQ0450  ___________________________________________________________________
 BQ0450  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 BQ0450  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 BQ0450
 BQ0450  HORZ ORDER  -  SECOND
 BQ0450
 BQ0450.The horizontal coordinates were established by classical geodetic methods
 BQ0450.and adjusted by the National Geodetic Survey in February 1996..
 BQ0450
 BQ0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0450
 BQ0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0450
 BQ0450.The geoid height was determined by GEOID03.
 BQ0450
 BQ0450;                    North         East     Units Scale Factor Converg.
 BQ0450;SPC TXSC     - 4,303,247.054    55,049.219   MT  1.00005242   -2 46 50.1
 BQ0450;SPC TXSC     -14,118,236.38    180,607.31   sFT  1.00005242   -2 46 50.1
 BQ0450;SPC TX C     - 3,094,983.398   283,063.778   MT  0.99992772   -2 14 11.6
 BQ0450;SPC TX C     -10,154,124.70    928,685.08   sFT  0.99992772   -2 14 11.6
 BQ0450;UTM  13      - 3,368,702.867   531,139.003   MT  0.99961196   +0 09 51.7
 BQ0450
 BQ0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0450!SPC TXSC     -   0.99969531  x   1.00005242  =   0.99974772
 BQ0450!SPC TX C     -   0.99969531  x   0.99992772  =   0.99962306
 BQ0450!UTM  13      -   0.99969531  x   0.99961196  =   0.99930739
 BQ0450
 BQ0450                          SUPERSEDED SURVEY CONTROL
 BQ0450
 BQ0450  NAD 83(1986)-  30 27 00.24093(N)    104 40 32.40603(W) AD(       ) 2
 BQ0450  NAD 27      -  30 26 59.71405(N)    104 40 30.66835(W) AD(       ) 2
 BQ0450  NGVD 29 (07/19/86) 1962.8    (m)         6440.     (f) VERT ANG       
 BQ0450
 BQ0450.Superseded values are not recommended for survey control.
 BQ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0450.See file dsdata.txt to determine how the superseded data were derived.
 BQ0450
 BQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP3113968703(NAD 83)
 BQ0450
 BQ0450  HISTORY     - Date     Condition        Report By
 BQ0450  HISTORY     - 1934     MONUMENTED       CGS
 BQ0450  HISTORY     - 1977     GOOD             NGS
 BQ0450
 BQ0450                          STATION DESCRIPTION
 BQ0450
 BQ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0450'THE STATION IS ABOUT 15 MILES SOUTHWEST OF VALENTINE AND ON THE
 BQ0450'SECOND PEAK SOUTHEAST OF THE
 BQ0450'HIGHEST POINT ON A RIM OF THE TIERRA VIEJA MOUNTAINS. IT IS
 BQ0450'LOCATED ON PROPERTY OF THE KING RANCH AND PERMISSION WAS
 BQ0450'GRANTED BY THE RANCH FOREMAN, MR. MAX SPROUL, VALENTINE, TEXAS.
 BQ0450'TELEPHONE 915-358-4415.
 BQ0450'
 BQ0450'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 BQ0450'NORTHWEST ON U.S. HIGHWAY 90
 BQ0450'FOR 0.08 MILE TO A SIDE ROAD LEFT AT A SIGN
 BQ0450'(MILLER RANCH). TURN LEFT AND GO WEST AND SOUTH FOR 2.6 MILES
 BQ0450'TO A GATE AND A CROSSROAD. CONTINUE STRAIGHT AHEAD FOR 3.95
 BQ0450'MILES TO A RANCH HOUSE ON THE LEFT. CONTINUE STRAIGHT AHEAD FOR
 BQ0450'1.0 MILE TO A GATE. CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD
 BQ0450'FOR 2.1 MILE TO A CATTLE GUARD. CONTINUE AHEAD FOR 1.15 MILE
 BQ0450'TO A CORRAL ON THE RIGHT AND A GATE ON THE LEFT. TURN LEFT,
 BQ0450'THROUGH THE GATE AND FOLLOW THE MAIN ROAD FOR 2.05 MILES
 BQ0450'TO A REVERSE FORK. (TO REACH THE KING RANCH HEADQUARTERS
 BQ0450'FROM THIS POINT, CONTINUE AHEAD ON THE MAIN TRAVELED ROAD).
 BQ0450'TURN SHARP RIGHT AND FOLLOW THE MAIN TRAVELED ROAD
 BQ0450'FOR 0.45 MILE TO A FORK, BEAR LEFT AND FOLLOW
 BQ0450'THE MAIN ROAD FOR 1.5 MILES TO A GATE. PASS
 BQ0450'THROUGH AND FOLLOW THE MAIN ROAD FOR 2.25 MILE TO A GATE.
 BQ0450'PASS THROUGH THE GATE AND GO ON THE MAIN ROAD FOR 2.65 MILE TO
 BQ0450'AN ALUMINUM GATE. PASS THROUGH AND FOLLOW THE MAIN ROAD
 BQ0450'FOR 1.0 MILE TO A FORK, BEAR RIGHT AND FOLLOW THE MAIN ROAD
 BQ0450'FOR 0.55 MILE TO A FORK, BEAR RIGHT AND FOLLOW THE MAIN
 BQ0450'ROAD FOR 0.45 MILE TO A GATE. PASS THROUGH THE GATE AND
 BQ0450'FOLLOW THE MAIN TRAVELED ROAD FOR 2.15 MILES TO A FORK IN
 BQ0450'THE CANYON AT A WINDMILL.  TURN RIGHT ON MAIN ROAD FOR
 BQ0450'0.85 MILE TO A FORK. BEAR LEFT AND FOLLOW A TRACK ROAD FOR 0.6
 BQ0450'MILE TO A FORK, BEAR LEFT AND FOLLOW A TRACK ROAD FOR 1.65
 BQ0450'MILES TO A FORK.  BEAR RIGHT
 BQ0450'AND FOLLOW A TRACK ROAD FOR 0.05 MILE TO STATION VIEJA,
 BQ0450'WHICH IS NORTH OF A LARGE PILE OF ROCKS.  PACK SOUTHEAST FOR
 BQ0450'ABOUT 1/4 MILE TO THE SECOND PEAK AND THE AZIMUTH MARK.
 BQ0450'
 BQ0450'AZIMUTH MARK IS, STAMPED---VIEJA USGS 1934---, IS A STANDARD
 BQ0450'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 BQ0450'GROUND. THERE WERE NO SUITABLE LANDMARKS TO REFERENCE TO IN THE
 BQ0450'AREA.
 BQ0450'
 BQ0450'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.1 METERS.
 BQ0450'
 BQ0450'A 4/WHEEL DRIVE VEHICLE IS NEEDED.
 BQ0450'
 BQ0450'RANCH HEADQUARTERS SHOULD BE NOTIFIED BEFORE EACH TRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0449 ***********************************************************************
 BQ0449  DESIGNATION -  VIEJA RESET
 BQ0449  PID         -  BQ0449
 BQ0449  STATE/COUNTY-  TX/PRESIDIO
 BQ0449  USGS QUAD   -  GETTYSBURG PEAK (1978)
 BQ0449
 BQ0449                         *CURRENT SURVEY CONTROL
 BQ0449  ___________________________________________________________________
 BQ0449* NAD 83(1993)-  30 27 09.76407(N)    104 40 42.01996(W)     ADJUSTED  
 BQ0449* NAVD 88     -      1982.6    (meters)    6505.     (feet)  VERTCON   
 BQ0449  ___________________________________________________________________
 BQ0449  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 BQ0449  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 BQ0449
 BQ0449  HORZ ORDER  -  FIRST
 BQ0449
 BQ0449.The horizontal coordinates were established by classical geodetic methods
 BQ0449.and adjusted by the National Geodetic Survey in February 1996..
 BQ0449
 BQ0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0449
 BQ0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0449
 BQ0449.The geoid height was determined by GEOID03.
 BQ0449
 BQ0449;                    North         East     Units Scale Factor Converg.
 BQ0449;SPC TXSC     - 4,303,552.355    54,807.240   MT  1.00005332   -2 46 54.8
 BQ0449;SPC TXSC     -14,119,238.02    179,813.42   sFT  1.00005332   -2 46 54.8
 BQ0449;SPC TX C     - 3,095,286.350   282,818.942   MT  0.99992728   -2 14 16.6
 BQ0449;SPC TX C     -10,155,118.63    927,881.81   sFT  0.99992728   -2 14 16.6
 BQ0449;UTM  13      - 3,368,995.203   530,881.771   MT  0.99961176   +0 09 46.9
 BQ0449
 BQ0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0449!SPC TXSC     -   0.99969230  x   1.00005332  =   0.99974561
 BQ0449!SPC TX C     -   0.99969230  x   0.99992728  =   0.99961960
 BQ0449!UTM  13      -   0.99969230  x   0.99961176  =   0.99930418
 BQ0449
 BQ0449|---------------------------------------------------------------------|
 BQ0449| PID    Reference Object                     Distance      Geod. Az  |
 BQ0449|                                                           dddmmss.s |
 BQ0449| CH9838 VIEJA RM 1                           14.530 METERS 06803     |
 BQ0449| CH9837 VIEJA AZ MK OFFSET                                 1384906.8 |
 BQ0449| BQ0450 VIEJA AZ MK                         389.546 METERS 13849     |
 BQ0449| CH9839 VIEJA RM 2                           20.447 METERS 35317     |
 BQ0449|---------------------------------------------------------------------|
 BQ0449
 BQ0449                          SUPERSEDED SURVEY CONTROL
 BQ0449
 BQ0449  NAD 83(1986)-  30 27 09.76160(N)    104 40 42.01989(W) AD(       ) 1
 BQ0449  NAD 27      -  30 27 09.23500(N)    104 40 40.28200(W) AD(       ) 1
 BQ0449  NGVD 29 (07/19/86) 1982.0    (m)         6503.     (f) VERT ANG       
 BQ0449
 BQ0449.Superseded values are not recommended for survey control.
 BQ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0449.See file dsdata.txt to determine how the superseded data were derived.
 BQ0449
 BQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP3088268995(NAD 83)
 BQ0449_MARKER: DS = TRIANGULATION STATION DISK
 BQ0449_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0449+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BQ0449
 BQ0449  HISTORY     - Date     Condition        Report By
 BQ0449  HISTORY     - 1934     MONUMENTED       CGS
 BQ0449  HISTORY     - 1977     GOOD             NGS
 BQ0449  HISTORY     - 1986     GOOD
 BQ0449
 BQ0449                          STATION DESCRIPTION
 BQ0449
 BQ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0449'ABOUT 15 MILES, AIRLINE, SOUTHWEST OF VALENTINE ON THE HIGHEST
 BQ0449'POINT ON THE RIM OF THE TIERRA VIEJA MOUNTAINS.  STATION IS
 BQ0449'16.5 FEET EAST OF RIM AND 12 FEET NORTHWEST OF THE CENTER OF A
 BQ0449'LARGE FLAT ROCK CAIRN WHICH IS STATION VIEJA U.S. GEOLOGICAL
 BQ0449'SURVEY.
 BQ0449'
 BQ0449'TO REACH FROM VALENTINE, GO WEST ON MAIN ROAD FROM THE RAILROAD
 BQ0449'STATION 1.3 MILES TO A GRADED ROAD LEADING SOUTHWEST, FOLLOW
 BQ0449'MAIN ROAD SOUTHWEST 2.4 MILES TO FORKS, TAKE LEFT FORK AND
 BQ0449'FOLLOW 5.6 MILES TO ANOTHER FORK (RIGHT FORK GOES TO A WHITE RANCH
 BQ0449'HOUSE ABOUT 2 MILES SOUTH), TAKE LEFT FORK FOR 0.9 MILE TO A
 BQ0449'FORKS AT FENCE CORNER, TAKE RIGHT FORK (SOUTHWEST) AND GO 7.3
 BQ0449'MILES TO GELLETTES COW CAMP, A WELL AND CORRALS.  TURN RIGHT
 BQ0449'AND PASS THROUGH CORRALS, THEN THROUGH GATES AT THE NORTH SIDE
 BQ0449'OF CORRALS, AND GO UP THE RIDGE TO THE WEST ON A STEEP RANCH
 BQ0449'ROAD FOR 1.8 MILES TO THE FORKS AT THE TOP OF A GRASSY
 BQ0449'RIDGE.  TURN RIGHT UP THE RIDGE AND GO 4.5 MILES TO THE END OF
 BQ0449'THE ROAD AT THE RIM.  END OF TRUCK TRAVEL.  FROM HERE STATION
 BQ0449'IS VISIBLE ABOUT 1.0 MILE TO THE NORTH.  A HALF HOUR PACK
 BQ0449'WITH LOAD.
 BQ0449'
 BQ0449'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BQ0449'SET IN OUTCROPPING BEDROCK AS DESCRIBED.
 BQ0449'
 BQ0449'REFERENCE MARKS ARE ON THE SAME PEAK AS THE STATION.
 BQ0449'
 BQ0449'AZIMUTH MARK IS SOUTHEAST OF STATION ON THE SECOND PEAK TO THE
 BQ0449'SOUTHEAST ON THE RIM OF THE MOUNTAIN.
 BQ0449'
 BQ0449'OFFICE NOTE--THIS IS NOT A STATION OF THE U.S. GEOLOGICAL SURVEY
 BQ0449'EVEN THOUT IT MAY BE STAMPED WITH THE LETTERS U.S.G.S.
 BQ0449
 BQ0449                          STATION RECOVERY (1977)
 BQ0449
 BQ0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0449'THE STATION MARK, REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK
 BQ0449'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE
 BQ0449'DIRECTIONS TO THE REFERENCE MARKS CHECKED. A DIFFERENCE OF
 BQ0449'0.014 METER LONGER IS NOTED IN THE DISTANCE TO REFERENCE MARK
 BQ0449'1 AND A DIFFERENCE OF 0.005 METER SHORTER IS NOTED IN THE
 BQ0449'DISTANCE TO REFERENCE MARK 2. BECAUSE OF THE NOTED DIFFERENCES.
 BQ0449'A COMPLETE DESCRIPTION FOLLOWS.
 BQ0449'
 BQ0449'THE STATION IS ABOUT 15 MILES SOUTHWEST OF VALENTINE AND ON THE
 BQ0449'HIGHEST POINT ON A RIM OF THE TIERRA VIEJA MOUNTAINS. IT IS
 BQ0449'LOCATED ON PROPERTY OF THE KING RANCH AND PERMISSION WAS
 BQ0449'GRANTED BY THE RANCH FOREMAN, MR. MAX SPROUL, VALENTINE, TEXAS.
 BQ0449'TELEPHONE 915-358-4415.
 BQ0449'
 BQ0449'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 BQ0449'NORTHWEST ON U.S. HIGHWAY 90
 BQ0449'FOR 0.08 MILE TO A SIDE ROAD LEFT AT A SIGN
 BQ0449'(MILLER RANCH). TURN LEFT AND GO WEST AND SOUTH FOR 2.6 MILES
 BQ0449'TO A GATE AND A CROSSROAD. CONTINUE STRAIGHT AHEAD FOR 3.95
 BQ0449'MILES TO A RANCH HOUSE ON THE LEFT. CONTINUE STRAIGHT AHEAD FOR
 BQ0449'1.0 MILE TO A GATE. CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD
 BQ0449'FOR 2.1 MILE TO A CATTLE GUARD. CONTINUE AHEAD FOR 1.15 MILE
 BQ0449'TO A CORRAL ON THE RIGHT AND A GATE ON THE LEFT. TURN LEFT,
 BQ0449'THROUGH THE GATE AND FOLLOW THE MAIN ROAD FOR 2.05 MILES
 BQ0449'TO A REVERSE FORK. (TO REACH THE KING RANCH HEADQUARTERS
 BQ0449'FROM THIS POINT, CONTINUE AHEAD ON THE MAIN TRAVELED ROAD).
 BQ0449'TURN SHARP RIGHT AND FOLLOW THE MAIN TRAVELED ROAD
 BQ0449'FOR 0.45 MILE TO A FORK, BEAR LEFT AND FOLLOW
 BQ0449'THE MAIN ROAD FOR 1.5 MILES TO A GATE. PASS
 BQ0449'THROUGH AND FOLLOW THE MAIN ROAD FOR 2.25 MILE TO A GATE.
 BQ0449'PASS THROUGH THE GATE AND GO ON THE MAIN ROAD FOR 2.65 MILE TO
 BQ0449'AN ALUMINUM GATE. PASS THROUGH AND FOLLOW THE MAIN ROAD
 BQ0449'FOR 1.0 MILE TO A FORK, BEAR RIGHT AND FOLLOW THE MAIN ROAD
 BQ0449'FOR 0.55 MILE TO A FORK, BEAR RIGHT AND FOLLOW THE MAIN
 BQ0449'ROAD FOR 0.45 MILE TO A GATE. PASS THROUGH THE GATE AND
 BQ0449'FOLLOW THE MAIN TRAVELED ROAD FOR 2.15 MILES TO A FORK IN
 BQ0449'THE CANYON AT A WINDMILL.  TURN RIGHT ON MAIN ROAD FOR
 BQ0449'0.85 MILE TO A FORK. BEAR LEFT AND FOLLOW A TRACK ROAD FOR 0.6
 BQ0449'MILE TO A FORK, BEAR LEFT AND FOLLOW A TRACK ROAD FOR 1.65
 BQ0449'MILES TO A FORK.  BEAR RIGHT
 BQ0449'AND FOLLOW A TRACK ROAD FOR 0.05 MILE TO THE STATION,
 BQ0449'WHICH IS NORTH OF A LARGE PILE OF ROCKS.
 BQ0449'
 BQ0449'THE STATION MARK, STAMPED---VIEJA USGS 1934---, IS A STANDARD
 BQ0449'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BQ0449'IT IS 12 FEET NORTH-NORTHWEST OF THE CENTER
 BQ0449'OF A CAIRN, 16 FEET EAST OF A CLIFF AND 46 FEET WEST OF A 10
 BQ0449'INCH TREE.
 BQ0449'
 BQ0449'REFERENCE MARK 1, STAMPED---VIEJA USGS NO 1 1934---, IS A
 BQ0449'STANDARD DISK CEMENTED IN A DRILL HOLE IN
 BQ0449'BEDROCK THAT PROJECTS 8 INCHES ABOVE THE GROUND
 BQ0449'IT IS 1 FOOT SOUTH OF THE SOUTH EDGE OF A TRACK ROAD, 11 FEET
 BQ0449'NORTH OF THE TREE AND 67 FEET EAST OF THE CAIRN.
 BQ0449'
 BQ0449'REFERENCE MARK 2, STAMPED---VIEJA USGS NO 2 1934---, IS A
 BQ0449'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 BQ0449'1.5 FEET ABOVE THE GROUND. IT IS 8 FEET EAST OF THE EDGE OF THE
 BQ0449'CLIFF AND 10 FEET WEST OF THE TRACK ROAD.
 BQ0449'
 BQ0449'AZIMUTH MARK IS, STAMPED---VIEJA USGS 1934---, IS A STANDARD
 BQ0449'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 BQ0449'GROUND. THERE WERE NO SUITABLE LANDMARKS TO REFERENCE TO IN THE
 BQ0449'AREA.
 BQ0449'
 BQ0449'AZIMUTH MARK IS SOUTHEAST OF THE STATION AND ON THE SECOND
 BQ0449'PEAK TO THE SOUTHEAST ON THE RIM OF THE MOUNTAIN.
 BQ0449'
 BQ0449'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.6 METERS.
 BQ0449'
 BQ0449'A 4/WHEEL DRIVE VEHICLE IS NEEDED.
 BQ0449'
 BQ0449'RANCH HEADQUARTERS SHOULD BE NOTIFIED BEFORE EACH TRIP.
 BQ0449
 BQ0449                          STATION RECOVERY (1986)
 BQ0449
 BQ0449'RECOVERED 1986
 BQ0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1393 ***********************************************************************
 AB1393  DESIGNATION -  VIEJO
 AB1393  PID         -  AB1393
 AB1393  STATE/COUNTY-  TX/CAMERON
 AB1393  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB1393
 AB1393                         *CURRENT SURVEY CONTROL
 AB1393  ___________________________________________________________________
 AB1393* NAD 83(1993)-  25 59 20.43814(N)    097 35 54.78881(W)     ADJUSTED  
 AB1393* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AB1393  ___________________________________________________________________
 AB1393  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AB1393  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 AB1393
 AB1393  HORZ ORDER  -  SECOND
 AB1393
 AB1393.The horizontal coordinates were established by classical geodetic methods
 AB1393.and adjusted by the National Geodetic Survey in February 1996..
 AB1393
 AB1393.The orthometric height was scaled from a topographic map.
 AB1393
 AB1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1393
 AB1393.The geoid height was determined by GEOID03.
 AB1393
 AB1393;                    North         East     Units Scale Factor Converg.
 AB1393;SPC TX S     - 5,036,037.075   390,262.964   MT  1.00004949   +0 24 33.3
 AB1393;SPC TX S     -16,522,398.30  1,280,387.74   sFT  1.00004949   +0 24 33.3
 AB1393;UTM  14      - 2,875,218.687   640,275.326   MT  0.99984296   +0 36 51.2
 AB1393
 AB1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1393!SPC TX S     -   1.00000131  x   1.00004949  =   1.00005080
 AB1393!UTM  14      -   1.00000131  x   0.99984296  =   0.99984427
 AB1393
 AB1393:                Primary Azimuth Mark                     Grid Az
 AB1393:SPC TX S     -  VIEJO AZ MK                              003 53 00.7
 AB1393:UTM  14      -  VIEJO AZ MK                              003 40 42.8
 AB1393
 AB1393|---------------------------------------------------------------------|
 AB1393| PID    Reference Object                     Distance      Geod. Az  |
 AB1393|                                                           dddmmss.s |
 AB1393| CV3552 VIEJO AZ MK                                        0041734.0 |
 AB1393| CV3553 VIEJO RM 1                           18.143 METERS 02828     |
 AB1393| CV3554 VIEJO RM 2                           22.750 METERS 22727     |
 AB1393|---------------------------------------------------------------------|
 AB1393
 AB1393                          SUPERSEDED SURVEY CONTROL
 AB1393
 AB1393  NAD 83(1986)-  25 59 20.44696(N)    097 35 54.74585(W) AD(       ) 2
 AB1393  NAD 27      -  25 59 19.16000(N)    097 35 53.78600(W) AD(       ) 2
 AB1393
 AB1393.Superseded values are not recommended for survey control.
 AB1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1393.See file dsdata.txt to determine how the superseded data were derived.
 AB1393
 AB1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP4027575219(NAD 83)
 AB1393_MARKER: DS = TRIANGULATION STATION DISK
 AB1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1393
 AB1393  HISTORY     - Date     Condition        Report By
 AB1393  HISTORY     - 1947     MONUMENTED       CGS
 AB1393
 AB1393                          STATION DESCRIPTION
 AB1393
 AB1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1393'STATION IS LOCATED ABOUT 12 MILES SOUTH OF SAN BENITO AND ABOUT
 AB1393'8 MILES NORTHWEST OF BROWNSVILLE.  IT IS 100 FEET WEST OF
 AB1393'CENTERLINE OF STATE HIGHWAY 48, 35 FEET SOUTH OF SOUTH LEVEE
 AB1393'BANK OF A FLOODWAY, 15 FEET SOUTH OF A DIRT ROAD AND 4 FEET
 AB1393'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 AB1393'AND THE DISK IS STAMPED VIEJO 1947.
 AB1393'
 AB1393'REFERENCE MARK NO. 1 IS 59.53 FEET NORTHEAST OF THE STATION.
 AB1393'IT IS 49 FEET WEST OF THE CENTERLINE OF HIGHWAY 48, AND 6 FEET
 AB1393'NORTH OF A POWERLINE POLE.  THE MARK PROJECTS 6 INCHES AND
 AB1393'THE DISK IS STAMPED VIEJO NO 1 1947.
 AB1393'
 AB1393'REFERENCE MARK NO. 2 IS 74,64 FEET SOUTHWEST OF THE STATION.
 AB1393'IT IS 36 FEET SOUTH OF THE SOUTH BANK OF LEVEE FLOODWAY AND
 AB1393'17 FEET SOUTH OF A DIRT ROAD.  THE MARK PROJECTS 6 INCHES AND THE
 AB1393'DISK IS STAMPED VIEJO NO 2 1947.
 AB1393'
 AB1393'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, IN THE CONCRETE
 AB1393'ABUTMENT AT THE SOUTH END OF A NORTH-SOUTH IRRIGATION CANAL.
 AB1393'IT IS 60 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 AB1393'ROAD AND IN THE SOUTHEAST CORNER OF THE CONCRETE ABUTMENT.
 AB1393'THE DISK IS FLUSH AND IS STAMPED VIEJO 1947.  *A 12 FOOT STAND
 AB1393'AT THE STATION IS REQUIRED TO SEE THIS MARK.
 AB1393'
 AB1393'TO REACH THE STATION FROM THE INTERSECTION OF SAM HOUSTON
 AB1393'BLVD., AND ROBERTSON STREET, IN SAN BENITO, GO WEST ON SAM
 AB1393'HOUSTON BLVD. FOR 7.4 MILES TO THE INTERSECTION WITH TEXAS
 AB1393'HIGHWAY 48, TURN LEFT AND GO SOUTH ON HIGHWAY 48 FOR 8.4
 AB1393'MILES TO STATION ON RIGHT AS DESCRIBED.
 AB1393'
 AB1393'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 AB1393'48 FOR 0.3 MILE TO A T ROAD INTERSECTION RIGHT, TURN RIGHT
 AB1393'AND GO EAST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AB1393'
 AB1393'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0697 ***********************************************************************
 BN0697  DESIGNATION -  VIEW
 BN0697  PID         -  BN0697
 BN0697  STATE/COUNTY-  TX/LLANO
 BN0697  USGS QUAD   -  SCOTTS CROSSING (1960)
 BN0697
 BN0697                         *CURRENT SURVEY CONTROL
 BN0697  ___________________________________________________________________
 BN0697* NAD 83(1993)-  30 37 39.80619(N)    098 50 14.34675(W)     ADJUSTED  
 BN0697* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 BN0697  ___________________________________________________________________
 BN0697  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BN0697  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BN0697
 BN0697  HORZ ORDER  -  THIRD
 BN0697
 BN0697.The horizontal coordinates were established by classical geodetic methods
 BN0697.and adjusted by the National Geodetic Survey in February 1996..
 BN0697
 BN0697.The orthometric height was scaled from a topographic map.
 BN0697
 BN0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0697
 BN0697.The geoid height was determined by GEOID03.
 BN0697
 BN0697;                    North         East     Units Scale Factor Converg.
 BN0697;SPC TX C     - 3,107,502.653   843,409.562   MT  0.99990288   +0 46 13.9
 BN0697;SPC TX C     -10,195,198.29  2,767,086.20   sFT  0.99990288   +0 46 13.9
 BN0697;UTM  14      - 3,388,356.860   515,590.573   MT  0.99960300   +0 04 58.4
 BN0697
 BN0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0697!SPC TX C     -   0.99993903  x   0.99990288  =   0.99984192
 BN0697!UTM  14      -   0.99993903  x   0.99960300  =   0.99954206
 BN0697
 BN0697:                Primary Azimuth Mark                     Grid Az
 BN0697:SPC TX C     -  VIEW AZ MK                               030 22 02.4
 BN0697:UTM  14      -  VIEW AZ MK                               031 03 17.9
 BN0697
 BN0697|---------------------------------------------------------------------|
 BN0697| PID    Reference Object                     Distance      Geod. Az  |
 BN0697|                                                           dddmmss.s |
 BN0697| CV5706 VIEW AZ MK                                         0310816.3 |
 BN0697| CV5707 VIEW RM 1                             9.861 METERS 12301     |
 BN0697| CV5708 VIEW RM 2                            10.739 METERS 22122     |
 BN0697|---------------------------------------------------------------------|
 BN0697
 BN0697                          SUPERSEDED SURVEY CONTROL
 BN0697
 BN0697  NAD 83(1986)-  30 37 39.81705(N)    098 50 14.33359(W) AD(       ) 3
 BN0697  NAD 27      -  30 37 39.16240(N)    098 50 13.16700(W) AD(       ) 3
 BN0697
 BN0697.Superseded values are not recommended for survey control.
 BN0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0697.See file dsdata.txt to determine how the superseded data were derived.
 BN0697
 BN0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1559188357(NAD 83)
 BN0697_MARKER: DS = TRIANGULATION STATION DISK
 BN0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0697
 BN0697  HISTORY     - Date     Condition        Report By
 BN0697  HISTORY     - 1956     MONUMENTED       CGS
 BN0697
 BN0697                          STATION DESCRIPTION
 BN0697
 BN0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0697'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF THE LLANO-CHERRY
 BN0697'SPRING ROAD, ABOUT 11-3/4 MILES SOUTHWEST OF LLANO, 8-1/2
 BN0697'MILES NORTH OF THE GILLESPIE-LLANO COUNTY LINE, 7-1/4 MILES
 BN0697'EAST OF THE LLANO-MASON COUNTY LINE, 37 FEET EAST OF THE CENTER
 BN0697'OF THE MAIN ROAD, 27 FEET SOUTH OF THE CENTER OF A SIDE ROAD
 BN0697'AND 4 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0697'
 BN0697'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16
 BN0697'AND FARM ROAD 152 AT THE NORTHEAST CORNER OF THE COURTHOUSE
 BN0697'SQUARE IN LLANO, GO WEST ON HIGHWAY 152 FOR 0.1 MILE TO A
 BN0697'CROSS STREET JUST SOUTH OF THE MUNICIPAL WATER TANK, TURN
 BN0697'LEFT AND GO SOUTH FOR 0.7 MILE TO A FORK, TAKE THE RIGHT
 BN0697'ROAD AND GO SOUTHWEST FOR 11.15 MILES TO A REVERSE FORK ON
 BN0697'THE RIGHT, BEAR LEFT AND GO SOUTHEAST FOR 0.3 MILE TO A FORK,
 BN0697'TAKE THE RIGHT ROAD AND GO 0.05 MILE TO A CATTLE GUARD AND
 BN0697'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 BN0697'SOUTHERLY ON THE MAIN ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE
 BN0697'LEFT AND THE STATION.
 BN0697'
 BN0697'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0697'VIEW 1956.
 BN0697'
 BN0697'REFERENCE MARK 1 IS 28 FEET SOUTH OF THE CENTER OF THE SIDE
 BN0697'ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0697'VIEW NO 1 1956.
 BN0697'
 BN0697'REFERENCE MARK 2 IS 34 FEET EAST OF THE CENTER OF THE MAIN
 BN0697'ROAD.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BN0697'VIEW NO 2 1956.
 BN0697'
 BN0697'THE AZIMUTH MARK IS 99 FEET WEST OF THE CENTER OF THE CATTLE
 BN0697'GUARD, 2 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST AND
 BN0697'1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES, AND
 BN0697'THE DISK IS STAMPED VIEW 1956.
 BN0697'
 BN0697'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0859 ***********************************************************************
 EN0859  DESIGNATION -  VIEW
 EN0859  PID         -  EN0859
 EN0859  STATE/COUNTY-  TX/HALE
 EN0859  USGS QUAD   -  PLAINVIEW (1965)
 EN0859
 EN0859                         *CURRENT SURVEY CONTROL
 EN0859  ___________________________________________________________________
 EN0859* NAD 83(1993)-  34 10 59.59428(N)    101 39 42.90560(W)     ADJUSTED  
 EN0859* NAVD 88     -      1022.     (meters)    3353.     (feet)  SCALED    
 EN0859  ___________________________________________________________________
 EN0859  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 EN0859  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EN0859
 EN0859  HORZ ORDER  -  THIRD
 EN0859
 EN0859.The horizontal coordinates were established by classical geodetic methods
 EN0859.and adjusted by the National Geodetic Survey in February 1996..
 EN0859
 EN0859.The orthometric height was scaled from a topographic map.
 EN0859
 EN0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0859
 EN0859.The geoid height was determined by GEOID03.
 EN0859
 EN0859;                    North         East     Units Scale Factor Converg.
 EN0859;SPC TXNC     - 2,283,467.830   308,539.829   MT  1.00006760   -1 43 28.2
 EN0859;SPC TXNC     - 7,491,677.37  1,012,267.76   sFT  1.00006760   -1 43 28.2
 EN0859;UTM  14      - 3,785,674.638   254,673.865   MT  1.00034195   -1 29 46.8
 EN0859
 EN0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0859!SPC TXNC     -   0.99984366  x   1.00006760  =   0.99991125
 EN0859!UTM  14      -   0.99984366  x   1.00034195  =   1.00018556
 EN0859
 EN0859:                Primary Azimuth Mark                     Grid Az
 EN0859:SPC TXNC     -  VIEW AZ MK                               069 58 38.3
 EN0859:UTM  14      -  VIEW AZ MK                               069 44 56.9
 EN0859
 EN0859|---------------------------------------------------------------------|
 EN0859| PID    Reference Object                     Distance      Geod. Az  |
 EN0859|                                                           dddmmss.s |
 EN0859| CJ9193 VIEW AZ MK                                         0681510.1 |
 EN0859| EN0858 PLAINVIEW COOP COMPRESS TANK        APPROX. 1.7 KM 0771138.5 |
 EN0859| CJ9194 VIEW RM 1                            12.484 METERS 09137     |
 EN0859| CJ9195 VIEW RM 2                            12.868 METERS 35826     |
 EN0859|---------------------------------------------------------------------|
 EN0859
 EN0859                          SUPERSEDED SURVEY CONTROL
 EN0859
 EN0859  NAD 83(1993)-  34 10 59.59666(N)    101 39 42.89971(W) AD(       ) 3
 EN0859  NAD 83(1986)-  34 10 59.60044(N)    101 39 42.89993(W) AD(       ) 3
 EN0859  NAD 27      -  34 10 59.34339(N)    101 39 41.27655(W) AD(       ) 3
 EN0859
 EN0859.Superseded values are not recommended for survey control.
 EN0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0859.See file dsdata.txt to determine how the superseded data were derived.
 EN0859
 EN0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5467485675(NAD 83)
 EN0859_MARKER: DS = TRIANGULATION STATION DISK
 EN0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0859
 EN0859  HISTORY     - Date     Condition        Report By
 EN0859  HISTORY     - 1964     MONUMENTED       CGS
 EN0859  HISTORY     - 1971     GOOD             DMA
 EN0859
 EN0859                          STATION DESCRIPTION
 EN0859
 EN0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0859'STATION IS LOCATED ABOUT 14.0 MILES WEST NORTHWEST OF LOCKNEY, 2.5
 EN0859'MILES EAST OF THE CENTER OF PLAINVIEW AT A SOUTHWESTERN PUBLIC
 EN0859'SERVICE COMPANY SUB-STATION ON THE SOUTH SIDE OF U. S. HIGHWAY 70.
 EN0859'
 EN0859'STATION IS REACHED AS FOLLOWS--FROM THE COURTHOUSE SQUARE, IN
 EN0859'PLAINVIEW, GO EASTERLY ON U. S. HIGHWAY NO. 70 FOR 2.4 MILES TO
 EN0859'STATION ON THE SOUTH SIDE OF THE HIGHWAY.
 EN0859'
 EN0859'STATION, STAMPED VIEW 1964, IS A STANDARD USC AND GS BRONZE DISK SET
 EN0859'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 EN0859'1 INCH ABOVE THE GROUND.  IT IS 252.5 FEET SOUTH OF THE CENTERLINE
 EN0859'OF U. S. HIGHWAY NO. 70, 95.6 FEET SOUTHWEST OF THE SOUTHWEST
 EN0859'CORNER OF WIRE MESH FENCE AROUND TRANSFORMERS, 5.0 FEET WEST
 EN0859'NORTHWEST OF METAL WITNESS POST AND SIGN AND 3.5 FEET NORTHEAST
 EN0859'OF FENCE CORNER.
 EN0859'
 EN0859'R. M. NO. 1, STAMPED VIEW NO 1 1964, IS A STANDARD USC AND GS BRONZE
 EN0859'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EN0859'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 85.2 FEET SOUTH OF
 EN0859'THE SOUTHWEST CORNER OF WIRE MESH FENCE AROUND TRANSFORMERS, 43.3
 EN0859'FEET EAST OF FENCE CORNER, 2.0 FEET NORTH OF FENCE LINE AND ABOUT THE
 EN0859'SAME ELEVATION AS THE STATION.
 EN0859'
 EN0859'R. M. NO. 2, STAMPED VIEW NO 2 1964, IS A STANDARD USC AND GS BRONZE
 EN0859'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EN0859'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 76.0 FEET WEST OF
 EN0859'THE WEST ONE OF TWO POWER LINE POLES, 62.6 FEET SOUTHWEST OF THE
 EN0859'SOUTHWEST CORNER OF WIRE MESH FENCE AROUND TRANSFORMERS, 45.0 FEET
 EN0859'NORTH OF FENCE CORNER, 2.0 FEET EAST OF FENCE LINE AND ABOUT THE
 EN0859'SAME ELEVATION AS THE STATION.
 EN0859'
 EN0859'AZIMUTH MARK, STAMPED VIEW 1964, IS CEMENTED IN A DRILL HOLE IN THE
 EN0859'TOP OF THE CONCRETE FOUNDATION OF THE RAILROAD SIGNAL LIGHT.  IT IS
 EN0859'55.2 FEET NORTH OF THE CONCRETE BASE OF RAILROAD SEMAPHORE, 46.0
 EN0859'FEET EAST OF THE CENTERLINE OF GRAVELLED ROAD AND 14.2 FEET NORTH OF
 EN0859'THE NEAREST RAIL OF RAILROAD TRACK.
 EN0859'
 EN0859'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY, ON U. S.
 EN0859'HIGHWAY NO. 70, FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 EN0859'AND GO NORTH 0.05 MILE TO RAILROAD CROSSING AND AZIMUTH MARK.
 EN0859
 EN0859                          STATION RECOVERY (1971)
 EN0859
 EN0859'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 EN0859'STATION, RM 1, RM 2, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 EN0859'
 EN0859'1964 ROUTE DESCRIPTION ADEQUATE.
 EN0859'
 EN0859'USC AND GS UNADJUSTED FIELD DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1118 ***********************************************************************
 CU1118  DESIGNATION -  VIEW
 CU1118  PID         -  CU1118
 CU1118  STATE/COUNTY-  TX/HOWARD
 CU1118  USGS QUAD   -  KNOTT SE (1966)
 CU1118
 CU1118                         *CURRENT SURVEY CONTROL
 CU1118  ___________________________________________________________________
 CU1118* NAD 83(1993)-  32 18 11.23199(N)    101 30 09.55454(W)     ADJUSTED  
 CU1118* NAVD 88     -       796.     (meters)    2612.     (feet)  SCALED    
 CU1118  ___________________________________________________________________
 CU1118  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CU1118  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CU1118
 CU1118  HORZ ORDER  -  THIRD
 CU1118
 CU1118.The horizontal coordinates were established by classical geodetic methods
 CU1118.and adjusted by the National Geodetic Survey in February 1996..
 CU1118
 CU1118.The orthometric height was scaled from a topographic map.
 CU1118
 CU1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1118
 CU1118.The geoid height was determined by GEOID03.
 CU1118
 CU1118;                    North         East     Units Scale Factor Converg.
 CU1118;SPC TXNC     - 2,074,618.557   317,257.771   MT  0.99995730   -1 38 15.5
 CU1118;SPC TXNC     - 6,806,477.72  1,040,869.87   sFT  0.99995730   -1 38 15.5
 CU1118;UTM  14      - 3,576,786.329   264,359.573   MT  1.00028479   -1 20 16.9
 CU1118
 CU1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1118!SPC TXNC     -   0.99987900  x   0.99995730  =   0.99983630
 CU1118!UTM  14      -   0.99987900  x   1.00028479  =   1.00016375
 CU1118
 CU1118:                Primary Azimuth Mark                     Grid Az
 CU1118:SPC TXNC     -  BIG SPRINGS CRMWD MICROWAVE              115 32 02.8
 CU1118:UTM  14      -  BIG SPRINGS CRMWD MICROWAVE              115 14 04.2
 CU1118
 CU1118|---------------------------------------------------------------------|
 CU1118| PID    Reference Object                     Distance      Geod. Az  |
 CU1118|                                                           dddmmss.s |
 CU1118| CU1111 BIG SPRINGS CRMWD MICROWAVE         APPROX. 3.5 KM 1135347.3 |
 CU1118| CU1096 BIG SPRINGS VA HOSP TANK            APPROX. 8.4 KM 1622659.2 |
 CU1118| CH9840 VIEW RM 1                             5.448 METERS 16542     |
 CU1118| CU1097 PARK                                APPROX. 7.8 KM 1710440.8 |
 CU1118| CU1125 WEBB AFB RADAR DOME                 APPROX. 8.6 KM 1872545.1 |
 CU1118| CU1126 WEBB AFB CONTROL TOWER              APPROX. 8.7 KM 1872609.9 |
 CU1118| CU1120 BIG SPRINGS MOBIL CO MICROWAVE      APPROX.10.9 KM 2495639.4 |
 CU1118| CH9841 VIEW RM 2                             5.806 METERS 34639     |
 CU1118|---------------------------------------------------------------------|
 CU1118
 CU1118                          SUPERSEDED SURVEY CONTROL
 CU1118
 CU1118  NAD 83(1986)-  32 18 11.23762(N)    101 30 09.54654(W) AD(       ) 3
 CU1118  NAD 27      -  32 18 10.81197(N)    101 30 08.09472(W) AD(       ) 3
 CU1118
 CU1118.Superseded values are not recommended for survey control.
 CU1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1118.See file dsdata.txt to determine how the superseded data were derived.
 CU1118
 CU1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6436076786(NAD 83)
 CU1118_MARKER: DS = TRIANGULATION STATION DISK
 CU1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1118
 CU1118  HISTORY     - Date     Condition        Report By
 CU1118  HISTORY     - 1968     MONUMENTED       CGS
 CU1118
 CU1118                          STATION DESCRIPTION
 CU1118
 CU1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1118'STATION IS LOCATED AIRLINE ABOUT 4 MILES NORTH OF BIG SPRING,
 CU1118'4 MILES SOUTH OF FAIRVIEW, ON THE EAST SIDE OF U.S. HIGHWAY 87,
 CU1118'ON HIGHWAY RIGHT-OF-WAY.
 CU1118'
 CU1118'TO REACH FROM THE JUNCTION OF INTERSTATE 20 AND U.S. HIGHWAY
 CU1118'87 AT THE NORTH EDGE OF BIG SPRING, GO NORTH ON U.S. HIGHWAY
 CU1118'87 FOR 2.2 MILES TO PINKIES LIQUOR STORE ON THE RIGHT.  CONTINUE
 CU1118'FOR 0.5 MILE TO TELEPHONE POLE NUMBER 65 ON THE RIGHT MARKED WITH
 CU1118'A TRIANGLE BLAZE AND THE STATION.
 CU1118'
 CU1118'STATION MARK, A STANDARD DISK STAMPED VIEW 1968, IS SET IN THE
 CU1118'TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  THE
 CU1118'MARK IS 46 FEET EAST OF THE CENTERLINE OF THE NORTH-BOUND LANE OF
 CU1118'U.S. HIGHWAY 87, 18 FEET NORTH OF TELEPHONE POLE NUMBER 65, 19.1
 CU1118'FEET SOUTH OF A WITNESS POST AND 2.6 FEET WEST OF A WITNESS POST.
 CU1118'
 CU1118'REFERENCE MARK 1, A STANDARD DISK STAMPED VIEW NO 1 1968, IS SET
 CU1118'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 1
 CU1118'INCH.  THE MARK IS 44 FEET EAST OF THE CENTERLINE OF THE
 CU1118'NORTHBOUND LANE OF U.S. HIGHWAY 87, 18.3 FEET SOUTH OF WITNESS
 CU1118'POST AND 2.5 FEET WEST OF TELEPHONE POLE NUMBER 65.
 CU1118'
 CU1118'REFERENCE MARK 2, A STANDARD DISK STAMPED VIEW NO 2 1968, IS SET
 CU1118'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK
 CU1118'IS 46 FEET EAST OF THE CENTERLINE OF THE NORTH-BOUND LANE OF
 CU1118'U.S. HIGHWAY 87, 19.0 FEET NORTHWEST OF WITNESS POST, 1.3 FEET
 CU1118'WEST OF WITNESS POST AND 37 FEET NORTH OF TELEPHONE POLE NUMBER
 CU1118'65.
 CU1118'
 CU1118'NO AZIMUTH MARK ESTABLISHED AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1147 ***********************************************************************
 CT1147  DESIGNATION -  VIEW US ARMY NIKE SITE MAST
 CT1147  PID         -  CT1147
 CT1147  STATE/COUNTY-  TX/TAYLOR
 CT1147  USGS QUAD   -  VIEW (1984)
 CT1147
 CT1147                         *CURRENT SURVEY CONTROL
 CT1147  ___________________________________________________________________
 CT1147* NAD 83(1993)-  32 17 06.89640(N)    099 56 34.38705(W)     ADJUSTED  
 CT1147* NAVD 88     -                                                        
 CT1147  ___________________________________________________________________
 CT1147  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CT1147  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CT1147
 CT1147  HORZ ORDER  -  THIRD
 CT1147
 CT1147.The horizontal coordinates were established by classical geodetic methods
 CT1147.and adjusted by the National Geodetic Survey in February 1996..
 CT1147
 CT1147
 CT1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1147
 CT1147.The geoid height was determined by GEOID03.
 CT1147
 CT1147;                    North         East     Units Scale Factor Converg.
 CT1147;SPC TXNC     - 2,069,529.290   464,090.553   MT  0.99996139   -0 47 13.0
 CT1147;SPC TXNC     - 6,789,780.68  1,522,603.76   sFT  0.99996139   -0 47 13.0
 CT1147;UTM  14      - 3,572,444.337   411,214.539   MT  0.99969721   -0 30 13.2
 CT1147
 CT1147                          SUPERSEDED SURVEY CONTROL
 CT1147
 CT1147  NAD 83(1986)-  32 17 06.90375(N)    099 56 34.37451(W) AD(       ) 4
 CT1147  NAD 27      -  32 17 06.43300(N)    099 56 33.04800(W) AD(       ) 3
 CT1147
 CT1147.Superseded values are not recommended for survey control.
 CT1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1147.See file dsdata.txt to determine how the superseded data were derived.
 CT1147
 CT1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1121572444(NAD 83)
 CT1147_MARKER: 42 = RADIO/TV MAST
 CT1147
 CT1147  HISTORY     - Date     Condition        Report By
 CT1147  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1147
 CT1147                          STATION DESCRIPTION
 CT1147
 CT1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1147'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS 5 MILES
 CT1147'SOUTHWEST OF VIEW ON A HIGH MESA AND AT THE SITE OF A U.S.
 CT1147'ARMY NIKE SITE BASE, ON THE WEST SIDE OF U.S. HIGHWAY 277.
 CT1147'
 CT1147'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, WITH
 CT1147'TWO SMALL ANTENNAS ON THE TOP AND HAS AN OVERALL HEIGHT OF 150
 CT1147'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0863 ***********************************************************************
 CB0863  DESIGNATION -  VIGO
 CB0863  PID         -  CB0863
 CB0863  STATE/COUNTY-  TX/CONCHO
 CB0863  USGS QUAD   -  DEL VENADO RANCH (1970)
 CB0863
 CB0863                         *CURRENT SURVEY CONTROL
 CB0863  ___________________________________________________________________
 CB0863* NAD 83(1993)-  31 06 58.52442(N)    100 04 41.16229(W)     ADJUSTED  
 CB0863* NAVD 88     -       724.8    (meters)    2378.     (feet)  VERTCON   
 CB0863  ___________________________________________________________________
 CB0863  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CB0863  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CB0863
 CB0863  HORZ ORDER  -  FIRST
 CB0863
 CB0863.The horizontal coordinates were established by classical geodetic methods
 CB0863.and adjusted by the National Geodetic Survey in February 1996..
 CB0863
 CB0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0863
 CB0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0863
 CB0863.The geoid height was determined by GEOID03.
 CB0863
 CB0863;                    North         East     Units Scale Factor Converg.
 CB0863;SPC TX C     - 3,160,722.450   724,343.336   MT  0.99988374   +0 07 53.3
 CB0863;SPC TX C     -10,369,803.57  2,376,449.76   sFT  0.99988374   +0 07 53.3
 CB0863;UTM  14      - 3,442,986.064   397,200.206   MT  0.99973035   -0 33 25.9
 CB0863
 CB0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0863!SPC TX C     -   0.99988982  x   0.99988374  =   0.99977357
 CB0863!UTM  14      -   0.99988982  x   0.99973035  =   0.99962020
 CB0863
 CB0863|---------------------------------------------------------------------|
 CB0863| PID    Reference Object                     Distance      Geod. Az  |
 CB0863|                                                           dddmmss.s |
 CB0863| CV5709 VIGO RM 1                            31.145 METERS 11605     |
 CB0863| CV5710 VIGO RM 2                            33.241 METERS 17413     |
 CB0863| CB0869 KIETH                               APPROX.17.1 KM 3013810.5 |
 CB0863| CV5711 VIGO RM 3                            27.666 METERS 31307     |
 CB0863|---------------------------------------------------------------------|
 CB0863
 CB0863                          SUPERSEDED SURVEY CONTROL
 CB0863
 CB0863  NAD 83(1986)-  31 06 58.53139(N)    100 04 41.14792(W) AD(       ) 1
 CB0863  NAD 27      -  31 06 57.93273(N)    100 04 39.86767(W) AD(       ) 1
 CB0863  NGVD 29 (07/19/86)  724.7    (m)         2378.     (f) VERT ANG       
 CB0863
 CB0863.Superseded values are not recommended for survey control.
 CB0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0863.See file dsdata.txt to determine how the superseded data were derived.
 CB0863
 CB0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9720042986(NAD 83)
 CB0863_MARKER: DS = TRIANGULATION STATION DISK
 CB0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0863_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0863
 CB0863  HISTORY     - Date     Condition        Report By
 CB0863  HISTORY     - 1935     MONUMENTED       CGS
 CB0863  HISTORY     - 1937     GOOD             TXHD
 CB0863  HISTORY     - 1971     GOOD             NGS
 CB0863
 CB0863                          STATION DESCRIPTION
 CB0863
 CB0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0863'STATION IS LOCATED ON THE LAND OF THE CAMPBELL ESTATE, MR. A.R.
 CB0863'HENDERSON, LESSEE, 32 MILES SE OF SAN ANGELO, 4-1/2 MILES SE
 CB0863'OF KICKAPOO SPRING, 2-1/4 MILES E OF THE TOM GREENE COUNTY LINE,
 CB0863'AND 1-1/2 MILES N OF THE MENARD COUNTY LINE.
 CB0863'
 CB0863'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 CB0863'DESCRIBED.
 CB0863'
 CB0863'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN BEDROCK.
 CB0863'
 CB0863'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 CB0863'HOLES IN BOULDERS.
 CB0863'
 CB0863'REFERENCE MARK NO. 1 IS ESE OF THE STATION.
 CB0863'
 CB0863'REFERENCE MARK NO. 2 IS S OF THE STATION.
 CB0863'
 CB0863'REFERENCE MARK NO. 3 IS NW OF THE STATION.
 CB0863'
 CB0863'STATION REACHED FROM THE JUNCTION OF THE MAIN STREET AND U.S.
 CB0863'HIGHWAY 83 IN MENARD BY GOING N ON U.S. HIGHWAY 83 FOR 7.35
 CB0863'MILES TO T-ROAD LEFT.  GO LEFT (W) ON GRADED ROAD FOR 9.85
 CB0863'MILES TO T-ROAD, TURN N, 0.4 MILE TO BUMP GATE, PASS THROUGH
 CB0863'BUMP GATE AND CONTINUE 2.1 MILES TO ENTRANCE TO WILHEM RANCH
 CB0863'HOUSE.  TURN LEFT (W), GO 1.6 MILES TO PLANK GATE.  PASS THROUGH
 CB0863'GATE AND GO 2.7 MILES TO PLANK GATE.  PASS THROUGH GATE AND GO
 CB0863'1.0 MILE TO PLANK GATE IN E-W FENCE LINE.  PASS THROUGH GATE
 CB0863'AND GO NW FOR 0.7 MILE TO RANCH YARD GATE.  PASS THROUGH GATE
 CB0863'GO NW 0.1 MILE TO GATE TO THE W OF HOUSE.  PASS THROUGH GATE
 CB0863'AND TURN N ON FORT MC KAVETT ROAD FOR 5.1 MILES TO WHERE
 CB0863'MAIN ROAD TURNS E.  CONTINUE STRAIGHT AHEAD (N) FOR 0.15 MILE
 CB0863'TO GATE IN N-S FENCE LINE.  PASS THROUGH GATE AND GO W ON
 CB0863'DIRT ROAD FOR 2.2 MILES TO GATE.  PASS THROUGH GATE AND
 CB0863'CONTINUE W FOR 1.0 MILE TO FORK.  TAKE FORK LEADING SOUTHWARD
 CB0863'FOR 1.1 MILES TO FORK.  TAKE LEFT FORK FOR 0.7 MILE TO PLANK
 CB0863'GATE.  PASS THROUGH GATE, TURN RIGHT AND FOLLOW ROAD S AND SE
 CB0863'FOR 1.35 MILES TO FORK.  TAKE DIM RIGHT FORK AND GO 0.65 MILE TO
 CB0863'TOP OF RIDGE, WINDMILL AND TANK.  TURN RIGHT (N) AND
 CB0863'FOLLOW ALONG RIDGE FOR 0.2 MILE TO HIGHEST GROUND AND THE
 CB0863'STATION.
 CB0863'
 CB0863'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CB0863
 CB0863                          STATION RECOVERY (1937)
 CB0863
 CB0863'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0863'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DIRECTIONS
 CB0863'FOR REACHING STATION ARE SATISFACTORY.  FROM WILHEM ENTRANCE
 CB0863'GATE, GO W 1.0 MILE NOT 1.6 MILES AS GIVEN.
 CB0863
 CB0863                          STATION RECOVERY (1971)
 CB0863
 CB0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CB0863'STATION IS LOCATED ON THE NORTH END OF A RIDGE 2 MILES EAST OF
 CB0863'TOM GREEN COUNTY LINE, AND 2 MILES NORTH OF MENARD COUNTY
 CB0863'LINE ON LAND OWNED BY JOHN A. MATTHEWS, VANCOURT, TEXAS.
 CB0863'
 CB0863'TO REACH FROM EDEN, TEXAS, GO 6.8 MILES WEST ON U.S. HIGHWAY
 CB0863'87 TO THE MC KAVETT ROAD LEFT (SOUTH), GO 4.8 MILES SOUTH ON
 CB0863'MC KAVETT ROAD TO T-ROAD RIGHT (WEST), GO 6.4 MILES WEST ON
 CB0863'MC KAVETT ROAD TO T-ROAD EAST, TURN RIGHT AND GO 0.1 MILE NORTH
 CB0863'TO RIGHT ANGLE TURN LEFT, AND LOCKED GATE ON THE LEFT (SOUTH),
 CB0863'PASS THROUGH GATE AND TAKE LEFT FORK OF TRACK ROAD ALONG WEST
 CB0863'SIDE OF GRAVEL PIT FOR 2.0 MILES SOUTH TO ROAD FORK SOUTHEAST
 CB0863'OF WINDMILL, TAKE LEFT FORK 0.4 MILE SOUTHWEST TO ROAD FORK
 CB0863'LEFT (SOUTH), GO 0.4 MILE SOUTH TO GATE IN EAST-WEST FENCE,
 CB0863'CONTINUE 1.0 MILE SOUTH AND WEST TO WINDMILL ON TOP OF RIDGE,
 CB0863'GO 800 FEET NORTH ALONG TOP OF RIDGE TO STATION SITE.
 CB0863'10.5 FEET WEST-SOUTHWEST OF USC AND GS WITNESS SIGN ON
 CB0863'METAL POST.
 CB0863'
 CB0863'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AND STAMPED
 CB0863'VIGO 1935.
 CB0863'
 CB0863'STATION KIETH (USC AND GS) IS VISIBLE FROM THE GROUND AT THIS
 CB0863'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CB0863'
 CB0863'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1024 ***********************************************************************
 CA1024  DESIGNATION -  VILLA USGS 1975
 CA1024  PID         -  CA1024
 CA1024  STATE/COUNTY-  TX/MILLS
 CA1024  USGS QUAD   -  MULLIN (1980)
 CA1024
 CA1024                         *CURRENT SURVEY CONTROL
 CA1024  ___________________________________________________________________
 CA1024* NAD 83(1993)-  31 36 52.73686(N)    098 44 48.43285(W)     ADJUSTED  
 CA1024* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 CA1024  ___________________________________________________________________
 CA1024  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CA1024  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CA1024
 CA1024  HORZ ORDER  -  SECOND
 CA1024
 CA1024.The horizontal coordinates were established by classical geodetic methods
 CA1024.and adjusted by the National Geodetic Survey in February 1996..
 CA1024
 CA1024.The orthometric height was scaled from a topographic map.
 CA1024
 CA1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1024
 CA1024.The geoid height was determined by GEOID03.
 CA1024
 CA1024;                    North         East     Units Scale Factor Converg.
 CA1024;SPC TX C     - 3,217,022.352   850,527.064   MT  0.99993886   +0 49 01.8
 CA1024;SPC TX C     -10,554,514.17  2,790,437.54   sFT  0.99993886   +0 49 01.8
 CA1024;UTM  14      - 3,497,751.572   524,016.855   MT  0.99960711   +0 07 57.8
 CA1024
 CA1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1024!SPC TX C     -   0.99993023  x   0.99993886  =   0.99986909
 CA1024!UTM  14      -   0.99993023  x   0.99960711  =   0.99953736
 CA1024
 CA1024:                Primary Azimuth Mark                     Grid Az
 CA1024:SPC TX C     -  FLOR SEC                                 175 59 04.5
 CA1024:UTM  14      -  FLOR SEC                                 176 40 08.5
 CA1024
 CA1024|---------------------------------------------------------------------|
 CA1024| PID    Reference Object                     Distance      Geod. Az  |
 CA1024|                                                           dddmmss.s |
 CA1024| CA1026 FLOR SEC                            APPROX. 9.8 KM 1764806.3 |
 CA1024|---------------------------------------------------------------------|
 CA1024
 CA1024                          SUPERSEDED SURVEY CONTROL
 CA1024
 CA1024  NAD 83(1986)-  31 36 52.74796(N)    098 44 48.41634(W) AD(       ) 2
 CA1024  NAD 27      -  31 36 52.16001(N)    098 44 47.23576(W) AD(       ) 2
 CA1024
 CA1024.Superseded values are not recommended for survey control.
 CA1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1024.See file dsdata.txt to determine how the superseded data were derived.
 CA1024
 CA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV2401797752(NAD 83)
 CA1024_MARKER: DD = SURVEY DISK
 CA1024_SETTING: 66 = SET IN ROCK OUTCROP
 CA1024_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CA1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1024
 CA1024  HISTORY     - Date     Condition        Report By
 CA1024  HISTORY     - 1947     MONUMENTED       USGS
 CA1024  HISTORY     - 1975     GOOD             USGS
 CA1024
 CA1024                          STATION DESCRIPTION
 CA1024
 CA1024'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1024'ZEPHYR, TEXAS, 5 MI. SE. OF, MULLIN, TEXAS, 5 MI. NW. OF, ON KING
 CA1024'RANCH, 0.5 MI. S. OF RAILROAD ON NW. END OF SMALL RIDGE WHICH STANDS
 CA1024'OUT OVER THE SURROUNDING COUNTRY AND IS KNOWN AS ROUND MOUNTAIN.
 CA1024'
 CA1024'STATION MARK--STANDARD TABLET STAMPED ---VILLA 1947---.
 CA1024'
 CA1024'REFERENCE MARK NO. 1--S 83 DEG 26 MIN E (NO DISTANCE LISTED).
 CA1024'
 CA1024'REFERENCE MARK NO. 2--N 35 DEG 38 MIN W (NO DISTANCE LISTED).
 CA1024
 CA1024                          STATION RECOVERY (1975)
 CA1024
 CA1024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JLC)
 CA1024'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF MULLIN, 5
 CA1024'MILES SOUTHEAST OF ZEPHYR, 1-1/2 MILES WEST OF U.S. HIGHWAYS 84
 CA1024'AND 183 AND ON PROPERTY OF MR. TALMAGE OF MULLIN.
 CA1024'
 CA1024'TO REACH THE STATION FROM THE POST OFFICE IN ZEPHYR, GO SOUTHEAST
 CA1024'ON U.S. HIGHWAYS 84 AND 183 FOR 2.0 MILES TO THE BROWN-MILLS
 CA1024'COUNTY LINE, CONTINUE ON THE HIGHWAY FOR 2.6 MILES TO A SIDE ROAD
 CA1024'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON A BLADED ROAD FOR
 CA1024'0.05 MILE TO A GATE, PASS THROUGH THE GATE AND GO SOUTHERLY ON
 CA1024'THE BLADED ROAD FOR 0.8 MILE TO A HOUSE AND GATE, JUST SOUTHEAST
 CA1024'OF THE HOUSE, PASS THROUGH THE GATE AND GO SOUTHERLY ON A TRACK
 CA1024'ROAD FOR 0.15 MILE TO A GATE, PASS THROUGH THE GATE AND
 CA1024'CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.1 MILE TO A RAILROAD
 CA1024'AND GATE, PASS THROUGH THE GATE, CROSSING RAILROAD, FOR 0.05
 CA1024'MILE TO A GATE, PASS THROUGH THE GATE AND GO SOUTHERLY ON THE
 CA1024'TRACK ROAD FOR 0.85 MILE TO A FORK, KEEP RIGHT AND GO WESTERLY
 CA1024'FOR 0.1 MILE TO A FORK, KEEP RIGHT FORK AND GO UPHILL FOR 0.20
 CA1024'MILE TO THE HIGHEST PART OF HILL AND THE STATION.
 CA1024'
 CA1024'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 CA1024'VILLA 1947, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3
 CA1024'INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET SOUTH-SOUTHWEST
 CA1024'OF AN OAK TREE WITH A METAL WITNESS POST SIGN ATTACHED.
 CA1024'
 CA1024'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KING,
 CA1024'DISTANCE BEING 29.46 FEET OR 8.979 METERS SOUTH OF KING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2673 ***********************************************************************
 CS2673  DESIGNATION -  VILLAGE
 CS2673  PID         -  CS2673
 CS2673  STATE/COUNTY-  TX/ELLIS
 CS2673  USGS QUAD   -  BRISTOL (1962)
 CS2673
 CS2673                         *CURRENT SURVEY CONTROL
 CS2673  ___________________________________________________________________
 CS2673* NAD 83(1993)-  32 22 51.93817(N)    096 31 42.95539(W)     ADJUSTED  
 CS2673* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 CS2673  ___________________________________________________________________
 CS2673  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CS2673  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CS2673
 CS2673  HORZ ORDER  -  THIRD
 CS2673
 CS2673.The horizontal coordinates were established by classical geodetic methods
 CS2673.and adjusted by the National Geodetic Survey in February 1996..
 CS2673
 CS2673.The orthometric height was scaled from a topographic map.
 CS2673
 CS2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2673
 CS2673.The geoid height was determined by GEOID03.
 CS2673
 CS2673;                    North         East     Units Scale Factor Converg.
 CS2673;SPC TXNC     - 2,080,964.357   785,487.373   MT  0.99994060   +1 04 30.7
 CS2673;SPC TXNC     - 6,827,297.23  2,577,053.16   sFT  0.99994060   +1 04 30.7
 CS2673;UTM  14      - 3,585,364.763   732,497.338   MT  1.00026663   +1 19 26.9
 CS2673
 CS2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2673!SPC TXNC     -   0.99998363  x   0.99994060  =   0.99992423
 CS2673!UTM  14      -   0.99998363  x   1.00026663  =   1.00025025
 CS2673
 CS2673|---------------------------------------------------------------------|
 CS2673| PID    Reference Object                     Distance      Geod. Az  |
 CS2673|                                                           dddmmss.s |
 CS2673| CY2577 VILLAGE RM 1                         35.296 METERS 12959     |
 CS2673| CY2575 VILLAGE AZ MK                                      2472855.9 |
 CS2673| CY2578 VILLAGE RM 2                         25.220 METERS 24907     |
 CS2673|---------------------------------------------------------------------|
 CS2673
 CS2673                          SUPERSEDED SURVEY CONTROL
 CS2673
 CS2673  NAD 83(1986)-  32 22 51.94559(N)    096 31 42.93763(W) AD(       ) 3
 CS2673  NAD 27      -  32 22 51.43100(N)    096 31 41.97800(W) AD(       ) 3
 CS2673
 CS2673.Superseded values are not recommended for survey control.
 CS2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2673.See file dsdata.txt to determine how the superseded data were derived.
 CS2673
 CS2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3249785365(NAD 83)
 CS2673_MARKER: DS = TRIANGULATION STATION DISK
 CS2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2673
 CS2673  HISTORY     - Date     Condition        Report By
 CS2673  HISTORY     - 1947     MONUMENTED       CGS
 CS2673  HISTORY     - 20020126 GOOD             USPSQD
 CS2673
 CS2673                          STATION DESCRIPTION
 CS2673
 CS2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2673'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF ENNIS AND
 CS2673'1.5 MILES NORTHWEST OF TELICO ALONG STATE ROUTE 34, AT A SMALL
 CS2673'STORE AND SIDE ROAD RIGHT.  IT IS 45-FEET NORTHWEST OF THE
 CS2673'CENTER OF THE HIGHWAY, 100-FEET SOUTHWEST OF THE SMALL STORE
 CS2673'SET IN THE HIGHWAY RIGHT-OF-WAY LINE.  THE DISK IS STAMPED
 CS2673'VILLAGE 1947 AND PROJECTS 2-INCHES.
 CS2673'
 CS2673'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, SET ON THE
 CS2673'OPPOSITE SIDE OF THE ROAD 45-FEET EAST OF THE CENTER OF THE
 CS2673'HIGHWAY AND 1-FOOT WEST OF FENCE LINE.  THE DISK IS STAMPED
 CS2673'VILLAGE NO 1 1947 AND PROJECTS 3-INCHES.
 CS2673'
 CS2673'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, SET AT THE
 CS2673'SOUTHWEST CORNER OF A FRAME GARAGE, 42-FEET WEST OF THE CENTER
 CS2673'OF THE HIGHWAY.  THE DISK IS STAMPED VILLAGE NO 2 1947 AND
 CS2673'PROJECTS 2-INCHES.
 CS2673'
 CS2673'THE AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF THE STATION.  IT
 CS2673'IS 45-FEET EAST OF THE CENTER OF THE HIGHWAY SET ON THE WEST
 CS2673'EDGE OF A CULTIVATED FIELD.  THE DISK IS STAMPED VILLAGE 1947
 CS2673'AND PROJECTS 4-INCHES.
 CS2673'
 CS2673'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN ENNIS AT THE
 CS2673'JUNCTION OF U.S. HIGHWAY 75 AND STATE ROUTE 34.  GO NORTHEAST
 CS2673'ON STATE ROUTE 34 FOR 6.3 MILES TO THE AZIMUTH MARK ON THE
 CS2673'RIGHT AS DESCRIBED, CONTINUE NORTHEAST ON 34 FOR 0.3 MILE TO
 CS2673'A SMALL STORE ON THE LEFT AND STATION AS DESCRIBED.
 CS2673'
 CS2673'A 74 FOOT SIGNAL AT STATION TELICO IS VG
 CS2673'
 CS2673'A 74 FOOT SIGNAL AT STATION ENNIS IS VG
 CS2673'
 CS2673'OBSERVATIONS MADE FROM A 4-FT STAND.
 CS2673'
 CS2673'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 CS2673
 CS2673                          STATION RECOVERY (2002)
 CS2673
 CS2673'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS2673'RM 1, RM 2, AZI NOT FOUND
 CS2673'STORE GONE, MARK IS A FENCE LINE OF HOME ON NORTH SIDE OF HWY 34. MARK
 CS2673'IS 380 FT WEST OF INTERSECTIONOF HWY 34 AND FM 1181
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2970 ***********************************************************************
 CS2970  DESIGNATION -  VILLAGE
 CS2970  PID         -  CS2970
 CS2970  STATE/COUNTY-  TX/JOHNSON
 CS2970  USGS QUAD   -  BURLESON (1981)
 CS2970
 CS2970                         *CURRENT SURVEY CONTROL
 CS2970  ___________________________________________________________________
 CS2970* NAD 83(1993)-  32 30 15.84368(N)    097 21 42.20630(W)     ADJUSTED  
 CS2970* NAVD 88     -       258.52   (+/-2cm)     848.2    (feet)  VERTCON   
 CS2970  ___________________________________________________________________
 CS2970  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 CS2970  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS2970
 CS2970  HORZ ORDER  -  SECOND
 CS2970  VERT ORDER  -  THIRD ? (See Below)
 CS2970
 CS2970.The horizontal coordinates were established by classical geodetic methods
 CS2970.and adjusted by the National Geodetic Survey in February 1996..
 CS2970
 CS2970.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2970.The vertical order pertains to the NGVD 29 superseded value.
 CS2970
 CS2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2970
 CS2970.The geoid height was determined by GEOID03.
 CS2970
 CS2970;                    North         East     Units Scale Factor Converg.
 CS2970;SPC TXNC     - 2,093,476.474   706,955.410   MT  0.99991792   +0 37 14.9
 CS2970;SPC TXNC     - 6,868,347.40  2,319,402.87   sFT  0.99991792   +0 37 14.9
 CS2970;UTM  14      - 3,597,529.506   653,899.724   MT  0.99989207   +0 52 49.9
 CS2970
 CS2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2970!SPC TXNC     -   0.99996375  x   0.99991792  =   0.99988167
 CS2970!UTM  14      -   0.99996375  x   0.99989207  =   0.99985582
 CS2970
 CS2970:                Primary Azimuth Mark                     Grid Az
 CS2970:SPC TXNC     -  VILLAGE AZ MK                            033 05 30.6
 CS2970:UTM  14      -  VILLAGE AZ MK                            032 49 55.6
 CS2970
 CS2970|---------------------------------------------------------------------|
 CS2970| PID    Reference Object                     Distance      Geod. Az  |
 CS2970|                                                           dddmmss.s |
 CS2970| CY2575 VILLAGE AZ MK                                      0334245.5 |
 CS2970| CS2971 BURLESON MUNICIPAL TANK             APPROX. 5.6 KM 0405631.1 |
 CS2970| CS3107 JOSHUA MUNICIPAL TANK               APPROX. 5.4 KM 2062822.0 |
 CS2970| CY2577 VILLAGE RM 1                         23.197 METERS 23540     |
 CS2970| CY2576 VILLAGE AZ MK 2                                    2955014.0 |
 CS2970| CY2578 VILLAGE RM 2                         23.195 METERS 33551     |
 CS2970| CY2579 VILLAGE RM 3                          7.711 METERS 33950     |
 CS2970|---------------------------------------------------------------------|
 CS2970
 CS2970                          SUPERSEDED SURVEY CONTROL
 CS2970
 CS2970  NAD 83(1986)-  32 30 15.84795(N)    097 21 42.18751(W) AD(       ) 2
 CS2970  NAD 27      -  32 30 15.34900(N)    097 21 41.12600(W) AD(       ) 2
 CS2970  NGVD 29 (07/19/86)  258.49   (m)          848.1    (f) LEVELING    3  
 CS2970
 CS2970.Superseded values are not recommended for survey control.
 CS2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2970.See file dsdata.txt to determine how the superseded data were derived.
 CS2970
 CS2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5390097530(NAD 83)
 CS2970_MARKER: DS = TRIANGULATION STATION DISK
 CS2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2970
 CS2970  HISTORY     - Date     Condition        Report By
 CS2970  HISTORY     - 1947     MONUMENTED       CGS
 CS2970  HISTORY     - 1949     GOOD             CGS
 CS2970  HISTORY     - 1957     GOOD             CGS
 CS2970  HISTORY     - 1969     GOOD             CGS
 CS2970  HISTORY     - 19940328 GOOD             USPSQD
 CS2970
 CS2970                          STATION DESCRIPTION
 CS2970
 CS2970'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS2970'LOCATED ABOUT 3-1/2 MILES NORTH-NORTHEAST OF JOSHUA AND
 CS2970'3-1/2 MILES SOUTHWEST OF BURLESON, ALONG THE EAST SIDE OF
 CS2970'STATE HIGHWAY 174 AND ON PROPERTY OWNED AND OCCUPIED BY MR.
 CS2970'P.L. HECTOR.  IT IS 57 FEET EAST OF THE CENTERLINE OF STATE
 CS2970'HIGHWAY 174, 80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MR.
 CS2970'HECTORS FRONT PORCH, 27 FEET EAST OF A WHITE WITNESS POST
 CS2970'AND 9 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 CS2970'AND THE DISC IS STAMPED VILLAGE 1947.
 CS2970'
 CS2970'REFERENCE MARK NO 1 IS 76.11 FEET SOUTHWEST OF THE STATION,
 CS2970'31 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 174, 46
 CS2970'FEET SOUTH OF A TELEPHONE POLE AND 1/2 FOOT EAST OF A FENCE
 CS2970'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED
 CS2970'VILLAGE NO 1 1947.
 CS2970'
 CS2970'REFERENCE MARK NO 2 IS 102.78 FEET NORTHWEST OF THE STATION,
 CS2970'ACROSS THE ROAD FROM THE STATION, 31 FEET WEST OF THE CENTER
 CS2970'LINE OF STATE HIGHWAY 174, 25 FEET NORTH OF A T-FENCE CORNER
 CS2970'AND 1/2 FOOT EAST OF THE FENCE LINE.  THE MARK PROJECTS
 CS2970'2 INCHES AND THE DISC IS STAMPED VILLAGE NO 2 1947.
 CS2970'
 CS2970'AZIMUTH MARK IS ABOUT 0.6 MILE NORTHWEST OF THE STATION,
 CS2970'42 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY, 174,
 CS2970'10 FEET NORTHWEST OF A WHITE WITNESS POST AND THE RIGHT-OF-WAY
 CS2970'FENCE LINE AND 1-1/2 FEET SOUTHWEST OF POWERLINE POLE NO. 6 C 8.
 CS2970'THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED VILLAGE
 CS2970'1947.
 CS2970'
 CS2970'STATION MAY BE REACHED FROM THE POST OFFICE IN BURLESON BY
 CS2970'GOING SOUTHWESTERLY ON STATE HIGHWAY 174 FOR 2.9 MILES TO
 CS2970'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.  FROM HERE
 CS2970'CONTINUE SOUTH TO THE TOP OF THE GRADE AND THE STATION SITE
 CS2970'ON THE LEFT IN THE NORTHEAST CORNER OF THE ORCHARD AND WEST OF
 CS2970'THE HOUSE.  TOTAL DISTANCE FROM BURLESON OF 3.5 MILES.
 CS2970'
 CS2970'A 37 FT. SIGNAL AT DICKESON 1946 CAN BE SEEN AT 37 FEET.
 CS2970'
 CS2970'A 64 FT. SIGNAL AT SEIMAN 1947 CAN BE SEEN AT 37 FEET.
 CS2970'
 CS2970'A 37 FT. SIGNAL AT CADDO 1946 CAN BE SEEN AT 37 FEET.
 CS2970'
 CS2970'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2970
 CS2970                          STATION RECOVERY (1949)
 CS2970
 CS2970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 CS2970'STATION WAS RECOVERED AS DESCRIBED.  DUE TO NEW HIGHWAY
 CS2970'CONSTRUCTION A NEW AZIMUTH MARK AND 1 REFERENCE MARK WERE
 CS2970'ESTABLISHED IN 1949 AND THE 1947 AZIMUTH MARK AND REFERENCE
 CS2970'NO.2 WERE DESTROYED, A NEW DESCRIPTION IS AS FOLLOWS.
 CS2970'
 CS2970'THE STATION IS LOCATED ALONG HIGHWAY NO. 174, ABOUT 3.5
 CS2970'MILES NORTH, NORTH EAST FROM JOSHUA AND 3.5 MILES SOUTH WEST
 CS2970'FROM BURLESON ALONG THE EAST SIDE OF HIGHWAY NO. 174 IN
 CS2970'THE WEST SIDE OF THE FARM YARD OWNED BY MR. P.L. HECTOR.
 CS2970'STATION IS MARKED BY A STANDARD DISK STAMPED VILLAGE 1947
 CS2970'SET IN A CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 CS2970'GROUND, 80 FEET SOUTH WEST OF THE SOUTHWEST CORNER OF MR.
 CS2970'HECTORS FRONT PORCH, 27 FEET SOUTH EAST OF A 4 X 4 WHITE
 CS2970'POST AND ABOUT 25 FEET SOUTH EAST OF THE RIGHT OF WAY FENCE.
 CS2970'
 CS2970'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED VILLAGE NO. 1
 CS2970'1947, SET IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES
 CS2970'ABOVE THE GROUND, 76.11 FEET SOUTH WEST OF THE STATION, IN
 CS2970'THE EAST RIGHT OF WAY FENCE AND IS 85 FEET SOUTH FROM THE
 CS2970'FENCE CORNER.
 CS2970'
 CS2970'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED VILLAGE
 CS2970'1947 NO. 3 1949 SET IN A CONCRETE MONUMENT PROJECTING ABOUT
 CS2970'6 INCHES ABOVE THE GROUND, NORTH WEST OF THE STATION 25.30
 CS2970'FEET AND IS 5 FEET EAST OF THE FENCE CORNER.
 CS2970'
 CS2970'THE AZIMUTH MARK IS MARKED BY A STANDARD DISK STAMPED VILLAGE
 CS2970'1947 1949 ABOUT 1/4 MILE NORTH WEST OF THE STATION ALONG
 CS2970'THE EDGE OF THE TIMBER 20 FEET SOUTH WEST FROM THE CENTERLINE
 CS2970'OF A NARROW DIRT ROAD, 4 FEET NORTH EAST OF AN OLD FENCE
 CS2970'LINE AND 2 FEET SOUTH EAST OF A 4 X 4 WHITE POST.  IT IS
 CS2970'A FLUSH MARK.
 CS2970'
 CS2970'TO REACH THE STATION FROM BURLESON--GO SOUTH WEST ON HIGHWAY
 CS2970'NO. 174 03.5 MILES TO THE TOP OF A DIVIDE AND THE STATION
 CS2970'IN THE FARM YARD ON THE LEFT.  TO REACH THE AZIMUTH MARK,
 CS2970'CONTINUE ON THE HIGHWAY ABOUT 00.1 MILE TO A T ROAD TO THE
 CS2970'RIGHT.  TURN RIGHT AND GO ABOUT 0.25 MILE TO THE MARK IN THE
 CS2970'BRUSH ON THE LEFT.
 CS2970
 CS2970                          STATION RECOVERY (1957)
 CS2970
 CS2970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WCR)
 CS2970'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DUE
 CS2970'TO NEW HIGHWAY CONSTRUCTION TWO NEW REFERENCE MARKS WERE
 CS2970'ESTABLISHED AND THE REFERENCE MARKS STAMPED NO. 1 AND NO. 3
 CS2970'WERE DESTROYED.  A NEW DESCRIPTION IS AS FOLLOWS--THE STATION
 CS2970'IS LOCATED ALONG HIGHWAY NO. 174, ABOUT 3.5 MILES NORTH,
 CS2970'NORTHEAST OF JOSHUA AND 3.5 MILES SOUTHWEST OF BURLESON
 CS2970'ALONG THE EAST SIDE OF THE HIGHWAY AND IN THE WEST SIDE OF THE
 CS2970'YARD OF THE P.L. HECTOR FARM YARD.  THE STATION IS A STANDARD
 CS2970'DISK STAMPED VILLAGE 1947 IN A CONCRETE MONUMENT WHICH
 CS2970'PROJECTS ABOUT 4 INCHES, 80 FEET SOUTH WEST OF THE SOUTHWEST
 CS2970'CORNER OF THE OF THE FRONT PORCH OF THE HECTOR HOUSE, 7
 CS2970'FEET SOUTH EAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE AND 9
 CS2970'FEET SOUTHWEST OF THE WEST FENCE OF THE FARM YARD, IN THE
 CS2970'NORTH CORNER OF A SMALL ORCHARD AREA.
 CS2970'
 CS2970'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED VILLAGE 1947
 CS2970'NO. 4 1957 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT
 CS2970'IS 1 FOOT EAST OF THE WEST YARD FENCE AND 15 FEET SOUTH OF
 CS2970'THE FENCE CORNER.
 CS2970'
 CS2970'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED VILLAGE 1947
 CS2970'NO. 5 1957 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS
 CS2970'1 FOOT NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE LINE
 CS2970'AND 60 FEET SOUTHWEST OF THE FENCE CORNER.
 CS2970'
 CS2970'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VILLAGE 1947
 CS2970'1949 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES AND 2 FEET
 CS2970'EAST OF A WHITE 4 X 4 POST.  IT IS ABOUT 1/4 MILENORTHWEST
 CS2970'OF THE STATION ALONG THE EDGE OF THE TIMBER, 20 FEET SOUTHWEST
 CS2970'OF THE CENTERLINE OF A NARROW DIRT ROAD.
 CS2970'
 CS2970'TO REACH FROM BURLESON--GO SOUTHWEST ON HIGHWAY NO. 174,
 CS2970'03.5 MILES TO THE TOP OF A DIVIDE AND THE STATION ON THE
 CS2970'LEFT AS DESCRIBED.  TO REACH THE AZIMUTH MARK, CONTINUE ON
 CS2970'THE HIGHWAY ABOUT 0.1 MILE TO A T ROAD TO THE RIGHT.  TURN
 CS2970'RIGHT AND GO ABOUT 0.25 MILE TO THE MARK IN THE BRUSH ON
 CS2970'THE LEFT.
 CS2970
 CS2970                          STATION RECOVERY (1969)
 CS2970
 CS2970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS2970'THE STATION MARK, REFERENCE MARKS NO. 4, NO. 5 AND AZIMUTH
 CS2970'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1957 RECOVERY
 CS2970'NOTE DESCRIPTION IS ADEQUATE FOR RECOVERY.  ADDITIONAL NOTES
 CS2970'ARE AS FOLLOWS--THE STATION IS IN THE NORTH CORNER OF PASTURE
 CS2970'LAND, ON THE SOUTHWEST SIDE OF DRIVEWAY ENTRANCE TO FARM
 CS2970'HOUSE.  THE AZIMUTH MARK IS ALONG THE WEST RIGHT-OF-WAY
 CS2970'OF A ROCK ROAD LEADING NORTHWEST, 150 FEET SOUTHEAST OF A
 CS2970'DRIVEWAY ENTRANCE WHICH IS ON THE NORTHEAST SIDE OF ROAD,
 CS2970'AND 1 FOOT WEST OF A METAL WITNESS POST.
 CS2970'
 CS2970'TO REACH STATION FROM THE POST OFFICE IN BURLESON, GO WEST
 CS2970'ON JOHNSON AVE. FOR 0.9 MILE TO STATE HIGHWAY 174, THENCE
 CS2970'SOUTHWEST ALONG STATE HIGHWAY 174 FOR 2.5 MILES TO TOP OF
 CS2970'A DIVIDE AND STATION ON THE LEFT.  TO REACH AZIMUTH MARK
 CS2970'FROM STATION, GO SOUTHWEST ON THE HIGHWAY 0.1 MILE TO A SIDE
 CS2970'ROAD ON THE RIGHT.  TURN RIGHT, GO 0.15 MILE TO MARK ON
 CS2970'THE LEFT.
 CS2970'
 CS2970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 CS2970'3-1/2 MILES SOUTHWEST OF BURLESON.
 CS2970
 CS2970                          STATION RECOVERY (1994)
 CS2970
 CS2970'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2042 ***********************************************************************
 BL2042  DESIGNATION -  VILLAGE MILLS HOUS PLINE MAST
 BL2042  PID         -  BL2042
 BL2042  STATE/COUNTY-  TX/HARDIN
 BL2042  USGS QUAD   -  WARREN (1984)
 BL2042
 BL2042                         *CURRENT SURVEY CONTROL
 BL2042  ___________________________________________________________________
 BL2042* NAD 83(1993)-  30 30 34.26953(N)    094 25 02.79825(W)     ADJUSTED  
 BL2042* NAVD 88     -                                                        
 BL2042  ___________________________________________________________________
 BL2042  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BL2042  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL2042
 BL2042  HORZ ORDER  -  THIRD
 BL2042
 BL2042.The horizontal coordinates were established by classical geodetic methods
 BL2042.and adjusted by the National Geodetic Survey in February 1996..
 BL2042
 BL2042
 BL2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2042
 BL2042.The geoid height was determined by GEOID03.
 BL2042
 BL2042;                    North         East     Units Scale Factor Converg.
 BL2042;SPC TX C     - 3,108,530.003 1,267,549.742   MT  0.99991834   +3 02 49.3
 BL2042;SPC TX C     -10,198,568.85  4,158,619.45   sFT  0.99991834   +3 02 49.3
 BL2042;UTM  15      - 3,376,100.651   363,987.804   MT  0.99982822   -0 43 11.0
 BL2042
 BL2042                          SUPERSEDED SURVEY CONTROL
 BL2042
 BL2042  NAD 83(1986)-  30 30 34.28659(N)    094 25 02.78672(W) AD(       ) 4
 BL2042  NAD 27      -  30 30 33.54400(N)    094 25 02.08400(W) AD(       ) 3
 BL2042
 BL2042.Superseded values are not recommended for survey control.
 BL2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2042.See file dsdata.txt to determine how the superseded data were derived.
 BL2042
 BL2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6398876101(NAD 83)
 BL2042_MARKER: 42 = RADIO/TV MAST
 BL2042
 BL2042  HISTORY     - Date     Condition        Report By
 BL2042  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2042
 BL2042                          STATION DESCRIPTION
 BL2042
 BL2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2042'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF VILLAGE
 BL2042'MILLS.  IT IS A SINGLE COLUMN STEEL STRUCTURE SET IN A CONCRETE
 BL2042'BASE HAVING AN OVERALL HEIGHT OF 310 FEET.  IT IS PAINTED
 BL2042'ALTERNATELY RED AND WHITE AND THE LIGHT AT THE TOP WAS THE
 BL2042'POINT OBSERVED UPON.
 BL2042'
 BL2042'TO REACH THE STATION FROM THE POST OFFICE IN VILLAGE MILLS
 BL2042'GO NORTH ON U.S. HIGHWAYS 69 AND 287 FOR 0.8 MILE TO A T
 BL2042'ROAD LEFT, TURN LEFT AND FOLLOW GRAVELED ROAD WESTERLY FOR
 BL2042'1.2 MILES TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2041 ***********************************************************************
 BL2041  DESIGNATION -  VILLAGE MILLS KIRBY LUMBER STK
 BL2041  PID         -  BL2041
 BL2041  STATE/COUNTY-  TX/HARDIN
 BL2041  USGS QUAD   -  WARREN (1984)
 BL2041
 BL2041                         *CURRENT SURVEY CONTROL
 BL2041  ___________________________________________________________________
 BL2041* NAD 83(1993)-  30 30 41.16970(N)    094 24 08.69462(W)     ADJUSTED  
 BL2041* NAVD 88     -                                                        
 BL2041  ___________________________________________________________________
 BL2041  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BL2041  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL2041
 BL2041  HORZ ORDER  -  THIRD
 BL2041
 BL2041.The horizontal coordinates were established by classical geodetic methods
 BL2041.and adjusted by the National Geodetic Survey in February 1996..
 BL2041
 BL2041
 BL2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2041
 BL2041.The geoid height was determined by GEOID03.
 BL2041
 BL2041;                    North         East     Units Scale Factor Converg.
 BL2041;SPC TX C     - 3,108,818.946 1,268,978.864   MT  0.99991806   +3 03 17.2
 BL2041;SPC TX C     -10,199,516.83  4,163,308.16   sFT  0.99991806   +3 03 17.2
 BL2041;UTM  15      - 3,376,295.065   365,432.687   MT  0.99982339   -0 42 43.7
 BL2041
 BL2041                          SUPERSEDED SURVEY CONTROL
 BL2041
 BL2041  NAD 83(1993)-  30 30 41.18001(N)    094 24 08.68338(W) AD(       ) 4
 BL2041  NAD 83(1986)-  30 30 41.18775(N)    094 24 08.68336(W) AD(       ) 4
 BL2041  NAD 27      -  30 30 40.45000(N)    094 24 07.98000(W) AD(       ) 3
 BL2041
 BL2041.Superseded values are not recommended for survey control.
 BL2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2041.See file dsdata.txt to determine how the superseded data were derived.
 BL2041
 BL2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6543376295(NAD 83)
 BL2041_MARKER: 63 = STACK
 BL2041
 BL2041  HISTORY     - Date     Condition        Report By
 BL2041  HISTORY     - 1931     FIRST OBSERVED   CGS
 BL2041
 BL2041                          STATION DESCRIPTION
 BL2041
 BL2041'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2043 ***********************************************************************
 BL2043  DESIGNATION -  VILLAGE MILLS NORTH BASE
 BL2043  PID         -  BL2043
 BL2043  STATE/COUNTY-  TX/TYLER
 BL2043  USGS QUAD   -  WARREN (1984)
 BL2043
 BL2043                         *CURRENT SURVEY CONTROL
 BL2043  ___________________________________________________________________
 BL2043* NAD 83(1993)-  30 35 31.57742(N)    094 24 08.08290(W)     ADJUSTED  
 BL2043* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 BL2043  ___________________________________________________________________
 BL2043  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BL2043  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL2043
 BL2043  HORZ ORDER  -  FIRST
 BL2043
 BL2043.The horizontal coordinates were established by classical geodetic methods
 BL2043.and adjusted by the National Geodetic Survey in February 1996..
 BL2043
 BL2043.The orthometric height was scaled from a topographic map.
 BL2043
 BL2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2043
 BL2043.The geoid height was determined by GEOID03.
 BL2043
 BL2043;                    North         East     Units Scale Factor Converg.
 BL2043;SPC TX C     - 3,117,749.414 1,268,518.596   MT  0.99990709   +3 03 17.5
 BL2043;SPC TX C     -10,228,816.20  4,161,798.09   sFT  0.99990709   +3 03 17.5
 BL2043;UTM  15      - 3,385,235.677   365,560.244   MT  0.99982297   -0 42 49.5
 BL2043
 BL2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2043!SPC TX C     -   0.99999744  x   0.99990709  =   0.99990453
 BL2043!UTM  15      -   0.99999744  x   0.99982297  =   0.99982041
 BL2043
 BL2043|---------------------------------------------------------------------|
 BL2043| PID    Reference Object                     Distance      Geod. Az  |
 BL2043|                                                           dddmmss.s |
 BL2043| CV8549 VILLAGE MILLS NORTH RM 1             59.450 METERS 02954     |
 BL2043| CV8550 VILLAGE MILLS NORTH RM 2                           16739     |
 BL2043| BL2041 VILLAGE MILLS KIRBY LUMBER STK      APPROX. 8.9 KM 1800616.2 |
 BL2043|---------------------------------------------------------------------|
 BL2043
 BL2043                          SUPERSEDED SURVEY CONTROL
 BL2043
 BL2043  NAD 83(1986)-  30 35 31.59362(N)    094 24 08.07246(W) AD(       ) 1
 BL2043  NAD 27      -  30 35 30.85400(N)    094 24 07.36700(W) AD(       ) 1
 BL2043
 BL2043.Superseded values are not recommended for survey control.
 BL2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2043.See file dsdata.txt to determine how the superseded data were derived.
 BL2043
 BL2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6556085236(NAD 83)
 BL2043_MARKER: DS = TRIANGULATION STATION DISK
 BL2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2043
 BL2043  HISTORY     - Date     Condition        Report By
 BL2043  HISTORY     - 1931     MONUMENTED       CGS
 BL2043  HISTORY     - 1936     GOOD             CGS
 BL2043  HISTORY     - 1946     GOOD             STOGC
 BL2043  HISTORY     - 1952     SEE DESCRIPTION  CGS
 BL2043  HISTORY     - 1957     GOOD             CGS
 BL2043
 BL2043                          STATION DESCRIPTION
 BL2043
 BL2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2043'STATION IS 1.3 MILES S OF RAILROAD CROSSING IN VILLAGE OF
 BL2043'WARREN, 26.8 METERS (88 FEET) W OF HIGHWAY 40, 17.6 METERS
 BL2043'(58 FEET) E OF THE E RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD,
 BL2043'AND 97.8 METERS (321 FEET) N BY E OF THE RAILROAD SIGN 1
 BL2043'MILE TO HYATT.
 BL2043'
 BL2043'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2043'DISKS SET IN CONCRETE.
 BL2043'
 BL2043'REFERENCE MARK NO. 1 IS 7 METERS (23 FEET) E OF HIGHWAY,
 BL2043'AND 59.45 METERS (195.0 FEET) FROM STATION N 29 DEG 54 MIN E.
 BL2043'
 BL2043'REFERENCE MARK NO. 2 IS 7 METERS (23 FEET) E OF HIGHWAY,
 BL2043'ABOUT MIDWAY BETWEEN THE FORKED ENTRANCE TO THE DRIVEWAY
 BL2043'TO SECTION HOUSE SITUATED TO W AND APPROXIMATELY 300 METERS
 BL2043'(984 FEET) FROM STATION S 12 DEG 22 MIN E.
 BL2043
 BL2043                          STATION RECOVERY (1936)
 BL2043
 BL2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GWM)
 BL2043'THE STATION MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION,
 BL2043'EXCEPT THAT IT IS NOW ABOUT 150 FEET INSTEAD OF 88 FEET
 BL2043'(AS GIVEN IN THE ORIGINAL DESCRIPTION) W OF THE CENTER LINE
 BL2043'OF HIGHWAY 40.
 BL2043'
 BL2043'ONLY 1 OF THE REFERENCE MARKS WAS FOUND.  REFERENCE MARK NO.
 BL2043'2 WAS DESTROYED WHEN HIGHWAY 40 WAS IMPROVED AND PAVED.  REFERENCE
 BL2043'MARK NO. 1 WAS FOUND TO BE IN THE WAY OF HIGHWAY MAINTENANCE
 BL2043'SO IT WAS DUG UP AND RESET.  THE CONCRETE POST, MARK AND
 BL2043'ALL WAS MOVED BODILY TO A NEW LOCATION AND RESET OUT OF
 BL2043'THE WAY OF THE HIGHWAY.
 BL2043'
 BL2043'REFERENCE MARK NO. 1 (NEW) IS NE OF THE STATION, 71 FEET
 BL2043'W OF THE CENTER LINE OF THE HIGHWAY, AND 7 FEET W OF POWER
 BL2043'LINE.
 BL2043'
 BL2043'IN ADDITION TO REFERENCE MARK NO. 1 (NEW) 2 MORE REFERENCE
 BL2043'MARKS WERE ESTABLISHED.  RIGHT-OF-WAY MARKER 240 IS ESE
 BL2043'OF THE STATION, AND 51 FEET W OF THE CENTER LINE OF THE
 BL2043'HIGHWAY.  THE MARK IS THE CENTER OF THE TOP OF CONCRETE
 BL2043'RIGHT-OF-WAY POST AND UNMARKED.
 BL2043'
 BL2043'A NEW AZIMUTH MARK WAS ESTABLISHED NNE OF THE STATION, IN
 BL2043'THE TOP OF THE CENTER HAND RAIL POST OF THE E HAND RAIL
 BL2043'OF 30-FOOT SPAN REINFORCED CONCRETE CULVERT.  THE CULVERT
 BL2043'IS THE S ONE OF TWO CONCRETE CULVERTS IN WIDE VALLEY N OF
 BL2043'THE STATION.  THE MARK IS 3 FEET HIGHER THAN THE TOP OF THE
 BL2043'FLOOR OF THE CULVERT.  IT IS A STANDARD BRONZE DISK SET
 BL2043'IN DRILL HOLE AND STAMPED VILLAGE MILLS NORTH 1931 1936.
 BL2043
 BL2043                          STATION RECOVERY (1946)
 BL2043
 BL2043'RECOVERY NOTE BY STANOLIND OIL AND GAS COMPANY 1946 (RS)
 BL2043'STATION IS INTACT.  REFERENCE MARK NO. 1 HAS BEEN MOVED
 BL2043'DUE TO WIDENING OF HIGHWAY.  IT IS NOW LOCATED ON WEST SHOULDER
 BL2043'OF WEST DRAINAGE DITCH OF HIGHWAY.  A POLARIS OBSERVATION
 BL2043'WAS TAKEN AND A BEARING OF N 25 DEG 55 MIN E FROM
 BL2043'STATION TO REFERENCE WAS DETERMINED WITH A DISTANCE OF 155.61
 BL2043'FEET.
 BL2043'
 BL2043'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 BL2043
 BL2043                          STATION RECOVERY (1952)
 BL2043
 BL2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2043'THE STATION WAS RECOVERED AND FOUND IN POOR CONDITION, ALTHOUGH
 BL2043'IT SHOWS NO EVIDENCE OF HAVING BEEN DISTURBED.  IT IS NOW
 BL2043'LOCATED NEAR THE NORTH END AND AT THE EXTREME EAST EDGE
 BL2043'OF A CUT BANK AND WILL BE DESTROYED BY EROSION IN TIME.  IT
 BL2043'WAS IMPOSSIBLE TO BUILD A TOWER OVER THE MARK DUE TO ITS
 BL2043'PRESENT LOCATION AND A NEW STATION VILLAGE MILLS N B 2 1952
 BL2043'WAS ESTABLISHED.
 BL2043'
 BL2043'REFERENCE MARK NO. 1 WAS FOUND NEAR THE EDGE OF A ROAD DITCH
 BL2043'AND HAD BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 BL2043'
 BL2043'RIGHT-OF-WAY MARKER 240 USED AS A REFERENCE MARK IN 1936
 BL2043'WAS FOUND LEANING BADLY AND LOOSE IN THE GROUND AND OF NO
 BL2043'VALUE.
 BL2043'
 BL2043'TWO NEW REFERENCE MARKS, VILLAGE MILLS N B 2 NO 6 1952 AND
 BL2043'VILLAGE MILLS N B 2 NO 7 1952 WERE ESTABLISHED.
 BL2043'
 BL2043'THE AZIMUTH MARK VILLAGE MILLS NORTH 1931-1936 WAS RECOVERED
 BL2043'AND FOUND IN GOOD CONDITION.  THE OLD DISK WAS REMOVED AND
 BL2043'A NEW AZIMUTH MARK VILLAGE MILLS N B 2 1952 WAS SET IN ITS
 BL2043'EXACT LOCATION.
 BL2043'
 BL2043'A DIRECTION WAS TAKEN FROM VILLAGE MILLS N B 2 1952 TO VILLAGE
 BL2043'MILLS N B 1931 USING STATION VILLAGE MILLS S B 2 1952 AS
 BL2043'THE INITIAL (345 DEG 08 MIN 50.3 SEC) AND A DISTANCE WAS
 BL2043'MEASURED OF 25.52 FEET 7.778 METERS.
 BL2043
 BL2043                          STATION RECOVERY (1957)
 BL2043
 BL2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BFC)
 BL2043'THIS STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2044 ***********************************************************************
 BL2044  DESIGNATION -  VILLAGE MILLS NORTH 2
 BL2044  PID         -  BL2044
 BL2044  STATE/COUNTY-  TX/TYLER
 BL2044  USGS QUAD   -  WARREN (1984)
 BL2044
 BL2044                         *CURRENT SURVEY CONTROL
 BL2044  ___________________________________________________________________
 BL2044* NAD 83(1993)-  30 35 31.81986(N)    094 24 08.16503(W)     ADJUSTED  
 BL2044* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 BL2044  ___________________________________________________________________
 BL2044  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BL2044  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL2044
 BL2044  HORZ ORDER  -  SECOND
 BL2044
 BL2044.The horizontal coordinates were established by classical geodetic methods
 BL2044.and adjusted by the National Geodetic Survey in February 1996..
 BL2044
 BL2044.The orthometric height was scaled from a topographic map.
 BL2044
 BL2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2044
 BL2044.The geoid height was determined by GEOID03.
 BL2044
 BL2044;                    North         East     Units Scale Factor Converg.
 BL2044;SPC TX C     - 3,117,756.752 1,268,516.013   MT  0.99990708   +3 03 17.5
 BL2044;SPC TX C     -10,228,840.28  4,161,789.62   sFT  0.99990708   +3 03 17.5
 BL2044;UTM  15      - 3,385,243.169   365,558.149   MT  0.99982297   -0 42 49.5
 BL2044
 BL2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2044!SPC TX C     -   0.99999744  x   0.99990708  =   0.99990452
 BL2044!UTM  15      -   0.99999744  x   0.99982297  =   0.99982041
 BL2044
 BL2044:                Primary Azimuth Mark                     Grid Az
 BL2044:SPC TX C     -  VILLAGE MILLS NORTH 2 AZ MK              357 48 07.8
 BL2044:UTM  15      -  VILLAGE MILLS NORTH 2 AZ MK              001 34 14.8
 BL2044
 BL2044|---------------------------------------------------------------------|
 BL2044| PID    Reference Object                     Distance      Geod. Az  |
 BL2044|                                                           dddmmss.s |
 BL2044| CV8546 VILLAGE MILLS NORTH 2 AZ MK                        0005125.3 |
 BL2044| CV8548 VILLAGE MILLS NORTH 2 RM 7           29.542 METERS 07835     |
 BL2044| BL2043 VILLAGE MILLS NORTH BASE              7.780 METERS 16340     |
 BL2044| CV8547 VILLAGE MILLS NORTH 2 RM 6           52.337 METERS 34754     |
 BL2044|---------------------------------------------------------------------|
 BL2044
 BL2044                          SUPERSEDED SURVEY CONTROL
 BL2044
 BL2044  NAD 83(1986)-  30 35 31.83605(N)    094 24 08.15459(W) AD(       ) 2
 BL2044  NAD 27      -  30 35 31.09600(N)    094 24 07.44900(W) AD(       ) 2
 BL2044
 BL2044.Superseded values are not recommended for survey control.
 BL2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2044.See file dsdata.txt to determine how the superseded data were derived.
 BL2044
 BL2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6555885243(NAD 83)
 BL2044_MARKER: DS = TRIANGULATION STATION DISK
 BL2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2044
 BL2044  HISTORY     - Date     Condition        Report By
 BL2044  HISTORY     - 1952     MONUMENTED       CGS
 BL2044  HISTORY     - 1957     GOOD             CGS
 BL2044
 BL2044                          STATION DESCRIPTION
 BL2044
 BL2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2044'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF WARREN ON
 BL2044'A NARROW STRIP OF LAND BETWEEN THE HIGHWAY AND RAILROAD.
 BL2044'IT IS 152.0 FEET WEST OF THE CENTER OF U.S. HIGHWAYS NO.
 BL2044'69 AND 287, 53.0 FEET EAST OF THE EAST RAIL OF THE SOUTHERN
 BL2044'PACIFIC, TEXAS AND NEW ORLEANS RAILROAD, 35.5 FEET
 BL2044'SOUTH-SOUTHWEST OF A TELEPHONE POLE AND JUST NORTH OF A CUT BANK.
 BL2044'IT PROJECTS 4 INCHES AND IS STAMPED VILLAGE MILLS N B 2
 BL2044'1952.
 BL2044'
 BL2044'REFERENCE MARK NO. 6 IS 104.0 FEET SOUTH OF THE CENTER OF
 BL2044'A GRADED ROAD, 35.0 FEET EAST OF THE EAST RAIL OF THE SOUTHERN
 BL2044'PACIFIC, TEXAS AND NEW ORLEANS RAILROAD AND 24.0 FEET SOUTH
 BL2044'OF A TELEPHONE POLE.  IT PROJECTS 3 INCHES AND IS STAMPED
 BL2044'VILLAGE MILLS N B 2 NO 6 1952.
 BL2044'
 BL2044'REFERENCE MARK NO. 7 IS ABOUT 2.0 FEET BELOW THE ELEVATION
 BL2044'OF THE STATION, 89.0 FEET SOUTH OF A POWERLINE POLE AND
 BL2044'56.0 FEET WEST OF THE CENTER OF U.S. HIGHWAYS NO. 69 AND
 BL2044'287.  IT PROJECTS 5 INCHES AND IS STAMPED VILLAGE MILLS N
 BL2044'B 2 NO 7 1952.
 BL2044'
 BL2044'THE DISTANCE BETWEEN REFERENCE MARK NO. 6 AND REFERENCE MARK
 BL2044'NO. 7 IS 198.2 FEET.
 BL2044'
 BL2044'THE AZIMUTH MARK IS LOCATED AT THE FIRST CONCRETE BRIDGE
 BL2044'NORTH OF THE STATION ON U.S. HIGHWAYS NO. 69 AND 287.  IT
 BL2044'IS A STANDARD AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN
 BL2044'THE TOP OF THE CENTER GUARD RAIL POST OF THE EAST RAILING
 BL2044'OF THE BRIDGE.  IT IS SET FLUSH WITH THE TOP OF THE CEMENT
 BL2044'POST AND IS STAMPED VILLAGE MILLS N B 2 1952.
 BL2044'
 BL2044'VILLAGE MILLS N B 1931 IS LOCATED AT THE EAST EDGE OF A
 BL2044'CUT BANK ABOUT 4.5 FEET ABOVE THE ELEVATION OF THE STATION, 157.0
 BL2044'FEET WEST OF THE CENTER OF U.S. HIGHWAYS NO. 69 AND 287
 BL2044'AND 58.0 FEET EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC,
 BL2044'TEXAS AND NEW ORLEANS RAILROAD.  IT PROJECTS 8 INCHES ABOVE
 BL2044'THE SURFACE LEVEL OF THE TOP OF THE CUT BANK AND THE SOIL
 BL2044'IS ERODED FROM THE EAST EDGE OF THE MARK TO A DEPTH OF 18
 BL2044'INCHES.
 BL2044'
 BL2044'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WARREN, GO
 BL2044'NORTHWEST ON A GRAVELED STREET FOR 0.15 MILE TO U.S. HIGHWAYS
 BL2044'NO. 69 AND 287.  HERE TURN SHARP RIGHT AND GO EAST AND
 BL2044'SOUTH ON U.S. HIGHWAYS NO. 69 AND 287 FOR 1.0 MILE TO A CONCRETE
 BL2044'BRIDGE AND THE AZIMUTH MARK IN THE TOP OF THE CENTER GUARD
 BL2044'RAIL POST OF THE BRIDGE AS DESCRIBED.  CONTINUE SOUTH ON
 BL2044'U.S. HIGHWAYS NO. 69 AND 287 FOR 0.4 MILE TO A POINT JUST
 BL2044'SOUTH OF REIDS GROCERY STORE ON THE LEFT AND THE STATION
 BL2044'ON THE RIGHT AS DESCRIBED.
 BL2044'
 BL2044'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BL2044
 BL2044                          STATION RECOVERY (1957)
 BL2044
 BL2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BFC)
 BL2044'THIS STATION WAS FOUND IN VERY GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2039 ***********************************************************************
 BL2039  DESIGNATION -  VILLAGE MILLS SOUTH 2
 BL2039  PID         -  BL2039
 BL2039  STATE/COUNTY-  TX/HARDIN
 BL2039  USGS QUAD   -  WARREN (1984)
 BL2039
 BL2039                         *CURRENT SURVEY CONTROL
 BL2039  ___________________________________________________________________
 BL2039* NAD 83(1993)-  30 30 13.95711(N)    094 23 58.66732(W)     ADJUSTED  
 BL2039* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 BL2039  ___________________________________________________________________
 BL2039  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BL2039  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL2039
 BL2039  HORZ ORDER  -  SECOND
 BL2039
 BL2039.The horizontal coordinates were established by classical geodetic methods
 BL2039.and adjusted by the National Geodetic Survey in February 1996..
 BL2039
 BL2039.The orthometric height was scaled from a topographic map.
 BL2039
 BL2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2039
 BL2039.The geoid height was determined by GEOID03.
 BL2039
 BL2039;                    North         East     Units Scale Factor Converg.
 BL2039;SPC TX C     - 3,107,996.452 1,269,290.497   MT  0.99991919   +3 03 22.3
 BL2039;SPC TX C     -10,196,818.36  4,164,330.57   sFT  0.99991919   +3 03 22.3
 BL2039;UTM  15      - 3,375,453.954   365,689.588   MT  0.99982254   -0 42 38.0
 BL2039
 BL2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2039!SPC TX C     -   0.99999948  x   0.99991919  =   0.99991867
 BL2039!UTM  15      -   0.99999948  x   0.99982254  =   0.99982202
 BL2039
 BL2039:                Primary Azimuth Mark                     Grid Az
 BL2039:SPC TX C     -  VILLAGE MILLS SOUTH 2 AZ MK              357 30 07.5
 BL2039:UTM  15      -  VILLAGE MILLS SOUTH 2 AZ MK              001 16 07.8
 BL2039
 BL2039|---------------------------------------------------------------------|
 BL2039| PID    Reference Object                     Distance      Geod. Az  |
 BL2039|                                                           dddmmss.s |
 BL2039| CV8551 VILLAGE MILLS SOUTH 2 AZ MK                        0003329.8 |
 BL2039| CV8552 VILLAGE MILLS SOUTH 2 RM 3           48.955 METERS 22935     |
 BL2039| BL0282 VILLAGE MILLS SOUTH BASE             14.036 METERS 28549     |
 BL2039| BL2042 VILLAGE MILLS HOUS PLINE MAST       APPROX. 1.8 KM 2900548.2 |
 BL2039|---------------------------------------------------------------------|
 BL2039
 BL2039                          SUPERSEDED SURVEY CONTROL
 BL2039
 BL2039  NAD 83(1993)-  30 30 13.97140(N)    094 23 58.65735(W) AD(       ) 2
 BL2039  NAD 83(1986)-  30 30 13.97444(N)    094 23 58.65570(W) AD(       ) 2
 BL2039  NAD 27      -  30 30 13.23100(N)    094 23 57.95300(W) AD(       ) 2
 BL2039
 BL2039.Superseded values are not recommended for survey control.
 BL2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2039.See file dsdata.txt to determine how the superseded data were derived.
 BL2039
 BL2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6569075454(NAD 83)
 BL2039_MARKER: DS = TRIANGULATION STATION DISK
 BL2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2039
 BL2039  HISTORY     - Date     Condition        Report By
 BL2039  HISTORY     - 1952     MONUMENTED       CGS
 BL2039  HISTORY     - 1957     GOOD             CGS
 BL2039  HISTORY     - 1966     GOOD             CGS
 BL2039
 BL2039                          STATION DESCRIPTION
 BL2039
 BL2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2039'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF KOUNTZE, 0.6 MILE
 BL2039'NORTH OF VILLAGE MILLS, 150 FEET WEST OF THE CENTER OF U.S.
 BL2039'HIGHWAYS 69 AND 287, 84 FEET EAST OF THE EAST RAIL OF THE
 BL2039'RAILROAD TRACKS AND 36 FEET NORTHEAST OF A PINE TREE WITH A
 BL2039'TRIANGLE BLAZE.  IT PROJECTS 4 INCHES AND IS STAMPED VILLAGE
 BL2039'MILLS S B 2 1952.
 BL2039'
 BL2039'REFERENCE MARK NO. 3 IS 36 FEET WEST OF THE WEST RAIL OF THE
 BL2039'RAILROAD TRACKS, 27 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 BL2039'16 FEET SOUTHEAST OF AN OAK TREE ABOUT 2 FEET IN DIAMETER.  IT IS
 BL2039'SET FLUSH AND IS STAMPED VILLAGE MILLS S B 2 NO 3 1952.
 BL2039'
 BL2039'VILLAGE MILLS S B 1931 STATION MARK WAS USED FOR REFERENCE MARK
 BL2039'NO. 4.  IT IS 40 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS
 BL2039'AND 23 FEET NORTHWEST OF A PINE TREE WITH A TRIANGLE BLAZE.
 BL2039'IT PROJECTS 3 INCHES AND IS STAMPED VILLAGE MILLS S B 1931.
 BL2039'
 BL2039'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND VILLAGE MILLS S B
 BL2039'1931 IS 140.35 FEET.
 BL2039'
 BL2039'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTER OF A MACADAM ROAD
 BL2039'LEADING EAST, 37 FEET EAST OF THE CENTER OF U.S. HIGHWAYS 69
 BL2039'AND 287 AND 3 FEET WEST OF A HIGHLINE POLE.  IT PROJECTS 6 INCHES
 BL2039'AND IS STAMPED VILLAGE MILLS S B 2 1952.
 BL2039'
 BL2039'TO REACH THE STATION FROM THE POST OFFICE IN VILLAGE MILLS GO NORTH
 BL2039'ON U.S. HIGHWAYS 69 AND 287 FOR 0.6 MILE TO THE STATION ON THE
 BL2039'LEFT AS DESCRIBED.
 BL2039'
 BL2039'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S.
 BL2039'HIGHWAYS 69 AND 287 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 BL2039'RIGHT AS DESCRIBED.
 BL2039
 BL2039                          STATION RECOVERY (1957)
 BL2039
 BL2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BFC)
 BL2039'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 BL2039
 BL2039                          STATION RECOVERY (1966)
 BL2039
 BL2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 BL2039'THE STATION MARK, REFERENCE MARK NO. 3, AND THE AZIMUTH MARK WERE
 BL2039'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  VILLAGE MILLS S
 BL2039'1931 USED FOR REFERENCE MARK NO. 4 WAS FOUND TO BE DESTROYED.
 BL2039'DUE TO HIGHWAY IMPROVEMENTS THE AZIMUTH MARK HAD TO BE DESTROYED.
 BL2039'THE LINE OF SIGHT BETWEEN THE STATION AND AZIMUTH MARK WAS
 BL2039'OBSTRUCTED AND NO OBJECTS WERE VISIBILE FROM THE GROUND TO
 BL2039'USE TO SET ANOTHER AZIMUTH MARK.
 BL2039'
 BL2039'THE 1952 DESCRIPTION AND TO REACH THE STATION ARE ADEQUATE FOR
 BL2039'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1291 ***********************************************************************
 AH1291  DESIGNATION -  VINA WINDMILL
 AH1291  PID         -  AH1291
 AH1291  STATE/COUNTY-  TX/NUECES
 AH1291  USGS QUAD   -  PITA ISLAND (1975)
 AH1291
 AH1291                         *CURRENT SURVEY CONTROL
 AH1291  ___________________________________________________________________
 AH1291* NAD 83(1993)-  27 34 42.84874(N)    097 20 38.55689(W)     ADJUSTED  
 AH1291* NAVD 88     -                                                        
 AH1291  ___________________________________________________________________
 AH1291  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AH1291  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AH1291
 AH1291  HORZ ORDER  -  THIRD
 AH1291
 AH1291.The horizontal coordinates were established by classical geodetic methods
 AH1291.and adjusted by the National Geodetic Survey in February 1996..
 AH1291
 AH1291
 AH1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1291
 AH1291.The geoid height was determined by GEOID03.
 AH1291
 AH1291;                    North         East     Units Scale Factor Converg.
 AH1291;SPC TX S     - 5,212,349.107   414,133.483   MT  0.99994541   +0 31 29.3
 AH1291;SPC TX S     -17,100,848.70  1,358,702.94   sFT  0.99994541   +0 31 29.3
 AH1291;UTM  14      - 3,051,613.527   663,459.941   MT  0.99992982   +0 46 00.6
 AH1291
 AH1291                          SUPERSEDED SURVEY CONTROL
 AH1291
 AH1291  NAD 83(1986)-  27 34 42.85965(N)    097 20 38.53210(W) AD(       ) 4
 AH1291  NAD 27      -  27 34 41.72900(N)    097 20 37.57200(W) AD(       ) 3
 AH1291
 AH1291.Superseded values are not recommended for survey control.
 AH1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1291.See file dsdata.txt to determine how the superseded data were derived.
 AH1291
 AH1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6346051614(NAD 83)
 AH1291_MARKER: 66 = WINDMILL
 AH1291
 AH1291  HISTORY     - Date     Condition        Report By
 AH1291  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1291  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1291
 AH1291                          STATION DESCRIPTION
 AH1291
 AH1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1291'LOCATED ON THE LAURELES DIVISION OF THE KING RANCH ABOUT
 AH1291'9.0 MILES S OF THE NAVAL AIR STATION, CORPUS CHRISTI.
 AH1291'
 AH1291'TO REACH FROM THE S GATE OF THE NAVAL AIR STATION, PROCEED
 AH1291'SW 0.6 MILE ON S.H. 358 TO WALDRON FIELD ROAD, SW 4.4 MILES
 AH1291'TO THE NORTH GATE OF THE KING RANCH, 3.3 MILES S TO CHAPMAN
 AH1291'RANCH ROAD, W 1.6 MILES TO A TRAIL TO THE S, S 0.3 MILE
 AH1291'TO THE STATION SITE.
 AH1291'
 AH1291'STATION IS A STEEL WINDMILL 30 FEET HIGH.
 AH1291'
 AH1291'THE NAME VINA MEANS VINE.
 AH1291
 AH1291                          STATION RECOVERY (2001)
 AH1291
 AH1291'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1060 ***********************************************************************
 CU1060  DESIGNATION -  VINCENT ATT MICROWAVE
 CU1060  PID         -  CU1060
 CU1060  STATE/COUNTY-  TX/HOWARD
 CU1060  USGS QUAD   -  IRA SW (1974)
 CU1060
 CU1060                         *CURRENT SURVEY CONTROL
 CU1060  ___________________________________________________________________
 CU1060* NAD 83(1993)-  32 31 17.47286(N)    101 13 32.21555(W)     ADJUSTED  
 CU1060* NAVD 88     -                                                        
 CU1060  ___________________________________________________________________
 CU1060  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 CU1060  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CU1060
 CU1060  HORZ ORDER  -  THIRD
 CU1060
 CU1060.The horizontal coordinates were established by classical geodetic methods
 CU1060.and adjusted by the National Geodetic Survey in February 1996..
 CU1060
 CU1060
 CU1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1060
 CU1060.The geoid height was determined by GEOID03.
 CU1060
 CU1060;                    North         East     Units Scale Factor Converg.
 CU1060;SPC TXNC     - 2,098,116.886   343,966.969   MT  0.99991513   -1 29 11.5
 CU1060;SPC TXNC     - 6,883,571.82  1,128,498.30   sFT  0.99991513   -1 29 11.5
 CU1060;UTM  14      - 3,600,428.113   290,954.984   MT  1.00013890   -1 11 49.1
 CU1060
 CU1060                          SUPERSEDED SURVEY CONTROL
 CU1060
 CU1060  NAD 83(1986)-  32 31 17.47850(N)    101 13 32.20652(W) AD(       ) 4
 CU1060  NAD 27      -  32 31 17.06095(N)    101 13 30.76620(W) AD(       ) 3
 CU1060
 CU1060.Superseded values are not recommended for survey control.
 CU1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1060.See file dsdata.txt to determine how the superseded data were derived.
 CU1060
 CU1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9095500428(NAD 83)
 CU1060_MARKER: 45 = MICROWAVE TOWER
 CU1060
 CU1060  HISTORY     - Date     Condition        Report By
 CU1060  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1060
 CU1060                          STATION DESCRIPTION
 CU1060
 CU1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1060'IS A FOUR LEGGED STEEL TOWER, PAINTED RED AND WHITE AND ABOUT
 CU1060'300 FEET HIGH.
 CU1060'
 CU1060'STATION IS LOCATED ABOUT 1-1/2 MILS NORTH OF VINCENT ON THE WEST
 CU1060'SIDE OF FARM ROAD 1205.
 CU1060'
 CU1060'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 350 AND FARM ROAD 1205,
 CU1060'GO NORTH ON FARM ROAD 1205 FOR 2.2 MILES TO STATION ON LEFT.
 CU1060'
 CU1060'POINT INTERSECTED, TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2908 ***********************************************************************
 CS2908  DESIGNATION -  VINE
 CS2908  PID         -  CS2908
 CS2908  STATE/COUNTY-  TX/TARRANT
 CS2908  USGS QUAD   -  COLLEYVILLE (1981)
 CS2908
 CS2908                         *CURRENT SURVEY CONTROL
 CS2908  ___________________________________________________________________
 CS2908* NAD 83(1993)-  32 57 03.99319(N)    097 08 04.15294(W)     ADJUSTED  
 CS2908* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 CS2908  ___________________________________________________________________
 CS2908  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 CS2908  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CS2908
 CS2908  HORZ ORDER  -  SECOND
 CS2908
 CS2908.The horizontal coordinates were established by classical geodetic methods
 CS2908.and adjusted by the National Geodetic Survey in February 1996..
 CS2908
 CS2908.The orthometric height was scaled from a topographic map.
 CS2908
 CS2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2908
 CS2908.The geoid height was determined by GEOID03.
 CS2908
 CS2908;                    North         East     Units Scale Factor Converg.
 CS2908;SPC TXNC     - 2,143,261.104   727,662.258   MT  0.99987415   +0 44 41.1
 CS2908;SPC TXNC     - 7,031,682.47  2,387,338.59   sFT  0.99987415   +0 44 41.1
 CS2908;UTM  14      - 3,647,411.351   674,377.189   MT  0.99997494   +1 00 53.8
 CS2908
 CS2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2908!SPC TXNC     -   0.99997289  x   0.99987415  =   0.99984704
 CS2908!UTM  14      -   0.99997289  x   0.99997494  =   0.99994783
 CS2908
 CS2908:                Primary Azimuth Mark                     Grid Az
 CS2908:SPC TXNC     -  RADIO STA WFAA WBAP TRANSM TWR           108 31 15.2
 CS2908:UTM  14      -  RADIO STA WFAA WBAP TRANSM TWR           108 15 02.5
 CS2908
 CS2908|---------------------------------------------------------------------|
 CS2908| PID    Reference Object                     Distance      Geod. Az  |
 CS2908|                                                           dddmmss.s |
 CS2908| CS2893 RADIO STA WFAA WBAP TRANSM TWR      APPROX.10.7 KM 1091556.3 |
 CS2908| CY2583 VINE RM 1                            32.193 METERS 12810     |
 CS2908| CY2582 VINE AZ MK                                         1752756.2 |
 CS2908| CY2584 VINE RM 2                            40.393 METERS 21351     |
 CS2908| CS2910 ROANOKE MUNICIPAL TANK              APPROX.10.3 KM 3003428.1 |
 CS2908| CY2585 VINE RM 3                            30.267 METERS 31021     |
 CS2908|---------------------------------------------------------------------|
 CS2908
 CS2908                          SUPERSEDED SURVEY CONTROL
 CS2908
 CS2908  NAD 83(1993)-  32 57 03.99524(N)    097 08 04.13923(W) AD(       ) 2
 CS2908  NAD 83(1986)-  32 57 03.99795(N)    097 08 04.13710(W) AD(       ) 2
 CS2908  NAD 27      -  32 57 03.55000(N)    097 08 03.09700(W) AD(       ) 2
 CS2908
 CS2908.Superseded values are not recommended for survey control.
 CS2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2908.See file dsdata.txt to determine how the superseded data were derived.
 CS2908
 CS2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7437747411(NAD 83)
 CS2908_MARKER: DS = TRIANGULATION STATION DISK
 CS2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2908
 CS2908  HISTORY     - Date     Condition        Report By
 CS2908  HISTORY     - 1947     MONUMENTED       CGS
 CS2908  HISTORY     - 1955     GOOD             TXHD
 CS2908  HISTORY     - 1959     GOOD             CGS
 CS2908  HISTORY     - 1960     GOOD             CGS
 CS2908  HISTORY     - 1960     GOOD             CGS
 CS2908  HISTORY     - 1963     GOOD             CGS
 CS2908  HISTORY     - 1967     GOOD             CGS
 CS2908  HISTORY     - 1980     GOOD             LOCSUR
 CS2908  HISTORY     - 1983     GOOD             TXHD
 CS2908  HISTORY     - 1986     MARK NOT FOUND   LOCSUR
 CS2908
 CS2908                          STATION DESCRIPTION
 CS2908
 CS2908'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2908'THE STATION IS LOCATED ABOUT 6 AND 1/2 MILES EAST-SOUTHEAST
 CS2908'OF ROANOKE, 3 AND 1/2 MILES WEST OF GRAPEVINE, 83 FEET
 CS2908'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE WATER
 CS2908'TANK, 68 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE
 CS2908'HIGHWAY 114 AND 16 FEET SOUTH-SOUTHWEST OF WITNESS POST IN
 CS2908'THE SOUTHWEST ANGLE OF INTERSECTION.  THERE IS A FILLING
 CS2908'STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION.  THE
 CS2908'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED VINE 1947.
 CS2908'
 CS2908'REFERENCE MARK NO. 1 IS 105.62 FEET SOUTHEAST OF THE STATION,
 CS2908'60 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 114
 CS2908'AND 2 FEET WEST OF POWER POLE.  THE MARK PROJECTS 4 INCHES
 CS2908'AND THE DISK IS STAMPED VINE NO 1 1947.
 CS2908'
 CS2908'REFERENCE MARK NO. 2 IS 132.53 FEET SOUTHWEST OF THE STATION,
 CS2908'41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 CS2908'WATER TANK AND 19 FEET NORTHWEST OF THE NORTHWEST CORNER
 CS2908'OF A WHITE HOUSE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CS2908'IS STAMPED VINE NO 2 1947.
 CS2908'
 CS2908'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 27 FEET
 CS2908'WEST OF THE CENTERLINE OF A GRAVEL ROAD AND 2 AND 1/2 FEET
 CS2908'NORTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 CS2908'THE DISK IS STAMPED VINE 1947.
 CS2908'
 CS2908'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CS2908'114 AND MAIN STREET IN GRAPEVINE, GO WEST ON STATE HIGHWAY
 CS2908'114 FOR 3.3 MILES TO CROSSROADS AND THE STATION IN THE SOUTHWEST
 CS2908'ANGLE.
 CS2908'
 CS2908'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 CS2908'GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 CS2908'AS DESCRIBED.
 CS2908'
 CS2908'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2908
 CS2908                          STATION RECOVERY (1955)
 CS2908
 CS2908'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS2908'STATION RECOVERED.  STATION IS 67.0 FT FROM CENTERLINE OF
 CS2908'SH 114 WEST OF GRAPEVINE ON SOUTH SIDE OF HWY.  R.M. 1 AND
 CS2908'2 RECOVERED.  AZIMUTH MARKER WAS SAID TO BE IN PLACE.
 CS2908
 CS2908                          STATION RECOVERY (1959)
 CS2908
 CS2908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2908'THE STATION, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 CS2908'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2908
 CS2908                          STATION RECOVERY (1960)
 CS2908
 CS2908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 CS2908'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 CS2908'AND THE AZIMUTH MARK WERE RECOVERED.  THE MARKS WERE ALL
 CS2908'IN GOOD CONDITION AND THE DESCRIPTION IS ADEQUATE.
 CS2908
 CS2908                          STATION RECOVERY (1960)
 CS2908
 CS2908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2908'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2908'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2908'TO STATION SITE ARE CORRECT.
 CS2908
 CS2908                          STATION RECOVERY (1963)
 CS2908
 CS2908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2908'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS2908'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 CS2908'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 CS2908'
 CS2908'ADDITIONAL MEASUREMENTS WERE MADE AT THE AZIMUTH MARK AS
 CS2908'FOLLOWS.  THE AZIMUTH MARK IS 107 FEET SOUTH OF A DRIVEWAY
 CS2908'ENTRANCE TO A FARM HOUSE, 25 FEET WEST OF THE CENTER OF THE
 CS2908'BLACK TOP ROAD AND 13 FEET SOUTH OF A FENCE CORNER.
 CS2908'
 CS2908'THE STATION WAS REACH FROM THE JUNCTION OF STATE HIGHWAY
 CS2908'114, 121 AND THE NORTH END OF MAIN STREET IN GRAPEVINE, BY
 CS2908'GOING WEST ON STATE HIGHWAY 114 FOR 1.35 MILES TO ROAD JUNCTION,
 CS2908'THENCE BEAR RIGHT, WESTERLY, ON STATE HIGHWAY 114 FOR 2.1 MILES
 CS2908'TO THE INTERSECTION OF THE CARROLL SCHOOL ROAD AND THE STATION
 CS2908'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 CS2908'GO SOUTHERLY ON THE CARROLL SCHOOL ROAD FOR 0.2 MILE TO
 CS2908'AZIMUTH MARK ON THE RIGHT.
 CS2908
 CS2908                          STATION RECOVERY (1967)
 CS2908
 CS2908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 CS2908'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CS2908'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 CS2908'FOUND TO BE DESTROYED.  A NEW REFERENCE MARK WAS SET.
 CS2908'
 CS2908'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 6-1/2
 CS2908'MILES EAST-SOUTHEAST OF ROANOKE, ABOUT 3 MILES WEST OF GRAPEVINE,
 CS2908'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF CARROLL ROAD
 CS2908'AND STATE HIGHWAY 114, AT THE NORTHEAST EDGE OF THE LAWN
 CS2908'OF MR. J.D. MILLS, AND IS ABOUT THREE FEET ABOVE THE ROAD.
 CS2908'
 CS2908'TO REACH STATION FROM THE JUNCTION OF BUSINESS ROUTE 114
 CS2908'AND STATE HIGHWAY 121 IN GRAPEVINE, GO NORTHWEST ON BUSINESS
 CS2908'ROUTE 114 FOR 1.4 MILES TO THE JUNCTION OF STATE HIGHWAY
 CS2908'114.  CONTINUE NORTHWEST ON STATE HIGHWAY 114 FOR 2.0 MILES
 CS2908'TO STATION ON THE LEFT.  TO REACH AZIMUTH MARK FROM THE
 CS2908'STATION, GO SOUTH ON A BLACK-TOP ROAD 0.2 MILE TO MARK ON THE
 CS2908'RIGHT.
 CS2908'
 CS2908'STATION MARK, A STANDARD DISK, STAMPED VINE 1947, IS SET
 CS2908'IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CS2908'GROUND.  IT IS 107 FEET SOUTHWEST OF THE CENTER LINE OF
 CS2908'HIGHWAY, 155 FEET NORTHWEST OF THE NORTH-SOUTH ROAD, 83
 CS2908'FEET NORTHEAST OF A CONCRETE WATER TANK, 3 FEET NORTHEAST
 CS2908'OF THE HIGHWAY RIGHT-OF-WAY, AND 1 FOOT WEST OF A METAL
 CS2908'WITNESS POST.
 CS2908'
 CS2908'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED VINE NO 2 1947,
 CS2908'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT
 CS2908'2 INCHES ABOVE GROUND.  IT IS 41 FEET SOUTHWEST OF THE SOUTHWEST
 CS2908'CORNER OF THE CONCRETE WATER TANK, 19 FEET NORTH OF THE NORTHEAST
 CS2908'CORNER OF THE HOME OF MR. J.D. MILLS, AND 3 FEET EAST OF
 CS2908'A CAVE ENTRANCE.
 CS2908'
 CS2908'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED VINE NO 3
 CS2908'1947 1967, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CS2908'WITH SURFACE OF GROUND.  IT IS 110 FEET SOUTHWEST OF THE
 CS2908'CENTER LINE OF HIGHWAY, 140 FEET NORTH-NORTHWEST OF THE
 CS2908'CONCRETE WATER TANK, AND 15 FEET SOUTHEAST OF A POWER LINE
 CS2908'POLE.
 CS2908'
 CS2908'AZIMUTH MARK, A STANDARD DISK, STAMPED VINE 1947, IS SET
 CS2908'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES
 CS2908'ABOVE SURFACE OF GROUND.  IT IS 110 FEET SOUTH OF THE CENTER
 CS2908'OF A PRIVATE DRIVEWAY, 24 FEET WEST OF THE CENTER LINE OF
 CS2908'ROAD, AND 13 FEET SOUTH OF A FENCE CORNER.  PREVIOUS DESCRIPTION
 CS2908'OF STATION SEE BOOK 932, PAGE 10, 33 AND 40.
 CS2908'
 CS2908'AIRLINE DISTANCE AND DIRECTION FROM TOWN--3 MILES WEST.
 CS2908
 CS2908                          STATION RECOVERY (1980)
 CS2908
 CS2908'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2908'VINE 1947 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS2908'
 CS2908'RM 3 UNABLE TO LOCATE RM NO. 2 GOOD DESCRIPTION ADEQUATE.
 CS2908'
 CS2908'AZI MK DID NOT SEARCH.
 CS2908'
 CS2908'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHLAKE.
 CS2908
 CS2908                          STATION RECOVERY (1983)
 CS2908
 CS2908'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1983 (CLJ)
 CS2908'VINE 1947 RECOVERED GOOD CONDITION.  THERE IS A METAL WITNESS POST
 CS2908'NEAR STATION.  1963 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 CS2908'
 CS2908'RMS 1 AND 2 NOT SEARCHED FOR.
 CS2908'
 CS2908'AZ. MK. NOT SEARCHED FOR.
 CS2908
 CS2908                          STATION RECOVERY (1986)
 CS2908
 CS2908'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JBA)
 CS2908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1694 ***********************************************************************
 AB1694  DESIGNATION -  VINSON
 AB1694  PID         -  AB1694
 AB1694  STATE/COUNTY-  TX/KENEDY
 AB1694  USGS QUAD   -  JULIAN (1982)
 AB1694
 AB1694                         *CURRENT SURVEY CONTROL
 AB1694  ___________________________________________________________________
 AB1694* NAD 83(1993)-  26 45 26.33753(N)    097 52 46.34604(W)     ADJUSTED  
 AB1694* NAVD 88     -        14.5    (meters)      48.     (feet)  VERTCON   
 AB1694  ___________________________________________________________________
 AB1694  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AB1694  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AB1694
 AB1694  HORZ ORDER  -  FIRST
 AB1694
 AB1694.The horizontal coordinates were established by classical geodetic methods
 AB1694.and adjusted by the National Geodetic Survey in February 1996..
 AB1694
 AB1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1694
 AB1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1694
 AB1694.The geoid height was determined by GEOID03.
 AB1694
 AB1694;                    North         East     Units Scale Factor Converg.
 AB1694;SPC TX S     - 5,120,986.579   361,709.095   MT  0.99990379   +0 16 54.1
 AB1694;SPC TX S     -16,801,103.47  1,186,707.26   sFT  0.99990379   +0 16 54.1
 AB1694;UTM  14      - 2,960,046.691   611,408.488   MT  0.99975323   +0 30 16.2
 AB1694
 AB1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1694!SPC TX S     -   1.00000154  x   0.99990379  =   0.99990533
 AB1694!UTM  14      -   1.00000154  x   0.99975323  =   0.99975477
 AB1694
 AB1694:                Primary Azimuth Mark                     Grid Az
 AB1694:SPC TX S     -  VINSON AZ MK                             035 53 31.5
 AB1694:UTM  14      -  VINSON AZ MK                             035 40 09.4
 AB1694
 AB1694|---------------------------------------------------------------------|
 AB1694| PID    Reference Object                     Distance      Geod. Az  |
 AB1694|                                                           dddmmss.s |
 AB1694| CV3555 VINSON AZ MK                                       0361025.6 |
 AB1694| AB1692 WINDMILL NNE OF NORIAS HSE          APPROX.11.1 KM 0690355.7 |
 AB1694| AB1691 NORIAS HOUSE SOUTH GABLE            APPROX.10.8 KM 0724830.9 |
 AB1694| CV3557 VINSON RM 1                          22.466 METERS 16657     |
 AB1694| CV3556 VINSON RM                            22.454 METERS 16700     |
 AB1694| CV3558 VINSON RM 2                          35.520 METERS 26005     |
 AB1694| AB1696 JULIAN PUMP HUMBLE OIL CO TK        APPROX. 8.6 KM 2992010.9 |
 AB1694|---------------------------------------------------------------------|
 AB1694
 AB1694                          SUPERSEDED SURVEY CONTROL
 AB1694
 AB1694  NAD 83(1986)-  26 45 26.34788(N)    097 52 46.31440(W) AD(       ) 1
 AB1694  NAD 27      -  26 45 25.13300(N)    097 52 45.32000(W) AD(       ) 1
 AB1694  NGVD 29 (07/19/86)   14.6    (m)           48.     (f) VERT ANG       
 AB1694
 AB1694.Superseded values are not recommended for survey control.
 AB1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1694.See file dsdata.txt to determine how the superseded data were derived.
 AB1694
 AB1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1140860047(NAD 83)
 AB1694_MARKER: DS = TRIANGULATION STATION DISK
 AB1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1694_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1694
 AB1694  HISTORY     - Date     Condition        Report By
 AB1694  HISTORY     - 1913     MONUMENTED       CGS
 AB1694  HISTORY     - 1930     GOOD             CGS
 AB1694  HISTORY     - 1954     GOOD             USGS
 AB1694  HISTORY     - 1961     GOOD             CGS
 AB1694  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AB1694
 AB1694                          STATION DESCRIPTION
 AB1694
 AB1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1694'STATION IS ABOUT 7 MILES W BY S FROM THE NORIAS RANCH, ON N SIDE
 AB1694'OF ROAD LEADING FROM NORIAS TO THE ANDRES RANCH AND HUISACHES
 AB1694'ALTOS, IN THE KING RANCH PASTURES, WHOSE LOCAL HEADQUARTERS
 AB1694'ARE AT NORIAS.  STATION IS NEAR N END OF KNOLL, 6 FEET N
 AB1694'OF SMALL CLUMP OF MESQUITE GROWING AROUND PRICKLY PEAR,
 AB1694'AND 12 FEET S OF ANOTHER MESQUITE, THE MOST NORTHERLY TALL
 AB1694'MESQUITE ON THE HILL.
 AB1694'
 AB1694'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1694'DISKS SET IN CONCRETE.
 AB1694'
 AB1694'REFERENCE MARK IS 22.454 METERS (73.67 FEET) FROM STATION.
 AB1694'IT IS THE SAME ELEVATION AS
 AB1694'THE STATION.
 AB1694'
 AB1694'ELEVATION OF STATION, 14.6 METERS (48 FEET).
 AB1694'
 AB1694'REACHED FROM NORIAS BY PASSING THROUGH GATE SW OF HOUSE,
 AB1694'THENCE W 1/4 MILE TOWARD FORKS OF MAIN ROAD, TURNING UP
 AB1694'DIM FORK TO RIGHT JUST BEFORE REACHING THIS MAIN FORK AND
 AB1694'PROCEEDING 6.5 MILES TO STATION, WHICH IS ABOUT 50 YARDS
 AB1694'N OF THE ROAD, NEAR SUMMIT OF GRADE WHERE ROAD SKIRTS SMALL
 AB1694'SALT POND TO S, THE ROAD CROSSING OVER THE S END OF A RATHER
 AB1694'PROMINENT KNOLL.
 AB1694'
 AB1694'NORIAS RANCH COULD BE REACHED IN 1930 FROM RAYMONDVILLE BY
 AB1694'WAY OF THE STILLMAN RANCH (LA TORDILLA) AND RANCH ROAD NE
 AB1694'18 MILES TO NORIAS, OR FROM THE W FROM U.S. HIGHWAY 96 AT
 AB1694'A POINT ABOUT 1 MILE S OF HUISACHES ALTOS RANCH, AND 2.7 MILES
 AB1694'S OF BROOKS-HIDALGO COUNTY LINE.
 AB1694
 AB1694                          STATION RECOVERY (1930)
 AB1694
 AB1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 AB1694'IN 1930 MARKS WERE RECOVERED, THE SURFACE MARK EXTENDING
 AB1694'ABOUT 8 INCHES ABOVE GROUND, AND FRAGMENTS OF CONCRETE WERE
 AB1694'PILED AROUND IT TO PREVENT FURTHER EROSION.  DISKS ARE STAMPED
 AB1694'1931.
 AB1694
 AB1694                          STATION RECOVERY (1954)
 AB1694
 AB1694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1694'STATION IS LOCATED ABOUT 7 MILES W AND 1 MILE S OF THE NORIAS
 AB1694'RR STATION ON A PROMINENT KNOLL WHICH LIES JUST N OF A
 AB1694'SMALL POND.
 AB1694'
 AB1694'TO REACH FROM RR STATION AT NORIAS PROCEED SW 2.7 MILES
 AB1694'ALONG OIL ROAD TO FORKS.  THENCE RIGHT (W) ALONG OIL ROAD ABOUT
 AB1694'4 MILES.  THENCE LEFT (S) ACROSS COUNTRY ABOUT 1-1/2 MILES
 AB1694'TO PROMINENT KNOLL VISIBLE AT ALL TIMES.  STATION LIES NEAR
 AB1694'NE END OF KNOLL ABOUT 150 FEET N OF DIM TRACK ROAD (E-W).
 AB1694'IN A CYLINDRICAL CONCRETE POST PROJECTING 10 INCHES ABOVE
 AB1694'THE GROUND, AND A USC AND GS DISK STAMPED 1931.
 AB1694
 AB1694                          STATION RECOVERY (1961)
 AB1694
 AB1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1694'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 AB1694'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 AB1694'MARK NO. 1 WAS FOUND TO BE .04 FOOT LONGER AND THE DIRECTION
 AB1694'MISSED BY 2 MINUTES 48.1 SECONDS.
 AB1694'
 AB1694'REFERENCE MARK NO. 2 AND AN AZIMUTH MARK WAS SET BY THIS PARTY.
 AB1694'
 AB1694'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AB1694'
 AB1694'THE STATION IS APPROXIMATELY 18-1/2 MILES SOUTHEAST OF RACHAL,
 AB1694'6-1/2 MILES WEST AND 1-3/4 MILES SOUTH OF THE NORIAS RAILROAD
 AB1694'STATION, ON A PROMINONT KNOLL JUST NORTH OF A SMALL POND
 AB1694'AND ON LAND OWNED BY MR. T.T. EAST OF HEBBRONVILLE.
 AB1694'
 AB1694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AB1694'AND FARM ROAD 755 IN RACHAL, GO SOUTH ON HIGHWAY 281 FOR 6.3
 AB1694'MILES TO A SMALL WHITE HOUSE ON THE LEFT AND DOUBLE ALUMINUM
 AB1694'GATES JUST SOUTH OF THE HOUSE.  TURN LEFT, EASTERLY, THROUGH
 AB1694'THE GATE AND GO 6.5 MILES ON A BLACKTOP ROAD TO A CATTLE
 AB1694'GUARD.  CONTINUE EASTERLY ON THE BLACKTOP ROAD FOR 3.4 MILES
 AB1694'TO THE JULIAN PUMPING STATION ON THE LEFT.  CONTINUE ON
 AB1694'THE BLACKTOP ROAD FOR 2.7 MILES TO A ROAD FORK.  BEAR RIGHT
 AB1694'AND CONTINUE ON A SURFACED ROAD FOR 0.95 MILE TO A VERY DIM
 AB1694'TRACK ROAD ON THE RIGHT.  CONTINUE EASTERLY ON THE SURFACED
 AB1694'ROAD FOR 1.9 MILES TO A POINT WHICH IS 1.5 MILES NORTH OF
 AB1694'THE STATION.  (THE PROMINENT KNOLL THE STATION IS ON IS
 AB1694'VISIBLE FROM THIS POINT.) TURN RIGHT, SOUTH, ACROSS OPEN
 AB1694'PASTURE FOR 1.5 MILES TO THE HIGHEST POINT OF THE KNOLL
 AB1694'AND THE STATION.
 AB1694'
 AB1694'STATION MARK, A STANDARD DISK STAMPED VINSON 1913 1931, IS
 AB1694'SET IN A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT
 AB1694'IS ON THE NORTHEAST SIDE OF THE KNOLL, 12 FEET SOUTH OF A
 AB1694'MESQUITE TREE, 6 FEET NORTH OF A SMALL CLUMP OF MESQUITE
 AB1694'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 AB1694'DISK WAS NOT INSPECTED BY THIS PARTY.
 AB1694'
 AB1694'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED VINSON NO 1
 AB1694'1913 1931, IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 AB1694'WITH THE SURFACE OF THE GROUND.  IT IS APPROXIMATELY THE
 AB1694'SAME ELEVATION AS THE STATION.
 AB1694'
 AB1694'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED VINSON NO 2
 AB1694'1913 1931, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AB1694'3 INCHES.  IT IS APPROXIMATELY 3 FEET LOWER IN ELEVATION
 AB1694'THAN THE STATION.
 AB1694'
 AB1694'AZIMUTH MARK, A STANDARD DISK STAMPED VINSON 1913 1931, IS
 AB1694'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 FOOT.  IT
 AB1694'IS APPROXIMATELY 300 FEET EAST OF A POND AND 2 FEET SOUTH
 AB1694'OF A METAL WITNESS POST.
 AB1694'
 AB1694'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 AB1694'ACROSS THE OPEN PASTURE FOR 0.6 MILE TO THE AZIMUTH MARK.
 AB1694'
 AB1694'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AB1694'
 AB1694'REFERENCE MARK NO. 1 TO REFERENCE MARK NO 2 IS 141.27 FEET,
 AB1694'43.057 METERS.
 AB1694'
 AB1694'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AB1694
 AB1694                          STATION RECOVERY (2004)
 AB1694
 AB1694'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1367 ***********************************************************************
 AH1367  DESIGNATION -  VIOLA 1933
 AH1367  PID         -  AH1367
 AH1367  STATE/COUNTY-  TX/NUECES
 AH1367  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1367
 AH1367                         *CURRENT SURVEY CONTROL
 AH1367  ___________________________________________________________________
 AH1367* NAD 83(1993)-  27 50 00.78564(N)    097 29 28.11919(W)     ADJUSTED  
 AH1367* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 AH1367  ___________________________________________________________________
 AH1367  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AH1367  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH1367
 AH1367  HORZ ORDER  -  THIRD
 AH1367
 AH1367.The horizontal coordinates were established by classical geodetic methods
 AH1367.and adjusted by the National Geodetic Survey in February 1996..
 AH1367
 AH1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1367
 AH1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1367
 AH1367.The geoid height was determined by GEOID03.
 AH1367
 AH1367;                    North         East     Units Scale Factor Converg.
 AH1367;SPC TX S     - 5,240,478.629   399,383.947   MT  1.00000006   +0 27 28.9
 AH1367;SPC TX S     -17,193,136.97  1,310,312.17   sFT  1.00000006   +0 27 28.9
 AH1367;UTM  14      - 3,079,677.904   648,591.597   MT  0.99987253   +0 42 16.6
 AH1367
 AH1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1367!SPC TX S     -   1.00000375  x   1.00000006  =   1.00000381
 AH1367!UTM  14      -   1.00000375  x   0.99987253  =   0.99987628
 AH1367
 AH1367|---------------------------------------------------------------------|
 AH1367| PID    Reference Object                     Distance      Geod. Az  |
 AH1367|                                                           dddmmss.s |
 AH1367| CS4337 VIOLA RM 1                           20.363 METERS 11522     |
 AH1367| AH1668 TULE LAKE CHAN RNG F REAR LT        APPROX. 2.7 KM 1395451.6 |
 AH1367| AH1665 TULE LAKE CHAN RNG B FRONT LT       APPROX. 1.7 KM 1502420.1 |
 AH1367| CS4336 VIOLA RM 2                           54.102 METERS 16923     |
 AH1367| AH1669 VIOLA AZ MK                         APPROX. 0.7 KM 3011313.3 |
 AH1367|---------------------------------------------------------------------|
 AH1367
 AH1367                          SUPERSEDED SURVEY CONTROL
 AH1367
 AH1367  NAD 83(1986)-  27 50 00.79199(N)    097 29 28.09715(W) AD(       ) 3
 AH1367  NAD 27      -  27 49 59.70200(N)    097 29 27.12100(W) AD(       ) 3
 AH1367  NGVD 29 (06/28/90)    2.9    (m)           10.     (f) VERT ANG       
 AH1367
 AH1367.Superseded values are not recommended for survey control.
 AH1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1367.See file dsdata.txt to determine how the superseded data were derived.
 AH1367
 AH1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4859279678(NAD 83)
 AH1367_MARKER: DD = SURVEY DISK
 AH1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1367_SP_SET: CONCRETE POST
 AH1367_STAMPING: VIOLA 1933 1985
 AH1367_MARK LOGO: CGS   
 AH1367_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1367+STABILITY: SURFACE MOTION
 AH1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1367+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1367
 AH1367  HISTORY     - Date     Condition        Report By
 AH1367  HISTORY     - 1933     MONUMENTED       CGS
 AH1367  HISTORY     - 1933     GOOD             CGS
 AH1367  HISTORY     - 1949     GOOD             CGS
 AH1367  HISTORY     - 1964     GOOD             CGS
 AH1367  HISTORY     - 1985     GOOD             NGS
 AH1367  HISTORY     - 19890215 GOOD             NOS
 AH1367
 AH1367                          STATION DESCRIPTION
 AH1367
 AH1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1367'STATION IS LOCATED ABOUT 6 MILES NW FROM THE PLAZA HOTEL
 AH1367'IN CORPUS CHRISTI, ABOUT 1.6 MILES ESE OF A RAILROAD STATION
 AH1367'KNOWN AS VIOLA, ON THE W SHORE OF NUECES BAY.  IT IS IN
 AH1367'THE MARSH, 61 METERS NW OF THE W SHORE OF NUECES BAY, AND
 AH1367'150 METERS ENE FROM A SLOUGH WHICH IS 4 METERS WIDE.
 AH1367'
 AH1367'STATION IS MARKED BY A BRONZE DISK SET IN CONCRETE IN THE
 AH1367'CENTER OF A 6-INCH CAST-IRON PIPE WHICH IS EMBEDDED IN THE
 AH1367'GROUND.
 AH1367'
 AH1367'NO UNDERGROUND OR REFERENCE MARK WAS SET.
 AH1367'
 AH1367'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1367'PLAZA HOTEL IN CORPUS CHRISTI, 112 DEG.  CENTER OF RAILROAD
 AH1367'BRIDGE (0.6 MILE DISTANT), 176 DEG.  STILL AT OIL TANKS
 AH1367'ON BLUFF AT VIOLA, 277 DEG.
 AH1367'
 AH1367'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AH1367
 AH1367                          STATION RECOVERY (1933)
 AH1367
 AH1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AH1367'RECOVERED IN GOOD CONDITION.
 AH1367
 AH1367                          STATION RECOVERY (1949)
 AH1367
 AH1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1367'RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE
 AH1367'EXCEPT FOR THE FOLLOWING--
 AH1367'
 AH1367'1.  CHANGE 61 METERS NW AT THE W SHORE OF NUECES BAY TO
 AH1367'59 METERS NW OF THE W SHORELINE OF NUECES BAY.
 AH1367
 AH1367                          STATION RECOVERY (1964)
 AH1367
 AH1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1367'THIS STATION WAS RECOVERED.  ALTHOUGH THE STATION MARK WAS
 AH1367'NOT SEEN, IT WAS VERIFIED BY THE U.S. ENGINEER OFFICE IN
 AH1367'CORPUS CHRISTI THAT THE PROPANE GAS BOTTLE RECOVERED WAS
 AH1367'CENTERED OVER THE STATION MARK DURING THE FILLING OF THE
 AH1367'AREA WITH DREDGE SPOIL FROM THE EXTENTION OF TULO LAKE CHANNEL.
 AH1367'THIS PARTY ATTEMPTED TO DIG TO THE STATION BUT THE ATTEMPT
 AH1367'WAS ABANDONED WHEN THE HOLE FILLED WITH WATER AFTER DIGGING
 AH1367'SEVERAL FEET.
 AH1367'
 AH1367'THE USE OFFICE HAS VERIFIED THE POSITION OF THE MARK BY
 AH1367'TURNING COMPUTED ANGLES BETWEEN KNOWN AZIMUTH LINES AND
 AH1367'HAVE FOUND THAT THE SURFACE MARK IS CENTERED OVER VIOLA.
 AH1367'
 AH1367'THE STATION IS LOCATED ON THE WEST SHORE OF NUECES BAY, ON
 AH1367'THE FILL AREA BETWEEN TULO LAKE CHANNEL AND THE BAY, ABOUT
 AH1367'6 MILES WEST OF CORPUS CHRISTI, ABOUT 50 METERS WEST OF
 AH1367'THE POINT WHERE AN OVERHEAD POWER LINE CROSSES THE ROAD, ON
 AH1367'THE SOUTH SIDE OF THE ROAD, 46.3 METERS WEST NORTHWEST OF
 AH1367'A 3 POLE POWER LINE SUPPORT, AND 126.7 METERS EAST NORTHEAST
 AH1367'OF A 2 POLE SUPPORT.
 AH1367
 AH1367                          STATION RECOVERY (1985)
 AH1367
 AH1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1367'THE STATION WAS RECOVERED AT THIS DATE.
 AH1367'THE GAS BOTTLE MENTIONED IN THE 1965 DESCRIPTION WAS LEFT IN PLACE
 AH1367'AND A SURFACE MARK WAS SET AND PLUMBED OVER THE GAS BOTTLE CENTER.
 AH1367'REFERNCE MARK 1 WAS ESTABLISHED AND A SPIKE WAS USED AS REFERENCE
 AH1367'POINT 2. A NEW DESCRIPTION FOLLOWS.
 AH1367'
 AH1367'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI)
 AH1367'WEST-NORTHWEST OF DOWNTOWN CORPUS CHRISTI, 3.2 KM (2.0 MI) WEST
 AH1367'OF THE LIFT BRIDGE OVER THE SHIP CHANNEL AND 0.5 KM (0.3 MI)
 AH1367'NORTHEAST OF THE NORTH SHORE OF THE SHIP CHANNEL.
 AH1367'OWNERSHIP--CORPUS CHRISTI PORT AUTHORITY, PERMISSION BY MR DAVID
 AH1367'HAJEK, POST OFFICE BOX 1541, CORPUS CHRISTI TX 78403, PHONE
 AH1367'512-883-1162.
 AH1367'
 AH1367'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 37 AND
 AH1367'NAVIGATION BOULEVARD, GO NORTH ON NAVIGATION BOULEVARD FOR 1.9 KM
 AH1367'(1.2 MI) TO A PAVED ROAD LEFT JUST PAST A RAIL CROSSING AND THE
 AH1367'SHIP CHANNEL. TURN LEFT, SOUTHWEST, FOR 0.3 KM (0.2 MI) TO THE PORT
 AH1367'AUTHORITY MAINTAINANCE BUILDING ON THE RIGHT. CONTINUE AHEAD FOR
 AH1367'0.6 KM (0.35 MI) TO A FORK WHERE THE PAVED ROAD TURNS RIGHT.
 AH1367'CONTINUE WESTERLY ON A GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO A DIRT
 AH1367'ROAD RIGHT. CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO A T-ROAD AT END
 AH1367'OF TRACKS ON LEFT. TURN LEFT, SOUTH, THEN WEST, FOLLOWING THE LEVEE
 AH1367'FOR 0.6 KM (0.35 MI) TO A ROAD RIGHT LEADING TO A PUMPING STATION.
 AH1367'CONTINUE WEST, THEN NORTH ON DIRT ROAD FOR 0.5 KM (0.3 MI) TO A
 AH1367'FORK. BEAR LEFT, WEST, ALONG NORTH SIDE OF MARSH FOR 0.8 KM (0.5 MI)
 AH1367'TO A FORK AT THE SECOND ONE OF TWO PUMPING STATIONS. BEAR RIGHT,
 AH1367'UPGRADE, CROSSING DIAGONALLY THRU THE PUMP STATION FOR 0.2 KM (0.1
 AH1367'MI) TO END OF ROAD AT LEVEE (JUST AFTER CROSSING A METAL BRIDGE).
 AH1367'TURN LEFT, WEST, DROPPING DOWN IN LOW AREA AND FOLLOW ALONG POWER
 AH1367'LINE. THEN UP ON LEVEE FOR 0.2 KM (0.15 MI) TO A LEVEE FORK. BEAR
 AH1367'RIGHT, WEST, ALONG LEVEE FOR ABOUT 70 METERS (230 FT) TO STATION ON
 AH1367'THE LEFT.
 AH1367'
 AH1367'THE STATION IS A STANDARD NGS DISK
 AH1367'STAMPED---VIOLA 1933 1985---,
 AH1367'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 AH1367'PROJECTING 10 CM ABOVE GROUND. LOCATED
 AH1367'53.94 METERS (177.0 FT) NORTHWEST FROM THE NORTH ONE OF THREE POWER
 AH1367'LINE POLES AND
 AH1367'0.94 METERS (3.1 FT) WEST FROM A WITNESS POST.
 AH1367'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1367'STAMPED---VIOLA 1933---,
 AH1367'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1367'
 AH1367'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1367'STAMPED---VIOLA 1933 NO 1 1985---,
 AH1367'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AH1367'PROJECTING 15 CM ABOVE GROUND. LOCATED
 AH1367'35.96 METERS (118 FT) NORTH-NORTHWEST FROM THE NORTH ONE OF THREE
 AH1367'POWERLINE POLES AND
 AH1367'0.51 METER (1.7 FT) SOUTH FROM A WITNESS POST.
 AH1367'MARK IS 1.0 METER ABOVE THE STATION.
 AH1367'
 AH1367'REFERENCE POINT NO. 2 IS A RAILROAD SPIKE
 AH1367'THAT IS ---UNSTAMPED---,
 AH1367'SET INTO THE SOUTH ONE OF THREE POWERLINE POLES. LOCATED
 AH1367'35.9 METERS (118 FT) SOUTHEAST FROM A WITNESS POST.
 AH1367'MARK IS 1.1 METERS ABOVE THE STATION.
 AH1367'
 AH1367'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 AH1367'STAMPED---VIOLA 1933 1985---,
 AH1367'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 AH1367'FLUSH WITH GROUND. LOCATED
 AH1367'4.41 METERS (14.5 FT) EAST FROM THE SOUTHWEST CORNER OF WOODEN
 AH1367'HEADWALL,
 AH1367'2.25 METERS (7.4 FT) WEST FROM THE SOUTHEAST CORNER OF THE WOODEN
 AH1367'HEADWALL,
 AH1367'1.55 METERS (5.1 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A FOOT
 AH1367'BRIDGE AND
 AH1367'1.0 METER (3.3 FT) SOUTH FROM A WITNESS POST.
 AH1367'TO REACH THE AZIMUTH FROM THE STATION,
 AH1367'GO EAST FOR 70 METERS (230 FT) ON LEVEE, TURN RIGHT, SOUTHERLY FOR
 AH1367'0.5 KM (0.3 MI) TO WHERE ROAD DEAD ENDS. TURN RIGHT, WESTERLY
 AH1367'ALONG LEVEE FOR 0.7 KM (0.45 MI) TO A SIDE ROAD RIGHT. TURN RIGHT,
 AH1367'NORTHERLY FOR 0.2 KM (0.15 MI) TO A WOODEN FOOT BRIDGE AND MARK.
 AH1367'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1367'STAMPED---VIOLA 1933 1985---,
 AH1367'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1367'
 AH1367'HEIGHT OF LIGHT SHOWN WAS 2.7 METERS ABOVE THE MARK.
 AH1367'
 AH1367'AN EDM TIE WAS MADE TO VIOLA 1933 AZ MK.
 AH1367'
 AH1367'DESCRIBED BY D. L. MCFARLAND.
 AH1367
 AH1367                          STATION RECOVERY (1989)
 AH1367
 AH1367'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1367'THE STATION IS LOCATED ABOUT 10.4 KM (6.45 MI) WNW OF DOWNTOWN CORPUS,
 AH1367'3.2 KM (2.00 MI) W OF THE LIFT BRIDGE OVER THE SHIP CHANNEL AND 0.5 KM
 AH1367'(0.30 MI) NE OF THE NORTH SHORE OF THE SHIP CHANNEL.
 AH1367'OWNERSHIP--CORPUS CHRISTI PORT AUTHORITY, PERMISSION BY MR. DAVID
 AH1367'HAJEK, POST OFFICE BOX 1541, CORPUS CHRISTI, TX  78403.
 AH1367'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HWY 37 AND
 AH1367'NAVIGATION BOULEVARD, GO N ON NAVIGATION BOULEVARD FOR 1.9 KM
 AH1367'(1.20 MI) TO A PAVED ROAD LEFT JUST PAST A RAIL CROSSING AND THE SHIP
 AH1367'CHANNEL.  TURN LEFT, SW, FOR 0.3 KM (0.20 MI) TO THE PORT AUTHORITY
 AH1367'MAINTAINANCE BUILDING ON THE RIGHT.  CONTINUE AHEAD FOR 0.6 KM
 AH1367'(0.35 MI) TO A FORK WHERE THE PAVED ROAD TURNS RIGHT.  CONTINUE
 AH1367'WESTERLY ON A GRAVEL ROAD FOR 0.3 KM (0.20 MI) TO A DIRT ROAD RIGHT.
 AH1367'CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO A T-ROAD AT END OF TRACKS ON
 AH1367'LEFT.  TURN LEFT, SOUTH, THEN WEST, FOLLOWING THE LEVEE FOR 0.6 KM
 AH1367'(0.35 MI) TO A ROAD RIGHT LEADING TO A PUMPING STATION.  CONTINUE
 AH1367'WEST, THEN NORTH ON DIRT ROAD FOR 0.5 KM (0.30 MI) TO A FORK.  BEAR
 AH1367'LEFT, WEST, ALONG NORTH SIDE OF MARSH FOR 0.8 KM (0.50 MI) TO A FORK
 AH1367'AT THE SECOND ONE OF TWO PUMPING STATIONS.  BEAR RIGHT, UPGRADE,
 AH1367'CROSSING DIAGONALLY THRU THE PUMP STATION FOR 0.2 KM (0.10 MI) TO END
 AH1367'OF ROAD AT LEVEE (JUST AFTER CROSSING A METAL BRIDGE).  TURN LEFT,
 AH1367'WEST, DROPPING DOWN IN LOW AREA AND FOLLOW ALONG POWER LINE.  THEN UP
 AH1367'ON LEVEE FOR 0.2 KM (0.10 MI) TO A LEVEE FORK.  BEAR RIGHT, WEST,
 AH1367'ALONG LEVEE FOR ABOUT 70 M (229.7 FT) TO STATION ON THE LEFT.
 AH1367'THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 AH1367'DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED 53.94 M (177.0 FT) NW
 AH1367'FROM THE N ONE OF THREE POWER LINE POLES AND 0.94 M (3.1 FT) W FROM A
 AH1367'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1367'STAMPED---VIOLA 1933---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 M
 AH1367'(3.6 FT) BELOW THE SURFACE.
 AH1367'AN EDMI TIE WAS MADE TO VIOLA 1933 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1669 ***********************************************************************
 AH1669  DESIGNATION -  VIOLA AZ MK
 AH1669  PID         -  AH1669
 AH1669  STATE/COUNTY-  TX/NUECES
 AH1669  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1669
 AH1669                         *CURRENT SURVEY CONTROL
 AH1669  ___________________________________________________________________
 AH1669* NAD 83(1993)-  27 50 13.12330(N)    097 29 51.01886(W)     ADJUSTED  
 AH1669* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 AH1669  ___________________________________________________________________
 AH1669  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AH1669  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AH1669
 AH1669  HORZ ORDER  -  SECOND
 AH1669
 AH1669.The horizontal coordinates were established by classical geodetic methods
 AH1669.and adjusted by the National Geodetic Survey in February 1996..
 AH1669
 AH1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1669
 AH1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1669
 AH1669.The geoid height was determined by GEOID03.
 AH1669
 AH1669;                    North         East     Units Scale Factor Converg.
 AH1669;SPC TX S     - 5,240,853.407   398,754.309   MT  1.00000092   +0 27 18.5
 AH1669;SPC TX S     -17,194,366.55  1,308,246.43   sFT  1.00000092   +0 27 18.5
 AH1669;UTM  14      - 3,080,049.920   647,960.434   MT  0.99987022   +0 42 06.2
 AH1669
 AH1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1669!SPC TX S     -   1.00000344  x   1.00000092  =   1.00000436
 AH1669!UTM  14      -   1.00000344  x   0.99987022  =   0.99987366
 AH1669
 AH1669                          SUPERSEDED SURVEY CONTROL
 AH1669
 AH1669  NAD 83(1986)-  27 50 13.13013(N)    097 29 50.99641(W) AD(       ) 2
 AH1669  NGVD 29 (06/28/90)    4.9    (m)           16.     (f) VERT ANG       
 AH1669
 AH1669.Superseded values are not recommended for survey control.
 AH1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1669.See file dsdata.txt to determine how the superseded data were derived.
 AH1669
 AH1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4796080050(NAD 83)
 AH1669_MARKER: DZ = AZIMUTH MARK DISK
 AH1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1669_SP_SET: CONCRETE POST
 AH1669_STAMPING: VIOLA 1933 1985
 AH1669_MARK LOGO: NGS   
 AH1669_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1669+STABILITY: SURFACE MOTION
 AH1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1669+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1669
 AH1669  HISTORY     - Date     Condition        Report By
 AH1669  HISTORY     - 1985     MONUMENTED       NGS
 AH1669  HISTORY     - 1985     GOOD             NGS
 AH1669  HISTORY     - 19890215 GOOD             NOS
 AH1669
 AH1669                          STATION DESCRIPTION
 AH1669
 AH1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1669'THE STATION IS LOCATED ABOUT 10.4 KM (6.5 MI)
 AH1669'WEST-NORTHWEST OF DOWNTOWN CORPUS CHRISTI, 3.2 KM (2.0 MI) WEST OF
 AH1669'THE LIFT BRIDGE OVER THE SHIP CHANNEL AND 0.5 KM (0.3 MI) NORTHEAST
 AH1669'OF THE NORTH SHORE OF THE SHIP CHANNEL.
 AH1669'OWNERSHIP--CORPUS CHRISTI PORT AUTHHORITY, PERMISSION BY MR DAVID
 AH1669'HAJEK, POST OFFICE BOX 1541, CORPUS CHRISTI TX 78403, PHONE
 AH1669'512-883-1162.
 AH1669'
 AH1669'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 37 AND
 AH1669'NAVIGATION BOULEVARD, GO NORTH ON NAVIGATION BOULEVARD FOR 1.9 KM
 AH1669'(1.2 MI) TO A PAVED ROAD LEFT JUST PAST A RAIL CROSSING AND THE
 AH1669'SHIP CHANNEL. TURN LEFT, SOUTHWEST, FOR 0.3 KM (0.2 MI) TO THE PORT
 AH1669'AUTHORITY MAINTAINANCE BUILDING ON THE RIGHT. CONTINUE AHEAD FOR
 AH1669'0.6 KM (0.35 MI) TO A FORK WHERE THE PAVED ROAD TURNS RIGHT.
 AH1669'CONTINUE WESTERLY ON A GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO A DIRT
 AH1669'ROAD RIGHT. CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO A T-ROAD AT END
 AH1669'OF TRACKS ON LEFT. TURN LEFT, SOUTH, THEN WEST, FOLLOWING THE LEVEE
 AH1669'FOR 0.6 KM (0.35 MI) TO A ROAD RIGHT LEADING TO A PUMPING STATION.
 AH1669'CONTINUE WEST, THEN NORTH ON DIRT ROAD FOR 0.5 KM (0.3 MI) TO A
 AH1669'FORK. BEAR LEFT, WEST, ALONG NORTH SIDE OF MARSH FOR 0.8 KM (0.5
 AH1669'MI) TO A FORK AT THE SECOND ONE OF TWO PUMPING STATIONS. BEAR
 AH1669'RIGHT, UPGRADE, CROSSING DIAGONALLY THRU THE PUMP STATION FOR 0.2
 AH1669'KM (0.1 MI) TO END OF ROAD AT LEVEE (JUST AFTER CROSSING A METAL
 AH1669'BRIDGE). TURN LEFT, WEST, DROPPING DOWN IN LOW AREA AND FOLLOW
 AH1669'ALONG POWER LINE. THEN UP ON LEVEE FOR 0.2 KM (0.15 MI) TO A LEVEE
 AH1669'FORK. (STATION VIOLA 1933 IS WEST ALONG LEVEE ABOUT 70 METERS (230
 AH1669'FT). CONTINUE SOUTHERLY FOR 0.5 KM (0.3 MI) TO WHERE ROAD DEAD
 AH1669'ENDS. TURN RIGHT, WESTERLY ALONG LEVEE FOR 0.7 KM (0.45 MI) TO A
 AH1669'SIDE ROAD RIGHT. TURN RIGHT, NORTHERLY FOR 0.2 KM (0.15 MI) TO A
 AH1669'WOODEN FOOT BRIDGE AND THE STATION.
 AH1669'
 AH1669'THE STATION IS A STANDARD NGS DISK
 AH1669'STAMPED---VIOLA 1933 1985---,
 AH1669'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1669'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH1669'4.41 METERS (14.5 FT) EAST FROM THE SOUTHWEST CORNER OF WOODEN
 AH1669'HEADWALL,
 AH1669'2.25 METERS (7.4 FT) WEST FROM THE SOUTHEAST CORNER OF THE WOODEN
 AH1669'HEADWALL,
 AH1669'1.55 METERS (5.1 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A FOOT
 AH1669'BRIDGE AND
 AH1669'1.0 METERS (3.3 FT) SOUTH FROM A WITNESS POST.
 AH1669'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1669'STAMPED---VIOLA 1933 1985---,
 AH1669'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1669'
 AH1669'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 AH1669'
 AH1669'AN EDM TIE WAS MADE TO STATION VIOLA 1933.
 AH1669'
 AH1669'DESCRIBED BY D. L. MCFARLAND.
 AH1669
 AH1669                          STATION RECOVERY (1985)
 AH1669
 AH1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1669'RECOVERED IN GOOD CONDITION.
 AH1669
 AH1669                          STATION RECOVERY (1989)
 AH1669
 AH1669'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1669'THE STATION IS LOCATED ABOUT 10.4 KM (6.45 MI) WNW OF DOWNTOWN CORPUS,
 AH1669'3.2 KM (2.00 MI) W OF THE LIFT BRIDGE OVER THE SHIP CHANNEL AND 0.5 KM
 AH1669'(0.30 MI) NE OF THE NORTH SHORE OF THE SHIP CHANNEL.
 AH1669'OWNERSHIP--CORPUS CHRISTI PORT AUTHORITY, PERMISSION BY MR. DAVID
 AH1669'HAJEK, POST OFFICE BOX 1541, CORPUS CHRISTI, TX  78403.
 AH1669'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HWY 37 AND
 AH1669'NAVIGATION BOULEVARD, GO N ON NAVIGATION BOULEVARD FOR 1.9 KM
 AH1669'(1.20 MI) TO A PAVED ROAD LEFT JUST PAST A RAIL CROSSING AND THE SHIP
 AH1669'CHANNEL.  TURN LEFT, SW, FOR 0.3 KM (0.20 MI) TO THE PORT AUTHORITY
 AH1669'MAINTENANCE BUILDING ON THE RIGHT.  CONTINUE AHEAD FOR 0.6 KM
 AH1669'(0.35 MI) TO A FORK WHERE THE PAVED ROAD TURNS RIGHT.  CONTINUE
 AH1669'WESTERLY ON A GRAVEL ROAD FOR 0.3 KM (0.20 MI) TO A DIRT ROAD RIGHT.
 AH1669'CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO A T-ROAD AT END OF TRACKS ON
 AH1669'LEFT.  TURN LEFT, SOUTH, THEN WEST, FOLLOWING THE LEVEE FOR 0.6 KM
 AH1669'(0.35 MI) TO A ROAD RIGHT LEADING TO A PUMPING STATION.  CONTINUE
 AH1669'WEST, THEN NORTH ON DIRT ROAD FOR 0.5 KM (0.30 MI) TO A FORK.  BEAR
 AH1669'LEFT, WEST, ALONG NORTH SIDE OF MARSH FOR 0.8 KM (0.50 MI) TO A FORK
 AH1669'AT THE SECOND ONE OF TWO PUMPING STATIONS.  BEAR RIGHT, UPGRADE,
 AH1669'CROSSING DIAGONALLY THRU THE PUMP STATION FOR 0.2 KM (0.10 MI) TO END
 AH1669'OF ROAD AT LEVEE (JUST AFTER CROSSING A METAL BRIDGE).  TURN LEFT,
 AH1669'WEST, DROPPING DOWN IN LOW AREA AND FOLLOW ALONG POWER LINE.  THEN UP
 AH1669'ON LEVEE FOR 0.2 KM (0.10 MI) TO A LEVEE FORK.
 AH1669'(STATION VIOLA 1933 IS W ALONG LEVEE ABOUT 70 M (229.7 FT).  CONTINUE
 AH1669'SOUTHERLY FOR 0.5 KM (0.30 MI) TO WHERE ROAD DEAD ENDS.  TURN RIGHT,
 AH1669'WESTERLY ALONG LEVEE FOR 0.7 KM (0.45 MI) TO A SIDE ROAD RIGHT.  TURN
 AH1669'RIGHT, NORTHERLY FOR 0.2 KM (0.10 MI) TO A WOODEN FOOT BRIDGE AND THE
 AH1669'STATION.
 AH1669'THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 AH1669'DIAMETER FLUSH WITH THE GROUND.  LOCATED 4.41 M (14.5 FT) E FROM THE
 AH1669'SW CORNER OF WOODEN HEADWALL, 2.25 M (7.4 FT) W FROM THE SE CORNER OF
 AH1669'THE WOODEN HEADWALL, 1.55 M (5.1 FT) SE FROM THE SW CORNER OF A FOOT
 AH1669'BRIDGE AND 1.0 M (3.3 FT) S FROM A WITNESS POST.  THE UNDERGROUND MARK
 AH1669'IS A STANDARD NGS DISK STAMPED---VIOLA 1933 1985---, SET INTO AN
 AH1669'IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT) BELOW THE SURFACE.
 AH1669'AN EDMI TIE WAS MADE TO VIOLA 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2682 ***********************************************************************
 BY2682  DESIGNATION -  VIOLET
 BY2682  PID         -  BY2682
 BY2682  STATE/COUNTY-  TX/NACOGDOCHES
 BY2682  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY2682
 BY2682                         *CURRENT SURVEY CONTROL
 BY2682  ___________________________________________________________________
 BY2682* NAD 83(1993)-  31 32 10.21236(N)    094 41 36.76278(W)     ADJUSTED  
 BY2682* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 BY2682  ___________________________________________________________________
 BY2682  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BY2682  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY2682
 BY2682  HORZ ORDER  -  SECOND
 BY2682
 BY2682.The horizontal coordinates were established by classical geodetic methods
 BY2682.and adjusted by the National Geodetic Survey in February 1996..
 BY2682
 BY2682.The orthometric height was scaled from a topographic map.
 BY2682
 BY2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2682
 BY2682.The geoid height was determined by GEOID03.
 BY2682
 BY2682;                    North         East     Units Scale Factor Converg.
 BY2682;SPC TX C     - 3,220,820.649 1,235,317.120   MT  0.99992517   +2 54 17.4
 BY2682;SPC TX C     -10,566,975.75  4,052,869.58   sFT  0.99992517   +2 54 17.4
 BY2682;UTM  15      - 3,490,268.532   339,224.890   MT  0.99991882   -0 53 09.5
 BY2682
 BY2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2682!SPC TX C     -   0.99998606  x   0.99992517  =   0.99991124
 BY2682!UTM  15      -   0.99998606  x   0.99991882  =   0.99990489
 BY2682
 BY2682:                Primary Azimuth Mark                     Grid Az
 BY2682:SPC TX C     -  VIOLET AZ MK                             020 30 50.6
 BY2682:UTM  15      -  VIOLET AZ MK                             024 18 17.5
 BY2682
 BY2682|---------------------------------------------------------------------|
 BY2682| PID    Reference Object                     Distance      Geod. Az  |
 BY2682|                                                           dddmmss.s |
 BY2682| CV8559 VIOLET AZ MK                                       0232508.0 |
 BY2682| CV8560 VIOLET RM 1                          22.015 METERS 19243     |
 BY2682| CV8561 VIOLET RM 2                          20.924 METERS 28116     |
 BY2682| BY2685 VIOLET 2                             28.375 METERS 31406     |
 BY2682|---------------------------------------------------------------------|
 BY2682
 BY2682                          SUPERSEDED SURVEY CONTROL
 BY2682
 BY2682  NAD 83(1986)-  31 32 10.22498(N)    094 41 36.74430(W) AD(       ) 2
 BY2682  NAD 27      -  31 32 09.57600(N)    094 41 35.98800(W) AD(       ) 2
 BY2682
 BY2682.Superseded values are not recommended for survey control.
 BY2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2682.See file dsdata.txt to determine how the superseded data were derived.
 BY2682
 BY2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3922590269(NAD 83)
 BY2682_MARKER: DS = TRIANGULATION STATION DISK
 BY2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2682
 BY2682  HISTORY     - Date     Condition        Report By
 BY2682  HISTORY     - 1949     MONUMENTED       CGS
 BY2682  HISTORY     - 1964     GOOD             CGS
 BY2682  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2682
 BY2682                          STATION DESCRIPTION
 BY2682
 BY2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2682'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF NACOGDOCHES
 BY2682'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 59.  IT IS ON THE HIGH BANK,
 BY2682'91 FEET WEST OF THE CENTER OF THE HIGHWAY, 5.5 FEET SOUTHWEST OF
 BY2682'A WITNESS POST AND 0.1 MILE SOUTH OF A T-ROAD LEADING WEST.
 BY2682'IT IS STAMPED VIOLET 1948 AND PROJECTS 6 INCHES.
 BY2682'
 BY2682'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION.
 BY2682'IT IS STAMPED VIOLET NO 1 1948 AND PROJECTS 4 INCHES.
 BY2682'
 BY2682'REFERENCE MARK NO. 2 IS NEAR THE EAST EDGE OF THE WOODS AND
 BY2682'ABOUT 5 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED
 BY2682'VIOLET NO 2 1948 AND PROJECTS 6 INCHES.
 BY2682'
 BY2682'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 53.5 FEET EAST OF THE
 BY2682'CENTER OF U.S. HIGHWAY 59, 4 FEET WEST OF A WITNESS POST
 BY2682'AND IS ACROSS THE ROAD SOUTHWEST OF THE ENTRANCE TO THE PINEY
 BY2682'WOODS COUNTRY CLUB.  IT IS STAMPED VIOLET 1948 AND PROJECTS
 BY2682'2 INCHES.
 BY2682'
 BY2682'TO REACH FROM THE JUNCTION OF THE MAIN HIGHWAYS AT THE TRAFFIC
 BY2682'SIGNAL IN NACOGDOCHES, GO SOUTHWESTERLY ON U.S. HIGHWAY 59
 BY2682'FOR 4.6 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BY2682'FOR 0.45 MILE TO A HIGH BANK AND THE STATION TO THE RIGHT
 BY2682'OF THE HIGHWAY.
 BY2682'
 BY2682'A 113 FOOT SIGNAL AT BAKER IS VISIBLE AT 30 FEET.
 BY2682'
 BY2682'AN 87 FOOT SIGNAL AT DORR IS VISIBLE AT 30 FEET.
 BY2682'
 BY2682'A 74 FOOT SIGNAL AT ANGELINA IS VISIBLE AT 70 FEET.
 BY2682'
 BY2682'AN 87 FOOT SIGNAL AT CENTRAL IS VISIBLE AT 70 FEET.
 BY2682'
 BY2682'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BY2682
 BY2682                          STATION RECOVERY (1964)
 BY2682
 BY2682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 BY2682'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 BY2682'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 BY2682'ORIGINAL DESCRIPTION.
 BY2682'
 BY2682'THE STATION MARK AND REFERENCE MARK NO. 1 WERE DESTROYED
 BY2682'AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT TO CLEAR THE
 BY2682'AREA FOR WIDENING U.S. HIGHWAY 59 TO FOUR LANES.  REFERENCE
 BY2682'MARK NO. 2 WAS USED TO SERVE FOR A REFERENCE MARK AT TRIANGULATION
 BY2682'STATION VIOLET 2 1964.  THE AZIMUTH MARK WAS NOT DISTURBED BY
 BY2682'THIS PARTY, ALTHOUGH THE MARK WAS FOUND TO BE OBSTRUCTED BY A
 BY2682'THICK GROVE OF PINE TREES WHICH WERE ABOUT 75 FEET IN
 BY2682'HEIGHT.  IT IS HOPED THE AZIMUTH MARK MAY BE USED TO SERVE
 BY2682'FOR STATION VIOLET 2 WHEN THE ROAD WORK IS COMPLETED.
 BY2682'
 BY2682'STATION VIOLET 2 WAS SET NORTHWEST OF VIOLET AT THE NEW HIGHWAY
 BY2682'RIGHT-OF-WAY USING THE ORIGINAL DIRECTIONS FROM THE REFERENCE
 BY2682'MARKS.
 BY2682
 BY2682                          STATION RECOVERY (1998)
 BY2682
 BY2682'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2685 ***********************************************************************
 BY2685  DESIGNATION -  VIOLET 2
 BY2685  PID         -  BY2685
 BY2685  STATE/COUNTY-  TX/NACOGDOCHES
 BY2685  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY2685
 BY2685                         *CURRENT SURVEY CONTROL
 BY2685  ___________________________________________________________________
 BY2685* NAD 83(1993)-  31 32 10.85349(N)    094 41 37.53524(W)     ADJUSTED  
 BY2685* NAVD 88     -       112.0    (meters)     367.     (feet)  VERTCON   
 BY2685  ___________________________________________________________________
 BY2685  X           -    -445,253.000 (meters)                     COMP
 BY2685  Y           -  -5,422,949.557 (meters)                     COMP
 BY2685  Z           -   3,316,767.164 (meters)                     COMP
 BY2685  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BY2685  ELLIP HEIGHT-          85.04  (meters)          (02/16/96) GPS OBS
 BY2685  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY2685
 BY2685  HORZ ORDER  -  THIRD
 BY2685  ELLP ORDER  -  FIFTH     CLASS I
 BY2685
 BY2685.The horizontal coordinates were established by classical geodetic methods
 BY2685.and adjusted by the National Geodetic Survey in February 1996..
 BY2685.No horizontal observational check was made to the station.
 BY2685
 BY2685.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2685
 BY2685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BY2685
 BY2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2685
 BY2685.The ellipsoidal height was determined by GPS observations
 BY2685.and is referenced to NAD 83.
 BY2685
 BY2685.The geoid height was determined by GEOID03.
 BY2685
 BY2685;                    North         East     Units Scale Factor Converg.
 BY2685;SPC TX C     - 3,220,839.336 1,235,295.771   MT  0.99992520   +2 54 17.0
 BY2685;SPC TX C     -10,567,037.05  4,052,799.54   sFT  0.99992520   +2 54 17.0
 BY2685;UTM  15      - 3,490,288.590   339,204.823   MT  0.99991890   -0 53 09.9
 BY2685
 BY2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2685!SPC TX C     -   0.99998665  x   0.99992520  =   0.99991185
 BY2685!UTM  15      -   0.99998665  x   0.99991890  =   0.99990555
 BY2685
 BY2685|---------------------------------------------------------------------|
 BY2685| PID    Reference Object                     Distance      Geod. Az  |
 BY2685|                                                           dddmmss.s |
 BY2685| BY2682 VIOLET                               28.375 METERS 13406     |
 BY2685| CV8562 VIOLET 2 RM 3                        14.348 METERS 30916     |
 BY2685|---------------------------------------------------------------------|
 BY2685
 BY2685                          SUPERSEDED SURVEY CONTROL
 BY2685
 BY2685  ELLIP H (01/21/93)   84.87   (m)                       GP(       ) 4 2
 BY2685  NAD 83(1986)-  31 32 10.86611(N)    094 41 37.51676(W) AD(       ) 3
 BY2685  NAD 27      -  31 32 10.24394(N)    094 41 36.78457(W) AD(       ) 3
 BY2685  NGVD 29 (12/08/88)  112.0    (m)          367.     (f) GPS OBS        
 BY2685
 BY2685.Superseded values are not recommended for survey control.
 BY2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2685.See file dsdata.txt to determine how the superseded data were derived.
 BY2685
 BY2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3920590289(NAD 83)
 BY2685_MARKER: DH = HORIZONTAL CONTROL DISK
 BY2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2685_SP_SET: CONCRETE POST
 BY2685_STAMPING: VIOLET 2 1964
 BY2685_MARK LOGO: CGS   
 BY2685_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2685+STABILITY: SURFACE MOTION
 BY2685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2685+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1988
 BY2685
 BY2685  HISTORY     - Date     Condition        Report By
 BY2685  HISTORY     - 1964     MONUMENTED       CGS
 BY2685  HISTORY     - 1964     GOOD             CGS
 BY2685  HISTORY     - 19881120 GOOD             NGS
 BY2685  HISTORY     - 19980919 GOOD             USPSQD
 BY2685
 BY2685                          STATION DESCRIPTION
 BY2685
 BY2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (SEU)
 BY2685'THE STATION IS ABOUT 5 MILES SOUTHWEST OF NACOGDOCHES ALONG THE
 BY2685'WEST RIGHT-OF-WAY OF U.S. HIGHWAY 59, ABOUT 0.1 MILE SOUTH OF A
 BY2685'SIDE ROAD LEADING WEST,
 BY2685'
 BY2685'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 BY2685'AND STATE HIGHWAYS 7 AND 21 IN NACOGDOCHES, GO SOUTHWEST ON
 BY2685'U.S. HIGHWAY 59 FOR 4.65 MILES TO THE ENTRANCE OF THE PINEY
 BY2685'WOODS CLUB.  CONTINUE 0.1 MILE ON U.S. HIGHWAY 59 TO THE AZIMUTH
 BY2685'MARK ON THE LEFT.  CONTINUE ON U.S. HIGHWAY 59 FOR 0.5 MILE TO
 BY2685'STATION ON THE RIGHT.
 BY2685'
 BY2685'STATION MARKS ARE STANDARD DISKS STAMPED VIOLET 2 1964.  THE
 BY2685'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 BY2685'PROJECTS ABOUT 7 INCHES.  IT IS 130 FEET WEST OF THE CENTER
 BY2685'OF HIGHWAY, 1 FOOT WOUTHWEST OF A METAL WITNESS POST AND AT
 BY2685'TEXAS HIGHWAY BASE LINE STATION 761 + 28.
 BY2685'
 BY2685'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BY2685'ABOUT 48 INCHES BELOW THE SURFACE OF THE GROUND.
 BY2685'
 BY2685'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED VIOLET NO 2
 BY2685'1948, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4
 BY2685'INCHES.  IT IS 10 FEET EAST OF THE WEST HIGHWAY RIGHT-OF-WAY,
 BY2685'1 FOOT NORTHWEST OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY
 BY2685'DEPARTMENT BASE LINE STATION 760 + 78.
 BY2685'
 BY2685'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED VIOLET 2 NO 3
 BY2685'1964, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 BY2685'10 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION, 43
 BY2685'FEET WEST OF THE HIGHWAY RIGHT-OF-WAY, AND AT TEXAS HIGHWAY
 BY2685'DEPARTMENT BASE LINE STATION 761 + 46.
 BY2685'
 BY2685'AZIMUTH MARK, A STANDARD DISK STAMPED VIOLET 1948, IS SET
 BY2685'IN A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 BY2685'IT IS 53.5 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND TRAFFIC
 BY2685'LANE OF U.S. HIGHWAY 59.
 BY2685'
 BY2685'NOTE--NO DIRECTION WAS OBSERVED FROM THE STATION TO THE AZIMUTH
 BY2685'MARK AS THE LINE OF SIGHT WAS OBSTRUCTED BY TREES.
 BY2685'
 BY2685'REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 BY2685
 BY2685                          STATION RECOVERY (1964)
 BY2685
 BY2685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BY2685'RECOVERED IN GOOD CONDITION.
 BY2685
 BY2685                          STATION RECOVERY (1988)
 BY2685
 BY2685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BY2685'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHWEST OF NACOGDOCHES
 BY2685'ALONG THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 59, AND NEAR A GAS WELL
 BY2685'WITH A CHAINLINK FENCE AROUND IT. OWNERSHIP--TEXAS DEPARTMENT
 BY2685'OFHIGHWAYS AUSTIN, TX.
 BY2685'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 BY2685'BUSINESS ROUTE 59 ON THE SOUTHWEST SIDE OF NACOGDOCHES.  GO SOUTH ON
 BY2685'U.S. HIGHWAY 59 FOR 4.2 KM (2.60 MI) TO THE ENTRANCE TO THE PINEY
 BY2685'WOOD COUNTRY CLUB ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 59 FOR
 BY2685'1.0KM (0.60 MI) TO THE STATION ON THE RIGHT.
 BY2685'THE STATION MARK IS SET 28.5 M (93.5 FT) WEST OF THE CENTERLINE OF
 BY2685'THE SOUTH BOUND LANES OF THE HIGHWAY, 21.1 M (69.2 FT) NORTH OF THE
 BY2685'NORTHEAST CORNER OF THE FENCE AROUND THE GAS WELL.  12.3 M (40.4 FT)
 BY2685'SOUTH OF A UTLITY POLE, NUMBER 3756-724-3148, 0.3 M (1.0 FT) WEST OFA
 BY2685'WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST.
 BY2685'DESCRIBED BY B.L.L.
 BY2685
 BY2685                          STATION RECOVERY (1998)
 BY2685
 BY2685'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1852 ***********************************************************************
 AY1852  DESIGNATION -  VISTA
 AY1852  PID         -  AY1852
 AY1852  STATE/COUNTY-  TX/BEXAR
 AY1852  USGS QUAD   -  SOUTHTON (1992)
 AY1852
 AY1852                         *CURRENT SURVEY CONTROL
 AY1852  ___________________________________________________________________
 AY1852* NAD 83(1993)-  29 18 05.50211(N)    098 28 22.89069(W)     ADJUSTED  
 AY1852* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AY1852  ___________________________________________________________________
 AY1852  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AY1852  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AY1852
 AY1852  HORZ ORDER  -  FIRST
 AY1852
 AY1852.The horizontal coordinates were established by classical geodetic methods
 AY1852.and adjusted by the National Geodetic Survey in February 1996..
 AY1852
 AY1852.The orthometric height was scaled from a topographic map.
 AY1852
 AY1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1852
 AY1852.The geoid height was determined by GEOID03.
 AY1852
 AY1852;                    North         East     Units Scale Factor Converg.
 AY1852;SPC TXSC     - 4,162,830.098   651,190.953   MT  0.99986341   +0 15 29.4
 AY1852;SPC TXSC     -13,657,551.75  2,136,448.98   sFT  0.99986341   +0 15 29.4
 AY1852;UTM  14      - 3,241,508.312   551,178.019   MT  0.99963232   +0 15 28.5
 AY1852
 AY1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1852!SPC TXSC     -   0.99997603  x   0.99986341  =   0.99983944
 AY1852!UTM  14      -   0.99997603  x   0.99963232  =   0.99960836
 AY1852
 AY1852|---------------------------------------------------------------------|
 AY1852| PID    Reference Object                     Distance      Geod. Az  |
 AY1852|                                                           dddmmss.s |
 AY1852| CV5714 VISTA RM 2                           25.436 METERS 00025     |
 AY1852| CV5712 VISTA AZ MK                                        0020347.4 |
 AY1852| AY1848 SAN ANTONIO STATE HOSP STACK        APPROX. 6.8 KM 0082545.7 |
 AY1852| AY1849 SAN ANTONIO STATE TB HOSP STK       APPROX. 6.1 KM 0152547.2 |
 AY1852| CV5713 VISTA RM 1                           36.363 METERS 08924     |
 AY1852| AY1847 SOUTHTON SAN ANTON COT MILL TK      APPROX. 4.2 KM 0910541.8 |
 AY1852| AY1925 SAN ANTONIO LEON CREEK PWR STK      APPROX.11.4 KM 2990508.1 |
 AY1852| AY1874 SAN ANTONIO PIONEER MILLS FLAG      APPROX.12.4 KM 3492000.6 |
 AY1852| AY1853 SAN ANTONIO SAN JOS MISSION TR      APPROX. 6.8 KM 3541642.4 |
 AY1852|---------------------------------------------------------------------|
 AY1852
 AY1852                          SUPERSEDED SURVEY CONTROL
 AY1852
 AY1852  NAD 83(1986)-  29 18 05.50694(N)    098 28 22.87252(W) AD(       ) 1
 AY1852  NAD 27      -  29 18 04.65200(N)    098 28 21.81400(W) AD(       ) 1
 AY1852
 AY1852.Superseded values are not recommended for survey control.
 AY1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1852.See file dsdata.txt to determine how the superseded data were derived.
 AY1852
 AY1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5117841508(NAD 83)
 AY1852_MARKER: DS = TRIANGULATION STATION DISK
 AY1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1852
 AY1852  HISTORY     - Date     Condition        Report By
 AY1852  HISTORY     - 1953     MONUMENTED       CGS
 AY1852  HISTORY     - 1953     GOOD             CGS
 AY1852  HISTORY     - 1965     GOOD             CGS
 AY1852  HISTORY     - 1968     GOOD             CGS
 AY1852  HISTORY     - 1976     GOOD             NGS
 AY1852  HISTORY     - 19950626 GOOD             USPSQD
 AY1852
 AY1852                          STATION DESCRIPTION
 AY1852
 AY1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1852'THE STATION SITE IS LOCATED ABOUT 9 MILES SOUTH OF THE CENTER
 AY1852'OF SAN ANTONIO, 2 MILES NORTH OF BUNA VISTA, 3 MILES WEST
 AY1852'OF SOUTHTON, AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 281.
 AY1852'
 AY1852'REACHED FROM THE JUNCTION OF LOOP 13 AND U.S. HIGHWAY 281,
 AY1852'WHICH IS ABOUT 5 MILES SOUTH OF THE CENTER OF SAN ANTONIO, BY
 AY1852'GOING SOUTH OF HIGHWAY 281 FOR 3.3 MILES TO A FORK AND THE
 AY1852'AZIMUTH MARK ON THE LEFT.  TAKE THE RIGHT ROAD, U.S. HIGHWAY
 AY1852'281, AND GO 0.35 MILE TO THE STATION ON THE RIGHT.
 AY1852'
 AY1852'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1852'STAMPED VISTA 1953 IS 60 FEET WEST OF THE CENTERLINE OF THE
 AY1852'HIGHWAY, 9 FEET SOUTH OF A WITNESS POST, 8.5 FEET SOUTH OF A
 AY1852'FENCE CORNER RUNNING WEST FROM THE FENCE ON THE RIGHT-OF-WAY,
 AY1852'AND 1 FOOT EAST OF THE FENCE ON THE RIGHT-OF-WAY.  THE MARK
 AY1852'PROJECTS 6 INCHES.
 AY1852'
 AY1852'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1852'STAMPED VISTA NO 1 1953 IS 59 FEET EAST OF THE CENTERLINE
 AY1852'OF THE HIGHWAY AND 1 FOOT WEST OF A FENCE ON THE RIGHT-OF-WAY
 AY1852'OF HIGHWAY 281.  THE MARK PROJECTS 10 INCHES.
 AY1852'
 AY1852'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AY1852'MONUMENT, STAMPED VISTA NO 2 1953 IS 59 FEET WEST OF THE
 AY1852'CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF THE FENCE ON
 AY1852'THE RIGHT-OF-WAY.  THE MARK PROJECTS 6 INCHES.
 AY1852'
 AY1852'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1852'STAMPED VISTA 1953 IS 83 FEET EAST OF THE CENTERLINE OF U.S.
 AY1852'HIGHWAY 281, 3 FEET SOUTH OF A POWER POLE, 1.5 FEET WEST OF A
 AY1852'FENCE ON THE RIGHT-OF-WAY, AND 1.5 FEET SOUTHWEST OF A WITNESS
 AY1852'POST.  THE MARK PROJECTS 6 INCHES.
 AY1852'
 AY1852'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 AY1852
 AY1852                          STATION RECOVERY (1953)
 AY1852
 AY1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (AMS)
 AY1852'STATION WAS RECOVERED IN GOOD CONDITION AND IS ON LINE OF
 AY1852'N-S FENCE OF WEST R/W LINE.  IT IS 9 FEET SOUTH OF FENCE
 AY1852'LINE INTERSECTION, AND IT IS 60 FEET WEST OF THE CENTERLINE
 AY1852'OF HIGHWAY.
 AY1852
 AY1852                          STATION RECOVERY (1965)
 AY1852
 AY1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 AY1852'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, IN THE
 AY1852'ORIGINAL DESCRIPTION WITH THE FOLLOWING ADDITIONS, 8 FT S
 AY1852'OF A FENCE CORNER, ABOUT 100 FT SE OF TWO LARGE GAS TANKS.
 AY1852
 AY1852                          STATION RECOVERY (1968)
 AY1852
 AY1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AY1852'THE STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 AY1852'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 AY1852'TO BE DESTROYED.  A NEW REFERENCE MARK WAS SET.
 AY1852'
 AY1852'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 9 MILES
 AY1852'SOUTH OF DOWNTOWN SAN ANTONIO ALONG THE WEST RIGHT-OF-WAY
 AY1852'OF U.S. HIGHWAY 281.
 AY1852'
 AY1852'TO REACH STATION FROM THE JUNCTION OF LOOP 13 AND U.S.
 AY1852'HIGHWAY 281 NEAR THE SOUTH EDGE OF SAN ANTONIO, GO SOUTH
 AY1852'ON U.S. HIGHWAY 281 FOR 2.4 MILES TO THE JUNCTION OF LOOP
 AY1852'410.  CONTINUE ON THE HIGHWAY 281 FOR 1.1 MILES TO AZIMUTH
 AY1852'MARK ON THE LEFT, JUST BEFORE REACHING SOUTH FLORES ROAD (F.M.
 AY1852'HIGHWAY 1937).  CONTINUE ON U.S. HIGHWAY 281 FOR 0.35 MILE TO
 AY1852'STATION ON THE RIGHT.
 AY1852'
 AY1852'STATION MARK, A STANDARD DISK, STAMPED VISTA 1953, IS SET IN
 AY1852'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 AY1852'GROUND.  IT IS 59 FEET WEST OF THE CENTER LINE OF THE SOUTH
 AY1852'BOUND TRAFFIC LANE OF HIGHWAY, 7 FEET SOUTH OF A T-FENCE CORNER,
 AY1852'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF A METAL
 AY1852'WITNESS POST.
 AY1852'
 AY1852'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED VISTA NO 2
 AY1852'1953, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AY1852'4 INCHES ABOVE GROUND.  IT IS 58 FEET WEST OF THE CENTER
 AY1852'LINE OF THE SOUTH BOUND TRAFFIC LANE OF HIGHWAY, 2 FEET EAST
 AY1852'OF THE RIGHT-OF-WAY FENCE LINE AND 1 FOOT SOUTH OF A METAL
 AY1852'WITNESS POST.
 AY1852'
 AY1852'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED VISTA NO 3
 AY1852'1953 1968, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AY1852'2 INCHES ABOVE GROUND.  IT IS 59 FEET WEST OF THE CENTER
 AY1852'LINE OF THE SOUTH BOUND TRAFFIC LANE OF HIGHWAY, 6 INCHES
 AY1852'EAST OF THE RIGHT-OF-WAY FENCE LINE AND 1 FOOT NORTHEAST OF A
 AY1852'METAL WITNESS POST.
 AY1852'
 AY1852'AZIMUTH MARK, A STANDARD DISK, STAMPED VISTA 1953, IS SET
 AY1852'IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 AY1852'OF GROUND.  IT IS ABOUT 100 YARDS NORTH OF THE Y-JUNCTION
 AY1852'OF U.S. HIGHWAY 281 AND F.M. HIGHWAY 1937, 1 FOOT SOUTH OF A
 AY1852'POWER LINE POLE, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE,
 AY1852'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 AY1852'
 AY1852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 AY1852'SOUTH OF DOWNTOWN SAN ANTONIO.
 AY1852
 AY1852                          STATION RECOVERY (1976)
 AY1852
 AY1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 AY1852'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  AZIMUTH MARK
 AY1852'NOT SEARCHED FOR.
 AY1852'
 AY1852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH OF
 AY1852'THE CENTER OF SAN ANTONIO.
 AY1852
 AY1852                          STATION RECOVERY (1995)
 AY1852
 AY1852'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0777 ***********************************************************************
 CV0777  DESIGNATION -  VISTA
 CV0777  PID         -  CV0777
 CV0777  STATE/COUNTY-  TX/ANDREWS
 CV0777  USGS QUAD   -  MC KENZIE LAKE SE (1970)
 CV0777
 CV0777                         *CURRENT SURVEY CONTROL
 CV0777  ___________________________________________________________________
 CV0777* NAD 83(1993)-  32 30 49.94059(N)    102 16 14.09004(W)     ADJUSTED  
 CV0777* NAVD 88     -       955.0    (meters)    3133.     (feet)  VERTCON   
 CV0777  ___________________________________________________________________
 CV0777  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 CV0777  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CV0777
 CV0777  HORZ ORDER  -  FIRST
 CV0777
 CV0777.The horizontal coordinates were established by classical geodetic methods
 CV0777.and adjusted by the National Geodetic Survey in February 1996..
 CV0777
 CV0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0777
 CV0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0777
 CV0777.The geoid height was determined by GEOID03.
 CV0777
 CV0777;                    North         East     Units Scale Factor Converg.
 CV0777;SPC TXNC     - 2,100,304.175   245,813.149   MT  0.99991636   -2 03 23.2
 CV0777;SPC TXNC     - 6,890,747.95    806,471.97   sFT  0.99991636   -2 03 23.2
 CV0777;UTM  13      - 3,600,681.016   756,401.280   MT  1.00041075   +1 28 04.3
 CV0777
 CV0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0777!SPC TXNC     -   0.99985383  x   0.99991636  =   0.99977020
 CV0777!UTM  13      -   0.99985383  x   1.00041075  =   1.00026452
 CV0777
 CV0777:                Primary Azimuth Mark                     Grid Az
 CV0777:SPC TXNC     -  KELTON                                   090 52 42.8
 CV0777:UTM  13      -  KELTON                                   087 21 15.3
 CV0777
 CV0777|---------------------------------------------------------------------|
 CV0777| PID    Reference Object                     Distance      Geod. Az  |
 CV0777|                                                           dddmmss.s |
 CV0777| CV0774 KELTON                              APPROX. 7.0 KM 0884919.6 |
 CV0777| CH9845 VISTA RM 3                           17.182 METERS 10334     |
 CV0777| CH9843 VISTA RM 1                           18.771 METERS 20331     |
 CV0777| CH9844 VISTA RM 2                           14.318 METERS 28456     |
 CV0777| CH9842 VISTA AZ MK                                        2862806.5 |
 CV0777|---------------------------------------------------------------------|
 CV0777
 CV0777                          SUPERSEDED SURVEY CONTROL
 CV0777
 CV0777  NAD 83(1986)-  32 30 49.94962(N)    102 16 14.08297(W) AD(       ) 1
 CV0777  NAD 27      -  32 30 49.58500(N)    102 16 12.50500(W) AD(       ) 1
 CV0777  NGVD 29 (07/19/86)  954.6    (m)         3132.     (f) VERT ANG       
 CV0777
 CV0777.Superseded values are not recommended for survey control.
 CV0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0777.See file dsdata.txt to determine how the superseded data were derived.
 CV0777
 CV0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5640100681(NAD 83)
 CV0777_MARKER: DS = TRIANGULATION STATION DISK
 CV0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0777
 CV0777  HISTORY     - Date     Condition        Report By
 CV0777  HISTORY     - 1935     MONUMENTED       CGS
 CV0777  HISTORY     - 1938     GOOD             TXHD
 CV0777  HISTORY     - 1966     GOOD             USGS
 CV0777  HISTORY     - 1966     GOOD             USGS
 CV0777  HISTORY     - 1968     GOOD             CGS
 CV0777  HISTORY     - 1971     GOOD             NGS
 CV0777  HISTORY     - 1975     GOOD             NGS
 CV0777
 CV0777                          STATION DESCRIPTION
 CV0777
 CV0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0777'STATION IS ABOUT 15 MILES (AIRLINE) W OF PATRICIA POST OFFICE,
 CV0777'4 MILES S OF THE L.M. ESTES RANCH, 4 MILES W OF FOUR-COUNTY
 CV0777'TIE (STATION MADG).  STATION IS ON THE HIGHEST POINT IN THE
 CV0777'VICINITY.  IT PROJECTS 12 INCHES.
 CV0777'
 CV0777'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0777'BRONZE DISKS SET IN CONCRETE.
 CV0777'
 CV0777'REFERENCE MARK NO. 1 IS SSE OF STATION AND PROJECTS 8 INCHES.
 CV0777'
 CV0777'REFERENCE MARK NO. 2 IS W OF STATION AND PROJECTS 6 INCHES.
 CV0777'
 CV0777'AZIMUTH MARK IS ABOUT 0.3 MILE NE OF STATION.  IT IS 1 FOOT
 CV0777'S OF E-W FENCE AND PROJECTS 8 INCHES.
 CV0777'
 CV0777'REACHED FROM THE L.M. ESTES RANCH BY GOING WSW ON THE ONLY
 CV0777'WELL TRAVELED ROAD 3.8 MILES.  CROSS A LET-DOWN N-S FENCE
 CV0777'AND CONTINUE WESTERLY ON ONLY WELL TRAVELED ROAD 0.3 MILE.
 CV0777'KEEP LEFT FORK WESTERLY 0.7 MILE.  TURN S ON WELL WORN TRACK
 CV0777'MADE AFTER NUMEROUS TRIPS TO AND FROM STATION AND GO 0.2
 CV0777'MILE.  CROSS FENCE AND GO S ACROSS COUNTRY 1.0 MILE.  CROSS
 CV0777'OLD FENCE LINE AND GO 75 YARDS TO STATION.
 CV0777'
 CV0777'A 20-FOOT STAND WILL CLEAR ALL LINES.
 CV0777
 CV0777                          STATION RECOVERY (1938)
 CV0777
 CV0777'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0777'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0777'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CV0777
 CV0777                          STATION RECOVERY (1966)
 CV0777
 CV0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CV0777'STATION FOUND IN GOOD CONDITION.  TO REACH FROM JUNCTION
 CV0777'OF STATE HWY 349 AND FM 828 AT PATRICA, GO W ON A PAVED ROAD
 CV0777'0.3 MILE TO JUNCTION OF HWY 115, CONTINUE W ON HWY 115 FOR
 CV0777'15.8 MILES.  THENCE RIGHT (N) ON GRAVELED ROAD 2.2 MILES.
 CV0777'THENCE RIGHT (E) ON TRACK ROAD 0.7 MILE.  AT THIS POINT
 CV0777'LEAVE ROAD, GO NE ACROSS COUNTRY 0.2 MILE TO TOP OF HILL
 CV0777'AND STATION.  A STANDARD USC AND GS DISK SET IN TOP OF A
 CV0777'CONCRETE POST AND STAMPED VISTA 1935.
 CV0777'
 CV0777'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15 MI.
 CV0777'W OF PATRICA P.O.
 CV0777
 CV0777                          STATION RECOVERY (1966)
 CV0777
 CV0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CV0777'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32102-1, STATION 1010.
 CV0777'RECOVERED BY USGS IN 1966 AND REDESCRIBED AS FOLLOWS
 CV0777'TO REACH FROM THE JUNCTION OF TEXAS STATE HIGHWAY 349 AND FARM ROAD
 CV0777'828, AT PATRICIA, TEXAS, GO W. ON A PAVED RD. 0.3 MI. TO JUNCTION OF
 CV0777'HIGHWAY 115, CONTINUE W. ON HIGHWAY 115 15.8 MI., THENCE RIGHT (N.) ON
 CV0777'GRADED GRAVELED RD. 2.2 MI., THENCE RIGHT (E.) ON TRACK RD. 0.7 MI.,
 CV0777'AT THIS POINT LEAVE RD., GO NE. ACROSS COUNTRY 0.2 MI. TO TOP OF HILL
 CV0777'AND STATION.
 CV0777'STATION MARK--STANDARD USC AND GS DISK SET IN TOP OF A CONCRETE POST
 CV0777'AND STAMPED---VISTA 1935---.
 CV0777
 CV0777                          STATION RECOVERY (1968)
 CV0777
 CV0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0777'STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK WERE
 CV0777'RECOVERED IN GOOD CONDITION.  THE STATION IS IN PASTURE GROUND ON
 CV0777'THE HIGHEST POINT IN THE VICINITY.
 CV0777'
 CV0777'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 115 AND 349 AT
 CV0777'PATRICIA, GO WEST ON STATE HIGHWAY 115 FOR 0.7 MILE TO FARM ROAD
 CV0777'828.  CONTINUE ON STATE HIGHWAY 115 FOR 15.9 MILES TO A CATTLE
 CV0777'GUARD AND ROCK ROAD ON THE RIGHT.  TURN RIGHT, NORTH, AND FOLLOW
 CV0777'THE GRAVELED ROAD FOR 2.2 MILES TO A TRACK ROAD ON THE RIGHT.
 CV0777'(ROAD IS VERY SANDY FROM THIS POINT.) LEAVE MAIN ROAD GO
 CV0777'EASTERLY 0.7 MILE, THENCE NORTHEAST 0.2 MILE TO TOP OF HILL AND
 CV0777'STATION.  AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF STATION.
 CV0777'
 CV0777'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15 MILES
 CV0777'AIRLINE WEST OF PATRICIA.
 CV0777
 CV0777                          STATION RECOVERY (1971)
 CV0777
 CV0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 CV0777'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CV0777'AND FOUND TO BE IN GOOD CONDITION.  THE 1966 DESCRIPTION IS
 CV0777'ADEQUATE FOR RECOVERY.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CV0777'
 CV0777'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES WEST
 CV0777'OF PATRICIA.
 CV0777
 CV0777                          STATION RECOVERY (1975)
 CV0777
 CV0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0777'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 CV0777'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE DISTANCE TO
 CV0777'REFERENCE MARK 1 DID NOT CHECK THE 1935 DATA, BEING 0.05 FOOT
 CV0777'LONGER THAN THE 1935 OBSERVATIONS.  THE DISTANCE TO REFERENCE
 CV0777'MARK 2 AND THE DISTANCE BETWEEN THE REFERENCE MARKS CHECKED
 CV0777'ADEQUATELY.  THE DIRECTION TO REFERENCE MARK 1 CHECKED
 CV0777'ADEQUATELY, HOWEVER, THE DIRECTION TO REFERENCE MARK 2 DID NOT
 CV0777'CHECK BY 2 MINUTES, 12 SECONDS.  FOLLOWING IS A NEW
 CV0777'DESCRIPTION.
 CV0777'
 CV0777'STATION IS ABOUT 22 MILES NORTHEAST OF ANDREWS, 15 MILES
 CV0777'WEST OF THE SETTLEMENT OF PATRICIA, 13 MILES SOUTH OF
 CV0777'U.S. HIGHWAY 180, ON THE A.P. SCHARBAUER RANCH.  PERMISSION
 CV0777'WAS OBTAINED FROM STEVE DOPSON, THE RANCH FOREMAN, WHOSE
 CV0777'PHONE NUMBER IS 806-462-5655.
 CV0777'
 CV0777'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 115 AND 349
 CV0777'AT THE NORTH EDGE OF PATRICIA, GO WEST ON HIGHWAY 115
 CV0777'FOR 13.8 MILES TO THE MARTIN-ANDREWS COUNTY LINE.  CONTINUE
 CV0777'SOUTHWEST ON THE HIGHWAY FOR 4.95 MILES TO A SIDE ROAD
 CV0777'RIGHT.  TURN SHARP RIGHT, CROSS A CATTLE GUARD AND GO NORTH
 CV0777'ON A GRAVELED ROAD FOR 2.05 MILES TO A GRAVELED SIDE ROAD
 CV0777'RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO A FORK.  TAKE
 CV0777'THE RIGHT FORK AND CONTINUE EAST ON A SANDY TRACK ROAD FOR 0.4
 CV0777'MILE TO A SIDE ROAD RIGHT.  CONTINUE EASTERLY ON THE SAND ROAD
 CV0777'FOR 0.25 MILE, AT THIS POINT TURN LEFT AND GO NORTH, ACROSS
 CV0777'COUNTRY, FOR 0.15 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 CV0777'STATION.
 CV0777'
 CV0777'STATION MARK IS A STANDARD DISK, STAMPED VISTA 1935, SET
 CV0777'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CV0777'PROJECTS 6 INCHES ABOVE THE GROUND.  UNDERGROUND MARK IS
 CV0777'SET IN AN IRREGULAR MASS OF CONCRETE.
 CV0777'
 CV0777'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VISTA NO 1
 CV0777'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CV0777'PROJECTS 6 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE
 CV0777'STATION.
 CV0777'
 CV0777'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VISTA NO 2
 CV0777'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CV0777'THAT PROJECTS 6 INCHES AND IS ABOUT 1/2 FOOT LOWER THAN THE
 CV0777'STATION.
 CV0777'
 CV0777'HEIGHT OF LIGHT ABOVE STATION MARK 5.5 FEET.
 CV0777'
 CV0777'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CV0777'15 MI. W OF PATRICIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1358 ***********************************************************************
 AH1358  DESIGNATION -  VISTA 1933
 AH1358  PID         -  AH1358
 AH1358  STATE/COUNTY-  TX/NUECES
 AH1358  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1358
 AH1358                         *CURRENT SURVEY CONTROL
 AH1358  ___________________________________________________________________
 AH1358* NAD 83(1993)-  27 45 37.68105(N)    097 22 46.71911(W)     ADJUSTED  
 AH1358* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AH1358  ___________________________________________________________________
 AH1358  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1358  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1358
 AH1358  HORZ ORDER  -  THIRD
 AH1358
 AH1358.The horizontal coordinates were established by classical geodetic methods
 AH1358.and adjusted by the National Geodetic Survey in February 1996..
 AH1358
 AH1358.The orthometric height was scaled from a topographic map.
 AH1358
 AH1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1358
 AH1358.The geoid height was determined by GEOID03.
 AH1358
 AH1358;                    North         East     Units Scale Factor Converg.
 AH1358;SPC TX S     - 5,232,472.723   410,439.611   MT  0.99998236   +0 30 31.1
 AH1358;SPC TX S     -17,166,870.93  1,346,583.96   sFT  0.99998236   +0 30 31.1
 AH1358;UTM  14      - 3,071,720.400   659,680.509   MT  0.99991473   +0 45 17.6
 AH1358
 AH1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1358!SPC TX S     -   1.00000260  x   0.99998236  =   0.99998496
 AH1358!UTM  14      -   1.00000260  x   0.99991473  =   0.99991733
 AH1358
 AH1358|---------------------------------------------------------------------|
 AH1358| PID    Reference Object                     Distance      Geod. Az  |
 AH1358|                                                           dddmmss.s |
 AH1358| AH1360 CORPUS CHRI ALTA VI PL HSE CUP      128.584 METERS 08747     |
 AH1358| AH1348 VISTA 1933 RM USE                   282.825 METERS 12205     |
 AH1358| AH1340 CORPUS CHRISTI NEW SEN HS STK       APPROX. 1.8 KM 2414354.7 |
 AH1358|---------------------------------------------------------------------|
 AH1358
 AH1358                          SUPERSEDED SURVEY CONTROL
 AH1358
 AH1358  NAD 83(1986)-  27 45 37.68980(N)    097 22 46.69676(W) AD(       ) 3
 AH1358  NAD 27      -  27 45 36.58300(N)    097 22 45.72800(W) AD(       ) 3
 AH1358
 AH1358.Superseded values are not recommended for survey control.
 AH1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1358.See file dsdata.txt to determine how the superseded data were derived.
 AH1358
 AH1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5968171720(NAD 83)
 AH1358_MARKER: DS = TRIANGULATION STATION DISK
 AH1358_SETTING: 0 = UNSPECIFIED SETTING
 AH1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1358
 AH1358  HISTORY     - Date     Condition        Report By
 AH1358  HISTORY     - 1933     MONUMENTED       CGS
 AH1358  HISTORY     - 1937     GOOD             LOCENG
 AH1358  HISTORY     - 1938     GOOD             WESGEO
 AH1358  HISTORY     - 1949     GOOD             CGS
 AH1358  HISTORY     - 1961     MARK NOT FOUND   USGS
 AH1358  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1358
 AH1358                          STATION DESCRIPTION
 AH1358
 AH1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1358'STATION IS LOCATED ABOUT 3 MILES SE OF THE PLAZA HOTEL IN
 AH1358'CORPUS CHRISTI, ON THE W SHORE OF CORPUS CHRISTI BAY.  IT IS
 AH1358'26 METERS W OF THE CENTER LINE OF CORPUS CHRISTI-FLOUR BLUFF
 AH1358'HIGHWAY AT S TURN, 10 METERS S OF SIGNBOARD AT TURN, AND 2 METERS
 AH1358'SE OF A TELEPHONE LINE RUNNING SW AND NE.
 AH1358'
 AH1358'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1358'NO REFERENCE MARK WAS SET.
 AH1358'
 AH1358'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--CUPOLA
 AH1358'ON TWO-STORY STUCCO RESIDENCE WITH RED TILE ROOF (125 METERS
 AH1358'DISTANT), N 79 DEG E.  SIGN ON PLAZE HOTEL, N 31 DEG W.
 AH1358'
 AH1358'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AH1358
 AH1358                          STATION RECOVERY (1937)
 AH1358
 AH1358'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 AH1358'RECOVERED BY GEOTECHNICAL CORP
 AH1358'
 AH1358'RECOVERED.
 AH1358
 AH1358                          STATION RECOVERY (1938)
 AH1358
 AH1358'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AH1358'RECOVERED IN GOOD CONDITION.
 AH1358
 AH1358                          STATION RECOVERY (1949)
 AH1358
 AH1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1358'STATION WAS RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AH1358'FOLLOWS--
 AH1358'
 AH1358'STATION IS LOCATED ABOUT 3 MILES SE OF THE PLAZA HOTEL IN
 AH1358'CORPUS CHRISTI ON W SHORE OF CORPUS CHRISTI BAY, ALONG OCEAN
 AH1358'DRIVE, AND IN A VACANT LOT JUST S OF HOUSE NUMBER 3275 OCEAN
 AH1358'DRIVE.  IT IS 32 METERS W OF OCEAN DRIVE, AT AN S TURN, 13 METERS
 AH1358'N OF POWER-LINE POLE ON TURN WHERE LINE TURNS FROM SW TO SE,
 AH1358'AND 515 METERS S OF THE LEDGE AROUND HOUSE NO. 3275.  THE
 AH1358'MONUMENT IS STAMPED VISTA 1933 AND IS FLUSH WITH THE GROUND.
 AH1358'
 AH1358'THE STATION WAS REVISITED AT A LATER DATE AND WILL PROBABLY
 AH1358'BE DESTROYED IN THE NEAR FUTURE.  EXTENSIVE DEVELOPMENT IS
 AH1358'TAKING PLACE JUST W OF THE STATION.  A DRIVE HAS BEEN PUT IN
 AH1358'ALONGSIDE THE STATION AND IF THE DRIVE IS PAVED AND CURBED,
 AH1358'THE STATION WILL PROBABLY BE COVERED OR KNOCKED OUT AS THE
 AH1358'STATION IS NOW IN THE S LEDGE OF THE DRIVE AND WAS COVERED BY
 AH1358'SOIL AT THE LATER VISIT.
 AH1358'
 AH1358'A STANDARD U.S.E. REFERENCE-MARK DISK SET IN CONCRETE AND STAMPED
 AH1358'VISTA 928 FT. IS 927.90 FEET ESE OF THE STATION.  SEE DESCRIPTION
 AH1358'OF VISTA REFERENCE MARK (U.S.E.).
 AH1358
 AH1358                          STATION RECOVERY (1961)
 AH1358
 AH1358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AH1358'STATION MARK WAS SEARCHED FOR BUT NOT FOUND.
 AH1358'
 AH1358'CORPS OF ENGINEERS REPORT THAT IT HAS BEEN DESTROYED.
 AH1358
 AH1358                          STATION RECOVERY (2001)
 AH1358
 AH1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1358'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1348 ***********************************************************************
 AH1348  DESIGNATION -  VISTA 1933 RM USE
 AH1348  PID         -  AH1348
 AH1348  STATE/COUNTY-  TX/NUECES
 AH1348  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1348
 AH1348                         *CURRENT SURVEY CONTROL
 AH1348  ___________________________________________________________________
 AH1348* NAD 83(1993)-  27 45 32.80037(N)    097 22 37.96838(W)     ADJUSTED  
 AH1348* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1348  ___________________________________________________________________
 AH1348  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1348  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1348
 AH1348  HORZ ORDER  -  THIRD
 AH1348
 AH1348.The horizontal coordinates were established by classical geodetic methods
 AH1348.and adjusted by the National Geodetic Survey in February 1996..
 AH1348
 AH1348.The orthometric height was scaled from a topographic map.
 AH1348
 AH1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1348
 AH1348.The geoid height was determined by GEOID03.
 AH1348
 AH1348;                    North         East     Units Scale Factor Converg.
 AH1348;SPC TX S     - 5,232,324.623   410,680.554   MT  0.99998205   +0 30 35.1
 AH1348;SPC TX S     -17,166,385.03  1,347,374.45   sFT  0.99998205   +0 30 35.1
 AH1348;UTM  14      - 3,071,573.347   659,922.071   MT  0.99991568   +0 45 21.5
 AH1348
 AH1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1348!SPC TX S     -   1.00000370  x   0.99998205  =   0.99998575
 AH1348!UTM  14      -   1.00000370  x   0.99991568  =   0.99991938
 AH1348
 AH1348:                Primary Azimuth Mark                     Grid Az
 AH1348:SPC TX S     -  CORPUS CHRISTI 82AN LIGHT 80             010 22 24.2
 AH1348:UTM  14      -  CORPUS CHRISTI 82AN LIGHT 80             010 07 37.8
 AH1348
 AH1348|---------------------------------------------------------------------|
 AH1348| PID    Reference Object                     Distance      Geod. Az  |
 AH1348|                                                           dddmmss.s |
 AH1348| AH1337 CORPUS CHRISTI 82AN LIGHT 80        APPROX. 5.9 KM 0105259.3 |
 AH1348| AH1328 CORPUS CHRISTI CHANNEL BCN 27       APPROX. 5.7 KM 0111251.1 |
 AH1348| AH1336 CORPUS CHRISTI CHAN LIGHT 74        APPROX. 6.6 KM 0291617.1 |
 AH1348| AH1332 CORPUS CHRISTI CHANNEL BCN 25       APPROX. 6.5 KM 0295804.8 |
 AH1348| AH1330 CORPUS CHRISTI CHANNEL BCN 14       APPROX. 7.9 KM 0424510.8 |
 AH1348| AH1327 CORPUS CHRISTI CHANNEL BCN 23       APPROX. 7.8 KM 0433553.7 |
 AH1348| AH1329 CORPUS CHRISTI CHANNEL BCN 12       APPROX. 9.5 KM 0521503.6 |
 AH1348| AH1325 CORPUS CHRISTI CHANNEL BCN 21       APPROX. 9.4 KM 0530403.1 |
 AH1348| AH1326 CORPUS CHRISTI CHANNEL BCN 10       APPROX.11.3 KM 0585300.5 |
 AH1348| AH1331 CORPUS CHRISTI CHAN LIGHT 55        APPROX.11.2 KM 0593658.8 |
 AH1348| AH1334 CORPUS CHRISTI CHAN LIGHT 50        APPROX.13.1 KM 0634114.5 |
 AH1348| AH1333 CORPUS CHRISTI CHANNEL BCN 17       APPROX.13.1 KM 0641955.2 |
 AH1348| AH1239 CORPUS CHRISTI NAS WATER TANK       APPROX.12.9 KM 1235203.4 |
 AH1348| AH1360 CORPUS CHRI ALTA VI PL HSE CUP      190.903 METERS 32424     |
 AH1348| AH1378 CORPUS CHRI CHAN BW RNG R LT        APPROX. 6.0 KM 3404906.6 |
 AH1348| AH1347 CORPUS CHRISTI BREAKWATER BCN       APPROX. 4.7 KM 3484037.8 |
 AH1348| AH1346 CORPUS CHRISTI CHAN LIGHT 85        APPROX. 5.7 KM 3485808.8 |
 AH1348| AH1373 CORPUS CHRISTI CHAN LIGHT 86        APPROX. 5.8 KM 3491157.3 |
 AH1348| AH1372 CORPUS CHRI HARBOR O RNG R LT       APPROX. 5.4 KM 3521858.4 |
 AH1348| AH1349 CORPUS CHRISTI BEACON               APPROX. 3.4 KM 3581018.4 |
 AH1348|---------------------------------------------------------------------|
 AH1348
 AH1348                          SUPERSEDED SURVEY CONTROL
 AH1348
 AH1348  NAD 83(1986)-  27 45 32.80906(N)    097 22 37.94614(W) AD(       ) 3
 AH1348  NAD 27      -  27 45 31.70300(N)    097 22 36.97700(W) AD(       ) 3
 AH1348
 AH1348.Superseded values are not recommended for survey control.
 AH1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1348.See file dsdata.txt to determine how the superseded data were derived.
 AH1348
 AH1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5992271573(NAD 83)
 AH1348_MARKER: DR = REFERENCE MARK DISK
 AH1348_SETTING: 0 = UNSPECIFIED SETTING
 AH1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1348
 AH1348  HISTORY     - Date     Condition        Report By
 AH1348  HISTORY     - 1949     MONUMENTED       USE
 AH1348  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1348
 AH1348                          STATION DESCRIPTION
 AH1348
 AH1348'DESCRIBED BY US ENGINEERS 1949 (CWC)
 AH1348'STATION IS LOCATED ABOUT 3 MILES SE OF THE PLAZA HOTEL IN CORPUS
 AH1348'CHRISTI, ON THE W SHORE OF CORPUS CHRISTI BAY, ALONG OCEAN
 AH1348'DRIVE, IN A VACANT LOT OPPOSITE THE DRIVE INTO THE HOME OF
 AH1348'L.M. FISCHER AT 3333 OCEAN DRIVE.
 AH1348'
 AH1348'STATION IS A STANDARD U.S.E. REFERENCE-MARK DISK SET IN CONCRETE
 AH1348'AND STAMPED VISTA 928 FT.  THE MONUMENT IS 40 FEET W OF
 AH1348'THE BLUFF ALONG THE W SIDE OF CORPUS CHRISTI BAY, 99 FEET N OF
 AH1348'A BREAK IN THE BLUFF ALONG THE BAY, ABOUT 500 FEET E OF
 AH1348'OCEAN DRIVE, AND IN THE E END OF A HEDGEROW OF CEDAR TREES.
 AH1348'THE MONUMENT IS ABOUT FLUSH WITH THE GROUND.  TRIANGULATION
 AH1348'STATION VISTA 1933 IS 927.90 FEET WNW.
 AH1348
 AH1348                          STATION RECOVERY (2001)
 AH1348
 AH1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1348'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1091 ***********************************************************************
 CA1091  DESIGNATION -  VOCA
 CA1091  PID         -  CA1091
 CA1091  STATE/COUNTY-  TX/MCCULLOCH
 CA1091  USGS QUAD   -  VOCA (1963)
 CA1091
 CA1091                         *CURRENT SURVEY CONTROL
 CA1091  ___________________________________________________________________
 CA1091* NAD 83(1993)-  31 03 55.28610(N)    099 09 19.30026(W)     ADJUSTED  
 CA1091* NAVD 88     -       548.8    (meters)    1801.     (feet)  VERTCON   
 CA1091  ___________________________________________________________________
 CA1091  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CA1091  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CA1091
 CA1091  HORZ ORDER  -  FIRST
 CA1091
 CA1091.The horizontal coordinates were established by classical geodetic methods
 CA1091.and adjusted by the National Geodetic Survey in February 1996..
 CA1091
 CA1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1091
 CA1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1091
 CA1091.The geoid height was determined by GEOID03.
 CA1091
 CA1091;                    North         East     Units Scale Factor Converg.
 CA1091;SPC TX C     - 3,155,647.076   812,409.233   MT  0.99988236   +0 36 24.2
 CA1091;SPC TX C     -10,353,152.12  2,665,379.29   sFT  0.99988236   +0 36 24.2
 CA1091;UTM  14      - 3,436,855.565   485,178.397   MT  0.99960271   -0 04 48.6
 CA1091
 CA1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1091!SPC TX C     -   0.99991750  x   0.99988236  =   0.99979987
 CA1091!UTM  14      -   0.99991750  x   0.99960271  =   0.99952025
 CA1091
 CA1091|---------------------------------------------------------------------|
 CA1091| PID    Reference Object                     Distance      Geod. Az  |
 CA1091|                                                           dddmmss.s |
 CA1091| CV5716 VOCA RM 1                             8.392 METERS 06002     |
 CA1091| CV5715 VOCA AZ MK                                         2031502.6 |
 CA1091| CA1098 BRADY MUNICIPAL TANK                APPROX.19.0 KM 2904323.8 |
 CA1091| CA1099 BRADY MC CULLOCH STHSE SPIRE        APPROX.18.8 KM 2942156.7 |
 CA1091| CV5717 VOCA RM 2                            24.302 METERS 34040     |
 CA1091|---------------------------------------------------------------------|
 CA1091
 CA1091                          SUPERSEDED SURVEY CONTROL
 CA1091
 CA1091  NAD 83(1986)-  31 03 55.29528(N)    099 09 19.28603(W) AD(       ) 1
 CA1091  NAD 27      -  31 03 54.69000(N)    099 09 18.10600(W) AD(       ) 1
 CA1091  NGVD 29 (07/19/86)  548.7    (m)         1800.     (f) VERT ANG       
 CA1091
 CA1091.Superseded values are not recommended for survey control.
 CA1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1091.See file dsdata.txt to determine how the superseded data were derived.
 CA1091
 CA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV8517836856(NAD 83)
 CA1091_MARKER: DS = TRIANGULATION STATION DISK
 CA1091_SETTING: 66 = SET IN ROCK OUTCROP
 CA1091_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1091
 CA1091  HISTORY     - Date     Condition        Report By
 CA1091  HISTORY     - 1935     MONUMENTED       CGS
 CA1091  HISTORY     - 1937     GOOD             TXHD
 CA1091  HISTORY     - 1961     GOOD             USGS
 CA1091
 CA1091                          STATION DESCRIPTION
 CA1091
 CA1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1091'STATION IS LOCATED ON HIGHEST POINT IN VICINITY, ON DIVIDE
 CA1091'BETWEEN SAN SABA RIVER AND BRADY CREEK, 4 MILES NE OF VOCA
 CA1091'AND 11 MILES ESE OF BRADY.
 CA1091'
 CA1091'STATION MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK
 CA1091'AT TOP OF RIDGE ABOUT 1/2 MILE NE OF A RANCH HOUSE AND ABOUT
 CA1091'85 YARDS N OF E-W FENCE OVER HILL OR RIDGE.
 CA1091'
 CA1091'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 CA1091'HOLES IN OUTCROPPING BEDROCK.
 CA1091'
 CA1091'REFERENCE MARK NO. 1 IS E OF STATION.
 CA1091'
 CA1091'REFERENCE MARK NO. 2 IS N OF STATION.
 CA1091'
 CA1091'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 CA1091'IT IS 80 FEET W OF DITCH, 60 FEET
 CA1091'E OF THREE LARGE TREES.
 CA1091'
 CA1091'TO REACH AZIMUTH MARK FROM RANCH HOUSE, FRONT--GO S 0.1
 CA1091'MILE, ACROSS DRAIN DITCH, FOLLOW ALONG E EDGE 0.1 MILE, CROSS
 CA1091'DITCH AND CONTINUE ALONG W SIDE OF DITCH 0.1 MILE.
 CA1091'
 CA1091'STATION CAN BE REACHED FROM COURTHOUSE IN BRADY, SE CORNER
 CA1091'OF SQUARE, GO S ON U.S. HIGHWAY 385 FOR 0.55 MILE AND FOLLOW
 CA1091'HIGHWAY 385 LEFT FOR 0.1 MILE, KEEP STRAIGHT AHEAD, E WHERE
 CA1091'HIGHWAY 385 TURNS S, RIGHT FOR 0.35 MILE AROUND MC CULLOCH
 CA1091'COUNTY COTTON OIL MILL TO A T-JUNCTION.  TURN RIGHT ON VOCA
 CA1091'ROAD AND GO 8.95 MILES AND TAKE LEFT FORK E, GO E 2 MILES,
 CA1091'N 1 MILE., E 1 MILE, N 0.5 MILE AND PASS THROUGH GATE WHERE
 CA1091'ROAD BENDS E.  TAKE LEFT FORK FOR 0.3 MILE TO RANCH HOUSE.
 CA1091'FROM HERE TRUCK CAN BE DRIVEN ABOUT 1/4 MILE NEARER TO
 CA1091'STATION BY GOING ACROSS PASTURE E TO FOOT OF HILL.
 CA1091'
 CA1091'HEIGHT OF LIGHT ABOVE STATION MARK- 4 METERS.
 CA1091
 CA1091                          STATION RECOVERY (1937)
 CA1091
 CA1091'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1091'DESCRIPTION GIVEN IS GOOD TO RANCH HOUSE.  FENCE WAS BEING
 CA1091'REBUILT IN JULY, 1937, AND LOCATION OF MARK MUST BE MADE
 CA1091'BY FOOT FROM RANCH HOUSE NOW, BUT E AND W FENCE CAN BE FOLLOWED
 CA1091'TO TOP OF RIDGE.
 CA1091'
 CA1091'SURFACE MARK IN GOOD CONDITION.
 CA1091
 CA1091                          STATION RECOVERY (1961)
 CA1091
 CA1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CA1091'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN OUTCROPPING
 CA1091'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1367 ***********************************************************************
 DN1367  DESIGNATION -  VOLE
 DN1367  PID         -  DN1367
 DN1367  STATE/COUNTY-  TX/WISE
 DN1367  USGS QUAD   -  BRIDGEPORT WEST (1978)
 DN1367
 DN1367                         *CURRENT SURVEY CONTROL
 DN1367  ___________________________________________________________________
 DN1367* NAD 83(1993)-  33 09 32.72416(N)    097 46 31.19121(W)     ADJUSTED  
 DN1367* NAVD 88     -       305.2    (meters)    1001.     (feet)  VERTCON   
 DN1367  ___________________________________________________________________
 DN1367  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DN1367  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DN1367
 DN1367  HORZ ORDER  -  FIRST
 DN1367
 DN1367.The horizontal coordinates were established by classical geodetic methods
 DN1367.and adjusted by the National Geodetic Survey in February 1996..
 DN1367
 DN1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1367
 DN1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1367
 DN1367.The geoid height was determined by GEOID03.
 DN1367
 DN1367;                    North         East     Units Scale Factor Converg.
 DN1367;SPC TXNC     - 2,165,727.808   667,591.828   MT  0.99987437   +0 23 42.8
 DN1367;SPC TXNC     - 7,105,391.98  2,190,257.52   sFT  0.99987437   +0 23 42.8
 DN1367;UTM  14      - 3,669,591.539   614,201.249   MT  0.99976080   +0 40 11.7
 DN1367
 DN1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1367!SPC TXNC     -   0.99995647  x   0.99987437  =   0.99983085
 DN1367!UTM  14      -   0.99995647  x   0.99976080  =   0.99971728
 DN1367
 DN1367:                Primary Azimuth Mark                     Grid Az
 DN1367:SPC TXNC     -  BRIDGEPORT MUNICIPAL TANK                020 09 35.1
 DN1367:UTM  14      -  BRIDGEPORT MUNICIPAL TANK                019 53 06.2
 DN1367
 DN1367|---------------------------------------------------------------------|
 DN1367| PID    Reference Object                     Distance      Geod. Az  |
 DN1367|                                                           dddmmss.s |
 DN1367| DN1366 BRIDGEPORT MUNICIPAL TANK           APPROX. 6.5 KM 0203317.9 |
 DN1367| DN1356 DECATUR BAP JUNIOR COLL CUPOLA      APPROX.19.0 KM 0680109.4 |
 DN1367| CY3040 VOLE RM 2                            12.673 METERS 08056     |
 DN1367| CY3038 VOLE AZ MK                                         1091626.2 |
 DN1367| CY3039 VOLE RM 1                            14.182 METERS 35644     |
 DN1367|---------------------------------------------------------------------|
 DN1367
 DN1367                          SUPERSEDED SURVEY CONTROL
 DN1367
 DN1367  NAD 83(1993)-  33 09 32.72431(N)    097 46 31.18256(W) AD(       ) 1
 DN1367  NAD 83(1986)-  33 09 32.72790(N)    097 46 31.17687(W) AD(       ) 1
 DN1367  NAD 27      -  33 09 32.30800(N)    097 46 30.05900(W) AD(       ) 1
 DN1367  NGVD 29 (07/26/91)  305.1    (m)         1001.     (f) VERT ANG       
 DN1367
 DN1367.Superseded values are not recommended for survey control.
 DN1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1367.See file dsdata.txt to determine how the superseded data were derived.
 DN1367
 DN1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1420169592(NAD 83)
 DN1367_MARKER: DS = TRIANGULATION STATION DISK
 DN1367_SETTING: 66 = SET IN ROCK OUTCROP
 DN1367_SP_SET: PARTIALLY EXPOSED BEDROCK
 DN1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1367
 DN1367  HISTORY     - Date     Condition        Report By
 DN1367  HISTORY     - 1935     MONUMENTED       CGS
 DN1367  HISTORY     - 1937     GOOD             CGS
 DN1367  HISTORY     - 1940     GOOD             TSI
 DN1367  HISTORY     - 1946     GOOD             CGS
 DN1367  HISTORY     - 1955     GOOD             CGS
 DN1367  HISTORY     - 1955     GOOD             CGS
 DN1367  HISTORY     - 1958     GOOD             USGS
 DN1367  HISTORY     - 1960     GOOD             CGS
 DN1367  HISTORY     - 1968     GOOD             CGS
 DN1367  HISTORY     - 19970927 GOOD             USPSQD
 DN1367
 DN1367                          STATION DESCRIPTION
 DN1367
 DN1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1367'STATION IS ABOUT 3.6 MILES S AND A LITTLE W OF BRIDGEPORT, ON THE
 DN1367'W END OF A ROCKY BUTTE WHICH IS THE EASTERNMOST ONE OF SEVERAL
 DN1367'FLAT-TOPPED BUTTES IN THIS VICINITY.  THE STATION MARK IS SET
 DN1367'IN BEDROCK.  IT IS ABOUT 200 YARDS S OF LANE LEADING E AND
 DN1367'W ALONG FENCE AT N EDGE OF FIELD IN WHICH BUTTE IS LOCATED AND 65
 DN1367'FEET SE OF A CLUMP OF 4 SCRUB OAK TREES.
 DN1367'
 DN1367'STATION MARK IS A BRONZE STATION DISK AND WAS SET FLUSH WITH
 DN1367'THE BEDROCK.  NO UNDERGROUND MARK WAS SET.
 DN1367'
 DN1367'REFERENCE MARK 1 IS N OF THE STATION AND 52 FEET ENE OF A
 DN1367'CLUMP OF 4 SCRUB OAK TREES.  IT IS A BRONZE REFERENCE DISK SET
 DN1367'FLUSH IN BEDROCK OUTCROP.
 DN1367'
 DN1367'REFERENCE MARK 2 IS E BY N OF THE STATION.  IT IS A BRONZE
 DN1367'REFERENCE DISK SET FLUSH IN BEDROCK OUTCROP.
 DN1367'
 DN1367'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2
 DN1367'IS 59.20 FEET.
 DN1367'
 DN1367'THE AZIMUTH MARK IS ESE OF THE STATION, ALONG RIGHT-OF-WAY,
 DN1367'AT FIRST N AND S DIRT ROAD E OF THE STATION, AT SW CORNER
 DN1367'OF FENCED FIELD, 40 FEET N OF FENCE CORNER, 18 FEET W OF
 DN1367'CENTER OF ROAD, AND 1 FOOT E OF W RIGHT-OF-WAY FENCE LINE.
 DN1367'IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE AND FLUSH WITH
 DN1367'THE GROUND.
 DN1367'
 DN1367'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN BRIDGEPORT
 DN1367'GO S FROM TEXAS HIGHWAY 24 ON DIRT ROAD 2.9 MILES TO FORKS,
 DN1367'TAKE RIGHT FORK, MAIN TRAVELED ROAD, AND GO W AND S 0.85 MILE
 DN1367'TO SMALL WOODEN BRIDGE AND GATE ON RIGHT, GO THROUGH GATE
 DN1367'AND FOLLOW LANE 0.4 MILE TO DESERTED RANCH HOUSE, KEEP TO
 DN1367'RIGHT OF HOUSE AND FOLLOW LANE 0.15 MILE TO WIRE GATE, THEN
 DN1367'GO THROUGH GATE AND FOLLOW LANE W 0.2 MILE TO POLE CORRAL
 DN1367'AND WASHED-OUT ROAD LEADING INTO LANE FROM N.  STATION IS AT
 DN1367'TOP OF BUTTE, 200 YARDS S.
 DN1367'
 DN1367'VOLE AND CHICO ARE VISIBLE GROUND TO GROUND.
 DN1367'
 DN1367'VOLE AND COWEN ARE VISIBLE GROUND TO GROUND.
 DN1367'
 DN1367'VOLE AND WOODIE ARE VISIBLE GROUND TO GROUND.
 DN1367'
 DN1367'A 74-FOOT SIGNAL AT WOMACH IS VISIBLE FROM THE GROUND.
 DN1367'
 DN1367'A 74-FOOT SIGNAL AT YATES IS VISIBLE FROM THE GROUND.
 DN1367'
 DN1367'A 60-FOOT SIGNAL AT ROWE IS VISIBLE FROM THE GROUND.
 DN1367'
 DN1367'HEIGHT OF LIGHT ABOVE STATION MARK - 8 FEET.
 DN1367
 DN1367                          STATION RECOVERY (1937)
 DN1367
 DN1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 DN1367'STATION IS ON THE W END AND HIGHEST POINT OF A LOW BUTTE,
 DN1367'THE EASTERNMOST BUTTE OF SEVERAL, IS ABOUT 3-1/2 MILES SSW OF
 DN1367'BRIDGEPORT, AND ABOUT 3/4 MILE W OF THE MAIN GRADED ROAD LEADING
 DN1367'S FROM BRIDGEPORT.
 DN1367'
 DN1367'TO REACH FROM BRIDGEPORT, GO S FROM THE FIRST NATIONAL BANK ON
 DN1367'A GRADED ROAD FOR 2.6 MILES.  TAKE THE RIGHT FORK, THE MAIN
 DN1367'TRAVELED ROAD, AND CONTINUE SW FOR 0.7 MILE.  THEN TURN RIGHT
 DN1367'THROUGH A WIRE GATE, AND GO W ON A DIM AND GRASSED-OVER TRACK
 DN1367'ROAD FOR 0.4 MILE TO A VACANT HOUSE.  PASS TO THE RIGHT AND GO
 DN1367'NW, PASSING ALONG THE N BASE OF THE BUTTE 0.2 MILE TO A GATE.
 DN1367'PASS THROUGH AND CONTINUE W UP THE LANE 0.2 MILE TO A POLE
 DN1367'CORRAL AND A LANE ROAD TO THE N AND THE END OF TRUCK TRAVEL.
 DN1367'THEN PACK ABOUT 100 YARDS S TO THE TOP OF THE BUTTE AND
 DN1367'THE STATION.
 DN1367'
 DN1367'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ON
 DN1367'THE HIGHEST POINT OF THE BUTTE.
 DN1367'
 DN1367'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 DN1367
 DN1367                          STATION RECOVERY (1940)
 DN1367
 DN1367'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 DN1367'STATION RECOVERED BY EDGAR TOBIN AERIAL SURVEYS.
 DN1367'
 DN1367'ORIGINAL DESCRIPTION SATISFACTORY.
 DN1367
 DN1367                          STATION RECOVERY (1946)
 DN1367
 DN1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCP)
 DN1367'STATION WAS RECOVERED AS DESCRIBED IN 1935 BY C.A.S., AND
 DN1367'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A COMPLETE
 DN1367'NEW DESCRIPTION FOLLOWS.
 DN1367'
 DN1367'THE STATION IS ABOUT 3-1/2 MILES SSW OF BRIDGEPORT, ON THE
 DN1367'W END OF A ROCKY BUTTE, THE MOST E OF SEVERAL FLAT-TOPPED
 DN1367'BUTTES IN THIS VICINITY.  IT IS ABOUT 200 YARDS S OF LANE WHERE
 DN1367'TRUCK TRAVEL ENDS AND 65 FEET SE OF A CLUMP OF OAK TREES.
 DN1367'THE MARK IS SET IN OUTCROPPING BEDROCK, AND IS STAMPED VOLE 1935.
 DN1367'
 DN1367'R.M. 1 IS 46.53 FEET N OF STATION, 52 FEET ENE OF CLUMP OF
 DN1367'OAK TREES, IN OUTCROPPING BEDROCK AND STAMPED VOLE NO 1 1935.
 DN1367'
 DN1367'R.M. 2 IS 41.58 FEET ENE OF THE STATION, AND IS SET IN OUTCROPPING
 DN1367'BEDROCK.  IT IS STAMPED VOLE NO 2 1935.
 DN1367'
 DN1367'AZIMUTH MARK IS 1.0 MILE ESE OF THE STATION, 40 FEET N OF
 DN1367'FENCE CORNER, 30 FEET W OF THE CENTER LINE OF GRADED ROAD,
 DN1367'AND 1 FOOT W OF FENCE LINE.  THE MARK IS SET IN CONCRETE,
 DN1367'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED VOLE 1935.  A
 DN1367'5-FOOT TARGET IS REQUIRED AT THE AZIMUTH MARK TO CLEAR TREES
 DN1367'BETWEEN THE STATION AND THE AZIMUTH MARK.
 DN1367'
 DN1367'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN BRIDGEPORT
 DN1367'GO S ON A GRADED DIRT ROAD FOR 2.6 MILES TO A Y-FORK IN THE
 DN1367'ROAD.  TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN TRAVELED
 DN1367'ROAD FOR 0.7 MILE TO A WIRE GATE ON THE RIGHT.  PASS THROUGH
 DN1367'THE GATE AND FOLLOW A TRACK ROAD W ACROSS PASTURE FOR 0.4
 DN1367'MILE TO A VACANT HOUSE.  BEAR TO THE RIGHT OF THE VACANT HOUSE
 DN1367'AND THE BUTTE, AND DRIVE 0.25 MILE ALONG THE N SIDE OF A FENCE
 DN1367'TO A GATE AND A FENCED LANE LEADING W.  THIS IS THE END OF TRUCK
 DN1367'TRAVEL.  PACK SW TO THE TOP OF THE BUTTE AND THE STATION ON
 DN1367'THE W END.  IT IS A 5-MINUTE PACK.  OBSERVATIONS WERE TAKEN
 DN1367'FROM A 4-FOOT STAND.
 DN1367'
 DN1367'TO REACH THE AZIMUTH MARK FROM THE STATION AND THE END OF TRUCK
 DN1367'TRAVEL, DRIVE BACK ACROSS THE PASTURE 0.65 MILE TO A WIRE GATE.
 DN1367'PASS THROUGH THE GATE, TURN RIGHT ONTO GRADED ROAD, AND GO
 DN1367'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.
 DN1367'
 DN1367'OBSERVATIONS TAKEN FROM A 4-FOOT WOODEN STAND.
 DN1367
 DN1367                          STATION RECOVERY (1955)
 DN1367
 DN1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (OTF)
 DN1367'STATION RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS ESE
 DN1367'OF THE STATION ALONG RIGHT-OF-WAY OF FIRST N-S DIRT ROAD E OF THE
 DN1367'STATION, AT SW CORNER OF FENCED FIELD.  40 FEET N OF FENCE CORNER,
 DN1367'1 FOOT E OF W RIGHT-OF-WAY FENCE LINE, AND IS FLUSH WITH
 DN1367'GROUND.
 DN1367'
 DN1367'THE AZIMUTH MARK WILL BE DESTROYED IN THE NEAR FUTURE AS IT
 DN1367'IS NOW IN THE RIGHT-OF-WAY OF A TEXAS FARM TO MARKET HIGHWAY WHICH
 DN1367'WILL BE CONSTRUCTED THIS SUMMER OR EARLY THIS FALL.  THE FENCES
 DN1367'HAVE BEEN SET BACK ON THE NEW RIGHT-OF-WAY LINES AND THE MARK
 DN1367'WILL BE DESTROYED.
 DN1367
 DN1367                          STATION RECOVERY (1955)
 DN1367
 DN1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 DN1367'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN1367'DESCRIBED.  DUE TO NEW ROAD CONSTRUCTION, THE AZIMUTH MARK
 DN1367'WAS RESET ON EXACTLY THE SAME LINE TO THE STATION AND ABOUT
 DN1367'20 FEET NEARER THE STATION.  THE OLD MARK WAS THEN REMOVED.
 DN1367'
 DN1367'A TRUCK CAN BE DRIVEN TO THE STATION FROM THE ABANDONED HOUSE
 DN1367'BY DRIVING TO THE LEFT OF THE HOUSE AND BUTTE ABOUT 0.1 MILE TO
 DN1367'A GATE IN A N-S FENCE, THEN CONTINUE ALONG THE SOUTH SIDE OF
 DN1367'THE BUTTE ABOUT 0.1 MILE AND THEN BEAR RIGHT UP THE SOUTH SLOPE
 DN1367'OF THE BUTTE TO THE TOP THEN LEFT ALONG THE TOP 0.1 MILE
 DN1367'TO THE STATION NEAR THE WEST END.
 DN1367
 DN1367                          STATION RECOVERY (1958)
 DN1367
 DN1367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1367'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 DN1367'THE AZIMUTH MARK HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 DN1367'DUE TO ROAD CHANGES A NEW DESCRIPTION OF HOW TO REACH THE STATION
 DN1367'IS AS FOLLOWS--TO REACH THE STATION FROM THE JUNCTION OF STATE
 DN1367'HIGHWAY 24 AND STATE HIGHWAY 114 IN BRIDGEPORT, GO SOUTH ON
 DN1367'STATE HIGHWAY 114 FOR 1 MILE TO JUNCTION OF FARM ROAD 2123,
 DN1367'THENCE WEST AND SOUTH ALONG FARM ROAD 2123 FOR 3.3 MILES TO
 DN1367'A GRADED T-ROAD WEST, THENCE WEST ON T-ROAD FOR 0.4 MILE TO
 DN1367'A BEND IN ROAD AND END OF TRUCK TRAVEL.  PACK NORTHWEST FOR
 DN1367'ABOUT 1/2 MILE TO WEST END OF MESA AND STATION.
 DN1367
 DN1367                          STATION RECOVERY (1960)
 DN1367
 DN1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWY)
 DN1367'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1367'
 DN1367'TO REACH THE STATION, TURN RIGHT ONTO F.M. 2123 SOUTH OF
 DN1367'BRIDGEPORT.  CONTINUE FOR 3.4 MILES TO A DIRT ROAD ON THE
 DN1367'RIGHT.  TURN RIGHT AND GO 0.45 MILE WEST TO OLD ROAD ON RIGHT
 DN1367'ACROSS ROAD FROM FARM HOUSE.  WALK THROUGH GATE ON EAST SIDE
 DN1367'OF A NORTH-SOUTH FENCE LINE.  CROSS NORTH-SOUTH FENCE AND FOLLOW
 DN1367'IT TO TOP OF MESA.  GO WEST TO WEST END OF MESA AND STATION ON
 DN1367'HIGHEST GROUND.
 DN1367
 DN1367                          STATION RECOVERY (1968)
 DN1367
 DN1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WH)
 DN1367'STATION MARK, REFERENCE MARK NO. 1 AND NO. 2 RECOVERED AS
 DN1367'DESCRIBED.  AZIMUTH MARK NOT SEARCHED FOR.
 DN1367
 DN1367                          STATION RECOVERY (1997)
 DN1367
 DN1367'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6521 ***********************************************************************
 AW6521  DESIGNATION -  VORTAC HOUSTON RAD HOU
 AW6521  PID         -  AW6521
 AW6521  STATE/COUNTY-  TX/HARRIS
 AW6521  USGS QUAD   -  PARK PLACE (1995)
 AW6521
 AW6521                         *CURRENT SURVEY CONTROL
 AW6521  ___________________________________________________________________
 AW6521* NAD 83(1993)-  29 38 33.21302(N)    095 16 15.06403(W)     ADJUSTED  
 AW6521* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6521  ___________________________________________________________________
 AW6521  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW6521  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6521
 AW6521  HORZ ORDER  -  THIRD
 AW6521
 AW6521.The horizontal coordinates were established by classical geodetic methods
 AW6521.and adjusted by the National Geodetic Survey in February 1996..
 AW6521
 AW6521.The orthometric height was scaled from a topographic map.
 AW6521
 AW6521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6521
 AW6521.The geoid height was determined by GEOID03.
 AW6521
 AW6521;                    North         East     Units Scale Factor Converg.
 AW6521;SPC TXSC     - 4,206,266.648   960,988.775   MT  0.99987761   +1 49 37.0
 AW6521;SPC TXSC     -13,800,059.83  3,152,844.01   sFT  0.99987761   +1 49 37.0
 AW6521;UTM  15      - 3,281,334.386   280,171.425   MT  1.00019629   -1 07 24.9
 AW6521
 AW6521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6521!SPC TXSC     -   1.00000426  x   0.99987761  =   0.99988187
 AW6521!UTM  15      -   1.00000426  x   1.00019629  =   1.00020055
 AW6521
 AW6521                          SUPERSEDED SURVEY CONTROL
 AW6521
 AW6521  NAD 83(1986)-  29 38 33.22742(N)    095 16 15.04396(W) AD(       ) 4
 AW6521  NAD 27      -  29 38 32.39726(N)    095 16 14.27446(W) AD(       ) 3
 AW6521
 AW6521.Superseded values are not recommended for survey control.
 AW6521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6521.See file dsdata.txt to determine how the superseded data were derived.
 AW6521
 AW6521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8017181334(NAD 83)
 AW6521
 AW6521  HISTORY     - Date     Condition        Report By
 AW6521  HISTORY     - UNK      MONUMENTED
 AW6521  HISTORY     - 1963     GOOD             CGS
 AW6521  HISTORY     - 1968     GOOD             CGS
 AW6521
 AW6521                          STATION DESCRIPTION
 AW6521
 AW6521'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6521'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING.
 AW6521'DUE TO THE ENLARGEMENT OF THE FIELD THE VOR IS NOW IN THE EXTREME
 AW6521'SOUTHEAST CORNER OF THE FIELD, 0.3 MILE NORTHWEST OF BRANIFF AND
 AW6521'MONROE ROADS WHICH BORDER THE AIRPORT ON THE SOUTH AND EAST SIDES
 AW6521'RESPECTIVELY.  THE AIRPORT IS NOW KNOWN AS THE HOUSTON
 AW6521'INTERNATIONAL AIRPORT.
 AW6521
 AW6521                          STATION RECOVERY (1968)
 AW6521
 AW6521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6521'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.T. IN THE 1963
 AW6521'RECOVERY DESCRIPTION EXCEPT THE NAME OF THE STATION WAS CHANGED.
 AW6521'THE NAME ON ALL PREVIOUS RECORDS WAS--VOR HOUSTON RADIO HOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0793 ***********************************************************************
 DO0793  DESIGNATION -  VORTAC WICHITA FALLS RADIO SPS
 DO0793  PID         -  DO0793
 DO0793  STATE/COUNTY-  TX/WICHITA
 DO0793  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0793
 DO0793                         *CURRENT SURVEY CONTROL
 DO0793  ___________________________________________________________________
 DO0793* NAD 83(1993)-  33 59 14.16274(N)    098 35 36.60083(W)     ADJUSTED  
 DO0793* NAVD 88     -                                                        
 DO0793  ___________________________________________________________________
 DO0793  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DO0793  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DO0793
 DO0793  HORZ ORDER  -  THIRD
 DO0793
 DO0793.The horizontal coordinates were established by classical geodetic methods
 DO0793.and adjusted by the National Geodetic Survey in February 1996..
 DO0793
 DO0793
 DO0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0793
 DO0793.The geoid height was determined by GEOID03.
 DO0793
 DO0793;                    North         East     Units Scale Factor Converg.
 DO0793;SPC TXNC     - 2,257,348.473   591,360.664   MT  1.00000581   -0 03 03.6
 DO0793;SPC TXNC     - 7,405,984.12  1,940,155.78   sFT  1.00000581   -0 03 03.6
 DO0793;UTM  14      - 3,760,818.670   537,545.092   MT  0.99961738   +0 13 38.1
 DO0793
 DO0793                          SUPERSEDED SURVEY CONTROL
 DO0793
 DO0793  NAD 83(1993)-  33 59 14.16282(N)    098 35 36.60057(W) AD(       ) 4
 DO0793  NAD 83(1986)-  33 59 14.16625(N)    098 35 36.58813(W) AD(       ) 4
 DO0793  NAD 27      -  33 59 13.82620(N)    098 35 35.37771(W) AD(       ) 3
 DO0793
 DO0793.Superseded values are not recommended for survey control.
 DO0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0793.See file dsdata.txt to determine how the superseded data were derived.
 DO0793
 DO0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3754560819(NAD 83)
 DO0793
 DO0793  HISTORY     - Date     Condition        Report By
 DO0793  HISTORY     - UNK      MONUMENTED
 DO0793  HISTORY     - 1968     GOOD             CGS
 DO0793  HISTORY     - 20010525 GOOD             USPSQD
 DO0793
 DO0793                          STATION DESCRIPTION
 DO0793
 DO0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JVT)
 DO0793'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DO0793'
 DO0793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 5-1/2
 DO0793'MILES NORTHWEST OF WICHITA FALLS.
 DO0793
 DO0793                          STATION RECOVERY (2001)
 DO0793
 DO0793'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1169 ***********************************************************************
 CA1169  DESIGNATION -  VOSS
 CA1169  PID         -  CA1169
 CA1169  STATE/COUNTY-  TX/COLEMAN
 CA1169  USGS QUAD   -  LEADAY (1987)
 CA1169
 CA1169                         *CURRENT SURVEY CONTROL
 CA1169  ___________________________________________________________________
 CA1169* NAD 83(1993)-  31 37 17.72476(N)    099 38 26.04282(W)     ADJUSTED  
 CA1169* NAVD 88     -       547.5    (meters)    1796.     (feet)  VERTCON   
 CA1169  ___________________________________________________________________
 CA1169  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CA1169  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 CA1169
 CA1169  HORZ ORDER  -  SECOND
 CA1169
 CA1169.The horizontal coordinates were established by classical geodetic methods
 CA1169.and adjusted by the National Geodetic Survey in February 1996..
 CA1169
 CA1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1169
 CA1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1169
 CA1169.The geoid height was determined by GEOID03.
 CA1169
 CA1169;                    North         East     Units Scale Factor Converg.
 CA1169;SPC TX C     - 3,216,923.145   765,724.690   MT  0.99994017   +0 21 24.5
 CA1169;SPC TX C     -10,554,188.68  2,512,215.09   sFT  0.99994017   +0 21 24.5
 CA1169;UTM  14      - 3,498,671.137   439,247.232   MT  0.99964552   -0 20 09.1
 CA1169
 CA1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1169!SPC TX C     -   0.99991798  x   0.99994017  =   0.99985815
 CA1169!UTM  14      -   0.99991798  x   0.99964552  =   0.99956352
 CA1169
 CA1169:                Primary Azimuth Mark                     Grid Az
 CA1169:SPC TX C     -  PANTHER                                  063 37 31.4
 CA1169:UTM  14      -  PANTHER                                  064 19 05.0
 CA1169
 CA1169|---------------------------------------------------------------------|
 CA1169| PID    Reference Object                     Distance      Geod. Az  |
 CA1169|                                                           dddmmss.s |
 CA1169| CA1166 PANTHER                             APPROX.10.0 KM 0635855.9 |
 CA1169| CV5718 VOSS RM 1                            26.150 METERS 20233     |
 CA1169| CV5719 VOSS RM 2                            24.070 METERS 28757     |
 CA1169|---------------------------------------------------------------------|
 CA1169
 CA1169                          SUPERSEDED SURVEY CONTROL
 CA1169
 CA1169  NAD 83(1986)-  31 37 17.73226(N)    099 38 26.02849(W) AD(       ) 2
 CA1169  NAD 27      -  31 37 17.18721(N)    099 38 24.76952(W) AD(       ) 2
 CA1169  NGVD 29 (07/19/86)  547.4    (m)         1796.     (f) VERT ANG       
 CA1169
 CA1169.Superseded values are not recommended for survey control.
 CA1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1169.See file dsdata.txt to determine how the superseded data were derived.
 CA1169
 CA1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV3924798671(NAD 83)
 CA1169_MARKER: DD = SURVEY DISK
 CA1169_SETTING: 66 = SET IN ROCK OUTCROP
 CA1169_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1169
 CA1169  HISTORY     - Date     Condition        Report By
 CA1169  HISTORY     - 1967     MONUMENTED       USGS
 CA1169
 CA1169                          STATION DESCRIPTION
 CA1169
 CA1169'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1169'THE STATION IS LOCATED 9.0 MILES SOUTH AND 5.5 MILES WEST
 CA1169'OF VALERA, 4.3 MILES WEST AND 0.3 MILE NORTH OF VOSS, ON
 CA1169'A LOW BRUSHY RIDGE 0.15 MILE NORTH OF AN EAST-WEST TRACK
 CA1169'ROAD AND 5 FEET EAST OF A WITNESS SIGN.
 CA1169'
 CA1169'TO REACH FROM THE VOSS POST OFFICE, GO 0.2 MILE SOUTHWEST
 CA1169'ON FARM ROAD 503 TO GRAVEL ROAD RIGHT (WEST), THENCE 2.8
 CA1169'MILES WEST ON GRAVEL ROAD TO CROSSROADS OFFSET TO THE RIGHT,
 CA1169'THENCE 1.2 MILES WEST TO HOUSE ON THE LEFT, THENCE RIGHT
 CA1169'(NORTH) THRU LOCKED GATE, THENCE SHARP LEFT 0.2 MILE WEST
 CA1169'ALONG NORTH SIDE OF EAST-WEST FENCE ON DIM TRACK ROAD TO
 CA1169'CREST.  LEAVE ROAD AND GO 0.15 MILE NORTH ACROSS COUNTRY
 CA1169'TO STATION SITE.
 CA1169'
 CA1169'STATION MARK--A USGS BRONZE TABLET CEMENTED IN BEDROCK.
 CA1169'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED VOSS ET 1967.
 CA1169'
 CA1169'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CEMENTED IN BEDROCK.
 CA1169'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED VOSS ET 1967
 CA1169'NO. 1.
 CA1169'
 CA1169'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CEMENTED IN BEDROCK.
 CA1169'THE TRABLET IS SET FLUSH WITH GROUND AND STAMPED VOSS ET
 CA1169'1967 NO. 2.
 CA1169'
 CA1169'STATION PANTHER ET 1967.  6.2 MILES EAST-NORTHEAST, IS VISIBLE FROM
 CA1169'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CA1169'
 CA1169'ELEVATION = 1795.6 FEET (PLANETABLE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2112 ***********************************************************************
 BL2112  DESIGNATION -  VOTAW
 BL2112  PID         -  BL2112
 BL2112  STATE/COUNTY-  TX/HARDIN
 BL2112  USGS QUAD   -  VOTAW (1984)
 BL2112
 BL2112                         *CURRENT SURVEY CONTROL
 BL2112  ___________________________________________________________________
 BL2112* NAD 83(1993)-  30 24 55.90572(N)    094 39 18.95122(W)     ADJUSTED  
 BL2112* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 BL2112  ___________________________________________________________________
 BL2112  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BL2112  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL2112
 BL2112  HORZ ORDER  -  SECOND
 BL2112
 BL2112.The horizontal coordinates were established by classical geodetic methods
 BL2112.and adjusted by the National Geodetic Survey in February 1996..
 BL2112
 BL2112.The orthometric height was scaled from a topographic map.
 BL2112
 BL2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2112
 BL2112.The geoid height was determined by GEOID03.
 BL2112
 BL2112;                    North         East     Units Scale Factor Converg.
 BL2112;SPC TX C     - 3,096,935.608 1,245,285.914   MT  0.99993365   +2 55 28.3
 BL2112;SPC TX C     -10,160,529.57  4,085,575.54   sFT  0.99993365   +2 55 28.3
 BL2112;UTM  15      - 3,365,993.711   341,012.030   MT  0.99991184   -0 50 17.5
 BL2112
 BL2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2112!SPC TX C     -   1.00000025  x   0.99993365  =   0.99993390
 BL2112!UTM  15      -   1.00000025  x   0.99991184  =   0.99991209
 BL2112
 BL2112|---------------------------------------------------------------------|
 BL2112| PID    Reference Object                     Distance      Geod. Az  |
 BL2112|                                                           dddmmss.s |
 BL2112| BL2113 VOTAW 1952 RM 1                      43.723 METERS 17929     |
 BL2112| BL2128 MOSS HILL TRKLINE GAS CO MAST       APPROX.16.2 KM 2151707.5 |
 BL2112| CV8564 VOTAW RM 2                           74.368 METERS 21942     |
 BL2112| CV8563 VOTAW AZ MK                                        3032514.5 |
 BL2112|---------------------------------------------------------------------|
 BL2112
 BL2112                          SUPERSEDED SURVEY CONTROL
 BL2112
 BL2112  NAD 83(1986)-  30 24 55.92131(N)    094 39 18.93762(W) AD(       ) 2
 BL2112  NAD 27      -  30 24 55.17900(N)    094 39 18.21100(W) AD(       ) 2
 BL2112
 BL2112.Superseded values are not recommended for survey control.
 BL2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2112.See file dsdata.txt to determine how the superseded data were derived.
 BL2112
 BL2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP4101265994(NAD 83)
 BL2112_MARKER: DS = TRIANGULATION STATION DISK
 BL2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2112
 BL2112  HISTORY     - Date     Condition        Report By
 BL2112  HISTORY     - 1952     MONUMENTED       CGS
 BL2112
 BL2112                          STATION DESCRIPTION
 BL2112
 BL2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2112'THE STATION IS LOCATED ABOUT 1.8 MILES SOUTHEAST OF VOTAW
 BL2112'IN THE NORTHEAST CORNER OF A CLEARING, JUST NORTH OF THE
 BL2112'VOTAW LOOKOUT TOWER, 206 FEET EAST OF THE CENTER OF FARM
 BL2112'ROAD 787 AND 8 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 BL2112'VOTAW 1952 AND IS FLUSH WITH THE GROUND SURFACE.
 BL2112'
 BL2112'REFERENCE MARK NO. 1 IS DIRECTLY BENEATH THE CENTER OF LOOKOUT
 BL2112'TOWER, 105 FEET EAST OF THE CENTER OF FARM ROAD 787.  IT IS
 BL2112'STAMPED VOTAW NO 1 1952 AND IS FLUSH WITH THE GROUND SURFACE.
 BL2112'
 BL2112'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 37 FEET
 BL2112'WEST OF THE CENTER OF FARM ROAD 787.  IT IS STAMPED VOTAW
 BL2112'NO 2 1952 AND PROJECTS 6 INCHES.
 BL2112'
 BL2112'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 163.18
 BL2112'FEET.
 BL2112'
 BL2112'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 37 FEET WEST
 BL2112'OF THE CENTER OF FARM ROAD 787 AND 2 FEET SOUTH OF A WITNESS
 BL2112'POST.  IT IS STAMPED VOTAW 1952 AND PROJECTS 6 INCHES.
 BL2112'
 BL2112'TO REACH THE STATION FROM THE POST OFFICE IN VOTAW, GO SOUTHEAST
 BL2112'ON FARM ROAD 787 FOR 1.5 MILES TO AZIMUTH MARK ON RIGHT
 BL2112'AS DESCRIBED, CONTINUE SOUTHEAST FOR 0.4 MILE TO STATION
 BL2112'ON LEFT JUST NORTH OF LOOKOUT TOWER AS DESCRIBED.
 BL2112'
 BL2112'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2113 ***********************************************************************
 BL2113  DESIGNATION -  VOTAW 1952 RM 1
 BL2113  PID         -  BL2113
 BL2113  STATE/COUNTY-  TX/HARDIN
 BL2113  USGS QUAD   -  VOTAW (1984)
 BL2113
 BL2113                         *CURRENT SURVEY CONTROL
 BL2113  ___________________________________________________________________
 BL2113* NAD 83(1993)-  30 24 54.48593(N)    094 39 18.93652(W)     ADJUSTED  
 BL2113* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 BL2113  ___________________________________________________________________
 BL2113  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BL2113  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL2113
 BL2113  HORZ ORDER  -  SECOND
 BL2113
 BL2113.The horizontal coordinates were established by classical geodetic methods
 BL2113.and adjusted by the National Geodetic Survey in February 1996..
 BL2113
 BL2113.The orthometric height was scaled from a topographic map.
 BL2113
 BL2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2113
 BL2113.The geoid height was determined by GEOID03.
 BL2113
 BL2113;                    North         East     Units Scale Factor Converg.
 BL2113;SPC TX C     - 3,096,891.967 1,245,288.536   MT  0.99993372   +2 55 28.4
 BL2113;SPC TX C     -10,160,386.40  4,085,584.14   sFT  0.99993372   +2 55 28.4
 BL2113;UTM  15      - 3,365,949.993   341,011.783   MT  0.99991184   -0 50 17.4
 BL2113
 BL2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2113!SPC TX C     -   1.00000025  x   0.99993372  =   0.99993397
 BL2113!UTM  15      -   1.00000025  x   0.99991184  =   0.99991209
 BL2113
 BL2113                          SUPERSEDED SURVEY CONTROL
 BL2113
 BL2113  NAD 83(1986)-  30 24 54.50153(N)    094 39 18.92292(W) AD(       ) 2
 BL2113  NAD 27      -  30 24 53.75900(N)    094 39 18.19600(W) AD(       ) 2
 BL2113
 BL2113.Superseded values are not recommended for survey control.
 BL2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2113.See file dsdata.txt to determine how the superseded data were derived.
 BL2113
 BL2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP4101265950(NAD 83)
 BL2113_MARKER: 57 = LOOKOUT TOWER
 BL2113
 BL2113  HISTORY     - Date     Condition        Report By
 BL2113  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2113
 BL2113                          STATION DESCRIPTION
 BL2113
 BL2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2113'THE STATION IS LOCATED ABOUT 1.8 MILES SOUTHEAST OF VOTAW,
 BL2113'105 FEET EAST OF THE CENTER OF FARM ROAD 787.  IT IS A FOUR
 BL2113'LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED CAB AND
 BL2113'HAS AN OVERALL HEIGHT OF 110 FEET.
 BL2113'
 BL2113'THE POINT OBSERVED WAS VOTAW R.M. NO. 1.  (DIRECTLY BENEATH
 BL2113'CENTER OF LOOKOUT TOWER.)
 BL2113'
 BL2113'TO REACH THE STATION FROM THE POST OFFICE IN VOTAW, GO SOUTHEAST
 BL2113'ON FARM ROAD 787 FOR 1.9 MILES TO STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0743 ***********************************************************************
 DO0743  DESIGNATION -  VOYLES
 DO0743  PID         -  DO0743
 DO0743  STATE/COUNTY-  TX/JACK
 DO0743  USGS QUAD   -  ANTELOPE (1981)
 DO0743
 DO0743                         *CURRENT SURVEY CONTROL
 DO0743  ___________________________________________________________________
 DO0743* NAD 83(1993)-  33 23 20.93472(N)    098 21 49.02473(W)     ADJUSTED  
 DO0743* NAVD 88     -       337.9    (meters)    1109.     (feet)  VERTCON   
 DO0743  ___________________________________________________________________
 DO0743  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 DO0743  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DO0743
 DO0743  HORZ ORDER  -  FIRST
 DO0743
 DO0743.The horizontal coordinates were established by classical geodetic methods
 DO0743.and adjusted by the National Geodetic Survey in February 1996..
 DO0743
 DO0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0743
 DO0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0743
 DO0743.The geoid height was determined by GEOID03.
 DO0743
 DO0743;                    North         East     Units Scale Factor Converg.
 DO0743;SPC TXNC     - 2,191,015.511   612,687.693   MT  0.99988991   +0 04 27.8
 DO0743;SPC TXNC     - 7,188,356.72  2,010,126.21   sFT  0.99988991   +0 04 27.8
 DO0743;UTM  14      - 3,694,610.227   559,186.297   MT  0.99964319   +0 21 00.8
 DO0743
 DO0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0743!SPC TXNC     -   0.99995136  x   0.99988991  =   0.99984127
 DO0743!UTM  14      -   0.99995136  x   0.99964319  =   0.99959456
 DO0743
 DO0743|---------------------------------------------------------------------|
 DO0743| PID    Reference Object                     Distance      Geod. Az  |
 DO0743|                                                           dddmmss.s |
 DO0743| CX8921 VOYLES RM 1                           7.997 METERS 13300     |
 DO0743| DO0744 VOYLES AZ MK                        APPROX. 0.8 KM 1680920.6 |
 DO0743| CX8922 VOYLES RM 2                          10.714 METERS 29830     |
 DO0743|---------------------------------------------------------------------|
 DO0743
 DO0743                          SUPERSEDED SURVEY CONTROL
 DO0743
 DO0743  NAD 83(1993)-  33 23 20.93531(N)    098 21 49.02307(W) AD(       ) 1
 DO0743  NAD 83(1986)-  33 23 20.93711(N)    098 21 49.01100(W) AD(       ) 1
 DO0743  NAD 27      -  33 23 20.54055(N)    098 21 47.83179(W) AD(       ) 1
 DO0743  NGVD 29 (07/19/86)  337.8    (m)         1108.     (f) VERT ANG       
 DO0743
 DO0743.Superseded values are not recommended for survey control.
 DO0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0743.See file dsdata.txt to determine how the superseded data were derived.
 DO0743
 DO0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5918694610(NAD 83)
 DO0743_MARKER: DS = TRIANGULATION STATION DISK
 DO0743_SETTING: 80 = SET IN A BOULDER
 DO0743_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DO0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0743+STABILITY: SURFACE MOTION
 DO0743
 DO0743  HISTORY     - Date     Condition        Report By
 DO0743  HISTORY     - 1965     MONUMENTED       CGS
 DO0743  HISTORY     - 1978     GOOD             NGS
 DO0743  HISTORY     - 20010325 GOOD             USPSQD
 DO0743  HISTORY     - 20050416 GOOD             USPSQD
 DO0743
 DO0743                          STATION DESCRIPTION
 DO0743
 DO0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JC)
 DO0743'THIS STATION NOT OCCUPIED.
 DO0743'
 DO0743'THE STATION IS ABOUT 16 MILES NORTHWEST OF JACKSBORO, 9 MILES
 DO0743'NORTH OF JERMYN, 3-1/2 MILES SOUTH OF ANTELOPE, ON A ROCK
 DO0743'AND BRUSH COVERED HILL OWNED BY MR. R.E. VOYLES OF LOVING.
 DO0743'
 DO0743'TO REACH THE STATION FROM BOLTONS STORE AND POST OFFICE
 DO0743'IN ANTELOPE, GO SOUTH ON FARM ROAD 184 FOR 1.9 MILES
 DO0743'TO THE INTERSECTION WITH U.S. HIGHWAY 281.  TURN LEFT AND
 DO0743'GO SOUTH ON U.S. HIGHWAY 281 FOR 1.95 MILES TO A
 DO0743'POINT JUST WEST OF THE STATION.  CONTINUE SOUTH ON
 DO0743'U.S. HIGHWAY 281 FOR 0.3 MILE TO A GATE ON THE LEFT.  TURN
 DO0743'LEFT, PASSING THROUGH THE GATE, AND GO NORTH-NORTHEAST
 DO0743'ON A TRACK ROAD FOR ABOUT 0.15 MILE, THENCE LEAVE THE
 DO0743'ROAD AND PICK THE BEST ROUTE NORTHERLY THROUGH DEAD BRUSH
 DO0743'AND TREES TO THE TOP OF THE HILL AND THE STATION.
 DO0743'
 DO0743'THE STATION MARK IS A STANDARD DISK, STAMPED VOYLES 1965,
 DO0743'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 5
 DO0743'INCHES.  IT IS 11 PACES EAST OF THE RIGHT-OF-WAY FENCE
 DO0743'AT THE WEST EDGE OF THE HILLTOP.
 DO0743'
 DO0743'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VOYLES NO 1 1965,
 DO0743'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3
 DO0743'INCHES.
 DO0743'
 DO0743'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VOYLES NO 2 1965,
 DO0743'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2
 DO0743'INCHES.
 DO0743'
 DO0743'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED VOYLES 1965,
 DO0743'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0743'DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS AT A
 DO0743'FENCE CORNER NEAR A WITNESS POST.  TO REACH THE AZIMUTH
 DO0743'MARK FROM THE GATE MENTIONED ABOVE, GO SOUTH FOR 0.3 MILE
 DO0743'TO A SIDE ROAD ON THE LEFT AND THE MARK.
 DO0743'
 DO0743'NOTE--THE ABOVE INFORMATION WAS FURNISHED BY THE RECONNAISSANCE
 DO0743'PARTY AND THE BUILDING FORMAN.
 DO0743'
 DO0743'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DO0743
 DO0743                          STATION RECOVERY (1978)
 DO0743
 DO0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0743'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SET IN 1965
 DO0743'BUT NOT POSITIONED UNTIL THIS TIME.  IT IS NOT KNOWN IF AN
 DO0743'AZIMUTH MARK WAS SET IN 1965.
 DO0743'
 DO0743'THE STATION IS LOCATED 16 MILES NORTHWEST OF JACKSBORO, 3-1/2
 DO0743'MILES SOUTH OF THE VILLAGE OF ANTELOPE, 2 MILES SOUTHEAST OF
 DO0743'THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 187 LOOP,
 DO0743'ON A LOW ROCKY KNOLL BISECTED BY A HIGHWAY CUT, ON PROPERTY OF
 DO0743'R. E. VOYLES, LOVING, TEXAS, PHONE 378-2336.
 DO0743'
 DO0743'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSBORO, GO NORTH
 DO0743'ON U.S. HIGHWAY 281 AND STATE HIGHWAY 114 FOR 7.5 MILES TO A
 DO0743'ROAD LEFT (HIGHWAY 114 TURNS LEFT).  CONTINUE NORTHWEST ON
 DO0743'HIGHWAY 281 FOR 8.6 MILES TO ITS JUNCTION WITH
 DO0743'FARM MARKET ROAD 1191
 DO0743'ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 281 FOR 1.6 MILES TO A
 DO0743'CROSSROAD.  CONTINUE ON HIGHWAY 281 FOR 0.15 MILE TO A FARM
 DO0743'LANE ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DO0743'ON HIGHWAY 281 FOR 0.3 MILE TO THE SOUTH END OF A 25 FOOT
 DO0743'HIGH CUTBANK ON THE RIGHT AND THE STATION ON THE RIGHT.
 DO0743'
 DO0743'STATION MARK, STAMPED---VOYLES 1965---, IS A STANDARD DISK
 DO0743'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT X 6 INCH HIGH
 DO0743'BOULDER.  IT IS 52 FEET EAST OF A FENCE, 30 FEET
 DO0743'NORTHEAST OF A FENCE POST AT A BEND IN THE FENCE LINE, AND 23
 DO0743'FEET EAST OF A METAL WITNESS POST.
 DO0743'
 DO0743'REFERENCE MARK 1, STAMPED---VOYLES NO 1 1965---, IS A
 DO0743'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT X 4
 DO0743'INCH HIGH FLAT BOULDER.  IT IS 49 FEET EAST-NORTHEAST OF THE
 DO0743'FENCE POST AT THE BEND IN THE FENCE LINE, 48 FEET SOUTHEAST OF
 DO0743'THE WITNESS POST, AND 47 FEET EAST OF THE FENCE.
 DO0743'
 DO0743'REFERENCE MARK 2, STAMPED---VOYLES N0 2 1965---, IS A
 DO0743'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT X 4
 DO0743'INCH HIGH BOULDER.  IT IS 21 FEET NORTH-NORTHEAST OF THE
 DO0743'WITNESS POST, 11.5 FEET EAST OF THE FENCE, AND LEVEL WITH THE
 DO0743'TOP OF THE FENCE.
 DO0743'
 DO0743'AZIMUTH MARK, STAMPED---VOYLES 1965 1978---, IS A STANDARD
 DO0743'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH
 DO0743'WITH THE GROUND.  IT IS 66.5 FEET WEST OF THE ROAD CENTER, 26
 DO0743'FEET NORTH OF THE EXTENDED CENTER OF THE FARM LANE ACROSS THE
 DO0743'ROAD, 35 FEET NORTH OF A VEE FENCE CORNER, 5.5 FEET NORTHEAST
 DO0743'OF A UTILITY POLE WITH LINES ACROSS THE ROAD, 3.0 FEET
 DO0743'SOUTHEAST OF A METAL WITNESS POST, AND 2.7 FEET EAST OF A
 DO0743'FENCE.
 DO0743'
 DO0743'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
 DO0743
 DO0743                          STATION RECOVERY (2001)
 DO0743
 DO0743'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0743'RECOVERED IN GOOD CONDITION.
 DO0743
 DO0743                          STATION RECOVERY (2005)
 DO0743
 DO0743'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0744 ***********************************************************************
 DO0744  DESIGNATION -  VOYLES AZ MK
 DO0744  PID         -  DO0744
 DO0744  STATE/COUNTY-  TX/JACK
 DO0744  USGS QUAD   -  ANTELOPE (1981)
 DO0744
 DO0744                         *CURRENT SURVEY CONTROL
 DO0744  ___________________________________________________________________
 DO0744* NAD 83(1993)-  33 22 55.72703(N)    098 21 42.72337(W)     ADJUSTED  
 DO0744* NAVD 88     -       335.9    (meters)    1102.     (feet)  VERTCON   
 DO0744  ___________________________________________________________________
 DO0744  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DO0744  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DO0744
 DO0744  HORZ ORDER  -  SECOND
 DO0744
 DO0744.The horizontal coordinates were established by classical geodetic methods
 DO0744.and adjusted by the National Geodetic Survey in February 1996..
 DO0744
 DO0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0744
 DO0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0744
 DO0744.The geoid height was determined by GEOID03.
 DO0744
 DO0744;                    North         East     Units Scale Factor Converg.
 DO0744;SPC TXNC     - 2,190,239.194   612,851.552   MT  0.99988920   +0 04 31.2
 DO0744;SPC TXNC     - 7,185,809.76  2,010,663.80   sFT  0.99988920   +0 04 31.2
 DO0744;UTM  14      - 3,693,834.898   559,353.851   MT  0.99964343   +0 21 04.0
 DO0744
 DO0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0744!SPC TXNC     -   0.99995167  x   0.99988920  =   0.99984088
 DO0744!UTM  14      -   0.99995167  x   0.99964343  =   0.99959512
 DO0744
 DO0744                          SUPERSEDED SURVEY CONTROL
 DO0744
 DO0744  NAD 83(1993)-  33 22 55.72763(N)    098 21 42.72166(W) AD(       ) 2
 DO0744  NAD 83(1986)-  33 22 55.72944(N)    098 21 42.70965(W) AD(       ) 2
 DO0744  NAD 27      -  33 22 55.33208(N)    098 21 41.53053(W) AD(       ) 2
 DO0744  NGVD 29 (07/19/86)  335.8    (m)         1102.     (f) VERT ANG       
 DO0744
 DO0744.Superseded values are not recommended for survey control.
 DO0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0744.See file dsdata.txt to determine how the superseded data were derived.
 DO0744
 DO0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5935493835(NAD 83)
 DO0744_MARKER: DZ = AZIMUTH MARK DISK
 DO0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0744
 DO0744  HISTORY     - Date     Condition        Report By
 DO0744  HISTORY     - 1978     MONUMENTED       NGS
 DO0744  HISTORY     - 20010325 GOOD             USPSQD
 DO0744  HISTORY     - 20050416 GOOD             USPSQD
 DO0744
 DO0744                          STATION DESCRIPTION
 DO0744
 DO0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0744'THE STATION IS LOCATED 16 MILES NORTHWEST OF JACKSBORO, 3-3/4
 DO0744'MILES SOUTH OF THE VILLAGE OF ANTELOPE, 2-1/4 MILES SOUTHEAST
 DO0744'OF THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 187 LOOP,
 DO0744'ON THE RIGHT-OF-WAY OF HIGHWAY 281.
 DO0744'
 DO0744'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSBORO, GO
 DO0744'NORTH ON U.S. HIGHWAY 281 AND STATE HIGHWAY 114 FOR 7.5 MILES
 DO0744'TO A ROAD LEFT (HIGHWAY 114 TURNS LEFT).  CONTINUE ON HIGHWAY
 DO0744'281 FOR 8.6 MILES TO ITS JUNCTION WITH FARM MARKET ROAD 1191.
 DO0744'CONTINUE NORTH ON HIGHWAY 281 FOR 1.6 MILES TO A CROSS ROAD.
 DO0744'CONTINUE ON HIGHWAY 281 FOR 0.15 MILE TO A FARM LANE ON THE
 DO0744'RIGHT AND THE STATION ON THE LEFT.
 DO0744'
 DO0744'STATION MARK, STAMPED---VOYLES 1965 1978---, IS A STANDARD
 DO0744'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0744'MONUMENT FLUSH WITH THE GROUND.  IT IS 66.5 FEET WEST OF
 DO0744'THE ROAD CENTER, 26 FEET NORTH OF THE EXTENDED CENTER OF THE
 DO0744'FARM LANE, 35 FEET NORTH OF A VEE FENCE CORNER, 5.5 FEET
 DO0744'NORTHEAST OF A UTILITY POLE WITH LINES ACROSS THE ROAD, 3.0
 DO0744'FEET SOUTHEAST OF A METAL WITNESS POST, AND 2.7 FEET EAST OF A
 DO0744'FENCE.
 DO0744'
 DO0744'THIS STATION WAS NOT OCCUPIED.
 DO0744'AN EDM TIE WAS MADE TO TRIANGULATION STATION VOYLES.
 DO0744
 DO0744                          STATION RECOVERY (2001)
 DO0744
 DO0744'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0744'RECOVERED IN GOOD CONDITION.
 DO0744
 DO0744                          STATION RECOVERY (2005)
 DO0744
 DO0744'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0493 ***********************************************************************
 DP0493  DESIGNATION -  VULTURE ET
 DP0493  PID         -  DP0493
 DP0493  STATE/COUNTY-  TX/KING
 DP0493  USGS QUAD   -  BUZZARD PEAK (1981)
 DP0493
 DP0493                         *CURRENT SURVEY CONTROL
 DP0493  ___________________________________________________________________
 DP0493* NAD 83(1993)-  33 30 44.01009(N)    100 02 21.88536(W)     ADJUSTED  
 DP0493* NAVD 88     -       573.4    (meters)    1881.     (feet)  VERTCON   
 DP0493  ___________________________________________________________________
 DP0493  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DP0493  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DP0493
 DP0493  HORZ ORDER  -  SECOND
 DP0493
 DP0493.The horizontal coordinates were established by classical geodetic methods
 DP0493.and adjusted by the National Geodetic Survey in February 1996..
 DP0493
 DP0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0493
 DP0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0493
 DP0493.The geoid height was determined by GEOID03.
 DP0493
 DP0493;                    North         East     Units Scale Factor Converg.
 DP0493;SPC TXNC     - 2,205,704.393   456,992.705   MT  0.99990484   -0 50 22.5
 DP0493;SPC TXNC     - 7,236,548.50  1,499,316.90   sFT  0.99990484   -0 50 22.5
 DP0493;UTM  14      - 3,708,558.077   403,465.261   MT  0.99971489   -0 34 26.1
 DP0493
 DP0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0493!SPC TXNC     -   0.99991439  x   0.99990484  =   0.99981923
 DP0493!UTM  14      -   0.99991439  x   0.99971489  =   0.99962930
 DP0493
 DP0493:                Primary Azimuth Mark                     Grid Az
 DP0493:SPC TXNC     -  ROSS ET                                  001 22 15.7
 DP0493:UTM  14      -  ROSS ET                                  001 06 19.3
 DP0493
 DP0493|---------------------------------------------------------------------|
 DP0493| PID    Reference Object                     Distance      Geod. Az  |
 DP0493|                                                           dddmmss.s |
 DP0493| DP0492 ROSS ET                             APPROX. 6.7 KM 0003153.2 |
 DP0493| CX8925 VULTURE ET RM 1                       9.998 METERS 20439     |
 DP0493| CX8926 VULTURE ET RM 2                      14.598 METERS 30612     |
 DP0493|---------------------------------------------------------------------|
 DP0493
 DP0493                          SUPERSEDED SURVEY CONTROL
 DP0493
 DP0493  NAD 83(1993)-  33 30 44.01202(N)    100 02 21.88579(W) AD(       ) 2
 DP0493  NAD 83(1986)-  33 30 44.01628(N)    100 02 21.87780(W) AD(       ) 2
 DP0493  NAD 27      -  33 30 43.69231(N)    100 02 20.52371(W) AD(       ) 2
 DP0493  NGVD 29 (07/19/86)  573.2    (m)         1881.     (f) VERT ANG       
 DP0493
 DP0493.Superseded values are not recommended for survey control.
 DP0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0493.See file dsdata.txt to determine how the superseded data were derived.
 DP0493
 DP0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC0346508558(NAD 83)
 DP0493_MARKER: DD = SURVEY DISK
 DP0493_SETTING: 66 = SET IN ROCK OUTCROP
 DP0493
 DP0493  HISTORY     - Date     Condition        Report By
 DP0493  HISTORY     - 1966     MONUMENTED       USGS
 DP0493  HISTORY     - 1974     GOOD             NGS
 DP0493
 DP0493                          STATION DESCRIPTION
 DP0493
 DP0493'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (CFL)
 DP0493'LOCATED NORTH 23 DEG EAST ABOUT 28 MILES FROM ASPERMONT, TEXAS.  AND
 DP0493'SOUTH 66 DEG EAST ABOUT 18 MILES FROM GUTHRIE, TEXAS ON TOP OF
 DP0493'A PILE OF RED-BROWN EARTH (ABOUT 8 FEET HIGH), IN AN OLD GRAVEL
 DP0493'PIT ON PROPERTY OF THE FOR SIXES (6666) RANCH, AND 3.4 FEET NNW
 DP0493'OF A USGS WITNESS SIGN ON A METAL POST.  THE STATION CAN BE
 DP0493'LOCATED ON THE LUBBOCK (NI 14-7) 1--250,000 SERIES MAP.
 DP0493'
 DP0493'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DP0493'
 DP0493'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DP0493'ROD DRIVEN TO A DEPTH OF 10 FEET (REFUSAL) CENTERED IN A 6-INCH
 DP0493'TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH
 DP0493'WITH THE GROUND AND IS STAMPED VULTURE ET 1966.
 DP0493'
 DP0493'REFERENCE MARK NO.1--A USGS BRONZE RM TABLET SET IN BEDROCK,
 DP0493'FLUSH WITH THE GROUND, RM NO. 1 IS LOCATED 32.80 FEET (9.998
 DP0493'METERS) SLOPE DISTANCE, SOUTHWEST FROM THE STATION, AND IS
 DP0493'STAMPED VULTURE ET NO. 1 1966.
 DP0493'
 DP0493'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET SET IN BEDROCK,
 DP0493'FLUSH WITH THE GROUND.  RM NO. 2 IS LOCATED 47.89 FEET (14.598
 DP0493'METERS) SLOPE DISTANCE, NORTHWEST FROM STATION MARK, AND IS STAMPED
 DP0493'VULTURE ET NO. 2 1966.
 DP0493'
 DP0493'STATION ROSS ET 1966 IS VISIBLE FROM THE GROUND AT THIS STATION
 DP0493'AND WILL SERVE AS AN AZIMUTH MARK.
 DP0493
 DP0493                          STATION RECOVERY (1974)
 DP0493
 DP0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 DP0493'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DP0493'REFERENCE MARKS NO. 1 AND 2, WERE FOUND TO HAVE BEEN DESTROYED BY
 DP0493'THE OPERATION OF ROCK-QUARRY, THE STATION MARK WILL ALSO BE
 DP0493'DESTROYED IN THE NEAR FUTURE BY QUARRY OPERATION.
 DP0493'
 DP0493'VULTURE ET 2 USGS WAS ESTABLISHED OUT OF THE QUARRY OPERATION AREA,
 DP0493'ON ANOTHER SHARP POINT PEAK, AND TRAVERSE TIE MADE BETWEEN THE TWO
 DP0493'STATIONS AS SHOWN ABOVE.
 DP0493'
 DP0493'SEE DESCRIPTION FOR VULTURE ET 2 USGS 1974.
 DP0493'
 DP0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KNOX CITY 15
 DP0493'MILES SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0494 ***********************************************************************
 DP0494  DESIGNATION -  VULTURE ET 2
 DP0494  PID         -  DP0494
 DP0494  STATE/COUNTY-  TX/KING
 DP0494  USGS QUAD   -  BUZZARD PEAK (1981)
 DP0494
 DP0494                         *CURRENT SURVEY CONTROL
 DP0494  ___________________________________________________________________
 DP0494* NAD 83(1993)-  33 30 42.03729(N)    100 02 07.39087(W)     ADJUSTED  
 DP0494* NAVD 88     -       563.4    (meters)    1848.     (feet)  VERTCON   
 DP0494  ___________________________________________________________________
 DP0494  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DP0494  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DP0494
 DP0494  HORZ ORDER  -  THIRD
 DP0494
 DP0494.The horizontal coordinates were established by classical geodetic methods
 DP0494.and adjusted by the National Geodetic Survey in February 1996..
 DP0494.No horizontal observational check was made to the station.
 DP0494
 DP0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0494
 DP0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0494
 DP0494.The geoid height was determined by GEOID03.
 DP0494
 DP0494;                    North         East     Units Scale Factor Converg.
 DP0494;SPC TXNC     - 2,205,638.151   457,365.817   MT  0.99990476   -0 50 14.6
 DP0494;SPC TXNC     - 7,236,331.17  1,500,541.02   sFT  0.99990476   -0 50 14.6
 DP0494;UTM  14      - 3,708,493.578   403,838.605   MT  0.99971400   -0 34 18.1
 DP0494
 DP0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0494!SPC TXNC     -   0.99991596  x   0.99990476  =   0.99982073
 DP0494!UTM  14      -   0.99991596  x   0.99971400  =   0.99962998
 DP0494
 DP0494|---------------------------------------------------------------------|
 DP0494| PID    Reference Object                     Distance      Geod. Az  |
 DP0494|                                                           dddmmss.s |
 DP0494| CX8923 VULTURE ET 2 RM 3                                  04915     |
 DP0494| DO0929 BENJAMIN MUNICIPAL TANK             APPROX.23.7 KM 0703809.1 |
 DP0494| DO0902 KNOX CITY MUN TANK                  APPROX.22.6 KM 1173325.2 |
 DP0494| DO0903 OBRIEN MUN TANK                     APPROX.23.2 KM 1282755.3 |
 DP0494| DO0908 ROCHESTER MUN TANK                  APPROX.27.5 KM 1422218.3 |
 DP0494| DP0493 VULTURE ET                          378.983 METERS 27914     |
 DP0494| DP0495 VULTURE ET USGS A POINT             350.202 METERS 28606     |
 DP0494| CX8924 VULTURE ET 2 RM 4                                  32843     |
 DP0494|---------------------------------------------------------------------|
 DP0494
 DP0494                          SUPERSEDED SURVEY CONTROL
 DP0494
 DP0494  NAD 83(1993)-  33 30 42.03922(N)    100 02 07.39129(W) AD(       ) 3
 DP0494  NAD 83(1986)-  33 30 42.04348(N)    100 02 07.38330(W) AD(       ) 3
 DP0494  NGVD 29 (07/19/86)  563.2    (m)         1848.     (f) VERT ANG       
 DP0494
 DP0494.Superseded values are not recommended for survey control.
 DP0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0494.See file dsdata.txt to determine how the superseded data were derived.
 DP0494
 DP0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC0383908494(NAD 83)
 DP0494_MARKER: DS = TRIANGULATION STATION DISK
 DP0494_SETTING: 66 = SET IN ROCK OUTCROP
 DP0494
 DP0494  HISTORY     - Date     Condition        Report By
 DP0494  HISTORY     - 1974     MONUMENTED       NGS
 DP0494
 DP0494                          STATION DESCRIPTION
 DP0494
 DP0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 DP0494'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF GUTHRIE, 15
 DP0494'MILES WEST-SOUTHWEST OF BENJAMIN, 14 MILES NORTHWEST OF KNOX
 DP0494'CITY, 2 MILES WEST OF THE KNOX-KING COUNTY-LINE AND ON A LONE
 DP0494'SHARP POINTED PEAK, THAT IS ABOUT 1 MILE SOUTHWEST AND ACROSS THE
 DP0494'HIGHWAY FROM A PROMINENT LONE PEAK, LOCALLY CALLED BUZZARD PEAK.
 DP0494'
 DP0494'TO REACH THE STATION FROM THE CAUTION TRAFFIC LIGHT AT THE
 DP0494'INTERSECTION OF U.S. HIGHWAY 283 AND STATE HIGHWAY 222 IN KNOX
 DP0494'CITY, GO WESTERLY ON STATE HIGHWAY 222 FOR 12.0 MILES TO THE
 DP0494'KNOX-KING COUNTY-LINE, CONTINUE WESTERLY ON STATE HIGHWAY 222 FOR
 DP0494'2.85 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 DP0494'SOUTHERLY FOR 0.05 MILE TO CATTLE-GUARD AND END OF TRUCK TRAVEL.
 DP0494'FROM END OF TRUCK TRAVEL, GO WESTERLY TO FIRST LONE
 DP0494'SHARP-POINTED PEAK AND STATION.  ABOUT A 10-MINUTE PACK.
 DP0494'
 DP0494'STATION MARK IS A STANDARD NATIONAL GEODETIC SURVEY STATION DISK,
 DP0494'SET IN A DRILL HOLE, IN WHITE-CHALKY COLOR LIMESTONE, THAT IS FLUSH
 DP0494'WITH THE GROUND AND IS STAMPED VULTURE ET 2 USGS 1974.  IT IS 45
 DP0494'FEET SOUTHWEST OF THE MOST NORTHEAST EDGE OF LEDGE, 34 FEET WEST
 DP0494'OF THE EAST EDGE OF LEDGE, 21 FEET SOUTH OF THE NORTH EDGE OF
 DP0494'LEDGE AND 19 FEET EAST OF THE WEST EDGE OF LEDGE.
 DP0494'
 DP0494'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY
 DP0494'REFERENCE DISK, SET IN A DRILL HOLE, IN WHITE CHALKY COLOR
 DP0494'LIMESTONE, AND IS STAMPED VULTURE ET 2 USGS NO 3 1974.  IT IS 32
 DP0494'FEET WEST OF THE MOST NORTHEAST EDGE OF LEDGE, AND 1-FOOT SOUTH
 DP0494'OF THE NORTH RIM OF LEDGE.
 DP0494'
 DP0494'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY
 DP0494'REFERENCE DISK, SET IN A DRILL HOLE, IN WHITE CHALKY COLOR
 DP0494'LIMESTONE, THAT IS FLUSH WITH THE GROUND AND IS STAMPED VULTURE
 DP0494'ET 2 USGS NO 4 1974.  IT IS 7 FEET EAST OF THE WEST EDGE OF LEDGE
 DP0494'AND 5 FEET SOUTH OF THE WEST END OF A SMALL LOW MOUND, WITH
 DP0494'SEVERAL SMALL SCRUB CEDAR TREES.
 DP0494'
 DP0494'NEAREST TOWN--KNOX CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0088 ***********************************************************************
 CC0088  DESIGNATION -  VV 226 RESET 1968 TXHD
 CC0088  PID         -  CC0088
 CC0088  STATE/COUNTY-  TX/ECTOR
 CC0088  USGS QUAD   -  ODESSA SE (1981)
 CC0088
 CC0088                         *CURRENT SURVEY CONTROL
 CC0088  ___________________________________________________________________
 CC0088* NAD 83(1986)-  31 47 01.     (N)    102 22 16.     (W)     SCALED    
 CC0088* NAVD 88     -       880.45   (meters)    2888.6    (feet)  RESET     
 CC0088  ___________________________________________________________________
 CC0088  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CC0088
 CC0088  VERT ORDER  -  THIRD
 CC0088
 CC0088.The horizontal coordinates were scaled from a topographic map and have
 CC0088.an estimated accuracy of +/- 6 seconds.
 CC0088
 CC0088.The orthometric height was computed from unverified reset data.
 CC0088
 CC0088.The geoid height was determined by GEOID03.
 CC0088
 CC0088;                    North         East    Units  Estimated Accuracy
 CC0088;SPC TX C     - 3,236,450.      507,010.      MT  (+/- 180 meters Scaled)
 CC0088
 CC0088                          SUPERSEDED SURVEY CONTROL
 CC0088
 CC0088.No superseded survey control is available for this station.
 CC0088
 CC0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR489194(NAD 83)
 CC0088_MARKER: DB = BENCH MARK DISK
 CC0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0088_STAMPING: VV 226 RESET 1968
 CC0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0088+STABILITY: SURFACE MOTION
 CC0088
 CC0088  HISTORY     - Date     Condition        Report By
 CC0088  HISTORY     - 1968     MONUMENTED       TXHD
 CC0088
 CC0088                          STATION DESCRIPTION
 CC0088
 CC0088'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CC0088'4.6 MI S FROM ODESSA.
 CC0088'ABOUT 1.4 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION WITH
 CC0088'U.S. HIGHWAY 80 IN ODESSA, TO INTERSTATE 20, THENCE CONTINUE 3.2 MILES
 CC0088'SOUTH ALONG U.S. HIGHWAY 385 TO SITE OF BENCH MARK, 82.5 FEET WEST OF
 CC0088'THE CENTER LINE OF U.S. HIGHWAY 385, 57.5 FEET EAST OF THE CENTER LINE
 CC0088'OF F.M. HIGHWAY 2227, 97 FEET SOUTH OF THE CENTER LINE OF A CROSSOVER
 CC0088'ROAD, 58 FEET SOUTH OF THE SOUTH HEADWALL OF A CULVERT UNDER THE
 CC0088'CROSSOVER ROAD, AND 1 FOOT SOUTH OF A ROUND WOODEN WITNESS POST. IT IS
 CC0088'ALSO 123 FEET EAST OF BENCH MARK V 226 RESET 1968.  A C AND GS BENCH
 CC0088'MARK DISK SET IN AN 8 X 8 IN. CONCRETE POST WHICH PROJECTS 6 INCHES
 CC0088'ABOVE THE SURFACE OF GROUND.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0098 ***********************************************************************
 FM0098  DESIGNATION -  VV 370
 FM0098  PID         -  FM0098
 FM0098  STATE/COUNTY-  TX/MOORE
 FM0098  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0098
 FM0098                         *CURRENT SURVEY CONTROL
 FM0098  ___________________________________________________________________
 FM0098* NAD 83(1986)-  35 58 05.     (N)    102 07 24.     (W)     SCALED    
 FM0098* NAVD 88     -      1153.987  (meters)    3786.04   (feet)  ADJUSTED  
 FM0098  ___________________________________________________________________
 FM0098  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 FM0098  DYNAMIC HT  -        1152.654 (meters)    3781.67  (feet)  COMP
 FM0098  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 FM0098
 FM0098  VERT ORDER  -  SECOND    CLASS 0
 FM0098
 FM0098.The horizontal coordinates were scaled from a topographic map and have
 FM0098.an estimated accuracy of +/- 6 seconds.
 FM0098
 FM0098.The orthometric height was determined by differential leveling
 FM0098.and adjusted by the National Geodetic Survey in June 1991..
 FM0098
 FM0098.The geoid height was determined by GEOID03.
 FM0098
 FM0098.The dynamic height is computed by dividing the NAVD 88
 FM0098.geopotential number by the normal gravity value computed on the
 FM0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0098.degrees latitude (g = 980.6199 gals.).
 FM0098
 FM0098.The modeled gravity was interpolated from observed gravity values.
 FM0098
 FM0098;                    North         East    Units  Estimated Accuracy
 FM0098;SPC TX N     - 1,218,510.      143,780.      MT  (+/- 180 meters Scaled)
 FM0098
 FM0098                          SUPERSEDED SURVEY CONTROL
 FM0098
 FM0098  NGVD 29 (??/??/92) 1153.431  (m)         3784.21   (f) ADJ UNCH    2 0
 FM0098
 FM0098.Superseded values are not recommended for survey control.
 FM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0098.See file dsdata.txt to determine how the superseded data were derived.
 FM0098
 FM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV594842(NAD 83)
 FM0098_MARKER: DB = BENCH MARK DISK
 FM0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0098_STAMPING: VV 370 1943
 FM0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0098+STABILITY: SURFACE MOTION
 FM0098
 FM0098  HISTORY     - Date     Condition        Report By
 FM0098  HISTORY     - 1943     MONUMENTED       CGS
 FM0098  HISTORY     - 1953     GOOD             NGS
 FM0098
 FM0098                          STATION DESCRIPTION
 FM0098
 FM0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FM0098'24.4 MI E FROM HARTLEY.
 FM0098'TO REACH THE STATION FROM THE FARMERS SUPPLY BUILDING IN HARTLEY, GO
 FM0098'SOUTH ON US HIGHWAY 87 FOR 0.6 MILE TO A JUNCTION WITH STATE HIGHWAY
 FM0098'51.  TAKE THE LEFT FORK AND CONTINUE EAST ON US HIGHWAY 87 FOR 16.0
 FM0098'MILES TO A CROSS ROAD.  TURN LEFT, NORTH, AND FOLLOW THE DIRT ROAD FOR
 FM0098'6.8 MILES TO A T-ROAD.  TURN LEFT AND GO WEST FOR 1.0 MILE TO A FARM
 FM0098'HOUSE ON THE RIGHT, NORTH, AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0324 ***********************************************************************
 CA0324  DESIGNATION -  VV 381
 CA0324  PID         -  CA0324
 CA0324  STATE/COUNTY-  TX/BROWN
 CA0324  USGS QUAD   -  OWENS (1978)
 CA0324
 CA0324                         *CURRENT SURVEY CONTROL
 CA0324  ___________________________________________________________________
 CA0324* NAD 83(1986)-  31 52 05.     (N)    098 59 03.     (W)     SCALED    
 CA0324* NAVD 88     -       448.821  (meters)    1472.51   (feet)  ADJUSTED  
 CA0324  ___________________________________________________________________
 CA0324  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CA0324  DYNAMIC HT  -         448.236 (meters)    1470.59  (feet)  COMP
 CA0324  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 CA0324
 CA0324  VERT ORDER  -  SECOND    CLASS 0
 CA0324
 CA0324.The horizontal coordinates were scaled from a topographic map and have
 CA0324.an estimated accuracy of +/- 6 seconds.
 CA0324
 CA0324.The orthometric height was determined by differential leveling
 CA0324.and adjusted by the National Geodetic Survey in June 1991..
 CA0324
 CA0324.The geoid height was determined by GEOID03.
 CA0324
 CA0324.The dynamic height is computed by dividing the NAVD 88
 CA0324.geopotential number by the normal gravity value computed on the
 CA0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0324.degrees latitude (g = 980.6199 gals.).
 CA0324
 CA0324.The modeled gravity was interpolated from observed gravity values.
 CA0324
 CA0324;                    North         East    Units  Estimated Accuracy
 CA0324;SPC TX C     - 3,244,820.      827,670.      MT  (+/- 180 meters Scaled)
 CA0324
 CA0324                          SUPERSEDED SURVEY CONTROL
 CA0324
 CA0324  NGVD 29 (??/??/92)  448.725  (m)         1472.19   (f) ADJ UNCH    2 0
 CA0324
 CA0324.Superseded values are not recommended for survey control.
 CA0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0324.See file dsdata.txt to determine how the superseded data were derived.
 CA0324
 CA0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA014258(NAD 83)
 CA0324_MARKER: DB = BENCH MARK DISK
 CA0324_SETTING: 66 = SET IN ROCK OUTCROP
 CA0324_SP_SET: BEDROCK
 CA0324_STAMPING: VV 381 1944
 CA0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0324+STABILITY: POSITION/ELEVATION WELL
 CA0324
 CA0324  HISTORY     - Date     Condition        Report By
 CA0324  HISTORY     - 1944     MONUMENTED       CGS
 CA0324  HISTORY     - 1966     MARK NOT FOUND   USGS
 CA0324
 CA0324                          STATION DESCRIPTION
 CA0324
 CA0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0324'3.5 MI S FROM HOLDER.
 CA0324'1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE GENERAL STORE AT HOLDER,
 CA0324'THENCE 0.3 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.4 MILES
 CA0324'SOUTH ALONG A RANCH ROAD, 120 FEET SOUTH OF A SMALL STREAM, 19 FEET
 CA0324'EAST OF THE CENTER LINE OF THE ROAD.  A DISK, SET IN THE TOP OF
 CA0324'OUTCROPPING BED ROCK.
 CA0324
 CA0324                          STATION RECOVERY (1966)
 CA0324
 CA0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CA0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1671 ***********************************************************************
 CS1671  DESIGNATION -  W
 CS1671  PID         -  CS1671
 CS1671  STATE/COUNTY-  TX/TARRANT
 CS1671  USGS QUAD   -  KENNEDALE (1981)
 CS1671
 CS1671                         *CURRENT SURVEY CONTROL
 CS1671  ___________________________________________________________________
 CS1671* NAD 83(1986)-  32 43 53.     (N)    097 12 48.     (W)     SCALED    
 CS1671* NAVD 88     -       176.384  (meters)     578.69   (feet)  ADJUSTED  
 CS1671  ___________________________________________________________________
 CS1671  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CS1671  DYNAMIC HT  -         176.179 (meters)     578.01  (feet)  COMP
 CS1671  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 CS1671
 CS1671  VERT ORDER  -  FIRST     CLASS II
 CS1671
 CS1671.The horizontal coordinates were scaled from a topographic map and have
 CS1671.an estimated accuracy of +/- 6 seconds.
 CS1671
 CS1671.The orthometric height was determined by differential leveling
 CS1671.and adjusted by the National Geodetic Survey in June 1991..
 CS1671
 CS1671.The geoid height was determined by GEOID03.
 CS1671
 CS1671.The dynamic height is computed by dividing the NAVD 88
 CS1671.geopotential number by the normal gravity value computed on the
 CS1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1671.degrees latitude (g = 980.6199 gals.).
 CS1671
 CS1671.The modeled gravity was interpolated from observed gravity values.
 CS1671
 CS1671;                    North         East    Units  Estimated Accuracy
 CS1671;SPC TXNC     - 2,118,810.      720,590.      MT  (+/- 180 meters Scaled)
 CS1671
 CS1671                          SUPERSEDED SURVEY CONTROL
 CS1671
 CS1671  NGVD 29 (??/??/92)  176.378  (m)          578.67   (f) ADJ UNCH    1 2
 CS1671
 CS1671.Superseded values are not recommended for survey control.
 CS1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1671.See file dsdata.txt to determine how the superseded data were derived.
 CS1671
 CS1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB674229(NAD 83)
 CS1671_MARKER: Z = SEE DESCRIPTION
 CS1671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1671_SP_SET: BUILDING
 CS1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1671
 CS1671  HISTORY     - Date     Condition        Report By
 CS1671  HISTORY     - UNK      MONUMENTED       CGS
 CS1671  HISTORY     - 1957     GOOD             NGS
 CS1671  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1671  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1671
 CS1671                          STATION DESCRIPTION
 CS1671
 CS1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1671'7.0 MI E FROM FORT WORTH.
 CS1671'THIS MARK WHICH WAS ORIGINALLY A COPPER BOLT SET VERTICALLY IN A BRICK
 CS1671'WALL HAS BEEN CHANGED.  THE BOLT IS NOW GONE BUT THE HOLE IS STILL IN
 CS1671'EVIDENCE.  IT IS AT THE OLD RED BRICK BUILDING AT THE HANDLEY POWER
 CS1671'PLANT OF THE TEXAS ELECTRIC SERVICE COMPANY, ABOUT 16 YARDS SOUTHEAST
 CS1671'THE NORTH CORNER OF THE OLD BUILDING AND ABOUT 2 FEET ABOVE THE
 CS1671'GROUND.  IT IS DIRECTLY BACK OF THE WEST END OF THE OFFICE BUILDING
 CS1671'AND HAS THE ELEVATION PAINTED IN LARGE WHITE FIGURES DIRECTLY ABOVE
 CS1671'IT.
 CS1671
 CS1671                          STATION RECOVERY (1986)
 CS1671
 CS1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1671'MARK NOT FOUND.
 CS1671
 CS1671                          STATION RECOVERY (1989)
 CS1671
 CS1671'RECOVERY NOTE BY US POWER SQUADRON 1989 (TFS)
 CS1671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2321 ***********************************************************************
 CS2321  DESIGNATION -  W 10
 CS2321  PID         -  CS2321
 CS2321  STATE/COUNTY-  TX/PARKER
 CS2321  USGS QUAD   -  GARNER (1979)
 CS2321
 CS2321                         *CURRENT SURVEY CONTROL
 CS2321  ___________________________________________________________________
 CS2321* NAD 83(1986)-  32 47 00.     (N)    097 53 59.     (W)     SCALED    
 CS2321* NAVD 88     -       353.205  (meters)    1158.81   (feet)  ADJUSTED  
 CS2321  ___________________________________________________________________
 CS2321  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CS2321  DYNAMIC HT  -         352.771 (meters)    1157.38  (feet)  COMP
 CS2321  MODELED GRAV-     979,399.1   (mgal)                       NAVD 88
 CS2321
 CS2321  VERT ORDER  -  FIRST     CLASS II
 CS2321
 CS2321.The horizontal coordinates were scaled from a topographic map and have
 CS2321.an estimated accuracy of +/- 6 seconds.
 CS2321
 CS2321.The orthometric height was determined by differential leveling
 CS2321.and adjusted by the National Geodetic Survey in June 1991..
 CS2321
 CS2321.The geoid height was determined by GEOID03.
 CS2321
 CS2321.The dynamic height is computed by dividing the NAVD 88
 CS2321.geopotential number by the normal gravity value computed on the
 CS2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2321.degrees latitude (g = 980.6199 gals.).
 CS2321
 CS2321.The modeled gravity was interpolated from observed gravity values.
 CS2321
 CS2321;                    North         East    Units  Estimated Accuracy
 CS2321;SPC TXNC     - 2,123,990.      656,230.      MT  (+/- 180 meters Scaled)
 CS2321
 CS2321                          SUPERSEDED SURVEY CONTROL
 CS2321
 CS2321  NGVD 29 (??/??/92)  353.110  (m)         1158.50   (f) ADJ UNCH    1 2
 CS2321
 CS2321.Superseded values are not recommended for survey control.
 CS2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2321.See file dsdata.txt to determine how the superseded data were derived.
 CS2321
 CS2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB030278(NAD 83)
 CS2321_MARKER: P = PIPE CAP
 CS2321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS2321_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CS2321_STAMPING: W 10 ELEV.1158.528 FT
 CS2321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2321
 CS2321  HISTORY     - Date     Condition        Report By
 CS2321  HISTORY     - UNK      MONUMENTED       CGS
 CS2321  HISTORY     - 1952     GOOD             NGS
 CS2321  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2321  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2321
 CS2321                          STATION DESCRIPTION
 CS2321
 CS2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2321'6 MI W FROM WEATHERFORD.
 CS2321'NEAR THE WEST END OF LAMBERT SIDING, PARKER COUNTY, ON THE T. AND P.R.
 CS2321'RAILROAD, ABOUT 0.2 MILE NORTH OF HIGHWAY 180 AND WITHERSPOON CHAPEL,
 CS2321'AT THE CROSSING OF A GRADED ROAD, ABOUT 12 YARDS NORTH OF THE NORTH
 CS2321'RAIL AND 10 YARDS EAST OF THE CENTERLINE OF THE ROAD, UNDER A CLUMP OF
 CS2321'BRUSH.  A STANDARD CAP STAMPED ELEV.1158.528 FT. AND FASTENED ON A 3
 CS2321'1/2 INCH IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE THE GROUND. NOTE--
 CS2321'TO REACH THE MARK FROM WEATHERFORD.  GO WEST ON HIGHWAY NO.180, 6.0
 CS2321'MILES.  THEN TURN RIGHT AT THE CHAPEL AND GO NORTH AND EAST ABOUT 0.3
 CS2321'MILE TO THE CROSSING AND THE MARK.
 CS2321
 CS2321                          STATION RECOVERY (1983)
 CS2321
 CS2321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2321'MARK NOT FOUND.
 CS2321
 CS2321                          STATION RECOVERY (2004)
 CS2321
 CS2321'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0157 ***********************************************************************
 BL0157  DESIGNATION -  W 100
 BL0157  PID         -  BL0157
 BL0157  STATE/COUNTY-  TX/TYLER
 BL0157  USGS QUAD   -  COLMESNEIL (1984)
 BL0157
 BL0157                         *CURRENT SURVEY CONTROL
 BL0157  ___________________________________________________________________
 BL0157* NAD 83(1986)-  30 54 11.     (N)    094 22 48.     (W)     SCALED    
 BL0157* NAVD 88     -        96.50   (+/-2cm)     316.6    (feet)  VERTCON   
 BL0157  ___________________________________________________________________
 BL0157  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BL0157
 BL0157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0157
 BL0157.The horizontal coordinates were scaled from a topographic map and have
 BL0157.an estimated accuracy of +/- 6 seconds.
 BL0157
 BL0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0157.The vertical order pertains to the NGVD 29 superseded value.
 BL0157
 BL0157.The geoid height was determined by GEOID03.
 BL0157
 BL0157;                    North         East    Units  Estimated Accuracy
 BL0157;SPC TX C     - 3,152,280.    1,268,810.      MT  (+/- 180 meters Scaled)
 BL0157
 BL0157                          SUPERSEDED SURVEY CONTROL
 BL0157
 BL0157  NGVD 29 (??/??/92)   96.498  (m)          316.59   (f) ADJ UNCH    2 0
 BL0157
 BL0157.Superseded values are not recommended for survey control.
 BL0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0157.See file dsdata.txt to determine how the superseded data were derived.
 BL0157
 BL0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ681196(NAD 83)
 BL0157_MARKER: DB = BENCH MARK DISK
 BL0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0157_STAMPING: W 100 1952
 BL0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0157+STABILITY: SURFACE MOTION
 BL0157
 BL0157  HISTORY     - Date     Condition        Report By
 BL0157  HISTORY     - 1952     MONUMENTED       CGS
 BL0157
 BL0157                          STATION DESCRIPTION
 BL0157
 BL0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0157'2.75 MI E FROM COLMESNEIL.
 BL0157'2.75 MILES EAST ALONG FARM ROAD 1417 FROM THE STATE BANK AT
 BL0157'COLMESNEIL, ON THE WEST SLOPE OF A HILL, 151 FEET NORTHEAST OF THE
 BL0157'EAST END OF A 3 FOOT CONCRETE CULVERT, 56 FEET NORTH OF THE CENTER
 BL0157'LINE OF THE FARM ROAD, 1.6 FEET SOUTH OF A FENCE, 1.4 FEET WEST OF A
 BL0157'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BL0157'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0943 ***********************************************************************
 AY0943  DESIGNATION -  W 1000
 AY0943  PID         -  AY0943
 AY0943  STATE/COUNTY-  TX/BEXAR
 AY0943  USGS QUAD   -  CASTLE HILLS (1992)
 AY0943
 AY0943                         *CURRENT SURVEY CONTROL
 AY0943  ___________________________________________________________________
 AY0943* NAD 83(1986)-  29 35 21.     (N)    098 33 24.     (W)     SCALED    
 AY0943* NAVD 88     -       300.666  (meters)     986.43   (feet)  POSTED    
 AY0943  ___________________________________________________________________
 AY0943  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AY0943  DYNAMIC HT  -         300.230 (meters)     985.00  (feet)  COMP
 AY0943  MODELED GRAV-     979,171.4   (mgal)                       NAVD 88
 AY0943
 AY0943  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0943
 AY0943.The horizontal coordinates were scaled from a topographic map and have
 AY0943.an estimated accuracy of +/- 6 seconds.
 AY0943
 AY0943.The orthometric height was determined by differential leveling
 AY0943.and adjusted by the National Geodetic Survey in 1992..
 AY0943.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0943.rate of 0.0 thru 1.0 mm/km.
 AY0943
 AY0943.The geoid height was determined by GEOID03.
 AY0943
 AY0943.The dynamic height is computed by dividing the NAVD 88
 AY0943.geopotential number by the normal gravity value computed on the
 AY0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0943.degrees latitude (g = 980.6199 gals.).
 AY0943
 AY0943.The modeled gravity was interpolated from observed gravity values.
 AY0943
 AY0943;                    North         East    Units  Estimated Accuracy
 AY0943;SPC TXSC     - 4,194,680.      642,950.      MT  (+/- 180 meters Scaled)
 AY0943
 AY0943                          SUPERSEDED SURVEY CONTROL
 AY0943
 AY0943  NGVD 29 (??/??/92)  300.540  (m)          986.02   (f) ADJ UNCH    1 2
 AY0943
 AY0943.Superseded values are not recommended for survey control.
 AY0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0943.See file dsdata.txt to determine how the superseded data were derived.
 AY0943
 AY0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT429733(NAD 83)
 AY0943_MARKER: DB = BENCH MARK DISK
 AY0943_SETTING: 66 = SET IN ROCK OUTCROP
 AY0943_SP_SET: ROCK OUTCROP
 AY0943_STAMPING: W 1000
 AY0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0943+STABILITY: POSITION/ELEVATION WELL
 AY0943
 AY0943  HISTORY     - Date     Condition        Report By
 AY0943  HISTORY     - UNK      MONUMENTED       CGS
 AY0943  HISTORY     - 1953     GOOD             NGS
 AY0943  HISTORY     - 19860901 GOOD             USGS
 AY0943  HISTORY     - 1988     GOOD             USPSQD
 AY0943  HISTORY     - 19991117 GOOD             USPSQD
 AY0943
 AY0943                          STATION DESCRIPTION
 AY0943
 AY0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0943'4.0 MI NW FROM SAN ANTONIO.
 AY0943'4.0 MILES NORTHWEST ALONG HARRY WURZBACK HIGHWAY FROM ITS JUNCTION
 AY0943'WITH LOCK HILL SELMA ROAD AT SAN ANTONIO, 219 FEET NORTHWEST OF THE
 AY0943'CENTER LINE OF A ROAD LEADING NORTHEAST TO SHAVANO PARK, 93 FEET
 AY0943'NORTHWEST OF THE CENTER OF A STEEL GATE, 68 FEET SOUTHWEST OF THE
 AY0943'CENTER LINE OF THE HIGHWAY, 7.7 FEET SOUTHWEST OF A FENCE, 1.0 FOOT
 AY0943'ABOVE THE GROUND, SET IN THE TOP OF A LARGE ROCK.
 AY0943
 AY0943                          STATION RECOVERY (1986)
 AY0943
 AY0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0943'RECOVERED IN GOOD CONDITION.
 AY0943
 AY0943                          STATION RECOVERY (1988)
 AY0943
 AY0943'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0943'RECOVERED IN GOOD CONDITION.
 AY0943
 AY0943                          STATION RECOVERY (1999)
 AY0943
 AY0943'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0108 ***********************************************************************
 AY0108  DESIGNATION -  W 1001
 AY0108  PID         -  AY0108
 AY0108  STATE/COUNTY-  TX/BEXAR
 AY0108  USGS QUAD   -  LONGHORN (1992)
 AY0108
 AY0108                         *CURRENT SURVEY CONTROL
 AY0108  ___________________________________________________________________
 AY0108* NAD 83(1986)-  29 34 31.     (N)    098 26 25.     (W)     SCALED    
 AY0108* NAVD 88     -       243.335  (meters)     798.34   (feet)  POSTED    
 AY0108  ___________________________________________________________________
 AY0108  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AY0108  DYNAMIC HT  -         242.980 (meters)     797.18  (feet)  COMP
 AY0108  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AY0108
 AY0108  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0108
 AY0108.The horizontal coordinates were scaled from a topographic map and have
 AY0108.an estimated accuracy of +/- 6 seconds.
 AY0108
 AY0108.The orthometric height was determined by differential leveling
 AY0108.and adjusted by the National Geodetic Survey in 1992..
 AY0108.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0108.rate of 0.0 thru 1.0 mm/km.
 AY0108
 AY0108.The geoid height was determined by GEOID03.
 AY0108
 AY0108.The dynamic height is computed by dividing the NAVD 88
 AY0108.geopotential number by the normal gravity value computed on the
 AY0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0108.degrees latitude (g = 980.6199 gals.).
 AY0108
 AY0108.The modeled gravity was interpolated from observed gravity values.
 AY0108
 AY0108;                    North         East    Units  Estimated Accuracy
 AY0108;SPC TXSC     - 4,193,180.      654,230.      MT  (+/- 180 meters Scaled)
 AY0108
 AY0108                          SUPERSEDED SURVEY CONTROL
 AY0108
 AY0108  NGVD 29 (??/??/92)  243.212  (m)          797.94   (f) ADJ UNCH    1 2
 AY0108
 AY0108.Superseded values are not recommended for survey control.
 AY0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0108.See file dsdata.txt to determine how the superseded data were derived.
 AY0108
 AY0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT542718(NAD 83)
 AY0108_MARKER: DB = BENCH MARK DISK
 AY0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0108_STAMPING: W 1001 1953
 AY0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0108+STABILITY: SURFACE MOTION
 AY0108
 AY0108  HISTORY     - Date     Condition        Report By
 AY0108  HISTORY     - 1953     MONUMENTED       CGS
 AY0108  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0108  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0108
 AY0108                          STATION DESCRIPTION
 AY0108
 AY0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0108'1.5 MI NW FROM WETMORE.
 AY0108'1.5 MILES NORTHWEST ALONG LOCK HILL SELMA ROAD FROM THE CROSSING OF
 AY0108'THE INTERNATIONAL AND GREAT NORTHERN RAILROAD AT WETMORE, 66 FEET
 AY0108'NORTHEAST OF THE CENTER LINE OF THE ROAD, 32 FEET NORTHWEST OF A POWER
 AY0108'POLE, 2 FEET SOUTHWEST OF A FENCE, 4.3 FEET NORTHWEST OF A WITNESS
 AY0108'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY0108'THE GROUND.
 AY0108
 AY0108                          STATION RECOVERY (1990)
 AY0108
 AY0108'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0108'MARK NOT FOUND.
 AY0108
 AY0108                          STATION RECOVERY (1999)
 AY0108
 AY0108'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0362 ***********************************************************************
 AY0362  DESIGNATION -  W 1002
 AY0362  PID         -  AY0362
 AY0362  STATE/COUNTY-  TX/BEXAR
 AY0362  USGS QUAD   -  ELMENDORF (1992)
 AY0362
 AY0362                         *CURRENT SURVEY CONTROL
 AY0362  ___________________________________________________________________
 AY0362* NAD 83(1986)-  29 22 10.     (N)    098 21 38.     (W)     SCALED    
 AY0362* NAVD 88     -       172.579  (meters)     566.20   (feet)  POSTED    
 AY0362  ___________________________________________________________________
 AY0362  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AY0362  DYNAMIC HT  -         172.330 (meters)     565.39  (feet)  COMP
 AY0362  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AY0362
 AY0362  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0362
 AY0362.The horizontal coordinates were scaled from a topographic map and have
 AY0362.an estimated accuracy of +/- 6 seconds.
 AY0362
 AY0362.The orthometric height was determined by differential leveling
 AY0362.and adjusted by the National Geodetic Survey in 1992..
 AY0362.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0362.rate of 0.0 thru 1.0 mm/km.
 AY0362
 AY0362.The geoid height was determined by GEOID03.
 AY0362
 AY0362.The dynamic height is computed by dividing the NAVD 88
 AY0362.geopotential number by the normal gravity value computed on the
 AY0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0362.degrees latitude (g = 980.6199 gals.).
 AY0362
 AY0362.The modeled gravity was interpolated from observed gravity values.
 AY0362
 AY0362;                    North         East    Units  Estimated Accuracy
 AY0362;SPC TXSC     - 4,170,410.      662,080.      MT  (+/- 180 meters Scaled)
 AY0362
 AY0362                          SUPERSEDED SURVEY CONTROL
 AY0362
 AY0362  NGVD 29 (??/??/92)  172.478  (m)          565.87   (f) ADJ UNCH    1 2
 AY0362
 AY0362.Superseded values are not recommended for survey control.
 AY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0362.See file dsdata.txt to determine how the superseded data were derived.
 AY0362
 AY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT620490(NAD 83)
 AY0362_MARKER: DB = BENCH MARK DISK
 AY0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0362_SP_SET: BRIDGE
 AY0362_STAMPING: W 1002 1953
 AY0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY0362+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2004
 AY0362
 AY0362  HISTORY     - Date     Condition        Report By
 AY0362  HISTORY     - 1953     MONUMENTED       CGS
 AY0362  HISTORY     - 1953     GOOD             DOD
 AY0362  HISTORY     - 1988     GOOD             USPSQD
 AY0362  HISTORY     - 19991110 GOOD             USPSQD
 AY0362  HISTORY     - 20040227 GOOD             USPSQD
 AY0362
 AY0362                          STATION DESCRIPTION
 AY0362
 AY0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0362'4.3 MI SE FROM SAN ANTONIO.
 AY0362'2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH LOOP
 AY0362'13 (W.W. WHITE ROAD) AT SAN ANTONIO, THENCE 1.55 MILES SOUTH ALONG
 AY0362'FOSTER ROAD, 17 FEET EAST OF THE CENTER LINE OF FOSTER ROAD, SET IN
 AY0362'THE TOP OF THE NORTHEAST WINGWALL OF A CONCRETE BRIDGE OVER A CREEK.
 AY0362
 AY0362                          STATION RECOVERY (1953)
 AY0362
 AY0362'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1953
 AY0362'RECOVERED IN GOOD CONDITION.
 AY0362
 AY0362                          STATION RECOVERY (1988)
 AY0362
 AY0362'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0362'RECOVERED IN GOOD CONDITION.
 AY0362
 AY0362                          STATION RECOVERY (1999)
 AY0362
 AY0362'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0362'RECOVERED IN GOOD CONDITION.
 AY0362
 AY0362                          STATION RECOVERY (2004)
 AY0362
 AY0362'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1059 ***********************************************************************
 AY1059  DESIGNATION -  W 1003
 AY1059  PID         -  AY1059
 AY1059  STATE/COUNTY-  TX/KENDALL
 AY1059  USGS QUAD   -  BERGHEIM (1973)
 AY1059
 AY1059                         *CURRENT SURVEY CONTROL
 AY1059  ___________________________________________________________________
 AY1059* NAD 83(1986)-  29 49 37.     (N)    098 33 31.     (W)     SCALED    
 AY1059* NAVD 88     -       424.862  (meters)    1393.90   (feet)  ADJUSTED  
 AY1059  ___________________________________________________________________
 AY1059  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AY1059  DYNAMIC HT  -         424.247 (meters)    1391.88  (feet)  COMP
 AY1059  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 AY1059
 AY1059  VERT ORDER  -  SECOND    CLASS 0
 AY1059
 AY1059.The horizontal coordinates were scaled from a topographic map and have
 AY1059.an estimated accuracy of +/- 6 seconds.
 AY1059
 AY1059.The orthometric height was determined by differential leveling
 AY1059.and adjusted by the National Geodetic Survey in June 1991..
 AY1059
 AY1059.The geoid height was determined by GEOID03.
 AY1059
 AY1059.The dynamic height is computed by dividing the NAVD 88
 AY1059.geopotential number by the normal gravity value computed on the
 AY1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1059.degrees latitude (g = 980.6199 gals.).
 AY1059
 AY1059.The modeled gravity was interpolated from observed gravity values.
 AY1059
 AY1059;                    North         East    Units  Estimated Accuracy
 AY1059;SPC TXSC     - 4,221,030.      642,660.      MT  (+/- 180 meters Scaled)
 AY1059
 AY1059                          SUPERSEDED SURVEY CONTROL
 AY1059
 AY1059  NGVD 29 (??/??/92)  424.759  (m)         1393.56   (f) ADJ UNCH    2 0
 AY1059
 AY1059.Superseded values are not recommended for survey control.
 AY1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1059.See file dsdata.txt to determine how the superseded data were derived.
 AY1059
 AY1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT426996(NAD 83)
 AY1059_MARKER: DB = BENCH MARK DISK
 AY1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1059_STAMPING: W 1003 1953
 AY1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1059+STABILITY: SURFACE MOTION
 AY1059
 AY1059  HISTORY     - Date     Condition        Report By
 AY1059  HISTORY     - 1953     MONUMENTED       CGS
 AY1059  HISTORY     - 1964     GOOD             USGS
 AY1059  HISTORY     - 19940302 GOOD             USPSQD
 AY1059
 AY1059                          STATION DESCRIPTION
 AY1059
 AY1059'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AY1059'1.0 MI E FROM BERGHEIM.
 AY1059'1.0 MILE EAST ALONG STATE HWY. 46 FROM THE POST OFFICE AT BERGHEIM, 48
 AY1059'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 135 FEET EAST OF THE
 AY1059'CENTER LINE OF A DRIVEWAY SOUTH, 2.4 FEET NORTH OF A FENCE, 2.4 FEET
 AY1059'EAST OF WITNESS POST, SET IN TOP OF CONCRETE POST WHICH PROJECTS 0.2
 AY1059'FOOT ABOVE GROUND.
 AY1059
 AY1059                          STATION RECOVERY (1994)
 AY1059
 AY1059'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1087 ***********************************************************************
 AY1087  DESIGNATION -  W 1004
 AY1087  PID         -  AY1087
 AY1087  STATE/COUNTY-  TX/BANDERA
 AY1087  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1087
 AY1087                         *CURRENT SURVEY CONTROL
 AY1087  ___________________________________________________________________
 AY1087* NAD 83(1986)-  29 44 00.     (N)    098 50 48.     (W)     SCALED    
 AY1087* NAVD 88     -       470.430  (meters)    1543.40   (feet)  ADJUSTED  
 AY1087  ___________________________________________________________________
 AY1087  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AY1087  DYNAMIC HT  -         469.742 (meters)    1541.15  (feet)  COMP
 AY1087  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 AY1087
 AY1087  VERT ORDER  -  SECOND    CLASS 0
 AY1087
 AY1087.The horizontal coordinates were scaled from a topographic map and have
 AY1087.an estimated accuracy of +/- 6 seconds.
 AY1087
 AY1087.The orthometric height was determined by differential leveling
 AY1087.and adjusted by the National Geodetic Survey in June 1991..
 AY1087
 AY1087.The geoid height was determined by GEOID03.
 AY1087
 AY1087.The dynamic height is computed by dividing the NAVD 88
 AY1087.geopotential number by the normal gravity value computed on the
 AY1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1087.degrees latitude (g = 980.6199 gals.).
 AY1087
 AY1087.The modeled gravity was interpolated from observed gravity values.
 AY1087
 AY1087;                    North         East    Units  Estimated Accuracy
 AY1087;SPC TXSC     - 4,210,580.      614,830.      MT  (+/- 180 meters Scaled)
 AY1087
 AY1087                          SUPERSEDED SURVEY CONTROL
 AY1087
 AY1087  NGVD 29 (??/??/92)  470.323  (m)         1543.05   (f) ADJ UNCH    2 0
 AY1087
 AY1087.Superseded values are not recommended for survey control.
 AY1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1087.See file dsdata.txt to determine how the superseded data were derived.
 AY1087
 AY1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT148892(NAD 83)
 AY1087_MARKER: DB = BENCH MARK DISK
 AY1087_SETTING: 66 = SET IN ROCK OUTCROP
 AY1087_SP_SET: ROCK LEDGE
 AY1087_STAMPING: W 1004 1953
 AY1087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1087+STABILITY: POSITION/ELEVATION WELL
 AY1087
 AY1087  HISTORY     - Date     Condition        Report By
 AY1087  HISTORY     - 1953     MONUMENTED       CGS
 AY1087  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1087  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AY1087
 AY1087                          STATION DESCRIPTION
 AY1087
 AY1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1087'6.1 MI E FROM PIPE CREEK.
 AY1087'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1087'PIPE CREEK, THENCE 3.1 MILES NORTHEAST ALONG A FARM ROAD WHICH IS NOW
 AY1087'UNDER CONSTRUCTION, AT THE TOP OF A HILL, 79 FEET NORTHWEST OF THE
 AY1087'CENTER LINE OF THE ROAD, 11 FEET NORTHWEST OF A FENCE, 11.7 FEET
 AY1087'NORTHWEST OF A WITNESS POST, 0.4 FOOT ABOVE THE GROUND, SET IN THE TOP
 AY1087'OF A LIMESTONE ROCK.
 AY1087
 AY1087                          STATION RECOVERY (1993)
 AY1087
 AY1087'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1087'MARK NOT FOUND.
 AY1087
 AY1087                          STATION RECOVERY (2005)
 AY1087
 AY1087'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 AY1087'THE AREA OF THE MARKER IS HEAVILY FENCED FROM ROAD ALTHOUGH THE AREA
 AY1087'APPEARS UNCHANGED FROM YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4624 ***********************************************************************
 AW4624  DESIGNATION -  W 1008
 AW4624  PID         -  AW4624
 AW4624  STATE/COUNTY-  TX/HARRIS
 AW4624  USGS QUAD   -  SATSUMA (1982)
 AW4624
 AW4624                         *CURRENT SURVEY CONTROL
 AW4624  ___________________________________________________________________
 AW4624* NAD 83(1986)-  29 57 06.     (N)    095 33 20.     (W)     SCALED    
 AW4624* NAVD 88     -        38.22   (+/-2cm)     125.4    (feet)  VERTCON   
 AW4624  ___________________________________________________________________
 AW4624  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW4624
 AW4624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4624
 AW4624.The horizontal coordinates were scaled from a topographic map and have
 AW4624.an estimated accuracy of +/- 6 seconds.
 AW4624
 AW4624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4624.The vertical order pertains to the NGVD 29 superseded value.
 AW4624
 AW4624.The geoid height was determined by GEOID03.
 AW4624
 AW4624;                    North         East    Units  Estimated Accuracy
 AW4624;SPC TXSC     - 4,239,670.      932,430.      MT  (+/- 180 meters Scaled)
 AW4624
 AW4624                          SUPERSEDED SURVEY CONTROL
 AW4624
 AW4624  NGVD 29 (??/??/92)   38.209  (m)          125.36   (f) ADJ UNCH    2 0
 AW4624
 AW4624.Superseded values are not recommended for survey control.
 AW4624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4624.See file dsdata.txt to determine how the superseded data were derived.
 AW4624
 AW4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP533161(NAD 83)
 AW4624_MARKER: DB = BENCH MARK DISK
 AW4624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4624_STAMPING: W 1008 1954
 AW4624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4624+STABILITY: SURFACE MOTION
 AW4624
 AW4624  HISTORY     - Date     Condition        Report By
 AW4624  HISTORY     - 1954     MONUMENTED       CGS
 AW4624  HISTORY     - 1973     MARK NOT FOUND   USGS
 AW4624  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 AW4624
 AW4624                          STATION DESCRIPTION
 AW4624
 AW4624'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW4624'11.85 MI N FROM FAIRBANKS.
 AW4624'7.35 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4624'FAIRBANKS, THENCE 4.5 MILES NORTHEAST ALONG FARM ROAD 1960, 0.1 MILE
 AW4624'NORTHEAST OF A LONE PINE TREE, 47 FEET SOUTHEAST OF THE CENTER LINE OF
 AW4624'THE FARM ROAD, 2 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A
 AW4624'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AW4624'FOOT ABOVE THE GROUND.
 AW4624
 AW4624                          STATION RECOVERY (1973)
 AW4624
 AW4624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AW4624'MARK NOT FOUND.
 AW4624
 AW4624                          STATION RECOVERY (1994)
 AW4624
 AW4624'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1637 ***********************************************************************
 BL1637  DESIGNATION -  W 1009
 BL1637  PID         -  BL1637
 BL1637  STATE/COUNTY-  TX/HARRIS
 BL1637  USGS QUAD   -  TOMBALL (1979)
 BL1637
 BL1637                         *CURRENT SURVEY CONTROL
 BL1637  ___________________________________________________________________
 BL1637* NAD 83(1986)-  30 00 45.     (N)    095 36 29.     (W)     SCALED    
 BL1637* NAVD 88     -        44.62   (+/-2cm)     146.4    (feet)  VERTCON   
 BL1637  ___________________________________________________________________
 BL1637  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1637
 BL1637  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1637
 BL1637.The horizontal coordinates were scaled from a topographic map and have
 BL1637.an estimated accuracy of +/- 6 seconds.
 BL1637
 BL1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1637.The vertical order pertains to the NGVD 29 superseded value.
 BL1637
 BL1637.The geoid height was determined by GEOID03.
 BL1637
 BL1637;                    North         East    Units  Estimated Accuracy
 BL1637;SPC TXSC     - 4,246,260.      927,170.      MT  (+/- 180 meters Scaled)
 BL1637
 BL1637                          SUPERSEDED SURVEY CONTROL
 BL1637
 BL1637  NGVD 29 (??/??/92)   44.618  (m)          146.38   (f) ADJ UNCH    1 2
 BL1637
 BL1637.Superseded values are not recommended for survey control.
 BL1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1637.See file dsdata.txt to determine how the superseded data were derived.
 BL1637
 BL1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP484230(NAD 83)
 BL1637_MARKER: DB = BENCH MARK DISK
 BL1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1637_STAMPING: W 1009 1954
 BL1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1637+STABILITY: SURFACE MOTION
 BL1637
 BL1637  HISTORY     - Date     Condition        Report By
 BL1637  HISTORY     - 1954     MONUMENTED       CGS
 BL1637  HISTORY     - 1978     GOOD             NGS
 BL1637  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1637
 BL1637                          STATION DESCRIPTION
 BL1637
 BL1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1637'6.7 MI NE FROM CYPRESS.
 BL1637'6.7 MILES NORTHEAST ALONG THE SPRING AND CYPRESS ROAD FROM THE POST
 BL1637'OFFICE AT CYPRESS, AT A JUNCTION WITH AGG ROAD, 34 FEET SOUTH OF THE
 BL1637'CENTER LINE OF THE SPRING AND CYPRESS ROAD, 69 FEET WEST OF THE
 BL1637'EXTENDED CENTER LINE OF AGG ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER,
 BL1637'4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BL1637'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1637
 BL1637                          STATION RECOVERY (1978)
 BL1637
 BL1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1637'RECOVERED IN GOOD CONDITION.
 BL1637
 BL1637                          STATION RECOVERY (1986)
 BL1637
 BL1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0571 ***********************************************************************
 BY0571  DESIGNATION -  W 101
 BY0571  PID         -  BY0571
 BY0571  STATE/COUNTY-  TX/JASPER
 BY0571  USGS QUAD   -  MC GEE BEND (1984)
 BY0571
 BY0571                         *CURRENT SURVEY CONTROL
 BY0571  ___________________________________________________________________
 BY0571* NAD 83(1986)-  31 00 31.     (N)    094 00 21.     (W)     SCALED    
 BY0571* NAVD 88     -       137.29   (+/-2cm)     450.4    (feet)  VERTCON   
 BY0571  ___________________________________________________________________
 BY0571  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BY0571
 BY0571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0571
 BY0571.The horizontal coordinates were scaled from a topographic map and have
 BY0571.an estimated accuracy of +/- 6 seconds.
 BY0571
 BY0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0571.The vertical order pertains to the NGVD 29 superseded value.
 BY0571
 BY0571.The geoid height was determined by GEOID03.
 BY0571
 BY0571;                    North         East    Units  Estimated Accuracy
 BY0571;SPC TX C     - 3,165,940.    1,303,850.      MT  (+/- 180 meters Scaled)
 BY0571
 BY0571                          SUPERSEDED SURVEY CONTROL
 BY0571
 BY0571  NGVD 29 (??/??/92)  137.293  (m)          450.44   (f) ADJ UNCH    2 0
 BY0571
 BY0571.Superseded values are not recommended for survey control.
 BY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0571.See file dsdata.txt to determine how the superseded data were derived.
 BY0571
 BY0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ039309(NAD 83)
 BY0571_MARKER: DB = BENCH MARK DISK
 BY0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0571_STAMPING: W 101 1952
 BY0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0571+STABILITY: SURFACE MOTION
 BY0571
 BY0571  HISTORY     - Date     Condition        Report By
 BY0571  HISTORY     - 1952     MONUMENTED       CGS
 BY0571  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0571
 BY0571                          STATION DESCRIPTION
 BY0571
 BY0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0571'10.7 MI NW FROM JASPER.
 BY0571'3 BLOCKS EAST ALONG U.S. HIGHWAY 190 FROM THE COURTHOUSE AT JASPER,
 BY0571'THENCE 7.7 MILES NORTH ALONG U.S. HIGHWAY 96, THENCE 1.05 MILES
 BY0571'SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.15 MILE NORTH ALONG A
 BY0571'GRADED DIRT ROAD, THENCE 0.7 MILE SOUTHWEST ALONG A WINDING SANDY
 BY0571'WOODS ROAD, THENCE 0.2 MILE WEST ALONG A WOODS ROAD, THENCE 0.25 MILE
 BY0571'SOUTH ALONG A WOODS ROAD, THENCE 0.25 MILE WEST ALONG AN ABANDONED
 BY0571'GRADED ROAD, THENCE 0.4 MILE SOUTHWEST ALONG A WOODS ROAD, 0.1 MILE
 BY0571'NORTH OF AN EAST AND WEST ROAD, 30 FEET EAST OF THE CENTER LINE OF THE
 BY0571'ROAD, 11 FEET NORTHEAST OF A 10 INCH PINE TREE, 10 FEET EAST OF A 10
 BY0571'INCH GUM TREE, 1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BY0571'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0571
 BY0571                          STATION RECOVERY (1979)
 BY0571
 BY0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2520 ***********************************************************************
 AW2520  DESIGNATION -  W 1011
 AW2520  PID         -  AW2520
 AW2520  STATE/COUNTY-  TX/CHAMBERS
 AW2520  USGS QUAD   -  STOWELL (1993)
 AW2520
 AW2520                         *CURRENT SURVEY CONTROL
 AW2520  ___________________________________________________________________
 AW2520* NAD 83(1986)-  29 45 47.     (N)    094 22 33.     (W)     SCALED    
 AW2520* NAVD 88     -         5.46   (+/-2cm)      17.9    (feet)  VERTCON   
 AW2520  ___________________________________________________________________
 AW2520  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2520
 AW2520  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2520
 AW2520.The horizontal coordinates were scaled from a topographic map and have
 AW2520.an estimated accuracy of +/- 6 seconds.
 AW2520
 AW2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2520.The vertical order pertains to the NGVD 29 superseded value.
 AW2520
 AW2520.The geoid height was determined by GEOID03.
 AW2520
 AW2520;                    North         East    Units  Estimated Accuracy
 AW2520;SPC TXSC     - 4,222,710.    1,047,060.      MT  (+/- 180 meters Scaled)
 AW2520
 AW2520                          SUPERSEDED SURVEY CONTROL
 AW2520
 AW2520  NGVD 29 (??/??/92)    5.458  (m)           17.91   (f) ADJ UNCH    1 2
 AW2520
 AW2520.Superseded values are not recommended for survey control.
 AW2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2520.See file dsdata.txt to determine how the superseded data were derived.
 AW2520
 AW2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN669933(NAD 83)
 AW2520_MARKER: DB = BENCH MARK DISK
 AW2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2520_STAMPING: W 1011 1953
 AW2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2520+STABILITY: SURFACE MOTION
 AW2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2520+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 AW2520
 AW2520  HISTORY     - Date     Condition        Report By
 AW2520  HISTORY     - 1953     MONUMENTED       CGS
 AW2520  HISTORY     - 1958     GOOD             NGS
 AW2520  HISTORY     - 1971     GOOD             NGS
 AW2520  HISTORY     - 19960908 GOOD             USPSQD
 AW2520  HISTORY     - 20010331 GOOD             NGS
 AW2520  HISTORY     - 20030211 GOOD             USPSQD
 AW2520  HISTORY     - 20040310 GOOD             USPSQD
 AW2520  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2520
 AW2520                          STATION DESCRIPTION
 AW2520
 AW2520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2520'2.05 MI S FROM STOWELL.
 AW2520'ABOUT 2.05 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2520'STOWELL, 209 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 106 FEET
 AW2520'EAST OF THE EAST RAIL OF THE GULF, COLORADO AND SANTA FE RAILROAD, 31
 AW2520'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 31 FEET SOUTH
 AW2520'OF THE CENTER LINE OF A SHELL ROAD LEADING EAST, 31 FEET EAST OF THE
 AW2520'CENTER LINE OF A PRIVATE DRIVEWAY, 7 FEET NORTHEAST OF A POWER POLE, 1
 AW2520'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE SHELL ROAD,
 AW2520'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW2520
 AW2520                          STATION RECOVERY (1971)
 AW2520
 AW2520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2520'RECOVERED IN GOOD CONDITION.
 AW2520
 AW2520                          STATION RECOVERY (1996)
 AW2520
 AW2520'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2520'RECOVERED IN GOOD CONDITION.
 AW2520
 AW2520                          STATION RECOVERY (2001)
 AW2520
 AW2520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2520'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2520
 AW2520                          STATION RECOVERY (2003)
 AW2520
 AW2520'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2520'RECOVERED IN GOOD CONDITION.
 AW2520
 AW2520                          STATION RECOVERY (2004)
 AW2520
 AW2520'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2520'RECOVERED IN GOOD CONDITION.
 AW2520
 AW2520                          STATION RECOVERY (2005)
 AW2520
 AW2520'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2796 ***********************************************************************
 AW2796  DESIGNATION -  W 1012
 AW2796  PID         -  AW2796
 AW2796  STATE/COUNTY-  TX/CHAMBERS
 AW2796  USGS QUAD   -  ANAHUAC (1993)
 AW2796
 AW2796                         *CURRENT SURVEY CONTROL
 AW2796  ___________________________________________________________________
 AW2796* NAD 83(1986)-  29 46 19.     (N)    094 39 44.     (W)     SCALED    
 AW2796* NAVD 88     -         5.90   (+/-2cm)      19.4    (feet)  VERTCON   
 AW2796  ___________________________________________________________________
 AW2796  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2796
 AW2796  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2796
 AW2796.The horizontal coordinates were scaled from a topographic map and have
 AW2796.an estimated accuracy of +/- 6 seconds.
 AW2796
 AW2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2796.The vertical order pertains to the NGVD 29 superseded value.
 AW2796
 AW2796.The geoid height was determined by GEOID03.
 AW2796
 AW2796;                    North         East    Units  Estimated Accuracy
 AW2796;SPC TXSC     - 4,222,630.    1,019,350.      MT  (+/- 180 meters Scaled)
 AW2796
 AW2796                          SUPERSEDED SURVEY CONTROL
 AW2796
 AW2796  NGVD 29 (??/??/92)    5.906  (m)           19.38   (f) ADJ UNCH    1 2
 AW2796
 AW2796.Superseded values are not recommended for survey control.
 AW2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2796.See file dsdata.txt to determine how the superseded data were derived.
 AW2796
 AW2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN393946(NAD 83)
 AW2796_MARKER: DB = BENCH MARK DISK
 AW2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2796_STAMPING: W 1012 1953
 AW2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2796+STABILITY: SURFACE MOTION
 AW2796
 AW2796  HISTORY     - Date     Condition        Report By
 AW2796  HISTORY     - 1953     MONUMENTED       CGS
 AW2796  HISTORY     - 1959     GOOD             NGS
 AW2796  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW2796  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2796  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2796
 AW2796                          STATION DESCRIPTION
 AW2796
 AW2796'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2796'1.9 MI E FROM ANAHUAC.
 AW2796'0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COURTHOUSE AT
 AW2796'ANAHUAC, THENCE 1.35 MILES EAST ALONG STATE HIGHWAY 61, THENCE 0.3
 AW2796'MILE SOUTH ALONG AN OILED ROAD, AT THE CHAMBERS COUNTY ARIPORT, 41.3
 AW2796'FEET WEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 51
 AW2796'FEET EAST OF THE CENTER LINE OF AN OILED ROAD, 8.2 FEET EAST OF A
 AW2796'POWER POLE, 96.4 FEET NORTH OF A WIND SOCK, SET IN THE TOP OF A
 AW2796'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AW2796
 AW2796                          STATION RECOVERY (1959)
 AW2796
 AW2796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2796'RECOVERED IN GOOD CONDITION.
 AW2796
 AW2796                          STATION RECOVERY (1996)
 AW2796
 AW2796'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2796'MARK NOT FOUND.
 AW2796
 AW2796                          STATION RECOVERY (2001)
 AW2796
 AW2796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2796'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2796
 AW2796                          STATION RECOVERY (2005)
 AW2796
 AW2796'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1649 ***********************************************************************
 AW1649  DESIGNATION -  W 1013
 AW1649  PID         -  AW1649
 AW1649  STATE/COUNTY-  TX/HARRIS
 AW1649  USGS QUAD   -  MONT BELVIEU (1994)
 AW1649
 AW1649                         *CURRENT SURVEY CONTROL
 AW1649  ___________________________________________________________________
 AW1649* NAD 83(1986)-  29 45 53.     (N)    094 57 57.     (W)     SCALED    
 AW1649* NAVD 88     -         7.48   (+/-2cm)      24.5    (feet)  VERTCON   
 AW1649  ___________________________________________________________________
 AW1649  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW1649
 AW1649  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1649
 AW1649.The horizontal coordinates were scaled from a topographic map and have
 AW1649.an estimated accuracy of +/- 6 seconds.
 AW1649
 AW1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1649.The vertical order pertains to the NGVD 29 superseded value.
 AW1649
 AW1649.The geoid height was determined by GEOID03.
 AW1649
 AW1649;                    North         East    Units  Estimated Accuracy
 AW1649;SPC TXSC     - 4,220,780.      990,040.      MT  (+/- 180 meters Scaled)
 AW1649
 AW1649                          SUPERSEDED SURVEY CONTROL
 AW1649
 AW1649  NGVD 29 (??/??/92)    7.481  (m)           24.54   (f) ADJ UNCH    1 2
 AW1649
 AW1649.Superseded values are not recommended for survey control.
 AW1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1649.See file dsdata.txt to determine how the superseded data were derived.
 AW1649
 AW1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN099943(NAD 83)
 AW1649_MARKER: DB = BENCH MARK DISK
 AW1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1649_STAMPING: W 1013 1953
 AW1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1649+STABILITY: SURFACE MOTION
 AW1649
 AW1649  HISTORY     - Date     Condition        Report By
 AW1649  HISTORY     - 1953     MONUMENTED       CGS
 AW1649  HISTORY     - 1963     GOOD             NGS
 AW1649  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1649  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW1649  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1649  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AW1649
 AW1649                          STATION DESCRIPTION
 AW1649
 AW1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW1649'2.45 MI N FROM BAYTOWN.
 AW1649'ABOUT 2.45 MILES NORTH ALONG NORTH MAIN STREET FROM THE INTERSECTION
 AW1649'OF EAST TEXAS AVENUE AT BAYTOWN, THENCE 0.1 MILE WEST ALONG A SHELL
 AW1649'ROAD LEADING TO EDS FLYING SERVICE AIRPORT, 83 FEET NORTH OF THE
 AW1649'CENTER LINE OF THE ROAD, 64 FEET EAST OF THE SOUTHEAST CORNER OF A
 AW1649'METAL HANGAR, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 AW1649'INCHES.
 AW1649
 AW1649                          STATION RECOVERY (1978)
 AW1649
 AW1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1649'SEARCHED FOR BUT NOT RECOVERED, JUNE 1978.  NOTE=AIRPORT ABANDONED,
 AW1649'HANGERS GONE.
 AW1649
 AW1649                          STATION RECOVERY (1994)
 AW1649
 AW1649'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1649'MARK NOT FOUND.
 AW1649
 AW1649                          STATION RECOVERY (2001)
 AW1649
 AW1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1649'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1649
 AW1649                          STATION RECOVERY (2004)
 AW1649
 AW1649'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW1649'AIRPORT IS NO LONGER THERE. AREA CONSTRUCTION INCLUDES TWO CHURCHES, A
 AW1649'FUNERAL HOME, CONDOMINUIUMS, AND APARTMENTS. MARK MUST HAVE BEEN
 AW1649'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2461 ***********************************************************************
 AW2461  DESIGNATION -  W 1014
 AW2461  PID         -  AW2461
 AW2461  STATE/COUNTY-  TX/JEFFERSON
 AW2461  USGS QUAD   -  CLAM LAKE (1993)
 AW2461
 AW2461                         *CURRENT SURVEY CONTROL
 AW2461  ___________________________________________________________________
 AW2461* NAD 83(1986)-  29 39 51.     (N)    094 05 03.     (W)     SCALED    
 AW2461* NAVD 88     -         1.70   (+/-2cm)       5.6    (feet)  VERTCON   
 AW2461  ___________________________________________________________________
 AW2461  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2461
 AW2461  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2461
 AW2461.The horizontal coordinates were scaled from a topographic map and have
 AW2461.an estimated accuracy of +/- 6 seconds.
 AW2461
 AW2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2461.The vertical order pertains to the NGVD 29 superseded value.
 AW2461
 AW2461.The geoid height was determined by GEOID03.
 AW2461
 AW2461;                    North         East    Units  Estimated Accuracy
 AW2461;SPC TXSC     - 4,212,910.    1,075,700.      MT  (+/- 180 meters Scaled)
 AW2461
 AW2461                          SUPERSEDED SURVEY CONTROL
 AW2461
 AW2461  NGVD 29 (??/??/92)    1.690  (m)            5.54   (f) ADJ UNCH    1 2
 AW2461
 AW2461.Superseded values are not recommended for survey control.
 AW2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2461.See file dsdata.txt to determine how the superseded data were derived.
 AW2461
 AW2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN950820(NAD 83)
 AW2461_MARKER: DB = BENCH MARK DISK
 AW2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2461_STAMPING: W 1014 1953
 AW2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2461+STABILITY: SURFACE MOTION
 AW2461
 AW2461  HISTORY     - Date     Condition        Report By
 AW2461  HISTORY     - 1953     MONUMENTED       CGS
 AW2461  HISTORY     - 1958     GOOD             NGS
 AW2461  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2461  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2461
 AW2461                          STATION DESCRIPTION
 AW2461
 AW2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2461'12.55 MI SW FROM SABINE PASS.
 AW2461'ABOUT 12.55 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AW2461'DOWLING MONUMENT AT SABINE PASS, 62 FEET NORTHWEST OF THE CENTER LINE
 AW2461'OF THE HIGHWAY, 66 FEET SOUTHWEST OF THE CENTER LINE OF A GATE IN A
 AW2461'NORTH-SOUTH FENCE, 36 FEET SOUTHWEST OF A FENCE CORNER, 28 FEET
 AW2461'SOUTHWEST OF THE CENTER LINE OF A GATE IN A NORTHWEST-SOUTHEAST FENCE,
 AW2461'1/2 FOOT SOUTHEAST OF A FENCE, 1/2 FOOT SOUTHEAST OF A METAL WITNESS
 AW2461'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 AW2461'CONCRETE POST 7 INCHES BELOW THE SURFACE.
 AW2461
 AW2461                          STATION RECOVERY (1989)
 AW2461
 AW2461'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAF)
 AW2461'MARK NOT FOUND.
 AW2461
 AW2461                          STATION RECOVERY (2002)
 AW2461
 AW2461'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2462 ***********************************************************************
 AW2462  DESIGNATION -  W 1014 RESET
 AW2462  PID         -  AW2462
 AW2462  STATE/COUNTY-  TX/JEFFERSON
 AW2462  USGS QUAD   -  CLAM LAKE (1993)
 AW2462
 AW2462                         *CURRENT SURVEY CONTROL
 AW2462  ___________________________________________________________________
 AW2462* NAD 83(1986)-  29 39 50.     (N)    094 05 02.     (W)     SCALED    
 AW2462* NAVD 88     -         1.71   (+/-2cm)       5.6    (feet)  VERTCON   
 AW2462  ___________________________________________________________________
 AW2462  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2462
 AW2462  VERT ORDER  -  THIRD (See Below)
 AW2462
 AW2462.The horizontal coordinates were scaled from a topographic map and have
 AW2462.an estimated accuracy of +/- 6 seconds.
 AW2462
 AW2462.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2462.The vertical order pertains to the NGVD 29 superseded value.
 AW2462
 AW2462.The geoid height was determined by GEOID03.
 AW2462
 AW2462;                    North         East    Units  Estimated Accuracy
 AW2462;SPC TXSC     - 4,212,880.    1,075,730.      MT  (+/- 180 meters Scaled)
 AW2462
 AW2462                          SUPERSEDED SURVEY CONTROL
 AW2462
 AW2462  NGVD 29 (??/??/??)    1.71   (m)            5.6    (f) RESET       3  
 AW2462
 AW2462.Superseded values are not recommended for survey control.
 AW2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2462.See file dsdata.txt to determine how the superseded data were derived.
 AW2462
 AW2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN951820(NAD 83)
 AW2462_MARKER: DB = BENCH MARK DISK
 AW2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2462_STAMPING: W 1014 RESET 1962
 AW2462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2462+STABILITY: SURFACE MOTION
 AW2462
 AW2462  HISTORY     - Date     Condition        Report By
 AW2462  HISTORY     - 1962     MONUMENTED       CGS
 AW2462  HISTORY     - 1977     GOOD             NGS
 AW2462  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2462  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2462
 AW2462                          STATION DESCRIPTION
 AW2462
 AW2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2462'12.55 MI SW FROM SABINE PASS.
 AW2462'12.8 MILES SOUTHWEST ON STATE HIGHWAY 87 FROM THE DICK DOWLING
 AW2462'MONUMENT IN SABINE PASS, JEFFERSON COUNTY, 53 FEET NORTHWEST OF THE
 AW2462'CENTER LINE OF STATE HIGHWAY 87, 30 FEET NORTHWEST OF THE NORTHWEST
 AW2462'RIGHT-OF-WAY LINE, 1 FOOT SOUTHWEST OF A NORTHWEST SOUTHEAST FENCE
 AW2462'LINE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, AND 1 FOOT SOUTHEAST
 AW2462'OF A 4 X 4 IN. WOODEN WITNESS POST.  A STANDARD BENCH MARK DISK
 AW2462'STAMPED W 1014 RESET 1962 SET IN A 12 X 12 IN. CONCRETE POST WHICH
 AW2462'PROJECTS 6 INCHES.  IT IS ABOUT 270 FEET NORTHWEST OF THE HIGHWATER
 AW2462'LINE OF THE GULF OF MEXICO, AND ABOUT 50 FEET SOUTHEAST FROM WHERE THE
 AW2462'HIGH GROUND BREAKS OFF AT THE MARSH GROUND.
 AW2462
 AW2462                          STATION RECOVERY (1977)
 AW2462
 AW2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW2462'RECOVERED IN GOOD CONDITION.
 AW2462
 AW2462                          STATION RECOVERY (1989)
 AW2462
 AW2462'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAF)
 AW2462'MARK NOT FOUND.
 AW2462
 AW2462                          STATION RECOVERY (2002)
 AW2462
 AW2462'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0478 ***********************************************************************
 AV0478  DESIGNATION -  W 1015 GULF
 AV0478  PID         -  AV0478
 AV0478  STATE/COUNTY-  TX/JEFFERSON
 AV0478  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0478
 AV0478                         *CURRENT SURVEY CONTROL
 AV0478  ___________________________________________________________________
 AV0478* NAD 83(1986)-  29 49 05.     (N)    093 57 42.     (W)     SCALED    
 AV0478* NAVD 88     -         0.81   (+/-2cm)       2.7    (feet)  VERTCON   
 AV0478  ___________________________________________________________________
 AV0478  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AV0478
 AV0478  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0478
 AV0478.The horizontal coordinates were scaled from a topographic map and have
 AV0478.an estimated accuracy of +/- 6 seconds.
 AV0478
 AV0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0478.The vertical order pertains to the NGVD 29 superseded value.
 AV0478
 AV0478.The geoid height was determined by GEOID03.
 AV0478
 AV0478;                    North         East    Units  Estimated Accuracy
 AV0478;SPC TXSC     - 4,230,450.    1,086,810.      MT  (+/- 180 meters Scaled)
 AV0478
 AV0478                          SUPERSEDED SURVEY CONTROL
 AV0478
 AV0478  NGVD 29 (??/??/??)    0.801  (m)            2.63   (f) ADJUSTED    1 2
 AV0478
 AV0478.Superseded values are not recommended for survey control.
 AV0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0478.See file dsdata.txt to determine how the superseded data were derived.
 AV0478
 AV0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN070990(NAD 83)
 AV0478_MARKER: DD = SURVEY DISK
 AV0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0478+STABILITY: SURFACE MOTION
 AV0478
 AV0478  HISTORY     - Date     Condition        Report By
 AV0478  HISTORY     - UNK      MONUMENTED       GULF
 AV0478  HISTORY     - 1959     GOOD             CGS
 AV0478  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0478  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0478  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0478  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0478  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AV0478  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0478
 AV0478                          STATION DESCRIPTION
 AV0478
 AV0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0478'2.45 MI SE FROM WEST PORT ARTHUR.
 AV0478'ABOUT 2.45 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND
 AV0478'NEW ORLEANS RAILROAD STATION AT WEST PORT ARTHUR, 50 FEET NORTHEAST OF
 AV0478'THE CENTER LINE OF THE HIGHWAY, ABOUT 0.3 MILE SOUTHEAST OF THE
 AV0478'SOUTHEAST END OF A DRAWBRIDGE OVER THE INTRACOASTAL CANAL, ABOUT 0.1
 AV0478'MILE SOUTHEAST OF A RADIO TOWER, 1.0 FOOT NORTHEAST OF A METAL WITNESS
 AV0478'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF
 AV0478'AN 8-INCH STEEL PIPE WHICH IS FILLED WITH CONCRETE PROJECTING 1 FOOT.
 AV0478
 AV0478                          STATION RECOVERY (1984)
 AV0478
 AV0478'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0478'MARK NOT FOUND.
 AV0478
 AV0478                          STATION RECOVERY (1988)
 AV0478
 AV0478'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBW)
 AV0478'MARK NOT FOUND.
 AV0478
 AV0478                          STATION RECOVERY (1989)
 AV0478
 AV0478'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0478'MARK NOT FOUND.
 AV0478
 AV0478                          STATION RECOVERY (1989)
 AV0478
 AV0478'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0478'MARK NOT FOUND.
 AV0478
 AV0478                          STATION RECOVERY (1990)
 AV0478
 AV0478'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0478'MARK NOT FOUND.
 AV0478
 AV0478                          STATION RECOVERY (1993)
 AV0478
 AV0478'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0258 ***********************************************************************
 BL0258  DESIGNATION -  W 1016
 BL0258  PID         -  BL0258
 BL0258  STATE/COUNTY-  TX/JEFFERSON
 BL0258  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0258
 BL0258                         *CURRENT SURVEY CONTROL
 BL0258  ___________________________________________________________________
 BL0258* NAD 83(1986)-  30 04 03.     (N)    094 06 39.     (W)     SCALED    
 BL0258* NAVD 88     -         5.842  (meters)      19.17   (feet)  ADJUSTED  
 BL0258  ___________________________________________________________________
 BL0258  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0258  DYNAMIC HT  -           5.834 (meters)      19.14  (feet)  COMP
 BL0258  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 BL0258
 BL0258  VERT ORDER  -  FIRST     CLASS I
 BL0258
 BL0258.The horizontal coordinates were scaled from a topographic map and have
 BL0258.an estimated accuracy of +/- 6 seconds.
 BL0258
 BL0258.The orthometric height was determined by differential leveling
 BL0258.and adjusted by the National Geodetic Survey in June 1991..
 BL0258.WARNING-Repeat measurements at this control monument indicate possible
 BL0258.vertical movement.
 BL0258
 BL0258.The geoid height was determined by GEOID03.
 BL0258
 BL0258.The dynamic height is computed by dividing the NAVD 88
 BL0258.geopotential number by the normal gravity value computed on the
 BL0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0258.degrees latitude (g = 980.6199 gals.).
 BL0258
 BL0258.The modeled gravity was interpolated from observed gravity values.
 BL0258
 BL0258;                    North         East    Units  Estimated Accuracy
 BL0258;SPC TXSC     - 4,257,460.    1,071,260.      MT  (+/- 180 meters Scaled)
 BL0258
 BL0258                          SUPERSEDED SURVEY CONTROL
 BL0258
 BL0258  NGVD 29 (??/??/??)    5.834  (m)           19.14   (f) ADJUSTED    1 1
 BL0258
 BL0258.Superseded values are not recommended for survey control.
 BL0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0258.See file dsdata.txt to determine how the superseded data were derived.
 BL0258
 BL0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP929267(NAD 83)
 BL0258_MARKER: DB = BENCH MARK DISK
 BL0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0258_SP_SET: CONCRETE POST
 BL0258_STAMPING: W 1016 1954
 BL0258_MARK LOGO: CGS   
 BL0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0258+STABILITY: SURFACE MOTION
 BL0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0258+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL0258
 BL0258  HISTORY     - Date     Condition        Report By
 BL0258  HISTORY     - 1954     MONUMENTED       CGS
 BL0258  HISTORY     - 1973     GOOD             NGS
 BL0258  HISTORY     - 1986     GOOD             NGS
 BL0258  HISTORY     - 1988     GOOD             USPSQD
 BL0258  HISTORY     - 1988     GOOD             USPSQD
 BL0258  HISTORY     - 1989     GOOD             USPSQD
 BL0258  HISTORY     - 19890203 GOOD             USPSQD
 BL0258  HISTORY     - 19940817 GOOD             USPSQD
 BL0258  HISTORY     - 19961019 GOOD             NGS
 BL0258  HISTORY     - 20010331 GOOD             NGS
 BL0258  HISTORY     - 20010331 GOOD             NGS
 BL0258  HISTORY     - 20030710 GOOD             USPSQD
 BL0258  HISTORY     - 20041127 GOOD             USPSQD
 BL0258  HISTORY     - 20060304 GOOD             USPSQD
 BL0258
 BL0258                          STATION DESCRIPTION
 BL0258
 BL0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0258'IN BEAUMONT.
 BL0258'AT BEAUMONT, ABOUT 0.1 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC
 BL0258'RAILROAD FROM THE CROSSING OF COLLEGE STREET, AT THE CROSSING OF
 BL0258'GILBERT STREET, 36.3 FEET WEST OF THE WEST RAIL, 67 FEET NORTHWEST OF
 BL0258'THE CENTER OF THE CROSSING, 52 1/2 FEET NORTH OF THE CENTER LINE OF
 BL0258'THE STREET, 32.8 FEET SOUTHWEST OF A 3-INCH METAL POST SUPPORTING A
 BL0258'RAILROAD COMPANY TELEPHONE BOX, 0.6 FOOT WEST OF A METAL WITNESS POST,
 BL0258'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BL0258'CONCRETE POST PROJECTING 0.2 FOOT.
 BL0258
 BL0258                          STATION RECOVERY (1986)
 BL0258
 BL0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0258'RECOVERED IN GOOD CONDITION.
 BL0258
 BL0258                          STATION RECOVERY (1988)
 BL0258
 BL0258'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0258'RECOVERED IN GOOD CONDITION.
 BL0258
 BL0258                          STATION RECOVERY (1988)
 BL0258
 BL0258'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0258'RECOVERED IN GOOD CONDITION.
 BL0258
 BL0258                          STATION RECOVERY (1989)
 BL0258
 BL0258'RECOVERY NOTE BY US POWER SQUADRON 1989 (MJG)
 BL0258'RECOVERED IN GOOD CONDITION.
 BL0258
 BL0258                          STATION RECOVERY (1989)
 BL0258
 BL0258'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0258'RECOVERED IN GOOD CONDITION.
 BL0258
 BL0258                          STATION RECOVERY (1994)
 BL0258
 BL0258'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0258'RECOVERED IN GOOD CONDITION.
 BL0258
 BL0258                          STATION RECOVERY (1996)
 BL0258
 BL0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BL0258'IN BEAUMONT, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND GILBERT
 BL0258'STREET, 106.0 M (347.8 FT) SOUTH OF THE CENTER OF COLLEGE STREET, 16.0
 BL0258'M (52.5 FT) NORTH OF THE CENTER OF GILBERT STREET, 11.0 M (36.1 FT)
 BL0258'WEST OF THE NEAR RAIL, 1.0 M (3.3 FT) EAST OF A WITNESS POST, AND THE
 BL0258'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BL0258
 BL0258                          STATION RECOVERY (2001)
 BL0258
 BL0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0258'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0258
 BL0258                          STATION RECOVERY (2001)
 BL0258
 BL0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0258'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0258
 BL0258                          STATION RECOVERY (2003)
 BL0258
 BL0258'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0258'RECOVERED IN GOOD CONDITION.
 BL0258
 BL0258                          STATION RECOVERY (2004)
 BL0258
 BL0258'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0258'RECOVERED IN GOOD CONDITION.
 BL0258
 BL0258                          STATION RECOVERY (2006)
 BL0258
 BL0258'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL0258'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2411 ***********************************************************************
 AW2411  DESIGNATION -  W 1017
 AW2411  PID         -  AW2411
 AW2411  STATE/COUNTY-  TX/CHAMBERS
 AW2411  USGS QUAD   -  HAMSHIRE (1994)
 AW2411
 AW2411                         *CURRENT SURVEY CONTROL
 AW2411  ___________________________________________________________________
 AW2411* NAD 83(1986)-  29 49 32.     (N)    094 21 45.     (W)     SCALED    
 AW2411* NAVD 88     -         7.16   (+/-2cm)      23.5    (feet)  VERTCON   
 AW2411  ___________________________________________________________________
 AW2411  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2411
 AW2411  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2411
 AW2411.The horizontal coordinates were scaled from a topographic map and have
 AW2411.an estimated accuracy of +/- 6 seconds.
 AW2411
 AW2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2411.The vertical order pertains to the NGVD 29 superseded value.
 AW2411
 AW2411.The geoid height was determined by GEOID03.
 AW2411
 AW2411;                    North         East    Units  Estimated Accuracy
 AW2411;SPC TXSC     - 4,229,680.    1,048,070.      MT  (+/- 180 meters Scaled)
 AW2411
 AW2411                          SUPERSEDED SURVEY CONTROL
 AW2411
 AW2411  NGVD 29 (??/??/92)    7.157  (m)           23.48   (f) ADJ UNCH    1 2
 AW2411
 AW2411.Superseded values are not recommended for survey control.
 AW2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2411.See file dsdata.txt to determine how the superseded data were derived.
 AW2411
 AW2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP683002(NAD 83)
 AW2411_MARKER: DB = BENCH MARK DISK
 AW2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2411_STAMPING: W 1017 1954
 AW2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2411+STABILITY: SURFACE MOTION
 AW2411
 AW2411  HISTORY     - Date     Condition        Report By
 AW2411  HISTORY     - 1954     MONUMENTED       CGS
 AW2411  HISTORY     - 1958     GOOD             NGS
 AW2411  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2411  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2411  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2411
 AW2411                          STATION DESCRIPTION
 AW2411
 AW2411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2411'1.1 MI NE FROM WINNIE.
 AW2411'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE GULF,
 AW2411'COLORADO AND SANTA FE RAILROAD STATION AT WINNIE, ABOUT 0.3 MILE WEST
 AW2411'OF THE CHAMBERS-JEFFERSON COUNTY LINE, 73 FEET NORTH OF THE CENTER
 AW2411'LINE OF THE HIGHWAY, 34 1/2 FEET NORTH OF POWER POLE 984, 16 1/2 FEET
 AW2411'SOUTH OF POWER POLE 985, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2
 AW2411'FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 AW2411'PROJECTING 6 INCHES.
 AW2411
 AW2411                          STATION RECOVERY (2001)
 AW2411
 AW2411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2411'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2411
 AW2411                          STATION RECOVERY (2004)
 AW2411
 AW2411'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2411'MARK NOT FOUND.
 AW2411
 AW2411                          STATION RECOVERY (2005)
 AW2411
 AW2411'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0474 ***********************************************************************
 BL0474  DESIGNATION -  W 1018
 BL0474  PID         -  BL0474
 BL0474  STATE/COUNTY-  TX/LIBERTY
 BL0474  USGS QUAD   -  LIBERTY (1984)
 BL0474
 BL0474                         *CURRENT SURVEY CONTROL
 BL0474  ___________________________________________________________________
 BL0474* NAD 83(1986)-  30 04 04.     (N)    094 47 42.     (W)     SCALED    
 BL0474* NAVD 88     -         9.37   (+/-2cm)      30.7    (feet)  VERTCON   
 BL0474  ___________________________________________________________________
 BL0474  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0474
 BL0474  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0474
 BL0474.The horizontal coordinates were scaled from a topographic map and have
 BL0474.an estimated accuracy of +/- 6 seconds.
 BL0474
 BL0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0474.The vertical order pertains to the NGVD 29 superseded value.
 BL0474
 BL0474.The geoid height was determined by GEOID03.
 BL0474
 BL0474;                    North         East    Units  Estimated Accuracy
 BL0474;SPC TX C     - 3,057,760.    1,233,800.      MT  (+/- 180 meters Scaled)
 BL0474
 BL0474                          SUPERSEDED SURVEY CONTROL
 BL0474
 BL0474  NGVD 29 (??/??/92)    9.373  (m)           30.75   (f) ADJ UNCH    1 2
 BL0474
 BL0474.Superseded values are not recommended for survey control.
 BL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0474.See file dsdata.txt to determine how the superseded data were derived.
 BL0474
 BL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP269276(NAD 83)
 BL0474_MARKER: DB = BENCH MARK DISK
 BL0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0474_SP_SET: FOUNDATION
 BL0474_STAMPING: W 1018 1954
 BL0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0474+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 BL0474
 BL0474  HISTORY     - Date     Condition        Report By
 BL0474  HISTORY     - 1954     MONUMENTED       CGS
 BL0474  HISTORY     - 19960815 GOOD             USPSQD
 BL0474  HISTORY     - 20031004 GOOD             USPSQD
 BL0474  HISTORY     - 20050129 GOOD             USPSQD
 BL0474
 BL0474                          STATION DESCRIPTION
 BL0474
 BL0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL0474'0.75 MI N FROM LIBERTY.
 BL0474'0.65 MILE NORTH ALONG STATE HIGHWAY 146 FROM THE TEXAS AND NEW ORLEANS
 BL0474'RAILROAD STATION AT LIBERTY, THENCE 0.1 MILE NORTHWEST ALONG A
 BL0474'GRAVELED ROAD.  150.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BL0474'CITY POWER PLANT, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 BL0474'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE NORTHEAST LEG OF
 BL0474'THE CITY WATER TOWER.
 BL0474
 BL0474                          STATION RECOVERY (1996)
 BL0474
 BL0474'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0474'RECOVERED IN GOOD CONDITION.
 BL0474
 BL0474                          STATION RECOVERY (2003)
 BL0474
 BL0474'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0474'RECOVERED IN GOOD CONDITION.
 BL0474
 BL0474                          STATION RECOVERY (2005)
 BL0474
 BL0474'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1973 ***********************************************************************
 AW1973  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1973  DESIGNATION -  W 1019
 AW1973  PID         -  AW1973
 AW1973  STATE/COUNTY-  TX/HARRIS
 AW1973  USGS QUAD   -  HARMASTON (1982)
 AW1973
 AW1973                         *CURRENT SURVEY CONTROL
 AW1973  ___________________________________________________________________
 AW1973* NAD 83(1993)-  29 53 00.76692(N)    095 07 43.06159(W)     ADJUSTED  
 AW1973* NAVD 88     -         8.79   (meters)      28.8    (feet)  GPS OBS   
 AW1973  ___________________________________________________________________
 AW1973  X           -    -494,756.253 (meters)                     COMP
 AW1973  Y           -  -5,512,525.781 (meters)                     COMP
 AW1973  Z           -   3,159,178.391 (meters)                     COMP
 AW1973  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW1973  ELLIP HEIGHT-         -18.51  (meters)          (12/03/01) GPS OBS
 AW1973  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW1973  DYNAMIC HT  -           8.78  (meters)      28.8   (feet)  COMP
 AW1973  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 AW1973
 AW1973  HORZ ORDER  -  FIRST
 AW1973  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1973  ELLP ORDER  -  FOURTH    CLASS II
 AW1973
 AW1973.The horizontal coordinates were established by GPS observations
 AW1973.and adjusted by the National Geodetic Survey in December 2001..
 AW1973
 AW1973.The orthometric height was determined by GPS observations and a
 AW1973.high-resolution geoid model using precise GPS observation and
 AW1973.processing techniques. It supersedes the leveled height previously
 AW1973.determined for this station.
 AW1973.The vertical order pertains to the first NAVD 88 superseded value.
 AW1973
 AW1973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1973
 AW1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1973
 AW1973.The ellipsoidal height was determined by GPS observations
 AW1973.and is referenced to NAD 83.
 AW1973
 AW1973.The geoid height was determined by GEOID03.
 AW1973
 AW1973.The dynamic height is computed by dividing the NAVD 88
 AW1973.geopotential number by the normal gravity value computed on the
 AW1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1973.degrees latitude (g = 980.6199 gals.).
 AW1973
 AW1973.The modeled gravity was interpolated from observed gravity values.
 AW1973
 AW1973;                    North         East     Units Scale Factor Converg.
 AW1973;SPC TXSC     - 4,233,409.547   973,867.276   MT  0.99990895   +1 53 47.9
 AW1973;SPC TXSC     -13,889,111.16  3,195,096.22   sFT  0.99990895   +1 53 47.9
 AW1973;UTM  15      - 3,307,784.551   294,435.471   MT  1.00012139   -1 03 39.4
 AW1973
 AW1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1973!SPC TXSC     -   1.00000291  x   0.99990895  =   0.99991186
 AW1973!UTM  15      -   1.00000291  x   1.00012139  =   1.00012430
 AW1973
 AW1973                          SUPERSEDED SURVEY CONTROL
 AW1973
 AW1973  ELLIP H (10/25/00)  -18.50   (m)                       GP(       ) 4 1
 AW1973  NAD 83(1993)-  29 53 00.76687(N)    095 07 43.06054(W) AD(       ) 1
 AW1973  ELLIP H (10/17/96)  -18.37   (m)                       GP(       ) 3 1
 AW1973  NAVD 88 (06/15/91)    8.804  (m)           28.88   (f) ADJUSTED    1 2
 AW1973  NGVD 29 (12/23/87)    8.803  (m)           28.88   (f) ADJUSTED    1 2
 AW1973
 AW1973.Superseded values are not recommended for survey control.
 AW1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1973.See file dsdata.txt to determine how the superseded data were derived.
 AW1973
 AW1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9443507785(NAD 83)
 AW1973_MARKER: DB = BENCH MARK DISK
 AW1973_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AW1973_SP_SET: CONCRETE POST
 AW1973_STAMPING: W 1019 1954
 AW1973_MARK LOGO: CGS   
 AW1973_PROJECTION: PROJECTING 6 CENTIMETERS
 AW1973_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1973+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1995
 AW1973
 AW1973  HISTORY     - Date     Condition        Report By
 AW1973  HISTORY     - 1954     MONUMENTED       CGS
 AW1973  HISTORY     - 1963     GOOD             NGS
 AW1973  HISTORY     - 1978     GOOD             NGS
 AW1973  HISTORY     - 1978     GOOD             DOD
 AW1973  HISTORY     - 1983     GOOD             NGS
 AW1973  HISTORY     - 1986     GOOD             NGS
 AW1973  HISTORY     - 19950419 GOOD             HGCSD
 AW1973
 AW1973                          STATION DESCRIPTION
 AW1973
 AW1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW1973'1.0 MI N FROM SHELDON.
 AW1973'ABOUT 1.0 MILES NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF THE
 AW1973'SHELDON-DE ZAVALLA ROAD AND U.S. HIGHWAY 90 AT SHELDON, 43 FEET WEST
 AW1973'OF THE CENTER LINE OF THE ROAD, 54 FEET SOUTH OF THE CENTER LINE OF AN
 AW1973'EAST-WEST PAVED ROAD, 15 1/2 FEET NORTH OF AN UNDERGROUND PIPELINE
 AW1973'MARKER, 12 1/2 FEET SOUTH OF A FENCE CORNER, 4 1/2 FEET WEST OF A
 AW1973'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1973
 AW1973                          STATION RECOVERY (1978)
 AW1973
 AW1973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1973'RECOVERED IN GOOD CONDITION.
 AW1973
 AW1973                          STATION RECOVERY (1978)
 AW1973
 AW1973'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1973'RECOVERED IN GOOD CONDITION.
 AW1973
 AW1973                          STATION RECOVERY (1983)
 AW1973
 AW1973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1973'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW1973'1.7 KM (1.05 MI) NORTH ALONG SHELDON ROAD FROM THE JUNCTION OF U.S.
 AW1973'HIGHWAY 90 IN SHELDON, AT A T-ROAD JUNCTION (GARRETT ROAD),
 AW1973'16.46 METERS (54.0 FT) SOUTH OF THE CENTERLINE OF GARRETT ROAD,
 AW1973'13.11 METERS (43.0 FT) WEST OF THE CENTERLINE OF SHELDON ROAD,
 AW1973'4.72 METERS (15.5 FT) NORTH OF AN UNDERGROUND PIPELINE MARKER, AND
 AW1973'3.81 METERS (12.5 FT) SOUTH OF A FENCE CORNER POST.
 AW1973'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AW1973'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW1973
 AW1973                          STATION RECOVERY (1986)
 AW1973
 AW1973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1973'RECOVERED IN GOOD CONDITION.
 AW1973
 AW1973                          STATION RECOVERY (1995)
 AW1973
 AW1973'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1973'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0427 ***********************************************************************
 BY0427  DESIGNATION -  W 102
 BY0427  PID         -  BY0427
 BY0427  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0427  USGS QUAD   -  VEACH (1984)
 BY0427
 BY0427                         *CURRENT SURVEY CONTROL
 BY0427  ___________________________________________________________________
 BY0427* NAD 83(1986)-  31 11 29.     (N)    094 08 24.     (W)     SCALED    
 BY0427* NAVD 88     -        61.75   (+/-2cm)     202.6    (feet)  VERTCON   
 BY0427  ___________________________________________________________________
 BY0427  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BY0427
 BY0427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0427
 BY0427.The horizontal coordinates were scaled from a topographic map and have
 BY0427.an estimated accuracy of +/- 6 seconds.
 BY0427
 BY0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0427.The vertical order pertains to the NGVD 29 superseded value.
 BY0427
 BY0427.The geoid height was determined by GEOID03.
 BY0427
 BY0427;                    North         East    Units  Estimated Accuracy
 BY0427;SPC TX C     - 3,185,450.    1,289,930.      MT  (+/- 180 meters Scaled)
 BY0427
 BY0427                          SUPERSEDED SURVEY CONTROL
 BY0427
 BY0427  NGVD 29 (??/??/92)   61.763  (m)          202.63   (f) ADJ UNCH    2 0
 BY0427
 BY0427.Superseded values are not recommended for survey control.
 BY0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0427.See file dsdata.txt to determine how the superseded data were derived.
 BY0427
 BY0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ913513(NAD 83)
 BY0427_MARKER: DB = BENCH MARK DISK
 BY0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0427_STAMPING: W 102 1952
 BY0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0427+STABILITY: SURFACE MOTION
 BY0427
 BY0427  HISTORY     - Date     Condition        Report By
 BY0427  HISTORY     - 1952     MONUMENTED       CGS
 BY0427
 BY0427                          STATION DESCRIPTION
 BY0427
 BY0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0427'12.3 MI NW FROM BROOKELAND.
 BY0427'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0427'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0427'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 5.7 MILES
 BY0427'NORTHWEST ALONG FOREST ROAD 304, 1.0 MILE NORTH OF THE HIGH POINT
 BY0427'LOOKOUT TOWER, 90 FEET NORTH OF THE CENTER LINE OF A WOODS ROAD
 BY0427'LEADING WEST, 54 FEET WEST OF THE CENTER LINE OF THE FOREST ROAD, 19.8
 BY0427'FEET NORTHWEST OF A 24 INCH FORKED PINE TREE, 1.6 FEET EAST OF A
 BY0427'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BY0427'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0036 ***********************************************************************
 CR0036  DESIGNATION -  W 1021
 CR0036  PID         -  CR0036
 CR0036  STATE/COUNTY-  TX/HARRISON
 CR0036  USGS QUAD   -  SCOTTSVILLE (1978)
 CR0036
 CR0036                         *CURRENT SURVEY CONTROL
 CR0036  ___________________________________________________________________
 CR0036* NAD 83(1986)-  32 36 52.     (N)    094 08 12.     (W)     SCALED    
 CR0036* NAVD 88     -        68.684  (meters)     225.34   (feet)  ADJUSTED  
 CR0036  ___________________________________________________________________
 CR0036  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR0036  DYNAMIC HT  -          68.607 (meters)     225.09  (feet)  COMP
 CR0036  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 CR0036
 CR0036  VERT ORDER  -  FIRST     CLASS II
 CR0036
 CR0036.The horizontal coordinates were scaled from a topographic map and have
 CR0036.an estimated accuracy of +/- 6 seconds.
 CR0036
 CR0036.The orthometric height was determined by differential leveling
 CR0036.and adjusted by the National Geodetic Survey in June 1991..
 CR0036
 CR0036.The geoid height was determined by GEOID03.
 CR0036
 CR0036.The dynamic height is computed by dividing the NAVD 88
 CR0036.geopotential number by the normal gravity value computed on the
 CR0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0036.degrees latitude (g = 980.6199 gals.).
 CR0036
 CR0036.The modeled gravity was interpolated from observed gravity values.
 CR0036
 CR0036;                    North         East    Units  Estimated Accuracy
 CR0036;SPC TXNC     - 2,113,600.    1,009,370.      MT  (+/- 180 meters Scaled)
 CR0036
 CR0036                          SUPERSEDED SURVEY CONTROL
 CR0036
 CR0036  NGVD 29 (??/??/92)   68.749  (m)          225.55   (f) ADJ UNCH    1 2
 CR0036
 CR0036.Superseded values are not recommended for survey control.
 CR0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0036.See file dsdata.txt to determine how the superseded data were derived.
 CR0036
 CR0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS933091(NAD 83)
 CR0036_MARKER: DB = BENCH MARK DISK
 CR0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0036_STAMPING: W 1021 1954
 CR0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0036+STABILITY: SURFACE MOTION
 CR0036
 CR0036  HISTORY     - Date     Condition        Report By
 CR0036  HISTORY     - 1954     MONUMENTED       CGS
 CR0036  HISTORY     - 1961     GOOD             NGS
 CR0036  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0036
 CR0036                          STATION DESCRIPTION
 CR0036
 CR0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0036'4.3 MI SE FROM KARNACK.
 CR0036'4.3 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0036'STATION AT KARNACK, 0.75 MILE NORTHWEST OF THE CROSSING OF FARM ROAD
 CR0036'NO. 1999, 0.2 MILE SOUTHEAST OF A PRIVATE ROAD CROSSING, 93.0 FEET
 CR0036'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 30.0 FEET SOUTHWEST OF
 CR0036'THE CENTER LINE OF AN ABANDONED DIRT ROAD, ON THE NORTH SLOPE OF A
 CR0036'KNOLL, 14.2 FEET NORTHEAST OF A 22 INCH PINE TREE, 2.0 FEET NORTHEAST
 CR0036'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CR0036'0.5 FOOT ABOVE THE GROUND, 9.0 FEET ABOVE THE TRACK. NOTE-- THE
 CR0036'RAILROAD TRACK HAS BEEN DESTROYED, BUT THE OLD RAILROAD BED CAN STILL
 CR0036'BE SEEN. 0.2 MILE NORTHWEST OF A PRIVATE-ROAD CROSSING.
 CR0036
 CR0036                          STATION RECOVERY (1961)
 CR0036
 CR0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CR0036'RECOVERED IN GOOD CONDITION.
 CR0036
 CR0036                          STATION RECOVERY (1998)
 CR0036
 CR0036'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0020 ***********************************************************************
 CR0020  DESIGNATION -  W 1022
 CR0020  PID         -  CR0020
 CR0020  STATE/COUNTY-  TX/MARION
 CR0020  USGS QUAD   -  WOODLAWN (1978)
 CR0020
 CR0020                         *CURRENT SURVEY CONTROL
 CR0020  ___________________________________________________________________
 CR0020* NAD 83(1986)-  32 44 43.     (N)    094 17 35.     (W)     SCALED    
 CR0020* NAVD 88     -        57.010  (meters)     187.04   (feet)  ADJUSTED  
 CR0020  ___________________________________________________________________
 CR0020  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0020  DYNAMIC HT  -          56.947 (meters)     186.83  (feet)  COMP
 CR0020  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CR0020
 CR0020  VERT ORDER  -  FIRST     CLASS II
 CR0020
 CR0020.The horizontal coordinates were scaled from a topographic map and have
 CR0020.an estimated accuracy of +/- 6 seconds.
 CR0020
 CR0020.The orthometric height was determined by differential leveling
 CR0020.and adjusted by the National Geodetic Survey in June 1991..
 CR0020
 CR0020.The geoid height was determined by GEOID03.
 CR0020
 CR0020.The dynamic height is computed by dividing the NAVD 88
 CR0020.geopotential number by the normal gravity value computed on the
 CR0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0020.degrees latitude (g = 980.6199 gals.).
 CR0020
 CR0020.The modeled gravity was interpolated from observed gravity values.
 CR0020
 CR0020;                    North         East    Units  Estimated Accuracy
 CR0020;SPC TXNC     - 2,127,500.      994,130.      MT  (+/- 180 meters Scaled)
 CR0020
 CR0020                          SUPERSEDED SURVEY CONTROL
 CR0020
 CR0020  NGVD 29 (??/??/92)   57.071  (m)          187.24   (f) ADJ UNCH    1 2
 CR0020
 CR0020.Superseded values are not recommended for survey control.
 CR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0020.See file dsdata.txt to determine how the superseded data were derived.
 CR0020
 CR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS788237(NAD 83)
 CR0020_MARKER: DB = BENCH MARK DISK
 CR0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0020_STAMPING: W 1022 1954
 CR0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0020+STABILITY: SURFACE MOTION
 CR0020
 CR0020  HISTORY     - Date     Condition        Report By
 CR0020  HISTORY     - 1954     MONUMENTED       CGS
 CR0020
 CR0020                          STATION DESCRIPTION
 CR0020
 CR0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0020'3.25 MI SE FROM JEFFERSON.
 CR0020'3.25 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0020'THE STATION AT JEFFERSON, AT A PRIVATE ROAD CROSSING, 2 POLES WEST OF
 CR0020'MILEPOST T - 46, 142 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD,
 CR0020'75 FEET NORTH OF THE NORTH RAIL, 29 FEET NORTH OF A FENCE CORNER, AT A
 CR0020'JOG IN THE FENCE, 21 FEET SOUTH OF A FENCE CORNER, 1.4 FEET WEST OF A
 CR0020'FENCE, 3.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CR0020'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1552 ***********************************************************************
 BL1552  DESIGNATION -  W 1023
 BL1552  PID         -  BL1552
 BL1552  STATE/COUNTY-  TX/MONTGOMERY
 BL1552  USGS QUAD   -  HOCKLEY (1980)
 BL1552
 BL1552                         *CURRENT SURVEY CONTROL
 BL1552  ___________________________________________________________________
 BL1552* NAD 83(1986)-  30 06 51.     (N)    095 46 44.     (W)     SCALED    
 BL1552* NAVD 88     -        60.31   (+/-2cm)     197.9    (feet)  VERTCON   
 BL1552  ___________________________________________________________________
 BL1552  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1552
 BL1552  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1552
 BL1552.The horizontal coordinates were scaled from a topographic map and have
 BL1552.an estimated accuracy of +/- 6 seconds.
 BL1552
 BL1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1552.The vertical order pertains to the NGVD 29 superseded value.
 BL1552
 BL1552.The geoid height was determined by GEOID03.
 BL1552
 BL1552;                    North         East    Units  Estimated Accuracy
 BL1552;SPC TX C     - 3,058,590.    1,138,820.      MT  (+/- 180 meters Scaled)
 BL1552
 BL1552                          SUPERSEDED SURVEY CONTROL
 BL1552
 BL1552  NGVD 29 (04/06/79)   60.307  (m)          197.86   (f) ADJUSTED    1 2
 BL1552
 BL1552.Superseded values are not recommended for survey control.
 BL1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1552.See file dsdata.txt to determine how the superseded data were derived.
 BL1552
 BL1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP322346(NAD 83)
 BL1552_MARKER: DB = BENCH MARK DISK
 BL1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1552_STAMPING: W 1023 1954
 BL1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1552+STABILITY: SURFACE MOTION
 BL1552
 BL1552  HISTORY     - Date     Condition        Report By
 BL1552  HISTORY     - 1954     MONUMENTED       CGS
 BL1552  HISTORY     - 1978     GOOD             NGS
 BL1552
 BL1552                          STATION DESCRIPTION
 BL1552
 BL1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1552'8.1 MI S FROM MAGNOLIA.
 BL1552'0.2 MILE WEST ALONG AN OILED STREET FROM THE WEST SCHOOL BUILDING AT
 BL1552'MAGNOLIA, THENCE 7.9 MILES SOUTH ALONG A DIRT ROAD, 0.05 MILE
 BL1552'NORTHEAST OF A ROAD LEADING SOUTHEAST, 57 FEET SOUTHEAST OF THE CENTER
 BL1552'LINE OF A ROAD, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF
 BL1552'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE-- THIS
 BL1552'ROAD IS NOW UNDER CONSTRUCTION.
 BL1552
 BL1552                          STATION RECOVERY (1978)
 BL1552
 BL1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1552'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1552'CONROE ROAD AND THE MISSOURI PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1552'0.15 MILE SOUTHEAST ALONG COMMERCE ROAD, AND THENCE 7.55 MILES SOUTH
 BL1552'ALONG NICHOLS SAW MILL ROAD.  0.05 MILE NORTHEAST OF A ROAD JUNCTION,
 BL1552'57 FEET SOUTHEAST OF THE CENTERLINE OF NICHOLS SAW MILL ROAD, 28 FEET
 BL1552'EAST NORTHEAST OF A 16 INCH OAK TREE, AND 17 FEET SOUTHEAST OF A
 BL1552'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0416 ***********************************************************************
 DM0416  DESIGNATION -  W 1024
 DM0416  PID         -  DM0416
 DM0416  STATE/COUNTY-  TX/HOPKINS
 DM0416  USGS QUAD   -  COMO (1964)
 DM0416
 DM0416                         *CURRENT SURVEY CONTROL
 DM0416  ___________________________________________________________________
 DM0416* NAD 83(1986)-  33 02 19.     (N)    095 25 44.     (W)     SCALED    
 DM0416* NAVD 88     -       171.752  (meters)     563.49   (feet)  ADJUSTED  
 DM0416  ___________________________________________________________________
 DM0416  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DM0416  DYNAMIC HT  -         171.562 (meters)     562.87  (feet)  COMP
 DM0416  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 DM0416
 DM0416  VERT ORDER  -  FIRST     CLASS II
 DM0416
 DM0416.The horizontal coordinates were scaled from a topographic map and have
 DM0416.an estimated accuracy of +/- 6 seconds.
 DM0416
 DM0416.The orthometric height was determined by differential leveling
 DM0416.and adjusted by the National Geodetic Survey in June 1991..
 DM0416
 DM0416.The geoid height was determined by GEOID03.
 DM0416
 DM0416.The dynamic height is computed by dividing the NAVD 88
 DM0416.geopotential number by the normal gravity value computed on the
 DM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0416.degrees latitude (g = 980.6199 gals.).
 DM0416
 DM0416.The modeled gravity was interpolated from observed gravity values.
 DM0416
 DM0416;                    North         East    Units  Estimated Accuracy
 DM0416;SPC TXNC     - 2,156,330.      886,800.      MT  (+/- 180 meters Scaled)
 DM0416
 DM0416                          SUPERSEDED SURVEY CONTROL
 DM0416
 DM0416  NGVD 29 (??/??/92)  171.751  (m)          563.49   (f) ADJ UNCH    1 2
 DM0416
 DM0416.Superseded values are not recommended for survey control.
 DM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0416.See file dsdata.txt to determine how the superseded data were derived.
 DM0416
 DM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS731581(NAD 83)
 DM0416_MARKER: DB = BENCH MARK DISK
 DM0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0416_STAMPING: W 1024 1954
 DM0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0416+STABILITY: SURFACE MOTION
 DM0416
 DM0416  HISTORY     - Date     Condition        Report By
 DM0416  HISTORY     - 1954     MONUMENTED       CGS
 DM0416  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 DM0416
 DM0416                          STATION DESCRIPTION
 DM0416
 DM0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0416'12.2 MI SE FROM SULPHUR SPRINGS.
 DM0416'12.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 DM0416'THE STATION AT SULPHUR SPRINGS, 3.0 MILES SOUTHEAST OF THE STATION
 DM0416'SIGN AT COMO, 36.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 8.5 FEET
 DM0416'NORTHEAST OF MILEPOST T - 128, 9 FEET SOUTHWEST OF A FENCE, 2.5 FEET
 DM0416'NORTHWEST OF A WITNESS POST, 1.2 MILES WEST OF BENCH MARK X 1024, SET
 DM0416'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 DM0416'GROUND.
 DM0416
 DM0416                          STATION RECOVERY (1995)
 DM0416
 DM0416'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0294 ***********************************************************************
 CR0294  DESIGNATION -  W 1025
 CR0294  PID         -  CR0294
 CR0294  STATE/COUNTY-  TX/CAMP
 CR0294  USGS QUAD   -  NEWSOME (1980)
 CR0294
 CR0294                         *CURRENT SURVEY CONTROL
 CR0294  ___________________________________________________________________
 CR0294* NAD 83(1986)-  32 58 40.     (N)    095 07 50.     (W)     SCALED    
 CR0294* NAVD 88     -       135.728  (meters)     445.30   (feet)  ADJUSTED  
 CR0294  ___________________________________________________________________
 CR0294  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CR0294  DYNAMIC HT  -         135.576 (meters)     444.80  (feet)  COMP
 CR0294  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 CR0294
 CR0294  VERT ORDER  -  FIRST     CLASS II
 CR0294
 CR0294.The horizontal coordinates were scaled from a topographic map and have
 CR0294.an estimated accuracy of +/- 6 seconds.
 CR0294
 CR0294.The orthometric height was determined by differential leveling
 CR0294.and adjusted by the National Geodetic Survey in June 1991..
 CR0294
 CR0294.The geoid height was determined by GEOID03.
 CR0294
 CR0294.The dynamic height is computed by dividing the NAVD 88
 CR0294.geopotential number by the normal gravity value computed on the
 CR0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0294.degrees latitude (g = 980.6199 gals.).
 CR0294
 CR0294.The modeled gravity was interpolated from observed gravity values.
 CR0294
 CR0294;                    North         East    Units  Estimated Accuracy
 CR0294;SPC TXNC     - 2,150,440.      914,870.      MT  (+/- 180 meters Scaled)
 CR0294
 CR0294                          SUPERSEDED SURVEY CONTROL
 CR0294
 CR0294  NGVD 29 (??/??/92)  135.737  (m)          445.33   (f) ADJ UNCH    1 2
 CR0294
 CR0294.Superseded values are not recommended for survey control.
 CR0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0294.See file dsdata.txt to determine how the superseded data were derived.
 CR0294
 CR0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS009508(NAD 83)
 CR0294_MARKER: DB = BENCH MARK DISK
 CR0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0294_STAMPING: W 1025 1954
 CR0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0294+STABILITY: SURFACE MOTION
 CR0294
 CR0294  HISTORY     - Date     Condition        Report By
 CR0294  HISTORY     - 1954     MONUMENTED       CGS
 CR0294
 CR0294                          STATION DESCRIPTION
 CR0294
 CR0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0294'9.7 MI E FROM WINNSBORO.
 CR0294'9.7 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0294'STATION AT WINNSBORO, 1/2 POLE WEST OF MILEPOST T - 108, 45 FEET SOUTH
 CR0294'OF THE SOUTH RAIL, 2.4 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 CR0294'POST, ON TOP OF A SMALL KNOLL, 0.4 MILE EAST OF THE STATION SIGN AT
 CR0294'NEWSOME, 1.0 MILE WEST OF BENCH MARK X 1025, SET IN THE TOP OF A
 CR0294'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0147 ***********************************************************************
 BM0147  DESIGNATION -  W 1027
 BM0147  PID         -  BM0147
 BM0147  STATE/COUNTY-  TX/WALLER
 BM0147  USGS QUAD   -  HEMPSTEAD (1980)
 BM0147
 BM0147                         *CURRENT SURVEY CONTROL
 BM0147  ___________________________________________________________________
 BM0147* NAD 83(1986)-  30 05 02.     (N)    096 02 22.     (W)     SCALED    
 BM0147* NAVD 88     -        67.18   (+/-2cm)     220.4    (feet)  VERTCON   
 BM0147  ___________________________________________________________________
 BM0147  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BM0147
 BM0147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0147
 BM0147.The horizontal coordinates were scaled from a topographic map and have
 BM0147.an estimated accuracy of +/- 6 seconds.
 BM0147
 BM0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0147.The vertical order pertains to the NGVD 29 superseded value.
 BM0147
 BM0147.The geoid height was determined by GEOID03.
 BM0147
 BM0147;                    North         East    Units  Estimated Accuracy
 BM0147;SPC TXSC     - 4,253,040.      885,370.      MT  (+/- 180 meters Scaled)
 BM0147
 BM0147                          SUPERSEDED SURVEY CONTROL
 BM0147
 BM0147  NGVD 29 (??/??/92)   67.16   (m)          220.3    (f) COMPUTED    2 0
 BM0147
 BM0147.Superseded values are not recommended for survey control.
 BM0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0147.See file dsdata.txt to determine how the superseded data were derived.
 BM0147
 BM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU853317(NAD 83)
 BM0147_MARKER: DB = BENCH MARK DISK
 BM0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0147_STAMPING: W 1027 1954
 BM0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0147+STABILITY: SURFACE MOTION
 BM0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0147+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 BM0147
 BM0147  HISTORY     - Date     Condition        Report By
 BM0147  HISTORY     - 1954     MONUMENTED       CGS
 BM0147  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0147  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0147  HISTORY     - 20030829 GOOD             GEOCAC
 BM0147  HISTORY     - 20041016 GOOD             USPSQD
 BM0147
 BM0147                          STATION DESCRIPTION
 BM0147
 BM0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0147'2.45 MI E FROM HEMPSTEAD.
 BM0147'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BM0147'HEMPSTEAD, 41 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF THE
 BM0147'HIGHWAY, 101 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF FARM ROAD
 BM0147'359 AND THE TEXAS AND NEW ORLEANS RAILROAD, 44 FEET NORTH OF THE NORTH
 BM0147'RAIL, 9 FEET SOUTHEAST OF A POWER POLE, 2.6 FEET EAST OF A WITNESS
 BM0147'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BM0147'THE GROUND.
 BM0147
 BM0147                          STATION RECOVERY (1991)
 BM0147
 BM0147'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0147'MARK NOT FOUND.
 BM0147
 BM0147                          STATION RECOVERY (1999)
 BM0147
 BM0147'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0147'MARK NOT FOUND.
 BM0147
 BM0147                          STATION RECOVERY (2003)
 BM0147
 BM0147'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 BM0147'RECOVERED BUT WITNESS POST MISSING.  ADD TO DESCRIPTION 6 FEET SE OF
 BM0147'TELEPHONE BOX.
 BM0147
 BM0147                          STATION RECOVERY (2004)
 BM0147
 BM0147'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0147'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1620 ***********************************************************************
 BL1620  DESIGNATION -  W 1028
 BL1620  PID         -  BL1620
 BL1620  STATE/COUNTY-  TX/WALLER
 BL1620  USGS QUAD   -  WALLER (1980)
 BL1620
 BL1620                         *CURRENT SURVEY CONTROL
 BL1620  ___________________________________________________________________
 BL1620* NAD 83(1986)-  30 03 37.     (N)    095 56 33.     (W)     SCALED    
 BL1620* NAVD 88     -        74.69   (+/-2cm)     245.0    (feet)  VERTCON   
 BL1620  ___________________________________________________________________
 BL1620  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL1620
 BL1620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1620
 BL1620.The horizontal coordinates were scaled from a topographic map and have
 BL1620.an estimated accuracy of +/- 6 seconds.
 BL1620
 BL1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1620.The vertical order pertains to the NGVD 29 superseded value.
 BL1620
 BL1620.The geoid height was determined by GEOID03.
 BL1620
 BL1620;                    North         East    Units  Estimated Accuracy
 BL1620;SPC TXSC     - 4,250,660.      894,780.      MT  (+/- 180 meters Scaled)
 BL1620
 BL1620                          SUPERSEDED SURVEY CONTROL
 BL1620
 BL1620  NGVD 29 (??/??/92)   74.673  (m)          244.99   (f) ADJ UNCH    2 0
 BL1620
 BL1620.Superseded values are not recommended for survey control.
 BL1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1620.See file dsdata.txt to determine how the superseded data were derived.
 BL1620
 BL1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP163291(NAD 83)
 BL1620_MARKER: DB = BENCH MARK DISK
 BL1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1620_STAMPING: W 1028 1954
 BL1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1620+STABILITY: SURFACE MOTION
 BL1620
 BL1620  HISTORY     - Date     Condition        Report By
 BL1620  HISTORY     - 1954     MONUMENTED       CGS
 BL1620  HISTORY     - 19990715 MARK NOT FOUND   USPSQD
 BL1620
 BL1620                          STATION DESCRIPTION
 BL1620
 BL1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1620'1.0 MI W FROM WALLER.
 BL1620'1.0 MILE WEST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 BL1620'RAILROAD STATION AT WALLER, 52 FEET NORTH OF THE CENTER LINE OF THE
 BL1620'HIGHWAY, 1.2 FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST,
 BL1620'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BL1620'GROUND.
 BL1620
 BL1620                          STATION RECOVERY (1999)
 BL1620
 BL1620'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0192 ***********************************************************************
 BM0192  DESIGNATION -  W 1029
 BM0192  PID         -  BM0192
 BM0192  STATE/COUNTY-  TX/AUSTIN
 BM0192  USGS QUAD   -  BUCKHORN (1989)
 BM0192
 BM0192                         *CURRENT SURVEY CONTROL
 BM0192  ___________________________________________________________________
 BM0192* NAD 83(1986)-  30 02 06.     (N)    096 09 57.     (W)     SCALED    
 BM0192* NAVD 88     -        55.65   (+/-2cm)     182.6    (feet)  VERTCON   
 BM0192  ___________________________________________________________________
 BM0192  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BM0192
 BM0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0192
 BM0192.The horizontal coordinates were scaled from a topographic map and have
 BM0192.an estimated accuracy of +/- 6 seconds.
 BM0192
 BM0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0192.The vertical order pertains to the NGVD 29 superseded value.
 BM0192
 BM0192.The geoid height was determined by GEOID03.
 BM0192
 BM0192;                    North         East    Units  Estimated Accuracy
 BM0192;SPC TXSC     - 4,247,320.      873,320.      MT  (+/- 180 meters Scaled)
 BM0192
 BM0192                          SUPERSEDED SURVEY CONTROL
 BM0192
 BM0192  NGVD 29 (??/??/92)   55.635  (m)          182.53   (f) ADJ UNCH    2 0
 BM0192
 BM0192.Superseded values are not recommended for survey control.
 BM0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0192.See file dsdata.txt to determine how the superseded data were derived.
 BM0192
 BM0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU733260(NAD 83)
 BM0192_MARKER: DB = BENCH MARK DISK
 BM0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0192_STAMPING: W 1029 1954
 BM0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0192+STABILITY: SURFACE MOTION
 BM0192
 BM0192  HISTORY     - Date     Condition        Report By
 BM0192  HISTORY     - 1954     MONUMENTED       CGS
 BM0192  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0192
 BM0192                          STATION DESCRIPTION
 BM0192
 BM0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0192'2.95 MI NW FROM COCHRAN.
 BM0192'0.5 MILE NORTH ALONG AN OILED ROAD FROM THE GRADE SCHOOL AT COCHRAN,
 BM0192'THENCE 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 159, THENCE 1.8 MILES
 BM0192'NORTHWEST ALONG A GRAVELED ROAD, 47 FEET NORTH OF THE CENTER LINE OF A
 BM0192'ROAD, 23 FEET WEST OF A POWER POLE, 1.9 FEET SOUTH OF A FENCE, 2.8
 BM0192'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0192'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0192
 BM0192                          STATION RECOVERY (1999)
 BM0192
 BM0192'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0110 ***********************************************************************
 BO0110  DESIGNATION -  W 103 RESET
 BO0110  PID         -  BO0110
 BO0110  STATE/COUNTY-  TX/SUTTON
 BO0110  USGS QUAD   -  SONORA SE (1982)
 BO0110
 BO0110                         *CURRENT SURVEY CONTROL
 BO0110  ___________________________________________________________________
 BO0110* NAD 83(1986)-  30 33 24.     (N)    100 30 17.     (W)     SCALED    
 BO0110* NAVD 88     -       713.02   (+/-2cm)    2339.3    (feet)  VERTCON   
 BO0110  ___________________________________________________________________
 BO0110  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 BO0110
 BO0110  VERT ORDER  -  THIRD (See Below)
 BO0110
 BO0110.The horizontal coordinates were scaled from a topographic map and have
 BO0110.an estimated accuracy of +/- 6 seconds.
 BO0110
 BO0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0110.The vertical order pertains to the NGVD 29 superseded value.
 BO0110
 BO0110.The geoid height was determined by GEOID03.
 BO0110
 BO0110;                    North         East    Units  Estimated Accuracy
 BO0110;SPC TX C     - 3,098,670.      683,560.      MT  (+/- 180 meters Scaled)
 BO0110
 BO0110                          SUPERSEDED SURVEY CONTROL
 BO0110
 BO0110  NGVD 29 (01/29/03)  712.86   (m)         2338.8    (f) RESET       3  
 BO0110
 BO0110.Superseded values are not recommended for survey control.
 BO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0110.See file dsdata.txt to determine how the superseded data were derived.
 BO0110
 BO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU556814(NAD 83)
 BO0110_MARKER: DB = BENCH MARK DISK
 BO0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0110_STAMPING: W 103 RESET 1947
 BO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0110+STABILITY: SURFACE MOTION
 BO0110
 BO0110  HISTORY     - Date     Condition        Report By
 BO0110  HISTORY     - 1947     MONUMENTED       CGS
 BO0110  HISTORY     - 1958     GOOD             NGS
 BO0110
 BO0110                          STATION DESCRIPTION
 BO0110
 BO0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0110'8.8 MI E FROM SONORA.
 BO0110'ABOUT 8.8 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0110'3RD STREET AND CROCKETT AVENUE AT SONORA, 55 FEET NORTH OF THE CENTER
 BO0110'LINE OF THE HIGHWAY, 38 FEET NORTHWEST OF THE WEST END OF THE NORTH
 BO0110'HEADWALL OF A SMALL CULVERT, 3 1/2 FEET NORTH OF A FENCE LINE, 1 1/2
 BO0110'FEET EAST OF A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 BO0110'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0215 ***********************************************************************
 BM0215  DESIGNATION -  W 1030
 BM0215  PID         -  BM0215
 BM0215  STATE/COUNTY-  TX/WASHINGTON
 BM0215  USGS QUAD   -  BUCKHORN (1989)
 BM0215
 BM0215                         *CURRENT SURVEY CONTROL
 BM0215  ___________________________________________________________________
 BM0215* NAD 83(1986)-  30 04 35.     (N)    096 12 35.     (W)     SCALED    
 BM0215* NAVD 88     -        57.73   (+/-2cm)     189.4    (feet)  VERTCON   
 BM0215  ___________________________________________________________________
 BM0215  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BM0215
 BM0215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0215
 BM0215.The horizontal coordinates were scaled from a topographic map and have
 BM0215.an estimated accuracy of +/- 6 seconds.
 BM0215
 BM0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0215.The vertical order pertains to the NGVD 29 superseded value.
 BM0215
 BM0215.The geoid height was determined by GEOID03.
 BM0215
 BM0215;                    North         East    Units  Estimated Accuracy
 BM0215;SPC TX C     - 3,052,790.    1,097,480.      MT  (+/- 180 meters Scaled)
 BM0215
 BM0215                          SUPERSEDED SURVEY CONTROL
 BM0215
 BM0215  NGVD 29 (??/??/92)   57.712  (m)          189.34   (f) ADJ UNCH    2 0
 BM0215
 BM0215.Superseded values are not recommended for survey control.
 BM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0215.See file dsdata.txt to determine how the superseded data were derived.
 BM0215
 BM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU689305(NAD 83)
 BM0215_MARKER: DB = BENCH MARK DISK
 BM0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0215_STAMPING: W 1030 1954
 BM0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0215+STABILITY: SURFACE MOTION
 BM0215
 BM0215  HISTORY     - Date     Condition        Report By
 BM0215  HISTORY     - 1954     MONUMENTED       CGS
 BM0215  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0215
 BM0215                          STATION DESCRIPTION
 BM0215
 BM0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0215'5.35 MI S FROM CHAPEL HILL.
 BM0215'0.65 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0215'STATION SIGN AT CHAPEL HILL, THENCE 4.7 MILES SOUTH ALONG FARM ROAD
 BM0215'1371, 38 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 1.2 FEET EAST
 BM0215'OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BM0215'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, 1.0 MILE NORTH
 BM0215'OF BENCH MARK V 1030.
 BM0215
 BM0215                          STATION RECOVERY (1994)
 BM0215
 BM0215'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1497 ***********************************************************************
 BL1497  DESIGNATION -  W 1031
 BL1497  PID         -  BL1497
 BL1497  STATE/COUNTY-  TX/GRIMES
 BL1497  USGS QUAD   -  STONEHAM (1961)
 BL1497
 BL1497                         *CURRENT SURVEY CONTROL
 BL1497  ___________________________________________________________________
 BL1497* NAD 83(1986)-  30 18 10.     (N)    095 58 25.     (W)     SCALED    
 BL1497* NAVD 88     -        99.34   (+/-2cm)     325.9    (feet)  VERTCON   
 BL1497  ___________________________________________________________________
 BL1497  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BL1497
 BL1497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1497
 BL1497.The horizontal coordinates were scaled from a topographic map and have
 BL1497.an estimated accuracy of +/- 6 seconds.
 BL1497
 BL1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1497.The vertical order pertains to the NGVD 29 superseded value.
 BL1497
 BL1497.The geoid height was determined by GEOID03.
 BL1497
 BL1497;                    North         East    Units  Estimated Accuracy
 BL1497;SPC TX C     - 3,078,730.    1,119,250.      MT  (+/- 180 meters Scaled)
 BL1497
 BL1497                          SUPERSEDED SURVEY CONTROL
 BL1497
 BL1497  NGVD 29 (??/??/92)   99.321  (m)          325.86   (f) ADJ UNCH    2 0
 BL1497
 BL1497.Superseded values are not recommended for survey control.
 BL1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1497.See file dsdata.txt to determine how the superseded data were derived.
 BL1497
 BL1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP140560(NAD 83)
 BL1497_MARKER: DB = BENCH MARK DISK
 BL1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1497_STAMPING: W 1031 1954
 BL1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1497+STABILITY: SURFACE MOTION
 BL1497
 BL1497  HISTORY     - Date     Condition        Report By
 BL1497  HISTORY     - 1954     MONUMENTED       CGS
 BL1497  HISTORY     - 1966     GOOD             NGS
 BL1497  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1497  HISTORY     - 19991104 GOOD             USPSQD
 BL1497
 BL1497                          STATION DESCRIPTION
 BL1497
 BL1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BL1497'10.8 MI SE FROM NAVASOTA.
 BL1497'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1497'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1497'GRAVELED ROAD, 33 FEET EAST OF THE CENTER LINE OF A ROAD, AT THE SMALL
 BL1497'SETTLEMENT OF WHITE HALL, 49 FEET NORTHEAST OF THE CENTER LINE OF FARM
 BL1497'ROAD 245, 4 FEET WEST OF A FENCE, 2.6 FEET NORTH OF A WITNESS POST,
 BL1497'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 BL1497'GROUND.  NOTE-- THE MARK IS WITHIN THE LIMITS OF ROAD IMPROVEMENTS AND
 BL1497'WILL PROBABLY BE DESTROYED DURING CONSTRUCTION.  A NEW BENCH MARK WAS
 BL1497'SET IN THE NEAR VICINITY AND ITS ELEVATION WAS DETERMINED FROM THE OLD
 BL1497'MARK.  THE MARK WAS LEFT IN PLACE.
 BL1497
 BL1497                          STATION RECOVERY (1994)
 BL1497
 BL1497'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1497'MARK NOT FOUND.
 BL1497
 BL1497                          STATION RECOVERY (1999)
 BL1497
 BL1497'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1498 ***********************************************************************
 BL1498  DESIGNATION -  W 1031 RESET 1966
 BL1498  PID         -  BL1498
 BL1498  STATE/COUNTY-  TX/GRIMES
 BL1498  USGS QUAD   -  STONEHAM (1961)
 BL1498
 BL1498                         *CURRENT SURVEY CONTROL
 BL1498  ___________________________________________________________________
 BL1498* NAD 83(1986)-  30 18 10.     (N)    095 58 26.     (W)     SCALED    
 BL1498* NAVD 88     -        99.47   (+/-2cm)     326.3    (feet)  VERTCON   
 BL1498  ___________________________________________________________________
 BL1498  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BL1498
 BL1498  VERT ORDER  -  THIRD (See Below)
 BL1498
 BL1498.The horizontal coordinates were scaled from a topographic map and have
 BL1498.an estimated accuracy of +/- 6 seconds.
 BL1498
 BL1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1498.The vertical order pertains to the NGVD 29 superseded value.
 BL1498
 BL1498.The geoid height was determined by GEOID03.
 BL1498
 BL1498;                    North         East    Units  Estimated Accuracy
 BL1498;SPC TX C     - 3,078,730.    1,119,220.      MT  (+/- 180 meters Scaled)
 BL1498
 BL1498                          SUPERSEDED SURVEY CONTROL
 BL1498
 BL1498  NGVD 29 (??/??/??)   99.45   (m)          326.3    (f) RESET       3  
 BL1498
 BL1498.Superseded values are not recommended for survey control.
 BL1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1498.See file dsdata.txt to determine how the superseded data were derived.
 BL1498
 BL1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP139560(NAD 83)
 BL1498_MARKER: DB = BENCH MARK DISK
 BL1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1498_STAMPING: W 1031 RESET 1966
 BL1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1498+STABILITY: SURFACE MOTION
 BL1498
 BL1498  HISTORY     - Date     Condition        Report By
 BL1498  HISTORY     - 1966     MONUMENTED       CGS
 BL1498  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1498  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1498
 BL1498                          STATION DESCRIPTION
 BL1498
 BL1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BL1498'10.5 MI SE FROM NAVASOTA.
 BL1498'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAYS 6 AND 105 FROM THE
 BL1498'JUNCTION OF STATE HIGHWAYS 6, 105 AND 90 IN NAVASOTA, THENCE 5.7 MILES
 BL1498'EAST ALONG STATE HIGHWAY 105, THENCE 3.9 MILES SOUTH ALONG F.M.
 BL1498'HIGHWAY 2988 TO SITE OF BENCH MARK, AT THE EAST SIDE OF THE SCHROEDER
 BL1498'GROCERY STORE, IN THE VILLAGE OF WHITE HALL, 6 INCHES EAST OF THE EAST
 BL1498'SIDE OF STORE AND 8.5 FEET SOUTH OF THE NORTHEAST CORNER OF STORE, 72
 BL1498'FEET WEST OF THE CENTER LINE OF F.M. HIGHWAY 2988, 107 FEET NORTH OF
 BL1498'THE CENTER LINE OF F.M. HIGHWAY 362, AND 32 FEET NORTH OF A CISTERN. A
 BL1498'STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST FLUSH WITH THE
 BL1498'SURFACE OF THE GROUND.
 BL1498
 BL1498                          STATION RECOVERY (1994)
 BL1498
 BL1498'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1498'MARK NOT FOUND.
 BL1498
 BL1498                          STATION RECOVERY (1999)
 BL1498
 BL1498'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0139 ***********************************************************************
 BM0139  DESIGNATION -  W 1032 RESET 1963
 BM0139  PID         -  BM0139
 BM0139  STATE/COUNTY-  TX/GRIMES
 BM0139  USGS QUAD   -  COURTNEY (1989)
 BM0139
 BM0139                         *CURRENT SURVEY CONTROL
 BM0139  ___________________________________________________________________
 BM0139* NAD 83(1986)-  30 16 29.     (N)    096 00 27.     (W)     SCALED    
 BM0139* NAVD 88     -        70.80   (+/-2cm)     232.3    (feet)  VERTCON   
 BM0139  ___________________________________________________________________
 BM0139  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BM0139
 BM0139  VERT ORDER  -  THIRD (See Below)
 BM0139
 BM0139.The horizontal coordinates were scaled from a topographic map and have
 BM0139.an estimated accuracy of +/- 6 seconds.
 BM0139
 BM0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0139.The vertical order pertains to the NGVD 29 superseded value.
 BM0139
 BM0139.The geoid height was determined by GEOID03.
 BM0139
 BM0139;                    North         East    Units  Estimated Accuracy
 BM0139;SPC TX C     - 3,075,500.    1,116,110.      MT  (+/- 180 meters Scaled)
 BM0139
 BM0139                          SUPERSEDED SURVEY CONTROL
 BM0139
 BM0139  NGVD 29 (01/29/03)   70.78   (m)          232.2    (f) RESET       3  
 BM0139
 BM0139.Superseded values are not recommended for survey control.
 BM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0139.See file dsdata.txt to determine how the superseded data were derived.
 BM0139
 BM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU878530(NAD 83)
 BM0139_MARKER: DB = BENCH MARK DISK
 BM0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0139_STAMPING: W 1032 RESET 1963
 BM0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0139+STABILITY: SURFACE MOTION
 BM0139
 BM0139  HISTORY     - Date     Condition        Report By
 BM0139  HISTORY     - 1963     MONUMENTED       CGS
 BM0139  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0139  HISTORY     - 19991104 GOOD             USPSQD
 BM0139
 BM0139                          STATION DESCRIPTION
 BM0139
 BM0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BM0139'2.0 MI E FROM COURTNEY.
 BM0139'2.0 MILES EAST ALONG FARM ROAD 2 FROM THE TEXAS AND NEW ORLEANS
 BM0139'RAILROAD STATION SIGN WHICH IS AT THE POST OFFICE IN COURTNEY TO THE
 BM0139'JUNCTION OF STATE HIGHWAY 6, THENCE CONTINUE EAST 1.1 MILES TO BENCH
 BM0139'MARK, 60 FEET SOUTH OF THE CENTER LINE OF ROAD, 55 FEET NORTHWEST OF
 BM0139'THE NORTHWEST CORNER OF FARM HOUSE, 3 FEET WEST OF A POWERLINE POLE, 1
 BM0139'FOOT EAST OF A METAL WITNESS POST.  A STANDARD DISK STAMPED W 1032
 BM0139'RESET 1963, SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 4
 BM0139'INCHES.
 BM0139
 BM0139                          STATION RECOVERY (1991)
 BM0139
 BM0139'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0139'MARK NOT FOUND.
 BM0139
 BM0139                          STATION RECOVERY (1999)
 BM0139
 BM0139'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0123 ***********************************************************************
 BM0123  DESIGNATION -  W 1033
 BM0123  PID         -  BM0123
 BM0123  STATE/COUNTY-  TX/GRIMES
 BM0123  USGS QUAD   -  COURTNEY (1989)
 BM0123
 BM0123                         *CURRENT SURVEY CONTROL
 BM0123  ___________________________________________________________________
 BM0123* NAD 83(1986)-  30 21 13.     (N)    096 01 56.     (W)     SCALED    
 BM0123* NAVD 88     -        75.60   (+/-2cm)     248.0    (feet)  VERTCON   
 BM0123  ___________________________________________________________________
 BM0123  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BM0123
 BM0123  VERT ORDER  -  THIRD (See Below)
 BM0123
 BM0123.The horizontal coordinates were scaled from a topographic map and have
 BM0123.an estimated accuracy of +/- 6 seconds.
 BM0123
 BM0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0123.The vertical order pertains to the NGVD 29 superseded value.
 BM0123
 BM0123.The geoid height was determined by GEOID03.
 BM0123
 BM0123;                    North         East    Units  Estimated Accuracy
 BM0123;SPC TX C     - 3,084,150.    1,113,390.      MT  (+/- 180 meters Scaled)
 BM0123
 BM0123                          SUPERSEDED SURVEY CONTROL
 BM0123
 BM0123  NGVD 29 (??/??/??)   75.58   (m)          248.0    (f) RESET       3  
 BM0123
 BM0123.Superseded values are not recommended for survey control.
 BM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0123.See file dsdata.txt to determine how the superseded data were derived.
 BM0123
 BM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU852617(NAD 83)
 BM0123_MARKER: DB = BENCH MARK DISK
 BM0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0123_STAMPING: W 1033 1954
 BM0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0123+STABILITY: SURFACE MOTION
 BM0123
 BM0123  HISTORY     - Date     Condition        Report By
 BM0123  HISTORY     - 1954     MONUMENTED       CGS
 BM0123  HISTORY     - 19910622 MARK NOT FOUND   USPSQD
 BM0123
 BM0123                          STATION DESCRIPTION
 BM0123
 BM0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0123'4.4 MI SE FROM NAVASOTA.
 BM0123'4.4 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BM0123'RAILROAD FROM THE STATION AT NAVASOTA, 6 1/2 POLES NORTHWEST OF
 BM0123'MILEPOST 44, 44 FEET NORTH OF THE NORTH RAIL, 65 FEET NORTHWEST OF THE
 BM0123'CENTER OF A DIRT ROAD CROSSING, 1 FOOT NORTH OF A FENCE, 2.2 FEET WEST
 BM0123'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BM0123'0.5 FOOT ABOVE THE GROUND.  NOTE-- THE INTERNATIONAL-GREAT NORTHERN
 BM0123'RAILROAD IS NOW THE MISSOURI PACIFIC.
 BM0123
 BM0123                          STATION RECOVERY (1991)
 BM0123
 BM0123'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0729 ***********************************************************************
 BM0729  DESIGNATION -  W 1034
 BM0729  PID         -  BM0729
 BM0729  STATE/COUNTY-  TX/WILLIAMSON
 BM0729  USGS QUAD   -  GEORGETOWN (1982)
 BM0729
 BM0729                         *CURRENT SURVEY CONTROL
 BM0729  ___________________________________________________________________
 BM0729* NAD 83(1986)-  30 39 13.     (N)    097 39 20.     (W)     SCALED    
 BM0729* NAVD 88     -       205.76   (+/-2cm)     675.1    (feet)  VERTCON   
 BM0729  ___________________________________________________________________
 BM0729  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BM0729
 BM0729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0729
 BM0729.The horizontal coordinates were scaled from a topographic map and have
 BM0729.an estimated accuracy of +/- 6 seconds.
 BM0729
 BM0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0729.The vertical order pertains to the NGVD 29 superseded value.
 BM0729
 BM0729.The geoid height was determined by GEOID03.
 BM0729
 BM0729;                    North         East    Units  Estimated Accuracy
 BM0729;SPC TX C     - 3,112,500.      956,610.      MT  (+/- 180 meters Scaled)
 BM0729
 BM0729                          SUPERSEDED SURVEY CONTROL
 BM0729
 BM0729  NGVD 29 (??/??/92)  205.674  (m)          674.78   (f) ADJ UNCH    2 0
 BM0729
 BM0729.Superseded values are not recommended for survey control.
 BM0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0729.See file dsdata.txt to determine how the superseded data were derived.
 BM0729
 BM0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU288919(NAD 83)
 BM0729_MARKER: DB = BENCH MARK DISK
 BM0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0729_SP_SET: ABUTMENT
 BM0729_STAMPING: W 1034 1954
 BM0729_MARK LOGO: CGS   
 BM0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0729
 BM0729  HISTORY     - Date     Condition        Report By
 BM0729  HISTORY     - 1954     MONUMENTED       CGS
 BM0729  HISTORY     - 1980     GOOD             NGS
 BM0729
 BM0729                          STATION DESCRIPTION
 BM0729
 BM0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0729'1.2 MI NE FROM GEORGETOWN.
 BM0729'1.2 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 BM0729'TEXAS FROM THE STATION AT GEORGETOWN, 3 1/2 POLES NORTH OF MILEPOST
 BM0729'922, 4 FEET WEST OF THE WEST RAIL, 6 FEET BELOW THE TOP OF THE RAILS,
 BM0729'SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A
 BM0729'BRIDGE OVER THE SAN GABRIEL RIVER.
 BM0729
 BM0729                          STATION RECOVERY (1980)
 BM0729
 BM0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0399 ***********************************************************************
 DN0399  DESIGNATION -  W 1035
 DN0399  PID         -  DN0399
 DN0399  STATE/COUNTY-  TX/COLLIN
 DN0399  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0399
 DN0399                         *CURRENT SURVEY CONTROL
 DN0399  ___________________________________________________________________
 DN0399* NAD 83(1986)-  33 08 39.     (N)    096 38 26.     (W)     SCALED    
 DN0399* NAVD 88     -       193.912  (meters)     636.19   (feet)  ADJUSTED  
 DN0399  ___________________________________________________________________
 DN0399  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DN0399  DYNAMIC HT  -         193.700 (meters)     635.50  (feet)  COMP
 DN0399  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 DN0399
 DN0399  VERT ORDER  -  SECOND    CLASS 0
 DN0399
 DN0399.The horizontal coordinates were scaled from a topographic map and have
 DN0399.an estimated accuracy of +/- 6 seconds.
 DN0399
 DN0399.The orthometric height was determined by differential leveling
 DN0399.and adjusted by the National Geodetic Survey in June 1991..
 DN0399
 DN0399.The geoid height was determined by GEOID03.
 DN0399
 DN0399.The dynamic height is computed by dividing the NAVD 88
 DN0399.geopotential number by the normal gravity value computed on the
 DN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0399.degrees latitude (g = 980.6199 gals.).
 DN0399
 DN0399.The modeled gravity was interpolated from observed gravity values.
 DN0399
 DN0399;                    North         East    Units  Estimated Accuracy
 DN0399;SPC TXNC     - 2,165,380.      773,460.      MT  (+/- 180 meters Scaled)
 DN0399
 DN0399                          SUPERSEDED SURVEY CONTROL
 DN0399
 DN0399  NGVD 29 (??/??/92)  193.929  (m)          636.25   (f) ADJ UNCH    2 0
 DN0399
 DN0399.Superseded values are not recommended for survey control.
 DN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0399.See file dsdata.txt to determine how the superseded data were derived.
 DN0399
 DN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB200697(NAD 83)
 DN0399_MARKER: DB = BENCH MARK DISK
 DN0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0399_SP_SET: CULVERT
 DN0399_STAMPING: W 1035 1954
 DN0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0399+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0399
 DN0399  HISTORY     - Date     Condition        Report By
 DN0399  HISTORY     - 1954     MONUMENTED       CGS
 DN0399  HISTORY     - 19940709 GOOD             USPSQD
 DN0399  HISTORY     - 20051031 GOOD             BOHAN
 DN0399
 DN0399                          STATION DESCRIPTION
 DN0399
 DN0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0399'4.1 MI S FROM MCKINNEY.
 DN0399'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0399'MCKINNEY, THENCE 2.85 MILES SOUTH ALONG U.S. HIGHWAY 75, 23.7 FEET
 DN0399'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH
 DN0399'END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 DN0399
 DN0399                          STATION RECOVERY (1994)
 DN0399
 DN0399'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0399'RECOVERED IN GOOD CONDITION.
 DN0399
 DN0399                          STATION RECOVERY (2005)
 DN0399
 DN0399'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1756 ***********************************************************************
 BK1756  DESIGNATION -  W 1036
 BK1756  PID         -  BK1756
 BK1756  STATE/COUNTY-  TX/ORANGE
 BK1756  USGS QUAD   -  ORANGEFIELD (1974)
 BK1756
 BK1756                         *CURRENT SURVEY CONTROL
 BK1756  ___________________________________________________________________
 BK1756* NAD 83(1986)-  30 05 22.     (N)    093 46 04.     (W)     SCALED    
 BK1756* NAVD 88     -         3.381  (meters)      11.09   (feet)  ADJUSTED  
 BK1756  ___________________________________________________________________
 BK1756  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK1756  DYNAMIC HT  -           3.377 (meters)      11.08  (feet)  COMP
 BK1756  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BK1756
 BK1756  VERT ORDER  -  FIRST     CLASS I
 BK1756
 BK1756.The horizontal coordinates were scaled from a topographic map and have
 BK1756.an estimated accuracy of +/- 6 seconds.
 BK1756
 BK1756.The orthometric height was determined by differential leveling
 BK1756.and adjusted by the National Geodetic Survey in June 1991..
 BK1756
 BK1756.The geoid height was determined by GEOID03.
 BK1756
 BK1756.The dynamic height is computed by dividing the NAVD 88
 BK1756.geopotential number by the normal gravity value computed on the
 BK1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1756.degrees latitude (g = 980.6199 gals.).
 BK1756
 BK1756.The modeled gravity was interpolated from observed gravity values.
 BK1756
 BK1756;                    North         East    Units  Estimated Accuracy
 BK1756;SPC TX C     - 3,065,540.    1,332,550.      MT  (+/- 180 meters Scaled)
 BK1756
 BK1756                          SUPERSEDED SURVEY CONTROL
 BK1756
 BK1756  NGVD 29 (??/??/??)    3.337  (m)           10.95   (f) ADJUSTED    1 1
 BK1756
 BK1756.Superseded values are not recommended for survey control.
 BK1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1756.See file dsdata.txt to determine how the superseded data were derived.
 BK1756
 BK1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP260289(NAD 83)
 BK1756_MARKER: DB = BENCH MARK DISK
 BK1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1756_SP_SET: CONCRETE POST
 BK1756_STAMPING: W 1036 1955
 BK1756_MARK LOGO: CGS   
 BK1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1756+STABILITY: SURFACE MOTION
 BK1756
 BK1756  HISTORY     - Date     Condition        Report By
 BK1756  HISTORY     - 1955     MONUMENTED       CGS
 BK1756  HISTORY     - 1972     GOOD             NGS
 BK1756  HISTORY     - 1979     GOOD             NGS
 BK1756  HISTORY     - 1986     GOOD             NGS
 BK1756  HISTORY     - 1987     GOOD             USPSQD
 BK1756  HISTORY     - 19880924 GOOD             USPSQD
 BK1756  HISTORY     - 1990     POOR             USPSQD
 BK1756  HISTORY     - 1990     GOOD             USPSQD
 BK1756  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 BK1756  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1756
 BK1756                          STATION DESCRIPTION
 BK1756
 BK1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1756'1.7 MI W FROM ORANGE.
 BK1756'ABOUT 1.7 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1756'STATION AT ORANGE, 0.2 MILE EAST OF THE CROSSING WITH STATE HIGHWAY
 BK1756'87, 201 FEET WEST-SOUTHWEST OF AND ACROSS S. AVENUE FROM THE SOUTHWEST
 BK1756'CORNER OF A CONCRETE BLOCK BUILDING (GIBSON CENTER) 52 1/2 FEET SOUTH
 BK1756'OF AND ACROSS SOUTH AVENUE FROM A POWER POLE, 41 FEET NORTH OF THE
 BK1756'NORTH RAIL, 37 FEET SOUTH OF THE CENTER LINE OF SOUTH AVENUE ON THE
 BK1756'SOUTH SHOULDER OF A DITCH, 1 FOOT WEST OF A METAL WITNESS POST, 2 FEET
 BK1756'ABOVE THE AVENUE, 4 1/2 FEET BELOW THE LEVEL OF THE RAIL, SET IN THE
 BK1756'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BK1756
 BK1756                          STATION RECOVERY (1979)
 BK1756
 BK1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1756'RECOVERED IN GOOD CONDITION.
 BK1756
 BK1756                          STATION RECOVERY (1986)
 BK1756
 BK1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1756'RECOVERED IN GOOD CONDITION.
 BK1756
 BK1756                          STATION RECOVERY (1987)
 BK1756
 BK1756'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 BK1756'RECOVERED IN GOOD CONDITION.
 BK1756
 BK1756                          STATION RECOVERY (1988)
 BK1756
 BK1756'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1756'RECOVERED IN GOOD CONDITION.
 BK1756
 BK1756                          STATION RECOVERY (1990)
 BK1756
 BK1756'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 BK1756'MARK RECOVERED IN POOR CONDITION.
 BK1756
 BK1756                          STATION RECOVERY (1990)
 BK1756
 BK1756'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHB)
 BK1756'RECOVERED IN GOOD CONDITION.
 BK1756
 BK1756                          STATION RECOVERY (1996)
 BK1756
 BK1756'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1756'MARK NOT FOUND.
 BK1756
 BK1756                          STATION RECOVERY (2002)
 BK1756
 BK1756'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1756'EXTREMELY HEAVY UNDERBRUSH, MARKER MAY STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0220 ***********************************************************************
 EO0220  DESIGNATION -  W 1037
 EO0220  PID         -  EO0220
 EO0220  STATE/COUNTY-  TX/PARMER
 EO0220  USGS QUAD   -  BOVINA (1980)
 EO0220
 EO0220                         *CURRENT SURVEY CONTROL
 EO0220  ___________________________________________________________________
 EO0220* NAD 83(1986)-  34 30 32.     (N)    102 53 52.     (W)     SCALED    
 EO0220* NAVD 88     -      1236.995  (meters)    4058.37   (feet)  ADJUSTED  
 EO0220  ___________________________________________________________________
 EO0220  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 EO0220  DYNAMIC HT  -        1235.386 (meters)    4053.10  (feet)  COMP
 EO0220  MODELED GRAV-     979,291.4   (mgal)                       NAVD 88
 EO0220
 EO0220  VERT ORDER  -  FIRST     CLASS II
 EO0220
 EO0220.The horizontal coordinates were scaled from a topographic map and have
 EO0220.an estimated accuracy of +/- 6 seconds.
 EO0220
 EO0220.The orthometric height was determined by differential leveling
 EO0220.and adjusted by the National Geodetic Survey in June 1991..
 EO0220
 EO0220.The geoid height was determined by GEOID03.
 EO0220
 EO0220.The dynamic height is computed by dividing the NAVD 88
 EO0220.geopotential number by the normal gravity value computed on the
 EO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0220.degrees latitude (g = 980.6199 gals.).
 EO0220
 EO0220.The modeled gravity was interpolated from observed gravity values.
 EO0220
 EO0220;                    North         East    Units  Estimated Accuracy
 EO0220;SPC TX N     - 1,057,360.       71,640.      MT  (+/- 180 meters Scaled)
 EO0220
 EO0220                          SUPERSEDED SURVEY CONTROL
 EO0220
 EO0220  NGVD 29 (??/??/92) 1236.448  (m)         4056.58   (f) ADJ UNCH    1 2
 EO0220
 EO0220.Superseded values are not recommended for survey control.
 EO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0220.See file dsdata.txt to determine how the superseded data were derived.
 EO0220
 EO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU929205(NAD 83)
 EO0220_MARKER: DB = BENCH MARK DISK
 EO0220_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EO0220_STAMPING: W 1037 1958
 EO0220_MARK LOGO: CGS   
 EO0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0220+STABILITY: SURFACE MOTION
 EO0220
 EO0220  HISTORY     - Date     Condition        Report By
 EO0220  HISTORY     - 1958     MONUMENTED       CGS
 EO0220  HISTORY     - 1984     GOOD             NGS
 EO0220
 EO0220                          STATION DESCRIPTION
 EO0220
 EO0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0220'1.1 MI SW FROM BOVINA.
 EO0220'ABOUT 1.1 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0220'THE STATION AT BOVINA, 10 1/2 TELEPHONE POLES SOUTH OF MILE POST 635,
 EO0220'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A FOUR CHANNEL
 EO0220'CULVERT, 1 1/2 RAILS SOUTH OF THE SOUTH END OF A SIDE TRACK, 9 RAILS
 EO0220'NORTH OF THE NORTH END OF STATE HIGHWAY 86 UNDERPASS, 12 FEET EAST OF
 EO0220'THE NEAR RAIL, AND ABOUT 4 FEET BELOW THE TRACK.
 EO0220
 EO0220                          STATION RECOVERY (1984)
 EO0220
 EO0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0220'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.3 KM
 EO0220'(12.0 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0220'RAILROAD FROM THE STATION IN TEXICO, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0196 ***********************************************************************
 EO0196  DESIGNATION -  W 1038
 EO0196  PID         -  EO0196
 EO0196  STATE/COUNTY-  TX/PARMER
 EO0196  USGS QUAD   -  FRIONA (1980)
 EO0196
 EO0196                         *CURRENT SURVEY CONTROL
 EO0196  ___________________________________________________________________
 EO0196* NAD 83(1986)-  34 39 05.     (N)    102 40 25.     (W)     SCALED    
 EO0196* NAVD 88     -      1215.700  (meters)    3988.51   (feet)  ADJUSTED  
 EO0196  ___________________________________________________________________
 EO0196  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 EO0196  DYNAMIC HT  -        1214.136 (meters)    3983.38  (feet)  COMP
 EO0196  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 EO0196
 EO0196  VERT ORDER  -  FIRST     CLASS II
 EO0196
 EO0196.The horizontal coordinates were scaled from a topographic map and have
 EO0196.an estimated accuracy of +/- 6 seconds.
 EO0196
 EO0196.The orthometric height was determined by differential leveling
 EO0196.and adjusted by the National Geodetic Survey in June 1991..
 EO0196
 EO0196.The geoid height was determined by GEOID03.
 EO0196
 EO0196.The dynamic height is computed by dividing the NAVD 88
 EO0196.geopotential number by the normal gravity value computed on the
 EO0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0196.degrees latitude (g = 980.6199 gals.).
 EO0196
 EO0196.The modeled gravity was interpolated from observed gravity values.
 EO0196
 EO0196;                    North         East    Units  Estimated Accuracy
 EO0196;SPC TX N     - 1,072,900.       92,410.      MT  (+/- 180 meters Scaled)
 EO0196
 EO0196                          SUPERSEDED SURVEY CONTROL
 EO0196
 EO0196  NGVD 29 (??/??/92) 1215.144  (m)         3986.68   (f) ADJ UNCH    1 2
 EO0196
 EO0196.Superseded values are not recommended for survey control.
 EO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0196.See file dsdata.txt to determine how the superseded data were derived.
 EO0196
 EO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU132368(NAD 83)
 EO0196_MARKER: DB = BENCH MARK DISK
 EO0196_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EO0196_SP_SET: 28 FEET
 EO0196_STAMPING: W 1038 1958
 EO0196_MARK LOGO: CGS   
 EO0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0196
 EO0196  HISTORY     - Date     Condition        Report By
 EO0196  HISTORY     - 1958     MONUMENTED       CGS
 EO0196  HISTORY     - 1984     GOOD             NGS
 EO0196
 EO0196                          STATION DESCRIPTION
 EO0196
 EO0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0196'2.85 MI NE FROM FRIONA.
 EO0196'ABOUT 2.85 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0196'FROM THE STATION AT FRIONA, 52 FEET SOUTH AND ACROSS THE TRACK FROM
 EO0196'MILE POST 619, ABOUT 150 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 EO0196'SMALL FARMHOUSE, 34 FEET SOUTHEAST OF THE NEAR RAIL, 139 FEET EAST OF
 EO0196'THE CENTER LINE OF THE ROAD CROSSING, 43 FEET NORTHWEST OF THE CENTER
 EO0196'LINE OF THE ROAD PARALLELING THE TRACK, 7 FEET NORTH OF A TELEPHONE
 EO0196'POLE, 2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 EO0196'TRACK, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 EO0196'5/8-INCH COPPER COATED ROAD WHICH IS DRIVEN TO A DEPTH OF 28 FEET AND
 EO0196'IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
 EO0196
 EO0196                          STATION RECOVERY (1984)
 EO0196
 EO0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0047 ***********************************************************************
 EO0047  DESIGNATION -  W 1039
 EO0047  PID         -  EO0047
 EO0047  STATE/COUNTY-  TX/DEAF SMITH
 EO0047  USGS QUAD   -  HEREFORD (1970)
 EO0047
 EO0047                         *CURRENT SURVEY CONTROL
 EO0047  ___________________________________________________________________
 EO0047* NAD 83(1986)-  34 49 09.     (N)    102 23 19.     (W)     SCALED    
 EO0047* NAVD 88     -      1162.412  (meters)    3813.68   (feet)  ADJUSTED  
 EO0047  ___________________________________________________________________
 EO0047  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 EO0047  DYNAMIC HT  -        1160.945 (meters)    3808.87  (feet)  COMP
 EO0047  MODELED GRAV-     979,333.3   (mgal)                       NAVD 88
 EO0047
 EO0047  VERT ORDER  -  FIRST     CLASS II
 EO0047
 EO0047.The horizontal coordinates were scaled from a topographic map and have
 EO0047.an estimated accuracy of +/- 6 seconds.
 EO0047
 EO0047.The orthometric height was determined by differential leveling
 EO0047.and adjusted by the National Geodetic Survey in June 1991..
 EO0047
 EO0047.The geoid height was determined by GEOID03.
 EO0047
 EO0047.The dynamic height is computed by dividing the NAVD 88
 EO0047.geopotential number by the normal gravity value computed on the
 EO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0047.degrees latitude (g = 980.6199 gals.).
 EO0047
 EO0047.The modeled gravity was interpolated from observed gravity values.
 EO0047
 EO0047;                    North         East    Units  Estimated Accuracy
 EO0047;SPC TX N     - 1,091,240.      118,710.      MT  (+/- 180 meters Scaled)
 EO0047
 EO0047                          SUPERSEDED SURVEY CONTROL
 EO0047
 EO0047  NGVD 29 (??/??/92) 1161.922  (m)         3812.07   (f) ADJ UNCH    1 2
 EO0047
 EO0047.Superseded values are not recommended for survey control.
 EO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0047.See file dsdata.txt to determine how the superseded data were derived.
 EO0047
 EO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU388560(NAD 83)
 EO0047_MARKER: DB = BENCH MARK DISK
 EO0047_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EO0047+WITH SETTING: PAVEMENT
 EO0047_SP_SET: FOOTING
 EO0047_STAMPING: W 1039 1958
 EO0047_MARK LOGO: CGS   
 EO0047_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0047+STABILITY: SURFACE MOTION
 EO0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0047+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 EO0047
 EO0047  HISTORY     - Date     Condition        Report By
 EO0047  HISTORY     - 1958     MONUMENTED       CGS
 EO0047  HISTORY     - 1984     GOOD             NGS
 EO0047  HISTORY     - 20020314 GOOD             NGS
 EO0047
 EO0047                          STATION DESCRIPTION
 EO0047
 EO0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0047'0.5 MI NE FROM HEREFORD.
 EO0047'ABOUT 0.5 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0047'THE STATION AT HEREFORD, 30 FEET NORTHEAST OF MILE POST 599, IN THE
 EO0047'TOP OF THE SOUTH CORNER OF THE SOUTH LEG OF A CEMENT BIN AT THE GROWE
 EO0047'GULDE CEMENT COMPANYS READY MIX PLANT, 38 FEET NORTHWEST OF THE NEAR
 EO0047'RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT BELOW THE TRACK.
 EO0047
 EO0047                          STATION RECOVERY (1984)
 EO0047
 EO0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0047'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE=AT
 EO0047'THE GROWE GULDE CEMENT COMPANYS READY MIX PLANT.  ADD=AT THE HEREFORD
 EO0047'CONCRETE PRODUCTS READY MIX PLANT.
 EO0047
 EO0047                          STATION RECOVERY (2002)
 EO0047
 EO0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0047'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS,   DELETE THE
 EO0047'HEREFORD
 EO0047'CONCRETE PRODUCTS READY MIX PLANT AND ADD THE FOUST FEEDS COMPANY  AND
 EO0047'ONLY THE
 EO0047'FOOTING OF THE CEMENT BIN REMAINS.
 EO0047' 
 EO0047' 
 EO0047' 
 EO0047'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0161 ***********************************************************************
 BO0161  DESIGNATION -  W 104
 BO0161  PID         -  BO0161
 BO0161  STATE/COUNTY-  TX/CROCKETT
 BO0161  USGS QUAD   -  OZONA (1979)
 BO0161
 BO0161                         *CURRENT SURVEY CONTROL
 BO0161  ___________________________________________________________________
 BO0161* NAD 83(1986)-  30 42 42.     (N)    101 12 04.     (W)     SCALED    
 BO0161* NAVD 88     -       716.540  (meters)    2350.85   (feet)  ADJUSTED  
 BO0161  ___________________________________________________________________
 BO0161  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 BO0161  DYNAMIC HT  -         715.485 (meters)    2347.39  (feet)  COMP
 BO0161  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 BO0161
 BO0161  VERT ORDER  -  FIRST     CLASS II
 BO0161
 BO0161.The horizontal coordinates were scaled from a topographic map and have
 BO0161.an estimated accuracy of +/- 6 seconds.
 BO0161
 BO0161.The orthometric height was determined by differential leveling
 BO0161.and adjusted by the National Geodetic Survey in June 1991..
 BO0161
 BO0161.The geoid height was determined by GEOID03.
 BO0161
 BO0161.The dynamic height is computed by dividing the NAVD 88
 BO0161.geopotential number by the normal gravity value computed on the
 BO0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0161.degrees latitude (g = 980.6199 gals.).
 BO0161
 BO0161.The modeled gravity was interpolated from observed gravity values.
 BO0161
 BO0161;                    North         East    Units  Estimated Accuracy
 BO0161;SPC TX C     - 3,116,170.      616,890.      MT  (+/- 180 meters Scaled)
 BO0161
 BO0161                          SUPERSEDED SURVEY CONTROL
 BO0161
 BO0161  NGVD 29 (??/??/92)  716.325  (m)         2350.14   (f) ADJ UNCH    1 2
 BO0161
 BO0161.Superseded values are not recommended for survey control.
 BO0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0161.See file dsdata.txt to determine how the superseded data were derived.
 BO0161
 BO0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU892997(NAD 83)
 BO0161_MARKER: DB = BENCH MARK DISK
 BO0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0161_SP_SET: STEP
 BO0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0161
 BO0161  HISTORY     - Date     Condition        Report By
 BO0161  HISTORY     - UNK      MONUMENTED       CGS
 BO0161  HISTORY     - 1933     GOOD             NGS
 BO0161  HISTORY     - 1958     MARK NOT FOUND   NGS
 BO0161
 BO0161                          STATION DESCRIPTION
 BO0161
 BO0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BO0161'IN OZONA.
 BO0161'SET IN STEP ON NORTH SIDE OF ENTRANCE TO OZONA NATIONAL BANK.
 BO0161
 BO0161                          STATION RECOVERY (1958)
 BO0161
 BO0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BO0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0241 ***********************************************************************
 DM0241  DESIGNATION -  W 1041
 DM0241  PID         -  DM0241
 DM0241  STATE/COUNTY-  TX/TITUS
 DM0241  USGS QUAD   -  CASON (1980)
 DM0241
 DM0241                         *CURRENT SURVEY CONTROL
 DM0241  ___________________________________________________________________
 DM0241* NAD 83(1986)-  33 01 29.     (N)    094 50 26.     (W)     SCALED    
 DM0241* NAVD 88     -        94.291  (meters)     309.35   (feet)  ADJUSTED  
 DM0241  ___________________________________________________________________
 DM0241  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0241  DYNAMIC HT  -          94.187 (meters)     309.01  (feet)  COMP
 DM0241  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 DM0241
 DM0241  VERT ORDER  -  FIRST     CLASS II
 DM0241
 DM0241.The horizontal coordinates were scaled from a topographic map and have
 DM0241.an estimated accuracy of +/- 6 seconds.
 DM0241
 DM0241.The orthometric height was determined by differential leveling
 DM0241.and adjusted by the National Geodetic Survey in June 1991..
 DM0241
 DM0241.The geoid height was determined by GEOID03.
 DM0241
 DM0241.The dynamic height is computed by dividing the NAVD 88
 DM0241.geopotential number by the normal gravity value computed on the
 DM0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0241.degrees latitude (g = 980.6199 gals.).
 DM0241
 DM0241.The modeled gravity was interpolated from observed gravity values.
 DM0241
 DM0241;                    North         East    Units  Estimated Accuracy
 DM0241;SPC TXNC     - 2,156,550.      941,780.      MT  (+/- 180 meters Scaled)
 DM0241
 DM0241                          SUPERSEDED SURVEY CONTROL
 DM0241
 DM0241  NGVD 29 (??/??/92)   94.322  (m)          309.45   (f) ADJ UNCH    1 2
 DM0241
 DM0241.Superseded values are not recommended for survey control.
 DM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0241.See file dsdata.txt to determine how the superseded data were derived.
 DM0241
 DM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS280555(NAD 83)
 DM0241_MARKER: DB = BENCH MARK DISK
 DM0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0241_STAMPING: W 1041 1954
 DM0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0241+STABILITY: SURFACE MOTION
 DM0241
 DM0241  HISTORY     - Date     Condition        Report By
 DM0241  HISTORY     - 1954     MONUMENTED       CGS
 DM0241
 DM0241                          STATION DESCRIPTION
 DM0241
 DM0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0241'7.8 MI W FROM DRINGERFIELD.
 DM0241'7.8 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0241'STATION AT DRINGERFIELD, 4 POLES EAST OF A ROAD CROSSING, 59 FEET
 DM0241'NORTHEAST OF A TELEPHONE POLE, AT THE EAST END OF A CUT, 34 FEET SOUTH
 DM0241'OF THE SOUTH RAIL, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 DM0241'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0233 ***********************************************************************
 CR0233  DESIGNATION -  W 1042
 CR0233  PID         -  CR0233
 CR0233  STATE/COUNTY-  TX/MARION
 CR0233  USGS QUAD   -  LASSATER (1961)
 CR0233
 CR0233                         *CURRENT SURVEY CONTROL
 CR0233  ___________________________________________________________________
 CR0233* NAD 83(1986)-  32 50 13.     (N)    094 31 01.     (W)     SCALED    
 CR0233* NAVD 88     -       110.236  (meters)     361.67   (feet)  ADJUSTED  
 CR0233  ___________________________________________________________________
 CR0233  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CR0233  DYNAMIC HT  -         110.113 (meters)     361.26  (feet)  COMP
 CR0233  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 CR0233
 CR0233  VERT ORDER  -  FIRST     CLASS II
 CR0233
 CR0233.The horizontal coordinates were scaled from a topographic map and have
 CR0233.an estimated accuracy of +/- 6 seconds.
 CR0233
 CR0233.The orthometric height was determined by differential leveling
 CR0233.and adjusted by the National Geodetic Survey in June 1991..
 CR0233
 CR0233.The geoid height was determined by GEOID03.
 CR0233
 CR0233.The dynamic height is computed by dividing the NAVD 88
 CR0233.geopotential number by the normal gravity value computed on the
 CR0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0233.degrees latitude (g = 980.6199 gals.).
 CR0233
 CR0233.The modeled gravity was interpolated from observed gravity values.
 CR0233
 CR0233;                    North         East    Units  Estimated Accuracy
 CR0233;SPC TXNC     - 2,136,840.      972,780.      MT  (+/- 180 meters Scaled)
 CR0233
 CR0233                          SUPERSEDED SURVEY CONTROL
 CR0233
 CR0233  NGVD 29 (??/??/92)  110.282  (m)          361.82   (f) ADJ UNCH    1 2
 CR0233
 CR0233.Superseded values are not recommended for survey control.
 CR0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0233.See file dsdata.txt to determine how the superseded data were derived.
 CR0233
 CR0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS580342(NAD 83)
 CR0233_MARKER: DB = BENCH MARK DISK
 CR0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0233_STAMPING: W 1042 1954
 CR0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0233+STABILITY: SURFACE MOTION
 CR0233
 CR0233  HISTORY     - Date     Condition        Report By
 CR0233  HISTORY     - 1954     MONUMENTED       CGS
 CR0233
 CR0233                          STATION DESCRIPTION
 CR0233
 CR0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0233'5.5 MI SE FROM AVINGER.
 CR0233'5.5 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0233'STATION AT AVINGER, 0.3 MILE SOUTHWEST OF THE UNDERPASS OF STATE
 CR0233'HIGHWAY 49, 46.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 8 FEET
 CR0233'NORTHWEST OF MILEPOST T - 62, 2 FEET SOUTHEAST OF A FENCE, 2 FEET
 CR0233'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0233'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1157 ***********************************************************************
 FL1157  DESIGNATION -  W 1043
 FL1157  PID         -  FL1157
 FL1157  STATE/COUNTY-  TX/POTTER
 FL1157  USGS QUAD   -  PULLMAN (1973)
 FL1157
 FL1157                         *CURRENT SURVEY CONTROL
 FL1157  ___________________________________________________________________
 FL1157* NAD 83(1986)-  35 13 27.     (N)    101 42 55.     (W)     SCALED    
 FL1157* NAVD 88     -      1098.625  (meters)    3604.41   (feet)  ADJUSTED  
 FL1157  ___________________________________________________________________
 FL1157  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL1157  DYNAMIC HT  -        1097.321 (meters)    3600.13  (feet)  COMP
 FL1157  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 FL1157
 FL1157  VERT ORDER  -  FIRST     CLASS II
 FL1157
 FL1157.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1157
 FL1157.The horizontal coordinates were scaled from a topographic map and have
 FL1157.an estimated accuracy of +/- 6 seconds.
 FL1157
 FL1157.The orthometric height was determined by differential leveling
 FL1157.and adjusted by the National Geodetic Survey in June 1991..
 FL1157
 FL1157.The geoid height was determined by GEOID03.
 FL1157
 FL1157.The dynamic height is computed by dividing the NAVD 88
 FL1157.geopotential number by the normal gravity value computed on the
 FL1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1157.degrees latitude (g = 980.6199 gals.).
 FL1157
 FL1157.The modeled gravity was interpolated from observed gravity values.
 FL1157
 FL1157;                    North         East    Units  Estimated Accuracy
 FL1157;SPC TX N     - 1,135,830.      180,400.      MT  (+/- 180 meters Scaled)
 FL1157
 FL1157                          SUPERSEDED SURVEY CONTROL
 FL1157
 FL1157  NGVD 29 (??/??/92) 1098.125  (m)         3602.77   (f) ADJ UNCH    1 2
 FL1157
 FL1157.Superseded values are not recommended for survey control.
 FL1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1157.See file dsdata.txt to determine how the superseded data were derived.
 FL1157
 FL1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE528012(NAD 83)
 FL1157_MARKER: DB = BENCH MARK DISK
 FL1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1157_STAMPING: W 1043 1957
 FL1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1157+STABILITY: SURFACE MOTION
 FL1157
 FL1157  HISTORY     - Date     Condition        Report By
 FL1157  HISTORY     - 1957     MONUMENTED       CGS
 FL1157  HISTORY     - 1964     GOOD             NGS
 FL1157  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1157
 FL1157                          STATION DESCRIPTION
 FL1157
 FL1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FL1157'9 MI NE FROM AMARILLO.
 FL1157'ABOUT 9 MILES NORTHEAST OF AMARILLO, AT AMARILLO AIR FORCE BASE, 5390
 FL1157'FEET SOUTHWEST OF THE NORTHEAST END OF A PROPOSED RUNWAY, 1445 FEET
 FL1157'NORTHWEST OF THE CENTER LINE OF THE PROPOSED RUNWAY, AT RUNWAY STATION
 FL1157'81 + 10, 5 FEET SOUTHEAST OF THE PROPERTY LINE OF THE AIR BASE, 2 FEET
 FL1157'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL1157'IS FLUSH WITH THE GROUND.
 FL1157
 FL1157                          STATION RECOVERY (1964)
 FL1157
 FL1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FL1157'RECOVERED IN GOOD CONDITION.
 FL1157
 FL1157                          STATION RECOVERY (1984)
 FL1157
 FL1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0021 ***********************************************************************
 CT0021  DESIGNATION -  W 1048
 CT0021  PID         -  CT0021
 CT0021  STATE/COUNTY-  TX/PALO PINTO
 CT0021  USGS QUAD   -  SANTO (1984)
 CT0021
 CT0021                         *CURRENT SURVEY CONTROL
 CT0021  ___________________________________________________________________
 CT0021* NAD 83(1986)-  32 37 14.     (N)    098 11 09.     (W)     SCALED    
 CT0021* NAVD 88     -       243.328  (meters)     798.32   (feet)  ADJUSTED  
 CT0021  ___________________________________________________________________
 CT0021  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CT0021  DYNAMIC HT  -         243.027 (meters)     797.33  (feet)  COMP
 CT0021  MODELED GRAV-     979,396.4   (mgal)                       NAVD 88
 CT0021
 CT0021  VERT ORDER  -  FIRST     CLASS II
 CT0021
 CT0021.The horizontal coordinates were scaled from a topographic map and have
 CT0021.an estimated accuracy of +/- 6 seconds.
 CT0021
 CT0021.The orthometric height was determined by differential leveling
 CT0021.and adjusted by the National Geodetic Survey in June 1991..
 CT0021
 CT0021.The geoid height was determined by GEOID03.
 CT0021
 CT0021.The dynamic height is computed by dividing the NAVD 88
 CT0021.geopotential number by the normal gravity value computed on the
 CT0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0021.degrees latitude (g = 980.6199 gals.).
 CT0021
 CT0021.The modeled gravity was interpolated from observed gravity values.
 CT0021
 CT0021;                    North         East    Units  Estimated Accuracy
 CT0021;SPC TXNC     - 2,105,820.      629,480.      MT  (+/- 180 meters Scaled)
 CT0021
 CT0021                          SUPERSEDED SURVEY CONTROL
 CT0021
 CT0021  NGVD 29 (??/??/92)  243.241  (m)          798.03   (f) ADJ UNCH    1 2
 CT0021
 CT0021.Superseded values are not recommended for survey control.
 CT0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0021.See file dsdata.txt to determine how the superseded data were derived.
 CT0021
 CT0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB763095(NAD 83)
 CT0021_MARKER: DB = BENCH MARK DISK
 CT0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0021_STAMPING: W 1048 1955
 CT0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0021+STABILITY: SURFACE MOTION
 CT0021
 CT0021  HISTORY     - Date     Condition        Report By
 CT0021  HISTORY     - 1955     MONUMENTED       CGS
 CT0021  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0021  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0021
 CT0021                          STATION DESCRIPTION
 CT0021
 CT0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0021'2.1 MI NE FROM SANTO.
 CT0021'2.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0021'STATION AT SANTO, 0.2 MILE NORTHEAST OF A PRIVATE ROAD CROSSING, 49
 CT0021'FEET EAST OF SEMAPHORE 305.4, 32 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CT0021'15.6 FEET NORTHWEST OF A FENCE, 4.6 FEET SOUTHWEST OF A TELEPHONE
 CT0021'POLE, 2.3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CT0021'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND..
 CT0021
 CT0021                          STATION RECOVERY (1998)
 CT0021
 CT0021'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0021'MARK NOT FOUND.
 CT0021
 CT0021                          STATION RECOVERY (2004)
 CT0021
 CT0021'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0169 ***********************************************************************
 CT0169  DESIGNATION -  W 1049
 CT0169  PID         -  CT0169
 CT0169  STATE/COUNTY-  TX/EASTLAND
 CT0169  USGS QUAD   -  RANGER (1987)
 CT0169
 CT0169                         *CURRENT SURVEY CONTROL
 CT0169  ___________________________________________________________________
 CT0169* NAD 83(1986)-  32 26 30.     (N)    098 41 56.     (W)     SCALED    
 CT0169* NAVD 88     -       450.249  (meters)    1477.19   (feet)  ADJUSTED  
 CT0169  ___________________________________________________________________
 CT0169  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CT0169  DYNAMIC HT  -         449.671 (meters)    1475.30  (feet)  COMP
 CT0169  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 CT0169
 CT0169  VERT ORDER  -  FIRST     CLASS II
 CT0169
 CT0169.The horizontal coordinates were scaled from a topographic map and have
 CT0169.an estimated accuracy of +/- 6 seconds.
 CT0169
 CT0169.The orthometric height was determined by differential leveling
 CT0169.and adjusted by the National Geodetic Survey in June 1991..
 CT0169.WARNING-Repeat measurements at this control monument indicate possible
 CT0169.vertical movement.
 CT0169
 CT0169.The geoid height was determined by GEOID03.
 CT0169
 CT0169.The dynamic height is computed by dividing the NAVD 88
 CT0169.geopotential number by the normal gravity value computed on the
 CT0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0169.degrees latitude (g = 980.6199 gals.).
 CT0169
 CT0169.The modeled gravity was interpolated from observed gravity values.
 CT0169
 CT0169;                    North         East    Units  Estimated Accuracy
 CT0169;SPC TXNC     - 2,085,960.      581,300.      MT  (+/- 180 meters Scaled)
 CT0169
 CT0169                          SUPERSEDED SURVEY CONTROL
 CT0169
 CT0169  NGVD 29 (??/??/92)  450.217  (m)         1477.09   (f) ADJ UNCH    1 2
 CT0169
 CT0169.Superseded values are not recommended for survey control.
 CT0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0169.See file dsdata.txt to determine how the superseded data were derived.
 CT0169
 CT0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA283894(NAD 83)
 CT0169_MARKER: DB = BENCH MARK DISK
 CT0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0169_SP_SET: FOUNDATION
 CT0169_STAMPING: W 1049 1956
 CT0169_MARK LOGO: CGS   
 CT0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0169
 CT0169  HISTORY     - Date     Condition        Report By
 CT0169  HISTORY     - 1956     MONUMENTED       CGS
 CT0169  HISTORY     - 1983     GOOD             NGS
 CT0169
 CT0169                          STATION DESCRIPTION
 CT0169
 CT0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0169'2.1 MI SW FROM RANGER.
 CT0169'2.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0169'STATION AT RANGER, 2 POLES SOUTHWEST OF MILEPOST 343, 149 FEET
 CT0169'NORTHWEST OF THE NORTHWEST RAIL, 100.6 FEET NORTHWEST OF A FENCE, 2.5
 CT0169'FEET ABOVE THE GROUND, SET IN THE TOP OF THE SOUTH CORNER OF AN OLD
 CT0169'CONCRETE FOUNDATION.
 CT0169
 CT0169                          STATION RECOVERY (1983)
 CT0169
 CT0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0169'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.4 KM
 CT0169'(0.25 MI) NORTHERLY ALONG A PAVED ROAD FROM THE JUNCTION OF INTERSTATE
 CT0169'HIGHWAY 20 AND FARM ROAD 2461 IN RANGER, THENCE 0.3 KM (0.2 MI)
 CT0169'SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0352 ***********************************************************************
 BO0352  DESIGNATION -  W 105
 BO0352  PID         -  BO0352
 BO0352  STATE/COUNTY-  TX/PECOS
 BO0352  USGS QUAD   -  SHEFFIELD (1967)
 BO0352
 BO0352                         *CURRENT SURVEY CONTROL
 BO0352  ___________________________________________________________________
 BO0352* NAD 83(1986)-  30 44 34.     (N)    101 51 52.     (W)     SCALED    
 BO0352* NAVD 88     -       670.275  (meters)    2199.06   (feet)  ADJUSTED  
 BO0352  ___________________________________________________________________
 BO0352  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 BO0352  DYNAMIC HT  -         669.299 (meters)    2195.86  (feet)  COMP
 BO0352  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 BO0352
 BO0352  VERT ORDER  -  FIRST     CLASS II
 BO0352
 BO0352.The horizontal coordinates were scaled from a topographic map and have
 BO0352.an estimated accuracy of +/- 6 seconds.
 BO0352
 BO0352.The orthometric height was determined by differential leveling
 BO0352.and adjusted by the National Geodetic Survey in June 1991..
 BO0352
 BO0352.The geoid height was determined by GEOID03.
 BO0352
 BO0352.The dynamic height is computed by dividing the NAVD 88
 BO0352.geopotential number by the normal gravity value computed on the
 BO0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0352.degrees latitude (g = 980.6199 gals.).
 BO0352
 BO0352.The modeled gravity was interpolated from observed gravity values.
 BO0352
 BO0352;                    North         East    Units  Estimated Accuracy
 BO0352;SPC TX C     - 3,120,300.      553,400.      MT  (+/- 180 meters Scaled)
 BO0352
 BO0352                          SUPERSEDED SURVEY CONTROL
 BO0352
 BO0352  NGVD 29 (??/??/92)  670.053  (m)         2198.33   (f) ADJ UNCH    1 2
 BO0352
 BO0352.Superseded values are not recommended for survey control.
 BO0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0352.See file dsdata.txt to determine how the superseded data were derived.
 BO0352
 BO0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV257046(NAD 83)
 BO0352_MARKER: DB = BENCH MARK DISK
 BO0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0352_STAMPING: W 105 1933 2198.332
 BO0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0352+STABILITY: SURFACE MOTION
 BO0352
 BO0352  HISTORY     - Date     Condition        Report By
 BO0352  HISTORY     - 1933     MONUMENTED       CGS
 BO0352  HISTORY     - 1958     GOOD             NGS
 BO0352  HISTORY     - 1967     GOOD             LOCSUR
 BO0352
 BO0352                          STATION DESCRIPTION
 BO0352
 BO0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0352'6.05 MI W FROM SHEFFIELD.
 BO0352'ABOUT 6.05 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0352'SHEFFIELD, 54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.55
 BO0352'MILE WEST OF THE JUNCTION WITH A PRIVATE ROAD LEADING NORTHWEST, 300
 BO0352'FEET NORTH AND ACROSS THE HIGHWAY FROM A STEEL WINDMILL, 161 FEET EAST
 BO0352'OF THE CENTER LINE OF A DRAW, 2 FEET NORTH OF THE NORTH HIGHWAY RIGHT
 BO0352'OF WAY FENCE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 BO0352'FEET ABOVE THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BO0352'INCHES.
 BO0352
 BO0352                          STATION RECOVERY (1967)
 BO0352
 BO0352'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 BO0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0046 ***********************************************************************
 CT0046  DESIGNATION -  W 1050
 CT0046  PID         -  CT0046
 CT0046  STATE/COUNTY-  TX/PALO PINTO
 CT0046  USGS QUAD   -  STRAWN EAST (1984)
 CT0046
 CT0046                         *CURRENT SURVEY CONTROL
 CT0046  ___________________________________________________________________
 CT0046* NAD 83(1986)-  32 32 56.     (N)    098 27 36.     (W)     SCALED    
 CT0046* NAVD 88     -       290.517  (meters)     953.14   (feet)  ADJUSTED  
 CT0046  ___________________________________________________________________
 CT0046  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0046  DYNAMIC HT  -         290.154 (meters)     951.95  (feet)  COMP
 CT0046  MODELED GRAV-     979,384.3   (mgal)                       NAVD 88
 CT0046
 CT0046  VERT ORDER  -  FIRST     CLASS II
 CT0046
 CT0046.The horizontal coordinates were scaled from a topographic map and have
 CT0046.an estimated accuracy of +/- 6 seconds.
 CT0046
 CT0046.The orthometric height was determined by differential leveling
 CT0046.and adjusted by the National Geodetic Survey in June 1991..
 CT0046
 CT0046.The geoid height was determined by GEOID03.
 CT0046
 CT0046.The dynamic height is computed by dividing the NAVD 88
 CT0046.geopotential number by the normal gravity value computed on the
 CT0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0046.degrees latitude (g = 980.6199 gals.).
 CT0046
 CT0046.The modeled gravity was interpolated from observed gravity values.
 CT0046
 CT0046;                    North         East    Units  Estimated Accuracy
 CT0046;SPC TXNC     - 2,097,830.      603,760.      MT  (+/- 180 meters Scaled)
 CT0046
 CT0046                          SUPERSEDED SURVEY CONTROL
 CT0046
 CT0046  NGVD 29 (??/??/92)  290.413  (m)          952.80   (f) ADJ UNCH    1 2
 CT0046
 CT0046.Superseded values are not recommended for survey control.
 CT0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0046.See file dsdata.txt to determine how the superseded data were derived.
 CT0046
 CT0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB507014(NAD 83)
 CT0046_MARKER: DB = BENCH MARK DISK
 CT0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0046_STAMPING: W 1050 1956
 CT0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0046+STABILITY: SURFACE MOTION
 CT0046
 CT0046  HISTORY     - Date     Condition        Report By
 CT0046  HISTORY     - 1956     MONUMENTED       CGS
 CT0046  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0046
 CT0046                          STATION DESCRIPTION
 CT0046
 CT0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0046'2.25 MI E FROM STRAWN.
 CT0046'2.25 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0046'AT STRAWN, 34.8 FEET SOUTHEAST OF THE 2ND POLE WEST OF MILEPOST 324,
 CT0046'51.5 FEET SOUTH OF THE SOUTH RAIL, 11.5 FEET WEST OF THE CENTER OF A
 CT0046'PRIVATE ROAD CROSSING, 2.2 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 CT0046'WITNESS POST, 8 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 CT0046'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CT0046
 CT0046                          STATION RECOVERY (2004)
 CT0046
 CT0046'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0502 ***********************************************************************
 CT0502  DESIGNATION -  W 1051
 CT0502  PID         -  CT0502
 CT0502  STATE/COUNTY-  TX/CALLAHAN
 CT0502  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0502
 CT0502                         *CURRENT SURVEY CONTROL
 CT0502  ___________________________________________________________________
 CT0502* NAD 83(1986)-  32 25 10.     (N)    099 36 31.     (W)     SCALED    
 CT0502* NAVD 88     -       569.953  (meters)    1869.92   (feet)  ADJUSTED  
 CT0502  ___________________________________________________________________
 CT0502  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CT0502  DYNAMIC HT  -         569.210 (meters)    1867.48  (feet)  COMP
 CT0502  MODELED GRAV-     979,316.2   (mgal)                       NAVD 88
 CT0502
 CT0502  VERT ORDER  -  FIRST     CLASS II
 CT0502
 CT0502.The horizontal coordinates were scaled from a topographic map and have
 CT0502.an estimated accuracy of +/- 6 seconds.
 CT0502
 CT0502.The orthometric height was determined by differential leveling
 CT0502.and adjusted by the National Geodetic Survey in June 1991..
 CT0502
 CT0502.The geoid height was determined by GEOID03.
 CT0502
 CT0502.The dynamic height is computed by dividing the NAVD 88
 CT0502.geopotential number by the normal gravity value computed on the
 CT0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0502.degrees latitude (g = 980.6199 gals.).
 CT0502
 CT0502.The modeled gravity was interpolated from observed gravity values.
 CT0502
 CT0502;                    North         East    Units  Estimated Accuracy
 CT0502;SPC TXNC     - 2,084,030.      495,730.      MT  (+/- 180 meters Scaled)
 CT0502
 CT0502                          SUPERSEDED SURVEY CONTROL
 CT0502
 CT0502  NGVD 29 (??/??/92)  569.779  (m)         1869.35   (f) ADJ UNCH    1 2
 CT0502
 CT0502.Superseded values are not recommended for survey control.
 CT0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0502.See file dsdata.txt to determine how the superseded data were derived.
 CT0502
 CT0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA427870(NAD 83)
 CT0502_MARKER: DB = BENCH MARK DISK
 CT0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0502_SP_SET: CULVERT
 CT0502_STAMPING: W 1051 1956
 CT0502_MARK LOGO: CGS   
 CT0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0502
 CT0502  HISTORY     - Date     Condition        Report By
 CT0502  HISTORY     - 1956     MONUMENTED       CGS
 CT0502  HISTORY     - 1961     GOOD             NGS
 CT0502  HISTORY     - 1983     GOOD             NGS
 CT0502  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0502
 CT0502                          STATION DESCRIPTION
 CT0502
 CT0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0502'2.4 MI E FROM ELMDALE.
 CT0502'0.4 MILE SOUTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0502'2.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD, 4 POLES EAST OF
 CT0502'MILEPOST 399, 68 FEET SOUTH OF THE SOUTH RAIL, 55.4 FEET SOUTHWEST OF
 CT0502'THE 4TH POLE EAST OF MILEPOST 399, 22 FEET NORTH OF THE CENTER LINE OF
 CT0502'A ROAD, 2.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CT0502'CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE ROAD.
 CT0502
 CT0502                          STATION RECOVERY (1961)
 CT0502
 CT0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0502'RECOVERED IN GOOD CONDITION.
 CT0502
 CT0502                          STATION RECOVERY (1983)
 CT0502
 CT0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0502'RECOVERED IN GOOD CONDITION.
 CT0502
 CT0502                          STATION RECOVERY (2001)
 CT0502
 CT0502'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0399 ***********************************************************************
 CT0399  DESIGNATION -  W 1052
 CT0399  PID         -  CT0399
 CT0399  STATE/COUNTY-  TX/CALLAHAN
 CT0399  USGS QUAD   -  JAYELL (1966)
 CT0399
 CT0399                         *CURRENT SURVEY CONTROL
 CT0399  ___________________________________________________________________
 CT0399* NAD 83(1986)-  32 22 33.     (N)    099 16 50.     (W)     SCALED    
 CT0399* NAVD 88     -       460.385  (meters)    1510.45   (feet)  POSTED    
 CT0399  ___________________________________________________________________
 CT0399  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CT0399  DYNAMIC HT  -         459.790 (meters)    1508.49  (feet)  COMP
 CT0399  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 CT0399
 CT0399  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CT0399
 CT0399.The horizontal coordinates were scaled from a topographic map and have
 CT0399.an estimated accuracy of +/- 6 seconds.
 CT0399
 CT0399.The orthometric height was determined by differential leveling
 CT0399.and adjusted by the National Geodetic Survey in 1992..
 CT0399.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CT0399.rate of 4.1 thru 8.0 mm/km.
 CT0399
 CT0399.The geoid height was determined by GEOID03.
 CT0399
 CT0399.The dynamic height is computed by dividing the NAVD 88
 CT0399.geopotential number by the normal gravity value computed on the
 CT0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0399.degrees latitude (g = 980.6199 gals.).
 CT0399
 CT0399.The modeled gravity was interpolated from observed gravity values.
 CT0399
 CT0399;                    North         East    Units  Estimated Accuracy
 CT0399;SPC TXNC     - 2,078,910.      526,550.      MT  (+/- 180 meters Scaled)
 CT0399
 CT0399                          SUPERSEDED SURVEY CONTROL
 CT0399
 CT0399  NGVD 29 (??/??/92)  460.228  (m)         1509.93   (f) ADJ UNCH    1 2
 CT0399
 CT0399.Superseded values are not recommended for survey control.
 CT0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0399.See file dsdata.txt to determine how the superseded data were derived.
 CT0399
 CT0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA736821(NAD 83)
 CT0399_MARKER: DB = BENCH MARK DISK
 CT0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0399_SP_SET: CULVERT
 CT0399_STAMPING: W 1052 1956
 CT0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0399
 CT0399  HISTORY     - Date     Condition        Report By
 CT0399  HISTORY     - 1956     MONUMENTED       CGS
 CT0399
 CT0399                          STATION DESCRIPTION
 CT0399
 CT0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0399'5.2 MI W FROM PUTNAM.
 CT0399'5.2 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0399'AT PUTNAM, 2 1/2 POLES EAST OF MILEPOST 379, 19.4 FEET SOUTH OF THE
 CT0399'SOUTH RAIL, 6.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CT0399'EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2354 ***********************************************************************
 CS2354  DESIGNATION -  W 1053
 CS2354  PID         -  CS2354
 CS2354  STATE/COUNTY-  TX/PARKER
 CS2354  USGS QUAD   -  GARNER (1979)
 CS2354
 CS2354                         *CURRENT SURVEY CONTROL
 CS2354  ___________________________________________________________________
 CS2354* NAD 83(1986)-  32 50 00.     (N)    097 59 28.     (W)     SCALED    
 CS2354* NAVD 88     -       282.037  (meters)     925.32   (feet)  ADJUSTED  
 CS2354  ___________________________________________________________________
 CS2354  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CS2354  DYNAMIC HT  -         281.692 (meters)     924.18  (feet)  COMP
 CS2354  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 CS2354
 CS2354  VERT ORDER  -  SECOND    CLASS 0
 CS2354
 CS2354.The horizontal coordinates were scaled from a topographic map and have
 CS2354.an estimated accuracy of +/- 6 seconds.
 CS2354
 CS2354.The orthometric height was determined by differential leveling
 CS2354.and adjusted by the National Geodetic Survey in June 1991..
 CS2354
 CS2354.The geoid height was determined by GEOID03.
 CS2354
 CS2354.The dynamic height is computed by dividing the NAVD 88
 CS2354.geopotential number by the normal gravity value computed on the
 CS2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2354.degrees latitude (g = 980.6199 gals.).
 CS2354
 CS2354.The modeled gravity was interpolated from observed gravity values.
 CS2354
 CS2354;                    North         East    Units  Estimated Accuracy
 CS2354;SPC TXNC     - 2,129,490.      647,640.      MT  (+/- 180 meters Scaled)
 CS2354
 CS2354                          SUPERSEDED SURVEY CONTROL
 CS2354
 CS2354  NGVD 29 (??/??/92)  281.938  (m)          924.99   (f) ADJ UNCH    2 0
 CS2354
 CS2354.Superseded values are not recommended for survey control.
 CS2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2354.See file dsdata.txt to determine how the superseded data were derived.
 CS2354
 CS2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB944332(NAD 83)
 CS2354_MARKER: DB = BENCH MARK DISK
 CS2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2354_STAMPING: W 1053 1956
 CS2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2354+STABILITY: SURFACE MOTION
 CS2354
 CS2354  HISTORY     - Date     Condition        Report By
 CS2354  HISTORY     - 1956     MONUMENTED       CGS
 CS2354  HISTORY     - 19971128 MARK NOT FOUND   USPSQD
 CS2354
 CS2354                          STATION DESCRIPTION
 CS2354
 CS2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS2354'8.4 MI E FROM MINERAL WELLS.
 CS2354'8.4 MILES EAST ALONG THE WEATHERFORD, MINERAL WELLS AND NORTHWESTERN
 CS2354'RAILROAD FROM THE STATION AT MINERAL WELLS, 10 POLES WEST OF THE
 CS2354'STATION SIGN AT GARNER, 30 FEET SOUTH OF THE CENTER LINE OF A DIRT
 CS2354'ROAD, 60 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 18.7 FEET
 CS2354'NORTH OF THE NORTH RAIL, 8.5 FEET SOUTH OF THE 12TH POLE WEST OF
 CS2354'MILEPOST 13, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 CS2354'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CS2354
 CS2354                          STATION RECOVERY (1997)
 CS2354
 CS2354'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0612 ***********************************************************************
 CU0612  DESIGNATION -  W 1054
 CU0612  PID         -  CU0612
 CU0612  STATE/COUNTY-  TX/HOWARD
 CU0612  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0612
 CU0612                         *CURRENT SURVEY CONTROL
 CU0612  ___________________________________________________________________
 CU0612* NAD 83(1986)-  32 09 52.     (N)    101 41 31.     (W)     SCALED    
 CU0612* NAVD 88     -       755.292  (meters)    2477.99   (feet)  ADJUSTED  
 CU0612  ___________________________________________________________________
 CU0612  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 CU0612  DYNAMIC HT  -         754.251 (meters)    2474.57  (feet)  COMP
 CU0612  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 CU0612
 CU0612  VERT ORDER  -  FIRST     CLASS II
 CU0612
 CU0612.The horizontal coordinates were scaled from a topographic map and have
 CU0612.an estimated accuracy of +/- 6 seconds.
 CU0612
 CU0612.The orthometric height was determined by differential leveling
 CU0612.and adjusted by the National Geodetic Survey in June 1991..
 CU0612
 CU0612.The geoid height was determined by GEOID03.
 CU0612
 CU0612.The dynamic height is computed by dividing the NAVD 88
 CU0612.geopotential number by the normal gravity value computed on the
 CU0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0612.degrees latitude (g = 980.6199 gals.).
 CU0612
 CU0612.The modeled gravity was interpolated from observed gravity values.
 CU0612
 CU0612;                    North         East    Units  Estimated Accuracy
 CU0612;SPC TXNC     - 2,059,770.      298,970.      MT  (+/- 180 meters Scaled)
 CU0612
 CU0612                          SUPERSEDED SURVEY CONTROL
 CU0612
 CU0612  NGVD 29 (??/??/92)  755.001  (m)         2477.03   (f) ADJ UNCH    1 2
 CU0612
 CU0612.Superseded values are not recommended for survey control.
 CU0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0612.See file dsdata.txt to determine how the superseded data were derived.
 CU0612
 CU0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA461618(NAD 83)
 CU0612_MARKER: DB = BENCH MARK DISK
 CU0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0612_STAMPING: W 1054 1956
 CU0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0612+STABILITY: SURFACE MOTION
 CU0612
 CU0612  HISTORY     - Date     Condition        Report By
 CU0612  HISTORY     - 1956     MONUMENTED       CGS
 CU0612  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0612
 CU0612                          STATION DESCRIPTION
 CU0612
 CU0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0612'6.15 MI NE FROM STANTON.
 CU0612'6.15 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0612'STATION AT STANTON, 0.15 MILE NORTHEAST OF THE HOWARD AND MARTIN
 CU0612'COUNTY LINE, ACROSS THE TRACK FROM A LAKE BED, 86 FEET NORTHWEST OF
 CU0612'MILEPOST 528, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 CU0612'TRAFFIC LANE OF U.S. HIGHWAY 80, 40.5 FEET NORTHWEST OF THE NORTHWEST
 CU0612'RAIL, 21 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 CU0612'TELEPHONE POLES, 2.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 CU0612'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0612
 CU0612                          STATION RECOVERY (1982)
 CU0612
 CU0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0147 ***********************************************************************
 CU0147  DESIGNATION -  W 1055
 CU0147  PID         -  CU0147
 CU0147  STATE/COUNTY-  TX/TAYLOR
 CU0147  USGS QUAD   -  MERKEL WEST (1984)
 CU0147
 CU0147                         *CURRENT SURVEY CONTROL
 CU0147  ___________________________________________________________________
 CU0147* NAD 83(1986)-  32 28 28.     (N)    100 02 40.     (W)     SCALED    
 CU0147* NAVD 88     -       573.188  (meters)    1880.53   (feet)  ADJUSTED  
 CU0147  ___________________________________________________________________
 CU0147  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CU0147  DYNAMIC HT  -         572.442 (meters)    1878.09  (feet)  COMP
 CU0147  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 CU0147
 CU0147  VERT ORDER  -  FIRST     CLASS II
 CU0147
 CU0147.The horizontal coordinates were scaled from a topographic map and have
 CU0147.an estimated accuracy of +/- 6 seconds.
 CU0147
 CU0147.The orthometric height was determined by differential leveling
 CU0147.and adjusted by the National Geodetic Survey in June 1991..
 CU0147
 CU0147.The geoid height was determined by GEOID03.
 CU0147
 CU0147.The dynamic height is computed by dividing the NAVD 88
 CU0147.geopotential number by the normal gravity value computed on the
 CU0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0147.degrees latitude (g = 980.6199 gals.).
 CU0147
 CU0147.The modeled gravity was interpolated from observed gravity values.
 CU0147
 CU0147;                    North         East    Units  Estimated Accuracy
 CU0147;SPC TXNC     - 2,090,640.      454,830.      MT  (+/- 180 meters Scaled)
 CU0147
 CU0147                          SUPERSEDED SURVEY CONTROL
 CU0147
 CU0147  NGVD 29 (??/??/92)  573.010  (m)         1879.95   (f) ADJ UNCH    1 2
 CU0147
 CU0147.Superseded values are not recommended for survey control.
 CU0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0147.See file dsdata.txt to determine how the superseded data were derived.
 CU0147
 CU0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA018935(NAD 83)
 CU0147_MARKER: DB = BENCH MARK DISK
 CU0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0147_STAMPING: W 1055 1956
 CU0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0147+STABILITY: SURFACE MOTION
 CU0147
 CU0147  HISTORY     - Date     Condition        Report By
 CU0147  HISTORY     - 1956     MONUMENTED       CGS
 CU0147  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0147  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 CU0147  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0147
 CU0147                          STATION DESCRIPTION
 CU0147
 CU0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0147'2.0 MI W FROM MERKEL.
 CU0147'2.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0147'AT MERKEL, 7 POLES EAST OF MILEPOST 425, 3 POLES WEST OF SEMAPHORE
 CU0147'424.8, 300 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WHITE
 CU0147'FARMHOUSE, 44.7 FEET SOUTH OF THE SOUTH RAIL, 26 FEET SOUTHEAST OF A
 CU0147'TELEPHONE POLE, 7 FEET NORTHWEST OF A FENCE LEADING SOUTH, 3 FEET
 CU0147'NORTH OF A FENCE, 2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CU0147'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CU0147
 CU0147                          STATION RECOVERY (1982)
 CU0147
 CU0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0147'MARK NOT FOUND.
 CU0147
 CU0147                          STATION RECOVERY (1994)
 CU0147
 CU0147'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0147'MARK NOT FOUND.
 CU0147
 CU0147                          STATION RECOVERY (2001)
 CU0147
 CU0147'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0289 ***********************************************************************
 CU0289  DESIGNATION -  W 1056
 CU0289  PID         -  CU0289
 CU0289  STATE/COUNTY-  TX/MITCHELL
 CU0289  USGS QUAD   -  LORAINE (1969)
 CU0289
 CU0289                         *CURRENT SURVEY CONTROL
 CU0289  ___________________________________________________________________
 CU0289* NAD 83(1986)-  32 24 51.     (N)    100 42 15.     (W)     SCALED    
 CU0289* NAVD 88     -       697.105  (meters)    2287.09   (feet)  ADJUSTED  
 CU0289  ___________________________________________________________________
 CU0289  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CU0289  DYNAMIC HT  -         696.166 (meters)    2284.00  (feet)  COMP
 CU0289  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 CU0289
 CU0289  VERT ORDER  -  FIRST     CLASS II
 CU0289
 CU0289.The horizontal coordinates were scaled from a topographic map and have
 CU0289.an estimated accuracy of +/- 6 seconds.
 CU0289
 CU0289.The orthometric height was determined by differential leveling
 CU0289.and adjusted by the National Geodetic Survey in June 1991..
 CU0289.WARNING-Repeat measurements at this control monument indicate possible
 CU0289.vertical movement.
 CU0289
 CU0289.The geoid height was determined by GEOID03.
 CU0289
 CU0289.The dynamic height is computed by dividing the NAVD 88
 CU0289.geopotential number by the normal gravity value computed on the
 CU0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0289.degrees latitude (g = 980.6199 gals.).
 CU0289
 CU0289.The modeled gravity was interpolated from observed gravity values.
 CU0289
 CU0289;                    North         East    Units  Estimated Accuracy
 CU0289;SPC TXNC     - 2,085,070.      392,690.      MT  (+/- 180 meters Scaled)
 CU0289
 CU0289                          SUPERSEDED SURVEY CONTROL
 CU0289
 CU0289  NGVD 29 (??/??/92)  696.842  (m)         2286.22   (f) ADJ UNCH    1 2
 CU0289
 CU0289.Superseded values are not recommended for survey control.
 CU0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0289.See file dsdata.txt to determine how the superseded data were derived.
 CU0289
 CU0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA397876(NAD 83)
 CU0289_MARKER: DB = BENCH MARK DISK
 CU0289_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0289_SP_SET: 22.5
 CU0289_STAMPING: W 1056 1956
 CU0289_MARK LOGO: CGS   
 CU0289_PROJECTION: FLUSH
 CU0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0289_ROD/PIPE-DEPTH: 6.7  meters
 CU0289
 CU0289  HISTORY     - Date     Condition        Report By
 CU0289  HISTORY     - 1956     MONUMENTED       CGS
 CU0289  HISTORY     - 1982     GOOD             NGS
 CU0289
 CU0289                          STATION DESCRIPTION
 CU0289
 CU0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0289'0.6 MI E FROM LORAINE.
 CU0289'0.6 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0289'LORAINE, 75.8 FEET NORTH OF MILEPOST 466, 29 FEET SOUTH OF THE CENTER
 CU0289'LINE OF A PRIVATE ROAD, 54.7 FEET WEST OF THE NORTHWEST CORNER OF A
 CU0289'TOOL SHED, 32.4 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 10.6
 CU0289'FEET SOUTH OF A TELEPHONE POLE, 2.6 FEET WEST OF A WITNESS POST,
 CU0289'CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS
 CU0289'DRIVEN 22.5 FEET IN THE GROUND, INCASED IN A 4 INCH TILE PIPE WHICH
 CU0289'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CU0289
 CU0289                          STATION RECOVERY (1982)
 CU0289
 CU0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0289'16.3 KM (10.1 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0289'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, 0.3 KM (0.2 MI)
 CU0289'EAST OF THE INTERSTATE HIGHWAY 20 OVERPASS OF THE RAILROAD, 20.7
 CU0289'METERS (67.9 FT) EAST-NORTHEAST OF MILEPOST 466, 13.4 METERS (44.0 FT)
 CU0289'NORTH OF THE NEAR RAIL AND 3.3 METERS (10.8 FT) SOUTH OF A UTILITY
 CU0289'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0293 ***********************************************************************
 CU0293  DESIGNATION -  W 1057
 CU0293  PID         -  CU0293
 CU0293  STATE/COUNTY-  TX/MITCHELL
 CU0293  USGS QUAD   -  LORAINE (1969)
 CU0293
 CU0293                         *CURRENT SURVEY CONTROL
 CU0293  ___________________________________________________________________
 CU0293* NAD 83(1986)-  32 24 21.     (N)    100 44 15.     (W)     SCALED    
 CU0293* NAVD 88     -       683.735  (meters)    2243.22   (feet)  ADJUSTED  
 CU0293  ___________________________________________________________________
 CU0293  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CU0293  DYNAMIC HT  -         682.816 (meters)    2240.21  (feet)  COMP
 CU0293  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 CU0293
 CU0293  VERT ORDER  -  FIRST     CLASS II
 CU0293
 CU0293.The horizontal coordinates were scaled from a topographic map and have
 CU0293.an estimated accuracy of +/- 6 seconds.
 CU0293
 CU0293.The orthometric height was determined by differential leveling
 CU0293.and adjusted by the National Geodetic Survey in June 1991..
 CU0293
 CU0293.The geoid height was determined by GEOID03.
 CU0293
 CU0293.The dynamic height is computed by dividing the NAVD 88
 CU0293.geopotential number by the normal gravity value computed on the
 CU0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0293.degrees latitude (g = 980.6199 gals.).
 CU0293
 CU0293.The modeled gravity was interpolated from observed gravity values.
 CU0293
 CU0293;                    North         East    Units  Estimated Accuracy
 CU0293;SPC TXNC     - 2,084,210.      389,540.      MT  (+/- 180 meters Scaled)
 CU0293
 CU0293                          SUPERSEDED SURVEY CONTROL
 CU0293
 CU0293  NGVD 29 (??/??/92)  683.495  (m)         2242.43   (f) ADJ UNCH    1 2
 CU0293
 CU0293.Superseded values are not recommended for survey control.
 CU0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0293.See file dsdata.txt to determine how the superseded data were derived.
 CU0293
 CU0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA366867(NAD 83)
 CU0293_MARKER: DB = BENCH MARK DISK
 CU0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0293_STAMPING: W 1057 1956
 CU0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0293+STABILITY: SURFACE MOTION
 CU0293
 CU0293  HISTORY     - Date     Condition        Report By
 CU0293  HISTORY     - 1956     MONUMENTED       CGS
 CU0293
 CU0293                          STATION DESCRIPTION
 CU0293
 CU0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0293'1.5 MI W FROM LORAINE.
 CU0293'1.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0293'AT LORAINE, 6 POLES WEST OF A ROAD CROSSING, 45 FEET SOUTH OF THE
 CU0293'SOUTH RAIL, 10.3 FEET SOUTH OF THE 2ND POLE WEST OF MILEPOST 468, 2.3
 CU0293'FEET NORTH OF A FENCE, 2.7 FEET WEST OF A WITNESS POST, 3 FEET BELOW
 CU0293'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CU0293'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0336 ***********************************************************************
 CC0336  DESIGNATION -  W 1058
 CC0336  PID         -  CC0336
 CC0336  STATE/COUNTY-  TX/REEVES
 CC0336  USGS QUAD   -  PECOS WEST (1981)
 CC0336
 CC0336                         *CURRENT SURVEY CONTROL
 CC0336  ___________________________________________________________________
 CC0336* NAD 83(1986)-  31 25 12.     (N)    103 30 59.     (W)     SCALED    
 CC0336* NAVD 88     -       793.008  (meters)    2601.73   (feet)  ADJUSTED  
 CC0336  ___________________________________________________________________
 CC0336  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 CC0336  DYNAMIC HT  -         791.851 (meters)    2597.93  (feet)  COMP
 CC0336  MODELED GRAV-     979,155.5   (mgal)                       NAVD 88
 CC0336
 CC0336  VERT ORDER  -  FIRST     CLASS II
 CC0336
 CC0336.The horizontal coordinates were scaled from a topographic map and have
 CC0336.an estimated accuracy of +/- 6 seconds.
 CC0336
 CC0336.The orthometric height was determined by differential leveling
 CC0336.and adjusted by the National Geodetic Survey in June 1991..
 CC0336
 CC0336.The geoid height was determined by GEOID03.
 CC0336
 CC0336.The dynamic height is computed by dividing the NAVD 88
 CC0336.geopotential number by the normal gravity value computed on the
 CC0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0336.degrees latitude (g = 980.6199 gals.).
 CC0336
 CC0336.The modeled gravity was interpolated from observed gravity values.
 CC0336
 CC0336;                    North         East    Units  Estimated Accuracy
 CC0336;SPC TX C     - 3,198,700.      397,410.      MT  (+/- 180 meters Scaled)
 CC0336
 CC0336                          SUPERSEDED SURVEY CONTROL
 CC0336
 CC0336  NGVD 29 (??/??/92)  792.900  (m)         2601.37   (f) ADJ UNCH    1 2
 CC0336
 CC0336.Superseded values are not recommended for survey control.
 CC0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0336.See file dsdata.txt to determine how the superseded data were derived.
 CC0336
 CC0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ410771(NAD 83)
 CC0336_MARKER: DB = BENCH MARK DISK
 CC0336_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CC0336+WITH SETTING: PAVEMENT
 CC0336_STAMPING: W 1058 1956
 CC0336_MARK LOGO: CGS   
 CC0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0336+STABILITY: SURFACE MOTION
 CC0336
 CC0336  HISTORY     - Date     Condition        Report By
 CC0336  HISTORY     - 1956     MONUMENTED       CGS
 CC0336  HISTORY     - 1981     GOOD             NGS
 CC0336  HISTORY     - 1981     GOOD             NGS
 CC0336
 CC0336                          STATION DESCRIPTION
 CC0336
 CC0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0336'1.2 MI SW FROM PECOS.
 CC0336'1.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0336'STATION AT PECOS, AT A JUNCTION WITH THE PECOS VALLEY SOUTHERN
 CC0336'RAILROAD, 178 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK
 CC0336'OF THE TEXAS AND PACIFIC RAILROAD, 23.8 FEET NORTHWEST OF THE
 CC0336'NORTHWEST RAIL OF THE MAIN TRACK OF THE PECOS VALLEY SOUTHERN
 CC0336'RAILROAD, 2.5 FEET ABOVE THE GROUND, SET VERTICALLY IN THE NORTHEAST
 CC0336'SIDE OF THE EAST CONCRETE CORNER PILLAR OF THE PECOS VALLEY SOUTHERN
 CC0336'RAILROAD SHOPS, 4 POLES SOUTHWEST OF MILEPOST 648.
 CC0336
 CC0336                          STATION RECOVERY (1981)
 CC0336
 CC0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0336'RECOVERED IN GOOD CONDITION.
 CC0336
 CC0336                          STATION RECOVERY (1981)
 CC0336
 CC0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0336'IN PECOS, AT THE PECOS VALLEY SOUTHERN RAILROAD SHOP, 0.6 KM
 CC0336'(0.4 MI) SOUTHEAST OF THE ALBERTA STREET CROSSING OF THE RAILROAD,
 CC0336'SET VERTICALLY IN THE NORTHEAST FACE OF THE EAST CONCRETE CORNER
 CC0336'PILLAR OF THE SHOP, 54.3 METERS (178.0 FT) SOUTHEAST OF THE NEAR
 CC0336'RAIL OF THE MISSOURI PACIFIC RAILROAD, 7.3 METERS (23.8 FT)
 CC0336'NORTHWEST OF THE NEAR RAIL OF THE RAILROAD.
 CC0336'THE MARK IS 0.8 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0195 ***********************************************************************
 BP0195  DESIGNATION -  W 106
 BP0195  PID         -  BP0195
 BP0195  STATE/COUNTY-  TX/PECOS
 BP0195  USGS QUAD   -  EAST MESA (1970)
 BP0195
 BP0195                         *CURRENT SURVEY CONTROL
 BP0195  ___________________________________________________________________
 BP0195* NAD 83(1986)-  30 53 23.     (N)    102 42 38.     (W)     SCALED    
 BP0195* NAVD 88     -       879.600  (meters)    2885.82   (feet)  ADJUSTED  
 BP0195  ___________________________________________________________________
 BP0195  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0195  DYNAMIC HT  -         878.264 (meters)    2881.44  (feet)  COMP
 BP0195  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 BP0195
 BP0195  VERT ORDER  -  FIRST     CLASS II
 BP0195
 BP0195.The horizontal coordinates were scaled from a topographic map and have
 BP0195.an estimated accuracy of +/- 6 seconds.
 BP0195
 BP0195.The orthometric height was determined by differential leveling
 BP0195.and adjusted by the National Geodetic Survey in June 1991..
 BP0195.WARNING-Repeat measurements at this control monument indicate possible
 BP0195.vertical movement.
 BP0195
 BP0195.The geoid height was determined by GEOID03.
 BP0195
 BP0195.The dynamic height is computed by dividing the NAVD 88
 BP0195.geopotential number by the normal gravity value computed on the
 BP0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0195.degrees latitude (g = 980.6199 gals.).
 BP0195
 BP0195.The modeled gravity was interpolated from observed gravity values.
 BP0195
 BP0195;                    North         East    Units  Estimated Accuracy
 BP0195;SPC TX C     - 3,138,010.      472,750.      MT  (+/- 180 meters Scaled)
 BP0195
 BP0195                          SUPERSEDED SURVEY CONTROL
 BP0195
 BP0195  NGVD 29 (??/??/92)  879.176  (m)         2884.43   (f) ADJ UNCH    1 2
 BP0195
 BP0195.Superseded values are not recommended for survey control.
 BP0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0195.See file dsdata.txt to determine how the superseded data were derived.
 BP0195
 BP0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ188196(NAD 83)
 BP0195_MARKER: DB = BENCH MARK DISK
 BP0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0195_STAMPING: W 106 1933 2884.430
 BP0195_MARK LOGO: CGS   
 BP0195_PROJECTION: PROJECTING 30 CENTIMETERS
 BP0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0195+STABILITY: SURFACE MOTION
 BP0195
 BP0195  HISTORY     - Date     Condition        Report By
 BP0195  HISTORY     - 1933     MONUMENTED       CGS
 BP0195  HISTORY     - 1958     GOOD             NGS
 BP0195  HISTORY     - 1981     GOOD             NGS
 BP0195
 BP0195                          STATION DESCRIPTION
 BP0195
 BP0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0195'10.0 MI E FROM FORT STOCKTON.
 BP0195'ABOUT 10.0 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0195'SANTA FE RAILWAY STATION AT FORT STOCKTON, 123 FEET NORTH OF THE
 BP0195'CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTER LINE OF A
 BP0195'GRADED DIRT ROAD LEADING NORTH, 55 FEET EAST OF THE EAST EDGE OF A
 BP0195'CALICHE PIT, 25 FEET WEST OF THE WEST END OF A PIPE CATTLE GUARD, 6
 BP0195'FEET WEST OF A FENCE, 3 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1 1/2
 BP0195'FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BP0195'POST PROJECTING 1 FOOT.
 BP0195
 BP0195                          STATION RECOVERY (1981)
 BP0195
 BP0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0195'15.5 KM (9.65 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0195'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, 68.6 METERS (225.1
 BP0195'FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 BP0195'37.5 METERS (123.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD,
 BP0195'22.6 METERS (74.1 FT) NORTH OF A UTILITY POLE, 9.8 METERS (32.2 FT)
 BP0195'WEST OF THE CENTER OF A TRACK ROAD LEADING NORTH AND 2.1 METERS (6.9
 BP0195'FT) NORTHWEST OF A T-FENCE CORNER.
 BP0195'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 BP0195'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0319 ***********************************************************************
 CU0319  DESIGNATION -  W 1060
 CU0319  PID         -  CU0319
 CU0319  STATE/COUNTY-  TX/MITCHELL
 CU0319  USGS QUAD   -  CEDAR BEND (1979)
 CU0319
 CU0319                         *CURRENT SURVEY CONTROL
 CU0319  ___________________________________________________________________
 CU0319* NAD 83(1986)-  32 25 07.     (N)    100 56 33.     (W)     SCALED    
 CU0319* NAVD 88     -       655.886  (meters)    2151.85   (feet)  ADJUSTED  
 CU0319  ___________________________________________________________________
 CU0319  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0319  DYNAMIC HT  -         655.010 (meters)    2148.98  (feet)  COMP
 CU0319  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 CU0319
 CU0319  VERT ORDER  -  FIRST     CLASS II
 CU0319
 CU0319.The horizontal coordinates were scaled from a topographic map and have
 CU0319.an estimated accuracy of +/- 6 seconds.
 CU0319
 CU0319.The orthometric height was determined by differential leveling
 CU0319.and adjusted by the National Geodetic Survey in June 1991..
 CU0319
 CU0319.The geoid height was determined by GEOID03.
 CU0319
 CU0319.The dynamic height is computed by dividing the NAVD 88
 CU0319.geopotential number by the normal gravity value computed on the
 CU0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0319.degrees latitude (g = 980.6199 gals.).
 CU0319
 CU0319.The modeled gravity was interpolated from observed gravity values.
 CU0319
 CU0319;                    North         East    Units  Estimated Accuracy
 CU0319;SPC TXNC     - 2,086,060.      370,290.      MT  (+/- 180 meters Scaled)
 CU0319
 CU0319                          SUPERSEDED SURVEY CONTROL
 CU0319
 CU0319  NGVD 29 (??/??/92)  655.647  (m)         2151.07   (f) ADJ UNCH    1 2
 CU0319
 CU0319.Superseded values are not recommended for survey control.
 CU0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0319.See file dsdata.txt to determine how the superseded data were derived.
 CU0319
 CU0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA173884(NAD 83)
 CU0319_MARKER: DB = BENCH MARK DISK
 CU0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0319_STAMPING: W 1060 1956
 CU0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0319+STABILITY: SURFACE MOTION
 CU0319
 CU0319  HISTORY     - Date     Condition        Report By
 CU0319  HISTORY     - 1956     MONUMENTED       CGS
 CU0319  HISTORY     - 1982     GOOD             NGS
 CU0319
 CU0319                          STATION DESCRIPTION
 CU0319
 CU0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0319'6.3 MI NW FROM COLORADO CITY.
 CU0319'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0319'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, THENCE
 CU0319'0.5 MILE WEST ALONG FARM ROAD 1229, 54 FEET SOUTH OF THE CENTER LINE
 CU0319'OF THE FARM ROAD, 15 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 CU0319'LEADING SOUTH, 19.5 FEET SOUTHEAST OF A POWER POLE, 15.5 FEET SOUTH OF
 CU0319'A FENCE, 7.8 FEET WEST OF A FENCE, 2.4 FEET WEST OF A WITNESS POST,
 CU0319'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CU0319'GROUND.
 CU0319
 CU0319                          STATION RECOVERY (1982)
 CU0319
 CU0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0319'6.9 KM (4.3 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0319'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, THENCE 4.0 KM (2.5
 CU0319'MI) NORTH AND WEST ALONG FARM ROAD 1229, 16.5 M (54.2 FT) S OF THE
 CU0319'CENTERLINE OF THE ROAD, 4.6 M (15.2 FT) E OF THE CENTER OF A FIELD
 CU0319'ROAD LEADING SOUTH 6.0 M (19.8 FT) S OF UTILITY POLE NUMBER 43, 4.1
 CU0319'M. (13.6 FT) SSW OF A FENCE CORNER 3.8 M (12.4 FT) S OF A FENCE AND
 CU0319'2.4 M (8.0 FT) W OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0041 ***********************************************************************
 CC0041  DESIGNATION -  W 1061
 CC0041  PID         -  CC0041
 CC0041  STATE/COUNTY-  TX/ECTOR
 CC0041  USGS QUAD   -  ODESSA SE (1981)
 CC0041
 CC0041                         *CURRENT SURVEY CONTROL
 CC0041  ___________________________________________________________________
 CC0041* NAD 83(1986)-  31 51 46.     (N)    102 19 54.     (W)     SCALED    
 CC0041* NAVD 88     -       885.525  (meters)    2905.26   (feet)  ADJUSTED  
 CC0041  ___________________________________________________________________
 CC0041  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CC0041  DYNAMIC HT  -         884.270 (meters)    2901.14  (feet)  COMP
 CC0041  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 CC0041
 CC0041  VERT ORDER  -  FIRST     CLASS II
 CC0041
 CC0041.The horizontal coordinates were scaled from a topographic map and have
 CC0041.an estimated accuracy of +/- 6 seconds.
 CC0041
 CC0041.The orthometric height was determined by differential leveling
 CC0041.and adjusted by the National Geodetic Survey in June 1991..
 CC0041.WARNING-Repeat measurements at this control monument indicate possible
 CC0041.vertical movement.
 CC0041
 CC0041.The geoid height was determined by GEOID03.
 CC0041
 CC0041.The dynamic height is computed by dividing the NAVD 88
 CC0041.geopotential number by the normal gravity value computed on the
 CC0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0041.degrees latitude (g = 980.6199 gals.).
 CC0041
 CC0041.The modeled gravity was interpolated from observed gravity values.
 CC0041
 CC0041;                    North         East    Units  Estimated Accuracy
 CC0041;SPC TX C     - 3,245,160.      510,900.      MT  (+/- 180 meters Scaled)
 CC0041
 CC0041                          SUPERSEDED SURVEY CONTROL
 CC0041
 CC0041  NGVD 29 (??/??/92)  885.155  (m)         2904.05   (f) ADJ UNCH    1 2
 CC0041
 CC0041.Superseded values are not recommended for survey control.
 CC0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0041.See file dsdata.txt to determine how the superseded data were derived.
 CC0041
 CC0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR524283(NAD 83)
 CC0041_MARKER: DB = BENCH MARK DISK
 CC0041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CC0041_SP_SET: CULVERT HEADWALL
 CC0041_STAMPING: W 1061 1956
 CC0041_MARK LOGO: CGS   
 CC0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0041+STABILITY: SURFACE MOTION
 CC0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CC0041+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1996
 CC0041
 CC0041  HISTORY     - Date     Condition        Report By
 CC0041  HISTORY     - 1956     MONUMENTED       CGS
 CC0041  HISTORY     - 1982     GOOD             NGS
 CC0041  HISTORY     - 19961111 GOOD             NGS
 CC0041
 CC0041                          STATION DESCRIPTION
 CC0041
 CC0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0041'2.5 MI NE FROM ODESSA.
 CC0041'2.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0041'STATION AT ODESSA, 105 FEET NORTH OF MILEPOST 571, 17.5 FEET NORTHWEST
 CC0041'OF THE NORTHWEST RAIL, 9.4 FEET NORTH OF SEMAPHORE 5711, 2 FEET BELOW
 CC0041'THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE
 CC0041'NORTHWEST CONCRETE HEADWALL OF A TWIN CONCRETE PIPE CULVERT.
 CC0041
 CC0041                          STATION RECOVERY (1982)
 CC0041
 CC0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0041'3.9 KM (2.4 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0041'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, IN TOP OF AND 0.3
 CC0041'METER (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 CC0041'HEADWALL OF A CULVERT UNDER THE TRACKS, 5.3 METERS (17.4 FT) NORTHWEST
 CC0041'OF THE NEAR RAIL, 4.4 METERS (14.4 FT) SOUTHEAST OF MILEPOST 572 AND
 CC0041'2.9 METERS (9.5 FT) NORTH OF SIGNAL NUMBER 5711.
 CC0041'THE MARK IS 0.6 M BELOW THE TRACKS.
 CC0041
 CC0041                          STATION RECOVERY (1996)
 CC0041
 CC0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CC0041'2.4 KM (1.50 MI) WESTERLY ALONG U.S.  HIGHWAY 80 FROM THE JUNCTION OF
 CC0041'LOOP 338 IN ODESSA, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE
 CC0041'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT UNDER
 CC0041'THE TEXAS PACIFIC RAILROAD, 16.7 M (54.8 FT) SOUTHEAST OF THE CENTER
 CC0041'OF THE EASTBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT) NORTHWEST OF
 CC0041'THE NEAR RAIL, 2.9 M (9.5 FT) NORTH OF RAILROAD SIGNAL NUMBER 5710,
 CC0041'AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0205 ***********************************************************************
 CC0205  DESIGNATION -  W 1062
 CC0205  PID         -  CC0205
 CC0205  STATE/COUNTY-  TX/ECTOR
 CC0205  USGS QUAD   -  METZ (1981)
 CC0205
 CC0205                         *CURRENT SURVEY CONTROL
 CC0205  ___________________________________________________________________
 CC0205* NAD 83(1986)-  31 43 08.     (N)    102 37 54.     (W)     SCALED    
 CC0205* NAVD 88     -       880.415  (meters)    2888.49   (feet)  ADJUSTED  
 CC0205  ___________________________________________________________________
 CC0205  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CC0205  DYNAMIC HT  -         879.187 (meters)    2884.47  (feet)  COMP
 CC0205  MODELED GRAV-     979,215.1   (mgal)                       NAVD 88
 CC0205
 CC0205  VERT ORDER  -  FIRST     CLASS II
 CC0205
 CC0205.The horizontal coordinates were scaled from a topographic map and have
 CC0205.an estimated accuracy of +/- 6 seconds.
 CC0205
 CC0205.The orthometric height was determined by differential leveling
 CC0205.and adjusted by the National Geodetic Survey in June 1991..
 CC0205
 CC0205.The geoid height was determined by GEOID03.
 CC0205
 CC0205.The dynamic height is computed by dividing the NAVD 88
 CC0205.geopotential number by the normal gravity value computed on the
 CC0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0205.degrees latitude (g = 980.6199 gals.).
 CC0205
 CC0205.The modeled gravity was interpolated from observed gravity values.
 CC0205
 CC0205;                    North         East    Units  Estimated Accuracy
 CC0205;SPC TX C     - 3,229,760.      482,190.      MT  (+/- 180 meters Scaled)
 CC0205
 CC0205                          SUPERSEDED SURVEY CONTROL
 CC0205
 CC0205  NGVD 29 (??/??/92)  880.063  (m)         2887.34   (f) ADJ UNCH    1 2
 CC0205
 CC0205.Superseded values are not recommended for survey control.
 CC0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0205.See file dsdata.txt to determine how the superseded data were derived.
 CC0205
 CC0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR244117(NAD 83)
 CC0205_MARKER: DB = BENCH MARK DISK
 CC0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0205_STAMPING: W 1062 1956
 CC0205_MARK LOGO: CGS   
 CC0205_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0205_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CC0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0205+STABILITY: SURFACE MOTION
 CC0205
 CC0205  HISTORY     - Date     Condition        Report By
 CC0205  HISTORY     - 1956     MONUMENTED       CGS
 CC0205  HISTORY     - 1982     GOOD             NGS
 CC0205  HISTORY     - 19991201 GOOD             NGS
 CC0205
 CC0205                          STATION DESCRIPTION
 CC0205
 CC0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0205'17.8 MI NE FROM MONAHANS.
 CC0205'17.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0205'STATION AT MONAHANS, 13 POLES NORTHEAST OF MILEPOST 592, 95.2 FEET
 CC0205'NORTHWEST OF THE NORTHWEST RAIL, 82 FEET SOUTHWEST OF THE CENTER LINE
 CC0205'OF A ROAD LEADING NORTHWEST, 2.5 FEET NORTHEAST OF A WITNESS POST, 2.5
 CC0205'FEET SOUTHEAST OF A FENCE, 3 POLES NORTHEAST OF THE STATION SIGN AT
 CC0205'JUDKINS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 CC0205'ABOVE THE GROUND.
 CC0205
 CC0205                          STATION RECOVERY (1982)
 CC0205
 CC0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0205'28.8 KM (17.9 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0205'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, OR 29.8 KM (18.5
 CC0205'MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM ITS
 CC0205'JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, AT A ROAD LEADING NORTH TO
 CC0205'THE PHILLIPS PETROLEUM NORTH PENWELL UNITS, 29.0 METERS (95.1 FT)
 CC0205'NORTH-NORTHWEST OF THE NEAR RAIL, 25.0 METERS (82.0 FT) WEST-SOUTHWEST
 CC0205'OF THE CENTER OF THE ROAD AND 0.6 METER (2.0 FT) SOUTH-SOUTHEAST OF A
 CC0205'FENCE.
 CC0205'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CC0205'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CC0205
 CC0205                          STATION RECOVERY (1999)
 CC0205
 CC0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WEH)
 CC0205'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0327 ***********************************************************************
 CC0327  DESIGNATION -  W 1063
 CC0327  PID         -  CC0327
 CC0327  STATE/COUNTY-  TX/WARD
 CC0327  USGS QUAD   -  PECOS EAST (1981)
 CC0327
 CC0327                         *CURRENT SURVEY CONTROL
 CC0327  ___________________________________________________________________
 CC0327* NAD 83(1986)-  31 26 50.     (N)    103 25 51.     (W)     SCALED    
 CC0327* NAVD 88     -       781.191  (meters)    2562.96   (feet)  ADJUSTED  
 CC0327  ___________________________________________________________________
 CC0327  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CC0327  DYNAMIC HT  -         780.053 (meters)    2559.22  (feet)  COMP
 CC0327  MODELED GRAV-     979,158.8   (mgal)                       NAVD 88
 CC0327
 CC0327  VERT ORDER  -  FIRST     CLASS II
 CC0327
 CC0327.The horizontal coordinates were scaled from a topographic map and have
 CC0327.an estimated accuracy of +/- 6 seconds.
 CC0327
 CC0327.The orthometric height was determined by differential leveling
 CC0327.and adjusted by the National Geodetic Survey in June 1991..
 CC0327
 CC0327.The geoid height was determined by GEOID03.
 CC0327
 CC0327.The dynamic height is computed by dividing the NAVD 88
 CC0327.geopotential number by the normal gravity value computed on the
 CC0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0327.degrees latitude (g = 980.6199 gals.).
 CC0327
 CC0327.The modeled gravity was interpolated from observed gravity values.
 CC0327
 CC0327;                    North         East    Units  Estimated Accuracy
 CC0327;SPC TX C     - 3,201,490.      405,630.      MT  (+/- 180 meters Scaled)
 CC0327
 CC0327                          SUPERSEDED SURVEY CONTROL
 CC0327
 CC0327  NGVD 29 (??/??/92)  780.854  (m)         2561.85   (f) ADJ UNCH    1 2
 CC0327
 CC0327.Superseded values are not recommended for survey control.
 CC0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0327.See file dsdata.txt to determine how the superseded data were derived.
 CC0327
 CC0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ491802(NAD 83)
 CC0327_MARKER: DB = BENCH MARK DISK
 CC0327_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0327_SP_SET: 45 FT
 CC0327_STAMPING: W 1063 1956
 CC0327_MARK LOGO: CGS   
 CC0327_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0327_ROD/PIPE-DEPTH: 13.7 meters
 CC0327
 CC0327  HISTORY     - Date     Condition        Report By
 CC0327  HISTORY     - 1956     MONUMENTED       CGS
 CC0327  HISTORY     - 1981     GOOD             NGS
 CC0327
 CC0327                          STATION DESCRIPTION
 CC0327
 CC0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0327'2.4 MI SW FROM BARSTOW.
 CC0327'2.4 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0327'STATION AT BARSTOW, 14 FEET SOUTHWEST OF THE 9TH POLE NORTHEAST OF
 CC0327'MILEPOST 643, 37.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 60 FEET
 CC0327'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 2.9 FEET NORTHEAST OF
 CC0327'A WITNESS POST, 0.1 MILE NORTHEAST OF BENCH MARK V 1063, CLAMPED ON
 CC0327'THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 45 FEET
 CC0327'IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.6 FOOT
 CC0327'ABOVE THE GROUND, 4 FEET BELOW THE TOP OF THE RAILS.
 CC0327
 CC0327                          STATION RECOVERY (1981)
 CC0327
 CC0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0327'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0327'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 8.6 KM (5.35 MI) NORTHEAST
 CC0327'ALONG THE MISSOURI PACIFIC RAILROAD, 0.5 KM (0.3 MI) NORTHEAST OF
 CC0327'MILE POST 643, 18.3 METERS (60.0 FT) NORTH-NORTHWEST OF THE CENTERLINE
 CC0327'OF U.S. HIGHWAY 80, 11.4 METERS (37.3 FT) SOUTH-SOUTHEAST OF THE NEAR
 CC0327'RAIL, 4.3 METERS (14.0 FT) SOUTHWEST OF A UTILITY POLE, AND 0.9
 CC0327'METER (2.9 FT) NORTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0327'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0327'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0051 ***********************************************************************
 CC0051  DESIGNATION -  W 1064
 CC0051  PID         -  CC0051
 CC0051  STATE/COUNTY-  TX/ECTOR
 CC0051  USGS QUAD   -  ODESSA NW (1981)
 CC0051
 CC0051                         *CURRENT SURVEY CONTROL
 CC0051  ___________________________________________________________________
 CC0051* NAD 83(1986)-  31 55 13.     (N)    102 23 22.     (W)     SCALED    
 CC0051* NAVD 88     -       904.582  (meters)    2967.78   (feet)  ADJUSTED  
 CC0051  ___________________________________________________________________
 CC0051  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CC0051  DYNAMIC HT  -         903.301 (meters)    2963.58  (feet)  COMP
 CC0051  MODELED GRAV-     979,192.6   (mgal)                       NAVD 88
 CC0051
 CC0051  VERT ORDER  -  FIRST     CLASS II
 CC0051
 CC0051.The horizontal coordinates were scaled from a topographic map and have
 CC0051.an estimated accuracy of +/- 6 seconds.
 CC0051
 CC0051.The orthometric height was determined by differential leveling
 CC0051.and adjusted by the National Geodetic Survey in June 1991..
 CC0051
 CC0051.The geoid height was determined by GEOID03.
 CC0051
 CC0051.The dynamic height is computed by dividing the NAVD 88
 CC0051.geopotential number by the normal gravity value computed on the
 CC0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0051.degrees latitude (g = 980.6199 gals.).
 CC0051
 CC0051.The modeled gravity was interpolated from observed gravity values.
 CC0051
 CC0051;                    North         East    Units  Estimated Accuracy
 CC0051;SPC TX C     - 3,251,630.      505,550.      MT  (+/- 180 meters Scaled)
 CC0051
 CC0051                          SUPERSEDED SURVEY CONTROL
 CC0051
 CC0051  NGVD 29 (??/??/92)  904.186  (m)         2966.48   (f) ADJ UNCH    1 2
 CC0051
 CC0051.Superseded values are not recommended for survey control.
 CC0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0051.See file dsdata.txt to determine how the superseded data were derived.
 CC0051
 CC0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR468345(NAD 83)
 CC0051_MARKER: DB = BENCH MARK DISK
 CC0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0051_SP_SET: FOUNDATION
 CC0051_STAMPING: W 1064 1956
 CC0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0051
 CC0051  HISTORY     - Date     Condition        Report By
 CC0051  HISTORY     - 1956     MONUMENTED       CGS
 CC0051  HISTORY     - 1978     GOOD             DOD
 CC0051
 CC0051                          STATION DESCRIPTION
 CC0051
 CC0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0051'5.6 MI N FROM ODESSA.
 CC0051'5.1 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COURTHOUSE AT ODESSA,
 CC0051'THENCE 0.3 MILE NORTHEAST ALONG A ROAD LEADING TO THE ECTOR COUNTY
 CC0051'AIRPORT, THENCE 0.2 MILE NORTH ALONG A TAXI STRIP, 160 FEET EAST OF
 CC0051'THE CENTER LINE OF A TAXI STRIP, 1.5 FEET ABOVE THE GROUND, SET
 CC0051'VERTICALLY IN THE EAST SIDE OF THE CONCRETE FOUNDATION OF A WIND TEE.
 CC0051
 CC0051                          STATION RECOVERY (1978)
 CC0051
 CC0051'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CC0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0167 ***********************************************************************
 CC0167  DESIGNATION -  W 1065 RESET 1968
 CC0167  PID         -  CC0167
 CC0167  STATE/COUNTY-  TX/WARD
 CC0167  USGS QUAD   -  7 L RANCH (1969)
 CC0167
 CC0167                         *CURRENT SURVEY CONTROL
 CC0167  ___________________________________________________________________
 CC0167* NAD 83(1986)-  31 28 48.     (N)    102 53 03.     (W)     SCALED    
 CC0167* NAVD 88     -       769.179  (meters)    2523.55   (feet)  ADJUSTED  
 CC0167  ___________________________________________________________________
 CC0167  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CC0167  DYNAMIC HT  -         768.105 (meters)    2520.02  (feet)  COMP
 CC0167  MODELED GRAV-     979,217.9   (mgal)                       NAVD 88
 CC0167
 CC0167  VERT ORDER  -  FIRST     CLASS II
 CC0167
 CC0167.The horizontal coordinates were scaled from a topographic map and have
 CC0167.an estimated accuracy of +/- 6 seconds.
 CC0167
 CC0167.The orthometric height was determined by differential leveling
 CC0167.and adjusted by the National Geodetic Survey in June 1991..
 CC0167
 CC0167.The geoid height was determined by GEOID03.
 CC0167
 CC0167.The dynamic height is computed by dividing the NAVD 88
 CC0167.geopotential number by the normal gravity value computed on the
 CC0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0167.degrees latitude (g = 980.6199 gals.).
 CC0167
 CC0167.The modeled gravity was interpolated from observed gravity values.
 CC0167
 CC0167;                    North         East    Units  Estimated Accuracy
 CC0167;SPC TX C     - 3,203,800.      457,660.      MT  (+/- 180 meters Scaled)
 CC0167
 CC0167                          SUPERSEDED SURVEY CONTROL
 CC0167
 CC0167.No superseded survey control is available for this station.
 CC0167
 CC0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ009847(NAD 83)
 CC0167_MARKER: DB = BENCH MARK DISK
 CC0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0167_STAMPING: W 1065 RESET 1968
 CC0167_MARK LOGO: CGS   
 CC0167_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0167+STABILITY: SURFACE MOTION
 CC0167
 CC0167  HISTORY     - Date     Condition        Report By
 CC0167  HISTORY     - 1968     MONUMENTED       CGS
 CC0167  HISTORY     - 1981     GOOD             NGS
 CC0167
 CC0167                          STATION DESCRIPTION
 CC0167
 CC0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CC0167'8.1 MI S FROM MONAHANS.
 CC0167'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM ITS JUNCTION WITH
 CC0167'U.S. HIGHWAY 80 IN MONAHANS TO INTERSTATE 20, THENCE CONTINUE 6.7
 CC0167'MILES SOUTH ALONG STATE HIGHWAY 18 TO SITE OF BENCH MARK, 0.1 MILE
 CC0167'SOUTH OF THE JUNCTION OF F.M. HIGHWAY 1776, 51 FEET EAST OF THE CENTER
 CC0167'LINE OF THE NORTH BOUND TRAFFIC LINE, 90 FEET SOUTH OF A CATTLE GUARD,
 CC0167'1 FOOT SOUTH OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT
 CC0167'STATION 471 + 89.  A C AND GS BENCH MARK DISK SET IN A 10 X 10 IN.
 CC0167'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF GROUND.
 CC0167
 CC0167                          STATION RECOVERY (1981)
 CC0167
 CC0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0167'10.6 KM (6.6 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0167'WITH INTERSTATE HIGHWAY 20 IN MONAHANS, 0.2 KM (0.1 MI) SOUTH OF
 CC0167'THE JUNCTION OF FARM ROAD 1776, 21.2 METERS (69.6 FT) SOUTH-SOUTHEAST
 CC0167'OF THE CENTER OF A FIELD ROAD LEADING EAST, 15.6 METERS (51.2 FT)
 CC0167'EAST-NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 CC0167'HIGHWAY, 9.4 METERS (30.8 FT) SOUTH-SOUTHEAST OF A FENCE CORNER,
 CC0167'8.4 METERS (27.6 FT) SOUTHEAST OF A HIGHWAY SIGN (MONAHANS 8 -
 CC0167'COYANOSA 20) AND 0.1 METER (0.5 FT) EAST-NORTHEAST OF A FENCE.
 CC0167'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CC0167'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0610 ***********************************************************************
 CD0610  DESIGNATION -  W 1066
 CD0610  PID         -  CD0610
 CD0610  STATE/COUNTY-  TX/HUDSPETH
 CD0610  USGS QUAD   -  SMALL (1972)
 CD0610
 CD0610                         *CURRENT SURVEY CONTROL
 CD0610  ___________________________________________________________________
 CD0610* NAD 83(1986)-  31 15 17.     (N)    105 31 50.     (W)     SCALED    
 CD0610* NAVD 88     -      1276.867  (meters)    4189.19   (feet)  ADJUSTED  
 CD0610  ___________________________________________________________________
 CD0610  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CD0610  DYNAMIC HT  -        1274.850 (meters)    4182.57  (feet)  COMP
 CD0610  MODELED GRAV-     979,017.2   (mgal)                       NAVD 88
 CD0610
 CD0610  VERT ORDER  -  FIRST     CLASS II
 CD0610
 CD0610.The horizontal coordinates were scaled from a topographic map and have
 CD0610.an estimated accuracy of +/- 6 seconds.
 CD0610
 CD0610.The orthometric height was determined by differential leveling
 CD0610.and adjusted by the National Geodetic Survey in June 1991..
 CD0610
 CD0610.The geoid height was determined by GEOID03.
 CD0610
 CD0610.The dynamic height is computed by dividing the NAVD 88
 CD0610.geopotential number by the normal gravity value computed on the
 CD0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0610.degrees latitude (g = 980.6199 gals.).
 CD0610
 CD0610.The modeled gravity was interpolated from observed gravity values.
 CD0610
 CD0610;                    North         East    Units  Estimated Accuracy
 CD0610;SPC TX C     - 3,187,610.      205,200.      MT  (+/- 180 meters Scaled)
 CD0610
 CD0610                          SUPERSEDED SURVEY CONTROL
 CD0610
 CD0610  NGVD 29 (??/??/92) 1276.288  (m)         4187.29   (f) ADJ UNCH    1 2
 CD0610
 CD0610.Superseded values are not recommended for survey control.
 CD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0610.See file dsdata.txt to determine how the superseded data were derived.
 CD0610
 CD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ494579(NAD 83)
 CD0610_MARKER: DB = BENCH MARK DISK
 CD0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0610_STAMPING: W 1066 1956
 CD0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0610+STABILITY: SURFACE MOTION
 CD0610
 CD0610  HISTORY     - Date     Condition        Report By
 CD0610  HISTORY     - 1956     MONUMENTED       CGS
 CD0610  HISTORY     - 1971     MARK NOT FOUND   USGS
 CD0610
 CD0610                          STATION DESCRIPTION
 CD0610
 CD0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0610'6.8 MI E FROM FINLAY.
 CD0610'6.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0610'SECTION FOREMANS HOUSE AT FINLAY, 9 1/2 POLES SOUTHEAST OF MILEPOST
 CD0610'752, 43.1 FEET EAST OF THE EAST RAIL, 55.3 FEET NORTHEAST OF THE
 CD0610'NORTHEAST CORNER OF WOODEN BRIDGE 751.74, 3.8 FEET WEST OF A FENCE,
 CD0610'2.1 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CD0610'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CD0610
 CD0610                          STATION RECOVERY (1971)
 CD0610
 CD0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CD0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0100 ***********************************************************************
 CD0100  DESIGNATION -  W 1068
 CD0100  PID         -  CD0100
 CD0100  STATE/COUNTY-  TX/CULBERSON
 CD0100  USGS QUAD   -  KENT (1970)
 CD0100
 CD0100                         *CURRENT SURVEY CONTROL
 CD0100  ___________________________________________________________________
 CD0100* NAD 83(1986)-  31 04 00.     (N)    104 12 35.     (W)     SCALED    
 CD0100* NAVD 88     -      1277.561  (meters)    4191.46   (feet)  ADJUSTED  
 CD0100  ___________________________________________________________________
 CD0100  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CD0100  DYNAMIC HT  -        1275.572 (meters)    4184.94  (feet)  COMP
 CD0100  MODELED GRAV-     979,039.4   (mgal)                       NAVD 88
 CD0100
 CD0100  VERT ORDER  -  FIRST     CLASS II
 CD0100
 CD0100.The horizontal coordinates were scaled from a topographic map and have
 CD0100.an estimated accuracy of +/- 6 seconds.
 CD0100
 CD0100.The orthometric height was determined by differential leveling
 CD0100.and adjusted by the National Geodetic Survey in June 1991..
 CD0100.WARNING-Repeat measurements at this control monument indicate possible
 CD0100.vertical movement.
 CD0100
 CD0100.The geoid height was determined by GEOID03.
 CD0100
 CD0100.The dynamic height is computed by dividing the NAVD 88
 CD0100.geopotential number by the normal gravity value computed on the
 CD0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0100.degrees latitude (g = 980.6199 gals.).
 CD0100
 CD0100.The modeled gravity was interpolated from observed gravity values.
 CD0100
 CD0100;                    North         East    Units  Estimated Accuracy
 CD0100;SPC TX C     - 3,161,640.      330,170.      MT  (+/- 180 meters Scaled)
 CD0100
 CD0100                          SUPERSEDED SURVEY CONTROL
 CD0100
 CD0100  NGVD 29 (??/??/92) 1277.047  (m)         4189.78   (f) ADJ UNCH    1 2
 CD0100
 CD0100.Superseded values are not recommended for survey control.
 CD0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0100.See file dsdata.txt to determine how the superseded data were derived.
 CD0100
 CD0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ753372(NAD 83)
 CD0100_MARKER: DB = BENCH MARK DISK
 CD0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0100_STAMPING: W 1068 1956
 CD0100_PROJECTION: PROJECTING 5 CENTIMETERS
 CD0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0100+STABILITY: SURFACE MOTION
 CD0100
 CD0100  HISTORY     - Date     Condition        Report By
 CD0100  HISTORY     - 1956     MONUMENTED       CGS
 CD0100  HISTORY     - 1981     GOOD             NGS
 CD0100
 CD0100                          STATION DESCRIPTION
 CD0100
 CD0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0100'0.45 MI E FROM KENT.
 CD0100'0.45 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0100'AT KENT, 281 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 117
 CD0100'FEET SOUTH OF THE SOUTH RAIL, 23 FEET WEST OF MILEPOST 698, IN LINE
 CD0100'WITH A ROW OF TELEPHONE POLES, 2.7 FEET EAST OF A WITNESS POST, 6 FEET
 CD0100'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 CD0100'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CD0100
 CD0100                          STATION RECOVERY (1981)
 CD0100
 CD0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0100'0.8 KM (0.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0100'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.8 KM
 CD0100'(0.5 MI) EAST OF FARM ROAD 2424 CROSSING OF THE MISSOURI PACIFIC
 CD0100'RAILROAD, 1 POLE EAST OF RAILROAD MILE POST 698, 122.5 METERS
 CD0100'(402.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CD0100'HIGHWAY, 85.6 METERS (281.0 FT) NORTH OF THE CENTERLINE OF A
 CD0100'FRONTAGE ROAD (OLD U.S. HIGHWAY 80), 38.7 METERS (127.0 FT) NORTH OF
 CD0100'A FENCE, 35.7 METERS (117.0 FT) SOUTH OF THE NEAR RAIL, AND 0.9 METER
 CD0100'(3.0 FT) EAST-SOUTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 CD0100'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0100'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0187 ***********************************************************************
 CD0187  DESIGNATION -  W 1069
 CD0187  PID         -  CD0187
 CD0187  STATE/COUNTY-  TX/CULBERSON
 CD0187  USGS QUAD   -  WILD HORSE (1979)
 CD0187
 CD0187                         *CURRENT SURVEY CONTROL
 CD0187  ___________________________________________________________________
 CD0187* NAD 83(1986)-  31 03 20.     (N)    104 38 54.     (W)     SCALED    
 CD0187* NAVD 88     -      1173.150  (meters)    3848.91   (feet)  POSTED    
 CD0187  ___________________________________________________________________
 CD0187  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CD0187  DYNAMIC HT  -        1171.330 (meters)    3842.94  (feet)  COMP
 CD0187  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 CD0187
 CD0187  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0187
 CD0187.The horizontal coordinates were scaled from a topographic map and have
 CD0187.an estimated accuracy of +/- 6 seconds.
 CD0187
 CD0187.The orthometric height was determined by differential leveling
 CD0187.and adjusted by the National Geodetic Survey in 1992..
 CD0187.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0187.rate of 0.0 thru 1.0 mm/km.
 CD0187
 CD0187.The geoid height was determined by GEOID03.
 CD0187
 CD0187.The dynamic height is computed by dividing the NAVD 88
 CD0187.geopotential number by the normal gravity value computed on the
 CD0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0187.degrees latitude (g = 980.6199 gals.).
 CD0187
 CD0187.The modeled gravity was interpolated from observed gravity values.
 CD0187
 CD0187;                    North         East    Units  Estimated Accuracy
 CD0187;SPC TX C     - 3,161,950.      288,290.      MT  (+/- 180 meters Scaled)
 CD0187
 CD0187                          SUPERSEDED SURVEY CONTROL
 CD0187
 CD0187  NGVD 29 (??/??/92) 1172.671  (m)         3847.34   (f) ADJ UNCH    1 2
 CD0187
 CD0187.Superseded values are not recommended for survey control.
 CD0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0187.See file dsdata.txt to determine how the superseded data were derived.
 CD0187
 CD0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ335358(NAD 83)
 CD0187_MARKER: DB = BENCH MARK DISK
 CD0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0187_STAMPING: W 1069 1956
 CD0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0187+STABILITY: SURFACE MOTION
 CD0187
 CD0187  HISTORY     - Date     Condition        Report By
 CD0187  HISTORY     - 1956     MONUMENTED       CGS
 CD0187
 CD0187                          STATION DESCRIPTION
 CD0187
 CD0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0187'5.4 MI W FROM PLATEAU.
 CD0187'5.4 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0187'FOREMANS HOUSE AT PLATEAU, 77 FEET SOUTH OF THE SOUTH RAIL, 35 FEET
 CD0187'SOUTH OF THE 14TH POLE WEST OF MILEPOST 724, 28.7 FEET SOUTH OF A
 CD0187'FENCE, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CD0187'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0247 ***********************************************************************
 CC0247  DESIGNATION -  W 107 RESET 1968
 CC0247  PID         -  CC0247
 CC0247  STATE/COUNTY-  TX/WARD
 CC0247  USGS QUAD   -  MONAHANS (1981)
 CC0247
 CC0247                         *CURRENT SURVEY CONTROL
 CC0247  ___________________________________________________________________
 CC0247* NAD 83(1986)-  31 31 22.     (N)    102 53 46.     (W)     SCALED    
 CC0247* NAVD 88     -       784.463  (meters)    2573.69   (feet)  ADJUSTED  
 CC0247  ___________________________________________________________________
 CC0247  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CC0247  DYNAMIC HT  -         783.369 (meters)    2570.10  (feet)  COMP
 CC0247  MODELED GRAV-     979,219.2   (mgal)                       NAVD 88
 CC0247
 CC0247  VERT ORDER  -  FIRST     CLASS II
 CC0247
 CC0247.The horizontal coordinates were scaled from a topographic map and have
 CC0247.an estimated accuracy of +/- 6 seconds.
 CC0247
 CC0247.The orthometric height was determined by differential leveling
 CC0247.and adjusted by the National Geodetic Survey in June 1991..
 CC0247
 CC0247.The geoid height was determined by GEOID03.
 CC0247
 CC0247.The dynamic height is computed by dividing the NAVD 88
 CC0247.geopotential number by the normal gravity value computed on the
 CC0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0247.degrees latitude (g = 980.6199 gals.).
 CC0247
 CC0247.The modeled gravity was interpolated from observed gravity values.
 CC0247
 CC0247;                    North         East    Units  Estimated Accuracy
 CC0247;SPC TX C     - 3,208,570.      456,630.      MT  (+/- 180 meters Scaled)
 CC0247
 CC0247                          SUPERSEDED SURVEY CONTROL
 CC0247
 CC0247.No superseded survey control is available for this station.
 CC0247
 CC0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ997894(NAD 83)
 CC0247_MARKER: DB = BENCH MARK DISK
 CC0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0247_STAMPING: W 107 RESET 1968
 CC0247_MARK LOGO: CGS   
 CC0247_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0247+STABILITY: SURFACE MOTION
 CC0247
 CC0247  HISTORY     - Date     Condition        Report By
 CC0247  HISTORY     - 1968     MONUMENTED       CGS
 CC0247  HISTORY     - 1981     GOOD             NGS
 CC0247  HISTORY     - 20010202 GOOD             USPSQD
 CC0247
 CC0247                          STATION DESCRIPTION
 CC0247
 CC0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CC0247'5.0 MI S FROM MONAHANS.
 CC0247'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM ITS JUNCTION WITH
 CC0247'U.S. HIGHWAY IN MONAHANS TO INTERSTATE 20, THENCE CONTINUE 3.6 MILES
 CC0247'SOUTH ALONG STATE HIGHWAY 18 TO SITE OF BENCH MARK, 94 FEET WEST OF
 CC0247'THE CENTER LINE OF STATE HIGHWAY 18, 50 WEST OF CENTER LINE OF THE
 CC0247'SOUTH BOUND TRAFFIC LANE, 160 FEET SOUTH OF A HIGH PRESSURE GAS LINE,
 CC0247'115 FEET NORTH OF A CULVERT, 1 FOOT SOUTH OF A METAL WITNESS POST, AND
 CC0247'AT TEXAS HIGHWAY DEPARTMENT STATION 261 + 65.  A C AND GS BENCH MARK
 CC0247'DISK SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CC0247'THE SURFACE OF GROUND.
 CC0247
 CC0247                          STATION RECOVERY (1981)
 CC0247
 CC0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0247'5.7 KM (3.55 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0247'WITH INTERSTATE HIGHWAY 20 IN MONAHANS, 0.6 KM (0.35 MI) NORTH OF
 CC0247'THE JUNCTION OF FARM ROAD 1233, 39.6 METERS (130.0 FT) NORTH-NORTHWEST
 CC0247'OF THE NORTH END OF A 4-CHANNEL CONCRETE CULVERT, 17.8 METERS
 CC0247'(58.4 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 CC0247'HIGHWAY AND 11.6 METERS (38.1 FT) SOUTH OF A UTILITY POLE.
 CC0247'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CC0247'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CC0247
 CC0247                          STATION RECOVERY (2001)
 CC0247
 CC0247'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0219 ***********************************************************************
 CD0219  DESIGNATION -  W 1070
 CD0219  PID         -  CD0219
 CD0219  STATE/COUNTY-  TX/HUDSPETH
 CD0219  USGS QUAD   -  HACKETT PEAK (1964)
 CD0219
 CD0219                         *CURRENT SURVEY CONTROL
 CD0219  ___________________________________________________________________
 CD0219* NAD 83(1986)-  31 03 26.     (N)    104 57 05.     (W)     SCALED    
 CD0219* NAVD 88     -      1383.587  (meters)    4539.32   (feet)  ADJUSTED  
 CD0219  ___________________________________________________________________
 CD0219  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0219  DYNAMIC HT  -        1381.378 (meters)    4532.07  (feet)  COMP
 CD0219  MODELED GRAV-     978,995.7   (mgal)                       NAVD 88
 CD0219
 CD0219  VERT ORDER  -  FIRST     CLASS II
 CD0219
 CD0219.The horizontal coordinates were scaled from a topographic map and have
 CD0219.an estimated accuracy of +/- 6 seconds.
 CD0219
 CD0219.The orthometric height was determined by differential leveling
 CD0219.and adjusted by the National Geodetic Survey in June 1991..
 CD0219
 CD0219.The geoid height was determined by GEOID03.
 CD0219
 CD0219.The dynamic height is computed by dividing the NAVD 88
 CD0219.geopotential number by the normal gravity value computed on the
 CD0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0219.degrees latitude (g = 980.6199 gals.).
 CD0219
 CD0219.The modeled gravity was interpolated from observed gravity values.
 CD0219
 CD0219;                    North         East    Units  Estimated Accuracy
 CD0219;SPC TX C     - 3,163,300.      259,400.      MT  (+/- 180 meters Scaled)
 CD0219
 CD0219                          SUPERSEDED SURVEY CONTROL
 CD0219
 CD0219  NGVD 29 (??/??/92) 1383.019  (m)         4537.45   (f) ADJ UNCH    1 2
 CD0219
 CD0219.Superseded values are not recommended for survey control.
 CD0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0219.See file dsdata.txt to determine how the superseded data were derived.
 CD0219
 CD0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ046359(NAD 83)
 CD0219_MARKER: DB = BENCH MARK DISK
 CD0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0219_STAMPING: W 1070 1956
 CD0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0219+STABILITY: SURFACE MOTION
 CD0219
 CD0219  HISTORY     - Date     Condition        Report By
 CD0219  HISTORY     - 1956     MONUMENTED       CGS
 CD0219
 CD0219                          STATION DESCRIPTION
 CD0219
 CD0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0219'3.45 MI E FROM ALLAMORE.
 CD0219'3.45 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0219'FOREMANS HOUSE AT ALLAMORE, 49 FEET SOUTH OF THE 3RD POLE SOUTHEAST OF
 CD0219'MILEPOST 743, 59.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AT THE
 CD0219'NORTHWEST END OF A CUT, 2 FEET SOUTHWEST OF A FENCE, 3.1 FEET
 CD0219'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CD0219'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0556 ***********************************************************************
 CD0556  DESIGNATION -  W 1071
 CD0556  PID         -  CD0556
 CD0556  STATE/COUNTY-  TX/HUDSPETH
 CD0556  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0556
 CD0556                         *CURRENT SURVEY CONTROL
 CD0556  ___________________________________________________________________
 CD0556* NAD 83(1986)-  31 10 22.     (N)    105 20 57.     (W)     SCALED    
 CD0556* NAVD 88     -      1369.007  (meters)    4491.48   (feet)  ADJUSTED  
 CD0556  ___________________________________________________________________
 CD0556  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CD0556  DYNAMIC HT  -        1366.818 (meters)    4484.30  (feet)  COMP
 CD0556  MODELED GRAV-     978,994.1   (mgal)                       NAVD 88
 CD0556
 CD0556  VERT ORDER  -  FIRST     CLASS II
 CD0556
 CD0556.The horizontal coordinates were scaled from a topographic map and have
 CD0556.an estimated accuracy of +/- 6 seconds.
 CD0556
 CD0556.The orthometric height was determined by differential leveling
 CD0556.and adjusted by the National Geodetic Survey in June 1991..
 CD0556
 CD0556.The geoid height was determined by GEOID03.
 CD0556
 CD0556.The dynamic height is computed by dividing the NAVD 88
 CD0556.geopotential number by the normal gravity value computed on the
 CD0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0556.degrees latitude (g = 980.6199 gals.).
 CD0556
 CD0556.The modeled gravity was interpolated from observed gravity values.
 CD0556
 CD0556;                    North         East    Units  Estimated Accuracy
 CD0556;SPC TX C     - 3,177,740.      222,050.      MT  (+/- 180 meters Scaled)
 CD0556
 CD0556                          SUPERSEDED SURVEY CONTROL
 CD0556
 CD0556  NGVD 29 (??/??/92) 1368.413  (m)         4489.53   (f) ADJ UNCH    1 2
 CD0556
 CD0556.Superseded values are not recommended for survey control.
 CD0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0556.See file dsdata.txt to determine how the superseded data were derived.
 CD0556
 CD0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ667488(NAD 83)
 CD0556_MARKER: DB = BENCH MARK DISK
 CD0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0556_SP_SET: ABUTMENT
 CD0556_STAMPING: W 1071 1956
 CD0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0556
 CD0556  HISTORY     - Date     Condition        Report By
 CD0556  HISTORY     - 1956     MONUMENTED       CGS
 CD0556  HISTORY     - 1966     GOOD             NGS
 CD0556  HISTORY     - 1981     GOOD             NGS
 CD0556
 CD0556                          STATION DESCRIPTION
 CD0556
 CD0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CD0556'0.55 MI E FROM SIERRA BLANCA.
 CD0556'ABOUT 0.55 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 CD0556'THE STATION AT SIERRA BLANCA, ABOUT 0.4 MILES NORTHWEST OF MILEPOST
 CD0556'736, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 CD0556'ABUTMENT OF THE OLD U. S. HIGHWAY 80 UNDERPASS, 5 FEET NORTHEAST OF
 CD0556'THE NORTHEAST RAIL, 248 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK
 CD0556'OF THE TEXAS AND PACIFIC RAILWAY, AND ABOUT ONE FOOT BELOW THE LEVEL
 CD0556'OF THE TRACK.
 CD0556
 CD0556                          STATION RECOVERY (1981)
 CD0556
 CD0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0556'IN SIERRA BLANCA, AT THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS AND
 CD0556'THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.6 METER (2.0 FT)
 CD0556'SOUTHWEST OF THE NORTHEAST END OF THE WEST ABUTMENT OF A RAILROAD
 CD0556'OVERPASS, 0.8 KM (0.5 MI) SOUTHEAST OF THE RAILROAD STATION, 75.6
 CD0556'METERS (248.0 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL OF THE
 CD0556'MISSOURI PACIFIC RAILROAD AND 1.5 METERS (4.8 FT) NORTHEAST OF THE
 CD0556'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 CD0556'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0024 ***********************************************************************
 CE0024  DESIGNATION -  W 1072
 CE0024  PID         -  CE0024
 CE0024  STATE/COUNTY-  TX/EL PASO
 CE0024  USGS QUAD   -  YSLETA (1994)
 CE0024
 CE0024                         *CURRENT SURVEY CONTROL
 CE0024  ___________________________________________________________________
 CE0024* NAD 83(1986)-  31 38 41.     (N)    106 16 30.     (W)     SCALED    
 CE0024* NAVD 88     -      1114.970  (meters)    3658.03   (feet)  ADJUSTED  
 CE0024  ___________________________________________________________________
 CE0024  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0024  DYNAMIC HT  -        1113.276 (meters)    3652.47  (feet)  COMP
 CE0024  MODELED GRAV-     979,082.7   (mgal)                       NAVD 88
 CE0024
 CE0024  VERT ORDER  -  FIRST     CLASS II
 CE0024
 CE0024.The horizontal coordinates were scaled from a topographic map and have
 CE0024.an estimated accuracy of +/- 6 seconds.
 CE0024
 CE0024.The orthometric height was determined by differential leveling
 CE0024.and adjusted by the National Geodetic Survey in June 1991..
 CE0024
 CE0024.The geoid height was determined by GEOID03.
 CE0024
 CE0024.The dynamic height is computed by dividing the NAVD 88
 CE0024.geopotential number by the normal gravity value computed on the
 CE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0024.degrees latitude (g = 980.6199 gals.).
 CE0024
 CE0024.The modeled gravity was interpolated from observed gravity values.
 CE0024
 CE0024;                    North         East    Units  Estimated Accuracy
 CE0024;SPC TX C     - 3,234,330.      136,700.      MT  (+/- 180 meters Scaled)
 CE0024
 CE0024                          SUPERSEDED SURVEY CONTROL
 CE0024
 CE0024  NGVD 29 (??/??/92) 1114.437  (m)         3656.28   (f) ADJ UNCH    1 2
 CE0024
 CE0024.Superseded values are not recommended for survey control.
 CE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0024.See file dsdata.txt to determine how the superseded data were derived.
 CE0024
 CE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR791017(NAD 83)
 CE0024_MARKER: DB = BENCH MARK DISK
 CE0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0024_STAMPING: W 1072 1956
 CE0024_PROJECTION: PROJECTING 5 CENTIMETERS
 CE0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0024+STABILITY: SURFACE MOTION
 CE0024
 CE0024  HISTORY     - Date     Condition        Report By
 CE0024  HISTORY     - 1956     MONUMENTED       CGS
 CE0024  HISTORY     - 1981     GOOD             NGS
 CE0024  HISTORY     - 19930119 MARK NOT FOUND   NGS
 CE0024
 CE0024                          STATION DESCRIPTION
 CE0024
 CE0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0024'4.7 MI SE FROM YSLETA.
 CE0024'4.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0024'STATION AT YSLETA, 27 FEET NORTHEAST OF THE 1ST POLE NORTHWEST OF
 CE0024'MILEPOST 812, 15 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5.5 FEET
 CE0024'SOUTHEAST OF THE SOUTHEAST RETAINING WALL OF A SIPHON UNDER THE
 CE0024'RAILROAD, 2.2 FEET NORTHWEST OF A WITNESS POST, 1.0 MILE NORTHWEST OF
 CE0024'BENCH MARK X 1072, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CE0024'0.5 FOOT ABOVE THE GROUND.
 CE0024
 CE0024                          STATION RECOVERY (1981)
 CE0024
 CE0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0024'12.1 KM (7.5 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0024'OFFICE IN FABENS, THENCE 0.6 KM (0.4 MI) NORTHEAST ALONG FARM ROAD
 CE0024'1110, THENCE 7.6 KM (4.7 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CE0024'RAILROAD, 0.1 KM (0.05 MI) SOUTHEAST OF WELLWARD ROAD, AT THE SOCORRO
 CE0024'LATERAL DRAIN CROSSING, 15.2 METERS (50.0 FT) NORTHEAST OF THE CENTER
 CE0024'OF A DIRT ROAD, 8.0 METERS (26.2 FT) EAST-NORTHEAST OF THE FIRST
 CE0024'POLE NORTHWEST OF MILEPOST 812, 4.6 METERS (15.0 FT) SOUTHWEST
 CE0024'OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT.
 CE0024'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 CE0024'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CE0024
 CE0024                          STATION RECOVERY (1993)
 CE0024
 CE0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0024'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0654 ***********************************************************************
 CD0654  DESIGNATION -  W 1073
 CD0654  PID         -  CD0654
 CD0654  STATE/COUNTY-  TX/HUDSPETH
 CD0654  USGS QUAD   -  FORT HANCOCK NW (1972)
 CD0654
 CD0654                         *CURRENT SURVEY CONTROL
 CD0654  ___________________________________________________________________
 CD0654* NAD 83(1986)-  31 22 48.     (N)    105 55 57.     (W)     SCALED    
 CD0654* NAVD 88     -      1125.619  (meters)    3692.97   (feet)  ADJUSTED  
 CD0654  ___________________________________________________________________
 CD0654  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CD0654  DYNAMIC HT  -        1123.851 (meters)    3687.17  (feet)  COMP
 CD0654  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 CD0654
 CD0654  VERT ORDER  -  FIRST     CLASS II
 CD0654
 CD0654.The horizontal coordinates were scaled from a topographic map and have
 CD0654.an estimated accuracy of +/- 6 seconds.
 CD0654
 CD0654.The orthometric height was determined by differential leveling
 CD0654.and adjusted by the National Geodetic Survey in June 1991..
 CD0654
 CD0654.The geoid height was determined by GEOID03.
 CD0654
 CD0654.The dynamic height is computed by dividing the NAVD 88
 CD0654.geopotential number by the normal gravity value computed on the
 CD0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0654.degrees latitude (g = 980.6199 gals.).
 CD0654
 CD0654.The modeled gravity was interpolated from observed gravity values.
 CD0654
 CD0654;                    North         East    Units  Estimated Accuracy
 CD0654;SPC TX C     - 3,203,330.      167,660.      MT  (+/- 180 meters Scaled)
 CD0654
 CD0654                          SUPERSEDED SURVEY CONTROL
 CD0654
 CD0654  NGVD 29 (??/??/92) 1125.021  (m)         3691.01   (f) ADJ UNCH    1 2
 CD0654
 CD0654.Superseded values are not recommended for survey control.
 CD0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0654.See file dsdata.txt to determine how the superseded data were derived.
 CD0654
 CD0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ113720(NAD 83)
 CD0654_MARKER: DB = BENCH MARK DISK
 CD0654_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0654_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0654_STAMPING: W 1073 1956
 CD0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0654
 CD0654  HISTORY     - Date     Condition        Report By
 CD0654  HISTORY     - 1956     MONUMENTED       CGS
 CD0654  HISTORY     - 1972     MARK NOT FOUND   USGS
 CD0654
 CD0654                          STATION DESCRIPTION
 CD0654
 CD0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0654'7.8 MI NW FROM FORT HANCOCK.
 CD0654'7.8 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0654'STATION AT FORT HANCOCK, 3 RAILS NORTHWEST OF SEMAPHORE 784.0, IN LINE
 CD0654'WITH A ROW OF TELEPHONE POLES, 17.5 FEET NORTHWEST OF MILEPOST 784,
 CD0654'41.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6.6 FEET NORTHEAST OF A
 CD0654'FENCE, 1.3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A 4
 CD0654'INCH CONCRETE PIPE WHICH IS FILLED WITH CONCRETE AND PROJECTS 0.7 FOOT
 CD0654'ABOVE THE GROUND.
 CD0654
 CD0654                          STATION RECOVERY (1972)
 CD0654
 CD0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CD0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0626 ***********************************************************************
 CD0626  DESIGNATION -  W 1074
 CD0626  PID         -  CD0626
 CD0626  STATE/COUNTY-  TX/HUDSPETH
 CD0626  USGS QUAD   -  CAMPO GRANDE MOUNTAIN (1972)
 CD0626
 CD0626                         *CURRENT SURVEY CONTROL
 CD0626  ___________________________________________________________________
 CD0626* NAD 83(1986)-  31 15 42.     (N)    105 41 03.     (W)     SCALED    
 CD0626* NAVD 88     -      1168.142  (meters)    3832.48   (feet)  ADJUSTED  
 CD0626  ___________________________________________________________________
 CD0626  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CD0626  DYNAMIC HT  -        1166.304 (meters)    3826.45  (feet)  COMP
 CD0626  MODELED GRAV-     979,027.2   (mgal)                       NAVD 88
 CD0626
 CD0626  VERT ORDER  -  FIRST     CLASS II
 CD0626
 CD0626.The horizontal coordinates were scaled from a topographic map and have
 CD0626.an estimated accuracy of +/- 6 seconds.
 CD0626
 CD0626.The orthometric height was determined by differential leveling
 CD0626.and adjusted by the National Geodetic Survey in June 1991..
 CD0626
 CD0626.The geoid height was determined by GEOID03.
 CD0626
 CD0626.The dynamic height is computed by dividing the NAVD 88
 CD0626.geopotential number by the normal gravity value computed on the
 CD0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0626.degrees latitude (g = 980.6199 gals.).
 CD0626
 CD0626.The modeled gravity was interpolated from observed gravity values.
 CD0626
 CD0626;                    North         East    Units  Estimated Accuracy
 CD0626;SPC TX C     - 3,189,070.      190,630.      MT  (+/- 180 meters Scaled)
 CD0626
 CD0626                          SUPERSEDED SURVEY CONTROL
 CD0626
 CD0626  NGVD 29 (??/??/92) 1167.565  (m)         3830.59   (f) ADJ UNCH    1 2
 CD0626
 CD0626.Superseded values are not recommended for survey control.
 CD0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0626.See file dsdata.txt to determine how the superseded data were derived.
 CD0626
 CD0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ348588(NAD 83)
 CD0626_MARKER: DB = BENCH MARK DISK
 CD0626_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0626_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0626_STAMPING: W 1074 1956
 CD0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0626
 CD0626  HISTORY     - Date     Condition        Report By
 CD0626  HISTORY     - 1956     MONUMENTED       CGS
 CD0626
 CD0626                          STATION DESCRIPTION
 CD0626
 CD0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0626'3.45 MI W FROM FINLAY.
 CD0626'3.45 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0626'SECTION FOREMANS HOUSE AT FINLAY, 70 FEET SOUTHWEST OF THE 1ST POLE
 CD0626'SOUTHWEST OF MILEPOST 763, 37.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CD0626'8 FEET NORTHWEST OF A FENCE, 1.3 FEET NORTHWEST OF A WITNESS POST, SET
 CD0626'IN THE TOP OF A 4 INCH CONCRETE PIPE WHICH IS FILLED WITH CONCRETE,
 CD0626'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1206 ***********************************************************************
 AY1206  DESIGNATION -  W 1075
 AY1206  PID         -  AY1206
 AY1206  STATE/COUNTY-  TX/FRIO
 AY1206  USGS QUAD   -  MOORE (1982)
 AY1206
 AY1206                         *CURRENT SURVEY CONTROL
 AY1206  ___________________________________________________________________
 AY1206* NAD 83(1986)-  29 02 45.     (N)    099 01 06.     (W)     SCALED    
 AY1206* NAVD 88     -       207.224  (meters)     679.87   (feet)  ADJUSTED  
 AY1206  ___________________________________________________________________
 AY1206  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AY1206  DYNAMIC HT  -         206.927 (meters)     678.89  (feet)  COMP
 AY1206  MODELED GRAV-     979,203.6   (mgal)                       NAVD 88
 AY1206
 AY1206  VERT ORDER  -  FIRST     CLASS II
 AY1206
 AY1206.The horizontal coordinates were scaled from a topographic map and have
 AY1206.an estimated accuracy of +/- 6 seconds.
 AY1206
 AY1206.The orthometric height was determined by differential leveling
 AY1206.and adjusted by the National Geodetic Survey in June 1991..
 AY1206
 AY1206.The geoid height was determined by GEOID03.
 AY1206
 AY1206.The dynamic height is computed by dividing the NAVD 88
 AY1206.geopotential number by the normal gravity value computed on the
 AY1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1206.degrees latitude (g = 980.6199 gals.).
 AY1206
 AY1206.The modeled gravity was interpolated from observed gravity values.
 AY1206
 AY1206;                    North         East    Units  Estimated Accuracy
 AY1206;SPC TXSC     - 4,134,380.      598,220.      MT  (+/- 180 meters Scaled)
 AY1206
 AY1206                          SUPERSEDED SURVEY CONTROL
 AY1206
 AY1206  NGVD 29 (??/??/92)  207.106  (m)          679.48   (f) ADJ UNCH    1 2
 AY1206
 AY1206.Superseded values are not recommended for survey control.
 AY1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1206.See file dsdata.txt to determine how the superseded data were derived.
 AY1206
 AY1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT982130(NAD 83)
 AY1206_MARKER: DB = BENCH MARK DISK
 AY1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1206_STAMPING: W 1075 1956
 AY1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1206+STABILITY: SURFACE MOTION
 AY1206
 AY1206  HISTORY     - Date     Condition        Report By
 AY1206  HISTORY     - 1956     MONUMENTED       CGS
 AY1206  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AY1206
 AY1206                          STATION DESCRIPTION
 AY1206
 AY1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY1206'0.8 MI SW FROM MOORE.
 AY1206'0.8 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AY1206'FROM THE POST OFFICE AT MOORE, AT THE NORTHEAST END OF A LONG FILL, 4
 AY1206'POLES NORTHEAST OF MILEPOST 301, 82.6 FEET NORTHWEST OF THE NORTHWEST
 AY1206'RAIL, 1.4 FEET NORTHWEST OF A FENCE, 2.6 FEET WEST OF A WITNESS POST,
 AY1206'6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 AY1206'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1206
 AY1206                          STATION RECOVERY (1996)
 AY1206
 AY1206'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0199 ***********************************************************************
 AO0199  DESIGNATION -  W 1076
 AO0199  PID         -  AO0199
 AO0199  STATE/COUNTY-  TX/FRIO
 AO0199  USGS QUAD   -  DILLEY (1974)
 AO0199
 AO0199                         *CURRENT SURVEY CONTROL
 AO0199  ___________________________________________________________________
 AO0199* NAD 83(1986)-  28 43 44.     (N)    099 08 58.     (W)     SCALED    
 AO0199* NAVD 88     -       148.326  (meters)     486.63   (feet)  ADJUSTED  
 AO0199  ___________________________________________________________________
 AO0199  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AO0199  DYNAMIC HT  -         148.107 (meters)     485.91  (feet)  COMP
 AO0199  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 AO0199
 AO0199  VERT ORDER  -  FIRST     CLASS II
 AO0199
 AO0199.The horizontal coordinates were scaled from a topographic map and have
 AO0199.an estimated accuracy of +/- 6 seconds.
 AO0199
 AO0199.The orthometric height was determined by differential leveling
 AO0199.and adjusted by the National Geodetic Survey in June 1991..
 AO0199
 AO0199.The geoid height was determined by GEOID03.
 AO0199
 AO0199.The dynamic height is computed by dividing the NAVD 88
 AO0199.geopotential number by the normal gravity value computed on the
 AO0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0199.degrees latitude (g = 980.6199 gals.).
 AO0199
 AO0199.The modeled gravity was interpolated from observed gravity values.
 AO0199
 AO0199;                    North         East    Units  Estimated Accuracy
 AO0199;SPC TXSC     - 4,099,260.      585,400.      MT  (+/- 180 meters Scaled)
 AO0199
 AO0199                          SUPERSEDED SURVEY CONTROL
 AO0199
 AO0199  NGVD 29 (??/??/92)  148.201  (m)          486.22   (f) ADJ UNCH    1 2
 AO0199
 AO0199.Superseded values are not recommended for survey control.
 AO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0199.See file dsdata.txt to determine how the superseded data were derived.
 AO0199
 AO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS854779(NAD 83)
 AO0199_MARKER: DB = BENCH MARK DISK
 AO0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0199_STAMPING: W 1076 1956
 AO0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0199+STABILITY: SURFACE MOTION
 AO0199
 AO0199  HISTORY     - Date     Condition        Report By
 AO0199  HISTORY     - 1956     MONUMENTED       CGS
 AO0199  HISTORY     - 19941027 MARK NOT FOUND   USPSQD
 AO0199  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 AO0199
 AO0199                          STATION DESCRIPTION
 AO0199
 AO0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0199'4.25 MI N FROM DILLEY.
 AO0199'4.25 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0199'FROM THE STATION AT DILLEY, 44.4 FEET EAST OF THE EAST RAIL, 35 FEET
 AO0199'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 41 FEET SOUTH OF A FENCE
 AO0199'CORNER, 32 FEET NORTH OF A TELEPHONE POLE, 3 FEET WEST OF A FENCE, 1.5
 AO0199'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0199'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0199
 AO0199                          STATION RECOVERY (1994)
 AO0199
 AO0199'RECOVERY NOTE BY US POWER SQUADRON 1994
 AO0199'MARK NOT FOUND.
 AO0199
 AO0199                          STATION RECOVERY (1996)
 AO0199
 AO0199'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0257 ***********************************************************************
 AO0257  SACS        -  This is a Secondary Airport Control Station.
 AO0257  DESIGNATION -  W 1077
 AO0257  PID         -  AO0257
 AO0257  STATE/COUNTY-  TX/LA SALLE
 AO0257  USGS QUAD   -  COTULLA (1974)
 AO0257
 AO0257                         *CURRENT SURVEY CONTROL
 AO0257  ___________________________________________________________________
 AO0257* NAD 83(1993)-  28 27 12.25595(N)    099 13 05.86038(W)     ADJUSTED  
 AO0257* NAVD 88     -       139.516  (meters)     457.73   (feet)  ADJUSTED  
 AO0257  ___________________________________________________________________
 AO0257  X           -    -899,030.938 (meters)                     COMP
 AO0257  Y           -  -5,539,576.766 (meters)                     COMP
 AO0257  Z           -   3,020,832.180 (meters)                     COMP
 AO0257  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AO0257  ELLIP HEIGHT-         114.65  (meters)          (05/01/01) GPS OBS
 AO0257  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AO0257  DYNAMIC HT  -         139.306 (meters)     457.04  (feet)  COMP
 AO0257  MODELED GRAV-     979,139.4   (mgal)                       NAVD 88
 AO0257
 AO0257  HORZ ORDER  -  FIRST
 AO0257  VERT ORDER  -  FIRST     CLASS II
 AO0257  ELLP ORDER  -  FOURTH    CLASS II
 AO0257
 AO0257.This mark is at Cotulla-La Salle Co (COT) Airport (COT)
 AO0257
 AO0257.The horizontal coordinates were established by GPS observations
 AO0257.and adjusted by the National Geodetic Survey in June 1996..
 AO0257
 AO0257.The orthometric height was determined by differential leveling
 AO0257.and adjusted by the National Geodetic Survey in June 1991..
 AO0257.WARNING-GPS observations at this control monument resulted in a GPS
 AO0257.derived orthometric height which differed from the leveled height by
 AO0257.more than one decimeter (0.1 meter).
 AO0257
 AO0257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0257
 AO0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0257
 AO0257.The ellipsoidal height was determined by GPS observations
 AO0257.and is referenced to NAD 83.
 AO0257
 AO0257.The geoid height was determined by GEOID03.
 AO0257
 AO0257.The dynamic height is computed by dividing the NAVD 88
 AO0257.geopotential number by the normal gravity value computed on the
 AO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0257.degrees latitude (g = 980.6199 gals.).
 AO0257
 AO0257.The modeled gravity was interpolated from observed gravity values.
 AO0257
 AO0257;                    North         East     Units Scale Factor Converg.
 AO0257;SPC TXSC     - 4,068,742.989   578,619.111   MT  0.99998062   -0 06 25.0
 AO0257;SPC TXSC     -13,348,867.62  1,898,352.87   sFT  0.99998062   -0 06 25.0
 AO0257;UTM  14      - 3,147,449.363   478,627.209   MT  0.99960564   -0 06 14.4
 AO0257
 AO0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0257!SPC TXSC     -   0.99998199  x   0.99998062  =   0.99996261
 AO0257!UTM  14      -   0.99998199  x   0.99960564  =   0.99958764
 AO0257
 AO0257:                Primary Azimuth Mark                     Grid Az
 AO0257:SPC TXSC     -  COTULLA                                  221 44 14.5
 AO0257:UTM  14      -  COTULLA                                  221 44 03.9
 AO0257
 AO0257|---------------------------------------------------------------------|
 AO0257| PID    Reference Object                     Distance      Geod. Az  |
 AO0257|                                                           dddmmss.s |
 AO0257| AO0260 COTULLA                             APPROX. 2.7 KM 2213749.5 |
 AO0257| AO0256 X 1077                               77.971 METERS 33150     |
 AO0257| AO0690 TULLA                                12.935 METERS 35856     |
 AO0257|---------------------------------------------------------------------|
 AO0257
 AO0257                          SUPERSEDED SURVEY CONTROL
 AO0257
 AO0257  ELLIP H (10/24/00)  114.67   (m)                       GP(       ) 4 2
 AO0257  ELLIP H (06/13/96)  114.78   (m)                       GP(       ) 4 2
 AO0257  NAD 83(1993)-  28 27 12.25611(N)    099 13 05.86045(W) AD(       ) 1
 AO0257  ELLIP H (02/20/96)  114.81   (m)                       GP(       ) 1 1
 AO0257  NAD 83(1993)-  28 27 12.25871(N)    099 13 05.86201(W) AD(       ) 2
 AO0257  ELLIP H (02/16/96)  114.84   (m)                       GP(       ) 5 1
 AO0257  NAD 83(1986)-  28 27 12.25594(N)    099 13 05.83940(W) AD(       ) 2
 AO0257  NAD 27      -  28 27 11.29840(N)    099 13 04.73345(W) AD(       ) 2
 AO0257  NAVD 88 (06/13/96)  139.63   (m)          458.1    (f) LEVELING    3  
 AO0257  NGVD 29 (??/??/92)  139.396  (m)          457.33   (f) ADJ UNCH    1 2
 AO0257
 AO0257.Superseded values are not recommended for survey control.
 AO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0257.See file dsdata.txt to determine how the superseded data were derived.
 AO0257
 AO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7862747449(NAD 83)
 AO0257_MARKER: DB = BENCH MARK DISK
 AO0257_SETTING: 66 = SET IN ROCK OUTCROP
 AO0257_SP_SET: SANDSTONE OUTCROP
 AO0257_STAMPING: W 1077 1956
 AO0257_MARK LOGO: CGS   
 AO0257_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AO0257+STABILITY: POSITION/ELEVATION WELL
 AO0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0257+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1995
 AO0257
 AO0257  HISTORY     - Date     Condition        Report By
 AO0257  HISTORY     - 1956     MONUMENTED       CGS
 AO0257  HISTORY     - 1971     GOOD             NGS
 AO0257  HISTORY     - 1972     GOOD             NGS
 AO0257  HISTORY     - 1988     GOOD             USPSQD
 AO0257  HISTORY     - 19881202 GOOD             NGS
 AO0257  HISTORY     - 19890106 GOOD
 AO0257  HISTORY     - 19950413 GOOD             NGS
 AO0257  HISTORY     - 19970816 GOOD             USPSQD
 AO0257
 AO0257                          STATION DESCRIPTION
 AO0257
 AO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0257'1.6 MI NE FROM COTULLA.
 AO0257'1.1 MILES EAST ALONG FARM ROAD 97 FROM THE INTERNATIONAL AND GREAT
 AO0257'NORTHERN RAILROAD STATION AT COTULLA, THENCE 0.5 MILE NORTH ALONG A
 AO0257'GRAVELED ROAD, 33 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 31
 AO0257'FEET NORTHEAST OF THE NORTHEAST CORNER OF A STEEL BUILDING WHICH IS
 AO0257'THE CONTROL BUILDING OF THE BEACON LIGHT, 9.8 FEET NORTH OF THE
 AO0257'NORTHWEST LEG OF THE BEACON TOWER, FLUSH WITH THE GROUND, SET IN THE
 AO0257'TOP OF A RED SANDSTONE OUTCROP.
 AO0257
 AO0257                          STATION RECOVERY (1971)
 AO0257
 AO0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AO0257'RECOVERED IN GOOD CONDITION.
 AO0257
 AO0257                          STATION RECOVERY (1972)
 AO0257
 AO0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0257'THE STATION, BENCH MARK W 1077, IS A STANDARD BENCH MARK DISK,
 AO0257'STAMPED W 1077 1958, CEMENTED IN A DRILL HOLE IN BEDROCK, THAT IS
 AO0257'FLUSH WITH THE GROUND SURFACE.  IT IS 37.0 FEET EAST OF THE CENTER
 AO0257'OF A GRADED ROAD, 14.0 FEET NORTHWEST OF THE NORTHEAST LEG OF AN
 AO0257'AIRPORT BEACON TOWER AND 10.2 FEET NORTH OF THE NORTHWEST LEG OF
 AO0257'THE TOWER.
 AO0257'
 AO0257'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TULLA, THE
 AO0257'DISTANCE BEING 12.849 METERS (42.16 FEET) SOUTH OF STATION TULLA.
 AO0257'
 AO0257'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0257'HIGHWAY 97 IN COTULLA, GO NORTHEAST ON HIGHWAY 97 FOR 0.8 MILE TO
 AO0257'FARM ROAD 468.  CONTINUE NORTHEAST ON HIGHWAY 97 FOR 0.35 MILE TO A
 AO0257'GRADED SIDE ROAD ON THE LEFT (THE ENTRANCE TO THE COTULLA AIRPORT).
 AO0257'TURN LEFT AND GO NORTH ON THE GRADED ROAD FOR 0.55 MILE TO THE
 AO0257'STATION.
 AO0257
 AO0257                          STATION RECOVERY (1988)
 AO0257
 AO0257'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0257'RECOVERED IN GOOD CONDITION.
 AO0257
 AO0257                          STATION RECOVERY (1988)
 AO0257
 AO0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AO0257'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF COTULLA, 1.1
 AO0257'KM (0.70 MI) NORTH OF STATE HIGHWAY 97, AT THE COTULLA MUNICIPAL
 AO0257'AIRPORT.  OWNERSHIP--CITY OF COTULLA, 117 NORTH FRONT STREET, COTULLA,
 AO0257'TEXAS 78014.  THE AIRPORT MANAGER IS HIJINIO MARTINEZ, AND IS MANAGED
 AO0257'BY THE INDUSTRIAL DEVELOPMENT CORPORATION, TELEPHONE 512-879-2369.
 AO0257'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AO0257'U.S. HIGHWAY 81 SOUTH (EXIT 68) NEAR THE NORTH EDGE OF COTULLA, GO
 AO0257'SOUTH ON U.S. HIGHWAY 81 FOR 1.58 KM (1.00 MI) TO ITS JUNCTION WITH
 AO0257'STATE HIGHWAY 97.  TURN LEFT AND GO WEST ON STATE HIGHWAY 97 FOR 1.36
 AO0257'KM (0.85 MI) TO FARM ROAD 624 ON THE RIGHT.  CONTINUE AHEAD ON STATE
 AO0257'HIGHWAY 97 FOR 0.56 KM (0.35 MI) TO A DIRT ROAD ON THE LEFT.  TURN
 AO0257'LEFT AND GO NORTH ON THE DIRT ROAD FOR 1.0 KM (0.60 MI) TO A BEACON
 AO0257'TOWER AND THE MARK ON THE RIGHT.
 AO0257'THE MARK IS SET FLUSH IN A DRILL HOLE IN A 0.5 BY 1 METER EXPOSED
 AO0257'SECTION OF SANDSTONE LEDGE PROJECTING 2 CM ABOVE THE GROUND.  IT IS
 AO0257'12.4 M (40.7 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE
 AO0257'AROUND A TOWER, 9.1 M (29.9 FT) NORTH-NORTHEAST OF THE NORTHWEST
 AO0257'CORNER OF A METAL BUILDING, 5.7 M (18.7 FT) EAST OF THE EAST EDGE OF
 AO0257'THE DIRT ROAD, AND 3.0 M (9.8 FT) NORTH OF THE NORTHWEST LEG OF THE
 AO0257'BEACON TOWER.
 AO0257'DESCRIBED BY V.L. FERNANDES.
 AO0257
 AO0257                          STATION RECOVERY (1989)
 AO0257
 AO0257'RECOVERED 1989
 AO0257'RECOVERED IN GOOD CONDITION.
 AO0257
 AO0257                          STATION RECOVERY (1995)
 AO0257
 AO0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AO0257'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF COTULLA, ON
 AO0257'THE COTULLA-LA SALLE COUNTY AIRPORT, NEAR THE BEACON TOWER.
 AO0257'OWNERSHIP--CITY OF COTULLA/LA SALLE COUNTY, 117 NORTH FRONT STREET,
 AO0257'COTULLA TX 78014.  THE MANAGER IS E T PAGE III, PHONE 210 879 3858. TO
 AO0257'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AO0257'BUSINESS 35 (EXIT 68) NEAR THE NORTH EDGE OF COTULLA, GO SOUTH ON
 AO0257'HIGHWAY 81 1.58 KM (1.00 MI) TO ITS JUNCTION WITH STATE HIGHWAY 97.
 AO0257'TURN LEFT,EAST, GO 1.9 KM (1.20 MI) TO THE AIRPORT ROAD ON THE LEFT,
 AO0257'NORTH, GO 0.9 KM (0.55 MI) TO THE AIRPORT BEACON AND THE STATIION ON
 AO0257'THE RIGHT.  THE STATION IS IN A 2X4-FOOT AREA OF OUTCROPING BEDROCK
 AO0257'PROJECTING 2 CM ABOVE THE GROUND SURFACE, 12.4 M (40.7 FT) SOUTH OF
 AO0257'THE SOUTHWEST CORNER OF A FENCE SURROUNDING A WEATHER TOWER, 9.8 M
 AO0257'(32.2 FT) EAST OF THE CENTER OF THE ROAD, 3.0 M (9.8 FT) NORTH OF THE
 AO0257'NORTHWEST LEG OF THE BEACON TOWER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 AO0257'OF THE ROAD.  BY DEB
 AO0257
 AO0257                          STATION RECOVERY (1997)
 AO0257
 AO0257'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0289 ***********************************************************************
 AO0289  DESIGNATION -  W 1078
 AO0289  PID         -  AO0289
 AO0289  STATE/COUNTY-  TX/LA SALLE
 AO0289  USGS QUAD   -  ATLEE (1982)
 AO0289
 AO0289                         *CURRENT SURVEY CONTROL
 AO0289  ___________________________________________________________________
 AO0289* NAD 83(1986)-  28 08 57.     (N)    099 19 31.     (W)     SCALED    
 AO0289* NAVD 88     -       166.733  (meters)     547.02   (feet)  ADJUSTED  
 AO0289  ___________________________________________________________________
 AO0289  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AO0289  DYNAMIC HT  -         166.478 (meters)     546.19  (feet)  COMP
 AO0289  MODELED GRAV-     979,113.2   (mgal)                       NAVD 88
 AO0289
 AO0289  VERT ORDER  -  FIRST     CLASS II
 AO0289
 AO0289.The horizontal coordinates were scaled from a topographic map and have
 AO0289.an estimated accuracy of +/- 6 seconds.
 AO0289
 AO0289.The orthometric height was determined by differential leveling
 AO0289.and adjusted by the National Geodetic Survey in June 1991..
 AO0289
 AO0289.The geoid height was determined by GEOID03.
 AO0289
 AO0289.The dynamic height is computed by dividing the NAVD 88
 AO0289.geopotential number by the normal gravity value computed on the
 AO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0289.degrees latitude (g = 980.6199 gals.).
 AO0289
 AO0289.The modeled gravity was interpolated from observed gravity values.
 AO0289
 AO0289;                    North         East    Units  Estimated Accuracy
 AO0289;SPC TXSC     - 4,035,050.      568,050.      MT  (+/- 180 meters Scaled)
 AO0289
 AO0289                          SUPERSEDED SURVEY CONTROL
 AO0289
 AO0289  NGVD 29 (??/??/92)  166.612  (m)          546.63   (f) ADJ UNCH    1 2
 AO0289
 AO0289.Superseded values are not recommended for survey control.
 AO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0289.See file dsdata.txt to determine how the superseded data were derived.
 AO0289
 AO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS680137(NAD 83)
 AO0289_MARKER: DB = BENCH MARK DISK
 AO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0289_STAMPING: W 1078 1956
 AO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0289+STABILITY: SURFACE MOTION
 AO0289
 AO0289  HISTORY     - Date     Condition        Report By
 AO0289  HISTORY     - 1956     MONUMENTED       CGS
 AO0289  HISTORY     - 1958     GOOD             NGS
 AO0289
 AO0289                          STATION DESCRIPTION
 AO0289
 AO0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0289'7.7 MI N FROM ENCINAL.
 AO0289'7.7 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0289'FROM THE STATION AT ENCINAL, 71 FEET WEST OF THE CENTER LINE OF U.S.
 AO0289'HIGHWAY 81, 37 FEET EAST OF THE EAST RAIL, 15 FEET NORTH OF MILEPOST
 AO0289'366, IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET SOUTH OF A WITNESS
 AO0289'POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 AO0289'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0289
 AO0289                          STATION RECOVERY (1958)
 AO0289
 AO0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0717 ***********************************************************************
 AJ0717  DESIGNATION -  W 1079
 AJ0717  PID         -  AJ0717
 AJ0717  STATE/COUNTY-  TX/WEBB
 AJ0717  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0717
 AJ0717                         *CURRENT SURVEY CONTROL
 AJ0717  ___________________________________________________________________
 AJ0717* NAD 83(1986)-  27 49 30.     (N)    099 24 44.     (W)     SCALED    
 AJ0717* NAVD 88     -       193.955  (meters)     636.33   (feet)  ADJUSTED  
 AJ0717  ___________________________________________________________________
 AJ0717  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AJ0717  DYNAMIC HT  -         193.652 (meters)     635.34  (feet)  COMP
 AJ0717  MODELED GRAV-     979,078.7   (mgal)                       NAVD 88
 AJ0717
 AJ0717  VERT ORDER  -  FIRST     CLASS II
 AJ0717
 AJ0717.The horizontal coordinates were scaled from a topographic map and have
 AJ0717.an estimated accuracy of +/- 6 seconds.
 AJ0717
 AJ0717.The orthometric height was determined by differential leveling
 AJ0717.and adjusted by the National Geodetic Survey in June 1991..
 AJ0717.WARNING-Repeat measurements at this control monument indicate possible
 AJ0717.vertical movement.
 AJ0717
 AJ0717.The geoid height was determined by GEOID03.
 AJ0717
 AJ0717.The dynamic height is computed by dividing the NAVD 88
 AJ0717.geopotential number by the normal gravity value computed on the
 AJ0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0717.degrees latitude (g = 980.6199 gals.).
 AJ0717
 AJ0717.The modeled gravity was interpolated from observed gravity values.
 AJ0717
 AJ0717;                    North         East    Units  Estimated Accuracy
 AJ0717;SPC TX S     - 5,239,460.      210,130.      MT  (+/- 180 meters Scaled)
 AJ0717
 AJ0717                          SUPERSEDED SURVEY CONTROL
 AJ0717
 AJ0717  NGVD 29 (??/??/92)  193.839  (m)          635.95   (f) ADJ UNCH    1 2
 AJ0717
 AJ0717.Superseded values are not recommended for survey control.
 AJ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0717.See file dsdata.txt to determine how the superseded data were derived.
 AJ0717
 AJ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR594778(NAD 83)
 AJ0717_MARKER: DB = BENCH MARK DISK
 AJ0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0717_STAMPING: W 1079 1957
 AJ0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0717+STABILITY: SURFACE MOTION
 AJ0717
 AJ0717  HISTORY     - Date     Condition        Report By
 AJ0717  HISTORY     - 1957     MONUMENTED       CGS
 AJ0717  HISTORY     - 1977     MARK NOT FOUND   USGS
 AJ0717  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0717
 AJ0717                          STATION DESCRIPTION
 AJ0717
 AJ0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0717'2.4 MI N FROM WEBB.
 AJ0717'2.4 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0717'FROM THE SECTION FOREMANS HOUSE AT WEBB, AT THE NORTH END OF A CUT, 48
 AJ0717'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 36.7 FEET EAST OF THE
 AJ0717'EAST RAIL, 82.6 FEET NORTH OF MILEPOST 389, IN LINE WITH A ROW OF
 AJ0717'TELEPHONE POLES, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AJ0717'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AJ0717
 AJ0717                          STATION RECOVERY (1977)
 AJ0717
 AJ0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 AJ0717'MARK NOT FOUND.
 AJ0717
 AJ0717                          STATION RECOVERY (2002)
 AJ0717
 AJ0717'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0035 ***********************************************************************
 BP0035  DESIGNATION -  W 108
 BP0035  PID         -  BP0035
 BP0035  STATE/COUNTY-  TX/TERRELL
 BP0035  USGS QUAD   -  SANDERSON (1969)
 BP0035
 BP0035                         *CURRENT SURVEY CONTROL
 BP0035  ___________________________________________________________________
 BP0035* NAD 83(1986)-  30 08 36.     (N)    102 23 42.     (W)     SCALED    
 BP0035* NAVD 88     -       851.300  (meters)    2792.97   (feet)  ADJUSTED  
 BP0035  ___________________________________________________________________
 BP0035  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BP0035  DYNAMIC HT  -         849.991 (meters)    2788.68  (feet)  COMP
 BP0035  MODELED GRAV-     979,075.1   (mgal)                       NAVD 88
 BP0035
 BP0035  VERT ORDER  -  FIRST     CLASS II
 BP0035
 BP0035.The horizontal coordinates were scaled from a topographic map and have
 BP0035.an estimated accuracy of +/- 6 seconds.
 BP0035
 BP0035.The orthometric height was determined by differential leveling
 BP0035.and adjusted by the National Geodetic Survey in June 1991..
 BP0035
 BP0035.The geoid height was determined by GEOID03.
 BP0035
 BP0035.The dynamic height is computed by dividing the NAVD 88
 BP0035.geopotential number by the normal gravity value computed on the
 BP0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0035.degrees latitude (g = 980.6199 gals.).
 BP0035
 BP0035.The modeled gravity was interpolated from observed gravity values.
 BP0035
 BP0035;                    North         East    Units  Estimated Accuracy
 BP0035;SPC TXSC     - 4,260,760.      272,960.      MT  (+/- 180 meters Scaled)
 BP0035
 BP0035                          SUPERSEDED SURVEY CONTROL
 BP0035
 BP0035  NGVD 29 (??/??/92)  851.030  (m)         2792.09   (f) ADJ UNCH    1 2
 BP0035
 BP0035.Superseded values are not recommended for survey control.
 BP0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0035.See file dsdata.txt to determine how the superseded data were derived.
 BP0035
 BP0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP509375(NAD 83)
 BP0035_MARKER: DB = BENCH MARK DISK
 BP0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0035_SP_SET: STEP
 BP0035_STAMPING: W 108 1933 2792.153
 BP0035_MARK LOGO: CGS   
 BP0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0035
 BP0035  HISTORY     - Date     Condition        Report By
 BP0035  HISTORY     - 1933     MONUMENTED       CGS
 BP0035  HISTORY     - 1958     GOOD             NGS
 BP0035  HISTORY     - 1981     GOOD             NGS
 BP0035
 BP0035                          STATION DESCRIPTION
 BP0035
 BP0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0035'0.4 MI NE FROM SANDERSON.
 BP0035'ABOUT 0.1 MILE EAST ALONG DOWNIE STREET FROM THE TEXAS AND NEW ORLEANS
 BP0035'RAILROAD STATION AT SANDERSON, THENCE 0.3 MILE NORTH ALONG 1ST STREET,
 BP0035'IN THE TOP OF THE EAST END OF THE BOTTOM CONCRETE STEP AT THE SOUTH
 BP0035'ENTRANCE TO THE COUNTY COURTHOUSE, 177 FEET NORTH OF THE CENTER LINE
 BP0035'OF HACKBERRY STREET, AND 11 FEET SOUTH OF THE SOUTH FACE OF THE
 BP0035'BUILDING.
 BP0035
 BP0035                          STATION RECOVERY (1981)
 BP0035
 BP0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0035'IN SANDERSON, AT THE INTERSECTION OF 1 ST AND HACKBERRY STREETS, IN
 BP0035'TOP OF THE EAST END OF THE BOTTOM STEP OF THE SOUTH ENTRANCE OF THE
 BP0035'COURTHOUSE, 53.9 METERS (176.8 FT) NORTH OF THE CENTER OF
 BP0035'HACKBERRY STREET AND 3.4 METERS (11.2 FT) SOUTH OF THE SOUTH FACE OF
 BP0035'THE BUILDING.
 BP0035'THE MARK IS 0.1 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1068 ***********************************************************************
 AE1068  DESIGNATION -  W 1080
 AE1068  PID         -  AE1068
 AE1068  STATE/COUNTY-  TX/ZAPATA
 AE1068  USGS QUAD   -  ZAPATA (1979)
 AE1068
 AE1068                         *CURRENT SURVEY CONTROL
 AE1068  ___________________________________________________________________
 AE1068* NAD 83(1986)-  26 54 25.     (N)    099 18 52.     (W)     SCALED    
 AE1068* NAVD 88     -        88.716  (meters)     291.06   (feet)  POSTED    
 AE1068  ___________________________________________________________________
 AE1068  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AE1068  DYNAMIC HT  -          88.570 (meters)     290.58  (feet)  COMP
 AE1068  MODELED GRAV-     979,034.7   (mgal)                       NAVD 88
 AE1068
 AE1068  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE1068
 AE1068.The horizontal coordinates were scaled from a topographic map and have
 AE1068.an estimated accuracy of +/- 6 seconds.
 AE1068
 AE1068.The orthometric height was determined by differential leveling
 AE1068.and adjusted by the National Geodetic Survey in 1992..
 AE1068.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE1068.rate of 1.1 thru 2.0 mm/km.
 AE1068
 AE1068.The geoid height was determined by GEOID03.
 AE1068
 AE1068.The dynamic height is computed by dividing the NAVD 88
 AE1068.geopotential number by the normal gravity value computed on the
 AE1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1068.degrees latitude (g = 980.6199 gals.).
 AE1068
 AE1068.The modeled gravity was interpolated from observed gravity values.
 AE1068
 AE1068;                    North         East    Units  Estimated Accuracy
 AE1068;SPC TX S     - 5,137,670.      219,110.      MT  (+/- 180 meters Scaled)
 AE1068
 AE1068                          SUPERSEDED SURVEY CONTROL
 AE1068
 AE1068  NGVD 29 (??/??/92)   88.772  (m)          291.25   (f) ADJ UNCH    1 2
 AE1068
 AE1068.Superseded values are not recommended for survey control.
 AE1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1068.See file dsdata.txt to determine how the superseded data were derived.
 AE1068
 AE1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ687761(NAD 83)
 AE1068_MARKER: DB = BENCH MARK DISK
 AE1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1068_SP_SET: CULVERT
 AE1068_STAMPING: W 1080 1956
 AE1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1068
 AE1068  HISTORY     - Date     Condition        Report By
 AE1068  HISTORY     - 1956     MONUMENTED       CGS
 AE1068  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1068
 AE1068                          STATION DESCRIPTION
 AE1068
 AE1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1068'5.5 MI W FROM ZAPATA.
 AE1068'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1068'ZAPATA, THENCE 2.1 MILES NORTH ALONG OLD U.S. HIGHWAY 83, 29 FEET WEST
 AE1068'OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE SOUTH END
 AE1068'OF THE WEST HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT.
 AE1068
 AE1068                          STATION RECOVERY (1981)
 AE1068
 AE1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1068'NOT RECOVERED, PRESUMED UNDER WATER DUE TO RESERVOIR, OLD HIGHWAY 83
 AE1068'IS UNDER WATER, NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1047 ***********************************************************************
 AJ1047  DESIGNATION -  W 1082
 AJ1047  PID         -  AJ1047
 AJ1047  STATE/COUNTY-  TX/WEBB
 AJ1047  USGS QUAD   -  LAREDO WEST (1980)
 AJ1047
 AJ1047                         *CURRENT SURVEY CONTROL
 AJ1047  ___________________________________________________________________
 AJ1047* NAD 83(1986)-  27 32 09.     (N)    099 30 50.     (W)     SCALED    
 AJ1047* NAVD 88     -       128.327  (meters)     421.02   (feet)  ADJUSTED  
 AJ1047  ___________________________________________________________________
 AJ1047  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AJ1047  DYNAMIC HT  -         128.125 (meters)     420.36  (feet)  COMP
 AJ1047  MODELED GRAV-     979,068.0   (mgal)                       NAVD 88
 AJ1047
 AJ1047  VERT ORDER  -  FIRST     CLASS II
 AJ1047
 AJ1047.The horizontal coordinates were scaled from a topographic map and have
 AJ1047.an estimated accuracy of +/- 6 seconds.
 AJ1047
 AJ1047.The orthometric height was determined by differential leveling
 AJ1047.and adjusted by the National Geodetic Survey in June 1991..
 AJ1047
 AJ1047.The geoid height was determined by GEOID03.
 AJ1047
 AJ1047.The dynamic height is computed by dividing the NAVD 88
 AJ1047.geopotential number by the normal gravity value computed on the
 AJ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1047.degrees latitude (g = 980.6199 gals.).
 AJ1047
 AJ1047.The modeled gravity was interpolated from observed gravity values.
 AJ1047
 AJ1047;                    North         East    Units  Estimated Accuracy
 AJ1047;SPC TX S     - 5,207,490.      199,860.      MT  (+/- 180 meters Scaled)
 AJ1047
 AJ1047                          SUPERSEDED SURVEY CONTROL
 AJ1047
 AJ1047  NGVD 29 (??/??/92)  128.352  (m)          421.10   (f) ADJ UNCH    1 2
 AJ1047
 AJ1047.Superseded values are not recommended for survey control.
 AJ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1047.See file dsdata.txt to determine how the superseded data were derived.
 AJ1047
 AJ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR492458(NAD 83)
 AJ1047_MARKER: DB = BENCH MARK DISK
 AJ1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1047_STAMPING: W 1082 1957
 AJ1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1047+STABILITY: SURFACE MOTION
 AJ1047
 AJ1047  HISTORY     - Date     Condition        Report By
 AJ1047  HISTORY     - 1957     MONUMENTED       CGS
 AJ1047  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ1047  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ1047
 AJ1047                          STATION DESCRIPTION
 AJ1047
 AJ1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ1047'2.1 MI N FROM LAREDO.
 AJ1047'2.1 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1047'FROM THE STATION AT LAREDO, 142 FEET NORTH OF THE CENTER OF A ROAD
 AJ1047'CROSSING, 73 FEET WEST OF MILEPOST 410, 33 FEET WEST OF THE WEST RAIL,
 AJ1047'6 FEET NORTH OF A TELEPHONE POLE, 2.2 FEET SOUTH OF A WITNESS POST,
 AJ1047'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AJ1047'GROUND.
 AJ1047
 AJ1047                          STATION RECOVERY (1981)
 AJ1047
 AJ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1047'NOT RECOVERED, A CONCRETE POST WAS FOUND IN GROUND WITH TOP BROKEN
 AJ1047'OFF.
 AJ1047
 AJ1047                          STATION RECOVERY (2002)
 AJ1047
 AJ1047'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0741 ***********************************************************************
 AJ0741  DESIGNATION -  W 1083
 AJ0741  PID         -  AJ0741
 AJ0741  STATE/COUNTY-  TX/WEBB
 AJ0741  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0741
 AJ0741                         *CURRENT SURVEY CONTROL
 AJ0741  ___________________________________________________________________
 AJ0741* NAD 83(1986)-  27 47 42.     (N)    099 25 58.     (W)     SCALED    
 AJ0741* NAVD 88     -       199.803  (meters)     655.52   (feet)  POSTED    
 AJ0741  ___________________________________________________________________
 AJ0741  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AJ0741  DYNAMIC HT  -         199.490 (meters)     654.49  (feet)  COMP
 AJ0741  MODELED GRAV-     979,075.8   (mgal)                       NAVD 88
 AJ0741
 AJ0741  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AJ0741
 AJ0741.The horizontal coordinates were scaled from a topographic map and have
 AJ0741.an estimated accuracy of +/- 6 seconds.
 AJ0741
 AJ0741.The orthometric height was determined by differential leveling
 AJ0741.and adjusted by the National Geodetic Survey in 1992..
 AJ0741.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AJ0741.rate greater than 8.0 mm/km.
 AJ0741
 AJ0741.The geoid height was determined by GEOID03.
 AJ0741
 AJ0741.The dynamic height is computed by dividing the NAVD 88
 AJ0741.geopotential number by the normal gravity value computed on the
 AJ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0741.degrees latitude (g = 980.6199 gals.).
 AJ0741
 AJ0741.The modeled gravity was interpolated from observed gravity values.
 AJ0741
 AJ0741;                    North         East    Units  Estimated Accuracy
 AJ0741;SPC TX S     - 5,236,150.      208,080.      MT  (+/- 180 meters Scaled)
 AJ0741
 AJ0741                          SUPERSEDED SURVEY CONTROL
 AJ0741
 AJ0741  NGVD 29 (??/??/92)  199.707  (m)          655.21   (f) ADJ UNCH    1 2
 AJ0741
 AJ0741.Superseded values are not recommended for survey control.
 AJ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0741.See file dsdata.txt to determine how the superseded data were derived.
 AJ0741
 AJ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR573745(NAD 83)
 AJ0741_MARKER: DB = BENCH MARK DISK
 AJ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0741_STAMPING: W 1083 1957
 AJ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0741+STABILITY: SURFACE MOTION
 AJ0741
 AJ0741  HISTORY     - Date     Condition        Report By
 AJ0741  HISTORY     - 1957     MONUMENTED       CGS
 AJ0741  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0741  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0741
 AJ0741                          STATION DESCRIPTION
 AJ0741
 AJ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0741'1.0 MI NW FROM WEBB.
 AJ0741'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0741'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 0.7 MILE WEST ALONG A
 AJ0741'GRADED DIRT ROAD, 82 FEET WEST OF A GATE, 82 FEET WEST OF A FENCE, 2
 AJ0741'FEET NORTH OF A FENCE, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2
 AJ0741'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AJ0741'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AJ0741
 AJ0741                          STATION RECOVERY (1982)
 AJ0741
 AJ0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0741'MARK NOT RECOVERED, PROBABLY GRADED OUT BY ROAD CONSTRUCTION.
 AJ0741
 AJ0741                          STATION RECOVERY (2002)
 AJ0741
 AJ0741'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0874 ***********************************************************************
 AY0874  DESIGNATION -  W 1084
 AY0874  PID         -  AY0874
 AY0874  STATE/COUNTY-  TX/MEDINA
 AY0874  USGS QUAD   -  CASTROVILLE (1982)
 AY0874
 AY0874                         *CURRENT SURVEY CONTROL
 AY0874  ___________________________________________________________________
 AY0874* NAD 83(1986)-  29 16 08.     (N)    098 52 35.     (W)     SCALED    
 AY0874* NAVD 88     -       249.498  (meters)     818.56   (feet)  ADJUSTED  
 AY0874  ___________________________________________________________________
 AY0874  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AY0874  DYNAMIC HT  -         249.140 (meters)     817.39  (feet)  COMP
 AY0874  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 AY0874
 AY0874  VERT ORDER  -  FIRST     CLASS II
 AY0874
 AY0874.The horizontal coordinates were scaled from a topographic map and have
 AY0874.an estimated accuracy of +/- 6 seconds.
 AY0874
 AY0874.The orthometric height was determined by differential leveling
 AY0874.and adjusted by the National Geodetic Survey in June 1991..
 AY0874
 AY0874.The geoid height was determined by GEOID03.
 AY0874
 AY0874.The dynamic height is computed by dividing the NAVD 88
 AY0874.geopotential number by the normal gravity value computed on the
 AY0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0874.degrees latitude (g = 980.6199 gals.).
 AY0874
 AY0874.The modeled gravity was interpolated from observed gravity values.
 AY0874
 AY0874;                    North         East    Units  Estimated Accuracy
 AY0874;SPC TXSC     - 4,159,100.      612,010.      MT  (+/- 180 meters Scaled)
 AY0874
 AY0874                          SUPERSEDED SURVEY CONTROL
 AY0874
 AY0874  NGVD 29 (??/??/92)  249.372  (m)          818.15   (f) ADJ UNCH    1 2
 AY0874
 AY0874.Superseded values are not recommended for survey control.
 AY0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0874.See file dsdata.txt to determine how the superseded data were derived.
 AY0874
 AY0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT120377(NAD 83)
 AY0874_MARKER: DB = BENCH MARK DISK
 AY0874_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0874_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0874_STAMPING: W 1084 1957
 AY0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0874
 AY0874  HISTORY     - Date     Condition        Report By
 AY0874  HISTORY     - 1957     MONUMENTED       CGS
 AY0874  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0874  HISTORY     - 19970210 GOOD             USPSQD
 AY0874  HISTORY     - 20020218 GOOD             USPSQD
 AY0874  HISTORY     - 20050521 GOOD             USPSQD
 AY0874
 AY0874                          STATION DESCRIPTION
 AY0874
 AY0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0874'4.8 MI SW FROM LACOSTE.
 AY0874'4.8 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0874'STATION AT LACOSTE, 37 FEET SOUTH OF THE SOUTH RAIL, 38 FEET NORTH OF
 AY0874'THE CENTER LINE OF A DIRT ROAD, 6.5 FEET SOUTHEAST OF MILEPOST 239, 2
 AY0874'FEET NORTH OF A WITNESS POST, CLAMPED ON THE TOP OF A 5/8 INCH COPPER
 AY0874'COATED STEEL ROD WHICH IS DRIVEN 20 FEET IN THE GROUND, INCASED IN A 6
 AY0874'INCH TILE PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY0874
 AY0874                          STATION RECOVERY (1989)
 AY0874
 AY0874'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY0874'MARK NOT FOUND.
 AY0874
 AY0874                          STATION RECOVERY (1997)
 AY0874
 AY0874'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0874'RECOVERED IN GOOD CONDITION.
 AY0874
 AY0874                          STATION RECOVERY (2002)
 AY0874
 AY0874'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0874'RECOVERED IN GOOD CONDITION.
 AY0874
 AY0874                          STATION RECOVERY (2005)
 AY0874
 AY0874'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0012 ***********************************************************************
 AP0012  DESIGNATION -  W 1086 RESET
 AP0012  PID         -  AP0012
 AP0012  STATE/COUNTY-  TX/DIMMIT
 AP0012  USGS QUAD   -  COMETA (1974)
 AP0012
 AP0012                         *CURRENT SURVEY CONTROL
 AP0012  ___________________________________________________________________
 AP0012* NAD 83(1993)-  28 37 33.63839(N)    100 05 51.41745(W)     ADJUSTED  
 AP0012* NAVD 88     -       230.717  (meters)     756.94   (feet)  ADJUSTED  
 AP0012  ___________________________________________________________________
 AP0012  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AP0012  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AP0012  DYNAMIC HT  -         230.374 (meters)     755.82  (feet)  COMP
 AP0012  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 AP0012
 AP0012  HORZ ORDER  -  SECOND
 AP0012  VERT ORDER  -  FIRST     CLASS II
 AP0012
 AP0012.The horizontal coordinates were established by classical geodetic methods
 AP0012.and adjusted by the National Geodetic Survey in February 1996..
 AP0012
 AP0012.The orthometric height was determined by differential leveling
 AP0012.and adjusted by the National Geodetic Survey in June 1991..
 AP0012
 AP0012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0012
 AP0012.The geoid height was determined by GEOID03.
 AP0012
 AP0012.The dynamic height is computed by dividing the NAVD 88
 AP0012.geopotential number by the normal gravity value computed on the
 AP0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0012.degrees latitude (g = 980.6199 gals.).
 AP0012
 AP0012.The modeled gravity was interpolated from observed gravity values.
 AP0012
 AP0012;                    North         East     Units Scale Factor Converg.
 AP0012;SPC TXSC     - 4,088,355.534   492,674.901   MT  0.99993919   -0 32 15.8
 AP0012;SPC TXSC     -13,413,213.11  1,616,384.24   sFT  0.99993919   -0 32 15.8
 AP0012;UTM  14      - 3,167,044.360   392,706.157   MT  0.99974207   -0 31 33.3
 AP0012
 AP0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0012!SPC TXSC     -   0.99996740  x   0.99993919  =   0.99990659
 AP0012!UTM  14      -   0.99996740  x   0.99974207  =   0.99970948
 AP0012
 AP0012                          SUPERSEDED SURVEY CONTROL
 AP0012
 AP0012  NAD 83(1986)-  28 37 33.63462(N)    100 05 51.39536(W) AD(       ) 2
 AP0012  NAD 27      -  28 37 32.70390(N)    100 05 50.16877(W) AD(       ) 2
 AP0012  NGVD 29 (??/??/??)  230.57   (m)          756.5    (f) RESET       3  
 AP0012
 AP0012.Superseded values are not recommended for survey control.
 AP0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0012.See file dsdata.txt to determine how the superseded data were derived.
 AP0012
 AP0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS9270667044(NAD 83)
 AP0012_MARKER: DB = BENCH MARK DISK
 AP0012_SETTING: 0 = UNSPECIFIED SETTING
 AP0012_STAMPING: W 1086 RESET 1964
 AP0012_MARK LOGO: CGS   
 AP0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0012
 AP0012  HISTORY     - Date     Condition        Report By
 AP0012  HISTORY     - 1964     MONUMENTED       CGS
 AP0012  HISTORY     - 1972     GOOD             NGS
 AP0012  HISTORY     - 1972     GOOD             NGS
 AP0012  HISTORY     - 1982     GOOD             NGS
 AP0012
 AP0012                          STATION DESCRIPTION
 AP0012
 AP0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AP0012'15.5 MI NW FROM CARRIZO SPRINGS.
 AP0012'TO REACH THE BENCH MARK FROM THE JUNCTION OF U. S. HIGHWAY 277 AND
 AP0012'FARM ROAD 191, ABOUT 8 MILES NORTHWEST OF CARRIZO SPRINGS, GO WEST ON
 AP0012'U. S. HIGHWAY 277 FOR 2.9 MILES TO FARM ROAD 393 ON THE RIGHT,
 AP0012'CONTINUE WEST ON U. S. HIGHWAY 277 FOR 6.65 MILES TO THE MARK ON THE
 AP0012'LEFT.  IT IS 91.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 44.4 FEET
 AP0012'WEST OF THE CENTER OF A GATE, 2.2 FEET EAST OF A WITNESS POST, 1 FOOT
 AP0012'SOUTH OF A FENCE AND PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 AP0012'NOTE-- THIS MARK SERVES AS A REFERENCE MARK FOR TRIANGULATION STATION
 AP0012'CANTINA.
 AP0012
 AP0012                          STATION RECOVERY (1972)
 AP0012
 AP0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0012'THE STATION IS ABOUT 7 MILES NORTH AND 14 MILES WEST OF CARRIZO
 AP0012'SPRINGS, 4 MILES SOUTH AND 16 MILES WEST OF CRYSTAL CITY, 1-1/2
 AP0012'MILES SOUTH OF THE ZAVALA-DIMMIT COUNTY LINE, 1 MILE EAST OF THE
 AP0012'MAVERICK-DIMMIT COUNTY LINE AND ON THE SOUTH RIGHT-OF-WAY OF
 AP0012'U.S.  HIGHWAY 277.
 AP0012'
 AP0012'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AP0012'ROAD 191, ABOUT 8 MILES NORTHWEST OF CARRIZO SPRINGS, GO WEST ON
 AP0012'U.S.  HIGHWAY 277 FOR 2.9 MILES TO FARM ROAD 393 ON THE RIGHT,
 AP0012'CONTINUE WEST ON U.S. HIGHWAY 277 FOR 5.65 MILES TO THE BENCH MARK V
 AP0012'1086 RESET ON THE RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 1.0 MILE
 AP0012'TO THE TOP OF A RIDGE AND THE STATION.
 AP0012'
 AP0012'BENCH MARK W 1086 RESET IS A STANDARD DISK, STAMPED W 1086 RESET
 AP0012'1964, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 AP0012'PROJECTS 3 INCHES.  IT IS 91.0 FEET SOUTH OF THE CENTER OF THE
 AP0012'HIGHWAY, 44.4 FEET WEST OF THE CENTER OF THE GATE, 2.2 FEET EAST
 AP0012'OF A WITNESS POST, 1 FOOT SOUTH OF FENCE.
 AP0012
 AP0012                          STATION RECOVERY (1982)
 AP0012
 AP0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0012'ONE BLOCK ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO SPRINGS
 AP0012'THENCE 29.5 KM (18.3 MI) NORTHWEST ALONG U.S. HIGHWAY 277 AT A PRIVATE
 AP0012'ROAD LEADING SOUTHWEST TO THE FARIAS RANCE CANTINA PASTURE,
 AP0012'27.7 METERS (91.0 FT) SOUTH OF CENTERLINE OF THE HIGHWAY, 13.5 METERS
 AP0012'(44.4 FT) WEST OF THE CENTER OF A GATE, 0.3 METER (1.0 FT) SOUTH OF A
 AP0012'FENCE, 38.4 METERS (126.0 FT) WEST SOUTHWEST OF CANTINA RM 1
 AP0012'1972, AND 26.0 METERS (85.5 FT) SOUTHWEST OF CANTINA TRIANGULATION
 AP0012'STATION.
 AP0012'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 AP0012'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0032 ***********************************************************************
 AP0032  DESIGNATION -  W 1087 RESET 1961
 AP0032  PID         -  AP0032
 AP0032  STATE/COUNTY-  TX/MAVERICK
 AP0032  USGS QUAD   -  SACATOSA TANK (1974)
 AP0032
 AP0032                         *CURRENT SURVEY CONTROL
 AP0032  ___________________________________________________________________
 AP0032* NAD 83(1986)-  28 38 42.     (N)    100 11 14.     (W)     SCALED    
 AP0032* NAVD 88     -       231.411  (meters)     759.22   (feet)  ADJUSTED  
 AP0032  ___________________________________________________________________
 AP0032  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AP0032  DYNAMIC HT  -         231.066 (meters)     758.09  (feet)  COMP
 AP0032  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 AP0032
 AP0032  VERT ORDER  -  FIRST     CLASS II
 AP0032
 AP0032.The horizontal coordinates were scaled from a topographic map and have
 AP0032.an estimated accuracy of +/- 6 seconds.
 AP0032
 AP0032.The orthometric height was determined by differential leveling
 AP0032.and adjusted by the National Geodetic Survey in June 1991..
 AP0032
 AP0032.The geoid height was determined by GEOID03.
 AP0032
 AP0032.The dynamic height is computed by dividing the NAVD 88
 AP0032.geopotential number by the normal gravity value computed on the
 AP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0032.degrees latitude (g = 980.6199 gals.).
 AP0032
 AP0032.The modeled gravity was interpolated from observed gravity values.
 AP0032
 AP0032;                    North         East    Units  Estimated Accuracy
 AP0032;SPC TXSC     - 4,090,550.      483,940.      MT  (+/- 180 meters Scaled)
 AP0032
 AP0032                          SUPERSEDED SURVEY CONTROL
 AP0032
 AP0032  NGVD 29 (??/??/??)  231.26   (m)          758.7    (f) RESET       3  
 AP0032
 AP0032.Superseded values are not recommended for survey control.
 AP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0032.See file dsdata.txt to determine how the superseded data were derived.
 AP0032
 AP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS839692(NAD 83)
 AP0032_MARKER: DB = BENCH MARK DISK
 AP0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0032_STAMPING: W 1087 RESET 1961
 AP0032_MARK LOGO: CGS   
 AP0032_PROJECTION: FLUSH
 AP0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0032+STABILITY: SURFACE MOTION
 AP0032
 AP0032  HISTORY     - Date     Condition        Report By
 AP0032  HISTORY     - 1961     MONUMENTED       CGS
 AP0032  HISTORY     - 1982     GOOD             NGS
 AP0032
 AP0032                          STATION DESCRIPTION
 AP0032
 AP0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0032'19.7 MI E FROM EAGLE PASS.
 AP0032'ABOUT 19.7 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE RAILROAD
 AP0032'CROSSING N EAGLE PASS, UNDER THE SOUTH RIGHT-OF-WAY FENCE LINE AND 2
 AP0032'FEET WEST OF A 4 X 4 WITNESS POST, 20 FEET EAST OF A TELEPHONE POLE
 AP0032'AND ACROSS THE HIGHWAY SOUTH, SOUTHEAST FROM A PIPE YARD AND OIL
 AP0032'TANKS.  A STANDARD DISK STAMPED W 1087 RESET 1961 IN A CONCRETE POST
 AP0032'WHICH PROJECTS ABOUT 4 INCHES.
 AP0032
 AP0032                          STATION RECOVERY (1982)
 AP0032
 AP0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0032'32.2 KM (20.0 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0032'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0032'STREET AND MADISON, UNDER THE SOUTH RIGHT OF WAY FENCE, AT TEXAS
 AP0032'HIGHWAY DEPARTMENT BASE LINE STATION 1042, AND ACROSS THE HIGHWAY FROM
 AP0032'AN OIL TANK, 22.8 METERS (75.0 FT) SOUTH OF THE CENTERLINE OF THE
 AP0032'HIGHWAY, 0.6 METER (2.0 FT) WEST OF WOODEN WITNESS POST, AND 0.2 METER
 AP0032'(0.8 FT) NORTH OF A FENCE.
 AP0032'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 AP0032'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0362 ***********************************************************************
 AO0362  DESIGNATION -  W 1088
 AO0362  PID         -  AO0362
 AO0362  STATE/COUNTY-  TX/DIMMIT
 AO0362  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0362
 AO0362                         *CURRENT SURVEY CONTROL
 AO0362  ___________________________________________________________________
 AO0362* NAD 83(1986)-  28 14 25.     (N)    099 36 51.     (W)     SCALED    
 AO0362* NAVD 88     -       165.992  (meters)     544.59   (feet)  POSTED    
 AO0362  ___________________________________________________________________
 AO0362  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AO0362  DYNAMIC HT  -         165.740 (meters)     543.77  (feet)  COMP
 AO0362  MODELED GRAV-     979,115.1   (mgal)                       NAVD 88
 AO0362
 AO0362  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AO0362
 AO0362.The horizontal coordinates were scaled from a topographic map and have
 AO0362.an estimated accuracy of +/- 6 seconds.
 AO0362
 AO0362.The orthometric height was determined by differential leveling
 AO0362.and adjusted by the National Geodetic Survey in 1992..
 AO0362.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AO0362.rate of 4.1 thru 8.0 mm/km.
 AO0362
 AO0362.The geoid height was determined by GEOID03.
 AO0362
 AO0362.The dynamic height is computed by dividing the NAVD 88
 AO0362.geopotential number by the normal gravity value computed on the
 AO0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0362.degrees latitude (g = 980.6199 gals.).
 AO0362
 AO0362.The modeled gravity was interpolated from observed gravity values.
 AO0362
 AO0362;                    North         East    Units  Estimated Accuracy
 AO0362;SPC TXSC     - 4,045,260.      539,720.      MT  (+/- 180 meters Scaled)
 AO0362
 AO0362                          SUPERSEDED SURVEY CONTROL
 AO0362
 AO0362  NGVD 29 (??/??/92)  165.853  (m)          544.14   (f) ADJ UNCH    1 2
 AO0362
 AO0362.Superseded values are not recommended for survey control.
 AO0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0362.See file dsdata.txt to determine how the superseded data were derived.
 AO0362
 AO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS397239(NAD 83)
 AO0362_MARKER: DB = BENCH MARK DISK
 AO0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0362_STAMPING: W 1088 1957
 AO0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0362+STABILITY: SURFACE MOTION
 AO0362
 AO0362  HISTORY     - Date     Condition        Report By
 AO0362  HISTORY     - 1957     MONUMENTED       CGS
 AO0362  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0362
 AO0362                          STATION DESCRIPTION
 AO0362
 AO0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0362'7.65 MI SE FROM CATARINA.
 AO0362'7.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0362'CATARINA, 92 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET WEST
 AO0362'OF A FENCE, IN LINE WITH THE EAST ONE OF TWO ROWS OF POWER POLES, 60
 AO0362'FEET SOUTH OF A POWER POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 AO0362'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0362
 AO0362                          STATION RECOVERY (1982)
 AO0362
 AO0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0362'NOT RECOVERED, PROBABLY GRADED OUT, NOTE, FOUND CONCRETE POST WITH
 AO0362'BROKEN STEM, DISK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0084 ***********************************************************************
 AP0084  DESIGNATION -  W 1089
 AP0084  PID         -  AP0084
 AP0084  STATE/COUNTY-  TX/MAVERICK
 AP0084  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0084
 AP0084                         *CURRENT SURVEY CONTROL
 AP0084  ___________________________________________________________________
 AP0084* NAD 83(1986)-  28 43 19.     (N)    100 29 43.     (W)     SCALED    
 AP0084* NAVD 88     -       231.091  (meters)     758.17   (feet)  ADJUSTED  
 AP0084  ___________________________________________________________________
 AP0084  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AP0084  DYNAMIC HT  -         230.746 (meters)     757.04  (feet)  COMP
 AP0084  MODELED GRAV-     979,146.5   (mgal)                       NAVD 88
 AP0084
 AP0084  VERT ORDER  -  FIRST     CLASS II
 AP0084
 AP0084.The horizontal coordinates were scaled from a topographic map and have
 AP0084.an estimated accuracy of +/- 6 seconds.
 AP0084
 AP0084.The orthometric height was determined by differential leveling
 AP0084.and adjusted by the National Geodetic Survey in June 1991..
 AP0084
 AP0084.The geoid height was determined by GEOID03.
 AP0084
 AP0084.The dynamic height is computed by dividing the NAVD 88
 AP0084.geopotential number by the normal gravity value computed on the
 AP0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0084.degrees latitude (g = 980.6199 gals.).
 AP0084
 AP0084.The modeled gravity was interpolated from observed gravity values.
 AP0084
 AP0084;                    North         East    Units  Estimated Accuracy
 AP0084;SPC TXSC     - 4,099,420.      453,930.      MT  (+/- 180 meters Scaled)
 AP0084
 AP0084                          SUPERSEDED SURVEY CONTROL
 AP0084
 AP0084  NGVD 29 (??/??/92)  230.958  (m)          757.73   (f) ADJ UNCH    1 2
 AP0084
 AP0084.Superseded values are not recommended for survey control.
 AP0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0084.See file dsdata.txt to determine how the superseded data were derived.
 AP0084
 AP0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS539780(NAD 83)
 AP0084_MARKER: DB = BENCH MARK DISK
 AP0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0084_STAMPING: W 1089 1957
 AP0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0084+STABILITY: SURFACE MOTION
 AP0084
 AP0084  HISTORY     - Date     Condition        Report By
 AP0084  HISTORY     - 1957     MONUMENTED       CGS
 AP0084  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0084
 AP0084                          STATION DESCRIPTION
 AP0084
 AP0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0084'0.95 MI N FROM EAGLE PASS.
 AP0084'0.95 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0084'STATION AT EAGLE PASS, 5 1/2 RAILS NORTH OF THE CENTER OF A ROAD
 AP0084'CROSSING, 91 FEET EAST OF THE EAST RAIL, 16 FEET EAST OF A FENCE
 AP0084'CORNER, 2 FEET SOUTH OF A FENCE, 72 FEET NORTHEAST OF THE 9TH POLE
 AP0084'SOUTH OF MILEPOST 32, 1.8 FEET NORTH OF A WITNESS POST, 6 FEET BELOW
 AP0084'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AP0084'0.6 FOOT ABOVE THE GROUND.
 AP0084
 AP0084                          STATION RECOVERY (1982)
 AP0084
 AP0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0084'NOT RECOVERED, SOME DIRT WORK DONE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0111 ***********************************************************************
 CB0111  DESIGNATION -  W 109
 CB0111  PID         -  CB0111
 CB0111  STATE/COUNTY-  TX/TOM GREEN
 CB0111  USGS QUAD   -  WALL (1984)
 CB0111
 CB0111                         *CURRENT SURVEY CONTROL
 CB0111  ___________________________________________________________________
 CB0111* NAD 83(1986)-  31 22 29.     (N)    100 19 54.     (W)     SCALED    
 CB0111* NAVD 88     -       565.707  (meters)    1855.99   (feet)  ADJUSTED  
 CB0111  ___________________________________________________________________
 CB0111  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0111  DYNAMIC HT  -         564.929 (meters)    1853.44  (feet)  COMP
 CB0111  MODELED GRAV-     979,248.0   (mgal)                       NAVD 88
 CB0111
 CB0111  VERT ORDER  -  FIRST     CLASS II
 CB0111
 CB0111.The horizontal coordinates were scaled from a topographic map and have
 CB0111.an estimated accuracy of +/- 6 seconds.
 CB0111
 CB0111.The orthometric height was determined by differential leveling
 CB0111.and adjusted by the National Geodetic Survey in June 1991..
 CB0111
 CB0111.The geoid height was determined by GEOID03.
 CB0111
 CB0111.The dynamic height is computed by dividing the NAVD 88
 CB0111.geopotential number by the normal gravity value computed on the
 CB0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0111.degrees latitude (g = 980.6199 gals.).
 CB0111
 CB0111.The modeled gravity was interpolated from observed gravity values.
 CB0111
 CB0111;                    North         East    Units  Estimated Accuracy
 CB0111;SPC TX C     - 3,189,350.      700,160.      MT  (+/- 180 meters Scaled)
 CB0111
 CB0111                          SUPERSEDED SURVEY CONTROL
 CB0111
 CB0111  NGVD 29 (??/??/92)  565.555  (m)         1855.49   (f) ADJ UNCH    1 2
 CB0111
 CB0111.Superseded values are not recommended for survey control.
 CB0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0111.See file dsdata.txt to determine how the superseded data were derived.
 CB0111
 CB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV733718(NAD 83)
 CB0111_MARKER: DB = BENCH MARK DISK
 CB0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0111_SP_SET: MONUMENT
 CB0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0111
 CB0111  HISTORY     - Date     Condition        Report By
 CB0111  HISTORY     - UNK      MONUMENTED       CGS
 CB0111  HISTORY     - 1933     GOOD             NGS
 CB0111  HISTORY     - 1935     GOOD             NGS
 CB0111
 CB0111                          STATION DESCRIPTION
 CB0111
 CB0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0111'1.5 MI NW FROM WALL.
 CB0111'ABOUT 200 FEET SOUTHEAST OF BRIDGE, 45 FEET NORTHEAST OF CENTERLINE OF
 CB0111'HIGHWAY.
 CB0111
 CB0111                          STATION RECOVERY (1935)
 CB0111
 CB0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0083 ***********************************************************************
 AZ0083  DESIGNATION -  W 1090
 AZ0083  PID         -  AZ0083
 AZ0083  STATE/COUNTY-  TX/KINNEY
 AZ0083  USGS QUAD   -  ODLAW (1974)
 AZ0083
 AZ0083                         *CURRENT SURVEY CONTROL
 AZ0083  ___________________________________________________________________
 AZ0083* NAD 83(1986)-  29 14 02.     (N)    100 08 26.     (W)     SCALED    
 AZ0083* NAVD 88     -       318.565  (meters)    1045.16   (feet)  POSTED    
 AZ0083  ___________________________________________________________________
 AZ0083  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0083  DYNAMIC HT  -         318.100 (meters)    1043.63  (feet)  COMP
 AZ0083  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 AZ0083
 AZ0083  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0083
 AZ0083.The horizontal coordinates were scaled from a topographic map and have
 AZ0083.an estimated accuracy of +/- 6 seconds.
 AZ0083
 AZ0083.The orthometric height was determined by differential leveling
 AZ0083.and adjusted by the National Geodetic Survey in 1992..
 AZ0083.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0083.rate of 0.0 thru 1.0 mm/km.
 AZ0083
 AZ0083.The geoid height was determined by GEOID03.
 AZ0083
 AZ0083.The dynamic height is computed by dividing the NAVD 88
 AZ0083.geopotential number by the normal gravity value computed on the
 AZ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0083.degrees latitude (g = 980.6199 gals.).
 AZ0083
 AZ0083.The modeled gravity was interpolated from observed gravity values.
 AZ0083
 AZ0083;                    North         East    Units  Estimated Accuracy
 AZ0083;SPC TXSC     - 4,155,760.      489,130.      MT  (+/- 180 meters Scaled)
 AZ0083
 AZ0083                          SUPERSEDED SURVEY CONTROL
 AZ0083
 AZ0083  NGVD 29 (??/??/92)  318.460  (m)         1044.81   (f) ADJ UNCH    1 2
 AZ0083
 AZ0083.Superseded values are not recommended for survey control.
 AZ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0083.See file dsdata.txt to determine how the superseded data were derived.
 AZ0083
 AZ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT891344(NAD 83)
 AZ0083_MARKER: DB = BENCH MARK DISK
 AZ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0083_STAMPING: W 1090 1957
 AZ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0083+STABILITY: SURFACE MOTION
 AZ0083
 AZ0083  HISTORY     - Date     Condition        Report By
 AZ0083  HISTORY     - 1957     MONUMENTED       CGS
 AZ0083  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0083
 AZ0083                          STATION DESCRIPTION
 AZ0083
 AZ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0083'3.6 MI W FROM CLINE.
 AZ0083'3.6 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0083'STATION AT CLINE, 3 RAILS EAST OF THE EAST END OF TRESTLE 322.99, 95
 AZ0083'FEET NORTHEAST OF THE 2ND POLE EAST OF MILEPOST 323, 39.8 FEET NORTH
 AZ0083'OF THE NORTH RAIL, 51 FEET EAST OF A TELEPHONE POLE, 2.8 FEET SOUTH OF
 AZ0083'A FENCE, 1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AZ0083'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AZ0083
 AZ0083                          STATION RECOVERY (1982)
 AZ0083
 AZ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0083'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0064 ***********************************************************************
 AZ0064  DESIGNATION -  W 1091
 AZ0064  PID         -  AZ0064
 AZ0064  STATE/COUNTY-  TX/KINNEY
 AZ0064  USGS QUAD   -  ANACACHO (1974)
 AZ0064
 AZ0064                         *CURRENT SURVEY CONTROL
 AZ0064  ___________________________________________________________________
 AZ0064* NAD 83(1986)-  29 09 50.     (N)    100 20 53.     (W)     SCALED    
 AZ0064* NAVD 88     -       288.603  (meters)     946.86   (feet)  ADJUSTED  
 AZ0064  ___________________________________________________________________
 AZ0064  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0064  DYNAMIC HT  -         288.183 (meters)     945.48  (feet)  COMP
 AZ0064  MODELED GRAV-     979,177.9   (mgal)                       NAVD 88
 AZ0064
 AZ0064  VERT ORDER  -  FIRST     CLASS II
 AZ0064
 AZ0064.The horizontal coordinates were scaled from a topographic map and have
 AZ0064.an estimated accuracy of +/- 6 seconds.
 AZ0064
 AZ0064.The orthometric height was determined by differential leveling
 AZ0064.and adjusted by the National Geodetic Survey in June 1991..
 AZ0064
 AZ0064.The geoid height was determined by GEOID03.
 AZ0064
 AZ0064.The dynamic height is computed by dividing the NAVD 88
 AZ0064.geopotential number by the normal gravity value computed on the
 AZ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0064.degrees latitude (g = 980.6199 gals.).
 AZ0064
 AZ0064.The modeled gravity was interpolated from observed gravity values.
 AZ0064
 AZ0064;                    North         East    Units  Estimated Accuracy
 AZ0064;SPC TXSC     - 4,148,220.      468,880.      MT  (+/- 180 meters Scaled)
 AZ0064
 AZ0064                          SUPERSEDED SURVEY CONTROL
 AZ0064
 AZ0064  NGVD 29 (??/??/92)  288.431  (m)          946.29   (f) ADJ UNCH    1 2
 AZ0064
 AZ0064.Superseded values are not recommended for survey control.
 AZ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0064.See file dsdata.txt to determine how the superseded data were derived.
 AZ0064
 AZ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT689268(NAD 83)
 AZ0064_MARKER: DB = BENCH MARK DISK
 AZ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0064_STAMPING: W 1091 1957
 AZ0064_MARK LOGO: CGS   
 AZ0064_PROJECTION: PROJECTING 8 CENTIMETERS
 AZ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0064+STABILITY: SURFACE MOTION
 AZ0064
 AZ0064  HISTORY     - Date     Condition        Report By
 AZ0064  HISTORY     - 1957     MONUMENTED       CGS
 AZ0064  HISTORY     - 1982     GOOD             NGS
 AZ0064  HISTORY     - 19960223 GOOD             USPSQD
 AZ0064
 AZ0064                          STATION DESCRIPTION
 AZ0064
 AZ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0064'4.6 MI E FROM SPOFFORD.
 AZ0064'ABOUT 4.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0064'STATION AT SPOFFORD, 164 FEET SOUTH OF MILE POST 337, 166 FEET
 AZ0064'SOUTHEAST OF THE SOUTHEAST RAIL, 158 FEET SOUTHEAST OF SIGNAL 337.0,
 AZ0064'58 FEET SOUTHEAST OF THE CENTER LINE OF FARM ROAD 1572, 2 FEET
 AZ0064'NORTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AZ0064'POST, ABOUT 8 FEET BELOW THE TOP OF THE RAIL AND IN THE TOP OF A
 AZ0064'CONCRETE POST WHICH PROJECTS 0.6 FOOT.
 AZ0064
 AZ0064                          STATION RECOVERY (1982)
 AZ0064
 AZ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0064'MARK RECOVERED THIS DATE, RAILROAD STATION IS GONE, 7.9 KM (4.9 MI)
 AZ0064'EAST ALONG FARM ROAD 1577 FROM THE JUNCTION OF STATE ROUTE 131 IN
 AZ0064'SPOFFORD, NEAR RAILROAD MILEMARKER NUMBER 337, 17.7 METERS (58.0 FT)
 AZ0064'SOUTHEAST OF CENTERLINE OF ROAD, 50.6 METERS (166.0 FT) SOUTHEAST OF
 AZ0064'SOUTHEAST RAIL, 48.2 METERS (158.0 FT) SOUTHEAST OF MILEMARKER POST
 AZ0064'337, 0.61 METERS (2.0 FT) NORTHWEST OF A FENCE.
 AZ0064'THE MARK IS 0.76 METERS  NW FROM A WITNESS POST.
 AZ0064'THE MARK IS 2.4 M BELOW RAILS.
 AZ0064
 AZ0064                          STATION RECOVERY (1996)
 AZ0064
 AZ0064'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0159 ***********************************************************************
 AZ0159  DESIGNATION -  W 1092
 AZ0159  PID         -  AZ0159
 AZ0159  STATE/COUNTY-  TX/KINNEY
 AZ0159  USGS QUAD   -  STANDART (1979)
 AZ0159
 AZ0159                         *CURRENT SURVEY CONTROL
 AZ0159  ___________________________________________________________________
 AZ0159* NAD 83(1986)-  29 16 30.     (N)    100 34 39.     (W)     SCALED    
 AZ0159* NAVD 88     -       322.456  (meters)    1057.92   (feet)  POSTED    
 AZ0159  ___________________________________________________________________
 AZ0159  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AZ0159  DYNAMIC HT  -         321.980 (meters)    1056.36  (feet)  COMP
 AZ0159  MODELED GRAV-     979,165.8   (mgal)                       NAVD 88
 AZ0159
 AZ0159  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0159
 AZ0159.The horizontal coordinates were scaled from a topographic map and have
 AZ0159.an estimated accuracy of +/- 6 seconds.
 AZ0159
 AZ0159.The orthometric height was determined by differential leveling
 AZ0159.and adjusted by the National Geodetic Survey in 1992..
 AZ0159.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0159.rate of 0.0 thru 1.0 mm/km.
 AZ0159
 AZ0159.The geoid height was determined by GEOID03.
 AZ0159
 AZ0159.The dynamic height is computed by dividing the NAVD 88
 AZ0159.geopotential number by the normal gravity value computed on the
 AZ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0159.degrees latitude (g = 980.6199 gals.).
 AZ0159
 AZ0159.The modeled gravity was interpolated from observed gravity values.
 AZ0159
 AZ0159;                    North         East    Units  Estimated Accuracy
 AZ0159;SPC TXSC     - 4,160,810.      446,720.      MT  (+/- 180 meters Scaled)
 AZ0159
 AZ0159                          SUPERSEDED SURVEY CONTROL
 AZ0159
 AZ0159  NGVD 29 (??/??/92)  322.381  (m)         1057.68   (f) ADJ UNCH    1 2
 AZ0159
 AZ0159.Superseded values are not recommended for survey control.
 AZ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0159.See file dsdata.txt to determine how the superseded data were derived.
 AZ0159
 AZ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT467394(NAD 83)
 AZ0159_MARKER: DB = BENCH MARK DISK
 AZ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0159_STAMPING: W 1092 1957
 AZ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0159+STABILITY: SURFACE MOTION
 AZ0159
 AZ0159  HISTORY     - Date     Condition        Report By
 AZ0159  HISTORY     - 1957     MONUMENTED       CGS
 AZ0159  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0159
 AZ0159                          STATION DESCRIPTION
 AZ0159
 AZ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0159'12.3 MI NW FROM SPOFFORD.
 AZ0159'12.3 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 AZ0159'STATION AT SPOFFORD, 108 FEET NORTH OF MILEPOST 354, 91 FEET NORTH OF
 AZ0159'THE STATION SIGN AT PINTO, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 AZ0159'THE MAIN TRACK, 34 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD,
 AZ0159'36 FEET NORTHWEST OF A TELEPHONE POLE, 1.6 FEET SOUTHWEST OF A WITNESS
 AZ0159'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AZ0159'THE GROUND.
 AZ0159
 AZ0159                          STATION RECOVERY (1982)
 AZ0159
 AZ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0159'SEARCHED FOR AND NOT RECOVERED, BULLDOZERED OUT, DISK LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0104 ***********************************************************************
 AZ0104  DESIGNATION -  W 1093
 AZ0104  PID         -  AZ0104
 AZ0104  STATE/COUNTY-  TX/KINNEY
 AZ0104  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0104
 AZ0104                         *CURRENT SURVEY CONTROL
 AZ0104  ___________________________________________________________________
 AZ0104* NAD 83(1986)-  29 07 23.     (N)    100 23 58.     (W)     SCALED    
 AZ0104* NAVD 88     -       296.897  (meters)     974.07   (feet)  ADJUSTED  
 AZ0104  ___________________________________________________________________
 AZ0104  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0104  DYNAMIC HT  -         296.463 (meters)     972.65  (feet)  COMP
 AZ0104  MODELED GRAV-     979,173.5   (mgal)                       NAVD 88
 AZ0104
 AZ0104  VERT ORDER  -  FIRST     CLASS II
 AZ0104
 AZ0104.The horizontal coordinates were scaled from a topographic map and have
 AZ0104.an estimated accuracy of +/- 6 seconds.
 AZ0104
 AZ0104.The orthometric height was determined by differential leveling
 AZ0104.and adjusted by the National Geodetic Survey in June 1991..
 AZ0104
 AZ0104.The geoid height was determined by GEOID03.
 AZ0104
 AZ0104.The dynamic height is computed by dividing the NAVD 88
 AZ0104.geopotential number by the normal gravity value computed on the
 AZ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0104.degrees latitude (g = 980.6199 gals.).
 AZ0104
 AZ0104.The modeled gravity was interpolated from observed gravity values.
 AZ0104
 AZ0104;                    North         East    Units  Estimated Accuracy
 AZ0104;SPC TXSC     - 4,143,750.      463,820.      MT  (+/- 180 meters Scaled)
 AZ0104
 AZ0104                          SUPERSEDED SURVEY CONTROL
 AZ0104
 AZ0104  NGVD 29 (??/??/92)  296.732  (m)          973.53   (f) ADJ UNCH    1 2
 AZ0104
 AZ0104.Superseded values are not recommended for survey control.
 AZ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0104.See file dsdata.txt to determine how the superseded data were derived.
 AZ0104
 AZ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT638224(NAD 83)
 AZ0104_MARKER: DB = BENCH MARK DISK
 AZ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0104_STAMPING: W 1093 1957
 AZ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0104+STABILITY: SURFACE MOTION
 AZ0104
 AZ0104  HISTORY     - Date     Condition        Report By
 AZ0104  HISTORY     - 1957     MONUMENTED       CGS
 AZ0104  HISTORY     - 19960223 MARK NOT FOUND   USPSQD
 AZ0104
 AZ0104                          STATION DESCRIPTION
 AZ0104
 AZ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0104'3.7 MI S FROM SPOFFORD.
 AZ0104'3.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0104'STATION AT SPOFFORD, 52 FEET SOUTH OF THE 1ST POLE SOUTH OF MILEPOST
 AZ0104'3, 30 FEET EAST OF THE EAST RAIL, 17 FEET WEST OF A FENCE, IN LINE
 AZ0104'WITH A ROW OF TELEPHONE POLES, 2 FEET SOUTH OF A WITNESS POST, SET IN
 AZ0104'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AZ0104
 AZ0104                          STATION RECOVERY (1996)
 AZ0104
 AZ0104'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0876 ***********************************************************************
 AY0876  DESIGNATION -  W 1094
 AY0876  PID         -  AY0876
 AY0876  STATE/COUNTY-  TX/MEDINA
 AY0876  USGS QUAD   -  LA COSTE (1982)
 AY0876
 AY0876                         *CURRENT SURVEY CONTROL
 AY0876  ___________________________________________________________________
 AY0876* NAD 83(1986)-  29 16 55.     (N)    098 51 32.     (W)     SCALED    
 AY0876* NAVD 88     -       251.683  (meters)     825.73   (feet)  ADJUSTED  
 AY0876  ___________________________________________________________________
 AY0876  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AY0876  DYNAMIC HT  -         251.321 (meters)     824.54  (feet)  COMP
 AY0876  MODELED GRAV-     979,200.7   (mgal)                       NAVD 88
 AY0876
 AY0876  VERT ORDER  -  FIRST     CLASS II
 AY0876
 AY0876.The horizontal coordinates were scaled from a topographic map and have
 AY0876.an estimated accuracy of +/- 6 seconds.
 AY0876
 AY0876.The orthometric height was determined by differential leveling
 AY0876.and adjusted by the National Geodetic Survey in June 1991..
 AY0876
 AY0876.The geoid height was determined by GEOID03.
 AY0876
 AY0876.The dynamic height is computed by dividing the NAVD 88
 AY0876.geopotential number by the normal gravity value computed on the
 AY0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0876.degrees latitude (g = 980.6199 gals.).
 AY0876
 AY0876.The modeled gravity was interpolated from observed gravity values.
 AY0876
 AY0876;                    North         East    Units  Estimated Accuracy
 AY0876;SPC TXSC     - 4,160,550.      613,710.      MT  (+/- 180 meters Scaled)
 AY0876
 AY0876                          SUPERSEDED SURVEY CONTROL
 AY0876
 AY0876  NGVD 29 (??/??/92)  251.555  (m)          825.31   (f) ADJ UNCH    1 2
 AY0876
 AY0876.Superseded values are not recommended for survey control.
 AY0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0876.See file dsdata.txt to determine how the superseded data were derived.
 AY0876
 AY0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT137392(NAD 83)
 AY0876_MARKER: DB = BENCH MARK DISK
 AY0876_SETTING: 66 = SET IN ROCK OUTCROP
 AY0876_SP_SET: ROCK OUTCROP
 AY0876_STAMPING: W 1094 1957
 AY0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0876+STABILITY: POSITION/ELEVATION WELL
 AY0876
 AY0876  HISTORY     - Date     Condition        Report By
 AY0876  HISTORY     - 1957     MONUMENTED       CGS
 AY0876  HISTORY     - 1989     POOR             USPSQD
 AY0876  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 AY0876  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY0876  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0876
 AY0876                          STATION DESCRIPTION
 AY0876
 AY0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0876'3.3 MI SW FROM LACOSTE.
 AY0876'3.3 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0876'STATION AT LACOSTE, 47.2 FEET SOUTH OF THE 14TH POLE SOUTHWEST OF
 AY0876'MILEPOST 237, 52 FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD 471,
 AY0876'39.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET BELOW THE TOP OF THE
 AY0876'RAILS, FLUSH WITH THE GROUND, SET IN THE TOP OF A LARGE FLAT SANDSTONE
 AY0876'ROCK.
 AY0876
 AY0876                          STATION RECOVERY (1989)
 AY0876
 AY0876'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY0876'MARK RECOVERED IN POOR CONDITION.
 AY0876
 AY0876                          STATION RECOVERY (1995)
 AY0876
 AY0876'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0876'MARK NOT FOUND.
 AY0876
 AY0876                          STATION RECOVERY (1997)
 AY0876
 AY0876'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0876'MARK NOT FOUND.
 AY0876
 AY0876                          STATION RECOVERY (2002)
 AY0876
 AY0876'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0154 ***********************************************************************
 BB0154  DESIGNATION -  W 1095
 BB0154  PID         -  BB0154
 BB0154  STATE/COUNTY-  TX/PRESIDIO
 BB0154  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0154
 BB0154                         *CURRENT SURVEY CONTROL
 BB0154  ___________________________________________________________________
 BB0154* NAD 83(1986)-  29 33 29.     (N)    104 23 30.     (W)     SCALED    
 BB0154* NAVD 88     -       783.578  (meters)    2570.79   (feet)  ADJUSTED  
 BB0154  ___________________________________________________________________
 BB0154  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 BB0154  DYNAMIC HT  -         782.306 (meters)    2566.62  (feet)  COMP
 BB0154  MODELED GRAV-     978,994.4   (mgal)                       NAVD 88
 BB0154
 BB0154  VERT ORDER  -  FIRST     CLASS II
 BB0154
 BB0154.The horizontal coordinates were scaled from a topographic map and have
 BB0154.an estimated accuracy of +/- 6 seconds.
 BB0154
 BB0154.The orthometric height was determined by differential leveling
 BB0154.and adjusted by the National Geodetic Survey in June 1991..
 BB0154
 BB0154.The geoid height was determined by GEOID03.
 BB0154
 BB0154.The dynamic height is computed by dividing the NAVD 88
 BB0154.geopotential number by the normal gravity value computed on the
 BB0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0154.degrees latitude (g = 980.6199 gals.).
 BB0154
 BB0154.The modeled gravity was interpolated from observed gravity values.
 BB0154
 BB0154;                    North         East    Units  Estimated Accuracy
 BB0154;SPC TXSC     - 4,203,190.       77,740.      MT  (+/- 180 meters Scaled)
 BB0154
 BB0154                          SUPERSEDED SURVEY CONTROL
 BB0154
 BB0154  NGVD 29 (??/??/92)  783.184  (m)         2569.50   (f) ADJ UNCH    1 2
 BB0154
 BB0154.Superseded values are not recommended for survey control.
 BB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0154.See file dsdata.txt to determine how the superseded data were derived.
 BB0154
 BB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN589699(NAD 83)
 BB0154_MARKER: DB = BENCH MARK DISK
 BB0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0154_SP_SET: MONUMENT
 BB0154_STAMPING: W 1095 1974
 BB0154_MARK LOGO: NGS   
 BB0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0154
 BB0154  HISTORY     - Date     Condition        Report By
 BB0154  HISTORY     - 1974     MONUMENTED       NGS
 BB0154  HISTORY     - 1981     GOOD             NGS
 BB0154
 BB0154                          STATION DESCRIPTION
 BB0154
 BB0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BB0154'IN PRESIDIO.
 BB0154'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0154'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN RIGHT AND GO WESTERLY
 BB0154'ALONG U.S. HIGHWAY 67 FOR 1.3 MILES TO THE U.S. CUSTOMS BUILDING,
 BB0154'138.4 FEET SOUTH OF THE SOUTH SIDE OF CUSTOMS BUILDING, 20 FEET SOUTH
 BB0154'OF A DIRT ROAD, 31 FEET WEST OF AN INCINERATOR, 2.0 FEET SOUTHWEST OF
 BB0154'A POWER POLE, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 BB0154'MONUMENT THAT IS SET FLUSH WITH THE GROUND.
 BB0154
 BB0154                          STATION RECOVERY (1981)
 BB0154
 BB0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0154'2.1 KM (1.3 MI) WEST ALONG U.S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0154'WITH FARM ROAD 170 IN PRESIDIO, AT THE U.S. CUSTOMS IMMIGRATION AND
 BB0154'NATURALIZATION BORDER CHECK STATION, 42.2 METERS (138.4 FT) SOUTH
 BB0154'OF THE SOUTH FACE OF THE BUILDING, 30.8 METERS (101.0 FT) SOUTHEAST
 BB0154'OF BENCH MARK D 1400, 5.5 METERS (18.0 FT) NORTH-NORTHWEST OF THE
 BB0154'SOUTH SIDE OF THE BORDER CHECK STATION HEADQUARTERS, AND 0.6 METER
 BB0154'(2.0 FT) SOUTH-SOUTHWEST OF A UTILITY POLE WITH A LIGHT INSIDE OF
 BB0154'THE FENCE.
 BB0154'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0551 ***********************************************************************
 BP0551  DESIGNATION -  W 1096
 BP0551  PID         -  BP0551
 BP0551  STATE/COUNTY-  TX/BREWSTER
 BP0551  USGS QUAD   -  ALPINE NORTH (1972)
 BP0551
 BP0551                         *CURRENT SURVEY CONTROL
 BP0551  ___________________________________________________________________
 BP0551* NAD 83(1986)-  30 23 49.     (N)    103 40 30.     (W)     SCALED    
 BP0551* NAVD 88     -      1347.315  (meters)    4420.32   (feet)  ADJUSTED  
 BP0551  ___________________________________________________________________
 BP0551  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 BP0551  DYNAMIC HT  -        1345.150 (meters)    4413.21  (feet)  COMP
 BP0551  MODELED GRAV-     978,986.6   (mgal)                       NAVD 88
 BP0551
 BP0551  VERT ORDER  -  FIRST     CLASS I
 BP0551
 BP0551.The horizontal coordinates were scaled from a topographic map and have
 BP0551.an estimated accuracy of +/- 6 seconds.
 BP0551
 BP0551.The orthometric height was determined by differential leveling
 BP0551.and adjusted by the National Geodetic Survey in June 1991..
 BP0551
 BP0551.The geoid height was determined by GEOID03.
 BP0551
 BP0551.The dynamic height is computed by dividing the NAVD 88
 BP0551.geopotential number by the normal gravity value computed on the
 BP0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0551.degrees latitude (g = 980.6199 gals.).
 BP0551
 BP0551.The modeled gravity was interpolated from observed gravity values.
 BP0551
 BP0551;                    North         East    Units  Estimated Accuracy
 BP0551;SPC TXSC     - 4,293,110.      150,840.      MT  (+/- 180 meters Scaled)
 BP0551
 BP0551                          SUPERSEDED SURVEY CONTROL
 BP0551
 BP0551  NGVD 29 (??/??/92) 1346.874  (m)         4418.87   (f) ADJ UNCH    1 1
 BP0551
 BP0551.Superseded values are not recommended for survey control.
 BP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0551.See file dsdata.txt to determine how the superseded data were derived.
 BP0551
 BP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP272635(NAD 83)
 BP0551_MARKER: DB = BENCH MARK DISK
 BP0551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0551_SP_SET: 10 FT.
 BP0551_STAMPING: W 1096 1977
 BP0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0551
 BP0551  HISTORY     - Date     Condition        Report By
 BP0551  HISTORY     - 1977     MONUMENTED       NGS
 BP0551
 BP0551                          STATION DESCRIPTION
 BP0551
 BP0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0551'2.2 MI NE FROM ALPINE.
 BP0551'ABOUT 2.2 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILROAD
 BP0551'FROM THE STATION AT ALPINE, 101 FT. NORTH OF A ROAD CROSSING, 48
 BP0551'FT. WEST OF WEST TRACK,1 FT. WEST OF A TELEPHONE POLE NUMBER L-8,
 BP0551'1 FT. NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0308 ***********************************************************************
 BQ0308  DESIGNATION -  W 1097
 BQ0308  PID         -  BQ0308
 BQ0308  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0308  USGS QUAD   -  BLUE MOUNTAIN (1978)
 BQ0308
 BQ0308                         *CURRENT SURVEY CONTROL
 BQ0308  ___________________________________________________________________
 BQ0308* NAD 83(1986)-  30 36 49.     (N)    104 00 04.     (W)     SCALED    
 BQ0308* NAVD 88     -      1582.357  (meters)    5191.45   (feet)  ADJUSTED  
 BQ0308  ___________________________________________________________________
 BQ0308  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0308  DYNAMIC HT  -        1579.736 (meters)    5182.85  (feet)  COMP
 BQ0308  MODELED GRAV-     978,928.6   (mgal)                       NAVD 88
 BQ0308  OBS GRAVITY -     978,924.3   (mgal)                       GRAV_OBS
 BQ0308
 BQ0308  VERT ORDER  -  FIRST     CLASS I
 BQ0308
 BQ0308.The horizontal coordinates were scaled from a topographic map and have
 BQ0308.an estimated accuracy of +/- 6 seconds.
 BQ0308
 BQ0308.The orthometric height was determined by differential leveling
 BQ0308.and adjusted by the National Geodetic Survey in June 1991..
 BQ0308
 BQ0308.The geoid height was determined by GEOID03.
 BQ0308
 BQ0308.The dynamic height is computed by dividing the NAVD 88
 BQ0308.geopotential number by the normal gravity value computed on the
 BQ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0308.degrees latitude (g = 980.6199 gals.).
 BQ0308
 BQ0308.The modeled gravity was interpolated from observed gravity values.
 BQ0308.The observed gravity was obtained from relative gravimeter ties
 BQ0308.to the IGSN71 gravity network.
 BQ0308
 BQ0308;                    North         East    Units  Estimated Accuracy
 BQ0308;SPC TX C     - 3,110,770.      348,400.      MT  (+/- 180 meters Scaled)
 BQ0308
 BQ0308                          SUPERSEDED SURVEY CONTROL
 BQ0308
 BQ0308  NGVD 29 (??/??/92) 1581.771  (m)         5189.53   (f) ADJ UNCH    1 1
 BQ0308
 BQ0308.Superseded values are not recommended for survey control.
 BQ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0308.See file dsdata.txt to determine how the superseded data were derived.
 BQ0308
 BQ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP957872(NAD 83)
 BQ0308_MARKER: DB = BENCH MARK DISK
 BQ0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BQ0308_SP_SET: BRIDGE
 BQ0308_STAMPING: W 1097 1977
 BQ0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0308
 BQ0308  HISTORY     - Date     Condition        Report By
 BQ0308  HISTORY     - 1977     MONUMENTED       NGS
 BQ0308  HISTORY     - 1988     GOOD             USPSQD
 BQ0308  HISTORY     - 1989     GOOD             USPSQD
 BQ0308  HISTORY     - 19961007 GOOD             USPSQD
 BQ0308
 BQ0308                          STATION DESCRIPTION
 BQ0308
 BQ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0308'8.95 MI NW FROM FORT DAVIS.
 BQ0308'ABOUT 8.95 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0308'COURTHOUSE AT FORT DAVIS, SET ON WEST END OF NORTH SIDE OF BRIDGE,
 BQ0308'56 FT. SOUTH OF THE RIGHT-OF-WAY FENCE, 20.8 FT. NORTH OF THE
 BQ0308'CENTER LINE OF THE HIGHWAY, 54 FT. EAST OF TEXAS HIGHWAY 118 SIGN
 BQ0308'WHICH IS MARKED POST 42.
 BQ0308
 BQ0308                          STATION RECOVERY (1988)
 BQ0308
 BQ0308'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0308'RECOVERED IN GOOD CONDITION.
 BQ0308
 BQ0308                          STATION RECOVERY (1989)
 BQ0308
 BQ0308'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0308'RECOVERED IN GOOD CONDITION.
 BQ0308
 BQ0308                          STATION RECOVERY (1996)
 BQ0308
 BQ0308'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0160 ***********************************************************************
 AZ0160  DESIGNATION -  W 1099
 AZ0160  PID         -  AZ0160
 AZ0160  STATE/COUNTY-  TX/KINNEY
 AZ0160  USGS QUAD   -  STANDART (1979)
 AZ0160
 AZ0160                         *CURRENT SURVEY CONTROL
 AZ0160  ___________________________________________________________________
 AZ0160* NAD 83(1986)-  29 16 03.     (N)    100 33 55.     (W)     SCALED    
 AZ0160* NAVD 88     -       321.450  (meters)    1054.62   (feet)  POSTED    
 AZ0160  ___________________________________________________________________
 AZ0160  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0160  DYNAMIC HT  -         320.980 (meters)    1053.08  (feet)  COMP
 AZ0160  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 AZ0160
 AZ0160  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0160
 AZ0160.The horizontal coordinates were scaled from a topographic map and have
 AZ0160.an estimated accuracy of +/- 6 seconds.
 AZ0160
 AZ0160.The orthometric height was determined by differential leveling
 AZ0160.and adjusted by the National Geodetic Survey in 1992..
 AZ0160.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0160.rate of 0.0 thru 1.0 mm/km.
 AZ0160
 AZ0160.The geoid height was determined by GEOID03.
 AZ0160
 AZ0160.The dynamic height is computed by dividing the NAVD 88
 AZ0160.geopotential number by the normal gravity value computed on the
 AZ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0160.degrees latitude (g = 980.6199 gals.).
 AZ0160
 AZ0160.The modeled gravity was interpolated from observed gravity values.
 AZ0160
 AZ0160;                    North         East    Units  Estimated Accuracy
 AZ0160;SPC TXSC     - 4,159,960.      447,900.      MT  (+/- 180 meters Scaled)
 AZ0160
 AZ0160                          SUPERSEDED SURVEY CONTROL
 AZ0160
 AZ0160  NGVD 29 (??/??/92)  321.373  (m)         1054.37   (f) ADJ UNCH    1 2
 AZ0160
 AZ0160.Superseded values are not recommended for survey control.
 AZ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0160.See file dsdata.txt to determine how the superseded data were derived.
 AZ0160
 AZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT479386(NAD 83)
 AZ0160_MARKER: DB = BENCH MARK DISK
 AZ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0160_STAMPING: W 1099 1957
 AZ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0160+STABILITY: SURFACE MOTION
 AZ0160
 AZ0160  HISTORY     - Date     Condition        Report By
 AZ0160  HISTORY     - 1957     MONUMENTED       CGS
 AZ0160  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0160
 AZ0160                          STATION DESCRIPTION
 AZ0160
 AZ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0160'11.3 MI NW FROM SPOFFORD.
 AZ0160'11.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0160'STATION AT SPOFFORD, 102 FEET NORTHEAST OF MILEPOST 353, 25 FEET NORTH
 AZ0160'OF THE NORTH RAIL, 42 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 74
 AZ0160'FEET EAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 AZ0160'1.6 FEET SOUTH OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS,
 AZ0160'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AZ0160'GROUND.
 AZ0160
 AZ0160                          STATION RECOVERY (1982)
 AZ0160
 AZ0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0160'SEARCHED FOR AND NOT RECOVERED THIS DATE, DISK LOST, KNOCKED OUT BY
 AZ0160'BULLDOZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2267 ***********************************************************************
 AW2267  DESIGNATION -  W 11
 AW2267  PID         -  AW2267
 AW2267  STATE/COUNTY-  TX/HARRIS
 AW2267  USGS QUAD   -  ALIEF (1995)
 AW2267
 AW2267                         *CURRENT SURVEY CONTROL
 AW2267  ___________________________________________________________________
 AW2267* NAD 83(1986)-  29 43 04.     (N)    095 33 26.     (W)     SCALED    
 AW2267* NAVD 88     -        22.80   (+/-2cm)      74.8    (feet)  VERTCON   
 AW2267  ___________________________________________________________________
 AW2267  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW2267
 AW2267  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2267
 AW2267.The horizontal coordinates were scaled from a topographic map and have
 AW2267.an estimated accuracy of +/- 6 seconds.
 AW2267
 AW2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2267.The vertical order pertains to the NGVD 29 superseded value.
 AW2267
 AW2267.The geoid height was determined by GEOID03.
 AW2267
 AW2267;                    North         East    Units  Estimated Accuracy
 AW2267;SPC TXSC     - 4,213,750.      933,030.      MT  (+/- 180 meters Scaled)
 AW2267
 AW2267                          SUPERSEDED SURVEY CONTROL
 AW2267
 AW2267  NGVD 29 (??/??/??)   22.796  (m)           74.79   (f) ADJUSTED    1 2
 AW2267
 AW2267.Superseded values are not recommended for survey control.
 AW2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2267.See file dsdata.txt to determine how the superseded data were derived.
 AW2267
 AW2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN526902(NAD 83)
 AW2267_MARKER: DD = SURVEY DISK
 AW2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2267_SP_SET: 20 FOOT CONCRETE SHAFT
 AW2267_STAMPING: W 11
 AW2267_MARK LOGO: TXHD  
 AW2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2267+STABILITY: SURFACE MOTION
 AW2267
 AW2267  HISTORY     - Date     Condition        Report By
 AW2267  HISTORY     - UNK      MONUMENTED       TXHD
 AW2267  HISTORY     - 1978     GOOD             NGS
 AW2267  HISTORY     - 1983     GOOD             NGS
 AW2267  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2267  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2267
 AW2267                          STATION DESCRIPTION
 AW2267
 AW2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2267'2.2 MI EAST FROM ALIEF.
 AW2267'ABOUT 2.2 MILES EAST ALONG ALIEF-HOUSTON ROAD FROM THE JUNCTION OF
 AW2267'OLD WESTHEIMER ROAD IN ALIEF.  ALSO 1.9 MILES WEST ALONG WESTPARK
 AW2267'DRIVE AND THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF
 AW2267'JEANETTA DRIVE IN JEANETTA, ALSO 0.2 MILE EAST OF THE CROSSING
 AW2267'OF ROGERDALE ROAD.  112 FEET WEST OF THE EXTENTED CENTERLINE ROARK
 AW2267'ROAD, 106.5 FEET NORTHWEST OF A POWER POLE, 81 FEET EAST OF A
 AW2267'POWER POLE, 59.4  FEET SOUTH OF THE SOUTH RAIL, AND 16.3 FEET NORTH
 AW2267'OF AN OLD PAVED ROAD (WAS ONCE ALIEF-HOUSTON ROAD).
 AW2267
 AW2267                          STATION RECOVERY (1983)
 AW2267
 AW2267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2267'RECOVERED IN GOOD CONDITION.
 AW2267
 AW2267                          STATION RECOVERY (1986)
 AW2267
 AW2267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2267'NOT RECOVERED.
 AW2267
 AW2267                          STATION RECOVERY (2004)
 AW2267
 AW2267'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0261 ***********************************************************************
 CT0261  DESIGNATION -  W 11
 CT0261  PID         -  CT0261
 CT0261  STATE/COUNTY-  TX/EASTLAND
 CT0261  USGS QUAD   -  LA CASA (1967)
 CT0261
 CT0261                         *CURRENT SURVEY CONTROL
 CT0261  ___________________________________________________________________
 CT0261* NAD 83(1986)-  32 30 16.     (N)    098 39 28.     (W)     SCALED    
 CT0261* NAVD 88     -       426.596  (meters)    1399.59   (feet)  POSTED    
 CT0261  ___________________________________________________________________
 CT0261  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CT0261  DYNAMIC HT  -         426.050 (meters)    1397.80  (feet)  COMP
 CT0261  MODELED GRAV-     979,353.1   (mgal)                       NAVD 88
 CT0261
 CT0261  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0261
 CT0261.The horizontal coordinates were scaled from a topographic map and have
 CT0261.an estimated accuracy of +/- 6 seconds.
 CT0261
 CT0261.The orthometric height was determined by differential leveling
 CT0261.and adjusted by the National Geodetic Survey in 1992..
 CT0261.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0261.rate of 1.1 thru 2.0 mm/km.
 CT0261
 CT0261.The geoid height was determined by GEOID03.
 CT0261
 CT0261.The dynamic height is computed by dividing the NAVD 88
 CT0261.geopotential number by the normal gravity value computed on the
 CT0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0261.degrees latitude (g = 980.6199 gals.).
 CT0261
 CT0261.The modeled gravity was interpolated from observed gravity values.
 CT0261
 CT0261;                    North         East    Units  Estimated Accuracy
 CT0261;SPC TXNC     - 2,092,910.      585,180.      MT  (+/- 180 meters Scaled)
 CT0261
 CT0261                          SUPERSEDED SURVEY CONTROL
 CT0261
 CT0261.No superseded survey control is available for this station.
 CT0261
 CT0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA321964(NAD 83)
 CT0261_MARKER: P = PIPE CAP
 CT0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0261_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0261
 CT0261  HISTORY     - Date     Condition        Report By
 CT0261  HISTORY     - UNK      MONUMENTED       CGS
 CT0261  HISTORY     - 1956     MARK NOT FOUND   NGS
 CT0261
 CT0261                          STATION DESCRIPTION
 CT0261
 CT0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0261'IN TIFFIN.
 CT0261'AT TIFFIN, EASTLAND COUNTY, ON THE TEXAS AND PACIFIC RAILWAY, WEST OF
 CT0261'THE MAIN TRACK, AND 7 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 CT0261'CAP FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0214 ***********************************************************************
 CB0214  DESIGNATION -  W 110 RESET 1970
 CB0214  PID         -  CB0214
 CB0214  STATE/COUNTY-  TX/TOM GREEN
 CB0214  USGS QUAD   -  DOG CREEK NE (1987)
 CB0214
 CB0214                         *CURRENT SURVEY CONTROL
 CB0214  ___________________________________________________________________
 CB0214* NAD 83(1986)-  31 41 38.     (N)    100 46 19.     (W)     SCALED    
 CB0214* NAVD 88     -       654.55   (meters)    2147.5    (feet)  RESET     
 CB0214  ___________________________________________________________________
 CB0214  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CB0214
 CB0214  VERT ORDER  -  THIRD
 CB0214
 CB0214.The horizontal coordinates were scaled from a topographic map and have
 CB0214.an estimated accuracy of +/- 6 seconds.
 CB0214
 CB0214.The orthometric height was computed from unverified reset data.
 CB0214
 CB0214.The geoid height was determined by GEOID03.
 CB0214
 CB0214;                    North         East    Units  Estimated Accuracy
 CB0214;SPC TX C     - 3,224,820.      658,420.      MT  (+/- 180 meters Scaled)
 CB0214
 CB0214                          SUPERSEDED SURVEY CONTROL
 CB0214
 CB0214.No superseded survey control is available for this station.
 CB0214
 CB0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA320078(NAD 83)
 CB0214_MARKER: DB = BENCH MARK DISK
 CB0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0214_STAMPING: W 110 RESET 1970
 CB0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0214+STABILITY: SURFACE MOTION
 CB0214
 CB0214  HISTORY     - Date     Condition        Report By
 CB0214  HISTORY     - 1970     MONUMENTED       NGS
 CB0214  HISTORY     - 1971     GOOD             USGS
 CB0214
 CB0214                          STATION DESCRIPTION
 CB0214
 CB0214'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0214'3.6 MI NW FROM WATER VALLEY.
 CB0214'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM WATER VALLEY, 0.2 MILE
 CB0214'NW OF A T ROAD SW, 60 FEET SW OF THE CENTERLINE OF THE WEST LANE OF
 CB0214'THE HIGHWAY, IN THE WEST ROW FENCE.  A STANDARD DISK STAMPED W 110
 CB0214'RESET 1970 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CB0214'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0497 ***********************************************************************
 CC0497  DESIGNATION -  W 1100
 CC0497  PID         -  CC0497
 CC0497  STATE/COUNTY-  TX/REEVES
 CC0497  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0497
 CC0497                         *CURRENT SURVEY CONTROL
 CC0497  ___________________________________________________________________
 CC0497* NAD 83(1986)-  31 42 35.     (N)    103 42 29.     (W)     SCALED    
 CC0497* NAVD 88     -       820.753  (meters)    2692.75   (feet)  ADJUSTED  
 CC0497  ___________________________________________________________________
 CC0497  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CC0497  DYNAMIC HT  -         819.543 (meters)    2688.78  (feet)  COMP
 CC0497  MODELED GRAV-     979,139.3   (mgal)                       NAVD 88
 CC0497
 CC0497  VERT ORDER  -  FIRST     CLASS II
 CC0497
 CC0497.The horizontal coordinates were scaled from a topographic map and have
 CC0497.an estimated accuracy of +/- 6 seconds.
 CC0497
 CC0497.The orthometric height was determined by differential leveling
 CC0497.and adjusted by the National Geodetic Survey in June 1991..
 CC0497
 CC0497.The geoid height was determined by GEOID03.
 CC0497
 CC0497.The dynamic height is computed by dividing the NAVD 88
 CC0497.geopotential number by the normal gravity value computed on the
 CC0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0497.degrees latitude (g = 980.6199 gals.).
 CC0497
 CC0497.The modeled gravity was interpolated from observed gravity values.
 CC0497
 CC0497;                    North         East    Units  Estimated Accuracy
 CC0497;SPC TX C     - 3,231,340.      380,170.      MT  (+/- 180 meters Scaled)
 CC0497
 CC0497                          SUPERSEDED SURVEY CONTROL
 CC0497
 CC0497  NGVD 29 (??/??/92)  820.332  (m)         2691.37   (f) ADJ UNCH    1 2
 CC0497
 CC0497.Superseded values are not recommended for survey control.
 CC0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0497.See file dsdata.txt to determine how the superseded data were derived.
 CC0497
 CC0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR224089(NAD 83)
 CC0497_MARKER: DB = BENCH MARK DISK
 CC0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0497_STAMPING: W 1100 1957
 CC0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0497+STABILITY: SURFACE MOTION
 CC0497
 CC0497  HISTORY     - Date     Condition        Report By
 CC0497  HISTORY     - 1957     MONUMENTED       CGS
 CC0497
 CC0497                          STATION DESCRIPTION
 CC0497
 CC0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0497'5.2 MI NW FROM ARNO.
 CC0497'ABOUT 5.2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0497'FROM THE SECTION FOREMANS HOUSE AT ARNO, 19 FEET EAST OF MILEPOST 246,
 CC0497'30 FEET SOUTH OF THE SOUTH RAIL, 54 FEET SOUTHEAST OF THE CENTER OF A
 CC0497'ROAD CROSSING, 49 FEET EAST OF THE CENTER LINE OF A ROAD, 12 1/2 FEET
 CC0497'NORTH OF A TRAIL ROAD, DIRECTLY IN LINE WITH A ROW OF POLES, 2 1/2
 CC0497'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 CC0497'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0460 ***********************************************************************
 CC0460  DESIGNATION -  W 1101
 CC0460  PID         -  CC0460
 CC0460  STATE/COUNTY-  TX/REEVES
 CC0460  USGS QUAD   -  RED BLUFF (1968)
 CC0460
 CC0460                         *CURRENT SURVEY CONTROL
 CC0460  ___________________________________________________________________
 CC0460* NAD 83(1986)-  31 57 38.     (N)    103 59 52.     (W)     SCALED    
 CC0460* NAVD 88     -       877.820  (meters)    2879.98   (feet)  ADJUSTED  
 CC0460  ___________________________________________________________________
 CC0460  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CC0460  DYNAMIC HT  -         876.529 (meters)    2875.75  (feet)  COMP
 CC0460  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 CC0460
 CC0460  VERT ORDER  -  FIRST     CLASS II
 CC0460
 CC0460.The horizontal coordinates were scaled from a topographic map and have
 CC0460.an estimated accuracy of +/- 6 seconds.
 CC0460
 CC0460.The orthometric height was determined by differential leveling
 CC0460.and adjusted by the National Geodetic Survey in June 1991..
 CC0460
 CC0460.The geoid height was determined by GEOID03.
 CC0460
 CC0460.The dynamic height is computed by dividing the NAVD 88
 CC0460.geopotential number by the normal gravity value computed on the
 CC0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0460.degrees latitude (g = 980.6199 gals.).
 CC0460
 CC0460.The modeled gravity was interpolated from observed gravity values.
 CC0460
 CC0460;                    North         East    Units  Estimated Accuracy
 CC0460;SPC TX C     - 3,260,010.      353,640.      MT  (+/- 180 meters Scaled)
 CC0460
 CC0460                          SUPERSEDED SURVEY CONTROL
 CC0460
 CC0460  NGVD 29 (??/??/92)  877.362  (m)         2878.48   (f) ADJ UNCH    1 2
 CC0460
 CC0460.Superseded values are not recommended for survey control.
 CC0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0460.See file dsdata.txt to determine how the superseded data were derived.
 CC0460
 CC0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER947365(NAD 83)
 CC0460_MARKER: DB = BENCH MARK DISK
 CC0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0460_STAMPING: W 1101 1957
 CC0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0460+STABILITY: SURFACE MOTION
 CC0460
 CC0460  HISTORY     - Date     Condition        Report By
 CC0460  HISTORY     - 1957     MONUMENTED       CGS
 CC0460
 CC0460                          STATION DESCRIPTION
 CC0460
 CC0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0460'10.8 MI NW FROM ORLA.
 CC0460'ABOUT 10.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0460'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 114 FEET EAST OF AND
 CC0460'ACROSS THE TRACK FROM THE 1ST POLE NORTH OF MILEPOST 220, 79 FEET EAST
 CC0460'OF THE EAST RAIL, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 CC0460'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 CC0460'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0352 ***********************************************************************
 BP0352  DESIGNATION -  W 1103
 BP0352  PID         -  BP0352
 BP0352  STATE/COUNTY-  TX/BREWSTER
 BP0352  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0352
 BP0352                         *CURRENT SURVEY CONTROL
 BP0352  ___________________________________________________________________
 BP0352* NAD 83(1986)-  30 20 26.     (N)    103 44 52.     (W)     SCALED    
 BP0352* NAVD 88     -      1448.672  (meters)    4752.85   (feet)  POSTED    
 BP0352  ___________________________________________________________________
 BP0352  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 BP0352  DYNAMIC HT  -        1446.290 (meters)    4745.04  (feet)  COMP
 BP0352  MODELED GRAV-     978,947.3   (mgal)                       NAVD 88
 BP0352
 BP0352  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0352
 BP0352.The horizontal coordinates were scaled from a topographic map and have
 BP0352.an estimated accuracy of +/- 6 seconds.
 BP0352
 BP0352.The orthometric height was determined by differential leveling
 BP0352.and adjusted by the National Geodetic Survey in 1992..
 BP0352.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0352.rate of 1.1 thru 2.0 mm/km.
 BP0352
 BP0352.The geoid height was determined by GEOID03.
 BP0352
 BP0352.The dynamic height is computed by dividing the NAVD 88
 BP0352.geopotential number by the normal gravity value computed on the
 BP0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0352.degrees latitude (g = 980.6199 gals.).
 BP0352
 BP0352.The modeled gravity was interpolated from observed gravity values.
 BP0352
 BP0352;                    North         East    Units  Estimated Accuracy
 BP0352;SPC TXSC     - 4,287,150.      143,590.      MT  (+/- 180 meters Scaled)
 BP0352
 BP0352                          SUPERSEDED SURVEY CONTROL
 BP0352
 BP0352  NGVD 29 (??/??/92) 1448.166  (m)         4751.19   (f) ADJ UNCH    1 2
 BP0352
 BP0352.Superseded values are not recommended for survey control.
 BP0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0352.See file dsdata.txt to determine how the superseded data were derived.
 BP0352
 BP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP203571(NAD 83)
 BP0352_MARKER: DB = BENCH MARK DISK
 BP0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0352_SP_SET: FOUNDATION
 BP0352_STAMPING: W 1103 1957
 BP0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0352
 BP0352  HISTORY     - Date     Condition        Report By
 BP0352  HISTORY     - 1957     MONUMENTED       CGS
 BP0352  HISTORY     - 1977     MARK NOT FOUND   NGS
 BP0352
 BP0352                          STATION DESCRIPTION
 BP0352
 BP0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0352'5.5 MI SW FROM ALPINE.
 BP0352'ABOUT 5.5 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0352'FROM THE STATION AT ALPINE, 11 POLES NORTHEAST OF MILEPOST 613, IN THE
 BP0352'TOP OF THE NORTHWEST SIDE OF THE CONCRETE FOUNDATION OF A SIGNAL
 BP0352'BLOCK, 4 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 1/2 RAILS
 BP0352'NORTHEAST OF THE SOUTHEAST END OF A SIDING, AND ABOUT 5 INCHES BELOW
 BP0352'THE LEVEL OF THE TRACK.
 BP0352
 BP0352                          STATION RECOVERY (1977)
 BP0352
 BP0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0352'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0324 ***********************************************************************
 BP0324  DESIGNATION -  W 1104
 BP0324  PID         -  BP0324
 BP0324  STATE/COUNTY-  TX/PRESIDIO
 BP0324  USGS QUAD   -  NOPAL (1972)
 BP0324
 BP0324                         *CURRENT SURVEY CONTROL
 BP0324  ___________________________________________________________________
 BP0324* NAD 83(1986)-  30 18 34.     (N)    103 59 37.     (W)     SCALED    
 BP0324* NAVD 88     -      1442.980  (meters)    4734.18   (feet)  ADJUSTED  
 BP0324  ___________________________________________________________________
 BP0324  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 BP0324  DYNAMIC HT  -        1440.571 (meters)    4726.27  (feet)  COMP
 BP0324  MODELED GRAV-     978,921.1   (mgal)                       NAVD 88
 BP0324
 BP0324  VERT ORDER  -  FIRST     CLASS II
 BP0324
 BP0324.The horizontal coordinates were scaled from a topographic map and have
 BP0324.an estimated accuracy of +/- 6 seconds.
 BP0324
 BP0324.The orthometric height was determined by differential leveling
 BP0324.and adjusted by the National Geodetic Survey in June 1991..
 BP0324
 BP0324.The geoid height was determined by GEOID03.
 BP0324
 BP0324.The dynamic height is computed by dividing the NAVD 88
 BP0324.geopotential number by the normal gravity value computed on the
 BP0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0324.degrees latitude (g = 980.6199 gals.).
 BP0324
 BP0324.The modeled gravity was interpolated from observed gravity values.
 BP0324
 BP0324;                    North         East    Units  Estimated Accuracy
 BP0324;SPC TXSC     - 4,284,680.      119,830.      MT  (+/- 180 meters Scaled)
 BP0324
 BP0324                          SUPERSEDED SURVEY CONTROL
 BP0324
 BP0324  NGVD 29 (??/??/92) 1442.391  (m)         4732.24   (f) ADJ UNCH    1 2
 BP0324
 BP0324.Superseded values are not recommended for survey control.
 BP0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0324.See file dsdata.txt to determine how the superseded data were derived.
 BP0324
 BP0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP967535(NAD 83)
 BP0324_MARKER: DB = BENCH MARK DISK
 BP0324_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0324_SP_SET: 8 FEET
 BP0324_STAMPING: W 1104 1957
 BP0324_MARK LOGO: CGS   
 BP0324_PROJECTION: PROJECTING 10 CENTIMETERS
 BP0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0324_ROD/PIPE-DEPTH: 2.4  meters
 BP0324
 BP0324  HISTORY     - Date     Condition        Report By
 BP0324  HISTORY     - 1957     MONUMENTED       CGS
 BP0324  HISTORY     - 1981     GOOD             NGS
 BP0324
 BP0324                          STATION DESCRIPTION
 BP0324
 BP0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0324'1.7 MI E FROM MARFA.
 BP0324'ABOUT 1.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0324'STATION AT MARFA, 46 FEET SOUTHWEST OF MILEPOST 631, 90 FEET SOUTHWEST
 BP0324'OF THE SOUTHWEST RAIL, ABOUT 0.3 MILE EAST OF A ROAD CROSSING,
 BP0324'DIRECTLY IN LINE WITH A ROW OF TELEPHONE POLES, 4 1/2 FEET NORTHEAST
 BP0324'OF A FENCE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 BP0324'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 BP0324'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN AN
 BP0324'8-INCH TILE PROJECTING 7 INCHES.
 BP0324
 BP0324                          STATION RECOVERY (1981)
 BP0324
 BP0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0324'2.1 KM (1.3 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0324'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, THENCE 0.5 KM (0.3 MI) NORTH
 BP0324'ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG THE
 BP0324'SOUTHERN PACIFIC RAILROAD, 27.4 METERS (89.9 FT) SOUTHWEST OF THE NEAR
 BP0324'RAIL, 14.0 METERS (45.9 FT) SOUTHWEST OF MILEPOST 631, 10.8 METERS
 BP0324'(35.4 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD, 1.9 METERS (6.2 FT)
 BP0324'NORTHEAST OF A FENCE AND 0.9 METER (3.0 FT) NORTHWEST OF A WOODEN
 BP0324'WITNESS POST.
 BP0324'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BP0324'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0144 ***********************************************************************
 BP0144  DESIGNATION -  W 1105
 BP0144  PID         -  BP0144
 BP0144  STATE/COUNTY-  TX/TERRELL
 BP0144  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0144
 BP0144                         *CURRENT SURVEY CONTROL
 BP0144  ___________________________________________________________________
 BP0144* NAD 83(1986)-  30 08 06.     (N)    102 33 34.     (W)     SCALED    
 BP0144* NAVD 88     -       969.805  (meters)    3181.77   (feet)  ADJUSTED  
 BP0144  ___________________________________________________________________
 BP0144  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BP0144  DYNAMIC HT  -         968.284 (meters)    3176.78  (feet)  COMP
 BP0144  MODELED GRAV-     979,040.8   (mgal)                       NAVD 88
 BP0144
 BP0144  VERT ORDER  -  FIRST     CLASS II
 BP0144
 BP0144.The horizontal coordinates were scaled from a topographic map and have
 BP0144.an estimated accuracy of +/- 6 seconds.
 BP0144
 BP0144.The orthometric height was determined by differential leveling
 BP0144.and adjusted by the National Geodetic Survey in June 1991..
 BP0144
 BP0144.The geoid height was determined by GEOID03.
 BP0144
 BP0144.The dynamic height is computed by dividing the NAVD 88
 BP0144.geopotential number by the normal gravity value computed on the
 BP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0144.degrees latitude (g = 980.6199 gals.).
 BP0144
 BP0144.The modeled gravity was interpolated from observed gravity values.
 BP0144
 BP0144;                    North         East    Units  Estimated Accuracy
 BP0144;SPC TXSC     - 4,260,310.      257,100.      MT  (+/- 180 meters Scaled)
 BP0144
 BP0144                          SUPERSEDED SURVEY CONTROL
 BP0144
 BP0144  NGVD 29 (??/??/92)  969.506  (m)         3180.79   (f) ADJ UNCH    1 2
 BP0144
 BP0144.Superseded values are not recommended for survey control.
 BP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0144.See file dsdata.txt to determine how the superseded data were derived.
 BP0144
 BP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP351362(NAD 83)
 BP0144_MARKER: DB = BENCH MARK DISK
 BP0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0144_STAMPING: W 1105 1957
 BP0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0144+STABILITY: SURFACE MOTION
 BP0144
 BP0144  HISTORY     - Date     Condition        Report By
 BP0144  HISTORY     - 1957     MONUMENTED       CGS
 BP0144  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0144
 BP0144                          STATION DESCRIPTION
 BP0144
 BP0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0144'5.15 MI E FROM LONGFELLOW.
 BP0144'ABOUT 5.15 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0144'THE SECTION FOREMANS HOUSE AT LONGFELLOW, 120 FEET NORTHWEST OF AND
 BP0144'ACROSS THE TRACK FROM MILEPOST 527, 30 FEET NORTH OF THE NORTH RAIL,
 BP0144'ABOUT 0.5 MILE EAST OF THE TERRELL-PECOS COUNTY LINE, 0.2 MILE WEST OF
 BP0144'A ROAD CROSSING, 4 1/2 RAILS EAST OF SEMAPHORE NUMBER 527.1, 97 FEET
 BP0144'SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 90, 15 FEET EAST OF A
 BP0144'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1 1/2 FEET WEST
 BP0144'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BP0144'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BP0144
 BP0144                          STATION RECOVERY (1981)
 BP0144
 BP0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0144'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0063 ***********************************************************************
 BP0063  DESIGNATION -  W 1106
 BP0063  PID         -  BP0063
 BP0063  STATE/COUNTY-  TX/TERRELL
 BP0063  USGS QUAD   -  SANDERSON SE (1969)
 BP0063
 BP0063                         *CURRENT SURVEY CONTROL
 BP0063  ___________________________________________________________________
 BP0063* NAD 83(1986)-  30 04 22.     (N)    102 15 11.     (W)     SCALED    
 BP0063* NAVD 88     -       733.960  (meters)    2408.00   (feet)  ADJUSTED  
 BP0063  ___________________________________________________________________
 BP0063  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 BP0063  DYNAMIC HT  -         732.845 (meters)    2404.34  (feet)  COMP
 BP0063  MODELED GRAV-     979,100.2   (mgal)                       NAVD 88
 BP0063
 BP0063  VERT ORDER  -  FIRST     CLASS II
 BP0063
 BP0063.The horizontal coordinates were scaled from a topographic map and have
 BP0063.an estimated accuracy of +/- 6 seconds.
 BP0063
 BP0063.The orthometric height was determined by differential leveling
 BP0063.and adjusted by the National Geodetic Survey in June 1991..
 BP0063
 BP0063.The geoid height was determined by GEOID03.
 BP0063
 BP0063.The dynamic height is computed by dividing the NAVD 88
 BP0063.geopotential number by the normal gravity value computed on the
 BP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0063.degrees latitude (g = 980.6199 gals.).
 BP0063
 BP0063.The modeled gravity was interpolated from observed gravity values.
 BP0063
 BP0063;                    North         East    Units  Estimated Accuracy
 BP0063;SPC TXSC     - 4,252,560.      286,410.      MT  (+/- 180 meters Scaled)
 BP0063
 BP0063                          SUPERSEDED SURVEY CONTROL
 BP0063
 BP0063  NGVD 29 (??/??/92)  733.744  (m)         2407.29   (f) ADJ UNCH    1 2
 BP0063
 BP0063.Superseded values are not recommended for survey control.
 BP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0063.See file dsdata.txt to determine how the superseded data were derived.
 BP0063
 BP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP647300(NAD 83)
 BP0063_MARKER: DB = BENCH MARK DISK
 BP0063_SETTING: 66 = SET IN ROCK OUTCROP
 BP0063_SP_SET: ROCK OUTCROP
 BP0063_STAMPING: W 1106 1957
 BP0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0063+STABILITY: POSITION/ELEVATION WELL
 BP0063
 BP0063  HISTORY     - Date     Condition        Report By
 BP0063  HISTORY     - 1957     MONUMENTED       CGS
 BP0063  HISTORY     - 1958     GOOD             NGS
 BP0063
 BP0063                          STATION DESCRIPTION
 BP0063
 BP0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0063'8.85 MI NW FROM DRYDEN.
 BP0063'ABOUT 8.85 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0063'FROM THE STATION AT DRYDEN, 7 FEET NORTHWEST OF THE 1ST POLE SOUTHEAST
 BP0063'OF MILEPOST 494, IN THE TOP OF A FLAT ROCK OUTCROP WHICH IS FLUSH WITH
 BP0063'THE GROUND, 56 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AT THE NORTHWEST
 BP0063'END OF A DEEP FILL ACROSS A CANYON, IN LINE WITH A ROW OF TELEPHONE
 BP0063'POLES, 41 FEET NORTHEAST OF A FENCE, AND ABOUT 8 FEET BELOW THE LEVEL
 BP0063'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0325 ***********************************************************************
 AZ0325  DESIGNATION -  W 1107
 AZ0325  PID         -  AZ0325
 AZ0325  STATE/COUNTY-  TX/TERRELL
 AZ0325  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0325
 AZ0325                         *CURRENT SURVEY CONTROL
 AZ0325  ___________________________________________________________________
 AZ0325* NAD 83(1986)-  29 57 34.     (N)    101 51 54.     (W)     SCALED    
 AZ0325* NAVD 88     -       485.529  (meters)    1592.94   (feet)  ADJUSTED  
 AZ0325  ___________________________________________________________________
 AZ0325  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AZ0325  DYNAMIC HT  -         484.804 (meters)    1590.56  (feet)  COMP
 AZ0325  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 AZ0325
 AZ0325  VERT ORDER  -  FIRST     CLASS II
 AZ0325
 AZ0325.The horizontal coordinates were scaled from a topographic map and have
 AZ0325.an estimated accuracy of +/- 6 seconds.
 AZ0325
 AZ0325.The orthometric height was determined by differential leveling
 AZ0325.and adjusted by the National Geodetic Survey in June 1991..
 AZ0325
 AZ0325.The geoid height was determined by GEOID03.
 AZ0325
 AZ0325.The dynamic height is computed by dividing the NAVD 88
 AZ0325.geopotential number by the normal gravity value computed on the
 AZ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0325.degrees latitude (g = 980.6199 gals.).
 AZ0325
 AZ0325.The modeled gravity was interpolated from observed gravity values.
 AZ0325
 AZ0325;                    North         East    Units  Estimated Accuracy
 AZ0325;SPC TXSC     - 4,239,020.      323,500.      MT  (+/- 180 meters Scaled)
 AZ0325
 AZ0325                          SUPERSEDED SURVEY CONTROL
 AZ0325
 AZ0325  NGVD 29 (??/??/92)  485.372  (m)         1592.42   (f) ADJ UNCH    1 2
 AZ0325
 AZ0325.Superseded values are not recommended for survey control.
 AZ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0325.See file dsdata.txt to determine how the superseded data were derived.
 AZ0325
 AZ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU235177(NAD 83)
 AZ0325_MARKER: DB = BENCH MARK DISK
 AZ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0325_STAMPING: W 1107 1957
 AZ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0325+STABILITY: SURFACE MOTION
 AZ0325
 AZ0325  HISTORY     - Date     Condition        Report By
 AZ0325  HISTORY     - 1957     MONUMENTED       CGS
 AZ0325  HISTORY     - 1958     GOOD             NGS
 AZ0325
 AZ0325                          STATION DESCRIPTION
 AZ0325
 AZ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0325'19.3 MI SE FROM DRYDEN.
 AZ0325'ABOUT 19.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0325'FROM THE STATION AT DRYDEN, 14 1/2 FEET SOUTHWEST OF THE 4TH POLE
 AZ0325'SOUTHEAST OF MILEPOST 466, 51 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 AZ0325'THE MAIN TRACK, ABOUT 0.15 MILE SOUTHEAST OF THE MALVADO STATION SIGN,
 AZ0325'36 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK, 3 1/2 FEET
 AZ0325'SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, 2 1/2 FEET NORTHWEST OF
 AZ0325'A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 AZ0325'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0005 ***********************************************************************
 BQ0005  DESIGNATION -  W 1108
 BQ0005  PID         -  BQ0005
 BQ0005  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0005  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0005
 BQ0005                         *CURRENT SURVEY CONTROL
 BQ0005  ___________________________________________________________________
 BQ0005* NAD 83(1986)-  30 34 44.     (N)    104 29 15.     (W)     SCALED    
 BQ0005* NAVD 88     -      1354.684  (meters)    4444.49   (feet)  ADJUSTED  
 BQ0005  ___________________________________________________________________
 BQ0005  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BQ0005  DYNAMIC HT  -        1352.447 (meters)    4437.15  (feet)  COMP
 BQ0005  MODELED GRAV-     978,943.5   (mgal)                       NAVD 88
 BQ0005
 BQ0005  VERT ORDER  -  FIRST     CLASS II
 BQ0005
 BQ0005.The horizontal coordinates were scaled from a topographic map and have
 BQ0005.an estimated accuracy of +/- 6 seconds.
 BQ0005
 BQ0005.The orthometric height was determined by differential leveling
 BQ0005.and adjusted by the National Geodetic Survey in June 1991..
 BQ0005
 BQ0005.The geoid height was determined by GEOID03.
 BQ0005
 BQ0005.The dynamic height is computed by dividing the NAVD 88
 BQ0005.geopotential number by the normal gravity value computed on the
 BQ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0005.degrees latitude (g = 980.6199 gals.).
 BQ0005
 BQ0005.The modeled gravity was interpolated from observed gravity values.
 BQ0005
 BQ0005;                    North         East    Units  Estimated Accuracy
 BQ0005;SPC TX C     - 3,108,560.      301,660.      MT  (+/- 180 meters Scaled)
 BQ0005
 BQ0005                          SUPERSEDED SURVEY CONTROL
 BQ0005
 BQ0005  NGVD 29 (??/??/92) 1354.091  (m)         4442.55   (f) ADJ UNCH    1 2
 BQ0005
 BQ0005.Superseded values are not recommended for survey control.
 BQ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0005.See file dsdata.txt to determine how the superseded data were derived.
 BQ0005
 BQ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP491830(NAD 83)
 BQ0005_MARKER: DB = BENCH MARK DISK
 BQ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0005_STAMPING: W 1108 1957
 BQ0005_MARK LOGO: CGS   
 BQ0005_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0005+STABILITY: SURFACE MOTION
 BQ0005
 BQ0005  HISTORY     - Date     Condition        Report By
 BQ0005  HISTORY     - 1957     MONUMENTED       CGS
 BQ0005  HISTORY     - 1981     GOOD             NGS
 BQ0005  HISTORY     - 19961009 GOOD             USPSQD
 BQ0005
 BQ0005                          STATION DESCRIPTION
 BQ0005
 BQ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0005'0.8 MI SE FROM VALENTINE.
 BQ0005'ABOUT 0.8 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0005'THE STATION AT VALENTINE, 5 FEET SOUTHWEST OF MILEPOST 667, 47 FEET
 BQ0005'SOUTHWEST OF THE SOUTHWEST RAIL, 4 POLES SOUTHEAST OF A ROAD CROSSING,
 BQ0005'110 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 90, 149 FEET
 BQ0005'NORTH OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A HIGHWAY
 BQ0005'CULVERT, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 BQ0005'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0005'PROJECTING 6 INCHES.
 BQ0005
 BQ0005                          STATION RECOVERY (1981)
 BQ0005
 BQ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0005'2.0 KM (1.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0005'IN VALENTINE, 33.5 METERS (110.0 FT) NORTHEAST OF THE CENTERLINE OF
 BQ0005'THE HIGHWAY, 14.3 METERS (47.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0005'SOUTHERN PACIFIC RAILROAD, 1.5 METERS (5.0 FT) SOUTHWEST OF RAILROAD
 BQ0005'MILE POST 667, AND 0.6 METER (2.0 FT) SOUTHEAST OF A 4X4 INCH WOODEN
 BQ0005'WITNESS POST.
 BQ0005'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0005'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0005
 BQ0005                          STATION RECOVERY (1996)
 BQ0005
 BQ0005'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0525 ***********************************************************************
 CU0525  DESIGNATION -  W 111
 CU0525  PID         -  CU0525
 CU0525  STATE/COUNTY-  TX/HOWARD
 CU0525  USGS QUAD   -  LEES (1971)
 CU0525
 CU0525                         *CURRENT SURVEY CONTROL
 CU0525  ___________________________________________________________________
 CU0525* NAD 83(1986)-  32 04 22.     (N)    101 24 52.     (W)     SCALED    
 CU0525* NAVD 88     -       812.500  (meters)    2665.68   (feet)  ADJUSTED  
 CU0525  ___________________________________________________________________
 CU0525  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CU0525  DYNAMIC HT  -         811.382 (meters)    2662.01  (feet)  COMP
 CU0525  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 CU0525
 CU0525  VERT ORDER  -  FIRST     CLASS II
 CU0525
 CU0525.The horizontal coordinates were scaled from a topographic map and have
 CU0525.an estimated accuracy of +/- 6 seconds.
 CU0525
 CU0525.The orthometric height was determined by differential leveling
 CU0525.and adjusted by the National Geodetic Survey in June 1991..
 CU0525
 CU0525.The geoid height was determined by GEOID03.
 CU0525
 CU0525.The dynamic height is computed by dividing the NAVD 88
 CU0525.geopotential number by the normal gravity value computed on the
 CU0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0525.degrees latitude (g = 980.6199 gals.).
 CU0525
 CU0525.The modeled gravity was interpolated from observed gravity values.
 CU0525
 CU0525;                    North         East    Units  Estimated Accuracy
 CU0525;SPC TXNC     - 2,048,850.      324,850.      MT  (+/- 180 meters Scaled)
 CU0525
 CU0525                          SUPERSEDED SURVEY CONTROL
 CU0525
 CU0525  NGVD 29 (??/??/92)  812.239  (m)         2664.82   (f) ADJ UNCH    1 2
 CU0525
 CU0525.Superseded values are not recommended for survey control.
 CU0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0525.See file dsdata.txt to determine how the superseded data were derived.
 CU0525
 CU0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA720510(NAD 83)
 CU0525_MARKER: DB = BENCH MARK DISK
 CU0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0525_STAMPING: 2664.821 W 111 1933
 CU0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0525+STABILITY: SURFACE MOTION
 CU0525
 CU0525  HISTORY     - Date     Condition        Report By
 CU0525  HISTORY     - 1933     MONUMENTED       CGS
 CU0525
 CU0525                          STATION DESCRIPTION
 CU0525
 CU0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CU0525'15.8 MI SE FROM BIG SPRING.
 CU0525'15.8 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM BIG SPRING, HOWARD
 CU0525'COUNTY, ON THE OLD HIGHWAY, 300 FEET NORTH OF THE JUNCTION OF A ROAD
 CU0525'LEADING WEST, NORTHEAST OF A GARAGE, AND 45 FEET EAST OF THE CENTER
 CU0525'LINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 2664.821 W 111 1933
 CU0525'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 CU0525'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0296 ***********************************************************************
 AZ0296  DESIGNATION -  W 1110
 AZ0296  PID         -  AZ0296
 AZ0296  STATE/COUNTY-  TX/VAL VERDE
 AZ0296  USGS QUAD   -  
 AZ0296
 AZ0296                         *CURRENT SURVEY CONTROL
 AZ0296  ___________________________________________________________________
 AZ0296* NAD 83(1986)-  29 22 18.     (N)    101 00 02.     (W)     SCALED    
 AZ0296* NAVD 88     -       282.107  (meters)     925.55   (feet)  POSTED    
 AZ0296  ___________________________________________________________________
 AZ0296  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AZ0296  DYNAMIC HT  -         281.690 (meters)     924.18  (feet)  COMP
 AZ0296  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 AZ0296
 AZ0296  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0296
 AZ0296.The horizontal coordinates were scaled from a topographic map and have
 AZ0296.an estimated accuracy of +/- 6 seconds.
 AZ0296
 AZ0296.The orthometric height was determined by differential leveling
 AZ0296.and adjusted by the National Geodetic Survey in 1992..
 AZ0296.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0296.rate of 0.0 thru 1.0 mm/km.
 AZ0296
 AZ0296.The geoid height was determined by GEOID03.
 AZ0296
 AZ0296.The dynamic height is computed by dividing the NAVD 88
 AZ0296.geopotential number by the normal gravity value computed on the
 AZ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0296.degrees latitude (g = 980.6199 gals.).
 AZ0296
 AZ0296.The modeled gravity was interpolated from observed gravity values.
 AZ0296
 AZ0296;                    North         East    Units  Estimated Accuracy
 AZ0296;SPC TXSC     - 4,172,150.      405,810.      MT  (+/- 180 meters Scaled)
 AZ0296
 AZ0296                          SUPERSEDED SURVEY CONTROL
 AZ0296
 AZ0296  NGVD 29 (??/??/92)  282.052  (m)          925.37   (f) ADJ UNCH    1 2
 AZ0296
 AZ0296.Superseded values are not recommended for survey control.
 AZ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0296.See file dsdata.txt to determine how the superseded data were derived.
 AZ0296
 AZ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT058508(NAD 83)
 AZ0296_MARKER: DB = BENCH MARK DISK
 AZ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0296_STAMPING: W 1110 1957
 AZ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0296+STABILITY: SURFACE MOTION
 AZ0296
 AZ0296  HISTORY     - Date     Condition        Report By
 AZ0296  HISTORY     - 1957     MONUMENTED       CGS
 AZ0296  HISTORY     - 1958     GOOD             NGS
 AZ0296
 AZ0296                          STATION DESCRIPTION
 AZ0296
 AZ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0296'6.2 MI W FROM DEL RIO.
 AZ0296'ABOUT 6.2 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0296'STATION AT DEL RIO, 70 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE
 AZ0296'7TH POLE EAST-SOUTHEAST OF MILEPOST 385, 26 FEET NORTH-NORTHEAST OF
 AZ0296'THE NEAR RAIL, 3 FEET SOUTH OF A FENCE, 3 FEET WEST OF A WHITE WOODEN
 AZ0296'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 AZ0296'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0258 ***********************************************************************
 AZ0258  DESIGNATION -  W 1111
 AZ0258  PID         -  AZ0258
 AZ0258  STATE/COUNTY-  TX/VAL VERDE
 AZ0258  USGS QUAD   -  COMSTOCK (1972)
 AZ0258
 AZ0258                         *CURRENT SURVEY CONTROL
 AZ0258  ___________________________________________________________________
 AZ0258* NAD 83(1986)-  29 41 27.     (N)    101 11 02.     (W)     SCALED    
 AZ0258* NAVD 88     -       472.571  (meters)    1550.43   (feet)  ADJUSTED  
 AZ0258  ___________________________________________________________________
 AZ0258  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0258  DYNAMIC HT  -         471.879 (meters)    1548.16  (feet)  COMP
 AZ0258  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 AZ0258
 AZ0258  VERT ORDER  -  FIRST     CLASS II
 AZ0258
 AZ0258.The horizontal coordinates were scaled from a topographic map and have
 AZ0258.an estimated accuracy of +/- 6 seconds.
 AZ0258
 AZ0258.The orthometric height was determined by differential leveling
 AZ0258.and adjusted by the National Geodetic Survey in June 1991..
 AZ0258
 AZ0258.The geoid height was determined by GEOID03.
 AZ0258
 AZ0258.The dynamic height is computed by dividing the NAVD 88
 AZ0258.geopotential number by the normal gravity value computed on the
 AZ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0258.degrees latitude (g = 980.6199 gals.).
 AZ0258
 AZ0258.The modeled gravity was interpolated from observed gravity values.
 AZ0258
 AZ0258;                    North         East    Units  Estimated Accuracy
 AZ0258;SPC TXSC     - 4,207,830.      388,670.      MT  (+/- 180 meters Scaled)
 AZ0258
 AZ0258                          SUPERSEDED SURVEY CONTROL
 AZ0258
 AZ0258  NGVD 29 (??/??/92)  472.458  (m)         1550.06   (f) ADJ UNCH    1 2
 AZ0258
 AZ0258.Superseded values are not recommended for survey control.
 AZ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0258.See file dsdata.txt to determine how the superseded data were derived.
 AZ0258
 AZ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT886865(NAD 83)
 AZ0258_MARKER: DB = BENCH MARK DISK
 AZ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0258_STAMPING: W 1111 1957
 AZ0258_MARK LOGO: CGS   
 AZ0258_PROJECTION: PROJECTING 15 CENTIMETERS
 AZ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0258+STABILITY: SURFACE MOTION
 AZ0258
 AZ0258  HISTORY     - Date     Condition        Report By
 AZ0258  HISTORY     - 1957     MONUMENTED       CGS
 AZ0258  HISTORY     - 1958     GOOD             NGS
 AZ0258  HISTORY     - 1981     GOOD             NGS
 AZ0258  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0258
 AZ0258                          STATION DESCRIPTION
 AZ0258
 AZ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0258'0.8 MI W FROM COMSTOCK.
 AZ0258'ABOUT 0.8 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0258'STATION AT COMSTOCK, 12 POLES WEST OF MILEPOST 414, 34 FEET SOUTH OF
 AZ0258'THE SOUTH RAIL, 45 FEET NORTH OF THE CENTER LINE OF A ROAD, 9 FEET
 AZ0258'WEST OF A TELEPHONE POLE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 AZ0258'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 AZ0258'CONCRETE POST PROJECTING 6 INCHES.
 AZ0258
 AZ0258                          STATION RECOVERY (1981)
 AZ0258
 AZ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0258'0.2 KM (0.1 MI) SOUTH ALONG A PAVED STREET FROM THE JUNCTION OF U.S.
 AZ0258'HIGHWAY 90 AND STATE HIGHWAY 163 IN COMSTOCK, THENCE 1.2 KM (0.75 MI)
 AZ0258'NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD, 16.2 METERS (53.1 FT)
 AZ0258'EAST-SOUTHEAST OF A UTILITY POLE, 13.8 METERS (45.3 FT) NORTHEAST OF
 AZ0258'THE CENTER OF A GRAVELED ROAD AND 10.6 METERS (34.8 FT) SOUTHWEST OF
 AZ0258'THE NEAR RAIL.
 AZ0258'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 AZ0258'THE MARK IS 1.2 M BELOW THE TRACKS.
 AZ0258
 AZ0258                          STATION RECOVERY (1998)
 AZ0258
 AZ0258'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0228 ***********************************************************************
 CD0228  DESIGNATION -  W 1112 RESET 1958
 CD0228  PID         -  CD0228
 CD0228  STATE/COUNTY-  TX/CULBERSON
 CD0228  USGS QUAD   -  VAN HORN (1979)
 CD0228
 CD0228                         *CURRENT SURVEY CONTROL
 CD0228  ___________________________________________________________________
 CD0228* NAD 83(1986)-  31 00 41.     (N)    104 49 36.     (W)     SCALED    
 CD0228* NAVD 88     -      1216.908  (meters)    3992.47   (feet)  ADJUSTED  
 CD0228  ___________________________________________________________________
 CD0228  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0228  DYNAMIC HT  -        1214.989 (meters)    3986.18  (feet)  COMP
 CD0228  MODELED GRAV-     979,021.6   (mgal)                       NAVD 88
 CD0228
 CD0228  VERT ORDER  -  FIRST     CLASS II
 CD0228
 CD0228.The horizontal coordinates were scaled from a topographic map and have
 CD0228.an estimated accuracy of +/- 6 seconds.
 CD0228
 CD0228.The orthometric height was determined by differential leveling
 CD0228.and adjusted by the National Geodetic Survey in June 1991..
 CD0228
 CD0228.The geoid height was determined by GEOID03.
 CD0228
 CD0228.The dynamic height is computed by dividing the NAVD 88
 CD0228.geopotential number by the normal gravity value computed on the
 CD0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0228.degrees latitude (g = 980.6199 gals.).
 CD0228
 CD0228.The modeled gravity was interpolated from observed gravity values.
 CD0228
 CD0228;                    North         East    Units  Estimated Accuracy
 CD0228;SPC TX C     - 3,157,730.      271,090.      MT  (+/- 180 meters Scaled)
 CD0228
 CD0228                          SUPERSEDED SURVEY CONTROL
 CD0228
 CD0228.No superseded survey control is available for this station.
 CD0228
 CD0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ165308(NAD 83)
 CD0228_MARKER: DB = BENCH MARK DISK
 CD0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0228_STAMPING: W 1112 RESET 1958
 CD0228_MARK LOGO: CGS   
 CD0228_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0228+STABILITY: SURFACE MOTION
 CD0228
 CD0228  HISTORY     - Date     Condition        Report By
 CD0228  HISTORY     - 1958     MONUMENTED       CGS
 CD0228  HISTORY     - 1981     GOOD             NGS
 CD0228
 CD0228                          STATION DESCRIPTION
 CD0228
 CD0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0228'2.1 MI S FROM VAN HORN.
 CD0228'ABOUT 2.1 MILES SOUTH ALONG U. S. HIGHWAY 90 FROM THE JUNCTION OF U.
 CD0228'S. HIGHWAY 80 AT VAN HORN, 68 FEET WEST-SOUTHWEST OF THE CENTER LINE
 CD0228'OF THE HIGHWAY, 11 1/2 FEET EAST-NORTHEAST OF A POWER POLE, 6 1/2 FEET
 CD0228'WEST-SOUTHWEST OF A FENCE, 2 FEET WEST OF A CONCRETE WITNESS POST,
 CD0228'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CD0228'CONCRETE POST PROJECTING 6 INCHES.
 CD0228
 CD0228                          STATION RECOVERY (1981)
 CD0228
 CD0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0228'2.8 KM (1.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 CD0228'WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 0.2 KM (0.1 MI) NORTH OF A
 CD0228'PRIVATE DRIVEWAY LEADING EAST, 20.7 METERS (68.0 FT) WEST-SOUTHWEST OF
 CD0228'THE CENTERLINE OF THE HIGHWAY, AND 7.3 METERS (24.0 FT) EAST-NORTHEAST
 CD0228'OF A UTILITY POLE.
 CD0228'THE MARK IS 2.0 METERS  WSW FROM  A WITNESS POST AND FENCE
 CD0228'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0355 ***********************************************************************
 AZ0355  DESIGNATION -  W 1113
 AZ0355  PID         -  AZ0355
 AZ0355  STATE/COUNTY-  TX/VAL VERDE
 AZ0355  USGS QUAD   -  PUMPVILLE (1980)
 AZ0355
 AZ0355                         *CURRENT SURVEY CONTROL
 AZ0355  ___________________________________________________________________
 AZ0355* NAD 83(1986)-  29 52 48.     (N)    101 38 20.     (W)     SCALED    
 AZ0355* NAVD 88     -       484.278  (meters)    1588.84   (feet)  ADJUSTED  
 AZ0355  ___________________________________________________________________
 AZ0355  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AZ0355  DYNAMIC HT  -         483.548 (meters)    1586.44  (feet)  COMP
 AZ0355  MODELED GRAV-     979,120.5   (mgal)                       NAVD 88
 AZ0355
 AZ0355  VERT ORDER  -  FIRST     CLASS II
 AZ0355
 AZ0355.The horizontal coordinates were scaled from a topographic map and have
 AZ0355.an estimated accuracy of +/- 6 seconds.
 AZ0355
 AZ0355.The orthometric height was determined by differential leveling
 AZ0355.and adjusted by the National Geodetic Survey in June 1991..
 AZ0355
 AZ0355.The geoid height was determined by GEOID03.
 AZ0355
 AZ0355.The dynamic height is computed by dividing the NAVD 88
 AZ0355.geopotential number by the normal gravity value computed on the
 AZ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0355.degrees latitude (g = 980.6199 gals.).
 AZ0355
 AZ0355.The modeled gravity was interpolated from observed gravity values.
 AZ0355
 AZ0355;                    North         East    Units  Estimated Accuracy
 AZ0355;SPC TXSC     - 4,229,700.      345,120.      MT  (+/- 180 meters Scaled)
 AZ0355
 AZ0355                          SUPERSEDED SURVEY CONTROL
 AZ0355
 AZ0355  NGVD 29 (??/??/92)  484.133  (m)         1588.36   (f) ADJ UNCH    1 2
 AZ0355
 AZ0355.Superseded values are not recommended for survey control.
 AZ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0355.See file dsdata.txt to determine how the superseded data were derived.
 AZ0355
 AZ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU451084(NAD 83)
 AZ0355_MARKER: DB = BENCH MARK DISK
 AZ0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AZ0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AZ0355_STAMPING: W 1113 1957
 AZ0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0355
 AZ0355  HISTORY     - Date     Condition        Report By
 AZ0355  HISTORY     - 1957     MONUMENTED       CGS
 AZ0355  HISTORY     - 1958     GOOD             NGS
 AZ0355
 AZ0355                          STATION DESCRIPTION
 AZ0355
 AZ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0355'6.35 MI NW FROM LANGTRY.
 AZ0355'ABOUT 6.35 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0355'FROM THE STATION AT LANGTRY, 105 FEET WEST OF THE 6TH POLE NORTHWEST
 AZ0355'OF MILEPOST 449, 96 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 124 FEET
 AZ0355'SOUTHEAST OF A FENCE CORNER IN AN OFFSET IN THE RIGHT OF WAY FENCE, 2
 AZ0355'1/2 FEET NORTHEAST OF A FENCE, ABOUT 7 FEET BELOW THE LEVEL OF THE
 AZ0355'TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0448 ***********************************************************************
 BP0448  DESIGNATION -  W 1114
 BP0448  PID         -  BP0448
 BP0448  STATE/COUNTY-  TX/JEFF DAVIS
 BP0448  USGS QUAD   -  FORT DAVIS (1972)
 BP0448
 BP0448                         *CURRENT SURVEY CONTROL
 BP0448  ___________________________________________________________________
 BP0448* NAD 83(1986)-  30 34 43.     (N)    103 52 55.     (W)     SCALED    
 BP0448* NAVD 88     -      1505.583  (meters)    4939.57   (feet)  ADJUSTED  
 BP0448  ___________________________________________________________________
 BP0448  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 BP0448  DYNAMIC HT  -        1503.123 (meters)    4931.50  (feet)  COMP
 BP0448  MODELED GRAV-     978,953.5   (mgal)                       NAVD 88
 BP0448  OBS GRAVITY -     978,953.7   (mgal)                       GRAV_OBS
 BP0448
 BP0448  VERT ORDER  -  FIRST     CLASS I
 BP0448
 BP0448.The horizontal coordinates were scaled from a topographic map and have
 BP0448.an estimated accuracy of +/- 6 seconds.
 BP0448
 BP0448.The orthometric height was determined by differential leveling
 BP0448.and adjusted by the National Geodetic Survey in June 1991..
 BP0448
 BP0448.The geoid height was determined by GEOID03.
 BP0448
 BP0448.The dynamic height is computed by dividing the NAVD 88
 BP0448.geopotential number by the normal gravity value computed on the
 BP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0448.degrees latitude (g = 980.6199 gals.).
 BP0448
 BP0448.The modeled gravity was interpolated from observed gravity values.
 BP0448.The observed gravity was obtained from relative gravimeter ties
 BP0448.to the IGSN71 gravity network.
 BP0448
 BP0448;                    North         East    Units  Estimated Accuracy
 BP0448;SPC TX C     - 3,106,520.      359,700.      MT  (+/- 180 meters Scaled)
 BP0448
 BP0448                          SUPERSEDED SURVEY CONTROL
 BP0448
 BP0448  NGVD 29 (??/??/92) 1505.043  (m)         4937.80   (f) ADJ UNCH    1 1
 BP0448
 BP0448.Superseded values are not recommended for survey control.
 BP0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0448.See file dsdata.txt to determine how the superseded data were derived.
 BP0448
 BP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP072834(NAD 83)
 BP0448_MARKER: DB = BENCH MARK DISK
 BP0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0448_STAMPING: W 1114 1958
 BP0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0448+STABILITY: SURFACE MOTION
 BP0448
 BP0448  HISTORY     - Date     Condition        Report By
 BP0448  HISTORY     - 1958     MONUMENTED       CGS
 BP0448  HISTORY     - 1977     GOOD             NGS
 BP0448  HISTORY     - 1989     GOOD             USPSQD
 BP0448  HISTORY     - 1990     GOOD             USPSQD
 BP0448  HISTORY     - 19961007 GOOD             USPSQD
 BP0448  HISTORY     - 20030322 GOOD             USPSQD
 BP0448
 BP0448                          STATION DESCRIPTION
 BP0448
 BP0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0448'1.0 MI SE FROM FORT DAVIS.
 BP0448'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0448'COURTHOUSE AT FORT DAVIS, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 BP0448'HIGHWAY, EAST OF AND ACROSS THE HIGHWAY FROM A LARGE RANCH STYLE HOME,
 BP0448'42 FEET NORTHWEST OF THE CENTER OF THE SOUTHWEST ENTRANCE TO THE SAN
 BP0448'JOSEPH CEMETERY, 2 FEET SOUTHWEST OF THE CEMETERY FENCE, 2 1/2 FEET
 BP0448'SOUTHEAST OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE
 BP0448'POST PROJECTING 3 INCHES, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 BP0448'HIGHWAY.
 BP0448
 BP0448                          STATION RECOVERY (1977)
 BP0448
 BP0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0448'RECOVERED IN GOOD CONDITION.
 BP0448
 BP0448                          STATION RECOVERY (1989)
 BP0448
 BP0448'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0448'RECOVERED IN GOOD CONDITION.
 BP0448
 BP0448                          STATION RECOVERY (1990)
 BP0448
 BP0448'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BP0448'RECOVERED IN GOOD CONDITION.
 BP0448
 BP0448                          STATION RECOVERY (1996)
 BP0448
 BP0448'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0448'RECOVERED IN GOOD CONDITION.
 BP0448
 BP0448                          STATION RECOVERY (2003)
 BP0448
 BP0448'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0514 ***********************************************************************
 BP0514  DESIGNATION -  W 1115
 BP0514  PID         -  BP0514
 BP0514  STATE/COUNTY-  TX/REEVES
 BP0514  USGS QUAD   -  TOYAHVALE (1972)
 BP0514
 BP0514                         *CURRENT SURVEY CONTROL
 BP0514  ___________________________________________________________________
 BP0514* NAD 83(1986)-  30 58 07.     (N)    103 46 04.     (W)     SCALED    
 BP0514* NAVD 88     -       993.130  (meters)    3258.29   (feet)  POSTED    
 BP0514  ___________________________________________________________________
 BP0514  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 BP0514  DYNAMIC HT  -         991.620 (meters)    3253.34  (feet)  COMP
 BP0514  MODELED GRAV-     979,085.9   (mgal)                       NAVD 88
 BP0514
 BP0514  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0514
 BP0514.The horizontal coordinates were scaled from a topographic map and have
 BP0514.an estimated accuracy of +/- 6 seconds.
 BP0514
 BP0514.The orthometric height was determined by differential leveling
 BP0514.and adjusted by the National Geodetic Survey in 1992..
 BP0514.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0514.rate of 2.1 thru 3.0 mm/km.
 BP0514
 BP0514.The geoid height was determined by GEOID03.
 BP0514
 BP0514.The dynamic height is computed by dividing the NAVD 88
 BP0514.geopotential number by the normal gravity value computed on the
 BP0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0514.degrees latitude (g = 980.6199 gals.).
 BP0514
 BP0514.The modeled gravity was interpolated from observed gravity values.
 BP0514
 BP0514;                    North         East    Units  Estimated Accuracy
 BP0514;SPC TX C     - 3,149,390.      371,980.      MT  (+/- 180 meters Scaled)
 BP0514
 BP0514                          SUPERSEDED SURVEY CONTROL
 BP0514
 BP0514  NGVD 29 (??/??/92)  992.815  (m)         3257.26   (f) ADJ UNCH    2 0
 BP0514
 BP0514.Superseded values are not recommended for survey control.
 BP0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0514.See file dsdata.txt to determine how the superseded data were derived.
 BP0514
 BP0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ176267(NAD 83)
 BP0514_MARKER: DB = BENCH MARK DISK
 BP0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0514_STAMPING: W 1115 1958
 BP0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0514+STABILITY: SURFACE MOTION
 BP0514
 BP0514  HISTORY     - Date     Condition        Report By
 BP0514  HISTORY     - 1958     MONUMENTED       CGS
 BP0514  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0514
 BP0514                          STATION DESCRIPTION
 BP0514
 BP0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0514'2.35 MI NE FROM TOYAHVALE.
 BP0514'ABOUT 2.35 MILES NORTHEAST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 17
 BP0514'FROM THE POST OFFICE AT TOYAHVALE, 2.05 MILES SOUTHWEST OF THE POST
 BP0514'OFFICE AT BALMORHEA, 62 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BP0514'ON THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY WITH TANGENTS NORTHEAST
 BP0514'AND SOUTH-SOUTHEAST, 42 FEET EAST-SOUTHEAST OF THE SOUTH-SOUTHEAST
 BP0514'CORNER OF A SMALL WHITE HOUSE, 55 FEET SOUTH OF THE CENTER LINE OF A
 BP0514'DRIVEWAY, 12 FEET EAST-NORTHEAST OF A 26-INCH COTTONWOOD TREE, 9 1/2
 BP0514'FEET SOUTH OF A 14-INCH COTTONWOOD TREE, 1 FOOT EAST OF A PICKET
 BP0514'FENCE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, IN THE TOP OF
 BP0514'A CONCRETE POST PROJECTING 4 INCHES, AND ABOUT 1 FOOT BELOW THE LEVEL
 BP0514'OF THE HIGHWAY.
 BP0514
 BP0514                          STATION RECOVERY (1996)
 BP0514
 BP0514'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0382 ***********************************************************************
 BO0382  DESIGNATION -  W 1116
 BO0382  PID         -  BO0382
 BO0382  STATE/COUNTY-  TX/TERRELL
 BO0382  USGS QUAD   -  HORSEHEAD CANYON (1967)
 BO0382
 BO0382                         *CURRENT SURVEY CONTROL
 BO0382  ___________________________________________________________________
 BO0382* NAD 83(1986)-  30 33 13.     (N)    101 54 00.     (W)     SCALED    
 BO0382* NAVD 88     -       697.069  (meters)    2286.97   (feet)  ADJUSTED  
 BO0382  ___________________________________________________________________
 BO0382  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BO0382  DYNAMIC HT  -         696.037 (meters)    2283.58  (feet)  COMP
 BO0382  MODELED GRAV-     979,139.1   (mgal)                       NAVD 88
 BO0382
 BO0382  VERT ORDER  -  SECOND    CLASS 0
 BO0382
 BO0382.The horizontal coordinates were scaled from a topographic map and have
 BO0382.an estimated accuracy of +/- 6 seconds.
 BO0382
 BO0382.The orthometric height was determined by differential leveling
 BO0382.and adjusted by the National Geodetic Survey in June 1991..
 BO0382
 BO0382.The geoid height was determined by GEOID03.
 BO0382
 BO0382.The dynamic height is computed by dividing the NAVD 88
 BO0382.geopotential number by the normal gravity value computed on the
 BO0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0382.degrees latitude (g = 980.6199 gals.).
 BO0382
 BO0382.The modeled gravity was interpolated from observed gravity values.
 BO0382
 BO0382;                    North         East    Units  Estimated Accuracy
 BO0382;SPC TXSC     - 4,304,950.      321,760.      MT  (+/- 180 meters Scaled)
 BO0382
 BO0382                          SUPERSEDED SURVEY CONTROL
 BO0382
 BO0382  NGVD 29 (??/??/92)  696.836  (m)         2286.20   (f) ADJ UNCH    2 0
 BO0382
 BO0382.Superseded values are not recommended for survey control.
 BO0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0382.See file dsdata.txt to determine how the superseded data were derived.
 BO0382
 BO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU218837(NAD 83)
 BO0382_MARKER: DB = BENCH MARK DISK
 BO0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0382_SP_SET: FOUNDATION
 BO0382_STAMPING: W 1116 1958
 BO0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0382
 BO0382  HISTORY     - Date     Condition        Report By
 BO0382  HISTORY     - 1958     MONUMENTED       CGS
 BO0382
 BO0382                          STATION DESCRIPTION
 BO0382
 BO0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0382'14.15 MI S FROM SHEFFIELD.
 BO0382'ABOUT 14.15 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0382'AT SHEFFIELD, IN THE TOP AND CENTER OF THE NORTHEAST CONCRETE
 BO0382'FOUNDATION OF A STEEL CATTLE GUARD, 14 FEET NORTHEAST OF THE CENTER
 BO0382'LINE OF THE HIGHWAY, ABOUT MIDWAY BETWEEN TWO CURVES IN THE HIGHWAY, 7
 BO0382'INCHES SOUTHEAST OF A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0284 ***********************************************************************
 CD0284  DESIGNATION -  W 1117
 CD0284  PID         -  CD0284
 CD0284  STATE/COUNTY-  TX/HUDSPETH
 CD0284  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0284
 CD0284                         *CURRENT SURVEY CONTROL
 CD0284  ___________________________________________________________________
 CD0284* NAD 83(1986)-  31 45 44.     (N)    104 56 45.     (W)     SCALED    
 CD0284* NAVD 88     -      1128.682  (meters)    3703.02   (feet)  ADJUSTED  
 CD0284  ___________________________________________________________________
 CD0284  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CD0284  DYNAMIC HT  -        1126.973 (meters)    3697.41  (feet)  COMP
 CD0284  MODELED GRAV-     979,087.4   (mgal)                       NAVD 88
 CD0284
 CD0284  VERT ORDER  -  FIRST     CLASS I
 CD0284
 CD0284.The horizontal coordinates were scaled from a topographic map and have
 CD0284.an estimated accuracy of +/- 6 seconds.
 CD0284
 CD0284.The orthometric height was determined by differential leveling
 CD0284.and adjusted by the National Geodetic Survey in June 1991..
 CD0284
 CD0284.The geoid height was determined by GEOID03.
 CD0284
 CD0284.The dynamic height is computed by dividing the NAVD 88
 CD0284.geopotential number by the normal gravity value computed on the
 CD0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0284.degrees latitude (g = 980.6199 gals.).
 CD0284
 CD0284.The modeled gravity was interpolated from observed gravity values.
 CD0284
 CD0284;                    North         East    Units  Estimated Accuracy
 CD0284;SPC TX C     - 3,241,370.      263,170.      MT  (+/- 180 meters Scaled)
 CD0284
 CD0284                          SUPERSEDED SURVEY CONTROL
 CD0284
 CD0284  NGVD 29 (??/??/92) 1128.131  (m)         3701.21   (f) ADJ UNCH    1 1
 CD0284
 CD0284.Superseded values are not recommended for survey control.
 CD0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0284.See file dsdata.txt to determine how the superseded data were derived.
 CD0284
 CD0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER051140(NAD 83)
 CD0284_MARKER: DB = BENCH MARK DISK
 CD0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0284_STAMPING: W 1117 1958
 CD0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0284+STABILITY: SURFACE MOTION
 CD0284
 CD0284  HISTORY     - Date     Condition        Report By
 CD0284  HISTORY     - 1958     MONUMENTED       CGS
 CD0284  HISTORY     - 1976     GOOD             NGS
 CD0284  HISTORY     - 1977     GOOD             NGS
 CD0284
 CD0284                          STATION DESCRIPTION
 CD0284
 CD0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0284'87.5 MI E FROM EL PASO.
 CD0284'ABOUT 87.5 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0284'JUNCTION OF LOOP 16 AT EL PASO, 59 FEET NORTH OF THE CENTER LINE OF
 CD0284'THE HIGHWAY, 68 FEET SOUTH-SOUTHWEST OF POWER POLE WITH A TRANSFORMER
 CD0284'AND FUSE BOX, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF A CONCRETE
 CD0284'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 CD0284'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 CD0284
 CD0284                          STATION RECOVERY (1976)
 CD0284
 CD0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0284'RECOVERED IN GOOD CONDITION.
 CD0284
 CD0284                          STATION RECOVERY (1977)
 CD0284
 CD0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0284'15.4 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0284'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 58 FT. NORTH
 CD0284'OF THE CENTER LINE OF THE HIGHWAY, 68 FT. SOUTH-SOUTHEAST OF A
 CD0284'POWER LINE POLE WITH A TRANSFORMER AND FUSE BOX, 5 FT. SOUTH OF A
 CD0284'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0470 ***********************************************************************
 DO0470  DESIGNATION -  W 112
 DO0470  PID         -  DO0470
 DO0470  STATE/COUNTY-  TX/HASKELL
 DO0470  USGS QUAD   -  SAGERTON (1964)
 DO0470
 DO0470                         *CURRENT SURVEY CONTROL
 DO0470  ___________________________________________________________________
 DO0470* NAD 83(1986)-  33 06 13.     (N)    099 56 43.     (W)     SCALED    
 DO0470* NAVD 88     -       494.648  (meters)    1622.86   (feet)  ADJUSTED  
 DO0470  ___________________________________________________________________
 DO0470  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DO0470  DYNAMIC HT  -         494.026 (meters)    1620.82  (feet)  COMP
 DO0470  MODELED GRAV-     979,366.3   (mgal)                       NAVD 88
 DO0470
 DO0470  VERT ORDER  -  FIRST     CLASS II
 DO0470
 DO0470.The horizontal coordinates were scaled from a topographic map and have
 DO0470.an estimated accuracy of +/- 6 seconds.
 DO0470
 DO0470.The orthometric height was determined by differential leveling
 DO0470.and adjusted by the National Geodetic Survey in June 1991..
 DO0470
 DO0470.The geoid height was determined by GEOID03.
 DO0470
 DO0470.The dynamic height is computed by dividing the NAVD 88
 DO0470.geopotential number by the normal gravity value computed on the
 DO0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0470.degrees latitude (g = 980.6199 gals.).
 DO0470
 DO0470.The modeled gravity was interpolated from observed gravity values.
 DO0470
 DO0470;                    North         East    Units  Estimated Accuracy
 DO0470;SPC TXNC     - 2,160,270.      465,110.      MT  (+/- 180 meters Scaled)
 DO0470
 DO0470                          SUPERSEDED SURVEY CONTROL
 DO0470
 DO0470  NGVD 29 (??/??/92)  494.472  (m)         1622.28   (f) ADJ UNCH    1 2
 DO0470
 DO0470.Superseded values are not recommended for survey control.
 DO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0470.See file dsdata.txt to determine how the superseded data were derived.
 DO0470
 DO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB117631(NAD 83)
 DO0470_MARKER: DB = BENCH MARK DISK
 DO0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0470_STAMPING: 1622.28 W 112 1933
 DO0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0470+STABILITY: SURFACE MOTION
 DO0470
 DO0470  HISTORY     - Date     Condition        Report By
 DO0470  HISTORY     - 1933     MONUMENTED       CGS
 DO0470  HISTORY     - 1958     GOOD             NGS
 DO0470
 DO0470                          STATION DESCRIPTION
 DO0470
 DO0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0470'2.6 MI N FROM SAGERTON.
 DO0470'2.6 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0470'SAGERTON, HASKELL COUNTY, AT MILEAGE 586.4, NORTHWEST OF A DIRTROAD
 DO0470'CROSSING, 35 FEET WEST OF THE CENTERLINE OF THE TRACK, AND AT ANGLE IN
 DO0470'THE FENCE.  A STANDARD DISK, STAMPED 1622.28 W 112 1933 AND SET IN THE
 DO0470'TOP OF A CONCRETE POST.  NOTE-- MARK RECOVERED 35 FEET WEST OF THE
 DO0470'CENTERLINE OF THE TRACK AND 36 FEET EAST OF THE CENTERLINE OF A PUBLIC
 DO0470'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0154 ***********************************************************************
 CV0154  DESIGNATION -  W 1120
 CV0154  PID         -  CV0154
 CV0154  STATE/COUNTY-  TX/ANDREWS
 CV0154  USGS QUAD   -  SAND RANCH (1971)
 CV0154
 CV0154                         *CURRENT SURVEY CONTROL
 CV0154  ___________________________________________________________________
 CV0154* NAD 83(1986)-  32 11 39.     (N)    102 45 18.     (W)     SCALED    
 CV0154* NAVD 88     -       999.936  (meters)    3280.62   (feet)  ADJUSTED  
 CV0154  ___________________________________________________________________
 CV0154  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CV0154  DYNAMIC HT  -         998.551 (meters)    3276.08  (feet)  COMP
 CV0154  MODELED GRAV-     979,219.6   (mgal)                       NAVD 88
 CV0154
 CV0154  VERT ORDER  -  SECOND    CLASS 0
 CV0154
 CV0154.The horizontal coordinates were scaled from a topographic map and have
 CV0154.an estimated accuracy of +/- 6 seconds.
 CV0154
 CV0154.The orthometric height was determined by differential leveling
 CV0154.and adjusted by the National Geodetic Survey in June 1991..
 CV0154
 CV0154.The geoid height was determined by GEOID03.
 CV0154
 CV0154.The dynamic height is computed by dividing the NAVD 88
 CV0154.geopotential number by the normal gravity value computed on the
 CV0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0154.degrees latitude (g = 980.6199 gals.).
 CV0154
 CV0154.The modeled gravity was interpolated from observed gravity values.
 CV0154
 CV0154;                    North         East    Units  Estimated Accuracy
 CV0154;SPC TXNC     - 2,066,620.      198,900.      MT  (+/- 180 meters Scaled)
 CV0154
 CV0154                          SUPERSEDED SURVEY CONTROL
 CV0154
 CV0154  NGVD 29 (??/??/92)  999.522  (m)         3279.27   (f) ADJ UNCH    2 0
 CV0154
 CV0154.Superseded values are not recommended for survey control.
 CV0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0154.See file dsdata.txt to determine how the superseded data were derived.
 CV0154
 CV0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR116641(NAD 83)
 CV0154_MARKER: DB = BENCH MARK DISK
 CV0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0154_SP_SET: FOUNDATION
 CV0154_STAMPING: W 1120 1958
 CV0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0154
 CV0154  HISTORY     - Date     Condition        Report By
 CV0154  HISTORY     - 1958     MONUMENTED       CGS
 CV0154
 CV0154                          STATION DESCRIPTION
 CV0154
 CV0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0154'16.35 MI SW FROM ANDREWS.
 CV0154'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0154'COURTHOUSE AT ANDREWS, THENCE 15.35 MILES SOUTHWEST ALONG STATE
 CV0154'HIGHWAY 115, THENCE 0.9 MILE NORTHWEST ALONG FARM ROAD 181, IN THE TOP
 CV0154'OF THE NORTH CORNER OF THE CONCRETE FOUNDATION OF A RADIO TOWER, 224
 CV0154'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 154 FEET SOUTHWEST OF
 CV0154'THE SOUTHWEST RIGHT OF WAY FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND 1
 CV0154'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0075 ***********************************************************************
 CV0075  DESIGNATION -  W 1125
 CV0075  PID         -  CV0075
 CV0075  STATE/COUNTY-  TX/ANDREWS
 CV0075  USGS QUAD   -  FIVE WELLS RANCH SE (1971)
 CV0075
 CV0075                         *CURRENT SURVEY CONTROL
 CV0075  ___________________________________________________________________
 CV0075* NAD 83(1986)-  32 19 30.     (N)    102 19 35.     (W)     SCALED    
 CV0075* NAVD 88     -       917.587  (meters)    3010.45   (feet)  POSTED    
 CV0075  ___________________________________________________________________
 CV0075  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CV0075  DYNAMIC HT  -         916.300 (meters)    3006.23  (feet)  COMP
 CV0075  MODELED GRAV-     979,208.8   (mgal)                       NAVD 88
 CV0075
 CV0075  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0075
 CV0075.The horizontal coordinates were scaled from a topographic map and have
 CV0075.an estimated accuracy of +/- 6 seconds.
 CV0075
 CV0075.The orthometric height was determined by differential leveling
 CV0075.and adjusted by the National Geodetic Survey in 1992..
 CV0075.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0075.rate of 3.1 thru 4.0 mm/km.
 CV0075
 CV0075.The geoid height was determined by GEOID03.
 CV0075
 CV0075.The dynamic height is computed by dividing the NAVD 88
 CV0075.geopotential number by the normal gravity value computed on the
 CV0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0075.degrees latitude (g = 980.6199 gals.).
 CV0075
 CV0075.The modeled gravity was interpolated from observed gravity values.
 CV0075
 CV0075;                    North         East    Units  Estimated Accuracy
 CV0075;SPC TXNC     - 2,079,560.      239,810.      MT  (+/- 180 meters Scaled)
 CV0075
 CV0075                          SUPERSEDED SURVEY CONTROL
 CV0075
 CV0075  NGVD 29 (??/??/92)  917.199  (m)         3009.18   (f) ADJ UNCH    2 0
 CV0075
 CV0075.Superseded values are not recommended for survey control.
 CV0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0075.See file dsdata.txt to determine how the superseded data were derived.
 CV0075
 CV0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR516796(NAD 83)
 CV0075_MARKER: DB = BENCH MARK DISK
 CV0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0075_STAMPING: W 1125 1958
 CV0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0075+STABILITY: SURFACE MOTION
 CV0075
 CV0075  HISTORY     - Date     Condition        Report By
 CV0075  HISTORY     - 1958     MONUMENTED       CGS
 CV0075
 CV0075                          STATION DESCRIPTION
 CV0075
 CV0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0075'12.9 MI E FROM ANDREWS.
 CV0075'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0075'COURTHOUSE AT ANDREWS, THENCE 12.8 MILES EAST ALONG STATE HIGHWAY 176,
 CV0075'96 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTHEAST OF
 CV0075'THE CENTER LINE OF A DIRT ROAD LEADING NORTHWEST, 43 FEET NORTHWEST OF
 CV0075'A FENCE CORNER, 18 1/2 FEET EAST OF THE EAST END OF A CATTLE GUARD, 1
 CV0075'1/2 FEET NORTHEAST OF THE FENCE TO THE CATTLE GUARD, 1 1/2 FEET
 CV0075'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 CV0075'OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0101 ***********************************************************************
 CV0101  DESIGNATION -  W 1126
 CV0101  PID         -  CV0101
 CV0101  STATE/COUNTY-  TX/MARTIN
 CV0101  USGS QUAD   -  NORTH CURTIS RANCH (1966)
 CV0101
 CV0101                         *CURRENT SURVEY CONTROL
 CV0101  ___________________________________________________________________
 CV0101* NAD 83(1986)-  32 10 35.     (N)    102 07 23.     (W)     SCALED    
 CV0101* NAVD 88     -       873.963  (meters)    2867.33   (feet)  ADJUSTED  
 CV0101  ___________________________________________________________________
 CV0101  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0101  DYNAMIC HT  -         872.735 (meters)    2863.30  (feet)  COMP
 CV0101  MODELED GRAV-     979,205.1   (mgal)                       NAVD 88
 CV0101
 CV0101  VERT ORDER  -  SECOND    CLASS 0
 CV0101
 CV0101.The horizontal coordinates were scaled from a topographic map and have
 CV0101.an estimated accuracy of +/- 6 seconds.
 CV0101
 CV0101.The orthometric height was determined by differential leveling
 CV0101.and adjusted by the National Geodetic Survey in June 1991..
 CV0101
 CV0101.The geoid height was determined by GEOID03.
 CV0101
 CV0101.The dynamic height is computed by dividing the NAVD 88
 CV0101.geopotential number by the normal gravity value computed on the
 CV0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0101.degrees latitude (g = 980.6199 gals.).
 CV0101
 CV0101.The modeled gravity was interpolated from observed gravity values.
 CV0101
 CV0101;                    North         East    Units  Estimated Accuracy
 CV0101;SPC TXNC     - 2,062,420.      258,380.      MT  (+/- 180 meters Scaled)
 CV0101
 CV0101                          SUPERSEDED SURVEY CONTROL
 CV0101
 CV0101  NGVD 29 (??/??/92)  873.599  (m)         2866.13   (f) ADJ UNCH    2 0
 CV0101
 CV0101.Superseded values are not recommended for survey control.
 CV0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0101.See file dsdata.txt to determine how the superseded data were derived.
 CV0101
 CV0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR712636(NAD 83)
 CV0101_MARKER: DB = BENCH MARK DISK
 CV0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0101_STAMPING: W 1126 1958
 CV0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0101+STABILITY: SURFACE MOTION
 CV0101
 CV0101  HISTORY     - Date     Condition        Report By
 CV0101  HISTORY     - 1958     MONUMENTED       CGS
 CV0101  HISTORY     - 20030103 POOR             TXDOT
 CV0101
 CV0101                          STATION DESCRIPTION
 CV0101
 CV0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0101'12.65 MI NW FROM MIDLAND.
 CV0101'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE IN
 CV0101'MIDLAND, THENCE 12.55 MILES NORTHWEST ALONG STATE HIGHWAY 349, 54 FEET
 CV0101'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF THE
 CV0101'SOUTHWEST RIGHT OF WAY FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 CV0101'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0101'CONCRETE POST PROJECTING 8 INCHES.
 CV0101
 CV0101                          STATION RECOVERY (2003)
 CV0101
 CV0101'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0101'DISK STILL INTACT, CONCRETE POST HAS BEEN DISPLACED,TURNED ON SIDE AND
 CV0101'BURIED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0123 ***********************************************************************
 CV0123  DESIGNATION -  W 1127
 CV0123  PID         -  CV0123
 CV0123  STATE/COUNTY-  TX/MARTIN
 CV0123  USGS QUAD   -  WOLCOTT RANCH (1966)
 CV0123
 CV0123                         *CURRENT SURVEY CONTROL
 CV0123  ___________________________________________________________________
 CV0123* NAD 83(1986)-  32 29 09.     (N)    102 03 49.     (W)     SCALED    
 CV0123* NAVD 88     -       891.080  (meters)    2923.49   (feet)  ADJUSTED  
 CV0123  ___________________________________________________________________
 CV0123  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CV0123  DYNAMIC HT  -         889.855 (meters)    2919.47  (feet)  COMP
 CV0123  MODELED GRAV-     979,234.2   (mgal)                       NAVD 88
 CV0123
 CV0123  VERT ORDER  -  SECOND    CLASS 0
 CV0123
 CV0123.The horizontal coordinates were scaled from a topographic map and have
 CV0123.an estimated accuracy of +/- 6 seconds.
 CV0123
 CV0123.The orthometric height was determined by differential leveling
 CV0123.and adjusted by the National Geodetic Survey in June 1991..
 CV0123
 CV0123.The geoid height was determined by GEOID03.
 CV0123
 CV0123.The dynamic height is computed by dividing the NAVD 88
 CV0123.geopotential number by the normal gravity value computed on the
 CV0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0123.degrees latitude (g = 980.6199 gals.).
 CV0123
 CV0123.The modeled gravity was interpolated from observed gravity values.
 CV0123
 CV0123;                    North         East    Units  Estimated Accuracy
 CV0123;SPC TXNC     - 2,096,520.      265,140.      MT  (+/- 180 meters Scaled)
 CV0123
 CV0123                          SUPERSEDED SURVEY CONTROL
 CV0123
 CV0123  NGVD 29 (??/??/92)  890.736  (m)         2922.36   (f) ADJ UNCH    2 0
 CV0123
 CV0123.Superseded values are not recommended for survey control.
 CV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0123.See file dsdata.txt to determine how the superseded data were derived.
 CV0123
 CV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR759980(NAD 83)
 CV0123_MARKER: DB = BENCH MARK DISK
 CV0123_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0123_SP_SET: 35 FT.
 CV0123_STAMPING: W 1127 1958
 CV0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0123
 CV0123  HISTORY     - Date     Condition        Report By
 CV0123  HISTORY     - 1958     MONUMENTED       CGS
 CV0123  HISTORY     - 1966     MARK NOT FOUND   USGS
 CV0123
 CV0123                          STATION DESCRIPTION
 CV0123
 CV0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0123'18.75 MI SW FROM LAMESA.
 CV0123'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0123'AT LAMESA, THENCE 18.25 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 60
 CV0123'FEET EAST OF THE NORTHEAST END OF THE HEAD WALL OF A PIPE CULVERT, 40
 CV0123'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF
 CV0123'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE
 CV0123'TOP OF A 5/8-INCH COPPER COATED ROAD WHICH IS DRIVEN TO A DEPTH OF 35
 CV0123'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
 CV0123
 CV0123                          STATION RECOVERY (1966)
 CV0123
 CV0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CV0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0034 ***********************************************************************
 CV0034  DESIGNATION -  W 1128
 CV0034  PID         -  CV0034
 CV0034  STATE/COUNTY-  TX/DAWSON
 CV0034  USGS QUAD   -  PATRICIA (1970)
 CV0034
 CV0034                         *CURRENT SURVEY CONTROL
 CV0034  ___________________________________________________________________
 CV0034* NAD 83(1986)-  32 34 35.     (N)    102 00 51.     (W)     SCALED    
 CV0034* NAVD 88     -       888.142  (meters)    2913.85   (feet)  ADJUSTED  
 CV0034  ___________________________________________________________________
 CV0034  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CV0034  DYNAMIC HT  -         886.949 (meters)    2909.93  (feet)  COMP
 CV0034  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 CV0034
 CV0034  VERT ORDER  -  SECOND    CLASS 0
 CV0034
 CV0034.The horizontal coordinates were scaled from a topographic map and have
 CV0034.an estimated accuracy of +/- 6 seconds.
 CV0034
 CV0034.The orthometric height was determined by differential leveling
 CV0034.and adjusted by the National Geodetic Survey in June 1991..
 CV0034
 CV0034.The geoid height was determined by GEOID03.
 CV0034
 CV0034.The dynamic height is computed by dividing the NAVD 88
 CV0034.geopotential number by the normal gravity value computed on the
 CV0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0034.degrees latitude (g = 980.6199 gals.).
 CV0034
 CV0034.The modeled gravity was interpolated from observed gravity values.
 CV0034
 CV0034;                    North         East    Units  Estimated Accuracy
 CV0034;SPC TXNC     - 2,106,400.      270,120.      MT  (+/- 180 meters Scaled)
 CV0034
 CV0034                          SUPERSEDED SURVEY CONTROL
 CV0034
 CV0034  NGVD 29 (??/??/92)  887.819  (m)         2912.79   (f) ADJ UNCH    2 0
 CV0034
 CV0034.Superseded values are not recommended for survey control.
 CV0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0034.See file dsdata.txt to determine how the superseded data were derived.
 CV0034
 CV0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS803082(NAD 83)
 CV0034_MARKER: DB = BENCH MARK DISK
 CV0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0034_SP_SET: CULVERT
 CV0034_STAMPING: W 1128 1958
 CV0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0034
 CV0034  HISTORY     - Date     Condition        Report By
 CV0034  HISTORY     - 1958     MONUMENTED       CGS
 CV0034  HISTORY     - 1970     MARK NOT FOUND   USGS
 CV0034
 CV0034                          STATION DESCRIPTION
 CV0034
 CV0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0034'11.9 MI SW FROM LAMESA.
 CV0034'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0034'AT LAMESA, THENCE 11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 349, IN THE
 CV0034'TOP AND CENTER OF THE EAST CONCRETE HEAD WALL OF A 2-CHANNEL PIPE
 CV0034'CULVERT, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1
 CV0034'MILE NORTH OF THE JUNCTION OF FARM ROAD 1718, AND ABOUT LEVEL WITH THE
 CV0034'HIGHWAY.
 CV0034
 CV0034                          STATION RECOVERY (1970)
 CV0034
 CV0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CV0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0035 ***********************************************************************
 CV0035  DESIGNATION -  W 1128 RESET 1959
 CV0035  PID         -  CV0035
 CV0035  STATE/COUNTY-  TX/DAWSON
 CV0035  USGS QUAD   -  PATRICIA (1970)
 CV0035
 CV0035                         *CURRENT SURVEY CONTROL
 CV0035  ___________________________________________________________________
 CV0035* NAD 83(1986)-  32 34 35.     (N)    102 00 51.     (W)     SCALED    
 CV0035* NAVD 88     -       888.04   (+/-2cm)    2913.5    (feet)  VERTCON   
 CV0035  ___________________________________________________________________
 CV0035  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CV0035
 CV0035  VERT ORDER  -  THIRD (See Below)
 CV0035
 CV0035.The horizontal coordinates were scaled from a topographic map and have
 CV0035.an estimated accuracy of +/- 6 seconds.
 CV0035
 CV0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0035.The vertical order pertains to the NGVD 29 superseded value.
 CV0035
 CV0035.The geoid height was determined by GEOID03.
 CV0035
 CV0035;                    North         East    Units  Estimated Accuracy
 CV0035;SPC TXNC     - 2,106,400.      270,120.      MT  (+/- 180 meters Scaled)
 CV0035
 CV0035                          SUPERSEDED SURVEY CONTROL
 CV0035
 CV0035  NGVD 29 (01/29/03)  887.71   (m)         2912.4    (f) RESET       3  
 CV0035
 CV0035.Superseded values are not recommended for survey control.
 CV0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0035.See file dsdata.txt to determine how the superseded data were derived.
 CV0035
 CV0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS803082(NAD 83)
 CV0035_MARKER: DB = BENCH MARK DISK
 CV0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0035_SP_SET: CULVERT
 CV0035_STAMPING: W 1128 RESET 1959
 CV0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0035+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 CV0035
 CV0035  HISTORY     - Date     Condition        Report By
 CV0035  HISTORY     - 1959     MONUMENTED       TXHD
 CV0035  HISTORY     - 1960     GOOD             NGS
 CV0035  HISTORY     - 20030207 GOOD             TXDOT
 CV0035
 CV0035                          STATION DESCRIPTION
 CV0035
 CV0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CV0035'11.9 MI SW FROM LAMESA.
 CV0035'THE MARK IS LOCATED ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM
 CV0035'THE COUNTY COURTHOUSE AT LAMESA, THENCE 11.4 MILES SOUTHWEST ALONG
 CV0035'STATE HIGHWAY 349, IN THE TOP AND CENTER OF THE EAST CONCRETE HEADWALL
 CV0035'OF A 2-CHANNEL PIPE CULVERT, 26 FEET EAST OF THE CENTERLINE OF HIGHWAY
 CV0035'ABOUT 0.1 MILE NORTH OF THE JUNCTION OF FARM ROAD 1718, AND ABOUT
 CV0035'LEVEL WITH THE HIGHWAY.
 CV0035
 CV0035                          STATION RECOVERY (2003)
 CV0035
 CV0035'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0035'ROAD INTERSECTING STATE HIGHWAY 349 IS NOW FARM ROAD 829
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1320 ***********************************************************************
 FL1320  DESIGNATION -  W 1129
 FL1320  PID         -  FL1320
 FL1320  STATE/COUNTY-  TX/CARSON
 FL1320  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1320
 FL1320                         *CURRENT SURVEY CONTROL
 FL1320  ___________________________________________________________________
 FL1320* NAD 83(1986)-  35 19 33.     (N)    101 34 03.     (W)     SCALED    
 FL1320* NAVD 88     -      1082.383  (meters)    3551.12   (feet)  ADJUSTED  
 FL1320  ___________________________________________________________________
 FL1320  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL1320  DYNAMIC HT  -        1081.100 (meters)    3546.91  (feet)  COMP
 FL1320  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 FL1320
 FL1320  VERT ORDER  -  SECOND    CLASS II
 FL1320
 FL1320.The horizontal coordinates were scaled from a topographic map and have
 FL1320.an estimated accuracy of +/- 6 seconds.
 FL1320
 FL1320.The orthometric height was determined by differential leveling
 FL1320.and adjusted by the National Geodetic Survey in June 1991..
 FL1320
 FL1320.The geoid height was determined by GEOID03.
 FL1320
 FL1320.The dynamic height is computed by dividing the NAVD 88
 FL1320.geopotential number by the normal gravity value computed on the
 FL1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1320.degrees latitude (g = 980.6199 gals.).
 FL1320
 FL1320.The modeled gravity was interpolated from observed gravity values.
 FL1320
 FL1320;                    North         East    Units  Estimated Accuracy
 FL1320;SPC TX N     - 1,147,090.      193,860.      MT  (+/- 180 meters Scaled)
 FL1320
 FL1320                          SUPERSEDED SURVEY CONTROL
 FL1320
 FL1320  NGVD 29 (??/??/92) 1081.879  (m)         3549.46   (f) ADJ UNCH    2 2
 FL1320
 FL1320.Superseded values are not recommended for survey control.
 FL1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1320.See file dsdata.txt to determine how the superseded data were derived.
 FL1320
 FL1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE666122(NAD 83)
 FL1320_MARKER: DB = BENCH MARK DISK
 FL1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1320_STAMPING: W 1129 1974
 FL1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1320+STABILITY: SURFACE MOTION
 FL1320
 FL1320  HISTORY     - Date     Condition        Report By
 FL1320  HISTORY     - 1974     MONUMENTED       NGS
 FL1320
 FL1320                          STATION DESCRIPTION
 FL1320
 FL1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1320'11 MI WNW FROM PANHANDLE.
 FL1320'FROM THE ATOMIC ENERGY COMMISSION PAN-TEX PLANT ADMINISTRATION
 FL1320'BUILDING NO. 1236.  THE INTERSECTION OF WASHINGTON DR. AND S. 14 TH
 FL1320'STREET, WHICH IS LOCATED AT THE SOUTHEAST CORNER OF THE PARKING-LOT,
 FL1320'GO NORTHWESTERLY ON S. 14 TH STREET FOR 0.5 MILE TO THE INTERSECTION
 FL1320'OF S. 13TH STREET, HERE BEAR RIGHT AND GO NORTH ON S. 13TH STREET FOR
 FL1320'0.2 MILE TO THE T INTERSECTION OF PANTEX DR., TURN LEFT AND GO WEST ON
 FL1320'PANTEX DR. FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 FL1320'GO NORTH ON SURFACE ROAD FOR 0.1 MILE TO GUARD-GATE AND MARK NORTHEAST
 FL1320'OF GATE IN COMPOUND.  STANDARD BENCH MARK DISK, SET IN THE TOP OF A
 FL1320'ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED W
 FL1320'1129 1974.  IT IS 66 FEET EAST OF THE NORTHEAST CORNER OF GUARD-HOUSE,
 FL1320'18 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 38 FEET EAST OF THE
 FL1320'CENTER OF AN NORTH-SOUTH ROAD 24 FEET NORTH OF THE SOUTH COMPOUND
 FL1320'SECURITY FENCE-LINE AND 5 FEET SOUTHWEST OF HI-LINE POLE NO. F-5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0416 ***********************************************************************
 EM0416  DESIGNATION -  W 113
 EM0416  PID         -  EM0416
 EM0416  STATE/COUNTY-  TX/HARDEMAN
 EM0416  USGS QUAD   -  CHILLICOTHE (1984)
 EM0416
 EM0416                         *CURRENT SURVEY CONTROL
 EM0416  ___________________________________________________________________
 EM0416* NAD 83(1986)-  34 15 28.     (N)    099 30 53.     (W)     SCALED    
 EM0416* NAVD 88     -       426.309  (meters)    1398.65   (feet)  ADJUSTED  
 EM0416  ___________________________________________________________________
 EM0416  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0416  DYNAMIC HT  -         425.827 (meters)    1397.07  (feet)  COMP
 EM0416  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EM0416
 EM0416  VERT ORDER  -  FIRST     CLASS II
 EM0416
 EM0416.The horizontal coordinates were scaled from a topographic map and have
 EM0416.an estimated accuracy of +/- 6 seconds.
 EM0416
 EM0416.The orthometric height was determined by differential leveling
 EM0416.and adjusted by the National Geodetic Survey in June 1991..
 EM0416
 EM0416.The geoid height was determined by GEOID03.
 EM0416
 EM0416.The dynamic height is computed by dividing the NAVD 88
 EM0416.geopotential number by the normal gravity value computed on the
 EM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0416.degrees latitude (g = 980.6199 gals.).
 EM0416
 EM0416.The modeled gravity was interpolated from observed gravity values.
 EM0416
 EM0416;                    North         East    Units  Estimated Accuracy
 EM0416;SPC TXNC     - 2,287,800.      506,530.      MT  (+/- 180 meters Scaled)
 EM0416
 EM0416                          SUPERSEDED SURVEY CONTROL
 EM0416
 EM0416  NGVD 29 (??/??/92)  426.155  (m)         1398.14   (f) ADJ UNCH    1 2
 EM0416
 EM0416.Superseded values are not recommended for survey control.
 EM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0416.See file dsdata.txt to determine how the superseded data were derived.
 EM0416
 EM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC526908(NAD 83)
 EM0416_MARKER: DB = BENCH MARK DISK
 EM0416_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EM0416+WITH SETTING: PAVEMENT
 EM0416_STAMPING: 1398.144 W 113 1933
 EM0416_MARK LOGO: CGS   
 EM0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0416+STABILITY: SURFACE MOTION
 EM0416
 EM0416  HISTORY     - Date     Condition        Report By
 EM0416  HISTORY     - 1933     MONUMENTED       CGS
 EM0416  HISTORY     - 1958     GOOD             NGS
 EM0416  HISTORY     - 1961     GOOD             NGS
 EM0416  HISTORY     - 1984     GOOD             NGS
 EM0416
 EM0416                          STATION DESCRIPTION
 EM0416
 EM0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0416'IN CHILLICOTHE.
 EM0416'AT CHILLICOTHE, HARDEMAN COUNTY, ON THE FORT WORTH AND DENVER CITY
 EM0416'RAILWAY, AT MILLEAGE 178.7, AND IN THE NORTHEAST CORNER OF THE CENTER
 EM0416'PEDESTAL OF A WATER TOWER.  A STANDARD DISK, STAMPED 1398.144 W 113
 EM0416'1933.  NOTE-- THE WATER TOWER IS GONE BUT THE FOUNDATION REMAIN AND
 EM0416'DISK RECOVERED IN THE CONCRETE FOUNDATION.  THE DISK IS BATTERED BUT
 EM0416'SOLID.  THE MARK IS ABOUT 0.05 MILE EAST OF THE RAILROAD STATION.
 EM0416
 EM0416                          STATION RECOVERY (1961)
 EM0416
 EM0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EM0416'RECOVERED IN GOOD CONDITION.
 EM0416
 EM0416                          STATION RECOVERY (1984)
 EM0416
 EM0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0416'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 EM0416'CHILLICOTHE, IN THE NORTHEAST CORNER OF THE CENTER CONCRETE BASE OF
 EM0416'THE OLD WATER TOWER, AT THE JUNCTION OF AVENUE H AND THE BURLINGTON
 EM0416'NORTHEN RAILROAD, 120.8 M (396.3 FT) SOUTHEAST OF THE CENTERLINE OF
 EM0416'THE AVENUE, 11.0 M (36.1 FT) NORTHEAST OF THE NEAR RAIL OF A SPUR
 EM0416'TRACK, AND 6.5 M (21.3 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTH 1
 EM0416'OF 2 SETS OF TRACKS.
 EM0416'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 EM0416'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1095 ***********************************************************************
 FL1095  DESIGNATION -  W 1131
 FL1095  PID         -  FL1095
 FL1095  STATE/COUNTY-  TX/RANDALL
 FL1095  USGS QUAD   -  AMARILLO EAST (1973)
 FL1095
 FL1095                         *CURRENT SURVEY CONTROL
 FL1095  ___________________________________________________________________
 FL1095* NAD 83(1986)-  35 10 42.     (N)    101 50 11.     (W)     SCALED    
 FL1095* NAVD 88     -      1115.629  (meters)    3660.19   (feet)  ADJUSTED  
 FL1095  ___________________________________________________________________
 FL1095  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL1095  DYNAMIC HT  -        1114.301 (meters)    3655.84  (feet)  COMP
 FL1095  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 FL1095
 FL1095  VERT ORDER  -  FIRST     CLASS II
 FL1095
 FL1095.The horizontal coordinates were scaled from a topographic map and have
 FL1095.an estimated accuracy of +/- 6 seconds.
 FL1095
 FL1095.The orthometric height was determined by differential leveling
 FL1095.and adjusted by the National Geodetic Survey in June 1991..
 FL1095
 FL1095.The geoid height was determined by GEOID03.
 FL1095
 FL1095.The dynamic height is computed by dividing the NAVD 88
 FL1095.geopotential number by the normal gravity value computed on the
 FL1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1095.degrees latitude (g = 980.6199 gals.).
 FL1095
 FL1095.The modeled gravity was interpolated from observed gravity values.
 FL1095
 FL1095;                    North         East    Units  Estimated Accuracy
 FL1095;SPC TX N     - 1,130,770.      169,360.      MT  (+/- 180 meters Scaled)
 FL1095
 FL1095                          SUPERSEDED SURVEY CONTROL
 FL1095
 FL1095  NGVD 29 (??/??/92) 1115.092  (m)         3658.43   (f) ADJ UNCH    1 2
 FL1095
 FL1095.Superseded values are not recommended for survey control.
 FL1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1095.See file dsdata.txt to determine how the superseded data were derived.
 FL1095
 FL1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD417965(NAD 83)
 FL1095_MARKER: DB = BENCH MARK DISK
 FL1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1095_SP_SET: CONCRETE BASE
 FL1095_STAMPING: W 1131 1958
 FL1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1095
 FL1095  HISTORY     - Date     Condition        Report By
 FL1095  HISTORY     - 1958     MONUMENTED       CGS
 FL1095  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1095
 FL1095                          STATION DESCRIPTION
 FL1095
 FL1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1095'2.25 MI S FROM AMARILLO.
 FL1095'ABOUT 2.25 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1095'THE STATION AT AMARILLO, 10 TELEPHONE POLES SOUTH OF MILE POST 555, IN
 FL1095'THE TOP OF THE SOUTHWEST CONCRETE BASE OF A RAILROAD FLOOD LIGHT
 FL1095'TOWER, 40 FEET EAST OF THE NEAR RAIL OF THE MAIN TRACK, 82 FEET
 FL1095'NORTHEAST OF THE CENTER LINE OF THE CROSSING OF EAST 34TH AVENUE, 67
 FL1095'FEET NORTH OF THE CENTER LINE OF EAST 34TH AVENUE, AND ABOUT 1 FOOT
 FL1095'ABOVE THE TRACK.
 FL1095
 FL1095                          STATION RECOVERY (1984)
 FL1095
 FL1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1095'THE IMPRINT OF THE DISK AND THE HOLE IS STILL THERE WITH THE DISK
 FL1095'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1398 ***********************************************************************
 AW1398  DESIGNATION -  W 1134
 AW1398  PID         -  AW1398
 AW1398  STATE/COUNTY-  TX/CHAMBERS
 AW1398  USGS QUAD   -  WHITES RANCH (1993)
 AW1398
 AW1398                         *CURRENT SURVEY CONTROL
 AW1398  ___________________________________________________________________
 AW1398* NAD 83(1986)-  29 38 50.     (N)    094 22 20.     (W)     SCALED    
 AW1398* NAVD 88     -         1.16   (+/-2cm)       3.8    (feet)  VERTCON   
 AW1398  ___________________________________________________________________
 AW1398  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1398
 AW1398  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1398
 AW1398.The horizontal coordinates were scaled from a topographic map and have
 AW1398.an estimated accuracy of +/- 6 seconds.
 AW1398
 AW1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1398.The vertical order pertains to the NGVD 29 superseded value.
 AW1398
 AW1398.The geoid height was determined by GEOID03.
 AW1398
 AW1398;                    North         East    Units  Estimated Accuracy
 AW1398;SPC TXSC     - 4,209,890.    1,047,920.      MT  (+/- 180 meters Scaled)
 AW1398
 AW1398                          SUPERSEDED SURVEY CONTROL
 AW1398
 AW1398  NGVD 29 (??/??/92)    1.155  (m)            3.79   (f) ADJ UNCH    1 2
 AW1398
 AW1398.Superseded values are not recommended for survey control.
 AW1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1398.See file dsdata.txt to determine how the superseded data were derived.
 AW1398
 AW1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN671804(NAD 83)
 AW1398_MARKER: DB = BENCH MARK DISK
 AW1398_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1398_SP_SET: 48 FT.
 AW1398_STAMPING: W 1134 1958
 AW1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1398
 AW1398  HISTORY     - Date     Condition        Report By
 AW1398  HISTORY     - 1958     MONUMENTED       CGS
 AW1398  HISTORY     - 1971     GOOD             NGS
 AW1398  HISTORY     - 1978     GOOD             NGS
 AW1398  HISTORY     - 1990     GOOD             USPSQD
 AW1398  HISTORY     - 19961125 POOR             USPSQD
 AW1398  HISTORY     - 19980202 POOR             USPSQD
 AW1398  HISTORY     - 20010331 POOR             NGS
 AW1398  HISTORY     - 20031022 MARK NOT FOUND   USPSQD
 AW1398  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW1398
 AW1398                          STATION DESCRIPTION
 AW1398
 AW1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1398'6.2 MI N FROM HIGH ISLAND.
 AW1398'ABOUT 6.2 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW1398'HIGH ISLAND, 60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6 1/2
 AW1398'POLES SOUTH OF THE GULF, COLORADO AND SANTA FE RAILROAD MILEPOST 40,
 AW1398'37 FEET WEST OF THE WEST RAIL, 70 FEET SOUTHWEST OF THE CENTER OF A
 AW1398'PRIVATE ROAD CROSSING, 62 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE
 AW1398'ROAD, 1 FOOT NORTH OF A METAL WITNESS POST, AND ON THE TOP OF A
 AW1398'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND
 AW1398'IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 AW1398
 AW1398                          STATION RECOVERY (1971)
 AW1398
 AW1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1398'RECOVERED IN GOOD CONDITION.
 AW1398
 AW1398                          STATION RECOVERY (1978)
 AW1398
 AW1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1398'RECOVERED IN GOOD CONDITION.
 AW1398
 AW1398                          STATION RECOVERY (1990)
 AW1398
 AW1398'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW1398'RECOVERED IN GOOD CONDITION.
 AW1398
 AW1398                          STATION RECOVERY (1996)
 AW1398
 AW1398'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1398'MARK RECOVERED IN POOR CONDITION.
 AW1398
 AW1398                          STATION RECOVERY (1998)
 AW1398
 AW1398'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1398'MARK RECOVERED IN POOR CONDITION.
 AW1398
 AW1398                          STATION RECOVERY (2001)
 AW1398
 AW1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1398'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1398
 AW1398                          STATION RECOVERY (2003)
 AW1398
 AW1398'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW1398'MARK NOT FOUND.
 AW1398
 AW1398                          STATION RECOVERY (2005)
 AW1398
 AW1398'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1438 ***********************************************************************
 AW1438  DESIGNATION -  W 1136
 AW1438  PID         -  AW1438
 AW1438  STATE/COUNTY-  TX/CHAMBERS
 AW1438  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW1438
 AW1438                         *CURRENT SURVEY CONTROL
 AW1438  ___________________________________________________________________
 AW1438* NAD 83(1986)-  29 32 35.     (N)    094 44 41.     (W)     SCALED    
 AW1438* NAVD 88     -         3.30   (+/-2cm)      10.8    (feet)  VERTCON   
 AW1438  ___________________________________________________________________
 AW1438  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW1438  OBS GRAVITY -     979,277.8   (mgal)                       GRAV_OBS
 AW1438
 AW1438  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1438
 AW1438.The horizontal coordinates were scaled from a topographic map and have
 AW1438.an estimated accuracy of +/- 6 seconds.
 AW1438
 AW1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1438.The vertical order pertains to the NGVD 29 superseded value.
 AW1438
 AW1438.The geoid height was determined by GEOID03.
 AW1438.The observed gravity was obtained from relative gravimeter ties
 AW1438.to the IGSN71 gravity network.
 AW1438
 AW1438;                    North         East    Units  Estimated Accuracy
 AW1438;SPC TXSC     - 4,196,980.    1,012,300.      MT  (+/- 180 meters Scaled)
 AW1438
 AW1438                          SUPERSEDED SURVEY CONTROL
 AW1438
 AW1438  NGVD 29 (??/??/92)    3.299  (m)           10.82   (f) ADJ UNCH    1 2
 AW1438
 AW1438.Superseded values are not recommended for survey control.
 AW1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1438.See file dsdata.txt to determine how the superseded data were derived.
 AW1438
 AW1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN309694(NAD 83)
 AW1438_MARKER: DB = BENCH MARK DISK
 AW1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1438_STAMPING: W 1136 1959
 AW1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1438+STABILITY: SURFACE MOTION
 AW1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1438+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1438
 AW1438  HISTORY     - Date     Condition        Report By
 AW1438  HISTORY     - 1959     MONUMENTED       CGS
 AW1438  HISTORY     - 1973     GOOD             NGS
 AW1438  HISTORY     - 1978     GOOD             NGS
 AW1438  HISTORY     - 1990     GOOD             USPSQD
 AW1438  HISTORY     - 20010331 GOOD             NGS
 AW1438  HISTORY     - 20040308 GOOD             USPSQD
 AW1438  HISTORY     - 20050314 GOOD             USPSQD
 AW1438
 AW1438                          STATION DESCRIPTION
 AW1438
 AW1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1438'1.05 MI NE FROM SMITH POINT.
 AW1438'ABOUT 1.05 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1438'GROCERY STORE AT SMITH POINT, 0.2 MILE NORTHEAST OF A CURVE IN THE
 AW1438'ROAD, AT THE J.E. ROBBINS FARM, 147 FEET NORTHWEST OF THE CENTER LINE
 AW1438'OF FARM ROAD 562, 97 FEET SOUTH OF THE SOUTH CORNER OF THE HOUSE, 32
 AW1438'FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 6 FEET SOUTHEAST OF
 AW1438'A POWERPOLE, 1.5 FEET NORTHEAST OF A FENCE, 1.7 FEET NORTHWEST OF A
 AW1438'CONCRETE POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW1438'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 AW1438
 AW1438                          STATION RECOVERY (1978)
 AW1438
 AW1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1438'RECOVERED IN GOOD CONDITION.
 AW1438
 AW1438                          STATION RECOVERY (1990)
 AW1438
 AW1438'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1438'RECOVERED IN GOOD CONDITION.
 AW1438
 AW1438                          STATION RECOVERY (2001)
 AW1438
 AW1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1438'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1438
 AW1438                          STATION RECOVERY (2004)
 AW1438
 AW1438'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1438'RECOVERED IN GOOD CONDITION.
 AW1438
 AW1438                          STATION RECOVERY (2005)
 AW1438
 AW1438'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0518 ***********************************************************************
 AW0518  DESIGNATION -  W 1137
 AW0518  PID         -  AW0518
 AW0518  STATE/COUNTY-  TX/GALVESTON
 AW0518  USGS QUAD   -  GALVESTON (1994)
 AW0518
 AW0518                         *CURRENT SURVEY CONTROL
 AW0518  ___________________________________________________________________
 AW0518* NAD 83(1986)-  29 19 28.     (N)    094 46 54.     (W)     SCALED    
 AW0518* NAVD 88     -         2.12   (+/-2cm)       7.0    (feet)  VERTCON   
 AW0518  ___________________________________________________________________
 AW0518  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0518
 AW0518  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0518
 AW0518.The horizontal coordinates were scaled from a topographic map and have
 AW0518.an estimated accuracy of +/- 6 seconds.
 AW0518
 AW0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0518.The vertical order pertains to the NGVD 29 superseded value.
 AW0518
 AW0518.The geoid height was determined by GEOID03.
 AW0518
 AW0518;                    North         East    Units  Estimated Accuracy
 AW0518;SPC TXSC     - 4,172,640.    1,009,600.      MT  (+/- 180 meters Scaled)
 AW0518
 AW0518                          SUPERSEDED SURVEY CONTROL
 AW0518
 AW0518  NGVD 29 (??/??/92)    2.115  (m)            6.94   (f) ADJ UNCH    1 2
 AW0518
 AW0518.Superseded values are not recommended for survey control.
 AW0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0518.See file dsdata.txt to determine how the superseded data were derived.
 AW0518
 AW0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN269452(NAD 83)
 AW0518_MARKER: DB = BENCH MARK DISK
 AW0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0518_SP_SET: TANK
 AW0518_STAMPING: W 1137 1958
 AW0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0518
 AW0518  HISTORY     - Date     Condition        Report By
 AW0518  HISTORY     - 1958     MONUMENTED       CGS
 AW0518  HISTORY     - 1964     GOOD             NGS
 AW0518  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0518  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW0518  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0518  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW0518
 AW0518                          STATION DESCRIPTION
 AW0518
 AW0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW0518'6.05 MI N FROM GALVESTON.
 AW0518'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0518'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE ABOUT 1.3 MILES
 AW0518'NORTHEAST ALONG 51ST STREET, THENCE ABOUT 1.35 MILES EAST ALONG A
 AW0518'SHELL ROAD LEADING TO TODD SHIP YARD, THENCE ABOUT 0.3 MILE EAST
 AW0518'THROUGH THE SHIP YARD, THENCE ABOUT 1.05 MILE NORTHEAST ALONG A DIM
 AW0518'SHELL ROAD, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A DIM SHELL ROAD TO
 AW0518'A WOODEN WHARF OWNED BY THE HUMBLE OIL COMPANY, IN THE TOP OF THE
 AW0518'SOUTHEAST SIDE OF A LARGE ROUND CONCRETE TANK, 160 FEET NORTHEAST OF
 AW0518'THE CENTER LINE OF THE WHARF, 220 FEET EAST-NORTHEAST OF A LARGE STEEL
 AW0518'STORAGE TANK, 14 FEET NORTHWEST OF THE SOUTHEAST SHORE LINE, AND ABOUT
 AW0518'4 FEET ABOVE THE GROUND.
 AW0518
 AW0518                          STATION RECOVERY (1964)
 AW0518
 AW0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0518'RECOVERED IN GOOD CONDITION.
 AW0518
 AW0518                          STATION RECOVERY (1978)
 AW0518
 AW0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0518'NOT RECOVERED THIS DATE.
 AW0518
 AW0518                          STATION RECOVERY (1991)
 AW0518
 AW0518'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AW0518'MARK NOT FOUND.
 AW0518
 AW0518                          STATION RECOVERY (1999)
 AW0518
 AW0518'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0518'MARK NOT FOUND.
 AW0518
 AW0518                          STATION RECOVERY (2005)
 AW0518
 AW0518'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0518'THE CONCRETE TANK IS GONE. THIS SHOULD BE DROPPED FROM THE LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3835 ***********************************************************************
 AW3835  DESIGNATION -  W 1138
 AW3835  PID         -  AW3835
 AW3835  STATE/COUNTY-  TX/HARRIS
 AW3835  USGS QUAD   -  LA PORTE (1982)
 AW3835
 AW3835                         *CURRENT SURVEY CONTROL
 AW3835  ___________________________________________________________________
 AW3835* NAD 83(1986)-  29 38 07.     (N)    095 06 32.     (W)     SCALED    
 AW3835* NAVD 88     -         6.65   (+/-2cm)      21.8    (feet)  VERTCON   
 AW3835  ___________________________________________________________________
 AW3835  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW3835
 AW3835  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3835
 AW3835.The horizontal coordinates were scaled from a topographic map and have
 AW3835.an estimated accuracy of +/- 6 seconds.
 AW3835
 AW3835.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3835.The vertical order pertains to the NGVD 29 superseded value.
 AW3835
 AW3835.The geoid height was determined by GEOID03.
 AW3835
 AW3835;                    North         East    Units  Estimated Accuracy
 AW3835;SPC TXSC     - 4,205,970.      976,690.      MT  (+/- 180 meters Scaled)
 AW3835
 AW3835                          SUPERSEDED SURVEY CONTROL
 AW3835
 AW3835  NGVD 29 (??/??/92)    6.649  (m)           21.81   (f) ADJ UNCH    1 2
 AW3835
 AW3835.Superseded values are not recommended for survey control.
 AW3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3835.See file dsdata.txt to determine how the superseded data were derived.
 AW3835
 AW3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN958802(NAD 83)
 AW3835_MARKER: DB = BENCH MARK DISK
 AW3835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3835_SP_SET: FOUNDATION
 AW3835_STAMPING: W 1138 1958
 AW3835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3835
 AW3835  HISTORY     - Date     Condition        Report By
 AW3835  HISTORY     - 1958     MONUMENTED       CGS
 AW3835  HISTORY     - 1964     GOOD             NGS
 AW3835  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 AW3835
 AW3835                          STATION DESCRIPTION
 AW3835
 AW3835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3835'5.65 MI E FROM GENOA.
 AW3835'ABOUT 5.65 MILES EAST ALONG THE GENOA-RED BLUFF ROAD FROM THE
 AW3835'GALVESTON, HOUSTON AND HENDERSON RAILROAD STATION AT GENOA, AT THE
 AW3835'JUNCTION OF RED BLUFF ROAD, 197 FEET NORTHEAST OF THE CENTER LINE OF
 AW3835'THE GENOA-RED BLUFF ROAD, 105 FEET SOUTHWEST OF THE CENTER LINE OF RED
 AW3835'BLUFF ROAD, SET IN THE TOP OF THE NORTH CONCRETE FOUNDATION OF AN OLD
 AW3835'OIL WELL DERRICK WHICH HAS BEEN REMOVED, AND ABOUT 5 INCHES ABOVE THE
 AW3835'LEVEL OF THE GROUND.  NOTE-- NEW ROAD CONSTRUCTION IN THIS AREA.
 AW3835
 AW3835                          STATION RECOVERY (1967)
 AW3835
 AW3835'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 AW3835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0309 ***********************************************************************
 DO0309  DESIGNATION -  W 114
 DO0309  PID         -  DO0309
 DO0309  STATE/COUNTY-  TX/WICHITA
 DO0309  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0309
 DO0309                         *CURRENT SURVEY CONTROL
 DO0309  ___________________________________________________________________
 DO0309* NAD 83(1986)-  33 56 08.     (N)    098 34 22.     (W)     SCALED    
 DO0309* NAVD 88     -       296.120  (meters)     971.52   (feet)  ADJUSTED  
 DO0309  ___________________________________________________________________
 DO0309  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DO0309  DYNAMIC HT  -         295.794 (meters)     970.45  (feet)  COMP
 DO0309  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 DO0309
 DO0309  VERT ORDER  -  FIRST     CLASS II
 DO0309
 DO0309.The horizontal coordinates were scaled from a topographic map and have
 DO0309.an estimated accuracy of +/- 6 seconds.
 DO0309
 DO0309.The orthometric height was determined by differential leveling
 DO0309.and adjusted by the National Geodetic Survey in June 1991..
 DO0309
 DO0309.The geoid height was determined by GEOID03.
 DO0309
 DO0309.The dynamic height is computed by dividing the NAVD 88
 DO0309.geopotential number by the normal gravity value computed on the
 DO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0309.degrees latitude (g = 980.6199 gals.).
 DO0309
 DO0309.The modeled gravity was interpolated from observed gravity values.
 DO0309
 DO0309;                    North         East    Units  Estimated Accuracy
 DO0309;SPC TXNC     - 2,251,610.      593,270.      MT  (+/- 180 meters Scaled)
 DO0309
 DO0309                          SUPERSEDED SURVEY CONTROL
 DO0309
 DO0309  NGVD 29 (??/??/92)  296.040  (m)          971.26   (f) ADJ UNCH    1 2
 DO0309
 DO0309.Superseded values are not recommended for survey control.
 DO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0309.See file dsdata.txt to determine how the superseded data were derived.
 DO0309
 DO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC394550(NAD 83)
 DO0309_MARKER: DB = BENCH MARK DISK
 DO0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0309_SP_SET: CULVERT
 DO0309_STAMPING: 971.258 W 114 1933
 DO0309_MARK LOGO: CGS   
 DO0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0309+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 DO0309
 DO0309  HISTORY     - Date     Condition        Report By
 DO0309  HISTORY     - 1933     MONUMENTED       CGS
 DO0309  HISTORY     - 1957     GOOD             NGS
 DO0309  HISTORY     - 1984     GOOD             NGS
 DO0309  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0309  HISTORY     - 20030625 GOOD             USPSQD
 DO0309
 DO0309                          STATION DESCRIPTION
 DO0309
 DO0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0309'5.0 MI NW FROM WICHITA FALLS.
 DO0309'5 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0309'WICHITA FALLS, WICHITA COUNTY, AT MILEAGE 119.31, IN AN IRRIGATION
 DO0309'CULVERT, AND 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 DO0309'DISK, STAMPED 971.258 W 114 1933.
 DO0309
 DO0309                          STATION RECOVERY (1984)
 DO0309
 DO0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0309'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DO0309'TO REACH FOLLOWS. 8.4 KM (5.2 MI) NORTHWESTERLY ALONG THE BURLINGTON
 DO0309'NORTHERN RAILROAD FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS,
 DO0309'ALSO ADD 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 119, 0.2 KM (0.1 MI)
 DO0309'SOUTHEAST OF THE CROSSING OF WILLINGTON LANE, AND 0.3 METER (1.0 FT)
 DO0309'SOUTHEAST OF A WITNESS POST.
 DO0309
 DO0309                          STATION RECOVERY (2001)
 DO0309
 DO0309'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0309'MARK NOT FOUND.
 DO0309
 DO0309                          STATION RECOVERY (2003)
 DO0309
 DO0309'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 DO0309'CONCRETE IRRIGATION STRUCTURE IS HIDDEN IN TALL WEEDS. IT IS NOT A
 DO0309'CULVERT RUNNING UNDER THE RAILROAD TRACKS. IT APPEARS TO BE VERY
 DO0309'STABLE AND MARK IS GPSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0061 ***********************************************************************
 AH0061  DESIGNATION -  W 1140
 AH0061  PID         -  AH0061
 AH0061  STATE/COUNTY-  TX/NUECES
 AH0061  USGS QUAD   -  ROBSTOWN (1975)
 AH0061
 AH0061                         *CURRENT SURVEY CONTROL
 AH0061  ___________________________________________________________________
 AH0061* NAD 83(1986)-  27 46 45.     (N)    097 37 58.     (W)     SCALED    
 AH0061* NAVD 88     -        20.248  (meters)      66.43   (feet)  ADJUSTED  
 AH0061  ___________________________________________________________________
 AH0061  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0061  DYNAMIC HT  -          20.217 (meters)      66.33  (feet)  COMP
 AH0061  MODELED GRAV-     979,119.5   (mgal)                       NAVD 88
 AH0061
 AH0061  VERT ORDER  -  FIRST     CLASS I
 AH0061
 AH0061.The horizontal coordinates were scaled from a topographic map and have
 AH0061.an estimated accuracy of +/- 6 seconds.
 AH0061
 AH0061.The orthometric height was determined by differential leveling
 AH0061.and adjusted by the National Geodetic Survey in June 1991..
 AH0061
 AH0061.The geoid height was determined by GEOID03.
 AH0061
 AH0061.The dynamic height is computed by dividing the NAVD 88
 AH0061.geopotential number by the normal gravity value computed on the
 AH0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0061.degrees latitude (g = 980.6199 gals.).
 AH0061
 AH0061.The modeled gravity was interpolated from observed gravity values.
 AH0061
 AH0061;                    North         East    Units  Estimated Accuracy
 AH0061;SPC TX S     - 5,234,350.      385,470.      MT  (+/- 180 meters Scaled)
 AH0061
 AH0061                          SUPERSEDED SURVEY CONTROL
 AH0061
 AH0061  NGVD 29 (??/??/92)   20.380  (m)           66.86   (f) ADJ UNCH    1 1
 AH0061
 AH0061.Superseded values are not recommended for survey control.
 AH0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0061.See file dsdata.txt to determine how the superseded data were derived.
 AH0061
 AH0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR347734(NAD 83)
 AH0061_MARKER: DB = BENCH MARK DISK
 AH0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0061_SP_SET: CONCRETE BASE
 AH0061_STAMPING: W 1140 1959
 AH0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0061
 AH0061  HISTORY     - Date     Condition        Report By
 AH0061  HISTORY     - 1959     MONUMENTED       CGS
 AH0061  HISTORY     - 1978     GOOD             NGS
 AH0061  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0061
 AH0061                          STATION DESCRIPTION
 AH0061
 AH0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0061'2.2 MI E FROM ROBSTOWN.
 AH0061'1.7 MILES EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE ST. LOUIS,
 AH0061'BROWNVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, THENCE ABOUT 0.3
 AH0061'MILE SOUTH ALONG A DIRT ROAD, THENCE ABOUT 0.2 MILE EAST ALONG A
 AH0061'PRIVATE ROAD LEADING TO THE KZTV TOWER, IN THE TOP OF THE SOUTHWEST
 AH0061'CORNER OF THE CONCRETE  BASE OF THE TOWER, ABOUT 3 INCHES ABOVE THE
 AH0061'GROUND.  NOTE-- THIS TOWER IS 724 FEET HIGH.  NOTE-- NOW THE SOUTHERN
 AH0061'PACIFIC LINES.
 AH0061
 AH0061                          STATION RECOVERY (1978)
 AH0061
 AH0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0061'RECOVERED IN GOOD CONDITION.
 AH0061
 AH0061                          STATION RECOVERY (2001)
 AH0061
 AH0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0061'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0146 ***********************************************************************
 AH0146  DESIGNATION -  W 1141
 AH0146  PID         -  AH0146
 AH0146  STATE/COUNTY-  TX/SAN PATRICIO
 AH0146  USGS QUAD   -  GREGORY (1975)
 AH0146
 AH0146                         *CURRENT SURVEY CONTROL
 AH0146  ___________________________________________________________________
 AH0146* NAD 83(1986)-  27 54 58.     (N)    097 16 41.     (W)     SCALED    
 AH0146* NAVD 88     -         9.075  (meters)      29.77   (feet)  ADJUSTED  
 AH0146  ___________________________________________________________________
 AH0146  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AH0146  DYNAMIC HT  -           9.061 (meters)      29.73  (feet)  COMP
 AH0146  MODELED GRAV-     979,138.0   (mgal)                       NAVD 88
 AH0146
 AH0146  VERT ORDER  -  FIRST     CLASS I
 AH0146
 AH0146.The horizontal coordinates were scaled from a topographic map and have
 AH0146.an estimated accuracy of +/- 6 seconds.
 AH0146
 AH0146.The orthometric height was determined by differential leveling
 AH0146.and adjusted by the National Geodetic Survey in December 1997..
 AH0146.WARNING-Repeat measurements at this control monument indicate possible
 AH0146.vertical movement.
 AH0146
 AH0146.The geoid height was determined by GEOID03.
 AH0146
 AH0146.The dynamic height is computed by dividing the NAVD 88
 AH0146.geopotential number by the normal gravity value computed on the
 AH0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0146.degrees latitude (g = 980.6199 gals.).
 AH0146
 AH0146.The modeled gravity was interpolated from observed gravity values.
 AH0146
 AH0146;                    North         East    Units  Estimated Accuracy
 AH0146;SPC TX S     - 5,249,810.      420,290.      MT  (+/- 180 meters Scaled)
 AH0146
 AH0146                          SUPERSEDED SURVEY CONTROL
 AH0146
 AH0146  NAVD 88 (06/15/91)    9.083  (m)           29.80   (f) UNKNOWN     1 1
 AH0146  NGVD 29 (??/??/92)    9.252  (m)           30.35   (f) ADJ UNCH    1 1
 AH0146
 AH0146.Superseded values are not recommended for survey control.
 AH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0146.See file dsdata.txt to determine how the superseded data were derived.
 AH0146
 AH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR694891(NAD 83)
 AH0146_MARKER: DB = BENCH MARK DISK
 AH0146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH0146_SP_SET: CULVERT HEADWALL
 AH0146_STAMPING: W 1141 1959
 AH0146_MARK LOGO: CGS   
 AH0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0146+STABILITY: SURFACE MOTION
 AH0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0146+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0146
 AH0146  HISTORY     - Date     Condition        Report By
 AH0146  HISTORY     - 1959     MONUMENTED       CGS
 AH0146  HISTORY     - 1978     GOOD             NGS
 AH0146  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0146  HISTORY     - 1996     SEE DESCRIPTION  NGS
 AH0146  HISTORY     - 19970203 GOOD             NGS
 AH0146
 AH0146                          STATION DESCRIPTION
 AH0146
 AH0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0146'0.9 MI SE FROM GREGORY.
 AH0146'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE INTERSECTION
 AH0146'OF U. S. HIGHWAY 181 AND FARM ROAD 136 AT GREGORY, THENCE ABOUT 0.1
 AH0146'MILE SOUTHEAST ALONG FARM ROAD 632, 20 FEET SOUTHWEST OF THE CENTER
 AH0146'LINE OF THE ROAD, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TEXAS
 AH0146'AND NEW ORLEANS RAILROAD, IN THE TOP OF THE NORTHWEST END OF THE
 AH0146'SOUTHWEST HEAD WALL OF A CONCRETE CULVERT UNDER THE ROAD, AND ABOUT
 AH0146'LEVEL WITH THE ROAD AND THE TRACKS.
 AH0146
 AH0146                          STATION RECOVERY (1978)
 AH0146
 AH0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0146'RECOVERED IN GOOD CONDITION.
 AH0146
 AH0146                          STATION RECOVERY (1984)
 AH0146
 AH0146'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0146'MARK NOT FOUND.
 AH0146
 AH0146                          STATION RECOVERY (1996)
 AH0146
 AH0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (BES)
 AH0146'THE NATIONAL GEODETIC INFO CENTER GOT A REPORT THAT THIS MARK WAS
 AH0146'RECOVERED IN GOOD CONDITION BY A LOCAL FIRM.
 AH0146
 AH0146                          STATION RECOVERY (1997)
 AH0146
 AH0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0146'1.4 KM (0.85 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AH0146'OFFICE IN GREGORY, IN TOP OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE
 AH0146'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER
 AH0146'THE HIGHWAY, 26.7 M (87.6 FT) NORTH OF THE CENTER OF THE INTERSECTION
 AH0146'OF THE HIGHWAY AND THE SOUTHERN PACIFIC RAILROAD, 10.4 M (34.1 FT)
 AH0146'NORTHWEST OF THE NEAR RAIL, AND 6.1 M (20.0 FT) SOUTHWEST OF AND LEVEL
 AH0146'WITH THE HIGHWAY CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1992 ***********************************************************************
 AW1992  DESIGNATION -  W 1142
 AW1992  PID         -  AW1992
 AW1992  STATE/COUNTY-  TX/HARRIS
 AW1992  USGS QUAD   -  PASADENA (1995)
 AW1992
 AW1992                         *CURRENT SURVEY CONTROL
 AW1992  ___________________________________________________________________
 AW1992* NAD 83(1986)-  29 43 12.     (N)    095 12 16.     (W)     SCALED    
 AW1992* NAVD 88     -         7.685  (meters)      25.21   (feet)  ADJUSTED  
 AW1992  ___________________________________________________________________
 AW1992  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1992  DYNAMIC HT  -           7.674 (meters)      25.18  (feet)  COMP
 AW1992  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 AW1992
 AW1992  VERT ORDER  -  FIRST     CLASS II
 AW1992
 AW1992.The horizontal coordinates were scaled from a topographic map and have
 AW1992.an estimated accuracy of +/- 6 seconds.
 AW1992
 AW1992.The orthometric height was determined by differential leveling
 AW1992.and adjusted by the National Geodetic Survey in June 1991..
 AW1992
 AW1992.The geoid height was determined by GEOID03.
 AW1992
 AW1992.The dynamic height is computed by dividing the NAVD 88
 AW1992.geopotential number by the normal gravity value computed on the
 AW1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1992.degrees latitude (g = 980.6199 gals.).
 AW1992
 AW1992.The modeled gravity was interpolated from observed gravity values.
 AW1992
 AW1992;                    North         East    Units  Estimated Accuracy
 AW1992;SPC TXSC     - 4,215,050.      967,140.      MT  (+/- 180 meters Scaled)
 AW1992
 AW1992                          SUPERSEDED SURVEY CONTROL
 AW1992
 AW1992  NGVD 29 (12/23/87)    7.681  (m)           25.20   (f) ADJUSTED    1 2
 AW1992
 AW1992.Superseded values are not recommended for survey control.
 AW1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1992.See file dsdata.txt to determine how the superseded data were derived.
 AW1992
 AW1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN867897(NAD 83)
 AW1992_MARKER: DB = BENCH MARK DISK
 AW1992_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1992+WITH SETTING: PAVEMENT
 AW1992_SP_SET: POWER LINE TOWER FOOTING
 AW1992_STAMPING: W 1142 1959
 AW1992_MARK LOGO: CGS   
 AW1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1992+STABILITY: SURFACE MOTION
 AW1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1992+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1992
 AW1992  HISTORY     - Date     Condition        Report By
 AW1992  HISTORY     - 1959     MONUMENTED       CGS
 AW1992  HISTORY     - 1964     GOOD             NGS
 AW1992  HISTORY     - 1971     GOOD             NGS
 AW1992  HISTORY     - 1978     GOOD             NGS
 AW1992  HISTORY     - 1986     GOOD             NGS
 AW1992  HISTORY     - 1989     GOOD             USPSQD
 AW1992  HISTORY     - 1990     GOOD             USPSQD
 AW1992  HISTORY     - 1990     GOOD             USPSQD
 AW1992  HISTORY     - 19940712 GOOD             USPSQD
 AW1992  HISTORY     - 20041126 GOOD             USPSQD
 AW1992  HISTORY     - 20060520 GOOD             USPSQD
 AW1992
 AW1992                          STATION DESCRIPTION
 AW1992
 AW1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1992'0.5 MI E FROM PASADENA.
 AW1992'ABOUT 0.5 MILE EAST ALONG A GRADED DIRT ROAD FROM THE SOUTH ENTRANCE
 AW1992'TO THE WASHBURN TUNNEL AT PASADENA, 30 FEET SOUTH OF THE CENTER LINE
 AW1992'OF THE ROAD, IN THE TOP OF THE SOUTH SIDE OF THE SOUTHEAST CONCRETE
 AW1992'FOOTING OF POWER LINE TOWER NO. 19, 12 FEET NORTH OF THE NORTH RAIL OF
 AW1992'THE PORT TERMINAL RAILROAD, 11 RAILS WEST OF THE CENTER OF A CROSSING,
 AW1992'AND ABOUT 18 INCHES ABOVE THE GROUND.
 AW1992
 AW1992                          STATION RECOVERY (1964)
 AW1992
 AW1992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1992'RECOVERED IN GOOD CONDITION.
 AW1992
 AW1992                          STATION RECOVERY (1971)
 AW1992
 AW1992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1992'RECOVERED IN GOOD CONDITION.
 AW1992
 AW1992                          STATION RECOVERY (1978)
 AW1992
 AW1992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1992'RECOVERED IN GOOD CONDITION.
 AW1992
 AW1992                          STATION RECOVERY (1986)
 AW1992
 AW1992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1992'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1992'EXCEPT THE MENTIONED GRADED DIRT ROAD IS NOW PAVED AND NAMED CROWN
 AW1992'ROAD AND THE REFERENCED IS WITTER STREET.
 AW1992
 AW1992                          STATION RECOVERY (1989)
 AW1992
 AW1992'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1992'RECOVERED IN GOOD CONDITION.
 AW1992
 AW1992                          STATION RECOVERY (1990)
 AW1992
 AW1992'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1992'RECOVERED IN GOOD CONDITION.
 AW1992
 AW1992                          STATION RECOVERY (1990)
 AW1992
 AW1992'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1992'RECOVERED IN GOOD CONDITION.
 AW1992
 AW1992                          STATION RECOVERY (1994)
 AW1992
 AW1992'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1992'RECOVERED IN GOOD CONDITION.
 AW1992
 AW1992                          STATION RECOVERY (2004)
 AW1992
 AW1992'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1992'ORANGE TAPE ON THE POWER LINE LEG.
 AW1992
 AW1992                          STATION RECOVERY (2006)
 AW1992
 AW1992'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1992'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1228 ***********************************************************************
 AW1228  DESIGNATION -  W 1143
 AW1228  PID         -  AW1228
 AW1228  STATE/COUNTY-  TX/BRAZORIA
 AW1228  USGS QUAD   -  ANGLETON (1974)
 AW1228
 AW1228                         *CURRENT SURVEY CONTROL
 AW1228  ___________________________________________________________________
 AW1228* NAD 83(1986)-  29 11 00.     (N)    095 25 59.     (W)     SCALED    
 AW1228* NAVD 88     -         8.78   (+/-2cm)      28.8    (feet)  VERTCON   
 AW1228  ___________________________________________________________________
 AW1228  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW1228
 AW1228  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1228
 AW1228.The horizontal coordinates were scaled from a topographic map and have
 AW1228.an estimated accuracy of +/- 6 seconds.
 AW1228
 AW1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1228.The vertical order pertains to the NGVD 29 superseded value.
 AW1228
 AW1228.The geoid height was determined by GEOID03.
 AW1228
 AW1228;                    North         East    Units  Estimated Accuracy
 AW1228;SPC TXSC     - 4,154,910.      946,840.      MT  (+/- 180 meters Scaled)
 AW1228
 AW1228                          SUPERSEDED SURVEY CONTROL
 AW1228
 AW1228  NGVD 29 (??/??/92)    8.791  (m)           28.84   (f) ADJ UNCH    1 1
 AW1228
 AW1228.Superseded values are not recommended for survey control.
 AW1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1228.See file dsdata.txt to determine how the superseded data were derived.
 AW1228
 AW1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN634307(NAD 83)
 AW1228_MARKER: DB = BENCH MARK DISK
 AW1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1228_STAMPING: W 1143 1959
 AW1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1228+STABILITY: SURFACE MOTION
 AW1228
 AW1228  HISTORY     - Date     Condition        Report By
 AW1228  HISTORY     - 1959     MONUMENTED       CGS
 AW1228  HISTORY     - 1973     GOOD             NGS
 AW1228  HISTORY     - 1978     GOOD             NGS
 AW1228  HISTORY     - 1987     GOOD             USPSQD
 AW1228  HISTORY     - 1990     POOR             USPSQD
 AW1228  HISTORY     - 19910704 MARK NOT FOUND   USPSQD
 AW1228
 AW1228                          STATION DESCRIPTION
 AW1228
 AW1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1228'1.05 MI N FROM ANGLETON.
 AW1228'1.05 MILES NORTH ALONG STATE HIGHWAY 288 FROM THE COUNTY COURTHOUSE AT
 AW1228'ANGLETON, 255 FEET NORTH OF THE CENTER OF THE JUNCTION OF CANNAN
 AW1228'STREET, 59 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 239 FEET SOUTH
 AW1228'OF THE CENTER LINE OF AN ASPHALT DRIVEWAY WEST TO A HOUSE, 3 1/2 FEET
 AW1228'SOUTHEAST OF A WOODEN FENCE POST BEARING A PLAQUE, 223 1/2 FEET SOUTH
 AW1228'OF POWER POLE 8, 3 1/2 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 AW1228'MARKER POST, 0.7 FOOT WEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 AW1228'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 AW1228'FOOT ABOVE THE GROUND.
 AW1228
 AW1228                          STATION RECOVERY (1978)
 AW1228
 AW1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1228'RECOVERED IN GOOD CONDITION.
 AW1228
 AW1228                          STATION RECOVERY (1987)
 AW1228
 AW1228'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1228'RECOVERED IN GOOD CONDITION.
 AW1228
 AW1228                          STATION RECOVERY (1990)
 AW1228
 AW1228'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1228'MARK RECOVERED IN POOR CONDITION.
 AW1228
 AW1228                          STATION RECOVERY (1991)
 AW1228
 AW1228'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3322 ***********************************************************************
 AW3322  DESIGNATION -  W 1144
 AW3322  PID         -  AW3322
 AW3322  STATE/COUNTY-  TX/HARRIS
 AW3322  USGS QUAD   -  LEAGUE CITY (1995)
 AW3322
 AW3322                         *CURRENT SURVEY CONTROL
 AW3322  ___________________________________________________________________
 AW3322* NAD 83(1986)-  29 32 23.     (N)    095 07 11.     (W)     SCALED    
 AW3322* NAVD 88     -         8.18   (+/-2cm)      26.8    (feet)  VERTCON   
 AW3322  ___________________________________________________________________
 AW3322  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW3322
 AW3322  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3322
 AW3322.The horizontal coordinates were scaled from a topographic map and have
 AW3322.an estimated accuracy of +/- 6 seconds.
 AW3322
 AW3322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3322.The vertical order pertains to the NGVD 29 superseded value.
 AW3322
 AW3322.The geoid height was determined by GEOID03.
 AW3322
 AW3322;                    North         East    Units  Estimated Accuracy
 AW3322;SPC TXSC     - 4,195,350.      975,990.      MT  (+/- 180 meters Scaled)
 AW3322
 AW3322                          SUPERSEDED SURVEY CONTROL
 AW3322
 AW3322  NGVD 29 (??/??/92)    8.179  (m)           26.83   (f) ADJ UNCH    1 2
 AW3322
 AW3322.Superseded values are not recommended for survey control.
 AW3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3322.See file dsdata.txt to determine how the superseded data were derived.
 AW3322
 AW3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945696(NAD 83)
 AW3322_MARKER: DB = BENCH MARK DISK
 AW3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3322_STAMPING: W 1144 1959
 AW3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3322+STABILITY: SURFACE MOTION
 AW3322
 AW3322  HISTORY     - Date     Condition        Report By
 AW3322  HISTORY     - 1959     MONUMENTED       CGS
 AW3322  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3322  HISTORY     - 1987     GOOD             USPSQD
 AW3322  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3322  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW3322  HISTORY     - 20010128 MARK NOT FOUND   USPSQD
 AW3322  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW3322
 AW3322                          STATION DESCRIPTION
 AW3322
 AW3322'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3322'IN WEBSTER.
 AW3322'AT WEBSTER, 86 YARDS NORTH OF THE POSTOFFICE, 158 FEET SOUTHEAST OF
 AW3322'THE GALVESTON, HOUSTON AND HENDERSON RAILROAD STATION SIGN, 66 FEET
 AW3322'NORTHWEST OF THE WEST LEG OF A STEEL RAILROAD WATER TANK, 58 FEET
 AW3322'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 3, 29 FEET SOUTHWEST OF
 AW3322'THE SOUTHWEST RAIL OF THE MAIN TRACK, 7 FEET SOUTHEAST OF A TELEPHONE
 AW3322'POLE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW3322'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW3322
 AW3322                          STATION RECOVERY (1973)
 AW3322
 AW3322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3322'MARK NOT FOUND.
 AW3322
 AW3322                          STATION RECOVERY (1987)
 AW3322
 AW3322'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW3322'RECOVERED IN GOOD CONDITION.
 AW3322
 AW3322                          STATION RECOVERY (1988)
 AW3322
 AW3322'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW3322'MARK NOT FOUND.
 AW3322
 AW3322                          STATION RECOVERY (1993)
 AW3322
 AW3322'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3322'MARK NOT FOUND.
 AW3322
 AW3322                          STATION RECOVERY (2001)
 AW3322
 AW3322'RECOVERY NOTE BY US POWER SQUADRON 2001 (ALW)
 AW3322'MARK NOT FOUND.
 AW3322
 AW3322                          STATION RECOVERY (2005)
 AW3322
 AW3322'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2786 ***********************************************************************
 AW2786  DESIGNATION -  W 1145
 AW2786  PID         -  AW2786
 AW2786  STATE/COUNTY-  TX/CHAMBERS
 AW2786  USGS QUAD   -  ANAHUAC (1993)
 AW2786
 AW2786                         *CURRENT SURVEY CONTROL
 AW2786  ___________________________________________________________________
 AW2786* NAD 83(1986)-  29 47 13.     (N)    094 38 27.     (W)     SCALED    
 AW2786* NAVD 88     -         7.08   (+/-2cm)      23.2    (feet)  VERTCON   
 AW2786  ___________________________________________________________________
 AW2786  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2786
 AW2786  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2786
 AW2786.The horizontal coordinates were scaled from a topographic map and have
 AW2786.an estimated accuracy of +/- 6 seconds.
 AW2786
 AW2786.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2786.The vertical order pertains to the NGVD 29 superseded value.
 AW2786
 AW2786.The geoid height was determined by GEOID03.
 AW2786
 AW2786;                    North         East    Units  Estimated Accuracy
 AW2786;SPC TXSC     - 4,224,370.    1,021,350.      MT  (+/- 180 meters Scaled)
 AW2786
 AW2786                          SUPERSEDED SURVEY CONTROL
 AW2786
 AW2786  NGVD 29 (??/??/92)    7.078  (m)           23.22   (f) ADJ UNCH    1 2
 AW2786
 AW2786.Superseded values are not recommended for survey control.
 AW2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2786.See file dsdata.txt to determine how the superseded data were derived.
 AW2786
 AW2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN413963(NAD 83)
 AW2786_MARKER: DB = BENCH MARK DISK
 AW2786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2786_SP_SET: BRIDGE
 AW2786_STAMPING: W 1145 1959
 AW2786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2786+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2786
 AW2786  HISTORY     - Date     Condition        Report By
 AW2786  HISTORY     - 1959     MONUMENTED       CGS
 AW2786  HISTORY     - 1971     GOOD             NGS
 AW2786  HISTORY     - 1990     GOOD             USPSQD
 AW2786  HISTORY     - 19960923 GOOD             USPSQD
 AW2786  HISTORY     - 20010331 GOOD             NGS
 AW2786  HISTORY     - 20040220 GOOD             USPSQD
 AW2786  HISTORY     - 20060120 GOOD             USPSQD
 AW2786
 AW2786                          STATION DESCRIPTION
 AW2786
 AW2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2786'3.05 MI E FROM ANAHUAC.
 AW2786'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COUNTY
 AW2786'COURTHOUSE AT ANAHUAC, THENCE ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY
 AW2786'61, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP, AND 4
 AW2786'FEET NORTH OF THE SOUTH END OF THE SOUTH CONCRETE RETAINING WALL AT
 AW2786'THE SOUTHEAST CORNER OF THE BRIDGE OVER A CANAL, 162 FEET NORTH OF THE
 AW2786'CENTER OF THE INTERSECTION OF STATE HIGHWAY 73-T AND FARM ROAD 562, 2
 AW2786'FEET SOUTH OF A CONCRETE PILLAR SUPPORTING A STEEL GUARD RAIL, AND
 AW2786'ABOUT LEVEL WITH THE HIGHWAY.
 AW2786
 AW2786                          STATION RECOVERY (1971)
 AW2786
 AW2786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2786'RECOVERED IN GOOD CONDITION.
 AW2786
 AW2786                          STATION RECOVERY (1990)
 AW2786
 AW2786'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW2786'RECOVERED IN GOOD CONDITION.
 AW2786
 AW2786                          STATION RECOVERY (1996)
 AW2786
 AW2786'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2786'RECOVERED IN GOOD CONDITION.
 AW2786
 AW2786                          STATION RECOVERY (2001)
 AW2786
 AW2786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2786'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2786
 AW2786                          STATION RECOVERY (2004)
 AW2786
 AW2786'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2786'RECOVERED IN GOOD CONDITION.
 AW2786
 AW2786                          STATION RECOVERY (2006)
 AW2786
 AW2786'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2786'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3781 ***********************************************************************
 AW3781  DESIGNATION -  W 1146
 AW3781  PID         -  AW3781
 AW3781  STATE/COUNTY-  TX/HARRIS
 AW3781  USGS QUAD   -  PASADENA (1995)
 AW3781
 AW3781                         *CURRENT SURVEY CONTROL
 AW3781  ___________________________________________________________________
 AW3781* NAD 83(1986)-  29 42 39.     (N)    095 13 11.     (W)     SCALED    
 AW3781* NAVD 88     -         7.66   (+/-2cm)      25.1    (feet)  VERTCON   
 AW3781  ___________________________________________________________________
 AW3781  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3781
 AW3781  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3781
 AW3781.The horizontal coordinates were scaled from a topographic map and have
 AW3781.an estimated accuracy of +/- 6 seconds.
 AW3781
 AW3781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3781.The vertical order pertains to the NGVD 29 superseded value.
 AW3781
 AW3781.The geoid height was determined by GEOID03.
 AW3781
 AW3781;                    North         East    Units  Estimated Accuracy
 AW3781;SPC TXSC     - 4,213,990.      965,690.      MT  (+/- 180 meters Scaled)
 AW3781
 AW3781                          SUPERSEDED SURVEY CONTROL
 AW3781
 AW3781  NGVD 29 (??/??/92)    7.653  (m)           25.11   (f) ADJ UNCH    1 2
 AW3781
 AW3781.Superseded values are not recommended for survey control.
 AW3781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3781.See file dsdata.txt to determine how the superseded data were derived.
 AW3781
 AW3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN852888(NAD 83)
 AW3781_MARKER: DB = BENCH MARK DISK
 AW3781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3781_STAMPING: W 1146 1959
 AW3781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3781+STABILITY: SURFACE MOTION
 AW3781
 AW3781  HISTORY     - Date     Condition        Report By
 AW3781  HISTORY     - 1959     MONUMENTED       CGS
 AW3781  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3781  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW3781  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 AW3781  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3781
 AW3781                          STATION DESCRIPTION
 AW3781
 AW3781'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3781'1.1 MI SW FROM PASADENA.
 AW3781'ABOUT 1.1 MILE SOUTHWEST ALONG NORTH RICHEY STREET, FROM THE SOUTH END
 AW3781'OF THE WASHBURN TUNNEL AT PASADENA, AT THE JUNCTION WITH STATE HIGHWAY
 AW3781'225, 41 FEET WEST OF THE CENTER LINE OF NORTH RICHEY STREET, 123 FEET
 AW3781'NORTH OF THE CENTER LINE OF THE HIGHWAY, 114 FEET EAST OF THE
 AW3781'SOUTHEAST CORNER OF A SERVICE STATION, 13 FEET WEST OF THE WEST CURB
 AW3781'OF NORTH RICHEY STREET, IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3781'GROUND.
 AW3781
 AW3781                          STATION RECOVERY (1973)
 AW3781
 AW3781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3781'MARK NOT FOUND.
 AW3781
 AW3781                          STATION RECOVERY (1998)
 AW3781
 AW3781'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3781'MARK NOT FOUND.
 AW3781
 AW3781                          STATION RECOVERY (2003)
 AW3781
 AW3781'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW3781'MARK NOT FOUND.
 AW3781
 AW3781                          STATION RECOVERY (2004)
 AW3781
 AW3781'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1717 ***********************************************************************
 AW1717  DESIGNATION -  W 1147
 AW1717  PID         -  AW1717
 AW1717  STATE/COUNTY-  TX/HARRIS
 AW1717  USGS QUAD   -  PASADENA (1995)
 AW1717
 AW1717                         *CURRENT SURVEY CONTROL
 AW1717  ___________________________________________________________________
 AW1717* NAD 83(1986)-  29 42 02.     (N)    095 10 17.     (W)     SCALED    
 AW1717* NAVD 88     -         9.231  (meters)      30.29   (feet)  ADJUSTED  
 AW1717  ___________________________________________________________________
 AW1717  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1717  DYNAMIC HT  -           9.219 (meters)      30.25  (feet)  COMP
 AW1717  MODELED GRAV-     979,282.6   (mgal)                       NAVD 88
 AW1717
 AW1717  VERT ORDER  -  FIRST     CLASS II
 AW1717
 AW1717.The horizontal coordinates were scaled from a topographic map and have
 AW1717.an estimated accuracy of +/- 6 seconds.
 AW1717
 AW1717.The orthometric height was determined by differential leveling
 AW1717.and adjusted by the National Geodetic Survey in June 1991..
 AW1717
 AW1717.The geoid height was determined by GEOID03.
 AW1717
 AW1717.The dynamic height is computed by dividing the NAVD 88
 AW1717.geopotential number by the normal gravity value computed on the
 AW1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1717.degrees latitude (g = 980.6199 gals.).
 AW1717
 AW1717.The modeled gravity was interpolated from observed gravity values.
 AW1717
 AW1717;                    North         East    Units  Estimated Accuracy
 AW1717;SPC TXSC     - 4,213,000.      970,400.      MT  (+/- 180 meters Scaled)
 AW1717
 AW1717                          SUPERSEDED SURVEY CONTROL
 AW1717
 AW1717  NGVD 29 (12/23/87)    9.228  (m)           30.28   (f) ADJUSTED    1 2
 AW1717
 AW1717.Superseded values are not recommended for survey control.
 AW1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1717.See file dsdata.txt to determine how the superseded data were derived.
 AW1717
 AW1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN899875(NAD 83)
 AW1717_MARKER: DB = BENCH MARK DISK
 AW1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1717_SP_SET: CONCRETE POST
 AW1717_STAMPING: W 1147 1959
 AW1717_MARK LOGO: CGS   
 AW1717_PROJECTION: RECESSED 10 CENTIMETERS
 AW1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1717+STABILITY: SURFACE MOTION
 AW1717
 AW1717  HISTORY     - Date     Condition        Report By
 AW1717  HISTORY     - 1959     MONUMENTED       CGS
 AW1717  HISTORY     - 1964     GOOD             NGS
 AW1717  HISTORY     - 1978     GOOD             NGS
 AW1717  HISTORY     - 1986     GOOD             NGS
 AW1717  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1717  HISTORY     - 1989     GOOD             USPSQD
 AW1717  HISTORY     - 1989     GOOD             USPSQD
 AW1717  HISTORY     - 1989     GOOD             USPSQD
 AW1717  HISTORY     - 1990     GOOD             USPSQD
 AW1717  HISTORY     - 1990     GOOD             USPSQD
 AW1717  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1717  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1717  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW1717
 AW1717                          STATION DESCRIPTION
 AW1717
 AW1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1717'4.95 MI SE FROM PASADENA.
 AW1717'ABOUT 1.1 MILES SOUTHWEST ALONG NORTH RICHEY STREET FROM THE SOUTH END
 AW1717'OF THE WASHBURN TUNNEL AT PASADESA, THENCE 2.95 MILES EAST ALONG STATE
 AW1717'HIGHWAY 225, THENCE 0.9 MILE SOUTH ALONG SOUTH AVENUE, OR ABOUT 0.1
 AW1717'MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON RAILROAD
 AW1717'FROM THE STATION AT DUMONT, THENCE 3.75 MILES EAST ALONG SPENCER
 AW1717'HIGHWAY, THENCE 1.9 MILES NORTH ALONG PRESTON AVENUE, THENCE 0.1 MILE
 AW1717'EAST ALONG SOUTHMORE AVENUE, THENCE 0.6 MILE NORTH ALONG SOUTH AVENUE,
 AW1717'63 FEET WEST OF THE CENTER LINE OF THE AVENUE, 155 FEET SOUTH OF THE
 AW1717'EXTENDED CENTER LINE OF FLAMBOROUG DRIVE LEADING EAST, 20 FEET
 AW1717'NORTHEAST OF THE NORTHEAST LEG OF A PYLON, 13 1/2 FEET WEST OF A POWER
 AW1717'POLE, 11 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 AW1717'BUILDING, DIRECTLY UNDER A BOARD FENCE WHICH CONNECTS TO THE CORNER OF
 AW1717'THE BUILDING, 9 FEET EAST OF A POLE BEARING A TRANSFORMER, 13.5 FEET
 AW1717'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 AW1717'ABOUT 5 INCHES BELOW THE LEVEL OF THE GROUND.  NOTE-- THE CENTER OF
 AW1717'THE DISK IS ABOUT 1 1/2 INCHES SOUTH OF THE BOARD FENCE.
 AW1717
 AW1717                          STATION RECOVERY (1978)
 AW1717
 AW1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1717'RECOVERED IN GOOD CONDITION.
 AW1717
 AW1717                          STATION RECOVERY (1986)
 AW1717
 AW1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1717'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1717'EXCEPT THE BOARD FENCE AND THE WITNESS POST MENTIONED THEREIN NO
 AW1717'LONGER EXIST.  CHANGE PILON MEASURMENT TO READ 7.89 METERS (25.9 FT)
 AW1717'NORTHEAST OF THE NORTHEAST LEG OF A HIGHWAY TENSION POWER LINE.
 AW1717
 AW1717                          STATION RECOVERY (1987)
 AW1717
 AW1717'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1717'MARK NOT FOUND.
 AW1717
 AW1717                          STATION RECOVERY (1989)
 AW1717
 AW1717'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1717'RECOVERED IN GOOD CONDITION.
 AW1717
 AW1717                          STATION RECOVERY (1989)
 AW1717
 AW1717'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1717'RECOVERED IN GOOD CONDITION.
 AW1717
 AW1717                          STATION RECOVERY (1989)
 AW1717
 AW1717'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1717'RECOVERED IN GOOD CONDITION.
 AW1717
 AW1717                          STATION RECOVERY (1990)
 AW1717
 AW1717'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1717'RECOVERED IN GOOD CONDITION.
 AW1717
 AW1717                          STATION RECOVERY (1990)
 AW1717
 AW1717'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1717'RECOVERED IN GOOD CONDITION.
 AW1717
 AW1717                          STATION RECOVERY (2002)
 AW1717
 AW1717'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 AW1717'MARK NOT FOUND.
 AW1717
 AW1717                          STATION RECOVERY (2002)
 AW1717
 AW1717'RECOVERY NOTE BY US POWER SQUADRON 2002 (PM)
 AW1717'MARK NOT FOUND.
 AW1717
 AW1717                          STATION RECOVERY (2004)
 AW1717
 AW1717'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0136 ***********************************************************************
 AW0136  DESIGNATION -  W 1148
 AW0136  PID         -  AW0136
 AW0136  STATE/COUNTY-  TX/WALLER
 AW0136  USGS QUAD   -  BROOKSHIRE (1980)
 AW0136
 AW0136                         *CURRENT SURVEY CONTROL
 AW0136  ___________________________________________________________________
 AW0136* NAD 83(1986)-  29 47 33.     (N)    095 54 57.     (W)     SCALED    
 AW0136* NAVD 88     -        48.66   (+/-2cm)     159.6    (feet)  VERTCON   
 AW0136  ___________________________________________________________________
 AW0136  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW0136
 AW0136  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0136
 AW0136.The horizontal coordinates were scaled from a topographic map and have
 AW0136.an estimated accuracy of +/- 6 seconds.
 AW0136
 AW0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0136.The vertical order pertains to the NGVD 29 superseded value.
 AW0136
 AW0136.The geoid height was determined by GEOID03.
 AW0136
 AW0136;                    North         East    Units  Estimated Accuracy
 AW0136;SPC TXSC     - 4,221,060.      898,130.      MT  (+/- 180 meters Scaled)
 AW0136
 AW0136                          SUPERSEDED SURVEY CONTROL
 AW0136
 AW0136  NGVD 29 (??/??/92)   48.642  (m)          159.59   (f) ADJ UNCH    1 1
 AW0136
 AW0136.Superseded values are not recommended for survey control.
 AW0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0136.See file dsdata.txt to determine how the superseded data were derived.
 AW0136
 AW0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN181993(NAD 83)
 AW0136_MARKER: DB = BENCH MARK DISK
 AW0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0136_SP_SET: CASING FLANGE
 AW0136_STAMPING: W 1148 1959
 AW0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0136
 AW0136  HISTORY     - Date     Condition        Report By
 AW0136  HISTORY     - 1959     MONUMENTED       CGS
 AW0136  HISTORY     - 1973     GOOD             NGS
 AW0136  HISTORY     - 1976     GOOD             NGS
 AW0136  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0136  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0136  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AW0136  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW0136
 AW0136                          STATION DESCRIPTION
 AW0136
 AW0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0136'2.9 MI E FROM BROOKSHIRE.
 AW0136'ABOUT 2.4 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0136'STATION AT BROOKSHIRE, THENCE ABOUT 0.4 MILE NORTH ALONG A PRIVATE
 AW0136'GRAVEL ROAD NORTH OF THE TRACKS, THENCE 0.1 MILE WEST ALONG A PRIVATE
 AW0136'DIRT ROAD IN THE KATY GAS FIELD, ABOUT 36.6 FEET NORTH OF THE CENTER
 AW0136'LINE AT THE END OF THE ROAD, CEMENTED ON THE EAST SIDE (VERTICALLY) OF
 AW0136'THE 10 3/4-INCH CASING FLANGE OF WELL 11, UNIT 2, WHICH IS 2,507.74
 AW0136'FEET DEEP, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.
 AW0136
 AW0136                          STATION RECOVERY (1976)
 AW0136
 AW0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0136'RECOVERED IN GOOD CONDITION.
 AW0136
 AW0136                          STATION RECOVERY (1978)
 AW0136
 AW0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0136'NOT RECOVERED, ALL OF THE WELL CASINGS AROUND THEM HAD CONCRETE
 AW0136'WALKWAYS.
 AW0136
 AW0136                          STATION RECOVERY (1990)
 AW0136
 AW0136'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0136'MARK NOT FOUND.
 AW0136
 AW0136                          STATION RECOVERY (1992)
 AW0136
 AW0136'RECOVERY NOTE BY US POWER SQUADRON 1992
 AW0136'MARK NOT FOUND.
 AW0136
 AW0136                          STATION RECOVERY (2004)
 AW0136
 AW0136'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1262 ***********************************************************************
 BL1262  DESIGNATION -  W 1149
 BL1262  PID         -  BL1262
 BL1262  STATE/COUNTY-  TX/MONTGOMERY
 BL1262  USGS QUAD   -  CONROE (1976)
 BL1262
 BL1262                         *CURRENT SURVEY CONTROL
 BL1262  ___________________________________________________________________
 BL1262* NAD 83(1986)-  30 20 58.     (N)    095 27 33.     (W)     SCALED    
 BL1262* NAVD 88     -        69.33   (+/-2cm)     227.5    (feet)  VERTCON   
 BL1262  ___________________________________________________________________
 BL1262  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1262
 BL1262  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1262
 BL1262.The horizontal coordinates were scaled from a topographic map and have
 BL1262.an estimated accuracy of +/- 6 seconds.
 BL1262
 BL1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1262.The vertical order pertains to the NGVD 29 superseded value.
 BL1262
 BL1262.The geoid height was determined by GEOID03.
 BL1262
 BL1262;                    North         East    Units  Estimated Accuracy
 BL1262;SPC TX C     - 3,085,960.    1,168,460.      MT  (+/- 180 meters Scaled)
 BL1262
 BL1262                          SUPERSEDED SURVEY CONTROL
 BL1262
 BL1262  NGVD 29 (??/??/92)   69.331  (m)          227.46   (f) ADJ UNCH    1 1
 BL1262
 BL1262.Superseded values are not recommended for survey control.
 BL1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1262.See file dsdata.txt to determine how the superseded data were derived.
 BL1262
 BL1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP636600(NAD 83)
 BL1262_MARKER: DB = BENCH MARK DISK
 BL1262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BL1262_STAMPING: W 1149 1959
 BL1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1262
 BL1262  HISTORY     - Date     Condition        Report By
 BL1262  HISTORY     - 1959     MONUMENTED       CGS
 BL1262  HISTORY     - 1973     GOOD             NGS
 BL1262  HISTORY     - 1978     GOOD             NGS
 BL1262  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1262
 BL1262                          STATION DESCRIPTION
 BL1262
 BL1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1262'2.8 MI N FROM CONROE.
 BL1262'ABOUT 2.8 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1262'AT CONROE, AT MILE POST 109, 32.2 FEET WEST OF THE WEST RAIL, 13 1/2
 BL1262'FEET EAST OF A FENCE, 5 FEET NORTHEAST OF THE MILEPOST, 1 FOOT SOUTH
 BL1262'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE RAIL, AND IS A
 BL1262'DISK SET ON TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 0.4 FOOT.
 BL1262
 BL1262                          STATION RECOVERY (1978)
 BL1262
 BL1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1262'RECOVERED IN GOOD CONDITION.
 BL1262
 BL1262                          STATION RECOVERY (1987)
 BL1262
 BL1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1262'THERE HAS BEEN UNDERGROUND CABLE CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2191 ***********************************************************************
 CS2191  DESIGNATION -  W 115
 CS2191  PID         -  CS2191
 CS2191  STATE/COUNTY-  TX/SOMERVELL
 CS2191  USGS QUAD   -  GLEN ROSE WEST (1979)
 CS2191
 CS2191                         *CURRENT SURVEY CONTROL
 CS2191  ___________________________________________________________________
 CS2191* NAD 83(1986)-  32 14 17.     (N)    097 45 01.     (W)     SCALED    
 CS2191* NAVD 88     -       188.895  (meters)     619.73   (feet)  ADJUSTED  
 CS2191  ___________________________________________________________________
 CS2191  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS2191  DYNAMIC HT  -         188.663 (meters)     618.97  (feet)  COMP
 CS2191  MODELED GRAV-     979,409.3   (mgal)                       NAVD 88
 CS2191
 CS2191  VERT ORDER  -  SECOND    CLASS 0
 CS2191
 CS2191.The horizontal coordinates were scaled from a topographic map and have
 CS2191.an estimated accuracy of +/- 6 seconds.
 CS2191
 CS2191.The orthometric height was determined by differential leveling
 CS2191.and adjusted by the National Geodetic Survey in June 1991..
 CS2191
 CS2191.The geoid height was determined by GEOID03.
 CS2191
 CS2191.The dynamic height is computed by dividing the NAVD 88
 CS2191.geopotential number by the normal gravity value computed on the
 CS2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2191.degrees latitude (g = 980.6199 gals.).
 CS2191
 CS2191.The modeled gravity was interpolated from observed gravity values.
 CS2191
 CS2191;                    North         East    Units  Estimated Accuracy
 CS2191;SPC TXNC     - 2,063,620.      670,660.      MT  (+/- 180 meters Scaled)
 CS2191
 CS2191                          SUPERSEDED SURVEY CONTROL
 CS2191
 CS2191  NGVD 29 (??/??/92)  188.862  (m)          619.62   (f) ADJ UNCH    2 0
 CS2191
 CS2191.Superseded values are not recommended for survey control.
 CS2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2191.See file dsdata.txt to determine how the superseded data were derived.
 CS2191
 CS2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA177675(NAD 83)
 CS2191_MARKER: DB = BENCH MARK DISK
 CS2191_SETTING: 66 = SET IN ROCK OUTCROP
 CS2191_SP_SET: BEDROCK
 CS2191_STAMPING: W 115 1933 619.625
 CS2191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2191+STABILITY: POSITION/ELEVATION WELL
 CS2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2191+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 CS2191
 CS2191  HISTORY     - Date     Condition        Report By
 CS2191  HISTORY     - 1933     MONUMENTED       CGS
 CS2191  HISTORY     - 1952     GOOD             NGS
 CS2191  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2191  HISTORY     - 20010318 GOOD             USPSQD
 CS2191  HISTORY     - 20021214 GOOD             GEOCAC
 CS2191  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2191  HISTORY     - 20060413 GOOD             TXDOT
 CS2191  HISTORY     - 20060413 GOOD             TXDOT
 CS2191
 CS2191                          STATION DESCRIPTION
 CS2191
 CS2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2191'IN GLEN ROSE.
 CS2191'IT AT GLEN ROSE, SOMERVELL COUNTY, ALONG THE OLD ROUTE OF HIGHWAY NO.
 CS2191'144, ABOUT 0.4 MILE NORTHEAST OF THE COURTHOUSE, 30 FEET NORTH OF THE
 CS2191'CENTERLINE OF THE PAVED STREET, 12 FEET WEST OF THE STEPS LEADING TO
 CS2191'THE GRESHAM HOUSE, IN A LARGE ROCK LEDGE, ABOUT 3 FEET ABOVE THE
 CS2191'GROUND AND 6 FEET ABOVE THE LEVEL OF THE STREET.  A STANDARD DISK SET
 CS2191'VERTICALLY IN THE FACE OF THE LEDGE AND STAMPED, W 115 1933 619.625.
 CS2191
 CS2191                          STATION RECOVERY (1999)
 CS2191
 CS2191'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2191'MARK NOT FOUND.
 CS2191
 CS2191                          STATION RECOVERY (2001)
 CS2191
 CS2191'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS2191'RECOVERED IN GOOD CONDITION.
 CS2191
 CS2191                          STATION RECOVERY (2002)
 CS2191
 CS2191'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2191'MARK WAS WELL HIDEN BEHIND A BUSH.
 CS2191
 CS2191                          STATION RECOVERY (2004)
 CS2191
 CS2191'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS2191'MARK NOT FOUND.
 CS2191
 CS2191                          STATION RECOVERY (2006)
 CS2191
 CS2191'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2006 (JV)
 CS2191'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION FORT WORTH
 CS2191'DISTRICT RECOVERED IN GOOD CONDITION.
 CS2191
 CS2191                          STATION RECOVERY (2006)
 CS2191
 CS2191'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2006 (JV)
 CS2191'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION FORT WORTH
 CS2191'DISTRICT RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2300 ***********************************************************************
 AW2300  DESIGNATION -  W 1150
 AW2300  PID         -  AW2300
 AW2300  STATE/COUNTY-  TX/HARRIS
 AW2300  USGS QUAD   -  BELLAIRE (1995)
 AW2300
 AW2300                         *CURRENT SURVEY CONTROL
 AW2300  ___________________________________________________________________
 AW2300* NAD 83(1986)-  29 39 40.     (N)    095 25 46.     (W)     SCALED    
 AW2300* NAVD 88     -        17.559  (meters)      57.61   (feet)  ADJUSTED  
 AW2300  ___________________________________________________________________
 AW2300  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW2300  DYNAMIC HT  -          17.535 (meters)      57.53  (feet)  COMP
 AW2300  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 AW2300
 AW2300  VERT ORDER  -  FIRST     CLASS II
 AW2300
 AW2300.The horizontal coordinates were scaled from a topographic map and have
 AW2300.an estimated accuracy of +/- 6 seconds.
 AW2300
 AW2300.The orthometric height was determined by differential leveling
 AW2300.and adjusted by the National Geodetic Survey in June 1991..
 AW2300
 AW2300.The geoid height was determined by GEOID03.
 AW2300
 AW2300.The dynamic height is computed by dividing the NAVD 88
 AW2300.geopotential number by the normal gravity value computed on the
 AW2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2300.degrees latitude (g = 980.6199 gals.).
 AW2300
 AW2300.The modeled gravity was interpolated from observed gravity values.
 AW2300
 AW2300;                    North         East    Units  Estimated Accuracy
 AW2300;SPC TXSC     - 4,207,840.      945,580.      MT  (+/- 180 meters Scaled)
 AW2300
 AW2300                          SUPERSEDED SURVEY CONTROL
 AW2300
 AW2300  NGVD 29 (12/23/87)   17.555  (m)           57.59   (f) ADJUSTED    1 2
 AW2300
 AW2300.Superseded values are not recommended for survey control.
 AW2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2300.See file dsdata.txt to determine how the superseded data were derived.
 AW2300
 AW2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN648837(NAD 83)
 AW2300_MARKER: DB = BENCH MARK DISK
 AW2300_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW2300_SP_SET: BUILDING FOUNDATION
 AW2300_STAMPING: W 1150 1959
 AW2300_MARK LOGO: CGS   
 AW2300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW2300+STABILITY: POSITION/ELEVATION WELL
 AW2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW2300+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 AW2300
 AW2300  HISTORY     - Date     Condition        Report By
 AW2300  HISTORY     - 1959     MONUMENTED       CGS
 AW2300  HISTORY     - 1973     GOOD             NGS
 AW2300  HISTORY     - 1978     GOOD             NGS
 AW2300  HISTORY     - 1986     GOOD             NGS
 AW2300  HISTORY     - 1987     GOOD             USPSQD
 AW2300  HISTORY     - 1987     GOOD             USPSQD
 AW2300  HISTORY     - 19931106 GOOD             USPSQD
 AW2300  HISTORY     - 20040128 GOOD             LJA
 AW2300
 AW2300                          STATION DESCRIPTION
 AW2300
 AW2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2300'5.65 MI SW FROM HOUSTON.
 AW2300'5.65 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2300'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, 2 TELEPHONE POLES
 AW2300'NORTHEAST OF THE JUNCTION OF HOLMES ROAD AND PETRO LANE, AT THE
 AW2300'CROSSING OF AN ASPHALT DRIVEWAY TO A HOUSE AT 410 HOLMES ROAD, SET
 AW2300'VERTICALLY IN THE SOUTH FACE OF THE SOUTH CONCRETE FOUNDATION OF A
 AW2300'LARGE METAL BUILDING, 57.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 26
 AW2300'FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 1.8 FEET WEST OF
 AW2300'THE SOUTHEAST CORNER OF THE FOUNDATION, ABOUT 1 1/2 FEET LOWER THAN
 AW2300'THE TRACK, AND 1/2 FOOT HIGHER THAN THE DRIVEWAY.
 AW2300
 AW2300                          STATION RECOVERY (1978)
 AW2300
 AW2300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2300'RECOVERED IN GOOD CONDITION.
 AW2300
 AW2300                          STATION RECOVERY (1986)
 AW2300
 AW2300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2300'RECOVERED IN GOOD CONDITION.
 AW2300
 AW2300                          STATION RECOVERY (1987)
 AW2300
 AW2300'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2300'RECOVERED IN GOOD CONDITION.
 AW2300
 AW2300                          STATION RECOVERY (1987)
 AW2300
 AW2300'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2300'RECOVERED IN GOOD CONDITION.
 AW2300
 AW2300                          STATION RECOVERY (1993)
 AW2300
 AW2300'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2300'RECOVERED IN GOOD CONDITION.
 AW2300
 AW2300                          STATION RECOVERY (2004)
 AW2300
 AW2300'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AW2300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0741 ***********************************************************************
 CT0741  DESIGNATION -  W 1152
 CT0741  PID         -  CT0741
 CT0741  STATE/COUNTY-  TX/JONES
 CT0741  USGS QUAD   -  FUNSTON (1965)
 CT0741
 CT0741                         *CURRENT SURVEY CONTROL
 CT0741  ___________________________________________________________________
 CT0741* NAD 83(1986)-  32 52 06.     (N)    099 51 28.     (W)     SCALED    
 CT0741* NAVD 88     -       495.339  (meters)    1625.12   (feet)  ADJUSTED  
 CT0741  ___________________________________________________________________
 CT0741  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CT0741  DYNAMIC HT  -         494.705 (meters)    1623.04  (feet)  COMP
 CT0741  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 CT0741
 CT0741  VERT ORDER  -  SECOND    CLASS 0
 CT0741
 CT0741.The horizontal coordinates were scaled from a topographic map and have
 CT0741.an estimated accuracy of +/- 6 seconds.
 CT0741
 CT0741.The orthometric height was determined by differential leveling
 CT0741.and adjusted by the National Geodetic Survey in June 1991..
 CT0741
 CT0741.The geoid height was determined by GEOID03.
 CT0741
 CT0741.The dynamic height is computed by dividing the NAVD 88
 CT0741.geopotential number by the normal gravity value computed on the
 CT0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0741.degrees latitude (g = 980.6199 gals.).
 CT0741
 CT0741.The modeled gravity was interpolated from observed gravity values.
 CT0741
 CT0741;                    North         East    Units  Estimated Accuracy
 CT0741;SPC TXNC     - 2,134,070.      472,940.      MT  (+/- 180 meters Scaled)
 CT0741
 CT0741                          SUPERSEDED SURVEY CONTROL
 CT0741
 CT0741  NGVD 29 (??/??/92)  495.148  (m)         1624.50   (f) ADJ UNCH    2 0
 CT0741
 CT0741.Superseded values are not recommended for survey control.
 CT0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0741.See file dsdata.txt to determine how the superseded data were derived.
 CT0741
 CT0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB197370(NAD 83)
 CT0741_MARKER: DB = BENCH MARK DISK
 CT0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0741_STAMPING: W 1152 1961
 CT0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0741+STABILITY: SURFACE MOTION
 CT0741
 CT0741  HISTORY     - Date     Condition        Report By
 CT0741  HISTORY     - 1961     MONUMENTED       CGS
 CT0741
 CT0741                          STATION DESCRIPTION
 CT0741
 CT0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0741'6.05 MI SW FROM STAMFORD.
 CT0741'5.0 MILES SOUTHWEST ALONG THE WICHITA VALLEY RAILROAD FROM THE
 CT0741'RAILROAD STATION AT STAMFORD, THENCE 1.05 MILES WEST ALONG FARM ROAD
 CT0741'1636, 45 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 1636, 3 FEET NORTH
 CT0741'OF A POWER POLE NUMBER 917, LEVEL WITH THE ROAD, 3 FEET EAST OF A
 CT0741'METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE
 CT0741'POST 4 FEET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0228 ***********************************************************************
 CU0228  DESIGNATION -  W 1157
 CU0228  PID         -  CU0228
 CU0228  STATE/COUNTY-  TX/TAYLOR
 CU0228  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0228
 CU0228                         *CURRENT SURVEY CONTROL
 CU0228  ___________________________________________________________________
 CU0228* NAD 83(1986)-  32 19 38.     (N)    100 07 21.     (W)     SCALED    
 CU0228* NAVD 88     -       665.818  (meters)    2184.44   (feet)  ADJUSTED  
 CU0228  ___________________________________________________________________
 CU0228  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CU0228  DYNAMIC HT  -         664.931 (meters)    2181.53  (feet)  COMP
 CU0228  MODELED GRAV-     979,286.1   (mgal)                       NAVD 88
 CU0228
 CU0228  VERT ORDER  -  SECOND    CLASS 0
 CU0228
 CU0228.The horizontal coordinates were scaled from a topographic map and have
 CU0228.an estimated accuracy of +/- 6 seconds.
 CU0228
 CU0228.The orthometric height was determined by differential leveling
 CU0228.and adjusted by the National Geodetic Survey in June 1991..
 CU0228
 CU0228.The geoid height was determined by GEOID03.
 CU0228
 CU0228.The dynamic height is computed by dividing the NAVD 88
 CU0228.geopotential number by the normal gravity value computed on the
 CU0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0228.degrees latitude (g = 980.6199 gals.).
 CU0228
 CU0228.The modeled gravity was interpolated from observed gravity values.
 CU0228
 CU0228;                    North         East    Units  Estimated Accuracy
 CU0228;SPC TXNC     - 2,074,430.      447,250.      MT  (+/- 180 meters Scaled)
 CU0228
 CU0228                          SUPERSEDED SURVEY CONTROL
 CU0228
 CU0228  NGVD 29 (??/??/92)  665.620  (m)         2183.79   (f) ADJ UNCH    2 0
 CU0228
 CU0228.Superseded values are not recommended for survey control.
 CU0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0228.See file dsdata.txt to determine how the superseded data were derived.
 CU0228
 CU0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA943772(NAD 83)
 CU0228_MARKER: DB = BENCH MARK DISK
 CU0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0228_STAMPING: W 1157 1961
 CU0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0228+STABILITY: SURFACE MOTION
 CU0228
 CU0228  HISTORY     - Date     Condition        Report By
 CU0228  HISTORY     - 1961     MONUMENTED       CGS
 CU0228
 CU0228                          STATION DESCRIPTION
 CU0228
 CU0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0228'15.8 MI S FROM MERKEL.
 CU0228'15.8 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0228'51 FEET EAST OF THE CENTER LINE OF FARM ROAD 126, 48 FEET SOUTH OF A
 CU0228'DRIVEWAY INTO A FARM HOUSE, 10 FEET WEST OF A POWER POLE WITH ONE
 CU0228'GUYWIRE AND A TRANSFORMER, 1 FOOT WEST OF A FENCE, LEVEL WITH THE
 CU0228'ROAD, 6 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 CU0228'12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH
 CU0228'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0591 ***********************************************************************
 CT0591  DESIGNATION -  W 1158
 CT0591  PID         -  CT0591
 CT0591  STATE/COUNTY-  TX/CALLAHAN
 CT0591  USGS QUAD   -  EULA (1984)
 CT0591
 CT0591                         *CURRENT SURVEY CONTROL
 CT0591  ___________________________________________________________________
 CT0591* NAD 83(1986)-  32 17 49.     (N)    099 30 24.     (W)     SCALED    
 CT0591* NAVD 88     -       587.988  (meters)    1929.09   (feet)  POSTED    
 CT0591  ___________________________________________________________________
 CT0591  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CT0591  DYNAMIC HT  -         587.210 (meters)    1926.54  (feet)  COMP
 CT0591  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 CT0591
 CT0591  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0591
 CT0591.The horizontal coordinates were scaled from a topographic map and have
 CT0591.an estimated accuracy of +/- 6 seconds.
 CT0591
 CT0591.The orthometric height was determined by differential leveling
 CT0591.and adjusted by the National Geodetic Survey in 1992..
 CT0591.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0591.rate of 0.0 thru 1.0 mm/km.
 CT0591
 CT0591.The geoid height was determined by GEOID03.
 CT0591
 CT0591.The dynamic height is computed by dividing the NAVD 88
 CT0591.geopotential number by the normal gravity value computed on the
 CT0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0591.degrees latitude (g = 980.6199 gals.).
 CT0591
 CT0591.The modeled gravity was interpolated from observed gravity values.
 CT0591
 CT0591;                    North         East    Units  Estimated Accuracy
 CT0591;SPC TXNC     - 2,070,350.      505,190.      MT  (+/- 180 meters Scaled)
 CT0591
 CT0591                          SUPERSEDED SURVEY CONTROL
 CT0591
 CT0591  NGVD 29 (??/??/92)  587.822  (m)         1928.55   (f) ADJ UNCH    1 2
 CT0591
 CT0591.Superseded values are not recommended for survey control.
 CT0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0591.See file dsdata.txt to determine how the superseded data were derived.
 CT0591
 CT0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA522734(NAD 83)
 CT0591_MARKER: DB = BENCH MARK DISK
 CT0591_SETTING: 66 = SET IN ROCK OUTCROP
 CT0591_SP_SET: ROCK OUTCROP
 CT0591_STAMPING: W 1158 1961
 CT0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0591+STABILITY: POSITION/ELEVATION WELL
 CT0591
 CT0591  HISTORY     - Date     Condition        Report By
 CT0591  HISTORY     - 1961     MONUMENTED       CGS
 CT0591
 CT0591                          STATION DESCRIPTION
 CT0591
 CT0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0591'8.4 MI SW FROM CLYDE.
 CT0591'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0591'TO FARM ROAD 604, THENCE 8.2 MILES SOUTHWEST ALONG FARM ROAD 604, 43.4
 CT0591'FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A FENCE, 1
 CT0591'FOOT ABOVE THE LEVEL OF THE ROAD 4.8 FEET SOUTHEAST OF A METAL WITNESS
 CT0591'POST WITH SIGN, SET IN THE CENTER OF THE TOP OF AN OUTCROP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0576 ***********************************************************************
 CT0576  DESIGNATION -  W 1159
 CT0576  PID         -  CT0576
 CT0576  STATE/COUNTY-  TX/TAYLOR
 CT0576  USGS QUAD   -  ABILENE EAST (1987)
 CT0576
 CT0576                         *CURRENT SURVEY CONTROL
 CT0576  ___________________________________________________________________
 CT0576* NAD 83(1986)-  32 28 28.     (N)    099 38 20.     (W)     SCALED    
 CT0576* NAVD 88     -       535.046  (meters)    1755.40   (feet)  ADJUSTED  
 CT0576  ___________________________________________________________________
 CT0576  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CT0576  DYNAMIC HT  -         534.351 (meters)    1753.12  (feet)  COMP
 CT0576  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 CT0576
 CT0576  VERT ORDER  -  SECOND    CLASS 0
 CT0576
 CT0576.The horizontal coordinates were scaled from a topographic map and have
 CT0576.an estimated accuracy of +/- 6 seconds.
 CT0576
 CT0576.The orthometric height was determined by differential leveling
 CT0576.and adjusted by the National Geodetic Survey in June 1991..
 CT0576
 CT0576.The geoid height was determined by GEOID03.
 CT0576
 CT0576.The dynamic height is computed by dividing the NAVD 88
 CT0576.geopotential number by the normal gravity value computed on the
 CT0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0576.degrees latitude (g = 980.6199 gals.).
 CT0576
 CT0576.The modeled gravity was interpolated from observed gravity values.
 CT0576
 CT0576;                    North         East    Units  Estimated Accuracy
 CT0576;SPC TXNC     - 2,090,160.      492,950.      MT  (+/- 180 meters Scaled)
 CT0576
 CT0576                          SUPERSEDED SURVEY CONTROL
 CT0576
 CT0576  NGVD 29 (??/??/92)  534.906  (m)         1754.94   (f) ADJ UNCH    2 0
 CT0576
 CT0576.Superseded values are not recommended for survey control.
 CT0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0576.See file dsdata.txt to determine how the superseded data were derived.
 CT0576
 CT0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA399932(NAD 83)
 CT0576_MARKER: DB = BENCH MARK DISK
 CT0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0576_STAMPING: W 1159 1961
 CT0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0576+STABILITY: SURFACE MOTION
 CT0576
 CT0576  HISTORY     - Date     Condition        Report By
 CT0576  HISTORY     - 1961     MONUMENTED       CGS
 CT0576  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 CT0576  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0576
 CT0576                          STATION DESCRIPTION
 CT0576
 CT0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0576'2.6 MI N FROM ELMDALE.
 CT0576'2.6 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL, 40 FEET
 CT0576'NORTH OF THE CENTER LINE OF A DIRT ROAD, 23.4 FEET NORTH OF THE CENTER
 CT0576'LINE OF A PAVED ROAD, 10 FEET EAST OF THE CENTER OF A GATE, 4.3 FEET
 CT0576'WEST OF A METAL WITNESS POST WITH SIGN, 1 FOOT SOUTH OF A FENCE, LEVEL
 CT0576'WITH THE DIRT ROAD, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET
 CT0576'IN THE GROUND AND PROJECTING 1 INCH ABOVE THE GROUND.
 CT0576
 CT0576                          STATION RECOVERY (1994)
 CT0576
 CT0576'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0576'MARK NOT FOUND.
 CT0576
 CT0576                          STATION RECOVERY (2001)
 CT0576
 CT0576'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0022 ***********************************************************************
 CA0022  DESIGNATION -  W 116
 CA0022  PID         -  CA0022
 CA0022  STATE/COUNTY-  TX/HAMILTON
 CA0022  USGS QUAD   -  HICO (1979)
 CA0022
 CA0022                         *CURRENT SURVEY CONTROL
 CA0022  ___________________________________________________________________
 CA0022* NAD 83(1986)-  31 58 40.     (N)    098 01 55.     (W)     SCALED    
 CA0022* NAVD 88     -       305.759  (meters)    1003.14   (feet)  ADJUSTED  
 CA0022  ___________________________________________________________________
 CA0022  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CA0022  DYNAMIC HT  -         305.374 (meters)    1001.88  (feet)  COMP
 CA0022  MODELED GRAV-     979,371.1   (mgal)                       NAVD 88
 CA0022
 CA0022  VERT ORDER  -  SECOND    CLASS 0
 CA0022
 CA0022.The horizontal coordinates were scaled from a topographic map and have
 CA0022.an estimated accuracy of +/- 6 seconds.
 CA0022
 CA0022.The orthometric height was determined by differential leveling
 CA0022.and adjusted by the National Geodetic Survey in June 1991..
 CA0022
 CA0022.The geoid height was determined by GEOID03.
 CA0022
 CA0022.The dynamic height is computed by dividing the NAVD 88
 CA0022.geopotential number by the normal gravity value computed on the
 CA0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0022.degrees latitude (g = 980.6199 gals.).
 CA0022
 CA0022.The modeled gravity was interpolated from observed gravity values.
 CA0022
 CA0022;                    North         East    Units  Estimated Accuracy
 CA0022;SPC TX C     - 3,258,460.      917,510.      MT  (+/- 180 meters Scaled)
 CA0022
 CA0022                          SUPERSEDED SURVEY CONTROL
 CA0022
 CA0022  NGVD 29 (??/??/92)  305.693  (m)         1002.93   (f) ADJ UNCH    2 0
 CA0022
 CA0022.Superseded values are not recommended for survey control.
 CA0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0022.See file dsdata.txt to determine how the superseded data were derived.
 CA0022
 CA0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA914383(NAD 83)
 CA0022_MARKER: DB = BENCH MARK DISK
 CA0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0022_SP_SET: FOUNDATION
 CA0022_STAMPING: 1003.082 W 116 1933
 CA0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA0022+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 CA0022
 CA0022  HISTORY     - Date     Condition        Report By
 CA0022  HISTORY     - 1933     MONUMENTED       CGS
 CA0022  HISTORY     - 1935     GOOD             NGS
 CA0022  HISTORY     - 20060802 GOOD             USGS
 CA0022
 CA0022                          STATION DESCRIPTION
 CA0022
 CA0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0022'IN HICO.
 CA0022'AT HICO, HAMILTON COUNTY, AT HICO ROLLER MILLS, IN THE CONCRETE
 CA0022'FOUNDATION OF THE NORTHEAST ELEVATOR, ON THE NORTHEAST SIDE OF THE
 CA0022'FOUNDATION, AND 6 INCHES FROM THE OUTSIDE EDGE.
 CA0022
 CA0022                          STATION RECOVERY (1935)
 CA0022
 CA0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0022'RECOVERED IN GOOD CONDITION.
 CA0022
 CA0022                          STATION RECOVERY (2006)
 CA0022
 CA0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (RKT)
 CA0022'MONUMENT FOUND INTACT.  SOME KNICKS/DINGS TO SURFACE OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0764 ***********************************************************************
 CT0764  DESIGNATION -  W 1160
 CT0764  PID         -  CT0764
 CT0764  STATE/COUNTY-  TX/JONES
 CT0764  USGS QUAD   -  HAMBY (1987)
 CT0764
 CT0764                         *CURRENT SURVEY CONTROL
 CT0764  ___________________________________________________________________
 CT0764* NAD 83(1986)-  32 31 58.     (N)    099 39 22.     (W)     SCALED    
 CT0764* NAVD 88     -       521.908  (meters)    1712.29   (feet)  ADJUSTED  
 CT0764  ___________________________________________________________________
 CT0764  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CT0764  DYNAMIC HT  -         521.235 (meters)    1710.09  (feet)  COMP
 CT0764  MODELED GRAV-     979,332.1   (mgal)                       NAVD 88
 CT0764
 CT0764  VERT ORDER  -  SECOND    CLASS 0
 CT0764
 CT0764.The horizontal coordinates were scaled from a topographic map and have
 CT0764.an estimated accuracy of +/- 6 seconds.
 CT0764
 CT0764.The orthometric height was determined by differential leveling
 CT0764.and adjusted by the National Geodetic Survey in June 1991..
 CT0764
 CT0764.The geoid height was determined by GEOID03.
 CT0764
 CT0764.The dynamic height is computed by dividing the NAVD 88
 CT0764.geopotential number by the normal gravity value computed on the
 CT0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0764.degrees latitude (g = 980.6199 gals.).
 CT0764
 CT0764.The modeled gravity was interpolated from observed gravity values.
 CT0764
 CT0764;                    North         East    Units  Estimated Accuracy
 CT0764;SPC TXNC     - 2,096,640.      491,400.      MT  (+/- 180 meters Scaled)
 CT0764
 CT0764                          SUPERSEDED SURVEY CONTROL
 CT0764
 CT0764  NGVD 29 (??/??/92)  521.771  (m)         1711.84   (f) ADJ UNCH    2 0
 CT0764
 CT0764.Superseded values are not recommended for survey control.
 CT0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0764.See file dsdata.txt to determine how the superseded data were derived.
 CT0764
 CT0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA383996(NAD 83)
 CT0764_MARKER: DB = BENCH MARK DISK
 CT0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0764_STAMPING: W 1160 1961
 CT0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0764+STABILITY: SURFACE MOTION
 CT0764
 CT0764  HISTORY     - Date     Condition        Report By
 CT0764  HISTORY     - 1961     MONUMENTED       CGS
 CT0764  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0764
 CT0764                          STATION DESCRIPTION
 CT0764
 CT0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0764'8.35 MI NW FROM ELMDALE.
 CT0764'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL IN DISTRICT
 CT0764'NUMBER 29 AT ELMDALE, THENCE 1.45 MILES WEST ALONG A PAVED ROAD,
 CT0764'THENCE 1.0 MILES NORTH ALONG ROAD 1082, 40 FEET EAST OF THE CENTER OF
 CT0764'AN OILED ROAD, 23 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 6 FEET
 CT0764'NORTH OF A FENCE CORNER, LEVEL WITH THE ROAD, 6 INCHES WEST OF A
 CT0764'FENCE, 5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 CT0764'12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 1 INCH
 CT0764'ABOVE THE GROUND.
 CT0764
 CT0764                          STATION RECOVERY (2001)
 CT0764
 CT0764'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0418 ***********************************************************************
 CR0418  DESIGNATION -  W 1161
 CR0418  PID         -  CR0418
 CR0418  STATE/COUNTY-  TX/SMITH
 CR0418  USGS QUAD   -  TYLER SOUTH (1973)
 CR0418
 CR0418                         *CURRENT SURVEY CONTROL
 CR0418  ___________________________________________________________________
 CR0418* NAD 83(1986)-  32 20 33.     (N)    095 20 27.     (W)     SCALED    
 CR0418* NAVD 88     -       159.167  (meters)     522.20   (feet)  ADJUSTED  
 CR0418  ___________________________________________________________________
 CR0418  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR0418  DYNAMIC HT  -         158.980 (meters)     521.59  (feet)  COMP
 CR0418  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 CR0418
 CR0418  VERT ORDER  -  FIRST     CLASS II
 CR0418
 CR0418.The horizontal coordinates were scaled from a topographic map and have
 CR0418.an estimated accuracy of +/- 6 seconds.
 CR0418
 CR0418.The orthometric height was determined by differential leveling
 CR0418.and adjusted by the National Geodetic Survey in June 1991..
 CR0418
 CR0418.The geoid height was determined by GEOID03.
 CR0418
 CR0418.The dynamic height is computed by dividing the NAVD 88
 CR0418.geopotential number by the normal gravity value computed on the
 CR0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0418.degrees latitude (g = 980.6199 gals.).
 CR0418
 CR0418.The modeled gravity was interpolated from observed gravity values.
 CR0418
 CR0418;                    North         East    Units  Estimated Accuracy
 CR0418;SPC TXNC     - 2,079,420.      897,340.      MT  (+/- 180 meters Scaled)
 CR0418
 CR0418                          SUPERSEDED SURVEY CONTROL
 CR0418
 CR0418  NGVD 29 (??/??/92)  159.190  (m)          522.28   (f) ADJ UNCH    1 2
 CR0418
 CR0418.Superseded values are not recommended for survey control.
 CR0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0418.See file dsdata.txt to determine how the superseded data were derived.
 CR0418
 CR0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR796808(NAD 83)
 CR0418_MARKER: DB = BENCH MARK DISK
 CR0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0418_SP_SET: RETAINING WALL
 CR0418_STAMPING: W 1161 1959
 CR0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0418+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0418
 CR0418  HISTORY     - Date     Condition        Report By
 CR0418  HISTORY     - 1959     MONUMENTED       CGS
 CR0418  HISTORY     - 19960420 GOOD             USPSQD
 CR0418  HISTORY     - 20050712 GOOD             USPSQD
 CR0418
 CR0418                          STATION DESCRIPTION
 CR0418
 CR0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0418'2.7 MI SW FROM TYLER.
 CR0418'ABOUT 2.7 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0418'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, ABOUT 0.5 MILE WEST OF
 CR0418'MILEPOST 549, 4 FEET NORTH OF THE NORTH RAIL, AT THE LOOP 323
 CR0418'UNDERPASS, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE RETAINING
 CR0418'WALL AT THE WEST END OF THE UNDERPASS, AND ABOUT LEVEL WITH THE
 CR0418'TRACKS.
 CR0418
 CR0418                          STATION RECOVERY (1996)
 CR0418
 CR0418'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0418'RECOVERED IN GOOD CONDITION.
 CR0418
 CR0418                          STATION RECOVERY (2005)
 CR0418
 CR0418'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0808 ***********************************************************************
 CR0808  DESIGNATION -  W 1162
 CR0808  PID         -  CR0808
 CR0808  STATE/COUNTY-  TX/WOOD
 CR0808  USGS QUAD   -  GOLDEN (1981)
 CR0808
 CR0808                         *CURRENT SURVEY CONTROL
 CR0808  ___________________________________________________________________
 CR0808* NAD 83(1986)-  32 41 36.     (N)    095 33 30.     (W)     SCALED    
 CR0808* NAVD 88     -       118.436  (meters)     388.57   (feet)  ADJUSTED  
 CR0808  ___________________________________________________________________
 CR0808  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0808  DYNAMIC HT  -         118.302 (meters)     388.13  (feet)  COMP
 CR0808  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 CR0808
 CR0808  VERT ORDER  -  FIRST     CLASS II
 CR0808
 CR0808.The horizontal coordinates were scaled from a topographic map and have
 CR0808.an estimated accuracy of +/- 6 seconds.
 CR0808
 CR0808.The orthometric height was determined by differential leveling
 CR0808.and adjusted by the National Geodetic Survey in June 1991..
 CR0808
 CR0808.The geoid height was determined by GEOID03.
 CR0808
 CR0808.The dynamic height is computed by dividing the NAVD 88
 CR0808.geopotential number by the normal gravity value computed on the
 CR0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0808.degrees latitude (g = 980.6199 gals.).
 CR0808
 CR0808.The modeled gravity was interpolated from observed gravity values.
 CR0808
 CR0808;                    North         East    Units  Estimated Accuracy
 CR0808;SPC TXNC     - 2,117,710.      875,790.      MT  (+/- 180 meters Scaled)
 CR0808
 CR0808                          SUPERSEDED SURVEY CONTROL
 CR0808
 CR0808  NGVD 29 (??/??/92)  118.460  (m)          388.65   (f) ADJ UNCH    1 2
 CR0808
 CR0808.Superseded values are not recommended for survey control.
 CR0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0808.See file dsdata.txt to determine how the superseded data were derived.
 CR0808
 CR0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS601201(NAD 83)
 CR0808_MARKER: DB = BENCH MARK DISK
 CR0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0808_STAMPING: W 1162 1959
 CR0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0808+STABILITY: SURFACE MOTION
 CR0808
 CR0808  HISTORY     - Date     Condition        Report By
 CR0808  HISTORY     - 1959     MONUMENTED       CGS
 CR0808  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0808
 CR0808                          STATION DESCRIPTION
 CR0808
 CR0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0808'2.7 MI S FROM GOLDEN.
 CR0808'ABOUT 2.7 MILES SOUTH ALONG A PAVED ROAD FROM THE JUNCTION WITH FARM
 CR0808'ROAD 779 AT GOLDEN, OR ABOUT 2.8 MILES WEST ALONG THE TEXAS AND
 CR0808'PACIFIC RAILROAD FROM THE STATION AT MINEOLA, THENCE ABOUT 0.2 MILE
 CR0808'NORTH-NORTHEAST ALONG A GRADED DIRT ROAD, THENCE ABOUT 1.5 MILES WEST
 CR0808'ALONG U.S. HIGHWAY 80, THENCE ABOUT 1.2 MILES NORTH ALONG A PAVED
 CR0808'ROAD, 126 FEET WEST OF THE CENTER LINE OF THE ROAD, 189 FEET SOUTHEAST
 CR0808'OF THE SOUTHEAST CORNER OF A FARMHOUSE, 44 1/2 FEET WEST-SOUTHWEST OF
 CR0808'A LONE FORKED 18-INCH OAK TREE, 40 FEET WEST OF A POWER POLE, 20 FEET
 CR0808'NORTH OF THE CENTER LINE OF A DIRT ROAD, 1 FOOT NORTH OF A FENCE, AND
 CR0808'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CR0808
 CR0808                          STATION RECOVERY (1995)
 CR0808
 CR0808'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0092 ***********************************************************************
 DN0092  DESIGNATION -  W 1163
 DN0092  PID         -  DN0092
 DN0092  STATE/COUNTY-  TX/HUNT
 DN0092  USGS QUAD   -  GREENVILLE SE (1962)
 DN0092
 DN0092                         *CURRENT SURVEY CONTROL
 DN0092  ___________________________________________________________________
 DN0092* NAD 83(1986)-  33 07 09.     (N)    096 05 46.     (W)     SCALED    
 DN0092* NAVD 88     -       163.208  (meters)     535.46   (feet)  ADJUSTED  
 DN0092  ___________________________________________________________________
 DN0092  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0092  DYNAMIC HT  -         163.031 (meters)     534.88  (feet)  COMP
 DN0092  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 DN0092
 DN0092  VERT ORDER  -  FIRST     CLASS II
 DN0092
 DN0092.The horizontal coordinates were scaled from a topographic map and have
 DN0092.an estimated accuracy of +/- 6 seconds.
 DN0092
 DN0092.The orthometric height was determined by differential leveling
 DN0092.and adjusted by the National Geodetic Survey in June 1991..
 DN0092
 DN0092.The geoid height was determined by GEOID03.
 DN0092
 DN0092.The dynamic height is computed by dividing the NAVD 88
 DN0092.geopotential number by the normal gravity value computed on the
 DN0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0092.degrees latitude (g = 980.6199 gals.).
 DN0092
 DN0092.The modeled gravity was interpolated from observed gravity values.
 DN0092
 DN0092;                    North         East    Units  Estimated Accuracy
 DN0092;SPC TXNC     - 2,163,630.      824,300.      MT  (+/- 180 meters Scaled)
 DN0092
 DN0092                          SUPERSEDED SURVEY CONTROL
 DN0092
 DN0092  NGVD 29 (??/??/92)  163.198  (m)          535.43   (f) ADJ UNCH    1 2
 DN0092
 DN0092.Superseded values are not recommended for survey control.
 DN0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0092.See file dsdata.txt to determine how the superseded data were derived.
 DN0092
 DN0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB709682(NAD 83)
 DN0092_MARKER: DB = BENCH MARK DISK
 DN0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0092_SP_SET: ABUTMENT
 DN0092_STAMPING: W 1163 1959
 DN0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0092
 DN0092  HISTORY     - Date     Condition        Report By
 DN0092  HISTORY     - 1959     MONUMENTED       CGS
 DN0092  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0092
 DN0092                          STATION DESCRIPTION
 DN0092
 DN0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0092'1.9 MI SE FROM GREENVILLE.
 DN0092'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0092'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG
 DN0092'U. S. HIGHWAY 69, AT THE SOUTHEAST END OF AN OVERPASS, IN THE TOP OF
 DN0092'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT, 29 FEET
 DN0092'SOUTHWEST OF THE CENTER LINE OF A CONCRETE ISLAND SEPARATING THE
 DN0092'TRAFFIC, AND ABOUT 1 FOOT ABOVE THE LEVEL OF U. S. HIGHWAY 69.
 DN0092
 DN0092                          STATION RECOVERY (1994)
 DN0092
 DN0092'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0810 ***********************************************************************
 BL0810  DESIGNATION -  W 1164
 BL0810  PID         -  BL0810
 BL0810  STATE/COUNTY-  TX/WALKER
 BL0810  USGS QUAD   -  PHELPS (1976)
 BL0810
 BL0810                         *CURRENT SURVEY CONTROL
 BL0810  ___________________________________________________________________
 BL0810* NAD 83(1986)-  30 42 39.     (N)    095 25 28.     (W)     SCALED    
 BL0810* NAVD 88     -       119.67   (+/-2cm)     392.6    (feet)  VERTCON   
 BL0810  ___________________________________________________________________
 BL0810  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL0810
 BL0810  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0810
 BL0810.The horizontal coordinates were scaled from a topographic map and have
 BL0810.an estimated accuracy of +/- 6 seconds.
 BL0810
 BL0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0810.The vertical order pertains to the NGVD 29 superseded value.
 BL0810
 BL0810.The geoid height was determined by GEOID03.
 BL0810
 BL0810;                    North         East    Units  Estimated Accuracy
 BL0810;SPC TX C     - 3,126,120.    1,170,030.      MT  (+/- 180 meters Scaled)
 BL0810
 BL0810                          SUPERSEDED SURVEY CONTROL
 BL0810
 BL0810  NGVD 29 (??/??/92)  119.681  (m)          392.65   (f) ADJ UNCH    1 1
 BL0810
 BL0810.Superseded values are not recommended for survey control.
 BL0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0810.See file dsdata.txt to determine how the superseded data were derived.
 BL0810
 BL0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ678000(NAD 83)
 BL0810_MARKER: DB = BENCH MARK DISK
 BL0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0810_STAMPING: W 1164 1959
 BL0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0810+STABILITY: SURFACE MOTION
 BL0810
 BL0810  HISTORY     - Date     Condition        Report By
 BL0810  HISTORY     - 1959     MONUMENTED       CGS
 BL0810  HISTORY     - 1973     GOOD             NGS
 BL0810  HISTORY     - 1978     GOOD             NGS
 BL0810  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0810
 BL0810                          STATION DESCRIPTION
 BL0810
 BL0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0810'1.65 MI NE FROM PHELPS.
 BL0810'ABOUT 1.65 MILES NORTHEAST ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0810'CROSSING OF SPUR 2296, ABOUT 7 1/2 POLES SOUTHWEST OF MILE POST 82, 56
 BL0810'FEET NORTHWEST OF THE CENTER LINE OF US HIGHWAY 190, 43.3 FEET
 BL0810'SOUTHEAST OF THE SOUTHEAST RAIL, 26.6 FEET SOUTH OF A TELEPHONE POLE,
 BL0810'1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL,
 BL0810'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 BL0810
 BL0810                          STATION RECOVERY (1978)
 BL0810
 BL0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0810'OMIT=TELEPHONE POLE.  ADD=0.1 MILE NORTHEAST OF DRIVEWAY, 165 FEET
 BL0810'NORTHEAST OF THE NORTHEAST EDGE OF A GROUP OF PINE TREES AND
 BL0810'1.0 FOOT UNDERGROUND.
 BL0810
 BL0810                          STATION RECOVERY (1987)
 BL0810
 BL0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0067 ***********************************************************************
 DO0067  DESIGNATION -  W 1166
 DO0067  PID         -  DO0067
 DO0067  STATE/COUNTY-  TX/CLAY
 DO0067  USGS QUAD   -  VASHTI (1963)
 DO0067
 DO0067                         *CURRENT SURVEY CONTROL
 DO0067  ___________________________________________________________________
 DO0067* NAD 83(1986)-  33 37 03.     (N)    098 01 42.     (W)     SCALED    
 DO0067* NAVD 88     -       316.194  (meters)    1037.38   (feet)  ADJUSTED  
 DO0067  ___________________________________________________________________
 DO0067  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DO0067  DYNAMIC HT  -         315.842 (meters)    1036.22  (feet)  COMP
 DO0067  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 DO0067
 DO0067  VERT ORDER  -  SECOND    CLASS 0
 DO0067
 DO0067.The horizontal coordinates were scaled from a topographic map and have
 DO0067.an estimated accuracy of +/- 6 seconds.
 DO0067
 DO0067.The orthometric height was determined by differential leveling
 DO0067.and adjusted by the National Geodetic Survey in June 1991..
 DO0067
 DO0067.The geoid height was determined by GEOID03.
 DO0067
 DO0067.The dynamic height is computed by dividing the NAVD 88
 DO0067.geopotential number by the normal gravity value computed on the
 DO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0067.degrees latitude (g = 980.6199 gals.).
 DO0067
 DO0067.The modeled gravity was interpolated from observed gravity values.
 DO0067
 DO0067;                    North         East    Units  Estimated Accuracy
 DO0067;SPC TXNC     - 2,216,430.      643,770.      MT  (+/- 180 meters Scaled)
 DO0067
 DO0067                          SUPERSEDED SURVEY CONTROL
 DO0067
 DO0067  NGVD 29 (??/??/92)  316.257  (m)         1037.59   (f) ADJ UNCH    2 0
 DO0067
 DO0067.Superseded values are not recommended for survey control.
 DO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0067.See file dsdata.txt to determine how the superseded data were derived.
 DO0067
 DO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC901201(NAD 83)
 DO0067_MARKER: DB = BENCH MARK DISK
 DO0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0067_STAMPING: W 1166 1961
 DO0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0067+STABILITY: SURFACE MOTION
 DO0067
 DO0067  HISTORY     - Date     Condition        Report By
 DO0067  HISTORY     - 1961     MONUMENTED       CGS
 DO0067
 DO0067                          STATION DESCRIPTION
 DO0067
 DO0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0067'1.85 MI SW FROM BELLEVUE.
 DO0067'ABOUT 1.85 MILES SOUTHWEST ALONG FARM ROAD 1288 FROM THE POST OFFICE
 DO0067'AT BELLEVUE, ON THE OUTSIDE OF A CURVE AND 54 FEET WEST OF THE CENTER
 DO0067'LINE OF THE ROAD, 32 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD
 DO0067'LEADING WEST, 2 FEET EAST OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS
 DO0067'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DO0067'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0221 ***********************************************************************
 DO0221  DESIGNATION -  W 1167
 DO0221  PID         -  DO0221
 DO0221  STATE/COUNTY-  TX/JACK
 DO0221  USGS QUAD   -  POSTOAK (1979)
 DO0221
 DO0221                         *CURRENT SURVEY CONTROL
 DO0221  ___________________________________________________________________
 DO0221* NAD 83(1986)-  33 27 36.     (N)    098 11 46.     (W)     SCALED    
 DO0221* NAVD 88     -       312.042  (meters)    1023.76   (feet)  ADJUSTED  
 DO0221  ___________________________________________________________________
 DO0221  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DO0221  DYNAMIC HT  -         311.692 (meters)    1022.61  (feet)  COMP
 DO0221  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 DO0221
 DO0221  VERT ORDER  -  SECOND    CLASS 0
 DO0221
 DO0221.The horizontal coordinates were scaled from a topographic map and have
 DO0221.an estimated accuracy of +/- 6 seconds.
 DO0221
 DO0221.The orthometric height was determined by differential leveling
 DO0221.and adjusted by the National Geodetic Survey in June 1991..
 DO0221
 DO0221.The geoid height was determined by GEOID03.
 DO0221
 DO0221.The dynamic height is computed by dividing the NAVD 88
 DO0221.geopotential number by the normal gravity value computed on the
 DO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0221.degrees latitude (g = 980.6199 gals.).
 DO0221
 DO0221.The modeled gravity was interpolated from observed gravity values.
 DO0221
 DO0221;                    North         East    Units  Estimated Accuracy
 DO0221;SPC TXNC     - 2,198,910.      628,250.      MT  (+/- 180 meters Scaled)
 DO0221
 DO0221                          SUPERSEDED SURVEY CONTROL
 DO0221
 DO0221  NGVD 29 (??/??/92)  312.122  (m)         1024.02   (f) ADJ UNCH    2 0
 DO0221
 DO0221.Superseded values are not recommended for survey control.
 DO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0221.See file dsdata.txt to determine how the superseded data were derived.
 DO0221
 DO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC747025(NAD 83)
 DO0221_MARKER: DB = BENCH MARK DISK
 DO0221_SETTING: 66 = SET IN ROCK OUTCROP
 DO0221_SP_SET: ROCK
 DO0221_STAMPING: W 1167 1961
 DO0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0221+STABILITY: POSITION/ELEVATION WELL
 DO0221
 DO0221  HISTORY     - Date     Condition        Report By
 DO0221  HISTORY     - 1961     MONUMENTED       CGS
 DO0221  HISTORY     - 1984     GOOD             NGS
 DO0221  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0221
 DO0221                          STATION DESCRIPTION
 DO0221
 DO0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0221'10.5 MI SW FROM BUFFALO SPRINGS.
 DO0221'ABOUT 3.5 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0221'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, THENCE 7.0
 DO0221'MILES SOUTH ALONG STATE HIGHWAY 148, 0.5 MILE SOUTH OF THE CLAY JACK
 DO0221'COUNTY LINE, 79 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 DO0221'THE TOP OF A LARGE SANDSTONE ROCK AT THE FOOT OF THE WEST SLOPE OF A
 DO0221'ROCK HILL, 18 FEET EAST OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF
 DO0221'THE HIGHWAY, AND PROJECTING 12 INCHES.
 DO0221
 DO0221                          STATION RECOVERY (1984)
 DO0221
 DO0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0221'RECOVERED IN GOOD CONDITION.
 DO0221
 DO0221                          STATION RECOVERY (2005)
 DO0221
 DO0221'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0155 ***********************************************************************
 DO0155  DESIGNATION -  W 1168
 DO0155  PID         -  DO0155
 DO0155  STATE/COUNTY-  TX/JACK
 DO0155  USGS QUAD   -  JACKSBORO (1982)
 DO0155
 DO0155                         *CURRENT SURVEY CONTROL
 DO0155  ___________________________________________________________________
 DO0155* NAD 83(1986)-  33 14 41.     (N)    098 14 17.     (W)     SCALED    
 DO0155* NAVD 88     -       323.285  (meters)    1060.64   (feet)  ADJUSTED  
 DO0155  ___________________________________________________________________
 DO0155  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DO0155  DYNAMIC HT  -         322.915 (meters)    1059.43  (feet)  COMP
 DO0155  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 DO0155
 DO0155  VERT ORDER  -  SECOND    CLASS 0
 DO0155
 DO0155.The horizontal coordinates were scaled from a topographic map and have
 DO0155.an estimated accuracy of +/- 6 seconds.
 DO0155
 DO0155.The orthometric height was determined by differential leveling
 DO0155.and adjusted by the National Geodetic Survey in June 1991..
 DO0155
 DO0155.The geoid height was determined by GEOID03.
 DO0155
 DO0155.The dynamic height is computed by dividing the NAVD 88
 DO0155.geopotential number by the normal gravity value computed on the
 DO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0155.degrees latitude (g = 980.6199 gals.).
 DO0155
 DO0155.The modeled gravity was interpolated from observed gravity values.
 DO0155
 DO0155;                    North         East    Units  Estimated Accuracy
 DO0155;SPC TXNC     - 2,175,020.      624,410.      MT  (+/- 180 meters Scaled)
 DO0155
 DO0155                          SUPERSEDED SURVEY CONTROL
 DO0155
 DO0155  NGVD 29 (??/??/92)  323.212  (m)         1060.40   (f) ADJ UNCH    2 0
 DO0155
 DO0155.Superseded values are not recommended for survey control.
 DO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0155.See file dsdata.txt to determine how the superseded data were derived.
 DO0155
 DO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB709786(NAD 83)
 DO0155_MARKER: DB = BENCH MARK DISK
 DO0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0155_STAMPING: W 1168 1961
 DO0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0155+STABILITY: SURFACE MOTION
 DO0155
 DO0155  HISTORY     - Date     Condition        Report By
 DO0155  HISTORY     - 1961     MONUMENTED       CGS
 DO0155  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0155
 DO0155                          STATION DESCRIPTION
 DO0155
 DO0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0155'5.7 MI NW FROM JACKSBORO.
 DO0155'ABOUT 5.45 MILES NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0155'199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 0.25 MILE SOUTH ALONG A
 DO0155'PRIVATE ROAD LEADING TO JOHN PURSLEY AIRPORT WHICH WAS FORMERLY KNOWN
 DO0155'AS GRACE AIR FIELD, 133 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 DO0155'SOUTHEAST HANGAR, 105 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 DO0155'RUNWAY, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF
 DO0155'A CONCRETE POST FLUSH WITH THE GROUND.
 DO0155
 DO0155                          STATION RECOVERY (2001)
 DO0155
 DO0155'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0126 ***********************************************************************
 DO0126  DESIGNATION -  W 1169
 DO0126  PID         -  DO0126
 DO0126  STATE/COUNTY-  TX/JACK
 DO0126  USGS QUAD   -  ANTELOPE (1981)
 DO0126
 DO0126                         *CURRENT SURVEY CONTROL
 DO0126  ___________________________________________________________________
 DO0126* NAD 83(1986)-  33 25 41.     (N)    098 21 52.     (W)     SCALED    
 DO0126* NAVD 88     -       321.331  (meters)    1054.23   (feet)  ADJUSTED  
 DO0126  ___________________________________________________________________
 DO0126  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DO0126  DYNAMIC HT  -         320.966 (meters)    1053.04  (feet)  COMP
 DO0126  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 DO0126
 DO0126  VERT ORDER  -  SECOND    CLASS 0
 DO0126
 DO0126.The horizontal coordinates were scaled from a topographic map and have
 DO0126.an estimated accuracy of +/- 6 seconds.
 DO0126
 DO0126.The orthometric height was determined by differential leveling
 DO0126.and adjusted by the National Geodetic Survey in June 1991..
 DO0126
 DO0126.The geoid height was determined by GEOID03.
 DO0126
 DO0126.The dynamic height is computed by dividing the NAVD 88
 DO0126.geopotential number by the normal gravity value computed on the
 DO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0126.degrees latitude (g = 980.6199 gals.).
 DO0126
 DO0126.The modeled gravity was interpolated from observed gravity values.
 DO0126
 DO0126;                    North         East    Units  Estimated Accuracy
 DO0126;SPC TXNC     - 2,195,330.      612,610.      MT  (+/- 180 meters Scaled)
 DO0126
 DO0126                          SUPERSEDED SURVEY CONTROL
 DO0126
 DO0126  NGVD 29 (??/??/92)  321.265  (m)         1054.02   (f) ADJ UNCH    2 0
 DO0126
 DO0126.Superseded values are not recommended for survey control.
 DO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0126.See file dsdata.txt to determine how the superseded data were derived.
 DO0126
 DO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB590989(NAD 83)
 DO0126_MARKER: DB = BENCH MARK DISK
 DO0126_SETTING: 66 = SET IN ROCK OUTCROP
 DO0126_SP_SET: OUTCROP
 DO0126_STAMPING: W 1169 1961
 DO0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0126+STABILITY: POSITION/ELEVATION WELL
 DO0126
 DO0126  HISTORY     - Date     Condition        Report By
 DO0126  HISTORY     - 1961     MONUMENTED       CGS
 DO0126  HISTORY     - 20010325 GOOD             USPSQD
 DO0126  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0126
 DO0126                          STATION DESCRIPTION
 DO0126
 DO0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0126'1.0 MI S FROM ANTELOPE.
 DO0126'ABOUT 1.0 MILE SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0126'ANTELOPE, ON THE SOUTH SLOPE OF A HILL, 39 FEET EAST OF THE CENTER
 DO0126'LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS
 DO0126'12 INCHES, 4 1/2 FEET EAST OF A FENCE, AND ABOUT 3 FEET ABOVE THE
 DO0126'LEVEL OF THE HIGHWAY.
 DO0126
 DO0126                          STATION RECOVERY (2001)
 DO0126
 DO0126'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0126'RECOVERED IN GOOD CONDITION.
 DO0126
 DO0126                          STATION RECOVERY (2005)
 DO0126
 DO0126'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0055 ***********************************************************************
 CA0055  DESIGNATION -  W 117
 CA0055  PID         -  CA0055
 CA0055  STATE/COUNTY-  TX/HAMILTON
 CA0055  USGS QUAD   -  INDIAN GAP (1979)
 CA0055
 CA0055                         *CURRENT SURVEY CONTROL
 CA0055  ___________________________________________________________________
 CA0055* NAD 83(1986)-  31 40 00.     (N)    098 24 55.     (W)     SCALED    
 CA0055* NAVD 88     -       460.811  (meters)    1511.84   (feet)  ADJUSTED  
 CA0055  ___________________________________________________________________
 CA0055  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CA0055  DYNAMIC HT  -         460.207 (meters)    1509.86  (feet)  COMP
 CA0055  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 CA0055
 CA0055  VERT ORDER  -  SECOND    CLASS 0
 CA0055
 CA0055.The horizontal coordinates were scaled from a topographic map and have
 CA0055.an estimated accuracy of +/- 6 seconds.
 CA0055
 CA0055.The orthometric height was determined by differential leveling
 CA0055.and adjusted by the National Geodetic Survey in June 1991..
 CA0055
 CA0055.The geoid height was determined by GEOID03.
 CA0055
 CA0055.The dynamic height is computed by dividing the NAVD 88
 CA0055.geopotential number by the normal gravity value computed on the
 CA0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0055.degrees latitude (g = 980.6199 gals.).
 CA0055
 CA0055.The modeled gravity was interpolated from observed gravity values.
 CA0055
 CA0055;                    North         East    Units  Estimated Accuracy
 CA0055;SPC TX C     - 3,223,280.      881,880.      MT  (+/- 180 meters Scaled)
 CA0055
 CA0055                          SUPERSEDED SURVEY CONTROL
 CA0055
 CA0055  NGVD 29 (??/??/92)  460.714  (m)         1511.53   (f) ADJ UNCH    2 0
 CA0055
 CA0055.Superseded values are not recommended for survey control.
 CA0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0055.See file dsdata.txt to determine how the superseded data were derived.
 CA0055
 CA0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA554036(NAD 83)
 CA0055_MARKER: DB = BENCH MARK DISK
 CA0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0055_SP_SET: PORCH
 CA0055_STAMPING: 1511.647 W 117 1933
 CA0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0055
 CA0055  HISTORY     - Date     Condition        Report By
 CA0055  HISTORY     - 1933     MONUMENTED       CGS
 CA0055  HISTORY     - 1935     GOOD             NGS
 CA0055
 CA0055                          STATION DESCRIPTION
 CA0055
 CA0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0055'IN INDIAN GAP.
 CA0055'AT INDIAN GAP, HAMILTON COUNTY, AT THE NORTHWEST CORNER OF TOWN, AT
 CA0055'THE BRICK SCHOOL BUILDING, AT THE EAST ENTRANCE, 4 FEET EAST OF THE
 CA0055'EAST WALL, 4 INCHES SOUTH OF THE SOUTH POST OF THE ARCH, IN THE PORCH
 CA0055'FLOOR, AND LEVEL WITH THE GROUND.
 CA0055
 CA0055                          STATION RECOVERY (1935)
 CA0055
 CA0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0098 ***********************************************************************
 CT0098  DESIGNATION -  W 1170
 CT0098  PID         -  CT0098
 CT0098  STATE/COUNTY-  TX/PALO PINTO
 CT0098  USGS QUAD   -  WHITT (1984)
 CT0098
 CT0098                         *CURRENT SURVEY CONTROL
 CT0098  ___________________________________________________________________
 CT0098* NAD 83(1986)-  32 53 14.     (N)    098 05 17.     (W)     SCALED    
 CT0098* NAVD 88     -       321.124  (meters)    1053.55   (feet)  ADJUSTED  
 CT0098  ___________________________________________________________________
 CT0098  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CT0098  DYNAMIC HT  -         320.732 (meters)    1052.27  (feet)  COMP
 CT0098  MODELED GRAV-     979,409.0   (mgal)                       NAVD 88
 CT0098
 CT0098  VERT ORDER  -  SECOND    CLASS 0
 CT0098
 CT0098.The horizontal coordinates were scaled from a topographic map and have
 CT0098.an estimated accuracy of +/- 6 seconds.
 CT0098
 CT0098.The orthometric height was determined by differential leveling
 CT0098.and adjusted by the National Geodetic Survey in June 1991..
 CT0098
 CT0098.The geoid height was determined by GEOID03.
 CT0098
 CT0098.The dynamic height is computed by dividing the NAVD 88
 CT0098.geopotential number by the normal gravity value computed on the
 CT0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0098.degrees latitude (g = 980.6199 gals.).
 CT0098
 CT0098.The modeled gravity was interpolated from observed gravity values.
 CT0098
 CT0098;                    North         East    Units  Estimated Accuracy
 CT0098;SPC TXNC     - 2,135,420.      638,540.      MT  (+/- 180 meters Scaled)
 CT0098
 CT0098                          SUPERSEDED SURVEY CONTROL
 CT0098
 CT0098  NGVD 29 (??/??/92)  321.024  (m)         1053.23   (f) ADJ UNCH    2 0
 CT0098
 CT0098.Superseded values are not recommended for survey control.
 CT0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0098.See file dsdata.txt to determine how the superseded data were derived.
 CT0098
 CT0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB853391(NAD 83)
 CT0098_MARKER: DB = BENCH MARK DISK
 CT0098_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0098_SP_SET: 6 FEET
 CT0098_STAMPING: W 1170 1961
 CT0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0098
 CT0098  HISTORY     - Date     Condition        Report By
 CT0098  HISTORY     - 1961     MONUMENTED       CGS
 CT0098  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0098  HISTORY     - 20050416 GOOD             USPSQD
 CT0098
 CT0098                          STATION DESCRIPTION
 CT0098
 CT0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0098'5.8 MI N FROM MINERAL WELLS.
 CT0098'ABOUT 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0098'MINERAL WELLS, THENCE 5.75 MILES NORTH ALONG U. S. HIGHWAY 281, ABOUT
 CT0098'250 FEET SOUTHWEST OF A FARMHOUSE, 67 FEET EAST OF THE CENTER LINE OF
 CT0098'THE HIGHWAY, 61 FEET WEST OF THE CENTER LINE OF THE OLD PORTION OF THE
 CT0098'HIGHWAY, 6 1/2 FEET NORTHEAST OF A POWER POLE BEARING A TRANSFORMER
 CT0098'AND BRACED BY A GUY WIRE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT
 CT0098'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A
 CT0098'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 6 FEET AND IS
 CT0098'ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
 CT0098
 CT0098                          STATION RECOVERY (1998)
 CT0098
 CT0098'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0098'MARK NOT FOUND.
 CT0098
 CT0098                          STATION RECOVERY (2005)
 CT0098
 CT0098'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0377 ***********************************************************************
 CU0377  DESIGNATION -  W 1171 RESET 1974
 CU0377  PID         -  CU0377
 CU0377  STATE/COUNTY-  TX/MITCHELL
 CU0377  USGS QUAD   -  HERMLEIGH (1979)
 CU0377
 CU0377                         *CURRENT SURVEY CONTROL
 CU0377  ___________________________________________________________________
 CU0377* NAD 83(1986)-  32 41 36.     (N)    100 51 12.     (W)     SCALED    
 CU0377* NAVD 88     -       618.72   (+/-2cm)    2029.9    (feet)  VERTCON   
 CU0377  ___________________________________________________________________
 CU0377  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CU0377
 CU0377  VERT ORDER  -  THIRD (See Below)
 CU0377
 CU0377.The horizontal coordinates were scaled from a topographic map and have
 CU0377.an estimated accuracy of +/- 6 seconds.
 CU0377
 CU0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0377.The vertical order pertains to the NGVD 29 superseded value.
 CU0377
 CU0377.The geoid height was determined by GEOID03.
 CU0377
 CU0377;                    North         East    Units  Estimated Accuracy
 CU0377;SPC TXNC     - 2,116,320.      379,360.      MT  (+/- 180 meters Scaled)
 CU0377
 CU0377                          SUPERSEDED SURVEY CONTROL
 CU0377
 CU0377  NGVD 29 (01/29/03)  618.43   (m)         2029.0    (f) RESET       3  
 CU0377
 CU0377.Superseded values are not recommended for survey control.
 CU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0377.See file dsdata.txt to determine how the superseded data were derived.
 CU0377
 CU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB262188(NAD 83)
 CU0377_MARKER: DB = BENCH MARK DISK
 CU0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0377_SP_SET: BRIDGE
 CU0377_STAMPING: W 1171 RESET 1974
 CU0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0377
 CU0377  HISTORY     - Date     Condition        Report By
 CU0377  HISTORY     - 1974     MONUMENTED       TXHD
 CU0377  HISTORY     - 1975     GOOD             TXHD
 CU0377
 CU0377                          STATION DESCRIPTION
 CU0377
 CU0377'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1975
 CU0377'1.0 MI NNW FROM SILVER.
 CU0377'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0377'AT SILVER, THENCE 0.8 MILE NORTHWEST ALONG STATE HIGHWAY 208, SET 25
 CU0377'FEET LEFT OF THE CENTERLINE OF STATION 1207+55 IN THE MIDDLE OF NEW
 CU0377'CONCRETE WING IN THE SOUTHEAST CORNER OF THE BRIDGE AT LITTLE SILVER
 CU0377'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0005 ***********************************************************************
 CB0005  DESIGNATION -  W 1172
 CB0005  PID         -  CB0005
 CB0005  STATE/COUNTY-  TX/COKE
 CB0005  USGS QUAD   -  BRONTE (1987)
 CB0005
 CB0005                         *CURRENT SURVEY CONTROL
 CB0005  ___________________________________________________________________
 CB0005* NAD 83(1986)-  31 55 57.     (N)    100 17 34.     (W)     SCALED    
 CB0005* NAVD 88     -       564.982  (meters)    1853.61   (feet)  ADJUSTED  
 CB0005  ___________________________________________________________________
 CB0005  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 CB0005  DYNAMIC HT  -         564.241 (meters)    1851.18  (feet)  COMP
 CB0005  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 CB0005
 CB0005  VERT ORDER  -  SECOND    CLASS 0
 CB0005
 CB0005.The horizontal coordinates were scaled from a topographic map and have
 CB0005.an estimated accuracy of +/- 6 seconds.
 CB0005
 CB0005.The orthometric height was determined by differential leveling
 CB0005.and adjusted by the National Geodetic Survey in June 1991..
 CB0005
 CB0005.The geoid height was determined by GEOID03.
 CB0005
 CB0005.The dynamic height is computed by dividing the NAVD 88
 CB0005.geopotential number by the normal gravity value computed on the
 CB0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0005.degrees latitude (g = 980.6199 gals.).
 CB0005
 CB0005.The modeled gravity was interpolated from observed gravity values.
 CB0005
 CB0005;                    North         East    Units  Estimated Accuracy
 CB0005;SPC TX C     - 3,251,190.      703,840.      MT  (+/- 180 meters Scaled)
 CB0005
 CB0005                          SUPERSEDED SURVEY CONTROL
 CB0005
 CB0005  NGVD 29 (??/??/92)  564.804  (m)         1853.03   (f) ADJ UNCH    2 0
 CB0005
 CB0005.Superseded values are not recommended for survey control.
 CB0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0005.See file dsdata.txt to determine how the superseded data were derived.
 CB0005
 CB0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA777336(NAD 83)
 CB0005_MARKER: DB = BENCH MARK DISK
 CB0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0005_STAMPING: W 1172 1961
 CB0005_MARK LOGO: CGS   
 CB0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0005+STABILITY: SURFACE MOTION
 CB0005
 CB0005  HISTORY     - Date     Condition        Report By
 CB0005  HISTORY     - 1961     MONUMENTED       CGS
 CB0005  HISTORY     - 19960528 GOOD             LOCENG
 CB0005
 CB0005                          STATION DESCRIPTION
 CB0005
 CB0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0005'3.25 MI N FROM BRONTE.
 CB0005'ABOUT 3.25 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM
 CB0005'THE STATION AT BRONTE, 8 RAILS SOUTH OF A ROAD CROSSING, 54 FEET EAST
 CB0005'OF MILEPOST 682, 41 FEET EAST OF THE EAST RAIL, 7 FEET NORTH OF A
 CB0005'TELEPHONE POLE, 3 FEET WEST OF A FENCE, 1.7 FEET SOUTH OF A METAL
 CB0005'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 CB0005'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CB0005
 CB0005                          STATION RECOVERY (1996)
 CB0005
 CB0005'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (JES)
 CB0005'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0133 ***********************************************************************
 CU0133  DESIGNATION -  W 1173
 CU0133  PID         -  CU0133
 CU0133  STATE/COUNTY-  TX/FISHER
 CU0133  USGS QUAD   -  ROTAN (1981)
 CU0133
 CU0133                         *CURRENT SURVEY CONTROL
 CU0133  ___________________________________________________________________
 CU0133* NAD 83(1986)-  32 51 58.     (N)    100 28 12.     (W)     SCALED    
 CU0133* NAVD 88     -       595.856  (meters)    1954.90   (feet)  ADJUSTED  
 CU0133  ___________________________________________________________________
 CU0133  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CU0133  DYNAMIC HT  -         595.081 (meters)    1952.36  (feet)  COMP
 CU0133  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 CU0133
 CU0133  VERT ORDER  -  SECOND    CLASS 0
 CU0133
 CU0133.The horizontal coordinates were scaled from a topographic map and have
 CU0133.an estimated accuracy of +/- 6 seconds.
 CU0133
 CU0133.The orthometric height was determined by differential leveling
 CU0133.and adjusted by the National Geodetic Survey in June 1991..
 CU0133
 CU0133.The geoid height was determined by GEOID03.
 CU0133
 CU0133.The dynamic height is computed by dividing the NAVD 88
 CU0133.geopotential number by the normal gravity value computed on the
 CU0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0133.degrees latitude (g = 980.6199 gals.).
 CU0133
 CU0133.The modeled gravity was interpolated from observed gravity values.
 CU0133
 CU0133;                    North         East    Units  Estimated Accuracy
 CU0133;SPC TXNC     - 2,134,740.      415,650.      MT  (+/- 180 meters Scaled)
 CU0133
 CU0133                          SUPERSEDED SURVEY CONTROL
 CU0133
 CU0133  NGVD 29 (??/??/92)  595.608  (m)         1954.09   (f) ADJ UNCH    2 0
 CU0133
 CU0133.Superseded values are not recommended for survey control.
 CU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0133.See file dsdata.txt to determine how the superseded data were derived.
 CU0133
 CU0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB624374(NAD 83)
 CU0133_MARKER: DB = BENCH MARK DISK
 CU0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0133_STAMPING: W 1173 1961
 CU0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0133+STABILITY: SURFACE MOTION
 CU0133
 CU0133  HISTORY     - Date     Condition        Report By
 CU0133  HISTORY     - 1961     MONUMENTED       CGS
 CU0133
 CU0133                          STATION DESCRIPTION
 CU0133
 CU0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0133'1.1 MI NW FROM ROTAN.
 CU0133'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0133'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 1.0 MILE NORTHWEST
 CU0133'ALONG STATE HIGHWAY 70, 0.15 MILE SOUTHEAST OF A BRICK HOUSE ON THE
 CU0133'SOUTHWEST SIDE OF THE HIGHWAY, ON THE OUTSIDE OF A LONG CURVE IN THE
 CU0133'HIGHWAY, 46 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 206 FEET
 CU0133'NORTH OF THE INTERSECTION OF THE HIGHWAY AND A DIRT ROAD, 142 FEET
 CU0133'NORTH OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A
 CU0133'CULVERT, 9 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A
 CU0133'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CU0133'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0142 ***********************************************************************
 DP0142  DESIGNATION -  W 1174
 DP0142  PID         -  DP0142
 DP0142  STATE/COUNTY-  TX/KENT
 DP0142  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0142
 DP0142                         *CURRENT SURVEY CONTROL
 DP0142  ___________________________________________________________________
 DP0142* NAD 83(1986)-  33 08 51.     (N)    100 38 54.     (W)     SCALED    
 DP0142* NAVD 88     -       596.700  (meters)    1957.67   (feet)  ADJUSTED  
 DP0142  ___________________________________________________________________
 DP0142  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DP0142  DYNAMIC HT  -         595.956 (meters)    1955.23  (feet)  COMP
 DP0142  MODELED GRAV-     979,372.4   (mgal)                       NAVD 88
 DP0142
 DP0142  VERT ORDER  -  SECOND    CLASS 0
 DP0142
 DP0142.The horizontal coordinates were scaled from a topographic map and have
 DP0142.an estimated accuracy of +/- 6 seconds.
 DP0142
 DP0142.The orthometric height was determined by differential leveling
 DP0142.and adjusted by the National Geodetic Survey in June 1991..
 DP0142
 DP0142.The geoid height was determined by GEOID03.
 DP0142
 DP0142.The dynamic height is computed by dividing the NAVD 88
 DP0142.geopotential number by the normal gravity value computed on the
 DP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0142.degrees latitude (g = 980.6199 gals.).
 DP0142
 DP0142.The modeled gravity was interpolated from observed gravity values.
 DP0142
 DP0142;                    North         East    Units  Estimated Accuracy
 DP0142;SPC TXNC     - 2,166,260.      399,610.      MT  (+/- 180 meters Scaled)
 DP0142
 DP0142                          SUPERSEDED SURVEY CONTROL
 DP0142
 DP0142  NGVD 29 (??/??/92)  596.453  (m)         1956.86   (f) ADJ UNCH    2 0
 DP0142
 DP0142.Superseded values are not recommended for survey control.
 DP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0142.See file dsdata.txt to determine how the superseded data were derived.
 DP0142
 DP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB462688(NAD 83)
 DP0142_MARKER: DB = BENCH MARK DISK
 DP0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0142_STAMPING: W 1174 1961
 DP0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0142+STABILITY: SURFACE MOTION
 DP0142
 DP0142  HISTORY     - Date     Condition        Report By
 DP0142  HISTORY     - 1961     MONUMENTED       CGS
 DP0142  HISTORY     - 1969     GOOD             USGS
 DP0142
 DP0142                          STATION DESCRIPTION
 DP0142
 DP0142'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0142'6.55 MI SE FROM CLAIREMONT.
 DP0142'ABOUT 5.65 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0142'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, THENCE 0.95 MILE
 DP0142'SOUTHEAST ALONG STATE HIGHWAY 70 (NEW 1969 ALIGNMENT), 0.45 MILE
 DP0142'SOUTHEAST OF NEW BRIDGE OVER BUTTE CREEK, ABOUT 390 FEET SOUTHWEST OFF
 DP0142'CENTERLINE OF HIGHWAY, 74.5 FEET NORTHWEST OF LONE 16-INCH ELM TREE,
 DP0142'36 FEET NORTHWEST OF CENTERLINE OF TRACK ROAD, 1.9 FEET SOUTHEAST OF
 DP0142'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DP0142'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0092 ***********************************************************************
 CB0092  DESIGNATION -  W 1175
 CB0092  PID         -  CB0092
 CB0092  STATE/COUNTY-  TX/COKE
 CB0092  USGS QUAD   -  ROBERT LEE (1987)
 CB0092
 CB0092                         *CURRENT SURVEY CONTROL
 CB0092  ___________________________________________________________________
 CB0092* NAD 83(1986)-  31 53 44.     (N)    100 28 54.     (W)     SCALED    
 CB0092* NAVD 88     -       554.621  (meters)    1819.62   (feet)  ADJUSTED  
 CB0092  ___________________________________________________________________
 CB0092  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 CB0092  DYNAMIC HT  -         553.885 (meters)    1817.20  (feet)  COMP
 CB0092  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 CB0092
 CB0092  VERT ORDER  -  SECOND    CLASS 0
 CB0092
 CB0092.The horizontal coordinates were scaled from a topographic map and have
 CB0092.an estimated accuracy of +/- 6 seconds.
 CB0092
 CB0092.The orthometric height was determined by differential leveling
 CB0092.and adjusted by the National Geodetic Survey in June 1991..
 CB0092
 CB0092.The geoid height was determined by GEOID03.
 CB0092
 CB0092.The dynamic height is computed by dividing the NAVD 88
 CB0092.geopotential number by the normal gravity value computed on the
 CB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0092.degrees latitude (g = 980.6199 gals.).
 CB0092
 CB0092.The modeled gravity was interpolated from observed gravity values.
 CB0092
 CB0092;                    North         East    Units  Estimated Accuracy
 CB0092;SPC TX C     - 3,247,110.      685,970.      MT  (+/- 180 meters Scaled)
 CB0092
 CB0092                          SUPERSEDED SURVEY CONTROL
 CB0092
 CB0092  NGVD 29 (??/??/92)  554.430  (m)         1818.99   (f) ADJ UNCH    2 0
 CB0092
 CB0092.Superseded values are not recommended for survey control.
 CB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0092.See file dsdata.txt to determine how the superseded data were derived.
 CB0092
 CB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA598298(NAD 83)
 CB0092_MARKER: DB = BENCH MARK DISK
 CB0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0092_SP_SET: ABUTMENT
 CB0092_STAMPING: W 1175 1961
 CB0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0092
 CB0092  HISTORY     - Date     Condition        Report By
 CB0092  HISTORY     - 1961     MONUMENTED       CGS
 CB0092
 CB0092                          STATION DESCRIPTION
 CB0092
 CB0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0092'0.4 MI NE FROM ROBERT LEE.
 CB0092'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0092'LEE, THENCE 0.15 MILE EAST ALONG STATE HIGHWAY  158, 0.1 MILE EAST OF
 CB0092'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 208, 15 FEET SOUTH OF
 CB0092'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 CB0092'EAST CONCRETE ABUTMENT OF A LARGE CONCRETE BRIDGE OVER A CREEK, AND
 CB0092'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0093 ***********************************************************************
 CB0093  DESIGNATION -  W 1175 RESET 1965
 CB0093  PID         -  CB0093
 CB0093  STATE/COUNTY-  TX/COKE
 CB0093  USGS QUAD   -  ROBERT LEE (1987)
 CB0093
 CB0093                         *CURRENT SURVEY CONTROL
 CB0093  ___________________________________________________________________
 CB0093* NAD 83(1986)-  31 53 44.     (N)    100 28 54.     (W)     SCALED    
 CB0093* NAVD 88     -       555.02   (+/-2cm)    1820.9    (feet)  VERTCON   
 CB0093  ___________________________________________________________________
 CB0093  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 CB0093
 CB0093  VERT ORDER  -  THIRD (See Below)
 CB0093
 CB0093.The horizontal coordinates were scaled from a topographic map and have
 CB0093.an estimated accuracy of +/- 6 seconds.
 CB0093
 CB0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0093.The vertical order pertains to the NGVD 29 superseded value.
 CB0093
 CB0093.The geoid height was determined by GEOID03.
 CB0093
 CB0093;                    North         East    Units  Estimated Accuracy
 CB0093;SPC TX C     - 3,247,110.      685,970.      MT  (+/- 180 meters Scaled)
 CB0093
 CB0093                          SUPERSEDED SURVEY CONTROL
 CB0093
 CB0093  NGVD 29 (01/29/03)  554.83   (m)         1820.3    (f) RESET       3  
 CB0093
 CB0093.Superseded values are not recommended for survey control.
 CB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0093.See file dsdata.txt to determine how the superseded data were derived.
 CB0093
 CB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA598298(NAD 83)
 CB0093_MARKER: DB = BENCH MARK DISK
 CB0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0093_SP_SET: CURB
 CB0093_STAMPING: W 1175 RESET 1965
 CB0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0093
 CB0093  HISTORY     - Date     Condition        Report By
 CB0093  HISTORY     - 1965     MONUMENTED       TXHD
 CB0093
 CB0093                          STATION DESCRIPTION
 CB0093
 CB0093'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965
 CB0093'0.4 MI NE FROM ROBERT LEE.
 CB0093'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0093'LEE, THENCE 0.15 MILES EAST ALONG STATE HIGHWAY 158, 0.1 MILES EAST OF
 CB0093'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 208, 22 FEET SOUTH OF
 CB0093'THE CENTERLINE OF THE HIGHWAY SET IN THE TOP OF THE CURB 30 FEET FROM
 CB0093'THE EAST END OF A LARGE CONCRETE BRIDGE OVER A CREEK, AND ABOUT 1 FOOT
 CB0093'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0038 ***********************************************************************
 CU0038  DESIGNATION -  W 1176
 CU0038  PID         -  CU0038
 CU0038  STATE/COUNTY-  TX/FISHER
 CU0038  USGS QUAD   -  LONGWORTH (1969)
 CU0038
 CU0038                         *CURRENT SURVEY CONTROL
 CU0038  ___________________________________________________________________
 CU0038* NAD 83(1986)-  32 43 16.     (N)    100 15 20.     (W)     SCALED    
 CU0038* NAVD 88     -       565.612  (meters)    1855.68   (feet)  ADJUSTED  
 CU0038  ___________________________________________________________________
 CU0038  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CU0038  DYNAMIC HT  -         564.869 (meters)    1853.24  (feet)  COMP
 CU0038  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 CU0038
 CU0038  VERT ORDER  -  SECOND    CLASS 0
 CU0038
 CU0038.The horizontal coordinates were scaled from a topographic map and have
 CU0038.an estimated accuracy of +/- 6 seconds.
 CU0038
 CU0038.The orthometric height was determined by differential leveling
 CU0038.and adjusted by the National Geodetic Survey in June 1991..
 CU0038
 CU0038.The geoid height was determined by GEOID03.
 CU0038
 CU0038.The dynamic height is computed by dividing the NAVD 88
 CU0038.geopotential number by the normal gravity value computed on the
 CU0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0038.degrees latitude (g = 980.6199 gals.).
 CU0038
 CU0038.The modeled gravity was interpolated from observed gravity values.
 CU0038
 CU0038;                    North         East    Units  Estimated Accuracy
 CU0038;SPC TXNC     - 2,118,300.      435,450.      MT  (+/- 180 meters Scaled)
 CU0038
 CU0038                          SUPERSEDED SURVEY CONTROL
 CU0038
 CU0038  NGVD 29 (??/??/92)  565.389  (m)         1854.95   (f) ADJ UNCH    2 0
 CU0038
 CU0038.Superseded values are not recommended for survey control.
 CU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0038.See file dsdata.txt to determine how the superseded data were derived.
 CU0038
 CU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB823210(NAD 83)
 CU0038_MARKER: DB = BENCH MARK DISK
 CU0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0038_STAMPING: W 1176 1961
 CU0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0038+STABILITY: SURFACE MOTION
 CU0038
 CU0038  HISTORY     - Date     Condition        Report By
 CU0038  HISTORY     - 1961     MONUMENTED       CGS
 CU0038
 CU0038                          STATION DESCRIPTION
 CU0038
 CU0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0038'IN SYLVESTER.
 CU0038'AT SYLVESTER, 150 FEET NORTH OF THE CENTER OF THE INTERSECTION OF FARM
 CU0038'ROADS 57 AND 1085, 98 FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD
 CU0038'57, 87 FEET NORTHEAST OF THE CENTER LINE OF FARM ROAD 1085, 157 FEET
 CU0038'NORTHWEST OF AND ACROSS FARM ROAD 57 FROM THE NORTHWEST FACE OF A
 CU0038'BRICK STORE, 42 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK
 CU0038'OF THE PANHANDLE AND SANTA FE RAILWAY, 47 FEET NORTHEAST OF A
 CU0038'TELEPHONE POLE, 24 FEET SOUTH OF THE SOUTH CORNER OF A TOOL SHED, 1.9
 CU0038'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 CU0038'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0252 ***********************************************************************
 CB0252  DESIGNATION -  W 1177
 CB0252  PID         -  CB0252
 CB0252  STATE/COUNTY-  TX/STERLING
 CB0252  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0252
 CB0252                         *CURRENT SURVEY CONTROL
 CB0252  ___________________________________________________________________
 CB0252* NAD 83(1986)-  31 54 32.     (N)    100 49 29.     (W)     SCALED    
 CB0252* NAVD 88     -       791.665  (meters)    2597.32   (feet)  ADJUSTED  
 CB0252  ___________________________________________________________________
 CB0252  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 CB0252  DYNAMIC HT  -         790.586 (meters)    2593.78  (feet)  COMP
 CB0252  MODELED GRAV-     979,250.0   (mgal)                       NAVD 88
 CB0252
 CB0252  VERT ORDER  -  SECOND    CLASS 0
 CB0252
 CB0252.The horizontal coordinates were scaled from a topographic map and have
 CB0252.an estimated accuracy of +/- 6 seconds.
 CB0252
 CB0252.The orthometric height was determined by differential leveling
 CB0252.and adjusted by the National Geodetic Survey in June 1991..
 CB0252
 CB0252.The geoid height was determined by GEOID03.
 CB0252
 CB0252.The dynamic height is computed by dividing the NAVD 88
 CB0252.geopotential number by the normal gravity value computed on the
 CB0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0252.degrees latitude (g = 980.6199 gals.).
 CB0252
 CB0252.The modeled gravity was interpolated from observed gravity values.
 CB0252
 CB0252;                    North         East    Units  Estimated Accuracy
 CB0252;SPC TX C     - 3,248,680.      653,520.      MT  (+/- 180 meters Scaled)
 CB0252
 CB0252                          SUPERSEDED SURVEY CONTROL
 CB0252
 CB0252  NGVD 29 (??/??/92)  791.437  (m)         2596.57   (f) ADJ UNCH    2 0
 CB0252
 CB0252.Superseded values are not recommended for survey control.
 CB0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0252.See file dsdata.txt to determine how the superseded data were derived.
 CB0252
 CB0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA274317(NAD 83)
 CB0252_MARKER: DB = BENCH MARK DISK
 CB0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0252_SP_SET: CULVERT
 CB0252_STAMPING: W 1177 1961
 CB0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0252
 CB0252  HISTORY     - Date     Condition        Report By
 CB0252  HISTORY     - 1961     MONUMENTED       CGS
 CB0252
 CB0252                          STATION DESCRIPTION
 CB0252
 CB0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0252'13.7 MI NE FROM STERLING CITY.
 CB0252'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0252'AT STERLING CITY, THENCE 12.95 MILES NORTHEAST ALONG STATE HIGHWAY 158
 CB0252'AND FARM ROAD 387, 0.2 MILE EAST OF A PRIVATE DRIVEWAY LEADING
 CB0252'NORTHEAST TO A FARMHOUSE, 0.2 MILE SOUTHEAST OF A FARMHOUSE, 0.2 MILE
 CB0252'WEST OF THE COKE-STERLING COUNTY LINE, 29 FEET NORTH OF THE CENTER
 CB0252'LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH
 CB0252'CONCRETE HEAD WALL OF A 30-INCH TUBULAR METAL CULVERT, AND ABOUT 1
 CB0252'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0253 ***********************************************************************
 CB0253  DESIGNATION -  W 1177 RESET 1972
 CB0253  PID         -  CB0253
 CB0253  STATE/COUNTY-  TX/STERLING
 CB0253  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0253
 CB0253                         *CURRENT SURVEY CONTROL
 CB0253  ___________________________________________________________________
 CB0253* NAD 83(1986)-  31 54 31.     (N)    100 49 29.     (W)     SCALED    
 CB0253* NAVD 88     -       790.83   (+/-2cm)    2594.6    (feet)  VERTCON   
 CB0253  ___________________________________________________________________
 CB0253  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0253
 CB0253  VERT ORDER  -  THIRD (See Below)
 CB0253
 CB0253.The horizontal coordinates were scaled from a topographic map and have
 CB0253.an estimated accuracy of +/- 6 seconds.
 CB0253
 CB0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0253.The vertical order pertains to the NGVD 29 superseded value.
 CB0253
 CB0253.The geoid height was determined by GEOID03.
 CB0253
 CB0253;                    North         East    Units  Estimated Accuracy
 CB0253;SPC TX C     - 3,248,650.      653,520.      MT  (+/- 180 meters Scaled)
 CB0253
 CB0253                          SUPERSEDED SURVEY CONTROL
 CB0253
 CB0253  NGVD 29 (01/29/03)  790.60   (m)         2593.8    (f) RESET       3  
 CB0253
 CB0253.Superseded values are not recommended for survey control.
 CB0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0253.See file dsdata.txt to determine how the superseded data were derived.
 CB0253
 CB0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA274317(NAD 83)
 CB0253_MARKER: DB = BENCH MARK DISK
 CB0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0253_STAMPING: W 1177 RESET 1972
 CB0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0253+STABILITY: SURFACE MOTION
 CB0253
 CB0253  HISTORY     - Date     Condition        Report By
 CB0253  HISTORY     - 1972     MONUMENTED       NGS
 CB0253
 CB0253                          STATION DESCRIPTION
 CB0253
 CB0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CB0253'13 MI NE FROM STERLING CITY.
 CB0253'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 158, WHICH
 CB0253'IS LOCATED AT THE EAST EDGE OF STERLING CITY.  GO NORTHERLY ON STATE
 CB0253'HIGHWAY 158 FOR 2.3 MILES TO BRIDGE, CONTINUE NORTHERLY ON STATE
 CB0253'HIGHWAY 158 FOR 9.9 MILES TO MARK ON THE RIGHT.  A STANDARD BENCH MARK
 CB0253'DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE
 CB0253'GROUND AND IS STAMPED W 1177 RESET 1972.  IT IS 86 FEET WEST OF A
 CB0253'CONCRETE CULVERT, 48 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY, 2 FEET
 CB0253'NORTH OF A HI-LINE POLE, 2 FEET EAST OF A METAL WITNESS POST, 1-FOOT
 CB0253'NORTH OF FENCE-LINE AND 0.1 MILE WEST OF THE STERLING-COKE
 CB0253'COUNTY-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0104 ***********************************************************************
 CU0104  DESIGNATION -  W 1178
 CU0104  PID         -  CU0104
 CU0104  STATE/COUNTY-  TX/FISHER
 CU0104  USGS QUAD   -  ROTAN (1981)
 CU0104
 CU0104                         *CURRENT SURVEY CONTROL
 CU0104  ___________________________________________________________________
 CU0104* NAD 83(1986)-  32 50 54.     (N)    100 29 02.     (W)     SCALED    
 CU0104* NAVD 88     -       596.471  (meters)    1956.92   (feet)  ADJUSTED  
 CU0104  ___________________________________________________________________
 CU0104  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CU0104  DYNAMIC HT  -         595.693 (meters)    1954.37  (feet)  COMP
 CU0104  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 CU0104
 CU0104  VERT ORDER  -  SECOND    CLASS 0
 CU0104
 CU0104.The horizontal coordinates were scaled from a topographic map and have
 CU0104.an estimated accuracy of +/- 6 seconds.
 CU0104
 CU0104.The orthometric height was determined by differential leveling
 CU0104.and adjusted by the National Geodetic Survey in June 1991..
 CU0104
 CU0104.The geoid height was determined by GEOID03.
 CU0104
 CU0104.The dynamic height is computed by dividing the NAVD 88
 CU0104.geopotential number by the normal gravity value computed on the
 CU0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0104.degrees latitude (g = 980.6199 gals.).
 CU0104
 CU0104.The modeled gravity was interpolated from observed gravity values.
 CU0104
 CU0104;                    North         East    Units  Estimated Accuracy
 CU0104;SPC TXNC     - 2,132,790.      414,320.      MT  (+/- 180 meters Scaled)
 CU0104
 CU0104                          SUPERSEDED SURVEY CONTROL
 CU0104
 CU0104  NGVD 29 (??/??/92)  596.222  (m)         1956.11   (f) ADJ UNCH    2 0
 CU0104
 CU0104.Superseded values are not recommended for survey control.
 CU0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0104.See file dsdata.txt to determine how the superseded data were derived.
 CU0104
 CU0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB611354(NAD 83)
 CU0104_MARKER: DB = BENCH MARK DISK
 CU0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0104_SP_SET: CULVERT
 CU0104_STAMPING: W 1178 1961
 CU0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0104
 CU0104  HISTORY     - Date     Condition        Report By
 CU0104  HISTORY     - 1961     MONUMENTED       CGS
 CU0104
 CU0104                          STATION DESCRIPTION
 CU0104
 CU0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0104'1.2 MI W FROM ROTAN.
 CU0104'ABOUT 1.2 MILES WEST ALONG FARM ROAD 611 FROM THE MOST SOUTHERLY OF A
 CU0104'GROUP OF SCHOOL BUILDINGS AT ROTAN, 18 FEET NORTH OF THE CENTER LINE
 CU0104'OF THE FARM ROAD, SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 CU0104'HEAD WALL OF A CONCRETE CULVERT, AND ABOUT 5 INCHES ABOVE THE LEVEL OF
 CU0104'THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0470 ***********************************************************************
 CU0470  DESIGNATION -  W 1179
 CU0470  PID         -  CU0470
 CU0470  STATE/COUNTY-  TX/SCURRY
 CU0470  USGS QUAD   -  SNYDER (1979)
 CU0470
 CU0470                         *CURRENT SURVEY CONTROL
 CU0470  ___________________________________________________________________
 CU0470* NAD 83(1986)-  32 40 43.     (N)    100 55 40.     (W)     SCALED    
 CU0470* NAVD 88     -       724.050  (meters)    2375.49   (feet)  ADJUSTED  
 CU0470  ___________________________________________________________________
 CU0470  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CU0470  DYNAMIC HT  -         723.094 (meters)    2372.35  (feet)  COMP
 CU0470  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 CU0470
 CU0470  VERT ORDER  -  SECOND    CLASS 0
 CU0470
 CU0470.The horizontal coordinates were scaled from a topographic map and have
 CU0470.an estimated accuracy of +/- 6 seconds.
 CU0470
 CU0470.The orthometric height was determined by differential leveling
 CU0470.and adjusted by the National Geodetic Survey in June 1991..
 CU0470
 CU0470.The geoid height was determined by GEOID03.
 CU0470
 CU0470.The dynamic height is computed by dividing the NAVD 88
 CU0470.geopotential number by the normal gravity value computed on the
 CU0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0470.degrees latitude (g = 980.6199 gals.).
 CU0470
 CU0470.The modeled gravity was interpolated from observed gravity values.
 CU0470
 CU0470;                    North         East    Units  Estimated Accuracy
 CU0470;SPC TXNC     - 2,114,850.      372,340.      MT  (+/- 180 meters Scaled)
 CU0470
 CU0470                          SUPERSEDED SURVEY CONTROL
 CU0470
 CU0470  NGVD 29 (??/??/92)  723.775  (m)         2374.59   (f) ADJ UNCH    2 0
 CU0470
 CU0470.Superseded values are not recommended for survey control.
 CU0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0470.See file dsdata.txt to determine how the superseded data were derived.
 CU0470
 CU0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB192173(NAD 83)
 CU0470_MARKER: DB = BENCH MARK DISK
 CU0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0470_STAMPING: W 1179 1961
 CU0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0470+STABILITY: SURFACE MOTION
 CU0470
 CU0470  HISTORY     - Date     Condition        Report By
 CU0470  HISTORY     - 1961     MONUMENTED       CGS
 CU0470
 CU0470                          STATION DESCRIPTION
 CU0470
 CU0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0470'3.9 MI SW FROM SNYDER.
 CU0470'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0470'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0470'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 350, 0.2 MILE SOUTHWEST OF A
 CU0470'PRIVATE DRIVEWAY, 52 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CU0470'121 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER
 CU0470'39, DIRECTLY BELOW A POWER LINE CROSSING OVER THE HIGHWAY, 1 1/2 FEET
 CU0470'SOUTHEAST OF A FENCE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 1
 CU0470'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CU0470'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0499 ***********************************************************************
 CU0499  DESIGNATION -  W 1180
 CU0499  PID         -  CU0499
 CU0499  STATE/COUNTY-  TX/SCURRY
 CU0499  USGS QUAD   -  IRA NE (1979)
 CU0499
 CU0499                         *CURRENT SURVEY CONTROL
 CU0499  ___________________________________________________________________
 CU0499* NAD 83(1986)-  32 44 43.     (N)    101 06 53.     (W)     SCALED    
 CU0499* NAVD 88     -       726.583  (meters)    2383.80   (feet)  ADJUSTED  
 CU0499  ___________________________________________________________________
 CU0499  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CU0499  DYNAMIC HT  -         725.628 (meters)    2380.66  (feet)  COMP
 CU0499  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 CU0499
 CU0499  VERT ORDER  -  SECOND    CLASS 0
 CU0499
 CU0499.The horizontal coordinates were scaled from a topographic map and have
 CU0499.an estimated accuracy of +/- 6 seconds.
 CU0499
 CU0499.The orthometric height was determined by differential leveling
 CU0499.and adjusted by the National Geodetic Survey in June 1991..
 CU0499
 CU0499.The geoid height was determined by GEOID03.
 CU0499
 CU0499.The dynamic height is computed by dividing the NAVD 88
 CU0499.geopotential number by the normal gravity value computed on the
 CU0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0499.degrees latitude (g = 980.6199 gals.).
 CU0499
 CU0499.The modeled gravity was interpolated from observed gravity values.
 CU0499
 CU0499;                    North         East    Units  Estimated Accuracy
 CU0499;SPC TXNC     - 2,122,660.      355,000.      MT  (+/- 180 meters Scaled)
 CU0499
 CU0499                          SUPERSEDED SURVEY CONTROL
 CU0499
 CU0499  NGVD 29 (??/??/92)  726.260  (m)         2382.74   (f) ADJ UNCH    2 0
 CU0499
 CU0499.Superseded values are not recommended for survey control.
 CU0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0499.See file dsdata.txt to determine how the superseded data were derived.
 CU0499
 CU0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB018250(NAD 83)
 CU0499_MARKER: DB = BENCH MARK DISK
 CU0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0499_STAMPING: W 1180 1961
 CU0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0499+STABILITY: SURFACE MOTION
 CU0499
 CU0499  HISTORY     - Date     Condition        Report By
 CU0499  HISTORY     - 1961     MONUMENTED       CGS
 CU0499
 CU0499                          STATION DESCRIPTION
 CU0499
 CU0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0499'13.95 MI W FROM SNYDER.
 CU0499'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0499'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0499'10.0 MILES WEST ALONG U. S. HIGHWAY 180, THENCE 1.0 MILE NORTH ALONG A
 CU0499'GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED DIRT ROAD, 0.15
 CU0499'MILE EAST OF AN ABANDONED WOODEN BRIDGE, 32 1/2 FEET NORTH OF THE
 CU0499'CENTER LINE OF THE GRADED DIRT ROAD, 1 1/2 FEET SOUTH OF A FENCE, 2.0
 CU0499'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 CU0499'OF THE GRADED DIRT ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CU0499'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4495 ***********************************************************************
 AW4495  DESIGNATION -  W 1181
 AW4495  PID         -  AW4495
 AW4495  STATE/COUNTY-  TX/HARRIS
 AW4495  USGS QUAD   -  ADDICKS (1995)
 AW4495
 AW4495                         *CURRENT SURVEY CONTROL
 AW4495  ___________________________________________________________________
 AW4495* NAD 83(1986)-  29 47 08.     (N)    095 43 09.     (W)     SCALED    
 AW4495* NAVD 88     -        35.65   (+/-2cm)     117.0    (feet)  VERTCON   
 AW4495  ___________________________________________________________________
 AW4495  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW4495
 AW4495  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4495
 AW4495.The horizontal coordinates were scaled from a topographic map and have
 AW4495.an estimated accuracy of +/- 6 seconds.
 AW4495
 AW4495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4495.The vertical order pertains to the NGVD 29 superseded value.
 AW4495
 AW4495.The geoid height was determined by GEOID03.
 AW4495
 AW4495;                    North         East    Units  Estimated Accuracy
 AW4495;SPC TXSC     - 4,220,810.      917,160.      MT  (+/- 180 meters Scaled)
 AW4495
 AW4495                          SUPERSEDED SURVEY CONTROL
 AW4495
 AW4495  NGVD 29 (??/??/92)   35.641  (m)          116.93   (f) ADJ UNCH    1 2
 AW4495
 AW4495.Superseded values are not recommended for survey control.
 AW4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4495.See file dsdata.txt to determine how the superseded data were derived.
 AW4495
 AW4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN371981(NAD 83)
 AW4495_MARKER: DB = BENCH MARK DISK
 AW4495_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW4495_SP_SET: 40 FEET
 AW4495_STAMPING: W 1181 1963
 AW4495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4495
 AW4495  HISTORY     - Date     Condition        Report By
 AW4495  HISTORY     - 1963     MONUMENTED       CGS
 AW4495  HISTORY     - 1970     MARK NOT FOUND   NGS
 AW4495  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW4495  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW4495
 AW4495                          STATION DESCRIPTION
 AW4495
 AW4495'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW4495'6.2 MI E FROM KATY.
 AW4495'ABOUT 6.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4495'STATION AT KATY, 39 FEET SOUTH OF THE SOUTH RAIL, 173 FEET WEST OF FRY
 AW4495'ROAD LEADING NORTH, 46 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 AW4495'90, 7 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A METAL WITNESS
 AW4495'POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF
 AW4495'THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 AW4495'DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 AW4495'PROJECTS 8 INCHES.
 AW4495
 AW4495                          STATION RECOVERY (1970)
 AW4495
 AW4495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AW4495'MARK NOT FOUND.
 AW4495
 AW4495                          STATION RECOVERY (1995)
 AW4495
 AW4495'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4495'MARK NOT FOUND.
 AW4495
 AW4495                          STATION RECOVERY (2004)
 AW4495
 AW4495'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0368 ***********************************************************************
 AW0368  DESIGNATION -  W 1183
 AW0368  PID         -  AW0368
 AW0368  STATE/COUNTY-  TX/HARRIS
 AW0368  USGS QUAD   -  JACINTO CITY (1982)
 AW0368
 AW0368                         *CURRENT SURVEY CONTROL
 AW0368  ___________________________________________________________________
 AW0368* NAD 83(1986)-  29 47 54.     (N)    095 13 56.     (W)     SCALED    
 AW0368* NAVD 88     -        10.914  (meters)      35.81   (feet)  ADJUSTED  
 AW0368  ___________________________________________________________________
 AW0368  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW0368  DYNAMIC HT  -          10.899 (meters)      35.76  (feet)  COMP
 AW0368  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 AW0368
 AW0368  VERT ORDER  -  FIRST     CLASS II
 AW0368
 AW0368.The horizontal coordinates were scaled from a topographic map and have
 AW0368.an estimated accuracy of +/- 6 seconds.
 AW0368
 AW0368.The orthometric height was determined by differential leveling
 AW0368.and adjusted by the National Geodetic Survey in June 1991..
 AW0368
 AW0368.The geoid height was determined by GEOID03.
 AW0368
 AW0368.The dynamic height is computed by dividing the NAVD 88
 AW0368.geopotential number by the normal gravity value computed on the
 AW0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0368.degrees latitude (g = 980.6199 gals.).
 AW0368
 AW0368.The modeled gravity was interpolated from observed gravity values.
 AW0368
 AW0368;                    North         East    Units  Estimated Accuracy
 AW0368;SPC TXSC     - 4,223,640.      964,170.      MT  (+/- 180 meters Scaled)
 AW0368
 AW0368                          SUPERSEDED SURVEY CONTROL
 AW0368
 AW0368  NGVD 29 (12/23/87)   10.911  (m)           35.80   (f) ADJUSTED    1 2
 AW0368
 AW0368.Superseded values are not recommended for survey control.
 AW0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0368.See file dsdata.txt to determine how the superseded data were derived.
 AW0368
 AW0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN842985(NAD 83)
 AW0368_MARKER: DB = BENCH MARK DISK
 AW0368_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0368+WITH SETTING: PAVEMENT
 AW0368_SP_SET: TOWER FOUNDATION
 AW0368_STAMPING: W 1183 1963
 AW0368_MARK LOGO: CGS   
 AW0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0368+STABILITY: SURFACE MOTION
 AW0368
 AW0368  HISTORY     - Date     Condition        Report By
 AW0368  HISTORY     - 1963     MONUMENTED       CGS
 AW0368  HISTORY     - 1964     GOOD             NGS
 AW0368  HISTORY     - 1978     GOOD             NGS
 AW0368  HISTORY     - 1986     GOOD             NGS
 AW0368  HISTORY     - 19940911 GOOD             USPSQD
 AW0368
 AW0368                          STATION DESCRIPTION
 AW0368
 AW0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0368'4.6 MI NE FROM GREENS BAYOU.
 AW0368'ABOUT 1.15 MILES WEST ALONG MARKET STREET FROM THE MARKET STREET
 AW0368'BAPTIST CHURCH AT GREENS BAYOU, THENCE 2.55 MILES NORTH ALONG MAXEY
 AW0368'ROAD, THENCE 0.9 MILE WEST ALONG WALLISVILLE ROAD, 98 FEET NORTH OF
 AW0368'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHWEST CORNER OF
 AW0368'THE SOUTHWEST CONCRETE FOUNDATION OF TOWER NUMBER 23 WHICH IS THE MORE
 AW0368'WESTERLY OF TWO LARGE METAL PYLONS, AND ABOUT 2 FEET ABOVE THE GROUND.
 AW0368
 AW0368                          STATION RECOVERY (1978)
 AW0368
 AW0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0368'RECOVERED IN GOOD CONDITION.
 AW0368
 AW0368                          STATION RECOVERY (1986)
 AW0368
 AW0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0368'RECOVERED IN GOOD CONDITION.
 AW0368
 AW0368                          STATION RECOVERY (1994)
 AW0368
 AW0368'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0539 ***********************************************************************
 AW0539  DESIGNATION -  W 1184
 AW0539  PID         -  AW0539
 AW0539  STATE/COUNTY-  TX/GALVESTON
 AW0539  USGS QUAD   -  HITCHCOCK (1974)
 AW0539
 AW0539                         *CURRENT SURVEY CONTROL
 AW0539  ___________________________________________________________________
 AW0539* NAD 83(1986)-  29 18 43.     (N)    095 05 30.     (W)     SCALED    
 AW0539* NAVD 88     -         4.54   (+/-2cm)      14.9    (feet)  VERTCON   
 AW0539  ___________________________________________________________________
 AW0539  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW0539
 AW0539  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0539
 AW0539.The horizontal coordinates were scaled from a topographic map and have
 AW0539.an estimated accuracy of +/- 6 seconds.
 AW0539
 AW0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0539.The vertical order pertains to the NGVD 29 superseded value.
 AW0539
 AW0539.The geoid height was determined by GEOID03.
 AW0539
 AW0539;                    North         East    Units  Estimated Accuracy
 AW0539;SPC TXSC     - 4,170,210.      979,550.      MT  (+/- 180 meters Scaled)
 AW0539
 AW0539                          SUPERSEDED SURVEY CONTROL
 AW0539
 AW0539  NGVD 29 (??/??/92)    4.540  (m)           14.89   (f) ADJ UNCH    1 1
 AW0539
 AW0539.Superseded values are not recommended for survey control.
 AW0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0539.See file dsdata.txt to determine how the superseded data were derived.
 AW0539
 AW0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN968443(NAD 83)
 AW0539_MARKER: DB = BENCH MARK DISK
 AW0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0539_SP_SET: 48 FEET
 AW0539_STAMPING: W 1184 1964
 AW0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0539
 AW0539  HISTORY     - Date     Condition        Report By
 AW0539  HISTORY     - 1964     MONUMENTED       CGS
 AW0539  HISTORY     - 1971     GOOD             NGS
 AW0539  HISTORY     - 1978     GOOD             NGS
 AW0539  HISTORY     - 20000310 GOOD             USPSQD
 AW0539  HISTORY     - 20060827 MARK NOT FOUND   INDIV
 AW0539
 AW0539                          STATION DESCRIPTION
 AW0539
 AW0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0539'4.5 MI S FROM ALTA LOMA.
 AW0539'4.5 MILES SOUTH ALONG FARM ROAD 1561 FROM THE GULF, COLORADO, AND
 AW0539'SANTA FE RAILWAY STATION AT ALTA LOMA, AT A PRIVATE ENTRANCE TO A
 AW0539'FIELD, 62 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 16 FEET WEST
 AW0539'OF THE CENTER OF A WOODEN GATE AT THE FIELD ENTRANCE, 1 FOOT SOUTH OF
 AW0539'A FENCE, 1.5 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 3 FEET
 AW0539'BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW0539'COATED ROD THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A
 AW0539'6-INCH TILE THAT PROJECTS 4 INCHES.
 AW0539
 AW0539                          STATION RECOVERY (1971)
 AW0539
 AW0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0539'RECOVERED IN GOOD CONDITION.
 AW0539
 AW0539                          STATION RECOVERY (1978)
 AW0539
 AW0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0539'3.9 MILES SOUTH ALONG PAVED FARM ROAD 646 FROM ITS JUNCTION WITH
 AW0539'THE GULF, COLORADO, AND SANTA FE RAILROAD TRACKS AT ALTA LOMA,
 AW0539'THENCE 0.7 MILE SOUTHWEST ALONG FARM ROAD 2004, 62 FT SOUTH OF
 AW0539'THE CENTER LINE OF THE FARM ROAD, 16 FT WEST OF THE CENTER OF A
 AW0539'WOODEN GATE LEADING TO A PRIVATE ENTRANCE TO A FIELD, 1 FT SOUTH
 AW0539'OF A FENCE.
 AW0539
 AW0539                          STATION RECOVERY (2000)
 AW0539
 AW0539'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW0539'RECOVERED IN GOOD CONDITION.
 AW0539
 AW0539                          STATION RECOVERY (2006)
 AW0539
 AW0539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AW0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1724 ***********************************************************************
 AW1724  DESIGNATION -  W 1185
 AW1724  PID         -  AW1724
 AW1724  STATE/COUNTY-  TX/HARRIS
 AW1724  USGS QUAD   -  PASADENA (1995)
 AW1724
 AW1724                         *CURRENT SURVEY CONTROL
 AW1724  ___________________________________________________________________
 AW1724* NAD 83(1986)-  29 42 41.     (N)    095 08 41.     (W)     SCALED    
 AW1724* NAVD 88     -         6.424  (meters)      21.08   (feet)  ADJUSTED  
 AW1724  ___________________________________________________________________
 AW1724  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1724  DYNAMIC HT  -           6.415 (meters)      21.05  (feet)  COMP
 AW1724  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 AW1724  OBS GRAVITY -     979,286.1   (mgal)                       GRAV_OBS
 AW1724
 AW1724  VERT ORDER  -  FIRST     CLASS I
 AW1724
 AW1724.The horizontal coordinates were scaled from a topographic map and have
 AW1724.an estimated accuracy of +/- 6 seconds.
 AW1724
 AW1724.The orthometric height was determined by differential leveling
 AW1724.and adjusted by the National Geodetic Survey in June 1991..
 AW1724
 AW1724.The geoid height was determined by GEOID03.
 AW1724
 AW1724.The dynamic height is computed by dividing the NAVD 88
 AW1724.geopotential number by the normal gravity value computed on the
 AW1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1724.degrees latitude (g = 980.6199 gals.).
 AW1724
 AW1724.The modeled gravity was interpolated from observed gravity values.
 AW1724.The observed gravity was obtained from relative gravimeter ties
 AW1724.to the IGSN71 gravity network.
 AW1724
 AW1724;                    North         East    Units  Estimated Accuracy
 AW1724;SPC TXSC     - 4,214,290.      972,940.      MT  (+/- 180 meters Scaled)
 AW1724
 AW1724                          SUPERSEDED SURVEY CONTROL
 AW1724
 AW1724  NGVD 29 (12/23/87)    6.421  (m)           21.07   (f) ADJUSTED    1 1
 AW1724
 AW1724.Superseded values are not recommended for survey control.
 AW1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1724.See file dsdata.txt to determine how the superseded data were derived.
 AW1724
 AW1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN925887(NAD 83)
 AW1724_MARKER: DB = BENCH MARK DISK
 AW1724_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1724_SP_SET: HEADWALL OF BOX CULVERT
 AW1724_STAMPING: W 1185 1964
 AW1724_MARK LOGO: CGS   
 AW1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1724+STABILITY: SURFACE MOTION
 AW1724
 AW1724  HISTORY     - Date     Condition        Report By
 AW1724  HISTORY     - 1964     MONUMENTED       CGS
 AW1724  HISTORY     - 1973     GOOD             NGS
 AW1724  HISTORY     - 1976     GOOD             NGS
 AW1724  HISTORY     - 1976     GOOD             NGS
 AW1724  HISTORY     - 1978     GOOD             NGS
 AW1724  HISTORY     - 1983     GOOD             NGS
 AW1724  HISTORY     - 1986     GOOD             NGS
 AW1724  HISTORY     - 1987     GOOD             USPSQD
 AW1724  HISTORY     - 1987     GOOD             USPSQD
 AW1724  HISTORY     - 1988     GOOD             USPSQD
 AW1724  HISTORY     - 1988     GOOD             USPSQD
 AW1724  HISTORY     - 1988     GOOD             USPSQD
 AW1724  HISTORY     - 1989     GOOD             USPSQD
 AW1724  HISTORY     - 1989     GOOD             USPSQD
 AW1724  HISTORY     - 1989     GOOD             USPSQD
 AW1724  HISTORY     - 1990     GOOD             USPSQD
 AW1724  HISTORY     - 1990     GOOD             USPSQD
 AW1724  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW1724  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW1724  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1724  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW1724  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1724
 AW1724                          STATION DESCRIPTION
 AW1724
 AW1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1724'2.1 MI NW FROM DEER PARK.
 AW1724'ABOUT 0.85 MILE NORTH ALONG CENTER ST. FROM THE CITY HALL AT DEER
 AW1724'PARK, THENCE 1.25 MILES WEST ALONG STATE HIGHWAY 225, ABOUT 0.25 MILE
 AW1724'WEST OF THE WEST END OF THE OVERPASS, 124 FEET SOUTH OF THE CENTER
 AW1724'LINE OF THE EASTBOUND LANE, 38 FEET SOUTH OF THE CENTER LINE OF A
 AW1724'PROPOSED PAVED ROAD, AT A LARGE 12 X 22 FT. DOUBLE CHANNEL CULVERT,
 AW1724'SET IN THE TOP OF AND THE CENTER OF THE SOUTH CONCRETE HEADWALL, AND
 AW1724'ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AW1724
 AW1724                          STATION RECOVERY (1976)
 AW1724
 AW1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1976)
 AW1724
 AW1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1978)
 AW1724
 AW1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1983)
 AW1724
 AW1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1986)
 AW1724
 AW1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1987)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1987)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1988)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1988)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1988)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1989)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1989)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1989)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1990)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1990)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1724'RECOVERED IN GOOD CONDITION.
 AW1724
 AW1724                          STATION RECOVERY (1998)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1724'MARK NOT FOUND.
 AW1724
 AW1724                          STATION RECOVERY (1999)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1724'MARK NOT FOUND.
 AW1724
 AW1724                          STATION RECOVERY (2001)
 AW1724
 AW1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1724'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1724
 AW1724                          STATION RECOVERY (2004)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1724'MARK NOT FOUND.
 AW1724
 AW1724                          STATION RECOVERY (2005)
 AW1724
 AW1724'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1613 ***********************************************************************
 AW1613  DESIGNATION -  W 1186
 AW1613  PID         -  AW1613
 AW1613  STATE/COUNTY-  TX/GALVESTON
 AW1613  USGS QUAD   -  TEXAS CITY (1994)
 AW1613
 AW1613                         *CURRENT SURVEY CONTROL
 AW1613  ___________________________________________________________________
 AW1613* NAD 83(1986)-  29 28 17.     (N)    094 58 45.     (W)     SCALED    
 AW1613* NAVD 88     -         2.689  (meters)       8.82   (feet)  ADJUSTED  
 AW1613  ___________________________________________________________________
 AW1613  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW1613  DYNAMIC HT  -           2.686 (meters)       8.81  (feet)  COMP
 AW1613  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 AW1613  OBS GRAVITY -     979,272.7   (mgal)                       GRAV_OBS
 AW1613
 AW1613  VERT ORDER  -  FIRST     CLASS II
 AW1613
 AW1613.The horizontal coordinates were scaled from a topographic map and have
 AW1613.an estimated accuracy of +/- 6 seconds.
 AW1613
 AW1613.The orthometric height was determined by differential leveling
 AW1613.and adjusted by the National Geodetic Survey in June 1991..
 AW1613
 AW1613.The geoid height was determined by GEOID03.
 AW1613
 AW1613.The dynamic height is computed by dividing the NAVD 88
 AW1613.geopotential number by the normal gravity value computed on the
 AW1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1613.degrees latitude (g = 980.6199 gals.).
 AW1613
 AW1613.The modeled gravity was interpolated from observed gravity values.
 AW1613.The observed gravity was obtained from relative gravimeter ties
 AW1613.to the IGSN71 gravity network.
 AW1613
 AW1613;                    North         East    Units  Estimated Accuracy
 AW1613;SPC TXSC     - 4,188,240.      989,870.      MT  (+/- 180 meters Scaled)
 AW1613
 AW1613                          SUPERSEDED SURVEY CONTROL
 AW1613
 AW1613  NGVD 29 (12/23/87)    2.686  (m)            8.81   (f) ADJUSTED    1 2
 AW1613
 AW1613.Superseded values are not recommended for survey control.
 AW1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1613.See file dsdata.txt to determine how the superseded data were derived.
 AW1613
 AW1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN080618(NAD 83)
 AW1613_MARKER: DB = BENCH MARK DISK
 AW1613_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1613_SP_SET: HEADWALL
 AW1613_STAMPING: W 1186 1964
 AW1613_MARK LOGO: CGS   
 AW1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1613+STABILITY: SURFACE MOTION
 AW1613
 AW1613  HISTORY     - Date     Condition        Report By
 AW1613  HISTORY     - 1964     MONUMENTED       CGS
 AW1613  HISTORY     - 1973     GOOD             NGS
 AW1613  HISTORY     - 1978     GOOD             NGS
 AW1613  HISTORY     - 1983     GOOD             NGS
 AW1613  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1987     GOOD             NGS
 AW1613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1613  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW1613
 AW1613                          STATION DESCRIPTION
 AW1613
 AW1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1613'5.5 MI SE FROM KEMAH.
 AW1613'ABOUT 5.5 MILES SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1613'KEMAH, ABOUT 230 FEET WEST OF THE CENTER LINE OF THE INTERSECTION OF
 AW1613'STATE HWY. 146 AND FARM RD. 517, ABOUT 34 FEET SOUTHWEST OF THE
 AW1613'SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 26 FEET NORTH OF THE
 AW1613'CENTER LINE OF FARM RD. 517, SET IN THE TOP AND CENTER OF THE NORTH
 AW1613'CONCRETE HEADWALL OF A DOUBLE-PIPE CULVERT, AND ABOUT 2 FEET BELOW THE
 AW1613'LEVEL OF THE HIGHWAY.
 AW1613
 AW1613                          STATION RECOVERY (1978)
 AW1613
 AW1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1613'RECOVERED IN GOOD CONDITION.
 AW1613
 AW1613                          STATION RECOVERY (1983)
 AW1613
 AW1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1613'RECOVERED IN GOOD CONDITION.
 AW1613
 AW1613                          STATION RECOVERY (1987)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1987)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1987)
 AW1613
 AW1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1613'RECOVERED IN GOOD CONDITION.
 AW1613
 AW1613                          STATION RECOVERY (1988)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1988)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1988)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1988)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1988)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1988)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1988)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1988)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1988)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1988)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1989)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1989)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1989)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (1990)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1613'MARK NOT FOUND.
 AW1613
 AW1613                          STATION RECOVERY (2004)
 AW1613
 AW1613'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1613' 
 AW1613' 
 AW1613' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3497 ***********************************************************************
 AW3497  DESIGNATION -  W 1188
 AW3497  PID         -  AW3497
 AW3497  STATE/COUNTY-  TX/HARRIS
 AW3497  USGS QUAD   -  LA PORTE (1982)
 AW3497
 AW3497                         *CURRENT SURVEY CONTROL
 AW3497  ___________________________________________________________________
 AW3497* NAD 83(1986)-  29 42 56.     (N)    095 01 23.     (W)     SCALED    
 AW3497* NAVD 88     -         2.54   (+/-2cm)       8.3    (feet)  VERTCON   
 AW3497  ___________________________________________________________________
 AW3497  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3497
 AW3497  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3497
 AW3497.The horizontal coordinates were scaled from a topographic map and have
 AW3497.an estimated accuracy of +/- 6 seconds.
 AW3497
 AW3497.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3497.The vertical order pertains to the NGVD 29 superseded value.
 AW3497
 AW3497.The geoid height was determined by GEOID03.
 AW3497
 AW3497;                    North         East    Units  Estimated Accuracy
 AW3497;SPC TXSC     - 4,215,140.      984,690.      MT  (+/- 180 meters Scaled)
 AW3497
 AW3497                          SUPERSEDED SURVEY CONTROL
 AW3497
 AW3497  NGVD 29 (??/??/92)    2.534  (m)            8.31   (f) ADJ UNCH    1 2
 AW3497
 AW3497.Superseded values are not recommended for survey control.
 AW3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3497.See file dsdata.txt to determine how the superseded data were derived.
 AW3497
 AW3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN043889(NAD 83)
 AW3497_MARKER: DB = BENCH MARK DISK
 AW3497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3497_STAMPING: W 1188 1964
 AW3497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3497+STABILITY: SURFACE MOTION
 AW3497
 AW3497  HISTORY     - Date     Condition        Report By
 AW3497  HISTORY     - 1964     MONUMENTED       CGS
 AW3497  HISTORY     - 19971030 MARK NOT FOUND   USPSQD
 AW3497
 AW3497                          STATION DESCRIPTION
 AW3497
 AW3497'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3497'4.65 MI NW FROM MORGAN POINT.
 AW3497'ABOUT 4.65 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3497'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON ALEXANDER
 AW3497'ISLAND, ABOUT 157 YARDS WEST OF THE HIGH WATER LINE, 48 FEET EAST OF
 AW3497'THE CENTER LINE OF A LEVEE, 12 FEET NORTHWEST OF A 6-INCH MESQUITE
 AW3497'TREE, 1.5 FEET EAST OF A 6-INCH POST BEARING A WITNESS SHIELD, AND SET
 AW3497'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW3497
 AW3497                          STATION RECOVERY (1997)
 AW3497
 AW3497'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0117 ***********************************************************************
 CC0117  DESIGNATION -  W 1189
 CC0117  PID         -  CC0117
 CC0117  STATE/COUNTY-  TX/MIDLAND
 CC0117  USGS QUAD   -  BRYANT RANCH (1974)
 CC0117
 CC0117                         *CURRENT SURVEY CONTROL
 CC0117  ___________________________________________________________________
 CC0117* NAD 83(1986)-  31 47 56.     (N)    102 01 38.     (W)     SCALED    
 CC0117* NAVD 88     -       827.771  (meters)    2715.78   (feet)  ADJUSTED  
 CC0117  ___________________________________________________________________
 CC0117  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CC0117  DYNAMIC HT  -         826.601 (meters)    2711.94  (feet)  COMP
 CC0117  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 CC0117
 CC0117  VERT ORDER  -  SECOND    CLASS 0
 CC0117
 CC0117.The horizontal coordinates were scaled from a topographic map and have
 CC0117.an estimated accuracy of +/- 6 seconds.
 CC0117
 CC0117.The orthometric height was determined by differential leveling
 CC0117.and adjusted by the National Geodetic Survey in June 1991..
 CC0117
 CC0117.The geoid height was determined by GEOID03.
 CC0117
 CC0117.The dynamic height is computed by dividing the NAVD 88
 CC0117.geopotential number by the normal gravity value computed on the
 CC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0117.degrees latitude (g = 980.6199 gals.).
 CC0117
 CC0117.The modeled gravity was interpolated from observed gravity values.
 CC0117
 CC0117;                    North         East    Units  Estimated Accuracy
 CC0117;SPC TX C     - 3,237,600.      539,600.      MT  (+/- 180 meters Scaled)
 CC0117
 CC0117                          SUPERSEDED SURVEY CONTROL
 CC0117
 CC0117  NGVD 29 (??/??/92)  827.421  (m)         2714.63   (f) ADJ UNCH    2 0
 CC0117
 CC0117.Superseded values are not recommended for survey control.
 CC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0117.See file dsdata.txt to determine how the superseded data were derived.
 CC0117
 CC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR814219(NAD 83)
 CC0117_MARKER: DB = BENCH MARK DISK
 CC0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0117_STAMPING: W 1189 1967
 CC0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0117+STABILITY: SURFACE MOTION
 CC0117
 CC0117  HISTORY     - Date     Condition        Report By
 CC0117  HISTORY     - 1967     MONUMENTED       CGS
 CC0117  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CC0117
 CC0117                          STATION DESCRIPTION
 CC0117
 CC0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0117'13.85 MI S FROM MIDLAND.
 CC0117'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0117'THE STATION AT MIDLAND, THENCE 13.7 MILES SOUTH ALONG STATE HIGHWAY
 CC0117'349, 0.1 MILE SOUTH OF A GATE IN A FENCE LINE, 57 FEET WEST OF THE
 CC0117'CENTER LINE OF THE HIGHWAY, 10 1/2 FEET SOUTHEAST OF A POWER POLE, 1
 CC0117'1/2 FEET EAST OF A FENCE, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 CC0117'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CC0117'WHICH PROJECTS 5 INCHES.
 CC0117
 CC0117                          STATION RECOVERY (2001)
 CC0117
 CC0117'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0199 ***********************************************************************
 BN0199  DESIGNATION -  W 119
 BN0199  PID         -  BN0199
 BN0199  STATE/COUNTY-  TX/LLANO
 BN0199  USGS QUAD   -  LONE GROVE (1956)
 BN0199
 BN0199                         *CURRENT SURVEY CONTROL
 BN0199  ___________________________________________________________________
 BN0199* NAD 83(1986)-  30 45 05.     (N)    098 37 29.     (W)     SCALED    
 BN0199* NAVD 88     -       300.646  (meters)     986.37   (feet)  ADJUSTED  
 BN0199  ___________________________________________________________________
 BN0199  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BN0199  DYNAMIC HT  -         300.248 (meters)     985.06  (feet)  COMP
 BN0199  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BN0199
 BN0199  VERT ORDER  -  SECOND    CLASS 0
 BN0199
 BN0199.The horizontal coordinates were scaled from a topographic map and have
 BN0199.an estimated accuracy of +/- 6 seconds.
 BN0199
 BN0199.The orthometric height was determined by differential leveling
 BN0199.and adjusted by the National Geodetic Survey in June 1991..
 BN0199
 BN0199.The geoid height was determined by GEOID03.
 BN0199
 BN0199.The dynamic height is computed by dividing the NAVD 88
 BN0199.geopotential number by the normal gravity value computed on the
 BN0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0199.degrees latitude (g = 980.6199 gals.).
 BN0199
 BN0199.The modeled gravity was interpolated from observed gravity values.
 BN0199
 BN0199;                    North         East    Units  Estimated Accuracy
 BN0199;SPC TX C     - 3,121,500.      863,580.      MT  (+/- 180 meters Scaled)
 BN0199
 BN0199                          SUPERSEDED SURVEY CONTROL
 BN0199
 BN0199  NGVD 29 (??/??/92)  300.601  (m)          986.22   (f) ADJ UNCH    2 0
 BN0199
 BN0199.Superseded values are not recommended for survey control.
 BN0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0199.See file dsdata.txt to determine how the superseded data were derived.
 BN0199
 BN0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV359021(NAD 83)
 BN0199_MARKER: DB = BENCH MARK DISK
 BN0199_SETTING: 66 = SET IN ROCK OUTCROP
 BN0199_SP_SET: ROCK OUTCROP
 BN0199_STAMPING: W-119 1933
 BN0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0199+STABILITY: POSITION/ELEVATION WELL
 BN0199
 BN0199  HISTORY     - Date     Condition        Report By
 BN0199  HISTORY     - 1933     MONUMENTED       CGS
 BN0199
 BN0199                          STATION DESCRIPTION
 BN0199
 BN0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0199'3.5 MI E FROM LLANO.
 BN0199'ALONG THE TEXAS AND NEW ORLEANS R.R. AND ONE POLE AND 70 FT. WEST OF
 BN0199'M.P. 96 AND 140 FT. WEST OF WOODEN TRESTLE 96 A AND 40 FT. NORTH OF
 BN0199'THE CENTERLINE OF THE TRACKS IN THE NORTHEAST CORNER OF GRANITE
 BN0199'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0402 ***********************************************************************
 CB0402  DESIGNATION -  W 1190
 CB0402  PID         -  CB0402
 CB0402  STATE/COUNTY-  TX/UPTON
 CB0402  USGS QUAD   -  LINDSEY RANCH (1970)
 CB0402
 CB0402                         *CURRENT SURVEY CONTROL
 CB0402  ___________________________________________________________________
 CB0402* NAD 83(1986)-  31 29 57.     (N)    101 56 25.     (W)     SCALED    
 CB0402* NAVD 88     -       832.459  (meters)    2731.16   (feet)  ADJUSTED  
 CB0402  ___________________________________________________________________
 CB0402  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0402  DYNAMIC HT  -         831.261 (meters)    2727.23  (feet)  COMP
 CB0402  MODELED GRAV-     979,174.0   (mgal)                       NAVD 88
 CB0402
 CB0402  VERT ORDER  -  SECOND    CLASS 0
 CB0402
 CB0402.The horizontal coordinates were scaled from a topographic map and have
 CB0402.an estimated accuracy of +/- 6 seconds.
 CB0402
 CB0402.The orthometric height was determined by differential leveling
 CB0402.and adjusted by the National Geodetic Survey in June 1991..
 CB0402
 CB0402.The geoid height was determined by GEOID03.
 CB0402
 CB0402.The dynamic height is computed by dividing the NAVD 88
 CB0402.geopotential number by the normal gravity value computed on the
 CB0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0402.degrees latitude (g = 980.6199 gals.).
 CB0402
 CB0402.The modeled gravity was interpolated from observed gravity values.
 CB0402
 CB0402;                    North         East    Units  Estimated Accuracy
 CB0402;SPC TX C     - 3,204,250.      547,350.      MT  (+/- 180 meters Scaled)
 CB0402
 CB0402                          SUPERSEDED SURVEY CONTROL
 CB0402
 CB0402  NGVD 29 (??/??/92)  832.124  (m)         2730.06   (f) ADJ UNCH    2 0
 CB0402
 CB0402.Superseded values are not recommended for survey control.
 CB0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0402.See file dsdata.txt to determine how the superseded data were derived.
 CB0402
 CB0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV207886(NAD 83)
 CB0402_MARKER: DB = BENCH MARK DISK
 CB0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0402_STAMPING: W 1190 1967
 CB0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0402+STABILITY: SURFACE MOTION
 CB0402
 CB0402  HISTORY     - Date     Condition        Report By
 CB0402  HISTORY     - 1967     MONUMENTED       CGS
 CB0402
 CB0402                          STATION DESCRIPTION
 CB0402
 CB0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0402'19.0 MI N FROM RANKIN.
 CB0402'ABOUT 19.0 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0402'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.35 MILE SOUTH
 CB0402'OF THE JUNCTION OF THE HIGHWAY AND A PRIVATE DRIVEWAY WHICH LEADS TO
 CB0402'THE J.E. BOYD RESIDENCE, 0.25 MILE NORTH OF THE JUNCTION OF THE
 CB0402'HIGHWAY AND A PRIVATE DRIVEWAY WHICH LEADS WEST, 57 1/2 FEET WEST OF
 CB0402'THE CENTERLINE OF THE HIGHWAY, 11 1/2 FEET NORTH OF A POWER POLE, 2
 CB0402'FEET EAST OF A FENCE, 2.2 FEET NORTHWEST OF A METAL WITNESS POST, AND
 CB0402'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0081 ***********************************************************************
 AN0081  DESIGNATION -  W 1192
 AN0081  PID         -  AN0081
 AN0081  STATE/COUNTY-  TX/JACKSON
 AN0081  USGS QUAD   -  FRANCITAS NW (1995)
 AN0081
 AN0081                         *CURRENT SURVEY CONTROL
 AN0081  ___________________________________________________________________
 AN0081* NAD 83(1986)-  28 58 49.     (N)    096 29 31.     (W)     SCALED    
 AN0081* NAVD 88     -        16.86   (+/-2cm)      55.3    (feet)  VERTCON   
 AN0081  ___________________________________________________________________
 AN0081  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0081
 AN0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0081
 AN0081.The horizontal coordinates were scaled from a topographic map and have
 AN0081.an estimated accuracy of +/- 6 seconds.
 AN0081
 AN0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0081.The vertical order pertains to the NGVD 29 superseded value.
 AN0081
 AN0081.The geoid height was determined by GEOID03.
 AN0081
 AN0081;                    North         East    Units  Estimated Accuracy
 AN0081;SPC TXSC     - 4,129,730.      844,380.      MT  (+/- 180 meters Scaled)
 AN0081
 AN0081                          SUPERSEDED SURVEY CONTROL
 AN0081
 AN0081  NGVD 29 (??/??/92)   16.874  (m)           55.36   (f) ADJ UNCH    2 0
 AN0081
 AN0081.Superseded values are not recommended for survey control.
 AN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0081.See file dsdata.txt to determine how the superseded data were derived.
 AN0081
 AN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT443083(NAD 83)
 AN0081_MARKER: DB = BENCH MARK DISK
 AN0081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0081_SP_SET: 41 FT.
 AN0081_STAMPING: W 1192 1972
 AN0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0081
 AN0081  HISTORY     - Date     Condition        Report By
 AN0081  HISTORY     - 1972     MONUMENTED       NGS
 AN0081  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 AN0081
 AN0081                          STATION DESCRIPTION
 AN0081
 AN0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0081'4.5 MI SE FROM GANADO.
 AN0081'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE
 AN0081'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, 129 YARDS NORTHWEST OF THE
 AN0081'NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A 6-FOOT BOX
 AN0081'CULVERT, 58 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 80
 AN0081'FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A ROAD WHICH LEADS
 AN0081'SOUTHWEST TO A WINDMILL AND A SMALL HOUSE, 4 FEET SOUTHEAST OF A POWER
 AN0081'POLE, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.0 FOOT NORTHWEST OF A METAL
 AN0081'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 AN0081'TOP OF A COPPER COATED ROD WHICH IS LEVEL WITH THE SURFACE OF THE
 AN0081'GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 3
 AN0081'INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 41 FEET.
 AN0081
 AN0081                          STATION RECOVERY (1991)
 AN0081
 AN0081'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0648 ***********************************************************************
 AX0648  DESIGNATION -  W 1193
 AX0648  PID         -  AX0648
 AX0648  STATE/COUNTY-  TX/JACKSON
 AX0648  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0648
 AX0648                         *CURRENT SURVEY CONTROL
 AX0648  ___________________________________________________________________
 AX0648* NAD 83(1986)-  29 03 53.     (N)    096 41 31.     (W)     SCALED    
 AX0648* NAVD 88     -        26.765  (meters)      87.81   (feet)  ADJUSTED  
 AX0648  ___________________________________________________________________
 AX0648  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0648  DYNAMIC HT  -          26.726 (meters)      87.68  (feet)  COMP
 AX0648  MODELED GRAV-     979,219.5   (mgal)                       NAVD 88
 AX0648
 AX0648  VERT ORDER  -  FIRST     CLASS I
 AX0648
 AX0648.The horizontal coordinates were scaled from a topographic map and have
 AX0648.an estimated accuracy of +/- 6 seconds.
 AX0648
 AX0648.The orthometric height was determined by differential leveling
 AX0648.and adjusted by the National Geodetic Survey in June 1991..
 AX0648
 AX0648.The geoid height was determined by GEOID03.
 AX0648
 AX0648.The dynamic height is computed by dividing the NAVD 88
 AX0648.geopotential number by the normal gravity value computed on the
 AX0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0648.degrees latitude (g = 980.6199 gals.).
 AX0648
 AX0648.The modeled gravity was interpolated from observed gravity values.
 AX0648
 AX0648;                    North         East    Units  Estimated Accuracy
 AX0648;SPC TXSC     - 4,138,690.      824,710.      MT  (+/- 180 meters Scaled)
 AX0648
 AX0648                          SUPERSEDED SURVEY CONTROL
 AX0648
 AX0648  NGVD 29 (??/??/92)   26.777  (m)           87.85   (f) ADJ UNCH    1 1
 AX0648
 AX0648.Superseded values are not recommended for survey control.
 AX0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0648.See file dsdata.txt to determine how the superseded data were derived.
 AX0648
 AX0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT246173(NAD 83)
 AX0648_MARKER: DB = BENCH MARK DISK
 AX0648_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0648+WITH SETTING: INTO GROUND
 AX0648_STAMPING: W 1193 1972
 AX0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0648+STABILITY: SURFACE MOTION
 AX0648
 AX0648  HISTORY     - Date     Condition        Report By
 AX0648  HISTORY     - 1972     MONUMENTED       NGS
 AX0648
 AX0648                          STATION DESCRIPTION
 AX0648
 AX0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0648'6.7 MI NW FROM EDNA.
 AX0648'ABOUT 6.7 MILES NORTHWEST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AX0648'AT EDNA, NEAR THE JUNCTION OF A FARM LANE LEADING NORTHEAST, 185 FEET
 AX0648'WEST OF THE JUNCTION OF A FARM LANE LEADING NORTHEAST TO HOUSES, 0.6
 AX0648'MILE NORTHWEST OF THE INTERSECTION OF THE HIGHWAY AND HILL ROAD
 AX0648'LEADING SOUTHWEST AND CORDELE ROAD LEADING NORTHEAST, 59 FEET
 AX0648'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26 1/2 FEET NORTHWEST OF
 AX0648'THE CENTER LINE OF A LANE, 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE
 AX0648'LINE, 16.6 FEET SOUTHWEST OF THE NORTHWEST END OF A 24-INCH PIPE
 AX0648'CULVERT UNDER THE FIELD ROAD, 1 FOOT SOUTHEAST OF A METAL WITNESS
 AX0648'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 AX0648'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AX0648'THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND PROTECTED BY A
 AX0648'6-INCH STEEL PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 AX0648'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0667 ***********************************************************************
 AX0667  DESIGNATION -  W 1194
 AX0667  PID         -  AX0667
 AX0667  STATE/COUNTY-  TX/JACKSON
 AX0667  USGS QUAD   -  GANADO (1981)
 AX0667
 AX0667                         *CURRENT SURVEY CONTROL
 AX0667  ___________________________________________________________________
 AX0667* NAD 83(1986)-  29 01 13.     (N)    096 33 49.     (W)     SCALED    
 AX0667* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 AX0667  ___________________________________________________________________
 AX0667  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0667
 AX0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0667
 AX0667.The horizontal coordinates were scaled from a topographic map and have
 AX0667.an estimated accuracy of +/- 6 seconds.
 AX0667
 AX0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0667.The vertical order pertains to the NGVD 29 superseded value.
 AX0667
 AX0667.The geoid height was determined by GEOID03.
 AX0667
 AX0667;                    North         East    Units  Estimated Accuracy
 AX0667;SPC TXSC     - 4,134,020.      837,310.      MT  (+/- 180 meters Scaled)
 AX0667
 AX0667                          SUPERSEDED SURVEY CONTROL
 AX0667
 AX0667  NGVD 29 (??/??/92)   14.402  (m)           47.25   (f) ADJ UNCH    2 0
 AX0667
 AX0667.Superseded values are not recommended for survey control.
 AX0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0667.See file dsdata.txt to determine how the superseded data were derived.
 AX0667
 AX0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT372126(NAD 83)
 AX0667_MARKER: DB = BENCH MARK DISK
 AX0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0667_SP_SET: BRIDGE
 AX0667_STAMPING: W 1194 1972
 AX0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0667
 AX0667  HISTORY     - Date     Condition        Report By
 AX0667  HISTORY     - 1972     MONUMENTED       NGS
 AX0667  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0667  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0667
 AX0667                          STATION DESCRIPTION
 AX0667
 AX0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0667'3.3 MI SW FROM GANADO.
 AX0667'ABOUT 3.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND U.S.
 AX0667'HIGHWAY 59 FROM THE INTERSECTION OF STATE HIGHWAY 172 AT GANADO, AT
 AX0667'THE NORTHEAST END OF A CONCRETE HIGHWAY BRIDGE, 16 FEET NORTHWEST OF
 AX0667'THE CENTER LINE OF THE SOUTHEAST LANE OF THE 4-LANED HIGHWAY, SET IN
 AX0667'THE TOP OF THE NORTH END OF THE NORTH CONCRETE WING WALL OF THE
 AX0667'BRIDGE, 14.2 FEET NORTHEAST OF THE NORTHEAST END OF THE STEEL GUARD
 AX0667'RAIL OF BRIDGE AND 10 INCHES ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--
 AX0667'MARK IS ALSO 5.85 MILES NORTHEAST OF THE COURTHOUSE AT EDNA.
 AX0667
 AX0667                          STATION RECOVERY (1987)
 AX0667
 AX0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0667'NOT RECOVERED.  THE DESCRIBED HEADWALL NO LONGER EXISTS.
 AX0667
 AX0667                          STATION RECOVERY (1998)
 AX0667
 AX0667'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0656 ***********************************************************************
 AN0656  DESIGNATION -  W 1195
 AN0656  PID         -  AN0656
 AN0656  STATE/COUNTY-  TX/JACKSON
 AN0656  USGS QUAD   -  EDNA (1995)
 AN0656
 AN0656                         *CURRENT SURVEY CONTROL
 AN0656  ___________________________________________________________________
 AN0656* NAD 83(1986)-  28 55 24.     (N)    096 40 59.     (W)     SCALED    
 AN0656* NAVD 88     -        18.05   (+/-2cm)      59.2    (feet)  VERTCON   
 AN0656  ___________________________________________________________________
 AN0656  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0656
 AN0656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0656
 AN0656.The horizontal coordinates were scaled from a topographic map and have
 AN0656.an estimated accuracy of +/- 6 seconds.
 AN0656
 AN0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0656.The vertical order pertains to the NGVD 29 superseded value.
 AN0656
 AN0656.The geoid height was determined by GEOID03.
 AN0656
 AN0656;                    North         East    Units  Estimated Accuracy
 AN0656;SPC TXSC     - 4,123,040.      825,890.      MT  (+/- 180 meters Scaled)
 AN0656
 AN0656                          SUPERSEDED SURVEY CONTROL
 AN0656
 AN0656  NGVD 29 (??/??/92)   18.092  (m)           59.36   (f) ADJ UNCH    2 0
 AN0656
 AN0656.Superseded values are not recommended for survey control.
 AN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0656.See file dsdata.txt to determine how the superseded data were derived.
 AN0656
 AN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT258017(NAD 83)
 AN0656_MARKER: DB = BENCH MARK DISK
 AN0656_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0656+WITH SETTING: INTO GROUND
 AN0656_STAMPING: W 1195 1972
 AN0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0656+STABILITY: SURFACE MOTION
 AN0656
 AN0656  HISTORY     - Date     Condition        Report By
 AN0656  HISTORY     - 1972     MONUMENTED       NGS
 AN0656
 AN0656                          STATION DESCRIPTION
 AN0656
 AN0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0656'2.2 MI SE FROM EL TORO.
 AN0656'ABOUT 2.2 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO. 234 FROM THE
 AN0656'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT EL TORO, NORTHEAST OF AND
 AN0656'ACROSS THE FARM ROAD FROM A SET OF OLD BUILDINGS, CORRALS AND A
 AN0656'WINDMILL WITH A SMALL CONCRETE TANK, 59 FEET NORTHEAST OF THE CENTER
 AN0656'LINE OF THE FARM ROAD, 17 FEET NORTHWEST OF THE CENTER OF A METAL GATE
 AN0656'AND A TRACK ROAD LEADING NORTHEAST TO A GROVE OF TREES, 1 FOOT
 AN0656'SOUTHWEST OF A FENCE LINE, 0.7 FOOT SOUTHEAST OF A METAL WITNESS POST,
 AN0656'1 FOOT BELOW THE LEVEL OF THE FARM ROAD, ON THE TOP OF A 4 FOOT COPPER
 AN0656'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 AN0656'LEVEL WITH THE SURFACE OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 AN0656'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0689 ***********************************************************************
 AN0689  DESIGNATION -  W 1196
 AN0689  PID         -  AN0689
 AN0689  STATE/COUNTY-  TX/VICTORIA
 AN0689  USGS QUAD   -  PLACEDO (1995)
 AN0689
 AN0689                         *CURRENT SURVEY CONTROL
 AN0689  ___________________________________________________________________
 AN0689* NAD 83(1986)-  28 41 44.     (N)    096 50 07.     (W)     SCALED    
 AN0689* NAVD 88     -        15.696  (meters)      51.50   (feet)  ADJUSTED  
 AN0689  ___________________________________________________________________
 AN0689  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0689  DYNAMIC HT  -          15.673 (meters)      51.42  (feet)  COMP
 AN0689  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 AN0689
 AN0689  VERT ORDER  -  FIRST     CLASS I
 AN0689
 AN0689.The horizontal coordinates were scaled from a topographic map and have
 AN0689.an estimated accuracy of +/- 6 seconds.
 AN0689
 AN0689.The orthometric height was determined by differential leveling
 AN0689.and adjusted by the National Geodetic Survey in June 1991..
 AN0689
 AN0689.The geoid height was determined by GEOID03.
 AN0689
 AN0689.The dynamic height is computed by dividing the NAVD 88
 AN0689.geopotential number by the normal gravity value computed on the
 AN0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0689.degrees latitude (g = 980.6199 gals.).
 AN0689
 AN0689.The modeled gravity was interpolated from observed gravity values.
 AN0689
 AN0689;                    North         East    Units  Estimated Accuracy
 AN0689;SPC TXSC     - 4,097,520.      811,520.      MT  (+/- 180 meters Scaled)
 AN0689
 AN0689                          SUPERSEDED SURVEY CONTROL
 AN0689
 AN0689  NGVD 29 (??/??/92)   15.819  (m)           51.90   (f) ADJ UNCH    1 1
 AN0689
 AN0689.Superseded values are not recommended for survey control.
 AN0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0689.See file dsdata.txt to determine how the superseded data were derived.
 AN0689
 AN0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS114761(NAD 83)
 AN0689_MARKER: DB = BENCH MARK DISK
 AN0689_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0689+WITH SETTING: INTO GROUND
 AN0689_STAMPING: W 1196 1972
 AN0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0689+STABILITY: SURFACE MOTION
 AN0689
 AN0689  HISTORY     - Date     Condition        Report By
 AN0689  HISTORY     - 1972     MONUMENTED       NGS
 AN0689  HISTORY     - 1978     GOOD             NGS
 AN0689
 AN0689                          STATION DESCRIPTION
 AN0689
 AN0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0689'0.55 MI NW FROM PLACEDO.
 AN0689'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE CROSSING OF
 AN0689'THE MISSOURI PACIFIC RAILROAD AT PLACEDO, THENCE 0.1 MILE NORTHEAST
 AN0689'ALONG A DIRT ROAD, THENCE 0.05 MILE NORTHWEST ALONG THE SOUTHERN
 AN0689'PACIFIC RAILROAD, 347 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT
 AN0689'ROAD, 46 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 6 FEET
 AN0689'SOUTHEAST OF A POWER POLE, 435.0 FEET NORTHWEST OF BENCH MARK U 1196,
 AN0689'1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 AN0689'LEVEL OF THE TRACK, AND ON THE TOP OF A 7-FOOT SECTION OF COPPER
 AN0689'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK PROJECTS
 AN0689'2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH
 AN0689'METAL PIPE WHICH PROJECTS 4 INCHES.
 AN0689
 AN0689                          STATION RECOVERY (1978)
 AN0689
 AN0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0654 ***********************************************************************
 AN0654  DESIGNATION -  W 1197
 AN0654  PID         -  AN0654
 AN0654  STATE/COUNTY-  TX/JACKSON
 AN0654  USGS QUAD   -  EDNA (1995)
 AN0654
 AN0654                         *CURRENT SURVEY CONTROL
 AN0654  ___________________________________________________________________
 AN0654* NAD 83(1986)-  28 55 18.     (N)    096 40 59.     (W)     SCALED    
 AN0654* NAVD 88     -        17.40   (+/-2cm)      57.1    (feet)  VERTCON   
 AN0654  ___________________________________________________________________
 AN0654  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0654
 AN0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0654
 AN0654.The horizontal coordinates were scaled from a topographic map and have
 AN0654.an estimated accuracy of +/- 6 seconds.
 AN0654
 AN0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0654.The vertical order pertains to the NGVD 29 superseded value.
 AN0654
 AN0654.The geoid height was determined by GEOID03.
 AN0654
 AN0654;                    North         East    Units  Estimated Accuracy
 AN0654;SPC TXSC     - 4,122,860.      825,890.      MT  (+/- 180 meters Scaled)
 AN0654
 AN0654                          SUPERSEDED SURVEY CONTROL
 AN0654
 AN0654  NGVD 29 (??/??/92)   17.446  (m)           57.24   (f) ADJ UNCH    2 0
 AN0654
 AN0654.Superseded values are not recommended for survey control.
 AN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0654.See file dsdata.txt to determine how the superseded data were derived.
 AN0654
 AN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT258015(NAD 83)
 AN0654_MARKER: DB = BENCH MARK DISK
 AN0654_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0654+WITH SETTING: INTO GROUND
 AN0654_STAMPING: W 1197 1972
 AN0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0654+STABILITY: SURFACE MOTION
 AN0654
 AN0654  HISTORY     - Date     Condition        Report By
 AN0654  HISTORY     - 1972     MONUMENTED       NGS
 AN0654
 AN0654                          STATION DESCRIPTION
 AN0654
 AN0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0654'2.3 MI SE FROM EL TORO.
 AN0654'ABOUT 2.3 MILES SOUTHEAST ALONG FARM-TO-MARKET ROAD 234 FROM THE
 AN0654'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT EL TORO, ON THE J.P.
 AN0654'HERIN PROPERTY, 304 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 245
 AN0654'FEET SOUTHWEST OF A FENCE, 402 FEET SOUTHEAST OF AN ELECTRIC PUMP
 AN0654'BELOW A WINDMILL, 52 1/2 FEET SOUTHWEST OF A 14-INCH OAK TREE, 6 1/2
 AN0654'FEET SOUTHWEST OF A CORNER FENCE POST, 2 1/2 FEET SOUTHEAST OF A
 AN0654'FENCE, 211.0 FEET SOUTHEAST OF BENCH MARK V 1197, 7.0 FEET SOUTHWEST
 AN0654'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF
 AN0654'A 6-FOOT SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE
 AN0654'PLATE.  THE DISK IS 1 INCH BELOW THE SURFACE OF THE GROUND AND IS
 AN0654'PROTECTED BY A 6-INCH METAL PIPE WHICH IS 1 INCH BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0580 ***********************************************************************
 AX0580  DESIGNATION -  W 1198
 AX0580  PID         -  AX0580
 AX0580  STATE/COUNTY-  TX/LAVACA
 AX0580  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0580
 AX0580                         *CURRENT SURVEY CONTROL
 AX0580  ___________________________________________________________________
 AX0580* NAD 83(1986)-  29 27 21.     (N)    096 56 24.     (W)     SCALED    
 AX0580* NAVD 88     -        80.319  (meters)     263.51   (feet)  ADJUSTED  
 AX0580  ___________________________________________________________________
 AX0580  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0580  DYNAMIC HT  -          80.206 (meters)     263.14  (feet)  COMP
 AX0580  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 AX0580
 AX0580  VERT ORDER  -  FIRST     CLASS I
 AX0580
 AX0580.The horizontal coordinates were scaled from a topographic map and have
 AX0580.an estimated accuracy of +/- 6 seconds.
 AX0580
 AX0580.The orthometric height was determined by differential leveling
 AX0580.and adjusted by the National Geodetic Survey in June 1991..
 AX0580
 AX0580.The geoid height was determined by GEOID03.
 AX0580
 AX0580.The dynamic height is computed by dividing the NAVD 88
 AX0580.geopotential number by the normal gravity value computed on the
 AX0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0580.degrees latitude (g = 980.6199 gals.).
 AX0580
 AX0580.The modeled gravity was interpolated from observed gravity values.
 AX0580
 AX0580;                    North         East    Units  Estimated Accuracy
 AX0580;SPC TXSC     - 4,181,580.      799,800.      MT  (+/- 180 meters Scaled)
 AX0580
 AX0580                          SUPERSEDED SURVEY CONTROL
 AX0580
 AX0580  NGVD 29 (??/??/92)   80.311  (m)          263.49   (f) ADJ UNCH    1 1
 AX0580
 AX0580.Superseded values are not recommended for survey control.
 AX0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0580.See file dsdata.txt to determine how the superseded data were derived.
 AX0580
 AX0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT997602(NAD 83)
 AX0580_MARKER: DB = BENCH MARK DISK
 AX0580_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0580_SP_SET: 11 FT.
 AX0580_STAMPING: W 1198 1972
 AX0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0580+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AX0580
 AX0580  HISTORY     - Date     Condition        Report By
 AX0580  HISTORY     - 1972     MONUMENTED       NGS
 AX0580  HISTORY     - 19970606 GOOD             USPSQD
 AX0580  HISTORY     - 20050120 GOOD             USPSQD
 AX0580
 AX0580                          STATION DESCRIPTION
 AX0580
 AX0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0580'0.85 MI N FROM HALLETTSVILLE.
 AX0580'ABOUT 0.85 MILE NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF US
 AX0580'HIGHWAY 90 A AT HALLETTSVILLE, NEAR THE SOUTHEAST CORNER OF THE
 AX0580'HALLETTSVILLE GOLF COURSE, 88.0 FEET WEST OF THE CENTER LINE OF THE
 AX0580'HIGHWAY, 39 1/2 FEET NORTH OF THE CENTER LINE OF A GRADED ROAD AND
 AX0580'ENTRANCE TO PHILIPP ROTHSCHMITT MEMORIAL PARK, 38 FEET WEST OF A POWER
 AX0580'LINE POLE, 1.2 FEET EAST OF THE NORTHEAST CORNER OF A LARGE GRANITE
 AX0580'MONUMENT, 0.4 FOOT EAST OF THE EAST EDGE OF THE CONCRETE FOUNDATION
 AX0580'FOR THE MONUMENT, 279 1/2 FEET SOUTH-SOUTHWEST OF AND ACROSS THE
 AX0580'HIGHWAY FROM BENCH MARK M 845 RESET 1956 DESCRIBED, 1 1/2 FEET BELOW
 AX0580'THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 AX0580'STEEL ROD THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND
 AX0580'ENCASED IN A METAL PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 AX0580'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 11 FEET.
 AX0580
 AX0580                          STATION RECOVERY (1997)
 AX0580
 AX0580'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0580'RECOVERED IN GOOD CONDITION.
 AX0580
 AX0580                          STATION RECOVERY (2005)
 AX0580
 AX0580'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0246 ***********************************************************************
 BL0246  DESIGNATION -  W 1199
 BL0246  PID         -  BL0246
 BL0246  STATE/COUNTY-  TX/JEFFERSON
 BL0246  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0246
 BL0246                         *CURRENT SURVEY CONTROL
 BL0246  ___________________________________________________________________
 BL0246* NAD 83(1986)-  30 04 54.     (N)    094 05 31.     (W)     SCALED    
 BL0246* NAVD 88     -         5.684  (meters)      18.65   (feet)  ADJUSTED  
 BL0246  ___________________________________________________________________
 BL0246  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0246  DYNAMIC HT  -           5.676 (meters)      18.62  (feet)  COMP
 BL0246  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 BL0246  OBS GRAVITY -     979,309.5   (mgal)                       GRAV_OBS
 BL0246
 BL0246  VERT ORDER  -  FIRST     CLASS I
 BL0246
 BL0246.The horizontal coordinates were scaled from a topographic map and have
 BL0246.an estimated accuracy of +/- 6 seconds.
 BL0246
 BL0246.The orthometric height was determined by differential leveling
 BL0246.and adjusted by the National Geodetic Survey in June 1991..
 BL0246
 BL0246.The geoid height was determined by GEOID03.
 BL0246
 BL0246.The dynamic height is computed by dividing the NAVD 88
 BL0246.geopotential number by the normal gravity value computed on the
 BL0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0246.degrees latitude (g = 980.6199 gals.).
 BL0246
 BL0246.The modeled gravity was interpolated from observed gravity values.
 BL0246.The observed gravity was obtained from relative gravimeter ties
 BL0246.to the IGSN71 gravity network.
 BL0246
 BL0246;                    North         East    Units  Estimated Accuracy
 BL0246;SPC TXSC     - 4,259,110.    1,073,010.      MT  (+/- 180 meters Scaled)
 BL0246
 BL0246                          SUPERSEDED SURVEY CONTROL
 BL0246
 BL0246  NGVD 29 (??/??/??)    5.663  (m)           18.58   (f) ADJUSTED    1 1
 BL0246
 BL0246.Superseded values are not recommended for survey control.
 BL0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0246.See file dsdata.txt to determine how the superseded data were derived.
 BL0246
 BL0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP947283(NAD 83)
 BL0246_MARKER: DV = VERTICAL CONTROL DISK
 BL0246_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL0246_SP_SET: PIER
 BL0246_STAMPING: W 1199 1972
 BL0246_MARK LOGO: NGS   
 BL0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0246+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 BL0246
 BL0246  HISTORY     - Date     Condition        Report By
 BL0246  HISTORY     - 1972     MONUMENTED       NGS
 BL0246  HISTORY     - 1986     GOOD             NGS
 BL0246  HISTORY     - 1989     GOOD             USPSQD
 BL0246  HISTORY     - 19890221 GOOD             USPSQD
 BL0246  HISTORY     - 1990     GOOD             USPSQD
 BL0246  HISTORY     - 19940817 GOOD             USPSQD
 BL0246  HISTORY     - 19961019 GOOD             NGS
 BL0246  HISTORY     - 20010331 GOOD             NGS
 BL0246  HISTORY     - 20010331 GOOD             NGS
 BL0246  HISTORY     - 20030710 GOOD             USPSQD
 BL0246  HISTORY     - 20050202 GOOD             USPSQD
 BL0246
 BL0246                          STATION DESCRIPTION
 BL0246
 BL0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0246'IN BEAUMONT.
 BL0246'AT BEAUMONT, AT THE KANSAS CITY SOUTHERN RAILROAD BRIDGE OVER THE
 BL0246'NECHES RIVER, AT THE SOUTHWEST END OF THE BRIDGE, 6.9 FEET SOUTHEAST
 BL0246'OF THE SOUTHEAST RAIL, A COPPER COATED STEEL ROD INSIDE OF A 3/4 INCH
 BL0246'IRON PIPE CEMENTED ON THE SOUTHWEST PIER, 11 FEET NORTHWEST OF THE
 BL0246'SOUTHEAST END OF THE PIER, 0.6 FOOT NORTHWEST OF A BASE PLATE OF
 BL0246'BRIDGE GIRDER AND 4 FEET BELOW THE LEVEL OF THE TRACK.
 BL0246
 BL0246                          STATION RECOVERY (1986)
 BL0246
 BL0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0246'RECOVERED IN GOOD CONDITION.
 BL0246
 BL0246                          STATION RECOVERY (1989)
 BL0246
 BL0246'RECOVERY NOTE BY US POWER SQUADRON 1989 (MJG)
 BL0246'RECOVERED IN GOOD CONDITION.
 BL0246
 BL0246                          STATION RECOVERY (1989)
 BL0246
 BL0246'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0246'RECOVERED IN GOOD CONDITION.
 BL0246
 BL0246                          STATION RECOVERY (1990)
 BL0246
 BL0246'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0246'RECOVERED IN GOOD CONDITION.
 BL0246
 BL0246                          STATION RECOVERY (1994)
 BL0246
 BL0246'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0246'RECOVERED IN GOOD CONDITION.
 BL0246
 BL0246                          STATION RECOVERY (1996)
 BL0246
 BL0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BL0246'IN BEAUMONT, AT THE INTERSECTION OF MAIN STREET AND THE KANSAS CITY
 BL0246'SOUTHERN RAILROAD, IN TOP OF AND 3.3 M (10.8 FT) NORTHWEST OF THE
 BL0246'SOUTHEAST END THE 1ST CONCRETE PIER NORTHEAST OF THE SOUTHWEST
 BL0246'ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE NECHES RIVER, 218.0 M
 BL0246'(715.2 FT) NORTHEAST OF THE STREET CENTER, 2.1 M (6.9 FT) SOUTHEAST OF
 BL0246'THE NEAR RAIL, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.2 M
 BL0246'(0.7 FT) NORTHWEST OF A GIRDER BASE PLATE.  NOTE--THE DISK IS CRIMPED
 BL0246'TO A COPPER CLAD ROD ENCASED IN A 3/4-INCH PIPE AND CEMENTED INTO THE
 BL0246'PILE CAP OF THE PIER.
 BL0246
 BL0246                          STATION RECOVERY (2001)
 BL0246
 BL0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0246
 BL0246                          STATION RECOVERY (2001)
 BL0246
 BL0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0246
 BL0246                          STATION RECOVERY (2003)
 BL0246
 BL0246'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0246'RECOVERED IN GOOD CONDITION.
 BL0246
 BL0246                          STATION RECOVERY (2005)
 BL0246
 BL0246'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0946 ***********************************************************************
 AH0946  DESIGNATION -  W 12 = 85
 AH0946  PID         -  AH0946
 AH0946  STATE/COUNTY-  TX/NUECES
 AH0946  USGS QUAD   -  ROBSTOWN (1975)
 AH0946
 AH0946                         *CURRENT SURVEY CONTROL
 AH0946  ___________________________________________________________________
 AH0946* NAD 83(1986)-  27 47 43.     (N)    097 43 02.     (W)     SCALED    
 AH0946* NAVD 88     -        25.814  (meters)      84.69   (feet)  ADJUSTED  
 AH0946  ___________________________________________________________________
 AH0946  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0946  DYNAMIC HT  -          25.775 (meters)      84.56  (feet)  COMP
 AH0946  MODELED GRAV-     979,116.8   (mgal)                       NAVD 88
 AH0946
 AH0946  VERT ORDER  -  FIRST     CLASS II
 AH0946
 AH0946.The horizontal coordinates were scaled from a topographic map and have
 AH0946.an estimated accuracy of +/- 6 seconds.
 AH0946
 AH0946.The orthometric height was determined by differential leveling
 AH0946.and adjusted by the National Geodetic Survey in June 1991..
 AH0946
 AH0946.The geoid height was determined by GEOID03.
 AH0946
 AH0946.The dynamic height is computed by dividing the NAVD 88
 AH0946.geopotential number by the normal gravity value computed on the
 AH0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0946.degrees latitude (g = 980.6199 gals.).
 AH0946
 AH0946.The modeled gravity was interpolated from observed gravity values.
 AH0946
 AH0946;                    North         East    Units  Estimated Accuracy
 AH0946;SPC TX S     - 5,236,080.      377,140.      MT  (+/- 180 meters Scaled)
 AH0946
 AH0946                          SUPERSEDED SURVEY CONTROL
 AH0946
 AH0946  NGVD 29 (??/??/92)   25.946  (m)           85.12   (f) ADJ UNCH    1 2
 AH0946
 AH0946.Superseded values are not recommended for survey control.
 AH0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0946.See file dsdata.txt to determine how the superseded data were derived.
 AH0946
 AH0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR263751(NAD 83)
 AH0946_MARKER: DD = SURVEY DISK
 AH0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0946_STAMPING: W-12-1923 1920 85.13
 AH0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0946+STABILITY: SURFACE MOTION
 AH0946
 AH0946  HISTORY     - Date     Condition        Report By
 AH0946  HISTORY     - 1923     MONUMENTED       USGS
 AH0946  HISTORY     - 1951     GOOD             NGS
 AH0946  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0946
 AH0946                          STATION DESCRIPTION
 AH0946
 AH0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0946'3.3 MI W FROM ROBSTOWN.
 AH0946'3.3 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE ST. LOUIS,
 AH0946'BROWNSVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, 125.4 FEET
 AH0946'SOUTHEAST OF MILEPOST 142, 23 FEET WEST OF THE CENTER LINE OF A ROAD
 AH0946'LEADING SOUTH, 41.6 FEET SOUTH OF THE SOUTH RAIL, 6 FEET NORTH OF A
 AH0946'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 AH0946'THE GROUND.
 AH0946
 AH0946                          STATION RECOVERY (2001)
 AH0946
 AH0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0946'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1263 ***********************************************************************
 AX1263  DESIGNATION -  W 120
 AX1263  PID         -  AX1263
 AX1263  STATE/COUNTY-  TX/FAYETTE
 AX1263  USGS QUAD   -  WEST POINT (1981)
 AX1263
 AX1263                         *CURRENT SURVEY CONTROL
 AX1263  ___________________________________________________________________
 AX1263* NAD 83(1986)-  29 56 36.     (N)    097 02 21.     (W)     SCALED    
 AX1263* NAVD 88     -       101.154  (meters)     331.87   (feet)  ADJUSTED  
 AX1263  ___________________________________________________________________
 AX1263  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AX1263  DYNAMIC HT  -         101.016 (meters)     331.42  (feet)  COMP
 AX1263  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 AX1263
 AX1263  VERT ORDER  -  FIRST     CLASS I
 AX1263
 AX1263.The horizontal coordinates were scaled from a topographic map and have
 AX1263.an estimated accuracy of +/- 6 seconds.
 AX1263
 AX1263.The orthometric height was determined by differential leveling
 AX1263.and adjusted by the National Geodetic Survey in June 1991..
 AX1263
 AX1263.The geoid height was determined by GEOID03.
 AX1263
 AX1263.The dynamic height is computed by dividing the NAVD 88
 AX1263.geopotential number by the normal gravity value computed on the
 AX1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1263.degrees latitude (g = 980.6199 gals.).
 AX1263
 AX1263.The modeled gravity was interpolated from observed gravity values.
 AX1263
 AX1263;                    North         East    Units  Estimated Accuracy
 AX1263;SPC TXSC     - 4,235,440.      789,280.      MT  (+/- 180 meters Scaled)
 AX1263
 AX1263                          SUPERSEDED SURVEY CONTROL
 AX1263
 AX1263  NGVD 29 (??/??/92)  101.105  (m)          331.71   (f) ADJ UNCH    1 1
 AX1263
 AX1263.Superseded values are not recommended for survey control.
 AX1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1263.See file dsdata.txt to determine how the superseded data were derived.
 AX1263
 AX1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU892141(NAD 83)
 AX1263_MARKER: DB = BENCH MARK DISK
 AX1263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1263_SP_SET: ABUTMENT
 AX1263_STAMPING: W 120 1933
 AX1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1263
 AX1263  HISTORY     - Date     Condition        Report By
 AX1263  HISTORY     - 1933     MONUMENTED       CGS
 AX1263  HISTORY     - 1943     GOOD             NGS
 AX1263  HISTORY     - 1978     GOOD             NGS
 AX1263  HISTORY     - 19910608 GOOD             USPSQD
 AX1263  HISTORY     - 19970607 GOOD             USPSQD
 AX1263
 AX1263                          STATION DESCRIPTION
 AX1263
 AX1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1263'0.7 MI S FROM WEST POINT.
 AX1263'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT WEST
 AX1263'POINT-- PROCEED 0.7 MILE SOUTHERLY ALONG THE RAILROAD TO SITE OF BENCH
 AX1263'MARK.  BENCH MARK IS ABOUT 0.5 MILE SOUTH OF MILEPOST 49, AND 6.0 FEET
 AX1263'WEST OF AND ABOUT 1.0 FOOT BELOW THE WEST RAIL OF TRACK.  IT IS SET
 AX1263'HORIZONTALLY IN THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A
 AX1263'RAILROAD OVERPASS NO. 48.52 OVER STATE HIGHWAY NO. 71.  A DISK SET IN
 AX1263'A DRILL HOLE.
 AX1263
 AX1263                          STATION RECOVERY (1978)
 AX1263
 AX1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1263'RECOVERED IN GOOD CONDITION.
 AX1263
 AX1263                          STATION RECOVERY (1991)
 AX1263
 AX1263'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AX1263'RECOVERED IN GOOD CONDITION.
 AX1263
 AX1263                          STATION RECOVERY (1997)
 AX1263
 AX1263'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0419 ***********************************************************************
 BL0419  DESIGNATION -  W 1200
 BL0419  PID         -  BL0419
 BL0419  STATE/COUNTY-  TX/LIBERTY
 BL0419  USGS QUAD   -  DEVERS (1984)
 BL0419
 BL0419                         *CURRENT SURVEY CONTROL
 BL0419  ___________________________________________________________________
 BL0419* NAD 83(1986)-  30 02 01.     (N)    094 37 01.     (W)     SCALED    
 BL0419* NAVD 88     -        18.005  (meters)      59.07   (feet)  ADJUSTED  
 BL0419  ___________________________________________________________________
 BL0419  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0419  DYNAMIC HT  -          17.981 (meters)      58.99  (feet)  COMP
 BL0419  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 BL0419
 BL0419  VERT ORDER  -  FIRST     CLASS I
 BL0419
 BL0419.The horizontal coordinates were scaled from a topographic map and have
 BL0419.an estimated accuracy of +/- 6 seconds.
 BL0419
 BL0419.The orthometric height was determined by differential leveling
 BL0419.and adjusted by the National Geodetic Survey in June 1991..
 BL0419
 BL0419.The geoid height was determined by GEOID03.
 BL0419
 BL0419.The dynamic height is computed by dividing the NAVD 88
 BL0419.geopotential number by the normal gravity value computed on the
 BL0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0419.degrees latitude (g = 980.6199 gals.).
 BL0419
 BL0419.The modeled gravity was interpolated from observed gravity values.
 BL0419
 BL0419;                    North         East    Units  Estimated Accuracy
 BL0419;SPC TX C     - 3,054,840.    1,251,140.      MT  (+/- 180 meters Scaled)
 BL0419
 BL0419                          SUPERSEDED SURVEY CONTROL
 BL0419
 BL0419  NGVD 29 (12/23/87)   18.010  (m)           59.09   (f) ADJUSTED    1 1
 BL0419
 BL0419.Superseded values are not recommended for survey control.
 BL0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0419.See file dsdata.txt to determine how the superseded data were derived.
 BL0419
 BL0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP440236(NAD 83)
 BL0419_MARKER: DB = BENCH MARK DISK
 BL0419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0419_SP_SET: COPPER-CLAD STEEL ROD
 BL0419_STAMPING: W 1200 1972
 BL0419_MARK LOGO: NGS   
 BL0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0419
 BL0419  HISTORY     - Date     Condition        Report By
 BL0419  HISTORY     - 1972     MONUMENTED       NGS
 BL0419  HISTORY     - 1987     GOOD             NGS
 BL0419  HISTORY     - 19880312 GOOD             USPSQD
 BL0419  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0419  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0419
 BL0419                          STATION DESCRIPTION
 BL0419
 BL0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0419'1.45 MI W FROM DEVERS.
 BL0419'ABOUT 1.45 MILES WEST ALONG US HIGHWAY 90 FROM THE SCHOOL THENCE ABOUT
 BL0419'0.9 MILE WEST OF THE JUNCTION OF THE WEST LEG OF STATE HIGHWAY 61
 BL0419'LEADING SOUTH, 59 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AT THE
 BL0419'JUNCTION OF A DRIVE, SOUTH TO A LARGE 1-STORY BRICK FARM HOUSE, 54.7
 BL0419'FEET EAST OF THE EAST ONE OF TWO METAL (4 IN.-ROUND) FENCE POST IN THE
 BL0419'EAST-WEST FENCE LINE ALONG THE SOUTH LAWN TO A BRICK HOUSE, 2.8 FEET
 BL0419'WEST OF A POWER POLE, 3.2 FEET SOUTH OF A FENCE LINE, 1.2 FEET EAST OF
 BL0419'A METAL WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY. AND IS A DISK
 BL0419'ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 BL0419'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.3 FOOT. THE ROD WAS
 BL0419'DRIVEN TO A DEPTH OF 32 FEET.
 BL0419
 BL0419                          STATION RECOVERY (1987)
 BL0419
 BL0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0419'RECOVERED IN GOOD CONDITION.
 BL0419
 BL0419                          STATION RECOVERY (1988)
 BL0419
 BL0419'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0419'RECOVERED IN GOOD CONDITION.
 BL0419
 BL0419                          STATION RECOVERY (1995)
 BL0419
 BL0419'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0419'MARK NOT FOUND.
 BL0419
 BL0419                          STATION RECOVERY (2004)
 BL0419
 BL0419'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1576 ***********************************************************************
 AW1576  DESIGNATION -  W 1201
 AW1576  PID         -  AW1576
 AW1576  STATE/COUNTY-  TX/HARRIS
 AW1576  USGS QUAD   -  LEAGUE CITY (1995)
 AW1576
 AW1576                         *CURRENT SURVEY CONTROL
 AW1576  ___________________________________________________________________
 AW1576* NAD 83(1986)-  29 33 54.     (N)    095 01 17.     (W)     SCALED    
 AW1576* NAVD 88     -         2.672  (meters)       8.77   (feet)  ADJUSTED  
 AW1576  ___________________________________________________________________
 AW1576  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1576  DYNAMIC HT  -           2.668 (meters)       8.75  (feet)  COMP
 AW1576  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW1576
 AW1576  VERT ORDER  -  FIRST     CLASS I
 AW1576
 AW1576.The horizontal coordinates were scaled from a topographic map and have
 AW1576.an estimated accuracy of +/- 6 seconds.
 AW1576
 AW1576.The orthometric height was determined by differential leveling
 AW1576.and adjusted by the National Geodetic Survey in June 1991..
 AW1576
 AW1576.The geoid height was determined by GEOID03.
 AW1576
 AW1576.The dynamic height is computed by dividing the NAVD 88
 AW1576.geopotential number by the normal gravity value computed on the
 AW1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1576.degrees latitude (g = 980.6199 gals.).
 AW1576
 AW1576.The modeled gravity was interpolated from observed gravity values.
 AW1576
 AW1576;                    North         East    Units  Estimated Accuracy
 AW1576;SPC TXSC     - 4,198,470.      985,420.      MT  (+/- 180 meters Scaled)
 AW1576
 AW1576                          SUPERSEDED SURVEY CONTROL
 AW1576
 AW1576  NGVD 29 (12/23/87)    2.669  (m)            8.76   (f) ADJUSTED    1 1
 AW1576
 AW1576.Superseded values are not recommended for survey control.
 AW1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1576.See file dsdata.txt to determine how the superseded data were derived.
 AW1576
 AW1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN041722(NAD 83)
 AW1576_MARKER: DB = BENCH MARK DISK
 AW1576_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1576_SP_SET: COPPER-CLAD STEEL ROD
 AW1576_STAMPING: W 1201 1973
 AW1576_MARK LOGO: NGS   
 AW1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1576
 AW1576  HISTORY     - Date     Condition        Report By
 AW1576  HISTORY     - 1973     MONUMENTED       NGS
 AW1576  HISTORY     - 1976     GOOD             NGS
 AW1576  HISTORY     - 1976     GOOD             NGS
 AW1576  HISTORY     - 1978     GOOD             NGS
 AW1576  HISTORY     - 1981     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             USPSQD
 AW1576  HISTORY     - 1987     GOOD             NGS
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 1988     GOOD             USPSQD
 AW1576  HISTORY     - 19880120 GOOD             USPSQD
 AW1576  HISTORY     - 1989     GOOD             USPSQD
 AW1576  HISTORY     - 1989     GOOD             USPSQD
 AW1576  HISTORY     - 1989     GOOD             USPSQD
 AW1576  HISTORY     - 1989     GOOD             USPSQD
 AW1576  HISTORY     - 1989     GOOD             USPSQD
 AW1576  HISTORY     - 1989     GOOD             USPSQD
 AW1576  HISTORY     - 1989     GOOD             USPSQD
 AW1576  HISTORY     - 1989     GOOD             USPSQD
 AW1576  HISTORY     - 1990     GOOD             USPSQD
 AW1576  HISTORY     - 1990     GOOD             USPSQD
 AW1576  HISTORY     - 19910216 GOOD             USPSQD
 AW1576  HISTORY     - 19931122 GOOD             USPSQD
 AW1576  HISTORY     - 20010127 GOOD             USPSQD
 AW1576  HISTORY     - 20010331 POOR             NGS
 AW1576  HISTORY     - 20020308 GOOD             USPSQD
 AW1576  HISTORY     - 20020309 GOOD             USPSQD
 AW1576  HISTORY     - 20031107 MARK NOT FOUND   USPSQD
 AW1576  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW1576
 AW1576                          STATION DESCRIPTION
 AW1576
 AW1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1576'0.45 MI E FROM SEABROOK.
 AW1576'ABOUT 0.2 MILE SOUTHEAST ALONG SECOND ST. FROM THE INTERSECTION WITH
 AW1576'STATE HWY. 146 AND NASA RD. 1 AT SEABROOK, THENCE 0.25 MILE NORTHEAST
 AW1576'ALONG MEYER RD., INSIDE OF THE NORTH CORNER OF A FENCE AT SEABROOK
 AW1576'WATER PLANT 1, 170 FEET NORTHWEST OF THE CENTER LINE OF MEYER RD.,
 AW1576'ABOUT 84 FEET NORTHWEST OF THE NORTH CORNER OF A SMALL CONCRETE
 AW1576'BUILDING, POLICE STATION, ABOUT 31 1/2 FEET NORTH CORNER OF A CONCRETE
 AW1576'FOUNDATION SUPPORTING AN ELECTRIC PUMP, ABOUT 1.9 FEET SOUTH OF A PIPE
 AW1576'CORNER POST AT THE NORTH CORNER OF A CHAIN LINK FENCE, AND IS A DISK
 AW1576'SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD PROJECTING 1 INCH
 AW1576'ABOVE THE LEVEL OF THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE
 AW1576'WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 AW1576
 AW1576                          STATION RECOVERY (1976)
 AW1576
 AW1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1976)
 AW1576
 AW1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1978)
 AW1576
 AW1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1576'ADD=GET KEY AT POLICE STATION.
 AW1576
 AW1576                          STATION RECOVERY (1981)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1981 (AOM)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (LB)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (MB)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1987)
 AW1576
 AW1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1988)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1989)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1989)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1989)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1989)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1989)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1989)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1989)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1989)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1990)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1990)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1991)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1991 (MR)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (1993)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (2001)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRH)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (2001)
 AW1576
 AW1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1576'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1576
 AW1576                          STATION RECOVERY (2002)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (2002)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1576'RECOVERED IN GOOD CONDITION.
 AW1576
 AW1576                          STATION RECOVERY (2003)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1576'MARK NOT FOUND.
 AW1576
 AW1576                          STATION RECOVERY (2005)
 AW1576
 AW1576'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0835 ***********************************************************************
 BL0835  DESIGNATION -  W 1203
 BL0835  PID         -  BL0835
 BL0835  STATE/COUNTY-  TX/WALKER
 BL0835  USGS QUAD   -  NEW WAVERLY (1976)
 BL0835
 BL0835                         *CURRENT SURVEY CONTROL
 BL0835  ___________________________________________________________________
 BL0835* NAD 83(1986)-  30 33 35.     (N)    095 28 32.     (W)     SCALED    
 BL0835* NAVD 88     -       114.246  (meters)     374.82   (feet)  ADJUSTED  
 BL0835  ___________________________________________________________________
 BL0835  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0835  DYNAMIC HT  -         114.095 (meters)     374.33  (feet)  COMP
 BL0835  MODELED GRAV-     979,321.6   (mgal)                       NAVD 88
 BL0835
 BL0835  VERT ORDER  -  FIRST     CLASS I
 BL0835
 BL0835.The horizontal coordinates were scaled from a topographic map and have
 BL0835.an estimated accuracy of +/- 6 seconds.
 BL0835
 BL0835.The orthometric height was determined by differential leveling
 BL0835.and adjusted by the National Geodetic Survey in June 1991..
 BL0835
 BL0835.The geoid height was determined by GEOID03.
 BL0835
 BL0835.The dynamic height is computed by dividing the NAVD 88
 BL0835.geopotential number by the normal gravity value computed on the
 BL0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0835.degrees latitude (g = 980.6199 gals.).
 BL0835
 BL0835.The modeled gravity was interpolated from observed gravity values.
 BL0835
 BL0835;                    North         East    Units  Estimated Accuracy
 BL0835;SPC TX C     - 3,109,170.    1,165,870.      MT  (+/- 180 meters Scaled)
 BL0835
 BL0835                          SUPERSEDED SURVEY CONTROL
 BL0835
 BL0835  NGVD 29 (12/23/87)  114.252  (m)          374.84   (f) ADJUSTED    1 1
 BL0835
 BL0835.Superseded values are not recommended for survey control.
 BL0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0835.See file dsdata.txt to determine how the superseded data were derived.
 BL0835
 BL0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP625834(NAD 83)
 BL0835_MARKER: DB = BENCH MARK DISK
 BL0835_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0835_SP_SET: COPPER-CLAD STEEL ROD
 BL0835_STAMPING: W 1203 1973
 BL0835_MARK LOGO: NGS   
 BL0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0835
 BL0835  HISTORY     - Date     Condition        Report By
 BL0835  HISTORY     - 1973     MONUMENTED       NGS
 BL0835  HISTORY     - 1978     GOOD             NGS
 BL0835  HISTORY     - 1987     GOOD             USPSQD
 BL0835  HISTORY     - 1987     GOOD             NGS
 BL0835
 BL0835                          STATION DESCRIPTION
 BL0835
 BL0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0835'1.55 MI N FROM NEW WAVERLY.
 BL0835'ABOUT 1.55 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0835'CROSSING OF FARM ROAD 150, ABOUT 4 POLES SOUTH OF MILE POST 94, 86
 BL0835'FEET NORTH OF A ROAD CROSSING, 51 1/2 FEET EAST OF THE CENTER LINE OF
 BL0835'US HIGHWAY 75, 36.2 FEET WEST OF THE WEST RAIL, 2.1 FEET SOUTH OF A
 BL0835'TELEPHONE POLE, 1.3 FEET NORTH OF A METAL WITNESS POST, 1 FOOT BELOW
 BL0835'THE LEVEL OF THE RAIL, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER
 BL0835'COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE FLUSH WITH THE
 BL0835'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 BL0835
 BL0835                          STATION RECOVERY (1978)
 BL0835
 BL0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0835'RECOVERED IN GOOD CONDITION.
 BL0835
 BL0835                          STATION RECOVERY (1987)
 BL0835
 BL0835'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL0835'RECOVERED IN GOOD CONDITION.
 BL0835
 BL0835                          STATION RECOVERY (1987)
 BL0835
 BL0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0835'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--2.1
 BL0835'FEET SOUTH OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1549 ***********************************************************************
 AW1549  DESIGNATION -  W 1204
 AW1549  PID         -  AW1549
 AW1549  STATE/COUNTY-  TX/HARRIS
 AW1549  USGS QUAD   -  LA PORTE (1982)
 AW1549
 AW1549                         *CURRENT SURVEY CONTROL
 AW1549  ___________________________________________________________________
 AW1549* NAD 83(1986)-  29 41 06.     (N)    095 01 47.     (W)     SCALED    
 AW1549* NAVD 88     -         5.673  (meters)      18.61   (feet)  ADJUSTED  
 AW1549  ___________________________________________________________________
 AW1549  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1549  DYNAMIC HT  -           5.665 (meters)      18.59  (feet)  COMP
 AW1549  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 AW1549  OBS GRAVITY -     979,281.2   (mgal)                       GRAV_OBS
 AW1549
 AW1549  VERT ORDER  -  FIRST     CLASS II
 AW1549
 AW1549.The horizontal coordinates were scaled from a topographic map and have
 AW1549.an estimated accuracy of +/- 6 seconds.
 AW1549
 AW1549.The orthometric height was determined by differential leveling
 AW1549.and adjusted by the National Geodetic Survey in June 1991..
 AW1549
 AW1549.The geoid height was determined by GEOID03.
 AW1549
 AW1549.The dynamic height is computed by dividing the NAVD 88
 AW1549.geopotential number by the normal gravity value computed on the
 AW1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1549.degrees latitude (g = 980.6199 gals.).
 AW1549
 AW1549.The modeled gravity was interpolated from observed gravity values.
 AW1549.The observed gravity was obtained from relative gravimeter ties
 AW1549.to the IGSN71 gravity network.
 AW1549
 AW1549;                    North         East    Units  Estimated Accuracy
 AW1549;SPC TXSC     - 4,211,740.      984,160.      MT  (+/- 180 meters Scaled)
 AW1549
 AW1549                          SUPERSEDED SURVEY CONTROL
 AW1549
 AW1549  NGVD 29 (12/23/87)    5.670  (m)           18.60   (f) ADJUSTED    1 2
 AW1549
 AW1549.Superseded values are not recommended for survey control.
 AW1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1549.See file dsdata.txt to determine how the superseded data were derived.
 AW1549
 AW1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036856(NAD 83)
 AW1549_MARKER: DB = BENCH MARK DISK
 AW1549_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1549_SP_SET: BRIDGE ABUTMENT
 AW1549_STAMPING: W 1204 1973
 AW1549_MARK LOGO: NGS   
 AW1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1549
 AW1549  HISTORY     - Date     Condition        Report By
 AW1549  HISTORY     - 1973     MONUMENTED       NGS
 AW1549  HISTORY     - 1978     GOOD             NGS
 AW1549  HISTORY     - 1983     GOOD             NGS
 AW1549  HISTORY     - 1987     GOOD             USPSQD
 AW1549  HISTORY     - 1987     GOOD             USPSQD
 AW1549  HISTORY     - 1987     GOOD             USPSQD
 AW1549  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1549  HISTORY     - 1987     GOOD             NGS
 AW1549  HISTORY     - 1988     GOOD             USPSQD
 AW1549  HISTORY     - 1989     GOOD             USPSQD
 AW1549  HISTORY     - 1989     GOOD             USPSQD
 AW1549  HISTORY     - 1989     GOOD             USPSQD
 AW1549  HISTORY     - 1989     GOOD             USPSQD
 AW1549  HISTORY     - 1990     GOOD             USPSQD
 AW1549  HISTORY     - 19931122 GOOD             USPSQD
 AW1549  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AW1549  HISTORY     - 20020311 MARK NOT FOUND   USPSQD
 AW1549  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW1549
 AW1549                          STATION DESCRIPTION
 AW1549
 AW1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1549'1.95 MI NW FROM LA PORTE.
 AW1549'ABOUT 0.6 MILE WEST ALONG W. MAIN ST. FROM THE INTERSECTION WITH
 AW1549'BROADWAY AND SAN JACINTO AVE. AT LA PORTE, THENCE 1.35 MILES NORTH
 AW1549'ALONG STATE HWY. 146, AT THE SOUTHERN-PACIFIC RAILROAD OVERPASS, 7.5
 AW1549'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 74 FEET EAST OF THE CENTER
 AW1549'LINE OF THE EAST LANE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END
 AW1549'OF THE EAST CONCRETE SET OF THE OVERPASS, AND ABOUT 5.5 FEET BELOW THE
 AW1549'LEVEL OF THE RAILS.
 AW1549
 AW1549                          STATION RECOVERY (1978)
 AW1549
 AW1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1983)
 AW1549
 AW1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1987)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1987)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1987)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1987)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1549'MARK NOT FOUND.
 AW1549
 AW1549                          STATION RECOVERY (1987)
 AW1549
 AW1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1988)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1989)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1989)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1989)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1989)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1990)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (1993)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1549'RECOVERED IN GOOD CONDITION.
 AW1549
 AW1549                          STATION RECOVERY (2002)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1549'MARK NOT FOUND.
 AW1549
 AW1549                          STATION RECOVERY (2002)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1549'MARK NOT FOUND.
 AW1549
 AW1549                          STATION RECOVERY (2005)
 AW1549
 AW1549'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2058 ***********************************************************************
 AW2058  HT_MOD      -  This is a Height Modernization Survey Station.
 AW2058  DESIGNATION -  W 1205
 AW2058  PID         -  AW2058
 AW2058  STATE/COUNTY-  TX/HARRIS
 AW2058  USGS QUAD   -  PARK PLACE (1995)
 AW2058
 AW2058                         *CURRENT SURVEY CONTROL
 AW2058  ___________________________________________________________________
 AW2058* NAD 83(1993)-  29 37 31.05630(N)    095 16 01.20262(W)     ADJUSTED  
 AW2058* NAVD 88     -        13.89   (meters)      45.6    (feet)  GPS OBS   
 AW2058  ___________________________________________________________________
 AW2058  X           -    -509,372.436 (meters)                     COMP
 AW2058  Y           -  -5,525,466.417 (meters)                     COMP
 AW2058  Z           -   3,134,328.336 (meters)                     COMP
 AW2058  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW2058  ELLIP HEIGHT-         -13.25  (meters)          (10/25/00) GPS OBS
 AW2058  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW2058  DYNAMIC HT  -          13.87  (meters)      45.5   (feet)  COMP
 AW2058  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 AW2058  OBS GRAVITY -     979,275.5   (mgal)                       GRAV_OBS
 AW2058
 AW2058  HORZ ORDER  -  FIRST
 AW2058  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2058  ELLP ORDER  -  FOURTH    CLASS I
 AW2058
 AW2058.The horizontal coordinates were established by GPS observations
 AW2058.and adjusted by the National Geodetic Survey in October 1996..
 AW2058
 AW2058.The orthometric height was determined by GPS observations and a
 AW2058.high-resolution geoid model using precise GPS observation and
 AW2058.processing techniques. It supersedes the leveled height previously
 AW2058.determined for this station.
 AW2058.The vertical order pertains to the first NAVD 88 superseded value.
 AW2058
 AW2058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2058
 AW2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2058
 AW2058.The ellipsoidal height was determined by GPS observations
 AW2058.and is referenced to NAD 83.
 AW2058
 AW2058.The geoid height was determined by GEOID03.
 AW2058
 AW2058.The dynamic height is computed by dividing the NAVD 88
 AW2058.geopotential number by the normal gravity value computed on the
 AW2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2058.degrees latitude (g = 980.6199 gals.).
 AW2058
 AW2058.The modeled gravity was interpolated from observed gravity values.
 AW2058.The observed gravity was obtained from relative gravimeter ties
 AW2058.to the IGSN71 gravity network.
 AW2058
 AW2058;                    North         East     Units Scale Factor Converg.
 AW2058;SPC TXSC     - 4,204,365.904   961,422.445   MT  0.99987604   +1 49 43.8
 AW2058;SPC TXSC     -13,793,823.80  3,154,266.80   sFT  0.99987604   +1 49 43.8
 AW2058;UTM  15      - 3,279,413.230   280,506.798   MT  1.00019448   -1 07 15.9
 AW2058
 AW2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2058!SPC TXSC     -   1.00000208  x   0.99987604  =   0.99987812
 AW2058!UTM  15      -   1.00000208  x   1.00019448  =   1.00019656
 AW2058
 AW2058                          SUPERSEDED SURVEY CONTROL
 AW2058
 AW2058  ELLIP H (10/17/96)  -13.12   (m)                       GP(       ) 3 1
 AW2058  NAVD 88 (06/15/91)   13.909  (m)           45.63   (f) ADJUSTED    1 2
 AW2058  NGVD 29 (12/23/87)   13.905  (m)           45.62   (f) ADJUSTED    1 2
 AW2058
 AW2058.Superseded values are not recommended for survey control.
 AW2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2058.See file dsdata.txt to determine how the superseded data were derived.
 AW2058
 AW2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8050779413(NAD 83)
 AW2058_MARKER: DB = BENCH MARK DISK
 AW2058_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2058_SP_SET: COPPER-CLAD STEEL ROD
 AW2058_STAMPING: W 1205 1973
 AW2058_MARK LOGO: NGS   
 AW2058_MAGNETIC: I = MARKER IS A STEEL ROD
 AW2058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2058+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW2058
 AW2058  HISTORY     - Date     Condition        Report By
 AW2058  HISTORY     - 1973     MONUMENTED       NGS
 AW2058  HISTORY     - 1978     GOOD             NGS
 AW2058  HISTORY     - 1978     GOOD             NGS
 AW2058  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2058  HISTORY     - 1987     GOOD             USPSQD
 AW2058  HISTORY     - 1987     GOOD             USPSQD
 AW2058  HISTORY     - 1987     GOOD             NGS
 AW2058  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2058  HISTORY     - 1988     GOOD             USPSQD
 AW2058  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2058  HISTORY     - 1988     GOOD             USPSQD
 AW2058  HISTORY     - 1988     GOOD             USPSQD
 AW2058  HISTORY     - 19910615 GOOD             USPSQD
 AW2058  HISTORY     - 19950413 GOOD             HGCSD
 AW2058  HISTORY     - 19950624 GOOD             USPSQD
 AW2058  HISTORY     - 20030824 GOOD             USPSQD
 AW2058  HISTORY     - 20050116 GOOD             USPSQD
 AW2058  HISTORY     - 20060715 GOOD             GEOCAC
 AW2058
 AW2058                          STATION DESCRIPTION
 AW2058
 AW2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2058'2.7 MI E FROM MYKAWA.
 AW2058'ABOUT 1.1 MILES EAST ALONG ALMEDA-GENOA RD. FROM THE CROSSING OF
 AW2058'GULF-COLORADO-SANTA FE RAILROAD AT MYKAWA, THENCE 0.35 MILE NORTH
 AW2058'ALONG STATE HIGHWAY 35 (TELEPHONE RD.), THENCE 1.15 MILES EAST ALONG
 AW2058'ALMEDA-GENOA RD., THENCE 0.1 MILE SOUTH ALONG MONROE ST., ABOUT 1 FOOT
 AW2058'EAST OF THE SOUTHEAST CORNER OF FIRE STATION 61, 63 FEET WEST OF THE
 AW2058'CENTER LINE OF MONROE ST., 58 FEET NORTH OF THE CENTER LINE OF SWISS
 AW2058'ST., AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD
 AW2058'FLUSH WITH THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE WHICH
 AW2058'PROJECTS 1 INCH.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 AW2058
 AW2058                          STATION RECOVERY (1978)
 AW2058
 AW2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2058'RECOVERED IN GOOD CONDITION.
 AW2058
 AW2058                          STATION RECOVERY (1978)
 AW2058
 AW2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2058'RECOVERED IN GOOD CONDITION.
 AW2058
 AW2058                          STATION RECOVERY (1987)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW2058'MARK NOT FOUND.
 AW2058
 AW2058                          STATION RECOVERY (1987)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2058'RECOVERED IN GOOD CONDITION.
 AW2058
 AW2058                          STATION RECOVERY (1987)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW2058'RECOVERED IN GOOD CONDITION.
 AW2058
 AW2058                          STATION RECOVERY (1987)
 AW2058
 AW2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2058'RECOVERED IN GOOD CONDITION.
 AW2058
 AW2058                          STATION RECOVERY (1988)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW2058'MARK NOT FOUND.
 AW2058
 AW2058                          STATION RECOVERY (1988)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW2058'RECOVERED IN GOOD CONDITION.
 AW2058
 AW2058                          STATION RECOVERY (1988)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW2058'MARK NOT FOUND.
 AW2058
 AW2058                          STATION RECOVERY (1988)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW2058'RECOVERED IN GOOD CONDITION.
 AW2058
 AW2058                          STATION RECOVERY (1988)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW2058'RECOVERED IN GOOD CONDITION.
 AW2058
 AW2058                          STATION RECOVERY (1991)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW2058'RECOVERED IN GOOD CONDITION.
 AW2058
 AW2058                          STATION RECOVERY (1995)
 AW2058
 AW2058'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW2058'RECOVERED AS DESCRIBED.
 AW2058
 AW2058                          STATION RECOVERY (1995)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2058'RECOVERED IN GOOD CONDITION.
 AW2058
 AW2058                          STATION RECOVERY (2003)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2058'CHANGE DESCRIPTION TO SHOW THE BENCHMARK IS BELOW GRADE.  INSTEAD OF
 AW2058'SHOWING THE MARK IS FLUSH WITH THE GROUND,
 AW2058' 
 AW2058'REMOVE THE WORDS ABOUT AND PROTECTED BY A 6-INCH IRON PIPE WHICH
 AW2058'PROJECT 1 INCH.
 AW2058
 AW2058                          STATION RECOVERY (2005)
 AW2058
 AW2058'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2058'RECOVERED IN GOOD CONDITION.
 AW2058
 AW2058                          STATION RECOVERY (2006)
 AW2058
 AW2058'RECOVERY NOTE BY GEOCACHING 2006 (GGM)
 AW2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0085 ***********************************************************************
 AW0085  DESIGNATION -  W 1206
 AW0085  PID         -  AW0085
 AW0085  STATE/COUNTY-  TX/BRAZORIA
 AW0085  USGS QUAD   -  LAKE JACKSON (1974)
 AW0085
 AW0085                         *CURRENT SURVEY CONTROL
 AW0085  ___________________________________________________________________
 AW0085* NAD 83(1986)-  29 05 46.     (N)    095 25 45.     (W)     SCALED    
 AW0085* NAVD 88     -         4.15   (+/-2cm)      13.6    (feet)  VERTCON   
 AW0085  ___________________________________________________________________
 AW0085  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW0085
 AW0085  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0085
 AW0085.The horizontal coordinates were scaled from a topographic map and have
 AW0085.an estimated accuracy of +/- 6 seconds.
 AW0085
 AW0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0085.The vertical order pertains to the NGVD 29 superseded value.
 AW0085
 AW0085.The geoid height was determined by GEOID03.
 AW0085
 AW0085;                    North         East    Units  Estimated Accuracy
 AW0085;SPC TXSC     - 4,145,260.      947,520.      MT  (+/- 180 meters Scaled)
 AW0085
 AW0085                          SUPERSEDED SURVEY CONTROL
 AW0085
 AW0085  NGVD 29 (??/??/92)    4.166  (m)           13.67   (f) ADJ UNCH    1 1
 AW0085
 AW0085.Superseded values are not recommended for survey control.
 AW0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0085.See file dsdata.txt to determine how the superseded data were derived.
 AW0085
 AW0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN635210(NAD 83)
 AW0085_MARKER: DB = BENCH MARK DISK
 AW0085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0085_SP_SET: 24 FEET
 AW0085_STAMPING: W 1206 1973
 AW0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0085
 AW0085  HISTORY     - Date     Condition        Report By
 AW0085  HISTORY     - 1973     MONUMENTED       NGS
 AW0085  HISTORY     - 1978     GOOD             NGS
 AW0085  HISTORY     - 1980     GOOD             LOCSUR
 AW0085  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0085  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW0085
 AW0085                          STATION DESCRIPTION
 AW0085
 AW0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0085'4.35 MI S FROM ANGLETON.
 AW0085'4.35 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AW0085'AT ANGLETON, 9 1/2 POLES SOUTH AND ACROSS THE TRACK FROM MILEPOLE 4,
 AW0085'DIRECTLY ACROSS THE TRACK FROM RAILROAD BRIDGE 4.4, AT THE JUNCTION OF
 AW0085'A SHELL ROAD ENTERING A FIELD, 44 FEET WEST OF THE CENTER LINE OF
 AW0085'COUNTY ROAD 288, 10 FEET SOUTH OF THE CENTER LINE OF THE SHELL ROAD,
 AW0085'101 FEET NORTH OF THE FIRST POWER POLE SOUTH OF A POLE BEARING A
 AW0085'TRANSFORMER, 2 1/2 FEET SOUTH OF THE SOUTH END OF A GATE, 14 FEET WEST
 AW0085'OF THE CENTER OF THE SOUTH END OF A 24-INCH PIPE CULVERT, 1.0 FOOT
 AW0085'EAST OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 AW0085'THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 AW0085'GRADUAL REFUSAL AT A DEPTH OF 24 FEET.  THE UPPER PORTION OF THE ROD
 AW0085'IS ENCASED IN A CONCRETE PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW0085
 AW0085                          STATION RECOVERY (1978)
 AW0085
 AW0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0085'RECOVERED IN GOOD CONDITION.
 AW0085
 AW0085                          STATION RECOVERY (1980)
 AW0085
 AW0085'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW0085'RECOVERED IN GOOD CONDITION.
 AW0085
 AW0085                          STATION RECOVERY (1989)
 AW0085
 AW0085'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0085'MARK NOT FOUND.
 AW0085
 AW0085                          STATION RECOVERY (1998)
 AW0085
 AW0085'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1181 ***********************************************************************
 AW1181  DESIGNATION -  W 1207
 AW1181  PID         -  AW1181
 AW1181  STATE/COUNTY-  TX/BRAZORIA
 AW1181  USGS QUAD   -  LAKE JACKSON (1974)
 AW1181
 AW1181                         *CURRENT SURVEY CONTROL
 AW1181  ___________________________________________________________________
 AW1181* NAD 83(1986)-  29 07 27.     (N)    095 28 54.     (W)     SCALED    
 AW1181* NAVD 88     -         8.32   (+/-2cm)      27.3    (feet)  VERTCON   
 AW1181  ___________________________________________________________________
 AW1181  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW1181
 AW1181  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1181
 AW1181.The horizontal coordinates were scaled from a topographic map and have
 AW1181.an estimated accuracy of +/- 6 seconds.
 AW1181
 AW1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1181.The vertical order pertains to the NGVD 29 superseded value.
 AW1181
 AW1181.The geoid height was determined by GEOID03.
 AW1181
 AW1181;                    North         East    Units  Estimated Accuracy
 AW1181;SPC TXSC     - 4,148,210.      942,320.      MT  (+/- 180 meters Scaled)
 AW1181
 AW1181                          SUPERSEDED SURVEY CONTROL
 AW1181
 AW1181  NGVD 29 (??/??/92)    8.336  (m)           27.35   (f) ADJ UNCH    1 1
 AW1181
 AW1181.Superseded values are not recommended for survey control.
 AW1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1181.See file dsdata.txt to determine how the superseded data were derived.
 AW1181
 AW1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN585242(NAD 83)
 AW1181_MARKER: DB = BENCH MARK DISK
 AW1181_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW1181+WITH SETTING: INTO GROUND
 AW1181_STAMPING: W 1207 1972
 AW1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1181+STABILITY: SURFACE MOTION
 AW1181
 AW1181  HISTORY     - Date     Condition        Report By
 AW1181  HISTORY     - 1972     MONUMENTED       NGS
 AW1181  HISTORY     - 1973     GOOD             NGS
 AW1181  HISTORY     - 1978     GOOD             NGS
 AW1181  HISTORY     - 1980     GOOD             LOCSUR
 AW1181  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1181  HISTORY     - 19900120 GOOD             USPSQD
 AW1181  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW1181
 AW1181                          STATION DESCRIPTION
 AW1181
 AW1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1181'3.8 MI SW FROM ANGLETON.
 AW1181'3.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1181'STATION AT ANGLETON, 48.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 38.9
 AW1181'FEET NORTHWEST OF A SEMIPHORE 316.5, 2.0 FEET SOUTHWEST OF A POWER
 AW1181'POLE, 12.0 FEET NORTH OF A TELEPHONE POLE, 34.5 FEET EAST OF A 36-INCH
 AW1181'PECAN TREE, 59.6 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 1.1 FEET
 AW1181'NORTHEAST OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW1181'COATED ROD 4 FOOT LONG THAT IS ATTACHED TO A METAL BASE PLATE, THE
 AW1181'UPPER PORTION WHICH IS PROTECTED BY A PIPE PROJECTING 0.8 FOOT ABOVE
 AW1181'THE GROUND AND IS 2 FEET LOWER THAN THE RAIL.
 AW1181
 AW1181                          STATION RECOVERY (1978)
 AW1181
 AW1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1181'RECOVERED IN GOOD CONDITION.
 AW1181
 AW1181                          STATION RECOVERY (1980)
 AW1181
 AW1181'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW1181'RECOVERED IN GOOD CONDITION.
 AW1181
 AW1181                          STATION RECOVERY (1987)
 AW1181
 AW1181'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1181'MARK NOT FOUND.
 AW1181
 AW1181                          STATION RECOVERY (1990)
 AW1181
 AW1181'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW1181'RECOVERED IN GOOD CONDITION.
 AW1181
 AW1181                          STATION RECOVERY (1998)
 AW1181
 AW1181'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0600 ***********************************************************************
 AW0600  DESIGNATION -  W 1208
 AW0600  PID         -  AW0600
 AW0600  STATE/COUNTY-  TX/GALVESTON
 AW0600  USGS QUAD   -  GALVESTON (1994)
 AW0600
 AW0600                         *CURRENT SURVEY CONTROL
 AW0600  ___________________________________________________________________
 AW0600* NAD 83(1986)-  29 16 17.     (N)    094 49 07.     (W)     SCALED    
 AW0600* NAVD 88     -         4.88   (+/-2cm)      16.0    (feet)  VERTCON   
 AW0600  ___________________________________________________________________
 AW0600  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0600
 AW0600  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0600
 AW0600.The horizontal coordinates were scaled from a topographic map and have
 AW0600.an estimated accuracy of +/- 6 seconds.
 AW0600
 AW0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0600.The vertical order pertains to the NGVD 29 superseded value.
 AW0600
 AW0600.The geoid height was determined by GEOID03.
 AW0600
 AW0600;                    North         East    Units  Estimated Accuracy
 AW0600;SPC TXSC     - 4,166,640.    1,006,220.      MT  (+/- 180 meters Scaled)
 AW0600
 AW0600                          SUPERSEDED SURVEY CONTROL
 AW0600
 AW0600  NGVD 29 (??/??/92)    4.876  (m)           16.00   (f) ADJ UNCH    1 1
 AW0600
 AW0600.Superseded values are not recommended for survey control.
 AW0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0600.See file dsdata.txt to determine how the superseded data were derived.
 AW0600
 AW0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN233394(NAD 83)
 AW0600_MARKER: DB = BENCH MARK DISK
 AW0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0600_SP_SET: RETAINING WALL
 AW0600_STAMPING: W 1208 1973
 AW0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0600
 AW0600  HISTORY     - Date     Condition        Report By
 AW0600  HISTORY     - 1973     MONUMENTED       NGS
 AW0600  HISTORY     - 1978     GOOD             NGS
 AW0600  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW0600  HISTORY     - 1984     GOOD             USPSQD
 AW0600  HISTORY     - 1987     GOOD             USPSQD
 AW0600  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0600  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0600  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0600  HISTORY     - 19890614 MARK NOT FOUND   USPSQD
 AW0600  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0600  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AW0600  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW0600  HISTORY     - 20031206 MARK NOT FOUND   USPSQD
 AW0600  HISTORY     - 20041210 MARK NOT FOUND   USPSQD
 AW0600
 AW0600                          STATION DESCRIPTION
 AW0600
 AW0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0600'IN GALVESTON.
 AW0600'AT GALVESTON, AT THE NORTH CORNER OF THE JUNCTION OF SEAWALL BOULEVARD
 AW0600'AND 53RD STREET NORTH, AT THE SOUTHWEST ONE OF TWO FORMER FORT CROCKET
 AW0600'GUN BUNKERS, ON THE SOUTHWEST SIDE OF THE ENTRANCE, SET VERTICALLY IN
 AW0600'THE SOUTHEAST FACE OF A CONCRETE RETAINING WALL, 7.6 FEET
 AW0600'NORTH-NORTHWEST OF AN ANGLE IN THE WALL, 2.5 FEET SOUTHWEST OF A
 AW0600'CIRCULAR CONCRETE BLOCK FRONTING, ABOUT 3 FEET HIGHER THAN THE
 AW0600'BOULEVARD, AND 4.0 FEET ABOVE THE GROUND.
 AW0600
 AW0600                          STATION RECOVERY (1978)
 AW0600
 AW0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0600'RECOVERED IN GOOD CONDITION.
 AW0600
 AW0600                          STATION RECOVERY (1983)
 AW0600
 AW0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0600'NOT RECOVERED.  DISK PROBABLY REMAINS IN FORT BUT THE FORT IS NOW
 AW0600'INACCESSIBLE.
 AW0600
 AW0600                          STATION RECOVERY (1984)
 AW0600
 AW0600'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0600'RECOVERED IN GOOD CONDITION.
 AW0600
 AW0600                          STATION RECOVERY (1987)
 AW0600
 AW0600'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0600'RECOVERED IN GOOD CONDITION.
 AW0600
 AW0600                          STATION RECOVERY (1988)
 AW0600
 AW0600'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDB)
 AW0600'MARK NOT FOUND.
 AW0600
 AW0600                          STATION RECOVERY (1989)
 AW0600
 AW0600'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0600'MARK NOT FOUND.
 AW0600
 AW0600                          STATION RECOVERY (1989)
 AW0600
 AW0600'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0600'MARK NOT FOUND.
 AW0600
 AW0600                          STATION RECOVERY (1989)
 AW0600
 AW0600'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW0600'MARK NOT FOUND.
 AW0600
 AW0600                          STATION RECOVERY (1990)
 AW0600
 AW0600'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0600'MARK NOT FOUND.
 AW0600
 AW0600                          STATION RECOVERY (1995)
 AW0600
 AW0600'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0600'MARK NOT FOUND.
 AW0600
 AW0600                          STATION RECOVERY (2001)
 AW0600
 AW0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0600'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0600
 AW0600                          STATION RECOVERY (2003)
 AW0600
 AW0600'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0600'MARK NOT FOUND.
 AW0600
 AW0600                          STATION RECOVERY (2004)
 AW0600
 AW0600'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0045 ***********************************************************************
 AW0045  DESIGNATION -  W 1209
 AW0045  PID         -  AW0045
 AW0045  STATE/COUNTY-  TX/BRAZORIA
 AW0045  USGS QUAD   -  OYSTER CREEK (1974)
 AW0045
 AW0045                         *CURRENT SURVEY CONTROL
 AW0045  ___________________________________________________________________
 AW0045* NAD 83(1986)-  29 05 40.     (N)    095 17 01.     (W)     SCALED    
 AW0045* NAVD 88     -         4.88   (+/-2cm)      16.0    (feet)  VERTCON   
 AW0045  ___________________________________________________________________
 AW0045  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW0045
 AW0045  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0045
 AW0045.The horizontal coordinates were scaled from a topographic map and have
 AW0045.an estimated accuracy of +/- 6 seconds.
 AW0045
 AW0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0045.The vertical order pertains to the NGVD 29 superseded value.
 AW0045
 AW0045.The geoid height was determined by GEOID03.
 AW0045
 AW0045;                    North         East    Units  Estimated Accuracy
 AW0045;SPC TXSC     - 4,145,510.      961,680.      MT  (+/- 180 meters Scaled)
 AW0045
 AW0045                          SUPERSEDED SURVEY CONTROL
 AW0045
 AW0045  NGVD 29 (??/??/92)    4.885  (m)           16.03   (f) ADJ UNCH    1 1
 AW0045
 AW0045.Superseded values are not recommended for survey control.
 AW0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0045.See file dsdata.txt to determine how the superseded data were derived.
 AW0045
 AW0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN777206(NAD 83)
 AW0045_MARKER: DB = BENCH MARK DISK
 AW0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0045_SP_SET: ABUTMENT
 AW0045_STAMPING: W 1209 1973
 AW0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0045+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0045
 AW0045  HISTORY     - Date     Condition        Report By
 AW0045  HISTORY     - 1973     MONUMENTED       NGS
 AW0045  HISTORY     - 1978     GOOD             NGS
 AW0045  HISTORY     - 1990     GOOD             USPSQD
 AW0045  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0045  HISTORY     - 20040319 GOOD             USPSQD
 AW0045
 AW0045                          STATION DESCRIPTION
 AW0045
 AW0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0045'11.4 MI NE FROM FREEPORT.
 AW0045'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0045'BOULEVARD AT FREEPORT, THENCE 4.6 MILES NORTHEAST ALONG COUNTY ROAD
 AW0045'227, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 AW0045'ABUTMENT OF A LARGE CONCRETE BRIDGE OVER BASTROP BAYOU, 15 1/2 FEET
 AW0045'NORTHWEST OF THE CENTER LINE OF THE ROAD, 0.9 FOOT SOUTHEAST OF THE
 AW0045'SOUTHEAST FACE OF THE NORTHWEST CONCRETE GUARDRAIL, 0.6 FOOT SOUTHWEST
 AW0045'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE CURB, AND ABOUT 1 FOOT
 AW0045'HIGHER THAN THE ROAD.
 AW0045
 AW0045                          STATION RECOVERY (1978)
 AW0045
 AW0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0045'RECOVERED IN GOOD CONDITION.
 AW0045
 AW0045                          STATION RECOVERY (1990)
 AW0045
 AW0045'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0045'RECOVERED IN GOOD CONDITION.
 AW0045
 AW0045                          STATION RECOVERY (2003)
 AW0045
 AW0045'RECOVERY NOTE BY US POWER SQUADRON 2003 (AB)
 AW0045'MARK NOT FOUND.
 AW0045
 AW0045                          STATION RECOVERY (2004)
 AW0045
 AW0045'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1300 ***********************************************************************
 AX1300  DESIGNATION -  W 121
 AX1300  PID         -  AX1300
 AX1300  STATE/COUNTY-  TX/LAVACA
 AX1300  USGS QUAD   -  MOULTON (1981)
 AX1300
 AX1300                         *CURRENT SURVEY CONTROL
 AX1300  ___________________________________________________________________
 AX1300* NAD 83(1986)-  29 30 31.     (N)    097 09 09.     (W)     SCALED    
 AX1300* NAVD 88     -       116.76   (+/-2cm)     383.1    (feet)  VERTCON   
 AX1300  ___________________________________________________________________
 AX1300  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AX1300
 AX1300  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1300
 AX1300.The horizontal coordinates were scaled from a topographic map and have
 AX1300.an estimated accuracy of +/- 6 seconds.
 AX1300
 AX1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1300.The vertical order pertains to the NGVD 29 superseded value.
 AX1300
 AX1300.The geoid height was determined by GEOID03.
 AX1300
 AX1300;                    North         East    Units  Estimated Accuracy
 AX1300;SPC TXSC     - 4,187,080.      779,100.      MT  (+/- 180 meters Scaled)
 AX1300
 AX1300                          SUPERSEDED SURVEY CONTROL
 AX1300
 AX1300  NGVD 29 (??/??/92)  116.726  (m)          382.96   (f) ADJ UNCH    2 0
 AX1300
 AX1300.Superseded values are not recommended for survey control.
 AX1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1300.See file dsdata.txt to determine how the superseded data were derived.
 AX1300
 AX1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT790657(NAD 83)
 AX1300_MARKER: DB = BENCH MARK DISK
 AX1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1300_STAMPING: W 121 1933
 AX1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1300+STABILITY: SURFACE MOTION
 AX1300
 AX1300  HISTORY     - Date     Condition        Report By
 AX1300  HISTORY     - 1933     MONUMENTED       CGS
 AX1300  HISTORY     - 1965     GOOD             USGS
 AX1300
 AX1300                          STATION DESCRIPTION
 AX1300
 AX1300'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AX1300'4.8 MI S FROM MOULTON.
 AX1300'ABOUT 4.8 MI. SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX1300'STATION AT MOULTON, LAVACA COUNTY, AT A PRIVATE ROAD CROSSING AT
 AX1300'HENKHAUS, ABOUT 11 POLES NORTH OF MILEPOST 16, NEAR CULVERT 16 C, 48
 AX1300'FT EAST OF THE CENTER LINE OF THE TRACK, 27 FEET WEST OF CENTERLINE OF
 AX1300'NORTH-SOUTH RD AND 11 FEET NORTH OF OF PRIVATE ROAD WEST.  A STANDARD
 AX1300'DISK, STAMPED W 121 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2098 ***********************************************************************
 AW2098  DESIGNATION -  W 1210
 AW2098  PID         -  AW2098
 AW2098  STATE/COUNTY-  TX/HARRIS
 AW2098  USGS QUAD   -  ALMEDA (1995)
 AW2098
 AW2098                         *CURRENT SURVEY CONTROL
 AW2098  ___________________________________________________________________
 AW2098* NAD 83(1986)-  29 36 22.     (N)    095 26 27.     (W)     SCALED    
 AW2098* NAVD 88     -        18.009  (meters)      59.08   (feet)  ADJUSTED  
 AW2098  ___________________________________________________________________
 AW2098  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2098  DYNAMIC HT  -          17.985 (meters)      59.01  (feet)  COMP
 AW2098  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 AW2098
 AW2098  VERT ORDER  -  FIRST     CLASS II
 AW2098
 AW2098.The horizontal coordinates were scaled from a topographic map and have
 AW2098.an estimated accuracy of +/- 6 seconds.
 AW2098
 AW2098.The orthometric height was determined by differential leveling
 AW2098.and adjusted by the National Geodetic Survey in June 1991..
 AW2098
 AW2098.The geoid height was determined by GEOID03.
 AW2098
 AW2098.The dynamic height is computed by dividing the NAVD 88
 AW2098.geopotential number by the normal gravity value computed on the
 AW2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2098.degrees latitude (g = 980.6199 gals.).
 AW2098
 AW2098.The modeled gravity was interpolated from observed gravity values.
 AW2098
 AW2098;                    North         East    Units  Estimated Accuracy
 AW2098;SPC TXSC     - 4,201,720.      944,660.      MT  (+/- 180 meters Scaled)
 AW2098
 AW2098                          SUPERSEDED SURVEY CONTROL
 AW2098
 AW2098  NGVD 29 (12/23/87)   18.005  (m)           59.07   (f) ADJUSTED    1 2
 AW2098
 AW2098.Superseded values are not recommended for survey control.
 AW2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2098.See file dsdata.txt to determine how the superseded data were derived.
 AW2098
 AW2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN636776(NAD 83)
 AW2098_MARKER: DD = SURVEY DISK
 AW2098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2098_SP_SET: CULVERT HEADWALL
 AW2098_STAMPING: W 1210
 AW2098_MARK LOGO: HCFC  
 AW2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2098+STABILITY: SURFACE MOTION
 AW2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2098+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 AW2098
 AW2098  HISTORY     - Date     Condition        Report By
 AW2098  HISTORY     - UNK      MONUMENTED       HCFC
 AW2098  HISTORY     - 1973     GOOD             NGS
 AW2098  HISTORY     - 1978     GOOD             NGS
 AW2098  HISTORY     - 1986     GOOD             NGS
 AW2098  HISTORY     - 1987     GOOD             USPSQD
 AW2098  HISTORY     - 1987     GOOD             USPSQD
 AW2098  HISTORY     - 1988     GOOD             USPSQD
 AW2098  HISTORY     - 1988     GOOD             USPSQD
 AW2098  HISTORY     - 1989     GOOD             USPSQD
 AW2098  HISTORY     - 1989     GOOD             USPSQD
 AW2098  HISTORY     - 19900805 GOOD             USPSQD
 AW2098  HISTORY     - 19970823 GOOD             USPSQD
 AW2098  HISTORY     - 20040218 GOOD             USPSQD
 AW2098
 AW2098                          STATION DESCRIPTION
 AW2098
 AW2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2098'1.05 MI W FROM ALMEDA.
 AW2098'1.05 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2098'288 AT ALMEDA, 0.1 MILE WEST OF THE JUNCTION OF WHITE HEATHER STREET,
 AW2098'AT THE JUNCTION OF THE WEST ONE OF TWO ASPHALT DRIVEWAYS TO A LARGE
 AW2098'BRICK BUILDING, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTH
 AW2098'CONCRETE HEADWALL OF A 4- BY 10-FOOT CONCRETE BOX CULVERT, 15 FEET
 AW2098'NORTH OF THE CENTER LINE OF THE ROAD, 41 FEET WEST OF THE CENTER LINE
 AW2098'OF THE DRIVEWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 AW2098
 AW2098                          STATION RECOVERY (1978)
 AW2098
 AW2098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2098'ADD=24 FEET SOUTHWEST OF POWER POLE NUMBER 4122.
 AW2098
 AW2098                          STATION RECOVERY (1986)
 AW2098
 AW2098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2098'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2098'HIGHWAY 288 IS NOW FM ROAD 521.
 AW2098
 AW2098                          STATION RECOVERY (1987)
 AW2098
 AW2098'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2098'RECOVERED IN GOOD CONDITION.
 AW2098
 AW2098                          STATION RECOVERY (1987)
 AW2098
 AW2098'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2098'RECOVERED IN GOOD CONDITION.
 AW2098
 AW2098                          STATION RECOVERY (1988)
 AW2098
 AW2098'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2098'RECOVERED IN GOOD CONDITION.
 AW2098
 AW2098                          STATION RECOVERY (1988)
 AW2098
 AW2098'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2098'RECOVERED IN GOOD CONDITION.
 AW2098
 AW2098                          STATION RECOVERY (1989)
 AW2098
 AW2098'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2098'RECOVERED IN GOOD CONDITION.
 AW2098
 AW2098                          STATION RECOVERY (1989)
 AW2098
 AW2098'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2098'RECOVERED IN GOOD CONDITION.
 AW2098
 AW2098                          STATION RECOVERY (1990)
 AW2098
 AW2098'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2098'RECOVERED IN GOOD CONDITION.
 AW2098
 AW2098                          STATION RECOVERY (1997)
 AW2098
 AW2098'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2098'RECOVERED IN GOOD CONDITION.
 AW2098
 AW2098                          STATION RECOVERY (2004)
 AW2098
 AW2098'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2128 ***********************************************************************
 AW2128  DESIGNATION -  W 1211
 AW2128  PID         -  AW2128
 AW2128  STATE/COUNTY-  TX/FORT BEND
 AW2128  USGS QUAD   -  ALIEF (1995)
 AW2128
 AW2128                         *CURRENT SURVEY CONTROL
 AW2128  ___________________________________________________________________
 AW2128* NAD 83(1986)-  29 37 43.     (N)    095 35 35.     (W)     SCALED    
 AW2128* NAVD 88     -        25.045  (meters)      82.17   (feet)  ADJUSTED  
 AW2128  ___________________________________________________________________
 AW2128  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2128  DYNAMIC HT  -          25.010 (meters)      82.05  (feet)  COMP
 AW2128  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 AW2128
 AW2128  VERT ORDER  -  FIRST     CLASS II
 AW2128
 AW2128.The horizontal coordinates were scaled from a topographic map and have
 AW2128.an estimated accuracy of +/- 6 seconds.
 AW2128
 AW2128.The orthometric height was determined by differential leveling
 AW2128.and adjusted by the National Geodetic Survey in September 1996..
 AW2128
 AW2128.The geoid height was determined by GEOID03.
 AW2128
 AW2128.The dynamic height is computed by dividing the NAVD 88
 AW2128.geopotential number by the normal gravity value computed on the
 AW2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2128.degrees latitude (g = 980.6199 gals.).
 AW2128
 AW2128.The modeled gravity was interpolated from observed gravity values.
 AW2128
 AW2128;                    North         East    Units  Estimated Accuracy
 AW2128;SPC TXSC     - 4,203,770.      929,850.      MT  (+/- 180 meters Scaled)
 AW2128
 AW2128                          SUPERSEDED SURVEY CONTROL
 AW2128
 AW2128  NAVD 88 (06/15/91)   25.265  (m)           82.89   (f) UNKNOWN     1 2
 AW2128  NGVD 29 (12/23/87)   25.261  (m)           82.88   (f) ADJUSTED    1 2
 AW2128
 AW2128.Superseded values are not recommended for survey control.
 AW2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2128.See file dsdata.txt to determine how the superseded data were derived.
 AW2128
 AW2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN489804(NAD 83)
 AW2128_MARKER: DV = VERTICAL CONTROL DISK
 AW2128_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2128_SP_SET: PIER
 AW2128_STAMPING: W 1211 1973
 AW2128_MARK LOGO: NGS   
 AW2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2128
 AW2128  HISTORY     - Date     Condition        Report By
 AW2128  HISTORY     - 1973     MONUMENTED       NGS
 AW2128  HISTORY     - 1978     GOOD             NGS
 AW2128  HISTORY     - 1986     GOOD             NGS
 AW2128  HISTORY     - 1987     GOOD             USPSQD
 AW2128  HISTORY     - 1987     GOOD             USPSQD
 AW2128  HISTORY     - 1988     GOOD             USPSQD
 AW2128  HISTORY     - 1989     GOOD             USPSQD
 AW2128  HISTORY     - 19910316 GOOD             USPSQD
 AW2128  HISTORY     - 19951007 GOOD             CHANCE
 AW2128  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW2128
 AW2128                          STATION DESCRIPTION
 AW2128
 AW2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2128'2.35 MI NW FROM STAFFORD.
 AW2128'0.65 MILE NORTHWEST ALONG NORTH MAIN STREET FROM THE JUNCTION OF
 AW2128'STAFFORD ROAD AT STAFFORD, THENCE 1.7 MILES NORTHWEST ALONG U.S.
 AW2128'HIGHWAY 90 ALT., AT THE U.S. HIGHWAY 59 OVERPASS (SOUTHWEST FREEWAY),
 AW2128'SET VERTICALLY IN THE WEST FACE OF THE WEST ONE OF THE FIRST ROW OF
 AW2128'CONCRETE PIERS NORTH OF THE HIGHWAY, 55 FEET NORTH OF THE CENTER LINE
 AW2128'OF THE WESTBOUND LANES OF THE HIGHWAY, 17.6 FEET SOUTH OF THE SOUTH
 AW2128'RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, ABOUT 3 FEET HIGHER
 AW2128'THAN THE HIGHWAY, ABOUT LEVEL WITH THE RAILROAD, AND 3.0 FEET ABOVE
 AW2128'THE GROUND.
 AW2128
 AW2128                          STATION RECOVERY (1978)
 AW2128
 AW2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2128'NOTE=SHOULD READ, SET VERTICALLY IN THE WEST FACE OF THE WEST ONE OF
 AW2128'THE FIRST ROW SOUTH OF THE TRACKS.
 AW2128
 AW2128                          STATION RECOVERY (1986)
 AW2128
 AW2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2128'RECOVERED IN GOOD CONDITION.
 AW2128
 AW2128                          STATION RECOVERY (1987)
 AW2128
 AW2128'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW2128'RECOVERED IN GOOD CONDITION.
 AW2128
 AW2128                          STATION RECOVERY (1987)
 AW2128
 AW2128'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2128'RECOVERED IN GOOD CONDITION.
 AW2128
 AW2128                          STATION RECOVERY (1988)
 AW2128
 AW2128'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2128'RECOVERED IN GOOD CONDITION.
 AW2128
 AW2128                          STATION RECOVERY (1989)
 AW2128
 AW2128'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2128'RECOVERED IN GOOD CONDITION.
 AW2128
 AW2128                          STATION RECOVERY (1991)
 AW2128
 AW2128'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2128'RECOVERED IN GOOD CONDITION.
 AW2128
 AW2128                          STATION RECOVERY (1995)
 AW2128
 AW2128'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2128'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL TIES FOLLOW.
 AW2128'22.5 FT (6.9 M) NORTH OF A BURIED CABLE SIGN.  39 FT (11.9 M) NORTH OF
 AW2128'THE NORTH GUARDRAIL FOR WESTBOUND LANES OF US HIGHWAY 90 ALTERNATE.
 AW2128'270 FT (82.3 M) EAST OF A UTILITY POLE.
 AW2128
 AW2128                          STATION RECOVERY (2004)
 AW2128
 AW2128'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW2128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2160 ***********************************************************************
 AW2160  DESIGNATION -  W 1212
 AW2160  PID         -  AW2160
 AW2160  STATE/COUNTY-  TX/FORT BEND
 AW2160  USGS QUAD   -  RICHMOND NE (1980)
 AW2160
 AW2160                         *CURRENT SURVEY CONTROL
 AW2160  ___________________________________________________________________
 AW2160* NAD 83(1986)-  29 41 47.     (N)    095 50 46.     (W)     SCALED    
 AW2160* NAVD 88     -        39.716  (meters)     130.30   (feet)  ADJUSTED  
 AW2160  ___________________________________________________________________
 AW2160  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2160  DYNAMIC HT  -          39.662 (meters)     130.12  (feet)  COMP
 AW2160  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 AW2160
 AW2160  VERT ORDER  -  FIRST     CLASS II
 AW2160
 AW2160.The horizontal coordinates were scaled from a topographic map and have
 AW2160.an estimated accuracy of +/- 6 seconds.
 AW2160
 AW2160.The orthometric height was determined by differential leveling
 AW2160.and adjusted by the National Geodetic Survey in June 1991..
 AW2160
 AW2160.The geoid height was determined by GEOID03.
 AW2160
 AW2160.The dynamic height is computed by dividing the NAVD 88
 AW2160.geopotential number by the normal gravity value computed on the
 AW2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2160.degrees latitude (g = 980.6199 gals.).
 AW2160
 AW2160.The modeled gravity was interpolated from observed gravity values.
 AW2160
 AW2160;                    North         East    Units  Estimated Accuracy
 AW2160;SPC TXSC     - 4,210,590.      905,160.      MT  (+/- 180 meters Scaled)
 AW2160
 AW2160                          SUPERSEDED SURVEY CONTROL
 AW2160
 AW2160  NGVD 29 (12/23/87)   39.709  (m)          130.28   (f) ADJUSTED    1 2
 AW2160
 AW2160.Superseded values are not recommended for survey control.
 AW2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2160.See file dsdata.txt to determine how the superseded data were derived.
 AW2160
 AW2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN246885(NAD 83)
 AW2160_MARKER: DB = BENCH MARK DISK
 AW2160_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2160_SP_SET: CULVERT HEADWALL
 AW2160_STAMPING: W 1212 1973
 AW2160_MARK LOGO: NGS   
 AW2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2160+STABILITY: SURFACE MOTION
 AW2160
 AW2160  HISTORY     - Date     Condition        Report By
 AW2160  HISTORY     - 1973     MONUMENTED       NGS
 AW2160  HISTORY     - 1978     GOOD             NGS
 AW2160  HISTORY     - 1986     GOOD             NGS
 AW2160  HISTORY     - 1990     GOOD             USPSQD
 AW2160  HISTORY     - 19951010 GOOD             USPSQD
 AW2160  HISTORY     - 20031213 MARK NOT FOUND   GEOCAC
 AW2160
 AW2160                          STATION DESCRIPTION
 AW2160
 AW2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2160'7.2 MI S FROM KATY.
 AW2160'4.6 MILES SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI, KANSAS-TEXAS
 AW2160'RAILROAD STATION AT KATY, THENCE 2.6 MILES SOUTH ALONG FARM ROAD 1463,
 AW2160'0.45 MILE SOUTH OF THE RANCHO PIPE LINE SYSTEM KATY STATION, 0.1 MILE
 AW2160'NORTH OF THE JUNCTION OF FARM ROADS 359 AND 1093, IN THE TOP AND 0.8
 AW2160'FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A LARGE
 AW2160'CONCRETE BOX CULVERT, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
 AW2160
 AW2160                          STATION RECOVERY (1978)
 AW2160
 AW2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2160'RECOVERED IN GOOD CONDITION.
 AW2160
 AW2160                          STATION RECOVERY (1986)
 AW2160
 AW2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2160'RECOVERED IN GOOD CONDITION.
 AW2160
 AW2160                          STATION RECOVERY (1990)
 AW2160
 AW2160'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW2160'RECOVERED IN GOOD CONDITION.
 AW2160
 AW2160                          STATION RECOVERY (1995)
 AW2160
 AW2160'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2160'RECOVERED IN GOOD CONDITION.
 AW2160
 AW2160                          STATION RECOVERY (2003)
 AW2160
 AW2160'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AW2160'BOX CULVERT HAS BEEN REPLACED.  MARKER GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4233 ***********************************************************************
 AW4233  DESIGNATION -  W 1213
 AW4233  PID         -  AW4233
 AW4233  STATE/COUNTY-  TX/FORT BEND
 AW4233  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4233
 AW4233                         *CURRENT SURVEY CONTROL
 AW4233  ___________________________________________________________________
 AW4233* NAD 83(1986)-  29 27 30.     (N)    095 41 05.     (W)     SCALED    
 AW4233* NAVD 88     -        21.35   (+/-2cm)      70.0    (feet)  VERTCON   
 AW4233  ___________________________________________________________________
 AW4233  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4233
 AW4233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4233
 AW4233.The horizontal coordinates were scaled from a topographic map and have
 AW4233.an estimated accuracy of +/- 6 seconds.
 AW4233
 AW4233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4233.The vertical order pertains to the NGVD 29 superseded value.
 AW4233
 AW4233.The geoid height was determined by GEOID03.
 AW4233
 AW4233;                    North         East    Units  Estimated Accuracy
 AW4233;SPC TXSC     - 4,184,650.      921,520.      MT  (+/- 180 meters Scaled)
 AW4233
 AW4233                          SUPERSEDED SURVEY CONTROL
 AW4233
 AW4233  NGVD 29 (??/??/92)   21.346  (m)           70.03   (f) ADJ UNCH    2 0
 AW4233
 AW4233.Superseded values are not recommended for survey control.
 AW4233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4233.See file dsdata.txt to determine how the superseded data were derived.
 AW4233
 AW4233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN396617(NAD 83)
 AW4233_MARKER: DB = BENCH MARK DISK
 AW4233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4233_SP_SET: CULVERT
 AW4233_STAMPING: W 1213 1973
 AW4233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4233
 AW4233  HISTORY     - Date     Condition        Report By
 AW4233  HISTORY     - 1973     MONUMENTED       NGS
 AW4233  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW4233  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4233  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4233  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4233  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4233
 AW4233                          STATION DESCRIPTION
 AW4233
 AW4233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4233'10.35 MI NE FROM GUY.
 AW4233'7.65 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4233'HIGHWAY 36 AT GUY, THENCE 2.7 MILES NORTHEAST ALONG FARM ROAD 762, 0.1
 AW4233'MILE NORTHWEST OF THE JUNCTION OF FIELD ROADS, IN THE TOP AND 2.5 FEET
 AW4233'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF
 AW4233'A 48-INCH PIPE CULVERT, 14 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW4233'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 AW4233
 AW4233                          STATION RECOVERY (1986)
 AW4233
 AW4233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4233'NOT RECOVERED.
 AW4233
 AW4233                          STATION RECOVERY (1988)
 AW4233
 AW4233'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4233'MARK NOT FOUND.
 AW4233
 AW4233                          STATION RECOVERY (1996)
 AW4233
 AW4233'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4233'MARK NOT FOUND.
 AW4233
 AW4233                          STATION RECOVERY (1998)
 AW4233
 AW4233'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4233'MARK NOT FOUND.
 AW4233
 AW4233                          STATION RECOVERY (1998)
 AW4233
 AW4233'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4246 ***********************************************************************
 AW4246  DESIGNATION -  W 1214
 AW4246  PID         -  AW4246
 AW4246  STATE/COUNTY-  TX/FORT BEND
 AW4246  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4246
 AW4246                         *CURRENT SURVEY CONTROL
 AW4246  ___________________________________________________________________
 AW4246* NAD 83(1986)-  29 28 26.     (N)    095 38 41.     (W)     SCALED    
 AW4246* NAVD 88     -        21.40   (+/-2cm)      70.2    (feet)  VERTCON   
 AW4246  ___________________________________________________________________
 AW4246  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4246
 AW4246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4246
 AW4246.The horizontal coordinates were scaled from a topographic map and have
 AW4246.an estimated accuracy of +/- 6 seconds.
 AW4246
 AW4246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4246.The vertical order pertains to the NGVD 29 superseded value.
 AW4246
 AW4246.The geoid height was determined by GEOID03.
 AW4246
 AW4246;                    North         East    Units  Estimated Accuracy
 AW4246;SPC TXSC     - 4,186,480.      925,340.      MT  (+/- 180 meters Scaled)
 AW4246
 AW4246                          SUPERSEDED SURVEY CONTROL
 AW4246
 AW4246  NGVD 29 (??/??/92)   21.393  (m)           70.19   (f) ADJ UNCH    2 0
 AW4246
 AW4246.Superseded values are not recommended for survey control.
 AW4246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4246.See file dsdata.txt to determine how the superseded data were derived.
 AW4246
 AW4246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN435634(NAD 83)
 AW4246_MARKER: DB = BENCH MARK DISK
 AW4246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4246_SP_SET: FOUNDATION
 AW4246_STAMPING: W 1214 1973
 AW4246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4246
 AW4246  HISTORY     - Date     Condition        Report By
 AW4246  HISTORY     - 1973     MONUMENTED       NGS
 AW4246  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW4246  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4246  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4246  HISTORY     - 19980103 MARK NOT FOUND   USPSQD
 AW4246  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4246
 AW4246                          STATION DESCRIPTION
 AW4246
 AW4246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4246'15.6 MI NE FROM GUY.
 AW4246'7.65 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4246'HIGHWAY 36 AT GUY, THENCE 5.35 MILES NORTHEAST AND NORTHWEST ALONG
 AW4246'FARM ROAD 762, THENCE 2.6 MILES SOUTHEAST ALONG SMITHERS LAKE ROAD, AT
 AW4246'THE JUNCTION OF RABBS PRAIRIE ROAD SOUTH, IN THE TOP OF THE WEST END
 AW4246'OF THE NORTH CONCRETE FOUNDATION OF AN IRON PIPE CATTLEGUARD, 0.5 FOOT
 AW4246'EAST OF THE NORTHWEST CORNER OF THE FOUNDATION, 71 FEET SOUTH OF THE
 AW4246'CENTER LINE OF THE ROAD, 9 FEET WEST OF THE CENTER LINE OF RABBS
 AW4246'PIAIRIE ROAD, AND ABOUT LEVEL WITH THE ROADS.
 AW4246
 AW4246                          STATION RECOVERY (1986)
 AW4246
 AW4246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4246'NOT RECOVERED.
 AW4246
 AW4246                          STATION RECOVERY (1988)
 AW4246
 AW4246'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4246'MARK NOT FOUND.
 AW4246
 AW4246                          STATION RECOVERY (1996)
 AW4246
 AW4246'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4246'MARK NOT FOUND.
 AW4246
 AW4246                          STATION RECOVERY (1998)
 AW4246
 AW4246'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4246'MARK NOT FOUND.
 AW4246
 AW4246                          STATION RECOVERY (1998)
 AW4246
 AW4246'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1613 ***********************************************************************
 BL1613  DESIGNATION -  W 1215
 BL1613  PID         -  BL1613
 BL1613  STATE/COUNTY-  TX/HARRIS
 BL1613  USGS QUAD   -  HOCKLEY (1980)
 BL1613
 BL1613                         *CURRENT SURVEY CONTROL
 BL1613  ___________________________________________________________________
 BL1613* NAD 83(1986)-  30 00 56.     (N)    095 48 57.     (W)     SCALED    
 BL1613* NAVD 88     -        63.282  (meters)     207.62   (feet)  ADJUSTED  
 BL1613  ___________________________________________________________________
 BL1613  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL1613  DYNAMIC HT  -          63.196 (meters)     207.34  (feet)  COMP
 BL1613  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 BL1613
 BL1613  VERT ORDER  -  FIRST     CLASS II
 BL1613
 BL1613.The horizontal coordinates were scaled from a topographic map and have
 BL1613.an estimated accuracy of +/- 6 seconds.
 BL1613
 BL1613.The orthometric height was determined by differential leveling
 BL1613.and adjusted by the National Geodetic Survey in June 1991..
 BL1613
 BL1613.The geoid height was determined by GEOID03.
 BL1613
 BL1613.The dynamic height is computed by dividing the NAVD 88
 BL1613.geopotential number by the normal gravity value computed on the
 BL1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1613.degrees latitude (g = 980.6199 gals.).
 BL1613
 BL1613.The modeled gravity was interpolated from observed gravity values.
 BL1613
 BL1613;                    North         East    Units  Estimated Accuracy
 BL1613;SPC TXSC     - 4,246,030.      907,120.      MT  (+/- 180 meters Scaled)
 BL1613
 BL1613                          SUPERSEDED SURVEY CONTROL
 BL1613
 BL1613  NGVD 29 (12/23/87)   63.275  (m)          207.59   (f) ADJUSTED    1 2
 BL1613
 BL1613.Superseded values are not recommended for survey control.
 BL1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1613.See file dsdata.txt to determine how the superseded data were derived.
 BL1613
 BL1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP284238(NAD 83)
 BL1613_MARKER: DB = BENCH MARK DISK
 BL1613_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1613_SP_SET: COPPER-CLAD STEEL ROD
 BL1613_STAMPING: W 1215 1973
 BL1613_MARK LOGO: NGS   
 BL1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1613+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 BL1613
 BL1613  HISTORY     - Date     Condition        Report By
 BL1613  HISTORY     - 1973     MONUMENTED       NGS
 BL1613  HISTORY     - 1978     GOOD             NGS
 BL1613  HISTORY     - 1986     GOOD             NGS
 BL1613  HISTORY     - 1987     GOOD             USPSQD
 BL1613  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1613  HISTORY     - 19940326 GOOD             USPSQD
 BL1613  HISTORY     - 20060409 GOOD             GEOCAC
 BL1613
 BL1613                          STATION DESCRIPTION
 BL1613
 BL1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1613'2 MI SE FROM HOCKLEY.
 BL1613'ABOUT 2 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF US
 BL1613'HIGHWAY 290 AND HEGAR RD., AT THE JUNCTION OF US HIGHWAY 290 AND
 BL1613'KATY-HOCKLEY RD., 89.5 FEET WEST OF THE CENTER LINE OF KATY-HOCKLEY
 BL1613'RD., 42.9 FEET SOUTH OF THE SOUTH RAIL, 4.5 FEET NORTH OF A FENCE, 2.4
 BL1613'FEET WEST OF A TELEPHONE POLE, 1.3 FEET EAST OF A METAL WITNESS POST,
 BL1613'3 FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK SET ON TOP OF A
 BL1613'5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE
 BL1613'FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 BL1613
 BL1613                          STATION RECOVERY (1978)
 BL1613
 BL1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1613'RECOVERED IN GOOD CONDITION.
 BL1613
 BL1613                          STATION RECOVERY (1986)
 BL1613
 BL1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1613'RECOVERED IN GOOD CONDITION.
 BL1613
 BL1613                          STATION RECOVERY (1987)
 BL1613
 BL1613'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 BL1613'RECOVERED IN GOOD CONDITION.
 BL1613
 BL1613                          STATION RECOVERY (1987)
 BL1613
 BL1613'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1613'MARK NOT FOUND.
 BL1613
 BL1613                          STATION RECOVERY (1994)
 BL1613
 BL1613'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1613'RECOVERED IN GOOD CONDITION.
 BL1613
 BL1613                          STATION RECOVERY (2006)
 BL1613
 BL1613'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 BL1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0327 ***********************************************************************
 AW0327  DESIGNATION -  W 1217
 AW0327  PID         -  AW0327
 AW0327  STATE/COUNTY-  TX/HARRIS
 AW0327  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0327
 AW0327                         *CURRENT SURVEY CONTROL
 AW0327  ___________________________________________________________________
 AW0327* NAD 83(1986)-  29 47 01.     (N)    095 26 27.     (W)     SCALED    
 AW0327* NAVD 88     -        18.510  (meters)      60.73   (feet)  ADJUSTED  
 AW0327  ___________________________________________________________________
 AW0327  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW0327  DYNAMIC HT  -          18.485 (meters)      60.65  (feet)  COMP
 AW0327  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AW0327  OBS GRAVITY -     979,285.0   (mgal)                       GRAV_OBS
 AW0327
 AW0327  VERT ORDER  -  FIRST     CLASS I
 AW0327
 AW0327.The horizontal coordinates were scaled from a topographic map and have
 AW0327.an estimated accuracy of +/- 6 seconds.
 AW0327
 AW0327.The orthometric height was determined by differential leveling
 AW0327.and adjusted by the National Geodetic Survey in June 1991..
 AW0327
 AW0327.The geoid height was determined by GEOID03.
 AW0327
 AW0327.The dynamic height is computed by dividing the NAVD 88
 AW0327.geopotential number by the normal gravity value computed on the
 AW0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0327.degrees latitude (g = 980.6199 gals.).
 AW0327
 AW0327.The modeled gravity was interpolated from observed gravity values.
 AW0327.The observed gravity was obtained from relative gravimeter ties
 AW0327.to the IGSN71 gravity network.
 AW0327
 AW0327;                    North         East    Units  Estimated Accuracy
 AW0327;SPC TXSC     - 4,221,380.      944,060.      MT  (+/- 180 meters Scaled)
 AW0327
 AW0327                          SUPERSEDED SURVEY CONTROL
 AW0327
 AW0327  NGVD 29 (12/23/87)   18.505  (m)           60.71   (f) ADJUSTED    1 1
 AW0327
 AW0327.Superseded values are not recommended for survey control.
 AW0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0327.See file dsdata.txt to determine how the superseded data were derived.
 AW0327
 AW0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN640973(NAD 83)
 AW0327_MARKER: DB = BENCH MARK DISK
 AW0327_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW0327+WITH SETTING: INFORMATION.
 AW0327_SP_SET: SHALLOW-SET METAL ROD
 AW0327_STAMPING: W 1217 1973
 AW0327_MARK LOGO: NGS   
 AW0327_PROJECTION: PROJECTING 6 CENTIMETERS
 AW0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0327_ROD/PIPE-DEPTH: 1.2  meters
 AW0327
 AW0327  HISTORY     - Date     Condition        Report By
 AW0327  HISTORY     - 1973     MONUMENTED       NGS
 AW0327  HISTORY     - 1976     GOOD             NGS
 AW0327  HISTORY     - 1976     GOOD             NGS
 AW0327  HISTORY     - 1978     GOOD             NGS
 AW0327  HISTORY     - 1983     GOOD             NGS
 AW0327  HISTORY     - 1986     GOOD             NGS
 AW0327  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW0327  HISTORY     - 19931023 GOOD             USPSQD
 AW0327
 AW0327                          STATION DESCRIPTION
 AW0327
 AW0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0327'5.4 MI W FROM HOUSTON.
 AW0327'ABOUT 5.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0327'SWITCH CONTROL BUILDING NO. 108 AT HOUSTON, ABOUT 112.7 FEET SOUTH OF
 AW0327'AND ACROSS FROM A PAVED ROAD FROM THE SOUTH RAIL, 37 FEET SOUTH OF THE
 AW0327'CENTER LINE OF A PAVED ROAD, 17.6 FEET SOUTHEAST OF A 24-INCH PINE
 AW0327'TREE, 17.4 FEET NORTH OF AN EAST-WEST FENCE, 104.1 FEET SOUTH OF AND
 AW0327'ACROSS FROM A PAVED ROAD FROM A SEMAPHORE, 1 FOOT WEST OF A METAL
 AW0327'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IS A DISK
 AW0327'SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD AND
 AW0327'PROTECTED BY A 6-INCH STEEL PIPE WHICH PROJECTS 0.2 FOOT.
 AW0327
 AW0327                          STATION RECOVERY (1976)
 AW0327
 AW0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0327'RECOVERED IN GOOD CONDITION.
 AW0327
 AW0327                          STATION RECOVERY (1976)
 AW0327
 AW0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0327'RECOVERED IN GOOD CONDITION.
 AW0327
 AW0327                          STATION RECOVERY (1978)
 AW0327
 AW0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0327'RECOVERED IN GOOD CONDITION.
 AW0327
 AW0327                          STATION RECOVERY (1983)
 AW0327
 AW0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0327'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0327'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0327'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0327'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0327'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 8.9 KM (5.55 MI) WEST-NORTHWEST
 AW0327'ALONG THE RAILROAD TO A POINT SOUTH OF AND ACROSS A PAVED ROAD FROM
 AW0327'THE SOUTHWEST CORNER OF THE GENERAL WELDING WORKS INCORPORATED
 AW0327'BUILDING, 60.96 METERS (200.0 FT) WEST OF THE EXTENDED CENTER OF AN
 AW0327'ENTRANCE LEADING NORTH ACROSS THE TRACKS TO THE GENERAL WELDING WORKS
 AW0327'OFFICE (6800 OLD KATY ROAD), 34.14 METERS (112.0 FT) SOUTH OF THE
 AW0327'SOUTH RAIL OF THE TRACKS, 31.7 METERS (104.0 FT) SOUTH OF A SEMAPHORE,
 AW0327'5.18 METERS (17.0 FT) NORTH OF AN EAST-WEST FENCE, AND 4.27 METERS
 AW0327'(14.0 FT) WEST OF AN EXTENDED LINE OF THE WEST WALL OF THE GENERAL
 AW0327'WELDING BUILDING.
 AW0327'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AW0327'THE MARK IS 0.4 M BELOW TRACKS.
 AW0327
 AW0327                          STATION RECOVERY (1986)
 AW0327
 AW0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0327'RECOVERED IN GOOD CONDITION.
 AW0327
 AW0327                          STATION RECOVERY (1991)
 AW0327
 AW0327'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AW0327'MARK NOT FOUND.
 AW0327
 AW0327                          STATION RECOVERY (1993)
 AW0327
 AW0327'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0440 ***********************************************************************
 AW0440  DESIGNATION -  W 1219
 AW0440  PID         -  AW0440
 AW0440  STATE/COUNTY-  TX/GALVESTON
 AW0440  USGS QUAD   -  GALVESTON (1994)
 AW0440
 AW0440                         *CURRENT SURVEY CONTROL
 AW0440  ___________________________________________________________________
 AW0440* NAD 83(1986)-  29 17 50.     (N)    094 49 23.     (W)     SCALED    
 AW0440* NAVD 88     -         1.752  (meters)       5.75   (feet)  ADJUSTED  
 AW0440  ___________________________________________________________________
 AW0440  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0440  DYNAMIC HT  -           1.750 (meters)       5.74  (feet)  COMP
 AW0440  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 AW0440
 AW0440  VERT ORDER  -  FIRST     CLASS I
 AW0440
 AW0440.The horizontal coordinates were scaled from a topographic map and have
 AW0440.an estimated accuracy of +/- 6 seconds.
 AW0440
 AW0440.The orthometric height was determined by differential leveling
 AW0440.and adjusted by the National Geodetic Survey in June 1991..
 AW0440
 AW0440.The geoid height was determined by GEOID03.
 AW0440
 AW0440.The dynamic height is computed by dividing the NAVD 88
 AW0440.geopotential number by the normal gravity value computed on the
 AW0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0440.degrees latitude (g = 980.6199 gals.).
 AW0440
 AW0440.The modeled gravity was interpolated from observed gravity values.
 AW0440
 AW0440;                    North         East    Units  Estimated Accuracy
 AW0440;SPC TXSC     - 4,169,480.    1,005,690.      MT  (+/- 180 meters Scaled)
 AW0440
 AW0440                          SUPERSEDED SURVEY CONTROL
 AW0440
 AW0440  NGVD 29 (12/23/87)    1.749  (m)            5.74   (f) ADJUSTED    1 1
 AW0440
 AW0440.Superseded values are not recommended for survey control.
 AW0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0440.See file dsdata.txt to determine how the superseded data were derived.
 AW0440
 AW0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN229422(NAD 83)
 AW0440_MARKER: DB = BENCH MARK DISK
 AW0440_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0440_SP_SET: COPPER-CLAD STEEL ROD
 AW0440_STAMPING: W 1219 1973
 AW0440_MARK LOGO: NGS   
 AW0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0440
 AW0440  HISTORY     - Date     Condition        Report By
 AW0440  HISTORY     - 1973     MONUMENTED       NGS
 AW0440  HISTORY     - 1976     GOOD             NGS
 AW0440  HISTORY     - 1976     GOOD             NGS
 AW0440  HISTORY     - 1978     GOOD             NGS
 AW0440  HISTORY     - 1987     GOOD             USPSQD
 AW0440  HISTORY     - 1987     GOOD             NGS
 AW0440  HISTORY     - 1988     GOOD             USPSQD
 AW0440  HISTORY     - 1989     GOOD             USPSQD
 AW0440  HISTORY     - 1990     GOOD             USPSQD
 AW0440  HISTORY     - 19910406 GOOD             USPSQD
 AW0440  HISTORY     - 19950722 GOOD             USPSQD
 AW0440  HISTORY     - 20010730 GOOD             NGS
 AW0440
 AW0440                          STATION DESCRIPTION
 AW0440
 AW0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0440'IN GALVESTON.
 AW0440'AT GALVESTON, ALONG THE GALVESTON, HOUSTON AND HENDERSON RAILROAD,
 AW0440'0.15 MILE EAST OF THE 51ST STREET VIADUCT AND BENCH MARK C 1186, AT
 AW0440'THE CROSSING OF A SPUR TRACK SOUTHEAST, 1.9 FEET SOUTHEAST OF THE
 AW0440'SOUTHWEST CORNER OF A CYCLONE FENCE AROUND G. MITCHELL AND ASSOCIATES
 AW0440'INC. STORAGE TANKS, 102.8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 AW0440'TRACK, 24.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SPUR TRACK,
 AW0440'0.7 FOOT SOUTH OF THE FENCE, 16.8 FEET WEST OF THE WEST END OF A METAL
 AW0440'GATE, 82 FEET EAST AND ACROSS THE SPUR TRACK FROM POWER POLE 593, 75.5
 AW0440'FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE CONCRETE BASE OF A
 AW0440'SEMAPHORE, 1.5 FEET WEST OF A WITNESS POST, A DISK ON THE TOP OF A
 AW0440'COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 96 FEET. THE
 AW0440'UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.1
 AW0440'FOOT ABOVE THE GROUND.
 AW0440
 AW0440                          STATION RECOVERY (1976)
 AW0440
 AW0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0440'RECOVERED IN GOOD CONDITION.
 AW0440
 AW0440                          STATION RECOVERY (1976)
 AW0440
 AW0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0440'RECOVERED IN GOOD CONDITION.
 AW0440
 AW0440                          STATION RECOVERY (1978)
 AW0440
 AW0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0440'RECOVERED IN GOOD CONDITION.
 AW0440
 AW0440                          STATION RECOVERY (1987)
 AW0440
 AW0440'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0440'RECOVERED IN GOOD CONDITION.
 AW0440
 AW0440                          STATION RECOVERY (1987)
 AW0440
 AW0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0440'RECOVERED IN GOOD CONDITION.
 AW0440
 AW0440                          STATION RECOVERY (1988)
 AW0440
 AW0440'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0440'RECOVERED IN GOOD CONDITION.
 AW0440
 AW0440                          STATION RECOVERY (1989)
 AW0440
 AW0440'RECOVERY NOTE BY US POWER SQUADRON 1989 (TC)
 AW0440'RECOVERED IN GOOD CONDITION.
 AW0440
 AW0440                          STATION RECOVERY (1990)
 AW0440
 AW0440'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0440'RECOVERED IN GOOD CONDITION.
 AW0440
 AW0440                          STATION RECOVERY (1991)
 AW0440
 AW0440'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0440'RECOVERED IN GOOD CONDITION.
 AW0440
 AW0440                          STATION RECOVERY (1995)
 AW0440
 AW0440'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0440'RECOVERED IN GOOD CONDITION.
 AW0440
 AW0440                          STATION RECOVERY (2001)
 AW0440
 AW0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0440'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1838 ***********************************************************************
 AX1838  DESIGNATION -  W 122
 AX1838  PID         -  AX1838
 AX1838  STATE/COUNTY-  TX/DE WITT
 AX1838  USGS QUAD   -  CUERO (1987)
 AX1838
 AX1838                         *CURRENT SURVEY CONTROL
 AX1838  ___________________________________________________________________
 AX1838* NAD 83(1986)-  29 05 30.     (N)    097 17 20.     (W)     SCALED    
 AX1838* NAVD 88     -        56.49   (+/-2cm)     185.3    (feet)  VERTCON   
 AX1838  ___________________________________________________________________
 AX1838  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1838
 AX1838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1838
 AX1838.The horizontal coordinates were scaled from a topographic map and have
 AX1838.an estimated accuracy of +/- 6 seconds.
 AX1838
 AX1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1838.The vertical order pertains to the NGVD 29 superseded value.
 AX1838
 AX1838.The geoid height was determined by GEOID03.
 AX1838
 AX1838;                    North         East    Units  Estimated Accuracy
 AX1838;SPC TXSC     - 4,140,680.      766,550.      MT  (+/- 180 meters Scaled)
 AX1838
 AX1838                          SUPERSEDED SURVEY CONTROL
 AX1838
 AX1838  NGVD 29 (??/??/92)   56.502  (m)          185.37   (f) ADJ UNCH    2 0
 AX1838
 AX1838.Superseded values are not recommended for survey control.
 AX1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1838.See file dsdata.txt to determine how the superseded data were derived.
 AX1838
 AX1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT665193(NAD 83)
 AX1838_MARKER: DB = BENCH MARK DISK
 AX1838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1838_SP_SET: PILLAR BASE
 AX1838_STAMPING: W 122 1933
 AX1838_MARK LOGO: CGS   
 AX1838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1838
 AX1838  HISTORY     - Date     Condition        Report By
 AX1838  HISTORY     - 1933     MONUMENTED       CGS
 AX1838  HISTORY     - 1943     GOOD             NGS
 AX1838  HISTORY     - 19990914 GOOD             TXDOT
 AX1838  HISTORY     - 20010331 GOOD             NGS
 AX1838
 AX1838                          STATION DESCRIPTION
 AX1838
 AX1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1838'IN CUERO.
 AX1838'AT CUERO, DE WITT COUNTY, AT THE COUNTY COURTHOUSE, 8 FEET SOUTH OF
 AX1838'THE MIDDLE OF THE WEST ENTRANCE, IN THE WEST FACE OF THE STONE BASE OF
 AX1838'A PILLAR, AND ABOUT 4 FEET HIGHER THAN THE GROUND.  A STANDARD DISK,
 AX1838'STAMPED W 122 1933 AND SET VERTICALLY.
 AX1838
 AX1838                          STATION RECOVERY (1999)
 AX1838
 AX1838'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AX1838'RECOVERED AS DESCRIBED.
 AX1838
 AX1838                          STATION RECOVERY (2001)
 AX1838
 AX1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1838'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4161 ***********************************************************************
 AW4161  DESIGNATION -  W 1220
 AW4161  PID         -  AW4161
 AW4161  STATE/COUNTY-  TX/BRAZORIA
 AW4161  USGS QUAD   -  DAMON (1980)
 AW4161
 AW4161                         *CURRENT SURVEY CONTROL
 AW4161  ___________________________________________________________________
 AW4161* NAD 83(1986)-  29 17 25.     (N)    095 43 45.     (W)     SCALED    
 AW4161* NAVD 88     -        21.91   (+/-2cm)      71.9    (feet)  VERTCON   
 AW4161  ___________________________________________________________________
 AW4161  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW4161
 AW4161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4161
 AW4161.The horizontal coordinates were scaled from a topographic map and have
 AW4161.an estimated accuracy of +/- 6 seconds.
 AW4161
 AW4161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4161.The vertical order pertains to the NGVD 29 superseded value.
 AW4161
 AW4161.The geoid height was determined by GEOID03.
 AW4161
 AW4161;                    North         East    Units  Estimated Accuracy
 AW4161;SPC TXSC     - 4,165,910.      917,730.      MT  (+/- 180 meters Scaled)
 AW4161
 AW4161                          SUPERSEDED SURVEY CONTROL
 AW4161
 AW4161  NGVD 29 (??/??/92)   21.912  (m)           71.89   (f) ADJ UNCH    2 0
 AW4161
 AW4161.Superseded values are not recommended for survey control.
 AW4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4161.See file dsdata.txt to determine how the superseded data were derived.
 AW4161
 AW4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN348432(NAD 83)
 AW4161_MARKER: DB = BENCH MARK DISK
 AW4161_SETTING: 0 = UNSPECIFIED SETTING
 AW4161_STAMPING: W 1220 1973
 AW4161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4161+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW4161
 AW4161  HISTORY     - Date     Condition        Report By
 AW4161  HISTORY     - 1973     MONUMENTED       NGS
 AW4161  HISTORY     - 1987     GOOD             USPSQD
 AW4161  HISTORY     - 1988     GOOD             USPSQD
 AW4161  HISTORY     - 1989     GOOD             USPSQD
 AW4161  HISTORY     - 1989     GOOD             USPSQD
 AW4161  HISTORY     - 19940416 GOOD             USPSQD
 AW4161  HISTORY     - 20041109 GOOD             USPSQD
 AW4161
 AW4161                          STATION DESCRIPTION
 AW4161
 AW4161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4161'IN DAMON.
 AW4161'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF MULCAHY
 AW4161'STREET AT DAMON, AT THE NORTH CORNER OF BRYAN STREET AND A COUNTY
 AW4161'ROAD, 110 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 AW4161'AND 0.9 FOOT NORTH OF THE SOUTH CORNER OF THE FOUNDATION OF TRUCK
 AW4161'SCALES OF A COTTON GIN, 25.1 FEET SOUTH OF THE SOUTH CORNER OF THE
 AW4161'SCALES OFFICE BUILDING, 0.7 FOOT SOUTH OF THE SOUTH CORNER OF THE
 AW4161'SCALES PLATFORM, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4161
 AW4161                          STATION RECOVERY (1987)
 AW4161
 AW4161'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4161'RECOVERED IN GOOD CONDITION.
 AW4161
 AW4161                          STATION RECOVERY (1988)
 AW4161
 AW4161'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4161'RECOVERED IN GOOD CONDITION.
 AW4161
 AW4161                          STATION RECOVERY (1989)
 AW4161
 AW4161'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4161'RECOVERED IN GOOD CONDITION.
 AW4161
 AW4161                          STATION RECOVERY (1989)
 AW4161
 AW4161'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4161'RECOVERED IN GOOD CONDITION.
 AW4161
 AW4161                          STATION RECOVERY (1994)
 AW4161
 AW4161'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4161'RECOVERED IN GOOD CONDITION.
 AW4161
 AW4161                          STATION RECOVERY (2004)
 AW4161
 AW4161'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0673 ***********************************************************************
 BM0673  DESIGNATION -  W 1221
 BM0673  PID         -  BM0673
 BM0673  STATE/COUNTY-  TX/TRAVIS
 BM0673  USGS QUAD   -  MONTOPOLIS (1988)
 BM0673
 BM0673                         *CURRENT SURVEY CONTROL
 BM0673  ___________________________________________________________________
 BM0673* NAD 83(1986)-  30 12 07.     (N)    097 38 15.     (W)     SCALED    
 BM0673* NAVD 88     -       138.104  (meters)     453.10   (feet)  ADJUSTED  
 BM0673  ___________________________________________________________________
 BM0673  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BM0673  DYNAMIC HT  -         137.916 (meters)     452.48  (feet)  COMP
 BM0673  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 BM0673
 BM0673  VERT ORDER  -  FIRST     CLASS I
 BM0673
 BM0673.The horizontal coordinates were scaled from a topographic map and have
 BM0673.an estimated accuracy of +/- 6 seconds.
 BM0673
 BM0673.The orthometric height was determined by differential leveling
 BM0673.and adjusted by the National Geodetic Survey in June 1991..
 BM0673.WARNING-Repeat measurements at this control monument indicate possible
 BM0673.vertical movement.
 BM0673
 BM0673.The geoid height was determined by GEOID03.
 BM0673
 BM0673.The dynamic height is computed by dividing the NAVD 88
 BM0673.geopotential number by the normal gravity value computed on the
 BM0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0673.degrees latitude (g = 980.6199 gals.).
 BM0673
 BM0673.The modeled gravity was interpolated from observed gravity values.
 BM0673
 BM0673;                    North         East    Units  Estimated Accuracy
 BM0673;SPC TX C     - 3,062,490.      959,550.      MT  (+/- 180 meters Scaled)
 BM0673
 BM0673                          SUPERSEDED SURVEY CONTROL
 BM0673
 BM0673  NGVD 29 (??/??/92)  138.026  (m)          452.84   (f) ADJ UNCH    1 1
 BM0673
 BM0673.Superseded values are not recommended for survey control.
 BM0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0673.See file dsdata.txt to determine how the superseded data were derived.
 BM0673
 BM0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU311419(NAD 83)
 BM0673_MARKER: DB = BENCH MARK DISK
 BM0673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0673_SP_SET: 16.0 FT
 BM0673_STAMPING: W 1221 1973
 BM0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0673+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 BM0673
 BM0673  HISTORY     - Date     Condition        Report By
 BM0673  HISTORY     - 1973     MONUMENTED       NGS
 BM0673  HISTORY     - 1978     GOOD             NGS
 BM0673  HISTORY     - 1989     GOOD             USPSQD
 BM0673  HISTORY     - 1989     GOOD             USPSQD
 BM0673  HISTORY     - 1991     GOOD             USPSQD
 BM0673  HISTORY     - 19980718 GOOD             USPSQD
 BM0673  HISTORY     - 20010224 GOOD             USPSQD
 BM0673  HISTORY     - 20030308 GOOD             USPSQD
 BM0673  HISTORY     - 20040612 GOOD             USPSQD
 BM0673
 BM0673                          STATION DESCRIPTION
 BM0673
 BM0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0673'1.45 MI SE FROM DEL VALLE.
 BM0673'ABOUT 1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM THE MAIN
 BM0673'ENTRANCE AND PRESIDENTIAL BLVD. UNDERPASS TO THE BERGSTROM AIRFORCE
 BM0673'BASE AT DEL VALLE, 165.0 FEET NORTHEAST OF THE NORTH CORNER OF LA MAR
 BM0673'SCHOOL WHICH IS A BRICK BUILDING, 123.0 FEET EAST OF THE CENTER LINE
 BM0673'OF FARM ROAD 973, 85.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BM0673'SOUTHWEST LANE OF ST HIGHWAY 71, 6.4 FEET EAST OF THE EAST CORNER OF A
 BM0673'SIDEWALK, 4.5 FEET EAST OF A 24-INCH HACKBERRY TREE, 3.5 FEET
 BM0673'NORTHWEST OF A POWER POLE, 0.6 MILES SOUTHEAST OF V 1221, 1.3 FEET
 BM0673'SOUTHWEST OF A METAL WITNESS POST AND IS A DISK ON TOP OF A COPPER
 BM0673'COATED STEEL ROD FLUSH WITH THE GROUND PROTECTED BY A 6-INCH IRON
 BM0673'PIPE.  THE ROD WAS DRIVEN TO A REFUSAL OF 16.0 FEET.
 BM0673
 BM0673                          STATION RECOVERY (1978)
 BM0673
 BM0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0673'RECOVERED IN GOOD CONDITION.
 BM0673
 BM0673                          STATION RECOVERY (1989)
 BM0673
 BM0673'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0673'RECOVERED IN GOOD CONDITION.
 BM0673
 BM0673                          STATION RECOVERY (1989)
 BM0673
 BM0673'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0673'RECOVERED IN GOOD CONDITION.
 BM0673
 BM0673                          STATION RECOVERY (1991)
 BM0673
 BM0673'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0673'RECOVERED IN GOOD CONDITION.
 BM0673
 BM0673                          STATION RECOVERY (1998)
 BM0673
 BM0673'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0673'RECOVERED IN GOOD CONDITION.
 BM0673
 BM0673                          STATION RECOVERY (2001)
 BM0673
 BM0673'RECOVERY NOTE BY US POWER SQUADRON 2001 (MJW)
 BM0673'RECOVERED IN GOOD CONDITION.
 BM0673
 BM0673                          STATION RECOVERY (2003)
 BM0673
 BM0673'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0673'RECOVERED IN GOOD CONDITION.
 BM0673
 BM0673                          STATION RECOVERY (2004)
 BM0673
 BM0673'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0590 ***********************************************************************
 BM0590  DESIGNATION -  W 1222
 BM0590  PID         -  BM0590
 BM0590  STATE/COUNTY-  TX/TRAVIS
 BM0590  USGS QUAD   -  AUSTIN WEST (1988)
 BM0590
 BM0590                         *CURRENT SURVEY CONTROL
 BM0590  ___________________________________________________________________
 BM0590* NAD 83(1986)-  30 16 18.     (N)    097 47 10.     (W)     SCALED    
 BM0590* NAVD 88     -       166.136  (meters)     545.06   (feet)  ADJUSTED  
 BM0590  ___________________________________________________________________
 BM0590  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BM0590  DYNAMIC HT  -         165.908 (meters)     544.32  (feet)  COMP
 BM0590  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 BM0590
 BM0590  VERT ORDER  -  FIRST     CLASS I
 BM0590
 BM0590.The horizontal coordinates were scaled from a topographic map and have
 BM0590.an estimated accuracy of +/- 6 seconds.
 BM0590
 BM0590.The orthometric height was determined by differential leveling
 BM0590.and adjusted by the National Geodetic Survey in June 1991..
 BM0590
 BM0590.The geoid height was determined by GEOID03.
 BM0590
 BM0590.The dynamic height is computed by dividing the NAVD 88
 BM0590.geopotential number by the normal gravity value computed on the
 BM0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0590.degrees latitude (g = 980.6199 gals.).
 BM0590
 BM0590.The modeled gravity was interpolated from observed gravity values.
 BM0590
 BM0590;                    North         East    Units  Estimated Accuracy
 BM0590;SPC TX C     - 3,069,880.      945,070.      MT  (+/- 180 meters Scaled)
 BM0590
 BM0590                          SUPERSEDED SURVEY CONTROL
 BM0590
 BM0590  NGVD 29 (??/??/92)  166.063  (m)          544.83   (f) ADJ UNCH    1 1
 BM0590
 BM0590.Superseded values are not recommended for survey control.
 BM0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0590.See file dsdata.txt to determine how the superseded data were derived.
 BM0590
 BM0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU167495(NAD 83)
 BM0590_MARKER: DB = BENCH MARK DISK
 BM0590_SETTING: 66 = SET IN ROCK OUTCROP
 BM0590_SP_SET: OUTCROP
 BM0590_STAMPING: W 1222 1973
 BM0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0590+STABILITY: POSITION/ELEVATION WELL
 BM0590
 BM0590  HISTORY     - Date     Condition        Report By
 BM0590  HISTORY     - 1973     MONUMENTED       NGS
 BM0590  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BM0590  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BM0590  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0590  HISTORY     - 19980614 MARK NOT FOUND   USPSQD
 BM0590
 BM0590                          STATION DESCRIPTION
 BM0590
 BM0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0590'1.9 MI SE FROM WEST LAKE HILLS.
 BM0590'ABOUT 1.9 MILES SOUTHEAST ALONG RANCH ROAD 2244 WHICH IS THE BEE CAVE
 BM0590'ROAD FROM THE EANES ELEMENTARY SCHOOL AT WEST LAKE HILLS, 0.45 MILES
 BM0590'NORTHWEST OF THE PARK HILLS BAPTIST CHURCH INSIDE AND NEAR THE SOUTH
 BM0590'END OF A LONG S-SHAPED CURVE, 47.0 FEET WEST OF THE CENTER LINE OF
 BM0590'RANCH ROAD 2244, 16.0 FEET WEST OF A STEEL POST BEARING A SIGN CURVE
 BM0590'40 MPH, 5.5 FEET EAST OF A FENCE ON TOP OF A BANK CUT, SET IN TOP OF A
 BM0590'ROCK OUTCROP IN THE EAST SLOPE OF THE CUT, 0.8 MILES SOUTHEAST OF THE
 BM0590'BENCH MARK V 1222, ABOUT 8.0 FEET ABOVE THE ROAD.
 BM0590
 BM0590                          STATION RECOVERY (1983)
 BM0590
 BM0590'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0590'MARK NOT FOUND.
 BM0590
 BM0590                          STATION RECOVERY (1989)
 BM0590
 BM0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDM)
 BM0590'MARK NOT FOUND.
 BM0590
 BM0590                          STATION RECOVERY (1990)
 BM0590
 BM0590'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0590'MARK NOT FOUND.
 BM0590
 BM0590                          STATION RECOVERY (1998)
 BM0590
 BM0590'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1461 ***********************************************************************
 AX1461  DESIGNATION -  W 1223
 AX1461  PID         -  AX1461
 AX1461  STATE/COUNTY-  TX/FAYETTE
 AX1461  USGS QUAD   -  WEST POINT (1981)
 AX1461
 AX1461                         *CURRENT SURVEY CONTROL
 AX1461  ___________________________________________________________________
 AX1461* NAD 83(1986)-  29 56 59.     (N)    097 00 54.     (W)     SCALED    
 AX1461* NAVD 88     -        88.158  (meters)     289.23   (feet)  ADJUSTED  
 AX1461  ___________________________________________________________________
 AX1461  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AX1461  DYNAMIC HT  -          88.038 (meters)     288.84  (feet)  COMP
 AX1461  MODELED GRAV-     979,279.0   (mgal)                       NAVD 88
 AX1461
 AX1461  VERT ORDER  -  FIRST     CLASS I
 AX1461
 AX1461.The horizontal coordinates were scaled from a topographic map and have
 AX1461.an estimated accuracy of +/- 6 seconds.
 AX1461
 AX1461.The orthometric height was determined by differential leveling
 AX1461.and adjusted by the National Geodetic Survey in June 1991..
 AX1461
 AX1461.The geoid height was determined by GEOID03.
 AX1461
 AX1461.The dynamic height is computed by dividing the NAVD 88
 AX1461.geopotential number by the normal gravity value computed on the
 AX1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1461.degrees latitude (g = 980.6199 gals.).
 AX1461
 AX1461.The modeled gravity was interpolated from observed gravity values.
 AX1461
 AX1461;                    North         East    Units  Estimated Accuracy
 AX1461;SPC TXSC     - 4,236,180.      791,600.      MT  (+/- 180 meters Scaled)
 AX1461
 AX1461                          SUPERSEDED SURVEY CONTROL
 AX1461
 AX1461  NGVD 29 (??/??/92)   88.107  (m)          289.06   (f) ADJ UNCH    1 1
 AX1461
 AX1461.Superseded values are not recommended for survey control.
 AX1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1461.See file dsdata.txt to determine how the superseded data were derived.
 AX1461
 AX1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU915148(NAD 83)
 AX1461_MARKER: DB = BENCH MARK DISK
 AX1461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1461_SP_SET: CULVERT
 AX1461_STAMPING: W 1223 1973
 AX1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1461
 AX1461  HISTORY     - Date     Condition        Report By
 AX1461  HISTORY     - 1973     MONUMENTED       NGS
 AX1461  HISTORY     - 1978     GOOD             NGS
 AX1461  HISTORY     - 19910608 GOOD             USPSQD
 AX1461
 AX1461                          STATION DESCRIPTION
 AX1461
 AX1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1461'3.05 MI W FROM PLUM.
 AX1461'3.05 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1461'CROSSING OF AN ASPHALT ROAD AT PLUM, 0.1 MILE WEST OF A PRIVATE ROAD
 AX1461'CROSSING, 0.15 MILE WEST OF A DOUBLE POLE POWER LINE CROSSING, AT THE
 AX1461'CROSSING OF A SMALL CREEK, 11 1/2 POLES EAST OF MILE POLE 979, IN THE
 AX1461'TOP AND 0.9 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL
 AX1461'OF A LARGE TRIPPLE BOX CULVERT, 8.6 FEET SOUTH OF THE SOUTH RAIL, AND
 AX1461'ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 AX1461
 AX1461                          STATION RECOVERY (1978)
 AX1461
 AX1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1461'RECOVERED IN GOOD CONDITION.
 AX1461
 AX1461                          STATION RECOVERY (1991)
 AX1461
 AX1461'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AX1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0433 ***********************************************************************
 BM0433  DESIGNATION -  W 1225
 BM0433  PID         -  BM0433
 BM0433  STATE/COUNTY-  TX/BASTROP
 BM0433  USGS QUAD   -  BASTROP (1982)
 BM0433
 BM0433                         *CURRENT SURVEY CONTROL
 BM0433  ___________________________________________________________________
 BM0433* NAD 83(1986)-  30 06 19.     (N)    097 18 46.     (W)     SCALED    
 BM0433* NAVD 88     -       111.175  (meters)     364.75   (feet)  ADJUSTED  
 BM0433  ___________________________________________________________________
 BM0433  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BM0433  DYNAMIC HT  -         111.024 (meters)     364.25  (feet)  COMP
 BM0433  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 BM0433
 BM0433  VERT ORDER  -  FIRST     CLASS I
 BM0433
 BM0433.The horizontal coordinates were scaled from a topographic map and have
 BM0433.an estimated accuracy of +/- 6 seconds.
 BM0433
 BM0433.The orthometric height was determined by differential leveling
 BM0433.and adjusted by the National Geodetic Survey in June 1991..
 BM0433
 BM0433.The geoid height was determined by GEOID03.
 BM0433
 BM0433.The dynamic height is computed by dividing the NAVD 88
 BM0433.geopotential number by the normal gravity value computed on the
 BM0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0433.degrees latitude (g = 980.6199 gals.).
 BM0433
 BM0433.The modeled gravity was interpolated from observed gravity values.
 BM0433
 BM0433;                    North         East    Units  Estimated Accuracy
 BM0433;SPC TX C     - 3,052,580.      991,100.      MT  (+/- 180 meters Scaled)
 BM0433
 BM0433                          SUPERSEDED SURVEY CONTROL
 BM0433
 BM0433  NGVD 29 (??/??/92)  111.111  (m)          364.54   (f) ADJ UNCH    1 1
 BM0433
 BM0433.Superseded values are not recommended for survey control.
 BM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0433.See file dsdata.txt to determine how the superseded data were derived.
 BM0433
 BM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU625316(NAD 83)
 BM0433_MARKER: DB = BENCH MARK DISK
 BM0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0433_SP_SET: ABUTMENT
 BM0433_STAMPING: W 1225 1973
 BM0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0433+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 BM0433
 BM0433  HISTORY     - Date     Condition        Report By
 BM0433  HISTORY     - 1973     MONUMENTED       NGS
 BM0433  HISTORY     - 1978     GOOD             NGS
 BM0433  HISTORY     - 19951226 GOOD             USPSQD
 BM0433  HISTORY     - 20020917 GOOD             USPSQD
 BM0433  HISTORY     - 20031112 GOOD             USPSQD
 BM0433
 BM0433                          STATION DESCRIPTION
 BM0433
 BM0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0433'0.4 MI S FROM BASTROP.
 BM0433'ABOUT 0.4 MILES SOUTH ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 BM0433'FROM THE STATION AT BASTROP, 45.0 FEET WEST, SOUTHWEST OF THE CENTER
 BM0433'OF THE CROSSING OF WITH COLLEGE ST., 40.0 FEET WEST OF THE WEST TRACK
 BM0433'OF THE MAIN TRACK AT A CONCRETE BRIDGE OVER A DRAINAGE DITCH, 12.7
 BM0433'FEET SOUTH OF THE CENTER LINE OF COLLEGE ST. SET IN TOP OF THE SOUTH
 BM0433'END OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE.  NOTE-- THIS MARK IS
 BM0433'ALSO 0.3 MILES SOUTH ALONG THE PECAN ST. FROM THE COUNTY COURTHOUSE,
 BM0433'THENCE 0.3 MILES EAST ALONG COLLEGE STREET.
 BM0433
 BM0433                          STATION RECOVERY (1978)
 BM0433
 BM0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0433'RECOVERED IN GOOD CONDITION.
 BM0433
 BM0433                          STATION RECOVERY (1995)
 BM0433
 BM0433'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0433'RECOVERED IN GOOD CONDITION.
 BM0433
 BM0433                          STATION RECOVERY (2002)
 BM0433
 BM0433'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BM0433'RECOVERED IN GOOD CONDITION.
 BM0433
 BM0433                          STATION RECOVERY (2003)
 BM0433
 BM0433'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1089 ***********************************************************************
 AW1089  DESIGNATION -  W 1226
 AW1089  PID         -  AW1089
 AW1089  STATE/COUNTY-  TX/HARRIS
 AW1089  USGS QUAD   -  LEAGUE CITY (1995)
 AW1089
 AW1089                         *CURRENT SURVEY CONTROL
 AW1089  ___________________________________________________________________
 AW1089* NAD 83(1986)-  29 33 52.     (N)    095 07 09.     (W)     SCALED    
 AW1089* NAVD 88     -         5.732  (meters)      18.81   (feet)  ADJUSTED  
 AW1089  ___________________________________________________________________
 AW1089  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1089  DYNAMIC HT  -           5.724 (meters)      18.78  (feet)  COMP
 AW1089  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AW1089
 AW1089  VERT ORDER  -  FIRST     CLASS II
 AW1089
 AW1089.The horizontal coordinates were scaled from a topographic map and have
 AW1089.an estimated accuracy of +/- 6 seconds.
 AW1089
 AW1089.The orthometric height was determined by differential leveling
 AW1089.and adjusted by the National Geodetic Survey in March 1997..
 AW1089
 AW1089.The geoid height was determined by GEOID03.
 AW1089
 AW1089.The dynamic height is computed by dividing the NAVD 88
 AW1089.geopotential number by the normal gravity value computed on the
 AW1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1089.degrees latitude (g = 980.6199 gals.).
 AW1089
 AW1089.The modeled gravity was interpolated from observed gravity values.
 AW1089
 AW1089;                    North         East    Units  Estimated Accuracy
 AW1089;SPC TXSC     - 4,198,090.      975,950.      MT  (+/- 180 meters Scaled)
 AW1089
 AW1089                          SUPERSEDED SURVEY CONTROL
 AW1089
 AW1089  NAVD 88 (06/15/91)    5.766  (m)           18.92   (f) UNKNOWN     1 1
 AW1089  NGVD 29 (12/23/87)    5.763  (m)           18.91   (f) ADJUSTED    1 1
 AW1089
 AW1089.Superseded values are not recommended for survey control.
 AW1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1089.See file dsdata.txt to determine how the superseded data were derived.
 AW1089
 AW1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN947723(NAD 83)
 AW1089_MARKER: DV = VERTICAL CONTROL DISK
 AW1089_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1089_SP_SET: COPPER-CLAD STEEL ROD
 AW1089_STAMPING: W 1226 1976
 AW1089_MARK LOGO: NGS   
 AW1089_MAGNETIC: I = MARKER IS A STEEL ROD
 AW1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1089+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 AW1089
 AW1089  HISTORY     - Date     Condition        Report By
 AW1089  HISTORY     - 1976     MONUMENTED       NGS
 AW1089  HISTORY     - 1978     GOOD             NGS
 AW1089  HISTORY     - 1983     GOOD             NGS
 AW1089  HISTORY     - 1987     GOOD             NGS
 AW1089  HISTORY     - 1989     GOOD             USPSQD
 AW1089  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1089  HISTORY     - 19910216 GOOD             USPSQD
 AW1089  HISTORY     - 19931122 GOOD             USPSQD
 AW1089  HISTORY     - 19961203 GOOD             NGS
 AW1089  HISTORY     - 20010127 GOOD             USPSQD
 AW1089  HISTORY     - 20020310 GOOD             USPSQD
 AW1089  HISTORY     - 20031105 GOOD             USPSQD
 AW1089
 AW1089                          STATION DESCRIPTION
 AW1089
 AW1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1089'2.65 MI NW FROM WEBSTER.
 AW1089'1 MI NW ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF NASA 1 AT WEBSTER,
 AW1089'THENCE 1.3 MI NE ALONG BAY AREA BLVD, THENCE 0.3 MI WEST ALONG RESEDA
 AW1089'DRIVE, THENCE 0.05 MI SOUTH ALONG A PAVED DRIVE TO THE MAINTENANCE
 AW1089'YARD OF THE CLEAR LAKE COUNTY CLUB, 9.5 FEET WEST OF THE CENTER OF THE
 AW1089'DRIVE, 2.5 FEET NORTH OF A CONCRETE BLOCK WALL SURROUNDING THE
 AW1089'MAINTENANCE YARD.
 AW1089
 AW1089                          STATION RECOVERY (1978)
 AW1089
 AW1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1089'RECOVERED IN GOOD CONDITION.
 AW1089
 AW1089                          STATION RECOVERY (1983)
 AW1089
 AW1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1089'RECOVERED IN GOOD CONDITION.
 AW1089
 AW1089                          STATION RECOVERY (1987)
 AW1089
 AW1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1089'RECOVERED IN GOOD CONDITION.
 AW1089
 AW1089                          STATION RECOVERY (1989)
 AW1089
 AW1089'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1089'RECOVERED IN GOOD CONDITION.
 AW1089
 AW1089                          STATION RECOVERY (1989)
 AW1089
 AW1089'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1089'MARK NOT FOUND.
 AW1089
 AW1089                          STATION RECOVERY (1991)
 AW1089
 AW1089'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1089'RECOVERED IN GOOD CONDITION.
 AW1089
 AW1089                          STATION RECOVERY (1993)
 AW1089
 AW1089'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1089'RECOVERED IN GOOD CONDITION.
 AW1089
 AW1089                          STATION RECOVERY (1996)
 AW1089
 AW1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1089'1.6 KM (1.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1089'OF NASA 1 HIGHWAY IN WEBSTER, THENCE 2.1 KM (1.30 MI) NORTHEASTERLY
 AW1089'ALONG BAY AREA BOULEVARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 AW1089'RESEDA DRIVE, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A NARROW PAVED
 AW1089'ROAD, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A PAVED ROAD LEADING TO
 AW1089'A MAINTENANCE SHED AT THE CLEAR LAKE COUNTRY CLUB, 36.1 M (118.4 FT)
 AW1089'SOUTHWEST OF BENCH MARK HGCSD 51, 28.2 M (92.5 FT) NORTHWEST OF THE
 AW1089'NORTH CORNER OF THE SHED, 3.2 M (10.5 FT) SOUTHEAST OF A CHAIN-LINK
 AW1089'FENCE CORNER, 3.0 M (9.8 FT) NORTH-NORTHWEST OF THE ROAD CENTER, 0.9 M
 AW1089'(3.0 FT) NORTH OF THE NORTH POST OF A GATE, AND 0.5 M (1.6 FT)
 AW1089'NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--THE DISK IS ENCASED IN A
 AW1089'4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AW1089'SURFACE.  THE ROD DEPTH IS UNKNOWN.
 AW1089
 AW1089                          STATION RECOVERY (2001)
 AW1089
 AW1089'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AW1089'RECOVERED IN GOOD CONDITION.
 AW1089
 AW1089                          STATION RECOVERY (2002)
 AW1089
 AW1089'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1089'RECOVERED IN GOOD CONDITION.
 AW1089
 AW1089                          STATION RECOVERY (2003)
 AW1089
 AW1089'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0675 ***********************************************************************
 AN0675  DESIGNATION -  W 123
 AN0675  PID         -  AN0675
 AN0675  STATE/COUNTY-  TX/VICTORIA
 AN0675  USGS QUAD   -  BLOOMINGTON (1995)
 AN0675
 AN0675                         *CURRENT SURVEY CONTROL
 AN0675  ___________________________________________________________________
 AN0675* NAD 83(1986)-  28 43 40.     (N)    096 53 09.     (W)     SCALED    
 AN0675* NAVD 88     -        20.61   (+/-2cm)      67.6    (feet)  VERTCON   
 AN0675  ___________________________________________________________________
 AN0675  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0675
 AN0675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0675
 AN0675.The horizontal coordinates were scaled from a topographic map and have
 AN0675.an estimated accuracy of +/- 6 seconds.
 AN0675
 AN0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0675.The vertical order pertains to the NGVD 29 superseded value.
 AN0675
 AN0675.The geoid height was determined by GEOID03.
 AN0675
 AN0675;                    North         East    Units  Estimated Accuracy
 AN0675;SPC TXSC     - 4,101,000.      806,510.      MT  (+/- 180 meters Scaled)
 AN0675
 AN0675                          SUPERSEDED SURVEY CONTROL
 AN0675
 AN0675  NGVD 29 (??/??/92)   20.73   (m)           68.0    (f) COMPUTED    2 0
 AN0675
 AN0675.Superseded values are not recommended for survey control.
 AN0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0675.See file dsdata.txt to determine how the superseded data were derived.
 AN0675
 AN0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS064796(NAD 83)
 AN0675_MARKER: DB = BENCH MARK DISK
 AN0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0675_SP_SET: CULVERT
 AN0675_STAMPING: W-123 1933
 AN0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0675
 AN0675  HISTORY     - Date     Condition        Report By
 AN0675  HISTORY     - 1933     MONUMENTED       CGS
 AN0675
 AN0675                          STATION DESCRIPTION
 AN0675
 AN0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN0675'0.9 MI NW FROM DA COSTA.
 AN0675'ALONG THE TEXAS AND NEW ORLEANS R.R. 8.8 MILES SOUTHEAST OF VICTORIA
 AN0675'AND 14 POLES SOUTHEAST OF M.P. 19 IN THE SOUTH END OF THE EAST
 AN0675'HEADWALL OF TRIPLE 8 X 8 FT. CONCRETE BOX CULVERT UNDER HIGHWAY NO.
 AN0675'29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0320 ***********************************************************************
 EM0320  DESIGNATION -  W 123
 EM0320  PID         -  EM0320
 EM0320  STATE/COUNTY-  TX/WILBARGER
 EM0320  USGS QUAD   -  ODELL (1985)
 EM0320
 EM0320                         *CURRENT SURVEY CONTROL
 EM0320  ___________________________________________________________________
 EM0320* NAD 83(1986)-  34 18 44.     (N)    099 25 42.     (W)     SCALED    
 EM0320* NAVD 88     -       413.689  (meters)    1357.24   (feet)  ADJUSTED  
 EM0320  ___________________________________________________________________
 EM0320  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 EM0320  DYNAMIC HT  -         413.226 (meters)    1355.73  (feet)  COMP
 EM0320  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 EM0320
 EM0320  VERT ORDER  -  SECOND    CLASS 0
 EM0320
 EM0320.The horizontal coordinates were scaled from a topographic map and have
 EM0320.an estimated accuracy of +/- 6 seconds.
 EM0320
 EM0320.The orthometric height was determined by differential leveling
 EM0320.and adjusted by the National Geodetic Survey in June 1991..
 EM0320
 EM0320.The geoid height was determined by GEOID03.
 EM0320
 EM0320.The dynamic height is computed by dividing the NAVD 88
 EM0320.geopotential number by the normal gravity value computed on the
 EM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0320.degrees latitude (g = 980.6199 gals.).
 EM0320
 EM0320.The modeled gravity was interpolated from observed gravity values.
 EM0320
 EM0320;                    North         East    Units  Estimated Accuracy
 EM0320;SPC TXNC     - 2,293,770.      514,540.      MT  (+/- 180 meters Scaled)
 EM0320
 EM0320                          SUPERSEDED SURVEY CONTROL
 EM0320
 EM0320  NGVD 29 (??/??/92)  413.540  (m)         1356.76   (f) ADJ UNCH    2 0
 EM0320
 EM0320.Superseded values are not recommended for survey control.
 EM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0320.See file dsdata.txt to determine how the superseded data were derived.
 EM0320
 EM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC605968(NAD 83)
 EM0320_MARKER: DB = BENCH MARK DISK
 EM0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0320_STAMPING: W 123 1961
 EM0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0320+STABILITY: SURFACE MOTION
 EM0320
 EM0320  HISTORY     - Date     Condition        Report By
 EM0320  HISTORY     - 1961     MONUMENTED       CGS
 EM0320  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0320
 EM0320                          STATION DESCRIPTION
 EM0320
 EM0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0320'3.7 MI S FROM ODELL.
 EM0320'7.9 MILES NORTH AND EAST ALONG FARM ROAD 91 FROM THE JUNCTION OF U.S.
 EM0320'HIGHWAY 287 AND FARM ROAD 91 IN CHILLICOTHE, 41 FEET SOUTH OF THE
 EM0320'CENTER OF THE HIGHWAY, 13.4 FEET WEST OF A DIRT ROAD LEADING TO A FARM
 EM0320'HOUSE, 2.7 FEET SOUTH OF A POWER POLE, 2.7 FEET SOUTH OF THE WITNESS
 EM0320'POST, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 EM0320
 EM0320                          STATION RECOVERY (1984)
 EM0320
 EM0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0676 ***********************************************************************
 AN0676  DESIGNATION -  W 123 RESET 1959
 AN0676  PID         -  AN0676
 AN0676  STATE/COUNTY-  TX/VICTORIA
 AN0676  USGS QUAD   -  BLOOMINGTON (1995)
 AN0676
 AN0676                         *CURRENT SURVEY CONTROL
 AN0676  ___________________________________________________________________
 AN0676* NAD 83(1986)-  28 43 41.     (N)    096 53 09.     (W)     SCALED    
 AN0676* NAVD 88     -        19.58   (+/-2cm)      64.2    (feet)  VERTCON   
 AN0676  ___________________________________________________________________
 AN0676  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0676
 AN0676  VERT ORDER  -  THIRD (See Below)
 AN0676
 AN0676.The horizontal coordinates were scaled from a topographic map and have
 AN0676.an estimated accuracy of +/- 6 seconds.
 AN0676
 AN0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0676.The vertical order pertains to the NGVD 29 superseded value.
 AN0676
 AN0676.The geoid height was determined by GEOID03.
 AN0676
 AN0676;                    North         East    Units  Estimated Accuracy
 AN0676;SPC TXSC     - 4,101,030.      806,510.      MT  (+/- 180 meters Scaled)
 AN0676
 AN0676                          SUPERSEDED SURVEY CONTROL
 AN0676
 AN0676  NGVD 29 (??/??/??)   19.69   (m)           64.6    (f) RESET       3  
 AN0676
 AN0676.Superseded values are not recommended for survey control.
 AN0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0676.See file dsdata.txt to determine how the superseded data were derived.
 AN0676
 AN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS064796(NAD 83)
 AN0676_MARKER: DB = BENCH MARK DISK
 AN0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0676_STAMPING: W 123 RESET 1959
 AN0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0676+STABILITY: SURFACE MOTION
 AN0676
 AN0676  HISTORY     - Date     Condition        Report By
 AN0676  HISTORY     - 1959     MONUMENTED       CGS
 AN0676  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0676
 AN0676                          STATION DESCRIPTION
 AN0676
 AN0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN0676'2.9 MI SE FROM GUADALUPE.
 AN0676'ABOUT 2.9 MILES SOUTHEAST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY
 AN0676'NO.87 FROM THE OLD PUBLIC SCHOOL AT GUADALUPE AND 0.9 MILE NORTHWEST
 AN0676'OF THE MAIN ROAD CROSSING IN DACOSTA, IN THE OPEN AREA BETWEEN THE
 AN0676'TRACKS AND THE HIGHWAY, ABOUT 40 YARDS SOUTH OF A SMALL WOODEN TRESTLE
 AN0676'UNDER THE TRACKS AND 11 YARDS WEST OF THE CENTERLINE OF THE TRACKS. IT
 AN0676'IS ACROSS THE HIGHWAY FROM A SMALL FARM HOUSE.  A DISK STAMPED W 123
 AN0676'RESET 1959 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 AN0676
 AN0676                          STATION RECOVERY (1990)
 AN0676
 AN0676'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0730 ***********************************************************************
 CD0730  DESIGNATION -  W 1235
 CD0730  PID         -  CD0730
 CD0730  STATE/COUNTY-  TX/CULBERSON
 CD0730  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0730
 CD0730                         *CURRENT SURVEY CONTROL
 CD0730  ___________________________________________________________________
 CD0730* NAD 83(1986)-  31 51 40.     (N)    104 50 08.     (W)     SCALED    
 CD0730* NAVD 88     -      1564.031  (meters)    5131.32   (feet)  ADJUSTED  
 CD0730  ___________________________________________________________________
 CD0730  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD0730  DYNAMIC HT  -        1561.591 (meters)    5123.32  (feet)  COMP
 CD0730  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 CD0730
 CD0730  VERT ORDER  -  FIRST     CLASS I
 CD0730
 CD0730.The horizontal coordinates were scaled from a topographic map and have
 CD0730.an estimated accuracy of +/- 6 seconds.
 CD0730
 CD0730.The orthometric height was determined by differential leveling
 CD0730.and adjusted by the National Geodetic Survey in June 1991..
 CD0730
 CD0730.The geoid height was determined by GEOID03.
 CD0730
 CD0730.The dynamic height is computed by dividing the NAVD 88
 CD0730.geopotential number by the normal gravity value computed on the
 CD0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0730.degrees latitude (g = 980.6199 gals.).
 CD0730
 CD0730.The modeled gravity was interpolated from observed gravity values.
 CD0730
 CD0730;                    North         East    Units  Estimated Accuracy
 CD0730;SPC TX C     - 3,251,900.      274,050.      MT  (+/- 180 meters Scaled)
 CD0730
 CD0730                          SUPERSEDED SURVEY CONTROL
 CD0730
 CD0730  NGVD 29 (??/??/92) 1563.413  (m)         5129.30   (f) ADJ UNCH    1 1
 CD0730
 CD0730.Superseded values are not recommended for survey control.
 CD0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0730.See file dsdata.txt to determine how the superseded data were derived.
 CD0730
 CD0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER155250(NAD 83)
 CD0730_MARKER: DB = BENCH MARK DISK
 CD0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0730_SP_SET: CURB
 CD0730_STAMPING: W 1235 1977
 CD0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0730
 CD0730  HISTORY     - Date     Condition        Report By
 CD0730  HISTORY     - 1977     MONUMENTED       NGS
 CD0730
 CD0730                          STATION DESCRIPTION
 CD0730
 CD0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0730'3.9 MI SW FROM PINE SPRINGS.
 CD0730'3.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0730'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, TO THE
 CD0730'CROSSING OF THE 1943 ROUTE OF U.S. HIGHWAYS 62 AND 180,
 CD0730'THENCE 0.1 MILE SOUTHEAST ALONG A PAVED ROAD, SET IN TOP OF,
 CD0730'AND 0.4 FT. NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 CD0730'CURB OF AN OLD CONCRETE HIGHWAY BRIDGE, 12 FT. SOUTHWEST OF THE
 CD0730'CENTER LINE OF THE OLD HIGHWAY, 42 FT. NORTH OF THE CENTER LINE
 CD0730'OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0645 ***********************************************************************
 AW0645  DESIGNATION -  W 1237
 AW0645  PID         -  AW0645
 AW0645  STATE/COUNTY-  TX/GALVESTON
 AW0645  USGS QUAD   -  SAN LUIS PASS (1974)
 AW0645
 AW0645                         *CURRENT SURVEY CONTROL
 AW0645  ___________________________________________________________________
 AW0645* NAD 83(1986)-  29 05 33.     (N)    095 06 42.     (W)     SCALED    
 AW0645* NAVD 88     -         6.064  (meters)      19.89   (feet)  ADJUSTED  
 AW0645  ___________________________________________________________________
 AW0645  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AW0645  DYNAMIC HT  -           6.056 (meters)      19.87  (feet)  COMP
 AW0645  MODELED GRAV-     979,245.2   (mgal)                       NAVD 88
 AW0645
 AW0645  VERT ORDER  -  FIRST     CLASS I
 AW0645
 AW0645.The horizontal coordinates were scaled from a topographic map and have
 AW0645.an estimated accuracy of +/- 6 seconds.
 AW0645
 AW0645.The orthometric height was determined by differential leveling
 AW0645.and adjusted by the National Geodetic Survey in June 1991..
 AW0645
 AW0645.The geoid height was determined by GEOID03.
 AW0645
 AW0645.The dynamic height is computed by dividing the NAVD 88
 AW0645.geopotential number by the normal gravity value computed on the
 AW0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0645.degrees latitude (g = 980.6199 gals.).
 AW0645
 AW0645.The modeled gravity was interpolated from observed gravity values.
 AW0645
 AW0645;                    North         East    Units  Estimated Accuracy
 AW0645;SPC TXSC     - 4,145,840.      978,420.      MT  (+/- 180 meters Scaled)
 AW0645
 AW0645                          SUPERSEDED SURVEY CONTROL
 AW0645
 AW0645  NGVD 29 (12/23/87)    6.061  (m)           19.89   (f) ADJUSTED    1 1
 AW0645
 AW0645.Superseded values are not recommended for survey control.
 AW0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0645.See file dsdata.txt to determine how the superseded data were derived.
 AW0645
 AW0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN944200(NAD 83)
 AW0645_MARKER: DB = BENCH MARK DISK
 AW0645_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0645_SP_SET: BRIDGE CURB
 AW0645_STAMPING: W 1237 1978
 AW0645_MARK LOGO: NGS   
 AW0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0645+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 AW0645
 AW0645  HISTORY     - Date     Condition        Report By
 AW0645  HISTORY     - 1978     MONUMENTED       NGS
 AW0645  HISTORY     - 1987     GOOD             USPSQD
 AW0645  HISTORY     - 1987     GOOD             NGS
 AW0645  HISTORY     - 1988     GOOD             USPSQD
 AW0645  HISTORY     - 1988     GOOD             USPSQD
 AW0645  HISTORY     - 1990     GOOD             USPSQD
 AW0645  HISTORY     - 19910518 GOOD             USPSQD
 AW0645  HISTORY     - 19990604 GOOD             USPSQD
 AW0645  HISTORY     - 20031209 GOOD             USPSQD
 AW0645  HISTORY     - 20041213 GOOD             USPSQD
 AW0645  HISTORY     - 20051218 GOOD             USPSQD
 AW0645
 AW0645                          STATION DESCRIPTION
 AW0645
 AW0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0645'10.9 MI SW FROM JAMAICA BEACH.
 AW0645'10.9 MILES SOUTHWEST ALONG FM 3005 (SAN LUIS PASS ROAD) FROM THE
 AW0645'JUNCTION OF BUCCANEER DRIVE IN THE SMALL VILLAGE OF JAMAICA BEACH TO
 AW0645'THE TOLL BOOTH AT THE NORTHEAST END OF THE SAN LUIS PASS BRIDGE, 17
 AW0645'FT. NORTHWEST OF THE CENTERLINE OF FM 3005, 67 FT. NORTH OF THE
 AW0645'NORTHWEST CORNER OF THE TOLL BOOTH, 2 FT. SOUTHEAST OF A SAN LUIS
 AW0645'PASS VACEK BRIDGE COUNTY OF GALVESTON PLAQUE WHICH IS ATTACHED TO
 AW0645'THE BRIDGE HANDRAIL, SET IN THE NORTHWEST CURB AT THE NORTHEAST END
 AW0645'OF THE BRIDGE.
 AW0645
 AW0645                          STATION RECOVERY (1987)
 AW0645
 AW0645'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0645'RECOVERED IN GOOD CONDITION.
 AW0645
 AW0645                          STATION RECOVERY (1987)
 AW0645
 AW0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0645'RECOVERED IN GOOD CONDITION.
 AW0645
 AW0645                          STATION RECOVERY (1988)
 AW0645
 AW0645'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0645'RECOVERED IN GOOD CONDITION.
 AW0645
 AW0645                          STATION RECOVERY (1988)
 AW0645
 AW0645'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0645'RECOVERED IN GOOD CONDITION.
 AW0645
 AW0645                          STATION RECOVERY (1990)
 AW0645
 AW0645'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0645'RECOVERED IN GOOD CONDITION.
 AW0645
 AW0645                          STATION RECOVERY (1991)
 AW0645
 AW0645'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0645'RECOVERED IN GOOD CONDITION.
 AW0645
 AW0645                          STATION RECOVERY (1999)
 AW0645
 AW0645'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0645'RECOVERED IN GOOD CONDITION.
 AW0645
 AW0645                          STATION RECOVERY (2003)
 AW0645
 AW0645'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0645'RECOVERED IN GOOD CONDITION.
 AW0645
 AW0645                          STATION RECOVERY (2004)
 AW0645
 AW0645'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0645'RECOVERED IN GOOD CONDITION.
 AW0645
 AW0645                          STATION RECOVERY (2005)
 AW0645
 AW0645'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0645'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1675 ***********************************************************************
 AN1675  DESIGNATION -  W 124
 AN1675  PID         -  AN1675
 AN1675  STATE/COUNTY-  TX/KARNES
 AN1675  USGS QUAD   -  RUNGE (1987)
 AN1675
 AN1675                         *CURRENT SURVEY CONTROL
 AN1675  ___________________________________________________________________
 AN1675* NAD 83(1986)-  28 54 14.     (N)    097 40 09.     (W)     SCALED    
 AN1675* NAVD 88     -       113.47   (+/-2cm)     372.3    (feet)  VERTCON   
 AN1675  ___________________________________________________________________
 AN1675  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN1675
 AN1675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1675
 AN1675.The horizontal coordinates were scaled from a topographic map and have
 AN1675.an estimated accuracy of +/- 6 seconds.
 AN1675
 AN1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1675.The vertical order pertains to the NGVD 29 superseded value.
 AN1675
 AN1675.The geoid height was determined by GEOID03.
 AN1675
 AN1675;                    North         East    Units  Estimated Accuracy
 AN1675;SPC TXSC     - 4,119,390.      729,780.      MT  (+/- 180 meters Scaled)
 AN1675
 AN1675                          SUPERSEDED SURVEY CONTROL
 AN1675
 AN1675  NGVD 29 (??/??/92)  113.454  (m)          372.22   (f) ADJ UNCH    2 0
 AN1675
 AN1675.Superseded values are not recommended for survey control.
 AN1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1675.See file dsdata.txt to determine how the superseded data were derived.
 AN1675
 AN1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS297980(NAD 83)
 AN1675_MARKER: DB = BENCH MARK DISK
 AN1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1675_STAMPING: W 124 1933
 AN1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1675+STABILITY: SURFACE MOTION
 AN1675
 AN1675  HISTORY     - Date     Condition        Report By
 AN1675  HISTORY     - 1933     MONUMENTED       CGS
 AN1675
 AN1675                          STATION DESCRIPTION
 AN1675
 AN1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1675'4.1 MI SW FROM NORDHEIM.
 AN1675'4.1 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AN1675'NORDHEIM, KARNES COUNTY, 3.0 MILES NORTHEAST OF RUNGE, 16 POLES
 AN1675'NORTHEAST OF MILEPOST 164, OPPOSITE CATTLE GUARD 163-C, AT A ROAD
 AN1675'CROSSING, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND IN
 AN1675'THE FENCE CORNER OF THE CROSSING.  A STANDARD DISK, STAMPED W 124 1933
 AN1675'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1480 ***********************************************************************
 AW1480  DESIGNATION -  W 1241
 AW1480  PID         -  AW1480
 AW1480  STATE/COUNTY-  TX/CHAMBERS
 AW1480  USGS QUAD   -  COVE (1993)
 AW1480
 AW1480                         *CURRENT SURVEY CONTROL
 AW1480  ___________________________________________________________________
 AW1480* NAD 83(1986)-  29 50 17.     (N)    094 45 33.     (W)     SCALED    
 AW1480* NAVD 88     -         9.08   (+/-2cm)      29.8    (feet)  VERTCON   
 AW1480  ___________________________________________________________________
 AW1480  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW1480
 AW1480  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1480
 AW1480.The horizontal coordinates were scaled from a topographic map and have
 AW1480.an estimated accuracy of +/- 6 seconds.
 AW1480
 AW1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1480.The vertical order pertains to the NGVD 29 superseded value.
 AW1480
 AW1480.The geoid height was determined by GEOID03.
 AW1480
 AW1480;                    North         East    Units  Estimated Accuracy
 AW1480;SPC TXSC     - 4,229,610.    1,009,720.      MT  (+/- 180 meters Scaled)
 AW1480
 AW1480                          SUPERSEDED SURVEY CONTROL
 AW1480
 AW1480  NGVD 29 (??/??/92)    9.079  (m)           29.79   (f) ADJ UNCH    1 2
 AW1480
 AW1480.Superseded values are not recommended for survey control.
 AW1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1480.See file dsdata.txt to determine how the superseded data were derived.
 AW1480
 AW1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP300021(NAD 83)
 AW1480_MARKER: DB = BENCH MARK DISK
 AW1480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1480_SP_SET: BRIDGE ABUTMENT
 AW1480_STAMPING: W 1241 1978
 AW1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1480+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AW1480
 AW1480  HISTORY     - Date     Condition        Report By
 AW1480  HISTORY     - 1978     MONUMENTED       NGS
 AW1480  HISTORY     - 19960921 GOOD             USPSQD
 AW1480  HISTORY     - 20010331 GOOD             NGS
 AW1480  HISTORY     - 20040201 GOOD             USPSQD
 AW1480  HISTORY     - 20050201 GOOD             USPSQD
 AW1480
 AW1480                          STATION DESCRIPTION
 AW1480
 AW1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1480'3.8 MI WEST FROM WALLISVILLE.
 AW1480'ABOUT 3.8 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE INTERSECTION
 AW1480'OVERPASS OVER FARM ROAD 563 AT WALLISVILLE AT THE SOUTHEAST END OF
 AW1480'BRIDGE ABUTMENT OVER TRINITY RIVER, 150 FEET NORTHWEST OF PAVED ROAD
 AW1480'THAT GOES UNDER THE BRIDGE, 69 FEET SOUTHWEST OF CONCRETE DRAIN END
 AW1480'FOR THE BRIDGE, 15 FEET SOUTH OF THE CENTERLINE OF EAST BOUND LANE
 AW1480'OF THE INTERSTATE, 1 FOOT NORTHWEST OF BRIDGE GUARD RAIL, AND 1 FOOT
 AW1480'SOUTHWEST OF SOUTHWEST END OF BRIDGE ABUTMENT.
 AW1480
 AW1480                          STATION RECOVERY (1996)
 AW1480
 AW1480'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1480'RECOVERED IN GOOD CONDITION.
 AW1480
 AW1480                          STATION RECOVERY (2001)
 AW1480
 AW1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1480'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1480
 AW1480                          STATION RECOVERY (2004)
 AW1480
 AW1480'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW1480'RECOVERED IN GOOD CONDITION.
 AW1480
 AW1480                          STATION RECOVERY (2005)
 AW1480
 AW1480'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1392 ***********************************************************************
 AW1392  DESIGNATION -  W 1242
 AW1392  PID         -  AW1392
 AW1392  STATE/COUNTY-  TX/GALVESTON
 AW1392  USGS QUAD   -  HIGH ISLAND (1994)
 AW1392
 AW1392                         *CURRENT SURVEY CONTROL
 AW1392  ___________________________________________________________________
 AW1392* NAD 83(1986)-  29 34 55.     (N)    094 23 42.     (W)     SCALED    
 AW1392* NAVD 88     -         0.38   (+/-2cm)       1.2    (feet)  VERTCON   
 AW1392  ___________________________________________________________________
 AW1392  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW1392
 AW1392  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1392
 AW1392.The horizontal coordinates were scaled from a topographic map and have
 AW1392.an estimated accuracy of +/- 6 seconds.
 AW1392
 AW1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1392.The vertical order pertains to the NGVD 29 superseded value.
 AW1392
 AW1392.The geoid height was determined by GEOID03.
 AW1392
 AW1392;                    North         East    Units  Estimated Accuracy
 AW1392;SPC TXSC     - 4,202,580.    1,046,000.      MT  (+/- 180 meters Scaled)
 AW1392
 AW1392                          SUPERSEDED SURVEY CONTROL
 AW1392
 AW1392  NGVD 29 (??/??/92)    0.382  (m)            1.25   (f) ADJ UNCH    1 2
 AW1392
 AW1392.Superseded values are not recommended for survey control.
 AW1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1392.See file dsdata.txt to determine how the superseded data were derived.
 AW1392
 AW1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN648732(NAD 83)
 AW1392_MARKER: DB = BENCH MARK DISK
 AW1392_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1392_SP_SET: GALVANIZED STEEL ROD
 AW1392_STAMPING: W 1242 1978
 AW1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1392
 AW1392  HISTORY     - Date     Condition        Report By
 AW1392  HISTORY     - 1978     MONUMENTED       NGS
 AW1392  HISTORY     - 19890323 GOOD             USPSQD
 AW1392  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1392  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 AW1392  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1392  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1392  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW1392
 AW1392                          STATION DESCRIPTION
 AW1392
 AW1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1392'2.0 MI NORTH FROM HIGH ISLAND.
 AW1392'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST
 AW1392'OFFICE AT HIGH ISLAND, 81 FEET SOUTH OF THE SOUTH POST OF A SIGN HIGH
 AW1392'ISLAND BOAT RAMP COUNTY OF GALVESTON, 57 FEET SOUTHWEST OF THE
 AW1392'CENTERLINE OF HIGHWAY, 3 FEET NORTHWEST OF A TELEPHONE POLE, AND 1.5
 AW1392'FEET EAST OF A FENCE.
 AW1392
 AW1392                          STATION RECOVERY (1989)
 AW1392
 AW1392'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1392'RECOVERED IN GOOD CONDITION.
 AW1392
 AW1392                          STATION RECOVERY (1995)
 AW1392
 AW1392'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1392'MARK NOT FOUND.
 AW1392
 AW1392                          STATION RECOVERY (2001)
 AW1392
 AW1392'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1392'MARK NOT FOUND.
 AW1392
 AW1392                          STATION RECOVERY (2002)
 AW1392
 AW1392'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1392'MARK NOT FOUND.
 AW1392
 AW1392                          STATION RECOVERY (2003)
 AW1392
 AW1392'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1392'MARK NOT FOUND.
 AW1392
 AW1392                          STATION RECOVERY (2005)
 AW1392
 AW1392'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1744 ***********************************************************************
 AW1744  DESIGNATION -  W 1243
 AW1744  PID         -  AW1744
 AW1744  STATE/COUNTY-  TX/HARRIS
 AW1744  USGS QUAD   -  LA PORTE (1982)
 AW1744
 AW1744                         *CURRENT SURVEY CONTROL
 AW1744  ___________________________________________________________________
 AW1744* NAD 83(1986)-  29 41 18.     (N)    095 02 11.     (W)     SCALED    
 AW1744* NAVD 88     -         5.865  (meters)      19.24   (feet)  ADJUSTED  
 AW1744  ___________________________________________________________________
 AW1744  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1744  DYNAMIC HT  -           5.857 (meters)      19.22  (feet)  COMP
 AW1744  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 AW1744
 AW1744  VERT ORDER  -  FIRST     CLASS II
 AW1744
 AW1744.The horizontal coordinates were scaled from a topographic map and have
 AW1744.an estimated accuracy of +/- 6 seconds.
 AW1744
 AW1744.The orthometric height was determined by differential leveling
 AW1744.and adjusted by the National Geodetic Survey in June 1991..
 AW1744
 AW1744.The geoid height was determined by GEOID03.
 AW1744
 AW1744.The dynamic height is computed by dividing the NAVD 88
 AW1744.geopotential number by the normal gravity value computed on the
 AW1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1744.degrees latitude (g = 980.6199 gals.).
 AW1744
 AW1744.The modeled gravity was interpolated from observed gravity values.
 AW1744
 AW1744;                    North         East    Units  Estimated Accuracy
 AW1744;SPC TXSC     - 4,212,080.      983,510.      MT  (+/- 180 meters Scaled)
 AW1744
 AW1744                          SUPERSEDED SURVEY CONTROL
 AW1744
 AW1744  NGVD 29 (12/23/87)    5.862  (m)           19.23   (f) ADJUSTED    1 2
 AW1744
 AW1744.Superseded values are not recommended for survey control.
 AW1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1744.See file dsdata.txt to determine how the superseded data were derived.
 AW1744
 AW1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN029859(NAD 83)
 AW1744_MARKER: DB = BENCH MARK DISK
 AW1744_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1744_SP_SET: UNSPECIFIED DEEP
 AW1744_STAMPING: W 1243 1978
 AW1744_MARK LOGO: NGS   
 AW1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1744+STABILITY: SURFACE MOTION
 AW1744
 AW1744  HISTORY     - Date     Condition        Report By
 AW1744  HISTORY     - 1978     MONUMENTED       NGS
 AW1744  HISTORY     - 1983     GOOD             NGS
 AW1744  HISTORY     - 1986     GOOD             NGS
 AW1744  HISTORY     - 1989     GOOD             USPSQD
 AW1744  HISTORY     - 1989     GOOD             USPSQD
 AW1744  HISTORY     - 19931122 GOOD             USPSQD
 AW1744  HISTORY     - 20020308 POOR             USPSQD
 AW1744  HISTORY     - 20020311 POOR             USPSQD
 AW1744  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 AW1744  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW1744
 AW1744                          STATION DESCRIPTION
 AW1744
 AW1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1744'2.5 MI NW FROM LA PORTE.
 AW1744'ABOUT 0.6 MILES WEST ALONG MAIN STREET FROM THE INTERSECTION OF
 AW1744'BROADWAY AND SAN JACINTO IN LAPORTE, THENCE 1.5 MILES NORTH ALONG
 AW1744'STATE HIGHWAY 146, AND THENCE 0.4 MILES NORTHWEST ALONG STATE
 AW1744'HIGHWAY 225.  312 FEET EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC
 AW1744'RAILROAD SPUR LINE, 78 FEET SOUTHEAST OF A SMALL ELECTRIC POLE
 AW1744'NUMBER S021 1/2 WITH WIRE GOING TO A BILLBOARD, 45 FEET NORTH OF
 AW1744'THE CENTERLINE OF THE HIGHWAY (WEST BOUND LANE), AND 1.5 FEET WEST
 AW1744'OF A POWER POLE.
 AW1744
 AW1744                          STATION RECOVERY (1983)
 AW1744
 AW1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1744'RECOVERED IN GOOD CONDITION.
 AW1744
 AW1744                          STATION RECOVERY (1986)
 AW1744
 AW1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1744'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1744'EXCEPT ADD
 AW1744'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 AW1744
 AW1744                          STATION RECOVERY (1989)
 AW1744
 AW1744'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1744'RECOVERED IN GOOD CONDITION.
 AW1744
 AW1744                          STATION RECOVERY (1989)
 AW1744
 AW1744'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1744'RECOVERED IN GOOD CONDITION.
 AW1744
 AW1744                          STATION RECOVERY (1993)
 AW1744
 AW1744'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1744'RECOVERED IN GOOD CONDITION.
 AW1744
 AW1744                          STATION RECOVERY (2002)
 AW1744
 AW1744'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1744'MARK RECOVERED IN POOR CONDITION.
 AW1744
 AW1744                          STATION RECOVERY (2002)
 AW1744
 AW1744'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1744'MARK RECOVERED IN POOR CONDITION.
 AW1744
 AW1744                          STATION RECOVERY (2003)
 AW1744
 AW1744'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1744' 
 AW1744' 
 AW1744
 AW1744                          STATION RECOVERY (2005)
 AW1744
 AW1744'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1043 ***********************************************************************
 AW1043  DESIGNATION -  W 1244
 AW1043  PID         -  AW1043
 AW1043  STATE/COUNTY-  TX/GALVESTON
 AW1043  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1043
 AW1043                         *CURRENT SURVEY CONTROL
 AW1043  ___________________________________________________________________
 AW1043* NAD 83(1986)-  29 19 38.     (N)    094 55 42.     (W)     SCALED    
 AW1043* NAVD 88     -         0.857  (meters)       2.81   (feet)  ADJUSTED  
 AW1043  ___________________________________________________________________
 AW1043  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW1043  DYNAMIC HT  -           0.855 (meters)       2.81  (feet)  COMP
 AW1043  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 AW1043
 AW1043  VERT ORDER  -  FIRST     CLASS II
 AW1043
 AW1043.The horizontal coordinates were scaled from a topographic map and have
 AW1043.an estimated accuracy of +/- 6 seconds.
 AW1043
 AW1043.The orthometric height was determined by differential leveling
 AW1043.and adjusted by the National Geodetic Survey in June 1991..
 AW1043
 AW1043.The geoid height was determined by GEOID03.
 AW1043
 AW1043.The dynamic height is computed by dividing the NAVD 88
 AW1043.geopotential number by the normal gravity value computed on the
 AW1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1043.degrees latitude (g = 980.6199 gals.).
 AW1043
 AW1043.The modeled gravity was interpolated from observed gravity values.
 AW1043
 AW1043;                    North         East    Units  Estimated Accuracy
 AW1043;SPC TXSC     - 4,172,450.      995,350.      MT  (+/- 180 meters Scaled)
 AW1043
 AW1043                          SUPERSEDED SURVEY CONTROL
 AW1043
 AW1043  NGVD 29 (12/23/87)    0.853  (m)            2.80   (f) ADJUSTED    1 2
 AW1043
 AW1043.Superseded values are not recommended for survey control.
 AW1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1043.See file dsdata.txt to determine how the superseded data were derived.
 AW1043
 AW1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN127457(NAD 83)
 AW1043_MARKER: DB = BENCH MARK DISK
 AW1043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1043_SP_SET: HEADWALL
 AW1043_STAMPING: W 1244 1978
 AW1043_MARK LOGO: NGS   
 AW1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1043+STABILITY: SURFACE MOTION
 AW1043
 AW1043  HISTORY     - Date     Condition        Report By
 AW1043  HISTORY     - 1978     MONUMENTED       NGS
 AW1043  HISTORY     - 1983     GOOD             NGS
 AW1043  HISTORY     - 1987     GOOD             NGS
 AW1043  HISTORY     - 19950624 GOOD             USPSQD
 AW1043  HISTORY     - 19961203 MARK NOT FOUND   NGS
 AW1043  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW1043
 AW1043                          STATION DESCRIPTION
 AW1043
 AW1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1043'2.4 MI NW FROM VIRGINIA POINT.
 AW1043'ABOUT 0.5 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTE FE
 AW1043'RAILROAD FROM THE SIGNAL STATION AT VIRGINIA POINT, THENCE 1.9 MILES
 AW1043'NORTHWEST ALONG INTERSTATE HIGHWAY 45.  SET IN THE NORTHEAST END
 AW1043'OF THE EAST HEADWALL OF A 3X12 FOOT CONCRETE CULVERT UNDER THE
 AW1043'FRONTAGE ROAD 201 FEET SOUTH OF A POWER POLE WITH GUY WIRE BY A BILL
 AW1043'BOARD SIGN, 78 FEET SOUTHEAST OF THE EAST EDGE OF THE NORTHBOUND
 AW1043'LANES OF THE INTERSTATE, 21 FEET SOUTHEAST OF THE CENTERLINE OF
 AW1043'THE FRONTAGE ROAD, AND 1 FOOT SOUTHWEST OF THE NORTHEAST CORNER
 AW1043'OF THE EAST HEADWALL.
 AW1043
 AW1043                          STATION RECOVERY (1983)
 AW1043
 AW1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1043'RECOVERED IN GOOD CONDITION, NOTE, SHOULD READ SET IN THE TOP OF THE
 AW1043'NORTHWEST END OF THE NORTHEAST HEADWALL AND 6.4 METERS (21.0 FT)
 AW1043'NORTHEAST OF THE CENTERLINE OF FRONTAGE ROAD.
 AW1043
 AW1043                          STATION RECOVERY (1987)
 AW1043
 AW1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1043'RECOVERED IN GOOD CONDITION.
 AW1043
 AW1043                          STATION RECOVERY (1995)
 AW1043
 AW1043'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1043'RECOVERED IN GOOD CONDITION.
 AW1043
 AW1043                          STATION RECOVERY (1996)
 AW1043
 AW1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1043'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AW1043
 AW1043                          STATION RECOVERY (2005)
 AW1043
 AW1043'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1008 ***********************************************************************
 AW1008  DESIGNATION -  W 1245
 AW1008  PID         -  AW1008
 AW1008  STATE/COUNTY-  TX/HARRIS
 AW1008  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1008
 AW1008                         *CURRENT SURVEY CONTROL
 AW1008  ___________________________________________________________________
 AW1008* NAD 83(1986)-  29 32 18.     (N)    095 09 05.     (W)     SCALED    
 AW1008* NAVD 88     -         8.698  (meters)      28.54   (feet)  ADJUSTED  
 AW1008  ___________________________________________________________________
 AW1008  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1008  DYNAMIC HT  -           8.686 (meters)      28.50  (feet)  COMP
 AW1008  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 AW1008
 AW1008  VERT ORDER  -  FIRST     CLASS II
 AW1008
 AW1008.The horizontal coordinates were scaled from a topographic map and have
 AW1008.an estimated accuracy of +/- 6 seconds.
 AW1008
 AW1008.The orthometric height was determined by differential leveling
 AW1008.and adjusted by the National Geodetic Survey in June 1991..
 AW1008
 AW1008.The geoid height was determined by GEOID03.
 AW1008
 AW1008.The dynamic height is computed by dividing the NAVD 88
 AW1008.geopotential number by the normal gravity value computed on the
 AW1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1008.degrees latitude (g = 980.6199 gals.).
 AW1008
 AW1008.The modeled gravity was interpolated from observed gravity values.
 AW1008
 AW1008;                    North         East    Units  Estimated Accuracy
 AW1008;SPC TXSC     - 4,195,100.      972,930.      MT  (+/- 180 meters Scaled)
 AW1008
 AW1008                          SUPERSEDED SURVEY CONTROL
 AW1008
 AW1008  NGVD 29 (12/23/87)    8.694  (m)           28.52   (f) ADJUSTED    1 2
 AW1008
 AW1008.Superseded values are not recommended for survey control.
 AW1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1008.See file dsdata.txt to determine how the superseded data were derived.
 AW1008
 AW1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN915695(NAD 83)
 AW1008_MARKER: DB = BENCH MARK DISK
 AW1008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1008_SP_SET: STAINLESS STEEL ROD
 AW1008_STAMPING: W 1245 1978
 AW1008_MARK LOGO: NGS   
 AW1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1008
 AW1008  HISTORY     - Date     Condition        Report By
 AW1008  HISTORY     - 1978     MONUMENTED       NGS
 AW1008  HISTORY     - 1987     POOR             USPSQD
 AW1008  HISTORY     - 1987     GOOD             USPSQD
 AW1008  HISTORY     - 1987     GOOD             USPSQD
 AW1008  HISTORY     - 1987     GOOD             USPSQD
 AW1008  HISTORY     - 1987     GOOD             USPSQD
 AW1008  HISTORY     - 1987     GOOD             USPSQD
 AW1008  HISTORY     - 1987     POOR             USPSQD
 AW1008  HISTORY     - 1987     GOOD             USPSQD
 AW1008  HISTORY     - 1987     GOOD             NGS
 AW1008  HISTORY     - 1988     GOOD             USPSQD
 AW1008  HISTORY     - 1988     GOOD             USPSQD
 AW1008  HISTORY     - 1988     GOOD             USPSQD
 AW1008  HISTORY     - 1988     POOR             USPSQD
 AW1008  HISTORY     - 1988     GOOD             USPSQD
 AW1008  HISTORY     - 1988     GOOD             USPSQD
 AW1008  HISTORY     - 1988     GOOD             USPSQD
 AW1008  HISTORY     - 1988     GOOD             USPSQD
 AW1008  HISTORY     - 1988     GOOD             USPSQD
 AW1008  HISTORY     - 1988     POOR             USPSQD
 AW1008  HISTORY     - 1989     GOOD             USPSQD
 AW1008  HISTORY     - 1989     GOOD             USPSQD
 AW1008  HISTORY     - 19910216 MARK NOT FOUND   USPSQD
 AW1008  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1008  HISTORY     - 19990322 GOOD             USPSQD
 AW1008  HISTORY     - 20000311 GOOD             USPSQD
 AW1008
 AW1008                          STATION DESCRIPTION
 AW1008
 AW1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1008'2.6 MI NW FROM WEBSTER.
 AW1008'ABOUT 0.5 MILE SOUTHWEST ALONG FARM ROAD 528 FROM THE JUNCTION OF
 AW1008'STATE HIGHWAY 3 AT WEBSTER, THENCE 1.0 MILE NORTHWEST ALONG NORTH
 AW1008'TEXAS AVENUE, AND THENCE 1.1 MILES SOUTHWEST ALONG BAY AREA BOULEVARD
 AW1008'(FRIENDSWOOD LINK ROAD).  300 FEET WEST OF THE CENTERLINE OF GLENWEST
 AW1008'DRIVE, 33 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 AW1008'ROAD, AND 1 FOOT WEST OF POWER POLE NUMBER 8735.
 AW1008
 AW1008                          STATION RECOVERY (1987)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1008'MARK RECOVERED IN POOR CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1987)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1987)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1987)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1987)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1987)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1987)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1008'MARK RECOVERED IN POOR CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1987)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1987)
 AW1008
 AW1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1008'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1008'EXCEPT ADD NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW1008'CAP.
 AW1008'THE MARK IS 0.28 METERS  E FROM  A WITNESS POST
 AW1008
 AW1008                          STATION RECOVERY (1988)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1988)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1988)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1988)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1008'MARK RECOVERED IN POOR CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1988)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1988)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1988)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1988)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1988)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1988)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1008'MARK RECOVERED IN POOR CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1989)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1989)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1989 (MFS)
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (1991)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 AW1008'MARK NOT FOUND.
 AW1008
 AW1008                          STATION RECOVERY (1997)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1008'MARK NOT FOUND.
 AW1008
 AW1008                          STATION RECOVERY (1999)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1008'RECOVERED IN GOOD CONDITION.
 AW1008
 AW1008                          STATION RECOVERY (2000)
 AW1008
 AW1008'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0727 ***********************************************************************
 AW0727  DESIGNATION -  W 1247
 AW0727  PID         -  AW0727
 AW0727  STATE/COUNTY-  TX/LIBERTY
 AW0727  USGS QUAD   -  SHEEKS (1993)
 AW0727
 AW0727                         *CURRENT SURVEY CONTROL
 AW0727  ___________________________________________________________________
 AW0727* NAD 83(1986)-  29 52 47.     (N)    094 55 54.     (W)     SCALED    
 AW0727* NAVD 88     -        14.33   (+/-2cm)      47.0    (feet)  VERTCON   
 AW0727  ___________________________________________________________________
 AW0727  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW0727
 AW0727  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0727
 AW0727.The horizontal coordinates were scaled from a topographic map and have
 AW0727.an estimated accuracy of +/- 6 seconds.
 AW0727
 AW0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0727.The vertical order pertains to the NGVD 29 superseded value.
 AW0727
 AW0727.The geoid height was determined by GEOID03.
 AW0727
 AW0727;                    North         East    Units  Estimated Accuracy
 AW0727;SPC TX C     - 3,036,290.    1,221,650.      MT  (+/- 180 meters Scaled)
 AW0727
 AW0727                          SUPERSEDED SURVEY CONTROL
 AW0727
 AW0727  NGVD 29 (??/??/92)   14.325  (m)           47.00   (f) ADJ UNCH    1 2
 AW0727
 AW0727.Superseded values are not recommended for survey control.
 AW0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0727.See file dsdata.txt to determine how the superseded data were derived.
 AW0727
 AW0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP134070(NAD 83)
 AW0727_MARKER: DB = BENCH MARK DISK
 AW0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0727_SP_SET: BRIDGE RAIL
 AW0727_STAMPING: W 1247 1978
 AW0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0727+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0727
 AW0727  HISTORY     - Date     Condition        Report By
 AW0727  HISTORY     - 1978     MONUMENTED       NGS
 AW0727  HISTORY     - 1990     GOOD             USPSQD
 AW0727  HISTORY     - 20040317 GOOD             USPSQD
 AW0727
 AW0727                          STATION DESCRIPTION
 AW0727
 AW0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0727'4.1 MI NW FROM MONT BELVIEU.
 AW0727'0.4 MILE NORTHWEST ALONG LOOP 297 FROM THE METHODIST CHURCH AT
 AW0727'MONT BELVIEU, THENCE 1.3 MILES WEST ALONG FARM ROAD 1942, AND
 AW0727'THENCE 2.4 MILES NORTHWEST ALONG HATCHERVILLE ROAD, MARK IS SET
 AW0727'IN TOP OF THE NORTH END OF THE WEST CONCRETE GUARD RAIL OF A
 AW0727'BRIDGE OVER AN IRRIGATION CANAL, 18 FEET SOUTHWEST OF THE
 AW0727'CENTERLINE HATCHERVILLE ROAD AND 6 FEET SOUTH OF THE NORTH END
 AW0727'OF THE WEST CONCRETE GUARD RAIL.
 AW0727
 AW0727                          STATION RECOVERY (1990)
 AW0727
 AW0727'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0727'RECOVERED IN GOOD CONDITION.
 AW0727
 AW0727                          STATION RECOVERY (2004)
 AW0727
 AW0727'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1824 ***********************************************************************
 BL1824  DESIGNATION -  W 1248
 BL1824  PID         -  BL1824
 BL1824  STATE/COUNTY-  TX/LIBERTY
 BL1824  USGS QUAD   -  DAYTON (1984)
 BL1824
 BL1824                         *CURRENT SURVEY CONTROL
 BL1824  ___________________________________________________________________
 BL1824* NAD 83(1986)-  30 02 47.     (N)    094 58 37.     (W)     SCALED    
 BL1824* NAVD 88     -        23.15   (+/-2cm)      76.0    (feet)  VERTCON   
 BL1824  ___________________________________________________________________
 BL1824  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL1824
 BL1824  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1824
 BL1824.The horizontal coordinates were scaled from a topographic map and have
 BL1824.an estimated accuracy of +/- 6 seconds.
 BL1824
 BL1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1824.The vertical order pertains to the NGVD 29 superseded value.
 BL1824
 BL1824.The geoid height was determined by GEOID03.
 BL1824
 BL1824;                    North         East    Units  Estimated Accuracy
 BL1824;SPC TX C     - 3,054,530.    1,216,390.      MT  (+/- 180 meters Scaled)
 BL1824
 BL1824                          SUPERSEDED SURVEY CONTROL
 BL1824
 BL1824  NGVD 29 (??/??/92)   23.148  (m)           75.94   (f) ADJ UNCH    1 2
 BL1824
 BL1824.Superseded values are not recommended for survey control.
 BL1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1824.See file dsdata.txt to determine how the superseded data were derived.
 BL1824
 BL1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP093255(NAD 83)
 BL1824_MARKER: DB = BENCH MARK DISK
 BL1824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1824_SP_SET: HEADWALL
 BL1824_STAMPING: W 1248 1978
 BL1824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1824
 BL1824  HISTORY     - Date     Condition        Report By
 BL1824  HISTORY     - 1978     MONUMENTED       NGS
 BL1824  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL1824  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1824
 BL1824                          STATION DESCRIPTION
 BL1824
 BL1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1824'5.0 MI WEST FROM DAYTON.
 BL1824'5.0 MILES WEST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1824'HIGHWAY 321 AT DAYTON AND SET IN TOP OF THE EAST END OF THE
 BL1824'NORTH HEADWALL TO A 2X3 FOOT BOX CULVERT AT THE NORTHWEST
 BL1824'CORNER OF THE INTERSECTION OF FARM ROAD 1960 AND A PAVED ROAD
 BL1824'LEADING NORTH AND SOUTH.  40 FEET WEST OF THE CENTERLINE OF THE
 BL1824'PAVED ROAD LEADING NORTH, 24 FEET NORTH OF THE CENTERLINE OF FARM
 BL1824'ROAD 1960 AND 1 FOOT WEST OF THE EAST END OF THE HEADWALL.
 BL1824
 BL1824                          STATION RECOVERY (1996)
 BL1824
 BL1824'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1824'MARK NOT FOUND.
 BL1824
 BL1824                          STATION RECOVERY (2004)
 BL1824
 BL1824'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0965 ***********************************************************************
 AW0965  DESIGNATION -  W 1249
 AW0965  PID         -  AW0965
 AW0965  STATE/COUNTY-  TX/HARRIS
 AW0965  USGS QUAD   -  HIGHLANDS (1995)
 AW0965
 AW0965                         *CURRENT SURVEY CONTROL
 AW0965  ___________________________________________________________________
 AW0965* NAD 83(1986)-  29 46 56.     (N)    095 00 07.     (W)     SCALED    
 AW0965* NAVD 88     -         7.876  (meters)      25.84   (feet)  ADJUSTED  
 AW0965  ___________________________________________________________________
 AW0965  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0965  DYNAMIC HT  -           7.865 (meters)      25.80  (feet)  COMP
 AW0965  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 AW0965
 AW0965  VERT ORDER  -  FIRST     CLASS II
 AW0965
 AW0965.The horizontal coordinates were scaled from a topographic map and have
 AW0965.an estimated accuracy of +/- 6 seconds.
 AW0965
 AW0965.The orthometric height was determined by differential leveling
 AW0965.and adjusted by the National Geodetic Survey in June 1991..
 AW0965
 AW0965.The geoid height was determined by GEOID03.
 AW0965
 AW0965.The dynamic height is computed by dividing the NAVD 88
 AW0965.geopotential number by the normal gravity value computed on the
 AW0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0965.degrees latitude (g = 980.6199 gals.).
 AW0965
 AW0965.The modeled gravity was interpolated from observed gravity values.
 AW0965
 AW0965;                    North         East    Units  Estimated Accuracy
 AW0965;SPC TXSC     - 4,222,600.      986,480.      MT  (+/- 180 meters Scaled)
 AW0965
 AW0965                          SUPERSEDED SURVEY CONTROL
 AW0965
 AW0965  NGVD 29 (12/23/87)    7.874  (m)           25.83   (f) ADJUSTED    1 2
 AW0965
 AW0965.Superseded values are not recommended for survey control.
 AW0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0965.See file dsdata.txt to determine how the superseded data were derived.
 AW0965
 AW0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN064963(NAD 83)
 AW0965_MARKER: DB = BENCH MARK DISK
 AW0965_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0965_SP_SET: BRIDGE ABUTMENT
 AW0965_STAMPING: W 1249 1978
 AW0965_MARK LOGO: NGS   
 AW0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0965
 AW0965  HISTORY     - Date     Condition        Report By
 AW0965  HISTORY     - 1978     MONUMENTED       NGS
 AW0965  HISTORY     - 1986     GOOD             NGS
 AW0965  HISTORY     - 1989     GOOD             USPSQD
 AW0965  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW0965
 AW0965                          STATION DESCRIPTION
 AW0965
 AW0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0965'5.3 MI SE FROM HIGHLANDS.
 AW0965'1.9 MILES SOUTH ALONG THE CROSBY-LYNCHBURG ROAD, FROM THE POST OFFICE
 AW0965'IN HIGHLANDS, THENCE ABOUT 1.0 MILE EAST ALONG MARKET STREET, AND
 AW0965'THENCE 2.4 MILES EAST ALONG THE LYNCHBURG-CEDAR BAYOU ROAD, 0.9 MILE
 AW0965'EAST OF THE CROSSING OF THE MISSOURI-PACIFIC RAILROAD, IN THE TOP OF
 AW0965'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE OVER GOOSE
 AW0965'CREEK, 14 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 AW0965
 AW0965                          STATION RECOVERY (1986)
 AW0965
 AW0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0965'RECOVERED IN GOOD CONDITION.
 AW0965
 AW0965                          STATION RECOVERY (1989)
 AW0965
 AW0965'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0965'RECOVERED IN GOOD CONDITION.
 AW0965
 AW0965                          STATION RECOVERY (1997)
 AW0965
 AW0965'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0538 ***********************************************************************
 AO0538  DESIGNATION -  W 125
 AO0538  PID         -  AO0538
 AO0538  STATE/COUNTY-  TX/LIVE OAK
 AO0538  USGS QUAD   -  OAKVILLE (1984)
 AO0538
 AO0538                         *CURRENT SURVEY CONTROL
 AO0538  ___________________________________________________________________
 AO0538* NAD 83(1986)-  28 25 21.     (N)    098 00 08.     (W)     SCALED    
 AO0538* NAVD 88     -        75.919  (meters)     249.08   (feet)  ADJUSTED  
 AO0538  ___________________________________________________________________
 AO0538  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AO0538  DYNAMIC HT  -          75.807 (meters)     248.71  (feet)  COMP
 AO0538  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 AO0538
 AO0538  VERT ORDER  -  SECOND    CLASS 0
 AO0538
 AO0538.The horizontal coordinates were scaled from a topographic map and have
 AO0538.an estimated accuracy of +/- 6 seconds.
 AO0538
 AO0538.The orthometric height was determined by differential leveling
 AO0538.and adjusted by the National Geodetic Survey in June 1991..
 AO0538
 AO0538.The geoid height was determined by GEOID03.
 AO0538
 AO0538.The dynamic height is computed by dividing the NAVD 88
 AO0538.geopotential number by the normal gravity value computed on the
 AO0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0538.degrees latitude (g = 980.6199 gals.).
 AO0538
 AO0538.The modeled gravity was interpolated from observed gravity values.
 AO0538
 AO0538;                    North         East    Units  Estimated Accuracy
 AO0538;SPC TXSC     - 4,065,720.      697,760.      MT  (+/- 180 meters Scaled)
 AO0538
 AO0538                          SUPERSEDED SURVEY CONTROL
 AO0538
 AO0538  NGVD 29 (??/??/92)   75.901  (m)          249.02   (f) ADJ UNCH    2 0
 AO0538
 AO0538.Superseded values are not recommended for survey control.
 AO0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0538.See file dsdata.txt to determine how the superseded data were derived.
 AO0538
 AO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS977444(NAD 83)
 AO0538_MARKER: DB = BENCH MARK DISK
 AO0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0538_SP_SET: BRIDGE
 AO0538_STAMPING: 249.064 W 125 1933
 AO0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0538
 AO0538  HISTORY     - Date     Condition        Report By
 AO0538  HISTORY     - 1933     MONUMENTED       CGS
 AO0538  HISTORY     - 1934     GOOD             NGS
 AO0538
 AO0538                          STATION DESCRIPTION
 AO0538
 AO0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0538'4.3 MI W FROM CADIZ.
 AO0538'IN LIVE OAK COUNTY, 4.3 MILES WEST ALONG THE ROAD LEADING TO GEORGE
 AO0538'WEST FROM CADIZ, BEE COUNTY, AT A 40-FOOT I-BEAM BRIDGE, AND IN THE
 AO0538'TOP OF THE WEST END OF THE SOUTHWEST CONCRETE WING WALL.  A STANDARD
 AO0538'DISK, STAMPED 249.064 W 125 1933.  NOTE-- THIS MARK IS ALSO 10.2 MILES
 AO0538'EAST OF GEORGE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1873 ***********************************************************************
 BL1873  DESIGNATION -  W 1250
 BL1873  PID         -  BL1873
 BL1873  STATE/COUNTY-  TX/MONTGOMERY
 BL1873  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1873
 BL1873                         *CURRENT SURVEY CONTROL
 BL1873  ___________________________________________________________________
 BL1873* NAD 83(1986)-  30 10 24.     (N)    095 41 12.     (W)     SCALED    
 BL1873* NAVD 88     -        63.77   (+/-2cm)     209.2    (feet)  VERTCON   
 BL1873  ___________________________________________________________________
 BL1873  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL1873
 BL1873  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1873
 BL1873.The horizontal coordinates were scaled from a topographic map and have
 BL1873.an estimated accuracy of +/- 6 seconds.
 BL1873
 BL1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1873.The vertical order pertains to the NGVD 29 superseded value.
 BL1873
 BL1873.The geoid height was determined by GEOID03.
 BL1873
 BL1873;                    North         East    Units  Estimated Accuracy
 BL1873;SPC TX C     - 3,065,510.    1,147,420.      MT  (+/- 180 meters Scaled)
 BL1873
 BL1873                          SUPERSEDED SURVEY CONTROL
 BL1873
 BL1873  NGVD 29 (04/06/79)   63.766  (m)          209.21   (f) ADJUSTED    1 2
 BL1873
 BL1873.Superseded values are not recommended for survey control.
 BL1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1873.See file dsdata.txt to determine how the superseded data were derived.
 BL1873
 BL1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP412410(NAD 83)
 BL1873_MARKER: DB = BENCH MARK DISK
 BL1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1873_SP_SET: HEADWALL
 BL1873_STAMPING: W 1250 1978
 BL1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1873
 BL1873  HISTORY     - Date     Condition        Report By
 BL1873  HISTORY     - 1978     MONUMENTED       NGS
 BL1873
 BL1873                          STATION DESCRIPTION
 BL1873
 BL1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1873'4.5 MI SE FROM MAGNOLIA.
 BL1873'4.5 MILES SOUTHEAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1873'CROSSING OF MAGNOLIA CONROE ROAD IN MAGNOLIA.  SET IN TOP OF THE
 BL1873'SOUTHEAST END OF A HEADWALL FOR FOUR 48 INCH CULVERT PIPES UNDER
 BL1873'HIGHWAY 149, 95 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF LONE
 BL1873'STAR LANE, 61 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26.5 FEET
 BL1873'NORTHEAST OF THE CENTERLINE OF HIGHWAY 149, AND 1.2 FEET NORTHWEST
 BL1873'OF THE SOUTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2189 ***********************************************************************
 AW2189  DESIGNATION -  W 1251
 AW2189  PID         -  AW2189
 AW2189  STATE/COUNTY-  TX/HARRIS
 AW2189  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2189
 AW2189                         *CURRENT SURVEY CONTROL
 AW2189  ___________________________________________________________________
 AW2189* NAD 83(1986)-  29 53 18.     (N)    095 56 57.     (W)     SCALED    
 AW2189* NAVD 88     -        57.88   (+/-2cm)     189.9    (feet)  VERTCON   
 AW2189  ___________________________________________________________________
 AW2189  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW2189
 AW2189  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2189
 AW2189.The horizontal coordinates were scaled from a topographic map and have
 AW2189.an estimated accuracy of +/- 6 seconds.
 AW2189
 AW2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2189.The vertical order pertains to the NGVD 29 superseded value.
 AW2189
 AW2189.The geoid height was determined by GEOID03.
 AW2189
 AW2189;                    North         East    Units  Estimated Accuracy
 AW2189;SPC TXSC     - 4,231,600.      894,630.      MT  (+/- 180 meters Scaled)
 AW2189
 AW2189                          SUPERSEDED SURVEY CONTROL
 AW2189
 AW2189  NGVD 29 (04/06/79)   57.860  (m)          189.83   (f) ADJUSTED    1 2
 AW2189
 AW2189.Superseded values are not recommended for survey control.
 AW2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2189.See file dsdata.txt to determine how the superseded data were derived.
 AW2189
 AW2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP151100(NAD 83)
 AW2189_MARKER: DB = BENCH MARK DISK
 AW2189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2189_SP_SET: STAINLESS STEEL ROD
 AW2189_STAMPING: W 1251 1978
 AW2189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2189+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2189
 AW2189  HISTORY     - Date     Condition        Report By
 AW2189  HISTORY     - 1978     MONUMENTED       NGS
 AW2189  HISTORY     - 20041014 GOOD             USPSQD
 AW2189
 AW2189                          STATION DESCRIPTION
 AW2189
 AW2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2189'14.6 MI NW FROM KATY.
 AW2189'6.1 MILES NORTH ALONG KATY HOCKLEY ROAD IN KATY, THENCE 4.0 MILES WEST
 AW2189'ALONG FARM ROAD (FM) 529, THENCE 1.0 MILE NORTH ALONG A PAVED ROAD,
 AW2189'AND THENCE 3.5 MILE WEST ALONG MORRISON ROAD.  NORTHWEST OF A POLE
 AW2189'WITH 2 GUY WIRES AND TO A POWERLINE SPUR, 30 FEET NORTH OF THE CENTER-
 AW2189'LINE OF MORRISON ROAD, 17 FEET WEST OF THE CENTER OF TWO LARGE METAL
 AW2189'PIPE GATES, AND 1 FOOT SOUTH OF THE NORTHERLY RIGHT OF WAY FENCE.
 AW2189'DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 AW2189'4 INCH PLASTIC SCREW PLUG.
 AW2189
 AW2189                          STATION RECOVERY (2004)
 AW2189
 AW2189'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2189'METAL WETNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1848 ***********************************************************************
 BL1848  DESIGNATION -  W 1252
 BL1848  PID         -  BL1848
 BL1848  STATE/COUNTY-  TX/WALLER
 BL1848  USGS QUAD   -  WALLER (1980)
 BL1848
 BL1848                         *CURRENT SURVEY CONTROL
 BL1848  ___________________________________________________________________
 BL1848* NAD 83(1986)-  30 03 03.     (N)    095 54 32.     (W)     SCALED    
 BL1848* NAVD 88     -        78.58   (+/-2cm)     257.8    (feet)  VERTCON   
 BL1848  ___________________________________________________________________
 BL1848  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1848
 BL1848  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1848
 BL1848.The horizontal coordinates were scaled from a topographic map and have
 BL1848.an estimated accuracy of +/- 6 seconds.
 BL1848
 BL1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1848.The vertical order pertains to the NGVD 29 superseded value.
 BL1848
 BL1848.The geoid height was determined by GEOID03.
 BL1848
 BL1848;                    North         East    Units  Estimated Accuracy
 BL1848;SPC TXSC     - 4,249,700.      898,050.      MT  (+/- 180 meters Scaled)
 BL1848
 BL1848                          SUPERSEDED SURVEY CONTROL
 BL1848
 BL1848  NGVD 29 (04/06/79)   78.573  (m)          257.78   (f) ADJUSTED    1 2
 BL1848
 BL1848.Superseded values are not recommended for survey control.
 BL1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1848.See file dsdata.txt to determine how the superseded data were derived.
 BL1848
 BL1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP195279(NAD 83)
 BL1848_MARKER: DB = BENCH MARK DISK
 BL1848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1848_SP_SET: STAINLESS STEEL ROD
 BL1848_STAMPING: W 1252 1978
 BL1848_MARK LOGO: NGS   
 BL1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1848
 BL1848  HISTORY     - Date     Condition        Report By
 BL1848  HISTORY     - 1978     MONUMENTED       NGS
 BL1848  HISTORY     - 1986     GOOD             NGS
 BL1848  HISTORY     - 19990715 GOOD             USPSQD
 BL1848  HISTORY     - 20050813 GOOD             GEOCAC
 BL1848
 BL1848                          STATION DESCRIPTION
 BL1848
 BL1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1848'1.2 MI SE FROM WALLER.
 BL1848'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 BL1848'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER.  SET ON THE SOUTHWEST
 BL1848'CORNER OF THE INTERSECTION OF U.S. HIGHWAY 290 AND MATHIS ROAD, 56
 BL1848'FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF HIGHWAY
 BL1848'290, 46.5 FEET WEST OF THE CENTERLINE OF MATHIS ROAD, 26 FEET
 BL1848'NORTHEAST OF THE NORTHEAST RAIL, AND 1.5 FEET WEST OF A POWER POLE.
 BL1848'DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS TO BE HAD
 BL1848'THROUGH A 4 INCH SCREW PLUG.
 BL1848
 BL1848                          STATION RECOVERY (1986)
 BL1848
 BL1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1848'RECOVERED IN GOOD CONDITION.
 BL1848
 BL1848                          STATION RECOVERY (1999)
 BL1848
 BL1848'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1848'RECOVERED IN GOOD CONDITION.
 BL1848
 BL1848                          STATION RECOVERY (2005)
 BL1848
 BL1848'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1848'1.5 FEET NORTHWEST OF POWER POLE STUMP, 1 FOOT SOUTHEAST OF WITNESS
 BL1848'POST
 BL1848'LAT/LON BY HANDHELD GPS(NAD83) N30 03 03.0 W095 54 31.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0091 ***********************************************************************
 AW0091  DESIGNATION -  W 1255
 AW0091  PID         -  AW0091
 AW0091  STATE/COUNTY-  TX/BRAZORIA
 AW0091  USGS QUAD   -  LAKE JACKSON (1974)
 AW0091
 AW0091                         *CURRENT SURVEY CONTROL
 AW0091  ___________________________________________________________________
 AW0091* NAD 83(1986)-  29 01 54.     (N)    095 24 17.     (W)     SCALED    
 AW0091* NAVD 88     -         4.60   (+/-2cm)      15.1    (feet)  VERTCON   
 AW0091  ___________________________________________________________________
 AW0091  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0091
 AW0091  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0091
 AW0091.The horizontal coordinates were scaled from a topographic map and have
 AW0091.an estimated accuracy of +/- 6 seconds.
 AW0091
 AW0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0091.The vertical order pertains to the NGVD 29 superseded value.
 AW0091
 AW0091.The geoid height was determined by GEOID03.
 AW0091
 AW0091;                    North         East    Units  Estimated Accuracy
 AW0091;SPC TXSC     - 4,138,190.      950,120.      MT  (+/- 180 meters Scaled)
 AW0091
 AW0091                          SUPERSEDED SURVEY CONTROL
 AW0091
 AW0091  NGVD 29 (??/??/92)    4.618  (m)           15.15   (f) ADJ UNCH    1 1
 AW0091
 AW0091.Superseded values are not recommended for survey control.
 AW0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0091.See file dsdata.txt to determine how the superseded data were derived.
 AW0091
 AW0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN658138(NAD 83)
 AW0091_MARKER: DB = BENCH MARK DISK
 AW0091_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0091_SP_SET: STAINLESS STEEL ROD
 AW0091_STAMPING: W 1255 1978
 AW0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0091
 AW0091  HISTORY     - Date     Condition        Report By
 AW0091  HISTORY     - 1978     MONUMENTED       NGS
 AW0091  HISTORY     - 1989     GOOD             USPSQD
 AW0091  HISTORY     - 1990     GOOD             USPSQD
 AW0091  HISTORY     - 19920613 GOOD             USPSQD
 AW0091  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW0091  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0091
 AW0091                          STATION DESCRIPTION
 AW0091
 AW0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0091'0.6 MI NW FROM CLUTE.
 AW0091'0.6 MILE NORTHWEST ALONG COUNTY ROAD 288 FROM ITS JUNCTION WITH
 AW0091'MAIN STREET AT CLUTE. AT THE CROSSING OF A PRIVATE SHELL ROAD
 AW0091'LEADING NORTHWEST, 49 FT NORTHEAST OF THE NORTHEAST RAIL, 9 FT
 AW0091'SOUTHEAST OF THE EXTENDED CENTERLINE OF JAMES STREET, 2 FT
 AW0091'NORTHWEST OF A POWERLINE POLE, 51 FT WEST OF A FENCELINE, 58 FT
 AW0091'SOUTHWEST OF A FENCELINE, 23 FT SOUTHWEST OF THE CENTER OF A SHELL
 AW0091'ROAD, 4 RAILS SOUTHEAST OF MILEPOST NUMBER 9.
 AW0091
 AW0091                          STATION RECOVERY (1989)
 AW0091
 AW0091'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0091'RECOVERED IN GOOD CONDITION.
 AW0091
 AW0091                          STATION RECOVERY (1990)
 AW0091
 AW0091'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0091'RECOVERED IN GOOD CONDITION.
 AW0091
 AW0091                          STATION RECOVERY (1992)
 AW0091
 AW0091'RECOVERY NOTE BY US POWER SQUADRON 1992 (RAC)
 AW0091'RECOVERED IN GOOD CONDITION.
 AW0091
 AW0091                          STATION RECOVERY (1998)
 AW0091
 AW0091'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0091'MARK NOT FOUND.
 AW0091
 AW0091                          STATION RECOVERY (2004)
 AW0091
 AW0091'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0142 ***********************************************************************
 AM0142  DESIGNATION -  W 1256
 AM0142  PID         -  AM0142
 AM0142  STATE/COUNTY-  TX/MATAGORDA
 AM0142  USGS QUAD   -  MATAGORDA (1972)
 AM0142
 AM0142                         *CURRENT SURVEY CONTROL
 AM0142  ___________________________________________________________________
 AM0142* NAD 83(1986)-  28 42 48.     (N)    095 57 19.     (W)     SCALED    
 AM0142* NAVD 88     -         1.96   (+/-2cm)       6.4    (feet)  VERTCON   
 AM0142  ___________________________________________________________________
 AM0142  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AM0142
 AM0142  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0142
 AM0142.The horizontal coordinates were scaled from a topographic map and have
 AM0142.an estimated accuracy of +/- 6 seconds.
 AM0142
 AM0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0142.The vertical order pertains to the NGVD 29 superseded value.
 AM0142
 AM0142.The geoid height was determined by GEOID03.
 AM0142
 AM0142;                    North         East    Units  Estimated Accuracy
 AM0142;SPC TXSC     - 4,101,400.      897,430.      MT  (+/- 180 meters Scaled)
 AM0142
 AM0142                          SUPERSEDED SURVEY CONTROL
 AM0142
 AM0142  NGVD 29 (??/??/92)    2.011  (m)            6.60   (f) ADJ UNCH    1 1
 AM0142
 AM0142.Superseded values are not recommended for survey control.
 AM0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0142.See file dsdata.txt to determine how the superseded data were derived.
 AM0142
 AM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM112798(NAD 83)
 AM0142_MARKER: DB = BENCH MARK DISK
 AM0142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0142_SP_SET: STAINLESS STEEL ROD
 AM0142_STAMPING: W 1256 1978
 AM0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0142+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0142
 AM0142  HISTORY     - Date     Condition        Report By
 AM0142  HISTORY     - 1978     MONUMENTED       NGS
 AM0142  HISTORY     - 20060316 GOOD             USPSQD
 AM0142
 AM0142                          STATION DESCRIPTION
 AM0142
 AM0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0142'1.9 MI NORTH FROM MATAGORDA.
 AM0142'1.9 MILES NORTH ALONG HIGHWAY 60 FROM THE POST OFFICE IN
 AM0142'MATAGORDA, 48 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FT.
 AM0142'EAST OF A TELEPHONE POLE, 1 FT. EAST OF THE FENCE.
 AM0142
 AM0142                          STATION RECOVERY (2006)
 AM0142
 AM0142'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0142'FOUND AS DESCRIBED.  GO TO N28 42 48.5 W095 57 18.9. FOUND THE SIGN
 AM0142'DOWN AND REPLACE IT ON THE METAL POLE.  PAINTED THE POLE ORANGE. PUT
 AM0142'ORANGE TAPE ON THE FENCE. THE MARK IS 2 FOOT NORTH OF METAL WITNESS
 AM0142'POST. IT IS 1 FOOT WEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0046 ***********************************************************************
 AH0046  DESIGNATION -  W 1257
 AH0046  PID         -  AH0046
 AH0046  STATE/COUNTY-  TX/ARANSAS
 AH0046  USGS QUAD   -  ESTES (1975)
 AH0046
 AH0046                         *CURRENT SURVEY CONTROL
 AH0046  ___________________________________________________________________
 AH0046* NAD 83(1986)-  27 58 12.     (N)    097 05 44.     (W)     SCALED    
 AH0046* NAVD 88     -         1.862  (meters)       6.11   (feet)  ADJUSTED  
 AH0046  ___________________________________________________________________
 AH0046  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH0046  DYNAMIC HT  -           1.860 (meters)       6.10  (feet)  COMP
 AH0046  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AH0046
 AH0046  VERT ORDER  -  FIRST     CLASS I
 AH0046
 AH0046.The horizontal coordinates were scaled from a topographic map and have
 AH0046.an estimated accuracy of +/- 6 seconds.
 AH0046
 AH0046.The orthometric height was determined by differential leveling
 AH0046.and adjusted by the National Geodetic Survey in June 1991..
 AH0046
 AH0046.The geoid height was determined by GEOID03.
 AH0046
 AH0046.The dynamic height is computed by dividing the NAVD 88
 AH0046.geopotential number by the normal gravity value computed on the
 AH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0046.degrees latitude (g = 980.6199 gals.).
 AH0046
 AH0046.The modeled gravity was interpolated from observed gravity values.
 AH0046
 AH0046;                    North         East    Units  Estimated Accuracy
 AH0046;SPC TXSC     - 4,016,670.      787,400.      MT  (+/- 180 meters Scaled)
 AH0046
 AH0046                          SUPERSEDED SURVEY CONTROL
 AH0046
 AH0046.No superseded survey control is available for this station.
 AH0046
 AH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR873953(NAD 83)
 AH0046_MARKER: DB = BENCH MARK DISK
 AH0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0046_SP_SET: HEADWALL
 AH0046_STAMPING: W 1257 1978
 AH0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0046
 AH0046  HISTORY     - Date     Condition        Report By
 AH0046  HISTORY     - 1978     MONUMENTED       NGS
 AH0046  HISTORY     - 1991     GOOD             USPSQD
 AH0046
 AH0046                          STATION DESCRIPTION
 AH0046
 AH0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0046'5.6 MI NE FROM ARANSAS PASS.
 AH0046'5.6 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF
 AH0046'STATE HIGHWAY 361 AT ARANSAS PASS, 4.7 MILES SOUTHWEST OF ROCKPORT,
 AH0046'250 FEET SOUTHWEST OF THE ENTRANCE TO THE PALM HARBOR MARINA, 27
 AH0046'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE
 AH0046'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 36-INCH CONCRETE CULVERT.
 AH0046'THIS BENCH MARK WAS SET IN A CULVERT BECAUSE THE HIGHWAY RIGHT-OF-WAY
 AH0046'ALONG THE LEVEL LINE WAS UNDER WATER.
 AH0046
 AH0046                          STATION RECOVERY (1991)
 AH0046
 AH0046'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AH0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0095 ***********************************************************************
 AO0095  DESIGNATION -  W 126
 AO0095  PID         -  AO0095
 AO0095  STATE/COUNTY-  TX/MCMULLEN
 AO0095  USGS QUAD   -  CALLIHAM NW (1967)
 AO0095
 AO0095                         *CURRENT SURVEY CONTROL
 AO0095  ___________________________________________________________________
 AO0095* NAD 83(1986)-  28 28 22.     (N)    098 22 36.     (W)     SCALED    
 AO0095* NAVD 88     -        72.312  (meters)     237.24   (feet)  ADJUSTED  
 AO0095  ___________________________________________________________________
 AO0095  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AO0095  DYNAMIC HT  -          72.205 (meters)     236.89  (feet)  COMP
 AO0095  MODELED GRAV-     979,164.5   (mgal)                       NAVD 88
 AO0095
 AO0095  VERT ORDER  -  SECOND    CLASS 0
 AO0095
 AO0095.The horizontal coordinates were scaled from a topographic map and have
 AO0095.an estimated accuracy of +/- 6 seconds.
 AO0095
 AO0095.The orthometric height was determined by differential leveling
 AO0095.and adjusted by the National Geodetic Survey in June 1991..
 AO0095
 AO0095.The geoid height was determined by GEOID03.
 AO0095
 AO0095.The dynamic height is computed by dividing the NAVD 88
 AO0095.geopotential number by the normal gravity value computed on the
 AO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0095.degrees latitude (g = 980.6199 gals.).
 AO0095
 AO0095.The modeled gravity was interpolated from observed gravity values.
 AO0095
 AO0095;                    North         East    Units  Estimated Accuracy
 AO0095;SPC TXSC     - 4,071,030.      661,040.      MT  (+/- 180 meters Scaled)
 AO0095
 AO0095                          SUPERSEDED SURVEY CONTROL
 AO0095
 AO0095  NGVD 29 (??/??/92)   72.282  (m)          237.15   (f) ADJ UNCH    2 0
 AO0095
 AO0095.Superseded values are not recommended for survey control.
 AO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0095.See file dsdata.txt to determine how the superseded data were derived.
 AO0095
 AO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS610497(NAD 83)
 AO0095_MARKER: DB = BENCH MARK DISK
 AO0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0095_STAMPING: 237.152 W 126 1933
 AO0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0095+STABILITY: SURFACE MOTION
 AO0095
 AO0095  HISTORY     - Date     Condition        Report By
 AO0095  HISTORY     - 1933     MONUMENTED       CGS
 AO0095  HISTORY     - 1968     GOOD             USGS
 AO0095
 AO0095                          STATION DESCRIPTION
 AO0095
 AO0095'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0095'1.8 MI W FROM CALLIHAM.
 AO0095'CALLIHAM, 1.8 MILES WEST OF ALONG STATE HIGHWAY 72.  THEN 0.1 MILE
 AO0095'NORTH ON PRIVATE ROAD.  60 FEET EAST OF PRIVATE ROAD.  ABOUT 50 FEET
 AO0095'SOUTH OF CONCRETE WATER TANK, A STANDARD BRONZE TABLET IN A CONCRETE
 AO0095'POST STAMPED 237.152 W 126 1933 PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0124 ***********************************************************************
 AO0124  DESIGNATION -  W 127
 AO0124  PID         -  AO0124
 AO0124  STATE/COUNTY-  TX/LA SALLE
 AO0124  USGS QUAD   -  DULL (1969)
 AO0124
 AO0124                         *CURRENT SURVEY CONTROL
 AO0124  ___________________________________________________________________
 AO0124* NAD 83(1986)-  28 26 41.     (N)    098 56 02.     (W)     SCALED    
 AO0124* NAVD 88     -       104.124  (meters)     341.61   (feet)  ADJUSTED  
 AO0124  ___________________________________________________________________
 AO0124  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AO0124  DYNAMIC HT  -         103.968 (meters)     341.10  (feet)  COMP
 AO0124  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 AO0124
 AO0124  VERT ORDER  -  SECOND    CLASS 0
 AO0124
 AO0124.The horizontal coordinates were scaled from a topographic map and have
 AO0124.an estimated accuracy of +/- 6 seconds.
 AO0124
 AO0124.The orthometric height was determined by differential leveling
 AO0124.and adjusted by the National Geodetic Survey in June 1991..
 AO0124
 AO0124.The geoid height was determined by GEOID03.
 AO0124
 AO0124.The dynamic height is computed by dividing the NAVD 88
 AO0124.geopotential number by the normal gravity value computed on the
 AO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0124.degrees latitude (g = 980.6199 gals.).
 AO0124
 AO0124.The modeled gravity was interpolated from observed gravity values.
 AO0124
 AO0124;                    North         East    Units  Estimated Accuracy
 AO0124;SPC TXSC     - 4,067,760.      606,480.      MT  (+/- 180 meters Scaled)
 AO0124
 AO0124                          SUPERSEDED SURVEY CONTROL
 AO0124
 AO0124  NGVD 29 (??/??/92)  104.080  (m)          341.47   (f) ADJ UNCH    2 0
 AO0124
 AO0124.Superseded values are not recommended for survey control.
 AO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0124.See file dsdata.txt to determine how the superseded data were derived.
 AO0124
 AO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS064464(NAD 83)
 AO0124_MARKER: DB = BENCH MARK DISK
 AO0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0124_SP_SET: CULVERT
 AO0124_STAMPING: 341.436 W 127 1933
 AO0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0124
 AO0124  HISTORY     - Date     Condition        Report By
 AO0124  HISTORY     - 1933     MONUMENTED       CGS
 AO0124  HISTORY     - 1934     GOOD             NGS
 AO0124
 AO0124                          STATION DESCRIPTION
 AO0124
 AO0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0124'4.6 MI E FROM LOS ANGELES.
 AO0124'4.6 MILES EAST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0124'LOS ANGELES, LA SALLE COUNTY, AT DULL, 7 POLES EAST OF MILEPOST 87,
 AO0124'120 YARDS EAST OF THE EAST SWITCH TO DULL, AT A 4- BY 4-FOOT CONCRETE
 AO0124'CULVERT, AND IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 AO0124'HEADWALL.  A STANDARD DISK, STAMPED 341.436 W 127 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1867 ***********************************************************************
 AN1867  DESIGNATION -  W 1272
 AN1867  PID         -  AN1867
 AN1867  STATE/COUNTY-  TX/SAN PATRICIO
 AN1867  USGS QUAD   -  SINTON WEST (1979)
 AN1867
 AN1867                         *CURRENT SURVEY CONTROL
 AN1867  ___________________________________________________________________
 AN1867* NAD 83(1986)-  28 02 55.     (N)    097 30 13.     (W)     SCALED    
 AN1867* NAVD 88     -        13.094  (meters)      42.96   (feet)  ADJUSTED  
 AN1867  ___________________________________________________________________
 AN1867  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1867  DYNAMIC HT  -          13.074 (meters)      42.89  (feet)  COMP
 AN1867  MODELED GRAV-     979,134.5   (mgal)                       NAVD 88
 AN1867
 AN1867  VERT ORDER  -  FIRST     CLASS I
 AN1867
 AN1867.The horizontal coordinates were scaled from a topographic map and have
 AN1867.an estimated accuracy of +/- 6 seconds.
 AN1867
 AN1867.The orthometric height was determined by differential leveling
 AN1867.and adjusted by the National Geodetic Survey in June 1991..
 AN1867
 AN1867.The geoid height was determined by GEOID03.
 AN1867
 AN1867.The dynamic height is computed by dividing the NAVD 88
 AN1867.geopotential number by the normal gravity value computed on the
 AN1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1867.degrees latitude (g = 980.6199 gals.).
 AN1867
 AN1867.The modeled gravity was interpolated from observed gravity values.
 AN1867
 AN1867;                    North         East    Units  Estimated Accuracy
 AN1867;SPC TX S     - 5,264,300.      397,970.      MT  (+/- 180 meters Scaled)
 AN1867
 AN1867                          SUPERSEDED SURVEY CONTROL
 AN1867
 AN1867  NGVD 29 (??/??/92)   13.261  (m)           43.51   (f) ADJ UNCH    1 1
 AN1867
 AN1867.Superseded values are not recommended for survey control.
 AN1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1867.See file dsdata.txt to determine how the superseded data were derived.
 AN1867
 AN1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS470034(NAD 83)
 AN1867_MARKER: DB = BENCH MARK DISK
 AN1867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1867_SP_SET: STAINLESS STEEL ROD
 AN1867_STAMPING: W 1272 1978
 AN1867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1867
 AN1867  HISTORY     - Date     Condition        Report By
 AN1867  HISTORY     - 1978     MONUMENTED       NGS
 AN1867  HISTORY     - 1981     GOOD             NGS
 AN1867  HISTORY     - 19950610 GOOD             USPSQD
 AN1867
 AN1867                          STATION DESCRIPTION
 AN1867
 AN1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1867'1.0 MI NE FROM SINTON.
 AN1867'1.0 MILE NORTHEAST ALONG U. S. HIGHWAY 77 FROM ITS JUNCTION WITH
 AN1867'U. S. HIGHWAY 181 IN SINTON, 200 FEET SOUTHWEST OF THE ENTRANCE TO THE
 AN1867'SUPERIOR OIL FIELD COMPANY OFFICE, 62 FEET NORTHWEST OF THE CENTER OF
 AN1867'THE HIGHWAY, 1 FOOT SOUTHWEST OF A UTILITY POLE AND 1 FOOT NORTHEAST
 AN1867'OF A CHAIN LINK FENCE.
 AN1867
 AN1867                          STATION RECOVERY (1981)
 AN1867
 AN1867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1867'RECOVERED IN GOOD CONDITION.
 AN1867
 AN1867                          STATION RECOVERY (1995)
 AN1867
 AN1867'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1862 ***********************************************************************
 AN1862  DESIGNATION -  W 1273
 AN1862  PID         -  AN1862
 AN1862  STATE/COUNTY-  TX/SAN PATRICIO
 AN1862  USGS QUAD   -  SINTON EAST (1979)
 AN1862
 AN1862                         *CURRENT SURVEY CONTROL
 AN1862  ___________________________________________________________________
 AN1862* NAD 83(1986)-  28 06 47.     (N)    097 27 00.     (W)     SCALED    
 AN1862* NAVD 88     -        14.513  (meters)      47.61   (feet)  ADJUSTED  
 AN1862  ___________________________________________________________________
 AN1862  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN1862  DYNAMIC HT  -          14.492 (meters)      47.55  (feet)  COMP
 AN1862  MODELED GRAV-     979,140.0   (mgal)                       NAVD 88
 AN1862
 AN1862  VERT ORDER  -  FIRST     CLASS I
 AN1862
 AN1862.The horizontal coordinates were scaled from a topographic map and have
 AN1862.an estimated accuracy of +/- 6 seconds.
 AN1862
 AN1862.The orthometric height was determined by differential leveling
 AN1862.and adjusted by the National Geodetic Survey in June 1991..
 AN1862
 AN1862.The geoid height was determined by GEOID03.
 AN1862
 AN1862.The dynamic height is computed by dividing the NAVD 88
 AN1862.geopotential number by the normal gravity value computed on the
 AN1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1862.degrees latitude (g = 980.6199 gals.).
 AN1862
 AN1862.The modeled gravity was interpolated from observed gravity values.
 AN1862
 AN1862;                    North         East    Units  Estimated Accuracy
 AN1862;SPC TX S     - 5,271,490.      403,180.      MT  (+/- 180 meters Scaled)
 AN1862
 AN1862                          SUPERSEDED SURVEY CONTROL
 AN1862
 AN1862  NGVD 29 (??/??/92)   14.683  (m)           48.17   (f) ADJ UNCH    1 1
 AN1862
 AN1862.Superseded values are not recommended for survey control.
 AN1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1862.See file dsdata.txt to determine how the superseded data were derived.
 AN1862
 AN1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS522106(NAD 83)
 AN1862_MARKER: DB = BENCH MARK DISK
 AN1862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1862_SP_SET: HEADWALL
 AN1862_STAMPING: W 1273 1978
 AN1862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1862
 AN1862  HISTORY     - Date     Condition        Report By
 AN1862  HISTORY     - 1978     MONUMENTED       NGS
 AN1862  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1862  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1862
 AN1862                          STATION DESCRIPTION
 AN1862
 AN1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1862'6.6 MI NE FROM SINTON.
 AN1862'6.6 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF
 AN1862'U.S. HIGHWAY 181 AT SINTON, SET IN THE TOP OF AND 1 FT SOUTHWEST OF
 AN1862'THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A MULTI-BOX CULVERT
 AN1862'22 FT NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 AN1862
 AN1862                          STATION RECOVERY (1990)
 AN1862
 AN1862'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1862'MARK NOT FOUND.
 AN1862
 AN1862                          STATION RECOVERY (1995)
 AN1862
 AN1862'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0056 ***********************************************************************
 AW0056  DESIGNATION -  W 1274
 AW0056  PID         -  AW0056
 AW0056  STATE/COUNTY-  TX/BRAZORIA
 AW0056  USGS QUAD   -  OYSTER CREEK (1974)
 AW0056
 AW0056                         *CURRENT SURVEY CONTROL
 AW0056  ___________________________________________________________________
 AW0056* NAD 83(1986)-  29 01 53.     (N)    095 19 45.     (W)     SCALED    
 AW0056* NAVD 88     -         2.16   (+/-2cm)       7.1    (feet)  VERTCON   
 AW0056  ___________________________________________________________________
 AW0056  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW0056
 AW0056  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0056
 AW0056.The horizontal coordinates were scaled from a topographic map and have
 AW0056.an estimated accuracy of +/- 6 seconds.
 AW0056
 AW0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0056.The vertical order pertains to the NGVD 29 superseded value.
 AW0056
 AW0056.The geoid height was determined by GEOID03.
 AW0056
 AW0056;                    North         East    Units  Estimated Accuracy
 AW0056;SPC TXSC     - 4,138,390.      957,470.      MT  (+/- 180 meters Scaled)
 AW0056
 AW0056                          SUPERSEDED SURVEY CONTROL
 AW0056
 AW0056  NGVD 29 (??/??/92)    2.178  (m)            7.15   (f) ADJ UNCH    1 1
 AW0056
 AW0056.Superseded values are not recommended for survey control.
 AW0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0056.See file dsdata.txt to determine how the superseded data were derived.
 AW0056
 AW0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN731137(NAD 83)
 AW0056_MARKER: DB = BENCH MARK DISK
 AW0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0056_SP_SET: HEADWALL
 AW0056_STAMPING: W 1274 1978
 AW0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0056
 AW0056  HISTORY     - Date     Condition        Report By
 AW0056  HISTORY     - 1978     MONUMENTED       NGS
 AW0056  HISTORY     - 1990     GOOD             USPSQD
 AW0056  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0056
 AW0056                          STATION DESCRIPTION
 AW0056
 AW0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0056'5.5 MI NORTH FROM FREEPORT.
 AW0056'5.5 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0056'BOULEVARD AT FREEPORT, IN TOP OF AND 1 FOOT NORTHWEST OF THE SOUTH
 AW0056'EAST END OF THE NORTHEAST HEADWALL OF A BOX CULVERT, 29 FT NORTHEAST
 AW0056'OF THE CENTER LINE OF THE ROAD, 32 FT SOUTHWEST OF A FENCE.
 AW0056
 AW0056                          STATION RECOVERY (1990)
 AW0056
 AW0056'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0056'RECOVERED IN GOOD CONDITION.
 AW0056
 AW0056                          STATION RECOVERY (2003)
 AW0056
 AW0056'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AW0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2078 ***********************************************************************
 AW2078  DESIGNATION -  W 1277
 AW2078  PID         -  AW2078
 AW2078  STATE/COUNTY-  TX/HARRIS
 AW2078  USGS QUAD   -  LEAGUE CITY (1995)
 AW2078
 AW2078                         *CURRENT SURVEY CONTROL
 AW2078  ___________________________________________________________________
 AW2078* NAD 83(1986)-  29 35 21.     (N)    095 03 20.     (W)     SCALED    
 AW2078* NAVD 88     -         2.980  (meters)       9.78   (feet)  ADJUSTED  
 AW2078  ___________________________________________________________________
 AW2078  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW2078  DYNAMIC HT  -           2.976 (meters)       9.76  (feet)  COMP
 AW2078  MODELED GRAV-     979,275.2   (mgal)                       NAVD 88
 AW2078
 AW2078  VERT ORDER  -  FIRST     CLASS II
 AW2078
 AW2078.The horizontal coordinates were scaled from a topographic map and have
 AW2078.an estimated accuracy of +/- 6 seconds.
 AW2078
 AW2078.The orthometric height was determined by differential leveling
 AW2078.and adjusted by the National Geodetic Survey in June 1991..
 AW2078
 AW2078.The geoid height was determined by GEOID03.
 AW2078
 AW2078.The dynamic height is computed by dividing the NAVD 88
 AW2078.geopotential number by the normal gravity value computed on the
 AW2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2078.degrees latitude (g = 980.6199 gals.).
 AW2078
 AW2078.The modeled gravity was interpolated from observed gravity values.
 AW2078
 AW2078;                    North         East    Units  Estimated Accuracy
 AW2078;SPC TXSC     - 4,201,040.      982,020.      MT  (+/- 180 meters Scaled)
 AW2078
 AW2078                          SUPERSEDED SURVEY CONTROL
 AW2078
 AW2078  NGVD 29 (12/23/87)    2.977  (m)            9.77   (f) ADJUSTED    1 2
 AW2078
 AW2078.Superseded values are not recommended for survey control.
 AW2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2078.See file dsdata.txt to determine how the superseded data were derived.
 AW2078
 AW2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN009750(NAD 83)
 AW2078_MARKER: DB = BENCH MARK DISK
 AW2078_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2078_SP_SET: STAINLESS STEEL ROD
 AW2078_STAMPING: W 1277 1978
 AW2078_MARK LOGO: NGS   
 AW2078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2078
 AW2078  HISTORY     - Date     Condition        Report By
 AW2078  HISTORY     - 1978     MONUMENTED       NGS
 AW2078  HISTORY     - 1987     GOOD             USPSQD
 AW2078  HISTORY     - 1987     GOOD             NGS
 AW2078  HISTORY     - 1989     GOOD             USPSQD
 AW2078  HISTORY     - 1990     GOOD             USPSQD
 AW2078  HISTORY     - 1990     GOOD             USPSQD
 AW2078  HISTORY     - 19931122 GOOD             USPSQD
 AW2078  HISTORY     - 20031112 MARK NOT FOUND   USPSQD
 AW2078  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AW2078
 AW2078                          STATION DESCRIPTION
 AW2078
 AW2078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2078'10.2 MI SE FROM GENOA.
 AW2078'ABOUT 5.7 MILES EAST ALONG GENOA-RED BLUFF ROAD FROM ITS JUNCTION WITH
 AW2078'STATE HIGHWAY 3 IN GENOA, THENCE 4.4 MILES SOUTHEAST ALONG RED BLUFF
 AW2078'ROAD, AND THENCE 0.1 MILE SOUTHWEST ALONG KIRBY ROAD, 46.8 FEET
 AW2078'SOUTHWEST OF A 3 FOOT HIGH ROUND UNDERGROUND CABLE WARNING POST, 33
 AW2078'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 20.5 FEET NORTHWEST
 AW2078'OF THE NORTHWEST CURB OF THE SOUTH LANES, AND 1 FOOT SOUTHEAST OF A
 AW2078'CHAIN LINK FENCE.
 AW2078
 AW2078                          STATION RECOVERY (1987)
 AW2078
 AW2078'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2078'RECOVERED IN GOOD CONDITION.
 AW2078
 AW2078                          STATION RECOVERY (1987)
 AW2078
 AW2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2078'RECOVERED IN GOOD CONDITION.
 AW2078
 AW2078                          STATION RECOVERY (1989)
 AW2078
 AW2078'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW2078'RECOVERED IN GOOD CONDITION.
 AW2078
 AW2078                          STATION RECOVERY (1990)
 AW2078
 AW2078'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW2078'RECOVERED IN GOOD CONDITION.
 AW2078
 AW2078                          STATION RECOVERY (1990)
 AW2078
 AW2078'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW2078'RECOVERED IN GOOD CONDITION.
 AW2078
 AW2078                          STATION RECOVERY (1993)
 AW2078
 AW2078'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2078'RECOVERED IN GOOD CONDITION.
 AW2078
 AW2078                          STATION RECOVERY (2003)
 AW2078
 AW2078'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2078'MARK NOT FOUND.
 AW2078
 AW2078                          STATION RECOVERY (2005)
 AW2078
 AW2078'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0221 ***********************************************************************
 AW0221  DESIGNATION -  W 1278
 AW0221  PID         -  AW0221
 AW0221  STATE/COUNTY-  TX/HARRIS
 AW0221  USGS QUAD   -  SETTEGAST (1995)
 AW0221
 AW0221                         *CURRENT SURVEY CONTROL
 AW0221  ___________________________________________________________________
 AW0221* NAD 83(1986)-  29 47 30.     (N)    095 20 03.     (W)     SCALED    
 AW0221* NAVD 88     -        13.843  (meters)      45.42   (feet)  ADJUSTED  
 AW0221  ___________________________________________________________________
 AW0221  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0221  DYNAMIC HT  -          13.825 (meters)      45.36  (feet)  COMP
 AW0221  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 AW0221
 AW0221  VERT ORDER  -  FIRST     CLASS II
 AW0221
 AW0221.The horizontal coordinates were scaled from a topographic map and have
 AW0221.an estimated accuracy of +/- 6 seconds.
 AW0221
 AW0221.The orthometric height was determined by differential leveling
 AW0221.and adjusted by the National Geodetic Survey in July 2002..
 AW0221
 AW0221.The geoid height was determined by GEOID03.
 AW0221
 AW0221.The dynamic height is computed by dividing the NAVD 88
 AW0221.geopotential number by the normal gravity value computed on the
 AW0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0221.degrees latitude (g = 980.6199 gals.).
 AW0221
 AW0221.The modeled gravity was interpolated from observed gravity values.
 AW0221
 AW0221;                    North         East    Units  Estimated Accuracy
 AW0221;SPC TXSC     - 4,222,590.      954,340.      MT  (+/- 180 meters Scaled)
 AW0221
 AW0221                          SUPERSEDED SURVEY CONTROL
 AW0221
 AW0221  NAVD 88 (09/11/96)   13.849  (m)           45.44   (f) UNKNOWN     1 2
 AW0221  NAVD 88 (06/15/91)   13.937  (m)           45.73   (f) UNKNOWN     1 2
 AW0221  NGVD 29 (12/23/87)   13.933  (m)           45.71   (f) ADJUSTED    1 2
 AW0221
 AW0221.Superseded values are not recommended for survey control.
 AW0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0221.See file dsdata.txt to determine how the superseded data were derived.
 AW0221
 AW0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN743979(NAD 83)
 AW0221_MARKER: DV = VERTICAL CONTROL DISK
 AW0221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0221_SP_SET: STAINLESS STEEL ROD
 AW0221_STAMPING: W 1278 1978
 AW0221_MARK LOGO: NGS   
 AW0221_PROJECTION: PROJECTING 1 CENTIMETERS
 AW0221_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0221+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0221_ROD/PIPE-DEPTH: 7.3  meters
 AW0221
 AW0221  HISTORY     - Date     Condition        Report By
 AW0221  HISTORY     - 1978     MONUMENTED       NGS
 AW0221  HISTORY     - 1983     GOOD             NGS
 AW0221  HISTORY     - 1986     GOOD             NGS
 AW0221  HISTORY     - 19951007 GOOD             CHANCE
 AW0221  HISTORY     - 19960204 GOOD             NGS
 AW0221  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW0221
 AW0221                          STATION DESCRIPTION
 AW0221
 AW0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0221'0.8 MI SE FROM HOUSTON.
 AW0221'ABOUT 0.4 MILE EAST ALONG COLLINGSWORTH STREET, FROM THE U.S. HIGHWAY
 AW0221'59 OVERPASS IN HOUSTON, THENCE 0.2 MILE SOUTH ON LINN AND GREGG
 AW0221'STREETS TO THE ROLAND STREET GATE TO CITY OF HOUSTON NORTHEAST
 AW0221'PUMPING STATION, AND THENCE 0.2 MILE EAST ALONG A SHELL AND CONCRETE
 AW0221'DRIVEWAY ALONG THE SOUTHSIDE OF THE PUMPING STATION TO THE NORTHEAST
 AW0221'CORNER OF A CYCLONE FENCE AROUND THE STATION, 3 FEET SOUTHWEST OF
 AW0221'THE NORTHEAST CORNER POST OF THE FENCE, 2.5 FEET SOUTH OF THE FENCE,
 AW0221'AND 2.5 FEET WEST OF THE FENCE.
 AW0221
 AW0221                          STATION RECOVERY (1983)
 AW0221
 AW0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0221'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0221'0.6 KM (0.4 MI) EAST ALONG COLLINGSWORTH STREET FROM THE U.S. HIGHWAY
 AW0221'59 OVERPASS IN NORTHEAST HOUSTON, THENCE 0.3 KM (0.2 MI) SOUTH ON LINN
 AW0221'AND GREGG STREETS TO THE INTERSECTION OF ROLAND AND GREGG STREETS AND
 AW0221'THE WEST ENTRANCE TO THE CITY OF HOUSTON NORTHEAST PUMPING STATION,
 AW0221'0.2 KM (0.15 MI) EAST-NORTHEAST OF THE WEST ENTRANCE AND AT THE OLD
 AW0221'NORTHEAST FENCE CORNER OF THE SECURITY FENCE AROUND THE PUMPING
 AW0221'STATION, 0.91 METERS (3.0 FT) SOUTHWEST OF THE NORTHEAST CORNER FENCE
 AW0221'POST, 0.76 METERS (2.5 FT) SOUTH OF THE EAST-WEST FENCE, AND
 AW0221'0.76 METERS (2.5 FT) WEST OF THE NORTH-SOUTH FENCE.
 AW0221
 AW0221                          STATION RECOVERY (1986)
 AW0221
 AW0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0221'RECOVERED IN GOOD CONDITION.
 AW0221
 AW0221                          STATION RECOVERY (1995)
 AW0221
 AW0221'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0221'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW0221'ADDITIONAL TIES AS FOLLOW.  2.9 M (9.5 FT) NORTHEAST OF THE CENTER OF
 AW0221'A STORM DRAIN.  32.6 M (107.0 FT) NORTH OF A SECOND STORM DRAIN. 39.9
 AW0221'M (130.9 FT) NORTEAST OF A LARGE VALVE ON THE NORTHEAST FACE OF THE
 AW0221'NORTHEAST WATER TANK.
 AW0221
 AW0221                          STATION RECOVERY (1996)
 AW0221
 AW0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0221'IN HOUSTON, AT THE NORTHEAST CORNER OF THE HOUSTON NORTHEAST PUMPING
 AW0221'STATION PROPERTY AT 3400 STAPLES STREET, 39.9 M (130.9 FT) NORTHEAST
 AW0221'OF THE NORTHEAST FACE OF THE MOST NORTHEASTERLY OF 2 WATER STORAGE
 AW0221'TANKS, 2.9 M (9.5 FT) NORTHEAST OF THE CENTER OF A STORM DRAIN, 0.8 M
 AW0221'(2.6 FT) SOUTH OF A CHAIN-LINK FENCE, AND 0.8 M (2.6 FT) WEST OF A
 AW0221'FENCE.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND PROJECTS
 AW0221'0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
 AW0221
 AW0221                          STATION RECOVERY (1996)
 AW0221
 AW0221'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2144 ***********************************************************************
 AW2144  DESIGNATION -  W 1279
 AW2144  PID         -  AW2144
 AW2144  STATE/COUNTY-  TX/HARRIS
 AW2144  USGS QUAD   -  CLODINE (1995)
 AW2144
 AW2144                         *CURRENT SURVEY CONTROL
 AW2144  ___________________________________________________________________
 AW2144* NAD 83(1986)-  29 42 34.     (N)    095 39 39.     (W)     SCALED    
 AW2144* NAVD 88     -        26.94   (+/-2cm)      88.4    (feet)  VERTCON   
 AW2144  ___________________________________________________________________
 AW2144  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2144
 AW2144  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2144
 AW2144.The horizontal coordinates were scaled from a topographic map and have
 AW2144.an estimated accuracy of +/- 6 seconds.
 AW2144
 AW2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2144.The vertical order pertains to the NGVD 29 superseded value.
 AW2144
 AW2144.The geoid height was determined by GEOID03.
 AW2144
 AW2144;                    North         East    Units  Estimated Accuracy
 AW2144;SPC TXSC     - 4,212,540.      923,040.      MT  (+/- 180 meters Scaled)
 AW2144
 AW2144                          SUPERSEDED SURVEY CONTROL
 AW2144
 AW2144  NGVD 29 (04/06/79)   26.936  (m)           88.37   (f) ADJUSTED    1 2
 AW2144
 AW2144.Superseded values are not recommended for survey control.
 AW2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2144.See file dsdata.txt to determine how the superseded data were derived.
 AW2144
 AW2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN425895(NAD 83)
 AW2144_MARKER: DB = BENCH MARK DISK
 AW2144_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2144_SP_SET: STAINLESS STEEL ROD
 AW2144_STAMPING: W 1279 1978
 AW2144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2144
 AW2144  HISTORY     - Date     Condition        Report By
 AW2144  HISTORY     - 1978     MONUMENTED       NGS
 AW2144  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2144  HISTORY     - 19901208 MARK NOT FOUND   USPSQD
 AW2144  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW2144
 AW2144                          STATION DESCRIPTION
 AW2144
 AW2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2144'1.8 MI EAST FROM CLODINE.
 AW2144'ABOUT 1.8 MILES EAST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION OF
 AW2144'FARM ROAD 1464 IN CLODINE, AT THE JUNCTION OF ADDICKS-CLODINE ROAD,
 AW2144'142 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27 FEET EAST OF THE
 AW2144'CENTERLINE OF THE SOUTH LANES OF ADDICKS-CLODINE ROAD, 21 FEET WEST
 AW2144'OF THE CENTERLINE OF THE NORTH LANES OF ADDICKS-CLODINE ROAD, AND 1.5
 AW2144'FEET NORTH OF A LONG POWER POLE IN THE MIDDLE OF THE MEDIUM OF
 AW2144'ADDICKS-CLODINE ROAD.
 AW2144
 AW2144                          STATION RECOVERY (1986)
 AW2144
 AW2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2144'NOT RECOVERED.
 AW2144
 AW2144                          STATION RECOVERY (1990)
 AW2144
 AW2144'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2144'MARK NOT FOUND.
 AW2144
 AW2144                          STATION RECOVERY (2003)
 AW2144
 AW2144'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW2144'NEW SURVEYOR'S MARKER IN MEDIAN STRIP NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0541 ***********************************************************************
 AJ0541  DESIGNATION -  W 128
 AJ0541  PID         -  AJ0541
 AJ0541  STATE/COUNTY-  TX/JIM HOGG
 AJ0541  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0541
 AJ0541                         *CURRENT SURVEY CONTROL
 AJ0541  ___________________________________________________________________
 AJ0541* NAD 83(1986)-  27 00 54.     (N)    098 30 38.     (W)     SCALED    
 AJ0541* NAVD 88     -       114.343  (meters)     375.14   (feet)  ADJUSTED  
 AJ0541  ___________________________________________________________________
 AJ0541  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AJ0541  DYNAMIC HT  -         114.158 (meters)     374.53  (feet)  COMP
 AJ0541  MODELED GRAV-     979,033.9   (mgal)                       NAVD 88
 AJ0541
 AJ0541  VERT ORDER  -  SECOND    CLASS 0
 AJ0541
 AJ0541.The horizontal coordinates were scaled from a topographic map and have
 AJ0541.an estimated accuracy of +/- 6 seconds.
 AJ0541
 AJ0541.The orthometric height was determined by differential leveling
 AJ0541.and adjusted by the National Geodetic Survey in June 1991..
 AJ0541
 AJ0541.The geoid height was determined by GEOID03.
 AJ0541
 AJ0541.The dynamic height is computed by dividing the NAVD 88
 AJ0541.geopotential number by the normal gravity value computed on the
 AJ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0541.degrees latitude (g = 980.6199 gals.).
 AJ0541
 AJ0541.The modeled gravity was interpolated from observed gravity values.
 AJ0541
 AJ0541;                    North         East    Units  Estimated Accuracy
 AJ0541;SPC TX S     - 5,149,380.      298,950.      MT  (+/- 180 meters Scaled)
 AJ0541
 AJ0541                          SUPERSEDED SURVEY CONTROL
 AJ0541
 AJ0541  NGVD 29 (??/??/92)  114.388  (m)          375.29   (f) ADJ UNCH    2 0
 AJ0541
 AJ0541.Superseded values are not recommended for survey control.
 AJ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0541.See file dsdata.txt to determine how the superseded data were derived.
 AJ0541
 AJ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ485881(NAD 83)
 AJ0541_MARKER: DB = BENCH MARK DISK
 AJ0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0541_STAMPING: W-128 1933
 AJ0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0541+STABILITY: SURFACE MOTION
 AJ0541
 AJ0541  HISTORY     - Date     Condition        Report By
 AJ0541  HISTORY     - 1933     MONUMENTED       CGS
 AJ0541  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0541
 AJ0541                          STATION DESCRIPTION
 AJ0541
 AJ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0541'24.8 MI SE FROM HEBBRONVILLE.
 AJ0541'2.5 MILES SOUTHEAST OF ALTA VISTA, ALONG ALTA VISTA-SANTA ELENA ROAD.
 AJ0541'15 FEET EAST OF CENTERLINE OF CATTLE GUARD THROUGH FIRST EAST-WEST
 AJ0541'FENCE SOUTH OF W W JONES RANCH HOUSE ALTA VISTA.
 AJ0541
 AJ0541                          STATION RECOVERY (1972)
 AJ0541
 AJ0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1859 ***********************************************************************
 AW1859  DESIGNATION -  W 1281
 AW1859  PID         -  AW1859
 AW1859  STATE/COUNTY-  TX/HARRIS
 AW1859  USGS QUAD   -  SATSUMA (1982)
 AW1859
 AW1859                         *CURRENT SURVEY CONTROL
 AW1859  ___________________________________________________________________
 AW1859* NAD 83(1986)-  29 52 46.     (N)    095 36 33.     (W)     SCALED    
 AW1859* NAVD 88     -        37.069  (meters)     121.62   (feet)  ADJUSTED  
 AW1859  ___________________________________________________________________
 AW1859  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1859  DYNAMIC HT  -          37.019 (meters)     121.45  (feet)  COMP
 AW1859  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 AW1859
 AW1859  VERT ORDER  -  FIRST     CLASS II
 AW1859
 AW1859.The horizontal coordinates were scaled from a topographic map and have
 AW1859.an estimated accuracy of +/- 6 seconds.
 AW1859
 AW1859.The orthometric height was determined by differential leveling
 AW1859.and adjusted by the National Geodetic Survey in June 1991..
 AW1859
 AW1859.The geoid height was determined by GEOID03.
 AW1859
 AW1859.The dynamic height is computed by dividing the NAVD 88
 AW1859.geopotential number by the normal gravity value computed on the
 AW1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1859.degrees latitude (g = 980.6199 gals.).
 AW1859
 AW1859.The modeled gravity was interpolated from observed gravity values.
 AW1859
 AW1859;                    North         East    Units  Estimated Accuracy
 AW1859;SPC TXSC     - 4,231,510.      927,490.      MT  (+/- 180 meters Scaled)
 AW1859
 AW1859                          SUPERSEDED SURVEY CONTROL
 AW1859
 AW1859  NGVD 29 (12/23/87)   37.063  (m)          121.60   (f) ADJUSTED    1 2
 AW1859
 AW1859.Superseded values are not recommended for survey control.
 AW1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1859.See file dsdata.txt to determine how the superseded data were derived.
 AW1859
 AW1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP480082(NAD 83)
 AW1859_MARKER: DB = BENCH MARK DISK
 AW1859_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1859_SP_SET: HEADWALL
 AW1859_STAMPING: W 1281 1978
 AW1859_MARK LOGO: NGS   
 AW1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1859+STABILITY: SURFACE MOTION
 AW1859
 AW1859  HISTORY     - Date     Condition        Report By
 AW1859  HISTORY     - 1978     MONUMENTED       NGS
 AW1859  HISTORY     - 1986     GOOD             NGS
 AW1859  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1859
 AW1859                          STATION DESCRIPTION
 AW1859
 AW1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1859'4.7 MI NW FROM FAIRBANKS.
 AW1859'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE IN
 AW1859'FAIRBANKS, AND THENCE 2.3 MILES WEST ALONG FARM ROAD 529.  AT THE T
 AW1859'JUNCTION OF FARM ROAD 529 AND ADDICKS FAIRBANKS ROAD, SET IN TOP OF
 AW1859'THE SOUTH HEADWALL TO A 2X3 FEET BOX CULVERT, 217 FEET WEST OF THE
 AW1859'CENTERLINE OF ADDICKS FAIRBANKS ROAD, 15 FEET SOUTH OF THE CENTERLINE
 AW1859'OF FARM ROAD 529, AND 0.6 FOOT EAST OF THE WEST END OF THE HEADWALL.
 AW1859
 AW1859                          STATION RECOVERY (1986)
 AW1859
 AW1859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1859'RECOVERED IN GOOD CONDITION.
 AW1859
 AW1859                          STATION RECOVERY (1994)
 AW1859
 AW1859'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2391 ***********************************************************************
 BY2391  DESIGNATION -  W 1283
 BY2391  PID         -  BY2391
 BY2391  STATE/COUNTY-  TX/SHELBY
 BY2391  USGS QUAD   -  NEUVILLE (1984)
 BY2391
 BY2391                         *CURRENT SURVEY CONTROL
 BY2391  ___________________________________________________________________
 BY2391* NAD 83(1986)-  31 43 44.     (N)    094 10 23.     (W)     SCALED    
 BY2391* NAVD 88     -        83.443  (meters)     273.76   (feet)  ADJUSTED  
 BY2391  ___________________________________________________________________
 BY2391  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BY2391  DYNAMIC HT  -          83.343 (meters)     273.43  (feet)  COMP
 BY2391  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 BY2391
 BY2391  VERT ORDER  -  FIRST     CLASS II
 BY2391
 BY2391.The horizontal coordinates were scaled from a topographic map and have
 BY2391.an estimated accuracy of +/- 6 seconds.
 BY2391
 BY2391.The orthometric height was determined by differential leveling
 BY2391.and adjusted by the National Geodetic Survey in June 1991..
 BY2391
 BY2391.The geoid height was determined by GEOID03.
 BY2391
 BY2391.The dynamic height is computed by dividing the NAVD 88
 BY2391.geopotential number by the normal gravity value computed on the
 BY2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2391.degrees latitude (g = 980.6199 gals.).
 BY2391
 BY2391.The modeled gravity was interpolated from observed gravity values.
 BY2391
 BY2391;                    North         East    Units  Estimated Accuracy
 BY2391;SPC TX C     - 3,244,780.    1,283,490.      MT  (+/- 180 meters Scaled)
 BY2391
 BY2391                          SUPERSEDED SURVEY CONTROL
 BY2391
 BY2391  NGVD 29 (??/??/??)   83.481  (m)          273.89   (f) ADJUSTED    1 2
 BY2391
 BY2391.Superseded values are not recommended for survey control.
 BY2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2391.See file dsdata.txt to determine how the superseded data were derived.
 BY2391
 BY2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR888109(NAD 83)
 BY2391_MARKER: DB = BENCH MARK DISK
 BY2391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2391_SP_SET: STAINLESS STEEL ROD
 BY2391_STAMPING: W 1283 1979
 BY2391_PROJECTION: RECESSED 10 CENTIMETERS
 BY2391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2391_ROD/PIPE-DEPTH: 6.10 meters
 BY2391
 BY2391  HISTORY     - Date     Condition        Report By
 BY2391  HISTORY     - 1979     MONUMENTED       NGS
 BY2391
 BY2391                          STATION DESCRIPTION
 BY2391
 BY2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2391'5.95 MI SOUTH FROM CENTER.
 BY2391'5.95 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2391'HIGHWAY 87 IN CENTER, 300 FT. SOUTH OF A DRIVE LEADING TO A HOUSE,
 BY2391'AT THE SOUTH END OF A BOARD FENCE, 73.0 FT. WEST OF THE CENTERLINE OF
 BY2391'THE HIGHWAY, 32.0 FT. SOUTH OF A 24-INCH OAK TREE, 23.0 FT. WEST OF
 BY2391'A 26-INCH ELM TREE, 2.5 FT. NORTH OF A CORNER FENCE POST.  DISK IS
 BY2391'6 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2391'SCREW PLUG.
 BY2391'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 BY2391'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1933 ***********************************************************************
 BK1933  DESIGNATION -  W 1284
 BK1933  PID         -  BK1933
 BK1933  STATE/COUNTY-  TX/JASPER
 BK1933  USGS QUAD   -  ROGANVILLE (1984)
 BK1933
 BK1933                         *CURRENT SURVEY CONTROL
 BK1933  ___________________________________________________________________
 BK1933* NAD 83(1986)-  30 51 35.     (N)    093 58 51.     (W)     SCALED    
 BK1933* NAVD 88     -        99.505  (meters)     326.46   (feet)  ADJUSTED  
 BK1933  ___________________________________________________________________
 BK1933  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BK1933  DYNAMIC HT  -          99.376 (meters)     326.04  (feet)  COMP
 BK1933  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BK1933  OBS GRAVITY -     979,341.0   (mgal)                       GRAV_OBS
 BK1933
 BK1933  VERT ORDER  -  FIRST     CLASS II
 BK1933
 BK1933.The horizontal coordinates were scaled from a topographic map and have
 BK1933.an estimated accuracy of +/- 6 seconds.
 BK1933
 BK1933.The orthometric height was determined by differential leveling
 BK1933.and adjusted by the National Geodetic Survey in June 1991..
 BK1933
 BK1933.The geoid height was determined by GEOID03.
 BK1933
 BK1933.The dynamic height is computed by dividing the NAVD 88
 BK1933.geopotential number by the normal gravity value computed on the
 BK1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1933.degrees latitude (g = 980.6199 gals.).
 BK1933
 BK1933.The modeled gravity was interpolated from observed gravity values.
 BK1933.The observed gravity was obtained from relative gravimeter ties
 BK1933.to the IGSN71 gravity network.
 BK1933
 BK1933;                    North         East    Units  Estimated Accuracy
 BK1933;SPC TX C     - 3,149,600.    1,307,180.      MT  (+/- 180 meters Scaled)
 BK1933
 BK1933                          SUPERSEDED SURVEY CONTROL
 BK1933
 BK1933  NGVD 29 (??/??/??)   99.498  (m)          326.44   (f) ADJUSTED    1 2
 BK1933
 BK1933.Superseded values are not recommended for survey control.
 BK1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1933.See file dsdata.txt to determine how the superseded data were derived.
 BK1933
 BK1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ062144(NAD 83)
 BK1933_MARKER: I = METAL ROD
 BK1933_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1933_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK1933_STAMPING: W 1284 1979
 BK1933_PROJECTION: FLUSH
 BK1933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1933+STABILITY: POSITION/ELEVATION WELL
 BK1933_ROD/PIPE-DEPTH: 12.2 meters
 BK1933_SLEEVE-DEPTH  : 7.32 meters
 BK1933
 BK1933  HISTORY     - Date     Condition        Report By
 BK1933  HISTORY     - 1979     MONUMENTED       NGS
 BK1933  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 BK1933
 BK1933                          STATION DESCRIPTION
 BK1933
 BK1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1933'3.5 MI SOUTH FROM JASPER.
 BK1933'3.5 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1933'HIGHWAY 190 IN JASPER, AT THE SOUTHWEST CORNER OF THE JASPER AVIATION
 BK1933'BUILDING, 160.0 FT. SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL
 BK1933'HANGAR, 137.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 76.0 FT.
 BK1933'NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER, 13.1 FT. NORTHEAST OF
 BK1933'A 24-INCH HOLLEY TREE, 11.5 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF
 BK1933'THE MAIN AVIATION BUILDING AND THE FLY INN CAFE, 9.0 FT. SOUTH OF THE
 BK1933'SOUTHWEST CORNER OF A SIDEWALK.  DATUM POINT IS 4 INCHES BELOW GROUND,
 BK1933'ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BK1933'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 BK1933
 BK1933                          STATION RECOVERY (2004)
 BK1933
 BK1933'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1963 ***********************************************************************
 BK1963  DESIGNATION -  W 1285
 BK1963  PID         -  BK1963
 BK1963  STATE/COUNTY-  TX/JASPER
 BK1963  USGS QUAD   -  BUNA (1984)
 BK1963
 BK1963                         *CURRENT SURVEY CONTROL
 BK1963  ___________________________________________________________________
 BK1963* NAD 83(1986)-  30 25 39.     (N)    093 58 57.     (W)     SCALED    
 BK1963* NAVD 88     -        19.323  (meters)      63.40   (feet)  ADJUSTED  
 BK1963  ___________________________________________________________________
 BK1963  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1963  DYNAMIC HT  -          19.298 (meters)      63.31  (feet)  COMP
 BK1963  MODELED GRAV-     979,335.6   (mgal)                       NAVD 88
 BK1963
 BK1963  VERT ORDER  -  FIRST     CLASS II
 BK1963
 BK1963.The horizontal coordinates were scaled from a topographic map and have
 BK1963.an estimated accuracy of +/- 6 seconds.
 BK1963
 BK1963.The orthometric height was determined by differential leveling
 BK1963.and adjusted by the National Geodetic Survey in June 1991..
 BK1963
 BK1963.The geoid height was determined by GEOID03.
 BK1963
 BK1963.The dynamic height is computed by dividing the NAVD 88
 BK1963.geopotential number by the normal gravity value computed on the
 BK1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1963.degrees latitude (g = 980.6199 gals.).
 BK1963
 BK1963.The modeled gravity was interpolated from observed gravity values.
 BK1963
 BK1963;                    North         East    Units  Estimated Accuracy
 BK1963;SPC TX C     - 3,101,750.    1,309,750.      MT  (+/- 180 meters Scaled)
 BK1963
 BK1963                          SUPERSEDED SURVEY CONTROL
 BK1963
 BK1963  NGVD 29 (??/??/??)   19.297  (m)           63.31   (f) ADJUSTED    1 2
 BK1963
 BK1963.Superseded values are not recommended for survey control.
 BK1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1963.See file dsdata.txt to determine how the superseded data were derived.
 BK1963
 BK1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP056665(NAD 83)
 BK1963_MARKER: I = METAL ROD
 BK1963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1963_SP_SET: STAINLESS STEEL ROD
 BK1963_STAMPING: W 1285 1979
 BK1963_PROJECTION: RECESSED 3 CENTIMETERS
 BK1963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1963+STABILITY: POSITION/ELEVATION WELL
 BK1963_ROD/PIPE-DEPTH: 9.14 meters
 BK1963
 BK1963  HISTORY     - Date     Condition        Report By
 BK1963  HISTORY     - 1979     MONUMENTED       NGS
 BK1963  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1963  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1963
 BK1963                          STATION DESCRIPTION
 BK1963
 BK1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1963'1.25 MI SW FROM BUNA.
 BK1963'1.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BK1963'HIGHWAY 62 IN BUNA, 60.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY,
 BK1963'1.0 FT. EAST OF A FENCE LINE, 6.0 FT. SOUTHWEST OF A CORNER FENCE
 BK1963'POST, 32.0 FT. WEST OF A SILSBEE AND BUNA HIGHWAY SIGN POST.  DISK IS
 BK1963'4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BK1963'SCREW PLUG.
 BK1963'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 BK1963'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1963
 BK1963                          STATION RECOVERY (2002)
 BK1963
 BK1963'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1963'MARK NOT FOUND.
 BK1963
 BK1963                          STATION RECOVERY (2004)
 BK1963
 BK1963'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2418 ***********************************************************************
 BY2418  DESIGNATION -  W 1286
 BY2418  PID         -  BY2418
 BY2418  STATE/COUNTY-  TX/SABINE
 BY2418  USGS QUAD   -  BRONSON (1984)
 BY2418
 BY2418                         *CURRENT SURVEY CONTROL
 BY2418  ___________________________________________________________________
 BY2418* NAD 83(1986)-  31 20 35.     (N)    094 00 48.     (W)     SCALED    
 BY2418* NAVD 88     -        97.837  (meters)     320.99   (feet)  ADJUSTED  
 BY2418  ___________________________________________________________________
 BY2418  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY2418  DYNAMIC HT  -          97.714 (meters)     320.58  (feet)  COMP
 BY2418  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 BY2418
 BY2418  VERT ORDER  -  FIRST     CLASS II
 BY2418
 BY2418.The horizontal coordinates were scaled from a topographic map and have
 BY2418.an estimated accuracy of +/- 6 seconds.
 BY2418
 BY2418.The orthometric height was determined by differential leveling
 BY2418.and adjusted by the National Geodetic Survey in June 1991..
 BY2418
 BY2418.The geoid height was determined by GEOID03.
 BY2418
 BY2418.The dynamic height is computed by dividing the NAVD 88
 BY2418.geopotential number by the normal gravity value computed on the
 BY2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2418.degrees latitude (g = 980.6199 gals.).
 BY2418
 BY2418.The modeled gravity was interpolated from observed gravity values.
 BY2418
 BY2418;                    North         East    Units  Estimated Accuracy
 BY2418;SPC TX C     - 3,202,920.    1,301,030.      MT  (+/- 180 meters Scaled)
 BY2418
 BY2418                          SUPERSEDED SURVEY CONTROL
 BY2418
 BY2418  NGVD 29 (??/??/??)   97.855  (m)          321.05   (f) ADJUSTED    1 2
 BY2418
 BY2418.Superseded values are not recommended for survey control.
 BY2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2418.See file dsdata.txt to determine how the superseded data were derived.
 BY2418
 BY2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ036680(NAD 83)
 BY2418_MARKER: DB = BENCH MARK DISK
 BY2418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2418_SP_SET: STAINLESS STEEL ROD
 BY2418_STAMPING: W 1286 1979
 BY2418_PROJECTION: RECESSED 3 CENTIMETERS
 BY2418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2418+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2001
 BY2418_ROD/PIPE-DEPTH: 5.49 meters
 BY2418
 BY2418  HISTORY     - Date     Condition        Report By
 BY2418  HISTORY     - 1979     MONUMENTED       NGS
 BY2418  HISTORY     - 20010508 GOOD             USPSQD
 BY2418
 BY2418                          STATION DESCRIPTION
 BY2418
 BY2418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2418'IN BRONSON.
 BY2418'IN BRONSON, AT THE POST OFFICE, 0.1 MILE SOUTH ALONG U.S. HIGHWAY
 BY2418'96 FROM THE JUNCTION OF STATE HIGHWAY 184, 76.0 FT. EAST OF THE
 BY2418'CENTERLINE OF THE HIGHWAY, 6.0 FT. EAST OF A FLAGPOLE, 39.5 FT.
 BY2418'WEST OF THE NORTHEAST CORNER OF THE POST OFFICE, 2.2 FT.
 BY2418'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE POST OFFICE, 1.0 FT.
 BY2418'NORTH OF THE NORTH WALL OF THE POST OFFICE.  DISK IS 4 INCHES BELOW
 BY2418'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2418
 BY2418                          STATION RECOVERY (2001)
 BY2418
 BY2418'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BY2418'DELETE REFERENCE TO FLAG POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2522 ***********************************************************************
 BY2522  DESIGNATION -  W 1287
 BY2522  PID         -  BY2522
 BY2522  STATE/COUNTY-  TX/NACOGDOCHES
 BY2522  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2522
 BY2522                         *CURRENT SURVEY CONTROL
 BY2522  ___________________________________________________________________
 BY2522* NAD 83(1986)-  31 38 00.     (N)    094 40 15.     (W)     SCALED    
 BY2522* NAVD 88     -       117.540  (meters)     385.63   (feet)  ADJUSTED  
 BY2522  ___________________________________________________________________
 BY2522  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY2522  DYNAMIC HT  -         117.395 (meters)     385.15  (feet)  COMP
 BY2522  MODELED GRAV-     979,404.0   (mgal)                       NAVD 88
 BY2522
 BY2522  VERT ORDER  -  FIRST     CLASS II
 BY2522
 BY2522.The horizontal coordinates were scaled from a topographic map and have
 BY2522.an estimated accuracy of +/- 6 seconds.
 BY2522
 BY2522.The orthometric height was determined by differential leveling
 BY2522.and adjusted by the National Geodetic Survey in June 1991..
 BY2522
 BY2522.The geoid height was determined by GEOID03.
 BY2522
 BY2522.The dynamic height is computed by dividing the NAVD 88
 BY2522.geopotential number by the normal gravity value computed on the
 BY2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2522.degrees latitude (g = 980.6199 gals.).
 BY2522
 BY2522.The modeled gravity was interpolated from observed gravity values.
 BY2522
 BY2522;                    North         East    Units  Estimated Accuracy
 BY2522;SPC TX C     - 3,231,690.    1,236,920.      MT  (+/- 180 meters Scaled)
 BY2522
 BY2522                          SUPERSEDED SURVEY CONTROL
 BY2522
 BY2522.No superseded survey control is available for this station.
 BY2522
 BY2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR415010(NAD 83)
 BY2522_MARKER: DB = BENCH MARK DISK
 BY2522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2522_SP_SET: STAINLESS STEEL ROD
 BY2522_STAMPING: W 1287 1979
 BY2522_PROJECTION: RECESSED 8 CENTIMETERS
 BY2522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2522_ROD/PIPE-DEPTH: 4.57 meters
 BY2522
 BY2522  HISTORY     - Date     Condition        Report By
 BY2522  HISTORY     - 1979     MONUMENTED       NGS
 BY2522  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2522
 BY2522                          STATION DESCRIPTION
 BY2522
 BY2522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2522'4.55 MI NW FROM NACOGDOCHES.
 BY2522'4.55 MILES NORTH-NORTHWEST ALONG FARM ROAD 1638 FROM THE JUNCTION OF
 BY2522'U.S. HIGHWAY 59 IN NACOGDOCHES, DIRECTLY UNDER THE MAIN POWERLINE ON
 BY2522'THE EAST SIDE OF THE HIGHWAY, 42.0 FT. NORTHEAST OF THE CENTERLINE OF
 BY2522'THE ROAD, 4.0 FT. NORTHWEST OF A POWERLINE POLE.  DISK IS LEVEL WITH
 BY2522'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BY2522'PLUG.
 BY2522'THE MARK IS 1.8 FT  SSE FROM A WITNESS POST.
 BY2522'THE MARK IS 1.0 FT BELOW THE ROAD.
 BY2522
 BY2522                          STATION RECOVERY (1998)
 BY2522
 BY2522'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1936 ***********************************************************************
 BK1936  DESIGNATION -  W 1288
 BK1936  PID         -  BK1936
 BK1936  STATE/COUNTY-  TX/JASPER
 BK1936  USGS QUAD   -  ROGANVILLE (1984)
 BK1936
 BK1936                         *CURRENT SURVEY CONTROL
 BK1936  ___________________________________________________________________
 BK1936* NAD 83(1986)-  30 48 47.     (N)    093 58 13.     (W)     SCALED    
 BK1936* NAVD 88     -        93.671  (meters)     307.32   (feet)  ADJUSTED  
 BK1936  ___________________________________________________________________
 BK1936  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BK1936  DYNAMIC HT  -          93.549 (meters)     306.92  (feet)  COMP
 BK1936  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BK1936
 BK1936  VERT ORDER  -  FIRST     CLASS II
 BK1936
 BK1936.The horizontal coordinates were scaled from a topographic map and have
 BK1936.an estimated accuracy of +/- 6 seconds.
 BK1936
 BK1936.The orthometric height was determined by differential leveling
 BK1936.and adjusted by the National Geodetic Survey in June 1991..
 BK1936
 BK1936.The geoid height was determined by GEOID03.
 BK1936
 BK1936.The dynamic height is computed by dividing the NAVD 88
 BK1936.geopotential number by the normal gravity value computed on the
 BK1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1936.degrees latitude (g = 980.6199 gals.).
 BK1936
 BK1936.The modeled gravity was interpolated from observed gravity values.
 BK1936
 BK1936;                    North         East    Units  Estimated Accuracy
 BK1936;SPC TX C     - 3,144,490.    1,308,480.      MT  (+/- 180 meters Scaled)
 BK1936
 BK1936                          SUPERSEDED SURVEY CONTROL
 BK1936
 BK1936  NGVD 29 (??/??/??)   93.662  (m)          307.29   (f) ADJUSTED    1 2
 BK1936
 BK1936.Superseded values are not recommended for survey control.
 BK1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1936.See file dsdata.txt to determine how the superseded data were derived.
 BK1936
 BK1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ071092(NAD 83)
 BK1936_MARKER: I = METAL ROD
 BK1936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1936_SP_SET: STAINLESS STEEL ROD
 BK1936_STAMPING: W 1288 1979
 BK1936_PROJECTION: FLUSH
 BK1936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1936+STABILITY: POSITION/ELEVATION WELL
 BK1936_ROD/PIPE-DEPTH: 7.62 meters
 BK1936
 BK1936  HISTORY     - Date     Condition        Report By
 BK1936  HISTORY     - 1979     MONUMENTED       NGS
 BK1936
 BK1936                          STATION DESCRIPTION
 BK1936
 BK1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1936'6.75 MI SOUTH FROM JASPER.
 BK1936'6.75 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1936'HIGHWAY 190 IN JASPER, AT THE JUNCTION OF A PRIVATE DIRT DRIVE LEADING
 BK1936'WEST, 68.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 23.0 FT. SOUTH
 BK1936'OF THE CENTER OF THE DRIVE, 8.0 FT. SOUTH-SOUTHEAST OF A GUYED
 BK1936'POWERLINE POLE, 1.0 FT. NORTH OF A FENCE LINE, 7.1 FT. WEST OF A
 BK1936'CORNER FENCE POST, 8.1 FT. WEST OF AN UNDERGROUND TELEPHONE CABLE
 BK1936'JUNCTION BOX.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BK1936'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1936'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BK1936'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2395 ***********************************************************************
 BX2395  DESIGNATION -  W 1289
 BX2395  PID         -  BX2395
 BX2395  STATE/COUNTY-  TX/JASPER
 BX2395  USGS QUAD   -  HARRISBURG (1984)
 BX2395
 BX2395                         *CURRENT SURVEY CONTROL
 BX2395  ___________________________________________________________________
 BX2395* NAD 83(1986)-  31 05 41.     (N)    093 59 11.     (W)     SCALED    
 BX2395* NAVD 88     -        81.648  (meters)     267.87   (feet)  ADJUSTED  
 BX2395  ___________________________________________________________________
 BX2395  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BX2395  DYNAMIC HT  -          81.543 (meters)     267.53  (feet)  COMP
 BX2395  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BX2395
 BX2395  VERT ORDER  -  FIRST     CLASS II
 BX2395
 BX2395.The horizontal coordinates were scaled from a topographic map and have
 BX2395.an estimated accuracy of +/- 6 seconds.
 BX2395
 BX2395.The orthometric height was determined by differential leveling
 BX2395.and adjusted by the National Geodetic Survey in June 1991..
 BX2395
 BX2395.The geoid height was determined by GEOID03.
 BX2395
 BX2395.The dynamic height is computed by dividing the NAVD 88
 BX2395.geopotential number by the normal gravity value computed on the
 BX2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2395.degrees latitude (g = 980.6199 gals.).
 BX2395
 BX2395.The modeled gravity was interpolated from observed gravity values.
 BX2395
 BX2395;                    North         East    Units  Estimated Accuracy
 BX2395;SPC TX C     - 3,175,580.    1,305,160.      MT  (+/- 180 meters Scaled)
 BX2395
 BX2395                          SUPERSEDED SURVEY CONTROL
 BX2395
 BX2395  NGVD 29 (??/??/??)   81.652  (m)          267.89   (f) ADJUSTED    1 2
 BX2395
 BX2395.Superseded values are not recommended for survey control.
 BX2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2395.See file dsdata.txt to determine how the superseded data were derived.
 BX2395
 BX2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ059405(NAD 83)
 BX2395_MARKER: DB = BENCH MARK DISK
 BX2395_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2395_SP_SET: STAINLESS STEEL ROD
 BX2395_STAMPING: W 1289 1979
 BX2395_PROJECTION: RECESSED 8 CENTIMETERS
 BX2395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2395+STABILITY: POSITION/ELEVATION WELL
 BX2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2395+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2001
 BX2395_ROD/PIPE-DEPTH: 0.91 meters
 BX2395
 BX2395  HISTORY     - Date     Condition        Report By
 BX2395  HISTORY     - 1979     MONUMENTED       NGS
 BX2395  HISTORY     - 20010619 GOOD             USPSQD
 BX2395
 BX2395                          STATION DESCRIPTION
 BX2395
 BX2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2395'10.6 MI SOUTH FROM PINELAND.
 BX2395'10.65 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2395'ROAD 83 IN PINELAND, 94.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY,
 BX2395'200 FT. SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING EAST TO
 BX2395'AN ELECTRIC TRANSFORMER STATION, 1.0 FT. SOUTHWEST OF A FENCE
 BX2395'LINE.  NOTE-THIS BENCH MARK IS SET IN SOLID SAND ROCK, AN EXHAUSTIVE
 BX2395'EFFORT AND MANY NEW LOCATIONS WERE USED TO NO AVAIL TO GET MORE
 BX2395'DEPTH ON THE ROD.  DISK IS 7 INCHES BELOW GROUND, ACCESS TO
 BX2395'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2395'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BX2395'THE MARK IS 7 FT ABOVE THE HIGHWAY.
 BX2395
 BX2395                          STATION RECOVERY (2001)
 BX2395
 BX2395'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BX2395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2495 ***********************************************************************
 BY2495  DESIGNATION -  W 1289 A
 BY2495  PID         -  BY2495
 BY2495  STATE/COUNTY-  TX/CHEROKEE
 BY2495  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY2495
 BY2495                         *CURRENT SURVEY CONTROL
 BY2495  ___________________________________________________________________
 BY2495* NAD 83(1986)-  31 53 28.     (N)    095 01 41.     (W)     SCALED    
 BY2495* NAVD 88     -        98.637  (meters)     323.61   (feet)  ADJUSTED  
 BY2495  ___________________________________________________________________
 BY2495  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BY2495  DYNAMIC HT  -          98.519 (meters)     323.22  (feet)  COMP
 BY2495  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 BY2495
 BY2495  VERT ORDER  -  FIRST     CLASS II
 BY2495
 BY2495.The horizontal coordinates were scaled from a topographic map and have
 BY2495.an estimated accuracy of +/- 6 seconds.
 BY2495
 BY2495.The orthometric height was determined by differential leveling
 BY2495.and adjusted by the National Geodetic Survey in June 1991..
 BY2495
 BY2495.The geoid height was determined by GEOID03.
 BY2495
 BY2495.The dynamic height is computed by dividing the NAVD 88
 BY2495.geopotential number by the normal gravity value computed on the
 BY2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2495.degrees latitude (g = 980.6199 gals.).
 BY2495
 BY2495.The modeled gravity was interpolated from observed gravity values.
 BY2495
 BY2495;                    North         East    Units  Estimated Accuracy
 BY2495;SPC TX C     - 3,258,570.    1,201,720.      MT  (+/- 180 meters Scaled)
 BY2495
 BY2495                          SUPERSEDED SURVEY CONTROL
 BY2495
 BY2495.No superseded survey control is available for this station.
 BY2495
 BY2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR081301(NAD 83)
 BY2495_MARKER: DB = BENCH MARK DISK
 BY2495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2495_SP_SET: STAINLESS STEEL ROD
 BY2495_STAMPING: W 1289 A 1979
 BY2495_PROJECTION: FLUSH
 BY2495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2495+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY2495_ROD/PIPE-DEPTH: 4.57 meters
 BY2495
 BY2495  HISTORY     - Date     Condition        Report By
 BY2495  HISTORY     - 1979     MONUMENTED       NGS
 BY2495  HISTORY     - 19960420 GOOD             USPSQD
 BY2495  HISTORY     - 20040605 GOOD             USPSQD
 BY2495  HISTORY     - 20050710 GOOD             USPSQD
 BY2495
 BY2495                          STATION DESCRIPTION
 BY2495
 BY2495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2495'3.5 MI NW FROM REKLAW.
 BY2495'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF U.S.
 BY2495'HIGHWAY 84 IN REKLAW, AT AN ABANDONED SOUTHERN PACIFIC RAILROAD
 BY2495'CROSSING, 144.5 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE MARY
 BY2495'CLEAVER RESIDENCE, 300 FT. WEST OF THE WEST RAIL, 79.0 FT. SOUTHEAST
 BY2495'OF A RAILROAD SIGN, 63.5 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BY2495'18.5 FT. SOUTH OF THE CENTERLINE OF A DIRT ROAD, 9.5 FT.
 BY2495'WEST-NORTHWEST OF A GUY WIRE, 3.5 FT. EAST OF A POWERLINE POLE WITH
 BY2495'TRANSFORMER AND GUY WIRE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO
 BY2495'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2495'THE MARK IS 1.8 FT  W FROM A WITNESS POST.
 BY2495'THE MARK IS 2 FT BELOW THE HIGHWAY.
 BY2495
 BY2495                          STATION RECOVERY (1996)
 BY2495
 BY2495'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2495'RECOVERED IN GOOD CONDITION.
 BY2495
 BY2495                          STATION RECOVERY (2004)
 BY2495
 BY2495'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 BY2495'RECOVERED IN GOOD CONDITION.
 BY2495
 BY2495                          STATION RECOVERY (2005)
 BY2495
 BY2495'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY2495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2545 ***********************************************************************
 BY2545  DESIGNATION -  W 1290
 BY2545  PID         -  BY2545
 BY2545  STATE/COUNTY-  TX/ANDERSON
 BY2545  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2545
 BY2545                         *CURRENT SURVEY CONTROL
 BY2545  ___________________________________________________________________
 BY2545* NAD 83(1986)-  31 44 00.     (N)    095 40 18.     (W)     SCALED    
 BY2545* NAVD 88     -       118.760  (meters)     389.63   (feet)  ADJUSTED  
 BY2545  ___________________________________________________________________
 BY2545  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2545  DYNAMIC HT  -         118.615 (meters)     389.16  (feet)  COMP
 BY2545  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 BY2545
 BY2545  VERT ORDER  -  FIRST     CLASS II
 BY2545
 BY2545.The horizontal coordinates were scaled from a topographic map and have
 BY2545.an estimated accuracy of +/- 6 seconds.
 BY2545
 BY2545.The orthometric height was determined by differential leveling
 BY2545.and adjusted by the National Geodetic Survey in June 1991..
 BY2545
 BY2545.The geoid height was determined by GEOID03.
 BY2545
 BY2545.The dynamic height is computed by dividing the NAVD 88
 BY2545.geopotential number by the normal gravity value computed on the
 BY2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2545.degrees latitude (g = 980.6199 gals.).
 BY2545
 BY2545.The modeled gravity was interpolated from observed gravity values.
 BY2545
 BY2545;                    North         East    Units  Estimated Accuracy
 BY2545;SPC TX C     - 3,238,360.    1,141,620.      MT  (+/- 180 meters Scaled)
 BY2545
 BY2545                          SUPERSEDED SURVEY CONTROL
 BY2545
 BY2545.No superseded survey control is available for this station.
 BY2545
 BY2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR468139(NAD 83)
 BY2545_MARKER: DB = BENCH MARK DISK
 BY2545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2545_SP_SET: STAINLESS STEEL ROD
 BY2545_STAMPING: W 1290 1980
 BY2545_PROJECTION: FLUSH
 BY2545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2545_ROD/PIPE-DEPTH: 7.6  meters
 BY2545
 BY2545  HISTORY     - Date     Condition        Report By
 BY2545  HISTORY     - 1980     MONUMENTED       NGS
 BY2545  HISTORY     - 1990     GOOD             USPSQD
 BY2545
 BY2545                          STATION DESCRIPTION
 BY2545
 BY2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2545'5.5 KM SW FROM PALESTINE.
 BY2545'2.4 KM. (1.5 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2545'FEDERAL BUILDING IN PALESTINE, THENCE 3.1 KM. (1.95 MI.) SOUTHWEST
 BY2545'ALONG U.S. HIGHWAY 79, ACROSS THE HIGHWAY FROM THE HILLTOP TRAILER
 BY2545'PARK, 14.9 M. (49.0 FT.) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BY2545'5.5 M. (18.0 FT.) WEST OF THE CENTERLINE OF A CIRCLE DRIVE, 4.7 M.
 BY2545'(15.5 FT.) NORTH OF THE NORTH CURB OF THE HIGHWAY, 1.7 M. (5.5 FT.)
 BY2545'WEST OF A TELEPHONE POLE WITH GUY WIRE, 0.8 M. (2.5 FT.)
 BY2545'NORTH-NORTHEAST OF A FIRE HYDRANT, 3.4 M. (11.0 FT.) SOUTHWEST OF THE
 BY2545'GUY WIRE.  DISK IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2545'A 10-CM. PLASTIC SCREW PLUG.
 BY2545'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 BY2545'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2545
 BY2545                          STATION RECOVERY (1990)
 BY2545
 BY2545'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1148 ***********************************************************************
 BZ1148  DESIGNATION -  W 1291
 BZ1148  PID         -  BZ1148
 BZ1148  STATE/COUNTY-  TX/LIMESTONE
 BZ1148  USGS QUAD   -  FALLON (1982)
 BZ1148
 BZ1148                         *CURRENT SURVEY CONTROL
 BZ1148  ___________________________________________________________________
 BZ1148* NAD 83(1986)-  31 34 56.     (N)    096 24 24.     (W)     SCALED    
 BZ1148* NAVD 88     -       154.427  (meters)     506.65   (feet)  ADJUSTED  
 BZ1148  ___________________________________________________________________
 BZ1148  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 BZ1148  DYNAMIC HT  -         154.241 (meters)     506.04  (feet)  COMP
 BZ1148  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 BZ1148  OBS GRAVITY -     979,434.7   (mgal)                       GRAV_OBS
 BZ1148
 BZ1148  VERT ORDER  -  FIRST     CLASS II
 BZ1148
 BZ1148.The horizontal coordinates were scaled from a topographic map and have
 BZ1148.an estimated accuracy of +/- 6 seconds.
 BZ1148
 BZ1148.The orthometric height was determined by differential leveling
 BZ1148.and adjusted by the National Geodetic Survey in June 1991..
 BZ1148
 BZ1148.The geoid height was determined by GEOID03.
 BZ1148
 BZ1148.The dynamic height is computed by dividing the NAVD 88
 BZ1148.geopotential number by the normal gravity value computed on the
 BZ1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1148.degrees latitude (g = 980.6199 gals.).
 BZ1148
 BZ1148.The modeled gravity was interpolated from observed gravity values.
 BZ1148.The observed gravity was obtained from relative gravimeter ties
 BZ1148.to the IGSN71 gravity network.
 BZ1148
 BZ1148;                    North         East    Units  Estimated Accuracy
 BZ1148;SPC TX C     - 3,218,930.    1,072,610.      MT  (+/- 180 meters Scaled)
 BZ1148
 BZ1148                          SUPERSEDED SURVEY CONTROL
 BZ1148
 BZ1148.No superseded survey control is available for this station.
 BZ1148
 BZ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV460970(NAD 83)
 BZ1148_MARKER: I = METAL ROD
 BZ1148_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1148_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1148_STAMPING: W 1291 1980
 BZ1148_PROJECTION: FLUSH
 BZ1148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1148+STABILITY: POSITION/ELEVATION WELL
 BZ1148_ROD/PIPE-DEPTH: 13.1 meters
 BZ1148_SLEEVE-DEPTH  : 12.2 meters
 BZ1148
 BZ1148  HISTORY     - Date     Condition        Report By
 BZ1148  HISTORY     - 1980     MONUMENTED       NGS
 BZ1148
 BZ1148                          STATION DESCRIPTION
 BZ1148
 BZ1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1148'13.4 KM SE FROM MEXIA.
 BZ1148'13.4 KM. (8.35 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1148'U.S. HIGHWAY 84 IN MEXIA, AT THE JUNCTION OF FARM ROAD 1953 IN FALLON,
 BZ1148'AT THE RESIDENCE OF J.W. HAWKINS, 54.9 M. (180 FT.) NORTHEAST OF THE
 BZ1148'CENTERLINE OF FARM ROAD 39, 64.0 M. (210 FT.) NORTHWEST OF THE
 BZ1148'CENTERLINE OF A DIRT ROAD LEADING NORTHEAST (THE EXTENDED CENTERLINE
 BZ1148'OF FARM ROAD 1953), 33.8 M. (111 FT.) NORTH-NORTHEAST OF A POWERLINE
 BZ1148'POLE WITH A TRANSFORMER AND A LIGHT, 27.4 M. (90.0 FT.) SOUTHEAST OF
 BZ1148'THE SOUTHEAST CORNER OF A HOUSE, 57.0 M. (187 FT.) NORTHWEST OF A
 BZ1148'FENCE CORNER, 0.9 M. (3.0 FT.) SOUTHWEST OF A FENCE.  DATUM POINT IS
 BZ1148'9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1148'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 BZ1148'THE MARK IS 0.3 M BELOW FARM ROAD 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1145 ***********************************************************************
 BZ1145  DESIGNATION -  W 1294
 BZ1145  PID         -  BZ1145
 BZ1145  STATE/COUNTY-  TX/LIMESTONE
 BZ1145  USGS QUAD   -  FARRAR (1966)
 BZ1145
 BZ1145                         *CURRENT SURVEY CONTROL
 BZ1145  ___________________________________________________________________
 BZ1145* NAD 83(1986)-  31 28 43.     (N)    096 17 58.     (W)     SCALED    
 BZ1145* NAVD 88     -       125.007  (meters)     410.13   (feet)  ADJUSTED  
 BZ1145  ___________________________________________________________________
 BZ1145  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BZ1145  DYNAMIC HT  -         124.856 (meters)     409.63  (feet)  COMP
 BZ1145  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 BZ1145
 BZ1145  VERT ORDER  -  FIRST     CLASS II
 BZ1145
 BZ1145.The horizontal coordinates were scaled from a topographic map and have
 BZ1145.an estimated accuracy of +/- 6 seconds.
 BZ1145
 BZ1145.The orthometric height was determined by differential leveling
 BZ1145.and adjusted by the National Geodetic Survey in June 1991..
 BZ1145
 BZ1145.The geoid height was determined by GEOID03.
 BZ1145
 BZ1145.The dynamic height is computed by dividing the NAVD 88
 BZ1145.geopotential number by the normal gravity value computed on the
 BZ1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1145.degrees latitude (g = 980.6199 gals.).
 BZ1145
 BZ1145.The modeled gravity was interpolated from observed gravity values.
 BZ1145
 BZ1145;                    North         East    Units  Estimated Accuracy
 BZ1145;SPC TX C     - 3,207,820.    1,083,200.      MT  (+/- 180 meters Scaled)
 BZ1145
 BZ1145                          SUPERSEDED SURVEY CONTROL
 BZ1145
 BZ1145.No superseded survey control is available for this station.
 BZ1145
 BZ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV565858(NAD 83)
 BZ1145_MARKER: DB = BENCH MARK DISK
 BZ1145_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1145_SP_SET: STAINLESS STEEL ROD
 BZ1145_STAMPING: W 1294 1980
 BZ1145_PROJECTION: FLUSH
 BZ1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1145_ROD/PIPE-DEPTH: 4.6  meters
 BZ1145
 BZ1145  HISTORY     - Date     Condition        Report By
 BZ1145  HISTORY     - 1980     MONUMENTED       NGS
 BZ1145
 BZ1145                          STATION DESCRIPTION
 BZ1145
 BZ1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1145'4.7 KM SE FROM PERSONVILLE.
 BZ1145'4.7 KM. (2.9 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1145'STATE HIGHWAY 164 IN PERSONVILLE, AT A PRIVATE DRIVE LEADING SOUTHWEST
 BZ1145'TO A RESIDENCE, UNDER A POWERLINE, 16.0 M. (52.5 FT.) SOUTHWEST OF THE
 BZ1145'CENTERLINE OF THE ROAD, 20.7 M. (68.0 FT.) NORTHWEST OF THE CENTER OF
 BZ1145'THE DRIVE AND A METAL GATE, 20.0 M. (65.5 FT.) WEST-NORTHWEST OF THE
 BZ1145'NORTHWEST END OF A ROUND CONCRETE CULVERT UNDER THE DRIVE, 8.2 M.
 BZ1145'(27.0 FT.) SOUTHEAST OF A 60-CM. OAK TREE, 0.2 M. (0.5 FT.) NORTHEAST
 BZ1145'OF A FENCE.  DISK IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1145'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BZ1145'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 BZ1145'THE MARK IS 1.1 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1179 ***********************************************************************
 BZ1179  DESIGNATION -  W 1295
 BZ1179  PID         -  BZ1179
 BZ1179  STATE/COUNTY-  TX/HILL
 BZ1179  USGS QUAD   -  MALONE (1978)
 BZ1179
 BZ1179                         *CURRENT SURVEY CONTROL
 BZ1179  ___________________________________________________________________
 BZ1179* NAD 83(1986)-  31 56 34.     (N)    096 57 17.     (W)     SCALED    
 BZ1179* NAVD 88     -       166.472  (meters)     546.17   (feet)  ADJUSTED  
 BZ1179  ___________________________________________________________________
 BZ1179  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BZ1179  DYNAMIC HT  -         166.269 (meters)     545.50  (feet)  COMP
 BZ1179  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 BZ1179
 BZ1179  VERT ORDER  -  FIRST     CLASS II
 BZ1179
 BZ1179.The horizontal coordinates were scaled from a topographic map and have
 BZ1179.an estimated accuracy of +/- 6 seconds.
 BZ1179
 BZ1179.The orthometric height was determined by differential leveling
 BZ1179.and adjusted by the National Geodetic Survey in June 1991..
 BZ1179
 BZ1179.The geoid height was determined by GEOID03.
 BZ1179
 BZ1179.The dynamic height is computed by dividing the NAVD 88
 BZ1179.geopotential number by the normal gravity value computed on the
 BZ1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1179.degrees latitude (g = 980.6199 gals.).
 BZ1179
 BZ1179.The modeled gravity was interpolated from observed gravity values.
 BZ1179
 BZ1179;                    North         East    Units  Estimated Accuracy
 BZ1179;SPC TXNC     - 2,031,690.      746,110.      MT  (+/- 180 meters Scaled)
 BZ1179
 BZ1179                          SUPERSEDED SURVEY CONTROL
 BZ1179
 BZ1179.No superseded survey control is available for this station.
 BZ1179
 BZ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA933359(NAD 83)
 BZ1179_MARKER: DB = BENCH MARK DISK
 BZ1179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BZ1179_SP_SET: HEADWALL
 BZ1179_STAMPING: W 1295 1980
 BZ1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1179+STABILITY: SURFACE MOTION
 BZ1179
 BZ1179  HISTORY     - Date     Condition        Report By
 BZ1179  HISTORY     - 1980     MONUMENTED       NGS
 BZ1179  HISTORY     - 19950408 GOOD             USPSQD
 BZ1179  HISTORY     - 20031011 GOOD             USPSQD
 BZ1179  HISTORY     - 20031011 POOR             USPSQD
 BZ1179
 BZ1179                          STATION DESCRIPTION
 BZ1179
 BZ1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1179'6.4 KM NW FROM MALONE.
 BZ1179'6.4 KM. (4.0 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1179'OF FARM ROAD 308 IN MALONE, IN THE CENTER OF THE NORTHEAST HEADWALL OF
 BZ1179'A CULVERT UNDER THE HIGHWAY, 91 M. (300 FT.) SOUTHEAST OF A DIRT ROAD
 BZ1179'LEADING NORTHEAST, 8.5 M. (28.0 FT.) NORTHEAST OF THE CENTERLINE OF
 BZ1179'THE HIGHWAY.  NOTE-MARK SET IN HEADWALL BECAUSE NO OTHER SUITABLE
 BZ1179'LOCATION WAS AVAILABLE DUE TO LOCAL FARMING PRACTICES.
 BZ1179'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BZ1179
 BZ1179                          STATION RECOVERY (1995)
 BZ1179
 BZ1179'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1179'RECOVERED IN GOOD CONDITION.
 BZ1179
 BZ1179                          STATION RECOVERY (2003)
 BZ1179
 BZ1179'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ1179'RECOVERED IN GOOD CONDITION.
 BZ1179
 BZ1179                          STATION RECOVERY (2003)
 BZ1179
 BZ1179'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ1179'THE PIN IS PROTUDING ABOVE THE CONCRETE PROTECTIVE BARRIER.  THE CAP
 BZ1179'WILL NOT CLOSE TO PROTECT THE PIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2443 ***********************************************************************
 BY2443  DESIGNATION -  W 1297
 BY2443  PID         -  BY2443
 BY2443  STATE/COUNTY-  TX/HOUSTON
 BY2443  USGS QUAD   -  GRAPELAND (1951)
 BY2443
 BY2443                         *CURRENT SURVEY CONTROL
 BY2443  ___________________________________________________________________
 BY2443* NAD 83(1986)-  31 27 17.     (N)    095 28 13.     (W)     SCALED    
 BY2443* NAVD 88     -       120.683  (meters)     395.94   (feet)  ADJUSTED  
 BY2443  ___________________________________________________________________
 BY2443  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY2443  DYNAMIC HT  -         120.533 (meters)     395.45  (feet)  COMP
 BY2443  MODELED GRAV-     979,393.5   (mgal)                       NAVD 88
 BY2443
 BY2443  VERT ORDER  -  FIRST     CLASS II
 BY2443
 BY2443.The horizontal coordinates were scaled from a topographic map and have
 BY2443.an estimated accuracy of +/- 6 seconds.
 BY2443
 BY2443.The orthometric height was determined by differential leveling
 BY2443.and adjusted by the National Geodetic Survey in June 1991..
 BY2443
 BY2443.The geoid height was determined by GEOID03.
 BY2443
 BY2443.The dynamic height is computed by dividing the NAVD 88
 BY2443.geopotential number by the normal gravity value computed on the
 BY2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2443.degrees latitude (g = 980.6199 gals.).
 BY2443
 BY2443.The modeled gravity was interpolated from observed gravity values.
 BY2443
 BY2443;                    North         East    Units  Estimated Accuracy
 BY2443;SPC TX C     - 3,208,320.    1,162,040.      MT  (+/- 180 meters Scaled)
 BY2443
 BY2443                          SUPERSEDED SURVEY CONTROL
 BY2443
 BY2443.No superseded survey control is available for this station.
 BY2443
 BY2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ652826(NAD 83)
 BY2443_MARKER: DB = BENCH MARK DISK
 BY2443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2443_SP_SET: STAINLESS STEEL ROD
 BY2443_STAMPING: W 1297 1980
 BY2443_PROJECTION: FLUSH
 BY2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2443_ROD/PIPE-DEPTH: 9.1  meters
 BY2443
 BY2443  HISTORY     - Date     Condition        Report By
 BY2443  HISTORY     - 1980     MONUMENTED       NGS
 BY2443
 BY2443                          STATION DESCRIPTION
 BY2443
 BY2443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2443'3.9 KM SOUTH FROM GRAPELAND.
 BY2443'3.9 KM. (2.45 MI.) SOUTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY2443'FROM THE JUNCTION OF FARM ROAD 2423 IN GRAPELAND, AT THE LUCES
 BY2443'GENERATOR SERVICE BUILDING, 16.3 M. (53.6 FT.) SOUTHEAST OF THE
 BY2443'CENTERLINE OF U.S. HIGHWAY 287 NORTHBOUND, 19.1 M. (62.5 FT.)
 BY2443'NORTHWEST OF THE NORTHWEST CORNER OF A TIN BUILDING, 13.4 M.
 BY2443'(44.0 FT.) NORTHEAST OF A PRIVATE DIRT ENTRANCE ROAD, 54.6 M.
 BY2443'(179 FT.) SOUTHWEST OF A DIRT ROAD LEADING EAST-SOUTHEAST, 1.3 M.
 BY2443'(4.3 FT.) WEST OF A POWERLINE POLE, 10.5 M. (34.4 FT.) SOUTH-SOUTHEAST
 BY2443'OF A POWERLINE POLE, 6.9 M. (22.6 FT.) SOUTH-SOUTHWEST OF A 50-CM.
 BY2443'PINE TREE, 3.8 M. (12.6 FT.) NORTH-NORTHEAST OF A LUCES GENERATOR
 BY2443'SERVICE SIGN, 1.8 M. (6.0 FT.) EAST OF A POWERLINE POLE WITH A GUY
 BY2443'WIRE.  DISK IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BY2443'10-CM. PLASTIC SCREW PLUG.
 BY2443'THE MARK IS 1.1 METERS  W FROM A WITNESS POST.
 BY2443'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0291 ***********************************************************************
 CU0291  DESIGNATION -  W 13
 CU0291  PID         -  CU0291
 CU0291  STATE/COUNTY-  TX/MITCHELL
 CU0291  USGS QUAD   -  LORAINE (1969)
 CU0291
 CU0291                         *CURRENT SURVEY CONTROL
 CU0291  ___________________________________________________________________
 CU0291* NAD 83(1986)-  32 24 42.     (N)    100 42 55.     (W)     SCALED    
 CU0291* NAVD 88     -       690.323  (meters)    2264.83   (feet)  POSTED    
 CU0291  ___________________________________________________________________
 CU0291  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CU0291  DYNAMIC HT  -         689.390 (meters)    2261.77  (feet)  COMP
 CU0291  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 CU0291
 CU0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0291
 CU0291.The horizontal coordinates were scaled from a topographic map and have
 CU0291.an estimated accuracy of +/- 6 seconds.
 CU0291
 CU0291.The orthometric height was determined by differential leveling
 CU0291.and adjusted by the National Geodetic Survey in 1992..
 CU0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0291.rate of 0.0 thru 1.0 mm/km.
 CU0291
 CU0291.The geoid height was determined by GEOID03.
 CU0291
 CU0291.The dynamic height is computed by dividing the NAVD 88
 CU0291.geopotential number by the normal gravity value computed on the
 CU0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0291.degrees latitude (g = 980.6199 gals.).
 CU0291
 CU0291.The modeled gravity was interpolated from observed gravity values.
 CU0291
 CU0291;                    North         East    Units  Estimated Accuracy
 CU0291;SPC TXNC     - 2,084,810.      391,640.      MT  (+/- 180 meters Scaled)
 CU0291
 CU0291                          SUPERSEDED SURVEY CONTROL
 CU0291
 CU0291.No superseded survey control is available for this station.
 CU0291
 CU0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA387873(NAD 83)
 CU0291_MARKER: Z = SEE DESCRIPTION
 CU0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0291+STABILITY: SURFACE MOTION
 CU0291
 CU0291  HISTORY     - Date     Condition        Report By
 CU0291  HISTORY     - UNK      MONUMENTED       CGS
 CU0291  HISTORY     - 1956     MARK NOT FOUND   NGS
 CU0291
 CU0291                          STATION DESCRIPTION
 CU0291
 CU0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0291'IN LORAINE.
 CU0291'AT LORAINE, MITCHELL CO., ON THE TEXAS AND PACIFIC RAILWAY RIGHT OF
 CU0291'WAY, 144 METERS (472 FEET) WEST OF THE DEPOT, 14 METERS (46 FEET)
 CU0291'NORTH OF THE TRACK, AND 2 METERS FROM THE CORNER OF THE FENCE FOR THE
 CU0291'CATTLE GUARD.  A STONE POST WITH SQUARE HOLE IN TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2311 ***********************************************************************
 CS2311  DESIGNATION -  W 130
 CS2311  PID         -  CS2311
 CS2311  STATE/COUNTY-  TX/PARKER
 CS2311  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2311
 CS2311                         *CURRENT SURVEY CONTROL
 CS2311  ___________________________________________________________________
 CS2311* NAD 83(1986)-  32 45 09.     (N)    097 48 51.     (W)     SCALED    
 CS2311* NAVD 88     -       357.832  (meters)    1173.99   (feet)  ADJUSTED  
 CS2311  ___________________________________________________________________
 CS2311  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CS2311  DYNAMIC HT  -         357.394 (meters)    1172.55  (feet)  COMP
 CS2311  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 CS2311
 CS2311  VERT ORDER  -  FIRST     CLASS II
 CS2311
 CS2311.The horizontal coordinates were scaled from a topographic map and have
 CS2311.an estimated accuracy of +/- 6 seconds.
 CS2311
 CS2311.The orthometric height was determined by differential leveling
 CS2311.and adjusted by the National Geodetic Survey in June 1991..
 CS2311
 CS2311.The geoid height was determined by GEOID03.
 CS2311
 CS2311.The dynamic height is computed by dividing the NAVD 88
 CS2311.geopotential number by the normal gravity value computed on the
 CS2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2311.degrees latitude (g = 980.6199 gals.).
 CS2311
 CS2311.The modeled gravity was interpolated from observed gravity values.
 CS2311
 CS2311;                    North         East    Units  Estimated Accuracy
 CS2311;SPC TXNC     - 2,120,620.      664,260.      MT  (+/- 180 meters Scaled)
 CS2311
 CS2311                          SUPERSEDED SURVEY CONTROL
 CS2311
 CS2311  NGVD 29 (??/??/92)  357.745  (m)         1173.70   (f) ADJ UNCH    1 2
 CS2311
 CS2311.Superseded values are not recommended for survey control.
 CS2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2311.See file dsdata.txt to determine how the superseded data were derived.
 CS2311
 CS2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB110244(NAD 83)
 CS2311_MARKER: DB = BENCH MARK DISK
 CS2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2311_STAMPING: W 130 1952
 CS2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2311+STABILITY: SURFACE MOTION
 CS2311
 CS2311  HISTORY     - Date     Condition        Report By
 CS2311  HISTORY     - 1952     MONUMENTED       CGS
 CS2311  HISTORY     - 1964     GOOD             NGS
 CS2311  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2311  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2311  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2311
 CS2311                          STATION DESCRIPTION
 CS2311
 CS2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2311'1.55 MI SW FROM WEATHERFORD.
 CS2311'1.05 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2311'WEATHERFORD, THENCE 0.5 MILE SOUTH ALONG A PAVED ROAD, AT THE
 CS2311'WEATHERFORD AIRPORT, 133.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CS2311'THE HANGAR AND WORK SHOP, 66 FEET NORTH OF THE CENTER LINE OF A
 CS2311'DRIVEWAY LEADING EAST, 31 FEET EAST OF THE CENTER LINE OF THE PAVED
 CS2311'ROAD, 5.5 FEET NORTH OF A POWER POLE, 3 FEET SOUTH OF A WITNESS POST,
 CS2311'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 CS2311'GROUND.  NOTE-- ALL DISTANCES STILL APPLY FOR RECOVERY OF BENCH MARK.
 CS2311'THE AIRPORT HAS BEEN ABANDONED.  ALL BUILDINGS HAVE BEEN TORE DOWN
 CS2311'EXCEPT THE WORK SHOP.  THE BENCH MARK WAS REACHED BY GOING WEST FROM
 CS2311'THE COURTHOUSE ALONG U. S. HIGHWAY 80 FOR 1.0 MILE TO THE STOP LIGHT,
 CS2311'WHERE U.S. HIGHWAYS 80 AND 180 SEPARATE, THENCE TURN LEFT, GO 0.05
 CS2311'MILE TO BOWIE DRIVE.  THENCE SOUTHERLY ALONG BOWIE DRIVE FOR 0.45 MILE
 CS2311'TO THE BENCH MARK.  THE BENCH MARK PROJECTS 2 INCHES.
 CS2311
 CS2311                          STATION RECOVERY (1997)
 CS2311
 CS2311'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2311'MARK NOT FOUND.
 CS2311
 CS2311                          STATION RECOVERY (2002)
 CS2311
 CS2311'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2311'MARK NOT FOUND.
 CS2311
 CS2311                          STATION RECOVERY (2004)
 CS2311
 CS2311'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1113 ***********************************************************************
 BZ1113  DESIGNATION -  W 1300
 BZ1113  PID         -  BZ1113
 BZ1113  STATE/COUNTY-  TX/BELL
 BZ1113  USGS QUAD   -  MOODY (1993)
 BZ1113
 BZ1113                         *CURRENT SURVEY CONTROL
 BZ1113  ___________________________________________________________________
 BZ1113* NAD 83(1986)-  31 15 08.     (N)    097 16 37.     (W)     SCALED    
 BZ1113* NAVD 88     -       214.679  (meters)     704.33   (feet)  ADJUSTED  
 BZ1113  ___________________________________________________________________
 BZ1113  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BZ1113  DYNAMIC HT  -         214.398 (meters)     703.40  (feet)  COMP
 BZ1113  MODELED GRAV-     979,326.0   (mgal)                       NAVD 88
 BZ1113
 BZ1113  VERT ORDER  -  FIRST     CLASS II
 BZ1113
 BZ1113.The horizontal coordinates were scaled from a topographic map and have
 BZ1113.an estimated accuracy of +/- 6 seconds.
 BZ1113
 BZ1113.The orthometric height was determined by differential leveling
 BZ1113.and adjusted by the National Geodetic Survey in June 1991..
 BZ1113
 BZ1113.The geoid height was determined by GEOID03.
 BZ1113
 BZ1113.The dynamic height is computed by dividing the NAVD 88
 BZ1113.geopotential number by the normal gravity value computed on the
 BZ1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1113.degrees latitude (g = 980.6199 gals.).
 BZ1113
 BZ1113.The modeled gravity was interpolated from observed gravity values.
 BZ1113
 BZ1113;                    North         East    Units  Estimated Accuracy
 BZ1113;SPC TX C     - 3,179,770.      991,060.      MT  (+/- 180 meters Scaled)
 BZ1113
 BZ1113                          SUPERSEDED SURVEY CONTROL
 BZ1113
 BZ1113.No superseded survey control is available for this station.
 BZ1113
 BZ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV640588(NAD 83)
 BZ1113_MARKER: I = METAL ROD
 BZ1113_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1113_SP_SET: STAINLESS STEEL ROD
 BZ1113_STAMPING: W 1300 1980
 BZ1113_PROJECTION: RECESSED 3 CENTIMETERS
 BZ1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1113_ROD/PIPE-DEPTH: 1.2  meters
 BZ1113
 BZ1113  HISTORY     - Date     Condition        Report By
 BZ1113  HISTORY     - 1980     MONUMENTED       NGS
 BZ1113  HISTORY     - 19910511 GOOD             USPSQD
 BZ1113  HISTORY     - 19950715 GOOD             USPSQD
 BZ1113  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1113  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1113
 BZ1113                          STATION DESCRIPTION
 BZ1113
 BZ1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1113'5.5 KM NE FROM TROY.
 BZ1113'5.5 KM. (3.4 MI.) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BZ1113'35 FROM THE JUNCTION OF FARM ROAD 935 IN TROY, ALSO 5.1 KM. (3.2 MI.)
 BZ1113'SOUTHWEST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE 35 FROM THE
 BZ1113'JUNCTION OF FARM ROAD 107 AND TEXAS HIGHWAY 7 IN EDDY, AT THE EL
 BZ1113'TEJANO BALLROOM, 9.7 M. (31.8 FT.) SOUTHEAST OF THE CENTERLINE OF THE
 BZ1113'FRONTAGE ROAD, 30.5 M. (100 FT.) NORTHWEST OF THE NORTHWEST CORNER OF
 BZ1113'THE BALLROOM, 9.3 M. (30.4 FT.) SOUTH OF A 90-CM. BOX CULVERT, 9.9 M.
 BZ1113'(32.5 FT.) NORTH OF A 40-CM. TWIN-TRUNKED SWEET GUM TREE.  NOTE-ROD
 BZ1113'DRIVEN TO REFUSAL.  DATUM POINT IS 12 CM. BELOW GROUND, ACCESS TO
 BZ1113'WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1113'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 BZ1113
 BZ1113                          STATION RECOVERY (1991)
 BZ1113
 BZ1113'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1113'RECOVERED IN GOOD CONDITION.
 BZ1113
 BZ1113                          STATION RECOVERY (1995)
 BZ1113
 BZ1113'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1113'RECOVERED IN GOOD CONDITION.
 BZ1113
 BZ1113                          STATION RECOVERY (2001)
 BZ1113
 BZ1113'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1113'MARK NOT FOUND.
 BZ1113
 BZ1113                          STATION RECOVERY (2003)
 BZ1113
 BZ1113'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1073 ***********************************************************************
 BZ1073  DESIGNATION -  W 1301
 BZ1073  PID         -  BZ1073
 BZ1073  STATE/COUNTY-  TX/MCLENNAN
 BZ1073  USGS QUAD   -  ELM MOTT (1975)
 BZ1073
 BZ1073                         *CURRENT SURVEY CONTROL
 BZ1073  ___________________________________________________________________
 BZ1073* NAD 83(1986)-  31 42 56.     (N)    097 06 10.     (W)     SCALED    
 BZ1073* NAVD 88     -       168.618  (meters)     553.21   (feet)  ADJUSTED  
 BZ1073  ___________________________________________________________________
 BZ1073  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BZ1073  DYNAMIC HT  -         168.407 (meters)     552.52  (feet)  COMP
 BZ1073  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 BZ1073
 BZ1073  VERT ORDER  -  FIRST     CLASS II
 BZ1073
 BZ1073.The horizontal coordinates were scaled from a topographic map and have
 BZ1073.an estimated accuracy of +/- 6 seconds.
 BZ1073
 BZ1073.The orthometric height was determined by differential leveling
 BZ1073.and adjusted by the National Geodetic Survey in June 1991..
 BZ1073
 BZ1073.The geoid height was determined by GEOID03.
 BZ1073
 BZ1073.The dynamic height is computed by dividing the NAVD 88
 BZ1073.geopotential number by the normal gravity value computed on the
 BZ1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1073.degrees latitude (g = 980.6199 gals.).
 BZ1073
 BZ1073.The modeled gravity was interpolated from observed gravity values.
 BZ1073
 BZ1073;                    North         East    Units  Estimated Accuracy
 BZ1073;SPC TX C     - 3,231,580.    1,006,150.      MT  (+/- 180 meters Scaled)
 BZ1073
 BZ1073                          SUPERSEDED SURVEY CONTROL
 BZ1073
 BZ1073.No superseded survey control is available for this station.
 BZ1073
 BZ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA797104(NAD 83)
 BZ1073_MARKER: I = METAL ROD
 BZ1073_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1073_SP_SET: STAINLESS STEEL ROD
 BZ1073_STAMPING: W 1301 1980
 BZ1073_PROJECTION: FLUSH
 BZ1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1073+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1073_ROD/PIPE-DEPTH: 9.1  meters
 BZ1073
 BZ1073  HISTORY     - Date     Condition        Report By
 BZ1073  HISTORY     - 1980     MONUMENTED       NGS
 BZ1073  HISTORY     - 19910511 GOOD             USPSQD
 BZ1073  HISTORY     - 19950715 GOOD             USPSQD
 BZ1073  HISTORY     - 20010317 GOOD             USPSQD
 BZ1073  HISTORY     - 20031011 GOOD             USPSQD
 BZ1073
 BZ1073                          STATION DESCRIPTION
 BZ1073
 BZ1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1073'5.1 KM NORTH FROM ELM MOTT.
 BZ1073'5.1 KM. (3.15 MI.) NORTH ALONG THE FRONTAGE ROAD WHICH PARALLELS
 BZ1073'INTERSTATE 35 ON THE WEST SIDE FROM THE JUNCTION OF FARM ROAD 308 IN
 BZ1073'ELM MOTT, AT THE SOUTH SIDE OF THE ROSS ROAD OVERPASS, 17.7 M.
 BZ1073'(58.0 FT.) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 23.5 M.
 BZ1073'(77.0 FT.) SOUTHWEST OF THE SOUTHWESTMOST PIER OF THE OVERPASS, 0.3 M.
 BZ1073'(1.0 FT.) NORTH OF A FENCE, 2.9 M. (9.4 FT.) WEST OF A CORNER FENCE
 BZ1073'POST, 3.2 M. (10.5 FT.) NORTHWEST OF POWERLINE POLE NUMBER 155.  DATUM
 BZ1073'POINT IS 5 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM.
 BZ1073'LOGO CAP.
 BZ1073'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BZ1073'THE MARK IS 0.6 M ABOVE THE ROAD.
 BZ1073
 BZ1073                          STATION RECOVERY (1991)
 BZ1073
 BZ1073'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1073'RECOVERED IN GOOD CONDITION.
 BZ1073
 BZ1073                          STATION RECOVERY (1995)
 BZ1073
 BZ1073'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1073'RECOVERED IN GOOD CONDITION.
 BZ1073
 BZ1073                          STATION RECOVERY (2001)
 BZ1073
 BZ1073'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1073'RECOVERED IN GOOD CONDITION.
 BZ1073
 BZ1073                          STATION RECOVERY (2003)
 BZ1073
 BZ1073'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1100 ***********************************************************************
 BZ1100  DESIGNATION -  W 1302
 BZ1100  PID         -  BZ1100
 BZ1100  STATE/COUNTY-  TX/MCLENNAN
 BZ1100  USGS QUAD   -  LORENA (1993)
 BZ1100
 BZ1100                         *CURRENT SURVEY CONTROL
 BZ1100  ___________________________________________________________________
 BZ1100* NAD 83(1986)-  31 24 05.     (N)    097 12 22.     (W)     SCALED    
 BZ1100* NAVD 88     -       202.020  (meters)     662.79   (feet)  ADJUSTED  
 BZ1100  ___________________________________________________________________
 BZ1100  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ1100  DYNAMIC HT  -         201.760 (meters)     661.94  (feet)  COMP
 BZ1100  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BZ1100
 BZ1100  VERT ORDER  -  FIRST     CLASS II
 BZ1100
 BZ1100.The horizontal coordinates were scaled from a topographic map and have
 BZ1100.an estimated accuracy of +/- 6 seconds.
 BZ1100
 BZ1100.The orthometric height was determined by differential leveling
 BZ1100.and adjusted by the National Geodetic Survey in June 1991..
 BZ1100
 BZ1100.The geoid height was determined by GEOID03.
 BZ1100
 BZ1100.The dynamic height is computed by dividing the NAVD 88
 BZ1100.geopotential number by the normal gravity value computed on the
 BZ1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1100.degrees latitude (g = 980.6199 gals.).
 BZ1100
 BZ1100.The modeled gravity was interpolated from observed gravity values.
 BZ1100
 BZ1100;                    North         East    Units  Estimated Accuracy
 BZ1100;SPC TX C     - 3,196,490.      997,340.      MT  (+/- 180 meters Scaled)
 BZ1100
 BZ1100                          SUPERSEDED SURVEY CONTROL
 BZ1100
 BZ1100.No superseded survey control is available for this station.
 BZ1100
 BZ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV705754(NAD 83)
 BZ1100_MARKER: I = METAL ROD
 BZ1100_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1100+WITH SETTING: INFORMATION.
 BZ1100_SP_SET: SHALLOW SET METAL ROD
 BZ1100_STAMPING: W 1302 1980
 BZ1100_PROJECTION: FLUSH
 BZ1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1100+STABILITY: SURFACE MOTION
 BZ1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1100+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1100_ROD/PIPE-DEPTH: 2.4  meters
 BZ1100
 BZ1100  HISTORY     - Date     Condition        Report By
 BZ1100  HISTORY     - 1980     MONUMENTED       NGS
 BZ1100  HISTORY     - 19910424 GOOD             USPSQD
 BZ1100  HISTORY     - 19950715 GOOD             USPSQD
 BZ1100  HISTORY     - 20010317 GOOD             USPSQD
 BZ1100  HISTORY     - 20031011 GOOD             USPSQD
 BZ1100  HISTORY     - 20050727 GOOD             USPSQD
 BZ1100
 BZ1100                          STATION DESCRIPTION
 BZ1100
 BZ1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1100'2.4 KM NORTH FROM LORENA.
 BZ1100'2.4 KM. (1.5 MI.) NORTH ALONG THE FRONTAGE ROAD (J.H. KULTGEN
 BZ1100'EXPRESSWAY) ON THE WEST SIDE OF I-35 FROM THE JUNCTION OF ROAD 2837 IN
 BZ1100'LORENA, 0.15 KM. (0.1 MI.) NORTH OF A DIRT ROAD LEADING NORTHWEST TO A
 BZ1100'MICROWAVE TOWER, 15.8 M. (52.0 FT.) WEST OF THE CENTERLINE OF THE
 BZ1100'FRONTAGE ROAD, 0.3 M. (1.0 FT.) EAST OF A FENCE, 17.2 M. (56.4 FT.)
 BZ1100'NORTHWEST OF THE NORTH END OF A 60-CM. BY 60-CM. BOX CULVERT HEADWALL.
 BZ1100'NOTE-ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD LIMESTONE.  DATUM
 BZ1100'POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM.
 BZ1100'LOGO CAP.
 BZ1100'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BZ1100'THE MARK IS 0.3 M ABOVE THE ROAD.
 BZ1100
 BZ1100                          STATION RECOVERY (1991)
 BZ1100
 BZ1100'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1100'RECOVERED IN GOOD CONDITION.
 BZ1100
 BZ1100                          STATION RECOVERY (1995)
 BZ1100
 BZ1100'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1100'RECOVERED IN GOOD CONDITION.
 BZ1100
 BZ1100                          STATION RECOVERY (2001)
 BZ1100
 BZ1100'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1100'RECOVERED IN GOOD CONDITION.
 BZ1100
 BZ1100                          STATION RECOVERY (2003)
 BZ1100
 BZ1100'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1100'RECOVERED IN GOOD CONDITION.
 BZ1100
 BZ1100                          STATION RECOVERY (2005)
 BZ1100
 BZ1100'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0782 ***********************************************************************
 BM0782  DESIGNATION -  W 1303
 BM0782  PID         -  BM0782
 BM0782  STATE/COUNTY-  TX/WILLIAMSON
 BM0782  USGS QUAD   -  GRANGER (1988)
 BM0782
 BM0782                         *CURRENT SURVEY CONTROL
 BM0782  ___________________________________________________________________
 BM0782* NAD 83(1986)-  30 42 54.     (N)    097 26 58.     (W)     SCALED    
 BM0782* NAVD 88     -       174.448  (meters)     572.33   (feet)  ADJUSTED  
 BM0782  ___________________________________________________________________
 BM0782  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BM0782  DYNAMIC HT  -         174.216 (meters)     571.57  (feet)  COMP
 BM0782  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 BM0782
 BM0782  VERT ORDER  -  FIRST     CLASS II
 BM0782
 BM0782.The horizontal coordinates were scaled from a topographic map and have
 BM0782.an estimated accuracy of +/- 6 seconds.
 BM0782
 BM0782.The orthometric height was determined by differential leveling
 BM0782.and adjusted by the National Geodetic Survey in June 1991..
 BM0782
 BM0782.The geoid height was determined by GEOID03.
 BM0782
 BM0782.The dynamic height is computed by dividing the NAVD 88
 BM0782.geopotential number by the normal gravity value computed on the
 BM0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0782.degrees latitude (g = 980.6199 gals.).
 BM0782
 BM0782.The modeled gravity was interpolated from observed gravity values.
 BM0782
 BM0782;                    North         East    Units  Estimated Accuracy
 BM0782;SPC TX C     - 3,119,790.      976,180.      MT  (+/- 180 meters Scaled)
 BM0782
 BM0782                          SUPERSEDED SURVEY CONTROL
 BM0782
 BM0782.No superseded survey control is available for this station.
 BM0782
 BM0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU484990(NAD 83)
 BM0782_MARKER: I = METAL ROD
 BM0782_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0782_SP_SET: STAINLESS STEEL ROD
 BM0782_STAMPING: W 1303 1980
 BM0782_MARK LOGO: NGS   
 BM0782_PROJECTION: FLUSH
 BM0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0782+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0782_ROD/PIPE-DEPTH: 7.6  meters
 BM0782
 BM0782  HISTORY     - Date     Condition        Report By
 BM0782  HISTORY     - 1980     MONUMENTED       NGS
 BM0782  HISTORY     - 1990     GOOD             USPSQD
 BM0782  HISTORY     - 19991231 GOOD             USPSQD
 BM0782  HISTORY     - 20050724 GOOD             USPSQD
 BM0782
 BM0782                          STATION DESCRIPTION
 BM0782
 BM0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0782'0.55 KM (0.35 MI) SW FROM GRANGER.
 BM0782'0.55 KM (0.35 MI) SOUTHWEST ALONG FARM ROAD 971 FROM THE JUNCTION OF
 BM0782'STATE HIGHWAY 95 IN GRANGER, 0.15 KM (0.1 MI) SOUTHWEST OF THE GRANGER
 BM0782'CITY LIMITS, 18.0 METERS (59.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 BM0782'FARM ROAD, 45.4 METERS (149 FT) SOUTHWEST OF THE CENTER OF A METAL
 BM0782'GATE AND A ROAD LEADING TO A LARGE METAL BUILDING, 54.6 METERS
 BM0782'(179 FT) NORTHWEST AND ACROSS A FENCE FROM THE WEST CORNER OF THE
 BM0782'METAL BUILDING, 7.3 METERS (24.0 FT) SOUTHWEST OF A LARGE POWERLINE
 BM0782'POLE, 0.9 METER (3.0 FT) SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 BM0782'WARNING SIGN, 0.8 METER (2.5 FT) NORTHEAST OF A CORNER FENCE POST,
 BM0782'0.3 METER (1.0 FT) NORTHWEST OF A FENCE.
 BM0782'THE MARK IS 0.45 METERS  WSW FROM A WITNESS POST.
 BM0782'THE MARK IS ABOVE LEVEL WITH THE FARM ROAD.
 BM0782
 BM0782                          STATION RECOVERY (1990)
 BM0782
 BM0782'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0782'RECOVERED IN GOOD CONDITION.
 BM0782
 BM0782                          STATION RECOVERY (1999)
 BM0782
 BM0782'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0782'RECOVERED IN GOOD CONDITION.
 BM0782
 BM0782                          STATION RECOVERY (2005)
 BM0782
 BM0782'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0826 ***********************************************************************
 BM0826  DESIGNATION -  W 1304
 BM0826  PID         -  BM0826
 BM0826  STATE/COUNTY-  TX/TRAVIS
 BM0826  USGS QUAD   -  OAK HILL (1988)
 BM0826
 BM0826                         *CURRENT SURVEY CONTROL
 BM0826  ___________________________________________________________________
 BM0826* NAD 83(1986)-  30 13 59.     (N)    097 47 49.     (W)     SCALED    
 BM0826* NAVD 88     -       210.310  (meters)     689.99   (feet)  ADJUSTED  
 BM0826  ___________________________________________________________________
 BM0826  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BM0826  DYNAMIC HT  -         210.022 (meters)     689.05  (feet)  COMP
 BM0826  MODELED GRAV-     979,263.5   (mgal)                       NAVD 88
 BM0826
 BM0826  VERT ORDER  -  FIRST     CLASS II
 BM0826
 BM0826.The horizontal coordinates were scaled from a topographic map and have
 BM0826.an estimated accuracy of +/- 6 seconds.
 BM0826
 BM0826.The orthometric height was determined by differential leveling
 BM0826.and adjusted by the National Geodetic Survey in June 1991..
 BM0826
 BM0826.The geoid height was determined by GEOID03.
 BM0826
 BM0826.The dynamic height is computed by dividing the NAVD 88
 BM0826.geopotential number by the normal gravity value computed on the
 BM0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0826.degrees latitude (g = 980.6199 gals.).
 BM0826
 BM0826.The modeled gravity was interpolated from observed gravity values.
 BM0826
 BM0826;                    North         East    Units  Estimated Accuracy
 BM0826;SPC TX C     - 3,065,570.      944,130.      MT  (+/- 180 meters Scaled)
 BM0826
 BM0826                          SUPERSEDED SURVEY CONTROL
 BM0826
 BM0826.No superseded survey control is available for this station.
 BM0826
 BM0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU157452(NAD 83)
 BM0826_MARKER: I = METAL ROD
 BM0826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM0826_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM0826_STAMPING: W 1304 1980
 BM0826_MARK LOGO: NGS   
 BM0826_PROJECTION: RECESSED 4 CENTIMETERS
 BM0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0826+STABILITY: POSITION/ELEVATION WELL
 BM0826_ROD/PIPE-DEPTH: 11.3 meters
 BM0826_SLEEVE-DEPTH  : 9.1 meters
 BM0826
 BM0826  HISTORY     - Date     Condition        Report By
 BM0826  HISTORY     - 1980     MONUMENTED       NGS
 BM0826  HISTORY     - 1989     GOOD             USPSQD
 BM0826  HISTORY     - 1989     GOOD             USPSQD
 BM0826  HISTORY     - 1989     GOOD             USPSQD
 BM0826  HISTORY     - 1990     GOOD             USPSQD
 BM0826  HISTORY     - 19910719 GOOD             USPSQD
 BM0826
 BM0826                          STATION DESCRIPTION
 BM0826
 BM0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0826'IN AUSTIN.
 BM0826'IN AUSTIN, 5.0 KM (3.0 MI) WEST ALONG BEN WHITE BOULEVARD FROM THE
 BM0826'JUNCTION OF INTERSTATE 35, IN THE SOUTH QUADRANT OF THE CLOVERLEAF
 BM0826'INTERSECTION OF SOUTH LAMAR BOULEVARD, 51.8 METERS (170 FT) SOUTHEAST
 BM0826'OF THE CENTERLINE OF LAMAR BOULEVARD NORTHEASTBOUND, 28.2 METERS
 BM0826'(92.5 FT) NORTHWEST OF THE CENTERLINE OF THE EXIT ROAD LEADING FROM
 BM0826'LAMAR BOULEVARD NORTHEASTBOUND TO BEN WHITE BOULEVARD SOUTHEASTBOUND,
 BM0826'54.3 METERS (178 FT) SOUTH OF A 60-CM CULVERT, 32.3 METERS (106 FT)
 BM0826'SOUTH-SOUTHWEST OF LIGHT POLE NUMBER 44-1, 3.0 METERS (9.8 FT)
 BM0826'NORTHEAST OF A HIGH TENSION POWERLINE POLE, 2.4 METERS (8.0 FT)
 BM0826'SOUTHWEST OF A HIGH TENSION POWERLINE POLE.  NOTE-THIS MARK IS IN THE
 BM0826'CLOSE VICINITY OF THE BALCONES FAULT LINE.
 BM0826'THE MARK IS 0.3 M BELOW U.S. HIGHWAY 290.
 BM0826
 BM0826                          STATION RECOVERY (1989)
 BM0826
 BM0826'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0826'RECOVERED IN GOOD CONDITION.
 BM0826
 BM0826                          STATION RECOVERY (1989)
 BM0826
 BM0826'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0826'RECOVERED IN GOOD CONDITION.
 BM0826
 BM0826                          STATION RECOVERY (1989)
 BM0826
 BM0826'RECOVERY NOTE BY US POWER SQUADRON 1989 (HWB)
 BM0826'RECOVERED IN GOOD CONDITION.
 BM0826
 BM0826                          STATION RECOVERY (1990)
 BM0826
 BM0826'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0826'RECOVERED IN GOOD CONDITION.
 BM0826
 BM0826                          STATION RECOVERY (1991)
 BM0826
 BM0826'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0747 ***********************************************************************
 BM0747  DESIGNATION -  W 1305
 BM0747  PID         -  BM0747
 BM0747  STATE/COUNTY-  TX/HAYS
 BM0747  USGS QUAD   -  BUDA (1994)
 BM0747
 BM0747                         *CURRENT SURVEY CONTROL
 BM0747  ___________________________________________________________________
 BM0747* NAD 83(1986)-  30 02 55.     (N)    097 50 18.     (W)     SCALED    
 BM0747* NAVD 88     -       221.990  (meters)     728.31   (feet)  ADJUSTED  
 BM0747  ___________________________________________________________________
 BM0747  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0747  DYNAMIC HT  -         221.679 (meters)     727.29  (feet)  COMP
 BM0747  MODELED GRAV-     979,237.3   (mgal)                       NAVD 88
 BM0747
 BM0747  VERT ORDER  -  FIRST     CLASS II
 BM0747
 BM0747.The horizontal coordinates were scaled from a topographic map and have
 BM0747.an estimated accuracy of +/- 6 seconds.
 BM0747
 BM0747.The orthometric height was determined by differential leveling
 BM0747.and adjusted by the National Geodetic Survey in June 1991..
 BM0747
 BM0747.The geoid height was determined by GEOID03.
 BM0747
 BM0747.The dynamic height is computed by dividing the NAVD 88
 BM0747.geopotential number by the normal gravity value computed on the
 BM0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0747.degrees latitude (g = 980.6199 gals.).
 BM0747
 BM0747.The modeled gravity was interpolated from observed gravity values.
 BM0747
 BM0747;                    North         East    Units  Estimated Accuracy
 BM0747;SPC TXSC     - 4,246,070.      712,020.      MT  (+/- 180 meters Scaled)
 BM0747
 BM0747                          SUPERSEDED SURVEY CONTROL
 BM0747
 BM0747.No superseded survey control is available for this station.
 BM0747
 BM0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU119247(NAD 83)
 BM0747_MARKER: I = METAL ROD
 BM0747_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0747_SP_SET: STAINLESS STEEL ROD
 BM0747_STAMPING: W 1305 1980
 BM0747_MARK LOGO: NGS   
 BM0747_PROJECTION: RECESSED 3 CENTIMETERS
 BM0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0747_ROD/PIPE-DEPTH: 6.1  meters
 BM0747
 BM0747  HISTORY     - Date     Condition        Report By
 BM0747  HISTORY     - 1980     MONUMENTED       NGS
 BM0747  HISTORY     - 1990     GOOD             USPSQD
 BM0747  HISTORY     - 19910116 GOOD             USPSQD
 BM0747  HISTORY     - 19910828 GOOD             USPSQD
 BM0747  HISTORY     - 19930808 GOOD             USPSQD
 BM0747  HISTORY     - 19950726 GOOD             USPSQD
 BM0747  HISTORY     - 19990925 GOOD             USPSQD
 BM0747
 BM0747                          STATION DESCRIPTION
 BM0747
 BM0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0747'7.6 KM (4.7 MI) NE FROM KYLE.
 BM0747'7.6 KM (4.7 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BM0747'35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE, AT A POWERLINE
 BM0747'JUNCTION, 59.7 METERS (196 FT) SOUTHWEST OF THE CENTER OF A DRIVE
 BM0747'LEADING EAST, 18.3 METERS (60.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 BM0747'FRONTAGE ROAD, 10.7 METERS (35.0 FT) SOUTHWEST OF A CORNER FENCE POST,
 BM0747'0.9 METER (3.0 FT) SOUTH OF THE POWERLINE JUNCTION POLE.
 BM0747'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 BM0747'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 BM0747
 BM0747                          STATION RECOVERY (1990)
 BM0747
 BM0747'RECOVERY NOTE BY US POWER SQUADRON 1990 (HJC)
 BM0747'RECOVERED IN GOOD CONDITION.
 BM0747
 BM0747                          STATION RECOVERY (1991)
 BM0747
 BM0747'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0747'RECOVERED IN GOOD CONDITION.
 BM0747
 BM0747                          STATION RECOVERY (1991)
 BM0747
 BM0747'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0747'RECOVERED IN GOOD CONDITION.
 BM0747
 BM0747                          STATION RECOVERY (1993)
 BM0747
 BM0747'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BM0747'RECOVERED IN GOOD CONDITION.
 BM0747
 BM0747                          STATION RECOVERY (1995)
 BM0747
 BM0747'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0747'RECOVERED IN GOOD CONDITION.
 BM0747
 BM0747                          STATION RECOVERY (1999)
 BM0747
 BM0747'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2440 ***********************************************************************
 AX2440  DESIGNATION -  W 1306
 AX2440  PID         -  AX2440
 AX2440  STATE/COUNTY-  TX/HAYS
 AX2440  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2440
 AX2440                         *CURRENT SURVEY CONTROL
 AX2440  ___________________________________________________________________
 AX2440* NAD 83(1986)-  29 49 41.     (N)    097 59 09.     (W)     SCALED    
 AX2440* NAVD 88     -       203.062  (meters)     666.21   (feet)  ADJUSTED  
 AX2440  ___________________________________________________________________
 AX2440  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AX2440  DYNAMIC HT  -         202.774 (meters)     665.27  (feet)  COMP
 AX2440  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 AX2440
 AX2440  VERT ORDER  -  FIRST     CLASS II
 AX2440
 AX2440.The horizontal coordinates were scaled from a topographic map and have
 AX2440.an estimated accuracy of +/- 6 seconds.
 AX2440
 AX2440.The orthometric height was determined by differential leveling
 AX2440.and adjusted by the National Geodetic Survey in June 1991..
 AX2440
 AX2440.The geoid height was determined by GEOID03.
 AX2440
 AX2440.The dynamic height is computed by dividing the NAVD 88
 AX2440.geopotential number by the normal gravity value computed on the
 AX2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2440.degrees latitude (g = 980.6199 gals.).
 AX2440
 AX2440.The modeled gravity was interpolated from observed gravity values.
 AX2440
 AX2440;                    North         East    Units  Estimated Accuracy
 AX2440;SPC TXSC     - 4,221,500.      698,010.      MT  (+/- 180 meters Scaled)
 AX2440
 AX2440                          SUPERSEDED SURVEY CONTROL
 AX2440
 AX2440.No superseded survey control is available for this station.
 AX2440
 AX2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU979001(NAD 83)
 AX2440_MARKER: I = METAL ROD
 AX2440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2440_SP_SET: STAINLESS STEEL ROD
 AX2440_STAMPING: W 1306 1980
 AX2440_MARK LOGO: NGS   
 AX2440_PROJECTION: FLUSH
 AX2440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2440_ROD/PIPE-DEPTH: 4.3  meters
 AX2440
 AX2440  HISTORY     - Date     Condition        Report By
 AX2440  HISTORY     - 1980     MONUMENTED       NGS
 AX2440  HISTORY     - 1990     GOOD             USPSQD
 AX2440  HISTORY     - 19930808 GOOD             USPSQD
 AX2440  HISTORY     - 19990925 GOOD             USPSQD
 AX2440  HISTORY     - 20030517 GOOD             USPSQD
 AX2440
 AX2440                          STATION DESCRIPTION
 AX2440
 AX2440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2440'7.3 KM (4.5 MI) SW FROM SAN MARCOS.
 AX2440'7.3 KM (4.5 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AX2440'35 FROM THE JUNCTION OF LOOP 82 AND STATE HIGHWAY 123 IN SAN MARCOS,
 AX2440'AT THE CENTERPOINT ROAD OVERPASS, APPROXIMATELY 20 METERS NORTHEAST OF
 AX2440'THE SOUTHWEST OVERPASS ABUTMENT, APPROXIMATELY 150 METERS SOUTH OF A
 AX2440'STUCKEYS RESTURANT, 17.1 METERS (56.0 FT) WEST-SOUTHWEST OF THE
 AX2440'CENTERLINE OF THE FRONTAGE ROAD, 0.9 METER (3.0 FT) WEST-SOUTHWEST OF
 AX2440'A CORNER FENCE POST, 0.3 METER (1.0 FT) SOUTH-SOUTHWEST OF A FENCE,
 AX2440'11.4 METERS (37.3 FT) WEST-SOUTHWEST OF THE NORTHEAST END OF A METAL
 AX2440'GUARDRAIL.  NOTE-ROD DRIVEN TO REFUSAL.
 AX2440'THE MARK IS 1.7 METERS  W FROM A WITNESS POST.
 AX2440'THE MARK IS 1.8 M ABOVE THE FRONTAGE ROAD.
 AX2440
 AX2440                          STATION RECOVERY (1990)
 AX2440
 AX2440'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AX2440'RECOVERED IN GOOD CONDITION.
 AX2440
 AX2440                          STATION RECOVERY (1993)
 AX2440
 AX2440'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2440'RECOVERED IN GOOD CONDITION.
 AX2440
 AX2440                          STATION RECOVERY (1999)
 AX2440
 AX2440'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2440'RECOVERED IN GOOD CONDITION.
 AX2440
 AX2440                          STATION RECOVERY (2003)
 AX2440
 AX2440'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1519 ***********************************************************************
 AY1519  DESIGNATION -  W 1307
 AY1519  PID         -  AY1519
 AY1519  STATE/COUNTY-  TX/BEXAR
 AY1519  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1519
 AY1519                         *CURRENT SURVEY CONTROL
 AY1519  ___________________________________________________________________
 AY1519* NAD 83(1986)-  29 25 36.     (N)    098 29 08.     (W)     SCALED    
 AY1519* NAVD 88     -       202.320  (meters)     663.78   (feet)  ADJUSTED  
 AY1519  ___________________________________________________________________
 AY1519  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AY1519  DYNAMIC HT  -         202.026 (meters)     662.81  (feet)  COMP
 AY1519  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AY1519
 AY1519  VERT ORDER  -  FIRST     CLASS II
 AY1519
 AY1519.The horizontal coordinates were scaled from a topographic map and have
 AY1519.an estimated accuracy of +/- 6 seconds.
 AY1519
 AY1519.The orthometric height was determined by differential leveling
 AY1519.and adjusted by the National Geodetic Survey in June 1991..
 AY1519
 AY1519.The geoid height was determined by GEOID03.
 AY1519
 AY1519.The dynamic height is computed by dividing the NAVD 88
 AY1519.geopotential number by the normal gravity value computed on the
 AY1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1519.degrees latitude (g = 980.6199 gals.).
 AY1519
 AY1519.The modeled gravity was interpolated from observed gravity values.
 AY1519
 AY1519;                    North         East    Units  Estimated Accuracy
 AY1519;SPC TXSC     - 4,176,690.      649,910.      MT  (+/- 180 meters Scaled)
 AY1519
 AY1519                          SUPERSEDED SURVEY CONTROL
 AY1519
 AY1519.No superseded survey control is available for this station.
 AY1519
 AY1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT499553(NAD 83)
 AY1519_MARKER: DB = BENCH MARK DISK
 AY1519_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AY1519_SP_SET: LARGE LANDING
 AY1519_STAMPING: W 1307 1980
 AY1519_MARK LOGO: NGS   
 AY1519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1519+STABILITY: POSITION/ELEVATION WELL
 AY1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1519+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AY1519
 AY1519  HISTORY     - Date     Condition        Report By
 AY1519  HISTORY     - 1980     MONUMENTED       NGS
 AY1519  HISTORY     - 1982     GOOD             NGS
 AY1519  HISTORY     - 1982     GOOD             NGS
 AY1519  HISTORY     - 19950411 GOOD             USPSQD
 AY1519  HISTORY     - 19970913 GOOD             USPSQD
 AY1519  HISTORY     - 20020915 GOOD             USPSQD
 AY1519  HISTORY     - 20041027 GOOD             USPSQD
 AY1519  HISTORY     - 20060717 GOOD             USPSQD
 AY1519
 AY1519                          STATION DESCRIPTION
 AY1519
 AY1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1519'IN SAN ANTONIO.
 AY1519'IN SAN ANTONIO, AT THE NORTHEAST CORNER OF THE INTERSECTION OF EAST
 AY1519'HOUSTON STREET AND NORTH ALAMO STREET, IN TOP OF THE EAST END OF AN
 AY1519'INSET LEDGE NEAR THE SOUTHEAST CORNER OF THE OLD U.S. POST OFFICE AND
 AY1519'COURTHOUSE BUILDING, 5.6 METERS (18.5 FT) WEST OF THE WESTERNMOST ONE
 AY1519'OF THREE SETS OF DOORS AT THE SOUTH ENTRANCE OF THE BUILDING,
 AY1519'5.2 METERS (17.0 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 AY1519'5.4 METERS (17.7 FT) NORTH-NORTHEAST OF THE WESTERNMOST ONE OF TWO
 AY1519'FLAGPOLES AT THE SOUTH ENTRANCE OF THE BUILDING.
 AY1519'THE MARK IS ABOVE LEVEL WITH THE TOP STEP OF THE ENTRA.
 AY1519
 AY1519                          STATION RECOVERY (1982)
 AY1519
 AY1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1519'RECOVERED IN GOOD CONDITION.
 AY1519
 AY1519                          STATION RECOVERY (1982)
 AY1519
 AY1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1519'RECOVERED IN GOOD CONDITION.
 AY1519
 AY1519                          STATION RECOVERY (1995)
 AY1519
 AY1519'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1519'RECOVERED IN GOOD CONDITION.
 AY1519
 AY1519                          STATION RECOVERY (1997)
 AY1519
 AY1519'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1519'RECOVERED IN GOOD CONDITION.
 AY1519
 AY1519                          STATION RECOVERY (2002)
 AY1519
 AY1519'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AY1519'RECOVERED IN GOOD CONDITION.
 AY1519
 AY1519                          STATION RECOVERY (2004)
 AY1519
 AY1519'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY1519'RECOVERED IN GOOD CONDITION.
 AY1519
 AY1519                          STATION RECOVERY (2006)
 AY1519
 AY1519'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1552 ***********************************************************************
 AY1552  DESIGNATION -  W 1308
 AY1552  PID         -  AY1552
 AY1552  STATE/COUNTY-  TX/COMAL
 AY1552  USGS QUAD   -  MARION (1992)
 AY1552
 AY1552                         *CURRENT SURVEY CONTROL
 AY1552  ___________________________________________________________________
 AY1552* NAD 83(1986)-  29 37 17.     (N)    098 14 57.     (W)     SCALED    
 AY1552* NAVD 88     -       249.029  (meters)     817.02   (feet)  ADJUSTED  
 AY1552  ___________________________________________________________________
 AY1552  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY1552  DYNAMIC HT  -         248.667 (meters)     815.84  (feet)  COMP
 AY1552  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AY1552
 AY1552  VERT ORDER  -  FIRST     CLASS II
 AY1552
 AY1552.The horizontal coordinates were scaled from a topographic map and have
 AY1552.an estimated accuracy of +/- 6 seconds.
 AY1552
 AY1552.The orthometric height was determined by differential leveling
 AY1552.and adjusted by the National Geodetic Survey in June 1991..
 AY1552
 AY1552.The geoid height was determined by GEOID03.
 AY1552
 AY1552.The dynamic height is computed by dividing the NAVD 88
 AY1552.geopotential number by the normal gravity value computed on the
 AY1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1552.degrees latitude (g = 980.6199 gals.).
 AY1552
 AY1552.The modeled gravity was interpolated from observed gravity values.
 AY1552
 AY1552;                    North         East    Units  Estimated Accuracy
 AY1552;SPC TXSC     - 4,198,400.      672,710.      MT  (+/- 180 meters Scaled)
 AY1552
 AY1552                          SUPERSEDED SURVEY CONTROL
 AY1552
 AY1552.No superseded survey control is available for this station.
 AY1552
 AY1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT726770(NAD 83)
 AY1552_MARKER: I = METAL ROD
 AY1552_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1552+WITH SETTING: INFORMATION.
 AY1552_SP_SET: SHALLOW SET METAL ROD
 AY1552_STAMPING: W 1308 1980
 AY1552_MARK LOGO: NGS   
 AY1552_PROJECTION: FLUSH
 AY1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1552+STABILITY: SURFACE MOTION
 AY1552_ROD/PIPE-DEPTH: 2.3  meters
 AY1552
 AY1552  HISTORY     - Date     Condition        Report By
 AY1552  HISTORY     - 1980     MONUMENTED       NGS
 AY1552  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY1552  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1552  HISTORY     - 1990     GOOD             USPSQD
 AY1552  HISTORY     - 1990     GOOD             USPSQD
 AY1552  HISTORY     - 1991     GOOD             USPSQD
 AY1552  HISTORY     - 19930808 GOOD             USPSQD
 AY1552  HISTORY     - 19990925 GOOD             USPSQD
 AY1552  HISTORY     - 20060719 MARK NOT FOUND   USPSQD
 AY1552
 AY1552                          STATION DESCRIPTION
 AY1552
 AY1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1552'13.4 KM (8.3 MI) SW FROM NEW BRAUNFELS.
 AY1552'13.4 KM (8.3 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1552'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS,
 AY1552'8.7 METERS (28.5 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 AY1552'0.3 METER (1.0 FT) SOUTHEAST OF A WIRE FENCE, 0.9 METER (3.0 FT) NORTH
 AY1552'OF A CORNER FENCE POST, 23.5 METERS (77.0 FT) SOUTHWEST OF A TELEPHONE
 AY1552'JUNCTION BOX, 23.8 METERS (78.0 FT) SOUTHWEST OF A POWERLINE POLE.
 AY1552'NOTE-ROD DRIVEN TO REFUSAL.
 AY1552'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AY1552'THE MARK IS 0.15 M ABOVE THE ROAD.
 AY1552
 AY1552                          STATION RECOVERY (1987)
 AY1552
 AY1552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY1552'MARK NOT FOUND.
 AY1552
 AY1552                          STATION RECOVERY (1989)
 AY1552
 AY1552'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1552'MARK NOT FOUND.
 AY1552
 AY1552                          STATION RECOVERY (1990)
 AY1552
 AY1552'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1552'RECOVERED IN GOOD CONDITION.
 AY1552
 AY1552                          STATION RECOVERY (1990)
 AY1552
 AY1552'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1552'RECOVERED IN GOOD CONDITION.
 AY1552
 AY1552                          STATION RECOVERY (1991)
 AY1552
 AY1552'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1552'RECOVERED IN GOOD CONDITION.
 AY1552
 AY1552                          STATION RECOVERY (1993)
 AY1552
 AY1552'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1552'RECOVERED IN GOOD CONDITION.
 AY1552
 AY1552                          STATION RECOVERY (1999)
 AY1552
 AY1552'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1552'RECOVERED IN GOOD CONDITION.
 AY1552
 AY1552                          STATION RECOVERY (2006)
 AY1552
 AY1552'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1552'NO WITNESS POST.  AREA CHANGED FROM PHYSICAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0601 ***********************************************************************
 DN0601  DESIGNATION -  W 131
 DN0601  PID         -  DN0601
 DN0601  STATE/COUNTY-  TX/WISE
 DN0601  USGS QUAD   -  RHOME (1972)
 DN0601
 DN0601                         *CURRENT SURVEY CONTROL
 DN0601  ___________________________________________________________________
 DN0601* NAD 83(1986)-  33 05 14.     (N)    097 28 16.     (W)     SCALED    
 DN0601* NAVD 88     -       291.860  (meters)     957.54   (feet)  ADJUSTED  
 DN0601  ___________________________________________________________________
 DN0601  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DN0601  DYNAMIC HT  -         291.516 (meters)     956.42  (feet)  COMP
 DN0601  MODELED GRAV-     979,452.3   (mgal)                       NAVD 88
 DN0601
 DN0601  VERT ORDER  -  FIRST     CLASS II
 DN0601
 DN0601.The horizontal coordinates were scaled from a topographic map and have
 DN0601.an estimated accuracy of +/- 6 seconds.
 DN0601
 DN0601.The orthometric height was determined by differential leveling
 DN0601.and adjusted by the National Geodetic Survey in June 1991..
 DN0601
 DN0601.The geoid height was determined by GEOID03.
 DN0601
 DN0601.The dynamic height is computed by dividing the NAVD 88
 DN0601.geopotential number by the normal gravity value computed on the
 DN0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0601.degrees latitude (g = 980.6199 gals.).
 DN0601
 DN0601.The modeled gravity was interpolated from observed gravity values.
 DN0601
 DN0601;                    North         East    Units  Estimated Accuracy
 DN0601;SPC TXNC     - 2,158,000.      696,050.      MT  (+/- 180 meters Scaled)
 DN0601
 DN0601                          SUPERSEDED SURVEY CONTROL
 DN0601
 DN0601  NGVD 29 (??/??/92)  291.789  (m)          957.31   (f) ADJ UNCH    1 2
 DN0601
 DN0601.Superseded values are not recommended for survey control.
 DN0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0601.See file dsdata.txt to determine how the superseded data were derived.
 DN0601
 DN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB426619(NAD 83)
 DN0601_MARKER: DB = BENCH MARK DISK
 DN0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0601_STAMPING: W 131 1952
 DN0601_MARK LOGO: CGS   
 DN0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0601+STABILITY: SURFACE MOTION
 DN0601
 DN0601  HISTORY     - Date     Condition        Report By
 DN0601  HISTORY     - 1952     MONUMENTED       CGS
 DN0601  HISTORY     - 1984     GOOD             NGS
 DN0601  HISTORY     - 19970927 GOOD             USPSQD
 DN0601
 DN0601                          STATION DESCRIPTION
 DN0601
 DN0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0601'2.35 MI N FROM RHOME.
 DN0601'2.35 MILES NORTH ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0601'THE STATION AT RHOME, AT THE NORTH END OF A SMALL CUT, 79 FEET EAST OF
 DN0601'THE CENTER LINE OF U.S. HIGHWAY 81, 35 FEET WEST OF THE WEST RAIL, 5
 DN0601'FEET SOUTHWEST OF A TELEGRAPH POLE, 2.8 FEET WEST OF A WITNESS POST,
 DN0601'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 DN0601'GROUND.
 DN0601
 DN0601                          STATION RECOVERY (1984)
 DN0601
 DN0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0601'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0601'TO REACH FOLLOWS.  3.7 KM (2.3 MI) NORTHWESTERLY ALONG THE BURLINGTON
 DN0601'NORTHERN RAILROAD FROM ITS JUNCTION WITH 2ND STREET IN RHOME, ALSO
 DN0601'DELETE 5 FEET SOUTHWEST OF A POLE.
 DN0601
 DN0601                          STATION RECOVERY (1997)
 DN0601
 DN0601'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0849 ***********************************************************************
 DN0849  DESIGNATION -  W 133
 DN0849  PID         -  DN0849
 DN0849  STATE/COUNTY-  TX/MONTAGUE
 DN0849  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0849
 DN0849                         *CURRENT SURVEY CONTROL
 DN0849  ___________________________________________________________________
 DN0849* NAD 83(1986)-  33 36 37.     (N)    097 57 32.     (W)     SCALED    
 DN0849* NAVD 88     -       290.621  (meters)     953.48   (feet)  ADJUSTED  
 DN0849  ___________________________________________________________________
 DN0849  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DN0849  DYNAMIC HT  -         290.299 (meters)     952.42  (feet)  COMP
 DN0849  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 DN0849
 DN0849  VERT ORDER  -  FIRST     CLASS II
 DN0849
 DN0849.The horizontal coordinates were scaled from a topographic map and have
 DN0849.an estimated accuracy of +/- 6 seconds.
 DN0849
 DN0849.The orthometric height was determined by differential leveling
 DN0849.and adjusted by the National Geodetic Survey in June 1991..
 DN0849
 DN0849.The geoid height was determined by GEOID03.
 DN0849
 DN0849.The dynamic height is computed by dividing the NAVD 88
 DN0849.geopotential number by the normal gravity value computed on the
 DN0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0849.degrees latitude (g = 980.6199 gals.).
 DN0849
 DN0849.The modeled gravity was interpolated from observed gravity values.
 DN0849
 DN0849;                    North         East    Units  Estimated Accuracy
 DN0849;SPC TXNC     - 2,215,660.      650,210.      MT  (+/- 180 meters Scaled)
 DN0849
 DN0849                          SUPERSEDED SURVEY CONTROL
 DN0849
 DN0849  NGVD 29 (??/??/92)  290.57   (m)          953.3    (f) COMPUTED    1 2
 DN0849
 DN0849.Superseded values are not recommended for survey control.
 DN0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0849.See file dsdata.txt to determine how the superseded data were derived.
 DN0849
 DN0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC965194(NAD 83)
 DN0849_MARKER: DB = BENCH MARK DISK
 DN0849_SETTING: 66 = SET IN ROCK OUTCROP
 DN0849_SP_SET: BEDROCK
 DN0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0849+STABILITY: POSITION/ELEVATION WELL
 DN0849
 DN0849  HISTORY     - Date     Condition        Report By
 DN0849  HISTORY     - UNK      MONUMENTED       CGS
 DN0849  HISTORY     - 1933     GOOD             NGS
 DN0849  HISTORY     - 1959     MARK NOT FOUND   USGS
 DN0849  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0849
 DN0849                          STATION DESCRIPTION
 DN0849
 DN0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0849'3.7 MI S FROM BELLEVUE.
 DN0849'3.7 MILES SOUTHEAST OF AT MILEAGE 75.68, 35 FEET SOUTHWEST OF CENTER
 DN0849'OF TRACK, 40 FEET NORTHEAST OF CENTER LINE OF HIGHWAY.
 DN0849
 DN0849                          STATION RECOVERY (1959)
 DN0849
 DN0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DN0849'MARK NOT FOUND.
 DN0849
 DN0849                          STATION RECOVERY (1996)
 DN0849
 DN0849'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0074 ***********************************************************************
 EN0074  DESIGNATION -  W 134
 EN0074  PID         -  EN0074
 EN0074  STATE/COUNTY-  TX/CHILDRESS
 EN0074  USGS QUAD   -  CHILDRESS (1981)
 EN0074
 EN0074                         *CURRENT SURVEY CONTROL
 EN0074  ___________________________________________________________________
 EN0074* NAD 83(1986)-  34 26 04.     (N)    100 14 32.     (W)     SCALED    
 EN0074* NAVD 88     -       585.225  (meters)    1920.03   (feet)  ADJUSTED  
 EN0074  ___________________________________________________________________
 EN0074  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 EN0074  DYNAMIC HT  -         584.555 (meters)    1917.83  (feet)  COMP
 EN0074  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 EN0074
 EN0074  VERT ORDER  -  FIRST     CLASS II
 EN0074
 EN0074.The horizontal coordinates were scaled from a topographic map and have
 EN0074.an estimated accuracy of +/- 6 seconds.
 EN0074
 EN0074.The orthometric height was determined by differential leveling
 EN0074.and adjusted by the National Geodetic Survey in June 1991..
 EN0074
 EN0074.The geoid height was determined by GEOID03.
 EN0074
 EN0074.The dynamic height is computed by dividing the NAVD 88
 EN0074.geopotential number by the normal gravity value computed on the
 EN0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0074.degrees latitude (g = 980.6199 gals.).
 EN0074
 EN0074.The modeled gravity was interpolated from observed gravity values.
 EN0074
 EN0074;                    North         East    Units  Estimated Accuracy
 EN0074;SPC TX N     - 1,048,930.      315,610.      MT  (+/- 180 meters Scaled)
 EN0074
 EN0074                          SUPERSEDED SURVEY CONTROL
 EN0074
 EN0074  NGVD 29 (??/??/92)  584.930  (m)         1919.06   (f) ADJ UNCH    1 2
 EN0074
 EN0074.Superseded values are not recommended for survey control.
 EN0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0074.See file dsdata.txt to determine how the superseded data were derived.
 EN0074
 EN0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD858110(NAD 83)
 EN0074_MARKER: DB = BENCH MARK DISK
 EN0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0074_SP_SET: CULVERT
 EN0074_STAMPING: 1919.058 W 134 1933
 EN0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0074
 EN0074  HISTORY     - Date     Condition        Report By
 EN0074  HISTORY     - 1933     MONUMENTED       CGS
 EN0074  HISTORY     - 1958     GOOD             NGS
 EN0074
 EN0074                          STATION DESCRIPTION
 EN0074
 EN0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0074'1.8 MI NW FROM CHILDRESS.
 EN0074'0.3 MILES WEST OF ROAD CROSSING, AT MILEAGE 222.37, SET IN N.E. CORNER
 EN0074'OF NORTH HEADWALL OF CONCRETE RAILROAD CULVERT.
 EN0074
 EN0074                          STATION RECOVERY (1958)
 EN0074
 EN0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0182 ***********************************************************************
 EN0182  DESIGNATION -  W 135
 EN0182  PID         -  EN0182
 EN0182  STATE/COUNTY-  TX/DONLEY
 EN0182  USGS QUAD   -  LELIA LAKE (1982)
 EN0182
 EN0182                         *CURRENT SURVEY CONTROL
 EN0182  ___________________________________________________________________
 EN0182* NAD 83(1986)-  34 54 51.     (N)    100 49 15.     (W)     SCALED    
 EN0182* NAVD 88     -       814.703  (meters)    2672.90   (feet)  ADJUSTED  
 EN0182  ___________________________________________________________________
 EN0182  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EN0182  DYNAMIC HT  -         813.764 (meters)    2669.82  (feet)  COMP
 EN0182  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 EN0182
 EN0182  VERT ORDER  -  FIRST     CLASS II
 EN0182
 EN0182.The horizontal coordinates were scaled from a topographic map and have
 EN0182.an estimated accuracy of +/- 6 seconds.
 EN0182
 EN0182.The orthometric height was determined by differential leveling
 EN0182.and adjusted by the National Geodetic Survey in June 1991..
 EN0182
 EN0182.The geoid height was determined by GEOID03.
 EN0182
 EN0182.The dynamic height is computed by dividing the NAVD 88
 EN0182.geopotential number by the normal gravity value computed on the
 EN0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0182.degrees latitude (g = 980.6199 gals.).
 EN0182
 EN0182.The modeled gravity was interpolated from observed gravity values.
 EN0182
 EN0182;                    North         East    Units  Estimated Accuracy
 EN0182;SPC TX N     - 1,101,630.      262,060.      MT  (+/- 180 meters Scaled)
 EN0182
 EN0182                          SUPERSEDED SURVEY CONTROL
 EN0182
 EN0182  NGVD 29 (??/??/92)  814.295  (m)         2671.57   (f) ADJ UNCH    1 2
 EN0182
 EN0182.Superseded values are not recommended for survey control.
 EN0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0182.See file dsdata.txt to determine how the superseded data were derived.
 EN0182
 EN0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD336650(NAD 83)
 EN0182_MARKER: DB = BENCH MARK DISK
 EN0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0182_SP_SET: MONUMENT
 EN0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0182
 EN0182  HISTORY     - Date     Condition        Report By
 EN0182  HISTORY     - UNK      MONUMENTED       CGS
 EN0182  HISTORY     - 1933     GOOD             NGS
 EN0182  HISTORY     - 1962     MARK NOT FOUND   NGS
 EN0182
 EN0182                          STATION DESCRIPTION
 EN0182
 EN0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0182'4.2 MI SE FROM CLARENDON.
 EN0182'AT MILEAGE 273.68, 35 FEET NORTHEAST OF CENTER OF TRACK, 33 FEET SOUTH
 EN0182'OF CENTER OF PRIVATE ROAD CROSSING TRACK.
 EN0182
 EN0182                          STATION RECOVERY (1962)
 EN0182
 EN0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EN0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0081 ***********************************************************************
 GK0081  DESIGNATION -  W 136
 GK0081  PID         -  GK0081
 GK0081  STATE/COUNTY-  TX/OCHILTREE
 GK0081  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK0081
 GK0081                         *CURRENT SURVEY CONTROL
 GK0081  ___________________________________________________________________
 GK0081* NAD 83(1986)-  36 14 51.     (N)    100 45 06.     (W)     SCALED    
 GK0081* NAVD 88     -       845.492  (meters)    2773.92   (feet)  ADJUSTED  
 GK0081  ___________________________________________________________________
 GK0081  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GK0081  DYNAMIC HT  -         844.601 (meters)    2771.00  (feet)  COMP
 GK0081  MODELED GRAV-     979,551.4   (mgal)                       NAVD 88
 GK0081
 GK0081  VERT ORDER  -  FIRST     CLASS II
 GK0081
 GK0081.The horizontal coordinates were scaled from a topographic map and have
 GK0081.an estimated accuracy of +/- 6 seconds.
 GK0081
 GK0081.The orthometric height was determined by differential leveling
 GK0081.and adjusted by the National Geodetic Survey in June 1991..
 GK0081
 GK0081.The geoid height was determined by GEOID03.
 GK0081
 GK0081.The dynamic height is computed by dividing the NAVD 88
 GK0081.geopotential number by the normal gravity value computed on the
 GK0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0081.degrees latitude (g = 980.6199 gals.).
 GK0081
 GK0081.The modeled gravity was interpolated from observed gravity values.
 GK0081
 GK0081;                    North         East    Units  Estimated Accuracy
 GK0081;SPC TX N     - 1,249,600.      267,260.      MT  (+/- 180 meters Scaled)
 GK0081
 GK0081                          SUPERSEDED SURVEY CONTROL
 GK0081
 GK0081  NGVD 29 (??/??/92)  845.125  (m)         2772.71   (f) ADJ UNCH    1 2
 GK0081
 GK0081.Superseded values are not recommended for survey control.
 GK0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0081.See file dsdata.txt to determine how the superseded data were derived.
 GK0081
 GK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF426128(NAD 83)
 GK0081_MARKER: DB = BENCH MARK DISK
 GK0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0081_STAMPING: W-136 1934
 GK0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0081+STABILITY: SURFACE MOTION
 GK0081
 GK0081  HISTORY     - Date     Condition        Report By
 GK0081  HISTORY     - 1934     MONUMENTED       CGS
 GK0081  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0081
 GK0081                          STATION DESCRIPTION
 GK0081
 GK0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0081'11.1 MI SE FROM PERRYTON.
 GK0081'11.1 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 54 FEET EAST
 GK0081'OF CENTERLINE OF U.S. HIGHWAY 83 UNDER CONSTRUCTION. 3 FEET NORTHEAST
 GK0081'OF FENCE CORNER AND ONE FOOT EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE
 GK0081'LINE.  NOTE-- RD. WORK IN AREA.
 GK0081
 GK0081                          STATION RECOVERY (1973)
 GK0081
 GK0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0011 ***********************************************************************
 FL0011  DESIGNATION -  W 137
 FL0011  PID         -  FL0011
 FL0011  STATE/COUNTY-  TX/HEMPHILL
 FL0011  USGS QUAD   -  CANADIAN WEST (1972)
 FL0011
 FL0011                         *CURRENT SURVEY CONTROL
 FL0011  ___________________________________________________________________
 FL0011* NAD 83(1986)-  35 54 58.     (N)    100 23 09.     (W)     SCALED    
 FL0011* NAVD 88     -       715.229  (meters)    2346.55   (feet)  ADJUSTED  
 FL0011  ___________________________________________________________________
 FL0011  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FL0011  DYNAMIC HT  -         714.463 (meters)    2344.03  (feet)  COMP
 FL0011  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 FL0011
 FL0011  VERT ORDER  -  FIRST     CLASS II
 FL0011
 FL0011.The horizontal coordinates were scaled from a topographic map and have
 FL0011.an estimated accuracy of +/- 6 seconds.
 FL0011
 FL0011.The orthometric height was determined by differential leveling
 FL0011.and adjusted by the National Geodetic Survey in June 1991..
 FL0011
 FL0011.The geoid height was determined by GEOID03.
 FL0011
 FL0011.The dynamic height is computed by dividing the NAVD 88
 FL0011.geopotential number by the normal gravity value computed on the
 FL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0011.degrees latitude (g = 980.6199 gals.).
 FL0011
 FL0011.The modeled gravity was interpolated from observed gravity values.
 FL0011
 FL0011;                    North         East    Units  Estimated Accuracy
 FL0011;SPC TX N     - 1,213,140.      300,560.      MT  (+/- 180 meters Scaled)
 FL0011
 FL0011                          SUPERSEDED SURVEY CONTROL
 FL0011
 FL0011  NGVD 29 (??/??/92)  714.882  (m)         2345.41   (f) ADJ UNCH    1 2
 FL0011
 FL0011.Superseded values are not recommended for survey control.
 FL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0011.See file dsdata.txt to determine how the superseded data were derived.
 FL0011
 FL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE749755(NAD 83)
 FL0011_MARKER: DB = BENCH MARK DISK
 FL0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0011_SP_SET: FOUNDATION
 FL0011_STAMPING: W-137 1934
 FL0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0011
 FL0011  HISTORY     - Date     Condition        Report By
 FL0011  HISTORY     - 1934     MONUMENTED       CGS
 FL0011  HISTORY     - 1976     GOOD             NGS
 FL0011
 FL0011                          STATION DESCRIPTION
 FL0011
 FL0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0011'IN CANADIAN.
 FL0011'IN THE FOUNDATION AT THE NORTHEAST CORNER OF THE ATCHISON TOPEKA AND
 FL0011'SANTA FE RAILROAD DEPOT.  15 FEET EAST OF THE NORTH ENTRANCE TO THE
 FL0011'LADIES WAITING ROOM.  ONE FOOT WEST OF THE NORTHEAST CORNER.  6 INCHES
 FL0011'ABOVE THE LEVEL OF THE PLATFORM.
 FL0011
 FL0011                          STATION RECOVERY (1976)
 FL0011
 FL0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FL0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0012 ***********************************************************************
 FL0012  DESIGNATION -  W 137 RESET 1976
 FL0012  PID         -  FL0012
 FL0012  STATE/COUNTY-  TX/HEMPHILL
 FL0012  USGS QUAD   -  CANADIAN WEST (1972)
 FL0012
 FL0012                         *CURRENT SURVEY CONTROL
 FL0012  ___________________________________________________________________
 FL0012* NAD 83(1986)-  35 54 58.     (N)    100 23 09.     (W)     SCALED    
 FL0012* NAVD 88     -       717.08   (+/-2cm)    2352.6    (feet)  VERTCON   
 FL0012  ___________________________________________________________________
 FL0012  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FL0012
 FL0012  VERT ORDER  -  THIRD (See Below)
 FL0012
 FL0012.The horizontal coordinates were scaled from a topographic map and have
 FL0012.an estimated accuracy of +/- 6 seconds.
 FL0012
 FL0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0012.The vertical order pertains to the NGVD 29 superseded value.
 FL0012
 FL0012.The geoid height was determined by GEOID03.
 FL0012
 FL0012;                    North         East    Units  Estimated Accuracy
 FL0012;SPC TX N     - 1,213,140.      300,560.      MT  (+/- 180 meters Scaled)
 FL0012
 FL0012                          SUPERSEDED SURVEY CONTROL
 FL0012
 FL0012  NGVD 29 (01/29/03)  716.73   (m)         2351.5    (f) RESET       3  
 FL0012
 FL0012.Superseded values are not recommended for survey control.
 FL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0012.See file dsdata.txt to determine how the superseded data were derived.
 FL0012
 FL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE749755(NAD 83)
 FL0012_MARKER: DB = BENCH MARK DISK
 FL0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0012_SP_SET: BRIDGE
 FL0012_STAMPING: W 137 RESET 1976
 FL0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0012
 FL0012  HISTORY     - Date     Condition        Report By
 FL0012  HISTORY     - 1976     MONUMENTED       NGS
 FL0012
 FL0012                          STATION DESCRIPTION
 FL0012
 FL0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FL0012'IN CANADIAN.
 FL0012'AT CANADIAN, HEMPHILL COUNTY AT THE CITY FIRE STATION, 2 FEET 3 INCHES
 FL0012'SOUTH OF THE NORTHWEST CORNER, 5 INCHES FROM THE BUILDING SET IN
 FL0012'CONCRETE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1490 ***********************************************************************
 AY1490  DESIGNATION -  W 1377
 AY1490  PID         -  AY1490
 AY1490  STATE/COUNTY-  TX/WILSON
 AY1490  USGS QUAD   -  FLORESVILLE (1973)
 AY1490
 AY1490                         *CURRENT SURVEY CONTROL
 AY1490  ___________________________________________________________________
 AY1490* NAD 83(1986)-  29 09 55.     (N)    098 11 11.     (W)     SCALED    
 AY1490* NAVD 88     -       138.134  (meters)     453.19   (feet)  ADJUSTED  
 AY1490  ___________________________________________________________________
 AY1490  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY1490  DYNAMIC HT  -         137.938 (meters)     452.55  (feet)  COMP
 AY1490  MODELED GRAV-     979,217.6   (mgal)                       NAVD 88
 AY1490
 AY1490  VERT ORDER  -  FIRST     CLASS II
 AY1490
 AY1490.The horizontal coordinates were scaled from a topographic map and have
 AY1490.an estimated accuracy of +/- 6 seconds.
 AY1490
 AY1490.The orthometric height was determined by differential leveling
 AY1490.and adjusted by the National Geodetic Survey in June 1991..
 AY1490
 AY1490.The geoid height was determined by GEOID03.
 AY1490
 AY1490.The dynamic height is computed by dividing the NAVD 88
 AY1490.geopotential number by the normal gravity value computed on the
 AY1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1490.degrees latitude (g = 980.6199 gals.).
 AY1490
 AY1490.The modeled gravity was interpolated from observed gravity values.
 AY1490
 AY1490;                    North         East    Units  Estimated Accuracy
 AY1490;SPC TXSC     - 4,147,890.      679,140.      MT  (+/- 180 meters Scaled)
 AY1490
 AY1490                          SUPERSEDED SURVEY CONTROL
 AY1490
 AY1490.No superseded survey control is available for this station.
 AY1490
 AY1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT791265(NAD 83)
 AY1490_MARKER: I = METAL ROD
 AY1490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1490_SP_SET: STAINLESS STEEL ROD
 AY1490_STAMPING: W 1377 1981
 AY1490_MARK LOGO: NGS   
 AY1490_PROJECTION: FLUSH
 AY1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1490_ROD/PIPE-DEPTH: 12.2 meters
 AY1490
 AY1490  HISTORY     - Date     Condition        Report By
 AY1490  HISTORY     - 1981     MONUMENTED       NGS
 AY1490  HISTORY     - 19951021 GOOD             USPSQD
 AY1490
 AY1490                          STATION DESCRIPTION
 AY1490
 AY1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1490'4.7 KM (2.9 MI) NW FROM FLORESVILLE.
 AY1490'4.7 KM (2.9 MI) NORTHWEST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY1490'COURTHOUSE IN FLORESVILLE, AT A GRAVEL DRIVEWAY LEADING NORTHEAST OF
 AY1490'THE LEONARD ORTH RESIDENCE, 10.9 METERS (36.0 FT) NORTHEAST OF THE
 AY1490'CENTERLINE OF THE HIGHWAY, 7.9 METERS (26.0 FT) NORTH-NORTHWEST OF THE
 AY1490'CENTER OF AN IRON PIPE GATE WITH AN IRON SPOKE WHEEL, 1.8 METERS
 AY1490'(6.0 FT) NORTHWEST OF A POWERLINE POLE, 0.3 METER (1.0 FT) SOUTHWEST
 AY1490'OF A FENCE.
 AY1490'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 AY1490'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AY1490
 AY1490                          STATION RECOVERY (1995)
 AY1490
 AY1490'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1954 ***********************************************************************
 AN1954  DESIGNATION -  W 1378
 AN1954  PID         -  AN1954
 AN1954  STATE/COUNTY-  TX/KARNES
 AN1954  USGS QUAD   -  LENZ (1987)
 AN1954
 AN1954                         *CURRENT SURVEY CONTROL
 AN1954  ___________________________________________________________________
 AN1954* NAD 83(1986)-  28 51 56.     (N)    097 53 37.     (W)     SCALED    
 AN1954* NAVD 88     -       127.806  (meters)     419.31   (feet)  ADJUSTED  
 AN1954  ___________________________________________________________________
 AN1954  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AN1954  DYNAMIC HT  -         127.620 (meters)     418.70  (feet)  COMP
 AN1954  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AN1954
 AN1954  VERT ORDER  -  FIRST     CLASS II
 AN1954
 AN1954.The horizontal coordinates were scaled from a topographic map and have
 AN1954.an estimated accuracy of +/- 6 seconds.
 AN1954
 AN1954.The orthometric height was determined by differential leveling
 AN1954.and adjusted by the National Geodetic Survey in June 1991..
 AN1954
 AN1954.The geoid height was determined by GEOID03.
 AN1954
 AN1954.The dynamic height is computed by dividing the NAVD 88
 AN1954.geopotential number by the normal gravity value computed on the
 AN1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1954.degrees latitude (g = 980.6199 gals.).
 AN1954
 AN1954.The modeled gravity was interpolated from observed gravity values.
 AN1954
 AN1954;                    North         East    Units  Estimated Accuracy
 AN1954;SPC TXSC     - 4,114,910.      707,930.      MT  (+/- 180 meters Scaled)
 AN1954
 AN1954                          SUPERSEDED SURVEY CONTROL
 AN1954
 AN1954.No superseded survey control is available for this station.
 AN1954
 AN1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS079935(NAD 83)
 AN1954_MARKER: I = METAL ROD
 AN1954_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1954_SP_SET: STAINLESS STEEL ROD
 AN1954_STAMPING: W 1378 1981
 AN1954_MARK LOGO: NGS   
 AN1954_PROJECTION: RECESSED 6 CENTIMETERS
 AN1954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1954_ROD/PIPE-DEPTH: 6.0  meters
 AN1954
 AN1954  HISTORY     - Date     Condition        Report By
 AN1954  HISTORY     - 1981     MONUMENTED       NGS
 AN1954
 AN1954                          STATION DESCRIPTION
 AN1954
 AN1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1954'2.9 KM (1.8 MI) SOUTH FROM KARNES CITY.
 AN1954'0.8 KM (0.5 MI) EAST ALONG CALVERT STREET (U.S. HIGHWAY 181 BUSINESS)
 AN1954'FROM THE COURTHOUSE IN KARNES CITY, THENCE 2.1 KM (1.3 MI) SOUTH ALONG
 AN1954'U.S. HIGHWAY 181 BUSINESS, ON THE ENTRANCE RAMP LEADING TO U.S.
 AN1954'HIGHWAY 181 SOUTHBOUND, 15.2 METERS (50.0 FT) NORTHWEST OF THE
 AN1954'CENTERLINE OF THE RAMP, 34.4 METERS (103 FT) NORTH OF THE CENTER OF
 AN1954'THE WEST HEADWALL OF A 60-CM CONCRETE CULVERT UNDER THE RAMP,
 AN1954'6.1 METERS (20.5 FT) WEST OF A CAUTION LIGHT POLE, 1.4 METERS (4.5 FT)
 AN1954'NORTH OF A POLE WITH A TRAFFIC LIGHT CONTROL BOX, 3.6 METERS (12.0 FT)
 AN1954'SOUTH OF A GUY WIRE ANCHOR.
 AN1954'THE MARK IS 0.55 METERS  S FROM A WITNESS POST.
 AN1954'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1046 ***********************************************************************
 AH1046  DESIGNATION -  W 1379
 AH1046  PID         -  AH1046
 AH1046  STATE/COUNTY-  TX/NUECES
 AH1046  USGS QUAD   -  ROBSTOWN (1975)
 AH1046
 AH1046                         *CURRENT SURVEY CONTROL
 AH1046  ___________________________________________________________________
 AH1046* NAD 83(1986)-  27 45 30.     (N)    097 41 05.     (W)     SCALED    
 AH1046* NAVD 88     -        22.519  (meters)      73.88   (feet)  ADJUSTED  
 AH1046  ___________________________________________________________________
 AH1046  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH1046  DYNAMIC HT  -          22.485 (meters)      73.77  (feet)  COMP
 AH1046  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 AH1046
 AH1046  VERT ORDER  -  FIRST     CLASS II
 AH1046
 AH1046.The horizontal coordinates were scaled from a topographic map and have
 AH1046.an estimated accuracy of +/- 6 seconds.
 AH1046
 AH1046.The orthometric height was determined by differential leveling
 AH1046.and adjusted by the National Geodetic Survey in June 1991..
 AH1046
 AH1046.The geoid height was determined by GEOID03.
 AH1046
 AH1046.The dynamic height is computed by dividing the NAVD 88
 AH1046.geopotential number by the normal gravity value computed on the
 AH1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1046.degrees latitude (g = 980.6199 gals.).
 AH1046
 AH1046.The modeled gravity was interpolated from observed gravity values.
 AH1046
 AH1046;                    North         East    Units  Estimated Accuracy
 AH1046;SPC TX S     - 5,232,010.      380,370.      MT  (+/- 180 meters Scaled)
 AH1046
 AH1046                          SUPERSEDED SURVEY CONTROL
 AH1046
 AH1046.No superseded survey control is available for this station.
 AH1046
 AH1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR296711(NAD 83)
 AH1046_MARKER: I = METAL ROD
 AH1046_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1046_SP_SET: STAINLESS STEEL ROD
 AH1046_STAMPING: W 1379 1981
 AH1046_MARK LOGO: NGS   
 AH1046_PROJECTION: RECESSED 7 CENTIMETERS
 AH1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1046_ROD/PIPE-DEPTH: 7.3  meters
 AH1046
 AH1046  HISTORY     - Date     Condition        Report By
 AH1046  HISTORY     - 1981     MONUMENTED       NGS
 AH1046  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1046
 AH1046                          STATION DESCRIPTION
 AH1046
 AH1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1046'4.9 KM (3.05 MI) SW FROM ROBSTOWN.
 AH1046'4.9 KM (3.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE
 AH1046'JUNCTION OF STATE HIGHWAY 44 IN ROBSTOWN AT A HIGHWAY CROSSOVER,
 AH1046'35.1 METERS (115 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 77
 AH1046'NORTHBOUND, 25.6 METERS (84.0 FT) NORTHEAST OF THE CENTERLINE OF AN
 AH1046'ASPHALT ROAD LEADING SOUTH, 6.4 METERS (21.0 FT) NORTHWEST OF A
 AH1046'TELEPHONE CABLE JUNCTION BOX AND A POWERLINE POLE, 5.7 METERS
 AH1046'(18.6 FT) SOUTH OF A WHITE 4 X 4 WOODEN POST AND A RIGHT-OF-WAY POST,
 AH1046'23.1 METERS (75.8 FT) EAST-SOUTHEAST OF THE CENTER OF A 45-CM
 AH1046'(18-INCH) CONCRETE CULVERT HEADWALL, 2.7 METERS (9.0 FT) WEST OF THE
 AH1046'WEST EDGE OF A FIELD LINE.
 AH1046'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 AH1046'THE MARK IS 0.46 M BELOW THE ASPHALT.
 AH1046
 AH1046                          STATION RECOVERY (2001)
 AH1046
 AH1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1046'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0014 ***********************************************************************
 FL0014  DESIGNATION -  W 138
 FL0014  PID         -  FL0014
 FL0014  STATE/COUNTY-  TX/HEMPHILL
 FL0014  USGS QUAD   -  CANADIAN WEST (1972)
 FL0014
 FL0014                         *CURRENT SURVEY CONTROL
 FL0014  ___________________________________________________________________
 FL0014* NAD 83(1986)-  35 53 45.     (N)    100 23 37.     (W)     SCALED    
 FL0014* NAVD 88     -       733.960  (meters)    2408.00   (feet)  ADJUSTED  
 FL0014  ___________________________________________________________________
 FL0014  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FL0014  DYNAMIC HT  -         733.171 (meters)    2405.41  (feet)  COMP
 FL0014  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 FL0014
 FL0014  VERT ORDER  -  FIRST     CLASS II
 FL0014
 FL0014.The horizontal coordinates were scaled from a topographic map and have
 FL0014.an estimated accuracy of +/- 6 seconds.
 FL0014
 FL0014.The orthometric height was determined by differential leveling
 FL0014.and adjusted by the National Geodetic Survey in June 1991..
 FL0014
 FL0014.The geoid height was determined by GEOID03.
 FL0014
 FL0014.The dynamic height is computed by dividing the NAVD 88
 FL0014.geopotential number by the normal gravity value computed on the
 FL0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0014.degrees latitude (g = 980.6199 gals.).
 FL0014
 FL0014.The modeled gravity was interpolated from observed gravity values.
 FL0014
 FL0014;                    North         East    Units  Estimated Accuracy
 FL0014;SPC TX N     - 1,210,880.      299,880.      MT  (+/- 180 meters Scaled)
 FL0014
 FL0014                          SUPERSEDED SURVEY CONTROL
 FL0014
 FL0014  NGVD 29 (??/??/92)  733.610  (m)         2406.85   (f) ADJ UNCH    1 2
 FL0014
 FL0014.Superseded values are not recommended for survey control.
 FL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0014.See file dsdata.txt to determine how the superseded data were derived.
 FL0014
 FL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE742732(NAD 83)
 FL0014_MARKER: DB = BENCH MARK DISK
 FL0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0014_STAMPING: W-138 1934
 FL0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0014+STABILITY: SURFACE MOTION
 FL0014
 FL0014  HISTORY     - Date     Condition        Report By
 FL0014  HISTORY     - 1934     MONUMENTED       CGS
 FL0014  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0014
 FL0014                          STATION DESCRIPTION
 FL0014
 FL0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0014'1.0 MI S FROM CANADIAN.
 FL0014'1.0 MILES SOUTH OF HEMPHILL CO COURT HOUSE AT CANADIAN 0.5 MILE SOUTH
 FL0014'OF CANADIAN, CITY LIMITS, AT TOP OF GRADE, 51 FEET WEST OF CENTER LINE
 FL0014'OF HIGHWAY U.S. 83, ON HIGHWAY RIGHT OF WAY LINE.
 FL0014
 FL0014                          STATION RECOVERY (1966)
 FL0014
 FL0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1076 ***********************************************************************
 AH1076  DESIGNATION -  W 1380
 AH1076  PID         -  AH1076
 AH1076  STATE/COUNTY-  TX/KLEBERG
 AH1076  USGS QUAD   -  RIVIERA (1979)
 AH1076
 AH1076                         *CURRENT SURVEY CONTROL
 AH1076  ___________________________________________________________________
 AH1076* NAD 83(1986)-  27 16 27.     (N)    097 48 12.     (W)     SCALED    
 AH1076* NAVD 88     -         6.719  (meters)      22.04   (feet)  ADJUSTED  
 AH1076  ___________________________________________________________________
 AH1076  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AH1076  DYNAMIC HT  -           6.709 (meters)      22.01  (feet)  COMP
 AH1076  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 AH1076
 AH1076  VERT ORDER  -  FIRST     CLASS II
 AH1076
 AH1076.The horizontal coordinates were scaled from a topographic map and have
 AH1076.an estimated accuracy of +/- 6 seconds.
 AH1076
 AH1076.The orthometric height was determined by differential leveling
 AH1076.and adjusted by the National Geodetic Survey in June 1991..
 AH1076
 AH1076.The geoid height was determined by GEOID03.
 AH1076
 AH1076.The dynamic height is computed by dividing the NAVD 88
 AH1076.geopotential number by the normal gravity value computed on the
 AH1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1076.degrees latitude (g = 980.6199 gals.).
 AH1076
 AH1076.The modeled gravity was interpolated from observed gravity values.
 AH1076
 AH1076;                    North         East    Units  Estimated Accuracy
 AH1076;SPC TX S     - 5,178,290.      368,970.      MT  (+/- 180 meters Scaled)
 AH1076
 AH1076                          SUPERSEDED SURVEY CONTROL
 AH1076
 AH1076.No superseded survey control is available for this station.
 AH1076
 AH1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR184173(NAD 83)
 AH1076_MARKER: DB = BENCH MARK DISK
 AH1076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH1076_SP_SET: BRIDGE GUARDRAIL
 AH1076_STAMPING: W 1380 1981
 AH1076_MARK LOGO: NGS   
 AH1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1076+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AH1076
 AH1076  HISTORY     - Date     Condition        Report By
 AH1076  HISTORY     - 1981     MONUMENTED       NGS
 AH1076  HISTORY     - 20040202 GOOD             USPSQD
 AH1076
 AH1076                          STATION DESCRIPTION
 AH1076
 AH1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1076'3.1 KM (1.95 MI) SE FROM RIVIERA.
 AH1076'3.1 KM (1.95 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM
 AH1076'THE JUNCTION OF STATE ROUTE 285 IN RIVIERA, SET IN THE TOP AND
 AH1076'1.2 METERS (4.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE WEST
 AH1076'CONCRETE GUARD RAIL OF U.S. HIGHWAY 77 SOUTHBOUND BRIDGE OVER
 AH1076'LOS OLMOS CREEK, 6.7 METERS (22.1 FT) WEST-SOUTHWEST OF THE CENTERLINE
 AH1076'OF U.S. HIGHWAY 77 SOUTHBOUND.
 AH1076'THE MARK IS 0.82 M ABOVE THE HIGHWAY.
 AH1076
 AH1076                          STATION RECOVERY (2004)
 AH1076
 AH1076'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1935 ***********************************************************************
 AN1935  DESIGNATION -  W 1381
 AN1935  PID         -  AN1935
 AN1935  STATE/COUNTY-  TX/BEE
 AN1935  USGS QUAD   -  TULETA (1987)
 AN1935
 AN1935                         *CURRENT SURVEY CONTROL
 AN1935  ___________________________________________________________________
 AN1935* NAD 83(1986)-  28 34 33.     (N)    097 48 07.     (W)     SCALED    
 AN1935* NAVD 88     -        92.076  (meters)     302.09   (feet)  ADJUSTED  
 AN1935  ___________________________________________________________________
 AN1935  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN1935  DYNAMIC HT  -          91.939 (meters)     301.64  (feet)  COMP
 AN1935  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AN1935
 AN1935  VERT ORDER  -  FIRST     CLASS II
 AN1935
 AN1935.The horizontal coordinates were scaled from a topographic map and have
 AN1935.an estimated accuracy of +/- 6 seconds.
 AN1935
 AN1935.The orthometric height was determined by differential leveling
 AN1935.and adjusted by the National Geodetic Survey in June 1991..
 AN1935
 AN1935.The geoid height was determined by GEOID03.
 AN1935
 AN1935.The dynamic height is computed by dividing the NAVD 88
 AN1935.geopotential number by the normal gravity value computed on the
 AN1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1935.degrees latitude (g = 980.6199 gals.).
 AN1935
 AN1935.The modeled gravity was interpolated from observed gravity values.
 AN1935
 AN1935;                    North         East    Units  Estimated Accuracy
 AN1935;SPC TXSC     - 4,082,890.      717,200.      MT  (+/- 180 meters Scaled)
 AN1935
 AN1935                          SUPERSEDED SURVEY CONTROL
 AN1935
 AN1935.No superseded survey control is available for this station.
 AN1935
 AN1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS171615(NAD 83)
 AN1935_MARKER: I = METAL ROD
 AN1935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1935_SP_SET: STAINLESS STEEL ROD
 AN1935_STAMPING: W 1381 1981
 AN1935_MARK LOGO: NGS   
 AN1935_PROJECTION: RECESSED 3 CENTIMETERS
 AN1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1935_ROD/PIPE-DEPTH: 3.0  meters
 AN1935
 AN1935  HISTORY     - Date     Condition        Report By
 AN1935  HISTORY     - 1981     MONUMENTED       NGS
 AN1935
 AN1935                          STATION DESCRIPTION
 AN1935
 AN1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1935'5.1 KM (3.15 MI) SSE FROM PETTUS.
 AN1935'5.1 KM (3.15 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE
 AN1935'JUNCTION OF FARM ROAD 623 IN PETTUS, AT A ROAD LEADING SOUTHWEST TO AN
 AN1935'OIL WELL AND STORAGE TANKS, 18.8 METERS (62.0 FT) WEST-SOUTHWEST OF
 AN1935'THE CENTERLINE OF THE HIGHWAY, 6.0 METERS (20.0 FT) SOUTH-SOUTHEAST OF
 AN1935'THE CENTER OF A STEEL GATE, 1.8 METERS (6.0 FT) SOUTH OF A POWERLINE
 AN1935'POLE WITH A TRANSFORMER, 0.3 METER (1.0 FT) EAST-NORTHEAST OF A FENCE.
 AN1935'ROD WAS DRIVEN TO REFUSAL.
 AN1935'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 AN1935'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1902 ***********************************************************************
 AN1902  DESIGNATION -  W 1382
 AN1902  PID         -  AN1902
 AN1902  STATE/COUNTY-  TX/BEE
 AN1902  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1902
 AN1902                         *CURRENT SURVEY CONTROL
 AN1902  ___________________________________________________________________
 AN1902* NAD 83(1986)-  28 12 37.     (N)    097 38 27.     (W)     SCALED    
 AN1902* NAVD 88     -        35.504  (meters)     116.48   (feet)  ADJUSTED  
 AN1902  ___________________________________________________________________
 AN1902  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1902  DYNAMIC HT  -          35.451 (meters)     116.31  (feet)  COMP
 AN1902  MODELED GRAV-     979,139.5   (mgal)                       NAVD 88
 AN1902
 AN1902  VERT ORDER  -  FIRST     CLASS II
 AN1902
 AN1902.The horizontal coordinates were scaled from a topographic map and have
 AN1902.an estimated accuracy of +/- 6 seconds.
 AN1902
 AN1902.The orthometric height was determined by differential leveling
 AN1902.and adjusted by the National Geodetic Survey in June 1991..
 AN1902
 AN1902.The geoid height was determined by GEOID03.
 AN1902
 AN1902.The dynamic height is computed by dividing the NAVD 88
 AN1902.geopotential number by the normal gravity value computed on the
 AN1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1902.degrees latitude (g = 980.6199 gals.).
 AN1902
 AN1902.The modeled gravity was interpolated from observed gravity values.
 AN1902
 AN1902;                    North         East    Units  Estimated Accuracy
 AN1902;SPC TXSC     - 4,042,550.      733,430.      MT  (+/- 180 meters Scaled)
 AN1902
 AN1902                          SUPERSEDED SURVEY CONTROL
 AN1902
 AN1902.No superseded survey control is available for this station.
 AN1902
 AN1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS333212(NAD 83)
 AN1902_MARKER: I = METAL ROD
 AN1902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1902_SP_SET: STAINLESS STEEL ROD
 AN1902_STAMPING: W 1382 1981
 AN1902_MARK LOGO: NGS   
 AN1902_PROJECTION: RECESSED 6 CENTIMETERS
 AN1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1902_ROD/PIPE-DEPTH: 5.6  meters
 AN1902
 AN1902  HISTORY     - Date     Condition        Report By
 AN1902  HISTORY     - 1981     MONUMENTED       NGS
 AN1902  HISTORY     - 1990     GOOD             USPSQD
 AN1902
 AN1902                          STATION DESCRIPTION
 AN1902
 AN1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1902'6.3 KM (3.95 MI) SE FROM SKIDMORE.
 AN1902'6.3 KM (3.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1902'STATE HIGHWAY 359 IN SKIDMORE, AT A DRIVE LEADING SOUTHWEST THROUGH A
 AN1902'METAL GATE, 20.2 METERS (66.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AN1902'HIGHWAY, 33.8 METERS (111 FT) SOUTHEAST OF THE CENTER OF THE DRIVE,
 AN1902'18.8 METERS (62.0 FT) SOUTHEAST OF A POWERLINE POLE WITH A
 AN1902'TRANSFORMER, 33.5 METERS (110 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST END
 AN1902'OF A 60-CM CONCRETE CULVERT UNDER THE DRIVE, 0.3 METER (1.0 FT)
 AN1902'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  ROD WAS DRIVEN TO REFUSAL.
 AN1902'THE MARK IS 0.45 METERS  NNW FROM A WITNESS POST.
 AN1902'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1902
 AN1902                          STATION RECOVERY (1990)
 AN1902
 AN1902'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0394 ***********************************************************************
 CE0394  DESIGNATION -  W 1383
 CE0394  PID         -  CE0394
 CE0394  STATE/COUNTY-  TX/EL PASO
 CE0394  USGS QUAD   -  EL PASO (1997)
 CE0394
 CE0394                         *CURRENT SURVEY CONTROL
 CE0394  ___________________________________________________________________
 CE0394* NAD 83(1986)-  31 47 29.     (N)    106 24 16.     (W)     SCALED    
 CE0394* NAVD 88     -      1192.852  (meters)    3913.55   (feet)  ADJUSTED  
 CE0394  ___________________________________________________________________
 CE0394  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0394  DYNAMIC HT  -        1191.026 (meters)    3907.56  (feet)  COMP
 CE0394  MODELED GRAV-     979,068.8   (mgal)                       NAVD 88
 CE0394
 CE0394  VERT ORDER  -  FIRST     CLASS I
 CE0394
 CE0394.The horizontal coordinates were scaled from a topographic map and have
 CE0394.an estimated accuracy of +/- 6 seconds.
 CE0394
 CE0394.The orthometric height was determined by differential leveling
 CE0394.and adjusted by the National Geodetic Survey in November 1996..
 CE0394
 CE0394.The geoid height was determined by GEOID03.
 CE0394
 CE0394.The dynamic height is computed by dividing the NAVD 88
 CE0394.geopotential number by the normal gravity value computed on the
 CE0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0394.degrees latitude (g = 980.6199 gals.).
 CE0394
 CE0394.The modeled gravity was interpolated from observed gravity values.
 CE0394
 CE0394;                    North         East    Units  Estimated Accuracy
 CE0394;SPC TX C     - 3,251,230.      125,330.      MT  (+/- 180 meters Scaled)
 CE0394
 CE0394                          SUPERSEDED SURVEY CONTROL
 CE0394
 CE0394  NAVD 88 (06/15/91) 1192.866  (m)         3913.59   (f) UNKNOWN     1 1
 CE0394
 CE0394.Superseded values are not recommended for survey control.
 CE0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0394.See file dsdata.txt to determine how the superseded data were derived.
 CE0394
 CE0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR670181(NAD 83)
 CE0394_MARKER: I = METAL ROD
 CE0394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0394_SP_SET: STAINLESS STEEL ROD
 CE0394_STAMPING: W 1383 1981
 CE0394_MARK LOGO: NGS   
 CE0394_PROJECTION: FLUSH
 CE0394_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0394+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0394_ROD/PIPE-DEPTH: 9.8  meters
 CE0394
 CE0394  HISTORY     - Date     Condition        Report By
 CE0394  HISTORY     - 1981     MONUMENTED       NGS
 CE0394  HISTORY     - 19921117 GOOD             NGS
 CE0394
 CE0394                          STATION DESCRIPTION
 CE0394
 CE0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0394'IN EL PASO.
 CE0394'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0394'IN EL PASO, AT THE JUNCTION OF SIOUX DRIVE AND AIRPORT ROAD, AT THE
 CE0394'NORTH-NORTHWEST CORNER OF A 7-ELEVEN PARKING LOT, 57.8 METERS
 CE0394'(189.6 FT) NORTHEAST OF THE CENTERLINE OF THE DRIVE, 35.8 METERS
 CE0394'(117.3 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE 7-ELEVEN STORE,
 CE0394'10.8 METERS (35.4 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD AND
 CE0394'1.2 METERS (4.0 FT) NORTHEAST OF A UTILITY POLE WITH TWO GUY CABLES.
 CE0394'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0394'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CE0394
 CE0394                          STATION RECOVERY (1992)
 CE0394
 CE0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0394'IN EL PASO, AT THE INTERSECTION OF SIOUX DRIVE AND AIRPORT ROAD, AT
 CE0394'THE SOUTHEAST EDGE OF A SIDEWALK, 57.8 M (189.6 FT) NORTHEAST OF THE
 CE0394'DRIVE CENTERLINE, 35.8 M (117.5 FT) NORTHWEST OF THE NORTH CORNER OF
 CE0394'A 7-ELEVEN STORE, 10.8 M (35.4 FT) SOUTHEAST OF AND LEVEL WITH THE
 CE0394'ROAD CENTERLINE, AND 1.2 M (3.9 FT) NORTHEAST OF A UTILITY POLE WITH
 CE0394'2 GUY CABLES.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CE0394'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0767 ***********************************************************************
 CD0767  DESIGNATION -  W 1384
 CD0767  PID         -  CD0767
 CD0767  STATE/COUNTY-  TX/HUDSPETH
 CD0767  USGS QUAD   -  FORT HANCOCK (1972)
 CD0767
 CD0767                         *CURRENT SURVEY CONTROL
 CD0767  ___________________________________________________________________
 CD0767* NAD 83(1986)-  31 15 14.     (N)    105 48 08.     (W)     SCALED    
 CD0767* NAVD 88     -      1082.582  (meters)    3551.77   (feet)  ADJUSTED  
 CD0767  ___________________________________________________________________
 CD0767  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CD0767  DYNAMIC HT  -        1080.884 (meters)    3546.20  (feet)  COMP
 CD0767  MODELED GRAV-     979,036.8   (mgal)                       NAVD 88
 CD0767
 CD0767  VERT ORDER  -  FIRST     CLASS II
 CD0767
 CD0767.The horizontal coordinates were scaled from a topographic map and have
 CD0767.an estimated accuracy of +/- 6 seconds.
 CD0767
 CD0767.The orthometric height was determined by differential leveling
 CD0767.and adjusted by the National Geodetic Survey in June 1991..
 CD0767
 CD0767.The geoid height was determined by GEOID03.
 CD0767
 CD0767.The dynamic height is computed by dividing the NAVD 88
 CD0767.geopotential number by the normal gravity value computed on the
 CD0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0767.degrees latitude (g = 980.6199 gals.).
 CD0767
 CD0767.The modeled gravity was interpolated from observed gravity values.
 CD0767
 CD0767;                    North         East    Units  Estimated Accuracy
 CD0767;SPC TX C     - 3,188,750.      179,350.      MT  (+/- 180 meters Scaled)
 CD0767
 CD0767                          SUPERSEDED SURVEY CONTROL
 CD0767
 CD0767.No superseded survey control is available for this station.
 CD0767
 CD0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ236580(NAD 83)
 CD0767_MARKER: I = METAL ROD
 CD0767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0767_SP_SET: STAINLESS STEEL ROD
 CD0767_STAMPING: W 1384 1981
 CD0767_MARK LOGO: NGS   
 CD0767_PROJECTION: FLUSH
 CD0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0767_ROD/PIPE-DEPTH: 22.9 meters
 CD0767
 CD0767  HISTORY     - Date     Condition        Report By
 CD0767  HISTORY     - 1981     MONUMENTED       NGS
 CD0767
 CD0767                          STATION DESCRIPTION
 CD0767
 CD0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0767'43.8 KM (27.2 MI) SE FROM FABENS.
 CD0767'43.8 KM (27.2 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CD0767'OFFICE IN FABENS, 26.3 METERS (86.4 FT) SOUTHWEST OF THE CENTERLINE
 CD0767'OF THE HIGHWAY AND 1.3 METERS (4.4 FT) NORTHEAST OF A UTILITY POLE
 CD0767'NUMBER 542 WITH TWO GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT
 CD0767'IS THROUGH A 5-INCH LOGO CAP.
 CD0767'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CD0767'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1589 ***********************************************************************
 AY1589  DESIGNATION -  W 1387
 AY1589  PID         -  AY1589
 AY1589  STATE/COUNTY-  TX/UVALDE
 AY1589  USGS QUAD   -  UVALDE (1971)
 AY1589
 AY1589                         *CURRENT SURVEY CONTROL
 AY1589  ___________________________________________________________________
 AY1589* NAD 83(1986)-  29 14 18.     (N)    099 49 42.     (W)     SCALED    
 AY1589* NAVD 88     -       289.294  (meters)     949.13   (feet)  ADJUSTED  
 AY1589  ___________________________________________________________________
 AY1589  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AY1589  DYNAMIC HT  -         288.873 (meters)     947.74  (feet)  COMP
 AY1589  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 AY1589
 AY1589  VERT ORDER  -  FIRST     CLASS II
 AY1589
 AY1589.The horizontal coordinates were scaled from a topographic map and have
 AY1589.an estimated accuracy of +/- 6 seconds.
 AY1589
 AY1589.The orthometric height was determined by differential leveling
 AY1589.and adjusted by the National Geodetic Survey in June 1991..
 AY1589
 AY1589.The geoid height was determined by GEOID03.
 AY1589
 AY1589.The dynamic height is computed by dividing the NAVD 88
 AY1589.geopotential number by the normal gravity value computed on the
 AY1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1589.degrees latitude (g = 980.6199 gals.).
 AY1589
 AY1589.The modeled gravity was interpolated from observed gravity values.
 AY1589
 AY1589;                    North         East    Units  Estimated Accuracy
 AY1589;SPC TXSC     - 4,156,000.      519,490.      MT  (+/- 180 meters Scaled)
 AY1589
 AY1589                          SUPERSEDED SURVEY CONTROL
 AY1589
 AY1589.No superseded survey control is available for this station.
 AY1589
 AY1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT195346(NAD 83)
 AY1589_MARKER: I = METAL ROD
 AY1589_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1589+WITH SETTING: INFORMATION.
 AY1589_SP_SET: SHALLOW SET METAL ROD
 AY1589_STAMPING: W 1387 1982
 AY1589_MARK LOGO: NGS   
 AY1589_PROJECTION: FLUSH
 AY1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1589+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AY1589_ROD/PIPE-DEPTH: 2.6  meters
 AY1589
 AY1589  HISTORY     - Date     Condition        Report By
 AY1589  HISTORY     - 1982     MONUMENTED       NGS
 AY1589  HISTORY     - 20041007 GOOD             USPSQD
 AY1589
 AY1589                          STATION DESCRIPTION
 AY1589
 AY1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1589'3.1 KM (1.95 MI) WEST FROM UVALDE.
 AY1589'3.1 KM (1.95 MI) WESTERLY ALONG STATE ROUTE 2369 FROM THE JUNCTION OF
 AY1589'SPUR 144 AND THE SOUTHERN PACIFIC RAILROAD STATION IN UVALDE, ACROSS
 AY1589'HIGHWAY AND RAILROAD TRACKS AND SOUTH OF RAILROAD MILEPOLE NUMBER 303,
 AY1589'AT A GATE ENTRANCE TO A RADIO MAST.  12.0 METERS (39.3 FT) SOUTH
 AY1589'OF CENTERLINE OF HIGHWAY.  3.7 METERS (12.0 FT) EAST OF CENTER
 AY1589'OF IRON GATE AND ENTRANCE TO MAST.  0.30 METERS (1.0 FT) NORTH OF A
 AY1589'FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1589'THE MARK IS 0.41 METERS  W FROM A WITNESS POST.
 AY1589'THE MARK IS 0.45 M ABOVE HIGHWAY.
 AY1589
 AY1589                          STATION RECOVERY (2004)
 AY1589
 AY1589'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0800 ***********************************************************************
 CD0800  DESIGNATION -  W 1389
 CD0800  PID         -  CD0800
 CD0800  STATE/COUNTY-  TX/HUDSPETH
 CD0800  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0800
 CD0800                         *CURRENT SURVEY CONTROL
 CD0800  ___________________________________________________________________
 CD0800* NAD 83(1986)-  31 09 32.     (N)    105 18 07.     (W)     SCALED    
 CD0800* NAVD 88     -      1339.972  (meters)    4396.22   (feet)  ADJUSTED  
 CD0800  ___________________________________________________________________
 CD0800  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CD0800  DYNAMIC HT  -        1337.827 (meters)    4389.19  (feet)  COMP
 CD0800  MODELED GRAV-     978,993.1   (mgal)                       NAVD 88
 CD0800
 CD0800  VERT ORDER  -  FIRST     CLASS II
 CD0800
 CD0800.The horizontal coordinates were scaled from a topographic map and have
 CD0800.an estimated accuracy of +/- 6 seconds.
 CD0800
 CD0800.The orthometric height was determined by differential leveling
 CD0800.and adjusted by the National Geodetic Survey in June 1991..
 CD0800
 CD0800.The geoid height was determined by GEOID03.
 CD0800
 CD0800.The dynamic height is computed by dividing the NAVD 88
 CD0800.geopotential number by the normal gravity value computed on the
 CD0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0800.degrees latitude (g = 980.6199 gals.).
 CD0800
 CD0800.The modeled gravity was interpolated from observed gravity values.
 CD0800
 CD0800;                    North         East    Units  Estimated Accuracy
 CD0800;SPC TX C     - 3,176,000.      226,480.      MT  (+/- 180 meters Scaled)
 CD0800
 CD0800                          SUPERSEDED SURVEY CONTROL
 CD0800
 CD0800.No superseded survey control is available for this station.
 CD0800
 CD0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ712472(NAD 83)
 CD0800_MARKER: I = METAL ROD
 CD0800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0800_SP_SET: STAINLESS STEEL ROD
 CD0800_STAMPING: W 1389 1981
 CD0800_MARK LOGO: NGS   
 CD0800_PROJECTION: FLUSH
 CD0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0800+STABILITY: POSITION/ELEVATION WELL
 CD0800_ROD/PIPE-DEPTH: 6.7  meters
 CD0800
 CD0800  HISTORY     - Date     Condition        Report By
 CD0800  HISTORY     - 1981     MONUMENTED       NGS
 CD0800
 CD0800                          STATION DESCRIPTION
 CD0800
 CD0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0800'5.6 KM (3.45 MI) SE FROM SIERRA BLANCA.
 CD0800'5.6 KM (3.45 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0800'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.6 KM (0.4 MI) WEST
 CD0800'FROM HIGHWAY MILEPOST 111, AT RAILROAD MILEPOST 765, 24.4 METERS
 CD0800'(80.0 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL AND 11.3 METERS (37.0 FT)
 CD0800'NORTH-NORTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD.  NOTE=ACCESS
 CD0800'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0800'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CD0800'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0195 ***********************************************************************
 FL0195  DESIGNATION -  W 139
 FL0195  PID         -  FL0195
 FL0195  STATE/COUNTY-  TX/WHEELER
 FL0195  USGS QUAD   -  TWITTY (1976)
 FL0195
 FL0195                         *CURRENT SURVEY CONTROL
 FL0195  ___________________________________________________________________
 FL0195* NAD 83(1986)-  35 16 31.     (N)    100 14 09.     (W)     SCALED    
 FL0195* NAVD 88     -       706.092  (meters)    2316.57   (feet)  ADJUSTED  
 FL0195  ___________________________________________________________________
 FL0195  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0195  DYNAMIC HT  -         705.360 (meters)    2314.17  (feet)  COMP
 FL0195  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 FL0195
 FL0195  VERT ORDER  -  FIRST     CLASS II
 FL0195
 FL0195.The horizontal coordinates were scaled from a topographic map and have
 FL0195.an estimated accuracy of +/- 6 seconds.
 FL0195
 FL0195.The orthometric height was determined by differential leveling
 FL0195.and adjusted by the National Geodetic Survey in June 1991..
 FL0195
 FL0195.The geoid height was determined by GEOID03.
 FL0195
 FL0195.The dynamic height is computed by dividing the NAVD 88
 FL0195.geopotential number by the normal gravity value computed on the
 FL0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0195.degrees latitude (g = 980.6199 gals.).
 FL0195
 FL0195.The modeled gravity was interpolated from observed gravity values.
 FL0195
 FL0195;                    North         East    Units  Estimated Accuracy
 FL0195;SPC TX N     - 1,142,210.      315,000.      MT  (+/- 180 meters Scaled)
 FL0195
 FL0195                          SUPERSEDED SURVEY CONTROL
 FL0195
 FL0195  NGVD 29 (??/??/92)  705.803  (m)         2315.62   (f) ADJ UNCH    1 2
 FL0195
 FL0195.Superseded values are not recommended for survey control.
 FL0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0195.See file dsdata.txt to determine how the superseded data were derived.
 FL0195
 FL0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE876042(NAD 83)
 FL0195_MARKER: DB = BENCH MARK DISK
 FL0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0195_STAMPING: W 139 1933
 FL0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0195+STABILITY: SURFACE MOTION
 FL0195
 FL0195  HISTORY     - Date     Condition        Report By
 FL0195  HISTORY     - 1933     MONUMENTED       CGS
 FL0195  HISTORY     - 1953     GOOD             NGS
 FL0195
 FL0195                          STATION DESCRIPTION
 FL0195
 FL0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0195'2.7 MI S FROM TWITTY.
 FL0195'2.7 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE CHURCH OF CHRIST AT
 FL0195'TWITTY, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET WEST OF
 FL0195'A FENCE, 2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 FL0195'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0196 ***********************************************************************
 FL0196  DESIGNATION -  W 139 RESET 1960
 FL0196  PID         -  FL0196
 FL0196  STATE/COUNTY-  TX/WHEELER
 FL0196  USGS QUAD   -  TWITTY (1976)
 FL0196
 FL0196                         *CURRENT SURVEY CONTROL
 FL0196  ___________________________________________________________________
 FL0196* NAD 83(1986)-  35 16 30.     (N)    100 14 09.     (W)     SCALED    
 FL0196* NAVD 88     -       705.66   (meters)    2315.2    (feet)  RESET     
 FL0196  ___________________________________________________________________
 FL0196  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0196
 FL0196  VERT ORDER  -  THIRD
 FL0196
 FL0196.The horizontal coordinates were scaled from a topographic map and have
 FL0196.an estimated accuracy of +/- 6 seconds.
 FL0196
 FL0196.The orthometric height was computed from unverified reset data.
 FL0196
 FL0196.The geoid height was determined by GEOID03.
 FL0196
 FL0196;                    North         East    Units  Estimated Accuracy
 FL0196;SPC TX N     - 1,142,180.      315,000.      MT  (+/- 180 meters Scaled)
 FL0196
 FL0196                          SUPERSEDED SURVEY CONTROL
 FL0196
 FL0196.No superseded survey control is available for this station.
 FL0196
 FL0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE876042(NAD 83)
 FL0196_MARKER: DB = BENCH MARK DISK
 FL0196_SETTING: 0 = UNSPECIFIED SETTING
 FL0196_STAMPING: W 139 RESET 1960
 FL0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0196
 FL0196  HISTORY     - Date     Condition        Report By
 FL0196  HISTORY     - 1960     MONUMENTED       CGS
 FL0196  HISTORY     - 1961     GOOD             NGS
 FL0196
 FL0196                          STATION DESCRIPTION
 FL0196
 FL0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FL0196'2.7 MI S FROM TWITTY.
 FL0196'THIS MARK IS LOCATED ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY NO. 83
 FL0196'FROM INTERSECTION OF FARM ROAD NO. 592 AND U.S. HIGHWAY NO. 83 AT
 FL0196'TWITTY AND 75 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0335 ***********************************************************************
 BQ0335  DESIGNATION -  W 1390
 BQ0335  PID         -  BQ0335
 BQ0335  STATE/COUNTY-  TX/CULBERSON
 BQ0335  USGS QUAD   -  LOBO (1972)
 BQ0335
 BQ0335                         *CURRENT SURVEY CONTROL
 BQ0335  ___________________________________________________________________
 BQ0335* NAD 83(1986)-  30 51 02.     (N)    104 46 19.     (W)     SCALED    
 BQ0335* NAVD 88     -      1209.719  (meters)    3968.89   (feet)  ADJUSTED  
 BQ0335  ___________________________________________________________________
 BQ0335  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BQ0335  DYNAMIC HT  -        1207.787 (meters)    3962.55  (feet)  COMP
 BQ0335  MODELED GRAV-     979,002.6   (mgal)                       NAVD 88
 BQ0335
 BQ0335  VERT ORDER  -  FIRST     CLASS II
 BQ0335
 BQ0335.The horizontal coordinates were scaled from a topographic map and have
 BQ0335.an estimated accuracy of +/- 6 seconds.
 BQ0335
 BQ0335.The orthometric height was determined by differential leveling
 BQ0335.and adjusted by the National Geodetic Survey in June 1991..
 BQ0335
 BQ0335.The geoid height was determined by GEOID03.
 BQ0335
 BQ0335.The dynamic height is computed by dividing the NAVD 88
 BQ0335.geopotential number by the normal gravity value computed on the
 BQ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0335.degrees latitude (g = 980.6199 gals.).
 BQ0335
 BQ0335.The modeled gravity was interpolated from observed gravity values.
 BQ0335
 BQ0335;                    North         East    Units  Estimated Accuracy
 BQ0335;SPC TX C     - 3,139,710.      275,600.      MT  (+/- 180 meters Scaled)
 BQ0335
 BQ0335                          SUPERSEDED SURVEY CONTROL
 BQ0335
 BQ0335.No superseded survey control is available for this station.
 BQ0335
 BQ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ218130(NAD 83)
 BQ0335_MARKER: I = METAL ROD
 BQ0335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0335_SP_SET: STAINLESS STEEL ROD
 BQ0335_STAMPING: W 1390 1981
 BQ0335_MARK LOGO: NGS   
 BQ0335_PROJECTION: FLUSH
 BQ0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0335+STABILITY: POSITION/ELEVATION WELL
 BQ0335_ROD/PIPE-DEPTH: 7.3  meters
 BQ0335
 BQ0335  HISTORY     - Date     Condition        Report By
 BQ0335  HISTORY     - 1981     MONUMENTED       NGS
 BQ0335
 BQ0335                          STATION DESCRIPTION
 BQ0335
 BQ0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0335'21.5 KM (13.35 MI) SE FROM VAN HORN.
 BQ0335'21.5 KM (13.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0335'JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 0.4 KM (0.25 MI)
 BQ0335'NORTHWEST OF A DIRT ROAD LEADING WEST, 0.4 KM (0.25 MI) SOUTHEAST OF A
 BQ0335'DIRT ROAD LEADING WEST, 146.3 METERS (480.0 FT) NORTHWEST OF THE
 BQ0335'NORTHWEST CORNER OF A MULTI-CONCRETE CULVERT, AND 18.6 METERS (61.0
 BQ0335'FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 BQ0335'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT
 BQ0335'24.0 FT.
 BQ0335'THE MARK IS 0.3 METERS  ENE FROM  A WITNESS POST AND FENCE
 BQ0335'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0539 ***********************************************************************
 CC0539  DESIGNATION -  W 1391
 CC0539  PID         -  CC0539
 CC0539  STATE/COUNTY-  TX/REEVES
 CC0539  USGS QUAD   -  ORLA (1968)
 CC0539
 CC0539                         *CURRENT SURVEY CONTROL
 CC0539  ___________________________________________________________________
 CC0539* NAD 83(1986)-  31 49 46.     (N)    103 54 46.     (W)     SCALED    
 CC0539* NAVD 88     -       873.875  (meters)    2867.04   (feet)  ADJUSTED  
 CC0539  ___________________________________________________________________
 CC0539  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CC0539  DYNAMIC HT  -         872.578 (meters)    2862.78  (feet)  COMP
 CC0539  MODELED GRAV-     979,127.5   (mgal)                       NAVD 88
 CC0539
 CC0539  VERT ORDER  -  FIRST     CLASS II
 CC0539
 CC0539.The horizontal coordinates were scaled from a topographic map and have
 CC0539.an estimated accuracy of +/- 6 seconds.
 CC0539
 CC0539.The orthometric height was determined by differential leveling
 CC0539.and adjusted by the National Geodetic Survey in June 1991..
 CC0539
 CC0539.The geoid height was determined by GEOID03.
 CC0539
 CC0539.The dynamic height is computed by dividing the NAVD 88
 CC0539.geopotential number by the normal gravity value computed on the
 CC0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0539.degrees latitude (g = 980.6199 gals.).
 CC0539
 CC0539.The modeled gravity was interpolated from observed gravity values.
 CC0539
 CC0539;                    North         East    Units  Estimated Accuracy
 CC0539;SPC TX C     - 3,245,220.      361,210.      MT  (+/- 180 meters Scaled)
 CC0539
 CC0539                          SUPERSEDED SURVEY CONTROL
 CC0539
 CC0539.No superseded survey control is available for this station.
 CC0539
 CC0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR028220(NAD 83)
 CC0539_MARKER: I = METAL ROD
 CC0539_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0539_SP_SET: STAINLESS STEEL ROD
 CC0539_STAMPING: W 1391 1981
 CC0539_MARK LOGO: NGS   
 CC0539_PROJECTION: FLUSH
 CC0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0539+STABILITY: POSITION/ELEVATION WELL
 CC0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0539+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 CC0539_ROD/PIPE-DEPTH: 4.6  meters
 CC0539
 CC0539  HISTORY     - Date     Condition        Report By
 CC0539  HISTORY     - 1981     MONUMENTED       NGS
 CC0539  HISTORY     - 20050702 GOOD             USPSQD
 CC0539
 CC0539                          STATION DESCRIPTION
 CC0539
 CC0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0539'0.6 KM (0.35 MI) NW FROM ORLA.
 CC0539'0.6 KM (0.35 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0539'WITH FARM ROAD 652 IN ORLA, 27.1 METERS (89.0 FT) SOUTHWEST OF THE
 CC0539'CENTERLINE OF THE HIGHWAY, 21.6 METERS (71.0 FT) NORTHWEST OF THE
 CC0539'CENTER OF A GRAVELED LEADING WEST, 1.8 METERS (5.9 FT) NORTH OF A
 CC0539'UILITY POLE WITH 2 GUY WIRES, AND 0.9 (3.0 FT) NORTH OF A PIPE
 CC0539'FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 4.6 METERS (15.0 FT).
 CC0539'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0539'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 CC0539'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CC0539
 CC0539                          STATION RECOVERY (2005)
 CC0539
 CC0539'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CC0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0376 ***********************************************************************
 CE0376  DESIGNATION -  W 1392
 CE0376  PID         -  CE0376
 CE0376  STATE/COUNTY-  TX/EL PASO
 CE0376  USGS QUAD   -  CLINT (1995)
 CE0376
 CE0376                         *CURRENT SURVEY CONTROL
 CE0376  ___________________________________________________________________
 CE0376* NAD 83(1986)-  31 33 56.     (N)    106 12 51.     (W)     SCALED    
 CE0376* NAVD 88     -      1105.514  (meters)    3627.01   (feet)  ADJUSTED  
 CE0376  ___________________________________________________________________
 CE0376  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0376  DYNAMIC HT  -        1103.824 (meters)    3621.46  (feet)  COMP
 CE0376  MODELED GRAV-     979,073.9   (mgal)                       NAVD 88
 CE0376
 CE0376  VERT ORDER  -  FIRST     CLASS II
 CE0376
 CE0376.The horizontal coordinates were scaled from a topographic map and have
 CE0376.an estimated accuracy of +/- 6 seconds.
 CE0376
 CE0376.The orthometric height was determined by differential leveling
 CE0376.and adjusted by the National Geodetic Survey in June 1991..
 CE0376
 CE0376.The geoid height was determined by GEOID03.
 CE0376
 CE0376.The dynamic height is computed by dividing the NAVD 88
 CE0376.geopotential number by the normal gravity value computed on the
 CE0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0376.degrees latitude (g = 980.6199 gals.).
 CE0376
 CE0376.The modeled gravity was interpolated from observed gravity values.
 CE0376
 CE0376;                    North         East    Units  Estimated Accuracy
 CE0376;SPC TX C     - 3,225,260.      142,000.      MT  (+/- 180 meters Scaled)
 CE0376
 CE0376                          SUPERSEDED SURVEY CONTROL
 CE0376
 CE0376.No superseded survey control is available for this station.
 CE0376
 CE0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ847929(NAD 83)
 CE0376_MARKER: I = METAL ROD
 CE0376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0376_SP_SET: STAINLESS STEEL ROD
 CE0376_STAMPING: W 1392 1981
 CE0376_MARK LOGO: NGS   
 CE0376_PROJECTION: FLUSH
 CE0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0376_ROD/PIPE-DEPTH: 19.5 meters
 CE0376
 CE0376  HISTORY     - Date     Condition        Report By
 CE0376  HISTORY     - 1981     MONUMENTED       NGS
 CE0376
 CE0376                          STATION DESCRIPTION
 CE0376
 CE0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0376'9.3 KM (5.75 MI) NW FROM FABENS.
 CE0376'9.3 KM (5.75 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0376'OFFICE IN FABENS, 22.6 METERS (74.0 FT) NORTHWEST OF THE CENTER
 CE0376'OF A DRIVEWAY, 14.3 METERS (47.0 FT) SOUTHWEST OF THE CENTERLINE
 CE0376'OF THE HIGHWAY AND 1.9 METERS (6.2 FT) SOUTHEAST OF A UTILITY POLE.
 CE0376'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0376'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CE0376'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0771 ***********************************************************************
 CD0771  DESIGNATION -  W 1393
 CD0771  PID         -  CD0771
 CD0771  STATE/COUNTY-  TX/HUDSPETH
 CD0771  USGS QUAD   -  MC NARY (1972)
 CD0771
 CD0771                         *CURRENT SURVEY CONTROL
 CD0771  ___________________________________________________________________
 CD0771* NAD 83(1986)-  31 12 50.     (N)    105 45 26.     (W)     SCALED    
 CD0771* NAVD 88     -      1079.543  (meters)    3541.80   (feet)  ADJUSTED  
 CD0771  ___________________________________________________________________
 CD0771  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CD0771  DYNAMIC HT  -        1077.854 (meters)    3536.26  (feet)  COMP
 CD0771  MODELED GRAV-     979,039.6   (mgal)                       NAVD 88
 CD0771
 CD0771  VERT ORDER  -  FIRST     CLASS II
 CD0771
 CD0771.The horizontal coordinates were scaled from a topographic map and have
 CD0771.an estimated accuracy of +/- 6 seconds.
 CD0771
 CD0771.The orthometric height was determined by differential leveling
 CD0771.and adjusted by the National Geodetic Survey in June 1991..
 CD0771
 CD0771.The geoid height was determined by GEOID03.
 CD0771
 CD0771.The dynamic height is computed by dividing the NAVD 88
 CD0771.geopotential number by the normal gravity value computed on the
 CD0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0771.degrees latitude (g = 980.6199 gals.).
 CD0771
 CD0771.The modeled gravity was interpolated from observed gravity values.
 CD0771
 CD0771;                    North         East    Units  Estimated Accuracy
 CD0771;SPC TX C     - 3,184,110.      183,420.      MT  (+/- 180 meters Scaled)
 CD0771
 CD0771                          SUPERSEDED SURVEY CONTROL
 CD0771
 CD0771.No superseded survey control is available for this station.
 CD0771
 CD0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ278535(NAD 83)
 CD0771_MARKER: I = METAL ROD
 CD0771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0771_SP_SET: STAINLESS STEEL ROD
 CD0771_STAMPING: W 1393 1981
 CD0771_MARK LOGO: NGS   
 CD0771_PROJECTION: FLUSH
 CD0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0771+STABILITY: POSITION/ELEVATION WELL
 CD0771_ROD/PIPE-DEPTH: 19.8 meters
 CD0771
 CD0771  HISTORY     - Date     Condition        Report By
 CD0771  HISTORY     - 1981     MONUMENTED       NGS
 CD0771
 CD0771                          STATION DESCRIPTION
 CD0771
 CD0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0771'42.9 KM (26.65 MI) NW FROM SIERRA BLANCA.
 CD0771'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CD0771'THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI) SOUTH
 CD0771'ALONG A GRAVELED ROAD, THENCE 36.5 KM (22.65 MI) NORTHWESTERLY ALONG
 CD0771'INTERSTATE HIGHWAY 10, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 81, AT
 CD0771'A DIRT ROAD LEADING NORTHEAST, 31.9 METERS (104.5 FT) NORTHEAST
 CD0771'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 10.7
 CD0771'METERS (35.1 FT) SOUTHEAST OF THE CENTER OF THE DIRT ROAD.
 CD0771'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0771'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 CD0771'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0795 ***********************************************************************
 CD0795  DESIGNATION -  W 1394
 CD0795  PID         -  CD0795
 CD0795  STATE/COUNTY-  TX/HUDSPETH
 CD0795  USGS QUAD   -  LASCA (1979)
 CD0795
 CD0795                         *CURRENT SURVEY CONTROL
 CD0795  ___________________________________________________________________
 CD0795* NAD 83(1986)-  31 12 39.     (N)    105 28 03.     (W)     SCALED    
 CD0795* NAVD 88     -      1402.806  (meters)    4602.37   (feet)  ADJUSTED  
 CD0795  ___________________________________________________________________
 CD0795  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CD0795  DYNAMIC HT  -        1400.564 (meters)    4595.02  (feet)  COMP
 CD0795  MODELED GRAV-     978,993.6   (mgal)                       NAVD 88
 CD0795
 CD0795  VERT ORDER  -  FIRST     CLASS II
 CD0795
 CD0795.The horizontal coordinates were scaled from a topographic map and have
 CD0795.an estimated accuracy of +/- 6 seconds.
 CD0795
 CD0795.The orthometric height was determined by differential leveling
 CD0795.and adjusted by the National Geodetic Survey in June 1991..
 CD0795
 CD0795.The geoid height was determined by GEOID03.
 CD0795
 CD0795.The dynamic height is computed by dividing the NAVD 88
 CD0795.geopotential number by the normal gravity value computed on the
 CD0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0795.degrees latitude (g = 980.6199 gals.).
 CD0795
 CD0795.The modeled gravity was interpolated from observed gravity values.
 CD0795
 CD0795;                    North         East    Units  Estimated Accuracy
 CD0795;SPC TX C     - 3,182,470.      210,980.      MT  (+/- 180 meters Scaled)
 CD0795
 CD0795                          SUPERSEDED SURVEY CONTROL
 CD0795
 CD0795.No superseded survey control is available for this station.
 CD0795
 CD0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ554530(NAD 83)
 CD0795_MARKER: I = METAL ROD
 CD0795_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0795_SP_SET: STAINLESS STEEL ROD
 CD0795_STAMPING: W 1394 1981
 CD0795_MARK LOGO: NGS   
 CD0795_PROJECTION: FLUSH
 CD0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0795+STABILITY: POSITION/ELEVATION WELL
 CD0795_ROD/PIPE-DEPTH: 7.3  meters
 CD0795
 CD0795  HISTORY     - Date     Condition        Report By
 CD0795  HISTORY     - 1981     MONUMENTED       NGS
 CD0795
 CD0795                          STATION DESCRIPTION
 CD0795
 CD0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0795'11.8 KM (7.35 MI) NW FROM SIERRA BLANCA.
 CD0795'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0795'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0795'SOUTH ALONG A GRAVELED ROAD, THENCE 5.4 KM (3.35 MI) NORTHWEST
 CD0795'ALONG INTERSTATE HIGHWAY 10, AT A POWERLINE CROSSING,
 CD0795'41.2 METERS (135.2 FT) NORTHEAST OF MILE POST 100, 19.1 METERS
 CD0795'(62.5 FT) SOUTHEAST OF THE EAST END OF A BOX CULVERT, 14.7 METERS
 CD0795'(48.2 FT) NORTHEAST OF THE CENTER OF A FRONTAGE ROAD AND 6.7 METERS
 CD0795'(22.0 FT) SOUTH OF UTILITY POLE NUMBER 193.  NOTE=ACCESS TO THE
 CD0795'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0795'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CD0795'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0877 ***********************************************************************
 CD0877  DESIGNATION -  W 1395
 CD0877  PID         -  CD0877
 CD0877  STATE/COUNTY-  TX/CULBERSON
 CD0877  USGS QUAD   -  BORACHO (1970)
 CD0877
 CD0877                         *CURRENT SURVEY CONTROL
 CD0877  ___________________________________________________________________
 CD0877* NAD 83(1986)-  31 04 17.     (N)    104 23 22.     (W)     SCALED    
 CD0877* NAVD 88     -      1364.541  (meters)    4476.83   (feet)  ADJUSTED  
 CD0877  ___________________________________________________________________
 CD0877  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 CD0877  DYNAMIC HT  -        1362.402 (meters)    4469.81  (feet)  COMP
 CD0877  MODELED GRAV-     979,024.9   (mgal)                       NAVD 88
 CD0877
 CD0877  VERT ORDER  -  FIRST     CLASS II
 CD0877
 CD0877.The horizontal coordinates were scaled from a topographic map and have
 CD0877.an estimated accuracy of +/- 6 seconds.
 CD0877
 CD0877.The orthometric height was determined by differential leveling
 CD0877.and adjusted by the National Geodetic Survey in June 1991..
 CD0877
 CD0877.The geoid height was determined by GEOID03.
 CD0877
 CD0877.The dynamic height is computed by dividing the NAVD 88
 CD0877.geopotential number by the normal gravity value computed on the
 CD0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0877.degrees latitude (g = 980.6199 gals.).
 CD0877
 CD0877.The modeled gravity was interpolated from observed gravity values.
 CD0877
 CD0877;                    North         East    Units  Estimated Accuracy
 CD0877;SPC TX C     - 3,162,780.      313,040.      MT  (+/- 180 meters Scaled)
 CD0877
 CD0877                          SUPERSEDED SURVEY CONTROL
 CD0877
 CD0877.No superseded survey control is available for this station.
 CD0877
 CD0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ582376(NAD 83)
 CD0877_MARKER: DB = BENCH MARK DISK
 CD0877_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0877_SP_SET: BRIDGE PIER
 CD0877_STAMPING: W 1395 1981
 CD0877_MARK LOGO: NGS   
 CD0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0877+STABILITY: POSITION/ELEVATION WELL
 CD0877
 CD0877  HISTORY     - Date     Condition        Report By
 CD0877  HISTORY     - 1981     MONUMENTED       NGS
 CD0877
 CD0877                          STATION DESCRIPTION
 CD0877
 CD0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0877'16.4 KM (10.2 MI) WEST FROM KENT.
 CD0877'16.4 KM (10.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0877'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, SET
 CD0877'VERTICALLY IN THE NORTH FACE OF THE MOST WESTERLY ONE OF TWO PIERS
 CD0877'OF EXIT 166 (BORACHO STATION OVERPASS), AND 13.2 METERS (43.2 FT
 CD0877'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CD0877'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0592 ***********************************************************************
 CC0592  DESIGNATION -  W 1396
 CC0592  PID         -  CC0592
 CC0592  STATE/COUNTY-  TX/REEVES
 CC0592  USGS QUAD   -  TOYAH (1970)
 CC0592
 CC0592                         *CURRENT SURVEY CONTROL
 CC0592  ___________________________________________________________________
 CC0592* NAD 83(1986)-  31 15 58.     (N)    103 51 24.     (W)     SCALED    
 CC0592* NAVD 88     -       937.636  (meters)    3076.23   (feet)  ADJUSTED  
 CC0592  ___________________________________________________________________
 CC0592  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CC0592  DYNAMIC HT  -         936.248 (meters)    3071.67  (feet)  COMP
 CC0592  MODELED GRAV-     979,128.7   (mgal)                       NAVD 88
 CC0592
 CC0592  VERT ORDER  -  FIRST     CLASS II
 CC0592
 CC0592.The horizontal coordinates were scaled from a topographic map and have
 CC0592.an estimated accuracy of +/- 6 seconds.
 CC0592
 CC0592.The orthometric height was determined by differential leveling
 CC0592.and adjusted by the National Geodetic Survey in June 1991..
 CC0592
 CC0592.The geoid height was determined by GEOID03.
 CC0592
 CC0592.The dynamic height is computed by dividing the NAVD 88
 CC0592.geopotential number by the normal gravity value computed on the
 CC0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0592.degrees latitude (g = 980.6199 gals.).
 CC0592
 CC0592.The modeled gravity was interpolated from observed gravity values.
 CC0592
 CC0592;                    North         East    Units  Estimated Accuracy
 CC0592;SPC TX C     - 3,182,620.      364,540.      MT  (+/- 180 meters Scaled)
 CC0592
 CC0592                          SUPERSEDED SURVEY CONTROL
 CC0592
 CC0592.No superseded survey control is available for this station.
 CC0592
 CC0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ088596(NAD 83)
 CC0592_MARKER: I = METAL ROD
 CC0592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0592_SP_SET: STAINLESS STEEL ROD
 CC0592_STAMPING: W 1396 1981
 CC0592_MARK LOGO: NGS   
 CC0592_PROJECTION: FLUSH
 CC0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0592+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 CC0592_ROD/PIPE-DEPTH: 3.0  meters
 CC0592
 CC0592  HISTORY     - Date     Condition        Report By
 CC0592  HISTORY     - 1981     MONUMENTED       NGS
 CC0592  HISTORY     - 20001215 GOOD             USPSQD
 CC0592  HISTORY     - 20030908 GOOD             USPSQD
 CC0592  HISTORY     - 20051107 GOOD             USPSQD
 CC0592
 CC0592                          STATION DESCRIPTION
 CC0592
 CC0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0592'8.1 KM (5.05 MI) SW FROM TOYAH.
 CC0592'8.1 KM (5.05 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0592'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.8 KM (0.5 MI) SOUTHWEST
 CC0592'OF MILE POST 18, 0.8 KM (0.5 MI) NORTHEAST OF MILE POST 17, 14.9
 CC0592'METERS (49.0 FT) SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD, AND
 CC0592'7.0 METERS (23.0 FT) SOUTH-SOUTHWEST OF A DIM TRACK ROAD LEADING
 CC0592'SOUTHWEST.  NOTE=ROD WAS DRIVEN TO REFUSAL AT 10.0 FT.  ACCESS TO
 CC0592'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0592'THE MARK IS 0.4 METERS  NW FROM  WITNESS POST AND FENCE
 CC0592'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CC0592
 CC0592                          STATION RECOVERY (2000)
 CC0592
 CC0592'RECOVERY NOTE BY US POWER SQUADRON 2000 (JPM)
 CC0592'RECOVERED IN GOOD CONDITION.
 CC0592
 CC0592                          STATION RECOVERY (2003)
 CC0592
 CC0592'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 CC0592'WITNESS POST AND SIGN IN GOOD CONDITION.
 CC0592
 CC0592                          STATION RECOVERY (2005)
 CC0592
 CC0592'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 CC0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0578 ***********************************************************************
 CC0578  DESIGNATION -  W 1397
 CC0578  PID         -  CC0578
 CC0578  STATE/COUNTY-  TX/REEVES
 CC0578  USGS QUAD   -  PECOS WEST (1981)
 CC0578
 CC0578                         *CURRENT SURVEY CONTROL
 CC0578  ___________________________________________________________________
 CC0578* NAD 83(1986)-  31 23 51.     (N)    103 30 44.     (W)     SCALED    
 CC0578* NAVD 88     -       792.760  (meters)    2600.91   (feet)  ADJUSTED  
 CC0578  ___________________________________________________________________
 CC0578  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CC0578  DYNAMIC HT  -         791.604 (meters)    2597.12  (feet)  COMP
 CC0578  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 CC0578
 CC0578  VERT ORDER  -  FIRST     CLASS II
 CC0578
 CC0578.The horizontal coordinates were scaled from a topographic map and have
 CC0578.an estimated accuracy of +/- 6 seconds.
 CC0578
 CC0578.The orthometric height was determined by differential leveling
 CC0578.and adjusted by the National Geodetic Survey in June 1991..
 CC0578
 CC0578.The geoid height was determined by GEOID03.
 CC0578
 CC0578.The dynamic height is computed by dividing the NAVD 88
 CC0578.geopotential number by the normal gravity value computed on the
 CC0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0578.degrees latitude (g = 980.6199 gals.).
 CC0578
 CC0578.The modeled gravity was interpolated from observed gravity values.
 CC0578
 CC0578;                    North         East    Units  Estimated Accuracy
 CC0578;SPC TX C     - 3,196,190.      397,740.      MT  (+/- 180 meters Scaled)
 CC0578
 CC0578                          SUPERSEDED SURVEY CONTROL
 CC0578
 CC0578.No superseded survey control is available for this station.
 CC0578
 CC0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ414746(NAD 83)
 CC0578_MARKER: I = METAL ROD
 CC0578_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CC0578_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CC0578_STAMPING: W 1397 1981
 CC0578_MARK LOGO: NGS   
 CC0578_PROJECTION: FLUSH
 CC0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0578+STABILITY: POSITION/ELEVATION WELL
 CC0578_ROD/PIPE-DEPTH: 13.4 meters
 CC0578_SLEEVE-DEPTH  : 9.1 meters
 CC0578
 CC0578  HISTORY     - Date     Condition        Report By
 CC0578  HISTORY     - 1981     MONUMENTED       NGS
 CC0578  HISTORY     - 1981     GOOD             NGS
 CC0578
 CC0578                          STATION DESCRIPTION
 CC0578
 CC0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0578'IN PECOS.
 CC0578'IN PECOS, ACROSS THE HIGHWAY FROM 1512 PALMER STREET, 1.0 KM
 CC0578'(0.6 MI) WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CC0578'COUNTRY CLUB DRIVE, 109.7 METERS (360.0 FT) WEST OF THE EXTENDED
 CC0578'CENTER OF MOORE STREET, 23.8 METERS (78.0 FT) NORTH OF THE
 CC0578'CENTERLINE OF PALMER STREET, 15.5 METERS (51.0 FT) SOUTH OF THE
 CC0578'CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 20,
 CC0578'1.8 METERS (6.0 FT) SOUTH OF THE NORTH LEG OF A HIGHWAY SIGN
 CC0578'(EXIT 40 COUNTRY CLUB DRIVE) AND 65.2 METERS (214.O FT)
 CC0578'NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING AT 1512 PALMER
 CC0578'STREET.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0578'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0578'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CC0578
 CC0578                          STATION RECOVERY (1981)
 CC0578
 CC0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0578'ORIGINAL DESCRIPTION ON LINE L24561 PART 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0359 ***********************************************************************
 BQ0359  DESIGNATION -  W 1398
 BQ0359  PID         -  BQ0359
 BQ0359  STATE/COUNTY-  TX/PRESIDIO
 BQ0359  USGS QUAD   -  ARAGON (1983)
 BQ0359
 BQ0359                         *CURRENT SURVEY CONTROL
 BQ0359  ___________________________________________________________________
 BQ0359* NAD 83(1986)-  30 20 23.     (N)    104 08 11.     (W)     SCALED    
 BQ0359* NAVD 88     -      1489.410  (meters)    4886.51   (feet)  ADJUSTED  
 BQ0359  ___________________________________________________________________
 BQ0359  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BQ0359  DYNAMIC HT  -        1486.911 (meters)    4878.31  (feet)  COMP
 BQ0359  MODELED GRAV-     978,911.6   (mgal)                       NAVD 88
 BQ0359
 BQ0359  VERT ORDER  -  FIRST     CLASS II
 BQ0359
 BQ0359.The horizontal coordinates were scaled from a topographic map and have
 BQ0359.an estimated accuracy of +/- 6 seconds.
 BQ0359
 BQ0359.The orthometric height was determined by differential leveling
 BQ0359.and adjusted by the National Geodetic Survey in June 1991..
 BQ0359
 BQ0359.The geoid height was determined by GEOID03.
 BQ0359
 BQ0359.The dynamic height is computed by dividing the NAVD 88
 BQ0359.geopotential number by the normal gravity value computed on the
 BQ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0359.degrees latitude (g = 980.6199 gals.).
 BQ0359
 BQ0359.The modeled gravity was interpolated from observed gravity values.
 BQ0359
 BQ0359;                    North         East    Units  Estimated Accuracy
 BQ0359;SPC TXSC     - 4,288,630.      106,260.      MT  (+/- 180 meters Scaled)
 BQ0359
 BQ0359                          SUPERSEDED SURVEY CONTROL
 BQ0359
 BQ0359.No superseded survey control is available for this station.
 BQ0359
 BQ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP830567(NAD 83)
 BQ0359_MARKER: I = METAL ROD
 BQ0359_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0359+WITH SETTING: INFORMATION.
 BQ0359_SP_SET: SHALLOW SET METAL ROD
 BQ0359_STAMPING: W 1398 1981
 BQ0359_MARK LOGO: NGS   
 BQ0359_PROJECTION: FLUSH
 BQ0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0359_ROD/PIPE-DEPTH: 3.0  meters
 BQ0359
 BQ0359  HISTORY     - Date     Condition        Report By
 BQ0359  HISTORY     - 1981     MONUMENTED       NGS
 BQ0359  HISTORY     - 1990     GOOD             USPSQD
 BQ0359  HISTORY     - 19961009 GOOD             USPSQD
 BQ0359
 BQ0359                          STATION DESCRIPTION
 BQ0359
 BQ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0359'12.2 KM (7.55 MI) NW FROM MARFA.
 BQ0359'12.2 KM (7.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0359'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 0.9 KM (0.55 MI)
 BQ0359'NORTHWEST OF A CATTLE LOADING PEN, 0.7 KM (0.45 MI) NORTHWEST OF A
 BQ0359'CONCRETE HIGHWAY BRIDGE OVER A DRY WASH, AND 18.3 METERS (60.0 FT)
 BQ0359'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 BQ0359'POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 10.0 FT.
 BQ0359'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 BQ0359'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0359
 BQ0359                          STATION RECOVERY (1990)
 BQ0359
 BQ0359'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0359'RECOVERED IN GOOD CONDITION.
 BQ0359
 BQ0359                          STATION RECOVERY (1996)
 BQ0359
 BQ0359'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0393 ***********************************************************************
 BQ0393  DESIGNATION -  W 1399
 BQ0393  PID         -  BQ0393
 BQ0393  STATE/COUNTY-  TX/PRESIDIO
 BQ0393  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0393
 BQ0393                         *CURRENT SURVEY CONTROL
 BQ0393  ___________________________________________________________________
 BQ0393* NAD 83(1986)-  30 01 34.     (N)    104 12 16.     (W)     SCALED    
 BQ0393* NAVD 88     -      1576.368  (meters)    5171.80   (feet)  ADJUSTED  
 BQ0393  ___________________________________________________________________
 BQ0393  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BQ0393  DYNAMIC HT  -        1573.643 (meters)    5162.86  (feet)  COMP
 BQ0393  MODELED GRAV-     978,857.9   (mgal)                       NAVD 88
 BQ0393
 BQ0393  VERT ORDER  -  FIRST     CLASS II
 BQ0393
 BQ0393.The horizontal coordinates were scaled from a topographic map and have
 BQ0393.an estimated accuracy of +/- 6 seconds.
 BQ0393
 BQ0393.The orthometric height was determined by differential leveling
 BQ0393.and adjusted by the National Geodetic Survey in June 1991..
 BQ0393
 BQ0393.The geoid height was determined by GEOID03.
 BQ0393
 BQ0393.The dynamic height is computed by dividing the NAVD 88
 BQ0393.geopotential number by the normal gravity value computed on the
 BQ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0393.degrees latitude (g = 980.6199 gals.).
 BQ0393
 BQ0393.The modeled gravity was interpolated from observed gravity values.
 BQ0393
 BQ0393;                    North         East    Units  Estimated Accuracy
 BQ0393;SPC TXSC     - 4,254,190.       98,170.      MT  (+/- 180 meters Scaled)
 BQ0393
 BQ0393                          SUPERSEDED SURVEY CONTROL
 BQ0393
 BQ0393.No superseded survey control is available for this station.
 BQ0393
 BQ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP767219(NAD 83)
 BQ0393_MARKER: I = METAL ROD
 BQ0393_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0393+WITH SETTING: INFORMATION.
 BQ0393_SP_SET: SHALLOW SET METAL ROD
 BQ0393_STAMPING: W 1399 1981
 BQ0393_MARK LOGO: NGS   
 BQ0393_PROJECTION: FLUSH
 BQ0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0393_ROD/PIPE-DEPTH: 1.2  meters
 BQ0393
 BQ0393  HISTORY     - Date     Condition        Report By
 BQ0393  HISTORY     - 1981     MONUMENTED       NGS
 BQ0393  HISTORY     - 19961010 GOOD             USPSQD
 BQ0393
 BQ0393                          STATION DESCRIPTION
 BQ0393
 BQ0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0393'26.4 KM (16.4 MI) NE FROM SHAFTER.
 BQ0393'26.4 KM (16.4 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BQ0393'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.4 KM (0.25 MI)
 BQ0393'SOUTHWEST OF A GRAVELED ROAD LEADING WEST TO THE W.M. ALLISON RANCH,
 BQ0393'0.3 KM (0.2 MI) SOUTHWEST OF A POWERLINE CROSSING, AND 15.1 METERS
 BQ0393'(49.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS
 BQ0393'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS
 BQ0393'REACHED AT 4.0 FT.
 BQ0393'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 BQ0393'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0393
 BQ0393                          STATION RECOVERY (1996)
 BQ0393
 BQ0393'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0270 ***********************************************************************
 EN0270  DESIGNATION -  W 140
 EN0270  PID         -  EN0270
 EN0270  STATE/COUNTY-  TX/FLOYD
 EN0270  USGS QUAD   -  QUITAQUE PEAKS (1967)
 EN0270
 EN0270                         *CURRENT SURVEY CONTROL
 EN0270  ___________________________________________________________________
 EN0270* NAD 83(1986)-  34 14 27.     (N)    101 07 23.     (W)     SCALED    
 EN0270* NAVD 88     -       828.362  (meters)    2717.72   (feet)  ADJUSTED  
 EN0270  ___________________________________________________________________
 EN0270  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EN0270  DYNAMIC HT  -         827.325 (meters)    2714.32  (feet)  COMP
 EN0270  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 EN0270
 EN0270  VERT ORDER  -  FIRST     CLASS II
 EN0270
 EN0270.The horizontal coordinates were scaled from a topographic map and have
 EN0270.an estimated accuracy of +/- 6 seconds.
 EN0270
 EN0270.The orthometric height was determined by differential leveling
 EN0270.and adjusted by the National Geodetic Survey in June 1991..
 EN0270
 EN0270.The geoid height was determined by GEOID03.
 EN0270
 EN0270.The dynamic height is computed by dividing the NAVD 88
 EN0270.geopotential number by the normal gravity value computed on the
 EN0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0270.degrees latitude (g = 980.6199 gals.).
 EN0270
 EN0270.The modeled gravity was interpolated from observed gravity values.
 EN0270
 EN0270;                    North         East    Units  Estimated Accuracy
 EN0270;SPC TXNC     - 2,288,490.      358,360.      MT  (+/- 180 meters Scaled)
 EN0270
 EN0270                          SUPERSEDED SURVEY CONTROL
 EN0270
 EN0270  NGVD 29 (??/??/92)  828.012  (m)         2716.57   (f) ADJ UNCH    1 2
 EN0270
 EN0270.Superseded values are not recommended for survey control.
 EN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0270.See file dsdata.txt to determine how the superseded data were derived.
 EN0270
 EN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC044908(NAD 83)
 EN0270_MARKER: DB = BENCH MARK DISK
 EN0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0270_SP_SET: FOUNDATION
 EN0270_STAMPING: 2716.569 W 140 1933
 EN0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0270
 EN0270  HISTORY     - Date     Condition        Report By
 EN0270  HISTORY     - 1933     MONUMENTED       CGS
 EN0270  HISTORY     - 1958     GOOD             NGS
 EN0270
 EN0270                          STATION DESCRIPTION
 EN0270
 EN0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0270'9.6 MI SW FROM QUITAQUE.
 EN0270'9.6 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILRWAY FROM
 EN0270'THE STATION AT QUITAQUE, BRISCOE COUNTY, ABOUT 3.7 MILES SOUTHWEST OF
 EN0270'THE SIGNBOARD AT EDGIN, AT STATION 2730+64 (MILEAGE 288.76), AT THE
 EN0270'SOUTHWEST END OF THE NORTHEAST ONE OF TWO TUNNELS, ABOUT 6-1/2 FEET
 EN0270'NORTHWEST OF THE TRACK, AND IN THE TOP OF THE NORTHWEST CONCRETE
 EN0270'FOUNDATION FOR THE TIMBER SUPPORTS OF THE TUNNEL, 15 INCHES NORTHEAST
 EN0270'OF THE SOUTHWEST END OF THE FOUNDATION.  A STANDARD DISK, STAMPED
 EN0270'2716.569 W 140 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0240 ***********************************************************************
 BB0240  DESIGNATION -  W 1400
 BB0240  PID         -  BB0240
 BB0240  STATE/COUNTY-  TX/PRESIDIO
 BB0240  USGS QUAD   -  SHAFTER (1983)
 BB0240
 BB0240                         *CURRENT SURVEY CONTROL
 BB0240  ___________________________________________________________________
 BB0240* NAD 83(1986)-  29 46 00.     (N)    104 20 53.     (W)     SCALED    
 BB0240* NAVD 88     -      1179.487  (meters)    3869.70   (feet)  ADJUSTED  
 BB0240  ___________________________________________________________________
 BB0240  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BB0240  DYNAMIC HT  -        1177.546 (meters)    3863.33  (feet)  COMP
 BB0240  MODELED GRAV-     978,955.7   (mgal)                       NAVD 88
 BB0240
 BB0240  VERT ORDER  -  FIRST     CLASS II
 BB0240
 BB0240.The horizontal coordinates were scaled from a topographic map and have
 BB0240.an estimated accuracy of +/- 6 seconds.
 BB0240
 BB0240.The orthometric height was determined by differential leveling
 BB0240.and adjusted by the National Geodetic Survey in June 1991..
 BB0240
 BB0240.The geoid height was determined by GEOID03.
 BB0240
 BB0240.The dynamic height is computed by dividing the NAVD 88
 BB0240.geopotential number by the normal gravity value computed on the
 BB0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0240.degrees latitude (g = 980.6199 gals.).
 BB0240
 BB0240.The modeled gravity was interpolated from observed gravity values.
 BB0240
 BB0240;                    North         East    Units  Estimated Accuracy
 BB0240;SPC TXSC     - 4,226,090.       83,020.      MT  (+/- 180 meters Scaled)
 BB0240
 BB0240                          SUPERSEDED SURVEY CONTROL
 BB0240
 BB0240.No superseded survey control is available for this station.
 BB0240
 BB0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN630931(NAD 83)
 BB0240_MARKER: DB = BENCH MARK DISK
 BB0240_SETTING: 66 = SET IN ROCK OUTCROP
 BB0240_SP_SET: ROCK OUTCROP
 BB0240_STAMPING: W 1400 1981
 BB0240_MARK LOGO: NGS   
 BB0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0240+STABILITY: POSITION/ELEVATION WELL
 BB0240
 BB0240  HISTORY     - Date     Condition        Report By
 BB0240  HISTORY     - 1981     MONUMENTED       NGS
 BB0240  HISTORY     - 19961010 GOOD             USPSQD
 BB0240
 BB0240                          STATION DESCRIPTION
 BB0240
 BB0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0240'8.05 KM (5.0 MI) SW FROM SHAFTER.
 BB0240'8.05 KM (5.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0240'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, AT A FIELD ROAD
 BB0240'LEADING WEST, IN THE TOP OF A 2 X 30-FOOT EXPOSED AREA OF ROCK
 BB0240'OUTCROPPING, 10.4 METERS (34.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 BB0240'HIGHWAY, 3.0 METERS (10.0 FT) SOUTH OF THE CENTER OF THE ROAD, 0.9
 BB0240'METER (2.8 FT) SOUTH-SOUTHWEST OF A GATE POST, AND 0.3 METER (1.0 FT)
 BB0240'SOUTHWEST OF A FENCE.
 BB0240'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BB0240'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BB0240
 BB0240                          STATION RECOVERY (1996)
 BB0240
 BB0240'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0704 ***********************************************************************
 BP0704  DESIGNATION -  W 1401
 BP0704  PID         -  BP0704
 BP0704  STATE/COUNTY-  TX/BREWSTER
 BP0704  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0704
 BP0704                         *CURRENT SURVEY CONTROL
 BP0704  ___________________________________________________________________
 BP0704* NAD 83(1986)-  30 19 53.     (N)    103 43 55.     (W)     SCALED    
 BP0704* NAVD 88     -      1469.730  (meters)    4821.94   (feet)  ADJUSTED  
 BP0704  ___________________________________________________________________
 BP0704  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 BP0704  DYNAMIC HT  -        1467.318 (meters)    4814.03  (feet)  COMP
 BP0704  MODELED GRAV-     978,947.7   (mgal)                       NAVD 88
 BP0704
 BP0704  VERT ORDER  -  FIRST     CLASS II
 BP0704
 BP0704.The horizontal coordinates were scaled from a topographic map and have
 BP0704.an estimated accuracy of +/- 6 seconds.
 BP0704
 BP0704.The orthometric height was determined by differential leveling
 BP0704.and adjusted by the National Geodetic Survey in June 1991..
 BP0704
 BP0704.The geoid height was determined by GEOID03.
 BP0704
 BP0704.The dynamic height is computed by dividing the NAVD 88
 BP0704.geopotential number by the normal gravity value computed on the
 BP0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0704.degrees latitude (g = 980.6199 gals.).
 BP0704
 BP0704.The modeled gravity was interpolated from observed gravity values.
 BP0704
 BP0704;                    North         East    Units  Estimated Accuracy
 BP0704;SPC TXSC     - 4,286,070.      145,080.      MT  (+/- 180 meters Scaled)
 BP0704
 BP0704                          SUPERSEDED SURVEY CONTROL
 BP0704
 BP0704.No superseded survey control is available for this station.
 BP0704
 BP0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP218561(NAD 83)
 BP0704_MARKER: DB = BENCH MARK DISK
 BP0704_SETTING: 66 = SET IN ROCK OUTCROP
 BP0704_SP_SET: ROCK OUTCROP
 BP0704_STAMPING: W 1401 1981
 BP0704_MARK LOGO: NGS   
 BP0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0704+STABILITY: POSITION/ELEVATION WELL
 BP0704
 BP0704  HISTORY     - Date     Condition        Report By
 BP0704  HISTORY     - 1981     MONUMENTED       NGS
 BP0704
 BP0704                          STATION DESCRIPTION
 BP0704
 BP0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0704'7.8 KM (4.85 MI) SW FROM ALPINE.
 BP0704'2.9 KM (1.8 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0704'RAILROAD STATION IN ALPINE, THENCE 4.9 KM (3.05 MI) WESTERLY ALONG
 BP0704'U.S. HIGHWAYS 67 AND 90, 0.2 KM (0.1 MI) SOUTHWEST OF A DIRT ROAD
 BP0704'LEADING SOUTHEAST, IN A 3 BY 10 FT EXPOSED AREA OF OUTCROPPING
 BP0704'BEDROCK, 11.0 METERS (36.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 BP0704'HIGHWAY AND 7.5 METERS (24.6 FT) SOUTHEAST OF A FENCE.
 BP0704'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BP0704'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0728 ***********************************************************************
 BP0728  DESIGNATION -  W 1402
 BP0728  PID         -  BP0728
 BP0728  STATE/COUNTY-  TX/BREWSTER
 BP0728  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0728
 BP0728                         *CURRENT SURVEY CONTROL
 BP0728  ___________________________________________________________________
 BP0728* NAD 83(1986)-  30 12 53.     (N)    103 17 28.     (W)     SCALED    
 BP0728* NAVD 88     -      1245.736  (meters)    4087.05   (feet)  ADJUSTED  
 BP0728  ___________________________________________________________________
 BP0728  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 BP0728  DYNAMIC HT  -        1243.694 (meters)    4080.35  (feet)  COMP
 BP0728  MODELED GRAV-     978,959.5   (mgal)                       NAVD 88
 BP0728
 BP0728  VERT ORDER  -  FIRST     CLASS II
 BP0728
 BP0728.The horizontal coordinates were scaled from a topographic map and have
 BP0728.an estimated accuracy of +/- 6 seconds.
 BP0728
 BP0728.The orthometric height was determined by differential leveling
 BP0728.and adjusted by the National Geodetic Survey in June 1991..
 BP0728
 BP0728.The geoid height was determined by GEOID03.
 BP0728
 BP0728.The dynamic height is computed by dividing the NAVD 88
 BP0728.geopotential number by the normal gravity value computed on the
 BP0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0728.degrees latitude (g = 980.6199 gals.).
 BP0728
 BP0728.The modeled gravity was interpolated from observed gravity values.
 BP0728
 BP0728;                    North         East    Units  Estimated Accuracy
 BP0728;SPC TXSC     - 4,271,510.      186,960.      MT  (+/- 180 meters Scaled)
 BP0728
 BP0728                          SUPERSEDED SURVEY CONTROL
 BP0728
 BP0728.No superseded survey control is available for this station.
 BP0728
 BP0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP644438(NAD 83)
 BP0728_MARKER: I = METAL ROD
 BP0728_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0728+WITH SETTING: INFORMATION.
 BP0728_SP_SET: SHALLOW SET METAL ROD
 BP0728_STAMPING: W 1402 1981
 BP0728_MARK LOGO: NGS   
 BP0728_PROJECTION: FLUSH
 BP0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0728_ROD/PIPE-DEPTH: 1.5  meters
 BP0728
 BP0728  HISTORY     - Date     Condition        Report By
 BP0728  HISTORY     - 1981     MONUMENTED       NGS
 BP0728
 BP0728                          STATION DESCRIPTION
 BP0728
 BP0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0728'4.5 KM (2.8 MI) WEST FROM MARATHON.
 BP0728'4.5 KM (2.8 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0728'MARATHON, 0.1KM (0.05 MI) WEST OF THE WEST END OF A MULTI-BOX CULVERT,
 BP0728'18.4 METERS (60.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 BP0728'AND 2.0 METERS (6.6 FT) SOUTHEAST OF UTILITY POLE NUMBER 3095.
 BP0728'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0728'THE MARK IS 0.3 METERS  NNE FROM  A FENCE AND WITNESS POST
 BP0728'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0752 ***********************************************************************
 BP0752  DESIGNATION -  W 1403
 BP0752  PID         -  BP0752
 BP0752  STATE/COUNTY-  TX/BREWSTER
 BP0752  USGS QUAD   -  TESNUS NE (1968)
 BP0752
 BP0752                         *CURRENT SURVEY CONTROL
 BP0752  ___________________________________________________________________
 BP0752* NAD 83(1986)-  30 10 54.     (N)    102 49 51.     (W)     SCALED    
 BP0752* NAVD 88     -      1226.809  (meters)    4024.96   (feet)  ADJUSTED  
 BP0752  ___________________________________________________________________
 BP0752  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BP0752  DYNAMIC HT  -        1224.805 (meters)    4018.38  (feet)  COMP
 BP0752  MODELED GRAV-     978,966.3   (mgal)                       NAVD 88
 BP0752
 BP0752  VERT ORDER  -  FIRST     CLASS II
 BP0752
 BP0752.The horizontal coordinates were scaled from a topographic map and have
 BP0752.an estimated accuracy of +/- 6 seconds.
 BP0752
 BP0752.The orthometric height was determined by differential leveling
 BP0752.and adjusted by the National Geodetic Survey in June 1991..
 BP0752
 BP0752.The geoid height was determined by GEOID03.
 BP0752
 BP0752.The dynamic height is computed by dividing the NAVD 88
 BP0752.geopotential number by the normal gravity value computed on the
 BP0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0752.degrees latitude (g = 980.6199 gals.).
 BP0752
 BP0752.The modeled gravity was interpolated from observed gravity values.
 BP0752
 BP0752;                    North         East    Units  Estimated Accuracy
 BP0752;SPC TXSC     - 4,266,310.      231,130.      MT  (+/- 180 meters Scaled)
 BP0752
 BP0752                          SUPERSEDED SURVEY CONTROL
 BP0752
 BP0752.No superseded survey control is available for this station.
 BP0752
 BP0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP088409(NAD 83)
 BP0752_MARKER: DB = BENCH MARK DISK
 BP0752_SETTING: 66 = SET IN ROCK OUTCROP
 BP0752_SP_SET: ROCK OUTCROP
 BP0752_STAMPING: W 1403 1981
 BP0752_MARK LOGO: NGS   
 BP0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0752+STABILITY: POSITION/ELEVATION WELL
 BP0752
 BP0752  HISTORY     - Date     Condition        Report By
 BP0752  HISTORY     - 1981     MONUMENTED       NGS
 BP0752  HISTORY     - 20010331 GOOD             NGS
 BP0752
 BP0752                          STATION DESCRIPTION
 BP0752
 BP0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0752'41.4 KM (25.7 MI) EAST FROM MARATHON.
 BP0752'41.4 KM (25.7 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0752'IN MARATHON, IN AN EXPOSED AREA OF BEDROCK AT A HIGHWAY CUT, 39.6
 BP0752'METERS (129.9 FT) EAST OF THE WEST END OF THE CUT BANK, 13.1 METERS
 BP0752'(43.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 8.8
 BP0752'METERS (28.9 FT) NORTH-NORTHEAST OF A FENCE.
 BP0752'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 BP0752'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 BP0752
 BP0752                          STATION RECOVERY (2001)
 BP0752
 BP0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0752'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1332 ***********************************************************************
 AE1332  DESIGNATION -  W 1404
 AE1332  PID         -  AE1332
 AE1332  STATE/COUNTY-  TX/ZAPATA
 AE1332  USGS QUAD   -  ZAPATA (1979)
 AE1332
 AE1332                         *CURRENT SURVEY CONTROL
 AE1332  ___________________________________________________________________
 AE1332* NAD 83(1986)-  26 55 09.     (N)    099 17 00.     (W)     SCALED    
 AE1332* NAVD 88     -       126.331  (meters)     414.47   (feet)  ADJUSTED  
 AE1332  ___________________________________________________________________
 AE1332  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AE1332  DYNAMIC HT  -         126.127 (meters)     413.80  (feet)  COMP
 AE1332  MODELED GRAV-     979,030.8   (mgal)                       NAVD 88
 AE1332
 AE1332  VERT ORDER  -  FIRST     CLASS II
 AE1332
 AE1332.The horizontal coordinates were scaled from a topographic map and have
 AE1332.an estimated accuracy of +/- 6 seconds.
 AE1332
 AE1332.The orthometric height was determined by differential leveling
 AE1332.and adjusted by the National Geodetic Survey in June 1991..
 AE1332
 AE1332.The geoid height was determined by GEOID03.
 AE1332
 AE1332.The dynamic height is computed by dividing the NAVD 88
 AE1332.geopotential number by the normal gravity value computed on the
 AE1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1332.degrees latitude (g = 980.6199 gals.).
 AE1332
 AE1332.The modeled gravity was interpolated from observed gravity values.
 AE1332
 AE1332;                    North         East    Units  Estimated Accuracy
 AE1332;SPC TX S     - 5,139,010.      222,200.      MT  (+/- 180 meters Scaled)
 AE1332
 AE1332                          SUPERSEDED SURVEY CONTROL
 AE1332
 AE1332.No superseded survey control is available for this station.
 AE1332
 AE1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ718775(NAD 83)
 AE1332_MARKER: I = METAL ROD
 AE1332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1332_SP_SET: STAINLESS STEEL ROD
 AE1332_STAMPING: W 1404 1981
 AE1332_MARK LOGO: NGS   
 AE1332_PROJECTION: FLUSH
 AE1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1332_ROD/PIPE-DEPTH: 3.0  meters
 AE1332
 AE1332  HISTORY     - Date     Condition        Report By
 AE1332  HISTORY     - 1981     MONUMENTED       NGS
 AE1332  HISTORY     - 1988     GOOD             USPSQD
 AE1332
 AE1332                          STATION DESCRIPTION
 AE1332
 AE1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1332'1.9 KM (1.2 MI) NW FROM ZAPATA.
 AE1332'1.9 KM (1.2 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1332'STATE ROUTE 16 IN ZAPATA AT A DIRT ROAD ENTRANCE LEADING NORTHEAST AND
 AE1332'AT THE CROSSING OF HIGH VOLTAGE LINES OVER HIGHWAY, 20.8 METERS
 AE1332'(68.1 FT) NORTHEAST OF CENTERLINE OF HIGHWAY, 17.9 METERS (58.6 FT)
 AE1332'NORTH WEST OF A DIRT ROAD, 3.0 METERS (9.9 FT) SOUTHEAST OF AN IRON
 AE1332'GATE, 2.7 METERS (9.0 FT) NORTHWEST OF A POWERLINE POLE, 0.98 METERS
 AE1332'(3.2 FT) NORTHWEST OF A WOODEN FOUR BY FOUR WITNESS POST, 4.0 METERS
 AE1332'(13.0 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX, 29.0 METERS (95.0 FT)
 AE1332'EAST SOUTHEAST OF CENTER OF A 61 CM (24 INCH) CONCRETE CULVERT, AND
 AE1332'13.3 METERS (43.6 FT) NORTHEAST OF A CORNER FENCE POST, NOTE, ROD
 AE1332'DRIVEN TO REFUSAL
 AE1332'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AE1332'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AE1332
 AE1332                          STATION RECOVERY (1988)
 AE1332
 AE1332'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AE1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1064 ***********************************************************************
 AJ1064  DESIGNATION -  W 1405
 AJ1064  PID         -  AJ1064
 AJ1064  STATE/COUNTY-  TX/ZAPATA
 AJ1064  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1064
 AJ1064                         *CURRENT SURVEY CONTROL
 AJ1064  ___________________________________________________________________
 AJ1064* NAD 83(1986)-  27 01 40.     (N)    099 24 59.     (W)     SCALED    
 AJ1064* NAVD 88     -       102.986  (meters)     337.88   (feet)  ADJUSTED  
 AJ1064  ___________________________________________________________________
 AJ1064  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AJ1064  DYNAMIC HT  -         102.821 (meters)     337.34  (feet)  COMP
 AJ1064  MODELED GRAV-     979,042.7   (mgal)                       NAVD 88
 AJ1064
 AJ1064  VERT ORDER  -  FIRST     CLASS II
 AJ1064
 AJ1064.The horizontal coordinates were scaled from a topographic map and have
 AJ1064.an estimated accuracy of +/- 6 seconds.
 AJ1064
 AJ1064.The orthometric height was determined by differential leveling
 AJ1064.and adjusted by the National Geodetic Survey in June 1991..
 AJ1064
 AJ1064.The geoid height was determined by GEOID03.
 AJ1064
 AJ1064.The dynamic height is computed by dividing the NAVD 88
 AJ1064.geopotential number by the normal gravity value computed on the
 AJ1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1064.degrees latitude (g = 980.6199 gals.).
 AJ1064
 AJ1064.The modeled gravity was interpolated from observed gravity values.
 AJ1064
 AJ1064;                    North         East    Units  Estimated Accuracy
 AJ1064;SPC TX S     - 5,151,130.      209,080.      MT  (+/- 180 meters Scaled)
 AJ1064
 AJ1064                          SUPERSEDED SURVEY CONTROL
 AJ1064
 AJ1064.No superseded survey control is available for this station.
 AJ1064
 AJ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ586895(NAD 83)
 AJ1064_MARKER: DB = BENCH MARK DISK
 AJ1064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ1064_SP_SET: HEADWALL
 AJ1064_STAMPING: W 1405 1981
 AJ1064_MARK LOGO: NGS   
 AJ1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1064
 AJ1064  HISTORY     - Date     Condition        Report By
 AJ1064  HISTORY     - 1981     MONUMENTED       NGS
 AJ1064
 AJ1064                          STATION DESCRIPTION
 AJ1064
 AJ1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1064'2.7 KM (1.7 MI) SE FROM SAN YGNACIO.
 AJ1064'2.7 KM (1.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1064'FARM ROAD 3169 AT SAN YGNACIO, SET IN THE TOP OF THE WEST HEADWALL OF
 AJ1064'A BOX CONCRETE CULVERT UNDER THE HIGHWAY, 8.8 METERS (29.0 FT) SOUTH
 AJ1064'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 METER (1.5 FT)
 AJ1064'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 AJ1064'THE MARK IS 0.62 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1235 ***********************************************************************
 AB1235  DESIGNATION -  W 1406
 AB1235  PID         -  AB1235
 AB1235  STATE/COUNTY-  TX/CAMERON
 AB1235  USGS QUAD   -  PORT ISABEL (1983)
 AB1235
 AB1235                         *CURRENT SURVEY CONTROL
 AB1235  ___________________________________________________________________
 AB1235* NAD 83(1986)-  26 04 27.     (N)    097 10 48.     (W)     SCALED    
 AB1235* NAVD 88     -         6.658  (meters)      21.84   (feet)  ADJUSTED  
 AB1235  ___________________________________________________________________
 AB1235  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB1235  DYNAMIC HT  -           6.648 (meters)      21.81  (feet)  COMP
 AB1235  MODELED GRAV-     979,068.5   (mgal)                       NAVD 88
 AB1235
 AB1235  VERT ORDER  -  FIRST     CLASS II
 AB1235
 AB1235.The horizontal coordinates were scaled from a topographic map and have
 AB1235.an estimated accuracy of +/- 6 seconds.
 AB1235
 AB1235.The orthometric height was determined by differential leveling
 AB1235.and adjusted by the National Geodetic Survey in June 1991..
 AB1235
 AB1235.The geoid height was determined by GEOID03.
 AB1235
 AB1235.The dynamic height is computed by dividing the NAVD 88
 AB1235.geopotential number by the normal gravity value computed on the
 AB1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1235.degrees latitude (g = 980.6199 gals.).
 AB1235
 AB1235.The modeled gravity was interpolated from observed gravity values.
 AB1235
 AB1235;                    North         East    Units  Estimated Accuracy
 AB1235;SPC TX S     - 5,045,840.      432,070.      MT  (+/- 180 meters Scaled)
 AB1235
 AB1235                          SUPERSEDED SURVEY CONTROL
 AB1235
 AB1235.No superseded survey control is available for this station.
 AB1235
 AB1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP820851(NAD 83)
 AB1235_MARKER: DB = BENCH MARK DISK
 AB1235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB1235_SP_SET: LARGE BRIDGE
 AB1235_STAMPING: W 1406 1982
 AB1235_MARK LOGO: NGS   
 AB1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1235
 AB1235  HISTORY     - Date     Condition        Report By
 AB1235  HISTORY     - 1982     MONUMENTED       NGS
 AB1235  HISTORY     - 19910411 GOOD             USPSQD
 AB1235  HISTORY     - 19930210 GOOD             USPSQD
 AB1235  HISTORY     - 20040222 GOOD             USPSQD
 AB1235
 AB1235                          STATION DESCRIPTION
 AB1235
 AB1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1235'3.3 KM (2.05 MI) SE FROM PORT ISABEL.
 AB1235'1 KM (0.6 MI) SOUTHEAST ALONG OLD STATE HIGHWAY 100 AND GARCIA STREET
 AB1235'FROM THE WEST END OF THE NEW STATE HIGHWAY 100 BRIDGE OVER QUEEN
 AB1235'ISABEL CAUSEWAY IN PORT ISABEL TO A DRAW BRIDGE, THENCE 1.3 KM
 AB1235'(0.8 MI) EAST ALONG OLD HIGHWAY 100 TO THE WEST END OF THE OLD
 AB1235'CAUSEWAY BRIDGE, THENCE 1.05 KM (0.65 MI) EAST ALONG THE OLD BRIDGE TO
 AB1235'A POINT WHERE THEY HAVE A CHAIN LINK FENCE ACROSS THE BRIDGE AND THEY
 AB1235'HAVE TAKEN A 15.2 METERS (50.0 FT) SPAND OUT OF THE BRIDGE FOR BOAT
 AB1235'TRAVEL, A STANDARD DISK IS SET IN TOP OF THE SOUTH CURB OF THE BRIDGE
 AB1235'BY A WATER LINE AND ON TOP OF THE FOURTH LARGEST PILLAR WEST OF THE
 AB1235'EAST END OF THE SPAND THAT HAS BEEN TAKEN OUT, 28.6 METERS (94.0 FT)
 AB1235'WEST SOUTHWEST OF THE EAST END OF THE OLD QUEEN ISABEL CAUSEWAY BRIDGE
 AB1235'AT A POINT WHERE THERE HAS A 15.2 METERS (50.0 FT) SECTION OF THE
 AB1235'BRIDGE TAKEN OUT FOR BOAT CROSSING, 4.4 METERS (14.5 FT) SOUTHEAST OF
 AB1235'THE CENTERLINE OF THE BRIDGE, AND 0.3 METER (1.0 FT) NORTH OF THE
 AB1235'CENTER OF THE WATER PIPE.
 AB1235'THE MARK IS 0.24 M ABOVE ROAD.
 AB1235
 AB1235                          STATION RECOVERY (1991)
 AB1235
 AB1235'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1235'RECOVERED IN GOOD CONDITION.
 AB1235
 AB1235                          STATION RECOVERY (1993)
 AB1235
 AB1235'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1235'RECOVERED IN GOOD CONDITION.
 AB1235
 AB1235                          STATION RECOVERY (2004)
 AB1235
 AB1235'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLL)
 AB1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1278 ***********************************************************************
 AB1278  DESIGNATION -  W 1407
 AB1278  PID         -  AB1278
 AB1278  STATE/COUNTY-  TX/KENEDY
 AB1278  USGS QUAD   -  YTURRIA (1982)
 AB1278
 AB1278                         *CURRENT SURVEY CONTROL
 AB1278  ___________________________________________________________________
 AB1278* NAD 83(1986)-  26 35 52.     (N)    097 46 02.     (W)     SCALED    
 AB1278* NAVD 88     -         9.048  (meters)      29.68   (feet)  ADJUSTED  
 AB1278  ___________________________________________________________________
 AB1278  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AB1278  DYNAMIC HT  -           9.034 (meters)      29.64  (feet)  COMP
 AB1278  MODELED GRAV-     979,055.5   (mgal)                       NAVD 88
 AB1278
 AB1278  VERT ORDER  -  FIRST     CLASS II
 AB1278
 AB1278.The horizontal coordinates were scaled from a topographic map and have
 AB1278.an estimated accuracy of +/- 6 seconds.
 AB1278
 AB1278.The orthometric height was determined by differential leveling
 AB1278.and adjusted by the National Geodetic Survey in June 1991..
 AB1278
 AB1278.The geoid height was determined by GEOID03.
 AB1278
 AB1278.The dynamic height is computed by dividing the NAVD 88
 AB1278.geopotential number by the normal gravity value computed on the
 AB1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1278.degrees latitude (g = 980.6199 gals.).
 AB1278
 AB1278.The modeled gravity was interpolated from observed gravity values.
 AB1278
 AB1278;                    North         East    Units  Estimated Accuracy
 AB1278;SPC TX S     - 5,103,370.      372,980.      MT  (+/- 180 meters Scaled)
 AB1278
 AB1278                          SUPERSEDED SURVEY CONTROL
 AB1278
 AB1278.No superseded survey control is available for this station.
 AB1278
 AB1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ227424(NAD 83)
 AB1278_MARKER: I = METAL ROD
 AB1278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1278_SP_SET: STAINLESS STEEL ROD
 AB1278_STAMPING: W 1407 1981
 AB1278_MARK LOGO: NGS   
 AB1278_PROJECTION: RECESSED 4 CENTIMETERS
 AB1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1278_ROD/PIPE-DEPTH: 9.7  meters
 AB1278
 AB1278  HISTORY     - Date     Condition        Report By
 AB1278  HISTORY     - 1981     MONUMENTED       NGS
 AB1278
 AB1278                          STATION DESCRIPTION
 AB1278
 AB1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1278'13.3 KM (8.3 MI) NORTH FROM RAYMONDVILLE.
 AB1278'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1278'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 8.2 KM (5.1 MI) NORTH
 AB1278'ALONG U.S. HIGHWAY 77 AT A PAVED ROAD AND PRIVATE ENTRANCE LEADING
 AB1278'WEST INTO THE THOMAS RANCH, 7.3 METERS (24.0 FT) SOUTH OF THE CENTER
 AB1278'OF THE ASPHALT ROAD LEADING WEST, 0.9 METER (3.0 FT) WEST OF A LARGE
 AB1278'CORNER FENCE POST, 16.4 METERS (54.0 FT) SOUTHEAST OF THE CENTER OF A
 AB1278'DOUBLE PIPE AND ROD GATE (ENTRANCE TO THOMAS RANCH), 14.7 METERS
 AB1278'(13.0 FT) EAST OF A GAS PIPELINE VENT PIPE PROJECTING 0.6 METER
 AB1278'(2.0 FT).
 AB1278'THE MARK IS 1.5 METERS  NW FROM A WITNESS POST.
 AB1278'THE MARK IS 0.6 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1302 ***********************************************************************
 AB1302  DESIGNATION -  W 1408
 AB1302  PID         -  AB1302
 AB1302  STATE/COUNTY-  TX/CAMERON
 AB1302  USGS QUAD   -  HARLINGEN (1983)
 AB1302
 AB1302                         *CURRENT SURVEY CONTROL
 AB1302  ___________________________________________________________________
 AB1302* NAD 83(1986)-  26 11 53.     (N)    097 40 46.     (W)     SCALED    
 AB1302* NAVD 88     -        11.479  (meters)      37.66   (feet)  ADJUSTED  
 AB1302  ___________________________________________________________________
 AB1302  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AB1302  DYNAMIC HT  -          11.460 (meters)      37.60  (feet)  COMP
 AB1302  MODELED GRAV-     979,035.9   (mgal)                       NAVD 88
 AB1302
 AB1302  VERT ORDER  -  FIRST     CLASS II
 AB1302
 AB1302.The horizontal coordinates were scaled from a topographic map and have
 AB1302.an estimated accuracy of +/- 6 seconds.
 AB1302
 AB1302.The orthometric height was determined by differential leveling
 AB1302.and adjusted by the National Geodetic Survey in June 1991..
 AB1302
 AB1302.The geoid height was determined by GEOID03.
 AB1302
 AB1302.The dynamic height is computed by dividing the NAVD 88
 AB1302.geopotential number by the normal gravity value computed on the
 AB1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1302.degrees latitude (g = 980.6199 gals.).
 AB1302
 AB1302.The modeled gravity was interpolated from observed gravity values.
 AB1302
 AB1302;                    North         East    Units  Estimated Accuracy
 AB1302;SPC TX S     - 5,059,140.      382,010.      MT  (+/- 180 meters Scaled)
 AB1302
 AB1302                          SUPERSEDED SURVEY CONTROL
 AB1302
 AB1302.No superseded survey control is available for this station.
 AB1302
 AB1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP319982(NAD 83)
 AB1302_MARKER: I = METAL ROD
 AB1302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1302_SP_SET: STAINLESS STEEL ROD
 AB1302_STAMPING: W 1408 1981
 AB1302_MARK LOGO: NGS   
 AB1302_PROJECTION: FLUSH
 AB1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1302_ROD/PIPE-DEPTH: 9.7  meters
 AB1302
 AB1302  HISTORY     - Date     Condition        Report By
 AB1302  HISTORY     - 1981     MONUMENTED       NGS
 AB1302  HISTORY     - 19910416 GOOD             USPSQD
 AB1302  HISTORY     - 19930212 GOOD             USPSQD
 AB1302  HISTORY     - 20040126 POOR             GEOCAC
 AB1302
 AB1302                          STATION DESCRIPTION
 AB1302
 AB1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1302'IN HARLINGEN.
 AB1302'1.4 KM (0.9 MI) EAST ALONG EAST TYLER AVENUE FROM THE CITY HALL IN
 AB1302'HARLINGEN, THENCE 0.8 KM (0.5 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77
 AB1302'ROUTE AND SUNSHINE STRIP AT THE JUNCTION OF WASHINGTON AVENUE,
 AB1302'9.9 METERS (32.5 FT) EAST OF THE CENTERLINE OF FARM ROAD 507,
 AB1302'13.7 METERS (45.0 FT) SOUTH OF THE CENTER OF WASHINGTON AVENUE,
 AB1302'4.8 METERS (16.0 FT) NORTH OF A TELEPHONE POLE WITH ONE CABLE RUNNING
 AB1302'NORTH AND SOUTH, 35.0 METERS (115.0 FT) SOUTH SOUTHWEST AND ACROSS THE
 AB1302'STREET FROM A ST. PAUL LUTHERAN CHURCH AND SCHOOL SIGN, 4.5 METERS
 AB1302'(15.0 FT) SOUTH OF A POWER LINE POLE, AND 3.0 METERS (10.0 FT) EAST OF
 AB1302'THE EAST CURB OF FARM ROAD 507.
 AB1302'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 AB1302'THE MARK IS 0.3 M ABOVE FARM ROAD 507.
 AB1302
 AB1302                          STATION RECOVERY (1991)
 AB1302
 AB1302'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1302'RECOVERED IN GOOD CONDITION.
 AB1302
 AB1302                          STATION RECOVERY (1993)
 AB1302
 AB1302'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1302'RECOVERED IN GOOD CONDITION.
 AB1302
 AB1302                          STATION RECOVERY (2004)
 AB1302
 AB1302'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1302'COVER IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1677 ***********************************************************************
 AE1677  DESIGNATION -  W 1409 RESET
 AE1677  PID         -  AE1677
 AE1677  STATE/COUNTY-  TX/HIDALGO
 AE1677  USGS QUAD   -  MISSION (1983)
 AE1677
 AE1677                         *CURRENT SURVEY CONTROL
 AE1677  ___________________________________________________________________
 AE1677* NAD 83(1986)-  26 12 54.     (N)    098 18 29.     (W)     SCALED    
 AE1677* NAVD 88     -        40.82   (meters)     133.9    (feet)  RESET     
 AE1677  ___________________________________________________________________
 AE1677  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE1677
 AE1677  VERT ORDER  -  THIRD
 AE1677
 AE1677.The horizontal coordinates were scaled from a topographic map and have
 AE1677.an estimated accuracy of +/- 6 seconds.
 AE1677
 AE1677.The orthometric height was computed from unverified reset data.
 AE1677
 AE1677.The geoid height was determined by GEOID03.
 AE1677
 AE1677;                    North         East    Units  Estimated Accuracy
 AE1677;SPC TX S     - 5,060,770.      319,180.      MT  (+/- 180 meters Scaled)
 AE1677
 AE1677                          SUPERSEDED SURVEY CONTROL
 AE1677
 AE1677.No superseded survey control is available for this station.
 AE1677
 AE1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP691996(NAD 83)
 AE1677_MARKER: DV = VERTICAL CONTROL DISK
 AE1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1677_SP_SET: CONCRETE POST
 AE1677_STAMPING: W 1409 RESET 1989
 AE1677_MARK LOGO: NGS   
 AE1677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1677+STABILITY: SURFACE MOTION
 AE1677
 AE1677  HISTORY     - Date     Condition        Report By
 AE1677  HISTORY     - 1989     MONUMENTED       LOCENG
 AE1677
 AE1677                          STATION DESCRIPTION
 AE1677
 AE1677'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 AE1677'FROM THE INTERSECTION OF THE CENTERLINE OF BRYAN ROAD AND OAK STREET
 AE1677'ALONG BRYAN ROAD SOUTH 14.0 M (45.9 FT) FROM THE CENTERLINE OF OAK
 AE1677'STREET AND 98.30 M (322.51 FT) EAST FROM THE CENTERLINE OF BRYAN ROAD
 AE1677'TO SITE OF BENCH MARK, MARK IS 1.1 M (3.6 FT) OF THE BACK OF CURB OF
 AE1677'A 13.5 M (44.3 FT) DIAMETER ISLAND IN BRYAN SCHOOL GROUNDS
 AE1677'AND IS 15.8 M (51.8 FT) WEST OF THE SOUTHMOST BUILDING, 6.5 M
 AE1677'(21.3 FT) FROM ITS SOUTHWEST  CORNER ALSO 5.5 M (18.0 FT) NORTH
 AE1677'OF FLAG POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0353 ***********************************************************************
 DP0353  DESIGNATION -  W 141
 DP0353  PID         -  DP0353
 DP0353  STATE/COUNTY-  TX/LUBBOCK
 DP0353  USGS QUAD   -  IDALOU (1975)
 DP0353
 DP0353                         *CURRENT SURVEY CONTROL
 DP0353  ___________________________________________________________________
 DP0353* NAD 83(1986)-  33 43 32.     (N)    101 41 07.     (W)     SCALED    
 DP0353* NAVD 88     -       985.096  (meters)    3231.94   (feet)  POSTED    
 DP0353  ___________________________________________________________________
 DP0353  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DP0353  DYNAMIC HT  -         983.830 (meters)    3227.78  (feet)  COMP
 DP0353  MODELED GRAV-     979,318.2   (mgal)                       NAVD 88
 DP0353
 DP0353  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DP0353
 DP0353.The horizontal coordinates were scaled from a topographic map and have
 DP0353.an estimated accuracy of +/- 6 seconds.
 DP0353
 DP0353.The orthometric height was determined by differential leveling
 DP0353.and adjusted by the National Geodetic Survey in 1992..
 DP0353.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DP0353.rate of 0.0 thru 1.0 mm/km.
 DP0353
 DP0353.The geoid height was determined by GEOID03.
 DP0353
 DP0353.The dynamic height is computed by dividing the NAVD 88
 DP0353.geopotential number by the normal gravity value computed on the
 DP0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0353.degrees latitude (g = 980.6199 gals.).
 DP0353
 DP0353.The modeled gravity was interpolated from observed gravity values.
 DP0353
 DP0353;                    North         East    Units  Estimated Accuracy
 DP0353;SPC TXNC     - 2,232,790.      304,850.      MT  (+/- 180 meters Scaled)
 DP0353
 DP0353                          SUPERSEDED SURVEY CONTROL
 DP0353
 DP0353  NGVD 29 (??/??/92)  984.715  (m)         3230.69   (f) ADJ UNCH    1 2
 DP0353
 DP0353.Superseded values are not recommended for survey control.
 DP0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0353.See file dsdata.txt to determine how the superseded data were derived.
 DP0353
 DP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC511349(NAD 83)
 DP0353_MARKER: DB = BENCH MARK DISK
 DP0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0353_STAMPING: 3230.686 W 141 1933
 DP0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0353+STABILITY: SURFACE MOTION
 DP0353
 DP0353  HISTORY     - Date     Condition        Report By
 DP0353  HISTORY     - 1933     MONUMENTED       CGS
 DP0353  HISTORY     - 1964     MARK NOT FOUND   NGS
 DP0353
 DP0353                          STATION DESCRIPTION
 DP0353
 DP0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DP0353'16.2 MI NE FROM LUBBOCK.
 DP0353'16.2 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0353'THE STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 4.1 MILES SOUTH OF THE
 DP0353'STATION SIGNBOARD AT BECTON, ABOUT 41 RAILS SOUTH OF MILEPOST L 344,
 DP0353'AT STATION 5660+13 (MILEAGE 344.25), ABOUT 4-1/2 RAILS SOUTH OF A
 DP0353'PUBLIC-ROAD CROSSING, ABOUT 45 FEET EAST OF THE TRACK, AND 1 FOOT WEST
 DP0353'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3230.686 W 141
 DP0353'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 DP0353'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0636 ***********************************************************************
 CC0636  DESIGNATION -  W 1410
 CC0636  PID         -  CC0636
 CC0636  STATE/COUNTY-  TX/PECOS
 CC0636  USGS QUAD   -  DIAMOND Y SPRING (1974)
 CC0636
 CC0636                         *CURRENT SURVEY CONTROL
 CC0636  ___________________________________________________________________
 CC0636* NAD 83(1986)-  31 02 22.     (N)    102 53 11.     (W)     SCALED    
 CC0636* NAVD 88     -       826.548  (meters)    2711.77   (feet)  ADJUSTED  
 CC0636  ___________________________________________________________________
 CC0636  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 CC0636  DYNAMIC HT  -         825.325 (meters)    2707.75  (feet)  COMP
 CC0636  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 CC0636
 CC0636  VERT ORDER  -  FIRST     CLASS II
 CC0636
 CC0636.The horizontal coordinates were scaled from a topographic map and have
 CC0636.an estimated accuracy of +/- 6 seconds.
 CC0636
 CC0636.The orthometric height was determined by differential leveling
 CC0636.and adjusted by the National Geodetic Survey in June 1991..
 CC0636
 CC0636.The geoid height was determined by GEOID03.
 CC0636
 CC0636.The dynamic height is computed by dividing the NAVD 88
 CC0636.geopotential number by the normal gravity value computed on the
 CC0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0636.degrees latitude (g = 980.6199 gals.).
 CC0636
 CC0636.The modeled gravity was interpolated from observed gravity values.
 CC0636
 CC0636;                    North         East    Units  Estimated Accuracy
 CC0636;SPC TX C     - 3,154,980.      456,320.      MT  (+/- 180 meters Scaled)
 CC0636
 CC0636                          SUPERSEDED SURVEY CONTROL
 CC0636
 CC0636.No superseded survey control is available for this station.
 CC0636
 CC0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ017358(NAD 83)
 CC0636_MARKER: I = METAL ROD
 CC0636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0636_SP_SET: STAINLESS STEEL ROD
 CC0636_STAMPING: W 1410 1981
 CC0636_MARK LOGO: NGS   
 CC0636_PROJECTION: FLUSH
 CC0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0636_ROD/PIPE-DEPTH: 6.4  meters
 CC0636
 CC0636  HISTORY     - Date     Condition        Report By
 CC0636  HISTORY     - 1981     MONUMENTED       NGS
 CC0636
 CC0636                          STATION DESCRIPTION
 CC0636
 CC0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0636'16.1 KM (10.0 MI) NORTH FROM FORT STOCKTON.
 CC0636'16.1 KM (10.0 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0636'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, 0.1 KM (0.05 MI)
 CC0636'SOUTH OF THE SOUTH 1 OF 2 HIGHWAY BRIDGES, 68.0 METERS (223.0 FT)
 CC0636'SOUTH OF A T-FENCE CORNER AND 17.9 METERS (58.7 FT) EAST OF THE
 CC0636'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CC0636'A 5-INCH LOGO CAP.
 CC0636'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CC0636'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0607 ***********************************************************************
 BP0607  DESIGNATION -  W 1411
 BP0607  PID         -  BP0607
 BP0607  STATE/COUNTY-  TX/PECOS
 BP0607  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0607
 BP0607                         *CURRENT SURVEY CONTROL
 BP0607  ___________________________________________________________________
 BP0607* NAD 83(1986)-  30 42 39.     (N)    102 44 03.     (W)     SCALED    
 BP0607* NAVD 88     -      1013.096  (meters)    3323.80   (feet)  ADJUSTED  
 BP0607  ___________________________________________________________________
 BP0607  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 BP0607  DYNAMIC HT  -        1011.518 (meters)    3318.62  (feet)  COMP
 BP0607  MODELED GRAV-     979,049.1   (mgal)                       NAVD 88
 BP0607
 BP0607  VERT ORDER  -  FIRST     CLASS II
 BP0607
 BP0607.The horizontal coordinates were scaled from a topographic map and have
 BP0607.an estimated accuracy of +/- 6 seconds.
 BP0607
 BP0607.The orthometric height was determined by differential leveling
 BP0607.and adjusted by the National Geodetic Survey in June 1991..
 BP0607
 BP0607.The geoid height was determined by GEOID03.
 BP0607
 BP0607.The dynamic height is computed by dividing the NAVD 88
 BP0607.geopotential number by the normal gravity value computed on the
 BP0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0607.degrees latitude (g = 980.6199 gals.).
 BP0607
 BP0607.The modeled gravity was interpolated from observed gravity values.
 BP0607
 BP0607;                    North         East    Units  Estimated Accuracy
 BP0607;SPC TX C     - 3,118,230.      470,060.      MT  (+/- 180 meters Scaled)
 BP0607
 BP0607                          SUPERSEDED SURVEY CONTROL
 BP0607
 BP0607.No superseded survey control is available for this station.
 BP0607
 BP0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP169997(NAD 83)
 BP0607_MARKER: I = METAL ROD
 BP0607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0607_SP_SET: STAINLESS STEEL ROD
 BP0607_STAMPING: W 1411 1981
 BP0607_MARK LOGO: NGS   
 BP0607_PROJECTION: FLUSH
 BP0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0607_ROD/PIPE-DEPTH: 6.7  meters
 BP0607
 BP0607  HISTORY     - Date     Condition        Report By
 BP0607  HISTORY     - 1981     MONUMENTED       NGS
 BP0607
 BP0607                          STATION DESCRIPTION
 BP0607
 BP0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0607'25.0 KM (15.55 MI) SE FROM FORT STOCKTON.
 BP0607'25.0 KM (15.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0607'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON AND 27.1 METERS
 BP0607'(88.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 BP0607'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0607'THE MARK IS 0.4 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0607'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0386 ***********************************************************************
 BA0386  DESIGNATION -  W 1412
 BA0386  PID         -  BA0386
 BA0386  STATE/COUNTY-  TX/TERRELL
 BA0386  USGS QUAD   -  BALCON CREEK (1983)
 BA0386
 BA0386                         *CURRENT SURVEY CONTROL
 BA0386  ___________________________________________________________________
 BA0386* NAD 83(1986)-  29 58 14.     (N)    102 00 54.     (W)     SCALED    
 BA0386* NAVD 88     -       603.237  (meters)    1979.12   (feet)  ADJUSTED  
 BA0386  ___________________________________________________________________
 BA0386  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 BA0386  DYNAMIC HT  -         602.332 (meters)    1976.15  (feet)  COMP
 BA0386  MODELED GRAV-     979,123.1   (mgal)                       NAVD 88
 BA0386
 BA0386  VERT ORDER  -  FIRST     CLASS II
 BA0386
 BA0386.The horizontal coordinates were scaled from a topographic map and have
 BA0386.an estimated accuracy of +/- 6 seconds.
 BA0386
 BA0386.The orthometric height was determined by differential leveling
 BA0386.and adjusted by the National Geodetic Survey in June 1991..
 BA0386
 BA0386.The geoid height was determined by GEOID03.
 BA0386
 BA0386.The dynamic height is computed by dividing the NAVD 88
 BA0386.geopotential number by the normal gravity value computed on the
 BA0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0386.degrees latitude (g = 980.6199 gals.).
 BA0386
 BA0386.The modeled gravity was interpolated from observed gravity values.
 BA0386
 BA0386;                    North         East    Units  Estimated Accuracy
 BA0386;SPC TXSC     - 4,240,620.      309,060.      MT  (+/- 180 meters Scaled)
 BA0386
 BA0386                          SUPERSEDED SURVEY CONTROL
 BA0386
 BA0386.No superseded survey control is available for this station.
 BA0386
 BA0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP880192(NAD 83)
 BA0386_MARKER: DB = BENCH MARK DISK
 BA0386_SETTING: 66 = SET IN ROCK OUTCROP
 BA0386_SP_SET: ROCK OUTCROP
 BA0386_STAMPING: W 1412 1981
 BA0386_MARK LOGO: NGS   
 BA0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0386+STABILITY: POSITION/ELEVATION WELL
 BA0386
 BA0386  HISTORY     - Date     Condition        Report By
 BA0386  HISTORY     - 1981     MONUMENTED       NGS
 BA0386
 BA0386                          STATION DESCRIPTION
 BA0386
 BA0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BA0386'13.3 KM (8.25 MI) SE FROM DRYDEN.
 BA0386'13.3 KM (8.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BA0386'IN DRYDEN, IN A 4 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 14.8
 BA0386'METERS (48.5 FT) NORTHEAST OF A FENCE AND 8.8 METERS (28.9 FT)
 BA0386'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BA0386'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BA0386'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0447 ***********************************************************************
 AZ0447  DESIGNATION -  W 1414
 AZ0447  PID         -  AZ0447
 AZ0447  STATE/COUNTY-  TX/VAL VERDE
 AZ0447  USGS QUAD   -  DEL RIO NW (1972)
 AZ0447
 AZ0447                         *CURRENT SURVEY CONTROL
 AZ0447  ___________________________________________________________________
 AZ0447* NAD 83(1986)-  29 26 48.     (N)    100 55 19.     (W)     SCALED    
 AZ0447* NAVD 88     -       344.032  (meters)    1128.71   (feet)  ADJUSTED  
 AZ0447  ___________________________________________________________________
 AZ0447  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0447  DYNAMIC HT  -         343.532 (meters)    1127.07  (feet)  COMP
 AZ0447  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AZ0447
 AZ0447  VERT ORDER  -  FIRST     CLASS II
 AZ0447
 AZ0447.The horizontal coordinates were scaled from a topographic map and have
 AZ0447.an estimated accuracy of +/- 6 seconds.
 AZ0447
 AZ0447.The orthometric height was determined by differential leveling
 AZ0447.and adjusted by the National Geodetic Survey in June 1991..
 AZ0447
 AZ0447.The geoid height was determined by GEOID03.
 AZ0447
 AZ0447.The dynamic height is computed by dividing the NAVD 88
 AZ0447.geopotential number by the normal gravity value computed on the
 AZ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0447.degrees latitude (g = 980.6199 gals.).
 AZ0447
 AZ0447.The modeled gravity was interpolated from observed gravity values.
 AZ0447
 AZ0447;                    North         East    Units  Estimated Accuracy
 AZ0447;SPC TXSC     - 4,180,330.      413,570.      MT  (+/- 180 meters Scaled)
 AZ0447
 AZ0447                          SUPERSEDED SURVEY CONTROL
 AZ0447
 AZ0447.No superseded survey control is available for this station.
 AZ0447
 AZ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT135590(NAD 83)
 AZ0447_MARKER: DB = BENCH MARK DISK
 AZ0447_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0447_SP_SET: ROCK OUTCROP
 AZ0447_STAMPING: W 1414 1981
 AZ0447_MARK LOGO: NGS   
 AZ0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0447+STABILITY: POSITION/ELEVATION WELL
 AZ0447
 AZ0447  HISTORY     - Date     Condition        Report By
 AZ0447  HISTORY     - 1981     MONUMENTED       NGS
 AZ0447  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0447
 AZ0447                          STATION DESCRIPTION
 AZ0447
 AZ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0447'2.3 KM (1.45 MI) NW FROM DEL RIO.
 AZ0447'2.3 KM (1.45 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0447'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN A 3 BY 3 FT HIGHWAY CUT,
 AZ0447'20.5 METERS (67.3 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING
 AZ0447'EAST-NORTHEAST, 20.6 METERS (67.6 FT) NORTHEAST OF THE CENTER OF THE
 AZ0447'HIGHWAY, 10.7 METERS (35.1 FT) NORTH OF THE NORTH GATE POST OF A
 AZ0447'WOODEN GATE AND 10.7 METERS (35.1 FT) SOUTH OF A UTILITY POLE.
 AZ0447'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 AZ0447'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0447
 AZ0447                          STATION RECOVERY (1999)
 AZ0447
 AZ0447'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0422 ***********************************************************************
 AZ0422  DESIGNATION -  W 1415
 AZ0422  PID         -  AZ0422
 AZ0422  STATE/COUNTY-  TX/VAL VERDE
 AZ0422  USGS QUAD   -  COMSTOCK (1972)
 AZ0422
 AZ0422                         *CURRENT SURVEY CONTROL
 AZ0422  ___________________________________________________________________
 AZ0422* NAD 83(1986)-  29 42 02.     (N)    101 12 07.     (W)     SCALED    
 AZ0422* NAVD 88     -       478.010  (meters)    1568.27   (feet)  ADJUSTED  
 AZ0422  ___________________________________________________________________
 AZ0422  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0422  DYNAMIC HT  -         477.310 (meters)    1565.97  (feet)  COMP
 AZ0422  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 AZ0422
 AZ0422  VERT ORDER  -  FIRST     CLASS II
 AZ0422
 AZ0422.The horizontal coordinates were scaled from a topographic map and have
 AZ0422.an estimated accuracy of +/- 6 seconds.
 AZ0422
 AZ0422.The orthometric height was determined by differential leveling
 AZ0422.and adjusted by the National Geodetic Survey in June 1991..
 AZ0422
 AZ0422.The geoid height was determined by GEOID03.
 AZ0422
 AZ0422.The dynamic height is computed by dividing the NAVD 88
 AZ0422.geopotential number by the normal gravity value computed on the
 AZ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0422.degrees latitude (g = 980.6199 gals.).
 AZ0422
 AZ0422.The modeled gravity was interpolated from observed gravity values.
 AZ0422
 AZ0422;                    North         East    Units  Estimated Accuracy
 AZ0422;SPC TXSC     - 4,208,950.      386,950.      MT  (+/- 180 meters Scaled)
 AZ0422
 AZ0422                          SUPERSEDED SURVEY CONTROL
 AZ0422
 AZ0422.No superseded survey control is available for this station.
 AZ0422
 AZ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT869876(NAD 83)
 AZ0422_MARKER: DB = BENCH MARK DISK
 AZ0422_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0422_SP_SET: ROCK OUTCROP
 AZ0422_STAMPING: W 1415 1981
 AZ0422_MARK LOGO: NGS   
 AZ0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0422+STABILITY: POSITION/ELEVATION WELL
 AZ0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0422+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0422
 AZ0422  HISTORY     - Date     Condition        Report By
 AZ0422  HISTORY     - 1981     MONUMENTED       NGS
 AZ0422  HISTORY     - 19990119 GOOD             USPSQD
 AZ0422  HISTORY     - 20030425 GOOD             USPSQD
 AZ0422
 AZ0422                          STATION DESCRIPTION
 AZ0422
 AZ0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0422'3.2 KM (2.0 MI) NW FROM COMSTOCK.
 AZ0422'3.2 KM (2.0 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH
 AZ0422'STATE HIGHWAY 163 IN COMSTOCK, IN A 2 BY 2 FT EXPOSED AREA OF
 AZ0422'OUTCROPPING BEDROCK, 31.7 METERS (104.0 FT) WEST-SOUTHWEST OF A
 AZ0422'UTILITY POLE, 17.6 METERS (57.7 FT) NORTH-NORTHEAST OF THE CENTERLINE
 AZ0422'OF THE HIGHWAY AND 2.2 METERS (7.2 FT) NORTH-NORTHEAST OF A FENCE.
 AZ0422'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 AZ0422'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 AZ0422
 AZ0422                          STATION RECOVERY (1999)
 AZ0422
 AZ0422'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0422'RECOVERED IN GOOD CONDITION.
 AZ0422
 AZ0422                          STATION RECOVERY (2003)
 AZ0422
 AZ0422'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0670 ***********************************************************************
 BP0670  DESIGNATION -  W 1416
 BP0670  PID         -  BP0670
 BP0670  STATE/COUNTY-  TX/PECOS
 BP0670  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0670
 BP0670                         *CURRENT SURVEY CONTROL
 BP0670  ___________________________________________________________________
 BP0670* NAD 83(1986)-  30 53 36.     (N)    102 51 50.     (W)     SCALED    
 BP0670* NAVD 88     -       892.495  (meters)    2928.13   (feet)  ADJUSTED  
 BP0670  ___________________________________________________________________
 BP0670  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0670  DYNAMIC HT  -         891.139 (meters)    2923.68  (feet)  COMP
 BP0670  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 BP0670
 BP0670  VERT ORDER  -  FIRST     CLASS II
 BP0670
 BP0670.The horizontal coordinates were scaled from a topographic map and have
 BP0670.an estimated accuracy of +/- 6 seconds.
 BP0670
 BP0670.The orthometric height was determined by differential leveling
 BP0670.and adjusted by the National Geodetic Survey in June 1991..
 BP0670
 BP0670.The geoid height was determined by GEOID03.
 BP0670
 BP0670.The dynamic height is computed by dividing the NAVD 88
 BP0670.geopotential number by the normal gravity value computed on the
 BP0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0670.degrees latitude (g = 980.6199 gals.).
 BP0670
 BP0670.The modeled gravity was interpolated from observed gravity values.
 BP0670
 BP0670;                    North         East    Units  Estimated Accuracy
 BP0670;SPC TX C     - 3,138,730.      458,100.      MT  (+/- 180 meters Scaled)
 BP0670
 BP0670                          SUPERSEDED SURVEY CONTROL
 BP0670
 BP0670.No superseded survey control is available for this station.
 BP0670
 BP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ041197(NAD 83)
 BP0670_MARKER: I = METAL ROD
 BP0670_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0670+WITH SETTING: INFORMATION.
 BP0670_SP_SET: SHALLOW SET METAL ROD
 BP0670_STAMPING: W 1416 1981
 BP0670_MARK LOGO: NGS   
 BP0670_PROJECTION: FLUSH
 BP0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0670+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 BP0670_ROD/PIPE-DEPTH: 2.4  meters
 BP0670
 BP0670  HISTORY     - Date     Condition        Report By
 BP0670  HISTORY     - 1981     MONUMENTED       NGS
 BP0670  HISTORY     - 20030826 GOOD             USPSQD
 BP0670
 BP0670                          STATION DESCRIPTION
 BP0670
 BP0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0670'0.9 KM (0.55 MI) EAST FROM FORT STOCKTON.
 BP0670'0.9 KM (0.55 MI) EAST ALONG U.S. HIGHWAY 67, 290 AND 385 FROM ITS
 BP0670'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, 44.3 METERS (145.3
 BP0670'FT) NORTH OF THE CENTER OF THE HIGHWAY, 5.6 METERS (18.4 FT) WEST OF
 BP0670'THE CENTER OF A PAVED ROAD LEADING NORTH AND 4.1 METERS (14.0 FT) EAST
 BP0670'OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM IS THROUGH A 5-INCH LOGO
 BP0670'CAP.
 BP0670'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0670'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BP0670
 BP0670                          STATION RECOVERY (2003)
 BP0670
 BP0670'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0627 ***********************************************************************
 BP0627  DESIGNATION -  W 1417
 BP0627  PID         -  BP0627
 BP0627  STATE/COUNTY-  TX/PECOS
 BP0627  USGS QUAD   -  BIG CANYON RANCH NW (1969)
 BP0627
 BP0627                         *CURRENT SURVEY CONTROL
 BP0627  ___________________________________________________________________
 BP0627* NAD 83(1986)-  30 27 12.     (N)    102 28 25.     (W)     SCALED    
 BP0627* NAVD 88     -       974.047  (meters)    3195.69   (feet)  ADJUSTED  
 BP0627  ___________________________________________________________________
 BP0627  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BP0627  DYNAMIC HT  -         972.531 (meters)    3190.71  (feet)  COMP
 BP0627  MODELED GRAV-     979,052.1   (mgal)                       NAVD 88
 BP0627
 BP0627  VERT ORDER  -  FIRST     CLASS II
 BP0627
 BP0627.The horizontal coordinates were scaled from a topographic map and have
 BP0627.an estimated accuracy of +/- 6 seconds.
 BP0627
 BP0627.The orthometric height was determined by differential leveling
 BP0627.and adjusted by the National Geodetic Survey in June 1991..
 BP0627
 BP0627.The geoid height was determined by GEOID03.
 BP0627
 BP0627.The dynamic height is computed by dividing the NAVD 88
 BP0627.geopotential number by the normal gravity value computed on the
 BP0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0627.degrees latitude (g = 980.6199 gals.).
 BP0627
 BP0627.The modeled gravity was interpolated from observed gravity values.
 BP0627
 BP0627;                    North         East    Units  Estimated Accuracy
 BP0627;SPC TX C     - 3,089,180.      494,470.      MT  (+/- 180 meters Scaled)
 BP0627
 BP0627                          SUPERSEDED SURVEY CONTROL
 BP0627
 BP0627.No superseded survey control is available for this station.
 BP0627
 BP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP425717(NAD 83)
 BP0627_MARKER: I = METAL ROD
 BP0627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0627_SP_SET: STAINLESS STEEL ROD
 BP0627_STAMPING: W 1417 1981
 BP0627_MARK LOGO: NGS   
 BP0627_PROJECTION: FLUSH
 BP0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0627_ROD/PIPE-DEPTH: 4.6  meters
 BP0627
 BP0627  HISTORY     - Date     Condition        Report By
 BP0627  HISTORY     - 1981     MONUMENTED       NGS
 BP0627
 BP0627                          STATION DESCRIPTION
 BP0627
 BP0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0627'38.3 KM (23.8 MI) NORTH FROM SANDERSON.
 BP0627'38.3 KM (23.8 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0627'WITH U.S. HIGHWAY 90 IN SANDERSON, 18.6 METERS (61.0 FT)
 BP0627'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 14.3 METERS
 BP0627'(46.9 FT) NORTHEAST OF A HIGHWAY INFORMATION SIGN (DRIVE FRIENDLY).
 BP0627'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0627'THE MARK IS 0.3 METERS  SSW FROM  A FENCE AND WITNESS POST
 BP0627'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0394 ***********************************************************************
 AZ0394  DESIGNATION -  W 1418
 AZ0394  PID         -  AZ0394
 AZ0394  STATE/COUNTY-  TX/VAL VERDE
 AZ0394  USGS QUAD   -  RAMSEY CANYON (1980)
 AZ0394
 AZ0394                         *CURRENT SURVEY CONTROL
 AZ0394  ___________________________________________________________________
 AZ0394* NAD 83(1986)-  29 51 10.     (N)    101 41 20.     (W)     SCALED    
 AZ0394* NAVD 88     -       515.967  (meters)    1692.80   (feet)  ADJUSTED  
 AZ0394  ___________________________________________________________________
 AZ0394  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AZ0394  DYNAMIC HT  -         515.170 (meters)    1690.19  (feet)  COMP
 AZ0394  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 AZ0394
 AZ0394  VERT ORDER  -  FIRST     CLASS II
 AZ0394
 AZ0394.The horizontal coordinates were scaled from a topographic map and have
 AZ0394.an estimated accuracy of +/- 6 seconds.
 AZ0394
 AZ0394.The orthometric height was determined by differential leveling
 AZ0394.and adjusted by the National Geodetic Survey in June 1991..
 AZ0394
 AZ0394.The geoid height was determined by GEOID03.
 AZ0394
 AZ0394.The dynamic height is computed by dividing the NAVD 88
 AZ0394.geopotential number by the normal gravity value computed on the
 AZ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0394.degrees latitude (g = 980.6199 gals.).
 AZ0394
 AZ0394.The modeled gravity was interpolated from observed gravity values.
 AZ0394
 AZ0394;                    North         East    Units  Estimated Accuracy
 AZ0394;SPC TXSC     - 4,226,800.      340,230.      MT  (+/- 180 meters Scaled)
 AZ0394
 AZ0394                          SUPERSEDED SURVEY CONTROL
 AZ0394
 AZ0394.No superseded survey control is available for this station.
 AZ0394
 AZ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU402055(NAD 83)
 AZ0394_MARKER: DB = BENCH MARK DISK
 AZ0394_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0394_SP_SET: ROCK OUTCROP
 AZ0394_STAMPING: W 1418 1981
 AZ0394_MARK LOGO: NGS   
 AZ0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0394+STABILITY: POSITION/ELEVATION WELL
 AZ0394
 AZ0394  HISTORY     - Date     Condition        Report By
 AZ0394  HISTORY     - 1981     MONUMENTED       NGS
 AZ0394  HISTORY     - 19990120 GOOD             USPSQD
 AZ0394
 AZ0394                          STATION DESCRIPTION
 AZ0394
 AZ0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0394'15.5 KM (9.6 MI) NW FROM LANGTRY.
 AZ0394'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0394'OFFICE IN LANGTRY, THENCE 14.2 KM (8.8 MI) WESTERLY ALONG U.S.
 AZ0394'HIGHWAY 90, 16.2 METERS (53.1 FT) SOUTHWEST OF A FENCE, 14.5
 AZ0394'METERS (47.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 10.1
 AZ0394'METERS (33.1 FT) NORTHWEST OF THE SOUTHEAST END OF A HIGHWAY CUT.
 AZ0394'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 AZ0394'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 AZ0394
 AZ0394                          STATION RECOVERY (1999)
 AZ0394
 AZ0394'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0806 ***********************************************************************
 CA0806  DESIGNATION -  W 1419
 CA0806  PID         -  CA0806
 CA0806  STATE/COUNTY-  TX/MCCULLOCH
 CA0806  USGS QUAD   -  BRADY NORTH (1987)
 CA0806
 CA0806                         *CURRENT SURVEY CONTROL
 CA0806  ___________________________________________________________________
 CA0806* NAD 83(1986)-  31 09 44.     (N)    099 19 44.     (W)     SCALED    
 CA0806* NAVD 88     -       533.707  (meters)    1751.00   (feet)  ADJUSTED  
 CA0806  ___________________________________________________________________
 CA0806  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CA0806  DYNAMIC HT  -         532.990 (meters)    1748.65  (feet)  COMP
 CA0806  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 CA0806
 CA0806  VERT ORDER  -  FIRST     CLASS II
 CA0806
 CA0806.The horizontal coordinates were scaled from a topographic map and have
 CA0806.an estimated accuracy of +/- 6 seconds.
 CA0806
 CA0806.The orthometric height was determined by differential leveling
 CA0806.and adjusted by the National Geodetic Survey in June 1991..
 CA0806
 CA0806.The geoid height was determined by GEOID03.
 CA0806
 CA0806.The dynamic height is computed by dividing the NAVD 88
 CA0806.geopotential number by the normal gravity value computed on the
 CA0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0806.degrees latitude (g = 980.6199 gals.).
 CA0806
 CA0806.The modeled gravity was interpolated from observed gravity values.
 CA0806
 CA0806;                    North         East    Units  Estimated Accuracy
 CA0806;SPC TX C     - 3,166,220.      795,750.      MT  (+/- 180 meters Scaled)
 CA0806
 CA0806                          SUPERSEDED SURVEY CONTROL
 CA0806
 CA0806.No superseded survey control is available for this station.
 CA0806
 CA0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV686476(NAD 83)
 CA0806_MARKER: I = METAL ROD
 CA0806_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0806+WITH SETTING: INFORMATION.
 CA0806_SP_SET: SHALLOW SET METAL ROD
 CA0806_STAMPING: W 1419 1981
 CA0806_MARK LOGO: NGS   
 CA0806_PROJECTION: FLUSH
 CA0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0806+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0806_ROD/PIPE-DEPTH: 2.4  meters
 CA0806
 CA0806  HISTORY     - Date     Condition        Report By
 CA0806  HISTORY     - 1981     MONUMENTED       NGS
 CA0806  HISTORY     - 1982     GOOD             NGS
 CA0806  HISTORY     - 19950826 GOOD             USPSQD
 CA0806  HISTORY     - 20060319 GOOD             USPSQD
 CA0806
 CA0806                          STATION DESCRIPTION
 CA0806
 CA0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0806'3.1 KM (1.9 MI) NNE FROM BRADY.
 CA0806'3.1 KM (1.9 MI) NORTHERLY ALONG U.S. HIGHWAY 377 FROM THE COURTHOUSE
 CA0806'IN BRADY, 15.3 METERS (50.2 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 CA0806'THE HIGHWAY AND 1.5 METERS (4.9 FT) NORTH-NORTHEAST OF A UTILITY POLE.
 CA0806'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0806'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 CA0806'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0806
 CA0806                          STATION RECOVERY (1982)
 CA0806
 CA0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0806'RECOVERED IN GOOD CONDITION.
 CA0806
 CA0806                          STATION RECOVERY (1995)
 CA0806
 CA0806'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0806'RECOVERED IN GOOD CONDITION.
 CA0806
 CA0806                          STATION RECOVERY (2006)
 CA0806
 CA0806'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0806'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0081 ***********************************************************************
 DQ0081  DESIGNATION -  W 142
 DQ0081  PID         -  DQ0081
 DQ0081  STATE/COUNTY-  TX/TERRY
 DQ0081  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0081
 DQ0081                         *CURRENT SURVEY CONTROL
 DQ0081  ___________________________________________________________________
 DQ0081* NAD 83(1986)-  33 09 00.     (N)    102 18 21.     (W)     SCALED    
 DQ0081* NAVD 88     -      1011.490  (meters)    3318.53   (feet)  ADJUSTED  
 DQ0081  ___________________________________________________________________
 DQ0081  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 DQ0081  DYNAMIC HT  -        1010.141 (meters)    3314.10  (feet)  COMP
 DQ0081  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 DQ0081
 DQ0081  VERT ORDER  -  FIRST     CLASS II
 DQ0081
 DQ0081.The horizontal coordinates were scaled from a topographic map and have
 DQ0081.an estimated accuracy of +/- 6 seconds.
 DQ0081
 DQ0081.The orthometric height was determined by differential leveling
 DQ0081.and adjusted by the National Geodetic Survey in June 1991..
 DQ0081
 DQ0081.The geoid height was determined by GEOID03.
 DQ0081
 DQ0081.The dynamic height is computed by dividing the NAVD 88
 DQ0081.geopotential number by the normal gravity value computed on the
 DQ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0081.degrees latitude (g = 980.6199 gals.).
 DQ0081
 DQ0081.The modeled gravity was interpolated from observed gravity values.
 DQ0081
 DQ0081;                    North         East    Units  Estimated Accuracy
 DQ0081;SPC TXNC     - 2,170,920.      245,060.      MT  (+/- 180 meters Scaled)
 DQ0081
 DQ0081                          SUPERSEDED SURVEY CONTROL
 DQ0081
 DQ0081  NGVD 29 (??/??/92) 1011.134  (m)         3317.36   (f) ADJ UNCH    1 2
 DQ0081
 DQ0081.Superseded values are not recommended for survey control.
 DQ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0081.See file dsdata.txt to determine how the superseded data were derived.
 DQ0081
 DQ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS512711(NAD 83)
 DQ0081_MARKER: DB = BENCH MARK DISK
 DQ0081_SETTING: 0 = UNSPECIFIED SETTING
 DQ0081_STAMPING: W 142 1934
 DQ0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0081
 DQ0081  HISTORY     - Date     Condition        Report By
 DQ0081  HISTORY     - 1934     MONUMENTED       CGS
 DQ0081  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0081
 DQ0081                          STATION DESCRIPTION
 DQ0081
 DQ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0081'2.6 MI SW FROM BROWNFIELD.
 DQ0081'2.6 MI. S.W. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0081'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0081'RAILROAD, 44 RAIL LENGTHS, APPROXIMATE 485 YARDS SOUTHWEST OF MILE
 DQ0081'POLE 42,51 RAIL LENGTHS SOUTHWEST OF PUBLIC RAILROAD CROSSING, 11 RAIL
 DQ0081'LENGTHS SOUTHWEST OF RAILROAD SIGN W 47 FEET SOUTHEAST OF THE TRACK, 1
 DQ0081'FOOT NORTHWEST OF RIGHT OF WAY FENCE.
 DQ0081
 DQ0081                          STATION RECOVERY (1963)
 DQ0081
 DQ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1279 ***********************************************************************
 AE1279  DESIGNATION -  W 1420
 AE1279  PID         -  AE1279
 AE1279  STATE/COUNTY-  TX/STARR
 AE1279  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE1279
 AE1279                         *CURRENT SURVEY CONTROL
 AE1279  ___________________________________________________________________
 AE1279* NAD 83(1993)-  26 22 16.87662(N)    098 51 22.98022(W)     ADJUSTED  
 AE1279* NAVD 88     -        51.103  (meters)     167.66   (feet)  ADJUSTED  
 AE1279  ___________________________________________________________________
 AE1279  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 AE1279  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AE1279  DYNAMIC HT  -          51.018 (meters)     167.38  (feet)  COMP
 AE1279  MODELED GRAV-     978,998.1   (mgal)                       NAVD 88
 AE1279
 AE1279  HORZ ORDER  -  THIRD
 AE1279  VERT ORDER  -  FIRST     CLASS II
 AE1279
 AE1279.The horizontal coordinates were established by GPS observations
 AE1279.and adjusted by the National Geodetic Survey in February 1996..
 AE1279
 AE1279.The orthometric height was determined by differential leveling
 AE1279.and adjusted by the National Geodetic Survey in June 1991..
 AE1279
 AE1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1279
 AE1279.The geoid height was determined by GEOID03.
 AE1279
 AE1279.The dynamic height is computed by dividing the NAVD 88
 AE1279.geopotential number by the normal gravity value computed on the
 AE1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1279.degrees latitude (g = 980.6199 gals.).
 AE1279
 AE1279.The modeled gravity was interpolated from observed gravity values.
 AE1279
 AE1279;                    North         East     Units Scale Factor Converg.
 AE1279;SPC TX S     - 5,078,125.038   264,434.294   MT  0.99995475   -0 09 42.5
 AE1279;SPC TX S     -16,660,481.90    867,564.85   sFT  0.99995475   -0 09 42.5
 AE1279;UTM  14      - 2,916,818.050   514,327.334   MT  0.99960253   +0 03 49.7
 AE1279
 AE1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1279!SPC TX S     -   0.99999567  x   0.99995475  =   0.99995042
 AE1279!UTM  14      -   0.99999567  x   0.99960253  =   0.99959820
 AE1279
 AE1279                          SUPERSEDED SURVEY CONTROL
 AE1279
 AE1279  NAD 83(1986)-  26 22 16.87809(N)    098 51 22.93915(W) AD(       ) 3
 AE1279  NGVD 29 (10/18/91)   51.15   (m)          167.8    (f) LEVELING    3  
 AE1279
 AE1279.Superseded values are not recommended for survey control.
 AE1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1279.See file dsdata.txt to determine how the superseded data were derived.
 AE1279
 AE1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1432716818(NAD 83)
 AE1279_MARKER: I = METAL ROD
 AE1279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1279_SP_SET: STAINLESS STEEL ROD
 AE1279_STAMPING: W 1420 1981
 AE1279_MARK LOGO: NGS   
 AE1279_PROJECTION: FLUSH
 AE1279_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1279+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1991
 AE1279_ROD/PIPE-DEPTH: 7.3  meters
 AE1279
 AE1279  HISTORY     - Date     Condition        Report By
 AE1279  HISTORY     - 1981     MONUMENTED       NGS
 AE1279  HISTORY     - 19910218 GOOD             NGS
 AE1279
 AE1279                          STATION DESCRIPTION
 AE1279
 AE1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1279'5.0 KM (3.1 MI) WEST FROM RIO GRANDE CITY.
 AE1279'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AE1279'5.0 KM (3.1 MI) WESTERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1279'STATE ROUTE 755 NORTH, IN RIO GRANDE CITY, AT A SAN AGUSTIN DE LAREDO
 AE1279'A VISITA HISTORICAL MONUMENT NORTH AND ACROSS HIGHWAY FROM A HIGHWAY
 AE1279'HISTORICAL MARKER SIGN, 14.6 METERS (47.8 FT) SOUTH OF CENTER OF
 AE1279'HIGHWAY 83 WESTBOUND, 5.5 METERS (18.0 FT) WEST OF WEST END OF A
 AE1279'1.5 METERS (5 FT) HIGH GRANITE MONUMENT, AND 0.30 METERS (1.0 FT)
 AE1279'SOUTH OF A FENCE LINE.
 AE1279'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AE1279
 AE1279                          STATION RECOVERY (1991)
 AE1279
 AE1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AE1279'THE STATION IS LOCATED ABOUT 4.74 KM (2.95 MI) WEST OF RIO GRANDE
 AE1279'CITY, ON THE NORTH SIDE OF U. S. HIGHWAY 83 AND ON THE WEST SIDE OF A
 AE1279'GRANITE MONUMENT.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION,
 AE1279'P.O. BOX 29928, SAN ANTONIO, TX 78284. PHONE 512-696-1110.
 AE1279'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 WEST BOUND
 AE1279'LANE AND FARM ROAD 755 NORTH IN RIO GRANDE CITY, GO WEST ON HIGHWAY
 AE1279'83 FOR 4.74 KM (2.95 MI) TO THE STATION ON THE RIGHT ON THE WEST SIDE
 AE1279'OF A GRANITE MONUMENT (SAN AGUSTIN DE LAREDO VISTA).
 AE1279'THE STATION IS LOCATED 0.4 KM (0.2 MI) EAST OF THE JUNCTION OF COUNTY
 AE1279'ROAD 3167, 18.1 M (59.4 FT) NORTH OF THE CENTER OF HIGHWAY 83, 20.1 M
 AE1279'(65.9 FT) EAST OF A POWER POLE, 5.6 M (18.4 FT) WEST OF THE WEST FACE
 AE1279'OF THE GRANITE MONUMENT, 0.3 M (1.0 FT) SOUTH OF A BARBED WIRE FENCE
 AE1279'AND 0.25 M (0.82 FT) SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1312 ***********************************************************************
 AB1312  DESIGNATION -  W 1421
 AB1312  PID         -  AB1312
 AB1312  STATE/COUNTY-  TX/HIDALGO
 AB1312  USGS QUAD   -  MERCEDES (1983)
 AB1312
 AB1312                         *CURRENT SURVEY CONTROL
 AB1312  ___________________________________________________________________
 AB1312* NAD 83(1986)-  26 08 59.     (N)    097 55 49.     (W)     SCALED    
 AB1312* NAVD 88     -        22.385  (meters)      73.44   (feet)  ADJUSTED  
 AB1312  ___________________________________________________________________
 AB1312  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AB1312  DYNAMIC HT  -          22.348 (meters)      73.32  (feet)  COMP
 AB1312  MODELED GRAV-     979,013.3   (mgal)                       NAVD 88
 AB1312
 AB1312  VERT ORDER  -  FIRST     CLASS II
 AB1312
 AB1312.The horizontal coordinates were scaled from a topographic map and have
 AB1312.an estimated accuracy of +/- 6 seconds.
 AB1312
 AB1312.The orthometric height was determined by differential leveling
 AB1312.and adjusted by the National Geodetic Survey in June 1991..
 AB1312
 AB1312.The geoid height was determined by GEOID03.
 AB1312
 AB1312.The dynamic height is computed by dividing the NAVD 88
 AB1312.geopotential number by the normal gravity value computed on the
 AB1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1312.degrees latitude (g = 980.6199 gals.).
 AB1312
 AB1312.The modeled gravity was interpolated from observed gravity values.
 AB1312
 AB1312;                    North         East    Units  Estimated Accuracy
 AB1312;SPC TX S     - 5,053,650.      356,970.      MT  (+/- 180 meters Scaled)
 AB1312
 AB1312                          SUPERSEDED SURVEY CONTROL
 AB1312
 AB1312.No superseded survey control is available for this station.
 AB1312
 AB1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP069927(NAD 83)
 AB1312_MARKER: DB = BENCH MARK DISK
 AB1312_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB1312_SP_SET: WINGWALL
 AB1312_STAMPING: W 1421 1981
 AB1312_MARK LOGO: NGS   
 AB1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1312+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AB1312
 AB1312  HISTORY     - Date     Condition        Report By
 AB1312  HISTORY     - 1981     MONUMENTED       NGS
 AB1312  HISTORY     - 1988     GOOD             USPSQD
 AB1312  HISTORY     - 20040206 GOOD             GEOCAC
 AB1312
 AB1312                          STATION DESCRIPTION
 AB1312
 AB1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1312'1.7 KM (1.1 MI) WEST FROM MERCEDES.
 AB1312'1.7 KM (1.1 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB1312'OF FARM ROAD 491 NORTH IN MERCEDES, SET IN THE TOP OF THE NORTHWEST
 AB1312'WINGWALL AT THE WEST END OF A LARGE FOUR-LANE BRIDGE OVER THE NORTH
 AB1312'FLOODWAY, 3.0 METERS (100.0 FT) NORTH OF THE CENTERLINE OF THE
 AB1312'WESTBOUND LANES, 2.4 METERS (8.0 FT) EAST OF THE WEST END OF THE
 AB1312'CONCRETE WALL, 2.7 METERS (9.0 FT) EAST OF A METAL REFLECTOR POST
 AB1312'1.5 METERS (5.0 FT) WEST OF BENCH MARK V 773 RESET 1981 AND
 AB1312'0.15 METERS (0.5 FT) NORTH OF A METAL GUARD RAIL.
 AB1312'THE MARK IS ABOVE LEVEL WITH ROAD.
 AB1312
 AB1312                          STATION RECOVERY (1988)
 AB1312
 AB1312'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB1312'RECOVERED IN GOOD CONDITION.
 AB1312
 AB1312                          STATION RECOVERY (2004)
 AB1312
 AB1312'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1312'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1111 ***********************************************************************
 AJ1111  DESIGNATION -  W 1422
 AJ1111  PID         -  AJ1111
 AJ1111  STATE/COUNTY-  TX/WEBB
 AJ1111  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ1111
 AJ1111                         *CURRENT SURVEY CONTROL
 AJ1111  ___________________________________________________________________
 AJ1111* NAD 83(1986)-  27 48 13.     (N)    099 27 48.     (W)     SCALED    
 AJ1111* NAVD 88     -       231.408  (meters)     759.21   (feet)  ADJUSTED  
 AJ1111  ___________________________________________________________________
 AJ1111  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AJ1111  DYNAMIC HT  -         231.046 (meters)     758.02  (feet)  COMP
 AJ1111  MODELED GRAV-     979,076.3   (mgal)                       NAVD 88
 AJ1111
 AJ1111  VERT ORDER  -  FIRST     CLASS II
 AJ1111
 AJ1111.The horizontal coordinates were scaled from a topographic map and have
 AJ1111.an estimated accuracy of +/- 6 seconds.
 AJ1111
 AJ1111.The orthometric height was determined by differential leveling
 AJ1111.and adjusted by the National Geodetic Survey in June 1991..
 AJ1111
 AJ1111.The geoid height was determined by GEOID03.
 AJ1111
 AJ1111.The dynamic height is computed by dividing the NAVD 88
 AJ1111.geopotential number by the normal gravity value computed on the
 AJ1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1111.degrees latitude (g = 980.6199 gals.).
 AJ1111
 AJ1111.The modeled gravity was interpolated from observed gravity values.
 AJ1111
 AJ1111;                    North         East    Units  Estimated Accuracy
 AJ1111;SPC TX S     - 5,237,130.      205,080.      MT  (+/- 180 meters Scaled)
 AJ1111
 AJ1111                          SUPERSEDED SURVEY CONTROL
 AJ1111
 AJ1111.No superseded survey control is available for this station.
 AJ1111
 AJ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR543755(NAD 83)
 AJ1111_MARKER: I = METAL ROD
 AJ1111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1111_SP_SET: STAINLESS STEEL ROD
 AJ1111_STAMPING: W 1422 1982
 AJ1111_MARK LOGO: NGS   
 AJ1111_PROJECTION: FLUSH
 AJ1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1111+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1111_ROD/PIPE-DEPTH: 3.7  meters
 AJ1111
 AJ1111  HISTORY     - Date     Condition        Report By
 AJ1111  HISTORY     - 1982     MONUMENTED       NGS
 AJ1111  HISTORY     - 20020409 GOOD             USPSQD
 AJ1111
 AJ1111                          STATION DESCRIPTION
 AJ1111
 AJ1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1111'5.4 KM (3.55 MI) NW FROM WEBB.
 AJ1111'5.4 KM (3.5 5 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1111'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, ACROSS HIGHWAY FROM A WIND
 AJ1111'MILL AND CONCRETE WATER TANK AND AT A DIRT ROAD INTERSECTION,
 AJ1111'15.4 METERS (50.6 FT) EAST OF CENTERLINE OF THE HIGHWAY, 30.0 METERS
 AJ1111'(98.0 FT) NORTHWEST OF A DIRT ROAD LEADING EAST SOUTHEAST, 23.2
 AJ1111'METERS (76.0 FT) NORTHWEST OF A RIGHT OF WAY CORNER FENCE POST, 0.30
 AJ1111'METERS (1.0 FT) WEST OF AN EAST, WEST FENCE LINE CORNER FENCE POST,
 AJ1111'AND 0.30 METERS (1.0 FT) WEST OF A NORTH, SOUTH RIGHT OF WAY FENCE
 AJ1111'LINE NOTE, ROD DRIVEN TO REFUSAL.
 AJ1111'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AJ1111'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AJ1111
 AJ1111                          STATION RECOVERY (2002)
 AJ1111
 AJ1111'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0643 ***********************************************************************
 CC0643  DESIGNATION -  W 1426
 CC0643  PID         -  CC0643
 CC0643  STATE/COUNTY-  TX/PECOS
 CC0643  USGS QUAD   -  GIRVIN (1972)
 CC0643
 CC0643                         *CURRENT SURVEY CONTROL
 CC0643  ___________________________________________________________________
 CC0643* NAD 83(1986)-  31 02 17.     (N)    102 26 02.     (W)     SCALED    
 CC0643* NAVD 88     -       741.323  (meters)    2432.16   (feet)  ADJUSTED  
 CC0643  ___________________________________________________________________
 CC0643  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CC0643  DYNAMIC HT  -         740.262 (meters)    2428.68  (feet)  COMP
 CC0643  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 CC0643
 CC0643  VERT ORDER  -  FIRST     CLASS II
 CC0643
 CC0643.The horizontal coordinates were scaled from a topographic map and have
 CC0643.an estimated accuracy of +/- 6 seconds.
 CC0643
 CC0643.The orthometric height was determined by differential leveling
 CC0643.and adjusted by the National Geodetic Survey in June 1991..
 CC0643
 CC0643.The geoid height was determined by GEOID03.
 CC0643
 CC0643.The dynamic height is computed by dividing the NAVD 88
 CC0643.geopotential number by the normal gravity value computed on the
 CC0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0643.degrees latitude (g = 980.6199 gals.).
 CC0643
 CC0643.The modeled gravity was interpolated from observed gravity values.
 CC0643
 CC0643;                    North         East    Units  Estimated Accuracy
 CC0643;SPC TX C     - 3,153,920.      499,500.      MT  (+/- 180 meters Scaled)
 CC0643
 CC0643                          SUPERSEDED SURVEY CONTROL
 CC0643
 CC0643.No superseded survey control is available for this station.
 CC0643
 CC0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ449366(NAD 83)
 CC0643_MARKER: I = METAL ROD
 CC0643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0643_SP_SET: STAINLESS STEEL ROD
 CC0643_STAMPING: W 1426 1981
 CC0643_MARK LOGO: NGS   
 CC0643_PROJECTION: FLUSH
 CC0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0643_ROD/PIPE-DEPTH: 3.7  meters
 CC0643
 CC0643  HISTORY     - Date     Condition        Report By
 CC0643  HISTORY     - 1981     MONUMENTED       NGS
 CC0643
 CC0643                          STATION DESCRIPTION
 CC0643
 CC0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0643'5.2 KM (3.25 MI) SW FROM GIRVIN.
 CC0643'5.2 KM (3.25 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0643'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN AND 22.8 METERS (74.8 FT)
 CC0643'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 CC0643'POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0643'THE MARK IS 0.5 METERS  NW FROM  A FENCE AND WITNESS POST
 CC0643'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0667 ***********************************************************************
 CB0667  DESIGNATION -  W 1427
 CB0667  PID         -  CB0667
 CB0667  STATE/COUNTY-  TX/UPTON
 CB0667  USGS QUAD   -  RANKIN (1970)
 CB0667
 CB0667                         *CURRENT SURVEY CONTROL
 CB0667  ___________________________________________________________________
 CB0667* NAD 83(1986)-  31 13 28.     (N)    101 56 08.     (W)     SCALED    
 CB0667* NAVD 88     -       770.768  (meters)    2528.76   (feet)  ADJUSTED  
 CB0667  ___________________________________________________________________
 CB0667  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CB0667  DYNAMIC HT  -         769.645 (meters)    2525.08  (feet)  COMP
 CB0667  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 CB0667
 CB0667  VERT ORDER  -  FIRST     CLASS II
 CB0667
 CB0667.The horizontal coordinates were scaled from a topographic map and have
 CB0667.an estimated accuracy of +/- 6 seconds.
 CB0667
 CB0667.The orthometric height was determined by differential leveling
 CB0667.and adjusted by the National Geodetic Survey in June 1991..
 CB0667
 CB0667.The geoid height was determined by GEOID03.
 CB0667
 CB0667.The dynamic height is computed by dividing the NAVD 88
 CB0667.geopotential number by the normal gravity value computed on the
 CB0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0667.degrees latitude (g = 980.6199 gals.).
 CB0667
 CB0667.The modeled gravity was interpolated from observed gravity values.
 CB0667
 CB0667;                    North         East    Units  Estimated Accuracy
 CB0667;SPC TX C     - 3,173,790.      547,360.      MT  (+/- 180 meters Scaled)
 CB0667
 CB0667                          SUPERSEDED SURVEY CONTROL
 CB0667
 CB0667.No superseded survey control is available for this station.
 CB0667
 CB0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV203581(NAD 83)
 CB0667_MARKER: DB = BENCH MARK DISK
 CB0667_SETTING: 66 = SET IN ROCK OUTCROP
 CB0667_SP_SET: ROCK OUTCROP
 CB0667_STAMPING: W 1427 1981
 CB0667_MARK LOGO: NGS   
 CB0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0667+STABILITY: POSITION/ELEVATION WELL
 CB0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0667+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 CB0667
 CB0667  HISTORY     - Date     Condition        Report By
 CB0667  HISTORY     - 1981     MONUMENTED       NGS
 CB0667  HISTORY     - 20011019 GOOD             TXDOT
 CB0667
 CB0667                          STATION DESCRIPTION
 CB0667
 CB0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0667'0.3 KM (0.2 MI) NE FROM RANKIN.
 CB0667'0.3 KM (0.2 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0667'STATE HIGHWAY 349 IN RANKIN, IN A 4 BY 12 FT EXPOSED AREA OF
 CB0667'OUTCROPPING BEDROCK AND 10.2 METERS (33.5 FT) NORTHWEST OF THE SOUTH
 CB0667'BOUND LANES OF THE HIGHWAY.
 CB0667'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CB0667'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 CB0667
 CB0667                          STATION RECOVERY (2001)
 CB0667
 CB0667'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 CB0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0691 ***********************************************************************
 CB0691  DESIGNATION -  W 1428
 CB0691  PID         -  CB0691
 CB0691  STATE/COUNTY-  TX/REAGAN
 CB0691  USGS QUAD   -  BIG LAKE (1971)
 CB0691
 CB0691                         *CURRENT SURVEY CONTROL
 CB0691  ___________________________________________________________________
 CB0691* NAD 83(1986)-  31 11 41.     (N)    101 29 03.     (W)     SCALED    
 CB0691* NAVD 88     -       815.561  (meters)    2675.72   (feet)  ADJUSTED  
 CB0691  ___________________________________________________________________
 CB0691  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0691  DYNAMIC HT  -         814.371 (meters)    2671.82  (feet)  COMP
 CB0691  MODELED GRAV-     979,154.5   (mgal)                       NAVD 88
 CB0691
 CB0691  VERT ORDER  -  FIRST     CLASS II
 CB0691
 CB0691.The horizontal coordinates were scaled from a topographic map and have
 CB0691.an estimated accuracy of +/- 6 seconds.
 CB0691
 CB0691.The orthometric height was determined by differential leveling
 CB0691.and adjusted by the National Geodetic Survey in June 1991..
 CB0691
 CB0691.The geoid height was determined by GEOID03.
 CB0691
 CB0691.The dynamic height is computed by dividing the NAVD 88
 CB0691.geopotential number by the normal gravity value computed on the
 CB0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0691.degrees latitude (g = 980.6199 gals.).
 CB0691
 CB0691.The modeled gravity was interpolated from observed gravity values.
 CB0691
 CB0691;                    North         East    Units  Estimated Accuracy
 CB0691;SPC TX C     - 3,169,960.      590,330.      MT  (+/- 180 meters Scaled)
 CB0691
 CB0691                          SUPERSEDED SURVEY CONTROL
 CB0691
 CB0691.No superseded survey control is available for this station.
 CB0691
 CB0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV632538(NAD 83)
 CB0691_MARKER: I = METAL ROD
 CB0691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0691_SP_SET: STAINLESS STEEL ROD
 CB0691_STAMPING: W 1428 1981
 CB0691_MARK LOGO: NGS   
 CB0691_PROJECTION: FLUSH
 CB0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0691_ROD/PIPE-DEPTH: 3.0  meters
 CB0691
 CB0691  HISTORY     - Date     Condition        Report By
 CB0691  HISTORY     - 1981     MONUMENTED       NGS
 CB0691
 CB0691                          STATION DESCRIPTION
 CB0691
 CB0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0691'1.7 KM (1.05 MI) WEST FROM BIG LAKE.
 CB0691'1.7 KM (1.05 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0691'STATE HIGHWAY 137 IN BIG LAKE, 48.5 METERS (159.1 FT) NORTHWEST OF THE
 CB0691'NORTHWEST END OF A CONCRETE BOX CULVERT AND 27.1 METERS (88.9 FT)
 CB0691'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CB0691'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0691'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CB0691'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0741 ***********************************************************************
 CA0741  DESIGNATION -  W 1429
 CA0741  PID         -  CA0741
 CA0741  STATE/COUNTY-  TX/CONCHO
 CA0741  USGS QUAD   -  PASCHE (1970)
 CA0741
 CA0741                         *CURRENT SURVEY CONTROL
 CA0741  ___________________________________________________________________
 CA0741* NAD 83(1986)-  31 14 07.     (N)    099 43 05.     (W)     SCALED    
 CA0741* NAVD 88     -       589.649  (meters)    1934.54   (feet)  ADJUSTED  
 CA0741  ___________________________________________________________________
 CA0741  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CA0741  DYNAMIC HT  -         588.837 (meters)    1931.88  (feet)  COMP
 CA0741  MODELED GRAV-     979,244.5   (mgal)                       NAVD 88
 CA0741
 CA0741  VERT ORDER  -  FIRST     CLASS II
 CA0741
 CA0741.The horizontal coordinates were scaled from a topographic map and have
 CA0741.an estimated accuracy of +/- 6 seconds.
 CA0741
 CA0741.The orthometric height was determined by differential leveling
 CA0741.and adjusted by the National Geodetic Survey in June 1991..
 CA0741
 CA0741.The geoid height was determined by GEOID03.
 CA0741
 CA0741.The dynamic height is computed by dividing the NAVD 88
 CA0741.geopotential number by the normal gravity value computed on the
 CA0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0741.degrees latitude (g = 980.6199 gals.).
 CA0741
 CA0741.The modeled gravity was interpolated from observed gravity values.
 CA0741
 CA0741;                    North         East    Units  Estimated Accuracy
 CA0741;SPC TX C     - 3,174,050.      758,610.      MT  (+/- 180 meters Scaled)
 CA0741
 CA0741                          SUPERSEDED SURVEY CONTROL
 CA0741
 CA0741.No superseded survey control is available for this station.
 CA0741
 CA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV316558(NAD 83)
 CA0741_MARKER: I = METAL ROD
 CA0741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0741_SP_SET: STAINLESS STEEL ROD
 CA0741_STAMPING: W 1429 1981
 CA0741_MARK LOGO: NGS   
 CA0741_PROJECTION: FLUSH
 CA0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0741_ROD/PIPE-DEPTH: 6.1  meters
 CA0741
 CA0741  HISTORY     - Date     Condition        Report By
 CA0741  HISTORY     - 1981     MONUMENTED       NGS
 CA0741  HISTORY     - 19991231 GOOD             USPSQD
 CA0741  HISTORY     - 20010219 GOOD             USPSQD
 CA0741
 CA0741                          STATION DESCRIPTION
 CA0741
 CA0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0741'12.5 KM (7.75 MI) EAST FROM EDEN.
 CA0741'12.5 KM (7.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CA0741'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 0.4 KM (0.25 MI) EAST OF A
 CA0741'GRAVELED ROAD LEADING SOUTH, 46.5 METERS (152.6 FT) WEST OF A FENCE
 CA0741'CORNER AND 14.5 METERS (47.6 FT) SOUTH OF THE CENTERLINE OF THE
 CA0741'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0741'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CA0741'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0741
 CA0741                          STATION RECOVERY (1999)
 CA0741
 CA0741'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0741'RECOVERED IN GOOD CONDITION.
 CA0741
 CA0741                          STATION RECOVERY (2001)
 CA0741
 CA0741'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0127 ***********************************************************************
 CV0127  DESIGNATION -  W 143 RESET 1958
 CV0127  PID         -  CV0127
 CV0127  STATE/COUNTY-  TX/ANDREWS
 CV0127  USGS QUAD   -  FLOREY (1971)
 CV0127
 CV0127                         *CURRENT SURVEY CONTROL
 CV0127  ___________________________________________________________________
 CV0127* NAD 83(1986)-  32 26 17.     (N)    102 35 07.     (W)     SCALED    
 CV0127* NAVD 88     -       966.04   (+/-2cm)    3169.4    (feet)  VERTCON   
 CV0127  ___________________________________________________________________
 CV0127  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CV0127
 CV0127  VERT ORDER  -  THIRD (See Below)
 CV0127
 CV0127.The horizontal coordinates were scaled from a topographic map and have
 CV0127.an estimated accuracy of +/- 6 seconds.
 CV0127
 CV0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0127.The vertical order pertains to the NGVD 29 superseded value.
 CV0127
 CV0127.The geoid height was determined by GEOID03.
 CV0127
 CV0127;                    North         East    Units  Estimated Accuracy
 CV0127;SPC TXNC     - 2,093,010.      215,940.      MT  (+/- 180 meters Scaled)
 CV0127
 CV0127                          SUPERSEDED SURVEY CONTROL
 CV0127
 CV0127  NGVD 29 (01/29/03)  965.64   (m)         3168.1    (f) RESET       3  
 CV0127
 CV0127.Superseded values are not recommended for survey control.
 CV0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0127.See file dsdata.txt to determine how the superseded data were derived.
 CV0127
 CV0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR270915(NAD 83)
 CV0127_MARKER: DB = BENCH MARK DISK
 CV0127_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0127_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0127_STAMPING: W 143 RESET 1958
 CV0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0127
 CV0127  HISTORY     - Date     Condition        Report By
 CV0127  HISTORY     - 1958     MONUMENTED       CGS
 CV0127
 CV0127                          STATION DESCRIPTION
 CV0127
 CV0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0127'7.9 MI N FROM ANDREWS.
 CV0127'ABOUT 7.9 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE HIGH SCHOOL AT
 CV0127'ANDREWS, 150 FEET EAST OF THE PRESENT CENTER LINE OF THE HIGHWAY, 166
 CV0127'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO THE ALLISON
 CV0127'FARMHOUSE, 75 FEET NORTH OF A POWER POLE AND IN LINE WITH A ROW OF
 CV0127'POWER POLES, 3 1/2 FEET SOUTH OF A TEE FENCE CORNER, 6 INCHES EAST OF
 CV0127'A FENCE, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0786 ***********************************************************************
 CB0786  DESIGNATION -  W 1430
 CB0786  PID         -  CB0786
 CB0786  STATE/COUNTY-  TX/CONCHO
 CB0786  USGS QUAD   -  VICK (1984)
 CB0786
 CB0786                         *CURRENT SURVEY CONTROL
 CB0786  ___________________________________________________________________
 CB0786* NAD 83(1986)-  31 20 24.     (N)    100 05 27.     (W)     SCALED    
 CB0786* NAVD 88     -       566.102  (meters)    1857.29   (feet)  ADJUSTED  
 CB0786  ___________________________________________________________________
 CB0786  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0786  DYNAMIC HT  -         565.328 (meters)    1854.75  (feet)  COMP
 CB0786  MODELED GRAV-     979,254.3   (mgal)                       NAVD 88
 CB0786
 CB0786  VERT ORDER  -  FIRST     CLASS II
 CB0786
 CB0786.The horizontal coordinates were scaled from a topographic map and have
 CB0786.an estimated accuracy of +/- 6 seconds.
 CB0786
 CB0786.The orthometric height was determined by differential leveling
 CB0786.and adjusted by the National Geodetic Survey in June 1991..
 CB0786
 CB0786.The geoid height was determined by GEOID03.
 CB0786
 CB0786.The dynamic height is computed by dividing the NAVD 88
 CB0786.geopotential number by the normal gravity value computed on the
 CB0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0786.degrees latitude (g = 980.6199 gals.).
 CB0786
 CB0786.The modeled gravity was interpolated from observed gravity values.
 CB0786
 CB0786;                    North         East    Units  Estimated Accuracy
 CB0786;SPC TX C     - 3,185,520.      723,080.      MT  (+/- 180 meters Scaled)
 CB0786
 CB0786                          SUPERSEDED SURVEY CONTROL
 CB0786
 CB0786.No superseded survey control is available for this station.
 CB0786
 CB0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV962677(NAD 83)
 CB0786_MARKER: I = METAL ROD
 CB0786_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0786+WITH SETTING: INFORMATION.
 CB0786_SP_SET: SHALLOW SET METAL ROD
 CB0786_STAMPING: W 1430 1981
 CB0786_MARK LOGO: NGS   
 CB0786_PROJECTION: FLUSH
 CB0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0786_ROD/PIPE-DEPTH: 3.7  meters
 CB0786
 CB0786  HISTORY     - Date     Condition        Report By
 CB0786  HISTORY     - 1981     MONUMENTED       NGS
 CB0786  HISTORY     - 19991231 GOOD             USPSQD
 CB0786
 CB0786                          STATION DESCRIPTION
 CB0786
 CB0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0786'29.7 KM (18.45 MI) NW FROM EDEN.
 CB0786'29.7 KM (18.45 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 87 FROM ITS
 CB0786'JUNCTION WITH U. S. HIGHWAY 83 IN EDEN, 0.2 KM (0.1 MI) SOUTHEAST OF
 CB0786'FARM ROAD 381 IN VICK, 26.4 METERS (86.6 FT) NORTH-NORTHEAST OF A
 CB0786'HIGHWAY SIGN (EDEN 19-BRADY 52), 15.2 METERS (49.9 FT) NORTHEAST OF
 CB0786'THE CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.2 FT) SOUTHEAST OF A
 CB0786'FENCE CORNER AND 6.0 METERS (19.7 FT) WEST-NORTHWEST OF A UTILITY POLE
 CB0786'WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CB0786'LOGO CAP.
 CB0786'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CB0786'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CB0786
 CB0786                          STATION RECOVERY (1999)
 CB0786
 CB0786'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0756 ***********************************************************************
 CB0756  DESIGNATION -  W 1431
 CB0756  PID         -  CB0756
 CB0756  STATE/COUNTY-  TX/TOM GREEN
 CB0756  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0756
 CB0756                         *CURRENT SURVEY CONTROL
 CB0756  ___________________________________________________________________
 CB0756* NAD 83(1986)-  31 24 13.     (N)    100 28 50.     (W)     SCALED    
 CB0756* NAVD 88     -       579.073  (meters)    1899.84   (feet)  ADJUSTED  
 CB0756  ___________________________________________________________________
 CB0756  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CB0756  DYNAMIC HT  -         578.278 (meters)    1897.23  (feet)  COMP
 CB0756  MODELED GRAV-     979,249.5   (mgal)                       NAVD 88
 CB0756
 CB0756  VERT ORDER  -  FIRST     CLASS II
 CB0756
 CB0756.The horizontal coordinates were scaled from a topographic map and have
 CB0756.an estimated accuracy of +/- 6 seconds.
 CB0756
 CB0756.The orthometric height was determined by differential leveling
 CB0756.and adjusted by the National Geodetic Survey in June 1991..
 CB0756
 CB0756.The geoid height was determined by GEOID03.
 CB0756
 CB0756.The dynamic height is computed by dividing the NAVD 88
 CB0756.geopotential number by the normal gravity value computed on the
 CB0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0756.degrees latitude (g = 980.6199 gals.).
 CB0756
 CB0756.The modeled gravity was interpolated from observed gravity values.
 CB0756
 CB0756;                    North         East    Units  Estimated Accuracy
 CB0756;SPC TX C     - 3,192,560.      686,000.      MT  (+/- 180 meters Scaled)
 CB0756
 CB0756                          SUPERSEDED SURVEY CONTROL
 CB0756
 CB0756.No superseded survey control is available for this station.
 CB0756
 CB0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV592752(NAD 83)
 CB0756_MARKER: I = METAL ROD
 CB0756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0756_SP_SET: STAINLESS STEEL ROD
 CB0756_STAMPING: W 1431 1981
 CB0756_MARK LOGO: NGS   
 CB0756_PROJECTION: FLUSH
 CB0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0756+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 CB0756_ROD/PIPE-DEPTH: 3.0  meters
 CB0756
 CB0756  HISTORY     - Date     Condition        Report By
 CB0756  HISTORY     - 1981     MONUMENTED       NGS
 CB0756  HISTORY     - 20031128 GOOD             USPSQD
 CB0756
 CB0756                          STATION DESCRIPTION
 CB0756
 CB0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0756'7.5 KM (4.65 MI) SW FROM SAN ANGELO.
 CB0756'5.5 KM (3.4 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CB0756'RAILROAD FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 0.4 KM (0.25
 CB0756'MI) NORTHWEST ALONG STATE HIGHWAY LOOP 306, THENCE 1.6 KM (1.0 MI)
 CB0756'SOUTHERLY ALONG KNICKERBOCKER ROAD AND 18.1 METERS (59.4 FT)
 CB0756'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CB0756'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0756'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 CB0756'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CB0756
 CB0756                          STATION RECOVERY (2003)
 CB0756
 CB0756'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0509 ***********************************************************************
 AZ0509  DESIGNATION -  W 1432
 AZ0509  PID         -  AZ0509
 AZ0509  STATE/COUNTY-  TX/KINNEY
 AZ0509  USGS QUAD   -  ODLAW (1974)
 AZ0509
 AZ0509                         *CURRENT SURVEY CONTROL
 AZ0509  ___________________________________________________________________
 AZ0509* NAD 83(1986)-  29 13 54.     (N)    100 07 32.     (W)     SCALED    
 AZ0509* NAVD 88     -       314.231  (meters)    1030.94   (feet)  ADJUSTED  
 AZ0509  ___________________________________________________________________
 AZ0509  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0509  DYNAMIC HT  -         313.773 (meters)    1029.44  (feet)  COMP
 AZ0509  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 AZ0509
 AZ0509  VERT ORDER  -  FIRST     CLASS II
 AZ0509
 AZ0509.The horizontal coordinates were scaled from a topographic map and have
 AZ0509.an estimated accuracy of +/- 6 seconds.
 AZ0509
 AZ0509.The orthometric height was determined by differential leveling
 AZ0509.and adjusted by the National Geodetic Survey in June 1991..
 AZ0509
 AZ0509.The geoid height was determined by GEOID03.
 AZ0509
 AZ0509.The dynamic height is computed by dividing the NAVD 88
 AZ0509.geopotential number by the normal gravity value computed on the
 AZ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0509.degrees latitude (g = 980.6199 gals.).
 AZ0509
 AZ0509.The modeled gravity was interpolated from observed gravity values.
 AZ0509
 AZ0509;                    North         East    Units  Estimated Accuracy
 AZ0509;SPC TXSC     - 4,155,500.      490,590.      MT  (+/- 180 meters Scaled)
 AZ0509
 AZ0509                          SUPERSEDED SURVEY CONTROL
 AZ0509
 AZ0509.No superseded survey control is available for this station.
 AZ0509
 AZ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT906341(NAD 83)
 AZ0509_MARKER: I = METAL ROD
 AZ0509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0509_SP_SET: STAINLESS STEEL ROD
 AZ0509_STAMPING: W 1432 1982
 AZ0509_MARK LOGO: NGS   
 AZ0509_PROJECTION: FLUSH
 AZ0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0509_ROD/PIPE-DEPTH: 3.4  meters
 AZ0509
 AZ0509  HISTORY     - Date     Condition        Report By
 AZ0509  HISTORY     - 1982     MONUMENTED       NGS
 AZ0509
 AZ0509                          STATION DESCRIPTION
 AZ0509
 AZ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0509'34.2 KM (21.2 MI) ENE FROM SPOFFORD.
 AZ0509'26.3 KM (16.3 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM THE
 AZ0509'JUNCTION OF STATE ROUTE 131 IN SPOFFORD, THENCE EASTERLY ALONG U.S.
 AZ0509'HIGHWAY 90 FOR 7.9 KM (4.9 MI), AT AN EAST WEST, NORTH SOUTH FENCE
 AZ0509'INTERSECTION, AND 0.16 KM (0.1 MI) WEST OF A 4 CHANNEL BOX CULVERT,
 AZ0509'22.9 METERS (75.0 FT) SOUTH OF CENTERLINE OF HIGHWAY, 14.3 METERS
 AZ0509'(47.0 FT) SOUTH OF A METAL HIGHWAY GUARD RAIL, 0.61 METERS (2.0 FT)
 AZ0509'EAST NORTHEAST OF A NORTH SOUTH, EAST WEST, FENCE CORNER POST,
 AZ0509'0.30 METERS (1.0 FT) NORTH OF A FENCE, AND 30.1 METERS (100.0 FT) WEST
 AZ0509'OF A GUYED POWERLINE POLE.  NOTE, ROD DRIVEN TO REFUSAL.
 AZ0509'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AZ0509'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0516 ***********************************************************************
 AZ0516  DESIGNATION -  W 1433
 AZ0516  PID         -  AZ0516
 AZ0516  STATE/COUNTY-  TX/MAVERICK
 AZ0516  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0516
 AZ0516                         *CURRENT SURVEY CONTROL
 AZ0516  ___________________________________________________________________
 AZ0516* NAD 83(1986)-  29 03 24.     (N)    100 28 40.     (W)     SCALED    
 AZ0516* NAVD 88     -       284.643  (meters)     933.87   (feet)  ADJUSTED  
 AZ0516  ___________________________________________________________________
 AZ0516  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0516  DYNAMIC HT  -         284.225 (meters)     932.49  (feet)  COMP
 AZ0516  MODELED GRAV-     979,167.5   (mgal)                       NAVD 88
 AZ0516
 AZ0516  VERT ORDER  -  FIRST     CLASS II
 AZ0516
 AZ0516.The horizontal coordinates were scaled from a topographic map and have
 AZ0516.an estimated accuracy of +/- 6 seconds.
 AZ0516
 AZ0516.The orthometric height was determined by differential leveling
 AZ0516.and adjusted by the National Geodetic Survey in June 1991..
 AZ0516
 AZ0516.The geoid height was determined by GEOID03.
 AZ0516
 AZ0516.The dynamic height is computed by dividing the NAVD 88
 AZ0516.geopotential number by the normal gravity value computed on the
 AZ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0516.degrees latitude (g = 980.6199 gals.).
 AZ0516
 AZ0516.The modeled gravity was interpolated from observed gravity values.
 AZ0516
 AZ0516;                    North         East    Units  Estimated Accuracy
 AZ0516;SPC TXSC     - 4,136,490.      456,110.      MT  (+/- 180 meters Scaled)
 AZ0516
 AZ0516                          SUPERSEDED SURVEY CONTROL
 AZ0516
 AZ0516.No superseded survey control is available for this station.
 AZ0516
 AZ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT561151(NAD 83)
 AZ0516_MARKER: I = METAL ROD
 AZ0516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0516_SP_SET: STAINLESS STEEL ROD
 AZ0516_STAMPING: W 1433 1982
 AZ0516_MARK LOGO: NGS   
 AZ0516_PROJECTION: FLUSH
 AZ0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0516_ROD/PIPE-DEPTH: 3.0  meters
 AZ0516
 AZ0516  HISTORY     - Date     Condition        Report By
 AZ0516  HISTORY     - 1982     MONUMENTED       NGS
 AZ0516
 AZ0516                          STATION DESCRIPTION
 AZ0516
 AZ0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0516'15.2 KM (9.45 MI) SSW FROM SPOFFORD.
 AZ0516'15.2 KM (9.45 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AZ0516'JUNCTION OF FARM ROAD 1572 IN SPOFFORD AT A METAL PIPE CULVERT UNDER
 AZ0516'HIGHWAY, 26.7 METERS (87.7 FT) WEST NORTHWEST OF CENTERLINE OF THE
 AZ0516'HIGHWAY, 27.0 METERS (88.6 FT) NORTH NORTHWEST OF THE WEST END OF A
 AZ0516'77 CM (30 IN) PIPE CULVERT, AND 0.3 METER (1.0 FT) EAST SOUTHEAST OF A
 AZ0516'FENCE LINE, NOTE, ROD DRIVEN TO REFUSAL.
 AZ0516'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AZ0516'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1627 ***********************************************************************
 AY1627  DESIGNATION -  W 1434
 AY1627  PID         -  AY1627
 AY1627  STATE/COUNTY-  TX/MEDINA
 AY1627  USGS QUAD   -  LA COSTE (1982)
 AY1627
 AY1627                         *CURRENT SURVEY CONTROL
 AY1627  ___________________________________________________________________
 AY1627* NAD 83(1986)-  29 21 20.     (N)    098 51 55.     (W)     SCALED    
 AY1627* NAVD 88     -       239.688  (meters)     786.38   (feet)  ADJUSTED  
 AY1627  ___________________________________________________________________
 AY1627  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AY1627  DYNAMIC HT  -         239.342 (meters)     785.24  (feet)  COMP
 AY1627  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 AY1627
 AY1627  VERT ORDER  -  FIRST     CLASS II
 AY1627
 AY1627.The horizontal coordinates were scaled from a topographic map and have
 AY1627.an estimated accuracy of +/- 6 seconds.
 AY1627
 AY1627.The orthometric height was determined by differential leveling
 AY1627.and adjusted by the National Geodetic Survey in June 1991..
 AY1627
 AY1627.The geoid height was determined by GEOID03.
 AY1627
 AY1627.The dynamic height is computed by dividing the NAVD 88
 AY1627.geopotential number by the normal gravity value computed on the
 AY1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1627.degrees latitude (g = 980.6199 gals.).
 AY1627
 AY1627.The modeled gravity was interpolated from observed gravity values.
 AY1627
 AY1627;                    North         East    Units  Estimated Accuracy
 AY1627;SPC TXSC     - 4,168,710.      613,080.      MT  (+/- 180 meters Scaled)
 AY1627
 AY1627                          SUPERSEDED SURVEY CONTROL
 AY1627
 AY1627.No superseded survey control is available for this station.
 AY1627
 AY1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT130473(NAD 83)
 AY1627_MARKER: I = METAL ROD
 AY1627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1627_SP_SET: STAINLESS STEEL ROD
 AY1627_STAMPING: W 1434 1982
 AY1627_MARK LOGO: NGS   
 AY1627_PROJECTION: FLUSH
 AY1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1627_ROD/PIPE-DEPTH: 7.3  meters
 AY1627
 AY1627  HISTORY     - Date     Condition        Report By
 AY1627  HISTORY     - 1982     MONUMENTED       NGS
 AY1627  HISTORY     - 19970211 GOOD             USPSQD
 AY1627  HISTORY     - 20020913 GOOD             USPSQD
 AY1627
 AY1627                          STATION DESCRIPTION
 AY1627
 AY1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1627'0.65 KM (0.4 MI) EAST FROM CASTROVILLE.
 AY1627'0.65 KM (0.4 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1627'ROAD 471 NORTH IN CASTROVILLE, SET NEAR A POWER POLE WITH LINES
 AY1627'CROSSING THE HIGHWAY, 34.7 METERS (114.0 FT) SOUTH OF CENTERLINE OF
 AY1627'HIGHWAY, 34.7 METERS (114.0 FT) EAST OF CENTERLINE OF PRIVATE
 AY1627'DRIVEWAY, 9.4 METERS (31.0 FT) EAST OF THE EXTENDED CENTERLINE OF
 AY1627'SHARP STREET, 0.6 METER (2.0 FT) WEST OF A POWER POLE, 1.1 METERS
 AY1627'(3.8 FT) WEST NORTHWEST OF A CYCLONE CORNER FENCE POST, AND 0.5 METER
 AY1627'(1.5 FT) NORTH OF A CYCLONE FENCE.
 AY1627'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 AY1627'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1627
 AY1627                          STATION RECOVERY (1997)
 AY1627
 AY1627'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1627'RECOVERED IN GOOD CONDITION.
 AY1627
 AY1627                          STATION RECOVERY (2002)
 AY1627
 AY1627'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1215 ***********************************************************************
 AB1215  DESIGNATION -  W 1435
 AB1215  PID         -  AB1215
 AB1215  STATE/COUNTY-  TX/CAMERON
 AB1215  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1215
 AB1215                         *CURRENT SURVEY CONTROL
 AB1215  ___________________________________________________________________
 AB1215* NAD 83(1986)-  26 05 30.     (N)    097 19 53.     (W)     SCALED    
 AB1215* NAVD 88     -         2.256  (meters)       7.40   (feet)  ADJUSTED  
 AB1215  ___________________________________________________________________
 AB1215  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 AB1215  DYNAMIC HT  -           2.252 (meters)       7.39  (feet)  COMP
 AB1215  MODELED GRAV-     979,058.3   (mgal)                       NAVD 88
 AB1215
 AB1215  VERT ORDER  -  FIRST     CLASS II
 AB1215
 AB1215.The horizontal coordinates were scaled from a topographic map and have
 AB1215.an estimated accuracy of +/- 6 seconds.
 AB1215
 AB1215.The orthometric height was determined by differential leveling
 AB1215.and adjusted by the National Geodetic Survey in June 1991..
 AB1215
 AB1215.The geoid height was determined by GEOID03.
 AB1215
 AB1215.The dynamic height is computed by dividing the NAVD 88
 AB1215.geopotential number by the normal gravity value computed on the
 AB1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1215.degrees latitude (g = 980.6199 gals.).
 AB1215
 AB1215.The modeled gravity was interpolated from observed gravity values.
 AB1215
 AB1215;                    North         East    Units  Estimated Accuracy
 AB1215;SPC TX S     - 5,047,630.      416,910.      MT  (+/- 180 meters Scaled)
 AB1215
 AB1215                          SUPERSEDED SURVEY CONTROL
 AB1215
 AB1215.No superseded survey control is available for this station.
 AB1215
 AB1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP668869(NAD 83)
 AB1215_MARKER: I = METAL ROD
 AB1215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1215_SP_SET: STAINLESS STEEL ROD
 AB1215_STAMPING: W 1435 1982
 AB1215_MARK LOGO: NGS   
 AB1215_PROJECTION: FLUSH
 AB1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1215_ROD/PIPE-DEPTH: 12.1 meters
 AB1215
 AB1215  HISTORY     - Date     Condition        Report By
 AB1215  HISTORY     - 1982     MONUMENTED       NGS
 AB1215  HISTORY     - 1987     GOOD             USPSQD
 AB1215  HISTORY     - 19910424 GOOD             USPSQD
 AB1215  HISTORY     - 19930210 GOOD             USPSQD
 AB1215
 AB1215                          STATION DESCRIPTION
 AB1215
 AB1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1215'13.6 KM (8.45 MI) WEST FROM PORT ISABEL.
 AB1215'13.6 KM (8.45 MI) WEST ALONG STATE HIGHWAY 100 FROM THE OLD PORT
 AB1215'ISABEL LIGHTHOUSE IN PORT ISABEL AT A TELEPHONE POLE WITH AN UNDER
 AB1215'GROUND WARNING CABLE SIGN ATTACHED, SET IN THE NORTH HIGHWAY
 AB1215'RIGHT-OF-WAY FENCE LINE, 14.9 METERS (49.0 FT) NORTH OF THE CENTERLINE
 AB1215'OF HIGHWAY 100, 1.5 METERS (5.0 FT) EAST NORTHEAST OF A TELEPHONE POLE
 AB1215'NUMBER 43 WITH AN UNDERGROUND CABLE SIGN, 17.6 METERS (58.0 FT) WEST
 AB1215'OF THE WEST ONE OF TWO FENCE BRACE POSTS, 26.0 METERS (85.5 FT)
 AB1215'NORTHEAST OF THE CENTER OF A SMALL CONCRETE CULVERT UNDER HIGHWAY 100,
 AB1215'7.9 METERS (26.0 FT) EAST NORTHEAST OF A PALM TREE, AND 0.3 METER
 AB1215'(1.0 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 AB1215'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 AB1215'THE MARK IS 0.46 M BELOW HIGHWAY 100.
 AB1215
 AB1215                          STATION RECOVERY (1987)
 AB1215
 AB1215'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB1215'RECOVERED IN GOOD CONDITION.
 AB1215
 AB1215                          STATION RECOVERY (1991)
 AB1215
 AB1215'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1215'RECOVERED IN GOOD CONDITION.
 AB1215
 AB1215                          STATION RECOVERY (1993)
 AB1215
 AB1215'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0540 ***********************************************************************
 AZ0540  DESIGNATION -  W 1436
 AZ0540  PID         -  AZ0540
 AZ0540  STATE/COUNTY-  TX/KINNEY
 AZ0540  USGS QUAD   -  STANDART (1979)
 AZ0540
 AZ0540                         *CURRENT SURVEY CONTROL
 AZ0540  ___________________________________________________________________
 AZ0540* NAD 83(1986)-  29 15 45.     (N)    100 33 25.     (W)     SCALED    
 AZ0540* NAVD 88     -       322.380  (meters)    1057.68   (feet)  ADJUSTED  
 AZ0540  ___________________________________________________________________
 AZ0540  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0540  DYNAMIC HT  -         321.906 (meters)    1056.12  (feet)  COMP
 AZ0540  MODELED GRAV-     979,166.9   (mgal)                       NAVD 88
 AZ0540
 AZ0540  VERT ORDER  -  FIRST     CLASS II
 AZ0540
 AZ0540.The horizontal coordinates were scaled from a topographic map and have
 AZ0540.an estimated accuracy of +/- 6 seconds.
 AZ0540
 AZ0540.The orthometric height was determined by differential leveling
 AZ0540.and adjusted by the National Geodetic Survey in June 1991..
 AZ0540
 AZ0540.The geoid height was determined by GEOID03.
 AZ0540
 AZ0540.The dynamic height is computed by dividing the NAVD 88
 AZ0540.geopotential number by the normal gravity value computed on the
 AZ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0540.degrees latitude (g = 980.6199 gals.).
 AZ0540
 AZ0540.The modeled gravity was interpolated from observed gravity values.
 AZ0540
 AZ0540;                    North         East    Units  Estimated Accuracy
 AZ0540;SPC TXSC     - 4,159,400.      448,700.      MT  (+/- 180 meters Scaled)
 AZ0540
 AZ0540                          SUPERSEDED SURVEY CONTROL
 AZ0540
 AZ0540.No superseded survey control is available for this station.
 AZ0540
 AZ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT487380(NAD 83)
 AZ0540_MARKER: I = METAL ROD
 AZ0540_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0540_SP_SET: STAINLESS STEEL ROD
 AZ0540_STAMPING: W 1436 1982
 AZ0540_MARK LOGO: NGS   
 AZ0540_PROJECTION: FLUSH
 AZ0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0540_ROD/PIPE-DEPTH: 4.1  meters
 AZ0540
 AZ0540  HISTORY     - Date     Condition        Report By
 AZ0540  HISTORY     - 1982     MONUMENTED       NGS
 AZ0540  HISTORY     - 19960223 GOOD             USPSQD
 AZ0540
 AZ0540                          STATION DESCRIPTION
 AZ0540
 AZ0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0540'18.0 KM (11.25 MI) NW FROM SPOFFORD.
 AZ0540'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0540'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 11.8 KM (7.35 MI) NORTHWEST
 AZ0540'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0540'RAILROAD TRACKS TO A RAILROAD CROSSING, THENCE 6.0 KM (3.75 MI)
 AZ0540'NORTHWEST ALONG THE GRAVELED ROAD ON THE NORTHEAST SIDE OF THE
 AZ0540'SOUTHERN PACIFIC RAILROAD TRACKS, AT A TRACK ROAD LEADING NORTHEAST,
 AZ0540'7.3 METERS (24.0 FT) NORTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 AZ0540'3.0 METERS (10.0 FT) SOUTHEAST OF THE CENTER OF A WELDED ROD PIPE
 AZ0540'FRAMED GATE, 4.8 METERS (16.0 FT) SOUTHEAST OF THE CENTER OF A TRACK
 AZ0540'ROAD LEADING NORTHEAST, 13.7 METERS (45.0 FT) SOUTHWEST OF A POWERLINE
 AZ0540'POLE WHERE THE LINE JUNCTIONS AND LEADS NORTHEAST, AND 0.7 METER
 AZ0540'(2.5 FT) NORTHWEST OF A STEEL PIPE FENCEPOST ANCHORED IN CEMENT.
 AZ0540'NOTE, ROD WAS ANCHORED AT THIS DEPTH.
 AZ0540'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AZ0540'THE MARK IS 0.15 M BELOW GRAVELED ROAD.
 AZ0540
 AZ0540                          STATION RECOVERY (1996)
 AZ0540
 AZ0540'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1663 ***********************************************************************
 AY1663  DESIGNATION -  W 1437
 AY1663  PID         -  AY1663
 AY1663  STATE/COUNTY-  TX/BEXAR
 AY1663  USGS QUAD   -  CASTLE HILLS (1992)
 AY1663
 AY1663                         *CURRENT SURVEY CONTROL
 AY1663  ___________________________________________________________________
 AY1663* NAD 83(1986)-  29 35 20.     (N)    098 35 50.     (W)     SCALED    
 AY1663* NAVD 88     -       300.759  (meters)     986.74   (feet)  ADJUSTED  
 AY1663  ___________________________________________________________________
 AY1663  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AY1663  DYNAMIC HT  -         300.318 (meters)     985.29  (feet)  COMP
 AY1663  MODELED GRAV-     979,168.6   (mgal)                       NAVD 88
 AY1663
 AY1663  VERT ORDER  -  FIRST     CLASS II
 AY1663
 AY1663.The horizontal coordinates were scaled from a topographic map and have
 AY1663.an estimated accuracy of +/- 6 seconds.
 AY1663
 AY1663.The orthometric height was determined by differential leveling
 AY1663.and adjusted by the National Geodetic Survey in June 1991..
 AY1663
 AY1663.The geoid height was determined by GEOID03.
 AY1663
 AY1663.The dynamic height is computed by dividing the NAVD 88
 AY1663.geopotential number by the normal gravity value computed on the
 AY1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1663.degrees latitude (g = 980.6199 gals.).
 AY1663
 AY1663.The modeled gravity was interpolated from observed gravity values.
 AY1663
 AY1663;                    North         East    Units  Estimated Accuracy
 AY1663;SPC TXSC     - 4,194,630.      639,020.      MT  (+/- 180 meters Scaled)
 AY1663
 AY1663                          SUPERSEDED SURVEY CONTROL
 AY1663
 AY1663.No superseded survey control is available for this station.
 AY1663
 AY1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT390733(NAD 83)
 AY1663_MARKER: DB = BENCH MARK DISK
 AY1663_SETTING: 66 = SET IN ROCK OUTCROP
 AY1663_SP_SET: ROCK OUTCROP
 AY1663_STAMPING: W 1437 1982
 AY1663_MARK LOGO: NGS   
 AY1663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1663+STABILITY: POSITION/ELEVATION WELL
 AY1663
 AY1663  HISTORY     - Date     Condition        Report By
 AY1663  HISTORY     - 1982     MONUMENTED       NGS
 AY1663  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1663  HISTORY     - 19991117 MARK NOT FOUND   USPSQD
 AY1663
 AY1663                          STATION DESCRIPTION
 AY1663
 AY1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1663'21.9 KM (13.6 MI) NW FROM SAN ANTONIO.
 AY1663'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1663'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY1663'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY1663'THENCE 13.7 KM (8.50 MI) NORTHWEST ALONG FREDERICKSBURG ROAD, THENCE
 AY1663'0.4 KM (0.25 MI) NORTHEAST ALONG HUEBNER ROAD, THENCE 5.5 KM (3.4 MI)
 AY1663'NORTHWEST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE HIGHWAY 10, AT
 AY1663'THE SOUTH END OF A CUT BANK ON THE WEST SIDE OF THE FRONTAGE ROAD,
 AY1663'MARK IS 0.2 KM (0.15 MI) SOUTH SOUTHWEST OF THE JUNCTION OF EAST LOOP
 AY1663'1604 HIGHWAY, THE MARK IS SET IN THE TOP OF BEDROCK PROJECTING ABOUT
 AY1663'10 CM (0.3 FT), 10.3 METERS (34.0 FT) WEST NORTHWEST OF THE CENTER OF
 AY1663'THE EAST FRONTAGE ROAD, 35.6 METERS (117.0 FT) EAST NORTHEAST OF THE
 AY1663'CENTER OF THE WEST 1604 ANDERSON LOOP EXIT OFF INTERSTATE 10 WEST,
 AY1663'25.9 METERS (85.0 FT) WEST SOUTHWEST AND ACROSS THE FRONTAGE ROAD FROM
 AY1663'A POWERLINE POLE NUMBER 8, AND 44.6 METERS (146.5 FT) NORTH NORTHWEST
 AY1663'AND ACROSS THE FRONTAGE ROAD FROM ANOTHER POWERLINE POLE NUMBER 8.
 AY1663'THE MARK IS 3.9 METERS  SSW FROM A WITNESS POST.
 AY1663'THE MARK IS 0.6 M ABOVE FRONTAGE ROAD.
 AY1663
 AY1663                          STATION RECOVERY (1990)
 AY1663
 AY1663'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1663'MARK NOT FOUND.
 AY1663
 AY1663                          STATION RECOVERY (1999)
 AY1663
 AY1663'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0500 ***********************************************************************
 AO0500  DESIGNATION -  W 1438
 AO0500  PID         -  AO0500
 AO0500  STATE/COUNTY-  TX/WEBB
 AO0500  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0500
 AO0500                         *CURRENT SURVEY CONTROL
 AO0500  ___________________________________________________________________
 AO0500* NAD 83(1986)-  28 11 57.     (N)    099 36 50.     (W)     SCALED    
 AO0500* NAVD 88     -       198.391  (meters)     650.89   (feet)  ADJUSTED  
 AO0500  ___________________________________________________________________
 AO0500  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AO0500  DYNAMIC HT  -         198.087 (meters)     649.89  (feet)  COMP
 AO0500  MODELED GRAV-     979,110.1   (mgal)                       NAVD 88
 AO0500
 AO0500  VERT ORDER  -  FIRST     CLASS II
 AO0500
 AO0500.The horizontal coordinates were scaled from a topographic map and have
 AO0500.an estimated accuracy of +/- 6 seconds.
 AO0500
 AO0500.The orthometric height was determined by differential leveling
 AO0500.and adjusted by the National Geodetic Survey in June 1991..
 AO0500
 AO0500.The geoid height was determined by GEOID03.
 AO0500
 AO0500.The dynamic height is computed by dividing the NAVD 88
 AO0500.geopotential number by the normal gravity value computed on the
 AO0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0500.degrees latitude (g = 980.6199 gals.).
 AO0500
 AO0500.The modeled gravity was interpolated from observed gravity values.
 AO0500
 AO0500;                    North         East    Units  Estimated Accuracy
 AO0500;SPC TX S     - 5,281,080.      190,630.      MT  (+/- 180 meters Scaled)
 AO0500
 AO0500                          SUPERSEDED SURVEY CONTROL
 AO0500
 AO0500.No superseded survey control is available for this station.
 AO0500
 AO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS397194(NAD 83)
 AO0500_MARKER: I = METAL ROD
 AO0500_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0500_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0500_STAMPING: W 1438 1982
 AO0500_MARK LOGO: NGS   
 AO0500_PROJECTION: FLUSH
 AO0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AO0500+STABILITY: POSITION/ELEVATION WELL
 AO0500_ROD/PIPE-DEPTH: 9.5  meters
 AO0500_SLEEVE-DEPTH  : 9.1 meters
 AO0500
 AO0500  HISTORY     - Date     Condition        Report By
 AO0500  HISTORY     - 1982     MONUMENTED       NGS
 AO0500
 AO0500                          STATION DESCRIPTION
 AO0500
 AO0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0500'16.8 KM (10.45 MI) SE FROM CATARINA.
 AO0500'16.8 KM (10.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST
 AO0500'OFFICE AT CATARINA AT A REST AREA LOCATED ABOUT 0.2 KM (0.1 MI)
 AO0500'SOUTHEAST OF THE WEBB AND DIMMIT COUNTY LINE, 50.2 METERS (165.0 FT)
 AO0500'EAST OF THE CENTERLINE OF THE HIGHWAY, 9.1 METERS (30.0 FT) EAST
 AO0500'NORTHEAST OF THE NORTHEAST BRICK PILLAR OF THE PICNIC SHELTER,
 AO0500'13.7 METERS (45.0 FT) NORTHEAST OF THE SOUTHWEST BRICK PILLAR OF THE
 AO0500'PICNIC SHELTER, 23.1 METERS (76.0 FT) EAST OF THE CENTER OF THE
 AO0500'DRIVEWAY TO SHELTER, 0.9 METER (3.0 FT) WEST OF THE FENCE, 76.8 METERS
 AO0500'(252.0 FT) SOUTH OF THE MOST NORTHEASTERLY CORNER FENCE POST AT A TURN
 AO0500'IN FENCE LINE, AND 83.5 METERS (274.0 FT) NORTH OF THE MOST
 AO0500'SOUTHEASTERLY CORNER FENCE POST AT A TURN IN FENCE LINE SOUTH OF THE
 AO0500'PICNIC SHELTER.
 AO0500'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 AO0500'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0515 ***********************************************************************
 AZ0515  DESIGNATION -  W 1439
 AZ0515  PID         -  AZ0515
 AZ0515  STATE/COUNTY-  TX/MAVERICK
 AZ0515  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0515
 AZ0515                         *CURRENT SURVEY CONTROL
 AZ0515  ___________________________________________________________________
 AZ0515* NAD 83(1986)-  29 02 13.     (N)    100 28 57.     (W)     SCALED    
 AZ0515* NAVD 88     -       284.656  (meters)     933.91   (feet)  ADJUSTED  
 AZ0515  ___________________________________________________________________
 AZ0515  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0515  DYNAMIC HT  -         284.238 (meters)     932.54  (feet)  COMP
 AZ0515  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 AZ0515
 AZ0515  VERT ORDER  -  FIRST     CLASS II
 AZ0515
 AZ0515.The horizontal coordinates were scaled from a topographic map and have
 AZ0515.an estimated accuracy of +/- 6 seconds.
 AZ0515
 AZ0515.The orthometric height was determined by differential leveling
 AZ0515.and adjusted by the National Geodetic Survey in June 1991..
 AZ0515
 AZ0515.The geoid height was determined by GEOID03.
 AZ0515
 AZ0515.The dynamic height is computed by dividing the NAVD 88
 AZ0515.geopotential number by the normal gravity value computed on the
 AZ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0515.degrees latitude (g = 980.6199 gals.).
 AZ0515
 AZ0515.The modeled gravity was interpolated from observed gravity values.
 AZ0515
 AZ0515;                    North         East    Units  Estimated Accuracy
 AZ0515;SPC TXSC     - 4,134,310.      455,620.      MT  (+/- 180 meters Scaled)
 AZ0515
 AZ0515                          SUPERSEDED SURVEY CONTROL
 AZ0515
 AZ0515.No superseded survey control is available for this station.
 AZ0515
 AZ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT556129(NAD 83)
 AZ0515_MARKER: I = METAL ROD
 AZ0515_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AZ0515_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AZ0515_STAMPING: W 1439 1982
 AZ0515_MARK LOGO: NGS   
 AZ0515_PROJECTION: RECESSED 3 CENTIMETERS
 AZ0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0515+STABILITY: POSITION/ELEVATION WELL
 AZ0515_ROD/PIPE-DEPTH: 6.4  meters
 AZ0515_SLEEVE-DEPTH  : 2.4 meters
 AZ0515
 AZ0515  HISTORY     - Date     Condition        Report By
 AZ0515  HISTORY     - 1982     MONUMENTED       NGS
 AZ0515
 AZ0515                          STATION DESCRIPTION
 AZ0515
 AZ0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0515'17.4 KM (19.8 MI) SW FROM SPOFFORD.
 AZ0515'17.4 KM (10.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AZ0515'STATE FARM ROAD 1572 IN SPOFFORD, AND ALSO 5.8 KM (3.6 MI) SOUTHWEST
 AZ0515'OF THE MAVERICK AND KINNEY COUNTY LINE, AT A PIPELINE CROSSING,
 AZ0515'27.4 METERS (90.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 AZ0515'90.2 METERS (296.0 FT) NORTHWEST AND ACROSS THE HIGHWAY FROM THE
 AZ0515'CENTER OF A METAL CATTLE GUARD, 26.3 METERS (86.5 FT) NORTH OF THE
 AZ0515'VENT PIPE FOR THE PIPE LINE, 14.2 METERS (46.5 FT) NORTH OF THE CENTER
 AZ0515'OF A METAL GATE OF THE WEST SIDE OF THE HIGHWAY, 17.3 METERS (57.0 FT)
 AZ0515'SOUTHWEST OF A LONE TREE ON THE RIGHT OF WAY, 0.6 METER (2.0 FT) EAST
 AZ0515'OF A FENCE, AND 83.8 METERS (275.0 FT) SOUTHWEST AND ACROSS HIGHWAY
 AZ0515'FROM A UNDERGROUND CABLE POLE AND SIGN NUMBER 434.
 AZ0515'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 AZ0515'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1637 ***********************************************************************
 AY1637  DESIGNATION -  W 1440
 AY1637  PID         -  AY1637
 AY1637  STATE/COUNTY-  TX/BEXAR
 AY1637  USGS QUAD   -  CULEBRA HILL (1993)
 AY1637
 AY1637                         *CURRENT SURVEY CONTROL
 AY1637  ___________________________________________________________________
 AY1637* NAD 83(1986)-  29 22 52.     (N)    098 42 03.     (W)     SCALED    
 AY1637* NAVD 88     -       248.387  (meters)     814.92   (feet)  ADJUSTED  
 AY1637  ___________________________________________________________________
 AY1637  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AY1637  DYNAMIC HT  -         248.027 (meters)     813.74  (feet)  COMP
 AY1637  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AY1637
 AY1637  VERT ORDER  -  FIRST     CLASS II
 AY1637
 AY1637.The horizontal coordinates were scaled from a topographic map and have
 AY1637.an estimated accuracy of +/- 6 seconds.
 AY1637
 AY1637.The orthometric height was determined by differential leveling
 AY1637.and adjusted by the National Geodetic Survey in June 1991..
 AY1637
 AY1637.The geoid height was determined by GEOID03.
 AY1637
 AY1637.The dynamic height is computed by dividing the NAVD 88
 AY1637.geopotential number by the normal gravity value computed on the
 AY1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1637.degrees latitude (g = 980.6199 gals.).
 AY1637
 AY1637.The modeled gravity was interpolated from observed gravity values.
 AY1637
 AY1637;                    North         East    Units  Estimated Accuracy
 AY1637;SPC TXSC     - 4,171,570.      629,040.      MT  (+/- 180 meters Scaled)
 AY1637
 AY1637                          SUPERSEDED SURVEY CONTROL
 AY1637
 AY1637.No superseded survey control is available for this station.
 AY1637
 AY1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT290502(NAD 83)
 AY1637_MARKER: I = METAL ROD
 AY1637_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1637_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1637_STAMPING: W 1440 1982
 AY1637_MARK LOGO: NGS   
 AY1637_PROJECTION: RECESSED 3 CENTIMETERS
 AY1637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1637+STABILITY: POSITION/ELEVATION WELL
 AY1637_ROD/PIPE-DEPTH: 12.1 meters
 AY1637_SLEEVE-DEPTH  : 9.1 meters
 AY1637
 AY1637  HISTORY     - Date     Condition        Report By
 AY1637  HISTORY     - 1982     MONUMENTED       NGS
 AY1637  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY1637
 AY1637                          STATION DESCRIPTION
 AY1637
 AY1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1637'17.7 KM (11.0 MI) EAST FROM CASTROVILLE.
 AY1637'17.7 KM (11.0 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 AY1637'STATE FARM ROAD 471 NORTH IN CASTROVILLE, TO THE CHARLES W. ANDERSON
 AY1637'OVERPASS BRIDGE AT HIGHWAY LOOP 1604 AND SET BY THE SOUTHEAST CORNER
 AY1637'OF THE SOUTHEAST END OF THE CONCRETE GUARD RAIL OF THE OVERPASS,
 AY1637'62.1 METERS (204.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AY1637'TRAFFIC LANE OF U.S. HIGHWAY 90, 9.1 METERS (30.0 FT) EAST OF THE
 AY1637'CENTERLINE OF HIGHWAY LOOP ROAD 1604, 39.6 METERS (130.0 FT) NORTH OF
 AY1637'THE SOUTH END OF THE METAL GUARD RAIL ON THE EAST SIDE OF HIGHWAY
 AY1637'1604, 1.5 METERS (5.0 FT) EAST OF THE GUARD RAIL, 4.7 METERS (15.5 FT)
 AY1637'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE GUARD RAIL AT THE
 AY1637'SOUTHEAST CORNER OF THE OVERPASS.
 AY1637'THE MARK IS ABOVE LEVEL WITH HIGHWAY 1604.
 AY1637
 AY1637                          STATION RECOVERY (1999)
 AY1637
 AY1637'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0561 ***********************************************************************
 BN0561  DESIGNATION -  W 1441
 BN0561  PID         -  BN0561
 BN0561  STATE/COUNTY-  TX/MASON
 BN0561  USGS QUAD   -  MASON (1979)
 BN0561
 BN0561                         *CURRENT SURVEY CONTROL
 BN0561  ___________________________________________________________________
 BN0561* NAD 83(1986)-  30 44 12.     (N)    099 13 03.     (W)     SCALED    
 BN0561* NAVD 88     -       459.370  (meters)    1507.12   (feet)  ADJUSTED  
 BN0561  ___________________________________________________________________
 BN0561  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BN0561  DYNAMIC HT  -         458.746 (meters)    1505.07  (feet)  COMP
 BN0561  MODELED GRAV-     979,268.7   (mgal)                       NAVD 88
 BN0561
 BN0561  VERT ORDER  -  FIRST     CLASS II
 BN0561
 BN0561.The horizontal coordinates were scaled from a topographic map and have
 BN0561.an estimated accuracy of +/- 6 seconds.
 BN0561
 BN0561.The orthometric height was determined by differential leveling
 BN0561.and adjusted by the National Geodetic Survey in June 1991..
 BN0561
 BN0561.The geoid height was determined by GEOID03.
 BN0561
 BN0561.The dynamic height is computed by dividing the NAVD 88
 BN0561.geopotential number by the normal gravity value computed on the
 BN0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0561.degrees latitude (g = 980.6199 gals.).
 BN0561
 BN0561.The modeled gravity was interpolated from observed gravity values.
 BN0561
 BN0561;                    North         East    Units  Estimated Accuracy
 BN0561;SPC TX C     - 3,119,150.      806,850.      MT  (+/- 180 meters Scaled)
 BN0561
 BN0561                          SUPERSEDED SURVEY CONTROL
 BN0561
 BN0561.No superseded survey control is available for this station.
 BN0561
 BN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV791004(NAD 83)
 BN0561_MARKER: I = METAL ROD
 BN0561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0561_SP_SET: STAINLESS STEEL ROD
 BN0561_STAMPING: W 1441 1982
 BN0561_MARK LOGO: NGS   
 BN0561_PROJECTION: FLUSH
 BN0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0561+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0561_ROD/PIPE-DEPTH: 7.6  meters
 BN0561
 BN0561  HISTORY     - Date     Condition        Report By
 BN0561  HISTORY     - 1982     MONUMENTED       NGS
 BN0561  HISTORY     - 19910618 GOOD             USPSQD
 BN0561  HISTORY     - 19960212 GOOD             USPSQD
 BN0561  HISTORY     - 20041005 GOOD             USPSQD
 BN0561  HISTORY     - 20051123 GOOD             USPSQD
 BN0561
 BN0561                          STATION DESCRIPTION
 BN0561
 BN0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0561'2.0 KM (1.25 MI) SE FROM MASON.
 BN0561'2.0 KM (1.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0561'IN MASON, SET AT THE JUNCTION OF U.S. HIGHWAY 87 AND RANCH ROAD 1723
 BN0561'SOUTH, NORTHEAST OF MASON COUNTY MONUMENT, 25.6 METERS (84.0 FT)
 BN0561'SOUTHWEST OF CENTERLINE OF U.S. HIGHWAY 87, 22.8 METERS (75.0 FT)
 BN0561'SOUTH OF THE SOUTHWEST END OF THE CENTER OF A HEADWALL OF A SMALL
 BN0561'CONCRETE CULVERT, 10.4 METERS (34.5 FT) NORTHEAST OF THE CENTER OF
 BN0561'RANCH ROAD 1723, AND 0.7 METER (2.5 FT) NORTH NORTHWEST OF THE
 BN0561'NORTHWEST EDGE OF A MONUMENT TO MASON COUNTY, NOTE, ROD DRIVEN TO
 BN0561'REFUSAL.
 BN0561'THE MARK IS 0.9 M BELOW HIGHWAY.
 BN0561
 BN0561                          STATION RECOVERY (1991)
 BN0561
 BN0561'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0561'RECOVERED IN GOOD CONDITION.
 BN0561
 BN0561                          STATION RECOVERY (1996)
 BN0561
 BN0561'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0561'RECOVERED IN GOOD CONDITION.
 BN0561
 BN0561                          STATION RECOVERY (2004)
 BN0561
 BN0561'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0561'RECOVERED IN GOOD CONDITION.
 BN0561
 BN0561                          STATION RECOVERY (2005)
 BN0561
 BN0561'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0561'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0719 ***********************************************************************
 CB0719  DESIGNATION -  W 1442
 CB0719  PID         -  CB0719
 CB0719  STATE/COUNTY-  TX/IRION
 CB0719  USGS QUAD   -  SUGGS (1971)
 CB0719
 CB0719                         *CURRENT SURVEY CONTROL
 CB0719  ___________________________________________________________________
 CB0719* NAD 83(1986)-  31 07 14.     (N)    101 03 05.     (W)     SCALED    
 CB0719* NAVD 88     -       749.466  (meters)    2458.87   (feet)  ADJUSTED  
 CB0719  ___________________________________________________________________
 CB0719  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CB0719  DYNAMIC HT  -         748.391 (meters)    2455.35  (feet)  COMP
 CB0719  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 CB0719
 CB0719  VERT ORDER  -  FIRST     CLASS II
 CB0719
 CB0719.The horizontal coordinates were scaled from a topographic map and have
 CB0719.an estimated accuracy of +/- 6 seconds.
 CB0719
 CB0719.The orthometric height was determined by differential leveling
 CB0719.and adjusted by the National Geodetic Survey in June 1991..
 CB0719
 CB0719.The geoid height was determined by GEOID03.
 CB0719
 CB0719.The dynamic height is computed by dividing the NAVD 88
 CB0719.geopotential number by the normal gravity value computed on the
 CB0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0719.degrees latitude (g = 980.6199 gals.).
 CB0719
 CB0719.The modeled gravity was interpolated from observed gravity values.
 CB0719
 CB0719;                    North         East    Units  Estimated Accuracy
 CB0719;SPC TX C     - 3,161,390.      631,520.      MT  (+/- 180 meters Scaled)
 CB0719
 CB0719                          SUPERSEDED SURVEY CONTROL
 CB0719
 CB0719.No superseded survey control is available for this station.
 CB0719
 CB0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV043447(NAD 83)
 CB0719_MARKER: I = METAL ROD
 CB0719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0719_SP_SET: STAINLESS STEEL ROD
 CB0719_STAMPING: W 1442 1981
 CB0719_MARK LOGO: NGS   
 CB0719_PROJECTION: FLUSH
 CB0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0719+STABILITY: POSITION/ELEVATION WELL
 CB0719_ROD/PIPE-DEPTH: 5.8  meters
 CB0719
 CB0719  HISTORY     - Date     Condition        Report By
 CB0719  HISTORY     - 1981     MONUMENTED       NGS
 CB0719
 CB0719                          STATION DESCRIPTION
 CB0719
 CB0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0719'29.9 KM (18.6 MI) SW FROM MERTZON.
 CB0719'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0719'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0719'67, THENCE 18.8 KM (11.7 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0719'AND SANTA FE RAILROAD, 12.9 METERS (42.4 FT) NORTH OF THE NEAR RAIL,
 CB0719'10.4 METERS (34.1 FT) SOUTH OF THE CENTER OF THE ROAD AND 1.4 METERS
 CB0719'(4.6 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CB0719'THROUGH A 5-INCH LOGO CAP.
 CB0719'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0465 ***********************************************************************
 AZ0465  DESIGNATION -  W 1443
 AZ0465  PID         -  AZ0465
 AZ0465  STATE/COUNTY-  TX/VAL VERDE
 AZ0465  USGS QUAD   -  MIERS RANCH (1972)
 AZ0465
 AZ0465                         *CURRENT SURVEY CONTROL
 AZ0465  ___________________________________________________________________
 AZ0465* NAD 83(1986)-  29 42 18.     (N)    100 50 00.     (W)     SCALED    
 AZ0465* NAVD 88     -       523.502  (meters)    1717.52   (feet)  ADJUSTED  
 AZ0465  ___________________________________________________________________
 AZ0465  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0465  DYNAMIC HT  -         522.729 (meters)    1714.99  (feet)  COMP
 AZ0465  MODELED GRAV-     979,148.7   (mgal)                       NAVD 88
 AZ0465
 AZ0465  VERT ORDER  -  FIRST     CLASS II
 AZ0465
 AZ0465.The horizontal coordinates were scaled from a topographic map and have
 AZ0465.an estimated accuracy of +/- 6 seconds.
 AZ0465
 AZ0465.The orthometric height was determined by differential leveling
 AZ0465.and adjusted by the National Geodetic Survey in June 1991..
 AZ0465
 AZ0465.The geoid height was determined by GEOID03.
 AZ0465
 AZ0465.The dynamic height is computed by dividing the NAVD 88
 AZ0465.geopotential number by the normal gravity value computed on the
 AZ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0465.degrees latitude (g = 980.6199 gals.).
 AZ0465
 AZ0465.The modeled gravity was interpolated from observed gravity values.
 AZ0465
 AZ0465;                    North         East    Units  Estimated Accuracy
 AZ0465;SPC TXSC     - 4,208,820.      422,620.      MT  (+/- 180 meters Scaled)
 AZ0465
 AZ0465                          SUPERSEDED SURVEY CONTROL
 AZ0465
 AZ0465.No superseded survey control is available for this station.
 AZ0465
 AZ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT226875(NAD 83)
 AZ0465_MARKER: DB = BENCH MARK DISK
 AZ0465_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0465_SP_SET: ROCK OUTCROP
 AZ0465_STAMPING: W 1443 1981
 AZ0465_MARK LOGO: NGS   
 AZ0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0465+STABILITY: POSITION/ELEVATION WELL
 AZ0465
 AZ0465  HISTORY     - Date     Condition        Report By
 AZ0465  HISTORY     - 1981     MONUMENTED       NGS
 AZ0465  HISTORY     - 19990525 GOOD             USPSQD
 AZ0465
 AZ0465                          STATION DESCRIPTION
 AZ0465
 AZ0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0465'33.0 KM (20.5 MI) NORTH FROM DEL RIO.
 AZ0465'33.0 KM (20.5 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0465'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN A 2 BY
 AZ0465'4 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) SOUTHWEST
 AZ0465'OF A SIDE ROAD LEADING NORTHEAST, 18.0 METERS (59.1 FT) WEST-NORTHWEST
 AZ0465'OF THE CENTERLINE OF THE HIGHWAY AND 4.8 METERS (15.7 FT)
 AZ0465'EAST-SOUTHEAST OF A FENCE.
 AZ0465'THE MARK IS 0.2 METERS  SSW FROM A WITNESS POST.
 AZ0465'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AZ0465
 AZ0465                          STATION RECOVERY (1999)
 AZ0465
 AZ0465'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0405 ***********************************************************************
 BO0405  DESIGNATION -  W 1444
 BO0405  PID         -  BO0405
 BO0405  STATE/COUNTY-  TX/EDWARDS
 BO0405  USGS QUAD   -  RAY LAKE SW (1987)
 BO0405
 BO0405                         *CURRENT SURVEY CONTROL
 BO0405  ___________________________________________________________________
 BO0405* NAD 83(1986)-  30 00 33.     (N)    100 24 13.     (W)     SCALED    
 BO0405* NAVD 88     -       677.025  (meters)    2221.21   (feet)  ADJUSTED  
 BO0405  ___________________________________________________________________
 BO0405  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BO0405  DYNAMIC HT  -         676.019 (meters)    2217.91  (feet)  COMP
 BO0405  MODELED GRAV-     979,134.6   (mgal)                       NAVD 88
 BO0405
 BO0405  VERT ORDER  -  FIRST     CLASS II
 BO0405
 BO0405.The horizontal coordinates were scaled from a topographic map and have
 BO0405.an estimated accuracy of +/- 6 seconds.
 BO0405
 BO0405.The orthometric height was determined by differential leveling
 BO0405.and adjusted by the National Geodetic Survey in June 1991..
 BO0405
 BO0405.The geoid height was determined by GEOID03.
 BO0405
 BO0405.The dynamic height is computed by dividing the NAVD 88
 BO0405.geopotential number by the normal gravity value computed on the
 BO0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0405.degrees latitude (g = 980.6199 gals.).
 BO0405
 BO0405.The modeled gravity was interpolated from observed gravity values.
 BO0405
 BO0405;                    North         East    Units  Estimated Accuracy
 BO0405;SPC TXSC     - 4,241,960.      464,600.      MT  (+/- 180 meters Scaled)
 BO0405
 BO0405                          SUPERSEDED SURVEY CONTROL
 BO0405
 BO0405.No superseded survey control is available for this station.
 BO0405
 BO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU646206(NAD 83)
 BO0405_MARKER: DB = BENCH MARK DISK
 BO0405_SETTING: 66 = SET IN ROCK OUTCROP
 BO0405_SP_SET: ROCK OUTCROP
 BO0405_STAMPING: W 1444 1981
 BO0405_MARK LOGO: NGS   
 BO0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0405+STABILITY: POSITION/ELEVATION WELL
 BO0405
 BO0405  HISTORY     - Date     Condition        Report By
 BO0405  HISTORY     - 1981     MONUMENTED       NGS
 BO0405
 BO0405                          STATION DESCRIPTION
 BO0405
 BO0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0405'19.6 KM (12.2 MI) SW FROM ROCKSPRINGS.
 BO0405'19.6 KM (12.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0405'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 4 BY 6 FT EXPOSED
 BO0405'AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) EAST OF A SIDE ROAD
 BO0405'LEADING NORTH, 15.3 METERS (50.2 FT) SOUTH OF THE CENTERLINE OF THE
 BO0405'HIGHWAY AND 3.3 METERS (10.8 FT) NORTH OF A FENCE.
 BO0405'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BO0405'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0419 ***********************************************************************
 BN0419  DESIGNATION -  W 1445
 BN0419  PID         -  BN0419
 BN0419  STATE/COUNTY-  TX/EDWARDS
 BN0419  USGS QUAD   -  BRADFORD CREEK (1971)
 BN0419
 BN0419                         *CURRENT SURVEY CONTROL
 BN0419  ___________________________________________________________________
 BN0419* NAD 83(1986)-  30 14 43.     (N)    099 58 06.     (W)     SCALED    
 BN0419* NAVD 88     -       616.551  (meters)    2022.80   (feet)  ADJUSTED  
 BN0419  ___________________________________________________________________
 BN0419  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BN0419  DYNAMIC HT  -         615.654 (meters)    2019.86  (feet)  COMP
 BN0419  MODELED GRAV-     979,166.8   (mgal)                       NAVD 88
 BN0419
 BN0419  VERT ORDER  -  FIRST     CLASS II
 BN0419
 BN0419.The horizontal coordinates were scaled from a topographic map and have
 BN0419.an estimated accuracy of +/- 6 seconds.
 BN0419
 BN0419.The orthometric height was determined by differential leveling
 BN0419.and adjusted by the National Geodetic Survey in June 1991..
 BN0419
 BN0419.The geoid height was determined by GEOID03.
 BN0419
 BN0419.The dynamic height is computed by dividing the NAVD 88
 BN0419.geopotential number by the normal gravity value computed on the
 BN0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0419.degrees latitude (g = 980.6199 gals.).
 BN0419
 BN0419.The modeled gravity was interpolated from observed gravity values.
 BN0419
 BN0419;                    North         East    Units  Estimated Accuracy
 BN0419;SPC TXSC     - 4,267,700.      506,800.      MT  (+/- 180 meters Scaled)
 BN0419
 BN0419                          SUPERSEDED SURVEY CONTROL
 BN0419
 BN0419.No superseded survey control is available for this station.
 BN0419
 BN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU068463(NAD 83)
 BN0419_MARKER: DB = BENCH MARK DISK
 BN0419_SETTING: 66 = SET IN ROCK OUTCROP
 BN0419_SP_SET: ROCK OUTCROP
 BN0419_STAMPING: W 1445 1981
 BN0419_MARK LOGO: NGS   
 BN0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0419+STABILITY: POSITION/ELEVATION WELL
 BN0419
 BN0419  HISTORY     - Date     Condition        Report By
 BN0419  HISTORY     - 1981     MONUMENTED       NGS
 BN0419
 BN0419                          STATION DESCRIPTION
 BN0419
 BN0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0419'36.9 KM (22.95 MI) NE FROM ROCKSPRINGS.
 BN0419'36.9 KM (22.95 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BN0419'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 4 FT EXPOSED
 BN0419'AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) NORTHEAST OF A SIDE ROAD
 BN0419'LEADING NORTHWEST, 9.3 METERS (30.5 FT) NORTHWEST OF A FENCE AND 8.4
 BN0419'METERS (27.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 BN0419'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BN0419'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0738 ***********************************************************************
 CB0738  DESIGNATION -  W 1446
 CB0738  PID         -  CB0738
 CB0738  STATE/COUNTY-  TX/IRION
 CB0738  USGS QUAD   -  TANKERSLEY (1984)
 CB0738
 CB0738                         *CURRENT SURVEY CONTROL
 CB0738  ___________________________________________________________________
 CB0738* NAD 83(1986)-  31 20 17.     (N)    100 43 31.     (W)     SCALED    
 CB0738* NAVD 88     -       632.254  (meters)    2074.32   (feet)  ADJUSTED  
 CB0738  ___________________________________________________________________
 CB0738  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CB0738  DYNAMIC HT  -         631.380 (meters)    2071.45  (feet)  COMP
 CB0738  MODELED GRAV-     979,237.2   (mgal)                       NAVD 88
 CB0738
 CB0738  VERT ORDER  -  FIRST     CLASS II
 CB0738
 CB0738.The horizontal coordinates were scaled from a topographic map and have
 CB0738.an estimated accuracy of +/- 6 seconds.
 CB0738
 CB0738.The orthometric height was determined by differential leveling
 CB0738.and adjusted by the National Geodetic Survey in June 1991..
 CB0738
 CB0738.The geoid height was determined by GEOID03.
 CB0738
 CB0738.The dynamic height is computed by dividing the NAVD 88
 CB0738.geopotential number by the normal gravity value computed on the
 CB0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0738.degrees latitude (g = 980.6199 gals.).
 CB0738
 CB0738.The modeled gravity was interpolated from observed gravity values.
 CB0738
 CB0738;                    North         East    Units  Estimated Accuracy
 CB0738;SPC TX C     - 3,185,350.      662,700.      MT  (+/- 180 meters Scaled)
 CB0738
 CB0738                          SUPERSEDED SURVEY CONTROL
 CB0738
 CB0738.No superseded survey control is available for this station.
 CB0738
 CB0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV358683(NAD 83)
 CB0738_MARKER: I = METAL ROD
 CB0738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0738_SP_SET: STAINLESS STEEL ROD
 CB0738_STAMPING: W 1446 1981
 CB0738_MARK LOGO: NGS   
 CB0738_PROJECTION: FLUSH
 CB0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0738_ROD/PIPE-DEPTH: 3.0  meters
 CB0738
 CB0738  HISTORY     - Date     Condition        Report By
 CB0738  HISTORY     - 1981     MONUMENTED       NGS
 CB0738
 CB0738                          STATION DESCRIPTION
 CB0738
 CB0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0738'13.6 KM (8.45 MI) NE FROM MERTZON.
 CB0738'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0738'MERTZON, THENCE 13.5 KM (8.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 67,
 CB0738'41.5 METERS (136.2 FT) WEST-SOUTHWEST OF THE CENTER OF A PRIVATE ROAD
 CB0738'LEADING SOUTH-SOUTHEAST, 17.5 METERS (57.4 FT) SOUTH-SOUTHEAST OF THE
 CB0738'CENTERLINE OF THE HIGHWAY, 12.3 METERS (40.4 FT) NORTH-NORTHWEST OF
 CB0738'THE NEAR RAIL OF THE ATCHINSON, TOPEKA AND SANTA FE RAILROAD AND 1.3
 CB0738'METERS (4.3 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CB0738'POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0738'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CB0738'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0493 ***********************************************************************
 BN0493  DESIGNATION -  W 1447
 BN0493  PID         -  BN0493
 BN0493  STATE/COUNTY-  TX/MCCULLOCH
 BN0493  USGS QUAD   -  ROBBERS ROOST (1970)
 BN0493
 BN0493                         *CURRENT SURVEY CONTROL
 BN0493  ___________________________________________________________________
 BN0493* NAD 83(1986)-  30 59 50.     (N)    099 33 23.     (W)     SCALED    
 BN0493* NAVD 88     -       599.143  (meters)    1965.69   (feet)  ADJUSTED  
 BN0493  ___________________________________________________________________
 BN0493  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BN0493  DYNAMIC HT  -         598.321 (meters)    1962.99  (feet)  COMP
 BN0493  MODELED GRAV-     979,249.8   (mgal)                       NAVD 88
 BN0493
 BN0493  VERT ORDER  -  FIRST     CLASS II
 BN0493
 BN0493.The horizontal coordinates were scaled from a topographic map and have
 BN0493.an estimated accuracy of +/- 6 seconds.
 BN0493
 BN0493.The orthometric height was determined by differential leveling
 BN0493.and adjusted by the National Geodetic Survey in June 1991..
 BN0493
 BN0493.The geoid height was determined by GEOID03.
 BN0493
 BN0493.The dynamic height is computed by dividing the NAVD 88
 BN0493.geopotential number by the normal gravity value computed on the
 BN0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0493.degrees latitude (g = 980.6199 gals.).
 BN0493
 BN0493.The modeled gravity was interpolated from observed gravity values.
 BN0493
 BN0493;                    North         East    Units  Estimated Accuracy
 BN0493;SPC TX C     - 3,147,760.      774,190.      MT  (+/- 180 meters Scaled)
 BN0493
 BN0493                          SUPERSEDED SURVEY CONTROL
 BN0493
 BN0493.No superseded survey control is available for this station.
 BN0493
 BN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV468294(NAD 83)
 BN0493_MARKER: DB = BENCH MARK DISK
 BN0493_SETTING: 66 = SET IN ROCK OUTCROP
 BN0493_SP_SET: ROCK OUTCROP
 BN0493_STAMPING: W 1447 1981
 BN0493_MARK LOGO: NGS   
 BN0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0493+STABILITY: POSITION/ELEVATION WELL
 BN0493
 BN0493  HISTORY     - Date     Condition        Report By
 BN0493  HISTORY     - 1981     MONUMENTED       NGS
 BN0493
 BN0493                          STATION DESCRIPTION
 BN0493
 BN0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0493'22.6 KM (14.05 MI) NE FROM MENARD.
 BN0493'22.6 KM (14.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0493'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, IN A 20 BY
 BN0493'20 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 1.0 KM (0.6 MI)
 BN0493'EAST-NORTHEAST OF A GRAVELED ROAD LEADING NORTH, 18.4 METERS (60.4 FT)
 BN0493'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.3 METER (1.0
 BN0493'FT) NORTH-NORTHWEST OF A FENCE.
 BN0493'THE MARK IS 2.9 METERS  ENE FROM A WITNESS POST.
 BN0493'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0471 ***********************************************************************
 BN0471  DESIGNATION -  W 1448
 BN0471  PID         -  BN0471
 BN0471  STATE/COUNTY-  TX/MENARD
 BN0471  USGS QUAD   -  SPOON DRAW (1970)
 BN0471
 BN0471                         *CURRENT SURVEY CONTROL
 BN0471  ___________________________________________________________________
 BN0471* NAD 83(1986)-  30 52 04.     (N)    099 45 50.     (W)     SCALED    
 BN0471* NAVD 88     -       645.371  (meters)    2117.35   (feet)  ADJUSTED  
 BN0471  ___________________________________________________________________
 BN0471  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 BN0471  DYNAMIC HT  -         644.469 (meters)    2114.40  (feet)  COMP
 BN0471  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 BN0471
 BN0471  VERT ORDER  -  FIRST     CLASS II
 BN0471
 BN0471.The horizontal coordinates were scaled from a topographic map and have
 BN0471.an estimated accuracy of +/- 6 seconds.
 BN0471
 BN0471.The orthometric height was determined by differential leveling
 BN0471.and adjusted by the National Geodetic Survey in June 1991..
 BN0471
 BN0471.The geoid height was determined by GEOID03.
 BN0471
 BN0471.The dynamic height is computed by dividing the NAVD 88
 BN0471.geopotential number by the normal gravity value computed on the
 BN0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0471.degrees latitude (g = 980.6199 gals.).
 BN0471
 BN0471.The modeled gravity was interpolated from observed gravity values.
 BN0471
 BN0471;                    North         East    Units  Estimated Accuracy
 BN0471;SPC TX C     - 3,133,290.      754,450.      MT  (+/- 180 meters Scaled)
 BN0471
 BN0471                          SUPERSEDED SURVEY CONTROL
 BN0471
 BN0471.No superseded survey control is available for this station.
 BN0471
 BN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV269151(NAD 83)
 BN0471_MARKER: DB = BENCH MARK DISK
 BN0471_SETTING: 66 = SET IN ROCK OUTCROP
 BN0471_SP_SET: ROCK OUTCROP
 BN0471_STAMPING: W 1448 1981
 BN0471_MARK LOGO: NGS   
 BN0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0471+STABILITY: POSITION/ELEVATION WELL
 BN0471
 BN0471  HISTORY     - Date     Condition        Report By
 BN0471  HISTORY     - 1981     MONUMENTED       NGS
 BN0471  HISTORY     - 1991     GOOD             USPSQD
 BN0471  HISTORY     - 19960806 GOOD             USPSQD
 BN0471
 BN0471                          STATION DESCRIPTION
 BN0471
 BN0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0471'8.9 KM (5.55 MI) SOUTH FROM MENARD.
 BN0471'8.9 KM (5.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0471'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, 0.1 KM (0.05 MI)
 BN0471'NORTH OF A GRAVELED ROAD LEADING WEST, IN AN EXPOSED AREA OF BEDROCK
 BN0471'AT A HIGHWAY CUT, 24.8 METERS (81.4 FT) EAST OF UTILITY POLE NUMBER
 BN0471'3-95, 10.0 METERS (32.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND
 BN0471'5.4 METERS (17.7 FT) WEST OF A FENCE.
 BN0471'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BN0471'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 BN0471
 BN0471                          STATION RECOVERY (1991)
 BN0471
 BN0471'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0471'RECOVERED IN GOOD CONDITION.
 BN0471
 BN0471                          STATION RECOVERY (1996)
 BN0471
 BN0471'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0444 ***********************************************************************
 BN0444  DESIGNATION -  W 1449
 BN0444  PID         -  BN0444
 BN0444  STATE/COUNTY-  TX/KIMBLE
 BN0444  USGS QUAD   -  ELM SLOUGH (1987)
 BN0444
 BN0444                         *CURRENT SURVEY CONTROL
 BN0444  ___________________________________________________________________
 BN0444* NAD 83(1986)-  30 32 22.     (N)    099 45 59.     (W)     SCALED    
 BN0444* NAVD 88     -       593.027  (meters)    1945.62   (feet)  ADJUSTED  
 BN0444  ___________________________________________________________________
 BN0444  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BN0444  DYNAMIC HT  -         592.191 (meters)    1942.88  (feet)  COMP
 BN0444  MODELED GRAV-     979,210.9   (mgal)                       NAVD 88
 BN0444
 BN0444  VERT ORDER  -  FIRST     CLASS II
 BN0444
 BN0444.The horizontal coordinates were scaled from a topographic map and have
 BN0444.an estimated accuracy of +/- 6 seconds.
 BN0444
 BN0444.The orthometric height was determined by differential leveling
 BN0444.and adjusted by the National Geodetic Survey in June 1991..
 BN0444
 BN0444.The geoid height was determined by GEOID03.
 BN0444
 BN0444.The dynamic height is computed by dividing the NAVD 88
 BN0444.geopotential number by the normal gravity value computed on the
 BN0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0444.degrees latitude (g = 980.6199 gals.).
 BN0444
 BN0444.The modeled gravity was interpolated from observed gravity values.
 BN0444
 BN0444;                    North         East    Units  Estimated Accuracy
 BN0444;SPC TX C     - 3,096,890.      754,400.      MT  (+/- 180 meters Scaled)
 BN0444
 BN0444                          SUPERSEDED SURVEY CONTROL
 BN0444
 BN0444.No superseded survey control is available for this station.
 BN0444
 BN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU264788(NAD 83)
 BN0444_MARKER: DB = BENCH MARK DISK
 BN0444_SETTING: 66 = SET IN ROCK OUTCROP
 BN0444_SP_SET: ROCK OUTCROP
 BN0444_STAMPING: W 1449 1982
 BN0444_MARK LOGO: NGS   
 BN0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0444+STABILITY: POSITION/ELEVATION WELL
 BN0444
 BN0444  HISTORY     - Date     Condition        Report By
 BN0444  HISTORY     - 1982     MONUMENTED       NGS
 BN0444  HISTORY     - 1985     GOOD             NGS
 BN0444  HISTORY     - 1991     GOOD             USPSQD
 BN0444  HISTORY     - 19950731 GOOD             USPSQD
 BN0444
 BN0444                          STATION DESCRIPTION
 BN0444
 BN0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0444'6.4 KM (4.0 MI) NORTH FROM JUNCTION.
 BN0444'6.4 KM (4.0 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH
 BN0444'U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, IN AN EXPOSED
 BN0444'AREA OF BEDROCK AT THE SOUTH END OF A LARGE HIGHWAY CUT, 12.2 METERS
 BN0444'(40.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.0 METERS
 BN0444'(19.7 FT) NORTH OF THE SOUTH END OF THE CUT AND 2.7 METERS (8.9 FT)
 BN0444'WEST-SOUTHWEST OF A FENCE.
 BN0444'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 BN0444'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BN0444
 BN0444                          STATION RECOVERY (1985)
 BN0444
 BN0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BN0444'RECOVERED IN GOOD CONDITION.
 BN0444
 BN0444                          STATION RECOVERY (1991)
 BN0444
 BN0444'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0444'RECOVERED IN GOOD CONDITION.
 BN0444
 BN0444                          STATION RECOVERY (1995)
 BN0444
 BN0444'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0827 ***********************************************************************
 BN0827  DESIGNATION -  W 1449 RESET
 BN0827  PID         -  BN0827
 BN0827  STATE/COUNTY-  TX/KIMBLE
 BN0827  USGS QUAD   -  ELM SLOUGH (1987)
 BN0827
 BN0827                         *CURRENT SURVEY CONTROL
 BN0827  ___________________________________________________________________
 BN0827* NAD 83(1986)-  30 32 32.     (N)    099 45 59.     (W)     SCALED    
 BN0827* NAVD 88     -       593.45   (meters)    1947.0    (feet)  RESET     
 BN0827  ___________________________________________________________________
 BN0827  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BN0827
 BN0827  VERT ORDER  -  THIRD
 BN0827
 BN0827.The horizontal coordinates were scaled from a topographic map and have
 BN0827.an estimated accuracy of +/- 6 seconds.
 BN0827
 BN0827.The orthometric height was computed from unverified reset data.
 BN0827
 BN0827.The geoid height was determined by GEOID03.
 BN0827
 BN0827;                    North         East    Units  Estimated Accuracy
 BN0827;SPC TX C     - 3,097,200.      754,400.      MT  (+/- 180 meters Scaled)
 BN0827
 BN0827                          SUPERSEDED SURVEY CONTROL
 BN0827
 BN0827.No superseded survey control is available for this station.
 BN0827
 BN0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU264791(NAD 83)
 BN0827_MARKER: DV = VERTICAL CONTROL DISK
 BN0827_SETTING: 66 = SET IN ROCK OUTCROP
 BN0827_SP_SET: ROCK OUTCROP
 BN0827_STAMPING: W 1449 RESET 1985
 BN0827_MARK LOGO: NGS   
 BN0827_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0827+STABILITY: POSITION/ELEVATION WELL
 BN0827
 BN0827  HISTORY     - Date     Condition        Report By
 BN0827  HISTORY     - 1985     MONUMENTED       NGS
 BN0827
 BN0827                          STATION DESCRIPTION
 BN0827
 BN0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BN0827'6.4 KM (3.95 MI) NORTH ALONG US HIGHWAY 83 FROM ITS JUNCTION WITH US
 BN0827'HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 0.70 M (2.30 FT)
 BN0827'WEST-NORTHWEST OF A WITNESS POST, 1.55 M (5.09 FT) WEST-NORTHWEST FROM
 BN0827'A GUARD RAIL AND 15.24 M (50.00 FT) WEST-NORTHWEST FROM THE EXISTING
 BN0827'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0657 ***********************************************************************
 CU0657  DESIGNATION -  W 145
 CU0657  PID         -  CU0657
 CU0657  STATE/COUNTY-  TX/DAWSON
 CU0657  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0657
 CU0657                         *CURRENT SURVEY CONTROL
 CU0657  ___________________________________________________________________
 CU0657* NAD 83(1993)-  32 43 49.34137(N)    101 59 42.28779(W)     ADJUSTED  
 CU0657* NAVD 88     -       903.889  (meters)    2965.51   (feet)  ADJUSTED  
 CU0657  ___________________________________________________________________
 CU0657  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 CU0657  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CU0657  DYNAMIC HT  -         902.681 (meters)    2961.55  (feet)  COMP
 CU0657  MODELED GRAV-     979,270.8   (mgal)                       NAVD 88
 CU0657
 CU0657  HORZ ORDER  -  SECOND
 CU0657  VERT ORDER  -  SECOND    CLASS 0
 CU0657
 CU0657.The horizontal coordinates were established by classical geodetic methods
 CU0657.and adjusted by the National Geodetic Survey in February 1996..
 CU0657.No horizontal observational check was made to the station.
 CU0657
 CU0657.The orthometric height was determined by differential leveling
 CU0657.and adjusted by the National Geodetic Survey in June 1991..
 CU0657
 CU0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0657
 CU0657.The geoid height was determined by GEOID03.
 CU0657
 CU0657.The dynamic height is computed by dividing the NAVD 88
 CU0657.geopotential number by the normal gravity value computed on the
 CU0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0657.degrees latitude (g = 980.6199 gals.).
 CU0657
 CU0657.The modeled gravity was interpolated from observed gravity values.
 CU0657
 CU0657;                    North         East     Units Scale Factor Converg.
 CU0657;SPC TXNC     - 2,123,402.979   272,480.734   MT  0.99988825   -1 54 22.3
 CU0657;SPC TXNC     - 6,966,531.27    893,963.87   sFT  0.99988825   -1 54 22.3
 CU0657;UTM  14      - 3,625,365.554   219,310.715   MT  1.00057161   -1 37 13.6
 CU0657;UTM  13      - 3,625,391.695   781,611.822   MT  1.00057801   +1 37 32.8
 CU0657
 CU0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0657!SPC TXNC     -   0.99986187  x   0.99988825  =   0.99975014
 CU0657!UTM  14      -   0.99986187  x   1.00057161  =   1.00043341
 CU0657!UTM  13      -   0.99986187  x   1.00057801  =   1.00043980
 CU0657
 CU0657                          SUPERSEDED SURVEY CONTROL
 CU0657
 CU0657  NAD 83(1986)-  32 43 49.35045(N)    101 59 42.28059(W) AD(       ) 2
 CU0657  NAD 27      -  32 43 48.99327(N)    101 59 40.69347(W) AD(       ) 2
 CU0657  NGVD 29 (??/??/92)  903.561  (m)         2964.43   (f) ADJ UNCH    2 0
 CU0657
 CU0657.Superseded values are not recommended for survey control.
 CU0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0657.See file dsdata.txt to determine how the superseded data were derived.
 CU0657
 CU0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB1931125366(NAD 83)
 CU0657_MARKER: DB = BENCH MARK DISK
 CU0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0657_SP_SET: CULVERT
 CU0657_STAMPING: W 145 1939
 CU0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0657+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2003
 CU0657
 CU0657  HISTORY     - Date     Condition        Report By
 CU0657  HISTORY     - 1939     MONUMENTED       CGS
 CU0657  HISTORY     - 1975     GOOD             NGS
 CU0657  HISTORY     - 20030718 GOOD             TXDOT
 CU0657
 CU0657                          STATION DESCRIPTION
 CU0657
 CU0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CU0657'2.8 MI W FROM LAMESA.
 CU0657'2.8 MILES WEST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT LAMESA,
 CU0657'DAWSON COUNTY, AT A DIP, 40 FEET NORTH OF THE CENTERLINE OF THE
 CU0657'HIGHWAY, 15 FEET NORTH OF A LINE OF RUSHES.  AT A TRIPLE CONCRETE
 CU0657'CULVERT, IN THE TOP OF THE NORTH HEAD WALL, 4 FEET EAST OF THE WEST
 CU0657'END, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 CU0657'STAMPED W 145 1939.  NOTE-- BM IS NOW 5.5 FEET EAST OF THE WEST END OF
 CU0657'THE HEAD WALL, 41.5 FEET N OF THE CENTER LINE OF US. HIGHWAY 18 AND
 CU0657'ABOUT 1.5 MI W.N.W OF THE STATION MESA.
 CU0657
 CU0657                          STATION RECOVERY (1975)
 CU0657
 CU0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CU0657'RECOVERED IN GOOD CONDITION.
 CU0657
 CU0657                          STATION RECOVERY (2003)
 CU0657
 CU0657'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CU0657'DESCRIPTION IS GOOD OTHER THAN THE HIGHWAY NOW BEING STATE HWY 180 AND
 CU0657'THE LINE OF RUSHES IS GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0822 ***********************************************************************
 CT0822  DESIGNATION -  W 1450
 CT0822  PID         -  CT0822
 CT0822  STATE/COUNTY-  TX/TAYLOR
 CT0822  USGS QUAD   -  TUSCOLA (1967)
 CT0822
 CT0822                         *CURRENT SURVEY CONTROL
 CT0822  ___________________________________________________________________
 CT0822* NAD 83(1986)-  32 09 47.     (N)    099 45 06.     (W)     SCALED    
 CT0822* NAVD 88     -       585.873  (meters)    1922.15   (feet)  ADJUSTED  
 CT0822  ___________________________________________________________________
 CT0822  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CT0822  DYNAMIC HT  -         585.107 (meters)    1919.64  (feet)  COMP
 CT0822  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 CT0822
 CT0822  VERT ORDER  -  FIRST     CLASS II
 CT0822
 CT0822.The horizontal coordinates were scaled from a topographic map and have
 CT0822.an estimated accuracy of +/- 6 seconds.
 CT0822
 CT0822.The orthometric height was determined by differential leveling
 CT0822.and adjusted by the National Geodetic Survey in June 1991..
 CT0822
 CT0822.The geoid height was determined by GEOID03.
 CT0822
 CT0822.The dynamic height is computed by dividing the NAVD 88
 CT0822.geopotential number by the normal gravity value computed on the
 CT0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0822.degrees latitude (g = 980.6199 gals.).
 CT0822
 CT0822.The modeled gravity was interpolated from observed gravity values.
 CT0822
 CT0822;                    North         East    Units  Estimated Accuracy
 CT0822;SPC TXNC     - 2,055,750.      481,940.      MT  (+/- 180 meters Scaled)
 CT0822
 CT0822                          SUPERSEDED SURVEY CONTROL
 CT0822
 CT0822.No superseded survey control is available for this station.
 CT0822
 CT0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA291587(NAD 83)
 CT0822_MARKER: I = METAL ROD
 CT0822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0822_SP_SET: STAINLESS STEEL ROD
 CT0822_STAMPING: W 1450 1982
 CT0822_MARK LOGO: NGS   
 CT0822_PROJECTION: FLUSH
 CT0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0822_ROD/PIPE-DEPTH: 6.4  meters
 CT0822
 CT0822  HISTORY     - Date     Condition        Report By
 CT0822  HISTORY     - 1982     MONUMENTED       NGS
 CT0822  HISTORY     - 19940619 GOOD             USPSQD
 CT0822
 CT0822                          STATION DESCRIPTION
 CT0822
 CT0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0822'3.2 KM (2.0 MI) NW FROM LAWN.
 CT0822'3.2 KM (2.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0822'WITH FARM ROAD 604 IN LAWN, 17.9 METERS (58.7 FT) WEST OF THE
 CT0822'CENTERLINE OF THE HIGHWAY, 14.4 METERS (47.2 FT) NORTH OF UTILITY POLE
 CT0822'NUMBER 201-21 AND 9.1 METERS (29.9 FT) NORTH OF THE CENTER OF A FIELD
 CT0822'ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CT0822'LOGO CAP.
 CT0822'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CT0822'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0822
 CT0822                          STATION RECOVERY (1994)
 CT0822
 CT0822'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0681 ***********************************************************************
 CC0681  DESIGNATION -  W 1451
 CC0681  PID         -  CC0681
 CC0681  STATE/COUNTY-  TX/ECTOR
 CC0681  USGS QUAD   -  ODESSA SE (1981)
 CC0681
 CC0681                         *CURRENT SURVEY CONTROL
 CC0681  ___________________________________________________________________
 CC0681* NAD 83(1986)-  31 50 39.     (N)    102 22 02.     (W)     SCALED    
 CC0681* NAVD 88     -       878.700  (meters)    2882.87   (feet)  ADJUSTED  
 CC0681  ___________________________________________________________________
 CC0681  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CC0681  DYNAMIC HT  -         877.456 (meters)    2878.79  (feet)  COMP
 CC0681  MODELED GRAV-     979,194.5   (mgal)                       NAVD 88
 CC0681
 CC0681  VERT ORDER  -  FIRST     CLASS II
 CC0681
 CC0681.The horizontal coordinates were scaled from a topographic map and have
 CC0681.an estimated accuracy of +/- 6 seconds.
 CC0681
 CC0681.The orthometric height was determined by differential leveling
 CC0681.and adjusted by the National Geodetic Survey in June 1991..
 CC0681
 CC0681.The geoid height was determined by GEOID03.
 CC0681
 CC0681.The dynamic height is computed by dividing the NAVD 88
 CC0681.geopotential number by the normal gravity value computed on the
 CC0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0681.degrees latitude (g = 980.6199 gals.).
 CC0681
 CC0681.The modeled gravity was interpolated from observed gravity values.
 CC0681
 CC0681;                    North         East    Units  Estimated Accuracy
 CC0681;SPC TX C     - 3,243,160.      507,500.      MT  (+/- 180 meters Scaled)
 CC0681
 CC0681                          SUPERSEDED SURVEY CONTROL
 CC0681
 CC0681.No superseded survey control is available for this station.
 CC0681
 CC0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR491261(NAD 83)
 CC0681_MARKER: DV = VERTICAL CONTROL DISK
 CC0681_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0681_SP_SET: PIER OVERPASS
 CC0681_STAMPING: W 1451 1982
 CC0681_MARK LOGO: NGS   
 CC0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CC0681+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1996
 CC0681
 CC0681  HISTORY     - Date     Condition        Report By
 CC0681  HISTORY     - 1982     MONUMENTED       NGS
 CC0681  HISTORY     - 19961111 GOOD             NGS
 CC0681
 CC0681                          STATION DESCRIPTION
 CC0681
 CC0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0681'IN ODESSA.
 CC0681'IN ODESSA, AT THE JUNCTION OF THE TEXAS AND PACIFIC RAILROAD AND U.S.
 CC0681'HIGHWAY 385, SET VERTICALLY IN THE SOUTHEAST FACE OF THE MOST
 CC0681'SOUTHEASTERLY 1 OF 5 PIERS OF THE RAILROAD OVERPASS, 5.3 METERS (17.4
 CC0681'FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF U. S.
 CC0681'HIGHWAY 80 AND 5.2 METERS (17.1 FT) NORTHEAST OF THE CENTER OF THE
 CC0681'SOUTHEAST BOUND LANES OF THE HIGHWAY.
 CC0681'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 CC0681
 CC0681                          STATION RECOVERY (1996)
 CC0681
 CC0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CC0681'IN ODESSA, AT THE INTERSECTION OF 1ST STREET AND U.S.  HIGHWAY 385
 CC0681'(GRANT AVENUE) , SET VERTICALLY IN THE SOUTHEAST FACE OF THE MOST
 CC0681'SOUTHERLY OF 5 CONCRETE COLUMNS OF THE CENTER PIER OF THE STREET
 CC0681'OVERPASS OF THE HIGHWAY, 9.4 M (30.8 FT) SOUTHEAST OF THE STREET
 CC0681'CENTER, 5.3 M (17.4 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND
 CC0681'LANES OF THE HIGHWAY, 5.2 M (17.1 FT) NORTHEAST OF THE CENTERLINE OF
 CC0681'THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.3 M (4.3 FT) ABOVE THE
 CC0681'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0812 ***********************************************************************
 CU0812  DESIGNATION -  W 1452
 CU0812  PID         -  CU0812
 CU0812  STATE/COUNTY-  TX/MARTIN
 CU0812  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0812
 CU0812                         *CURRENT SURVEY CONTROL
 CU0812  ___________________________________________________________________
 CU0812* NAD 83(1986)-  32 09 39.     (N)    101 42 06.     (W)     SCALED    
 CU0812* NAVD 88     -       759.531  (meters)    2491.89   (feet)  ADJUSTED  
 CU0812  ___________________________________________________________________
 CU0812  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CU0812  DYNAMIC HT  -         758.484 (meters)    2488.46  (feet)  COMP
 CU0812  MODELED GRAV-     979,236.2   (mgal)                       NAVD 88
 CU0812
 CU0812  VERT ORDER  -  FIRST     CLASS II
 CU0812
 CU0812.The horizontal coordinates were scaled from a topographic map and have
 CU0812.an estimated accuracy of +/- 6 seconds.
 CU0812
 CU0812.The orthometric height was determined by differential leveling
 CU0812.and adjusted by the National Geodetic Survey in June 1991..
 CU0812
 CU0812.The geoid height was determined by GEOID03.
 CU0812
 CU0812.The dynamic height is computed by dividing the NAVD 88
 CU0812.geopotential number by the normal gravity value computed on the
 CU0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0812.degrees latitude (g = 980.6199 gals.).
 CU0812
 CU0812.The modeled gravity was interpolated from observed gravity values.
 CU0812
 CU0812;                    North         East    Units  Estimated Accuracy
 CU0812;SPC TXNC     - 2,059,400.      298,040.      MT  (+/- 180 meters Scaled)
 CU0812
 CU0812                          SUPERSEDED SURVEY CONTROL
 CU0812
 CU0812.No superseded survey control is available for this station.
 CU0812
 CU0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA452614(NAD 83)
 CU0812_MARKER: I = METAL ROD
 CU0812_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0812_SP_SET: STAINLESS STEEL ROD
 CU0812_STAMPING: W 1452 1982
 CU0812_MARK LOGO: NGS   
 CU0812_PROJECTION: FLUSH
 CU0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0812_ROD/PIPE-DEPTH: 4.9  meters
 CU0812
 CU0812  HISTORY     - Date     Condition        Report By
 CU0812  HISTORY     - 1982     MONUMENTED       NGS
 CU0812
 CU0812                          STATION DESCRIPTION
 CU0812
 CU0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0812'25.0 KM (15.55 MI) SW FROM BIG SPRING.
 CU0812'18.0 KM (11.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0812'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, THENCE 7.0 KM (4.35 MI)
 CU0812'SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD, 0.5 KM (0.3 MI)
 CU0812'SOUTHWEST OF HIGHWAY MILEPOST 163, 0.2 KM (0.1 MI) SOUTHWEST OF A SIDE
 CU0812'ROAD LEADING SOUTHEAST, 19.0 METERS (62.3 FT) SOUTH-SOUTHWEST OF A
 CU0812'UTILITY POLE, 14.6 METERS (47.9 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 CU0812'OF A FRONTAGE ROAD, 12.1 METERS (39.7 FT) NORTH-NORTHWEST OF THE NEAR
 CU0812'RAIL AND 1.2 METERS (3.9 FT) NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS
 CU0812'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0812'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CU0812'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0785 ***********************************************************************
 CU0785  DESIGNATION -  W 1453
 CU0785  PID         -  CU0785
 CU0785  STATE/COUNTY-  TX/HOWARD
 CU0785  USGS QUAD   -  COAHOMA (1971)
 CU0785
 CU0785                         *CURRENT SURVEY CONTROL
 CU0785  ___________________________________________________________________
 CU0785* NAD 83(1986)-  32 17 55.     (N)    101 16 18.     (W)     SCALED    
 CU0785* NAVD 88     -       721.822  (meters)    2368.18   (feet)  ADJUSTED  
 CU0785  ___________________________________________________________________
 CU0785  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CU0785  DYNAMIC HT  -         720.844 (meters)    2364.97  (feet)  COMP
 CU0785  MODELED GRAV-     979,261.8   (mgal)                       NAVD 88
 CU0785
 CU0785  VERT ORDER  -  FIRST     CLASS II
 CU0785
 CU0785.The horizontal coordinates were scaled from a topographic map and have
 CU0785.an estimated accuracy of +/- 6 seconds.
 CU0785
 CU0785.The orthometric height was determined by differential leveling
 CU0785.and adjusted by the National Geodetic Survey in June 1991..
 CU0785
 CU0785.The geoid height was determined by GEOID03.
 CU0785
 CU0785.The dynamic height is computed by dividing the NAVD 88
 CU0785.geopotential number by the normal gravity value computed on the
 CU0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0785.degrees latitude (g = 980.6199 gals.).
 CU0785
 CU0785.The modeled gravity was interpolated from observed gravity values.
 CU0785
 CU0785;                    North         East    Units  Estimated Accuracy
 CU0785;SPC TXNC     - 2,073,520.      338,990.      MT  (+/- 180 meters Scaled)
 CU0785
 CU0785                          SUPERSEDED SURVEY CONTROL
 CU0785
 CU0785.No superseded survey control is available for this station.
 CU0785
 CU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA861758(NAD 83)
 CU0785_MARKER: DB = BENCH MARK DISK
 CU0785_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0785_SP_SET: PIER
 CU0785_STAMPING: W 1453 1982
 CU0785_MARK LOGO: NGS   
 CU0785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0785+STABILITY: POSITION/ELEVATION WELL
 CU0785
 CU0785  HISTORY     - Date     Condition        Report By
 CU0785  HISTORY     - 1982     MONUMENTED       NGS
 CU0785
 CU0785                          STATION DESCRIPTION
 CU0785
 CU0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0785'21.6 KM (13.4 MI) NE FROM BIG SPRING.
 CU0785'21.6 KM (13.4 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0785'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0785'NORTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 2 PIERS OF THE SNYDER
 CU0785'FIELD ROAD (EXIT 190) OVERPASS, 27.9 METERS (91.5 FT) SOUTH-SOUTHEAST
 CU0785'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 7.7
 CU0785'METERS (25.3 FT) SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD.
 CU0785'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0808 ***********************************************************************
 CA0808  DESIGNATION -  W 1454
 CA0808  PID         -  CA0808
 CA0808  STATE/COUNTY-  TX/MCCULLOCH
 CA0808  USGS QUAD   -  BRADY NORTH (1987)
 CA0808
 CA0808                         *CURRENT SURVEY CONTROL
 CA0808  ___________________________________________________________________
 CA0808* NAD 83(1986)-  31 11 20.     (N)    099 18 36.     (W)     SCALED    
 CA0808* NAVD 88     -       561.277  (meters)    1841.46   (feet)  ADJUSTED  
 CA0808  ___________________________________________________________________
 CA0808  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CA0808  DYNAMIC HT  -         560.521 (meters)    1838.98  (feet)  COMP
 CA0808  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 CA0808
 CA0808  VERT ORDER  -  FIRST     CLASS II
 CA0808
 CA0808.The horizontal coordinates were scaled from a topographic map and have
 CA0808.an estimated accuracy of +/- 6 seconds.
 CA0808
 CA0808.The orthometric height was determined by differential leveling
 CA0808.and adjusted by the National Geodetic Survey in June 1991..
 CA0808
 CA0808.The geoid height was determined by GEOID03.
 CA0808
 CA0808.The dynamic height is computed by dividing the NAVD 88
 CA0808.geopotential number by the normal gravity value computed on the
 CA0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0808.degrees latitude (g = 980.6199 gals.).
 CA0808
 CA0808.The modeled gravity was interpolated from observed gravity values.
 CA0808
 CA0808;                    North         East    Units  Estimated Accuracy
 CA0808;SPC TX C     - 3,169,200.      797,530.      MT  (+/- 180 meters Scaled)
 CA0808
 CA0808                          SUPERSEDED SURVEY CONTROL
 CA0808
 CA0808.No superseded survey control is available for this station.
 CA0808
 CA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV704505(NAD 83)
 CA0808_MARKER: I = METAL ROD
 CA0808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0808_SP_SET: STAINLESS STEEL ROD
 CA0808_STAMPING: W 1454 1982
 CA0808_MARK LOGO: NGS   
 CA0808_PROJECTION: FLUSH
 CA0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0808+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0808_ROD/PIPE-DEPTH: 4.3  meters
 CA0808
 CA0808  HISTORY     - Date     Condition        Report By
 CA0808  HISTORY     - 1982     MONUMENTED       NGS
 CA0808  HISTORY     - 19950826 GOOD             USPSQD
 CA0808  HISTORY     - 20060319 GOOD             USPSQD
 CA0808
 CA0808                          STATION DESCRIPTION
 CA0808
 CA0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0808'6.6 KM (4.05 MI) NE FROM BRADY.
 CA0808'6.6 KM (4.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0808'COURTHOUSE IN BRADY, 0.2 KM (0.1 MI) SOUTHWEST OF A FIELD ENTRANCE,
 CA0808'14.9 METERS (48.9 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 CA0808'AND 2.1 METERS (6.9 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CA0808'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0808'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 CA0808'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0808
 CA0808                          STATION RECOVERY (1995)
 CA0808
 CA0808'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0808'RECOVERED IN GOOD CONDITION.
 CA0808
 CA0808                          STATION RECOVERY (2006)
 CA0808
 CA0808'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0808'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0834 ***********************************************************************
 CA0834  DESIGNATION -  W 1455
 CA0834  PID         -  CA0834
 CA0834  STATE/COUNTY-  TX/BROWN
 CA0834  USGS QUAD   -  TRICKHAM (1978)
 CA0834
 CA0834                         *CURRENT SURVEY CONTROL
 CA0834  ___________________________________________________________________
 CA0834* NAD 83(1986)-  31 30 20.     (N)    099 07 40.     (W)     SCALED    
 CA0834* NAVD 88     -       431.151  (meters)    1414.53   (feet)  ADJUSTED  
 CA0834  ___________________________________________________________________
 CA0834  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 CA0834  DYNAMIC HT  -         430.581 (meters)    1412.66  (feet)  COMP
 CA0834  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CA0834
 CA0834  VERT ORDER  -  FIRST     CLASS II
 CA0834
 CA0834.The horizontal coordinates were scaled from a topographic map and have
 CA0834.an estimated accuracy of +/- 6 seconds.
 CA0834
 CA0834.The orthometric height was determined by differential leveling
 CA0834.and adjusted by the National Geodetic Survey in June 1991..
 CA0834
 CA0834.The geoid height was determined by GEOID03.
 CA0834
 CA0834.The dynamic height is computed by dividing the NAVD 88
 CA0834.geopotential number by the normal gravity value computed on the
 CA0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0834.degrees latitude (g = 980.6199 gals.).
 CA0834
 CA0834.The modeled gravity was interpolated from observed gravity values.
 CA0834
 CA0834;                    North         East    Units  Estimated Accuracy
 CA0834;SPC TX C     - 3,204,470.      814,510.      MT  (+/- 180 meters Scaled)
 CA0834
 CA0834                          SUPERSEDED SURVEY CONTROL
 CA0834
 CA0834.No superseded survey control is available for this station.
 CA0834
 CA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV878856(NAD 83)
 CA0834_MARKER: I = METAL ROD
 CA0834_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0834+WITH SETTING: INFORMATION.
 CA0834_SP_SET: SHALLOW SET METAL ROD
 CA0834_STAMPING: W 1455 1982
 CA0834_MARK LOGO: NGS   
 CA0834_PROJECTION: FLUSH
 CA0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0834+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0834_ROD/PIPE-DEPTH: 1.2  meters
 CA0834
 CA0834  HISTORY     - Date     Condition        Report By
 CA0834  HISTORY     - 1982     MONUMENTED       NGS
 CA0834  HISTORY     - 20060319 GOOD             USPSQD
 CA0834
 CA0834                          STATION DESCRIPTION
 CA0834
 CA0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0834'28.8 KM (17.9 MI) SW FROM BROWNWOOD.
 CA0834'28.8 KM (17.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0834'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 65.8 METERS (215.9
 CA0834'FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTHEAST AND
 CA0834'14.7 METERS (48.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CA0834'NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS
 CA0834'THROUGH A 5-INCH LOGO CAP.
 CA0834'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CA0834'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0834
 CA0834                          STATION RECOVERY (2006)
 CA0834
 CA0834'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0834'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0858 ***********************************************************************
 CA0858  DESIGNATION -  W 1456
 CA0858  PID         -  CA0858
 CA0858  STATE/COUNTY-  TX/BROWN
 CA0858  USGS QUAD   -  BANGS EAST (1987)
 CA0858
 CA0858                         *CURRENT SURVEY CONTROL
 CA0858  ___________________________________________________________________
 CA0858* NAD 83(1986)-  31 43 08.     (N)    099 05 47.     (W)     SCALED    
 CA0858* NAVD 88     -       497.371  (meters)    1631.79   (feet)  ADJUSTED  
 CA0858  ___________________________________________________________________
 CA0858  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CA0858  DYNAMIC HT  -         496.718 (meters)    1629.65  (feet)  COMP
 CA0858  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 CA0858
 CA0858  VERT ORDER  -  FIRST     CLASS II
 CA0858
 CA0858.The horizontal coordinates were scaled from a topographic map and have
 CA0858.an estimated accuracy of +/- 6 seconds.
 CA0858
 CA0858.The orthometric height was determined by differential leveling
 CA0858.and adjusted by the National Geodetic Survey in June 1991..
 CA0858
 CA0858.The geoid height was determined by GEOID03.
 CA0858
 CA0858.The dynamic height is computed by dividing the NAVD 88
 CA0858.geopotential number by the normal gravity value computed on the
 CA0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0858.degrees latitude (g = 980.6199 gals.).
 CA0858
 CA0858.The modeled gravity was interpolated from observed gravity values.
 CA0858
 CA0858;                    North         East    Units  Estimated Accuracy
 CA0858;SPC TX C     - 3,228,160.      817,230.      MT  (+/- 180 meters Scaled)
 CA0858
 CA0858                          SUPERSEDED SURVEY CONTROL
 CA0858
 CA0858.No superseded survey control is available for this station.
 CA0858
 CA0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA908092(NAD 83)
 CA0858_MARKER: I = METAL ROD
 CA0858_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0858+WITH SETTING: INFORMATION.
 CA0858_SP_SET: SHALLOW SET METAL ROD
 CA0858_STAMPING: W 1456 1982
 CA0858_MARK LOGO: NGS   
 CA0858_PROJECTION: FLUSH
 CA0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0858+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0858_ROD/PIPE-DEPTH: 2.4  meters
 CA0858
 CA0858  HISTORY     - Date     Condition        Report By
 CA0858  HISTORY     - 1982     MONUMENTED       NGS
 CA0858  HISTORY     - 20060320 GOOD             USPSQD
 CA0858
 CA0858                          STATION DESCRIPTION
 CA0858
 CA0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0858'11.4 KM (7.1 MI) WEST FROM BROWNWOOD.
 CA0858'11.4 KM (7.1 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0858'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, 0.5 KM (0.3 MI) EAST OF
 CA0858'THE JUNCTION OF FARM ROAD 1849, AT A POWERLINE CROSSING THE HIGHWAY,
 CA0858'29.7 METERS (97.4 FT) WEST OF A UTILITY POLE, 25.5 METERS (83.7 FT)
 CA0858'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 8.0
 CA0858'METERS (26.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=REFUSAL
 CA0858'WAS REACHED AT 8.0 FT. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0858'LOGO CAP.
 CA0858'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CA0858'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 CA0858
 CA0858                          STATION RECOVERY (2006)
 CA0858
 CA0858'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0858'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0848 ***********************************************************************
 CT0848  DESIGNATION -  W 1457
 CT0848  PID         -  CT0848
 CT0848  STATE/COUNTY-  TX/TAYLOR
 CT0848  USGS QUAD   -  ABILENE EAST (1987)
 CT0848
 CT0848                         *CURRENT SURVEY CONTROL
 CT0848  ___________________________________________________________________
 CT0848* NAD 83(1986)-  32 25 26.     (N)    099 44 00.     (W)     SCALED    
 CT0848* NAVD 88     -       522.909  (meters)    1715.58   (feet)  ADJUSTED  
 CT0848  ___________________________________________________________________
 CT0848  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CT0848  DYNAMIC HT  -         522.231 (meters)    1713.35  (feet)  COMP
 CT0848  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 CT0848
 CT0848  VERT ORDER  -  FIRST     CLASS II
 CT0848
 CT0848.The horizontal coordinates were scaled from a topographic map and have
 CT0848.an estimated accuracy of +/- 6 seconds.
 CT0848
 CT0848.The orthometric height was determined by differential leveling
 CT0848.and adjusted by the National Geodetic Survey in June 1991..
 CT0848
 CT0848.The geoid height was determined by GEOID03.
 CT0848
 CT0848.The dynamic height is computed by dividing the NAVD 88
 CT0848.geopotential number by the normal gravity value computed on the
 CT0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0848.degrees latitude (g = 980.6199 gals.).
 CT0848
 CT0848.The modeled gravity was interpolated from observed gravity values.
 CT0848
 CT0848;                    North         East    Units  Estimated Accuracy
 CT0848;SPC TXNC     - 2,084,650.      484,010.      MT  (+/- 180 meters Scaled)
 CT0848
 CT0848                          SUPERSEDED SURVEY CONTROL
 CT0848
 CT0848.No superseded survey control is available for this station.
 CT0848
 CT0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA310876(NAD 83)
 CT0848_MARKER: I = METAL ROD
 CT0848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0848_SP_SET: STAINLESS STEEL ROD
 CT0848_STAMPING: W 1457 1982
 CT0848_MARK LOGO: NGS   
 CT0848_PROJECTION: FLUSH
 CT0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0848_ROD/PIPE-DEPTH: 4.0  meters
 CT0848
 CT0848  HISTORY     - Date     Condition        Report By
 CT0848  HISTORY     - 1982     MONUMENTED       NGS
 CT0848  HISTORY     - 20011013 POOR             USPSQD
 CT0848
 CT0848                          STATION DESCRIPTION
 CT0848
 CT0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0848'3.9 KM (2.4 MI) SOUTH FROM ABILENE.
 CT0848'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0848'STATION IN ABILENE, THENCE 2.9 KM (1.8 MI) SOUTHERLY ALONG THE
 CT0848'SOUTHERN PACIFIC RAILROAD, 41.6 METERS (136.5 FT) NORTHEAST OF THE
 CT0848'CENTER OF THE INTERSECTION OF THE TRACKS AND OAK STREET, 13.3 METERS
 CT0848'(43.6 FT) SOUTHEAST OF THE NEAR RAIL AND 8.0 METERS (26.2 FT)
 CT0848'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING.  NOTE=
 CT0848'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0848'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CT0848'THE MARK IS 1.0 M BELOW THE TRACKS.
 CT0848
 CT0848                          STATION RECOVERY (2001)
 CT0848
 CT0848'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0848'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0849 ***********************************************************************
 CT0849  DESIGNATION -  W 1458
 CT0849  PID         -  CT0849
 CT0849  STATE/COUNTY-  TX/TAYLOR
 CT0849  USGS QUAD   -  ABILENE EAST (1987)
 CT0849
 CT0849                         *CURRENT SURVEY CONTROL
 CT0849  ___________________________________________________________________
 CT0849* NAD 83(1986)-  32 26 52.     (N)    099 43 25.     (W)     SCALED    
 CT0849* NAVD 88     -       523.096  (meters)    1716.19   (feet)  ADJUSTED  
 CT0849  ___________________________________________________________________
 CT0849  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CT0849  DYNAMIC HT  -         522.418 (meters)    1713.97  (feet)  COMP
 CT0849  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 CT0849
 CT0849  VERT ORDER  -  FIRST     CLASS II
 CT0849
 CT0849.The horizontal coordinates were scaled from a topographic map and have
 CT0849.an estimated accuracy of +/- 6 seconds.
 CT0849
 CT0849.The orthometric height was determined by differential leveling
 CT0849.and adjusted by the National Geodetic Survey in June 1991..
 CT0849
 CT0849.The geoid height was determined by GEOID03.
 CT0849
 CT0849.The dynamic height is computed by dividing the NAVD 88
 CT0849.geopotential number by the normal gravity value computed on the
 CT0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0849.degrees latitude (g = 980.6199 gals.).
 CT0849
 CT0849.The modeled gravity was interpolated from observed gravity values.
 CT0849
 CT0849;                    North         East    Units  Estimated Accuracy
 CT0849;SPC TXNC     - 2,087,290.      484,950.      MT  (+/- 180 meters Scaled)
 CT0849
 CT0849                          SUPERSEDED SURVEY CONTROL
 CT0849
 CT0849.No superseded survey control is available for this station.
 CT0849
 CT0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA319903(NAD 83)
 CT0849_MARKER: DB = BENCH MARK DISK
 CT0849_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0849_SP_SET: ABUTMENT
 CT0849_STAMPING: W 1458 1982
 CT0849_MARK LOGO: NGS   
 CT0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0849
 CT0849  HISTORY     - Date     Condition        Report By
 CT0849  HISTORY     - 1982     MONUMENTED       NGS
 CT0849  HISTORY     - 1983     GOOD             NGS
 CT0849  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0849
 CT0849                          STATION DESCRIPTION
 CT0849
 CT0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0849'1.0 KM (0.6 MI) EAST FROM ABILENE.
 CT0849'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0849'STATION IN ABILENE, IN THE SOUTH END OF THE WEST ABUTMENT OF BRIDGE
 CT0849'NUMBER 406.0 OVER THE SOUTHERN PACIFIC RAILROAD, 1.8 METERS (5.9 FT)
 CT0849'SOUTH OF THE NEAR RAIL AND 0.2 METER (0.7 FT) NORTH OF THE SOUTH END
 CT0849'OF THE ABUTMENT.
 CT0849'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CT0849
 CT0849                          STATION RECOVERY (1983)
 CT0849
 CT0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0849'RECOVERED IN GOOD CONDITION.
 CT0849
 CT0849                          STATION RECOVERY (2001)
 CT0849
 CT0849'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0772 ***********************************************************************
 CU0772  DESIGNATION -  W 1459
 CU0772  PID         -  CU0772
 CU0772  STATE/COUNTY-  TX/MITCHELL
 CU0772  USGS QUAD   -  LAKE COLORADO CITY (1978)
 CU0772
 CU0772                         *CURRENT SURVEY CONTROL
 CU0772  ___________________________________________________________________
 CU0772* NAD 83(1986)-  32 22 00.     (N)    100 59 29.     (W)     SCALED    
 CU0772* NAVD 88     -       654.876  (meters)    2148.54   (feet)  ADJUSTED  
 CU0772  ___________________________________________________________________
 CU0772  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CU0772  DYNAMIC HT  -         653.998 (meters)    2145.66  (feet)  COMP
 CU0772  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 CU0772
 CU0772  VERT ORDER  -  FIRST     CLASS II
 CU0772
 CU0772.The horizontal coordinates were scaled from a topographic map and have
 CU0772.an estimated accuracy of +/- 6 seconds.
 CU0772
 CU0772.The orthometric height was determined by differential leveling
 CU0772.and adjusted by the National Geodetic Survey in June 1991..
 CU0772
 CU0772.The geoid height was determined by GEOID03.
 CU0772
 CU0772.The dynamic height is computed by dividing the NAVD 88
 CU0772.geopotential number by the normal gravity value computed on the
 CU0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0772.degrees latitude (g = 980.6199 gals.).
 CU0772
 CU0772.The modeled gravity was interpolated from observed gravity values.
 CU0772
 CU0772;                    North         East    Units  Estimated Accuracy
 CU0772;SPC TXNC     - 2,080,400.      365,560.      MT  (+/- 180 meters Scaled)
 CU0772
 CU0772                          SUPERSEDED SURVEY CONTROL
 CU0772
 CU0772.No superseded survey control is available for this station.
 CU0772
 CU0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA126828(NAD 83)
 CU0772_MARKER: DB = BENCH MARK DISK
 CU0772_SETTING: 66 = SET IN ROCK OUTCROP
 CU0772_SP_SET: ROCK OUTCROP
 CU0772_STAMPING: W 1459 1982
 CU0772_MARK LOGO: NGS   
 CU0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0772+STABILITY: POSITION/ELEVATION WELL
 CU0772
 CU0772  HISTORY     - Date     Condition        Report By
 CU0772  HISTORY     - 1982     MONUMENTED       NGS
 CU0772
 CU0772                          STATION DESCRIPTION
 CU0772
 CU0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0772'13.5 KM (8.4 MI) SW FROM COLORADO CITY.
 CU0772'13.5 KM (8.4 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0772'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, IN THE CENTER OF THE
 CU0772'NORTHERN THIRD OF A 2 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 CU0772'0.3 KM (0.2 MI) NORTHEAST OF A PAVED ROAD LEADING WEST, 38.1 METERS
 CU0772'(125.0 FT) SOUTHWEST OF A FENCE CORNER, 28.0 METERS (91.9 FT)
 CU0772'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.7 METERS (28.5 FT) EAST
 CU0772'OF A UTILITY POLE, 7.7 METERS (25.3 FT) NORTHWEST OF THE CENTER OF A
 CU0772'FRONTAGE ROAD AND 1.9 METERS (6.2 FT) SOUTHEAST OF A FENCE.
 CU0772'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 CU0772'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0095 ***********************************************************************
 CE0095  DESIGNATION -  W 146
 CE0095  PID         -  CE0095
 CE0095  STATE/COUNTY-  TX/EL PASO
 CE0095  USGS QUAD   -  EL PASO (1997)
 CE0095
 CE0095                         *CURRENT SURVEY CONTROL
 CE0095  ___________________________________________________________________
 CE0095* NAD 83(1986)-  31 50 45.     (N)    106 23 02.     (W)     SCALED    
 CE0095* NAVD 88     -      1193.742  (meters)    3916.47   (feet)  POSTED    
 CE0095  ___________________________________________________________________
 CE0095  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0095  DYNAMIC HT  -        1191.920 (meters)    3910.49  (feet)  COMP
 CE0095  MODELED GRAV-     979,073.7   (mgal)                       NAVD 88
 CE0095
 CE0095  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0095
 CE0095.The horizontal coordinates were scaled from a topographic map and have
 CE0095.an estimated accuracy of +/- 6 seconds.
 CE0095
 CE0095.The orthometric height was determined by differential leveling
 CE0095.and adjusted by the National Geodetic Survey in 1992..
 CE0095.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0095.rate of 0.0 thru 1.0 mm/km.
 CE0095
 CE0095.The geoid height was determined by GEOID03.
 CE0095
 CE0095.The dynamic height is computed by dividing the NAVD 88
 CE0095.geopotential number by the normal gravity value computed on the
 CE0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0095.degrees latitude (g = 980.6199 gals.).
 CE0095
 CE0095.The modeled gravity was interpolated from observed gravity values.
 CE0095
 CE0095;                    North         East    Units  Estimated Accuracy
 CE0095;SPC TX C     - 3,257,150.      127,600.      MT  (+/- 180 meters Scaled)
 CE0095
 CE0095                          SUPERSEDED SURVEY CONTROL
 CE0095
 CE0095  NGVD 29 (??/??/92) 1193.202  (m)         3914.70   (f) ADJ UNCH    1 2
 CE0095
 CE0095.Superseded values are not recommended for survey control.
 CE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0095.See file dsdata.txt to determine how the superseded data were derived.
 CE0095
 CE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR690241(NAD 83)
 CE0095_MARKER: DB = BENCH MARK DISK
 CE0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0095_STAMPING: W 146 1954
 CE0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0095+STABILITY: SURFACE MOTION
 CE0095
 CE0095  HISTORY     - Date     Condition        Report By
 CE0095  HISTORY     - 1954     MONUMENTED       CGS
 CE0095  HISTORY     - 1955     GOOD             DOD
 CE0095
 CE0095                          STATION DESCRIPTION
 CE0095
 CE0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0095'11.35 MI NE FROM EL PASO.
 CE0095'9.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0095'STATION AT EL PASO, THENCE 1.35 MILES SOUTHEAST ALONG A DIM TRACK
 CE0095'ROAD, THENCE 1.0 MILE NORTHEAST ALONG A TRACK ROAD, AT BIGGS AIR FORCE
 CE0095'BASE, 165 FEET NORTHWEST OF THE NORTHWEST EDGE OF A RUNWAY, 500 FEET
 CE0095'SOUTH OF A 7000 FOOT AIRSTRIP MARKER, 3 FEET SOUTH OF A WITNESS POST,
 CE0095'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CE0095'GROUND.
 CE0095
 CE0095                          STATION RECOVERY (1955)
 CE0095
 CE0095'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1955
 CE0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0853 ***********************************************************************
 CU0853  DESIGNATION -  W 1460
 CU0853  PID         -  CU0853
 CU0853  STATE/COUNTY-  TX/SCURRY
 CU0853  USGS QUAD   -  HERMLEIGH (1979)
 CU0853
 CU0853                         *CURRENT SURVEY CONTROL
 CU0853  ___________________________________________________________________
 CU0853* NAD 83(1986)-  32 40 46.     (N)    100 49 11.     (W)     SCALED    
 CU0853* NAVD 88     -       729.446  (meters)    2393.19   (feet)  ADJUSTED  
 CU0853  ___________________________________________________________________
 CU0853  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CU0853  DYNAMIC HT  -         728.475 (meters)    2390.01  (feet)  COMP
 CU0853  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 CU0853
 CU0853  VERT ORDER  -  FIRST     CLASS II
 CU0853
 CU0853.The horizontal coordinates were scaled from a topographic map and have
 CU0853.an estimated accuracy of +/- 6 seconds.
 CU0853
 CU0853.The orthometric height was determined by differential leveling
 CU0853.and adjusted by the National Geodetic Survey in June 1991..
 CU0853
 CU0853.The geoid height was determined by GEOID03.
 CU0853
 CU0853.The dynamic height is computed by dividing the NAVD 88
 CU0853.geopotential number by the normal gravity value computed on the
 CU0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0853.degrees latitude (g = 980.6199 gals.).
 CU0853
 CU0853.The modeled gravity was interpolated from observed gravity values.
 CU0853
 CU0853;                    North         East    Units  Estimated Accuracy
 CU0853;SPC TXNC     - 2,114,710.      382,480.      MT  (+/- 180 meters Scaled)
 CU0853
 CU0853                          SUPERSEDED SURVEY CONTROL
 CU0853
 CU0853.No superseded survey control is available for this station.
 CU0853
 CU0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB293172(NAD 83)
 CU0853_MARKER: I = METAL ROD
 CU0853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0853_SP_SET: STAINLESS STEEL ROD
 CU0853_STAMPING: W 1460 1982
 CU0853_MARK LOGO: NGS   
 CU0853_PROJECTION: FLUSH
 CU0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0853_ROD/PIPE-DEPTH: 5.8  meters
 CU0853
 CU0853  HISTORY     - Date     Condition        Report By
 CU0853  HISTORY     - 1982     MONUMENTED       NGS
 CU0853
 CU0853                          STATION DESCRIPTION
 CU0853
 CU0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0853'5.5 KM (3.4 MI) SE FROM SNYDER.
 CU0853'5.5 KM (3.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CU0853'WITH U.S. HIGHWAY 180 IN SNYDER, 43.9 METERS (144.0 FT) SOUTHWEST OF
 CU0853'THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 11.5
 CU0853'METERS (37.7 FT) SOUTH OF THE NEAR RAIL OF THE ROSCOE, SNYDER AND
 CU0853'PACIFIC RAILROAD, 11.3 METERS (37.1 FT) NORTH OF A FENCE AND 1.1
 CU0853'METERS (3.6 FT) NORTH OF THE MOST SOUTHERLY LEG OF A DOUBLE UTILITY
 CU0853'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0853'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0853'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0837 ***********************************************************************
 CU0837  DESIGNATION -  W 1461
 CU0837  PID         -  CU0837
 CU0837  STATE/COUNTY-  TX/SCURRY
 CU0837  USGS QUAD   -  DERMOTT (1954)
 CU0837
 CU0837                         *CURRENT SURVEY CONTROL
 CU0837  ___________________________________________________________________
 CU0837* NAD 83(1986)-  32 52 24.     (N)    101 02 31.     (W)     SCALED    
 CU0837* NAVD 88     -       774.199  (meters)    2540.02   (feet)  ADJUSTED  
 CU0837  ___________________________________________________________________
 CU0837  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CU0837  DYNAMIC HT  -         773.188 (meters)    2536.70  (feet)  COMP
 CU0837  MODELED GRAV-     979,306.1   (mgal)                       NAVD 88
 CU0837
 CU0837  VERT ORDER  -  FIRST     CLASS II
 CU0837
 CU0837.The horizontal coordinates were scaled from a topographic map and have
 CU0837.an estimated accuracy of +/- 6 seconds.
 CU0837
 CU0837.The orthometric height was determined by differential leveling
 CU0837.and adjusted by the National Geodetic Survey in June 1991..
 CU0837
 CU0837.The geoid height was determined by GEOID03.
 CU0837
 CU0837.The dynamic height is computed by dividing the NAVD 88
 CU0837.geopotential number by the normal gravity value computed on the
 CU0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0837.degrees latitude (g = 980.6199 gals.).
 CU0837
 CU0837.The modeled gravity was interpolated from observed gravity values.
 CU0837
 CU0837;                    North         East    Units  Estimated Accuracy
 CU0837;SPC TXNC     - 2,136,680.      362,160.      MT  (+/- 180 meters Scaled)
 CU0837
 CU0837                          SUPERSEDED SURVEY CONTROL
 CU0837
 CU0837.No superseded survey control is available for this station.
 CU0837
 CU0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB089390(NAD 83)
 CU0837_MARKER: I = METAL ROD
 CU0837_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0837+WITH SETTING: INFORMATION.
 CU0837_SP_SET: SHALLOW SET METAL ROD
 CU0837_STAMPING: W 1461 1982
 CU0837_MARK LOGO: NGS   
 CU0837_PROJECTION: FLUSH
 CU0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0837_ROD/PIPE-DEPTH: 3.0  meters
 CU0837
 CU0837  HISTORY     - Date     Condition        Report By
 CU0837  HISTORY     - 1982     MONUMENTED       NGS
 CU0837
 CU0837                          STATION DESCRIPTION
 CU0837
 CU0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0837'25.7 KM (15.9 MI) NW FROM SNYDER.
 CU0837'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0837'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0837'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0837'NORTH ALONG FARM ROAD 1611, THENCE 11.9 KM (7.4 MI) NORTHWESTERLY
 CU0837'ALONG U.S. HIGHWAY 84, 27.1 METERS (88.9 FT) NORTHWEST OF THE CENTER
 CU0837'OF A PAVED ROAD, 20.1 METERS (65.9 FT) NORTHEAST OF THE CENTERLINE OF
 CU0837'THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 0.6 METER (2.0 FT)
 CU0837'NORTHWEST OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 10.0 FT.
 CU0837'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0837'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CU0837'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0474 ***********************************************************************
 DP0474  DESIGNATION -  W 1462
 DP0474  PID         -  DP0474
 DP0474  STATE/COUNTY-  TX/GARZA
 DP0474  USGS QUAD   -  JUSTICEBURG (1969)
 DP0474
 DP0474                         *CURRENT SURVEY CONTROL
 DP0474  ___________________________________________________________________
 DP0474* NAD 83(1986)-  33 05 29.     (N)    101 14 46.     (W)     SCALED    
 DP0474* NAVD 88     -       732.701  (meters)    2403.87   (feet)  ADJUSTED  
 DP0474  ___________________________________________________________________
 DP0474  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 DP0474  DYNAMIC HT  -         731.776 (meters)    2400.84  (feet)  COMP
 DP0474  MODELED GRAV-     979,351.7   (mgal)                       NAVD 88
 DP0474
 DP0474  VERT ORDER  -  FIRST     CLASS II
 DP0474
 DP0474.The horizontal coordinates were scaled from a topographic map and have
 DP0474.an estimated accuracy of +/- 6 seconds.
 DP0474
 DP0474.The orthometric height was determined by differential leveling
 DP0474.and adjusted by the National Geodetic Survey in June 1991..
 DP0474
 DP0474.The geoid height was determined by GEOID03.
 DP0474
 DP0474.The dynamic height is computed by dividing the NAVD 88
 DP0474.geopotential number by the normal gravity value computed on the
 DP0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0474.degrees latitude (g = 980.6199 gals.).
 DP0474
 DP0474.The modeled gravity was interpolated from observed gravity values.
 DP0474
 DP0474;                    North         East    Units  Estimated Accuracy
 DP0474;SPC TXNC     - 2,161,340.      343,690.      MT  (+/- 180 meters Scaled)
 DP0474
 DP0474                          SUPERSEDED SURVEY CONTROL
 DP0474
 DP0474.No superseded survey control is available for this station.
 DP0474
 DP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB903636(NAD 83)
 DP0474_MARKER: I = METAL ROD
 DP0474_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP0474+WITH SETTING: INFORMATION.
 DP0474_SP_SET: SHALLOW SET METAL ROD
 DP0474_STAMPING: W 1462 1982
 DP0474_MARK LOGO: NGS   
 DP0474_PROJECTION: FLUSH
 DP0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0474_ROD/PIPE-DEPTH: 3.0  meters
 DP0474
 DP0474  HISTORY     - Date     Condition        Report By
 DP0474  HISTORY     - 1982     MONUMENTED       NGS
 DP0474
 DP0474                          STATION DESCRIPTION
 DP0474
 DP0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0474'17.1 KM (10.6 MI) SE FROM POST.
 DP0474'17.1 KM (10.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0474'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 15.9 METERS
 DP0474'(52.2 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 DP0474'THE HIGHWAY AND 4.5 METERS (14.8 FT) SOUTHEAST OF THE CENTER OF A
 DP0474'FIELD ENTRANCE.  NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE
 DP0474'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0474'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 DP0474'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0441 ***********************************************************************
 DP0441  DESIGNATION -  W 1463
 DP0441  PID         -  DP0441
 DP0441  STATE/COUNTY-  TX/GARZA
 DP0441  USGS QUAD   -  SOUTHLAND (1965)
 DP0441
 DP0441                         *CURRENT SURVEY CONTROL
 DP0441  ___________________________________________________________________
 DP0441* NAD 83(1986)-  33 21 37.     (N)    101 33 24.     (W)     SCALED    
 DP0441* NAVD 88     -       920.578  (meters)    3020.26   (feet)  ADJUSTED  
 DP0441  ___________________________________________________________________
 DP0441  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DP0441  DYNAMIC HT  -         919.382 (meters)    3016.34  (feet)  COMP
 DP0441  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 DP0441
 DP0441  VERT ORDER  -  FIRST     CLASS II
 DP0441
 DP0441.The horizontal coordinates were scaled from a topographic map and have
 DP0441.an estimated accuracy of +/- 6 seconds.
 DP0441
 DP0441.The orthometric height was determined by differential leveling
 DP0441.and adjusted by the National Geodetic Survey in June 1991..
 DP0441
 DP0441.The geoid height was determined by GEOID03.
 DP0441
 DP0441.The dynamic height is computed by dividing the NAVD 88
 DP0441.geopotential number by the normal gravity value computed on the
 DP0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0441.degrees latitude (g = 980.6199 gals.).
 DP0441
 DP0441.The modeled gravity was interpolated from observed gravity values.
 DP0441
 DP0441;                    North         East    Units  Estimated Accuracy
 DP0441;SPC TXNC     - 2,191,940.      315,580.      MT  (+/- 180 meters Scaled)
 DP0441
 DP0441                          SUPERSEDED SURVEY CONTROL
 DP0441
 DP0441.No superseded survey control is available for this station.
 DP0441
 DP0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB621941(NAD 83)
 DP0441_MARKER: I = METAL ROD
 DP0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0441_SP_SET: STAINLESS STEEL ROD
 DP0441_STAMPING: W 1463 1982
 DP0441_MARK LOGO: NGS   
 DP0441_PROJECTION: FLUSH
 DP0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0441+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0441_ROD/PIPE-DEPTH: 3.7  meters
 DP0441
 DP0441  HISTORY     - Date     Condition        Report By
 DP0441  HISTORY     - 1982     MONUMENTED       NGS
 DP0441  HISTORY     - 19890630 GOOD             NGS
 DP0441
 DP0441                          STATION DESCRIPTION
 DP0441
 DP0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0441'25.9 KM (16.1 MI) NW FROM POST.
 DP0441'25.9 KM (16.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0441'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 0.1 KM (0.05
 DP0441'MI) NORTHWEST OF A PAVED CROSSROADS, 37.8 METERS (124.0 FT) NORTHEAST
 DP0441'OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 4.9
 DP0441'METERS (16.1 FT) NORTHWEST OF A FENCE CORNER AND 1.3 METERS (4.3 FT)
 DP0441'SOUTHEAST OF A UTILITY POLE WITH 1 GUY WIRE.  NOTE=ACCESS TO THE DATUM
 DP0441'POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0441'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DP0441'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 DP0441
 DP0441                          STATION RECOVERY (1989)
 DP0441
 DP0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0441'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.6 M
 DP0441'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0510 ***********************************************************************
 BN0510  DESIGNATION -  W 1465
 BN0510  PID         -  BN0510
 BN0510  STATE/COUNTY-  TX/KENDALL
 BN0510  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0510
 BN0510                         *CURRENT SURVEY CONTROL
 BN0510  ___________________________________________________________________
 BN0510* NAD 83(1986)-  30 07 33.     (N)    098 54 43.     (W)     SCALED    
 BN0510* NAVD 88     -       591.319  (meters)    1940.02   (feet)  ADJUSTED  
 BN0510  ___________________________________________________________________
 BN0510  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 BN0510  DYNAMIC HT  -         590.477 (meters)    1937.26  (feet)  COMP
 BN0510  MODELED GRAV-     979,197.3   (mgal)                       NAVD 88
 BN0510
 BN0510  VERT ORDER  -  FIRST     CLASS II
 BN0510
 BN0510.The horizontal coordinates were scaled from a topographic map and have
 BN0510.an estimated accuracy of +/- 6 seconds.
 BN0510
 BN0510.The orthometric height was determined by differential leveling
 BN0510.and adjusted by the National Geodetic Survey in June 1991..
 BN0510
 BN0510.The geoid height was determined by GEOID03.
 BN0510
 BN0510.The dynamic height is computed by dividing the NAVD 88
 BN0510.geopotential number by the normal gravity value computed on the
 BN0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0510.degrees latitude (g = 980.6199 gals.).
 BN0510
 BN0510.The modeled gravity was interpolated from observed gravity values.
 BN0510
 BN0510;                    North         East    Units  Estimated Accuracy
 BN0510;SPC TXSC     - 4,254,080.      608,490.      MT  (+/- 180 meters Scaled)
 BN0510
 BN0510                          SUPERSEDED SURVEY CONTROL
 BN0510
 BN0510.No superseded survey control is available for this station.
 BN0510
 BN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU084327(NAD 83)
 BN0510_MARKER: DB = BENCH MARK DISK
 BN0510_SETTING: 66 = SET IN ROCK OUTCROP
 BN0510_SP_SET: ROCK OUTCROP
 BN0510_STAMPING: W 1465 1982
 BN0510_MARK LOGO: NGS   
 BN0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0510+STABILITY: POSITION/ELEVATION WELL
 BN0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0510+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 BN0510
 BN0510  HISTORY     - Date     Condition        Report By
 BN0510  HISTORY     - 1982     MONUMENTED       NGS
 BN0510  HISTORY     - 19940330 GOOD             USPSQD
 BN0510  HISTORY     - 20040126 GOOD             USPSQD
 BN0510  HISTORY     - 20050303 GOOD             USPSQD
 BN0510  HISTORY     - 20060314 GOOD             USPSQD
 BN0510
 BN0510                          STATION DESCRIPTION
 BN0510
 BN0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0510'17.3 KM (10.75 MI) NORT FROM COMFORT.
 BN0510'17.3 KM (10.75 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0510'INTERSTATE HIGHWAY 10 IN COMFORT, AND ALSO 18.0 KM (11.2 MI) SOUTH
 BN0510'ALONG U.S. HIGHWAY 87 SOUTH FROM THE JUNCTION OF U.S. HIGHWAY 290 EAST
 BN0510'IN FREDERICKSBURG, SET IN ROCK OUTCROP ON TOP OF A CUT BANK, ABOUT
 BN0510'0.25 KM (0.15 MI) NORTH NORTHWEST AND ACROSS HIGHWAY FROM A PICNIC
 BN0510'AREA AND BEAR CREEK, ABOUT 91.4 METERS (300.0 FT) NORTHWEST AND ACROSS
 BN0510'HIGHWAY FROM AN OLD WHITE SERVICE STATION THAT IS NOW A HOME,
 BN0510'42.0 METERS (138.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 BN0510'60.9 METERS (200.0 FT) SOUTH OF THE EXTENDED CENTER OF A GRAVEL ROAD
 BN0510'ON THE EAST SIDE OF THE HIGHWAY LEADING EAST TO A HOME, 0.9 METER
 BN0510'(3.0 FT) EAST OF THE FENCE.
 BN0510'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 BN0510'THE MARK IS 2.4 M ABOVE HIGHWAY 87.
 BN0510
 BN0510                          STATION RECOVERY (1994)
 BN0510
 BN0510'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0510'RECOVERED IN GOOD CONDITION.
 BN0510
 BN0510                          STATION RECOVERY (2004)
 BN0510
 BN0510'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BN0510'RECOVERED IN GOOD CONDITION.
 BN0510
 BN0510                          STATION RECOVERY (2005)
 BN0510
 BN0510'RECOVERY NOTE BY US POWER SQUADRON 2005 (SD)
 BN0510'RECOVERED IN GOOD CONDITION.
 BN0510
 BN0510                          STATION RECOVERY (2006)
 BN0510
 BN0510'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0522 ***********************************************************************
 BN0522  DESIGNATION -  W 1466
 BN0522  PID         -  BN0522
 BN0522  STATE/COUNTY-  TX/GILLESPIE
 BN0522  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0522
 BN0522                         *CURRENT SURVEY CONTROL
 BN0522  ___________________________________________________________________
 BN0522* NAD 83(1986)-  30 16 31.     (N)    098 52 24.     (W)     SCALED    
 BN0522* NAVD 88     -       518.231  (meters)    1700.23   (feet)  ADJUSTED  
 BN0522  ___________________________________________________________________
 BN0522  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BN0522  DYNAMIC HT  -         517.504 (meters)    1697.84  (feet)  COMP
 BN0522  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 BN0522
 BN0522  VERT ORDER  -  FIRST     CLASS II
 BN0522
 BN0522.The horizontal coordinates were scaled from a topographic map and have
 BN0522.an estimated accuracy of +/- 6 seconds.
 BN0522
 BN0522.The orthometric height was determined by differential leveling
 BN0522.and adjusted by the National Geodetic Survey in June 1991..
 BN0522
 BN0522.The geoid height was determined by GEOID03.
 BN0522
 BN0522.The dynamic height is computed by dividing the NAVD 88
 BN0522.geopotential number by the normal gravity value computed on the
 BN0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0522.degrees latitude (g = 980.6199 gals.).
 BN0522
 BN0522.The modeled gravity was interpolated from observed gravity values.
 BN0522
 BN0522;                    North         East    Units  Estimated Accuracy
 BN0522;SPC TX C     - 3,068,390.      840,470.      MT  (+/- 180 meters Scaled)
 BN0522
 BN0522                          SUPERSEDED SURVEY CONTROL
 BN0522
 BN0522.No superseded survey control is available for this station.
 BN0522
 BN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU121492(NAD 83)
 BN0522_MARKER: I = METAL ROD
 BN0522_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0522_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0522_STAMPING: W 1466 1982
 BN0522_MARK LOGO: NGS   
 BN0522_PROJECTION: RECESSED 3 CENTIMETERS
 BN0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0522+STABILITY: POSITION/ELEVATION WELL
 BN0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0522+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 BN0522_ROD/PIPE-DEPTH: 12.8 meters
 BN0522_SLEEVE-DEPTH  : 7.6 meters
 BN0522
 BN0522  HISTORY     - Date     Condition        Report By
 BN0522  HISTORY     - 1982     MONUMENTED       NGS
 BN0522  HISTORY     - 19930728 GOOD             USPSQD
 BN0522  HISTORY     - 19960309 GOOD             USPSQD
 BN0522  HISTORY     - 20050303 GOOD             USPSQD
 BN0522
 BN0522                          STATION DESCRIPTION
 BN0522
 BN0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0522'IN FREDERICKSBURG.
 BN0522'SET IN THE SOUTHEAST LAWN OF THE PIONEER MEMORIAL LIBRARY BUILDING IN
 BN0522'FREDERICKSBURG, THAT IS LOCATED WEST OF THE COURTHOUSE AND SET ABOUT
 BN0522'HALF WAY BETWEEN TWO PECAN TREES, 7.1 METERS (23.5 FT) SOUTHEAST OF
 BN0522'THE NORTHEAST CORNER OF THE LIBRARY BUILDING, 17.0 METERS (56.0 FT)
 BN0522'NORTHWEST OF THE MOST WESTERLY SOUTHWEST CORNER OF THE COURTHOUSE,
 BN0522'9.4 METERS (31.0 FT) NORTHEAST OF THE CENTER OF TWO DOORS ON THE
 BN0522'SOUTHEAST SIDE OF THE LIBRARY, 14.0 METERS (46.0 FT) SOUTHEAST OF THE
 BN0522'FLAG POLE, 6.5 METERS (21.5 FT) EAST OF BENCH MARK 1708 USGS THAT IS
 BN0522'SET VERTICALLY IN THE SOUTHEAST FACE OF THE LIBRARY BUILDING,
 BN0522'9.1 METERS (30.0 FT) SOUTHWEST OF THE MOST NORTHERLY ONE OF TWO PECAN
 BN0522'TREES IN THE LAWN.
 BN0522'THE MARK IS ABOVE LEVEL WITH HIGHWAY 290.
 BN0522
 BN0522                          STATION RECOVERY (1993)
 BN0522
 BN0522'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0522'RECOVERED IN GOOD CONDITION.
 BN0522
 BN0522                          STATION RECOVERY (1996)
 BN0522
 BN0522'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0522'RECOVERED IN GOOD CONDITION.
 BN0522
 BN0522                          STATION RECOVERY (2005)
 BN0522
 BN0522'RECOVERY NOTE BY US POWER SQUADRON 2005 (SD)
 BN0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0554 ***********************************************************************
 BN0554  DESIGNATION -  W 1467
 BN0554  PID         -  BN0554
 BN0554  STATE/COUNTY-  TX/MASON
 BN0554  USGS QUAD   -  ART (1982)
 BN0554
 BN0554                         *CURRENT SURVEY CONTROL
 BN0554  ___________________________________________________________________
 BN0554* NAD 83(1986)-  30 39 38.     (N)    099 06 32.     (W)     SCALED    
 BN0554* NAVD 88     -       391.763  (meters)    1285.31   (feet)  ADJUSTED  
 BN0554  ___________________________________________________________________
 BN0554  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BN0554  DYNAMIC HT  -         391.236 (meters)    1283.58  (feet)  COMP
 BN0554  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 BN0554
 BN0554  VERT ORDER  -  FIRST     CLASS II
 BN0554
 BN0554.The horizontal coordinates were scaled from a topographic map and have
 BN0554.an estimated accuracy of +/- 6 seconds.
 BN0554
 BN0554.The orthometric height was determined by differential leveling
 BN0554.and adjusted by the National Geodetic Survey in June 1991..
 BN0554
 BN0554.The geoid height was determined by GEOID03.
 BN0554
 BN0554.The dynamic height is computed by dividing the NAVD 88
 BN0554.geopotential number by the normal gravity value computed on the
 BN0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0554.degrees latitude (g = 980.6199 gals.).
 BN0554
 BN0554.The modeled gravity was interpolated from observed gravity values.
 BN0554
 BN0554;                    North         East    Units  Estimated Accuracy
 BN0554;SPC TX C     - 3,110,820.      817,340.      MT  (+/- 180 meters Scaled)
 BN0554
 BN0554                          SUPERSEDED SURVEY CONTROL
 BN0554
 BN0554.No superseded survey control is available for this station.
 BN0554
 BN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU895919(NAD 83)
 BN0554_MARKER: DB = BENCH MARK DISK
 BN0554_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BN0554_SP_SET: ABUTMENT
 BN0554_STAMPING: W 1467 1982
 BN0554_MARK LOGO: NGS   
 BN0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0554+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0554
 BN0554  HISTORY     - Date     Condition        Report By
 BN0554  HISTORY     - 1982     MONUMENTED       NGS
 BN0554  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 BN0554  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 BN0554  HISTORY     - 20041005 GOOD             USPSQD
 BN0554  HISTORY     - 20051123 GOOD             USPSQD
 BN0554
 BN0554                          STATION DESCRIPTION
 BN0554
 BN0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0554'15.8 KM (9.8 MI) SE FROM MASON.
 BN0554'15.8 KM (9.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0554'IN MASON, 14.8 KM (9.2 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE
 BN0554'SOUTH JUNCTION OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL
 BN0554'VALLEY, SET IN THE EAST ABUTMENT OF THE NORTHEAST BRIDGE OVER THE
 BN0554'LLANO RIVER, 7.0 METERS (23.0 FT) NORTHEAST OF THE CENTERLINE OF 2
 BN0554'NORTHBOUND LANES OF THE HIGHWAY, AND 0.5 METER (1.7 FT) SOUTHWEST OF
 BN0554'THE NORTHEAST EDGE OF THE BRIDGE.
 BN0554'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BN0554
 BN0554                          STATION RECOVERY (1991)
 BN0554
 BN0554'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0554'MARK NOT FOUND.
 BN0554
 BN0554                          STATION RECOVERY (1996)
 BN0554
 BN0554'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0554'MARK NOT FOUND.
 BN0554
 BN0554                          STATION RECOVERY (2004)
 BN0554
 BN0554'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0554'GO TO N30 40 04 W099 06 06. NO WITNESS POST.
 BN0554
 BN0554                          STATION RECOVERY (2005)
 BN0554
 BN0554'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0554'FOUND IN GOOD CONDITION.  GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0657 ***********************************************************************
 DQ0657  DESIGNATION -  W 1469
 DQ0657  PID         -  DQ0657
 DQ0657  STATE/COUNTY-  TX/LAMB
 DQ0657  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0657
 DQ0657                         *CURRENT SURVEY CONTROL
 DQ0657  ___________________________________________________________________
 DQ0657* NAD 83(1986)-  33 54 14.     (N)    102 18 23.     (W)     SCALED    
 DQ0657* NAVD 88     -      1074.230  (meters)    3524.37   (feet)  ADJUSTED  
 DQ0657  ___________________________________________________________________
 DQ0657  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 DQ0657  DYNAMIC HT  -        1072.838 (meters)    3519.80  (feet)  COMP
 DQ0657  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 DQ0657
 DQ0657  VERT ORDER  -  FIRST     CLASS II
 DQ0657
 DQ0657.The horizontal coordinates were scaled from a topographic map and have
 DQ0657.an estimated accuracy of +/- 6 seconds.
 DQ0657
 DQ0657.The orthometric height was determined by differential leveling
 DQ0657.and adjusted by the National Geodetic Survey in June 1991..
 DQ0657
 DQ0657.The geoid height was determined by GEOID03.
 DQ0657
 DQ0657.The dynamic height is computed by dividing the NAVD 88
 DQ0657.geopotential number by the normal gravity value computed on the
 DQ0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0657.degrees latitude (g = 980.6199 gals.).
 DQ0657
 DQ0657.The modeled gravity was interpolated from observed gravity values.
 DQ0657
 DQ0657;                    North         East    Units  Estimated Accuracy
 DQ0657;SPC TXNC     - 2,254,470.      248,040.      MT  (+/- 180 meters Scaled)
 DQ0657
 DQ0657                          SUPERSEDED SURVEY CONTROL
 DQ0657
 DQ0657.No superseded survey control is available for this station.
 DQ0657
 DQ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT490547(NAD 83)
 DQ0657_MARKER: I = METAL ROD
 DQ0657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0657_SP_SET: STAINLESS STEEL ROD
 DQ0657_STAMPING: W 1469 1982
 DQ0657_MARK LOGO: NGS   
 DQ0657_PROJECTION: FLUSH
 DQ0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0657_ROD/PIPE-DEPTH: 7.9  meters
 DQ0657
 DQ0657  HISTORY     - Date     Condition        Report By
 DQ0657  HISTORY     - 1982     MONUMENTED       NGS
 DQ0657
 DQ0657                          STATION DESCRIPTION
 DQ0657
 DQ0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0657'1.9 KM (1.2 MI) SE FROM LITTLEFIELD.
 DQ0657'1.9 KM (1.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 DQ0657'WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 11.5 METERS (37.7 FT) NORTH OF
 DQ0657'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 1.1
 DQ0657'METERS (3.6 FT) WEST OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN
 DQ0657'(385 LITTLEFIELD LEVELLAND EXIT 1 MILE).  NOTE=ACCESS TO THE DATUM
 DQ0657'POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0657'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DQ0657'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1284 ***********************************************************************
 BY1284  DESIGNATION -  W 147
 BY1284  PID         -  BY1284
 BY1284  STATE/COUNTY-  TX/CHEROKEE
 BY1284  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1284
 BY1284                         *CURRENT SURVEY CONTROL
 BY1284  ___________________________________________________________________
 BY1284* NAD 83(1986)-  31 54 07.     (N)    095 09 56.     (W)     SCALED    
 BY1284* NAVD 88     -       103.313  (meters)     338.95   (feet)  ADJUSTED  
 BY1284  ___________________________________________________________________
 BY1284  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY1284  DYNAMIC HT  -         103.189 (meters)     338.55  (feet)  COMP
 BY1284  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 BY1284
 BY1284  VERT ORDER  -  FIRST     CLASS II
 BY1284
 BY1284.The horizontal coordinates were scaled from a topographic map and have
 BY1284.an estimated accuracy of +/- 6 seconds.
 BY1284
 BY1284.The orthometric height was determined by differential leveling
 BY1284.and adjusted by the National Geodetic Survey in June 1991..
 BY1284
 BY1284.The geoid height was determined by GEOID03.
 BY1284
 BY1284.The dynamic height is computed by dividing the NAVD 88
 BY1284.geopotential number by the normal gravity value computed on the
 BY1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1284.degrees latitude (g = 980.6199 gals.).
 BY1284
 BY1284.The modeled gravity was interpolated from observed gravity values.
 BY1284
 BY1284;                    North         East    Units  Estimated Accuracy
 BY1284;SPC TX C     - 3,259,160.    1,188,670.      MT  (+/- 180 meters Scaled)
 BY1284
 BY1284                          SUPERSEDED SURVEY CONTROL
 BY1284
 BY1284  NGVD 29 (??/??/92)  103.336  (m)          339.03   (f) ADJ UNCH    1 2
 BY1284
 BY1284.Superseded values are not recommended for survey control.
 BY1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1284.See file dsdata.txt to determine how the superseded data were derived.
 BY1284
 BY1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR952316(NAD 83)
 BY1284_MARKER: DB = BENCH MARK DISK
 BY1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1284_STAMPING: W 147 1938
 BY1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1284+STABILITY: SURFACE MOTION
 BY1284
 BY1284  HISTORY     - Date     Condition        Report By
 BY1284  HISTORY     - 1938     MONUMENTED       CGS
 BY1284  HISTORY     - 1952     GOOD             NGS
 BY1284  HISTORY     - 1973     POOR             USGS
 BY1284  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1284  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1284
 BY1284                          STATION DESCRIPTION
 BY1284
 BY1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1284'1.2 MI NW FROM GALLATIN.
 BY1284'1.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1284'POST OFFICE AT GALLATIN, 5 1/2 POLES EAST OF MILEPOST 194, AT A ROAD
 BY1284'CROSSING, 226 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 2 STORY
 BY1284'HOUSE, 170 FEET EAST OF THE CENTER LINE OF A ROAD, 21 FEET NORTH OF A
 BY1284'FENCE, 11 FEET SOUTH OF THE SOUTH RAIL, 1.6 FEET WEST OF A WITNESS
 BY1284'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BY1284'THE GROUND.
 BY1284
 BY1284                          STATION RECOVERY (1973)
 BY1284
 BY1284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1284'MARK RECOVERED IN POOR CONDITION.
 BY1284
 BY1284                          STATION RECOVERY (1980)
 BY1284
 BY1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1284'MARK NOT FOUND.
 BY1284
 BY1284                          STATION RECOVERY (1996)
 BY1284
 BY1284'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0545 ***********************************************************************
 EO0545  DESIGNATION -  W 1470
 EO0545  PID         -  EO0545
 EO0545  STATE/COUNTY-  TX/BAILEY
 EO0545  USGS QUAD   -  MULESHOE (1980)
 EO0545
 EO0545                         *CURRENT SURVEY CONTROL
 EO0545  ___________________________________________________________________
 EO0545* NAD 83(1986)-  34 08 58.     (N)    102 37 33.     (W)     SCALED    
 EO0545* NAVD 88     -      1161.849  (meters)    3811.83   (feet)  ADJUSTED  
 EO0545  ___________________________________________________________________
 EO0545  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 EO0545  DYNAMIC HT  -        1160.340 (meters)    3806.88  (feet)  COMP
 EO0545  MODELED GRAV-     979,296.6   (mgal)                       NAVD 88
 EO0545
 EO0545  VERT ORDER  -  FIRST     CLASS II
 EO0545
 EO0545.The horizontal coordinates were scaled from a topographic map and have
 EO0545.an estimated accuracy of +/- 6 seconds.
 EO0545
 EO0545.The orthometric height was determined by differential leveling
 EO0545.and adjusted by the National Geodetic Survey in June 1991..
 EO0545
 EO0545.The geoid height was determined by GEOID03.
 EO0545
 EO0545.The dynamic height is computed by dividing the NAVD 88
 EO0545.geopotential number by the normal gravity value computed on the
 EO0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0545.degrees latitude (g = 980.6199 gals.).
 EO0545
 EO0545.The modeled gravity was interpolated from observed gravity values.
 EO0545
 EO0545;                    North         East    Units  Estimated Accuracy
 EO0545;SPC TXNC     - 2,282,810.      219,580.      MT  (+/- 180 meters Scaled)
 EO0545
 EO0545                          SUPERSEDED SURVEY CONTROL
 EO0545
 EO0545.No superseded survey control is available for this station.
 EO0545
 EO0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT188812(NAD 83)
 EO0545_MARKER: I = METAL ROD
 EO0545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0545_SP_SET: STAINLESS STEEL ROD
 EO0545_STAMPING: W 1470 1982
 EO0545_MARK LOGO: NGS   
 EO0545_PROJECTION: FLUSH
 EO0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0545_ROD/PIPE-DEPTH: 9.8  meters
 EO0545
 EO0545  HISTORY     - Date     Condition        Report By
 EO0545  HISTORY     - 1982     MONUMENTED       NGS
 EO0545
 EO0545                          STATION DESCRIPTION
 EO0545
 EO0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0545'12.2 KM (7.6 MI) SE FROM MULESHOE.
 EO0545'12.2 KM (7.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0545'JUNCTION WITH U.S. HIGHWAY 70 IN MULESHOE, 30.5 METERS (100.1 FT)
 EO0545'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EO0545'HIGHWAY AND 3.5 METERS (11.5 FT) NORTH-NORTHWEST OF UTILITY POLE
 EO0545'NUMBER 5.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EO0545'CAP.
 EO0545'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EO0545'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5101 ***********************************************************************
 AC5101  DESIGNATION -  W 1470
 AC5101  PID         -  AC5101
 AC5101  STATE/COUNTY-  TX/RANDALL
 AC5101  USGS QUAD   -  AMARILLO EAST (1973)
 AC5101
 AC5101                         *CURRENT SURVEY CONTROL
 AC5101  ___________________________________________________________________
 AC5101* NAD 83(1986)-  35 09 33.     (N)    101 51 24.     (W)     SCALED    
 AC5101* NAVD 88     -      1111.803  (meters)    3647.64   (feet)  ADJUSTED  
 AC5101  ___________________________________________________________________
 AC5101  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AC5101  DYNAMIC HT  -        1110.476 (meters)    3643.29  (feet)  COMP
 AC5101  MODELED GRAV-     979,402.3   (mgal)                       NAVD 88
 AC5101
 AC5101  VERT ORDER  -  FIRST     CLASS II
 AC5101
 AC5101.The horizontal coordinates were scaled from a topographic map and have
 AC5101.an estimated accuracy of +/- 6 seconds.
 AC5101
 AC5101.The orthometric height was determined by differential leveling
 AC5101.and adjusted by the National Geodetic Survey in July 2002..
 AC5101
 AC5101.The geoid height was determined by GEOID03.
 AC5101
 AC5101.The dynamic height is computed by dividing the NAVD 88
 AC5101.geopotential number by the normal gravity value computed on the
 AC5101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5101.degrees latitude (g = 980.6199 gals.).
 AC5101
 AC5101.The modeled gravity was interpolated from observed gravity values.
 AC5101
 AC5101;                    North         East    Units  Estimated Accuracy
 AC5101;SPC TX N     - 1,128,650.      167,510.      MT  (+/- 180 meters Scaled)
 AC5101
 AC5101                          SUPERSEDED SURVEY CONTROL
 AC5101
 AC5101.No superseded survey control is available for this station.
 AC5101
 AC5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD397944(NAD 83)
 AC5101_MARKER: I = METAL ROD
 AC5101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5101_STAMPING: W 1470 1996
 AC5101_MARK LOGO: NGS   
 AC5101_PROJECTION: FLUSH
 AC5101_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5101+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2006
 AC5101_ROD/PIPE-DEPTH: 10.5 meters
 AC5101_SLEEVE-DEPTH  : 0.9 meters
 AC5101
 AC5101  HISTORY     - Date     Condition        Report By
 AC5101  HISTORY     - 1996     MONUMENTED       NGS
 AC5101  HISTORY     - 20060701 GOOD             GEOCAC
 AC5101
 AC5101                          STATION DESCRIPTION
 AC5101
 AC5101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5101'IN AMARILLO, AT 48TH AVENUE AND PARKER STREET, 64.5 M (211.6 FT) WEST
 AC5101'OF THE STREET CENTER, 37.9 M (124.3 FT) SOUTHEAST OF THE SOUTHEAST
 AC5101'CORNER OF THE SOUTH WING OF THE SOUTH LAWN ELEMENTARY SCHOOL, 21.7 M
 AC5101'(71.2 FT) EAST OF THE WEST END OF A CHAIN-LINK FENCE, 8.4 M (27.6 FT)
 AC5101'NORTH-NORTHWEST OF THE AVENUE CENTER, 0.6 M (2.0 FT) SOUTH OF THE
 AC5101'SOUTHEAST CORNER OF A CONCRETE WALL ENCLOSING A SLIDE AND MONKEY BARS,
 AC5101'0.5 M (1.6 FT) SOUTH OF THE FENCE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 AC5101'OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC5101'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AC5101'CLASS A MARK.
 AC5101
 AC5101                          STATION RECOVERY (2006)
 AC5101
 AC5101'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 AC5101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6318 ***********************************************************************
 AC6318  DESIGNATION -  W 1471
 AC6318  PID         -  AC6318
 AC6318  STATE/COUNTY-  TX/JEFFERSON
 AC6318  USGS QUAD   -  BEAUMONT WEST (1994)
 AC6318
 AC6318                         *CURRENT SURVEY CONTROL
 AC6318  ___________________________________________________________________
 AC6318* NAD 83(1986)-  30 05 46.     (N)    094 07 51.     (W)     SCALED    
 AC6318* NAVD 88     -         7.167  (meters)      23.51   (feet)  ADJUSTED  
 AC6318  ___________________________________________________________________
 AC6318  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AC6318  DYNAMIC HT  -           7.157 (meters)      23.48  (feet)  COMP
 AC6318  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 AC6318
 AC6318  VERT ORDER  -  FIRST     CLASS II
 AC6318
 AC6318.The horizontal coordinates were scaled from a topographic map and have
 AC6318.an estimated accuracy of +/- 6 seconds.
 AC6318
 AC6318.The orthometric height was determined by differential leveling
 AC6318.and adjusted by the National Geodetic Survey in July 2002..
 AC6318
 AC6318.The geoid height was determined by GEOID03.
 AC6318
 AC6318.The dynamic height is computed by dividing the NAVD 88
 AC6318.geopotential number by the normal gravity value computed on the
 AC6318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6318.degrees latitude (g = 980.6199 gals.).
 AC6318
 AC6318.The modeled gravity was interpolated from observed gravity values.
 AC6318
 AC6318;                    North         East    Units  Estimated Accuracy
 AC6318;SPC TXSC     - 4,260,550.    1,069,200.      MT  (+/- 180 meters Scaled)
 AC6318
 AC6318                          SUPERSEDED SURVEY CONTROL
 AC6318
 AC6318.No superseded survey control is available for this station.
 AC6318
 AC6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP910299(NAD 83)
 AC6318_MARKER: DV = VERTICAL CONTROL DISK
 AC6318_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC6318_SP_SET: PIER
 AC6318_STAMPING: W 1471 1996
 AC6318_MARK LOGO: NGS   
 AC6318_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6318+STABILITY: POSITION/ELEVATION WELL
 AC6318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6318+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AC6318
 AC6318  HISTORY     - Date     Condition        Report By
 AC6318  HISTORY     - 1996     MONUMENTED       NGS
 AC6318  HISTORY     - 20041031 GOOD             USPSQD
 AC6318  HISTORY     - 20060304 GOOD             USPSQD
 AC6318
 AC6318                          STATION DESCRIPTION
 AC6318
 AC6318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6318'IN BEAUMONT, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND 11TH
 AC6318'STREET, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY OF 8
 AC6318'CONCRETE COLUMNS OF THE 1ST PIER EAST OF THE WEST ABUTMENT OF THE
 AC6318'HIGHWAY OVERPASS OF THE STREET, 15.5 M (50.9 FT) NORTH OF THE CENTER
 AC6318'OF THE HIGHWAY, 12.6 M (41.3 FT) WEST OF THE STREET CENTER, AND 1.5 M
 AC6318'(4.9 FT) ABOVE THE LEVEL OF THE STREET.
 AC6318
 AC6318                          STATION RECOVERY (2004)
 AC6318
 AC6318'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 AC6318'RECOVERED IN GOOD CONDITION.
 AC6318
 AC6318                          STATION RECOVERY (2006)
 AC6318
 AC6318'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AC6318'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4860 ***********************************************************************
 AW4860  DESIGNATION -  W 1472
 AW4860  PID         -  AW4860
 AW4860  STATE/COUNTY-  TX/HARRIS
 AW4860  USGS QUAD   -  LEAGUE CITY (1995)
 AW4860
 AW4860                         *CURRENT SURVEY CONTROL
 AW4860  ___________________________________________________________________
 AW4860* NAD 83(1986)-  29 33 05.     (N)    095 01 22.     (W)     SCALED    
 AW4860* NAVD 88     -         4.61   (+/-2cm)      15.1    (feet)  VERTCON   
 AW4860  ___________________________________________________________________
 AW4860  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW4860
 AW4860  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4860
 AW4860.The horizontal coordinates were scaled from a topographic map and have
 AW4860.an estimated accuracy of +/- 6 seconds.
 AW4860
 AW4860.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4860.The vertical order pertains to the NGVD 29 superseded value.
 AW4860
 AW4860.The geoid height was determined by GEOID03.
 AW4860
 AW4860;                    North         East    Units  Estimated Accuracy
 AW4860;SPC TXSC     - 4,196,960.      985,340.      MT  (+/- 180 meters Scaled)
 AW4860
 AW4860                          SUPERSEDED SURVEY CONTROL
 AW4860
 AW4860  NGVD 29 (??/??/??)    4.610  (m)           15.12   (f) ADJUSTED    1 2
 AW4860
 AW4860.Superseded values are not recommended for survey control.
 AW4860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4860.See file dsdata.txt to determine how the superseded data were derived.
 AW4860
 AW4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN040707(NAD 83)
 AW4860_MARKER: I = METAL ROD
 AW4860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4860_SP_SET: STAINLESS STEEL ROD
 AW4860_STAMPING: W 1472 1983
 AW4860_MARK LOGO: NGS   
 AW4860_PROJECTION: FLUSH
 AW4860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4860_ROD/PIPE-DEPTH: 14.6 meters
 AW4860
 AW4860  HISTORY     - Date     Condition        Report By
 AW4860  HISTORY     - 1983     MONUMENTED       NGS
 AW4860  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4860  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW4860  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AW4860  HISTORY     - 20020309 MARK NOT FOUND   USPSQD
 AW4860  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW4860
 AW4860                          STATION DESCRIPTION
 AW4860
 AW4860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4860'1.6 KM (1.0 MI) NW FROM KEMAH.
 AW4860'1.6 KM (1.0 MI) NORTHWEST ALONG STATE ROUTE 146 FROM THE JUNCTION OF
 AW4860'FARM ROAD 518 IN KEMAH, AT THE NORTHWEST CORNER OF THE HIGHWAY DRAW
 AW4860'BRIDGE OVER CLEAR CREEK, SET BETWEEN A 3 FEET BY 3 FEET BARRICADE SIGN
 AW4860'AND A 6 FEET HIGH 4 INCH BY 4 INCH WOODEN POST, 15.30 METERS (50.2 FT)
 AW4860'WEST OF THE CENTERLINE OF THE HIGHWAY, 31.24 METERS (102.5 FT)
 AW4860'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE, 15.85 METERS
 AW4860'(52.0 FT) SOUTHEAST OF A POWERLINE POLE, 0.30 METERS (1.0 FT) EAST OF
 AW4860'THE 4 INCH BY 4 INCH WOODEN POST, AND 1.83 METERS (6.0 FT) WEST OF THE
 AW4860'SOUTH END OF A METAL GUARDRAIL.
 AW4860'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 AW4860'THE MARK IS 0.15 M BELOW HIGHWAY.
 AW4860
 AW4860                          STATION RECOVERY (1987)
 AW4860
 AW4860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4860'NOT RECOVERED, A NEW HIGH RISE BUILDING HAS BEEN CONSTRUCTED OVER
 AW4860'CLEAR CREEK AND THE DESCRIPTION IS INADEQUATE.
 AW4860
 AW4860                          STATION RECOVERY (1993)
 AW4860
 AW4860'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4860'MARK NOT FOUND.
 AW4860
 AW4860                          STATION RECOVERY (2002)
 AW4860
 AW4860'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW4860'MARK NOT FOUND.
 AW4860
 AW4860                          STATION RECOVERY (2002)
 AW4860
 AW4860'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW4860'MARK NOT FOUND.
 AW4860
 AW4860                          STATION RECOVERY (2005)
 AW4860
 AW4860'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW4860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0931 ***********************************************************************
 CA0931  DESIGNATION -  W 1473
 CA0931  PID         -  CA0931
 CA0931  STATE/COUNTY-  TX/MILLS
 CA0931  USGS QUAD   -  MULLIN (1980)
 CA0931
 CA0931                         *CURRENT SURVEY CONTROL
 CA0931  ___________________________________________________________________
 CA0931* NAD 83(1986)-  31 33 10.     (N)    098 39 06.     (W)     SCALED    
 CA0931* NAVD 88     -       433.972  (meters)    1423.79   (feet)  ADJUSTED  
 CA0931  ___________________________________________________________________
 CA0931  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CA0931  DYNAMIC HT  -         433.402 (meters)    1421.92  (feet)  COMP
 CA0931  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 CA0931
 CA0931  VERT ORDER  -  FIRST     CLASS II
 CA0931
 CA0931.The horizontal coordinates were scaled from a topographic map and have
 CA0931.an estimated accuracy of +/- 6 seconds.
 CA0931
 CA0931.The orthometric height was determined by differential leveling
 CA0931.and adjusted by the National Geodetic Survey in June 1991..
 CA0931
 CA0931.The geoid height was determined by GEOID03.
 CA0931
 CA0931.The dynamic height is computed by dividing the NAVD 88
 CA0931.geopotential number by the normal gravity value computed on the
 CA0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0931.degrees latitude (g = 980.6199 gals.).
 CA0931
 CA0931.The modeled gravity was interpolated from observed gravity values.
 CA0931
 CA0931;                    North         East    Units  Estimated Accuracy
 CA0931;SPC TX C     - 3,210,300.      859,660.      MT  (+/- 180 meters Scaled)
 CA0931
 CA0931                          SUPERSEDED SURVEY CONTROL
 CA0931
 CA0931.No superseded survey control is available for this station.
 CA0931
 CA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV330909(NAD 83)
 CA0931_MARKER: I = METAL ROD
 CA0931_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0931+WITH SETTING: INFORMATION.
 CA0931_SP_SET: SHALLOW SET METAL ROD
 CA0931_STAMPING: W 1473 1983
 CA0931_MARK LOGO: NGS   
 CA0931_PROJECTION: FLUSH
 CA0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0931_ROD/PIPE-DEPTH: 2.1  meters
 CA0931
 CA0931  HISTORY     - Date     Condition        Report By
 CA0931  HISTORY     - 1983     MONUMENTED       NGS
 CA0931
 CA0931                          STATION DESCRIPTION
 CA0931
 CA0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0931'15.4 KM (9.55 MI) NW FROM GOLDTHWAITE.
 CA0931'15.4 KM (9.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0931'COURTHOUSE IN GOLDTHWAITE, 34.1 METERS (111.9 FT) NORTHWEST OF THE
 CA0931'CENTER OF A GRAVELED ROAD, 17.7 METERS (58.1 FT) SOUTHWEST OF THE
 CA0931'CENTERLINE OF THE HIGHWAY AND 11.6 METERS (38.1 FT) NORTHWEST OF A
 CA0931'FENCE CORNER.  NOTE, REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE
 CA0931'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0931'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0931'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0957 ***********************************************************************
 CA0957  DESIGNATION -  W 1474
 CA0957  PID         -  CA0957
 CA0957  STATE/COUNTY-  TX/LAMPASAS
 CA0957  USGS QUAD   -  LAMPASAS (1954)
 CA0957
 CA0957                         *CURRENT SURVEY CONTROL
 CA0957  ___________________________________________________________________
 CA0957* NAD 83(1986)-  31 04 35.     (N)    098 10 08.     (W)     SCALED    
 CA0957* NAVD 88     -       310.909  (meters)    1020.04   (feet)  ADJUSTED  
 CA0957  ___________________________________________________________________
 CA0957  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CA0957  DYNAMIC HT  -         310.495 (meters)    1018.68  (feet)  COMP
 CA0957  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 CA0957
 CA0957  VERT ORDER  -  FIRST     CLASS II
 CA0957
 CA0957.The horizontal coordinates were scaled from a topographic map and have
 CA0957.an estimated accuracy of +/- 6 seconds.
 CA0957
 CA0957.The orthometric height was determined by differential leveling
 CA0957.and adjusted by the National Geodetic Survey in June 1991..
 CA0957
 CA0957.The geoid height was determined by GEOID03.
 CA0957
 CA0957.The dynamic height is computed by dividing the NAVD 88
 CA0957.geopotential number by the normal gravity value computed on the
 CA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0957.degrees latitude (g = 980.6199 gals.).
 CA0957
 CA0957.The modeled gravity was interpolated from observed gravity values.
 CA0957
 CA0957;                    North         East    Units  Estimated Accuracy
 CA0957;SPC TX C     - 3,158,280.      906,510.      MT  (+/- 180 meters Scaled)
 CA0957
 CA0957                          SUPERSEDED SURVEY CONTROL
 CA0957
 CA0957.No superseded survey control is available for this station.
 CA0957
 CA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV792383(NAD 83)
 CA0957_MARKER: I = METAL ROD
 CA0957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0957_SP_SET: STAINLESS STEEL ROD
 CA0957_STAMPING: W 1474 1983
 CA0957_MARK LOGO: NGS   
 CA0957_PROJECTION: FLUSH
 CA0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0957_ROD/PIPE-DEPTH: 11.6 meters
 CA0957
 CA0957  HISTORY     - Date     Condition        Report By
 CA0957  HISTORY     - 1983     MONUMENTED       NGS
 CA0957  HISTORY     - 20020420 GOOD             USPSQD
 CA0957
 CA0957                          STATION DESCRIPTION
 CA0957
 CA0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0957'IN LAMPASAS.
 CA0957'IN LAMPASAS, AT THE INTERSECTION OF EAST THIRD STREET AND SANTA FE
 CA0957'LANE, 16.4 METERS (53.8 FT) SOUTHEAST OF THE CENTER OF THE STREET, 8.8
 CA0957'METERS (28.9 FT) NORTHEAST OF THE CENTER OF THE LANE, 5.5 METERS (18.0
 CA0957'FT) SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD AND 1.2 METERS
 CA0957'(3.9 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY WIRES.  NOTE, ACCESS
 CA0957'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0957'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CA0957'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CA0957
 CA0957                          STATION RECOVERY (2002)
 CA0957
 CA0957'RECOVERY NOTE BY US POWER SQUADRON 2002 (CG)
 CA0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1231 ***********************************************************************
 BZ1231  DESIGNATION -  W 1475
 BZ1231  PID         -  BZ1231
 BZ1231  STATE/COUNTY-  TX/BELL
 BZ1231  USGS QUAD   -  KILLEEN (1995)
 BZ1231
 BZ1231                         *CURRENT SURVEY CONTROL
 BZ1231  ___________________________________________________________________
 BZ1231* NAD 83(1986)-  31 06 49.     (N)    097 42 37.     (W)     SCALED    
 BZ1231* NAVD 88     -       252.148  (meters)     827.26   (feet)  ADJUSTED  
 BZ1231  ___________________________________________________________________
 BZ1231  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BZ1231  DYNAMIC HT  -         251.810 (meters)     826.15  (feet)  COMP
 BZ1231  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 BZ1231
 BZ1231  VERT ORDER  -  FIRST     CLASS II
 BZ1231
 BZ1231.The horizontal coordinates were scaled from a topographic map and have
 BZ1231.an estimated accuracy of +/- 6 seconds.
 BZ1231
 BZ1231.The orthometric height was determined by differential leveling
 BZ1231.and adjusted by the National Geodetic Survey in June 1991..
 BZ1231
 BZ1231.The geoid height was determined by GEOID03.
 BZ1231
 BZ1231.The dynamic height is computed by dividing the NAVD 88
 BZ1231.geopotential number by the normal gravity value computed on the
 BZ1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1231.degrees latitude (g = 980.6199 gals.).
 BZ1231
 BZ1231.The modeled gravity was interpolated from observed gravity values.
 BZ1231
 BZ1231;                    North         East    Units  Estimated Accuracy
 BZ1231;SPC TX C     - 3,163,350.      950,160.      MT  (+/- 180 meters Scaled)
 BZ1231
 BZ1231                          SUPERSEDED SURVEY CONTROL
 BZ1231
 BZ1231.No superseded survey control is available for this station.
 BZ1231
 BZ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV229429(NAD 83)
 BZ1231_MARKER: DB = BENCH MARK DISK
 BZ1231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1231_SP_SET: ABUTMENT
 BZ1231_STAMPING: W 1475 1983
 BZ1231_MARK LOGO: NGS   
 BZ1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1231
 BZ1231  HISTORY     - Date     Condition        Report By
 BZ1231  HISTORY     - 1983     MONUMENTED       NGS
 BZ1231  HISTORY     - 19950715 GOOD             USPSQD
 BZ1231  HISTORY     - 20010317 GOOD             USPSQD
 BZ1231
 BZ1231                          STATION DESCRIPTION
 BZ1231
 BZ1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1231'1.7 KM (1.05 MI) EAST FROM KILLEEN.
 BZ1231'1.7 KM (1.05 EASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ1231'STATION IN KILLEEN, IN TOP OF AND 0.6 METER (2.0 FT) WEST OF THE EAST
 BZ1231'END OF THE NORTH CONCRETE ABUTMENT OF THE W. S. YOUNG DRIVE OVERPASS
 BZ1231'OF THE RAILROAD, 54.5 METERS (178.8 FT) NORTH OF THE NEAR RAIL AND 4.4
 BZ1231'METERS (14.4 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 BZ1231'THE DRIVE.
 BZ1231'THE MARK IS 0.2 M ABOVE THE DRIVE.
 BZ1231
 BZ1231                          STATION RECOVERY (1995)
 BZ1231
 BZ1231'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1231'RECOVERED IN GOOD CONDITION.
 BZ1231
 BZ1231                          STATION RECOVERY (2001)
 BZ1231
 BZ1231'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2472 ***********************************************************************
 CS2472  DESIGNATION -  W 1476
 CS2472  PID         -  CS2472
 CS2472  STATE/COUNTY-  TX/JOHNSON
 CS2472  USGS QUAD   -  KEENE (1978)
 CS2472
 CS2472                         *CURRENT SURVEY CONTROL
 CS2472  ___________________________________________________________________
 CS2472* NAD 83(1993)-  32 26 45.78648(N)    097 15 17.14026(W)     ADJUSTED  
 CS2472* NAVD 88     -       255.628  (meters)     838.67   (feet)  ADJUSTED  
 CS2472  ___________________________________________________________________
 CS2472  X           -    -680,388.590 (meters)                     COMP
 CS2472  Y           -  -5,344,743.542 (meters)                     COMP
 CS2472  Z           -   3,402,398.436 (meters)                     COMP
 CS2472  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 CS2472  ELLIP HEIGHT-         228.23  (meters)          (10/24/00) GPS OBS
 CS2472  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CS2472  DYNAMIC HT  -         255.323 (meters)     837.67  (feet)  COMP
 CS2472  MODELED GRAV-     979,438.3   (mgal)                       NAVD 88
 CS2472
 CS2472  HORZ ORDER  -  FIRST
 CS2472  VERT ORDER  -  FIRST     CLASS II
 CS2472  ELLP ORDER  -  FOURTH    CLASS II
 CS2472
 CS2472.The horizontal coordinates were established by GPS observations
 CS2472.and adjusted by the National Geodetic Survey in February 1996..
 CS2472
 CS2472.The orthometric height was determined by differential leveling
 CS2472.and adjusted by the National Geodetic Survey in June 1991..
 CS2472
 CS2472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2472
 CS2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2472
 CS2472.The ellipsoidal height was determined by GPS observations
 CS2472.and is referenced to NAD 83.
 CS2472
 CS2472.The geoid height was determined by GEOID03.
 CS2472
 CS2472.The dynamic height is computed by dividing the NAVD 88
 CS2472.geopotential number by the normal gravity value computed on the
 CS2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2472.degrees latitude (g = 980.6199 gals.).
 CS2472
 CS2472.The modeled gravity was interpolated from observed gravity values.
 CS2472
 CS2472;                    North         East     Units Scale Factor Converg.
 CS2472;SPC TXNC     - 2,087,120.796   717,082.156   MT  0.99992808   +0 40 44.9
 CS2472;SPC TXNC     - 6,847,495.48  2,352,627.04   sFT  0.99992808   +0 40 44.9
 CS2472;UTM  14      - 3,591,219.664   664,054.935   MT  0.99993189   +0 56 11.5
 CS2472
 CS2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2472!SPC TXNC     -   0.99996417  x   0.99992808  =   0.99989225
 CS2472!UTM  14      -   0.99996417  x   0.99993189  =   0.99989606
 CS2472
 CS2472                          SUPERSEDED SURVEY CONTROL
 CS2472
 CS2472  ELLIP H (02/20/96)  228.28   (m)                       GP(       ) 1 1
 CS2472  NAVD 88 (02/20/96)  255.63   (m)          838.7    (f) LEVELING    3  
 CS2472
 CS2472.Superseded values are not recommended for survey control.
 CS2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2472.See file dsdata.txt to determine how the superseded data were derived.
 CS2472
 CS2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6405591220(NAD 83)
 CS2472_MARKER: I = METAL ROD
 CS2472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2472_SP_SET: STAINLESS STEEL ROD
 CS2472_STAMPING: W 1476 1983
 CS2472_MARK LOGO: NGS   
 CS2472_PROJECTION: RECESSED 1 CENTIMETERS
 CS2472_MAGNETIC: I = MARKER IS A STEEL ROD
 CS2472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2472+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1994
 CS2472_ROD/PIPE-DEPTH: 3.7  meters
 CS2472
 CS2472  HISTORY     - Date     Condition        Report By
 CS2472  HISTORY     - 1983     MONUMENTED       NGS
 CS2472  HISTORY     - 19910413 GOOD             USPSQD
 CS2472  HISTORY     - 19940324 GOOD             USPSQD
 CS2472  HISTORY     - 19941211 GOOD             NGS
 CS2472  HISTORY     - 19990605 GOOD             USPSQD
 CS2472  HISTORY     - 20041023 GOOD             USPSQD
 CS2472  HISTORY     - 20051119 GOOD             USPSQD
 CS2472
 CS2472                          STATION DESCRIPTION
 CS2472
 CS2472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2472'21.7 KM (13.45 MI) NORT FROM GRANDVIEW.
 CS2472'0.2 KM (0.1 MI) EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE
 CS2472'MISSOURI, KANSAS AND TEXAS RAILROAD IN GRANDVIEW, THENCE 21.5 KM
 CS2472'(13.35 MI) NORTHERLY ALONG U.S. HIGHWAY 81, 0.2 KM (0.1 MI) NORTHWEST
 CS2472'OF MILEPOST 29, 41.8 METERS (137.1 FT) SOUTHWEST OF THE CENTERLINE OF
 CS2472'THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 11.6 METERS (38.1 FT)
 CS2472'SOUTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD AND 8.7 METERS (28.5
 CS2472'FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE
 CS2472'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2472'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CS2472'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CS2472
 CS2472                          STATION RECOVERY (1991)
 CS2472
 CS2472'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2472'RECOVERED IN GOOD CONDITION.
 CS2472
 CS2472                          STATION RECOVERY (1994)
 CS2472
 CS2472'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2472'RECOVERED IN GOOD CONDITION.
 CS2472
 CS2472                          STATION RECOVERY (1994)
 CS2472
 CS2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS2472'THE STATION IS LOCATED ABOUT 14.6 KM (9.05 MI) SOUTH-SOUTHEAST OF
 CS2472'BURLESON, ABOUT 21.5 KM (13.35 MI) NORTH-NORTHWEST OF ALVARADO AND ON
 CS2472'THE WEST SIDE OF THE WEST FRONTAGE ROAD OF INTERSTATE HIGHWAY 35W AND
 CS2472'0.16 KM (0.10 MI) NORTHWEST OF HIGHWAY MILE POST 29.  ---OVMERSHIP
 CS2472'DEPTARTMENT OF TRANSPORTATION--- TO REACH THE STATION FROM THE
 CS2472'OVERPASS JUNCTION (EXIT 30) OF FARM ROAD 917 AND INTERSTATE HIGHWAY
 CS2472'35W, ABOUT 11 KM (6.85 MI) SOUTH-SOUTHEAST OF BURLESON.  GO WEST ON
 CS2472'FARM ROAD 917 FOR O.16 KM (0.1 MI.) TO A FOUR WAY STOP AT PAVED ROAD
 CS2472'INTERSECTION.  TURN LEFT (SOUTH) ON THE WEST FRONTAGE ROAD AND GO 2.43
 CS2472'KM (1.50 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A STEEL ROD
 CS2472'WITH A PUNCH HOLE IN THE TOP, ENCASED IN A 5 INCH PVC PIPE WITH LOGO
 CS2472'CAP SET IN CONCRETE AND RECESSED 1 CM IN THE GROUND.  IT IS 41.8 M
 CS2472'(137.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND
 CS2472'LANES OF THE INTERSTATE, 11.6 M (38.1 FT) SOUTH-SOUTHWEST AND LEVEL
 CS2472'WITH THE CENTERLINE OF THE FRONTAGE ROAD, 8.7 M (28.5 FT)
 CS2472'NORTH-NORTHWEST OF A FIELD ENTRANCE ROAD, 0.3 M (1.0 FT)
 CS2472'NORTH-NORTHEAST OF A CARSONITE WITNESS POST AND FENCE.  NOTE- USEABLE
 CS2472'FOR GPS, A SMALL UTILITY LINE CROSSES ABOVE STATION AND ONE UTILITY
 CS2472'POLE WILL CREATE SMALL BLOCKAGE TO NORTH.
 CS2472
 CS2472                          STATION RECOVERY (1999)
 CS2472
 CS2472'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2472'RECOVERED IN GOOD CONDITION.
 CS2472
 CS2472                          STATION RECOVERY (2004)
 CS2472
 CS2472'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS2472'RECOVERED IN GOOD CONDITION.
 CS2472
 CS2472                          STATION RECOVERY (2005)
 CS2472
 CS2472'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS2472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2432 ***********************************************************************
 CS2432  DESIGNATION -  W 1477
 CS2432  PID         -  CS2432
 CS2432  STATE/COUNTY-  TX/PARKER
 CS2432  USGS QUAD   -  ANNETA (1979)
 CS2432
 CS2432                         *CURRENT SURVEY CONTROL
 CS2432  ___________________________________________________________________
 CS2432* NAD 83(1986)-  32 44 25.     (N)    097 39 08.     (W)     SCALED    
 CS2432* NAVD 88     -       255.830  (meters)     839.34   (feet)  ADJUSTED  
 CS2432  ___________________________________________________________________
 CS2432  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CS2432  DYNAMIC HT  -         255.521 (meters)     838.32  (feet)  COMP
 CS2432  MODELED GRAV-     979,424.6   (mgal)                       NAVD 88
 CS2432
 CS2432  VERT ORDER  -  FIRST     CLASS II
 CS2432
 CS2432.The horizontal coordinates were scaled from a topographic map and have
 CS2432.an estimated accuracy of +/- 6 seconds.
 CS2432
 CS2432.The orthometric height was determined by differential leveling
 CS2432.and adjusted by the National Geodetic Survey in June 1991..
 CS2432
 CS2432.The geoid height was determined by GEOID03.
 CS2432
 CS2432.The dynamic height is computed by dividing the NAVD 88
 CS2432.geopotential number by the normal gravity value computed on the
 CS2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2432.degrees latitude (g = 980.6199 gals.).
 CS2432
 CS2432.The modeled gravity was interpolated from observed gravity values.
 CS2432
 CS2432;                    North         East    Units  Estimated Accuracy
 CS2432;SPC TXNC     - 2,119,370.      679,450.      MT  (+/- 180 meters Scaled)
 CS2432
 CS2432                          SUPERSEDED SURVEY CONTROL
 CS2432
 CS2432.No superseded survey control is available for this station.
 CS2432
 CS2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB262232(NAD 83)
 CS2432_MARKER: DB = BENCH MARK DISK
 CS2432_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2432_SP_SET: ABUTMENT
 CS2432_STAMPING: W 1477 1983
 CS2432_MARK LOGO: NGS   
 CS2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2432+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CS2432
 CS2432  HISTORY     - Date     Condition        Report By
 CS2432  HISTORY     - 1983     MONUMENTED       NGS
 CS2432  HISTORY     - 19910522 GOOD             USPSQD
 CS2432  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 CS2432  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2432  HISTORY     - 20041023 GOOD             USPSQD
 CS2432  HISTORY     - 20051029 GOOD             USPSQD
 CS2432
 CS2432                          STATION DESCRIPTION
 CS2432
 CS2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2432'13.6 KM (8.45 MI) EAST FROM WEATHERFORD.
 CS2432'13.6 KM (8.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2432'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, IN TOP OF AND 0.6
 CS2432'METER (2.0 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 CS2432'A HIGHWAY BRIDGE SPANNING CLEAR FORK OF THE TRINITY RIVER, 13.0 METERS
 CS2432'(42.7 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY
 CS2432'AND 5.3 METERS (17.4 FT) SOUTH OF THE CENTER OF A ROAD LEADING TO A
 CS2432'WEIGHT STATION.
 CS2432'THE MARK IS 1.0 M BELOW THE ROAD.
 CS2432
 CS2432                          STATION RECOVERY (1991)
 CS2432
 CS2432'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2432'RECOVERED IN GOOD CONDITION.
 CS2432
 CS2432                          STATION RECOVERY (1995)
 CS2432
 CS2432'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2432'MARK NOT FOUND.
 CS2432
 CS2432                          STATION RECOVERY (1997)
 CS2432
 CS2432'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2432'MARK NOT FOUND.
 CS2432
 CS2432                          STATION RECOVERY (2004)
 CS2432
 CS2432'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMF)
 CS2432'RECOVERED IN GOOD CONDITION.
 CS2432
 CS2432                          STATION RECOVERY (2005)
 CS2432
 CS2432'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2432'MARK IS AT EAST END, AND NORTH SIDE OF WEIGH STATION BRIDGE SET IN THE
 CS2432'TOP OF A CONCRETE ABUTMENT ABOUT 2 FOOT BELOW THE GRADE OF THE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0903 ***********************************************************************
 CT0903  DESIGNATION -  W 1478
 CT0903  PID         -  CT0903
 CT0903  STATE/COUNTY-  TX/PALO PINTO
 CT0903  USGS QUAD   -  SANTO (1984)
 CT0903
 CT0903                         *CURRENT SURVEY CONTROL
 CT0903  ___________________________________________________________________
 CT0903* NAD 83(1986)-  32 35 00.     (N)    098 08 52.     (W)     SCALED    
 CT0903* NAVD 88     -       265.245  (meters)     870.22   (feet)  ADJUSTED  
 CT0903  ___________________________________________________________________
 CT0903  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0903  DYNAMIC HT  -         264.917 (meters)     869.15  (feet)  COMP
 CT0903  MODELED GRAV-     979,396.9   (mgal)                       NAVD 88
 CT0903
 CT0903  VERT ORDER  -  FIRST     CLASS II
 CT0903
 CT0903.The horizontal coordinates were scaled from a topographic map and have
 CT0903.an estimated accuracy of +/- 6 seconds.
 CT0903
 CT0903.The orthometric height was determined by differential leveling
 CT0903.and adjusted by the National Geodetic Survey in June 1991..
 CT0903
 CT0903.The geoid height was determined by GEOID03.
 CT0903
 CT0903.The dynamic height is computed by dividing the NAVD 88
 CT0903.geopotential number by the normal gravity value computed on the
 CT0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0903.degrees latitude (g = 980.6199 gals.).
 CT0903
 CT0903.The modeled gravity was interpolated from observed gravity values.
 CT0903
 CT0903;                    North         East    Units  Estimated Accuracy
 CT0903;SPC TXNC     - 2,101,710.      633,070.      MT  (+/- 180 meters Scaled)
 CT0903
 CT0903                          SUPERSEDED SURVEY CONTROL
 CT0903
 CT0903.No superseded survey control is available for this station.
 CT0903
 CT0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB799054(NAD 83)
 CT0903_MARKER: DB = BENCH MARK DISK
 CT0903_SETTING: 66 = SET IN ROCK OUTCROP
 CT0903_SP_SET: ROCK OUTCROP
 CT0903_STAMPING: W 1478 1983
 CT0903_MARK LOGO: NGS   
 CT0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0903+STABILITY: POSITION/ELEVATION WELL
 CT0903
 CT0903  HISTORY     - Date     Condition        Report By
 CT0903  HISTORY     - 1983     MONUMENTED       NGS
 CT0903  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0903  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0903  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0903
 CT0903                          STATION DESCRIPTION
 CT0903
 CT0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0903'38.7 KM (24.05 MI) WEST FROM WEATHERFORD.
 CT0903'38.7 KM (24.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0903'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 0.2 KM (0.1 MI)
 CT0903'NORTHEAST OF MILEPOST 384 AND A POWERLINE CROSSING, IN THE CENTER OF A
 CT0903'4- BY 5-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 49.1 METERS (161.1 FT)
 CT0903'SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 CT0903'HIGHWAY AND 10.4 METERS (34.1 FT) SOUTHEAST OF THE CENTERLINE OF A
 CT0903'FRONTAGE ROAD.
 CT0903'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CT0903'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0903
 CT0903                          STATION RECOVERY (1998)
 CT0903
 CT0903'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0903'MARK NOT FOUND.
 CT0903
 CT0903                          STATION RECOVERY (2002)
 CT0903
 CT0903'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0903'MARK NOT FOUND.
 CT0903
 CT0903                          STATION RECOVERY (2004)
 CT0903
 CT0903'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0918 ***********************************************************************
 CT0918  DESIGNATION -  W 1479
 CT0918  PID         -  CT0918
 CT0918  STATE/COUNTY-  TX/ERATH
 CT0918  USGS QUAD   -  STRAWN EAST (1984)
 CT0918
 CT0918                         *CURRENT SURVEY CONTROL
 CT0918  ___________________________________________________________________
 CT0918* NAD 83(1986)-  32 30 21.     (N)    098 25 03.     (W)     SCALED    
 CT0918* NAVD 88     -       316.672  (meters)    1038.95   (feet)  ADJUSTED  
 CT0918  ___________________________________________________________________
 CT0918  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CT0918  DYNAMIC HT  -         316.277 (meters)    1037.65  (feet)  COMP
 CT0918  MODELED GRAV-     979,383.0   (mgal)                       NAVD 88
 CT0918
 CT0918  VERT ORDER  -  FIRST     CLASS II
 CT0918
 CT0918.The horizontal coordinates were scaled from a topographic map and have
 CT0918.an estimated accuracy of +/- 6 seconds.
 CT0918
 CT0918.The orthometric height was determined by differential leveling
 CT0918.and adjusted by the National Geodetic Survey in June 1991..
 CT0918
 CT0918.The geoid height was determined by GEOID03.
 CT0918
 CT0918.The dynamic height is computed by dividing the NAVD 88
 CT0918.geopotential number by the normal gravity value computed on the
 CT0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0918.degrees latitude (g = 980.6199 gals.).
 CT0918
 CT0918.The modeled gravity was interpolated from observed gravity values.
 CT0918
 CT0918;                    North         East    Units  Estimated Accuracy
 CT0918;SPC TXNC     - 2,093,060.      607,750.      MT  (+/- 180 meters Scaled)
 CT0918
 CT0918                          SUPERSEDED SURVEY CONTROL
 CT0918
 CT0918.No superseded survey control is available for this station.
 CT0918
 CT0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA547966(NAD 83)
 CT0918_MARKER: DB = BENCH MARK DISK
 CT0918_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0918_SP_SET: PIER
 CT0918_STAMPING: W 1479 1983
 CT0918_MARK LOGO: NGS   
 CT0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0918+STABILITY: POSITION/ELEVATION WELL
 CT0918
 CT0918  HISTORY     - Date     Condition        Report By
 CT0918  HISTORY     - 1983     MONUMENTED       NGS
 CT0918  HISTORY     - 19950408 GOOD             USPSQD
 CT0918  HISTORY     - 19990828 GOOD             USPSQD
 CT0918  HISTORY     - 20020316 GOOD             USPSQD
 CT0918  HISTORY     - 20040327 GOOD             USPSQD
 CT0918
 CT0918                          STATION DESCRIPTION
 CT0918
 CT0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0918'28.0 KM (17.4 MI) EAST FROM RANGER.
 CT0918'28.0 KM (17.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0918'JUNCTION WITH FARM ROAD 2461 IN RANGER, SET VERTICALLY IN THE EAST
 CT0918'FACE OF THE MOST NORTHERLY 1 OF 3 PIERS OF THE HIGHWAY OVERPASS OF
 CT0918'FARM ROAD 108 (EXIT 367), 11.9 METERS (39.0 FT) WEST OF THE CENTERLINE
 CT0918'OF THE ROAD AND 4.6 METERS (15.1 FT) NORTH OF THE CENTERLINE OF THE
 CT0918'WEST BOUND LANE OF THE HIGHWAY.
 CT0918'THE MARK IS 1.3 M ABOVE THE GROUND.
 CT0918
 CT0918                          STATION RECOVERY (1995)
 CT0918
 CT0918'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0918'RECOVERED IN GOOD CONDITION.
 CT0918
 CT0918                          STATION RECOVERY (1999)
 CT0918
 CT0918'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0918'RECOVERED IN GOOD CONDITION.
 CT0918
 CT0918                          STATION RECOVERY (2002)
 CT0918
 CT0918'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0918'RECOVERED IN GOOD CONDITION.
 CT0918
 CT0918                          STATION RECOVERY (2004)
 CT0918
 CT0918'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0944 ***********************************************************************
 CT0944  DESIGNATION -  W 1480
 CT0944  PID         -  CT0944
 CT0944  STATE/COUNTY-  TX/EASTLAND
 CT0944  USGS QUAD   -  CISCO NORTH (1987)
 CT0944
 CT0944                         *CURRENT SURVEY CONTROL
 CT0944  ___________________________________________________________________
 CT0944* NAD 83(1986)-  32 22 31.     (N)    098 53 12.     (W)     SCALED    
 CT0944* NAVD 88     -       461.987  (meters)    1515.70   (feet)  ADJUSTED  
 CT0944  ___________________________________________________________________
 CT0944  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CT0944  DYNAMIC HT  -         461.391 (meters)    1513.75  (feet)  COMP
 CT0944  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 CT0944
 CT0944  VERT ORDER  -  FIRST     CLASS II
 CT0944
 CT0944.The horizontal coordinates were scaled from a topographic map and have
 CT0944.an estimated accuracy of +/- 6 seconds.
 CT0944
 CT0944.The orthometric height was determined by differential leveling
 CT0944.and adjusted by the National Geodetic Survey in June 1991..
 CT0944
 CT0944.The geoid height was determined by GEOID03.
 CT0944
 CT0944.The dynamic height is computed by dividing the NAVD 88
 CT0944.geopotential number by the normal gravity value computed on the
 CT0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0944.degrees latitude (g = 980.6199 gals.).
 CT0944
 CT0944.The modeled gravity was interpolated from observed gravity values.
 CT0944
 CT0944;                    North         East    Units  Estimated Accuracy
 CT0944;SPC TXNC     - 2,078,650.      563,610.      MT  (+/- 180 meters Scaled)
 CT0944
 CT0944                          SUPERSEDED SURVEY CONTROL
 CT0944
 CT0944.No superseded survey control is available for this station.
 CT0944
 CT0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA106820(NAD 83)
 CT0944_MARKER: DB = BENCH MARK DISK
 CT0944_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0944_SP_SET: PIER
 CT0944_STAMPING: W 1480 1983
 CT0944_MARK LOGO: NGS   
 CT0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0944
 CT0944  HISTORY     - Date     Condition        Report By
 CT0944  HISTORY     - 1983     MONUMENTED       NGS
 CT0944
 CT0944                          STATION DESCRIPTION
 CT0944
 CT0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0944'20.1 KM (12.5 MI) WEST FROM RANGER.
 CT0944'20.1 KM (12.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0944'JUNCTION WITH FARM ROAD 2461 IN RANGER, SET VERTICALLY IN THE SOUTH
 CT0944'FACE OF THE MOST WESTERLY 1 OF 2 PIERS OF A PAVED ROAD OVERPASS OVER
 CT0944'THE HIGHWAY (EXIT 337) AND 13.1 METERS (43.0 FT) NORTH OF THE
 CT0944'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CT0944'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0619 ***********************************************************************
 EN0619  DESIGNATION -  W 1481
 EN0619  PID         -  EN0619
 EN0619  STATE/COUNTY-  TX/DONLEY
 EN0619  USGS QUAD   -  LELIA LAKE CREEK (1982)
 EN0619
 EN0619                         *CURRENT SURVEY CONTROL
 EN0619  ___________________________________________________________________
 EN0619* NAD 83(1986)-  34 52 57.     (N)    100 44 25.     (W)     SCALED    
 EN0619* NAVD 88     -       782.203  (meters)    2566.28   (feet)  ADJUSTED  
 EN0619  ___________________________________________________________________
 EN0619  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EN0619  DYNAMIC HT  -         781.309 (meters)    2563.34  (feet)  COMP
 EN0619  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 EN0619
 EN0619  VERT ORDER  -  FIRST     CLASS II
 EN0619
 EN0619.The horizontal coordinates were scaled from a topographic map and have
 EN0619.an estimated accuracy of +/- 6 seconds.
 EN0619
 EN0619.The orthometric height was determined by differential leveling
 EN0619.and adjusted by the National Geodetic Survey in June 1991..
 EN0619
 EN0619.The geoid height was determined by GEOID03.
 EN0619
 EN0619.The dynamic height is computed by dividing the NAVD 88
 EN0619.geopotential number by the normal gravity value computed on the
 EN0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0619.degrees latitude (g = 980.6199 gals.).
 EN0619
 EN0619.The modeled gravity was interpolated from observed gravity values.
 EN0619
 EN0619;                    North         East    Units  Estimated Accuracy
 EN0619;SPC TX N     - 1,098,170.      269,450.      MT  (+/- 180 meters Scaled)
 EN0619
 EN0619                          SUPERSEDED SURVEY CONTROL
 EN0619
 EN0619.No superseded survey control is available for this station.
 EN0619
 EN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD409613(NAD 83)
 EN0619_MARKER: I = METAL ROD
 EN0619_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EN0619_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EN0619_STAMPING: W 1481 1984
 EN0619_MARK LOGO: NGS   
 EN0619_PROJECTION: FLUSH
 EN0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0619+STABILITY: POSITION/ELEVATION WELL
 EN0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0619+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0619_ROD/PIPE-DEPTH: 11.0 meters
 EN0619_SLEEVE-DEPTH  : 9.7 meters
 EN0619
 EN0619  HISTORY     - Date     Condition        Report By
 EN0619  HISTORY     - 1984     MONUMENTED       NGS
 EN0619  HISTORY     - 20040803 GOOD             USPSQD
 EN0619  HISTORY     - 20050804 GOOD             USPSQD
 EN0619
 EN0619                          STATION DESCRIPTION
 EN0619
 EN0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0619'16.2 KM (10.05 MI) SE FROM CLARENDON.
 EN0619'16.2 KM (10.05 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0619'JUNCTION WITH STATE HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, 57.3 M
 EN0619'(188.0 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 18.6
 EN0619'M (61.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES
 EN0619'OF THE HIGHWAY, 14.6 M (47.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 EN0619'BURLINGTON NORTHERN RAILROAD, AND 1.2 M (3.9 FT) SOUTHEAST OF A
 EN0619'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EN0619'CAP.
 EN0619'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EN0619'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EN0619
 EN0619                          STATION RECOVERY (2004)
 EN0619
 EN0619'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0619'RECOVERED IN GOOD CONDITION.
 EN0619
 EN0619                          STATION RECOVERY (2005)
 EN0619
 EN0619'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0648 ***********************************************************************
 DO0648  DESIGNATION -  W 1482
 DO0648  PID         -  DO0648
 DO0648  STATE/COUNTY-  TX/WICHITA
 DO0648  USGS QUAD   -  IOWA PARK (1972)
 DO0648
 DO0648                         *CURRENT SURVEY CONTROL
 DO0648  ___________________________________________________________________
 DO0648* NAD 83(1986)-  33 57 20.     (N)    098 42 03.     (W)     SCALED    
 DO0648* NAVD 88     -       310.425  (meters)    1018.45   (feet)  ADJUSTED  
 DO0648  ___________________________________________________________________
 DO0648  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DO0648  DYNAMIC HT  -         310.084 (meters)    1017.33  (feet)  COMP
 DO0648  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 DO0648
 DO0648  VERT ORDER  -  FIRST     CLASS II
 DO0648
 DO0648.The horizontal coordinates were scaled from a topographic map and have
 DO0648.an estimated accuracy of +/- 6 seconds.
 DO0648
 DO0648.The orthometric height was determined by differential leveling
 DO0648.and adjusted by the National Geodetic Survey in June 1991..
 DO0648
 DO0648.The geoid height was determined by GEOID03.
 DO0648
 DO0648.The dynamic height is computed by dividing the NAVD 88
 DO0648.geopotential number by the normal gravity value computed on the
 DO0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0648.degrees latitude (g = 980.6199 gals.).
 DO0648
 DO0648.The modeled gravity was interpolated from observed gravity values.
 DO0648
 DO0648;                    North         East    Units  Estimated Accuracy
 DO0648;SPC TXNC     - 2,253,850.      581,440.      MT  (+/- 180 meters Scaled)
 DO0648
 DO0648                          SUPERSEDED SURVEY CONTROL
 DO0648
 DO0648.No superseded survey control is available for this station.
 DO0648
 DO0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC276572(NAD 83)
 DO0648_MARKER: I = METAL ROD
 DO0648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0648_SP_SET: STAINLESS STEEL ROD
 DO0648_STAMPING: W 1482 1984
 DO0648_MARK LOGO: NGS   
 DO0648_PROJECTION: FLUSH
 DO0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0648_ROD/PIPE-DEPTH: 4.9  meters
 DO0648
 DO0648  HISTORY     - Date     Condition        Report By
 DO0648  HISTORY     - 1984     MONUMENTED       NGS
 DO0648  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0648
 DO0648                          STATION DESCRIPTION
 DO0648
 DO0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0648'20.5 KM (12.75 MI) NW FROM WICHITA FALLS.
 DO0648'20.5 KM (12.75 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN
 DO0648'RAILROAD FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS,
 DO0648'40.8 METERS (133.9 FT) SOUTH OF THE NEAR RAIL, 7.9 METERS (25.9 FT)
 DO0648'SOUTH OF THE CENTER OF ELECTRA ROAD, AND 0.3 METER (1.0 FT) NORTH OF A
 DO0648'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DO0648'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DO0648'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DO0648
 DO0648                          STATION RECOVERY (2001)
 DO0648
 DO0648'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0539 ***********************************************************************
 EM0539  DESIGNATION -  W 1483
 EM0539  PID         -  EM0539
 EM0539  STATE/COUNTY-  TX/WILBARGER
 EM0539  USGS QUAD   -  OKLAUNION (1985)
 EM0539
 EM0539                         *CURRENT SURVEY CONTROL
 EM0539  ___________________________________________________________________
 EM0539* NAD 83(1986)-  34 08 58.     (N)    099 14 09.     (W)     SCALED    
 EM0539* NAVD 88     -       371.829  (meters)    1219.91   (feet)  ADJUSTED  
 EM0539  ___________________________________________________________________
 EM0539  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EM0539  DYNAMIC HT  -         371.411 (meters)    1218.54  (feet)  COMP
 EM0539  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 EM0539
 EM0539  VERT ORDER  -  FIRST     CLASS II
 EM0539
 EM0539.The horizontal coordinates were scaled from a topographic map and have
 EM0539.an estimated accuracy of +/- 6 seconds.
 EM0539
 EM0539.The orthometric height was determined by differential leveling
 EM0539.and adjusted by the National Geodetic Survey in June 1991..
 EM0539
 EM0539.The geoid height was determined by GEOID03.
 EM0539
 EM0539.The dynamic height is computed by dividing the NAVD 88
 EM0539.geopotential number by the normal gravity value computed on the
 EM0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0539.degrees latitude (g = 980.6199 gals.).
 EM0539
 EM0539.The modeled gravity was interpolated from observed gravity values.
 EM0539
 EM0539;                    North         East    Units  Estimated Accuracy
 EM0539;SPC TXNC     - 2,275,570.      532,140.      MT  (+/- 180 meters Scaled)
 EM0539
 EM0539                          SUPERSEDED SURVEY CONTROL
 EM0539
 EM0539.No superseded survey control is available for this station.
 EM0539
 EM0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC782787(NAD 83)
 EM0539_MARKER: DB = BENCH MARK DISK
 EM0539_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0539_SP_SET: PIER
 EM0539_STAMPING: W 1483 1984
 EM0539_MARK LOGO: NGS   
 EM0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0539
 EM0539  HISTORY     - Date     Condition        Report By
 EM0539  HISTORY     - 1984     MONUMENTED       NGS
 EM0539
 EM0539                          STATION DESCRIPTION
 EM0539
 EM0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0539'4.7 KM (2.9 MI) SE FROM VERNON.
 EM0539'4.7 KM (2.9 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0539'FROM THE STATION IN VERNON, SET VERTICALLY IN THE NORTH FACE OF THE
 EM0539'MOST EASTERLY 1 OF 3 COLUMNS OF THE 1ST PIER EAST OF THE WEST END OF
 EM0539'THE SOUTHEAST LANES OF THE OVERPASS OVER THE WEST BOUND LANES OF U.S.
 EM0539'HIGHWAY 287 BUSINESS, 118.0 METERS (387.1 FT) SOUTHEAST OF THE NEAR
 EM0539'RAIL, AND 8.3 METERS (27.2 FT) NORTH OF THE CENTERLINE OF THE WEST
 EM0539'BOUND LANES OF THE HIGHWAY, AND 3.6 METERS (11.8 FT) NORTHEAST OF THE
 EM0539'CENTER OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY.
 EM0539'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0596 ***********************************************************************
 EN0596  DESIGNATION -  W 1484
 EN0596  PID         -  EN0596
 EN0596  STATE/COUNTY-  TX/HALL
 EN0596  USGS QUAD   -  ESTELLINE (1985)
 EN0596
 EN0596                         *CURRENT SURVEY CONTROL
 EN0596  ___________________________________________________________________
 EN0596* NAD 83(1986)-  34 34 02.     (N)    100 26 21.     (W)     SCALED    
 EN0596* NAVD 88     -       538.983  (meters)    1768.31   (feet)  ADJUSTED  
 EN0596  ___________________________________________________________________
 EN0596  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 EN0596  DYNAMIC HT  -         538.373 (meters)    1766.31  (feet)  COMP
 EN0596  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 EN0596
 EN0596  VERT ORDER  -  FIRST     CLASS II
 EN0596
 EN0596.The horizontal coordinates were scaled from a topographic map and have
 EN0596.an estimated accuracy of +/- 6 seconds.
 EN0596
 EN0596.The orthometric height was determined by differential leveling
 EN0596.and adjusted by the National Geodetic Survey in June 1991..
 EN0596
 EN0596.The geoid height was determined by GEOID03.
 EN0596
 EN0596.The dynamic height is computed by dividing the NAVD 88
 EN0596.geopotential number by the normal gravity value computed on the
 EN0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0596.degrees latitude (g = 980.6199 gals.).
 EN0596
 EN0596.The modeled gravity was interpolated from observed gravity values.
 EN0596
 EN0596;                    North         East    Units  Estimated Accuracy
 EN0596;SPC TX N     - 1,063,450.      297,350.      MT  (+/- 180 meters Scaled)
 EN0596
 EN0596                          SUPERSEDED SURVEY CONTROL
 EN0596
 EN0596.No superseded survey control is available for this station.
 EN0596
 EN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD679259(NAD 83)
 EN0596_MARKER: DB = BENCH MARK DISK
 EN0596_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EN0596_SP_SET: PIER
 EN0596_STAMPING: W 1484 1984
 EN0596_MARK LOGO: NGS   
 EN0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0596+STABILITY: POSITION/ELEVATION WELL
 EN0596
 EN0596  HISTORY     - Date     Condition        Report By
 EN0596  HISTORY     - 1984     MONUMENTED       NGS
 EN0596
 EN0596                          STATION DESCRIPTION
 EN0596
 EN0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0596'20.7 KM (12.85 MI) SE FROM MEMPHIS.
 EN0596'20.7 KM (12.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0596'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, SET VERTICALLY IN THE WEST
 EN0596'FACE OF THE MOST WESTERLY 1 OF 3 COLUMNS OF THE FIRST PIER NORTH OF
 EN0596'THE SOUTH CONCRETE ABUTMENT OF THE SOUTHEAST BOUND LANES OF THE
 EN0596'HIGHWAY BRIDGE OVER THE PRAIRIE DOG TOWN FORK OF THE RED RIVER, AND
 EN0596'5.2 M (17.1 FT) WEST OF THE CENTER OF THE SOUTHEAST BOUND LANES OF THE
 EN0596'HIGHWAY.
 EN0596'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0934 ***********************************************************************
 DN0934  DESIGNATION -  W 1485
 DN0934  PID         -  DN0934
 DN0934  STATE/COUNTY-  TX/WISE
 DN0934  USGS QUAD   -  ALVORD (1976)
 DN0934
 DN0934                         *CURRENT SURVEY CONTROL
 DN0934  ___________________________________________________________________
 DN0934* NAD 83(1986)-  33 20 47.     (N)    097 40 54.     (W)     SCALED    
 DN0934* NAVD 88     -       266.622  (meters)     874.74   (feet)  ADJUSTED  
 DN0934  ___________________________________________________________________
 DN0934  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DN0934  DYNAMIC HT  -         266.321 (meters)     873.75  (feet)  COMP
 DN0934  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 DN0934
 DN0934  VERT ORDER  -  FIRST     CLASS II
 DN0934
 DN0934.The horizontal coordinates were scaled from a topographic map and have
 DN0934.an estimated accuracy of +/- 6 seconds.
 DN0934
 DN0934.The orthometric height was determined by differential leveling
 DN0934.and adjusted by the National Geodetic Survey in June 1991..
 DN0934
 DN0934.The geoid height was determined by GEOID03.
 DN0934
 DN0934.The dynamic height is computed by dividing the NAVD 88
 DN0934.geopotential number by the normal gravity value computed on the
 DN0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0934.degrees latitude (g = 980.6199 gals.).
 DN0934
 DN0934.The modeled gravity was interpolated from observed gravity values.
 DN0934
 DN0934;                    North         East    Units  Estimated Accuracy
 DN0934;SPC TXNC     - 2,186,560.      676,170.      MT  (+/- 180 meters Scaled)
 DN0934
 DN0934                          SUPERSEDED SURVEY CONTROL
 DN0934
 DN0934.No superseded survey control is available for this station.
 DN0934
 DN0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB226904(NAD 83)
 DN0934_MARKER: I = METAL ROD
 DN0934_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0934+WITH SETTING: INFORMATION.
 DN0934_SP_SET: SHALLOW SET METAL ROD
 DN0934_STAMPING: W 1485 1984
 DN0934_MARK LOGO: NGS   
 DN0934_PROJECTION: FLUSH
 DN0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0934_ROD/PIPE-DEPTH: 2.7  meters
 DN0934
 DN0934  HISTORY     - Date     Condition        Report By
 DN0934  HISTORY     - 1984     MONUMENTED       NGS
 DN0934
 DN0934                          STATION DESCRIPTION
 DN0934
 DN0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0934'16.1 KM (10.0 MI) NW FROM DECATUR.
 DN0934'1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE BURLINGTON NORTHERN
 DN0934'RAILROAD STATION IN DECATUR, THENCE 14.6 KM (9.05 MI) NORTHWESTERLY
 DN0934'ALONG U.S. HIGHWAYS 287 AND 81, 105.0 METERS (344.5 FT) NORTHEAST OF
 DN0934'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 47.8 M
 DN0934'(156.8 FT) SOUTHEAST OF THE SOUTHEAST END OF A GUARD RAIL, 18.0 M
 DN0934'(59.1 FT) NORTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD AND 0.3 METER
 DN0934'(1.0 FT) SOUTHWEST OF A FENCE.  NOTE-REFUSAL WAS REACHED AT 9.0 FT.
 DN0934'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0934'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DN0934'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0619 ***********************************************************************
 DO0619  DESIGNATION -  W 1486
 DO0619  PID         -  DO0619
 DO0619  STATE/COUNTY-  TX/CLAY
 DO0619  USGS QUAD   -  BELLEVUE (1968)
 DO0619
 DO0619                         *CURRENT SURVEY CONTROL
 DO0619  ___________________________________________________________________
 DO0619* NAD 83(1986)-  33 43 27.     (N)    098 06 09.     (W)     SCALED    
 DO0619* NAVD 88     -       277.573  (meters)     910.67   (feet)  ADJUSTED  
 DO0619  ___________________________________________________________________
 DO0619  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DO0619  DYNAMIC HT  -         277.265 (meters)     909.66  (feet)  COMP
 DO0619  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 DO0619
 DO0619  VERT ORDER  -  FIRST     CLASS II
 DO0619
 DO0619.The horizontal coordinates were scaled from a topographic map and have
 DO0619.an estimated accuracy of +/- 6 seconds.
 DO0619
 DO0619.The orthometric height was determined by differential leveling
 DO0619.and adjusted by the National Geodetic Survey in June 1991..
 DO0619
 DO0619.The geoid height was determined by GEOID03.
 DO0619
 DO0619.The dynamic height is computed by dividing the NAVD 88
 DO0619.geopotential number by the normal gravity value computed on the
 DO0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0619.degrees latitude (g = 980.6199 gals.).
 DO0619
 DO0619.The modeled gravity was interpolated from observed gravity values.
 DO0619
 DO0619;                    North         East    Units  Estimated Accuracy
 DO0619;SPC TXNC     - 2,228,230.      636,840.      MT  (+/- 180 meters Scaled)
 DO0619
 DO0619                          SUPERSEDED SURVEY CONTROL
 DO0619
 DO0619.No superseded survey control is available for this station.
 DO0619
 DO0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC831319(NAD 83)
 DO0619_MARKER: DB = BENCH MARK DISK
 DO0619_SETTING: 66 = SET IN ROCK OUTCROP
 DO0619_SP_SET: ROCK OUTCROP
 DO0619_STAMPING: W 1486 1984
 DO0619_MARK LOGO: NGS   
 DO0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0619
 DO0619  HISTORY     - Date     Condition        Report By
 DO0619  HISTORY     - 1984     MONUMENTED       NGS
 DO0619
 DO0619                          STATION DESCRIPTION
 DO0619
 DO0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0619'30.7 KM (19.05 MI) NW FROM BOWIE.
 DO0619'30.7 KM (19.05 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN
 DO0619'RAILROAD FROM THE STATION IN BOWIE, IN THE CENTER OF A 2- BY 3-FT
 DO0619'EXPOSED AREA OF OUTCROPPING BEDROCK ALONG THE SOUTHWEST SIDE OF A
 DO0619'SMALL KNOWL, 0.4 KM (0.25 MI) SOUTHEAST OF THE SOUTHEAST END OF A
 DO0619'RAILROAD BRIDGE, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST 88, 28.7 METERS
 DO0619'(94.2 FT) SOUTHWEST OF THE NEAR RAIL, 28.4 METERS (93.2 FT) NORTHEAST
 DO0619'OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF U.S. HIGHWAY 287,
 DO0619'23.3 METERS (76.4 FT) NORTH OF UTILITY POLE NUMBER 107 4, AND
 DO0619'22.6 METERS (74.1 FT) WEST OF UTILITY POLE NUMBER 5 F.
 DO0619'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DO0619'THE MARK IS 2.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0560 ***********************************************************************
 EM0560  DESIGNATION -  W 1487
 EM0560  PID         -  EM0560
 EM0560  STATE/COUNTY-  TX/HARDEMAN
 EM0560  USGS QUAD   -  QUANAH EAST (1984)
 EM0560
 EM0560                         *CURRENT SURVEY CONTROL
 EM0560  ___________________________________________________________________
 EM0560* NAD 83(1986)-  34 16 08.     (N)    099 39 03.     (W)     SCALED    
 EM0560* NAVD 88     -       456.579  (meters)    1497.96   (feet)  ADJUSTED  
 EM0560  ___________________________________________________________________
 EM0560  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EM0560  DYNAMIC HT  -         456.064 (meters)    1496.27  (feet)  COMP
 EM0560  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 EM0560
 EM0560  VERT ORDER  -  FIRST     CLASS II
 EM0560
 EM0560.The horizontal coordinates were scaled from a topographic map and have
 EM0560.an estimated accuracy of +/- 6 seconds.
 EM0560
 EM0560.The orthometric height was determined by differential leveling
 EM0560.and adjusted by the National Geodetic Survey in June 1991..
 EM0560
 EM0560.The geoid height was determined by GEOID03.
 EM0560
 EM0560.The dynamic height is computed by dividing the NAVD 88
 EM0560.geopotential number by the normal gravity value computed on the
 EM0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0560.degrees latitude (g = 980.6199 gals.).
 EM0560
 EM0560.The modeled gravity was interpolated from observed gravity values.
 EM0560
 EM0560;                    North         East    Units  Estimated Accuracy
 EM0560;SPC TXNC     - 2,289,170.      494,010.      MT  (+/- 180 meters Scaled)
 EM0560
 EM0560                          SUPERSEDED SURVEY CONTROL
 EM0560
 EM0560.No superseded survey control is available for this station.
 EM0560
 EM0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC400921(NAD 83)
 EM0560_MARKER: I = METAL ROD
 EM0560_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM0560_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EM0560_STAMPING: W 1487 1984
 EM0560_MARK LOGO: NGS   
 EM0560_PROJECTION: FLUSH
 EM0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0560+STABILITY: POSITION/ELEVATION WELL
 EM0560_ROD/PIPE-DEPTH: 10.1 meters
 EM0560_SLEEVE-DEPTH  : 8.8 meters
 EM0560
 EM0560  HISTORY     - Date     Condition        Report By
 EM0560  HISTORY     - 1984     MONUMENTED       NGS
 EM0560
 EM0560                          STATION DESCRIPTION
 EM0560
 EM0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0560'8.8 KM (5.45 MI) SE FROM QUANAH.
 EM0560'8.8 KM (5.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0560'JUNCTION WITH STATE HIGHWAY 6 IN QUANAH, 0.4 KM (0.25 MI) NORTHWEST OF
 EM0560'FARM ROAD 1167, AT THE SOUTHWEST CORNER OF A ROADSIDE PARK, 69.5 M
 EM0560'(228.0 FT) SOUTH OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EM0560'HIGHWAY, 33.3 M (109.3 FT) NORTH OF A UTILITY POLE AND FENCE, 27.1 M
 EM0560'(88.9 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING WEST.
 EM0560'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0560'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EM0560'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1304 ***********************************************************************
 GL1304  DESIGNATION -  W 1488
 GL1304  PID         -  GL1304
 GL1304  STATE/COUNTY-  TX/DALLAM
 GL1304  USGS QUAD   -  COLDWATER EAST (1973)
 GL1304
 GL1304                         *CURRENT SURVEY CONTROL
 GL1304  ___________________________________________________________________
 GL1304* NAD 83(1986)-  36 25 33.     (N)    102 32 25.     (W)     SCALED    
 GL1304* NAVD 88     -      1248.562  (meters)    4096.32   (feet)  ADJUSTED  
 GL1304  ___________________________________________________________________
 GL1304  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 GL1304  DYNAMIC HT  -        1247.160 (meters)    4091.72  (feet)  COMP
 GL1304  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 GL1304
 GL1304  VERT ORDER  -  FIRST     CLASS II
 GL1304
 GL1304.The horizontal coordinates were scaled from a topographic map and have
 GL1304.an estimated accuracy of +/- 6 seconds.
 GL1304
 GL1304.The orthometric height was determined by differential leveling
 GL1304.and adjusted by the National Geodetic Survey in June 1991..
 GL1304
 GL1304.The geoid height was determined by GEOID03.
 GL1304
 GL1304.The dynamic height is computed by dividing the NAVD 88
 GL1304.geopotential number by the normal gravity value computed on the
 GL1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1304.degrees latitude (g = 980.6199 gals.).
 GL1304
 GL1304.The modeled gravity was interpolated from observed gravity values.
 GL1304
 GL1304;                    North         East    Units  Estimated Accuracy
 GL1304;SPC TX N     - 1,269,620.      106,710.      MT  (+/- 180 meters Scaled)
 GL1304
 GL1304                          SUPERSEDED SURVEY CONTROL
 GL1304
 GL1304.No superseded survey control is available for this station.
 GL1304
 GL1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA205339(NAD 83)
 GL1304_MARKER: I = METAL ROD
 GL1304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1304_SP_SET: STAINLESS STEEL ROD
 GL1304_STAMPING: W 1488 1985
 GL1304_MARK LOGO: NGS   
 GL1304_PROJECTION: FLUSH
 GL1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1304_ROD/PIPE-DEPTH: 6.4  meters
 GL1304
 GL1304  HISTORY     - Date     Condition        Report By
 GL1304  HISTORY     - 1985     MONUMENTED       NGS
 GL1304
 GL1304                          STATION DESCRIPTION
 GL1304
 GL1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1304'36.0 KM (22.35 MI) SOUT FROM BOISE CITY OK.
 GL1304'36.0 KM (22.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 GL1304'COURTHOUSE IN BOISE CITY, AT THE NORTHEAST ANGLE OF A DIRT CROSSROAD,
 GL1304'0.5 KM (0.3 MI) SOUTH OF OF A HIGHWAY BRIDGE, 38.4 M (126.0 FT) NORTH
 GL1304'OF THE CENTER OF A DIRT ROAD LEADING EAST, 22.6 M (74.1 EAST OF THE
 GL1304'CENTERLINE OF THE HIGHWAY, AND 22.0 M (72.0 FT) NORTHEAST OF THE
 GL1304'NORTHEAST CORNER OF A CULVERT. NOTE--ACCESS TO DATUM POINT IS HAD
 GL1304'THROUGH A 5-INCH LOGO CAP.
 GL1304'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1304'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0614 ***********************************************************************
 EN0614  DESIGNATION -  W 1489
 EN0614  PID         -  EN0614
 EN0614  STATE/COUNTY-  TX/DONLEY
 EN0614  USGS QUAD   -  HEDLEY (1982)
 EN0614
 EN0614                         *CURRENT SURVEY CONTROL
 EN0614  ___________________________________________________________________
 EN0614* NAD 83(1986)-  34 50 27.     (N)    100 37 57.     (W)     SCALED    
 EN0614* NAVD 88     -       763.108  (meters)    2503.63   (feet)  ADJUSTED  
 EN0614  ___________________________________________________________________
 EN0614  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EN0614  DYNAMIC HT  -         762.241 (meters)    2500.79  (feet)  COMP
 EN0614  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 EN0614
 EN0614  VERT ORDER  -  FIRST     CLASS II
 EN0614
 EN0614.The horizontal coordinates were scaled from a topographic map and have
 EN0614.an estimated accuracy of +/- 6 seconds.
 EN0614
 EN0614.The orthometric height was determined by differential leveling
 EN0614.and adjusted by the National Geodetic Survey in June 1991..
 EN0614
 EN0614.The geoid height was determined by GEOID03.
 EN0614
 EN0614.The dynamic height is computed by dividing the NAVD 88
 EN0614.geopotential number by the normal gravity value computed on the
 EN0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0614.degrees latitude (g = 980.6199 gals.).
 EN0614
 EN0614.The modeled gravity was interpolated from observed gravity values.
 EN0614
 EN0614;                    North         East    Units  Estimated Accuracy
 EN0614;SPC TX N     - 1,093,630.      279,340.      MT  (+/- 180 meters Scaled)
 EN0614
 EN0614                          SUPERSEDED SURVEY CONTROL
 EN0614
 EN0614.No superseded survey control is available for this station.
 EN0614
 EN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD507566(NAD 83)
 EN0614_MARKER: I = METAL ROD
 EN0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0614_SP_SET: STAINLESS STEEL ROD
 EN0614_STAMPING: W 1489 1984
 EN0614_MARK LOGO: NGS   
 EN0614_PROJECTION: FLUSH
 EN0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0614_ROD/PIPE-DEPTH: 4.6  meters
 EN0614
 EN0614  HISTORY     - Date     Condition        Report By
 EN0614  HISTORY     - 1984     MONUMENTED       NGS
 EN0614
 EN0614                          STATION DESCRIPTION
 EN0614
 EN0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0614'16.0 KM (9.95 MI) NW FROM MEMPHIS.
 EN0614'16.0 KM (9.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0614'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 0.6 KM (0.35 MI) SOUTHEAST
 EN0614'OF THE APPROXIMATE CENTER OF A ROADSIDE PARK ALONG THE WEST SIDE OF
 EN0614'THE HIGHWAY, 118.3 M (388.1 FT) NORTHWEST OF THE NORTHEAST CORNER OF A
 EN0614'BOX CULVERT, AND 23.0 M (75.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 EN0614'NORTHWEST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT
 EN0614'IS THROUGH A 5-INCH LOGO CAP.
 EN0614'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0614'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0001 ***********************************************************************
 CS0001  DESIGNATION -  W 149
 CS0001  PID         -  CS0001
 CS0001  STATE/COUNTY-  TX/ROCKWALL
 CS0001  USGS QUAD   -  ROCKWALL (1973)
 CS0001
 CS0001                         *CURRENT SURVEY CONTROL
 CS0001  ___________________________________________________________________
 CS0001* NAD 83(1986)-  32 55 32.     (N)    096 29 20.     (W)     SCALED    
 CS0001* NAVD 88     -       127.669  (meters)     418.86   (feet)  POSTED    
 CS0001  ___________________________________________________________________
 CS0001  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0001  DYNAMIC HT  -         127.530 (meters)     418.40  (feet)  COMP
 CS0001  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 CS0001
 CS0001  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CS0001
 CS0001.The horizontal coordinates were scaled from a topographic map and have
 CS0001.an estimated accuracy of +/- 6 seconds.
 CS0001
 CS0001.The orthometric height was determined by differential leveling
 CS0001.and adjusted by the National Geodetic Survey in 1992..
 CS0001.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CS0001.rate of 1.1 thru 2.0 mm/km.
 CS0001
 CS0001.The geoid height was determined by GEOID03.
 CS0001
 CS0001.The dynamic height is computed by dividing the NAVD 88
 CS0001.geopotential number by the normal gravity value computed on the
 CS0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0001.degrees latitude (g = 980.6199 gals.).
 CS0001
 CS0001.The modeled gravity was interpolated from observed gravity values.
 CS0001
 CS0001;                    North         East    Units  Estimated Accuracy
 CS0001;SPC TXNC     - 2,141,400.      788,070.      MT  (+/- 180 meters Scaled)
 CS0001
 CS0001                          SUPERSEDED SURVEY CONTROL
 CS0001
 CS0001  NGVD 29 (??/??/92)  127.696  (m)          418.95   (f) ADJ UNCH    1 2
 CS0001
 CS0001.Superseded values are not recommended for survey control.
 CS0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0001.See file dsdata.txt to determine how the superseded data were derived.
 CS0001
 CS0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB348458(NAD 83)
 CS0001_MARKER: DB = BENCH MARK DISK
 CS0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0001_SP_SET: ABUTMENT
 CS0001_STAMPING: W 149 1939
 CS0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0001
 CS0001  HISTORY     - Date     Condition        Report By
 CS0001  HISTORY     - 1939     MONUMENTED       CGS
 CS0001  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0001
 CS0001                          STATION DESCRIPTION
 CS0001
 CS0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CS0001'1.8 MI W FROM ROCKWALL.
 CS0001'ON U.S. HIGHWAY NO. 67 1.8 MILES WEST OF COURT HOUSE.  ON TOP OF THE
 CS0001'SOUTH END OF THE EAST CONCRETE ABUTMENT OF A CONCRETE HIGHWAY BRIDGE.
 CS0001'15.0 FT. SOUTH OF THE CENTERLINE OF HIGHWAY.  LEVEL WITH THE SURFACE
 CS0001'OF HIGHWAY.
 CS0001
 CS0001                          STATION RECOVERY (1986)
 CS0001
 CS0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1602 ***********************************************************************
 FL1602  DESIGNATION -  W 1490
 FL1602  PID         -  FL1602
 FL1602  STATE/COUNTY-  TX/CARSON
 FL1602  USGS QUAD   -  CLAUDE NE (1983)
 FL1602
 FL1602                         *CURRENT SURVEY CONTROL
 FL1602  ___________________________________________________________________
 FL1602* NAD 83(1986)-  35 12 25.     (N)    101 16 35.     (W)     SCALED    
 FL1602* NAVD 88     -      1037.841  (meters)    3404.98   (feet)  ADJUSTED  
 FL1602  ___________________________________________________________________
 FL1602  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1602  DYNAMIC HT  -        1036.627 (meters)    3401.00  (feet)  COMP
 FL1602  MODELED GRAV-     979,429.1   (mgal)                       NAVD 88
 FL1602
 FL1602  VERT ORDER  -  FIRST     CLASS II
 FL1602
 FL1602.The horizontal coordinates were scaled from a topographic map and have
 FL1602.an estimated accuracy of +/- 6 seconds.
 FL1602
 FL1602.The orthometric height was determined by differential leveling
 FL1602.and adjusted by the National Geodetic Survey in June 1991..
 FL1602
 FL1602.The geoid height was determined by GEOID03.
 FL1602
 FL1602.The dynamic height is computed by dividing the NAVD 88
 FL1602.geopotential number by the normal gravity value computed on the
 FL1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1602.degrees latitude (g = 980.6199 gals.).
 FL1602
 FL1602.The modeled gravity was interpolated from observed gravity values.
 FL1602
 FL1602;                    North         East    Units  Estimated Accuracy
 FL1602;SPC TX N     - 1,133,920.      220,360.      MT  (+/- 180 meters Scaled)
 FL1602
 FL1602                          SUPERSEDED SURVEY CONTROL
 FL1602
 FL1602.No superseded survey control is available for this station.
 FL1602
 FL1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD927983(NAD 83)
 FL1602_MARKER: DB = BENCH MARK DISK
 FL1602_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1602_SP_SET: PIER
 FL1602_STAMPING: W 1490 1984
 FL1602_MARK LOGO: NGS   
 FL1602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1602+STABILITY: POSITION/ELEVATION WELL
 FL1602
 FL1602  HISTORY     - Date     Condition        Report By
 FL1602  HISTORY     - 1984     MONUMENTED       NGS
 FL1602
 FL1602                          STATION DESCRIPTION
 FL1602
 FL1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1602'34.0 KM (21.1 MI) WEST FROM JERICHO.
 FL1602'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1602'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 34.0 KM (21.1
 FL1602'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, SET
 FL1602'VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 2 COLUMNS OF
 FL1602'THE FIRST PIER NORTH OF THE RAILROAD TRACKS OF A FARM ROAD OVERPASS
 FL1602'OF THE TRACKS, 18.3 M (60.0 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE
 FL1602'ROAD, 8.6 M (28.2 FT) NORTH OF THE NEAR RAIL, AND 2.8 M (9.2 FT) EAST
 FL1602'OF THE CENTER OF THE FARM ROAD.
 FL1602'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1592 ***********************************************************************
 FL1592  DESIGNATION -  W 1491
 FL1592  PID         -  FL1592
 FL1592  STATE/COUNTY-  TX/POTTER
 FL1592  USGS QUAD   -  PULLMAN (1973)
 FL1592
 FL1592                         *CURRENT SURVEY CONTROL
 FL1592  ___________________________________________________________________
 FL1592* NAD 83(1986)-  35 12 26.     (N)    101 39 14.     (W)     SCALED    
 FL1592* NAVD 88     -      1089.033  (meters)    3572.94   (feet)  ADJUSTED  
 FL1592  ___________________________________________________________________
 FL1592  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL1592  DYNAMIC HT  -        1087.737 (meters)    3568.68  (feet)  COMP
 FL1592  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 FL1592
 FL1592  VERT ORDER  -  FIRST     CLASS II
 FL1592
 FL1592.The horizontal coordinates were scaled from a topographic map and have
 FL1592.an estimated accuracy of +/- 6 seconds.
 FL1592
 FL1592.The orthometric height was determined by differential leveling
 FL1592.and adjusted by the National Geodetic Survey in June 1991..
 FL1592
 FL1592.The geoid height was determined by GEOID03.
 FL1592
 FL1592.The dynamic height is computed by dividing the NAVD 88
 FL1592.geopotential number by the normal gravity value computed on the
 FL1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1592.degrees latitude (g = 980.6199 gals.).
 FL1592
 FL1592.The modeled gravity was interpolated from observed gravity values.
 FL1592
 FL1592;                    North         East    Units  Estimated Accuracy
 FL1592;SPC TX N     - 1,133,940.      185,990.      MT  (+/- 180 meters Scaled)
 FL1592
 FL1592                          SUPERSEDED SURVEY CONTROL
 FL1592
 FL1592.No superseded survey control is available for this station.
 FL1592
 FL1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD584992(NAD 83)
 FL1592_MARKER: DB = BENCH MARK DISK
 FL1592_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1592_SP_SET: PIER
 FL1592_STAMPING: W 1491 1984
 FL1592_MARK LOGO: NGS   
 FL1592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1592+STABILITY: POSITION/ELEVATION WELL
 FL1592
 FL1592  HISTORY     - Date     Condition        Report By
 FL1592  HISTORY     - 1984     MONUMENTED       NGS
 FL1592
 FL1592                          STATION DESCRIPTION
 FL1592
 FL1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1592'17.4 KM (10.8 MI) EAST FROM AMARILLO.
 FL1592'17.4 KM (10.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1592'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, SET VERTICALLY IN
 FL1592'THE NORTH FACE OF THE MOST NORTHERLY 1 OF 3 COLUMNS OF THE FIRST PIER
 FL1592'EAST OF THE ABUTMENT OF THE HIGHWAY OVERPASS OF FARM ROAD 1912 (EXIT
 FL1592'81), 9.7 M (31.8 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 FL1592'OF THE FARM ROAD, AND 3.9 M (12.8 FT) NORTH OF THE CENTER OF THE WEST
 FL1592'BOUND LANES OF THE INTERSTATE HIGHWAY.
 FL1592'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0816 ***********************************************************************
 FM0816  DESIGNATION -  W 1492
 FM0816  PID         -  FM0816
 FM0816  STATE/COUNTY-  TX/POTTER
 FM0816  USGS QUAD   -  BODEN (1966)
 FM0816
 FM0816                         *CURRENT SURVEY CONTROL
 FM0816  ___________________________________________________________________
 FM0816* NAD 83(1986)-  35 25 40.     (N)    102 05 45.     (W)     SCALED    
 FM0816* NAVD 88     -       998.585  (meters)    3276.19   (feet)  ADJUSTED  
 FM0816  ___________________________________________________________________
 FM0816  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FM0816  DYNAMIC HT  -         997.414 (meters)    3272.35  (feet)  COMP
 FM0816  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 FM0816
 FM0816  VERT ORDER  -  FIRST     CLASS II
 FM0816
 FM0816.The horizontal coordinates were scaled from a topographic map and have
 FM0816.an estimated accuracy of +/- 6 seconds.
 FM0816
 FM0816.The orthometric height was determined by differential leveling
 FM0816.and adjusted by the National Geodetic Survey in June 1991..
 FM0816
 FM0816.The geoid height was determined by GEOID03.
 FM0816
 FM0816.The dynamic height is computed by dividing the NAVD 88
 FM0816.geopotential number by the normal gravity value computed on the
 FM0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0816.degrees latitude (g = 980.6199 gals.).
 FM0816
 FM0816.The modeled gravity was interpolated from observed gravity values.
 FM0816
 FM0816;                    North         East    Units  Estimated Accuracy
 FM0816;SPC TX N     - 1,158,560.      145,900.      MT  (+/- 180 meters Scaled)
 FM0816
 FM0816                          SUPERSEDED SURVEY CONTROL
 FM0816
 FM0816.No superseded survey control is available for this station.
 FM0816
 FM0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV636243(NAD 83)
 FM0816_MARKER: DB = BENCH MARK DISK
 FM0816_SETTING: 66 = SET IN ROCK OUTCROP
 FM0816_SP_SET: ROCK OUTCROP
 FM0816_STAMPING: W 1492 1985
 FM0816_MARK LOGO: NGS   
 FM0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0816
 FM0816  HISTORY     - Date     Condition        Report By
 FM0816  HISTORY     - 1985     MONUMENTED       NGS
 FM0816
 FM0816                          STATION DESCRIPTION
 FM0816
 FM0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0816'34.2 KM (21.25 MI) NW FROM AMARILLO.
 FM0816'34.2 KM (21.2 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0816'JUNCTION WITH U,S, HIGHWAY 66 IN AMARILLO, NEAR THE CENTER OF A 6 BY
 FM0816'12 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 36.0 M (1181.1 FT)
 FM0816'SOUTH-SOUTHEAST OF A UTILITY POLE, 25.0 M (82.0 FT) EAST OF THE
 FM0816'CENTERLINE OF THE ROAD, 18.9 M (62.0 FT) SOUTHEAST OF A T-FENCE
 FM0816'CORNER, AND 10.0 M (32.8 FT) EAST OF A FENCE.
 FM0816'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 FM0816'THE MARK IS 2.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1549 ***********************************************************************
 FL1549  DESIGNATION -  W 1493
 FL1549  PID         -  FL1549
 FL1549  STATE/COUNTY-  TX/POTTER
 FL1549  USGS QUAD   -  AMARILLO WEST (1973)
 FL1549
 FL1549                         *CURRENT SURVEY CONTROL
 FL1549  ___________________________________________________________________
 FL1549* NAD 83(1986)-  35 13 17.     (N)    101 53 17.     (W)     SCALED    
 FL1549* NAVD 88     -      1098.345  (meters)    3603.49   (feet)  ADJUSTED  
 FL1549  ___________________________________________________________________
 FL1549  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL1549  DYNAMIC HT  -        1097.043 (meters)    3599.22  (feet)  COMP
 FL1549  MODELED GRAV-     979,410.9   (mgal)                       NAVD 88
 FL1549
 FL1549  VERT ORDER  -  FIRST     CLASS II
 FL1549
 FL1549.The horizontal coordinates were scaled from a topographic map and have
 FL1549.an estimated accuracy of +/- 6 seconds.
 FL1549
 FL1549.The orthometric height was determined by differential leveling
 FL1549.and adjusted by the National Geodetic Survey in June 1991..
 FL1549
 FL1549.The geoid height was determined by GEOID03.
 FL1549
 FL1549.The dynamic height is computed by dividing the NAVD 88
 FL1549.geopotential number by the normal gravity value computed on the
 FL1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1549.degrees latitude (g = 980.6199 gals.).
 FL1549
 FL1549.The modeled gravity was interpolated from observed gravity values.
 FL1549
 FL1549;                    North         East    Units  Estimated Accuracy
 FL1549;SPC TX N     - 1,135,570.      164,670.      MT  (+/- 180 meters Scaled)
 FL1549
 FL1549                          SUPERSEDED SURVEY CONTROL
 FL1549
 FL1549.No superseded survey control is available for this station.
 FL1549
 FL1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE371014(NAD 83)
 FL1549_MARKER: I = METAL ROD
 FL1549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1549_SP_SET: STAINLESS STEEL ROD
 FL1549_STAMPING: W 1493 1985
 FL1549_MARK LOGO: NGS   
 FL1549_PROJECTION: FLUSH
 FL1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1549_ROD/PIPE-DEPTH: 4.0  meters
 FL1549
 FL1549  HISTORY     - Date     Condition        Report By
 FL1549  HISTORY     - 1985     MONUMENTED       NGS
 FL1549  HISTORY     - 20060706 POOR             GEOCAC
 FL1549
 FL1549                          STATION DESCRIPTION
 FL1549
 FL1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1549'IN AMARILLO.
 FL1549'IN AMARILLO, AT THE INTERSECTION OF NORTHWEST FORTH STREET AND WEST
 FL1549'HILLS TERRACE, 176.0 M (577.4 FT) NORTH OF THE CENTER OF THE STREET,
 FL1549'38.5 M (126.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 FL1549'AMARILLO BOULEVARD, 15.0 M (49.2 FT) EAST OF THE CENTER OF THE
 FL1549'TERRACE, 14.6 M (47.9 FT) SOUTH OF THE CENTER OF A FRONTAGE ROAD,
 FL1549'11.7 M (38.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE SAINT
 FL1549'HYACINTH CATHOLIC CHURCH BUILDING, AND 0.8 M (2.6 FT) SOUTH OF A
 FL1549'UTILITY POLE WITH A STREET LIGHT. NOTE--ACCESS TO DATUM POINT IS HAD
 FL1549'THROUGH A 5-INCH LOGO CAP.
 FL1549'THE MARK IS 0.3 M ABOVE WEST HILLS TERRACE.
 FL1549
 FL1549                          STATION RECOVERY (2006)
 FL1549
 FL1549'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 FL1549'HINGES ARE BROKEN, LID STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0850 ***********************************************************************
 FM0850  DESIGNATION -  W 1494
 FM0850  PID         -  FM0850
 FM0850  STATE/COUNTY-  TX/HARTLEY
 FM0850  USGS QUAD   -  HARTLEY (1973)
 FM0850
 FM0850                         *CURRENT SURVEY CONTROL
 FM0850  ___________________________________________________________________
 FM0850* NAD 83(1986)-  35 55 29.     (N)    102 25 11.     (W)     SCALED    
 FM0850* NAVD 88     -      1197.616  (meters)    3929.18   (feet)  ADJUSTED  
 FM0850  ___________________________________________________________________
 FM0850  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 FM0850  DYNAMIC HT  -        1196.212 (meters)    3924.57  (feet)  COMP
 FM0850  MODELED GRAV-     979,419.7   (mgal)                       NAVD 88
 FM0850
 FM0850  VERT ORDER  -  FIRST     CLASS II
 FM0850
 FM0850.The horizontal coordinates were scaled from a topographic map and have
 FM0850.an estimated accuracy of +/- 6 seconds.
 FM0850
 FM0850.The orthometric height was determined by differential leveling
 FM0850.and adjusted by the National Geodetic Survey in June 1991..
 FM0850
 FM0850.The geoid height was determined by GEOID03.
 FM0850
 FM0850.The dynamic height is computed by dividing the NAVD 88
 FM0850.geopotential number by the normal gravity value computed on the
 FM0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0850.degrees latitude (g = 980.6199 gals.).
 FM0850
 FM0850.The modeled gravity was interpolated from observed gravity values.
 FM0850
 FM0850;                    North         East    Units  Estimated Accuracy
 FM0850;SPC TX N     - 1,213,910.      117,000.      MT  (+/- 180 meters Scaled)
 FM0850
 FM0850                          SUPERSEDED SURVEY CONTROL
 FM0850
 FM0850.No superseded survey control is available for this station.
 FM0850
 FM0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV328786(NAD 83)
 FM0850_MARKER: I = METAL ROD
 FM0850_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0850_SP_SET: STAINLESS STEEL ROD
 FM0850_STAMPING: W 1494 1985
 FM0850_MARK LOGO: NGS   
 FM0850_PROJECTION: FLUSH
 FM0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0850+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0850_ROD/PIPE-DEPTH: 7.3  meters
 FM0850
 FM0850  HISTORY     - Date     Condition        Report By
 FM0850  HISTORY     - 1985     MONUMENTED       NGS
 FM0850  HISTORY     - 20040805 GOOD             USPSQD
 FM0850
 FM0850                          STATION DESCRIPTION
 FM0850
 FM0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0850'18.3 KM (11.4 MI) SOUTH FROM DALHART.
 FM0850'18.3 KM (11.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0850'WITH U.S. HIGHWAY 54 IN DALHART, 14.8 M (48.6 FT) NORTHEAST OF THE
 FM0850'CENTERLINE OF THE HIGHWAY, 10.7 M (35.1 FT) NORTHWEST OF A UTILITY
 FM0850'POLE, 6.4 M (21.0 FT) NORTHWEST OF THE CENTER OF A GATE AND FIELD
 FM0850'ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 FM0850'CAP.
 FM0850'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0850'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FM0850
 FM0850                          STATION RECOVERY (2004)
 FM0850
 FM0850'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0850'WITNESS POST GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2538 ***********************************************************************
 CS2538  DESIGNATION -  W 1495
 CS2538  PID         -  CS2538
 CS2538  STATE/COUNTY-  TX/DALLAS
 CS2538  USGS QUAD   -  DALLAS (1981)
 CS2538
 CS2538                         *CURRENT SURVEY CONTROL
 CS2538  ___________________________________________________________________
 CS2538* NAD 83(1986)-  32 46 33.     (N)    096 48 57.     (W)     SCALED    
 CS2538* NAVD 88     -       130.593  (meters)     428.45   (feet)  ADJUSTED  
 CS2538  ___________________________________________________________________
 CS2538  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS2538  DYNAMIC HT  -         130.444 (meters)     427.96  (feet)  COMP
 CS2538  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 CS2538
 CS2538  VERT ORDER  -  FIRST     CLASS II
 CS2538
 CS2538.The horizontal coordinates were scaled from a topographic map and have
 CS2538.an estimated accuracy of +/- 6 seconds.
 CS2538
 CS2538.The orthometric height was determined by differential leveling
 CS2538.and adjusted by the National Geodetic Survey in June 1991..
 CS2538
 CS2538.The geoid height was determined by GEOID03.
 CS2538
 CS2538.The dynamic height is computed by dividing the NAVD 88
 CS2538.geopotential number by the normal gravity value computed on the
 CS2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2538.degrees latitude (g = 980.6199 gals.).
 CS2538
 CS2538.The modeled gravity was interpolated from observed gravity values.
 CS2538
 CS2538;                    North         East    Units  Estimated Accuracy
 CS2538;SPC TXNC     - 2,124,260.      757,760.      MT  (+/- 180 meters Scaled)
 CS2538
 CS2538                          SUPERSEDED SURVEY CONTROL
 CS2538
 CS2538.No superseded survey control is available for this station.
 CS2538
 CS2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB045285(NAD 83)
 CS2538_MARKER: DB = BENCH MARK DISK
 CS2538_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CS2538_SP_SET: TOWER FOUNDATION
 CS2538_STAMPING: W 1495 1986
 CS2538_MARK LOGO: NGS   
 CS2538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2538+STABILITY: POSITION/ELEVATION WELL
 CS2538
 CS2538  HISTORY     - Date     Condition        Report By
 CS2538  HISTORY     - 1986     MONUMENTED       NGS
 CS2538
 CS2538                          STATION DESCRIPTION
 CS2538
 CS2538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2538'IN DALLAS.
 CS2538'IN DALLAS, AT THE INTERSECTION OF COMMERCE STREET AND THE TRINITY
 CS2538'RIVER, IN THE NORTHEAST CORNER OF A CONCRETE FOUNDATION OF A HIGHLINE
 CS2538'TOWER, 30.0 M (98.4 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF
 CS2538'THE STREET, 24.7 M (81.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 CS2538'OF THE STREET BRIDGE SPANNING THE RIVER, AND 0.2 M (0.7 FT) NORTHEAST
 CS2538'OF THE NORTHEAST LEG OF THE TOWER.
 CS2538'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6312 ***********************************************************************
 AC6312  DESIGNATION -  W 1496
 AC6312  PID         -  AC6312
 AC6312  STATE/COUNTY-  TX/JEFFERSON
 AC6312  USGS QUAD   -  VOTH (1993)
 AC6312
 AC6312                         *CURRENT SURVEY CONTROL
 AC6312  ___________________________________________________________________
 AC6312* NAD 83(1986)-  30 09 15.     (N)    094 10 51.     (W)     SCALED    
 AC6312* NAVD 88     -        14.900  (meters)      48.88   (feet)  ADJUSTED  
 AC6312  ___________________________________________________________________
 AC6312  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AC6312  DYNAMIC HT  -          14.880 (meters)      48.82  (feet)  COMP
 AC6312  MODELED GRAV-     979,314.4   (mgal)                       NAVD 88
 AC6312
 AC6312  VERT ORDER  -  FIRST     CLASS II
 AC6312
 AC6312.The horizontal coordinates were scaled from a topographic map and have
 AC6312.an estimated accuracy of +/- 6 seconds.
 AC6312
 AC6312.The orthometric height was determined by differential leveling
 AC6312.and adjusted by the National Geodetic Survey in July 2002..
 AC6312
 AC6312.The geoid height was determined by GEOID03.
 AC6312
 AC6312.The dynamic height is computed by dividing the NAVD 88
 AC6312.geopotential number by the normal gravity value computed on the
 AC6312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6312.degrees latitude (g = 980.6199 gals.).
 AC6312
 AC6312.The modeled gravity was interpolated from observed gravity values.
 AC6312
 AC6312;                    North         East    Units  Estimated Accuracy
 AC6312;SPC TXSC     - 4,266,780.    1,064,120.      MT  (+/- 180 meters Scaled)
 AC6312
 AC6312                          SUPERSEDED SURVEY CONTROL
 AC6312
 AC6312.No superseded survey control is available for this station.
 AC6312
 AC6312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP862364(NAD 83)
 AC6312_MARKER: DV = VERTICAL CONTROL DISK
 AC6312_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC6312_SP_SET: OVERPASS ABUTMENT
 AC6312_STAMPING: W 1496 1996
 AC6312_MARK LOGO: NGS   
 AC6312_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6312+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AC6312
 AC6312  HISTORY     - Date     Condition        Report By
 AC6312  HISTORY     - 1996     MONUMENTED       NGS
 AC6312  HISTORY     - 20040728 GOOD             DEWDAV
 AC6312  HISTORY     - 20060304 GOOD             USPSQD
 AC6312
 AC6312                          STATION DESCRIPTION
 AC6312
 AC6312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6312'IN BEAUMONT, AT THE INTERSECTION OF HIGHWAYS 69, 96, 287, AND CHINN
 AC6312'LANE, IN TOP OF AND 0.8 M (2.6 FT) WEST OF THE EAST END OF THE NORTH
 AC6312'CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE LANE, 73.0 M (239.5
 AC6312'FT) NORTHWEST OF THE CENTER OF THE LANE, 8.3 M (27.2 FT) NORTHWEST OF
 AC6312'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.5 M (1.6
 AC6312'FT) SOUTHWEST OF THE EAST BRIDGE RAIL.
 AC6312
 AC6312                          STATION RECOVERY (2004)
 AC6312
 AC6312'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AC6312'RECOVERED IN GOOD CONDITION.
 AC6312
 AC6312                          STATION RECOVERY (2006)
 AC6312
 AC6312'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AC6312'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1013 ***********************************************************************
 DN1013  DESIGNATION -  W 1497
 DN1013  PID         -  DN1013
 DN1013  STATE/COUNTY-  TX/HUNT
 DN1013  USGS QUAD   -  GREENVILLE NE (1963)
 DN1013
 DN1013                         *CURRENT SURVEY CONTROL
 DN1013  ___________________________________________________________________
 DN1013* NAD 83(1986)-  33 08 59.     (N)    096 06 24.     (W)     SCALED    
 DN1013* NAVD 88     -       156.673  (meters)     514.02   (feet)  ADJUSTED  
 DN1013  ___________________________________________________________________
 DN1013  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN1013  DYNAMIC HT  -         156.503 (meters)     513.46  (feet)  COMP
 DN1013  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 DN1013
 DN1013  VERT ORDER  -  FIRST     CLASS II
 DN1013
 DN1013.The horizontal coordinates were scaled from a topographic map and have
 DN1013.an estimated accuracy of +/- 6 seconds.
 DN1013
 DN1013.The orthometric height was determined by differential leveling
 DN1013.and adjusted by the National Geodetic Survey in June 1991..
 DN1013
 DN1013.The geoid height was determined by GEOID03.
 DN1013
 DN1013.The dynamic height is computed by dividing the NAVD 88
 DN1013.geopotential number by the normal gravity value computed on the
 DN1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1013.degrees latitude (g = 980.6199 gals.).
 DN1013
 DN1013.The modeled gravity was interpolated from observed gravity values.
 DN1013
 DN1013;                    North         East    Units  Estimated Accuracy
 DN1013;SPC TXNC     - 2,167,000.      823,240.      MT  (+/- 180 meters Scaled)
 DN1013
 DN1013                          SUPERSEDED SURVEY CONTROL
 DN1013
 DN1013.No superseded survey control is available for this station.
 DN1013
 DN1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB698716(NAD 83)
 DN1013_MARKER: I = METAL ROD
 DN1013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1013_SP_SET: STAINLESS STEEL ROD
 DN1013_STAMPING: W 1497 1986
 DN1013_MARK LOGO: NGS   
 DN1013_PROJECTION: FLUSH
 DN1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1013_ROD/PIPE-DEPTH: 8.0  meters
 DN1013
 DN1013  HISTORY     - Date     Condition        Report By
 DN1013  HISTORY     - 1986     MONUMENTED       NGS
 DN1013  HISTORY     - 19940418 GOOD             USPSQD
 DN1013
 DN1013                          STATION DESCRIPTION
 DN1013
 DN1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1013'IN GREENVILLE.
 DN1013'IN GREENVILLE, AT THE INTERSECTION OF STONEWALL AND SILVER STREETS,
 DN1013'28.0 M (91.9 FT) EAST OF THE CENTERLINE OF STONEWALL STREET,  23.4 M
 DN1013'(76.8 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A CAR WASH BAY, 19.0 M
 DN1013'(62.3 FT) NORTH OF THE EXTENDED CENTER OF SILVER STREET, 13.0 M (42.7
 DN1013'FT) NORTH OF THE CENTER OF THE ENTRANCE TO A CAR WASH, AND 1.0 M
 DN1013'(3.3 FT) NORTH-NORTHWEST OF UTILITY POLE NUMBER 1311.  NOTE--ACCESS TO
 DN1013'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1013'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE ROAD.
 DN1013
 DN1013                          STATION RECOVERY (1994)
 DN1013
 DN1013'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2521 ***********************************************************************
 CS2521  DESIGNATION -  W 1498
 CS2521  PID         -  CS2521
 CS2521  STATE/COUNTY-  TX/DALLAS
 CS2521  USGS QUAD   -  ROWLETT (1973)
 CS2521
 CS2521                         *CURRENT SURVEY CONTROL
 CS2521  ___________________________________________________________________
 CS2521* NAD 83(1986)-  32 53 38.     (N)    096 32 15.     (W)     SCALED    
 CS2521* NAVD 88     -       135.942  (meters)     446.00   (feet)  ADJUSTED  
 CS2521  ___________________________________________________________________
 CS2521  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS2521  DYNAMIC HT  -         135.793 (meters)     445.51  (feet)  COMP
 CS2521  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 CS2521
 CS2521  VERT ORDER  -  FIRST     CLASS II
 CS2521
 CS2521.The horizontal coordinates were scaled from a topographic map and have
 CS2521.an estimated accuracy of +/- 6 seconds.
 CS2521
 CS2521.The orthometric height was determined by differential leveling
 CS2521.and adjusted by the National Geodetic Survey in June 1991..
 CS2521
 CS2521.The geoid height was determined by GEOID03.
 CS2521
 CS2521.The dynamic height is computed by dividing the NAVD 88
 CS2521.geopotential number by the normal gravity value computed on the
 CS2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2521.degrees latitude (g = 980.6199 gals.).
 CS2521
 CS2521.The modeled gravity was interpolated from observed gravity values.
 CS2521
 CS2521;                    North         East    Units  Estimated Accuracy
 CS2521;SPC TXNC     - 2,137,800.      783,590.      MT  (+/- 180 meters Scaled)
 CS2521
 CS2521                          SUPERSEDED SURVEY CONTROL
 CS2521
 CS2521.No superseded survey control is available for this station.
 CS2521
 CS2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB303422(NAD 83)
 CS2521_MARKER: DB = BENCH MARK DISK
 CS2521_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2521_SP_SET: BRIDGE ABUTMENT
 CS2521_STAMPING: W 1498 1986
 CS2521_MARK LOGO: NGS   
 CS2521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2521
 CS2521  HISTORY     - Date     Condition        Report By
 CS2521  HISTORY     - 1986     MONUMENTED       NGS
 CS2521
 CS2521                          STATION DESCRIPTION
 CS2521
 CS2521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2521'10.5 KM (6.5 MI) EAST FROM GARLAND.
 CS2521'10.5 KM (6.5 MI) EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 CS2521'FROM THE STATION IN GARLAND, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF
 CS2521'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A RAILROAD
 CS2521'BRIDGE SPANNING MIDDLE CREEK, AND O.9 M (3.0 FT) SOUTHWEST OF THE NEAR
 CS2521'RAIL.
 CS2521'THE MARK IS 5.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5436 ***********************************************************************
 AW5436  DESIGNATION -  W 1499
 AW5436  PID         -  AW5436
 AW5436  STATE/COUNTY-  TX/HARRIS
 AW5436  USGS QUAD   -  CYPRESS (1995)
 AW5436
 AW5436                         *CURRENT SURVEY CONTROL
 AW5436  ___________________________________________________________________
 AW5436* NAD 83(1986)-  29 55 03.     (N)    095 41 10.     (W)     SCALED    
 AW5436* NAVD 88     -        42.622  (meters)     139.84   (feet)  ADJUSTED  
 AW5436  ___________________________________________________________________
 AW5436  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW5436  DYNAMIC HT  -          42.564 (meters)     139.65  (feet)  COMP
 AW5436  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AW5436
 AW5436  VERT ORDER  -  FIRST     CLASS II
 AW5436
 AW5436.The horizontal coordinates were scaled from a topographic map and have
 AW5436.an estimated accuracy of +/- 6 seconds.
 AW5436
 AW5436.The orthometric height was determined by differential leveling
 AW5436.and adjusted by the National Geodetic Survey in June 1991..
 AW5436
 AW5436.The geoid height was determined by GEOID03.
 AW5436
 AW5436.The dynamic height is computed by dividing the NAVD 88
 AW5436.geopotential number by the normal gravity value computed on the
 AW5436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5436.degrees latitude (g = 980.6199 gals.).
 AW5436
 AW5436.The modeled gravity was interpolated from observed gravity values.
 AW5436
 AW5436;                    North         East    Units  Estimated Accuracy
 AW5436;SPC TXSC     - 4,235,520.      919,940.      MT  (+/- 180 meters Scaled)
 AW5436
 AW5436                          SUPERSEDED SURVEY CONTROL
 AW5436
 AW5436  NGVD 29 (12/23/87)   42.615  (m)          139.81   (f) ADJUSTED    1 2
 AW5436
 AW5436.Superseded values are not recommended for survey control.
 AW5436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5436.See file dsdata.txt to determine how the superseded data were derived.
 AW5436
 AW5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP406126(NAD 83)
 AW5436_MARKER: I = METAL ROD
 AW5436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5436_SP_SET: STAINLESS STEEL ROD
 AW5436_STAMPING: W 1499 1986
 AW5436_MARK LOGO: NGS   
 AW5436_PROJECTION: FLUSH
 AW5436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5436_ROD/PIPE-DEPTH: 11.3 meters
 AW5436
 AW5436  HISTORY     - Date     Condition        Report By
 AW5436  HISTORY     - 1986     MONUMENTED       NGS
 AW5436  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 AW5436  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW5436
 AW5436                          STATION DESCRIPTION
 AW5436
 AW5436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5436'7.3 KM (4.55 MI) SE FROM CYPRESS.
 AW5436'3.1 KM (1.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS
 AW5436'JUNCTION WITH SPRING-CYPRESS ROAD IN CYPRESS, THENCE 4.2 KM (2.6 MI)
 AW5436'SOUTHERLY ALONG BARKER-CYPRESS ROAD, 11.3 M (37.1 FT) EAST OF THE
 AW5436'CENTERLINE OF THE ROAD, 6.6 M (21.7 FT) SOUTH OF THE CENTER OF A GATE
 AW5436'AND TRACK ROAD LEADING EAST, AND 1.4 M (4.6 FT) EAST OF A FENCE
 AW5436'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5436'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 AW5436'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5436
 AW5436                          STATION RECOVERY (1993)
 AW5436
 AW5436'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5436'MARK NOT FOUND.
 AW5436
 AW5436                          STATION RECOVERY (2004)
 AW5436
 AW5436'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0261 ***********************************************************************
 CC0261  DESIGNATION -  W 15
 CC0261  PID         -  CC0261
 CC0261  STATE/COUNTY-  TX/WARD
 CC0261  USGS QUAD   -  PYOTE WEST (1981)
 CC0261
 CC0261                         *CURRENT SURVEY CONTROL
 CC0261  ___________________________________________________________________
 CC0261* NAD 83(1986)-  31 31 41.     (N)    103 08 12.     (W)     SCALED    
 CC0261* NAVD 88     -       800.519  (meters)    2626.37   (feet)  POSTED    
 CC0261  ___________________________________________________________________
 CC0261  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CC0261  DYNAMIC HT  -         799.380 (meters)    2622.63  (feet)  COMP
 CC0261  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 CC0261
 CC0261  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0261
 CC0261.The horizontal coordinates were scaled from a topographic map and have
 CC0261.an estimated accuracy of +/- 6 seconds.
 CC0261
 CC0261.The orthometric height was determined by differential leveling
 CC0261.and adjusted by the National Geodetic Survey in 1992..
 CC0261.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0261.rate of 0.0 thru 1.0 mm/km.
 CC0261
 CC0261.The geoid height was determined by GEOID03.
 CC0261
 CC0261.The dynamic height is computed by dividing the NAVD 88
 CC0261.geopotential number by the normal gravity value computed on the
 CC0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0261.degrees latitude (g = 980.6199 gals.).
 CC0261
 CC0261.The modeled gravity was interpolated from observed gravity values.
 CC0261
 CC0261;                    North         East    Units  Estimated Accuracy
 CC0261;SPC TX C     - 3,209,700.      433,810.      MT  (+/- 180 meters Scaled)
 CC0261
 CC0261                          SUPERSEDED SURVEY CONTROL
 CC0261
 CC0261.No superseded survey control is available for this station.
 CC0261
 CC0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ769896(NAD 83)
 CC0261_MARKER: Z = SEE DESCRIPTION
 CC0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0261+STABILITY: SURFACE MOTION
 CC0261
 CC0261  HISTORY     - Date     Condition        Report By
 CC0261  HISTORY     - UNK      MONUMENTED       CGS
 CC0261  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0261
 CC0261                          STATION DESCRIPTION
 CC0261
 CC0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0261'IN PYOTE.
 CC0261'AT PYOTE, WARD COUNTY, ON THE TEXAS AND PACIFIC RAILROAD 12 YARDS WEST
 CC0261'OF THE STATION, AT THE STONE HOUSE USED AS QUARTERS FOR THE SECTION
 CC0261'HANDS, 20 YARDS WEST OF THE SW CORNER OF THE BUILDING, AND 20 YARDS
 CC0261'NORTH OF THE CENTER LINE OF THE MAIN TRACK.  A SQUARE HOLE, CUT IN THE
 CC0261'TOP OF A STONE POST.  NOTE-- IN 1934 IT WAS REPORTED THAT THE
 CC0261'DESCRIBED LOCATION OF THIS MARK IS DIRECTLY BENEATH THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0764 ***********************************************************************
 CS0764  DESIGNATION -  W 150
 CS0764  PID         -  CS0764
 CS0764  STATE/COUNTY-  TX/ELLIS
 CS0764  USGS QUAD   -  ENNIS EAST (1978)
 CS0764
 CS0764                         *CURRENT SURVEY CONTROL
 CS0764  ___________________________________________________________________
 CS0764* NAD 83(1986)-  32 17 08.     (N)    096 32 47.     (W)     SCALED    
 CS0764* NAVD 88     -       143.376  (meters)     470.39   (feet)  ADJUSTED  
 CS0764  ___________________________________________________________________
 CS0764  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CS0764  DYNAMIC HT  -         143.211 (meters)     469.85  (feet)  COMP
 CS0764  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CS0764
 CS0764  VERT ORDER  -  SECOND    CLASS 0
 CS0764
 CS0764.The horizontal coordinates were scaled from a topographic map and have
 CS0764.an estimated accuracy of +/- 6 seconds.
 CS0764
 CS0764.The orthometric height was determined by differential leveling
 CS0764.and adjusted by the National Geodetic Survey in June 1991..
 CS0764
 CS0764.The geoid height was determined by GEOID03.
 CS0764
 CS0764.The dynamic height is computed by dividing the NAVD 88
 CS0764.geopotential number by the normal gravity value computed on the
 CS0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0764.degrees latitude (g = 980.6199 gals.).
 CS0764
 CS0764.The modeled gravity was interpolated from observed gravity values.
 CS0764
 CS0764;                    North         East    Units  Estimated Accuracy
 CS0764;SPC TXNC     - 2,070,340.      784,010.      MT  (+/- 180 meters Scaled)
 CS0764
 CS0764                          SUPERSEDED SURVEY CONTROL
 CS0764
 CS0764  NGVD 29 (??/??/92)  143.375  (m)          470.39   (f) ADJ UNCH    2 0
 CS0764
 CS0764.Superseded values are not recommended for survey control.
 CS0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0764.See file dsdata.txt to determine how the superseded data were derived.
 CS0764
 CS0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA310747(NAD 83)
 CS0764_MARKER: DB = BENCH MARK DISK
 CS0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0764_STAMPING: W 150 1933
 CS0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0764+STABILITY: SURFACE MOTION
 CS0764
 CS0764  HISTORY     - Date     Condition        Report By
 CS0764  HISTORY     - 1933     MONUMENTED       CGS
 CS0764  HISTORY     - 1946     GOOD             NGS
 CS0764  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0764
 CS0764                          STATION DESCRIPTION
 CS0764
 CS0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0764'5.6 MI S FROM ENNIS.
 CS0764'5.6 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RR IN TOWN OF ALMA. AT
 CS0764'RAILROAD STATION ON NORTH SIDE OF MAIN STREET, 15 FEET SOUTH OF
 CS0764'SOUTHWEST CORNER OF.  10 POLES NORTH OF MILEPOST 225.  26 EAST OF
 CS0764'TRACK C.L.  TABLET SET IN TOP OF CONCRETE POST.
 CS0764
 CS0764                          STATION RECOVERY (1946)
 CS0764
 CS0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0764'RECOVERED IN GOOD CONDITION.
 CS0764
 CS0764                          STATION RECOVERY (2002)
 CS0764
 CS0764'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAS)
 CS0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1977 ***********************************************************************
 BL1977  DESIGNATION -  W 1500
 BL1977  PID         -  BL1977
 BL1977  STATE/COUNTY-  TX/HARRIS
 BL1977  USGS QUAD   -  TOMBALL (1979)
 BL1977
 BL1977                         *CURRENT SURVEY CONTROL
 BL1977  ___________________________________________________________________
 BL1977* NAD 83(1986)-  30 02 14.     (N)    095 34 43.     (W)     SCALED    
 BL1977* NAVD 88     -        45.453  (meters)     149.12   (feet)  ADJUSTED  
 BL1977  ___________________________________________________________________
 BL1977  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL1977  DYNAMIC HT  -          45.392 (meters)     148.92  (feet)  COMP
 BL1977  MODELED GRAV-     979,292.3   (mgal)                       NAVD 88
 BL1977
 BL1977  VERT ORDER  -  FIRST     CLASS II
 BL1977
 BL1977.The horizontal coordinates were scaled from a topographic map and have
 BL1977.an estimated accuracy of +/- 6 seconds.
 BL1977
 BL1977.The orthometric height was determined by differential leveling
 BL1977.and adjusted by the National Geodetic Survey in June 1991..
 BL1977
 BL1977.The geoid height was determined by GEOID03.
 BL1977
 BL1977.The dynamic height is computed by dividing the NAVD 88
 BL1977.geopotential number by the normal gravity value computed on the
 BL1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1977.degrees latitude (g = 980.6199 gals.).
 BL1977
 BL1977.The modeled gravity was interpolated from observed gravity values.
 BL1977
 BL1977;                    North         East    Units  Estimated Accuracy
 BL1977;SPC TXSC     - 4,249,080.      929,930.      MT  (+/- 180 meters Scaled)
 BL1977
 BL1977                          SUPERSEDED SURVEY CONTROL
 BL1977
 BL1977  NGVD 29 (12/23/87)   45.448  (m)          149.11   (f) ADJUSTED    1 2
 BL1977
 BL1977.Superseded values are not recommended for survey control.
 BL1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1977.See file dsdata.txt to determine how the superseded data were derived.
 BL1977
 BL1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP513257(NAD 83)
 BL1977_MARKER: I = METAL ROD
 BL1977_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1977_SP_SET: STAINLESS STEEL ROD
 BL1977_STAMPING: W 1500 1986
 BL1977_MARK LOGO: NGS   
 BL1977_PROJECTION: FLUSH
 BL1977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1977_ROD/PIPE-DEPTH: 11.6 meters
 BL1977
 BL1977  HISTORY     - Date     Condition        Report By
 BL1977  HISTORY     - 1986     MONUMENTED       NGS
 BL1977
 BL1977                          STATION DESCRIPTION
 BL1977
 BL1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL1977'7.4 KM (4.6 MI) SE FROM TOMBALL.
 BL1977'7.4 KM (4.6 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 BL1977'FROM THE STATION IN TOMBALL, 14.2 M (46.6 FT) NORTHEAST OF THE NEAR
 BL1977'RAIL, 7.2 M (23.6 FT) SOUTH OF THE CENTER OF CLAY ROAD, 3.5 M (11.5
 BL1977'FT) EAST OF A FENCE CORNER, AND 2.1 M (6.9 FT) EAST OF A UTILITY POLE.
 BL1977'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL1977'THE MARK IS 2.3 METERS  N FROM  A WITNESS POST AND FENCE
 BL1977'THE MARK IS 0.3 M BELOW CLAY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1027 ***********************************************************************
 DN1027  DESIGNATION -  W 1501
 DN1027  PID         -  DN1027
 DN1027  STATE/COUNTY-  TX/MONTAGUE
 DN1027  USGS QUAD   -  BOWIE (1978)
 DN1027
 DN1027                         *CURRENT SURVEY CONTROL
 DN1027  ___________________________________________________________________
 DN1027* NAD 83(1986)-  33 33 59.     (N)    097 51 24.     (W)     SCALED    
 DN1027* NAVD 88     -       347.156  (meters)    1138.96   (feet)  ADJUSTED  
 DN1027  ___________________________________________________________________
 DN1027  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DN1027  DYNAMIC HT  -         346.773 (meters)    1137.70  (feet)  COMP
 DN1027  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 DN1027
 DN1027  VERT ORDER  -  FIRST     CLASS II
 DN1027
 DN1027.The horizontal coordinates were scaled from a topographic map and have
 DN1027.an estimated accuracy of +/- 6 seconds.
 DN1027
 DN1027.The orthometric height was determined by differential leveling
 DN1027.and adjusted by the National Geodetic Survey in June 1991..
 DN1027
 DN1027.The geoid height was determined by GEOID03.
 DN1027
 DN1027.The dynamic height is computed by dividing the NAVD 88
 DN1027.geopotential number by the normal gravity value computed on the
 DN1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1027.degrees latitude (g = 980.6199 gals.).
 DN1027
 DN1027.The modeled gravity was interpolated from observed gravity values.
 DN1027
 DN1027;                    North         East    Units  Estimated Accuracy
 DN1027;SPC TXNC     - 2,210,850.      659,730.      MT  (+/- 180 meters Scaled)
 DN1027
 DN1027                          SUPERSEDED SURVEY CONTROL
 DN1027
 DN1027.No superseded survey control is available for this station.
 DN1027
 DN1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC061146(NAD 83)
 DN1027_MARKER: I = METAL ROD
 DN1027_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1027_SP_SET: STAINLESS STEEL ROD
 DN1027_STAMPING: W 1501 1986
 DN1027_MARK LOGO: NGS   
 DN1027_PROJECTION: FLUSH
 DN1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1027_ROD/PIPE-DEPTH: 3.4  meters
 DN1027
 DN1027  HISTORY     - Date     Condition        Report By
 DN1027  HISTORY     - 1986     MONUMENTED       NGS
 DN1027  HISTORY     - 19961130 GOOD             USPSQD
 DN1027
 DN1027                          STATION DESCRIPTION
 DN1027
 DN1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1027'0.4 KM (0.25 MI) NORTH FROM BOWIE.
 DN1027'0.4 KM (0.25 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1027'WITH U.S. HIGHWAY 287 IN BOWIE, 41.9 M (137.5 FT) SOUTHWEST OF THE
 DN1027'SOUTHWEST CORNER OF THE DEPARTMENT OF HIGHWAYS MAINTENANCE OFFICE,
 DN1027'17.9 M (58.7 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 DN1027'RESIDENT ENGINEERS OFFICE, 14.4 M (47.2 FT) EAST OF THE CENTERLINE OF
 DN1027'THE HIGHWAY, AND 1.0 M (3.3 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS
 DN1027'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1027'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DN1027
 DN1027                          STATION RECOVERY (1996)
 DN1027
 DN1027'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5520 ***********************************************************************
 AW5520  DESIGNATION -  W 1502
 AW5520  PID         -  AW5520
 AW5520  STATE/COUNTY-  TX/HARRIS
 AW5520  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW5520
 AW5520                         *CURRENT SURVEY CONTROL
 AW5520  ___________________________________________________________________
 AW5520* NAD 83(1986)-  29 51 52.     (N)    095 32 53.     (W)     SCALED    
 AW5520* NAVD 88     -        29.427  (meters)      96.55   (feet)  ADJUSTED  
 AW5520  ___________________________________________________________________
 AW5520  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW5520  DYNAMIC HT  -          29.387 (meters)      96.41  (feet)  COMP
 AW5520  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AW5520
 AW5520  VERT ORDER  -  FIRST     CLASS II
 AW5520
 AW5520.The horizontal coordinates were scaled from a topographic map and have
 AW5520.an estimated accuracy of +/- 6 seconds.
 AW5520
 AW5520.The orthometric height was determined by differential leveling
 AW5520.and adjusted by the National Geodetic Survey in June 1991..
 AW5520
 AW5520.The geoid height was determined by GEOID03.
 AW5520
 AW5520.The dynamic height is computed by dividing the NAVD 88
 AW5520.geopotential number by the normal gravity value computed on the
 AW5520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5520.degrees latitude (g = 980.6199 gals.).
 AW5520
 AW5520.The modeled gravity was interpolated from observed gravity values.
 AW5520
 AW5520;                    North         East    Units  Estimated Accuracy
 AW5520;SPC TXSC     - 4,230,030.      933,440.      MT  (+/- 180 meters Scaled)
 AW5520
 AW5520                          SUPERSEDED SURVEY CONTROL
 AW5520
 AW5520  NGVD 29 (12/23/87)   29.421  (m)           96.53   (f) ADJUSTED    1 2
 AW5520
 AW5520.Superseded values are not recommended for survey control.
 AW5520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5520.See file dsdata.txt to determine how the superseded data were derived.
 AW5520
 AW5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP538064(NAD 83)
 AW5520_MARKER: I = METAL ROD
 AW5520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5520_SP_SET: STAINLESS STEEL ROD
 AW5520_STAMPING: W 1502 1986
 AW5520_MARK LOGO: NGS   
 AW5520_PROJECTION: RECESSED 2 CENTIMETERS
 AW5520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5520_ROD/PIPE-DEPTH: 12.0 meters
 AW5520
 AW5520  HISTORY     - Date     Condition        Report By
 AW5520  HISTORY     - 1986     MONUMENTED       NGS
 AW5520  HISTORY     - 1987     GOOD             USPSQD
 AW5520  HISTORY     - 19941022 GOOD             USPSQD
 AW5520  HISTORY     - 20040212 MARK NOT FOUND   USPSQD
 AW5520
 AW5520                          STATION DESCRIPTION
 AW5520
 AW5520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5520'1.3 KM (0.8 MI) NW FROM FAIRBANKS.
 AW5520'1.3 KM (0.8 MI) NORTHWESTERLY ALONG THE HEMPSTEAD HIGHWAY FROM THE
 AW5520'POST OFFICE IN FAIRBANKS, 14.8 M (48.6 FT) SOUTHWEST OF THE CENTERLINE
 AW5520'OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 9.6 M (31.5 FT) NORTHEAST
 AW5520'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 1.3 M (4.3 FT)
 AW5520'NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5520'THROUGH A 5-INCH LOGO CAP.
 AW5520'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AW5520'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AW5520
 AW5520                          STATION RECOVERY (1987)
 AW5520
 AW5520'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW5520'RECOVERED IN GOOD CONDITION.
 AW5520
 AW5520                          STATION RECOVERY (1994)
 AW5520
 AW5520'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5520'RECOVERED IN GOOD CONDITION.
 AW5520
 AW5520                          STATION RECOVERY (2004)
 AW5520
 AW5520'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW5520'NOT FOUND BECAUSE CONSTRUCTION IN AREA TO LAY AN UNDERGROUND NATURAL
 AW5520'GAS PIPELING PROBABLY DISTROYED THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5594 ***********************************************************************
 AW5594  DESIGNATION -  W 1503
 AW5594  PID         -  AW5594
 AW5594  STATE/COUNTY-  TX/HARRIS
 AW5594  USGS QUAD   -  PARK PLACE (1995)
 AW5594
 AW5594                         *CURRENT SURVEY CONTROL
 AW5594  ___________________________________________________________________
 AW5594* NAD 83(1986)-  29 43 43.     (N)    095 16 48.     (W)     SCALED    
 AW5594* NAVD 88     -         7.032  (meters)      23.07   (feet)  ADJUSTED  
 AW5594  ___________________________________________________________________
 AW5594  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW5594  DYNAMIC HT  -           7.022 (meters)      23.04  (feet)  COMP
 AW5594  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AW5594
 AW5594  VERT ORDER  -  FIRST     CLASS II
 AW5594
 AW5594.The horizontal coordinates were scaled from a topographic map and have
 AW5594.an estimated accuracy of +/- 6 seconds.
 AW5594
 AW5594.The orthometric height was determined by differential leveling
 AW5594.and adjusted by the National Geodetic Survey in June 1991..
 AW5594
 AW5594.The geoid height was determined by GEOID03.
 AW5594
 AW5594.The dynamic height is computed by dividing the NAVD 88
 AW5594.geopotential number by the normal gravity value computed on the
 AW5594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5594.degrees latitude (g = 980.6199 gals.).
 AW5594
 AW5594.The modeled gravity was interpolated from observed gravity values.
 AW5594
 AW5594;                    North         East    Units  Estimated Accuracy
 AW5594;SPC TXSC     - 4,215,770.      959,800.      MT  (+/- 180 meters Scaled)
 AW5594
 AW5594                          SUPERSEDED SURVEY CONTROL
 AW5594
 AW5594  NGVD 29 (12/23/87)    7.028  (m)           23.06   (f) ADJUSTED    1 2
 AW5594
 AW5594.Superseded values are not recommended for survey control.
 AW5594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5594.See file dsdata.txt to determine how the superseded data were derived.
 AW5594
 AW5594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN794908(NAD 83)
 AW5594_MARKER: DB = BENCH MARK DISK
 AW5594_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5594_SP_SET: BRIDGE PIER
 AW5594_STAMPING: W 1503 1987
 AW5594_MARK LOGO: NGS   
 AW5594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5594+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 AW5594
 AW5594  HISTORY     - Date     Condition        Report By
 AW5594  HISTORY     - 1987     MONUMENTED       NGS
 AW5594  HISTORY     - 19950624 GOOD             USPSQD
 AW5594  HISTORY     - 20040510 GOOD             USPSQD
 AW5594
 AW5594                          STATION DESCRIPTION
 AW5594
 AW5594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5594'IN HOUSTON.
 AW5594'IN HOUSTON, AT THE JUNCTION OF BROADWAY BOULEVARD AND THE SOUTHERN
 AW5594'PACIFIC RAILROAD, SET VERTICALLY IN THE NORTHWEST FACE OF THE FOURTH
 AW5594'PIER SOUTHWEST OF THE NORTHEAST END OF THE RAILROAD OVERPASS, 6.2 M
 AW5594'(20.3 FT) NORTHEAST OF THE CENTERLINE OF THE BOULEVARD, 7.1 M
 AW5594'(23.3 FT) SOUTHWEST OF THE CENTERLINE OF NAVIGATION BOULEVARD.
 AW5594'THE MARK IS 1.5 M ABOVE THE GROUND.
 AW5594
 AW5594                          STATION RECOVERY (1995)
 AW5594
 AW5594'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5594'RECOVERED IN GOOD CONDITION.
 AW5594
 AW5594                          STATION RECOVERY (2004)
 AW5594
 AW5594'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5462 ***********************************************************************
 AW5462  DESIGNATION -  W 1504
 AW5462  PID         -  AW5462
 AW5462  STATE/COUNTY-  TX/FORT BEND
 AW5462  USGS QUAD   -  ALMEDA (1995)
 AW5462
 AW5462                         *CURRENT SURVEY CONTROL
 AW5462  ___________________________________________________________________
 AW5462* NAD 83(1986)-  29 30 25.     (N)    095 29 10.     (W)     SCALED    
 AW5462* NAVD 88     -        20.074  (meters)      65.86   (feet)  ADJUSTED  
 AW5462  ___________________________________________________________________
 AW5462  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW5462  DYNAMIC HT  -          20.046 (meters)      65.77  (feet)  COMP
 AW5462  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 AW5462
 AW5462  VERT ORDER  -  FIRST     CLASS II
 AW5462
 AW5462.The horizontal coordinates were scaled from a topographic map and have
 AW5462.an estimated accuracy of +/- 6 seconds.
 AW5462
 AW5462.The orthometric height was determined by differential leveling
 AW5462.and adjusted by the National Geodetic Survey in June 1991..
 AW5462
 AW5462.The geoid height was determined by GEOID03.
 AW5462
 AW5462.The dynamic height is computed by dividing the NAVD 88
 AW5462.geopotential number by the normal gravity value computed on the
 AW5462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5462.degrees latitude (g = 980.6199 gals.).
 AW5462
 AW5462.The modeled gravity was interpolated from observed gravity values.
 AW5462
 AW5462;                    North         East    Units  Estimated Accuracy
 AW5462;SPC TXSC     - 4,190,600.      940,610.      MT  (+/- 180 meters Scaled)
 AW5462
 AW5462                          SUPERSEDED SURVEY CONTROL
 AW5462
 AW5462  NGVD 29 (12/23/87)   20.070  (m)           65.85   (f) ADJUSTED    1 2
 AW5462
 AW5462.Superseded values are not recommended for survey control.
 AW5462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5462.See file dsdata.txt to determine how the superseded data were derived.
 AW5462
 AW5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN590667(NAD 83)
 AW5462_MARKER: I = METAL ROD
 AW5462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5462_SP_SET: STAINLESS STEEL ROD
 AW5462_STAMPING: W 1504 1987
 AW5462_MARK LOGO: NGS   
 AW5462_PROJECTION: FLUSH
 AW5462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5462+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AW5462_ROD/PIPE-DEPTH: 7.3  meters
 AW5462
 AW5462  HISTORY     - Date     Condition        Report By
 AW5462  HISTORY     - 1987     MONUMENTED       NGS
 AW5462  HISTORY     - 19941022 GOOD             USPSQD
 AW5462  HISTORY     - 19991120 GOOD             USPSQD
 AW5462  HISTORY     - 20040626 GOOD             USPSQD
 AW5462  HISTORY     - 20050707 GOOD             USPSQD
 AW5462
 AW5462                          STATION DESCRIPTION
 AW5462
 AW5462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5462'2.3 KM (1.4 MI) WEST FROM ARCOLA.
 AW5462'2.3 KM (1.4 MI) WEST ALONG MCKEEVER ROAD FROM THE JUNCTION OF STATE
 AW5462'HIGHWAY 6 AND FM ROAD 521 IN ARCOLA, IN THE SOUTHEAST QUADRANT OF THE
 AW5462'T-JUNCTION OF DUKE ROAD, 14.8 METERS (48.6 FT) SOUTH OF THE CENTERLINE
 AW5462'OF MCKEEVER ROAD, 8.8 METERS (28.8 FT) EAST OF THE CENTER OF DUKE
 AW5462'ROAD, 7.0 METERS (23.0 FT) SOUTH-SOUTHEAST OF THE EAST END OF AN
 AW5462'18-INCH PIPE CULVERT, 0.30 METERS (1.0 FT) WEST OF A FENCE.
 AW5462'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5462'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 AW5462'THE MARK IS 0.6 M BELOW THE ROADS.
 AW5462
 AW5462                          STATION RECOVERY (1994)
 AW5462
 AW5462'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5462'RECOVERED IN GOOD CONDITION.
 AW5462
 AW5462                          STATION RECOVERY (1999)
 AW5462
 AW5462'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5462'RECOVERED IN GOOD CONDITION.
 AW5462
 AW5462                          STATION RECOVERY (2004)
 AW5462
 AW5462'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5462'RECOVERED IN GOOD CONDITION.
 AW5462
 AW5462                          STATION RECOVERY (2005)
 AW5462
 AW5462'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5492 ***********************************************************************
 AW5492  DESIGNATION -  W 1505
 AW5492  PID         -  AW5492
 AW5492  STATE/COUNTY-  TX/FORT BEND
 AW5492  USGS QUAD   -  ORCHARD (1980)
 AW5492
 AW5492                         *CURRENT SURVEY CONTROL
 AW5492  ___________________________________________________________________
 AW5492* NAD 83(1986)-  29 33 18.     (N)    095 59 22.     (W)     SCALED    
 AW5492* NAVD 88     -        35.508  (meters)     116.50   (feet)  ADJUSTED  
 AW5492  ___________________________________________________________________
 AW5492  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW5492  DYNAMIC HT  -          35.459 (meters)     116.34  (feet)  COMP
 AW5492  MODELED GRAV-     979,261.4   (mgal)                       NAVD 88
 AW5492
 AW5492  VERT ORDER  -  FIRST     CLASS II
 AW5492
 AW5492.The horizontal coordinates were scaled from a topographic map and have
 AW5492.an estimated accuracy of +/- 6 seconds.
 AW5492
 AW5492.The orthometric height was determined by differential leveling
 AW5492.and adjusted by the National Geodetic Survey in June 1991..
 AW5492
 AW5492.The geoid height was determined by GEOID03.
 AW5492
 AW5492.The dynamic height is computed by dividing the NAVD 88
 AW5492.geopotential number by the normal gravity value computed on the
 AW5492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5492.degrees latitude (g = 980.6199 gals.).
 AW5492
 AW5492.The modeled gravity was interpolated from observed gravity values.
 AW5492
 AW5492;                    North         East    Units  Estimated Accuracy
 AW5492;SPC TXSC     - 4,194,560.      891,700.      MT  (+/- 180 meters Scaled)
 AW5492
 AW5492                          SUPERSEDED SURVEY CONTROL
 AW5492
 AW5492  NGVD 29 (12/23/87)   35.504  (m)          116.48   (f) ADJUSTED    1 2
 AW5492
 AW5492.Superseded values are not recommended for survey control.
 AW5492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5492.See file dsdata.txt to determine how the superseded data were derived.
 AW5492
 AW5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN103732(NAD 83)
 AW5492_MARKER: I = METAL ROD
 AW5492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5492_SP_SET: STAINLESS STEEL ROD
 AW5492_STAMPING: W 1505 1987
 AW5492_MARK LOGO: NGS   
 AW5492_PROJECTION: FLUSH
 AW5492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5492_ROD/PIPE-DEPTH: 8.5  meters
 AW5492
 AW5492  HISTORY     - Date     Condition        Report By
 AW5492  HISTORY     - 1987     MONUMENTED       NGS
 AW5492  HISTORY     - 19971122 GOOD             USPSQD
 AW5492
 AW5492                          STATION DESCRIPTION
 AW5492
 AW5492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5492'6.0 KM (3.7 MI) SOUTH FROM ORCHARD.
 AW5492'6.0 KM (3.75 MI) SOUTH ALONG FM ROAD 1952 FROM THE JUNCTION OF STATE
 AW5492'HIGHWAY 36 IN ORCHARD, 15.2 METERS (50.0 FT) EAST OF THE CENTERLINE OF
 AW5492'THE ROAD, 0.6 METERS (2.0 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS
 AW5492'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5492'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW5492'THE MARK IS 0.6 M BELOW THE ROAD.
 AW5492
 AW5492                          STATION RECOVERY (1997)
 AW5492
 AW5492'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2558 ***********************************************************************
 AX2558  DESIGNATION -  W 1506
 AX2558  PID         -  AX2558
 AX2558  STATE/COUNTY-  TX/WHARTON
 AX2558  USGS QUAD   -  EL CAMPO (1981)
 AX2558
 AX2558                         *CURRENT SURVEY CONTROL
 AX2558  ___________________________________________________________________
 AX2558* NAD 83(1986)-  29 11 19.     (N)    096 16 49.     (W)     SCALED    
 AX2558* NAVD 88     -        29.899  (meters)      98.09   (feet)  ADJUSTED  
 AX2558  ___________________________________________________________________
 AX2558  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX2558  DYNAMIC HT  -          29.857 (meters)      97.96  (feet)  COMP
 AX2558  MODELED GRAV-     979,235.1   (mgal)                       NAVD 88
 AX2558
 AX2558  VERT ORDER  -  FIRST     CLASS I
 AX2558
 AX2558.The horizontal coordinates were scaled from a topographic map and have
 AX2558.an estimated accuracy of +/- 6 seconds.
 AX2558
 AX2558.The orthometric height was determined by differential leveling
 AX2558.and adjusted by the National Geodetic Survey in June 1991..
 AX2558
 AX2558.The geoid height was determined by GEOID03.
 AX2558
 AX2558.The dynamic height is computed by dividing the NAVD 88
 AX2558.geopotential number by the normal gravity value computed on the
 AX2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2558.degrees latitude (g = 980.6199 gals.).
 AX2558
 AX2558.The modeled gravity was interpolated from observed gravity values.
 AX2558
 AX2558;                    North         East    Units  Estimated Accuracy
 AX2558;SPC TXSC     - 4,153,280.      864,470.      MT  (+/- 180 meters Scaled)
 AX2558
 AX2558                          SUPERSEDED SURVEY CONTROL
 AX2558
 AX2558  NGVD 29 (12/23/87)   29.904  (m)           98.11   (f) ADJUSTED    1 1
 AX2558
 AX2558.Superseded values are not recommended for survey control.
 AX2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2558.See file dsdata.txt to determine how the superseded data were derived.
 AX2558
 AX2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT644319(NAD 83)
 AX2558_MARKER: I = METAL ROD
 AX2558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2558_SP_SET: STAINLESS STEEL ROD
 AX2558_STAMPING: W 1506 1987
 AX2558_MARK LOGO: NGS   
 AX2558_PROJECTION: FLUSH
 AX2558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2558_ROD/PIPE-DEPTH: 14.6 meters
 AX2558
 AX2558  HISTORY     - Date     Condition        Report By
 AX2558  HISTORY     - 1987     MONUMENTED       NGS
 AX2558  HISTORY     - 1990     GOOD             USPSQD
 AX2558
 AX2558                          STATION DESCRIPTION
 AX2558
 AX2558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2558'1.4 KM (0.85 MI) SW FROM EL CAMPO.
 AX2558'1.38 KM (0.86 MI) SOUTHWEST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION
 AX2558'OF STATE HIGHWAY 71 IN EL CAMPO, 17.3 METERS (57.0 FT) SOUTHEAST OF
 AX2558'THE CENTERLINE OF THE HIGHWAY, 39.6 METERS (130 FT) NORTHEAST OF THE
 AX2558'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A BRIDGE OVER TRES PALACIOS
 AX2558'CREEK, 12.6 METERS (41.5 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 AX2558'SOUTHERN PACIFIC RAILROAD, 15.4 METERS (50.5 FT) SOUTHWEST OF THE
 AX2558'EXTENDED CENTERLINE OF AVENUE I.  NOTE--ACCESS TO DATUM POINT IS HAD
 AX2558'THROUGH A 5-INCH LOGO CAP.
 AX2558'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 AX2558'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 AX2558
 AX2558                          STATION RECOVERY (1990)
 AX2558
 AX2558'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX2558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5567 ***********************************************************************
 AW5567  DESIGNATION -  W 1509
 AW5567  PID         -  AW5567
 AW5567  STATE/COUNTY-  TX/HARRIS
 AW5567  USGS QUAD   -  SETTEGAST (1995)
 AW5567
 AW5567                         *CURRENT SURVEY CONTROL
 AW5567  ___________________________________________________________________
 AW5567* NAD 83(1986)-  29 52 08.     (N)    095 21 50.     (W)     SCALED    
 AW5567* NAVD 88     -        21.031  (meters)      69.00   (feet)  ADJUSTED  
 AW5567  ___________________________________________________________________
 AW5567  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW5567  DYNAMIC HT  -          21.003 (meters)      68.91  (feet)  COMP
 AW5567  MODELED GRAV-     979,292.4   (mgal)                       NAVD 88
 AW5567
 AW5567  VERT ORDER  -  FIRST     CLASS II
 AW5567
 AW5567.The horizontal coordinates were scaled from a topographic map and have
 AW5567.an estimated accuracy of +/- 6 seconds.
 AW5567
 AW5567.The orthometric height was determined by differential leveling
 AW5567.and adjusted by the National Geodetic Survey in July 2002..
 AW5567
 AW5567.The geoid height was determined by GEOID03.
 AW5567
 AW5567.The dynamic height is computed by dividing the NAVD 88
 AW5567.geopotential number by the normal gravity value computed on the
 AW5567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5567.degrees latitude (g = 980.6199 gals.).
 AW5567
 AW5567.The modeled gravity was interpolated from observed gravity values.
 AW5567
 AW5567;                    North         East    Units  Estimated Accuracy
 AW5567;SPC TXSC     - 4,231,060.      951,210.      MT  (+/- 180 meters Scaled)
 AW5567
 AW5567                          SUPERSEDED SURVEY CONTROL
 AW5567
 AW5567  NAVD 88 (09/11/96)   21.045  (m)           69.05   (f) UNKNOWN     1 2
 AW5567  NAVD 88 (06/15/91)   21.216  (m)           69.61   (f) UNKNOWN     1 2
 AW5567  NGVD 29 (12/23/87)   21.213  (m)           69.60   (f) ADJUSTED    1 2
 AW5567
 AW5567.Superseded values are not recommended for survey control.
 AW5567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5567.See file dsdata.txt to determine how the superseded data were derived.
 AW5567
 AW5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP716066(NAD 83)
 AW5567_MARKER: I = METAL ROD
 AW5567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5567_SP_SET: STAINLESS STEEL ROD
 AW5567_STAMPING: W 1509 1987
 AW5567_MARK LOGO: NGS   
 AW5567_PROJECTION: FLUSH
 AW5567_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5567+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW5567_ROD/PIPE-DEPTH: 9.7  meters
 AW5567
 AW5567  HISTORY     - Date     Condition        Report By
 AW5567  HISTORY     - 1987     MONUMENTED       NGS
 AW5567  HISTORY     - 19951007 GOOD             CHANCE
 AW5567  HISTORY     - 19960204 GOOD             NGS
 AW5567  HISTORY     - 20040927 GOOD             USPSQD
 AW5567
 AW5567                          STATION DESCRIPTION
 AW5567
 AW5567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5567'IN HOUSTON.
 AW5567'IN HOUSTON, AT 10702 EAST HARDY ROAD, 24.5 M (80.4 FT) WEST OF THE
 AW5567'NORTHWEST CORNER OF AN AUDITORIUM AT THE PATRICK HENRY JUNIOR HIGH
 AW5567'SCHOOL, 17.6 M (57.7 FT) EAST OF THE CENTER OF THE ROAD, 13.8 M (45.3
 AW5567'FT) EAST-SOUTHEAST OF A FIRE HYDRANT, 5.0 M (16.4 FT) WEST OF THE WEST
 AW5567'EDGE OF A PARKING LOT, AND 1.6 M (5.2 FT) NORTHWEST OF THE MOST
 AW5567'SOUTHERLY 1 OF 2 FLAG POLES.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5567'THROUGH A 5-INCH LOGO CAP.
 AW5567'THE MARK IS ABOVE LEVEL WITH THE PARKING LOT.
 AW5567
 AW5567                          STATION RECOVERY (1995)
 AW5567
 AW5567'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5567'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AW5567'SCHOOL IS PATRICK HENRY MIDDLE SCHOOL.  NOTE=POINT IS WITHIN FENCED
 AW5567'SCHOOL YARD, ACCESS IS LIMITED.  ADDITIONAL TIES FOLLOW.  62.5 FT
 AW5567'(19.1 M) SOUTH OF THE MOST NORTHERLY OF TWO FLAGPOLES.  19 FT (5.8 M)
 AW5567'EAST OF THE WEST PERIMETER FENCE OF THE SCHOOL GROUNDS.
 AW5567
 AW5567                          STATION RECOVERY (1996)
 AW5567
 AW5567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5567'IN HOUSTON, 24.5 M (80.4 FT) WEST OF THE NORTHWEST CORNER OF THE
 AW5567'AUDITORIUM AT THE PATRIC HENRY JUNIOR HIGH SCHOOL AT 10702 EAST HARDY
 AW5567'STREET, 19.1 M (62.7 FT) SOUTH OF THE MOST NORTHERLY OF 2 FLAG POLES,
 AW5567'17.6 M (57.7 FT) EAST OF THE STREET CENTER, 13.8 M (45.3 FT) SOUTHEAST
 AW5567'OF A FIRE HYDRANT, 5.8 M (19.0 FT) EAST OF THE WEST CHAIN-LINK FENCE
 AW5567'ENCLOSING THE SCHOOL, 5.0 M (16.4 FT) WEST OF THE WEST EDGE OF A
 AW5567'PARKING LOT, 1.6 M (5.2 FT) NORTHWEST OF THE MOST SOUTHERLY OF 2 FLAG
 AW5567'POLES, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS
 AW5567'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AW5567
 AW5567                          STATION RECOVERY (2004)
 AW5567
 AW5567'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5636 ***********************************************************************
 AW5636  DESIGNATION -  W 1510
 AW5636  PID         -  AW5636
 AW5636  STATE/COUNTY-  TX/HARRIS
 AW5636  USGS QUAD   -  HUMBLE (1995)
 AW5636
 AW5636                         *CURRENT SURVEY CONTROL
 AW5636  ___________________________________________________________________
 AW5636* NAD 83(1986)-  29 56 47.     (N)    095 16 39.     (W)     SCALED    
 AW5636* NAVD 88     -        20.696  (meters)      67.90   (feet)  ADJUSTED  
 AW5636  ___________________________________________________________________
 AW5636  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW5636  DYNAMIC HT  -          20.668 (meters)      67.81  (feet)  COMP
 AW5636  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 AW5636
 AW5636  VERT ORDER  -  FIRST     CLASS II
 AW5636
 AW5636.The horizontal coordinates were scaled from a topographic map and have
 AW5636.an estimated accuracy of +/- 6 seconds.
 AW5636
 AW5636.The orthometric height was determined by differential leveling
 AW5636.and adjusted by the National Geodetic Survey in June 1991..
 AW5636
 AW5636.The geoid height was determined by GEOID03.
 AW5636
 AW5636.The dynamic height is computed by dividing the NAVD 88
 AW5636.geopotential number by the normal gravity value computed on the
 AW5636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5636.degrees latitude (g = 980.6199 gals.).
 AW5636
 AW5636.The modeled gravity was interpolated from observed gravity values.
 AW5636
 AW5636;                    North         East    Units  Estimated Accuracy
 AW5636;SPC TXSC     - 4,239,910.      959,270.      MT  (+/- 180 meters Scaled)
 AW5636
 AW5636                          SUPERSEDED SURVEY CONTROL
 AW5636
 AW5636  NGVD 29 (12/23/87)   20.694  (m)           67.89   (f) ADJUSTED    1 2
 AW5636
 AW5636.Superseded values are not recommended for survey control.
 AW5636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5636.See file dsdata.txt to determine how the superseded data were derived.
 AW5636
 AW5636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP801150(NAD 83)
 AW5636_MARKER: I = METAL ROD
 AW5636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5636_SP_SET: STAINLESS STEEL ROD
 AW5636_STAMPING: W 1510 1987
 AW5636_MARK LOGO: NGS   
 AW5636_PROJECTION: RECESSED 1 CENTIMETERS
 AW5636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5636_ROD/PIPE-DEPTH: 8.2  meters
 AW5636
 AW5636  HISTORY     - Date     Condition        Report By
 AW5636  HISTORY     - 1987     MONUMENTED       NGS
 AW5636  HISTORY     - 19941009 MARK NOT FOUND   NGS
 AW5636  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 AW5636
 AW5636                          STATION DESCRIPTION
 AW5636
 AW5636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5636'6.7 KM (4.15 MI) SOUTH FROM HUMBLE.
 AW5636'0.6 KM (0.35 MI) EAST ALONG BARRETT STREET FROM THE POST OFFICE IN
 AW5636'HUMBLE, THENCE 6.1 KM (3.8 MI) SOUTHERLY ALONG OLD HUMBLE ROAD, 10.1 M
 AW5636'(33.1 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 8.4 M (27.6 FT)
 AW5636'SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO 15607 OLD HUMBLE
 AW5636'ROAD, AND 3.1 M (10.2 FT) SOUTH-SOUTHWEST OF A GAS METER.
 AW5636'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5636'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5636
 AW5636                          STATION RECOVERY (1994)
 AW5636
 AW5636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW5636'SEARCHED FOR, NOT RECOVERED.
 AW5636
 AW5636                          STATION RECOVERY (2004)
 AW5636
 AW5636'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW5636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5618 ***********************************************************************
 AW5618  DESIGNATION -  W 1511
 AW5618  PID         -  AW5618
 AW5618  STATE/COUNTY-  TX/HARRIS
 AW5618  USGS QUAD   -  ALDINE (1995)
 AW5618
 AW5618                         *CURRENT SURVEY CONTROL
 AW5618  ___________________________________________________________________
 AW5618* NAD 83(1986)-  29 55 37.     (N)    095 29 53.     (W)     SCALED    
 AW5618* NAVD 88     -        32.903  (meters)     107.95   (feet)  ADJUSTED  
 AW5618  ___________________________________________________________________
 AW5618  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW5618  DYNAMIC HT  -          32.858 (meters)     107.80  (feet)  COMP
 AW5618  MODELED GRAV-     979,292.2   (mgal)                       NAVD 88
 AW5618
 AW5618  VERT ORDER  -  FIRST     CLASS II
 AW5618
 AW5618.The horizontal coordinates were scaled from a topographic map and have
 AW5618.an estimated accuracy of +/- 6 seconds.
 AW5618
 AW5618.The orthometric height was determined by differential leveling
 AW5618.and adjusted by the National Geodetic Survey in June 1991..
 AW5618
 AW5618.The geoid height was determined by GEOID03.
 AW5618
 AW5618.The dynamic height is computed by dividing the NAVD 88
 AW5618.geopotential number by the normal gravity value computed on the
 AW5618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5618.degrees latitude (g = 980.6199 gals.).
 AW5618
 AW5618.The modeled gravity was interpolated from observed gravity values.
 AW5618
 AW5618;                    North         East    Units  Estimated Accuracy
 AW5618;SPC TXSC     - 4,237,090.      938,060.      MT  (+/- 180 meters Scaled)
 AW5618
 AW5618                          SUPERSEDED SURVEY CONTROL
 AW5618
 AW5618  NGVD 29 (12/23/87)   32.898  (m)          107.93   (f) ADJUSTED    1 2
 AW5618
 AW5618.Superseded values are not recommended for survey control.
 AW5618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5618.See file dsdata.txt to determine how the superseded data were derived.
 AW5618
 AW5618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP588133(NAD 83)
 AW5618_MARKER: I = METAL ROD
 AW5618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5618_SP_SET: STAINLESS STEEL ROD
 AW5618_STAMPING: W 1511 1987
 AW5618_MARK LOGO: NGS   
 AW5618_PROJECTION: FLUSH
 AW5618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5618+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5618_ROD/PIPE-DEPTH: 13.4 meters
 AW5618
 AW5618  HISTORY     - Date     Condition        Report By
 AW5618  HISTORY     - 1987     MONUMENTED       NGS
 AW5618  HISTORY     - 20040712 GOOD             USPSQD
 AW5618  HISTORY     - 20051012 GOOD             USPSQD
 AW5618
 AW5618                          STATION DESCRIPTION
 AW5618
 AW5618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5618'0.9 KM (0.55 MI) NORTH FROM NORTH HOUSTON.
 AW5618'0.4 KM (0.25 MI) SOUTHEAST ALONG STATE HIGHWAY 149 FROM ITS JUNCTION
 AW5618'WITH FAIRBANKS-NORTH HOUSTON ROAD IN NORTH HOUSTON, THENCE 0.5 KM (0.3
 AW5618'MI) NORTH ALONG BAMMEL-NORTH HOUSTON ROAD, 15.1 M (49.5 FT) WEST OF
 AW5618'THE CENTERLINE OF THE ROAD, 8.9 M (29.2 FT) NORTHWEST OF A UTILITY
 AW5618'POLE, 7.2 M (23.6 FT) NORTH-NORTHEAST OF A FENCE CORNER, 5.6 M (18.4
 AW5618'FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO SETON LAKE PARK AND
 AW5618'RIDE PARKING LOT, AND 2.9 M (9.5 FT) EAST OF A FENCE.  NOTE--ACCESS TO
 AW5618'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5618'THE MARK IS 0.3 M ABOVE THE ROAD.
 AW5618
 AW5618                          STATION RECOVERY (2004)
 AW5618
 AW5618'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5618'RECOVERED IN GOOD CONDITION.
 AW5618
 AW5618                          STATION RECOVERY (2005)
 AW5618
 AW5618'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5618'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5695 ***********************************************************************
 AW5695  DESIGNATION -  W 1512
 AW5695  PID         -  AW5695
 AW5695  STATE/COUNTY-  TX/HARRIS
 AW5695  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5695
 AW5695                         *CURRENT SURVEY CONTROL
 AW5695  ___________________________________________________________________
 AW5695* NAD 83(1986)-  29 37 21.     (N)    095 12 49.     (W)     SCALED    
 AW5695* NAVD 88     -        12.502  (meters)      41.02   (feet)  ADJUSTED  
 AW5695  ___________________________________________________________________
 AW5695  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW5695  DYNAMIC HT  -          12.485 (meters)      40.96  (feet)  COMP
 AW5695  MODELED GRAV-     979,275.8   (mgal)                       NAVD 88
 AW5695
 AW5695  VERT ORDER  -  FIRST     CLASS II
 AW5695
 AW5695.The horizontal coordinates were scaled from a topographic map and have
 AW5695.an estimated accuracy of +/- 6 seconds.
 AW5695
 AW5695.The orthometric height was determined by differential leveling
 AW5695.and adjusted by the National Geodetic Survey in June 1991..
 AW5695
 AW5695.The geoid height was determined by GEOID03.
 AW5695
 AW5695.The dynamic height is computed by dividing the NAVD 88
 AW5695.geopotential number by the normal gravity value computed on the
 AW5695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5695.degrees latitude (g = 980.6199 gals.).
 AW5695
 AW5695.The modeled gravity was interpolated from observed gravity values.
 AW5695
 AW5695;                    North         East    Units  Estimated Accuracy
 AW5695;SPC TXSC     - 4,204,220.      966,600.      MT  (+/- 180 meters Scaled)
 AW5695
 AW5695                          SUPERSEDED SURVEY CONTROL
 AW5695
 AW5695  NGVD 29 (12/23/87)   12.499  (m)           41.01   (f) ADJUSTED    1 2
 AW5695
 AW5695.Superseded values are not recommended for survey control.
 AW5695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5695.See file dsdata.txt to determine how the superseded data were derived.
 AW5695
 AW5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN856790(NAD 83)
 AW5695_MARKER: I = METAL ROD
 AW5695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5695_SP_SET: STAINLESS STEEL ROD
 AW5695_STAMPING: W 1512 1987
 AW5695_MARK LOGO: NGS   
 AW5695_PROJECTION: RECESSED 2 CENTIMETERS
 AW5695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5695+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2004
 AW5695_ROD/PIPE-DEPTH: 18.3 meters
 AW5695
 AW5695  HISTORY     - Date     Condition        Report By
 AW5695  HISTORY     - 1987     MONUMENTED       NGS
 AW5695  HISTORY     - 19931122 GOOD             USPSQD
 AW5695  HISTORY     - 20040213 GOOD             USPSQD
 AW5695
 AW5695                          STATION DESCRIPTION
 AW5695
 AW5695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5695'IN GENOA.
 AW5695'IN GENOA, AT ADDRESS 11710 ALMEDA GENOA ROAD, 30.3 METERS (99.4 FT)
 AW5695'SOUTH OF THE CENTERLINE OF THE ROAD, 18.6 METERS (61.0 FT) EAST OF THE
 AW5695'CENTER OF THE NORTH ENTRANCE INTO THE HEALTH CONSULTANTS BUILDING, 4.4
 AW5695'METERS (14.4 FT) WEST OF THE CENTER OF THE EAST ENTRANCE DRIVEWAY, 1.4
 AW5695'METERS (4.6 FT) NORTH OF THE NORTHEAST CORNER OF THE BUILDING, 1.1
 AW5695'METERS (3.6 FT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK.  NOTE--ACCESS
 AW5695'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5695'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 AW5695
 AW5695                          STATION RECOVERY (1993)
 AW5695
 AW5695'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5695'RECOVERED IN GOOD CONDITION.
 AW5695
 AW5695                          STATION RECOVERY (2004)
 AW5695
 AW5695'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6268 ***********************************************************************
 AC6268  DESIGNATION -  W 1516
 AC6268  PID         -  AC6268
 AC6268  STATE/COUNTY-  TX/GALVESTON
 AC6268  USGS QUAD   -  TEXAS CITY (1994)
 AC6268
 AC6268                         *CURRENT SURVEY CONTROL
 AC6268  ___________________________________________________________________
 AC6268* NAD 83(1986)-  29 23 13.     (N)    094 58 41.     (W)     SCALED    
 AC6268* NAVD 88     -         3.821  (meters)      12.54   (feet)  ADJUSTED  
 AC6268  ___________________________________________________________________
 AC6268  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AC6268  DYNAMIC HT  -           3.816 (meters)      12.52  (feet)  COMP
 AC6268  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 AC6268
 AC6268  VERT ORDER  -  FIRST     CLASS II
 AC6268
 AC6268.The horizontal coordinates were scaled from a topographic map and have
 AC6268.an estimated accuracy of +/- 6 seconds.
 AC6268
 AC6268.The orthometric height was determined by differential leveling
 AC6268.and adjusted by the National Geodetic Survey in March 1997..
 AC6268
 AC6268.The geoid height was determined by GEOID03.
 AC6268
 AC6268.The dynamic height is computed by dividing the NAVD 88
 AC6268.geopotential number by the normal gravity value computed on the
 AC6268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6268.degrees latitude (g = 980.6199 gals.).
 AC6268
 AC6268.The modeled gravity was interpolated from observed gravity values.
 AC6268
 AC6268;                    North         East    Units  Estimated Accuracy
 AC6268;SPC TXSC     - 4,178,890.      990,300.      MT  (+/- 180 meters Scaled)
 AC6268
 AC6268                          SUPERSEDED SURVEY CONTROL
 AC6268
 AC6268.No superseded survey control is available for this station.
 AC6268
 AC6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN080524(NAD 83)
 AC6268_MARKER: I = METAL ROD
 AC6268_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6268_STAMPING: W 1516 1996
 AC6268_MARK LOGO: NGS   
 AC6268_PROJECTION: FLUSH
 AC6268_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6268+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AC6268_ROD/PIPE-DEPTH: 9.3  meters
 AC6268_SLEEVE-DEPTH  : 0.9 meters
 AC6268
 AC6268  HISTORY     - Date     Condition        Report By
 AC6268  HISTORY     - 1996     MONUMENTED       NGS
 AC6268  HISTORY     - 20040609 GOOD             INDIV
 AC6268  HISTORY     - 20050607 GOOD             USPSQD
 AC6268
 AC6268                          STATION DESCRIPTION
 AC6268
 AC6268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6268'IN LA MARQUE, AT THE INTERSECTION OF STATE HIGHWAY 3 AND ANDERSON
 AC6268'STREET, 28.4 M (93.2 FT) NORTH OF THE EXTENDED STREET CENTER, 14.6 M
 AC6268'(47.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 AC6268'RAILROAD, 7.9 M (25.9 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND
 AC6268'LANES OF THE HIGHWAY, 1.0 M (3.3 FT) NORTH OF UTILITY POLE NUMBER
 AC6268'S2046, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AC6268'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AC6268'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC6268'SPECIFICATIONS FOR A CLASS A MARK.
 AC6268
 AC6268                          STATION RECOVERY (2004)
 AC6268
 AC6268'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAA)
 AC6268'RECOVERED AS DESCRIBED
 AC6268
 AC6268                          STATION RECOVERY (2005)
 AC6268
 AC6268'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6268'MARK FOUND AT N29 23 13.2  W094 58 37.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0747 ***********************************************************************
 CE0747  DESIGNATION -  W 1517
 CE0747  PID         -  CE0747
 CE0747  STATE/COUNTY-  TX/EL PASO
 CE0747  USGS QUAD   -  EL PASO (1997)
 CE0747
 CE0747                         *CURRENT SURVEY CONTROL
 CE0747  ___________________________________________________________________
 CE0747* NAD 83(1986)-  31 49 31.     (N)    106 26 41.     (W)     SCALED    
 CE0747* NAVD 88     -      1201.680  (meters)    3942.51   (feet)  ADJUSTED  
 CE0747  ___________________________________________________________________
 CE0747  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CE0747  DYNAMIC HT  -        1199.859 (meters)    3936.54  (feet)  COMP
 CE0747  MODELED GRAV-     979,082.9   (mgal)                       NAVD 88
 CE0747
 CE0747  VERT ORDER  -  FIRST     CLASS I
 CE0747
 CE0747.The horizontal coordinates were scaled from a topographic map and have
 CE0747.an estimated accuracy of +/- 6 seconds.
 CE0747
 CE0747.The orthometric height was determined by differential leveling
 CE0747.and adjusted by the National Geodetic Survey in November 1996..
 CE0747
 CE0747.The geoid height was determined by GEOID03.
 CE0747
 CE0747.The dynamic height is computed by dividing the NAVD 88
 CE0747.geopotential number by the normal gravity value computed on the
 CE0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0747.degrees latitude (g = 980.6199 gals.).
 CE0747
 CE0747.The modeled gravity was interpolated from observed gravity values.
 CE0747
 CE0747;                    North         East    Units  Estimated Accuracy
 CE0747;SPC TX C     - 3,255,190.      121,720.      MT  (+/- 180 meters Scaled)
 CE0747
 CE0747                          SUPERSEDED SURVEY CONTROL
 CE0747
 CE0747.No superseded survey control is available for this station.
 CE0747
 CE0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR632219(NAD 83)
 CE0747_MARKER: I = METAL ROD
 CE0747_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CE0747+WITH SETTING: INFORMATION.
 CE0747_SP_SET: METAL ROD DRIVEN INTO GROUND
 CE0747_STAMPING: W 1517 1993
 CE0747_MARK LOGO: NGS   
 CE0747_PROJECTION: FLUSH
 CE0747_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0747+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0747_ROD/PIPE-DEPTH: 1.3  meters
 CE0747
 CE0747  HISTORY     - Date     Condition        Report By
 CE0747  HISTORY     - 1993     MONUMENTED       NGS
 CE0747
 CE0747                          STATION DESCRIPTION
 CE0747
 CE0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0747'IN EL PASO, AT THE INTERSECTION OF DYER STREET AND FRED WILSON ROAD,
 CE0747'58.6 M (192.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 CE0747'THE STREET, 19.3 M (63.3 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE
 CE0747'OF THE EASTBOUND LANES OF THE ROAD, 16.5 M (54.1 FT) EAST OF A
 CE0747'UTILITY POLE, 1.7 M (5.6 FT) SOUTHWEST OF A CORNER OF A ROCK WALL,
 CE0747'AND 0.4 M (1.3 FT) NORTHWEST OF THE WALL.  NOTE--ACCESS TO THE DATUM
 CE0747'POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL
 CE0747'AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8487 ***********************************************************************
 AC8487  DESIGNATION -  W 1518
 AC8487  PID         -  AC8487
 AC8487  STATE/COUNTY-  TX/NUECES
 AC8487  USGS QUAD   -  OSO CREEK NE (1975)
 AC8487
 AC8487                         *CURRENT SURVEY CONTROL
 AC8487  ___________________________________________________________________
 AC8487* NAD 83(1986)-  27 40 45.     (N)    097 18 36.     (W)     SCALED    
 AC8487* NAVD 88     -         6.223  (meters)      20.42   (feet)  ADJUSTED  
 AC8487  ___________________________________________________________________
 AC8487  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AC8487  DYNAMIC HT  -           6.213 (meters)      20.38  (feet)  COMP
 AC8487  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AC8487
 AC8487  VERT ORDER  -  FIRST     CLASS II
 AC8487
 AC8487.The horizontal coordinates were scaled from a topographic map and have
 AC8487.an estimated accuracy of +/- 6 seconds.
 AC8487
 AC8487.The orthometric height was determined by differential leveling
 AC8487.and adjusted by the National Geodetic Survey in December 1997..
 AC8487
 AC8487.The geoid height was determined by GEOID03.
 AC8487
 AC8487.The dynamic height is computed by dividing the NAVD 88
 AC8487.geopotential number by the normal gravity value computed on the
 AC8487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8487.degrees latitude (g = 980.6199 gals.).
 AC8487
 AC8487.The modeled gravity was interpolated from observed gravity values.
 AC8487
 AC8487;                    North         East    Units  Estimated Accuracy
 AC8487;SPC TX S     - 5,223,530.      417,390.      MT  (+/- 180 meters Scaled)
 AC8487
 AC8487                          SUPERSEDED SURVEY CONTROL
 AC8487
 AC8487.No superseded survey control is available for this station.
 AC8487
 AC8487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR666628(NAD 83)
 AC8487_MARKER: DD = SURVEY DISK
 AC8487_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8487_SP_SET: BRIDGE ABUTMENT
 AC8487_STAMPING: W 1518
 AC8487_MARK LOGO: TXHD  
 AC8487_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8487+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8487
 AC8487  HISTORY     - Date     Condition        Report By
 AC8487  HISTORY     - UNK      MONUMENTED       TXHD
 AC8487  HISTORY     - 19970209 GOOD             NGS
 AC8487
 AC8487                          STATION DESCRIPTION
 AC8487
 AC8487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8487'13.6 KM (8.45 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 FROM THE
 AC8487'JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, IN TOP OF AND 0.4 M
 AC8487'(1.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 AC8487'ABUTMENT OF THE HIGHWAY BRIDGE SPANNING OSO BAY, 10.8 M (35.4 FT)
 AC8487'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 AC8487'THE HIGHWAY, AND 3.9 M (12.8 FT) WEST OF THE WEST END OF A CHAIN-LINK
 AC8487'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8480 ***********************************************************************
 AC8480  DESIGNATION -  W 1519
 AC8480  PID         -  AC8480
 AC8480  STATE/COUNTY-  TX/NUECES
 AC8480  USGS QUAD   -  OSO CREEK NE (1975)
 AC8480
 AC8480                         *CURRENT SURVEY CONTROL
 AC8480  ___________________________________________________________________
 AC8480* NAD 83(1986)-  27 42 27.     (N)    097 17 57.     (W)     SCALED    
 AC8480* NAVD 88     -         0.838  (meters)       2.75   (feet)  ADJUSTED  
 AC8480  ___________________________________________________________________
 AC8480  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AC8480  DYNAMIC HT  -           0.837 (meters)       2.75  (feet)  COMP
 AC8480  MODELED GRAV-     979,128.8   (mgal)                       NAVD 88
 AC8480
 AC8480  VERT ORDER  -  FIRST     CLASS II
 AC8480
 AC8480.The horizontal coordinates were scaled from a topographic map and have
 AC8480.an estimated accuracy of +/- 6 seconds.
 AC8480
 AC8480.The orthometric height was determined by differential leveling
 AC8480.and adjusted by the National Geodetic Survey in December 1997..
 AC8480
 AC8480.The geoid height was determined by GEOID03.
 AC8480
 AC8480.The dynamic height is computed by dividing the NAVD 88
 AC8480.geopotential number by the normal gravity value computed on the
 AC8480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8480.degrees latitude (g = 980.6199 gals.).
 AC8480
 AC8480.The modeled gravity was interpolated from observed gravity values.
 AC8480
 AC8480;                    North         East    Units  Estimated Accuracy
 AC8480;SPC TX S     - 5,226,680.      418,430.      MT  (+/- 180 meters Scaled)
 AC8480
 AC8480                          SUPERSEDED SURVEY CONTROL
 AC8480
 AC8480.No superseded survey control is available for this station.
 AC8480
 AC8480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR676659(NAD 83)
 AC8480_MARKER: I = METAL ROD
 AC8480_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8480_STAMPING: W 1519 1997
 AC8480_MARK LOGO: NGS   
 AC8480_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8480+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8480
 AC8480  HISTORY     - Date     Condition        Report By
 AC8480  HISTORY     - 1997     MONUMENTED       NGS
 AC8480
 AC8480                          STATION DESCRIPTION
 AC8480
 AC8480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8480'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8480'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AC8480'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 3.2 KM (2.00 MI) WESTERLY
 AC8480'ALONG OCEAN DRIVE, 31.8 M (104.3 FT) EAST OF THE NORTHWEST CORNER OF
 AC8480'THE NAVEL AIR STATION, 17.2 M (56.4 FT) SOUTH OF THE DRIVE CENTERLINE,
 AC8480'0.6 M (2.0 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT)
 AC8480'BELOW THE LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS
 AC8480'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC8480'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0183 ***********************************************************************
 CS0183  DESIGNATION -  W 152
 CS0183  PID         -  CS0183
 CS0183  STATE/COUNTY-  TX/KAUFMAN
 CS0183  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0183
 CS0183                         *CURRENT SURVEY CONTROL
 CS0183  ___________________________________________________________________
 CS0183* NAD 83(1986)-  32 44 08.     (N)    096 16 23.     (W)     SCALED    
 CS0183* NAVD 88     -       154.378  (meters)     506.49   (feet)  ADJUSTED  
 CS0183  ___________________________________________________________________
 CS0183  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0183  DYNAMIC HT  -         154.207 (meters)     505.93  (feet)  COMP
 CS0183  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CS0183
 CS0183  VERT ORDER  -  SECOND    CLASS 0
 CS0183
 CS0183.The horizontal coordinates were scaled from a topographic map and have
 CS0183.an estimated accuracy of +/- 6 seconds.
 CS0183
 CS0183.The orthometric height was determined by differential leveling
 CS0183.and adjusted by the National Geodetic Survey in June 1991..
 CS0183
 CS0183.The geoid height was determined by GEOID03.
 CS0183
 CS0183.The dynamic height is computed by dividing the NAVD 88
 CS0183.geopotential number by the normal gravity value computed on the
 CS0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0183.degrees latitude (g = 980.6199 gals.).
 CS0183
 CS0183.The modeled gravity was interpolated from observed gravity values.
 CS0183
 CS0183;                    North         East    Units  Estimated Accuracy
 CS0183;SPC TXNC     - 2,120,740.      808,700.      MT  (+/- 180 meters Scaled)
 CS0183
 CS0183                          SUPERSEDED SURVEY CONTROL
 CS0183
 CS0183  NGVD 29 (??/??/92)  154.390  (m)          506.53   (f) ADJ UNCH    2 0
 CS0183
 CS0183.Superseded values are not recommended for survey control.
 CS0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0183.See file dsdata.txt to determine how the superseded data were derived.
 CS0183
 CS0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB555252(NAD 83)
 CS0183_MARKER: DB = BENCH MARK DISK
 CS0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0183_SP_SET: WALL
 CS0183_STAMPING: W 152 1933 506.443
 CS0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0183
 CS0183  HISTORY     - Date     Condition        Report By
 CS0183  HISTORY     - 1933     MONUMENTED       CGS
 CS0183  HISTORY     - 1952     GOOD             NGS
 CS0183  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0183  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0183
 CS0183                          STATION DESCRIPTION
 CS0183
 CS0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0183'IN TERRELL.
 CS0183'AT TERRELL, AT THE TEXAS AND PACIFIC RAILROAD STATION, 30 FEET WEST OF
 CS0183'THE WEST RAIL OF THE NORTH AND SOUTH TRACK, 2 FEET NORTH OF THE EAST
 CS0183'ENTRANCE TO THE STATION, 4.5 FEET ABOVE THE GROUND, SET VERTICALLY IN
 CS0183'THE EAST WALL OF THE RAILROAD STATION.
 CS0183
 CS0183                          STATION RECOVERY (1988)
 CS0183
 CS0183'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0183'MARK NOT FOUND.
 CS0183
 CS0183                          STATION RECOVERY (1991)
 CS0183
 CS0183'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6875 ***********************************************************************
 AE6875  DESIGNATION -  W 1520
 AE6875  PID         -  AE6875
 AE6875  STATE/COUNTY-  TX/GARZA
 AE6875  USGS QUAD   -  JUSTICEBURG SE (1969)
 AE6875
 AE6875                         *CURRENT SURVEY CONTROL
 AE6875  ___________________________________________________________________
 AE6875* NAD 83(1986)-  33 00 45.     (N)    101 02 25.     (W)     SCALED    
 AE6875* NAVD 88     -       707.473  (meters)    2321.10   (feet)  ADJUSTED  
 AE6875  ___________________________________________________________________
 AE6875  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AE6875  DYNAMIC HT  -         706.579 (meters)    2318.17  (feet)  COMP
 AE6875  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 AE6875
 AE6875  VERT ORDER  -  FIRST     CLASS II
 AE6875
 AE6875.The horizontal coordinates were scaled from a topographic map and have
 AE6875.an estimated accuracy of +/- 6 seconds.
 AE6875
 AE6875.The orthometric height was determined by differential leveling
 AE6875.and adjusted by the National Geodetic Survey in July 2002..
 AE6875
 AE6875.The geoid height was determined by GEOID03.
 AE6875
 AE6875.The dynamic height is computed by dividing the NAVD 88
 AE6875.geopotential number by the normal gravity value computed on the
 AE6875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6875.degrees latitude (g = 980.6199 gals.).
 AE6875
 AE6875.The modeled gravity was interpolated from observed gravity values.
 AE6875
 AE6875;                    North         East    Units  Estimated Accuracy
 AE6875;SPC TXNC     - 2,152,110.      362,690.      MT  (+/- 180 meters Scaled)
 AE6875
 AE6875                          SUPERSEDED SURVEY CONTROL
 AE6875
 AE6875.No superseded survey control is available for this station.
 AE6875
 AE6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB094545(NAD 83)
 AE6875_MARKER: DV = VERTICAL CONTROL DISK
 AE6875_SETTING: 66 = SET IN ROCK OUTCROP
 AE6875_STAMPING: W 1520 1997
 AE6875_MARK LOGO: NGS   
 AE6875_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6875+STABILITY: POSITION/ELEVATION WELL
 AE6875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6875+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6875
 AE6875  HISTORY     - Date     Condition        Report By
 AE6875  HISTORY     - 1997     MONUMENTED       NGS
 AE6875
 AE6875                          STATION DESCRIPTION
 AE6875
 AE6875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6875'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6875'OF STATE HIGHWAY 208 IN SNYDER, THENCE 8.8 KM (5.45 MI) EASTERLY ALONG
 AE6875'A GRAVELED ROAD, NEAR THE SOUTHEAST END OF A 5 BY 49-FOOT AREA OF
 AE6875'OUTCROPPING BEDROCK, 228.0 M (748.0 FT) EAST OF THE CENTER OF A
 AE6875'GRAVELED ROAD LEADING NORTH, 15.6 M (51.2 FT) SOUTH OF THE ROAD
 AE6875'CENTER, 2.2 M (7.2 FT) NORTHWEST OF THE SOUTHEAST END OF THE OUTCROP,
 AE6875'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT)
 AE6875'NORTHWEST OF A WITNESS POST.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 AE6875'JOHN WARD, P.O.  BOX 77, SNYDER, TX 79550, TELEPHONE NUMBER (915)
 AE6875'573-7937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ9026 ***********************************************************************
 AJ9026  DESIGNATION -  W 1520
 AJ9026  PID         -  AJ9026
 AJ9026  STATE/COUNTY-  TX/DEAF SMITH
 AJ9026  USGS QUAD   -  HEREFORD (1970)
 AJ9026
 AJ9026                         *CURRENT SURVEY CONTROL
 AJ9026  ___________________________________________________________________
 AJ9026* NAD 83(1986)-  34 49 23.     (N)    102 28 34.     (W)     SCALED    
 AJ9026* NAVD 88     -      1181.386  (meters)    3875.93   (feet)  ADJUSTED  
 AJ9026  ___________________________________________________________________
 AJ9026  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AJ9026  DYNAMIC HT  -        1179.898 (meters)    3871.05  (feet)  COMP
 AJ9026  MODELED GRAV-     979,334.2   (mgal)                       NAVD 88
 AJ9026
 AJ9026  VERT ORDER  -  FIRST     CLASS II
 AJ9026
 AJ9026.The horizontal coordinates were scaled from a topographic map and have
 AJ9026.an estimated accuracy of +/- 6 seconds.
 AJ9026
 AJ9026.The orthometric height was determined by differential leveling
 AJ9026.and adjusted by the National Geodetic Survey in May 2002..
 AJ9026.No vertical observational check was made to the station.
 AJ9026
 AJ9026.The geoid height was determined by GEOID03.
 AJ9026
 AJ9026.The dynamic height is computed by dividing the NAVD 88
 AJ9026.geopotential number by the normal gravity value computed on the
 AJ9026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9026.degrees latitude (g = 980.6199 gals.).
 AJ9026
 AJ9026.The modeled gravity was interpolated from observed gravity values.
 AJ9026
 AJ9026;                    North         East    Units  Estimated Accuracy
 AJ9026;SPC TX N     - 1,091,750.      110,710.      MT  (+/- 180 meters Scaled)
 AJ9026
 AJ9026                          SUPERSEDED SURVEY CONTROL
 AJ9026
 AJ9026.No superseded survey control is available for this station.
 AJ9026
 AJ9026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU308563(NAD 83)
 AJ9026_MARKER: F = FLANGE-ENCASED ROD
 AJ9026_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ9026_STAMPING: W 1520 2002
 AJ9026_MARK LOGO: NGS   
 AJ9026_PROJECTION: RECESSED 0 CENTIMETERS
 AJ9026_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ9026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9026+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 AJ9026_ROD/PIPE-DEPTH: 5.3  meters
 AJ9026_SLEEVE-DEPTH  : 0.9 meters
 AJ9026
 AJ9026  HISTORY     - Date     Condition        Report By
 AJ9026  HISTORY     - 20020320 MONUMENTED       NGS
 AJ9026
 AJ9026                          STATION DESCRIPTION
 AJ9026
 AJ9026'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ9026'0.8 KM SOUTHWESTERLY  ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION OF
 AJ9026'U.S. HIGHWAY 385 IN
 AJ9026'HEREFORD, THENCE 5.8 KM WESTERLY AND THEN NORTHERLY  ALONG FARM ROAD
 AJ9026'2856,  THENCE 1.6
 AJ9026'KM WESTERLY ALONG FARM ROAD 1058, AT THE JUNCTION OF COUNTY ROAD 11,
 AJ9026'18.9 M NORTH OF
 AJ9026'THE CENTERLINE OF FARM ROAD 1058, 7.6 M EAST OF THE CENTER OF COUNTY
 AJ9026'ROAD 11, 2.9 M WEST
 AJ9026'OF A UTILITY POLE, 0.5 M WEST OF THE SOUTHWEST CORNER OF A  FENCE.
 AJ9026'NOTE--ACCESS TO THE
 AJ9026'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AJ9026'MEET THE
 AJ9026'SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON THE COUNTY ROAD
 AJ9026'RIGHT-OF-WAY.
 AJ9026'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0519 ***********************************************************************
 DM0519  DESIGNATION -  W 153 RESET 1951
 DM0519  PID         -  DM0519
 DM0519  STATE/COUNTY-  TX/DELTA
 DM0519  USGS QUAD   -  KLONDIKE (1964)
 DM0519
 DM0519                         *CURRENT SURVEY CONTROL
 DM0519  ___________________________________________________________________
 DM0519* NAD 83(1986)-  33 15 22.     (N)    095 51 10.     (W)     SCALED    
 DM0519* NAVD 88     -       158.94   (+/-2cm)     521.5    (feet)  VERTCON   
 DM0519  ___________________________________________________________________
 DM0519  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DM0519
 DM0519  VERT ORDER  -  THIRD (See Below)
 DM0519
 DM0519.The horizontal coordinates were scaled from a topographic map and have
 DM0519.an estimated accuracy of +/- 6 seconds.
 DM0519
 DM0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0519.The vertical order pertains to the NGVD 29 superseded value.
 DM0519
 DM0519.The geoid height was determined by GEOID03.
 DM0519
 DM0519;                    North         East    Units  Estimated Accuracy
 DM0519;SPC TXNC     - 2,179,360.      846,620.      MT  (+/- 180 meters Scaled)
 DM0519
 DM0519                          SUPERSEDED SURVEY CONTROL
 DM0519
 DM0519  NGVD 29 (??/??/??)  158.92   (m)          521.4    (f) RESET       3  
 DM0519
 DM0519.Superseded values are not recommended for survey control.
 DM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0519.See file dsdata.txt to determine how the superseded data were derived.
 DM0519
 DM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS342833(NAD 83)
 DM0519_MARKER: DD = SURVEY DISK
 DM0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0519_STAMPING: W 153 1951 RESET
 DM0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0519+STABILITY: SURFACE MOTION
 DM0519
 DM0519  HISTORY     - Date     Condition        Report By
 DM0519  HISTORY     - 1951     MONUMENTED       CGS
 DM0519  HISTORY     - 1964     GOOD             USGS
 DM0519  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 DM0519
 DM0519                          STATION DESCRIPTION
 DM0519
 DM0519'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DM0519'2.6 MI NE FROM COMMERCE.
 DM0519'IN DELTA COUNTY, ABOUT 2.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC
 DM0519'RAILROAD FROM COMMERCE, HUNT COUNTY, ABOUT 2.0 MILES SOUTHWEST OF
 DM0519'HORTON, 49 FEET NORTH OF THE C/L OF THE TRACK, 118 FEET EAST OF THE
 DM0519'CENTER LINE OF ROAD AND IN THE FENCE LINE.  A STANDARD DISK, STAMPED W
 DM0519'153 1951 RESET AND SET IN THE TOP OF A CONCRETE POST.
 DM0519
 DM0519                          STATION RECOVERY (1995)
 DM0519
 DM0519'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0576 ***********************************************************************
 DM0576  DESIGNATION -  W 154
 DM0576  PID         -  DM0576
 DM0576  STATE/COUNTY-  TX/LAMAR
 DM0576  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM0576
 DM0576                         *CURRENT SURVEY CONTROL
 DM0576  ___________________________________________________________________
 DM0576* NAD 83(1986)-  33 48 06.     (N)    095 31 41.     (W)     SCALED    
 DM0576* NAVD 88     -       156.378  (meters)     513.05   (feet)  ADJUSTED  
 DM0576  ___________________________________________________________________
 DM0576  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DM0576  DYNAMIC HT  -         156.214 (meters)     512.51  (feet)  COMP
 DM0576  MODELED GRAV-     979,583.1   (mgal)                       NAVD 88
 DM0576
 DM0576  VERT ORDER  -  SECOND    CLASS 0
 DM0576
 DM0576.The horizontal coordinates were scaled from a topographic map and have
 DM0576.an estimated accuracy of +/- 6 seconds.
 DM0576
 DM0576.The orthometric height was determined by differential leveling
 DM0576.and adjusted by the National Geodetic Survey in June 1991..
 DM0576
 DM0576.The geoid height was determined by GEOID03.
 DM0576
 DM0576.The dynamic height is computed by dividing the NAVD 88
 DM0576.geopotential number by the normal gravity value computed on the
 DM0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0576.degrees latitude (g = 980.6199 gals.).
 DM0576
 DM0576.The modeled gravity was interpolated from observed gravity values.
 DM0576
 DM0576;                    North         East    Units  Estimated Accuracy
 DM0576;SPC TXNC     - 2,240,650.      875,150.      MT  (+/- 180 meters Scaled)
 DM0576
 DM0576                          SUPERSEDED SURVEY CONTROL
 DM0576
 DM0576  NGVD 29 (??/??/92)  156.341  (m)          512.93   (f) ADJ UNCH    2 0
 DM0576
 DM0576.Superseded values are not recommended for survey control.
 DM0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0576.See file dsdata.txt to determine how the superseded data were derived.
 DM0576
 DM0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT659430(NAD 83)
 DM0576_MARKER: DB = BENCH MARK DISK
 DM0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0576_SP_SET: CULVERT
 DM0576_STAMPING: W 154 1933
 DM0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0576
 DM0576  HISTORY     - Date     Condition        Report By
 DM0576  HISTORY     - 1933     MONUMENTED       CGS
 DM0576  HISTORY     - 1944     GOOD             SLSFRR
 DM0576  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 DM0576
 DM0576                          STATION DESCRIPTION
 DM0576
 DM0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0576'11.9 MI N FROM PARIS.
 DM0576'11.9 MILES NORTH OF, ALONG ST. LOUIS SAN FRANCISCO RY.  0.7 MILES
 DM0576'SOUTH OF POWDERLY.  300 FEET SOUTH OF DIRT ROAD CROSSING TRACK. ABOUT
 DM0576'60 FEET WEST OF STATE HIGHWAY NO. 24 C.L.  AT RAILROAD CULVERT, 19
 DM0576'FEET EAST OF TRACK.  TABLET CEMENTED IN TOP OF CONCRETE HEADWALL 6
 DM0576'INCHES FROM SOUTH EDGE.
 DM0576
 DM0576                          STATION RECOVERY (1944)
 DM0576
 DM0576'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0576'RECOVERED IN GOOD CONDITION.
 DM0576
 DM0576                          STATION RECOVERY (1995)
 DM0576
 DM0576'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0459 ***********************************************************************
 DM0459  DESIGNATION -  W 155
 DM0459  PID         -  DM0459
 DM0459  STATE/COUNTY-  TX/TITUS
 DM0459  USGS QUAD   -  TALCO (1964)
 DM0459
 DM0459                         *CURRENT SURVEY CONTROL
 DM0459  ___________________________________________________________________
 DM0459* NAD 83(1986)-  33 21 46.     (N)    095 06 17.     (W)     SCALED    
 DM0459* NAVD 88     -       111.742  (meters)     366.61   (feet)  ADJUSTED  
 DM0459  ___________________________________________________________________
 DM0459  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DM0459  DYNAMIC HT  -         111.623 (meters)     366.22  (feet)  COMP
 DM0459  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 DM0459
 DM0459  VERT ORDER  -  SECOND    CLASS 0
 DM0459
 DM0459.The horizontal coordinates were scaled from a topographic map and have
 DM0459.an estimated accuracy of +/- 6 seconds.
 DM0459
 DM0459.The orthometric height was determined by differential leveling
 DM0459.and adjusted by the National Geodetic Survey in June 1991..
 DM0459
 DM0459.The geoid height was determined by GEOID03.
 DM0459
 DM0459.The dynamic height is computed by dividing the NAVD 88
 DM0459.geopotential number by the normal gravity value computed on the
 DM0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0459.degrees latitude (g = 980.6199 gals.).
 DM0459
 DM0459.The modeled gravity was interpolated from observed gravity values.
 DM0459
 DM0459;                    North         East    Units  Estimated Accuracy
 DM0459;SPC TXNC     - 2,193,190.      915,900.      MT  (+/- 180 meters Scaled)
 DM0459
 DM0459                          SUPERSEDED SURVEY CONTROL
 DM0459
 DM0459  NGVD 29 (??/??/92)  111.747  (m)          366.62   (f) ADJ UNCH    2 0
 DM0459
 DM0459.Superseded values are not recommended for survey control.
 DM0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0459.See file dsdata.txt to determine how the superseded data were derived.
 DM0459
 DM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS041934(NAD 83)
 DM0459_MARKER: DB = BENCH MARK DISK
 DM0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0459_SP_SET: BUILDING
 DM0459_STAMPING: W 155 1933
 DM0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0459
 DM0459  HISTORY     - Date     Condition        Report By
 DM0459  HISTORY     - 1933     MONUMENTED       CGS
 DM0459  HISTORY     - 1943     GOOD             LOCENG
 DM0459
 DM0459                          STATION DESCRIPTION
 DM0459
 DM0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0459'IN TALCO.
 DM0459'TALCO POST OFFICE (IN BUILDING WHICH STANDS AT NORTHWEST CORNER OF
 DM0459'INTERSECTION OF MAIN STREETS), AT NORTHEAST CORNER OF BUILDING, IN
 DM0459'EAST FACE OF BUILDING, 1 FOOT SOUTH OF CORNER OF BUILDING, 2 FEET
 DM0459'ABOVE SIDEWALK.  TABLET CEMENTED IN VERTICAL FACE OF BRICK WALL.
 DM0459'NOTE-- P.O. IS NOW A BANK.
 DM0459
 DM0459                          STATION RECOVERY (1943)
 DM0459
 DM0459'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 DM0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0289 ***********************************************************************
 DM0289  DESIGNATION -  W 156
 DM0289  PID         -  DM0289
 DM0289  STATE/COUNTY-  TX/TITUS
 DM0289  USGS QUAD   -  COOKVILLE (1980)
 DM0289
 DM0289                         *CURRENT SURVEY CONTROL
 DM0289  ___________________________________________________________________
 DM0289* NAD 83(1986)-  33 11 03.     (N)    094 51 22.     (W)     SCALED    
 DM0289* NAVD 88     -       132.292  (meters)     434.03   (feet)  ADJUSTED  
 DM0289  ___________________________________________________________________
 DM0289  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0289  DYNAMIC HT  -         132.148 (meters)     433.56  (feet)  COMP
 DM0289  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 DM0289
 DM0289  VERT ORDER  -  SECOND    CLASS 0
 DM0289
 DM0289.The horizontal coordinates were scaled from a topographic map and have
 DM0289.an estimated accuracy of +/- 6 seconds.
 DM0289
 DM0289.The orthometric height was determined by differential leveling
 DM0289.and adjusted by the National Geodetic Survey in June 1991..
 DM0289
 DM0289.The geoid height was determined by GEOID03.
 DM0289
 DM0289.The dynamic height is computed by dividing the NAVD 88
 DM0289.geopotential number by the normal gravity value computed on the
 DM0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0289.degrees latitude (g = 980.6199 gals.).
 DM0289
 DM0289.The modeled gravity was interpolated from observed gravity values.
 DM0289
 DM0289;                    North         East    Units  Estimated Accuracy
 DM0289;SPC TXNC     - 2,174,170.      939,710.      MT  (+/- 180 meters Scaled)
 DM0289
 DM0289                          SUPERSEDED SURVEY CONTROL
 DM0289
 DM0289  NGVD 29 (??/??/92)  132.296  (m)          434.04   (f) ADJ UNCH    2 0
 DM0289
 DM0289.Superseded values are not recommended for survey control.
 DM0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0289.See file dsdata.txt to determine how the superseded data were derived.
 DM0289
 DM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS269732(NAD 83)
 DM0289_MARKER: DB = BENCH MARK DISK
 DM0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0289_SP_SET: BUILDING
 DM0289_STAMPING: W 156 1933
 DM0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0289
 DM0289  HISTORY     - Date     Condition        Report By
 DM0289  HISTORY     - 1933     MONUMENTED       CGS
 DM0289  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0289
 DM0289                          STATION DESCRIPTION
 DM0289
 DM0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0289'7.2 MI E FROM MT PLEASANT.
 DM0289'7.2 MILES EAST OF, ALONG ST.L.S.W.RY.  COOKVILLE SCHOOL, IN EAST WALL
 DM0289'OF BUILDING, 4 FEET SOUTH AND 2 FEET EAST OF MAIN ENTRANCE, 2 FEET
 DM0289'ABOVE GROUND, 1 FOOT SOUTH OF PROJECTING CORNER.  TABLET CEMENTED IN
 DM0289'VERTICAL FACE OF BRICK WALL.
 DM0289
 DM0289                          STATION RECOVERY (1964)
 DM0289
 DM0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0190 ***********************************************************************
 DM0190  DESIGNATION -  W 157
 DM0190  PID         -  DM0190
 DM0190  STATE/COUNTY-  TX/BOWIE
 DM0190  USGS QUAD   -  WRIGHT PATMAN LAKE (1975)
 DM0190
 DM0190                         *CURRENT SURVEY CONTROL
 DM0190  ___________________________________________________________________
 DM0190* NAD 83(1986)-  33 21 54.     (N)    094 14 14.     (W)     SCALED    
 DM0190* NAVD 88     -        89.662  (meters)     294.17   (feet)  ADJUSTED  
 DM0190  ___________________________________________________________________
 DM0190  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0190  DYNAMIC HT  -          89.566 (meters)     293.85  (feet)  COMP
 DM0190  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DM0190
 DM0190  VERT ORDER  -  SECOND    CLASS 0
 DM0190
 DM0190.The horizontal coordinates were scaled from a topographic map and have
 DM0190.an estimated accuracy of +/- 6 seconds.
 DM0190
 DM0190.The orthometric height was determined by differential leveling
 DM0190.and adjusted by the National Geodetic Survey in June 1991..
 DM0190
 DM0190.The geoid height was determined by GEOID03.
 DM0190
 DM0190.The dynamic height is computed by dividing the NAVD 88
 DM0190.geopotential number by the normal gravity value computed on the
 DM0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0190.degrees latitude (g = 980.6199 gals.).
 DM0190
 DM0190.The modeled gravity was interpolated from observed gravity values.
 DM0190
 DM0190;                    North         East    Units  Estimated Accuracy
 DM0190;SPC TXNC     - 2,196,380.      996,570.      MT  (+/- 180 meters Scaled)
 DM0190
 DM0190                          SUPERSEDED SURVEY CONTROL
 DM0190
 DM0190  NGVD 29 (??/??/92)   89.679  (m)          294.22   (f) ADJ UNCH    2 0
 DM0190
 DM0190.Superseded values are not recommended for survey control.
 DM0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0190.See file dsdata.txt to determine how the superseded data were derived.
 DM0190
 DM0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS848924(NAD 83)
 DM0190_MARKER: DB = BENCH MARK DISK
 DM0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0190_STAMPING: W 157 1934
 DM0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0190+STABILITY: SURFACE MOTION
 DM0190
 DM0190  HISTORY     - Date     Condition        Report By
 DM0190  HISTORY     - 1934     MONUMENTED       CGS
 DM0190  HISTORY     - 1935     GOOD             NGS
 DM0190
 DM0190                          STATION DESCRIPTION
 DM0190
 DM0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0190'1.2 MI E FROM REDWATER.
 DM0190'1.2 MILES EAST OF, ALONG ST. LOUIS SOUTHWESTERN RY.  BETWEEN 20TH AND
 DM0190'21ST TELEGRAPH POST WEST OF MILEPOST 430.  IN SOUTHWEST RIGHT OF WAY
 DM0190'FENCE CORNER, OPPOSITE CATTLE GUARD.  7 YARDS WEST OF DIRT ROAD C.L.
 DM0190'AT TRACK CROSSING.  13 YARDS SOUTH OF TRACK C.L.  TABLET SET IN TOP OF
 DM0190'CONCRETE POST, 2 FEET WEST OF FENCE.  NOTE-- MARK IS UNDERWATER.
 DM0190
 DM0190                          STATION RECOVERY (1935)
 DM0190
 DM0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0048 ***********************************************************************
 CR0048  DESIGNATION -  W 158
 CR0048  PID         -  CR0048
 CR0048  STATE/COUNTY-  TX/CASS
 CR0048  USGS QUAD   -  LANIER (1962)
 CR0048
 CR0048                         *CURRENT SURVEY CONTROL
 CR0048  ___________________________________________________________________
 CR0048* NAD 83(1986)-  32 55 37.     (N)    094 15 36.     (W)     SCALED    
 CR0048* NAVD 88     -        84.027  (meters)     275.68   (feet)  ADJUSTED  
 CR0048  ___________________________________________________________________
 CR0048  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CR0048  DYNAMIC HT  -          83.934 (meters)     275.37  (feet)  COMP
 CR0048  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CR0048
 CR0048  VERT ORDER  -  SECOND    CLASS 0
 CR0048
 CR0048.The horizontal coordinates were scaled from a topographic map and have
 CR0048.an estimated accuracy of +/- 6 seconds.
 CR0048
 CR0048.The orthometric height was determined by differential leveling
 CR0048.and adjusted by the National Geodetic Survey in June 1991..
 CR0048
 CR0048.The geoid height was determined by GEOID03.
 CR0048
 CR0048.The dynamic height is computed by dividing the NAVD 88
 CR0048.geopotential number by the normal gravity value computed on the
 CR0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0048.degrees latitude (g = 980.6199 gals.).
 CR0048
 CR0048.The modeled gravity was interpolated from observed gravity values.
 CR0048
 CR0048;                    North         East    Units  Estimated Accuracy
 CR0048;SPC TXNC     - 2,147,750.      996,410.      MT  (+/- 180 meters Scaled)
 CR0048
 CR0048                          SUPERSEDED SURVEY CONTROL
 CR0048
 CR0048  NGVD 29 (??/??/92)   84.067  (m)          275.81   (f) ADJ UNCH    2 0
 CR0048
 CR0048.Superseded values are not recommended for survey control.
 CR0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0048.See file dsdata.txt to determine how the superseded data were derived.
 CR0048
 CR0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS821438(NAD 83)
 CR0048_MARKER: DB = BENCH MARK DISK
 CR0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0048_STAMPING: 275.810 W 158 1934
 CR0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0048+STABILITY: SURFACE MOTION
 CR0048
 CR0048  HISTORY     - Date     Condition        Report By
 CR0048  HISTORY     - 1934     MONUMENTED       CGS
 CR0048  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0048
 CR0048                          STATION DESCRIPTION
 CR0048
 CR0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0048'1.25 MI S FROM KILDARE.
 CR0048'ABOUT 1-1/4 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 CR0048'KILDARE, CASS COUNTY, BETWEEN THE SIXTH AND SEVENTH POLES SOUTH OF
 CR0048'MILEPOST 38, AT THE SOUTHWEST CORNER OF A ROAD CROSSING, 47 FEET WEST
 CR0048'OF THE CENTER LINE OF THE TRACK, 4 FEET WEST OF A POLE, AND 3 FEET
 CR0048'SOUTHEAST OF THE CORNER FENCE POST.  A STANDARD DISK, STAMPED 275.810
 CR0048'W 158 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CR0048
 CR0048                          STATION RECOVERY (1990)
 CR0048
 CR0048'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFA)
 CR0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0268 ***********************************************************************
 CR0268  DESIGNATION -  W 159
 CR0268  PID         -  CR0268
 CR0268  STATE/COUNTY-  TX/HARRISON
 CR0268  USGS QUAD   -  HALLSVILLE (1961)
 CR0268
 CR0268                         *CURRENT SURVEY CONTROL
 CR0268  ___________________________________________________________________
 CR0268* NAD 83(1986)-  32 30 24.     (N)    094 33 13.     (W)     SCALED    
 CR0268* NAVD 88     -        98.023  (meters)     321.60   (feet)  ADJUSTED  
 CR0268  ___________________________________________________________________
 CR0268  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0268  DYNAMIC HT  -          97.911 (meters)     321.23  (feet)  COMP
 CR0268  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 CR0268
 CR0268  VERT ORDER  -  SECOND    CLASS 0
 CR0268
 CR0268.The horizontal coordinates were scaled from a topographic map and have
 CR0268.an estimated accuracy of +/- 6 seconds.
 CR0268
 CR0268.The orthometric height was determined by differential leveling
 CR0268.and adjusted by the National Geodetic Survey in June 1991..
 CR0268
 CR0268.The geoid height was determined by GEOID03.
 CR0268
 CR0268.The dynamic height is computed by dividing the NAVD 88
 CR0268.geopotential number by the normal gravity value computed on the
 CR0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0268.degrees latitude (g = 980.6199 gals.).
 CR0268
 CR0268.The modeled gravity was interpolated from observed gravity values.
 CR0268
 CR0268;                    North         East    Units  Estimated Accuracy
 CR0268;SPC TXNC     - 2,100,110.      970,720.      MT  (+/- 180 meters Scaled)
 CR0268
 CR0268                          SUPERSEDED SURVEY CONTROL
 CR0268
 CR0268  NGVD 29 (??/??/92)   98.058  (m)          321.71   (f) ADJ UNCH    2 0
 CR0268
 CR0268.Superseded values are not recommended for survey control.
 CR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0268.See file dsdata.txt to determine how the superseded data were derived.
 CR0268
 CR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR540976(NAD 83)
 CR0268_MARKER: DB = BENCH MARK DISK
 CR0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0268_STAMPING: W 159 1934
 CR0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0268+STABILITY: SURFACE MOTION
 CR0268
 CR0268  HISTORY     - Date     Condition        Report By
 CR0268  HISTORY     - 1934     MONUMENTED       CGS
 CR0268  HISTORY     - 1935     GOOD             NGS
 CR0268  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 CR0268
 CR0268                          STATION DESCRIPTION
 CR0268
 CR0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0268'1.2 MI E FROM HALLSVILLE.
 CR0268'1.2 MILES EAST OF, ALONG TEXAS AND PACIFIC R.R. BETWEEN 3RD AND 4TH
 CR0268'TELEGRAPH POST WEST OF MILEPOST 79.  15 FEET EAST OF PRIVATE ROAD
 CR0268'CROSSING TRACK.  12 YARDS SOUTH OF U.S. HIGHWAY 80 (STATE 15).  6 FEET
 CR0268'SOUTH OF RIGHT OF WAY FENCE, AND 13 YARDS NORTH OF TRACK C.L. TABLET
 CR0268'SET IN TOP OF CONCRETE POST.
 CR0268
 CR0268                          STATION RECOVERY (1935)
 CR0268
 CR0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0268'RECOVERED IN GOOD CONDITION.
 CR0268
 CR0268                          STATION RECOVERY (2001)
 CR0268
 CR0268'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CR0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0082 ***********************************************************************
 CD0082  DESIGNATION -  W 16
 CD0082  PID         -  CD0082
 CD0082  STATE/COUNTY-  TX/REEVES
 CD0082  USGS QUAD   -  SAN MARTINE (1970)
 CD0082
 CD0082                         *CURRENT SURVEY CONTROL
 CD0082  ___________________________________________________________________
 CD0082* NAD 83(1986)-  31 09 39.     (N)    104 03 44.     (W)     SCALED    
 CD0082* NAVD 88     -      1135.805  (meters)    3726.39   (feet)  ADJUSTED  
 CD0082  ___________________________________________________________________
 CD0082  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0082  DYNAMIC HT  -        1134.092 (meters)    3720.77  (feet)  COMP
 CD0082  MODELED GRAV-     979,093.0   (mgal)                       NAVD 88
 CD0082
 CD0082  VERT ORDER  -  FIRST     CLASS II
 CD0082
 CD0082.The horizontal coordinates were scaled from a topographic map and have
 CD0082.an estimated accuracy of +/- 6 seconds.
 CD0082
 CD0082.The orthometric height was determined by differential leveling
 CD0082.and adjusted by the National Geodetic Survey in June 1991..
 CD0082
 CD0082.The geoid height was determined by GEOID03.
 CD0082
 CD0082.The dynamic height is computed by dividing the NAVD 88
 CD0082.geopotential number by the normal gravity value computed on the
 CD0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0082.degrees latitude (g = 980.6199 gals.).
 CD0082
 CD0082.The modeled gravity was interpolated from observed gravity values.
 CD0082
 CD0082;                    North         East    Units  Estimated Accuracy
 CD0082;SPC TX C     - 3,171,590.      344,580.      MT  (+/- 180 meters Scaled)
 CD0082
 CD0082                          SUPERSEDED SURVEY CONTROL
 CD0082
 CD0082  NGVD 29 (??/??/92) 1135.387  (m)         3725.02   (f) ADJ UNCH    1 2
 CD0082
 CD0082.Superseded values are not recommended for survey control.
 CD0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0082.See file dsdata.txt to determine how the superseded data were derived.
 CD0082
 CD0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ893478(NAD 83)
 CD0082_MARKER: P = PIPE CAP
 CD0082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0082_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0082_STAMPING: W 16 ELEV 3725.176 FT
 CD0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0082
 CD0082  HISTORY     - Date     Condition        Report By
 CD0082  HISTORY     - UNK      MONUMENTED       CGS
 CD0082  HISTORY     - 1956     GOOD             NGS
 CD0082  HISTORY     - 1970     MARK NOT FOUND   USGS
 CD0082
 CD0082                          STATION DESCRIPTION
 CD0082
 CD0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0082'1.0 MI E FROM SAN MARTINE.
 CD0082'1.0 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0082'FOREMANS HOUSE AT SAN MARTINE, 11 1/2 POLES EAST OF MILEPOST 686, 40.2
 CD0082'FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 8
 CD0082'FEET NORTH OF A FENCE, 8 FEET NORTH OF A WITNESS POST, SCREWED ON THE
 CD0082'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 CD0082'GROUND.
 CD0082
 CD0082                          STATION RECOVERY (1970)
 CD0082
 CD0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CD0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0182 ***********************************************************************
 CR0182  DESIGNATION -  W 160
 CR0182  PID         -  CR0182
 CR0182  STATE/COUNTY-  TX/RUSK
 CR0182  USGS QUAD   -  KILGORE SW (1971)
 CR0182
 CR0182                         *CURRENT SURVEY CONTROL
 CR0182  ___________________________________________________________________
 CR0182* NAD 83(1986)-  32 16 29.     (N)    094 58 35.     (W)     SCALED    
 CR0182* NAVD 88     -       149.198  (meters)     489.49   (feet)  ADJUSTED  
 CR0182  ___________________________________________________________________
 CR0182  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0182  DYNAMIC HT  -         149.024 (meters)     488.92  (feet)  COMP
 CR0182  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 CR0182
 CR0182  VERT ORDER  -  SECOND    CLASS 0
 CR0182
 CR0182.The horizontal coordinates were scaled from a topographic map and have
 CR0182.an estimated accuracy of +/- 6 seconds.
 CR0182
 CR0182.The orthometric height was determined by differential leveling
 CR0182.and adjusted by the National Geodetic Survey in June 1991..
 CR0182
 CR0182.The geoid height was determined by GEOID03.
 CR0182
 CR0182.The dynamic height is computed by dividing the NAVD 88
 CR0182.geopotential number by the normal gravity value computed on the
 CR0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0182.degrees latitude (g = 980.6199 gals.).
 CR0182
 CR0182.The modeled gravity was interpolated from observed gravity values.
 CR0182
 CR0182;                    North         East    Units  Estimated Accuracy
 CR0182;SPC TXNC     - 2,073,000.      931,890.      MT  (+/- 180 meters Scaled)
 CR0182
 CR0182                          SUPERSEDED SURVEY CONTROL
 CR0182
 CR0182  NGVD 29 (??/??/92)  149.216  (m)          489.55   (f) ADJ UNCH    2 0
 CR0182
 CR0182.Superseded values are not recommended for survey control.
 CR0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0182.See file dsdata.txt to determine how the superseded data were derived.
 CR0182
 CR0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR138726(NAD 83)
 CR0182_MARKER: DB = BENCH MARK DISK
 CR0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0182_SP_SET: BUILDING
 CR0182_STAMPING: W-160 1934
 CR0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0182+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 CR0182
 CR0182  HISTORY     - Date     Condition        Report By
 CR0182  HISTORY     - 1934     MONUMENTED       CGS
 CR0182  HISTORY     - 1955     GOOD             NGS
 CR0182  HISTORY     - 20040606 GOOD             USPSQD
 CR0182
 CR0182                          STATION DESCRIPTION
 CR0182
 CR0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0182'13.5 MI NE FROM TROUP.
 CR0182'13.5 MILES NORTHEAST OF, ALONG I. AND G.N.R.R.  IN OVERTON, 800 FEET
 CR0182'SOUTHEAST OF TRACK, 100 FEET SOUTHEAST OF RUSK STREET, IN NORTH
 CR0182'FOOTING OF 100 FOOT TALL WATER TOWER SOUTH OF OVERTON MUNICAPAL
 CR0182'BUILDING ON RUSK AND MAIN STREETS.  TABLET SET HORIZONTAL IN CONCRETE
 CR0182'STAMPED, W-160, 1934.
 CR0182
 CR0182                          STATION RECOVERY (1955)
 CR0182
 CR0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CR0182'RECOVERED IN GOOD CONDITION.
 CR0182
 CR0182                          STATION RECOVERY (2004)
 CR0182
 CR0182'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0521 ***********************************************************************
 CR0521  DESIGNATION -  W 162
 CR0521  PID         -  CR0521
 CR0521  STATE/COUNTY-  TX/HENDERSON
 CR0521  USGS QUAD   -  ATHENS (1984)
 CR0521
 CR0521                         *CURRENT SURVEY CONTROL
 CR0521  ___________________________________________________________________
 CR0521* NAD 83(1986)-  32 11 13.     (N)    095 46 12.     (W)     SCALED    
 CR0521* NAVD 88     -       149.461  (meters)     490.36   (feet)  ADJUSTED  
 CR0521  ___________________________________________________________________
 CR0521  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CR0521  DYNAMIC HT  -         149.286 (meters)     489.78  (feet)  COMP
 CR0521  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 CR0521
 CR0521  VERT ORDER  -  SECOND    CLASS 0
 CR0521
 CR0521.The horizontal coordinates were scaled from a topographic map and have
 CR0521.an estimated accuracy of +/- 6 seconds.
 CR0521
 CR0521.The orthometric height was determined by differential leveling
 CR0521.and adjusted by the National Geodetic Survey in June 1991..
 CR0521
 CR0521.The geoid height was determined by GEOID03.
 CR0521
 CR0521.The dynamic height is computed by dividing the NAVD 88
 CR0521.geopotential number by the normal gravity value computed on the
 CR0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0521.degrees latitude (g = 980.6199 gals.).
 CR0521
 CR0521.The modeled gravity was interpolated from observed gravity values.
 CR0521
 CR0521;                    North         East    Units  Estimated Accuracy
 CR0521;SPC TXNC     - 2,061,040.      857,410.      MT  (+/- 180 meters Scaled)
 CR0521
 CR0521                          SUPERSEDED SURVEY CONTROL
 CR0521
 CR0521  NGVD 29 (??/??/92)  149.472  (m)          490.39   (f) ADJ UNCH    2 0
 CR0521
 CR0521.Superseded values are not recommended for survey control.
 CR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0521.See file dsdata.txt to determine how the superseded data were derived.
 CR0521
 CR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR388645(NAD 83)
 CR0521_MARKER: DB = BENCH MARK DISK
 CR0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0521_STAMPING: W-162 1934
 CR0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0521+STABILITY: SURFACE MOTION
 CR0521
 CR0521  HISTORY     - Date     Condition        Report By
 CR0521  HISTORY     - 1934     MONUMENTED       CGS
 CR0521  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0521
 CR0521                          STATION DESCRIPTION
 CR0521
 CR0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0521'5.5 MI SE FROM ATHENS.
 CR0521'5.5 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  225 FEET NORTHWEST OF
 CR0521'CULVERT MARKED 237 A, 45 FEET NORTHWEST OF ROAD CROSSING, 25 FEET
 CR0521'NORTHWEST OF FENCE RUNNING TO CATTLE GUARD MARKED 237 C, 35 FEET
 CR0521'NORTHEAST OF TRACK, 25 FEET SOUTHWEST OF ROAD AND 10 FEET SOUTHWEST OF
 CR0521'RIGHT OF WAY FENCE.  TABLET SET IN PRECASTED POST STAMPED, W-162,
 CR0521'1934.
 CR0521
 CR0521                          STATION RECOVERY (2004)
 CR0521
 CR0521'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CR0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0538 ***********************************************************************
 BL0538  DESIGNATION -  W 163
 BL0538  PID         -  BL0538
 BL0538  STATE/COUNTY-  TX/POLK
 BL0538  USGS QUAD   -  NEW WILLARD (1984)
 BL0538
 BL0538                         *CURRENT SURVEY CONTROL
 BL0538  ___________________________________________________________________
 BL0538* NAD 83(1986)-  30 48 17.     (N)    094 52 56.     (W)     SCALED    
 BL0538* NAVD 88     -        66.68   (+/-2cm)     218.8    (feet)  VERTCON   
 BL0538  ___________________________________________________________________
 BL0538  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0538
 BL0538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0538
 BL0538.The horizontal coordinates were scaled from a topographic map and have
 BL0538.an estimated accuracy of +/- 6 seconds.
 BL0538
 BL0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0538.The vertical order pertains to the NGVD 29 superseded value.
 BL0538
 BL0538.The geoid height was determined by GEOID03.
 BL0538
 BL0538;                    North         East    Units  Estimated Accuracy
 BL0538;SPC TX C     - 3,138,940.    1,221,400.      MT  (+/- 180 meters Scaled)
 BL0538
 BL0538                          SUPERSEDED SURVEY CONTROL
 BL0538
 BL0538  NGVD 29 (??/??/92)   66.688  (m)          218.79   (f) ADJ UNCH    2 0
 BL0538
 BL0538.Superseded values are not recommended for survey control.
 BL0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0538.See file dsdata.txt to determine how the superseded data were derived.
 BL0538
 BL0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ199094(NAD 83)
 BL0538_MARKER: DB = BENCH MARK DISK
 BL0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0538_SP_SET: CULVERT
 BL0538_STAMPING: W 163 1934 218.897
 BL0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0538
 BL0538  HISTORY     - Date     Condition        Report By
 BL0538  HISTORY     - 1934     MONUMENTED       CGS
 BL0538  HISTORY     - 1947     GOOD             NGS
 BL0538  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0538  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0538
 BL0538                          STATION DESCRIPTION
 BL0538
 BL0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0538'1.2 MI S FROM LEGGETT.
 BL0538'1.2 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BL0538'STATION AT LEGGETT, 14 POLES SOUTH OF MILEPOST 79, APPROXIMATELY 106
 BL0538'YARDS NORTH OF THE SIGNBOARD LEGGETT ONE MILE, 9.3 FEET EAST OF AND
 BL0538'1.5 FEET LOWER THAN THE EAST RAIL OF THE TRACK, SET IN THE TOP OF THE
 BL0538'NORTH END OF THE EAST CONCRETE HEADWALL OF A 30 INCH STEEL CULVERT,
 BL0538'0.6 FOOT SOUTH OF THE NORTH END OF THE HEADWALL, 0.6 FOOT WEST OF THE
 BL0538'EAST FACE OF THE HEADWALL.
 BL0538
 BL0538                          STATION RECOVERY (1990)
 BL0538
 BL0538'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL0538'MARK NOT FOUND.
 BL0538
 BL0538                          STATION RECOVERY (1997)
 BL0538
 BL0538'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0573 ***********************************************************************
 BL0573  DESIGNATION -  W 164
 BL0573  PID         -  BL0573
 BL0573  STATE/COUNTY-  TX/POLK
 BL0573  USGS QUAD   -  SODA (1984)
 BL0573
 BL0573                         *CURRENT SURVEY CONTROL
 BL0573  ___________________________________________________________________
 BL0573* NAD 83(1986)-  30 42 26.     (N)    094 45 51.     (W)     SCALED    
 BL0573* NAVD 88     -       115.00   (+/-2cm)     377.3    (feet)  VERTCON   
 BL0573  ___________________________________________________________________
 BL0573  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0573
 BL0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0573
 BL0573.The horizontal coordinates were scaled from a topographic map and have
 BL0573.an estimated accuracy of +/- 6 seconds.
 BL0573
 BL0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0573.The vertical order pertains to the NGVD 29 superseded value.
 BL0573
 BL0573.The geoid height was determined by GEOID03.
 BL0573
 BL0573;                    North         East    Units  Estimated Accuracy
 BL0573;SPC TX C     - 3,128,700.    1,233,220.      MT  (+/- 180 meters Scaled)
 BL0573
 BL0573                          SUPERSEDED SURVEY CONTROL
 BL0573
 BL0573  NGVD 29 (??/??/92)  115.003  (m)          377.31   (f) ADJ UNCH    2 0
 BL0573
 BL0573.Superseded values are not recommended for survey control.
 BL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0573.See file dsdata.txt to determine how the superseded data were derived.
 BL0573
 BL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP310984(NAD 83)
 BL0573_MARKER: DB = BENCH MARK DISK
 BL0573_SETTING: 0 = UNSPECIFIED SETTING
 BL0573_STAMPING: W 164 1934
 BL0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0573
 BL0573  HISTORY     - Date     Condition        Report By
 BL0573  HISTORY     - 1934     MONUMENTED       CGS
 BL0573  HISTORY     - 1966     GOOD             NGS
 BL0573  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0573
 BL0573                          STATION DESCRIPTION
 BL0573
 BL0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BL0573'10.6 MI E FROM LIVINGSTON.
 BL0573'10.6 MILES EAST ON U.S. HIGHWAY 190 FROM THE POST OFFICE IN
 BL0573'LIVINGSTON.  THENCE NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO A
 BL0573'T-INTERSECTION.  THENCE NORTHWEST ON A GRAVELED ROAD FOR 0.55 MILE TO
 BL0573'THE BENCH MARK ON THE LEFT, 43 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 BL0573'THE GRAVELED ROAD, 75 FEET EAST-SOUTHEAST OF A TWIN TRUNKED LONE PINE
 BL0573'TREE AND 24 FEET SOUTHWEST OF A CORNER FENCE POST.
 BL0573
 BL0573                          STATION RECOVERY (1997)
 BL0573
 BL0573'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0055 ***********************************************************************
 BL0055  DESIGNATION -  W 165
 BL0055  PID         -  BL0055
 BL0055  STATE/COUNTY-  TX/JASPER
 BL0055  USGS QUAD   -  BEECH GROVE (1984)
 BL0055
 BL0055                         *CURRENT SURVEY CONTROL
 BL0055  ___________________________________________________________________
 BL0055* NAD 83(1986)-  30 51 21.     (N)    094 07 19.     (W)     SCALED    
 BL0055* NAVD 88     -        35.60   (+/-2cm)     116.8    (feet)  VERTCON   
 BL0055  ___________________________________________________________________
 BL0055  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BL0055
 BL0055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0055
 BL0055.The horizontal coordinates were scaled from a topographic map and have
 BL0055.an estimated accuracy of +/- 6 seconds.
 BL0055
 BL0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0055.The vertical order pertains to the NGVD 29 superseded value.
 BL0055
 BL0055.The geoid height was determined by GEOID03.
 BL0055
 BL0055;                    North         East    Units  Estimated Accuracy
 BL0055;SPC TX C     - 3,148,410.    1,293,730.      MT  (+/- 180 meters Scaled)
 BL0055
 BL0055                          SUPERSEDED SURVEY CONTROL
 BL0055
 BL0055  NGVD 29 (??/??/92)   35.600  (m)          116.80   (f) ADJ UNCH    2 0
 BL0055
 BL0055.Superseded values are not recommended for survey control.
 BL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0055.See file dsdata.txt to determine how the superseded data were derived.
 BL0055
 BL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ927141(NAD 83)
 BL0055_MARKER: DB = BENCH MARK DISK
 BL0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0055_STAMPING: W 165 1934 116.814
 BL0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0055+STABILITY: SURFACE MOTION
 BL0055
 BL0055  HISTORY     - Date     Condition        Report By
 BL0055  HISTORY     - 1934     MONUMENTED       CGS
 BL0055  HISTORY     - 1952     GOOD             NGS
 BL0055
 BL0055                          STATION DESCRIPTION
 BL0055
 BL0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0055'9.5 MI SW FROM JASPER.
 BL0055'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0055'THENCE 5.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 190, THENCE 0.75 MILE
 BL0055'SOUTH ALONG FARM ROAD 777, 0.35 MILE SOUTH OF THE BEACH GROVE BAPTIST
 BL0055'CHURCH, 106 YARDS NORTHEAST OF A METAL BROODER HOUSE, 99.5 FEET
 BL0055'NORTHEAST OF A LONE 13-INCH PINE TREE, 41.5 FEET EAST OF THE CENTER
 BL0055'LINE OF THE FARM ROAD, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP
 BL0055'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1328 ***********************************************************************
 BL1328  DESIGNATION -  W 166
 BL1328  PID         -  BL1328
 BL1328  STATE/COUNTY-  TX/LIBERTY
 BL1328  USGS QUAD   -  WESTCOTT (1976)
 BL1328
 BL1328                         *CURRENT SURVEY CONTROL
 BL1328  ___________________________________________________________________
 BL1328* NAD 83(1986)-  30 22 37.     (N)    095 00 27.     (W)     SCALED    
 BL1328* NAVD 88     -        46.74   (+/-2cm)     153.3    (feet)  VERTCON   
 BL1328  ___________________________________________________________________
 BL1328  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1328
 BL1328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1328
 BL1328.The horizontal coordinates were scaled from a topographic map and have
 BL1328.an estimated accuracy of +/- 6 seconds.
 BL1328
 BL1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1328.The vertical order pertains to the NGVD 29 superseded value.
 BL1328
 BL1328.The geoid height was determined by GEOID03.
 BL1328
 BL1328;                    North         East    Units  Estimated Accuracy
 BL1328;SPC TX C     - 3,090,990.    1,211,690.      MT  (+/- 180 meters Scaled)
 BL1328
 BL1328                          SUPERSEDED SURVEY CONTROL
 BL1328
 BL1328  NGVD 29 (??/??/92)   46.748  (m)          153.37   (f) ADJ UNCH    2 0
 BL1328
 BL1328.Superseded values are not recommended for survey control.
 BL1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1328.See file dsdata.txt to determine how the superseded data were derived.
 BL1328
 BL1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP070622(NAD 83)
 BL1328_MARKER: DB = BENCH MARK DISK
 BL1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1328_STAMPING: W 166 1934
 BL1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1328+STABILITY: SURFACE MOTION
 BL1328
 BL1328  HISTORY     - Date     Condition        Report By
 BL1328  HISTORY     - 1934     MONUMENTED       CGS
 BL1328
 BL1328                          STATION DESCRIPTION
 BL1328
 BL1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL1328'5.0 MI E FROM CLEVELAND.
 BL1328'5.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BL1328'CLEVELAND, LIBERTY COUNTY, ABOUT 1/4 MILE WEST OF THE STATION AT
 BL1328'PELICAN, 250 FEET WEST OF MILEPOST 100, 42 FEET NORTH OF THE TRACK,
 BL1328'AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 BL1328'W 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0381 ***********************************************************************
 BL0381  DESIGNATION -  W 167
 BL0381  PID         -  BL0381
 BL0381  STATE/COUNTY-  TX/LIBERTY
 BL0381  USGS QUAD   -  LIBERTY (1984)
 BL0381
 BL0381                         *CURRENT SURVEY CONTROL
 BL0381  ___________________________________________________________________
 BL0381* NAD 83(1986)-  30 03 37.     (N)    094 47 49.     (W)     SCALED    
 BL0381* NAVD 88     -        10.189  (meters)      33.43   (feet)  ADJUSTED  
 BL0381  ___________________________________________________________________
 BL0381  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0381  DYNAMIC HT  -          10.176 (meters)      33.39  (feet)  COMP
 BL0381  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 BL0381
 BL0381  VERT ORDER  -  FIRST     CLASS I
 BL0381
 BL0381.The horizontal coordinates were scaled from a topographic map and have
 BL0381.an estimated accuracy of +/- 6 seconds.
 BL0381
 BL0381.The orthometric height was determined by differential leveling
 BL0381.and adjusted by the National Geodetic Survey in June 1991..
 BL0381
 BL0381.The geoid height was determined by GEOID03.
 BL0381
 BL0381.The dynamic height is computed by dividing the NAVD 88
 BL0381.geopotential number by the normal gravity value computed on the
 BL0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0381.degrees latitude (g = 980.6199 gals.).
 BL0381
 BL0381.The modeled gravity was interpolated from observed gravity values.
 BL0381
 BL0381;                    North         East    Units  Estimated Accuracy
 BL0381;SPC TX C     - 3,056,920.    1,233,650.      MT  (+/- 180 meters Scaled)
 BL0381
 BL0381                          SUPERSEDED SURVEY CONTROL
 BL0381
 BL0381  NGVD 29 (12/23/87)   10.192  (m)           33.44   (f) ADJUSTED    1 1
 BL0381
 BL0381.Superseded values are not recommended for survey control.
 BL0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0381.See file dsdata.txt to determine how the superseded data were derived.
 BL0381
 BL0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP267268(NAD 83)
 BL0381_MARKER: DB = BENCH MARK DISK
 BL0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0381_SP_SET: CONCRETE POST
 BL0381_STAMPING: W 167 1934
 BL0381_MARK LOGO: CGS   
 BL0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0381+STABILITY: SURFACE MOTION
 BL0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0381+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 BL0381
 BL0381  HISTORY     - Date     Condition        Report By
 BL0381  HISTORY     - 1934     MONUMENTED       CGS
 BL0381  HISTORY     - 1972     GOOD             NGS
 BL0381  HISTORY     - 1987     GOOD             NGS
 BL0381  HISTORY     - 1988     GOOD             USPSQD
 BL0381  HISTORY     - 1989     GOOD             USPSQD
 BL0381  HISTORY     - 1990     GOOD             USPSQD
 BL0381  HISTORY     - 19960801 GOOD             USPSQD
 BL0381  HISTORY     - 20031004 GOOD             USPSQD
 BL0381  HISTORY     - 20050129 GOOD             USPSQD
 BL0381
 BL0381                          STATION DESCRIPTION
 BL0381
 BL0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0381'IN LIBERTY.
 BL0381'AT LIBERTY, ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 146 (MAIN
 BL0381'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 90, AT THE NORTHWEST CORNER
 BL0381'OF THE INTERSECTION OF MAIN STREET AND SAM HOUSTON AVENUE, 19 FEET
 BL0381'NORTH OF THE NORTH CURB LINE OF THE AVENUE, DIRECTLY IN LINE WITH THE
 BL0381'SOUTH ENTRANCE TO THE COUNTY COURT HOUSE, 5.4 FEET EAST OF THE EAST
 BL0381'EDGE OF THE WEST ONE OF TWO SIDEWALKS, AT THE SOUTH END OF THE FLOWER
 BL0381'BED PLANTED BETWEEN THE TWO SIDEWALKS, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BL0381'THE STREETS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BL0381'FOOT.
 BL0381
 BL0381                          STATION RECOVERY (1987)
 BL0381
 BL0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0381'RECOVERED IN GOOD CONDITION.
 BL0381
 BL0381                          STATION RECOVERY (1988)
 BL0381
 BL0381'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0381'RECOVERED IN GOOD CONDITION.
 BL0381
 BL0381                          STATION RECOVERY (1989)
 BL0381
 BL0381'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0381'RECOVERED IN GOOD CONDITION.
 BL0381
 BL0381                          STATION RECOVERY (1990)
 BL0381
 BL0381'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0381'RECOVERED IN GOOD CONDITION.
 BL0381
 BL0381                          STATION RECOVERY (1996)
 BL0381
 BL0381'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0381'RECOVERED IN GOOD CONDITION.
 BL0381
 BL0381                          STATION RECOVERY (2003)
 BL0381
 BL0381'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0381'RECOVERED IN GOOD CONDITION.
 BL0381
 BL0381                          STATION RECOVERY (2005)
 BL0381
 BL0381'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1616 ***********************************************************************
 AW1616  DESIGNATION -  W 169 RESET
 AW1616  PID         -  AW1616
 AW1616  STATE/COUNTY-  TX/GALVESTON
 AW1616  USGS QUAD   -  TEXAS CITY (1994)
 AW1616
 AW1616                         *CURRENT SURVEY CONTROL
 AW1616  ___________________________________________________________________
 AW1616* NAD 83(1986)-  29 28 46.     (N)    094 58 59.     (W)     SCALED    
 AW1616* NAVD 88     -         2.422  (meters)       7.95   (feet)  ADJUSTED  
 AW1616  ___________________________________________________________________
 AW1616  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1616  DYNAMIC HT  -           2.418 (meters)       7.93  (feet)  COMP
 AW1616  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 AW1616
 AW1616  VERT ORDER  -  FIRST     CLASS II
 AW1616
 AW1616.The horizontal coordinates were scaled from a topographic map and have
 AW1616.an estimated accuracy of +/- 6 seconds.
 AW1616
 AW1616.The orthometric height was determined by differential leveling
 AW1616.and adjusted by the National Geodetic Survey in June 1991..
 AW1616
 AW1616.The geoid height was determined by GEOID03.
 AW1616
 AW1616.The dynamic height is computed by dividing the NAVD 88
 AW1616.geopotential number by the normal gravity value computed on the
 AW1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1616.degrees latitude (g = 980.6199 gals.).
 AW1616
 AW1616.The modeled gravity was interpolated from observed gravity values.
 AW1616
 AW1616;                    North         East    Units  Estimated Accuracy
 AW1616;SPC TXSC     - 4,189,120.      989,460.      MT  (+/- 180 meters Scaled)
 AW1616
 AW1616                          SUPERSEDED SURVEY CONTROL
 AW1616
 AW1616  NGVD 29 (12/23/87)    2.418  (m)            7.93   (f) ADJUSTED    1 2
 AW1616
 AW1616.Superseded values are not recommended for survey control.
 AW1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1616.See file dsdata.txt to determine how the superseded data were derived.
 AW1616
 AW1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN077627(NAD 83)
 AW1616_MARKER: DB = BENCH MARK DISK
 AW1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1616_SP_SET: CONCRETE POST
 AW1616_STAMPING: W 169 RESET 1945
 AW1616_MARK LOGO: CGS   
 AW1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1616+STABILITY: SURFACE MOTION
 AW1616
 AW1616  HISTORY     - Date     Condition        Report By
 AW1616  HISTORY     - 1945     MONUMENTED       CGS
 AW1616  HISTORY     - 1973     GOOD             NGS
 AW1616  HISTORY     - 1978     GOOD             NGS
 AW1616  HISTORY     - 1983     GOOD             NGS
 AW1616  HISTORY     - 1987     GOOD             USPSQD
 AW1616  HISTORY     - 1987     GOOD             USPSQD
 AW1616  HISTORY     - 1987     GOOD             USPSQD
 AW1616  HISTORY     - 1987     GOOD             USPSQD
 AW1616  HISTORY     - 1987     GOOD             USPSQD
 AW1616  HISTORY     - 1987     GOOD             NGS
 AW1616  HISTORY     - 1988     GOOD             USPSQD
 AW1616  HISTORY     - 1988     GOOD             USPSQD
 AW1616  HISTORY     - 1988     GOOD             USPSQD
 AW1616  HISTORY     - 1988     GOOD             USPSQD
 AW1616  HISTORY     - 1988     GOOD             USPSQD
 AW1616  HISTORY     - 1989     GOOD             USPSQD
 AW1616  HISTORY     - 1989     GOOD             USPSQD
 AW1616  HISTORY     - 1989     GOOD             USPSQD
 AW1616  HISTORY     - 1990     GOOD             USPSQD
 AW1616  HISTORY     - 1991     GOOD             USPSQD
 AW1616  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1616  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW1616
 AW1616                          STATION DESCRIPTION
 AW1616
 AW1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1616'4.9 MI SE FROM KEMAH.
 AW1616'ABOUT 4.9 MILES SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1616'KEMAH, ABOUT 0.6 MILE NORTHWEST OF THE INTERSECTION OF FARM RD. 517,
 AW1616'0.2 MILE SOUTHEAST OF THE ENTRANCE TO THE HOUSTON LIGHTING AND POWER
 AW1616'CO. GENERATING STATION, ABOUT 303 FEET SOUTHEAST OF A WARNING SIGNAL
 AW1616'LIGHT AT XING OF SPUR TRACK ACROSS THE HIGHWAY TO THE POWER PLANT, 149
 AW1616'FEET NORTHEAST OF AND ACROSS FROM THE HIGHWAY FROM A SWITCH STAND ON
 AW1616'THE SOUTHERN PACIFIC RAILROAD, 48 FEET NORTHEAST OF THE CENTER LINE OF
 AW1616'THE HIGHWAY, 2 FEET SOUTHWEST OF A FENCE, ABOUT 2 1/2 FEET NORTHWEST
 AW1616'OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 AW1616'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW1616
 AW1616                          STATION RECOVERY (1978)
 AW1616
 AW1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1616'NOTE=POST OFFICE HAS MOVED 0.4 MILE SOUTHEAST.
 AW1616
 AW1616                          STATION RECOVERY (1983)
 AW1616
 AW1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1987)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1987)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1987)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1987)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1987)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1987)
 AW1616
 AW1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1616'RECOVERED IN GOOD CONDITION, CHANGE TO REACH TO READ--2.6 KM (1.6 MI)
 AW1616'SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE JUNCTION OF FARM ROAD 646
 AW1616'IN BACLIFF TO THE MARK ON THE LEFT. ALSO THE MARK IS NOW FLUSH WITH
 AW1616'THE GROUND.
 AW1616
 AW1616                          STATION RECOVERY (1988)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1988)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1988)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1988)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1988)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1989)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1989)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1989)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1990)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1991)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1616'RECOVERED IN GOOD CONDITION.
 AW1616
 AW1616                          STATION RECOVERY (1999)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1616'MARK NOT FOUND.
 AW1616
 AW1616                          STATION RECOVERY (2004)
 AW1616
 AW1616'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1616' 
 AW1616' 
 AW1616' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2829 ***********************************************************************
 AW2829  DESIGNATION -  W 173
 AW2829  PID         -  AW2829
 AW2829  STATE/COUNTY-  TX/CHAMBERS
 AW2829  USGS QUAD   -  ANAHUAC (1993)
 AW2829
 AW2829                         *CURRENT SURVEY CONTROL
 AW2829  ___________________________________________________________________
 AW2829* NAD 83(1986)-  29 50 41.     (N)    094 41 55.     (W)     SCALED    
 AW2829* NAVD 88     -         7.17   (+/-2cm)      23.5    (feet)  VERTCON   
 AW2829  ___________________________________________________________________
 AW2829  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW2829
 AW2829  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2829
 AW2829.The horizontal coordinates were scaled from a topographic map and have
 AW2829.an estimated accuracy of +/- 6 seconds.
 AW2829
 AW2829.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2829.The vertical order pertains to the NGVD 29 superseded value.
 AW2829
 AW2829.The geoid height was determined by GEOID03.
 AW2829
 AW2829;                    North         East    Units  Estimated Accuracy
 AW2829;SPC TXSC     - 4,230,560.    1,015,540.      MT  (+/- 180 meters Scaled)
 AW2829
 AW2829                          SUPERSEDED SURVEY CONTROL
 AW2829
 AW2829  NGVD 29 (??/??/92)    7.17   (m)           23.5    (f) COMPUTED    1 2
 AW2829
 AW2829.Superseded values are not recommended for survey control.
 AW2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2829.See file dsdata.txt to determine how the superseded data were derived.
 AW2829
 AW2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP359027(NAD 83)
 AW2829_MARKER: DB = BENCH MARK DISK
 AW2829_SETTING: 0 = UNSPECIFIED SETTING
 AW2829_STAMPING: W-173- 1936 23.793 FT.
 AW2829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2829
 AW2829  HISTORY     - Date     Condition        Report By
 AW2829  HISTORY     - 1936     MONUMENTED       CGS
 AW2829  HISTORY     - 1942     GOOD             NGS
 AW2829  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2829  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW2829  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2829  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2829  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW2829
 AW2829                          STATION DESCRIPTION
 AW2829
 AW2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW2829'2.7 MI E FROM WALLISVILLE.
 AW2829'TO REACH FROM THE OLD COURT HOUSE AT WALLISVILLE, PROCEED 2.7 MILES
 AW2829'EAST ON A DIRT ROAD TO THE INTERSECTION OF THE ANAHUAC ROAD, THENCE
 AW2829'TURN RIGHT SOUTHEAST GO 0.5 MILE TO A FARM HOUSE ON THE NORTH SIDE OF
 AW2829'ROAD AND AT THE BEGINGING OF A CURVE IN ROAD AND TO SITE OF BENCH
 AW2829'MARK.  BENCH MARK IS ABOUT 200.0 FEET WEST OF A FARM HOUSE, ABOUT
 AW2829'120.0 FEET NORTHWEST OF THE CENTERLINE OF A LANE ROAD TO FARM HOUSE,
 AW2829'IT IS 33.0 FEET NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF ROAD,
 AW2829'1.0 FOOT SOUTH OF A DIAGONAL FENCE AND 2.0 FEET NORTHEAST OF A FENCE
 AW2829'PARALLELING THE ROAD, MONUMENT IS 2.0 FEET EAST OF A 4X4 INCH WHITE
 AW2829'WOODEN MARKER POST AND FLUSH WITH THE GROUND.  NOTE-- THIS BENCH MARK
 AW2829'IS ALSO 18.2 MILES SOUTHEAST OF THE SOUTHERN PACIFIC RAIL-STATION AT
 AW2829'LIBERTY.
 AW2829
 AW2829                          STATION RECOVERY (1973)
 AW2829
 AW2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2829'MARK NOT FOUND.
 AW2829
 AW2829                          STATION RECOVERY (1997)
 AW2829
 AW2829'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2829'MARK NOT FOUND.
 AW2829
 AW2829                          STATION RECOVERY (2001)
 AW2829
 AW2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2829'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2829
 AW2829                          STATION RECOVERY (2004)
 AW2829
 AW2829'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2829'MARK NOT FOUND.
 AW2829
 AW2829                          STATION RECOVERY (2005)
 AW2829
 AW2829'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0593 ***********************************************************************
 AN0593  DESIGNATION -  W 174
 AN0593  PID         -  AN0593
 AN0593  STATE/COUNTY-  TX/CALHOUN
 AN0593  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0593
 AN0593                         *CURRENT SURVEY CONTROL
 AN0593  ___________________________________________________________________
 AN0593* NAD 83(1986)-  28 36 36.     (N)    096 38 45.     (W)     SCALED    
 AN0593* NAVD 88     -         5.83   (+/-2cm)      19.1    (feet)  VERTCON   
 AN0593  ___________________________________________________________________
 AN0593  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN0593
 AN0593  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0593
 AN0593.The horizontal coordinates were scaled from a topographic map and have
 AN0593.an estimated accuracy of +/- 6 seconds.
 AN0593
 AN0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0593.The vertical order pertains to the NGVD 29 superseded value.
 AN0593
 AN0593.The geoid height was determined by GEOID03.
 AN0593
 AN0593;                    North         East    Units  Estimated Accuracy
 AN0593;SPC TXSC     - 4,088,400.      830,210.      MT  (+/- 180 meters Scaled)
 AN0593
 AN0593                          SUPERSEDED SURVEY CONTROL
 AN0593
 AN0593  NGVD 29 (??/??/92)    5.953  (m)           19.53   (f) ADJ UNCH    1 2
 AN0593
 AN0593.Superseded values are not recommended for survey control.
 AN0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0593.See file dsdata.txt to determine how the superseded data were derived.
 AN0593
 AN0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS301670(NAD 83)
 AN0593_MARKER: DB = BENCH MARK DISK
 AN0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0593_STAMPING: W 174 1950
 AN0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0593+STABILITY: SURFACE MOTION
 AN0593
 AN0593  HISTORY     - Date     Condition        Report By
 AN0593  HISTORY     - 1950     MONUMENTED       CGS
 AN0593  HISTORY     - 1963     MARK NOT FOUND   NGS
 AN0593  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0593
 AN0593                          STATION DESCRIPTION
 AN0593
 AN0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN0593'1.4 MI W FROM PORT LAVACA.
 AN0593'1.4 MILES WEST ALONG U.S. HIGHWAY 87 AND STATE HIGHWAY 35 FROM THE
 AN0593'TEXAS AND NEW ORLEANS RAILROAD STATION AT PORT LAVACA, 0.1 MILE WEST
 AN0593'OF THE JUNCTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 35, 66 FEET SOUTH
 AN0593'OF THE CENTER LINE OF U.S. HIGHWAY 87, 116 FEET NORTHWEST OF THE
 AN0593'CENTER LINE OF STATE HIGHWAY 35, 8 FEET EAST OF A POWER POLE, 2 FEET
 AN0593'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AN0593'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AN0593
 AN0593                          STATION RECOVERY (1963)
 AN0593
 AN0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AN0593'MARK NOT FOUND.
 AN0593
 AN0593                          STATION RECOVERY (1998)
 AN0593
 AN0593'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0026 ***********************************************************************
 AH0026  DESIGNATION -  W 175
 AH0026  PID         -  AH0026
 AH0026  STATE/COUNTY-  TX/SAN PATRICIO
 AH0026  USGS QUAD   -  ODEM (1975)
 AH0026
 AH0026                         *CURRENT SURVEY CONTROL
 AH0026  ___________________________________________________________________
 AH0026* NAD 83(1986)-  27 55 34.     (N)    097 35 58.     (W)     SCALED    
 AH0026* NAVD 88     -        14.879  (meters)      48.82   (feet)  ADJUSTED  
 AH0026  ___________________________________________________________________
 AH0026  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AH0026  DYNAMIC HT  -          14.857 (meters)      48.74  (feet)  COMP
 AH0026  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 AH0026
 AH0026  VERT ORDER  -  FIRST     CLASS II
 AH0026
 AH0026.The horizontal coordinates were scaled from a topographic map and have
 AH0026.an estimated accuracy of +/- 6 seconds.
 AH0026
 AH0026.The orthometric height was determined by differential leveling
 AH0026.and adjusted by the National Geodetic Survey in June 1991..
 AH0026
 AH0026.The geoid height was determined by GEOID03.
 AH0026
 AH0026.The dynamic height is computed by dividing the NAVD 88
 AH0026.geopotential number by the normal gravity value computed on the
 AH0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0026.degrees latitude (g = 980.6199 gals.).
 AH0026
 AH0026.The modeled gravity was interpolated from observed gravity values.
 AH0026
 AH0026;                    North         East    Units  Estimated Accuracy
 AH0026;SPC TX S     - 5,250,660.      388,640.      MT  (+/- 180 meters Scaled)
 AH0026
 AH0026                          SUPERSEDED SURVEY CONTROL
 AH0026
 AH0026  NGVD 29 (??/??/92)   15.025  (m)           49.29   (f) ADJ UNCH    1 2
 AH0026
 AH0026.Superseded values are not recommended for survey control.
 AH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0026.See file dsdata.txt to determine how the superseded data were derived.
 AH0026
 AH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR378898(NAD 83)
 AH0026_MARKER: DB = BENCH MARK DISK
 AH0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0026_STAMPING: W 175 1950
 AH0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0026+STABILITY: SURFACE MOTION
 AH0026
 AH0026  HISTORY     - Date     Condition        Report By
 AH0026  HISTORY     - 1950     MONUMENTED       CGS
 AH0026  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0026  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0026
 AH0026                          STATION DESCRIPTION
 AH0026
 AH0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0026'1.9 MI SW FROM ODEM.
 AH0026'1.9 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0026'RAILROAD FROM THE STATION AT ODEM, 0.1 MILE SOUTHEAST OF THE RAILROAD,
 AH0026'AT THE ODEM AIRPORT, 21 FEET SOUTHEAST OF THE EAST CORNER OF THE WEST
 AH0026'HANGAR, 5.5 FEET NORTHEAST OF THE SOUTHEAST END OF A DOOR TRACK, SET
 AH0026'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. NOTE--
 AH0026'NOW THE SOUTHERN PACIFIC LINES.
 AH0026
 AH0026                          STATION RECOVERY (1978)
 AH0026
 AH0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0026'NOT RECOVERED THIS DATE.
 AH0026
 AH0026                          STATION RECOVERY (1996)
 AH0026
 AH0026'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0023 ***********************************************************************
 AH0023  DESIGNATION -  W 176
 AH0023  PID         -  AH0023
 AH0023  STATE/COUNTY-  TX/NUECES
 AH0023  USGS QUAD   -  ROBSTOWN (1975)
 AH0023
 AH0023                         *CURRENT SURVEY CONTROL
 AH0023  ___________________________________________________________________
 AH0023* NAD 83(1986)-  27 47 37.     (N)    097 39 26.     (W)     SCALED    
 AH0023* NAVD 88     -        21.245  (meters)      69.70   (feet)  ADJUSTED  
 AH0023  ___________________________________________________________________
 AH0023  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH0023  DYNAMIC HT  -          21.213 (meters)      69.60  (feet)  COMP
 AH0023  MODELED GRAV-     979,119.3   (mgal)                       NAVD 88
 AH0023
 AH0023  VERT ORDER  -  FIRST     CLASS I
 AH0023
 AH0023.The horizontal coordinates were scaled from a topographic map and have
 AH0023.an estimated accuracy of +/- 6 seconds.
 AH0023
 AH0023.The orthometric height was determined by differential leveling
 AH0023.and adjusted by the National Geodetic Survey in June 1991..
 AH0023.WARNING-Repeat measurements at this control monument indicate possible
 AH0023.vertical movement.
 AH0023
 AH0023.The geoid height was determined by GEOID03.
 AH0023
 AH0023.The dynamic height is computed by dividing the NAVD 88
 AH0023.geopotential number by the normal gravity value computed on the
 AH0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0023.degrees latitude (g = 980.6199 gals.).
 AH0023
 AH0023.The modeled gravity was interpolated from observed gravity values.
 AH0023
 AH0023;                    North         East    Units  Estimated Accuracy
 AH0023;SPC TX S     - 5,235,930.      383,050.      MT  (+/- 180 meters Scaled)
 AH0023
 AH0023                          SUPERSEDED SURVEY CONTROL
 AH0023
 AH0023  NGVD 29 (??/??/92)   21.370  (m)           70.11   (f) ADJ UNCH    1 1
 AH0023
 AH0023.Superseded values are not recommended for survey control.
 AH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0023.See file dsdata.txt to determine how the superseded data were derived.
 AH0023
 AH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR322750(NAD 83)
 AH0023_MARKER: DB = BENCH MARK DISK
 AH0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0023_STAMPING: W 176 1950
 AH0023_MARK LOGO: CGS   
 AH0023_PROJECTION: PROJECTING 15 CENTIMETERS
 AH0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0023+STABILITY: SURFACE MOTION
 AH0023
 AH0023  HISTORY     - Date     Condition        Report By
 AH0023  HISTORY     - 1950     MONUMENTED       CGS
 AH0023  HISTORY     - 1959     GOOD             NGS
 AH0023  HISTORY     - 1968     GOOD             NGS
 AH0023  HISTORY     - 1978     GOOD             NGS
 AH0023  HISTORY     - 1981     GOOD             NGS
 AH0023  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0023
 AH0023                          STATION DESCRIPTION
 AH0023
 AH0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0023'0.6 MI NE FROM ROBSTOWN.
 AH0023'ABOUT 0.6 MILE NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0023'RAILROAD FROM THE STATION AT ROBSTOWN, 45 FEET NORTHWEST OF THE
 AH0023'NORTHWEST RAIL OF THE MAIN TRACK, 2 POLES SOUTHWEST OF THE OVERPASS, 4
 AH0023'FEET NORTHWEST OF MILEPOST 142, ABOUT 5 FEET BELOW THE LEVEL OF THE
 AH0023'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. NOTE--
 AH0023'NOW THE SOUTHERN PACIFIC LINES.
 AH0023
 AH0023                          STATION RECOVERY (1968)
 AH0023
 AH0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AH0023'RECOVERED IN GOOD CONDITION.
 AH0023
 AH0023                          STATION RECOVERY (1978)
 AH0023
 AH0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0023'RECOVERED IN GOOD CONDITION.
 AH0023
 AH0023                          STATION RECOVERY (1981)
 AH0023
 AH0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0023'RECOVERED IN GOOD CONDITION.
 AH0023
 AH0023                          STATION RECOVERY (2001)
 AH0023
 AH0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0023'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0391 ***********************************************************************
 AB0391  DESIGNATION -  W 177
 AB0391  PID         -  AB0391
 AB0391  STATE/COUNTY-  TX/WILLACY
 AB0391  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0391
 AB0391                         *CURRENT SURVEY CONTROL
 AB0391  ___________________________________________________________________
 AB0391* NAD 83(1986)-  26 27 08.     (N)    097 45 18.     (W)     SCALED    
 AB0391* NAVD 88     -         9.417  (meters)      30.90   (feet)  ADJUSTED  
 AB0391  ___________________________________________________________________
 AB0391  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB0391  DYNAMIC HT  -           9.402 (meters)      30.85  (feet)  COMP
 AB0391  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 AB0391
 AB0391  VERT ORDER  -  FIRST     CLASS II
 AB0391
 AB0391.The horizontal coordinates were scaled from a topographic map and have
 AB0391.an estimated accuracy of +/- 6 seconds.
 AB0391
 AB0391.The orthometric height was determined by differential leveling
 AB0391.and adjusted by the National Geodetic Survey in June 1991..
 AB0391
 AB0391.The geoid height was determined by GEOID03.
 AB0391
 AB0391.The dynamic height is computed by dividing the NAVD 88
 AB0391.geopotential number by the normal gravity value computed on the
 AB0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0391.degrees latitude (g = 980.6199 gals.).
 AB0391
 AB0391.The modeled gravity was interpolated from observed gravity values.
 AB0391
 AB0391;                    North         East    Units  Estimated Accuracy
 AB0391;SPC TX S     - 5,087,250.      374,300.      MT  (+/- 180 meters Scaled)
 AB0391
 AB0391                          SUPERSEDED SURVEY CONTROL
 AB0391
 AB0391  NGVD 29 (??/??/92)    9.502  (m)           31.17   (f) ADJ UNCH    1 2
 AB0391
 AB0391.Superseded values are not recommended for survey control.
 AB0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0391.See file dsdata.txt to determine how the superseded data were derived.
 AB0391
 AB0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ241263(NAD 83)
 AB0391_MARKER: DB = BENCH MARK DISK
 AB0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0391_STAMPING: W 177 1951
 AB0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0391+STABILITY: SURFACE MOTION
 AB0391
 AB0391  HISTORY     - Date     Condition        Report By
 AB0391  HISTORY     - 1951     MONUMENTED       CGS
 AB0391  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0391
 AB0391                          STATION DESCRIPTION
 AB0391
 AB0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0391'4.0 MI SE FROM RAYMONDVILLE.
 AB0391'2.0 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM ITS INTERSECTION WITH STATE
 AB0391'HIGHWAY 186 AT RAYMONDVILLE, THENCE 2.0 MILES EAST ALONG A GRADED DIRT
 AB0391'ROAD, BETWEEN TWO POWER POLES, 52 FEET SOUTH OF THE CENTER LINE OF AN
 AB0391'EAST AND WEST ROAD, 17 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 AB0391'SOUTH, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AB0391'POST PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AB0391
 AB0391                          STATION RECOVERY (1981)
 AB0391
 AB0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0391'NOT RECOVERED, POST FOUND LAYING ON SIDE, DISK GONE, CONSIDERED
 AB0391'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0487 ***********************************************************************
 AH0487  DESIGNATION -  W 178
 AH0487  PID         -  AH0487
 AH0487  STATE/COUNTY-  TX/KLEBERG
 AH0487  USGS QUAD   -  RIVIERA (1979)
 AH0487
 AH0487                         *CURRENT SURVEY CONTROL
 AH0487  ___________________________________________________________________
 AH0487* NAD 83(1986)-  27 19 09.     (N)    097 49 16.     (W)     SCALED    
 AH0487* NAVD 88     -        13.181  (meters)      43.24   (feet)  ADJUSTED  
 AH0487  ___________________________________________________________________
 AH0487  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH0487  DYNAMIC HT  -          13.161 (meters)      43.18  (feet)  COMP
 AH0487  MODELED GRAV-     979,093.9   (mgal)                       NAVD 88
 AH0487
 AH0487  VERT ORDER  -  FIRST     CLASS II
 AH0487
 AH0487.The horizontal coordinates were scaled from a topographic map and have
 AH0487.an estimated accuracy of +/- 6 seconds.
 AH0487
 AH0487.The orthometric height was determined by differential leveling
 AH0487.and adjusted by the National Geodetic Survey in June 1991..
 AH0487
 AH0487.The geoid height was determined by GEOID03.
 AH0487
 AH0487.The dynamic height is computed by dividing the NAVD 88
 AH0487.geopotential number by the normal gravity value computed on the
 AH0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0487.degrees latitude (g = 980.6199 gals.).
 AH0487
 AH0487.The modeled gravity was interpolated from observed gravity values.
 AH0487
 AH0487;                    North         East    Units  Estimated Accuracy
 AH0487;SPC TX S     - 5,183,270.      367,190.      MT  (+/- 180 meters Scaled)
 AH0487
 AH0487                          SUPERSEDED SURVEY CONTROL
 AH0487
 AH0487  NGVD 29 (??/??/92)   13.276  (m)           43.56   (f) ADJ UNCH    1 2
 AH0487
 AH0487.Superseded values are not recommended for survey control.
 AH0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0487.See file dsdata.txt to determine how the superseded data were derived.
 AH0487
 AH0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR166223(NAD 83)
 AH0487_MARKER: DB = BENCH MARK DISK
 AH0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0487_STAMPING: W 178 1951
 AH0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0487+STABILITY: SURFACE MOTION
 AH0487
 AH0487  HISTORY     - Date     Condition        Report By
 AH0487  HISTORY     - 1951     MONUMENTED       CGS
 AH0487  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0487  HISTORY     - 1988     GOOD             USPSQD
 AH0487  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AH0487
 AH0487                          STATION DESCRIPTION
 AH0487
 AH0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0487'1.4 MI N FROM RIVIERA.
 AH0487'1.4 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0487'FROM THE STATION AT RIVIERA, 2 POLES NORTH OF MILEPOST 104-20, 51 FEET
 AH0487'WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 39 FEET EAST OF THE EAST
 AH0487'RAIL, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AH0487'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- NOW THE
 AH0487'SOUTHERN PACIFIC LINES.
 AH0487
 AH0487                          STATION RECOVERY (1981)
 AH0487
 AH0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0487'SEARCHED FOR, NOT RECOVERED THIS DATE.
 AH0487
 AH0487                          STATION RECOVERY (1988)
 AH0487
 AH0487'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0487'RECOVERED IN GOOD CONDITION.
 AH0487
 AH0487                          STATION RECOVERY (2004)
 AH0487
 AH0487'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0017 ***********************************************************************
 CE0017  DESIGNATION -  W 18
 CE0017  PID         -  CE0017
 CE0017  STATE/COUNTY-  TX/EL PASO
 CE0017  USGS QUAD   -  CLINT (1995)
 CE0017
 CE0017                         *CURRENT SURVEY CONTROL
 CE0017  ___________________________________________________________________
 CE0017* NAD 83(1986)-  31 35 31.     (N)    106 13 41.     (W)     SCALED    
 CE0017* NAVD 88     -      1108.636  (meters)    3637.25   (feet)  POSTED    
 CE0017  ___________________________________________________________________
 CE0017  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0017  DYNAMIC HT  -        1106.950 (meters)    3631.72  (feet)  COMP
 CE0017  MODELED GRAV-     979,077.5   (mgal)                       NAVD 88
 CE0017
 CE0017  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0017
 CE0017.The horizontal coordinates were scaled from a topographic map and have
 CE0017.an estimated accuracy of +/- 6 seconds.
 CE0017
 CE0017.The orthometric height was determined by differential leveling
 CE0017.and adjusted by the National Geodetic Survey in 1992..
 CE0017.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0017.rate of 0.0 thru 1.0 mm/km.
 CE0017
 CE0017.The geoid height was determined by GEOID03.
 CE0017
 CE0017.The dynamic height is computed by dividing the NAVD 88
 CE0017.geopotential number by the normal gravity value computed on the
 CE0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0017.degrees latitude (g = 980.6199 gals.).
 CE0017
 CE0017.The modeled gravity was interpolated from observed gravity values.
 CE0017
 CE0017;                    North         East    Units  Estimated Accuracy
 CE0017;SPC TX C     - 3,228,250.      140,840.      MT  (+/- 180 meters Scaled)
 CE0017
 CE0017                          SUPERSEDED SURVEY CONTROL
 CE0017
 CE0017.No superseded survey control is available for this station.
 CE0017
 CE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ834958(NAD 83)
 CE0017_MARKER: Z = SEE DESCRIPTION
 CE0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0017_SP_SET: STONE
 CE0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0017+STABILITY: SURFACE MOTION
 CE0017
 CE0017  HISTORY     - Date     Condition        Report By
 CE0017  HISTORY     - UNK      MONUMENTED       CGS
 CE0017  HISTORY     - 1956     MARK NOT FOUND   NGS
 CE0017
 CE0017                          STATION DESCRIPTION
 CE0017
 CE0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0017'IN CLINT.
 CE0017'AT CLINT, EL PASO COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 435
 CE0017'YARDS WEST OF CULVERT 807 B, 40 FEET SOUTH OF THE CENTER LINE OF THE
 CE0017'MAIN TRACK, AND 2 FEET NORTH OF AN OLD COUNTY ROAD.  THE BOTTOM OF A
 CE0017'SQUARE HOLE, IN THE TOP OF A STONE POST LETTERED USBM AND PROJECTING 4
 CE0017'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0682 ***********************************************************************
 CD0682  DESIGNATION -  W 180
 CD0682  PID         -  CD0682
 CD0682  STATE/COUNTY-  TX/HUDSPETH
 CD0682  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0682
 CD0682                         *CURRENT SURVEY CONTROL
 CD0682  ___________________________________________________________________
 CD0682* NAD 83(1986)-  31 50 52.     (N)    105 48 30.     (W)     SCALED    
 CD0682* NAVD 88     -      1601.386  (meters)    5253.88   (feet)  ADJUSTED  
 CD0682  ___________________________________________________________________
 CD0682  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0682  DYNAMIC HT  -        1598.868 (meters)    5245.62  (feet)  COMP
 CD0682  MODELED GRAV-     979,010.1   (mgal)                       NAVD 88
 CD0682
 CD0682  VERT ORDER  -  FIRST     CLASS II
 CD0682
 CD0682.The horizontal coordinates were scaled from a topographic map and have
 CD0682.an estimated accuracy of +/- 6 seconds.
 CD0682
 CD0682.The orthometric height was determined by differential leveling
 CD0682.and adjusted by the National Geodetic Survey in June 1991..
 CD0682
 CD0682.The geoid height was determined by GEOID03.
 CD0682
 CD0682.The dynamic height is computed by dividing the NAVD 88
 CD0682.geopotential number by the normal gravity value computed on the
 CD0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0682.degrees latitude (g = 980.6199 gals.).
 CD0682
 CD0682.The modeled gravity was interpolated from observed gravity values.
 CD0682
 CD0682;                    North         East    Units  Estimated Accuracy
 CD0682;SPC TX C     - 3,254,550.      182,010.      MT  (+/- 180 meters Scaled)
 CD0682
 CD0682                          SUPERSEDED SURVEY CONTROL
 CD0682
 CD0682  NGVD 29 (??/??/92) 1600.613  (m)         5251.34   (f) ADJ UNCH    1 2
 CD0682
 CD0682.Superseded values are not recommended for survey control.
 CD0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0682.See file dsdata.txt to determine how the superseded data were derived.
 CD0682
 CD0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR235238(NAD 83)
 CD0682_MARKER: DB = BENCH MARK DISK
 CD0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0682_STAMPING: W 180 1933
 CD0682_PROJECTION: PROJECTING 38 CENTIMETERS
 CD0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0682+STABILITY: SURFACE MOTION
 CD0682
 CD0682  HISTORY     - Date     Condition        Report By
 CD0682  HISTORY     - 1933     MONUMENTED       CGS
 CD0682  HISTORY     - 1958     GOOD             NGS
 CD0682  HISTORY     - 1981     GOOD             NGS
 CD0682
 CD0682                          STATION DESCRIPTION
 CD0682
 CD0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0682'38.1 MI E FROM EL PASO.
 CD0682'ABOUT 38.1 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0682'OF LOOP 16 AT EL PASO, 129 FEET NORTH OF THE CENTER LINE OF THE
 CD0682'HIGHWAY, 0.2 MILE EAST OF A 5-CHANNEL CONCRETE CULVERT, 0.25 MILE EAST
 CD0682'OF A CURVE IN THE OLD HIGHWAY, 70 FEET NORTH OF THE CENTER LINE OF THE
 CD0682'OLD HIGHWAY, 9 FEET NORTH OF A FENCE, 2 FEET WEST OF A CONCRETE
 CD0682'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CD0682'CONCRETE POST PROJECTING 1 1/2 FEET.
 CD0682
 CD0682                          STATION RECOVERY (1981)
 CD0682
 CD0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0682'61.4 KM (38.15 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0682'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0682'0.3 KM (0.2 MI) EAST OF A 5-CHANNEL CONCRETE BOX CULVERT, 0.2 KM
 CD0682'(0.1 MI) EAST OF A FENCE CORNER AT A JOG IN THE FENCE, 39.9 METERS
 CD0682'(131.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 21.9 METERS
 CD0682'(72.0 FT) NORTH OF THE CENTER OF THE OLD HIGHWAY.
 CD0682'THE MARK IS 2.7 METERS  N FROM  A WITNESS POST AND FENCE
 CD0682'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0434 ***********************************************************************
 CD0434  DESIGNATION -  W 181
 CD0434  PID         -  CD0434
 CD0434  STATE/COUNTY-  TX/HUDSPETH
 CD0434  USGS QUAD   -  SALT FLAT (1984)
 CD0434
 CD0434                         *CURRENT SURVEY CONTROL
 CD0434  ___________________________________________________________________
 CD0434* NAD 83(1986)-  31 44 50.     (N)    105 03 10.     (W)     SCALED    
 CD0434* NAVD 88     -      1107.434  (meters)    3633.31   (feet)  ADJUSTED  
 CD0434  ___________________________________________________________________
 CD0434  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CD0434  DYNAMIC HT  -        1105.787 (meters)    3627.90  (feet)  COMP
 CD0434  MODELED GRAV-     979,115.0   (mgal)                       NAVD 88
 CD0434
 CD0434  VERT ORDER  -  FIRST     CLASS I
 CD0434
 CD0434.The horizontal coordinates were scaled from a topographic map and have
 CD0434.an estimated accuracy of +/- 6 seconds.
 CD0434
 CD0434.The orthometric height was determined by differential leveling
 CD0434.and adjusted by the National Geodetic Survey in June 1991..
 CD0434.WARNING-Repeat measurements at this control monument indicate possible
 CD0434.vertical movement.
 CD0434
 CD0434.The geoid height was determined by GEOID03.
 CD0434
 CD0434.The dynamic height is computed by dividing the NAVD 88
 CD0434.geopotential number by the normal gravity value computed on the
 CD0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0434.degrees latitude (g = 980.6199 gals.).
 CD0434
 CD0434.The modeled gravity was interpolated from observed gravity values.
 CD0434
 CD0434;                    North         East    Units  Estimated Accuracy
 CD0434;SPC TX C     - 3,240,130.      252,980.      MT  (+/- 180 meters Scaled)
 CD0434
 CD0434                          SUPERSEDED SURVEY CONTROL
 CD0434
 CD0434  NGVD 29 (??/??/92) 1106.920  (m)         3631.62   (f) ADJ UNCH    1 1
 CD0434
 CD0434.Superseded values are not recommended for survey control.
 CD0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0434.See file dsdata.txt to determine how the superseded data were derived.
 CD0434
 CD0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR950124(NAD 83)
 CD0434_MARKER: DB = BENCH MARK DISK
 CD0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0434_STAMPING: W 181 1933
 CD0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0434+STABILITY: SURFACE MOTION
 CD0434
 CD0434  HISTORY     - Date     Condition        Report By
 CD0434  HISTORY     - 1933     MONUMENTED       CGS
 CD0434  HISTORY     - 1958     GOOD             NGS
 CD0434  HISTORY     - 1976     GOOD             NGS
 CD0434  HISTORY     - 1977     GOOD             NGS
 CD0434
 CD0434                          STATION DESCRIPTION
 CD0434
 CD0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0434'81.2 MI E FROM EL PASO.
 CD0434'ABOUT 81.2 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0434'OF LOOP 16 AT EL PASO, 76 FEET SOUTH OF THE CENTER LINE OF THE
 CD0434'HIGHWAY, 31 FEET NORTH OF A FENCE, 23 FEET WEST OF A TELEPHONE POLE
 CD0434'AND IN LINE WITH THE ROW OF TELEPHONES POLES, 2 FEET EAST OF A
 CD0434'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF
 CD0434'A CONCRETE POST PROJECTING 6 INCHES.
 CD0434
 CD0434                          STATION RECOVERY (1976)
 CD0434
 CD0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0434'RECOVERED IN GOOD CONDITION.
 CD0434
 CD0434                          STATION RECOVERY (1977)
 CD0434
 CD0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0434'21.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0434'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 2.3 MILES EAST OF THE POST
 CD0434'OFFICE AT SALT FLAT, 75.5 FT. SOUTH OF THE CENTER LINE OF THE
 CD0434'HIGHWAY, 31.5 FT. NORTH OF THE RIGHT OF WAY FENCE, 23 FT. WEST OF
 CD0434'TELEPHONE POLE 81-22. NOTE=WITNESS POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0199 ***********************************************************************
 CV0199  DESIGNATION -  W 182
 CV0199  PID         -  CV0199
 CV0199  STATE/COUNTY-  TX/GAINES
 CV0199  USGS QUAD   -  SEMINOLE (1970)
 CV0199
 CV0199                         *CURRENT SURVEY CONTROL
 CV0199  ___________________________________________________________________
 CV0199* NAD 83(1986)-  32 43 31.     (N)    102 43 11.     (W)     SCALED    
 CV0199* NAVD 88     -      1023.286  (meters)    3357.23   (feet)  ADJUSTED  
 CV0199  ___________________________________________________________________
 CV0199  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 CV0199  DYNAMIC HT  -        1021.904 (meters)    3352.70  (feet)  COMP
 CV0199  MODELED GRAV-     979,252.6   (mgal)                       NAVD 88
 CV0199
 CV0199  VERT ORDER  -  FIRST     CLASS II
 CV0199
 CV0199.The horizontal coordinates were scaled from a topographic map and have
 CV0199.an estimated accuracy of +/- 6 seconds.
 CV0199
 CV0199.The orthometric height was determined by differential leveling
 CV0199.and adjusted by the National Geodetic Survey in June 1991..
 CV0199
 CV0199.The geoid height was determined by GEOID03.
 CV0199
 CV0199.The dynamic height is computed by dividing the NAVD 88
 CV0199.geopotential number by the normal gravity value computed on the
 CV0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0199.degrees latitude (g = 980.6199 gals.).
 CV0199
 CV0199.The modeled gravity was interpolated from observed gravity values.
 CV0199
 CV0199;                    North         East    Units  Estimated Accuracy
 CV0199;SPC TXNC     - 2,125,330.      204,590.      MT  (+/- 180 meters Scaled)
 CV0199
 CV0199                          SUPERSEDED SURVEY CONTROL
 CV0199
 CV0199  NGVD 29 (??/??/92) 1022.974  (m)         3356.21   (f) ADJ UNCH    1 2
 CV0199
 CV0199.Superseded values are not recommended for survey control.
 CV0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0199.See file dsdata.txt to determine how the superseded data were derived.
 CV0199
 CV0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS136231(NAD 83)
 CV0199_MARKER: DB = BENCH MARK DISK
 CV0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0199_STAMPING: W-182 1933
 CV0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0199+STABILITY: SURFACE MOTION
 CV0199
 CV0199  HISTORY     - Date     Condition        Report By
 CV0199  HISTORY     - 1933     MONUMENTED       CGS
 CV0199  HISTORY     - 1934     GOOD             NGS
 CV0199  HISTORY     - 1972     MARK NOT FOUND   NGS
 CV0199
 CV0199                          STATION DESCRIPTION
 CV0199
 CV0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0199'4.9 MI W FROM SEMINOLE.
 CV0199'4.9 MILES WEST OF SEMINOLE COURTHOUSE ON STATE HWY. NO. 83 ABOUT 0.4
 CV0199'MILES EAST OF A ROAD TO A RANCH HOUSE ON THE NORTH SIDE OF THE HWY,
 CV0199'ABOUT 33 FEET SOUTH OF THE CENTERLINE OF THE HWY. ON A GRASSY PRAIRIE,
 CV0199'AND 15 FEET NORTH OF THE FENCE LINE.
 CV0199
 CV0199                          STATION RECOVERY (1972)
 CV0199
 CV0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CV0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0198 ***********************************************************************
 CS0198  DESIGNATION -  W 183
 CS0198  PID         -  CS0198
 CS0198  STATE/COUNTY-  TX/KAUFMAN
 CS0198  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0198
 CS0198                         *CURRENT SURVEY CONTROL
 CS0198  ___________________________________________________________________
 CS0198* NAD 83(1986)-  32 44 21.     (N)    096 24 03.     (W)     SCALED    
 CS0198* NAVD 88     -       148.921  (meters)     488.58   (feet)  ADJUSTED  
 CS0198  ___________________________________________________________________
 CS0198  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0198  DYNAMIC HT  -         148.757 (meters)     488.05  (feet)  COMP
 CS0198  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 CS0198
 CS0198  VERT ORDER  -  SECOND    CLASS 0
 CS0198
 CS0198.The horizontal coordinates were scaled from a topographic map and have
 CS0198.an estimated accuracy of +/- 6 seconds.
 CS0198
 CS0198.The orthometric height was determined by differential leveling
 CS0198.and adjusted by the National Geodetic Survey in June 1991..
 CS0198
 CS0198.The geoid height was determined by GEOID03.
 CS0198
 CS0198.The dynamic height is computed by dividing the NAVD 88
 CS0198.geopotential number by the normal gravity value computed on the
 CS0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0198.degrees latitude (g = 980.6199 gals.).
 CS0198
 CS0198.The modeled gravity was interpolated from observed gravity values.
 CS0198
 CS0198;                    North         East    Units  Estimated Accuracy
 CS0198;SPC TXNC     - 2,120,900.      796,710.      MT  (+/- 180 meters Scaled)
 CS0198
 CS0198                          SUPERSEDED SURVEY CONTROL
 CS0198
 CS0198  NGVD 29 (??/??/92)  148.936  (m)          488.63   (f) ADJ UNCH    2 0
 CS0198
 CS0198.Superseded values are not recommended for survey control.
 CS0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0198.See file dsdata.txt to determine how the superseded data were derived.
 CS0198
 CS0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB435253(NAD 83)
 CS0198_MARKER: DB = BENCH MARK DISK
 CS0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0198_STAMPING: W 183 1952
 CS0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0198+STABILITY: SURFACE MOTION
 CS0198
 CS0198  HISTORY     - Date     Condition        Report By
 CS0198  HISTORY     - 1952     MONUMENTED       CGS
 CS0198  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0198
 CS0198                          STATION DESCRIPTION
 CS0198
 CS0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0198'4.0 MI E FROM FORNEY.
 CS0198'4.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0198'AT FORNEY, 1.0 MILE WEST OF BENCH MARK A 289, 59.4 FEET SOUTH OF THE
 CS0198'CENTER LINE OF U.S. HIGHWAY 80, 58.3 FEET NORTHEAST OF THE NORTHEAST
 CS0198'CORNER OF SEMAPHORE 1897, 26 FEET NORTH OF THE NORTH RAIL, 14 FEET
 CS0198'SOUTHWEST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST, SET IN
 CS0198'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CS0198
 CS0198                          STATION RECOVERY (1961)
 CS0198
 CS0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1416 ***********************************************************************
 CS1416  DESIGNATION -  W 184
 CS1416  PID         -  CS1416
 CS1416  STATE/COUNTY-  TX/DALLAS
 CS1416  USGS QUAD   -  SEAGOVILLE (1973)
 CS1416
 CS1416                         *CURRENT SURVEY CONTROL
 CS1416  ___________________________________________________________________
 CS1416* NAD 83(1986)-  32 44 09.     (N)    096 33 30.     (W)     SCALED    
 CS1416* NAVD 88     -       135.863  (meters)     445.74   (feet)  ADJUSTED  
 CS1416  ___________________________________________________________________
 CS1416  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CS1416  DYNAMIC HT  -         135.712 (meters)     445.25  (feet)  COMP
 CS1416  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CS1416
 CS1416  VERT ORDER  -  SECOND    CLASS 0
 CS1416
 CS1416.The horizontal coordinates were scaled from a topographic map and have
 CS1416.an estimated accuracy of +/- 6 seconds.
 CS1416
 CS1416.The orthometric height was determined by differential leveling
 CS1416.and adjusted by the National Geodetic Survey in June 1991..
 CS1416
 CS1416.The geoid height was determined by GEOID03.
 CS1416
 CS1416.The dynamic height is computed by dividing the NAVD 88
 CS1416.geopotential number by the normal gravity value computed on the
 CS1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1416.degrees latitude (g = 980.6199 gals.).
 CS1416
 CS1416.The modeled gravity was interpolated from observed gravity values.
 CS1416
 CS1416;                    North         East    Units  Estimated Accuracy
 CS1416;SPC TXNC     - 2,120,240.      781,960.      MT  (+/- 180 meters Scaled)
 CS1416
 CS1416                          SUPERSEDED SURVEY CONTROL
 CS1416
 CS1416  NGVD 29 (??/??/92)  135.875  (m)          445.78   (f) ADJ UNCH    2 0
 CS1416
 CS1416.Superseded values are not recommended for survey control.
 CS1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1416.See file dsdata.txt to determine how the superseded data were derived.
 CS1416
 CS1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB287246(NAD 83)
 CS1416_MARKER: DB = BENCH MARK DISK
 CS1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1416_STAMPING: W 184 1952
 CS1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1416+STABILITY: SURFACE MOTION
 CS1416
 CS1416  HISTORY     - Date     Condition        Report By
 CS1416  HISTORY     - 1952     MONUMENTED       CGS
 CS1416  HISTORY     - 1958     GOOD             NGS
 CS1416
 CS1416                          STATION DESCRIPTION
 CS1416
 CS1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1416'4.2 MI SE FROM MESQUITE.
 CS1416'0.3 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS1416'MESQUITE, THENCE 0.8 MILE SOUTH ALONG SOUTH CARVER STREET, THENCE 3.1
 CS1416'MILES SOUTHEAST ALONG AN OILED ROAD, AT THE COLE AIRPORT, 210 FEET
 CS1416'NORTHEAST OF THE NORTHEAST CORNER OF A HANGAR, 22 FEET SOUTHWEST OF
 CS1416'THE SOUTHWEST CORNER OF A SMALL 1 ROOM CABIN, 1 FOOT NORTHWEST OF A
 CS1416'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 CS1416'GROUND.  NOTE-- IT IS IN THE NE CORNER OF THE CULTIVATED FIELD ABOUT
 CS1416'250 FEET N OF THE J M COLE FARM HOUSE.
 CS1416
 CS1416                          STATION RECOVERY (1958)
 CS1416
 CS1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0297 ***********************************************************************
 DN0297  DESIGNATION -  W 185
 DN0297  PID         -  DN0297
 DN0297  STATE/COUNTY-  TX/COLLIN
 DN0297  USGS QUAD   -  MARILEE (1961)
 DN0297
 DN0297                         *CURRENT SURVEY CONTROL
 DN0297  ___________________________________________________________________
 DN0297* NAD 83(1986)-  33 24 00.     (N)    096 45 45.     (W)     SCALED    
 DN0297* NAVD 88     -       207.589  (meters)     681.06   (feet)  ADJUSTED  
 DN0297  ___________________________________________________________________
 DN0297  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 DN0297  DYNAMIC HT  -         207.371 (meters)     680.35  (feet)  COMP
 DN0297  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DN0297
 DN0297  VERT ORDER  -  SECOND    CLASS 0
 DN0297
 DN0297.The horizontal coordinates were scaled from a topographic map and have
 DN0297.an estimated accuracy of +/- 6 seconds.
 DN0297
 DN0297.The orthometric height was determined by differential leveling
 DN0297.and adjusted by the National Geodetic Survey in June 1991..
 DN0297
 DN0297.The geoid height was determined by GEOID03.
 DN0297
 DN0297.The dynamic height is computed by dividing the NAVD 88
 DN0297.geopotential number by the normal gravity value computed on the
 DN0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0297.degrees latitude (g = 980.6199 gals.).
 DN0297
 DN0297.The modeled gravity was interpolated from observed gravity values.
 DN0297
 DN0297;                    North         East    Units  Estimated Accuracy
 DN0297;SPC TXNC     - 2,193,550.      761,610.      MT  (+/- 180 meters Scaled)
 DN0297
 DN0297                          SUPERSEDED SURVEY CONTROL
 DN0297
 DN0297  NGVD 29 (??/??/92)  207.599  (m)          681.10   (f) ADJ UNCH    2 0
 DN0297
 DN0297.Superseded values are not recommended for survey control.
 DN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0297.See file dsdata.txt to determine how the superseded data were derived.
 DN0297
 DN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB080978(NAD 83)
 DN0297_MARKER: DB = BENCH MARK DISK
 DN0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0297_STAMPING: W 185 1952
 DN0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0297+STABILITY: SURFACE MOTION
 DN0297
 DN0297  HISTORY     - Date     Condition        Report By
 DN0297  HISTORY     - 1952     MONUMENTED       CGS
 DN0297  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0297  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0297
 DN0297                          STATION DESCRIPTION
 DN0297
 DN0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0297'3.4 MI S FROM GUNTER.
 DN0297'3.4 MILES SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0297'FROM THE STATION AT GUNTER, 1.0 MILE NORTH OF BENCH MARK V 185, 0.2
 DN0297'MILE SOUTH OF THE STATION SIGN AT MARILEE, 51 FEET WEST OF THE CENTER
 DN0297'LINE OF STATE HIGHWAY 289, 42.4 FEET EAST OF THE EAST RAIL, 5 FEET
 DN0297'NORTH OF A TELEPHONE POLE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE
 DN0297'TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 DN0297
 DN0297                          STATION RECOVERY (1994)
 DN0297
 DN0297'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0297'MARK NOT FOUND.
 DN0297
 DN0297                          STATION RECOVERY (2005)
 DN0297
 DN0297'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0261 ***********************************************************************
 DO0261  DESIGNATION -  W 186
 DO0261  PID         -  DO0261
 DO0261  STATE/COUNTY-  TX/YOUNG
 DO0261  USGS QUAD   -  OLNEY (1981)
 DO0261
 DO0261                         *CURRENT SURVEY CONTROL
 DO0261  ___________________________________________________________________
 DO0261* NAD 83(1986)-  33 22 09.     (N)    098 45 44.     (W)     SCALED    
 DO0261* NAVD 88     -       366.460  (meters)    1202.29   (feet)  ADJUSTED  
 DO0261  ___________________________________________________________________
 DO0261  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0261  DYNAMIC HT  -         366.035 (meters)    1200.90  (feet)  COMP
 DO0261  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 DO0261
 DO0261  VERT ORDER  -  SECOND    CLASS 0
 DO0261
 DO0261.The horizontal coordinates were scaled from a topographic map and have
 DO0261.an estimated accuracy of +/- 6 seconds.
 DO0261
 DO0261.The orthometric height was determined by differential leveling
 DO0261.and adjusted by the National Geodetic Survey in June 1991..
 DO0261
 DO0261.The geoid height was determined by GEOID03.
 DO0261
 DO0261.The dynamic height is computed by dividing the NAVD 88
 DO0261.geopotential number by the normal gravity value computed on the
 DO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0261.degrees latitude (g = 980.6199 gals.).
 DO0261
 DO0261.The modeled gravity was interpolated from observed gravity values.
 DO0261
 DO0261;                    North         East    Units  Estimated Accuracy
 DO0261;SPC TXNC     - 2,188,820.      575,600.      MT  (+/- 180 meters Scaled)
 DO0261
 DO0261                          SUPERSEDED SURVEY CONTROL
 DO0261
 DO0261  NGVD 29 (??/??/92)  366.355  (m)         1201.95   (f) ADJ UNCH    2 0
 DO0261
 DO0261.Superseded values are not recommended for survey control.
 DO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0261.See file dsdata.txt to determine how the superseded data were derived.
 DO0261
 DO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB221922(NAD 83)
 DO0261_MARKER: DB = BENCH MARK DISK
 DO0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0261_SP_SET: LANDING
 DO0261_STAMPING: W 186 1933
 DO0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0261
 DO0261  HISTORY     - Date     Condition        Report By
 DO0261  HISTORY     - 1933     MONUMENTED       CGS
 DO0261  HISTORY     - 1963     GOOD             USGS
 DO0261  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0261  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0261
 DO0261                          STATION DESCRIPTION
 DO0261
 DO0261'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO0261'IN OLNEY.
 DO0261'AT OLNEY, YOUNG COUNTY, AT AVE. K AND HAMILTON STREET, AT THE HIGH
 DO0261'SCHOOL, AT THE NORTH ENTRANCE, AND IN THE TOP OF THE SOUTHEAST CORNER
 DO0261'OF THE SECOND CONCRETE LANDING.  A STANDARD DISK.  STAMPED W 183 1933.
 DO0261
 DO0261                          STATION RECOVERY (2001)
 DO0261
 DO0261'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0261'MARK NOT FOUND.
 DO0261
 DO0261                          STATION RECOVERY (2005)
 DO0261
 DO0261'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0261'HIGH SCHOOL TORN DOWN FOR COMMUNITY CENTER.  HAVE PICTURES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0590 ***********************************************************************
 DO0590  DESIGNATION -  W 187
 DO0590  PID         -  DO0590
 DO0590  STATE/COUNTY-  TX/KNOX
 DO0590  USGS QUAD   -  VERA (1966)
 DO0590
 DO0590                         *CURRENT SURVEY CONTROL
 DO0590  ___________________________________________________________________
 DO0590* NAD 83(1986)-  33 37 52.     (N)    099 32 56.     (W)     SCALED    
 DO0590* NAVD 88     -       441.949  (meters)    1449.96   (feet)  ADJUSTED  
 DO0590  ___________________________________________________________________
 DO0590  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DO0590  DYNAMIC HT  -         441.443 (meters)    1448.30  (feet)  COMP
 DO0590  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 DO0590
 DO0590  VERT ORDER  -  SECOND    CLASS 0
 DO0590
 DO0590.The horizontal coordinates were scaled from a topographic map and have
 DO0590.an estimated accuracy of +/- 6 seconds.
 DO0590
 DO0590.The orthometric height was determined by differential leveling
 DO0590.and adjusted by the National Geodetic Survey in June 1991..
 DO0590
 DO0590.The geoid height was determined by GEOID03.
 DO0590
 DO0590.The dynamic height is computed by dividing the NAVD 88
 DO0590.geopotential number by the normal gravity value computed on the
 DO0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0590.degrees latitude (g = 980.6199 gals.).
 DO0590
 DO0590.The modeled gravity was interpolated from observed gravity values.
 DO0590
 DO0590;                    North         East    Units  Estimated Accuracy
 DO0590;SPC TXNC     - 2,218,330.      502,690.      MT  (+/- 180 meters Scaled)
 DO0590
 DO0590                          SUPERSEDED SURVEY CONTROL
 DO0590
 DO0590  NGVD 29 (??/??/92)  441.818  (m)         1449.53   (f) ADJ UNCH    2 0
 DO0590
 DO0590.Superseded values are not recommended for survey control.
 DO0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0590.See file dsdata.txt to determine how the superseded data were derived.
 DO0590
 DO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC490213(NAD 83)
 DO0590_MARKER: DB = BENCH MARK DISK
 DO0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0590_STAMPING: W-187 1933
 DO0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0590+STABILITY: SURFACE MOTION
 DO0590
 DO0590  HISTORY     - Date     Condition        Report By
 DO0590  HISTORY     - 1933     MONUMENTED       CGS
 DO0590  HISTORY     - 1966     MARK NOT FOUND   USGS
 DO0590
 DO0590                          STATION DESCRIPTION
 DO0590
 DO0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0590'1.1 MI E FROM VERA.
 DO0590'1.1 MILES EAST OF, ALONG HIGHWAY NO. 24 42 FEET SOUTH OF CENTER OF
 DO0590'HIGHWAY, 15 FEET EAST OF CENTER OF NORTH AND SOUTH CROSS ROAD, AT
 DO0590'FENCE CORNER.
 DO0590
 DO0590                          STATION RECOVERY (1966)
 DO0590
 DO0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0211 ***********************************************************************
 CT0211  DESIGNATION -  W 188
 CT0211  PID         -  CT0211
 CT0211  STATE/COUNTY-  TX/EASTLAND
 CT0211  USGS QUAD   -  CISCO NORTH (1987)
 CT0211
 CT0211                         *CURRENT SURVEY CONTROL
 CT0211  ___________________________________________________________________
 CT0211* NAD 83(1986)-  32 23 20.     (N)    098 58 55.     (W)     SCALED    
 CT0211* NAVD 88     -       499.071  (meters)    1637.37   (feet)  ADJUSTED  
 CT0211  ___________________________________________________________________
 CT0211  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 CT0211  DYNAMIC HT  -         498.426 (meters)    1635.25  (feet)  COMP
 CT0211  MODELED GRAV-     979,331.8   (mgal)                       NAVD 88
 CT0211
 CT0211  VERT ORDER  -  FIRST     CLASS II
 CT0211
 CT0211.The horizontal coordinates were scaled from a topographic map and have
 CT0211.an estimated accuracy of +/- 6 seconds.
 CT0211
 CT0211.The orthometric height was determined by differential leveling
 CT0211.and adjusted by the National Geodetic Survey in June 1991..
 CT0211.WARNING-Repeat measurements at this control monument indicate possible
 CT0211.vertical movement.
 CT0211
 CT0211.The geoid height was determined by GEOID03.
 CT0211
 CT0211.The dynamic height is computed by dividing the NAVD 88
 CT0211.geopotential number by the normal gravity value computed on the
 CT0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0211.degrees latitude (g = 980.6199 gals.).
 CT0211
 CT0211.The modeled gravity was interpolated from observed gravity values.
 CT0211
 CT0211;                    North         East    Units  Estimated Accuracy
 CT0211;SPC TXNC     - 2,080,190.      554,660.      MT  (+/- 180 meters Scaled)
 CT0211
 CT0211                          SUPERSEDED SURVEY CONTROL
 CT0211
 CT0211  NGVD 29 (??/??/92)  498.802  (m)         1636.49   (f) ADJ UNCH    1 2
 CT0211
 CT0211.Superseded values are not recommended for survey control.
 CT0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0211.See file dsdata.txt to determine how the superseded data were derived.
 CT0211
 CT0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA016835(NAD 83)
 CT0211_MARKER: DB = BENCH MARK DISK
 CT0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0211_SP_SET: STONE PORCH
 CT0211_STAMPING: W 188 1933
 CT0211_MARK LOGO: CGS   
 CT0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0211
 CT0211  HISTORY     - Date     Condition        Report By
 CT0211  HISTORY     - 1933     MONUMENTED       CGS
 CT0211  HISTORY     - 1983     GOOD             NGS
 CT0211
 CT0211                          STATION DESCRIPTION
 CT0211
 CT0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CT0211'IN CISCO.
 CT0211'AT CISCO, EASTLAND COUNTY, AT THE POST OFFICE, 9 FEET NORTH OF THE
 CT0211'CENTER OF THE EAST ENTRANCE, AND IN THE TOP OF THE EAST EDGE OF THE
 CT0211'STONE PORCH.
 CT0211
 CT0211                          STATION RECOVERY (1983)
 CT0211
 CT0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0211'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CISCO, AT
 CT0211'200 WEST 6TH STREET, IN THE SOUTHEAST EDGE OF THE STONE PORCH OF THE
 CT0211'POST OFFICE, 16.6 METERS (54.5 FT) SOUTHWEST OF THE SOUTHEAST CORNER
 CT0211'OF THE POST OFFICE, 2.9 METERS (9.5 FT) NORTHEAST OF THE CENTER OF THE
 CT0211'SOUTHEAST ENTRANCE STEPS AND 0.3 METERS (1.0 FT) NORTHEAST OF THE
 CT0211'NORTHEAST EDGE OF THE FIRST PILLAR NORTHEAST OF THE STEPS.
 CT0211'THE MARK IS 0.9 M ABOVE A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0205 ***********************************************************************
 DO0205  DESIGNATION -  W 189
 DO0205  PID         -  DO0205
 DO0205  STATE/COUNTY-  TX/JACK
 DO0205  USGS QUAD   -  JACKSBORO (1982)
 DO0205
 DO0205                         *CURRENT SURVEY CONTROL
 DO0205  ___________________________________________________________________
 DO0205* NAD 83(1986)-  33 10 50.     (N)    098 14 53.     (W)     SCALED    
 DO0205* NAVD 88     -       369.558  (meters)    1212.46   (feet)  ADJUSTED  
 DO0205  ___________________________________________________________________
 DO0205  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DO0205  DYNAMIC HT  -         369.129 (meters)    1211.05  (feet)  COMP
 DO0205  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 DO0205
 DO0205  VERT ORDER  -  SECOND    CLASS 0
 DO0205
 DO0205.The horizontal coordinates were scaled from a topographic map and have
 DO0205.an estimated accuracy of +/- 6 seconds.
 DO0205
 DO0205.The orthometric height was determined by differential leveling
 DO0205.and adjusted by the National Geodetic Survey in June 1991..
 DO0205
 DO0205.The geoid height was determined by GEOID03.
 DO0205
 DO0205.The dynamic height is computed by dividing the NAVD 88
 DO0205.geopotential number by the normal gravity value computed on the
 DO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0205.degrees latitude (g = 980.6199 gals.).
 DO0205
 DO0205.The modeled gravity was interpolated from observed gravity values.
 DO0205
 DO0205;                    North         East    Units  Estimated Accuracy
 DO0205;SPC TXNC     - 2,167,900.      623,490.      MT  (+/- 180 meters Scaled)
 DO0205
 DO0205                          SUPERSEDED SURVEY CONTROL
 DO0205
 DO0205  NGVD 29 (??/??/92)  369.476  (m)         1212.19   (f) ADJ UNCH    2 0
 DO0205
 DO0205.Superseded values are not recommended for survey control.
 DO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0205.See file dsdata.txt to determine how the superseded data were derived.
 DO0205
 DO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB701715(NAD 83)
 DO0205_MARKER: DB = BENCH MARK DISK
 DO0205_SETTING: 66 = SET IN ROCK OUTCROP
 DO0205_SP_SET: BEDROCK
 DO0205_STAMPING: W 189 1933
 DO0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0205+STABILITY: POSITION/ELEVATION WELL
 DO0205
 DO0205  HISTORY     - Date     Condition        Report By
 DO0205  HISTORY     - 1933     MONUMENTED       CGS
 DO0205  HISTORY     - 1950     MARK NOT FOUND   NGS
 DO0205  HISTORY     - 1964     MARK NOT FOUND   USGS
 DO0205  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0205
 DO0205                          STATION DESCRIPTION
 DO0205
 DO0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0205'05.6 MI W FROM JACKSBORO.
 DO0205'ABOUT 05.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND GULF RAILWAY,
 DO0205'FROM JACKSBORO, JACK COUNTY, AT MILEPOST 33, 10 FEET SOUTH OF THE
 DO0205'CENTER OF THE TRACKS AND IN THE TOP OF BEDROCK.  A STANDARD DISK
 DO0205'STAMPED W 189 1933.  THE LOCATION OF THIS MARK IS IN A DEEP CUT WHICH
 DO0205'HAS CREEPING SLOPES.  NOTE-- IT MAY BE UNDER THE TALUS SLOPE OR IT MAY
 DO0205'HAVE BEEN REMOVED IN RAILROAD WORK.
 DO0205
 DO0205                          STATION RECOVERY (1964)
 DO0205
 DO0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DO0205'MARK NOT FOUND.
 DO0205
 DO0205                          STATION RECOVERY (2005)
 DO0205
 DO0205'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1071 ***********************************************************************
 FL1071  DESIGNATION -  W 19
 FL1071  PID         -  FL1071
 FL1071  STATE/COUNTY-  TX/POTTER
 FL1071  USGS QUAD   -  AMARILLO EAST (1973)
 FL1071
 FL1071                         *CURRENT SURVEY CONTROL
 FL1071  ___________________________________________________________________
 FL1071* NAD 83(1986)-  35 12 38.     (N)    101 48 45.     (W)     SCALED    
 FL1071* NAVD 88     -      1114.847  (meters)    3657.63   (feet)  ADJUSTED  
 FL1071  ___________________________________________________________________
 FL1071  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL1071  DYNAMIC HT  -        1113.525 (meters)    3653.29  (feet)  COMP
 FL1071  MODELED GRAV-     979,409.7   (mgal)                       NAVD 88
 FL1071
 FL1071  VERT ORDER  -  FIRST     CLASS II
 FL1071
 FL1071.The horizontal coordinates were scaled from a topographic map and have
 FL1071.an estimated accuracy of +/- 6 seconds.
 FL1071
 FL1071.The orthometric height was determined by differential leveling
 FL1071.and adjusted by the National Geodetic Survey in June 1991..
 FL1071.WARNING-Repeat measurements at this control monument indicate possible
 FL1071.vertical movement.
 FL1071
 FL1071.The geoid height was determined by GEOID03.
 FL1071
 FL1071.The dynamic height is computed by dividing the NAVD 88
 FL1071.geopotential number by the normal gravity value computed on the
 FL1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1071.degrees latitude (g = 980.6199 gals.).
 FL1071
 FL1071.The modeled gravity was interpolated from observed gravity values.
 FL1071
 FL1071;                    North         East    Units  Estimated Accuracy
 FL1071;SPC TX N     - 1,134,340.      171,550.      MT  (+/- 180 meters Scaled)
 FL1071
 FL1071                          SUPERSEDED SURVEY CONTROL
 FL1071
 FL1071  NGVD 29 (??/??/92) 1114.317  (m)         3655.89   (f) ADJ UNCH    1 2
 FL1071
 FL1071.Superseded values are not recommended for survey control.
 FL1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1071.See file dsdata.txt to determine how the superseded data were derived.
 FL1071
 FL1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE439000(NAD 83)
 FL1071_MARKER: P = PIPE CAP
 FL1071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL1071_SP_SET: SHALLOW-SET PIPE
 FL1071_MARK LOGO: CGS   
 FL1071_PROJECTION: FLUSH
 FL1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1071_ROD/PIPE-DEPTH: 1.0  meters
 FL1071
 FL1071  HISTORY     - Date     Condition        Report By
 FL1071  HISTORY     - UNK      MONUMENTED       CGS
 FL1071  HISTORY     - 1943     GOOD             NGS
 FL1071  HISTORY     - 1984     GOOD             NGS
 FL1071
 FL1071                          STATION DESCRIPTION
 FL1071
 FL1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1071'0.8 MI E FROM AMARILLO.
 FL1071'0.8 MILE EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL1071'STATION AT AMARILLO, POTTER COUNTY, 18 FEET SOUTHEAST OF THE SOUTHEAST
 FL1071'CORNER OF A LARGE CONCRETE SIGNAL TOWER, AT THE CROSSING OF THE
 FL1071'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AND THE FORT WORTH AND
 FL1071'DENVER CITY RAILWAY TRACKS, 19 PACES SOUTH OF THE SOUTH RAIL OF THE P.
 FL1071'AND S.F. MAIN TRACK, AND 17 PACES NORTH OF THE NORTH RAIL OF THE
 FL1071'C.R.I. AND P. TRACK.  A STANDARD CAP, FASTENED ON THE TOP OF A
 FL1071'3-1/2-INCH IRON PIPE ENCLOSED IN AN 18-BY 18-INCH CONCRETE BOX
 FL1071'PROJECTING 12 INCHES ABOVE GROUND.
 FL1071
 FL1071                          STATION RECOVERY (1984)
 FL1071
 FL1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1071'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3
 FL1071'MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FL1071'INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 3.1 KM (1.95 MI) NORTHEAST
 FL1071'ALONG THE SANTA FE RAILROAD, 18.3 M (60.0 FT) SOUTH OF THE NEAR RAIL,
 FL1071'AND 5.5 M (18.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST
 FL1071'RAILROAD YARD TOWER.
 FL1071'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0762 ***********************************************************************
 DN0762  DESIGNATION -  W 190
 DN0762  PID         -  DN0762
 DN0762  STATE/COUNTY-  TX/WISE
 DN0762  USGS QUAD   -  DECATUR (1972)
 DN0762
 DN0762                         *CURRENT SURVEY CONTROL
 DN0762  ___________________________________________________________________
 DN0762* NAD 83(1986)-  33 14 04.     (N)    097 35 13.     (W)     SCALED    
 DN0762* NAVD 88     -       339.159  (meters)    1112.72   (feet)  ADJUSTED  
 DN0762  ___________________________________________________________________
 DN0762  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DN0762  DYNAMIC HT  -         338.765 (meters)    1111.43  (feet)  COMP
 DN0762  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 DN0762
 DN0762  VERT ORDER  -  FIRST     CLASS II
 DN0762
 DN0762.The horizontal coordinates were scaled from a topographic map and have
 DN0762.an estimated accuracy of +/- 6 seconds.
 DN0762
 DN0762.The orthometric height was determined by differential leveling
 DN0762.and adjusted by the National Geodetic Survey in June 1991..
 DN0762
 DN0762.The geoid height was determined by GEOID03.
 DN0762
 DN0762.The dynamic height is computed by dividing the NAVD 88
 DN0762.geopotential number by the normal gravity value computed on the
 DN0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0762.degrees latitude (g = 980.6199 gals.).
 DN0762
 DN0762.The modeled gravity was interpolated from observed gravity values.
 DN0762
 DN0762;                    North         East    Units  Estimated Accuracy
 DN0762;SPC TXNC     - 2,174,220.      685,090.      MT  (+/- 180 meters Scaled)
 DN0762
 DN0762                          SUPERSEDED SURVEY CONTROL
 DN0762
 DN0762  NGVD 29 (??/??/92)  339.078  (m)         1112.46   (f) ADJ UNCH    1 2
 DN0762
 DN0762.Superseded values are not recommended for survey control.
 DN0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0762.See file dsdata.txt to determine how the superseded data were derived.
 DN0762
 DN0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB316781(NAD 83)
 DN0762_MARKER: DB = BENCH MARK DISK
 DN0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0762_SP_SET: STEP
 DN0762_STAMPING: W 190 1933 1112.472
 DN0762_MARK LOGO: CGS   
 DN0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0762
 DN0762  HISTORY     - Date     Condition        Report By
 DN0762  HISTORY     - 1933     MONUMENTED       CGS
 DN0762  HISTORY     - 1952     GOOD             NGS
 DN0762  HISTORY     - 1984     GOOD             NGS
 DN0762  HISTORY     - 19970927 GOOD             USPSQD
 DN0762
 DN0762                          STATION DESCRIPTION
 DN0762
 DN0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0762'IN DECATUR.
 DN0762'AT DECATUR, SET IN THE TOP OF THE SOUTHWEST END OF THE TOP STEP OF THE
 DN0762'NORTHWEST ENTRANCE TO THE COURTHOUSE, 5.7 FEET SOUTHWEST OF THE CENTER
 DN0762'OF THE ENTRANCE.
 DN0762
 DN0762                          STATION RECOVERY (1984)
 DN0762
 DN0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0762'RECOVERED IN GOOD CONDITION.
 DN0762
 DN0762                          STATION RECOVERY (1997)
 DN0762
 DN0762'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0308 ***********************************************************************
 CT0308  DESIGNATION -  W 191
 CT0308  PID         -  CT0308
 CT0308  STATE/COUNTY-  TX/STEPHENS
 CT0308  USGS QUAD   -  BRECKENRIDGE (1958)
 CT0308
 CT0308                         *CURRENT SURVEY CONTROL
 CT0308  ___________________________________________________________________
 CT0308* NAD 83(1986)-  32 45 20.     (N)    098 54 26.     (W)     SCALED    
 CT0308* NAVD 88     -       372.849  (meters)    1223.26   (feet)  ADJUSTED  
 CT0308  ___________________________________________________________________
 CT0308  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT0308  DYNAMIC HT  -         372.385 (meters)    1221.73  (feet)  COMP
 CT0308  MODELED GRAV-     979,381.6   (mgal)                       NAVD 88
 CT0308
 CT0308  VERT ORDER  -  SECOND    CLASS 0
 CT0308
 CT0308.The horizontal coordinates were scaled from a topographic map and have
 CT0308.an estimated accuracy of +/- 6 seconds.
 CT0308
 CT0308.The orthometric height was determined by differential leveling
 CT0308.and adjusted by the National Geodetic Survey in June 1991..
 CT0308
 CT0308.The geoid height was determined by GEOID03.
 CT0308
 CT0308.The dynamic height is computed by dividing the NAVD 88
 CT0308.geopotential number by the normal gravity value computed on the
 CT0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0308.degrees latitude (g = 980.6199 gals.).
 CT0308
 CT0308.The modeled gravity was interpolated from observed gravity values.
 CT0308
 CT0308;                    North         East    Units  Estimated Accuracy
 CT0308;SPC TXNC     - 2,120,820.      561,840.      MT  (+/- 180 meters Scaled)
 CT0308
 CT0308                          SUPERSEDED SURVEY CONTROL
 CT0308
 CT0308  NGVD 29 (??/??/92)  372.756  (m)         1222.95   (f) ADJ UNCH    2 0
 CT0308
 CT0308.Superseded values are not recommended for survey control.
 CT0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0308.See file dsdata.txt to determine how the superseded data were derived.
 CT0308
 CT0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB086241(NAD 83)
 CT0308_MARKER: DB = BENCH MARK DISK
 CT0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0308_SP_SET: BUILDING
 CT0308_STAMPING: W 191 1933
 CT0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0308
 CT0308  HISTORY     - Date     Condition        Report By
 CT0308  HISTORY     - 1933     MONUMENTED       CGS
 CT0308  HISTORY     - 1957     GOOD             NGS
 CT0308
 CT0308                          STATION DESCRIPTION
 CT0308
 CT0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0308'IN BRECKENRIDGE.
 CT0308'AT BRECKENRIDGE, STEPHENS COUNTY, AT THE INTERSECTION OF WEST WALKER
 CT0308'STREET AND MILLER AVENUE, AT THE FIRST METHODIST CHURCH, AT THE WEST
 CT0308'GRADE ENTRANCE, SOUTH OF THE DOOR, AND IN THE TOP OF THE STEP.  A
 CT0308'STANDARD DISK, STAMPED W 191 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0309 ***********************************************************************
 CT0309  DESIGNATION -  W 191 RESET 1966
 CT0309  PID         -  CT0309
 CT0309  STATE/COUNTY-  TX/STEPHENS
 CT0309  USGS QUAD   -  BRECKENRIDGE (1958)
 CT0309
 CT0309                         *CURRENT SURVEY CONTROL
 CT0309  ___________________________________________________________________
 CT0309* NAD 83(1986)-  32 45 20.     (N)    098 54 26.     (W)     SCALED    
 CT0309* NAVD 88     -       372.44   (+/-2cm)    1221.9    (feet)  VERTCON   
 CT0309  ___________________________________________________________________
 CT0309  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT0309
 CT0309  VERT ORDER  -  THIRD (See Below)
 CT0309
 CT0309.The horizontal coordinates were scaled from a topographic map and have
 CT0309.an estimated accuracy of +/- 6 seconds.
 CT0309
 CT0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0309.The vertical order pertains to the NGVD 29 superseded value.
 CT0309
 CT0309.The geoid height was determined by GEOID03.
 CT0309
 CT0309;                    North         East    Units  Estimated Accuracy
 CT0309;SPC TXNC     - 2,120,820.      561,840.      MT  (+/- 180 meters Scaled)
 CT0309
 CT0309                          SUPERSEDED SURVEY CONTROL
 CT0309
 CT0309  NGVD 29 (??/??/??)  372.35   (m)         1221.6    (f) RESET       3  
 CT0309
 CT0309.Superseded values are not recommended for survey control.
 CT0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0309.See file dsdata.txt to determine how the superseded data were derived.
 CT0309
 CT0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB086241(NAD 83)
 CT0309_MARKER: DB = BENCH MARK DISK
 CT0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0309_SP_SET: SIDEWALK
 CT0309_STAMPING: W 191 1966
 CT0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0309
 CT0309  HISTORY     - Date     Condition        Report By
 CT0309  HISTORY     - 1966     MONUMENTED       LOCSUR
 CT0309  HISTORY     - 1968     GOOD             LOCSUR
 CT0309
 CT0309                          STATION DESCRIPTION
 CT0309
 CT0309'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 CT0309'IN BRECKENRIDGE.
 CT0309'AT BRECKENRIDGE, AT THE INTERSECTION OF WEST WALKER STREET AND MILLER
 CT0309'AVENUE, AT THE FIRST METHODIST CHURCH, AT THE WEST ENTRANCE, IN THE
 CT0309'TOP OF THE CONCRETE SIDEWALK, NEAR THE NORTH EDGE AND APPROXIMATELY 1
 CT0309'FOOT WEST OF THE CHURCH WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0795 ***********************************************************************
 CT0795  DESIGNATION -  W 192
 CT0795  PID         -  CT0795
 CT0795  STATE/COUNTY-  TX/JONES
 CT0795  USGS QUAD   -  STAMFORD (1965)
 CT0795
 CT0795                         *CURRENT SURVEY CONTROL
 CT0795  ___________________________________________________________________
 CT0795* NAD 83(1986)-  32 55 23.     (N)    099 46 47.     (W)     SCALED    
 CT0795* NAVD 88     -       485.756  (meters)    1593.68   (feet)  ADJUSTED  
 CT0795  ___________________________________________________________________
 CT0795  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CT0795  DYNAMIC HT  -         485.140 (meters)    1591.66  (feet)  COMP
 CT0795  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 CT0795
 CT0795  VERT ORDER  -  SECOND    CLASS 0
 CT0795
 CT0795.The horizontal coordinates were scaled from a topographic map and have
 CT0795.an estimated accuracy of +/- 6 seconds.
 CT0795
 CT0795.The orthometric height was determined by differential leveling
 CT0795.and adjusted by the National Geodetic Survey in June 1991..
 CT0795
 CT0795.The geoid height was determined by GEOID03.
 CT0795
 CT0795.The dynamic height is computed by dividing the NAVD 88
 CT0795.geopotential number by the normal gravity value computed on the
 CT0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0795.degrees latitude (g = 980.6199 gals.).
 CT0795
 CT0795.The modeled gravity was interpolated from observed gravity values.
 CT0795
 CT0795;                    North         East    Units  Estimated Accuracy
 CT0795;SPC TXNC     - 2,140,050.      480,320.      MT  (+/- 180 meters Scaled)
 CT0795
 CT0795                          SUPERSEDED SURVEY CONTROL
 CT0795
 CT0795  NGVD 29 (??/??/92)  485.592  (m)         1593.15   (f) ADJ UNCH    2 0
 CT0795
 CT0795.Superseded values are not recommended for survey control.
 CT0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0795.See file dsdata.txt to determine how the superseded data were derived.
 CT0795
 CT0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB270430(NAD 83)
 CT0795_MARKER: DB = BENCH MARK DISK
 CT0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0795_STAMPING: W 192 1933
 CT0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0795+STABILITY: SURFACE MOTION
 CT0795
 CT0795  HISTORY     - Date     Condition        Report By
 CT0795  HISTORY     - 1933     MONUMENTED       CGS
 CT0795  HISTORY     - 1958     GOOD             NGS
 CT0795
 CT0795                          STATION DESCRIPTION
 CT0795
 CT0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0795'1.7 MI SE FROM STAMFORD.
 CT0795'1.7 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0795'FROM STAMFORD, JONES COUNTY, 0.3 MILE EAST OF MILEPOST 225, AT A ROAD
 CT0795'CROSSING.  40 FEET NORTH OF THE CENTER LINE OF THE TRACK, 30 FEET WEST
 CT0795'OF THE CROSSING, AND 12 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 CT0795'STAMPED W 192 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0228 ***********************************************************************
 CT0228  DESIGNATION -  W 193
 CT0228  PID         -  CT0228
 CT0228  STATE/COUNTY-  TX/COMANCHE
 CT0228  USGS QUAD   -  RUCKER (1968)
 CT0228
 CT0228                         *CURRENT SURVEY CONTROL
 CT0228  ___________________________________________________________________
 CT0228* NAD 83(1986)-  32 10 12.     (N)    098 36 30.     (W)     SCALED    
 CT0228* NAVD 88     -       420.393  (meters)    1379.24   (feet)  ADJUSTED  
 CT0228  ___________________________________________________________________
 CT0228  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CT0228  DYNAMIC HT  -         419.855 (meters)    1377.47  (feet)  COMP
 CT0228  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 CT0228
 CT0228  VERT ORDER  -  SECOND    CLASS 0
 CT0228
 CT0228.The horizontal coordinates were scaled from a topographic map and have
 CT0228.an estimated accuracy of +/- 6 seconds.
 CT0228
 CT0228.The orthometric height was determined by differential leveling
 CT0228.and adjusted by the National Geodetic Survey in June 1991..
 CT0228
 CT0228.The geoid height was determined by GEOID03.
 CT0228
 CT0228.The dynamic height is computed by dividing the NAVD 88
 CT0228.geopotential number by the normal gravity value computed on the
 CT0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0228.degrees latitude (g = 980.6199 gals.).
 CT0228
 CT0228.The modeled gravity was interpolated from observed gravity values.
 CT0228
 CT0228;                    North         East    Units  Estimated Accuracy
 CT0228;SPC TX C     - 3,278,790.      862,710.      MT  (+/- 180 meters Scaled)
 CT0228
 CT0228                          SUPERSEDED SURVEY CONTROL
 CT0228
 CT0228  NGVD 29 (??/??/92)  420.298  (m)         1378.93   (f) ADJ UNCH    2 0
 CT0228
 CT0228.Superseded values are not recommended for survey control.
 CT0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0228.See file dsdata.txt to determine how the superseded data were derived.
 CT0228
 CT0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA369593(NAD 83)
 CT0228_MARKER: DB = BENCH MARK DISK
 CT0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0228+STABILITY: SURFACE MOTION
 CT0228
 CT0228  HISTORY     - Date     Condition        Report By
 CT0228  HISTORY     - UNK      MONUMENTED       CGS
 CT0228  HISTORY     - 1933     GOOD             NGS
 CT0228  HISTORY     - 1968     MARK NOT FOUND   USGS
 CT0228
 CT0228                          STATION DESCRIPTION
 CT0228
 CT0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0228'0.6 MI W FROM RUCKER.
 CT0228'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD, APPROXIMATELY 75 FEET
 CT0228'NORTH OF MILEPOST 125, 45 FEET SOUTH OF STATE HIGHWAY 67, AND 30 FEET
 CT0228'NORTH OF CENTER LINE OF RAILROAD.
 CT0228
 CT0228                          STATION RECOVERY (1968)
 CT0228
 CT0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CT0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0006 ***********************************************************************
 CA0006  DESIGNATION -  W 194
 CA0006  PID         -  CA0006
 CA0006  STATE/COUNTY-  TX/HAMILTON
 CA0006  USGS QUAD   -  HICO (1979)
 CA0006
 CA0006                         *CURRENT SURVEY CONTROL
 CA0006  ___________________________________________________________________
 CA0006* NAD 83(1986)-  31 59 06.     (N)    098 02 59.     (W)     SCALED    
 CA0006* NAVD 88     -       310.833  (meters)    1019.79   (feet)  ADJUSTED  
 CA0006  ___________________________________________________________________
 CA0006  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CA0006  DYNAMIC HT  -         310.441 (meters)    1018.51  (feet)  COMP
 CA0006  MODELED GRAV-     979,369.1   (mgal)                       NAVD 88
 CA0006
 CA0006  VERT ORDER  -  SECOND    CLASS 0
 CA0006
 CA0006.The horizontal coordinates were scaled from a topographic map and have
 CA0006.an estimated accuracy of +/- 6 seconds.
 CA0006
 CA0006.The orthometric height was determined by differential leveling
 CA0006.and adjusted by the National Geodetic Survey in June 1991..
 CA0006
 CA0006.The geoid height was determined by GEOID03.
 CA0006
 CA0006.The dynamic height is computed by dividing the NAVD 88
 CA0006.geopotential number by the normal gravity value computed on the
 CA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0006.degrees latitude (g = 980.6199 gals.).
 CA0006
 CA0006.The modeled gravity was interpolated from observed gravity values.
 CA0006
 CA0006;                    North         East    Units  Estimated Accuracy
 CA0006;SPC TX C     - 3,259,230.      915,810.      MT  (+/- 180 meters Scaled)
 CA0006
 CA0006                          SUPERSEDED SURVEY CONTROL
 CA0006
 CA0006  NGVD 29 (??/??/92)  310.765  (m)         1019.57   (f) ADJ UNCH    2 0
 CA0006
 CA0006.Superseded values are not recommended for survey control.
 CA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0006.See file dsdata.txt to determine how the superseded data were derived.
 CA0006
 CA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA897391(NAD 83)
 CA0006_MARKER: DB = BENCH MARK DISK
 CA0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0006_STAMPING: W 194 1933 1019.568
 CA0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0006+STABILITY: SURFACE MOTION
 CA0006
 CA0006  HISTORY     - Date     Condition        Report By
 CA0006  HISTORY     - 1933     MONUMENTED       CGS
 CA0006  HISTORY     - 1954     GOOD             NGS
 CA0006
 CA0006                          STATION DESCRIPTION
 CA0006
 CA0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CA0006'1.3 MI W FROM HICO.
 CA0006'ABOUT 1.3 MILES WEST ALONG THE M.K.T.R.R. FROM THE STATION IN HICO,
 CA0006'ABOUT 4 1/2 POLES EAST OF MILEPOST 86, 66 FEET SOUTH OF THE CENTERLINE
 CA0006'OF THE TRACKS, 3 FEET SOUTH OF THE T FENCE LEADING WEST AND 20 FEET
 CA0006'WEST OF THE FENCE CORNER AT AN OLD UNUSED FARM ROAD CROSSING. IT IS
 CA0006'ABOUT 1/4 MILE SOUTHWEST OF A FARMHOUSE ALONG THE GRAVEL ROAD WHICH
 CA0006'LEADS FROM CLAIRETTE TO HICO.  A STANDARD DISK STAMPED AS ABOVE AND
 CA0006'SET IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2158 ***********************************************************************
 CS2158  DESIGNATION -  W 195
 CS2158  PID         -  CS2158
 CS2158  STATE/COUNTY-  TX/HILL
 CS2158  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2158
 CS2158                         *CURRENT SURVEY CONTROL
 CS2158  ___________________________________________________________________
 CS2158* NAD 83(1986)-  32 00 03.     (N)    097 10 07.     (W)     SCALED    
 CS2158* NAVD 88     -       190.215  (meters)     624.06   (feet)  ADJUSTED  
 CS2158  ___________________________________________________________________
 CS2158  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CS2158  DYNAMIC HT  -         189.980 (meters)     623.29  (feet)  COMP
 CS2158  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 CS2158
 CS2158  VERT ORDER  -  SECOND    CLASS 0
 CS2158
 CS2158.The horizontal coordinates were scaled from a topographic map and have
 CS2158.an estimated accuracy of +/- 6 seconds.
 CS2158
 CS2158.The orthometric height was determined by differential leveling
 CS2158.and adjusted by the National Geodetic Survey in June 1991..
 CS2158
 CS2158.The geoid height was determined by GEOID03.
 CS2158
 CS2158.The dynamic height is computed by dividing the NAVD 88
 CS2158.geopotential number by the normal gravity value computed on the
 CS2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2158.degrees latitude (g = 980.6199 gals.).
 CS2158
 CS2158.The modeled gravity was interpolated from observed gravity values.
 CS2158
 CS2158;                    North         East    Units  Estimated Accuracy
 CS2158;SPC TXNC     - 2,037,860.      725,810.      MT  (+/- 180 meters Scaled)
 CS2158
 CS2158                          SUPERSEDED SURVEY CONTROL
 CS2158
 CS2158  NGVD 29 (??/??/92)  190.173  (m)          623.93   (f) ADJ UNCH    2 0
 CS2158
 CS2158.Superseded values are not recommended for survey control.
 CS2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2158.See file dsdata.txt to determine how the superseded data were derived.
 CS2158
 CS2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA729419(NAD 83)
 CS2158_MARKER: DB = BENCH MARK DISK
 CS2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2158_STAMPING: W 195 1933 623.926
 CS2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2158+STABILITY: SURFACE MOTION
 CS2158
 CS2158  HISTORY     - Date     Condition        Report By
 CS2158  HISTORY     - 1933     MONUMENTED       CGS
 CS2158  HISTORY     - 1958     GOOD             NGS
 CS2158  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2158  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 CS2158
 CS2158                          STATION DESCRIPTION
 CS2158
 CS2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS2158'2.2 MI W FROM HILLSBORO.
 CS2158'ABOUT 2.2 MILES WEST FROM THE COURT HOUSE SQUARE IN HILLSBORO, ON THE
 CS2158'NORTH SIDE OF HIGHWAY NO. 22, ALONG THE EAST SLOPE OF A DIVIDE, 150
 CS2158'FEET SOUTHEAST OF A FARMHOUSE, 100 FEET EAST OF THE ENTRANCE ROAD TO
 CS2158'THE FARMYARD AND IN THE SOUTHEAST CORNER OF THE FRONT YARD.  IT IS
 CS2158'ABOUT 10 FEET EAST OF A LONE TREE IN THE GRASSY RIDGE AT THE EDGE OF
 CS2158'THE YARD AND THE EAST EDGE OF A CULTIVATED FIELD.  IT IS ABOUT 30
 CS2158'YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK IN A
 CS2158'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CS2158
 CS2158                          STATION RECOVERY (1995)
 CS2158
 CS2158'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2158'MARK NOT FOUND.
 CS2158
 CS2158                          STATION RECOVERY (2003)
 CS2158
 CS2158'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS2158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0394 ***********************************************************************
 BM0394  DESIGNATION -  W 196
 BM0394  PID         -  BM0394
 BM0394  STATE/COUNTY-  TX/MILAM
 BM0394  USGS QUAD   -  ROCKDALE WEST (1989)
 BM0394
 BM0394                         *CURRENT SURVEY CONTROL
 BM0394  ___________________________________________________________________
 BM0394* NAD 83(1986)-  30 39 12.     (N)    097 00 08.     (W)     SCALED    
 BM0394* NAVD 88     -       136.06   (+/-2cm)     446.4    (feet)  VERTCON   
 BM0394  ___________________________________________________________________
 BM0394  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0394
 BM0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0394
 BM0394.The horizontal coordinates were scaled from a topographic map and have
 BM0394.an estimated accuracy of +/- 6 seconds.
 BM0394
 BM0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0394.The vertical order pertains to the NGVD 29 superseded value.
 BM0394
 BM0394.The geoid height was determined by GEOID03.
 BM0394
 BM0394;                    North         East    Units  Estimated Accuracy
 BM0394;SPC TX C     - 3,114,160.    1,019,200.      MT  (+/- 180 meters Scaled)
 BM0394
 BM0394                          SUPERSEDED SURVEY CONTROL
 BM0394
 BM0394  NGVD 29 (??/??/92)  135.999  (m)          446.19   (f) ADJ UNCH    2 0
 BM0394
 BM0394.Superseded values are not recommended for survey control.
 BM0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0394.See file dsdata.txt to determine how the superseded data were derived.
 BM0394
 BM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU914928(NAD 83)
 BM0394_MARKER: DB = BENCH MARK DISK
 BM0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0394_SP_SET: CONCRETE BASE
 BM0394_STAMPING: 446.315 W 196 1933
 BM0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0394
 BM0394  HISTORY     - Date     Condition        Report By
 BM0394  HISTORY     - 1933     MONUMENTED       CGS
 BM0394  HISTORY     - 1976     GOOD             LOCSUR
 BM0394  HISTORY     - 19910402 GOOD             USPSQD
 BM0394  HISTORY     - 19991111 GOOD             USPSQD
 BM0394
 BM0394                          STATION DESCRIPTION
 BM0394
 BM0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0394'IN ROCKDALE.
 BM0394'AT ROCKDALE, MILAM COUNTY, AT THE CITY WATER TOWER, AND IN THE TOP OF
 BM0394'THE CONCRETE BASE OF THE SOUTHWEST LEG.
 BM0394
 BM0394                          STATION RECOVERY (1976)
 BM0394
 BM0394'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 BM0394'RECOVERED IN GOOD CONDITION.
 BM0394
 BM0394                          STATION RECOVERY (1991)
 BM0394
 BM0394'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0394'RECOVERED IN GOOD CONDITION.
 BM0394
 BM0394                          STATION RECOVERY (1999)
 BM0394
 BM0394'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0997 ***********************************************************************
 BZ0997  DESIGNATION -  W 198
 BZ0997  PID         -  BZ0997
 BZ0997  STATE/COUNTY-  TX/CORYELL
 BZ0997  USGS QUAD   -  LEON JUNCTION (1995)
 BZ0997
 BZ0997                         *CURRENT SURVEY CONTROL
 BZ0997  ___________________________________________________________________
 BZ0997* NAD 83(1986)-  31 20 57.     (N)    097 37 00.     (W)     SCALED    
 BZ0997* NAVD 88     -       213.766  (meters)     701.33   (feet)  ADJUSTED  
 BZ0997  ___________________________________________________________________
 BZ0997  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BZ0997  DYNAMIC HT  -         213.483 (meters)     700.40  (feet)  COMP
 BZ0997  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 BZ0997
 BZ0997  VERT ORDER  -  SECOND    CLASS 0
 BZ0997
 BZ0997.The horizontal coordinates were scaled from a topographic map and have
 BZ0997.an estimated accuracy of +/- 6 seconds.
 BZ0997
 BZ0997.The orthometric height was determined by differential leveling
 BZ0997.and adjusted by the National Geodetic Survey in June 1991..
 BZ0997
 BZ0997.The geoid height was determined by GEOID03.
 BZ0997
 BZ0997.The dynamic height is computed by dividing the NAVD 88
 BZ0997.geopotential number by the normal gravity value computed on the
 BZ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0997.degrees latitude (g = 980.6199 gals.).
 BZ0997
 BZ0997.The modeled gravity was interpolated from observed gravity values.
 BZ0997
 BZ0997;                    North         East    Units  Estimated Accuracy
 BZ0997;SPC TX C     - 3,189,670.      958,450.      MT  (+/- 180 meters Scaled)
 BZ0997
 BZ0997                          SUPERSEDED SURVEY CONTROL
 BZ0997
 BZ0997  NGVD 29 (??/??/92)  213.714  (m)          701.16   (f) ADJ UNCH    2 0
 BZ0997
 BZ0997.Superseded values are not recommended for survey control.
 BZ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0997.See file dsdata.txt to determine how the superseded data were derived.
 BZ0997
 BZ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV315691(NAD 83)
 BZ0997_MARKER: DB = BENCH MARK DISK
 BZ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0997_SP_SET: CONCRETE POST
 BZ0997_STAMPING: W 198 1933
 BZ0997_MARK LOGO: CGS   
 BZ0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0997+STABILITY: SURFACE MOTION
 BZ0997
 BZ0997  HISTORY     - Date     Condition        Report By
 BZ0997  HISTORY     - 1933     MONUMENTED       CGS
 BZ0997  HISTORY     - 19910326 GOOD             USGS
 BZ0997
 BZ0997                          STATION DESCRIPTION
 BZ0997
 BZ0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0997'10.0 MI SE FROM GATESVILLE.
 BZ0997'10.0 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0997'GATESVILLE, CORYELL COUNTY, 80 FEET SOUTH OF MILEPOST 713, 43 FEET
 BZ0997'SOUTH OF THE CENTERLINE OF THE TRACK, AND 7 FEET NORTH OF THE
 BZ0997'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 BZ0997
 BZ0997                          STATION RECOVERY (1991)
 BZ0997
 BZ0997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ0997'ABOUT 10.0 MILES (16.1 KM) SOUTHEAST ALONG THE OLD RAILROAD GRADE
 BZ0997'LEFT BY THE ST. LOUIS SOUTHWESTERN RAILWAY FROM GATESVILLE.  FROM
 BZ0997'THE MAIN INTERSECTION IN THE TOWN OF MOUND, TRAVEL NORTH ON FM 1829
 BZ0997'FOR .5 MILE, TURN EAST ON A PAVED ROAD AND GO 1.2 MILES (1.9 KM) TO A
 BZ0997'DIRT ROAD DIVIDING A LARGE CULTIVATED FIELD.  FOLLOW THIS ROAD SOUTH
 BZ0997'TO THE OLD RAILROAD GRADE .6 MILE (1.0 KM) AND TURN EAST AND DRIVE ON
 BZ0997'THE OLD RR GRADE FOR ABOUT 800 FEET (243.8 M) (65 FEET PAST A FENCE),
 BZ0997'THE MARK WILL BE 43 FEET (13.1 M) TO THE SOUTH AND 7 FEET (2.1 M)
 BZ0997'INSIDE THE ROW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0330 ***********************************************************************
 BM0330  DESIGNATION -  W 199
 BM0330  PID         -  BM0330
 BM0330  STATE/COUNTY-  TX/BELL
 BM0330  USGS QUAD   -  LITTLE RIVER (1978)
 BM0330
 BM0330                         *CURRENT SURVEY CONTROL
 BM0330  ___________________________________________________________________
 BM0330* NAD 83(1986)-  30 59 21.     (N)    097 21 59.     (W)     SCALED    
 BM0330* NAVD 88     -       152.72   (+/-2cm)     501.0    (feet)  VERTCON   
 BM0330  ___________________________________________________________________
 BM0330  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BM0330
 BM0330  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0330
 BM0330.The horizontal coordinates were scaled from a topographic map and have
 BM0330.an estimated accuracy of +/- 6 seconds.
 BM0330
 BM0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0330.The vertical order pertains to the NGVD 29 superseded value.
 BM0330
 BM0330.The geoid height was determined by GEOID03.
 BM0330
 BM0330;                    North         East    Units  Estimated Accuracy
 BM0330;SPC TX C     - 3,150,380.      983,320.      MT  (+/- 180 meters Scaled)
 BM0330
 BM0330                          SUPERSEDED SURVEY CONTROL
 BM0330
 BM0330  NGVD 29 (??/??/92)  152.655  (m)          500.84   (f) ADJ UNCH    1 2
 BM0330
 BM0330.Superseded values are not recommended for survey control.
 BM0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0330.See file dsdata.txt to determine how the superseded data were derived.
 BM0330
 BM0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV559295(NAD 83)
 BM0330_MARKER: DB = BENCH MARK DISK
 BM0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0330_SP_SET: BUILDING
 BM0330_STAMPING: W-199 1933
 BM0330_MARK LOGO: CGS   
 BM0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0330
 BM0330  HISTORY     - Date     Condition        Report By
 BM0330  HISTORY     - 1933     MONUMENTED       CGS
 BM0330  HISTORY     - 1980     GOOD             NGS
 BM0330  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0330
 BM0330                          STATION DESCRIPTION
 BM0330
 BM0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0330'IN LITTLE RIVER.
 BM0330'SOUTHEAST OF MISSOURI, KANSAS AND TEXAS RAILROAD DEPOT, 125 FEET EAST
 BM0330'OF CENTER OF TRACK, IN GEO. W. EVANS GEN. MERCHANDISE BUILDING, IN
 BM0330'WEST WALL OF BUILDING, 3 FEET SOUTH OF BACK ENTRANCE, 1 FOOT ABOVE
 BM0330'GROUND.
 BM0330
 BM0330                          STATION RECOVERY (1980)
 BM0330
 BM0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0330'IN LITTLE RIVER, AT THE INTERSECTION OF WEST MAIN STREET AND NORTH
 BM0330'EVANS STREET, SET VERTICALLY IN THE WEST INSIDE WALL OF THE BACK
 BM0330'KITCHEN AREA OF THE WAYNE SHIRLEY RESTAURANT, UNDER A STAINLESS STEEL
 BM0330'DISH DRAINING TRAY, 1.2 METERS (4.0 FT) SOUTH OF THE SOUTH END OF THE
 BM0330'KITCHEN AREA, 0.4 METER (1.2 FT) SOUTH OF THE MAIN ELECTRICAL POWER
 BM0330'BOX.  NOTE-NOT LEVELED AT THIS TIME, INACCESSIBLE TO LEVELS.
 BM0330'THE MARK IS 0.3 M ABOVE THE FLOOR.
 BM0330
 BM0330                          STATION RECOVERY (2001)
 BM0330
 BM0330'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0195 ***********************************************************************
 EO0195  DESIGNATION -  W 20
 EO0195  PID         -  EO0195
 EO0195  STATE/COUNTY-  TX/PARMER
 EO0195  USGS QUAD   -  FRIONA (1980)
 EO0195
 EO0195                         *CURRENT SURVEY CONTROL
 EO0195  ___________________________________________________________________
 EO0195* NAD 83(1986)-  34 39 26.     (N)    102 39 26.     (W)     SCALED    
 EO0195* NAVD 88     -      1221.010  (meters)    4005.93   (feet)  ADJUSTED  
 EO0195  ___________________________________________________________________
 EO0195  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 EO0195  DYNAMIC HT  -        1219.440 (meters)    4000.78  (feet)  COMP
 EO0195  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 EO0195
 EO0195  VERT ORDER  -  FIRST     CLASS II
 EO0195
 EO0195.The horizontal coordinates were scaled from a topographic map and have
 EO0195.an estimated accuracy of +/- 6 seconds.
 EO0195
 EO0195.The orthometric height was determined by differential leveling
 EO0195.and adjusted by the National Geodetic Survey in June 1991..
 EO0195
 EO0195.The geoid height was determined by GEOID03.
 EO0195
 EO0195.The dynamic height is computed by dividing the NAVD 88
 EO0195.geopotential number by the normal gravity value computed on the
 EO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0195.degrees latitude (g = 980.6199 gals.).
 EO0195
 EO0195.The modeled gravity was interpolated from observed gravity values.
 EO0195
 EO0195;                    North         East    Units  Estimated Accuracy
 EO0195;SPC TX N     - 1,073,530.       93,920.      MT  (+/- 180 meters Scaled)
 EO0195
 EO0195                          SUPERSEDED SURVEY CONTROL
 EO0195
 EO0195  NGVD 29 (??/??/92) 1220.454  (m)         4004.11   (f) ADJ UNCH    1 2
 EO0195
 EO0195.Superseded values are not recommended for survey control.
 EO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0195.See file dsdata.txt to determine how the superseded data were derived.
 EO0195
 EO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU146375(NAD 83)
 EO0195_MARKER: P = PIPE CAP
 EO0195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0195_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0195_STAMPING: W 20 1911 ELEV. 4004.054 FT.
 EO0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0195
 EO0195  HISTORY     - Date     Condition        Report By
 EO0195  HISTORY     - 1911     MONUMENTED       CGS
 EO0195  HISTORY     - 1958     GOOD             NGS
 EO0195  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0195
 EO0195                          STATION DESCRIPTION
 EO0195
 EO0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0195'3.85 MI NE FROM FRIONA.
 EO0195'ABOUT 3.85 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0195'FROM THE STATION AT FRIONA, 72 FEET EAST-SOUTHEAST OF MILE POST 618,
 EO0195'50 FEET SOUTHEAST OF THE NEAR RAIL, 2 1/2 FEET SOUTHEAST OF A FENCE, 1
 EO0195'FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACK,
 EO0195'AND ON THE TOP OF AN IRON PIPE PROJECTING 6 INCHES.  NOTE-- 1911 WAS
 EO0195'STAMPED ON THE MARK BY THIS PARTY.
 EO0195
 EO0195                          STATION RECOVERY (1984)
 EO0195
 EO0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0701 ***********************************************************************
 BM0701  DESIGNATION -  W 200
 BM0701  PID         -  BM0701
 BM0701  STATE/COUNTY-  TX/WILLIAMSON
 BM0701  USGS QUAD   -  LEANDER (1987)
 BM0701
 BM0701                         *CURRENT SURVEY CONTROL
 BM0701  ___________________________________________________________________
 BM0701* NAD 83(1986)-  30 32 01.     (N)    097 49 53.     (W)     SCALED    
 BM0701* NAVD 88     -       302.758  (meters)     993.30   (feet)  ADJUSTED  
 BM0701  ___________________________________________________________________
 BM0701  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BM0701  DYNAMIC HT  -         302.347 (meters)     991.95  (feet)  COMP
 BM0701  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 BM0701
 BM0701  VERT ORDER  -  SECOND    CLASS 0
 BM0701
 BM0701.The horizontal coordinates were scaled from a topographic map and have
 BM0701.an estimated accuracy of +/- 6 seconds.
 BM0701
 BM0701.The orthometric height was determined by differential leveling
 BM0701.and adjusted by the National Geodetic Survey in June 1991..
 BM0701
 BM0701.The geoid height was determined by GEOID03.
 BM0701
 BM0701.The dynamic height is computed by dividing the NAVD 88
 BM0701.geopotential number by the normal gravity value computed on the
 BM0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0701.degrees latitude (g = 980.6199 gals.).
 BM0701
 BM0701.The modeled gravity was interpolated from observed gravity values.
 BM0701
 BM0701;                    North         East    Units  Estimated Accuracy
 BM0701;SPC TX C     - 3,098,810.      940,060.      MT  (+/- 180 meters Scaled)
 BM0701
 BM0701                          SUPERSEDED SURVEY CONTROL
 BM0701
 BM0701  NGVD 29 (??/??/92)  302.684  (m)          993.06   (f) ADJ UNCH    2 0
 BM0701
 BM0701.Superseded values are not recommended for survey control.
 BM0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0701.See file dsdata.txt to determine how the superseded data were derived.
 BM0701
 BM0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU121784(NAD 83)
 BM0701_MARKER: DB = BENCH MARK DISK
 BM0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0701_STAMPING: W-200 1933
 BM0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0701+STABILITY: SURFACE MOTION
 BM0701
 BM0701  HISTORY     - Date     Condition        Report By
 BM0701  HISTORY     - 1933     MONUMENTED       CGS
 BM0701  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0701
 BM0701                          STATION DESCRIPTION
 BM0701
 BM0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0701'2.2 MI NW FROM CEDAR PARK.
 BM0701'ALONG TEXAS AND NEW ORLEANS RAILROAD, 525 FEET NORTHWEST OF MILEPOST
 BM0701'28, AT CATTLE GUARD NO. 28-A, 65 FEET SOUTHWEST OF CENTER OF TRACK, 15
 BM0701'FEET SOUTHEAST OF CENTERLINE OF CROSS ROAD.
 BM0701
 BM0701                          STATION RECOVERY (1999)
 BM0701
 BM0701'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0137 ***********************************************************************
 BN0137  DESIGNATION -  W 202
 BN0137  PID         -  BN0137
 BN0137  STATE/COUNTY-  TX/BLANCO
 BN0137  USGS QUAD   -  ROCKY CREEK (1961)
 BN0137
 BN0137                         *CURRENT SURVEY CONTROL
 BN0137  ___________________________________________________________________
 BN0137* NAD 83(1986)-  30 15 16.     (N)    098 30 32.     (W)     SCALED    
 BN0137* NAVD 88     -       419.950  (meters)    1377.79   (feet)  POSTED    
 BN0137  ___________________________________________________________________
 BN0137  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BN0137  DYNAMIC HT  -         419.370 (meters)    1375.88  (feet)  COMP
 BN0137  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 BN0137
 BN0137  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0137
 BN0137.The horizontal coordinates were scaled from a topographic map and have
 BN0137.an estimated accuracy of +/- 6 seconds.
 BN0137
 BN0137.The orthometric height was determined by differential leveling
 BN0137.and adjusted by the National Geodetic Survey in 1992..
 BN0137.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0137.rate of 1.1 thru 2.0 mm/km.
 BN0137
 BN0137.The geoid height was determined by GEOID03.
 BN0137
 BN0137.The dynamic height is computed by dividing the NAVD 88
 BN0137.geopotential number by the normal gravity value computed on the
 BN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0137.degrees latitude (g = 980.6199 gals.).
 BN0137
 BN0137.The modeled gravity was interpolated from observed gravity values.
 BN0137
 BN0137;                    North         East    Units  Estimated Accuracy
 BN0137;SPC TX C     - 3,066,600.      875,570.      MT  (+/- 180 meters Scaled)
 BN0137
 BN0137                          SUPERSEDED SURVEY CONTROL
 BN0137
 BN0137  NGVD 29 (??/??/92)  419.882  (m)         1377.56   (f) ADJ UNCH    2 0
 BN0137
 BN0137.Superseded values are not recommended for survey control.
 BN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0137.See file dsdata.txt to determine how the superseded data were derived.
 BN0137
 BN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU472470(NAD 83)
 BN0137_MARKER: DB = BENCH MARK DISK
 BN0137_SETTING: 66 = SET IN ROCK OUTCROP
 BN0137_SP_SET: ROCK OUTCROP
 BN0137_STAMPING: W 202 1933
 BN0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0137+STABILITY: POSITION/ELEVATION WELL
 BN0137
 BN0137  HISTORY     - Date     Condition        Report By
 BN0137  HISTORY     - 1933     MONUMENTED       CGS
 BN0137  HISTORY     - 1953     GOOD             NGS
 BN0137
 BN0137                          STATION DESCRIPTION
 BN0137
 BN0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0137'6.3 MI W FROM JOHNSON CITY.
 BN0137'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0137'CITY, THENCE 6.2 MILES WEST ALONG U.S. HIGHWAY 290, 227.5 FEET NORTH
 BN0137'OF THE CENTER LINE OF THE HIGHWAY, 177.5 FEET NORTH OF A FENCE, 44
 BN0137'FEET EAST OF A FENCE, 14 FEET EAST OF THE CENTER LINE OF A PRIVATE
 BN0137'DIRT ROAD LEADING NORTH TO A FARMHOUSE, 38 FEET NORTHWEST OF A 14 INCH
 BN0137'OAK TREE, 16.5 FEET NORTH OF A WITNESS POST, 0.9 FOOT ABOVE THE
 BN0137'GROUND, SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0285 ***********************************************************************
 AJ0285  DESIGNATION -  W 203
 AJ0285  PID         -  AJ0285
 AJ0285  STATE/COUNTY-  TX/BROOKS
 AJ0285  USGS QUAD   -  FALFURRIAS (1963)
 AJ0285
 AJ0285                         *CURRENT SURVEY CONTROL
 AJ0285  ___________________________________________________________________
 AJ0285* NAD 83(1986)-  27 13 39.     (N)    098 08 36.     (W)     SCALED    
 AJ0285* NAVD 88     -        35.149  (meters)     115.32   (feet)  ADJUSTED  
 AJ0285  ___________________________________________________________________
 AJ0285  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AJ0285  DYNAMIC HT  -          35.093 (meters)     115.13  (feet)  COMP
 AJ0285  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 AJ0285
 AJ0285  VERT ORDER  -  SECOND    CLASS 0
 AJ0285
 AJ0285.The horizontal coordinates were scaled from a topographic map and have
 AJ0285.an estimated accuracy of +/- 6 seconds.
 AJ0285
 AJ0285.The orthometric height was determined by differential leveling
 AJ0285.and adjusted by the National Geodetic Survey in June 1991..
 AJ0285
 AJ0285.The geoid height was determined by GEOID03.
 AJ0285
 AJ0285.The dynamic height is computed by dividing the NAVD 88
 AJ0285.geopotential number by the normal gravity value computed on the
 AJ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0285.degrees latitude (g = 980.6199 gals.).
 AJ0285
 AJ0285.The modeled gravity was interpolated from observed gravity values.
 AJ0285
 AJ0285;                    North         East    Units  Estimated Accuracy
 AJ0285;SPC TX S     - 5,172,980.      335,330.      MT  (+/- 180 meters Scaled)
 AJ0285
 AJ0285                          SUPERSEDED SURVEY CONTROL
 AJ0285
 AJ0285  NGVD 29 (??/??/92)   35.245  (m)          115.63   (f) ADJ UNCH    2 0
 AJ0285
 AJ0285.Superseded values are not recommended for survey control.
 AJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0285.See file dsdata.txt to determine how the superseded data were derived.
 AJ0285
 AJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR848119(NAD 83)
 AJ0285_MARKER: DB = BENCH MARK DISK
 AJ0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0285_SP_SET: CONCRETE BASE
 AJ0285_STAMPING: W 203 1934
 AJ0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0285
 AJ0285  HISTORY     - Date     Condition        Report By
 AJ0285  HISTORY     - 1934     MONUMENTED       CGS
 AJ0285  HISTORY     - 1942     GOOD             NGS
 AJ0285
 AJ0285                          STATION DESCRIPTION
 AJ0285
 AJ0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0285'IN FALFURRIAS.
 AJ0285'BENCH MARK IS SET HORIZONTALLY IN THE NORTHWEST CONCRETE BASE OF THE
 AJ0285'CITY WATER TANK, ABOUT 140.0 FEET EAST OF THE CENTERLINE OF STATE
 AJ0285'HIGHWAY NO. 281 AND 0.4 FOOT ABOVE THE GROUND.  A STD. DISK SET IN
 AJ0285'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0009 ***********************************************************************
 BM0009  DESIGNATION -  W 204
 BM0009  PID         -  BM0009
 BM0009  STATE/COUNTY-  TX/MADISON
 BM0009  USGS QUAD   -  NORTH ZULCH (1989)
 BM0009
 BM0009                         *CURRENT SURVEY CONTROL
 BM0009  ___________________________________________________________________
 BM0009* NAD 83(1986)-  30 55 02.     (N)    096 06 23.     (W)     SCALED    
 BM0009* NAVD 88     -       105.33   (+/-2cm)     345.6    (feet)  VERTCON   
 BM0009  ___________________________________________________________________
 BM0009  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BM0009
 BM0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0009
 BM0009.The horizontal coordinates were scaled from a topographic map and have
 BM0009.an estimated accuracy of +/- 6 seconds.
 BM0009
 BM0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0009.The vertical order pertains to the NGVD 29 superseded value.
 BM0009
 BM0009.The geoid height was determined by GEOID03.
 BM0009
 BM0009;                    North         East    Units  Estimated Accuracy
 BM0009;SPC TX C     - 3,146,310.    1,103,900.      MT  (+/- 180 meters Scaled)
 BM0009
 BM0009                          SUPERSEDED SURVEY CONTROL
 BM0009
 BM0009  NGVD 29 (??/??/92)  105.313  (m)          345.51   (f) ADJ UNCH    2 0
 BM0009
 BM0009.Superseded values are not recommended for survey control.
 BM0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0009.See file dsdata.txt to determine how the superseded data were derived.
 BM0009
 BM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV765240(NAD 83)
 BM0009_MARKER: DB = BENCH MARK DISK
 BM0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0009_SP_SET: BUILDING
 BM0009_STAMPING: W-204 1933
 BM0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0009
 BM0009  HISTORY     - Date     Condition        Report By
 BM0009  HISTORY     - 1933     MONUMENTED       CGS
 BM0009  HISTORY     - 1942     GOOD             NGS
 BM0009
 BM0009                          STATION DESCRIPTION
 BM0009
 BM0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0009'IN NORTH ZULCH.
 BM0009'AT PUBLIC SCHOOL BUILDING, SET IN WEST FACE, 1 FOOT FROM SOUTHWEST
 BM0009'CORNER AND 1/2 FOOT ABOVE SURFACE OF GROUND.
 BM0009
 BM0009                          STATION RECOVERY (1942)
 BM0009
 BM0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BM0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0016 ***********************************************************************
 BM0016  DESIGNATION -  W 205
 BM0016  PID         -  BM0016
 BM0016  STATE/COUNTY-  TX/MADISON
 BM0016  USGS QUAD   -  NORTH ZULCH (1989)
 BM0016
 BM0016                         *CURRENT SURVEY CONTROL
 BM0016  ___________________________________________________________________
 BM0016* NAD 83(1986)-  30 53 12.     (N)    096 06 04.     (W)     SCALED    
 BM0016* NAVD 88     -       106.09   (+/-2cm)     348.1    (feet)  VERTCON   
 BM0016  ___________________________________________________________________
 BM0016  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BM0016
 BM0016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0016
 BM0016.The horizontal coordinates were scaled from a topographic map and have
 BM0016.an estimated accuracy of +/- 6 seconds.
 BM0016
 BM0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0016.The vertical order pertains to the NGVD 29 superseded value.
 BM0016
 BM0016.The geoid height was determined by GEOID03.
 BM0016
 BM0016;                    North         East    Units  Estimated Accuracy
 BM0016;SPC TX C     - 3,142,940.    1,104,530.      MT  (+/- 180 meters Scaled)
 BM0016
 BM0016                          SUPERSEDED SURVEY CONTROL
 BM0016
 BM0016  NGVD 29 (??/??/92)  106.067  (m)          347.99   (f) ADJ UNCH    2 0
 BM0016
 BM0016.Superseded values are not recommended for survey control.
 BM0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0016.See file dsdata.txt to determine how the superseded data were derived.
 BM0016
 BM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV771206(NAD 83)
 BM0016_MARKER: DB = BENCH MARK DISK
 BM0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0016_SP_SET: MONUMENT
 BM0016_STAMPING: W-205 1933
 BM0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0016
 BM0016  HISTORY     - Date     Condition        Report By
 BM0016  HISTORY     - 1933     MONUMENTED       CGS
 BM0016  HISTORY     - 1954     MARK NOT FOUND   NGS
 BM0016
 BM0016                          STATION DESCRIPTION
 BM0016
 BM0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0016'2.0 MI S FROM NORTH ZULCH.
 BM0016'2.0 MILES SOUTH OF, ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD. AT
 BM0016'ZULCH STATION, BETWEEN THE SECTION HOUSE AND THE CAR HOUSE, 0.35 MILE
 BM0016'SOUTHEAST OF MILE POST 150.  45 FEET WEST OF CENTER OF TRACK.
 BM0016
 BM0016                          STATION RECOVERY (1954)
 BM0016
 BM0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0072 ***********************************************************************
 BM0072  DESIGNATION -  W 206
 BM0072  PID         -  BM0072
 BM0072  STATE/COUNTY-  TX/GRIMES
 BM0072  USGS QUAD   -  COURTNEY (1989)
 BM0072
 BM0072                         *CURRENT SURVEY CONTROL
 BM0072  ___________________________________________________________________
 BM0072* NAD 83(1986)-  30 17 45.     (N)    096 04 02.     (W)     SCALED    
 BM0072* NAVD 88     -        56.31   (+/-2cm)     184.7    (feet)  VERTCON   
 BM0072  ___________________________________________________________________
 BM0072  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BM0072
 BM0072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0072
 BM0072.The horizontal coordinates were scaled from a topographic map and have
 BM0072.an estimated accuracy of +/- 6 seconds.
 BM0072
 BM0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0072.The vertical order pertains to the NGVD 29 superseded value.
 BM0072
 BM0072.The geoid height was determined by GEOID03.
 BM0072
 BM0072;                    North         East    Units  Estimated Accuracy
 BM0072;SPC TX C     - 3,077,620.    1,110,280.      MT  (+/- 180 meters Scaled)
 BM0072
 BM0072                          SUPERSEDED SURVEY CONTROL
 BM0072
 BM0072  NGVD 29 (??/??/92)   56.293  (m)          184.69   (f) ADJ UNCH    2 0
 BM0072
 BM0072.Superseded values are not recommended for survey control.
 BM0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0072.See file dsdata.txt to determine how the superseded data were derived.
 BM0072
 BM0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU820552(NAD 83)
 BM0072_MARKER: DB = BENCH MARK DISK
 BM0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0072_SP_SET: ABUTMENT
 BM0072_STAMPING: W 206 1933
 BM0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0072
 BM0072  HISTORY     - Date     Condition        Report By
 BM0072  HISTORY     - 1933     MONUMENTED       CGS
 BM0072  HISTORY     - 1954     GOOD             NGS
 BM0072  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0072  HISTORY     - 19940820 GOOD             USPSQD
 BM0072  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BM0072
 BM0072                          STATION DESCRIPTION
 BM0072
 BM0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0072'2.1 MI N FROM COURTNEY.
 BM0072'2.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0072'STATION SIGN AT COURTNEY, 5 1/2 POLES SOUTH OF AN OILED ROAD CROSSING,
 BM0072'6 FEET WEST OF THE WEST RAIL, 7 FEET NORTHWEST OF THE NORTHWEST CORNER
 BM0072'OF BRIDGE 64.49, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 BM0072'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF OLD BRIDGE 64 C.
 BM0072
 BM0072                          STATION RECOVERY (1991)
 BM0072
 BM0072'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0072'MARK NOT FOUND.
 BM0072
 BM0072                          STATION RECOVERY (1994)
 BM0072
 BM0072'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0072'RECOVERED IN GOOD CONDITION.
 BM0072
 BM0072                          STATION RECOVERY (1999)
 BM0072
 BM0072'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0220 ***********************************************************************
 BM0220  DESIGNATION -  W 207
 BM0220  PID         -  BM0220
 BM0220  STATE/COUNTY-  TX/BURLESON
 BM0220  USGS QUAD   -  SOMERVILLE (1988)
 BM0220
 BM0220                         *CURRENT SURVEY CONTROL
 BM0220  ___________________________________________________________________
 BM0220* NAD 83(1986)-  30 20 33.     (N)    096 31 56.     (W)     SCALED    
 BM0220* NAVD 88     -        77.78   (+/-2cm)     255.2    (feet)  VERTCON   
 BM0220  ___________________________________________________________________
 BM0220  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BM0220
 BM0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0220
 BM0220.The horizontal coordinates were scaled from a topographic map and have
 BM0220.an estimated accuracy of +/- 6 seconds.
 BM0220
 BM0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0220.The vertical order pertains to the NGVD 29 superseded value.
 BM0220
 BM0220.The geoid height was determined by GEOID03.
 BM0220
 BM0220;                    North         East    Units  Estimated Accuracy
 BM0220;SPC TX C     - 3,081,160.    1,065,400.      MT  (+/- 180 meters Scaled)
 BM0220
 BM0220                          SUPERSEDED SURVEY CONTROL
 BM0220
 BM0220  NGVD 29 (??/??/92)   77.752  (m)          255.09   (f) ADJ UNCH    2 0
 BM0220
 BM0220.Superseded values are not recommended for survey control.
 BM0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0220.See file dsdata.txt to determine how the superseded data were derived.
 BM0220
 BM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU372593(NAD 83)
 BM0220_MARKER: DB = BENCH MARK DISK
 BM0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0220_SP_SET: STEP
 BM0220_STAMPING: W207 1934
 BM0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0220
 BM0220  HISTORY     - Date     Condition        Report By
 BM0220  HISTORY     - 1934     MONUMENTED       CGS
 BM0220  HISTORY     - 1954     GOOD             NGS
 BM0220  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BM0220  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0220
 BM0220                          STATION DESCRIPTION
 BM0220
 BM0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0220'IN SOMMERVILLE.
 BM0220'AT THE HIGH SCHOOL, AT THE WEST SIDE OF THE SOUTH AND MAIN ENTRANCE,
 BM0220'SET VERTICAL 6 INCHES ABOVE THE TOP STEP.
 BM0220
 BM0220                          STATION RECOVERY (1954)
 BM0220
 BM0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0220'RECOVERED IN GOOD CONDITION.
 BM0220
 BM0220                          STATION RECOVERY (1991)
 BM0220
 BM0220'RECOVERY NOTE BY US POWER SQUADRON 1991 (TLT)
 BM0220'MARK NOT FOUND.
 BM0220
 BM0220                          STATION RECOVERY (1994)
 BM0220
 BM0220'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0203 ***********************************************************************
 BM0203  DESIGNATION -  W 208
 BM0203  PID         -  BM0203
 BM0203  STATE/COUNTY-  TX/AUSTIN
 BM0203  USGS QUAD   -  KENNEY (1989)
 BM0203
 BM0203                         *CURRENT SURVEY CONTROL
 BM0203  ___________________________________________________________________
 BM0203* NAD 83(1986)-  30 00 05.     (N)    096 17 31.     (W)     SCALED    
 BM0203* NAVD 88     -        76.57   (+/-2cm)     251.2    (feet)  VERTCON   
 BM0203  ___________________________________________________________________
 BM0203  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BM0203
 BM0203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0203
 BM0203.The horizontal coordinates were scaled from a topographic map and have
 BM0203.an estimated accuracy of +/- 6 seconds.
 BM0203
 BM0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0203.The vertical order pertains to the NGVD 29 superseded value.
 BM0203
 BM0203.The geoid height was determined by GEOID03.
 BM0203
 BM0203;                    North         East    Units  Estimated Accuracy
 BM0203;SPC TXSC     - 4,243,310.      861,250.      MT  (+/- 180 meters Scaled)
 BM0203
 BM0203                          SUPERSEDED SURVEY CONTROL
 BM0203
 BM0203  NGVD 29 (??/??/92)   76.538  (m)          251.11   (f) ADJ UNCH    2 0
 BM0203
 BM0203.Superseded values are not recommended for survey control.
 BM0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0203.See file dsdata.txt to determine how the superseded data were derived.
 BM0203
 BM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU612220(NAD 83)
 BM0203_MARKER: DB = BENCH MARK DISK
 BM0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0203_SP_SET: STEP
 BM0203_STAMPING: W 208 1933
 BM0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0203
 BM0203  HISTORY     - Date     Condition        Report By
 BM0203  HISTORY     - 1933     MONUMENTED       CGS
 BM0203  HISTORY     - 1954     GOOD             NGS
 BM0203
 BM0203                          STATION DESCRIPTION
 BM0203
 BM0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0203'3.9 MI SE FROM KENNEY.
 BM0203'3.9 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BM0203'THE STATION AT KENNEY, AUSTIN COUNTY, 195 YARDS NORTHWEST OF MILEPOST
 BM0203'112, AT A LARGE DOUBLE-ARCH STONE CULVERT, AT THE SOUTHWEST END OF THE
 BM0203'SOUTHWEST SIDE, AND IN THE TOP OF THE SECOND STONE STEP FROM THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1634 ***********************************************************************
 AX1634  DESIGNATION -  W 209
 AX1634  PID         -  AX1634
 AX1634  STATE/COUNTY-  TX/LAVACA
 AX1634  USGS QUAD   -  SWEET HOME (1987)
 AX1634
 AX1634                         *CURRENT SURVEY CONTROL
 AX1634  ___________________________________________________________________
 AX1634* NAD 83(1986)-  29 20 37.     (N)    097 04 25.     (W)     SCALED    
 AX1634* NAVD 88     -        87.71   (+/-2cm)     287.8    (feet)  VERTCON   
 AX1634  ___________________________________________________________________
 AX1634  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1634
 AX1634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1634
 AX1634.The horizontal coordinates were scaled from a topographic map and have
 AX1634.an estimated accuracy of +/- 6 seconds.
 AX1634
 AX1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1634.The vertical order pertains to the NGVD 29 superseded value.
 AX1634
 AX1634.The geoid height was determined by GEOID03.
 AX1634
 AX1634;                    North         East    Units  Estimated Accuracy
 AX1634;SPC TXSC     - 4,168,920.      787,050.      MT  (+/- 180 meters Scaled)
 AX1634
 AX1634                          SUPERSEDED SURVEY CONTROL
 AX1634
 AX1634  NGVD 29 (??/??/92)   87.706  (m)          287.75   (f) ADJ UNCH    2 0
 AX1634
 AX1634.Superseded values are not recommended for survey control.
 AX1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1634.See file dsdata.txt to determine how the superseded data were derived.
 AX1634
 AX1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT870475(NAD 83)
 AX1634_MARKER: DB = BENCH MARK DISK
 AX1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1634_STAMPING: W 209 1934
 AX1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1634+STABILITY: SURFACE MOTION
 AX1634
 AX1634  HISTORY     - Date     Condition        Report By
 AX1634  HISTORY     - 1934     MONUMENTED       CGS
 AX1634  HISTORY     - 1962     GOOD             USGS
 AX1634
 AX1634                          STATION DESCRIPTION
 AX1634
 AX1634'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX1634'IN SWEET HOME.
 AX1634'W 209 1934 AT SWEET HOME, LAVACA COUNTY 670 FEET SOUTHWEST FROM MAIN
 AX1634'NW - SE FARM ROAD THRU TOWN 47 FEET NW OF DISMANTLED R.R. BED 150 FEET
 AX1634'SOUTHEAST OF ROAD NORTH OF TRACKS.  A STANDARD DISK, STAMPED W 209
 AX1634'1934 AND SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AX1634'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4526 ***********************************************************************
 AW4526  DESIGNATION -  W 21
 AW4526  PID         -  AW4526
 AW4526  STATE/COUNTY-  TX/HARRIS
 AW4526  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4526
 AW4526                         *CURRENT SURVEY CONTROL
 AW4526  ___________________________________________________________________
 AW4526* NAD 83(1986)-  29 48 06.     (N)    095 33 46.     (W)     SCALED    
 AW4526* NAVD 88     -        28.91   (+/-2cm)      94.8    (feet)  VERTCON   
 AW4526  ___________________________________________________________________
 AW4526  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW4526
 AW4526  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW4526
 AW4526.The horizontal coordinates were scaled from a topographic map and have
 AW4526.an estimated accuracy of +/- 6 seconds.
 AW4526
 AW4526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4526.The vertical order pertains to the NGVD 29 superseded value.
 AW4526
 AW4526.The geoid height was determined by GEOID03.
 AW4526
 AW4526;                    North         East    Units  Estimated Accuracy
 AW4526;SPC TXSC     - 4,223,030.      932,220.      MT  (+/- 180 meters Scaled)
 AW4526
 AW4526                          SUPERSEDED SURVEY CONTROL
 AW4526
 AW4526  NGVD 29 (??/??/92)   28.908  (m)           94.84   (f) ADJ UNCH    1 1
 AW4526
 AW4526.Superseded values are not recommended for survey control.
 AW4526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4526.See file dsdata.txt to determine how the superseded data were derived.
 AW4526
 AW4526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN522995(NAD 83)
 AW4526_MARKER: DD = SURVEY DISK
 AW4526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4526_SP_SET: 20-FT ROD
 AW4526_STAMPING: W 21 1973
 AW4526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4526
 AW4526  HISTORY     - Date     Condition        Report By
 AW4526  HISTORY     - 1973     MONUMENTED       TXHD
 AW4526  HISTORY     - 1973     GOOD             NGS
 AW4526  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 AW4526
 AW4526                          STATION DESCRIPTION
 AW4526
 AW4526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4526'6.05 MI NE FROM ADDICKS.
 AW4526'ABOUT 4.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4526'RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE 1.15 MILES NORTH ALONG
 AW4526'NORTH WESTBELT DRIVE, ABOUT 189 FEET WEST-NORTHWEST OF THE NORTHWEST
 AW4526'CORNER OF CHEMICAL ASSOCIATES, INC., 73 FEET EAST OF THE CENTER LINE
 AW4526'OF WESTBELT DRIVE, 260 FEET NORTHWEST OF A FLAG POLE ON THE PROPERTY
 AW4526'OF CHEMICAL ASSOCIATES, INC., 117.2 FEET SOUTHWEST OF A FIRE HYDRANT,
 AW4526'129 1/2 FEET NORTH OF A PRIVATE DRIVE TO THE CHEMICAL ASSOCIATES,
 AW4526'INC., 1 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW4526'GROUND, AND IS A DISK SET ON A 20-FOOT ROD SURROUNDED BY CEMENT.
 AW4526
 AW4526                          STATION RECOVERY (1996)
 AW4526
 AW4526'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0123 ***********************************************************************
 AX0123  DESIGNATION -  W 210
 AX0123  PID         -  AX0123
 AX0123  STATE/COUNTY-  TX/COLORADO
 AX0123  USGS QUAD   -  ALTAIR (1981)
 AX0123
 AX0123                         *CURRENT SURVEY CONTROL
 AX0123  ___________________________________________________________________
 AX0123* NAD 83(1986)-  29 35 34.     (N)    096 22 32.     (W)     SCALED    
 AX0123* NAVD 88     -        57.70   (+/-2cm)     189.3    (feet)  VERTCON   
 AX0123  ___________________________________________________________________
 AX0123  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0123
 AX0123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0123
 AX0123.The horizontal coordinates were scaled from a topographic map and have
 AX0123.an estimated accuracy of +/- 6 seconds.
 AX0123
 AX0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0123.The vertical order pertains to the NGVD 29 superseded value.
 AX0123
 AX0123.The geoid height was determined by GEOID03.
 AX0123
 AX0123;                    North         East    Units  Estimated Accuracy
 AX0123;SPC TXSC     - 4,197,850.      854,200.      MT  (+/- 180 meters Scaled)
 AX0123
 AX0123                          SUPERSEDED SURVEY CONTROL
 AX0123
 AX0123  NGVD 29 (??/??/92)   57.686  (m)          189.26   (f) ADJ UNCH    2 0
 AX0123
 AX0123.Superseded values are not recommended for survey control.
 AX0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0123.See file dsdata.txt to determine how the superseded data were derived.
 AX0123
 AX0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT541765(NAD 83)
 AX0123_MARKER: DB = BENCH MARK DISK
 AX0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0123_STAMPING: 189.258 W 210 1934
 AX0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0123+STABILITY: SURFACE MOTION
 AX0123
 AX0123  HISTORY     - Date     Condition        Report By
 AX0123  HISTORY     - 1934     MONUMENTED       CGS
 AX0123
 AX0123                          STATION DESCRIPTION
 AX0123
 AX0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0123'2.7 MI W FROM EAGLE LAKE.
 AX0123'ABOUT 2.7 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0123'STATION AT EAGLE LAKE, COLORADO COUNTY, ABOUT 0.2 MILE WEST OF
 AX0123'MILEPOST 64, AT A ROAD CROSSING, 31 FEET NORTH OF THE CENTER LINE OF
 AX0123'THE TRACK, AND 20 FEET WEST OF THE CENTER LINE OF THE ROAD.  A
 AX0123'STANDARD DISK, STAMPED 189.258 W 210 1934 AND SET IN THE TOP OF A
 AX0123'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0041 ***********************************************************************
 CB0041  DESIGNATION -  W 211
 CB0041  PID         -  CB0041
 CB0041  STATE/COUNTY-  TX/RUNNELS
 CB0041  USGS QUAD   -  MILES (1984)
 CB0041
 CB0041                         *CURRENT SURVEY CONTROL
 CB0041  ___________________________________________________________________
 CB0041* NAD 83(1986)-  31 35 20.     (N)    100 12 03.     (W)     SCALED    
 CB0041* NAVD 88     -       549.254  (meters)    1802.01   (feet)  ADJUSTED  
 CB0041  ___________________________________________________________________
 CB0041  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 CB0041  DYNAMIC HT  -         548.515 (meters)    1799.59  (feet)  COMP
 CB0041  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 CB0041
 CB0041  VERT ORDER  -  SECOND    CLASS 0
 CB0041
 CB0041.The horizontal coordinates were scaled from a topographic map and have
 CB0041.an estimated accuracy of +/- 6 seconds.
 CB0041
 CB0041.The orthometric height was determined by differential leveling
 CB0041.and adjusted by the National Geodetic Survey in June 1991..
 CB0041
 CB0041.The geoid height was determined by GEOID03.
 CB0041
 CB0041.The dynamic height is computed by dividing the NAVD 88
 CB0041.geopotential number by the normal gravity value computed on the
 CB0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0041.degrees latitude (g = 980.6199 gals.).
 CB0041
 CB0041.The modeled gravity was interpolated from observed gravity values.
 CB0041
 CB0041;                    North         East    Units  Estimated Accuracy
 CB0041;SPC TX C     - 3,213,100.      712,580.      MT  (+/- 180 meters Scaled)
 CB0041
 CB0041                          SUPERSEDED SURVEY CONTROL
 CB0041
 CB0041  NGVD 29 (??/??/92)  549.124  (m)         1801.58   (f) ADJ UNCH    2 0
 CB0041
 CB0041.Superseded values are not recommended for survey control.
 CB0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0041.See file dsdata.txt to determine how the superseded data were derived.
 CB0041
 CB0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV860954(NAD 83)
 CB0041_MARKER: DB = BENCH MARK DISK
 CB0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0041_SP_SET: CULVERT
 CB0041_STAMPING: 1801.519 W 211 1934
 CB0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0041
 CB0041  HISTORY     - Date     Condition        Report By
 CB0041  HISTORY     - 1934     MONUMENTED       CGS
 CB0041  HISTORY     - 1940     GOOD             NGS
 CB0041
 CB0041                          STATION DESCRIPTION
 CB0041
 CB0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0041'1.3 MI SW FROM MILES.
 CB0041'1.3 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0041'MILES, RUNNELS COUNTY, 0.5 MILE SOUTHWEST OF MILEPOST 55, AT A LARGE
 CB0041'CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST HEADWALL, AND 12 FEET
 CB0041'SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 CB0041'1801.519 W 211 1934.
 CB0041
 CB0041                          STATION RECOVERY (1940)
 CB0041
 CB0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0365 ***********************************************************************
 AX0365  DESIGNATION -  W 212
 AX0365  PID         -  AX0365
 AX0365  STATE/COUNTY-  TX/WHARTON
 AX0365  USGS QUAD   -  BONUS (1981)
 AX0365
 AX0365                         *CURRENT SURVEY CONTROL
 AX0365  ___________________________________________________________________
 AX0365* NAD 83(1986)-  29 29 11.     (N)    096 18 18.     (W)     SCALED    
 AX0365* NAVD 88     -        47.42   (+/-2cm)     155.6    (feet)  VERTCON   
 AX0365  ___________________________________________________________________
 AX0365  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0365
 AX0365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0365
 AX0365.The horizontal coordinates were scaled from a topographic map and have
 AX0365.an estimated accuracy of +/- 6 seconds.
 AX0365
 AX0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0365.The vertical order pertains to the NGVD 29 superseded value.
 AX0365
 AX0365.The geoid height was determined by GEOID03.
 AX0365
 AX0365;                    North         East    Units  Estimated Accuracy
 AX0365;SPC TXSC     - 4,186,210.      861,300.      MT  (+/- 180 meters Scaled)
 AX0365
 AX0365                          SUPERSEDED SURVEY CONTROL
 AX0365
 AX0365  NGVD 29 (??/??/92)   47.416  (m)          155.56   (f) ADJ UNCH    2 0
 AX0365
 AX0365.Superseded values are not recommended for survey control.
 AX0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0365.See file dsdata.txt to determine how the superseded data were derived.
 AX0365
 AX0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT613649(NAD 83)
 AX0365_MARKER: DB = BENCH MARK DISK
 AX0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0365_STAMPING: W-212 1934
 AX0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0365+STABILITY: SURFACE MOTION
 AX0365
 AX0365  HISTORY     - Date     Condition        Report By
 AX0365  HISTORY     - 1934     MONUMENTED       CGS
 AX0365  HISTORY     - 1943     GOOD             CGS
 AX0365
 AX0365                          STATION DESCRIPTION
 AX0365
 AX0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0365'2.3 MI SE FROM MATHEWS.
 AX0365'2.3 MILES SOUTHEAST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD. AT
 AX0365'NORTHEAST END OF MCDOW SIDEING, OPPOSITE MILE POST 25, 50 FEET EAST OF
 AX0365'CENTER OF TRACK.
 AX0365
 AX0365                          STATION RECOVERY (1943)
 AX0365
 AX0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0365'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT
 AX0365'MATTHEWS, PROCEED 2.25 MILES SOUTHEASTERLY ALONG THE TRACK TO MILE
 AX0365'POST NO. 25 AND SITE OF BENCH MARK. BENCH MARK IS 76.0 YARDS
 AX0365'NORTHWEST OF A RAILROAD SIGN WITH THE WORD "MCDOW" ON IT. IT IS 136.5
 AX0365'FEET EAST OF AND ACROSS THE TRACK FROM THE SWITCH STAND AT THE
 AX0365'NORTHWEST END OF THE MCDOW SIDING, 99.0 FEET NORTHEAST OF AND ACROSS
 AX0365'THE TRACK FROM MILE POST NO. 25, 46.5 FEET NORTHEAST OF AND ABOUT THE
 AX0365'SAME ELEVATION AS THE CENTER- LINE OF THE TRACK, 3.0 FEET SOUTHWEST
 AX0365'OF THE NORTHEAST RIGHT-OF-WAY FENCE. MONUMENT IS 2.0 FEET NORTHWEST
 AX0365'OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE
 AX0365'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1340 ***********************************************************************
 AY1340  DESIGNATION -  W 213
 AY1340  PID         -  AY1340
 AY1340  STATE/COUNTY-  TX/UVALDE
 AY1340  USGS QUAD   -  TRIO (1969)
 AY1340
 AY1340                         *CURRENT SURVEY CONTROL
 AY1340  ___________________________________________________________________
 AY1340* NAD 83(1986)-  29 24 09.     (N)    099 33 24.     (W)     SCALED    
 AY1340* NAVD 88     -       324.241  (meters)    1063.78   (feet)  POSTED    
 AY1340  ___________________________________________________________________
 AY1340  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AY1340  DYNAMIC HT  -         323.770 (meters)    1062.24  (feet)  COMP
 AY1340  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 AY1340
 AY1340  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1340
 AY1340.The horizontal coordinates were scaled from a topographic map and have
 AY1340.an estimated accuracy of +/- 6 seconds.
 AY1340
 AY1340.The orthometric height was determined by differential leveling
 AY1340.and adjusted by the National Geodetic Survey in 1992..
 AY1340.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1340.rate of 1.1 thru 2.0 mm/km.
 AY1340
 AY1340.The geoid height was determined by GEOID03.
 AY1340
 AY1340.The dynamic height is computed by dividing the NAVD 88
 AY1340.geopotential number by the normal gravity value computed on the
 AY1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1340.degrees latitude (g = 980.6199 gals.).
 AY1340
 AY1340.The modeled gravity was interpolated from observed gravity values.
 AY1340
 AY1340;                    North         East    Units  Estimated Accuracy
 AY1340;SPC TXSC     - 4,174,030.      545,980.      MT  (+/- 180 meters Scaled)
 AY1340
 AY1340                          SUPERSEDED SURVEY CONTROL
 AY1340
 AY1340  NGVD 29 (??/??/92)  324.145  (m)         1063.47   (f) ADJ UNCH    2 0
 AY1340
 AY1340.Superseded values are not recommended for survey control.
 AY1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1340.See file dsdata.txt to determine how the superseded data were derived.
 AY1340
 AY1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT459527(NAD 83)
 AY1340_MARKER: DB = BENCH MARK DISK
 AY1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1340_STAMPING: W 213 1934
 AY1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1340+STABILITY: SURFACE MOTION
 AY1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1340+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 AY1340
 AY1340  HISTORY     - Date     Condition        Report By
 AY1340  HISTORY     - 1934     MONUMENTED       CGS
 AY1340  HISTORY     - 1953     GOOD             NGS
 AY1340  HISTORY     - 1987     GOOD             USPSQD
 AY1340  HISTORY     - 20040729 GOOD             USPSQD
 AY1340
 AY1340                          STATION DESCRIPTION
 AY1340
 AY1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1340'8.3 MI NW FROM SABINAL.
 AY1340'8.3 MILES NORTHWEST ALONG STATE HIGHWAY 127 FROM THE TEXAS AND NEW
 AY1340'ORLEANS RAILROAD STATION AT SABINAL, ACROSS THE HIGHWAY FROM A WHITE
 AY1340'HOUSE, 54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 58 FEET
 AY1340'NORTHWEST OF A POWER POLE, 9.4 FEET NORTHWEST OF A GATE POST, 10 FEET
 AY1340'SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTH, 3 FEET
 AY1340'NORTH OF A FENCE, 3.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 AY1340'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1340
 AY1340                          STATION RECOVERY (1987)
 AY1340
 AY1340'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1340'RECOVERED IN GOOD CONDITION.
 AY1340
 AY1340                          STATION RECOVERY (2004)
 AY1340
 AY1340'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1448 ***********************************************************************
 AY1448  DESIGNATION -  W 214
 AY1448  PID         -  AY1448
 AY1448  STATE/COUNTY-  TX/REAL
 AY1448  USGS QUAD   -  HILLCREST RANCH (1964)
 AY1448
 AY1448                         *CURRENT SURVEY CONTROL
 AY1448  ___________________________________________________________________
 AY1448* NAD 83(1986)-  29 56 14.     (N)    099 43 38.     (W)     SCALED    
 AY1448* NAVD 88     -       650.794  (meters)    2135.15   (feet)  ADJUSTED  
 AY1448  ___________________________________________________________________
 AY1448  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 AY1448  DYNAMIC HT  -         649.823 (meters)    2131.96  (feet)  COMP
 AY1448  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AY1448
 AY1448  VERT ORDER  -  SECOND    CLASS 0
 AY1448
 AY1448.The horizontal coordinates were scaled from a topographic map and have
 AY1448.an estimated accuracy of +/- 6 seconds.
 AY1448
 AY1448.The orthometric height was determined by differential leveling
 AY1448.and adjusted by the National Geodetic Survey in June 1991..
 AY1448
 AY1448.The geoid height was determined by GEOID03.
 AY1448
 AY1448.The dynamic height is computed by dividing the NAVD 88
 AY1448.geopotential number by the normal gravity value computed on the
 AY1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1448.degrees latitude (g = 980.6199 gals.).
 AY1448
 AY1448.The modeled gravity was interpolated from observed gravity values.
 AY1448
 AY1448;                    North         East    Units  Estimated Accuracy
 AY1448;SPC TXSC     - 4,233,390.      529,800.      MT  (+/- 180 meters Scaled)
 AY1448
 AY1448                          SUPERSEDED SURVEY CONTROL
 AY1448
 AY1448  NGVD 29 (??/??/92)  650.682  (m)         2134.78   (f) ADJ UNCH    2 0
 AY1448
 AY1448.Superseded values are not recommended for survey control.
 AY1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1448.See file dsdata.txt to determine how the superseded data were derived.
 AY1448
 AY1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU298120(NAD 83)
 AY1448_MARKER: DB = BENCH MARK DISK
 AY1448_SETTING: 66 = SET IN ROCK OUTCROP
 AY1448_SP_SET: ROCK OUTCROP
 AY1448_STAMPING: W 214 1934
 AY1448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1448+STABILITY: POSITION/ELEVATION WELL
 AY1448
 AY1448  HISTORY     - Date     Condition        Report By
 AY1448  HISTORY     - 1934     MONUMENTED       CGS
 AY1448  HISTORY     - 1953     GOOD             NGS
 AY1448  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1448
 AY1448                          STATION DESCRIPTION
 AY1448
 AY1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1448'31.85 MI SW FROM HUNT.
 AY1448'28.9 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 AY1448'HUNT, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 0.1 MILE
 AY1448'WEST ALONG A PRIVATE ROAD, THENCE 0.55 MILE SOUTHWEST ALONG A TRACK
 AY1448'ROAD, THENCE 2.0 MILES WEST ALONG AN ABANDONED ROAD, 0.3 MILE WEST OF
 AY1448'A WINDMILL, 300 FEET NORTHEAST OF A WOODED RAVINE, 47 FEET NORTH OF
 AY1448'THE CENTER LINE OF AN ABANDONED ROAD, 19.2 FEET NORTHWEST OF A 4 INCH
 AY1448'OAK TREE, 19.2 FEET NORTHWEST OF A WITNESS POST, 0.1 FOOT ABOVE THE
 AY1448'GROUND, SET IN THE TOP OF A SMALL ROCK OUTCROP, 2.8 MILES NORTHEAST OF
 AY1448'BENCH MARK V 214.
 AY1448
 AY1448                          STATION RECOVERY (2001)
 AY1448
 AY1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1448'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0236 ***********************************************************************
 AO0236  DESIGNATION -  W 215
 AO0236  PID         -  AO0236
 AO0236  STATE/COUNTY-  TX/LA SALLE
 AO0236  USGS QUAD   -  WOODWARD (1974)
 AO0236
 AO0236                         *CURRENT SURVEY CONTROL
 AO0236  ___________________________________________________________________
 AO0236* NAD 83(1986)-  28 31 58.     (N)    099 21 34.     (W)     SCALED    
 AO0236* NAVD 88     -       148.554  (meters)     487.38   (feet)  ADJUSTED  
 AO0236  ___________________________________________________________________
 AO0236  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AO0236  DYNAMIC HT  -         148.332 (meters)     486.65  (feet)  COMP
 AO0236  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 AO0236
 AO0236  VERT ORDER  -  SECOND    CLASS 0
 AO0236
 AO0236.The horizontal coordinates were scaled from a topographic map and have
 AO0236.an estimated accuracy of +/- 6 seconds.
 AO0236
 AO0236.The orthometric height was determined by differential leveling
 AO0236.and adjusted by the National Geodetic Survey in June 1991..
 AO0236
 AO0236.The geoid height was determined by GEOID03.
 AO0236
 AO0236.The dynamic height is computed by dividing the NAVD 88
 AO0236.geopotential number by the normal gravity value computed on the
 AO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0236.degrees latitude (g = 980.6199 gals.).
 AO0236
 AO0236.The modeled gravity was interpolated from observed gravity values.
 AO0236
 AO0236;                    North         East    Units  Estimated Accuracy
 AO0236;SPC TXSC     - 4,077,570.      564,820.      MT  (+/- 180 meters Scaled)
 AO0236
 AO0236                          SUPERSEDED SURVEY CONTROL
 AO0236
 AO0236  NGVD 29 (??/??/92)  148.472  (m)          487.11   (f) ADJ UNCH    2 0
 AO0236
 AO0236.Superseded values are not recommended for survey control.
 AO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0236.See file dsdata.txt to determine how the superseded data were derived.
 AO0236
 AO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS648562(NAD 83)
 AO0236_MARKER: DB = BENCH MARK DISK
 AO0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0236_SP_SET: MONUMENT
 AO0236_STAMPING: W-215 1934
 AO0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0236
 AO0236  HISTORY     - Date     Condition        Report By
 AO0236  HISTORY     - 1934     MONUMENTED       CGS
 AO0236  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0236
 AO0236                          STATION DESCRIPTION
 AO0236
 AO0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0236'2.5 MI W FROM WOODWARD.
 AO0236'2.5 MILES W OF, AND ALONG THE S. A. U. AND G. R. R. ACROSS THE TRACK
 AO0236'AND 400 FT. W OF MILE POST A-114.  53 FT. S OF CENTER-LINE OF TRACK
 AO0236'AND 2 FT. N OF R/W FENCE.
 AO0236
 AO0236                          STATION RECOVERY (1974)
 AO0236
 AO0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0443 ***********************************************************************
 AO0443  DESIGNATION -  W 216
 AO0443  PID         -  AO0443
 AO0443  STATE/COUNTY-  TX/ZAVALA
 AO0443  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0443
 AO0443                         *CURRENT SURVEY CONTROL
 AO0443  ___________________________________________________________________
 AO0443* NAD 83(1986)-  28 41 54.     (N)    099 50 03.     (W)     SCALED    
 AO0443* NAVD 88     -       173.938  (meters)     570.66   (feet)  ADJUSTED  
 AO0443  ___________________________________________________________________
 AO0443  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AO0443  DYNAMIC HT  -         173.682 (meters)     569.82  (feet)  COMP
 AO0443  MODELED GRAV-     979,167.5   (mgal)                       NAVD 88
 AO0443
 AO0443  VERT ORDER  -  SECOND    CLASS 0
 AO0443
 AO0443.The horizontal coordinates were scaled from a topographic map and have
 AO0443.an estimated accuracy of +/- 6 seconds.
 AO0443
 AO0443.The orthometric height was determined by differential leveling
 AO0443.and adjusted by the National Geodetic Survey in June 1991..
 AO0443
 AO0443.The geoid height was determined by GEOID03.
 AO0443
 AO0443.The dynamic height is computed by dividing the NAVD 88
 AO0443.geopotential number by the normal gravity value computed on the
 AO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0443.degrees latitude (g = 980.6199 gals.).
 AO0443
 AO0443.The modeled gravity was interpolated from observed gravity values.
 AO0443
 AO0443;                    North         East    Units  Estimated Accuracy
 AO0443;SPC TXSC     - 4,096,160.      518,490.      MT  (+/- 180 meters Scaled)
 AO0443
 AO0443                          SUPERSEDED SURVEY CONTROL
 AO0443
 AO0443  NGVD 29 (??/??/92)  173.842  (m)          570.35   (f) ADJ UNCH    2 0
 AO0443
 AO0443.Superseded values are not recommended for survey control.
 AO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0443.See file dsdata.txt to determine how the superseded data were derived.
 AO0443
 AO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS185748(NAD 83)
 AO0443_MARKER: DB = BENCH MARK DISK
 AO0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0443_STAMPING: W-216 1934
 AO0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0443+STABILITY: SURFACE MOTION
 AO0443
 AO0443  HISTORY     - Date     Condition        Report By
 AO0443  HISTORY     - 1934     MONUMENTED       CGS
 AO0443  HISTORY     - 1940     GOOD             NGS
 AO0443  HISTORY     - 1981     GOOD             LOCSUR
 AO0443  HISTORY     - 19970412 POOR             USPSQD
 AO0443  HISTORY     - 20010823 MARK NOT FOUND   USPSQD
 AO0443
 AO0443                          STATION DESCRIPTION
 AO0443
 AO0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0443'1.3 MI N FROM CRYSTAL CITY.
 AO0443'1.3 MILES N OF, AND ALONG THE S. A. U. AND G. R. R. ABOUT 1050 FT. N
 AO0443'OF MILE POST B-147 AT A CROSS.  53 FT. N OF CENTER-LINE OF CROSS ROAD
 AO0443'AND 37 FT. E OF CENTER-LINE OF TRACK.
 AO0443
 AO0443                          STATION RECOVERY (1940)
 AO0443
 AO0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0443'RECOVERED IN GOOD CONDITION.
 AO0443
 AO0443                          STATION RECOVERY (1981)
 AO0443
 AO0443'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 AO0443'RECOVERED IN GOOD CONDITION.
 AO0443
 AO0443                          STATION RECOVERY (1997)
 AO0443
 AO0443'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0443'MARK RECOVERED IN POOR CONDITION.
 AO0443
 AO0443                          STATION RECOVERY (2001)
 AO0443
 AO0443'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0221 ***********************************************************************
 AZ0221  DESIGNATION -  W 217
 AZ0221  PID         -  AZ0221
 AZ0221  STATE/COUNTY-  TX/VAL VERDE
 AZ0221  USGS QUAD   -  OPEN HOLLOW (1978)
 AZ0221
 AZ0221                         *CURRENT SURVEY CONTROL
 AZ0221  ___________________________________________________________________
 AZ0221* NAD 83(1986)-  29 53 40.     (N)    100 46 16.     (W)     SCALED    
 AZ0221* NAVD 88     -       572.063  (meters)    1876.84   (feet)  ADJUSTED  
 AZ0221  ___________________________________________________________________
 AZ0221  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AZ0221  DYNAMIC HT  -         571.219 (meters)    1874.07  (feet)  COMP
 AZ0221  MODELED GRAV-     979,148.7   (mgal)                       NAVD 88
 AZ0221
 AZ0221  VERT ORDER  -  SECOND    CLASS 0
 AZ0221
 AZ0221.The horizontal coordinates were scaled from a topographic map and have
 AZ0221.an estimated accuracy of +/- 6 seconds.
 AZ0221
 AZ0221.The orthometric height was determined by differential leveling
 AZ0221.and adjusted by the National Geodetic Survey in June 1991..
 AZ0221
 AZ0221.The geoid height was determined by GEOID03.
 AZ0221
 AZ0221.The dynamic height is computed by dividing the NAVD 88
 AZ0221.geopotential number by the normal gravity value computed on the
 AZ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0221.degrees latitude (g = 980.6199 gals.).
 AZ0221
 AZ0221.The modeled gravity was interpolated from observed gravity values.
 AZ0221
 AZ0221;                    North         East    Units  Estimated Accuracy
 AZ0221;SPC TXSC     - 4,229,720.      428,950.      MT  (+/- 180 meters Scaled)
 AZ0221
 AZ0221                          SUPERSEDED SURVEY CONTROL
 AZ0221
 AZ0221  NGVD 29 (??/??/92)  571.966  (m)         1876.53   (f) ADJ UNCH    2 0
 AZ0221
 AZ0221.Superseded values are not recommended for survey control.
 AZ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0221.See file dsdata.txt to determine how the superseded data were derived.
 AZ0221
 AZ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU289084(NAD 83)
 AZ0221_MARKER: DB = BENCH MARK DISK
 AZ0221_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0221_SP_SET: LEDGE
 AZ0221_STAMPING: W 217 1934 1876.525
 AZ0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0221+STABILITY: POSITION/ELEVATION WELL
 AZ0221
 AZ0221  HISTORY     - Date     Condition        Report By
 AZ0221  HISTORY     - 1934     MONUMENTED       CGS
 AZ0221  HISTORY     - 1958     GOOD             NGS
 AZ0221
 AZ0221                          STATION DESCRIPTION
 AZ0221
 AZ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0221'23.4 MI NW FROM CARTA VALLEY.
 AZ0221'ABOUT 10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE POST OFFICE
 AZ0221'AT CARTA VALLEY, THENCE ABOUT 13.1 MILE NORTH ALONG U.S. HIGHWAY 277.
 AZ0221'IN THE TOP OF A LIMESTONE LEDGE, 51 FEET SOUTHEAST OF THE CENTER LINE
 AZ0221'OF THE HIGHWAY, ABOUT 1.55 MILES SOUTH OF A FILLING STATION AND STORE
 AZ0221'AT LOMA ALTA, 38 FEET NORTHWEST OF A FENCE LINE, AT THE FOOT OF THE
 AZ0221'NORTH SLOPE OF A HILL, ABOUT 0.2 MILE NORTH-NORTHEAST OF A RANCH
 AZ0221'HOUSE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0130 ***********************************************************************
 BO0130  DESIGNATION -  W 218
 BO0130  PID         -  BO0130
 BO0130  STATE/COUNTY-  TX/SUTTON
 BO0130  USGS QUAD   -  SONORA (1982)
 BO0130
 BO0130                         *CURRENT SURVEY CONTROL
 BO0130  ___________________________________________________________________
 BO0130* NAD 83(1986)-  30 32 03.     (N)    100 40 15.     (W)     SCALED    
 BO0130* NAVD 88     -       643.798  (meters)    2112.19   (feet)  ADJUSTED  
 BO0130  ___________________________________________________________________
 BO0130  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BO0130  DYNAMIC HT  -         642.855 (meters)    2109.10  (feet)  COMP
 BO0130  MODELED GRAV-     979,156.7   (mgal)                       NAVD 88
 BO0130
 BO0130  VERT ORDER  -  SECOND    CLASS 0
 BO0130
 BO0130.The horizontal coordinates were scaled from a topographic map and have
 BO0130.an estimated accuracy of +/- 6 seconds.
 BO0130
 BO0130.The orthometric height was determined by differential leveling
 BO0130.and adjusted by the National Geodetic Survey in June 1991..
 BO0130
 BO0130.The geoid height was determined by GEOID03.
 BO0130
 BO0130.The dynamic height is computed by dividing the NAVD 88
 BO0130.geopotential number by the normal gravity value computed on the
 BO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0130.degrees latitude (g = 980.6199 gals.).
 BO0130
 BO0130.The modeled gravity was interpolated from observed gravity values.
 BO0130
 BO0130;                    North         East    Units  Estimated Accuracy
 BO0130;SPC TX C     - 3,096,220.      667,620.      MT  (+/- 180 meters Scaled)
 BO0130
 BO0130                          SUPERSEDED SURVEY CONTROL
 BO0130
 BO0130  NGVD 29 (??/??/92)  643.616  (m)         2111.60   (f) ADJ UNCH    2 0
 BO0130
 BO0130.Superseded values are not recommended for survey control.
 BO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0130.See file dsdata.txt to determine how the superseded data were derived.
 BO0130
 BO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU397791(NAD 83)
 BO0130_MARKER: DB = BENCH MARK DISK
 BO0130_SETTING: 66 = SET IN ROCK OUTCROP
 BO0130_SP_SET: OUTCROP
 BO0130_STAMPING: W 218 1934 2111.597
 BO0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0130+STABILITY: POSITION/ELEVATION WELL
 BO0130
 BO0130  HISTORY     - Date     Condition        Report By
 BO0130  HISTORY     - 1934     MONUMENTED       CGS
 BO0130  HISTORY     - 1958     GOOD             NGS
 BO0130
 BO0130                          STATION DESCRIPTION
 BO0130
 BO0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0130'2.9 MI SW FROM SONORA.
 BO0130'ABOUT 2.9 MILES SOUTHWEST ALONG U. S. HIGHWAY 277 FROM THE
 BO0130'INTERSECTION OF 3RD STREET AND CROCKETT AVENUE AT SONORA, IN THE TOP
 BO0130'OF A LIMESTONE OUTCROP FLUSH WITH THE GROUND, 105 FEET WEST OF THE
 BO0130'CENTER LINE OF THE HIGHWAY, 44 FEET WEST OF A FENCE, 48 FEET NORTHWEST
 BO0130'OF A POWER POLE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0306 ***********************************************************************
 BN0306  DESIGNATION -  W 219
 BN0306  PID         -  BN0306
 BN0306  STATE/COUNTY-  TX/KERR
 BN0306  USGS QUAD   -  LEGION (1982)
 BN0306
 BN0306                         *CURRENT SURVEY CONTROL
 BN0306  ___________________________________________________________________
 BN0306* NAD 83(1986)-  30 00 43.     (N)    099 06 51.     (W)     SCALED    
 BN0306* NAVD 88     -       486.769  (meters)    1597.01   (feet)  ADJUSTED  
 BN0306  ___________________________________________________________________
 BN0306  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BN0306  DYNAMIC HT  -         486.076 (meters)    1594.73  (feet)  COMP
 BN0306  MODELED GRAV-     979,202.7   (mgal)                       NAVD 88
 BN0306
 BN0306  VERT ORDER  -  SECOND    CLASS 0
 BN0306
 BN0306.The horizontal coordinates were scaled from a topographic map and have
 BN0306.an estimated accuracy of +/- 6 seconds.
 BN0306
 BN0306.The orthometric height was determined by differential leveling
 BN0306.and adjusted by the National Geodetic Survey in June 1991..
 BN0306
 BN0306.The geoid height was determined by GEOID03.
 BN0306
 BN0306.The dynamic height is computed by dividing the NAVD 88
 BN0306.geopotential number by the normal gravity value computed on the
 BN0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0306.degrees latitude (g = 980.6199 gals.).
 BN0306
 BN0306.The modeled gravity was interpolated from observed gravity values.
 BN0306
 BN0306;                    North         East    Units  Estimated Accuracy
 BN0306;SPC TXSC     - 4,241,460.      588,990.      MT  (+/- 180 meters Scaled)
 BN0306
 BN0306                          SUPERSEDED SURVEY CONTROL
 BN0306
 BN0306  NGVD 29 (??/??/92)  486.702  (m)         1596.79   (f) ADJ UNCH    2 0
 BN0306
 BN0306.Superseded values are not recommended for survey control.
 BN0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0306.See file dsdata.txt to determine how the superseded data were derived.
 BN0306
 BN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU889201(NAD 83)
 BN0306_MARKER: DB = BENCH MARK DISK
 BN0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0306_STAMPING: W 219 1934
 BN0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0306+STABILITY: SURFACE MOTION
 BN0306
 BN0306  HISTORY     - Date     Condition        Report By
 BN0306  HISTORY     - 1934     MONUMENTED       CGS
 BN0306  HISTORY     - 1953     GOOD             NGS
 BN0306  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 BN0306
 BN0306                          STATION DESCRIPTION
 BN0306
 BN0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0306'3.3 MI SE FROM KERRVILLE.
 BN0306'3.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BN0306'STATION AT KERRVILLE, AT A ROAD CROSSING, AT THE SOUTHEAST CORNER OF
 BN0306'THE PROPERTY OF THE VETERANS ADMINISTRATION HOSPITAL, 67 FEET
 BN0306'NORTHWEST OF THE CENTER LINE OF A ROAD, 45 FEET NORTHEAST OF THE
 BN0306'NORTHEAST RAIL, 6 FEET WEST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A
 BN0306'FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BN0306'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BN0306
 BN0306                          STATION RECOVERY (2004)
 BN0306
 BN0306'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0353 ***********************************************************************
 BN0353  DESIGNATION -  W 220
 BN0353  PID         -  BN0353
 BN0353  STATE/COUNTY-  TX/REAL
 BN0353  USGS QUAD   -  EARWOOD CREEK (1971)
 BN0353
 BN0353                         *CURRENT SURVEY CONTROL
 BN0353  ___________________________________________________________________
 BN0353* NAD 83(1986)-  30 03 43.     (N)    099 45 29.     (W)     SCALED    
 BN0353* NAVD 88     -       668.356  (meters)    2192.76   (feet)  ADJUSTED  
 BN0353  ___________________________________________________________________
 BN0353  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 BN0353  DYNAMIC HT  -         667.361 (meters)    2189.50  (feet)  COMP
 BN0353  MODELED GRAV-     979,130.7   (mgal)                       NAVD 88
 BN0353
 BN0353  VERT ORDER  -  SECOND    CLASS 0
 BN0353
 BN0353.The horizontal coordinates were scaled from a topographic map and have
 BN0353.an estimated accuracy of +/- 6 seconds.
 BN0353
 BN0353.The orthometric height was determined by differential leveling
 BN0353.and adjusted by the National Geodetic Survey in June 1991..
 BN0353
 BN0353.The geoid height was determined by GEOID03.
 BN0353
 BN0353.The dynamic height is computed by dividing the NAVD 88
 BN0353.geopotential number by the normal gravity value computed on the
 BN0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0353.degrees latitude (g = 980.6199 gals.).
 BN0353
 BN0353.The modeled gravity was interpolated from observed gravity values.
 BN0353
 BN0353;                    North         East    Units  Estimated Accuracy
 BN0353;SPC TXSC     - 4,247,230.      526,910.      MT  (+/- 180 meters Scaled)
 BN0353
 BN0353                          SUPERSEDED SURVEY CONTROL
 BN0353
 BN0353  NGVD 29 (??/??/92)  668.267  (m)         2192.47   (f) ADJ UNCH    2 0
 BN0353
 BN0353.Superseded values are not recommended for survey control.
 BN0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0353.See file dsdata.txt to determine how the superseded data were derived.
 BN0353
 BN0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU269258(NAD 83)
 BN0353_MARKER: DB = BENCH MARK DISK
 BN0353_SETTING: 66 = SET IN ROCK OUTCROP
 BN0353_SP_SET: ROCK OUTCROP
 BN0353_STAMPING: W-220 1934
 BN0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0353+STABILITY: POSITION/ELEVATION WELL
 BN0353
 BN0353  HISTORY     - Date     Condition        Report By
 BN0353  HISTORY     - 1934     MONUMENTED       CGS
 BN0353  HISTORY     - 1971     GOOD             USGS
 BN0353  HISTORY     - 20010730 GOOD             NGS
 BN0353
 BN0353                          STATION DESCRIPTION
 BN0353
 BN0353'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BN0353'31.2 MI NE FROM ROCKSPRINGS.
 BN0353'FROM THE JUNCTION OF HIGHWAYS U.S. 377 AND TEX. 55 AT EAST EDGE OF
 BN0353'ROCKSPRINGS PROCEED NORTH ALONG U.S. 377 FOR 7.9 MI. TO JUNCT. OF U.S.
 BN0353'377 AND TEX. 41, THENCE EAST ALONG TEX 41 FOR 23.3 MI TO BM ON RIGHT.
 BN0353'BM IS 0.19 MI. WEST OF A DRIVE NORTH, 277 FT. WEST AND 221 FT. SOUTH
 BN0353'OF CENTERLINE OF HIGHWAY AT CULVERT, AT THE NORTH EDGE OF A TREE
 BN0353'CLUMP.  A STANDARD TABLET SET IN A FLAT ROCK OUTCROP.
 BN0353
 BN0353                          STATION RECOVERY (2001)
 BN0353
 BN0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BN0353'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0164 ***********************************************************************
 CC0164  DESIGNATION -  W 221
 CC0164  PID         -  CC0164
 CC0164  STATE/COUNTY-  TX/UPTON
 CC0164  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0164
 CC0164                         *CURRENT SURVEY CONTROL
 CC0164  ___________________________________________________________________
 CC0164* NAD 83(1986)-  31 07 40.     (N)    102 13 11.     (W)     SCALED    
 CC0164* NAVD 88     -       744.264  (meters)    2441.81   (feet)  ADJUSTED  
 CC0164  ___________________________________________________________________
 CC0164  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CC0164  DYNAMIC HT  -         743.195 (meters)    2438.30  (feet)  COMP
 CC0164  MODELED GRAV-     979,180.7   (mgal)                       NAVD 88
 CC0164
 CC0164  VERT ORDER  -  FIRST     CLASS II
 CC0164
 CC0164.The horizontal coordinates were scaled from a topographic map and have
 CC0164.an estimated accuracy of +/- 6 seconds.
 CC0164
 CC0164.The orthometric height was determined by differential leveling
 CC0164.and adjusted by the National Geodetic Survey in June 1991..
 CC0164
 CC0164.The geoid height was determined by GEOID03.
 CC0164
 CC0164.The dynamic height is computed by dividing the NAVD 88
 CC0164.geopotential number by the normal gravity value computed on the
 CC0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0164.degrees latitude (g = 980.6199 gals.).
 CC0164
 CC0164.The modeled gravity was interpolated from observed gravity values.
 CC0164
 CC0164;                    North         East    Units  Estimated Accuracy
 CC0164;SPC TX C     - 3,163,500.      520,110.      MT  (+/- 180 meters Scaled)
 CC0164
 CC0164                          SUPERSEDED SURVEY CONTROL
 CC0164
 CC0164  NGVD 29 (??/??/92)  743.997  (m)         2440.93   (f) ADJ UNCH    1 2
 CC0164
 CC0164.Superseded values are not recommended for survey control.
 CC0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0164.See file dsdata.txt to determine how the superseded data were derived.
 CC0164
 CC0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ651470(NAD 83)
 CC0164_MARKER: DB = BENCH MARK DISK
 CC0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0164_SP_SET: STEPS
 CC0164_STAMPING: W-221 1934
 CC0164_MARK LOGO: CGS   
 CC0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0164
 CC0164  HISTORY     - Date     Condition        Report By
 CC0164  HISTORY     - 1934     MONUMENTED       CGS
 CC0164  HISTORY     - 1940     GOOD             NGS
 CC0164  HISTORY     - 1981     GOOD             NGS
 CC0164
 CC0164                          STATION DESCRIPTION
 CC0164
 CC0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0164'IN MCCAMEY.
 CC0164'MARK IS SET IN W END OF STEPS AT N ENTRANCE OF MCCAMEY HIGH SCHOOL
 CC0164'BUILDING.
 CC0164
 CC0164                          STATION RECOVERY (1940)
 CC0164
 CC0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CC0164'RECOVERED IN GOOD CONDITION.
 CC0164
 CC0164                          STATION RECOVERY (1981)
 CC0164
 CC0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0164'IN MCCAMEY, AT THE INTERSECTION OF EAST 11TH STREET AND MCKINNEY
 CC0164'AVENUE, IN TOP OF THE WEST END OF THE FIRST STEP OF THE NORTH ENTRANCE
 CC0164'TO THE MCCAMEY ELEMENTARY SCHOOL.
 CC0164'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0182 ***********************************************************************
 CB0182  DESIGNATION -  W 222
 CB0182  PID         -  CB0182
 CB0182  STATE/COUNTY-  TX/TOM GREEN
 CB0182  USGS QUAD   -  TANKERSLEY (1984)
 CB0182
 CB0182                         *CURRENT SURVEY CONTROL
 CB0182  ___________________________________________________________________
 CB0182* NAD 83(1986)-  31 21 00.     (N)    100 39 15.     (W)     SCALED    
 CB0182* NAVD 88     -       616.367  (meters)    2022.20   (feet)  ADJUSTED  
 CB0182  ___________________________________________________________________
 CB0182  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CB0182  DYNAMIC HT  -         615.520 (meters)    2019.42  (feet)  COMP
 CB0182  MODELED GRAV-     979,246.2   (mgal)                       NAVD 88
 CB0182
 CB0182  VERT ORDER  -  SECOND    CLASS 0
 CB0182
 CB0182.The horizontal coordinates were scaled from a topographic map and have
 CB0182.an estimated accuracy of +/- 6 seconds.
 CB0182
 CB0182.The orthometric height was determined by differential leveling
 CB0182.and adjusted by the National Geodetic Survey in June 1991..
 CB0182
 CB0182.The geoid height was determined by GEOID03.
 CB0182
 CB0182.The dynamic height is computed by dividing the NAVD 88
 CB0182.geopotential number by the normal gravity value computed on the
 CB0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0182.degrees latitude (g = 980.6199 gals.).
 CB0182
 CB0182.The modeled gravity was interpolated from observed gravity values.
 CB0182
 CB0182;                    North         East    Units  Estimated Accuracy
 CB0182;SPC TX C     - 3,186,650.      669,480.      MT  (+/- 180 meters Scaled)
 CB0182
 CB0182                          SUPERSEDED SURVEY CONTROL
 CB0182
 CB0182  NGVD 29 (??/??/92)  616.202  (m)         2021.66   (f) ADJ UNCH    2 0
 CB0182
 CB0182.Superseded values are not recommended for survey control.
 CB0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0182.See file dsdata.txt to determine how the superseded data were derived.
 CB0182
 CB0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV426695(NAD 83)
 CB0182_MARKER: DB = BENCH MARK DISK
 CB0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0182_STAMPING: W-222 1934
 CB0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0182+STABILITY: SURFACE MOTION
 CB0182
 CB0182  HISTORY     - Date     Condition        Report By
 CB0182  HISTORY     - 1934     MONUMENTED       CGS
 CB0182  HISTORY     - 1956     MARK NOT FOUND   USGS
 CB0182  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0182
 CB0182                          STATION DESCRIPTION
 CB0182
 CB0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0182'0.6 MI W FROM TANKERSLY.
 CB0182'0.6 MILE W OF AND ALONG PANHANDLE AND S. F. R. R. 0.6 MILE W OF
 CB0182'TANKERSLY AT MILE POST 733.  148 FT. N OF CENTER OF TRACK.  64 FT. N
 CB0182'OF CENTER OF PAVEMENT OF PAVEMENT OF U.S. HWY NO. 67 AND 2 FT S OF
 CB0182'HIGHWAY R/W FENCE.
 CB0182
 CB0182                          STATION RECOVERY (1956)
 CB0182
 CB0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CB0182'MARK NOT FOUND.
 CB0182
 CB0182                          STATION RECOVERY (1981)
 CB0182
 CB0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0387 ***********************************************************************
 CB0387  DESIGNATION -  W 223
 CB0387  PID         -  CB0387
 CB0387  STATE/COUNTY-  TX/REAGAN
 CB0387  USGS QUAD   -  BEST (1970)
 CB0387
 CB0387                         *CURRENT SURVEY CONTROL
 CB0387  ___________________________________________________________________
 CB0387* NAD 83(1986)-  31 11 43.     (N)    101 33 27.     (W)     SCALED    
 CB0387* NAVD 88     -       821.542  (meters)    2695.34   (feet)  ADJUSTED  
 CB0387  ___________________________________________________________________
 CB0387  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0387  DYNAMIC HT  -         820.340 (meters)    2691.40  (feet)  COMP
 CB0387  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 CB0387
 CB0387  VERT ORDER  -  SECOND    CLASS 0
 CB0387
 CB0387.The horizontal coordinates were scaled from a topographic map and have
 CB0387.an estimated accuracy of +/- 6 seconds.
 CB0387
 CB0387.The orthometric height was determined by differential leveling
 CB0387.and adjusted by the National Geodetic Survey in June 1991..
 CB0387
 CB0387.The geoid height was determined by GEOID03.
 CB0387
 CB0387.The dynamic height is computed by dividing the NAVD 88
 CB0387.geopotential number by the normal gravity value computed on the
 CB0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0387.degrees latitude (g = 980.6199 gals.).
 CB0387
 CB0387.The modeled gravity was interpolated from observed gravity values.
 CB0387
 CB0387;                    North         East    Units  Estimated Accuracy
 CB0387;SPC TX C     - 3,170,100.      583,340.      MT  (+/- 180 meters Scaled)
 CB0387
 CB0387                          SUPERSEDED SURVEY CONTROL
 CB0387
 CB0387  NGVD 29 (??/??/92)  821.202  (m)         2694.23   (f) ADJ UNCH    2 0
 CB0387
 CB0387.Superseded values are not recommended for survey control.
 CB0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0387.See file dsdata.txt to determine how the superseded data were derived.
 CB0387
 CB0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV563540(NAD 83)
 CB0387_MARKER: DB = BENCH MARK DISK
 CB0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0387_STAMPING: W-223 1934
 CB0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0387+STABILITY: SURFACE MOTION
 CB0387
 CB0387  HISTORY     - Date     Condition        Report By
 CB0387  HISTORY     - 1934     MONUMENTED       CGS
 CB0387  HISTORY     - 1970     MARK NOT FOUND   USGS
 CB0387  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0387
 CB0387                          STATION DESCRIPTION
 CB0387
 CB0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0387'4.1 MI E FROM BEST.
 CB0387'4.1 MILES E OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.4 MILE W OF W
 CB0387'SWITCH TO OIL STORAGE TANKS.  60 FT. S OF CENTER OF TRACK AND 4 FT. N
 CB0387'OF R/W FENCE.  NOTE-- RR SWITCH IS GONE.  4.1 MI E OF BEST, 2 MI W OF
 CB0387'THE RD GOING S TO THE POWELL OIL FIELD AND HARRIS RANCH.
 CB0387
 CB0387                          STATION RECOVERY (1970)
 CB0387
 CB0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CB0387'MARK NOT FOUND.
 CB0387
 CB0387                          STATION RECOVERY (1981)
 CB0387
 CB0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0126 ***********************************************************************
 CC0126  DESIGNATION -  W 224
 CC0126  PID         -  CC0126
 CC0126  STATE/COUNTY-  TX/PECOS
 CC0126  USGS QUAD   -  MC CAMEY SOUTH (1972)
 CC0126
 CC0126                         *CURRENT SURVEY CONTROL
 CC0126  ___________________________________________________________________
 CC0126* NAD 83(1986)-  31 00 25.     (N)    102 07 59.     (W)     SCALED    
 CC0126* NAVD 88     -       696.346  (meters)    2284.60   (feet)  ADJUSTED  
 CC0126  ___________________________________________________________________
 CC0126  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CC0126  DYNAMIC HT  -         695.347 (meters)    2281.32  (feet)  COMP
 CC0126  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 CC0126
 CC0126  VERT ORDER  -  SECOND    CLASS 0
 CC0126
 CC0126.The horizontal coordinates were scaled from a topographic map and have
 CC0126.an estimated accuracy of +/- 6 seconds.
 CC0126
 CC0126.The orthometric height was determined by differential leveling
 CC0126.and adjusted by the National Geodetic Survey in June 1991..
 CC0126
 CC0126.The geoid height was determined by GEOID03.
 CC0126
 CC0126.The dynamic height is computed by dividing the NAVD 88
 CC0126.geopotential number by the normal gravity value computed on the
 CC0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0126.degrees latitude (g = 980.6199 gals.).
 CC0126
 CC0126.The modeled gravity was interpolated from observed gravity values.
 CC0126
 CC0126;                    North         East    Units  Estimated Accuracy
 CC0126;SPC TX C     - 3,149,970.      528,160.      MT  (+/- 180 meters Scaled)
 CC0126
 CC0126                          SUPERSEDED SURVEY CONTROL
 CC0126
 CC0126  NGVD 29 (??/??/92)  696.101  (m)         2283.79   (f) ADJ UNCH    2 0
 CC0126
 CC0126.Superseded values are not recommended for survey control.
 CC0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0126.See file dsdata.txt to determine how the superseded data were derived.
 CC0126
 CC0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ737339(NAD 83)
 CC0126_MARKER: DB = BENCH MARK DISK
 CC0126_SETTING: 66 = SET IN ROCK OUTCROP
 CC0126_SP_SET: BEDROCK
 CC0126_STAMPING: W-224 1934
 CC0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0126+STABILITY: POSITION/ELEVATION WELL
 CC0126
 CC0126  HISTORY     - Date     Condition        Report By
 CC0126  HISTORY     - 1934     MONUMENTED       CGS
 CC0126  HISTORY     - 1947     GOOD             NGS
 CC0126
 CC0126                          STATION DESCRIPTION
 CC0126
 CC0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0126'9.8 MI SE FROM MCCAMEY.
 CC0126'9.8 MILES SE OF AND ALONG THE MCCAMEY-IRAAN HWY.  159 FT. SW OF CENTER
 CC0126'OF HIGHWAY.  100 FT. SW OF FENCE LINE ON THE SLOPE OF A HILL. A DISK
 CC0126'SET IN OUTCROP OF BED ROCK AND MARKED WITH A CIRCLE OF ROCKS.
 CC0126
 CC0126                          STATION RECOVERY (1947)
 CC0126
 CC0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CC0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1324 ***********************************************************************
 FL1324  DESIGNATION -  W 225
 FL1324  PID         -  FL1324
 FL1324  STATE/COUNTY-  TX/MOORE
 FL1324  USGS QUAD   -  MASTERSON (1953)
 FL1324
 FL1324                         *CURRENT SURVEY CONTROL
 FL1324  ___________________________________________________________________
 FL1324* NAD 83(1986)-  35 39 40.     (N)    101 59 57.     (W)     SCALED    
 FL1324* NAVD 88     -      1137.081  (meters)    3730.57   (feet)  ADJUSTED  
 FL1324  ___________________________________________________________________
 FL1324  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1324  DYNAMIC HT  -        1135.746 (meters)    3726.19  (feet)  COMP
 FL1324  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 FL1324
 FL1324  VERT ORDER  -  SECOND    CLASS 0
 FL1324
 FL1324.The horizontal coordinates were scaled from a topographic map and have
 FL1324.an estimated accuracy of +/- 6 seconds.
 FL1324
 FL1324.The orthometric height was determined by differential leveling
 FL1324.and adjusted by the National Geodetic Survey in June 1991..
 FL1324
 FL1324.The geoid height was determined by GEOID03.
 FL1324
 FL1324.The dynamic height is computed by dividing the NAVD 88
 FL1324.geopotential number by the normal gravity value computed on the
 FL1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1324.degrees latitude (g = 980.6199 gals.).
 FL1324
 FL1324.The modeled gravity was interpolated from observed gravity values.
 FL1324
 FL1324;                    North         East    Units  Estimated Accuracy
 FL1324;SPC TX N     - 1,184,390.      154,810.      MT  (+/- 180 meters Scaled)
 FL1324
 FL1324                          SUPERSEDED SURVEY CONTROL
 FL1324
 FL1324  NGVD 29 (??/??/92) 1136.527  (m)         3728.76   (f) ADJ UNCH    2 0
 FL1324
 FL1324.Superseded values are not recommended for survey control.
 FL1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1324.See file dsdata.txt to determine how the superseded data were derived.
 FL1324
 FL1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE285505(NAD 83)
 FL1324_MARKER: DB = BENCH MARK DISK
 FL1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1324_STAMPING: W-225 1934
 FL1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1324+STABILITY: SURFACE MOTION
 FL1324
 FL1324  HISTORY     - Date     Condition        Report By
 FL1324  HISTORY     - 1934     MONUMENTED       CGS
 FL1324
 FL1324                          STATION DESCRIPTION
 FL1324
 FL1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1324'14.9 MI SE FROM DUMAS.
 FL1324'14.9 MILES SE OF AND ALONG THE S.F.R.R. APPROXIMATELY 100 YARDS NW OF
 FL1324'MILE POST 37.  60 FT. NE OF CENTER OF TRACK, AT A JOG IN FENCE LINE,
 FL1324'13 FT. W OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0089 ***********************************************************************
 CC0089  DESIGNATION -  W 226
 CC0089  PID         -  CC0089
 CC0089  STATE/COUNTY-  TX/ECTOR
 CC0089  USGS QUAD   -  ODESSA SE (1981)
 CC0089
 CC0089                         *CURRENT SURVEY CONTROL
 CC0089  ___________________________________________________________________
 CC0089* NAD 83(1986)-  31 48 36.     (N)    102 22 22.     (W)     SCALED    
 CC0089* NAVD 88     -       883.741  (meters)    2899.41   (feet)  ADJUSTED  
 CC0089  ___________________________________________________________________
 CC0089  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CC0089  DYNAMIC HT  -         882.490 (meters)    2895.30  (feet)  COMP
 CC0089  MODELED GRAV-     979,193.8   (mgal)                       NAVD 88
 CC0089
 CC0089  VERT ORDER  -  FIRST     CLASS II
 CC0089
 CC0089.The horizontal coordinates were scaled from a topographic map and have
 CC0089.an estimated accuracy of +/- 6 seconds.
 CC0089
 CC0089.The orthometric height was determined by differential leveling
 CC0089.and adjusted by the National Geodetic Survey in June 1991..
 CC0089
 CC0089.The geoid height was determined by GEOID03.
 CC0089
 CC0089.The dynamic height is computed by dividing the NAVD 88
 CC0089.geopotential number by the normal gravity value computed on the
 CC0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0089.degrees latitude (g = 980.6199 gals.).
 CC0089
 CC0089.The modeled gravity was interpolated from observed gravity values.
 CC0089
 CC0089;                    North         East    Units  Estimated Accuracy
 CC0089;SPC TX C     - 3,239,380.      506,910.      MT  (+/- 180 meters Scaled)
 CC0089
 CC0089                          SUPERSEDED SURVEY CONTROL
 CC0089
 CC0089  NGVD 29 (??/??/92)  883.359  (m)         2898.15   (f) ADJ UNCH    1 2
 CC0089
 CC0089.Superseded values are not recommended for survey control.
 CC0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0089.See file dsdata.txt to determine how the superseded data were derived.
 CC0089
 CC0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR487223(NAD 83)
 CC0089_MARKER: DB = BENCH MARK DISK
 CC0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0089_STAMPING: W 226 1934 2898.387
 CC0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0089+STABILITY: SURFACE MOTION
 CC0089
 CC0089  HISTORY     - Date     Condition        Report By
 CC0089  HISTORY     - 1934     MONUMENTED       CGS
 CC0089  HISTORY     - 1956     GOOD             NGS
 CC0089
 CC0089                          STATION DESCRIPTION
 CC0089
 CC0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0089'3.0 MI S FROM ODESSA.
 CC0089'0.25 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0089'STATION AT ODESSA, THENCE 2.15 MILES SOUTH ALONG SOUTH CRANE AVENUE,
 CC0089'THENCE 0.6 MILE WEST ALONG ABANDONED STATE HIGHWAY 51, 250 YARDS NORTH
 CC0089'OF AN OIL WELL, 750 FEET EAST OF THE EAST END OF A CURVE IN THE
 CC0089'ABANDONED HIGHWAY, 40 FEET NORTH OF THE CENTER LINE OF AN ABANDONED
 CC0089'HIGHWAY, 58.3 FEET WEST OF POWER POLE 43, 6 FEET NORTH OF A FENCE, 2.3
 CC0089'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0089'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0787 ***********************************************************************
 FL0787  DESIGNATION -  W 227
 FL0787  PID         -  FL0787
 FL0787  STATE/COUNTY-  TX/GRAY
 FL0787  USGS QUAD   -  LAKE MC CONNELL (1965)
 FL0787
 FL0787                         *CURRENT SURVEY CONTROL
 FL0787  ___________________________________________________________________
 FL0787* NAD 83(1986)-  35 31 57.     (N)    101 02 36.     (W)     SCALED    
 FL0787* NAVD 88     -      1000.802  (meters)    3283.46   (feet)  ADJUSTED  
 FL0787  ___________________________________________________________________
 FL0787  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL0787  DYNAMIC HT  -         999.685 (meters)    3279.80  (feet)  COMP
 FL0787  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 FL0787
 FL0787  VERT ORDER  -  SECOND    CLASS 0
 FL0787
 FL0787.The horizontal coordinates were scaled from a topographic map and have
 FL0787.an estimated accuracy of +/- 6 seconds.
 FL0787
 FL0787.The orthometric height was determined by differential leveling
 FL0787.and adjusted by the National Geodetic Survey in June 1991..
 FL0787
 FL0787.The geoid height was determined by GEOID03.
 FL0787
 FL0787.The dynamic height is computed by dividing the NAVD 88
 FL0787.geopotential number by the normal gravity value computed on the
 FL0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0787.degrees latitude (g = 980.6199 gals.).
 FL0787
 FL0787.The modeled gravity was interpolated from observed gravity values.
 FL0787
 FL0787;                    North         East    Units  Estimated Accuracy
 FL0787;SPC TX N     - 1,170,110.      241,410.      MT  (+/- 180 meters Scaled)
 FL0787
 FL0787                          SUPERSEDED SURVEY CONTROL
 FL0787
 FL0787  NGVD 29 (??/??/92) 1000.377  (m)         3282.07   (f) ADJ UNCH    2 0
 FL0787
 FL0787.Superseded values are not recommended for survey control.
 FL0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0787.See file dsdata.txt to determine how the superseded data were derived.
 FL0787
 FL0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE147340(NAD 83)
 FL0787_MARKER: DB = BENCH MARK DISK
 FL0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0787_STAMPING: W-227 1934
 FL0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0787+STABILITY: SURFACE MOTION
 FL0787
 FL0787  HISTORY     - Date     Condition        Report By
 FL0787  HISTORY     - 1934     MONUMENTED       CGS
 FL0787  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0787
 FL0787                          STATION DESCRIPTION
 FL0787
 FL0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0787'4.3 MI W FROM PAMPA.
 FL0787'4.3 MILES W OF AND ALONG THE OIL FIELD ROAD TO BORGER.  IN NW CORNER
 FL0787'OF N AND S SECTION ROAD INTERSECTING HIGHWAY NO. 41.  35 FT. N OF
 FL0787'CENTER OF THE HIGHWAY.  59 FT. W OF CENTER OF N AND S SECTION ROAD ON
 FL0787'FENCE LINE.  NOTE-- HIGHWAY NO. 41 IS NOW ST. HIGHWAY NO. 152.  RD.
 FL0787'WORK IN AREA.
 FL0787
 FL0787                          STATION RECOVERY (1963)
 FL0787
 FL0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0807 ***********************************************************************
 FL0807  DESIGNATION -  W 228
 FL0807  PID         -  FL0807
 FL0807  STATE/COUNTY-  TX/HUTCHINSON
 FL0807  USGS QUAD   -  BORGER (1978)
 FL0807
 FL0807                         *CURRENT SURVEY CONTROL
 FL0807  ___________________________________________________________________
 FL0807* NAD 83(1986)-  35 41 28.     (N)    101 23 51.     (W)     SCALED    
 FL0807* NAVD 88     -       933.560  (meters)    3062.85   (feet)  ADJUSTED  
 FL0807  ___________________________________________________________________
 FL0807  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 FL0807  DYNAMIC HT  -         932.510 (meters)    3059.41  (feet)  COMP
 FL0807  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 FL0807
 FL0807  VERT ORDER  -  SECOND    CLASS 0
 FL0807
 FL0807.The horizontal coordinates were scaled from a topographic map and have
 FL0807.an estimated accuracy of +/- 6 seconds.
 FL0807
 FL0807.The orthometric height was determined by differential leveling
 FL0807.and adjusted by the National Geodetic Survey in June 1991..
 FL0807
 FL0807.The geoid height was determined by GEOID03.
 FL0807
 FL0807.The dynamic height is computed by dividing the NAVD 88
 FL0807.geopotential number by the normal gravity value computed on the
 FL0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0807.degrees latitude (g = 980.6199 gals.).
 FL0807
 FL0807.The modeled gravity was interpolated from observed gravity values.
 FL0807
 FL0807;                    North         East    Units  Estimated Accuracy
 FL0807;SPC TX N     - 1,187,610.      209,280.      MT  (+/- 180 meters Scaled)
 FL0807
 FL0807                          SUPERSEDED SURVEY CONTROL
 FL0807
 FL0807  NGVD 29 (??/??/92)  933.104  (m)         3061.36   (f) ADJ UNCH    2 0
 FL0807
 FL0807.Superseded values are not recommended for survey control.
 FL0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0807.See file dsdata.txt to determine how the superseded data were derived.
 FL0807
 FL0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE830523(NAD 83)
 FL0807_MARKER: DB = BENCH MARK DISK
 FL0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0807_STAMPING: W 228 1934
 FL0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0807+STABILITY: SURFACE MOTION
 FL0807
 FL0807  HISTORY     - Date     Condition        Report By
 FL0807  HISTORY     - 1934     MONUMENTED       CGS
 FL0807  HISTORY     - 1964     MARK NOT FOUND   NGS
 FL0807
 FL0807                          STATION DESCRIPTION
 FL0807
 FL0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FL0807'2 MI N FROM BORGER.
 FL0807'2.0 MILES NORTH ALONG STATE HIGHWAY 117 FROM BORGER, HUTCHINSON
 FL0807'COUNTY, ON THE TOP OF A HILL, ABOUT 100 YARDS NORTHEAST OF THE SITE OF
 FL0807'AN OLD OIL STORAGE TANK SURROUNDED BY A FIRE WALL, AND 31 FEET SOUTH
 FL0807'OF THE CENTER LINE OF A SECTION OF OLD PAVEMENT.  A STANDARD DISK,
 FL0807'STAMPED W 228 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- ROAD
 FL0807'CONSTRUCTION HAS PROBABLY EITHER COVERED IT UP OR DESTROYED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0909 ***********************************************************************
 FL0909  DESIGNATION -  W 229
 FL0909  PID         -  FL0909
 FL0909  STATE/COUNTY-  TX/CARSON
 FL0909  USGS QUAD   -  PANHANDLE WEST (1966)
 FL0909
 FL0909                         *CURRENT SURVEY CONTROL
 FL0909  ___________________________________________________________________
 FL0909* NAD 83(1986)-  35 20 12.     (N)    101 22 53.     (W)     SCALED    
 FL0909* NAVD 88     -      1052.213  (meters)    3452.14   (feet)  ADJUSTED  
 FL0909  ___________________________________________________________________
 FL0909  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL0909  DYNAMIC HT  -        1050.979 (meters)    3448.09  (feet)  COMP
 FL0909  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 FL0909
 FL0909  VERT ORDER  -  SECOND    CLASS 0
 FL0909
 FL0909.The horizontal coordinates were scaled from a topographic map and have
 FL0909.an estimated accuracy of +/- 6 seconds.
 FL0909
 FL0909.The orthometric height was determined by differential leveling
 FL0909.and adjusted by the National Geodetic Survey in June 1991..
 FL0909
 FL0909.The geoid height was determined by GEOID03.
 FL0909
 FL0909.The dynamic height is computed by dividing the NAVD 88
 FL0909.geopotential number by the normal gravity value computed on the
 FL0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0909.degrees latitude (g = 980.6199 gals.).
 FL0909
 FL0909.The modeled gravity was interpolated from observed gravity values.
 FL0909
 FL0909;                    North         East    Units  Estimated Accuracy
 FL0909;SPC TX N     - 1,148,290.      210,780.      MT  (+/- 180 meters Scaled)
 FL0909
 FL0909                          SUPERSEDED SURVEY CONTROL
 FL0909
 FL0909  NGVD 29 (??/??/92) 1051.718  (m)         3450.51   (f) ADJ UNCH    2 0
 FL0909
 FL0909.Superseded values are not recommended for survey control.
 FL0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0909.See file dsdata.txt to determine how the superseded data were derived.
 FL0909
 FL0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE835129(NAD 83)
 FL0909_MARKER: DB = BENCH MARK DISK
 FL0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0909_STAMPING: W 229 1934
 FL0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0909+STABILITY: SURFACE MOTION
 FL0909
 FL0909  HISTORY     - Date     Condition        Report By
 FL0909  HISTORY     - 1934     MONUMENTED       CGS
 FL0909
 FL0909                          STATION DESCRIPTION
 FL0909
 FL0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0909'0.7 MI S FROM PANHANDLE.
 FL0909'0.7 MILE SOUTH ALONG STATE HIGHWAY 117 FROM PANHANDLE, CARSON COUNTY,
 FL0909'0.2 MILE SOUTH OF THE PANHANDLE AND SANTA FE RAILWAY, AT THE
 FL0909'INTERSECTION OF U.S. HIGHWAY 60, 118 YARDS SOUTH OF THE CENERLINE OF
 FL0909'U.S. HIGHWAY 60, 54 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 117,
 FL0909'IN LINE WITH A POWER-TRANSMISSION LINE AND SET IN THE TOP OF A
 FL0909'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0865 ***********************************************************************
 DN0865  DESIGNATION -  W 230
 DN0865  PID         -  DN0865
 DN0865  STATE/COUNTY-  TX/MONTAGUE
 DN0865  USGS QUAD   -  BOWIE (1978)
 DN0865
 DN0865                         *CURRENT SURVEY CONTROL
 DN0865  ___________________________________________________________________
 DN0865* NAD 83(1986)-  33 31 57.     (N)    097 49 14.     (W)     SCALED    
 DN0865* NAVD 88     -       330.170  (meters)    1083.23   (feet)  ADJUSTED  
 DN0865  ___________________________________________________________________
 DN0865  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DN0865  DYNAMIC HT  -         329.806 (meters)    1082.04  (feet)  COMP
 DN0865  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 DN0865
 DN0865  VERT ORDER  -  FIRST     CLASS II
 DN0865
 DN0865.The horizontal coordinates were scaled from a topographic map and have
 DN0865.an estimated accuracy of +/- 6 seconds.
 DN0865
 DN0865.The orthometric height was determined by differential leveling
 DN0865.and adjusted by the National Geodetic Survey in June 1991..
 DN0865
 DN0865.The geoid height was determined by GEOID03.
 DN0865
 DN0865.The dynamic height is computed by dividing the NAVD 88
 DN0865.geopotential number by the normal gravity value computed on the
 DN0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0865.degrees latitude (g = 980.6199 gals.).
 DN0865
 DN0865.The modeled gravity was interpolated from observed gravity values.
 DN0865
 DN0865;                    North         East    Units  Estimated Accuracy
 DN0865;SPC TXNC     - 2,207,110.      663,110.      MT  (+/- 180 meters Scaled)
 DN0865
 DN0865                          SUPERSEDED SURVEY CONTROL
 DN0865
 DN0865  NGVD 29 (??/??/92)  330.070  (m)         1082.90   (f) ADJ UNCH    1 2
 DN0865
 DN0865.Superseded values are not recommended for survey control.
 DN0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0865.See file dsdata.txt to determine how the superseded data were derived.
 DN0865
 DN0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC095109(NAD 83)
 DN0865_MARKER: DB = BENCH MARK DISK
 DN0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0865_SP_SET: CULVERT
 DN0865_STAMPING: W 230 1952
 DN0865_MARK LOGO: CGS   
 DN0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0865
 DN0865  HISTORY     - Date     Condition        Report By
 DN0865  HISTORY     - 1952     MONUMENTED       CGS
 DN0865  HISTORY     - 1984     GOOD             NGS
 DN0865  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0865
 DN0865                          STATION DESCRIPTION
 DN0865
 DN0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0865'2.4 MI SE FROM BOWIE.
 DN0865'2.4 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0865'THE STATION AT BOWIE, 19.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 8
 DN0865'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END
 DN0865'OF THE SOUTHWEST HEADWALL OF CONCRETE CULVERT 65-99.
 DN0865
 DN0865                          STATION RECOVERY (1984)
 DN0865
 DN0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0865'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 DN0865'FORT WORTH AND DENVER RAILROAD IS NOW THE BURLINGTON NORTHERN
 DN0865'RAILROAD.
 DN0865
 DN0865                          STATION RECOVERY (1996)
 DN0865
 DN0865'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0808 ***********************************************************************
 DN0808  DESIGNATION -  W 231
 DN0808  PID         -  DN0808
 DN0808  STATE/COUNTY-  TX/MONTAGUE
 DN0808  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0808
 DN0808                         *CURRENT SURVEY CONTROL
 DN0808  ___________________________________________________________________
 DN0808* NAD 83(1986)-  33 34 50.     (N)    097 53 03.     (W)     SCALED    
 DN0808* NAVD 88     -       326.142  (meters)    1070.02   (feet)  ADJUSTED  
 DN0808  ___________________________________________________________________
 DN0808  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DN0808  DYNAMIC HT  -         325.781 (meters)    1068.83  (feet)  COMP
 DN0808  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 DN0808
 DN0808  VERT ORDER  -  FIRST     CLASS II
 DN0808
 DN0808.The horizontal coordinates were scaled from a topographic map and have
 DN0808.an estimated accuracy of +/- 6 seconds.
 DN0808
 DN0808.The orthometric height was determined by differential leveling
 DN0808.and adjusted by the National Geodetic Survey in June 1991..
 DN0808
 DN0808.The geoid height was determined by GEOID03.
 DN0808
 DN0808.The dynamic height is computed by dividing the NAVD 88
 DN0808.geopotential number by the normal gravity value computed on the
 DN0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0808.degrees latitude (g = 980.6199 gals.).
 DN0808
 DN0808.The modeled gravity was interpolated from observed gravity values.
 DN0808
 DN0808;                    North         East    Units  Estimated Accuracy
 DN0808;SPC TXNC     - 2,212,400.      657,170.      MT  (+/- 180 meters Scaled)
 DN0808
 DN0808                          SUPERSEDED SURVEY CONTROL
 DN0808
 DN0808  NGVD 29 (??/??/92)  326.034  (m)         1069.66   (f) ADJ UNCH    1 2
 DN0808
 DN0808.Superseded values are not recommended for survey control.
 DN0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0808.See file dsdata.txt to determine how the superseded data were derived.
 DN0808
 DN0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC035162(NAD 83)
 DN0808_MARKER: DB = BENCH MARK DISK
 DN0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0808_SP_SET: BUILDING
 DN0808_STAMPING: W 231 1952
 DN0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0808
 DN0808  HISTORY     - Date     Condition        Report By
 DN0808  HISTORY     - 1952     MONUMENTED       CGS
 DN0808  HISTORY     - 1984     GOOD             NGS
 DN0808  HISTORY     - 19961116 GOOD             USPSQD
 DN0808
 DN0808                          STATION DESCRIPTION
 DN0808
 DN0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0808'2.3 MI NW FROM BOWIE.
 DN0808'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 DN0808'HIGHWAY 81 AT BOWIE, THENCE 0.3 MILE NORTH ALONG A PRIVATE ROAD, AT
 DN0808'THE BOWIE AIRPORT, SET VERTICALLY IN THE NORTH ROCK WALL OF THE SOUTH
 DN0808'HANGAR, 4.2 FEET WEST OF THE NORTHEAST CORNER OF THE HANGAR, 2.7 FEET
 DN0808'ABOVE THE GROUND.  NOTE-- THIS BUILDING IS NOW A STONE BARN WITH A
 DN0808'WORKSHOP BUILT ON THE SOUTH END.
 DN0808
 DN0808                          STATION RECOVERY (1984)
 DN0808
 DN0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0808'RECOVERED IN GOOD CONDITION.
 DN0808
 DN0808                          STATION RECOVERY (1996)
 DN0808
 DN0808'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1079 ***********************************************************************
 BY1079  DESIGNATION -  W 232
 BY1079  PID         -  BY1079
 BY1079  STATE/COUNTY-  TX/NACOGDOCHES
 BY1079  USGS QUAD   -  CUSHING (1973)
 BY1079
 BY1079                         *CURRENT SURVEY CONTROL
 BY1079  ___________________________________________________________________
 BY1079* NAD 83(1986)-  31 46 49.     (N)    094 46 11.     (W)     SCALED    
 BY1079* NAVD 88     -       138.668  (meters)     454.95   (feet)  ADJUSTED  
 BY1079  ___________________________________________________________________
 BY1079  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY1079  DYNAMIC HT  -         138.500 (meters)     454.40  (feet)  COMP
 BY1079  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 BY1079
 BY1079  VERT ORDER  -  FIRST     CLASS II
 BY1079
 BY1079.The horizontal coordinates were scaled from a topographic map and have
 BY1079.an estimated accuracy of +/- 6 seconds.
 BY1079
 BY1079.The orthometric height was determined by differential leveling
 BY1079.and adjusted by the National Geodetic Survey in June 1991..
 BY1079
 BY1079.The geoid height was determined by GEOID03.
 BY1079
 BY1079.The dynamic height is computed by dividing the NAVD 88
 BY1079.geopotential number by the normal gravity value computed on the
 BY1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1079.degrees latitude (g = 980.6199 gals.).
 BY1079
 BY1079.The modeled gravity was interpolated from observed gravity values.
 BY1079
 BY1079;                    North         East    Units  Estimated Accuracy
 BY1079;SPC TX C     - 3,247,490.    1,226,740.      MT  (+/- 180 meters Scaled)
 BY1079
 BY1079                          SUPERSEDED SURVEY CONTROL
 BY1079
 BY1079  NGVD 29 (??/??/92)  138.697  (m)          455.04   (f) ADJ UNCH    1 2
 BY1079
 BY1079.Superseded values are not recommended for survey control.
 BY1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1079.See file dsdata.txt to determine how the superseded data were derived.
 BY1079
 BY1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR324174(NAD 83)
 BY1079_MARKER: DB = BENCH MARK DISK
 BY1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1079_STAMPING: W 232 1952
 BY1079_PROJECTION: PROJECTING 15 CENTIMETERS
 BY1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1079+STABILITY: SURFACE MOTION
 BY1079
 BY1079  HISTORY     - Date     Condition        Report By
 BY1079  HISTORY     - 1952     MONUMENTED       CGS
 BY1079  HISTORY     - 1979     GOOD             NGS
 BY1079  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1079
 BY1079                          STATION DESCRIPTION
 BY1079
 BY1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1079'5.0 MI SE FROM CUSHING.
 BY1079'5.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1079'STATION AT CUSHING, AT A ROAD CROSSING, 1 POLE NORTHWEST OF MILEPOST
 BY1079'167, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 32 FEET NORTHWEST OF THE
 BY1079'CENTER LINE OF THE ROAD, 11.6 FEET SOUTHWEST OF THE 1ST POLE NORTHWEST
 BY1079'OF MILEPOST 167, 5.6 FEET NORTHWEST OF A FENCE CORNER, 2.7 FEET
 BY1079'NORTHEAST OF A NORTHWEST AND SOUTHEAST FENCE, 1.8 FEET SOUTHEAST OF A
 BY1079'FENCE LEADING NORTHEAST, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN
 BY1079'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1079
 BY1079                          STATION RECOVERY (1979)
 BY1079
 BY1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1079'4.15 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM
 BY1079'ROAD 225 IN CUSHING, THENCE 1.35 MILES SOUTHEAST ALONG A DIRT ROAD, AT
 BY1079'THE JUNCTION OF A DIRT ROAD LEADING SOUTH ACROSS THE SOUTHERN PACIFIC
 BY1079'RAILROAD, 44.0 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 32.0 FT.
 BY1079'NORTHWEST OF THE CENTER OF THE CROSSING, 11.6 FT. SOUTHWEST OF A
 BY1079'TELEPHONE POLE, 5.6 FT. NORTHWEST OF A FENCE CORNER, 2.7 FT. NORTHEAST
 BY1079'OF A FENCE, 1.8 FT. SOUTHEAST OF A FENCE LEADING NORTHEAST.
 BY1079'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 BY1079
 BY1079                          STATION RECOVERY (1998)
 BY1079
 BY1079'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2078 ***********************************************************************
 BY2078  DESIGNATION -  W 233 RESET 1957
 BY2078  PID         -  BY2078
 BY2078  STATE/COUNTY-  TX/ANDERSON
 BY2078  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2078
 BY2078                         *CURRENT SURVEY CONTROL
 BY2078  ___________________________________________________________________
 BY2078* NAD 83(1986)-  31 50 12.     (N)    095 32 06.     (W)     SCALED    
 BY2078* NAVD 88     -       128.087  (meters)     420.23   (feet)  ADJUSTED  
 BY2078  ___________________________________________________________________
 BY2078  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY2078  DYNAMIC HT  -         127.932 (meters)     419.72  (feet)  COMP
 BY2078  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 BY2078
 BY2078  VERT ORDER  -  FIRST     CLASS II
 BY2078
 BY2078.The horizontal coordinates were scaled from a topographic map and have
 BY2078.an estimated accuracy of +/- 6 seconds.
 BY2078
 BY2078.The orthometric height was determined by differential leveling
 BY2078.and adjusted by the National Geodetic Survey in June 1991..
 BY2078
 BY2078.The geoid height was determined by GEOID03.
 BY2078
 BY2078.The dynamic height is computed by dividing the NAVD 88
 BY2078.geopotential number by the normal gravity value computed on the
 BY2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2078.degrees latitude (g = 980.6199 gals.).
 BY2078
 BY2078.The modeled gravity was interpolated from observed gravity values.
 BY2078
 BY2078;                    North         East    Units  Estimated Accuracy
 BY2078;SPC TX C     - 3,250,360.    1,154,070.      MT  (+/- 180 meters Scaled)
 BY2078
 BY2078                          SUPERSEDED SURVEY CONTROL
 BY2078
 BY2078  NGVD 29 (??/??/??)  128.09   (m)          420.2    (f) RESET       3  
 BY2078
 BY2078.Superseded values are not recommended for survey control.
 BY2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2078.See file dsdata.txt to determine how the superseded data were derived.
 BY2078
 BY2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR600251(NAD 83)
 BY2078_MARKER: DB = BENCH MARK DISK
 BY2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2078_STAMPING: W 233 RESET 1957
 BY2078_PROJECTION: FLUSH
 BY2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2078+STABILITY: SURFACE MOTION
 BY2078
 BY2078  HISTORY     - Date     Condition        Report By
 BY2078  HISTORY     - 1957     MONUMENTED       CGS
 BY2078  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2078  HISTORY     - 1980     GOOD             NGS
 BY2078  HISTORY     - 1990     POOR             USPSQD
 BY2078
 BY2078                          STATION DESCRIPTION
 BY2078
 BY2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BY2078'2.8 MI SW FROM NECHES.
 BY2078'ABOUT 2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 79 FROM THE POST
 BY2078'OFFICE IN NECHES, ANDERSON COUNTY, AT THE JUNCTION OF A ROAD LEADING
 BY2078'SOUTHEAST, ABOUT 25 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 5
 BY2078'FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY LINE OF THE HIGHWAY IN A
 BY2078'DENSELY TIMBERED AREA.  IT IS 3 FEET EAST OF A DOUBLE TREE AND 2 WEST
 BY2078'OF A 4 X 4 POST.  A STANDARD DISK STAMPED W 233 RESET 1957 IN A
 BY2078'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 BY2078
 BY2078                          STATION RECOVERY (1977)
 BY2078
 BY2078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2078'MARK NOT FOUND.
 BY2078
 BY2078                          STATION RECOVERY (1980)
 BY2078
 BY2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2078'4.2 KM. (2.6 MI.) SOUTHWEST ALONG FARM ROAD 2574 FROM THE POST OFFICE
 BY2078'IN NECHES, THENCE 0.15 KM. (0.1 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79,
 BY2078'AT A METAL GATE AND TRACK ROAD LEADING SOUTHEAST, 26.0 M. (85.3 FT.)
 BY2078'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.7 M. (61.5 FT.)
 BY2078'NORTHEAST OF A POWERLINE CROSSING, 9.3 M. (30.5 FT.) SOUTHWEST OF THE
 BY2078'CENTER OF THE METAL GATE, 2.2 M. (7.3 FT.) SOUTHEAST OF A FENCE.
 BY2078'THE MARK IS 2.2 METERS  SE FROM A WITNESS POST.
 BY2078'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2078
 BY2078                          STATION RECOVERY (1990)
 BY2078
 BY2078'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2078'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1272 ***********************************************************************
 GL1272  DESIGNATION -  W 234
 GL1272  PID         -  GL1272
 GL1272  STATE/COUNTY-  TX/HARTLEY
 GL1272  USGS QUAD   -  DALHART WEST (1973)
 GL1272
 GL1272                         *CURRENT SURVEY CONTROL
 GL1272  ___________________________________________________________________
 GL1272* NAD 83(1986)-  36 00 09.     (N)    102 36 12.     (W)     SCALED    
 GL1272* NAVD 88     -      1222.327  (meters)    4010.25   (feet)  ADJUSTED  
 GL1272  ___________________________________________________________________
 GL1272  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 GL1272  DYNAMIC HT  -        1220.901 (meters)    4005.57  (feet)  COMP
 GL1272  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 GL1272
 GL1272  VERT ORDER  -  FIRST     CLASS II
 GL1272
 GL1272.The horizontal coordinates were scaled from a topographic map and have
 GL1272.an estimated accuracy of +/- 6 seconds.
 GL1272
 GL1272.The orthometric height was determined by differential leveling
 GL1272.and adjusted by the National Geodetic Survey in June 1991..
 GL1272
 GL1272.The geoid height was determined by GEOID03.
 GL1272
 GL1272.The dynamic height is computed by dividing the NAVD 88
 GL1272.geopotential number by the normal gravity value computed on the
 GL1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1272.degrees latitude (g = 980.6199 gals.).
 GL1272
 GL1272.The modeled gravity was interpolated from observed gravity values.
 GL1272
 GL1272;                    North         East    Units  Estimated Accuracy
 GL1272;SPC TX N     - 1,222,710.      100,530.      MT  (+/- 180 meters Scaled)
 GL1272
 GL1272                          SUPERSEDED SURVEY CONTROL
 GL1272
 GL1272  NGVD 29 (??/??/92) 1221.772  (m)         4008.43   (f) ADJ UNCH    1 2
 GL1272
 GL1272.Superseded values are not recommended for survey control.
 GL1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1272.See file dsdata.txt to determine how the superseded data were derived.
 GL1272
 GL1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV160868(NAD 83)
 GL1272_MARKER: DB = BENCH MARK DISK
 GL1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1272_STAMPING: W-234 1933
 GL1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1272+STABILITY: SURFACE MOTION
 GL1272
 GL1272  HISTORY     - Date     Condition        Report By
 GL1272  HISTORY     - 1933     MONUMENTED       CGS
 GL1272  HISTORY     - 1973     GOOD             USGS
 GL1272
 GL1272                          STATION DESCRIPTION
 GL1272
 GL1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL1272'6.3 MI SW FROM DALHART.
 GL1272'6.3 MILES SOUTH WEST OF THE COURT HOUSE.  ALONG THE ROCK ISLAND
 GL1272'RAILROAD.  AT ROAD CROSSING, 1 1/2 POLES NORTH EAST OF MILE POLE NO.
 GL1272'552.  SET IN POST, 97 FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS
 GL1272'AND 2 FEET NORTH WEST OF THE RIGHT-OF-WAY FENCE, 8 FEET SOUTHWEST OF
 GL1272'CORNER FENCE POST.
 GL1272
 GL1272                          STATION RECOVERY (1973)
 GL1272
 GL1272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0017 ***********************************************************************
 FM0017  DESIGNATION -  W 235
 FM0017  PID         -  FM0017
 FM0017  STATE/COUNTY-  TX/HARTLEY
 FM0017  USGS QUAD   -  CHANNING (1971)
 FM0017
 FM0017                         *CURRENT SURVEY CONTROL
 FM0017  ___________________________________________________________________
 FM0017* NAD 83(1993)-  35 44 03.69646(N)    102 19 03.83154(W)     ADJUSTED  
 FM0017* NAVD 88     -      1200.395  (meters)    3938.30   (feet)  ADJUSTED  
 FM0017  ___________________________________________________________________
 FM0017  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 FM0017  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0017  DYNAMIC HT  -        1198.973 (meters)    3933.63  (feet)  COMP
 FM0017  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 FM0017
 FM0017  HORZ ORDER  -  SECOND
 FM0017  VERT ORDER  -  FIRST     CLASS II
 FM0017
 FM0017.The horizontal coordinates were established by classical geodetic methods
 FM0017.and adjusted by the National Geodetic Survey in February 1996..
 FM0017
 FM0017.The orthometric height was determined by differential leveling
 FM0017.and adjusted by the National Geodetic Survey in June 1991..
 FM0017.WARNING-Repeat measurements at this control monument indicate possible
 FM0017.vertical movement.
 FM0017
 FM0017.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0017
 FM0017.The geoid height was determined by GEOID03.
 FM0017
 FM0017.The dynamic height is computed by dividing the NAVD 88
 FM0017.geopotential number by the normal gravity value computed on the
 FM0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0017.degrees latitude (g = 980.6199 gals.).
 FM0017
 FM0017.The modeled gravity was interpolated from observed gravity values.
 FM0017
 FM0017;                    North         East     Units Scale Factor Converg.
 FM0017;SPC TX N     - 1,192,711.600   126,030.201   MT  0.99992608   -0 28 26.1
 FM0017;SPC TX N     - 3,913,087.97    413,484.08   sFT  0.99992608   -0 28 26.1
 FM0017;UTM  13      - 3,957,803.403   742,583.059   MT  1.00032520   +1 34 02.2
 FM0017
 FM0017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0017!SPC TX N     -   0.99981564  x   0.99992608  =   0.99974174
 FM0017!UTM  13      -   0.99981564  x   1.00032520  =   1.00014078
 FM0017
 FM0017                          SUPERSEDED SURVEY CONTROL
 FM0017
 FM0017  NAD 83(1993)-  35 44 03.69725(N)    102 19 03.82987(W) AD(       ) 2
 FM0017  NAD 83(1986)-  35 44 03.70432(N)    102 19 03.82206(W) AD(       ) 2
 FM0017  NAD 27      -  35 44 03.56400(N)    102 19 02.12100(W) AD(       ) 2
 FM0017  NGVD 29 (??/??/92) 1199.839  (m)         3936.47   (f) ADJ UNCH    1 2
 FM0017
 FM0017.Superseded values are not recommended for survey control.
 FM0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0017.See file dsdata.txt to determine how the superseded data were derived.
 FM0017
 FM0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4258357803(NAD 83)
 FM0017_MARKER: DB = BENCH MARK DISK
 FM0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0017_STAMPING: W-235 1933
 FM0017_MARK LOGO: CGS   
 FM0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0017+STABILITY: SURFACE MOTION
 FM0017
 FM0017  HISTORY     - Date     Condition        Report By
 FM0017  HISTORY     - 1933     MONUMENTED       CGS
 FM0017  HISTORY     - 1934     GOOD             CGS
 FM0017  HISTORY     - 1985     GOOD             NGS
 FM0017
 FM0017                          STATION DESCRIPTION
 FM0017
 FM0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0017'3.6 MI NW FROM CHANNING.
 FM0017'3.6 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0017'CITY RAILROAD.  AT PRIVATE CROSSING.  OPPOSITE ROAD JUNCTION TO DUMAS.
 FM0017'14 POLES SOUTH OF MILE POLE NO. 392.  SET IN POST, 36 FEET WEST OF
 FM0017'THE CENTERLINE OF THE TRACKS AND 3 FEET SOUTH OF POLE.
 FM0017
 FM0017                          STATION RECOVERY (1934)
 FM0017
 FM0017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FM0017'STATION CHANNING IS LOCATED ON THE WEST SIDE OF SOME RAILROAD TRACKS
 FM0017'AND STATE HIGHWAY 51, ABOUT 3 MILES AIRLINE NORTH-NORTHEAST
 FM0017'OF CHANNING, ABOUT 12 MILES AIRLINE SOUTH-SOUTHEAST OF
 FM0017'HARTLEY, AND ABOUT 22 MILES AIRLINE WEST-SOUTHWEST OF DUMAS.
 FM0017'
 FM0017'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND
 FM0017'354 IN CHANNING GO NORTH ON STATE HIGHWAY 51 AS PER SIGN, DALHART
 FM0017'FOR 3.5 MILES TO FARM ROAD 722 ON THE RIGHT AND A GRADED
 FM0017'ROAD ON THE LEFT.  TURN LEFT, CROSS SOME RAILROAD TRACKS,
 FM0017'AND GO SOUTH ALONG A FENCE LINE ABOUT 100 YARDS TO A FENCE
 FM0017'CORNER AND THE STATION.
 FM0017'
 FM0017'THE BENCH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 FM0017'BENCH MARK DISK STAMPED, W 235 1933 SET IN THE TOP OF A 10-INCH
 FM0017'SQUARE CONCRETE POST THAT PROJECTS 12 INCHES ABOVE THE
 FM0017'GROUND.  IT IS 33 FEET EAST OF A FENCE LINE, 3 FEET SOUTH OF A
 FM0017'TELEPHONE POLE, AND 4 FEET LOWER THAN THE STATION.
 FM0017
 FM0017                          STATION RECOVERY (1985)
 FM0017
 FM0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0017'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS. 41.3 KM
 FM0017'(25.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION WITH
 FM0017'U.S. HIGHWAY 54 IN DALHART, ADD=0.1 KM (0.05 MI) NORTH OF THE
 FM0017'INTERSECTION OF STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0243 ***********************************************************************
 FM0243  DESIGNATION -  W 236
 FM0243  PID         -  FM0243
 FM0243  STATE/COUNTY-  TX/POTTER
 FM0243  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0243
 FM0243                         *CURRENT SURVEY CONTROL
 FM0243  ___________________________________________________________________
 FM0243* NAD 83(1986)-  35 19 38.     (N)    102 02 28.     (W)     SCALED    
 FM0243* NAVD 88     -      1017.303  (meters)    3337.60   (feet)  ADJUSTED  
 FM0243  ___________________________________________________________________
 FM0243  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FM0243  DYNAMIC HT  -        1016.104 (meters)    3333.67  (feet)  COMP
 FM0243  MODELED GRAV-     979,420.6   (mgal)                       NAVD 88
 FM0243
 FM0243  VERT ORDER  -  FIRST     CLASS II
 FM0243
 FM0243.The horizontal coordinates were scaled from a topographic map and have
 FM0243.an estimated accuracy of +/- 6 seconds.
 FM0243
 FM0243.The orthometric height was determined by differential leveling
 FM0243.and adjusted by the National Geodetic Survey in June 1991..
 FM0243
 FM0243.The geoid height was determined by GEOID03.
 FM0243
 FM0243.The dynamic height is computed by dividing the NAVD 88
 FM0243.geopotential number by the normal gravity value computed on the
 FM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0243.degrees latitude (g = 980.6199 gals.).
 FM0243
 FM0243.The modeled gravity was interpolated from observed gravity values.
 FM0243
 FM0243;                    North         East    Units  Estimated Accuracy
 FM0243;SPC TX N     - 1,147,370.      150,810.      MT  (+/- 180 meters Scaled)
 FM0243
 FM0243                          SUPERSEDED SURVEY CONTROL
 FM0243
 FM0243  NGVD 29 (??/??/92) 1016.824  (m)         3336.03   (f) ADJ UNCH    1 2
 FM0243
 FM0243.Superseded values are not recommended for survey control.
 FM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0243.See file dsdata.txt to determine how the superseded data were derived.
 FM0243
 FM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV689133(NAD 83)
 FM0243_MARKER: DB = BENCH MARK DISK
 FM0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0243_SP_SET: ABUTMENT
 FM0243_STAMPING: W-236 1933
 FM0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0243
 FM0243  HISTORY     - Date     Condition        Report By
 FM0243  HISTORY     - 1933     MONUMENTED       CGS
 FM0243  HISTORY     - 1965     GOOD             USGS
 FM0243  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0243
 FM0243                          STATION DESCRIPTION
 FM0243
 FM0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0243'5.4 MI SE FROM BODEN.
 FM0243'5.4 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0243'CITY RAILROAD.  AT 20 FOOT STEEL I-BEAM BRIDGE WITH CONCRETE ABUTMENT,
 FM0243'NO. 352-50.  130 FEET NORTH OF NORTH SWITCH OF FRITZ SIDING. SET IN
 FM0243'THE EAST END OF THE NORTH ABUTMENT.  9 FEET EAST OF THE CENTERLINE OF
 FM0243'THE TRACKS.  NOTE-- BRIDGE IS GONE, ABUTMENTS REMAIN AND ARE FLUSH
 FM0243'WITH FILL DIRT.
 FM0243
 FM0243                          STATION RECOVERY (1965)
 FM0243
 FM0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0243'RECOVERED IN GOOD CONDITION.
 FM0243
 FM0243                          STATION RECOVERY (1985)
 FM0243
 FM0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0243'THE MARK MAY STILL BE ON PLACE UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0811 ***********************************************************************
 BZ0811  SACS        -  This is a Secondary Airport Control Station.
 BZ0811  DESIGNATION -  W 238
 BZ0811  PID         -  BZ0811
 BZ0811  STATE/COUNTY-  TX/BELL
 BZ0811  USGS QUAD   -  MOFFAT (1993)
 BZ0811
 BZ0811                         *CURRENT SURVEY CONTROL
 BZ0811  ___________________________________________________________________
 BZ0811* NAD 83(1993)-  31 08 57.99992(N)    097 24 40.24810(W)     ADJUSTED  
 BZ0811* NAVD 88     -       206.939  (meters)     678.93   (feet)  ADJUSTED  
 BZ0811  ___________________________________________________________________
 BZ0811  X           -    -704,743.907 (meters)                     COMP
 BZ0811  Y           -  -5,417,950.043 (meters)                     COMP
 BZ0811  Z           -   3,280,177.784 (meters)                     COMP
 BZ0811  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 BZ0811  ELLIP HEIGHT-         179.78  (meters)          (12/18/01) GPS OBS
 BZ0811  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BZ0811  DYNAMIC HT  -         206.666 (meters)     678.04  (feet)  COMP
 BZ0811  MODELED GRAV-     979,317.1   (mgal)                       NAVD 88
 BZ0811
 BZ0811  HORZ ORDER  -  FIRST
 BZ0811  VERT ORDER  -  FIRST     CLASS II
 BZ0811  ELLP ORDER  -  FOURTH    CLASS II
 BZ0811
 BZ0811.This mark is at Draughon-Miller Muni (TPL) Airport (TPL)
 BZ0811
 BZ0811.The horizontal coordinates were established by GPS observations
 BZ0811.and adjusted by the National Geodetic Survey in August 1998..
 BZ0811
 BZ0811.The orthometric height was determined by differential leveling
 BZ0811.and adjusted by the National Geodetic Survey in June 1991..
 BZ0811
 BZ0811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ0811
 BZ0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0811
 BZ0811.The ellipsoidal height was determined by GPS observations
 BZ0811.and is referenced to NAD 83.
 BZ0811
 BZ0811.The geoid height was determined by GEOID03.
 BZ0811
 BZ0811.The dynamic height is computed by dividing the NAVD 88
 BZ0811.geopotential number by the normal gravity value computed on the
 BZ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0811.degrees latitude (g = 980.6199 gals.).
 BZ0811
 BZ0811.The modeled gravity was interpolated from observed gravity values.
 BZ0811
 BZ0811;                    North         East     Units Scale Factor Converg.
 BZ0811;SPC TX C     - 3,168,032.807   978,577.858   MT  0.99988507   +1 30 18.3
 BZ0811;SPC TX C     -10,393,787.63  3,210,550.86   sFT  0.99988507   +1 30 18.3
 BZ0811;UTM  14      - 3,447,250.699   651,450.417   MT  0.99988293   +0 49 19.2
 BZ0811
 BZ0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0811!SPC TX C     -   0.99997177  x   0.99988507  =   0.99985684
 BZ0811!UTM  14      -   0.99997177  x   0.99988293  =   0.99985470
 BZ0811
 BZ0811:                Primary Azimuth Mark                     Grid Az
 BZ0811:SPC TX C     -  TPL A                                    041 07 04.4
 BZ0811:UTM  14      -  TPL A                                    041 48 03.5
 BZ0811
 BZ0811|---------------------------------------------------------------------|
 BZ0811| PID    Reference Object                     Distance      Geod. Az  |
 BZ0811|                                                           dddmmss.s |
 BZ0811| AH1846 TPL A                               476.155 METERS 0423722.7 |
 BZ0811| BZ0810 Y 238                               478.557 METERS 2213828.6 |
 BZ0811|---------------------------------------------------------------------|
 BZ0811
 BZ0811                          SUPERSEDED SURVEY CONTROL
 BZ0811
 BZ0811  ELLIP H (08/21/98)  179.89   (m)                       GP(       ) 4 2
 BZ0811  NAD 83(1993)-  31 08 57.99972(N)    097 24 40.24784(W) AD(       ) 1
 BZ0811  ELLIP H (11/18/96)  179.85   (m)                       GP(       ) 4 1
 BZ0811  NAVD 88 (11/18/96)  206.94   (m)          678.9    (f) LEVELING    3  
 BZ0811  NGVD 29 (??/??/92)  206.867  (m)          678.70   (f) ADJ UNCH    1 2
 BZ0811
 BZ0811.Superseded values are not recommended for survey control.
 BZ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0811.See file dsdata.txt to determine how the superseded data were derived.
 BZ0811
 BZ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5145047251(NAD 83)
 BZ0811_MARKER: DB = BENCH MARK DISK
 BZ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0811_STAMPING: W 238 1953
 BZ0811_MARK LOGO: CGS   
 BZ0811_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0811+STABILITY: SURFACE MOTION
 BZ0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0811+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 BZ0811
 BZ0811  HISTORY     - Date     Condition        Report By
 BZ0811  HISTORY     - 1953     MONUMENTED       CGS
 BZ0811  HISTORY     - 1964     GOOD             NGS
 BZ0811  HISTORY     - 19950213 GOOD             NGS
 BZ0811  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0811  HISTORY     - 19980618 GOOD             NGS
 BZ0811  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0811  HISTORY     - 20040107 GOOD             JCLS
 BZ0811
 BZ0811                          STATION DESCRIPTION
 BZ0811
 BZ0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BZ0811'IN DRAUGHN-MILLER AIRPORT.
 BZ0811'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 BZ0811'TEMPLE, BELL COUNTY, THENCE 0.4 MILE NORTHEAST ALONG A ROAD.  AT
 BZ0811'DRAUGHON-MILLER AIRPORT, 38 FEET NORTH OF THE NORTHEAST CORNER OF THE
 BZ0811'BASE OPERATIONS BUILDING, 23.5 FEET SOUTH OF THE SOUTHWEST LEG OF THE
 BZ0811'CONTROL TOWER, AND 2 FEET WEST OF A FENCE, AND SET IN THE TOP OF A
 BZ0811'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE CONTROL TOWER HAS
 BZ0811'BEEN DISMANTLED BUT THE CONCRETE FOUNDATION IS RECOVERABLE. BASE
 BZ0811'OPERATIONS BLDG. IS NOW A VACANT BUILDING, IT IS A 24 X 100 FT. FRAME
 BZ0811'BUILDING.  THE BENCH MARK IS APPROXIMATELY 225 FT. EAST OF THE
 BZ0811'ADMINISTRATION BUILDING.  A WITNESS POST PLAQUE WAS ATTACHED TO THE
 BZ0811'FENCE..
 BZ0811
 BZ0811                          STATION RECOVERY (1995)
 BZ0811
 BZ0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ0811'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF TEMPLE AT THE
 BZ0811'DRAUGHON-MILLER MUNICIPAL AIRPORT, IN THE SOUTH QUADRANT OF THE
 BZ0811'JUNCTION OF THE APRON AND PARALLEL TAXI FOR RUNWAY 15-33, AND ADJACENT
 BZ0811'TO THE BASE OPERATIONS BUILDING.  OWNERSHIP--CITY OF TEMPLE, ROUTE 5
 BZ0811'BOX 158F, TEMPLE, TX 76501.  AIRPORT MANAGER IS SHARON ROSTOVICH.
 BZ0811'PHONE 817-770-5770.  CONTACT HER ONE DAY IN ADVANCE TO ARRANGE FOR AN
 BZ0811'ESCORT TO THIS STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE
 BZ0811'HIGHWAY 35, U.S.  HIGHWAY 190, STATE LOOP HIGHWAY 363 AND STATE
 BZ0811'HIGHWAY 36 IN TEMPLE, GO NORTH ON HIGHWAYS 363 AND 36 FOR 3.54 KM
 BZ0811'(2.20 MI) TO THE JUNCTION OF HIGHWAY 53.  TURN LEFT, NORTHWEST, ON
 BZ0811'HIGHWAY 36 FOR 4.26 KM (2.65 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 BZ0811'RIGHT.  TURN RIGHT, EAST, ON ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO
 BZ0811'THE AIRPORT TERMINAL.  SECURITY WILL ESCORT YOU FROM HERE.  STATION IS
 BZ0811'SET IN THE TOP OF 25 CM SQUARE CONCRETE POST SET FLUSH WITH THE
 BZ0811'GROUND.  IT IS 11.6 M (38.1 FT) NORTH OF THE NORTHEAST CORNER OF THE
 BZ0811'BASE OPERATIONS BUILDING, 7.2 M (23.6 FT) SOUTH OF THE SOUTHEAST LEG
 BZ0811'OF THE CONTROL TOWER, AND 0.6 M (2.0 FT) WEST OF A FENCE.  DESCRIBED
 BZ0811'BY D.G.  AUG
 BZ0811
 BZ0811                          STATION RECOVERY (1995)
 BZ0811
 BZ0811'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0811'MARK NOT FOUND.
 BZ0811
 BZ0811                          STATION RECOVERY (1998)
 BZ0811
 BZ0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (LJL)
 BZ0811'RECOVERED AS DESCRIBED.
 BZ0811
 BZ0811                          STATION RECOVERY (2001)
 BZ0811
 BZ0811'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0811'MARK NOT FOUND.
 BZ0811
 BZ0811                          STATION RECOVERY (2004)
 BZ0811
 BZ0811'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 BZ0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0953 ***********************************************************************
 BZ0953  DESIGNATION -  W 239
 BZ0953  PID         -  BZ0953
 BZ0953  STATE/COUNTY-  TX/BELL
 BZ0953  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0953
 BZ0953                         *CURRENT SURVEY CONTROL
 BZ0953  ___________________________________________________________________
 BZ0953* NAD 83(1986)-  31 07 25.     (N)    097 47 23.     (W)     SCALED    
 BZ0953* NAVD 88     -       295.793  (meters)     970.45   (feet)  ADJUSTED  
 BZ0953  ___________________________________________________________________
 BZ0953  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BZ0953  DYNAMIC HT  -         295.397 (meters)     969.15  (feet)  COMP
 BZ0953  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 BZ0953
 BZ0953  VERT ORDER  -  FIRST     CLASS II
 BZ0953
 BZ0953.The horizontal coordinates were scaled from a topographic map and have
 BZ0953.an estimated accuracy of +/- 6 seconds.
 BZ0953
 BZ0953.The orthometric height was determined by differential leveling
 BZ0953.and adjusted by the National Geodetic Survey in June 1991..
 BZ0953
 BZ0953.The geoid height was determined by GEOID03.
 BZ0953
 BZ0953.The dynamic height is computed by dividing the NAVD 88
 BZ0953.geopotential number by the normal gravity value computed on the
 BZ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0953.degrees latitude (g = 980.6199 gals.).
 BZ0953
 BZ0953.The modeled gravity was interpolated from observed gravity values.
 BZ0953
 BZ0953;                    North         East    Units  Estimated Accuracy
 BZ0953;SPC TX C     - 3,164,280.      942,560.      MT  (+/- 180 meters Scaled)
 BZ0953
 BZ0953                          SUPERSEDED SURVEY CONTROL
 BZ0953
 BZ0953  NGVD 29 (??/??/92)  295.711  (m)          970.18   (f) ADJ UNCH    1 2
 BZ0953
 BZ0953.Superseded values are not recommended for survey control.
 BZ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0953.See file dsdata.txt to determine how the superseded data were derived.
 BZ0953
 BZ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV153439(NAD 83)
 BZ0953_MARKER: DB = BENCH MARK DISK
 BZ0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0953_STAMPING: W 239 1953
 BZ0953_MARK LOGO: CGS   
 BZ0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0953+STABILITY: SURFACE MOTION
 BZ0953
 BZ0953  HISTORY     - Date     Condition        Report By
 BZ0953  HISTORY     - 1953     MONUMENTED       CGS
 BZ0953  HISTORY     - 1957     GOOD             DOD
 BZ0953  HISTORY     - 1976     GOOD
 BZ0953  HISTORY     - 1983     GOOD             NGS
 BZ0953
 BZ0953                          STATION DESCRIPTION
 BZ0953
 BZ0953'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0953'3.7 MI W FROM KILLEEN.
 BZ0953'3.7 MILES WEST OF KILLEEN, BELL COUNTY, FROM THE GULF, COLORADO AND
 BZ0953'SANTA FE RAILWAY STATION, 0.1 MILE SOUTH ALONG A PAVED STREET, 3.6
 BZ0953'MILES WEST ALONG U. S. HIGHWAY 190, ON THE GULF, COLORADO AND SANTA FE
 BZ0953'RAILWAY, 77 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF TWO
 BZ0953'HUNDRED AND SEVENTY-NINTH STREET, 58 FEET EAST OF THE CENTERLINE OF
 BZ0953'THE STREET, 50 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1 FOOT
 BZ0953'SOUTH OF A FENCE, 2.4 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 BZ0953'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BZ0953
 BZ0953                          STATION RECOVERY (1976)
 BZ0953
 BZ0953'RECOVERED 1976
 BZ0953'RECOVERED IN GOOD CONDITION.
 BZ0953
 BZ0953                          STATION RECOVERY (1983)
 BZ0953
 BZ0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0325 ***********************************************************************
 BP0325  DESIGNATION -  W 24
 BP0325  PID         -  BP0325
 BP0325  STATE/COUNTY-  TX/PRESIDIO
 BP0325  USGS QUAD   -  NOPAL (1972)
 BP0325
 BP0325                         *CURRENT SURVEY CONTROL
 BP0325  ___________________________________________________________________
 BP0325* NAD 83(1986)-  30 18 00.     (N)    103 58 54.     (W)     SCALED    
 BP0325* NAVD 88     -      1458.317  (meters)    4784.49   (feet)  ADJUSTED  
 BP0325  ___________________________________________________________________
 BP0325  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 BP0325  DYNAMIC HT  -        1455.880 (meters)    4776.50  (feet)  COMP
 BP0325  MODELED GRAV-     978,918.9   (mgal)                       NAVD 88
 BP0325
 BP0325  VERT ORDER  -  FIRST     CLASS II
 BP0325
 BP0325.The horizontal coordinates were scaled from a topographic map and have
 BP0325.an estimated accuracy of +/- 6 seconds.
 BP0325
 BP0325.The orthometric height was determined by differential leveling
 BP0325.and adjusted by the National Geodetic Survey in June 1991..
 BP0325
 BP0325.The geoid height was determined by GEOID03.
 BP0325
 BP0325.The dynamic height is computed by dividing the NAVD 88
 BP0325.geopotential number by the normal gravity value computed on the
 BP0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0325.degrees latitude (g = 980.6199 gals.).
 BP0325
 BP0325.The modeled gravity was interpolated from observed gravity values.
 BP0325
 BP0325;                    North         East    Units  Estimated Accuracy
 BP0325;SPC TXSC     - 4,283,590.      120,930.      MT  (+/- 180 meters Scaled)
 BP0325
 BP0325                          SUPERSEDED SURVEY CONTROL
 BP0325
 BP0325  NGVD 29 (??/??/92) 1457.728  (m)         4782.56   (f) ADJ UNCH    1 2
 BP0325
 BP0325.Superseded values are not recommended for survey control.
 BP0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0325.See file dsdata.txt to determine how the superseded data were derived.
 BP0325
 BP0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP979524(NAD 83)
 BP0325_MARKER: DB = BENCH MARK DISK
 BP0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0325_STAMPING: W 24 1917 ELEV. 4782.677 FT.
 BP0325_MARK LOGO: CGS   
 BP0325_PROJECTION: PROJECTING 25 CENTIMETERS
 BP0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0325+STABILITY: SURFACE MOTION
 BP0325
 BP0325  HISTORY     - Date     Condition        Report By
 BP0325  HISTORY     - 1917     MONUMENTED       CGS
 BP0325  HISTORY     - 1957     GOOD             NGS
 BP0325  HISTORY     - 1981     GOOD             NGS
 BP0325
 BP0325                          STATION DESCRIPTION
 BP0325
 BP0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0325'2.7 MI E FROM MARFA.
 BP0325'ABOUT 2.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0325'STATION AT MARFA, 148 FEET NORTH OF AND ACROSS THE TRACK FROM MILEPOST
 BP0325'630, 92 1/2 FEET NORTH OF THE NORTH RAIL, 90 FEET NORTHWEST OF THE
 BP0325'NORTH END OF A 36-INCH STEEL CULVERT, 66 FEET NORTHEAST OF A TELEPHONE
 BP0325'POLE, 4 1/2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, 2 FEET WEST OF
 BP0325'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP
 BP0325'OF A CONCRETE POST PROJECTING 1 FOOT.
 BP0325
 BP0325                          STATION RECOVERY (1981)
 BP0325
 BP0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0325'3.8 KM (2.35 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0325'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, 45.1 METERS (148.0 FT) NORTH
 BP0325'AND ACROSS THE SOUTHERN PACIFIC RAILROAD FROM MILEPOST 630, 28.2
 BP0325'METERS (92.5 FT) NORTH OF THE NEAR RAIL, 27.6 METERS (90.6 FT)
 BP0325'NORTHWEST OF THE CENTER OF A 36-INCH GALVANIZED PIPE CULVERT, 20.1
 BP0325'METERS (65.9 FT) NORTHEAST OF A UTILITY POLE, 4.6 METERS (15.1 FT)
 BP0325'NORTH OF THE CENTER OF A TRACK ROAD AND 1.4 METERS (4.6 FT) SOUTH OF A
 BP0325'FENCE.
 BP0325'THE MARK IS 0.6 METERS  W FROM  A WOODEN WITNESS POST
 BP0325'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0545 ***********************************************************************
 BM0545  DESIGNATION -  W 240
 BM0545  PID         -  BM0545
 BM0545  STATE/COUNTY-  TX/TRAVIS
 BM0545  USGS QUAD   -  MANOR (1988)
 BM0545
 BM0545                         *CURRENT SURVEY CONTROL
 BM0545  ___________________________________________________________________
 BM0545* NAD 83(1986)-  30 19 56.     (N)    097 35 13.     (W)     SCALED    
 BM0545* NAVD 88     -       174.74   (+/-2cm)     573.3    (feet)  VERTCON   
 BM0545  ___________________________________________________________________
 BM0545  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BM0545
 BM0545  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0545
 BM0545.The horizontal coordinates were scaled from a topographic map and have
 BM0545.an estimated accuracy of +/- 6 seconds.
 BM0545
 BM0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0545.The vertical order pertains to the NGVD 29 superseded value.
 BM0545
 BM0545.The geoid height was determined by GEOID03.
 BM0545
 BM0545;                    North         East    Units  Estimated Accuracy
 BM0545;SPC TX C     - 3,077,040.      964,060.      MT  (+/- 180 meters Scaled)
 BM0545
 BM0545                          SUPERSEDED SURVEY CONTROL
 BM0545
 BM0545  NGVD 29 (??/??/92)  174.651  (m)          573.00   (f) ADJ UNCH    1 2
 BM0545
 BM0545.Superseded values are not recommended for survey control.
 BM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0545.See file dsdata.txt to determine how the superseded data were derived.
 BM0545
 BM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU358564(NAD 83)
 BM0545_MARKER: DB = BENCH MARK DISK
 BM0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0545_STAMPING: W 240 1953
 BM0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0545+STABILITY: SURFACE MOTION
 BM0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0545+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 BM0545
 BM0545  HISTORY     - Date     Condition        Report By
 BM0545  HISTORY     - 1953     MONUMENTED       CGS
 BM0545  HISTORY     - 20030408 GOOD             GEOCAC
 BM0545
 BM0545                          STATION DESCRIPTION
 BM0545
 BM0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0545'12.8 MI E FROM AUSTIN.
 BM0545'12.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0545'STATION AT AUSTIN, 89 FEET NORTHWEST OF MILEPOST 102, 45 FEET
 BM0545'NORTHWEST OF THE NORTHWEST RAIL, 2.3 FEET NORTHEAST OF A WITNESS POST,
 BM0545'2 FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0545'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BM0545
 BM0545                          STATION RECOVERY (2003)
 BM0545
 BM0545'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BM0545'RECOVERED AS DESCRIBED IN GOOD CONDITION. THE CONCRETE MONUMENT POST
 BM0545'IS TILTED TO THE SOUTHEAST ABOUT 20 TO 30 DEGREES FROM VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0253 ***********************************************************************
 GL0253  DESIGNATION -  W 241
 GL0253  PID         -  GL0253
 GL0253  STATE/COUNTY-  TX/DALLAM
 GL0253  USGS QUAD   -  BOLIN (1973)
 GL0253
 GL0253                         *CURRENT SURVEY CONTROL
 GL0253  ___________________________________________________________________
 GL0253* NAD 83(1986)-  36 11 00.     (N)    102 42 40.     (W)     SCALED    
 GL0253* NAVD 88     -      1279.011  (meters)    4196.22   (feet)  ADJUSTED  
 GL0253  ___________________________________________________________________
 GL0253  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 GL0253  DYNAMIC HT  -        1277.525 (meters)    4191.35  (feet)  COMP
 GL0253  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 GL0253
 GL0253  VERT ORDER  -  FIRST     CLASS II
 GL0253
 GL0253.The horizontal coordinates were scaled from a topographic map and have
 GL0253.an estimated accuracy of +/- 6 seconds.
 GL0253
 GL0253.The orthometric height was determined by differential leveling
 GL0253.and adjusted by the National Geodetic Survey in June 1991..
 GL0253
 GL0253.The geoid height was determined by GEOID03.
 GL0253
 GL0253.The dynamic height is computed by dividing the NAVD 88
 GL0253.geopotential number by the normal gravity value computed on the
 GL0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0253.degrees latitude (g = 980.6199 gals.).
 GL0253
 GL0253.The modeled gravity was interpolated from observed gravity values.
 GL0253
 GL0253;                    North         East    Units  Estimated Accuracy
 GL0253;SPC TX N     - 1,242,890.       91,060.      MT  (+/- 180 meters Scaled)
 GL0253
 GL0253                          SUPERSEDED SURVEY CONTROL
 GL0253
 GL0253.No superseded survey control is available for this station.
 GL0253
 GL0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA058067(NAD 83)
 GL0253_MARKER: DB = BENCH MARK DISK
 GL0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0253+STABILITY: SURFACE MOTION
 GL0253
 GL0253  HISTORY     - Date     Condition        Report By
 GL0253  HISTORY     - UNK      MONUMENTED       CGS
 GL0253  HISTORY     - 1934     GOOD             NGS
 GL0253  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 GL0253
 GL0253                          STATION DESCRIPTION
 GL0253
 GL0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0253'13.75 MI NW FROM DALHART.
 GL0253'13.75 MILES NORTH-WEST BY RAIL FROM DALHART SET ON RIGHT OF WAY OF FT.
 GL0253'WORTH AND DENVER R.R. 151 FT WEST OF CENTER LINE OF TEXAS (U.S.) NO.
 GL0253'385 45 FT. SOUTH OF COUNTY ROAD.  51 FT WEST OF CENTER LINE OF TRACK.
 GL0253
 GL0253                          STATION RECOVERY (2004)
 GL0253
 GL0253'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0340 ***********************************************************************
 FM0340  DESIGNATION -  W 243
 FM0340  PID         -  FM0340
 FM0340  STATE/COUNTY-  TX/OLDHAM
 FM0340  USGS QUAD   -  EVERETT (1965)
 FM0340
 FM0340                         *CURRENT SURVEY CONTROL
 FM0340  ___________________________________________________________________
 FM0340* NAD 83(1986)-  35 13 09.     (N)    102 17 26.     (W)     SCALED    
 FM0340* NAVD 88     -      1202.922  (meters)    3946.59   (feet)  ADJUSTED  
 FM0340  ___________________________________________________________________
 FM0340  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 FM0340  DYNAMIC HT  -        1201.460 (meters)    3941.79  (feet)  COMP
 FM0340  MODELED GRAV-     979,376.8   (mgal)                       NAVD 88
 FM0340
 FM0340  VERT ORDER  -  SECOND    CLASS 0
 FM0340
 FM0340.The horizontal coordinates were scaled from a topographic map and have
 FM0340.an estimated accuracy of +/- 6 seconds.
 FM0340
 FM0340.The orthometric height was determined by differential leveling
 FM0340.and adjusted by the National Geodetic Survey in June 1991..
 FM0340
 FM0340.The geoid height was determined by GEOID03.
 FM0340
 FM0340.The dynamic height is computed by dividing the NAVD 88
 FM0340.geopotential number by the normal gravity value computed on the
 FM0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0340.degrees latitude (g = 980.6199 gals.).
 FM0340
 FM0340.The modeled gravity was interpolated from observed gravity values.
 FM0340
 FM0340;                    North         East    Units  Estimated Accuracy
 FM0340;SPC TX N     - 1,135,540.      128,030.      MT  (+/- 180 meters Scaled)
 FM0340
 FM0340                          SUPERSEDED SURVEY CONTROL
 FM0340
 FM0340  NGVD 29 (??/??/92) 1202.406  (m)         3944.89   (f) ADJ UNCH    2 0
 FM0340
 FM0340.Superseded values are not recommended for survey control.
 FM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0340.See file dsdata.txt to determine how the superseded data were derived.
 FM0340
 FM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV466007(NAD 83)
 FM0340_MARKER: DB = BENCH MARK DISK
 FM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0340_STAMPING: W-243 1934
 FM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0340+STABILITY: SURFACE MOTION
 FM0340
 FM0340  HISTORY     - Date     Condition        Report By
 FM0340  HISTORY     - 1934     MONUMENTED       CGS
 FM0340
 FM0340                          STATION DESCRIPTION
 FM0340
 FM0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0340'7.9 MI E FROM VEGA.
 FM0340'7.9 MILES EAST OF ROCK ISLAND RR DEPOT AT VEGA 4 FEET NORTHEAST OF
 FM0340'SECOND POLE WEST OF MILE POST 787.  42 FEET SOUTH OF CENTERLINE OF
 FM0340'ROCK ISLAND RAILROAD.  12 FEET NORTH OF RIGHT-OF-WAY FENCE.  3 FEET
 FM0340'BELOW LEVEL OF RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0879 ***********************************************************************
 DN0879  DESIGNATION -  W 244
 DN0879  PID         -  DN0879
 DN0879  STATE/COUNTY-  TX/MONTAGUE
 DN0879  USGS QUAD   -  BELCHERVILLE (1967)
 DN0879
 DN0879                         *CURRENT SURVEY CONTROL
 DN0879  ___________________________________________________________________
 DN0879* NAD 83(1986)-  33 48 02.     (N)    097 49 23.     (W)     SCALED    
 DN0879* NAVD 88     -       267.835  (meters)     878.72   (feet)  ADJUSTED  
 DN0879  ___________________________________________________________________
 DN0879  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DN0879  DYNAMIC HT  -         267.546 (meters)     877.77  (feet)  COMP
 DN0879  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 DN0879
 DN0879  VERT ORDER  -  SECOND    CLASS 0
 DN0879
 DN0879.The horizontal coordinates were scaled from a topographic map and have
 DN0879.an estimated accuracy of +/- 6 seconds.
 DN0879
 DN0879.The orthometric height was determined by differential leveling
 DN0879.and adjusted by the National Geodetic Survey in June 1991..
 DN0879
 DN0879.The geoid height was determined by GEOID03.
 DN0879
 DN0879.The dynamic height is computed by dividing the NAVD 88
 DN0879.geopotential number by the normal gravity value computed on the
 DN0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0879.degrees latitude (g = 980.6199 gals.).
 DN0879
 DN0879.The modeled gravity was interpolated from observed gravity values.
 DN0879
 DN0879;                    North         East    Units  Estimated Accuracy
 DN0879;SPC TXNC     - 2,236,840.      662,680.      MT  (+/- 180 meters Scaled)
 DN0879
 DN0879                          SUPERSEDED SURVEY CONTROL
 DN0879
 DN0879  NGVD 29 (??/??/92)  267.746  (m)          878.43   (f) ADJ UNCH    2 0
 DN0879
 DN0879.Superseded values are not recommended for survey control.
 DN0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0879.See file dsdata.txt to determine how the superseded data were derived.
 DN0879
 DN0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC089406(NAD 83)
 DN0879_MARKER: DB = BENCH MARK DISK
 DN0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0879_SP_SET: BRIDGE
 DN0879_STAMPING: 878.430 W 244 1934
 DN0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0879
 DN0879  HISTORY     - Date     Condition        Report By
 DN0879  HISTORY     - 1934     MONUMENTED       CGS
 DN0879  HISTORY     - 1950     GOOD             NGS
 DN0879  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0879
 DN0879                          STATION DESCRIPTION
 DN0879
 DN0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0879'0.6 MI E FROM BELCHERVILLE.
 DN0879'ABOUT 0.6 MILE EAST OF THE SMALL DEPOT IN BELCHERVILLE, ALONG THE
 DN0879'M.K.T. RAILROAD, 50 YARDS SOUTHWEST OF THE RAILROAD WATER TANK, 30
 DN0879'YARDS WEST OF THE OLD ROAD CROSSING, NOW CLOSED, IN THE MIDDLE OF THE
 DN0879'SOUTH HEADWALL OF THE CONCRETE BRIDGE WHICH IS 20 YARDS EAST OF THE
 DN0879'DAM FORMING THE LAKE WATER SUPPLY FOR THE TANK.  THE MARK IS ABOUT 4
 DN0879'FEET BELOW THE LEVEL OF THE TRACKS.  NOTE-- THE W IN THE STAMPING IS
 DN0879'INVERTED.
 DN0879
 DN0879                          STATION RECOVERY (1996)
 DN0879
 DN0879'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0472 ***********************************************************************
 DN0472  DESIGNATION -  W 245
 DN0472  PID         -  DN0472
 DN0472  STATE/COUNTY-  TX/GRAYSON
 DN0472  USGS QUAD   -  WHITESBORO (1982)
 DN0472
 DN0472                         *CURRENT SURVEY CONTROL
 DN0472  ___________________________________________________________________
 DN0472* NAD 83(1986)-  33 39 06.     (N)    096 54 04.     (W)     SCALED    
 DN0472* NAVD 88     -       240.171  (meters)     787.96   (feet)  ADJUSTED  
 DN0472  ___________________________________________________________________
 DN0472  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DN0472  DYNAMIC HT  -         239.918 (meters)     787.13  (feet)  COMP
 DN0472  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 DN0472
 DN0472  VERT ORDER  -  SECOND    CLASS 0
 DN0472
 DN0472.The horizontal coordinates were scaled from a topographic map and have
 DN0472.an estimated accuracy of +/- 6 seconds.
 DN0472
 DN0472.The orthometric height was determined by differential leveling
 DN0472.and adjusted by the National Geodetic Survey in June 1991..
 DN0472
 DN0472.The geoid height was determined by GEOID03.
 DN0472
 DN0472.The dynamic height is computed by dividing the NAVD 88
 DN0472.geopotential number by the normal gravity value computed on the
 DN0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0472.degrees latitude (g = 980.6199 gals.).
 DN0472
 DN0472.The modeled gravity was interpolated from observed gravity values.
 DN0472
 DN0472;                    North         East    Units  Estimated Accuracy
 DN0472;SPC TXNC     - 2,221,250.      748,300.      MT  (+/- 180 meters Scaled)
 DN0472
 DN0472                          SUPERSEDED SURVEY CONTROL
 DN0472
 DN0472  NGVD 29 (??/??/92)  240.129  (m)          787.82   (f) ADJ UNCH    2 0
 DN0472
 DN0472.Superseded values are not recommended for survey control.
 DN0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0472.See file dsdata.txt to determine how the superseded data were derived.
 DN0472
 DN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC946255(NAD 83)
 DN0472_MARKER: DB = BENCH MARK DISK
 DN0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0472_STAMPING: W 245 1934
 DN0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0472+STABILITY: SURFACE MOTION
 DN0472
 DN0472  HISTORY     - Date     Condition        Report By
 DN0472  HISTORY     - 1934     MONUMENTED       CGS
 DN0472  HISTORY     - 1955     MARK NOT FOUND   USGS
 DN0472  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0472
 DN0472                          STATION DESCRIPTION
 DN0472
 DN0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0472'IN WHITESBORO.
 DN0472'AT WHITESBORO, GRAYSON COUNTY, ABOUT 2 BLOCKS EAST OF THE STATION OF
 DN0472'THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, ABOUT 50 FEET EAST OF THE
 DN0472'MAGNOLIA BULK GASOLINE STATION, AND 5 FEET NORTH OF A SWITCH.  A
 DN0472'STANDARD DISK, STAMPED W 245 1934 AND SET IN THE TOP OF A CONCRETE
 DN0472'POST.
 DN0472
 DN0472                          STATION RECOVERY (1955)
 DN0472
 DN0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DN0472'MARK NOT FOUND.
 DN0472
 DN0472                          STATION RECOVERY (1995)
 DN0472
 DN0472'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0616 ***********************************************************************
 DN0616  DESIGNATION -  W 246
 DN0616  PID         -  DN0616
 DN0616  STATE/COUNTY-  TX/DENTON
 DN0616  USGS QUAD   -  JUSTIN (1978)
 DN0616
 DN0616                         *CURRENT SURVEY CONTROL
 DN0616  ___________________________________________________________________
 DN0616* NAD 83(1986)-  33 01 18.     (N)    097 18 37.     (W)     SCALED    
 DN0616* NAVD 88     -       202.314  (meters)     663.76   (feet)  ADJUSTED  
 DN0616  ___________________________________________________________________
 DN0616  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DN0616  DYNAMIC HT  -         202.077 (meters)     662.98  (feet)  COMP
 DN0616  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 DN0616
 DN0616  VERT ORDER  -  SECOND    CLASS 0
 DN0616
 DN0616.The horizontal coordinates were scaled from a topographic map and have
 DN0616.an estimated accuracy of +/- 6 seconds.
 DN0616
 DN0616.The orthometric height was determined by differential leveling
 DN0616.and adjusted by the National Geodetic Survey in June 1991..
 DN0616
 DN0616.The geoid height was determined by GEOID03.
 DN0616
 DN0616.The dynamic height is computed by dividing the NAVD 88
 DN0616.geopotential number by the normal gravity value computed on the
 DN0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0616.degrees latitude (g = 980.6199 gals.).
 DN0616
 DN0616.The modeled gravity was interpolated from observed gravity values.
 DN0616
 DN0616;                    North         East    Units  Estimated Accuracy
 DN0616;SPC TXNC     - 2,150,890.      711,140.      MT  (+/- 180 meters Scaled)
 DN0616
 DN0616                          SUPERSEDED SURVEY CONTROL
 DN0616
 DN0616  NGVD 29 (??/??/92)  202.264  (m)          663.59   (f) ADJ UNCH    2 0
 DN0616
 DN0616.Superseded values are not recommended for survey control.
 DN0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0616.See file dsdata.txt to determine how the superseded data were derived.
 DN0616
 DN0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB578549(NAD 83)
 DN0616_MARKER: DB = BENCH MARK DISK
 DN0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0616_STAMPING: W-246 1934
 DN0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0616+STABILITY: SURFACE MOTION
 DN0616
 DN0616  HISTORY     - Date     Condition        Report By
 DN0616  HISTORY     - 1934     MONUMENTED       CGS
 DN0616  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0616  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0616
 DN0616                          STATION DESCRIPTION
 DN0616
 DN0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0616'4.0 MI N FROM HASLET.
 DN0616'4.0 MILES NORTH OF HASLET G.C. AND S.F. DEPOT.  AT MILE POST 366.  50
 DN0616'FEET WEST OF GULF COLORADO AND SANTA FE RAILROAD TRACK.  50 FEET EAST
 DN0616'OF CENTER LINE OF ROAD.
 DN0616
 DN0616                          STATION RECOVERY (1995)
 DN0616
 DN0616'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0616'MARK NOT FOUND.
 DN0616
 DN0616                          STATION RECOVERY (1998)
 DN0616
 DN0616'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2013 ***********************************************************************
 BY2013  DESIGNATION -  W 249
 BY2013  PID         -  BY2013
 BY2013  STATE/COUNTY-  TX/LEON
 BY2013  USGS QUAD   -  KEECHI (1964)
 BY2013
 BY2013                         *CURRENT SURVEY CONTROL
 BY2013  ___________________________________________________________________
 BY2013* NAD 83(1986)-  31 31 20.     (N)    095 56 14.     (W)     SCALED    
 BY2013* NAVD 88     -        86.912  (meters)     285.14   (feet)  ADJUSTED  
 BY2013  ___________________________________________________________________
 BY2013  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BY2013  DYNAMIC HT  -          86.805 (meters)     284.79  (feet)  COMP
 BY2013  MODELED GRAV-     979,410.3   (mgal)                       NAVD 88
 BY2013
 BY2013  VERT ORDER  -  FIRST     CLASS II
 BY2013
 BY2013.The horizontal coordinates were scaled from a topographic map and have
 BY2013.an estimated accuracy of +/- 6 seconds.
 BY2013
 BY2013.The orthometric height was determined by differential leveling
 BY2013.and adjusted by the National Geodetic Survey in June 1991..
 BY2013
 BY2013.The geoid height was determined by GEOID03.
 BY2013
 BY2013.The dynamic height is computed by dividing the NAVD 88
 BY2013.geopotential number by the normal gravity value computed on the
 BY2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2013.degrees latitude (g = 980.6199 gals.).
 BY2013
 BY2013.The modeled gravity was interpolated from observed gravity values.
 BY2013
 BY2013;                    North         East    Units  Estimated Accuracy
 BY2013;SPC TX C     - 3,213,950.    1,117,400.      MT  (+/- 180 meters Scaled)
 BY2013
 BY2013                          SUPERSEDED SURVEY CONTROL
 BY2013
 BY2013  NGVD 29 (??/??/92)   86.874  (m)          285.02   (f) ADJ UNCH    1 2
 BY2013
 BY2013.Superseded values are not recommended for survey control.
 BY2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2013.See file dsdata.txt to determine how the superseded data were derived.
 BY2013
 BY2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ210912(NAD 83)
 BY2013_MARKER: DB = BENCH MARK DISK
 BY2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2013_STAMPING: W 249 1952
 BY2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2013+STABILITY: SURFACE MOTION
 BY2013
 BY2013  HISTORY     - Date     Condition        Report By
 BY2013  HISTORY     - 1952     MONUMENTED       CGS
 BY2013
 BY2013                          STATION DESCRIPTION
 BY2013
 BY2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2013'0.8 MI NE FROM KEECHI.
 BY2013'0.8 MILE NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BY2013'FROM THE STATION SIGN AT KEECHI, 276 FEET WEST OF THE WEST CORNER OF
 BY2013'TRESTLE 26.0, 91 FEET NORTHWEST OF THE NORTHWEST RAIL, 73 FEET
 BY2013'SOUTHEAST OF THE CENTER LINE OF A SAND ROAD, 1 FOOT NORTHWEST OF A
 BY2013'FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, 7 FEET BELOW THE TOP OF THE
 BY2013'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BY2013'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0279 ***********************************************************************
 BP0279  DESIGNATION -  W 25
 BP0279  PID         -  BP0279
 BP0279  STATE/COUNTY-  TX/BREWSTER
 BP0279  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0279
 BP0279                         *CURRENT SURVEY CONTROL
 BP0279  ___________________________________________________________________
 BP0279* NAD 83(1986)-  30 13 04.     (N)    103 20 36.     (W)     SCALED    
 BP0279* NAVD 88     -      1284.183  (meters)    4213.19   (feet)  POSTED    
 BP0279  ___________________________________________________________________
 BP0279  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 BP0279  DYNAMIC HT  -        1282.080 (meters)    4206.29  (feet)  COMP
 BP0279  MODELED GRAV-     978,959.8   (mgal)                       NAVD 88
 BP0279
 BP0279  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0279
 BP0279.The horizontal coordinates were scaled from a topographic map and have
 BP0279.an estimated accuracy of +/- 6 seconds.
 BP0279
 BP0279.The orthometric height was determined by differential leveling
 BP0279.and adjusted by the National Geodetic Survey in 1992..
 BP0279.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0279.rate of 0.0 thru 1.0 mm/km.
 BP0279
 BP0279.The geoid height was determined by GEOID03.
 BP0279
 BP0279.The dynamic height is computed by dividing the NAVD 88
 BP0279.geopotential number by the normal gravity value computed on the
 BP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0279.degrees latitude (g = 980.6199 gals.).
 BP0279
 BP0279.The modeled gravity was interpolated from observed gravity values.
 BP0279
 BP0279;                    North         East    Units  Estimated Accuracy
 BP0279;SPC TXSC     - 4,272,030.      181,950.      MT  (+/- 180 meters Scaled)
 BP0279
 BP0279                          SUPERSEDED SURVEY CONTROL
 BP0279
 BP0279.No superseded survey control is available for this station.
 BP0279
 BP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP594440(NAD 83)
 BP0279_MARKER: DB = BENCH MARK DISK
 BP0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0279_STAMPING: ELEV. 4211.82 FT W 25 1917
 BP0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0279+STABILITY: SURFACE MOTION
 BP0279
 BP0279  HISTORY     - Date     Condition        Report By
 BP0279  HISTORY     - 1917     MONUMENTED       CGS
 BP0279  HISTORY     - 1957     MARK NOT FOUND   NGS
 BP0279  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0279
 BP0279                          STATION DESCRIPTION
 BP0279
 BP0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0279'2.6 MI E FROM LENOX.
 BP0279'ABOUT 2.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0279'LENOX, BREWSTER COUNTY, 23 FEET EAST OF MILEPOST 582 AND 45 FEET SOUTH
 BP0279'OF THE TRACK.  A STANDARD DISK, STAMPED ELEV. 4,211.82 FT W 25 1917
 BP0279'AND SET IN THE TOP OF A CONCRETE POST.
 BP0279
 BP0279                          STATION RECOVERY (1966)
 BP0279
 BP0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0070 ***********************************************************************
 BY0070  DESIGNATION -  W 250
 BY0070  PID         -  BY0070
 BY0070  STATE/COUNTY-  TX/SHELBY
 BY0070  USGS QUAD   -  TENAHA EAST (1984)
 BY0070
 BY0070                         *CURRENT SURVEY CONTROL
 BY0070  ___________________________________________________________________
 BY0070* NAD 83(1986)-  31 57 51.     (N)    094 08 31.     (W)     SCALED    
 BY0070* NAVD 88     -        88.028  (meters)     288.81   (feet)  ADJUSTED  
 BY0070  ___________________________________________________________________
 BY0070  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BY0070  DYNAMIC HT  -          87.925 (meters)     288.47  (feet)  COMP
 BY0070  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 BY0070
 BY0070  VERT ORDER  -  FIRST     CLASS II
 BY0070
 BY0070.The horizontal coordinates were scaled from a topographic map and have
 BY0070.an estimated accuracy of +/- 6 seconds.
 BY0070
 BY0070.The orthometric height was determined by differential leveling
 BY0070.and adjusted by the National Geodetic Survey in June 1991..
 BY0070
 BY0070.The geoid height was determined by GEOID03.
 BY0070
 BY0070.The dynamic height is computed by dividing the NAVD 88
 BY0070.geopotential number by the normal gravity value computed on the
 BY0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0070.degrees latitude (g = 980.6199 gals.).
 BY0070
 BY0070.The modeled gravity was interpolated from observed gravity values.
 BY0070
 BY0070;                    North         East    Units  Estimated Accuracy
 BY0070;SPC TX C     - 3,270,990.    1,284,980.      MT  (+/- 180 meters Scaled)
 BY0070
 BY0070                          SUPERSEDED SURVEY CONTROL
 BY0070
 BY0070  NGVD 29 (??/??/92)   88.073  (m)          288.95   (f) ADJ UNCH    1 2
 BY0070
 BY0070.Superseded values are not recommended for survey control.
 BY0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0070.See file dsdata.txt to determine how the superseded data were derived.
 BY0070
 BY0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR920370(NAD 83)
 BY0070_MARKER: DB = BENCH MARK DISK
 BY0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0070_STAMPING: W 250 1952
 BY0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0070+STABILITY: SURFACE MOTION
 BY0070
 BY0070  HISTORY     - Date     Condition        Report By
 BY0070  HISTORY     - 1952     MONUMENTED       CGS
 BY0070  HISTORY     - 1958     GOOD             NGS
 BY0070  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0070  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0070
 BY0070                          STATION DESCRIPTION
 BY0070
 BY0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0070'1.85 MI E FROM PAXTON.
 BY0070'1.85 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT PAXTON,
 BY0070'153 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 1/2 POLES
 BY0070'SOUTHWEST OF MILEPOST 183 OF THE TEXAS AND NEW ORLEANS RAILROAD, 58
 BY0070'FEET WEST OF THE CENTER OF A GRAVELED ROAD CROSSING OF THE RAILROAD,
 BY0070'38.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 250 FEET SOUTH OF A
 BY0070'FARMHOUSE, 50 FEET NORTH OF A POWER LINE, 15 FEET SOUTHEAST OF A
 BY0070'FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0070'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY0070
 BY0070                          STATION RECOVERY (1958)
 BY0070
 BY0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BY0070'RECOVERED IN GOOD CONDITION.
 BY0070
 BY0070                          STATION RECOVERY (1979)
 BY0070
 BY0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0070'MARK NOT FOUND.
 BY0070
 BY0070                          STATION RECOVERY (1979)
 BY0070
 BY0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0070'PROBABLY DESTROYED BY IMPROVEMENTS TO RR. THERE IS A POSSIBILITY THAT
 BY0070'THIS MARKED IS BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1293 ***********************************************************************
 BY1293  DESIGNATION -  W 251
 BY1293  PID         -  BY1293
 BY1293  STATE/COUNTY-  TX/CHEROKEE
 BY1293  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY1293
 BY1293                         *CURRENT SURVEY CONTROL
 BY1293  ___________________________________________________________________
 BY1293* NAD 83(1986)-  31 53 35.     (N)    095 03 03.     (W)     SCALED    
 BY1293* NAVD 88     -        83.862  (meters)     275.14   (feet)  ADJUSTED  
 BY1293  ___________________________________________________________________
 BY1293  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY1293  DYNAMIC HT  -          83.761 (meters)     274.81  (feet)  COMP
 BY1293  MODELED GRAV-     979,442.9   (mgal)                       NAVD 88
 BY1293
 BY1293  VERT ORDER  -  FIRST     CLASS II
 BY1293
 BY1293.The horizontal coordinates were scaled from a topographic map and have
 BY1293.an estimated accuracy of +/- 6 seconds.
 BY1293
 BY1293.The orthometric height was determined by differential leveling
 BY1293.and adjusted by the National Geodetic Survey in June 1991..
 BY1293
 BY1293.The geoid height was determined by GEOID03.
 BY1293
 BY1293.The dynamic height is computed by dividing the NAVD 88
 BY1293.geopotential number by the normal gravity value computed on the
 BY1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1293.degrees latitude (g = 980.6199 gals.).
 BY1293
 BY1293.The modeled gravity was interpolated from observed gravity values.
 BY1293
 BY1293;                    North         East    Units  Estimated Accuracy
 BY1293;SPC TX C     - 3,258,680.    1,199,550.      MT  (+/- 180 meters Scaled)
 BY1293
 BY1293                          SUPERSEDED SURVEY CONTROL
 BY1293
 BY1293  NGVD 29 (??/??/92)   83.884  (m)          275.21   (f) ADJ UNCH    1 2
 BY1293
 BY1293.Superseded values are not recommended for survey control.
 BY1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1293.See file dsdata.txt to determine how the superseded data were derived.
 BY1293
 BY1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR060304(NAD 83)
 BY1293_MARKER: DB = BENCH MARK DISK
 BY1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1293_STAMPING: W 251 1952
 BY1293_PROJECTION: PROJECTING 15 CENTIMETERS
 BY1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1293+STABILITY: SURFACE MOTION
 BY1293
 BY1293  HISTORY     - Date     Condition        Report By
 BY1293  HISTORY     - 1952     MONUMENTED       CGS
 BY1293  HISTORY     - 1979     GOOD             NGS
 BY1293
 BY1293                          STATION DESCRIPTION
 BY1293
 BY1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1293'1.5 MI E FROM PONTA.
 BY1293'1.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1293'STATION AT PONTA, 2 POLES EAST OF MILEPOST 187, AT A PRIVATE ROAD
 BY1293'CROSSING, 46 FEET SOUTH OF THE SOUTH RAIL, 36 FEET EAST OF THE CENTER
 BY1293'LINE OF A PRIVATE ROAD AND THE CENTER OF AN IRON GATE, 14 FEET
 BY1293'SOUTHEAST OF A TELEGRAPH POLE, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF
 BY1293'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BY1293'FOOT ABOVE THE GROUND.
 BY1293
 BY1293                          STATION RECOVERY (1979)
 BY1293
 BY1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1293'1.5 MILES EAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF STATE
 BY1293'HIGHWAY 110 IN PONTA, THENCE 0.25 MILE SOUTH ALONG A PRIVATE ROAD, AT
 BY1293'THE SOUTHERN PACIFIC RAILROAD CROSSING, 46.0 FT. SOUTH OF THE SOUTH
 BY1293'RAIL, 36.0 FT. EAST OF THE CENTERLINE OF THE ROAD, 14.0 FT. SOUTHEAST
 BY1293'OF A TELEGRAPH POLE, 2.0 FT. NORTH OF A FENCE.  NOTE-FOR PERMISSION TO
 BY1293'LEVEL, CONTACT J.M. BOONE IN RUSK, PHONE NUMBER 713-683-4416.
 BY1293'THE MARK IS 2 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1313 ***********************************************************************
 BY1313  DESIGNATION -  W 252
 BY1313  PID         -  BY1313
 BY1313  STATE/COUNTY-  TX/CHEROKEE
 BY1313  USGS QUAD   -  RUSK (1973)
 BY1313
 BY1313                         *CURRENT SURVEY CONTROL
 BY1313  ___________________________________________________________________
 BY1313* NAD 83(1986)-  31 48 13.     (N)    095 08 49.     (W)     SCALED    
 BY1313* NAVD 88     -       170.66   (+/-2cm)     559.9    (feet)  VERTCON   
 BY1313  ___________________________________________________________________
 BY1313  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY1313
 BY1313  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1313
 BY1313.The horizontal coordinates were scaled from a topographic map and have
 BY1313.an estimated accuracy of +/- 6 seconds.
 BY1313
 BY1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1313.The vertical order pertains to the NGVD 29 superseded value.
 BY1313
 BY1313.The geoid height was determined by GEOID03.
 BY1313
 BY1313;                    North         East    Units  Estimated Accuracy
 BY1313;SPC TX C     - 3,248,350.    1,190,930.      MT  (+/- 180 meters Scaled)
 BY1313
 BY1313                          SUPERSEDED SURVEY CONTROL
 BY1313
 BY1313  NGVD 29 (??/??/92)  170.673  (m)          559.95   (f) ADJ UNCH    1 2
 BY1313
 BY1313.Superseded values are not recommended for survey control.
 BY1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1313.See file dsdata.txt to determine how the superseded data were derived.
 BY1313
 BY1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR967206(NAD 83)
 BY1313_MARKER: DB = BENCH MARK DISK
 BY1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1313_STAMPING: W 252 1952
 BY1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1313+STABILITY: SURFACE MOTION
 BY1313
 BY1313  HISTORY     - Date     Condition        Report By
 BY1313  HISTORY     - 1952     MONUMENTED       CGS
 BY1313  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1313  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1313
 BY1313                          STATION DESCRIPTION
 BY1313
 BY1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1313'0.75 MI N FROM RUSK.
 BY1313'0.75 MILE NORTH ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 110 FROM THE
 BY1313'COURTHOUSE AT RUSK, 0.1 MILE NORTH OF AN INTERSECTION WITH U.S.
 BY1313'HIGHWAY 69, AT AN INTERSECTION WITH FARM ROAD 854, 88 FEET SOUTH OF
 BY1313'THE SOUTHWEST CORNER OF A BRICK HOUSE, 36 FEET EAST OF THE CENTER LINE
 BY1313'OF THE FARM ROAD, 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 12
 BY1313'FEET NORTHEAST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST
 BY1313'WHICH IS FLUSH WITH THE GROUND.
 BY1313
 BY1313                          STATION RECOVERY (1973)
 BY1313
 BY1313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1313'MARK NOT FOUND.
 BY1313
 BY1313                          STATION RECOVERY (1996)
 BY1313
 BY1313'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0293 ***********************************************************************
 GK0293  DESIGNATION -  W 253
 GK0293  PID         -  GK0293
 GK0293  STATE/COUNTY-  TX/HANSFORD
 GK0293  USGS QUAD   -  GRUVER (1973)
 GK0293
 GK0293                         *CURRENT SURVEY CONTROL
 GK0293  ___________________________________________________________________
 GK0293* NAD 83(1986)-  36 19 30.     (N)    101 23 07.     (W)     SCALED    
 GK0293* NAVD 88     -       962.346  (meters)    3157.30   (feet)  ADJUSTED  
 GK0293  ___________________________________________________________________
 GK0293  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0293  DYNAMIC HT  -         961.314 (meters)    3153.91  (feet)  COMP
 GK0293  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 GK0293
 GK0293  VERT ORDER  -  SECOND    CLASS 0
 GK0293
 GK0293.The horizontal coordinates were scaled from a topographic map and have
 GK0293.an estimated accuracy of +/- 6 seconds.
 GK0293
 GK0293.The orthometric height was determined by differential leveling
 GK0293.and adjusted by the National Geodetic Survey in June 1991..
 GK0293
 GK0293.The geoid height was determined by GEOID03.
 GK0293
 GK0293.The dynamic height is computed by dividing the NAVD 88
 GK0293.geopotential number by the normal gravity value computed on the
 GK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0293.degrees latitude (g = 980.6199 gals.).
 GK0293
 GK0293.The modeled gravity was interpolated from observed gravity values.
 GK0293
 GK0293;                    North         East    Units  Estimated Accuracy
 GK0293;SPC TX N     - 1,257,950.      210,300.      MT  (+/- 180 meters Scaled)
 GK0293
 GK0293                          SUPERSEDED SURVEY CONTROL
 GK0293
 GK0293  NGVD 29 (??/??/92)  961.893  (m)         3155.81   (f) ADJ UNCH    2 0
 GK0293
 GK0293.Superseded values are not recommended for survey control.
 GK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0293.See file dsdata.txt to determine how the superseded data were derived.
 GK0293
 GK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF858226(NAD 83)
 GK0293_MARKER: DB = BENCH MARK DISK
 GK0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0293_STAMPING: W-253 1934
 GK0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0293+STABILITY: SURFACE MOTION
 GK0293
 GK0293  HISTORY     - Date     Condition        Report By
 GK0293  HISTORY     - 1934     MONUMENTED       CGS
 GK0293
 GK0293                          STATION DESCRIPTION
 GK0293
 GK0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0293'4.6 MI NE FROM GRUVER.
 GK0293'4.6 MILES NORTHEAST OF C. RI. AND G. RR. STATION AT GRUVER 40 FEET
 GK0293'SOUTHEAST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY
 GK0293'TRACK. 5 POLES NORTHEAST OF MILE POLE 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0307 ***********************************************************************
 GK0307  DESIGNATION -  W 254
 GK0307  PID         -  GK0307
 GK0307  STATE/COUNTY-  TX/HANSFORD
 GK0307  USGS QUAD   -  GRUVER (1973)
 GK0307
 GK0307                         *CURRENT SURVEY CONTROL
 GK0307  ___________________________________________________________________
 GK0307* NAD 83(1986)-  36 16 11.     (N)    101 25 23.     (W)     SCALED    
 GK0307* NAVD 88     -       968.770  (meters)    3178.37   (feet)  ADJUSTED  
 GK0307  ___________________________________________________________________
 GK0307  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 GK0307  DYNAMIC HT  -         967.722 (meters)    3174.93  (feet)  COMP
 GK0307  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 GK0307
 GK0307  VERT ORDER  -  SECOND    CLASS 0
 GK0307
 GK0307.The horizontal coordinates were scaled from a topographic map and have
 GK0307.an estimated accuracy of +/- 6 seconds.
 GK0307
 GK0307.The orthometric height was determined by differential leveling
 GK0307.and adjusted by the National Geodetic Survey in June 1991..
 GK0307
 GK0307.The geoid height was determined by GEOID03.
 GK0307
 GK0307.The dynamic height is computed by dividing the NAVD 88
 GK0307.geopotential number by the normal gravity value computed on the
 GK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0307.degrees latitude (g = 980.6199 gals.).
 GK0307
 GK0307.The modeled gravity was interpolated from observed gravity values.
 GK0307
 GK0307;                    North         East    Units  Estimated Accuracy
 GK0307;SPC TX N     - 1,251,810.      206,910.      MT  (+/- 180 meters Scaled)
 GK0307
 GK0307                          SUPERSEDED SURVEY CONTROL
 GK0307
 GK0307  NGVD 29 (??/??/92)  968.312  (m)         3176.87   (f) ADJ UNCH    2 0
 GK0307
 GK0307.Superseded values are not recommended for survey control.
 GK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0307.See file dsdata.txt to determine how the superseded data were derived.
 GK0307
 GK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF823165(NAD 83)
 GK0307_MARKER: DB = BENCH MARK DISK
 GK0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0307_STAMPING: W-254 1934
 GK0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0307+STABILITY: SURFACE MOTION
 GK0307
 GK0307  HISTORY     - Date     Condition        Report By
 GK0307  HISTORY     - 1934     MONUMENTED       CGS
 GK0307  HISTORY     - 1941     MARK NOT FOUND   LOCSUR
 GK0307
 GK0307                          STATION DESCRIPTION
 GK0307
 GK0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0307'1.2 MI W FROM GRUVER.
 GK0307'1.2 MILES WEST OF GRUVER OF CITY WATER TOWER. 1.2 MILES WEST OF
 GK0307'GRUVER, 40 FEET NORTH OF CENTER LINE OF ROAD TO GRUVER.
 GK0307
 GK0307                          STATION RECOVERY (1941)
 GK0307
 GK0307'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 GK0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0042 ***********************************************************************
 GK0042  DESIGNATION -  W 255
 GK0042  PID         -  GK0042
 GK0042  STATE/COUNTY-  TX/LIPSCOMB
 GK0042  USGS QUAD   -  GAYLORD (1972)
 GK0042
 GK0042                         *CURRENT SURVEY CONTROL
 GK0042  ___________________________________________________________________
 GK0042* NAD 83(1986)-  36 27 01.     (N)    100 29 38.     (W)     SCALED    
 GK0042* NAVD 88     -       855.808  (meters)    2807.76   (feet)  ADJUSTED  
 GK0042  ___________________________________________________________________
 GK0042  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 GK0042  DYNAMIC HT  -         854.926 (meters)    2804.87  (feet)  COMP
 GK0042  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 GK0042
 GK0042  VERT ORDER  -  SECOND    CLASS 0
 GK0042
 GK0042.The horizontal coordinates were scaled from a topographic map and have
 GK0042.an estimated accuracy of +/- 6 seconds.
 GK0042
 GK0042.The orthometric height was determined by differential leveling
 GK0042.and adjusted by the National Geodetic Survey in June 1991..
 GK0042
 GK0042.The geoid height was determined by GEOID03.
 GK0042
 GK0042.The dynamic height is computed by dividing the NAVD 88
 GK0042.geopotential number by the normal gravity value computed on the
 GK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0042.degrees latitude (g = 980.6199 gals.).
 GK0042
 GK0042.The modeled gravity was interpolated from observed gravity values.
 GK0042
 GK0042;                    North         East    Units  Estimated Accuracy
 GK0042;SPC TX N     - 1,272,300.      290,200.      MT  (+/- 180 meters Scaled)
 GK0042
 GK0042                          SUPERSEDED SURVEY CONTROL
 GK0042
 GK0042  NGVD 29 (??/??/92)  855.445  (m)         2806.57   (f) ADJ UNCH    2 0
 GK0042
 GK0042.Superseded values are not recommended for survey control.
 GK0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0042.See file dsdata.txt to determine how the superseded data were derived.
 GK0042
 GK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF661349(NAD 83)
 GK0042_MARKER: DB = BENCH MARK DISK
 GK0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0042_STAMPING: W-255 1934
 GK0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0042+STABILITY: SURFACE MOTION
 GK0042
 GK0042  HISTORY     - Date     Condition        Report By
 GK0042  HISTORY     - 1934     MONUMENTED       CGS
 GK0042
 GK0042                          STATION DESCRIPTION
 GK0042
 GK0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0042'2.6 MI E FROM BOOKER.
 GK0042'2.6 MILES EAST OF BOOKER P, AND SF. RR. STATION 0.35 MILE EAST OF
 GK0042'MILESPOST 40, 227 FEET NORTHEAST OF PANHANDLE AND SANTA FE RAILROAD
 GK0042'BRIDGE OF WOOD NO. 39 C, 60 FEET NORTH OF NEAREST RAIL OF TRACK, 42
 GK0042'FEET WEST OF CENTER-LINE OF ROAD CROSSING THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0624 ***********************************************************************
 FL0624  DESIGNATION -  W 256
 FL0624  PID         -  FL0624
 FL0624  STATE/COUNTY-  TX/ROBERTS
 FL0624  USGS QUAD   -  PAMPA NE (1972)
 FL0624
 FL0624                         *CURRENT SURVEY CONTROL
 FL0624  ___________________________________________________________________
 FL0624* NAD 83(1986)-  35 38 18.     (N)    100 45 44.     (W)     SCALED    
 FL0624* NAVD 88     -       886.280  (meters)    2907.74   (feet)  ADJUSTED  
 FL0624  ___________________________________________________________________
 FL0624  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 FL0624  DYNAMIC HT  -         885.303 (meters)    2904.53  (feet)  COMP
 FL0624  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 FL0624
 FL0624  VERT ORDER  -  SECOND    CLASS 0
 FL0624
 FL0624.The horizontal coordinates were scaled from a topographic map and have
 FL0624.an estimated accuracy of +/- 6 seconds.
 FL0624
 FL0624.The orthometric height was determined by differential leveling
 FL0624.and adjusted by the National Geodetic Survey in June 1991..
 FL0624
 FL0624.The geoid height was determined by GEOID03.
 FL0624
 FL0624.The dynamic height is computed by dividing the NAVD 88
 FL0624.geopotential number by the normal gravity value computed on the
 FL0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0624.degrees latitude (g = 980.6199 gals.).
 FL0624
 FL0624.The modeled gravity was interpolated from observed gravity values.
 FL0624
 FL0624;                    North         East    Units  Estimated Accuracy
 FL0624;SPC TX N     - 1,182,000.      266,820.      MT  (+/- 180 meters Scaled)
 FL0624
 FL0624                          SUPERSEDED SURVEY CONTROL
 FL0624
 FL0624  NGVD 29 (??/??/92)  885.876  (m)         2906.41   (f) ADJ UNCH    2 0
 FL0624
 FL0624.Superseded values are not recommended for survey control.
 FL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0624.See file dsdata.txt to determine how the superseded data were derived.
 FL0624
 FL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE404452(NAD 83)
 FL0624_MARKER: DB = BENCH MARK DISK
 FL0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0624+STABILITY: SURFACE MOTION
 FL0624
 FL0624  HISTORY     - Date     Condition        Report By
 FL0624  HISTORY     - 1934     MONUMENTED       CGS
 FL0624  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0624
 FL0624                          STATION DESCRIPTION
 FL0624
 FL0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0624'6.0 MI NE FROM HOOVER.
 FL0624'6.0 MILES NORTHEAST OF HOOVER P. AND S.F. RR. STATION 0.15 MILE
 FL0624'NORTHEAST OF RAILWAY BLOCK SIGNAL 4852. 72 FEET NORTHWEST OF NEAREST
 FL0624'RAIL OF PANHANDLE AND SANTA FE RAILWAY TRACK. 6 FEET SOUTHEAST OF
 FL0624'PROPERTY LINE FENCE.
 FL0624
 FL0624                          STATION RECOVERY (1966)
 FL0624
 FL0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0016 ***********************************************************************
 BZ0016  DESIGNATION -  W 257
 BZ0016  PID         -  BZ0016
 BZ0016  STATE/COUNTY-  TX/LIMESTONE
 BZ0016  USGS QUAD   -  FALLON (1982)
 BZ0016
 BZ0016                         *CURRENT SURVEY CONTROL
 BZ0016  ___________________________________________________________________
 BZ0016* NAD 83(1986)-  31 34 19.     (N)    096 23 51.     (W)     SCALED    
 BZ0016* NAVD 88     -       156.778  (meters)     514.36   (feet)  ADJUSTED  
 BZ0016  ___________________________________________________________________
 BZ0016  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ0016  DYNAMIC HT  -         156.589 (meters)     513.74  (feet)  COMP
 BZ0016  MODELED GRAV-     979,434.7   (mgal)                       NAVD 88
 BZ0016
 BZ0016  VERT ORDER  -  FIRST     CLASS II
 BZ0016
 BZ0016.The horizontal coordinates were scaled from a topographic map and have
 BZ0016.an estimated accuracy of +/- 6 seconds.
 BZ0016
 BZ0016.The orthometric height was determined by differential leveling
 BZ0016.and adjusted by the National Geodetic Survey in June 1991..
 BZ0016.WARNING-Repeat measurements at this control monument indicate possible
 BZ0016.vertical movement.
 BZ0016
 BZ0016.The geoid height was determined by GEOID03.
 BZ0016
 BZ0016.The dynamic height is computed by dividing the NAVD 88
 BZ0016.geopotential number by the normal gravity value computed on the
 BZ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0016.degrees latitude (g = 980.6199 gals.).
 BZ0016
 BZ0016.The modeled gravity was interpolated from observed gravity values.
 BZ0016
 BZ0016;                    North         East    Units  Estimated Accuracy
 BZ0016;SPC TX C     - 3,217,820.    1,073,520.      MT  (+/- 180 meters Scaled)
 BZ0016
 BZ0016                          SUPERSEDED SURVEY CONTROL
 BZ0016
 BZ0016  NGVD 29 (??/??/92)  156.681  (m)          514.04   (f) ADJ UNCH    1 2
 BZ0016
 BZ0016.Superseded values are not recommended for survey control.
 BZ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0016.See file dsdata.txt to determine how the superseded data were derived.
 BZ0016
 BZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV469959(NAD 83)
 BZ0016_MARKER: DB = BENCH MARK DISK
 BZ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0016_STAMPING: W 257 1952
 BZ0016_PROJECTION: PROJECTING 5 CENTIMETERS
 BZ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0016+STABILITY: SURFACE MOTION
 BZ0016
 BZ0016  HISTORY     - Date     Condition        Report By
 BZ0016  HISTORY     - 1952     MONUMENTED       CGS
 BZ0016  HISTORY     - 1980     GOOD             NGS
 BZ0016
 BZ0016                          STATION DESCRIPTION
 BZ0016
 BZ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0016'4.4 MI SE FROM SHILOH.
 BZ0016'4.4 MILES SOUTHEAST ALONG FARM ROAD 39 FROM ITS JUNCTION WITH A
 BZ0016'GRAVELED ROAD AT SHILOH, 0.8 MILE SOUTH OF THE CROSS ROADS AT FALLON,
 BZ0016'AT THE CROSSING OF THE LONE STAR NATURAL GAS COMPANY PIPE LINE, 50
 BZ0016'FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 20 FEET SOUTHEAST
 BZ0016'OF THE CENTER OF AN IRON GATE, 30 FEET SOUTHEAST OF THE PIPE LINE, 1.4
 BZ0016'FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN
 BZ0016'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BZ0016
 BZ0016                          STATION RECOVERY (1980)
 BZ0016
 BZ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0016'9.8 KM. (6.1 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0016'STATE HIGHWAY 164 IN PERSONVILLE, 1.3 KM. (0.8 MI.) SOUTHEAST THE
 BZ0016'JUNCTION OF FARM ROAD 1953 IN FALLON, AT THE CROSSING OF A LONE STAR
 BZ0016'GAS PIPELINE, 15.2 M. (50.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE
 BZ0016'FARM ROAD, 6.1 M. (20.0 FT.) SOUTHEAST OF THE CENTER OF AN IRON GATE,
 BZ0016'9.1 M. (30.0 FT.) SOUTHEAST OF THE CENTER OF THE PIPELINE, 0.5 M.
 BZ0016'(1.5 FT.) NORTHEAST OF A FENCE.
 BZ0016'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 BZ0016'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0555 ***********************************************************************
 BZ0555  DESIGNATION -  W 258
 BZ0555  PID         -  BZ0555
 BZ0555  STATE/COUNTY-  TX/HILL
 BZ0555  USGS QUAD   -  MALONE (1978)
 BZ0555
 BZ0555                         *CURRENT SURVEY CONTROL
 BZ0555  ___________________________________________________________________
 BZ0555* NAD 83(1986)-  31 55 53.     (N)    096 55 28.     (W)     SCALED    
 BZ0555* NAVD 88     -       158.790  (meters)     520.96   (feet)  ADJUSTED  
 BZ0555  ___________________________________________________________________
 BZ0555  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BZ0555  DYNAMIC HT  -         158.597 (meters)     520.33  (feet)  COMP
 BZ0555  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 BZ0555
 BZ0555  VERT ORDER  -  FIRST     CLASS II
 BZ0555
 BZ0555.The horizontal coordinates were scaled from a topographic map and have
 BZ0555.an estimated accuracy of +/- 6 seconds.
 BZ0555
 BZ0555.The orthometric height was determined by differential leveling
 BZ0555.and adjusted by the National Geodetic Survey in June 1991..
 BZ0555
 BZ0555.The geoid height was determined by GEOID03.
 BZ0555
 BZ0555.The dynamic height is computed by dividing the NAVD 88
 BZ0555.geopotential number by the normal gravity value computed on the
 BZ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0555.degrees latitude (g = 980.6199 gals.).
 BZ0555
 BZ0555.The modeled gravity was interpolated from observed gravity values.
 BZ0555
 BZ0555;                    North         East    Units  Estimated Accuracy
 BZ0555;SPC TXNC     - 2,030,470.      748,990.      MT  (+/- 180 meters Scaled)
 BZ0555
 BZ0555                          SUPERSEDED SURVEY CONTROL
 BZ0555
 BZ0555  NGVD 29 (??/??/92)  158.770  (m)          520.90   (f) ADJ UNCH    1 2
 BZ0555
 BZ0555.Superseded values are not recommended for survey control.
 BZ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0555.See file dsdata.txt to determine how the superseded data were derived.
 BZ0555
 BZ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA962347(NAD 83)
 BZ0555_MARKER: DB = BENCH MARK DISK
 BZ0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0555_SP_SET: CULVERT
 BZ0555_STAMPING: W 258 1952
 BZ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0555
 BZ0555  HISTORY     - Date     Condition        Report By
 BZ0555  HISTORY     - 1952     MONUMENTED       CGS
 BZ0555  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0555  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0555  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0555
 BZ0555                          STATION DESCRIPTION
 BZ0555
 BZ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0555'1.95 MI NW FROM MALONE.
 BZ0555'1.95 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE WATER TOWER AT
 BZ0555'MALONE, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 BZ0555'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF
 BZ0555'THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
 BZ0555
 BZ0555                          STATION RECOVERY (1980)
 BZ0555
 BZ0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0555'MARK NOT FOUND.
 BZ0555
 BZ0555                          STATION RECOVERY (1999)
 BZ0555
 BZ0555'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0555'MARK NOT FOUND.
 BZ0555
 BZ0555                          STATION RECOVERY (2003)
 BZ0555
 BZ0555'RECOVERY NOTE BY US POWER SQUADRON 2003 (WH)
 BZ0555'STATE HIGHWAY DEPARTMENT HAS WIDEND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0629 ***********************************************************************
 GK0629  DESIGNATION -  W 259
 GK0629  PID         -  GK0629
 GK0629  STATE/COUNTY-  TX/SHERMAN
 GK0629  USGS QUAD   -  PLEASURE POND (1974)
 GK0629
 GK0629                         *CURRENT SURVEY CONTROL
 GK0629  ___________________________________________________________________
 GK0629* NAD 83(1986)-  36 08 21.     (N)    101 49 44.     (W)     SCALED    
 GK0629* NAVD 88     -      1074.790  (meters)    3526.21   (feet)  ADJUSTED  
 GK0629  ___________________________________________________________________
 GK0629  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 GK0629  DYNAMIC HT  -        1073.587 (meters)    3522.26  (feet)  COMP
 GK0629  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 GK0629
 GK0629  VERT ORDER  -  SECOND    CLASS 0
 GK0629
 GK0629.The horizontal coordinates were scaled from a topographic map and have
 GK0629.an estimated accuracy of +/- 6 seconds.
 GK0629
 GK0629.The orthometric height was determined by differential leveling
 GK0629.and adjusted by the National Geodetic Survey in June 1991..
 GK0629
 GK0629.The geoid height was determined by GEOID03.
 GK0629
 GK0629.The dynamic height is computed by dividing the NAVD 88
 GK0629.geopotential number by the normal gravity value computed on the
 GK0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0629.degrees latitude (g = 980.6199 gals.).
 GK0629
 GK0629.The modeled gravity was interpolated from observed gravity values.
 GK0629
 GK0629;                    North         East    Units  Estimated Accuracy
 GK0629;SPC TX N     - 1,237,370.      170,400.      MT  (+/- 180 meters Scaled)
 GK0629
 GK0629                          SUPERSEDED SURVEY CONTROL
 GK0629
 GK0629  NGVD 29 (??/??/92) 1074.295  (m)         3524.58   (f) ADJ UNCH    2 0
 GK0629
 GK0629.Superseded values are not recommended for survey control.
 GK0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0629.See file dsdata.txt to determine how the superseded data were derived.
 GK0629
 GK0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF454030(NAD 83)
 GK0629_MARKER: DB = BENCH MARK DISK
 GK0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0629_STAMPING: W 259 1952
 GK0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0629+STABILITY: SURFACE MOTION
 GK0629
 GK0629  HISTORY     - Date     Condition        Report By
 GK0629  HISTORY     - 1952     MONUMENTED       CGS
 GK0629
 GK0629                          STATION DESCRIPTION
 GK0629
 GK0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0629'8.0 MI N FROM SUNRAY.
 GK0629'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0629'PACIFIC RAILROAD STATION AT SUNRAY, 130 FEET SOUTH OF THE CENTER LINE
 GK0629'OF FARM ROAD 1573, 59 FEET WEST OF THE CENTER LINE OF FARM ROAD 119,
 GK0629'78 FEET SOUTH OF A FENCE CORNER, 4.5 FEET NORTHEAST OF A POWER POLE,
 GK0629'1.2 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 GK0629'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0141 ***********************************************************************
 BP0141  DESIGNATION -  W 26
 BP0141  PID         -  BP0141
 BP0141  STATE/COUNTY-  TX/PECOS
 BP0141  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0141
 BP0141                         *CURRENT SURVEY CONTROL
 BP0141  ___________________________________________________________________
 BP0141* NAD 83(1986)-  30 08 51.     (N)    102 36 20.     (W)     SCALED    
 BP0141* NAVD 88     -      1001.307  (meters)    3285.12   (feet)  ADJUSTED  
 BP0141  ___________________________________________________________________
 BP0141  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 BP0141  DYNAMIC HT  -         999.729 (meters)    3279.94  (feet)  COMP
 BP0141  MODELED GRAV-     979,031.3   (mgal)                       NAVD 88
 BP0141
 BP0141  VERT ORDER  -  FIRST     CLASS II
 BP0141
 BP0141.The horizontal coordinates were scaled from a topographic map and have
 BP0141.an estimated accuracy of +/- 6 seconds.
 BP0141
 BP0141.The orthometric height was determined by differential leveling
 BP0141.and adjusted by the National Geodetic Survey in June 1991..
 BP0141
 BP0141.The geoid height was determined by GEOID03.
 BP0141
 BP0141.The dynamic height is computed by dividing the NAVD 88
 BP0141.geopotential number by the normal gravity value computed on the
 BP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0141.degrees latitude (g = 980.6199 gals.).
 BP0141
 BP0141.The modeled gravity was interpolated from observed gravity values.
 BP0141
 BP0141;                    North         East    Units  Estimated Accuracy
 BP0141;SPC TX C     - 3,055,540.      481,100.      MT  (+/- 180 meters Scaled)
 BP0141
 BP0141                          SUPERSEDED SURVEY CONTROL
 BP0141
 BP0141  NGVD 29 (??/??/92) 1000.996  (m)         3284.10   (f) ADJ UNCH    1 2
 BP0141
 BP0141.Superseded values are not recommended for survey control.
 BP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0141.See file dsdata.txt to determine how the superseded data were derived.
 BP0141
 BP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP306375(NAD 83)
 BP0141_MARKER: DB = BENCH MARK DISK
 BP0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0141_STAMPING: W 26 1917 ELEV. 3284.167 FT.
 BP0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0141+STABILITY: SURFACE MOTION
 BP0141
 BP0141  HISTORY     - Date     Condition        Report By
 BP0141  HISTORY     - 1917     MONUMENTED       CGS
 BP0141  HISTORY     - 1957     GOOD             NGS
 BP0141  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0141
 BP0141                          STATION DESCRIPTION
 BP0141
 BP0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0141'2.15 MI SE FROM LONGFELLOW.
 BP0141'ABOUT 2.15 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0141'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 44 1/2 FEET SOUTH OF
 BP0141'MILEPOST 530, 92 FEET SOUTH OF THE SOUTH RAIL, ABOUT 0.1 MILE EAST OF
 BP0141'THE MOST EASTERLY ONE OF THREE WINDMILLS, 5 1/2 FEET NORTH OF A FENCE,
 BP0141'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW
 BP0141'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BP0141'INCHES.
 BP0141
 BP0141                          STATION RECOVERY (1981)
 BP0141
 BP0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0141'THE POST WAS FOUND WITH THE TOP BROKEN OFF, THE DISK WAS NOT
 BP0141'RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0711 ***********************************************************************
 CT0711  DESIGNATION -  W 261
 CT0711  PID         -  CT0711
 CT0711  STATE/COUNTY-  TX/JONES
 CT0711  USGS QUAD   -  HAWLEY (1987)
 CT0711
 CT0711                         *CURRENT SURVEY CONTROL
 CT0711  ___________________________________________________________________
 CT0711* NAD 83(1986)-  32 34 03.     (N)    099 47 24.     (W)     SCALED    
 CT0711* NAVD 88     -       497.195  (meters)    1631.21   (feet)  ADJUSTED  
 CT0711  ___________________________________________________________________
 CT0711  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CT0711  DYNAMIC HT  -         496.555 (meters)    1629.11  (feet)  COMP
 CT0711  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 CT0711
 CT0711  VERT ORDER  -  SECOND    CLASS 0
 CT0711
 CT0711.The horizontal coordinates were scaled from a topographic map and have
 CT0711.an estimated accuracy of +/- 6 seconds.
 CT0711
 CT0711.The orthometric height was determined by differential leveling
 CT0711.and adjusted by the National Geodetic Survey in June 1991..
 CT0711
 CT0711.The geoid height was determined by GEOID03.
 CT0711
 CT0711.The dynamic height is computed by dividing the NAVD 88
 CT0711.geopotential number by the normal gravity value computed on the
 CT0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0711.degrees latitude (g = 980.6199 gals.).
 CT0711
 CT0711.The modeled gravity was interpolated from observed gravity values.
 CT0711
 CT0711;                    North         East    Units  Estimated Accuracy
 CT0711;SPC TXNC     - 2,100,640.      478,880.      MT  (+/- 180 meters Scaled)
 CT0711
 CT0711                          SUPERSEDED SURVEY CONTROL
 CT0711
 CT0711  NGVD 29 (??/??/92)  497.038  (m)         1630.70   (f) ADJ UNCH    2 0
 CT0711
 CT0711.Superseded values are not recommended for survey control.
 CT0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0711.See file dsdata.txt to determine how the superseded data were derived.
 CT0711
 CT0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB258036(NAD 83)
 CT0711_MARKER: DB = BENCH MARK DISK
 CT0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0711_STAMPING: W 261 1934
 CT0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0711+STABILITY: SURFACE MOTION
 CT0711
 CT0711  HISTORY     - Date     Condition        Report By
 CT0711  HISTORY     - 1934     MONUMENTED       CGS
 CT0711  HISTORY     - 1958     GOOD             NGS
 CT0711
 CT0711                          STATION DESCRIPTION
 CT0711
 CT0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0711'3.7 MI SE FROM HAWLEY.
 CT0711'MARK IS 52 YARDS SOUTHWEST OF MILEPOST 141, 51 FEET WEST OF THE
 CT0711'CENTERLINE OF THE TRACK, 25 FEET NORTH OF A GATE AND 2 FEET WEST OF
 CT0711'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0498 ***********************************************************************
 DN0498  DESIGNATION -  W 263
 DN0498  PID         -  DN0498
 DN0498  STATE/COUNTY-  TX/GRAYSON
 DN0498  USGS QUAD   -  DORCHESTER (1974)
 DN0498
 DN0498                         *CURRENT SURVEY CONTROL
 DN0498  ___________________________________________________________________
 DN0498* NAD 83(1986)-  33 34 17.     (N)    096 38 49.     (W)     SCALED    
 DN0498* NAVD 88     -       216.496  (meters)     710.29   (feet)  ADJUSTED  
 DN0498  ___________________________________________________________________
 DN0498  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DN0498  DYNAMIC HT  -         216.264 (meters)     709.53  (feet)  COMP
 DN0498  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 DN0498
 DN0498  VERT ORDER  -  SECOND    CLASS 0
 DN0498
 DN0498.The horizontal coordinates were scaled from a topographic map and have
 DN0498.an estimated accuracy of +/- 6 seconds.
 DN0498
 DN0498.The orthometric height was determined by differential leveling
 DN0498.and adjusted by the National Geodetic Survey in June 1991..
 DN0498
 DN0498.The geoid height was determined by GEOID03.
 DN0498
 DN0498.The dynamic height is computed by dividing the NAVD 88
 DN0498.geopotential number by the normal gravity value computed on the
 DN0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0498.degrees latitude (g = 980.6199 gals.).
 DN0498
 DN0498.The modeled gravity was interpolated from observed gravity values.
 DN0498
 DN0498;                    North         East    Units  Estimated Accuracy
 DN0498;SPC TXNC     - 2,212,740.      772,030.      MT  (+/- 180 meters Scaled)
 DN0498
 DN0498                          SUPERSEDED SURVEY CONTROL
 DN0498
 DN0498  NGVD 29 (??/??/92)  216.53   (m)          710.4    (f) COMPUTED    2 0
 DN0498
 DN0498.Superseded values are not recommended for survey control.
 DN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0498.See file dsdata.txt to determine how the superseded data were derived.
 DN0498
 DN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC184171(NAD 83)
 DN0498_MARKER: DB = BENCH MARK DISK
 DN0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0498_STAMPING: W 263 1934
 DN0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0498+STABILITY: SURFACE MOTION
 DN0498
 DN0498  HISTORY     - Date     Condition        Report By
 DN0498  HISTORY     - 1934     MONUMENTED       CGS
 DN0498  HISTORY     - 1952     MARK NOT FOUND   NGS
 DN0498  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0498
 DN0498                          STATION DESCRIPTION
 DN0498
 DN0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0498'4.0 MI NE FROM DORCHESTER.
 DN0498'4.0 MILES NE OF AND ALONG THE ST. L. AND S.F.R.R. 16 FEET N OF THE
 DN0498'CENTER OF THE TRACK.  119 YARDS W OF MILE POST 652.
 DN0498
 DN0498                          STATION RECOVERY (1952)
 DN0498
 DN0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DN0498'MARK NOT FOUND.
 DN0498
 DN0498                          STATION RECOVERY (1995)
 DN0498
 DN0498'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0186 ***********************************************************************
 DN0186  DESIGNATION -  W 264
 DN0186  PID         -  DN0186
 DN0186  STATE/COUNTY-  TX/COLLIN
 DN0186  USGS QUAD   -  CULLEOKA (1973)
 DN0186
 DN0186                         *CURRENT SURVEY CONTROL
 DN0186  ___________________________________________________________________
 DN0186* NAD 83(1986)-  33 10 39.     (N)    096 27 24.     (W)     SCALED    
 DN0186* NAVD 88     -       149.411  (meters)     490.19   (feet)  POSTED    
 DN0186  ___________________________________________________________________
 DN0186  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN0186  DYNAMIC HT  -         149.250 (meters)     489.66  (feet)  COMP
 DN0186  MODELED GRAV-     979,545.7   (mgal)                       NAVD 88
 DN0186
 DN0186  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DN0186
 DN0186.The horizontal coordinates were scaled from a topographic map and have
 DN0186.an estimated accuracy of +/- 6 seconds.
 DN0186
 DN0186.The orthometric height was determined by differential leveling
 DN0186.and adjusted by the National Geodetic Survey in 1992..
 DN0186.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DN0186.rate of 4.1 thru 8.0 mm/km.
 DN0186
 DN0186.The geoid height was determined by GEOID03.
 DN0186
 DN0186.The dynamic height is computed by dividing the NAVD 88
 DN0186.geopotential number by the normal gravity value computed on the
 DN0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0186.degrees latitude (g = 980.6199 gals.).
 DN0186
 DN0186.The modeled gravity was interpolated from observed gravity values.
 DN0186
 DN0186;                    North         East    Units  Estimated Accuracy
 DN0186;SPC TXNC     - 2,169,390.      790,540.      MT  (+/- 180 meters Scaled)
 DN0186
 DN0186                          SUPERSEDED SURVEY CONTROL
 DN0186
 DN0186  NGVD 29 (??/??/92)  149.38   (m)          490.1    (f) COMPUTED    2 0
 DN0186
 DN0186.Superseded values are not recommended for survey control.
 DN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0186.See file dsdata.txt to determine how the superseded data were derived.
 DN0186
 DN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB371738(NAD 83)
 DN0186_MARKER: DB = BENCH MARK DISK
 DN0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0186_STAMPING: W 264 1934
 DN0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0186+STABILITY: SURFACE MOTION
 DN0186
 DN0186  HISTORY     - Date     Condition        Report By
 DN0186  HISTORY     - 1934     MONUMENTED       CGS
 DN0186  HISTORY     - 1946     MARK NOT FOUND   NGS
 DN0186  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0186
 DN0186                          STATION DESCRIPTION
 DN0186
 DN0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0186'2.0 MI E FROM PRINCETON.
 DN0186'2.0 MI E OF AND ALONG THE M K AND T R R 16 YARDS N OF TRACK.  91 FEET
 DN0186'W OF MILE POST 192.  3 FEET W OF FENCE.
 DN0186
 DN0186                          STATION RECOVERY (1946)
 DN0186
 DN0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DN0186'MARK NOT FOUND.
 DN0186
 DN0186                          STATION RECOVERY (1994)
 DN0186
 DN0186'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0707 ***********************************************************************
 CS0707  DESIGNATION -  W 265
 CS0707  PID         -  CS0707
 CS0707  STATE/COUNTY-  TX/ELLIS
 CS0707  USGS QUAD   -  WAXAHACHIE (1978)
 CS0707
 CS0707                         *CURRENT SURVEY CONTROL
 CS0707  ___________________________________________________________________
 CS0707* NAD 83(1986)-  32 25 23.     (N)    096 51 10.     (W)     SCALED    
 CS0707* NAVD 88     -       199.549  (meters)     654.69   (feet)  ADJUSTED  
 CS0707  ___________________________________________________________________
 CS0707  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CS0707  DYNAMIC HT  -         199.314 (meters)     653.92  (feet)  COMP
 CS0707  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 CS0707
 CS0707  VERT ORDER  -  SECOND    CLASS 0
 CS0707
 CS0707.The horizontal coordinates were scaled from a topographic map and have
 CS0707.an estimated accuracy of +/- 6 seconds.
 CS0707
 CS0707.The orthometric height was determined by differential leveling
 CS0707.and adjusted by the National Geodetic Survey in June 1991..
 CS0707
 CS0707.The geoid height was determined by GEOID03.
 CS0707
 CS0707.The dynamic height is computed by dividing the NAVD 88
 CS0707.geopotential number by the normal gravity value computed on the
 CS0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0707.degrees latitude (g = 980.6199 gals.).
 CS0707
 CS0707.The modeled gravity was interpolated from observed gravity values.
 CS0707
 CS0707;                    North         East    Units  Estimated Accuracy
 CS0707;SPC TXNC     - 2,085,090.      754,920.      MT  (+/- 180 meters Scaled)
 CS0707
 CS0707                          SUPERSEDED SURVEY CONTROL
 CS0707
 CS0707  NGVD 29 (??/??/92)  199.539  (m)          654.65   (f) ADJ UNCH    2 0
 CS0707
 CS0707.Superseded values are not recommended for survey control.
 CS0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0707.See file dsdata.txt to determine how the superseded data were derived.
 CS0707
 CS0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA019893(NAD 83)
 CS0707_MARKER: DB = BENCH MARK DISK
 CS0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0707_STAMPING: W 265 1934
 CS0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0707+STABILITY: SURFACE MOTION
 CS0707
 CS0707  HISTORY     - Date     Condition        Report By
 CS0707  HISTORY     - 1934     MONUMENTED       CGS
 CS0707
 CS0707                          STATION DESCRIPTION
 CS0707
 CS0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0707'3.0 MI N FROM WAXAHACHIE.
 CS0707'3.0 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS0707'WAXAHACHIE, ELLIS COUNTY, 82 FEET EAST OF MILEPOST 795, 46 FEET EAST
 CS0707'OF THE TRACK, AND 3 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED
 CS0707'W 265 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0353 ***********************************************************************
 CS0353  DESIGNATION -  W 267
 CS0353  PID         -  CS0353
 CS0353  STATE/COUNTY-  TX/KAUFMAN
 CS0353  USGS QUAD   -  KEMP (1981)
 CS0353
 CS0353                         *CURRENT SURVEY CONTROL
 CS0353  ___________________________________________________________________
 CS0353* NAD 83(1986)-  32 26 35.     (N)    096 13 51.     (W)     SCALED    
 CS0353* NAVD 88     -       116.621  (meters)     382.61   (feet)  ADJUSTED  
 CS0353  ___________________________________________________________________
 CS0353  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0353  DYNAMIC HT  -         116.489 (meters)     382.18  (feet)  COMP
 CS0353  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 CS0353
 CS0353  VERT ORDER  -  SECOND    CLASS 0
 CS0353
 CS0353.The horizontal coordinates were scaled from a topographic map and have
 CS0353.an estimated accuracy of +/- 6 seconds.
 CS0353
 CS0353.The orthometric height was determined by differential leveling
 CS0353.and adjusted by the National Geodetic Survey in June 1991..
 CS0353.WARNING-Repeat measurements at this control monument indicate possible
 CS0353.vertical movement.
 CS0353
 CS0353.The geoid height was determined by GEOID03.
 CS0353
 CS0353.The dynamic height is computed by dividing the NAVD 88
 CS0353.geopotential number by the normal gravity value computed on the
 CS0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0353.degrees latitude (g = 980.6199 gals.).
 CS0353
 CS0353.The modeled gravity was interpolated from observed gravity values.
 CS0353
 CS0353;                    North         East    Units  Estimated Accuracy
 CS0353;SPC TXNC     - 2,088,400.      813,350.      MT  (+/- 180 meters Scaled)
 CS0353
 CS0353                          SUPERSEDED SURVEY CONTROL
 CS0353
 CS0353  NGVD 29 (??/??/92)  116.636  (m)          382.66   (f) ADJ UNCH    2 0
 CS0353
 CS0353.Superseded values are not recommended for survey control.
 CS0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0353.See file dsdata.txt to determine how the superseded data were derived.
 CS0353
 CS0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA603929(NAD 83)
 CS0353_MARKER: DB = BENCH MARK DISK
 CS0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0353_SP_SET: FOOTING
 CS0353_STAMPING: W 267 1934
 CS0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0353
 CS0353  HISTORY     - Date     Condition        Report By
 CS0353  HISTORY     - 1934     MONUMENTED       CGS
 CS0353  HISTORY     - 1948     GOOD             NGS
 CS0353
 CS0353                          STATION DESCRIPTION
 CS0353
 CS0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0353'IN KEMP.
 CS0353'AT KEMP, AT THE CITY WATER TANK, 89.4 FEET SOUTHEAST OF THE CENTER
 CS0353'LINE OF STATE HIGHWAY 274, 54.5 FEET SOUTHWEST OF THE CENTER LINE OF
 CS0353'U. S. HIGHWAY 175, SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 CS0353'CONCRETE FOOTING OF THE NORTH LEG OF THE TOWER SUPPORTING THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1737 ***********************************************************************
 CS1737  DESIGNATION -  W 268
 CS1737  PID         -  CS1737
 CS1737  STATE/COUNTY-  TX/TARRANT
 CS1737  USGS QUAD   -  FORT WORTH (1981)
 CS1737
 CS1737                         *CURRENT SURVEY CONTROL
 CS1737  ___________________________________________________________________
 CS1737* NAD 83(1986)-  32 44 54.     (N)    097 20 06.     (W)     SCALED    
 CS1737* NAVD 88     -       188.877  (meters)     619.67   (feet)  ADJUSTED  
 CS1737  ___________________________________________________________________
 CS1737  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS1737  DYNAMIC HT  -         188.655 (meters)     618.95  (feet)  COMP
 CS1737  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 CS1737
 CS1737  VERT ORDER  -  FIRST     CLASS II
 CS1737
 CS1737.The horizontal coordinates were scaled from a topographic map and have
 CS1737.an estimated accuracy of +/- 6 seconds.
 CS1737
 CS1737.The orthometric height was determined by differential leveling
 CS1737.and adjusted by the National Geodetic Survey in June 1991..
 CS1737.WARNING-Repeat measurements at this control monument indicate possible
 CS1737.vertical movement.
 CS1737
 CS1737.The geoid height was determined by GEOID03.
 CS1737
 CS1737.The dynamic height is computed by dividing the NAVD 88
 CS1737.geopotential number by the normal gravity value computed on the
 CS1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1737.degrees latitude (g = 980.6199 gals.).
 CS1737
 CS1737.The modeled gravity was interpolated from observed gravity values.
 CS1737
 CS1737;                    North         East    Units  Estimated Accuracy
 CS1737;SPC TXNC     - 2,120,550.      709,170.      MT  (+/- 180 meters Scaled)
 CS1737
 CS1737                          SUPERSEDED SURVEY CONTROL
 CS1737
 CS1737  NGVD 29 (??/??/92)  188.862  (m)          619.62   (f) ADJ UNCH    1 2
 CS1737
 CS1737.Superseded values are not recommended for survey control.
 CS1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1737.See file dsdata.txt to determine how the superseded data were derived.
 CS1737
 CS1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB559246(NAD 83)
 CS1737_MARKER: DB = BENCH MARK DISK
 CS1737_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1737_SP_SET: BUILDING WALL
 CS1737_STAMPING: W 268 1934
 CS1737_MARK LOGO: CGS   
 CS1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1737+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 CS1737
 CS1737  HISTORY     - Date     Condition        Report By
 CS1737  HISTORY     - 1934     MONUMENTED       CGS
 CS1737  HISTORY     - 1957     GOOD             NGS
 CS1737  HISTORY     - 1966     GOOD             NGS
 CS1737  HISTORY     - 1984     GOOD             NGS
 CS1737  HISTORY     - 1989     GOOD             USPSQD
 CS1737  HISTORY     - 1990     GOOD             USPSQD
 CS1737  HISTORY     - 19960301 GOOD             USPSQD
 CS1737  HISTORY     - 20010201 GOOD             USPSQD
 CS1737  HISTORY     - 20020612 GOOD             INDIV
 CS1737
 CS1737                          STATION DESCRIPTION
 CS1737
 CS1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1737'IN FORT WORTH.
 CS1737'AT FORT WORTH, TARRANT COUNTY, AT THE CORNER OF TEXAS AND CHERRY
 CS1737'STREETS, AT CENTRAL FIRE STATION, IN THE NORTH STONE POST OF THE MAIN
 CS1737'ENTRANCE DOOR NEAR THE MIDDLE OF THE EAST SIDE OF THE STATION AND
 CS1737'ABOUT 3 FEET ABOVE THE FLOOR AND BEHIND THE SHRUBBERY.  A STANDARD
 CS1737'DISK SET VERTICALLY IN THE WALL, STAMPED W 268 1934.
 CS1737
 CS1737                          STATION RECOVERY (1966)
 CS1737
 CS1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1737'RECOVERED IN GOOD CONDITION.
 CS1737
 CS1737                          STATION RECOVERY (1984)
 CS1737
 CS1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1737'RECOVERED IN GOOD CONDITION.
 CS1737
 CS1737                          STATION RECOVERY (1989)
 CS1737
 CS1737'RECOVERY NOTE BY US POWER SQUADRON 1989 (SB)
 CS1737'RECOVERED IN GOOD CONDITION.
 CS1737
 CS1737                          STATION RECOVERY (1990)
 CS1737
 CS1737'RECOVERY NOTE BY US POWER SQUADRON 1990 (SB)
 CS1737'RECOVERED IN GOOD CONDITION.
 CS1737
 CS1737                          STATION RECOVERY (1996)
 CS1737
 CS1737'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1737'RECOVERED IN GOOD CONDITION.
 CS1737
 CS1737                          STATION RECOVERY (2001)
 CS1737
 CS1737'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1737'RECOVERED IN GOOD CONDITION.
 CS1737
 CS1737                          STATION RECOVERY (2002)
 CS1737
 CS1737'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1737'GPS N32 44.908 W097 20.094 WGS84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0196 ***********************************************************************
 BZ0196  DESIGNATION -  W 269
 BZ0196  PID         -  BZ0196
 BZ0196  STATE/COUNTY-  TX/FREESTONE
 BZ0196  USGS QUAD   -  STREETMAN (1982)
 BZ0196
 BZ0196                         *CURRENT SURVEY CONTROL
 BZ0196  ___________________________________________________________________
 BZ0196* NAD 83(1986)-  31 52 39.     (N)    096 19 34.     (W)     SCALED    
 BZ0196* NAVD 88     -       111.499  (meters)     365.81   (feet)  ADJUSTED  
 BZ0196  ___________________________________________________________________
 BZ0196  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0196  DYNAMIC HT  -         111.369 (meters)     365.38  (feet)  COMP
 BZ0196  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 BZ0196
 BZ0196  VERT ORDER  -  SECOND    CLASS 0
 BZ0196
 BZ0196.The horizontal coordinates were scaled from a topographic map and have
 BZ0196.an estimated accuracy of +/- 6 seconds.
 BZ0196
 BZ0196.The orthometric height was determined by differential leveling
 BZ0196.and adjusted by the National Geodetic Survey in June 1991..
 BZ0196
 BZ0196.The geoid height was determined by GEOID03.
 BZ0196
 BZ0196.The dynamic height is computed by dividing the NAVD 88
 BZ0196.geopotential number by the normal gravity value computed on the
 BZ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0196.degrees latitude (g = 980.6199 gals.).
 BZ0196
 BZ0196.The modeled gravity was interpolated from observed gravity values.
 BZ0196
 BZ0196;                    North         East    Units  Estimated Accuracy
 BZ0196;SPC TX C     - 3,251,920.    1,079,080.      MT  (+/- 180 meters Scaled)
 BZ0196
 BZ0196                          SUPERSEDED SURVEY CONTROL
 BZ0196
 BZ0196  NGVD 29 (??/??/92)  111.485  (m)          365.76   (f) ADJ UNCH    2 0
 BZ0196
 BZ0196.Superseded values are not recommended for survey control.
 BZ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0196.See file dsdata.txt to determine how the superseded data were derived.
 BZ0196
 BZ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA529299(NAD 83)
 BZ0196_MARKER: DB = BENCH MARK DISK
 BZ0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0196_SP_SET: FOUNDATION
 BZ0196_STAMPING: W 269 1934
 BZ0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0196
 BZ0196  HISTORY     - Date     Condition        Report By
 BZ0196  HISTORY     - 1934     MONUMENTED       CGS
 BZ0196  HISTORY     - 1947     GOOD             NGS
 BZ0196  HISTORY     - 1948     GOOD             NGS
 BZ0196  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0196
 BZ0196                          STATION DESCRIPTION
 BZ0196
 BZ0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0196'IN STREETMAN.
 BZ0196'AT STREETMAN, AT A RAILROAD WATER TANK, 157.0 FEET SOUTH OF THE SOUTH
 BZ0196'END OF THE BURLINGTON-ROCK ISLAND RAILROAD STATION, 23.3 FEET EAST OF
 BZ0196'THE EAST RAIL OF THE MAIN TRACK, 13.8 FEET WEST OF THE WEST RAIL OF A
 BZ0196'SIDE TRACK, SET IN THE TOP AND CENTER OF THE EAST EDGE OF THE MOST
 BZ0196'EASTERLY ONE OF THE TWO MOST SOUTHERLY CONCRETE FOUNDATION BLOCKS FOR
 BZ0196'THE WATER TANK, ABOUT 1 FOOT BELOW THE MAIN TRACK AND 0.2 FOOT ABOVE
 BZ0196'THE TOP OF THE GROUND.
 BZ0196
 BZ0196                          STATION RECOVERY (1948)
 BZ0196
 BZ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0196'RECOVERED IN GOOD CONDITION.
 BZ0196
 BZ0196                          STATION RECOVERY (2002)
 BZ0196
 BZ0196'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BZ0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0209 ***********************************************************************
 CE0209  DESIGNATION -  W 27 RESET
 CE0209  PID         -  CE0209
 CE0209  STATE/COUNTY-  TX/EL PASO
 CE0209  USGS QUAD   -  CANUTILLO (1995)
 CE0209
 CE0209                         *CURRENT SURVEY CONTROL
 CE0209  ___________________________________________________________________
 CE0209* NAD 83(1986)-  31 55 16.     (N)    106 36 03.     (W)     SCALED    
 CE0209* NAVD 88     -      1150.719  (meters)    3775.32   (feet)  ADJUSTED  
 CE0209  ___________________________________________________________________
 CE0209  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0209  DYNAMIC HT  -        1149.007 (meters)    3769.70  (feet)  COMP
 CE0209  MODELED GRAV-     979,112.7   (mgal)                       NAVD 88
 CE0209
 CE0209  VERT ORDER  -  FIRST     CLASS II
 CE0209
 CE0209.The horizontal coordinates were scaled from a topographic map and have
 CE0209.an estimated accuracy of +/- 6 seconds.
 CE0209
 CE0209.The orthometric height was determined by differential leveling
 CE0209.and adjusted by the National Geodetic Survey in November 1996..
 CE0209
 CE0209.The geoid height was determined by GEOID03.
 CE0209
 CE0209.The dynamic height is computed by dividing the NAVD 88
 CE0209.geopotential number by the normal gravity value computed on the
 CE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0209.degrees latitude (g = 980.6199 gals.).
 CE0209
 CE0209.The modeled gravity was interpolated from observed gravity values.
 CE0209
 CE0209;                    North         East    Units  Estimated Accuracy
 CE0209;SPC TX C     - 3,266,620.      107,570.      MT  (+/- 180 meters Scaled)
 CE0209
 CE0209                          SUPERSEDED SURVEY CONTROL
 CE0209
 CE0209  NAVD 88 (06/15/91) 1150.714  (m)         3775.30   (f) UNKNOWN     1 2
 CE0209  NGVD 29 (??/??/92) 1150.201  (m)         3773.62   (f) ADJ UNCH    1 2
 CE0209
 CE0209.Superseded values are not recommended for survey control.
 CE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0209.See file dsdata.txt to determine how the superseded data were derived.
 CE0209
 CE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR486328(NAD 83)
 CE0209_MARKER: DB = BENCH MARK DISK
 CE0209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0209_SP_SET: CULVERT HEADWALL
 CE0209_STAMPING: W 27 RESET 1954
 CE0209_MARK LOGO: CGS   
 CE0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0209+STABILITY: SURFACE MOTION
 CE0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0209+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0209
 CE0209  HISTORY     - Date     Condition        Report By
 CE0209  HISTORY     - 1954     MONUMENTED       CGS
 CE0209  HISTORY     - 1981     GOOD             NGS
 CE0209  HISTORY     - 19940418 GOOD             NGS
 CE0209
 CE0209                          STATION DESCRIPTION
 CE0209
 CE0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0209'0.6 MI N FROM CANUTILLO.
 CE0209'0.6 MILE NORTH ALONG U.S. HIGHWAYS 80 AND 85 FROM THE POST OFFICE AT
 CE0209'CANUTILLO, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CE0209'TOP OF THE SOUTH END OF THE WEST HEADWALL OF AN 8 CHANNEL CONCRETE
 CE0209'CULVERT.
 CE0209
 CE0209                          STATION RECOVERY (1981)
 CE0209
 CE0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0209'THE MARK IS ABOVE LEVEL WITH THEHIGHWAY.
 CE0209'1.0 KM (0.6 MI) NORTHERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 CE0209'IN CANUTILLO, 0.2 KM (0.1 MI) NORTH OF A GRAVELED ROAD LEADING EAST,
 CE0209'IN TOP OF THE SOUTH END OF THE WEST HEADWALL OF AN 8-CHANNEL CONCRETE
 CE0209'CULVERT, 10.7 METER (35.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY
 CE0209'AND 0.3 METER (1.0 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 CE0209
 CE0209                          STATION RECOVERY (1994)
 CE0209
 CE0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0209'0.9 KM (0.55 MI) NORTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)
 CE0209'FROM THE POST OFFICE IN CANUTILLO, IN TOP OF AND 0.1 M (0.3 FT) NORTH
 CE0209'OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE
 CE0209'HIGHWAY, 10.2 M (33.5 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.2 M
 CE0209'(0.7 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0403 ***********************************************************************
 DO0403  DESIGNATION -  W 270
 DO0403  PID         -  DO0403
 DO0403  STATE/COUNTY-  TX/BAYLOR
 DO0403  USGS QUAD   -  SEYMOUR EAST (1966)
 DO0403
 DO0403                         *CURRENT SURVEY CONTROL
 DO0403  ___________________________________________________________________
 DO0403* NAD 83(1986)-  33 36 21.     (N)    099 14 54.     (W)     SCALED    
 DO0403* NAVD 88     -       397.563  (meters)    1304.34   (feet)  ADJUSTED  
 DO0403  ___________________________________________________________________
 DO0403  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DO0403  DYNAMIC HT  -         397.106 (meters)    1302.84  (feet)  COMP
 DO0403  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 DO0403
 DO0403  VERT ORDER  -  SECOND    CLASS 0
 DO0403
 DO0403.The horizontal coordinates were scaled from a topographic map and have
 DO0403.an estimated accuracy of +/- 6 seconds.
 DO0403
 DO0403.The orthometric height was determined by differential leveling
 DO0403.and adjusted by the National Geodetic Survey in June 1991..
 DO0403
 DO0403.The geoid height was determined by GEOID03.
 DO0403
 DO0403.The dynamic height is computed by dividing the NAVD 88
 DO0403.geopotential number by the normal gravity value computed on the
 DO0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0403.degrees latitude (g = 980.6199 gals.).
 DO0403
 DO0403.The modeled gravity was interpolated from observed gravity values.
 DO0403
 DO0403;                    North         East    Units  Estimated Accuracy
 DO0403;SPC TXNC     - 2,215,290.      530,550.      MT  (+/- 180 meters Scaled)
 DO0403
 DO0403                          SUPERSEDED SURVEY CONTROL
 DO0403
 DO0403  NGVD 29 (??/??/92)  397.440  (m)         1303.93   (f) ADJ UNCH    2 0
 DO0403
 DO0403.Superseded values are not recommended for survey control.
 DO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0403.See file dsdata.txt to determine how the superseded data were derived.
 DO0403
 DO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC769184(NAD 83)
 DO0403_MARKER: DB = BENCH MARK DISK
 DO0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0403_STAMPING: W 270 1934
 DO0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0403+STABILITY: SURFACE MOTION
 DO0403
 DO0403  HISTORY     - Date     Condition        Report By
 DO0403  HISTORY     - 1934     MONUMENTED       CGS
 DO0403  HISTORY     - 1957     GOOD             NGS
 DO0403
 DO0403                          STATION DESCRIPTION
 DO0403
 DO0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0403'1.6 MI NE FROM SEYMOUR.
 DO0403'1.6 MILES NORTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM SEYMOUR,
 DO0403'BAYLOR COUNTY, ABOUT 800 FEET SOUTHWEST OF MILEPOST 50, 50 FEET
 DO0403'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 5 FEET NORTHWEST OF THE
 DO0403'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE --
 DO0403'THE MARK IS ABOUT 0.2 MILE EAST OF A ROAD CROSSING NEAR STOCK PENS AND
 DO0403'ABOUT 15 FEET SOUTHWEST OF MILEPOST 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0363 ***********************************************************************
 CT0363  DESIGNATION -  W 271
 CT0363  PID         -  CT0363
 CT0363  STATE/COUNTY-  TX/SHACKELFORD
 CT0363  USGS QUAD   -  FORT GRIFFIN (1981)
 CT0363
 CT0363                         *CURRENT SURVEY CONTROL
 CT0363  ___________________________________________________________________
 CT0363* NAD 83(1986)-  32 55 14.     (N)    099 13 45.     (W)     SCALED    
 CT0363* NAVD 88     -       374.217  (meters)    1227.74   (feet)  ADJUSTED  
 CT0363  ___________________________________________________________________
 CT0363  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CT0363  DYNAMIC HT  -         373.754 (meters)    1226.22  (feet)  COMP
 CT0363  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 CT0363
 CT0363  VERT ORDER  -  SECOND    CLASS 0
 CT0363
 CT0363.The horizontal coordinates were scaled from a topographic map and have
 CT0363.an estimated accuracy of +/- 6 seconds.
 CT0363
 CT0363.The orthometric height was determined by differential leveling
 CT0363.and adjusted by the National Geodetic Survey in June 1991..
 CT0363
 CT0363.The geoid height was determined by GEOID03.
 CT0363
 CT0363.The dynamic height is computed by dividing the NAVD 88
 CT0363.geopotential number by the normal gravity value computed on the
 CT0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0363.degrees latitude (g = 980.6199 gals.).
 CT0363
 CT0363.The modeled gravity was interpolated from observed gravity values.
 CT0363
 CT0363;                    North         East    Units  Estimated Accuracy
 CT0363;SPC TXNC     - 2,139,280.      531,810.      MT  (+/- 180 meters Scaled)
 CT0363
 CT0363                          SUPERSEDED SURVEY CONTROL
 CT0363
 CT0363  NGVD 29 (??/??/92)  374.102  (m)         1227.37   (f) ADJ UNCH    2 0
 CT0363
 CT0363.Superseded values are not recommended for survey control.
 CT0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0363.See file dsdata.txt to determine how the superseded data were derived.
 CT0363
 CT0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB785425(NAD 83)
 CT0363_MARKER: DB = BENCH MARK DISK
 CT0363_SETTING: 66 = SET IN ROCK OUTCROP
 CT0363_SP_SET: ROCK OUTCROP
 CT0363_STAMPING: W 271 1934
 CT0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0363+STABILITY: POSITION/ELEVATION WELL
 CT0363
 CT0363  HISTORY     - Date     Condition        Report By
 CT0363  HISTORY     - 1934     MONUMENTED       CGS
 CT0363  HISTORY     - 1957     GOOD             NGS
 CT0363
 CT0363                          STATION DESCRIPTION
 CT0363
 CT0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0363'14.7 MI N FROM ALBANY.
 CT0363'14.7 MILES NORTH ALONG U. S. HIGHWAY 283 FROM ALBANY, SHACKELFORD
 CT0363'COUNTY, 28 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, ON THE SLOPE
 CT0363'OF A SMALL HILL, 18 FEET WEST OF A RIGHT-OF-WAY FENCE, MARKED BY A
 CT0363'ROCK PYRAMID, AND IN THE TOP OF A ROCK OUTCROP.  NOTE-- THE MARK IS
 CT0363'0.1 MILE NORTH OF THE ENTRANCE TO FORT GRIFFIN STATE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0084 ***********************************************************************
 CT0084  DESIGNATION -  W 272
 CT0084  PID         -  CT0084
 CT0084  STATE/COUNTY-  TX/PALO PINTO
 CT0084  USGS QUAD   -  METCALF GAP (1984)
 CT0084
 CT0084                         *CURRENT SURVEY CONTROL
 CT0084  ___________________________________________________________________
 CT0084* NAD 83(1986)-  32 44 03.     (N)    098 28 14.     (W)     SCALED    
 CT0084* NAVD 88     -       318.688  (meters)    1045.56   (feet)  ADJUSTED  
 CT0084  ___________________________________________________________________
 CT0084  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CT0084  DYNAMIC HT  -         318.291 (meters)    1044.26  (feet)  COMP
 CT0084  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 CT0084
 CT0084  VERT ORDER  -  SECOND    CLASS 0
 CT0084
 CT0084.The horizontal coordinates were scaled from a topographic map and have
 CT0084.an estimated accuracy of +/- 6 seconds.
 CT0084
 CT0084.The orthometric height was determined by differential leveling
 CT0084.and adjusted by the National Geodetic Survey in June 1991..
 CT0084
 CT0084.The geoid height was determined by GEOID03.
 CT0084
 CT0084.The dynamic height is computed by dividing the NAVD 88
 CT0084.geopotential number by the normal gravity value computed on the
 CT0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0084.degrees latitude (g = 980.6199 gals.).
 CT0084
 CT0084.The modeled gravity was interpolated from observed gravity values.
 CT0084
 CT0084;                    North         East    Units  Estimated Accuracy
 CT0084;SPC TXNC     - 2,118,380.      602,760.      MT  (+/- 180 meters Scaled)
 CT0084
 CT0084                          SUPERSEDED SURVEY CONTROL
 CT0084
 CT0084  NGVD 29 (??/??/92)  318.603  (m)         1045.28   (f) ADJ UNCH    2 0
 CT0084
 CT0084.Superseded values are not recommended for survey control.
 CT0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0084.See file dsdata.txt to determine how the superseded data were derived.
 CT0084
 CT0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB496219(NAD 83)
 CT0084_MARKER: DB = BENCH MARK DISK
 CT0084_SETTING: 66 = SET IN ROCK OUTCROP
 CT0084_SP_SET: ROCK OUTCROP
 CT0084_STAMPING: W 272 1934
 CT0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0084+STABILITY: POSITION/ELEVATION WELL
 CT0084
 CT0084  HISTORY     - Date     Condition        Report By
 CT0084  HISTORY     - 1934     MONUMENTED       CGS
 CT0084  HISTORY     - 1959     MARK NOT FOUND   USGS
 CT0084  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0084
 CT0084                          STATION DESCRIPTION
 CT0084
 CT0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0084'11.7 MI SW FROM PALO PINTO.
 CT0084'11.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 180 FROM PALO PINTO, PALO
 CT0084'PINTO COUNTY, ABOUT 200 YARDS EAST OF A TURN IN THE HIGHWAY TO THE
 CT0084'SOUTHWEST, 75 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 CT0084'SOUTH OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP
 CT0084'MARKED WITH A PYRAMID OF ROCKS.  A STANDARD DISK, STAMPED W 272 1934.
 CT0084
 CT0084                          STATION RECOVERY (1959)
 CT0084
 CT0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CT0084'MARK NOT FOUND.
 CT0084
 CT0084                          STATION RECOVERY (1998)
 CT0084
 CT0084'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0206 ***********************************************************************
 CT0206  DESIGNATION -  W 273
 CT0206  PID         -  CT0206
 CT0206  STATE/COUNTY-  TX/EASTLAND
 CT0206  USGS QUAD   -  RANGER (1987)
 CT0206
 CT0206                         *CURRENT SURVEY CONTROL
 CT0206  ___________________________________________________________________
 CT0206* NAD 83(1986)-  32 28 57.     (N)    098 40 18.     (W)     SCALED    
 CT0206* NAVD 88     -       434.165  (meters)    1424.42   (feet)  ADJUSTED  
 CT0206  ___________________________________________________________________
 CT0206  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CT0206  DYNAMIC HT  -         433.610 (meters)    1422.60  (feet)  COMP
 CT0206  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 CT0206
 CT0206  VERT ORDER  -  SECOND    CLASS 0
 CT0206
 CT0206.The horizontal coordinates were scaled from a topographic map and have
 CT0206.an estimated accuracy of +/- 6 seconds.
 CT0206
 CT0206.The orthometric height was determined by differential leveling
 CT0206.and adjusted by the National Geodetic Survey in June 1991..
 CT0206
 CT0206.The geoid height was determined by GEOID03.
 CT0206
 CT0206.The dynamic height is computed by dividing the NAVD 88
 CT0206.geopotential number by the normal gravity value computed on the
 CT0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0206.degrees latitude (g = 980.6199 gals.).
 CT0206
 CT0206.The modeled gravity was interpolated from observed gravity values.
 CT0206
 CT0206;                    North         East    Units  Estimated Accuracy
 CT0206;SPC TXNC     - 2,090,480.      583,870.      MT  (+/- 180 meters Scaled)
 CT0206
 CT0206                          SUPERSEDED SURVEY CONTROL
 CT0206
 CT0206  NGVD 29 (??/??/92)  434.062  (m)         1424.09   (f) ADJ UNCH    2 0
 CT0206
 CT0206.Superseded values are not recommended for survey control.
 CT0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0206.See file dsdata.txt to determine how the superseded data were derived.
 CT0206
 CT0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA308939(NAD 83)
 CT0206_MARKER: DB = BENCH MARK DISK
 CT0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0206_SP_SET: CULVERT
 CT0206_STAMPING: W 273 1934
 CT0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0206
 CT0206  HISTORY     - Date     Condition        Report By
 CT0206  HISTORY     - 1934     MONUMENTED       CGS
 CT0206  HISTORY     - 1956     MARK NOT FOUND   NGS
 CT0206  HISTORY     - 1968     MARK NOT FOUND   USGS
 CT0206  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0206  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0206
 CT0206                          STATION DESCRIPTION
 CT0206
 CT0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0206'1.4 MI NE FROM RANGER.
 CT0206'AT THE JUNCTION WITH THE TEXAS AND PACIFIC R.R.-- 660 YARDS W OF MILE
 CT0206'POST 130.  38 FEET N OF THE CENTER OF THE W. F. AND S. R. R. TRACK. 9
 CT0206'FEET E OF THE T. AND P. R. R. TRACK.  DISK SET HORIZONTALLY ON S END
 CT0206'OF CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE T. AND P.
 CT0206'R. R. TRACK.  NOTE-- IT WAS PROBABLY DESTROYED WHEN THE RAILROAD WAS
 CT0206'TORN UP.
 CT0206
 CT0206                          STATION RECOVERY (1968)
 CT0206
 CT0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CT0206'MARK NOT FOUND.
 CT0206
 CT0206                          STATION RECOVERY (1983)
 CT0206
 CT0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0206'MARK NOT FOUND.
 CT0206
 CT0206                          STATION RECOVERY (2002)
 CT0206
 CT0206'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0450 ***********************************************************************
 CT0450  DESIGNATION -  W 274
 CT0450  PID         -  CT0450
 CT0450  STATE/COUNTY-  TX/COLEMAN
 CT0450  USGS QUAD   -  CROSS CUT (1987)
 CT0450
 CT0450                         *CURRENT SURVEY CONTROL
 CT0450  ___________________________________________________________________
 CT0450* NAD 83(1986)-  32 02 54.     (N)    099 12 32.     (W)     SCALED    
 CT0450* NAVD 88     -       502.541  (meters)    1648.75   (feet)  ADJUSTED  
 CT0450  ___________________________________________________________________
 CT0450  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CT0450  DYNAMIC HT  -         501.885 (meters)    1646.60  (feet)  COMP
 CT0450  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 CT0450
 CT0450  VERT ORDER  -  SECOND    CLASS 0
 CT0450
 CT0450.The horizontal coordinates were scaled from a topographic map and have
 CT0450.an estimated accuracy of +/- 6 seconds.
 CT0450
 CT0450.The orthometric height was determined by differential leveling
 CT0450.and adjusted by the National Geodetic Survey in June 1991..
 CT0450
 CT0450.The geoid height was determined by GEOID03.
 CT0450
 CT0450.The dynamic height is computed by dividing the NAVD 88
 CT0450.geopotential number by the normal gravity value computed on the
 CT0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0450.degrees latitude (g = 980.6199 gals.).
 CT0450
 CT0450.The modeled gravity was interpolated from observed gravity values.
 CT0450
 CT0450;                    North         East    Units  Estimated Accuracy
 CT0450;SPC TX C     - 3,264,570.      806,200.      MT  (+/- 180 meters Scaled)
 CT0450
 CT0450                          SUPERSEDED SURVEY CONTROL
 CT0450
 CT0450  NGVD 29 (??/??/92)  502.404  (m)         1648.30   (f) ADJ UNCH    2 0
 CT0450
 CT0450.Superseded values are not recommended for survey control.
 CT0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0450.See file dsdata.txt to determine how the superseded data were derived.
 CT0450
 CT0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA802458(NAD 83)
 CT0450_MARKER: DB = BENCH MARK DISK
 CT0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0450_SP_SET: BRIDGE
 CT0450_STAMPING: W 274 1934
 CT0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0450
 CT0450  HISTORY     - Date     Condition        Report By
 CT0450  HISTORY     - 1934     MONUMENTED       CGS
 CT0450
 CT0450                          STATION DESCRIPTION
 CT0450
 CT0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0450'3.7 MI NE FROM BURKETT.
 CT0450'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 206 FROM BURKETT, COLEMAN
 CT0450'COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE SOUTH ABUTMENT, AND 17
 CT0450'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 CT0450'W 274 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0425 ***********************************************************************
 DM0425  DESIGNATION -  W 275
 DM0425  PID         -  DM0425
 DM0425  STATE/COUNTY-  TX/TITUS
 DM0425  USGS QUAD   -  WINFIELD (1965)
 DM0425
 DM0425                         *CURRENT SURVEY CONTROL
 DM0425  ___________________________________________________________________
 DM0425* NAD 83(1986)-  33 10 06.     (N)    095 06 34.     (W)     SCALED    
 DM0425* NAVD 88     -       140.346  (meters)     460.45   (feet)  ADJUSTED  
 DM0425  ___________________________________________________________________
 DM0425  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DM0425  DYNAMIC HT  -         140.192 (meters)     459.95  (feet)  COMP
 DM0425  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 DM0425
 DM0425  VERT ORDER  -  SECOND    CLASS 0
 DM0425
 DM0425.The horizontal coordinates were scaled from a topographic map and have
 DM0425.an estimated accuracy of +/- 6 seconds.
 DM0425
 DM0425.The orthometric height was determined by differential leveling
 DM0425.and adjusted by the National Geodetic Survey in June 1991..
 DM0425
 DM0425.The geoid height was determined by GEOID03.
 DM0425
 DM0425.The dynamic height is computed by dividing the NAVD 88
 DM0425.geopotential number by the normal gravity value computed on the
 DM0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0425.degrees latitude (g = 980.6199 gals.).
 DM0425
 DM0425.The modeled gravity was interpolated from observed gravity values.
 DM0425
 DM0425;                    North         East    Units  Estimated Accuracy
 DM0425;SPC TXNC     - 2,171,620.      916,160.      MT  (+/- 180 meters Scaled)
 DM0425
 DM0425                          SUPERSEDED SURVEY CONTROL
 DM0425
 DM0425  NGVD 29 (??/??/92)  140.352  (m)          460.47   (f) ADJ UNCH    2 0
 DM0425
 DM0425.Superseded values are not recommended for survey control.
 DM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0425.See file dsdata.txt to determine how the superseded data were derived.
 DM0425
 DM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS033719(NAD 83)
 DM0425_MARKER: DB = BENCH MARK DISK
 DM0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0425_SP_SET: FOUNDATION
 DM0425_STAMPING: W 275 1934
 DM0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0425
 DM0425  HISTORY     - Date     Condition        Report By
 DM0425  HISTORY     - 1934     MONUMENTED       CGS
 DM0425  HISTORY     - 1964     GOOD             NGS
 DM0425
 DM0425                          STATION DESCRIPTION
 DM0425
 DM0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0425'IN WINFIELD.
 DM0425'IN THE CONSOLIDATED SCHOOL BUILDING.  46 FEET S OF CENTER OF W
 DM0425'ENTRANCE TO BUILDING.  11 FEET N OF SW CORNER.  DISK IS SET VERTICALLY
 DM0425'IN CONCRETE FOUNDATION.  6 INCHES ABOVE THE LEVEL OF THE GROUND.
 DM0425
 DM0425                          STATION RECOVERY (1964)
 DM0425
 DM0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0257 ***********************************************************************
 CR0257  DESIGNATION -  W 276
 CR0257  PID         -  CR0257
 CR0257  STATE/COUNTY-  TX/UPSHUR
 CR0257  USGS QUAD   -  GILMER (1978)
 CR0257
 CR0257                         *CURRENT SURVEY CONTROL
 CR0257  ___________________________________________________________________
 CR0257* NAD 83(1986)-  32 41 18.     (N)    094 58 54.     (W)     SCALED    
 CR0257* NAVD 88     -       120.227  (meters)     394.44   (feet)  ADJUSTED  
 CR0257  ___________________________________________________________________
 CR0257  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CR0257  DYNAMIC HT  -         120.090 (meters)     394.00  (feet)  COMP
 CR0257  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 CR0257
 CR0257  VERT ORDER  -  SECOND    CLASS 0
 CR0257
 CR0257.The horizontal coordinates were scaled from a topographic map and have
 CR0257.an estimated accuracy of +/- 6 seconds.
 CR0257
 CR0257.The orthometric height was determined by differential leveling
 CR0257.and adjusted by the National Geodetic Survey in June 1991..
 CR0257
 CR0257.The geoid height was determined by GEOID03.
 CR0257
 CR0257.The dynamic height is computed by dividing the NAVD 88
 CR0257.geopotential number by the normal gravity value computed on the
 CR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0257.degrees latitude (g = 980.6199 gals.).
 CR0257
 CR0257.The modeled gravity was interpolated from observed gravity values.
 CR0257
 CR0257;                    North         East    Units  Estimated Accuracy
 CR0257;SPC TXNC     - 2,118,820.      929,850.      MT  (+/- 180 meters Scaled)
 CR0257
 CR0257                          SUPERSEDED SURVEY CONTROL
 CR0257
 CR0257  NGVD 29 (??/??/92)  120.250  (m)          394.52   (f) ADJ UNCH    2 0
 CR0257
 CR0257.Superseded values are not recommended for survey control.
 CR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0257.See file dsdata.txt to determine how the superseded data were derived.
 CR0257
 CR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS142184(NAD 83)
 CR0257_MARKER: DB = BENCH MARK DISK
 CR0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0257_STAMPING: W 276 1934
 CR0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0257+STABILITY: SURFACE MOTION
 CR0257
 CR0257  HISTORY     - Date     Condition        Report By
 CR0257  HISTORY     - 1934     MONUMENTED       CGS
 CR0257  HISTORY     - 1954     GOOD             NGS
 CR0257
 CR0257                          STATION DESCRIPTION
 CR0257
 CR0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0257'3.9 MI SW FROM GILMER.
 CR0257'3.9 MILES SOUTHWEST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD OF
 CR0257'TEXAS FROM THE STATION AT GILMER, AT A ROAD CROSSING, 42 FEET NORTH OF
 CR0257'THE CENTER LINE OF A ROAD, 53 FEET NORTHWEST OF THE NORTHWEST RAIL, 58
 CR0257'FEET WEST OF THE WEST CORNER OF BRIDGE 514.06, 2 1/2 POLES SOUTHWEST
 CR0257'OF MILEPOST 514, 6.5 FEET NORTHWEST OF A FENCE CORNER, 3.4 FEET NORTH
 CR0257'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT
 CR0257'BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0126 ***********************************************************************
 CR0126  DESIGNATION -  W 277
 CR0126  PID         -  CR0126
 CR0126  STATE/COUNTY-  TX/PANOLA
 CR0126  USGS QUAD   -  HARRIS CHAPEL (1983)
 CR0126
 CR0126                         *CURRENT SURVEY CONTROL
 CR0126  ___________________________________________________________________
 CR0126* NAD 83(1986)-  32 17 35.     (N)    094 29 15.     (W)     SCALED    
 CR0126* NAVD 88     -        79.751  (meters)     261.65   (feet)  ADJUSTED  
 CR0126  ___________________________________________________________________
 CR0126  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR0126  DYNAMIC HT  -          79.658 (meters)     261.34  (feet)  COMP
 CR0126  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CR0126
 CR0126  VERT ORDER  -  SECOND    CLASS 0
 CR0126
 CR0126.The horizontal coordinates were scaled from a topographic map and have
 CR0126.an estimated accuracy of +/- 6 seconds.
 CR0126
 CR0126.The orthometric height was determined by differential leveling
 CR0126.and adjusted by the National Geodetic Survey in June 1991..
 CR0126
 CR0126.The geoid height was determined by GEOID03.
 CR0126
 CR0126.The dynamic height is computed by dividing the NAVD 88
 CR0126.geopotential number by the normal gravity value computed on the
 CR0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0126.degrees latitude (g = 980.6199 gals.).
 CR0126
 CR0126.The modeled gravity was interpolated from observed gravity values.
 CR0126
 CR0126;                    North         East    Units  Estimated Accuracy
 CR0126;SPC TXNC     - 2,076,680.      977,840.      MT  (+/- 180 meters Scaled)
 CR0126
 CR0126                          SUPERSEDED SURVEY CONTROL
 CR0126
 CR0126  NGVD 29 (??/??/92)   79.785  (m)          261.76   (f) ADJ UNCH    2 0
 CR0126
 CR0126.Superseded values are not recommended for survey control.
 CR0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0126.See file dsdata.txt to determine how the superseded data were derived.
 CR0126
 CR0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR599738(NAD 83)
 CR0126_MARKER: DB = BENCH MARK DISK
 CR0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0126_STAMPING: W 277 1934
 CR0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0126+STABILITY: SURFACE MOTION
 CR0126
 CR0126  HISTORY     - Date     Condition        Report By
 CR0126  HISTORY     - 1934     MONUMENTED       CGS
 CR0126  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0126  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0126
 CR0126                          STATION DESCRIPTION
 CR0126
 CR0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0126'2.2 MI SE FROM TATUM.
 CR0126'2.2 MI SE OF AND ALONG THE S F R R 0.15 MILE E OF MILE POST 186.  33
 CR0126'FEET S OF CENTER OF TRACK.  40 FEET N OF CENTER OF A COUNTRY ROAD.
 CR0126
 CR0126                          STATION RECOVERY (1977)
 CR0126
 CR0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0126'MARK NOT FOUND.
 CR0126
 CR0126                          STATION RECOVERY (1998)
 CR0126
 CR0126'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1822 ***********************************************************************
 BK1822  DESIGNATION -  W 278
 BK1822  PID         -  BK1822
 BK1822  STATE/COUNTY-  TX/NEWTON
 BK1822  USGS QUAD   -  MAURICEVILLE (1974)
 BK1822
 BK1822                         *CURRENT SURVEY CONTROL
 BK1822  ___________________________________________________________________
 BK1822* NAD 83(1986)-  30 14 54.     (N)    093 46 55.     (W)     SCALED    
 BK1822* NAVD 88     -         9.75   (+/-2cm)      32.0    (feet)  VERTCON   
 BK1822  ___________________________________________________________________
 BK1822  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BK1822
 BK1822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1822
 BK1822.The horizontal coordinates were scaled from a topographic map and have
 BK1822.an estimated accuracy of +/- 6 seconds.
 BK1822
 BK1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1822.The vertical order pertains to the NGVD 29 superseded value.
 BK1822
 BK1822.The geoid height was determined by GEOID03.
 BK1822
 BK1822;                    North         East    Units  Estimated Accuracy
 BK1822;SPC TX C     - 3,083,040.    1,330,150.      MT  (+/- 180 meters Scaled)
 BK1822
 BK1822                          SUPERSEDED SURVEY CONTROL
 BK1822
 BK1822  NGVD 29 (??/??/??)    9.703  (m)           31.83   (f) ADJUSTED    2 0
 BK1822
 BK1822.Superseded values are not recommended for survey control.
 BK1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1822.See file dsdata.txt to determine how the superseded data were derived.
 BK1822
 BK1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP247465(NAD 83)
 BK1822_MARKER: DB = BENCH MARK DISK
 BK1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1822_STAMPING: W 278 1935
 BK1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1822+STABILITY: SURFACE MOTION
 BK1822
 BK1822  HISTORY     - Date     Condition        Report By
 BK1822  HISTORY     - 1935     MONUMENTED       CGS
 BK1822  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1822
 BK1822                          STATION DESCRIPTION
 BK1822
 BK1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1822'3.7 MI W FROM RULIFF.
 BK1822'3.7 MI W OF AND ALONG THE KANSAS CITY SOUTHERN R R 0.15 MILE SW OF
 BK1822'MILEPOST 744.  28 FEET SE OF CENTER OF TRACK.  32 FEET NW OF CENTER OF
 BK1822'A WAGON ROAD.  3 FEET W OF TELEGRAPH POLE.
 BK1822
 BK1822                          STATION RECOVERY (1979)
 BK1822
 BK1822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1434 ***********************************************************************
 BL1434  DESIGNATION -  W 279
 BL1434  PID         -  BL1434
 BL1434  STATE/COUNTY-  TX/MONTGOMERY
 BL1434  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1434
 BL1434                         *CURRENT SURVEY CONTROL
 BL1434  ___________________________________________________________________
 BL1434* NAD 83(1986)-  30 13 04.     (N)    095 46 37.     (W)     SCALED    
 BL1434* NAVD 88     -        86.23   (+/-2cm)     282.9    (feet)  VERTCON   
 BL1434  ___________________________________________________________________
 BL1434  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1434
 BL1434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1434
 BL1434.The horizontal coordinates were scaled from a topographic map and have
 BL1434.an estimated accuracy of +/- 6 seconds.
 BL1434
 BL1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1434.The vertical order pertains to the NGVD 29 superseded value.
 BL1434
 BL1434.The geoid height was determined by GEOID03.
 BL1434
 BL1434;                    North         East    Units  Estimated Accuracy
 BL1434;SPC TX C     - 3,070,080.    1,138,530.      MT  (+/- 180 meters Scaled)
 BL1434
 BL1434                          SUPERSEDED SURVEY CONTROL
 BL1434
 BL1434  NGVD 29 (??/??/92)   86.226  (m)          282.89   (f) ADJ UNCH    2 0
 BL1434
 BL1434.Superseded values are not recommended for survey control.
 BL1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1434.See file dsdata.txt to determine how the superseded data were derived.
 BL1434
 BL1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP327461(NAD 83)
 BL1434_MARKER: DB = BENCH MARK DISK
 BL1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1434_STAMPING: W 279 1935
 BL1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1434+STABILITY: SURFACE MOTION
 BL1434
 BL1434  HISTORY     - Date     Condition        Report By
 BL1434  HISTORY     - 1935     MONUMENTED       CGS
 BL1434  HISTORY     - 1952     GOOD             NGS
 BL1434
 BL1434                          STATION DESCRIPTION
 BL1434
 BL1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL1434'1.7 MI NW FROM MAGNOLIA.
 BL1434'1.7 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1434'RAILROAD FROM THE STATION AT MAGNOLIA, 42 FEET WEST OF THE 4TH POLE
 BL1434'SOUTHEAST OF MILEPOST 24, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 33
 BL1434'FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 BL1434'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL1434'NOTE-- THE INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI
 BL1434'PACIFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0448 ***********************************************************************
 DO0448  DESIGNATION -  W 280
 DO0448  PID         -  DO0448
 DO0448  STATE/COUNTY-  TX/THROCKMORTON
 DO0448  USGS QUAD   -  TONK CREEK (1981)
 DO0448
 DO0448                         *CURRENT SURVEY CONTROL
 DO0448  ___________________________________________________________________
 DO0448* NAD 83(1986)-  33 10 53.     (N)    099 15 03.     (W)     SCALED    
 DO0448* NAVD 88     -       445.758  (meters)    1462.46   (feet)  ADJUSTED  
 DO0448  ___________________________________________________________________
 DO0448  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DO0448  DYNAMIC HT  -         445.216 (meters)    1460.68  (feet)  COMP
 DO0448  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 DO0448
 DO0448  VERT ORDER  -  SECOND    CLASS 0
 DO0448
 DO0448.The horizontal coordinates were scaled from a topographic map and have
 DO0448.an estimated accuracy of +/- 6 seconds.
 DO0448
 DO0448.The orthometric height was determined by differential leveling
 DO0448.and adjusted by the National Geodetic Survey in June 1991..
 DO0448
 DO0448.The geoid height was determined by GEOID03.
 DO0448
 DO0448.The dynamic height is computed by dividing the NAVD 88
 DO0448.geopotential number by the normal gravity value computed on the
 DO0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0448.degrees latitude (g = 980.6199 gals.).
 DO0448
 DO0448.The modeled gravity was interpolated from observed gravity values.
 DO0448
 DO0448;                    North         East    Units  Estimated Accuracy
 DO0448;SPC TXNC     - 2,168,220.      529,990.      MT  (+/- 180 meters Scaled)
 DO0448
 DO0448                          SUPERSEDED SURVEY CONTROL
 DO0448
 DO0448  NGVD 29 (??/??/92)  445.626  (m)         1462.02   (f) ADJ UNCH    2 0
 DO0448
 DO0448.Superseded values are not recommended for survey control.
 DO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0448.See file dsdata.txt to determine how the superseded data were derived.
 DO0448
 DO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB766714(NAD 83)
 DO0448_MARKER: DB = BENCH MARK DISK
 DO0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0448_STAMPING: W 280 1934
 DO0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0448+STABILITY: SURFACE MOTION
 DO0448
 DO0448  HISTORY     - Date     Condition        Report By
 DO0448  HISTORY     - 1934     MONUMENTED       CGS
 DO0448  HISTORY     - 1975     GOOD             NGS
 DO0448
 DO0448                          STATION DESCRIPTION
 DO0448
 DO0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DO0448'4.4 MI W FROM THROCKMORTON.
 DO0448'4.4 MILES ALONG U.S. HIGHWAY 380, WEST, FROM THROCKMORTON, 25 FEET
 DO0448'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 380, 25 FEET WEST OF A FENCE
 DO0448'CORNER AND 2 FEET NORTHEAST OF A GATE POST.  A STANDARD DISK STAMPED W
 DO0448'280 1934 AND SET IN THE TOP OF ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0300 ***********************************************************************
 CA0300  DESIGNATION -  W 281
 CA0300  PID         -  CA0300
 CA0300  STATE/COUNTY-  TX/BROWN
 CA0300  USGS QUAD   -  BLANKET (1978)
 CA0300
 CA0300                         *CURRENT SURVEY CONTROL
 CA0300  ___________________________________________________________________
 CA0300* NAD 83(1986)-  31 49 27.     (N)    098 47 06.     (W)     SCALED    
 CA0300* NAVD 88     -       490.073  (meters)    1607.85   (feet)  ADJUSTED  
 CA0300  ___________________________________________________________________
 CA0300  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CA0300  DYNAMIC HT  -         489.431 (meters)    1605.74  (feet)  COMP
 CA0300  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 CA0300
 CA0300  VERT ORDER  -  SECOND    CLASS 0
 CA0300
 CA0300.The horizontal coordinates were scaled from a topographic map and have
 CA0300.an estimated accuracy of +/- 6 seconds.
 CA0300
 CA0300.The orthometric height was determined by differential leveling
 CA0300.and adjusted by the National Geodetic Survey in June 1991..
 CA0300
 CA0300.The geoid height was determined by GEOID03.
 CA0300
 CA0300.The dynamic height is computed by dividing the NAVD 88
 CA0300.geopotential number by the normal gravity value computed on the
 CA0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0300.degrees latitude (g = 980.6199 gals.).
 CA0300
 CA0300.The modeled gravity was interpolated from observed gravity values.
 CA0300
 CA0300;                    North         East    Units  Estimated Accuracy
 CA0300;SPC TX C     - 3,240,200.      846,580.      MT  (+/- 180 meters Scaled)
 CA0300
 CA0300                          SUPERSEDED SURVEY CONTROL
 CA0300
 CA0300  NGVD 29 (??/??/92)  489.969  (m)         1607.51   (f) ADJ UNCH    2 0
 CA0300
 CA0300.Superseded values are not recommended for survey control.
 CA0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0300.See file dsdata.txt to determine how the superseded data were derived.
 CA0300
 CA0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA203209(NAD 83)
 CA0300_MARKER: DB = BENCH MARK DISK
 CA0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0300_STAMPING: W 281 1934
 CA0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0300+STABILITY: SURFACE MOTION
 CA0300
 CA0300  HISTORY     - Date     Condition        Report By
 CA0300  HISTORY     - 1934     MONUMENTED       CGS
 CA0300  HISTORY     - 1966     MARK NOT FOUND   NGS
 CA0300
 CA0300                          STATION DESCRIPTION
 CA0300
 CA0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0300'IN BLANKET.
 CA0300'AT BLANKET, BROWN COUNTY, 23 FEET SOUTH OF THE FORT WORTH AND RIO
 CA0300'GRANDE RAILWAY STATION, AND 77 FEET EAST OF THE CENTER LINE OF THE
 CA0300'MAIN TRACK.  A STANDARD DISK, STAMPED W 281 1934 AND SET IN THE TOP OF
 CA0300'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0115 ***********************************************************************
 CT0115  DESIGNATION -  W 282
 CT0115  PID         -  CT0115
 CT0115  STATE/COUNTY-  TX/ERATH
 CT0115  USGS QUAD   -  STEPHENVILLE (1979)
 CT0115
 CT0115                         *CURRENT SURVEY CONTROL
 CT0115  ___________________________________________________________________
 CT0115* NAD 83(1986)-  32 11 10.     (N)    098 14 53.     (W)     SCALED    
 CT0115* NAVD 88     -       423.392  (meters)    1389.08   (feet)  ADJUSTED  
 CT0115  ___________________________________________________________________
 CT0115  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CT0115  DYNAMIC HT  -         422.853 (meters)    1387.31  (feet)  COMP
 CT0115  MODELED GRAV-     979,352.4   (mgal)                       NAVD 88
 CT0115
 CT0115  VERT ORDER  -  SECOND    CLASS 0
 CT0115
 CT0115.The horizontal coordinates were scaled from a topographic map and have
 CT0115.an estimated accuracy of +/- 6 seconds.
 CT0115
 CT0115.The orthometric height was determined by differential leveling
 CT0115.and adjusted by the National Geodetic Survey in June 1991..
 CT0115
 CT0115.The geoid height was determined by GEOID03.
 CT0115
 CT0115.The dynamic height is computed by dividing the NAVD 88
 CT0115.geopotential number by the normal gravity value computed on the
 CT0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0115.degrees latitude (g = 980.6199 gals.).
 CT0115
 CT0115.The modeled gravity was interpolated from observed gravity values.
 CT0115
 CT0115;                    North         East    Units  Estimated Accuracy
 CT0115;SPC TXNC     - 2,057,630.      623,760.      MT  (+/- 180 meters Scaled)
 CT0115
 CT0115                          SUPERSEDED SURVEY CONTROL
 CT0115
 CT0115  NGVD 29 (??/??/92)  423.295  (m)         1388.76   (f) ADJ UNCH    2 0
 CT0115
 CT0115.Superseded values are not recommended for survey control.
 CT0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0115.See file dsdata.txt to determine how the superseded data were derived.
 CT0115
 CT0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA708613(NAD 83)
 CT0115_MARKER: DB = BENCH MARK DISK
 CT0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0115_STAMPING: W 282 1934
 CT0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0115+STABILITY: SURFACE MOTION
 CT0115
 CT0115  HISTORY     - Date     Condition        Report By
 CT0115  HISTORY     - 1934     MONUMENTED       CGS
 CT0115  HISTORY     - 1966     MARK NOT FOUND   NGS
 CT0115  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0115
 CT0115                          STATION DESCRIPTION
 CT0115
 CT0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0115'3.5 MI SW FROM STEPHENVILLE.
 CT0115'ABOUT 3.5 MILES SOUTHWEST ALONG THE FORT WORTH, AND RIO GRANDE RAILWAY
 CT0115'FROM THE STATION AT STEPHENVILLE, ERATH COUNTY, ABOUT 0.2 MILE
 CT0115'NORTHEAST OF MILEPOST 814, AT A PRIVATE ROAD CROSSING, 46 FEET NORTH
 CT0115'OF THE CENTER LINE OF THE TRACK, AND 4 FEET SOUTH OF THE RIGHT-OF-WAY
 CT0115'FENCE.  A STANDARD DISK, STAMPED W 282 1934 AND SET IN THE TOP OF A
 CT0115'CONCRETE POST.  NOTE-- THE AREA AT THE SITE OF MARK HAD BEEN CLEARED
 CT0115'BY CATERPILLAR TRACTOR FOR A FIRE BREAK.  IT IS BELIEVED THE MARK HAS
 CT0115'BEEN DESTROYED.
 CT0115
 CT0115                          STATION RECOVERY (1999)
 CT0115
 CT0115'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0056 ***********************************************************************
 CT0056  DESIGNATION -  W 283
 CT0056  PID         -  CT0056
 CT0056  STATE/COUNTY-  TX/ERATH
 CT0056  USGS QUAD   -  REDDY MOUNTAIN (1965)
 CT0056
 CT0056                         *CURRENT SURVEY CONTROL
 CT0056  ___________________________________________________________________
 CT0056* NAD 83(1986)-  32 29 53.     (N)    098 23 29.     (W)     SCALED    
 CT0056* NAVD 88     -       331.290  (meters)    1086.91   (feet)  ADJUSTED  
 CT0056  ___________________________________________________________________
 CT0056  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CT0056  DYNAMIC HT  -         330.876 (meters)    1085.55  (feet)  COMP
 CT0056  MODELED GRAV-     979,382.2   (mgal)                       NAVD 88
 CT0056
 CT0056  VERT ORDER  -  FIRST     CLASS II
 CT0056
 CT0056.The horizontal coordinates were scaled from a topographic map and have
 CT0056.an estimated accuracy of +/- 6 seconds.
 CT0056
 CT0056.The orthometric height was determined by differential leveling
 CT0056.and adjusted by the National Geodetic Survey in June 1991..
 CT0056
 CT0056.The geoid height was determined by GEOID03.
 CT0056
 CT0056.The dynamic height is computed by dividing the NAVD 88
 CT0056.geopotential number by the normal gravity value computed on the
 CT0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0056.degrees latitude (g = 980.6199 gals.).
 CT0056
 CT0056.The modeled gravity was interpolated from observed gravity values.
 CT0056
 CT0056;                    North         East    Units  Estimated Accuracy
 CT0056;SPC TXNC     - 2,092,200.      610,210.      MT  (+/- 180 meters Scaled)
 CT0056
 CT0056                          SUPERSEDED SURVEY CONTROL
 CT0056
 CT0056  NGVD 29 (??/??/92)  331.173  (m)         1086.52   (f) ADJ UNCH    1 2
 CT0056
 CT0056.Superseded values are not recommended for survey control.
 CT0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0056.See file dsdata.txt to determine how the superseded data were derived.
 CT0056
 CT0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA571958(NAD 83)
 CT0056_MARKER: DB = BENCH MARK DISK
 CT0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0056_STAMPING: W 283 1934 1086.523
 CT0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0056+STABILITY: SURFACE MOTION
 CT0056
 CT0056  HISTORY     - Date     Condition        Report By
 CT0056  HISTORY     - 1934     MONUMENTED       CGS
 CT0056  HISTORY     - 1956     GOOD             NGS
 CT0056  HISTORY     - 1965     GOOD             USGS
 CT0056  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0056  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0056
 CT0056                          STATION DESCRIPTION
 CT0056
 CT0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0056'2.0 MI E FROM THURBER.
 CT0056'1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 80 AND STATE HIGHWAY 108 FROM
 CT0056'THEIR JUNCTION AT THURBER, THENCE 0.15 MILE SOUTHEAST ALONG A PRIVATE
 CT0056'DRIVEWAY LEADING TO THE TEXAS PACIFIC COAL AND OIL COMPANY CLUB AND
 CT0056'LAKE, THENCE 0.4 MILE SOUTHEAST ALONG A GRAVELED RUNWAY OF A PRIVATE
 CT0056'AIRPORT AT THE CLUB, THENCE 0.3 MILE SOUTHEAST ALONG A PRIVATE DIRT
 CT0056'ROAD, 0.3 MILE SOUTHEAST OF A NORTH AND SOUTH RUNWAY, 460 FEET
 CT0056'NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CULVERT
 CT0056'WHICH IS IN A RAVINE, 321 FEET SOUTHEAST OF A STEEL GATE, 72.2 FEET
 CT0056'SOUTHWEST OF A FENCE, 24 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD,
 CT0056'1.4 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CT0056'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CT0056
 CT0056                          STATION RECOVERY (1965)
 CT0056
 CT0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0056'RECOVERED IN GOOD CONDITION.
 CT0056
 CT0056                          STATION RECOVERY (1999)
 CT0056
 CT0056'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0056'MARK NOT FOUND.
 CT0056
 CT0056                          STATION RECOVERY (2002)
 CT0056
 CT0056'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0017 ***********************************************************************
 CA0017  DESIGNATION -  W 284
 CA0017  PID         -  CA0017
 CA0017  STATE/COUNTY-  TX/HAMILTON
 CA0017  USGS QUAD   -  HAMILTON WEST (1979)
 CA0017
 CA0017                         *CURRENT SURVEY CONTROL
 CA0017  ___________________________________________________________________
 CA0017* NAD 83(1986)-  31 42 57.     (N)    098 14 09.     (W)     SCALED    
 CA0017* NAVD 88     -       381.726  (meters)    1252.38   (feet)  ADJUSTED  
 CA0017  ___________________________________________________________________
 CA0017  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CA0017  DYNAMIC HT  -         381.234 (meters)    1250.77  (feet)  COMP
 CA0017  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 CA0017
 CA0017  VERT ORDER  -  SECOND    CLASS 0
 CA0017
 CA0017.The horizontal coordinates were scaled from a topographic map and have
 CA0017.an estimated accuracy of +/- 6 seconds.
 CA0017
 CA0017.The orthometric height was determined by differential leveling
 CA0017.and adjusted by the National Geodetic Survey in June 1991..
 CA0017
 CA0017.The geoid height was determined by GEOID03.
 CA0017
 CA0017.The dynamic height is computed by dividing the NAVD 88
 CA0017.geopotential number by the normal gravity value computed on the
 CA0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0017.degrees latitude (g = 980.6199 gals.).
 CA0017
 CA0017.The modeled gravity was interpolated from observed gravity values.
 CA0017
 CA0017;                    North         East    Units  Estimated Accuracy
 CA0017;SPC TX C     - 3,229,040.      898,790.      MT  (+/- 180 meters Scaled)
 CA0017
 CA0017                          SUPERSEDED SURVEY CONTROL
 CA0017
 CA0017  NGVD 29 (??/??/92)  381.647  (m)         1252.12   (f) ADJ UNCH    2 0
 CA0017
 CA0017.Superseded values are not recommended for survey control.
 CA0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0017.See file dsdata.txt to determine how the superseded data were derived.
 CA0017
 CA0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA724091(NAD 83)
 CA0017_MARKER: DB = BENCH MARK DISK
 CA0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0017_STAMPING: W 284 1934
 CA0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0017+STABILITY: SURFACE MOTION
 CA0017
 CA0017  HISTORY     - Date     Condition        Report By
 CA0017  HISTORY     - 1934     MONUMENTED       CGS
 CA0017
 CA0017                          STATION DESCRIPTION
 CA0017
 CA0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0017'7.1 MI W FROM HAMILTON.
 CA0017'7.1 MI W OF AND ALONG STATE HWY 36 AT A GATE AND ROAD RUNNING N OFF
 CA0017'HIGHWAY TO A FARM HOUSE.  43 FEET N OF CENTER OF HIGHWAY.  13 FEET N
 CA0017'OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0145 ***********************************************************************
 CA0145  DESIGNATION -  W 285
 CA0145  PID         -  CA0145
 CA0145  STATE/COUNTY-  TX/LAMPASAS
 CA0145  USGS QUAD   -  LAMPASAS (1954)
 CA0145
 CA0145                         *CURRENT SURVEY CONTROL
 CA0145  ___________________________________________________________________
 CA0145* NAD 83(1986)-  31 04 35.     (N)    098 11 08.     (W)     SCALED    
 CA0145* NAVD 88     -       317.533  (meters)    1041.77   (feet)  ADJUSTED  
 CA0145  ___________________________________________________________________
 CA0145  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CA0145  DYNAMIC HT  -         317.110 (meters)    1040.39  (feet)  COMP
 CA0145  MODELED GRAV-     979,300.0   (mgal)                       NAVD 88
 CA0145
 CA0145  VERT ORDER  -  SECOND    CLASS 0
 CA0145
 CA0145.The horizontal coordinates were scaled from a topographic map and have
 CA0145.an estimated accuracy of +/- 6 seconds.
 CA0145
 CA0145.The orthometric height was determined by differential leveling
 CA0145.and adjusted by the National Geodetic Survey in June 1991..
 CA0145
 CA0145.The geoid height was determined by GEOID03.
 CA0145
 CA0145.The dynamic height is computed by dividing the NAVD 88
 CA0145.geopotential number by the normal gravity value computed on the
 CA0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0145.degrees latitude (g = 980.6199 gals.).
 CA0145
 CA0145.The modeled gravity was interpolated from observed gravity values.
 CA0145
 CA0145;                    North         East    Units  Estimated Accuracy
 CA0145;SPC TX C     - 3,158,250.      904,920.      MT  (+/- 180 meters Scaled)
 CA0145
 CA0145                          SUPERSEDED SURVEY CONTROL
 CA0145
 CA0145  NGVD 29 (??/??/92)  317.435  (m)         1041.45   (f) ADJ UNCH    2 0
 CA0145
 CA0145.Superseded values are not recommended for survey control.
 CA0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0145.See file dsdata.txt to determine how the superseded data were derived.
 CA0145
 CA0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV776383(NAD 83)
 CA0145_MARKER: DB = BENCH MARK DISK
 CA0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0145_SP_SET: ABUTMENT
 CA0145_STAMPING: W 285 1934
 CA0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0145
 CA0145  HISTORY     - Date     Condition        Report By
 CA0145  HISTORY     - 1934     MONUMENTED       CGS
 CA0145  HISTORY     - 1962     MARK NOT FOUND   NGS
 CA0145  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0145
 CA0145                          STATION DESCRIPTION
 CA0145
 CA0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CA0145'0.9 MI N FROM LAMPASAS.
 CA0145'ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY 281 FROM LAMPASAS, LAMPASAS
 CA0145'COUNTY, AT A BRIDGE OVER BURLESON CREEK, AND IN THE TOP OF THE EAST
 CA0145'END OF THE NORTH CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED W 285
 CA0145'1934.
 CA0145
 CA0145                          STATION RECOVERY (2002)
 CA0145
 CA0145'RECOVERY NOTE BY US POWER SQUADRON 2002 (CG)
 CA0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0158 ***********************************************************************
 DM0158  DESIGNATION -  W 286
 DM0158  PID         -  DM0158
 DM0158  STATE/COUNTY-  TX/BOWIE
 DM0158  USGS QUAD   -  NEW BOSTON (1975)
 DM0158
 DM0158                         *CURRENT SURVEY CONTROL
 DM0158  ___________________________________________________________________
 DM0158* NAD 83(1986)-  33 27 32.     (N)    094 24 54.     (W)     SCALED    
 DM0158* NAVD 88     -       107.388  (meters)     352.32   (feet)  ADJUSTED  
 DM0158  ___________________________________________________________________
 DM0158  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM0158  DYNAMIC HT  -         107.274 (meters)     351.95  (feet)  COMP
 DM0158  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 DM0158
 DM0158  VERT ORDER  -  SECOND    CLASS 0
 DM0158
 DM0158.The horizontal coordinates were scaled from a topographic map and have
 DM0158.an estimated accuracy of +/- 6 seconds.
 DM0158
 DM0158.The orthometric height was determined by differential leveling
 DM0158.and adjusted by the National Geodetic Survey in June 1991..
 DM0158
 DM0158.The geoid height was determined by GEOID03.
 DM0158
 DM0158.The dynamic height is computed by dividing the NAVD 88
 DM0158.geopotential number by the normal gravity value computed on the
 DM0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0158.degrees latitude (g = 980.6199 gals.).
 DM0158
 DM0158.The modeled gravity was interpolated from observed gravity values.
 DM0158
 DM0158;                    North         East    Units  Estimated Accuracy
 DM0158;SPC TXNC     - 2,206,120.      979,630.      MT  (+/- 180 meters Scaled)
 DM0158
 DM0158                          SUPERSEDED SURVEY CONTROL
 DM0158
 DM0158  NGVD 29 (??/??/92)  107.396  (m)          352.35   (f) ADJ UNCH    2 0
 DM0158
 DM0158.Superseded values are not recommended for survey control.
 DM0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0158.See file dsdata.txt to determine how the superseded data were derived.
 DM0158
 DM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT685030(NAD 83)
 DM0158_MARKER: DB = BENCH MARK DISK
 DM0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0158_SP_SET: CONCRETE BASE
 DM0158_STAMPING: W 286 1934
 DM0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0158
 DM0158  HISTORY     - Date     Condition        Report By
 DM0158  HISTORY     - 1934     MONUMENTED       CGS
 DM0158  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0158
 DM0158                          STATION DESCRIPTION
 DM0158
 DM0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0158'IN NEW BOSTON.
 DM0158'AT NEW BOSTON AND ALONG THE T P R R DISK IS SET HORIZONTALLY IN THE NW
 DM0158'CORNER OF FOOTING OF TEXAS PACIFIC RAILWAY WATER TOWER.
 DM0158
 DM0158                          STATION RECOVERY (1997)
 DM0158
 DM0158'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0890 ***********************************************************************
 CR0890  DESIGNATION -  W 287
 CR0890  PID         -  CR0890
 CR0890  STATE/COUNTY-  TX/VAN ZANDT
 CR0890  USGS QUAD   -  FRUITVALE (1962)
 CR0890
 CR0890                         *CURRENT SURVEY CONTROL
 CR0890  ___________________________________________________________________
 CR0890* NAD 83(1986)-  32 41 31.     (N)    095 50 37.     (W)     SCALED    
 CR0890* NAVD 88     -       121.882  (meters)     399.87   (feet)  ADJUSTED  
 CR0890  ___________________________________________________________________
 CR0890  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR0890  DYNAMIC HT  -         121.744 (meters)     399.42  (feet)  COMP
 CR0890  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 CR0890
 CR0890  VERT ORDER  -  SECOND    CLASS 0
 CR0890
 CR0890.The horizontal coordinates were scaled from a topographic map and have
 CR0890.an estimated accuracy of +/- 6 seconds.
 CR0890
 CR0890.The orthometric height was determined by differential leveling
 CR0890.and adjusted by the National Geodetic Survey in June 1991..
 CR0890
 CR0890.The geoid height was determined by GEOID03.
 CR0890
 CR0890.The dynamic height is computed by dividing the NAVD 88
 CR0890.geopotential number by the normal gravity value computed on the
 CR0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0890.degrees latitude (g = 980.6199 gals.).
 CR0890
 CR0890.The modeled gravity was interpolated from observed gravity values.
 CR0890
 CR0890;                    North         East    Units  Estimated Accuracy
 CR0890;SPC TXNC     - 2,116,840.      849,050.      MT  (+/- 180 meters Scaled)
 CR0890
 CR0890                          SUPERSEDED SURVEY CONTROL
 CR0890
 CR0890  NGVD 29 (??/??/92)  121.896  (m)          399.92   (f) ADJ UNCH    2 0
 CR0890
 CR0890.Superseded values are not recommended for survey control.
 CR0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0890.See file dsdata.txt to determine how the superseded data were derived.
 CR0890
 CR0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS333207(NAD 83)
 CR0890_MARKER: DB = BENCH MARK DISK
 CR0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0890_STAMPING: W 287 1934
 CR0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0890+STABILITY: SURFACE MOTION
 CR0890
 CR0890  HISTORY     - Date     Condition        Report By
 CR0890  HISTORY     - 1934     MONUMENTED       CGS
 CR0890  HISTORY     - 1952     GOOD             NGS
 CR0890  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0890
 CR0890                          STATION DESCRIPTION
 CR0890
 CR0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CR0890'2.5 MI E FROM EDGEWOOD.
 CR0890'2.5 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CR0890'AT EDGEWOOD, 1.25 MILE WEST OF BENCH MARK Q 992, 70 FEET WEST OF THE
 CR0890'3RD POLE WEST OF MILEPOST 157, 38.2 FEET SOUTH OF THE SOUTH RAIL, 29
 CR0890'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, AT THE EAST END OF A
 CR0890'SMALL CUT, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CR0890'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CR0890
 CR0890                          STATION RECOVERY (1995)
 CR0890
 CR0890'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0177 ***********************************************************************
 CS0177  DESIGNATION -  W 288
 CS0177  PID         -  CS0177
 CS0177  STATE/COUNTY-  TX/KAUFMAN
 CS0177  USGS QUAD   -  ELMO (1981)
 CS0177
 CS0177                         *CURRENT SURVEY CONTROL
 CS0177  ___________________________________________________________________
 CS0177* NAD 83(1986)-  32 43 41.     (N)    096 12 57.     (W)     SCALED    
 CS0177* NAVD 88     -       154.442  (meters)     506.70   (feet)  ADJUSTED  
 CS0177  ___________________________________________________________________
 CS0177  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0177  DYNAMIC HT  -         154.271 (meters)     506.14  (feet)  COMP
 CS0177  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 CS0177
 CS0177  VERT ORDER  -  SECOND    CLASS 0
 CS0177
 CS0177.The horizontal coordinates were scaled from a topographic map and have
 CS0177.an estimated accuracy of +/- 6 seconds.
 CS0177
 CS0177.The orthometric height was determined by differential leveling
 CS0177.and adjusted by the National Geodetic Survey in June 1991..
 CS0177.WARNING-Repeat measurements at this control monument indicate possible
 CS0177.vertical movement.
 CS0177
 CS0177.The geoid height was determined by GEOID03.
 CS0177
 CS0177.The dynamic height is computed by dividing the NAVD 88
 CS0177.geopotential number by the normal gravity value computed on the
 CS0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0177.degrees latitude (g = 980.6199 gals.).
 CS0177
 CS0177.The modeled gravity was interpolated from observed gravity values.
 CS0177
 CS0177;                    North         East    Units  Estimated Accuracy
 CS0177;SPC TXNC     - 2,120,030.      814,070.      MT  (+/- 180 meters Scaled)
 CS0177
 CS0177                          SUPERSEDED SURVEY CONTROL
 CS0177
 CS0177  NGVD 29 (??/??/92)  154.452  (m)          506.73   (f) ADJ UNCH    2 0
 CS0177
 CS0177.Superseded values are not recommended for survey control.
 CS0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0177.See file dsdata.txt to determine how the superseded data were derived.
 CS0177
 CS0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB609245(NAD 83)
 CS0177_MARKER: DB = BENCH MARK DISK
 CS0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0177_STAMPING: W 288 1934
 CS0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0177+STABILITY: SURFACE MOTION
 CS0177
 CS0177  HISTORY     - Date     Condition        Report By
 CS0177  HISTORY     - 1934     MONUMENTED       CGS
 CS0177  HISTORY     - 1952     GOOD             NGS
 CS0177  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0177  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0177
 CS0177                          STATION DESCRIPTION
 CS0177
 CS0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0177'3.25 MI E FROM TERRELL.
 CS0177'3.25 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0177'AT TERRELL, 85.9 FEET NORTHWEST OF MILEPOST 179, 47 FEET SOUTH OF THE
 CS0177'CENTER LINE OF U.S. HIGHWAY 80, 37.4 FEET NORTH OF THE NORTH RAIL, 3
 CS0177'FEET EAST OF A TELEPHONE POLE, 2.5 FEET WEST OF A WITNESS POST, SET IN
 CS0177'THE TOP OF A CONCRETE POST WHICH PROJECTS 1.5 FEET ABOVE THE GROUND.
 CS0177'NOTE-- AZI MARK FOR TRIANGLE EAGANS.
 CS0177
 CS0177                          STATION RECOVERY (1988)
 CS0177
 CS0177'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0177'MARK NOT FOUND.
 CS0177
 CS0177                          STATION RECOVERY (1991)
 CS0177
 CS0177'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2024 ***********************************************************************
 CS2024  DESIGNATION -  W 289
 CS2024  PID         -  CS2024
 CS2024  STATE/COUNTY-  TX/JOHNSON
 CS2024  USGS QUAD   -  KEENE (1978)
 CS2024
 CS2024                         *CURRENT SURVEY CONTROL
 CS2024  ___________________________________________________________________
 CS2024* NAD 83(1986)-  32 28 58.     (N)    097 18 56.     (W)     SCALED    
 CS2024* NAVD 88     -       241.131  (meters)     791.11   (feet)  ADJUSTED  
 CS2024  ___________________________________________________________________
 CS2024  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CS2024  DYNAMIC HT  -         240.843 (meters)     790.17  (feet)  COMP
 CS2024  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 CS2024
 CS2024  VERT ORDER  -  FIRST     CLASS II
 CS2024
 CS2024.The horizontal coordinates were scaled from a topographic map and have
 CS2024.an estimated accuracy of +/- 6 seconds.
 CS2024
 CS2024.The orthometric height was determined by differential leveling
 CS2024.and adjusted by the National Geodetic Survey in June 1991..
 CS2024
 CS2024.The geoid height was determined by GEOID03.
 CS2024
 CS2024.The dynamic height is computed by dividing the NAVD 88
 CS2024.geopotential number by the normal gravity value computed on the
 CS2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2024.degrees latitude (g = 980.6199 gals.).
 CS2024
 CS2024.The modeled gravity was interpolated from observed gravity values.
 CS2024
 CS2024;                    North         East    Units  Estimated Accuracy
 CS2024;SPC TXNC     - 2,091,130.      711,320.      MT  (+/- 180 meters Scaled)
 CS2024
 CS2024                          SUPERSEDED SURVEY CONTROL
 CS2024
 CS2024  NGVD 29 (??/??/92)  241.103  (m)          791.02   (f) ADJ UNCH    1 2
 CS2024
 CS2024.Superseded values are not recommended for survey control.
 CS2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2024.See file dsdata.txt to determine how the superseded data were derived.
 CS2024
 CS2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA582952(NAD 83)
 CS2024_MARKER: DB = BENCH MARK DISK
 CS2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2024_STAMPING: W 289 1934
 CS2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2024+STABILITY: SURFACE MOTION
 CS2024
 CS2024  HISTORY     - Date     Condition        Report By
 CS2024  HISTORY     - 1934     MONUMENTED       CGS
 CS2024  HISTORY     - 1964     GOOD             NGS
 CS2024  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2024  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2024  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2024  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2024  HISTORY     - 20051119 POOR             USPSQD
 CS2024
 CS2024                          STATION DESCRIPTION
 CS2024
 CS2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2024'4.3 MI S FROM BURLESON.
 CS2024'4.3 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS2024'THE STATION AT BURLESON, JOHNSON COUNTY, 2.5 MILES NORTH OF THE
 CS2024'STATION AT EGAN, 0.3 MILE SOUTH OF MILEPOST 775, AT A ROAD CROSSING,
 CS2024'52 FEET WEST OF THE CENTER LINE OF THE TRACK, 25 FEET SOUTH OF THE
 CS2024'CENTER LINE OF THE ROAD, AT THE CORNER OF THE RIGHT-OF-WAY FENCE, AND
 CS2024'IN A PASTURE.  A STANDARD DISK, STAMPED W 289 1934 AND SET IN THE TOP
 CS2024'OF A CONCRETE POST.
 CS2024
 CS2024                          STATION RECOVERY (1983)
 CS2024
 CS2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2024'MARK NOT FOUND.
 CS2024
 CS2024                          STATION RECOVERY (1991)
 CS2024
 CS2024'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS2024'MARK NOT FOUND.
 CS2024
 CS2024                          STATION RECOVERY (1994)
 CS2024
 CS2024'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2024'MARK NOT FOUND.
 CS2024
 CS2024                          STATION RECOVERY (2004)
 CS2024
 CS2024'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS2024'MARK NOT FOUND.
 CS2024
 CS2024                          STATION RECOVERY (2005)
 CS2024
 CS2024'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS2024'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0233 ***********************************************************************
 AZ0233  DESIGNATION -  W 29
 AZ0233  PID         -  AZ0233
 AZ0233  STATE/COUNTY-  TX/VAL VERDE
 AZ0233  USGS QUAD   -  SHUMLA (1973)
 AZ0233
 AZ0233                         *CURRENT SURVEY CONTROL
 AZ0233  ___________________________________________________________________
 AZ0233* NAD 83(1986)-  29 48 33.     (N)    101 27 47.     (W)     SCALED    
 AZ0233* NAVD 88     -       428.572  (meters)    1406.07   (feet)  POSTED    
 AZ0233  ___________________________________________________________________
 AZ0233  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AZ0233  DYNAMIC HT  -         427.950 (meters)    1404.03  (feet)  COMP
 AZ0233  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 AZ0233
 AZ0233  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0233
 AZ0233.The horizontal coordinates were scaled from a topographic map and have
 AZ0233.an estimated accuracy of +/- 6 seconds.
 AZ0233
 AZ0233.The orthometric height was determined by differential leveling
 AZ0233.and adjusted by the National Geodetic Survey in 1992..
 AZ0233.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0233.rate of 0.0 thru 1.0 mm/km.
 AZ0233
 AZ0233.The geoid height was determined by GEOID03.
 AZ0233
 AZ0233.The dynamic height is computed by dividing the NAVD 88
 AZ0233.geopotential number by the normal gravity value computed on the
 AZ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0233.degrees latitude (g = 980.6199 gals.).
 AZ0233
 AZ0233.The modeled gravity was interpolated from observed gravity values.
 AZ0233
 AZ0233;                    North         East    Units  Estimated Accuracy
 AZ0233;SPC TXSC     - 4,221,480.      361,940.      MT  (+/- 180 meters Scaled)
 AZ0233
 AZ0233                          SUPERSEDED SURVEY CONTROL
 AZ0233
 AZ0233  NGVD 29 (??/??/92)  428.455  (m)         1405.69   (f) ADJ UNCH    1 2
 AZ0233
 AZ0233.Superseded values are not recommended for survey control.
 AZ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0233.See file dsdata.txt to determine how the superseded data were derived.
 AZ0233
 AZ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU619001(NAD 83)
 AZ0233_MARKER: DB = BENCH MARK DISK
 AZ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0233_STAMPING: W 29 1917 ELEV 1405.804 FT
 AZ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0233+STABILITY: SURFACE MOTION
 AZ0233
 AZ0233  HISTORY     - Date     Condition        Report By
 AZ0233  HISTORY     - 1917     MONUMENTED       CGS
 AZ0233  HISTORY     - 1958     GOOD             NGS
 AZ0233  HISTORY     - 20010607 MARK NOT FOUND   USPSQD
 AZ0233
 AZ0233                          STATION DESCRIPTION
 AZ0233
 AZ0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0233'7.1 MI E FROM LANGTRY.
 AZ0233'ABOUT 7.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0233'STATION AT LANGTRY, 8 POLES SOUTH OF MILEPOST 436, 85 FEET NORTH OF
 AZ0233'THE NORTH RAIL, 53 FEET SOUTH OF THE CENTER LINE OF THE OLD RAILROAD
 AZ0233'GRADE, 83 FEET WEST OF A TELEPHONE POLE, 13 FEET SOUTH OF A FENCE,
 AZ0233'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 AZ0233'CONCRETE POST PROJECTING 6 INCHES.
 AZ0233
 AZ0233                          STATION RECOVERY (2001)
 AZ0233
 AZ0233'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0160 ***********************************************************************
 DO0160  DESIGNATION -  W 290 RESET 1941
 DO0160  PID         -  DO0160
 DO0160  STATE/COUNTY-  TX/JACK
 DO0160  USGS QUAD   -  JACKSBORO (1982)
 DO0160
 DO0160                         *CURRENT SURVEY CONTROL
 DO0160  ___________________________________________________________________
 DO0160* NAD 83(1986)-  33 14 52.     (N)    098 14 13.     (W)     SCALED    
 DO0160* NAVD 88     -       319.34   (meters)    1047.7    (feet)  RESET     
 DO0160  ___________________________________________________________________
 DO0160  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DO0160
 DO0160  VERT ORDER  -  THIRD
 DO0160
 DO0160.The horizontal coordinates were scaled from a topographic map and have
 DO0160.an estimated accuracy of +/- 6 seconds.
 DO0160
 DO0160.The orthometric height was computed from unverified reset data.
 DO0160
 DO0160.The geoid height was determined by GEOID03.
 DO0160
 DO0160;                    North         East    Units  Estimated Accuracy
 DO0160;SPC TXNC     - 2,175,360.      624,510.      MT  (+/- 180 meters Scaled)
 DO0160
 DO0160                          SUPERSEDED SURVEY CONTROL
 DO0160
 DO0160.No superseded survey control is available for this station.
 DO0160
 DO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB710790(NAD 83)
 DO0160_MARKER: DB = BENCH MARK DISK
 DO0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0160_STAMPING: W 290 RESET 1941
 DO0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0160+STABILITY: SURFACE MOTION
 DO0160
 DO0160  HISTORY     - Date     Condition        Report By
 DO0160  HISTORY     - 1941     MONUMENTED       TXHD
 DO0160  HISTORY     - 1950     MARK NOT FOUND   NGS
 DO0160  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0160
 DO0160                          STATION DESCRIPTION
 DO0160
 DO0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0160'5.4 MI NW FROM JACKSBORO.
 DO0160'5.4 MILES WEST ALONG U. S. HIGHWAY 281 FROM JACKSBORO, JACK COUNTY, AT
 DO0160'THE INTERSECTION OF A ROAD LEADING SOUTH, AT THE MOST WESTERLY CORNER
 DO0160'IN THE RIGHT OF WAY FENCE WHERE EXTRA WIDTH RIGHT OF WAY BEGINS FOR
 DO0160'THE INTERSECTING ROAD, 51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DO0160'AND 1 FOOT NORTH OF THE RIGHT OF WAY FENCE. A STANDARD DISK, STAMPED W
 DO0160'290 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST. NOTE -- THIS
 DO0160'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED IN NOVEMBER
 DO0160'1941 BY ENGINEERS OF THE TEXAS HIGHWAY DEPARTMENT. NOTE -- THE MARK IS
 DO0160'BELIEVED TO HAVE BEEN DESTROYED, BY ROAD MACHINERY.
 DO0160
 DO0160                          STATION RECOVERY (2001)
 DO0160
 DO0160'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0769 ***********************************************************************
 BZ0769  DESIGNATION -  W 291
 BZ0769  PID         -  BZ0769
 BZ0769  STATE/COUNTY-  TX/MCLENNAN
 BZ0769  USGS QUAD   -  CRAWFORD (1979)
 BZ0769
 BZ0769                         *CURRENT SURVEY CONTROL
 BZ0769  ___________________________________________________________________
 BZ0769* NAD 83(1986)-  31 31 27.     (N)    097 26 25.     (W)     SCALED    
 BZ0769* NAVD 88     -       209.909  (meters)     688.68   (feet)  ADJUSTED  
 BZ0769  ___________________________________________________________________
 BZ0769  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BZ0769  DYNAMIC HT  -         209.636 (meters)     687.78  (feet)  COMP
 BZ0769  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 BZ0769
 BZ0769  VERT ORDER  -  SECOND    CLASS 0
 BZ0769
 BZ0769.The horizontal coordinates were scaled from a topographic map and have
 BZ0769.an estimated accuracy of +/- 6 seconds.
 BZ0769
 BZ0769.The orthometric height was determined by differential leveling
 BZ0769.and adjusted by the National Geodetic Survey in June 1991..
 BZ0769
 BZ0769.The geoid height was determined by GEOID03.
 BZ0769
 BZ0769.The dynamic height is computed by dividing the NAVD 88
 BZ0769.geopotential number by the normal gravity value computed on the
 BZ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0769.degrees latitude (g = 980.6199 gals.).
 BZ0769
 BZ0769.The modeled gravity was interpolated from observed gravity values.
 BZ0769
 BZ0769;                    North         East    Units  Estimated Accuracy
 BZ0769;SPC TX C     - 3,209,490.      974,720.      MT  (+/- 180 meters Scaled)
 BZ0769
 BZ0769                          SUPERSEDED SURVEY CONTROL
 BZ0769
 BZ0769  NGVD 29 (??/??/92)  209.865  (m)          688.53   (f) ADJ UNCH    2 0
 BZ0769
 BZ0769.Superseded values are not recommended for survey control.
 BZ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0769.See file dsdata.txt to determine how the superseded data were derived.
 BZ0769
 BZ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV480887(NAD 83)
 BZ0769_MARKER: DB = BENCH MARK DISK
 BZ0769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0769_SP_SET: ABUTMENT
 BZ0769_STAMPING: W 291 1934
 BZ0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0769+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BZ0769
 BZ0769  HISTORY     - Date     Condition        Report By
 BZ0769  HISTORY     - 1934     MONUMENTED       CGS
 BZ0769  HISTORY     - 1966     GOOD             NGS
 BZ0769  HISTORY     - 19950716 GOOD             USPSQD
 BZ0769  HISTORY     - 20010317 GOOD             USPSQD
 BZ0769  HISTORY     - 20040110 GOOD             USPSQD
 BZ0769  HISTORY     - 20050728 GOOD             USPSQD
 BZ0769
 BZ0769                          STATION DESCRIPTION
 BZ0769
 BZ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0769'0.5 MI S FROM CRAWFORD.
 BZ0769'ABOUT 0.5 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ0769'FROM THE STATION AT CRAWFORD, MCLENNAN COUNTY, ABOUT 0.2 MILE NORTH OF
 BZ0769'MILEPOST 249, AT BRIDGE 249, IN THE TOP OF THE NORTHEAST CONCRETE
 BZ0769'ABUTMENT, AND 9 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 BZ0769'DISK STAMPED W 291 1934.  NOTE-- THE BENCH MARK IS 5.7 MILES NORTH
 BZ0769'ALONG STATE HIGHWAY 317 FROM THE JUNCTION OF U.S. HIGHWAY 84 IN
 BZ0769'MCGREGOR.
 BZ0769
 BZ0769                          STATION RECOVERY (1995)
 BZ0769
 BZ0769'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0769'RECOVERED IN GOOD CONDITION.
 BZ0769
 BZ0769                          STATION RECOVERY (2001)
 BZ0769
 BZ0769'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0769'RECOVERED IN GOOD CONDITION.
 BZ0769
 BZ0769                          STATION RECOVERY (2004)
 BZ0769
 BZ0769'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ0769'RECOVERED IN GOOD CONDITION.
 BZ0769
 BZ0769                          STATION RECOVERY (2005)
 BZ0769
 BZ0769'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2249 ***********************************************************************
 CS2249  DESIGNATION -  W 292
 CS2249  PID         -  CS2249
 CS2249  STATE/COUNTY-  TX/BOSQUE
 CS2249  USGS QUAD   -  MORGAN (1977)
 CS2249
 CS2249                         *CURRENT SURVEY CONTROL
 CS2249  ___________________________________________________________________
 CS2249* NAD 83(1986)-  32 03 27.     (N)    097 31 14.     (W)     SCALED    
 CS2249* NAVD 88     -       178.207  (meters)     584.67   (feet)  ADJUSTED  
 CS2249  ___________________________________________________________________
 CS2249  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS2249  DYNAMIC HT  -         177.986 (meters)     583.94  (feet)  COMP
 CS2249  MODELED GRAV-     979,398.1   (mgal)                       NAVD 88
 CS2249
 CS2249  VERT ORDER  -  SECOND    CLASS 0
 CS2249
 CS2249.The horizontal coordinates were scaled from a topographic map and have
 CS2249.an estimated accuracy of +/- 6 seconds.
 CS2249
 CS2249.The orthometric height was determined by differential leveling
 CS2249.and adjusted by the National Geodetic Survey in June 1991..
 CS2249
 CS2249.The geoid height was determined by GEOID03.
 CS2249
 CS2249.The dynamic height is computed by dividing the NAVD 88
 CS2249.geopotential number by the normal gravity value computed on the
 CS2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2249.degrees latitude (g = 980.6199 gals.).
 CS2249
 CS2249.The modeled gravity was interpolated from observed gravity values.
 CS2249
 CS2249;                    North         East    Units  Estimated Accuracy
 CS2249;SPC TX C     - 3,268,410.      965,610.      MT  (+/- 180 meters Scaled)
 CS2249
 CS2249                          SUPERSEDED SURVEY CONTROL
 CS2249
 CS2249  NGVD 29 (??/??/92)  178.180  (m)          584.58   (f) ADJ UNCH    2 0
 CS2249
 CS2249.Superseded values are not recommended for survey control.
 CS2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2249.See file dsdata.txt to determine how the superseded data were derived.
 CS2249
 CS2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA396477(NAD 83)
 CS2249_MARKER: DB = BENCH MARK DISK
 CS2249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2249_SP_SET: ROCK ABUTMENT
 CS2249_STAMPING: W 292 1934
 CS2249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2249
 CS2249  HISTORY     - Date     Condition        Report By
 CS2249  HISTORY     - 1934     MONUMENTED       CGS
 CS2249  HISTORY     - 1966     GOOD             NGS
 CS2249  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2249
 CS2249                          STATION DESCRIPTION
 CS2249
 CS2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2249'1.45 MI S FROM KOPPERL.
 CS2249'ABOUT 1.3 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2249'FROM THE STATION AT KOPPERL, BOSQUE COUNTY, AT BRIDGE 293 A, IN THE
 CS2249'TOP OF THE NORTHEAST ROCK ABUTMENT, AND 8 FEET SOUTHEAST OF THE TRACK.
 CS2249'A STANDARD DISK, STAMPED W 292 1934.  NOTE-- THE RAILROAD TRACKS NO
 CS2249'LONGER EXIST BUT THE BRIDGE WAS LEFT INTACT AND IS USED TO TRAVEL
 CS2249'ALONG A FARM ROAD.  THE MARK MAY BE REACHED FROM THE OLD RAILWAY
 CS2249'STATION IN KOPPERL BY GOING 1.45 MILES SOUTH ALONG THE FARM ROAD TO
 CS2249'SITE OF MARK.
 CS2249
 CS2249                          STATION RECOVERY (2001)
 CS2249
 CS2249'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2118 ***********************************************************************
 CS2118  DESIGNATION -  W 293
 CS2118  PID         -  CS2118
 CS2118  STATE/COUNTY-  TX/ELLIS
 CS2118  USGS QUAD   -  VENUS (1978)
 CS2118
 CS2118                         *CURRENT SURVEY CONTROL
 CS2118  ___________________________________________________________________
 CS2118* NAD 83(1986)-  32 26 35.     (N)    097 04 53.     (W)     SCALED    
 CS2118* NAVD 88     -       187.643  (meters)     615.63   (feet)  ADJUSTED  
 CS2118  ___________________________________________________________________
 CS2118  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS2118  DYNAMIC HT  -         187.419 (meters)     614.89  (feet)  COMP
 CS2118  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 CS2118
 CS2118  VERT ORDER  -  FIRST     CLASS II
 CS2118
 CS2118.The horizontal coordinates were scaled from a topographic map and have
 CS2118.an estimated accuracy of +/- 6 seconds.
 CS2118
 CS2118.The orthometric height was determined by differential leveling
 CS2118.and adjusted by the National Geodetic Survey in June 1991..
 CS2118
 CS2118.The geoid height was determined by GEOID03.
 CS2118
 CS2118.The dynamic height is computed by dividing the NAVD 88
 CS2118.geopotential number by the normal gravity value computed on the
 CS2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2118.degrees latitude (g = 980.6199 gals.).
 CS2118
 CS2118.The modeled gravity was interpolated from observed gravity values.
 CS2118
 CS2118;                    North         East    Units  Estimated Accuracy
 CS2118;SPC TXNC     - 2,087,000.      733,390.      MT  (+/- 180 meters Scaled)
 CS2118
 CS2118                          SUPERSEDED SURVEY CONTROL
 CS2118
 CS2118  NGVD 29 (??/??/92)  187.624  (m)          615.56   (f) ADJ UNCH    1 2
 CS2118
 CS2118.Superseded values are not recommended for survey control.
 CS2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2118.See file dsdata.txt to determine how the superseded data were derived.
 CS2118
 CS2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA803911(NAD 83)
 CS2118_MARKER: DB = BENCH MARK DISK
 CS2118_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2118_SP_SET: ABUTMENT
 CS2118_STAMPING: W 293 1934
 CS2118_MARK LOGO: CGS   
 CS2118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2118
 CS2118  HISTORY     - Date     Condition        Report By
 CS2118  HISTORY     - 1934     MONUMENTED       CGS
 CS2118  HISTORY     - 1965     GOOD             NGS
 CS2118  HISTORY     - 19900827 GOOD             TOWILL
 CS2118  HISTORY     - 20020803 GOOD             GEOCAC
 CS2118
 CS2118                          STATION DESCRIPTION
 CS2118
 CS2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2118'1.5 MI E FROM VENUS.
 CS2118'IN ELLIS COUNTY, 1.5 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE
 CS2118'RAILWAY FROM THE STATION AT VENUS, JOHNSON COUNTY, 0.6 MILE EAST OF
 CS2118'THE ELLIS-JOHNSON COUNTY LINE, 100 FEET EAST OF MILE POST 21, AT
 CS2118'BRIDGE 21 A, IN THE TOP OF THE NORTHWEST CORNER OF THE NORTH CONCRETE
 CS2118'ABUTMENT, AND 9 FEET NORTH OF THE TRACK.  A STANDARD DISK STAMPED
 CS2118'615.642 W 293 1934.  NOTE-- THE MARK WAS REACHED BY GOING 0.7 MILE
 CS2118'EAST ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION WITH FM HIGHWAY 157 IN
 CS2118'VENUS TO THE ELLIS-JOHNSON COUNTY LINE, THENCE 0.35 MILE EAST ALONG
 CS2118'THE HIGHWAY TO THE SITE OF MARK.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 CS2118'FOR RECOVERY.
 CS2118
 CS2118                          STATION RECOVERY (1990)
 CS2118
 CS2118'RECOVERY NOTE BY TOWILL INCORPORATED 1990
 CS2118'RECOVERED IN GOOD CONDITION.
 CS2118
 CS2118                          STATION RECOVERY (2002)
 CS2118
 CS2118'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0173 ***********************************************************************
 DN0173  DESIGNATION -  W 294
 DN0173  PID         -  DN0173
 DN0173  STATE/COUNTY-  TX/HUNT
 DN0173  USGS QUAD   -  WOLFE CITY (1965)
 DN0173
 DN0173                         *CURRENT SURVEY CONTROL
 DN0173  ___________________________________________________________________
 DN0173* NAD 83(1986)-  33 21 41.     (N)    096 05 12.     (W)     SCALED    
 DN0173* NAVD 88     -       190.516  (meters)     625.05   (feet)  ADJUSTED  
 DN0173  ___________________________________________________________________
 DN0173  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DN0173  DYNAMIC HT  -         190.312 (meters)     624.38  (feet)  COMP
 DN0173  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DN0173
 DN0173  VERT ORDER  -  SECOND    CLASS 0
 DN0173
 DN0173.The horizontal coordinates were scaled from a topographic map and have
 DN0173.an estimated accuracy of +/- 6 seconds.
 DN0173
 DN0173.The orthometric height was determined by differential leveling
 DN0173.and adjusted by the National Geodetic Survey in June 1991..
 DN0173
 DN0173.The geoid height was determined by GEOID03.
 DN0173
 DN0173.The dynamic height is computed by dividing the NAVD 88
 DN0173.geopotential number by the normal gravity value computed on the
 DN0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0173.degrees latitude (g = 980.6199 gals.).
 DN0173
 DN0173.The modeled gravity was interpolated from observed gravity values.
 DN0173
 DN0173;                    North         East    Units  Estimated Accuracy
 DN0173;SPC TXNC     - 2,190,510.      824,570.      MT  (+/- 180 meters Scaled)
 DN0173
 DN0173                          SUPERSEDED SURVEY CONTROL
 DN0173
 DN0173  NGVD 29 (??/??/92)  190.50   (m)          625.0    (f) COMPUTED    2 0
 DN0173
 DN0173.Superseded values are not recommended for survey control.
 DN0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0173.See file dsdata.txt to determine how the superseded data were derived.
 DN0173
 DN0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB710951(NAD 83)
 DN0173_MARKER: DB = BENCH MARK DISK
 DN0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0173_STAMPING: W 294 1934
 DN0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0173+STABILITY: SURFACE MOTION
 DN0173
 DN0173  HISTORY     - Date     Condition        Report By
 DN0173  HISTORY     - 1934     MONUMENTED       CGS
 DN0173  HISTORY     - 1964     MARK NOT FOUND   USGS
 DN0173  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0173
 DN0173                          STATION DESCRIPTION
 DN0173
 DN0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0173'1.2 MI S FROM WOLFE CITY.
 DN0173'1.2 MI S OF AND ALONG THE S F R R 35 FEET E OF THE TRACK.  CLOSE TO
 DN0173'FENCE LINE AT SIDE ROAD CROSSING RAILROAD.  200 YARDS N OF MILE POST
 DN0173'112.
 DN0173
 DN0173                          STATION RECOVERY (1964)
 DN0173
 DN0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DN0173'MARK NOT FOUND.
 DN0173
 DN0173                          STATION RECOVERY (1994)
 DN0173
 DN0173'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0543 ***********************************************************************
 DM0543  DESIGNATION -  W 295
 DM0543  PID         -  DM0543
 DM0543  STATE/COUNTY-  TX/FANNIN
 DM0543  USGS QUAD   -  HONEY GROVE (1984)
 DM0543
 DM0543                         *CURRENT SURVEY CONTROL
 DM0543  ___________________________________________________________________
 DM0543* NAD 83(1986)-  33 34 06.     (N)    095 58 48.     (W)     SCALED    
 DM0543* NAVD 88     -       211.160  (meters)     692.78   (feet)  ADJUSTED  
 DM0543  ___________________________________________________________________
 DM0543  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DM0543  DYNAMIC HT  -         210.936 (meters)     692.05  (feet)  COMP
 DM0543  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DM0543
 DM0543  VERT ORDER  -  SECOND    CLASS 0
 DM0543
 DM0543.The horizontal coordinates were scaled from a topographic map and have
 DM0543.an estimated accuracy of +/- 6 seconds.
 DM0543
 DM0543.The orthometric height was determined by differential leveling
 DM0543.and adjusted by the National Geodetic Survey in June 1991..
 DM0543
 DM0543.The geoid height was determined by GEOID03.
 DM0543
 DM0543.The dynamic height is computed by dividing the NAVD 88
 DM0543.geopotential number by the normal gravity value computed on the
 DM0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0543.degrees latitude (g = 980.6199 gals.).
 DM0543
 DM0543.The modeled gravity was interpolated from observed gravity values.
 DM0543
 DM0543;                    North         East    Units  Estimated Accuracy
 DM0543;SPC TXNC     - 2,213,690.      833,940.      MT  (+/- 180 meters Scaled)
 DM0543
 DM0543                          SUPERSEDED SURVEY CONTROL
 DM0543
 DM0543  NGVD 29 (??/??/92)  211.144  (m)          692.73   (f) ADJ UNCH    2 0
 DM0543
 DM0543.Superseded values are not recommended for survey control.
 DM0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0543.See file dsdata.txt to determine how the superseded data were derived.
 DM0543
 DM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT233182(NAD 83)
 DM0543_MARKER: DB = BENCH MARK DISK
 DM0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0543_SP_SET: CULVERT
 DM0543_STAMPING: W 295 1934
 DM0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM0543+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2002
 DM0543
 DM0543  HISTORY     - Date     Condition        Report By
 DM0543  HISTORY     - 1934     MONUMENTED       CGS
 DM0543  HISTORY     - 19940404 GOOD             USPSQD
 DM0543  HISTORY     - 20020901 GOOD             INDIV
 DM0543
 DM0543                          STATION DESCRIPTION
 DM0543
 DM0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0543'1.3 MI E FROM WINDOM.
 DM0543'1.3 MI E OF AND ALONG THE TP R R 12 FEET N OF THE CENTER OF THE TRACK.
 DM0543'0.1 MILES W OF MILE POST 116.  DISK SET HORIZONTALLY IN THE TOP OF
 DM0543'THE NW CONCRETE ABUTMENT OF A CULVERT HEADWALL.
 DM0543
 DM0543                          STATION RECOVERY (1994)
 DM0543
 DM0543'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0543'RECOVERED IN GOOD CONDITION.
 DM0543
 DM0543                          STATION RECOVERY (2002)
 DM0543
 DM0543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DM0543'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0152 ***********************************************************************
 CR0152  DESIGNATION -  W 296
 CR0152  PID         -  CR0152
 CR0152  STATE/COUNTY-  TX/RUSK
 CR0152  USGS QUAD   -  MINDEN (1983)
 CR0152
 CR0152                         *CURRENT SURVEY CONTROL
 CR0152  ___________________________________________________________________
 CR0152* NAD 83(1986)-  32 03 14.     (N)    094 44 08.     (W)     SCALED    
 CR0152* NAVD 88     -       123.382  (meters)     404.80   (feet)  ADJUSTED  
 CR0152  ___________________________________________________________________
 CR0152  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR0152  DYNAMIC HT  -         123.235 (meters)     404.31  (feet)  COMP
 CR0152  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 CR0152
 CR0152  VERT ORDER  -  SECOND    CLASS 0
 CR0152
 CR0152.The horizontal coordinates were scaled from a topographic map and have
 CR0152.an estimated accuracy of +/- 6 seconds.
 CR0152
 CR0152.The orthometric height was determined by differential leveling
 CR0152.and adjusted by the National Geodetic Survey in June 1991..
 CR0152
 CR0152.The geoid height was determined by GEOID03.
 CR0152
 CR0152.The dynamic height is computed by dividing the NAVD 88
 CR0152.geopotential number by the normal gravity value computed on the
 CR0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0152.degrees latitude (g = 980.6199 gals.).
 CR0152
 CR0152.The modeled gravity was interpolated from observed gravity values.
 CR0152
 CR0152;                    North         East    Units  Estimated Accuracy
 CR0152;SPC TXNC     - 2,049,310.      955,440.      MT  (+/- 180 meters Scaled)
 CR0152
 CR0152                          SUPERSEDED SURVEY CONTROL
 CR0152
 CR0152  NGVD 29 (??/??/92)  123.390  (m)          404.82   (f) ADJ UNCH    2 0
 CR0152
 CR0152.Superseded values are not recommended for survey control.
 CR0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0152.See file dsdata.txt to determine how the superseded data were derived.
 CR0152
 CR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR361477(NAD 83)
 CR0152_MARKER: DB = BENCH MARK DISK
 CR0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0152_STAMPING: W 296 1934
 CR0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0152+STABILITY: SURFACE MOTION
 CR0152
 CR0152  HISTORY     - Date     Condition        Report By
 CR0152  HISTORY     - 1934     MONUMENTED       CGS
 CR0152  HISTORY     - 1938     GOOD             NGS
 CR0152
 CR0152                          STATION DESCRIPTION
 CR0152
 CR0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0152'3.3 MI NW FROM MINDEN.
 CR0152'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 CR0152'MINDEN, RUSK COUNTY, AT THE JUNCTIONOF A PRIVATE DRIVEWAY TO A WHITE
 CR0152'ONE-STORY FARMHOUSE, 33 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD,
 CR0152'45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET EAST OF A WIRE
 CR0152'FENCE, IN LINE WITH A ROW OF POLES, AND ABOUT 2 FEET HIGHER THAN THE
 CR0152'HIGHWAY.  A STANDARD DISK, STAMPED W 296 1934 AND SET IN THE TOP OF A
 CR0152'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1327 ***********************************************************************
 BY1327  DESIGNATION -  W 297
 BY1327  PID         -  BY1327
 BY1327  STATE/COUNTY-  TX/CHEROKEE
 BY1327  USGS QUAD   -  ALTO (1973)
 BY1327
 BY1327                         *CURRENT SURVEY CONTROL
 BY1327  ___________________________________________________________________
 BY1327* NAD 83(1986)-  31 41 44.     (N)    095 06 13.     (W)     SCALED    
 BY1327* NAVD 88     -       105.23   (+/-2cm)     345.2    (feet)  VERTCON   
 BY1327  ___________________________________________________________________
 BY1327  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1327
 BY1327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1327
 BY1327.The horizontal coordinates were scaled from a topographic map and have
 BY1327.an estimated accuracy of +/- 6 seconds.
 BY1327
 BY1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1327.The vertical order pertains to the NGVD 29 superseded value.
 BY1327
 BY1327.The geoid height was determined by GEOID03.
 BY1327
 BY1327;                    North         East    Units  Estimated Accuracy
 BY1327;SPC TX C     - 3,236,570.    1,195,590.      MT  (+/- 180 meters Scaled)
 BY1327
 BY1327                          SUPERSEDED SURVEY CONTROL
 BY1327
 BY1327  NGVD 29 (??/??/92)  105.260  (m)          345.34   (f) ADJ UNCH    2 0
 BY1327
 BY1327.Superseded values are not recommended for survey control.
 BY1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1327.See file dsdata.txt to determine how the superseded data were derived.
 BY1327
 BY1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR006086(NAD 83)
 BY1327_MARKER: Z = SEE DESCRIPTION
 BY1327_SETTING: 0 = UNSPECIFIED SETTING
 BY1327_STAMPING: W 297 1934
 BY1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1327
 BY1327  HISTORY     - Date     Condition        Report By
 BY1327  HISTORY     - 1934     MONUMENTED       CGS
 BY1327  HISTORY     - 1938     GOOD             NGS
 BY1327  HISTORY     - 1973     POOR             USGS
 BY1327  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1327
 BY1327                          STATION DESCRIPTION
 BY1327
 BY1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1327'3.6 MI NW FROM ALTO.
 BY1327'3.6 MILES NORTHWEST OF ALTO FROM WATER TOWER BY RAIL.  ON THE ST. L.
 BY1327'AND S.W. R.R. 102 FT. SOUTHEAST OF THE INTERSECTION OF THE CENTERLINE
 BY1327'OF A DIRT ROAD SOUTHEAST AND THE EAST RAIL.  ABOUT 3 1/2 POLES NORTH
 BY1327'OF POLE NO. 600/20.  39 FT. EAST OF THE EAST RAIL.  6.0 FT. WEST OF A
 BY1327'WIRE R.O.W. FENCE.  1.0 FT. BELOW THE TOP OF RAIL.
 BY1327
 BY1327                          STATION RECOVERY (1973)
 BY1327
 BY1327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1327'MARK RECOVERED IN POOR CONDITION.
 BY1327
 BY1327                          STATION RECOVERY (1996)
 BY1327
 BY1327'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0982 ***********************************************************************
 BY0982  DESIGNATION -  W 298
 BY0982  PID         -  BY0982
 BY0982  STATE/COUNTY-  TX/ANGELINA
 BY0982  USGS QUAD   -  HUNTINGTON (1980)
 BY0982
 BY0982                         *CURRENT SURVEY CONTROL
 BY0982  ___________________________________________________________________
 BY0982* NAD 83(1986)-  31 20 28.     (N)    094 36 48.     (W)     SCALED    
 BY0982* NAVD 88     -        88.27   (+/-2cm)     289.6    (feet)  VERTCON   
 BY0982  ___________________________________________________________________
 BY0982  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY0982
 BY0982  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0982
 BY0982.The horizontal coordinates were scaled from a topographic map and have
 BY0982.an estimated accuracy of +/- 6 seconds.
 BY0982
 BY0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0982.The vertical order pertains to the NGVD 29 superseded value.
 BY0982
 BY0982.The geoid height was determined by GEOID03.
 BY0982
 BY0982;                    North         East    Units  Estimated Accuracy
 BY0982;SPC TX C     - 3,199,610.    1,244,040.      MT  (+/- 180 meters Scaled)
 BY0982
 BY0982                          SUPERSEDED SURVEY CONTROL
 BY0982
 BY0982  NGVD 29 (??/??/92)   88.316  (m)          289.75   (f) ADJ UNCH    2 0
 BY0982
 BY0982.Superseded values are not recommended for survey control.
 BY0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0982.See file dsdata.txt to determine how the superseded data were derived.
 BY0982
 BY0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ465685(NAD 83)
 BY0982_MARKER: DB = BENCH MARK DISK
 BY0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0982_SP_SET: CULVERT
 BY0982_STAMPING: W 298 1934
 BY0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0982
 BY0982  HISTORY     - Date     Condition        Report By
 BY0982  HISTORY     - 1934     MONUMENTED       CGS
 BY0982  HISTORY     - 1952     GOOD             NGS
 BY0982
 BY0982                          STATION DESCRIPTION
 BY0982
 BY0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0982'5.0 MI NW FROM HUNTINGTON.
 BY0982'5.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0982'STATION AT HUNTINGTON, 0.5 MILE NORTHWEST OF A ROAD CROSSING, 0.45
 BY0982'MILE SOUTHEAST OF THE STATION AT DUNAGAN, 82 FEET NORTHWEST OF A
 BY0982'CATTLE GUARD, 20 FEET WEST OF THE WEST RAIL, 12 FEET BELOW THE TOP OF
 BY0982'THE RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE WEST HEADWALL OF
 BY0982'AN 8 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2095 ***********************************************************************
 BX2095  DESIGNATION -  W 299
 BX2095  PID         -  BX2095
 BX2095  STATE/COUNTY-  TX/SAN AUGUSTINE
 BX2095  USGS QUAD   -  GENEVA (1984)
 BX2095
 BX2095                         *CURRENT SURVEY CONTROL
 BX2095  ___________________________________________________________________
 BX2095* NAD 83(1986)-  31 28 49.     (N)    093 59 52.     (W)     SCALED    
 BX2095* NAVD 88     -        87.36   (+/-2cm)     286.6    (feet)  VERTCON   
 BX2095  ___________________________________________________________________
 BX2095  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BX2095
 BX2095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2095
 BX2095.The horizontal coordinates were scaled from a topographic map and have
 BX2095.an estimated accuracy of +/- 6 seconds.
 BX2095
 BX2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2095.The vertical order pertains to the NGVD 29 superseded value.
 BX2095
 BX2095.The geoid height was determined by GEOID03.
 BX2095
 BX2095;                    North         East    Units  Estimated Accuracy
 BX2095;SPC TX C     - 3,218,190.    1,301,640.      MT  (+/- 180 meters Scaled)
 BX2095
 BX2095                          SUPERSEDED SURVEY CONTROL
 BX2095
 BX2095  NGVD 29 (??/??/??)   87.392  (m)          286.72   (f) ADJUSTED    2 0
 BX2095
 BX2095.Superseded values are not recommended for survey control.
 BX2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2095.See file dsdata.txt to determine how the superseded data were derived.
 BX2095
 BX2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ052832(NAD 83)
 BX2095_MARKER: DB = BENCH MARK DISK
 BX2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2095_STAMPING: W 299 1934
 BX2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2095+STABILITY: SURFACE MOTION
 BX2095
 BX2095  HISTORY     - Date     Condition        Report By
 BX2095  HISTORY     - 1934     MONUMENTED       CGS
 BX2095  HISTORY     - 1956     GOOD             USGS
 BX2095
 BX2095                          STATION DESCRIPTION
 BX2095
 BX2095'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BX2095'5.4 MI W FROM GENEVA.
 BX2095'IN SAN AUGUSTINE COUNTY, 5.4 MILES WEST ALONG STATE HIGHWAY 21 FROM
 BX2095'GENEVA, SABINE COUNTY, 0.5 MILES EAST OF THE JUNCTION OF STATE HIGHWAY
 BX2095'21 AND FARM ROAD 1 SOUTH, 100 FEET NORTH OF HOUSE RUINS, 42 FEET SOUTH
 BX2095'OF THE HIGHWAY, NEAR A FENCE CORNER, AND IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0294 ***********************************************************************
 AZ0294  DESIGNATION -  W 30
 AZ0294  PID         -  AZ0294
 AZ0294  STATE/COUNTY-  TX/VAL VERDE
 AZ0294  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0294
 AZ0294                         *CURRENT SURVEY CONTROL
 AZ0294  ___________________________________________________________________
 AZ0294* NAD 83(1986)-  29 23 01.     (N)    101 00 44.     (W)     SCALED    
 AZ0294* NAVD 88     -       279.630  (meters)     917.42   (feet)  POSTED    
 AZ0294  ___________________________________________________________________
 AZ0294  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0294  DYNAMIC HT  -         279.220 (meters)     916.07  (feet)  COMP
 AZ0294  MODELED GRAV-     979,172.2   (mgal)                       NAVD 88
 AZ0294
 AZ0294  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AZ0294
 AZ0294.The horizontal coordinates were scaled from a topographic map and have
 AZ0294.an estimated accuracy of +/- 6 seconds.
 AZ0294
 AZ0294.The orthometric height was determined by differential leveling
 AZ0294.and adjusted by the National Geodetic Survey in 1992..
 AZ0294.No vertical observational check was made to the station.
 AZ0294.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AZ0294.was located on a no-check spur therefore a value was not computed.
 AZ0294
 AZ0294.The geoid height was determined by GEOID03.
 AZ0294
 AZ0294.The dynamic height is computed by dividing the NAVD 88
 AZ0294.geopotential number by the normal gravity value computed on the
 AZ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0294.degrees latitude (g = 980.6199 gals.).
 AZ0294
 AZ0294.The modeled gravity was interpolated from observed gravity values.
 AZ0294
 AZ0294;                    North         East    Units  Estimated Accuracy
 AZ0294;SPC TXSC     - 4,173,490.      404,700.      MT  (+/- 180 meters Scaled)
 AZ0294
 AZ0294                          SUPERSEDED SURVEY CONTROL
 AZ0294
 AZ0294.No superseded survey control is available for this station.
 AZ0294
 AZ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT047521(NAD 83)
 AZ0294_MARKER: DB = BENCH MARK DISK
 AZ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0294_STAMPING: ELEV. 917.15 FT W 30 1917
 AZ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0294+STABILITY: SURFACE MOTION
 AZ0294
 AZ0294  HISTORY     - Date     Condition        Report By
 AZ0294  HISTORY     - 1917     MONUMENTED       CGS
 AZ0294  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0294
 AZ0294                          STATION DESCRIPTION
 AZ0294
 AZ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0294'1.3 MI E FROM MCKEES.
 AZ0294'ABOUT 1.3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM,
 AZ0294'MCKEES, VAL VERDE COUNTY, AT MILEPOST 386, AND 50 FEET SOUTH OF THE
 AZ0294'TRACK.  A STANDARD DISK, STAMPED ELEV. 917.15 FT W 30 1917 AND SET IN
 AZ0294'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1423 ***********************************************************************
 BY1423  DESIGNATION -  W 301
 BY1423  PID         -  BY1423
 BY1423  STATE/COUNTY-  TX/HOUSTON
 BY1423  USGS QUAD   -  KENNARD NE (1950)
 BY1423
 BY1423                         *CURRENT SURVEY CONTROL
 BY1423  ___________________________________________________________________
 BY1423* NAD 83(1986)-  31 24 32.     (N)    095 05 13.     (W)     SCALED    
 BY1423* NAVD 88     -       106.43   (+/-2cm)     349.2    (feet)  VERTCON   
 BY1423  ___________________________________________________________________
 BY1423  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1423
 BY1423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1423
 BY1423.The horizontal coordinates were scaled from a topographic map and have
 BY1423.an estimated accuracy of +/- 6 seconds.
 BY1423
 BY1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1423.The vertical order pertains to the NGVD 29 superseded value.
 BY1423
 BY1423.The geoid height was determined by GEOID03.
 BY1423
 BY1423;                    North         East    Units  Estimated Accuracy
 BY1423;SPC TX C     - 3,204,900.    1,198,670.      MT  (+/- 180 meters Scaled)
 BY1423
 BY1423                          SUPERSEDED SURVEY CONTROL
 BY1423
 BY1423  NGVD 29 (??/??/92)  106.464  (m)          349.29   (f) ADJ UNCH    2 0
 BY1423
 BY1423.Superseded values are not recommended for survey control.
 BY1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1423.See file dsdata.txt to determine how the superseded data were derived.
 BY1423
 BY1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ016768(NAD 83)
 BY1423_MARKER: DB = BENCH MARK DISK
 BY1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1423_STAMPING: W 301 1935
 BY1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1423+STABILITY: SURFACE MOTION
 BY1423
 BY1423  HISTORY     - Date     Condition        Report By
 BY1423  HISTORY     - 1935     MONUMENTED       CGS
 BY1423  HISTORY     - 1947     GOOD             NGS
 BY1423
 BY1423                          STATION DESCRIPTION
 BY1423
 BY1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1423'3.4 MI NE FROM RATCLIFF.
 BY1423'0.2 MILE EAST ALONG STATE HIGHWAY NO.103 FROM THE POST OFFICE AT
 BY1423'RATCLIFF, THENCE NORTHEAST 3.2 MILES ALONG THE WELLS-RATCLIFF ROAD,
 BY1423'68.0 FEET NORTHEAST OF THE EAST CORNER OF THE MOUNT VERNON CHURCH,
 BY1423'93.0 FEET WEST OF THE CENTER OF A STEEL GATE ACROSS THE ENTRANCE TO
 BY1423'THE MOUNT VERNON CEMETERY, 55.5 FEET SOUTHEAST OF THE CENTER LINE OF
 BY1423'THE WELLS-RATCLIFF ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1423'PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1909 ***********************************************************************
 BK1909  DESIGNATION -  W 302
 BK1909  PID         -  BK1909
 BK1909  STATE/COUNTY-  TX/JASPER
 BK1909  USGS QUAD   -  JASPER EAST (1984)
 BK1909
 BK1909                         *CURRENT SURVEY CONTROL
 BK1909  ___________________________________________________________________
 BK1909* NAD 83(1986)-  30 55 16.     (N)    093 59 58.     (W)     SCALED    
 BK1909* NAVD 88     -        73.245  (meters)     240.30   (feet)  ADJUSTED  
 BK1909  ___________________________________________________________________
 BK1909  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BK1909  DYNAMIC HT  -          73.149 (meters)     239.99  (feet)  COMP
 BK1909  MODELED GRAV-     979,339.6   (mgal)                       NAVD 88
 BK1909
 BK1909  VERT ORDER  -  FIRST     CLASS II
 BK1909
 BK1909.The horizontal coordinates were scaled from a topographic map and have
 BK1909.an estimated accuracy of +/- 6 seconds.
 BK1909
 BK1909.The orthometric height was determined by differential leveling
 BK1909.and adjusted by the National Geodetic Survey in June 1991..
 BK1909
 BK1909.The geoid height was determined by GEOID03.
 BK1909
 BK1909.The dynamic height is computed by dividing the NAVD 88
 BK1909.geopotential number by the normal gravity value computed on the
 BK1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1909.degrees latitude (g = 980.6199 gals.).
 BK1909
 BK1909.The modeled gravity was interpolated from observed gravity values.
 BK1909
 BK1909;                    North         East    Units  Estimated Accuracy
 BK1909;SPC TX C     - 3,156,290.    1,305,010.      MT  (+/- 180 meters Scaled)
 BK1909
 BK1909                          SUPERSEDED SURVEY CONTROL
 BK1909
 BK1909  NGVD 29 (??/??/??)   73.239  (m)          240.28   (f) ADJUSTED    1 2
 BK1909
 BK1909.Superseded values are not recommended for survey control.
 BK1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1909.See file dsdata.txt to determine how the superseded data were derived.
 BK1909
 BK1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ045212(NAD 83)
 BK1909_MARKER: DB = BENCH MARK DISK
 BK1909_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BK1909_SP_SET: COURTHOUSE BUILDING
 BK1909_STAMPING: W 302 1935
 BK1909_MARK LOGO: CGS   
 BK1909_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1909+STABILITY: POSITION/ELEVATION WELL
 BK1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1909+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 BK1909
 BK1909  HISTORY     - Date     Condition        Report By
 BK1909  HISTORY     - 1935     MONUMENTED       CGS
 BK1909  HISTORY     - 1952     GOOD             CGS
 BK1909  HISTORY     - 1979     GOOD             NGS
 BK1909  HISTORY     - 19970326 GOOD             NGS
 BK1909  HISTORY     - 20020712 GOOD             USPSQD
 BK1909  HISTORY     - 20040123 GOOD             USPSQD
 BK1909  HISTORY     - 20060203 GOOD             USPSQD
 BK1909
 BK1909                          STATION DESCRIPTION
 BK1909
 BK1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BK1909'IN JASPER.
 BK1909'AT JASPER, AT THE NORTH ENTRANCE TO THE COURTHOUSE, 7 FEET WEST OF THE
 BK1909'CENTER OF THE DOOR, 1 FOOT NORTH OF THE NORTH WALL OF THE BUILDING,
 BK1909'SET IN THE TOP OF THE WEST FOUNDATION OF THE STEPS.
 BK1909
 BK1909                          STATION RECOVERY (1979)
 BK1909
 BK1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1909'RECOVERED IN GOOD CONDITION.
 BK1909
 BK1909                          STATION RECOVERY (1997)
 BK1909
 BK1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BK1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 26 MAR 1997 (WCW) .
 BK1909'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH NOTE.  TO REACH FROM THE
 BK1909'JUNCTION OF COMBINED U.S.  HIGHWAY 190 AND STATE HIGHWAY 63 (GIBSON
 BK1909'STREET) AND U.S.  HIGHWAY 96 (WHEELER STREET) IN JASPER, GO NORTH ON
 BK1909'U.S.  HIGHWAY 96 FOR 1.1 KM (0.70 MI) PASSING OVER SANDY CREEK AT 1.0
 BK1909'KM (0.60 MI) TO FARM ROAD 2799 (HOUSTON STREET) ON LEFT.  TURN LEFT
 BK1909'AND GO WEST FOR 0.3 KM (0.20 MI) TO THE COURTHOUSE ON RIGHT AND MARK
 BK1909'AS DESCRIBED.
 BK1909
 BK1909                          STATION RECOVERY (2002)
 BK1909
 BK1909'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1909'RECOVERED IN GOOD CONDITION.
 BK1909
 BK1909                          STATION RECOVERY (2004)
 BK1909
 BK1909'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1909'RECOVERED IN GOOD CONDITION.
 BK1909
 BK1909                          STATION RECOVERY (2006)
 BK1909
 BK1909'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 BK1909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0636 ***********************************************************************
 BY0636  DESIGNATION -  W 303
 BY0636  PID         -  BY0636
 BY0636  STATE/COUNTY-  TX/TYLER
 BY0636  USGS QUAD   -  ROCKLAND (1984)
 BY0636
 BY0636                         *CURRENT SURVEY CONTROL
 BY0636  ___________________________________________________________________
 BY0636* NAD 83(1986)-  31 02 04.     (N)    094 23 37.     (W)     SCALED    
 BY0636* NAVD 88     -        41.16   (+/-2cm)     135.0    (feet)  VERTCON   
 BY0636  ___________________________________________________________________
 BY0636  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0636
 BY0636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0636
 BY0636.The horizontal coordinates were scaled from a topographic map and have
 BY0636.an estimated accuracy of +/- 6 seconds.
 BY0636
 BY0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0636.The vertical order pertains to the NGVD 29 superseded value.
 BY0636
 BY0636.The geoid height was determined by GEOID03.
 BY0636
 BY0636;                    North         East    Units  Estimated Accuracy
 BY0636;SPC TX C     - 3,166,760.    1,266,730.      MT  (+/- 180 meters Scaled)
 BY0636
 BY0636                          SUPERSEDED SURVEY CONTROL
 BY0636
 BY0636  NGVD 29 (??/??/92)   41.171  (m)          135.08   (f) ADJ UNCH    2 0
 BY0636
 BY0636.Superseded values are not recommended for survey control.
 BY0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0636.See file dsdata.txt to determine how the superseded data were derived.
 BY0636
 BY0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ669342(NAD 83)
 BY0636_MARKER: DB = BENCH MARK DISK
 BY0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0636_STAMPING: W 303 1934
 BY0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0636+STABILITY: SURFACE MOTION
 BY0636
 BY0636  HISTORY     - Date     Condition        Report By
 BY0636  HISTORY     - 1934     MONUMENTED       CGS
 BY0636  HISTORY     - 1949     GOOD             NGS
 BY0636
 BY0636                          STATION DESCRIPTION
 BY0636
 BY0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0636'1.55 MI NW FROM ROCKLAND.
 BY0636'1.55 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY0636'STATION AT ROCKLAND, 0.25 MILE SOUTHEAST OF MILEPOST NO. 105, 49.2
 BY0636'FEET NORTHWEST OF THE 9TH. POLE SOUTHEAST OF THE MILEPOST, 73.0 FEET
 BY0636'SOUTH OF THE INTERSECTION OF THE CENTER LINES OF THE TRACK AND A ROAD
 BY0636'CROSSING, 41.0 FEET SOUTHWEST OF THE WEST CORNER OF A CATTLE GUARD,
 BY0636'42.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 64.0 FEET
 BY0636'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTHWEST OF A
 BY0636'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BY0636'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS ALSO 9.6 MILES SOUTHEAST
 BY0636'OF ZAVALLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0295 ***********************************************************************
 BL0295  DESIGNATION -  W 304
 BL0295  PID         -  BL0295
 BL0295  STATE/COUNTY-  TX/HARDIN
 BL0295  USGS QUAD   -  KOUNTZE SOUTH (1984)
 BL0295
 BL0295                         *CURRENT SURVEY CONTROL
 BL0295  ___________________________________________________________________
 BL0295* NAD 83(1986)-  30 22 17.     (N)    094 18 52.     (W)     SCALED    
 BL0295* NAVD 88     -        26.00   (+/-2cm)      85.3    (feet)  VERTCON   
 BL0295  ___________________________________________________________________
 BL0295  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0295
 BL0295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0295
 BL0295.The horizontal coordinates were scaled from a topographic map and have
 BL0295.an estimated accuracy of +/- 6 seconds.
 BL0295
 BL0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0295.The vertical order pertains to the NGVD 29 superseded value.
 BL0295
 BL0295.The geoid height was determined by GEOID03.
 BL0295
 BL0295;                    North         East    Units  Estimated Accuracy
 BL0295;SPC TX C     - 3,093,770.    1,278,250.      MT  (+/- 180 meters Scaled)
 BL0295
 BL0295                          SUPERSEDED SURVEY CONTROL
 BL0295
 BL0295  NGVD 29 (??/??/92)   25.994  (m)           85.28   (f) ADJ UNCH    2 0
 BL0295
 BL0295.Superseded values are not recommended for survey control.
 BL0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0295.See file dsdata.txt to determine how the superseded data were derived.
 BL0295
 BL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP736606(NAD 83)
 BL0295_MARKER: DB = BENCH MARK DISK
 BL0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0295_STAMPING: W 304 1934
 BL0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0295+STABILITY: SURFACE MOTION
 BL0295
 BL0295  HISTORY     - Date     Condition        Report By
 BL0295  HISTORY     - 1934     MONUMENTED       CGS
 BL0295  HISTORY     - 1955     MARK NOT FOUND   USGS
 BL0295
 BL0295                          STATION DESCRIPTION
 BL0295
 BL0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0295'0.3 MI S FROM KOUNTZE.
 BL0295'0.3 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM KOUNTZE,
 BL0295'HARDIN COUNTY, 120 FEET EAST OF AN OLD BRICK BANK BUILDING, 138 FEET
 BL0295'SOUTH OF AN EAST-AND-WEST STREET, AND 78 FEET WEST OF THE CENTERLINE
 BL0295'OF THE TRACK.  A STANDARD DISK, STAMPED W 304 1934 AND SET IN THE TOP
 BL0295'OF A CONCRETE POST.
 BL0295
 BL0295                          STATION RECOVERY (1955)
 BL0295
 BL0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BL0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4774 ***********************************************************************
 AW4774  DESIGNATION -  W 306
 AW4774  PID         -  AW4774
 AW4774  STATE/COUNTY-  TX/FORT BEND
 AW4774  USGS QUAD   -  RICHMOND (1980)
 AW4774
 AW4774                         *CURRENT SURVEY CONTROL
 AW4774  ___________________________________________________________________
 AW4774* NAD 83(1986)-  29 34 15.     (N)    095 51 18.     (W)     SCALED    
 AW4774* NAVD 88     -        33.49   (+/-2cm)     109.9    (feet)  VERTCON   
 AW4774  ___________________________________________________________________
 AW4774  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4774
 AW4774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4774
 AW4774.The horizontal coordinates were scaled from a topographic map and have
 AW4774.an estimated accuracy of +/- 6 seconds.
 AW4774
 AW4774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4774.The vertical order pertains to the NGVD 29 superseded value.
 AW4774
 AW4774.The geoid height was determined by GEOID03.
 AW4774
 AW4774;                    North         East    Units  Estimated Accuracy
 AW4774;SPC TXSC     - 4,196,660.      904,670.      MT  (+/- 180 meters Scaled)
 AW4774
 AW4774                          SUPERSEDED SURVEY CONTROL
 AW4774
 AW4774  NGVD 29 (??/??/92)   33.485  (m)          109.86   (f) ADJ UNCH    2 0
 AW4774
 AW4774.Superseded values are not recommended for survey control.
 AW4774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4774.See file dsdata.txt to determine how the superseded data were derived.
 AW4774
 AW4774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN234746(NAD 83)
 AW4774_MARKER: DB = BENCH MARK DISK
 AW4774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4774_SP_SET: ABUTMENT
 AW4774_STAMPING: W 306 1935
 AW4774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4774
 AW4774  HISTORY     - Date     Condition        Report By
 AW4774  HISTORY     - 1935     MONUMENTED       CGS
 AW4774  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW4774  HISTORY     - 19951010 GOOD             USPSQD
 AW4774  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4774
 AW4774                          STATION DESCRIPTION
 AW4774
 AW4774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW4774'2.9 MI W FROM ROSENBERG.
 AW4774'2.9 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4774'STATION AT ROSENBERG, FORT BEND COUNTY, 0.1 MILE EAST OF MILE POLE 69,
 AW4774'AT BRIDGE 68 A, IN THE TOP OF THE SOUTH CORNER OF THE EAST CONCRETE
 AW4774'ABUTMENT, 6.5 FEET SOUTH OF THE SOUTH RAIL, 2 FEET LOWER THAN THE
 AW4774'TRACK.
 AW4774
 AW4774                          STATION RECOVERY (1970)
 AW4774
 AW4774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW4774'MARK NOT FOUND.
 AW4774
 AW4774                          STATION RECOVERY (1995)
 AW4774
 AW4774'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4774'RECOVERED IN GOOD CONDITION.
 AW4774
 AW4774                          STATION RECOVERY (1999)
 AW4774
 AW4774'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0359 ***********************************************************************
 AX0359  DESIGNATION -  W 307
 AX0359  PID         -  AX0359
 AX0359  STATE/COUNTY-  TX/JACKSON
 AX0359  USGS QUAD   -  LOUISE (1981)
 AX0359
 AX0359                         *CURRENT SURVEY CONTROL
 AX0359  ___________________________________________________________________
 AX0359* NAD 83(1986)-  29 04 28.     (N)    096 27 44.     (W)     SCALED    
 AX0359* NAVD 88     -        19.99   (+/-2cm)      65.6    (feet)  VERTCON   
 AX0359  ___________________________________________________________________
 AX0359  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0359
 AX0359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0359
 AX0359.The horizontal coordinates were scaled from a topographic map and have
 AX0359.an estimated accuracy of +/- 6 seconds.
 AX0359
 AX0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0359.The vertical order pertains to the NGVD 29 superseded value.
 AX0359
 AX0359.The geoid height was determined by GEOID03.
 AX0359
 AX0359;                    North         East    Units  Estimated Accuracy
 AX0359;SPC TXSC     - 4,140,230.      847,050.      MT  (+/- 180 meters Scaled)
 AX0359
 AX0359                          SUPERSEDED SURVEY CONTROL
 AX0359
 AX0359  NGVD 29 (??/??/92)   19.998  (m)           65.61   (f) ADJ UNCH    2 0
 AX0359
 AX0359.Superseded values are not recommended for survey control.
 AX0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0359.See file dsdata.txt to determine how the superseded data were derived.
 AX0359
 AX0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT470188(NAD 83)
 AX0359_MARKER: DB = BENCH MARK DISK
 AX0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0359_SP_SET: ABUTMENT
 AX0359_STAMPING: W 307 1935
 AX0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0359
 AX0359  HISTORY     - Date     Condition        Report By
 AX0359  HISTORY     - 1935     MONUMENTED       CGS
 AX0359  HISTORY     - 1972     MARK NOT FOUND   CGS
 AX0359  HISTORY     - 1984     GOOD             USPSQD
 AX0359  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0359  HISTORY     - 19980725 GOOD             USPSQD
 AX0359
 AX0359                          STATION DESCRIPTION
 AX0359
 AX0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0359'3.8 MI NE FROM GANADO.
 AX0359'3.8 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0359'STATION AT GANADO, JACKSON COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST 53,
 AX0359'AT BRIDGE NO. 53.21, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 AX0359'CONCRETE ABUTMENT, 5.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 0.9
 AX0359'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W 307 1935.
 AX0359
 AX0359                          STATION RECOVERY (1972)
 AX0359
 AX0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972
 AX0359'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 AX0359'HEAVY CREOSOTED TIMBERS HAVE BEEN PLACED OVER THE MARK, AND THERE IS
 AX0359'NO WAY TO TELL IF MARK IS THERE OR NOT.
 AX0359
 AX0359                          STATION RECOVERY (1984)
 AX0359
 AX0359'RECOVERY NOTE BY US POWER SQUADRON 1984
 AX0359'RECOVERED IN GOOD CONDITION.
 AX0359
 AX0359                          STATION RECOVERY (1987)
 AX0359
 AX0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0359'NOT RECOVERED.
 AX0359
 AX0359                          STATION RECOVERY (1998)
 AX0359
 AX0359'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0343 ***********************************************************************
 BL0343  DESIGNATION -  W 308
 BL0343  PID         -  BL0343
 BL0343  STATE/COUNTY-  TX/HARDIN
 BL0343  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0343
 BL0343                         *CURRENT SURVEY CONTROL
 BL0343  ___________________________________________________________________
 BL0343* NAD 83(1986)-  30 23 29.     (N)    094 24 44.     (W)     SCALED    
 BL0343* NAVD 88     -        30.18   (+/-2cm)      99.0    (feet)  VERTCON   
 BL0343  ___________________________________________________________________
 BL0343  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0343
 BL0343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0343
 BL0343.The horizontal coordinates were scaled from a topographic map and have
 BL0343.an estimated accuracy of +/- 6 seconds.
 BL0343
 BL0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0343.The vertical order pertains to the NGVD 29 superseded value.
 BL0343
 BL0343.The geoid height was determined by GEOID03.
 BL0343
 BL0343;                    North         East    Units  Estimated Accuracy
 BL0343;SPC TX C     - 3,095,480.    1,268,750.      MT  (+/- 180 meters Scaled)
 BL0343
 BL0343                          SUPERSEDED SURVEY CONTROL
 BL0343
 BL0343  NGVD 29 (??/??/92)   30.180  (m)           99.02   (f) ADJ UNCH    2 0
 BL0343
 BL0343.Superseded values are not recommended for survey control.
 BL0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0343.See file dsdata.txt to determine how the superseded data were derived.
 BL0343
 BL0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP643630(NAD 83)
 BL0343_MARKER: DB = BENCH MARK DISK
 BL0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0343_STAMPING: W 308 1935
 BL0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0343+STABILITY: SURFACE MOTION
 BL0343
 BL0343  HISTORY     - Date     Condition        Report By
 BL0343  HISTORY     - 1935     MONUMENTED       CGS
 BL0343  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0343
 BL0343                          STATION DESCRIPTION
 BL0343
 BL0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL0343'1.9 MI E FROM HONEY ISLAND.
 BL0343'1.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0343'STATION AT HONEY ISLAND, HARDIN COUNTY, 0.6 MILE WEST OF MILEPOST 138,
 BL0343'AT A ROAD CROSSING, 94 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 BL0343'AT THE NORTHEAST CORNER OF A FENCE.  A STANDARD DISK, STAMPED W 308
 BL0343'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BL0343
 BL0343                          STATION RECOVERY (1998)
 BL0343
 BL0343'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2521 ***********************************************************************
 AW2521  DESIGNATION -  W 309
 AW2521  PID         -  AW2521
 AW2521  STATE/COUNTY-  TX/CHAMBERS
 AW2521  USGS QUAD   -  STOWELL (1993)
 AW2521
 AW2521                         *CURRENT SURVEY CONTROL
 AW2521  ___________________________________________________________________
 AW2521* NAD 83(1986)-  29 46 33.     (N)    094 22 38.     (W)     SCALED    
 AW2521* NAVD 88     -         6.49   (+/-2cm)      21.3    (feet)  VERTCON   
 AW2521  ___________________________________________________________________
 AW2521  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2521
 AW2521  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2521
 AW2521.The horizontal coordinates were scaled from a topographic map and have
 AW2521.an estimated accuracy of +/- 6 seconds.
 AW2521
 AW2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2521.The vertical order pertains to the NGVD 29 superseded value.
 AW2521
 AW2521.The geoid height was determined by GEOID03.
 AW2521
 AW2521;                    North         East    Units  Estimated Accuracy
 AW2521;SPC TXSC     - 4,224,120.    1,046,870.      MT  (+/- 180 meters Scaled)
 AW2521
 AW2521                          SUPERSEDED SURVEY CONTROL
 AW2521
 AW2521  NGVD 29 (??/??/92)    6.491  (m)           21.30   (f) ADJ UNCH    1 2
 AW2521
 AW2521.Superseded values are not recommended for survey control.
 AW2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2521.See file dsdata.txt to determine how the superseded data were derived.
 AW2521
 AW2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN668947(NAD 83)
 AW2521_MARKER: DB = BENCH MARK DISK
 AW2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2521_STAMPING: W 309 1935 21.614
 AW2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2521+STABILITY: SURFACE MOTION
 AW2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2521+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AW2521
 AW2521  HISTORY     - Date     Condition        Report By
 AW2521  HISTORY     - 1935     MONUMENTED       CGS
 AW2521  HISTORY     - 1958     GOOD             NGS
 AW2521  HISTORY     - 19890409 POOR             USPSQD
 AW2521  HISTORY     - 19960908 GOOD             USPSQD
 AW2521  HISTORY     - 20010331 GOOD             NGS
 AW2521  HISTORY     - 20030211 GOOD             USPSQD
 AW2521  HISTORY     - 20040310 GOOD             USPSQD
 AW2521  HISTORY     - 20050311 GOOD             USPSQD
 AW2521
 AW2521                          STATION DESCRIPTION
 AW2521
 AW2521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2521'1.15 MI S FROM STOWELL.
 AW2521'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2521'STOWELL, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ACROSS THE
 AW2521'HIGHWAY FROM A HOUSE, 36 FEET WEST OF THE WEST RAIL OF THE GULF,
 AW2521'COLORADO AND SANTA FE RAILROAD, 1 1/2 FEET NORTH OF A TELEPHONE POLE,
 AW2521'IN LINE WITH THE ROW OF POLES, 1 FOOT EAST OF A METAL WITNESS POST,
 AW2521'ABOUT LEVEL WITH THE HIGHWAY AND THE TRACKS, AND IN THE TOP OF A
 AW2521'CONCRETE POST PROJECTING 6 INCHES.
 AW2521
 AW2521                          STATION RECOVERY (1989)
 AW2521
 AW2521'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2521'MARK RECOVERED IN POOR CONDITION.
 AW2521
 AW2521                          STATION RECOVERY (1996)
 AW2521
 AW2521'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2521'RECOVERED IN GOOD CONDITION.
 AW2521
 AW2521                          STATION RECOVERY (2001)
 AW2521
 AW2521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2521'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2521
 AW2521                          STATION RECOVERY (2003)
 AW2521
 AW2521'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2521'RECOVERED IN GOOD CONDITION.
 AW2521
 AW2521                          STATION RECOVERY (2004)
 AW2521
 AW2521'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2521'RECOVERED IN GOOD CONDITION.
 AW2521
 AW2521                          STATION RECOVERY (2005)
 AW2521
 AW2521'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0441 ***********************************************************************
 AV0441  DESIGNATION -  W 310
 AV0441  PID         -  AV0441
 AV0441  STATE/COUNTY-  TX/JEFFERSON
 AV0441  USGS QUAD   -  SABINE PASS (1993)
 AV0441
 AV0441                         *CURRENT SURVEY CONTROL
 AV0441  ___________________________________________________________________
 AV0441* NAD 83(1986)-  29 42 58.     (N)    093 54 43.     (W)     SCALED    
 AV0441* NAVD 88     -         2.12   (+/-2cm)       7.0    (feet)  VERTCON   
 AV0441  ___________________________________________________________________
 AV0441  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AV0441
 AV0441  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0441
 AV0441.The horizontal coordinates were scaled from a topographic map and have
 AV0441.an estimated accuracy of +/- 6 seconds.
 AV0441
 AV0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0441.The vertical order pertains to the NGVD 29 superseded value.
 AV0441
 AV0441.The geoid height was determined by GEOID03.
 AV0441
 AV0441;                    North         East    Units  Estimated Accuracy
 AV0441;SPC TXSC     - 4,219,370.    1,092,110.      MT  (+/- 180 meters Scaled)
 AV0441
 AV0441                          SUPERSEDED SURVEY CONTROL
 AV0441
 AV0441  NGVD 29 (??/??/??)    2.113  (m)            6.93   (f) ADJUSTED    1 2
 AV0441
 AV0441.Superseded values are not recommended for survey control.
 AV0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0441.See file dsdata.txt to determine how the superseded data were derived.
 AV0441
 AV0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN117876(NAD 83)
 AV0441_MARKER: DB = BENCH MARK DISK
 AV0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0441_STAMPING: W 310 1935
 AV0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0441+STABILITY: SURFACE MOTION
 AV0441
 AV0441  HISTORY     - Date     Condition        Report By
 AV0441  HISTORY     - 1935     MONUMENTED       CGS
 AV0441  HISTORY     - 1958     GOOD             CGS
 AV0441  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0441  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0441  HISTORY     - 1989     GOOD             USPSQD
 AV0441  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0441  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0441  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0441
 AV0441                          STATION DESCRIPTION
 AV0441
 AV0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0441'1.55 MI SW FROM SABINE PASS.
 AV0441'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0441'DOWLING MONUMENT AT SABINE PASS, 32 FEEET SOUTHEAST OF THE CENTER LINE
 AV0441'OF THE HIGHWAY, ABOUT 0.5 MILE SOUTHWEST OF A GROUP OF OIL STORAGE
 AV0441'TANKS, 131 FEET NORTHEAST OF A POWER POLE, 70 FEET NORTH OF A FORKED
 AV0441'WILLOW TREE, 1/2 FOOT NORTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A
 AV0441'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 AV0441'CONCRETE POST PROJECTING 4 INCHES.
 AV0441
 AV0441                          STATION RECOVERY (1984)
 AV0441
 AV0441'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0441'MARK NOT FOUND.
 AV0441
 AV0441                          STATION RECOVERY (1987)
 AV0441
 AV0441'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0441'MARK NOT FOUND.
 AV0441
 AV0441                          STATION RECOVERY (1989)
 AV0441
 AV0441'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0441'RECOVERED IN GOOD CONDITION.
 AV0441
 AV0441                          STATION RECOVERY (1989)
 AV0441
 AV0441'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0441'MARK NOT FOUND.
 AV0441
 AV0441                          STATION RECOVERY (1989)
 AV0441
 AV0441'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AV0441'MARK NOT FOUND.
 AV0441
 AV0441                          STATION RECOVERY (1993)
 AV0441
 AV0441'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0313 ***********************************************************************
 BM0313  DESIGNATION -  W 311
 BM0313  PID         -  BM0313
 BM0313  STATE/COUNTY-  TX/MILAM
 BM0313  USGS QUAD   -  HICKS (1988)
 BM0313
 BM0313                         *CURRENT SURVEY CONTROL
 BM0313  ___________________________________________________________________
 BM0313* NAD 83(1986)-  30 32 44.     (N)    096 59 24.     (W)     SCALED    
 BM0313* NAVD 88     -       126.62   (+/-2cm)     415.4    (feet)  VERTCON   
 BM0313  ___________________________________________________________________
 BM0313  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0313
 BM0313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0313
 BM0313.The horizontal coordinates were scaled from a topographic map and have
 BM0313.an estimated accuracy of +/- 6 seconds.
 BM0313
 BM0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0313.The vertical order pertains to the NGVD 29 superseded value.
 BM0313
 BM0313.The geoid height was determined by GEOID03.
 BM0313
 BM0313;                    North         East    Units  Estimated Accuracy
 BM0313;SPC TX C     - 3,102,250.    1,020,730.      MT  (+/- 180 meters Scaled)
 BM0313
 BM0313                          SUPERSEDED SURVEY CONTROL
 BM0313
 BM0313  NGVD 29 (??/??/92)  126.558  (m)          415.22   (f) ADJ UNCH    2 0
 BM0313
 BM0313.Superseded values are not recommended for survey control.
 BM0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0313.See file dsdata.txt to determine how the superseded data were derived.
 BM0313
 BM0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU928809(NAD 83)
 BM0313_MARKER: DB = BENCH MARK DISK
 BM0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0313_STAMPING: W 311 1935
 BM0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0313+STABILITY: SURFACE MOTION
 BM0313
 BM0313  HISTORY     - Date     Condition        Report By
 BM0313  HISTORY     - 1935     MONUMENTED       CGS
 BM0313  HISTORY     - 1976     GOOD             LOCSUR
 BM0313  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0313
 BM0313                          STATION DESCRIPTION
 BM0313
 BM0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0313'7.9 MI S FROM ROCKDALE.
 BM0313'7.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0313'TEXAS AND NEW ORLEANS RAILROAD) FROM THE STATION AT ROCKDALE, 0.5 MILE
 BM0313'NORTH OF THE HICKS STATION, 210 YARDS SOUTH OF MILEPOST 95, AT A ROAD
 BM0313'CROSSING, 46 FEET WEST OF THE CENTERLINE OF THE TRACK, AND IN A FENCE
 BM0313'CORNER.  A STANDARD DISK, STAMPED W 311 1935 AND SET IN THE TOP OF A
 BM0313'CONCRETE POST.
 BM0313
 BM0313                          STATION RECOVERY (1976)
 BM0313
 BM0313'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 BM0313'RECOVERED IN GOOD CONDITION.
 BM0313
 BM0313                          STATION RECOVERY (1999)
 BM0313
 BM0313'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1301 ***********************************************************************
 BL1301  DESIGNATION -  W 312
 BL1301  PID         -  BL1301
 BL1301  STATE/COUNTY-  TX/MONTGOMERY
 BL1301  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1301
 BL1301                         *CURRENT SURVEY CONTROL
 BL1301  ___________________________________________________________________
 BL1301* NAD 83(1986)-  30 18 49.     (N)    095 21 48.     (W)     SCALED    
 BL1301* NAVD 88     -        59.16   (+/-2cm)     194.1    (feet)  VERTCON   
 BL1301  ___________________________________________________________________
 BL1301  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1301
 BL1301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1301
 BL1301.The horizontal coordinates were scaled from a topographic map and have
 BL1301.an estimated accuracy of +/- 6 seconds.
 BL1301
 BL1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1301.The vertical order pertains to the NGVD 29 superseded value.
 BL1301
 BL1301.The geoid height was determined by GEOID03.
 BL1301
 BL1301;                    North         East    Units  Estimated Accuracy
 BL1301;SPC TX C     - 3,082,390.    1,177,840.      MT  (+/- 180 meters Scaled)
 BL1301
 BL1301                          SUPERSEDED SURVEY CONTROL
 BL1301
 BL1301  NGVD 29 (??/??/92)   59.167  (m)          194.12   (f) ADJ UNCH    2 0
 BL1301
 BL1301.Superseded values are not recommended for survey control.
 BL1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1301.See file dsdata.txt to determine how the superseded data were derived.
 BL1301
 BL1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP727559(NAD 83)
 BL1301_MARKER: DB = BENCH MARK DISK
 BL1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1301_STAMPING: W 312 1935
 BL1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1301+STABILITY: SURFACE MOTION
 BL1301
 BL1301  HISTORY     - Date     Condition        Report By
 BL1301  HISTORY     - 1935     MONUMENTED       CGS
 BL1301  HISTORY     - 1954     GOOD             NGS
 BL1301
 BL1301                          STATION DESCRIPTION
 BL1301
 BL1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1301'5.9 MI E FROM CONROE.
 BL1301'5.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1301'STATION AT CONROE, 4 1/2 POLES WEST OF MILEPOST 78, AT THE CROSSING OF
 BL1301'FARM ROAD 1485, 44.6 FEET NORTH OF THE NORTH RAIL, 64 FEET EAST OF THE
 BL1301'CENTER LINE OF THE FARM ROAD, 35 FEET SOUTH OF THE CENTER LINE OF A
 BL1301'DIRT ROAD LEADING EAST, 77 FEET NORTHWEST OF A TELEPHONE POLE, SET IN
 BL1301'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0026 ***********************************************************************
 BM0026  DESIGNATION -  W 313
 BM0026  PID         -  BM0026
 BM0026  STATE/COUNTY-  TX/BRAZOS
 BM0026  USGS QUAD   -  WELLBORN (1980)
 BM0026
 BM0026                         *CURRENT SURVEY CONTROL
 BM0026  ___________________________________________________________________
 BM0026* NAD 83(1986)-  30 34 42.     (N)    096 19 09.     (W)     SCALED    
 BM0026* NAVD 88     -        89.01   (+/-2cm)     292.0    (feet)  VERTCON   
 BM0026  ___________________________________________________________________
 BM0026  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BM0026
 BM0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0026
 BM0026.The horizontal coordinates were scaled from a topographic map and have
 BM0026.an estimated accuracy of +/- 6 seconds.
 BM0026
 BM0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0026.The vertical order pertains to the NGVD 29 superseded value.
 BM0026
 BM0026.The geoid height was determined by GEOID03.
 BM0026
 BM0026;                    North         East    Units  Estimated Accuracy
 BM0026;SPC TX C     - 3,108,010.    1,084,930.      MT  (+/- 180 meters Scaled)
 BM0026
 BM0026                          SUPERSEDED SURVEY CONTROL
 BM0026
 BM0026  NGVD 29 (??/??/92)   88.983  (m)          291.94   (f) ADJ UNCH    2 0
 BM0026
 BM0026.Superseded values are not recommended for survey control.
 BM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0026.See file dsdata.txt to determine how the superseded data were derived.
 BM0026
 BM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU570859(NAD 83)
 BM0026_MARKER: DB = BENCH MARK DISK
 BM0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0026_STAMPING: W 313 1935
 BM0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0026+STABILITY: SURFACE MOTION
 BM0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0026+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 BM0026
 BM0026  HISTORY     - Date     Condition        Report By
 BM0026  HISTORY     - 1935     MONUMENTED       CGS
 BM0026  HISTORY     - 1939     GOOD             NGS
 BM0026  HISTORY     - 1944     GOOD             NGS
 BM0026  HISTORY     - 20040201 GOOD             GEOCAC
 BM0026
 BM0026                          STATION DESCRIPTION
 BM0026
 BM0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BM0026'2.6 MI SE FROM COLLEGE STATION.
 BM0026'2.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0026'STATION AT COLLEGE STATION, BRAZOS COUNTY, ABOUT 110 YARDS NORTHWEST
 BM0026'OF MILEPOST 92, 34 YARDS WEST OF THE CENTERLINE OF THE TRACK, 11 YARDS
 BM0026'WEST OF THE CENTERLINE OF MILLICAN ROAD, AND 6 YARDS SOUTH OF THE
 BM0026'CENTER OF THE JUNCTION OF A ROAD LEADING WEST.  A STANDARD DISK,
 BM0026'STAMPED W 313 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BM0026
 BM0026                          STATION RECOVERY (1944)
 BM0026
 BM0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BM0026'RECOVERED IN GOOD CONDITION.
 BM0026
 BM0026                          STATION RECOVERY (2004)
 BM0026
 BM0026'RECOVERY NOTE BY GEOCACHING 2004 (DMW)
 BM0026'MILLICAN ROAD IS NOW NAMED OLD WELLBORN ROAD. THE ROAD LEADING WEST IS
 BM0026'NOW NAMED CAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0550 ***********************************************************************
 AY0550  DESIGNATION -  W 314
 AY0550  PID         -  AY0550
 AY0550  STATE/COUNTY-  TX/WILSON
 AY0550  USGS QUAD   -  LA VERNIA (1962)
 AY0550
 AY0550                         *CURRENT SURVEY CONTROL
 AY0550  ___________________________________________________________________
 AY0550* NAD 83(1986)-  29 21 15.     (N)    098 06 31.     (W)     SCALED    
 AY0550* NAVD 88     -       144.93   (+/-2cm)     475.5    (feet)  VERTCON   
 AY0550  ___________________________________________________________________
 AY0550  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AY0550
 AY0550  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0550
 AY0550.The horizontal coordinates were scaled from a topographic map and have
 AY0550.an estimated accuracy of +/- 6 seconds.
 AY0550
 AY0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0550.The vertical order pertains to the NGVD 29 superseded value.
 AY0550
 AY0550.The geoid height was determined by GEOID03.
 AY0550
 AY0550;                    North         East    Units  Estimated Accuracy
 AY0550;SPC TXSC     - 4,168,880.      686,550.      MT  (+/- 180 meters Scaled)
 AY0550
 AY0550                          SUPERSEDED SURVEY CONTROL
 AY0550
 AY0550  NGVD 29 (??/??/92)  144.85   (m)          475.2    (f) COMPUTED    2 0
 AY0550
 AY0550.Superseded values are not recommended for survey control.
 AY0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0550.See file dsdata.txt to determine how the superseded data were derived.
 AY0550
 AY0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT865475(NAD 83)
 AY0550_MARKER: DD = SURVEY DISK
 AY0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0550_STAMPING: W 314 1935
 AY0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0550+STABILITY: SURFACE MOTION
 AY0550
 AY0550  HISTORY     - Date     Condition        Report By
 AY0550  HISTORY     - 1935     MONUMENTED       TXGS
 AY0550  HISTORY     - 1943     GOOD             NGS
 AY0550  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0550
 AY0550                          STATION DESCRIPTION
 AY0550
 AY0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0550'IN LAVERNIA.
 AY0550'BENCH MARK IS ABOUT 250.0 FEET WEST OF THE WEST END OF THE TEXAS AND
 AY0550'NEW ORLEANS RAILROAD STATION AT LAVERNIA, AND 64.0 FEET NORTH OF AND
 AY0550'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF A GRAVEL ROAD.  IT IS 22.7 FEET
 AY0550'NORTHWEST OF THE THIRD POLE WEST OF MILEPOST 115, 16.5 FEET SOUTH OF
 AY0550'AND ABOUT 0.7 FOOT BELOW THE SOUTH RAIL OF TRACK, AND 3.2 FEET WEST OF
 AY0550'A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT. A TEXAS
 AY0550'STATE SURVEY DISK SET IN A CONCRETE POST.
 AY0550
 AY0550                          STATION RECOVERY (1996)
 AY0550
 AY0550'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1640 ***********************************************************************
 AX1640  DESIGNATION -  W 315
 AX1640  PID         -  AX1640
 AX1640  STATE/COUNTY-  TX/DE WITT
 AX1640  USGS QUAD   -  WESTHOFF (1987)
 AX1640
 AX1640                         *CURRENT SURVEY CONTROL
 AX1640  ___________________________________________________________________
 AX1640* NAD 83(1986)-  29 11 54.     (N)    097 29 12.     (W)     SCALED    
 AX1640* NAVD 88     -        71.33   (+/-2cm)     234.0    (feet)  VERTCON   
 AX1640  ___________________________________________________________________
 AX1640  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AX1640
 AX1640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1640
 AX1640.The horizontal coordinates were scaled from a topographic map and have
 AX1640.an estimated accuracy of +/- 6 seconds.
 AX1640
 AX1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1640.The vertical order pertains to the NGVD 29 superseded value.
 AX1640
 AX1640.The geoid height was determined by GEOID03.
 AX1640
 AX1640;                    North         East    Units  Estimated Accuracy
 AX1640;SPC TXSC     - 4,152,230.      747,150.      MT  (+/- 180 meters Scaled)
 AX1640
 AX1640                          SUPERSEDED SURVEY CONTROL
 AX1640
 AX1640  NGVD 29 (??/??/92)   71.314  (m)          233.97   (f) ADJ UNCH    2 0
 AX1640
 AX1640.Superseded values are not recommended for survey control.
 AX1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1640.See file dsdata.txt to determine how the superseded data were derived.
 AX1640
 AX1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT471309(NAD 83)
 AX1640_MARKER: DB = BENCH MARK DISK
 AX1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1640_STAMPING: W 315 1935
 AX1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1640+STABILITY: SURFACE MOTION
 AX1640
 AX1640  HISTORY     - Date     Condition        Report By
 AX1640  HISTORY     - 1935     MONUMENTED       CGS
 AX1640  HISTORY     - 1943     GOOD             NGS
 AX1640
 AX1640                          STATION DESCRIPTION
 AX1640
 AX1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1640'1.0 MI W FROM WESTHOFF.
 AX1640'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1640'STATION AT WESTHOFF, PROCEED 1.0 MILE WESTERLY ALONG THE TRACK TO MILE
 AX1640'POST NO.70 AND SITE OF BENCH MARK.  BENCH MARK IS 58.0 FEET NORTH OF
 AX1640'THE CENTERLINE OF U.S. HIGHWAY NO. 87.  IT IS 50.8 FEET SOUTH OF AND
 AX1640'ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE TRACK, 18.1 FEET SOUTH OF
 AX1640'MILE POST NO. 70 AND 2.8 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1640'POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1873 ***********************************************************************
 AX1873  DESIGNATION -  W 316
 AX1873  PID         -  AX1873
 AX1873  STATE/COUNTY-  TX/WILSON
 AX1873  USGS QUAD   -  STOCKDALE (1987)
 AX1873
 AX1873                         *CURRENT SURVEY CONTROL
 AX1873  ___________________________________________________________________
 AX1873* NAD 83(1986)-  29 11 19.     (N)    097 55 40.     (W)     SCALED    
 AX1873* NAVD 88     -       138.84   (+/-2cm)     455.5    (feet)  VERTCON   
 AX1873  ___________________________________________________________________
 AX1873  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AX1873
 AX1873  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1873
 AX1873.The horizontal coordinates were scaled from a topographic map and have
 AX1873.an estimated accuracy of +/- 6 seconds.
 AX1873
 AX1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1873.The vertical order pertains to the NGVD 29 superseded value.
 AX1873
 AX1873.The geoid height was determined by GEOID03.
 AX1873
 AX1873;                    North         East    Units  Estimated Accuracy
 AX1873;SPC TXSC     - 4,150,680.      704,270.      MT  (+/- 180 meters Scaled)
 AX1873
 AX1873                          SUPERSEDED SURVEY CONTROL
 AX1873
 AX1873  NGVD 29 (??/??/92)  138.789  (m)          455.34   (f) ADJ UNCH    2 0
 AX1873
 AX1873.Superseded values are not recommended for survey control.
 AX1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1873.See file dsdata.txt to determine how the superseded data were derived.
 AX1873
 AX1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT042293(NAD 83)
 AX1873_MARKER: DB = BENCH MARK DISK
 AX1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1873_STAMPING: W-316 1935
 AX1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1873+STABILITY: SURFACE MOTION
 AX1873
 AX1873  HISTORY     - Date     Condition        Report By
 AX1873  HISTORY     - 1935     MONUMENTED       CGS
 AX1873  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1873
 AX1873                          STATION DESCRIPTION
 AX1873
 AX1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1873'3.8 MI S FROM STOCKDALE.
 AX1873'3.8 MILES SOUTH OF AND ALONG ROAD TO KOSCIUSKO.  0.6 ON 123, THENCE
 AX1873'3.2 ON OLD ROAD.  AT A T-ROAD EAST.  50 FT. EAST OF CENTER LIEN OF ST.
 AX1873'HIGHWAY 123.  25 FT. SOUTH OF CENTERLINE OF T-ROAD EAST.  1 MILE NORTH
 AX1873'OF DENHAWKEN STORE.
 AX1873
 AX1873                          STATION RECOVERY (1996)
 AX1873
 AX1873'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1961 ***********************************************************************
 BY1961  DESIGNATION -  W 318
 BY1961  PID         -  BY1961
 BY1961  STATE/COUNTY-  TX/MADISON
 BY1961  USGS QUAD   -  SAND RIDGE (1972)
 BY1961
 BY1961                         *CURRENT SURVEY CONTROL
 BY1961  ___________________________________________________________________
 BY1961* NAD 83(1986)-  31 02 42.     (N)    095 43 52.     (W)     SCALED    
 BY1961* NAVD 88     -        55.84   (+/-2cm)     183.2    (feet)  VERTCON   
 BY1961  ___________________________________________________________________
 BY1961  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY1961
 BY1961  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1961
 BY1961.The horizontal coordinates were scaled from a topographic map and have
 BY1961.an estimated accuracy of +/- 6 seconds.
 BY1961
 BY1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1961.The vertical order pertains to the NGVD 29 superseded value.
 BY1961
 BY1961.The geoid height was determined by GEOID03.
 BY1961
 BY1961;                    North         East    Units  Estimated Accuracy
 BY1961;SPC TX C     - 3,161,880.    1,139,150.      MT  (+/- 180 meters Scaled)
 BY1961
 BY1961                          SUPERSEDED SURVEY CONTROL
 BY1961
 BY1961  NGVD 29 (??/??/92)   55.843  (m)          183.21   (f) ADJ UNCH    2 0
 BY1961
 BY1961.Superseded values are not recommended for survey control.
 BY1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1961.See file dsdata.txt to determine how the superseded data were derived.
 BY1961
 BY1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ393377(NAD 83)
 BY1961_MARKER: DB = BENCH MARK DISK
 BY1961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1961_SP_SET: BRIDGE
 BY1961_STAMPING: W 318 1935
 BY1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1961
 BY1961  HISTORY     - Date     Condition        Report By
 BY1961  HISTORY     - 1935     MONUMENTED       CGS
 BY1961  HISTORY     - 1947     GOOD             NGS
 BY1961  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1961
 BY1961                          STATION DESCRIPTION
 BY1961
 BY1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1961'1.75 MI NE FROM MIDWAY.
 BY1961'1.75 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BY1961'MIDWAY, AT THE NORTHEAST END OF A 22 FOOT CONCRETE BRIDGE OVER A SMALL
 BY1961'CREEK, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BY1961'TOP OF THE WEST END OF THE EAST WINGWALL OF A CONCRETE BRIDGE.
 BY1961
 BY1961                          STATION RECOVERY (1996)
 BY1961
 BY1961'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0520 ***********************************************************************
 BZ0520  DESIGNATION -  W 319
 BZ0520  PID         -  BZ0520
 BZ0520  STATE/COUNTY-  TX/FALLS
 BZ0520  USGS QUAD   -  MARLIN (1978)
 BZ0520
 BZ0520                         *CURRENT SURVEY CONTROL
 BZ0520  ___________________________________________________________________
 BZ0520* NAD 83(1986)-  31 16 56.     (N)    096 52 40.     (W)     SCALED    
 BZ0520* NAVD 88     -       114.42   (+/-2cm)     375.4    (feet)  VERTCON   
 BZ0520  ___________________________________________________________________
 BZ0520  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BZ0520
 BZ0520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0520
 BZ0520.The horizontal coordinates were scaled from a topographic map and have
 BZ0520.an estimated accuracy of +/- 6 seconds.
 BZ0520
 BZ0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0520.The vertical order pertains to the NGVD 29 superseded value.
 BZ0520
 BZ0520.The geoid height was determined by GEOID03.
 BZ0520
 BZ0520;                    North         East    Units  Estimated Accuracy
 BZ0520;SPC TX C     - 3,184,200.    1,028,960.      MT  (+/- 180 meters Scaled)
 BZ0520
 BZ0520                          SUPERSEDED SURVEY CONTROL
 BZ0520
 BZ0520  NGVD 29 (??/??/92)  114.380  (m)          375.26   (f) ADJ UNCH    2 0
 BZ0520
 BZ0520.Superseded values are not recommended for survey control.
 BZ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0520.See file dsdata.txt to determine how the superseded data were derived.
 BZ0520
 BZ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV020628(NAD 83)
 BZ0520_MARKER: DB = BENCH MARK DISK
 BZ0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0520_STAMPING: W 319 1935
 BZ0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0520+STABILITY: SURFACE MOTION
 BZ0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0520+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 BZ0520
 BZ0520  HISTORY     - Date     Condition        Report By
 BZ0520  HISTORY     - 1935     MONUMENTED       CGS
 BZ0520  HISTORY     - 20010317 GOOD             USPSQD
 BZ0520  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0520  HISTORY     - 20050117 GOOD             INDIV
 BZ0520
 BZ0520                          STATION DESCRIPTION
 BZ0520
 BZ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0520'1.9 MI S FROM MARLIN.
 BZ0520'1.9 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0520'STATION AT MARLIN, FALLS COUNTY, ABOUT 214 YARDS SOUTH OF MILEPOST 16,
 BZ0520'AT A ROAD CROSSING, 51 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 BZ0520'32 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 BZ0520'W 319 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BZ0520
 BZ0520                          STATION RECOVERY (2001)
 BZ0520
 BZ0520'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0520'RECOVERED IN GOOD CONDITION.
 BZ0520
 BZ0520                          STATION RECOVERY (2003)
 BZ0520
 BZ0520'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ0520'MARK NOT FOUND.
 BZ0520
 BZ0520                          STATION RECOVERY (2005)
 BZ0520
 BZ0520'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SRB)
 BZ0520'THE RAILROAD IS ABANDONED AND THE TRACK HAS BEEN REMOVED, THE MARK IS
 BZ0520'IN GOOD CONDITION EXCEPT THAT THE DESIGNATION STAMP (W 319) IS SCARRED
 BZ0520'AND UNREADABLE. I IDENTIFIED THE STA FROM THE DATA SHEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0082 ***********************************************************************
 AP0082  DESIGNATION -  W 32
 AP0082  PID         -  AP0082
 AP0082  STATE/COUNTY-  TX/MAVERICK
 AP0082  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0082
 AP0082                         *CURRENT SURVEY CONTROL
 AP0082  ___________________________________________________________________
 AP0082* NAD 83(1986)-  28 43 24.     (N)    100 29 41.     (W)     SCALED    
 AP0082* NAVD 88     -       236.124  (meters)     774.68   (feet)  POSTED    
 AP0082  ___________________________________________________________________
 AP0082  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AP0082  DYNAMIC HT  -         235.770 (meters)     773.52  (feet)  COMP
 AP0082  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 AP0082
 AP0082  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AP0082
 AP0082.The horizontal coordinates were scaled from a topographic map and have
 AP0082.an estimated accuracy of +/- 6 seconds.
 AP0082
 AP0082.The orthometric height was determined by differential leveling
 AP0082.and adjusted by the National Geodetic Survey in 1992..
 AP0082.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AP0082.rate of 2.1 thru 3.0 mm/km.
 AP0082
 AP0082.The geoid height was determined by GEOID03.
 AP0082
 AP0082.The dynamic height is computed by dividing the NAVD 88
 AP0082.geopotential number by the normal gravity value computed on the
 AP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0082.degrees latitude (g = 980.6199 gals.).
 AP0082
 AP0082.The modeled gravity was interpolated from observed gravity values.
 AP0082
 AP0082;                    North         East    Units  Estimated Accuracy
 AP0082;SPC TXSC     - 4,099,570.      453,990.      MT  (+/- 180 meters Scaled)
 AP0082
 AP0082                          SUPERSEDED SURVEY CONTROL
 AP0082
 AP0082.No superseded survey control is available for this station.
 AP0082
 AP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS540782(NAD 83)
 AP0082_MARKER: DB = BENCH MARK DISK
 AP0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0082_STAMPING: ELEV 774.227 FT W 32 1917
 AP0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0082+STABILITY: SURFACE MOTION
 AP0082
 AP0082  HISTORY     - Date     Condition        Report By
 AP0082  HISTORY     - 1917     MONUMENTED       CGS
 AP0082  HISTORY     - 1934     GOOD             NGS
 AP0082  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0082
 AP0082                          STATION DESCRIPTION
 AP0082
 AP0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AP0082'1.2 MI N FROM EAGLE PASS.
 AP0082'1.2 MILES NORTH ALONG THE T AND NORR FROM EAGLE PASS MAVERICK CO.,
 AP0082'BETWEEN THE SECOND AND 3RD POLES NORTH OF MILEPOST 32, AND 50 FT. EAST
 AP0082'OF THE TRACK.  A ST. DISK SET IN THE TOP OF A CONCRETE POST.
 AP0082
 AP0082                          STATION RECOVERY (1982)
 AP0082
 AP0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0082'NOT RECOVERED, NEW RAILROAD BED, DIRT PILED SIX FT. HIGH IN MARK AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0538 ***********************************************************************
 BZ0538  DESIGNATION -  W 320
 BZ0538  PID         -  BZ0538
 BZ0538  STATE/COUNTY-  TX/LIMESTONE
 BZ0538  USGS QUAD   -  THORNTON (1966)
 BZ0538
 BZ0538                         *CURRENT SURVEY CONTROL
 BZ0538  ___________________________________________________________________
 BZ0538* NAD 83(1986)-  31 24 39.     (N)    096 34 26.     (W)     SCALED    
 BZ0538* NAVD 88     -       149.09   (+/-2cm)     489.1    (feet)  VERTCON   
 BZ0538  ___________________________________________________________________
 BZ0538  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 BZ0538
 BZ0538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0538
 BZ0538.The horizontal coordinates were scaled from a topographic map and have
 BZ0538.an estimated accuracy of +/- 6 seconds.
 BZ0538
 BZ0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0538.The vertical order pertains to the NGVD 29 superseded value.
 BZ0538
 BZ0538.The geoid height was determined by GEOID03.
 BZ0538
 BZ0538;                    North         East    Units  Estimated Accuracy
 BZ0538;SPC TX C     - 3,199,390.    1,057,390.      MT  (+/- 180 meters Scaled)
 BZ0538
 BZ0538                          SUPERSEDED SURVEY CONTROL
 BZ0538
 BZ0538  NGVD 29 (??/??/92)  149.044  (m)          488.99   (f) ADJ UNCH    2 0
 BZ0538
 BZ0538.Superseded values are not recommended for survey control.
 BZ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0538.See file dsdata.txt to determine how the superseded data were derived.
 BZ0538
 BZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV306776(NAD 83)
 BZ0538_MARKER: DB = BENCH MARK DISK
 BZ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0538_STAMPING: W 320 1935
 BZ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0538+STABILITY: SURFACE MOTION
 BZ0538
 BZ0538  HISTORY     - Date     Condition        Report By
 BZ0538  HISTORY     - 1935     MONUMENTED       CGS
 BZ0538  HISTORY     - 1942     GOOD             NGS
 BZ0538
 BZ0538                          STATION DESCRIPTION
 BZ0538
 BZ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0538'IN THORNTON.
 BZ0538'AT THORNTON AND ALONG THE SOUTHERN PACIFIC RR 128 YARDS S OF THE
 BZ0538'DEPOT.  32 FEET E OF CENTER OF MAIN TRACK AND IN LINE WITH A ROW OF
 BZ0538'POLES.
 BZ0538
 BZ0538                          STATION RECOVERY (1942)
 BZ0538
 BZ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BZ0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0736 ***********************************************************************
 BZ0736  DESIGNATION -  W 321 MKTRR
 BZ0736  PID         -  BZ0736
 BZ0736  STATE/COUNTY-  TX/MCLENNAN
 BZ0736  USGS QUAD   -  WACO WEST (1975)
 BZ0736
 BZ0736                         *CURRENT SURVEY CONTROL
 BZ0736  ___________________________________________________________________
 BZ0736* NAD 83(1986)-  31 32 24.     (N)    097 08 43.     (W)     SCALED    
 BZ0736* NAVD 88     -       135.775  (meters)     445.46   (feet)  ADJUSTED  
 BZ0736  ___________________________________________________________________
 BZ0736  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ0736  DYNAMIC HT  -         135.605 (meters)     444.90  (feet)  COMP
 BZ0736  MODELED GRAV-     979,382.8   (mgal)                       NAVD 88
 BZ0736
 BZ0736  VERT ORDER  -  FIRST     CLASS II
 BZ0736
 BZ0736.The horizontal coordinates were scaled from a topographic map and have
 BZ0736.an estimated accuracy of +/- 6 seconds.
 BZ0736
 BZ0736.The orthometric height was determined by differential leveling
 BZ0736.and adjusted by the National Geodetic Survey in June 1991..
 BZ0736
 BZ0736.The geoid height was determined by GEOID03.
 BZ0736
 BZ0736.The dynamic height is computed by dividing the NAVD 88
 BZ0736.geopotential number by the normal gravity value computed on the
 BZ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0736.degrees latitude (g = 980.6199 gals.).
 BZ0736
 BZ0736.The modeled gravity was interpolated from observed gravity values.
 BZ0736
 BZ0736;                    North         East    Units  Estimated Accuracy
 BZ0736;SPC TX C     - 3,212,010.    1,002,680.      MT  (+/- 180 meters Scaled)
 BZ0736
 BZ0736                          SUPERSEDED SURVEY CONTROL
 BZ0736
 BZ0736  NGVD 29 (??/??/92)  135.716  (m)          445.26   (f) ADJ UNCH    1 2
 BZ0736
 BZ0736.Superseded values are not recommended for survey control.
 BZ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0736.See file dsdata.txt to determine how the superseded data were derived.
 BZ0736
 BZ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV760909(NAD 83)
 BZ0736_MARKER: DB = BENCH MARK DISK
 BZ0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0736_SP_SET: CULVERT
 BZ0736_STAMPING: W 321 1935
 BZ0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0736
 BZ0736  HISTORY     - Date     Condition        Report By
 BZ0736  HISTORY     - 1935     MONUMENTED       MKTRR
 BZ0736  HISTORY     - 1956     GOOD             NGS
 BZ0736  HISTORY     - 1980     POOR             NGS
 BZ0736  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 BZ0736
 BZ0736                          STATION DESCRIPTION
 BZ0736
 BZ0736'DESCRIBED BY MISSOURI KANSAS TEXAS RAILROAD 1935
 BZ0736'1.2 MI S FROM WACO.
 BZ0736'1.2 MILES SOUTH OF STATION AND ALONG THE M.K.T.R.R.  SET HORIZONTAL IN
 BZ0736'THE WEST END OF THE NORTH HEADWALL OF CONCRETE R.R. CULVERT ABOUT 49
 BZ0736'YARDS EAST OF THE WILLIAM CAMERON LUMBER MILL CO.  (DISK STAMPED W 321
 BZ0736'1935 BY THIS PARTY).
 BZ0736
 BZ0736                          STATION RECOVERY (1956)
 BZ0736
 BZ0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BZ0736'RECOVERED IN GOOD CONDITION.
 BZ0736
 BZ0736                          STATION RECOVERY (1980)
 BZ0736
 BZ0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0736'IN WACO, AT THE JUNCTION OF JACKSON STREET AND 23RD STREET, AT THE
 BZ0736'EAST CORNER OF THE WILLIAM CAMERON LUMBER MILL COMPANY PROPERTY IN
 BZ0736'DOWNTOWN WACO, IN TOP OF THE WEST END OF THE NORTH HEADWALL OF A 16-M.
 BZ0736'LONG CULVERT UNDER THE MISSOURI KANSAS TEXAS RAILROAD, ALSO 0.4 KM.
 BZ0736'(0.25 MI.) NORTHEAST ALONG THE RAILROAD FROM THE CENTERLINE OF 26TH
 BZ0736'STREET.  NOTE-THE DISK WAS STAMPED BY A USC+GS PARTY IN 1935, NOT
 BZ0736'LEVELED TO THIS DATE, DISK HAS BEEN PARTIALLY DEFACED.
 BZ0736'THE MARK IS 0.1 M BELOW THE TRACKS.
 BZ0736
 BZ0736                          STATION RECOVERY (1991)
 BZ0736
 BZ0736'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0073 ***********************************************************************
 BN0073  DESIGNATION -  W 322
 BN0073  PID         -  BN0073
 BN0073  STATE/COUNTY-  TX/BLANCO
 BN0073  USGS QUAD   -  ROUND MOUNTAIN (1986)
 BN0073
 BN0073                         *CURRENT SURVEY CONTROL
 BN0073  ___________________________________________________________________
 BN0073* NAD 83(1986)-  30 23 36.     (N)    098 21 44.     (W)     SCALED    
 BN0073* NAVD 88     -       391.265  (meters)    1283.68   (feet)  ADJUSTED  
 BN0073  ___________________________________________________________________
 BN0073  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 BN0073  DYNAMIC HT  -         390.730 (meters)    1281.92  (feet)  COMP
 BN0073  MODELED GRAV-     979,262.5   (mgal)                       NAVD 88
 BN0073
 BN0073  VERT ORDER  -  SECOND    CLASS 0
 BN0073
 BN0073.The horizontal coordinates were scaled from a topographic map and have
 BN0073.an estimated accuracy of +/- 6 seconds.
 BN0073
 BN0073.The orthometric height was determined by differential leveling
 BN0073.and adjusted by the National Geodetic Survey in June 1991..
 BN0073
 BN0073.The geoid height was determined by GEOID03.
 BN0073
 BN0073.The dynamic height is computed by dividing the NAVD 88
 BN0073.geopotential number by the normal gravity value computed on the
 BN0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0073.degrees latitude (g = 980.6199 gals.).
 BN0073
 BN0073.The modeled gravity was interpolated from observed gravity values.
 BN0073
 BN0073;                    North         East    Units  Estimated Accuracy
 BN0073;SPC TX C     - 3,082,230.      889,410.      MT  (+/- 180 meters Scaled)
 BN0073
 BN0073                          SUPERSEDED SURVEY CONTROL
 BN0073
 BN0073  NGVD 29 (??/??/92)  391.189  (m)         1283.43   (f) ADJ UNCH    2 0
 BN0073
 BN0073.Superseded values are not recommended for survey control.
 BN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0073.See file dsdata.txt to determine how the superseded data were derived.
 BN0073
 BN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU612625(NAD 83)
 BN0073_MARKER: DB = BENCH MARK DISK
 BN0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0073_SP_SET: BRIDGE
 BN0073_STAMPING: W 322 1935
 BN0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0073
 BN0073  HISTORY     - Date     Condition        Report By
 BN0073  HISTORY     - 1935     MONUMENTED       CGS
 BN0073  HISTORY     - 1953     GOOD             NGS
 BN0073  HISTORY     - 1967     POOR             USGS
 BN0073
 BN0073                          STATION DESCRIPTION
 BN0073
 BN0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0073'8.95 MI N FROM JOHNSON CITY.
 BN0073'8.95 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0073'CITY, 12.9 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 BN0073'OF THE SOUTH END OF THE EAST CONCRETE GUARD RAIL OF A SMALL CONCRETE
 BN0073'BRIDGE.
 BN0073
 BN0073                          STATION RECOVERY (1967)
 BN0073
 BN0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0073'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0141 ***********************************************************************
 AO0141  DESIGNATION -  W 323
 AO0141  PID         -  AO0141
 AO0141  STATE/COUNTY-  TX/MCMULLEN
 AO0141  USGS QUAD   -  ZELLA (1968)
 AO0141
 AO0141                         *CURRENT SURVEY CONTROL
 AO0141  ___________________________________________________________________
 AO0141* NAD 83(1986)-  28 31 03.     (N)    098 47 53.     (W)     SCALED    
 AO0141* NAVD 88     -       108.915  (meters)     357.33   (feet)  ADJUSTED  
 AO0141  ___________________________________________________________________
 AO0141  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AO0141  DYNAMIC HT  -         108.753 (meters)     356.80  (feet)  COMP
 AO0141  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 AO0141
 AO0141  VERT ORDER  -  SECOND    CLASS 0
 AO0141
 AO0141.The horizontal coordinates were scaled from a topographic map and have
 AO0141.an estimated accuracy of +/- 6 seconds.
 AO0141
 AO0141.The orthometric height was determined by differential leveling
 AO0141.and adjusted by the National Geodetic Survey in June 1991..
 AO0141
 AO0141.The geoid height was determined by GEOID03.
 AO0141
 AO0141.The dynamic height is computed by dividing the NAVD 88
 AO0141.geopotential number by the normal gravity value computed on the
 AO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0141.degrees latitude (g = 980.6199 gals.).
 AO0141
 AO0141.The modeled gravity was interpolated from observed gravity values.
 AO0141
 AO0141;                    North         East    Units  Estimated Accuracy
 AO0141;SPC TXSC     - 4,075,840.      619,770.      MT  (+/- 180 meters Scaled)
 AO0141
 AO0141                          SUPERSEDED SURVEY CONTROL
 AO0141
 AO0141  NGVD 29 (??/??/92)  108.864  (m)          357.16   (f) ADJ UNCH    2 0
 AO0141
 AO0141.Superseded values are not recommended for survey control.
 AO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0141.See file dsdata.txt to determine how the superseded data were derived.
 AO0141
 AO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS197545(NAD 83)
 AO0141_MARKER: DB = BENCH MARK DISK
 AO0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0141_STAMPING: W 323 1935
 AO0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0141+STABILITY: SURFACE MOTION
 AO0141
 AO0141  HISTORY     - Date     Condition        Report By
 AO0141  HISTORY     - 1935     MONUMENTED       CGS
 AO0141  HISTORY     - 1968     GOOD             USGS
 AO0141
 AO0141                          STATION DESCRIPTION
 AO0141
 AO0141'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0141'3.8 MI N FROM FOWLERTON.
 AO0141'ONE BLOCK SOUTH FROM THE POST OFFICE AT FOWLERTON TO STATE HIGHWAY 97,
 AO0141'THENCE 3.8 MILES NORTH ALONG STATE HIGHWAY 97, 1.4 MILES NORTH OF
 AO0141'JUNCTION WITH STATE HIGHWAY 72, 870 FT. NORTH OF A FENCE CROSSING, 74
 AO0141'FT. WEST OF CENTER LINE OF HIGHWAY, A STANDARD DISK, STAMPED W 323
 AO0141'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0905 ***********************************************************************
 AY0905  DESIGNATION -  W 324
 AY0905  PID         -  AY0905
 AY0905  STATE/COUNTY-  TX/ATASCOSA
 AY0905  USGS QUAD   -  POTEET (1968)
 AY0905
 AY0905                         *CURRENT SURVEY CONTROL
 AY0905  ___________________________________________________________________
 AY0905* NAD 83(1986)-  29 05 47.     (N)    098 34 28.     (W)     SCALED    
 AY0905* NAVD 88     -       162.901  (meters)     534.45   (feet)  ADJUSTED  
 AY0905  ___________________________________________________________________
 AY0905  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AY0905  DYNAMIC HT  -         162.666 (meters)     533.68  (feet)  COMP
 AY0905  MODELED GRAV-     979,194.8   (mgal)                       NAVD 88
 AY0905
 AY0905  VERT ORDER  -  SECOND    CLASS 0
 AY0905
 AY0905.The horizontal coordinates were scaled from a topographic map and have
 AY0905.an estimated accuracy of +/- 6 seconds.
 AY0905
 AY0905.The orthometric height was determined by differential leveling
 AY0905.and adjusted by the National Geodetic Survey in June 1991..
 AY0905
 AY0905.The geoid height was determined by GEOID03.
 AY0905
 AY0905.The dynamic height is computed by dividing the NAVD 88
 AY0905.geopotential number by the normal gravity value computed on the
 AY0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0905.degrees latitude (g = 980.6199 gals.).
 AY0905
 AY0905.The modeled gravity was interpolated from observed gravity values.
 AY0905
 AY0905;                    North         East    Units  Estimated Accuracy
 AY0905;SPC TXSC     - 4,140,060.      641,420.      MT  (+/- 180 meters Scaled)
 AY0905
 AY0905                          SUPERSEDED SURVEY CONTROL
 AY0905
 AY0905  NGVD 29 (??/??/92)  162.829  (m)          534.21   (f) ADJ UNCH    2 0
 AY0905
 AY0905.Superseded values are not recommended for survey control.
 AY0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0905.See file dsdata.txt to determine how the superseded data were derived.
 AY0905
 AY0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT414187(NAD 83)
 AY0905_MARKER: DB = BENCH MARK DISK
 AY0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0905_STAMPING: W 324 1935
 AY0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0905+STABILITY: SURFACE MOTION
 AY0905
 AY0905  HISTORY     - Date     Condition        Report By
 AY0905  HISTORY     - 1935     MONUMENTED       CGS
 AY0905  HISTORY     - 1953     GOOD             NGS
 AY0905  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AY0905  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY0905
 AY0905                          STATION DESCRIPTION
 AY0905
 AY0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0905'4.0 MI N FROM POTEET.
 AY0905'4.0 MILES NORTH ALONG THE SAN ANTONIO SOUTHERN RAILROAD FROM THE
 AY0905'STATION AT POTEET, 3 POLES NORTH OF MILEPOST 16, 1 POLE NORTH OF A
 AY0905'PRIVATE ROAD CROSSING, 39.5 FEET EAST OF THE EAST RAIL, 1.9 FEET SOUTH
 AY0905'OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AY0905'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0905
 AY0905                          STATION RECOVERY (1997)
 AY0905
 AY0905'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0905'MARK NOT FOUND.
 AY0905
 AY0905                          STATION RECOVERY (2005)
 AY0905
 AY0905'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AY0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0231 ***********************************************************************
 BM0231  DESIGNATION -  W 325
 BM0231  PID         -  BM0231
 BM0231  STATE/COUNTY-  TX/WASHINGTON
 BM0231  USGS QUAD   -  BURTON (1989)
 BM0231
 BM0231                         *CURRENT SURVEY CONTROL
 BM0231  ___________________________________________________________________
 BM0231* NAD 83(1986)-  30 10 41.     (N)    096 37 10.     (W)     SCALED    
 BM0231* NAVD 88     -       150.66   (+/-2cm)     494.3    (feet)  VERTCON   
 BM0231  ___________________________________________________________________
 BM0231  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BM0231
 BM0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0231
 BM0231.The horizontal coordinates were scaled from a topographic map and have
 BM0231.an estimated accuracy of +/- 6 seconds.
 BM0231
 BM0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0231.The vertical order pertains to the NGVD 29 superseded value.
 BM0231
 BM0231.The geoid height was determined by GEOID03.
 BM0231
 BM0231;                    North         East    Units  Estimated Accuracy
 BM0231;SPC TX C     - 3,062,660.    1,057,630.      MT  (+/- 180 meters Scaled)
 BM0231
 BM0231                          SUPERSEDED SURVEY CONTROL
 BM0231
 BM0231  NGVD 29 (??/??/92)  150.611  (m)          494.13   (f) ADJ UNCH    2 0
 BM0231
 BM0231.Superseded values are not recommended for survey control.
 BM0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0231.See file dsdata.txt to determine how the superseded data were derived.
 BM0231
 BM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU292409(NAD 83)
 BM0231_MARKER: DB = BENCH MARK DISK
 BM0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0231_SP_SET: FOUNDATION
 BM0231_STAMPING: W 325 1935
 BM0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0231
 BM0231  HISTORY     - Date     Condition        Report By
 BM0231  HISTORY     - 1935     MONUMENTED       CGS
 BM0231  HISTORY     - 1954     GOOD             NGS
 BM0231  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0231  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0231
 BM0231                          STATION DESCRIPTION
 BM0231
 BM0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0231'2.0 MI W FROM BURTON.
 BM0231'2.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0231'BURTON, WASHINGTON COUNTY, AT CATTLE GUARD 35 D, AT A DIRT-ROAD
 BM0231'CROSSING, AT BRIDGE 35 D, IN THE TOP OF THE EAST END OF THE SOUTH
 BM0231'CONCRETE FOUNDATION, 16 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 BM0231'11 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 BM0231'STAMPED W 325 1935.
 BM0231
 BM0231                          STATION RECOVERY (1994)
 BM0231
 BM0231'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0231'MARK NOT FOUND.
 BM0231
 BM0231                          STATION RECOVERY (1999)
 BM0231
 BM0231'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0499 ***********************************************************************
 BM0499  DESIGNATION -  W 326
 BM0499  PID         -  BM0499
 BM0499  STATE/COUNTY-  TX/LEE
 BM0499  USGS QUAD   -  PAIGE (1982)
 BM0499
 BM0499                         *CURRENT SURVEY CONTROL
 BM0499  ___________________________________________________________________
 BM0499* NAD 83(1986)-  30 11 37.     (N)    097 03 17.     (W)     SCALED    
 BM0499* NAVD 88     -       164.25   (+/-2cm)     538.9    (feet)  VERTCON   
 BM0499  ___________________________________________________________________
 BM0499  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BM0499
 BM0499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0499
 BM0499.The horizontal coordinates were scaled from a topographic map and have
 BM0499.an estimated accuracy of +/- 6 seconds.
 BM0499
 BM0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0499.The vertical order pertains to the NGVD 29 superseded value.
 BM0499
 BM0499.The geoid height was determined by GEOID03.
 BM0499
 BM0499;                    North         East    Units  Estimated Accuracy
 BM0499;SPC TX C     - 3,063,070.    1,015,670.      MT  (+/- 180 meters Scaled)
 BM0499
 BM0499                          SUPERSEDED SURVEY CONTROL
 BM0499
 BM0499  NGVD 29 (??/??/92)  164.190  (m)          538.68   (f) ADJ UNCH    2 0
 BM0499
 BM0499.Superseded values are not recommended for survey control.
 BM0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0499.See file dsdata.txt to determine how the superseded data were derived.
 BM0499
 BM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU872418(NAD 83)
 BM0499_MARKER: DB = BENCH MARK DISK
 BM0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0499_STAMPING: W 326 1935
 BM0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0499+STABILITY: SURFACE MOTION
 BM0499
 BM0499  HISTORY     - Date     Condition        Report By
 BM0499  HISTORY     - 1935     MONUMENTED       CGS
 BM0499  HISTORY     - 1938     GOOD             NGS
 BM0499
 BM0499                          STATION DESCRIPTION
 BM0499
 BM0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0499'4.2 MI E FROM PAIGE.
 BM0499'IN LEE COUNTY, 4.2 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BM0499'THE STATION AT PAIGE, BASTROP COUNTY, 32 YARDS NORTHWEST OF MILEPOST
 BM0499'63, AT A ROAD CROSSING, 46 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 BM0499'35 YARDS NORTH OF THE CENTERLINE OF STATE HIGHWAY 20, AND AT A FENCE
 BM0499'CORNER.  A STANDARD DISK, STAMPED W 326 1935 AND SET IN THE TOP OF A
 BM0499'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0372 ***********************************************************************
 BM0372  DESIGNATION -  W 327
 BM0372  PID         -  BM0372
 BM0372  STATE/COUNTY-  TX/MILAM
 BM0372  USGS QUAD   -  ROGERS (1976)
 BM0372
 BM0372                         *CURRENT SURVEY CONTROL
 BM0372  ___________________________________________________________________
 BM0372* NAD 83(1986)-  30 54 27.     (N)    097 10 56.     (W)     SCALED    
 BM0372* NAVD 88     -       155.38   (+/-2cm)     509.8    (feet)  VERTCON   
 BM0372  ___________________________________________________________________
 BM0372  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BM0372
 BM0372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0372
 BM0372.The horizontal coordinates were scaled from a topographic map and have
 BM0372.an estimated accuracy of +/- 6 seconds.
 BM0372
 BM0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0372.The vertical order pertains to the NGVD 29 superseded value.
 BM0372
 BM0372.The geoid height was determined by GEOID03.
 BM0372
 BM0372;                    North         East    Units  Estimated Accuracy
 BM0372;SPC TX C     - 3,141,820.    1,001,160.      MT  (+/- 180 meters Scaled)
 BM0372
 BM0372                          SUPERSEDED SURVEY CONTROL
 BM0372
 BM0372  NGVD 29 (??/??/92)  155.307  (m)          509.54   (f) ADJ UNCH    2 0
 BM0372
 BM0372.Superseded values are not recommended for survey control.
 BM0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0372.See file dsdata.txt to determine how the superseded data were derived.
 BM0372
 BM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV737207(NAD 83)
 BM0372_MARKER: DB = BENCH MARK DISK
 BM0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0372_SP_SET: CONCRETE BASE
 BM0372_STAMPING: W 327 1935
 BM0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0372
 BM0372  HISTORY     - Date     Condition        Report By
 BM0372  HISTORY     - 1935     MONUMENTED       CGS
 BM0372  HISTORY     - 1963     MARK NOT FOUND   USGS
 BM0372  HISTORY     - 19991111 GOOD             USPSQD
 BM0372
 BM0372                          STATION DESCRIPTION
 BM0372
 BM0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0372'2.2 MI SE FROM ROGERS.
 BM0372'2.2 MI SE OF AND ALONG THE SANTE FE R R 33 FEET S OF CENTER OF TRACK.
 BM0372'30 YARDS S OF CENTER OF STATE HWY.  SET HORIZONTALLY IN W END OF S
 BM0372'FOUNDATION OF BRIDGE NO 201 B.
 BM0372
 BM0372                          STATION RECOVERY (1963)
 BM0372
 BM0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BM0372'MARK NOT FOUND.
 BM0372
 BM0372                          STATION RECOVERY (1999)
 BM0372
 BM0372'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0656 ***********************************************************************
 BM0656  DESIGNATION -  W 328
 BM0656  PID         -  BM0656
 BM0656  STATE/COUNTY-  TX/TRAVIS
 BM0656  USGS QUAD   -  OAK HILL (1988)
 BM0656
 BM0656                         *CURRENT SURVEY CONTROL
 BM0656  ___________________________________________________________________
 BM0656* NAD 83(1986)-  30 11 08.     (N)    097 48 45.     (W)     SCALED    
 BM0656* NAVD 88     -       216.46   (+/-2cm)     710.2    (feet)  VERTCON   
 BM0656  ___________________________________________________________________
 BM0656  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BM0656
 BM0656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0656
 BM0656.The horizontal coordinates were scaled from a topographic map and have
 BM0656.an estimated accuracy of +/- 6 seconds.
 BM0656
 BM0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0656.The vertical order pertains to the NGVD 29 superseded value.
 BM0656
 BM0656.The geoid height was determined by GEOID03.
 BM0656
 BM0656;                    North         East    Units  Estimated Accuracy
 BM0656;SPC TX C     - 3,060,270.      942,750.      MT  (+/- 180 meters Scaled)
 BM0656
 BM0656                          SUPERSEDED SURVEY CONTROL
 BM0656
 BM0656  NGVD 29 (??/??/92)  216.376  (m)          709.89   (f) ADJ UNCH    2 0
 BM0656
 BM0656.Superseded values are not recommended for survey control.
 BM0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0656.See file dsdata.txt to determine how the superseded data were derived.
 BM0656
 BM0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU143399(NAD 83)
 BM0656_MARKER: DB = BENCH MARK DISK
 BM0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0656_STAMPING: W 328 1935
 BM0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0656+STABILITY: SURFACE MOTION
 BM0656
 BM0656  HISTORY     - Date     Condition        Report By
 BM0656  HISTORY     - 1935     MONUMENTED       CGS
 BM0656  HISTORY     - 1953     GOOD             NGS
 BM0656  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0656  HISTORY     - 19860601 MARK NOT FOUND   USGS
 BM0656
 BM0656                          STATION DESCRIPTION
 BM0656
 BM0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0656'3.2 MI N FROM MANCHACA.
 BM0656'3.2 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0656'FROM THE STATION SIGN AT MANCHACA, 2 1/2 POLES SOUTH OF MILEPOST
 BM0656'186-20, 55 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 2
 BM0656'POLES NORTH OF SEMAPHORE 1867, 45.3 FEET WEST OF THE WEST RAIL, 3 FEET
 BM0656'NORTH OF A FENCE CORNER, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 BM0656'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0656
 BM0656                          STATION RECOVERY (1980)
 BM0656
 BM0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0656'BROKEN CONCRETE POST FOUND AT THE DESCRIBED LOCATION, DISK NOT
 BM0656'RECOVERED.
 BM0656
 BM0656                          STATION RECOVERY (1986)
 BM0656
 BM0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 BM0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2328 ***********************************************************************
 AX2328  DESIGNATION -  W 329
 AX2328  PID         -  AX2328
 AX2328  STATE/COUNTY-  TX/GUADALUPE
 AX2328  USGS QUAD   -  KINGSBURY (1994)
 AX2328
 AX2328                         *CURRENT SURVEY CONTROL
 AX2328  ___________________________________________________________________
 AX2328* NAD 83(1986)-  29 38 53.     (N)    097 49 45.     (W)     SCALED    
 AX2328* NAVD 88     -       184.73   (+/-2cm)     606.1    (feet)  VERTCON   
 AX2328  ___________________________________________________________________
 AX2328  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2328
 AX2328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2328
 AX2328.The horizontal coordinates were scaled from a topographic map and have
 AX2328.an estimated accuracy of +/- 6 seconds.
 AX2328
 AX2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2328.The vertical order pertains to the NGVD 29 superseded value.
 AX2328
 AX2328.The geoid height was determined by GEOID03.
 AX2328
 AX2328;                    North         East    Units  Estimated Accuracy
 AX2328;SPC TXSC     - 4,201,690.      713,350.      MT  (+/- 180 meters Scaled)
 AX2328
 AX2328                          SUPERSEDED SURVEY CONTROL
 AX2328
 AX2328  NGVD 29 (??/??/92)  184.656  (m)          605.83   (f) ADJ UNCH    2 0
 AX2328
 AX2328.Superseded values are not recommended for survey control.
 AX2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2328.See file dsdata.txt to determine how the superseded data were derived.
 AX2328
 AX2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT133803(NAD 83)
 AX2328_MARKER: DB = BENCH MARK DISK
 AX2328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2328_SP_SET: CULVERT HEADWALL
 AX2328_STAMPING: W 329 1935
 AX2328_MARK LOGO: CGS   
 AX2328_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2328+STABILITY: SURFACE MOTION
 AX2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2328+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX2328
 AX2328  HISTORY     - Date     Condition        Report By
 AX2328  HISTORY     - 1935     MONUMENTED       CGS
 AX2328  HISTORY     - 1959     GOOD             DOD
 AX2328  HISTORY     - 1987     GOOD             USPSQD
 AX2328  HISTORY     - 1988     GOOD             USPSQD
 AX2328  HISTORY     - 19930203 GOOD             USPSQD
 AX2328  HISTORY     - 19930808 GOOD             USPSQD
 AX2328  HISTORY     - 19990925 GOOD             USPSQD
 AX2328  HISTORY     - 20050318 GOOD             USPSQD
 AX2328
 AX2328                          STATION DESCRIPTION
 AX2328
 AX2328'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2328'IN KINGSBURY.
 AX2328'159 FEET SOUTH-SOUTHEAST OF THE INTERSECTING CENTERLINES OF A
 AX2328'WEST-SOUTHWEST-AND-EAST-NORTHEAST ROAD AND A ROAD LEADING
 AX2328'NORTH-NORTHWEST, 120 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LONG
 AX2328'BUILDING, 93 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AX2328'AND 0.3 FOOT LOWER THAN THE HIGHWAY.  NOTE-- 1943 DESCRIPTION-- AT
 AX2328'KINGSBURY, GUADALUPE COUNTY, 0.1 MILE WEST ALONG THE TEXAS AND NEW
 AX2328'ORLEANS RAILROAD FROM THE STATION, 90 FEET NORTH OF THE CENTERLINE OF
 AX2328'U. S. HIGHWAY 90, AT A CONCRETE RAILROAD CULVERT, IN THE TOP OF THE
 AX2328'WEST END OF THE SOUTH HEADWALL, 32 FEET SOUTH OF THE CENTERLINE OF THE
 AX2328'TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 AX2328
 AX2328                          STATION RECOVERY (1987)
 AX2328
 AX2328'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2328'RECOVERED IN GOOD CONDITION.
 AX2328
 AX2328                          STATION RECOVERY (1988)
 AX2328
 AX2328'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2328'RECOVERED IN GOOD CONDITION.
 AX2328
 AX2328                          STATION RECOVERY (1993)
 AX2328
 AX2328'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2328'RECOVERED IN GOOD CONDITION.
 AX2328
 AX2328                          STATION RECOVERY (1993)
 AX2328
 AX2328'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2328'RECOVERED IN GOOD CONDITION.
 AX2328
 AX2328                          STATION RECOVERY (1999)
 AX2328
 AX2328'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2328'RECOVERED IN GOOD CONDITION.
 AX2328
 AX2328                          STATION RECOVERY (2005)
 AX2328
 AX2328'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1335 ***********************************************************************
 AY1335  DESIGNATION -  W 33
 AY1335  PID         -  AY1335
 AY1335  STATE/COUNTY-  TX/UVALDE
 AY1335  USGS QUAD   -  BLANCO LAKE (1971)
 AY1335
 AY1335                         *CURRENT SURVEY CONTROL
 AY1335  ___________________________________________________________________
 AY1335* NAD 83(1986)-  29 18 43.     (N)    099 31 43.     (W)     SCALED    
 AY1335* NAVD 88     -       292.131  (meters)     958.43   (feet)  POSTED    
 AY1335  ___________________________________________________________________
 AY1335  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AY1335  DYNAMIC HT  -         291.710 (meters)     957.05  (feet)  COMP
 AY1335  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AY1335
 AY1335  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1335
 AY1335.The horizontal coordinates were scaled from a topographic map and have
 AY1335.an estimated accuracy of +/- 6 seconds.
 AY1335
 AY1335.The orthometric height was determined by differential leveling
 AY1335.and adjusted by the National Geodetic Survey in 1992..
 AY1335.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1335.rate of 0.0 thru 1.0 mm/km.
 AY1335
 AY1335.The geoid height was determined by GEOID03.
 AY1335
 AY1335.The dynamic height is computed by dividing the NAVD 88
 AY1335.geopotential number by the normal gravity value computed on the
 AY1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1335.degrees latitude (g = 980.6199 gals.).
 AY1335
 AY1335.The modeled gravity was interpolated from observed gravity values.
 AY1335
 AY1335;                    North         East    Units  Estimated Accuracy
 AY1335;SPC TXSC     - 4,163,990.      548,660.      MT  (+/- 180 meters Scaled)
 AY1335
 AY1335                          SUPERSEDED SURVEY CONTROL
 AY1335
 AY1335.No superseded survey control is available for this station.
 AY1335
 AY1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT486426(NAD 83)
 AY1335_MARKER: Q = CHISELED SQUARE
 AY1335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1335_SP_SET: FOUNDATION
 AY1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1335
 AY1335  HISTORY     - Date     Condition        Report By
 AY1335  HISTORY     - UNK      MONUMENTED       CGS
 AY1335  HISTORY     - 1957     MARK NOT FOUND   NGS
 AY1335  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1335  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1335
 AY1335                          STATION DESCRIPTION
 AY1335
 AY1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1335'0.7 MI E FROM YUCCA.
 AY1335'ABOUT 0.7 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AY1335'YUCCA, UVALDE COUNTY, ABOUT 7 POLES WEST OF MILEPOST 283, IN THE
 AY1335'CONCRETE FOUNDATION OF BLOCK SIGNAL 1833, AND 10 FEET NORTH OF THE
 AY1335'TRACK.  AN OUTLINED SQUARE.  NOTE-- THERE WAS NO OUTLINED SQUARE ON
 AY1335'THE SIGNAL FOUNDATION.
 AY1335
 AY1335                          STATION RECOVERY (1988)
 AY1335
 AY1335'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1335'MARK NOT FOUND.
 AY1335
 AY1335                          STATION RECOVERY (2004)
 AY1335
 AY1335'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0636 ***********************************************************************
 AX0636  DESIGNATION -  W 330
 AX0636  PID         -  AX0636
 AX0636  STATE/COUNTY-  TX/JACKSON
 AX0636  USGS QUAD   -  CORDELE (1981)
 AX0636
 AX0636                         *CURRENT SURVEY CONTROL
 AX0636  ___________________________________________________________________
 AX0636* NAD 83(1986)-  29 08 08.     (N)    096 44 40.     (W)     SCALED    
 AX0636* NAVD 88     -        29.27   (+/-2cm)      96.0    (feet)  VERTCON   
 AX0636  ___________________________________________________________________
 AX0636  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0636
 AX0636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0636
 AX0636.The horizontal coordinates were scaled from a topographic map and have
 AX0636.an estimated accuracy of +/- 6 seconds.
 AX0636
 AX0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0636.The vertical order pertains to the NGVD 29 superseded value.
 AX0636
 AX0636.The geoid height was determined by GEOID03.
 AX0636
 AX0636;                    North         East    Units  Estimated Accuracy
 AX0636;SPC TXSC     - 4,146,440.      819,450.      MT  (+/- 180 meters Scaled)
 AX0636
 AX0636                          SUPERSEDED SURVEY CONTROL
 AX0636
 AX0636  NGVD 29 (??/??/92)   29.30   (m)           96.1    (f) COMPUTED    2 0
 AX0636
 AX0636.Superseded values are not recommended for survey control.
 AX0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0636.See file dsdata.txt to determine how the superseded data were derived.
 AX0636
 AX0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT194251(NAD 83)
 AX0636_MARKER: DB = BENCH MARK DISK
 AX0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0636_STAMPING: W 330 1935
 AX0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0636+STABILITY: SURFACE MOTION
 AX0636
 AX0636  HISTORY     - Date     Condition        Report By
 AX0636  HISTORY     - 1935     MONUMENTED       CGS
 AX0636  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0636
 AX0636                          STATION DESCRIPTION
 AX0636
 AX0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0636'10.8 MI SE FROM SPEAKS.
 AX0636'10.8 MILES SOUTHEAST ALONG THE EDNA-HALLETTSVILLE ROAD FROM SPEAKS, AT
 AX0636'MORALES, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE OVER
 AX0636'NAVIDAD RIVER, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, NEAR THE
 AX0636'RIGHT-OF-WAY FENCE, AND 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 AX0636'POST, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0742 ***********************************************************************
 AN0742  DESIGNATION -  W 331
 AN0742  PID         -  AN0742
 AN0742  STATE/COUNTY-  TX/VICTORIA
 AN0742  USGS QUAD   -  MARCADO CREEK (1995)
 AN0742
 AN0742                         *CURRENT SURVEY CONTROL
 AN0742  ___________________________________________________________________
 AN0742* NAD 83(1986)-  28 52 18.     (N)    096 51 05.     (W)     SCALED    
 AN0742* NAVD 88     -        23.34   (+/-2cm)      76.6    (feet)  VERTCON   
 AN0742  ___________________________________________________________________
 AN0742  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0742
 AN0742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0742
 AN0742.The horizontal coordinates were scaled from a topographic map and have
 AN0742.an estimated accuracy of +/- 6 seconds.
 AN0742
 AN0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0742.The vertical order pertains to the NGVD 29 superseded value.
 AN0742
 AN0742.The geoid height was determined by GEOID03.
 AN0742
 AN0742;                    North         East    Units  Estimated Accuracy
 AN0742;SPC TXSC     - 4,117,000.      809,580.      MT  (+/- 180 meters Scaled)
 AN0742
 AN0742                          SUPERSEDED SURVEY CONTROL
 AN0742
 AN0742  NGVD 29 (??/??/92)   23.413  (m)           76.81   (f) ADJ UNCH    2 0
 AN0742
 AN0742.Superseded values are not recommended for survey control.
 AN0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0742.See file dsdata.txt to determine how the superseded data were derived.
 AN0742
 AN0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS095956(NAD 83)
 AN0742_MARKER: DB = BENCH MARK DISK
 AN0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0742_STAMPING: W 331 1935
 AN0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0742+STABILITY: SURFACE MOTION
 AN0742
 AN0742  HISTORY     - Date     Condition        Report By
 AN0742  HISTORY     - 1935     MONUMENTED       CGS
 AN0742  HISTORY     - 1943     GOOD             NGS
 AN0742
 AN0742                          STATION DESCRIPTION
 AN0742
 AN0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0742'4.5 MI SW FROM INEZ.
 AN0742'4.5 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0742'STATION AT INEZ VICTORIA COUNTY, 0.3 MILE NORTHEAST OF MILEPOST 81, AT
 AN0742'A ROAD CROSSING 46.4 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK,
 AN0742'29.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 11.5 FEET
 AN0742'SOUTHWEST OF A FENCE CORNER, 3 FEET NORTHWEST OF THE RIGHT-OF-WAY
 AN0742'FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 AN0742'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, AND SET IN THE TOP OF A
 AN0742'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1806 ***********************************************************************
 AN1806  DESIGNATION -  W 332
 AN1806  PID         -  AN1806
 AN1806  STATE/COUNTY-  TX/GOLIAD
 AN1806  USGS QUAD   -  BERCLAIR (1987)
 AN1806
 AN1806                         *CURRENT SURVEY CONTROL
 AN1806  ___________________________________________________________________
 AN1806* NAD 83(1986)-  28 31 44.     (N)    097 35 26.     (W)     SCALED    
 AN1806* NAVD 88     -        57.39   (+/-2cm)     188.3    (feet)  VERTCON   
 AN1806  ___________________________________________________________________
 AN1806  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN1806
 AN1806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1806
 AN1806.The horizontal coordinates were scaled from a topographic map and have
 AN1806.an estimated accuracy of +/- 6 seconds.
 AN1806
 AN1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1806.The vertical order pertains to the NGVD 29 superseded value.
 AN1806
 AN1806.The geoid height was determined by GEOID03.
 AN1806
 AN1806;                    North         East    Units  Estimated Accuracy
 AN1806;SPC TXSC     - 4,077,920.      737,940.      MT  (+/- 180 meters Scaled)
 AN1806
 AN1806                          SUPERSEDED SURVEY CONTROL
 AN1806
 AN1806  NGVD 29 (??/??/92)   57.421  (m)          188.39   (f) ADJ UNCH    2 0
 AN1806
 AN1806.Superseded values are not recommended for survey control.
 AN1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1806.See file dsdata.txt to determine how the superseded data were derived.
 AN1806
 AN1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS379566(NAD 83)
 AN1806_MARKER: DB = BENCH MARK DISK
 AN1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1806_STAMPING: W 332 1935
 AN1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1806+STABILITY: SURFACE MOTION
 AN1806
 AN1806  HISTORY     - Date     Condition        Report By
 AN1806  HISTORY     - 1935     MONUMENTED       CGS
 AN1806  HISTORY     - 1943     GOOD             NGS
 AN1806
 AN1806                          STATION DESCRIPTION
 AN1806
 AN1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1806'IN BERCLAIR.
 AN1806'BENCH MARK IS 62.3 FEET SOUTHWEST OF THE SOUTHWEST END OF THE TEXAS
 AN1806'AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD STATION AT BERCLAIR.  IT IS
 AN1806'33.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AN1806'OF THE MAIN TRACK, AND 2.5 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN
 AN1806'MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.  A DISK SET IN A CONCRETE
 AN1806'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2142 ***********************************************************************
 BX2142  DESIGNATION -  W 335
 BX2142  PID         -  BX2142
 BX2142  STATE/COUNTY-  TX/SABINE
 BX2142  USGS QUAD   -  PINELAND NORTH (1984)
 BX2142
 BX2142                         *CURRENT SURVEY CONTROL
 BX2142  ___________________________________________________________________
 BX2142* NAD 83(1986)-  31 15 07.     (N)    093 58 19.     (W)     SCALED    
 BX2142* NAVD 88     -        81.992  (meters)     269.00   (feet)  ADJUSTED  
 BX2142  ___________________________________________________________________
 BX2142  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BX2142  DYNAMIC HT  -          81.887 (meters)     268.66  (feet)  COMP
 BX2142  MODELED GRAV-     979,370.0   (mgal)                       NAVD 88
 BX2142
 BX2142  VERT ORDER  -  FIRST     CLASS II
 BX2142
 BX2142.The horizontal coordinates were scaled from a topographic map and have
 BX2142.an estimated accuracy of +/- 6 seconds.
 BX2142
 BX2142.The orthometric height was determined by differential leveling
 BX2142.and adjusted by the National Geodetic Survey in June 1991..
 BX2142
 BX2142.The geoid height was determined by GEOID03.
 BX2142
 BX2142.The dynamic height is computed by dividing the NAVD 88
 BX2142.geopotential number by the normal gravity value computed on the
 BX2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2142.degrees latitude (g = 980.6199 gals.).
 BX2142
 BX2142.The modeled gravity was interpolated from observed gravity values.
 BX2142
 BX2142;                    North         East    Units  Estimated Accuracy
 BX2142;SPC TX C     - 3,193,060.    1,305,540.      MT  (+/- 180 meters Scaled)
 BX2142
 BX2142                          SUPERSEDED SURVEY CONTROL
 BX2142
 BX2142  NGVD 29 (??/??/??)   82.005  (m)          269.04   (f) ADJUSTED    1 2
 BX2142
 BX2142.Superseded values are not recommended for survey control.
 BX2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2142.See file dsdata.txt to determine how the superseded data were derived.
 BX2142
 BX2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ074579(NAD 83)
 BX2142_MARKER: DB = BENCH MARK DISK
 BX2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2142_STAMPING: W 335 1952
 BX2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2142+STABILITY: SURFACE MOTION
 BX2142
 BX2142  HISTORY     - Date     Condition        Report By
 BX2142  HISTORY     - 1952     MONUMENTED       CGS
 BX2142  HISTORY     - 1979     GOOD             NGS
 BX2142
 BX2142                          STATION DESCRIPTION
 BX2142
 BX2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2142'IN PINELAND.
 BX2142'AT PINELAND, 260 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 206.5
 BX2142'FEET NORTH OF THE NORTHEAST CORNER OF THE GULF, COLORADO AND SANTA FE
 BX2142'RAILROAD STATION, 22.3 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 BX2142'52 FEET EAST OF THE CENTER LINE OF AN OILED ROAD, 5 FEET SOUTH OF A
 BX2142'TELEPHONE POLE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BX2142'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX2142
 BX2142                          STATION RECOVERY (1979)
 BX2142
 BX2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2142'CHANGE-OIL ROAD TO ASPHALT ROAD.
 BX2142'OMIT-WHITE WOOD POST.
 BX2142'THE MARK IS 1.6 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0432 ***********************************************************************
 BY0432  DESIGNATION -  W 336
 BY0432  PID         -  BY0432
 BY0432  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0432  USGS QUAD   -  HARVEY CREEK (1984)
 BY0432
 BY0432                         *CURRENT SURVEY CONTROL
 BY0432  ___________________________________________________________________
 BY0432* NAD 83(1986)-  31 15 24.     (N)    094 07 47.     (W)     SCALED    
 BY0432* NAVD 88     -        57.20   (+/-2cm)     187.7    (feet)  VERTCON   
 BY0432  ___________________________________________________________________
 BY0432  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BY0432
 BY0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0432
 BY0432.The horizontal coordinates were scaled from a topographic map and have
 BY0432.an estimated accuracy of +/- 6 seconds.
 BY0432
 BY0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0432.The vertical order pertains to the NGVD 29 superseded value.
 BY0432
 BY0432.The geoid height was determined by GEOID03.
 BY0432
 BY0432;                    North         East    Units  Estimated Accuracy
 BY0432;SPC TX C     - 3,192,730.    1,290,510.      MT  (+/- 180 meters Scaled)
 BY0432
 BY0432                          SUPERSEDED SURVEY CONTROL
 BY0432
 BY0432  NGVD 29 (??/??/92)   57.214  (m)          187.71   (f) ADJ UNCH    2 0
 BY0432
 BY0432.Superseded values are not recommended for survey control.
 BY0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0432.See file dsdata.txt to determine how the superseded data were derived.
 BY0432
 BY0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ924585(NAD 83)
 BY0432_MARKER: DB = BENCH MARK DISK
 BY0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0432_STAMPING: W 336 1952
 BY0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0432+STABILITY: SURFACE MOTION
 BY0432
 BY0432  HISTORY     - Date     Condition        Report By
 BY0432  HISTORY     - 1952     MONUMENTED       CGS
 BY0432  HISTORY     - 1958     GOOD             USGS
 BY0432
 BY0432                          STATION DESCRIPTION
 BY0432
 BY0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0432'20.4 MI SW FROM SAN AUGUSTINE.
 BY0432'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0432'SAN AUGUSTINE, THENCE 10.95 MILES SOUTH ALONG FARM ROAD 705, THENCE
 BY0432'0.8 MILE SOUTH ALONG A GRADED DIRT ROAD, ON TOP OF A HILL, AT AN
 BY0432'ABANDONED RANCH SITE, 75 FEET EAST OF THE CENTER LINE OF THE FARM
 BY0432'ROAD, 67 FEET NORTH OF THE NORTHWEST CORNER OF AN ABANDONED LOG SHACK,
 BY0432'41 FEET WEST OF A 22 INCH OAK TREE, 2.1 FEET NORTH OF A WITNESS POST,
 BY0432'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BY0432'GROUND.  NOTE-- THIS BENCH MARK IS 11.75 MILES SOUTH ALONG FARM ROAD
 BY0432'705.
 BY0432
 BY0432                          STATION RECOVERY (1958)
 BY0432
 BY0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BY0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0544 ***********************************************************************
 GK0544  DESIGNATION -  W 338
 GK0544  PID         -  GK0544
 GK0544  STATE/COUNTY-  TX/HANSFORD
 GK0544  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0544
 GK0544                         *CURRENT SURVEY CONTROL
 GK0544  ___________________________________________________________________
 GK0544* NAD 83(1986)-  36 11 48.     (N)    101 36 22.     (W)     SCALED    
 GK0544* NAVD 88     -      1021.567  (meters)    3351.59   (feet)  ADJUSTED  
 GK0544  ___________________________________________________________________
 GK0544  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GK0544  DYNAMIC HT  -        1020.441 (meters)    3347.90  (feet)  COMP
 GK0544  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 GK0544
 GK0544  VERT ORDER  -  SECOND    CLASS 0
 GK0544
 GK0544.The horizontal coordinates were scaled from a topographic map and have
 GK0544.an estimated accuracy of +/- 6 seconds.
 GK0544
 GK0544.The orthometric height was determined by differential leveling
 GK0544.and adjusted by the National Geodetic Survey in June 1991..
 GK0544
 GK0544.The geoid height was determined by GEOID03.
 GK0544
 GK0544.The dynamic height is computed by dividing the NAVD 88
 GK0544.geopotential number by the normal gravity value computed on the
 GK0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0544.degrees latitude (g = 980.6199 gals.).
 GK0544
 GK0544.The modeled gravity was interpolated from observed gravity values.
 GK0544
 GK0544;                    North         East    Units  Estimated Accuracy
 GK0544;SPC TX N     - 1,243,710.      190,460.      MT  (+/- 180 meters Scaled)
 GK0544
 GK0544                          SUPERSEDED SURVEY CONTROL
 GK0544
 GK0544  NGVD 29 (??/??/92) 1021.098  (m)         3350.05   (f) ADJ UNCH    2 0
 GK0544
 GK0544.Superseded values are not recommended for survey control.
 GK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0544.See file dsdata.txt to determine how the superseded data were derived.
 GK0544
 GK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF656089(NAD 83)
 GK0544_MARKER: DB = BENCH MARK DISK
 GK0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0544_STAMPING: W 338 1952
 GK0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0544+STABILITY: SURFACE MOTION
 GK0544
 GK0544  HISTORY     - Date     Condition        Report By
 GK0544  HISTORY     - 1952     MONUMENTED       CGS
 GK0544
 GK0544                          STATION DESCRIPTION
 GK0544
 GK0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0544'16.3 MI SW FROM GRUVER.
 GK0544'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0544'THENCE 10.75 MILES WEST ALONG FARM ROAD 289, THENCE 4.0 MILES SOUTH
 GK0544'ALONG FARM ROAD 1573, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GK0544'115 FEET EAST OF THE NORTHEAST LEG OF A WINDMILL TOWER, 115 FEET NORTH
 GK0544'OF THE NORTHEAST CORNER OF A WOODEN CORRAL, 45 FEET WEST OF THE CENTER
 GK0544'LINE OF A NORTH AND SOUTH ROAD, 6.4 FEET WEST OF A FENCE CORNER, 1
 GK0544'FOOT NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 GK0544'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0214 ***********************************************************************
 CA0214  DESIGNATION -  W 340
 CA0214  PID         -  CA0214
 CA0214  STATE/COUNTY-  TX/SAN SABA
 CA0214  USGS QUAD   -  BAKER SPRING (1982)
 CA0214
 CA0214                         *CURRENT SURVEY CONTROL
 CA0214  ___________________________________________________________________
 CA0214* NAD 83(1986)-  31 14 01.     (N)    098 52 54.     (W)     SCALED    
 CA0214* NAVD 88     -       401.768  (meters)    1318.13   (feet)  ADJUSTED  
 CA0214  ___________________________________________________________________
 CA0214  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CA0214  DYNAMIC HT  -         401.237 (meters)    1316.39  (feet)  COMP
 CA0214  MODELED GRAV-     979,308.5   (mgal)                       NAVD 88
 CA0214
 CA0214  VERT ORDER  -  SECOND    CLASS 0
 CA0214
 CA0214.The horizontal coordinates were scaled from a topographic map and have
 CA0214.an estimated accuracy of +/- 6 seconds.
 CA0214
 CA0214.The orthometric height was determined by differential leveling
 CA0214.and adjusted by the National Geodetic Survey in June 1991..
 CA0214
 CA0214.The geoid height was determined by GEOID03.
 CA0214
 CA0214.The dynamic height is computed by dividing the NAVD 88
 CA0214.geopotential number by the normal gravity value computed on the
 CA0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0214.degrees latitude (g = 980.6199 gals.).
 CA0214
 CA0214.The modeled gravity was interpolated from observed gravity values.
 CA0214
 CA0214;                    North         East    Units  Estimated Accuracy
 CA0214;SPC TX C     - 3,174,610.      838,280.      MT  (+/- 180 meters Scaled)
 CA0214
 CA0214                          SUPERSEDED SURVEY CONTROL
 CA0214
 CA0214  NGVD 29 (??/??/92)  401.715  (m)         1317.96   (f) ADJ UNCH    2 0
 CA0214
 CA0214.Superseded values are not recommended for survey control.
 CA0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0214.See file dsdata.txt to determine how the superseded data were derived.
 CA0214
 CA0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV112554(NAD 83)
 CA0214_MARKER: DB = BENCH MARK DISK
 CA0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0214_SP_SET: CULVERT
 CA0214_STAMPING: W 340 1935
 CA0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0214
 CA0214  HISTORY     - Date     Condition        Report By
 CA0214  HISTORY     - 1935     MONUMENTED       CGS
 CA0214
 CA0214                          STATION DESCRIPTION
 CA0214
 CA0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0214'5.2 MI E FROM RICHLAND SPRINGS.
 CA0214'5.2 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. 530 YARDS WEST OF
 CA0214'MILE POST 34.  ABOUT 175 YARDS WEST OF A ROAD CROSSING.  SET
 CA0214'HORIZONTAL IN CONCRETE CULVERT NO. 34-A.  7 YARDS SOUTH OF CENTER OF
 CA0214'THE TRACK.  SET IN THE EAST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0235 ***********************************************************************
 AY0235  DESIGNATION -  W 341
 AY0235  PID         -  AY0235
 AY0235  STATE/COUNTY-  TX/WILSON
 AY0235  USGS QUAD   -  FLORESVILLE (1973)
 AY0235
 AY0235                         *CURRENT SURVEY CONTROL
 AY0235  ___________________________________________________________________
 AY0235* NAD 83(1986)-  29 08 01.     (N)    098 09 29.     (W)     SCALED    
 AY0235* NAVD 88     -       124.109  (meters)     407.18   (feet)  ADJUSTED  
 AY0235  ___________________________________________________________________
 AY0235  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY0235  DYNAMIC HT  -         123.933 (meters)     406.60  (feet)  COMP
 AY0235  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 AY0235
 AY0235  VERT ORDER  -  FIRST     CLASS II
 AY0235
 AY0235.The horizontal coordinates were scaled from a topographic map and have
 AY0235.an estimated accuracy of +/- 6 seconds.
 AY0235
 AY0235.The orthometric height was determined by differential leveling
 AY0235.and adjusted by the National Geodetic Survey in June 1991..
 AY0235
 AY0235.The geoid height was determined by GEOID03.
 AY0235
 AY0235.The dynamic height is computed by dividing the NAVD 88
 AY0235.geopotential number by the normal gravity value computed on the
 AY0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0235.degrees latitude (g = 980.6199 gals.).
 AY0235
 AY0235.The modeled gravity was interpolated from observed gravity values.
 AY0235
 AY0235;                    North         East    Units  Estimated Accuracy
 AY0235;SPC TXSC     - 4,144,400.      681,920.      MT  (+/- 180 meters Scaled)
 AY0235
 AY0235                          SUPERSEDED SURVEY CONTROL
 AY0235
 AY0235.No superseded survey control is available for this station.
 AY0235
 AY0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT819230(NAD 83)
 AY0235_MARKER: DB = BENCH MARK DISK
 AY0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0235_STAMPING: W 341 1935
 AY0235_PROJECTION: PROJECTING 3 CENTIMETERS
 AY0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0235+STABILITY: SURFACE MOTION
 AY0235
 AY0235  HISTORY     - Date     Condition        Report By
 AY0235  HISTORY     - 1935     MONUMENTED       CGS
 AY0235  HISTORY     - 1943     GOOD             NGS
 AY0235  HISTORY     - 1980     GOOD             NGS
 AY0235  HISTORY     - 19951021 GOOD             USPSQD
 AY0235
 AY0235                          STATION DESCRIPTION
 AY0235
 AY0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0235'IN FLORESVILLE.
 AY0235'BENCH MARK IS IN THE WEST CORNER OF THE COURT HOUSE YARD, 46.0 FEET
 AY0235'NORTHEAST OF THE CENTERLINE OF THE STREET RUNNING NORTHWEST AND
 AY0235'SOUTHEAST.  IT IS 39.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION
 AY0235'AS THE CENTERLINE OF THE SOUTHEAST LANE OF THE STREET RUNNING
 AY0235'NORTHEAST AND SOUTHWEST, 2.7 FEET EAST OF AN IRON RAIL FENCE CORNER,
 AY0235'AND 2.5 FEET WEST OF A POLE.  MONUMENT PROJECTS 0.5 FOOT.  A DISK SET
 AY0235'IN A CONCRETE POST.
 AY0235
 AY0235                          STATION RECOVERY (1980)
 AY0235
 AY0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0235'IN FLORESVILLE, AT THE INTERSECTION OF THIRD STREET AND C STREET, AT
 AY0235'THE WEST CORNER OF THE COURTHOUSE SQUARE, 38.3 METERS (125.5 FT)
 AY0235'WEST-NORTHWEST OF THE WESTERNMOST CORNER OF THE COURTHOUSE, 5.6 METERS
 AY0235'(18.5 FT) WEST OF A FLAGPOLE, 2.6 METERS (8.5 FT) NORTHEAST OF THE
 AY0235'EASTERNMOST CURB OF THIRD STREET, 2.4 METERS (8.0 FT) SOUTHEAST OF THE
 AY0235'SOUTHERNMOST CURB OF C STREET, 2.3 METERS (7.5 FT) NORTHWEST OF A FIRE
 AY0235'HYDRANT, 0.5 METER (1.5 FT) NORTHWEST OF A POWERLINE POLE.
 AY0235'THE MARK IS ABOVE LEVEL WITH THIRD STREET.
 AY0235
 AY0235                          STATION RECOVERY (1995)
 AY0235
 AY0235'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0024 ***********************************************************************
 AO0024  DESIGNATION -  W 342
 AO0024  PID         -  AO0024
 AO0024  STATE/COUNTY-  TX/LIVE OAK
 AO0024  USGS QUAD   -  WHITSETT (1984)
 AO0024
 AO0024                         *CURRENT SURVEY CONTROL
 AO0024  ___________________________________________________________________
 AO0024* NAD 83(1986)-  28 38 23.     (N)    098 16 57.     (W)     SCALED    
 AO0024* NAVD 88     -        65.632  (meters)     215.33   (feet)  ADJUSTED  
 AO0024  ___________________________________________________________________
 AO0024  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AO0024  DYNAMIC HT  -          65.535 (meters)     215.01  (feet)  COMP
 AO0024  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 AO0024
 AO0024  VERT ORDER  -  SECOND    CLASS 0
 AO0024
 AO0024.The horizontal coordinates were scaled from a topographic map and have
 AO0024.an estimated accuracy of +/- 6 seconds.
 AO0024
 AO0024.The orthometric height was determined by differential leveling
 AO0024.and adjusted by the National Geodetic Survey in June 1991..
 AO0024
 AO0024.The geoid height was determined by GEOID03.
 AO0024
 AO0024.The dynamic height is computed by dividing the NAVD 88
 AO0024.geopotential number by the normal gravity value computed on the
 AO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0024.degrees latitude (g = 980.6199 gals.).
 AO0024
 AO0024.The modeled gravity was interpolated from observed gravity values.
 AO0024
 AO0024;                    North         East    Units  Estimated Accuracy
 AO0024;SPC TXSC     - 4,089,590.      670,150.      MT  (+/- 180 meters Scaled)
 AO0024
 AO0024                          SUPERSEDED SURVEY CONTROL
 AO0024
 AO0024  NGVD 29 (??/??/92)   65.600  (m)          215.22   (f) ADJ UNCH    2 0
 AO0024
 AO0024.Superseded values are not recommended for survey control.
 AO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0024.See file dsdata.txt to determine how the superseded data were derived.
 AO0024
 AO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS701682(NAD 83)
 AO0024_MARKER: DB = BENCH MARK DISK
 AO0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0024_STAMPING: W 342 1935
 AO0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0024+STABILITY: SURFACE MOTION
 AO0024
 AO0024  HISTORY     - Date     Condition        Report By
 AO0024  HISTORY     - 1935     MONUMENTED       CGS
 AO0024  HISTORY     - 1952     MARK NOT FOUND   USGS
 AO0024
 AO0024                          STATION DESCRIPTION
 AO0024
 AO0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0024'7.7 MI S FROM CAMPBELLTON.
 AO0024'7.7 MILES S OF AND ALONG THE M P R R ABOUT 0.8 MILE NW OF DEPOT AT
 AO0024'WHITSETT.  203 YARDS SE OF MILEPOST 62-20.  10 YARDS NE OF CENTER OF
 AO0024'TRACK AND CATTLE GUARD.
 AO0024
 AO0024                          STATION RECOVERY (1952)
 AO0024
 AO0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AO0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0256 ***********************************************************************
 AJ0256  DESIGNATION -  W 343 RESET 1952
 AJ0256  PID         -  AJ0256
 AJ0256  STATE/COUNTY-  TX/BROOKS
 AJ0256  USGS QUAD   -  FALFURRIAS (1963)
 AJ0256
 AJ0256                         *CURRENT SURVEY CONTROL
 AJ0256  ___________________________________________________________________
 AJ0256* NAD 83(1986)-  27 12 03.     (N)    098 08 39.     (W)     SCALED    
 AJ0256* NAVD 88     -        33.75   (meters)     110.7    (feet)  RESET     
 AJ0256  ___________________________________________________________________
 AJ0256  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AJ0256
 AJ0256  VERT ORDER  -  THIRD
 AJ0256
 AJ0256.The horizontal coordinates were scaled from a topographic map and have
 AJ0256.an estimated accuracy of +/- 6 seconds.
 AJ0256
 AJ0256.The orthometric height was computed from unverified reset data.
 AJ0256
 AJ0256.The geoid height was determined by GEOID03.
 AJ0256
 AJ0256;                    North         East    Units  Estimated Accuracy
 AJ0256;SPC TX S     - 5,170,020.      335,250.      MT  (+/- 180 meters Scaled)
 AJ0256
 AJ0256                          SUPERSEDED SURVEY CONTROL
 AJ0256
 AJ0256.No superseded survey control is available for this station.
 AJ0256
 AJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR847089(NAD 83)
 AJ0256_MARKER: DD = SURVEY DISK
 AJ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0256_STAMPING: W 343 RESET 1952
 AJ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0256+STABILITY: SURFACE MOTION
 AJ0256
 AJ0256  HISTORY     - Date     Condition        Report By
 AJ0256  HISTORY     - 1952     MONUMENTED       TXHD
 AJ0256  HISTORY     - 1952     GOOD             NGS
 AJ0256  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0256
 AJ0256                          STATION DESCRIPTION
 AJ0256
 AJ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AJ0256'1.8 MI S FROM FALFURRIAS.
 AJ0256'ABOUT 1.8 MILES SOUTH OF THE T. AND N.O. DEPOT AT FALFURRIAS, AND
 AJ0256'ALONG HIGHWAY NO. 281 AND THE T. AND N.O.R.R., IN THE WEST
 AJ0256'RIGHT-OF-WAY FENCE OF THE HIGHWAY AND ALONG THE EAST EDGE OF A
 AJ0256'CULTIVATED FIELD.  THE MARK IS UNDER BRUSH AND DRIFT SAND.  A STANDARD
 AJ0256'DISK STAMPED W 343 RESET 1952 AND SET IN A CONCRETE POST ABOUT FLUSH
 AJ0256'WITH THE GENERAL LEVEL OF THE GROUND BUT IT IS UNDER THE DRIFT.
 AJ0256
 AJ0256                          STATION RECOVERY (1962)
 AJ0256
 AJ0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1458 ***********************************************************************
 FL1458  DESIGNATION -  W 345
 FL1458  PID         -  FL1458
 FL1458  STATE/COUNTY-  TX/MOORE
 FL1458  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1458
 FL1458                         *CURRENT SURVEY CONTROL
 FL1458  ___________________________________________________________________
 FL1458* NAD 83(1986)-  35 54 28.     (N)    101 42 17.     (W)     SCALED    
 FL1458* NAVD 88     -      1043.576  (meters)    3423.80   (feet)  ADJUSTED  
 FL1458  ___________________________________________________________________
 FL1458  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 FL1458  DYNAMIC HT  -        1042.392 (meters)    3419.91  (feet)  COMP
 FL1458  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 FL1458
 FL1458  VERT ORDER  -  SECOND    CLASS 0
 FL1458
 FL1458.The horizontal coordinates were scaled from a topographic map and have
 FL1458.an estimated accuracy of +/- 6 seconds.
 FL1458
 FL1458.The orthometric height was determined by differential leveling
 FL1458.and adjusted by the National Geodetic Survey in June 1991..
 FL1458
 FL1458.The geoid height was determined by GEOID03.
 FL1458
 FL1458.The dynamic height is computed by dividing the NAVD 88
 FL1458.geopotential number by the normal gravity value computed on the
 FL1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1458.degrees latitude (g = 980.6199 gals.).
 FL1458
 FL1458.The modeled gravity was interpolated from observed gravity values.
 FL1458
 FL1458;                    North         East    Units  Estimated Accuracy
 FL1458;SPC TX N     - 1,211,670.      181,520.      MT  (+/- 180 meters Scaled)
 FL1458
 FL1458                          SUPERSEDED SURVEY CONTROL
 FL1458
 FL1458  NGVD 29 (??/??/92) 1043.072  (m)         3422.15   (f) ADJ UNCH    2 0
 FL1458
 FL1458.Superseded values are not recommended for survey control.
 FL1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1458.See file dsdata.txt to determine how the superseded data were derived.
 FL1458
 FL1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE559771(NAD 83)
 FL1458_MARKER: DB = BENCH MARK DISK
 FL1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1458_STAMPING: W 345 1952
 FL1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1458+STABILITY: SURFACE MOTION
 FL1458
 FL1458  HISTORY     - Date     Condition        Report By
 FL1458  HISTORY     - 1952     MONUMENTED       CGS
 FL1458
 FL1458                          STATION DESCRIPTION
 FL1458
 FL1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1458'18.2 MI NE FROM DUMAS.
 FL1458'9.2 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1458'HIGHWAY 287 AT DUMAS, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 FL1458'THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD, 51 FEET SOUTH OF THE
 FL1458'CENTER LINE OF AN EAST AND WEST ROAD, 43 FEET EAST OF THE CENTER LINE
 FL1458'OF A NORTH AND SOUTH ROAD, 32 FEET SOUTH OF AN EAST AND WEST FENCE,
 FL1458'2.4 FEET EAST OF A NORTH AND SOUTH FENCE, 2.7 FEET NORTH OF A WITNESS
 FL1458'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 FL1458'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1469 ***********************************************************************
 FL1469  DESIGNATION -  W 346
 FL1469  PID         -  FL1469
 FL1469  STATE/COUNTY-  TX/MOORE
 FL1469  USGS QUAD   -  DUMAS NE (1972)
 FL1469
 FL1469                         *CURRENT SURVEY CONTROL
 FL1469  ___________________________________________________________________
 FL1469* NAD 83(1986)-  35 54 28.     (N)    101 51 11.     (W)     SCALED    
 FL1469* NAVD 88     -      1080.011  (meters)    3543.34   (feet)  ADJUSTED  
 FL1469  ___________________________________________________________________
 FL1469  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1469  DYNAMIC HT  -        1078.775 (meters)    3539.28  (feet)  COMP
 FL1469  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 FL1469
 FL1469  VERT ORDER  -  SECOND    CLASS 0
 FL1469
 FL1469.The horizontal coordinates were scaled from a topographic map and have
 FL1469.an estimated accuracy of +/- 6 seconds.
 FL1469
 FL1469.The orthometric height was determined by differential leveling
 FL1469.and adjusted by the National Geodetic Survey in June 1991..
 FL1469
 FL1469.The geoid height was determined by GEOID03.
 FL1469
 FL1469.The dynamic height is computed by dividing the NAVD 88
 FL1469.geopotential number by the normal gravity value computed on the
 FL1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1469.degrees latitude (g = 980.6199 gals.).
 FL1469
 FL1469.The modeled gravity was interpolated from observed gravity values.
 FL1469
 FL1469;                    North         East    Units  Estimated Accuracy
 FL1469;SPC TX N     - 1,211,700.      168,130.      MT  (+/- 180 meters Scaled)
 FL1469
 FL1469                          SUPERSEDED SURVEY CONTROL
 FL1469
 FL1469  NGVD 29 (??/??/92) 1079.487  (m)         3541.62   (f) ADJ UNCH    2 0
 FL1469
 FL1469.Superseded values are not recommended for survey control.
 FL1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1469.See file dsdata.txt to determine how the superseded data were derived.
 FL1469
 FL1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE425774(NAD 83)
 FL1469_MARKER: DB = BENCH MARK DISK
 FL1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1469_STAMPING: W 346 1952
 FL1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1469+STABILITY: SURFACE MOTION
 FL1469
 FL1469  HISTORY     - Date     Condition        Report By
 FL1469  HISTORY     - 1952     MONUMENTED       CGS
 FL1469
 FL1469                          STATION DESCRIPTION
 FL1469
 FL1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1469'10.5 MI NE FROM DUMAS.
 FL1469'2.5 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE COURTHOUSE AT DUMAS,
 FL1469'THENCE 3.7 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 FL1469'ALONG A GRADED DIRT ROAD, THENCE 3.2 MILES EAST ALONG A GRADED DIRT
 FL1469'ROAD, 0.55 MILE WEST OF A FARMHOUSE, 0.1 MILE EAST OF A PIPE LINE, 43
 FL1469'FEET NORTH OF THE CENTER LINE OF THE ROAD, 16 FEET NORTHEAST OF A
 FL1469'POWER POLE, 13.8 FEET NORTH OF A FENCE, 15 FEET NORTH OF A WITNESS
 FL1469'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 FL1469'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0042 ***********************************************************************
 FM0042  DESIGNATION -  W 347
 FM0042  PID         -  FM0042
 FM0042  STATE/COUNTY-  TX/HARTLEY
 FM0042  USGS QUAD   -  MORAN RANCH (1963)
 FM0042
 FM0042                         *CURRENT SURVEY CONTROL
 FM0042  ___________________________________________________________________
 FM0042* NAD 83(1986)-  35 56 20.     (N)    102 14 54.     (W)     SCALED    
 FM0042* NAVD 88     -      1181.764  (meters)    3877.17   (feet)  ADJUSTED  
 FM0042  ___________________________________________________________________
 FM0042  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0042  DYNAMIC HT  -        1180.387 (meters)    3872.65  (feet)  COMP
 FM0042  MODELED GRAV-     979,426.6   (mgal)                       NAVD 88
 FM0042
 FM0042  VERT ORDER  -  SECOND    CLASS 0
 FM0042
 FM0042.The horizontal coordinates were scaled from a topographic map and have
 FM0042.an estimated accuracy of +/- 6 seconds.
 FM0042
 FM0042.The orthometric height was determined by differential leveling
 FM0042.and adjusted by the National Geodetic Survey in June 1991..
 FM0042
 FM0042.The geoid height was determined by GEOID03.
 FM0042
 FM0042.The dynamic height is computed by dividing the NAVD 88
 FM0042.geopotential number by the normal gravity value computed on the
 FM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0042.degrees latitude (g = 980.6199 gals.).
 FM0042
 FM0042.The modeled gravity was interpolated from observed gravity values.
 FM0042
 FM0042;                    North         East    Units  Estimated Accuracy
 FM0042;SPC TX N     - 1,215,350.      132,480.      MT  (+/- 180 meters Scaled)
 FM0042
 FM0042                          SUPERSEDED SURVEY CONTROL
 FM0042
 FM0042  NGVD 29 (??/??/92) 1181.206  (m)         3875.34   (f) ADJ UNCH    2 0
 FM0042
 FM0042.Superseded values are not recommended for survey control.
 FM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0042.See file dsdata.txt to determine how the superseded data were derived.
 FM0042
 FM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV482806(NAD 83)
 FM0042_MARKER: DB = BENCH MARK DISK
 FM0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0042_STAMPING: W 347 1952
 FM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0042+STABILITY: SURFACE MOTION
 FM0042
 FM0042  HISTORY     - Date     Condition        Report By
 FM0042  HISTORY     - 1952     MONUMENTED       CGS
 FM0042  HISTORY     - 1963     POOR             USGS
 FM0042
 FM0042                          STATION DESCRIPTION
 FM0042
 FM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0042'14.3 MI NE FROM HARTLEY.
 FM0042'9.2 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 FM0042'THENCE 2.0 MILES NORTH ALONG A PRIVATE ROAD, THENCE 1.0 MILE NORTH
 FM0042'ACROSS A CULTIVATED FIELD, THENCE 2.1 MILES NORTH ALONG A NORTH AND
 FM0042'SOUTH FENCE, 0.35 MILE SOUTH OF A ROAD LEADING WEST, 100 FEET EAST OF
 FM0042'THE CENTER LINE OF A ROAD LEADING NORTH.  80 FEET NORTH OF THE
 FM0042'NORTHWEST LEG OF A WINDMILL TOWER.  1 FOOT SOUTH OF A FENCE LEADING
 FM0042'EAST, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FM0042'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FM0042
 FM0042                          STATION RECOVERY (1963)
 FM0042
 FM0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0042'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0082 ***********************************************************************
 FM0082  DESIGNATION -  W 348
 FM0082  PID         -  FM0082
 FM0082  STATE/COUNTY-  TX/HARTLEY
 FM0082  USGS QUAD   -  HARTLEY (1973)
 FM0082
 FM0082                         *CURRENT SURVEY CONTROL
 FM0082  ___________________________________________________________________
 FM0082* NAD 83(1986)-  35 57 00.     (N)    102 24 20.     (W)     SCALED    
 FM0082* NAVD 88     -      1196.751  (meters)    3926.34   (feet)  ADJUSTED  
 FM0082  ___________________________________________________________________
 FM0082  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 FM0082  DYNAMIC HT  -        1195.351 (meters)    3921.75  (feet)  COMP
 FM0082  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 FM0082
 FM0082  VERT ORDER  -  SECOND    CLASS 0
 FM0082
 FM0082.The horizontal coordinates were scaled from a topographic map and have
 FM0082.an estimated accuracy of +/- 6 seconds.
 FM0082
 FM0082.The orthometric height was determined by differential leveling
 FM0082.and adjusted by the National Geodetic Survey in June 1991..
 FM0082
 FM0082.The geoid height was determined by GEOID03.
 FM0082
 FM0082.The dynamic height is computed by dividing the NAVD 88
 FM0082.geopotential number by the normal gravity value computed on the
 FM0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0082.degrees latitude (g = 980.6199 gals.).
 FM0082
 FM0082.The modeled gravity was interpolated from observed gravity values.
 FM0082
 FM0082;                    North         East    Units  Estimated Accuracy
 FM0082;SPC TX N     - 1,216,710.      118,310.      MT  (+/- 180 meters Scaled)
 FM0082
 FM0082                          SUPERSEDED SURVEY CONTROL
 FM0082
 FM0082  NGVD 29 (??/??/92) 1196.181  (m)         3924.47   (f) ADJ UNCH    2 0
 FM0082
 FM0082.Superseded values are not recommended for survey control.
 FM0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0082.See file dsdata.txt to determine how the superseded data were derived.
 FM0082
 FM0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV340815(NAD 83)
 FM0082_MARKER: DB = BENCH MARK DISK
 FM0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0082_STAMPING: W 348 1952
 FM0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0082+STABILITY: SURFACE MOTION
 FM0082
 FM0082  HISTORY     - Date     Condition        Report By
 FM0082  HISTORY     - 1952     MONUMENTED       CGS
 FM0082
 FM0082                          STATION DESCRIPTION
 FM0082
 FM0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0082'4.4 MI NW FROM HARTLEY.
 FM0082'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 FM0082'HARTLEY, THENCE 3.2 MILES NORTH ALONG A GRADED DIRT ROAD, 30 FEET
 FM0082'SOUTHWEST OF THE SOUTHWEST CORNER OF A VACANT FARMHOUSE. 194 FEET EAST
 FM0082'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD.  14 FEET NORTH OF THE
 FM0082'CENTER LINE OF A PRIVATE DRIVEWAY, 2 FEET SOUTHEAST OF A BOARD FENCE
 FM0082'CORNER, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FM0082'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1805 ***********************************************************************
 AX1805  DESIGNATION -  W 350
 AX1805  PID         -  AX1805
 AX1805  STATE/COUNTY-  TX/DE WITT
 AX1805  USGS QUAD   -  HOCHHEIM (1987)
 AX1805
 AX1805                         *CURRENT SURVEY CONTROL
 AX1805  ___________________________________________________________________
 AX1805* NAD 83(1986)-  29 18 44.     (N)    097 17 32.     (W)     SCALED    
 AX1805* NAVD 88     -       102.86   (+/-2cm)     337.5    (feet)  VERTCON   
 AX1805  ___________________________________________________________________
 AX1805  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX1805
 AX1805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1805
 AX1805.The horizontal coordinates were scaled from a topographic map and have
 AX1805.an estimated accuracy of +/- 6 seconds.
 AX1805
 AX1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1805.The vertical order pertains to the NGVD 29 superseded value.
 AX1805
 AX1805.The geoid height was determined by GEOID03.
 AX1805
 AX1805;                    North         East    Units  Estimated Accuracy
 AX1805;SPC TXSC     - 4,165,110.      765,870.      MT  (+/- 180 meters Scaled)
 AX1805
 AX1805                          SUPERSEDED SURVEY CONTROL
 AX1805
 AX1805  NGVD 29 (??/??/92)  102.842  (m)          337.41   (f) ADJ UNCH    2 0
 AX1805
 AX1805.Superseded values are not recommended for survey control.
 AX1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1805.See file dsdata.txt to determine how the superseded data were derived.
 AX1805
 AX1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT658437(NAD 83)
 AX1805_MARKER: DB = BENCH MARK DISK
 AX1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1805_STAMPING: W 350 1935
 AX1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1805+STABILITY: SURFACE MOTION
 AX1805
 AX1805  HISTORY     - Date     Condition        Report By
 AX1805  HISTORY     - 1935     MONUMENTED       CGS
 AX1805  HISTORY     - 1959     GOOD             NGS
 AX1805
 AX1805                          STATION DESCRIPTION
 AX1805
 AX1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX1805'IN HOCHHEIM.
 AX1805'AT HOCHHEIM, ABOUT 2000 FEET NORTHEAST OF THE JUNCTION OF U. S.
 AX1805'HIGHWAY 183 AND STATE HIGHWAY 111, 116 FEET NORTHWEST OF THE
 AX1805'CENTERLINE OF STATE HIGHWAY 111, 30 FEET SOUTH OF THE CENTERLINE OF
 AX1805'THE OLD HIGHWAY, 220 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY
 AX1805'111 AND A ROAD TO HOCHHEIM, 480 FEET NORTHWEST OF THE JUNCTION OF
 AX1805'FARM-TO-MARKET ROAD 443 AND STATE HIGHWAY 111, AND ABOUT 6 INCHES
 AX1805'UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0207 ***********************************************************************
 AE0207  DESIGNATION -  W 351
 AE0207  PID         -  AE0207
 AE0207  STATE/COUNTY-  TX/HIDALGO
 AE0207  USGS QUAD   -  LINN SIDING (1982)
 AE0207
 AE0207                         *CURRENT SURVEY CONTROL
 AE0207  ___________________________________________________________________
 AE0207* NAD 83(1986)-  26 31 53.     (N)    098 07 35.     (W)     SCALED    
 AE0207* NAVD 88     -        23.859  (meters)      78.28   (feet)  ADJUSTED  
 AE0207  ___________________________________________________________________
 AE0207  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AE0207  DYNAMIC HT  -          23.820 (meters)      78.15  (feet)  COMP
 AE0207  MODELED GRAV-     979,037.2   (mgal)                       NAVD 88
 AE0207
 AE0207  VERT ORDER  -  SECOND    CLASS 0
 AE0207
 AE0207.The horizontal coordinates were scaled from a topographic map and have
 AE0207.an estimated accuracy of +/- 6 seconds.
 AE0207
 AE0207.The orthometric height was determined by differential leveling
 AE0207.and adjusted by the National Geodetic Survey in June 1991..
 AE0207
 AE0207.The geoid height was determined by GEOID03.
 AE0207
 AE0207.The dynamic height is computed by dividing the NAVD 88
 AE0207.geopotential number by the normal gravity value computed on the
 AE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0207.degrees latitude (g = 980.6199 gals.).
 AE0207
 AE0207.The modeled gravity was interpolated from observed gravity values.
 AE0207
 AE0207;                    North         East    Units  Estimated Accuracy
 AE0207;SPC TX S     - 5,095,860.      337,230.      MT  (+/- 180 meters Scaled)
 AE0207
 AE0207                          SUPERSEDED SURVEY CONTROL
 AE0207
 AE0207  NGVD 29 (??/??/92)   23.971  (m)           78.64   (f) ADJ UNCH    2 0
 AE0207
 AE0207.Superseded values are not recommended for survey control.
 AE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0207.See file dsdata.txt to determine how the superseded data were derived.
 AE0207
 AE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ870348(NAD 83)
 AE0207_MARKER: DB = BENCH MARK DISK
 AE0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0207_STAMPING: W-351
 AE0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0207+STABILITY: SURFACE MOTION
 AE0207
 AE0207  HISTORY     - Date     Condition        Report By
 AE0207  HISTORY     - UNK      MONUMENTED       CGS
 AE0207  HISTORY     - 1935     GOOD             NGS
 AE0207  HISTORY     - 1943     MARK NOT FOUND   NGS
 AE0207
 AE0207                          STATION DESCRIPTION
 AE0207
 AE0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0207'16.2 MI N FROM EDINBURG.
 AE0207'16.2 MILES NORTH OF AND ALONG U. S. HIGHWAY 281.  40 FEET EAST OF
 AE0207'CENTER LINE OF ROAD.  12 FEET WEST OF FENCE LINE.  8 FEET EAST OF A
 AE0207'ROW OF POLES.
 AE0207
 AE0207                          STATION RECOVERY (1943)
 AE0207
 AE0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AE0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0125 ***********************************************************************
 FL0125  DESIGNATION -  W 352
 FL0125  PID         -  FL0125
 FL0125  STATE/COUNTY-  TX/WHEELER
 FL0125  USGS QUAD   -  FULLER (1963)
 FL0125
 FL0125                         *CURRENT SURVEY CONTROL
 FL0125  ___________________________________________________________________
 FL0125* NAD 83(1986)-  35 14 33.     (N)    100 05 32.     (W)     SCALED    
 FL0125* NAVD 88     -       659.792  (meters)    2164.67   (feet)  ADJUSTED  
 FL0125  ___________________________________________________________________
 FL0125  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0125  DYNAMIC HT  -         659.108 (meters)    2162.42  (feet)  COMP
 FL0125  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 FL0125
 FL0125  VERT ORDER  -  FIRST     CLASS II
 FL0125
 FL0125.The horizontal coordinates were scaled from a topographic map and have
 FL0125.an estimated accuracy of +/- 6 seconds.
 FL0125
 FL0125.The orthometric height was determined by differential leveling
 FL0125.and adjusted by the National Geodetic Survey in June 1991..
 FL0125
 FL0125.The geoid height was determined by GEOID03.
 FL0125
 FL0125.The dynamic height is computed by dividing the NAVD 88
 FL0125.geopotential number by the normal gravity value computed on the
 FL0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0125.degrees latitude (g = 980.6199 gals.).
 FL0125
 FL0125.The modeled gravity was interpolated from observed gravity values.
 FL0125
 FL0125;                    North         East    Units  Estimated Accuracy
 FL0125;SPC TX N     - 1,138,750.      328,120.      MT  (+/- 180 meters Scaled)
 FL0125
 FL0125                          SUPERSEDED SURVEY CONTROL
 FL0125
 FL0125  NGVD 29 (??/??/92)  659.53   (m)         2163.8    (f) COMPUTED    1 2
 FL0125
 FL0125.Superseded values are not recommended for survey control.
 FL0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0125.See file dsdata.txt to determine how the superseded data were derived.
 FL0125
 FL0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME006004(NAD 83)
 FL0125_MARKER: DB = BENCH MARK DISK
 FL0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0125_STAMPING: W 352 1953
 FL0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0125+STABILITY: SURFACE MOTION
 FL0125
 FL0125  HISTORY     - Date     Condition        Report By
 FL0125  HISTORY     - 1953     MONUMENTED       CGS
 FL0125
 FL0125                          STATION DESCRIPTION
 FL0125
 FL0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0125'0.65 MI W FROM FULLER.
 FL0125'0.65 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0125'FROM THE STATION SIGN AT FULLER, 9 RAILS NORTHEAST OF THE NORTHEAST
 FL0125'END OF TRESTLE 6546, 27 FEET SOUTHWEST OF THE 21ST POLE SOUTHWEST OF
 FL0125'MILEPOST 654, 44.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 4.3 FEET
 FL0125'SOUTHEAST OF A FENCE, 2.4 FEET SOUTHWEST OF A WITNESS POST, 12 FEET
 FL0125'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0125'PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0170 ***********************************************************************
 FL0170  DESIGNATION -  W 353
 FL0170  PID         -  FL0170
 FL0170  STATE/COUNTY-  TX/WHEELER
 FL0170  USGS QUAD   -  RAMSDELL (1963)
 FL0170
 FL0170                         *CURRENT SURVEY CONTROL
 FL0170  ___________________________________________________________________
 FL0170* NAD 83(1986)-  35 11 41.     (N)    100 25 07.     (W)     SCALED    
 FL0170* NAVD 88     -       773.026  (meters)    2536.17   (feet)  ADJUSTED  
 FL0170  ___________________________________________________________________
 FL0170  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL0170  DYNAMIC HT  -         772.204 (meters)    2533.47  (feet)  COMP
 FL0170  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 FL0170
 FL0170  VERT ORDER  -  FIRST     CLASS II
 FL0170
 FL0170.The horizontal coordinates were scaled from a topographic map and have
 FL0170.an estimated accuracy of +/- 6 seconds.
 FL0170
 FL0170.The orthometric height was determined by differential leveling
 FL0170.and adjusted by the National Geodetic Survey in June 1991..
 FL0170
 FL0170.The geoid height was determined by GEOID03.
 FL0170
 FL0170.The dynamic height is computed by dividing the NAVD 88
 FL0170.geopotential number by the normal gravity value computed on the
 FL0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0170.degrees latitude (g = 980.6199 gals.).
 FL0170
 FL0170.The modeled gravity was interpolated from observed gravity values.
 FL0170
 FL0170;                    North         East    Units  Estimated Accuracy
 FL0170;SPC TX N     - 1,133,080.      298,470.      MT  (+/- 180 meters Scaled)
 FL0170
 FL0170                          SUPERSEDED SURVEY CONTROL
 FL0170
 FL0170  NGVD 29 (??/??/92)  772.724  (m)         2535.18   (f) ADJ UNCH    1 2
 FL0170
 FL0170.Superseded values are not recommended for survey control.
 FL0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0170.See file dsdata.txt to determine how the superseded data were derived.
 FL0170
 FL0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD708955(NAD 83)
 FL0170_MARKER: DB = BENCH MARK DISK
 FL0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0170_STAMPING: W 353 1953
 FL0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0170+STABILITY: SURFACE MOTION
 FL0170
 FL0170  HISTORY     - Date     Condition        Report By
 FL0170  HISTORY     - 1953     MONUMENTED       CGS
 FL0170
 FL0170                          STATION DESCRIPTION
 FL0170
 FL0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0170'11.05 MI W FROM SHAMROCK.
 FL0170'11.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0170'FROM THE STATION AT SHAMROCK, 1.15 MILES EAST OF THE STATION SIGN AT
 FL0170'RAMSDELL, 20 1/2 POLES WEST OF MILEPOST 675, 0.2 MILE WEST OF A DIRT
 FL0170'ROAD CROSSING, 40.4 FEET SOUTH OF THE SOUTH RAIL, 33.5 FEET SOUTH OF A
 FL0170'WHISTLE SIGN, 35 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 52.3
 FL0170'FEET NORTH OF A FENCE, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP
 FL0170'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  1.0 MILE
 FL0170'EAST OF BENCH MARK X 353.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0403 ***********************************************************************
 FL0403  DESIGNATION -  W 354
 FL0403  PID         -  FL0403
 FL0403  STATE/COUNTY-  TX/GRAY
 FL0403  USGS QUAD   -  BACK (1962)
 FL0403
 FL0403                         *CURRENT SURVEY CONTROL
 FL0403  ___________________________________________________________________
 FL0403* NAD 83(1986)-  35 15 25.     (N)    100 36 35.     (W)     SCALED    
 FL0403* NAVD 88     -       867.842  (meters)    2847.24   (feet)  POSTED    
 FL0403  ___________________________________________________________________
 FL0403  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL0403  DYNAMIC HT  -         866.900 (meters)    2844.15  (feet)  COMP
 FL0403  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 FL0403
 FL0403  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FL0403
 FL0403.The horizontal coordinates were scaled from a topographic map and have
 FL0403.an estimated accuracy of +/- 6 seconds.
 FL0403
 FL0403.The orthometric height was determined by differential leveling
 FL0403.and adjusted by the National Geodetic Survey in 1992..
 FL0403.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FL0403.rate of 2.1 thru 3.0 mm/km.
 FL0403
 FL0403.The geoid height was determined by GEOID03.
 FL0403
 FL0403.The dynamic height is computed by dividing the NAVD 88
 FL0403.geopotential number by the normal gravity value computed on the
 FL0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0403.degrees latitude (g = 980.6199 gals.).
 FL0403
 FL0403.The modeled gravity was interpolated from observed gravity values.
 FL0403
 FL0403;                    North         East    Units  Estimated Accuracy
 FL0403;SPC TX N     - 1,139,810.      281,010.      MT  (+/- 180 meters Scaled)
 FL0403
 FL0403                          SUPERSEDED SURVEY CONTROL
 FL0403
 FL0403  NGVD 29 (??/??/92)  867.494  (m)         2846.10   (f) ADJ UNCH    1 2
 FL0403
 FL0403.Superseded values are not recommended for survey control.
 FL0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0403.See file dsdata.txt to determine how the superseded data were derived.
 FL0403
 FL0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE535027(NAD 83)
 FL0403_MARKER: DB = BENCH MARK DISK
 FL0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0403_STAMPING: W 354 1953
 FL0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0403+STABILITY: SURFACE MOTION
 FL0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0403+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FL0403
 FL0403  HISTORY     - Date     Condition        Report By
 FL0403  HISTORY     - 1953     MONUMENTED       CGS
 FL0403  HISTORY     - 1955     GOOD             NGS
 FL0403  HISTORY     - 20050803 GOOD             GEOCAC
 FL0403
 FL0403                          STATION DESCRIPTION
 FL0403
 FL0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0403'2.05 MI NW FROM MCLEAN.
 FL0403'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0403'THE STATION AT MCLEAN, THENCE 1.55 MILES NORTH ALONG STATE HIGHWAY
 FL0403'273, 0.1 MILE NORTHWEST OF A WHITE STUCCO HOUSE, 76.5 FEET WEST OF THE
 FL0403'CENTER LINE OF THE HIGHWAY, 20 FEET SOUTHEAST OF A POWER POLE, 1.2
 FL0403'FEET EAST OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 FL0403'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 FL0403
 FL0403                          STATION RECOVERY (1955)
 FL0403
 FL0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0403'RECOVERED IN GOOD CONDITION.
 FL0403
 FL0403                          STATION RECOVERY (2005)
 FL0403
 FL0403'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FL0403'HANDHELD COORDINATES ARE N35-15-25.98 W100-36-35.70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0134 ***********************************************************************
 AO0134  DESIGNATION -  W 356
 AO0134  PID         -  AO0134
 AO0134  STATE/COUNTY-  TX/LA SALLE
 AO0134  USGS QUAD   -  PIEDRA CREEK SW (1974)
 AO0134
 AO0134                         *CURRENT SURVEY CONTROL
 AO0134  ___________________________________________________________________
 AO0134* NAD 83(1986)-  28 02 00.     (N)    098 53 19.     (W)     SCALED    
 AO0134* NAVD 88     -        93.989  (meters)     308.36   (feet)  POSTED    
 AO0134  ___________________________________________________________________
 AO0134  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AO0134  DYNAMIC HT  -          93.850 (meters)     307.91  (feet)  COMP
 AO0134  MODELED GRAV-     979,121.4   (mgal)                       NAVD 88
 AO0134
 AO0134  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0134
 AO0134.The horizontal coordinates were scaled from a topographic map and have
 AO0134.an estimated accuracy of +/- 6 seconds.
 AO0134
 AO0134.The orthometric height was determined by differential leveling
 AO0134.and adjusted by the National Geodetic Survey in 1992..
 AO0134.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0134.rate of 1.1 thru 2.0 mm/km.
 AO0134
 AO0134.The geoid height was determined by GEOID03.
 AO0134
 AO0134.The dynamic height is computed by dividing the NAVD 88
 AO0134.geopotential number by the normal gravity value computed on the
 AO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0134.degrees latitude (g = 980.6199 gals.).
 AO0134
 AO0134.The modeled gravity was interpolated from observed gravity values.
 AO0134
 AO0134;                    North         East    Units  Estimated Accuracy
 AO0134;SPC TXSC     - 4,022,170.      610,950.      MT  (+/- 180 meters Scaled)
 AO0134
 AO0134                          SUPERSEDED SURVEY CONTROL
 AO0134
 AO0134  NGVD 29 (??/??/92)   93.968  (m)          308.29   (f) ADJ UNCH    2 0
 AO0134
 AO0134.Superseded values are not recommended for survey control.
 AO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0134.See file dsdata.txt to determine how the superseded data were derived.
 AO0134
 AO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS109009(NAD 83)
 AO0134_MARKER: DB = BENCH MARK DISK
 AO0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0134_STAMPING: W-356 1935
 AO0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0134+STABILITY: SURFACE MOTION
 AO0134
 AO0134  HISTORY     - Date     Condition        Report By
 AO0134  HISTORY     - 1935     MONUMENTED       CGS
 AO0134  HISTORY     - 1973     MARK NOT FOUND   USGS
 AO0134
 AO0134                          STATION DESCRIPTION
 AO0134
 AO0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0134'25.2 MI NW FROM FREER.
 AO0134'25.2 MILES NORTHWEST OF AND ALONG STATE HIGHWAY 55.  AT A SIDEROAD
 AO0134'RUNNING S. OF HIGHWAY.  26 FT. E. OF CENTER OF SIDE ROAD.  55 FT. S.
 AO0134'OF CENTER OF HIGHWAY.  SET IN TOP OF A CONCRETE POST.
 AO0134
 AO0134                          STATION RECOVERY (1973)
 AO0134
 AO0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AO0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0639 ***********************************************************************
 GK0639  DESIGNATION -  W 358
 GK0639  PID         -  GK0639
 GK0639  STATE/COUNTY-  TX/MOORE
 GK0639  USGS QUAD   -  CACTUS EAST (1963)
 GK0639
 GK0639                         *CURRENT SURVEY CONTROL
 GK0639  ___________________________________________________________________
 GK0639* NAD 83(1986)-  36 01 25.     (N)    101 58 22.     (W)     SCALED    
 GK0639* NAVD 88     -      1095.410  (meters)    3593.86   (feet)  ADJUSTED  
 GK0639  ___________________________________________________________________
 GK0639  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 GK0639  DYNAMIC HT  -        1094.160 (meters)    3589.76  (feet)  COMP
 GK0639  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 GK0639
 GK0639  VERT ORDER  -  SECOND    CLASS 0
 GK0639
 GK0639.The horizontal coordinates were scaled from a topographic map and have
 GK0639.an estimated accuracy of +/- 6 seconds.
 GK0639
 GK0639.The orthometric height was determined by differential leveling
 GK0639.and adjusted by the National Geodetic Survey in June 1991..
 GK0639
 GK0639.The geoid height was determined by GEOID03.
 GK0639
 GK0639.The dynamic height is computed by dividing the NAVD 88
 GK0639.geopotential number by the normal gravity value computed on the
 GK0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0639.degrees latitude (g = 980.6199 gals.).
 GK0639
 GK0639.The modeled gravity was interpolated from observed gravity values.
 GK0639
 GK0639;                    North         East    Units  Estimated Accuracy
 GK0639;SPC TX N     - 1,224,600.      157,390.      MT  (+/- 180 meters Scaled)
 GK0639
 GK0639                          SUPERSEDED SURVEY CONTROL
 GK0639
 GK0639  NGVD 29 (??/??/92) 1094.886  (m)         3592.14   (f) ADJ UNCH    2 0
 GK0639
 GK0639.Superseded values are not recommended for survey control.
 GK0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0639.See file dsdata.txt to determine how the superseded data were derived.
 GK0639
 GK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE321906(NAD 83)
 GK0639_MARKER: DB = BENCH MARK DISK
 GK0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0639_STAMPING: W 358 1943
 GK0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0639+STABILITY: SURFACE MOTION
 GK0639
 GK0639  HISTORY     - Date     Condition        Report By
 GK0639  HISTORY     - 1943     MONUMENTED       CGS
 GK0639
 GK0639                          STATION DESCRIPTION
 GK0639
 GK0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0639'1.7 MI E FROM ETTER.
 GK0639'THIS MARK IS ABOUT 1.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0639'GULF RAILWAY FROM THE RAILROAD CROSSING AT ETTER, MOORE COUNTY, 0.2
 GK0639'MILE EAST OF A NORTH-SOUTH ROAD CROSSING, 86.0 FEET NORTH OF MILEPOST
 GK0639'28-10, 7.0 FEET SOUTH OF A POWER POLE, 35.0 FEET SOUTH OF THE CENTER
 GK0639'LINE OF A ROAD RUNNING PARALLEL WITH THE TRACK, 44.0 FEET NORTH OF THE
 GK0639'NORTH RAIL, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET EAST
 GK0639'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0303 ***********************************************************************
 CD0303  DESIGNATION -  W 359
 CD0303  PID         -  CD0303
 CD0303  STATE/COUNTY-  TX/CULBERSON
 CD0303  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0303
 CD0303                         *CURRENT SURVEY CONTROL
 CD0303  ___________________________________________________________________
 CD0303* NAD 83(1986)-  31 49 41.     (N)    104 49 56.     (W)     SCALED    
 CD0303* NAVD 88     -      1374.810  (meters)    4510.52   (feet)  ADJUSTED  
 CD0303  ___________________________________________________________________
 CD0303  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CD0303  DYNAMIC HT  -        1372.707 (meters)    4503.62  (feet)  COMP
 CD0303  MODELED GRAV-     979,062.0   (mgal)                       NAVD 88
 CD0303
 CD0303  VERT ORDER  -  FIRST     CLASS I
 CD0303
 CD0303.The horizontal coordinates were scaled from a topographic map and have
 CD0303.an estimated accuracy of +/- 6 seconds.
 CD0303
 CD0303.The orthometric height was determined by differential leveling
 CD0303.and adjusted by the National Geodetic Survey in June 1991..
 CD0303
 CD0303.The geoid height was determined by GEOID03.
 CD0303
 CD0303.The dynamic height is computed by dividing the NAVD 88
 CD0303.geopotential number by the normal gravity value computed on the
 CD0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0303.degrees latitude (g = 980.6199 gals.).
 CD0303
 CD0303.The modeled gravity was interpolated from observed gravity values.
 CD0303
 CD0303;                    North         East    Units  Estimated Accuracy
 CD0303;SPC TX C     - 3,248,220.      274,220.      MT  (+/- 180 meters Scaled)
 CD0303
 CD0303                          SUPERSEDED SURVEY CONTROL
 CD0303
 CD0303  NGVD 29 (??/??/92) 1374.235  (m)         4508.64   (f) ADJ UNCH    1 1
 CD0303
 CD0303.Superseded values are not recommended for survey control.
 CD0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0303.See file dsdata.txt to determine how the superseded data were derived.
 CD0303
 CD0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER158213(NAD 83)
 CD0303_MARKER: DB = BENCH MARK DISK
 CD0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0303_STAMPING: W 359 1943
 CD0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0303+STABILITY: SURFACE MOTION
 CD0303
 CD0303  HISTORY     - Date     Condition        Report By
 CD0303  HISTORY     - 1943     MONUMENTED       CGS
 CD0303  HISTORY     - 1973     GOOD             USGS
 CD0303  HISTORY     - 1977     GOOD             NGS
 CD0303
 CD0303                          STATION DESCRIPTION
 CD0303
 CD0303'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0303'104.4 MI E FROM EL PASO.
 CD0303'ABOUT 97.1 MI EAST ALONG U.S. HWY 62 AND 180 FROM THE JCT. OF LOOP 16
 CD0303'AT EL PASO.  0.2 MI WEST OF THE HWY, 106 FEET SW OF THE CENTER OF A
 CD0303'CULVERT ALONG THE OLD HWY, 70 FEET WEST OF THE CENTERLINE OF THE OLD
 CD0303'HWY, AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 CD0303'GROUND.
 CD0303
 CD0303                          STATION RECOVERY (1977)
 CD0303
 CD0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0303'6.65 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180  FROM THE
 CD0303'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE
 CD0303'APPROXIMATELY 0.35 MILE ACROSS COUNTRY TO THE OLD HIGHWAY SURFACE
 CD0303'AND BENCH MARK, 68 FT. WEST OF THE CENTER LINE OF THE OLD HIGHWAY,
 CD0303'17 FT. NORTHWEST OF THE CENTER LINE OF A DIRT ROAD RUNNING
 CD0303'NORTH AND SOUTH, AT THE NORTH FOOT OF A RIDGE AND WHERE THE
 CD0303'DIRT ROAD LEADS SOUTH, UP THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1007 ***********************************************************************
 FL1007  DESIGNATION -  W 360
 FL1007  PID         -  FL1007
 FL1007  STATE/COUNTY-  TX/ARMSTRONG
 FL1007  USGS QUAD   -  CLAUDE SW (1983)
 FL1007
 FL1007                         *CURRENT SURVEY CONTROL
 FL1007  ___________________________________________________________________
 FL1007* NAD 83(1986)-  35 06 15.     (N)    101 28 13.     (W)     SCALED    
 FL1007* NAVD 88     -      1053.413  (meters)    3456.07   (feet)  ADJUSTED  
 FL1007  ___________________________________________________________________
 FL1007  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL1007  DYNAMIC HT  -        1052.161 (meters)    3451.96  (feet)  COMP
 FL1007  MODELED GRAV-     979,409.6   (mgal)                       NAVD 88
 FL1007
 FL1007  VERT ORDER  -  SECOND    CLASS 0
 FL1007
 FL1007.The horizontal coordinates were scaled from a topographic map and have
 FL1007.an estimated accuracy of +/- 6 seconds.
 FL1007
 FL1007.The orthometric height was determined by differential leveling
 FL1007.and adjusted by the National Geodetic Survey in June 1991..
 FL1007
 FL1007.The geoid height was determined by GEOID03.
 FL1007
 FL1007.The dynamic height is computed by dividing the NAVD 88
 FL1007.geopotential number by the normal gravity value computed on the
 FL1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1007.degrees latitude (g = 980.6199 gals.).
 FL1007
 FL1007.The modeled gravity was interpolated from observed gravity values.
 FL1007
 FL1007;                    North         East    Units  Estimated Accuracy
 FL1007;SPC TX N     - 1,122,490.      202,710.      MT  (+/- 180 meters Scaled)
 FL1007
 FL1007                          SUPERSEDED SURVEY CONTROL
 FL1007
 FL1007  NGVD 29 (??/??/92) 1052.931  (m)         3454.49   (f) ADJ UNCH    2 0
 FL1007
 FL1007.Superseded values are not recommended for survey control.
 FL1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1007.See file dsdata.txt to determine how the superseded data were derived.
 FL1007
 FL1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD748873(NAD 83)
 FL1007_MARKER: DB = BENCH MARK DISK
 FL1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1007_STAMPING: W 360 1943
 FL1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1007+STABILITY: SURFACE MOTION
 FL1007
 FL1007  HISTORY     - Date     Condition        Report By
 FL1007  HISTORY     - 1943     MONUMENTED       CGS
 FL1007  HISTORY     - 1954     MARK NOT FOUND   NGS
 FL1007
 FL1007                          STATION DESCRIPTION
 FL1007
 FL1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FL1007'6.4 MI W FROM CLAUDE.
 FL1007'0.4 MILE SOUTH ALONG A CITY STREET FROM THE COURTHOUSE AT CLAUDE,
 FL1007'ARMSTRONG COUNTY, THENCE 6.0 MILES WEST ALONG A GRADED SECTION-LINE
 FL1007'ROAD.  AT A ROAD INTERSECTION, 69 FEET NORTH OF THE CENTERLINE OF THE
 FL1007'EAST-AND-WEST ROAD, 18 FEET WEST OF THE CENTERLINE OF THE
 FL1007'NORTH-AND-SOUTH ROAD, IN LINE WITH THE WEST RIGHT-OF-WAY FENCE, AND
 FL1007'BETWEEN THE THIRD AND FOURTH POSTS FROM THE FENCE CORNER.  A STANDARD
 FL1007'DISK, STAMPED W 360 1943 AND SET IN THE TOP OF A CONCRETE POST
 FL1007'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0253 ***********************************************************************
 EN0253  DESIGNATION -  W 362
 EN0253  PID         -  EN0253
 EN0253  STATE/COUNTY-  TX/ARMSTRONG
 EN0253  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0253
 EN0253                         *CURRENT SURVEY CONTROL
 EN0253  ___________________________________________________________________
 EN0253* NAD 83(1986)-  34 51 54.     (N)    101 28 53.     (W)     SCALED    
 EN0253* NAVD 88     -       773.586  (meters)    2538.01   (feet)  ADJUSTED  
 EN0253  ___________________________________________________________________
 EN0253  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EN0253  DYNAMIC HT  -         772.667 (meters)    2534.99  (feet)  COMP
 EN0253  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 EN0253
 EN0253  VERT ORDER  -  SECOND    CLASS 0
 EN0253
 EN0253.The horizontal coordinates were scaled from a topographic map and have
 EN0253.an estimated accuracy of +/- 6 seconds.
 EN0253
 EN0253.The orthometric height was determined by differential leveling
 EN0253.and adjusted by the National Geodetic Survey in June 1991..
 EN0253
 EN0253.The geoid height was determined by GEOID03.
 EN0253
 EN0253.The dynamic height is computed by dividing the NAVD 88
 EN0253.geopotential number by the normal gravity value computed on the
 EN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0253.degrees latitude (g = 980.6199 gals.).
 EN0253
 EN0253.The modeled gravity was interpolated from observed gravity values.
 EN0253
 EN0253;                    North         East    Units  Estimated Accuracy
 EN0253;SPC TX N     - 1,095,960.      201,700.      MT  (+/- 180 meters Scaled)
 EN0253
 EN0253                          SUPERSEDED SURVEY CONTROL
 EN0253
 EN0253  NGVD 29 (??/??/92)  773.151  (m)         2536.58   (f) ADJ UNCH    2 0
 EN0253
 EN0253.Superseded values are not recommended for survey control.
 EN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0253.See file dsdata.txt to determine how the superseded data were derived.
 EN0253
 EN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD731608(NAD 83)
 EN0253_MARKER: DB = BENCH MARK DISK
 EN0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0253_SP_SET: TREE
 EN0253_STAMPING: W 362 1943
 EN0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0253
 EN0253  HISTORY     - Date     Condition        Report By
 EN0253  HISTORY     - 1943     MONUMENTED       CGS
 EN0253
 EN0253                          STATION DESCRIPTION
 EN0253
 EN0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0253'33.7 MI SE FROM CANYON.
 EN0253'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0253'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 13.7 MILES EAST
 EN0253'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  AT THE
 EN0253'SECOND CROSSING OF A DIM WAGON ROAD WEST OF AN OLD RANCH SHACK AND A
 EN0253'CORRAL, ON THE NORTH SIDE OF A TRAIL LEADING WEST FROM THE RIVER, 25
 EN0253'FEET WEST OF THE WEST BANK OF THE RIVER, AND IN THE EAST SIDE OF THE
 EN0253'TRUNK OF A 20-INCH COTTONWOOD TREE.  A STANDARD DISK, STAMPED W 362
 EN0253'1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0170 ***********************************************************************
 DQ0170  DESIGNATION -  W 364
 DQ0170  PID         -  DQ0170
 DQ0170  STATE/COUNTY-  TX/YOAKUM
 DQ0170  USGS QUAD   -  INK BASIN (1971)
 DQ0170
 DQ0170                         *CURRENT SURVEY CONTROL
 DQ0170  ___________________________________________________________________
 DQ0170* NAD 83(1986)-  33 00 28.     (N)    102 53 17.     (W)     SCALED    
 DQ0170* NAVD 88     -      1101.567  (meters)    3614.06   (feet)  ADJUSTED  
 DQ0170  ___________________________________________________________________
 DQ0170  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 DQ0170  DYNAMIC HT  -        1100.099 (meters)    3609.24  (feet)  COMP
 DQ0170  MODELED GRAV-     979,266.7   (mgal)                       NAVD 88
 DQ0170
 DQ0170  VERT ORDER  -  SECOND    CLASS 0
 DQ0170
 DQ0170.The horizontal coordinates were scaled from a topographic map and have
 DQ0170.an estimated accuracy of +/- 6 seconds.
 DQ0170
 DQ0170.The orthometric height was determined by differential leveling
 DQ0170.and adjusted by the National Geodetic Survey in June 1991..
 DQ0170
 DQ0170.The geoid height was determined by GEOID03.
 DQ0170
 DQ0170.The dynamic height is computed by dividing the NAVD 88
 DQ0170.geopotential number by the normal gravity value computed on the
 DQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0170.degrees latitude (g = 980.6199 gals.).
 DQ0170
 DQ0170.The modeled gravity was interpolated from observed gravity values.
 DQ0170
 DQ0170;                    North         East    Units  Estimated Accuracy
 DQ0170;SPC TXNC     - 2,157,280.      190,130.      MT  (+/- 180 meters Scaled)
 DQ0170
 DQ0170                          SUPERSEDED SURVEY CONTROL
 DQ0170
 DQ0170  NGVD 29 (??/??/92) 1101.191  (m)         3612.82   (f) ADJ UNCH    2 0
 DQ0170
 DQ0170.Superseded values are not recommended for survey control.
 DQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0170.See file dsdata.txt to determine how the superseded data were derived.
 DQ0170
 DQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS972541(NAD 83)
 DQ0170_MARKER: DB = BENCH MARK DISK
 DQ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0170_STAMPING: W 364 - 1943
 DQ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0170+STABILITY: SURFACE MOTION
 DQ0170
 DQ0170  HISTORY     - Date     Condition        Report By
 DQ0170  HISTORY     - 1943     MONUMENTED       CGS
 DQ0170  HISTORY     - 1971     GOOD             USGS
 DQ0170
 DQ0170                          STATION DESCRIPTION
 DQ0170
 DQ0170'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DQ0170'5.1 MI NW FROM DENVER CITY.
 DQ0170'FROM THE POST OFFICE AT DENVER CITY, TEXAS, (NW CORNER OF BRADY AVE.
 DQ0170'AND E 4TH ST.), GO SOUTH 0.25 MI (3 BLOCKS) TO STATE HIGHWAY 83, TURN
 DQ0170'RIGHT (WEST) AND CONTINUE FOR 3.6 MILES TO THE INTERSECTION OF FARM
 DQ0170'ROAD 1622, TURN RIGHT (NORTH) AND CONTINUE FOR 31. MILES TO A PAVED
 DQ0170'ROAD LEADING WEST. BM IS 55 FT WEST OF THE FARM ROAD, 47 FT SOUTH OF
 DQ0170'THE PAVED ROAD AND 25 FT NORTH OF A FENCE.  STANDARD DISK SET IN
 DQ0170'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0232 ***********************************************************************
 DQ0232  DESIGNATION -  W 366
 DQ0232  PID         -  DQ0232
 DQ0232  STATE/COUNTY-  TX/COCHRAN
 DQ0232  USGS QUAD   -  WHITEFACE (1965)
 DQ0232
 DQ0232                         *CURRENT SURVEY CONTROL
 DQ0232  ___________________________________________________________________
 DQ0232* NAD 83(1986)-  33 33 27.     (N)    102 36 38.     (W)     SCALED    
 DQ0232* NAVD 88     -      1120.436  (meters)    3675.96   (feet)  ADJUSTED  
 DQ0232  ___________________________________________________________________
 DQ0232  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 DQ0232  DYNAMIC HT  -        1118.964 (meters)    3671.13  (feet)  COMP
 DQ0232  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 DQ0232
 DQ0232  VERT ORDER  -  SECOND    CLASS 0
 DQ0232
 DQ0232.The horizontal coordinates were scaled from a topographic map and have
 DQ0232.an estimated accuracy of +/- 6 seconds.
 DQ0232
 DQ0232.The orthometric height was determined by differential leveling
 DQ0232.and adjusted by the National Geodetic Survey in June 1991..
 DQ0232
 DQ0232.The geoid height was determined by GEOID03.
 DQ0232
 DQ0232.The dynamic height is computed by dividing the NAVD 88
 DQ0232.geopotential number by the normal gravity value computed on the
 DQ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0232.degrees latitude (g = 980.6199 gals.).
 DQ0232
 DQ0232.The modeled gravity was interpolated from observed gravity values.
 DQ0232
 DQ0232;                    North         East    Units  Estimated Accuracy
 DQ0232;SPC TXNC     - 2,217,140.      218,420.      MT  (+/- 180 meters Scaled)
 DQ0232
 DQ0232                          SUPERSEDED SURVEY CONTROL
 DQ0232
 DQ0232  NGVD 29 (??/??/92) 1120.031  (m)         3674.64   (f) ADJ UNCH    2 0
 DQ0232
 DQ0232.Superseded values are not recommended for survey control.
 DQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0232.See file dsdata.txt to determine how the superseded data were derived.
 DQ0232
 DQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT218156(NAD 83)
 DQ0232_MARKER: DB = BENCH MARK DISK
 DQ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0232_STAMPING: W 366 1943
 DQ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0232+STABILITY: SURFACE MOTION
 DQ0232
 DQ0232  HISTORY     - Date     Condition        Report By
 DQ0232  HISTORY     - 1943     MONUMENTED       CGS
 DQ0232
 DQ0232                          STATION DESCRIPTION
 DQ0232
 DQ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0232'2.9 MI S FROM WHITEFACE.
 DQ0232'THIS MARK IS ABOUT 2.9 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0232'RAILROAD STATION AT WHITEFACE, COCHRAN COUNTY, SET NEAR AN IRON CATTLE
 DQ0232'GUARD WEST OF THE ROAD AND AT A ROAD RUNNING WEST, 2.0 FEET EAST OF A
 DQ0232'FENCE RUNNING PARALLEL WITH THE ROAD, 37.0 FEET NORTH OF THE NORTH END
 DQ0232'OF THE CATTLE GUARD, 50.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DQ0232'PROJECTING ABOUT 9-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHEAST OF A
 DQ0232'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0211 ***********************************************************************
 GL0211  DESIGNATION -  W 368
 GL0211  PID         -  GL0211
 GL0211  STATE/COUNTY-  TX/SHERMAN
 GL0211  USGS QUAD   -  STRATFORD (1964)
 GL0211
 GL0211                         *CURRENT SURVEY CONTROL
 GL0211  ___________________________________________________________________
 GL0211* NAD 83(1986)-  36 19 01.     (N)    102 03 34.     (W)     SCALED    
 GL0211* NAVD 88     -      1107.758  (meters)    3634.37   (feet)  ADJUSTED  
 GL0211  ___________________________________________________________________
 GL0211  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 GL0211  DYNAMIC HT  -        1106.533 (meters)    3630.35  (feet)  COMP
 GL0211  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 GL0211
 GL0211  VERT ORDER  -  SECOND    CLASS 0
 GL0211
 GL0211.The horizontal coordinates were scaled from a topographic map and have
 GL0211.an estimated accuracy of +/- 6 seconds.
 GL0211
 GL0211.The orthometric height was determined by differential leveling
 GL0211.and adjusted by the National Geodetic Survey in June 1991..
 GL0211
 GL0211.The geoid height was determined by GEOID03.
 GL0211
 GL0211.The dynamic height is computed by dividing the NAVD 88
 GL0211.geopotential number by the normal gravity value computed on the
 GL0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0211.degrees latitude (g = 980.6199 gals.).
 GL0211
 GL0211.The modeled gravity was interpolated from observed gravity values.
 GL0211
 GL0211;                    North         East    Units  Estimated Accuracy
 GL0211;SPC TX N     - 1,257,190.      149,760.      MT  (+/- 180 meters Scaled)
 GL0211
 GL0211                          SUPERSEDED SURVEY CONTROL
 GL0211
 GL0211.No superseded survey control is available for this station.
 GL0211
 GL0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA639231(NAD 83)
 GL0211_MARKER: DB = BENCH MARK DISK
 GL0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0211_STAMPING: W 368 1943
 GL0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0211+STABILITY: SURFACE MOTION
 GL0211
 GL0211  HISTORY     - Date     Condition        Report By
 GL0211  HISTORY     - 1943     MONUMENTED       CGS
 GL0211
 GL0211                          STATION DESCRIPTION
 GL0211
 GL0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0211'1.6 MI S FROM STRATFORD.
 GL0211'THIS MARK IS ABOUT 1.6 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0211'THE STATION AT STRATFORD, SHERMAN COUNTY, SET AT THE CROSSING OF A
 GL0211'DIRT ROAD, IN THE SOUTHEAST ANGLE, 2.0 FEET WEST OF THE EAST
 GL0211'RIGHT-OF-WAY FENCE, 22.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GL0211'70.0 FEET EAST OF THE EAST RAIL OF THE TRACK, PROJECTING ABOUT 1-INCH
 GL0211'ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0083 ***********************************************************************
 GL0083  DESIGNATION -  W 369
 GL0083  PID         -  GL0083
 GL0083  STATE/COUNTY-  TX/MOORE
 GL0083  USGS QUAD   -  CACTUS WEST (1965)
 GL0083
 GL0083                         *CURRENT SURVEY CONTROL
 GL0083  ___________________________________________________________________
 GL0083* NAD 83(1986)-  36 01 24.     (N)    102 00 48.     (W)     SCALED    
 GL0083* NAVD 88     -      1109.804  (meters)    3641.08   (feet)  ADJUSTED  
 GL0083  ___________________________________________________________________
 GL0083  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 GL0083  DYNAMIC HT  -        1108.536 (meters)    3636.92  (feet)  COMP
 GL0083  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 GL0083
 GL0083  VERT ORDER  -  SECOND    CLASS 0
 GL0083
 GL0083.The horizontal coordinates were scaled from a topographic map and have
 GL0083.an estimated accuracy of +/- 6 seconds.
 GL0083
 GL0083.The orthometric height was determined by differential leveling
 GL0083.and adjusted by the National Geodetic Survey in June 1991..
 GL0083
 GL0083.The geoid height was determined by GEOID03.
 GL0083
 GL0083.The dynamic height is computed by dividing the NAVD 88
 GL0083.geopotential number by the normal gravity value computed on the
 GL0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0083.degrees latitude (g = 980.6199 gals.).
 GL0083
 GL0083.The modeled gravity was interpolated from observed gravity values.
 GL0083
 GL0083;                    North         East    Units  Estimated Accuracy
 GL0083;SPC TX N     - 1,224,590.      153,730.      MT  (+/- 180 meters Scaled)
 GL0083
 GL0083                          SUPERSEDED SURVEY CONTROL
 GL0083
 GL0083  NGVD 29 (??/??/92) 1109.28   (m)         3639.4    (f) COMPUTED    2 0
 GL0083
 GL0083.Superseded values are not recommended for survey control.
 GL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0083.See file dsdata.txt to determine how the superseded data were derived.
 GL0083
 GL0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV691906(NAD 83)
 GL0083_MARKER: DB = BENCH MARK DISK
 GL0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0083_STAMPING: W 369 1943
 GL0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0083+STABILITY: SURFACE MOTION
 GL0083
 GL0083  HISTORY     - Date     Condition        Report By
 GL0083  HISTORY     - 1943     MONUMENTED       CGS
 GL0083  HISTORY     - 1945     GOOD             LOCENG
 GL0083
 GL0083                          STATION DESCRIPTION
 GL0083
 GL0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0083'1.0 MI W FROM ETTER.
 GL0083'1.0 MILE WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0083'ETTER.  SET BY MILE POST NUMBER 30.20.  ABOUT 2 1/2 POLES WEST OF A
 GL0083'ROAD CROSSING, 37.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 GL0083'10.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 9.5 FEET EAST OF THE MILE
 GL0083'POST, 4.5 FEET NORTH OF THE REFERENCE POST.
 GL0083
 GL0083                          STATION RECOVERY (1945)
 GL0083
 GL0083'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 GL0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0097 ***********************************************************************
 FM0097  DESIGNATION -  W 370
 FM0097  PID         -  FM0097
 FM0097  STATE/COUNTY-  TX/MOORE
 FM0097  USGS QUAD   -  MORAN RANCH (1963)
 FM0097
 FM0097                         *CURRENT SURVEY CONTROL
 FM0097  ___________________________________________________________________
 FM0097* NAD 83(1986)-  35 58 03.     (N)    102 08 27.     (W)     SCALED    
 FM0097* NAVD 88     -      1158.107  (meters)    3799.56   (feet)  ADJUSTED  
 FM0097  ___________________________________________________________________
 FM0097  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 FM0097  DYNAMIC HT  -        1156.767 (meters)    3795.16  (feet)  COMP
 FM0097  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 FM0097
 FM0097  VERT ORDER  -  SECOND    CLASS 0
 FM0097
 FM0097.The horizontal coordinates were scaled from a topographic map and have
 FM0097.an estimated accuracy of +/- 6 seconds.
 FM0097
 FM0097.The orthometric height was determined by differential leveling
 FM0097.and adjusted by the National Geodetic Survey in June 1991..
 FM0097
 FM0097.The geoid height was determined by GEOID03.
 FM0097
 FM0097.The dynamic height is computed by dividing the NAVD 88
 FM0097.geopotential number by the normal gravity value computed on the
 FM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0097.degrees latitude (g = 980.6199 gals.).
 FM0097
 FM0097.The modeled gravity was interpolated from observed gravity values.
 FM0097
 FM0097;                    North         East    Units  Estimated Accuracy
 FM0097;SPC TX N     - 1,218,460.      142,200.      MT  (+/- 180 meters Scaled)
 FM0097
 FM0097                          SUPERSEDED SURVEY CONTROL
 FM0097
 FM0097  NGVD 29 (??/??/92) 1157.545  (m)         3797.71   (f) ADJ UNCH    2 0
 FM0097
 FM0097.Superseded values are not recommended for survey control.
 FM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0097.See file dsdata.txt to determine how the superseded data were derived.
 FM0097
 FM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV578841(NAD 83)
 FM0097_MARKER: DB = BENCH MARK DISK
 FM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0097_STAMPING: W-370 1943
 FM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0097+STABILITY: SURFACE MOTION
 FM0097
 FM0097  HISTORY     - Date     Condition        Report By
 FM0097  HISTORY     - 1943     MONUMENTED       CGS
 FM0097  HISTORY     - 1963     GOOD             USGS
 FM0097
 FM0097                          STATION DESCRIPTION
 FM0097
 FM0097'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0097'21.5 MI NE FROM HARTLEY.
 FM0097'POST OFFICE.  8.5 MILES EAST OF ALONG U S HIGHWAY 87 FROM HARTLEY,
 FM0097'HARTLEY CO.  THENCE 7.0 MILES NORTH ALONG A GRADED ROAD.  THENCE 6.0
 FM0097'MILES EAST ALONG A GRADED ROAD.  57 FEET SOUTH OF THE CENTERLINE OF
 FM0097'THE ROAD.  1.3 FEET WEST OF A FENCE LEADING SOUTH.  A STANDARD DISK,
 FM0097'STAMPED W-370 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0591 ***********************************************************************
 GK0591  DESIGNATION -  W 372
 GK0591  PID         -  GK0591
 GK0591  STATE/COUNTY-  TX/SHERMAN
 GK0591  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK0591
 GK0591                         *CURRENT SURVEY CONTROL
 GK0591  ___________________________________________________________________
 GK0591* NAD 83(1986)-  36 08 18.     (N)    101 39 58.     (W)     SCALED    
 GK0591* NAVD 88     -      1035.855  (meters)    3398.47   (feet)  ADJUSTED  
 GK0591  ___________________________________________________________________
 GK0591  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 GK0591  DYNAMIC HT  -        1034.704 (meters)    3394.69  (feet)  COMP
 GK0591  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 GK0591
 GK0591  VERT ORDER  -  SECOND    CLASS 0
 GK0591
 GK0591.The horizontal coordinates were scaled from a topographic map and have
 GK0591.an estimated accuracy of +/- 6 seconds.
 GK0591
 GK0591.The orthometric height was determined by differential leveling
 GK0591.and adjusted by the National Geodetic Survey in June 1991..
 GK0591
 GK0591.The geoid height was determined by GEOID03.
 GK0591
 GK0591.The dynamic height is computed by dividing the NAVD 88
 GK0591.geopotential number by the normal gravity value computed on the
 GK0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0591.degrees latitude (g = 980.6199 gals.).
 GK0591
 GK0591.The modeled gravity was interpolated from observed gravity values.
 GK0591
 GK0591;                    North         East    Units  Estimated Accuracy
 GK0591;SPC TX N     - 1,237,240.      185,050.      MT  (+/- 180 meters Scaled)
 GK0591
 GK0591                          SUPERSEDED SURVEY CONTROL
 GK0591
 GK0591  NGVD 29 (??/??/92) 1035.371  (m)         3396.88   (f) ADJ UNCH    2 0
 GK0591
 GK0591.Superseded values are not recommended for survey control.
 GK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0591.See file dsdata.txt to determine how the superseded data were derived.
 GK0591
 GK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF601025(NAD 83)
 GK0591_MARKER: DB = BENCH MARK DISK
 GK0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0591_STAMPING: W 372 1943
 GK0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0591+STABILITY: SURFACE MOTION
 GK0591
 GK0591  HISTORY     - Date     Condition        Report By
 GK0591  HISTORY     - 1943     MONUMENTED       CGS
 GK0591  HISTORY     - 1952     GOOD             NGS
 GK0591  HISTORY     - 1974     MARK NOT FOUND   USGS
 GK0591
 GK0591                          STATION DESCRIPTION
 GK0591
 GK0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0591'17.0 MI NE FROM SUNRAY.
 GK0591'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0591'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 9.0 MILES EAST ALONG FARM
 GK0591'ROAD 1573, 0.2 MILE WEST OF A JUNCTION WITH A ROAD LEADING EAST, 388
 GK0591'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 173 FEET
 GK0591'SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE AROUND OIL PUMPING
 GK0591'STATION, 46 FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 66
 GK0591'FEET SOUTH OF A POWER POLE, 1.2 FEET WEST OF A FENCE, 2 FEET SOUTH OF
 GK0591'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 GK0591'THE GROUND.
 GK0591
 GK0591                          STATION RECOVERY (1974)
 GK0591
 GK0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GK0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0517 ***********************************************************************
 GK0517  DESIGNATION -  W 373
 GK0517  PID         -  GK0517
 GK0517  STATE/COUNTY-  TX/SHERMAN
 GK0517  USGS QUAD   -  STEVENS SE (1974)
 GK0517
 GK0517                         *CURRENT SURVEY CONTROL
 GK0517  ___________________________________________________________________
 GK0517* NAD 83(1986)-  36 15 18.     (N)    101 45 05.     (W)     SCALED    
 GK0517* NAVD 88     -      1044.169  (meters)    3425.74   (feet)  ADJUSTED  
 GK0517  ___________________________________________________________________
 GK0517  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 GK0517  DYNAMIC HT  -        1043.017 (meters)    3421.96  (feet)  COMP
 GK0517  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 GK0517
 GK0517  VERT ORDER  -  SECOND    CLASS 0
 GK0517
 GK0517.The horizontal coordinates were scaled from a topographic map and have
 GK0517.an estimated accuracy of +/- 6 seconds.
 GK0517
 GK0517.The orthometric height was determined by differential leveling
 GK0517.and adjusted by the National Geodetic Survey in June 1991..
 GK0517
 GK0517.The geoid height was determined by GEOID03.
 GK0517
 GK0517.The dynamic height is computed by dividing the NAVD 88
 GK0517.geopotential number by the normal gravity value computed on the
 GK0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0517.degrees latitude (g = 980.6199 gals.).
 GK0517
 GK0517.The modeled gravity was interpolated from observed gravity values.
 GK0517
 GK0517;                    North         East    Units  Estimated Accuracy
 GK0517;SPC TX N     - 1,250,200.      177,410.      MT  (+/- 180 meters Scaled)
 GK0517
 GK0517                          SUPERSEDED SURVEY CONTROL
 GK0517
 GK0517  NGVD 29 (??/??/92) 1043.704  (m)         3424.22   (f) ADJ UNCH    2 0
 GK0517
 GK0517.Superseded values are not recommended for survey control.
 GK0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0517.See file dsdata.txt to determine how the superseded data were derived.
 GK0517
 GK0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF527157(NAD 83)
 GK0517_MARKER: DB = BENCH MARK DISK
 GK0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0517_STAMPING: W 373 1943
 GK0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0517+STABILITY: SURFACE MOTION
 GK0517
 GK0517  HISTORY     - Date     Condition        Report By
 GK0517  HISTORY     - 1943     MONUMENTED       CGS
 GK0517
 GK0517                          STATION DESCRIPTION
 GK0517
 GK0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0517'23.6 MI SE FROM STRATFORD.
 GK0517'THIS MARK IS ABOUT 18.4 MILES SOUTHEAST AND 5.1 MILES SOUTH FROM THE
 GK0517'CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION STRATFORD, SHERMAN
 GK0517'COUNTY, SET ON THE NORTH RIM OF A VALLEY, 0.15 MILE NORTH OF A BRIDGE,
 GK0517'2.0 FEET WEST OF A FENCE RUNNING PARALLEL WITH THE ROAD, 14.2 FEET
 GK0517'WEST OF A TELEPHONE POLE, 32.0 FEET EAST OF THE CENTER LINE OF THE
 GK0517'ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHWEST
 GK0517'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0189 ***********************************************************************
 FM0189  DESIGNATION -  W 375
 FM0189  PID         -  FM0189
 FM0189  STATE/COUNTY-  TX/HARTLEY
 FM0189  USGS QUAD   -  CHANNING (1971)
 FM0189
 FM0189                         *CURRENT SURVEY CONTROL
 FM0189  ___________________________________________________________________
 FM0189* NAD 83(1986)-  35 40 46.     (N)    102 15 27.     (W)     SCALED    
 FM0189* NAVD 88     -      1119.255  (meters)    3672.09   (feet)  ADJUSTED  
 FM0189  ___________________________________________________________________
 FM0189  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 FM0189  DYNAMIC HT  -        1117.938 (meters)    3667.77  (feet)  COMP
 FM0189  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 FM0189
 FM0189  VERT ORDER  -  SECOND    CLASS 0
 FM0189
 FM0189.The horizontal coordinates were scaled from a topographic map and have
 FM0189.an estimated accuracy of +/- 6 seconds.
 FM0189
 FM0189.The orthometric height was determined by differential leveling
 FM0189.and adjusted by the National Geodetic Survey in June 1991..
 FM0189
 FM0189.The geoid height was determined by GEOID03.
 FM0189
 FM0189.The dynamic height is computed by dividing the NAVD 88
 FM0189.geopotential number by the normal gravity value computed on the
 FM0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0189.degrees latitude (g = 980.6199 gals.).
 FM0189
 FM0189.The modeled gravity was interpolated from observed gravity values.
 FM0189
 FM0189;                    North         East    Units  Estimated Accuracy
 FM0189;SPC TX N     - 1,186,580.      131,430.      MT  (+/- 180 meters Scaled)
 FM0189
 FM0189                          SUPERSEDED SURVEY CONTROL
 FM0189
 FM0189  NGVD 29 (??/??/92) 1118.702  (m)         3670.27   (f) ADJ UNCH    2 0
 FM0189
 FM0189.Superseded values are not recommended for survey control.
 FM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0189.See file dsdata.txt to determine how the superseded data were derived.
 FM0189
 FM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV482518(NAD 83)
 FM0189_MARKER: DB = BENCH MARK DISK
 FM0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0189_STAMPING: W 375 1943
 FM0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0189+STABILITY: SURFACE MOTION
 FM0189
 FM0189  HISTORY     - Date     Condition        Report By
 FM0189  HISTORY     - 1943     MONUMENTED       CGS
 FM0189  HISTORY     - 1971     GOOD             USGS
 FM0189
 FM0189                          STATION DESCRIPTION
 FM0189
 FM0189'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0189'4.5 MI E FROM CHANNING.
 FM0189'4.0 MILES EAST ALONG STATE HIGHWAY 354 FROM POST OFFICE IN CHANNING,
 FM0189'THENCE 2680 FEET ALONG OLD ROADS BEDS TO A SHARP LEFT TURN.  62 FEET
 FM0189'SOUTHEAST OF OLD RD CENTERLINE.  STANDARD DISK STAMPED W 375 1943 SET
 FM0189'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0210 ***********************************************************************
 FM0210  DESIGNATION -  W 376
 FM0210  PID         -  FM0210
 FM0210  STATE/COUNTY-  TX/HARTLEY
 FM0210  USGS QUAD   -  CHANNING (1971)
 FM0210
 FM0210                         *CURRENT SURVEY CONTROL
 FM0210  ___________________________________________________________________
 FM0210* NAD 83(1986)-  35 41 44.     (N)    102 21 47.     (W)     SCALED    
 FM0210* NAVD 88     -      1104.109  (meters)    3622.40   (feet)  ADJUSTED  
 FM0210  ___________________________________________________________________
 FM0210  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 FM0210  DYNAMIC HT  -        1102.802 (meters)    3618.11  (feet)  COMP
 FM0210  MODELED GRAV-     979,412.6   (mgal)                       NAVD 88
 FM0210
 FM0210  VERT ORDER  -  SECOND    CLASS 0
 FM0210
 FM0210.The horizontal coordinates were scaled from a topographic map and have
 FM0210.an estimated accuracy of +/- 6 seconds.
 FM0210
 FM0210.The orthometric height was determined by differential leveling
 FM0210.and adjusted by the National Geodetic Survey in June 1991..
 FM0210
 FM0210.The geoid height was determined by GEOID03.
 FM0210
 FM0210.The dynamic height is computed by dividing the NAVD 88
 FM0210.geopotential number by the normal gravity value computed on the
 FM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0210.degrees latitude (g = 980.6199 gals.).
 FM0210
 FM0210.The modeled gravity was interpolated from observed gravity values.
 FM0210
 FM0210;                    North         East    Units  Estimated Accuracy
 FM0210;SPC TX N     - 1,188,440.      121,890.      MT  (+/- 180 meters Scaled)
 FM0210
 FM0210                          SUPERSEDED SURVEY CONTROL
 FM0210
 FM0210  NGVD 29 (??/??/92) 1103.554  (m)         3620.58   (f) ADJ UNCH    2 0
 FM0210
 FM0210.Superseded values are not recommended for survey control.
 FM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0210.See file dsdata.txt to determine how the superseded data were derived.
 FM0210
 FM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV385533(NAD 83)
 FM0210_MARKER: DB = BENCH MARK DISK
 FM0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0210_STAMPING: W 376 1943
 FM0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0210+STABILITY: SURFACE MOTION
 FM0210
 FM0210  HISTORY     - Date     Condition        Report By
 FM0210  HISTORY     - 1943     MONUMENTED       CGS
 FM0210  HISTORY     - 1972     POOR             USGS
 FM0210  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0210
 FM0210                          STATION DESCRIPTION
 FM0210
 FM0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0210'2.5 MI W FROM CHANNING.
 FM0210'0.5 MILE NORTH, THENCE, 2.0 MILES WEST ALONG GRADED ROADS FROM THE
 FM0210'POST OFFICE AT CHANNING.  SET BY THE SOUTHWEST ABUTMENT OF A 30 INCH
 FM0210'TIN CORRIGATED CULVERT WITH ROCK CEMENTED ABUTMENTS, ABOUT 0.2 MILE
 FM0210'WEST OF A WOODEN BRIDGE.  43 FEET SOUTH OF THE CENTER-LINE OF THE
 FM0210'ROAD, 29.2 FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT OF THE CULVERT,
 FM0210'2.0 FEET NORTH OF THE REFERENCE POST.
 FM0210
 FM0210                          STATION RECOVERY (1972)
 FM0210
 FM0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FM0210'MARK RECOVERED IN POOR CONDITION.
 FM0210
 FM0210                          STATION RECOVERY (1985)
 FM0210
 FM0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0213 ***********************************************************************
 FM0213  DESIGNATION -  W 377
 FM0213  PID         -  FM0213
 FM0213  STATE/COUNTY-  TX/HARTLEY
 FM0213  USGS QUAD   -  CHANNING NW (1971)
 FM0213
 FM0213                         *CURRENT SURVEY CONTROL
 FM0213  ___________________________________________________________________
 FM0213* NAD 83(1986)-  35 42 18.     (N)    102 23 54.     (W)     SCALED    
 FM0213* NAVD 88     -      1152.275  (meters)    3780.42   (feet)  ADJUSTED  
 FM0213  ___________________________________________________________________
 FM0213  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 FM0213  DYNAMIC HT  -        1150.917 (meters)    3775.97  (feet)  COMP
 FM0213  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 FM0213
 FM0213  VERT ORDER  -  SECOND    CLASS 0
 FM0213
 FM0213.The horizontal coordinates were scaled from a topographic map and have
 FM0213.an estimated accuracy of +/- 6 seconds.
 FM0213
 FM0213.The orthometric height was determined by differential leveling
 FM0213.and adjusted by the National Geodetic Survey in June 1991..
 FM0213
 FM0213.The geoid height was determined by GEOID03.
 FM0213
 FM0213.The dynamic height is computed by dividing the NAVD 88
 FM0213.geopotential number by the normal gravity value computed on the
 FM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0213.degrees latitude (g = 980.6199 gals.).
 FM0213
 FM0213.The modeled gravity was interpolated from observed gravity values.
 FM0213
 FM0213;                    North         East    Units  Estimated Accuracy
 FM0213;SPC TX N     - 1,189,520.      118,710.      MT  (+/- 180 meters Scaled)
 FM0213
 FM0213                          SUPERSEDED SURVEY CONTROL
 FM0213
 FM0213  NGVD 29 (??/??/92) 1151.728  (m)         3778.63   (f) ADJ UNCH    2 0
 FM0213
 FM0213.Superseded values are not recommended for survey control.
 FM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0213.See file dsdata.txt to determine how the superseded data were derived.
 FM0213
 FM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV353543(NAD 83)
 FM0213_MARKER: DB = BENCH MARK DISK
 FM0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0213_STAMPING: W 377 1943
 FM0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0213+STABILITY: SURFACE MOTION
 FM0213
 FM0213  HISTORY     - Date     Condition        Report By
 FM0213  HISTORY     - 1943     MONUMENTED       CGS
 FM0213  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0213
 FM0213                          STATION DESCRIPTION
 FM0213
 FM0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0213'4.7 MI NW FROM CHANNING.
 FM0213'THIS MARK IS ABOUT 0.5 MILE NORTH AND 4.2 MILES WEST ALONG GRADED
 FM0213'ROADS FROM THE POST OFFICE AT CHANNING, HARTLEY COUNTY, SET AT THE T
 FM0213'JUNCTION OF A ROAD RUNNING NORTH, IN THE NORTHWEST ANGLE OF A FENCE,
 FM0213'0.5 MILE WEST OF A BROWN BUNGALOW ON HILL, 3.0 FEET SOUTH OF THE SOUTH
 FM0213'RIGHT-OF-WAY FENCE, 2.0 FEET EAST OF A NORTH-SOUTH FENCE, 27.0 FEET
 FM0213'SOUTH OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 4-INCHES ABOVE
 FM0213'THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
 FM0213
 FM0213                          STATION RECOVERY (1971)
 FM0213
 FM0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0166 ***********************************************************************
 FL0166  DESIGNATION -  W 378
 FL0166  PID         -  FL0166
 FL0166  STATE/COUNTY-  TX/WHEELER
 FL0166  USGS QUAD   -  RAMSDELL (1963)
 FL0166
 FL0166                         *CURRENT SURVEY CONTROL
 FL0166  ___________________________________________________________________
 FL0166* NAD 83(1986)-  35 13 09.     (N)    100 22 47.     (W)     SCALED    
 FL0166* NAVD 88     -       751.225  (meters)    2464.64   (feet)  ADJUSTED  
 FL0166  ___________________________________________________________________
 FL0166  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL0166  DYNAMIC HT  -         750.437 (meters)    2462.06  (feet)  COMP
 FL0166  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 FL0166
 FL0166  VERT ORDER  -  FIRST     CLASS II
 FL0166
 FL0166.The horizontal coordinates were scaled from a topographic map and have
 FL0166.an estimated accuracy of +/- 6 seconds.
 FL0166
 FL0166.The orthometric height was determined by differential leveling
 FL0166.and adjusted by the National Geodetic Survey in June 1991..
 FL0166
 FL0166.The geoid height was determined by GEOID03.
 FL0166
 FL0166.The dynamic height is computed by dividing the NAVD 88
 FL0166.geopotential number by the normal gravity value computed on the
 FL0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0166.degrees latitude (g = 980.6199 gals.).
 FL0166
 FL0166.The modeled gravity was interpolated from observed gravity values.
 FL0166
 FL0166;                    North         East    Units  Estimated Accuracy
 FL0166;SPC TX N     - 1,135,830.      301,980.      MT  (+/- 180 meters Scaled)
 FL0166
 FL0166                          SUPERSEDED SURVEY CONTROL
 FL0166
 FL0166  NGVD 29 (??/??/92)  750.933  (m)         2463.69   (f) ADJ UNCH    1 2
 FL0166
 FL0166.Superseded values are not recommended for survey control.
 FL0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0166.See file dsdata.txt to determine how the superseded data were derived.
 FL0166
 FL0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD744982(NAD 83)
 FL0166_MARKER: DB = BENCH MARK DISK
 FL0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0166_STAMPING: W 378 1943
 FL0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0166+STABILITY: SURFACE MOTION
 FL0166
 FL0166  HISTORY     - Date     Condition        Report By
 FL0166  HISTORY     - 1943     MONUMENTED       CGS
 FL0166  HISTORY     - 1953     GOOD             NGS
 FL0166
 FL0166                          STATION DESCRIPTION
 FL0166
 FL0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0166'8.0 MI W FROM SHAMROCK.
 FL0166'8.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0166'FROM THE STATION AT SHAMROCK, 2.0 MILES WEST OF THE STATION SIGN AT
 FL0166'LELA, 20 POLES WEST OF MILEPOST 672, 29.5 FEET NORTHWEST OF THE
 FL0166'NORTHWEST RAIL, IN THE CENTER OF AN OLD RAILROAD BED, 29 FEET
 FL0166'SOUTHEAST OF THE CENTER LINE OF A DIM TRACK ROAD, 11.3 FEET SOUTHEAST
 FL0166'OF A FENCE, 2.4 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 FL0166'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0534 ***********************************************************************
 FL0534  DESIGNATION -  W 379
 FL0534  PID         -  FL0534
 FL0534  STATE/COUNTY-  TX/GRAY
 FL0534  USGS QUAD   -  HOOVER (1967)
 FL0534
 FL0534                         *CURRENT SURVEY CONTROL
 FL0534  ___________________________________________________________________
 FL0534* NAD 83(1986)-  35 32 06.     (N)    100 45 26.     (W)     SCALED    
 FL0534* NAVD 88     -       949.029  (meters)    3113.61   (feet)  ADJUSTED  
 FL0534  ___________________________________________________________________
 FL0534  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0534  DYNAMIC HT  -         947.989 (meters)    3110.19  (feet)  COMP
 FL0534  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 FL0534
 FL0534  VERT ORDER  -  SECOND    CLASS 0
 FL0534
 FL0534.The horizontal coordinates were scaled from a topographic map and have
 FL0534.an estimated accuracy of +/- 6 seconds.
 FL0534
 FL0534.The orthometric height was determined by differential leveling
 FL0534.and adjusted by the National Geodetic Survey in June 1991..
 FL0534
 FL0534.The geoid height was determined by GEOID03.
 FL0534
 FL0534.The dynamic height is computed by dividing the NAVD 88
 FL0534.geopotential number by the normal gravity value computed on the
 FL0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0534.degrees latitude (g = 980.6199 gals.).
 FL0534
 FL0534.The modeled gravity was interpolated from observed gravity values.
 FL0534
 FL0534;                    North         East    Units  Estimated Accuracy
 FL0534;SPC TX N     - 1,170,540.      267,360.      MT  (+/- 180 meters Scaled)
 FL0534
 FL0534                          SUPERSEDED SURVEY CONTROL
 FL0534
 FL0534  NGVD 29 (??/??/92)  948.631  (m)         3112.30   (f) ADJ UNCH    2 0
 FL0534
 FL0534.Superseded values are not recommended for survey control.
 FL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0534.See file dsdata.txt to determine how the superseded data were derived.
 FL0534
 FL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE406337(NAD 83)
 FL0534_MARKER: DB = BENCH MARK DISK
 FL0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0534_SP_SET: CULVERT
 FL0534_STAMPING: W 379 1943
 FL0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0534
 FL0534  HISTORY     - Date     Condition        Report By
 FL0534  HISTORY     - 1943     MONUMENTED       CGS
 FL0534
 FL0534                          STATION DESCRIPTION
 FL0534
 FL0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0534'9.5 MI NE FROM LEFORS.
 FL0534'THIS MARK IS ABOUT 2.0 MILES EAST AND 7.5 MILES NORTH FROM THE POST
 FL0534'OFFICE AT LEFORS, GRAY COUNTY, SET AT THE PAMPA AIR BASE, IN THE TOP
 FL0534'OF THE EAST END OF THE SOUTH HEADWALL OF A 15 FOOT CULVERT UNDER THE
 FL0534'WEST ENTRANCE TO THE AIR BASE, 96.0 FEET EAST OF THE CENTER LINE OF
 FL0534'THE ROAD, 31.0 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE ROAD.
 FL0534'STAMPED W 379 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0656 ***********************************************************************
 GK0656  DESIGNATION -  W 380
 GK0656  PID         -  GK0656
 GK0656  STATE/COUNTY-  TX/MOORE
 GK0656  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0656
 GK0656                         *CURRENT SURVEY CONTROL
 GK0656  ___________________________________________________________________
 GK0656* NAD 83(1986)-  36 02 17.     (N)    101 40 00.     (W)     SCALED    
 GK0656* NAVD 88     -      1032.655  (meters)    3387.97   (feet)  ADJUSTED  
 GK0656  ___________________________________________________________________
 GK0656  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GK0656  DYNAMIC HT  -        1031.497 (meters)    3384.17  (feet)  COMP
 GK0656  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 GK0656
 GK0656  VERT ORDER  -  SECOND    CLASS 0
 GK0656
 GK0656.The horizontal coordinates were scaled from a topographic map and have
 GK0656.an estimated accuracy of +/- 6 seconds.
 GK0656
 GK0656.The orthometric height was determined by differential leveling
 GK0656.and adjusted by the National Geodetic Survey in June 1991..
 GK0656
 GK0656.The geoid height was determined by GEOID03.
 GK0656
 GK0656.The dynamic height is computed by dividing the NAVD 88
 GK0656.geopotential number by the normal gravity value computed on the
 GK0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0656.degrees latitude (g = 980.6199 gals.).
 GK0656
 GK0656.The modeled gravity was interpolated from observed gravity values.
 GK0656
 GK0656;                    North         East    Units  Estimated Accuracy
 GK0656;SPC TX N     - 1,226,110.      184,980.      MT  (+/- 180 meters Scaled)
 GK0656
 GK0656                          SUPERSEDED SURVEY CONTROL
 GK0656
 GK0656  NGVD 29 (??/??/92) 1032.164  (m)         3386.36   (f) ADJ UNCH    2 0
 GK0656
 GK0656.Superseded values are not recommended for survey control.
 GK0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0656.See file dsdata.txt to determine how the superseded data were derived.
 GK0656
 GK0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE597914(NAD 83)
 GK0656_MARKER: DB = BENCH MARK DISK
 GK0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0656_STAMPING: W 380 1943
 GK0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0656+STABILITY: SURFACE MOTION
 GK0656
 GK0656  HISTORY     - Date     Condition        Report By
 GK0656  HISTORY     - 1943     MONUMENTED       CGS
 GK0656
 GK0656                          STATION DESCRIPTION
 GK0656
 GK0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0656'9.0 MI E FROM SUNRAY.
 GK0656'THIS MARK IS ABOUT 9.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0656'GULF RAILROAD FROM THE RAILROAD STATION AT SUNRAY, MOORE COUNTY, 8.0
 GK0656'FEET WEST OF MILEPOST 11, ABOUT 250 FEET EAST OF A NORTH-SOUTH ROAD,
 GK0656'8.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 39.0 FEET SOUTH OF THE
 GK0656'SOUTH RAIL, PROJECTING ABOUT 1-INCH ABOVE THE GROUND, 2.0 FEET
 GK0656'NORTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0323 ***********************************************************************
 CA0323  DESIGNATION -  W 381
 CA0323  PID         -  CA0323
 CA0323  STATE/COUNTY-  TX/BROWN
 CA0323  USGS QUAD   -  MAY (1977)
 CA0323
 CA0323                         *CURRENT SURVEY CONTROL
 CA0323  ___________________________________________________________________
 CA0323* NAD 83(1986)-  31 52 35.     (N)    098 58 50.     (W)     SCALED    
 CA0323* NAVD 88     -       465.242  (meters)    1526.38   (feet)  ADJUSTED  
 CA0323  ___________________________________________________________________
 CA0323  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CA0323  DYNAMIC HT  -         464.636 (meters)    1524.39  (feet)  COMP
 CA0323  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 CA0323
 CA0323  VERT ORDER  -  SECOND    CLASS 0
 CA0323
 CA0323.The horizontal coordinates were scaled from a topographic map and have
 CA0323.an estimated accuracy of +/- 6 seconds.
 CA0323
 CA0323.The orthometric height was determined by differential leveling
 CA0323.and adjusted by the National Geodetic Survey in June 1991..
 CA0323
 CA0323.The geoid height was determined by GEOID03.
 CA0323
 CA0323.The dynamic height is computed by dividing the NAVD 88
 CA0323.geopotential number by the normal gravity value computed on the
 CA0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0323.degrees latitude (g = 980.6199 gals.).
 CA0323
 CA0323.The modeled gravity was interpolated from observed gravity values.
 CA0323
 CA0323;                    North         East    Units  Estimated Accuracy
 CA0323;SPC TX C     - 3,245,750.      828,000.      MT  (+/- 180 meters Scaled)
 CA0323
 CA0323                          SUPERSEDED SURVEY CONTROL
 CA0323
 CA0323  NGVD 29 (??/??/92)  465.144  (m)         1526.06   (f) ADJ UNCH    2 0
 CA0323
 CA0323.Superseded values are not recommended for survey control.
 CA0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0323.See file dsdata.txt to determine how the superseded data were derived.
 CA0323
 CA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA018267(NAD 83)
 CA0323_MARKER: DB = BENCH MARK DISK
 CA0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0323_STAMPING: W 381 1943
 CA0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0323+STABILITY: SURFACE MOTION
 CA0323
 CA0323  HISTORY     - Date     Condition        Report By
 CA0323  HISTORY     - 1943     MONUMENTED       CGS
 CA0323
 CA0323                          STATION DESCRIPTION
 CA0323
 CA0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0323'2.8 MI S FROM HOLDER.
 CA0323'1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE GENERAL STORE AT HOLDER,
 CA0323'THENCE 0.3 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.7 MILE
 CA0323'SOUTH ALONG A RANCH ROAD, ON THE RANCH OF MARION BAUGH, 49 FEET
 CA0323'SOUTHEAST OF THE MIDDLE OF AN EMBANKMENT ON THE SOUTHEAST SIDE OF A
 CA0323'STOCK WATERING HOLE, 20 FEET WEST OF THE WEST END OF A GATE ACROSS THE
 CA0323'ROAD, 2.0 FEET SOUTH OF A FENCE, AND 5 1/2 FEET EAST OF A WHITE
 CA0323'REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0393 ***********************************************************************
 CA0393  DESIGNATION -  W 384
 CA0393  PID         -  CA0393
 CA0393  STATE/COUNTY-  TX/BROWN
 CA0393  USGS QUAD   -  BANGS EAST (1987)
 CA0393
 CA0393                         *CURRENT SURVEY CONTROL
 CA0393  ___________________________________________________________________
 CA0393* NAD 83(1986)-  31 43 02.     (N)    099 05 48.     (W)     SCALED    
 CA0393* NAVD 88     -       496.982  (meters)    1630.52   (feet)  ADJUSTED  
 CA0393  ___________________________________________________________________
 CA0393  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CA0393  DYNAMIC HT  -         496.329 (meters)    1628.37  (feet)  COMP
 CA0393  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 CA0393
 CA0393  VERT ORDER  -  SECOND    CLASS 0
 CA0393
 CA0393.The horizontal coordinates were scaled from a topographic map and have
 CA0393.an estimated accuracy of +/- 6 seconds.
 CA0393
 CA0393.The orthometric height was determined by differential leveling
 CA0393.and adjusted by the National Geodetic Survey in June 1991..
 CA0393
 CA0393.The geoid height was determined by GEOID03.
 CA0393
 CA0393.The dynamic height is computed by dividing the NAVD 88
 CA0393.geopotential number by the normal gravity value computed on the
 CA0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0393.degrees latitude (g = 980.6199 gals.).
 CA0393
 CA0393.The modeled gravity was interpolated from observed gravity values.
 CA0393
 CA0393;                    North         East    Units  Estimated Accuracy
 CA0393;SPC TX C     - 3,227,970.      817,210.      MT  (+/- 180 meters Scaled)
 CA0393
 CA0393                          SUPERSEDED SURVEY CONTROL
 CA0393
 CA0393  NGVD 29 (??/??/92)  496.871  (m)         1630.15   (f) ADJ UNCH    2 0
 CA0393
 CA0393.Superseded values are not recommended for survey control.
 CA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0393.See file dsdata.txt to determine how the superseded data were derived.
 CA0393
 CA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA908090(NAD 83)
 CA0393_MARKER: DB = BENCH MARK DISK
 CA0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0393_STAMPING: W 384 1944
 CA0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0393+STABILITY: SURFACE MOTION
 CA0393
 CA0393  HISTORY     - Date     Condition        Report By
 CA0393  HISTORY     - 1944     MONUMENTED       CGS
 CA0393  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0393
 CA0393                          STATION DESCRIPTION
 CA0393
 CA0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0393'2.0 MI E FROM BANGS.
 CA0393'2.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0393'STATION AT BANGS, BROWN COUNTY, AT A PRIVATE ROAD-CROSSING, 43.8 FEET
 CA0393'NORTH OF THE NORTH RAIL, 33 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CA0393'25 FEET EAST OF THE EAST END OF A GATE, 5 FEET WEST OF A POLE, 3.3
 CA0393'FEET SOUTH OF A FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.
 CA0393'A STANDARD DISK, STAMPED W 384 1944 AND SET IN THE TOP OF A CONCRETE
 CA0393'POST.
 CA0393
 CA0393                          STATION RECOVERY (1982)
 CA0393
 CA0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0525 ***********************************************************************
 CS0525  DESIGNATION -  W 386
 CS0525  PID         -  CS0525
 CS0525  STATE/COUNTY-  TX/NAVARRO
 CS0525  USGS QUAD   -  CHATFIELD (1961)
 CS0525
 CS0525                         *CURRENT SURVEY CONTROL
 CS0525  ___________________________________________________________________
 CS0525* NAD 83(1986)-  32 10 31.     (N)    096 22 37.     (W)     SCALED    
 CS0525* NAVD 88     -       128.437  (meters)     421.38   (feet)  ADJUSTED  
 CS0525  ___________________________________________________________________
 CS0525  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0525  DYNAMIC HT  -         128.289 (meters)     420.89  (feet)  COMP
 CS0525  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 CS0525
 CS0525  VERT ORDER  -  SECOND    CLASS 0
 CS0525
 CS0525.The horizontal coordinates were scaled from a topographic map and have
 CS0525.an estimated accuracy of +/- 6 seconds.
 CS0525
 CS0525.The orthometric height was determined by differential leveling
 CS0525.and adjusted by the National Geodetic Survey in June 1991..
 CS0525
 CS0525.The geoid height was determined by GEOID03.
 CS0525
 CS0525.The dynamic height is computed by dividing the NAVD 88
 CS0525.geopotential number by the normal gravity value computed on the
 CS0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0525.degrees latitude (g = 980.6199 gals.).
 CS0525
 CS0525.The modeled gravity was interpolated from observed gravity values.
 CS0525
 CS0525;                    North         East    Units  Estimated Accuracy
 CS0525;SPC TXNC     - 2,058,430.      800,220.      MT  (+/- 180 meters Scaled)
 CS0525
 CS0525                          SUPERSEDED SURVEY CONTROL
 CS0525
 CS0525  NGVD 29 (??/??/92)  128.44   (m)          421.4    (f) COMPUTED    2 0
 CS0525
 CS0525.Superseded values are not recommended for survey control.
 CS0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0525.See file dsdata.txt to determine how the superseded data were derived.
 CS0525
 CS0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA473628(NAD 83)
 CS0525_MARKER: DB = BENCH MARK DISK
 CS0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0525_STAMPING: W 386 1946
 CS0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0525+STABILITY: SURFACE MOTION
 CS0525
 CS0525  HISTORY     - Date     Condition        Report By
 CS0525  HISTORY     - 1946     MONUMENTED       CGS
 CS0525
 CS0525                          STATION DESCRIPTION
 CS0525
 CS0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0525'0.25 MI NE FROM ROANE.
 CS0525'0.25 MILE NORTHEAST ALONG A CONCRETE ROAD FROM THE POST OFFICE AT
 CS0525'ROANE, 127 FEET SOUTHEAST OF THE CENTER LINE OF THE CONCRETE ROAD, 27
 CS0525'FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST, 3
 CS0525'FEET SOUTHWEST OF THE RIGHT OF WAY FENCE, 2 FEET SOUTHEAST OF A 4X4
 CS0525'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS0525'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1914 ***********************************************************************
 BY1914  DESIGNATION -  W 388
 BY1914  PID         -  BY1914
 BY1914  STATE/COUNTY-  TX/LEON
 BY1914  USGS QUAD   -  LEONA SW (1964)
 BY1914
 BY1914                         *CURRENT SURVEY CONTROL
 BY1914  ___________________________________________________________________
 BY1914* NAD 83(1986)-  31 05 31.     (N)    095 58 32.     (W)     SCALED    
 BY1914* NAVD 88     -       103.95   (+/-2cm)     341.0    (feet)  VERTCON   
 BY1914  ___________________________________________________________________
 BY1914  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY1914
 BY1914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1914
 BY1914.The horizontal coordinates were scaled from a topographic map and have
 BY1914.an estimated accuracy of +/- 6 seconds.
 BY1914
 BY1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1914.The vertical order pertains to the NGVD 29 superseded value.
 BY1914
 BY1914.The geoid height was determined by GEOID03.
 BY1914
 BY1914;                    North         East    Units  Estimated Accuracy
 BY1914;SPC TX C     - 3,166,140.    1,115,630.      MT  (+/- 180 meters Scaled)
 BY1914
 BY1914                          SUPERSEDED SURVEY CONTROL
 BY1914
 BY1914  NGVD 29 (??/??/92)  103.931  (m)          340.98   (f) ADJ UNCH    2 0
 BY1914
 BY1914.Superseded values are not recommended for survey control.
 BY1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1914.See file dsdata.txt to determine how the superseded data were derived.
 BY1914
 BY1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ161436(NAD 83)
 BY1914_MARKER: DB = BENCH MARK DISK
 BY1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1914_STAMPING: W 388 1947
 BY1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1914+STABILITY: SURFACE MOTION
 BY1914
 BY1914  HISTORY     - Date     Condition        Report By
 BY1914  HISTORY     - 1947     MONUMENTED       CGS
 BY1914
 BY1914                          STATION DESCRIPTION
 BY1914
 BY1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1914'10.1 MI NE FROM NORMANGEE.
 BY1914'TO REACH FROM THE BURLINGTON-ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BY1914'GO EAST 0.3 MILE ALONG A GRAVELED ROAD, THENCE NORTHEAST 9.8 MILES
 BY1914'ALONG STATE OSR HIGHWAY TO SITE OF MARK, BENCH MARK IS 51.0 FEET NORTH
 BY1914'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 24.0 FEET WEST
 BY1914'OF THE CENTER LINE OF A FARM DRIVE LEADING NORTH, 17.0 FEET WEST OF
 BY1914'THE WEST END OF A BOARD GATE, 2.0 FEET SOUTH OF A FENCE AND 1.5 FEET
 BY1914'EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BY1914'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1921 ***********************************************************************
 BY1921  DESIGNATION -  W 389
 BY1921  PID         -  BY1921
 BY1921  STATE/COUNTY-  TX/MADISON
 BY1921  USGS QUAD   -  ELWOOD (1972)
 BY1921
 BY1921                         *CURRENT SURVEY CONTROL
 BY1921  ___________________________________________________________________
 BY1921* NAD 83(1986)-  31 04 49.     (N)    095 51 31.     (W)     SCALED    
 BY1921* NAVD 88     -        96.95   (+/-2cm)     318.1    (feet)  VERTCON   
 BY1921  ___________________________________________________________________
 BY1921  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BY1921
 BY1921  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1921
 BY1921.The horizontal coordinates were scaled from a topographic map and have
 BY1921.an estimated accuracy of +/- 6 seconds.
 BY1921
 BY1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1921.The vertical order pertains to the NGVD 29 superseded value.
 BY1921
 BY1921.The geoid height was determined by GEOID03.
 BY1921
 BY1921;                    North         East    Units  Estimated Accuracy
 BY1921;SPC TX C     - 3,165,290.    1,126,830.      MT  (+/- 180 meters Scaled)
 BY1921
 BY1921                          SUPERSEDED SURVEY CONTROL
 BY1921
 BY1921  NGVD 29 (??/??/92)   96.945  (m)          318.06   (f) ADJ UNCH    2 0
 BY1921
 BY1921.Superseded values are not recommended for survey control.
 BY1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1921.See file dsdata.txt to determine how the superseded data were derived.
 BY1921
 BY1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ272420(NAD 83)
 BY1921_MARKER: DB = BENCH MARK DISK
 BY1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1921_STAMPING: W 389 1947
 BY1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1921+STABILITY: SURFACE MOTION
 BY1921
 BY1921  HISTORY     - Date     Condition        Report By
 BY1921  HISTORY     - 1947     MONUMENTED       CGS
 BY1921
 BY1921                          STATION DESCRIPTION
 BY1921
 BY1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1921'3.4 MI NW FROM ELWOOD.
 BY1921'ABOUT 3.4 MILES NORTHWEST ALONG STATE OSR HIGHWAY FROM THE ELWOOD
 BY1921'SCHOOL AT ELWOOD, 81.6 FEET SOUTHEAST OF A TWENTYTWO INCH OAK TREE,
 BY1921'59.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY1921'HIGHWAY, 53.0 FEET NORTHWEST OF A POWER POLE, 2.0 FEET NORTH OF A
 BY1921'FENCE AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY1921'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3
 BY1921'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0453 ***********************************************************************
 CS0453  DESIGNATION -  W 390
 CS0453  PID         -  CS0453
 CS0453  STATE/COUNTY-  TX/HENDERSON
 CS0453  USGS QUAD   -  TOOL (1981)
 CS0453
 CS0453                         *CURRENT SURVEY CONTROL
 CS0453  ___________________________________________________________________
 CS0453* NAD 83(1986)-  32 16 59.     (N)    096 11 46.     (W)     SCALED    
 CS0453* NAVD 88     -       108.302  (meters)     355.32   (feet)  ADJUSTED  
 CS0453  ___________________________________________________________________
 CS0453  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0453  DYNAMIC HT  -         108.178 (meters)     354.91  (feet)  COMP
 CS0453  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 CS0453
 CS0453  VERT ORDER  -  SECOND    CLASS 0
 CS0453
 CS0453.The horizontal coordinates were scaled from a topographic map and have
 CS0453.an estimated accuracy of +/- 6 seconds.
 CS0453
 CS0453.The orthometric height was determined by differential leveling
 CS0453.and adjusted by the National Geodetic Survey in June 1991..
 CS0453
 CS0453.The geoid height was determined by GEOID03.
 CS0453
 CS0453.The dynamic height is computed by dividing the NAVD 88
 CS0453.geopotential number by the normal gravity value computed on the
 CS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0453.degrees latitude (g = 980.6199 gals.).
 CS0453
 CS0453.The modeled gravity was interpolated from observed gravity values.
 CS0453
 CS0453;                    North         East    Units  Estimated Accuracy
 CS0453;SPC TXNC     - 2,070,730.      817,010.      MT  (+/- 180 meters Scaled)
 CS0453
 CS0453                          SUPERSEDED SURVEY CONTROL
 CS0453
 CS0453  NGVD 29 (??/??/92)  108.310  (m)          355.35   (f) ADJ UNCH    2 0
 CS0453
 CS0453.Superseded values are not recommended for survey control.
 CS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0453.See file dsdata.txt to determine how the superseded data were derived.
 CS0453
 CS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA640752(NAD 83)
 CS0453_MARKER: DB = BENCH MARK DISK
 CS0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0453_STAMPING: W 390 1947
 CS0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0453+STABILITY: SURFACE MOTION
 CS0453
 CS0453  HISTORY     - Date     Condition        Report By
 CS0453  HISTORY     - 1947     MONUMENTED       CGS
 CS0453  HISTORY     - 1958     GOOD             USGS
 CS0453
 CS0453                          STATION DESCRIPTION
 CS0453
 CS0453'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0453'12.7 MI NW FROM TRINIDAD.
 CS0453'TO REACH FROM THE ST. LOUIS SOUTHWESTERN RAILROAD STATION AT TRINIDAD,
 CS0453'PROCEED 9.9 MILES NORTHWEST ALONG STATE HIGHWAY 274 TO STEWARTS STORE
 CS0453'AT TOOL, THENCE 1.5 MILES WEST ALONG GRADED ROAD, THENCE 1.0 MILE
 CS0453'NORTH ALONG GRADED ROAD TO SITE OF MARK, 110 FEET NORTH OF CENTER OF
 CS0453'ROAD LEADING EAST, 81 FEET SOUTH AND ACROSS THE MAIN ROAD FROM A ROAD
 CS0453'LEADING WEST, 55 FEET SOUTHEAST OF A POWER POLE, 43 FEET EAST OF THE
 CS0453'CENTER OF THE NORTH-SOUTH ROAD, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 CS0453'MAIN ROAD, 3 FEET NORTH OF A MARKER POST, SET IN THE TOP OF A CONCRETE
 CS0453'POST PROJECTING 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1662 ***********************************************************************
 CS1662  DESIGNATION -  W 391
 CS1662  PID         -  CS1662
 CS1662  STATE/COUNTY-  TX/TARRANT
 CS1662  USGS QUAD   -  FORT WORTH (1981)
 CS1662
 CS1662                         *CURRENT SURVEY CONTROL
 CS1662  ___________________________________________________________________
 CS1662* NAD 83(1986)-  32 42 45.     (N)    097 15 15.     (W)     SCALED    
 CS1662* NAVD 88     -       196.360  (meters)     644.22   (feet)  ADJUSTED  
 CS1662  ___________________________________________________________________
 CS1662  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS1662  DYNAMIC HT  -         196.130 (meters)     643.47  (feet)  COMP
 CS1662  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 CS1662
 CS1662  VERT ORDER  -  FIRST     CLASS II
 CS1662
 CS1662.The horizontal coordinates were scaled from a topographic map and have
 CS1662.an estimated accuracy of +/- 6 seconds.
 CS1662
 CS1662.The orthometric height was determined by differential leveling
 CS1662.and adjusted by the National Geodetic Survey in June 1991..
 CS1662
 CS1662.The geoid height was determined by GEOID03.
 CS1662
 CS1662.The dynamic height is computed by dividing the NAVD 88
 CS1662.geopotential number by the normal gravity value computed on the
 CS1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1662.degrees latitude (g = 980.6199 gals.).
 CS1662
 CS1662.The modeled gravity was interpolated from observed gravity values.
 CS1662
 CS1662;                    North         East    Units  Estimated Accuracy
 CS1662;SPC TXNC     - 2,116,670.      716,790.      MT  (+/- 180 meters Scaled)
 CS1662
 CS1662                          SUPERSEDED SURVEY CONTROL
 CS1662
 CS1662  NGVD 29 (??/??/92)  196.345  (m)          644.18   (f) ADJ UNCH    1 2
 CS1662
 CS1662.Superseded values are not recommended for survey control.
 CS1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1662.See file dsdata.txt to determine how the superseded data were derived.
 CS1662
 CS1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB636207(NAD 83)
 CS1662_MARKER: DB = BENCH MARK DISK
 CS1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1662_STAMPING: W 391 1947
 CS1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1662+STABILITY: SURFACE MOTION
 CS1662
 CS1662  HISTORY     - Date     Condition        Report By
 CS1662  HISTORY     - 1947     MONUMENTED       CGS
 CS1662  HISTORY     - 1957     GOOD             NGS
 CS1662
 CS1662                          STATION DESCRIPTION
 CS1662
 CS1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1662'IN FT WORTH.
 CS1662'AT FT. WORTH, AT THE MIDWEST AIRPORT, 5.0 FEET WEST OF A TWELVE INCH
 CS1662'ELM TREE AND 2.8 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE OFFICE
 CS1662'BUILDING.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 CS1662'WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
 CS1662
 CS1662                          STATION RECOVERY (1957)
 CS1662
 CS1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0474 ***********************************************************************
 CS0474  DESIGNATION -  W 392
 CS0474  PID         -  CS0474
 CS0474  STATE/COUNTY-  TX/HENDERSON
 CS0474  USGS QUAD   -  MABANK (1981)
 CS0474
 CS0474                         *CURRENT SURVEY CONTROL
 CS0474  ___________________________________________________________________
 CS0474* NAD 83(1986)-  32 16 21.     (N)    096 05 37.     (W)     SCALED    
 CS0474* NAVD 88     -       108.456  (meters)     355.83   (feet)  ADJUSTED  
 CS0474  ___________________________________________________________________
 CS0474  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0474  DYNAMIC HT  -         108.332 (meters)     355.42  (feet)  COMP
 CS0474  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CS0474
 CS0474  VERT ORDER  -  SECOND    CLASS 0
 CS0474
 CS0474.The horizontal coordinates were scaled from a topographic map and have
 CS0474.an estimated accuracy of +/- 6 seconds.
 CS0474
 CS0474.The orthometric height was determined by differential leveling
 CS0474.and adjusted by the National Geodetic Survey in June 1991..
 CS0474
 CS0474.The geoid height was determined by GEOID03.
 CS0474
 CS0474.The dynamic height is computed by dividing the NAVD 88
 CS0474.geopotential number by the normal gravity value computed on the
 CS0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0474.degrees latitude (g = 980.6199 gals.).
 CS0474
 CS0474.The modeled gravity was interpolated from observed gravity values.
 CS0474
 CS0474;                    North         East    Units  Estimated Accuracy
 CS0474;SPC TXNC     - 2,069,780.      826,680.      MT  (+/- 180 meters Scaled)
 CS0474
 CS0474                          SUPERSEDED SURVEY CONTROL
 CS0474
 CS0474  NGVD 29 (??/??/92)  108.464  (m)          355.85   (f) ADJ UNCH    2 0
 CS0474
 CS0474.Superseded values are not recommended for survey control.
 CS0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0474.See file dsdata.txt to determine how the superseded data were derived.
 CS0474
 CS0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA737743(NAD 83)
 CS0474_MARKER: DB = BENCH MARK DISK
 CS0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0474_STAMPING: W 392 1947
 CS0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0474+STABILITY: SURFACE MOTION
 CS0474
 CS0474  HISTORY     - Date     Condition        Report By
 CS0474  HISTORY     - 1947     MONUMENTED       CGS
 CS0474
 CS0474                          STATION DESCRIPTION
 CS0474
 CS0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0474'1.8 MI SW FROM PAYNE SPRING.
 CS0474'0.8 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE PAYNE SPRING SCHOOL AT
 CS0474'PAYNE SPRING, THENCE 1.0 MILE WEST ALONG A DIRT ROAD TO THE SITE OF
 CS0474'THE MARK, 77 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 CS0474'PORTION OF THE ROAD, 15 FEET SOUTH OF A 24 INCH OAK TREE, 3 FEET NORTH
 CS0474'OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS0474'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2362 ***********************************************************************
 BY2362  DESIGNATION -  W 393
 BY2362  PID         -  BY2362
 BY2362  STATE/COUNTY-  TX/ANDERSON
 BY2362  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2362
 BY2362                         *CURRENT SURVEY CONTROL
 BY2362  ___________________________________________________________________
 BY2362* NAD 83(1986)-  31 49 21.     (N)    095 50 13.     (W)     SCALED    
 BY2362* NAVD 88     -        96.137  (meters)     315.41   (feet)  ADJUSTED  
 BY2362  ___________________________________________________________________
 BY2362  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BY2362  DYNAMIC HT  -          96.022 (meters)     315.03  (feet)  COMP
 BY2362  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 BY2362
 BY2362  VERT ORDER  -  SECOND    CLASS 0
 BY2362
 BY2362.The horizontal coordinates were scaled from a topographic map and have
 BY2362.an estimated accuracy of +/- 6 seconds.
 BY2362
 BY2362.The orthometric height was determined by differential leveling
 BY2362.and adjusted by the National Geodetic Survey in June 1991..
 BY2362
 BY2362.The geoid height was determined by GEOID03.
 BY2362
 BY2362.The dynamic height is computed by dividing the NAVD 88
 BY2362.geopotential number by the normal gravity value computed on the
 BY2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2362.degrees latitude (g = 980.6199 gals.).
 BY2362
 BY2362.The modeled gravity was interpolated from observed gravity values.
 BY2362
 BY2362;                    North         East    Units  Estimated Accuracy
 BY2362;SPC TX C     - 3,247,600.    1,125,570.      MT  (+/- 180 meters Scaled)
 BY2362
 BY2362                          SUPERSEDED SURVEY CONTROL
 BY2362
 BY2362  NGVD 29 (??/??/92)   96.119  (m)          315.35   (f) ADJ UNCH    2 0
 BY2362
 BY2362.Superseded values are not recommended for survey control.
 BY2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2362.See file dsdata.txt to determine how the superseded data were derived.
 BY2362
 BY2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR314242(NAD 83)
 BY2362_MARKER: DB = BENCH MARK DISK
 BY2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2362_STAMPING: W 393 1947
 BY2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2362+STABILITY: SURFACE MOTION
 BY2362
 BY2362  HISTORY     - Date     Condition        Report By
 BY2362  HISTORY     - 1947     MONUMENTED       CGS
 BY2362  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2362
 BY2362                          STATION DESCRIPTION
 BY2362
 BY2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2362'0.9 MI SE FROM TENNESSEE COLONY.
 BY2362'ALONG A GRADED COUNTY ROAD LEADING TO TUCKER.  0.9 MILE SOUTHEAST OF
 BY2362'TENNESSEE COLONY SCHOOL.  NEAR A FARM HOUSE.  45 FEET NORTHEAST OF THE
 BY2362'CENTER OF THE ROAD.  68 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARM
 BY2362'HOUSE.  3 FEET SOUTHWEST OF A WIRE FENCE.  2 FEET SOUTHEAST OF WITNESS
 BY2362'POST.
 BY2362
 BY2362                          STATION RECOVERY (1977)
 BY2362
 BY2362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1034 ***********************************************************************
 CS1034  DESIGNATION -  W 394
 CS1034  PID         -  CS1034
 CS1034  STATE/COUNTY-  TX/DALLAS
 CS1034  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1034
 CS1034                         *CURRENT SURVEY CONTROL
 CS1034  ___________________________________________________________________
 CS1034* NAD 83(1986)-  32 51 19.     (N)    096 43 52.     (W)     SCALED    
 CS1034* NAVD 88     -       141.931  (meters)     465.65   (feet)  ADJUSTED  
 CS1034  ___________________________________________________________________
 CS1034  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CS1034  DYNAMIC HT  -         141.771 (meters)     465.13  (feet)  COMP
 CS1034  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 CS1034
 CS1034  VERT ORDER  -  FIRST     CLASS II
 CS1034
 CS1034.The horizontal coordinates were scaled from a topographic map and have
 CS1034.an estimated accuracy of +/- 6 seconds.
 CS1034
 CS1034.The orthometric height was determined by differential leveling
 CS1034.and adjusted by the National Geodetic Survey in June 1991..
 CS1034
 CS1034.The geoid height was determined by GEOID03.
 CS1034
 CS1034.The dynamic height is computed by dividing the NAVD 88
 CS1034.geopotential number by the normal gravity value computed on the
 CS1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1034.degrees latitude (g = 980.6199 gals.).
 CS1034
 CS1034.The modeled gravity was interpolated from observed gravity values.
 CS1034
 CS1034;                    North         East    Units  Estimated Accuracy
 CS1034;SPC TXNC     - 2,133,200.      765,550.      MT  (+/- 180 meters Scaled)
 CS1034
 CS1034                          SUPERSEDED SURVEY CONTROL
 CS1034
 CS1034  NGVD 29 (??/??/92)  141.95   (m)          465.7    (f) COMPUTED    1 2
 CS1034
 CS1034.Superseded values are not recommended for survey control.
 CS1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1034.See file dsdata.txt to determine how the superseded data were derived.
 CS1034
 CS1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB123375(NAD 83)
 CS1034_MARKER: DD = SURVEY DISK
 CS1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1034_STAMPING: W 394 1947 1 E
 CS1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1034+STABILITY: SURFACE MOTION
 CS1034
 CS1034  HISTORY     - Date     Condition        Report By
 CS1034  HISTORY     - 1947     MONUMENTED       TX1730
 CS1034  HISTORY     - 1947     GOOD             NGS
 CS1034  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1034
 CS1034                          STATION DESCRIPTION
 CS1034
 CS1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1034'IN DALLAS.
 CS1034'AT DALLAS, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF NORTHWEST
 CS1034'HIGHWAY AND LAWTHER DRIVE, ABOUT 100 YARDS EAST OF A MISSOURI, KANSAS,
 CS1034'TEXAS RAILROAD UNDERPASS, 65.1 FEET EAST OF THE CENTER LINE OF LAWTHER
 CS1034'DRIVE, 49.1 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 CS1034'NORTHWEST HIGHWAY AND 32.4 FEET WEST OF A POWER POLE.  A BRONZE DISK
 CS1034'SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW GROUND.
 CS1034
 CS1034                          STATION RECOVERY (1958)
 CS1034
 CS1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1190 ***********************************************************************
 CS1190  DESIGNATION -  W 395
 CS1190  PID         -  CS1190
 CS1190  STATE/COUNTY-  TX/DALLAS
 CS1190  USGS QUAD   -  OAK CLIFF (1981)
 CS1190
 CS1190                         *CURRENT SURVEY CONTROL
 CS1190  ___________________________________________________________________
 CS1190* NAD 83(1986)-  32 44 37.     (N)    096 46 47.     (W)     SCALED    
 CS1190* NAVD 88     -       124.279  (meters)     407.74   (feet)  ADJUSTED  
 CS1190  ___________________________________________________________________
 CS1190  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CS1190  DYNAMIC HT  -         124.137 (meters)     407.27  (feet)  COMP
 CS1190  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 CS1190
 CS1190  VERT ORDER  -  FIRST     CLASS II
 CS1190
 CS1190.The horizontal coordinates were scaled from a topographic map and have
 CS1190.an estimated accuracy of +/- 6 seconds.
 CS1190
 CS1190.The orthometric height was determined by differential leveling
 CS1190.and adjusted by the National Geodetic Survey in June 1991..
 CS1190
 CS1190.The geoid height was determined by GEOID03.
 CS1190
 CS1190.The dynamic height is computed by dividing the NAVD 88
 CS1190.geopotential number by the normal gravity value computed on the
 CS1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1190.degrees latitude (g = 980.6199 gals.).
 CS1190
 CS1190.The modeled gravity was interpolated from observed gravity values.
 CS1190
 CS1190;                    North         East    Units  Estimated Accuracy
 CS1190;SPC TXNC     - 2,120,740.      761,200.      MT  (+/- 180 meters Scaled)
 CS1190
 CS1190                          SUPERSEDED SURVEY CONTROL
 CS1190
 CS1190  NGVD 29 (??/??/92)  124.293  (m)          407.78   (f) ADJ UNCH    1 2
 CS1190
 CS1190.Superseded values are not recommended for survey control.
 CS1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1190.See file dsdata.txt to determine how the superseded data were derived.
 CS1190
 CS1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB080250(NAD 83)
 CS1190_MARKER: DB = BENCH MARK DISK
 CS1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1190_STAMPING: W 395 1947
 CS1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1190+STABILITY: SURFACE MOTION
 CS1190
 CS1190  HISTORY     - Date     Condition        Report By
 CS1190  HISTORY     - 1947     MONUMENTED       CGS
 CS1190  HISTORY     - 1958     GOOD             NGS
 CS1190  HISTORY     - 1978     MARK NOT FOUND
 CS1190
 CS1190                          STATION DESCRIPTION
 CS1190
 CS1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1190'3.0 MI SE FROM DALLAS.
 CS1190'IT IS 44.4 FEET EAST OF THE CENTERLINE OF THE W.K.T.R.R. TRACKS, 53
 CS1190'YARDS NORTH OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE NATIONAL
 CS1190'LEAD CO. PLANT, AND DUE NORTH OF THE NORTHWEST CORNER OF THE WIRE
 CS1190'FENCE ENCLOSING THE PLANT.  IT IS 13.4 FEET NORTH OF THE CENTERLINE OF
 CS1190'AN OLD ROAD CROSSING THE TRACKS WHICH IS NOW ONLY A DIM FOOT-PATH, AND
 CS1190'IS DIRECTLY EAST OR OPPOSITE THE POINT WHERE SARGENT ROAD BEARS LEFT
 CS1190'AND BECOMES MORRELL AVENUE.  IT IS 4 FEET WEST OF THE EAST
 CS1190'RIGHT-OF-WAY FENCE AND 7.9 FEET NORTH OF A LARGE GATE POST IN THE
 CS1190'FENCE.  A STANDARD DISK IN A CONCRETE POST FLUSH WITH THE SURFACE OF
 CS1190'THE GROUND.
 CS1190
 CS1190                          STATION RECOVERY (1978)
 CS1190
 CS1190'RECOVERED 1978
 CS1190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0585 ***********************************************************************
 CR0585  DESIGNATION -  W 396
 CR0585  PID         -  CR0585
 CR0585  STATE/COUNTY-  TX/HENDERSON
 CR0585  USGS QUAD   -  ATHENS (1984)
 CR0585
 CR0585                         *CURRENT SURVEY CONTROL
 CR0585  ___________________________________________________________________
 CR0585* NAD 83(1986)-  32 10 04.     (N)    095 52 15.     (W)     SCALED    
 CR0585* NAVD 88     -       148.366  (meters)     486.76   (feet)  ADJUSTED  
 CR0585  ___________________________________________________________________
 CR0585  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0585  DYNAMIC HT  -         148.194 (meters)     486.20  (feet)  COMP
 CR0585  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 CR0585
 CR0585  VERT ORDER  -  SECOND    CLASS 0
 CR0585
 CR0585.The horizontal coordinates were scaled from a topographic map and have
 CR0585.an estimated accuracy of +/- 6 seconds.
 CR0585
 CR0585.The orthometric height was determined by differential leveling
 CR0585.and adjusted by the National Geodetic Survey in June 1991..
 CR0585
 CR0585.The geoid height was determined by GEOID03.
 CR0585
 CR0585.The dynamic height is computed by dividing the NAVD 88
 CR0585.geopotential number by the normal gravity value computed on the
 CR0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0585.degrees latitude (g = 980.6199 gals.).
 CR0585
 CR0585.The modeled gravity was interpolated from observed gravity values.
 CR0585
 CR0585;                    North         East    Units  Estimated Accuracy
 CR0585;SPC TXNC     - 2,058,670.      847,960.      MT  (+/- 180 meters Scaled)
 CR0585
 CR0585                          SUPERSEDED SURVEY CONTROL
 CR0585
 CR0585  NGVD 29 (??/??/92)  148.371  (m)          486.78   (f) ADJ UNCH    2 0
 CR0585
 CR0585.Superseded values are not recommended for survey control.
 CR0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0585.See file dsdata.txt to determine how the superseded data were derived.
 CR0585
 CR0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR292626(NAD 83)
 CR0585_MARKER: DB = BENCH MARK DISK
 CR0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0585_STAMPING: W 396 1947
 CR0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0585+STABILITY: SURFACE MOTION
 CR0585
 CR0585  HISTORY     - Date     Condition        Report By
 CR0585  HISTORY     - 1947     MONUMENTED       CGS
 CR0585  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0585  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0585
 CR0585                          STATION DESCRIPTION
 CR0585
 CR0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0585'3.2 MI SW FROM ATHENS.
 CR0585'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 2.0 MILES SOUTHWEST
 CR0585'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, 255.0 FEET
 CR0585'SOUTHWEST OF THE TOP OF A PROMINENT HILL AND ALONG THE SOUTHEAST SIDE
 CR0585'OF A LARGE PEACH ORCHARD, DIRECTLY ACROSS THE HIGHWAY FROM THE NORTH
 CR0585'CORNER OF A FIELD, 51.0 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY,
 CR0585'3.0 FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT SOUTHEAST OF THE
 CR0585'NORTHWEST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT 4 FEET
 CR0585'ABOVE THE HIGHWAY AND PROJECTING 0.1 FOOT.
 CR0585
 CR0585                          STATION RECOVERY (1977)
 CR0585
 CR0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0585'MARK NOT FOUND.
 CR0585
 CR0585                          STATION RECOVERY (1998)
 CR0585
 CR0585'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0493 ***********************************************************************
 CS0493  DESIGNATION -  W 397
 CS0493  PID         -  CS0493
 CS0493  STATE/COUNTY-  TX/HENDERSON
 CS0493  USGS QUAD   -  TOOL (1981)
 CS0493
 CS0493                         *CURRENT SURVEY CONTROL
 CS0493  ___________________________________________________________________
 CS0493* NAD 83(1986)-  32 15 19.     (N)    096 14 00.     (W)     SCALED    
 CS0493* NAVD 88     -        88.032  (meters)     288.82   (feet)  ADJUSTED  
 CS0493  ___________________________________________________________________
 CS0493  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0493  DYNAMIC HT  -          87.931 (meters)     288.49  (feet)  COMP
 CS0493  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CS0493
 CS0493  VERT ORDER  -  SECOND    CLASS 0
 CS0493
 CS0493.The horizontal coordinates were scaled from a topographic map and have
 CS0493.an estimated accuracy of +/- 6 seconds.
 CS0493
 CS0493.The orthometric height was determined by differential leveling
 CS0493.and adjusted by the National Geodetic Survey in June 1991..
 CS0493
 CS0493.The geoid height was determined by GEOID03.
 CS0493
 CS0493.The dynamic height is computed by dividing the NAVD 88
 CS0493.geopotential number by the normal gravity value computed on the
 CS0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0493.degrees latitude (g = 980.6199 gals.).
 CS0493
 CS0493.The modeled gravity was interpolated from observed gravity values.
 CS0493
 CS0493;                    North         East    Units  Estimated Accuracy
 CS0493;SPC TXNC     - 2,067,580.      813,570.      MT  (+/- 180 meters Scaled)
 CS0493
 CS0493                          SUPERSEDED SURVEY CONTROL
 CS0493
 CS0493  NGVD 29 (??/??/92)   88.038  (m)          288.84   (f) ADJ UNCH    2 0
 CS0493
 CS0493.Superseded values are not recommended for survey control.
 CS0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0493.See file dsdata.txt to determine how the superseded data were derived.
 CS0493
 CS0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA606720(NAD 83)
 CS0493_MARKER: DB = BENCH MARK DISK
 CS0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0493_SP_SET: CONCRETE BASE
 CS0493_STAMPING: W 397 1947
 CS0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0493
 CS0493  HISTORY     - Date     Condition        Report By
 CS0493  HISTORY     - 1947     MONUMENTED       CGS
 CS0493  HISTORY     - 1958     GOOD             USGS
 CS0493
 CS0493                          STATION DESCRIPTION
 CS0493
 CS0493'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0493'9.9 MI NW FROM TRINIDAD.
 CS0493'PROCEED 9.9 MILES NORTHWEST ALONG STATE HIGHWAY 274 FROM THE ST. LOUIS
 CS0493'SOUTHWESTERN RAILROAD STATION AT TRINIDAD, THENCE 3.9 MILES WEST ALONG
 CS0493'AN OILED ROAD, 0.8 MILES SOUTH ALONG A DIRT ROAD, 0.55 MILES WEST
 CS0493'ALONG A TRACK ROAD PAST FARMHOUSE AND ALONG THE SOUTH SIDE OF A FENCE
 CS0493'LINE, SET IN THE NORTHEAST CORNER OF A CONCRETE BASE THAT FORMERLY
 CS0493'HELD AN OIL DERRICK, 12 FEET SOUTH OF THE CENTER OF THE ROAD, 21 FEET
 CS0493'SOUTH OF THE FENCE LINE, 9.7 FEET EAST OF A CONCRETE FOUNDATION THAT
 CS0493'FORMERLY MOUNTED A PUMPING UNIT.  A STANDARD DISK, STAMPED W 397 1947
 CS0493'AND SET IN A CONCRETE BASE ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2222 ***********************************************************************
 BY2222  DESIGNATION -  W 399
 BY2222  PID         -  BY2222
 BY2222  STATE/COUNTY-  TX/ANDERSON
 BY2222  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2222
 BY2222                         *CURRENT SURVEY CONTROL
 BY2222  ___________________________________________________________________
 BY2222* NAD 83(1986)-  31 47 38.     (N)    095 42 03.     (W)     SCALED    
 BY2222* NAVD 88     -       121.450  (meters)     398.46   (feet)  ADJUSTED  
 BY2222  ___________________________________________________________________
 BY2222  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BY2222  DYNAMIC HT  -         121.303 (meters)     397.97  (feet)  COMP
 BY2222  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BY2222
 BY2222  VERT ORDER  -  FIRST     CLASS II
 BY2222
 BY2222.The horizontal coordinates were scaled from a topographic map and have
 BY2222.an estimated accuracy of +/- 6 seconds.
 BY2222
 BY2222.The orthometric height was determined by differential leveling
 BY2222.and adjusted by the National Geodetic Survey in July 2002..
 BY2222
 BY2222.The geoid height was determined by GEOID03.
 BY2222
 BY2222.The dynamic height is computed by dividing the NAVD 88
 BY2222.geopotential number by the normal gravity value computed on the
 BY2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2222.degrees latitude (g = 980.6199 gals.).
 BY2222
 BY2222.The modeled gravity was interpolated from observed gravity values.
 BY2222
 BY2222;                    North         East    Units  Estimated Accuracy
 BY2222;SPC TX C     - 3,244,960.    1,138,580.      MT  (+/- 180 meters Scaled)
 BY2222
 BY2222                          SUPERSEDED SURVEY CONTROL
 BY2222
 BY2222  NAVD 88 (06/15/91)  121.459  (m)          398.49   (f) UNKNOWN     1 2
 BY2222  NGVD 29 (??/??/92)  121.436  (m)          398.41   (f) ADJ UNCH    1 2
 BY2222
 BY2222.Superseded values are not recommended for survey control.
 BY2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2222.See file dsdata.txt to determine how the superseded data were derived.
 BY2222
 BY2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR442207(NAD 83)
 BY2222_MARKER: DB = BENCH MARK DISK
 BY2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2222_STAMPING: W 399 1947
 BY2222_MARK LOGO: CGS   
 BY2222_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2222+STABILITY: SURFACE MOTION
 BY2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2222+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1997
 BY2222
 BY2222  HISTORY     - Date     Condition        Report By
 BY2222  HISTORY     - 1947     MONUMENTED       CGS
 BY2222  HISTORY     - 1977     GOOD             USGS
 BY2222  HISTORY     - 19971017 GOOD             NGS
 BY2222  HISTORY     - 20020824 GOOD             USPSQD
 BY2222
 BY2222                          STATION DESCRIPTION
 BY2222
 BY2222'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY2222'5.4 MI NW FROM PALESTINE.
 BY2222'ABOUT 5.4 MILES NORTHWEST OF THE POST OFFICE AT PALESTINE, ANDERSON
 BY2222'COUNTY, ALONG U.S. HIGHWAY 287, AT T-RD SOUTH TO PALESTINE MUNICIPAL
 BY2222'AIRPORT, 97 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24 FEET EAST
 BY2222'OF THE CENTERLINE OF ROAD SOUTH, 6 FEET SOUTH OF A FENCE CORNER.  A
 BY2222'BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 BY2222
 BY2222                          STATION RECOVERY (1997)
 BY2222
 BY2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2222'6.9 KM (4.30 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 BY2222'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, 27.7 M (90.9 FT) SOUTH OF
 BY2222'THE HIGHWAY CENTERLINE, 7.3 M (24.0 FT) EAST OF THE CENTER OF COUNTY
 BY2222'ROAD 431, 0.9 M (3.0 FT) SOUTH OF THE NORTH END OF A FENCE, 0.3 M (1.0
 BY2222'FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BY2222'ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BY2222
 BY2222                          STATION RECOVERY (2002)
 BY2222
 BY2222'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0337 ***********************************************************************
 BM0337  DESIGNATION -  W 4
 BM0337  PID         -  BM0337
 BM0337  STATE/COUNTY-  TX/BELL
 BM0337  USGS QUAD   -  BARTLETT (1989)
 BM0337
 BM0337                         *CURRENT SURVEY CONTROL
 BM0337  ___________________________________________________________________
 BM0337* NAD 83(1986)-  30 52 22.     (N)    097 24 23.     (W)     SCALED    
 BM0337* NAVD 88     -       154.78   (+/-2cm)     507.8    (feet)  VERTCON   
 BM0337  ___________________________________________________________________
 BM0337  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BM0337
 BM0337  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0337
 BM0337.The horizontal coordinates were scaled from a topographic map and have
 BM0337.an estimated accuracy of +/- 6 seconds.
 BM0337
 BM0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0337.The vertical order pertains to the NGVD 29 superseded value.
 BM0337
 BM0337.The geoid height was determined by GEOID03.
 BM0337
 BM0337;                    North         East    Units  Estimated Accuracy
 BM0337;SPC TX C     - 3,137,390.      979,840.      MT  (+/- 180 meters Scaled)
 BM0337
 BM0337                          SUPERSEDED SURVEY CONTROL
 BM0337
 BM0337  NGVD 29 (??/??/92)  154.650  (m)          507.38   (f) ADJ UNCH    1 2
 BM0337
 BM0337.Superseded values are not recommended for survey control.
 BM0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0337.See file dsdata.txt to determine how the superseded data were derived.
 BM0337
 BM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV523165(NAD 83)
 BM0337_MARKER: Q = CHISELED SQUARE
 BM0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0337_SP_SET: ABUTMENT
 BM0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0337
 BM0337  HISTORY     - Date     Condition        Report By
 BM0337  HISTORY     - UNK      MONUMENTED       CGS
 BM0337  HISTORY     - 1938     GOOD             NGS
 BM0337  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0337  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0337
 BM0337                          STATION DESCRIPTION
 BM0337
 BM0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0337'0.4 MI S FROM HOLLAND.
 BM0337'ABOUT 0.4 MILE SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 BM0337'FROM THE STATION AT HOLLAND, BELL COUNTY, IN THE NORTHEAST CONCRETE
 BM0337'ABUTMENT OF A LARGE STEEL BRIDGE, AND 1 INCH FROM THE SOUTH AND EAST
 BM0337'EDGES OF THE STONE SHELF ON WHICH THE IRONWORK RESTS.  A SQUARE CUT.
 BM0337'NOTE-- ROCK ON WHICH B. M. IS CUT IS CHIPPED CLOSE TO B.M.)
 BM0337
 BM0337                          STATION RECOVERY (1980)
 BM0337
 BM0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0337'SEARCHED FOR, NOT RECOVERED.
 BM0337
 BM0337                          STATION RECOVERY (2001)
 BM0337
 BM0337'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2173 ***********************************************************************
 BY2173  DESIGNATION -  W 401 RESET 1963
 BY2173  PID         -  BY2173
 BY2173  STATE/COUNTY-  TX/ANDERSON
 BY2173  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2173
 BY2173                         *CURRENT SURVEY CONTROL
 BY2173  ___________________________________________________________________
 BY2173* NAD 83(1986)-  31 37 48.     (N)    095 39 04.     (W)     SCALED    
 BY2173* NAVD 88     -        99.06   (+/-2cm)     325.0    (feet)  VERTCON   
 BY2173  ___________________________________________________________________
 BY2173  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY2173
 BY2173  VERT ORDER  -  THIRD (See Below)
 BY2173
 BY2173.The horizontal coordinates were scaled from a topographic map and have
 BY2173.an estimated accuracy of +/- 6 seconds.
 BY2173
 BY2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2173.The vertical order pertains to the NGVD 29 superseded value.
 BY2173
 BY2173.The geoid height was determined by GEOID03.
 BY2173
 BY2173;                    North         East    Units  Estimated Accuracy
 BY2173;SPC TX C     - 3,227,000.    1,144,050.      MT  (+/- 180 meters Scaled)
 BY2173
 BY2173                          SUPERSEDED SURVEY CONTROL
 BY2173
 BY2173  NGVD 29 (??/??/??)   99.04   (m)          324.9    (f) RESET       3  
 BY2173
 BY2173.Superseded values are not recommended for survey control.
 BY2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2173.See file dsdata.txt to determine how the superseded data were derived.
 BY2173
 BY2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR485024(NAD 83)
 BY2173_MARKER: DB = BENCH MARK DISK
 BY2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2173_STAMPING: W 401 RESET 1963
 BY2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2173+STABILITY: SURFACE MOTION
 BY2173
 BY2173  HISTORY     - Date     Condition        Report By
 BY2173  HISTORY     - 1963     MONUMENTED       CGS
 BY2173
 BY2173                          STATION DESCRIPTION
 BY2173
 BY2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BY2173'5.55 MI SW FROM ELKHART.
 BY2173'ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY 294 FROM THE POST OFFICE IN
 BY2173'ELKHART, ANDERSON COUNTY, THENCE 0.75 MILE SOUTH ALONG A GRADED DIRT
 BY2173'ROAD TO BENCH MARK ON THE LEFT, 50 FEET EAST OF THE CENTER OF ROAD, 15
 BY2173'FEET SOUTH OF A FIELD ENTRANCE, 3 FEET SOUTH OF THE SOUTH GATE POST,
 BY2173'IN THE RIGHT-OF-WAY FENCE BETWEEN TWO BRACED FENCE POSTS, 1 FOOT SOUTH
 BY2173'OF A METAL WITNESS POST, AT TEXAS HIGHWAY DEPARTMENT STATION 508 + 67.
 BY2173'A STANDARD DISK SET IN AN 8 X 8 IN. CONCRETE POST WHICH PROJECTS 6
 BY2173'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1859 ***********************************************************************
 BY1859  DESIGNATION -  W 402
 BY1859  PID         -  BY1859
 BY1859  STATE/COUNTY-  TX/HOUSTON
 BY1859  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1859
 BY1859                         *CURRENT SURVEY CONTROL
 BY1859  ___________________________________________________________________
 BY1859* NAD 83(1986)-  31 16 44.     (N)    095 36 01.     (W)     SCALED    
 BY1859* NAVD 88     -       100.75   (+/-2cm)     330.5    (feet)  VERTCON   
 BY1859  ___________________________________________________________________
 BY1859  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1859
 BY1859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1859
 BY1859.The horizontal coordinates were scaled from a topographic map and have
 BY1859.an estimated accuracy of +/- 6 seconds.
 BY1859
 BY1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1859.The vertical order pertains to the NGVD 29 superseded value.
 BY1859
 BY1859.The geoid height was determined by GEOID03.
 BY1859
 BY1859;                    North         East    Units  Estimated Accuracy
 BY1859;SPC TX C     - 3,188,310.    1,150,520.      MT  (+/- 180 meters Scaled)
 BY1859
 BY1859                          SUPERSEDED SURVEY CONTROL
 BY1859
 BY1859  NGVD 29 (??/??/92)  100.744  (m)          330.52   (f) ADJ UNCH    2 0
 BY1859
 BY1859.Superseded values are not recommended for survey control.
 BY1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1859.See file dsdata.txt to determine how the superseded data were derived.
 BY1859
 BY1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ524634(NAD 83)
 BY1859_MARKER: DB = BENCH MARK DISK
 BY1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1859_STAMPING: W 402 1947
 BY1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1859+STABILITY: SURFACE MOTION
 BY1859
 BY1859  HISTORY     - Date     Condition        Report By
 BY1859  HISTORY     - 1947     MONUMENTED       CGS
 BY1859
 BY1859                          STATION DESCRIPTION
 BY1859
 BY1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1859'1.0 MI NE FROM PORTER SPRINGS.
 BY1859'TO REACH FROM THE PORTER SPRINGS SCHOOL AT PORTER SPRINGS GO NORTHEAST
 BY1859'1.0 MILE ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS 144.0
 BY1859'FEET NORTHEAST OF A THIRTY INCH OAK TREE, 42.8 FEET SOUTHEAST OF AND
 BY1859'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 26.5 FEET SOUTHWEST OF
 BY1859'THE CENTER LINE OF A FARM DRIVE LEADING SOUTHEAST, 14.0 FEET SOUTHWEST
 BY1859'OF A FENCE CORNER, 1.5 FEET NORTHWEST OF A FENCE AND 1.0 FOOT
 BY1859'NORTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BY1859'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1849 ***********************************************************************
 BY1849  DESIGNATION -  W 403
 BY1849  PID         -  BY1849
 BY1849  STATE/COUNTY-  TX/LEON
 BY1849  USGS QUAD   -  CENTERVILLE (1964)
 BY1849
 BY1849                         *CURRENT SURVEY CONTROL
 BY1849  ___________________________________________________________________
 BY1849* NAD 83(1986)-  31 16 46.     (N)    095 54 36.     (W)     SCALED    
 BY1849* NAVD 88     -       137.49   (+/-2cm)     451.1    (feet)  VERTCON   
 BY1849  ___________________________________________________________________
 BY1849  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY1849
 BY1849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1849
 BY1849.The horizontal coordinates were scaled from a topographic map and have
 BY1849.an estimated accuracy of +/- 6 seconds.
 BY1849
 BY1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1849.The vertical order pertains to the NGVD 29 superseded value.
 BY1849
 BY1849.The geoid height was determined by GEOID03.
 BY1849
 BY1849;                    North         East    Units  Estimated Accuracy
 BY1849;SPC TX C     - 3,187,160.    1,121,050.      MT  (+/- 180 meters Scaled)
 BY1849
 BY1849                          SUPERSEDED SURVEY CONTROL
 BY1849
 BY1849  NGVD 29 (??/??/92)  137.464  (m)          451.00   (f) ADJ UNCH    2 0
 BY1849
 BY1849.Superseded values are not recommended for survey control.
 BY1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1849.See file dsdata.txt to determine how the superseded data were derived.
 BY1849
 BY1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ229642(NAD 83)
 BY1849_MARKER: DB = BENCH MARK DISK
 BY1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1849_STAMPING: W 403 1947
 BY1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1849+STABILITY: SURFACE MOTION
 BY1849
 BY1849  HISTORY     - Date     Condition        Report By
 BY1849  HISTORY     - 1947     MONUMENTED       CGS
 BY1849
 BY1849                          STATION DESCRIPTION
 BY1849
 BY1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1849'4.5 MI E FROM CENTERVILLE.
 BY1849'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1849'CENTERVILLE, 51.3 FEET EAST OF THE EAST END OF A BOARD GATE, 50.0 FEET
 BY1849'SOUTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BY1849'HIGHWAY, 29.5 FEET SOUTHWEST OF A FOURTEEN INCH OAK TREE, 1.0 FOOT
 BY1849'SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A
 BY1849'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1849'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1791 ***********************************************************************
 BY1791  DESIGNATION -  W 404
 BY1791  PID         -  BY1791
 BY1791  STATE/COUNTY-  TX/LEON
 BY1791  USGS QUAD   -  LAKE LEON (1964)
 BY1791
 BY1791                         *CURRENT SURVEY CONTROL
 BY1791  ___________________________________________________________________
 BY1791* NAD 83(1986)-  31 27 08.     (N)    095 45 19.     (W)     SCALED    
 BY1791* NAVD 88     -        74.93   (+/-2cm)     245.8    (feet)  VERTCON   
 BY1791  ___________________________________________________________________
 BY1791  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY1791
 BY1791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1791
 BY1791.The horizontal coordinates were scaled from a topographic map and have
 BY1791.an estimated accuracy of +/- 6 seconds.
 BY1791
 BY1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1791.The vertical order pertains to the NGVD 29 superseded value.
 BY1791
 BY1791.The geoid height was determined by GEOID03.
 BY1791
 BY1791;                    North         East    Units  Estimated Accuracy
 BY1791;SPC TX C     - 3,206,890.    1,134,990.      MT  (+/- 180 meters Scaled)
 BY1791
 BY1791                          SUPERSEDED SURVEY CONTROL
 BY1791
 BY1791  NGVD 29 (??/??/92)   74.910  (m)          245.77   (f) ADJ UNCH    2 0
 BY1791
 BY1791.Superseded values are not recommended for survey control.
 BY1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1791.See file dsdata.txt to determine how the superseded data were derived.
 BY1791
 BY1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ381830(NAD 83)
 BY1791_MARKER: DB = BENCH MARK DISK
 BY1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1791_STAMPING: W 404 1947
 BY1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1791+STABILITY: SURFACE MOTION
 BY1791
 BY1791  HISTORY     - Date     Condition        Report By
 BY1791  HISTORY     - 1947     MONUMENTED       CGS
 BY1791  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1791
 BY1791                          STATION DESCRIPTION
 BY1791
 BY1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1791'12.5 MI SE FROM OAKWOOD.
 BY1791'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1791'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY1791'SOUTHEASTERLY 12.4 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1791'BENCH MARK IS 70.0 FEET WEST OF A FENCE CORNER, 26.6 FEET EAST OF AND
 BY1791'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 5.0 FEET SOUTHEAST OF A
 BY1791'FENCE CORNER, 2.5 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4X4 IN.
 BY1791'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1791'POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.  NOTE-- ROAD HAS BEEN
 BY1791'IMPROVED AND IT IS PRESUMED TO BE DESTROYED.
 BY1791
 BY1791                          STATION RECOVERY (1964)
 BY1791
 BY1791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1776 ***********************************************************************
 BY1776  DESIGNATION -  W 405
 BY1776  PID         -  BY1776
 BY1776  STATE/COUNTY-  TX/HOUSTON
 BY1776  USGS QUAD   -  HAYS SPRING (1964)
 BY1776
 BY1776                         *CURRENT SURVEY CONTROL
 BY1776  ___________________________________________________________________
 BY1776* NAD 83(1986)-  31 27 29.     (N)    095 35 47.     (W)     SCALED    
 BY1776* NAVD 88     -       131.55   (+/-2cm)     431.6    (feet)  VERTCON   
 BY1776  ___________________________________________________________________
 BY1776  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY1776
 BY1776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1776
 BY1776.The horizontal coordinates were scaled from a topographic map and have
 BY1776.an estimated accuracy of +/- 6 seconds.
 BY1776
 BY1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1776.The vertical order pertains to the NGVD 29 superseded value.
 BY1776
 BY1776.The geoid height was determined by GEOID03.
 BY1776
 BY1776;                    North         East    Units  Estimated Accuracy
 BY1776;SPC TX C     - 3,208,170.    1,150,050.      MT  (+/- 180 meters Scaled)
 BY1776
 BY1776                          SUPERSEDED SURVEY CONTROL
 BY1776
 BY1776  NGVD 29 (??/??/92)  131.538  (m)          431.55   (f) ADJ UNCH    2 0
 BY1776
 BY1776.Superseded values are not recommended for survey control.
 BY1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1776.See file dsdata.txt to determine how the superseded data were derived.
 BY1776
 BY1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ532832(NAD 83)
 BY1776_MARKER: DB = BENCH MARK DISK
 BY1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1776_STAMPING: W 405 1947
 BY1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1776+STABILITY: SURFACE MOTION
 BY1776
 BY1776  HISTORY     - Date     Condition        Report By
 BY1776  HISTORY     - 1947     MONUMENTED       CGS
 BY1776
 BY1776                          STATION DESCRIPTION
 BY1776
 BY1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1776'7.9 MI SW FROM GRAPELAND.
 BY1776'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1776'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY 7.9
 BY1776'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE
 BY1776'NORTHWEST END OF A NORTHWEST- SOUTHEAST JOG IN THE ROAD, 56.0 FEET
 BY1776'WEST OF AND ABOUT 2.5 FEET LOWER THAN THE CENTER LINE OF THE ROAD,
 BY1776'47.0 FEET SOUTHEAST OF A FENCE CORNER, 1.0 FOOT NORTHEAST OF A FENCE
 BY1776'AND 1.5 FEET NORTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY1776'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 BY1776'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2199 ***********************************************************************
 BY2199  DESIGNATION -  W 406
 BY2199  PID         -  BY2199
 BY2199  STATE/COUNTY-  TX/HOUSTON
 BY2199  USGS QUAD   -  ELKHART CREEK (1982)
 BY2199
 BY2199                         *CURRENT SURVEY CONTROL
 BY2199  ___________________________________________________________________
 BY2199* NAD 83(1986)-  31 30 58.     (N)    095 32 05.     (W)     SCALED    
 BY2199* NAVD 88     -       101.84   (+/-2cm)     334.1    (feet)  VERTCON   
 BY2199  ___________________________________________________________________
 BY2199  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY2199
 BY2199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2199
 BY2199.The horizontal coordinates were scaled from a topographic map and have
 BY2199.an estimated accuracy of +/- 6 seconds.
 BY2199
 BY2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2199.The vertical order pertains to the NGVD 29 superseded value.
 BY2199
 BY2199.The geoid height was determined by GEOID03.
 BY2199
 BY2199;                    North         East    Units  Estimated Accuracy
 BY2199;SPC TX C     - 3,214,850.    1,155,620.      MT  (+/- 180 meters Scaled)
 BY2199
 BY2199                          SUPERSEDED SURVEY CONTROL
 BY2199
 BY2199  NGVD 29 (??/??/92)  101.829  (m)          334.08   (f) ADJ UNCH    2 0
 BY2199
 BY2199.Superseded values are not recommended for survey control.
 BY2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2199.See file dsdata.txt to determine how the superseded data were derived.
 BY2199
 BY2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ592895(NAD 83)
 BY2199_MARKER: DB = BENCH MARK DISK
 BY2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2199_STAMPING: W 406 1947
 BY2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2199+STABILITY: SURFACE MOTION
 BY2199
 BY2199  HISTORY     - Date     Condition        Report By
 BY2199  HISTORY     - 1947     MONUMENTED       CGS
 BY2199  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2199
 BY2199                          STATION DESCRIPTION
 BY2199
 BY2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2199'4.1 MI W FROM GRAPELAND.
 BY2199'TO REACH FROM THE GRAPELAND HIGH SCHOOL AT GRAPELAND GO WEST 1 BLOCK
 BY2199'ALONG A GRAVELED ROAD, THENCE NORTH 1.1 MILES ALONG A GRADED DIRT
 BY2199'ROAD, THENCE WESTERLY 3.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 BY2199'MARK, BENCH MARK IS ABOUT 57 YARDS EAST OF THE NORTHEAST CORNER OF A
 BY2199'BRIDGE ACROSS BIG ELKHART CREEK, 116.6 FEET NORTHWEST OF AND ACROSS
 BY2199'THE ROAD FROM A LONE THIRTY INCH OAK TREE, 28.0 FEET NORTH OF AND
 BY2199'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A
 BY2199'FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY2199'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 BY2199'INCHES ABOVE GROUND.
 BY2199
 BY2199                          STATION RECOVERY (1977)
 BY2199
 BY2199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1813 ***********************************************************************
 BY1813  DESIGNATION -  W 407
 BY1813  PID         -  BY1813
 BY1813  STATE/COUNTY-  TX/HOUSTON
 BY1813  USGS QUAD   -  HAYS SPRING (1964)
 BY1813
 BY1813                         *CURRENT SURVEY CONTROL
 BY1813  ___________________________________________________________________
 BY1813* NAD 83(1986)-  31 22 46.     (N)    095 35 07.     (W)     SCALED    
 BY1813* NAVD 88     -       105.72   (+/-2cm)     346.8    (feet)  VERTCON   
 BY1813  ___________________________________________________________________
 BY1813  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BY1813
 BY1813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1813
 BY1813.The horizontal coordinates were scaled from a topographic map and have
 BY1813.an estimated accuracy of +/- 6 seconds.
 BY1813
 BY1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1813.The vertical order pertains to the NGVD 29 superseded value.
 BY1813
 BY1813.The geoid height was determined by GEOID03.
 BY1813
 BY1813;                    North         East    Units  Estimated Accuracy
 BY1813;SPC TX C     - 3,199,510.    1,151,470.      MT  (+/- 180 meters Scaled)
 BY1813
 BY1813                          SUPERSEDED SURVEY CONTROL
 BY1813
 BY1813  NGVD 29 (??/??/92)  105.706  (m)          346.80   (f) ADJ UNCH    2 0
 BY1813
 BY1813.Superseded values are not recommended for survey control.
 BY1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1813.See file dsdata.txt to determine how the superseded data were derived.
 BY1813
 BY1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ541745(NAD 83)
 BY1813_MARKER: DB = BENCH MARK DISK
 BY1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1813_STAMPING: W 407 1947
 BY1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1813+STABILITY: SURFACE MOTION
 BY1813
 BY1813  HISTORY     - Date     Condition        Report By
 BY1813  HISTORY     - 1947     MONUMENTED       CGS
 BY1813
 BY1813                          STATION DESCRIPTION
 BY1813
 BY1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1813'10.6 MI NW FROM CROCKETT.
 BY1813'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1813'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1813'NORTHWESTERLY 9.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWESTERLY
 BY1813'0.9 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 79.0
 BY1813'FEET SOUTH OF A TWELVE INCH PINE TREE, 23.0 FEET EAST OF AND ABOUT
 BY1813'LEVEL WITH THE CENTER LINE OF THE ROAD AND 1.0 FOOT NORTH OF A 4 X 4
 BY1813'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1813'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0272 ***********************************************************************
 BZ0272  DESIGNATION -  W 408 RESET 1965
 BZ0272  PID         -  BZ0272
 BZ0272  STATE/COUNTY-  TX/FREESTONE
 BZ0272  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0272
 BZ0272                         *CURRENT SURVEY CONTROL
 BZ0272  ___________________________________________________________________
 BZ0272* NAD 83(1986)-  31 58 06.     (N)    096 04 21.     (W)     SCALED    
 BZ0272* NAVD 88     -        79.47   (+/-2cm)     260.7    (feet)  VERTCON   
 BZ0272  ___________________________________________________________________
 BZ0272  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 BZ0272
 BZ0272  VERT ORDER  -  THIRD (See Below)
 BZ0272
 BZ0272.The horizontal coordinates were scaled from a topographic map and have
 BZ0272.an estimated accuracy of +/- 6 seconds.
 BZ0272
 BZ0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0272.The vertical order pertains to the NGVD 29 superseded value.
 BZ0272
 BZ0272.The geoid height was determined by GEOID03.
 BZ0272
 BZ0272;                    North         East    Units  Estimated Accuracy
 BZ0272;SPC TX C     - 3,262,880.    1,102,670.      MT  (+/- 180 meters Scaled)
 BZ0272
 BZ0272                          SUPERSEDED SURVEY CONTROL
 BZ0272
 BZ0272  NGVD 29 (??/??/??)   79.47   (m)          260.7    (f) RESET       3  
 BZ0272
 BZ0272.Superseded values are not recommended for survey control.
 BZ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0272.See file dsdata.txt to determine how the superseded data were derived.
 BZ0272
 BZ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA766406(NAD 83)
 BZ0272_MARKER: DD = SURVEY DISK
 BZ0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0272_SP_SET: BRIDGE
 BZ0272_STAMPING: W 408 RESET 1965
 BZ0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0272
 BZ0272  HISTORY     - Date     Condition        Report By
 BZ0272  HISTORY     - 1965     MONUMENTED       TXHD
 BZ0272  HISTORY     - 1965     GOOD             NGS
 BZ0272
 BZ0272                          STATION DESCRIPTION
 BZ0272
 BZ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BZ0272'5.7 MI W FROM CAYUGA.
 BZ0272'ABOUT 5.7 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 BZ0272'CAYUGA, 1.5 MILES WEST OF THE TRINITY RIVER BRIDGE, AT THE WEST END OF
 BZ0272'A CONCRETE BRIDGE, 17.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BZ0272'ON TOP OF THE SOUTHWEST WINGWALL, APPROXIMATELY THE SAME ELEVATION AS
 BZ0272'FLOOR OF YONKERPIN SLOUGH BRIDGE, 1.1 FEET OFF END OF CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2322 ***********************************************************************
 BY2322  DESIGNATION -  W 409
 BY2322  PID         -  BY2322
 BY2322  STATE/COUNTY-  TX/FREESTONE
 BY2322  USGS QUAD   -  YARD (1982)
 BY2322
 BY2322                         *CURRENT SURVEY CONTROL
 BY2322  ___________________________________________________________________
 BY2322* NAD 83(1986)-  31 45 30.     (N)    095 57 54.     (W)     SCALED    
 BY2322* NAVD 88     -       104.128  (meters)     341.63   (feet)  ADJUSTED  
 BY2322  ___________________________________________________________________
 BY2322  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BY2322  DYNAMIC HT  -         104.003 (meters)     341.22  (feet)  COMP
 BY2322  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 BY2322
 BY2322  VERT ORDER  -  SECOND    CLASS 0
 BY2322
 BY2322.The horizontal coordinates were scaled from a topographic map and have
 BY2322.an estimated accuracy of +/- 6 seconds.
 BY2322
 BY2322.The orthometric height was determined by differential leveling
 BY2322.and adjusted by the National Geodetic Survey in June 1991..
 BY2322
 BY2322.The geoid height was determined by GEOID03.
 BY2322
 BY2322.The dynamic height is computed by dividing the NAVD 88
 BY2322.geopotential number by the normal gravity value computed on the
 BY2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2322.degrees latitude (g = 980.6199 gals.).
 BY2322
 BY2322.The modeled gravity was interpolated from observed gravity values.
 BY2322
 BY2322;                    North         East    Units  Estimated Accuracy
 BY2322;SPC TX C     - 3,240,010.    1,113,740.      MT  (+/- 180 meters Scaled)
 BY2322
 BY2322                          SUPERSEDED SURVEY CONTROL
 BY2322
 BY2322  NGVD 29 (??/??/92)  104.115  (m)          341.58   (f) ADJ UNCH    2 0
 BY2322
 BY2322.Superseded values are not recommended for survey control.
 BY2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2322.See file dsdata.txt to determine how the superseded data were derived.
 BY2322
 BY2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR191174(NAD 83)
 BY2322_MARKER: DB = BENCH MARK DISK
 BY2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2322_STAMPING: W 409 1947
 BY2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2322+STABILITY: SURFACE MOTION
 BY2322
 BY2322  HISTORY     - Date     Condition        Report By
 BY2322  HISTORY     - 1947     MONUMENTED       CGS
 BY2322
 BY2322                          STATION DESCRIPTION
 BY2322
 BY2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2322'16.0 MI NW FROM BUTLER.
 BY2322'2.8 MILES EAST ALONG U.S. HIGHWAY NO. 84 AND 13.2 MILES NORTHWEST
 BY2322'ALONG A DIRT ROAD FROM JENKINS STORE AND SERVICE STATION AT BUTLER,
 BY2322'0.65 MILE SOUTHEAST OF A WOODEN BRIDGE OVER BRINKLEY SLOUGH, ON A
 BY2322'SMALL KNOLL DIRECTLY ACROSS THE ROAD FROM A FRAME FARM HOUSE WHICH HAS
 BY2322'A BRICK CHIMNEY AT BOTH ENDS, 43.0 FEET NORTHEAST OF THE CENTER OF THE
 BY2322'ROAD, 25.0 FEET NORTH OF A 2 FOOT LOCUST TREE, 24.5 FEET EAST OF AN
 BY2322'OLD WELL, 3.5 FEET SOUTHEAST OF A REFERENCE POST, SET IN A CONCRETE
 BY2322'POST ABOUT 1 FOOT ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0024 ***********************************************************************
 AN0024  DESIGNATION -  W 41
 AN0024  PID         -  AN0024
 AN0024  STATE/COUNTY-  TX/MATAGORDA
 AN0024  USGS QUAD   -  FRANCITAS (1995)
 AN0024
 AN0024                         *CURRENT SURVEY CONTROL
 AN0024  ___________________________________________________________________
 AN0024* NAD 83(1986)-  28 51 44.     (N)    096 18 01.     (W)     SCALED    
 AN0024* NAVD 88     -         8.22   (+/-2cm)      27.0    (feet)  VERTCON   
 AN0024  ___________________________________________________________________
 AN0024  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0024
 AN0024  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0024
 AN0024.The horizontal coordinates were scaled from a topographic map and have
 AN0024.an estimated accuracy of +/- 6 seconds.
 AN0024
 AN0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0024.The vertical order pertains to the NGVD 29 superseded value.
 AN0024
 AN0024.The geoid height was determined by GEOID03.
 AN0024
 AN0024;                    North         East    Units  Estimated Accuracy
 AN0024;SPC TXSC     - 4,117,070.      863,360.      MT  (+/- 180 meters Scaled)
 AN0024
 AN0024                          SUPERSEDED SURVEY CONTROL
 AN0024
 AN0024  NGVD 29 (??/??/92)    8.274  (m)           27.15   (f) ADJ UNCH    1 1
 AN0024
 AN0024.Superseded values are not recommended for survey control.
 AN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0024.See file dsdata.txt to determine how the superseded data were derived.
 AN0024
 AN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS633957(NAD 83)
 AN0024_MARKER: DB = BENCH MARK DISK
 AN0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0024_STAMPING: W 41 1918 ELEV. 28.228 FT.
 AN0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0024+STABILITY: SURFACE MOTION
 AN0024
 AN0024  HISTORY     - Date     Condition        Report By
 AN0024  HISTORY     - 1918     MONUMENTED       CGS
 AN0024  HISTORY     - 1972     GOOD             NGS
 AN0024  HISTORY     - 1978     GOOD             NGS
 AN0024  HISTORY     - 1991     GOOD             USPSQD
 AN0024
 AN0024                          STATION DESCRIPTION
 AN0024
 AN0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0024'5.05 MI W FROM BLESSING.
 AN0024'5.05 MILES WEST ALONG FARM-TO-MARKET ROAD 616 FROM THE CITY WATER
 AN0024'TOWER AT BLESSING, AT THE JUNCTION OF A PRIVATE ROAD NORTH, 57 FEET
 AN0024'NORTH OF THE CENTER LINE OF THE ROAD, 89 1/2 FEET EAST OF THE CENTER
 AN0024'LINE OF THE ROAD NORTH, 41.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 AN0024'MISSOURI PACIFIC RAILROAD, 0.9 FOOT NORTH OF A WITNESS POST, ABOUT
 AN0024'LEVEL WITH THE ROAD, ABOUT 4 FEET LOWER THAN THE RAILROAD, AND SET IN
 AN0024'THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 AN0024
 AN0024                          STATION RECOVERY (1978)
 AN0024
 AN0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0024'RECOVERED IN GOOD CONDITION.
 AN0024
 AN0024                          STATION RECOVERY (1991)
 AN0024
 AN0024'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0326 ***********************************************************************
 BZ0326  DESIGNATION -  W 410
 BZ0326  PID         -  BZ0326
 BZ0326  STATE/COUNTY-  TX/FREESTONE
 BZ0326  USGS QUAD   -  YOUNG (1982)
 BZ0326
 BZ0326                         *CURRENT SURVEY CONTROL
 BZ0326  ___________________________________________________________________
 BZ0326* NAD 83(1986)-  31 45 24.     (N)    096 07 27.     (W)     SCALED    
 BZ0326* NAVD 88     -       138.245  (meters)     453.56   (feet)  ADJUSTED  
 BZ0326  ___________________________________________________________________
 BZ0326  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BZ0326  DYNAMIC HT  -         138.080 (meters)     453.02  (feet)  COMP
 BZ0326  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 BZ0326
 BZ0326  VERT ORDER  -  SECOND    CLASS 0
 BZ0326
 BZ0326.The horizontal coordinates were scaled from a topographic map and have
 BZ0326.an estimated accuracy of +/- 6 seconds.
 BZ0326
 BZ0326.The orthometric height was determined by differential leveling
 BZ0326.and adjusted by the National Geodetic Survey in June 1991..
 BZ0326
 BZ0326.The geoid height was determined by GEOID03.
 BZ0326
 BZ0326.The dynamic height is computed by dividing the NAVD 88
 BZ0326.geopotential number by the normal gravity value computed on the
 BZ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0326.degrees latitude (g = 980.6199 gals.).
 BZ0326
 BZ0326.The modeled gravity was interpolated from observed gravity values.
 BZ0326
 BZ0326;                    North         East    Units  Estimated Accuracy
 BZ0326;SPC TX C     - 3,239,240.    1,098,680.      MT  (+/- 180 meters Scaled)
 BZ0326
 BZ0326                          SUPERSEDED SURVEY CONTROL
 BZ0326
 BZ0326  NGVD 29 (??/??/92)  138.235  (m)          453.53   (f) ADJ UNCH    2 0
 BZ0326
 BZ0326.Superseded values are not recommended for survey control.
 BZ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0326.See file dsdata.txt to determine how the superseded data were derived.
 BZ0326
 BZ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA724170(NAD 83)
 BZ0326_MARKER: DB = BENCH MARK DISK
 BZ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0326_STAMPING: W 410 1947
 BZ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0326+STABILITY: SURFACE MOTION
 BZ0326
 BZ0326  HISTORY     - Date     Condition        Report By
 BZ0326  HISTORY     - 1947     MONUMENTED       CGS
 BZ0326  HISTORY     - 1968     GOOD             NGS
 BZ0326
 BZ0326                          STATION DESCRIPTION
 BZ0326
 BZ0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BZ0326'3.3 MI NE FROM FAIRFIELD.
 BZ0326'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE COURT HOUSE IN
 BZ0326'FAIRFIELD, THENCE 1.8 MILES NORTHEAST ALONG FARM ROAD 488, THENCE 1.35
 BZ0326'MILES NORTHEAST ALONG F.M. HIGHWAY 1124 TO SITE OF BENCH MARK, 180
 BZ0326'FEET NORTHEAST OF A DIRT ROAD LEADING EAST, 55 FEET SOUTHEAST OF THE
 BZ0326'CENTER LINE OF HIGHWAY, 1 FOOT SOUTHWEST OF A METAL WITNESS POST. A C
 BZ0326'AND GS BENCH MARK DISK SET IN A 6 X 6 IN. CONCRETE POST WHICH PROJECTS
 BZ0326'ABOUT 10 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0292 ***********************************************************************
 BZ0292  DESIGNATION -  W 411
 BZ0292  PID         -  BZ0292
 BZ0292  STATE/COUNTY-  TX/FREESTONE
 BZ0292  USGS QUAD   -  WINKLER (1982)
 BZ0292
 BZ0292                         *CURRENT SURVEY CONTROL
 BZ0292  ___________________________________________________________________
 BZ0292* NAD 83(1986)-  31 55 15.     (N)    096 09 47.     (W)     SCALED    
 BZ0292* NAVD 88     -        99.876  (meters)     327.68   (feet)  ADJUSTED  
 BZ0292  ___________________________________________________________________
 BZ0292  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0292  DYNAMIC HT  -          99.759 (meters)     327.29  (feet)  COMP
 BZ0292  MODELED GRAV-     979,466.6   (mgal)                       NAVD 88
 BZ0292
 BZ0292  VERT ORDER  -  SECOND    CLASS 0
 BZ0292
 BZ0292.The horizontal coordinates were scaled from a topographic map and have
 BZ0292.an estimated accuracy of +/- 6 seconds.
 BZ0292
 BZ0292.The orthometric height was determined by differential leveling
 BZ0292.and adjusted by the National Geodetic Survey in June 1991..
 BZ0292
 BZ0292.The geoid height was determined by GEOID03.
 BZ0292
 BZ0292.The dynamic height is computed by dividing the NAVD 88
 BZ0292.geopotential number by the normal gravity value computed on the
 BZ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0292.degrees latitude (g = 980.6199 gals.).
 BZ0292
 BZ0292.The modeled gravity was interpolated from observed gravity values.
 BZ0292
 BZ0292;                    North         East    Units  Estimated Accuracy
 BZ0292;SPC TX C     - 3,257,290.    1,094,310.      MT  (+/- 180 meters Scaled)
 BZ0292
 BZ0292                          SUPERSEDED SURVEY CONTROL
 BZ0292
 BZ0292  NGVD 29 (??/??/92)   99.868  (m)          327.65   (f) ADJ UNCH    2 0
 BZ0292
 BZ0292.Superseded values are not recommended for survey control.
 BZ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0292.See file dsdata.txt to determine how the superseded data were derived.
 BZ0292
 BZ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA682351(NAD 83)
 BZ0292_MARKER: DB = BENCH MARK DISK
 BZ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0292_STAMPING: W 411 1947
 BZ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0292+STABILITY: SURFACE MOTION
 BZ0292
 BZ0292  HISTORY     - Date     Condition        Report By
 BZ0292  HISTORY     - 1947     MONUMENTED       CGS
 BZ0292  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0292
 BZ0292                          STATION DESCRIPTION
 BZ0292
 BZ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0292'3.9 MI SE FROM WINKLER.
 BZ0292'TO REACH FROM THE POST OFFICE AT WINKLER, PROCEED 1.8 MILE EAST ALONG
 BZ0292'A DIRT ROAD TO THE OLD ST. ELMO-STEWARDS MILL ROAD WHICH LEADS
 BZ0292'SOUTHEAST, THENCE 0.8 MILE SOUTHEAST, 0.4 MILE NORTHEAST AND 0.9 MILE
 BZ0292'SOUTHEAST ALONG THE OLD ROAD, BENCH MARK IS AT A FARM HOUSE AT THE TOP
 BZ0292'OF A HILL AND AT THE END OF THE PUBLICLY USED PORTION OF THE ROAD,
 BZ0292'72.0 FEET SOUTHEAST OF A LONE 2 1/2-FOOT OAK TREE, 52.0 FEET NORTHEAST
 BZ0292'OF THE NORTH CORNER OF THE I.P. WALKER FARM HOUSE, 29.0 FEET SOUTHWEST
 BZ0292'OF THE CENTER OF THE OLD ROAD BED, 2.0 FEET SOUTHWEST OF A REFERENCE
 BZ0292'POST, 1.5 FOOT NORTHWEST OF A NORTHEAST-SOUTHWEST GARDEN FENCE, SET IN
 BZ0292'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE OLD ROAD AND
 BZ0292'PROJECTING 0.3 FOOT.
 BZ0292
 BZ0292                          STATION RECOVERY (2002)
 BZ0292
 BZ0292'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1135 ***********************************************************************
 BL1135  DESIGNATION -  W 412
 BL1135  PID         -  BL1135
 BL1135  STATE/COUNTY-  TX/SAN JACINTO
 BL1135  USGS QUAD   -  OAKHURST (1972)
 BL1135
 BL1135                         *CURRENT SURVEY CONTROL
 BL1135  ___________________________________________________________________
 BL1135* NAD 83(1986)-  30 41 06.     (N)    095 16 36.     (W)     SCALED    
 BL1135* NAVD 88     -       113.55   (+/-2cm)     372.5    (feet)  VERTCON   
 BL1135  ___________________________________________________________________
 BL1135  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL1135
 BL1135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1135
 BL1135.The horizontal coordinates were scaled from a topographic map and have
 BL1135.an estimated accuracy of +/- 6 seconds.
 BL1135
 BL1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1135.The vertical order pertains to the NGVD 29 superseded value.
 BL1135
 BL1135.The geoid height was determined by GEOID03.
 BL1135
 BL1135;                    North         East    Units  Estimated Accuracy
 BL1135;SPC TX C     - 3,123,900.    1,184,300.      MT  (+/- 180 meters Scaled)
 BL1135
 BL1135                          SUPERSEDED SURVEY CONTROL
 BL1135
 BL1135  NGVD 29 (??/??/92)  113.555  (m)          372.56   (f) ADJ UNCH    2 0
 BL1135
 BL1135.Superseded values are not recommended for survey control.
 BL1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1135.See file dsdata.txt to determine how the superseded data were derived.
 BL1135
 BL1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP819969(NAD 83)
 BL1135_MARKER: DB = BENCH MARK DISK
 BL1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1135_STAMPING: W 412 1947
 BL1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1135+STABILITY: SURFACE MOTION
 BL1135
 BL1135  HISTORY     - Date     Condition        Report By
 BL1135  HISTORY     - 1947     MONUMENTED       CGS
 BL1135
 BL1135                          STATION DESCRIPTION
 BL1135
 BL1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1135'6.7 MI SE FROM OAKHURST.
 BL1135'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL1135'OAKHURST, THENCE 2.7 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL1135'0.1 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 BL1135'GRADED DIRT ROAD, 72.0 FEET EAST OF THE CENTER LINE OF A WOODS ROAD
 BL1135'LEADING SOUTH, 32.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF
 BL1135'THE EAST AND WEST ROAD, 21.8 FEET EAST OF A 12 INCH PINE TREE, 15.9
 BL1135'FEET NORTHEAST OF A 12 INCH OAK TREE, 1.5 FEET SOUTH OF A WITNESS
 BL1135'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BL1135'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1393 ***********************************************************************
 BY1393  DESIGNATION -  W 413
 BY1393  PID         -  BY1393
 BY1393  STATE/COUNTY-  TX/HOUSTON
 BY1393  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1393
 BY1393                         *CURRENT SURVEY CONTROL
 BY1393  ___________________________________________________________________
 BY1393* NAD 83(1986)-  31 08 00.     (N)    095 27 10.     (W)     SCALED    
 BY1393* NAVD 88     -        91.22   (+/-2cm)     299.3    (feet)  VERTCON   
 BY1393  ___________________________________________________________________
 BY1393  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1393
 BY1393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1393
 BY1393.The horizontal coordinates were scaled from a topographic map and have
 BY1393.an estimated accuracy of +/- 6 seconds.
 BY1393
 BY1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1393.The vertical order pertains to the NGVD 29 superseded value.
 BY1393
 BY1393.The geoid height was determined by GEOID03.
 BY1393
 BY1393;                    North         East    Units  Estimated Accuracy
 BY1393;SPC TX C     - 3,172,800.    1,165,260.      MT  (+/- 180 meters Scaled)
 BY1393
 BY1393                          SUPERSEDED SURVEY CONTROL
 BY1393
 BY1393  NGVD 29 (??/??/92)   91.23   (m)          299.3    (f) COMPUTED    2 0
 BY1393
 BY1393.Superseded values are not recommended for survey control.
 BY1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1393.See file dsdata.txt to determine how the superseded data were derived.
 BY1393
 BY1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ661469(NAD 83)
 BY1393_MARKER: DB = BENCH MARK DISK
 BY1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1393_STAMPING: W 413 1947
 BY1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1393+STABILITY: SURFACE MOTION
 BY1393
 BY1393  HISTORY     - Date     Condition        Report By
 BY1393  HISTORY     - 1947     MONUMENTED       CGS
 BY1393  HISTORY     - 1960     MARK NOT FOUND   NGS
 BY1393
 BY1393                          STATION DESCRIPTION
 BY1393
 BY1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1393'0.8 MI NW FROM LOVELADY.
 BY1393'0.2 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE INTERNATIONAL AND GREAT
 BY1393'NORTHERN RAILROAD STATION AT LOVELADY, THENCE 0.6 MILE NORTHWEST ALONG
 BY1393'A DIRT ROAD, AT THE JUNCTION WITH A PRIVATE ROAD LEADING SOUTHWEST
 BY1393'THROUGH A FIELD, 73 FEET NORTHWEST OF A POWER POLE, 30 FEET SOUTHWEST
 BY1393'OF THE CENTER LINE OF THE MAIN ROAD, 20 FEET SOUTHEAST OF THE CENTER
 BY1393'LINE OF THE PRIVATE ROAD, 2 FEET SOUTHEAST OF A 4X4 MARKER POST, 1
 BY1393'FOOT NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE, SET IN THE TOP OF
 BY1393'A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 BY1393
 BY1393                          STATION RECOVERY (1960)
 BY1393
 BY1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1394 ***********************************************************************
 BY1394  DESIGNATION -  W 413 RESET 1956
 BY1394  PID         -  BY1394
 BY1394  STATE/COUNTY-  TX/HOUSTON
 BY1394  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1394
 BY1394                         *CURRENT SURVEY CONTROL
 BY1394  ___________________________________________________________________
 BY1394* NAD 83(1986)-  31 08 05.     (N)    095 27 14.     (W)     SCALED    
 BY1394* NAVD 88     -        90.958  (meters)     298.42   (feet)  ADJUSTED  
 BY1394  ___________________________________________________________________
 BY1394  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1394  DYNAMIC HT  -          90.843 (meters)     298.04  (feet)  COMP
 BY1394  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 BY1394
 BY1394  VERT ORDER  -  FIRST     CLASS II
 BY1394
 BY1394.The horizontal coordinates were scaled from a topographic map and have
 BY1394.an estimated accuracy of +/- 6 seconds.
 BY1394
 BY1394.The orthometric height was determined by differential leveling
 BY1394.and adjusted by the National Geodetic Survey in June 1991..
 BY1394
 BY1394.The geoid height was determined by GEOID03.
 BY1394
 BY1394.The dynamic height is computed by dividing the NAVD 88
 BY1394.geopotential number by the normal gravity value computed on the
 BY1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1394.degrees latitude (g = 980.6199 gals.).
 BY1394
 BY1394.The modeled gravity was interpolated from observed gravity values.
 BY1394
 BY1394;                    North         East    Units  Estimated Accuracy
 BY1394;SPC TX C     - 3,172,950.    1,165,150.      MT  (+/- 180 meters Scaled)
 BY1394
 BY1394                          SUPERSEDED SURVEY CONTROL
 BY1394
 BY1394  NGVD 29 (??/??/??)   91.03   (m)          298.7    (f) RESET       3  
 BY1394
 BY1394.Superseded values are not recommended for survey control.
 BY1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1394.See file dsdata.txt to determine how the superseded data were derived.
 BY1394
 BY1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ660471(NAD 83)
 BY1394_MARKER: DB = BENCH MARK DISK
 BY1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1394_STAMPING: W 413 RESET 1956
 BY1394_PROJECTION: FLUSH
 BY1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1394+STABILITY: SURFACE MOTION
 BY1394
 BY1394  HISTORY     - Date     Condition        Report By
 BY1394  HISTORY     - 1956     MONUMENTED       CGS
 BY1394  HISTORY     - 1960     GOOD             NGS
 BY1394  HISTORY     - 1979     GOOD             NGS
 BY1394
 BY1394                          STATION DESCRIPTION
 BY1394
 BY1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1394'0.9 MI NW FROM LOVELADY.
 BY1394'0.9 MILE NORTHWEST ALONG FARM ROAD 1280 FROM THE MISSOURI PACIFIC
 BY1394'RAILROAD STATION AT LOVELADY, AT A PRIVATE DRIVEWAY LEADING SOUTHWEST
 BY1394'TO A FARMHOUSE WHICH IS SURROUNDED BY A GROUP OF LARGE CEDAR TREES, 50
 BY1394'FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 0.1 MILE SOUTHEAST
 BY1394'OF A SHARP CURVE IN THE ROAD, 215 FEET SOUTHEAST OF A POWER POLE WITH
 BY1394'A POWER LINE CROSSING THE ROAD, 31 FEET SOUTHEAST OF THE CENTER OF A
 BY1394'STEEL GATE ACROSS THE PRIVATE DRIVEWAY, 1 FOOT SOUTHWEST OF A FENCE,
 BY1394'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE
 BY1394'POST PROJECTING 4 INCHES.
 BY1394
 BY1394                          STATION RECOVERY (1979)
 BY1394
 BY1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1394'1.5 KM. (0.95 MI.) NORTHWEST ALONG FARM ROAD 1280 FROM THE JUNCTION OF
 BY1394'STATE HIGHWAY 19 IN LOVELADY, 14.9 M. (49.0 FT.) SOUTHWEST OF THE
 BY1394'CENTERLINE OF THE FARM ROAD, 9.4 M. (31.0 FT.) SOUTHEAST OF THE CENTER
 BY1394'OF A STEEL GATE AND A PRIVATE DIRT ROAD, 0.9 M. (3.0 FT.) SOUTH OF A
 BY1394'POWERLINE POLE.
 BY1394'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BY1394'THE MARK IS 0.3 M BELOW THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1684 ***********************************************************************
 BY1684  DESIGNATION -  W 415
 BY1684  PID         -  BY1684
 BY1684  STATE/COUNTY-  TX/LEON
 BY1684  USGS QUAD   -  FLO (1964)
 BY1684
 BY1684                         *CURRENT SURVEY CONTROL
 BY1684  ___________________________________________________________________
 BY1684* NAD 83(1986)-  31 23 18.     (N)    095 55 28.     (W)     SCALED    
 BY1684* NAVD 88     -       121.37   (+/-2cm)     398.2    (feet)  VERTCON   
 BY1684  ___________________________________________________________________
 BY1684  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1684
 BY1684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1684
 BY1684.The horizontal coordinates were scaled from a topographic map and have
 BY1684.an estimated accuracy of +/- 6 seconds.
 BY1684
 BY1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1684.The vertical order pertains to the NGVD 29 superseded value.
 BY1684
 BY1684.The geoid height was determined by GEOID03.
 BY1684
 BY1684;                    North         East    Units  Estimated Accuracy
 BY1684;SPC TX C     - 3,199,170.    1,119,200.      MT  (+/- 180 meters Scaled)
 BY1684
 BY1684                          SUPERSEDED SURVEY CONTROL
 BY1684
 BY1684  NGVD 29 (??/??/92)  121.342  (m)          398.10   (f) ADJ UNCH    2 0
 BY1684
 BY1684.Superseded values are not recommended for survey control.
 BY1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1684.See file dsdata.txt to determine how the superseded data were derived.
 BY1684
 BY1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ218763(NAD 83)
 BY1684_MARKER: DB = BENCH MARK DISK
 BY1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1684_STAMPING: W 415 1947
 BY1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1684+STABILITY: SURFACE MOTION
 BY1684
 BY1684  HISTORY     - Date     Condition        Report By
 BY1684  HISTORY     - 1947     MONUMENTED       CGS
 BY1684  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1684
 BY1684                          STATION DESCRIPTION
 BY1684
 BY1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1684'3.5 MI SW FROM FLO.
 BY1684'TO REACH FROM THE UNION CHURCH AT FLO GO SOUTHWEST 1.7 MILES ALONG A
 BY1684'GRADED DIRT ROAD, THENCE SOUTHERLY 1.8 MILES ALONG A DIRT ROAD TO SITE
 BY1684'OF MARK, BENCH MARK IS 72.0 FEET SOUTH OF A FOURTEEN INCH GUM TREE,
 BY1684'63.8 FEET SOUTHWEST OF AN EIGHTEEN INCH OAK TREE, 31.4 FEET WEST OF
 BY1684'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD AND 1.5 FEET NORTH OF
 BY1684'A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1684'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND. NOTE--
 BY1684'CLEARING IN THIS AREA HAS PROBABLY DESTROYED THE MARK.
 BY1684
 BY1684                          STATION RECOVERY (1964)
 BY1684
 BY1684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1726 ***********************************************************************
 BY1726  DESIGNATION -  W 416
 BY1726  PID         -  BY1726
 BY1726  STATE/COUNTY-  TX/MADISON
 BY1726  USGS QUAD   -  LEONA SW (1964)
 BY1726
 BY1726                         *CURRENT SURVEY CONTROL
 BY1726  ___________________________________________________________________
 BY1726* NAD 83(1986)-  31 00 23.     (N)    095 55 19.     (W)     SCALED    
 BY1726* NAVD 88     -       104.42   (+/-2cm)     342.6    (feet)  VERTCON   
 BY1726  ___________________________________________________________________
 BY1726  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY1726
 BY1726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1726
 BY1726.The horizontal coordinates were scaled from a topographic map and have
 BY1726.an estimated accuracy of +/- 6 seconds.
 BY1726
 BY1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1726.The vertical order pertains to the NGVD 29 superseded value.
 BY1726
 BY1726.The geoid height was determined by GEOID03.
 BY1726
 BY1726;                    North         East    Units  Estimated Accuracy
 BY1726;SPC TX C     - 3,156,870.    1,121,120.      MT  (+/- 180 meters Scaled)
 BY1726
 BY1726                          SUPERSEDED SURVEY CONTROL
 BY1726
 BY1726  NGVD 29 (??/??/92)  104.405  (m)          342.54   (f) ADJ UNCH    2 0
 BY1726
 BY1726.Superseded values are not recommended for survey control.
 BY1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1726.See file dsdata.txt to determine how the superseded data were derived.
 BY1726
 BY1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ210339(NAD 83)
 BY1726_MARKER: DB = BENCH MARK DISK
 BY1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1726_STAMPING: W 416 1947
 BY1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1726+STABILITY: SURFACE MOTION
 BY1726
 BY1726  HISTORY     - Date     Condition        Report By
 BY1726  HISTORY     - 1947     MONUMENTED       CGS
 BY1726  HISTORY     - 19960601 GOOD             USPSQD
 BY1726
 BY1726                          STATION DESCRIPTION
 BY1726
 BY1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1726'4.0 MI N FROM MADISONVILLE.
 BY1726'ABOUT 4.0 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE MADISONVILLE
 BY1726'HIGH SCHOOL AT MADISONVILLE, AT THE INTERSECTION OF THE HIGHWAY AND AN
 BY1726'EAST-WEST DIRT ROAD, 49.4 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 BY1726'LINE OF THE HIGHWAY, 35.4 FEET NORTH OF THE CENTER LINE OF THE DIRT
 BY1726'ROAD, 30.2 FEET NORTHWEST OF THE NORTH END OF A CORRUGATED IRON
 BY1726'CULVERT, 17.0 FEET NORTH OF A POWER POLE, 1.0 FOOT EAST OF A FENCE AND
 BY1726'1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BY1726'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 BY1726'GROUND.
 BY1726
 BY1726                          STATION RECOVERY (1996)
 BY1726
 BY1726'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1756 ***********************************************************************
 BY1756  DESIGNATION -  W 417
 BY1756  PID         -  BY1756
 BY1756  STATE/COUNTY-  TX/LEON
 BY1756  USGS QUAD   -  EUNICE (1964)
 BY1756
 BY1756                         *CURRENT SURVEY CONTROL
 BY1756  ___________________________________________________________________
 BY1756* NAD 83(1986)-  31 22 14.     (N)    095 49 54.     (W)     SCALED    
 BY1756* NAVD 88     -       136.88   (+/-2cm)     449.1    (feet)  VERTCON   
 BY1756  ___________________________________________________________________
 BY1756  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY1756
 BY1756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1756
 BY1756.The horizontal coordinates were scaled from a topographic map and have
 BY1756.an estimated accuracy of +/- 6 seconds.
 BY1756
 BY1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1756.The vertical order pertains to the NGVD 29 superseded value.
 BY1756
 BY1756.The geoid height was determined by GEOID03.
 BY1756
 BY1756;                    North         East    Units  Estimated Accuracy
 BY1756;SPC TX C     - 3,197,550.    1,128,100.      MT  (+/- 180 meters Scaled)
 BY1756
 BY1756                          SUPERSEDED SURVEY CONTROL
 BY1756
 BY1756  NGVD 29 (??/??/92)  136.855  (m)          449.00   (f) ADJ UNCH    2 0
 BY1756
 BY1756.Superseded values are not recommended for survey control.
 BY1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1756.See file dsdata.txt to determine how the superseded data were derived.
 BY1756
 BY1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ306741(NAD 83)
 BY1756_MARKER: DB = BENCH MARK DISK
 BY1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1756_STAMPING: W 417 1947
 BY1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1756+STABILITY: SURFACE MOTION
 BY1756
 BY1756  HISTORY     - Date     Condition        Report By
 BY1756  HISTORY     - 1947     MONUMENTED       CGS
 BY1756
 BY1756                          STATION DESCRIPTION
 BY1756
 BY1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1756'1.9 MI SW FROM NINEVEH.
 BY1756'ABOUT 1.9 MILES SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE POST
 BY1756'OFFICE AT NINEVEH, ABOUT 2.0 MILES SOUTHEAST OF RUSSELL, 99.0 FEET
 BY1756'NORTHWEST OF A TWENTY INCH OAK TREE, 54.0 FEET WEST OF A SIXTEEN INCH
 BY1756'OAK TREE, 27.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BY1756'THE ROAD AND 1.0 FOOT NORTH OF A 4X4 IN. MARKER POST.  A BRONZE BENCH
 BY1756'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 BY1756'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1697 ***********************************************************************
 BY1697  DESIGNATION -  W 418
 BY1697  PID         -  BY1697
 BY1697  STATE/COUNTY-  TX/LEON
 BY1697  USGS QUAD   -  CENTERVILLE (1964)
 BY1697
 BY1697                         *CURRENT SURVEY CONTROL
 BY1697  ___________________________________________________________________
 BY1697* NAD 83(1986)-  31 18 14.     (N)    095 59 24.     (W)     SCALED    
 BY1697* NAVD 88     -        86.33   (+/-2cm)     283.2    (feet)  VERTCON   
 BY1697  ___________________________________________________________________
 BY1697  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1697
 BY1697  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1697
 BY1697.The horizontal coordinates were scaled from a topographic map and have
 BY1697.an estimated accuracy of +/- 6 seconds.
 BY1697
 BY1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1697.The vertical order pertains to the NGVD 29 superseded value.
 BY1697
 BY1697.The geoid height was determined by GEOID03.
 BY1697
 BY1697;                    North         East    Units  Estimated Accuracy
 BY1697;SPC TX C     - 3,189,570.    1,113,340.      MT  (+/- 180 meters Scaled)
 BY1697
 BY1697                          SUPERSEDED SURVEY CONTROL
 BY1697
 BY1697  NGVD 29 (??/??/92)   86.309  (m)          283.17   (f) ADJ UNCH    2 0
 BY1697
 BY1697.Superseded values are not recommended for survey control.
 BY1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1697.See file dsdata.txt to determine how the superseded data were derived.
 BY1697
 BY1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ154671(NAD 83)
 BY1697_MARKER: DB = BENCH MARK DISK
 BY1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1697_STAMPING: W 418 1947
 BY1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1697+STABILITY: SURFACE MOTION
 BY1697
 BY1697  HISTORY     - Date     Condition        Report By
 BY1697  HISTORY     - 1947     MONUMENTED       CGS
 BY1697
 BY1697                          STATION DESCRIPTION
 BY1697
 BY1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1697'3.4 MI N FROM CENTERVILLE.
 BY1697'ABOUT 3.4 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE
 BY1697'AT CENTERVILLE, ABOUT 0.1 MILE SOUTH OF THE SOUTH END OF THE BRIDGE
 BY1697'ACROSS GARLAND BRANCH CREEK, 109.0 FEET WEST OF AND ABOUT LEVEL WITH
 BY1697'THE CENTER LINE OF THE HIGHWAY, 50.8 FEET NORTH OF A FENCE CORNER, 6.6
 BY1697'FEET SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER POST, 3.0 FEET WEST
 BY1697'OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE
 BY1697'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1697'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1753 ***********************************************************************
 BY1753  DESIGNATION -  W 419
 BY1753  PID         -  BY1753
 BY1753  STATE/COUNTY-  TX/LEON
 BY1753  USGS QUAD   -  MIDDLETON (1972)
 BY1753
 BY1753                         *CURRENT SURVEY CONTROL
 BY1753  ___________________________________________________________________
 BY1753* NAD 83(1986)-  31 13 19.     (N)    095 49 31.     (W)     SCALED    
 BY1753* NAVD 88     -        91.85   (+/-2cm)     301.3    (feet)  VERTCON   
 BY1753  ___________________________________________________________________
 BY1753  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY1753
 BY1753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1753
 BY1753.The horizontal coordinates were scaled from a topographic map and have
 BY1753.an estimated accuracy of +/- 6 seconds.
 BY1753
 BY1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1753.The vertical order pertains to the NGVD 29 superseded value.
 BY1753
 BY1753.The geoid height was determined by GEOID03.
 BY1753
 BY1753;                    North         East    Units  Estimated Accuracy
 BY1753;SPC TX C     - 3,181,110.    1,129,370.      MT  (+/- 180 meters Scaled)
 BY1753
 BY1753                          SUPERSEDED SURVEY CONTROL
 BY1753
 BY1753  NGVD 29 (??/??/92)   91.842  (m)          301.32   (f) ADJ UNCH    2 0
 BY1753
 BY1753.Superseded values are not recommended for survey control.
 BY1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1753.See file dsdata.txt to determine how the superseded data were derived.
 BY1753
 BY1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ308576(NAD 83)
 BY1753_MARKER: DB = BENCH MARK DISK
 BY1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1753_STAMPING: W 419 1947
 BY1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1753+STABILITY: SURFACE MOTION
 BY1753
 BY1753  HISTORY     - Date     Condition        Report By
 BY1753  HISTORY     - 1947     MONUMENTED       CGS
 BY1753
 BY1753                          STATION DESCRIPTION
 BY1753
 BY1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1753'3.2 MI SW FROM CENTERVIEW.
 BY1753'TO REACH FROM THE CENTERVIEW HIGH SCHOOL AT CENTERVIEW GO SOUTHEAST
 BY1753'0.4 MILE ALONG A GRADED DIRT ROAD, THENCE SOUTHWEST 2.2 MILES ALONG A
 BY1753'GRADED DIRT ROAD, THENCE SOUTHERLY 0.6 MILE ALONG A GRADED DIRT ROAD
 BY1753'TO SITE OF MARK, BENCH MARK IS ABOUT 0.4 MILE NORTH OF A COUNTRY STORE
 BY1753'AND CROSSROADS, ABOUT 35 YARDS EAST OF A FARMHOUSE, 75.9 FEET EAST OF
 BY1753'A SIXTEEN INCH CEDAR TREE, 27.8 FEET SOUTHEAST OF A THIRTY INCH
 BY1753'SYCAMORE TREE, 28.4 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER
 BY1753'LINE OF THE ROAD, 1.0 FOOT NORTHEAST OF A FENCE AND 1.5 FEET SOUTHEAST
 BY1753'OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF
 BY1753'A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0258 ***********************************************************************
 BZ0258  DESIGNATION -  W 421
 BZ0258  PID         -  BZ0258
 BZ0258  STATE/COUNTY-  TX/FREESTONE
 BZ0258  USGS QUAD   -  WINKLER (1982)
 BZ0258
 BZ0258                         *CURRENT SURVEY CONTROL
 BZ0258  ___________________________________________________________________
 BZ0258* NAD 83(1986)-  31 56 37.     (N)    096 10 10.     (W)     SCALED    
 BZ0258* NAVD 88     -       111.862  (meters)     367.00   (feet)  ADJUSTED  
 BZ0258  ___________________________________________________________________
 BZ0258  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0258  DYNAMIC HT  -         111.731 (meters)     366.57  (feet)  COMP
 BZ0258  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 BZ0258
 BZ0258  VERT ORDER  -  SECOND    CLASS 0
 BZ0258
 BZ0258.The horizontal coordinates were scaled from a topographic map and have
 BZ0258.an estimated accuracy of +/- 6 seconds.
 BZ0258
 BZ0258.The orthometric height was determined by differential leveling
 BZ0258.and adjusted by the National Geodetic Survey in June 1991..
 BZ0258
 BZ0258.The geoid height was determined by GEOID03.
 BZ0258
 BZ0258.The dynamic height is computed by dividing the NAVD 88
 BZ0258.geopotential number by the normal gravity value computed on the
 BZ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0258.degrees latitude (g = 980.6199 gals.).
 BZ0258
 BZ0258.The modeled gravity was interpolated from observed gravity values.
 BZ0258
 BZ0258;                    North         East    Units  Estimated Accuracy
 BZ0258;SPC TX C     - 3,259,790.    1,093,610.      MT  (+/- 180 meters Scaled)
 BZ0258
 BZ0258                          SUPERSEDED SURVEY CONTROL
 BZ0258
 BZ0258  NGVD 29 (??/??/92)  111.854  (m)          366.97   (f) ADJ UNCH    2 0
 BZ0258
 BZ0258.Superseded values are not recommended for survey control.
 BZ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0258.See file dsdata.txt to determine how the superseded data were derived.
 BZ0258
 BZ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA675376(NAD 83)
 BZ0258_MARKER: DB = BENCH MARK DISK
 BZ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0258_STAMPING: W-421 1947
 BZ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0258+STABILITY: SURFACE MOTION
 BZ0258
 BZ0258  HISTORY     - Date     Condition        Report By
 BZ0258  HISTORY     - 1947     MONUMENTED       CGS
 BZ0258  HISTORY     - 1958     GOOD             USGS
 BZ0258  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0258
 BZ0258                          STATION DESCRIPTION
 BZ0258
 BZ0258'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BZ0258'2.9 MI NE FROM WINKLER.
 BZ0258'TO REACH FROM THE P.O. AT WINKLER, GO 2.7 MILES EAST ALONG FARM ROAD
 BZ0258'246 TO A CROSS ROADS, THENCE 0.2 MILE N. TO JCT. WITH ABANDONED ROAD
 BZ0258'TO THE LEFT.  BENCH MARK IS 640 FT. NW OF THE ROAD JCT., 69 FEET SW OF
 BZ0258'AN ABANDONED FARMHOUSE, 39 FEET N. OF AND 2 FEET HIGHER THAN THE
 BZ0258'CENTER LINE OF THE ABANDONED ROAD, 3 FEET NORTH OF A FENCE LINE, SET
 BZ0258'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND AND
 BZ0258'STAMPED W 421 1947.
 BZ0258
 BZ0258                          STATION RECOVERY (2002)
 BZ0258
 BZ0258'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0197 ***********************************************************************
 BZ0197  DESIGNATION -  W 422
 BZ0197  PID         -  BZ0197
 BZ0197  STATE/COUNTY-  TX/FREESTONE
 BZ0197  USGS QUAD   -  KIRVIN (1982)
 BZ0197
 BZ0197                         *CURRENT SURVEY CONTROL
 BZ0197  ___________________________________________________________________
 BZ0197* NAD 83(1986)-  31 52 09.     (N)    096 18 44.     (W)     SCALED    
 BZ0197* NAVD 88     -       100.858  (meters)     330.90   (feet)  ADJUSTED  
 BZ0197  ___________________________________________________________________
 BZ0197  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0197  DYNAMIC HT  -         100.740 (meters)     330.51  (feet)  COMP
 BZ0197  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 BZ0197
 BZ0197  VERT ORDER  -  SECOND    CLASS 0
 BZ0197
 BZ0197.The horizontal coordinates were scaled from a topographic map and have
 BZ0197.an estimated accuracy of +/- 6 seconds.
 BZ0197
 BZ0197.The orthometric height was determined by differential leveling
 BZ0197.and adjusted by the National Geodetic Survey in June 1991..
 BZ0197
 BZ0197.The geoid height was determined by GEOID03.
 BZ0197
 BZ0197.The dynamic height is computed by dividing the NAVD 88
 BZ0197.geopotential number by the normal gravity value computed on the
 BZ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0197.degrees latitude (g = 980.6199 gals.).
 BZ0197
 BZ0197.The modeled gravity was interpolated from observed gravity values.
 BZ0197
 BZ0197;                    North         East    Units  Estimated Accuracy
 BZ0197;SPC TX C     - 3,251,050.    1,080,420.      MT  (+/- 180 meters Scaled)
 BZ0197
 BZ0197                          SUPERSEDED SURVEY CONTROL
 BZ0197
 BZ0197  NGVD 29 (??/??/92)  100.846  (m)          330.86   (f) ADJ UNCH    2 0
 BZ0197
 BZ0197.Superseded values are not recommended for survey control.
 BZ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0197.See file dsdata.txt to determine how the superseded data were derived.
 BZ0197
 BZ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA542290(NAD 83)
 BZ0197_MARKER: DB = BENCH MARK DISK
 BZ0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0197_SP_SET: CULVERT
 BZ0197_STAMPING: W 422 1947
 BZ0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0197
 BZ0197  HISTORY     - Date     Condition        Report By
 BZ0197  HISTORY     - 1947     MONUMENTED       CGS
 BZ0197  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0197
 BZ0197                          STATION DESCRIPTION
 BZ0197
 BZ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0197'1.1 MI SE FROM STREETMAN.
 BZ0197'TO REACH FROM THE RAILWAY STATION AT STREETMAN GO 0.4 OF A MILE EAST
 BZ0197'ALONG A GRAVELED STREET TO U. S. HIGHWAY 75, THENCE 0.7 OF A MILE
 BZ0197'SOUTHEAST ALONG U. S. HIGHWAY 75 TO THE SITE OF THE BENCH MARK.  THE
 BZ0197'MARK IS SET IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A LARGE
 BZ0197'CONCRETE CULVERT, 21 FEET NORTHEAST OF AND 5 FEET LOWER THAN THE
 BZ0197'CENTER LINE OF THE HIGHWAY.  A BRONZE DISK SET IN A DRILL HOLE IN
 BZ0197'CONCRETE.
 BZ0197
 BZ0197                          STATION RECOVERY (2002)
 BZ0197
 BZ0197'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BZ0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0268 ***********************************************************************
 GL0268  DESIGNATION -  W 423
 GL0268  PID         -  GL0268
 GL0268  STATE/COUNTY-  TX/DALLAM
 GL0268  USGS QUAD   -  CORLENA (1973)
 GL0268
 GL0268                         *CURRENT SURVEY CONTROL
 GL0268  ___________________________________________________________________
 GL0268* NAD 83(1986)-  36 19 37.     (N)    102 57 07.     (W)     SCALED    
 GL0268* NAVD 88     -      1381.935  (meters)    4533.90   (feet)  ADJUSTED  
 GL0268  ___________________________________________________________________
 GL0268  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 GL0268  DYNAMIC HT  -        1380.322 (meters)    4528.61  (feet)  COMP
 GL0268  MODELED GRAV-     979,416.4   (mgal)                       NAVD 88
 GL0268
 GL0268  VERT ORDER  -  FIRST     CLASS II
 GL0268
 GL0268.The horizontal coordinates were scaled from a topographic map and have
 GL0268.an estimated accuracy of +/- 6 seconds.
 GL0268
 GL0268.The orthometric height was determined by differential leveling
 GL0268.and adjusted by the National Geodetic Survey in June 1991..
 GL0268
 GL0268.The geoid height was determined by GEOID03.
 GL0268
 GL0268.The dynamic height is computed by dividing the NAVD 88
 GL0268.geopotential number by the normal gravity value computed on the
 GL0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0268.degrees latitude (g = 980.6199 gals.).
 GL0268
 GL0268.The modeled gravity was interpolated from observed gravity values.
 GL0268
 GL0268;                    North         East    Units  Estimated Accuracy
 GL0268;SPC TX N     - 1,259,110.       69,630.      MT  (+/- 180 meters Scaled)
 GL0268
 GL0268                          SUPERSEDED SURVEY CONTROL
 GL0268
 GL0268  NGVD 29 (??/??/92) 1381.28   (m)         4531.7    (f) COMPUTED    1 2
 GL0268
 GL0268.Superseded values are not recommended for survey control.
 GL0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0268.See file dsdata.txt to determine how the superseded data were derived.
 GL0268
 GL0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA838221(NAD 83)
 GL0268_MARKER: DB = BENCH MARK DISK
 GL0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0268_STAMPING: W 423 1955
 GL0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0268+STABILITY: SURFACE MOTION
 GL0268
 GL0268  HISTORY     - Date     Condition        Report By
 GL0268  HISTORY     - 1955     MONUMENTED       CGS
 GL0268  HISTORY     - 1956     GOOD             NGS
 GL0268
 GL0268                          STATION DESCRIPTION
 GL0268
 GL0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0268'5.4 MI SE FROM TEXLINE.
 GL0268'5.4 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0268'THE STATION AT TEXLINE, 0.4 MILE EAST OF MILEPOST 448, 99 FEET SOUTH
 GL0268'OF THE CENTER LINE OF U.S. HIGHWAY 87, 49.4 FEET NORTH OF THE NORTH
 GL0268'RAIL, 4.4 FEET WEST OF A TELEPHONE POLE, 2.1 FEET EAST OF A WITNESS
 GL0268'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0268'THE GROUND.
 GL0268
 GL0268                          STATION RECOVERY (1956)
 GL0268
 GL0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GL0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0017 ***********************************************************************
 EN0017  DESIGNATION -  W 426
 EN0017  PID         -  EN0017
 EN0017  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0017  USGS QUAD   -  WELLINGTON NW (1982)
 EN0017
 EN0017                         *CURRENT SURVEY CONTROL
 EN0017  ___________________________________________________________________
 EN0017* NAD 83(1986)-  34 57 22.     (N)    100 13 14.     (W)     SCALED    
 EN0017* NAVD 88     -       599.482  (meters)    1966.80   (feet)  ADJUSTED  
 EN0017  ___________________________________________________________________
 EN0017  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EN0017  DYNAMIC HT  -         598.826 (meters)    1964.65  (feet)  COMP
 EN0017  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 EN0017
 EN0017  VERT ORDER  -  SECOND    CLASS 0
 EN0017
 EN0017.The horizontal coordinates were scaled from a topographic map and have
 EN0017.an estimated accuracy of +/- 6 seconds.
 EN0017
 EN0017.The orthometric height was determined by differential leveling
 EN0017.and adjusted by the National Geodetic Survey in June 1991..
 EN0017
 EN0017.The geoid height was determined by GEOID03.
 EN0017
 EN0017.The dynamic height is computed by dividing the NAVD 88
 EN0017.geopotential number by the normal gravity value computed on the
 EN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0017.degrees latitude (g = 980.6199 gals.).
 EN0017
 EN0017.The modeled gravity was interpolated from observed gravity values.
 EN0017
 EN0017;                    North         East    Units  Estimated Accuracy
 EN0017;SPC TX N     - 1,106,820.      316,850.      MT  (+/- 180 meters Scaled)
 EN0017
 EN0017                          SUPERSEDED SURVEY CONTROL
 EN0017
 EN0017  NGVD 29 (??/??/92)  599.179  (m)         1965.81   (f) ADJ UNCH    2 0
 EN0017
 EN0017.Superseded values are not recommended for survey control.
 EN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0017.See file dsdata.txt to determine how the superseded data were derived.
 EN0017
 EN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD885688(NAD 83)
 EN0017_MARKER: DB = BENCH MARK DISK
 EN0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0017_SP_SET: ABUTMENT
 EN0017_STAMPING: W 426 1934
 EN0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0017
 EN0017  HISTORY     - Date     Condition        Report By
 EN0017  HISTORY     - 1934     MONUMENTED       CGS
 EN0017  HISTORY     - 1953     GOOD             NGS
 EN0017
 EN0017                          STATION DESCRIPTION
 EN0017
 EN0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EN0017'4.6 MI S FROM LUTIE.
 EN0017'4.6 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE BAPTIST CHURCH AT
 EN0017'LUTIE, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 EN0017'OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE OVER THE
 EN0017'RED RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0893 ***********************************************************************
 FL0893  DESIGNATION -  W 427
 FL0893  PID         -  FL0893
 FL0893  STATE/COUNTY-  TX/ARMSTRONG
 FL0893  USGS QUAD   -  CLAUDE (1983)
 FL0893
 FL0893                         *CURRENT SURVEY CONTROL
 FL0893  ___________________________________________________________________
 FL0893* NAD 83(1986)-  35 06 29.     (N)    101 21 32.     (W)     SCALED    
 FL0893* NAVD 88     -      1038.181  (meters)    3406.10   (feet)  ADJUSTED  
 FL0893  ___________________________________________________________________
 FL0893  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL0893  DYNAMIC HT  -        1036.954 (meters)    3402.07  (feet)  COMP
 FL0893  MODELED GRAV-     979,417.1   (mgal)                       NAVD 88
 FL0893
 FL0893  VERT ORDER  -  SECOND    CLASS 0
 FL0893
 FL0893.The horizontal coordinates were scaled from a topographic map and have
 FL0893.an estimated accuracy of +/- 6 seconds.
 FL0893
 FL0893.The orthometric height was determined by differential leveling
 FL0893.and adjusted by the National Geodetic Survey in June 1991..
 FL0893
 FL0893.The geoid height was determined by GEOID03.
 FL0893
 FL0893.The dynamic height is computed by dividing the NAVD 88
 FL0893.geopotential number by the normal gravity value computed on the
 FL0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0893.degrees latitude (g = 980.6199 gals.).
 FL0893
 FL0893.The modeled gravity was interpolated from observed gravity values.
 FL0893
 FL0893;                    North         East    Units  Estimated Accuracy
 FL0893;SPC TX N     - 1,122,930.      212,860.      MT  (+/- 180 meters Scaled)
 FL0893
 FL0893                          SUPERSEDED SURVEY CONTROL
 FL0893
 FL0893  NGVD 29 (??/??/92) 1037.692  (m)         3404.49   (f) ADJ UNCH    2 0
 FL0893
 FL0893.Superseded values are not recommended for survey control.
 FL0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0893.See file dsdata.txt to determine how the superseded data were derived.
 FL0893
 FL0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD850875(NAD 83)
 FL0893_MARKER: DB = BENCH MARK DISK
 FL0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0893_SP_SET: WALL
 FL0893_STAMPING: W-427 1934
 FL0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0893+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL0893
 FL0893  HISTORY     - Date     Condition        Report By
 FL0893  HISTORY     - 1934     MONUMENTED       CGS
 FL0893  HISTORY     - 20040804 GOOD             USPSQD
 FL0893  HISTORY     - 20050805 GOOD             USPSQD
 FL0893
 FL0893                          STATION DESCRIPTION
 FL0893
 FL0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0893'IN CLAUDE.
 FL0893'IN THE FIRST NATIONAL BANK BLD., SET VERTICALLY IN S.E.
 FL0893'CORNER IN S. WALL, 2 FT. W. OF CORNER, AND ABOUT 2 FT. ABOVE SIDE
 FL0893'WALK.
 FL0893
 FL0893                          STATION RECOVERY (2004)
 FL0893
 FL0893'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL0893'RECOVERED IN GOOD CONDITION.
 FL0893
 FL0893                          STATION RECOVERY (2005)
 FL0893
 FL0893'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL0893'THE WALL HAS BEEN PLASTERED BUT THE MARK WAS LEFT CLEAR AND HAS BEEN
 FL0893'POLISHED. BRIGHT SHINNEY BRASS SHOWS UP REAL GOOD. BEST CONDITION OF
 FL0893'ANY MARK I HAVE SEEN IN A LONG TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0217 ***********************************************************************
 EN0217  DESIGNATION -  W 428
 EN0217  PID         -  EN0217
 EN0217  STATE/COUNTY-  TX/HALL
 EN0217  USGS QUAD   -  BRICE (1985)
 EN0217
 EN0217                         *CURRENT SURVEY CONTROL
 EN0217  ___________________________________________________________________
 EN0217* NAD 83(1986)-  34 41 18.     (N)    100 54 45.     (W)     SCALED    
 EN0217* NAVD 88     -       646.792  (meters)    2122.02   (feet)  ADJUSTED  
 EN0217  ___________________________________________________________________
 EN0217  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EN0217  DYNAMIC HT  -         646.049 (meters)    2119.58  (feet)  COMP
 EN0217  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 EN0217
 EN0217  VERT ORDER  -  SECOND    CLASS 0
 EN0217
 EN0217.The horizontal coordinates were scaled from a topographic map and have
 EN0217.an estimated accuracy of +/- 6 seconds.
 EN0217
 EN0217.The orthometric height was determined by differential leveling
 EN0217.and adjusted by the National Geodetic Survey in June 1991..
 EN0217
 EN0217.The geoid height was determined by GEOID03.
 EN0217
 EN0217.The dynamic height is computed by dividing the NAVD 88
 EN0217.geopotential number by the normal gravity value computed on the
 EN0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0217.degrees latitude (g = 980.6199 gals.).
 EN0217
 EN0217.The modeled gravity was interpolated from observed gravity values.
 EN0217
 EN0217;                    North         East    Units  Estimated Accuracy
 EN0217;SPC TX N     - 1,076,520.      253,830.      MT  (+/- 180 meters Scaled)
 EN0217
 EN0217                          SUPERSEDED SURVEY CONTROL
 EN0217
 EN0217  NGVD 29 (??/??/92)  646.434  (m)         2120.84   (f) ADJ UNCH    2 0
 EN0217
 EN0217.Superseded values are not recommended for survey control.
 EN0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0217.See file dsdata.txt to determine how the superseded data were derived.
 EN0217
 EN0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD248401(NAD 83)
 EN0217_MARKER: DB = BENCH MARK DISK
 EN0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0217_STAMPING: W 428 1934
 EN0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0217+STABILITY: SURFACE MOTION
 EN0217
 EN0217  HISTORY     - Date     Condition        Report By
 EN0217  HISTORY     - 1934     MONUMENTED       CGS
 EN0217
 EN0217                          STATION DESCRIPTION
 EN0217
 EN0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0217'2.1 MI S FROM BRICE.
 EN0217'2.1 MILES SOUTH ALONG THE CLARENDON-QUITAQUE ROAD FROM BRICE, HALL
 EN0217'COUNTY, 0.3 MILE NORTH OF A HIGHWAY LEADING TO MEMPHIS, 40 FEET EAST
 EN0217'OF THE CENTERLINE OF THE ROAD, AT THE NORTHWEST CORNER OF A LARGE
 EN0217'COTTON FIELD.  AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0299 ***********************************************************************
 AY0299  DESIGNATION -  W 43
 AY0299  PID         -  AY0299
 AY0299  STATE/COUNTY-  TX/BEXAR
 AY0299  USGS QUAD   -  SOUTHTON (1992)
 AY0299
 AY0299                         *CURRENT SURVEY CONTROL
 AY0299  ___________________________________________________________________
 AY0299* NAD 83(1986)-  29 20 14.     (N)    098 27 18.     (W)     SCALED    
 AY0299* NAVD 88     -       162.704  (meters)     533.80   (feet)  ADJUSTED  
 AY0299  ___________________________________________________________________
 AY0299  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY0299  DYNAMIC HT  -         162.468 (meters)     533.03  (feet)  COMP
 AY0299  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AY0299
 AY0299  VERT ORDER  -  FIRST     CLASS II
 AY0299
 AY0299.The horizontal coordinates were scaled from a topographic map and have
 AY0299.an estimated accuracy of +/- 6 seconds.
 AY0299
 AY0299.The orthometric height was determined by differential leveling
 AY0299.and adjusted by the National Geodetic Survey in June 1991..
 AY0299
 AY0299.The geoid height was determined by GEOID03.
 AY0299
 AY0299.The dynamic height is computed by dividing the NAVD 88
 AY0299.geopotential number by the normal gravity value computed on the
 AY0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0299.degrees latitude (g = 980.6199 gals.).
 AY0299
 AY0299.The modeled gravity was interpolated from observed gravity values.
 AY0299
 AY0299;                    North         East    Units  Estimated Accuracy
 AY0299;SPC TXSC     - 4,166,790.      652,920.      MT  (+/- 180 meters Scaled)
 AY0299
 AY0299                          SUPERSEDED SURVEY CONTROL
 AY0299
 AY0299  NGVD 29 (??/??/92)  162.615  (m)          533.51   (f) ADJ UNCH    1 2
 AY0299
 AY0299.Superseded values are not recommended for survey control.
 AY0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0299.See file dsdata.txt to determine how the superseded data were derived.
 AY0299
 AY0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT529454(NAD 83)
 AY0299_MARKER: DB = BENCH MARK DISK
 AY0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0299_STAMPING: W 43 1917 ELEV. 533.36 FT.
 AY0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0299+STABILITY: SURFACE MOTION
 AY0299
 AY0299  HISTORY     - Date     Condition        Report By
 AY0299  HISTORY     - 1917     MONUMENTED       CGS
 AY0299  HISTORY     - 1943     GOOD             NGS
 AY0299  HISTORY     - 1952     GOOD             NGS
 AY0299  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0299  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY0299
 AY0299                          STATION DESCRIPTION
 AY0299
 AY0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0299'4.0 MI SE FROM SAN ANTONIO.
 AY0299'TO REACH FROM THE RIVERSIDE SCHOOL AT SAN ANTONIO, PROCEED 4.0 MILES
 AY0299'SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD TO RAILROAD BRIDGE NO.
 AY0299'5-27 AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE NORTH OF
 AY0299'BERGS MILL, 10. TELEGRAPH POLES SOUTHEAST OF MILE POST NO. 5.  IT IS
 AY0299'ABOUT 60.0 YARDS SOUTHEAST OF THE SOUTHEAST END OF RAILROAD BRIDGE NO.
 AY0299'5-27, 96.0 FEET NORTHWEST OF RAILROAD CULVERT NO. 5-37.  IT IS 36.0
 AY0299'FEET SOUTHWEST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF TRACK,
 AY0299'14.0 FEET NORTHEAST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET
 AY0299'NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5
 AY0299'FOOT.
 AY0299
 AY0299                          STATION RECOVERY (1952)
 AY0299
 AY0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AY0299'RECOVERED IN GOOD CONDITION.
 AY0299
 AY0299                          STATION RECOVERY (1980)
 AY0299
 AY0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0299'SEARCHED FOR, NOT RECOVERED.
 AY0299
 AY0299                          STATION RECOVERY (1995)
 AY0299
 AY0299'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0395 ***********************************************************************
 EN0395  DESIGNATION -  W 430 RESET 1936
 EN0395  PID         -  EN0395
 EN0395  STATE/COUNTY-  TX/SWISHER
 EN0395  USGS QUAD   -  TULIA (1981)
 EN0395
 EN0395                         *CURRENT SURVEY CONTROL
 EN0395  ___________________________________________________________________
 EN0395* NAD 83(1986)-  34 31 46.     (N)    101 48 42.     (W)     SCALED    
 EN0395* NAVD 88     -      1074.24   (+/-2cm)    3524.4    (feet)  VERTCON   
 EN0395  ___________________________________________________________________
 EN0395  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EN0395
 EN0395  VERT ORDER  -  THIRD (See Below)
 EN0395
 EN0395.The horizontal coordinates were scaled from a topographic map and have
 EN0395.an estimated accuracy of +/- 6 seconds.
 EN0395
 EN0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0395.The vertical order pertains to the NGVD 29 superseded value.
 EN0395
 EN0395.The geoid height was determined by GEOID03.
 EN0395
 EN0395;                    North         East    Units  Estimated Accuracy
 EN0395;SPC TX N     - 1,058,780.      171,390.      MT  (+/- 180 meters Scaled)
 EN0395
 EN0395                          SUPERSEDED SURVEY CONTROL
 EN0395
 EN0395  NGVD 29 (??/??/??) 1073.81   (m)         3523.0    (f) RESET       3  
 EN0395
 EN0395.Superseded values are not recommended for survey control.
 EN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0395.See file dsdata.txt to determine how the superseded data were derived.
 EN0395
 EN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD419244(NAD 83)
 EN0395_MARKER: DB = BENCH MARK DISK
 EN0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0395_STAMPING: W 430 RESET 1936
 EN0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0395+STABILITY: SURFACE MOTION
 EN0395
 EN0395  HISTORY     - Date     Condition        Report By
 EN0395  HISTORY     - 1936     MONUMENTED       TXHD
 EN0395  HISTORY     - 1947     GOOD             NGS
 EN0395  HISTORY     - 1965     GOOD             USGS
 EN0395
 EN0395                          STATION DESCRIPTION
 EN0395
 EN0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EN0395'2.4 MI W FROM TULIA.
 EN0395'2.4 MILES WEST ALONG STATE HIGHWAY 86 FROM THE PANHANDLE AND SANTA FE
 EN0395'RAILWAY STATION AT TULIA, AT A SECTION LINE, AT THE JUNCTION OF A ROAD
 EN0395'LEADING TO A FARMHOUSE, 50 FEET NORTH OF THE CENTERLINE OF THE
 EN0395'HIGHWAY, AND 18 FEET EAST OF THE CENTERLINE OF THE ROAD.  NOTE-- 1 FT.
 EN0395'W OF A FENCE AND 1 FT. N OF A POWER POLE.
 EN0395
 EN0395                          STATION RECOVERY (1965)
 EN0395
 EN0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0147 ***********************************************************************
 DP0147  DESIGNATION -  W 433
 DP0147  PID         -  DP0147
 DP0147  STATE/COUNTY-  TX/DICKENS
 DP0147  USGS QUAD   -  DICKENS SOUTH (1981)
 DP0147
 DP0147                         *CURRENT SURVEY CONTROL
 DP0147  ___________________________________________________________________
 DP0147* NAD 83(1986)-  33 34 24.     (N)    100 50 37.     (W)     SCALED    
 DP0147* NAVD 88     -       731.551  (meters)    2400.10   (feet)  ADJUSTED  
 DP0147  ___________________________________________________________________
 DP0147  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DP0147  DYNAMIC HT  -         730.661 (meters)    2397.18  (feet)  COMP
 DP0147  MODELED GRAV-     979,394.8   (mgal)                       NAVD 88
 DP0147
 DP0147  VERT ORDER  -  SECOND    CLASS 0
 DP0147
 DP0147.The horizontal coordinates were scaled from a topographic map and have
 DP0147.an estimated accuracy of +/- 6 seconds.
 DP0147
 DP0147.The orthometric height was determined by differential leveling
 DP0147.and adjusted by the National Geodetic Survey in June 1991..
 DP0147
 DP0147.The geoid height was determined by GEOID03.
 DP0147
 DP0147.The dynamic height is computed by dividing the NAVD 88
 DP0147.geopotential number by the normal gravity value computed on the
 DP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0147.degrees latitude (g = 980.6199 gals.).
 DP0147
 DP0147.The modeled gravity was interpolated from observed gravity values.
 DP0147
 DP0147;                    North         East    Units  Estimated Accuracy
 DP0147;SPC TXNC     - 2,213,860.      382,450.      MT  (+/- 180 meters Scaled)
 DP0147
 DP0147                          SUPERSEDED SURVEY CONTROL
 DP0147
 DP0147  NGVD 29 (??/??/92)  731.287  (m)         2399.23   (f) ADJ UNCH    2 0
 DP0147
 DP0147.Superseded values are not recommended for survey control.
 DP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0147.See file dsdata.txt to determine how the superseded data were derived.
 DP0147
 DP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC288163(NAD 83)
 DP0147_MARKER: DB = BENCH MARK DISK
 DP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0147_STAMPING: W-433 1934
 DP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0147+STABILITY: SURFACE MOTION
 DP0147
 DP0147  HISTORY     - Date     Condition        Report By
 DP0147  HISTORY     - 1934     MONUMENTED       CGS
 DP0147  HISTORY     - 1935     GOOD             NGS
 DP0147  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0147
 DP0147                          STATION DESCRIPTION
 DP0147
 DP0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0147'3.9 MI S FROM DICKENS.
 DP0147'3.6 MI. S. ALONG STATE NO. 18 IN THE N.E. CORNER OF A CROSS ROAD, 28
 DP0147'FT. N. OF THE CENTER LINE OF CROSS ROAD, 36 FT. E. OF THE CENTER LINE
 DP0147'OF HWY., 8 FT. N. OF A FENCE CORNER, AND 1 FT. W. OF N. - S. FENCE
 DP0147'LINE.
 DP0147
 DP0147                          STATION RECOVERY (1968)
 DP0147
 DP0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0157 ***********************************************************************
 EN0157  DESIGNATION -  W 434
 EN0157  PID         -  EN0157
 EN0157  STATE/COUNTY-  TX/MOTLEY
 EN0157  USGS QUAD   -  FLOMOT (1981)
 EN0157
 EN0157                         *CURRENT SURVEY CONTROL
 EN0157  ___________________________________________________________________
 EN0157* NAD 83(1986)-  34 11 50.     (N)    100 53 27.     (W)     SCALED    
 EN0157* NAVD 88     -       714.111  (meters)    2342.88   (feet)  ADJUSTED  
 EN0157  ___________________________________________________________________
 EN0157  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EN0157  DYNAMIC HT  -         713.248 (meters)    2340.05  (feet)  COMP
 EN0157  MODELED GRAV-     979,404.7   (mgal)                       NAVD 88
 EN0157
 EN0157  VERT ORDER  -  SECOND    CLASS 0
 EN0157
 EN0157.The horizontal coordinates were scaled from a topographic map and have
 EN0157.an estimated accuracy of +/- 6 seconds.
 EN0157
 EN0157.The orthometric height was determined by differential leveling
 EN0157.and adjusted by the National Geodetic Survey in June 1991..
 EN0157
 EN0157.The geoid height was determined by GEOID03.
 EN0157
 EN0157.The dynamic height is computed by dividing the NAVD 88
 EN0157.geopotential number by the normal gravity value computed on the
 EN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0157.degrees latitude (g = 980.6199 gals.).
 EN0157
 EN0157.The modeled gravity was interpolated from observed gravity values.
 EN0157
 EN0157;                    North         East    Units  Estimated Accuracy
 EN0157;SPC TXNC     - 2,283,140.      379,640.      MT  (+/- 180 meters Scaled)
 EN0157
 EN0157                          SUPERSEDED SURVEY CONTROL
 EN0157
 EN0157  NGVD 29 (??/??/92)  713.809  (m)         2341.89   (f) ADJ UNCH    2 0
 EN0157
 EN0157.Superseded values are not recommended for survey control.
 EN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0157.See file dsdata.txt to determine how the superseded data were derived.
 EN0157
 EN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC257856(NAD 83)
 EN0157_MARKER: DB = BENCH MARK DISK
 EN0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0157_STAMPING: W-434 1934
 EN0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0157+STABILITY: SURFACE MOTION
 EN0157
 EN0157  HISTORY     - Date     Condition        Report By
 EN0157  HISTORY     - 1934     MONUMENTED       CGS
 EN0157  HISTORY     - 1935     GOOD             NGS
 EN0157  HISTORY     - 1972     MARK NOT FOUND   NGS
 EN0157
 EN0157                          STATION DESCRIPTION
 EN0157
 EN0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0157'14.2 MI N FROM MATADOR.
 EN0157'14.2 MI. N. ALONG STATE NO. 18 FROM CITY HALL (14.3 MI. S. OF TURKEY)
 EN0157'ABOUT 100 YDS. S. OF A HWY. SIGN ON THE W. SIDE OF THE HWY., 50 FT. E.
 EN0157'OF THE CENTER LINE OF HWY., AND 2 FT.  N.W. OF A FENCE CORNER.
 EN0157
 EN0157                          STATION RECOVERY (1972)
 EN0157
 EN0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EN0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0608 ***********************************************************************
 DO0608  DESIGNATION -  W 435
 DO0608  PID         -  DO0608
 DO0608  STATE/COUNTY-  TX/FOARD
 DO0608  USGS QUAD   -  FOARD CITY (1968)
 DO0608
 DO0608                         *CURRENT SURVEY CONTROL
 DO0608  ___________________________________________________________________
 DO0608* NAD 83(1986)-  33 59 12.     (N)    099 45 01.     (W)     SCALED    
 DO0608* NAVD 88     -       464.450  (meters)    1523.78   (feet)  ADJUSTED  
 DO0608  ___________________________________________________________________
 DO0608  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DO0608  DYNAMIC HT  -         463.915 (meters)    1522.03  (feet)  COMP
 DO0608  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DO0608
 DO0608  VERT ORDER  -  SECOND    CLASS 0
 DO0608
 DO0608.The horizontal coordinates were scaled from a topographic map and have
 DO0608.an estimated accuracy of +/- 6 seconds.
 DO0608
 DO0608.The orthometric height was determined by differential leveling
 DO0608.and adjusted by the National Geodetic Survey in June 1991..
 DO0608
 DO0608.The geoid height was determined by GEOID03.
 DO0608
 DO0608.The dynamic height is computed by dividing the NAVD 88
 DO0608.geopotential number by the normal gravity value computed on the
 DO0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0608.degrees latitude (g = 980.6199 gals.).
 DO0608
 DO0608.The modeled gravity was interpolated from observed gravity values.
 DO0608
 DO0608;                    North         East    Units  Estimated Accuracy
 DO0608;SPC TXNC     - 2,257,970.      484,480.      MT  (+/- 180 meters Scaled)
 DO0608
 DO0608                          SUPERSEDED SURVEY CONTROL
 DO0608
 DO0608  NGVD 29 (??/??/92)  464.285  (m)         1523.24   (f) ADJ UNCH    2 0
 DO0608
 DO0608.Superseded values are not recommended for survey control.
 DO0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0608.See file dsdata.txt to determine how the superseded data were derived.
 DO0608
 DO0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC307609(NAD 83)
 DO0608_MARKER: DB = BENCH MARK DISK
 DO0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0608_SP_SET: CULVERT
 DO0608_STAMPING: W 435 1934
 DO0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0608
 DO0608  HISTORY     - Date     Condition        Report By
 DO0608  HISTORY     - 1934     MONUMENTED       CGS
 DO0608  HISTORY     - 1959     GOOD             NGS
 DO0608
 DO0608                          STATION DESCRIPTION
 DO0608
 DO0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DO0608'1.5 MI W FROM CROWELL.
 DO0608'1.5 MILES WEST ALONG U.S. HIGHWAY 70 FROM CROWELL, AT A ROAD CROSSING,
 DO0608'35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF THE
 DO0608'CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE NORTH END OF
 DO0608'THE WEST ABUTMENT.  NOTE -- LOCAL INFORMATION IS THAT THE CULVERT WAS
 DO0608'REBUILT IN 1955 AND THAT THE HEAD OF THE CULVERT, WITH THE DISK, WAS
 DO0608'MOVED AND PRESENT ELEVATION IS NOT KNOWN.  IT IS NOW 44 FEET NORTH OF
 DO0608'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0444 ***********************************************************************
 EM0444  DESIGNATION -  W 436
 EM0444  PID         -  EM0444
 EM0444  STATE/COUNTY-  TX/HARDEMAN
 EM0444  USGS QUAD   -  GOODLETT (1990)
 EM0444
 EM0444                         *CURRENT SURVEY CONTROL
 EM0444  ___________________________________________________________________
 EM0444* NAD 83(1986)-  34 18 12.     (N)    099 55 58.     (W)     SCALED    
 EM0444* NAVD 88     -       476.508  (meters)    1563.34   (feet)  ADJUSTED  
 EM0444  ___________________________________________________________________
 EM0444  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EM0444  DYNAMIC HT  -         475.969 (meters)    1561.58  (feet)  COMP
 EM0444  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 EM0444
 EM0444  VERT ORDER  -  SECOND    CLASS 0
 EM0444
 EM0444.The horizontal coordinates were scaled from a topographic map and have
 EM0444.an estimated accuracy of +/- 6 seconds.
 EM0444
 EM0444.The orthometric height was determined by differential leveling
 EM0444.and adjusted by the National Geodetic Survey in June 1991..
 EM0444
 EM0444.The geoid height was determined by GEOID03.
 EM0444
 EM0444.The dynamic height is computed by dividing the NAVD 88
 EM0444.geopotential number by the normal gravity value computed on the
 EM0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0444.degrees latitude (g = 980.6199 gals.).
 EM0444
 EM0444.The modeled gravity was interpolated from observed gravity values.
 EM0444
 EM0444;                    North         East    Units  Estimated Accuracy
 EM0444;SPC TXNC     - 2,293,310.      468,100.      MT  (+/- 180 meters Scaled)
 EM0444
 EM0444                          SUPERSEDED SURVEY CONTROL
 EM0444
 EM0444  NGVD 29 (??/??/92)  476.313  (m)         1562.70   (f) ADJ UNCH    2 0
 EM0444
 EM0444.Superseded values are not recommended for survey control.
 EM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0444.See file dsdata.txt to determine how the superseded data were derived.
 EM0444
 EM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC141961(NAD 83)
 EM0444_MARKER: DB = BENCH MARK DISK
 EM0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0444_STAMPING: W 436 1935
 EM0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0444+STABILITY: SURFACE MOTION
 EM0444
 EM0444  HISTORY     - Date     Condition        Report By
 EM0444  HISTORY     - 1935     MONUMENTED       CGS
 EM0444  HISTORY     - 1958     GOOD             NGS
 EM0444  HISTORY     - 1984     GOOD             NGS
 EM0444
 EM0444                          STATION DESCRIPTION
 EM0444
 EM0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0444'6.1 MI W FROM ACME.
 EM0444'ABOUT 6.1 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC FROM ACME,
 EM0444'HARDEMAN COUNTY, AT MILEPOST 12, AT A ROAD CROSSING, 48 FEET NORTH OF
 EM0444'THE CENTER LINE OF THE TRACK, 13 FEET NORTH OF THE CENTER LINE OF THE
 EM0444'ROAD, AND AT A TRIPLE FENCE CORNER.  A STANDARD DISK, STAMPED W 436
 EM0444'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS ABOUT
 EM0444'0.15 MILE EAST OF A PUBLIC ROAD CROSSING, AT A PRIVATE ROAD CROSSING,
 EM0444'15 FEET NORTHEAST OF MILEPOST 12 AND 1 FOOT SOUTH OF THE RAILROAD
 EM0444'RIGHT OF WAY FENCE.
 EM0444
 EM0444                          STATION RECOVERY (1984)
 EM0444
 EM0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0235 ***********************************************************************
 DP0235  DESIGNATION -  W 438
 DP0235  PID         -  DP0235
 DP0235  STATE/COUNTY-  TX/FLOYD
 DP0235  USGS QUAD   -  BOOTHE (1965)
 DP0235
 DP0235                         *CURRENT SURVEY CONTROL
 DP0235  ___________________________________________________________________
 DP0235* NAD 83(1986)-  33 58 31.     (N)    101 12 08.     (W)     SCALED    
 DP0235* NAVD 88     -       952.573  (meters)    3125.23   (feet)  ADJUSTED  
 DP0235  ___________________________________________________________________
 DP0235  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DP0235  DYNAMIC HT  -         951.358 (meters)    3121.25  (feet)  COMP
 DP0235  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 DP0235
 DP0235  VERT ORDER  -  SECOND    CLASS 0
 DP0235
 DP0235.The horizontal coordinates were scaled from a topographic map and have
 DP0235.an estimated accuracy of +/- 6 seconds.
 DP0235
 DP0235.The orthometric height was determined by differential leveling
 DP0235.and adjusted by the National Geodetic Survey in June 1991..
 DP0235
 DP0235.The geoid height was determined by GEOID03.
 DP0235
 DP0235.The dynamic height is computed by dividing the NAVD 88
 DP0235.geopotential number by the normal gravity value computed on the
 DP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0235.degrees latitude (g = 980.6199 gals.).
 DP0235
 DP0235.The modeled gravity was interpolated from observed gravity values.
 DP0235
 DP0235;                    North         East    Units  Estimated Accuracy
 DP0235;SPC TXNC     - 2,259,230.      350,310.      MT  (+/- 180 meters Scaled)
 DP0235
 DP0235                          SUPERSEDED SURVEY CONTROL
 DP0235
 DP0235  NGVD 29 (??/??/92)  952.211  (m)         3124.05   (f) ADJ UNCH    2 0
 DP0235
 DP0235.Superseded values are not recommended for survey control.
 DP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0235.See file dsdata.txt to determine how the superseded data were derived.
 DP0235
 DP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC965616(NAD 83)
 DP0235_MARKER: DB = BENCH MARK DISK
 DP0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0235_STAMPING: W 438 1934
 DP0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0235+STABILITY: SURFACE MOTION
 DP0235
 DP0235  HISTORY     - Date     Condition        Report By
 DP0235  HISTORY     - 1934     MONUMENTED       CGS
 DP0235  HISTORY     - 1958     GOOD             NGS
 DP0235  HISTORY     - 1984     GOOD             DMA
 DP0235
 DP0235                          STATION DESCRIPTION
 DP0235
 DP0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0235'6.4 MI W FROM DOUGHERTY.
 DP0235'ABOUT 6.4 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0235'THE STATION AT DOUGHERTY, FLOYD COUNTY, ABOUT 58 FEET EAST OF MILEPOST
 DP0235'102+10, ABOUT 130 YARDS WEST OF A GRAIN ELEVATOR, AT A ROAD CROSSING,
 DP0235'48 FEET NORTH OF THE CENTER LINE OF THE TRACK, 24 FEET WEST OF THE
 DP0235'CENTER LINE OF THE ROAD, AND 2 FEET SOUTHWEST OF THE FENCE CORNER. A
 DP0235'STANDARD DISK, STAMPED W 438 1934 AND SET IN THE TOP OF A CONCRETE
 DP0235'POST.
 DP0235
 DP0235                          STATION RECOVERY (1958)
 DP0235
 DP0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0235'RECOVERED IN GOOD CONDITION.
 DP0235
 DP0235                          STATION RECOVERY (1984)
 DP0235
 DP0235'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 DP0235'IN THE DESC: DELETE MILEPOST MEASUREMENT, "CHANGE CENTERLINE OF
 DP0235'TRACK" TO "CENTERLINE OF RAILROAD GRADE" DELETE "2 FEET SOUTHWEST OF
 DP0235'FENCE CORNER" ADD "13 FEET WEST OF CABLE ROUTE POLE" AND "PROJECTS 20
 DP0235'CM ABOVE GROUND".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0154 ***********************************************************************
 EO0154  DESIGNATION -  W 440
 EO0154  PID         -  EO0154
 EO0154  STATE/COUNTY-  TX/LAMB
 EO0154  USGS QUAD   -  MULESHOE NE (1980)
 EO0154
 EO0154                         *CURRENT SURVEY CONTROL
 EO0154  ___________________________________________________________________
 EO0154* NAD 83(1986)-  34 14 55.     (N)    102 36 21.     (W)     SCALED    
 EO0154* NAVD 88     -      1143.254  (meters)    3750.83   (feet)  ADJUSTED  
 EO0154  ___________________________________________________________________
 EO0154  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 EO0154  DYNAMIC HT  -        1141.777 (meters)    3745.98  (feet)  COMP
 EO0154  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 EO0154
 EO0154  VERT ORDER  -  SECOND    CLASS 0
 EO0154
 EO0154.The horizontal coordinates were scaled from a topographic map and have
 EO0154.an estimated accuracy of +/- 6 seconds.
 EO0154
 EO0154.The orthometric height was determined by differential leveling
 EO0154.and adjusted by the National Geodetic Survey in June 1991..
 EO0154
 EO0154.The geoid height was determined by GEOID03.
 EO0154
 EO0154.The dynamic height is computed by dividing the NAVD 88
 EO0154.geopotential number by the normal gravity value computed on the
 EO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0154.degrees latitude (g = 980.6199 gals.).
 EO0154
 EO0154.The modeled gravity was interpolated from observed gravity values.
 EO0154
 EO0154;                    North         East    Units  Estimated Accuracy
 EO0154;SPC TXNC     - 2,293,730.      221,850.      MT  (+/- 180 meters Scaled)
 EO0154
 EO0154                          SUPERSEDED SURVEY CONTROL
 EO0154
 EO0154  NGVD 29 (??/??/92) 1142.712  (m)         3749.05   (f) ADJ UNCH    2 0
 EO0154
 EO0154.Superseded values are not recommended for survey control.
 EO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0154.See file dsdata.txt to determine how the superseded data were derived.
 EO0154
 EO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT204923(NAD 83)
 EO0154_MARKER: DB = BENCH MARK DISK
 EO0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0154_STAMPING: W-440 1934
 EO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0154+STABILITY: SURFACE MOTION
 EO0154
 EO0154  HISTORY     - Date     Condition        Report By
 EO0154  HISTORY     - 1934     MONUMENTED       CGS
 EO0154  HISTORY     - 1962     MARK NOT FOUND   USGS
 EO0154
 EO0154                          STATION DESCRIPTION
 EO0154
 EO0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0154'8.0 MI E FROM MULESHOE.
 EO0154'8.0 MI. E. ALONG U.S. NO. 70 ABOUT 100 YDS. S. OF A SMALL WHITE HOUSE,
 EO0154'30 FT. N. OF THE CENTER LINE OF HWY., 2 FT. W. OF A FENCE CORNER, AND
 EO0154'1 FT. S. OF AN E-W FENCE LINE.  NOTE-- ON OLD HIGHWAY 70, 1 MI N OF
 EO0154'PRESENT RD. 300 FT. S AND 125 FT. W FROM SMALL WHITE HOUSE, AND 90 FT
 EO0154'N OF IRRIGATION WELL, FENCE IS REMOVED.
 EO0154
 EO0154                          STATION RECOVERY (1962)
 EO0154
 EO0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EO0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0227 ***********************************************************************
 DQ0227  DESIGNATION -  W 441
 DQ0227  PID         -  DQ0227
 DQ0227  STATE/COUNTY-  TX/COCHRAN
 DQ0227  USGS QUAD   -  MORTON SW (1970)
 DQ0227
 DQ0227                         *CURRENT SURVEY CONTROL
 DQ0227  ___________________________________________________________________
 DQ0227* NAD 83(1986)-  33 37 23.     (N)    102 56 59.     (W)     SCALED    
 DQ0227* NAVD 88     -      1189.452  (meters)    3902.39   (feet)  ADJUSTED  
 DQ0227  ___________________________________________________________________
 DQ0227  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DQ0227  DYNAMIC HT  -        1187.871 (meters)    3897.21  (feet)  COMP
 DQ0227  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 DQ0227
 DQ0227  VERT ORDER  -  SECOND    CLASS 0
 DQ0227
 DQ0227.The horizontal coordinates were scaled from a topographic map and have
 DQ0227.an estimated accuracy of +/- 6 seconds.
 DQ0227
 DQ0227.The orthometric height was determined by differential leveling
 DQ0227.and adjusted by the National Geodetic Survey in June 1991..
 DQ0227
 DQ0227.The geoid height was determined by GEOID03.
 DQ0227
 DQ0227.The dynamic height is computed by dividing the NAVD 88
 DQ0227.geopotential number by the normal gravity value computed on the
 DQ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0227.degrees latitude (g = 980.6199 gals.).
 DQ0227
 DQ0227.The modeled gravity was interpolated from observed gravity values.
 DQ0227
 DQ0227;                    North         East    Units  Estimated Accuracy
 DQ0227;SPC TXNC     - 2,225,690.      187,260.      MT  (+/- 180 meters Scaled)
 DQ0227
 DQ0227                          SUPERSEDED SURVEY CONTROL
 DQ0227
 DQ0227  NGVD 29 (??/??/92) 1189.009  (m)         3900.94   (f) ADJ UNCH    2 0
 DQ0227
 DQ0227.Superseded values are not recommended for survey control.
 DQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0227.See file dsdata.txt to determine how the superseded data were derived.
 DQ0227
 DQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT901222(NAD 83)
 DQ0227_MARKER: DB = BENCH MARK DISK
 DQ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0227_STAMPING: W 441 1934
 DQ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0227+STABILITY: SURFACE MOTION
 DQ0227
 DQ0227  HISTORY     - Date     Condition        Report By
 DQ0227  HISTORY     - 1934     MONUMENTED       CGS
 DQ0227
 DQ0227                          STATION DESCRIPTION
 DQ0227
 DQ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0227'4.0 MI E FROM BLEDSOE.
 DQ0227'4.0 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0227'STATION AT BLEDSOE, COCHRAN COUNTY, 0.2 MILE EAST OF MILEPOST 59, 52
 DQ0227'FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 26 FEET SOUTH OF THE
 DQ0227'CENTERLINE OF A ROAD, AND 2 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 DQ0227'FENCE.  A STANDARD DISK, STAMPED W 441 1934 AND SET IN THE TOP OF A
 DQ0227'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0117 ***********************************************************************
 DQ0117  DESIGNATION -  W 442
 DQ0117  PID         -  DQ0117
 DQ0117  STATE/COUNTY-  TX/LYNN
 DQ0117  USGS QUAD   -  MOUND LAKE (1969)
 DQ0117
 DQ0117                         *CURRENT SURVEY CONTROL
 DQ0117  ___________________________________________________________________
 DQ0117* NAD 83(1986)-  33 10 24.     (N)    102 05 01.     (W)     SCALED    
 DQ0117* NAVD 88     -       983.749  (meters)    3227.52   (feet)  ADJUSTED  
 DQ0117  ___________________________________________________________________
 DQ0117  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 DQ0117  DYNAMIC HT  -         982.447 (meters)    3223.24  (feet)  COMP
 DQ0117  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 DQ0117
 DQ0117  VERT ORDER  -  SECOND    CLASS 0
 DQ0117
 DQ0117.The horizontal coordinates were scaled from a topographic map and have
 DQ0117.an estimated accuracy of +/- 6 seconds.
 DQ0117
 DQ0117.The orthometric height was determined by differential leveling
 DQ0117.and adjusted by the National Geodetic Survey in June 1991..
 DQ0117
 DQ0117.The geoid height was determined by GEOID03.
 DQ0117
 DQ0117.The dynamic height is computed by dividing the NAVD 88
 DQ0117.geopotential number by the normal gravity value computed on the
 DQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0117.degrees latitude (g = 980.6199 gals.).
 DQ0117
 DQ0117.The modeled gravity was interpolated from observed gravity values.
 DQ0117
 DQ0117;                    North         East    Units  Estimated Accuracy
 DQ0117;SPC TXNC     - 2,172,770.      265,860.      MT  (+/- 180 meters Scaled)
 DQ0117
 DQ0117                          SUPERSEDED SURVEY CONTROL
 DQ0117
 DQ0117  NGVD 29 (??/??/92)  983.384  (m)         3226.32   (f) ADJ UNCH    2 0
 DQ0117
 DQ0117.Superseded values are not recommended for survey control.
 DQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0117.See file dsdata.txt to determine how the superseded data were derived.
 DQ0117
 DQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS719742(NAD 83)
 DQ0117_MARKER: DB = BENCH MARK DISK
 DQ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0117_STAMPING: W 442 1934
 DQ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0117+STABILITY: SURFACE MOTION
 DQ0117
 DQ0117  HISTORY     - Date     Condition        Report By
 DQ0117  HISTORY     - 1934     MONUMENTED       CGS
 DQ0117  HISTORY     - 1968     MARK NOT FOUND   USGS
 DQ0117
 DQ0117                          STATION DESCRIPTION
 DQ0117
 DQ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0117'12.0 MI E FROM BROWNFIELD.
 DQ0117'IN LYNN COUNTY, 12.0 MILES EAST ALONG U.S. HIGHWAY 380 AND STATE
 DQ0117'HIGHWAY 84 FROM THE PANHANDLE AND SANTA FE RAILWAY STATION AT
 DQ0117'BROWNFIELD, TERRY COUNTY, 45 FEET SOUTH OF THE CENTERLINE OF THE
 DQ0117'HIGHWAY, 7 FEET WEST OF A POLE, AND 2 FEET NORTH OF A FENCE.  A
 DQ0117'STANDARD DISK, STAMPED W 442 1934 AND SET IN THE TOP OF A CONCRETE
 DQ0117'POST.
 DQ0117
 DQ0117                          STATION RECOVERY (1968)
 DQ0117
 DQ0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DQ0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0699 ***********************************************************************
 CU0699  DESIGNATION -  W 444
 CU0699  PID         -  CU0699
 CU0699  STATE/COUNTY-  TX/DAWSON
 CU0699  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0699
 CU0699                         *CURRENT SURVEY CONTROL
 CU0699  ___________________________________________________________________
 CU0699* NAD 83(1986)-  32 44 17.     (N)    101 56 59.     (W)     SCALED    
 CU0699* NAVD 88     -       912.048  (meters)    2992.28   (feet)  ADJUSTED  
 CU0699  ___________________________________________________________________
 CU0699  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CU0699  DYNAMIC HT  -         910.831 (meters)    2988.28  (feet)  COMP
 CU0699  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 CU0699
 CU0699  VERT ORDER  -  SECOND    CLASS 0
 CU0699
 CU0699.The horizontal coordinates were scaled from a topographic map and have
 CU0699.an estimated accuracy of +/- 6 seconds.
 CU0699
 CU0699.The orthometric height was determined by differential leveling
 CU0699.and adjusted by the National Geodetic Survey in June 1991..
 CU0699
 CU0699.The geoid height was determined by GEOID03.
 CU0699
 CU0699.The dynamic height is computed by dividing the NAVD 88
 CU0699.geopotential number by the normal gravity value computed on the
 CU0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0699.degrees latitude (g = 980.6199 gals.).
 CU0699
 CU0699.The modeled gravity was interpolated from observed gravity values.
 CU0699
 CU0699;                    North         East    Units  Estimated Accuracy
 CU0699;SPC TXNC     - 2,124,110.      276,760.      MT  (+/- 180 meters Scaled)
 CU0699
 CU0699                          SUPERSEDED SURVEY CONTROL
 CU0699
 CU0699  NGVD 29 (??/??/92)  911.718  (m)         2991.19   (f) ADJ UNCH    2 0
 CU0699
 CU0699.Superseded values are not recommended for survey control.
 CU0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0699.See file dsdata.txt to determine how the superseded data were derived.
 CU0699
 CU0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB235260(NAD 83)
 CU0699_MARKER: DB = BENCH MARK DISK
 CU0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0699_SP_SET: BUILDING
 CU0699_STAMPING: W 444 1934
 CU0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0699
 CU0699  HISTORY     - Date     Condition        Report By
 CU0699  HISTORY     - 1934     MONUMENTED       CGS
 CU0699  HISTORY     - 1961     GOOD             NGS
 CU0699  HISTORY     - 20030718 MARK NOT FOUND   TXDOT
 CU0699
 CU0699                          STATION DESCRIPTION
 CU0699
 CU0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0699'IN LAMESA.
 CU0699'0.7 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0699'STATION AT LAMESA, AT THE LAMESA DAIRY AND EGG PLANT, IN THE FACE OF
 CU0699'THE REAR CONCRETE LOADING PLATFORM, 51 FEET WEST OF THE CENTERLINE OF
 CU0699'THE TRACK, AND 3 FEET ABOVE THE GROUND.  NOTE-- IT IS 19 YARDS NORTH
 CU0699'OF THE SOUTHEAST CORNER OF A LARGE BRICK BUILDING WHICH HAS A TALL
 CU0699'STACK WITH THE NAME PAINTED VERTICALLY LAMESA DOWN THE SIDE.
 CU0699
 CU0699                          STATION RECOVERY (2003)
 CU0699
 CU0699'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CU0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0332 ***********************************************************************
 DP0332  DESIGNATION -  W 445
 DP0332  PID         -  DP0332
 DP0332  STATE/COUNTY-  TX/LYNN
 DP0332  USGS QUAD   -  SKEEN LAKE (1969)
 DP0332
 DP0332                         *CURRENT SURVEY CONTROL
 DP0332  ___________________________________________________________________
 DP0332* NAD 83(1986)-  33 02 54.     (N)    101 47 02.     (W)     SCALED    
 DP0332* NAVD 88     -       919.459  (meters)    3016.59   (feet)  ADJUSTED  
 DP0332  ___________________________________________________________________
 DP0332  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 DP0332  DYNAMIC HT  -         918.246 (meters)    3012.61  (feet)  COMP
 DP0332  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 DP0332
 DP0332  VERT ORDER  -  SECOND    CLASS 0
 DP0332
 DP0332.The horizontal coordinates were scaled from a topographic map and have
 DP0332.an estimated accuracy of +/- 6 seconds.
 DP0332
 DP0332.The orthometric height was determined by differential leveling
 DP0332.and adjusted by the National Geodetic Survey in June 1991..
 DP0332
 DP0332.The geoid height was determined by GEOID03.
 DP0332
 DP0332.The dynamic height is computed by dividing the NAVD 88
 DP0332.geopotential number by the normal gravity value computed on the
 DP0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0332.degrees latitude (g = 980.6199 gals.).
 DP0332
 DP0332.The modeled gravity was interpolated from observed gravity values.
 DP0332
 DP0332;                    North         East    Units  Estimated Accuracy
 DP0332;SPC TXNC     - 2,158,010.      293,370.      MT  (+/- 180 meters Scaled)
 DP0332
 DP0332                          SUPERSEDED SURVEY CONTROL
 DP0332
 DP0332  NGVD 29 (??/??/92)  919.089  (m)         3015.38   (f) ADJ UNCH    2 0
 DP0332
 DP0332.Superseded values are not recommended for survey control.
 DP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0332.See file dsdata.txt to determine how the superseded data were derived.
 DP0332
 DP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB400600(NAD 83)
 DP0332_MARKER: DB = BENCH MARK DISK
 DP0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0332_STAMPING: W 445 1934
 DP0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0332+STABILITY: SURFACE MOTION
 DP0332
 DP0332  HISTORY     - Date     Condition        Report By
 DP0332  HISTORY     - 1934     MONUMENTED       CGS
 DP0332  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0332
 DP0332                          STATION DESCRIPTION
 DP0332
 DP0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0332'6.5 MI N FROM ODONNELL.
 DP0332'6.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0332'STATION AT ODONNELL, 8.3 MILES SOUTH OF THE STATION AT TAHOKA, 0.5
 DP0332'MILE NORTH OF MILEPOST 30, 72 FEET EAST OF THE CENTERLINE OF THE
 DP0332'TRACK, 39 FEET EAST OF A ROW OF POLES, AND 2 FEET WEST OF THE
 DP0332'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 445 1934 AND SET IN
 DP0332'THE TOP OF A CONCRETE POST.
 DP0332
 DP0332                          STATION RECOVERY (1968)
 DP0332
 DP0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0491 ***********************************************************************
 CU0491  DESIGNATION -  W 446
 CU0491  PID         -  CU0491
 CU0491  STATE/COUNTY-  TX/BORDEN
 CU0491  USGS QUAD   -  FIVEMILE CREEK (1969)
 CU0491
 CU0491                         *CURRENT SURVEY CONTROL
 CU0491  ___________________________________________________________________
 CU0491* NAD 83(1986)-  32 47 21.     (N)    101 19 28.     (W)     SCALED    
 CU0491* NAVD 88     -       750.523  (meters)    2462.34   (feet)  ADJUSTED  
 CU0491  ___________________________________________________________________
 CU0491  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CU0491  DYNAMIC HT  -         749.537 (meters)    2459.11  (feet)  COMP
 CU0491  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 CU0491
 CU0491  VERT ORDER  -  SECOND    CLASS 0
 CU0491
 CU0491.The horizontal coordinates were scaled from a topographic map and have
 CU0491.an estimated accuracy of +/- 6 seconds.
 CU0491
 CU0491.The orthometric height was determined by differential leveling
 CU0491.and adjusted by the National Geodetic Survey in June 1991..
 CU0491
 CU0491.The geoid height was determined by GEOID03.
 CU0491
 CU0491.The dynamic height is computed by dividing the NAVD 88
 CU0491.geopotential number by the normal gravity value computed on the
 CU0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0491.degrees latitude (g = 980.6199 gals.).
 CU0491
 CU0491.The modeled gravity was interpolated from observed gravity values.
 CU0491
 CU0491;                    North         East    Units  Estimated Accuracy
 CU0491;SPC TXNC     - 2,128,030.      335,480.      MT  (+/- 180 meters Scaled)
 CU0491
 CU0491                          SUPERSEDED SURVEY CONTROL
 CU0491
 CU0491  NGVD 29 (??/??/92)  750.200  (m)         2461.28   (f) ADJ UNCH    2 0
 CU0491
 CU0491.Superseded values are not recommended for survey control.
 CU0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0491.See file dsdata.txt to determine how the superseded data were derived.
 CU0491
 CU0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB823303(NAD 83)
 CU0491_MARKER: DB = BENCH MARK DISK
 CU0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0491_STAMPING: W 446 1934
 CU0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0491+STABILITY: SURFACE MOTION
 CU0491
 CU0491  HISTORY     - Date     Condition        Report By
 CU0491  HISTORY     - 1934     MONUMENTED       CGS
 CU0491  HISTORY     - 1969     MARK NOT FOUND   USGS
 CU0491
 CU0491                          STATION DESCRIPTION
 CU0491
 CU0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0491'7.2 MI E FROM GAIL.
 CU0491'7.2 MILES EAST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CU0491'GAIL, BORDEN COUNTY, AT A RIGHT-ANGLE TURN, 0.1 MILE SOUTH OF A HOUSE
 CU0491'AND A SERVICE STATION, 0.1 MILE NORTH OF AN OLD DESERTED SCHOOLHOUSE
 CU0491'ON THE WEST SIDE OF THE HIGHWAY, 32 FEET WEST OF THE CENTERLINE OF THE
 CU0491'HIGHWAY, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CU0491'STAMPED W 446 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS
 CU0491'MARK IS ON THE OLD HIGHWAY AND NORTH OF THE PRESENT PAVED HIGHWAY.
 CU0491
 CU0491                          STATION RECOVERY (1969)
 CU0491
 CU0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0282 ***********************************************************************
 CC0282  DESIGNATION -  W 447
 CC0282  PID         -  CC0282
 CC0282  STATE/COUNTY-  TX/WINKLER
 CC0282  USGS QUAD   -  KERMIT (1970)
 CC0282
 CC0282                         *CURRENT SURVEY CONTROL
 CC0282  ___________________________________________________________________
 CC0282* NAD 83(1986)-  31 46 48.     (N)    103 06 54.     (W)     SCALED    
 CC0282* NAVD 88     -       857.604  (meters)    2813.66   (feet)  ADJUSTED  
 CC0282  ___________________________________________________________________
 CC0282  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CC0282  DYNAMIC HT  -         856.396 (meters)    2809.69  (feet)  COMP
 CC0282  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 CC0282
 CC0282  VERT ORDER  -  SECOND    CLASS 0
 CC0282
 CC0282.The horizontal coordinates were scaled from a topographic map and have
 CC0282.an estimated accuracy of +/- 6 seconds.
 CC0282
 CC0282.The orthometric height was determined by differential leveling
 CC0282.and adjusted by the National Geodetic Survey in June 1991..
 CC0282
 CC0282.The geoid height was determined by GEOID03.
 CC0282
 CC0282.The dynamic height is computed by dividing the NAVD 88
 CC0282.geopotential number by the normal gravity value computed on the
 CC0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0282.degrees latitude (g = 980.6199 gals.).
 CC0282
 CC0282.The modeled gravity was interpolated from observed gravity values.
 CC0282
 CC0282;                    North         East    Units  Estimated Accuracy
 CC0282;SPC TX C     - 3,237,580.      436,560.      MT  (+/- 180 meters Scaled)
 CC0282
 CC0282                          SUPERSEDED SURVEY CONTROL
 CC0282
 CC0282  NGVD 29 (??/??/92)  857.232  (m)         2812.44   (f) ADJ UNCH    2 0
 CC0282
 CC0282.Superseded values are not recommended for survey control.
 CC0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0282.See file dsdata.txt to determine how the superseded data were derived.
 CC0282
 CC0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR784175(NAD 83)
 CC0282_MARKER: DB = BENCH MARK DISK
 CC0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0282_STAMPING: W-447 1935
 CC0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0282+STABILITY: SURFACE MOTION
 CC0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0282+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 CC0282
 CC0282  HISTORY     - Date     Condition        Report By
 CC0282  HISTORY     - 1935     MONUMENTED       CGS
 CC0282  HISTORY     - 20030905 GOOD             INDIV
 CC0282
 CC0282                          STATION DESCRIPTION
 CC0282
 CC0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0282'5.4 MI S FROM KERMIT.
 CC0282'5.4 MI. S. ALONG T. AND N.M. RY. 0.25 MI. N. OF MILE POST NO. 18, 135
 CC0282'FT. E. OF THE CENTER LINE OF TRACK, 71 FT. N. OF A GATE IN R.O.W.
 CC0282'FENCE, AND 2 FT. W. OF R.O.W. FENCE.
 CC0282
 CC0282                          STATION RECOVERY (2003)
 CC0282
 CC0282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0404 ***********************************************************************
 BN0404  DESIGNATION -  W 448
 BN0404  PID         -  BN0404
 BN0404  STATE/COUNTY-  TX/KIMBLE
 BN0404  USGS QUAD   -  YATES (1968)
 BN0404
 BN0404                         *CURRENT SURVEY CONTROL
 BN0404  ___________________________________________________________________
 BN0404* NAD 83(1986)-  30 35 23.     (N)    099 37 07.     (W)     SCALED    
 BN0404* NAVD 88     -       498.543  (meters)    1635.64   (feet)  ADJUSTED  
 BN0404  ___________________________________________________________________
 BN0404  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 BN0404  DYNAMIC HT  -         497.838 (meters)    1633.32  (feet)  COMP
 BN0404  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 BN0404
 BN0404  VERT ORDER  -  SECOND    CLASS 0
 BN0404
 BN0404.The horizontal coordinates were scaled from a topographic map and have
 BN0404.an estimated accuracy of +/- 6 seconds.
 BN0404
 BN0404.The orthometric height was determined by differential leveling
 BN0404.and adjusted by the National Geodetic Survey in June 1991..
 BN0404
 BN0404.The geoid height was determined by GEOID03.
 BN0404
 BN0404.The dynamic height is computed by dividing the NAVD 88
 BN0404.geopotential number by the normal gravity value computed on the
 BN0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0404.degrees latitude (g = 980.6199 gals.).
 BN0404
 BN0404.The modeled gravity was interpolated from observed gravity values.
 BN0404
 BN0404;                    North         East    Units  Estimated Accuracy
 BN0404;SPC TX C     - 3,102,550.      768,540.      MT  (+/- 180 meters Scaled)
 BN0404
 BN0404                          SUPERSEDED SURVEY CONTROL
 BN0404
 BN0404  NGVD 29 (??/??/92)  498.498  (m)         1635.49   (f) ADJ UNCH    2 0
 BN0404
 BN0404.Superseded values are not recommended for survey control.
 BN0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0404.See file dsdata.txt to determine how the superseded data were derived.
 BN0404
 BN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU406842(NAD 83)
 BN0404_MARKER: DB = BENCH MARK DISK
 BN0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0404_STAMPING: W 448 1935
 BN0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0404+STABILITY: SURFACE MOTION
 BN0404
 BN0404  HISTORY     - Date     Condition        Report By
 BN0404  HISTORY     - 1935     MONUMENTED       CGS
 BN0404  HISTORY     - 1953     GOOD             NGS
 BN0404  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BN0404
 BN0404                          STATION DESCRIPTION
 BN0404
 BN0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0404'12.0 MI NE FROM JUNCTION.
 BN0404'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 83 AND 290 FROM THE COURTHOUSE
 BN0404'AT JUNCTION, THENCE 1.9 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 290,
 BN0404'THENCE 2.4 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 6.65 MILES
 BN0404'NORTHEAST ALONG U.S. HIGHWAY 377, THENCE 0.55 MILE EAST ALONG A
 BN0404'GRAVELED ROAD, 0.1 MILE WEST OF THE TOP OF A HILL, 300 FEET EAST OF A
 BN0404'POWER POLE, 29 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 2
 BN0404'FEET NORTH OF A FENCE, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE
 BN0404'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BN0404
 BN0404                          STATION RECOVERY (1999)
 BN0404
 BN0404'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0278 ***********************************************************************
 BN0278  DESIGNATION -  W 449 RESET 1962
 BN0278  PID         -  BN0278
 BN0278  STATE/COUNTY-  TX/KERR
 BN0278  USGS QUAD   -  MOUNTAIN HOME (1982)
 BN0278
 BN0278                         *CURRENT SURVEY CONTROL
 BN0278  ___________________________________________________________________
 BN0278* NAD 83(1986)-  30 09 28.     (N)    099 20 41.     (W)     SCALED    
 BN0278* NAVD 88     -       569.13   (meters)    1867.2    (feet)  RESET     
 BN0278  ___________________________________________________________________
 BN0278  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BN0278
 BN0278  VERT ORDER  -  THIRD
 BN0278
 BN0278.The horizontal coordinates were scaled from a topographic map and have
 BN0278.an estimated accuracy of +/- 6 seconds.
 BN0278
 BN0278.The orthometric height was computed from unverified reset data.
 BN0278
 BN0278.The geoid height was determined by GEOID03.
 BN0278
 BN0278;                    North         East    Units  Estimated Accuracy
 BN0278;SPC TXSC     - 4,257,670.      566,790.      MT  (+/- 180 meters Scaled)
 BN0278
 BN0278                          SUPERSEDED SURVEY CONTROL
 BN0278
 BN0278.No superseded survey control is available for this station.
 BN0278
 BN0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU668363(NAD 83)
 BN0278_MARKER: DB = BENCH MARK DISK
 BN0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0278_SP_SET: BRIDGE ABUTMENT
 BN0278_STAMPING: W 449 RESET 1962
 BN0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0278+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 BN0278
 BN0278  HISTORY     - Date     Condition        Report By
 BN0278  HISTORY     - 1962     MONUMENTED       CGS
 BN0278  HISTORY     - 1964     GOOD             USGS
 BN0278  HISTORY     - 20040702 GOOD             USPSQD
 BN0278
 BN0278                          STATION DESCRIPTION
 BN0278
 BN0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BN0278'9.1 MI NW FROM INGRAM.
 BN0278'ABOUT 9.1 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM INGFAM, KERR
 BN0278'COUNTY, 20 FEET 9 INCHES WEST OF THE CENTER OF THE HIGHWAY, AT THE
 BN0278'NORTH END OF A CONCRETE BRIDGE, IN THE TOP OF THE WEST CURBING, AND 8
 BN0278'FEET SOUTH OF THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED W 449
 BN0278'RESET 1962.  NOTE-- THIS BENCH MARK WAS SET AND ITS ELEVATION
 BN0278'DETERMINED BY THE TEXAS HIGHWAY DEPARTMENT.  ELEVATION- 1,867.005
 BN0278'FEET.
 BN0278
 BN0278                          STATION RECOVERY (1964)
 BN0278
 BN0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BN0278'RECOVERED IN GOOD CONDITION.
 BN0278
 BN0278                          STATION RECOVERY (2004)
 BN0278
 BN0278'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1493 ***********************************************************************
 AN1493  DESIGNATION -  W 45
 AN1493  PID         -  AN1493
 AN1493  STATE/COUNTY-  TX/BEE
 AN1493  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1493
 AN1493                         *CURRENT SURVEY CONTROL
 AN1493  ___________________________________________________________________
 AN1493* NAD 83(1986)-  28 13 31.     (N)    097 39 12.     (W)     SCALED    
 AN1493* NAVD 88     -        40.54   (+/-2cm)     133.0    (feet)  VERTCON   
 AN1493  ___________________________________________________________________
 AN1493  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1493
 AN1493  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1493
 AN1493.The horizontal coordinates were scaled from a topographic map and have
 AN1493.an estimated accuracy of +/- 6 seconds.
 AN1493
 AN1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1493.The vertical order pertains to the NGVD 29 superseded value.
 AN1493
 AN1493.The geoid height was determined by GEOID03.
 AN1493
 AN1493;                    North         East    Units  Estimated Accuracy
 AN1493;SPC TXSC     - 4,044,200.      732,190.      MT  (+/- 180 meters Scaled)
 AN1493
 AN1493                          SUPERSEDED SURVEY CONTROL
 AN1493
 AN1493  NGVD 29 (??/??/92)   40.589  (m)          133.17   (f) ADJ UNCH    1 2
 AN1493
 AN1493.Superseded values are not recommended for survey control.
 AN1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1493.See file dsdata.txt to determine how the superseded data were derived.
 AN1493
 AN1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS321228(NAD 83)
 AN1493_MARKER: DB = BENCH MARK DISK
 AN1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1493_STAMPING: W-45 1917 ELEV. 133.189 FT.
 AN1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1493+STABILITY: SURFACE MOTION
 AN1493
 AN1493  HISTORY     - Date     Condition        Report By
 AN1493  HISTORY     - 1917     MONUMENTED       CGS
 AN1493  HISTORY     - 1943     GOOD             NGS
 AN1493  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1493  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1493  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1493
 AN1493                          STATION DESCRIPTION
 AN1493
 AN1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1493'2.5 MI SE FROM SKIDMORE.
 AN1493'2.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1493'STATION AT SKIDMORE, 75 FEET NORTHWEST OF A POINT ON THE SOUTHWEST
 AN1493'SIDE OF TRACK FROM THE 5TH. POLE NORTHWEST OF MILEPOST NO. 107, 43.6
 AN1493'FEET NORTHEAST OF THE CENTER-LINE OF U.S. HIGHWAY NO. 181, 34 FEET
 AN1493'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 1.4 FEET SOUTHEAST OF
 AN1493'THE REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 AN1493'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 AN1493
 AN1493                          STATION RECOVERY (1974)
 AN1493
 AN1493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1493'MARK NOT FOUND.
 AN1493
 AN1493                          STATION RECOVERY (1981)
 AN1493
 AN1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1493'SEARCHED FOR, NOT RECOVERED.
 AN1493
 AN1493                          STATION RECOVERY (1987)
 AN1493
 AN1493'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1155 ***********************************************************************
 AY1155  DESIGNATION -  W 450
 AY1155  PID         -  AY1155
 AY1155  STATE/COUNTY-  TX/BANDERA
 AY1155  USGS QUAD   -  BANDERA (1982)
 AY1155
 AY1155                         *CURRENT SURVEY CONTROL
 AY1155  ___________________________________________________________________
 AY1155* NAD 83(1986)-  29 44 02.     (N)    099 03 27.     (W)     SCALED    
 AY1155* NAVD 88     -       368.143  (meters)    1207.82   (feet)  ADJUSTED  
 AY1155  ___________________________________________________________________
 AY1155  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AY1155  DYNAMIC HT  -         367.611 (meters)    1206.07  (feet)  COMP
 AY1155  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 AY1155
 AY1155  VERT ORDER  -  SECOND    CLASS 0
 AY1155
 AY1155.The horizontal coordinates were scaled from a topographic map and have
 AY1155.an estimated accuracy of +/- 6 seconds.
 AY1155
 AY1155.The orthometric height was determined by differential leveling
 AY1155.and adjusted by the National Geodetic Survey in June 1991..
 AY1155
 AY1155.The geoid height was determined by GEOID03.
 AY1155
 AY1155.The dynamic height is computed by dividing the NAVD 88
 AY1155.geopotential number by the normal gravity value computed on the
 AY1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1155.degrees latitude (g = 980.6199 gals.).
 AY1155
 AY1155.The modeled gravity was interpolated from observed gravity values.
 AY1155
 AY1155;                    North         East    Units  Estimated Accuracy
 AY1155;SPC TXSC     - 4,210,640.      594,440.      MT  (+/- 180 meters Scaled)
 AY1155
 AY1155                          SUPERSEDED SURVEY CONTROL
 AY1155
 AY1155  NGVD 29 (??/??/92)  368.040  (m)         1207.48   (f) ADJ UNCH    2 0
 AY1155
 AY1155.Superseded values are not recommended for survey control.
 AY1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1155.See file dsdata.txt to determine how the superseded data were derived.
 AY1155
 AY1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT944893(NAD 83)
 AY1155_MARKER: DB = BENCH MARK DISK
 AY1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1155_STAMPING: W 450 1935
 AY1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1155+STABILITY: SURFACE MOTION
 AY1155
 AY1155  HISTORY     - Date     Condition        Report By
 AY1155  HISTORY     - 1935     MONUMENTED       CGS
 AY1155  HISTORY     - 1953     GOOD             NGS
 AY1155  HISTORY     - 19931127 GOOD             USPSQD
 AY1155
 AY1155                          STATION DESCRIPTION
 AY1155
 AY1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1155'1.4 MI SE FROM BANDERA.
 AY1155'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1155'BANDERA, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 124 FEET EAST OF THE
 AY1155'CENTER LINE OF A PRIVATE ROAD LEADING SOUTHEAST, 34 FEET SOUTH OF THE
 AY1155'CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTH OF A FENCE, 1.3 FEET EAST
 AY1155'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1155'0.3 FOOT ABOVE THE GROUND.
 AY1155
 AY1155                          STATION RECOVERY (1993)
 AY1155
 AY1155'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0351 ***********************************************************************
 CD0351  DESIGNATION -  W 451
 CD0351  PID         -  CD0351
 CD0351  STATE/COUNTY-  TX/CULBERSON
 CD0351  USGS QUAD   -  SIX BAR RANCH (1973)
 CD0351
 CD0351                         *CURRENT SURVEY CONTROL
 CD0351  ___________________________________________________________________
 CD0351* NAD 83(1986)-  31 40 56.     (N)    104 51 34.     (W)     SCALED    
 CD0351* NAVD 88     -      1183.633  (meters)    3883.30   (feet)  ADJUSTED  
 CD0351  ___________________________________________________________________
 CD0351  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CD0351  DYNAMIC HT  -        1181.832 (meters)    3877.39  (feet)  COMP
 CD0351  MODELED GRAV-     979,076.9   (mgal)                       NAVD 88
 CD0351
 CD0351  VERT ORDER  -  SECOND    CLASS 0
 CD0351
 CD0351.The horizontal coordinates were scaled from a topographic map and have
 CD0351.an estimated accuracy of +/- 6 seconds.
 CD0351
 CD0351.The orthometric height was determined by differential leveling
 CD0351.and adjusted by the National Geodetic Survey in June 1991..
 CD0351
 CD0351.The geoid height was determined by GEOID03.
 CD0351
 CD0351.The dynamic height is computed by dividing the NAVD 88
 CD0351.geopotential number by the normal gravity value computed on the
 CD0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0351.degrees latitude (g = 980.6199 gals.).
 CD0351
 CD0351.The modeled gravity was interpolated from observed gravity values.
 CD0351
 CD0351;                    North         East    Units  Estimated Accuracy
 CD0351;SPC TX C     - 3,232,170.      270,980.      MT  (+/- 180 meters Scaled)
 CD0351
 CD0351                          SUPERSEDED SURVEY CONTROL
 CD0351
 CD0351  NGVD 29 (??/??/92) 1183.101  (m)         3881.56   (f) ADJ UNCH    2 0
 CD0351
 CD0351.Superseded values are not recommended for survey control.
 CD0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0351.See file dsdata.txt to determine how the superseded data were derived.
 CD0351
 CD0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER133052(NAD 83)
 CD0351_MARKER: DB = BENCH MARK DISK
 CD0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0351_STAMPING: W 451 1934
 CD0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0351+STABILITY: SURFACE MOTION
 CD0351
 CD0351  HISTORY     - Date     Condition        Report By
 CD0351  HISTORY     - 1934     MONUMENTED       CGS
 CD0351  HISTORY     - 1958     GOOD             NGS
 CD0351
 CD0351                          STATION DESCRIPTION
 CD0351
 CD0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0351'47.4 MI N FROM VAN HORN.
 CD0351'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0351'STATION AT VAN HORN, THENCE ABOUT 47.25 MILES NORTH ALONG STATE
 CD0351'HIGHWAY 54.  283 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 CD0351'HIGHWAY, ABOUT 0.2 MILE SOUTH-SOUTHEAST OF THE CREST OF A SMALL SLOPE,
 CD0351'ABOUT 0.4 MILE NORTH-NORTHWEST OF A CURVE IN THE HIGHWAY, 206 FEET
 CD0351'EAST-NORTHEAST OF A FENCE, 42 FEET EAST-NORTHEAST OF THE CENTER LINE
 CD0351'OF THE OLD HIGHWAY, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 CD0351'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CD0351'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0521 ***********************************************************************
 BP0521  DESIGNATION -  W 452
 BP0521  PID         -  BP0521
 BP0521  STATE/COUNTY-  TX/REEVES
 BP0521  USGS QUAD   -  SARAGOSA (1970)
 BP0521
 BP0521                         *CURRENT SURVEY CONTROL
 BP0521  ___________________________________________________________________
 BP0521* NAD 83(1986)-  31 00 01.     (N)    103 41 59.     (W)     SCALED    
 BP0521* NAVD 88     -       942.471  (meters)    3092.09   (feet)  POSTED    
 BP0521  ___________________________________________________________________
 BP0521  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 BP0521  DYNAMIC HT  -         941.050 (meters)    3087.43  (feet)  COMP
 BP0521  MODELED GRAV-     979,102.4   (mgal)                       NAVD 88
 BP0521
 BP0521  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0521
 BP0521.The horizontal coordinates were scaled from a topographic map and have
 BP0521.an estimated accuracy of +/- 6 seconds.
 BP0521
 BP0521.The orthometric height was determined by differential leveling
 BP0521.and adjusted by the National Geodetic Survey in 1992..
 BP0521.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0521.rate of 1.1 thru 2.0 mm/km.
 BP0521
 BP0521.The geoid height was determined by GEOID03.
 BP0521
 BP0521.The dynamic height is computed by dividing the NAVD 88
 BP0521.geopotential number by the normal gravity value computed on the
 BP0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0521.degrees latitude (g = 980.6199 gals.).
 BP0521
 BP0521.The modeled gravity was interpolated from observed gravity values.
 BP0521
 BP0521;                    North         East    Units  Estimated Accuracy
 BP0521;SPC TX C     - 3,152,700.      378,580.      MT  (+/- 180 meters Scaled)
 BP0521
 BP0521                          SUPERSEDED SURVEY CONTROL
 BP0521
 BP0521  NGVD 29 (??/??/92)  942.17   (m)         3091.1    (f) COMPUTED    2 0
 BP0521
 BP0521.Superseded values are not recommended for survey control.
 BP0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0521.See file dsdata.txt to determine how the superseded data were derived.
 BP0521
 BP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ241303(NAD 83)
 BP0521_MARKER: DB = BENCH MARK DISK
 BP0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0521_STAMPING: W 452 1934
 BP0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0521+STABILITY: SURFACE MOTION
 BP0521
 BP0521  HISTORY     - Date     Condition        Report By
 BP0521  HISTORY     - 1934     MONUMENTED       CGS
 BP0521  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0521  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0521
 BP0521                          STATION DESCRIPTION
 BP0521
 BP0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BP0521'2.8 MI E FROM BALMORHEA.
 BP0521'2.8 MI. E. OF POST OFFICE, ALONG U.S. HWY NO. 290 AT A STONE HOUSE, AT
 BP0521'THE WEST END OF A PICKET FENCE 13 FEET WEST OF A COTTON WOOD TREE, 24
 BP0521'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT SOUTH OF FENCE
 BP0521'LINE.
 BP0521
 BP0521                          STATION RECOVERY (1958)
 BP0521
 BP0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0521'MARK NOT FOUND.
 BP0521
 BP0521                          STATION RECOVERY (1996)
 BP0521
 BP0521'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0129 ***********************************************************************
 BQ0129  DESIGNATION -  W 453
 BQ0129  PID         -  BQ0129
 BQ0129  STATE/COUNTY-  TX/PRESIDIO
 BQ0129  USGS QUAD   -  MARFA (1983)
 BQ0129
 BQ0129                         *CURRENT SURVEY CONTROL
 BQ0129  ___________________________________________________________________
 BQ0129* NAD 83(1986)-  30 18 46.     (N)    104 00 30.     (W)     SCALED    
 BQ0129* NAVD 88     -      1436.039  (meters)    4711.40   (feet)  ADJUSTED  
 BQ0129  ___________________________________________________________________
 BQ0129  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 BQ0129  DYNAMIC HT  -        1433.642 (meters)    4703.54  (feet)  COMP
 BQ0129  MODELED GRAV-     978,922.2   (mgal)                       NAVD 88
 BQ0129
 BQ0129  VERT ORDER  -  FIRST     CLASS II
 BQ0129
 BQ0129.The horizontal coordinates were scaled from a topographic map and have
 BQ0129.an estimated accuracy of +/- 6 seconds.
 BQ0129
 BQ0129.The orthometric height was determined by differential leveling
 BQ0129.and adjusted by the National Geodetic Survey in June 1991..
 BQ0129
 BQ0129.The geoid height was determined by GEOID03.
 BQ0129
 BQ0129.The dynamic height is computed by dividing the NAVD 88
 BQ0129.geopotential number by the normal gravity value computed on the
 BQ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0129.degrees latitude (g = 980.6199 gals.).
 BQ0129
 BQ0129.The modeled gravity was interpolated from observed gravity values.
 BQ0129
 BQ0129;                    North         East    Units  Estimated Accuracy
 BQ0129;SPC TXSC     - 4,285,110.      118,430.      MT  (+/- 180 meters Scaled)
 BQ0129
 BQ0129                          SUPERSEDED SURVEY CONTROL
 BQ0129
 BQ0129  NGVD 29 (??/??/92) 1435.449  (m)         4709.47   (f) ADJ UNCH    1 2
 BQ0129
 BQ0129.Superseded values are not recommended for survey control.
 BQ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0129.See file dsdata.txt to determine how the superseded data were derived.
 BQ0129
 BQ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP953538(NAD 83)
 BQ0129_MARKER: DB = BENCH MARK DISK
 BQ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0129_STAMPING: W 453 1935
 BQ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0129+STABILITY: SURFACE MOTION
 BQ0129
 BQ0129  HISTORY     - Date     Condition        Report By
 BQ0129  HISTORY     - 1935     MONUMENTED       CGS
 BQ0129  HISTORY     - 1957     GOOD             NGS
 BQ0129  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0129
 BQ0129                          STATION DESCRIPTION
 BQ0129
 BQ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0129'0.7 MI E FROM MARFA.
 BQ0129'ABOUT 0.7 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BQ0129'STATION AT MARFA, 91 1/2 FEET NORTH OF AND ACROSS THE TRACK FROM
 BQ0129'MILEPOST 632, 41 FEET NORTH OF THE NORTH RAIL, 38 FEET SOUTH OF THE
 BQ0129'CENTER LINE OF OAK STREET, 29 1/2 FEET WEST-NORTHWEST OF A TELEPHONE
 BQ0129'POLE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BQ0129'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BQ0129
 BQ0129                          STATION RECOVERY (1981)
 BQ0129
 BQ0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0129'NOTE=THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0012 ***********************************************************************
 BB0012  DESIGNATION -  W 454
 BB0012  PID         -  BB0012
 BB0012  STATE/COUNTY-  TX/PRESIDIO
 BB0012  USGS QUAD   -  SHAFTER (1983)
 BB0012
 BB0012                         *CURRENT SURVEY CONTROL
 BB0012  ___________________________________________________________________
 BB0012* NAD 83(1986)-  29 46 43.     (N)    104 20 29.     (W)     SCALED    
 BB0012* NAVD 88     -      1194.540  (meters)    3919.09   (feet)  ADJUSTED  
 BB0012  ___________________________________________________________________
 BB0012  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 BB0012  DYNAMIC HT  -        1192.574 (meters)    3912.64  (feet)  COMP
 BB0012  MODELED GRAV-     978,955.2   (mgal)                       NAVD 88
 BB0012
 BB0012  VERT ORDER  -  FIRST     CLASS II
 BB0012
 BB0012.The horizontal coordinates were scaled from a topographic map and have
 BB0012.an estimated accuracy of +/- 6 seconds.
 BB0012
 BB0012.The orthometric height was determined by differential leveling
 BB0012.and adjusted by the National Geodetic Survey in June 1991..
 BB0012
 BB0012.The geoid height was determined by GEOID03.
 BB0012
 BB0012.The dynamic height is computed by dividing the NAVD 88
 BB0012.geopotential number by the normal gravity value computed on the
 BB0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0012.degrees latitude (g = 980.6199 gals.).
 BB0012
 BB0012.The modeled gravity was interpolated from observed gravity values.
 BB0012
 BB0012;                    North         East    Units  Estimated Accuracy
 BB0012;SPC TXSC     - 4,227,380.       83,720.      MT  (+/- 180 meters Scaled)
 BB0012
 BB0012                          SUPERSEDED SURVEY CONTROL
 BB0012
 BB0012  NGVD 29 (??/??/92) 1194.111  (m)         3917.68   (f) ADJ UNCH    1 2
 BB0012
 BB0012.Superseded values are not recommended for survey control.
 BB0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0012.See file dsdata.txt to determine how the superseded data were derived.
 BB0012
 BB0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN636944(NAD 83)
 BB0012_MARKER: DB = BENCH MARK DISK
 BB0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0012_STAMPING: W 454 1935
 BB0012_MARK LOGO: CGS   
 BB0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0012+STABILITY: SURFACE MOTION
 BB0012
 BB0012  HISTORY     - Date     Condition        Report By
 BB0012  HISTORY     - 1935     MONUMENTED       CGS
 BB0012  HISTORY     - 1958     GOOD             NGS
 BB0012  HISTORY     - 1981     GOOD             NGS
 BB0012  HISTORY     - 19961010 GOOD             USPSQD
 BB0012
 BB0012                          STATION DESCRIPTION
 BB0012
 BB0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0012'3.95 MI SW FROM SHAFTER.
 BB0012'ABOUT 3.95 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE BRIDGE OVER
 BB0012'CIBOLO CREEK AT SHAFTER, 68 FEET EAST OF THE CENTER LINE OF THE
 BB0012'HIGHWAY, 2 POLES NORTHEAST OF A BRACED TELEPHONE POLE, 111 FEET
 BB0012'NORTHEAST OF A TUBE CULVERT, 5 1/2 FEET SOUTH OF A TELEPHONE POLE, IN
 BB0012'LINE WITH A ROW OF TELEPHONE POLES, ABOUT 4 FEET ABOVE THE LEVEL OF
 BB0012'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 BB0012
 BB0012                          STATION RECOVERY (1981)
 BB0012
 BB0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0012'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165) IS
 BB0012'ADEQUATE, EXCEPT ADD 3.0 METERS (10.0 FT) WEST-NORTHWEST OF A FENCE,
 BB0012'AND 0.6 METER (2.0 FT) SOUTHWEST OF A WITNESS POST.
 BB0012
 BB0012                          STATION RECOVERY (1996)
 BB0012
 BB0012'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0181 ***********************************************************************
 AM0181  DESIGNATION -  W 455
 AM0181  PID         -  AM0181
 AM0181  STATE/COUNTY-  TX/MATAGORDA
 AM0181  USGS QUAD   -  BAY CITY (1972)
 AM0181
 AM0181                         *CURRENT SURVEY CONTROL
 AM0181  ___________________________________________________________________
 AM0181* NAD 83(1986)-  28 58 40.     (N)    095 57 27.     (W)     SCALED    
 AM0181* NAVD 88     -        15.32   (+/-2cm)      50.3    (feet)  VERTCON   
 AM0181  ___________________________________________________________________
 AM0181  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AM0181
 AM0181  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0181
 AM0181.The horizontal coordinates were scaled from a topographic map and have
 AM0181.an estimated accuracy of +/- 6 seconds.
 AM0181
 AM0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0181.The vertical order pertains to the NGVD 29 superseded value.
 AM0181
 AM0181.The geoid height was determined by GEOID03.
 AM0181
 AM0181;                    North         East    Units  Estimated Accuracy
 AM0181;SPC TXSC     - 4,130,690.      896,450.      MT  (+/- 180 meters Scaled)
 AM0181
 AM0181                          SUPERSEDED SURVEY CONTROL
 AM0181
 AM0181  NGVD 29 (??/??/92)   15.352  (m)           50.37   (f) ADJ UNCH    1 1
 AM0181
 AM0181.Superseded values are not recommended for survey control.
 AM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0181.See file dsdata.txt to determine how the superseded data were derived.
 AM0181
 AM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN118091(NAD 83)
 AM0181_MARKER: DB = BENCH MARK DISK
 AM0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0181_SP_SET: CULVERT
 AM0181_STAMPING: W 455 1951
 AM0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0181
 AM0181  HISTORY     - Date     Condition        Report By
 AM0181  HISTORY     - 1951     MONUMENTED       CGS
 AM0181  HISTORY     - 1972     GOOD             NGS
 AM0181  HISTORY     - 19910630 GOOD             USPSQD
 AM0181  HISTORY     - 19961116 POOR             USPSQD
 AM0181
 AM0181                          STATION DESCRIPTION
 AM0181
 AM0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0181'0.65 MI E FROM BAY CITY.
 AM0181'0.65 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AM0181'BAY CITY, AT THE CROSSING OF ELM STREET, IN THE TOP AND 0.9 FOOT EAST
 AM0181'OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 5- BY 10-FOOT
 AM0181'CONCRETE BOX CULVERT, 10.5 FEET SOUTH OF THE SOUTH RAIL, 20 FEET EAST
 AM0181'OF THE CENTER LINE OF THE STREET, AND ABOUT 1/2 FOOT LOWER THAN THE
 AM0181'TRACK.
 AM0181
 AM0181                          STATION RECOVERY (1991)
 AM0181
 AM0181'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AM0181'RECOVERED IN GOOD CONDITION.
 AM0181
 AM0181                          STATION RECOVERY (1996)
 AM0181
 AM0181'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0181'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0470 ***********************************************************************
 AW0470  DESIGNATION -  W 457
 AW0470  PID         -  AW0470
 AW0470  STATE/COUNTY-  TX/GALVESTON
 AW0470  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0470
 AW0470                         *CURRENT SURVEY CONTROL
 AW0470  ___________________________________________________________________
 AW0470* NAD 83(1986)-  29 18 50.     (N)    094 54 40.     (W)     SCALED    
 AW0470* NAVD 88     -         0.869  (meters)       2.85   (feet)  ADJUSTED  
 AW0470  ___________________________________________________________________
 AW0470  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AW0470  DYNAMIC HT  -           0.868 (meters)       2.85  (feet)  COMP
 AW0470  MODELED GRAV-     979,262.8   (mgal)                       NAVD 88
 AW0470
 AW0470  VERT ORDER  -  FIRST     CLASS I
 AW0470
 AW0470.The horizontal coordinates were scaled from a topographic map and have
 AW0470.an estimated accuracy of +/- 6 seconds.
 AW0470
 AW0470.The orthometric height was determined by differential leveling
 AW0470.and adjusted by the National Geodetic Survey in June 1991..
 AW0470
 AW0470.The geoid height was determined by GEOID03.
 AW0470
 AW0470.The dynamic height is computed by dividing the NAVD 88
 AW0470.geopotential number by the normal gravity value computed on the
 AW0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0470.degrees latitude (g = 980.6199 gals.).
 AW0470
 AW0470.The modeled gravity was interpolated from observed gravity values.
 AW0470
 AW0470;                    North         East    Units  Estimated Accuracy
 AW0470;SPC TXSC     - 4,171,030.      997,070.      MT  (+/- 180 meters Scaled)
 AW0470
 AW0470                          SUPERSEDED SURVEY CONTROL
 AW0470
 AW0470  NGVD 29 (12/23/87)    0.866  (m)            2.84   (f) ADJUSTED    1 1
 AW0470
 AW0470.Superseded values are not recommended for survey control.
 AW0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0470.See file dsdata.txt to determine how the superseded data were derived.
 AW0470
 AW0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN144442(NAD 83)
 AW0470_MARKER: DB = BENCH MARK DISK
 AW0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0470_SP_SET: CONCRETE POST
 AW0470_STAMPING: W 457 1951
 AW0470_MARK LOGO: CGS   
 AW0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0470+STABILITY: SURFACE MOTION
 AW0470
 AW0470  HISTORY     - Date     Condition        Report By
 AW0470  HISTORY     - 1951     MONUMENTED       CGS
 AW0470  HISTORY     - 1973     GOOD             NGS
 AW0470  HISTORY     - 1976     GOOD             NGS
 AW0470  HISTORY     - 1976     GOOD             NGS
 AW0470  HISTORY     - 1978     GOOD             NGS
 AW0470  HISTORY     - 1983     GOOD             NGS
 AW0470  HISTORY     - 1987     GOOD             NGS
 AW0470  HISTORY     - 1988     GOOD             USPSQD
 AW0470  HISTORY     - 1988     GOOD             USPSQD
 AW0470  HISTORY     - 1988     GOOD             USPSQD
 AW0470  HISTORY     - 1988     GOOD             USPSQD
 AW0470  HISTORY     - 1988     GOOD             USPSQD
 AW0470  HISTORY     - 1988     GOOD             USPSQD
 AW0470  HISTORY     - 1988     GOOD             USPSQD
 AW0470  HISTORY     - 1988     GOOD             USPSQD
 AW0470  HISTORY     - 1989     GOOD             USPSQD
 AW0470  HISTORY     - 1990     GOOD             USPSQD
 AW0470  HISTORY     - 19910407 GOOD             USPSQD
 AW0470  HISTORY     - 19950624 GOOD             USPSQD
 AW0470  HISTORY     - 19961203 MARK NOT FOUND   NGS
 AW0470  HISTORY     - 20041208 MARK NOT FOUND   USPSQD
 AW0470
 AW0470                          STATION DESCRIPTION
 AW0470
 AW0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0470'1.0 MI NW FROM VIRGINIA POINT.
 AW0470'0.5 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AW0470'THE SIGNAL STATION AT VIRGINIA POINT, THENCE 0.5 MILE NORTHWEST ALONG
 AW0470'INTERSTATE HIGHWAY 45, AT AN OFF RAMP TO THE FRONTAGE ROAD, 146.2 FEET
 AW0470'SOUTHEAST OF THE SOUTH LEG OF A POWER LINE TOWER, 74.5 FEET NORTHWEST
 AW0470'OF A POWER POLE WITH TRANSFORMER, 28 FEET NORTHEAST OF THE CENTER LINE
 AW0470'OF THE FRONTAGE ROAD, 0.7 FOOT SOUTHEAST OF A METAL WITNESS POST, 1.2
 AW0470'FEET NORTHWEST OF A WOODEN WITNESS POST SET IN THE TOP OF A CONCRETE
 AW0470'POST THAT IS FLUSH WITH THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE
 AW0470'FRONTAGE ROAD.
 AW0470
 AW0470                          STATION RECOVERY (1976)
 AW0470
 AW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1976)
 AW0470
 AW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1978)
 AW0470
 AW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1983)
 AW0470
 AW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0470'RECOVERED IN GOOD CONDITION.  ADD, SET BETWEEN TWO PLASTIC WITNESS
 AW0470'POSTS.
 AW0470
 AW0470                          STATION RECOVERY (1987)
 AW0470
 AW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1988)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1988)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1988)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1988)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1988)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1988)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1988)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1988)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1989)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1990)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1991)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1995)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0470'RECOVERED IN GOOD CONDITION.
 AW0470
 AW0470                          STATION RECOVERY (1996)
 AW0470
 AW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0470'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AW0470
 AW0470                          STATION RECOVERY (2004)
 AW0470
 AW0470'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3190 ***********************************************************************
 AW3190  DESIGNATION -  W 458
 AW3190  PID         -  AW3190
 AW3190  STATE/COUNTY-  TX/HARRIS
 AW3190  USGS QUAD   -  ALDINE (1995)
 AW3190
 AW3190                         *CURRENT SURVEY CONTROL
 AW3190  ___________________________________________________________________
 AW3190* NAD 83(1986)-  29 55 08.     (N)    095 24 20.     (W)     SCALED    
 AW3190* NAVD 88     -        26.37   (+/-2cm)      86.5    (feet)  VERTCON   
 AW3190  ___________________________________________________________________
 AW3190  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW3190
 AW3190  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3190
 AW3190.The horizontal coordinates were scaled from a topographic map and have
 AW3190.an estimated accuracy of +/- 6 seconds.
 AW3190
 AW3190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3190.The vertical order pertains to the NGVD 29 superseded value.
 AW3190
 AW3190.The geoid height was determined by GEOID03.
 AW3190
 AW3190;                    North         East    Units  Estimated Accuracy
 AW3190;SPC TXSC     - 4,236,470.      947,010.      MT  (+/- 180 meters Scaled)
 AW3190
 AW3190                          SUPERSEDED SURVEY CONTROL
 AW3190
 AW3190  NGVD 29 (??/??/92)   26.367  (m)           86.51   (f) ADJ UNCH    1 2
 AW3190
 AW3190.Superseded values are not recommended for survey control.
 AW3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3190.See file dsdata.txt to determine how the superseded data were derived.
 AW3190
 AW3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP677122(NAD 83)
 AW3190_MARKER: DB = BENCH MARK DISK
 AW3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3190_STAMPING: W 458 1951
 AW3190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3190+STABILITY: SURFACE MOTION
 AW3190
 AW3190  HISTORY     - Date     Condition        Report By
 AW3190  HISTORY     - 1951     MONUMENTED       CGS
 AW3190  HISTORY     - 1963     GOOD             NGS
 AW3190  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3190  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW3190
 AW3190                          STATION DESCRIPTION
 AW3190
 AW3190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3190'13.25 MI S FROM SPRING.
 AW3190'ABOUT 10.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 AW3190'STATION AT SPRING, THENCE 1.9 MILES WEST ALONG FARM ROAD 525, THENCE
 AW3190'0.85 MILE SOUTHEAST ALONG AIRLINE DRIVE, 170 FEET SOUTH OF BENCH MARK
 AW3190'V 458 1951, 96 FEET SOUTHWEST OF THE CENTER LINE OF AIRLINE DRIVE, 59
 AW3190'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF
 AW3190'THE AIRLINE JUNIOR HIGH SCHOOL AUDITORIUM, AND SET IN THE TOP OF A
 AW3190'CONCRETE POST PROJECTING 1 INCH.
 AW3190
 AW3190                          STATION RECOVERY (1988)
 AW3190
 AW3190'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW3190'MARK NOT FOUND.
 AW3190
 AW3190                          STATION RECOVERY (2004)
 AW3190
 AW3190'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1474 ***********************************************************************
 AY1474  DESIGNATION -  W 460
 AY1474  PID         -  AY1474
 AY1474  STATE/COUNTY-  TX/UVALDE
 AY1474  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1474
 AY1474                         *CURRENT SURVEY CONTROL
 AY1474  ___________________________________________________________________
 AY1474* NAD 83(1986)-  29 36 22.     (N)    099 43 14.     (W)     SCALED    
 AY1474* NAVD 88     -       460.784  (meters)    1511.76   (feet)  ADJUSTED  
 AY1474  ___________________________________________________________________
 AY1474  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AY1474  DYNAMIC HT  -         460.100 (meters)    1509.51  (feet)  COMP
 AY1474  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 AY1474
 AY1474  VERT ORDER  -  SECOND    CLASS 0
 AY1474
 AY1474.The horizontal coordinates were scaled from a topographic map and have
 AY1474.an estimated accuracy of +/- 6 seconds.
 AY1474
 AY1474.The orthometric height was determined by differential leveling
 AY1474.and adjusted by the National Geodetic Survey in June 1991..
 AY1474
 AY1474.The geoid height was determined by GEOID03.
 AY1474
 AY1474.The dynamic height is computed by dividing the NAVD 88
 AY1474.geopotential number by the normal gravity value computed on the
 AY1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1474.degrees latitude (g = 980.6199 gals.).
 AY1474
 AY1474.The modeled gravity was interpolated from observed gravity values.
 AY1474
 AY1474;                    North         East    Units  Estimated Accuracy
 AY1474;SPC TXSC     - 4,196,690.      530,210.      MT  (+/- 180 meters Scaled)
 AY1474
 AY1474                          SUPERSEDED SURVEY CONTROL
 AY1474
 AY1474  NGVD 29 (??/??/92)  460.702  (m)         1511.49   (f) ADJ UNCH    2 0
 AY1474
 AY1474.Superseded values are not recommended for survey control.
 AY1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1474.See file dsdata.txt to determine how the superseded data were derived.
 AY1474
 AY1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT302753(NAD 83)
 AY1474_MARKER: DB = BENCH MARK DISK
 AY1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1474_STAMPING: W 460 1953
 AY1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1474+STABILITY: SURFACE MOTION
 AY1474
 AY1474  HISTORY     - Date     Condition        Report By
 AY1474  HISTORY     - 1953     MONUMENTED       CGS
 AY1474  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 AY1474
 AY1474                          STATION DESCRIPTION
 AY1474
 AY1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1474'2.65 MI SE FROM RIO FRIO.
 AY1474'0.15 MILE SOUTHWEST ALONG FARM ROAD 1120 FROM THE POST OFFICE AT RIO
 AY1474'FRIO, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.5
 AY1474'MILE EAST ALONG FARM ROAD 1050, 48 FEET NORTH OF THE CENTER LINE OF
 AY1474'THE FARM ROAD, 2.2 FEET SOUTH OF A FENCE, 2.2 FEET EAST OF A WITNESS
 AY1474'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY1474'THE GROUND.
 AY1474
 AY1474                          STATION RECOVERY (2005)
 AY1474
 AY1474'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1414 ***********************************************************************
 AY1414  DESIGNATION -  W 461
 AY1414  PID         -  AY1414
 AY1414  STATE/COUNTY-  TX/REAL
 AY1414  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1414
 AY1414                         *CURRENT SURVEY CONTROL
 AY1414  ___________________________________________________________________
 AY1414* NAD 83(1986)-  29 43 29.     (N)    099 57 10.     (W)     SCALED    
 AY1414* NAVD 88     -       521.770  (meters)    1711.84   (feet)  ADJUSTED  
 AY1414  ___________________________________________________________________
 AY1414  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 AY1414  DYNAMIC HT  -         520.996 (meters)    1709.30  (feet)  COMP
 AY1414  MODELED GRAV-     979,143.7   (mgal)                       NAVD 88
 AY1414
 AY1414  VERT ORDER  -  SECOND    CLASS 0
 AY1414
 AY1414.The horizontal coordinates were scaled from a topographic map and have
 AY1414.an estimated accuracy of +/- 6 seconds.
 AY1414
 AY1414.The orthometric height was determined by differential leveling
 AY1414.and adjusted by the National Geodetic Survey in June 1991..
 AY1414
 AY1414.The geoid height was determined by GEOID03.
 AY1414
 AY1414.The dynamic height is computed by dividing the NAVD 88
 AY1414.geopotential number by the normal gravity value computed on the
 AY1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1414.degrees latitude (g = 980.6199 gals.).
 AY1414
 AY1414.The modeled gravity was interpolated from observed gravity values.
 AY1414
 AY1414;                    North         East    Units  Estimated Accuracy
 AY1414;SPC TXSC     - 4,209,990.      507,830.      MT  (+/- 180 meters Scaled)
 AY1414
 AY1414                          SUPERSEDED SURVEY CONTROL
 AY1414
 AY1414  NGVD 29 (??/??/92)  521.673  (m)         1711.52   (f) ADJ UNCH    2 0
 AY1414
 AY1414.Superseded values are not recommended for survey control.
 AY1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1414.See file dsdata.txt to determine how the superseded data were derived.
 AY1414
 AY1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT078886(NAD 83)
 AY1414_MARKER: DB = BENCH MARK DISK
 AY1414_SETTING: 66 = SET IN ROCK OUTCROP
 AY1414_SP_SET: ROCK OUTCROP
 AY1414_STAMPING: W 461 1953
 AY1414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1414+STABILITY: POSITION/ELEVATION WELL
 AY1414
 AY1414  HISTORY     - Date     Condition        Report By
 AY1414  HISTORY     - 1953     MONUMENTED       CGS
 AY1414  HISTORY     - 20010331 GOOD             NGS
 AY1414  HISTORY     - 20010331 GOOD             NGS
 AY1414  HISTORY     - 20010801 GOOD             NGS
 AY1414
 AY1414                          STATION DESCRIPTION
 AY1414
 AY1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1414'5.45 MI NE FROM CAMP WOOD.
 AY1414'0.1 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP WOOD,
 AY1414'THENCE 5.35 MILES NORTHEAST ALONG RANCH ROAD 337, 78 FEET NORTHEAST OF
 AY1414'THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 72 FEET NORTHEAST OF
 AY1414'A FENCE CORNER, 57 FEET NORTHWEST OF THE CENTER LINE OF THE RANCH
 AY1414'ROAD, 7 FEET NORTHWEST OF A FENCE, FLUSH WITH THE GROUND, SET IN THE
 AY1414'TOP OF A LARGE FLAT ROCK OUTCROP.  0.25 MILE SOUTHWEST OF A CREEK.
 AY1414
 AY1414                          STATION RECOVERY (2001)
 AY1414
 AY1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1414'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1414
 AY1414                          STATION RECOVERY (2001)
 AY1414
 AY1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1414'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1414
 AY1414                          STATION RECOVERY (2001)
 AY1414
 AY1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1414'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1129 ***********************************************************************
 AY1129  DESIGNATION -  W 462
 AY1129  PID         -  AY1129
 AY1129  STATE/COUNTY-  TX/BANDERA
 AY1129  USGS QUAD   -  ROCK CLIFF RESERVOIR (1982)
 AY1129
 AY1129                         *CURRENT SURVEY CONTROL
 AY1129  ___________________________________________________________________
 AY1129* NAD 83(1986)-  29 45 34.     (N)    099 11 03.     (W)     SCALED    
 AY1129* NAVD 88     -       411.102  (meters)    1348.76   (feet)  ADJUSTED  
 AY1129  ___________________________________________________________________
 AY1129  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AY1129  DYNAMIC HT  -         410.507 (meters)    1346.81  (feet)  COMP
 AY1129  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY1129
 AY1129  VERT ORDER  -  SECOND    CLASS 0
 AY1129
 AY1129.The horizontal coordinates were scaled from a topographic map and have
 AY1129.an estimated accuracy of +/- 6 seconds.
 AY1129
 AY1129.The orthometric height was determined by differential leveling
 AY1129.and adjusted by the National Geodetic Survey in June 1991..
 AY1129
 AY1129.The geoid height was determined by GEOID03.
 AY1129
 AY1129.The dynamic height is computed by dividing the NAVD 88
 AY1129.geopotential number by the normal gravity value computed on the
 AY1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1129.degrees latitude (g = 980.6199 gals.).
 AY1129
 AY1129.The modeled gravity was interpolated from observed gravity values.
 AY1129
 AY1129;                    North         East    Units  Estimated Accuracy
 AY1129;SPC TXSC     - 4,213,480.      582,190.      MT  (+/- 180 meters Scaled)
 AY1129
 AY1129                          SUPERSEDED SURVEY CONTROL
 AY1129
 AY1129  NGVD 29 (??/??/92)  410.992  (m)         1348.40   (f) ADJ UNCH    2 0
 AY1129
 AY1129.Superseded values are not recommended for survey control.
 AY1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1129.See file dsdata.txt to determine how the superseded data were derived.
 AY1129
 AY1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT821921(NAD 83)
 AY1129_MARKER: DB = BENCH MARK DISK
 AY1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1129_STAMPING: W 462 1953
 AY1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1129+STABILITY: SURFACE MOTION
 AY1129
 AY1129  HISTORY     - Date     Condition        Report By
 AY1129  HISTORY     - 1953     MONUMENTED       CGS
 AY1129  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1129  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1129
 AY1129                          STATION DESCRIPTION
 AY1129
 AY1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1129'5.4 MI SE FROM MEDINA.
 AY1129'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1129'MEDINA, 59 FEET NORTHWEST OF A STONE GATE POST WHICH IS AT THE
 AY1129'NORTHWEST END OF A CATTLE GUARD, 53 FEET SOUTHWEST OF THE CENTER LINE
 AY1129'OF THE HIGHWAY, 1.2 FEET NORTHEAST OF A FENCE, 1.3 FEET SOUTHEAST OF A
 AY1129'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 AY1129'FOOT ABOVE THE GROUND.
 AY1129
 AY1129                          STATION RECOVERY (1990)
 AY1129
 AY1129'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1129'MARK NOT FOUND.
 AY1129
 AY1129                          STATION RECOVERY (2005)
 AY1129
 AY1129'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AY1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1015 ***********************************************************************
 AY1015  DESIGNATION -  W 463
 AY1015  PID         -  AY1015
 AY1015  STATE/COUNTY-  TX/BANDERA
 AY1015  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1015
 AY1015                         *CURRENT SURVEY CONTROL
 AY1015  ___________________________________________________________________
 AY1015* NAD 83(1986)-  29 42 05.     (N)    098 51 39.     (W)     SCALED    
 AY1015* NAVD 88     -       439.278  (meters)    1441.20   (feet)  ADJUSTED  
 AY1015  ___________________________________________________________________
 AY1015  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AY1015  DYNAMIC HT  -         438.636 (meters)    1439.09  (feet)  COMP
 AY1015  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 AY1015
 AY1015  VERT ORDER  -  SECOND    CLASS 0
 AY1015
 AY1015.The horizontal coordinates were scaled from a topographic map and have
 AY1015.an estimated accuracy of +/- 6 seconds.
 AY1015
 AY1015.The orthometric height was determined by differential leveling
 AY1015.and adjusted by the National Geodetic Survey in June 1991..
 AY1015
 AY1015.The geoid height was determined by GEOID03.
 AY1015
 AY1015.The dynamic height is computed by dividing the NAVD 88
 AY1015.geopotential number by the normal gravity value computed on the
 AY1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1015.degrees latitude (g = 980.6199 gals.).
 AY1015
 AY1015.The modeled gravity was interpolated from observed gravity values.
 AY1015
 AY1015;                    North         East    Units  Estimated Accuracy
 AY1015;SPC TXSC     - 4,207,040.      613,470.      MT  (+/- 180 meters Scaled)
 AY1015
 AY1015                          SUPERSEDED SURVEY CONTROL
 AY1015
 AY1015  NGVD 29 (??/??/92)  439.171  (m)         1440.85   (f) ADJ UNCH    2 0
 AY1015
 AY1015.Superseded values are not recommended for survey control.
 AY1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1015.See file dsdata.txt to determine how the superseded data were derived.
 AY1015
 AY1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT134857(NAD 83)
 AY1015_MARKER: DB = BENCH MARK DISK
 AY1015_SETTING: 66 = SET IN ROCK OUTCROP
 AY1015_SP_SET: ROCK LEDGE
 AY1015_STAMPING: W 463 1953
 AY1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1015+STABILITY: POSITION/ELEVATION WELL
 AY1015
 AY1015  HISTORY     - Date     Condition        Report By
 AY1015  HISTORY     - 1953     MONUMENTED       CGS
 AY1015  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1015  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1015
 AY1015                          STATION DESCRIPTION
 AY1015
 AY1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1015'5.0 MI SE FROM PIPE CREEK.
 AY1015'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1015'PIPE CREEK, 0.2 MILE WEST OF A PRIVATE ROAD LEADING NORTH, 42 FEET
 AY1015'NORTH OF THE CENTER LINE OF THE HIGHWAY, 9.8 FEET SOUTH OF A FENCE,
 AY1015'23.4 FEET WEST OF A 9 INCH CEDAR TREE, 20 FEET WEST OF A WITNESS POST,
 AY1015'4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A LIMESTONE
 AY1015'LEDGE.
 AY1015
 AY1015                          STATION RECOVERY (1990)
 AY1015
 AY1015'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1015'MARK NOT FOUND.
 AY1015
 AY1015                          STATION RECOVERY (1993)
 AY1015
 AY1015'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0174 ***********************************************************************
 BN0174  DESIGNATION -  W 464
 BN0174  PID         -  BN0174
 BN0174  STATE/COUNTY-  TX/GILLESPIE
 BN0174  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0174
 BN0174                         *CURRENT SURVEY CONTROL
 BN0174  ___________________________________________________________________
 BN0174* NAD 83(1986)-  30 14 53.     (N)    098 54 40.     (W)     SCALED    
 BN0174* NAVD 88     -       514.585  (meters)    1688.27   (feet)  POSTED    
 BN0174  ___________________________________________________________________
 BN0174  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BN0174  DYNAMIC HT  -         513.860 (meters)    1685.89  (feet)  COMP
 BN0174  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 BN0174
 BN0174  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BN0174
 BN0174.This mark is at Gillespie Co (T82) Airport (T82)
 BN0174
 BN0174.The horizontal coordinates were scaled from a topographic map and have
 BN0174.an estimated accuracy of +/- 6 seconds.
 BN0174
 BN0174.The orthometric height was determined by differential leveling
 BN0174.and adjusted by the National Geodetic Survey in 1992..
 BN0174.No vertical observational check was made to the station.
 BN0174.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BN0174.was located on a no-check spur therefore a value was not computed.
 BN0174
 BN0174.The geoid height was determined by GEOID03.
 BN0174
 BN0174.The dynamic height is computed by dividing the NAVD 88
 BN0174.geopotential number by the normal gravity value computed on the
 BN0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0174.degrees latitude (g = 980.6199 gals.).
 BN0174
 BN0174.The modeled gravity was interpolated from observed gravity values.
 BN0174
 BN0174;                    North         East    Units  Estimated Accuracy
 BN0174;SPC TX C     - 3,065,330.      836,870.      MT  (+/- 180 meters Scaled)
 BN0174
 BN0174                          SUPERSEDED SURVEY CONTROL
 BN0174
 BN0174  NGVD 29 (??/??/92)  514.520  (m)         1688.05   (f) ADJ UNCH    2 0
 BN0174
 BN0174.Superseded values are not recommended for survey control.
 BN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0174.See file dsdata.txt to determine how the superseded data were derived.
 BN0174
 BN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU085462(NAD 83)
 BN0174_MARKER: DB = BENCH MARK DISK
 BN0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0174_STAMPING: W 464 1953
 BN0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0174+STABILITY: SURFACE MOTION
 BN0174
 BN0174  HISTORY     - Date     Condition        Report By
 BN0174  HISTORY     - 1953     MONUMENTED       CGS
 BN0174  HISTORY     - 19930721 MARK NOT FOUND   USPSQD
 BN0174  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0174
 BN0174                          STATION DESCRIPTION
 BN0174
 BN0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0174'3.3 MI SW FROM FREDERICKSBURG.
 BN0174'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 BN0174'FREDERICKSBURG, THENCE 0.9 MILE WEST ALONG TIVYDALE ROAD, THENCE 0.3
 BN0174'MILE SOUTH ALONG AN OILED ROAD, 30 FEET NORTHEAST OF A GAS PUMP AT THE
 BN0174'GILLESPIE COUNTY AIRPORT, 29.8 FEET SOUTHEAST OF THE EAST CORNER OF A
 BN0174'HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 BN0174'ABOVE THE GROUND.
 BN0174
 BN0174                          STATION RECOVERY (1993)
 BN0174
 BN0174'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0174'MARK NOT FOUND.
 BN0174
 BN0174                          STATION RECOVERY (1996)
 BN0174
 BN0174'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0791 ***********************************************************************
 AY0791  DESIGNATION -  W 465
 AY0791  PID         -  AY0791
 AY0791  STATE/COUNTY-  TX/BEXAR
 AY0791  USGS QUAD   -  TERRELL WELLS (1992)
 AY0791
 AY0791                         *CURRENT SURVEY CONTROL
 AY0791  ___________________________________________________________________
 AY0791* NAD 83(1986)-  29 19 14.     (N)    098 33 10.     (W)     SCALED    
 AY0791* NAVD 88     -       185.474  (meters)     608.51   (feet)  ADJUSTED  
 AY0791  ___________________________________________________________________
 AY0791  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY0791  DYNAMIC HT  -         185.206 (meters)     607.63  (feet)  COMP
 AY0791  MODELED GRAV-     979,192.8   (mgal)                       NAVD 88
 AY0791
 AY0791  VERT ORDER  -  FIRST     CLASS II
 AY0791
 AY0791.The horizontal coordinates were scaled from a topographic map and have
 AY0791.an estimated accuracy of +/- 6 seconds.
 AY0791
 AY0791.The orthometric height was determined by differential leveling
 AY0791.and adjusted by the National Geodetic Survey in June 1991..
 AY0791
 AY0791.The geoid height was determined by GEOID03.
 AY0791
 AY0791.The dynamic height is computed by dividing the NAVD 88
 AY0791.geopotential number by the normal gravity value computed on the
 AY0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0791.degrees latitude (g = 980.6199 gals.).
 AY0791
 AY0791.The modeled gravity was interpolated from observed gravity values.
 AY0791
 AY0791;                    North         East    Units  Estimated Accuracy
 AY0791;SPC TXSC     - 4,164,910.      643,440.      MT  (+/- 180 meters Scaled)
 AY0791
 AY0791                          SUPERSEDED SURVEY CONTROL
 AY0791
 AY0791  NGVD 29 (??/??/92)  185.377  (m)          608.19   (f) ADJ UNCH    1 2
 AY0791
 AY0791.Superseded values are not recommended for survey control.
 AY0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0791.See file dsdata.txt to determine how the superseded data were derived.
 AY0791
 AY0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT434435(NAD 83)
 AY0791_MARKER: DB = BENCH MARK DISK
 AY0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0791_STAMPING: W 465 1952
 AY0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0791+STABILITY: SURFACE MOTION
 AY0791
 AY0791  HISTORY     - Date     Condition        Report By
 AY0791  HISTORY     - 1952     MONUMENTED       CGS
 AY0791  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0791  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0791  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0791
 AY0791                          STATION DESCRIPTION
 AY0791
 AY0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0791'IN SAN ANTONIO.
 AY0791'AT SAN ANTONIO, AT THE JUNCTION OF CHAVANAUX ROAD AND STATE HIGHWAY
 AY0791'346, 274 FEET SOUTH OF THE EXTENDED CENTER LINE OF CHAVANAUX ROAD, 66
 AY0791'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 346, 34 FEET WEST OF A
 AY0791'NORTH AND SOUTH FENCE, 1.8 FEET SOUTH OF A FENCE LEADING WEST, SET IN
 AY0791'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0791
 AY0791                          STATION RECOVERY (1966)
 AY0791
 AY0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0791'MARK NOT FOUND.
 AY0791
 AY0791                          STATION RECOVERY (1989)
 AY0791
 AY0791'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0791'MARK NOT FOUND.
 AY0791
 AY0791                          STATION RECOVERY (1999)
 AY0791
 AY0791'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0210 ***********************************************************************
 BP0210  DESIGNATION -  W 467
 BP0210  PID         -  BP0210
 BP0210  STATE/COUNTY-  TX/PECOS
 BP0210  USGS QUAD   -  TWELVEMILE MESA (1970)
 BP0210
 BP0210                         *CURRENT SURVEY CONTROL
 BP0210  ___________________________________________________________________
 BP0210* NAD 83(1986)-  30 50 49.     (N)    102 56 42.     (W)     SCALED    
 BP0210* NAVD 88     -       935.436  (meters)    3069.01   (feet)  ADJUSTED  
 BP0210  ___________________________________________________________________
 BP0210  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 BP0210  DYNAMIC HT  -         934.005 (meters)    3064.31  (feet)  COMP
 BP0210  MODELED GRAV-     979,080.0   (mgal)                       NAVD 88
 BP0210
 BP0210  VERT ORDER  -  SECOND    CLASS 0
 BP0210
 BP0210.The horizontal coordinates were scaled from a topographic map and have
 BP0210.an estimated accuracy of +/- 6 seconds.
 BP0210
 BP0210.The orthometric height was determined by differential leveling
 BP0210.and adjusted by the National Geodetic Survey in June 1991..
 BP0210
 BP0210.The geoid height was determined by GEOID03.
 BP0210
 BP0210.The dynamic height is computed by dividing the NAVD 88
 BP0210.geopotential number by the normal gravity value computed on the
 BP0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0210.degrees latitude (g = 980.6199 gals.).
 BP0210
 BP0210.The modeled gravity was interpolated from observed gravity values.
 BP0210
 BP0210;                    North         East    Units  Estimated Accuracy
 BP0210;SPC TX C     - 3,133,770.      450,230.      MT  (+/- 180 meters Scaled)
 BP0210
 BP0210                          SUPERSEDED SURVEY CONTROL
 BP0210
 BP0210  NGVD 29 (??/??/92)  935.094  (m)         3067.89   (f) ADJ UNCH    2 0
 BP0210
 BP0210.Superseded values are not recommended for survey control.
 BP0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0210.See file dsdata.txt to determine how the superseded data were derived.
 BP0210
 BP0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ965144(NAD 83)
 BP0210_MARKER: DB = BENCH MARK DISK
 BP0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0210_STAMPING: W 467 1935 3067.888
 BP0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0210+STABILITY: SURFACE MOTION
 BP0210
 BP0210  HISTORY     - Date     Condition        Report By
 BP0210  HISTORY     - 1935     MONUMENTED       CGS
 BP0210  HISTORY     - 1958     GOOD             NGS
 BP0210  HISTORY     - 20030311 MARK NOT FOUND   TXDOT
 BP0210
 BP0210                          STATION DESCRIPTION
 BP0210
 BP0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0210'5.3 MI SW FROM FORT STOCKTON.
 BP0210'ABOUT 5.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0210'FROM THE STATION AT FORT STOCKTON, 4 1/2 FEET NORTHWEST OF MILEPOST
 BP0210'887, 48 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.15 MILE
 BP0210'NORTHEAST OF A TRESTLE, 46 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT
 BP0210'ROAD, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 BP0210'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0210'PROJECTING 6 INCHES.
 BP0210
 BP0210                          STATION RECOVERY (2003)
 BP0210
 BP0210'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 BP0210'THE DISTANCE 48 FEET NORTHWEST IS NOW THE SOUTH EDGE OF PAVEMENT OF A
 BP0210'COUNTY ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0530 ***********************************************************************
 BP0530  DESIGNATION -  W 468
 BP0530  PID         -  BP0530
 BP0530  STATE/COUNTY-  TX/BREWSTER
 BP0530  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0530
 BP0530                         *CURRENT SURVEY CONTROL
 BP0530  ___________________________________________________________________
 BP0530* NAD 83(1986)-  30 28 12.     (N)    103 36 12.     (W)     SCALED    
 BP0530* NAVD 88     -      1251.283  (meters)    4105.25   (feet)  ADJUSTED  
 BP0530  ___________________________________________________________________
 BP0530  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 BP0530  DYNAMIC HT  -        1249.282 (meters)    4098.69  (feet)  COMP
 BP0530  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 BP0530
 BP0530  VERT ORDER  -  SECOND    CLASS 0
 BP0530
 BP0530.The horizontal coordinates were scaled from a topographic map and have
 BP0530.an estimated accuracy of +/- 6 seconds.
 BP0530
 BP0530.The orthometric height was determined by differential leveling
 BP0530.and adjusted by the National Geodetic Survey in June 1991..
 BP0530
 BP0530.The geoid height was determined by GEOID03.
 BP0530
 BP0530.The dynamic height is computed by dividing the NAVD 88
 BP0530.geopotential number by the normal gravity value computed on the
 BP0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0530.degrees latitude (g = 980.6199 gals.).
 BP0530
 BP0530.The modeled gravity was interpolated from observed gravity values.
 BP0530
 BP0530;                    North         East    Units  Estimated Accuracy
 BP0530;SPC TXSC     - 4,300,930.      158,040.      MT  (+/- 180 meters Scaled)
 BP0530
 BP0530                          SUPERSEDED SURVEY CONTROL
 BP0530
 BP0530  NGVD 29 (??/??/92) 1250.860  (m)         4103.86   (f) ADJ UNCH    2 0
 BP0530
 BP0530.Superseded values are not recommended for survey control.
 BP0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0530.See file dsdata.txt to determine how the superseded data were derived.
 BP0530
 BP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP340716(NAD 83)
 BP0530_MARKER: DB = BENCH MARK DISK
 BP0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0530_STAMPING: W 468 1935 4103.863
 BP0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0530+STABILITY: SURFACE MOTION
 BP0530
 BP0530  HISTORY     - Date     Condition        Report By
 BP0530  HISTORY     - 1935     MONUMENTED       CGS
 BP0530  HISTORY     - 1958     GOOD             NGS
 BP0530  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0530
 BP0530                          STATION DESCRIPTION
 BP0530
 BP0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0530'9.3 MI NE FROM ALPINE.
 BP0530'ABOUT 9.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0530'FROM THE STATION AT ALPINE, 10 1/2 FEET NORTHWEST OF MILEPOST 935, 46
 BP0530'FEET NORTHWEST OF THE NORTHWEST RAIL, 8 1/2 FEET NORTHWEST OF THE
 BP0530'NORTHWEST RIGHT OF WAY FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE
 BP0530'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BP0530
 BP0530                          STATION RECOVERY (1966)
 BP0530
 BP0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0467 ***********************************************************************
 BP0467  DESIGNATION -  W 469
 BP0467  PID         -  BP0467
 BP0467  STATE/COUNTY-  TX/JEFF DAVIS
 BP0467  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0467
 BP0467                         *CURRENT SURVEY CONTROL
 BP0467  ___________________________________________________________________
 BP0467* NAD 83(1986)-  30 42 37.     (N)    103 47 08.     (W)     SCALED    
 BP0467* NAVD 88     -      1349.483  (meters)    4427.43   (feet)  POSTED    
 BP0467  ___________________________________________________________________
 BP0467  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 BP0467  DYNAMIC HT  -        1347.330 (meters)    4420.37  (feet)  COMP
 BP0467  MODELED GRAV-     979,000.7   (mgal)                       NAVD 88
 BP0467
 BP0467  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0467
 BP0467.The horizontal coordinates were scaled from a topographic map and have
 BP0467.an estimated accuracy of +/- 6 seconds.
 BP0467
 BP0467.The orthometric height was determined by differential leveling
 BP0467.and adjusted by the National Geodetic Survey in 1992..
 BP0467.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0467.rate of 1.1 thru 2.0 mm/km.
 BP0467
 BP0467.The geoid height was determined by GEOID03.
 BP0467
 BP0467.The dynamic height is computed by dividing the NAVD 88
 BP0467.geopotential number by the normal gravity value computed on the
 BP0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0467.degrees latitude (g = 980.6199 gals.).
 BP0467
 BP0467.The modeled gravity was interpolated from observed gravity values.
 BP0467
 BP0467;                    North         East    Units  Estimated Accuracy
 BP0467;SPC TX C     - 3,120,820.      369,390.      MT  (+/- 180 meters Scaled)
 BP0467
 BP0467                          SUPERSEDED SURVEY CONTROL
 BP0467
 BP0467  NGVD 29 (??/??/92) 1349.02   (m)         4425.9    (f) COMPUTED    2 0
 BP0467
 BP0467.Superseded values are not recommended for survey control.
 BP0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0467.See file dsdata.txt to determine how the superseded data were derived.
 BP0467
 BP0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP162981(NAD 83)
 BP0467_MARKER: DB = BENCH MARK DISK
 BP0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0467_STAMPING: W-469 1934
 BP0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0467+STABILITY: SURFACE MOTION
 BP0467
 BP0467  HISTORY     - Date     Condition        Report By
 BP0467  HISTORY     - 1934     MONUMENTED       CGS
 BP0467  HISTORY     - 1935     GOOD             NGS
 BP0467  HISTORY     - 1940     GOOD             NGS
 BP0467  HISTORY     - 1989     GOOD             USPSQD
 BP0467  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0467  HISTORY     - 20030323 MARK NOT FOUND   USPSQD
 BP0467
 BP0467                          STATION DESCRIPTION
 BP0467
 BP0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BP0467'13.2 MI NE FROM FORT DAVIS.
 BP0467'13.2 MI. N.E. ALONG STATE NO. 17 AT THE BOTTOM OF A STEEP GRADE WHICH
 BP0467'LEADS N. TO A PASS, ABOUT 1000 FT. S. OF THE TOP OF THE PASS, 50 FT.
 BP0467'S. OF POINT WHERE HWY. ROAD ENDS, AND 37 FT. W. OF THE CENTER LINE OF
 BP0467'HWY.
 BP0467
 BP0467                          STATION RECOVERY (1940)
 BP0467
 BP0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 BP0467'RECOVERED IN GOOD CONDITION.
 BP0467
 BP0467                          STATION RECOVERY (1989)
 BP0467
 BP0467'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0467'RECOVERED IN GOOD CONDITION.
 BP0467
 BP0467                          STATION RECOVERY (1996)
 BP0467
 BP0467'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0467'MARK NOT FOUND.
 BP0467
 BP0467                          STATION RECOVERY (2003)
 BP0467
 BP0467'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0468 ***********************************************************************
 BP0468  DESIGNATION -  W 469 RESET 1940
 BP0468  PID         -  BP0468
 BP0468  STATE/COUNTY-  TX/JEFF DAVIS
 BP0468  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0468
 BP0468                         *CURRENT SURVEY CONTROL
 BP0468  ___________________________________________________________________
 BP0468* NAD 83(1986)-  30 42 36.     (N)    103 47 08.     (W)     SCALED    
 BP0468* NAVD 88     -      1349.673  (meters)    4428.05   (feet)  POSTED    
 BP0468  ___________________________________________________________________
 BP0468  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 BP0468  DYNAMIC HT  -        1347.520 (meters)    4420.99  (feet)  COMP
 BP0468  MODELED GRAV-     979,000.7   (mgal)                       NAVD 88
 BP0468
 BP0468  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0468
 BP0468.The horizontal coordinates were scaled from a topographic map and have
 BP0468.an estimated accuracy of +/- 6 seconds.
 BP0468
 BP0468.The orthometric height was determined by differential leveling
 BP0468.and adjusted by the National Geodetic Survey in 1992..
 BP0468.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0468.rate of 2.1 thru 3.0 mm/km.
 BP0468
 BP0468.The geoid height was determined by GEOID03.
 BP0468
 BP0468.The dynamic height is computed by dividing the NAVD 88
 BP0468.geopotential number by the normal gravity value computed on the
 BP0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0468.degrees latitude (g = 980.6199 gals.).
 BP0468
 BP0468.The modeled gravity was interpolated from observed gravity values.
 BP0468
 BP0468;                    North         East    Units  Estimated Accuracy
 BP0468;SPC TX C     - 3,120,790.      369,390.      MT  (+/- 180 meters Scaled)
 BP0468
 BP0468                          SUPERSEDED SURVEY CONTROL
 BP0468
 BP0468  NGVD 29 (??/??/92) 1349.21   (m)         4426.5    (f) COMPUTED    2 0
 BP0468
 BP0468.Superseded values are not recommended for survey control.
 BP0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0468.See file dsdata.txt to determine how the superseded data were derived.
 BP0468
 BP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP162980(NAD 83)
 BP0468_MARKER: DB = BENCH MARK DISK
 BP0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0468_SP_SET: CULVERT
 BP0468_STAMPING: W 469 RESET 1940
 BP0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0468
 BP0468  HISTORY     - Date     Condition        Report By
 BP0468  HISTORY     - 1940     MONUMENTED       TXHD
 BP0468  HISTORY     - 1958     GOOD             NGS
 BP0468  HISTORY     - 1989     GOOD             USPSQD
 BP0468  HISTORY     - 19961011 GOOD             USPSQD
 BP0468  HISTORY     - 20030323 GOOD             USPSQD
 BP0468
 BP0468                          STATION DESCRIPTION
 BP0468
 BP0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0468'12.85 MI NE FROM FORT DAVIS.
 BP0468'ABOUT 12.85 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0468'COURTHOUSE AT FORT DAVIS, IN THE TOP AND CENTER OF THE WEST CONCRETE
 BP0468'HEADWALL OF A CULVERT, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BP0468'0.4 MILE SOUTH OF THE TOP OF WILD ROSE PASS, ON THE OUTSIDE OF A LONG
 BP0468'CURVE, 35 FEET EAST-NORTHEAST OF TELEPHONE POLE NUMBER 815, ABOUT
 BP0468'LEVEL WITH THE HIGHWAY.
 BP0468
 BP0468                          STATION RECOVERY (1989)
 BP0468
 BP0468'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0468'RECOVERED IN GOOD CONDITION.
 BP0468
 BP0468                          STATION RECOVERY (1996)
 BP0468
 BP0468'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0468'RECOVERED IN GOOD CONDITION.
 BP0468
 BP0468                          STATION RECOVERY (2003)
 BP0468
 BP0468'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0443 ***********************************************************************
 CC0443  DESIGNATION -  W 470
 CC0443  PID         -  CC0443
 CC0443  STATE/COUNTY-  TX/REEVES
 CC0443  USGS QUAD   -  WORSHAM (1971)
 CC0443
 CC0443                         *CURRENT SURVEY CONTROL
 CC0443  ___________________________________________________________________
 CC0443* NAD 83(1986)-  31 20 04.     (N)    103 32 20.     (W)     SCALED    
 CC0443* NAVD 88     -       803.021  (meters)    2634.58   (feet)  POSTED    
 CC0443  ___________________________________________________________________
 CC0443  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CC0443  DYNAMIC HT  -         801.850 (meters)    2630.74  (feet)  COMP
 CC0443  MODELED GRAV-     979,155.7   (mgal)                       NAVD 88
 CC0443
 CC0443  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0443
 CC0443.The horizontal coordinates were scaled from a topographic map and have
 CC0443.an estimated accuracy of +/- 6 seconds.
 CC0443
 CC0443.The orthometric height was determined by differential leveling
 CC0443.and adjusted by the National Geodetic Survey in 1992..
 CC0443.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0443.rate of 0.0 thru 1.0 mm/km.
 CC0443
 CC0443.The geoid height was determined by GEOID03.
 CC0443
 CC0443.The dynamic height is computed by dividing the NAVD 88
 CC0443.geopotential number by the normal gravity value computed on the
 CC0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0443.degrees latitude (g = 980.6199 gals.).
 CC0443
 CC0443.The modeled gravity was interpolated from observed gravity values.
 CC0443
 CC0443;                    North         East    Units  Estimated Accuracy
 CC0443;SPC TX C     - 3,189,280.      395,000.      MT  (+/- 180 meters Scaled)
 CC0443
 CC0443                          SUPERSEDED SURVEY CONTROL
 CC0443
 CC0443  NGVD 29 (??/??/92)  802.904  (m)         2634.19   (f) ADJ UNCH    1 2
 CC0443
 CC0443.Superseded values are not recommended for survey control.
 CC0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0443.See file dsdata.txt to determine how the superseded data were derived.
 CC0443
 CC0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ390675(NAD 83)
 CC0443_MARKER: DB = BENCH MARK DISK
 CC0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0443_STAMPING: W 470 1934 2635.139
 CC0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0443+STABILITY: SURFACE MOTION
 CC0443
 CC0443  HISTORY     - Date     Condition        Report By
 CC0443  HISTORY     - 1934     MONUMENTED       CGS
 CC0443  HISTORY     - 1956     POOR             NGS
 CC0443
 CC0443                          STATION DESCRIPTION
 CC0443
 CC0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0443'7.3 MI S FROM PECOS.
 CC0443'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0443'THENCE 5.7 MILES SOUTH ALONG STATE HIGHWAY 17, 53 FEET WEST OF THE
 CC0443'CENTER LINE OF THE HIGHWAY, 44.5 FEET EAST OF THE EAST RAIL OF THE
 CC0443'PECOS VALLEY SOUTHERN RAILROAD, 3 FEET SOUTH OF A TELEPHONE POLE, 11
 CC0443'POLES SOUTH OF MILEPOST 7, 4 POLES NORTH OF THE CROSSING OF FARM ROAD
 CC0443'1934, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CC0443'POST WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.  THIS MARK IS LOOSE IN
 CC0443'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0015 ***********************************************************************
 DP0015  DESIGNATION -  W 471
 DP0015  PID         -  DP0015
 DP0015  STATE/COUNTY-  TX/KING
 DP0015  USGS QUAD   -  PITCHFORK FLATS (1981)
 DP0015
 DP0015                         *CURRENT SURVEY CONTROL
 DP0015  ___________________________________________________________________
 DP0015* NAD 83(1986)-  33 36 42.     (N)    100 28 27.     (W)     SCALED    
 DP0015* NAVD 88     -       574.447  (meters)    1884.66   (feet)  ADJUSTED  
 DP0015  ___________________________________________________________________
 DP0015  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DP0015  DYNAMIC HT  -         573.767 (meters)    1882.43  (feet)  COMP
 DP0015  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 DP0015
 DP0015  VERT ORDER  -  SECOND    CLASS 0
 DP0015
 DP0015.The horizontal coordinates were scaled from a topographic map and have
 DP0015.an estimated accuracy of +/- 6 seconds.
 DP0015
 DP0015.The orthometric height was determined by differential leveling
 DP0015.and adjusted by the National Geodetic Survey in June 1991..
 DP0015
 DP0015.The geoid height was determined by GEOID03.
 DP0015
 DP0015.The dynamic height is computed by dividing the NAVD 88
 DP0015.geopotential number by the normal gravity value computed on the
 DP0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0015.degrees latitude (g = 980.6199 gals.).
 DP0015
 DP0015.The modeled gravity was interpolated from observed gravity values.
 DP0015
 DP0015;                    North         East    Units  Estimated Accuracy
 DP0015;SPC TXNC     - 2,217,410.      416,820.      MT  (+/- 180 meters Scaled)
 DP0015
 DP0015                          SUPERSEDED SURVEY CONTROL
 DP0015
 DP0015  NGVD 29 (??/??/92)  574.241  (m)         1883.99   (f) ADJ UNCH    2 0
 DP0015
 DP0015.Superseded values are not recommended for survey control.
 DP0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0015.See file dsdata.txt to determine how the superseded data were derived.
 DP0015
 DP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC632200(NAD 83)
 DP0015_MARKER: DB = BENCH MARK DISK
 DP0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0015_STAMPING: W 471 1934
 DP0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0015+STABILITY: SURFACE MOTION
 DP0015
 DP0015  HISTORY     - Date     Condition        Report By
 DP0015  HISTORY     - 1934     MONUMENTED       CGS
 DP0015  HISTORY     - 1958     GOOD             NGS
 DP0015
 DP0015                          STATION DESCRIPTION
 DP0015
 DP0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0015'9.5 MI W FROM GUTHRIE.
 DP0015'9.5 MILES WEST ALONG THE 1935 ROUTE, OF U.S. HIGHWAY 82 FROM GUTHRIE,
 DP0015'KING COUNTY, THIS BENCH MARK MAY BE REACHED BY GOING ALONG U.S.
 DP0015'HIGHWAY 82 TO A POINT 1.65 MILES WEST OF CHINA CREEK BRIDGE, THEN
 DP0015'THROUGH A DOUBLE GATE ON THE NORTH SIDE OF THE HIGHWAY AND 0.1 MILE
 DP0015'NORTH TO A CATTLEGUARD NORTH OF THE OLD HIGHWAY, THEN PASS THROUGH THE
 DP0015'CATTLEGUARD AND GO 0.4 MILE EAST ALONG THE OLD HIGHWAY.  THE MARK IS
 DP0015'31 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, ON THE SHOULDER,
 DP0015'AND 1 FOOT SOUTH OF A FENCE.  NOTE-- THIS MARK WAS RECOVERED IN A
 DP0015'FIELD TO NORTH OF THE NEW HIGHWAY AND ON RIGHT OF WAY OF OLD ABANDONED
 DP0015'HIGHWAY.  IT IS ABOUT 0.4 MILE EAST OF A WINDMILL AND CATTLE PENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0280 ***********************************************************************
 DP0280  DESIGNATION -  W 472
 DP0280  PID         -  DP0280
 DP0280  STATE/COUNTY-  TX/GARZA
 DP0280  USGS QUAD   -  POST EAST (1969)
 DP0280
 DP0280                         *CURRENT SURVEY CONTROL
 DP0280  ___________________________________________________________________
 DP0280* NAD 83(1986)-  33 11 42.     (N)    101 20 57.     (W)     SCALED    
 DP0280* NAVD 88     -       776.725  (meters)    2548.31   (feet)  ADJUSTED  
 DP0280  ___________________________________________________________________
 DP0280  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 DP0280  DYNAMIC HT  -         775.732 (meters)    2545.05  (feet)  COMP
 DP0280  MODELED GRAV-     979,334.2   (mgal)                       NAVD 88
 DP0280
 DP0280  VERT ORDER  -  FIRST     CLASS II
 DP0280
 DP0280.The horizontal coordinates were scaled from a topographic map and have
 DP0280.an estimated accuracy of +/- 6 seconds.
 DP0280
 DP0280.The orthometric height was determined by differential leveling
 DP0280.and adjusted by the National Geodetic Survey in June 1991..
 DP0280
 DP0280.The geoid height was determined by GEOID03.
 DP0280
 DP0280.The dynamic height is computed by dividing the NAVD 88
 DP0280.geopotential number by the normal gravity value computed on the
 DP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0280.degrees latitude (g = 980.6199 gals.).
 DP0280
 DP0280.The modeled gravity was interpolated from observed gravity values.
 DP0280
 DP0280;                    North         East    Units  Estimated Accuracy
 DP0280;SPC TXNC     - 2,173,080.      334,390.      MT  (+/- 180 meters Scaled)
 DP0280
 DP0280                          SUPERSEDED SURVEY CONTROL
 DP0280
 DP0280  NGVD 29 (??/??/92)  776.351  (m)         2547.08   (f) ADJ UNCH    1 2
 DP0280
 DP0280.Superseded values are not recommended for survey control.
 DP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0280.See file dsdata.txt to determine how the superseded data were derived.
 DP0280
 DP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB810753(NAD 83)
 DP0280_MARKER: DB = BENCH MARK DISK
 DP0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0280_SP_SET: CULVERT
 DP0280_STAMPING: W 472 1935
 DP0280_MARK LOGO: CGS   
 DP0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0280
 DP0280  HISTORY     - Date     Condition        Report By
 DP0280  HISTORY     - 1935     MONUMENTED       CGS
 DP0280  HISTORY     - 1982     GOOD             NGS
 DP0280  HISTORY     - 20050526 MARK NOT FOUND   USPSQD
 DP0280
 DP0280                          STATION DESCRIPTION
 DP0280
 DP0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0280'1.5 MI E FROM POST.
 DP0280'1.5 MILES EAST ALONG U. S. HIGHWAY 380 FROM POST, GARZA COUNTY, 200
 DP0280'YARDS EAST OF A CURVE, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP
 DP0280'OF THE SOUTH HEADWALL, AND 25 FEET SOUTH OF THE CENTERLINE OF THE
 DP0280'HIGHWAY.  A STANDARD DISK, STAMPED W 472 1935.
 DP0280
 DP0280                          STATION RECOVERY (1982)
 DP0280
 DP0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0280'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75
 DP0280'MI) EASTERLY ALONG U.S. HIGHWAY 380 (MAIN STREET) FROM ITS JUNCTION
 DP0280'WITH U.S. HIGHWAY 84 IN POST, IN THE CENTER OF THE SOUTHEAST HEADWALL
 DP0280'OF A CONCRETE BOX CULVERT AND 11.3 METERS (37.1 FT) SOUTHEAST OF THE
 DP0280'CENTERLINE OF THE HIGHWAY.
 DP0280'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DP0280
 DP0280                          STATION RECOVERY (2005)
 DP0280
 DP0280'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DP0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0398 ***********************************************************************
 DP0398  DESIGNATION -  W 473
 DP0398  PID         -  DP0398
 DP0398  STATE/COUNTY-  TX/CROSBY
 DP0398  USGS QUAD   -  LORENZO (1965)
 DP0398
 DP0398                         *CURRENT SURVEY CONTROL
 DP0398  ___________________________________________________________________
 DP0398* NAD 83(1986)-  33 40 03.     (N)    101 30 41.     (W)     SCALED    
 DP0398* NAVD 88     -       963.462  (meters)    3160.96   (feet)  ADJUSTED  
 DP0398  ___________________________________________________________________
 DP0398  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DP0398  DYNAMIC HT  -         962.231 (meters)    3156.92  (feet)  COMP
 DP0398  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 DP0398
 DP0398  VERT ORDER  -  SECOND    CLASS 0
 DP0398
 DP0398.The horizontal coordinates were scaled from a topographic map and have
 DP0398.an estimated accuracy of +/- 6 seconds.
 DP0398
 DP0398.The orthometric height was determined by differential leveling
 DP0398.and adjusted by the National Geodetic Survey in June 1991..
 DP0398
 DP0398.The geoid height was determined by GEOID03.
 DP0398
 DP0398.The dynamic height is computed by dividing the NAVD 88
 DP0398.geopotential number by the normal gravity value computed on the
 DP0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0398.degrees latitude (g = 980.6199 gals.).
 DP0398
 DP0398.The modeled gravity was interpolated from observed gravity values.
 DP0398
 DP0398;                    North         East    Units  Estimated Accuracy
 DP0398;SPC TXNC     - 2,225,880.      320,770.      MT  (+/- 180 meters Scaled)
 DP0398
 DP0398                          SUPERSEDED SURVEY CONTROL
 DP0398
 DP0398  NGVD 29 (??/??/92)  963.100  (m)         3159.77   (f) ADJ UNCH    2 0
 DP0398
 DP0398.Superseded values are not recommended for survey control.
 DP0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0398.See file dsdata.txt to determine how the superseded data were derived.
 DP0398
 DP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC671281(NAD 83)
 DP0398_MARKER: DB = BENCH MARK DISK
 DP0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0398_STAMPING: W 473 1934
 DP0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0398+STABILITY: SURFACE MOTION
 DP0398
 DP0398  HISTORY     - Date     Condition        Report By
 DP0398  HISTORY     - 1934     MONUMENTED       CGS
 DP0398  HISTORY     - 1966     GOOD             USGS
 DP0398
 DP0398                          STATION DESCRIPTION
 DP0398
 DP0398'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DP0398'1.4 MI E FROM LORENZO.
 DP0398'1.4 MILES EAST ALONG THE SANTA FE RAILROAD FROM THE STATION AT
 DP0398'LORENZO, CROSBY COUNTY, AT THE EAST END OF A CUT, 94 FEET NORTHWEST OF
 DP0398'MILEPOST 21, 44 FEET NORTH OF THE CENTERLINE OF THE TRACK AND 4 FEET
 DP0398'SOUTHEAST OF A POLE.  A STANDARD DISK, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0107 ***********************************************************************
 DP0107  DESIGNATION -  W 474
 DP0107  PID         -  DP0107
 DP0107  STATE/COUNTY-  TX/KENT
 DP0107  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0107
 DP0107                         *CURRENT SURVEY CONTROL
 DP0107  ___________________________________________________________________
 DP0107* NAD 83(1986)-  33 09 43.     (N)    100 43 06.     (W)     SCALED    
 DP0107* NAVD 88     -       632.775  (meters)    2076.03   (feet)  ADJUSTED  
 DP0107  ___________________________________________________________________
 DP0107  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DP0107  DYNAMIC HT  -         631.987 (meters)    2073.44  (feet)  COMP
 DP0107  MODELED GRAV-     979,372.0   (mgal)                       NAVD 88
 DP0107
 DP0107  VERT ORDER  -  SECOND    CLASS 0
 DP0107
 DP0107.The horizontal coordinates were scaled from a topographic map and have
 DP0107.an estimated accuracy of +/- 6 seconds.
 DP0107
 DP0107.The orthometric height was determined by differential leveling
 DP0107.and adjusted by the National Geodetic Survey in June 1991..
 DP0107
 DP0107.The geoid height was determined by GEOID03.
 DP0107
 DP0107.The dynamic height is computed by dividing the NAVD 88
 DP0107.geopotential number by the normal gravity value computed on the
 DP0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0107.degrees latitude (g = 980.6199 gals.).
 DP0107
 DP0107.The modeled gravity was interpolated from observed gravity values.
 DP0107
 DP0107;                    North         East    Units  Estimated Accuracy
 DP0107;SPC TXNC     - 2,168,000.      393,110.      MT  (+/- 180 meters Scaled)
 DP0107
 DP0107                          SUPERSEDED SURVEY CONTROL
 DP0107
 DP0107  NGVD 29 (??/??/92)  632.514  (m)         2075.17   (f) ADJ UNCH    2 0
 DP0107
 DP0107.Superseded values are not recommended for survey control.
 DP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0107.See file dsdata.txt to determine how the superseded data were derived.
 DP0107
 DP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB397705(NAD 83)
 DP0107_MARKER: DB = BENCH MARK DISK
 DP0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0107_STAMPING: W 474 1935
 DP0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0107+STABILITY: SURFACE MOTION
 DP0107
 DP0107  HISTORY     - Date     Condition        Report By
 DP0107  HISTORY     - 1935     MONUMENTED       CGS
 DP0107  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0107
 DP0107                          STATION DESCRIPTION
 DP0107
 DP0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0107'2.1 MI E FROM CLAIREMONT.
 DP0107'2.1 MILES EAST ALONG U. S. HIGHWAY 380 FROM CLAIREMONT, KENT COUNTY,
 DP0107'36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTH OF A
 DP0107'FENCE.  A STANDARD DISK, STAMPED W 474 1935 AND SET IN THE TOP OF A
 DP0107'CONCRETE POST.  NOTE-- RD. CONSTR. IN AREA.
 DP0107
 DP0107                          STATION RECOVERY (1968)
 DP0107
 DP0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0053 ***********************************************************************
 DP0053  DESIGNATION -  W 475
 DP0053  PID         -  DP0053
 DP0053  STATE/COUNTY-  TX/STONEWALL
 DP0053  USGS QUAD   -  ASPERMONT (1968)
 DP0053
 DP0053                         *CURRENT SURVEY CONTROL
 DP0053  ___________________________________________________________________
 DP0053* NAD 83(1986)-  33 08 12.     (N)    100 11 24.     (W)     SCALED    
 DP0053* NAVD 88     -       531.956  (meters)    1745.26   (feet)  ADJUSTED  
 DP0053  ___________________________________________________________________
 DP0053  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DP0053  DYNAMIC HT  -         531.289 (meters)    1743.07  (feet)  COMP
 DP0053  MODELED GRAV-     979,369.1   (mgal)                       NAVD 88
 DP0053
 DP0053  VERT ORDER  -  SECOND    CLASS 0
 DP0053
 DP0053.The horizontal coordinates were scaled from a topographic map and have
 DP0053.an estimated accuracy of +/- 6 seconds.
 DP0053
 DP0053.The orthometric height was determined by differential leveling
 DP0053.and adjusted by the National Geodetic Survey in June 1991..
 DP0053
 DP0053.The geoid height was determined by GEOID03.
 DP0053
 DP0053.The dynamic height is computed by dividing the NAVD 88
 DP0053.geopotential number by the normal gravity value computed on the
 DP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0053.degrees latitude (g = 980.6199 gals.).
 DP0053
 DP0053.The modeled gravity was interpolated from observed gravity values.
 DP0053
 DP0053;                    North         East    Units  Estimated Accuracy
 DP0053;SPC TXNC     - 2,164,280.      442,340.      MT  (+/- 180 meters Scaled)
 DP0053
 DP0053                          SUPERSEDED SURVEY CONTROL
 DP0053
 DP0053  NGVD 29 (??/??/92)  531.762  (m)         1744.62   (f) ADJ UNCH    2 0
 DP0053
 DP0053.Superseded values are not recommended for survey control.
 DP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0053.See file dsdata.txt to determine how the superseded data were derived.
 DP0053
 DP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB890670(NAD 83)
 DP0053_MARKER: DB = BENCH MARK DISK
 DP0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0053_STAMPING: W 475 1935
 DP0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0053+STABILITY: SURFACE MOTION
 DP0053
 DP0053  HISTORY     - Date     Condition        Report By
 DP0053  HISTORY     - 1935     MONUMENTED       CGS
 DP0053  HISTORY     - 1958     GOOD             NGS
 DP0053
 DP0053                          STATION DESCRIPTION
 DP0053
 DP0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0053'2.2 MI E FROM ASPERMONT.
 DP0053'2.2 MILES EAST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION AT
 DP0053'ASPERMONT, STONEWALL COUNTY, 60 FEET SOUTH OF MILEPOST B 142, 44 FEET
 DP0053'SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET NORTH OF A FENCE.  A
 DP0053'STANDARD DISK, STAMPED W 475 1935 AND SET IN THE TOP OF A CONCRETE
 DP0053'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0024 ***********************************************************************
 CB0024  DESIGNATION -  W 476
 CB0024  PID         -  CB0024
 CB0024  STATE/COUNTY-  TX/COKE
 CB0024  USGS QUAD   -  TENNYSON (1984)
 CB0024
 CB0024                         *CURRENT SURVEY CONTROL
 CB0024  ___________________________________________________________________
 CB0024* NAD 83(1986)-  31 41 03.     (N)    100 19 07.     (W)     SCALED    
 CB0024* NAVD 88     -       600.918  (meters)    1971.51   (feet)  ADJUSTED  
 CB0024  ___________________________________________________________________
 CB0024  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 CB0024  DYNAMIC HT  -         600.111 (meters)    1968.86  (feet)  COMP
 CB0024  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 CB0024
 CB0024  VERT ORDER  -  SECOND    CLASS 0
 CB0024
 CB0024.The horizontal coordinates were scaled from a topographic map and have
 CB0024.an estimated accuracy of +/- 6 seconds.
 CB0024
 CB0024.The orthometric height was determined by differential leveling
 CB0024.and adjusted by the National Geodetic Survey in June 1991..
 CB0024
 CB0024.The geoid height was determined by GEOID03.
 CB0024
 CB0024.The dynamic height is computed by dividing the NAVD 88
 CB0024.geopotential number by the normal gravity value computed on the
 CB0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0024.degrees latitude (g = 980.6199 gals.).
 CB0024
 CB0024.The modeled gravity was interpolated from observed gravity values.
 CB0024
 CB0024;                    North         East    Units  Estimated Accuracy
 CB0024;SPC TX C     - 3,223,660.      701,400.      MT  (+/- 180 meters Scaled)
 CB0024
 CB0024                          SUPERSEDED SURVEY CONTROL
 CB0024
 CB0024  NGVD 29 (??/??/92)  600.735  (m)         1970.91   (f) ADJ UNCH    2 0
 CB0024
 CB0024.Superseded values are not recommended for survey control.
 CB0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0024.See file dsdata.txt to determine how the superseded data were derived.
 CB0024
 CB0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA750061(NAD 83)
 CB0024_MARKER: DB = BENCH MARK DISK
 CB0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0024_STAMPING: 1970.911 W 476 1935
 CB0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0024+STABILITY: SURFACE MOTION
 CB0024
 CB0024  HISTORY     - Date     Condition        Report By
 CB0024  HISTORY     - 1935     MONUMENTED       CGS
 CB0024  HISTORY     - 1947     GOOD             NGS
 CB0024
 CB0024                          STATION DESCRIPTION
 CB0024
 CB0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CB0024'2.0 MI N FROM WOOLAND.
 CB0024'IN COKE COUNTY, 2.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE
 CB0024'RAILWAY FROM THE STATION AT WOOLAND, TOM GREEN COUNTY, 4.5 MILES SOUTH
 CB0024'OF THE STATION AT TENNYSON, 80 FEET EAST OF MILEPOST 700, AT THE NORTH
 CB0024'END OF A CUT, 44 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET
 CB0024'WEST OF THE FENCE.  A STANDARD DISK, STAMPED 1970.911 W 476 1935 AND
 CB0024'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0617 ***********************************************************************
 CA0617  DESIGNATION -  W 477
 CA0617  PID         -  CA0617
 CA0617  STATE/COUNTY-  TX/CONCHO
 CA0617  USGS QUAD   -  EDEN (1970)
 CA0617
 CA0617                         *CURRENT SURVEY CONTROL
 CA0617  ___________________________________________________________________
 CA0617* NAD 83(1986)-  31 13 49.     (N)    099 50 43.     (W)     SCALED    
 CA0617* NAVD 88     -       630.115  (meters)    2067.30   (feet)  ADJUSTED  
 CA0617  ___________________________________________________________________
 CA0617  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CA0617  DYNAMIC HT  -         629.239 (meters)    2064.43  (feet)  COMP
 CA0617  MODELED GRAV-     979,230.3   (mgal)                       NAVD 88
 CA0617
 CA0617  VERT ORDER  -  SECOND    CLASS 0
 CA0617
 CA0617.The horizontal coordinates were scaled from a topographic map and have
 CA0617.an estimated accuracy of +/- 6 seconds.
 CA0617
 CA0617.The orthometric height was determined by differential leveling
 CA0617.and adjusted by the National Geodetic Survey in June 1991..
 CA0617
 CA0617.The geoid height was determined by GEOID03.
 CA0617
 CA0617.The dynamic height is computed by dividing the NAVD 88
 CA0617.geopotential number by the normal gravity value computed on the
 CA0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0617.degrees latitude (g = 980.6199 gals.).
 CA0617
 CA0617.The modeled gravity was interpolated from observed gravity values.
 CA0617
 CA0617;                    North         East    Units  Estimated Accuracy
 CA0617;SPC TX C     - 3,173,440.      746,490.      MT  (+/- 180 meters Scaled)
 CA0617
 CA0617                          SUPERSEDED SURVEY CONTROL
 CA0617
 CA0617  NGVD 29 (??/??/92)  630.009  (m)         2066.95   (f) ADJ UNCH    2 0
 CA0617
 CA0617.Superseded values are not recommended for survey control.
 CA0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0617.See file dsdata.txt to determine how the superseded data were derived.
 CA0617
 CA0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV194554(NAD 83)
 CA0617_MARKER: DB = BENCH MARK DISK
 CA0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0617_SP_SET: ABUTMENT
 CA0617_STAMPING: W 477 1935
 CA0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0617
 CA0617  HISTORY     - Date     Condition        Report By
 CA0617  HISTORY     - 1935     MONUMENTED       CGS
 CA0617  HISTORY     - 1940     GOOD             NGS
 CA0617  HISTORY     - 1970     POOR             USGS
 CA0617  HISTORY     - 1981     GOOD             NGS
 CA0617  HISTORY     - 19991231 GOOD             USPSQD
 CA0617  HISTORY     - 20050727 GOOD             USPSQD
 CA0617
 CA0617                          STATION DESCRIPTION
 CA0617
 CA0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0617'0.9 MI N FROM EDEN.
 CA0617'0.9 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT EDEN, 100
 CA0617'YARDS SOUTH OF THE CENTER OF A ROAD CROSSING, AT A 6- BY A 6-FOOT
 CA0617'CONCRETE CULVERT, IN THE TOP OF THE CENTER OF THE WEST ABUTMENT, AND
 CA0617'16 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 CA0617'STAMPED W 477 1935.
 CA0617
 CA0617                          STATION RECOVERY (1970)
 CA0617
 CA0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CA0617'MARK RECOVERED IN POOR CONDITION.
 CA0617
 CA0617                          STATION RECOVERY (1981)
 CA0617
 CA0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0617'1.5 KM (0.9 MI) NORTH ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH
 CA0617'U.S. HIGHWAY 87 IN EDEN, 0.2 KM (0.1 MI) SOUTH OF A FIELD ROAD
 CA0617'LEADING EAST IN THE TOP CENTER OF THE WEST HEADWALL OF A 6 X 6 FOOT
 CA0617'CONCRETE BOX CULVERT. 8.4 KM (27.5 FT) W OF THE CENTERLINE OF THE
 CA0617'HIGHWAY.
 CA0617
 CA0617                          STATION RECOVERY (1999)
 CA0617
 CA0617'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0617'RECOVERED IN GOOD CONDITION.
 CA0617
 CA0617                          STATION RECOVERY (2005)
 CA0617
 CA0617'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CA0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0309 ***********************************************************************
 CS0309  DESIGNATION -  W 478
 CS0309  PID         -  CS0309
 CS0309  STATE/COUNTY-  TX/KAUFMAN
 CS0309  USGS QUAD   -  ELMO (1981)
 CS0309
 CS0309                         *CURRENT SURVEY CONTROL
 CS0309  ___________________________________________________________________
 CS0309* NAD 83(1986)-  32 40 25.     (N)    096 11 12.     (W)     SCALED    
 CS0309* NAVD 88     -       159.953  (meters)     524.78   (feet)  ADJUSTED  
 CS0309  ___________________________________________________________________
 CS0309  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0309  DYNAMIC HT  -         159.774 (meters)     524.19  (feet)  COMP
 CS0309  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 CS0309
 CS0309  VERT ORDER  -  SECOND    CLASS 0
 CS0309
 CS0309.The horizontal coordinates were scaled from a topographic map and have
 CS0309.an estimated accuracy of +/- 6 seconds.
 CS0309
 CS0309.The orthometric height was determined by differential leveling
 CS0309.and adjusted by the National Geodetic Survey in June 1991..
 CS0309
 CS0309.The geoid height was determined by GEOID03.
 CS0309
 CS0309.The dynamic height is computed by dividing the NAVD 88
 CS0309.geopotential number by the normal gravity value computed on the
 CS0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0309.degrees latitude (g = 980.6199 gals.).
 CS0309
 CS0309.The modeled gravity was interpolated from observed gravity values.
 CS0309
 CS0309;                    North         East    Units  Estimated Accuracy
 CS0309;SPC TXNC     - 2,114,050.      816,940.      MT  (+/- 180 meters Scaled)
 CS0309
 CS0309                          SUPERSEDED SURVEY CONTROL
 CS0309
 CS0309  NGVD 29 (??/??/92)  159.964  (m)          524.82   (f) ADJ UNCH    2 0
 CS0309
 CS0309.Superseded values are not recommended for survey control.
 CS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0309.See file dsdata.txt to determine how the superseded data were derived.
 CS0309
 CS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB638186(NAD 83)
 CS0309_MARKER: DB = BENCH MARK DISK
 CS0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0309_STAMPING: W 478 1948
 CS0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0309+STABILITY: SURFACE MOTION
 CS0309
 CS0309  HISTORY     - Date     Condition        Report By
 CS0309  HISTORY     - 1948     MONUMENTED       CGS
 CS0309
 CS0309                          STATION DESCRIPTION
 CS0309
 CS0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0309'7.2 MI SE FROM TERRELL.
 CS0309'1.6 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE UNION STATION AT
 CS0309'TERRELL, THENCE 5.6 MILES SOUTHEAST ALONG THE TERRELL-HIRAM ROAD, 128
 CS0309'YARDS (PACED) NORTHWEST OF A ROAD INTERSECTION AND A POINT WHERE THE
 CS0309'TERRELL-HIRAM ROAD TURNS NORTHEAST, 100.0 FEET NORTHEAST OF THE CENTER
 CS0309'LINE OF THE ROAD, 55.2 FEET EAST NORTHEAST OF THE SOUTHEAST EDGE OF A
 CS0309'HISTORIC GRANITE MONUMENT ERECTED BY THE STATE OF TEXAS, 25.7 FEET
 CS0309'SOUTHWEST OF THE SOUTH CORNER OF COLLEGE MOUND CHURCH, 24.6 FEET
 CS0309'SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE SIDEWALK LEADING TO THE
 CS0309'SOUTHWEST ENTRANCE OF THE CHURCH, AND SET IN THE TOP OF A CONCRETE
 CS0309'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0258 ***********************************************************************
 CS0258  DESIGNATION -  W 479
 CS0258  PID         -  CS0258
 CS0258  STATE/COUNTY-  TX/VAN ZANDT
 CS0258  USGS QUAD   -  WILLS POINT (1981)
 CS0258
 CS0258                         *CURRENT SURVEY CONTROL
 CS0258  ___________________________________________________________________
 CS0258* NAD 83(1986)-  32 40 05.     (N)    096 02 37.     (W)     SCALED    
 CS0258* NAVD 88     -       151.616  (meters)     497.43   (feet)  ADJUSTED  
 CS0258  ___________________________________________________________________
 CS0258  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0258  DYNAMIC HT  -         151.445 (meters)     496.87  (feet)  COMP
 CS0258  MODELED GRAV-     979,508.6   (mgal)                       NAVD 88
 CS0258
 CS0258  VERT ORDER  -  SECOND    CLASS 0
 CS0258
 CS0258.The horizontal coordinates were scaled from a topographic map and have
 CS0258.an estimated accuracy of +/- 6 seconds.
 CS0258
 CS0258.The orthometric height was determined by differential leveling
 CS0258.and adjusted by the National Geodetic Survey in June 1991..
 CS0258
 CS0258.The geoid height was determined by GEOID03.
 CS0258
 CS0258.The dynamic height is computed by dividing the NAVD 88
 CS0258.geopotential number by the normal gravity value computed on the
 CS0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0258.degrees latitude (g = 980.6199 gals.).
 CS0258
 CS0258.The modeled gravity was interpolated from observed gravity values.
 CS0258
 CS0258;                    North         East    Units  Estimated Accuracy
 CS0258;SPC TXNC     - 2,113,740.      830,370.      MT  (+/- 180 meters Scaled)
 CS0258
 CS0258                          SUPERSEDED SURVEY CONTROL
 CS0258
 CS0258  NGVD 29 (??/??/92)  151.624  (m)          497.45   (f) ADJ UNCH    2 0
 CS0258
 CS0258.Superseded values are not recommended for survey control.
 CS0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0258.See file dsdata.txt to determine how the superseded data were derived.
 CS0258
 CS0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB772183(NAD 83)
 CS0258_MARKER: DB = BENCH MARK DISK
 CS0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0258_STAMPING: W 479 1948
 CS0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0258+STABILITY: SURFACE MOTION
 CS0258
 CS0258  HISTORY     - Date     Condition        Report By
 CS0258  HISTORY     - 1948     MONUMENTED       CGS
 CS0258  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 CS0258
 CS0258                          STATION DESCRIPTION
 CS0258
 CS0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0258'4.15 MI SW FROM WILLS POINT.
 CS0258'2.8 MILES SOUTHWEST ALONG FARM ROAD 47 FROM THE TEXAS AND PACIFIC
 CS0258'RAILWAY STATION AT WILLS POINT, THENCE 1.1 MILES WEST ALONG A GRADED
 CS0258'DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A GRADED DIRT ROAD, 0.2 MILE
 CS0258'WEST AND 0.75 MILE NORTH OF BENCH MARK V 479, 62.0 FEET SOUTH OF THE
 CS0258'CENTER LINE OF A DRIVE LEADING TO A FARMHOUSE, 47.7 FEET EAST OF THE
 CS0258'SOUTHEAST CORNER OF A FARMHOUSE, 26.0 FEET WEST OF THE CENTER LINE OF
 CS0258'THE ROAD, 9.0 FEET SOUTH OF THE SOUTH END OF A SMALL GATE ACROSS THE
 CS0258'ENTRANCE TO THE FRONT YARD, 2.2 FEET NORTH OF A REFERENCE POST, 1.7
 CS0258'FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CS0258'0.2 FOOT ABOVE THE GROUND.
 CS0258
 CS0258                          STATION RECOVERY (1995)
 CS0258
 CS0258'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0154 ***********************************************************************
 AB0154  DESIGNATION -  W 48
 AB0154  PID         -  AB0154
 AB0154  STATE/COUNTY-  TX/CAMERON
 AB0154  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0154
 AB0154                         *CURRENT SURVEY CONTROL
 AB0154  ___________________________________________________________________
 AB0154* NAD 83(1986)-  25 55 57.     (N)    097 31 14.     (W)     SCALED    
 AB0154* NAVD 88     -        11.668  (meters)      38.28   (feet)  ADJUSTED  
 AB0154  ___________________________________________________________________
 AB0154  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AB0154  DYNAMIC HT  -          11.649 (meters)      38.22  (feet)  COMP
 AB0154  MODELED GRAV-     979,027.6   (mgal)                       NAVD 88
 AB0154
 AB0154  VERT ORDER  -  FIRST     CLASS II
 AB0154
 AB0154.The horizontal coordinates were scaled from a topographic map and have
 AB0154.an estimated accuracy of +/- 6 seconds.
 AB0154
 AB0154.The orthometric height was determined by differential leveling
 AB0154.and adjusted by the National Geodetic Survey in June 1991..
 AB0154
 AB0154.The geoid height was determined by GEOID03.
 AB0154
 AB0154.The dynamic height is computed by dividing the NAVD 88
 AB0154.geopotential number by the normal gravity value computed on the
 AB0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0154.degrees latitude (g = 980.6199 gals.).
 AB0154
 AB0154.The modeled gravity was interpolated from observed gravity values.
 AB0154
 AB0154;                    North         East    Units  Estimated Accuracy
 AB0154;SPC TX S     - 5,029,830.      398,120.      MT  (+/- 180 meters Scaled)
 AB0154
 AB0154                          SUPERSEDED SURVEY CONTROL
 AB0154
 AB0154  NGVD 29 (??/??/92)   11.745  (m)           38.53   (f) ADJ UNCH    1 2
 AB0154
 AB0154.Superseded values are not recommended for survey control.
 AB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0154.See file dsdata.txt to determine how the superseded data were derived.
 AB0154
 AB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP481690(NAD 83)
 AB0154_MARKER: DB = BENCH MARK DISK
 AB0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0154_STAMPING: ELEV 38.497 FT W 48 1918
 AB0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0154+STABILITY: SURFACE MOTION
 AB0154
 AB0154  HISTORY     - Date     Condition        Report By
 AB0154  HISTORY     - 1918     MONUMENTED       CGS
 AB0154  HISTORY     - 1951     GOOD             NGS
 AB0154  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0154  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0154  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0154
 AB0154                          STATION DESCRIPTION
 AB0154
 AB0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 AB0154'3.0 MI N FROM BROWNSVILLE.
 AB0154'3.0 MILES NORTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0154'BROWNSVILLE, CAMERON COUNTY, 0.2 MILE NORTH OF THE CROSSING OF STATE
 AB0154'HIGHWAY 48, 7 FEET NORTH OF MILEPOST 3, 47 FEET WEST OF THE CENTERLINE
 AB0154'OF THE TRACK, 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF
 AB0154'A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE TRACK. A
 AB0154'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 AB0154'ABOVE GROUND.
 AB0154
 AB0154                          STATION RECOVERY (1951)
 AB0154
 AB0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0154'RECOVERED IN GOOD CONDITION.
 AB0154
 AB0154                          STATION RECOVERY (1981)
 AB0154
 AB0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0154'SEARCHED FOR, NOT RECOVERED.
 AB0154
 AB0154                          STATION RECOVERY (1988)
 AB0154
 AB0154'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0154'MARK NOT FOUND.
 AB0154
 AB0154                          STATION RECOVERY (1991)
 AB0154
 AB0154'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0992 ***********************************************************************
 CR0992  DESIGNATION -  W 480 RESET
 CR0992  PID         -  CR0992
 CR0992  STATE/COUNTY-  TX/VAN ZANDT
 CR0992  USGS QUAD   -  EDGEWOOD (1981)
 CR0992
 CR0992                         *CURRENT SURVEY CONTROL
 CR0992  ___________________________________________________________________
 CR0992* NAD 83(1986)-  32 38 24.     (N)    095 57 33.     (W)     SCALED    
 CR0992* NAVD 88     -       150.61   (+/-2cm)     494.1    (feet)  VERTCON   
 CR0992  ___________________________________________________________________
 CR0992  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0992
 CR0992  VERT ORDER  -  THIRD (See Below)
 CR0992
 CR0992.The horizontal coordinates were scaled from a topographic map and have
 CR0992.an estimated accuracy of +/- 6 seconds.
 CR0992
 CR0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0992.The vertical order pertains to the NGVD 29 superseded value.
 CR0992
 CR0992.The geoid height was determined by GEOID03.
 CR0992
 CR0992;                    North         East    Units  Estimated Accuracy
 CR0992;SPC TXNC     - 2,110,820.      838,360.      MT  (+/- 180 meters Scaled)
 CR0992
 CR0992                          SUPERSEDED SURVEY CONTROL
 CR0992
 CR0992  NGVD 29 (??/??/??)  150.62   (m)          494.2    (f) RESET       3  
 CR0992
 CR0992.Superseded values are not recommended for survey control.
 CR0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0992.See file dsdata.txt to determine how the superseded data were derived.
 CR0992
 CR0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS223152(NAD 83)
 CR0992_MARKER: DB = BENCH MARK DISK
 CR0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0992_STAMPING: W 480 RESET 1955
 CR0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0992+STABILITY: SURFACE MOTION
 CR0992
 CR0992  HISTORY     - Date     Condition        Report By
 CR0992  HISTORY     - 1955     MONUMENTED       CGS
 CR0992  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR0992
 CR0992                          STATION DESCRIPTION
 CR0992
 CR0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR0992'2.8 MI NW FROM MYRTLE SPRINGS.
 CR0992'2.8 MILES NORTHWEST ALONG HIGHWAY NO. 64 FROM THE CROSS ROAD IN MYRTLE
 CR0992'SPRINGS, 0.7 MILE SOUTHEAST OF B.M. V 480 RESET, ABOUT 75 FEET
 CR0992'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND OPPOSITE OF A FARMYARD,
 CR0992'30 FEET SOUTH OF A SMALL WOODED DRAW AND ABOUT 60 YARDS NORTH OF A
 CR0992'CONCRETE CULVERT.  IT IS ABOUT 3 FEET SOUTH OF A FENCE LINE AND 18
 CR0992'INCHES WEST OF A 4 X 4 POST.  A STANDARD DISK STAMPED W 480 RESET 1955
 CR0992'AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
 CR0992
 CR0992                          STATION RECOVERY (1993)
 CR0992
 CR0992'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0701 ***********************************************************************
 AY0701  DESIGNATION -  W 481 RESET 1946
 AY0701  PID         -  AY0701
 AY0701  STATE/COUNTY-  TX/BEXAR
 AY0701  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0701
 AY0701                         *CURRENT SURVEY CONTROL
 AY0701  ___________________________________________________________________
 AY0701* NAD 83(1986)-  29 26 53.     (N)    098 32 30.     (W)     SCALED    
 AY0701* NAVD 88     -       214.300  (meters)     703.08   (feet)  ADJUSTED  
 AY0701  ___________________________________________________________________
 AY0701  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY0701  DYNAMIC HT  -         213.988 (meters)     702.06  (feet)  COMP
 AY0701  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AY0701
 AY0701  VERT ORDER  -  FIRST     CLASS II
 AY0701
 AY0701.The horizontal coordinates were scaled from a topographic map and have
 AY0701.an estimated accuracy of +/- 6 seconds.
 AY0701
 AY0701.The orthometric height was determined by differential leveling
 AY0701.and adjusted by the National Geodetic Survey in June 1991..
 AY0701
 AY0701.The geoid height was determined by GEOID03.
 AY0701
 AY0701.The dynamic height is computed by dividing the NAVD 88
 AY0701.geopotential number by the normal gravity value computed on the
 AY0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0701.degrees latitude (g = 980.6199 gals.).
 AY0701
 AY0701.The modeled gravity was interpolated from observed gravity values.
 AY0701
 AY0701;                    North         East    Units  Estimated Accuracy
 AY0701;SPC TXSC     - 4,179,040.      644,460.      MT  (+/- 180 meters Scaled)
 AY0701
 AY0701                          SUPERSEDED SURVEY CONTROL
 AY0701
 AY0701  NGVD 29 (??/??/92)  214.176  (m)          702.68   (f) ADJ UNCH    1 2
 AY0701
 AY0701.Superseded values are not recommended for survey control.
 AY0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0701.See file dsdata.txt to determine how the superseded data were derived.
 AY0701
 AY0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT444577(NAD 83)
 AY0701_MARKER: DB = BENCH MARK DISK
 AY0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0701_STAMPING: W 481 1935 RESET 1946
 AY0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0701+STABILITY: SURFACE MOTION
 AY0701
 AY0701  HISTORY     - Date     Condition        Report By
 AY0701  HISTORY     - 1946     MONUMENTED       CGS
 AY0701  HISTORY     - 19950504 GOOD             USPSQD
 AY0701
 AY0701                          STATION DESCRIPTION
 AY0701
 AY0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0701'IN SAN ANTONIO.
 AY0701'AT SAN ANTONIO, AT THE NORTHEAST CORNER OF THE JUNCTION OF KENTUCKY
 AY0701'AVENUE AND EMORY STREET, AT THE SOUTHWEST CORNER OF THE PLAYGROUND OF
 AY0701'THE MARIN B. FENWICK SCHOOL, IN THE CORNER OF THE SIDEWALKS, 16.5 FEET
 AY0701'NORTH OF THE NORTH CURB OF KENTUCKY AVENUE, 15.5 FEET EAST OF THE EAST
 AY0701'CURB OF EMORY STREET, SET IN THE TOP OF A CONCRETE POST, 0.4 FOOT
 AY0701'ABOVE THE LEVEL OF THE SIDEWALK.  NOTE-- THE SOUTHWEST CORNER OF THE
 AY0701'POST IS BATTERED.
 AY0701
 AY0701                          STATION RECOVERY (1995)
 AY0701
 AY0701'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0628 ***********************************************************************
 CR0628  DESIGNATION -  W 482
 CR0628  PID         -  CR0628
 CR0628  STATE/COUNTY-  TX/HENDERSON
 CR0628  USGS QUAD   -  STOCKARD (1984)
 CR0628
 CR0628                         *CURRENT SURVEY CONTROL
 CR0628  ___________________________________________________________________
 CR0628* NAD 83(1986)-  32 18 26.     (N)    095 56 20.     (W)     SCALED    
 CR0628* NAVD 88     -       125.805  (meters)     412.75   (feet)  ADJUSTED  
 CR0628  ___________________________________________________________________
 CR0628  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CR0628  DYNAMIC HT  -         125.659 (meters)     412.27  (feet)  COMP
 CR0628  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 CR0628
 CR0628  VERT ORDER  -  SECOND    CLASS 0
 CR0628
 CR0628.The horizontal coordinates were scaled from a topographic map and have
 CR0628.an estimated accuracy of +/- 6 seconds.
 CR0628
 CR0628.The orthometric height was determined by differential leveling
 CR0628.and adjusted by the National Geodetic Survey in June 1991..
 CR0628
 CR0628.The geoid height was determined by GEOID03.
 CR0628
 CR0628.The dynamic height is computed by dividing the NAVD 88
 CR0628.geopotential number by the normal gravity value computed on the
 CR0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0628.degrees latitude (g = 980.6199 gals.).
 CR0628
 CR0628.The modeled gravity was interpolated from observed gravity values.
 CR0628
 CR0628;                    North         East    Units  Estimated Accuracy
 CR0628;SPC TXNC     - 2,073,970.      841,160.      MT  (+/- 180 meters Scaled)
 CR0628
 CR0628                          SUPERSEDED SURVEY CONTROL
 CR0628
 CR0628  NGVD 29 (??/??/92)  125.815  (m)          412.78   (f) ADJ UNCH    2 0
 CR0628
 CR0628.Superseded values are not recommended for survey control.
 CR0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0628.See file dsdata.txt to determine how the superseded data were derived.
 CR0628
 CR0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR232782(NAD 83)
 CR0628_MARKER: DB = BENCH MARK DISK
 CR0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0628_STAMPING: W 482 1948
 CR0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0628+STABILITY: SURFACE MOTION
 CR0628
 CR0628  HISTORY     - Date     Condition        Report By
 CR0628  HISTORY     - 1948     MONUMENTED       CGS
 CR0628  HISTORY     - 1978     GOOD             USGS
 CR0628
 CR0628                          STATION DESCRIPTION
 CR0628
 CR0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0628'6.95 MI NE FROM EUSTACE.
 CR0628'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0628'AT EUSTACE, THENCE 2.75 MILES NORTH ALONG AN ASPHALT ROAD, AT A ROAD
 CR0628'JUNCTION, AT A POINT WHERE THE ASPHALT ROAD TURNS EAST, 50.0 FEET
 CR0628'NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST, 49.0 FEET
 CR0628'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 40.5 FEET NORTHWEST OF
 CR0628'THE NORTH END OF A WIRE GATE, 3.6 FEET SOUTH OF A 12-INCH OAK TREE,
 CR0628'3.4 FEET NORTH OF A 12-INCH ELM TREE, 1.6 FEET WEST OF A REFERENCE
 CR0628'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CR0628'THE GROUND.
 CR0628
 CR0628                          STATION RECOVERY (1978)
 CR0628
 CR0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0628'4.2 MILES SE ALONG US HWY 175 FROM THE CHURCH OF CHRIST AT EUSTACE,
 CR0628'THENCE 2.75 MILES N ALONG A GRAVELED ROAD, AT A ROAD JUNCTION AT A
 CR0628'POINT WHERE THE ASPHALT ROAD TURNS E, 62 FT. N OF THE EXTENDED CENTER
 CR0628'LINE OF AN ROAD LEADING E, 49.0 FT. W OF THE CENTER LINE OF THE N-S
 CR0628'ROAD, 17.0 FT. W OF ROW FENCE, 20 FT. S OF A 24 INCH OAK TREE AND SET
 CR0628'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0250 ***********************************************************************
 BY0250  DESIGNATION -  W 484
 BY0250  PID         -  BY0250
 BY0250  STATE/COUNTY-  TX/SHELBY
 BY0250  USGS QUAD   -  NEUVILLE (1984)
 BY0250
 BY0250                         *CURRENT SURVEY CONTROL
 BY0250  ___________________________________________________________________
 BY0250* NAD 83(1986)-  31 38 18.     (N)    094 13 44.     (W)     SCALED    
 BY0250* NAVD 88     -        80.81   (+/-2cm)     265.1    (feet)  VERTCON   
 BY0250  ___________________________________________________________________
 BY0250  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY0250
 BY0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0250
 BY0250.The horizontal coordinates were scaled from a topographic map and have
 BY0250.an estimated accuracy of +/- 6 seconds.
 BY0250
 BY0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0250.The vertical order pertains to the NGVD 29 superseded value.
 BY0250
 BY0250.The geoid height was determined by GEOID03.
 BY0250
 BY0250;                    North         East    Units  Estimated Accuracy
 BY0250;SPC TX C     - 3,234,460.    1,278,760.      MT  (+/- 180 meters Scaled)
 BY0250
 BY0250                          SUPERSEDED SURVEY CONTROL
 BY0250
 BY0250  NGVD 29 (??/??/92)   80.842  (m)          265.23   (f) ADJ UNCH    2 0
 BY0250
 BY0250.Superseded values are not recommended for survey control.
 BY0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0250.See file dsdata.txt to determine how the superseded data were derived.
 BY0250
 BY0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR834010(NAD 83)
 BY0250_MARKER: DB = BENCH MARK DISK
 BY0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0250_STAMPING: W-484 1949
 BY0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0250+STABILITY: SURFACE MOTION
 BY0250
 BY0250  HISTORY     - Date     Condition        Report By
 BY0250  HISTORY     - 1949     MONUMENTED       CGS
 BY0250  HISTORY     - 1958     GOOD             USGS
 BY0250
 BY0250                          STATION DESCRIPTION
 BY0250
 BY0250'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0250'5.4 MI E FROM JERICHO.
 BY0250'1.75 MI. S ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL GROCERY
 BY0250'STORE AT JORICHO TO ROAD FORK.  TURN LEFT AND CONTINUE S ALONG SANDY
 BY0250'ROAD 3.0 MI. TO ABANDONED ROAD LEADING E, THEN E ALONG ABANDONED ROAD
 BY0250'0.5 MI. BM IS 138 YDS. (PACED) W OF THE POINT WHERE THE ROAD FORMERLY
 BY0250'CROSSED KIMBRO CREEK, 18.0 FT. S OF THE CENTER LINE OF THE ROAD, 7.7
 BY0250'FT. W OF A 12FT. SWEETGUM TREE, 7.3 FT. S OF A FENCE, 1.6 FT. W OF A
 BY0250'REFERENCE POST, A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 BY0250'PROJECTING 0.4 FT. ABOVE GROUND, STAMPED W-484 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0150 ***********************************************************************
 BY0150  DESIGNATION -  W 485
 BY0150  PID         -  BY0150
 BY0150  STATE/COUNTY-  TX/SHELBY
 BY0150  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0150
 BY0150                         *CURRENT SURVEY CONTROL
 BY0150  ___________________________________________________________________
 BY0150* NAD 83(1986)-  31 43 15.     (N)    094 20 21.     (W)     SCALED    
 BY0150* NAVD 88     -       114.56   (+/-2cm)     375.9    (feet)  VERTCON   
 BY0150  ___________________________________________________________________
 BY0150  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY0150
 BY0150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0150
 BY0150.The horizontal coordinates were scaled from a topographic map and have
 BY0150.an estimated accuracy of +/- 6 seconds.
 BY0150
 BY0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0150.The vertical order pertains to the NGVD 29 superseded value.
 BY0150
 BY0150.The geoid height was determined by GEOID03.
 BY0150
 BY0150;                    North         East    Units  Estimated Accuracy
 BY0150;SPC TX C     - 3,243,020.    1,267,820.      MT  (+/- 180 meters Scaled)
 BY0150
 BY0150                          SUPERSEDED SURVEY CONTROL
 BY0150
 BY0150  NGVD 29 (??/??/92)  114.583  (m)          375.93   (f) ADJ UNCH    2 0
 BY0150
 BY0150.Superseded values are not recommended for survey control.
 BY0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0150.See file dsdata.txt to determine how the superseded data were derived.
 BY0150
 BY0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR731102(NAD 83)
 BY0150_MARKER: DB = BENCH MARK DISK
 BY0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0150_STAMPING: W 485 1949
 BY0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0150+STABILITY: SURFACE MOTION
 BY0150
 BY0150  HISTORY     - Date     Condition        Report By
 BY0150  HISTORY     - 1949     MONUMENTED       CGS
 BY0150  HISTORY     - 1979     GOOD             USGS
 BY0150
 BY0150                          STATION DESCRIPTION
 BY0150
 BY0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0150'2.7 MI N FROM AIKEN.
 BY0150'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 7 FROM THE ELEMENTARY SCHOOL AT
 BY0150'AIKEN, THENCE 2.4 MILES NORTH ALONG THE AIKEN-ARCADA ROAD, AT A ROAD
 BY0150'JUNCTION, 290.0 FEET SOUTHWEST OF THE CENTER OF THE ROAD JUNCTION,
 BY0150'237.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF WALNUT GROVE SCHOOL,
 BY0150'77.0 FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST,
 BY0150'7.5 FEET SOUTH OF THE SOUTHWEST CORNER OF WALNUT GROVE CHURCH, 1.9
 BY0150'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0150'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0150
 BY0150                          STATION RECOVERY (1979)
 BY0150
 BY0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0150'0.3 MILES NORTHEAST ALONG STATE HIGHWAY. 7 FROM THE ELEMENTARY SCHOOL
 BY0150'AT AIKEN, THENCE 2.4 MILES NORTH ALONG THE AIKEN- ARCADA ROAD TO A
 BY0150'ROAD JUNCTION, 290 FEET SOUTHWEST OF THE CENTER OF THE ROAD JUNCTION,
 BY0150'75 FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST, 13
 BY0150'FEET NORTHWEST OF A 36 INCH OAK TREE, 19 FEET WEST-NORTHWEST OF A 36
 BY0150'INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BY0150'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0044 ***********************************************************************
 BY0044  DESIGNATION -  W 486
 BY0044  PID         -  BY0044
 BY0044  STATE/COUNTY-  TX/SHELBY
 BY0044  USGS QUAD   -  TIMPSON (1984)
 BY0044
 BY0044                         *CURRENT SURVEY CONTROL
 BY0044  ___________________________________________________________________
 BY0044* NAD 83(1986)-  31 52 52.     (N)    094 25 22.     (W)     SCALED    
 BY0044* NAVD 88     -       118.393  (meters)     388.43   (feet)  ADJUSTED  
 BY0044  ___________________________________________________________________
 BY0044  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY0044  DYNAMIC HT  -         118.250 (meters)     387.96  (feet)  COMP
 BY0044  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 BY0044
 BY0044  VERT ORDER  -  FIRST     CLASS II
 BY0044
 BY0044.The horizontal coordinates were scaled from a topographic map and have
 BY0044.an estimated accuracy of +/- 6 seconds.
 BY0044
 BY0044.The orthometric height was determined by differential leveling
 BY0044.and adjusted by the National Geodetic Survey in June 1991..
 BY0044.WARNING-Repeat measurements at this control monument indicate possible
 BY0044.vertical movement.
 BY0044
 BY0044.The geoid height was determined by GEOID03.
 BY0044
 BY0044.The dynamic height is computed by dividing the NAVD 88
 BY0044.geopotential number by the normal gravity value computed on the
 BY0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0044.degrees latitude (g = 980.6199 gals.).
 BY0044
 BY0044.The modeled gravity was interpolated from observed gravity values.
 BY0044
 BY0044;                    North         East    Units  Estimated Accuracy
 BY0044;SPC TX C     - 3,260,350.    1,258,960.      MT  (+/- 180 meters Scaled)
 BY0044
 BY0044                          SUPERSEDED SURVEY CONTROL
 BY0044
 BY0044  NGVD 29 (??/??/92)  118.402  (m)          388.46   (f) ADJ UNCH    1 2
 BY0044
 BY0044.Superseded values are not recommended for survey control.
 BY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0044.See file dsdata.txt to determine how the superseded data were derived.
 BY0044
 BY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR654281(NAD 83)
 BY0044_MARKER: DB = BENCH MARK DISK
 BY0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0044_STAMPING: W 486 1949
 BY0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0044+STABILITY: SURFACE MOTION
 BY0044
 BY0044  HISTORY     - Date     Condition        Report By
 BY0044  HISTORY     - 1949     MONUMENTED       CGS
 BY0044  HISTORY     - 1952     GOOD             NGS
 BY0044  HISTORY     - 1958     GOOD             USGS
 BY0044  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0044
 BY0044                          STATION DESCRIPTION
 BY0044
 BY0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0044'2.3 MI SW FROM TIMPSON.
 BY0044'2.3 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0044'STATION AT TIMPSON, 69 FEET WEST OF THE NORTHWEST CORNER OF AN
 BY0044'ABANDONED HOUSE, 44 FEET EAST OF THE EAST RAIL, 17 FEET WEST OF THE
 BY0044'CENTER LINE OF A PRIVATE DIRT ROAD LEADING NORTH TO A HOUSE, 3 FEET
 BY0044'WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BY0044'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE-- ONLY
 BY0044'THE FOUNDATION REMAINS OF THE ABANDONED HOUSE MENTIONED IN THE
 BY0044'ORIGINAL DESCRIPTION.
 BY0044
 BY0044                          STATION RECOVERY (1958)
 BY0044
 BY0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BY0044'RECOVERED IN GOOD CONDITION.
 BY0044
 BY0044                          STATION RECOVERY (1979)
 BY0044
 BY0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0044'THE AREA WAS SEARCHED AND MARK WAS NOT FOUND. AREA IS COVERED WITH
 BY0044'LOTS OF BRUSH AND LEAVES FROM THE TREES. MAY BE COVERED WITH DIRT AND
 BY0044'UNDERGROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0206 ***********************************************************************
 BY0206  DESIGNATION -  W 487
 BY0206  PID         -  BY0206
 BY0206  STATE/COUNTY-  TX/SHELBY
 BY0206  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0206
 BY0206                         *CURRENT SURVEY CONTROL
 BY0206  ___________________________________________________________________
 BY0206* NAD 83(1986)-  31 43 19.     (N)    094 15 58.     (W)     SCALED    
 BY0206* NAVD 88     -       125.30   (+/-2cm)     411.1    (feet)  VERTCON   
 BY0206  ___________________________________________________________________
 BY0206  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY0206
 BY0206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0206
 BY0206.The horizontal coordinates were scaled from a topographic map and have
 BY0206.an estimated accuracy of +/- 6 seconds.
 BY0206
 BY0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0206.The vertical order pertains to the NGVD 29 superseded value.
 BY0206
 BY0206.The geoid height was determined by GEOID03.
 BY0206
 BY0206;                    North         East    Units  Estimated Accuracy
 BY0206;SPC TX C     - 3,243,520.    1,274,730.      MT  (+/- 180 meters Scaled)
 BY0206
 BY0206                          SUPERSEDED SURVEY CONTROL
 BY0206
 BY0206  NGVD 29 (??/??/92)  125.325  (m)          411.17   (f) ADJ UNCH    2 0
 BY0206
 BY0206.Superseded values are not recommended for survey control.
 BY0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0206.See file dsdata.txt to determine how the superseded data were derived.
 BY0206
 BY0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR800103(NAD 83)
 BY0206_MARKER: DB = BENCH MARK DISK
 BY0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0206_STAMPING: W 487 1949
 BY0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0206+STABILITY: SURFACE MOTION
 BY0206
 BY0206  HISTORY     - Date     Condition        Report By
 BY0206  HISTORY     - 1949     MONUMENTED       CGS
 BY0206  HISTORY     - 1967     GOOD             NGS
 BY0206  HISTORY     - 1979     GOOD             USGS
 BY0206
 BY0206                          STATION DESCRIPTION
 BY0206
 BY0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BY0206'5.3 MI NE FROM AIKEN.
 BY0206'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE ELEMENTARY SCHOOL
 BY0206'AT AIKEN, 59.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY
 BY0206'(MEASURED FROM A POINT 383.0 FEET NORTHEAST OF THE NORTHEAST END OF A
 BY0206'STONE GUARD RAIL ALONG THE NORTHWEST SIDE OF THE HIGHWAY AND OVER AN
 BY0206'8-FOOT CONCRETE BOX CULVERT), 49.8 FEET SOUTHWEST OF A TELEPHONE POLE,
 BY0206'11.5 FEET NORTHWEST OF A POINT IN LINE WITH A ROW OF TELEPHONE POLES,
 BY0206'4.0 FEET SOUTHWEST OF A 14-INCH PINE STUMP, 1.7 FEET NORTHEAST OF A
 BY0206'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY0206'FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS ON THE SOUTHWEST SLOPE OF
 BY0206'HILL, ABOUT 100 FEET NORTHEAST OF A FARM HOUSE, AT THE NORTHWEST
 BY0206'RIGHT-OF-WAY FENCE, AND BETWEEN 2 POWER LINE POLES.  THE MARK MAY BE
 BY0206'REACHED FROM THE COURTHOUSE IN CENTER BY GOING SOUTHWEST ALONG STATE
 BY0206'HIGHWAY 7 FOR 6.0 MILES TO SITE OF BENCH MARK.  IT IS AT TEXAS HIGHWAY
 BY0206'DEPARTMENT STATION 376 + 60.
 BY0206
 BY0206                          STATION RECOVERY (1979)
 BY0206
 BY0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0206'5.3 MILES NORTHEAST ALONG THE STATE HIGHWAY 7 FROM THE ELEMENTARY
 BY0206'SCHOOL AT AIKEN, TO THE NORTHEAST DRIVE OF A CIRCULAR DRIVE TO A
 BY0206'HOUSE OWNED BY ROLAND BARBE, 59 FEET NORTHWEST OF THE CENTERLINE OF
 BY0206'THE HIGHWAY, 5 FEET SOUTHEWEST OF A FENCE CORNER, 3 FEET NORTHEAST OF
 BY0206'A LIGHT POLE WITTH A TRANSFORMER, AND SET IN THE TOP OF A CONCRETE
 BY0206'POST PROJECTIJG 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0929 ***********************************************************************
 BY0929  DESIGNATION -  W 489
 BY0929  PID         -  BY0929
 BY0929  STATE/COUNTY-  TX/ANGELINA
 BY0929  USGS QUAD   -  MANNING (1980)
 BY0929
 BY0929                         *CURRENT SURVEY CONTROL
 BY0929  ___________________________________________________________________
 BY0929* NAD 83(1986)-  31 09 27.     (N)    094 32 29.     (W)     SCALED    
 BY0929* NAVD 88     -        68.24   (+/-2cm)     223.9    (feet)  VERTCON   
 BY0929  ___________________________________________________________________
 BY0929  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BY0929
 BY0929  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0929
 BY0929.The horizontal coordinates were scaled from a topographic map and have
 BY0929.an estimated accuracy of +/- 6 seconds.
 BY0929
 BY0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0929.The vertical order pertains to the NGVD 29 superseded value.
 BY0929
 BY0929.The geoid height was determined by GEOID03.
 BY0929
 BY0929;                    North         East    Units  Estimated Accuracy
 BY0929;SPC TX C     - 3,179,640.    1,251,930.      MT  (+/- 180 meters Scaled)
 BY0929
 BY0929                          SUPERSEDED SURVEY CONTROL
 BY0929
 BY0929  NGVD 29 (??/??/92)   68.264  (m)          223.96   (f) ADJ UNCH    2 0
 BY0929
 BY0929.Superseded values are not recommended for survey control.
 BY0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0929.See file dsdata.txt to determine how the superseded data were derived.
 BY0929
 BY0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ530480(NAD 83)
 BY0929_MARKER: DB = BENCH MARK DISK
 BY0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0929_STAMPING: W 489 1949
 BY0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0929+STABILITY: SURFACE MOTION
 BY0929
 BY0929  HISTORY     - Date     Condition        Report By
 BY0929  HISTORY     - 1949     MONUMENTED       CGS
 BY0929
 BY0929                          STATION DESCRIPTION
 BY0929
 BY0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0929'1.75 MI S FROM SHAWNEE PRAIRIE.
 BY0929'1.75 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL
 BY0929'AT SHAWNEE PRAIRIE, 107.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 BY0929'ABANDONED FARM HOUSE, 70.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BY0929'THE YARD FENCE, 66.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 60.0
 BY0929'FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE, 40.8 FEET NORTHEAST
 BY0929'OF AN 18-INCH HICKORY TREE, 17.7 FEET NORTHWEST OF A 28-INCH OAK TREE,
 BY0929'3.3 FEET NORTHEAST OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF A FENCE,
 BY0929'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BY0929'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0933 ***********************************************************************
 BZ0933  DESIGNATION -  W 49
 BZ0933  PID         -  BZ0933
 BZ0933  STATE/COUNTY-  TX/BELL
 BZ0933  USGS QUAD   -  KILLEEN (1995)
 BZ0933
 BZ0933                         *CURRENT SURVEY CONTROL
 BZ0933  ___________________________________________________________________
 BZ0933* NAD 83(1986)-  31 06 53.     (N)    097 42 54.     (W)     SCALED    
 BZ0933* NAVD 88     -       246.995  (meters)     810.35   (feet)  ADJUSTED  
 BZ0933  ___________________________________________________________________
 BZ0933  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BZ0933  DYNAMIC HT  -         246.664 (meters)     809.26  (feet)  COMP
 BZ0933  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 BZ0933
 BZ0933  VERT ORDER  -  FIRST     CLASS II
 BZ0933
 BZ0933.The horizontal coordinates were scaled from a topographic map and have
 BZ0933.an estimated accuracy of +/- 6 seconds.
 BZ0933
 BZ0933.The orthometric height was determined by differential leveling
 BZ0933.and adjusted by the National Geodetic Survey in June 1991..
 BZ0933
 BZ0933.The geoid height was determined by GEOID03.
 BZ0933
 BZ0933.The dynamic height is computed by dividing the NAVD 88
 BZ0933.geopotential number by the normal gravity value computed on the
 BZ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0933.degrees latitude (g = 980.6199 gals.).
 BZ0933
 BZ0933.The modeled gravity was interpolated from observed gravity values.
 BZ0933
 BZ0933;                    North         East    Units  Estimated Accuracy
 BZ0933;SPC TX C     - 3,163,460.      949,710.      MT  (+/- 180 meters Scaled)
 BZ0933
 BZ0933                          SUPERSEDED SURVEY CONTROL
 BZ0933
 BZ0933  NGVD 29 (??/??/92)  246.915  (m)          810.09   (f) ADJ UNCH    1 2
 BZ0933
 BZ0933.Superseded values are not recommended for survey control.
 BZ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0933.See file dsdata.txt to determine how the superseded data were derived.
 BZ0933
 BZ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV225430(NAD 83)
 BZ0933_MARKER: DB = BENCH MARK DISK
 BZ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0933_STAMPING: W 49 1953
 BZ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0933+STABILITY: SURFACE MOTION
 BZ0933
 BZ0933  HISTORY     - Date     Condition        Report By
 BZ0933  HISTORY     - 1953     MONUMENTED       CGS
 BZ0933  HISTORY     - 1957     GOOD             DOD
 BZ0933  HISTORY     - 1976     GOOD
 BZ0933  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0933  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0933  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0933
 BZ0933                          STATION DESCRIPTION
 BZ0933
 BZ0933'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0933'0.8 MI E FROM KILLEEN.
 BZ0933'0.8 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0933'STATION AT KILLEEN, BELL COUNTY, 0.5 MILE EAST OF MILEPOST 243, 48
 BZ0933'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 3.3 FEET SOUTH OF A
 BZ0933'FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST AND ABOUT 4 FEET
 BZ0933'HIGHER THAN THE TOP OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 BZ0933'PROJECTING 0.5 FOOT ABOVE GROUND.
 BZ0933
 BZ0933                          STATION RECOVERY (1976)
 BZ0933
 BZ0933'RECOVERED 1976
 BZ0933'RECOVERED IN GOOD CONDITION.
 BZ0933
 BZ0933                          STATION RECOVERY (1983)
 BZ0933
 BZ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0933'THERE HAS BEEN GRADING IN THIS AREA.
 BZ0933
 BZ0933                          STATION RECOVERY (1995)
 BZ0933
 BZ0933'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0933'MARK NOT FOUND.
 BZ0933
 BZ0933                          STATION RECOVERY (2001)
 BZ0933
 BZ0933'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0913 ***********************************************************************
 BY0913  DESIGNATION -  W 490
 BY0913  PID         -  BY0913
 BY0913  STATE/COUNTY-  TX/ANGELINA
 BY0913  USGS QUAD   -  BALD HILL (1980)
 BY0913
 BY0913                         *CURRENT SURVEY CONTROL
 BY0913  ___________________________________________________________________
 BY0913* NAD 83(1986)-  31 08 11.     (N)    094 38 50.     (W)     SCALED    
 BY0913* NAVD 88     -        68.68   (+/-2cm)     225.3    (feet)  VERTCON   
 BY0913  ___________________________________________________________________
 BY0913  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BY0913
 BY0913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0913
 BY0913.The horizontal coordinates were scaled from a topographic map and have
 BY0913.an estimated accuracy of +/- 6 seconds.
 BY0913
 BY0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0913.The vertical order pertains to the NGVD 29 superseded value.
 BY0913
 BY0913.The geoid height was determined by GEOID03.
 BY0913
 BY0913;                    North         East    Units  Estimated Accuracy
 BY0913;SPC TX C     - 3,176,780.    1,241,980.      MT  (+/- 180 meters Scaled)
 BY0913
 BY0913                          SUPERSEDED SURVEY CONTROL
 BY0913
 BY0913  NGVD 29 (??/??/92)   68.710  (m)          225.43   (f) ADJ UNCH    2 0
 BY0913
 BY0913.Superseded values are not recommended for survey control.
 BY0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0913.See file dsdata.txt to determine how the superseded data were derived.
 BY0913
 BY0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ429458(NAD 83)
 BY0913_MARKER: DB = BENCH MARK DISK
 BY0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0913_STAMPING: W 490 1949
 BY0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0913+STABILITY: SURFACE MOTION
 BY0913
 BY0913  HISTORY     - Date     Condition        Report By
 BY0913  HISTORY     - 1949     MONUMENTED       CGS
 BY0913
 BY0913                          STATION DESCRIPTION
 BY0913
 BY0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0913'10.2 MI W FROM SHAWNEE PRAIRIE.
 BY0913'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0913'SHAWNEE PRAIRIE, THENCE 3.6 MILES WEST ALONG A GRADED DIRT ROAD,
 BY0913'THENCE 3.7 MILES WEST ALONG AN OLD C.C.C. ROAD, AT THE JUNCTION OF A
 BY0913'NORTH AND SOUTH GRADED DIRT ROAD, 67.0 FEET EAST OF THE CENTER LINE OF
 BY0913'THE ROAD, 40.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STEEL RAIL
 BY0913'CATTLE GUARD, 38.0 FEET NORTH OF THE CENTER LINE OF THE C.C.C. ROAD,
 BY0913'36.0 FEET NORTHEAST OF THE CENTER OF A WIRE GATE, 17.0 FEET NORTH OF A
 BY0913'12-INCH PINE TREE, 10.0 FEET WEST OF A 14-INCH PINE TREE, 2.0 FEET
 BY0913'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0913'PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- B.M. V 490 IS 0.6 MILE
 BY0913'NORTH OF W 490
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0590 ***********************************************************************
 BY0590  DESIGNATION -  W 491
 BY0590  PID         -  BY0590
 BY0590  STATE/COUNTY-  TX/ANGELINA
 BY0590  USGS QUAD   -  ROCKLAND (1984)
 BY0590
 BY0590                         *CURRENT SURVEY CONTROL
 BY0590  ___________________________________________________________________
 BY0590* NAD 83(1986)-  31 05 21.     (N)    094 24 10.     (W)     SCALED    
 BY0590* NAVD 88     -        60.29   (+/-2cm)     197.8    (feet)  VERTCON   
 BY0590  ___________________________________________________________________
 BY0590  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BY0590
 BY0590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0590
 BY0590.The horizontal coordinates were scaled from a topographic map and have
 BY0590.an estimated accuracy of +/- 6 seconds.
 BY0590
 BY0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0590.The vertical order pertains to the NGVD 29 superseded value.
 BY0590
 BY0590.The geoid height was determined by GEOID03.
 BY0590
 BY0590;                    North         East    Units  Estimated Accuracy
 BY0590;SPC TX C     - 3,172,770.    1,265,530.      MT  (+/- 180 meters Scaled)
 BY0590
 BY0590                          SUPERSEDED SURVEY CONTROL
 BY0590
 BY0590  NGVD 29 (??/??/92)   60.306  (m)          197.85   (f) ADJ UNCH    2 0
 BY0590
 BY0590.Superseded values are not recommended for survey control.
 BY0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0590.See file dsdata.txt to determine how the superseded data were derived.
 BY0590
 BY0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ662403(NAD 83)
 BY0590_MARKER: DB = BENCH MARK DISK
 BY0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0590_STAMPING: W 491 1949
 BY0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0590+STABILITY: SURFACE MOTION
 BY0590
 BY0590  HISTORY     - Date     Condition        Report By
 BY0590  HISTORY     - 1949     MONUMENTED       CGS
 BY0590
 BY0590                          STATION DESCRIPTION
 BY0590
 BY0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0590'7.15 MI SE FROM ZAVALLA.
 BY0590'5.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0590'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.3 MILES EAST
 BY0590'ALONG A GRADED DIRT ROAD, THENCE 0.65 MILE NORTHWEST ALONG A DIRT
 BY0590'ROAD, THENCE 0.2 MILE EAST ALONG ANGELINA NATIONAL FOREST ROAD 302,
 BY0590'0.2 MILE EAST OF A JUNCTION WITH A DIRT ROAD LEADING SOUTHEAST, 0.1
 BY0590'MILE WEST OF A CROSS ROAD, 39.0 FEET SOUTH OF THE CENTER LINE OF THE
 BY0590'ROAD, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0590'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0547 ***********************************************************************
 BY0547  DESIGNATION -  W 492
 BY0547  PID         -  BY0547
 BY0547  STATE/COUNTY-  TX/ANGELINA
 BY0547  USGS QUAD   -  EBENEZER (1984)
 BY0547
 BY0547                         *CURRENT SURVEY CONTROL
 BY0547  ___________________________________________________________________
 BY0547* NAD 83(1986)-  31 06 21.     (N)    094 12 16.     (W)     SCALED    
 BY0547* NAVD 88     -        42.22   (+/-2cm)     138.5    (feet)  VERTCON   
 BY0547  ___________________________________________________________________
 BY0547  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BY0547
 BY0547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0547
 BY0547.The horizontal coordinates were scaled from a topographic map and have
 BY0547.an estimated accuracy of +/- 6 seconds.
 BY0547
 BY0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0547.The vertical order pertains to the NGVD 29 superseded value.
 BY0547
 BY0547.The geoid height was determined by GEOID03.
 BY0547
 BY0547;                    North         East    Units  Estimated Accuracy
 BY0547;SPC TX C     - 3,175,640.    1,284,320.      MT  (+/- 180 meters Scaled)
 BY0547
 BY0547                          SUPERSEDED SURVEY CONTROL
 BY0547
 BY0547  NGVD 29 (??/??/92)   42.231  (m)          138.55   (f) ADJ UNCH    2 0
 BY0547
 BY0547.Superseded values are not recommended for survey control.
 BY0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0547.See file dsdata.txt to determine how the superseded data were derived.
 BY0547
 BY0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ851419(NAD 83)
 BY0547_MARKER: DB = BENCH MARK DISK
 BY0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0547_STAMPING: W 492 1949
 BY0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0547+STABILITY: SURFACE MOTION
 BY0547
 BY0547  HISTORY     - Date     Condition        Report By
 BY0547  HISTORY     - 1949     MONUMENTED       CGS
 BY0547  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0547
 BY0547                          STATION DESCRIPTION
 BY0547
 BY0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0547'14.35 MI E FROM ZAVALLA.
 BY0547'14.35 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0547'RAILROAD STATION AT ZAVALLA, AT THE PARKER-MARSHALL CEMETERY, 42.4
 BY0547'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 63, 11.6 FEET
 BY0547'NORTHWEST OF THE CENTER OF A GATE AT THE ENTRANCE TO THE CEMETERY, 1.8
 BY0547'FEET SOUTHEAST OF A REFERENCE POST, 1.0 FOOT SOUTHWEST OF A FENCE, AND
 BY0547'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 BY0547'GROUND.
 BY0547
 BY0547                          STATION RECOVERY (1979)
 BY0547
 BY0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0381 ***********************************************************************
 BY0381  DESIGNATION -  W 493
 BY0381  PID         -  BY0381
 BY0381  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0381  USGS QUAD   -  BROADDUS (1984)
 BY0381
 BY0381                         *CURRENT SURVEY CONTROL
 BY0381  ___________________________________________________________________
 BY0381* NAD 83(1986)-  31 19 34.     (N)    094 15 14.     (W)     SCALED    
 BY0381* NAVD 88     -        83.28   (+/-2cm)     273.2    (feet)  VERTCON   
 BY0381  ___________________________________________________________________
 BY0381  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY0381
 BY0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0381
 BY0381.The horizontal coordinates were scaled from a topographic map and have
 BY0381.an estimated accuracy of +/- 6 seconds.
 BY0381
 BY0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0381.The vertical order pertains to the NGVD 29 superseded value.
 BY0381
 BY0381.The geoid height was determined by GEOID03.
 BY0381
 BY0381;                    North         East    Units  Estimated Accuracy
 BY0381;SPC TX C     - 3,199,770.    1,278,280.      MT  (+/- 180 meters Scaled)
 BY0381
 BY0381                          SUPERSEDED SURVEY CONTROL
 BY0381
 BY0381  NGVD 29 (??/??/92)   83.308  (m)          273.32   (f) ADJ UNCH    2 0
 BY0381
 BY0381.Superseded values are not recommended for survey control.
 BY0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0381.See file dsdata.txt to determine how the superseded data were derived.
 BY0381
 BY0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ807664(NAD 83)
 BY0381_MARKER: DB = BENCH MARK DISK
 BY0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0381_STAMPING: W 493 1949
 BY0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0381+STABILITY: SURFACE MOTION
 BY0381
 BY0381  HISTORY     - Date     Condition        Report By
 BY0381  HISTORY     - 1949     MONUMENTED       CGS
 BY0381  HISTORY     - 1968     GOOD             NGS
 BY0381
 BY0381                          STATION DESCRIPTION
 BY0381
 BY0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0381'1.55 MI NE FROM BROADDUS.
 BY0381'ABOUT 1.55 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST
 BY0381'OFFICE AT BROADDUS TO SITE OF BENCH MARK, 42.0 FEET SOUTHEAST OF THE
 BY0381'CENTER LINE OF HIGHWAY, 29.0 FEET SOUTH OF A 10-INCH OAK TREE WITH A
 BY0381'TRIANGULAR BLAZE ON THE NORTHWEST SIDE, SET IN THE TOP OF A CONCRETE
 BY0381'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.  NOTE-- EXCEPT THE
 BY0381'WOODEN WITNESS POST HAD ROTTED AWAY.  A METAL WITNESS POST WAS SET 6
 BY0381'INCHES NORTHWEST OF THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0687 ***********************************************************************
 AY0687  DESIGNATION -  W 495
 AY0687  PID         -  AY0687
 AY0687  STATE/COUNTY-  TX/BEXAR
 AY0687  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0687
 AY0687                         *CURRENT SURVEY CONTROL
 AY0687  ___________________________________________________________________
 AY0687* NAD 83(1986)-  29 26 44.     (N)    098 36 08.     (W)     SCALED    
 AY0687* NAVD 88     -       232.477  (meters)     762.72   (feet)  ADJUSTED  
 AY0687  ___________________________________________________________________
 AY0687  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AY0687  DYNAMIC HT  -         232.139 (meters)     761.61  (feet)  COMP
 AY0687  MODELED GRAV-     979,183.0   (mgal)                       NAVD 88
 AY0687
 AY0687  VERT ORDER  -  FIRST     CLASS II
 AY0687
 AY0687.The horizontal coordinates were scaled from a topographic map and have
 AY0687.an estimated accuracy of +/- 6 seconds.
 AY0687
 AY0687.The orthometric height was determined by differential leveling
 AY0687.and adjusted by the National Geodetic Survey in June 1991..
 AY0687
 AY0687.The geoid height was determined by GEOID03.
 AY0687
 AY0687.The dynamic height is computed by dividing the NAVD 88
 AY0687.geopotential number by the normal gravity value computed on the
 AY0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0687.degrees latitude (g = 980.6199 gals.).
 AY0687
 AY0687.The modeled gravity was interpolated from observed gravity values.
 AY0687
 AY0687;                    North         East    Units  Estimated Accuracy
 AY0687;SPC TXSC     - 4,178,740.      638,590.      MT  (+/- 180 meters Scaled)
 AY0687
 AY0687                          SUPERSEDED SURVEY CONTROL
 AY0687
 AY0687  NGVD 29 (??/??/92)  232.362  (m)          762.34   (f) ADJ UNCH    1 2
 AY0687
 AY0687.Superseded values are not recommended for survey control.
 AY0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0687.See file dsdata.txt to determine how the superseded data were derived.
 AY0687
 AY0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT385574(NAD 83)
 AY0687_MARKER: DB = BENCH MARK DISK
 AY0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0687_STAMPING: W 495 1952
 AY0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0687+STABILITY: SURFACE MOTION
 AY0687
 AY0687  HISTORY     - Date     Condition        Report By
 AY0687  HISTORY     - 1952     MONUMENTED       CGS
 AY0687  HISTORY     - 1967     GOOD             USGS
 AY0687  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0687
 AY0687                          STATION DESCRIPTION
 AY0687
 AY0687'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0687'0.2 MI S FROM SAN ANTONIO.
 AY0687'AT SAN ANTONIO, BEXAR COUNTY, 0.2 MILE SOUTH ALONG CALLAGHAN ROAD FROM
 AY0687'THE JUNCTION OF CULEBRA ROAD, AT THE ABAND.  HURT AIRPORT.  77 FEET
 AY0687'EAST OF CALLAGHAN ROAD, 9 FEET EAST OF THE SOUTHEAST CORNER OF A RED
 AY0687'CONCRETE FOUNDATION FLOOR, ALONG TRACK ROAD LEADING TO OLD HANGER
 AY0687'BLDG.  A STANDARD DISK, STAMPED W 495 1952 AND SET IN TOP OF A
 AY0687'CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 AY0687
 AY0687                          STATION RECOVERY (1995)
 AY0687
 AY0687'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0994 ***********************************************************************
 AY0994  DESIGNATION -  W 496
 AY0994  PID         -  AY0994
 AY0994  STATE/COUNTY-  TX/BEXAR
 AY0994  USGS QUAD   -  CASTLE HILLS (1992)
 AY0994
 AY0994                         *CURRENT SURVEY CONTROL
 AY0994  ___________________________________________________________________
 AY0994* NAD 83(1986)-  29 33 49.     (N)    098 33 30.     (W)     SCALED    
 AY0994* NAVD 88     -       307.449  (meters)    1008.69   (feet)  POSTED    
 AY0994  ___________________________________________________________________
 AY0994  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY0994  DYNAMIC HT  -         307.000 (meters)    1007.22  (feet)  COMP
 AY0994  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 AY0994
 AY0994  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0994
 AY0994.The horizontal coordinates were scaled from a topographic map and have
 AY0994.an estimated accuracy of +/- 6 seconds.
 AY0994
 AY0994.The orthometric height was determined by differential leveling
 AY0994.and adjusted by the National Geodetic Survey in 1992..
 AY0994.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0994.rate of 1.1 thru 2.0 mm/km.
 AY0994
 AY0994.The geoid height was determined by GEOID03.
 AY0994
 AY0994.The dynamic height is computed by dividing the NAVD 88
 AY0994.geopotential number by the normal gravity value computed on the
 AY0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0994.degrees latitude (g = 980.6199 gals.).
 AY0994
 AY0994.The modeled gravity was interpolated from observed gravity values.
 AY0994
 AY0994;                    North         East    Units  Estimated Accuracy
 AY0994;SPC TXSC     - 4,191,840.      642,790.      MT  (+/- 180 meters Scaled)
 AY0994
 AY0994                          SUPERSEDED SURVEY CONTROL
 AY0994
 AY0994  NGVD 29 (??/??/92)  307.328  (m)         1008.29   (f) ADJ UNCH    1 2
 AY0994
 AY0994.Superseded values are not recommended for survey control.
 AY0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0994.See file dsdata.txt to determine how the superseded data were derived.
 AY0994
 AY0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT427705(NAD 83)
 AY0994_MARKER: DB = BENCH MARK DISK
 AY0994_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AY0994_SP_SET: UNSPEC. ROCK
 AY0994_STAMPING: W 496 1952
 AY0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0994
 AY0994  HISTORY     - Date     Condition        Report By
 AY0994  HISTORY     - 1952     MONUMENTED       CGS
 AY0994  HISTORY     - 1989     GOOD             USPSQD
 AY0994  HISTORY     - 1990     GOOD             USPSQD
 AY0994  HISTORY     - 19991117 GOOD             USPSQD
 AY0994
 AY0994                          STATION DESCRIPTION
 AY0994
 AY0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0994'IN SAN ANTONIO.
 AY0994'AT SAN ANTONIO, 2.0 MILES NORTHEAST ALONG HUEBNER ROAD FROM ITS
 AY0994'JUNCTION WITH U.S. HIGHWAY 87, 300 FEET SOUTHWEST OF THE END OF
 AY0994'HUEBNER ROAD AND THE CENTER OF ITS JUNCTION WITH LOCK HILL SELMA ROAD,
 AY0994'254 FEET NORTHEAST OF THE CENTER LINE OF A GATE AND A PRIVATE ROAD
 AY0994'LEADING NORTHWEST, 51 FEET NORTHWEST OF THE CENTER LINE OF HUEBNER
 AY0994'ROAD, 21 FEET NORTHWEST OF A FENCE, 0.8 FOOT ABOVE THE GROUND, SET IN
 AY0994'THE TOP OF A LARGE ROCK.
 AY0994
 AY0994                          STATION RECOVERY (1989)
 AY0994
 AY0994'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0994'RECOVERED IN GOOD CONDITION.
 AY0994
 AY0994                          STATION RECOVERY (1990)
 AY0994
 AY0994'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0994'RECOVERED IN GOOD CONDITION.
 AY0994
 AY0994                          STATION RECOVERY (1999)
 AY0994
 AY0994'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0467 ***********************************************************************
 BM0467  DESIGNATION -  W 5
 BM0467  PID         -  BM0467
 BM0467  STATE/COUNTY-  TX/BASTROP
 BM0467  USGS QUAD   -  SMITHVILLE (1982)
 BM0467
 BM0467                         *CURRENT SURVEY CONTROL
 BM0467  ___________________________________________________________________
 BM0467* NAD 83(1986)-  30 00 26.     (N)    097 09 36.     (W)     SCALED    
 BM0467* NAVD 88     -       100.673  (meters)     330.29   (feet)  ADJUSTED  
 BM0467  ___________________________________________________________________
 BM0467  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BM0467  DYNAMIC HT  -         100.538 (meters)     329.85  (feet)  COMP
 BM0467  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 BM0467
 BM0467  VERT ORDER  -  FIRST     CLASS I
 BM0467
 BM0467.The horizontal coordinates were scaled from a topographic map and have
 BM0467.an estimated accuracy of +/- 6 seconds.
 BM0467
 BM0467.The orthometric height was determined by differential leveling
 BM0467.and adjusted by the National Geodetic Survey in June 1991..
 BM0467
 BM0467.The geoid height was determined by GEOID03.
 BM0467
 BM0467.The dynamic height is computed by dividing the NAVD 88
 BM0467.geopotential number by the normal gravity value computed on the
 BM0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0467.degrees latitude (g = 980.6199 gals.).
 BM0467
 BM0467.The modeled gravity was interpolated from observed gravity values.
 BM0467
 BM0467;                    North         East    Units  Estimated Accuracy
 BM0467;SPC TX C     - 3,042,120.    1,006,130.      MT  (+/- 180 meters Scaled)
 BM0467
 BM0467                          SUPERSEDED SURVEY CONTROL
 BM0467
 BM0467  NGVD 29 (??/??/92)  100.626  (m)          330.14   (f) ADJ UNCH    1 1
 BM0467
 BM0467.Superseded values are not recommended for survey control.
 BM0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0467.See file dsdata.txt to determine how the superseded data were derived.
 BM0467
 BM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU774210(NAD 83)
 BM0467_MARKER: B = BOLT
 BM0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0467_SP_SET: BUILDING
 BM0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0467
 BM0467  HISTORY     - Date     Condition        Report By
 BM0467  HISTORY     - UNK      MONUMENTED       CGS
 BM0467  HISTORY     - 1973     GOOD             NGS
 BM0467  HISTORY     - 1976     MARK NOT FOUND   USGS
 BM0467  HISTORY     - 1978     MARK NOT FOUND   NGS
 BM0467
 BM0467                          STATION DESCRIPTION
 BM0467
 BM0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0467'IN SMITHVILLE.
 BM0467'AT SMITHVILLE, 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE,
 BM0467'46 FEET EAST OF THE CENTER LINE OF MAIN STREET, 150 FEET NORTH OF THE
 BM0467'CENTER LINE OF EAST FIRST STREET, 38 1/2 FEET SOUTH OF THE CENTER LINE
 BM0467'OF AN ALLEY, 24.2 FEET SOUTH OF THE NORTHWEST CORNER OF A BRICK
 BM0467'BUILDING PRESENTLY HOUSING THE LAKES CUE CLUB, A 3/8-INCH COPPER BOLT
 BM0467'SET VERTICALLY IN THE WEST FACE OF BRICK WALL AND MARKED BY A CHISELED
 BM0467'CROSS ON BOLT, 3.8 FEET ABOVE THE LEVEL OF THE SIDEWALK AND ABOUT 330
 BM0467'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK FOR MISSOURI, KANSAS
 BM0467'AND TEXAS RAILROAD TRACK.
 BM0467
 BM0467                          STATION RECOVERY (1976)
 BM0467
 BM0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BM0467'MARK NOT FOUND.
 BM0467
 BM0467                          STATION RECOVERY (1978)
 BM0467
 BM0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0467'NOT RECOVERED.  NOTE=BOLT HAS BEEN COVERED BY A NEW COAT OF STUCCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0958 ***********************************************************************
 BZ0958  DESIGNATION -  W 50
 BZ0958  PID         -  BZ0958
 BZ0958  STATE/COUNTY-  TX/BELL
 BZ0958  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0958
 BZ0958                         *CURRENT SURVEY CONTROL
 BZ0958  ___________________________________________________________________
 BZ0958* NAD 83(1986)-  31 07 23.     (N)    097 48 06.     (W)     SCALED    
 BZ0958* NAVD 88     -       283.665  (meters)     930.66   (feet)  ADJUSTED  
 BZ0958  ___________________________________________________________________
 BZ0958  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BZ0958  DYNAMIC HT  -         283.285 (meters)     929.41  (feet)  COMP
 BZ0958  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 BZ0958
 BZ0958  VERT ORDER  -  FIRST     CLASS II
 BZ0958
 BZ0958.The horizontal coordinates were scaled from a topographic map and have
 BZ0958.an estimated accuracy of +/- 6 seconds.
 BZ0958
 BZ0958.The orthometric height was determined by differential leveling
 BZ0958.and adjusted by the National Geodetic Survey in June 1991..
 BZ0958
 BZ0958.The geoid height was determined by GEOID03.
 BZ0958
 BZ0958.The dynamic height is computed by dividing the NAVD 88
 BZ0958.geopotential number by the normal gravity value computed on the
 BZ0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0958.degrees latitude (g = 980.6199 gals.).
 BZ0958
 BZ0958.The modeled gravity was interpolated from observed gravity values.
 BZ0958
 BZ0958;                    North         East    Units  Estimated Accuracy
 BZ0958;SPC TX C     - 3,164,200.      941,430.      MT  (+/- 180 meters Scaled)
 BZ0958
 BZ0958                          SUPERSEDED SURVEY CONTROL
 BZ0958
 BZ0958  NGVD 29 (??/??/92)  283.581  (m)          930.38   (f) ADJ UNCH    1 2
 BZ0958
 BZ0958.Superseded values are not recommended for survey control.
 BZ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0958.See file dsdata.txt to determine how the superseded data were derived.
 BZ0958
 BZ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV142438(NAD 83)
 BZ0958_MARKER: DB = BENCH MARK DISK
 BZ0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0958_SP_SET: CULVERT
 BZ0958_STAMPING: W 50 1953
 BZ0958_MARK LOGO: CGS   
 BZ0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0958
 BZ0958  HISTORY     - Date     Condition        Report By
 BZ0958  HISTORY     - 1953     MONUMENTED       CGS
 BZ0958  HISTORY     - 1957     GOOD             DOD
 BZ0958  HISTORY     - 1976     GOOD
 BZ0958  HISTORY     - 1983     GOOD             NGS
 BZ0958
 BZ0958                          STATION DESCRIPTION
 BZ0958
 BZ0958'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0958'4.4 MI W FROM KILLEEN.
 BZ0958'4.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0958'STATION AT KILLEEN, BELL COUNTY, 4 RAILS EAST OF MILEPOST 248, AT A 4-
 BZ0958'BY 4-FOOT CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE EAST END
 BZ0958'OF THE SOUTH HEADWALL, AND 22.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 BZ0958'MAIN TRACK.
 BZ0958
 BZ0958                          STATION RECOVERY (1976)
 BZ0958
 BZ0958'RECOVERED 1976
 BZ0958'RECOVERED IN GOOD CONDITION.
 BZ0958
 BZ0958                          STATION RECOVERY (1983)
 BZ0958
 BZ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0737 ***********************************************************************
 BL0737  DESIGNATION -  W 500
 BL0737  PID         -  BL0737
 BL0737  STATE/COUNTY-  TX/POLK
 BL0737  USGS QUAD   -  HORTENSE (1984)
 BL0737
 BL0737                         *CURRENT SURVEY CONTROL
 BL0737  ___________________________________________________________________
 BL0737* NAD 83(1986)-  30 49 40.     (N)    094 44 46.     (W)     SCALED    
 BL0737* NAVD 88     -       107.99   (+/-2cm)     354.3    (feet)  VERTCON   
 BL0737  ___________________________________________________________________
 BL0737  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0737
 BL0737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0737
 BL0737.The horizontal coordinates were scaled from a topographic map and have
 BL0737.an estimated accuracy of +/- 6 seconds.
 BL0737
 BL0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0737.The vertical order pertains to the NGVD 29 superseded value.
 BL0737
 BL0737.The geoid height was determined by GEOID03.
 BL0737
 BL0737;                    North         East    Units  Estimated Accuracy
 BL0737;SPC TX C     - 3,142,140.    1,234,280.      MT  (+/- 180 meters Scaled)
 BL0737
 BL0737                          SUPERSEDED SURVEY CONTROL
 BL0737
 BL0737  NGVD 29 (??/??/92)  107.991  (m)          354.30   (f) ADJ UNCH    2 0
 BL0737
 BL0737.Superseded values are not recommended for survey control.
 BL0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0737.See file dsdata.txt to determine how the superseded data were derived.
 BL0737
 BL0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ329118(NAD 83)
 BL0737_MARKER: DB = BENCH MARK DISK
 BL0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0737_STAMPING: W 500 1949
 BL0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0737+STABILITY: SURFACE MOTION
 BL0737
 BL0737  HISTORY     - Date     Condition        Report By
 BL0737  HISTORY     - 1949     MONUMENTED       CGS
 BL0737
 BL0737                          STATION DESCRIPTION
 BL0737
 BL0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0737'8.1 MI E FROM LEGGETT.
 BL0737'8.1 MILES EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BL0737'RAILWAY STATION AT LEGGETT, 9.5 MILES SOUTH OF THE AMERICAN RAILWAY
 BL0737'EXPRESS CO. OFFICE AT CAMDEN, 1.25 MILES WEST OF BENCH MARK X 500, AT
 BL0737'THE SUMMIT OF A HILL, 62.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BL0737'63.0 FEET EAST OF A 30-INCH OAK TREE, 51.6 FEET NORTHEAST OF THE
 BL0737'NORTHEAST CORNER OF AN ABANDONED FARMHOUSE, 40.6 FEET EAST OF THE
 BL0737'CENTER LINE OF A GATE, IN LINE WITH A NORTH-SOUTH FENCE, 1.4 FEET
 BL0737'NORTH OF A CORNER FENCE POST, 1.4 FEET EAST OF A REFERENCE POST, SET
 BL0737'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0715 ***********************************************************************
 BL0715  DESIGNATION -  W 501
 BL0715  PID         -  BL0715
 BL0715  STATE/COUNTY-  TX/POLK
 BL0715  USGS QUAD   -  CAMDEN (1984)
 BL0715
 BL0715                         *CURRENT SURVEY CONTROL
 BL0715  ___________________________________________________________________
 BL0715* NAD 83(1986)-  30 54 48.     (N)    094 43 45.     (W)     SCALED    
 BL0715* NAVD 88     -        85.89   (+/-2cm)     281.8    (feet)  VERTCON   
 BL0715  ___________________________________________________________________
 BL0715  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0715
 BL0715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0715
 BL0715.The horizontal coordinates were scaled from a topographic map and have
 BL0715.an estimated accuracy of +/- 6 seconds.
 BL0715
 BL0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0715.The vertical order pertains to the NGVD 29 superseded value.
 BL0715
 BL0715.The geoid height was determined by GEOID03.
 BL0715
 BL0715;                    North         East    Units  Estimated Accuracy
 BL0715;SPC TX C     - 3,151,690.    1,235,420.      MT  (+/- 180 meters Scaled)
 BL0715
 BL0715                          SUPERSEDED SURVEY CONTROL
 BL0715
 BL0715  NGVD 29 (??/??/92)   85.898  (m)          281.82   (f) ADJ UNCH    2 0
 BL0715
 BL0715.Superseded values are not recommended for survey control.
 BL0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0715.See file dsdata.txt to determine how the superseded data were derived.
 BL0715
 BL0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ347212(NAD 83)
 BL0715_MARKER: DB = BENCH MARK DISK
 BL0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0715_STAMPING: W 501 1949
 BL0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0715+STABILITY: SURFACE MOTION
 BL0715
 BL0715  HISTORY     - Date     Condition        Report By
 BL0715  HISTORY     - 1949     MONUMENTED       CGS
 BL0715  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0715
 BL0715                          STATION DESCRIPTION
 BL0715
 BL0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0715'IN CAMDEN.
 BL0715'AT CAMDEN, 0.3 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN
 BL0715'RAILWAY EXPRESS CO. OFFICE, ABOUT 300.0 FEET SOUTHEAST ALONG THE ROAD
 BL0715'FROM A RAILROAD CROSSING, 39.0 FEET SOUTH OF THE CENTER LINE OF THE
 BL0715'MAIN ROAD, 61.0 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD
 BL0715'LEADING SOUTHEAST, 120.0 FEET SOUTHEAST OF A WOODEN BRIDGE, 8.2 FEET
 BL0715'SOUTHEAST OF A CORNER FENCE POST, 1.9 FEET NORTHEAST OF A FENCE, 1.4
 BL0715'FEET WEST OF A REFERENCE POST, ABOUT 1.0 FOOT ABOVE THE ROAD, SET IN
 BL0715'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BL0715
 BL0715                          STATION RECOVERY (1997)
 BL0715
 BL0715'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0635 ***********************************************************************
 BL0635  DESIGNATION -  W 502
 BL0635  PID         -  BL0635
 BL0635  STATE/COUNTY-  TX/POLK
 BL0635  USGS QUAD   -  CAMDEN (1984)
 BL0635
 BL0635                         *CURRENT SURVEY CONTROL
 BL0635  ___________________________________________________________________
 BL0635* NAD 83(1986)-  30 59 11.     (N)    094 44 46.     (W)     SCALED    
 BL0635* NAVD 88     -        65.81   (+/-2cm)     215.9    (feet)  VERTCON   
 BL0635  ___________________________________________________________________
 BL0635  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0635
 BL0635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0635
 BL0635.The horizontal coordinates were scaled from a topographic map and have
 BL0635.an estimated accuracy of +/- 6 seconds.
 BL0635
 BL0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0635.The vertical order pertains to the NGVD 29 superseded value.
 BL0635
 BL0635.The geoid height was determined by GEOID03.
 BL0635
 BL0635;                    North         East    Units  Estimated Accuracy
 BL0635;SPC TX C     - 3,159,700.    1,233,390.      MT  (+/- 180 meters Scaled)
 BL0635
 BL0635                          SUPERSEDED SURVEY CONTROL
 BL0635
 BL0635  NGVD 29 (??/??/92)   65.824  (m)          215.96   (f) ADJ UNCH    2 0
 BL0635
 BL0635.Superseded values are not recommended for survey control.
 BL0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0635.See file dsdata.txt to determine how the superseded data were derived.
 BL0635
 BL0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ332294(NAD 83)
 BL0635_MARKER: DB = BENCH MARK DISK
 BL0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0635_STAMPING: W 502 1949
 BL0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0635+STABILITY: SURFACE MOTION
 BL0635
 BL0635  HISTORY     - Date     Condition        Report By
 BL0635  HISTORY     - 1949     MONUMENTED       CGS
 BL0635
 BL0635                          STATION DESCRIPTION
 BL0635
 BL0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0635'1.8 MI S FROM PLUCK.
 BL0635'1.8 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, 62.0
 BL0635'FEET WEST OF THE CENTER LINE OF THE ROAD, 59.0 FEET SOUTHEAST OF THE
 BL0635'SOUTHEAST CORNER OF THE WALTER SPLETTSTOSSER FARMHOUSE, 25.0 FEET
 BL0635'SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVE, 46.0 FEET SOUTH OF
 BL0635'THE CENTER LINE OF A GATE, 1.8 FEET NORTHEAST OF A CORNER FENCE POST,
 BL0635'0.8 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BL0635'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0078 ***********************************************************************
 BL0078  DESIGNATION -  W 503
 BL0078  PID         -  BL0078
 BL0078  STATE/COUNTY-  TX/TYLER
 BL0078  USGS QUAD   -  COLMESNEIL (1984)
 BL0078
 BL0078                         *CURRENT SURVEY CONTROL
 BL0078  ___________________________________________________________________
 BL0078* NAD 83(1986)-  30 53 20.     (N)    094 29 53.     (W)     SCALED    
 BL0078* NAVD 88     -        77.35   (+/-2cm)     253.8    (feet)  VERTCON   
 BL0078  ___________________________________________________________________
 BL0078  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL0078
 BL0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0078
 BL0078.The horizontal coordinates were scaled from a topographic map and have
 BL0078.an estimated accuracy of +/- 6 seconds.
 BL0078
 BL0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0078.The vertical order pertains to the NGVD 29 superseded value.
 BL0078
 BL0078.The geoid height was determined by GEOID03.
 BL0078
 BL0078;                    North         East    Units  Estimated Accuracy
 BL0078;SPC TX C     - 3,150,120.    1,257,620.      MT  (+/- 180 meters Scaled)
 BL0078
 BL0078                          SUPERSEDED SURVEY CONTROL
 BL0078
 BL0078  NGVD 29 (??/??/92)   77.356  (m)          253.79   (f) ADJ UNCH    2 0
 BL0078
 BL0078.Superseded values are not recommended for survey control.
 BL0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0078.See file dsdata.txt to determine how the superseded data were derived.
 BL0078
 BL0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ568182(NAD 83)
 BL0078_MARKER: DB = BENCH MARK DISK
 BL0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0078_STAMPING: W 503 1949
 BL0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0078+STABILITY: SURFACE MOTION
 BL0078
 BL0078  HISTORY     - Date     Condition        Report By
 BL0078  HISTORY     - 1949     MONUMENTED       CGS
 BL0078
 BL0078                          STATION DESCRIPTION
 BL0078
 BL0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0078'5.5 MI SW FROM COLMESNEIL.
 BL0078'0.6 MILE WEST ALONG FARM ROAD NO. 256 FROM THE JUNCTION OF NO. 256 AND
 BL0078'U.S. HIGHWAY NO. 69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG A DIRT
 BL0078'ROAD, THENCE 4.5 MILES SOUTHWEST ALONG A DIRT ROAD, AT A Y-JUNCTION OF
 BL0078'DIRT ROADS, 66.0 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 BL0078'NORTH, ABOUT 150.0 FEET NORTHWEST OF AN ABANDONED FARMHOUSE, 30.0 FEET
 BL0078'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10.0 FEET NORTHEAST OF A
 BL0078'CORNER FENCE POST, 1.5 FEET NORTHWEST OF A FENCE, 1.4 FEET SOUTHWEST
 BL0078'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0078'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0143 ***********************************************************************
 BL0143  DESIGNATION -  W 504
 BL0143  PID         -  BL0143
 BL0143  STATE/COUNTY-  TX/TYLER
 BL0143  USGS QUAD   -  BOGGY LAKE (1984)
 BL0143
 BL0143                         *CURRENT SURVEY CONTROL
 BL0143  ___________________________________________________________________
 BL0143* NAD 83(1986)-  30 53 58.     (N)    094 15 10.     (W)     SCALED    
 BL0143* NAVD 88     -        71.19   (+/-2cm)     233.6    (feet)  VERTCON   
 BL0143  ___________________________________________________________________
 BL0143  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BL0143
 BL0143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0143
 BL0143.The horizontal coordinates were scaled from a topographic map and have
 BL0143.an estimated accuracy of +/- 6 seconds.
 BL0143
 BL0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0143.The vertical order pertains to the NGVD 29 superseded value.
 BL0143
 BL0143.The geoid height was determined by GEOID03.
 BL0143
 BL0143;                    North         East    Units  Estimated Accuracy
 BL0143;SPC TX C     - 3,152,540.    1,280,970.      MT  (+/- 180 meters Scaled)
 BL0143
 BL0143                          SUPERSEDED SURVEY CONTROL
 BL0143
 BL0143  NGVD 29 (??/??/92)   71.192  (m)          233.57   (f) ADJ UNCH    2 0
 BL0143
 BL0143.Superseded values are not recommended for survey control.
 BL0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0143.See file dsdata.txt to determine how the superseded data were derived.
 BL0143
 BL0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ802191(NAD 83)
 BL0143_MARKER: DB = BENCH MARK DISK
 BL0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0143_STAMPING: W 504 1949
 BL0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0143+STABILITY: SURFACE MOTION
 BL0143
 BL0143  HISTORY     - Date     Condition        Report By
 BL0143  HISTORY     - 1949     MONUMENTED       CGS
 BL0143
 BL0143                          STATION DESCRIPTION
 BL0143
 BL0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0143'10.2 MI NW FROM TOWN BLUFF.
 BL0143'5.2 MILES NORTHWEST ALONG FARM ROAD NO. 92 FROM THE JUNCTION OF NO. 92
 BL0143'AND OLD STATE HIGHWAY NO. 45 AT TOWN BLUFF, THENCE 0.8 MILE WEST ALONG
 BL0143'U. S. HIGHWAY NO. 190, THENCE 4.2 MILES NORTHWEST ALONG A DIRT ROAD,
 BL0143'IN THE POINT OF A Y-JUNCTION OF DIRT ROADS, 33.0 FEET EAST OF THE
 BL0143'CENTER LINE OF THE MAIN ROAD, 24.0 FEET WEST OF THE CENTER LINE OF THE
 BL0143'SIDE ROAD LEADING SOUTH AND CURVING TO THE SOUTHEAST, ALONG A RIDGE,
 BL0143'1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0143'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0086 ***********************************************************************
 BL0086  DESIGNATION -  W 506
 BL0086  PID         -  BL0086
 BL0086  STATE/COUNTY-  TX/TYLER
 BL0086  USGS QUAD   -  WOODVILLE (1984)
 BL0086
 BL0086                         *CURRENT SURVEY CONTROL
 BL0086  ___________________________________________________________________
 BL0086* NAD 83(1986)-  30 46 32.     (N)    094 24 59.     (W)     SCALED    
 BL0086* NAVD 88     -        85.60   (+/-2cm)     280.8    (feet)  VERTCON   
 BL0086  ___________________________________________________________________
 BL0086  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL0086
 BL0086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0086
 BL0086.The horizontal coordinates were scaled from a topographic map and have
 BL0086.an estimated accuracy of +/- 6 seconds.
 BL0086
 BL0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0086.The vertical order pertains to the NGVD 29 superseded value.
 BL0086
 BL0086.The geoid height was determined by GEOID03.
 BL0086
 BL0086;                    North         East    Units  Estimated Accuracy
 BL0086;SPC TX C     - 3,137,980.    1,266,080.      MT  (+/- 180 meters Scaled)
 BL0086
 BL0086                          SUPERSEDED SURVEY CONTROL
 BL0086
 BL0086  NGVD 29 (??/??/92)   85.594  (m)          280.82   (f) ADJ UNCH    2 0
 BL0086
 BL0086.Superseded values are not recommended for survey control.
 BL0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0086.See file dsdata.txt to determine how the superseded data were derived.
 BL0086
 BL0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ644055(NAD 83)
 BL0086_MARKER: DB = BENCH MARK DISK
 BL0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0086_SP_SET: CONCRETE BASE
 BL0086_STAMPING: W 506 1949
 BL0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0086
 BL0086  HISTORY     - Date     Condition        Report By
 BL0086  HISTORY     - 1949     MONUMENTED       CGS
 BL0086
 BL0086                          STATION DESCRIPTION
 BL0086
 BL0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0086'IN WOODVILLE.
 BL0086'AT WOODVILLE, AT THE CITY WATER TOWER, ONE BLOCK NORTH OF U.S. HIGHWAY
 BL0086'NO. 190 AND ONE BLOCK WEST OF U.S. HIGHWAYS NO. 69 AND 287, SET IN THE
 BL0086'SOUTH CORNER OF THE SOUTHEAST CONCRETE BASE OF THE SOUTHEAST LEG OF
 BL0086'THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0631 ***********************************************************************
 BY0631  DESIGNATION -  W 507
 BY0631  PID         -  BY0631
 BY0631  STATE/COUNTY-  TX/ANGELINA
 BY0631  USGS QUAD   -  ROCKLAND (1984)
 BY0631
 BY0631                         *CURRENT SURVEY CONTROL
 BY0631  ___________________________________________________________________
 BY0631* NAD 83(1986)-  31 03 22.     (N)    094 24 51.     (W)     SCALED    
 BY0631* NAVD 88     -        66.91   (+/-2cm)     219.5    (feet)  VERTCON   
 BY0631  ___________________________________________________________________
 BY0631  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BY0631
 BY0631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0631
 BY0631.The horizontal coordinates were scaled from a topographic map and have
 BY0631.an estimated accuracy of +/- 6 seconds.
 BY0631
 BY0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0631.The vertical order pertains to the NGVD 29 superseded value.
 BY0631
 BY0631.The geoid height was determined by GEOID03.
 BY0631
 BY0631;                    North         East    Units  Estimated Accuracy
 BY0631;SPC TX C     - 3,169,050.    1,264,640.      MT  (+/- 180 meters Scaled)
 BY0631
 BY0631                          SUPERSEDED SURVEY CONTROL
 BY0631
 BY0631  NGVD 29 (??/??/92)   66.930  (m)          219.59   (f) ADJ UNCH    2 0
 BY0631
 BY0631.Superseded values are not recommended for survey control.
 BY0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0631.See file dsdata.txt to determine how the superseded data were derived.
 BY0631
 BY0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ650366(NAD 83)
 BY0631_MARKER: DB = BENCH MARK DISK
 BY0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0631_STAMPING: W 507 1949
 BY0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0631+STABILITY: SURFACE MOTION
 BY0631
 BY0631  HISTORY     - Date     Condition        Report By
 BY0631  HISTORY     - 1949     MONUMENTED       CGS
 BY0631
 BY0631                          STATION DESCRIPTION
 BY0631
 BY0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0631'4.0 MI N FROM ROCKLAND.
 BY0631'1.0 MILE WEST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS RAILWAY
 BY0631'STATION AT ROCKLAND, THENCE 3.0 MILES NORTH ALONG U.S. HIGHWAY NO. 69,
 BY0631'AT A Y-JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING SOUTH, ON THE
 BY0631'SOUTHEAST SLOPE OF A HILL, 46.0 FEET SOUTHWEST OF THE CENTER LINE OF
 BY0631'THE HIGHWAY, 36.0 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD, 48.0
 BY0631'FEET SOUTHEAST OF A STOP SIGN, 1.2 FEET NORTHWEST OF A REFERENCE POST,
 BY0631'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY0631'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0312 ***********************************************************************
 BY0312  DESIGNATION -  W 508
 BY0312  PID         -  BY0312
 BY0312  STATE/COUNTY-  TX/NACOGDOCHES
 BY0312  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0312
 BY0312                         *CURRENT SURVEY CONTROL
 BY0312  ___________________________________________________________________
 BY0312* NAD 83(1986)-  31 29 56.     (N)    094 21 06.     (W)     SCALED    
 BY0312* NAVD 88     -        98.78   (+/-2cm)     324.1    (feet)  VERTCON   
 BY0312  ___________________________________________________________________
 BY0312  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY0312
 BY0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0312
 BY0312.The horizontal coordinates were scaled from a topographic map and have
 BY0312.an estimated accuracy of +/- 6 seconds.
 BY0312
 BY0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0312.The vertical order pertains to the NGVD 29 superseded value.
 BY0312
 BY0312.The geoid height was determined by GEOID03.
 BY0312
 BY0312;                    North         East    Units  Estimated Accuracy
 BY0312;SPC TX C     - 3,218,390.    1,267,960.      MT  (+/- 180 meters Scaled)
 BY0312
 BY0312                          SUPERSEDED SURVEY CONTROL
 BY0312
 BY0312  NGVD 29 (??/??/92)   98.824  (m)          324.23   (f) ADJ UNCH    2 0
 BY0312
 BY0312.Superseded values are not recommended for survey control.
 BY0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0312.See file dsdata.txt to determine how the superseded data were derived.
 BY0312
 BY0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ716856(NAD 83)
 BY0312_MARKER: DB = BENCH MARK DISK
 BY0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0312_STAMPING: W 508 1949
 BY0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0312+STABILITY: SURFACE MOTION
 BY0312
 BY0312  HISTORY     - Date     Condition        Report By
 BY0312  HISTORY     - 1949     MONUMENTED       CGS
 BY0312  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0312
 BY0312                          STATION DESCRIPTION
 BY0312
 BY0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0312'IN CHIRENO.
 BY0312'AT THE METHODIST CHURCH AT CHIRENO, 37.0 FEET EAST OF THE CENTER LINE
 BY0312'OF THE ROAD, 31.0 FEET WEST OF THE NORTHWEST CORNER OF THE CHURCH, 7.0
 BY0312'FEET EAST OF A FENCE CORNER POST, 1.0 FOOT SOUTH OF THE FENCE, 1.5
 BY0312'FEET WEST OF A REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST
 BY0312'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0312
 BY0312                          STATION RECOVERY (1998)
 BY0312
 BY0312'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0350 ***********************************************************************
 BY0350  DESIGNATION -  W 509
 BY0350  PID         -  BY0350
 BY0350  STATE/COUNTY-  TX/NACOGDOCHES
 BY0350  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0350
 BY0350                         *CURRENT SURVEY CONTROL
 BY0350  ___________________________________________________________________
 BY0350* NAD 83(1986)-  31 24 34.     (N)    094 18 55.     (W)     SCALED    
 BY0350* NAVD 88     -        52.59   (+/-2cm)     172.5    (feet)  VERTCON   
 BY0350  ___________________________________________________________________
 BY0350  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY0350
 BY0350  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0350
 BY0350.The horizontal coordinates were scaled from a topographic map and have
 BY0350.an estimated accuracy of +/- 6 seconds.
 BY0350
 BY0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0350.The vertical order pertains to the NGVD 29 superseded value.
 BY0350
 BY0350.The geoid height was determined by GEOID03.
 BY0350
 BY0350;                    North         East    Units  Estimated Accuracy
 BY0350;SPC TX C     - 3,208,670.    1,271,950.      MT  (+/- 180 meters Scaled)
 BY0350
 BY0350                          SUPERSEDED SURVEY CONTROL
 BY0350
 BY0350  NGVD 29 (??/??/92)   52.627  (m)          172.66   (f) ADJ UNCH    2 0
 BY0350
 BY0350.Superseded values are not recommended for survey control.
 BY0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0350.See file dsdata.txt to determine how the superseded data were derived.
 BY0350
 BY0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ749757(NAD 83)
 BY0350_MARKER: DB = BENCH MARK DISK
 BY0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0350_STAMPING: W 509 1949
 BY0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0350+STABILITY: SURFACE MOTION
 BY0350
 BY0350  HISTORY     - Date     Condition        Report By
 BY0350  HISTORY     - 1949     MONUMENTED       CGS
 BY0350  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0350
 BY0350                          STATION DESCRIPTION
 BY0350
 BY0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0350'7.30 MI SE FROM CHIRENO.
 BY0350'4.75 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE METHODIST CHURCH AT
 BY0350'CHIRENO, THENCE 2.55 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT THE
 BY0350'ATTOYAC RIVER BRIDGE, 92.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY0350'ROAD, 96.0 FEET SOUTHWEST OF THE WEST END OF THE RIVER BRIDGE, 24.0
 BY0350'FEET SOUTHWEST OF A 24-INCH OAK WITH A TRIANGULAR BLAZE ON THE NORTH
 BY0350'SIDE OF THE TREE, 13.0 FEET WEST OF A WOODS ROAD LEADING SOUTH, 1.6
 BY0350'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0350'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 BY0350
 BY0350                          STATION RECOVERY (1998)
 BY0350
 BY0350'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0145 ***********************************************************************
 AM0145  DESIGNATION -  W 51
 AM0145  PID         -  AM0145
 AM0145  STATE/COUNTY-  TX/MATAGORDA
 AM0145  USGS QUAD   -  MATAGORDA (1972)
 AM0145
 AM0145                         *CURRENT SURVEY CONTROL
 AM0145  ___________________________________________________________________
 AM0145* NAD 83(1986)-  28 41 31.     (N)    095 57 58.     (W)     SCALED    
 AM0145* NAVD 88     -         2.80   (+/-2cm)       9.2    (feet)  VERTCON   
 AM0145  ___________________________________________________________________
 AM0145  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AM0145
 AM0145  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0145
 AM0145.The horizontal coordinates were scaled from a topographic map and have
 AM0145.an estimated accuracy of +/- 6 seconds.
 AM0145
 AM0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0145.The vertical order pertains to the NGVD 29 superseded value.
 AM0145
 AM0145.The geoid height was determined by GEOID03.
 AM0145
 AM0145;                    North         East    Units  Estimated Accuracy
 AM0145;SPC TXSC     - 4,099,000.      896,440.      MT  (+/- 180 meters Scaled)
 AM0145
 AM0145                          SUPERSEDED SURVEY CONTROL
 AM0145
 AM0145  NGVD 29 (??/??/92)    2.859  (m)            9.38   (f) ADJ UNCH    1 1
 AM0145
 AM0145.Superseded values are not recommended for survey control.
 AM0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0145.See file dsdata.txt to determine how the superseded data were derived.
 AM0145
 AM0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM101774(NAD 83)
 AM0145_MARKER: DB = BENCH MARK DISK
 AM0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0145_SP_SET: FOUNDATION
 AM0145_STAMPING: W 51 1918 ELEV 9.245 FT
 AM0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0145
 AM0145  HISTORY     - Date     Condition        Report By
 AM0145  HISTORY     - 1918     MONUMENTED       CGS
 AM0145  HISTORY     - 1951     GOOD             NGS
 AM0145  HISTORY     - 1977     GOOD             NGS
 AM0145  HISTORY     - 1978     GOOD             NGS
 AM0145  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0145
 AM0145                          STATION DESCRIPTION
 AM0145
 AM0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0145'IN MATAGORDA.
 AM0145'AT MATAGORDA, 3 BLOCKS SOUTHEAST OF THE GULF, COLORADO AND SANTA FE
 AM0145'RAILROAD STATION, 80 FEET NORTHWEST OF THE CENTER LINE OF STATE
 AM0145'HIGHWAY 60, 75 FEET SOUTHWEST OF THE CENTER LINE OF A SHELL STREET,
 AM0145'SET VERTICALLY IN THE NORTHEAST SIDE OF THE BRICK FOUNDATION BLOCK AT
 AM0145'THE EAST CORNER OF A LARGE WHITE HOUSE, 0.6 FOOT ABOVE THE GROUND.
 AM0145
 AM0145                          STATION RECOVERY (1977)
 AM0145
 AM0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0145'RECOVERED IN GOOD CONDITION.
 AM0145
 AM0145                          STATION RECOVERY (1978)
 AM0145
 AM0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0145'IN MATAGORDA, AT THE JUNCTION OF STATE HIGHWAY 60 AND CANEY STREET,
 AM0145'AT THE EAST CORNER OF A LARGE WHITE FRAME HOUSE, SET VERTICALLY IN
 AM0145'THE NORTHEAST FACE OF A BRICK BLOCK FOUNDATION.
 AM0145
 AM0145                          STATION RECOVERY (2006)
 AM0145
 AM0145'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0145'THE HOUSE BURNED DOWN AND THE LAND HAS BEEN CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0800 ***********************************************************************
 AY0800  DESIGNATION -  W 510
 AY0800  PID         -  AY0800
 AY0800  STATE/COUNTY-  TX/BEXAR
 AY0800  USGS QUAD   -  TERRELL WELLS (1992)
 AY0800
 AY0800                         *CURRENT SURVEY CONTROL
 AY0800  ___________________________________________________________________
 AY0800* NAD 83(1986)-  29 17 03.     (N)    098 30 57.     (W)     SCALED    
 AY0800* NAVD 88     -       172.207  (meters)     564.98   (feet)  ADJUSTED  
 AY0800  ___________________________________________________________________
 AY0800  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AY0800  DYNAMIC HT  -         171.957 (meters)     564.16  (feet)  COMP
 AY0800  MODELED GRAV-     979,192.7   (mgal)                       NAVD 88
 AY0800
 AY0800  VERT ORDER  -  FIRST     CLASS II
 AY0800
 AY0800.The horizontal coordinates were scaled from a topographic map and have
 AY0800.an estimated accuracy of +/- 6 seconds.
 AY0800
 AY0800.The orthometric height was determined by differential leveling
 AY0800.and adjusted by the National Geodetic Survey in June 1991..
 AY0800
 AY0800.The geoid height was determined by GEOID03.
 AY0800
 AY0800.The dynamic height is computed by dividing the NAVD 88
 AY0800.geopotential number by the normal gravity value computed on the
 AY0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0800.degrees latitude (g = 980.6199 gals.).
 AY0800
 AY0800.The modeled gravity was interpolated from observed gravity values.
 AY0800
 AY0800;                    North         East    Units  Estimated Accuracy
 AY0800;SPC TXSC     - 4,160,890.      647,040.      MT  (+/- 180 meters Scaled)
 AY0800
 AY0800                          SUPERSEDED SURVEY CONTROL
 AY0800
 AY0800  NGVD 29 (??/??/92)  172.111  (m)          564.67   (f) ADJ UNCH    1 2
 AY0800
 AY0800.Superseded values are not recommended for survey control.
 AY0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0800.See file dsdata.txt to determine how the superseded data were derived.
 AY0800
 AY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT470395(NAD 83)
 AY0800_MARKER: DB = BENCH MARK DISK
 AY0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0800_STAMPING: W 510 1953
 AY0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0800+STABILITY: SURFACE MOTION
 AY0800
 AY0800  HISTORY     - Date     Condition        Report By
 AY0800  HISTORY     - 1953     MONUMENTED       CGS
 AY0800  HISTORY     - 1966     POOR             USGS
 AY0800  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0800  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0800
 AY0800                          STATION DESCRIPTION
 AY0800
 AY0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0800'4.3 MI SE FROM SAN ANTONIO.
 AY0800'0.9 MILE SOUTH ALONG STATE HIGHWAY 346 (PALO ALTO ROAD) FROM ITS
 AY0800'INTERSECTION WITH CHAVANAUX ROAD AT SAN ANTONIO, THENCE 1.4 MILES
 AY0800'SOUTH ALONG APPLEWHITE ROAD, THENCE 2.0 MILES EAST ALONG MAUERMANN
 AY0800'ROAD, 0.1 MILE WEST OF A PRIVATE DRIVEWAY LEADING SOUTH, 25 FEET NORTH
 AY0800'OF THE CENTER LINE OF THE ROAD, 8 FEET EAST OF A POWER POLE, 2 FEET
 AY0800'SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AY0800'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0800
 AY0800                          STATION RECOVERY (1966)
 AY0800
 AY0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0800'MARK RECOVERED IN POOR CONDITION.
 AY0800
 AY0800                          STATION RECOVERY (1989)
 AY0800
 AY0800'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0800'MARK NOT FOUND.
 AY0800
 AY0800                          STATION RECOVERY (1999)
 AY0800
 AY0800'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0188 ***********************************************************************
 GL0188  DESIGNATION -  W 511
 GL0188  PID         -  GL0188
 GL0188  STATE/COUNTY-  TX/SHERMAN
 GL0188  USGS QUAD   -  CONLEN (1965)
 GL0188
 GL0188                         *CURRENT SURVEY CONTROL
 GL0188  ___________________________________________________________________
 GL0188* NAD 83(1986)-  36 13 22.     (N)    102 08 01.     (W)     SCALED    
 GL0188* NAVD 88     -      1135.614  (meters)    3725.76   (feet)  ADJUSTED  
 GL0188  ___________________________________________________________________
 GL0188  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 GL0188  DYNAMIC HT  -        1134.342 (meters)    3721.59  (feet)  COMP
 GL0188  MODELED GRAV-     979,473.5   (mgal)                       NAVD 88
 GL0188
 GL0188  VERT ORDER  -  SECOND    CLASS 0
 GL0188
 GL0188.The horizontal coordinates were scaled from a topographic map and have
 GL0188.an estimated accuracy of +/- 6 seconds.
 GL0188
 GL0188.The orthometric height was determined by differential leveling
 GL0188.and adjusted by the National Geodetic Survey in June 1991..
 GL0188
 GL0188.The geoid height was determined by GEOID03.
 GL0188
 GL0188.The dynamic height is computed by dividing the NAVD 88
 GL0188.geopotential number by the normal gravity value computed on the
 GL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0188.degrees latitude (g = 980.6199 gals.).
 GL0188
 GL0188.The modeled gravity was interpolated from observed gravity values.
 GL0188
 GL0188;                    North         East    Units  Estimated Accuracy
 GL0188;SPC TX N     - 1,246,780.      143,030.      MT  (+/- 180 meters Scaled)
 GL0188
 GL0188                          SUPERSEDED SURVEY CONTROL
 GL0188
 GL0188.No superseded survey control is available for this station.
 GL0188
 GL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA576124(NAD 83)
 GL0188_MARKER: DB = BENCH MARK DISK
 GL0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0188_STAMPING: W 511 1935
 GL0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0188+STABILITY: SURFACE MOTION
 GL0188
 GL0188  HISTORY     - Date     Condition        Report By
 GL0188  HISTORY     - 1935     MONUMENTED       CGS
 GL0188  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0188
 GL0188                          STATION DESCRIPTION
 GL0188
 GL0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0188'6.3 MI E FROM CONLEN.
 GL0188'6.3 MILES EAST OF POST OFFICE BY ROAD.  TO REACH FROM CONLEN POST
 GL0188'OFFICE GO 0.3 MILE SOUTH, THENCE 5.8 MILES EAST, THENCE 0.2 MILE
 GL0188'SOUTH, ALONG GRADED ROADS.  19.2 FEET EAST OF CENTERLINE OF ROAD, AND
 GL0188'1.3 FEET WEST OF FENCE.
 GL0188
 GL0188                          STATION RECOVERY (1952)
 GL0188
 GL0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0659 ***********************************************************************
 GK0659  DESIGNATION -  W 515
 GK0659  PID         -  GK0659
 GK0659  STATE/COUNTY-  TX/HUTCHINSON
 GK0659  USGS QUAD   -  CAPPS SWITCH SE (1974)
 GK0659
 GK0659                         *CURRENT SURVEY CONTROL
 GK0659  ___________________________________________________________________
 GK0659* NAD 83(1986)-  36 02 17.     (N)    101 37 00.     (W)     SCALED    
 GK0659* NAVD 88     -      1012.687  (meters)    3322.46   (feet)  ADJUSTED  
 GK0659  ___________________________________________________________________
 GK0659  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 GK0659  DYNAMIC HT  -        1011.555 (meters)    3318.74  (feet)  COMP
 GK0659  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 GK0659
 GK0659  VERT ORDER  -  SECOND    CLASS 0
 GK0659
 GK0659.The horizontal coordinates were scaled from a topographic map and have
 GK0659.an estimated accuracy of +/- 6 seconds.
 GK0659
 GK0659.The orthometric height was determined by differential leveling
 GK0659.and adjusted by the National Geodetic Survey in June 1991..
 GK0659
 GK0659.The geoid height was determined by GEOID03.
 GK0659
 GK0659.The dynamic height is computed by dividing the NAVD 88
 GK0659.geopotential number by the normal gravity value computed on the
 GK0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0659.degrees latitude (g = 980.6199 gals.).
 GK0659
 GK0659.The modeled gravity was interpolated from observed gravity values.
 GK0659
 GK0659;                    North         East    Units  Estimated Accuracy
 GK0659;SPC TX N     - 1,226,110.      189,490.      MT  (+/- 180 meters Scaled)
 GK0659
 GK0659                          SUPERSEDED SURVEY CONTROL
 GK0659
 GK0659  NGVD 29 (??/??/92) 1012.203  (m)         3320.87   (f) ADJ UNCH    2 0
 GK0659
 GK0659.Superseded values are not recommended for survey control.
 GK0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0659.See file dsdata.txt to determine how the superseded data were derived.
 GK0659
 GK0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE642913(NAD 83)
 GK0659_MARKER: DB = BENCH MARK DISK
 GK0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0659_STAMPING: W 515 1935
 GK0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0659+STABILITY: SURFACE MOTION
 GK0659
 GK0659  HISTORY     - Date     Condition        Report By
 GK0659  HISTORY     - 1935     MONUMENTED       CGS
 GK0659  HISTORY     - 1943     GOOD             NGS
 GK0659
 GK0659                          STATION DESCRIPTION
 GK0659
 GK0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0659'8.2 MI W FROM MORSE.
 GK0659'THIS MARK IS ABOUT 8.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0659'GULF RAILWAY FROM THE RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY, 0.2
 GK0659'MILE WEST OF MILEPOST 8, 2.0 FEET SOUTH OF A EAST-WEST FENCE, 27.0
 GK0659'FEET EAST OF THE CENTER OF A GATE AND ROAD, 71.0 FEET NORTH OF THE
 GK0659'NORTH RAIL OF THE TRACK, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND.
 GK0659'STAMPED W 515 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0518 ***********************************************************************
 GK0518  DESIGNATION -  W 517
 GK0518  PID         -  GK0518
 GK0518  STATE/COUNTY-  TX/SHERMAN
 GK0518  USGS QUAD   -  PLEASURE POND (1974)
 GK0518
 GK0518                         *CURRENT SURVEY CONTROL
 GK0518  ___________________________________________________________________
 GK0518* NAD 83(1986)-  36 14 48.     (N)    101 45 04.     (W)     SCALED    
 GK0518* NAVD 88     -      1045.181  (meters)    3429.06   (feet)  ADJUSTED  
 GK0518  ___________________________________________________________________
 GK0518  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 GK0518  DYNAMIC HT  -        1044.027 (meters)    3425.28  (feet)  COMP
 GK0518  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 GK0518
 GK0518  VERT ORDER  -  SECOND    CLASS 0
 GK0518
 GK0518.The horizontal coordinates were scaled from a topographic map and have
 GK0518.an estimated accuracy of +/- 6 seconds.
 GK0518
 GK0518.The orthometric height was determined by differential leveling
 GK0518.and adjusted by the National Geodetic Survey in June 1991..
 GK0518
 GK0518.The geoid height was determined by GEOID03.
 GK0518
 GK0518.The dynamic height is computed by dividing the NAVD 88
 GK0518.geopotential number by the normal gravity value computed on the
 GK0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0518.degrees latitude (g = 980.6199 gals.).
 GK0518
 GK0518.The modeled gravity was interpolated from observed gravity values.
 GK0518
 GK0518;                    North         East    Units  Estimated Accuracy
 GK0518;SPC TX N     - 1,249,280.      177,430.      MT  (+/- 180 meters Scaled)
 GK0518
 GK0518                          SUPERSEDED SURVEY CONTROL
 GK0518
 GK0518  NGVD 29 (??/??/92) 1044.716  (m)         3427.54   (f) ADJ UNCH    2 0
 GK0518
 GK0518.Superseded values are not recommended for survey control.
 GK0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0518.See file dsdata.txt to determine how the superseded data were derived.
 GK0518
 GK0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF527148(NAD 83)
 GK0518_MARKER: DB = BENCH MARK DISK
 GK0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0518_STAMPING: W 517 1935
 GK0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0518+STABILITY: SURFACE MOTION
 GK0518
 GK0518  HISTORY     - Date     Condition        Report By
 GK0518  HISTORY     - 1935     MONUMENTED       CGS
 GK0518
 GK0518                          STATION DESCRIPTION
 GK0518
 GK0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0518'23.1 MI SE FROM STRATFORD.
 GK0518'THIS MARK IS ABOUT 18.4 MILES SOUTHEAST AND 5.7 MILES SOUTH FROM THE
 GK0518'CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION AT STRATFORD, SHERMAN
 GK0518'COUNTY, SET NEAR THE SUMMIT OF A HILL BETWEEN TWO VALLEYS, ABOUT 200
 GK0518'FEET NORTHEAST OF ROAD CUT, 150.0 FEET NORTHWEST OF FENCE CORNER, 2.0
 GK0518'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 7.0 FEET SOUTH OF A
 GK0518'TELEPHONE POLE, 128.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GK0518'PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A
 GK0518'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0362 ***********************************************************************
 GK0362  DESIGNATION -  W 518
 GK0362  PID         -  GK0362
 GK0362  STATE/COUNTY-  TX/OCHILTREE
 GK0362  USGS QUAD   -  WAKA (1973)
 GK0362
 GK0362                         *CURRENT SURVEY CONTROL
 GK0362  ___________________________________________________________________
 GK0362* NAD 83(1986)-  36 15 29.     (N)    101 03 26.     (W)     SCALED    
 GK0362* NAVD 88     -       933.264  (meters)    3061.88   (feet)  ADJUSTED  
 GK0362  ___________________________________________________________________
 GK0362  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GK0362  DYNAMIC HT  -         932.271 (meters)    3058.63  (feet)  COMP
 GK0362  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 GK0362
 GK0362  VERT ORDER  -  SECOND    CLASS 0
 GK0362
 GK0362.The horizontal coordinates were scaled from a topographic map and have
 GK0362.an estimated accuracy of +/- 6 seconds.
 GK0362
 GK0362.The orthometric height was determined by differential leveling
 GK0362.and adjusted by the National Geodetic Survey in June 1991..
 GK0362
 GK0362.The geoid height was determined by GEOID03.
 GK0362
 GK0362.The dynamic height is computed by dividing the NAVD 88
 GK0362.geopotential number by the normal gravity value computed on the
 GK0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0362.degrees latitude (g = 980.6199 gals.).
 GK0362
 GK0362.The modeled gravity was interpolated from observed gravity values.
 GK0362
 GK0362;                    North         East    Units  Estimated Accuracy
 GK0362;SPC TX N     - 1,250,600.      239,790.      MT  (+/- 180 meters Scaled)
 GK0362
 GK0362                          SUPERSEDED SURVEY CONTROL
 GK0362
 GK0362  NGVD 29 (??/??/92)  932.848  (m)         3060.52   (f) ADJ UNCH    2 0
 GK0362
 GK0362.Superseded values are not recommended for survey control.
 GK0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0362.See file dsdata.txt to determine how the superseded data were derived.
 GK0362
 GK0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF151145(NAD 83)
 GK0362_MARKER: DB = BENCH MARK DISK
 GK0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0362_STAMPING: W 518 1935
 GK0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0362+STABILITY: SURFACE MOTION
 GK0362
 GK0362  HISTORY     - Date     Condition        Report By
 GK0362  HISTORY     - 1935     MONUMENTED       CGS
 GK0362  HISTORY     - 1943     GOOD             NGS
 GK0362  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0362
 GK0362                          STATION DESCRIPTION
 GK0362
 GK0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0362'1.3 MI S FROM WAKA.
 GK0362'1.3 MILES SOUTH ALONG A GRADED ROAD FROM THE JUNCTION WITH STATE
 GK0362'HIGHWAY 117, 0.7 MILE WEST OF THE POST OFFICE AT WAKA, 33 FEET NORTH
 GK0362'OF THE CENTERLINE OF AN EAST-AND-WEST ROAD, 31 FEET EAST OF THE
 GK0362'CENTERLINE OF A NORTH-AND-SOUTH ROAD, 17.6 FEET SOUTH-SOUTHEAST OF A
 GK0362'FENCELINE CORNER, AND 8 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCELINE.
 GK0362'A STANDARD DISK, STAMPED W 518 1935 AND SET IN THE TOP OF A CONCRETE
 GK0362'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 GK0362
 GK0362                          STATION RECOVERY (1973)
 GK0362
 GK0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0412 ***********************************************************************
 GK0412  DESIGNATION -  W 519
 GK0412  PID         -  GK0412
 GK0412  STATE/COUNTY-  TX/HANSFORD
 GK0412  USGS QUAD   -  HANSFORD (1962)
 GK0412
 GK0412                         *CURRENT SURVEY CONTROL
 GK0412  ___________________________________________________________________
 GK0412* NAD 83(1986)-  36 08 39.     (N)    101 18 09.     (W)     SCALED    
 GK0412* NAVD 88     -       963.188  (meters)    3160.06   (feet)  ADJUSTED  
 GK0412  ___________________________________________________________________
 GK0412  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 GK0412  DYNAMIC HT  -         962.138 (meters)    3156.61  (feet)  COMP
 GK0412  MODELED GRAV-     979,510.6   (mgal)                       NAVD 88
 GK0412
 GK0412  VERT ORDER  -  SECOND    CLASS 0
 GK0412
 GK0412.The horizontal coordinates were scaled from a topographic map and have
 GK0412.an estimated accuracy of +/- 6 seconds.
 GK0412
 GK0412.The orthometric height was determined by differential leveling
 GK0412.and adjusted by the National Geodetic Survey in June 1991..
 GK0412
 GK0412.The geoid height was determined by GEOID03.
 GK0412
 GK0412.The dynamic height is computed by dividing the NAVD 88
 GK0412.geopotential number by the normal gravity value computed on the
 GK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0412.degrees latitude (g = 980.6199 gals.).
 GK0412
 GK0412.The modeled gravity was interpolated from observed gravity values.
 GK0412
 GK0412;                    North         East    Units  Estimated Accuracy
 GK0412;SPC TX N     - 1,237,890.      217,780.      MT  (+/- 180 meters Scaled)
 GK0412
 GK0412                          SUPERSEDED SURVEY CONTROL
 GK0412
 GK0412  NGVD 29 (??/??/92)  962.740  (m)         3158.59   (f) ADJ UNCH    2 0
 GK0412
 GK0412.Superseded values are not recommended for survey control.
 GK0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0412.See file dsdata.txt to determine how the superseded data were derived.
 GK0412
 GK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF928023(NAD 83)
 GK0412_MARKER: DB = BENCH MARK DISK
 GK0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0412_STAMPING: W 519 1935
 GK0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0412+STABILITY: SURFACE MOTION
 GK0412
 GK0412  HISTORY     - Date     Condition        Report By
 GK0412  HISTORY     - 1935     MONUMENTED       CGS
 GK0412
 GK0412                          STATION DESCRIPTION
 GK0412
 GK0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0412'2.6 MI NE FROM MCKIBBEN.
 GK0412'2.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0412'STATION AT MCKIBBEN, AT MILEPOST 91, 100 RAILS EAST OF A ROAD
 GK0412'CROSSING, 45.6 FEET NORTH OF THE NORTH RAIL, IN LINE WITYH A ROW OF
 GK0412'POLES, AND 1.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GK0412'STAMPED W 519 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1275 ***********************************************************************
 AY1275  DESIGNATION -  W 520
 AY1275  PID         -  AY1275
 AY1275  STATE/COUNTY-  TX/MEDINA
 AY1275  USGS QUAD   -  MUSTANG VALLEY (1969)
 AY1275
 AY1275                         *CURRENT SURVEY CONTROL
 AY1275  ___________________________________________________________________
 AY1275* NAD 83(1986)-  29 24 07.     (N)    099 10 22.     (W)     SCALED    
 AY1275* NAVD 88     -       293.325  (meters)     962.35   (feet)  POSTED    
 AY1275  ___________________________________________________________________
 AY1275  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AY1275  DYNAMIC HT  -         292.900 (meters)     960.96  (feet)  COMP
 AY1275  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 AY1275
 AY1275  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1275
 AY1275.The horizontal coordinates were scaled from a topographic map and have
 AY1275.an estimated accuracy of +/- 6 seconds.
 AY1275
 AY1275.The orthometric height was determined by differential leveling
 AY1275.and adjusted by the National Geodetic Survey in 1992..
 AY1275.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1275.rate of 0.0 thru 1.0 mm/km.
 AY1275
 AY1275.The geoid height was determined by GEOID03.
 AY1275
 AY1275.The dynamic height is computed by dividing the NAVD 88
 AY1275.geopotential number by the normal gravity value computed on the
 AY1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1275.degrees latitude (g = 980.6199 gals.).
 AY1275
 AY1275.The modeled gravity was interpolated from observed gravity values.
 AY1275
 AY1275;                    North         East    Units  Estimated Accuracy
 AY1275;SPC TXSC     - 4,173,860.      583,230.      MT  (+/- 180 meters Scaled)
 AY1275
 AY1275                          SUPERSEDED SURVEY CONTROL
 AY1275
 AY1275  NGVD 29 (??/??/92)  293.187  (m)          961.90   (f) ADJ UNCH    2 0
 AY1275
 AY1275.Superseded values are not recommended for survey control.
 AY1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1275.See file dsdata.txt to determine how the superseded data were derived.
 AY1275
 AY1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT832525(NAD 83)
 AY1275_MARKER: DB = BENCH MARK DISK
 AY1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1275_STAMPING: W-520 1953
 AY1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1275+STABILITY: SURFACE MOTION
 AY1275
 AY1275  HISTORY     - Date     Condition        Report By
 AY1275  HISTORY     - 1953     MONUMENTED       CGS
 AY1275  HISTORY     - 1968     GOOD             USGS
 AY1275  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1275  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AY1275  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1275
 AY1275                          STATION DESCRIPTION
 AY1275
 AY1275'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AY1275'5.35 MI NW FROM HONDO.
 AY1275'5.35 MILES NORTHWEST ALONG FARM ROAD 462 FROM THE COURTHOUSE AT HONDO,
 AY1275'0.1 MILE SOUTH OF A T-ROAD WEST, AND JOG IN THE FARM ROAD, 42 FEET
 AY1275'EAST OF THE CENTER LINE OF FARM ROAD 462, 1.7 FEET WEST OF THE ROW
 AY1275'FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AY1275'PROJECTS ABOUT 0.2 FOOT ABOVE GROUND.
 AY1275
 AY1275                          STATION RECOVERY (1995)
 AY1275
 AY1275'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1275'MARK NOT FOUND.
 AY1275
 AY1275                          STATION RECOVERY (1997)
 AY1275
 AY1275'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1275'MARK NOT FOUND.
 AY1275
 AY1275                          STATION RECOVERY (2001)
 AY1275
 AY1275'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0736 ***********************************************************************
 FL0736  DESIGNATION -  W 523
 FL0736  PID         -  FL0736
 FL0736  STATE/COUNTY-  TX/HUTCHINSON
 FL0736  USGS QUAD   -  ADOBE CREEK (1971)
 FL0736
 FL0736                         *CURRENT SURVEY CONTROL
 FL0736  ___________________________________________________________________
 FL0736* NAD 83(1986)-  35 59 59.     (N)    101 14 54.     (W)     SCALED    
 FL0736* NAVD 88     -       974.702  (meters)    3197.83   (feet)  ADJUSTED  
 FL0736  ___________________________________________________________________
 FL0736  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 FL0736  DYNAMIC HT  -         973.624 (meters)    3194.30  (feet)  COMP
 FL0736  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 FL0736
 FL0736  VERT ORDER  -  SECOND    CLASS 0
 FL0736
 FL0736.The horizontal coordinates were scaled from a topographic map and have
 FL0736.an estimated accuracy of +/- 6 seconds.
 FL0736
 FL0736.The orthometric height was determined by differential leveling
 FL0736.and adjusted by the National Geodetic Survey in June 1991..
 FL0736
 FL0736.The geoid height was determined by GEOID03.
 FL0736
 FL0736.The dynamic height is computed by dividing the NAVD 88
 FL0736.geopotential number by the normal gravity value computed on the
 FL0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0736.degrees latitude (g = 980.6199 gals.).
 FL0736
 FL0736.The modeled gravity was interpolated from observed gravity values.
 FL0736
 FL0736;                    North         East    Units  Estimated Accuracy
 FL0736;SPC TX N     - 1,221,880.      222,690.      MT  (+/- 180 meters Scaled)
 FL0736
 FL0736                          SUPERSEDED SURVEY CONTROL
 FL0736
 FL0736  NGVD 29 (??/??/92)  974.250  (m)         3196.35   (f) ADJ UNCH    2 0
 FL0736
 FL0736.Superseded values are not recommended for survey control.
 FL0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0736.See file dsdata.txt to determine how the superseded data were derived.
 FL0736
 FL0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE973862(NAD 83)
 FL0736_MARKER: DB = BENCH MARK DISK
 FL0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0736_STAMPING: W 523 1935
 FL0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0736+STABILITY: SURFACE MOTION
 FL0736
 FL0736  HISTORY     - Date     Condition        Report By
 FL0736  HISTORY     - 1935     MONUMENTED       CGS
 FL0736
 FL0736                          STATION DESCRIPTION
 FL0736
 FL0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0736'18.0 MI SW FROM SPEARMAN.
 FL0736'IN HUTCHINSON COUNTY, 18.0 MILES SOUTHWEST OF SPEARMAN, HANSFORD
 FL0736'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY
 FL0736'GOING 0.4 MILE WEST ALONG STATE HIGHWAY 282, THENCE 11.6 MILES SOUTH,
 FL0736'2.0 MILES WEST, 1.2 MILES SOUTH, 1.1 MILES WEST, AND 1.6 MILES SOUTH
 FL0736'ALONG GRADED ROADS.  0.2 MILE NORTH OF THE ENTRANCE TO THE O.K.
 FL0736'PENDERGRAFT FARM, 33 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET
 FL0736'NORTH OF AN EAST-AND-WEST FENCELINE, AND 3 FEET EAST OF THE
 FL0736'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 523 1935 AND SET IN
 FL0736'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0611 ***********************************************************************
 AY0611  DESIGNATION -  W 524
 AY0611  PID         -  AY0611
 AY0611  STATE/COUNTY-  TX/BEXAR
 AY0611  USGS QUAD   -  MACDONA (1991)
 AY0611
 AY0611                         *CURRENT SURVEY CONTROL
 AY0611  ___________________________________________________________________
 AY0611* NAD 83(1986)-  29 19 13.     (N)    098 42 15.     (W)     SCALED    
 AY0611* NAVD 88     -       195.826  (meters)     642.47   (feet)  ADJUSTED  
 AY0611  ___________________________________________________________________
 AY0611  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AY0611  DYNAMIC HT  -         195.544 (meters)     641.55  (feet)  COMP
 AY0611  MODELED GRAV-     979,198.0   (mgal)                       NAVD 88
 AY0611
 AY0611  VERT ORDER  -  FIRST     CLASS II
 AY0611
 AY0611.The horizontal coordinates were scaled from a topographic map and have
 AY0611.an estimated accuracy of +/- 6 seconds.
 AY0611
 AY0611.The orthometric height was determined by differential leveling
 AY0611.and adjusted by the National Geodetic Survey in June 1991..
 AY0611
 AY0611.The geoid height was determined by GEOID03.
 AY0611
 AY0611.The dynamic height is computed by dividing the NAVD 88
 AY0611.geopotential number by the normal gravity value computed on the
 AY0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0611.degrees latitude (g = 980.6199 gals.).
 AY0611
 AY0611.The modeled gravity was interpolated from observed gravity values.
 AY0611
 AY0611;                    North         East    Units  Estimated Accuracy
 AY0611;SPC TXSC     - 4,164,830.      628,730.      MT  (+/- 180 meters Scaled)
 AY0611
 AY0611                          SUPERSEDED SURVEY CONTROL
 AY0611
 AY0611  NGVD 29 (??/??/92)  195.703  (m)          642.07   (f) ADJ UNCH    1 2
 AY0611
 AY0611.Superseded values are not recommended for survey control.
 AY0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0611.See file dsdata.txt to determine how the superseded data were derived.
 AY0611
 AY0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT287435(NAD 83)
 AY0611_MARKER: DB = BENCH MARK DISK
 AY0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0611_STAMPING: W 524 1953
 AY0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0611+STABILITY: SURFACE MOTION
 AY0611
 AY0611  HISTORY     - Date     Condition        Report By
 AY0611  HISTORY     - 1953     MONUMENTED       CGS
 AY0611  HISTORY     - 1956     GOOD             NGS
 AY0611  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0611  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0611
 AY0611                          STATION DESCRIPTION
 AY0611
 AY0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0611'1.1 MI SW FROM MACDONA.
 AY0611'0.6 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0611'STATION SIGN AT MACDONA, THENCE 0.5 MILE SOUTH ALONG KEARNEY ROAD, 33
 AY0611'FEET WEST OF THE CENTER LINE OF KEARNEY ROAD, 16.3 FEET NORTHEAST OF A
 AY0611'POWER POLE, 10.4 FEET NORTH OF A FENCE CORNER, 1.8 FEET EAST OF A
 AY0611'FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY0611'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0611
 AY0611                          STATION RECOVERY (1986)
 AY0611
 AY0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0611'MARK NOT FOUND.
 AY0611
 AY0611                          STATION RECOVERY (1999)
 AY0611
 AY0611'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0956 ***********************************************************************
 AY0956  DESIGNATION -  W 525
 AY0956  PID         -  AY0956
 AY0956  STATE/COUNTY-  TX/BEXAR
 AY0956  USGS QUAD   -  HELOTES (1992)
 AY0956
 AY0956                         *CURRENT SURVEY CONTROL
 AY0956  ___________________________________________________________________
 AY0956* NAD 83(1986)-  29 31 54.     (N)    098 39 04.     (W)     SCALED    
 AY0956* NAVD 88     -       268.495  (meters)     880.89   (feet)  POSTED    
 AY0956  ___________________________________________________________________
 AY0956  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AY0956  DYNAMIC HT  -         268.100 (meters)     879.59  (feet)  COMP
 AY0956  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 AY0956
 AY0956  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0956
 AY0956.The horizontal coordinates were scaled from a topographic map and have
 AY0956.an estimated accuracy of +/- 6 seconds.
 AY0956
 AY0956.The orthometric height was determined by differential leveling
 AY0956.and adjusted by the National Geodetic Survey in 1992..
 AY0956.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0956.rate of 0.0 thru 1.0 mm/km.
 AY0956
 AY0956.The geoid height was determined by GEOID03.
 AY0956
 AY0956.The dynamic height is computed by dividing the NAVD 88
 AY0956.geopotential number by the normal gravity value computed on the
 AY0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0956.degrees latitude (g = 980.6199 gals.).
 AY0956
 AY0956.The modeled gravity was interpolated from observed gravity values.
 AY0956
 AY0956;                    North         East    Units  Estimated Accuracy
 AY0956;SPC TXSC     - 4,188,270.      633,820.      MT  (+/- 180 meters Scaled)
 AY0956
 AY0956                          SUPERSEDED SURVEY CONTROL
 AY0956
 AY0956  NGVD 29 (??/??/92)  268.374  (m)          880.49   (f) ADJ UNCH    1 2
 AY0956
 AY0956.Superseded values are not recommended for survey control.
 AY0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0956.See file dsdata.txt to determine how the superseded data were derived.
 AY0956
 AY0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT338669(NAD 83)
 AY0956_MARKER: DB = BENCH MARK DISK
 AY0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0956_STAMPING: W 525 1953
 AY0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0956+STABILITY: SURFACE MOTION
 AY0956
 AY0956  HISTORY     - Date     Condition        Report By
 AY0956  HISTORY     - 1953     MONUMENTED       CGS
 AY0956  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0956  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY0956
 AY0956                          STATION DESCRIPTION
 AY0956
 AY0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0956'3.35 MI NW FROM SAN ANTONIO.
 AY0956'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE LEON VALLEY SCHOOL
 AY0956'AT SAN ANTONIO, THENCE 0.35 MILE WEST ALONG BRAUN ROAD, 29 FEET SOUTH
 AY0956'OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF A FENCE, 9 FEET SOUTH
 AY0956'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY0956'0.4 FOOT ABOVE THE GROUND.
 AY0956
 AY0956                          STATION RECOVERY (1986)
 AY0956
 AY0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0956'MARK NOT FOUND.
 AY0956
 AY0956                          STATION RECOVERY (1995)
 AY0956
 AY0956'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0273 ***********************************************************************
 FM0273  DESIGNATION -  W 527
 FM0273  PID         -  FM0273
 FM0273  STATE/COUNTY-  TX/OLDHAM
 FM0273  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0273
 FM0273                         *CURRENT SURVEY CONTROL
 FM0273  ___________________________________________________________________
 FM0273* NAD 83(1986)-  35 15 34.     (N)    102 19 42.     (W)     SCALED    
 FM0273* NAVD 88     -      1225.011  (meters)    4019.06   (feet)  ADJUSTED  
 FM0273  ___________________________________________________________________
 FM0273  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 FM0273  DYNAMIC HT  -        1223.532 (meters)    4014.20  (feet)  COMP
 FM0273  MODELED GRAV-     979,384.3   (mgal)                       NAVD 88
 FM0273
 FM0273  VERT ORDER  -  SECOND    CLASS 0
 FM0273
 FM0273.The horizontal coordinates were scaled from a topographic map and have
 FM0273.an estimated accuracy of +/- 6 seconds.
 FM0273
 FM0273.The orthometric height was determined by differential leveling
 FM0273.and adjusted by the National Geodetic Survey in June 1991..
 FM0273
 FM0273.The geoid height was determined by GEOID03.
 FM0273
 FM0273.The dynamic height is computed by dividing the NAVD 88
 FM0273.geopotential number by the normal gravity value computed on the
 FM0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0273.degrees latitude (g = 980.6199 gals.).
 FM0273
 FM0273.The modeled gravity was interpolated from observed gravity values.
 FM0273
 FM0273;                    North         East    Units  Estimated Accuracy
 FM0273;SPC TX N     - 1,140,030.      124,630.      MT  (+/- 180 meters Scaled)
 FM0273
 FM0273                          SUPERSEDED SURVEY CONTROL
 FM0273
 FM0273  NGVD 29 (??/??/92) 1224.485  (m)         4017.33   (f) ADJ UNCH    2 0
 FM0273
 FM0273.Superseded values are not recommended for survey control.
 FM0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0273.See file dsdata.txt to determine how the superseded data were derived.
 FM0273
 FM0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV430050(NAD 83)
 FM0273_MARKER: DB = BENCH MARK DISK
 FM0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0273_STAMPING: W 527 1935
 FM0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0273+STABILITY: SURFACE MOTION
 FM0273
 FM0273  HISTORY     - Date     Condition        Report By
 FM0273  HISTORY     - 1935     MONUMENTED       CGS
 FM0273  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0273
 FM0273                          STATION DESCRIPTION
 FM0273
 FM0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0273'8.4 MI NE FROM VEGA.
 FM0273'TO REACH FROM VEGA GO 6.1 MILES EAST ALONG U.S. HIGHWAY NO. 66, THENCE
 FM0273'1.7 MILES NORTH ALONG GRADED ROAD, THENCE THROUGH CATTLE GATE AND
 FM0273'NORTH ALONG FENCE RUNNING NORTH AND SOUTH FOR 0.6 MILE.  2.3 MILES
 FM0273'NORTH OF EVERETT SIDING, ON THE SOUTH BANK OF DRY POND BED, 2 FEET
 FM0273'WEST OF NORTH AND SOUTH FENCE.
 FM0273
 FM0273                          STATION RECOVERY (1966)
 FM0273
 FM0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0298 ***********************************************************************
 FM0298  DESIGNATION -  W 528
 FM0298  PID         -  FM0298
 FM0298  STATE/COUNTY-  TX/POTTER
 FM0298  USGS QUAD   -  ROTTEN HILL (1966)
 FM0298
 FM0298                         *CURRENT SURVEY CONTROL
 FM0298  ___________________________________________________________________
 FM0298* NAD 83(1986)-  35 18 56.     (N)    102 10 23.     (W)     SCALED    
 FM0298* NAVD 88     -      1062.331  (meters)    3485.33   (feet)  ADJUSTED  
 FM0298  ___________________________________________________________________
 FM0298  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 FM0298  DYNAMIC HT  -        1061.063 (meters)    3481.17  (feet)  COMP
 FM0298  MODELED GRAV-     979,405.0   (mgal)                       NAVD 88
 FM0298
 FM0298  VERT ORDER  -  SECOND    CLASS 0
 FM0298
 FM0298.The horizontal coordinates were scaled from a topographic map and have
 FM0298.an estimated accuracy of +/- 6 seconds.
 FM0298
 FM0298.The orthometric height was determined by differential leveling
 FM0298.and adjusted by the National Geodetic Survey in June 1991..
 FM0298
 FM0298.The geoid height was determined by GEOID03.
 FM0298
 FM0298.The dynamic height is computed by dividing the NAVD 88
 FM0298.geopotential number by the normal gravity value computed on the
 FM0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0298.degrees latitude (g = 980.6199 gals.).
 FM0298
 FM0298.The modeled gravity was interpolated from observed gravity values.
 FM0298
 FM0298;                    North         East    Units  Estimated Accuracy
 FM0298;SPC TX N     - 1,146,150.      138,800.      MT  (+/- 180 meters Scaled)
 FM0298
 FM0298                          SUPERSEDED SURVEY CONTROL
 FM0298
 FM0298  NGVD 29 (??/??/92) 1061.848  (m)         3483.75   (f) ADJ UNCH    2 0
 FM0298
 FM0298.Superseded values are not recommended for survey control.
 FM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0298.See file dsdata.txt to determine how the superseded data were derived.
 FM0298
 FM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV570117(NAD 83)
 FM0298_MARKER: DB = BENCH MARK DISK
 FM0298_SETTING: 66 = SET IN ROCK OUTCROP
 FM0298_SP_SET: SANDSTONE LEDGE
 FM0298_STAMPING: W 528 1935
 FM0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0298+STABILITY: POSITION/ELEVATION WELL
 FM0298
 FM0298  HISTORY     - Date     Condition        Report By
 FM0298  HISTORY     - 1935     MONUMENTED       CGS
 FM0298  HISTORY     - 1966     GOOD             USGS
 FM0298
 FM0298                          STATION DESCRIPTION
 FM0298
 FM0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0298'20.0 MI NW FROM BUSHLAND.
 FM0298'TO REACH BENCHMARK FROM POST-OFFICE GO 6.3 MILES NORTHWEST ALONG GOOD
 FM0298'GRADED ROAD TO JUNCTION OF AMARILLO-TASCOSA ROAD, THENCE 7.5 MILES
 FM0298'NORTHWEST TO TRAIL LEADING SOUTHWESTERLY THROUGH WIRE GATE, THENCE
 FM0298'SOUTHWESTERLY ALONG WINDING TRAIL 0.3 MILE TO E-W FENCE, THENCE WEST
 FM0298'ALONG FENCE 2.0 MILES, THENCE SOUTH ALONG TRAIL 2.1 MILES TO JUNCTION
 FM0298'OF TRAILS, THENCE SOUTHWEST ALONG TRAIL AROUND EAST END OF CANYON 1.2
 FM0298'MILES TO E-W FENCE, THENCE SOUTH 0.6 MILE ACROSS COUNTRY TO ROCKY
 FM0298'DRAW.  BENCHMARK IS SET IN DRILL HOLE IN HIGHEST POINT OF A SANDSTONE
 FM0298'LEDGE APPROXIMATELY 15 FEET ABOVE CREEK BED.  BEING AT THE SOUTH END
 FM0298'OF CANYON 147.0 FEET EAST OF CENTERLINE OF CREEK, AND 94.0 FEET SOUTH
 FM0298'OF TRAIL.
 FM0298
 FM0298                          STATION RECOVERY (1966)
 FM0298
 FM0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0715 ***********************************************************************
 FL0715  DESIGNATION -  W 529
 FL0715  PID         -  FL0715
 FL0715  STATE/COUNTY-  TX/HUTCHINSON
 FL0715  USGS QUAD   -  ADOBE CREEK (1971)
 FL0715
 FL0715                         *CURRENT SURVEY CONTROL
 FL0715  ___________________________________________________________________
 FL0715* NAD 83(1986)-  35 53 01.     (N)    101 09 26.     (W)     SCALED    
 FL0715* NAVD 88     -       813.116  (meters)    2667.70   (feet)  ADJUSTED  
 FL0715  ___________________________________________________________________
 FL0715  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FL0715  DYNAMIC HT  -         812.236 (meters)    2664.81  (feet)  COMP
 FL0715  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 FL0715
 FL0715  VERT ORDER  -  SECOND    CLASS 0
 FL0715
 FL0715.The horizontal coordinates were scaled from a topographic map and have
 FL0715.an estimated accuracy of +/- 6 seconds.
 FL0715
 FL0715.The orthometric height was determined by differential leveling
 FL0715.and adjusted by the National Geodetic Survey in June 1991..
 FL0715
 FL0715.The geoid height was determined by GEOID03.
 FL0715
 FL0715.The dynamic height is computed by dividing the NAVD 88
 FL0715.geopotential number by the normal gravity value computed on the
 FL0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0715.degrees latitude (g = 980.6199 gals.).
 FL0715
 FL0715.The modeled gravity was interpolated from observed gravity values.
 FL0715
 FL0715;                    North         East    Units  Estimated Accuracy
 FL0715;SPC TX N     - 1,209,020.      230,950.      MT  (+/- 180 meters Scaled)
 FL0715
 FL0715                          SUPERSEDED SURVEY CONTROL
 FL0715
 FL0715  NGVD 29 (??/??/92)  812.712  (m)         2666.37   (f) ADJ UNCH    2 0
 FL0715
 FL0715.Superseded values are not recommended for survey control.
 FL0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0715.See file dsdata.txt to determine how the superseded data were derived.
 FL0715
 FL0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE052731(NAD 83)
 FL0715_MARKER: DB = BENCH MARK DISK
 FL0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0715_STAMPING: W 529 1935
 FL0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0715+STABILITY: SURFACE MOTION
 FL0715
 FL0715  HISTORY     - Date     Condition        Report By
 FL0715  HISTORY     - 1935     MONUMENTED       CGS
 FL0715  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0715
 FL0715                          STATION DESCRIPTION
 FL0715
 FL0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0715'10.3 MI NE FROM PLEMONS.
 FL0715'10.3 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM THE POST OFFICE AT
 FL0715'PLEMONS, AT THE JUNCTION OF A TRAIL LEADING EAST, AT THE LOWER SECTION
 FL0715'OF TURKEY TRACK RANCH, 220 FEET WEST OF THE WEST END OF THE BORGER
 FL0715'SPORTING CLUB LAKE, AND 47 FEET EAST OF THE CENTERLINE OF THE ROAD. A
 FL0715'STANDARD DISK, STAMPED W 529 1935 AND SET IN THE TOP OF A CONCRETE
 FL0715'POST.
 FL0715
 FL0715                          STATION RECOVERY (1971)
 FL0715
 FL0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0142 ***********************************************************************
 AW0142  DESIGNATION -  W 53
 AW0142  PID         -  AW0142
 AW0142  STATE/COUNTY-  TX/BRAZORIA
 AW0142  USGS QUAD   -  ALGOA (1974)
 AW0142
 AW0142                         *CURRENT SURVEY CONTROL
 AW0142  ___________________________________________________________________
 AW0142* NAD 83(1986)-  29 25 13.     (N)    095 13 42.     (W)     SCALED    
 AW0142* NAVD 88     -        12.204  (meters)      40.04   (feet)  ADJUSTED  
 AW0142  ___________________________________________________________________
 AW0142  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW0142  DYNAMIC HT  -          12.187 (meters)      39.98  (feet)  COMP
 AW0142  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 AW0142
 AW0142  VERT ORDER  -  FIRST     CLASS I
 AW0142
 AW0142.The horizontal coordinates were scaled from a topographic map and have
 AW0142.an estimated accuracy of +/- 6 seconds.
 AW0142
 AW0142.The orthometric height was determined by differential leveling
 AW0142.and adjusted by the National Geodetic Survey in June 1991..
 AW0142
 AW0142.The geoid height was determined by GEOID03.
 AW0142
 AW0142.The dynamic height is computed by dividing the NAVD 88
 AW0142.geopotential number by the normal gravity value computed on the
 AW0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0142.degrees latitude (g = 980.6199 gals.).
 AW0142
 AW0142.The modeled gravity was interpolated from observed gravity values.
 AW0142
 AW0142;                    North         East    Units  Estimated Accuracy
 AW0142;SPC TXSC     - 4,181,780.      965,900.      MT  (+/- 180 meters Scaled)
 AW0142
 AW0142                          SUPERSEDED SURVEY CONTROL
 AW0142
 AW0142  NGVD 29 (12/23/87)   12.201  (m)           40.03   (f) ADJUSTED    1 1
 AW0142
 AW0142.Superseded values are not recommended for survey control.
 AW0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0142.See file dsdata.txt to determine how the superseded data were derived.
 AW0142
 AW0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN838566(NAD 83)
 AW0142_MARKER: DB = BENCH MARK DISK
 AW0142_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0142_SP_SET: HEADWALL
 AW0142_STAMPING: W 53 1918 ELEV 42.74 FT
 AW0142_MARK LOGO: CGS   
 AW0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0142+STABILITY: SURFACE MOTION
 AW0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0142+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 AW0142
 AW0142  HISTORY     - Date     Condition        Report By
 AW0142  HISTORY     - 1918     MONUMENTED       CGS
 AW0142  HISTORY     - 1973     GOOD             NGS
 AW0142  HISTORY     - 1978     GOOD             NGS
 AW0142  HISTORY     - 1978     GOOD             NGS
 AW0142  HISTORY     - 1986     GOOD             NGS
 AW0142  HISTORY     - 1987     GOOD             USPSQD
 AW0142  HISTORY     - 1987     GOOD             USPSQD
 AW0142  HISTORY     - 1987     GOOD             USPSQD
 AW0142  HISTORY     - 1987     GOOD             USPSQD
 AW0142  HISTORY     - 1988     GOOD             USPSQD
 AW0142  HISTORY     - 1988     GOOD             USPSQD
 AW0142  HISTORY     - 1988     GOOD             USPSQD
 AW0142  HISTORY     - 1988     GOOD             USPSQD
 AW0142  HISTORY     - 1988     GOOD             USPSQD
 AW0142  HISTORY     - 1988     GOOD             USPSQD
 AW0142  HISTORY     - 1988     GOOD             USPSQD
 AW0142  HISTORY     - 1988     GOOD             USPSQD
 AW0142  HISTORY     - 1988     GOOD             USPSQD
 AW0142  HISTORY     - 1988     GOOD             USPSQD
 AW0142  HISTORY     - 1988     GOOD             USPSQD
 AW0142  HISTORY     - 1989     GOOD             USPSQD
 AW0142  HISTORY     - 1990     GOOD             USPSQD
 AW0142  HISTORY     - 19970628 GOOD             USPSQD
 AW0142  HISTORY     - 20020109 GOOD             USPSQD
 AW0142  HISTORY     - 20041021 GOOD             USPSQD
 AW0142
 AW0142                          STATION DESCRIPTION
 AW0142
 AW0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0142'0.75 MI E FROM ALVIN.
 AW0142'0.75 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0142'THE STATION AT ALVIN, 0.25 MILE EAST OF MILE POST 28, 0.15 MILE EAST
 AW0142'OF A ROAD CROSSING, SET IN THE TOP AND 0.6 FOOT WEST OF THE EAST END
 AW0142'OF THE NORTH HEADWALL OF A CULVERT, 11 FEET NORTH OF THE NORTH RAIL,
 AW0142'AND ABOUT 5 FEET LOWER THAN THE TRACK.
 AW0142
 AW0142                          STATION RECOVERY (1978)
 AW0142
 AW0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1978)
 AW0142
 AW0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1986)
 AW0142
 AW0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1987)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1987)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1987)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1987)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1988)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1988)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1988)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1988)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1988)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1988)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1988)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1988)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1988)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1988)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1988)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1989)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1990)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1990 (KCS)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (1997)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (2002)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0142'RECOVERED IN GOOD CONDITION.
 AW0142
 AW0142                          STATION RECOVERY (2004)
 AW0142
 AW0142'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0529 ***********************************************************************
 FL0529  DESIGNATION -  W 530
 FL0529  PID         -  FL0529
 FL0529  STATE/COUNTY-  TX/ROBERTS
 FL0529  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0529
 FL0529                         *CURRENT SURVEY CONTROL
 FL0529  ___________________________________________________________________
 FL0529* NAD 83(1986)-  35 59 31.     (N)    100 35 04.     (W)     SCALED    
 FL0529* NAVD 88     -       737.435  (meters)    2419.40   (feet)  ADJUSTED  
 FL0529  ___________________________________________________________________
 FL0529  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FL0529  DYNAMIC HT  -         736.655 (meters)    2416.84  (feet)  COMP
 FL0529  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 FL0529
 FL0529  VERT ORDER  -  SECOND    CLASS 0
 FL0529
 FL0529.The horizontal coordinates were scaled from a topographic map and have
 FL0529.an estimated accuracy of +/- 6 seconds.
 FL0529
 FL0529.The orthometric height was determined by differential leveling
 FL0529.and adjusted by the National Geodetic Survey in June 1991..
 FL0529
 FL0529.The geoid height was determined by GEOID03.
 FL0529
 FL0529.The dynamic height is computed by dividing the NAVD 88
 FL0529.geopotential number by the normal gravity value computed on the
 FL0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0529.degrees latitude (g = 980.6199 gals.).
 FL0529
 FL0529.The modeled gravity was interpolated from observed gravity values.
 FL0529
 FL0529;                    North         East    Units  Estimated Accuracy
 FL0529;SPC TX N     - 1,221,370.      282,550.      MT  (+/- 180 meters Scaled)
 FL0529
 FL0529                          SUPERSEDED SURVEY CONTROL
 FL0529
 FL0529  NGVD 29 (??/??/92)  737.092  (m)         2418.28   (f) ADJ UNCH    2 0
 FL0529
 FL0529.Superseded values are not recommended for survey control.
 FL0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0529.See file dsdata.txt to determine how the superseded data were derived.
 FL0529
 FL0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE571842(NAD 83)
 FL0529_MARKER: DB = BENCH MARK DISK
 FL0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0529_STAMPING: W 530 1935
 FL0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0529+STABILITY: SURFACE MOTION
 FL0529
 FL0529  HISTORY     - Date     Condition        Report By
 FL0529  HISTORY     - 1935     MONUMENTED       CGS
 FL0529
 FL0529                          STATION DESCRIPTION
 FL0529
 FL0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0529'16.6 MI NW FROM CANADIAN.
 FL0529'IN ROBERTS COUNTY, 9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE
 FL0529'POST OFFICE AT CANADIAN, HEMPHILL COUNTY, THENCE 7.6 MILES WEST ALONG
 FL0529'A ROAD.  1.0 MILE EAST OF THE ENTRANCE TO THE L.O. CONNELY RANCH, 0.4
 FL0529'MILE WEST OF THE E.M. FREEMAN SECTION-LINE FENCE, 64.7 FEET NORTH OF
 FL0529'THE CENTERLINE OF THE ROAD, 57.8 FEET NORTH OF THE NORTH END OF AN
 FL0529'AUTOMOBILE GATE, AND 3.6 FEET WEST OF THE SECTION-LINE FENCE.  A
 FL0529'STANDARD DISK, STAMPED W 530 1935 AND SET IN THE TOP OF A CONCRETE
 FL0529'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0392 ***********************************************************************
 FM0392  DESIGNATION -  W 532
 FM0392  PID         -  FM0392
 FM0392  STATE/COUNTY-  TX/OLDHAM
 FM0392  USGS QUAD   -  ALAMOCITOS CAMP (1966)
 FM0392
 FM0392                         *CURRENT SURVEY CONTROL
 FM0392  ___________________________________________________________________
 FM0392* NAD 83(1986)-  35 24 31.     (N)    102 34 22.     (W)     SCALED    
 FM0392* NAVD 88     -      1153.670  (meters)    3785.00   (feet)  ADJUSTED  
 FM0392  ___________________________________________________________________
 FM0392  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 FM0392  DYNAMIC HT  -        1152.306 (meters)    3780.52  (feet)  COMP
 FM0392  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 FM0392
 FM0392  VERT ORDER  -  SECOND    CLASS 0
 FM0392
 FM0392.The horizontal coordinates were scaled from a topographic map and have
 FM0392.an estimated accuracy of +/- 6 seconds.
 FM0392
 FM0392.The orthometric height was determined by differential leveling
 FM0392.and adjusted by the National Geodetic Survey in June 1991..
 FM0392
 FM0392.The geoid height was determined by GEOID03.
 FM0392
 FM0392.The dynamic height is computed by dividing the NAVD 88
 FM0392.geopotential number by the normal gravity value computed on the
 FM0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0392.degrees latitude (g = 980.6199 gals.).
 FM0392
 FM0392.The modeled gravity was interpolated from observed gravity values.
 FM0392
 FM0392;                    North         East    Units  Estimated Accuracy
 FM0392;SPC TX N     - 1,156,800.      102,570.      MT  (+/- 180 meters Scaled)
 FM0392
 FM0392                          SUPERSEDED SURVEY CONTROL
 FM0392
 FM0392  NGVD 29 (??/??/92) 1153.161  (m)         3783.33   (f) ADJ UNCH    2 0
 FM0392
 FM0392.Superseded values are not recommended for survey control.
 FM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0392.See file dsdata.txt to determine how the superseded data were derived.
 FM0392
 FM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV204210(NAD 83)
 FM0392_MARKER: DB = BENCH MARK DISK
 FM0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0392_STAMPING: W 532 1935
 FM0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0392+STABILITY: SURFACE MOTION
 FM0392
 FM0392  HISTORY     - Date     Condition        Report By
 FM0392  HISTORY     - 1935     MONUMENTED       CGS
 FM0392  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0392
 FM0392                          STATION DESCRIPTION
 FM0392
 FM0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0392'17.2 MI NW FROM VEGA.
 FM0392'TO REACH FROM VEGA POST OFFICE GO 6.3 MILES WEST ALONG U.S. HIGHWAY
 FM0392'NO. 66, THENCE 10.9 MILES NORTHWEST ALONG TRAIL.  IN THE CENTER OF A
 FM0392'SHALLOW VALLEY, 3.85 MILES SOUTHEAST OF ALMA SITAS RANCH, 0.3 MILE
 FM0392'SOUTH OF POINT WHERE TRAIL MAKES A JOG TO THE WEST.  42 FEET EAST OF
 FM0392'CENTERLINE OF TRAIL.
 FM0392
 FM0392                          STATION RECOVERY (1966)
 FM0392
 FM0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1380 ***********************************************************************
 FL1380  DESIGNATION -  W 533
 FL1380  PID         -  FL1380
 FL1380  STATE/COUNTY-  TX/HUTCHINSON
 FL1380  USGS QUAD   -  CAMP CREEK (1974)
 FL1380
 FL1380                         *CURRENT SURVEY CONTROL
 FL1380  ___________________________________________________________________
 FL1380* NAD 83(1986)-  35 45 16.     (N)    101 30 06.     (W)     SCALED    
 FL1380* NAVD 88     -       915.007  (meters)    3001.99   (feet)  ADJUSTED  
 FL1380  ___________________________________________________________________
 FL1380  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FL1380  DYNAMIC HT  -         913.977 (meters)    2998.61  (feet)  COMP
 FL1380  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 FL1380
 FL1380  VERT ORDER  -  SECOND    CLASS 0
 FL1380
 FL1380.The horizontal coordinates were scaled from a topographic map and have
 FL1380.an estimated accuracy of +/- 6 seconds.
 FL1380
 FL1380.The orthometric height was determined by differential leveling
 FL1380.and adjusted by the National Geodetic Survey in June 1991..
 FL1380
 FL1380.The geoid height was determined by GEOID03.
 FL1380
 FL1380.The dynamic height is computed by dividing the NAVD 88
 FL1380.geopotential number by the normal gravity value computed on the
 FL1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1380.degrees latitude (g = 980.6199 gals.).
 FL1380
 FL1380.The modeled gravity was interpolated from observed gravity values.
 FL1380
 FL1380;                    North         East    Units  Estimated Accuracy
 FL1380;SPC TX N     - 1,194,630.      199,850.      MT  (+/- 180 meters Scaled)
 FL1380
 FL1380                          SUPERSEDED SURVEY CONTROL
 FL1380
 FL1380  NGVD 29 (??/??/92)  914.567  (m)         3000.54   (f) ADJ UNCH    2 0
 FL1380
 FL1380.Superseded values are not recommended for survey control.
 FL1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1380.See file dsdata.txt to determine how the superseded data were derived.
 FL1380
 FL1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE738596(NAD 83)
 FL1380_MARKER: DB = BENCH MARK DISK
 FL1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1380_STAMPING: W-533 1935
 FL1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1380+STABILITY: SURFACE MOTION
 FL1380
 FL1380  HISTORY     - Date     Condition        Report By
 FL1380  HISTORY     - 1935     MONUMENTED       CGS
 FL1380
 FL1380                          STATION DESCRIPTION
 FL1380
 FL1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1380'0.9 MI E FROM OIL CITY.
 FL1380'0.9 MILES EAST OF DEPOT BY RAIL BENCHMARK IS LOCATED NEAR ROAD
 FL1380'CROSSING AT EAST END OF LONG DEEP CUT AND AT WEST END OF HIGH FILL. 11
 FL1380'RAIL LENGTHS EAST OF MILE POST NO. 49.3.  99.0 FEET NORTH OF NORTH
 FL1380'RAIL.  81.0 FEET WEST OF CENTER-LINE OF ROAD.  5.4 FEET SOUTHEAST OF
 FL1380'CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1189 ***********************************************************************
 FL1189  DESIGNATION -  W 534
 FL1189  PID         -  FL1189
 FL1189  STATE/COUNTY-  TX/CARSON
 FL1189  USGS QUAD   -  WASHBURN (1973)
 FL1189
 FL1189                         *CURRENT SURVEY CONTROL
 FL1189  ___________________________________________________________________
 FL1189* NAD 83(1986)-  35 14 14.     (N)    101 32 25.     (W)     SCALED    
 FL1189* NAVD 88     -      1064.327  (meters)    3491.88   (feet)  ADJUSTED  
 FL1189  ___________________________________________________________________
 FL1189  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL1189  DYNAMIC HT  -        1063.061 (meters)    3487.73  (feet)  COMP
 FL1189  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 FL1189
 FL1189  VERT ORDER  -  SECOND    CLASS 0
 FL1189
 FL1189.The horizontal coordinates were scaled from a topographic map and have
 FL1189.an estimated accuracy of +/- 6 seconds.
 FL1189
 FL1189.The orthometric height was determined by differential leveling
 FL1189.and adjusted by the National Geodetic Survey in June 1991..
 FL1189
 FL1189.The geoid height was determined by GEOID03.
 FL1189
 FL1189.The dynamic height is computed by dividing the NAVD 88
 FL1189.geopotential number by the normal gravity value computed on the
 FL1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1189.degrees latitude (g = 980.6199 gals.).
 FL1189
 FL1189.The modeled gravity was interpolated from observed gravity values.
 FL1189
 FL1189;                    North         East    Units  Estimated Accuracy
 FL1189;SPC TX N     - 1,137,250.      196,330.      MT  (+/- 180 meters Scaled)
 FL1189
 FL1189                          SUPERSEDED SURVEY CONTROL
 FL1189
 FL1189  NGVD 29 (??/??/92) 1063.829  (m)         3490.25   (f) ADJ UNCH    2 0
 FL1189
 FL1189.Superseded values are not recommended for survey control.
 FL1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1189.See file dsdata.txt to determine how the superseded data were derived.
 FL1189
 FL1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE688023(NAD 83)
 FL1189_MARKER: DB = BENCH MARK DISK
 FL1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1189_STAMPING: W 534 1935
 FL1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1189+STABILITY: SURFACE MOTION
 FL1189
 FL1189  HISTORY     - Date     Condition        Report By
 FL1189  HISTORY     - 1935     MONUMENTED       CGS
 FL1189  HISTORY     - 1954     MARK NOT FOUND   USGS
 FL1189
 FL1189                          STATION DESCRIPTION
 FL1189
 FL1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1189'2.0 MI N FROM YARNALL.
 FL1189'TO REACH FROM YARNALL DEPOT GO 2.0 MILES NORTH ALONG GRADED ROAD TO
 FL1189'POINT WHERE ROAD MAKES A JOG OF 0.1 MILE.  1.5 MILES NORTH OF SCHOOL
 FL1189'BUILDING AND STATE HIGHWAY NO. 67.  AT EAST END OF JOG IN ROAD, ABOUT
 FL1189'350 FEET NORTHWEST OF SMALL WHITE RANCH HOUSE, 76 FEET SOUTHEAST OF
 FL1189'CENTERLINE OF ROAD, AND 12.4 FEET NORTHWEST OF CORNER FENCE POST.
 FL1189
 FL1189                          STATION RECOVERY (1954)
 FL1189
 FL1189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FL1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1033 ***********************************************************************
 FL1033  DESIGNATION -  W 536
 FL1033  PID         -  FL1033
 FL1033  STATE/COUNTY-  TX/CARSON
 FL1033  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1033
 FL1033                         *CURRENT SURVEY CONTROL
 FL1033  ___________________________________________________________________
 FL1033* NAD 83(1986)-  35 21 10.     (N)    101 25 03.     (W)     SCALED    
 FL1033* NAVD 88     -      1058.301  (meters)    3472.11   (feet)  ADJUSTED  
 FL1033  ___________________________________________________________________
 FL1033  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 FL1033  DYNAMIC HT  -        1057.059 (meters)    3468.03  (feet)  COMP
 FL1033  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 FL1033
 FL1033  VERT ORDER  -  SECOND    CLASS 0
 FL1033
 FL1033.The horizontal coordinates were scaled from a topographic map and have
 FL1033.an estimated accuracy of +/- 6 seconds.
 FL1033
 FL1033.The orthometric height was determined by differential leveling
 FL1033.and adjusted by the National Geodetic Survey in June 1991..
 FL1033
 FL1033.The geoid height was determined by GEOID03.
 FL1033
 FL1033.The dynamic height is computed by dividing the NAVD 88
 FL1033.geopotential number by the normal gravity value computed on the
 FL1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1033.degrees latitude (g = 980.6199 gals.).
 FL1033
 FL1033.The modeled gravity was interpolated from observed gravity values.
 FL1033
 FL1033;                    North         East    Units  Estimated Accuracy
 FL1033;SPC TX N     - 1,150,080.      207,500.      MT  (+/- 180 meters Scaled)
 FL1033
 FL1033                          SUPERSEDED SURVEY CONTROL
 FL1033
 FL1033  NGVD 29 (??/??/92) 1057.799  (m)         3470.46   (f) ADJ UNCH    2 0
 FL1033
 FL1033.Superseded values are not recommended for survey control.
 FL1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1033.See file dsdata.txt to determine how the superseded data were derived.
 FL1033
 FL1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE803148(NAD 83)
 FL1033_MARKER: DB = BENCH MARK DISK
 FL1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1033_STAMPING: W 536 1935
 FL1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1033+STABILITY: SURFACE MOTION
 FL1033
 FL1033  HISTORY     - Date     Condition        Report By
 FL1033  HISTORY     - 1935     MONUMENTED       CGS
 FL1033
 FL1033                          STATION DESCRIPTION
 FL1033
 FL1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1033'3.1 MI NW FROM PANHANDLE.
 FL1033'3.1 MILES NORTHWEST OF A.T. AND S.F. R.R DEPOT
 FL1033'BY RAIL. ALONG THE PANHANDLE AND SANTA FE RAILROAD BETWEEN
 FL1033'PANHANDLE AND BORGER.  IN THE CENTER OF THE WEST SIDE OF ATRIANGULAR
 FL1033'SHAPED PLOT OF LAND FORMED BY TWO GRADED ROADS AND THE RAILROAD.  43
 FL1033'FEET EAST OF EAST RAIL, 12 FEET SOUTH OF MILE POST 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0355 ***********************************************************************
 FM0355  DESIGNATION -  W 541
 FM0355  PID         -  FM0355
 FM0355  STATE/COUNTY-  TX/DEAF SMITH
 FM0355  USGS QUAD   -  WILDORADO SW (1984)
 FM0355
 FM0355                         *CURRENT SURVEY CONTROL
 FM0355  ___________________________________________________________________
 FM0355* NAD 83(1986)-  35 00 58.     (N)    102 12 15.     (W)     SCALED    
 FM0355* NAVD 88     -      1163.842  (meters)    3818.37   (feet)  ADJUSTED  
 FM0355  ___________________________________________________________________
 FM0355  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 FM0355  DYNAMIC HT  -        1162.415 (meters)    3813.69  (feet)  COMP
 FM0355  MODELED GRAV-     979,367.8   (mgal)                       NAVD 88
 FM0355
 FM0355  VERT ORDER  -  SECOND    CLASS 0
 FM0355
 FM0355.The horizontal coordinates were scaled from a topographic map and have
 FM0355.an estimated accuracy of +/- 6 seconds.
 FM0355
 FM0355.The orthometric height was determined by differential leveling
 FM0355.and adjusted by the National Geodetic Survey in June 1991..
 FM0355
 FM0355.The geoid height was determined by GEOID03.
 FM0355
 FM0355.The dynamic height is computed by dividing the NAVD 88
 FM0355.geopotential number by the normal gravity value computed on the
 FM0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0355.degrees latitude (g = 980.6199 gals.).
 FM0355
 FM0355.The modeled gravity was interpolated from observed gravity values.
 FM0355
 FM0355;                    North         East    Units  Estimated Accuracy
 FM0355;SPC TX N     - 1,112,950.      135,740.      MT  (+/- 180 meters Scaled)
 FM0355
 FM0355                          SUPERSEDED SURVEY CONTROL
 FM0355
 FM0355  NGVD 29 (??/??/92) 1163.328  (m)         3816.69   (f) ADJ UNCH    2 0
 FM0355
 FM0355.Superseded values are not recommended for survey control.
 FM0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0355.See file dsdata.txt to determine how the superseded data were derived.
 FM0355
 FM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU551784(NAD 83)
 FM0355_MARKER: DB = BENCH MARK DISK
 FM0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0355_STAMPING: W 541 1935
 FM0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0355+STABILITY: SURFACE MOTION
 FM0355
 FM0355  HISTORY     - Date     Condition        Report By
 FM0355  HISTORY     - 1935     MONUMENTED       CGS
 FM0355  HISTORY     - 1984     MARK NOT FOUND   NGS
 FM0355
 FM0355                          STATION DESCRIPTION
 FM0355
 FM0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0355'0.4 MI W FROM DAWN.
 FM0355'0.4 MILE WEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT DAWN,
 FM0355'DEAF SMITH COUNTY, 7.5 MILES NORTH ALONG A GRADED ROAD, AT A ROAD
 FM0355'INTERSECTION WITH A SCHOOLHOUSE AT THE NORTHWEST CORNER OF THE
 FM0355'INTERSECTION, 181 FEET NORTH OF THE CENTER OF THE INTERSECTION, 57
 FM0355'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 48 FEET
 FM0355'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 17 FEET WEST OF A
 FM0355'FENCE CORNER, AND SET IN THE TOP OF A CONCRETE POST.
 FM0355
 FM0355                          STATION RECOVERY (1984)
 FM0355
 FM0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FM0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0583 ***********************************************************************
 FL0583  DESIGNATION -  W 543
 FL0583  PID         -  FL0583
 FL0583  STATE/COUNTY-  TX/ROBERTS
 FL0583  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0583
 FL0583                         *CURRENT SURVEY CONTROL
 FL0583  ___________________________________________________________________
 FL0583* NAD 83(1986)-  35 52 58.     (N)    100 35 02.     (W)     SCALED    
 FL0583* NAVD 88     -       870.062  (meters)    2854.53   (feet)  ADJUSTED  
 FL0583  ___________________________________________________________________
 FL0583  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FL0583  DYNAMIC HT  -         869.113 (meters)    2851.41  (feet)  COMP
 FL0583  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 FL0583
 FL0583  VERT ORDER  -  SECOND    CLASS 0
 FL0583
 FL0583.The horizontal coordinates were scaled from a topographic map and have
 FL0583.an estimated accuracy of +/- 6 seconds.
 FL0583
 FL0583.The orthometric height was determined by differential leveling
 FL0583.and adjusted by the National Geodetic Survey in June 1991..
 FL0583
 FL0583.The geoid height was determined by GEOID03.
 FL0583
 FL0583.The dynamic height is computed by dividing the NAVD 88
 FL0583.geopotential number by the normal gravity value computed on the
 FL0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0583.degrees latitude (g = 980.6199 gals.).
 FL0583
 FL0583.The modeled gravity was interpolated from observed gravity values.
 FL0583
 FL0583;                    North         East    Units  Estimated Accuracy
 FL0583;SPC TX N     - 1,209,260.      282,720.      MT  (+/- 180 meters Scaled)
 FL0583
 FL0583                          SUPERSEDED SURVEY CONTROL
 FL0583
 FL0583  NGVD 29 (??/??/92)  869.685  (m)         2853.29   (f) ADJ UNCH    2 0
 FL0583
 FL0583.Superseded values are not recommended for survey control.
 FL0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0583.See file dsdata.txt to determine how the superseded data were derived.
 FL0583
 FL0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE570721(NAD 83)
 FL0583_MARKER: DB = BENCH MARK DISK
 FL0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0583_STAMPING: W 543 1935
 FL0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0583+STABILITY: SURFACE MOTION
 FL0583
 FL0583  HISTORY     - Date     Condition        Report By
 FL0583  HISTORY     - 1935     MONUMENTED       CGS
 FL0583  HISTORY     - 1948     GOOD             NGS
 FL0583
 FL0583                          STATION DESCRIPTION
 FL0583
 FL0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 FL0583'13.0 MI W FROM CANADIAN.
 FL0583'LN ROBERTS COUNTY, 13.0 MILES WEST ALONG A GRADED ROAD FROM THE POST
 FL0583'OFFICE AT CANADIAN, HEMPHILL COUNTY, THENCE 3.7 MILES SOUTH ALONG A
 FL0583'TRAIL.  AT THE TOP OF A HILL BETWEEN DEEP GULLIES, ABOUT 800 FEET WEST
 FL0583'OF THE NORTH-AND-SOUTH SECTION-LINE FENCE, AND 169 FEET EAST OF THE
 FL0583'CENTERLINE OF THE TRAIL.  A STANDARD DISK, STAMPED W 543 1935 AND SET
 FL0583'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0960 ***********************************************************************
 FL0960  DESIGNATION -  W 544
 FL0960  PID         -  FL0960
 FL0960  STATE/COUNTY-  TX/GRAY
 FL0960  USGS QUAD   -  GROOM (1983)
 FL0960
 FL0960                         *CURRENT SURVEY CONTROL
 FL0960  ___________________________________________________________________
 FL0960* NAD 83(1986)-  35 14 54.     (N)    101 00 31.     (W)     SCALED    
 FL0960* NAVD 88     -       993.465  (meters)    3259.39   (feet)  ADJUSTED  
 FL0960  ___________________________________________________________________
 FL0960  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL0960  DYNAMIC HT  -         992.331 (meters)    3255.67  (feet)  COMP
 FL0960  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 FL0960
 FL0960  VERT ORDER  -  SECOND    CLASS 0
 FL0960
 FL0960.The horizontal coordinates were scaled from a topographic map and have
 FL0960.an estimated accuracy of +/- 6 seconds.
 FL0960
 FL0960.The orthometric height was determined by differential leveling
 FL0960.and adjusted by the National Geodetic Survey in June 1991..
 FL0960
 FL0960.The geoid height was determined by GEOID03.
 FL0960
 FL0960.The dynamic height is computed by dividing the NAVD 88
 FL0960.geopotential number by the normal gravity value computed on the
 FL0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0960.degrees latitude (g = 980.6199 gals.).
 FL0960
 FL0960.The modeled gravity was interpolated from observed gravity values.
 FL0960
 FL0960;                    North         East    Units  Estimated Accuracy
 FL0960;SPC TX N     - 1,138,600.      244,720.      MT  (+/- 180 meters Scaled)
 FL0960
 FL0960                          SUPERSEDED SURVEY CONTROL
 FL0960
 FL0960  NGVD 29 (??/??/92)  993.026  (m)         3257.95   (f) ADJ UNCH    2 0
 FL0960
 FL0960.Superseded values are not recommended for survey control.
 FL0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0960.See file dsdata.txt to determine how the superseded data were derived.
 FL0960
 FL0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE172024(NAD 83)
 FL0960_MARKER: DB = BENCH MARK DISK
 FL0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0960_STAMPING: W 544 1935
 FL0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0960+STABILITY: SURFACE MOTION
 FL0960
 FL0960  HISTORY     - Date     Condition        Report By
 FL0960  HISTORY     - 1935     MONUMENTED       CGS
 FL0960  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0960
 FL0960                          STATION DESCRIPTION
 FL0960
 FL0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0960'4.7 MI N FROM BOYDSTON.
 FL0960'4.7 MILES NORTH ALONG A GRADED ROAD FROM THE CHICAGO, ROCK ISLAND AND
 FL0960'PACIFIC RAILWAY STATION AT BOYDSTON, GRAY COUNTY, 0.4 MILE SOUTH OF A
 FL0960'ROAD JUNCTION, 0.5 MILE WEST OF A RANCH HOUSE, 34.2 FEET EAST OF THE
 FL0960'CENTERLINE OF THE ROAD, AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 FL0960'STANDARD DISK, STAMPED W 544 1935 AND SET IN THE TOP OF A CONCRETE
 FL0960'POST.
 FL0960
 FL0960                          STATION RECOVERY (1984)
 FL0960
 FL0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0976 ***********************************************************************
 FL0976  DESIGNATION -  W 545
 FL0976  PID         -  FL0976
 FL0976  STATE/COUNTY-  TX/CARSON
 FL0976  USGS QUAD   -  PANHANDLE EAST (1966)
 FL0976
 FL0976                         *CURRENT SURVEY CONTROL
 FL0976  ___________________________________________________________________
 FL0976* NAD 83(1986)-  35 19 12.     (N)    101 15 27.     (W)     SCALED    
 FL0976* NAVD 88     -      1029.607  (meters)    3377.97   (feet)  ADJUSTED  
 FL0976  ___________________________________________________________________
 FL0976  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0976  DYNAMIC HT  -        1028.410 (meters)    3374.04  (feet)  COMP
 FL0976  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 FL0976
 FL0976  VERT ORDER  -  SECOND    CLASS 0
 FL0976
 FL0976.The horizontal coordinates were scaled from a topographic map and have
 FL0976.an estimated accuracy of +/- 6 seconds.
 FL0976
 FL0976.The orthometric height was determined by differential leveling
 FL0976.and adjusted by the National Geodetic Survey in June 1991..
 FL0976
 FL0976.The geoid height was determined by GEOID03.
 FL0976
 FL0976.The dynamic height is computed by dividing the NAVD 88
 FL0976.geopotential number by the normal gravity value computed on the
 FL0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0976.degrees latitude (g = 980.6199 gals.).
 FL0976
 FL0976.The modeled gravity was interpolated from observed gravity values.
 FL0976
 FL0976;                    North         East    Units  Estimated Accuracy
 FL0976;SPC TX N     - 1,146,460.      222,050.      MT  (+/- 180 meters Scaled)
 FL0976
 FL0976                          SUPERSEDED SURVEY CONTROL
 FL0976
 FL0976  NGVD 29 (??/??/92) 1029.126  (m)         3376.39   (f) ADJ UNCH    2 0
 FL0976
 FL0976.Superseded values are not recommended for survey control.
 FL0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0976.See file dsdata.txt to determine how the superseded data were derived.
 FL0976
 FL0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE947108(NAD 83)
 FL0976_MARKER: DB = BENCH MARK DISK
 FL0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0976_STAMPING: W 545 1935
 FL0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0976+STABILITY: SURFACE MOTION
 FL0976
 FL0976  HISTORY     - Date     Condition        Report By
 FL0976  HISTORY     - 1935     MONUMENTED       CGS
 FL0976
 FL0976                          STATION DESCRIPTION
 FL0976
 FL0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0976'5.7 MI SW FROM WHITE DEER.
 FL0976'5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 FL0976'WHITE DEER, CARSON COUNTY, 4.5 MILES SOUT ALONG A GRADED ROAD.  0.4
 FL0976'MILE SOUTH OF HOBART SCHOOL (DISTRICT 5), 50 YARDS NORTH OF A DRY LAKE
 FL0976'BED, 34.8 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1.8 FET WEST OF
 FL0976'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 545 1935 AND SET
 FL0976'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0231 ***********************************************************************
 FL0231  DESIGNATION -  W 548
 FL0231  PID         -  FL0231
 FL0231  STATE/COUNTY-  TX/WHEELER
 FL0231  USGS QUAD   -  WHEELER (1978)
 FL0231
 FL0231                         *CURRENT SURVEY CONTROL
 FL0231  ___________________________________________________________________
 FL0231* NAD 83(1986)-  35 28 05.     (N)    100 20 50.     (W)     SCALED    
 FL0231* NAVD 88     -       794.901  (meters)    2607.94   (feet)  ADJUSTED  
 FL0231  ___________________________________________________________________
 FL0231  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL0231  DYNAMIC HT  -         794.045 (meters)    2605.13  (feet)  COMP
 FL0231  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 FL0231
 FL0231  VERT ORDER  -  SECOND    CLASS 0
 FL0231
 FL0231.The horizontal coordinates were scaled from a topographic map and have
 FL0231.an estimated accuracy of +/- 6 seconds.
 FL0231
 FL0231.The orthometric height was determined by differential leveling
 FL0231.and adjusted by the National Geodetic Survey in June 1991..
 FL0231
 FL0231.The geoid height was determined by GEOID03.
 FL0231
 FL0231.The dynamic height is computed by dividing the NAVD 88
 FL0231.geopotential number by the normal gravity value computed on the
 FL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0231.degrees latitude (g = 980.6199 gals.).
 FL0231
 FL0231.The modeled gravity was interpolated from observed gravity values.
 FL0231
 FL0231;                    North         East    Units  Estimated Accuracy
 FL0231;SPC TX N     - 1,163,470.      304,620.      MT  (+/- 180 meters Scaled)
 FL0231
 FL0231                          SUPERSEDED SURVEY CONTROL
 FL0231
 FL0231  NGVD 29 (??/??/92)  794.570  (m)         2606.85   (f) ADJ UNCH    2 0
 FL0231
 FL0231.Superseded values are not recommended for survey control.
 FL0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0231.See file dsdata.txt to determine how the superseded data were derived.
 FL0231
 FL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE777257(NAD 83)
 FL0231_MARKER: DB = BENCH MARK DISK
 FL0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0231_STAMPING: W 548 1935
 FL0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0231+STABILITY: SURFACE MOTION
 FL0231
 FL0231  HISTORY     - Date     Condition        Report By
 FL0231  HISTORY     - 1935     MONUMENTED       CGS
 FL0231  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL0231
 FL0231                          STATION DESCRIPTION
 FL0231
 FL0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0231'4.6 MI NW FROM WHEELER.
 FL0231'4.6 MILES NORTHWEST OF COURTHOUSE ALONG STATE HWY 152.  ALONG STATE
 FL0231'HIGHWAY NO. 152 BETWEEN WHEELER AND MOBEETIE.  AT FOOT OF HILL, 129.7
 FL0231'FEET NORTHWEST OF CORNER OF CONCRETE CULVERT, 42.3 FEET SOUTHWEST OF
 FL0231'CENTERLINE OF HIGHWAY.
 FL0231
 FL0231                          STATION RECOVERY (1962)
 FL0231
 FL0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0443 ***********************************************************************
 FL0443  DESIGNATION -  W 550
 FL0443  PID         -  FL0443
 FL0443  STATE/COUNTY-  TX/GRAY
 FL0443  USGS QUAD   -  TAYLOR RANCH (1968)
 FL0443
 FL0443                         *CURRENT SURVEY CONTROL
 FL0443  ___________________________________________________________________
 FL0443* NAD 83(1986)-  35 20 52.     (N)    100 47 18.     (W)     SCALED    
 FL0443* NAVD 88     -       925.193  (meters)    3035.40   (feet)  ADJUSTED  
 FL0443  ___________________________________________________________________
 FL0443  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL0443  DYNAMIC HT  -         924.195 (meters)    3032.13  (feet)  COMP
 FL0443  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 FL0443
 FL0443  VERT ORDER  -  SECOND    CLASS 0
 FL0443
 FL0443.The horizontal coordinates were scaled from a topographic map and have
 FL0443.an estimated accuracy of +/- 6 seconds.
 FL0443
 FL0443.The orthometric height was determined by differential leveling
 FL0443.and adjusted by the National Geodetic Survey in June 1991..
 FL0443
 FL0443.The geoid height was determined by GEOID03.
 FL0443
 FL0443.The dynamic height is computed by dividing the NAVD 88
 FL0443.geopotential number by the normal gravity value computed on the
 FL0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0443.degrees latitude (g = 980.6199 gals.).
 FL0443
 FL0443.The modeled gravity was interpolated from observed gravity values.
 FL0443
 FL0443;                    North         East    Units  Estimated Accuracy
 FL0443;SPC TX N     - 1,149,750.      264,680.      MT  (+/- 180 meters Scaled)
 FL0443
 FL0443                          SUPERSEDED SURVEY CONTROL
 FL0443
 FL0443  NGVD 29 (??/??/92)  924.819  (m)         3034.18   (f) ADJ UNCH    2 0
 FL0443
 FL0443.Superseded values are not recommended for survey control.
 FL0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0443.See file dsdata.txt to determine how the superseded data were derived.
 FL0443
 FL0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE374130(NAD 83)
 FL0443_MARKER: DB = BENCH MARK DISK
 FL0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0443_STAMPING: W 550 1935
 FL0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0443+STABILITY: SURFACE MOTION
 FL0443
 FL0443  HISTORY     - Date     Condition        Report By
 FL0443  HISTORY     - 1935     MONUMENTED       CGS
 FL0443  HISTORY     - 1941     GOOD             NGS
 FL0443  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0443
 FL0443                          STATION DESCRIPTION
 FL0443
 FL0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FL0443'7.4 MI S FROM LEFORS.
 FL0443'7.0 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS,
 FL0443'THENCE 0.4 MILE WEST ALONG A TRAIL.  127 FEET SOUTHWEST OF THE
 FL0443'SOUTHWEST CORNER OF A FARMHOUSE, 28.3 FEET NORTH OF THE CENTERLINE OF
 FL0443'THE TRAIL, AND 4.7 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK,
 FL0443'STAMPED W 550 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0443
 FL0443                          STATION RECOVERY (1966)
 FL0443
 FL0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0947 ***********************************************************************
 FL0947  DESIGNATION -  W 551
 FL0947  PID         -  FL0947
 FL0947  STATE/COUNTY-  TX/GRAY
 FL0947  USGS QUAD   -  KINGSMILL (1966)
 FL0947
 FL0947                         *CURRENT SURVEY CONTROL
 FL0947  ___________________________________________________________________
 FL0947* NAD 83(1986)-  35 23 10.     (N)    101 04 03.     (W)     SCALED    
 FL0947* NAVD 88     -      1004.527  (meters)    3295.69   (feet)  ADJUSTED  
 FL0947  ___________________________________________________________________
 FL0947  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL0947  DYNAMIC HT  -        1003.398 (meters)    3291.98  (feet)  COMP
 FL0947  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 FL0947
 FL0947  VERT ORDER  -  SECOND    CLASS 0
 FL0947
 FL0947.The horizontal coordinates were scaled from a topographic map and have
 FL0947.an estimated accuracy of +/- 6 seconds.
 FL0947
 FL0947.The orthometric height was determined by differential leveling
 FL0947.and adjusted by the National Geodetic Survey in June 1991..
 FL0947
 FL0947.The geoid height was determined by GEOID03.
 FL0947
 FL0947.The dynamic height is computed by dividing the NAVD 88
 FL0947.geopotential number by the normal gravity value computed on the
 FL0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0947.degrees latitude (g = 980.6199 gals.).
 FL0947
 FL0947.The modeled gravity was interpolated from observed gravity values.
 FL0947
 FL0947;                    North         East    Units  Estimated Accuracy
 FL0947;SPC TX N     - 1,153,860.      239,290.      MT  (+/- 180 meters Scaled)
 FL0947
 FL0947                          SUPERSEDED SURVEY CONTROL
 FL0947
 FL0947  NGVD 29 (??/??/92) 1004.091  (m)         3294.26   (f) ADJ UNCH    2 0
 FL0947
 FL0947.Superseded values are not recommended for survey control.
 FL0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0947.See file dsdata.txt to determine how the superseded data were derived.
 FL0947
 FL0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE122178(NAD 83)
 FL0947_MARKER: DB = BENCH MARK DISK
 FL0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0947_STAMPING: W 551 1935
 FL0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0947+STABILITY: SURFACE MOTION
 FL0947
 FL0947  HISTORY     - Date     Condition        Report By
 FL0947  HISTORY     - 1935     MONUMENTED       CGS
 FL0947
 FL0947                          STATION DESCRIPTION
 FL0947
 FL0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0947'8.5 MI SE FROM WHITE DEER.
 FL0947'IN GRAY COUNTY, 8.5 MILES SOUTHEAST OF WHITE DEER, CARSON COUNTY. THIS
 FL0947'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 2.3 MILES
 FL0947'SOUTH, 1.0 MILE EAST, 0.9 MILE SOUTH, AND 4.3 MILES EAST ALONG GRADED
 FL0947'ROADS.  IT IS 0.3 MILE WEST OF THE S. J. BENDNORZ FARMHOUSE, 30.7 FET
 FL0947'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 2.1 FEET NORTH
 FL0947'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 551 1935 AND
 FL0947'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0983 ***********************************************************************
 FL0983  DESIGNATION -  W 552
 FL0983  PID         -  FL0983
 FL0983  STATE/COUNTY-  TX/CARSON
 FL0983  USGS QUAD   -  PANHANDLE EAST (1966)
 FL0983
 FL0983                         *CURRENT SURVEY CONTROL
 FL0983  ___________________________________________________________________
 FL0983* NAD 83(1986)-  35 20 52.     (N)    101 21 43.     (W)     SCALED    
 FL0983* NAVD 88     -      1050.941  (meters)    3447.96   (feet)  ADJUSTED  
 FL0983  ___________________________________________________________________
 FL0983  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL0983  DYNAMIC HT  -        1049.711 (meters)    3443.93  (feet)  COMP
 FL0983  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 FL0983
 FL0983  VERT ORDER  -  SECOND    CLASS 0
 FL0983
 FL0983.The horizontal coordinates were scaled from a topographic map and have
 FL0983.an estimated accuracy of +/- 6 seconds.
 FL0983
 FL0983.The orthometric height was determined by differential leveling
 FL0983.and adjusted by the National Geodetic Survey in June 1991..
 FL0983
 FL0983.The geoid height was determined by GEOID03.
 FL0983
 FL0983.The dynamic height is computed by dividing the NAVD 88
 FL0983.geopotential number by the normal gravity value computed on the
 FL0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0983.degrees latitude (g = 980.6199 gals.).
 FL0983
 FL0983.The modeled gravity was interpolated from observed gravity values.
 FL0983
 FL0983;                    North         East    Units  Estimated Accuracy
 FL0983;SPC TX N     - 1,149,530.      212,550.      MT  (+/- 180 meters Scaled)
 FL0983
 FL0983                          SUPERSEDED SURVEY CONTROL
 FL0983
 FL0983  NGVD 29 (??/??/92) 1050.45   (m)         3446.4    (f) COMPUTED    2 0
 FL0983
 FL0983.Superseded values are not recommended for survey control.
 FL0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0983.See file dsdata.txt to determine how the superseded data were derived.
 FL0983
 FL0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE853141(NAD 83)
 FL0983_MARKER: DB = BENCH MARK DISK
 FL0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0983_STAMPING: W 552 1935
 FL0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0983+STABILITY: SURFACE MOTION
 FL0983
 FL0983  HISTORY     - Date     Condition        Report By
 FL0983  HISTORY     - 1935     MONUMENTED       CGS
 FL0983
 FL0983                          STATION DESCRIPTION
 FL0983
 FL0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0983'1.0 MI E FROM PANHANDLE.
 FL0983'1.0 MILE EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0983'STATION AT PANHANDLE, CARSON COUNTY, 0.1 MILE EAST OF A ROAD CROSSING,
 FL0983'3 FEET WEST OF MILEPOST 525, 65 FEET SOUTH OF THE SOUTH RAIL OF THE
 FL0983'MAIN TRACK, AND 48.5 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 60.
 FL0983'A STANDARD DISK, STAMPED W 552 1935 AND SET IN THE TOP OF A CONCRETE
 FL0983'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0430 ***********************************************************************
 FL0430  DESIGNATION -  W 553
 FL0430  PID         -  FL0430
 FL0430  STATE/COUNTY-  TX/GRAY
 FL0430  USGS QUAD   -  TAYLOR RANCH (1968)
 FL0430
 FL0430                         *CURRENT SURVEY CONTROL
 FL0430  ___________________________________________________________________
 FL0430* NAD 83(1986)-  35 16 02.     (N)    100 46 10.     (W)     SCALED    
 FL0430* NAVD 88     -       849.602  (meters)    2787.40   (feet)  ADJUSTED  
 FL0430  ___________________________________________________________________
 FL0430  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL0430  DYNAMIC HT  -         848.680 (meters)    2784.38  (feet)  COMP
 FL0430  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 FL0430
 FL0430  VERT ORDER  -  FIRST     CLASS II
 FL0430
 FL0430.The horizontal coordinates were scaled from a topographic map and have
 FL0430.an estimated accuracy of +/- 6 seconds.
 FL0430
 FL0430.The orthometric height was determined by differential leveling
 FL0430.and adjusted by the National Geodetic Survey in June 1991..
 FL0430
 FL0430.The geoid height was determined by GEOID03.
 FL0430
 FL0430.The dynamic height is computed by dividing the NAVD 88
 FL0430.geopotential number by the normal gravity value computed on the
 FL0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0430.degrees latitude (g = 980.6199 gals.).
 FL0430
 FL0430.The modeled gravity was interpolated from observed gravity values.
 FL0430
 FL0430;                    North         East    Units  Estimated Accuracy
 FL0430;SPC TX N     - 1,140,830.      266,470.      MT  (+/- 180 meters Scaled)
 FL0430
 FL0430                          SUPERSEDED SURVEY CONTROL
 FL0430
 FL0430  NGVD 29 (??/??/92)  849.249  (m)         2786.24   (f) ADJ UNCH    1 2
 FL0430
 FL0430.Superseded values are not recommended for survey control.
 FL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0430.See file dsdata.txt to determine how the superseded data were derived.
 FL0430
 FL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE390041(NAD 83)
 FL0430_MARKER: DB = BENCH MARK DISK
 FL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0430_STAMPING: W 553 1935
 FL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0430+STABILITY: SURFACE MOTION
 FL0430
 FL0430  HISTORY     - Date     Condition        Report By
 FL0430  HISTORY     - 1935     MONUMENTED       CGS
 FL0430  HISTORY     - 1955     GOOD             NGS
 FL0430
 FL0430                          STATION DESCRIPTION
 FL0430
 FL0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0430'4.6 MI NW FROM ALANREED.
 FL0430'4.6 MILES NORTHWEST ALONG FARM ROAD 291 FROM THE POST OFFICE AT
 FL0430'ALANREED, 0.25 MILE SOUTH OF THE SOUTH END OF A LONG CONCRETE BRIDGE,
 FL0430'0.15 MILE NORTH OF A JUNCTION WITH A GRADED DIRT ROAD LEADING SOUTH,
 FL0430'38 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 2 FEET EAST OF A
 FL0430'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 FL0430'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0764 ***********************************************************************
 BY0764  DESIGNATION -  W 555
 BY0764  PID         -  BY0764
 BY0764  STATE/COUNTY-  TX/ANGELINA
 BY0764  USGS QUAD   -  KELTYS (1980)
 BY0764
 BY0764                         *CURRENT SURVEY CONTROL
 BY0764  ___________________________________________________________________
 BY0764* NAD 83(1986)-  31 21 13.     (N)    094 45 10.     (W)     SCALED    
 BY0764* NAVD 88     -        94.63   (+/-2cm)     310.5    (feet)  VERTCON   
 BY0764  ___________________________________________________________________
 BY0764  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0764
 BY0764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0764
 BY0764.The horizontal coordinates were scaled from a topographic map and have
 BY0764.an estimated accuracy of +/- 6 seconds.
 BY0764
 BY0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0764.The vertical order pertains to the NGVD 29 superseded value.
 BY0764
 BY0764.The geoid height was determined by GEOID03.
 BY0764
 BY0764;                    North         East    Units  Estimated Accuracy
 BY0764;SPC TX C     - 3,200,320.    1,230,720.      MT  (+/- 180 meters Scaled)
 BY0764
 BY0764                          SUPERSEDED SURVEY CONTROL
 BY0764
 BY0764  NGVD 29 (??/??/92)   94.679  (m)          310.63   (f) ADJ UNCH    2 0
 BY0764
 BY0764.Superseded values are not recommended for survey control.
 BY0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0764.See file dsdata.txt to determine how the superseded data were derived.
 BY0764
 BY0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ332701(NAD 83)
 BY0764_MARKER: DB = BENCH MARK DISK
 BY0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0764_STAMPING: W 555 1947
 BY0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0764+STABILITY: SURFACE MOTION
 BY0764
 BY0764  HISTORY     - Date     Condition        Report By
 BY0764  HISTORY     - 1947     MONUMENTED       CGS
 BY0764  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0764
 BY0764                          STATION DESCRIPTION
 BY0764
 BY0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0764'IN LUFKIN.
 BY0764'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0764'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE NORTHWEST 1.9
 BY0764'MILES ALONG U.S. HIGHWAY NO.69, THENCE SOUTHWEST 0.2 MILE ALONG A
 BY0764'GRADED DIRT ROAD, AT THE LUFKIN AIRPORT, 14.6 FEET SOUTH OF THE
 BY0764'NORTHEAST CORNER OF THE EAST STEEL HANGAR, 2.0 FEET NORTHEAST OF THE
 BY0764'SOUTHEAST CORNER OF THE HANGAR, 1.0 FOOT EAST OF THE EAST WALL OF THE
 BY0764'HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.1
 BY0764'FOOT ABOVE THE GROUND.
 BY0764
 BY0764                          STATION RECOVERY (1998)
 BY0764
 BY0764'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1461 ***********************************************************************
 BY1461  DESIGNATION -  W 556
 BY1461  PID         -  BY1461
 BY1461  STATE/COUNTY-  TX/HOUSTON
 BY1461  USGS QUAD   -  KENNARD NE (1950)
 BY1461
 BY1461                         *CURRENT SURVEY CONTROL
 BY1461  ___________________________________________________________________
 BY1461* NAD 83(1986)-  31 23 11.     (N)    095 00 16.     (W)     SCALED    
 BY1461* NAVD 88     -        85.89   (+/-2cm)     281.8    (feet)  VERTCON   
 BY1461  ___________________________________________________________________
 BY1461  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY1461
 BY1461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1461
 BY1461.The horizontal coordinates were scaled from a topographic map and have
 BY1461.an estimated accuracy of +/- 6 seconds.
 BY1461
 BY1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1461.The vertical order pertains to the NGVD 29 superseded value.
 BY1461
 BY1461.The geoid height was determined by GEOID03.
 BY1461
 BY1461;                    North         East    Units  Estimated Accuracy
 BY1461;SPC TX C     - 3,202,780.    1,206,630.      MT  (+/- 180 meters Scaled)
 BY1461
 BY1461                          SUPERSEDED SURVEY CONTROL
 BY1461
 BY1461  NGVD 29 (??/??/92)   85.940  (m)          281.95   (f) ADJ UNCH    2 0
 BY1461
 BY1461.Superseded values are not recommended for survey control.
 BY1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1461.See file dsdata.txt to determine how the superseded data were derived.
 BY1461
 BY1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ094741(NAD 83)
 BY1461_MARKER: DB = BENCH MARK DISK
 BY1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1461_STAMPING: W 556 1947
 BY1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1461+STABILITY: SURFACE MOTION
 BY1461
 BY1461  HISTORY     - Date     Condition        Report By
 BY1461  HISTORY     - 1947     MONUMENTED       CGS
 BY1461  HISTORY     - 1948     GOOD             NGS
 BY1461
 BY1461                          STATION DESCRIPTION
 BY1461
 BY1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1461'7.95 MI E FROM RATCLIFF.
 BY1461'7.95 MILES EAST ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 BY1461'RATCLIFF, 152.8 FEET WEST NORTHWEST OF THE WEST END OF THE NORTH
 BY1461'HEADWALL OF A SMALL CONCRETE CULVERT, 62.0 FEET WEST OF THE CENTER
 BY1461'LINE OF A TRAIL LEADING NORTH, 59.8 FEET NORTH OF THE CENTER LINE OF
 BY1461'THE HIGHWAY, 1.5 FEET EAST OF A REFERENCE POST, 1.3 FEET SOUTH OF A
 BY1461'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY1461'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1599 ***********************************************************************
 BY1599  DESIGNATION -  W 557
 BY1599  PID         -  BY1599
 BY1599  STATE/COUNTY-  TX/TRINITY
 BY1599  USGS QUAD   -  CRECY (1963)
 BY1599
 BY1599                         *CURRENT SURVEY CONTROL
 BY1599  ___________________________________________________________________
 BY1599* NAD 83(1986)-  31 08 59.     (N)    095 04 50.     (W)     SCALED    
 BY1599* NAVD 88     -        83.84   (+/-2cm)     275.1    (feet)  VERTCON   
 BY1599  ___________________________________________________________________
 BY1599  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1599
 BY1599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1599
 BY1599.The horizontal coordinates were scaled from a topographic map and have
 BY1599.an estimated accuracy of +/- 6 seconds.
 BY1599
 BY1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1599.The vertical order pertains to the NGVD 29 superseded value.
 BY1599
 BY1599.The geoid height was determined by GEOID03.
 BY1599
 BY1599;                    North         East    Units  Estimated Accuracy
 BY1599;SPC TX C     - 3,176,230.    1,200,630.      MT  (+/- 180 meters Scaled)
 BY1599
 BY1599                          SUPERSEDED SURVEY CONTROL
 BY1599
 BY1599  NGVD 29 (??/??/92)   83.860  (m)          275.13   (f) ADJ UNCH    2 0
 BY1599
 BY1599.Superseded values are not recommended for survey control.
 BY1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1599.See file dsdata.txt to determine how the superseded data were derived.
 BY1599
 BY1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ016480(NAD 83)
 BY1599_MARKER: DB = BENCH MARK DISK
 BY1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1599_STAMPING: W 557 1948
 BY1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1599+STABILITY: SURFACE MOTION
 BY1599
 BY1599  HISTORY     - Date     Condition        Report By
 BY1599  HISTORY     - 1948     MONUMENTED       CGS
 BY1599
 BY1599                          STATION DESCRIPTION
 BY1599
 BY1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1599'7.25 MI NE FROM GROVETON.
 BY1599'7.25 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE COURTHOUSE AT
 BY1599'GROVETON, 54.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16.6
 BY1599'FEET NORTHEAST OF A 16-INCH PINE TREE, 13.4 FEET NORTHWEST OF A FENCE
 BY1599'CORNER, 1.7 FEET SOUTHEAST OF A REFERENCE POST, 1.2 FEET SOUTHWEST OF
 BY1599'A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BY1599'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0610 ***********************************************************************
 BL0610  DESIGNATION -  W 558
 BL0610  PID         -  BL0610
 BL0610  STATE/COUNTY-  TX/POLK
 BL0610  USGS QUAD   -  CARMONA (1984)
 BL0610
 BL0610                         *CURRENT SURVEY CONTROL
 BL0610  ___________________________________________________________________
 BL0610* NAD 83(1986)-  30 59 31.     (N)    094 57 15.     (W)     SCALED    
 BL0610* NAVD 88     -        88.53   (+/-2cm)     290.5    (feet)  VERTCON   
 BL0610  ___________________________________________________________________
 BL0610  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0610
 BL0610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0610
 BL0610.The horizontal coordinates were scaled from a topographic map and have
 BL0610.an estimated accuracy of +/- 6 seconds.
 BL0610
 BL0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0610.The vertical order pertains to the NGVD 29 superseded value.
 BL0610
 BL0610.The geoid height was determined by GEOID03.
 BL0610
 BL0610;                    North         East    Units  Estimated Accuracy
 BL0610;SPC TX C     - 3,159,330.    1,213,520.      MT  (+/- 180 meters Scaled)
 BL0610
 BL0610                          SUPERSEDED SURVEY CONTROL
 BL0610
 BL0610  NGVD 29 (??/??/92)   88.548  (m)          290.51   (f) ADJ UNCH    2 0
 BL0610
 BL0610.Superseded values are not recommended for survey control.
 BL0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0610.See file dsdata.txt to determine how the superseded data were derived.
 BL0610
 BL0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ134303(NAD 83)
 BL0610_MARKER: DB = BENCH MARK DISK
 BL0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0610_STAMPING: W 558 1948
 BL0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0610+STABILITY: SURFACE MOTION
 BL0610
 BL0610  HISTORY     - Date     Condition        Report By
 BL0610  HISTORY     - 1948     MONUMENTED       CGS
 BL0610  HISTORY     - 1980     GOOD             USGS
 BL0610
 BL0610                          STATION DESCRIPTION
 BL0610
 BL0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0610'IN CARMONA.
 BL0610'AT CARMONA, 223.2 FEET NORTH OF THE NORTHWEST CORNER OF THE POST
 BL0610'OFFICE, 45.0 FEET SOUTHEAST OF THE CENTER LINE OF A
 BL0610'NORTHEAST-SOUTHWEST ROAD, 10.4 FEET SOUTHWEST OF A 14-INCH OAK TREE
 BL0610'WITH A TRIANGULAR BLAZE, 1.3 FEET NORTHEAST OF A REFERENCE POST, SET
 BL0610'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BL0610
 BL0610                          STATION RECOVERY (1980)
 BL0610
 BL0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BL0610'7.9 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE INTERSECTION OF U.S.
 BL0610'HIGHWAY 287 AND U.S HIGHWAY 59 AT CORRIGAN, TEXAS, THENCE 0.6 MILE
 BL0610'SOUTHWEST ALONG FARM ROAD 1872, 351 FEET NORTHEAST OF A FENCE
 BL0610'CROSSING AND 46 FEET SOUTHEAST OF THE CENTERLINE OF FARM ROAD 1872,
 BL0610'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BL0610'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0770 ***********************************************************************
 BY0770  DESIGNATION -  W 559
 BY0770  PID         -  BY0770
 BY0770  STATE/COUNTY-  TX/ANGELINA
 BY0770  USGS QUAD   -  DIBOLL (1980)
 BY0770
 BY0770                         *CURRENT SURVEY CONTROL
 BY0770  ___________________________________________________________________
 BY0770* NAD 83(1986)-  31 12 01.     (N)    094 48 45.     (W)     SCALED    
 BY0770* NAVD 88     -        57.47   (+/-2cm)     188.5    (feet)  VERTCON   
 BY0770  ___________________________________________________________________
 BY0770  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BY0770
 BY0770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0770
 BY0770.The horizontal coordinates were scaled from a topographic map and have
 BY0770.an estimated accuracy of +/- 6 seconds.
 BY0770
 BY0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0770.The vertical order pertains to the NGVD 29 superseded value.
 BY0770
 BY0770.The geoid height was determined by GEOID03.
 BY0770
 BY0770;                    North         East    Units  Estimated Accuracy
 BY0770;SPC TX C     - 3,183,060.    1,225,880.      MT  (+/- 180 meters Scaled)
 BY0770
 BY0770                          SUPERSEDED SURVEY CONTROL
 BY0770
 BY0770  NGVD 29 (??/??/92)   57.510  (m)          188.68   (f) ADJ UNCH    2 0
 BY0770
 BY0770.Superseded values are not recommended for survey control.
 BY0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0770.See file dsdata.txt to determine how the superseded data were derived.
 BY0770
 BY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ273532(NAD 83)
 BY0770_MARKER: DB = BENCH MARK DISK
 BY0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0770_STAMPING: W 559 1948
 BY0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0770+STABILITY: SURFACE MOTION
 BY0770
 BY0770  HISTORY     - Date     Condition        Report By
 BY0770  HISTORY     - 1948     MONUMENTED       CGS
 BY0770  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY0770
 BY0770                          STATION DESCRIPTION
 BY0770
 BY0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0770'2.0 MI NW FROM DIBOLL.
 BY0770'2.0 MILES NORTHWEST ALONG THE TEXAS AND SOUTHEASTERN RAILWAY FROM THE
 BY0770'STATION AT DIBOLL, 214.0 FEET WEST OF THE WEST CORNER OF A 70-FOOT
 BY0770'RAILWAY TRESTLE (NUMBER 1.97), 45.3 FEET SOUTHWEST OF THE SOUTHWEST
 BY0770'RAIL OF THE TRACK, 7.7 FEET SOUTHWEST OF A FENCE, 3.8 FEET NORTH OF A
 BY0770'22-INCH PINE TREE, 1.7 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE
 BY0770'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY0770
 BY0770                          STATION RECOVERY (1963)
 BY0770
 BY0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1659 ***********************************************************************
 BY1659  DESIGNATION -  W 560
 BY1659  PID         -  BY1659
 BY1659  STATE/COUNTY-  TX/TRINITY
 BY1659  USGS QUAD   -  GROVETON WEST (1963)
 BY1659
 BY1659                         *CURRENT SURVEY CONTROL
 BY1659  ___________________________________________________________________
 BY1659* NAD 83(1986)-  31 03 30.     (N)    095 12 59.     (W)     SCALED    
 BY1659* NAVD 88     -        79.92   (+/-2cm)     262.2    (feet)  VERTCON   
 BY1659  ___________________________________________________________________
 BY1659  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY1659
 BY1659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1659
 BY1659.The horizontal coordinates were scaled from a topographic map and have
 BY1659.an estimated accuracy of +/- 6 seconds.
 BY1659
 BY1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1659.The vertical order pertains to the NGVD 29 superseded value.
 BY1659
 BY1659.The geoid height was determined by GEOID03.
 BY1659
 BY1659;                    North         East    Units  Estimated Accuracy
 BY1659;SPC TX C     - 3,165,500.    1,188,160.      MT  (+/- 180 meters Scaled)
 BY1659
 BY1659                          SUPERSEDED SURVEY CONTROL
 BY1659
 BY1659  NGVD 29 (??/??/92)   79.930  (m)          262.24   (f) ADJ UNCH    2 0
 BY1659
 BY1659.Superseded values are not recommended for survey control.
 BY1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1659.See file dsdata.txt to determine how the superseded data were derived.
 BY1659
 BY1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ885381(NAD 83)
 BY1659_MARKER: DB = BENCH MARK DISK
 BY1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1659_STAMPING: W 560 1948
 BY1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1659+STABILITY: SURFACE MOTION
 BY1659
 BY1659  HISTORY     - Date     Condition        Report By
 BY1659  HISTORY     - 1948     MONUMENTED       CGS
 BY1659  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1659
 BY1659                          STATION DESCRIPTION
 BY1659
 BY1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1659'6.0 MI W FROM GROVETON.
 BY1659'6.0 MILES WEST ALONG STATE HIGHWAY 94 FROM THE COURTHOUSE AT GROVETON,
 BY1659'129.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18.0 FEET
 BY1659'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST, 4.9
 BY1659'FEET SOUTHWEST OF A TELEPHONE POLE (NUMBER 906) AND IN LINE WITH THE
 BY1659'ROW OF POLES, 1.6 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP
 BY1659'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. NOTE-- THIS
 BY1659'BENCH MARK IS 1.15 MILES NORTHEAST OF BENCH MARK X 560.
 BY1659
 BY1659                          STATION RECOVERY (1996)
 BY1659
 BY1659'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0368 ***********************************************************************
 FM0368  DESIGNATION -  W 561
 FM0368  PID         -  FM0368
 FM0368  STATE/COUNTY-  TX/RANDALL
 FM0368  USGS QUAD   -  WILDORADO SW (1984)
 FM0368
 FM0368                         *CURRENT SURVEY CONTROL
 FM0368  ___________________________________________________________________
 FM0368* NAD 83(1986)-  35 07 00.     (N)    102 08 30.     (W)     SCALED    
 FM0368* NAVD 88     -      1168.278  (meters)    3832.93   (feet)  ADJUSTED  
 FM0368  ___________________________________________________________________
 FM0368  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 FM0368  DYNAMIC HT  -        1166.852 (meters)    3828.25  (feet)  COMP
 FM0368  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 FM0368
 FM0368  VERT ORDER  -  SECOND    CLASS 0
 FM0368
 FM0368.The horizontal coordinates were scaled from a topographic map and have
 FM0368.an estimated accuracy of +/- 6 seconds.
 FM0368
 FM0368.The orthometric height was determined by differential leveling
 FM0368.and adjusted by the National Geodetic Survey in June 1991..
 FM0368
 FM0368.The geoid height was determined by GEOID03.
 FM0368
 FM0368.The dynamic height is computed by dividing the NAVD 88
 FM0368.geopotential number by the normal gravity value computed on the
 FM0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0368.degrees latitude (g = 980.6199 gals.).
 FM0368
 FM0368.The modeled gravity was interpolated from observed gravity values.
 FM0368
 FM0368;                    North         East    Units  Estimated Accuracy
 FM0368;SPC TX N     - 1,124,070.      141,510.      MT  (+/- 180 meters Scaled)
 FM0368
 FM0368                          SUPERSEDED SURVEY CONTROL
 FM0368
 FM0368  NGVD 29 (??/??/92) 1167.768  (m)         3831.25   (f) ADJ UNCH    2 0
 FM0368
 FM0368.Superseded values are not recommended for survey control.
 FM0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0368.See file dsdata.txt to determine how the superseded data were derived.
 FM0368
 FM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU604897(NAD 83)
 FM0368_MARKER: DB = BENCH MARK DISK
 FM0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0368_STAMPING: W 561 1935
 FM0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0368+STABILITY: SURFACE MOTION
 FM0368
 FM0368  HISTORY     - Date     Condition        Report By
 FM0368  HISTORY     - 1935     MONUMENTED       CGS
 FM0368  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0368
 FM0368                          STATION DESCRIPTION
 FM0368
 FM0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0368'9.8 MI SW FROM BUSHLAND.
 FM0368'IN RANDALL COUNTY, 9.8 MILES SOUTHWEST OF BUSHLAND, POTTER COUNTY, 5.3
 FM0368'MILES SOUTH ALONG A GRADED ROAD FROM THE CHICAGO, ROCK ISLAND AND
 FM0368'PACIFIC RAILROAD STATION, 2.5 MILES WEST THROUGH A WIRE GATE AND A
 FM0368'TRAIL TO A SECTION CORNER AND TWO WIRE GATES, 2.0 MILES WEST ALONG THE
 FM0368'SECTION LINE, 0.4 MILE EAST OF THE WEST ENTRANCE OF A LANE, 28 FEET
 FM0368'NORTH OF THE CENTERLINE OF THE TRAIL, 3 FEET NORTH OF THE
 FM0368'EAST-AND-WEST FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST.
 FM0368
 FM0368                          STATION RECOVERY (1980)
 FM0368
 FM0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0466 ***********************************************************************
 EN0466  DESIGNATION -  W 562
 EN0466  PID         -  EN0466
 EN0466  STATE/COUNTY-  TX/RANDALL
 EN0466  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0466
 EN0466                         *CURRENT SURVEY CONTROL
 EN0466  ___________________________________________________________________
 EN0466* NAD 83(1986)-  34 59 09.     (N)    101 41 15.     (W)     SCALED    
 EN0466* NAVD 88     -      1048.588  (meters)    3440.24   (feet)  ADJUSTED  
 EN0466  ___________________________________________________________________
 EN0466  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EN0466  DYNAMIC HT  -        1047.330 (meters)    3436.12  (feet)  COMP
 EN0466  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 EN0466
 EN0466  VERT ORDER  -  SECOND    CLASS 0
 EN0466
 EN0466.The horizontal coordinates were scaled from a topographic map and have
 EN0466.an estimated accuracy of +/- 6 seconds.
 EN0466
 EN0466.The orthometric height was determined by differential leveling
 EN0466.and adjusted by the National Geodetic Survey in June 1991..
 EN0466
 EN0466.The geoid height was determined by GEOID03.
 EN0466
 EN0466.The dynamic height is computed by dividing the NAVD 88
 EN0466.geopotential number by the normal gravity value computed on the
 EN0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0466.degrees latitude (g = 980.6199 gals.).
 EN0466
 EN0466.The modeled gravity was interpolated from observed gravity values.
 EN0466
 EN0466;                    North         East    Units  Estimated Accuracy
 EN0466;SPC TX N     - 1,109,380.      182,880.      MT  (+/- 180 meters Scaled)
 EN0466
 EN0466                          SUPERSEDED SURVEY CONTROL
 EN0466
 EN0466  NGVD 29 (??/??/92) 1048.123  (m)         3438.72   (f) ADJ UNCH    2 0
 EN0466
 EN0466.Superseded values are not recommended for survey control.
 EN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0466.See file dsdata.txt to determine how the superseded data were derived.
 EN0466
 EN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD546747(NAD 83)
 EN0466_MARKER: DB = BENCH MARK DISK
 EN0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0466_STAMPING: W 562 1935
 EN0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0466+STABILITY: SURFACE MOTION
 EN0466
 EN0466  HISTORY     - Date     Condition        Report By
 EN0466  HISTORY     - 1935     MONUMENTED       CGS
 EN0466  HISTORY     - 1956     GOOD             USGS
 EN0466
 EN0466                          STATION DESCRIPTION
 EN0466
 EN0466'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 EN0466'14.6 MI E FROM CANYON.
 EN0466'14.6 MILES EAST ALONG PALO DURO DRIVE (STATE HIGHWAY 217) FROM THE
 EN0466'COURTHOUSE AT CANYON, RANDALL COUNTY, 1.8 MILES EAST OF THE ENTRANCE
 EN0466'TO PALO DURO STATE PARK, 85 FEET NORTHEAST OF A SHARP CURVE IN THE
 EN0466'ROAD WHERE IT STARTS TO ENTER THE CANYON, 75 FEET WEST OF THE RIM OF
 EN0466'THE CANYON, AND 5 FEET SOUTH OF AN EAST-AND-WEST FENCE.  NOTE-- THIS
 EN0466'MARK WAS ORIGINALLY DESCRIBED AS BEING 13.6 MILES EAST OF CANYON, AND
 EN0466'0.8 MILE EAST OF THE PALO DURO STATE PARK OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1182 ***********************************************************************
 AY1182  DESIGNATION -  W 564
 AY1182  PID         -  AY1182
 AY1182  STATE/COUNTY-  TX/BANDERA
 AY1182  USGS QUAD   -  SECO PASS (1964)
 AY1182
 AY1182                         *CURRENT SURVEY CONTROL
 AY1182  ___________________________________________________________________
 AY1182* NAD 83(1986)-  29 40 58.     (N)    099 23 14.     (W)     SCALED    
 AY1182* NAVD 88     -       576.448  (meters)    1891.23   (feet)  ADJUSTED  
 AY1182  ___________________________________________________________________
 AY1182  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AY1182  DYNAMIC HT  -         575.595 (meters)    1888.43  (feet)  COMP
 AY1182  MODELED GRAV-     979,143.4   (mgal)                       NAVD 88
 AY1182
 AY1182  VERT ORDER  -  SECOND    CLASS 0
 AY1182
 AY1182.The horizontal coordinates were scaled from a topographic map and have
 AY1182.an estimated accuracy of +/- 6 seconds.
 AY1182
 AY1182.The orthometric height was determined by differential leveling
 AY1182.and adjusted by the National Geodetic Survey in June 1991..
 AY1182
 AY1182.The geoid height was determined by GEOID03.
 AY1182
 AY1182.The dynamic height is computed by dividing the NAVD 88
 AY1182.geopotential number by the normal gravity value computed on the
 AY1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1182.degrees latitude (g = 980.6199 gals.).
 AY1182
 AY1182.The modeled gravity was interpolated from observed gravity values.
 AY1182
 AY1182;                    North         East    Units  Estimated Accuracy
 AY1182;SPC TXSC     - 4,205,030.      562,530.      MT  (+/- 180 meters Scaled)
 AY1182
 AY1182                          SUPERSEDED SURVEY CONTROL
 AY1182
 AY1182  NGVD 29 (??/??/92)  576.312  (m)         1890.78   (f) ADJ UNCH    2 0
 AY1182
 AY1182.Superseded values are not recommended for survey control.
 AY1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1182.See file dsdata.txt to determine how the superseded data were derived.
 AY1182
 AY1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT625836(NAD 83)
 AY1182_MARKER: DB = BENCH MARK DISK
 AY1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1182_STAMPING: W 564 1953
 AY1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1182+STABILITY: SURFACE MOTION
 AY1182
 AY1182  HISTORY     - Date     Condition        Report By
 AY1182  HISTORY     - 1953     MONUMENTED       CGS
 AY1182  HISTORY     - 19931201 GOOD             USPSQD
 AY1182
 AY1182                          STATION DESCRIPTION
 AY1182
 AY1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1182'7.8 MI SW FROM TARPLEY.
 AY1182'7.8 MILES SOUTHWEST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1182'TARPLEY, ON THE TOP OF A HILL, 54 FEET NORTHWEST OF THE CENTER LINE OF
 AY1182'THE FARM ROAD, 13 FEET NORTHEAST OF A GATE POST, 1.8 FEET SOUTHEAST OF
 AY1182'A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY1182'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AY1182
 AY1182                          STATION RECOVERY (1993)
 AY1182
 AY1182'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0075 ***********************************************************************
 EO0075  DESIGNATION -  W 566
 EO0075  PID         -  EO0075
 EO0075  STATE/COUNTY-  TX/RANDALL
 EO0075  USGS QUAD   -  HAPPY HEREFORD RANCH (1984)
 EO0075
 EO0075                         *CURRENT SURVEY CONTROL
 EO0075  ___________________________________________________________________
 EO0075* NAD 83(1986)-  34 49 28.     (N)    102 06 54.     (W)     SCALED    
 EO0075* NAVD 88     -      1162.571  (meters)    3814.20   (feet)  ADJUSTED  
 EO0075  ___________________________________________________________________
 EO0075  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 EO0075  DYNAMIC HT  -        1161.122 (meters)    3809.45  (feet)  COMP
 EO0075  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 EO0075
 EO0075  VERT ORDER  -  SECOND    CLASS 0
 EO0075
 EO0075.The horizontal coordinates were scaled from a topographic map and have
 EO0075.an estimated accuracy of +/- 6 seconds.
 EO0075
 EO0075.The orthometric height was determined by differential leveling
 EO0075.and adjusted by the National Geodetic Survey in June 1991..
 EO0075
 EO0075.The geoid height was determined by GEOID03.
 EO0075
 EO0075.The dynamic height is computed by dividing the NAVD 88
 EO0075.geopotential number by the normal gravity value computed on the
 EO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0075.degrees latitude (g = 980.6199 gals.).
 EO0075
 EO0075.The modeled gravity was interpolated from observed gravity values.
 EO0075
 EO0075;                    North         East    Units  Estimated Accuracy
 EO0075;SPC TX N     - 1,091,640.      143,740.      MT  (+/- 180 meters Scaled)
 EO0075
 EO0075                          SUPERSEDED SURVEY CONTROL
 EO0075
 EO0075  NGVD 29 (??/??/92) 1162.046  (m)         3812.48   (f) ADJ UNCH    2 0
 EO0075
 EO0075.Superseded values are not recommended for survey control.
 EO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0075.See file dsdata.txt to determine how the superseded data were derived.
 EO0075
 EO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU638573(NAD 83)
 EO0075_MARKER: DB = BENCH MARK DISK
 EO0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0075_STAMPING: W-566 1935
 EO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0075+STABILITY: SURFACE MOTION
 EO0075
 EO0075  HISTORY     - Date     Condition        Report By
 EO0075  HISTORY     - 1935     MONUMENTED       CGS
 EO0075  HISTORY     - 1961     MARK NOT FOUND   USGS
 EO0075
 EO0075                          STATION DESCRIPTION
 EO0075
 EO0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0075'9.38 MI SW FROM UMBARGER.
 EO0075'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM POSTOFFICE GO 0.7 MILES
 EO0075'SOUTHWEST ALONG STATE HIGHWAY NUMBER 33, AND THEN 8.68 MILES SOUTH
 EO0075'ALONG GRADED ROAD.  THE BENCH MARK IS LOCATED 0.4 MILES SOUTH OF ROCKY
 EO0075'HILL.  ABOUT 0.83 MILES SOUTH OF WOODEN BRIDGE, 23.2 FEET EAST OF
 EO0075'CENTER LINE OF ROAD, AND 2.4 FEET WEST OF RIGHT OF WAY FENCE. NOTE--
 EO0075'ROAD CONSTR. IN AREA.
 EO0075
 EO0075                          STATION RECOVERY (1961)
 EO0075
 EO0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0515 ***********************************************************************
 EN0515  DESIGNATION -  W 567 RESET 1958
 EN0515  PID         -  EN0515
 EN0515  STATE/COUNTY-  TX/RANDALL
 EN0515  USGS QUAD   -  CANYON SE (1984)
 EN0515
 EN0515                         *CURRENT SURVEY CONTROL
 EN0515  ___________________________________________________________________
 EN0515* NAD 83(1986)-  34 50 42.     (N)    101 50 50.     (W)     SCALED    
 EN0515* NAVD 88     -      1109.58   (+/-2cm)    3640.3    (feet)  VERTCON   
 EN0515  ___________________________________________________________________
 EN0515  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 EN0515
 EN0515  VERT ORDER  -  THIRD (See Below)
 EN0515
 EN0515.The horizontal coordinates were scaled from a topographic map and have
 EN0515.an estimated accuracy of +/- 6 seconds.
 EN0515
 EN0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0515.The vertical order pertains to the NGVD 29 superseded value.
 EN0515
 EN0515.The geoid height was determined by GEOID03.
 EN0515
 EN0515;                    North         East    Units  Estimated Accuracy
 EN0515;SPC TX N     - 1,093,800.      168,240.      MT  (+/- 180 meters Scaled)
 EN0515
 EN0515                          SUPERSEDED SURVEY CONTROL
 EN0515
 EN0515  NGVD 29 (??/??/??) 1109.10   (m)         3638.8    (f) RESET       3  
 EN0515
 EN0515.Superseded values are not recommended for survey control.
 EN0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0515.See file dsdata.txt to determine how the superseded data were derived.
 EN0515
 EN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD396595(NAD 83)
 EN0515_MARKER: DB = BENCH MARK DISK
 EN0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0515_STAMPING: W 567 RESET 1958
 EN0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0515+STABILITY: SURFACE MOTION
 EN0515
 EN0515  HISTORY     - Date     Condition        Report By
 EN0515  HISTORY     - 1958     MONUMENTED       CGS
 EN0515
 EN0515                          STATION DESCRIPTION
 EN0515
 EN0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EN0515'7.4 MI N FROM HAPPY.
 EN0515'IN RANDALL COUNTY, 7.4 MILES NORTH OF HAPPY, SWISHER COUNTY, ALONG
 EN0515'F.M. HIGHWAY NO. 1541, ON THE NORTH SIDE OF A LARGE SINK, IN THE POINT
 EN0515'OF THE JUNCTION OF THE OLD ROAD WHICH CIRCLES THE WEST SIDE OF THE
 EN0515'SINK AND THE HIGHWAY WHICH CROSSES THE SINK ON A FILL, IN THE
 EN0515'APPROXIMATE WEST RIGHT-OF-WAY LINE OF THE HIGHWAY.  IT IS 18 INCHES
 EN0515'NORTH OF A 3 X 4 POST.  A STANDARD DISK STAMPED W 567 RESET 1958 IN A
 EN0515'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0560 ***********************************************************************
 EN0560  DESIGNATION -  W 569
 EN0560  PID         -  EN0560
 EN0560  STATE/COUNTY-  TX/SWISHER
 EN0560  USGS QUAD   -  TULE LAKE NW (1969)
 EN0560
 EN0560                         *CURRENT SURVEY CONTROL
 EN0560  ___________________________________________________________________
 EN0560* NAD 83(1986)-  34 43 11.     (N)    101 44 56.     (W)     SCALED    
 EN0560* NAVD 88     -      1076.542  (meters)    3531.95   (feet)  ADJUSTED  
 EN0560  ___________________________________________________________________
 EN0560  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EN0560  DYNAMIC HT  -        1075.213 (meters)    3527.59  (feet)  COMP
 EN0560  MODELED GRAV-     979,363.7   (mgal)                       NAVD 88
 EN0560
 EN0560  VERT ORDER  -  SECOND    CLASS 0
 EN0560
 EN0560.The horizontal coordinates were scaled from a topographic map and have
 EN0560.an estimated accuracy of +/- 6 seconds.
 EN0560
 EN0560.The orthometric height was determined by differential leveling
 EN0560.and adjusted by the National Geodetic Survey in June 1991..
 EN0560
 EN0560.The geoid height was determined by GEOID03.
 EN0560
 EN0560.The dynamic height is computed by dividing the NAVD 88
 EN0560.geopotential number by the normal gravity value computed on the
 EN0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0560.degrees latitude (g = 980.6199 gals.).
 EN0560
 EN0560.The modeled gravity was interpolated from observed gravity values.
 EN0560
 EN0560;                    North         East    Units  Estimated Accuracy
 EN0560;SPC TX N     - 1,079,870.      177,200.      MT  (+/- 180 meters Scaled)
 EN0560
 EN0560                          SUPERSEDED SURVEY CONTROL
 EN0560
 EN0560  NGVD 29 (??/??/92) 1076.101  (m)         3530.51   (f) ADJ UNCH    2 0
 EN0560
 EN0560.Superseded values are not recommended for survey control.
 EN0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0560.See file dsdata.txt to determine how the superseded data were derived.
 EN0560
 EN0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD482454(NAD 83)
 EN0560_MARKER: DB = BENCH MARK DISK
 EN0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0560_STAMPING: W 569 1935
 EN0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0560+STABILITY: SURFACE MOTION
 EN0560
 EN0560  HISTORY     - Date     Condition        Report By
 EN0560  HISTORY     - 1935     MONUMENTED       CGS
 EN0560
 EN0560                          STATION DESCRIPTION
 EN0560
 EN0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0560'7.4 MI E FROM HAPPY.
 EN0560'7.4 MILES EAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0560'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0560'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 2.4 MILES
 EN0560'EAST.  IT IS 0.1 MILE NORTHEAST OF A RANCH HOUSE WITH THREE LARGE
 EN0560'TREES NORTH OF THE HOUSE, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 EN0560'AT A FENCE JUNCTION, 8.5 FEET NORTH OF THE EAST-AND-WEST FENCE, AND 3
 EN0560'FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED W
 EN0560'569 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0495 ***********************************************************************
 AV0495  DESIGNATION -  W 57
 AV0495  PID         -  AV0495
 AV0495  STATE/COUNTY-  TX/JEFFERSON
 AV0495  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0495
 AV0495                         *CURRENT SURVEY CONTROL
 AV0495  ___________________________________________________________________
 AV0495* NAD 83(1986)-  29 48 12.     (N)    093 57 21.     (W)     SCALED    
 AV0495* NAVD 88     -         1.25   (+/-2cm)       4.1    (feet)  VERTCON   
 AV0495  ___________________________________________________________________
 AV0495  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AV0495
 AV0495  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0495
 AV0495.The horizontal coordinates were scaled from a topographic map and have
 AV0495.an estimated accuracy of +/- 6 seconds.
 AV0495
 AV0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0495.The vertical order pertains to the NGVD 29 superseded value.
 AV0495
 AV0495.The geoid height was determined by GEOID03.
 AV0495
 AV0495;                    North         East    Units  Estimated Accuracy
 AV0495;SPC TXSC     - 4,228,840.    1,087,450.      MT  (+/- 180 meters Scaled)
 AV0495
 AV0495                          SUPERSEDED SURVEY CONTROL
 AV0495
 AV0495  NGVD 29 (??/??/??)    1.242  (m)            4.07   (f) ADJUSTED    1 2
 AV0495
 AV0495.Superseded values are not recommended for survey control.
 AV0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0495.See file dsdata.txt to determine how the superseded data were derived.
 AV0495
 AV0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN076973(NAD 83)
 AV0495_MARKER: DB = BENCH MARK DISK
 AV0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0495_STAMPING: W 57 1918
 AV0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0495+STABILITY: SURFACE MOTION
 AV0495
 AV0495  HISTORY     - Date     Condition        Report By
 AV0495  HISTORY     - 1918     MONUMENTED       CGS
 AV0495  HISTORY     - 1934     MARK NOT FOUND   CGS
 AV0495  HISTORY     - 1957     MARK NOT FOUND   USGS
 AV0495  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0495  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0495  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AV0495  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0495  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0495
 AV0495                          STATION DESCRIPTION
 AV0495
 AV0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AV0495'AT ROUND LAKE FROM ROUND LAKE.
 AV0495'AT ROUND LAKE, JEFFERSON CO, ON THE ROUTE OF THE ABANDONED TEXAS AND
 AV0495'NEW ORLEANS RAILROAD, ABOUT 5 POLES N OF THE STATION SIGN, ABOUT 330
 AV0495'FT S OF THE N SWITCH POINT, AND ABOUT 33 FT W OF THE TRACK.  SET IN
 AV0495'TOP OF A CONCRETE POST. NOTE--MAY HAVE BEEN DESTROYED BY DRIVEWAY.
 AV0495
 AV0495                          STATION RECOVERY (1957)
 AV0495
 AV0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AV0495'MARK NOT FOUND.
 AV0495
 AV0495                          STATION RECOVERY (1989)
 AV0495
 AV0495'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0495'MARK NOT FOUND.
 AV0495
 AV0495                          STATION RECOVERY (1993)
 AV0495
 AV0495'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0495'MARK NOT FOUND.
 AV0495
 AV0495                          STATION RECOVERY (1994)
 AV0495
 AV0495'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0495'MARK NOT FOUND.
 AV0495
 AV0495                          STATION RECOVERY (2000)
 AV0495
 AV0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0495'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0495
 AV0495                          STATION RECOVERY (2001)
 AV0495
 AV0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0495'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0356 ***********************************************************************
 AM0356  DESIGNATION -  W 571 RESET 1961
 AM0356  PID         -  AM0356
 AM0356  STATE/COUNTY-  TX/MATAGORDA
 AM0356  USGS QUAD   -  CEDAR LANE (1972)
 AM0356
 AM0356                         *CURRENT SURVEY CONTROL
 AM0356  ___________________________________________________________________
 AM0356* NAD 83(1986)-  28 52 45.     (N)    095 40 04.     (W)     SCALED    
 AM0356* NAVD 88     -         3.71   (+/-2cm)      12.2    (feet)  VERTCON   
 AM0356  ___________________________________________________________________
 AM0356  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AM0356
 AM0356  VERT ORDER  -  THIRD (See Below)
 AM0356
 AM0356.The horizontal coordinates were scaled from a topographic map and have
 AM0356.an estimated accuracy of +/- 6 seconds.
 AM0356
 AM0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0356.The vertical order pertains to the NGVD 29 superseded value.
 AM0356
 AM0356.The geoid height was determined by GEOID03.
 AM0356
 AM0356;                    North         East    Units  Estimated Accuracy
 AM0356;SPC TXSC     - 4,120,540.      924,990.      MT  (+/- 180 meters Scaled)
 AM0356
 AM0356                          SUPERSEDED SURVEY CONTROL
 AM0356
 AM0356  NGVD 29 (??/??/??)    3.74   (m)           12.3    (f) RESET       3  
 AM0356
 AM0356.Superseded values are not recommended for survey control.
 AM0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0356.See file dsdata.txt to determine how the superseded data were derived.
 AM0356
 AM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM398975(NAD 83)
 AM0356_MARKER: DB = BENCH MARK DISK
 AM0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0356_STAMPING: W 571 RESET 1961
 AM0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0356+STABILITY: SURFACE MOTION
 AM0356
 AM0356  HISTORY     - Date     Condition        Report By
 AM0356  HISTORY     - 1961     MONUMENTED       CGS
 AM0356  HISTORY     - 1991     POOR             USPSQD
 AM0356
 AM0356                          STATION DESCRIPTION
 AM0356
 AM0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AM0356'2.9 MI NW FROM SARGENT.
 AM0356'ABOUT 2.9 MILES NORTHWEST ALONG F.M. ROAD NO. 457 FROM THE CENTER OF
 AM0356'SARGENT, UNDER THE NORTHEAST RIGHT-OF-WAY FENCE AND A WITNESS SIGN,
 AM0356'ACROSS THE HIGHWAY NORTH FROM A T ROAD TO THE SOUTHWEST, ABOUT 25
 AM0356'YARDS WEST OF A DITCH AND ABOUT 100 YARDS NORTHWEST OF TWO STOCK,
 AM0356'WATER TANKS.  A STANDARD DISK STAMPED W 571 RESET 1961 IN A CONCRETE
 AM0356'POST WHICH PROJECTS ABOUT 4 INCHES.
 AM0356
 AM0356                          STATION RECOVERY (1991)
 AM0356
 AM0356'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0356'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0226 ***********************************************************************
 AM0226  DESIGNATION -  W 573
 AM0226  PID         -  AM0226
 AM0226  STATE/COUNTY-  TX/BRAZORIA
 AM0226  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0226
 AM0226                         *CURRENT SURVEY CONTROL
 AM0226  ___________________________________________________________________
 AM0226* NAD 83(1986)-  28 56 01.     (N)    095 34 12.     (W)     SCALED    
 AM0226* NAVD 88     -         3.66   (+/-2cm)      12.0    (feet)  VERTCON   
 AM0226  ___________________________________________________________________
 AM0226  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AM0226
 AM0226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0226
 AM0226.The horizontal coordinates were scaled from a topographic map and have
 AM0226.an estimated accuracy of +/- 6 seconds.
 AM0226
 AM0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0226.The vertical order pertains to the NGVD 29 superseded value.
 AM0226
 AM0226.The geoid height was determined by GEOID03.
 AM0226
 AM0226;                    North         East    Units  Estimated Accuracy
 AM0226;SPC TXSC     - 4,126,840.      934,340.      MT  (+/- 180 meters Scaled)
 AM0226
 AM0226                          SUPERSEDED SURVEY CONTROL
 AM0226
 AM0226  NGVD 29 (??/??/92)    3.68   (m)           12.1    (f) COMPUTED    2 0
 AM0226
 AM0226.Superseded values are not recommended for survey control.
 AM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0226.See file dsdata.txt to determine how the superseded data were derived.
 AM0226
 AM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN494033(NAD 83)
 AM0226_MARKER: DB = BENCH MARK DISK
 AM0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0226_STAMPING: W 573 1941
 AM0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0226+STABILITY: SURFACE MOTION
 AM0226
 AM0226  HISTORY     - Date     Condition        Report By
 AM0226  HISTORY     - 1941     MONUMENTED       CGS
 AM0226  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0226
 AM0226                          STATION DESCRIPTION
 AM0226
 AM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0226'6.7 MI E FROM CEDAR LAKE.
 AM0226'TO REACH FROM THE POST OFFICE AT CEDAR LAKE-- PROCEED 4.9 MILES
 AM0226'EASTERLY ALONG COUNTY ROAD TO THE INTERSECTION OF ROAD LEADING
 AM0226'SOUTHERLY-- THENCE, GO 1.8 MILES SOUTHERLY ALONG DIRT ROAD TO THE SITE
 AM0226'OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.55 MILE SOUTH OF CURVE,
 AM0226'ABOUT 0.5 MILE NORTH OF INTERSECTION OF ROAD TO CHURCHILL BRIDGE AND
 AM0226'ROAD TO THE GULF.  IT IS IN A SMALL CLEARING ON THE EAST SIDE OF THE
 AM0226'ROAD, 34.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AM0226'OF THE ROAD IT IS 3.5 FEET EAST OF FENCE AND 3.0 FEET EAST OF A
 AM0226'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AM0226
 AM0226                          STATION RECOVERY (2003)
 AM0226
 AM0226'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0227 ***********************************************************************
 AM0227  DESIGNATION -  W 573 RESET 1957
 AM0227  PID         -  AM0227
 AM0227  STATE/COUNTY-  TX/BRAZORIA
 AM0227  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0227
 AM0227                         *CURRENT SURVEY CONTROL
 AM0227  ___________________________________________________________________
 AM0227* NAD 83(1986)-  28 56 01.     (N)    095 34 12.     (W)     SCALED    
 AM0227* NAVD 88     -         3.59   (+/-2cm)      11.8    (feet)  VERTCON   
 AM0227  ___________________________________________________________________
 AM0227  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AM0227
 AM0227  VERT ORDER  -  THIRD (See Below)
 AM0227
 AM0227.The horizontal coordinates were scaled from a topographic map and have
 AM0227.an estimated accuracy of +/- 6 seconds.
 AM0227
 AM0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0227.The vertical order pertains to the NGVD 29 superseded value.
 AM0227
 AM0227.The geoid height was determined by GEOID03.
 AM0227
 AM0227;                    North         East    Units  Estimated Accuracy
 AM0227;SPC TXSC     - 4,126,840.      934,340.      MT  (+/- 180 meters Scaled)
 AM0227
 AM0227                          SUPERSEDED SURVEY CONTROL
 AM0227
 AM0227  NGVD 29 (??/??/??)    3.62   (m)           11.9    (f) RESET       3  
 AM0227
 AM0227.Superseded values are not recommended for survey control.
 AM0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0227.See file dsdata.txt to determine how the superseded data were derived.
 AM0227
 AM0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN494033(NAD 83)
 AM0227_MARKER: DB = BENCH MARK DISK
 AM0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0227_STAMPING: W 573 RESET 1957
 AM0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0227+STABILITY: SURFACE MOTION
 AM0227
 AM0227  HISTORY     - Date     Condition        Report By
 AM0227  HISTORY     - 1957     MONUMENTED       CGS
 AM0227  HISTORY     - 1967     GOOD             NGS
 AM0227  HISTORY     - 1977     GOOD             NGS
 AM0227  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0227
 AM0227                          STATION DESCRIPTION
 AM0227
 AM0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AM0227'14.0 MI E FROM SARGENT.
 AM0227'IN BRAZORIA COUNTY, 4.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE
 AM0227'POST OFFICE AT CEDAR LAKE, MATAGORDA COUNTY, THENCE 1.9 MILES
 AM0227'SOUTHEAST ALONG ANOTHER COUNTY ROAD.  0.65 MILE SOUTHEAST OF A CURVE
 AM0227'IN THE ROAD, 0.55 MILE NORTHWEST OF THE INTERSECTION OF A
 AM0227'NORTHEAST-AND-SOUTHWEST COUNTY ROAD (THE ROAD NORTHEAST LEADS TO
 AM0227'CHURCHILL BRIDGE OVER SAN BERNARD RIVER), IN A LARGE CLEARING ON THE
 AM0227'WEST SIDE OF ROAD, 40 FEET EAST OF THE CENTERLINE OF THE ROAD, 0.5
 AM0227'FOOT WEST OF A FENCE, AND LEVEL WITH THE ROAD.  NOTE-- ABOUT 2.6 MILES
 AM0227'NORTH ALONG F.M. HIGHWAY 457 FROM THE POST OFFICE IN SARGENT, THENCE
 AM0227'8.8 MILES NORTHEAST ALONG F.M. HIGHWAY 2611, THENCE 0.6 MILE SOUTHEAST
 AM0227'ALONG F.M. HIGHWAY 2918 TO SITE OF MARK, ON THE OUT SIDE CURVE, AT THE
 AM0227'RIGHT-OF-WAY FENCE, 60 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY.
 AM0227
 AM0227                          STATION RECOVERY (1977)
 AM0227
 AM0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0227'RECOVERED IN GOOD CONDITION.
 AM0227
 AM0227                          STATION RECOVERY (2003)
 AM0227
 AM0227'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0518 ***********************************************************************
 AX0518  DESIGNATION -  W 574
 AX0518  PID         -  AX0518
 AX0518  STATE/COUNTY-  TX/MATAGORDA
 AX0518  USGS QUAD   -  LANE CITY SE (1980)
 AX0518
 AX0518                         *CURRENT SURVEY CONTROL
 AX0518  ___________________________________________________________________
 AX0518* NAD 83(1986)-  29 06 08.     (N)    096 07 23.     (W)     SCALED    
 AX0518* NAVD 88     -        22.99   (+/-2cm)      75.4    (feet)  VERTCON   
 AX0518  ___________________________________________________________________
 AX0518  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0518
 AX0518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0518
 AX0518.The horizontal coordinates were scaled from a topographic map and have
 AX0518.an estimated accuracy of +/- 6 seconds.
 AX0518
 AX0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0518.The vertical order pertains to the NGVD 29 superseded value.
 AX0518
 AX0518.The geoid height was determined by GEOID03.
 AX0518
 AX0518;                    North         East    Units  Estimated Accuracy
 AX0518;SPC TXSC     - 4,144,070.      879,990.      MT  (+/- 180 meters Scaled)
 AX0518
 AX0518                          SUPERSEDED SURVEY CONTROL
 AX0518
 AX0518  NGVD 29 (??/??/92)   23.003  (m)           75.47   (f) ADJ UNCH    2 0
 AX0518
 AX0518.Superseded values are not recommended for survey control.
 AX0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0518.See file dsdata.txt to determine how the superseded data were derived.
 AX0518
 AX0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT800227(NAD 83)
 AX0518_MARKER: DB = BENCH MARK DISK
 AX0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0518_STAMPING: W 574 1941
 AX0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0518+STABILITY: SURFACE MOTION
 AX0518
 AX0518  HISTORY     - Date     Condition        Report By
 AX0518  HISTORY     - 1941     MONUMENTED       CGS
 AX0518  HISTORY     - 1943     GOOD             CGS
 AX0518
 AX0518                          STATION DESCRIPTION
 AX0518
 AX0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0518'10.7 MI NW FROM MARKHAM.
 AX0518'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARKHAM--
 AX0518'PROCEED 3.2 MILES NORTH ALONG PAVED ROAD TO INTERSECTION OF CROSSROAD.
 AX0518'THENCE, TURN RIGHT AND GO 7.5 MILES ALONG ROAD TO PIERCE TO THE SITE
 AX0518'OF THE BENCH MARK.  BENCH MARK IS AT ROAD INTERSECTION OF CROSSROAD,
 AX0518'36.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX0518'THE ROAD AND 36.0 FEET NORTH OF THE EAST-WEST ROAD. IT IS 8.0 FEET
 AX0518'NORTH OF FENCE CORNER AND 3.0 FEET SOUTH OF A 4X4 -INCH WOODEN MARKER
 AX0518'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AX0518
 AX0518                          STATION RECOVERY (1943)
 AX0518
 AX0518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0518'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0518'STATION AT MARKHAM, PROCEED 3.15 MILES NORTHWESTERLY ALONG A PAVED
 AX0518'ROAD TO AN OILED SIDE ROAD INTERSECTION LEADING NORTH TO PIERCE,
 AX0518'THENCE 7.6 MILES NORTHERLY ALONG AN OILED AND DIRT ROAD TO A SIDE
 AX0518'ROAD INTERSECTION LEADING WEST AND TO SITE OF BENCH MARK. BENCH MARK
 AX0518'IS ABOUT 0.25 MILE SOUTH OF A SMALL WHITE FRAME SCHOOL HOUSE, AND
 AX0518'50.0 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION. IT IS 37.0
 AX0518'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF SIDE
 AX0518'ROAD, 36.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0518'CENTERLINE OF NORTH AND SOUTH ROAD, 10.0 FEET WEST OF A POWER POLE,
 AX0518'2.6 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AX0518'0.5 FOOT. A DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0312 ***********************************************************************
 AN0312  DESIGNATION -  W 575
 AN0312  PID         -  AN0312
 AN0312  STATE/COUNTY-  TX/MATAGORDA
 AN0312  USGS QUAD   -  MIDFIELD (1995)
 AN0312
 AN0312                         *CURRENT SURVEY CONTROL
 AN0312  ___________________________________________________________________
 AN0312* NAD 83(1986)-  28 56 16.     (N)    096 12 30.     (W)     SCALED    
 AN0312* NAVD 88     -        14.91   (+/-2cm)      48.9    (feet)  VERTCON   
 AN0312  ___________________________________________________________________
 AN0312  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0312
 AN0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0312
 AN0312.The horizontal coordinates were scaled from a topographic map and have
 AN0312.an estimated accuracy of +/- 6 seconds.
 AN0312
 AN0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0312.The vertical order pertains to the NGVD 29 superseded value.
 AN0312
 AN0312.The geoid height was determined by GEOID03.
 AN0312
 AN0312;                    North         East    Units  Estimated Accuracy
 AN0312;SPC TXSC     - 4,125,650.      872,120.      MT  (+/- 180 meters Scaled)
 AN0312
 AN0312                          SUPERSEDED SURVEY CONTROL
 AN0312
 AN0312  NGVD 29 (??/??/92)   14.949  (m)           49.05   (f) ADJ UNCH    2 0
 AN0312
 AN0312.Superseded values are not recommended for survey control.
 AN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0312.See file dsdata.txt to determine how the superseded data were derived.
 AN0312
 AN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT721043(NAD 83)
 AN0312_MARKER: DB = BENCH MARK DISK
 AN0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0312_SP_SET: CULVERT
 AN0312_STAMPING: W 575 1941
 AN0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0312
 AN0312  HISTORY     - Date     Condition        Report By
 AN0312  HISTORY     - 1941     MONUMENTED       CGS
 AN0312  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0312
 AN0312                          STATION DESCRIPTION
 AN0312
 AN0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0312'IN MIDFIELD.
 AN0312'AT MIDFIELD, MATAGORDA COUNTY, AT THE JUNCTION OF STATE HIGHWAYS 71
 AN0312'AND 111, 48 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 71, 15.5
 AN0312'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 111, AT A CONCRETE
 AN0312'CULVERT UNDER STATE HIGHWAY 111, IN THE TOP OF THE EAST END OF THE
 AN0312'NORTH HEAD WALL, AND ABOUT LEVEL WITH STATE HIGHWAY 71.  A STANDARD
 AN0312'DISK, STAMPED W 575 1941.
 AN0312
 AN0312                          STATION RECOVERY (1999)
 AN0312
 AN0312'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0313 ***********************************************************************
 AN0313  DESIGNATION -  W 575 RESET 1973
 AN0313  PID         -  AN0313
 AN0313  STATE/COUNTY-  TX/MATAGORDA
 AN0313  USGS QUAD   -  MIDFIELD (1995)
 AN0313
 AN0313                         *CURRENT SURVEY CONTROL
 AN0313  ___________________________________________________________________
 AN0313* NAD 83(1986)-  28 56 16.     (N)    096 12 30.     (W)     SCALED    
 AN0313* NAVD 88     -        14.44   (+/-2cm)      47.4    (feet)  VERTCON   
 AN0313  ___________________________________________________________________
 AN0313  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0313
 AN0313  VERT ORDER  -  THIRD (See Below)
 AN0313
 AN0313.The horizontal coordinates were scaled from a topographic map and have
 AN0313.an estimated accuracy of +/- 6 seconds.
 AN0313
 AN0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0313.The vertical order pertains to the NGVD 29 superseded value.
 AN0313
 AN0313.The geoid height was determined by GEOID03.
 AN0313
 AN0313;                    North         East    Units  Estimated Accuracy
 AN0313;SPC TXSC     - 4,125,650.      872,120.      MT  (+/- 180 meters Scaled)
 AN0313
 AN0313                          SUPERSEDED SURVEY CONTROL
 AN0313
 AN0313  NGVD 29 (01/29/03)   14.47   (m)           47.5    (f) RESET       3  
 AN0313
 AN0313.Superseded values are not recommended for survey control.
 AN0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0313.See file dsdata.txt to determine how the superseded data were derived.
 AN0313
 AN0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT721043(NAD 83)
 AN0313_MARKER: DB = BENCH MARK DISK
 AN0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AN0313_STAMPING: W 575 RESET 1973
 AN0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0313+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AN0313
 AN0313  HISTORY     - Date     Condition        Report By
 AN0313  HISTORY     - 1973     MONUMENTED       NGS
 AN0313  HISTORY     - 1991     GOOD             USPSQD
 AN0313  HISTORY     - 19991015 GOOD             USPSQD
 AN0313  HISTORY     - 20060312 GOOD             USPSQD
 AN0313
 AN0313                          STATION DESCRIPTION
 AN0313
 AN0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AN0313'IN MIDFIELD.
 AN0313'LOCATED EAST OF THE JUNCTION OF STATE HIGHWAY 71 AND FARM ROAD 111 AT
 AN0313'MIDFIELD.  STANDARD BENCH MARK DISK, BRAZED TO THE TOP OF A 3-INCH
 AN0313'IRON PIPE, THAT PROJECTS ABOUT 3-INCHES AND IS STAMPED W 575 RESET
 AN0313'1973.  IT IS 253 FEET EAST OF THE CENTER-LINE OF STATE HIGHWAY 71, 61
 AN0313'FEET SOUTH OF THE CENTER-LINE OF FARM ROAD 111, 20 FEET WEST OF A
 AN0313'HI-LINE POLE, 1-FOOT SOUTH OF THE EYE OF A GUY-WIRE ANCHOR-ROD, 0.6
 AN0313'FEET NORTH OF THE FENCE-LINE, 1-FOOT WEST OF A METAL WITNESS POST AND
 AN0313'BETWEEN TWO BRACED FENCE-LINE POST.
 AN0313
 AN0313                          STATION RECOVERY (1991)
 AN0313
 AN0313'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0313'RECOVERED IN GOOD CONDITION.
 AN0313
 AN0313                          STATION RECOVERY (1999)
 AN0313
 AN0313'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0313'RECOVERED IN GOOD CONDITION.
 AN0313
 AN0313                          STATION RECOVERY (2006)
 AN0313
 AN0313'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0313'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0240 ***********************************************************************
 AN0240  DESIGNATION -  W 576
 AN0240  PID         -  AN0240
 AN0240  STATE/COUNTY-  TX/MATAGORDA
 AN0240  USGS QUAD   -  MARKHAM (1995)
 AN0240
 AN0240                         *CURRENT SURVEY CONTROL
 AN0240  ___________________________________________________________________
 AN0240* NAD 83(1986)-  28 54 15.     (N)    096 02 46.     (W)     SCALED    
 AN0240* NAVD 88     -        12.41   (+/-2cm)      40.7    (feet)  VERTCON   
 AN0240  ___________________________________________________________________
 AN0240  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0240
 AN0240  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0240
 AN0240.The horizontal coordinates were scaled from a topographic map and have
 AN0240.an estimated accuracy of +/- 6 seconds.
 AN0240
 AN0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0240.The vertical order pertains to the NGVD 29 superseded value.
 AN0240
 AN0240.The geoid height was determined by GEOID03.
 AN0240
 AN0240;                    North         East    Units  Estimated Accuracy
 AN0240;SPC TXSC     - 4,122,320.      888,030.      MT  (+/- 180 meters Scaled)
 AN0240
 AN0240                          SUPERSEDED SURVEY CONTROL
 AN0240
 AN0240  NGVD 29 (??/??/92)   12.449  (m)           40.84   (f) ADJ UNCH    1 1
 AN0240
 AN0240.Superseded values are not recommended for survey control.
 AN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0240.See file dsdata.txt to determine how the superseded data were derived.
 AN0240
 AN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT880009(NAD 83)
 AN0240_MARKER: DB = BENCH MARK DISK
 AN0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0240_SP_SET: CULVERT
 AN0240_STAMPING: W 576 1941
 AN0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0240
 AN0240  HISTORY     - Date     Condition        Report By
 AN0240  HISTORY     - 1941     MONUMENTED       CGS
 AN0240  HISTORY     - 1951     GOOD             NGS
 AN0240  HISTORY     - 1978     GOOD             NGS
 AN0240  HISTORY     - 1991     GOOD             USPSQD
 AN0240  HISTORY     - 19991015 GOOD             USPSQD
 AN0240
 AN0240                          STATION DESCRIPTION
 AN0240
 AN0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0240'0.6 MI N FROM BUCKEYE.
 AN0240'0.6 MILE NORTH ALONG AN OILED ROAD FROM THE ST. LOUIS, BROWNSVILLE AND
 AN0240'MEXICO RAILROAD STATION AT BUCKEYE, AT THE SOUTH END OF A CURVE IN THE
 AN0240'ROAD, 119 FEET SOUTH OF THE CENTER OF A JUNCTION WITH A ROAD LEADING
 AN0240'NORTH TO A FARMHOUSE, SET IN THE TOP OF THE NORTH END OF THE WEST
 AN0240'HEADWALL OF A CONCRETE CULVERT.
 AN0240
 AN0240                          STATION RECOVERY (1978)
 AN0240
 AN0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0240'RECOVERED IN GOOD CONDITION.
 AN0240
 AN0240                          STATION RECOVERY (1991)
 AN0240
 AN0240'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0240'RECOVERED IN GOOD CONDITION.
 AN0240
 AN0240                          STATION RECOVERY (1999)
 AN0240
 AN0240'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0570 ***********************************************************************
 AX0570  DESIGNATION -  W 577
 AX0570  PID         -  AX0570
 AX0570  STATE/COUNTY-  TX/WHARTON
 AX0570  USGS QUAD   -  EL CAMPO SE (1981)
 AX0570
 AX0570                         *CURRENT SURVEY CONTROL
 AX0570  ___________________________________________________________________
 AX0570* NAD 83(1986)-  29 01 52.     (N)    096 22 05.     (W)     SCALED    
 AX0570* NAVD 88     -        21.22   (+/-2cm)      69.6    (feet)  VERTCON   
 AX0570  ___________________________________________________________________
 AX0570  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0570
 AX0570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0570
 AX0570.The horizontal coordinates were scaled from a topographic map and have
 AX0570.an estimated accuracy of +/- 6 seconds.
 AX0570
 AX0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0570.The vertical order pertains to the NGVD 29 superseded value.
 AX0570
 AX0570.The geoid height was determined by GEOID03.
 AX0570
 AX0570;                    North         East    Units  Estimated Accuracy
 AX0570;SPC TXSC     - 4,135,630.      856,320.      MT  (+/- 180 meters Scaled)
 AX0570
 AX0570                          SUPERSEDED SURVEY CONTROL
 AX0570
 AX0570  NGVD 29 (??/??/92)   21.236  (m)           69.67   (f) ADJ UNCH    2 0
 AX0570
 AX0570.Superseded values are not recommended for survey control.
 AX0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0570.See file dsdata.txt to determine how the superseded data were derived.
 AX0570
 AX0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT563142(NAD 83)
 AX0570_MARKER: DB = BENCH MARK DISK
 AX0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0570_STAMPING: W 577 1941
 AX0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0570+STABILITY: SURFACE MOTION
 AX0570
 AX0570  HISTORY     - Date     Condition        Report By
 AX0570  HISTORY     - 1941     MONUMENTED       CGS
 AX0570  HISTORY     - 1964     GOOD             USGS
 AX0570
 AX0570                          STATION DESCRIPTION
 AX0570
 AX0570'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX0570'7.0 MI SE FROM LOUISE.
 AX0570'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE TEXAS AND NEW
 AX0570'ORLEANS RAILROAD STATION AT LOUISE, WHARTON COUNTY, THENCE ABOUT 6.0
 AX0570'MILES SOUTHEAST ALONG THE ROAD TO FRANCITAS.  147 FEET NORTHWEST OF A
 AX0570'FARM ROAD LEADING SOUTHWEST.  58 FEET NORTHWEST OF THE NORTHEAST
 AX0570'CORNER OF A CORRAL.  31 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 AX0570'5 FEET SOUTHEAST OF A POWER POLE.  ABOUT LEVEL WITH THE ROAD.  A
 AX0570'STANDARD DISC, STAMPED W577 1941 AND SET IN THE TOP OF A CONCRETE POST
 AX0570'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0252 ***********************************************************************
 AN0252  DESIGNATION -  W 579
 AN0252  PID         -  AN0252
 AN0252  STATE/COUNTY-  TX/MATAGORDA
 AN0252  USGS QUAD   -  MARKHAM (1995)
 AN0252
 AN0252                         *CURRENT SURVEY CONTROL
 AN0252  ___________________________________________________________________
 AN0252* NAD 83(1986)-  28 58 02.     (N)    096 02 25.     (W)     SCALED    
 AN0252* NAVD 88     -        15.52   (+/-2cm)      50.9    (feet)  VERTCON   
 AN0252  ___________________________________________________________________
 AN0252  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0252
 AN0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0252
 AN0252.The horizontal coordinates were scaled from a topographic map and have
 AN0252.an estimated accuracy of +/- 6 seconds.
 AN0252
 AN0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0252.The vertical order pertains to the NGVD 29 superseded value.
 AN0252
 AN0252.The geoid height was determined by GEOID03.
 AN0252
 AN0252;                    North         East    Units  Estimated Accuracy
 AN0252;SPC TXSC     - 4,129,320.      888,420.      MT  (+/- 180 meters Scaled)
 AN0252
 AN0252                          SUPERSEDED SURVEY CONTROL
 AN0252
 AN0252  NGVD 29 (??/??/92)   15.546  (m)           51.00   (f) ADJ UNCH    2 0
 AN0252
 AN0252.Superseded values are not recommended for survey control.
 AN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0252.See file dsdata.txt to determine how the superseded data were derived.
 AN0252
 AN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT884079(NAD 83)
 AN0252_MARKER: DB = BENCH MARK DISK
 AN0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0252_STAMPING: W 579 1941
 AN0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0252+STABILITY: SURFACE MOTION
 AN0252
 AN0252  HISTORY     - Date     Condition        Report By
 AN0252  HISTORY     - 1941     MONUMENTED       CGS
 AN0252  HISTORY     - 1953     GOOD             NGS
 AN0252  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0252  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0252
 AN0252                          STATION DESCRIPTION
 AN0252
 AN0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0252'2.1 MI E FROM MARKHAM.
 AN0252'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0252'ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, ABOUT 0.1 MILE
 AN0252'SOUTHWEST OF A GROUP OF LIVE OAK TREES, 53 FEET NORTHWEST OF THE
 AN0252'CENTER LINE OF THE HIGHWAY, 3 FEET NORTHWEST OF THE RIGHT-OF-WAY
 AN0252'FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 AN0252'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED W 579 1941 AND SET
 AN0252'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0252
 AN0252                          STATION RECOVERY (1953)
 AN0252
 AN0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AN0252'RECOVERED IN GOOD CONDITION.
 AN0252
 AN0252                          STATION RECOVERY (1991)
 AN0252
 AN0252'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0252'MARK NOT FOUND.
 AN0252
 AN0252                          STATION RECOVERY (1999)
 AN0252
 AN0252'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0284 ***********************************************************************
 AN0284  DESIGNATION -  W 582
 AN0284  PID         -  AN0284
 AN0284  STATE/COUNTY-  TX/MATAGORDA
 AN0284  USGS QUAD   -  PALACIOS (1995)
 AN0284
 AN0284                         *CURRENT SURVEY CONTROL
 AN0284  ___________________________________________________________________
 AN0284* NAD 83(1986)-  28 41 11.     (N)    096 10 45.     (W)     SCALED    
 AN0284* NAVD 88     -         4.42   (+/-2cm)      14.5    (feet)  VERTCON   
 AN0284  ___________________________________________________________________
 AN0284  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN0284
 AN0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0284
 AN0284.The horizontal coordinates were scaled from a topographic map and have
 AN0284.an estimated accuracy of +/- 6 seconds.
 AN0284
 AN0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0284.The vertical order pertains to the NGVD 29 superseded value.
 AN0284
 AN0284.The geoid height was determined by GEOID03.
 AN0284
 AN0284;                    North         East    Units  Estimated Accuracy
 AN0284;SPC TXSC     - 4,097,870.      875,640.      MT  (+/- 180 meters Scaled)
 AN0284
 AN0284                          SUPERSEDED SURVEY CONTROL
 AN0284
 AN0284  NGVD 29 (??/??/92)    4.487  (m)           14.72   (f) ADJ UNCH    2 0
 AN0284
 AN0284.Superseded values are not recommended for survey control.
 AN0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0284.See file dsdata.txt to determine how the superseded data were derived.
 AN0284
 AN0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS756765(NAD 83)
 AN0284_MARKER: DB = BENCH MARK DISK
 AN0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0284_STAMPING: W 582 1941
 AN0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0284+STABILITY: SURFACE MOTION
 AN0284
 AN0284  HISTORY     - Date     Condition        Report By
 AN0284  HISTORY     - 1941     MONUMENTED       CGS
 AN0284  HISTORY     - 19961116 POOR             USPSQD
 AN0284
 AN0284                          STATION DESCRIPTION
 AN0284
 AN0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0284'4.1 MI S FROM COLLEGEPORT.
 AN0284'4.1 MILES SOUTH OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH MARK MAY
 AN0284'BE REACHED FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A PAVED COUNTY
 AN0284'ROAD, THENCE 2.6 MILES SOUTH ALONG THE OYSTER LAKE ROAD, AND THENCE
 AN0284'0.9 MILE WEST ALONG A FARM ROAD.  IT IS 48 FEET NORTH OF THE CENTER
 AN0284'LINE OF THE ROAD, AT A SLIGHT CURVE IN THE ROAD, AT A FENCE CORNER, 15
 AN0284'FEET WEST OF THE NORTH-AND-SOUTH FENCE, 1.5 FEET SOUTH OF THE
 AN0284'EAST-AND-WEST FENCE, AND 3.5 FEET FROM A WHITE WOODEN WITNESS POST. A
 AN0284'STANDARD DISK, STAMPED W 582 1941 AND SET IN THE TOP OF A CONCRETE
 AN0284'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AN0284
 AN0284                          STATION RECOVERY (1996)
 AN0284
 AN0284'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN0284'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0216 ***********************************************************************
 AN0216  DESIGNATION -  W 583
 AN0216  PID         -  AN0216
 AN0216  STATE/COUNTY-  TX/MATAGORDA
 AN0216  USGS QUAD   -  PALACIOS (1995)
 AN0216
 AN0216                         *CURRENT SURVEY CONTROL
 AN0216  ___________________________________________________________________
 AN0216* NAD 83(1986)-  28 43 04.     (N)    096 12 35.     (W)     SCALED    
 AN0216* NAVD 88     -         1.47   (+/-2cm)       4.8    (feet)  VERTCON   
 AN0216  ___________________________________________________________________
 AN0216  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN0216
 AN0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0216
 AN0216.The horizontal coordinates were scaled from a topographic map and have
 AN0216.an estimated accuracy of +/- 6 seconds.
 AN0216
 AN0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0216.The vertical order pertains to the NGVD 29 superseded value.
 AN0216
 AN0216.The geoid height was determined by GEOID03.
 AN0216
 AN0216;                    North         East    Units  Estimated Accuracy
 AN0216;SPC TXSC     - 4,101,270.      872,570.      MT  (+/- 180 meters Scaled)
 AN0216
 AN0216                          SUPERSEDED SURVEY CONTROL
 AN0216
 AN0216  NGVD 29 (??/??/92)    1.537  (m)            5.04   (f) ADJ UNCH    2 0
 AN0216
 AN0216.Superseded values are not recommended for survey control.
 AN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0216.See file dsdata.txt to determine how the superseded data were derived.
 AN0216
 AN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS725799(NAD 83)
 AN0216_MARKER: DB = BENCH MARK DISK
 AN0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0216_SP_SET: CULVERT
 AN0216_STAMPING: W 583 1941
 AN0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0216
 AN0216  HISTORY     - Date     Condition        Report By
 AN0216  HISTORY     - 1941     MONUMENTED       CGS
 AN0216  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0216
 AN0216                          STATION DESCRIPTION
 AN0216
 AN0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0216'1.4 MI NE FROM PALACIOS.
 AN0216'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0216'ORLEANS RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, AT THE
 AN0216'T-JUNCTION OF A ROAD LEADING WEST, 78 FEET NORTH OF THE CENTER LINE OF
 AN0216'THE ROAD, AT THE WEST END OF A TRIPLE 4- BY 4-FOOT CONCRETE CULVERT
 AN0216'UNDER THE HIGHWAY, AND IN THE TOP OF THE SOUTH WING WALL.  A STANDARD
 AN0216'DISK, STAMPED W 583 1941.
 AN0216
 AN0216                          STATION RECOVERY (1991)
 AN0216
 AN0216'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0066 ***********************************************************************
 AH0066  DESIGNATION -  W 585
 AH0066  PID         -  AH0066
 AH0066  STATE/COUNTY-  TX/NUECES
 AH0066  USGS QUAD   -  ANNAVILLE (1975)
 AH0066
 AH0066                         *CURRENT SURVEY CONTROL
 AH0066  ___________________________________________________________________
 AH0066* NAD 83(1986)-  27 47 03.     (N)    097 34 21.     (W)     SCALED    
 AH0066* NAVD 88     -        17.888  (meters)      58.69   (feet)  ADJUSTED  
 AH0066  ___________________________________________________________________
 AH0066  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0066  DYNAMIC HT  -          17.861 (meters)      58.60  (feet)  COMP
 AH0066  MODELED GRAV-     979,121.9   (mgal)                       NAVD 88
 AH0066
 AH0066  VERT ORDER  -  FIRST     CLASS I
 AH0066
 AH0066.The horizontal coordinates were scaled from a topographic map and have
 AH0066.an estimated accuracy of +/- 6 seconds.
 AH0066
 AH0066.The orthometric height was determined by differential leveling
 AH0066.and adjusted by the National Geodetic Survey in June 1991..
 AH0066
 AH0066.The geoid height was determined by GEOID03.
 AH0066
 AH0066.The dynamic height is computed by dividing the NAVD 88
 AH0066.geopotential number by the normal gravity value computed on the
 AH0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0066.degrees latitude (g = 980.6199 gals.).
 AH0066
 AH0066.The modeled gravity was interpolated from observed gravity values.
 AH0066
 AH0066;                    North         East    Units  Estimated Accuracy
 AH0066;SPC TX S     - 5,234,950.      391,410.      MT  (+/- 180 meters Scaled)
 AH0066
 AH0066                          SUPERSEDED SURVEY CONTROL
 AH0066
 AH0066  NGVD 29 (??/??/92)   18.020  (m)           59.12   (f) ADJ UNCH    1 1
 AH0066
 AH0066.Superseded values are not recommended for survey control.
 AH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0066.See file dsdata.txt to determine how the superseded data were derived.
 AH0066
 AH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR406741(NAD 83)
 AH0066_MARKER: DB = BENCH MARK DISK
 AH0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0066_SP_SET: CULVERT
 AH0066_STAMPING: W 585 1942
 AH0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0066
 AH0066  HISTORY     - Date     Condition        Report By
 AH0066  HISTORY     - 1942     MONUMENTED       CGS
 AH0066  HISTORY     - 1959     GOOD             NGS
 AH0066  HISTORY     - 1968     GOOD             NGS
 AH0066  HISTORY     - 1978     GOOD             NGS
 AH0066  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0066
 AH0066                          STATION DESCRIPTION
 AH0066
 AH0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0066'2.2 MI W FROM CLARKWOOD.
 AH0066'ABOUT 2.2 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE CITY
 AH0066'WATER TANK AT CLARKWOOD, AT THE JUNCTION OF AN OILED ROAD LEADING
 AH0066'NORTH, 81 FEET WEST AND ACROSS THE OILED ROAD FROM MILEPOST 151, IN
 AH0066'THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A TRIPLE CONCRETE
 AH0066'CULVERT UNDER THE OILED ROAD, 15 FEET WEST OF THE CENTER LINE OF THE
 AH0066'ROAD, 49 1/2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT BELOW THE
 AH0066'LEVEL OF THE ROAD AND TRACKS.
 AH0066
 AH0066                          STATION RECOVERY (1968)
 AH0066
 AH0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AH0066'RECOVERED IN GOOD CONDITION.
 AH0066
 AH0066                          STATION RECOVERY (1978)
 AH0066
 AH0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0066'RECOVERED IN GOOD CONDITION.
 AH0066
 AH0066                          STATION RECOVERY (2001)
 AH0066
 AH0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0066'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1670 ***********************************************************************
 AH1670  DESIGNATION -  W 585 RESET
 AH1670  PID         -  AH1670
 AH1670  STATE/COUNTY-  TX/NUECES
 AH1670  USGS QUAD   -  ANNAVILLE (1975)
 AH1670
 AH1670                         *CURRENT SURVEY CONTROL
 AH1670  ___________________________________________________________________
 AH1670* NAD 83(1986)-  27 47 03.     (N)    097 34 21.     (W)     SCALED    
 AH1670* NAVD 88     -        17.99   (meters)      59.0    (feet)  RESET     
 AH1670  ___________________________________________________________________
 AH1670  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH1670
 AH1670  VERT ORDER  -  THIRD
 AH1670
 AH1670.The horizontal coordinates were scaled from a topographic map and have
 AH1670.an estimated accuracy of +/- 6 seconds.
 AH1670
 AH1670.The orthometric height was computed from unverified reset data.
 AH1670.No vertical observational check was made to the station.
 AH1670
 AH1670.The geoid height was determined by GEOID03.
 AH1670
 AH1670;                    North         East    Units  Estimated Accuracy
 AH1670;SPC TX S     - 5,234,950.      391,410.      MT  (+/- 180 meters Scaled)
 AH1670
 AH1670                          SUPERSEDED SURVEY CONTROL
 AH1670
 AH1670  NGVD 29 (01/29/03)   18.12   (m)           59.4    (f) RESET       3  
 AH1670
 AH1670.Superseded values are not recommended for survey control.
 AH1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1670.See file dsdata.txt to determine how the superseded data were derived.
 AH1670
 AH1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR406741(NAD 83)
 AH1670_MARKER: DB = BENCH MARK DISK
 AH1670_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH1670_SP_SET: HEADWALL
 AH1670_STAMPING: W 585 RESET 1978
 AH1670_MARK LOGO: NGS   
 AH1670_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1670+STABILITY: SURFACE MOTION
 AH1670
 AH1670  HISTORY     - Date     Condition        Report By
 AH1670  HISTORY     - 1978     MONUMENTED       TXHD
 AH1670
 AH1670                          STATION DESCRIPTION
 AH1670
 AH1670'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1978
 AH1670'2.2 MI (3.5 KM) WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE
 AH1670'CLARKWOOD DRAINAGE DITCH, AT THE JUNCTION OF F.M. HIGHWAY 3386
 AH1670'LEADING NORTH, 95 FT (29.0 M) WEST AND ACROSS THE ASPHALT PAVED ROAD
 AH1670'FROM MILEPOST 151, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 AH1670'OF A TRIPLE CONCRETE CULVERT UNDER THE PAVED ROAD, 29.5 FT (9.0 M)
 AH1670'WEST OF THE CENTER LINE OF THE ROAD, 55.7 FT (17.0 M) NORTH OF THE
 AH1670'NORTH RAIL.  1 FT (0.3 M) BELOW THE LEVEL OF THE ROAD AND TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0302 ***********************************************************************
 AM0302  DESIGNATION -  W 586
 AM0302  PID         -  AM0302
 AM0302  STATE/COUNTY-  TX/BRAZORIA
 AM0302  USGS QUAD   -  JONES CREEK (1974)
 AM0302
 AM0302                         *CURRENT SURVEY CONTROL
 AM0302  ___________________________________________________________________
 AM0302* NAD 83(1986)-  28 58 00.     (N)    095 24 37.     (W)     SCALED    
 AM0302* NAVD 88     -         2.84   (+/-2cm)       9.3    (feet)  VERTCON   
 AM0302  ___________________________________________________________________
 AM0302  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AM0302
 AM0302  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0302
 AM0302.The horizontal coordinates were scaled from a topographic map and have
 AM0302.an estimated accuracy of +/- 6 seconds.
 AM0302
 AM0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0302.The vertical order pertains to the NGVD 29 superseded value.
 AM0302
 AM0302.The geoid height was determined by GEOID03.
 AM0302
 AM0302;                    North         East    Units  Estimated Accuracy
 AM0302;SPC TXSC     - 4,130,970.      949,800.      MT  (+/- 180 meters Scaled)
 AM0302
 AM0302                          SUPERSEDED SURVEY CONTROL
 AM0302
 AM0302  NGVD 29 (??/??/92)    2.86   (m)            9.4    (f) COMPUTED    1 2
 AM0302
 AM0302.Superseded values are not recommended for survey control.
 AM0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0302.See file dsdata.txt to determine how the superseded data were derived.
 AM0302
 AM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN651066(NAD 83)
 AM0302_MARKER: DB = BENCH MARK DISK
 AM0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0302_SP_SET: CULVERT
 AM0302_STAMPING: W 586 1942
 AM0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0302
 AM0302  HISTORY     - Date     Condition        Report By
 AM0302  HISTORY     - 1942     MONUMENTED       CGS
 AM0302  HISTORY     - 1943     GOOD             NGS
 AM0302  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0302
 AM0302                          STATION DESCRIPTION
 AM0302
 AM0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0302'4.0 MI NW FROM FREEPORT.
 AM0302'TO REACH FROM THE CITY WATER TANK AT FREEPORT.  PROCEED NORTHWESTERLY
 AM0302'4.0 MILES ALONG STATE HIGHWAY NO. 36 TO A MULTIPULE-ARCH CONCRETE
 AM0302'CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 2.0 MILES
 AM0302'NORTHWEST OF THE HIGHWAY DRAW-BRIDGE OVER THE BRAZOS RIVER, ABOUT 0.7
 AM0302'MILE SOUTHEAST OF A TEXAS STATE HIGHWAY ROADSIDE PARK, ABOUT 0.2 MILE
 AM0302'SOUTHEAST OF THE INTERSECTION OF A ROAD LEADING SOUTH, 16.0 FEET
 AM0302'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AM0302'HIGHWAY AND IS SET HORIZONTALLY IN THE TOP EAST END OF THE SOUTH
 AM0302'HEADWALL OF THE MULTIPULE-ARCH CONCRETE CULVERT.  A DISK SET IN DRILL
 AM0302'HOLE.
 AM0302
 AM0302                          STATION RECOVERY (1994)
 AM0302
 AM0302'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0054 ***********************************************************************
 AM0054  DESIGNATION -  W 586 RESET 1957
 AM0054  PID         -  AM0054
 AM0054  STATE/COUNTY-  TX/BRAZORIA
 AM0054  USGS QUAD   -  JONES CREEK (1974)
 AM0054
 AM0054                         *CURRENT SURVEY CONTROL
 AM0054  ___________________________________________________________________
 AM0054* NAD 83(1986)-  28 58 00.     (N)    095 24 38.     (W)     SCALED    
 AM0054* NAVD 88     -         2.55   (+/-2cm)       8.4    (feet)  VERTCON   
 AM0054  ___________________________________________________________________
 AM0054  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AM0054
 AM0054  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0054
 AM0054.The horizontal coordinates were scaled from a topographic map and have
 AM0054.an estimated accuracy of +/- 6 seconds.
 AM0054
 AM0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0054.The vertical order pertains to the NGVD 29 superseded value.
 AM0054
 AM0054.The geoid height was determined by GEOID03.
 AM0054
 AM0054;                    North         East    Units  Estimated Accuracy
 AM0054;SPC TXSC     - 4,130,970.      949,770.      MT  (+/- 180 meters Scaled)
 AM0054
 AM0054                          SUPERSEDED SURVEY CONTROL
 AM0054
 AM0054  NGVD 29 (??/??/92)    2.573  (m)            8.44   (f) ADJ UNCH    1 1
 AM0054
 AM0054.Superseded values are not recommended for survey control.
 AM0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0054.See file dsdata.txt to determine how the superseded data were derived.
 AM0054
 AM0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN651066(NAD 83)
 AM0054_MARKER: DB = BENCH MARK DISK
 AM0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0054_SP_SET: CULVERT
 AM0054_STAMPING: W 586 RESET 1957
 AM0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0054
 AM0054  HISTORY     - Date     Condition        Report By
 AM0054  HISTORY     - 1957     MONUMENTED       TXHD
 AM0054  HISTORY     - 1977     GOOD             NGS
 AM0054  HISTORY     - 1978     GOOD             NGS
 AM0054  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0054  HISTORY     - 20010428 GOOD             USPSQD
 AM0054
 AM0054                          STATION DESCRIPTION
 AM0054
 AM0054'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AM0054'4 MI NW FROM FREEPORT.
 AM0054'4 MILES NORTHWESTERLY ALONG STATE HIGHWAY 36 FROM THE FREEPORT CITY
 AM0054'WATER TANK, 2 MILES NORTHWEST OF A DRAWBRIDGE OVER THE BRAZOS RIVER,
 AM0054'0.7 MILE SOUTHEAST OF A ROADSIDE PARK ON THE NORTHEAST SIDE OF THE
 AM0054'HIGHWAY AND ABOUT 0.2 MILE SOUTHEAST OF THE INTERSECTION OF A ROAD
 AM0054'LEADING SOUTH.  IT IS SET IN THE TOP OF THE EAST END OF THE SOUTH
 AM0054'CONCRETE HEADWALL OF A MULTIPLE BOX CULVERT UNDER HIGHWAY, 25 FEET
 AM0054'SOUTHEAST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 AM0054
 AM0054                          STATION RECOVERY (1977)
 AM0054
 AM0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0054'RECOVERED IN GOOD CONDITION.
 AM0054
 AM0054                          STATION RECOVERY (1978)
 AM0054
 AM0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0054'RECOVERED IN GOOD CONDITION.
 AM0054
 AM0054                          STATION RECOVERY (1994)
 AM0054
 AM0054'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0054'MARK NOT FOUND.
 AM0054
 AM0054                          STATION RECOVERY (2001)
 AM0054
 AM0054'RECOVERY NOTE BY US POWER SQUADRON 2001
 AM0054'MARKER HAS TX DOT STAMPING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0773 ***********************************************************************
 AH0773  DESIGNATION -  W 588
 AH0773  PID         -  AH0773
 AH0773  STATE/COUNTY-  TX/NUECES
 AH0773  USGS QUAD   -  ANNAVILLE (1975)
 AH0773
 AH0773                         *CURRENT SURVEY CONTROL
 AH0773  ___________________________________________________________________
 AH0773* NAD 83(1986)-  27 51 22.     (N)    097 33 12.     (W)     SCALED    
 AH0773* NAVD 88     -         1.09   (+/-2cm)       3.6    (feet)  VERTCON   
 AH0773  ___________________________________________________________________
 AH0773  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AH0773
 AH0773  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0773
 AH0773.The horizontal coordinates were scaled from a topographic map and have
 AH0773.an estimated accuracy of +/- 6 seconds.
 AH0773
 AH0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0773.The vertical order pertains to the NGVD 29 superseded value.
 AH0773
 AH0773.The geoid height was determined by GEOID03.
 AH0773
 AH0773;                    North         East    Units  Estimated Accuracy
 AH0773;SPC TX S     - 5,242,930.      393,240.      MT  (+/- 180 meters Scaled)
 AH0773
 AH0773                          SUPERSEDED SURVEY CONTROL
 AH0773
 AH0773  NGVD 29 (??/??/92)    1.250  (m)            4.10   (f) ADJ UNCH    1 2
 AH0773
 AH0773.Superseded values are not recommended for survey control.
 AH0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0773.See file dsdata.txt to determine how the superseded data were derived.
 AH0773
 AH0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR424821(NAD 83)
 AH0773_MARKER: DB = BENCH MARK DISK
 AH0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0773_STAMPING: W 588 1942
 AH0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0773+STABILITY: SURFACE MOTION
 AH0773
 AH0773  HISTORY     - Date     Condition        Report By
 AH0773  HISTORY     - 1942     MONUMENTED       CGS
 AH0773  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0773  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH0773
 AH0773                          STATION DESCRIPTION
 AH0773
 AH0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0773'6.9 MI SE FROM ODEM.
 AH0773'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ODEM-- PROCEED
 AH0773'6.9 MILES SOUTHEASTERLY ALONG MISSOURI PACIFIC RAILROAD BRANCH
 AH0773'LINE(S.A.U. AND G.) TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 420.0
 AH0773'FEET NORTH OF SIDING SWITCH FOR SIDE TRACK TO CARBON CO. PLANT, 90.0
 AH0773'FEET SOUTH OF AND IN LINE WITH MILE POLE NO.139.  IT IS 50.0 FEET
 AH0773'NORTHEAST OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF THE TRACKS,
 AH0773'3.0 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST
 AH0773'OF RIGHT-OF-WAY FENCE, THE MONUMENT PROJECTS 0.6 FOOT.
 AH0773
 AH0773                          STATION RECOVERY (1969)
 AH0773
 AH0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0773'MARK NOT FOUND.
 AH0773
 AH0773                          STATION RECOVERY (2001)
 AH0773
 AH0773'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0320 ***********************************************************************
 AH0320  DESIGNATION -  W 589
 AH0320  PID         -  AH0320
 AH0320  STATE/COUNTY-  TX/NUECES
 AH0320  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0320
 AH0320                         *CURRENT SURVEY CONTROL
 AH0320  ___________________________________________________________________
 AH0320* NAD 83(1986)-  27 48 46.     (N)    097 26 51.     (W)     SCALED    
 AH0320* NAVD 88     -         4.76   (+/-2cm)      15.6    (feet)  VERTCON   
 AH0320  ___________________________________________________________________
 AH0320  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0320
 AH0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0320
 AH0320.The horizontal coordinates were scaled from a topographic map and have
 AH0320.an estimated accuracy of +/- 6 seconds.
 AH0320
 AH0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0320.The vertical order pertains to the NGVD 29 superseded value.
 AH0320
 AH0320.The geoid height was determined by GEOID03.
 AH0320
 AH0320;                    North         East    Units  Estimated Accuracy
 AH0320;SPC TX S     - 5,238,210.      403,700.      MT  (+/- 180 meters Scaled)
 AH0320
 AH0320                          SUPERSEDED SURVEY CONTROL
 AH0320
 AH0320  NGVD 29 (??/??/92)    4.974  (m)           16.32   (f) ADJ UNCH    2 0
 AH0320
 AH0320.Superseded values are not recommended for survey control.
 AH0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0320.See file dsdata.txt to determine how the superseded data were derived.
 AH0320
 AH0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR529774(NAD 83)
 AH0320_MARKER: DB = BENCH MARK DISK
 AH0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0320_STAMPING: W 589 1942
 AH0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0320+STABILITY: SURFACE MOTION
 AH0320
 AH0320  HISTORY     - Date     Condition        Report By
 AH0320  HISTORY     - 1942     MONUMENTED       CGS
 AH0320  HISTORY     - 1949     GOOD             NGS
 AH0320
 AH0320                          STATION DESCRIPTION
 AH0320
 AH0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0320'3.2 MI W FROM CORPUS CHRISTI.
 AH0320'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT CORPUS
 AH0320'CHRISTI-- PROCEED 3.2 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AH0320'RAILROAD BRANCH LINE (S.A.U. AND G.) TO THE SITE OF THE BENCH MARK.
 AH0320'BENCH MARK IS ABOUT 0.3 MILE NORTH OF CORPUS CHRISTI GOLF CLUB HOUSE,
 AH0320'39.5 FEET SOUTHWEST OF THE 10TH POLE SOUTHEAST OF MILE POLE NO. 146
 AH0320'AND 54.0 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AH0320'TRACKS.  IT IS 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND THE
 AH0320'MONUMENT PROJECTS 0.4 FOOT.
 AH0320
 AH0320                          STATION RECOVERY (1949)
 AH0320
 AH0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0365 ***********************************************************************
 AE0365  DESIGNATION -  W 59
 AE0365  PID         -  AE0365
 AE0365  STATE/COUNTY-  TX/HIDALGO
 AE0365  USGS QUAD   -  MISSION (1983)
 AE0365
 AE0365                         *CURRENT SURVEY CONTROL
 AE0365  ___________________________________________________________________
 AE0365* NAD 83(1986)-  26 12 33.     (N)    098 15 56.     (W)     SCALED    
 AE0365* NAVD 88     -        39.626  (meters)     130.01   (feet)  ADJUSTED  
 AE0365  ___________________________________________________________________
 AE0365  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0365  DYNAMIC HT  -          39.560 (meters)     129.79  (feet)  COMP
 AE0365  MODELED GRAV-     978,992.9   (mgal)                       NAVD 88
 AE0365
 AE0365  VERT ORDER  -  FIRST     CLASS II
 AE0365
 AE0365.The horizontal coordinates were scaled from a topographic map and have
 AE0365.an estimated accuracy of +/- 6 seconds.
 AE0365
 AE0365.The orthometric height was determined by differential leveling
 AE0365.and adjusted by the National Geodetic Survey in June 1991..
 AE0365
 AE0365.The geoid height was determined by GEOID03.
 AE0365
 AE0365.The dynamic height is computed by dividing the NAVD 88
 AE0365.geopotential number by the normal gravity value computed on the
 AE0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0365.degrees latitude (g = 980.6199 gals.).
 AE0365
 AE0365.The modeled gravity was interpolated from observed gravity values.
 AE0365
 AE0365;                    North         East    Units  Estimated Accuracy
 AE0365;SPC TX S     - 5,060,130.      323,430.      MT  (+/- 180 meters Scaled)
 AE0365
 AE0365                          SUPERSEDED SURVEY CONTROL
 AE0365
 AE0365.No superseded survey control is available for this station.
 AE0365
 AE0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP733990(NAD 83)
 AE0365_MARKER: Q = CHISELED SQUARE
 AE0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0365_SP_SET: BRIDGE
 AE0365_MARK LOGO: CGS   
 AE0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0365
 AE0365  HISTORY     - Date     Condition        Report By
 AE0365  HISTORY     - UNK      MONUMENTED       CGS
 AE0365  HISTORY     - 1942     GOOD             NGS
 AE0365  HISTORY     - 1943     GOOD             USGS
 AE0365  HISTORY     - 1981     GOOD             NGS
 AE0365  HISTORY     - 1987     GOOD             USPSQD
 AE0365  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 AE0365
 AE0365                          STATION DESCRIPTION
 AE0365
 AE0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0365'3.6 MI E FROM MISSION.
 AE0365'BENCH MARK IS 7.3 FEET SOUTH OF AND ABOUT 0.4 FOOT BELOW THE
 AE0365'CENTERLINE OF THE TRACK, ON THE SOUTHWEST CONCRETE WINGWALL OF
 AE0365'RAILROAD BRIDGE NO. A-362 WHICH SPANS A LARGE IRRIGATION DITCH.  IT IS
 AE0365'ABOUT 410 FEET EAST OF GRAVELED ROAD GRADE CROSSING.  IT IS 1.0 FOOT
 AE0365'NORTH OF THE SOUTH END OF THE WINGWALL AND 0.8 FOOT WEST OF THE EAST
 AE0365'EDGE AND 0.2 FOOT EAST OF THE WEST EDGE OF CONCRETE WINGWALL. IT IS
 AE0365'THE SURFACE INSIDE AN OUTLINED CHISELED SQUARE.  NOTE-- TO REACH FROM
 AE0365'THE MISSOURI PACIFIC RAILROAD PASSENGER STATION AT MISSION-- PROCEED
 AE0365'3.6 MILES EASTERLY ALONG THE RAILROAD TO BRIDGE NO. A-362 AND THE SITE
 AE0365'OF THE BENCH MARK.
 AE0365
 AE0365                          STATION RECOVERY (1943)
 AE0365
 AE0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0365'BENCH MARK IS ABOUT 2.0 MILES WEST ALONG THE MISSOURI PACIFIC
 AE0365'RAILROAD FORM THE STATION AT MCALLEN, ABOUT 3.6 MILES EAST OF THE
 AE0365'STATION AT MISSION. AND AT RAILROAD BRIDGE NO A 36.2 OVER AN
 AE0365'IRRIGATION CANAL (SAME STRUCTURE AS BENCH MARK "Q 689"). IT IS 7.3
 AE0365'FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE FO TRACKS, AND
 AE0365'IS THE HIGHEST POINT INSIDE A CHISELD SQUARE CUT ON THE TOP OF THE
 AE0365'SOUTHWEST WINGWALL TO THE SOUTHWEST HEADWALL OF BRIDGE. THE SURFACE
 AE0365'INSIDE AN OUTLINED CHISELED SQUARE.
 AE0365
 AE0365                          STATION RECOVERY (1981)
 AE0365
 AE0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0365'3.3 KM (2.05 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE0365'OF FARM ROAD 336 AT MCALLEN, A CHISELED SQUARE AT THE SOUTH END OF THE
 AE0365'WEST HEADWALL OF RAILROAD BRIDGE NO. A 36.2 OVER AN IRRIGATION CANAL,
 AE0365'AND 1.8 METERS (6.0 FT) SOUTH OF THE SOUTH RAIL OF THE MISSOURI
 AE0365'PACIFIC RAILROAD TRACKS.
 AE0365
 AE0365                          STATION RECOVERY (1987)
 AE0365
 AE0365'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0365'RECOVERED IN GOOD CONDITION.
 AE0365
 AE0365                          STATION RECOVERY (2004)
 AE0365
 AE0365'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0978 ***********************************************************************
 AH0978  DESIGNATION -  W 590
 AH0978  PID         -  AH0978
 AH0978  STATE/COUNTY-  TX/NUECES
 AH0978  USGS QUAD   -  KINGSVILLE NW (1979)
 AH0978
 AH0978                         *CURRENT SURVEY CONTROL
 AH0978  ___________________________________________________________________
 AH0978* NAD 83(1986)-  27 44 35.     (N)    097 54 09.     (W)     SCALED    
 AH0978* NAVD 88     -        35.457  (meters)     116.33   (feet)  ADJUSTED  
 AH0978  ___________________________________________________________________
 AH0978  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH0978  DYNAMIC HT  -          35.402 (meters)     116.15  (feet)  COMP
 AH0978  MODELED GRAV-     979,104.2   (mgal)                       NAVD 88
 AH0978
 AH0978  VERT ORDER  -  FIRST     CLASS II
 AH0978
 AH0978.The horizontal coordinates were scaled from a topographic map and have
 AH0978.an estimated accuracy of +/- 6 seconds.
 AH0978
 AH0978.The orthometric height was determined by differential leveling
 AH0978.and adjusted by the National Geodetic Survey in June 1991..
 AH0978.WARNING-Repeat measurements at this control monument indicate possible
 AH0978.vertical movement.
 AH0978
 AH0978.The geoid height was determined by GEOID03.
 AH0978
 AH0978.The dynamic height is computed by dividing the NAVD 88
 AH0978.geopotential number by the normal gravity value computed on the
 AH0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0978.degrees latitude (g = 980.6199 gals.).
 AH0978
 AH0978.The modeled gravity was interpolated from observed gravity values.
 AH0978
 AH0978;                    North         East    Units  Estimated Accuracy
 AH0978;SPC TX S     - 5,230,190.      358,910.      MT  (+/- 180 meters Scaled)
 AH0978
 AH0978                          SUPERSEDED SURVEY CONTROL
 AH0978
 AH0978  NGVD 29 (??/??/92)   35.568  (m)          116.69   (f) ADJ UNCH    1 2
 AH0978
 AH0978.Superseded values are not recommended for survey control.
 AH0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0978.See file dsdata.txt to determine how the superseded data were derived.
 AH0978
 AH0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR081692(NAD 83)
 AH0978_MARKER: DB = BENCH MARK DISK
 AH0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0978_STAMPING: W 590 1942
 AH0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0978+STABILITY: SURFACE MOTION
 AH0978
 AH0978  HISTORY     - Date     Condition        Report By
 AH0978  HISTORY     - 1942     MONUMENTED       CGS
 AH0978  HISTORY     - 1951     GOOD             NGS
 AH0978  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0978
 AH0978                          STATION DESCRIPTION
 AH0978
 AH0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0978'3.25 MI SE FROM AGUA DULCE.
 AH0978'0.6 MILE EAST ALONG A GRAVELED ROAD FROM THE TEXAS MEXICAN RAILROAD
 AH0978'STATION AT AGUA DULCE, THENCE 2.65 MILES SOUTH ALONG AN ASPHALT ROAD,
 AH0978'0.2 MILE SOUTH OF A SMALL FRAME HOUSE WHICH IS ON THE WEST SIDE OF THE
 AH0978'ROAD, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A
 AH0978'LONE FENCE POST, IN A LINE OF TELEGRAPH POLES, SET IN THE TOP OF A
 AH0978'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AH0978
 AH0978                          STATION RECOVERY (1975)
 AH0978
 AH0978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0422 ***********************************************************************
 AN0422  DESIGNATION -  W 591
 AN0422  PID         -  AN0422
 AN0422  STATE/COUNTY-  TX/CALHOUN
 AN0422  USGS QUAD   -  SEADRIFT (1973)
 AN0422
 AN0422                         *CURRENT SURVEY CONTROL
 AN0422  ___________________________________________________________________
 AN0422* NAD 83(1986)-  28 24 51.     (N)    096 40 58.     (W)     SCALED    
 AN0422* NAVD 88     -         3.49   (+/-2cm)      11.5    (feet)  VERTCON   
 AN0422  ___________________________________________________________________
 AN0422  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN0422
 AN0422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0422
 AN0422.The horizontal coordinates were scaled from a topographic map and have
 AN0422.an estimated accuracy of +/- 6 seconds.
 AN0422
 AN0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0422.The vertical order pertains to the NGVD 29 superseded value.
 AN0422
 AN0422.The geoid height was determined by GEOID03.
 AN0422
 AN0422;                    North         East    Units  Estimated Accuracy
 AN0422;SPC TXSC     - 4,066,620.      827,030.      MT  (+/- 180 meters Scaled)
 AN0422
 AN0422                          SUPERSEDED SURVEY CONTROL
 AN0422
 AN0422  NGVD 29 (??/??/92)    3.609  (m)           11.84   (f) ADJ UNCH    2 0
 AN0422
 AN0422.Superseded values are not recommended for survey control.
 AN0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0422.See file dsdata.txt to determine how the superseded data were derived.
 AN0422
 AN0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS269452(NAD 83)
 AN0422_MARKER: DB = BENCH MARK DISK
 AN0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0422_STAMPING: W 591 1942
 AN0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0422+STABILITY: SURFACE MOTION
 AN0422
 AN0422  HISTORY     - Date     Condition        Report By
 AN0422  HISTORY     - 1942     MONUMENTED       CGS
 AN0422  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0422
 AN0422                          STATION DESCRIPTION
 AN0422
 AN0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0422'1.8 MI E FROM SEADRIFT.
 AN0422'1.8 MILES EAST ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS, BROWNSVILLE
 AN0422'AND MEXICO RAILWAY STATION AT SEADRIFT, CALHOUN COUNTY, 0.2 MILE EAST
 AN0422'OF A SMALL WOODEN BRIDGE, 100 FEET EAST OF A CLUMP OF MESQUITE TREES,
 AN0422'51 FEET SOUTH OF THE CENTERLINE OF THE ST.L.B. AND M. RY. TRACK, 29
 AN0422'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH A ROW OF
 AN0422'POLES, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AN0422'HIGHWAY.  A STANDARD DISK, STAMPED W 591 1942 AND SET IN THE TOP OF A
 AN0422'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0422
 AN0422                          STATION RECOVERY (1998)
 AN0422
 AN0422'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0864 ***********************************************************************
 AN0864  DESIGNATION -  W 592
 AN0864  PID         -  AN0864
 AN0864  STATE/COUNTY-  TX/CALHOUN
 AN0864  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0864
 AN0864                         *CURRENT SURVEY CONTROL
 AN0864  ___________________________________________________________________
 AN0864* NAD 83(1986)-  28 31 52.     (N)    096 31 11.     (W)     SCALED    
 AN0864* NAVD 88     -         1.44   (+/-2cm)       4.7    (feet)  VERTCON   
 AN0864  ___________________________________________________________________
 AN0864  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0864
 AN0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0864
 AN0864.The horizontal coordinates were scaled from a topographic map and have
 AN0864.an estimated accuracy of +/- 6 seconds.
 AN0864
 AN0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0864.The vertical order pertains to the NGVD 29 superseded value.
 AN0864
 AN0864.The geoid height was determined by GEOID03.
 AN0864
 AN0864;                    North         East    Units  Estimated Accuracy
 AN0864;SPC TXSC     - 4,079,910.      842,730.      MT  (+/- 180 meters Scaled)
 AN0864
 AN0864                          SUPERSEDED SURVEY CONTROL
 AN0864
 AN0864  NGVD 29 (??/??/92)    1.551  (m)            5.09   (f) ADJ UNCH    2 0
 AN0864
 AN0864.Superseded values are not recommended for survey control.
 AN0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0864.See file dsdata.txt to determine how the superseded data were derived.
 AN0864
 AN0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS427585(NAD 83)
 AN0864_MARKER: DB = BENCH MARK DISK
 AN0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0864_STAMPING: W 592 1942
 AN0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0864+STABILITY: SURFACE MOTION
 AN0864
 AN0864  HISTORY     - Date     Condition        Report By
 AN0864  HISTORY     - 1942     MONUMENTED       CGS
 AN0864  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0864  HISTORY     - 19980725 GOOD             USPSQD
 AN0864
 AN0864                          STATION DESCRIPTION
 AN0864
 AN0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0864'4.4 MI S FROM PORT LAVACA.
 AN0864'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0864'PORT LAVACA, CALHOUN COUNTY, 8.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0864'316.  0.4 MILE SOUTHWEST OF A ROAD LEADING TO MAGNOLIA BEACH, 0.2 MILE
 AN0864'SOUTHWEST OF A WOODEN BRIDGE, ON THE OUTSIDE OF A CURVE, 150 FEET
 AN0864'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF A WHITE
 AN0864'WOODEN WITNESS POST, 1 FOOT SOUTHEAST OF A FENCE, AND 2 FEET LOWER
 AN0864'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED W 592 1942 AND SET IN THE
 AN0864'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0864
 AN0864                          STATION RECOVERY (1988)
 AN0864
 AN0864'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0864'MARK NOT FOUND.
 AN0864
 AN0864                          STATION RECOVERY (1998)
 AN0864
 AN0864'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0343 ***********************************************************************
 AN0343  DESIGNATION -  W 593
 AN0343  PID         -  AN0343
 AN0343  STATE/COUNTY-  TX/REFUGIO
 AN0343  USGS QUAD   -  TIVOLI (1973)
 AN0343
 AN0343                         *CURRENT SURVEY CONTROL
 AN0343  ___________________________________________________________________
 AN0343* NAD 83(1986)-  28 27 34.     (N)    096 53 12.     (W)     SCALED    
 AN0343* NAVD 88     -        10.95   (+/-2cm)      35.9    (feet)  VERTCON   
 AN0343  ___________________________________________________________________
 AN0343  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0343
 AN0343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0343
 AN0343.The horizontal coordinates were scaled from a topographic map and have
 AN0343.an estimated accuracy of +/- 6 seconds.
 AN0343
 AN0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0343.The vertical order pertains to the NGVD 29 superseded value.
 AN0343
 AN0343.The geoid height was determined by GEOID03.
 AN0343
 AN0343;                    North         East    Units  Estimated Accuracy
 AN0343;SPC TXSC     - 4,071,260.      806,970.      MT  (+/- 180 meters Scaled)
 AN0343
 AN0343                          SUPERSEDED SURVEY CONTROL
 AN0343
 AN0343  NGVD 29 (??/??/92)   11.082  (m)           36.36   (f) ADJ UNCH    2 0
 AN0343
 AN0343.Superseded values are not recommended for survey control.
 AN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0343.See file dsdata.txt to determine how the superseded data were derived.
 AN0343
 AN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS069499(NAD 83)
 AN0343_MARKER: DB = BENCH MARK DISK
 AN0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0343_SP_SET: CULVERT
 AN0343_STAMPING: W 593 1942
 AN0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0343
 AN0343  HISTORY     - Date     Condition        Report By
 AN0343  HISTORY     - 1942     MONUMENTED       CGS
 AN0343  HISTORY     - 19940716 GOOD             USPSQD
 AN0343  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0343  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 AN0343
 AN0343                          STATION DESCRIPTION
 AN0343
 AN0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0343'IN TIVOLI.
 AN0343'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST
 AN0343'HEADWALL OF A LARGE CONCRETE CULVERT AT THE NORTH OF TOWN, ABOUT 0.2
 AN0343'MILE NORTH OF THE INTERSECTION OF STATE HIGHWAYS NO. 113 AND 35. IT IS
 AN0343'12.0 FEET EAST OF AND ABOUT 1.5 FOOT ABOVE THE CENTERLINE OF THE
 AN0343'HIGHWAY.
 AN0343
 AN0343                          STATION RECOVERY (1994)
 AN0343
 AN0343'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0343'RECOVERED IN GOOD CONDITION.
 AN0343
 AN0343                          STATION RECOVERY (1999)
 AN0343
 AN0343'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0343'MARK NOT FOUND.
 AN0343
 AN0343                          STATION RECOVERY (2005)
 AN0343
 AN0343'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0344 ***********************************************************************
 AN0344  DESIGNATION -  W 593 RESET 1953
 AN0344  PID         -  AN0344
 AN0344  STATE/COUNTY-  TX/REFUGIO
 AN0344  USGS QUAD   -  TIVOLI (1973)
 AN0344
 AN0344                         *CURRENT SURVEY CONTROL
 AN0344  ___________________________________________________________________
 AN0344* NAD 83(1986)-  28 27 34.     (N)    096 53 13.     (W)     SCALED    
 AN0344* NAVD 88     -        10.85   (+/-2cm)      35.6    (feet)  VERTCON   
 AN0344  ___________________________________________________________________
 AN0344  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0344
 AN0344  VERT ORDER  -  THIRD (See Below)
 AN0344
 AN0344.The horizontal coordinates were scaled from a topographic map and have
 AN0344.an estimated accuracy of +/- 6 seconds.
 AN0344
 AN0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0344.The vertical order pertains to the NGVD 29 superseded value.
 AN0344
 AN0344.The geoid height was determined by GEOID03.
 AN0344
 AN0344;                    North         East    Units  Estimated Accuracy
 AN0344;SPC TXSC     - 4,071,260.      806,940.      MT  (+/- 180 meters Scaled)
 AN0344
 AN0344                          SUPERSEDED SURVEY CONTROL
 AN0344
 AN0344  NGVD 29 (01/29/03)   10.98   (m)           36.0    (f) RESET       3  
 AN0344
 AN0344.Superseded values are not recommended for survey control.
 AN0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0344.See file dsdata.txt to determine how the superseded data were derived.
 AN0344
 AN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS068499(NAD 83)
 AN0344_MARKER: DD = SURVEY DISK
 AN0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0344_SP_SET: CULVERT
 AN0344_STAMPING: W 593 RESET 1953
 AN0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0344+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 AN0344
 AN0344  HISTORY     - Date     Condition        Report By
 AN0344  HISTORY     - 1953     MONUMENTED       TXHD
 AN0344  HISTORY     - 1988     GOOD             USPSQD
 AN0344  HISTORY     - 1988     GOOD             USPSQD
 AN0344  HISTORY     - 1988     GOOD             USPSQD
 AN0344  HISTORY     - 1989     GOOD             USPSQD
 AN0344  HISTORY     - 19990726 GOOD             USPSQD
 AN0344  HISTORY     - 20020913 GOOD             USPSQD
 AN0344  HISTORY     - 20050428 GOOD             USPSQD
 AN0344
 AN0344                          STATION DESCRIPTION
 AN0344
 AN0344'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN0344'0.2 MI N FROM TIVOLI.
 AN0344'0.2 MILE NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0344'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, AT A LARGE CONCRETE CULVERT, IN
 AN0344'THE TOP OF THE EAST HEADWALL, 7.6 FEET SOUTH OF THE NORTH END, 25.6
 AN0344'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN THE
 AN0344'HIGHWAY.  A STANDARD DISK, STAMPED W 593 RESET 1953.
 AN0344
 AN0344                          STATION RECOVERY (1988)
 AN0344
 AN0344'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AN0344'RECOVERED IN GOOD CONDITION.
 AN0344
 AN0344                          STATION RECOVERY (1988)
 AN0344
 AN0344'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0344'RECOVERED IN GOOD CONDITION.
 AN0344
 AN0344                          STATION RECOVERY (1988)
 AN0344
 AN0344'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0344'RECOVERED IN GOOD CONDITION.
 AN0344
 AN0344                          STATION RECOVERY (1989)
 AN0344
 AN0344'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0344'RECOVERED IN GOOD CONDITION.
 AN0344
 AN0344                          STATION RECOVERY (1999)
 AN0344
 AN0344'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0344'RECOVERED IN GOOD CONDITION.
 AN0344
 AN0344                          STATION RECOVERY (2002)
 AN0344
 AN0344'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN0344'STATE HIGHWAY 113 IS NOW STATE HIGHWAY 239.
 AN0344
 AN0344                          STATION RECOVERY (2005)
 AN0344
 AN0344'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0444 ***********************************************************************
 AN0444  DESIGNATION -  W 594
 AN0444  PID         -  AN0444
 AN0444  STATE/COUNTY-  TX/REFUGIO
 AN0444  USGS QUAD   -  TIVOLI (1973)
 AN0444
 AN0444                         *CURRENT SURVEY CONTROL
 AN0444  ___________________________________________________________________
 AN0444* NAD 83(1986)-  28 29 33.     (N)    096 59 34.     (W)     SCALED    
 AN0444* NAVD 88     -        18.68   (+/-2cm)      61.3    (feet)  VERTCON   
 AN0444  ___________________________________________________________________
 AN0444  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0444
 AN0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0444
 AN0444.The horizontal coordinates were scaled from a topographic map and have
 AN0444.an estimated accuracy of +/- 6 seconds.
 AN0444
 AN0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0444.The vertical order pertains to the NGVD 29 superseded value.
 AN0444
 AN0444.The geoid height was determined by GEOID03.
 AN0444
 AN0444;                    North         East    Units  Estimated Accuracy
 AN0444;SPC TXSC     - 4,074,740.      796,510.      MT  (+/- 180 meters Scaled)
 AN0444
 AN0444                          SUPERSEDED SURVEY CONTROL
 AN0444
 AN0444  NGVD 29 (??/??/92)   18.821  (m)           61.75   (f) ADJ UNCH    2 0
 AN0444
 AN0444.Superseded values are not recommended for survey control.
 AN0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0444.See file dsdata.txt to determine how the superseded data were derived.
 AN0444
 AN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS964534(NAD 83)
 AN0444_MARKER: DB = BENCH MARK DISK
 AN0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0444_STAMPING: W 594 1942
 AN0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0444+STABILITY: SURFACE MOTION
 AN0444
 AN0444  HISTORY     - Date     Condition        Report By
 AN0444  HISTORY     - 1942     MONUMENTED       CGS
 AN0444  HISTORY     - 1988     GOOD             USPSQD
 AN0444  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN0444  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0444
 AN0444                          STATION DESCRIPTION
 AN0444
 AN0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0444'0.8 MI SE FROM INARI.
 AN0444'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS,
 AN0444'BROWNSVILLE AND MEXICO RAILWAY STATION-SIGN AT INARI, REFUGIO COUNTY,
 AN0444'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 113.  0.1 MILE EAST OF THE
 AN0444'BARNSDALL OIL CO. PUMPING PLANT, 48 FEET NORTHEAST OF THE CENTERLINE
 AN0444'OF THE HIGHWAY, 16 FEET NORTHWEST OF THE CENTER OF A GATE IN THE
 AN0444'RIGHT-OF-WAY FENCE, 3 FEET WEST OF A POLE, 3 FEET EAST OF A WHITE
 AN0444'WOODEN WITNESS POST, AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE. A
 AN0444'STANDARD DISK, STAMPED W 594 1942 AND SET IN THE TOP OF A CONCRETE
 AN0444'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0444
 AN0444                          STATION RECOVERY (1988)
 AN0444
 AN0444'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0444'RECOVERED IN GOOD CONDITION.
 AN0444
 AN0444                          STATION RECOVERY (1994)
 AN0444
 AN0444'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0444'MARK NOT FOUND.
 AN0444
 AN0444                          STATION RECOVERY (1999)
 AN0444
 AN0444'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0383 ***********************************************************************
 AN0383  DESIGNATION -  W 595
 AN0383  PID         -  AN0383
 AN0383  STATE/COUNTY-  TX/ARANSAS
 AN0383  USGS QUAD   -  ST CHARLES BAY (1973)
 AN0383
 AN0383                         *CURRENT SURVEY CONTROL
 AN0383  ___________________________________________________________________
 AN0383* NAD 83(1986)-  28 12 43.     (N)    096 59 19.     (W)     SCALED    
 AN0383* NAVD 88     -         2.29   (+/-2cm)       7.5    (feet)  VERTCON   
 AN0383  ___________________________________________________________________
 AN0383  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN0383
 AN0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0383
 AN0383.The horizontal coordinates were scaled from a topographic map and have
 AN0383.an estimated accuracy of +/- 6 seconds.
 AN0383
 AN0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0383.The vertical order pertains to the NGVD 29 superseded value.
 AN0383
 AN0383.The geoid height was determined by GEOID03.
 AN0383
 AN0383;                    North         East    Units  Estimated Accuracy
 AN0383;SPC TXSC     - 4,043,660.      797,460.      MT  (+/- 180 meters Scaled)
 AN0383
 AN0383                          SUPERSEDED SURVEY CONTROL
 AN0383
 AN0383  NGVD 29 (??/??/92)    2.418  (m)            7.93   (f) ADJ UNCH    2 0
 AN0383
 AN0383.Superseded values are not recommended for survey control.
 AN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0383.See file dsdata.txt to determine how the superseded data were derived.
 AN0383
 AN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS973223(NAD 83)
 AN0383_MARKER: DB = BENCH MARK DISK
 AN0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0383_SP_SET: CULVERT
 AN0383_STAMPING: W 595 1942
 AN0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0383
 AN0383  HISTORY     - Date     Condition        Report By
 AN0383  HISTORY     - 1942     MONUMENTED       CGS
 AN0383  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0383
 AN0383                          STATION DESCRIPTION
 AN0383
 AN0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0383'13.6 MI N FROM ROCKPORT.
 AN0383'TO REACH FROM THE CITY WATER TOWER AT ROCKPORT-- PROCEED NORTH 13.6
 AN0383'MILES ON STATE HIGHWAY NO. 35 TO A LARGE CONCRETE CULVERT AND SITE OF
 AN0383'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH
 AN0383'END OF THE WEST HEADWALL OF A 4 X 16 FOOT CONCRETE BOX CULVERT, ABOUT
 AN0383'0.4 MILE SOUTH OF THE SOUTH END OF HIGHWAY BRIDGE OVER CAVASSO CREEK.
 AN0383'IT IS 16.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AN0383'HIGHWAY.
 AN0383
 AN0383                          STATION RECOVERY (1990)
 AN0383
 AN0383'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0756 ***********************************************************************
 AN0756  DESIGNATION -  W 597
 AN0756  PID         -  AN0756
 AN0756  STATE/COUNTY-  TX/CALHOUN
 AN0756  USGS QUAD   -  KAMEY (1995)
 AN0756
 AN0756                         *CURRENT SURVEY CONTROL
 AN0756  ___________________________________________________________________
 AN0756* NAD 83(1986)-  28 40 54.     (N)    096 40 54.     (W)     SCALED    
 AN0756* NAVD 88     -         8.40   (+/-2cm)      27.6    (feet)  VERTCON   
 AN0756  ___________________________________________________________________
 AN0756  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0756
 AN0756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0756
 AN0756.The horizontal coordinates were scaled from a topographic map and have
 AN0756.an estimated accuracy of +/- 6 seconds.
 AN0756
 AN0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0756.The vertical order pertains to the NGVD 29 superseded value.
 AN0756
 AN0756.The geoid height was determined by GEOID03.
 AN0756
 AN0756;                    North         East    Units  Estimated Accuracy
 AN0756;SPC TXSC     - 4,096,270.      826,550.      MT  (+/- 180 meters Scaled)
 AN0756
 AN0756                          SUPERSEDED SURVEY CONTROL
 AN0756
 AN0756  NGVD 29 (??/??/92)    8.52   (m)           28.0    (f) COMPUTED    2 0
 AN0756
 AN0756.Superseded values are not recommended for survey control.
 AN0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0756.See file dsdata.txt to determine how the superseded data were derived.
 AN0756
 AN0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS265749(NAD 83)
 AN0756_MARKER: DB = BENCH MARK DISK
 AN0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0756_STAMPING: W 597 1942
 AN0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0756+STABILITY: SURFACE MOTION
 AN0756
 AN0756  HISTORY     - Date     Condition        Report By
 AN0756  HISTORY     - 1942     MONUMENTED       CGS
 AN0756  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0756
 AN0756                          STATION DESCRIPTION
 AN0756
 AN0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0756'6.0 MI N FROM PORT LAVACA.
 AN0756'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PORT LAVACA--
 AN0756'PROCEED 6.0 MILES NORTHERLY ALONG GRADED ROAD TO THE SITE OF THE BENCH
 AN0756'MARK.  BENCH MARK IS AT INTERSECTION OF CROSSROAD, 26.0 FEET SOUTH OF
 AN0756'EAST-WEST ROAD AND 30.0 FEET EAST OF THE CENTERLINE OF THE ROAD
 AN0756'LEADING NORTH AND SOUTH.  IT IS 6.0 FEET SOUTH OF POWER LINE POLE AND
 AN0756'3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AN0756'PROJECTS 0.5 FOOT.
 AN0756
 AN0756                          STATION RECOVERY (1998)
 AN0756
 AN0756'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0757 ***********************************************************************
 AN0757  DESIGNATION -  W 597 RESET 1958
 AN0757  PID         -  AN0757
 AN0757  STATE/COUNTY-  TX/CALHOUN
 AN0757  USGS QUAD   -  KAMEY (1995)
 AN0757
 AN0757                         *CURRENT SURVEY CONTROL
 AN0757  ___________________________________________________________________
 AN0757* NAD 83(1986)-  28 40 54.     (N)    096 40 54.     (W)     SCALED    
 AN0757* NAVD 88     -         8.71   (+/-2cm)      28.6    (feet)  VERTCON   
 AN0757  ___________________________________________________________________
 AN0757  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0757
 AN0757  VERT ORDER  -  THIRD (See Below)
 AN0757
 AN0757.The horizontal coordinates were scaled from a topographic map and have
 AN0757.an estimated accuracy of +/- 6 seconds.
 AN0757
 AN0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0757.The vertical order pertains to the NGVD 29 superseded value.
 AN0757
 AN0757.The geoid height was determined by GEOID03.
 AN0757
 AN0757;                    North         East    Units  Estimated Accuracy
 AN0757;SPC TXSC     - 4,096,270.      826,550.      MT  (+/- 180 meters Scaled)
 AN0757
 AN0757                          SUPERSEDED SURVEY CONTROL
 AN0757
 AN0757  NGVD 29 (??/??/??)    8.83   (m)           29.0    (f) RESET       3  
 AN0757
 AN0757.Superseded values are not recommended for survey control.
 AN0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0757.See file dsdata.txt to determine how the superseded data were derived.
 AN0757
 AN0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS265749(NAD 83)
 AN0757_MARKER: DD = SURVEY DISK
 AN0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0757_SP_SET: CULVERT
 AN0757_STAMPING: W 597 RESET 1958
 AN0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0757
 AN0757  HISTORY     - Date     Condition        Report By
 AN0757  HISTORY     - 1958     MONUMENTED       TXHD
 AN0757  HISTORY     - 19980725 GOOD             USPSQD
 AN0757
 AN0757                          STATION DESCRIPTION
 AN0757
 AN0757'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AN0757'5.7 MI N FROM PORT LAVACA.
 AN0757'5.7 MILES NORTH ALONG FARM-TO-MARKET HIGHWAY 1090 FROM THE TEXAS AND
 AN0757'NEW ORLEANS RAILROAD STATION AT PORT LAVACA, 40 FEET EAST OF
 AN0757'CENTERLINE OF THE HIGHWAY, SET IN THE SOUTH END OF A CONCRETE SIDE
 AN0757'ROAD CULVERT AT A ROAD INTERSECTION, AND SET FLUSH WITH THE TOP OF THE
 AN0757'CULVERT HEADWALL.
 AN0757
 AN0757                          STATION RECOVERY (1998)
 AN0757
 AN0757'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0206 ***********************************************************************
 AJ0206  DESIGNATION -  W 599
 AJ0206  PID         -  AJ0206
 AJ0206  STATE/COUNTY-  TX/DUVAL
 AJ0206  USGS QUAD   -  BENAVIDES (1968)
 AJ0206
 AJ0206                         *CURRENT SURVEY CONTROL
 AJ0206  ___________________________________________________________________
 AJ0206* NAD 83(1986)-  27 35 39.     (N)    098 23 35.     (W)     SCALED    
 AJ0206* NAVD 88     -       110.843  (meters)     363.66   (feet)  ADJUSTED  
 AJ0206  ___________________________________________________________________
 AJ0206  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AJ0206  DYNAMIC HT  -         110.669 (meters)     363.09  (feet)  COMP
 AJ0206  MODELED GRAV-     979,075.1   (mgal)                       NAVD 88
 AJ0206
 AJ0206  VERT ORDER  -  SECOND    CLASS 0
 AJ0206
 AJ0206.The horizontal coordinates were scaled from a topographic map and have
 AJ0206.an estimated accuracy of +/- 6 seconds.
 AJ0206
 AJ0206.The orthometric height was determined by differential leveling
 AJ0206.and adjusted by the National Geodetic Survey in June 1991..
 AJ0206
 AJ0206.The geoid height was determined by GEOID03.
 AJ0206
 AJ0206.The dynamic height is computed by dividing the NAVD 88
 AJ0206.geopotential number by the normal gravity value computed on the
 AJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0206.degrees latitude (g = 980.6199 gals.).
 AJ0206
 AJ0206.The modeled gravity was interpolated from observed gravity values.
 AJ0206
 AJ0206;                    North         East    Units  Estimated Accuracy
 AJ0206;SPC TX S     - 5,213,560.      310,560.      MT  (+/- 180 meters Scaled)
 AJ0206
 AJ0206                          SUPERSEDED SURVEY CONTROL
 AJ0206
 AJ0206  NGVD 29 (??/??/92)  110.91   (m)          363.9    (f) COMPUTED    2 0
 AJ0206
 AJ0206.Superseded values are not recommended for survey control.
 AJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0206.See file dsdata.txt to determine how the superseded data were derived.
 AJ0206
 AJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR598523(NAD 83)
 AJ0206_MARKER: DB = BENCH MARK DISK
 AJ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0206_STAMPING: W 599 1942
 AJ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0206+STABILITY: SURFACE MOTION
 AJ0206
 AJ0206  HISTORY     - Date     Condition        Report By
 AJ0206  HISTORY     - 1942     MONUMENTED       CGS
 AJ0206  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0206
 AJ0206                          STATION DESCRIPTION
 AJ0206
 AJ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0206'1.6 MI E FROM BENAVIDES.
 AJ0206'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BENAVIDES--
 AJ0206'PROCEED 1.6 MILES EAST ALONG TRACK ROAD TOWARDS SAN JOSE TO THE SITE
 AJ0206'OF THE BENCH MARK.  BENCH MARK IS ABOUT 80.0 FEET NORTH OF A SMALL
 AJ0206'HOUSE, 30.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 15.0 FEET
 AJ0206'EAST OF THE CENTER OF GATE.  IT IS 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AJ0206'MARKER POST AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.7
 AJ0206'FOOT.
 AJ0206
 AJ0206                          STATION RECOVERY (1968)
 AJ0206
 AJ0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0337 ***********************************************************************
 AJ0337  DESIGNATION -  W 600
 AJ0337  PID         -  AJ0337
 AJ0337  STATE/COUNTY-  TX/DUVAL
 AJ0337  USGS QUAD   -  CONCEPCION (1968)
 AJ0337
 AJ0337                         *CURRENT SURVEY CONTROL
 AJ0337  ___________________________________________________________________
 AJ0337* NAD 83(1986)-  27 25 51.     (N)    098 15 54.     (W)     SCALED    
 AJ0337* NAVD 88     -        77.392  (meters)     253.91   (feet)  ADJUSTED  
 AJ0337  ___________________________________________________________________
 AJ0337  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AJ0337  DYNAMIC HT  -          77.271 (meters)     253.51  (feet)  COMP
 AJ0337  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 AJ0337
 AJ0337  VERT ORDER  -  SECOND    CLASS 0
 AJ0337
 AJ0337.The horizontal coordinates were scaled from a topographic map and have
 AJ0337.an estimated accuracy of +/- 6 seconds.
 AJ0337
 AJ0337.The orthometric height was determined by differential leveling
 AJ0337.and adjusted by the National Geodetic Survey in June 1991..
 AJ0337
 AJ0337.The geoid height was determined by GEOID03.
 AJ0337
 AJ0337.The dynamic height is computed by dividing the NAVD 88
 AJ0337.geopotential number by the normal gravity value computed on the
 AJ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0337.degrees latitude (g = 980.6199 gals.).
 AJ0337
 AJ0337.The modeled gravity was interpolated from observed gravity values.
 AJ0337
 AJ0337;                    North         East    Units  Estimated Accuracy
 AJ0337;SPC TX S     - 5,195,480.      323,230.      MT  (+/- 180 meters Scaled)
 AJ0337
 AJ0337                          SUPERSEDED SURVEY CONTROL
 AJ0337
 AJ0337  NGVD 29 (??/??/92)   77.488  (m)          254.23   (f) ADJ UNCH    2 0
 AJ0337
 AJ0337.Superseded values are not recommended for survey control.
 AJ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0337.See file dsdata.txt to determine how the superseded data were derived.
 AJ0337
 AJ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR726343(NAD 83)
 AJ0337_MARKER: DB = BENCH MARK DISK
 AJ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0337_STAMPING: W 600 1942
 AJ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0337+STABILITY: SURFACE MOTION
 AJ0337
 AJ0337  HISTORY     - Date     Condition        Report By
 AJ0337  HISTORY     - 1942     MONUMENTED       CGS
 AJ0337
 AJ0337                          STATION DESCRIPTION
 AJ0337
 AJ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0337'26.7 MI S FROM SAN DIEGO.
 AJ0337'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0337'WEST ALONG U.S. HIGHWAY NO. 59 TO THE INTERSECTION OF DIRT ROAD
 AJ0337'LEADING SOUTHERLY.  THENCE GO 25.2 MILES SOUTHERLY ALONG DIRT ROAD
 AJ0337'TOWARDS SANTA CRUZ AND THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AJ0337'ABOUT 0.4 MILE SOUTH OF A CROSSROAD, 6.0 FEET SOUTH OF FENCE CORNER
 AJ0337'AND 30.0 FEET WEST OF THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET
 AJ0337'SOUTH OF A 4X4-WOODEN MARKER POST AND 1.0 FOOT WEST OF FENCE.  THE
 AJ0337'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1376 ***********************************************************************
 AN1376  DESIGNATION -  W 601
 AN1376  PID         -  AN1376
 AN1376  STATE/COUNTY-  TX/ARANSAS
 AN1376  USGS QUAD   -  ROCKPORT (1979)
 AN1376
 AN1376                         *CURRENT SURVEY CONTROL
 AN1376  ___________________________________________________________________
 AN1376* NAD 83(1986)-  28 01 37.     (N)    097 04 23.     (W)     SCALED    
 AN1376* NAVD 88     -         5.61   (+/-2cm)      18.4    (feet)  VERTCON   
 AN1376  ___________________________________________________________________
 AN1376  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN1376
 AN1376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1376
 AN1376.The horizontal coordinates were scaled from a topographic map and have
 AN1376.an estimated accuracy of +/- 6 seconds.
 AN1376
 AN1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1376.The vertical order pertains to the NGVD 29 superseded value.
 AN1376
 AN1376.The geoid height was determined by GEOID03.
 AN1376
 AN1376;                    North         East    Units  Estimated Accuracy
 AN1376;SPC TXSC     - 4,023,020.      789,510.      MT  (+/- 180 meters Scaled)
 AN1376
 AN1376                          SUPERSEDED SURVEY CONTROL
 AN1376
 AN1376  NGVD 29 (??/??/92)    5.751  (m)           18.87   (f) ADJ UNCH    2 0
 AN1376
 AN1376.Superseded values are not recommended for survey control.
 AN1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1376.See file dsdata.txt to determine how the superseded data were derived.
 AN1376
 AN1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS894016(NAD 83)
 AN1376_MARKER: DB = BENCH MARK DISK
 AN1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1376_STAMPING: W 601 1942
 AN1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1376+STABILITY: SURFACE MOTION
 AN1376
 AN1376  HISTORY     - Date     Condition        Report By
 AN1376  HISTORY     - 1942     MONUMENTED       CGS
 AN1376  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1376
 AN1376                          STATION DESCRIPTION
 AN1376
 AN1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1376'1.0 MI W FROM ROCKPORT.
 AN1376'TO REACH FROM INTERSECTION OF STATE HIGHWAY NO. 35 AND ROAD TO BAYSIDE
 AN1376'AT ROCKPORT-- PROCEED WEST 1.0 MILE ON ROAD TO BAYSIDE TO SITE OF
 AN1376'BENCH MARK.  BENCH MARK IS ABOUT 100.0 FEET WEST OF THE WEST END OF A
 AN1376'SMALL FILL.  IT IS 29.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AN1376'THE CENTERLINE OF THE ROAD, 6.0 FEET WEST OF A POWER LINE POLE, 3.0
 AN1376'FEET EAST OF A 4 X 4 INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF THE
 AN1376'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AN1376
 AN1376                          STATION RECOVERY (1987)
 AN1376
 AN1376'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1377 ***********************************************************************
 AN1377  DESIGNATION -  W 601 RESET 1950
 AN1377  PID         -  AN1377
 AN1377  STATE/COUNTY-  TX/ARANSAS
 AN1377  USGS QUAD   -  ROCKPORT (1979)
 AN1377
 AN1377                         *CURRENT SURVEY CONTROL
 AN1377  ___________________________________________________________________
 AN1377* NAD 83(1986)-  28 01 38.     (N)    097 04 23.     (W)     SCALED    
 AN1377* NAVD 88     -         5.60   (meters)      18.4    (feet)  RESET     
 AN1377  ___________________________________________________________________
 AN1377  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN1377
 AN1377  VERT ORDER  -  THIRD
 AN1377
 AN1377.The horizontal coordinates were scaled from a topographic map and have
 AN1377.an estimated accuracy of +/- 6 seconds.
 AN1377
 AN1377.The orthometric height was computed from unverified reset data.
 AN1377
 AN1377.The geoid height was determined by GEOID03.
 AN1377
 AN1377;                    North         East    Units  Estimated Accuracy
 AN1377;SPC TXSC     - 4,023,050.      789,510.      MT  (+/- 180 meters Scaled)
 AN1377
 AN1377                          SUPERSEDED SURVEY CONTROL
 AN1377
 AN1377.No superseded survey control is available for this station.
 AN1377
 AN1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS894017(NAD 83)
 AN1377_MARKER: DB = BENCH MARK DISK
 AN1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1377_STAMPING: W 601 RESET 1950
 AN1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1377+STABILITY: SURFACE MOTION
 AN1377
 AN1377  HISTORY     - Date     Condition        Report By
 AN1377  HISTORY     - 1950     MONUMENTED       TXHD
 AN1377  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1377  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1377
 AN1377                          STATION DESCRIPTION
 AN1377
 AN1377'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AN1377'1.0 MI W FROM ROCKPORT.
 AN1377'1.0 MILE WEST ALONG HIGHWAY 881 FROM THE INTERSECTION OF STATE HIGHWAY
 AN1377'35 AT ROCKPORT, ARANSAS COUNTY, 100 FEET WEST OF THE WEST END OF A
 AN1377'SMALL FILL, 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.3 FEET
 AN1377'SOUTH OF THE RIGHT-OF-WAY FENCE, 0.3 FOOT HIGHER THAN THE HIGHWAY. A
 AN1377'STANDARD DISK, STAMPED W 601 RESET 1950 AND SET IN THE TOP OF A
 AN1377'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1377
 AN1377                          STATION RECOVERY (1974)
 AN1377
 AN1377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1377'MARK NOT FOUND.
 AN1377
 AN1377                          STATION RECOVERY (1978)
 AN1377
 AN1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1377'SEARCHED FOR BUT NOT RECOVERED THIS DATE. ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0457 ***********************************************************************
 AN0457  DESIGNATION -  W 602
 AN0457  PID         -  AN0457
 AN0457  STATE/COUNTY-  TX/REFUGIO
 AN0457  USGS QUAD   -  TIVOLI SW (1952)
 AN0457
 AN0457                         *CURRENT SURVEY CONTROL
 AN0457  ___________________________________________________________________
 AN0457* NAD 83(1986)-  28 19 14.     (N)    096 59 11.     (W)     SCALED    
 AN0457* NAVD 88     -         6.61   (+/-2cm)      21.7    (feet)  VERTCON   
 AN0457  ___________________________________________________________________
 AN0457  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0457
 AN0457  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0457
 AN0457.The horizontal coordinates were scaled from a topographic map and have
 AN0457.an estimated accuracy of +/- 6 seconds.
 AN0457
 AN0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0457.The vertical order pertains to the NGVD 29 superseded value.
 AN0457
 AN0457.The geoid height was determined by GEOID03.
 AN0457
 AN0457;                    North         East    Units  Estimated Accuracy
 AN0457;SPC TXSC     - 4,055,700.      797,470.      MT  (+/- 180 meters Scaled)
 AN0457
 AN0457                          SUPERSEDED SURVEY CONTROL
 AN0457
 AN0457  NGVD 29 (??/??/92)    6.732  (m)           22.09   (f) ADJ UNCH    2 0
 AN0457
 AN0457.Superseded values are not recommended for survey control.
 AN0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0457.See file dsdata.txt to determine how the superseded data were derived.
 AN0457
 AN0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS974343(NAD 83)
 AN0457_MARKER: DB = BENCH MARK DISK
 AN0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0457_SP_SET: CULVERT
 AN0457_STAMPING: W 602 1942
 AN0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0457
 AN0457  HISTORY     - Date     Condition        Report By
 AN0457  HISTORY     - 1942     MONUMENTED       CGS
 AN0457  HISTORY     - 1988     GOOD             USPSQD
 AN0457  HISTORY     - 1990     GOOD             USPSQD
 AN0457  HISTORY     - 19990726 GOOD             USPSQD
 AN0457
 AN0457                          STATION DESCRIPTION
 AN0457
 AN0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0457'12.6 MI SW FROM TIVOLI.
 AN0457'9.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF STATE
 AN0457'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 3.0 MILES WEST ALONG A COUNTY
 AN0457'ROAD.  AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE
 AN0457'NORTH HEADWALL, 22 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1
 AN0457'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED W 602 1942.
 AN0457
 AN0457                          STATION RECOVERY (1988)
 AN0457
 AN0457'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0457'RECOVERED IN GOOD CONDITION.
 AN0457
 AN0457                          STATION RECOVERY (1990)
 AN0457
 AN0457'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN0457'RECOVERED IN GOOD CONDITION.
 AN0457
 AN0457                          STATION RECOVERY (1999)
 AN0457
 AN0457'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1333 ***********************************************************************
 AN1333  DESIGNATION -  W 603
 AN1333  PID         -  AN1333
 AN1333  STATE/COUNTY-  TX/SAN PATRICIO
 AN1333  USGS QUAD   -  RINCON BEND (1979)
 AN1333
 AN1333                         *CURRENT SURVEY CONTROL
 AN1333  ___________________________________________________________________
 AN1333* NAD 83(1986)-  28 02 39.     (N)    097 19 29.     (W)     SCALED    
 AN1333* NAVD 88     -         9.02   (+/-2cm)      29.6    (feet)  VERTCON   
 AN1333  ___________________________________________________________________
 AN1333  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1333
 AN1333  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1333
 AN1333.The horizontal coordinates were scaled from a topographic map and have
 AN1333.an estimated accuracy of +/- 6 seconds.
 AN1333
 AN1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1333.The vertical order pertains to the NGVD 29 superseded value.
 AN1333
 AN1333.The geoid height was determined by GEOID03.
 AN1333
 AN1333;                    North         East    Units  Estimated Accuracy
 AN1333;SPC TX S     - 5,263,960.      415,560.      MT  (+/- 180 meters Scaled)
 AN1333
 AN1333                          SUPERSEDED SURVEY CONTROL
 AN1333
 AN1333  NGVD 29 (??/??/92)    9.18   (m)           30.1    (f) COMPUTED    2 0
 AN1333
 AN1333.Superseded values are not recommended for survey control.
 AN1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1333.See file dsdata.txt to determine how the superseded data were derived.
 AN1333
 AN1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS646032(NAD 83)
 AN1333_MARKER: DB = BENCH MARK DISK
 AN1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1333_STAMPING: W 603 1942
 AN1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1333+STABILITY: SURFACE MOTION
 AN1333
 AN1333  HISTORY     - Date     Condition        Report By
 AN1333  HISTORY     - 1942     MONUMENTED       CGS
 AN1333  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1333  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1333
 AN1333                          STATION DESCRIPTION
 AN1333
 AN1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1333'1.0 MI E FROM TAFT.
 AN1333'1.0 MILE EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT TAFT, SAN
 AN1333'PATRICIO COUNTY, 4.0 MILES NORTH ALONG ANOTHER COUNTY ROAD, AND 3.0
 AN1333'MILES EAST ALONG A PAVED COUNTY ROAD.  AT A DIRT-ROAD INTERSECTION, 66
 AN1333'FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 43 FEET NORTH OF THE
 AN1333'CENTERLINE OF THE PAVED ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AN1333'POST, 3 FEET NORTH OF A FENCE AND 1 FOOT LOWER THAN THE PAVED ROAD. A
 AN1333'STANDARD DISK, STAMPED W 603 1942 AND SET IN THE TOP OF A CONCRETE
 AN1333'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1333
 AN1333                          STATION RECOVERY (1973)
 AN1333
 AN1333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1333'MARK NOT FOUND.
 AN1333
 AN1333                          STATION RECOVERY (1988)
 AN1333
 AN1333'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1317 ***********************************************************************
 AN1317  DESIGNATION -  W 604
 AN1317  PID         -  AN1317
 AN1317  STATE/COUNTY-  TX/ARANSAS
 AN1317  USGS QUAD   -  BAYSIDE (1979)
 AN1317
 AN1317                         *CURRENT SURVEY CONTROL
 AN1317  ___________________________________________________________________
 AN1317* NAD 83(1986)-  28 04 22.     (N)    097 13 11.     (W)     SCALED    
 AN1317* NAVD 88     -         2.82   (+/-2cm)       9.3    (feet)  VERTCON   
 AN1317  ___________________________________________________________________
 AN1317  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1317
 AN1317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1317
 AN1317.The horizontal coordinates were scaled from a topographic map and have
 AN1317.an estimated accuracy of +/- 6 seconds.
 AN1317
 AN1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1317.The vertical order pertains to the NGVD 29 superseded value.
 AN1317
 AN1317.The geoid height was determined by GEOID03.
 AN1317
 AN1317;                    North         East    Units  Estimated Accuracy
 AN1317;SPC TXSC     - 4,027,870.      775,010.      MT  (+/- 180 meters Scaled)
 AN1317
 AN1317                          SUPERSEDED SURVEY CONTROL
 AN1317
 AN1317  NGVD 29 (??/??/92)    2.96   (m)            9.7    (f) COMPUTED    2 0
 AN1317
 AN1317.Superseded values are not recommended for survey control.
 AN1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1317.See file dsdata.txt to determine how the superseded data were derived.
 AN1317
 AN1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS749065(NAD 83)
 AN1317_MARKER: DB = BENCH MARK DISK
 AN1317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1317_SP_SET: CONCRETE CAP
 AN1317_STAMPING: W 604 1942
 AN1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1317
 AN1317  HISTORY     - Date     Condition        Report By
 AN1317  HISTORY     - 1942     MONUMENTED       CGS
 AN1317
 AN1317                          STATION DESCRIPTION
 AN1317
 AN1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1317'1.6 MI S FROM BAYSIDE.
 AN1317'IN ARANSAS COUNTY, 1.6 MILES SOUTH ALONG THE GREGORY ROAD FROM THE
 AN1317'POST OFFICE AT BAYSIDE, REFUGIO COUNTY, AT THE SOUTHEAST END OF THE
 AN1317'CAUSEWAY OVER COPANO BAY, IN THE TOP OF THE NORTHEAST END OF THE
 AN1317'SOUTHEAST CONCRETE ABUTMENT, 15.5 FEET NORTHEAST OF THE CENTERLINE OF
 AN1317'THE ROAD, 2 FEET SOUTHWEST OF THE NORTH END OF A CONCRETE CAP, AND
 AN1317'ABOUT 2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED W 604
 AN1317'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0151 ***********************************************************************
 AH0151  DESIGNATION -  W 605
 AH0151  PID         -  AH0151
 AH0151  STATE/COUNTY-  TX/SAN PATRICIO
 AH0151  USGS QUAD   -  ARANSAS PASS (1975)
 AH0151
 AH0151                         *CURRENT SURVEY CONTROL
 AH0151  ___________________________________________________________________
 AH0151* NAD 83(1986)-  27 53 13.     (N)    097 13 21.     (W)     SCALED    
 AH0151* NAVD 88     -         4.668  (meters)      15.31   (feet)  ADJUSTED  
 AH0151  ___________________________________________________________________
 AH0151  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH0151  DYNAMIC HT  -           4.661 (meters)      15.29  (feet)  COMP
 AH0151  MODELED GRAV-     979,139.7   (mgal)                       NAVD 88
 AH0151
 AH0151  VERT ORDER  -  FIRST     CLASS I
 AH0151
 AH0151.The horizontal coordinates were scaled from a topographic map and have
 AH0151.an estimated accuracy of +/- 6 seconds.
 AH0151
 AH0151.The orthometric height was determined by differential leveling
 AH0151.and adjusted by the National Geodetic Survey in June 1991..
 AH0151.WARNING-Repeat measurements at this control monument indicate possible
 AH0151.vertical movement.
 AH0151
 AH0151.The geoid height was determined by GEOID03.
 AH0151
 AH0151.The dynamic height is computed by dividing the NAVD 88
 AH0151.geopotential number by the normal gravity value computed on the
 AH0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0151.degrees latitude (g = 980.6199 gals.).
 AH0151
 AH0151.The modeled gravity was interpolated from observed gravity values.
 AH0151
 AH0151;                    North         East    Units  Estimated Accuracy
 AH0151;SPC TX S     - 5,246,640.      425,790.      MT  (+/- 180 meters Scaled)
 AH0151
 AH0151                          SUPERSEDED SURVEY CONTROL
 AH0151
 AH0151  NGVD 29 (??/??/92)    4.845  (m)           15.90   (f) ADJ UNCH    1 1
 AH0151
 AH0151.Superseded values are not recommended for survey control.
 AH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0151.See file dsdata.txt to determine how the superseded data were derived.
 AH0151
 AH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR749859(NAD 83)
 AH0151_MARKER: DB = BENCH MARK DISK
 AH0151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH0151_SP_SET: CULVERT HEADWALL
 AH0151_STAMPING: W 605 1942
 AH0151_MARK LOGO: CGS   
 AH0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0151+STABILITY: SURFACE MOTION
 AH0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0151+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0151
 AH0151  HISTORY     - Date     Condition        Report By
 AH0151  HISTORY     - 1942     MONUMENTED       CGS
 AH0151  HISTORY     - 1959     GOOD             NGS
 AH0151  HISTORY     - 1977     GOOD             NGS
 AH0151  HISTORY     - 1978     GOOD             NGS
 AH0151  HISTORY     - 1984     GOOD             USPSQD
 AH0151  HISTORY     - 1987     GOOD             USPSQD
 AH0151  HISTORY     - 1989     GOOD             USPSQD
 AH0151  HISTORY     - 1989     GOOD             USPSQD
 AH0151  HISTORY     - 19910720 GOOD             USPSQD
 AH0151  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0151  HISTORY     - 19970203 GOOD             NGS
 AH0151
 AH0151                          STATION DESCRIPTION
 AH0151
 AH0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0151'0.9 MI NW FROM INGLESIDE.
 AH0151'ABOUT 0.9 MILE NORTHWEST ALONG FARM ROAD 632 FROM THE POSTOFFICE AT
 AH0151'INGLESIDE, 12 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, IN
 AH0151'THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A TRIPLE
 AH0151'CONCRETE BOX CULVERT, 0.3 FEET NORTHWEST OF THE NORTHWEST GUARD RAIL
 AH0151'POST, ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 AH0151
 AH0151                          STATION RECOVERY (1977)
 AH0151
 AH0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0151'RECOVERED IN GOOD CONDITION.
 AH0151
 AH0151                          STATION RECOVERY (1978)
 AH0151
 AH0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0151'0.85 MILE NORTHWEST ALONG MAIN STREET FROM THE JUNCTION WITH FARM
 AH0151'ROAD 1069 AT INGLESIDE, 0.15 MILE NORTHWEST OF CROSSING OF
 AH0151'STATE HIGHWAY 361, SET IN THE TOP OF THE NORTHWEST END OF THE
 AH0151'NORTHEAST HEADWALL OF A TRIPLE CONCRETE BOX CULVERT, 12 FT
 AH0151'NORTHEAST OF CENTERLINE OF THE STREET.
 AH0151
 AH0151                          STATION RECOVERY (1984)
 AH0151
 AH0151'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0151'RECOVERED IN GOOD CONDITION.
 AH0151
 AH0151                          STATION RECOVERY (1987)
 AH0151
 AH0151'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0151'RECOVERED IN GOOD CONDITION.
 AH0151
 AH0151                          STATION RECOVERY (1989)
 AH0151
 AH0151'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0151'RECOVERED IN GOOD CONDITION.
 AH0151
 AH0151                          STATION RECOVERY (1989)
 AH0151
 AH0151'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0151'RECOVERED IN GOOD CONDITION.
 AH0151
 AH0151                          STATION RECOVERY (1991)
 AH0151
 AH0151'RECOVERY NOTE BY US POWER SQUADRON 1991 (RM)
 AH0151'RECOVERED IN GOOD CONDITION.
 AH0151
 AH0151                          STATION RECOVERY (1995)
 AH0151
 AH0151'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0151'MARK NOT FOUND.
 AH0151
 AH0151                          STATION RECOVERY (1997)
 AH0151
 AH0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0151'7.9 KM (4.90 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AH0151'OFFICE IN GREGORY, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG AN
 AH0151'ABANDONED ROAD (OLD HIGHWAY) , IN TOP OF AND 0.1 M (0.3 FT) SOUTHEAST
 AH0151'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT
 AH0151'UNDER THE ROAD, 3.9 M (12.8 FT) NORTHEAST OF THE ROAD CENTER, AND 0.3
 AH0151'M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1354 ***********************************************************************
 AN1354  DESIGNATION -  W 606
 AN1354  PID         -  AN1354
 AN1354  STATE/COUNTY-  TX/SAN PATRICIO
 AN1354  USGS QUAD   -  RINCON BEND (1979)
 AN1354
 AN1354                         *CURRENT SURVEY CONTROL
 AN1354  ___________________________________________________________________
 AN1354* NAD 83(1986)-  28 00 04.     (N)    097 16 43.     (W)     SCALED    
 AN1354* NAVD 88     -         5.19   (+/-2cm)      17.0    (feet)  VERTCON   
 AN1354  ___________________________________________________________________
 AN1354  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN1354
 AN1354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1354
 AN1354.The horizontal coordinates were scaled from a topographic map and have
 AN1354.an estimated accuracy of +/- 6 seconds.
 AN1354
 AN1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1354.The vertical order pertains to the NGVD 29 superseded value.
 AN1354
 AN1354.The geoid height was determined by GEOID03.
 AN1354
 AN1354;                    North         East    Units  Estimated Accuracy
 AN1354;SPC TX S     - 5,259,230.      420,140.      MT  (+/- 180 meters Scaled)
 AN1354
 AN1354                          SUPERSEDED SURVEY CONTROL
 AN1354
 AN1354  NGVD 29 (??/??/92)    5.35   (m)           17.6    (f) COMPUTED    2 0
 AN1354
 AN1354.Superseded values are not recommended for survey control.
 AN1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1354.See file dsdata.txt to determine how the superseded data were derived.
 AN1354
 AN1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR692985(NAD 83)
 AN1354_MARKER: DB = BENCH MARK DISK
 AN1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1354_STAMPING: W 606 1942
 AN1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1354+STABILITY: SURFACE MOTION
 AN1354
 AN1354  HISTORY     - Date     Condition        Report By
 AN1354  HISTORY     - 1942     MONUMENTED       CGS
 AN1354  HISTORY     - 1949     GOOD             NGS
 AN1354
 AN1354                          STATION DESCRIPTION
 AN1354
 AN1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1354'6.1 MI NE FROM GREGORY.
 AN1354'6.1 MILES NORTHEAST ALONG THE BAYSIDE ROAD FROM THE POST OFFICE AT
 AN1354'GREGORY, SAN PATRICIO COUNTY, 1.6 MILES WEST ALONG A PAVED ROAD.  230
 AN1354'FEET EAST OF A WOODEN BRIDGE, ON THE TOP OF A SMALL HILL, 36 FEET
 AN1354'NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A WHITE WOODEN
 AN1354'WITNESS POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH
 AN1354'THE ROAD.  A STANDARD DISK, STAMPED W 606 1942 AND SET IN THE TOP OF A
 AN1354'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0831 ***********************************************************************
 AH0831  DESIGNATION -  W 607
 AH0831  PID         -  AH0831
 AH0831  STATE/COUNTY-  TX/NUECES
 AH0831  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0831
 AH0831                         *CURRENT SURVEY CONTROL
 AH0831  ___________________________________________________________________
 AH0831* NAD 83(1986)-  27 37 43.     (N)    097 38 02.     (W)     SCALED    
 AH0831* NAVD 88     -        13.179  (meters)      43.24   (feet)  ADJUSTED  
 AH0831  ___________________________________________________________________
 AH0831  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH0831  DYNAMIC HT  -          13.158 (meters)      43.17  (feet)  COMP
 AH0831  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 AH0831
 AH0831  VERT ORDER  -  SECOND    CLASS 0
 AH0831
 AH0831.The horizontal coordinates were scaled from a topographic map and have
 AH0831.an estimated accuracy of +/- 6 seconds.
 AH0831
 AH0831.The orthometric height was determined by differential leveling
 AH0831.and adjusted by the National Geodetic Survey in June 1991..
 AH0831.WARNING-Repeat measurements at this control monument indicate possible
 AH0831.vertical movement.
 AH0831
 AH0831.The geoid height was determined by GEOID03.
 AH0831
 AH0831.The dynamic height is computed by dividing the NAVD 88
 AH0831.geopotential number by the normal gravity value computed on the
 AH0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0831.degrees latitude (g = 980.6199 gals.).
 AH0831
 AH0831.The modeled gravity was interpolated from observed gravity values.
 AH0831
 AH0831;                    North         East    Units  Estimated Accuracy
 AH0831;SPC TX S     - 5,217,670.      385,480.      MT  (+/- 180 meters Scaled)
 AH0831
 AH0831                          SUPERSEDED SURVEY CONTROL
 AH0831
 AH0831  NGVD 29 (??/??/92)   13.321  (m)           43.70   (f) ADJ UNCH    2 0
 AH0831
 AH0831.Superseded values are not recommended for survey control.
 AH0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0831.See file dsdata.txt to determine how the superseded data were derived.
 AH0831
 AH0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR347568(NAD 83)
 AH0831_MARKER: DB = BENCH MARK DISK
 AH0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0831_STAMPING: W 607 1942
 AH0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0831+STABILITY: SURFACE MOTION
 AH0831
 AH0831  HISTORY     - Date     Condition        Report By
 AH0831  HISTORY     - 1942     MONUMENTED       CGS
 AH0831  HISTORY     - 1951     GOOD             NGS
 AH0831  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0831  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0831
 AH0831                          STATION DESCRIPTION
 AH0831
 AH0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0831'3.1 MI S FROM PETRONILLA.
 AH0831'3.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE GRADE SCHOOL AT
 AH0831'PETRONILLA, 29 FEET EAST OF THE CENTER LINE OF THE ROAD, 179 FEET
 AH0831'SOUTH OF THE EXTENDED NORTH WALL OF A SMALL HOUSE WHICH ON THE EAST
 AH0831'SIDE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AH0831'FOOT ABOVE THE GROUND, 2.8 FEET WEST OF A WITNESS POST.
 AH0831
 AH0831                          STATION RECOVERY (1969)
 AH0831
 AH0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0831'MARK NOT FOUND.
 AH0831
 AH0831                          STATION RECOVERY (2001)
 AH0831
 AH0831'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0807 ***********************************************************************
 AH0807  DESIGNATION -  W 609
 AH0807  PID         -  AH0807
 AH0807  STATE/COUNTY-  TX/NUECES
 AH0807  USGS QUAD   -  PETRONILA NE (1975)
 AH0807
 AH0807                         *CURRENT SURVEY CONTROL
 AH0807  ___________________________________________________________________
 AH0807* NAD 83(1986)-  27 41 14.     (N)    097 37 13.     (W)     SCALED    
 AH0807* NAVD 88     -        16.449  (meters)      53.97   (feet)  ADJUSTED  
 AH0807  ___________________________________________________________________
 AH0807  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AH0807  DYNAMIC HT  -          16.424 (meters)      53.88  (feet)  COMP
 AH0807  MODELED GRAV-     979,115.5   (mgal)                       NAVD 88
 AH0807
 AH0807  VERT ORDER  -  SECOND    CLASS 0
 AH0807
 AH0807.The horizontal coordinates were scaled from a topographic map and have
 AH0807.an estimated accuracy of +/- 6 seconds.
 AH0807
 AH0807.The orthometric height was determined by differential leveling
 AH0807.and adjusted by the National Geodetic Survey in June 1991..
 AH0807.WARNING-Repeat measurements at this control monument indicate possible
 AH0807.vertical movement.
 AH0807
 AH0807.The geoid height was determined by GEOID03.
 AH0807
 AH0807.The dynamic height is computed by dividing the NAVD 88
 AH0807.geopotential number by the normal gravity value computed on the
 AH0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0807.degrees latitude (g = 980.6199 gals.).
 AH0807
 AH0807.The modeled gravity was interpolated from observed gravity values.
 AH0807
 AH0807;                    North         East    Units  Estimated Accuracy
 AH0807;SPC TX S     - 5,224,170.      386,780.      MT  (+/- 180 meters Scaled)
 AH0807
 AH0807                          SUPERSEDED SURVEY CONTROL
 AH0807
 AH0807  NGVD 29 (??/??/92)   16.594  (m)           54.44   (f) ADJ UNCH    2 0
 AH0807
 AH0807.Superseded values are not recommended for survey control.
 AH0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0807.See file dsdata.txt to determine how the superseded data were derived.
 AH0807
 AH0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR360633(NAD 83)
 AH0807_MARKER: DB = BENCH MARK DISK
 AH0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0807_STAMPING: W 609 1942
 AH0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0807+STABILITY: SURFACE MOTION
 AH0807
 AH0807  HISTORY     - Date     Condition        Report By
 AH0807  HISTORY     - 1942     MONUMENTED       CGS
 AH0807  HISTORY     - 1949     GOOD             NGS
 AH0807  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0807  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0807  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0807
 AH0807                          STATION DESCRIPTION
 AH0807
 AH0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0807'2.0 MI NE FROM PETRONILLA.
 AH0807'1.0 MILE NORTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT
 AH0807'PETRONILLA, NUECES COUNTY, THENCE 1.0 MILE EAST ALONG A PAVED ROAD.
 AH0807'140 FEET WEST OF A FARMHOUSE, 60 FEET WEST OF THE CENTER LINE OF A
 AH0807'PRIVATE DRIVEWAY, 36 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 AH0807'LINE OF THE ROAD, AND 3 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 AH0807'W 609 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AH0807'ABOVE GROUND.
 AH0807
 AH0807                          STATION RECOVERY (1969)
 AH0807
 AH0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0807'MARK NOT FOUND.
 AH0807
 AH0807                          STATION RECOVERY (2001)
 AH0807
 AH0807'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0807'MARK NOT FOUND.
 AH0807
 AH0807                          STATION RECOVERY (2002)
 AH0807
 AH0807'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1087 ***********************************************************************
 AE1087  DESIGNATION -  W 61
 AE1087  PID         -  AE1087
 AE1087  STATE/COUNTY-  TX/ZAPATA
 AE1087  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1087
 AE1087                         *CURRENT SURVEY CONTROL
 AE1087  ___________________________________________________________________
 AE1087* NAD 83(1986)-  26 48 45.     (N)    099 14 02.     (W)     SCALED    
 AE1087* NAVD 88     -        81.675  (meters)     267.96   (feet)  ADJUSTED  
 AE1087  ___________________________________________________________________
 AE1087  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AE1087  DYNAMIC HT  -          81.544 (meters)     267.53  (feet)  COMP
 AE1087  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 AE1087
 AE1087  VERT ORDER  -  FIRST     CLASS II
 AE1087
 AE1087.The horizontal coordinates were scaled from a topographic map and have
 AE1087.an estimated accuracy of +/- 6 seconds.
 AE1087
 AE1087.The orthometric height was determined by differential leveling
 AE1087.and adjusted by the National Geodetic Survey in June 1991..
 AE1087
 AE1087.The geoid height was determined by GEOID03.
 AE1087
 AE1087.The dynamic height is computed by dividing the NAVD 88
 AE1087.geopotential number by the normal gravity value computed on the
 AE1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1087.degrees latitude (g = 980.6199 gals.).
 AE1087
 AE1087.The modeled gravity was interpolated from observed gravity values.
 AE1087
 AE1087;                    North         East    Units  Estimated Accuracy
 AE1087;SPC TX S     - 5,127,160.      227,050.      MT  (+/- 180 meters Scaled)
 AE1087
 AE1087                          SUPERSEDED SURVEY CONTROL
 AE1087
 AE1087  NGVD 29 (??/??/92)   81.720  (m)          268.11   (f) ADJ UNCH    1 2
 AE1087
 AE1087.Superseded values are not recommended for survey control.
 AE1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1087.See file dsdata.txt to determine how the superseded data were derived.
 AE1087
 AE1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ767656(NAD 83)
 AE1087_MARKER: DB = BENCH MARK DISK
 AE1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1087_STAMPING: W 61 1918 ELEV 268.156 FT
 AE1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1087+STABILITY: SURFACE MOTION
 AE1087
 AE1087  HISTORY     - Date     Condition        Report By
 AE1087  HISTORY     - 1918     MONUMENTED       CGS
 AE1087  HISTORY     - 1956     GOOD             NGS
 AE1087
 AE1087                          STATION DESCRIPTION
 AE1087
 AE1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1087'13.0 MI SE FROM ZAPATA.
 AE1087'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1087'ZAPATA, THENCE 8.2 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, THENCE
 AE1087'0.8 MILE SOUTHWEST ALONG A TRACK ROAD, THENCE 0.6 MILE SOUTH ALONG A
 AE1087'TRACK ROAD, 301 FEET NORTH OF THE REMAINS OF AN OLD RANCH HOUSE, 32
 AE1087'FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 23 FEET SOUTHWEST OF A
 AE1087'FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A
 AE1087'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 1.5 FEET
 AE1087'BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0423 ***********************************************************************
 AH0423  DESIGNATION -  W 610
 AH0423  PID         -  AH0423
 AH0423  STATE/COUNTY-  TX/KLEBERG
 AH0423  USGS QUAD   -  PITA ISLAND (1975)
 AH0423
 AH0423                         *CURRENT SURVEY CONTROL
 AH0423  ___________________________________________________________________
 AH0423* NAD 83(1986)-  27 32 18.     (N)    097 20 18.     (W)     SCALED    
 AH0423* NAVD 88     -         3.602  (meters)      11.82   (feet)  ADJUSTED  
 AH0423  ___________________________________________________________________
 AH0423  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AH0423  DYNAMIC HT  -           3.596 (meters)      11.80  (feet)  COMP
 AH0423  MODELED GRAV-     979,120.0   (mgal)                       NAVD 88
 AH0423
 AH0423  VERT ORDER  -  SECOND    CLASS 0
 AH0423
 AH0423.The horizontal coordinates were scaled from a topographic map and have
 AH0423.an estimated accuracy of +/- 6 seconds.
 AH0423
 AH0423.The orthometric height was determined by differential leveling
 AH0423.and adjusted by the National Geodetic Survey in June 1991..
 AH0423
 AH0423.The geoid height was determined by GEOID03.
 AH0423
 AH0423.The dynamic height is computed by dividing the NAVD 88
 AH0423.geopotential number by the normal gravity value computed on the
 AH0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0423.degrees latitude (g = 980.6199 gals.).
 AH0423
 AH0423.The modeled gravity was interpolated from observed gravity values.
 AH0423
 AH0423;                    North         East    Units  Estimated Accuracy
 AH0423;SPC TX S     - 5,207,900.      414,740.      MT  (+/- 180 meters Scaled)
 AH0423
 AH0423                          SUPERSEDED SURVEY CONTROL
 AH0423
 AH0423  NGVD 29 (??/??/92)    3.755  (m)           12.32   (f) ADJ UNCH    2 0
 AH0423
 AH0423.Superseded values are not recommended for survey control.
 AH0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0423.See file dsdata.txt to determine how the superseded data were derived.
 AH0423
 AH0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR640471(NAD 83)
 AH0423_MARKER: DB = BENCH MARK DISK
 AH0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0423_SP_SET: CULVERT
 AH0423_STAMPING: W 610 1942
 AH0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0423
 AH0423  HISTORY     - Date     Condition        Report By
 AH0423  HISTORY     - 1942     MONUMENTED       CGS
 AH0423  HISTORY     - 1949     GOOD             NGS
 AH0423
 AH0423                          STATION DESCRIPTION
 AH0423
 AH0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0423'1.2 MI S FROM CORPUS CHRISTI.
 AH0423'IN KLEBERG COUNTY, 1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE
 AH0423'TEXAS MEXICAN RAILROAD CO. STATION AT CORPUS CHRISTI, NUECES COUNTY,
 AH0423'THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST
 AH0423'ALONG LEXINGTON BOULEVARD (STATE HIGHWAY 358) TO THE INTERSECTION OF
 AH0423'THE ROAD LEADING FROM CORPUS CHRISTI NAVAL AIR STATION TO OUTLYING
 AH0423'FIELD 42 (ABANDONED), THENCE 4.0 MILES SOUTH ALONG NUECES COUNTY ROAD
 AH0423'NO. 3 TO THE NORTH GATE OF THE LAURELES DIVISION OF THE KING RANCH,
 AH0423'AND THENCE 6.3 MILES SOUTH ALONG NORTH GATE ROAD. 0.45 MILE SOUTH OF A
 AH0423'SHELL ROAD LEADING EAST TO THE PURE OIL COMPANY DOCK, ON THE KING
 AH0423'RANCH, 24 FEET EAST OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF
 AH0423'THE ROAD, AT A SMALL CONCRETE CULVERT, AND IN THE TOP OF THE NORTH END
 AH0423'OF THE EAST HEAD WALL.  A STANDARD DISK, STAMPED W 610 1942. NOTE--
 AH0423'THIS BENCH MARK MAY BE REACHED FROM THE SOUTH GATE TO CORPUS CHRISTI
 AH0423'NAVAL AIR STATION BY GOING 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 358,
 AH0423'THENCE 4.4 MILES SOUTHWEST ALONG WALDRON FIELD ROAD TO THE NORTH GATE
 AH0423'OF THE LAURELES DIVISION OF THE KING RANCH, AND THENCE 6.3 MILES SOUTH
 AH0423'ALONG NORTH GATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0993 ***********************************************************************
 AH0993  DESIGNATION -  W 611
 AH0993  PID         -  AH0993
 AH0993  STATE/COUNTY-  TX/KLEBERG
 AH0993  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH0993
 AH0993                         *CURRENT SURVEY CONTROL
 AH0993  ___________________________________________________________________
 AH0993* NAD 83(1986)-  27 31 52.     (N)    097 55 36.     (W)     SCALED    
 AH0993* NAVD 88     -        30.655  (meters)     100.57   (feet)  ADJUSTED  
 AH0993  ___________________________________________________________________
 AH0993  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH0993  DYNAMIC HT  -          30.607 (meters)     100.42  (feet)  COMP
 AH0993  MODELED GRAV-     979,092.1   (mgal)                       NAVD 88
 AH0993
 AH0993  VERT ORDER  -  SECOND    CLASS 0
 AH0993
 AH0993.The horizontal coordinates were scaled from a topographic map and have
 AH0993.an estimated accuracy of +/- 6 seconds.
 AH0993
 AH0993.The orthometric height was determined by differential leveling
 AH0993.and adjusted by the National Geodetic Survey in June 1991..
 AH0993
 AH0993.The geoid height was determined by GEOID03.
 AH0993
 AH0993.The dynamic height is computed by dividing the NAVD 88
 AH0993.geopotential number by the normal gravity value computed on the
 AH0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0993.degrees latitude (g = 980.6199 gals.).
 AH0993
 AH0993.The modeled gravity was interpolated from observed gravity values.
 AH0993
 AH0993;                    North         East    Units  Estimated Accuracy
 AH0993;SPC TX S     - 5,206,700.      356,630.      MT  (+/- 180 meters Scaled)
 AH0993
 AH0993                          SUPERSEDED SURVEY CONTROL
 AH0993
 AH0993  NGVD 29 (??/??/92)   30.74   (m)          100.9    (f) COMPUTED    2 0
 AH0993
 AH0993.Superseded values are not recommended for survey control.
 AH0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0993.See file dsdata.txt to determine how the superseded data were derived.
 AH0993
 AH0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR059457(NAD 83)
 AH0993_MARKER: DB = BENCH MARK DISK
 AH0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0993_STAMPING: W 611 1942
 AH0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0993+STABILITY: SURFACE MOTION
 AH0993
 AH0993  HISTORY     - Date     Condition        Report By
 AH0993  HISTORY     - 1942     MONUMENTED       CGS
 AH0993
 AH0993                          STATION DESCRIPTION
 AH0993
 AH0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0993'3.2 MI M W FROM KINGSVILLE.
 AH0993'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE .
 AH0993'PROCEED WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF
 AH0993'BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE NORTHWEST OF KING RANCH
 AH0993'HOUSE, 49.3 FEET NORTH OF AND ABOUT 1.0 FOOT HIGHER THEN CENTERLINE OF
 AH0993'THE HIGHWAY, 50.0 FEET EAST OF WOODEN GATE OPENING ON RANCH ROAD, 40
 AH0993'FEET EAST OF HIGHWAY BRIDGE ACROSS DRAIN DITCH, 4.0 FEET WEST OF WHITE
 AH0993'4 X 4 INCH WOODEN MARKER POST AND THE MONUMENT PROJECTS ABOUT 0.2
 AH0993'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0639 ***********************************************************************
 AH0639  DESIGNATION -  W 612
 AH0639  PID         -  AH0639
 AH0639  STATE/COUNTY-  TX/KLEBERG
 AH0639  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0639
 AH0639                         *CURRENT SURVEY CONTROL
 AH0639  ___________________________________________________________________
 AH0639* NAD 83(1986)-  27 26 50.     (N)    097 58 11.     (W)     SCALED    
 AH0639* NAVD 88     -        27.453  (meters)      90.07   (feet)  ADJUSTED  
 AH0639  ___________________________________________________________________
 AH0639  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AH0639  DYNAMIC HT  -          27.410 (meters)      89.93  (feet)  COMP
 AH0639  MODELED GRAV-     979,087.3   (mgal)                       NAVD 88
 AH0639
 AH0639  VERT ORDER  -  SECOND    CLASS 0
 AH0639
 AH0639.The horizontal coordinates were scaled from a topographic map and have
 AH0639.an estimated accuracy of +/- 6 seconds.
 AH0639
 AH0639.The orthometric height was determined by differential leveling
 AH0639.and adjusted by the National Geodetic Survey in June 1991..
 AH0639
 AH0639.The geoid height was determined by GEOID03.
 AH0639
 AH0639.The dynamic height is computed by dividing the NAVD 88
 AH0639.geopotential number by the normal gravity value computed on the
 AH0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0639.degrees latitude (g = 980.6199 gals.).
 AH0639
 AH0639.The modeled gravity was interpolated from observed gravity values.
 AH0639
 AH0639;                    North         East    Units  Estimated Accuracy
 AH0639;SPC TX S     - 5,197,380.      352,420.      MT  (+/- 180 meters Scaled)
 AH0639
 AH0639                          SUPERSEDED SURVEY CONTROL
 AH0639
 AH0639  NGVD 29 (??/??/92)   27.551  (m)           90.39   (f) ADJ UNCH    2 0
 AH0639
 AH0639.Superseded values are not recommended for survey control.
 AH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0639.See file dsdata.txt to determine how the superseded data were derived.
 AH0639
 AH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR018363(NAD 83)
 AH0639_MARKER: DB = BENCH MARK DISK
 AH0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0639_STAMPING: W-612 1942
 AH0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0639+STABILITY: SURFACE MOTION
 AH0639
 AH0639  HISTORY     - Date     Condition        Report By
 AH0639  HISTORY     - 1942     MONUMENTED       CGS
 AH0639  HISTORY     - 1975     GOOD             USGS
 AH0639
 AH0639                          STATION DESCRIPTION
 AH0639
 AH0639'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0639'10.0 MI SW FROM KINGSVILLE.
 AH0639'3.2 MI. W ALONG ST. HWY 141 AND 6.8 MI. FROM KINGSVILLE ABOUT 5.6
 AH0639'MILES WEST ALONG STATE HWY. 141 FROM THE MAIN ENTRANCE TO THE KING
 AH0639'RANCH ON THE WEST EDGE OF KINGSVILLE, THENCE ABOUT 2.5 MI SOUTH AND
 AH0639'SOUTHWEST ALONG PAVED ROAD, THENCE ABOUT 2.2 MI. SOUTH ALONG GRADED
 AH0639'ROAD TO BUMP GATE, THENCE ABOUT 2.0 MI. EAST TO X-RD, THENCE 2.0 MI.
 AH0639'SOUTH, ABOUT 0.7 MI SOUTH OF ESCONDIDO WINDMILL, 15 FT. WEST OF THE
 AH0639'ROAD, 0.6 FT EAST OF FENCE.  A STANDARD DISK SET IN TOP OF A CONCRETE
 AH0639'POST PROJECTING ABOUT 0.4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0676 ***********************************************************************
 AH0676  DESIGNATION -  W 614
 AH0676  PID         -  AH0676
 AH0676  STATE/COUNTY-  TX/BROOKS
 AH0676  USGS QUAD   -  LA PALOMA RANCH (1979)
 AH0676
 AH0676                         *CURRENT SURVEY CONTROL
 AH0676  ___________________________________________________________________
 AH0676* NAD 83(1986)-  27 12 30.     (N)    097 59 55.     (W)     SCALED    
 AH0676* NAVD 88     -        20.633  (meters)      67.69   (feet)  ADJUSTED  
 AH0676  ___________________________________________________________________
 AH0676  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH0676  DYNAMIC HT  -          20.601 (meters)      67.59  (feet)  COMP
 AH0676  MODELED GRAV-     979,077.1   (mgal)                       NAVD 88
 AH0676
 AH0676  VERT ORDER  -  SECOND    CLASS 0
 AH0676
 AH0676.The horizontal coordinates were scaled from a topographic map and have
 AH0676.an estimated accuracy of +/- 6 seconds.
 AH0676
 AH0676.The orthometric height was determined by differential leveling
 AH0676.and adjusted by the National Geodetic Survey in June 1991..
 AH0676
 AH0676.The geoid height was determined by GEOID03.
 AH0676
 AH0676.The dynamic height is computed by dividing the NAVD 88
 AH0676.geopotential number by the normal gravity value computed on the
 AH0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0676.degrees latitude (g = 980.6199 gals.).
 AH0676
 AH0676.The modeled gravity was interpolated from observed gravity values.
 AH0676
 AH0676;                    North         East    Units  Estimated Accuracy
 AH0676;SPC TX S     - 5,170,900.      349,670.      MT  (+/- 180 meters Scaled)
 AH0676
 AH0676                          SUPERSEDED SURVEY CONTROL
 AH0676
 AH0676  NGVD 29 (??/??/92)   20.746  (m)           68.06   (f) ADJ UNCH    2 0
 AH0676
 AH0676.Superseded values are not recommended for survey control.
 AH0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0676.See file dsdata.txt to determine how the superseded data were derived.
 AH0676
 AH0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR991099(NAD 83)
 AH0676_MARKER: DB = BENCH MARK DISK
 AH0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0676_STAMPING: W 614 1942
 AH0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0676+STABILITY: SURFACE MOTION
 AH0676
 AH0676  HISTORY     - Date     Condition        Report By
 AH0676  HISTORY     - 1942     MONUMENTED       CGS
 AH0676  HISTORY     - 1975     GOOD             USGS
 AH0676
 AH0676                          STATION DESCRIPTION
 AH0676
 AH0676'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0676'11.6 MI SE FROM FALFURRIAS.
 AH0676'ABOUT 8.9 MILES EAST ALONG STATE HIGHWAY 285 FROM THE COURTHOUSE AT
 AH0676'FALFURRIAS, THENCE 1.7 MILES SOUTH ALONG A RANCH ROAD TO A ROAD FORK,
 AH0676'CONTINUE STRAIGHT THROUGH GATE AND FOLLOW ROAD SOUTH ALONG FENCE FOR
 AH0676'1.3 MILES TO AN OLD RANCH HOUSE.  BM IS 0.05 NORTH OF OLD RANCH HOUSE
 AH0676'ON N-S FENCE LINE.  A STANDARD DISK SET IN CONCRETE 0.5 FOOT ABOVE
 AH0676'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0705 ***********************************************************************
 AH0705  DESIGNATION -  W 615
 AH0705  PID         -  AH0705
 AH0705  STATE/COUNTY-  TX/BROOKS
 AH0705  USGS QUAD   -  SARITA SW (1979)
 AH0705
 AH0705                         *CURRENT SURVEY CONTROL
 AH0705  ___________________________________________________________________
 AH0705* NAD 83(1986)-  27 05 18.     (N)    097 59 30.     (W)     SCALED    
 AH0705* NAVD 88     -        21.806  (meters)      71.54   (feet)  ADJUSTED  
 AH0705  ___________________________________________________________________
 AH0705  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AH0705  DYNAMIC HT  -          21.772 (meters)      71.43  (feet)  COMP
 AH0705  MODELED GRAV-     979,071.2   (mgal)                       NAVD 88
 AH0705
 AH0705  VERT ORDER  -  SECOND    CLASS 0
 AH0705
 AH0705.The horizontal coordinates were scaled from a topographic map and have
 AH0705.an estimated accuracy of +/- 6 seconds.
 AH0705
 AH0705.The orthometric height was determined by differential leveling
 AH0705.and adjusted by the National Geodetic Survey in June 1991..
 AH0705
 AH0705.The geoid height was determined by GEOID03.
 AH0705
 AH0705.The dynamic height is computed by dividing the NAVD 88
 AH0705.geopotential number by the normal gravity value computed on the
 AH0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0705.degrees latitude (g = 980.6199 gals.).
 AH0705
 AH0705.The modeled gravity was interpolated from observed gravity values.
 AH0705
 AH0705;                    North         East    Units  Estimated Accuracy
 AH0705;SPC TX S     - 5,157,610.      350,410.      MT  (+/- 180 meters Scaled)
 AH0705
 AH0705                          SUPERSEDED SURVEY CONTROL
 AH0705
 AH0705  NGVD 29 (??/??/92)   21.909  (m)           71.88   (f) ADJ UNCH    2 0
 AH0705
 AH0705.Superseded values are not recommended for survey control.
 AH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0705.See file dsdata.txt to determine how the superseded data were derived.
 AH0705
 AH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ999966(NAD 83)
 AH0705_MARKER: DB = BENCH MARK DISK
 AH0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0705_STAMPING: W 615 1942
 AH0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0705+STABILITY: SURFACE MOTION
 AH0705
 AH0705  HISTORY     - Date     Condition        Report By
 AH0705  HISTORY     - 1942     MONUMENTED       CGS
 AH0705  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0705
 AH0705                          STATION DESCRIPTION
 AH0705
 AH0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0705'10.0 MI E FROM BARROSO.
 AH0705'ABOUT 10.0 MILES EAST ALONG THE MARIPOSA RANCH ROAD FROM THE TEXAS AND
 AH0705'NEW ORLEANS RAILROAD STATION AT BARROSO, BROOKS COUNTY, ABOUT 0.3 MILE
 AH0705'EAST OF LA NOBIO MILL ON MARIPOSA RANCH, 12 FEET SOUTH OF THE CENTER
 AH0705'LINE OF THE ROAD, 12 FEET EAST OF A MESQUITE TREE, 3 FEET EAST OF A
 AH0705'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 AH0705'DISK, STAMPED W 615 1942 AND SET IN THE TOP OF A CONCRETE POST
 AH0705'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AH0705
 AH0705                          STATION RECOVERY (1975)
 AH0705
 AH0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0238 ***********************************************************************
 AE0238  DESIGNATION -  W 616
 AE0238  PID         -  AE0238
 AE0238  STATE/COUNTY-  TX/BROOKS
 AE0238  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE0238
 AE0238                         *CURRENT SURVEY CONTROL
 AE0238  ___________________________________________________________________
 AE0238* NAD 83(1986)-  26 56 51.     (N)    098 05 13.     (W)     SCALED    
 AE0238* NAVD 88     -        33.667  (meters)     110.46   (feet)  ADJUSTED  
 AE0238  ___________________________________________________________________
 AE0238  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AE0238  DYNAMIC HT  -          33.613 (meters)     110.28  (feet)  COMP
 AE0238  MODELED GRAV-     979,056.3   (mgal)                       NAVD 88
 AE0238
 AE0238  VERT ORDER  -  SECOND    CLASS 0
 AE0238
 AE0238.The horizontal coordinates were scaled from a topographic map and have
 AE0238.an estimated accuracy of +/- 6 seconds.
 AE0238
 AE0238.The orthometric height was determined by differential leveling
 AE0238.and adjusted by the National Geodetic Survey in June 1991..
 AE0238
 AE0238.The geoid height was determined by GEOID03.
 AE0238
 AE0238.The dynamic height is computed by dividing the NAVD 88
 AE0238.geopotential number by the normal gravity value computed on the
 AE0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0238.degrees latitude (g = 980.6199 gals.).
 AE0238
 AE0238.The modeled gravity was interpolated from observed gravity values.
 AE0238
 AE0238;                    North         East    Units  Estimated Accuracy
 AE0238;SPC TX S     - 5,141,970.      341,010.      MT  (+/- 180 meters Scaled)
 AE0238
 AE0238                          SUPERSEDED SURVEY CONTROL
 AE0238
 AE0238  NGVD 29 (??/??/92)   33.765  (m)          110.78   (f) ADJ UNCH    2 0
 AE0238
 AE0238.Superseded values are not recommended for survey control.
 AE0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0238.See file dsdata.txt to determine how the superseded data were derived.
 AE0238
 AE0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ906809(NAD 83)
 AE0238_MARKER: DB = BENCH MARK DISK
 AE0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0238_STAMPING: W 616 1942
 AE0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0238+STABILITY: SURFACE MOTION
 AE0238
 AE0238  HISTORY     - Date     Condition        Report By
 AE0238  HISTORY     - 1942     MONUMENTED       CGS
 AE0238  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0238
 AE0238                          STATION DESCRIPTION
 AE0238
 AE0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0238'4.2 MI E FROM ENCINO.
 AE0238'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AE0238'U.S. HIGHWAY NO. 281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AE0238'THENCE, GO 3.8 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AE0238'BENCH MARK.  BENCH MARK IS 35.0 FEET EAST OF AND ABOUT THE SAME
 AE0238'ELEVATION OF THE CENTERLINE OF THE ROAD AT POINT WHERE ROAD RUNS
 AE0238'NORTH-SOUTH, 12.0 FEET WEST OF A SMALL OAK TREE WEST OF A LARGE GROVE
 AE0238'OF OAK TREES AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE
 AE0238'MONUMENT PROJECTS 0.5 FOOT.
 AE0238
 AE0238                          STATION RECOVERY (1962)
 AE0238
 AE0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0947 ***********************************************************************
 AB0947  DESIGNATION -  W 617
 AB0947  PID         -  AB0947
 AB0947  STATE/COUNTY-  TX/KENEDY
 AB0947  USGS QUAD   -  ARMSTRONG (1982)
 AB0947
 AB0947                         *CURRENT SURVEY CONTROL
 AB0947  ___________________________________________________________________
 AB0947* NAD 83(1986)-  26 52 47.     (N)    097 47 20.     (W)     SCALED    
 AB0947* NAVD 88     -         9.577  (meters)      31.42   (feet)  ADJUSTED  
 AB0947  ___________________________________________________________________
 AB0947  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AB0947  DYNAMIC HT  -           9.562 (meters)      31.37  (feet)  COMP
 AB0947  MODELED GRAV-     979,073.2   (mgal)                       NAVD 88
 AB0947
 AB0947  VERT ORDER  -  FIRST     CLASS II
 AB0947
 AB0947.The horizontal coordinates were scaled from a topographic map and have
 AB0947.an estimated accuracy of +/- 6 seconds.
 AB0947
 AB0947.The orthometric height was determined by differential leveling
 AB0947.and adjusted by the National Geodetic Survey in June 1991..
 AB0947
 AB0947.The geoid height was determined by GEOID03.
 AB0947
 AB0947.The dynamic height is computed by dividing the NAVD 88
 AB0947.geopotential number by the normal gravity value computed on the
 AB0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0947.degrees latitude (g = 980.6199 gals.).
 AB0947
 AB0947.The modeled gravity was interpolated from observed gravity values.
 AB0947
 AB0947;                    North         East    Units  Estimated Accuracy
 AB0947;SPC TX S     - 5,134,600.      370,650.      MT  (+/- 180 meters Scaled)
 AB0947
 AB0947                          SUPERSEDED SURVEY CONTROL
 AB0947
 AB0947  NGVD 29 (??/??/92)    9.658  (m)           31.69   (f) ADJ UNCH    1 2
 AB0947
 AB0947.Superseded values are not recommended for survey control.
 AB0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0947.See file dsdata.txt to determine how the superseded data were derived.
 AB0947
 AB0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ202736(NAD 83)
 AB0947_MARKER: DB = BENCH MARK DISK
 AB0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0947_STAMPING: W 617 1942
 AB0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0947+STABILITY: SURFACE MOTION
 AB0947
 AB0947  HISTORY     - Date     Condition        Report By
 AB0947  HISTORY     - 1942     MONUMENTED       CGS
 AB0947  HISTORY     - 1951     GOOD             NGS
 AB0947  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0947  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0947
 AB0947                          STATION DESCRIPTION
 AB0947
 AB0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0947'3.0 MI S FROM ARMSTRONG.
 AB0947'3.0 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0947'FROM THE STATION AT ARMSTRONG, 87 FEET EAST OF AND ACROSS THE TRACK
 AB0947'FROM MILEPOST 74, 114 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77,
 AB0947'45 FEET EAST OF THE EAST RAIL, 2 FEET SOUTH OF A WITNESS POST, SET IN
 AB0947'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AB0947'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0947
 AB0947                          STATION RECOVERY (1981)
 AB0947
 AB0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0947'NOT RECOVERED THIS DATE, ROAD HAS BEEN CHANGED.
 AB0947
 AB0947                          STATION RECOVERY (2004)
 AB0947
 AB0947'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1120 ***********************************************************************
 AB1120  DESIGNATION -  W 618
 AB1120  PID         -  AB1120
 AB1120  STATE/COUNTY-  TX/HIDALGO
 AB1120  USGS QUAD   -  ANDREA RANCH (1982)
 AB1120
 AB1120                         *CURRENT SURVEY CONTROL
 AB1120  ___________________________________________________________________
 AB1120* NAD 83(1986)-  26 44 26.     (N)    097 59 49.     (W)     SCALED    
 AB1120* NAVD 88     -        15.747  (meters)      51.66   (feet)  ADJUSTED  
 AB1120  ___________________________________________________________________
 AB1120  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AB1120  DYNAMIC HT  -          15.722 (meters)      51.58  (feet)  COMP
 AB1120  MODELED GRAV-     979,051.9   (mgal)                       NAVD 88
 AB1120
 AB1120  VERT ORDER  -  SECOND    CLASS 0
 AB1120
 AB1120.The horizontal coordinates were scaled from a topographic map and have
 AB1120.an estimated accuracy of +/- 6 seconds.
 AB1120
 AB1120.The orthometric height was determined by differential leveling
 AB1120.and adjusted by the National Geodetic Survey in June 1991..
 AB1120
 AB1120.The geoid height was determined by GEOID03.
 AB1120
 AB1120.The dynamic height is computed by dividing the NAVD 88
 AB1120.geopotential number by the normal gravity value computed on the
 AB1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1120.degrees latitude (g = 980.6199 gals.).
 AB1120
 AB1120.The modeled gravity was interpolated from observed gravity values.
 AB1120
 AB1120;                    North         East    Units  Estimated Accuracy
 AB1120;SPC TX S     - 5,119,080.      350,040.      MT  (+/- 180 meters Scaled)
 AB1120
 AB1120                          SUPERSEDED SURVEY CONTROL
 AB1120
 AB1120  NGVD 29 (??/??/92)   15.86   (m)           52.0    (f) COMPUTED    2 0
 AB1120
 AB1120.Superseded values are not recommended for survey control.
 AB1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1120.See file dsdata.txt to determine how the superseded data were derived.
 AB1120
 AB1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ997580(NAD 83)
 AB1120_MARKER: DB = BENCH MARK DISK
 AB1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1120_STAMPING: W 618 1942
 AB1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1120+STABILITY: SURFACE MOTION
 AB1120
 AB1120  HISTORY     - Date     Condition        Report By
 AB1120  HISTORY     - 1942     MONUMENTED       CGS
 AB1120  HISTORY     - 1962     MARK NOT FOUND   USGS
 AB1120
 AB1120                          STATION DESCRIPTION
 AB1120
 AB1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1120'17.4 MI SE FROM RACHAL.
 AB1120'TO REACH FROM THE POST OFFICE AT RACHAL--PROCEED 10.5 MILES SOUTHERLY
 AB1120'ALONG U.S. HIGHWAY NO.281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AB1120'THENCE, GO 6.9 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AB1120'BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE NORTHWEST OF THE SANTA FE
 AB1120'SCHOOL ON THE SANTA FE RANCH, 12.0 FEET NORTH OF AND ABOUT THE SAME
 AB1120'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 6.0 FEET SOUTH OF A
 AB1120'MESQUITE BRUSH AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST. THE
 AB1120'MONUMENT PROJECTS 0.5 FOOT.
 AB1120
 AB1120                          STATION RECOVERY (1962)
 AB1120
 AB1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AB1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1148 ***********************************************************************
 AB1148  DESIGNATION -  W 620
 AB1148  PID         -  AB1148
 AB1148  STATE/COUNTY-  TX/WILLACY
 AB1148  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1148
 AB1148                         *CURRENT SURVEY CONTROL
 AB1148  ___________________________________________________________________
 AB1148* NAD 83(1986)-  26 35 52.     (N)    097 53 52.     (W)     SCALED    
 AB1148* NAVD 88     -        13.210  (meters)      43.34   (feet)  ADJUSTED  
 AB1148  ___________________________________________________________________
 AB1148  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AB1148  DYNAMIC HT  -          13.189 (meters)      43.27  (feet)  COMP
 AB1148  MODELED GRAV-     979,049.3   (mgal)                       NAVD 88
 AB1148
 AB1148  VERT ORDER  -  SECOND    CLASS 0
 AB1148
 AB1148.The horizontal coordinates were scaled from a topographic map and have
 AB1148.an estimated accuracy of +/- 6 seconds.
 AB1148
 AB1148.The orthometric height was determined by differential leveling
 AB1148.and adjusted by the National Geodetic Survey in June 1991..
 AB1148
 AB1148.The geoid height was determined by GEOID03.
 AB1148
 AB1148.The dynamic height is computed by dividing the NAVD 88
 AB1148.geopotential number by the normal gravity value computed on the
 AB1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1148.degrees latitude (g = 980.6199 gals.).
 AB1148
 AB1148.The modeled gravity was interpolated from observed gravity values.
 AB1148
 AB1148;                    North         East    Units  Estimated Accuracy
 AB1148;SPC TX S     - 5,103,300.      359,980.      MT  (+/- 180 meters Scaled)
 AB1148
 AB1148                          SUPERSEDED SURVEY CONTROL
 AB1148
 AB1148  NGVD 29 (??/??/92)   13.297  (m)           43.63   (f) ADJ UNCH    2 0
 AB1148
 AB1148.Superseded values are not recommended for survey control.
 AB1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1148.See file dsdata.txt to determine how the superseded data were derived.
 AB1148
 AB1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ097423(NAD 83)
 AB1148_MARKER: DB = BENCH MARK DISK
 AB1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1148_STAMPING: W 620 1942
 AB1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1148+STABILITY: SURFACE MOTION
 AB1148
 AB1148  HISTORY     - Date     Condition        Report By
 AB1148  HISTORY     - 1942     MONUMENTED       CGS
 AB1148
 AB1148                          STATION DESCRIPTION
 AB1148
 AB1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1148'13.3 MI NW FROM RAYMONDVILLE.
 AB1148'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1148'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1148'NORTHERLY 2.5 MILES, THENCE WESTERLY 1.MILE, THENCE NORTHERLY 0.6
 AB1148'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 6. MILES ALONG
 AB1148'RANCH ROAD LEADING PAST LA TORDILLA RANCH HOUSE TO THE SITE OF THE
 AB1148'BENCH MARK.  BENCH MARK IS ABOUT 1.9 MILES NORTH OF RANCH HOUSE ALONG
 AB1148'ROAD LEADING TO SANTA FE SCHOOL AND ABOUT 400. FEET SOUTH OF FORK IN
 AB1148'ROAD.  IT IS 25. FEET WEST OF AND ABOUT THE SAME ELEVATION AS ROAD,
 AB1148'18. FEET EAST OF A LARGE MESQUITE TREE AND 3. FEET SOUTH OF A 4X4-INCH
 AB1148'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0368 ***********************************************************************
 AJ0368  DESIGNATION -  W 621
 AJ0368  PID         -  AJ0368
 AJ0368  STATE/COUNTY-  TX/DUVAL
 AJ0368  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0368
 AJ0368                         *CURRENT SURVEY CONTROL
 AJ0368  ___________________________________________________________________
 AJ0368* NAD 83(1986)-  27 27 14.     (N)    098 24 10.     (W)     SCALED    
 AJ0368* NAVD 88     -       103.012  (meters)     337.97   (feet)  ADJUSTED  
 AJ0368  ___________________________________________________________________
 AJ0368  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AJ0368  DYNAMIC HT  -         102.850 (meters)     337.43  (feet)  COMP
 AJ0368  MODELED GRAV-     979,069.8   (mgal)                       NAVD 88
 AJ0368
 AJ0368  VERT ORDER  -  SECOND    CLASS 0
 AJ0368
 AJ0368.The horizontal coordinates were scaled from a topographic map and have
 AJ0368.an estimated accuracy of +/- 6 seconds.
 AJ0368
 AJ0368.The orthometric height was determined by differential leveling
 AJ0368.and adjusted by the National Geodetic Survey in June 1991..
 AJ0368
 AJ0368.The geoid height was determined by GEOID03.
 AJ0368
 AJ0368.The dynamic height is computed by dividing the NAVD 88
 AJ0368.geopotential number by the normal gravity value computed on the
 AJ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0368.degrees latitude (g = 980.6199 gals.).
 AJ0368
 AJ0368.The modeled gravity was interpolated from observed gravity values.
 AJ0368
 AJ0368;                    North         East    Units  Estimated Accuracy
 AJ0368;SPC TX S     - 5,198,020.      309,610.      MT  (+/- 180 meters Scaled)
 AJ0368
 AJ0368                          SUPERSEDED SURVEY CONTROL
 AJ0368
 AJ0368  NGVD 29 (??/??/92)  103.096  (m)          338.24   (f) ADJ UNCH    2 0
 AJ0368
 AJ0368.Superseded values are not recommended for survey control.
 AJ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0368.See file dsdata.txt to determine how the superseded data were derived.
 AJ0368
 AJ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR590368(NAD 83)
 AJ0368_MARKER: DB = BENCH MARK DISK
 AJ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0368_STAMPING: W 621 1942
 AJ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0368+STABILITY: SURFACE MOTION
 AJ0368
 AJ0368  HISTORY     - Date     Condition        Report By
 AJ0368  HISTORY     - 1942     MONUMENTED       CGS
 AJ0368
 AJ0368                          STATION DESCRIPTION
 AJ0368
 AJ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0368'10.8 MI S FROM BENAVIDES.
 AJ0368'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0368'BENAVIDES-- PROCEED 10.8 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339
 AJ0368'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTHWEST
 AJ0368'OF A CATTLE GUARD ACROSS HIGHWAY, AT AN 2 S CURVE AND 100.0 FEET WEST
 AJ0368'OF A FENCE.  IT IS 30.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 AJ0368'AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AJ0368'PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0407 ***********************************************************************
 AJ0407  DESIGNATION -  W 624
 AJ0407  PID         -  AJ0407
 AJ0407  STATE/COUNTY-  TX/BROOKS
 AJ0407  USGS QUAD   -  FALFURRIAS (1963)
 AJ0407
 AJ0407                         *CURRENT SURVEY CONTROL
 AJ0407  ___________________________________________________________________
 AJ0407* NAD 83(1986)-  27 11 25.     (N)    098 11 31.     (W)     SCALED    
 AJ0407* NAVD 88     -        39.857  (meters)     130.76   (feet)  ADJUSTED  
 AJ0407  ___________________________________________________________________
 AJ0407  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AJ0407  DYNAMIC HT  -          39.794 (meters)     130.56  (feet)  COMP
 AJ0407  MODELED GRAV-     979,063.2   (mgal)                       NAVD 88
 AJ0407
 AJ0407  VERT ORDER  -  SECOND    CLASS 0
 AJ0407
 AJ0407.The horizontal coordinates were scaled from a topographic map and have
 AJ0407.an estimated accuracy of +/- 6 seconds.
 AJ0407
 AJ0407.The orthometric height was determined by differential leveling
 AJ0407.and adjusted by the National Geodetic Survey in June 1991..
 AJ0407
 AJ0407.The geoid height was determined by GEOID03.
 AJ0407
 AJ0407.The dynamic height is computed by dividing the NAVD 88
 AJ0407.geopotential number by the normal gravity value computed on the
 AJ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0407.degrees latitude (g = 980.6199 gals.).
 AJ0407
 AJ0407.The modeled gravity was interpolated from observed gravity values.
 AJ0407
 AJ0407;                    North         East    Units  Estimated Accuracy
 AJ0407;SPC TX S     - 5,168,840.      330,520.      MT  (+/- 180 meters Scaled)
 AJ0407
 AJ0407                          SUPERSEDED SURVEY CONTROL
 AJ0407
 AJ0407  NGVD 29 (??/??/92)   39.95   (m)          131.1    (f) COMPUTED    2 0
 AJ0407
 AJ0407.Superseded values are not recommended for survey control.
 AJ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0407.See file dsdata.txt to determine how the superseded data were derived.
 AJ0407
 AJ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR800077(NAD 83)
 AJ0407_MARKER: DB = BENCH MARK DISK
 AJ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0407_STAMPING: W 624 1942
 AJ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0407+STABILITY: SURFACE MOTION
 AJ0407
 AJ0407  HISTORY     - Date     Condition        Report By
 AJ0407  HISTORY     - 1942     MONUMENTED       CGS
 AJ0407
 AJ0407                          STATION DESCRIPTION
 AJ0407
 AJ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0407'5.0 MI SW FROM FALFURRIAS.
 AJ0407'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILE
 AJ0407'SOUTH ALONG STATE HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AJ0407'WEST.  THENCE GO 2.6 MILES SOUTHWESTERLY ALONG ROAD TO INTERSECTION OF
 AJ0407'EAST-WEST ROAD.  THENCE, GO 2.0 MILES WEST ALONG ROAD TO THE SITE OF
 AJ0407'THE BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST OF CATTLE GUARD
 AJ0407'ACROSS THE ROAD, 30.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AJ0407'CENTERLINE OF THE ROAD.  IT IS 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AJ0407'MARKER POST AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.4
 AJ0407'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0408 ***********************************************************************
 AJ0408  DESIGNATION -  W 624 RESET 1955
 AJ0408  PID         -  AJ0408
 AJ0408  STATE/COUNTY-  TX/BROOKS
 AJ0408  USGS QUAD   -  FALFURRIAS (1963)
 AJ0408
 AJ0408                         *CURRENT SURVEY CONTROL
 AJ0408  ___________________________________________________________________
 AJ0408* NAD 83(1986)-  27 11 25.     (N)    098 11 31.     (W)     SCALED    
 AJ0408* NAVD 88     -        39.92   (meters)     131.0    (feet)  RESET     
 AJ0408  ___________________________________________________________________
 AJ0408  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AJ0408
 AJ0408  VERT ORDER  -  THIRD
 AJ0408
 AJ0408.The horizontal coordinates were scaled from a topographic map and have
 AJ0408.an estimated accuracy of +/- 6 seconds.
 AJ0408
 AJ0408.The orthometric height was computed from unverified reset data.
 AJ0408
 AJ0408.The geoid height was determined by GEOID03.
 AJ0408
 AJ0408;                    North         East    Units  Estimated Accuracy
 AJ0408;SPC TX S     - 5,168,840.      330,520.      MT  (+/- 180 meters Scaled)
 AJ0408
 AJ0408                          SUPERSEDED SURVEY CONTROL
 AJ0408
 AJ0408.No superseded survey control is available for this station.
 AJ0408
 AJ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR800077(NAD 83)
 AJ0408_MARKER: DB = BENCH MARK DISK
 AJ0408_SETTING: 0 = UNSPECIFIED SETTING
 AJ0408_STAMPING: W 624 RESET 1955
 AJ0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0408
 AJ0408  HISTORY     - Date     Condition        Report By
 AJ0408  HISTORY     - 1955     MONUMENTED       CGS
 AJ0408  HISTORY     - 1962     GOOD             USGS
 AJ0408
 AJ0408                          STATION DESCRIPTION
 AJ0408
 AJ0408'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ0408'5.0 MI SW FROM FALFURRIAS.
 AJ0408'FROM COURTHOUSE AT FALFURRIAS, BROOKS COUNTY, TWO BLOCKS SOUTH THENCE
 AJ0408'0.7 MILE WEST ON BLUCHER ST., THENCE 2.1 MILES SOUTH ON PAVED ROAD,
 AJ0408'THENCE 1.6 MILE WEST ON A PAVED ROAD.  0.3 MILE WEST OF A FENCE LINE
 AJ0408'NORTH, 39 FEET NORTH OF CENTERLINE OF ROAD IN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0448 ***********************************************************************
 AJ0448  DESIGNATION -  W 626
 AJ0448  PID         -  AJ0448
 AJ0448  STATE/COUNTY-  TX/JIM HOGG
 AJ0448  USGS QUAD   -  PALOMAS RANCH SW (1968)
 AJ0448
 AJ0448                         *CURRENT SURVEY CONTROL
 AJ0448  ___________________________________________________________________
 AJ0448* NAD 83(1986)-  27 06 16.     (N)    098 27 09.     (W)     SCALED    
 AJ0448* NAVD 88     -       106.281  (meters)     348.69   (feet)  ADJUSTED  
 AJ0448  ___________________________________________________________________
 AJ0448  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AJ0448  DYNAMIC HT  -         106.111 (meters)     348.13  (feet)  COMP
 AJ0448  MODELED GRAV-     979,044.0   (mgal)                       NAVD 88
 AJ0448
 AJ0448  VERT ORDER  -  SECOND    CLASS 0
 AJ0448
 AJ0448.The horizontal coordinates were scaled from a topographic map and have
 AJ0448.an estimated accuracy of +/- 6 seconds.
 AJ0448
 AJ0448.The orthometric height was determined by differential leveling
 AJ0448.and adjusted by the National Geodetic Survey in June 1991..
 AJ0448
 AJ0448.The geoid height was determined by GEOID03.
 AJ0448
 AJ0448.The dynamic height is computed by dividing the NAVD 88
 AJ0448.geopotential number by the normal gravity value computed on the
 AJ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0448.degrees latitude (g = 980.6199 gals.).
 AJ0448
 AJ0448.The modeled gravity was interpolated from observed gravity values.
 AJ0448
 AJ0448;                    North         East    Units  Estimated Accuracy
 AJ0448;SPC TX S     - 5,159,290.      304,710.      MT  (+/- 180 meters Scaled)
 AJ0448
 AJ0448                          SUPERSEDED SURVEY CONTROL
 AJ0448
 AJ0448  NGVD 29 (??/??/92)  106.341  (m)          348.89   (f) ADJ UNCH    2 0
 AJ0448
 AJ0448.Superseded values are not recommended for survey control.
 AJ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0448.See file dsdata.txt to determine how the superseded data were derived.
 AJ0448
 AJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ542981(NAD 83)
 AJ0448_MARKER: DB = BENCH MARK DISK
 AJ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0448_STAMPING: W 626 1942
 AJ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0448+STABILITY: SURFACE MOTION
 AJ0448
 AJ0448  HISTORY     - Date     Condition        Report By
 AJ0448  HISTORY     - 1942     MONUMENTED       CGS
 AJ0448
 AJ0448                          STATION DESCRIPTION
 AJ0448
 AJ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0448'7.1 MI NE FROM ALTAVISTA.
 AJ0448'TO REACH FROM THE W.W.JONES RANCH HOUSE AT ALTAVISTA-- PROCEED 7.1
 AJ0448'MILES NORTHEASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AJ0448'BENCH MARK IS 15.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0448'CENTERLINE OF THE ROAD, 30.0 FEET EAST OF A SMALL BUNCH OF MESQUITE
 AJ0448'TREES AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE
 AJ0448'MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0139 ***********************************************************************
 AE0139  DESIGNATION -  W 627
 AE0139  PID         -  AE0139
 AE0139  STATE/COUNTY-  TX/BROOKS
 AE0139  USGS QUAD   -  ENCINO (1982)
 AE0139
 AE0139                         *CURRENT SURVEY CONTROL
 AE0139  ___________________________________________________________________
 AE0139* NAD 83(1986)-  26 53 21.     (N)    098 08 54.     (W)     SCALED    
 AE0139* NAVD 88     -        39.010  (meters)     127.99   (feet)  ADJUSTED  
 AE0139  ___________________________________________________________________
 AE0139  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AE0139  DYNAMIC HT  -          38.948 (meters)     127.78  (feet)  COMP
 AE0139  MODELED GRAV-     979,047.4   (mgal)                       NAVD 88
 AE0139
 AE0139  VERT ORDER  -  SECOND    CLASS 0
 AE0139
 AE0139.The horizontal coordinates were scaled from a topographic map and have
 AE0139.an estimated accuracy of +/- 6 seconds.
 AE0139
 AE0139.The orthometric height was determined by differential leveling
 AE0139.and adjusted by the National Geodetic Survey in June 1991..
 AE0139
 AE0139.The geoid height was determined by GEOID03.
 AE0139
 AE0139.The dynamic height is computed by dividing the NAVD 88
 AE0139.geopotential number by the normal gravity value computed on the
 AE0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0139.degrees latitude (g = 980.6199 gals.).
 AE0139
 AE0139.The modeled gravity was interpolated from observed gravity values.
 AE0139
 AE0139;                    North         East    Units  Estimated Accuracy
 AE0139;SPC TX S     - 5,135,490.      334,940.      MT  (+/- 180 meters Scaled)
 AE0139
 AE0139                          SUPERSEDED SURVEY CONTROL
 AE0139
 AE0139  NGVD 29 (??/??/92)   39.109  (m)          128.31   (f) ADJ UNCH    2 0
 AE0139
 AE0139.Superseded values are not recommended for survey control.
 AE0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0139.See file dsdata.txt to determine how the superseded data were derived.
 AE0139
 AE0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ845744(NAD 83)
 AE0139_MARKER: DB = BENCH MARK DISK
 AE0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0139_STAMPING: W 627 1942
 AE0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0139+STABILITY: SURFACE MOTION
 AE0139
 AE0139  HISTORY     - Date     Condition        Report By
 AE0139  HISTORY     - 1942     MONUMENTED       CGS
 AE0139  HISTORY     - 1963     POOR             USGS
 AE0139
 AE0139                          STATION DESCRIPTION
 AE0139
 AE0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0139'IN RACHAL.
 AE0139'BENCH MARK IS ABOUT 0.2 MILE SOUTH OF THE SOUTHERN PACIFIC RAILROAD
 AE0139'STATION AT RACHAL, AT A GRADE CROSSING AND 50.0 FEET WEST OF AND ABOUT
 AE0139'THE SAME ELEVATION AS THE CENTERLINE OF THE TRACKS.  IT IS 29.0 FEET
 AE0139'SOUTH OF THE CENTERLINE OF SIDE ROAD, 3.0 FEET WEST OF A 4X4-INCH
 AE0139'WOODEN MARKER POST AND 2.0 FEET NORTH OF A FENCE CORNER. THE MONUMENT
 AE0139'PROJECTS 0.3 FOOT.
 AE0139
 AE0139                          STATION RECOVERY (1963)
 AE0139
 AE0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AE0139'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0112 ***********************************************************************
 AE0112  DESIGNATION -  W 628
 AE0112  PID         -  AE0112
 AE0112  STATE/COUNTY-  TX/JIM HOGG
 AE0112  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0112
 AE0112                         *CURRENT SURVEY CONTROL
 AE0112  ___________________________________________________________________
 AE0112* NAD 83(1986)-  26 57 34.     (N)    098 28 23.     (W)     SCALED    
 AE0112* NAVD 88     -        98.184  (meters)     322.13   (feet)  ADJUSTED  
 AE0112  ___________________________________________________________________
 AE0112  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AE0112  DYNAMIC HT  -          98.026 (meters)     321.61  (feet)  COMP
 AE0112  MODELED GRAV-     979,031.6   (mgal)                       NAVD 88
 AE0112
 AE0112  VERT ORDER  -  SECOND    CLASS 0
 AE0112
 AE0112.The horizontal coordinates were scaled from a topographic map and have
 AE0112.an estimated accuracy of +/- 6 seconds.
 AE0112
 AE0112.The orthometric height was determined by differential leveling
 AE0112.and adjusted by the National Geodetic Survey in June 1991..
 AE0112
 AE0112.The geoid height was determined by GEOID03.
 AE0112
 AE0112.The dynamic height is computed by dividing the NAVD 88
 AE0112.geopotential number by the normal gravity value computed on the
 AE0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0112.degrees latitude (g = 980.6199 gals.).
 AE0112
 AE0112.The modeled gravity was interpolated from observed gravity values.
 AE0112
 AE0112;                    North         East    Units  Estimated Accuracy
 AE0112;SPC TX S     - 5,143,230.      302,680.      MT  (+/- 180 meters Scaled)
 AE0112
 AE0112                          SUPERSEDED SURVEY CONTROL
 AE0112
 AE0112  NGVD 29 (??/??/92)   98.234  (m)          322.29   (f) ADJ UNCH    2 0
 AE0112
 AE0112.Superseded values are not recommended for survey control.
 AE0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0112.See file dsdata.txt to determine how the superseded data were derived.
 AE0112
 AE0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ523820(NAD 83)
 AE0112_MARKER: DB = BENCH MARK DISK
 AE0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0112_STAMPING: W 628 1942
 AE0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0112+STABILITY: SURFACE MOTION
 AE0112
 AE0112  HISTORY     - Date     Condition        Report By
 AE0112  HISTORY     - 1942     MONUMENTED       CGS
 AE0112
 AE0112                          STATION DESCRIPTION
 AE0112
 AE0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0112'7.4 MI SE FROM ALTAVISTA.
 AE0112'TO REACH FROM THE ALTAVISTA POST OFFICE AT WW. JONES RANCH HOUSE--
 AE0112'PROCEED 5.4 MILES SOUTHERLY ALONG ROAD TO THE INTERSECTION OF ROAD
 AE0112'LEADING EAST.  THENCE, GO 2.0 MILES SOUTHEASTERLY ALONG TRACK ROAD TO
 AE0112'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 200.0 FEET SOUTH OF A
 AE0112'CURVE IN ROAD, 16.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AE0112'CENTERLINE OF THE ROAD AND 2.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AE0112'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0037 ***********************************************************************
 AE0037  DESIGNATION -  W 629 RESET 1950
 AE0037  PID         -  AE0037
 AE0037  STATE/COUNTY-  TX/STARR
 AE0037  USGS QUAD   -  SAN ISIDRO (1993)
 AE0037
 AE0037                         *CURRENT SURVEY CONTROL
 AE0037  ___________________________________________________________________
 AE0037* NAD 83(1986)-  26 42 43.     (N)    098 26 21.     (W)     SCALED    
 AE0037* NAVD 88     -        83.46   (meters)     273.8    (feet)  RESET     
 AE0037  ___________________________________________________________________
 AE0037  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AE0037
 AE0037  VERT ORDER  -  THIRD
 AE0037
 AE0037.The horizontal coordinates were scaled from a topographic map and have
 AE0037.an estimated accuracy of +/- 6 seconds.
 AE0037
 AE0037.The orthometric height was computed from unverified reset data.
 AE0037
 AE0037.The geoid height was determined by GEOID03.
 AE0037
 AE0037;                    North         East    Units  Estimated Accuracy
 AE0037;SPC TX S     - 5,115,810.      306,050.      MT  (+/- 180 meters Scaled)
 AE0037
 AE0037                          SUPERSEDED SURVEY CONTROL
 AE0037
 AE0037.No superseded survey control is available for this station.
 AE0037
 AE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ557546(NAD 83)
 AE0037_MARKER: DB = BENCH MARK DISK
 AE0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0037_STAMPING: W 629 RESET 1950
 AE0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0037+STABILITY: SURFACE MOTION
 AE0037
 AE0037  HISTORY     - Date     Condition        Report By
 AE0037  HISTORY     - 1950     MONUMENTED       CGS
 AE0037  HISTORY     - 1972     GOOD             USGS
 AE0037
 AE0037                          STATION DESCRIPTION
 AE0037
 AE0037'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AE0037'6.3 MI E FROM LA GLORIA.
 AE0037'5.3 MILES EAST ALONG FARM-TO-MARKET ROAD 1017 FROM THE INTERSECTION OF
 AE0037'FARM-TO-MARKET ROAD 755 AT LA GLORIA, STARR COUNTY, 1.0 MILES EAST OF
 AE0037'THE SCHOOLHOUSE AT SAN ISIDRO, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY,
 AE0037'1 FOOT NORTH OF A WITNESS POST, 18 FOOT EAST OF AND ACROSS THE ROAD
 AE0037'FROM THE WEST BOUNDARY FENCE OF A SMALL CEMETERY, AND 0.2 FOOT BELOW
 AE0037'THE SURFACE OF THE GROUND.  A STANDARD DISK, STAMPED W 629 RESET 1950
 AE0037'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0076 ***********************************************************************
 AE0076  DESIGNATION -  W 630
 AE0076  PID         -  AE0076
 AE0076  STATE/COUNTY-  TX/HIDALGO
 AE0076  USGS QUAD   -  LINN SIDING (1982)
 AE0076
 AE0076                         *CURRENT SURVEY CONTROL
 AE0076  ___________________________________________________________________
 AE0076* NAD 83(1986)-  26 33 58.     (N)    098 08 22.     (W)     SCALED    
 AE0076* NAVD 88     -        21.564  (meters)      70.75   (feet)  ADJUSTED  
 AE0076  ___________________________________________________________________
 AE0076  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AE0076  DYNAMIC HT  -          21.529 (meters)      70.63  (feet)  COMP
 AE0076  MODELED GRAV-     979,038.1   (mgal)                       NAVD 88
 AE0076
 AE0076  VERT ORDER  -  SECOND    CLASS 0
 AE0076
 AE0076.The horizontal coordinates were scaled from a topographic map and have
 AE0076.an estimated accuracy of +/- 6 seconds.
 AE0076
 AE0076.The orthometric height was determined by differential leveling
 AE0076.and adjusted by the National Geodetic Survey in June 1991..
 AE0076
 AE0076.The geoid height was determined by GEOID03.
 AE0076
 AE0076.The dynamic height is computed by dividing the NAVD 88
 AE0076.geopotential number by the normal gravity value computed on the
 AE0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0076.degrees latitude (g = 980.6199 gals.).
 AE0076
 AE0076.The modeled gravity was interpolated from observed gravity values.
 AE0076
 AE0076;                    North         East    Units  Estimated Accuracy
 AE0076;SPC TX S     - 5,099,700.      335,920.      MT  (+/- 180 meters Scaled)
 AE0076
 AE0076                          SUPERSEDED SURVEY CONTROL
 AE0076
 AE0076  NGVD 29 (??/??/92)   21.674  (m)           71.11   (f) ADJ UNCH    2 0
 AE0076
 AE0076.Superseded values are not recommended for survey control.
 AE0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0076.See file dsdata.txt to determine how the superseded data were derived.
 AE0076
 AE0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ857386(NAD 83)
 AE0076_MARKER: DB = BENCH MARK DISK
 AE0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0076_STAMPING: W 630 1942
 AE0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0076+STABILITY: SURFACE MOTION
 AE0076
 AE0076  HISTORY     - Date     Condition        Report By
 AE0076  HISTORY     - 1942     MONUMENTED       CGS
 AE0076  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0076
 AE0076                          STATION DESCRIPTION
 AE0076
 AE0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0076'IN LINN.
 AE0076'BENCH MARK IS ABOUT 400.0 FEET NORTH OF THE SOUTHERN PACIFIC RAILROAD
 AE0076'STATION AT LINN, 39.0 FEET EAST OF AND ABOUT 2.0 FEET BELOW THE
 AE0076'CENTERLINE OF THE TRACKS AND 42.0 FEET SOUTH OF AND ABOUT THE SAME
 AE0076'ELEVATION AS THE CENTERLINE OF DIRT ROAD LEADING WEST.  IT IS 5.0 FEET
 AE0076'SOUTH OF A TELEPHONE POLE AND 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AE0076'MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0076
 AE0076                          STATION RECOVERY (1961)
 AE0076
 AE0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AE0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0543 ***********************************************************************
 AH0543  DESIGNATION -  W 632
 AH0543  PID         -  AH0543
 AH0543  STATE/COUNTY-  TX/KLEBERG
 AH0543  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0543
 AH0543                         *CURRENT SURVEY CONTROL
 AH0543  ___________________________________________________________________
 AH0543* NAD 83(1986)-  27 26 53.     (N)    097 36 13.     (W)     SCALED    
 AH0543* NAVD 88     -         8.185  (meters)      26.85   (feet)  ADJUSTED  
 AH0543  ___________________________________________________________________
 AH0543  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AH0543  DYNAMIC HT  -           8.172 (meters)      26.81  (feet)  COMP
 AH0543  MODELED GRAV-     979,107.9   (mgal)                       NAVD 88
 AH0543
 AH0543  VERT ORDER  -  SECOND    CLASS 0
 AH0543
 AH0543.The horizontal coordinates were scaled from a topographic map and have
 AH0543.an estimated accuracy of +/- 6 seconds.
 AH0543
 AH0543.The orthometric height was determined by differential leveling
 AH0543.and adjusted by the National Geodetic Survey in June 1991..
 AH0543
 AH0543.The geoid height was determined by GEOID03.
 AH0543
 AH0543.The dynamic height is computed by dividing the NAVD 88
 AH0543.geopotential number by the normal gravity value computed on the
 AH0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0543.degrees latitude (g = 980.6199 gals.).
 AH0543
 AH0543.The modeled gravity was interpolated from observed gravity values.
 AH0543
 AH0543;                    North         East    Units  Estimated Accuracy
 AH0543;SPC TX S     - 5,197,680.      388,610.      MT  (+/- 180 meters Scaled)
 AH0543
 AH0543                          SUPERSEDED SURVEY CONTROL
 AH0543
 AH0543  NGVD 29 (??/??/92)    8.317  (m)           27.29   (f) ADJ UNCH    2 0
 AH0543
 AH0543.Superseded values are not recommended for survey control.
 AH0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0543.See file dsdata.txt to determine how the superseded data were derived.
 AH0543
 AH0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR379368(NAD 83)
 AH0543_MARKER: DB = BENCH MARK DISK
 AH0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0543_STAMPING: W 632 1942
 AH0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0543+STABILITY: SURFACE MOTION
 AH0543
 AH0543  HISTORY     - Date     Condition        Report By
 AH0543  HISTORY     - 1942     MONUMENTED       CGS
 AH0543  HISTORY     - 1949     GOOD             NGS
 AH0543
 AH0543                          STATION DESCRIPTION
 AH0543
 AH0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0543'9.9 MI SW FROM LAURELES RANCH.
 AH0543'LOCATED ON KING RANCH, 9.9 MILES SW OF LAURELES RANCH HEADQUARTERS. TO
 AH0543'REACH FROM LAURELES RANCH HEADQUARTERS, PROCEED 3.0 MILES W ALONG
 AH0543'ASPHALT ROAD TO Y INTERSECTION, TURN S ON GRADED ROAD 4.7 MILES TO
 AH0543'FORK IN ROAD, TURN RIGHT AT FORK GO 2.0 MILE TO GATE IN N-S FENCE,
 AH0543'PASS THROUGH GATE AND GO 0.6 MILE SOUTHERLY ALONG W SIDE OF FENCE.
 AH0543'ABOUT 0.1 MILE N OF WHERE ROAD BEARS AWAY FROM FENCE, 15 FT. E OF
 AH0543'CENTERLINE OF ROAD, 3 FT. S OF WITNESS POST, AND 1 FT. W OF FENCE.
 AH0543'STANDARD DISK STAMPED W 632 1942 SET IN TOP OF A 6X6 INCH CONCRETE
 AH0543'MONUMENT PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0432 ***********************************************************************
 AH0432  DESIGNATION -  W 633
 AH0432  PID         -  AH0432
 AH0432  STATE/COUNTY-  TX/KLEBERG
 AH0432  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0432
 AH0432                         *CURRENT SURVEY CONTROL
 AH0432  ___________________________________________________________________
 AH0432* NAD 83(1986)-  27 30 50.     (N)    097 28 45.     (W)     SCALED    
 AH0432* NAVD 88     -         8.223  (meters)      26.98   (feet)  ADJUSTED  
 AH0432  ___________________________________________________________________
 AH0432  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AH0432  DYNAMIC HT  -           8.211 (meters)      26.94  (feet)  COMP
 AH0432  MODELED GRAV-     979,116.1   (mgal)                       NAVD 88
 AH0432
 AH0432  VERT ORDER  -  SECOND    CLASS 0
 AH0432
 AH0432.The horizontal coordinates were scaled from a topographic map and have
 AH0432.an estimated accuracy of +/- 6 seconds.
 AH0432
 AH0432.The orthometric height was determined by differential leveling
 AH0432.and adjusted by the National Geodetic Survey in June 1991..
 AH0432
 AH0432.The geoid height was determined by GEOID03.
 AH0432
 AH0432.The dynamic height is computed by dividing the NAVD 88
 AH0432.geopotential number by the normal gravity value computed on the
 AH0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0432.degrees latitude (g = 980.6199 gals.).
 AH0432
 AH0432.The modeled gravity was interpolated from observed gravity values.
 AH0432
 AH0432;                    North         East    Units  Estimated Accuracy
 AH0432;SPC TX S     - 5,205,070.      400,850.      MT  (+/- 180 meters Scaled)
 AH0432
 AH0432                          SUPERSEDED SURVEY CONTROL
 AH0432
 AH0432  NGVD 29 (??/??/92)    8.355  (m)           27.41   (f) ADJ UNCH    2 0
 AH0432
 AH0432.Superseded values are not recommended for survey control.
 AH0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0432.See file dsdata.txt to determine how the superseded data were derived.
 AH0432
 AH0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR502442(NAD 83)
 AH0432_MARKER: DB = BENCH MARK DISK
 AH0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0432_STAMPING: W 633 1942
 AH0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0432+STABILITY: SURFACE MOTION
 AH0432
 AH0432  HISTORY     - Date     Condition        Report By
 AH0432  HISTORY     - 1942     MONUMENTED       CGS
 AH0432  HISTORY     - 1949     GOOD             NGS
 AH0432  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0432
 AH0432                          STATION DESCRIPTION
 AH0432
 AH0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0432'2.8 MI SE FROM KING RANCH.
 AH0432'2.8 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE LAURELES DIVISION
 AH0432'HEADQUARTERS OF THE KING RANCH, KLEBERG COUNTY, 1.0 MILE WEST OF
 AH0432'OUTLYING FIELD 12 (ABANDONED), 0.15 MILE SOUTHEAST OF A SMALL CONCRETE
 AH0432'CULVERT, 33 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 AH0432'THE ROAD, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST. A STANDARD
 AH0432'DISK, STAMPED W 633 1942 AND SET IN THE TOP OF A 6-INCH SQUARE
 AH0432'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AH0432
 AH0432                          STATION RECOVERY (1969)
 AH0432
 AH0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0607 ***********************************************************************
 AH0607  DESIGNATION -  W 636
 AH0607  PID         -  AH0607
 AH0607  STATE/COUNTY-  TX/KENEDY
 AH0607  USGS QUAD   -  SARITA (1979)
 AH0607
 AH0607                         *CURRENT SURVEY CONTROL
 AH0607  ___________________________________________________________________
 AH0607* NAD 83(1986)-  27 13 19.     (N)    097 46 19.     (W)     SCALED    
 AH0607* NAVD 88     -        10.574  (meters)      34.69   (feet)  ADJUSTED  
 AH0607  ___________________________________________________________________
 AH0607  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AH0607  DYNAMIC HT  -          10.557 (meters)      34.64  (feet)  COMP
 AH0607  MODELED GRAV-     979,092.7   (mgal)                       NAVD 88
 AH0607
 AH0607  VERT ORDER  -  FIRST     CLASS II
 AH0607
 AH0607.The horizontal coordinates were scaled from a topographic map and have
 AH0607.an estimated accuracy of +/- 6 seconds.
 AH0607
 AH0607.The orthometric height was determined by differential leveling
 AH0607.and adjusted by the National Geodetic Survey in June 1991..
 AH0607.WARNING-Repeat measurements at this control monument indicate possible
 AH0607.vertical movement.
 AH0607
 AH0607.The geoid height was determined by GEOID03.
 AH0607
 AH0607.The dynamic height is computed by dividing the NAVD 88
 AH0607.geopotential number by the normal gravity value computed on the
 AH0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0607.degrees latitude (g = 980.6199 gals.).
 AH0607
 AH0607.The modeled gravity was interpolated from observed gravity values.
 AH0607
 AH0607;                    North         East    Units  Estimated Accuracy
 AH0607;SPC TX S     - 5,172,520.      372,110.      MT  (+/- 180 meters Scaled)
 AH0607
 AH0607                          SUPERSEDED SURVEY CONTROL
 AH0607
 AH0607  NGVD 29 (??/??/92)   10.728  (m)           35.20   (f) ADJ UNCH    1 2
 AH0607
 AH0607.Superseded values are not recommended for survey control.
 AH0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0607.See file dsdata.txt to determine how the superseded data were derived.
 AH0607
 AH0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR216116(NAD 83)
 AH0607_MARKER: DB = BENCH MARK DISK
 AH0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0607_STAMPING: W 636 1942
 AH0607_MARK LOGO: CGS   
 AH0607_PROJECTION: FLUSH
 AH0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0607+STABILITY: SURFACE MOTION
 AH0607
 AH0607  HISTORY     - Date     Condition        Report By
 AH0607  HISTORY     - 1942     MONUMENTED       CGS
 AH0607  HISTORY     - 1950     GOOD             NGS
 AH0607  HISTORY     - 1981     GOOD             NGS
 AH0607
 AH0607                          STATION DESCRIPTION
 AH0607
 AH0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0607'1.2 MI E FROM SARITA.
 AH0607'TO REACH FROM THE POST OFFICE AT SARITA-- PROCEED 1.2 MILES EASTERLY
 AH0607'ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AH0607'0.1 MILE EAST OF A SMALL CULVERT, 30.0 FEET SOUTH OF AND ABOUT 2.0
 AH0607'FEET BELOW THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET WEST OF A FENCE
 AH0607'CORNER, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AH0607'NORTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH0607
 AH0607                          STATION RECOVERY (1950)
 AH0607
 AH0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AH0607'RECOVERED IN GOOD CONDITION.
 AH0607
 AH0607                          STATION RECOVERY (1981)
 AH0607
 AH0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0607'RECOVERED THIS DATE.  NOTE-1.2 METERS (4.0 FT) WEST OF A METAL
 AH0607'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0508 ***********************************************************************
 AE0508  DESIGNATION -  W 638
 AE0508  PID         -  AE0508
 AE0508  STATE/COUNTY-  TX/HIDALGO
 AE0508  USGS QUAD   -  ALTON (1963)
 AE0508
 AE0508                         *CURRENT SURVEY CONTROL
 AE0508  ___________________________________________________________________
 AE0508* NAD 83(1986)-  26 19 02.     (N)    098 16 29.     (W)     SCALED    
 AE0508* NAVD 88     -        44.425  (meters)     145.75   (feet)  ADJUSTED  
 AE0508  ___________________________________________________________________
 AE0508  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE0508  DYNAMIC HT  -          44.352 (meters)     145.51  (feet)  COMP
 AE0508  MODELED GRAV-     979,005.4   (mgal)                       NAVD 88
 AE0508
 AE0508  VERT ORDER  -  SECOND    CLASS 0
 AE0508
 AE0508.The horizontal coordinates were scaled from a topographic map and have
 AE0508.an estimated accuracy of +/- 6 seconds.
 AE0508
 AE0508.The orthometric height was determined by differential leveling
 AE0508.and adjusted by the National Geodetic Survey in June 1991..
 AE0508
 AE0508.The geoid height was determined by GEOID03.
 AE0508
 AE0508.The dynamic height is computed by dividing the NAVD 88
 AE0508.geopotential number by the normal gravity value computed on the
 AE0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0508.degrees latitude (g = 980.6199 gals.).
 AE0508
 AE0508.The modeled gravity was interpolated from observed gravity values.
 AE0508
 AE0508;                    North         East    Units  Estimated Accuracy
 AE0508;SPC TX S     - 5,072,100.      322,490.      MT  (+/- 180 meters Scaled)
 AE0508
 AE0508                          SUPERSEDED SURVEY CONTROL
 AE0508
 AE0508  NGVD 29 (??/??/92)   44.529  (m)          146.09   (f) ADJ UNCH    2 0
 AE0508
 AE0508.Superseded values are not recommended for survey control.
 AE0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0508.See file dsdata.txt to determine how the superseded data were derived.
 AE0508
 AE0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ723110(NAD 83)
 AE0508_MARKER: DB = BENCH MARK DISK
 AE0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0508_STAMPING: W 638 1942
 AE0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0508+STABILITY: SURFACE MOTION
 AE0508
 AE0508  HISTORY     - Date     Condition        Report By
 AE0508  HISTORY     - 1942     MONUMENTED       CGS
 AE0508  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0508
 AE0508                          STATION DESCRIPTION
 AE0508
 AE0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0508'7.0 MI W FROM EDINBURG.
 AE0508'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 7.0 MILES
 AE0508'WESTERLY ALONG STATE HIGHWAY NO. 107 TO RIGHT-ANGLE CURVE AND SITE OF
 AE0508'THE BENCH MARK.  BENCH MARK IS ABOUT 250.0 FEET WEST OF THE EAST END
 AE0508'OF SHARP CURVE IN HIGHWAY, 33.0 FEET NORTH OF THE CENTERLINE OF SIDE
 AE0508'ROAD AND 21.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0508'CENTERLINE OF THE HIGHWAY.  IT IS 4.0 FEET WEST OF A POWERLINE POLE
 AE0508'AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AE0508'PROJECTS 0.5 FOOT.
 AE0508
 AE0508                          STATION RECOVERY (1961)
 AE0508
 AE0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3310 ***********************************************************************
 AW3310  DESIGNATION -  W 639
 AW3310  PID         -  AW3310
 AW3310  STATE/COUNTY-  TX/HARRIS
 AW3310  USGS QUAD   -  FRIENDSWOOD (1995)
 AW3310
 AW3310                         *CURRENT SURVEY CONTROL
 AW3310  ___________________________________________________________________
 AW3310* NAD 83(1986)-  29 36 43.     (N)    095 11 14.     (W)     SCALED    
 AW3310* NAVD 88     -        11.77   (+/-2cm)      38.6    (feet)  VERTCON   
 AW3310  ___________________________________________________________________
 AW3310  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW3310
 AW3310  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3310
 AW3310.The horizontal coordinates were scaled from a topographic map and have
 AW3310.an estimated accuracy of +/- 6 seconds.
 AW3310
 AW3310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3310.The vertical order pertains to the NGVD 29 superseded value.
 AW3310
 AW3310.The geoid height was determined by GEOID03.
 AW3310
 AW3310;                    North         East    Units  Estimated Accuracy
 AW3310;SPC TXSC     - 4,203,140.      969,190.      MT  (+/- 180 meters Scaled)
 AW3310
 AW3310                          SUPERSEDED SURVEY CONTROL
 AW3310
 AW3310  NGVD 29 (??/??/92)   11.767  (m)           38.61   (f) ADJ UNCH    1 2
 AW3310
 AW3310.Superseded values are not recommended for survey control.
 AW3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3310.See file dsdata.txt to determine how the superseded data were derived.
 AW3310
 AW3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN882777(NAD 83)
 AW3310_MARKER: DB = BENCH MARK DISK
 AW3310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3310_SP_SET: BRIDGE
 AW3310_STAMPING: W 639 1942
 AW3310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3310
 AW3310  HISTORY     - Date     Condition        Report By
 AW3310  HISTORY     - 1942     MONUMENTED       CGS
 AW3310  HISTORY     - 1959     GOOD             NGS
 AW3310  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3310  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3310  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3310  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3310  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3310
 AW3310                          STATION DESCRIPTION
 AW3310
 AW3310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3310'1.0 MI SE FROM GENOA.
 AW3310'ABOUT 1.0 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW3310'RAILROAD FROM THE STATION AT GENOA, AT A SMALL CONCRETE HIGHWAY
 AW3310'BRIDGE, ABOUT 0.2 MILE SOUTHEAST OF A SPUR TRACK CROSSING STATE
 AW3310'HIGHWAY 3, 70 FEET SOUTH OF RAILROAD TRESTLE NO. 152 IN THE TOP OF THE
 AW3310'NORTH CONCRETE WING WALL OF THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY.
 AW3310
 AW3310                          STATION RECOVERY (1973)
 AW3310
 AW3310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3310'MARK NOT FOUND.
 AW3310
 AW3310                          STATION RECOVERY (1987)
 AW3310
 AW3310'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW3310'MARK NOT FOUND.
 AW3310
 AW3310                          STATION RECOVERY (1987)
 AW3310
 AW3310'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 AW3310'MARK NOT FOUND.
 AW3310
 AW3310                          STATION RECOVERY (1987)
 AW3310
 AW3310'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW3310'MARK NOT FOUND.
 AW3310
 AW3310                          STATION RECOVERY (1987)
 AW3310
 AW3310'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW3310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3311 ***********************************************************************
 AW3311  DESIGNATION -  W 639 RESET 1965
 AW3311  PID         -  AW3311
 AW3311  STATE/COUNTY-  TX/HARRIS
 AW3311  USGS QUAD   -  FRIENDSWOOD (1995)
 AW3311
 AW3311                         *CURRENT SURVEY CONTROL
 AW3311  ___________________________________________________________________
 AW3311* NAD 83(1986)-  29 36 42.     (N)    095 11 14.     (W)     SCALED    
 AW3311* NAVD 88     -        11.87   (+/-2cm)      38.9    (feet)  VERTCON   
 AW3311  ___________________________________________________________________
 AW3311  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW3311
 AW3311  VERT ORDER  -  THIRD (See Below)
 AW3311
 AW3311.The horizontal coordinates were scaled from a topographic map and have
 AW3311.an estimated accuracy of +/- 6 seconds.
 AW3311
 AW3311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3311.The vertical order pertains to the NGVD 29 superseded value.
 AW3311
 AW3311.The geoid height was determined by GEOID03.
 AW3311
 AW3311;                    North         East    Units  Estimated Accuracy
 AW3311;SPC TXSC     - 4,203,110.      969,190.      MT  (+/- 180 meters Scaled)
 AW3311
 AW3311                          SUPERSEDED SURVEY CONTROL
 AW3311
 AW3311  NGVD 29 (01/29/03)   11.87   (m)           38.9    (f) RESET       3  
 AW3311
 AW3311.Superseded values are not recommended for survey control.
 AW3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3311.See file dsdata.txt to determine how the superseded data were derived.
 AW3311
 AW3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN882777(NAD 83)
 AW3311_MARKER: DB = BENCH MARK DISK
 AW3311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3311_SP_SET: BRIDGE
 AW3311_STAMPING: W 639 RESET 1965
 AW3311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3311
 AW3311  HISTORY     - Date     Condition        Report By
 AW3311  HISTORY     - 1965     MONUMENTED       CGS
 AW3311  HISTORY     - 1966     GOOD             NGS
 AW3311  HISTORY     - 1974     GOOD             LOCSUR
 AW3311  HISTORY     - 20050828 MARK NOT FOUND   USPSQD
 AW3311
 AW3311                          STATION DESCRIPTION
 AW3311
 AW3311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AW3311'1.0 MI SE FROM GENOA.
 AW3311'ABOUT 1 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW3311'RAILROAD FROM THE STATION AT GENOA, AT A SMALL CONCRETE HIGHWAY
 AW3311'BRIDGE, ABOUT 0.2 MILE SOUTHEAST OF A SPUR TRACK CROSSING STATE
 AW3311'HIGHWAY 3, AND SET IN THE TOP OF THE EAST HEADWALL.
 AW3311
 AW3311                          STATION RECOVERY (1974)
 AW3311
 AW3311'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 AW3311'RECOVERED IN GOOD CONDITION.
 AW3311
 AW3311                          STATION RECOVERY (2005)
 AW3311
 AW3311'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3311'THE BRIDGE HAS BEEN REBUILT AND THE NEW ONE IS 80 FEET WIDE. THE MARK
 AW3311'IS NO LONGER AT THIS LOCATION.  THE AW3311 SHOULD BE DROPPED FROM THE
 AW3311'DATA BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2049 ***********************************************************************
 CS2049  DESIGNATION -  W 64
 CS2049  PID         -  CS2049
 CS2049  STATE/COUNTY-  TX/HILL
 CS2049  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2049
 CS2049                         *CURRENT SURVEY CONTROL
 CS2049  ___________________________________________________________________
 CS2049* NAD 83(1986)-  32 00 38.     (N)    097 07 52.     (W)     SCALED    
 CS2049* NAVD 88     -       192.278  (meters)     630.83   (feet)  ADJUSTED  
 CS2049  ___________________________________________________________________
 CS2049  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CS2049  DYNAMIC HT  -         192.042 (meters)     630.06  (feet)  COMP
 CS2049  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 CS2049
 CS2049  VERT ORDER  -  FIRST     CLASS II
 CS2049
 CS2049.The horizontal coordinates were scaled from a topographic map and have
 CS2049.an estimated accuracy of +/- 6 seconds.
 CS2049
 CS2049.The orthometric height was determined by differential leveling
 CS2049.and adjusted by the National Geodetic Survey in June 1991..
 CS2049
 CS2049.The geoid height was determined by GEOID03.
 CS2049
 CS2049.The dynamic height is computed by dividing the NAVD 88
 CS2049.geopotential number by the normal gravity value computed on the
 CS2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2049.degrees latitude (g = 980.6199 gals.).
 CS2049
 CS2049.The modeled gravity was interpolated from observed gravity values.
 CS2049
 CS2049;                    North         East    Units  Estimated Accuracy
 CS2049;SPC TXNC     - 2,038,980.      729,340.      MT  (+/- 180 meters Scaled)
 CS2049
 CS2049                          SUPERSEDED SURVEY CONTROL
 CS2049
 CS2049  NGVD 29 (??/??/92)  192.238  (m)          630.70   (f) ADJ UNCH    1 2
 CS2049
 CS2049.Superseded values are not recommended for survey control.
 CS2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2049.See file dsdata.txt to determine how the superseded data were derived.
 CS2049
 CS2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA765431(NAD 83)
 CS2049_MARKER: DB = BENCH MARK DISK
 CS2049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2049_SP_SET: COLUMN
 CS2049_STAMPING: W 64 ELEV 630.730 FT
 CS2049_MARK LOGO: CGS   
 CS2049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2049
 CS2049  HISTORY     - Date     Condition        Report By
 CS2049  HISTORY     - UNK      MONUMENTED       CGS
 CS2049  HISTORY     - 1952     GOOD             NGS
 CS2049  HISTORY     - 1980     GOOD             NGS
 CS2049  HISTORY     - 1983     GOOD             NGS
 CS2049  HISTORY     - 19950715 GOOD             USPSQD
 CS2049  HISTORY     - 20031011 GOOD             USPSQD
 CS2049
 CS2049                          STATION DESCRIPTION
 CS2049
 CS2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2049'IN HILLSBORO.
 CS2049'AT HILLSBORO, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF ELM AND
 CS2049'COVINGTON STREETS, SET IN THE TOP OF THE NORTHWEST CORNER OF THE BASE
 CS2049'OF THE WEST COLUMN OF THE OLD FARMERS NATIONAL BANK BUILDING WHICH IS
 CS2049'NOW OCCUPIED BY THE COLONIAL TRUST COMPANY, 29 FEET EAST OF THE
 CS2049'NORTHWEST CORNER OF THE BUILDING, 3 FEET ABOVE THE SIDEWALK.
 CS2049
 CS2049                          STATION RECOVERY (1980)
 CS2049
 CS2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2049'RECOVERED IN GOOD CONDITION.
 CS2049
 CS2049                          STATION RECOVERY (1983)
 CS2049
 CS2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2049'RECOVERED IN GOOD CONDITION.
 CS2049
 CS2049                          STATION RECOVERY (1995)
 CS2049
 CS2049'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2049'RECOVERED IN GOOD CONDITION.
 CS2049
 CS2049                          STATION RECOVERY (2003)
 CS2049
 CS2049'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS2049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2090 ***********************************************************************
 AW2090  DESIGNATION -  W 640
 AW2090  PID         -  AW2090
 AW2090  STATE/COUNTY-  TX/HARRIS
 AW2090  USGS QUAD   -  PASADENA (1995)
 AW2090
 AW2090                         *CURRENT SURVEY CONTROL
 AW2090  ___________________________________________________________________
 AW2090* NAD 83(1986)-  29 37 37.     (N)    095 11 15.     (W)     SCALED    
 AW2090* NAVD 88     -        13.02   (+/-2cm)      42.7    (feet)  VERTCON   
 AW2090  ___________________________________________________________________
 AW2090  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW2090
 AW2090  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2090
 AW2090.The horizontal coordinates were scaled from a topographic map and have
 AW2090.an estimated accuracy of +/- 6 seconds.
 AW2090
 AW2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2090.The vertical order pertains to the NGVD 29 superseded value.
 AW2090
 AW2090.The geoid height was determined by GEOID03.
 AW2090
 AW2090;                    North         East    Units  Estimated Accuracy
 AW2090;SPC TXSC     - 4,204,800.      969,110.      MT  (+/- 180 meters Scaled)
 AW2090
 AW2090                          SUPERSEDED SURVEY CONTROL
 AW2090
 AW2090  NGVD 29 (??/??/92)   13.018  (m)           42.71   (f) ADJ UNCH    1 2
 AW2090
 AW2090.Superseded values are not recommended for survey control.
 AW2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2090.See file dsdata.txt to determine how the superseded data were derived.
 AW2090
 AW2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN882794(NAD 83)
 AW2090_MARKER: DB = BENCH MARK DISK
 AW2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2090_STAMPING: W 640 1942
 AW2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2090+STABILITY: SURFACE MOTION
 AW2090
 AW2090  HISTORY     - Date     Condition        Report By
 AW2090  HISTORY     - 1942     MONUMENTED       CGS
 AW2090  HISTORY     - 1958     GOOD             NGS
 AW2090  HISTORY     - 1964     GOOD             NGS
 AW2090  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2090  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW2090  HISTORY     - 20030210 POOR             USPSQD
 AW2090  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AW2090
 AW2090                          STATION DESCRIPTION
 AW2090
 AW2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2090'0.7 MI E FROM GENOA.
 AW2090'ABOUT 0.7 MILE EAST ALONG THE GENOA-RED BLUFF ROAD FROM THE GALVESTON,
 AW2090'HOUSTON AND HENDERSON RAILROAD STATION AT GENOA, 28 FEET NORTH OF THE
 AW2090'CENTER LINE OF THE ROAD, 53 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AW2090'OF HOUSE NO. 637, 36 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 24
 AW2090'FEET WEST OF A POWER POLE, AND IN THE TOP OF A CONCRETE POST
 AW2090'PROJECTING 15 INCHES.
 AW2090
 AW2090                          STATION RECOVERY (1964)
 AW2090
 AW2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2090'RECOVERED IN GOOD CONDITION.
 AW2090
 AW2090                          STATION RECOVERY (1978)
 AW2090
 AW2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2090'NOT RECOVERED.  NOTE=PROPERTY OWNER STATED THAT THIS MARK WAS KNOCKED
 AW2090'OUT BY A TRUCK TEN YEARS AGO.
 AW2090
 AW2090                          STATION RECOVERY (1998)
 AW2090
 AW2090'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2090'MARK NOT FOUND.
 AW2090
 AW2090                          STATION RECOVERY (2003)
 AW2090
 AW2090'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2090'EXTENSIVE ROAD WIDENING AT THIS LOCATION.  MARK PROBABLY DESTROYED
 AW2090'DURING CONSTRUCTION.
 AW2090
 AW2090                          STATION RECOVERY (2005)
 AW2090
 AW2090'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0154 ***********************************************************************
 AE0154  DESIGNATION -  W 641
 AE0154  PID         -  AE0154
 AE0154  STATE/COUNTY-  TX/HIDALGO
 AE0154  USGS QUAD   -  LA REFORMA (1993)
 AE0154
 AE0154                         *CURRENT SURVEY CONTROL
 AE0154  ___________________________________________________________________
 AE0154* NAD 83(1986)-  26 42 05.     (N)    098 18 32.     (W)     SCALED    
 AE0154* NAVD 88     -        54.164  (meters)     177.70   (feet)  ADJUSTED  
 AE0154  ___________________________________________________________________
 AE0154  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AE0154  DYNAMIC HT  -          54.076 (meters)     177.41  (feet)  COMP
 AE0154  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 AE0154
 AE0154  VERT ORDER  -  SECOND    CLASS 0
 AE0154
 AE0154.The horizontal coordinates were scaled from a topographic map and have
 AE0154.an estimated accuracy of +/- 6 seconds.
 AE0154
 AE0154.The orthometric height was determined by differential leveling
 AE0154.and adjusted by the National Geodetic Survey in June 1991..
 AE0154
 AE0154.The geoid height was determined by GEOID03.
 AE0154
 AE0154.The dynamic height is computed by dividing the NAVD 88
 AE0154.geopotential number by the normal gravity value computed on the
 AE0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0154.degrees latitude (g = 980.6199 gals.).
 AE0154
 AE0154.The modeled gravity was interpolated from observed gravity values.
 AE0154
 AE0154;                    North         East    Units  Estimated Accuracy
 AE0154;SPC TX S     - 5,114,650.      319,020.      MT  (+/- 180 meters Scaled)
 AE0154
 AE0154                          SUPERSEDED SURVEY CONTROL
 AE0154
 AE0154  NGVD 29 (??/??/92)   54.258  (m)          178.01   (f) ADJ UNCH    2 0
 AE0154
 AE0154.Superseded values are not recommended for survey control.
 AE0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0154.See file dsdata.txt to determine how the superseded data were derived.
 AE0154
 AE0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ687535(NAD 83)
 AE0154_MARKER: DB = BENCH MARK DISK
 AE0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0154_STAMPING: W 641 1942
 AE0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0154+STABILITY: SURFACE MOTION
 AE0154
 AE0154  HISTORY     - Date     Condition        Report By
 AE0154  HISTORY     - 1942     MONUMENTED       CGS
 AE0154  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0154
 AE0154                          STATION DESCRIPTION
 AE0154
 AE0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0154'1.4 MI N FROM CIPRES.
 AE0154'TO REACH FROM THE POST OFFICE AT CIPRES-- PROCEED 1.4 MILES NORTHERLY
 AE0154'ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AE0154'0.1 MILE EAST OF GATE ACROSS THE ROAD, 21.0 FEET SOUTH OF AND ABOUT
 AE0154'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 64.0 FEET
 AE0154'NORTH OF PASTURE FENCE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0154'POST.  THE MONUMENT PROJECTS 0.4 FOOT.  NOTE-- THERE HAVE BEEN CHANGES
 AE0154'IN ROADS.
 AE0154
 AE0154                          STATION RECOVERY (1972)
 AE0154
 AE0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0979 ***********************************************************************
 AE0979  DESIGNATION -  W 642
 AE0979  PID         -  AE0979
 AE0979  STATE/COUNTY-  TX/STARR
 AE0979  USGS QUAD   -  RINCON (1993)
 AE0979
 AE0979                         *CURRENT SURVEY CONTROL
 AE0979  ___________________________________________________________________
 AE0979* NAD 83(1986)-  26 37 14.     (N)    098 31 46.     (W)     SCALED    
 AE0979* NAVD 88     -       125.497  (meters)     411.73   (feet)  ADJUSTED  
 AE0979  ___________________________________________________________________
 AE0979  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AE0979  DYNAMIC HT  -         125.291 (meters)     411.06  (feet)  COMP
 AE0979  MODELED GRAV-     979,004.4   (mgal)                       NAVD 88
 AE0979
 AE0979  VERT ORDER  -  SECOND    CLASS 0
 AE0979
 AE0979.The horizontal coordinates were scaled from a topographic map and have
 AE0979.an estimated accuracy of +/- 6 seconds.
 AE0979
 AE0979.The orthometric height was determined by differential leveling
 AE0979.and adjusted by the National Geodetic Survey in June 1991..
 AE0979
 AE0979.The geoid height was determined by GEOID03.
 AE0979
 AE0979.The dynamic height is computed by dividing the NAVD 88
 AE0979.geopotential number by the normal gravity value computed on the
 AE0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0979.degrees latitude (g = 980.6199 gals.).
 AE0979
 AE0979.The modeled gravity was interpolated from observed gravity values.
 AE0979
 AE0979;                    North         East    Units  Estimated Accuracy
 AE0979;SPC TX S     - 5,105,680.      297,070.      MT  (+/- 180 meters Scaled)
 AE0979
 AE0979                          SUPERSEDED SURVEY CONTROL
 AE0979
 AE0979  NGVD 29 (??/??/92)  125.559  (m)          411.94   (f) ADJ UNCH    2 0
 AE0979
 AE0979.Superseded values are not recommended for survey control.
 AE0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0979.See file dsdata.txt to determine how the superseded data were derived.
 AE0979
 AE0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ468444(NAD 83)
 AE0979_MARKER: DB = BENCH MARK DISK
 AE0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0979_STAMPING: W 642 1942
 AE0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0979+STABILITY: SURFACE MOTION
 AE0979
 AE0979  HISTORY     - Date     Condition        Report By
 AE0979  HISTORY     - 1942     MONUMENTED       CGS
 AE0979
 AE0979                          STATION DESCRIPTION
 AE0979
 AE0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0979'9.2 MI W FROM DELMITA.
 AE0979'TO REACH FROM THE POST OFFICE AT DELMITA-- PROCEED 1.3 MILES WEST
 AE0979'ALONG DIRT ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO 1.5 MILES
 AE0979'SOUTH ALONG ROAD TO SHARP CURVE.  THENCE, GO 6.4 MILES WESTERLY ALONG
 AE0979'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST
 AE0979'OF INTERSECTION OF ROAD LEADING SOUTH INTO PASTURE, 34.0 FEET NORTH OF
 AE0979'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND 3.0 FEET WEST
 AE0979'OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0980 ***********************************************************************
 AE0980  DESIGNATION -  W 642 RESET 1957
 AE0980  PID         -  AE0980
 AE0980  STATE/COUNTY-  TX/STARR
 AE0980  USGS QUAD   -  RINCON (1993)
 AE0980
 AE0980                         *CURRENT SURVEY CONTROL
 AE0980  ___________________________________________________________________
 AE0980* NAD 83(1986)-  26 37 13.     (N)    098 31 45.     (W)     SCALED    
 AE0980* NAVD 88     -       125.50   (meters)     411.7    (feet)  RESET     
 AE0980  ___________________________________________________________________
 AE0980  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AE0980
 AE0980  VERT ORDER  -  THIRD
 AE0980
 AE0980.The horizontal coordinates were scaled from a topographic map and have
 AE0980.an estimated accuracy of +/- 6 seconds.
 AE0980
 AE0980.The orthometric height was computed from unverified reset data.
 AE0980
 AE0980.The geoid height was determined by GEOID03.
 AE0980
 AE0980;                    North         East    Units  Estimated Accuracy
 AE0980;SPC TX S     - 5,105,650.      297,100.      MT  (+/- 180 meters Scaled)
 AE0980
 AE0980                          SUPERSEDED SURVEY CONTROL
 AE0980
 AE0980.No superseded survey control is available for this station.
 AE0980
 AE0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ468444(NAD 83)
 AE0980_MARKER: DB = BENCH MARK DISK
 AE0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0980_STAMPING: W 642 RESET 1957
 AE0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0980+STABILITY: SURFACE MOTION
 AE0980
 AE0980  HISTORY     - Date     Condition        Report By
 AE0980  HISTORY     - 1957     MONUMENTED       CGS
 AE0980  HISTORY     - 1973     GOOD             USGS
 AE0980
 AE0980                          STATION DESCRIPTION
 AE0980
 AE0980'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AE0980'9.2 MI SW FROM DELMITA.
 AE0980'BENCH MARK IS 9.1 MILES SOUTH AND WEST FROM DELMITA (TEXAS), ALONG
 AE0980'FARM ROAD NO. 2294, 0.7 MILE NORTHEAST OF THE JUNCTION OF FARM ROAD
 AE0980'NO. 2294 AND FARM ROAD NO. 2284.  BENCH MARK IS 1830 FEET SW OF A
 AE0980'FIELD ROAD SOUTH, 42 FEET NORTH OF CENTERLINE OF HIGHWAY, 0.5 FOOT
 AE0980'NORTH OF NORTH ROW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0988 ***********************************************************************
 AE0988  DESIGNATION -  W 643
 AE0988  PID         -  AE0988
 AE0988  STATE/COUNTY-  TX/STARR
 AE0988  USGS QUAD   -  RINCON (1993)
 AE0988
 AE0988                         *CURRENT SURVEY CONTROL
 AE0988  ___________________________________________________________________
 AE0988* NAD 83(1986)-  26 32 33.     (N)    098 32 32.     (W)     SCALED    
 AE0988* NAVD 88     -       121.864  (meters)     399.82   (feet)  ADJUSTED  
 AE0988  ___________________________________________________________________
 AE0988  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AE0988  DYNAMIC HT  -         121.664 (meters)     399.16  (feet)  COMP
 AE0988  MODELED GRAV-     978,999.8   (mgal)                       NAVD 88
 AE0988
 AE0988  VERT ORDER  -  SECOND    CLASS 0
 AE0988
 AE0988.The horizontal coordinates were scaled from a topographic map and have
 AE0988.an estimated accuracy of +/- 6 seconds.
 AE0988
 AE0988.The orthometric height was determined by differential leveling
 AE0988.and adjusted by the National Geodetic Survey in June 1991..
 AE0988
 AE0988.The geoid height was determined by GEOID03.
 AE0988
 AE0988.The dynamic height is computed by dividing the NAVD 88
 AE0988.geopotential number by the normal gravity value computed on the
 AE0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0988.degrees latitude (g = 980.6199 gals.).
 AE0988
 AE0988.The modeled gravity was interpolated from observed gravity values.
 AE0988
 AE0988;                    North         East    Units  Estimated Accuracy
 AE0988;SPC TX S     - 5,097,040.      295,790.      MT  (+/- 180 meters Scaled)
 AE0988
 AE0988                          SUPERSEDED SURVEY CONTROL
 AE0988
 AE0988  NGVD 29 (??/??/92)  121.929  (m)          400.03   (f) ADJ UNCH    2 0
 AE0988
 AE0988.Superseded values are not recommended for survey control.
 AE0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0988.See file dsdata.txt to determine how the superseded data were derived.
 AE0988
 AE0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ456358(NAD 83)
 AE0988_MARKER: DB = BENCH MARK DISK
 AE0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0988_STAMPING: W 643 1942
 AE0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0988+STABILITY: SURFACE MOTION
 AE0988
 AE0988  HISTORY     - Date     Condition        Report By
 AE0988  HISTORY     - 1942     MONUMENTED       CGS
 AE0988  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0988
 AE0988                          STATION DESCRIPTION
 AE0988
 AE0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0988'16.4 MI NW FROM MCCOOK.
 AE0988'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.7 MILES NORTHERLY
 AE0988'ALONG DIRT ROAD TO SHARP CURVE IN ROAD.  THENCE, GO 10.7 MILES
 AE0988'WESTERLY ALONG ROAD TO INTERSECTION OF NORTH-SOUTH ROAD. THENCE, GO
 AE0988'1.0 MILE SOUTHERLY ALONG ROAD TO THE SITE OF BENCH MARK. BENCH MARK IS
 AE0988'26.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0988'THE ROAD, 2.0 FEET EAST OF FENCE CORNER AND 2.0 FEET SOUTH OF A
 AE0988'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0988
 AE0988                          STATION RECOVERY (1972)
 AE0988
 AE0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0398 ***********************************************************************
 AE0398  DESIGNATION -  W 644
 AE0398  PID         -  AE0398
 AE0398  STATE/COUNTY-  TX/HIDALGO
 AE0398  USGS QUAD   -  LA JOYA (1982)
 AE0398
 AE0398                         *CURRENT SURVEY CONTROL
 AE0398  ___________________________________________________________________
 AE0398* NAD 83(1986)-  26 14 13.     (N)    098 29 30.     (W)     SCALED    
 AE0398* NAVD 88     -        37.952  (meters)     124.51   (feet)  ADJUSTED  
 AE0398  ___________________________________________________________________
 AE0398  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE0398  DYNAMIC HT  -          37.888 (meters)     124.30  (feet)  COMP
 AE0398  MODELED GRAV-     978,986.7   (mgal)                       NAVD 88
 AE0398
 AE0398  VERT ORDER  -  FIRST     CLASS II
 AE0398
 AE0398.The horizontal coordinates were scaled from a topographic map and have
 AE0398.an estimated accuracy of +/- 6 seconds.
 AE0398
 AE0398.The orthometric height was determined by differential leveling
 AE0398.and adjusted by the National Geodetic Survey in June 1991..
 AE0398
 AE0398.The geoid height was determined by GEOID03.
 AE0398
 AE0398.The dynamic height is computed by dividing the NAVD 88
 AE0398.geopotential number by the normal gravity value computed on the
 AE0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0398.degrees latitude (g = 980.6199 gals.).
 AE0398
 AE0398.The modeled gravity was interpolated from observed gravity values.
 AE0398
 AE0398;                    North         East    Units  Estimated Accuracy
 AE0398;SPC TX S     - 5,063,180.      300,830.      MT  (+/- 180 meters Scaled)
 AE0398
 AE0398                          SUPERSEDED SURVEY CONTROL
 AE0398
 AE0398  NGVD 29 (??/??/92)   38.064  (m)          124.88   (f) ADJ UNCH    1 2
 AE0398
 AE0398.Superseded values are not recommended for survey control.
 AE0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0398.See file dsdata.txt to determine how the superseded data were derived.
 AE0398
 AE0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ507020(NAD 83)
 AE0398_MARKER: DB = BENCH MARK DISK
 AE0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0398_STAMPING: W 644 1942
 AE0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0398+STABILITY: SURFACE MOTION
 AE0398
 AE0398  HISTORY     - Date     Condition        Report By
 AE0398  HISTORY     - 1942     MONUMENTED       CGS
 AE0398  HISTORY     - 1943     GOOD             USGS
 AE0398  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0398
 AE0398                          STATION DESCRIPTION
 AE0398
 AE0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0398'2.8 MI E FROM SAN FORDYCE.
 AE0398'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SAN FORDYCE--
 AE0398'PROCEED 2.8 MILES EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD TO THE
 AE0398'SITE OF THE BENCH MARK.  BENCH MARK IS 41.0 FEET NORTH OF AND ABOUT
 AE0398'3.0 FEET BELOW THE CENTERLINE OF THE TRACKS, 37.0 FEET SOUTH OF THE
 AE0398'CENTERLINE OF THE ROAD PARALLELLING THE TRACKS, 4.0 FEET NORTHEAST OF
 AE0398'A 4X4-INCH WOODEN MARKER POST AND 5.0 FEET NORTHEAST OF A TELEPHONE
 AE0398'POLE.  THE MONUMENT PROJECTS 0.6 FOOT.
 AE0398
 AE0398                          STATION RECOVERY (1943)
 AE0398
 AE0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0398'BENCH MARK IS ABOUT 3.0 MILES EASTERLY ALONG THE MISSOURI PACIFIC
 AE0398'RAILROAD FROM THE STATION AT SAM FORDYCE, ABOUT 0.3 MILE WEST OF MILE
 AE0398'POLE NO. A-50 AND 41.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE
 AE0398'CENTERLINE OF THE TRACKS . IT IS 37.0 FEET SOUTH OF THE CENTERLINE OF
 AE0398'A GRAVELED ROAD THAT PARALLELS THE RAILROAD 5.0 FEET NORTHEAST OF A
 AE0398'TELEGRAPH LINE POLE, AND 4.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AE0398'POST. A DISK SET IN CONCRETE POST PROJECTING ABOUT 0.6 FOOT.
 AE0398
 AE0398                          STATION RECOVERY (1981)
 AE0398
 AE0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0398'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0580 ***********************************************************************
 AE0580  DESIGNATION -  W 645
 AE0580  PID         -  AE0580
 AE0580  STATE/COUNTY-  TX/HIDALGO
 AE0580  USGS QUAD   -  FAYSVILLE (1963)
 AE0580
 AE0580                         *CURRENT SURVEY CONTROL
 AE0580  ___________________________________________________________________
 AE0580* NAD 83(1986)-  26 27 38.     (N)    098 11 49.     (W)     SCALED    
 AE0580* NAVD 88     -        32.603  (meters)     106.97   (feet)  ADJUSTED  
 AE0580  ___________________________________________________________________
 AE0580  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AE0580  DYNAMIC HT  -          32.550 (meters)     106.79  (feet)  COMP
 AE0580  MODELED GRAV-     979,023.2   (mgal)                       NAVD 88
 AE0580
 AE0580  VERT ORDER  -  SECOND    CLASS 0
 AE0580
 AE0580.The horizontal coordinates were scaled from a topographic map and have
 AE0580.an estimated accuracy of +/- 6 seconds.
 AE0580
 AE0580.The orthometric height was determined by differential leveling
 AE0580.and adjusted by the National Geodetic Survey in June 1991..
 AE0580
 AE0580.The geoid height was determined by GEOID03.
 AE0580
 AE0580.The dynamic height is computed by dividing the NAVD 88
 AE0580.geopotential number by the normal gravity value computed on the
 AE0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0580.degrees latitude (g = 980.6199 gals.).
 AE0580
 AE0580.The modeled gravity was interpolated from observed gravity values.
 AE0580
 AE0580;                    North         East    Units  Estimated Accuracy
 AE0580;SPC TX S     - 5,087,990.      330,220.      MT  (+/- 180 meters Scaled)
 AE0580
 AE0580                          SUPERSEDED SURVEY CONTROL
 AE0580
 AE0580  NGVD 29 (??/??/92)   32.709  (m)          107.31   (f) ADJ UNCH    2 0
 AE0580
 AE0580.Superseded values are not recommended for survey control.
 AE0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0580.See file dsdata.txt to determine how the superseded data were derived.
 AE0580
 AE0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ800269(NAD 83)
 AE0580_MARKER: DB = BENCH MARK DISK
 AE0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0580_STAMPING: W 645 1942
 AE0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0580+STABILITY: SURFACE MOTION
 AE0580
 AE0580  HISTORY     - Date     Condition        Report By
 AE0580  HISTORY     - 1942     MONUMENTED       CGS
 AE0580
 AE0580                          STATION DESCRIPTION
 AE0580
 AE0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0580'14.5 MI NW FROM EDINBURG.
 AE0580'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0580'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0580'WEST.  THENCE, GO 4.0 MILES WESTERLY ALONG DIRT ROAD TO THE SITE OF
 AE0580'THE BENCH MARK.  BENCH MARK IS 32.0 FEET SOUTH OF AND ABOUT THE SAME
 AE0580'ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET EAST IF A 4X4-INCH
 AE0580'WOODEN MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS
 AE0580'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0581 ***********************************************************************
 AE0581  DESIGNATION -  W 645 RESET 1959
 AE0581  PID         -  AE0581
 AE0581  STATE/COUNTY-  TX/HIDALGO
 AE0581  USGS QUAD   -  FAYSVILLE (1963)
 AE0581
 AE0581                         *CURRENT SURVEY CONTROL
 AE0581  ___________________________________________________________________
 AE0581* NAD 83(1986)-  26 27 37.     (N)    098 11 49.     (W)     SCALED    
 AE0581* NAVD 88     -        32.60   (meters)     107.0    (feet)  RESET     
 AE0581  ___________________________________________________________________
 AE0581  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AE0581
 AE0581  VERT ORDER  -  THIRD
 AE0581
 AE0581.The horizontal coordinates were scaled from a topographic map and have
 AE0581.an estimated accuracy of +/- 6 seconds.
 AE0581
 AE0581.The orthometric height was computed from unverified reset data.
 AE0581
 AE0581.The geoid height was determined by GEOID03.
 AE0581
 AE0581;                    North         East    Units  Estimated Accuracy
 AE0581;SPC TX S     - 5,087,960.      330,220.      MT  (+/- 180 meters Scaled)
 AE0581
 AE0581                          SUPERSEDED SURVEY CONTROL
 AE0581
 AE0581.No superseded survey control is available for this station.
 AE0581
 AE0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ800269(NAD 83)
 AE0581_MARKER: DB = BENCH MARK DISK
 AE0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0581_STAMPING: W-645 RESET 1959
 AE0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0581+STABILITY: SURFACE MOTION
 AE0581
 AE0581  HISTORY     - Date     Condition        Report By
 AE0581  HISTORY     - 1959     MONUMENTED       TXHD
 AE0581  HISTORY     - 1952     GOOD             USGS
 AE0581
 AE0581                          STATION DESCRIPTION
 AE0581
 AE0581'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AE0581'14.4 MI NW FROM EDINBURG.
 AE0581'10.4 MI. N ALONG U.S. HWY 281 FROM THE CO. COURTHOUSE AT EDINBURG,
 AE0581'HIDALGO CO., THENCE 4.0 MI. W. ALONG A PAVED RD. 40 FT. S. OF CTR.
 AE0581'LINE OF THE PAVED RD. AND IN THE FENCE LINE.  A STD. DISK, STAMPED W
 AE0581'645 RESET 1959, AND SET IN THE TOP OF A CONC. POST. PROJ. 0.4 FT.
 AE0581'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1456 ***********************************************************************
 AW1456  DESIGNATION -  W 646 RESET 1953
 AW1456  PID         -  AW1456
 AW1456  STATE/COUNTY-  TX/CHAMBERS
 AW1456  USGS QUAD   -  OAK ISLAND (1994)
 AW1456
 AW1456                         *CURRENT SURVEY CONTROL
 AW1456  ___________________________________________________________________
 AW1456* NAD 83(1986)-  29 42 59.     (N)    094 40 29.     (W)     SCALED    
 AW1456* NAVD 88     -         3.74   (+/-2cm)      12.3    (feet)  VERTCON   
 AW1456  ___________________________________________________________________
 AW1456  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW1456  OBS GRAVITY -     979,285.7   (mgal)                       GRAV_OBS
 AW1456
 AW1456  VERT ORDER  -  THIRD (See Below)
 AW1456
 AW1456.The horizontal coordinates were scaled from a topographic map and have
 AW1456.an estimated accuracy of +/- 6 seconds.
 AW1456
 AW1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1456.The vertical order pertains to the NGVD 29 superseded value.
 AW1456
 AW1456.The geoid height was determined by GEOID03.
 AW1456.The observed gravity was obtained from relative gravimeter ties
 AW1456.to the IGSN71 gravity network.
 AW1456
 AW1456;                    North         East    Units  Estimated Accuracy
 AW1456;SPC TXSC     - 4,216,430.    1,018,370.      MT  (+/- 180 meters Scaled)
 AW1456
 AW1456                          SUPERSEDED SURVEY CONTROL
 AW1456
 AW1456  NGVD 29 (??/??/??)    3.74   (m)           12.3    (f) RESET       3  
 AW1456
 AW1456.Superseded values are not recommended for survey control.
 AW1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1456.See file dsdata.txt to determine how the superseded data were derived.
 AW1456
 AW1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN380885(NAD 83)
 AW1456_MARKER: DB = BENCH MARK DISK
 AW1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1456_STAMPING: W 646 1942 RESET 1953
 AW1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1456+STABILITY: SURFACE MOTION
 AW1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1456+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 AW1456
 AW1456  HISTORY     - Date     Condition        Report By
 AW1456  HISTORY     - 1953     MONUMENTED       CGS
 AW1456  HISTORY     - 1973     GOOD             NGS
 AW1456  HISTORY     - 1978     GOOD             NGS
 AW1456  HISTORY     - 19960923 GOOD             USPSQD
 AW1456  HISTORY     - 20010331 GOOD             NGS
 AW1456  HISTORY     - 20040310 GOOD             USPSQD
 AW1456  HISTORY     - 20050315 GOOD             USPSQD
 AW1456
 AW1456                          STATION DESCRIPTION
 AW1456
 AW1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1456'4.0 MI S FROM ANAHUAC.
 AW1456'ABOUT 4.0 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH STATE
 AW1456'HIGHWAY 61 AT ANAHUAC, 126 1/2 FEET EAST OF THE CENTER LINE OF THE
 AW1456'FARM ROAD 100 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE,
 AW1456'57.8 FEET WEST OF THE SOUTHWEST CORNER OF A SHEET METAL GARAGE, 31
 AW1456'FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE FARMHOUSE,
 AW1456'5 FEET WEST OF A POWER POLE NO. 478.  A C AND GS DISK ABOUT LEVEL WITH
 AW1456'THE GROUND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP
 AW1456'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AW1456
 AW1456                          STATION RECOVERY (1978)
 AW1456
 AW1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1456'RECOVERED IN GOOD CONDITION.
 AW1456
 AW1456                          STATION RECOVERY (1996)
 AW1456
 AW1456'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1456'RECOVERED IN GOOD CONDITION.
 AW1456
 AW1456                          STATION RECOVERY (2001)
 AW1456
 AW1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1456'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1456
 AW1456                          STATION RECOVERY (2004)
 AW1456
 AW1456'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1456'RECOVERED IN GOOD CONDITION.
 AW1456
 AW1456                          STATION RECOVERY (2005)
 AW1456
 AW1456'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2546 ***********************************************************************
 AW2546  DESIGNATION -  W 648
 AW2546  PID         -  AW2546
 AW2546  STATE/COUNTY-  TX/CHAMBERS
 AW2546  USGS QUAD   -  STOWELL (1993)
 AW2546
 AW2546                         *CURRENT SURVEY CONTROL
 AW2546  ___________________________________________________________________
 AW2546* NAD 83(1986)-  29 47 02.     (N)    094 29 54.     (W)     SCALED    
 AW2546* NAVD 88     -         7.65   (+/-2cm)      25.1    (feet)  VERTCON   
 AW2546  ___________________________________________________________________
 AW2546  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2546
 AW2546  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2546
 AW2546.The horizontal coordinates were scaled from a topographic map and have
 AW2546.an estimated accuracy of +/- 6 seconds.
 AW2546
 AW2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2546.The vertical order pertains to the NGVD 29 superseded value.
 AW2546
 AW2546.The geoid height was determined by GEOID03.
 AW2546
 AW2546;                    North         East    Units  Estimated Accuracy
 AW2546;SPC TXSC     - 4,224,550.    1,035,130.      MT  (+/- 180 meters Scaled)
 AW2546
 AW2546                          SUPERSEDED SURVEY CONTROL
 AW2546
 AW2546  NGVD 29 (??/??/92)    7.647  (m)           25.09   (f) ADJ UNCH    1 2
 AW2546
 AW2546.Superseded values are not recommended for survey control.
 AW2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2546.See file dsdata.txt to determine how the superseded data were derived.
 AW2546
 AW2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN551957(NAD 83)
 AW2546_MARKER: DB = BENCH MARK DISK
 AW2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2546_STAMPING: W 648 1942
 AW2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2546+STABILITY: SURFACE MOTION
 AW2546
 AW2546  HISTORY     - Date     Condition        Report By
 AW2546  HISTORY     - 1942     MONUMENTED       CGS
 AW2546  HISTORY     - 1959     GOOD             NGS
 AW2546  HISTORY     - 19950803 GOOD             USPSQD
 AW2546  HISTORY     - 19960913 GOOD             USPSQD
 AW2546  HISTORY     - 20010331 GOOD             NGS
 AW2546  HISTORY     - 20030211 POOR             USPSQD
 AW2546  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2546
 AW2546                          STATION DESCRIPTION
 AW2546
 AW2546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2546'5.95 MI E FROM MONROE CITY.
 AW2546'ABOUT 5.45 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POST OFFICE AT
 AW2546'MONROE CITY, THENCE ABOUT 0.5 MILE SOUTH ALONG FARM ROAD 1941, 40 FEET
 AW2546'EAST OF THE CENTER LINE OF THE ROAD, 77 FEET NORTH OF THE NORTH END OF
 AW2546'A 16-INCH CULVERT UNDER A ROAD LEADING INTO A PASTURE, 1/2 FOOT WEST
 AW2546'OF A FENCE, 0.5 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 AW2546'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST 4 INCHES
 AW2546'BELOW THE GROUND.
 AW2546
 AW2546                          STATION RECOVERY (1995)
 AW2546
 AW2546'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2546'RECOVERED IN GOOD CONDITION.
 AW2546
 AW2546                          STATION RECOVERY (1996)
 AW2546
 AW2546'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2546'RECOVERED IN GOOD CONDITION.
 AW2546
 AW2546                          STATION RECOVERY (2001)
 AW2546
 AW2546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2546'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2546
 AW2546                          STATION RECOVERY (2003)
 AW2546
 AW2546'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2546'DAMAGED CONCRETE POST HAS BEEN HIT AND IS TILTED NORTH
 AW2546
 AW2546                          STATION RECOVERY (2005)
 AW2546
 AW2546'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2569 ***********************************************************************
 AW2569  DESIGNATION -  W 649 RESET 1961
 AW2569  PID         -  AW2569
 AW2569  STATE/COUNTY-  TX/CHAMBERS
 AW2569  USGS QUAD   -  STOWELL (1993)
 AW2569
 AW2569                         *CURRENT SURVEY CONTROL
 AW2569  ___________________________________________________________________
 AW2569* NAD 83(1986)-  29 50 52.     (N)    094 28 59.     (W)     SCALED    
 AW2569* NAVD 88     -         9.34   (+/-2cm)      30.6    (feet)  VERTCON   
 AW2569  ___________________________________________________________________
 AW2569  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2569
 AW2569  VERT ORDER  -  THIRD (See Below)
 AW2569
 AW2569.The horizontal coordinates were scaled from a topographic map and have
 AW2569.an estimated accuracy of +/- 6 seconds.
 AW2569
 AW2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2569.The vertical order pertains to the NGVD 29 superseded value.
 AW2569
 AW2569.The geoid height was determined by GEOID03.
 AW2569
 AW2569;                    North         East    Units  Estimated Accuracy
 AW2569;SPC TXSC     - 4,231,680.    1,036,340.      MT  (+/- 180 meters Scaled)
 AW2569
 AW2569                          SUPERSEDED SURVEY CONTROL
 AW2569
 AW2569  NGVD 29 (??/??/??)    9.34   (m)           30.6    (f) RESET       3  
 AW2569
 AW2569.Superseded values are not recommended for survey control.
 AW2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2569.See file dsdata.txt to determine how the superseded data were derived.
 AW2569
 AW2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP567028(NAD 83)
 AW2569_MARKER: DB = BENCH MARK DISK
 AW2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2569_STAMPING: W 649 RESET 1961
 AW2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2569+STABILITY: SURFACE MOTION
 AW2569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2569+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 AW2569
 AW2569  HISTORY     - Date     Condition        Report By
 AW2569  HISTORY     - 1961     MONUMENTED       CGS
 AW2569  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 AW2569  HISTORY     - 19980202 GOOD             USPSQD
 AW2569  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2569  HISTORY     - 20030211 GOOD             USPSQD
 AW2569  HISTORY     - 20040220 GOOD             USPSQD
 AW2569
 AW2569                          STATION DESCRIPTION
 AW2569
 AW2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AW2569'6 MI W FROM WINNIE.
 AW2569'THIS MARK IS LOCATED ABOUT 6 MILES WEST FROM WINNIE, ALONG INTERSTATE
 AW2569'NO. 10 TO THE INTERSECTION OF F.M. ROAD 1410, THEN NORTH ON 1410, 1.2
 AW2569'MILES TO THE MARK ON THE LEFT, 7 FEET SOUTH OF HIGHWAY SURVEY STATION
 AW2569'344+00, ABOUT 100 YARDS SOUTH OF A METAL HANGER, 3 FEET NORTH OF A
 AW2569'WITNESS SIGN AND IN THE WEST RIGHT-OF-WAY FENCE LINE, AND SET IN A
 AW2569'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 AW2569
 AW2569                          STATION RECOVERY (1996)
 AW2569
 AW2569'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2569'MARK NOT FOUND.
 AW2569
 AW2569                          STATION RECOVERY (1998)
 AW2569
 AW2569'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2569'RECOVERED IN GOOD CONDITION.
 AW2569
 AW2569                          STATION RECOVERY (2001)
 AW2569
 AW2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2569'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2569
 AW2569                          STATION RECOVERY (2003)
 AW2569
 AW2569'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2569'RECOVERED IN GOOD CONDITION.
 AW2569
 AW2569                          STATION RECOVERY (2004)
 AW2569
 AW2569'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0604 ***********************************************************************
 BZ0604  DESIGNATION -  W 65
 BZ0604  PID         -  BZ0604
 BZ0604  STATE/COUNTY-  TX/LIMESTONE
 BZ0604  USGS QUAD   -  TEHUACANA (1978)
 BZ0604
 BZ0604                         *CURRENT SURVEY CONTROL
 BZ0604  ___________________________________________________________________
 BZ0604* NAD 83(1986)-  31 43 07.     (N)    096 36 25.     (W)     SCALED    
 BZ0604* NAVD 88     -       149.906  (meters)     491.82   (feet)  ADJUSTED  
 BZ0604  ___________________________________________________________________
 BZ0604  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 BZ0604  DYNAMIC HT  -         149.727 (meters)     491.23  (feet)  COMP
 BZ0604  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 BZ0604
 BZ0604  VERT ORDER  -  FIRST     CLASS II
 BZ0604
 BZ0604.The horizontal coordinates were scaled from a topographic map and have
 BZ0604.an estimated accuracy of +/- 6 seconds.
 BZ0604
 BZ0604.The orthometric height was determined by differential leveling
 BZ0604.and adjusted by the National Geodetic Survey in June 1991..
 BZ0604
 BZ0604.The geoid height was determined by GEOID03.
 BZ0604
 BZ0604.The dynamic height is computed by dividing the NAVD 88
 BZ0604.geopotential number by the normal gravity value computed on the
 BZ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0604.degrees latitude (g = 980.6199 gals.).
 BZ0604
 BZ0604.The modeled gravity was interpolated from observed gravity values.
 BZ0604
 BZ0604;                    North         East    Units  Estimated Accuracy
 BZ0604;SPC TX C     - 3,233,390.    1,053,110.      MT  (+/- 180 meters Scaled)
 BZ0604
 BZ0604                          SUPERSEDED SURVEY CONTROL
 BZ0604
 BZ0604  NGVD 29 (??/??/92)  149.888  (m)          491.76   (f) ADJ UNCH    1 2
 BZ0604
 BZ0604.Superseded values are not recommended for survey control.
 BZ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0604.See file dsdata.txt to determine how the superseded data were derived.
 BZ0604
 BZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA267117(NAD 83)
 BZ0604_MARKER: DB = BENCH MARK DISK
 BZ0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0604_SP_SET: CULVERT
 BZ0604_STAMPING: W 65 1929 ELEV 491.692
 BZ0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0604
 BZ0604  HISTORY     - Date     Condition        Report By
 BZ0604  HISTORY     - 1929     MONUMENTED       CGS
 BZ0604  HISTORY     - 1948     GOOD             NGS
 BZ0604
 BZ0604                          STATION DESCRIPTION
 BZ0604
 BZ0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0604'3.4 MI SE FROM COOLIDGE.
 BZ0604'3.4 MILES SOUTHEAST ALONG THE OLD ROAD BED OF THE ABANDONED
 BZ0604'BURLINGTON-ROCK ISLAND RAILROAD FROM THE STATION AT COOLIDGE, 0.7 MILE
 BZ0604'EAST OF THE FORMER SITE OF THE DATURA RAILROAD STATION, 0.3 MILE EAST
 BZ0604'OF A POINT WHERE THE OLD RAILROAD BED CURVES TO THE EAST, 0.2 MILE
 BZ0604'EAST OF A WIRE GATE ACROSS THE OLD RAILROAD BED, 7.0 FEET SOUTH OF THE
 BZ0604'CENTER LINE OF THE OLD RAILROAD BED, SET IN THE TOP OF THE CENTER OF
 BZ0604'THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1470 ***********************************************************************
 AY1470  DESIGNATION -  W 651
 AY1470  PID         -  AY1470
 AY1470  STATE/COUNTY-  TX/UVALDE
 AY1470  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1470
 AY1470                         *CURRENT SURVEY CONTROL
 AY1470  ___________________________________________________________________
 AY1470* NAD 83(1986)-  29 35 46.     (N)    099 39 48.     (W)     SCALED    
 AY1470* NAVD 88     -       459.003  (meters)    1505.91   (feet)  ADJUSTED  
 AY1470  ___________________________________________________________________
 AY1470  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AY1470  DYNAMIC HT  -         458.324 (meters)    1503.68  (feet)  COMP
 AY1470  MODELED GRAV-     979,148.5   (mgal)                       NAVD 88
 AY1470
 AY1470  VERT ORDER  -  SECOND    CLASS 0
 AY1470
 AY1470.The horizontal coordinates were scaled from a topographic map and have
 AY1470.an estimated accuracy of +/- 6 seconds.
 AY1470
 AY1470.The orthometric height was determined by differential leveling
 AY1470.and adjusted by the National Geodetic Survey in June 1991..
 AY1470
 AY1470.The geoid height was determined by GEOID03.
 AY1470
 AY1470.The dynamic height is computed by dividing the NAVD 88
 AY1470.geopotential number by the normal gravity value computed on the
 AY1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1470.degrees latitude (g = 980.6199 gals.).
 AY1470
 AY1470.The modeled gravity was interpolated from observed gravity values.
 AY1470
 AY1470;                    North         East    Units  Estimated Accuracy
 AY1470;SPC TXSC     - 4,195,550.      535,750.      MT  (+/- 180 meters Scaled)
 AY1470
 AY1470                          SUPERSEDED SURVEY CONTROL
 AY1470
 AY1470  NGVD 29 (??/??/92)  458.916  (m)         1505.63   (f) ADJ UNCH    2 0
 AY1470
 AY1470.Superseded values are not recommended for survey control.
 AY1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1470.See file dsdata.txt to determine how the superseded data were derived.
 AY1470
 AY1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT357742(NAD 83)
 AY1470_MARKER: DB = BENCH MARK DISK
 AY1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1470_STAMPING: W 651 1953
 AY1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1470+STABILITY: SURFACE MOTION
 AY1470
 AY1470  HISTORY     - Date     Condition        Report By
 AY1470  HISTORY     - 1953     MONUMENTED       CGS
 AY1470  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 AY1470
 AY1470                          STATION DESCRIPTION
 AY1470
 AY1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1470'6.25 MI SE FROM RIO FRIO.
 AY1470'0.15 MILE SOUTHWEST ALONG FARM ROAD 1120 FROM THE POST OFFICE AT RIO
 AY1470'FRIO, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE 4.1
 AY1470'MILES EAST ALONG FARM ROAD 1050, 48 FEET SOUTH OF THE CENTER LINE OF
 AY1470'THE FARM ROAD, 2.6 FEET NORTH OF A FENCE, 1.9 FEET EAST OF A WITNESS
 AY1470'POST, 0.85 MILE WEST OF BENCH MARK V 651, SET IN THE TOP OF A CONCRETE
 AY1470'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1470
 AY1470                          STATION RECOVERY (2005)
 AY1470
 AY1470'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0212 ***********************************************************************
 AE0212  DESIGNATION -  W 652
 AE0212  PID         -  AE0212
 AE0212  STATE/COUNTY-  TX/HIDALGO
 AE0212  USGS QUAD   -  LINN (1982)
 AE0212
 AE0212                         *CURRENT SURVEY CONTROL
 AE0212  ___________________________________________________________________
 AE0212* NAD 83(1986)-  26 33 45.     (N)    098 06 49.     (W)     SCALED    
 AE0212* NAVD 88     -        20.541  (meters)      67.39   (feet)  ADJUSTED  
 AE0212  ___________________________________________________________________
 AE0212  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AE0212  DYNAMIC HT  -          20.508 (meters)      67.28  (feet)  COMP
 AE0212  MODELED GRAV-     979,039.0   (mgal)                       NAVD 88
 AE0212
 AE0212  VERT ORDER  -  SECOND    CLASS 0
 AE0212
 AE0212.The horizontal coordinates were scaled from a topographic map and have
 AE0212.an estimated accuracy of +/- 6 seconds.
 AE0212
 AE0212.The orthometric height was determined by differential leveling
 AE0212.and adjusted by the National Geodetic Survey in June 1991..
 AE0212
 AE0212.The geoid height was determined by GEOID03.
 AE0212
 AE0212.The dynamic height is computed by dividing the NAVD 88
 AE0212.geopotential number by the normal gravity value computed on the
 AE0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0212.degrees latitude (g = 980.6199 gals.).
 AE0212
 AE0212.The modeled gravity was interpolated from observed gravity values.
 AE0212
 AE0212;                    North         East    Units  Estimated Accuracy
 AE0212;SPC TX S     - 5,099,310.      338,500.      MT  (+/- 180 meters Scaled)
 AE0212
 AE0212                          SUPERSEDED SURVEY CONTROL
 AE0212
 AE0212  NGVD 29 (??/??/92)   20.65   (m)           67.7    (f) COMPUTED    2 0
 AE0212
 AE0212.Superseded values are not recommended for survey control.
 AE0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0212.See file dsdata.txt to determine how the superseded data were derived.
 AE0212
 AE0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ882382(NAD 83)
 AE0212_MARKER: DB = BENCH MARK DISK
 AE0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0212_STAMPING: W 652 1942
 AE0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0212+STABILITY: SURFACE MOTION
 AE0212
 AE0212  HISTORY     - Date     Condition        Report By
 AE0212  HISTORY     - 1942     MONUMENTED       CGS
 AE0212  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0212
 AE0212                          STATION DESCRIPTION
 AE0212
 AE0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0212'0.6 MI E FROM SAN MANUEL.
 AE0212'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 0.6 MILE
 AE0212'EASTERLY ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0212'ABOUT 80.0 FEET EAST OF A CURVE IN ROAD, 54.0 FEET SOUTH AND ACROSS
 AE0212'ROAD FROM CORNER POST OF FENCE RUNNING NORTH FROM ROAD, 6.0 FEET SOUTH
 AE0212'OF ROAD FENCE, 27.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AE0212'CENTERLINE OF THE ROAD, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AE0212'POST.  MONUMENT PROJECTS 0.5 FOOT.
 AE0212
 AE0212                          STATION RECOVERY (1962)
 AE0212
 AE0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0205 ***********************************************************************
 AE0205  DESIGNATION -  W 653
 AE0205  PID         -  AE0205
 AE0205  STATE/COUNTY-  TX/HIDALGO
 AE0205  USGS QUAD   -  LINN (1982)
 AE0205
 AE0205                         *CURRENT SURVEY CONTROL
 AE0205  ___________________________________________________________________
 AE0205* NAD 83(1986)-  26 32 28.     (N)    098 07 29.     (W)     SCALED    
 AE0205* NAVD 88     -        24.673  (meters)      80.95   (feet)  ADJUSTED  
 AE0205  ___________________________________________________________________
 AE0205  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AE0205  DYNAMIC HT  -          24.633 (meters)      80.82  (feet)  COMP
 AE0205  MODELED GRAV-     979,037.7   (mgal)                       NAVD 88
 AE0205
 AE0205  VERT ORDER  -  SECOND    CLASS 0
 AE0205
 AE0205.The horizontal coordinates were scaled from a topographic map and have
 AE0205.an estimated accuracy of +/- 6 seconds.
 AE0205
 AE0205.The orthometric height was determined by differential leveling
 AE0205.and adjusted by the National Geodetic Survey in June 1991..
 AE0205
 AE0205.The geoid height was determined by GEOID03.
 AE0205
 AE0205.The dynamic height is computed by dividing the NAVD 88
 AE0205.geopotential number by the normal gravity value computed on the
 AE0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0205.degrees latitude (g = 980.6199 gals.).
 AE0205
 AE0205.The modeled gravity was interpolated from observed gravity values.
 AE0205
 AE0205;                    North         East    Units  Estimated Accuracy
 AE0205;SPC TX S     - 5,096,940.      337,400.      MT  (+/- 180 meters Scaled)
 AE0205
 AE0205                          SUPERSEDED SURVEY CONTROL
 AE0205
 AE0205  NGVD 29 (??/??/92)   24.781  (m)           81.30   (f) ADJ UNCH    2 0
 AE0205
 AE0205.Superseded values are not recommended for survey control.
 AE0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0205.See file dsdata.txt to determine how the superseded data were derived.
 AE0205
 AE0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ871359(NAD 83)
 AE0205_MARKER: DB = BENCH MARK DISK
 AE0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0205_STAMPING: W 653 1942
 AE0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0205+STABILITY: SURFACE MOTION
 AE0205
 AE0205  HISTORY     - Date     Condition        Report By
 AE0205  HISTORY     - 1942     MONUMENTED       CGS
 AE0205  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0205
 AE0205                          STATION DESCRIPTION
 AE0205
 AE0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0205'1.2 MI S FROM SAN MANUEL.
 AE0205'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 1.2 MILES
 AE0205'SOUTHERLY ALONG U. S. HIGHWAY NO. 281 TO SITE OF BENCH MARK.  BENCH
 AE0205'MARK IS ABOUT 0.3 MILE SOUTH OF A CONCRETE CULVERT ON HIGHWAY, 51.6
 AE0205'FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY,
 AE0205'29.4 FEET NORTH OF A TELEPHONE POLE AND ABOUT 6.0 FEET WEST OF LINE OF
 AE0205'POLES ON EAST SIDE OF HIGHWAY, 1.0 FOOT EAST OF HIGHWAY FENCE, AND 3.0
 AE0205'FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AE0205'FOOT.
 AE0205
 AE0205                          STATION RECOVERY (1962)
 AE0205
 AE0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0441 ***********************************************************************
 AE0441  DESIGNATION -  W 655
 AE0441  PID         -  AE0441
 AE0441  STATE/COUNTY-  TX/HIDALGO
 AE0441  USGS QUAD   -  HARGILL (1963)
 AE0441
 AE0441                         *CURRENT SURVEY CONTROL
 AE0441  ___________________________________________________________________
 AE0441* NAD 83(1986)-  26 24 08.     (N)    098 03 16.     (W)     SCALED    
 AE0441* NAVD 88     -        23.262  (meters)      76.32   (feet)  ADJUSTED  
 AE0441  ___________________________________________________________________
 AE0441  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AE0441  DYNAMIC HT  -          23.224 (meters)      76.19  (feet)  COMP
 AE0441  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 AE0441
 AE0441  VERT ORDER  -  SECOND    CLASS 0
 AE0441
 AE0441.The horizontal coordinates were scaled from a topographic map and have
 AE0441.an estimated accuracy of +/- 6 seconds.
 AE0441
 AE0441.The orthometric height was determined by differential leveling
 AE0441.and adjusted by the National Geodetic Survey in June 1991..
 AE0441
 AE0441.The geoid height was determined by GEOID03.
 AE0441
 AE0441.The dynamic height is computed by dividing the NAVD 88
 AE0441.geopotential number by the normal gravity value computed on the
 AE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0441.degrees latitude (g = 980.6199 gals.).
 AE0441
 AE0441.The modeled gravity was interpolated from observed gravity values.
 AE0441
 AE0441;                    North         East    Units  Estimated Accuracy
 AE0441;SPC TX S     - 5,081,570.      344,450.      MT  (+/- 180 meters Scaled)
 AE0441
 AE0441                          SUPERSEDED SURVEY CONTROL
 AE0441
 AE0441  NGVD 29 (??/??/92)   23.38   (m)           76.7    (f) COMPUTED    2 0
 AE0441
 AE0441.Superseded values are not recommended for survey control.
 AE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0441.See file dsdata.txt to determine how the superseded data were derived.
 AE0441
 AE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ943205(NAD 83)
 AE0441_MARKER: DB = BENCH MARK DISK
 AE0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0441_STAMPING: W 655 1942
 AE0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0441+STABILITY: SURFACE MOTION
 AE0441
 AE0441  HISTORY     - Date     Condition        Report By
 AE0441  HISTORY     - 1942     MONUMENTED       CGS
 AE0441
 AE0441                          STATION DESCRIPTION
 AE0441
 AE0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0441'14.5 MI NE FROM EDINBURG.
 AE0441'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0441'9. MILES ALONG U.S. HIGHWAY NO. 281, THENCE EASTERLY 5.5 MILES ALONG
 AE0441'DIRT ROAD PAST GULF STATES RECYCLING COMPANY (SAN SALVADOR PLANT) TO
 AE0441'THE SITE OF THE BENCH MARK.  BENCH MARK IS JOE GARCIA PASTURE AND 15
 AE0441'FEET SOUTH OF A CATTLE GUARD.  IT IS 18. FEET SOUTH OF AND ABOUT 0.6
 AE0441'FOOT ABOVE THE CENTER LINE OF ROAD, 1.5 FEET WEST OF FENCE LEADING
 AE0441'SOUTH AND 3 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AE0441'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0442 ***********************************************************************
 AE0442  DESIGNATION -  W 655 RESET 1957
 AE0442  PID         -  AE0442
 AE0442  STATE/COUNTY-  TX/HIDALGO
 AE0442  USGS QUAD   -  HARGILL (1963)
 AE0442
 AE0442                         *CURRENT SURVEY CONTROL
 AE0442  ___________________________________________________________________
 AE0442* NAD 83(1986)-  26 24 08.     (N)    098 03 16.     (W)     SCALED    
 AE0442* NAVD 88     -        23.48   (meters)      77.0    (feet)  RESET     
 AE0442  ___________________________________________________________________
 AE0442  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AE0442
 AE0442  VERT ORDER  -  THIRD
 AE0442
 AE0442.The horizontal coordinates were scaled from a topographic map and have
 AE0442.an estimated accuracy of +/- 6 seconds.
 AE0442
 AE0442.The orthometric height was computed from unverified reset data.
 AE0442
 AE0442.The geoid height was determined by GEOID03.
 AE0442
 AE0442;                    North         East    Units  Estimated Accuracy
 AE0442;SPC TX S     - 5,081,570.      344,450.      MT  (+/- 180 meters Scaled)
 AE0442
 AE0442                          SUPERSEDED SURVEY CONTROL
 AE0442
 AE0442.No superseded survey control is available for this station.
 AE0442
 AE0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ943205(NAD 83)
 AE0442_MARKER: DB = BENCH MARK DISK
 AE0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0442_STAMPING: W 655 RESET 1957
 AE0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0442+STABILITY: SURFACE MOTION
 AE0442
 AE0442  HISTORY     - Date     Condition        Report By
 AE0442  HISTORY     - 1957     MONUMENTED       LOCENG
 AE0442
 AE0442                          STATION DESCRIPTION
 AE0442
 AE0442'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 AE0442'14.5 MI NE FROM EDINBURG.
 AE0442'9 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT EDINBURG,
 AE0442'THENCE 5.5 MILES EAST ALONG A DIRT ROAD, 0.5 FOOT NORTH OF AN IRON
 AE0442'MARKER ON THE NORTHEAST CORNER OF SHARE C OF LOS MASTENAS GRANT,
 AE0442'(NORTHWEST CORNER OF SHARE D, 3 FEET WEST OF A FENCE RUNNING SOUTH AND
 AE0442'0.5 FOOT NORTH OF AN EAST-WEST FENCE.  CONCRETE POST PROJECTS 0.5
 AE0442'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0765 ***********************************************************************
 AB0765  DESIGNATION -  W 656
 AB0765  PID         -  AB0765
 AB0765  STATE/COUNTY-  TX/CAMERON
 AB0765  USGS QUAD   -  HARLINGEN (1983)
 AB0765
 AB0765                         *CURRENT SURVEY CONTROL
 AB0765  ___________________________________________________________________
 AB0765* NAD 83(1986)-  26 11 13.     (N)    097 43 41.     (W)     SCALED    
 AB0765* NAVD 88     -        12.706  (meters)      41.69   (feet)  ADJUSTED  
 AB0765  ___________________________________________________________________
 AB0765  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AB0765  DYNAMIC HT  -          12.685 (meters)      41.62  (feet)  COMP
 AB0765  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 AB0765
 AB0765  VERT ORDER  -  FIRST     CLASS II
 AB0765
 AB0765.The horizontal coordinates were scaled from a topographic map and have
 AB0765.an estimated accuracy of +/- 6 seconds.
 AB0765
 AB0765.The orthometric height was determined by differential leveling
 AB0765.and adjusted by the National Geodetic Survey in June 1991..
 AB0765
 AB0765.The geoid height was determined by GEOID03.
 AB0765
 AB0765.The dynamic height is computed by dividing the NAVD 88
 AB0765.geopotential number by the normal gravity value computed on the
 AB0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0765.degrees latitude (g = 980.6199 gals.).
 AB0765
 AB0765.The modeled gravity was interpolated from observed gravity values.
 AB0765
 AB0765;                    North         East    Units  Estimated Accuracy
 AB0765;SPC TX S     - 5,057,880.      377,160.      MT  (+/- 180 meters Scaled)
 AB0765
 AB0765                          SUPERSEDED SURVEY CONTROL
 AB0765
 AB0765.No superseded survey control is available for this station.
 AB0765
 AB0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP270970(NAD 83)
 AB0765_MARKER: DB = BENCH MARK DISK
 AB0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0765_SP_SET: CULVERT
 AB0765_STAMPING: W 656 1942
 AB0765_MARK LOGO: CGS   
 AB0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0765
 AB0765  HISTORY     - Date     Condition        Report By
 AB0765  HISTORY     - 1942     MONUMENTED       CGS
 AB0765  HISTORY     - 1963     GOOD             NGS
 AB0765  HISTORY     - 1981     GOOD             NGS
 AB0765  HISTORY     - 20040304 MARK NOT FOUND   GEOCAC
 AB0765
 AB0765                          STATION DESCRIPTION
 AB0765
 AB0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0765'2.0 MI W FROM HARLINGEN.
 AB0765'2.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AB0765'HARLINGEN, CAMERON COUNTY, 200 FEET EAST OF MILEPOLE A-2, 40 FEET
 AB0765'SOUTH OF THE CENTERLINE OF THE TRACKS, 30 FEET NORTH OF THE CENTERLINE
 AB0765'OF U.S. HIGHWAY 83, AND SET HORIZONTALLY IN THE EAST END OF THE NORTH
 AB0765'HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, IN A DRILL HOLE.
 AB0765
 AB0765                          STATION RECOVERY (1981)
 AB0765
 AB0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0765'3.4 KM (2.1 MI) WEST ALONG HARRISON AVENUE (U.S. HIGHWAY 83 BUSINESS)
 AB0765'FROM THE JUNCTION OF COMMERCE STREET AT HARLINGEN, SET IN THE TOP OF
 AB0765'THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 9.1 METERS
 AB0765'(30.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.9 METERS
 AB0765'(39.0 FT) SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC RAILROAD,
 AB0765'0.31 METERS (1.0 FT) WEST OF THE EAST END OF THE HEADWALL.
 AB0765
 AB0765                          STATION RECOVERY (2004)
 AB0765
 AB0765'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0765'CULVERT HAS BEEN REPLACED.  MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0712 ***********************************************************************
 AB0712  DESIGNATION -  W 657
 AB0712  PID         -  AB0712
 AB0712  STATE/COUNTY-  TX/CAMERON
 AB0712  USGS QUAD   -  SANTA ROSA (1982)
 AB0712
 AB0712                         *CURRENT SURVEY CONTROL
 AB0712  ___________________________________________________________________
 AB0712* NAD 83(1986)-  26 15 26.     (N)    097 49 32.     (W)     SCALED    
 AB0712* NAVD 88     -        15.938  (meters)      52.29   (feet)  ADJUSTED  
 AB0712  ___________________________________________________________________
 AB0712  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AB0712  DYNAMIC HT  -          15.913 (meters)      52.21  (feet)  COMP
 AB0712  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 AB0712
 AB0712  VERT ORDER  -  SECOND    CLASS 0
 AB0712
 AB0712.The horizontal coordinates were scaled from a topographic map and have
 AB0712.an estimated accuracy of +/- 6 seconds.
 AB0712
 AB0712.The orthometric height was determined by differential leveling
 AB0712.and adjusted by the National Geodetic Survey in June 1991..
 AB0712
 AB0712.The geoid height was determined by GEOID03.
 AB0712
 AB0712.The dynamic height is computed by dividing the NAVD 88
 AB0712.geopotential number by the normal gravity value computed on the
 AB0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0712.degrees latitude (g = 980.6199 gals.).
 AB0712
 AB0712.The modeled gravity was interpolated from observed gravity values.
 AB0712
 AB0712;                    North         East    Units  Estimated Accuracy
 AB0712;SPC TX S     - 5,065,610.      367,370.      MT  (+/- 180 meters Scaled)
 AB0712
 AB0712                          SUPERSEDED SURVEY CONTROL
 AB0712
 AB0712  NGVD 29 (??/??/92)   16.040  (m)           52.62   (f) ADJ UNCH    2 0
 AB0712
 AB0712.Superseded values are not recommended for survey control.
 AB0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0712.See file dsdata.txt to determine how the superseded data were derived.
 AB0712
 AB0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ172047(NAD 83)
 AB0712_MARKER: DB = BENCH MARK DISK
 AB0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0712_SP_SET: BUILDING WALL
 AB0712_STAMPING: W 657 1942
 AB0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0712+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2004
 AB0712
 AB0712  HISTORY     - Date     Condition        Report By
 AB0712  HISTORY     - 1942     MONUMENTED       CGS
 AB0712  HISTORY     - 1942     GOOD             NGS
 AB0712  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0712  HISTORY     - 20020116 GOOD             LOCSUR
 AB0712  HISTORY     - 20040214 GOOD             GEOCAC
 AB0712
 AB0712                          STATION DESCRIPTION
 AB0712
 AB0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0712'IN SANTA ROSA.
 AB0712'AT SANTA ROSA, CAMERON COUNTY, IN THE SOUTH WALL OF THE TEXAS AND NEW
 AB0712'ORLEANS RAILROAD STATION, 8.7 FEET WEST OF THE EAST EDGE OF A BAY
 AB0712'WINDOW, 7.9 FEET EAST OF THE WEST EDGE, ABOUT 0.8 FOOT ABOVE GROUND,
 AB0712'19.5 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 AB0712'STAMPED W 657 1942 AND SET VERTICALLY.
 AB0712
 AB0712                          STATION RECOVERY (1988)
 AB0712
 AB0712'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0712'MARK NOT FOUND.
 AB0712
 AB0712                          STATION RECOVERY (2002)
 AB0712
 AB0712'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (JM)
 AB0712'RECOVERED BY GUZMAN AND MUNOZ ENGINEERING AND SURVEYING
 AB0712'HARLINGEN TEXAS
 AB0712
 AB0712                          STATION RECOVERY (2004)
 AB0712
 AB0712'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0712'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0366 ***********************************************************************
 AW0366  DESIGNATION -  W 658
 AW0366  PID         -  AW0366
 AW0366  STATE/COUNTY-  TX/HARRIS
 AW0366  USGS QUAD   -  JACINTO CITY (1982)
 AW0366
 AW0366                         *CURRENT SURVEY CONTROL
 AW0366  ___________________________________________________________________
 AW0366* NAD 83(1986)-  29 47 59.     (N)    095 14 25.     (W)     SCALED    
 AW0366* NAVD 88     -        11.186  (meters)      36.70   (feet)  ADJUSTED  
 AW0366  ___________________________________________________________________
 AW0366  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW0366  DYNAMIC HT  -          11.171 (meters)      36.65  (feet)  COMP
 AW0366  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 AW0366
 AW0366  VERT ORDER  -  FIRST     CLASS II
 AW0366
 AW0366.The horizontal coordinates were scaled from a topographic map and have
 AW0366.an estimated accuracy of +/- 6 seconds.
 AW0366
 AW0366.The orthometric height was determined by differential leveling
 AW0366.and adjusted by the National Geodetic Survey in June 1991..
 AW0366
 AW0366.The geoid height was determined by GEOID03.
 AW0366
 AW0366.The dynamic height is computed by dividing the NAVD 88
 AW0366.geopotential number by the normal gravity value computed on the
 AW0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0366.degrees latitude (g = 980.6199 gals.).
 AW0366
 AW0366.The modeled gravity was interpolated from observed gravity values.
 AW0366
 AW0366;                    North         East    Units  Estimated Accuracy
 AW0366;SPC TXSC     - 4,223,770.      963,390.      MT  (+/- 180 meters Scaled)
 AW0366
 AW0366                          SUPERSEDED SURVEY CONTROL
 AW0366
 AW0366  NGVD 29 (12/23/87)   11.184  (m)           36.69   (f) ADJUSTED    1 2
 AW0366
 AW0366.Superseded values are not recommended for survey control.
 AW0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0366.See file dsdata.txt to determine how the superseded data were derived.
 AW0366
 AW0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN834986(NAD 83)
 AW0366_MARKER: DB = BENCH MARK DISK
 AW0366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0366_SP_SET: HEADWALL
 AW0366_STAMPING: W 658 1942
 AW0366_MARK LOGO: CGS   
 AW0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0366+STABILITY: SURFACE MOTION
 AW0366
 AW0366  HISTORY     - Date     Condition        Report By
 AW0366  HISTORY     - 1942     MONUMENTED       CGS
 AW0366  HISTORY     - 1964     GOOD             NGS
 AW0366  HISTORY     - 1978     GOOD             NGS
 AW0366  HISTORY     - 1986     GOOD             NGS
 AW0366  HISTORY     - 19940911 GOOD             USPSQD
 AW0366
 AW0366                          STATION DESCRIPTION
 AW0366
 AW0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0366'5.6 MI NW FROM GREENS BAYOU.
 AW0366'ABOUT 1.15 MILES WEST ALONG MARKET STREET FROM THE MARKET STREET
 AW0366'BAPTIST CHURCH AT GREENS BAYOU, THENCE 2.55 MILES NORTH ALONG MAXEY
 AW0366'ROAD, THENCE 1.65 MILES WEST ALONG WALLISVILLE ROAD, THENCE 0.25 MILE
 AW0366'NORTH ALONG OATES ROAD, OR 7.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 90
 AW0366'FROM THE INTERSECTION OF THE SHELDON-DE ZAVALLA ROAD AT SHELDON,
 AW0366'THENCE 1.4 MILES SOUTH ALONG OATES ROAD, AT A CURVE AND 39 1/2 FEET
 AW0366'EAST OF THE CENTER LINE OF THE ROAD, 178 FEET NORTHWEST OF THE
 AW0366'NORTHWEST CORNER OF A BRICK HOUSE, 9 FEET SOUTH OF THE CENTER LINE OF
 AW0366'A PRIVATE DRIVEWAY, 9 FEET WEST OF A POWER POLE, AND SET IN THE TOP OF
 AW0366'THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A PIPE CULVERT UNDER
 AW0366'THE DRIVEWAY.
 AW0366
 AW0366                          STATION RECOVERY (1978)
 AW0366
 AW0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0366'RECOVERED IN GOOD CONDITION.
 AW0366
 AW0366                          STATION RECOVERY (1986)
 AW0366
 AW0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0366'RECOVERED IN GOOD CONDITION.
 AW0366
 AW0366                          STATION RECOVERY (1994)
 AW0366
 AW0366'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2897 ***********************************************************************
 AW2897  DESIGNATION -  W 659
 AW2897  PID         -  AW2897
 AW2897  STATE/COUNTY-  TX/HARRIS
 AW2897  USGS QUAD   -  MONT BELVIEU (1994)
 AW2897
 AW2897                         *CURRENT SURVEY CONTROL
 AW2897  ___________________________________________________________________
 AW2897* NAD 83(1986)-  29 50 43.     (N)    094 58 22.     (W)     SCALED    
 AW2897* NAVD 88     -        11.41   (+/-2cm)      37.4    (feet)  VERTCON   
 AW2897  ___________________________________________________________________
 AW2897  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2897
 AW2897  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2897
 AW2897.The horizontal coordinates were scaled from a topographic map and have
 AW2897.an estimated accuracy of +/- 6 seconds.
 AW2897
 AW2897.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2897.The vertical order pertains to the NGVD 29 superseded value.
 AW2897
 AW2897.The geoid height was determined by GEOID03.
 AW2897
 AW2897;                    North         East    Units  Estimated Accuracy
 AW2897;SPC TXSC     - 4,229,680.      989,060.      MT  (+/- 180 meters Scaled)
 AW2897
 AW2897                          SUPERSEDED SURVEY CONTROL
 AW2897
 AW2897  NGVD 29 (??/??/92)   11.405  (m)           37.42   (f) ADJ UNCH    1 2
 AW2897
 AW2897.Superseded values are not recommended for survey control.
 AW2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2897.See file dsdata.txt to determine how the superseded data were derived.
 AW2897
 AW2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP094032(NAD 83)
 AW2897_MARKER: DB = BENCH MARK DISK
 AW2897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2897_SP_SET: CULVERT
 AW2897_STAMPING: W 659 1942
 AW2897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2897
 AW2897  HISTORY     - Date     Condition        Report By
 AW2897  HISTORY     - 1942     MONUMENTED       CGS
 AW2897  HISTORY     - 1954     GOOD             NGS
 AW2897  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2897  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW2897
 AW2897                          STATION DESCRIPTION
 AW2897
 AW2897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2897'5.3 MI W FROM MONT BELVIEU.
 AW2897'0.45 MILE NORTHWEST ALONG THE BUSINESS ROUTE OF STATE HIGHWAY 146 FROM
 AW2897'THE METHODIST CHURCH AT MONT BELVIEU, THENCE 3.4 MILES WEST ALONG FARM
 AW2897'ROAD 1942, THENCE 1.45 MILES WEST ALONG AN OILED ROAD, 17 FEET EAST OF
 AW2897'THE CENTER LINE OF A SHELL ROAD LEADING SOUTH, 17 FEET SOUTH OF THE
 AW2897'CENTER LINE OF AN EAST AND WEST OILED ROAD, SET IN THE TOP OF THE WEST
 AW2897'END OF THE NORTH RETAINING WALL OF A CONCRETE CULVERT UNDER THE ROAD
 AW2897'LEADING SOUTH.
 AW2897
 AW2897                          STATION RECOVERY (1964)
 AW2897
 AW2897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2897'MARK NOT FOUND.
 AW2897
 AW2897                          STATION RECOVERY (1997)
 AW2897
 AW2897'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2010 ***********************************************************************
 BY2010  DESIGNATION -  W 66
 BY2010  PID         -  BY2010
 BY2010  STATE/COUNTY-  TX/LEON
 BY2010  USGS QUAD   -  KEECHI (1964)
 BY2010
 BY2010                         *CURRENT SURVEY CONTROL
 BY2010  ___________________________________________________________________
 BY2010* NAD 83(1986)-  31 30 11.     (N)    095 57 56.     (W)     SCALED    
 BY2010* NAVD 88     -        88.281  (meters)     289.64   (feet)  ADJUSTED  
 BY2010  ___________________________________________________________________
 BY2010  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BY2010  DYNAMIC HT  -          88.172 (meters)     289.28  (feet)  COMP
 BY2010  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 BY2010
 BY2010  VERT ORDER  -  FIRST     CLASS II
 BY2010
 BY2010.The horizontal coordinates were scaled from a topographic map and have
 BY2010.an estimated accuracy of +/- 6 seconds.
 BY2010
 BY2010.The orthometric height was determined by differential leveling
 BY2010.and adjusted by the National Geodetic Survey in June 1991..
 BY2010
 BY2010.The geoid height was determined by GEOID03.
 BY2010
 BY2010.The dynamic height is computed by dividing the NAVD 88
 BY2010.geopotential number by the normal gravity value computed on the
 BY2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2010.degrees latitude (g = 980.6199 gals.).
 BY2010
 BY2010.The modeled gravity was interpolated from observed gravity values.
 BY2010
 BY2010;                    North         East    Units  Estimated Accuracy
 BY2010;SPC TX C     - 3,211,720.    1,114,800.      MT  (+/- 180 meters Scaled)
 BY2010
 BY2010                          SUPERSEDED SURVEY CONTROL
 BY2010
 BY2010  NGVD 29 (??/??/92)   88.241  (m)          289.50   (f) ADJ UNCH    1 2
 BY2010
 BY2010.Superseded values are not recommended for survey control.
 BY2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2010.See file dsdata.txt to determine how the superseded data were derived.
 BY2010
 BY2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ183891(NAD 83)
 BY2010_MARKER: DB = BENCH MARK DISK
 BY2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2010_STAMPING: W 66 1919
 BY2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2010+STABILITY: SURFACE MOTION
 BY2010
 BY2010  HISTORY     - Date     Condition        Report By
 BY2010  HISTORY     - 1919     MONUMENTED       CGS
 BY2010  HISTORY     - 1947     GOOD             NGS
 BY2010  HISTORY     - 1964     POOR             USGS
 BY2010
 BY2010                          STATION DESCRIPTION
 BY2010
 BY2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2010'1.7 MI SW FROM KEECHI.
 BY2010'ABOUT 1.7 MILES SOUTHWEST ALONG THE INTERNATIONAL-GREAT NORTHERN
 BY2010'RAILROAD FROM THE POST OFFICE AT KEECHI, ABOUT 88 YARDS SOUTHWEST OF
 BY2010'THE SOUTHWEST END OF AN OVERPASS BRIDGE, 62.0 FEET SOUTHEAST OF THE
 BY2010'RIGHT OF WAY FENCE, 38.8 FEET NORTHWEST OF AND ABOUT 2.0 FEET HIGHER
 BY2010'THAN THE CENTER LINE OF THE TRACK.  8.7 FEET SOUTHWEST OF A TELEPHONE
 BY2010'POLE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY2010'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 7
 BY2010'INCHES ABOVE GROUND.
 BY2010
 BY2010                          STATION RECOVERY (1964)
 BY2010
 BY2010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY2010'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1211 ***********************************************************************
 BL1211  DESIGNATION -  W 661
 BL1211  PID         -  BL1211
 BL1211  STATE/COUNTY-  TX/HARRIS
 BL1211  USGS QUAD   -  HUFFMAN (1980)
 BL1211
 BL1211                         *CURRENT SURVEY CONTROL
 BL1211  ___________________________________________________________________
 BL1211* NAD 83(1986)-  30 01 22.     (N)    095 05 23.     (W)     SCALED    
 BL1211* NAVD 88     -        22.148  (meters)      72.66   (feet)  ADJUSTED  
 BL1211  ___________________________________________________________________
 BL1211  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1211  DYNAMIC HT  -          22.118 (meters)      72.57  (feet)  COMP
 BL1211  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 BL1211
 BL1211  VERT ORDER  -  FIRST     CLASS II
 BL1211
 BL1211.The horizontal coordinates were scaled from a topographic map and have
 BL1211.an estimated accuracy of +/- 6 seconds.
 BL1211
 BL1211.The orthometric height was determined by differential leveling
 BL1211.and adjusted by the National Geodetic Survey in June 1991..
 BL1211
 BL1211.The geoid height was determined by GEOID03.
 BL1211
 BL1211.The dynamic height is computed by dividing the NAVD 88
 BL1211.geopotential number by the normal gravity value computed on the
 BL1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1211.degrees latitude (g = 980.6199 gals.).
 BL1211
 BL1211.The modeled gravity was interpolated from observed gravity values.
 BL1211
 BL1211;                    North         East    Units  Estimated Accuracy
 BL1211;SPC TXSC     - 4,248,960.      977,110.      MT  (+/- 180 meters Scaled)
 BL1211
 BL1211                          SUPERSEDED SURVEY CONTROL
 BL1211
 BL1211  NGVD 29 (12/23/87)   22.146  (m)           72.66   (f) ADJUSTED    1 2
 BL1211
 BL1211.Superseded values are not recommended for survey control.
 BL1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1211.See file dsdata.txt to determine how the superseded data were derived.
 BL1211
 BL1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP984231(NAD 83)
 BL1211_MARKER: DB = BENCH MARK DISK
 BL1211_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BL1211+WITH SETTING: PAVEMENT
 BL1211_SP_SET: SIGNAL BASE
 BL1211_STAMPING: W 661 1942
 BL1211_MARK LOGO: CGS   
 BL1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1211+STABILITY: SURFACE MOTION
 BL1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1211+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL1211
 BL1211  HISTORY     - Date     Condition        Report By
 BL1211  HISTORY     - 1942     MONUMENTED       CGS
 BL1211  HISTORY     - 1973     GOOD             NGS
 BL1211  HISTORY     - 1978     GOOD             NGS
 BL1211  HISTORY     - 1987     GOOD             NGS
 BL1211  HISTORY     - 19970927 GOOD             USPSQD
 BL1211  HISTORY     - 20010101 GOOD             TXDOT
 BL1211  HISTORY     - 20040316 GOOD             USPSQD
 BL1211
 BL1211                          STATION DESCRIPTION
 BL1211
 BL1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1211'IN HUFFMAN.
 BL1211'AT THE INTERSECTION OF HIGHWAY FM 2100 AND FM 1960 AT HUFFMAN, SET IN
 BL1211'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF A
 BL1211'RAILROAD SIGNAL POST, 8 FEET NORTH OF THE NORTH RAIL OF THE TRACKS,
 BL1211'141 FEET EAST AND SOUTHEAST OF THE INTERSECTION OF FM 2100 AND FM
 BL1211'1960, 140.5 FEET EAST OF THE INTERSECTION OF FM 2100 AND THE MISSOURI
 BL1211'PACIFIC RAILROAD CROSSING, 56.5 FEET SOUTHEAST OF A POWER POLE WITH 3
 BL1211'GUY WIRES, 142 FEET SOUTH OF THE CENTER LINE OF FM 1960.  A C AND GS
 BL1211'DISK ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACKS AND DRILLED IN THE
 BL1211'CONCRETE BASE OF A RAILROAD SIGNAL POST.
 BL1211
 BL1211                          STATION RECOVERY (1978)
 BL1211
 BL1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1211'RECOVERED IN GOOD CONDITION.
 BL1211
 BL1211                          STATION RECOVERY (1987)
 BL1211
 BL1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1211'RECOVERED IN GOOD CONDITION.
 BL1211
 BL1211                          STATION RECOVERY (1997)
 BL1211
 BL1211'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1211'RECOVERED IN GOOD CONDITION.
 BL1211
 BL1211                          STATION RECOVERY (2001)
 BL1211
 BL1211'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 BL1211'RECOVERED IN GOOD CONDITION.
 BL1211
 BL1211                          STATION RECOVERY (2004)
 BL1211
 BL1211'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0679 ***********************************************************************
 AW0679  DESIGNATION -  W 662
 AW0679  PID         -  AW0679
 AW0679  STATE/COUNTY-  TX/HARRIS
 AW0679  USGS QUAD   -  HUMBLE (1995)
 AW0679
 AW0679                         *CURRENT SURVEY CONTROL
 AW0679  ___________________________________________________________________
 AW0679* NAD 83(1986)-  29 59 52.     (N)    095 15 51.     (W)     SCALED    
 AW0679* NAVD 88     -        29.060  (meters)      95.34   (feet)  ADJUSTED  
 AW0679  ___________________________________________________________________
 AW0679  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0679  DYNAMIC HT  -          29.021 (meters)      95.21  (feet)  COMP
 AW0679  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 AW0679
 AW0679  VERT ORDER  -  FIRST     CLASS II
 AW0679
 AW0679.The horizontal coordinates were scaled from a topographic map and have
 AW0679.an estimated accuracy of +/- 6 seconds.
 AW0679
 AW0679.The orthometric height was determined by differential leveling
 AW0679.and adjusted by the National Geodetic Survey in June 1991..
 AW0679
 AW0679.The geoid height was determined by GEOID03.
 AW0679
 AW0679.The dynamic height is computed by dividing the NAVD 88
 AW0679.geopotential number by the normal gravity value computed on the
 AW0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0679.degrees latitude (g = 980.6199 gals.).
 AW0679
 AW0679.The modeled gravity was interpolated from observed gravity values.
 AW0679
 AW0679;                    North         East    Units  Estimated Accuracy
 AW0679;SPC TXSC     - 4,245,640.      960,380.      MT  (+/- 180 meters Scaled)
 AW0679
 AW0679                          SUPERSEDED SURVEY CONTROL
 AW0679
 AW0679  NGVD 29 (12/23/87)   29.058  (m)           95.33   (f) ADJUSTED    1 2
 AW0679
 AW0679.Superseded values are not recommended for survey control.
 AW0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0679.See file dsdata.txt to determine how the superseded data were derived.
 AW0679
 AW0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP815206(NAD 83)
 AW0679_MARKER: DB = BENCH MARK DISK
 AW0679_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0679_SP_SET: FOUNDATION WALL
 AW0679_STAMPING: W 662 1942
 AW0679_MARK LOGO: CGS   
 AW0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0679+STABILITY: POSITION/ELEVATION WELL
 AW0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0679+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 AW0679
 AW0679  HISTORY     - Date     Condition        Report By
 AW0679  HISTORY     - 1942     MONUMENTED       CGS
 AW0679  HISTORY     - 1973     GOOD             NGS
 AW0679  HISTORY     - 1978     GOOD             NGS
 AW0679  HISTORY     - 1987     GOOD             NGS
 AW0679  HISTORY     - 20040316 GOOD             USPSQD
 AW0679  HISTORY     - 20050727 GOOD             ENGLE
 AW0679
 AW0679                          STATION DESCRIPTION
 AW0679
 AW0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0679'IN HUMBLE.
 AW0679'AT HUMBLE IN THE OLD COURTHOUSE WHICH IS NOW THE CLEANING CENTER
 AW0679'BUILDING. ON MAIN STREET BETWEEN AVENUE A AND AVENUE B, SET IN THE
 AW0679'SOUTH FACE OF THE BUILDING, 45 FEET NORTH OF THE CENTER LINE OF MAIN
 AW0679'STREET, 24 1/2 FEET WEST OF THE CENTER LINE OF A BLACKTOP DRIVE
 AW0679'LEADING TO THE NORTH, 34 FEET EAST OF THE SOUTHWEST CORNER OF THE
 AW0679'BUILDING.  A STANDARD DISK SET VERTICALLY IN THE SOUTH WALL OF THE
 AW0679'BUILDING.  NOTE-- DUE TO REFACING OF THE WALL, MARK IS INDENTED
 AW0679'APPROXIMATELY 1 IN. IN THE WALL.
 AW0679
 AW0679                          STATION RECOVERY (1978)
 AW0679
 AW0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0679'RECOVERED IN GOOD CONDITION.
 AW0679
 AW0679                          STATION RECOVERY (1987)
 AW0679
 AW0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0679'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--AT
 AW0679'211 MAIN STREET, 2.9 M (9.5 FT) WEST OF THE SOUTHEAST CORNER OF THE
 AW0679'BUILDING, AND 1.1 M (3.6 FT) ABOVE THE SIDEWALK.
 AW0679
 AW0679                          STATION RECOVERY (2004)
 AW0679
 AW0679'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0679'RECOVERED IN GOOD CONDITION.
 AW0679
 AW0679                          STATION RECOVERY (2005)
 AW0679
 AW0679'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AW0679'BUILDING IS NOW TWIN OAKS TAVERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0514 ***********************************************************************
 BL0514  DESIGNATION -  W 664
 BL0514  PID         -  BL0514
 BL0514  STATE/COUNTY-  TX/LIBERTY
 BL0514  USGS QUAD   -  DAYTON (1984)
 BL0514
 BL0514                         *CURRENT SURVEY CONTROL
 BL0514  ___________________________________________________________________
 BL0514* NAD 83(1986)-  30 01 11.     (N)    094 52 34.     (W)     SCALED    
 BL0514* NAVD 88     -        21.43   (+/-2cm)      70.3    (feet)  VERTCON   
 BL0514  ___________________________________________________________________
 BL0514  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0514
 BL0514  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0514
 BL0514.The horizontal coordinates were scaled from a topographic map and have
 BL0514.an estimated accuracy of +/- 6 seconds.
 BL0514
 BL0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0514.The vertical order pertains to the NGVD 29 superseded value.
 BL0514
 BL0514.The geoid height was determined by GEOID03.
 BL0514
 BL0514;                    North         East    Units  Estimated Accuracy
 BL0514;SPC TX C     - 3,052,050.    1,226,250.      MT  (+/- 180 meters Scaled)
 BL0514
 BL0514                          SUPERSEDED SURVEY CONTROL
 BL0514
 BL0514  NGVD 29 (??/??/92)   21.432  (m)           70.31   (f) ADJ UNCH    1 2
 BL0514
 BL0514.Superseded values are not recommended for survey control.
 BL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0514.See file dsdata.txt to determine how the superseded data were derived.
 BL0514
 BL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP190224(NAD 83)
 BL0514_MARKER: DB = BENCH MARK DISK
 BL0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0514_STAMPING: W 664 1942
 BL0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0514+STABILITY: SURFACE MOTION
 BL0514
 BL0514  HISTORY     - Date     Condition        Report By
 BL0514  HISTORY     - 1942     MONUMENTED       CGS
 BL0514  HISTORY     - 1959     GOOD             NGS
 BL0514  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0514  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0514  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0514  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0514  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0514  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0514  HISTORY     - 20040315 MARK NOT FOUND   USPSQD
 BL0514
 BL0514                          STATION DESCRIPTION
 BL0514
 BL0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0514'2.15 MI SE FROM DAYTON.
 BL0514'ABOUT 0.15 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE DAYTON HIGH
 BL0514'SCHOOL AT DAYTON, THENCE ABOUT 2.0 MILES SOUTHEAST ALONG FARM ROAD
 BL0514'1409, ABOUT 0.35 MILE NORTH OF A CURVE IN THE ROAD, 44 FEET WEST OF
 BL0514'THE CENTER LINE OF THE ROAD, 107 1/2 FEET NORTHEAST OF THE NORTHEAST
 BL0514'CORNER OF A SMALL HOUSE, 119 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BL0514'A SMALL HOUSE, 126 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 BL0514'DRIVEWAY, 115 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 BL0514'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BL0514'PROJECTING 6 INCHES.
 BL0514
 BL0514                          STATION RECOVERY (1977)
 BL0514
 BL0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0514'MARK NOT FOUND.
 BL0514
 BL0514                          STATION RECOVERY (1978)
 BL0514
 BL0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0514'NOT RECOVERED.  NOTE=UNABLE TO FIND BENCH MARK, MILEAGE DOES
 BL0514'NOT FIT.
 BL0514
 BL0514                          STATION RECOVERY (1988)
 BL0514
 BL0514'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0514'MARK NOT FOUND.
 BL0514
 BL0514                          STATION RECOVERY (1989)
 BL0514
 BL0514'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0514'MARK NOT FOUND.
 BL0514
 BL0514                          STATION RECOVERY (1990)
 BL0514
 BL0514'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0514'MARK NOT FOUND.
 BL0514
 BL0514                          STATION RECOVERY (1996)
 BL0514
 BL0514'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0514'MARK NOT FOUND.
 BL0514
 BL0514                          STATION RECOVERY (2004)
 BL0514
 BL0514'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0831 ***********************************************************************
 AW0831  DESIGNATION -  W 666
 AW0831  PID         -  AW0831
 AW0831  STATE/COUNTY-  TX/HARRIS
 AW0831  USGS QUAD   -  SETTEGAST (1995)
 AW0831
 AW0831                         *CURRENT SURVEY CONTROL
 AW0831  ___________________________________________________________________
 AW0831* NAD 83(1986)-  29 50 11.     (N)    095 16 12.     (W)     SCALED    
 AW0831* NAVD 88     -        13.144  (meters)      43.12   (feet)  ADJUSTED  
 AW0831  ___________________________________________________________________
 AW0831  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0831  DYNAMIC HT  -          13.126 (meters)      43.06  (feet)  COMP
 AW0831  MODELED GRAV-     979,293.5   (mgal)                       NAVD 88
 AW0831  OBS GRAVITY -     979,294.4   (mgal)                       GRAV_OBS
 AW0831
 AW0831  VERT ORDER  -  FIRST     CLASS II
 AW0831
 AW0831.The horizontal coordinates were scaled from a topographic map and have
 AW0831.an estimated accuracy of +/- 6 seconds.
 AW0831
 AW0831.The orthometric height was determined by differential leveling
 AW0831.and adjusted by the National Geodetic Survey in June 1991..
 AW0831
 AW0831.The geoid height was determined by GEOID03.
 AW0831
 AW0831.The dynamic height is computed by dividing the NAVD 88
 AW0831.geopotential number by the normal gravity value computed on the
 AW0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0831.degrees latitude (g = 980.6199 gals.).
 AW0831
 AW0831.The modeled gravity was interpolated from observed gravity values.
 AW0831.The observed gravity was obtained from relative gravimeter ties
 AW0831.to the IGSN71 gravity network.
 AW0831
 AW0831;                    North         East    Units  Estimated Accuracy
 AW0831;SPC TXSC     - 4,227,740.      960,390.      MT  (+/- 180 meters Scaled)
 AW0831
 AW0831                          SUPERSEDED SURVEY CONTROL
 AW0831
 AW0831  NGVD 29 (12/23/87)   13.141  (m)           43.11   (f) ADJUSTED    1 2
 AW0831
 AW0831.Superseded values are not recommended for survey control.
 AW0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0831.See file dsdata.txt to determine how the superseded data were derived.
 AW0831
 AW0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP806028(NAD 83)
 AW0831_MARKER: DB = BENCH MARK DISK
 AW0831_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0831_SP_SET: HEADWALL
 AW0831_STAMPING: W 666 1942
 AW0831_MARK LOGO: CGS   
 AW0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0831+STABILITY: SURFACE MOTION
 AW0831
 AW0831  HISTORY     - Date     Condition        Report By
 AW0831  HISTORY     - 1942     MONUMENTED       CGS
 AW0831  HISTORY     - 1973     GOOD             NGS
 AW0831  HISTORY     - 1978     GOOD             NGS
 AW0831  HISTORY     - 1987     GOOD             NGS
 AW0831
 AW0831                          STATION DESCRIPTION
 AW0831
 AW0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0831'0.2 MI N FROM EAST HOUSTON.
 AW0831'ABOUT 0.2 MILE NORTH ALONG EAST HOUSTON ROAD FROM THE HIBARD MEMORIAL
 AW0831'BAPTIST CHURCH AT EAST HOUSTON, SET IN THE TOP OF THE NORTH END OF THE
 AW0831'EAST HEADWALL FOR A 2-BY-8-FOOT BOX CULVERT, 14 FEET EAST OF THE
 AW0831'CENTER LINE OF EAST HOUSTON ROAD, 98 FEET NORTHWEST OF THE CENTER OF
 AW0831'THE JUNCTION OF CAROLWOOD ROAD AND EAST HOUSTON ROAD, 1 FOOT SOUTH OF
 AW0831'THE NORTH END OF THE HEADWALL, 100 FEET NORTH OF THE CENTER LINE OF
 AW0831'NORTH GREEN RIVER ROAD AND ABOUT LEVEL WITH EAST HOUSTON ROAD.
 AW0831
 AW0831                          STATION RECOVERY (1978)
 AW0831
 AW0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0831'RECOVERED IN GOOD CONDITION.
 AW0831
 AW0831                          STATION RECOVERY (1987)
 AW0831
 AW0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2050 ***********************************************************************
 AW2050  DESIGNATION -  W 668
 AW2050  PID         -  AW2050
 AW2050  STATE/COUNTY-  TX/HARRIS
 AW2050  USGS QUAD   -  ALMEDA (1995)
 AW2050
 AW2050                         *CURRENT SURVEY CONTROL
 AW2050  ___________________________________________________________________
 AW2050* NAD 83(1986)-  29 36 50.     (N)    095 22 51.     (W)     SCALED    
 AW2050* NAVD 88     -        17.297  (meters)      56.75   (feet)  ADJUSTED  
 AW2050  ___________________________________________________________________
 AW2050  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2050  DYNAMIC HT  -          17.273 (meters)      56.67  (feet)  COMP
 AW2050  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 AW2050
 AW2050  VERT ORDER  -  FIRST     CLASS II
 AW2050
 AW2050.The horizontal coordinates were scaled from a topographic map and have
 AW2050.an estimated accuracy of +/- 6 seconds.
 AW2050
 AW2050.The orthometric height was determined by differential leveling
 AW2050.and adjusted by the National Geodetic Survey in June 1991..
 AW2050
 AW2050.The geoid height was determined by GEOID03.
 AW2050
 AW2050.The dynamic height is computed by dividing the NAVD 88
 AW2050.geopotential number by the normal gravity value computed on the
 AW2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2050.degrees latitude (g = 980.6199 gals.).
 AW2050
 AW2050.The modeled gravity was interpolated from observed gravity values.
 AW2050
 AW2050;                    North         East    Units  Estimated Accuracy
 AW2050;SPC TXSC     - 4,202,760.      950,440.      MT  (+/- 180 meters Scaled)
 AW2050
 AW2050                          SUPERSEDED SURVEY CONTROL
 AW2050
 AW2050  NGVD 29 (12/23/87)   17.293  (m)           56.74   (f) ADJUSTED    1 2
 AW2050
 AW2050.Superseded values are not recommended for survey control.
 AW2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2050.See file dsdata.txt to determine how the superseded data were derived.
 AW2050
 AW2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN694783(NAD 83)
 AW2050_MARKER: DB = BENCH MARK DISK
 AW2050_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2050_SP_SET: HEADWALL
 AW2050_STAMPING: W 668 1942
 AW2050_MARK LOGO: CGS   
 AW2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2050+STABILITY: SURFACE MOTION
 AW2050
 AW2050  HISTORY     - Date     Condition        Report By
 AW2050  HISTORY     - 1942     MONUMENTED       CGS
 AW2050  HISTORY     - 1973     GOOD             NGS
 AW2050  HISTORY     - 1974     POOR             LOCENG
 AW2050  HISTORY     - 1978     POOR             NGS
 AW2050  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2050  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2050  HISTORY     - 1987     GOOD             NGS
 AW2050  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2050  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2050  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2050  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2050  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2050  HISTORY     - 19900805 MARK NOT FOUND   USPSQD
 AW2050  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2050  HISTORY     - 20040211 MARK NOT FOUND   USPSQD
 AW2050  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW2050
 AW2050                          STATION DESCRIPTION
 AW2050
 AW2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2050'2.9 MI E FROM ALMEDA.
 AW2050'0.55 MILE NORTH ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF ANDERSON
 AW2050'ROAD AT ALMEDA, THENCE 2.35 MILES EAST ALONG ALMEDA-GENOA ROAD, AT THE
 AW2050'JUNCTION OF FURMAN ROAD, IN THE TOP AND 1.1 FEET WEST OF THE EAST END
 AW2050'OF THE SOUTH CONCRETE HEADWALL OF A 3- BY 6-FOOT CONCRETE BOX CULVERT,
 AW2050'14 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 142 FEET
 AW2050'WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION, AND ABOUT 1/2 FOOT
 AW2050'HIGHER THAN THE ROAD.
 AW2050
 AW2050                          STATION RECOVERY (1974)
 AW2050
 AW2050'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW2050'MARK RECOVERED IN POOR CONDITION.
 AW2050
 AW2050                          STATION RECOVERY (1978)
 AW2050
 AW2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2050'MARK RECOVERED IN POOR CONDITION.
 AW2050
 AW2050                          STATION RECOVERY (1987)
 AW2050
 AW2050'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2050'MARK NOT FOUND.
 AW2050
 AW2050                          STATION RECOVERY (1987)
 AW2050
 AW2050'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW2050'MARK NOT FOUND.
 AW2050
 AW2050                          STATION RECOVERY (1987)
 AW2050
 AW2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2050'RECOVERED IN FAIR CONDITION.  THE DISK HAS BEEN SCRAPED AND THE
 AW2050'STAMPING IS W 668.
 AW2050
 AW2050                          STATION RECOVERY (1988)
 AW2050
 AW2050'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW2050'MARK NOT FOUND.
 AW2050
 AW2050                          STATION RECOVERY (1988)
 AW2050
 AW2050'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2050'MARK NOT FOUND.
 AW2050
 AW2050                          STATION RECOVERY (1989)
 AW2050
 AW2050'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2050'MARK NOT FOUND.
 AW2050
 AW2050                          STATION RECOVERY (1989)
 AW2050
 AW2050'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2050'MARK NOT FOUND.
 AW2050
 AW2050                          STATION RECOVERY (1989)
 AW2050
 AW2050'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2050'MARK NOT FOUND.
 AW2050
 AW2050                          STATION RECOVERY (1990)
 AW2050
 AW2050'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2050'MARK NOT FOUND.
 AW2050
 AW2050                          STATION RECOVERY (1997)
 AW2050
 AW2050'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2050'MARK NOT FOUND.
 AW2050
 AW2050                          STATION RECOVERY (2004)
 AW2050
 AW2050'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2050'ALL NEW CONCRETE HERE THIS IS NOW A 4 LANE ROAD INSTEAD OF THE OLD 2
 AW2050'LANE COUNTRY ROAD.
 AW2050
 AW2050                          STATION RECOVERY (2005)
 AW2050
 AW2050'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0309 ***********************************************************************
 AW0309  DESIGNATION -  W 669 RESET
 AW0309  PID         -  AW0309
 AW0309  STATE/COUNTY-  TX/HARRIS
 AW0309  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0309
 AW0309                         *CURRENT SURVEY CONTROL
 AW0309  ___________________________________________________________________
 AW0309* NAD 83(1986)-  29 47 04.     (N)    095 29 14.     (W)     SCALED    
 AW0309* NAVD 88     -        19.568  (meters)      64.20   (feet)  ADJUSTED  
 AW0309  ___________________________________________________________________
 AW0309  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW0309  DYNAMIC HT  -          19.541 (meters)      64.11  (feet)  COMP
 AW0309  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AW0309  OBS GRAVITY -     979,284.3   (mgal)                       GRAV_OBS
 AW0309
 AW0309  VERT ORDER  -  FIRST     CLASS I
 AW0309
 AW0309.The horizontal coordinates were scaled from a topographic map and have
 AW0309.an estimated accuracy of +/- 6 seconds.
 AW0309
 AW0309.The orthometric height was determined by differential leveling
 AW0309.and adjusted by the National Geodetic Survey in June 1991..
 AW0309
 AW0309.The geoid height was determined by GEOID03.
 AW0309
 AW0309.The dynamic height is computed by dividing the NAVD 88
 AW0309.geopotential number by the normal gravity value computed on the
 AW0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0309.degrees latitude (g = 980.6199 gals.).
 AW0309
 AW0309.The modeled gravity was interpolated from observed gravity values.
 AW0309.The observed gravity was obtained from relative gravimeter ties
 AW0309.to the IGSN71 gravity network.
 AW0309
 AW0309;                    North         East    Units  Estimated Accuracy
 AW0309;SPC TXSC     - 4,221,340.      939,580.      MT  (+/- 180 meters Scaled)
 AW0309
 AW0309                          SUPERSEDED SURVEY CONTROL
 AW0309
 AW0309  NGVD 29 (12/23/87)   19.563  (m)           64.18   (f) ADJUSTED    1 1
 AW0309
 AW0309.Superseded values are not recommended for survey control.
 AW0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0309.See file dsdata.txt to determine how the superseded data were derived.
 AW0309
 AW0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN595974(NAD 83)
 AW0309_MARKER: DB = BENCH MARK DISK
 AW0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0309_SP_SET: CONCRETE POST
 AW0309_STAMPING: W 669 RESET 1954
 AW0309_MARK LOGO: CGS   
 AW0309_PROJECTION: PROJECTING 10 CENTIMETERS
 AW0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0309+STABILITY: SURFACE MOTION
 AW0309
 AW0309  HISTORY     - Date     Condition        Report By
 AW0309  HISTORY     - 1954     MONUMENTED       CGS
 AW0309  HISTORY     - 1973     GOOD             NGS
 AW0309  HISTORY     - 1973     GOOD             NGS
 AW0309  HISTORY     - 1976     GOOD             NGS
 AW0309  HISTORY     - 1978     GOOD             NGS
 AW0309  HISTORY     - 1983     GOOD             NGS
 AW0309  HISTORY     - 1986     GOOD             NGS
 AW0309  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0309  HISTORY     - 19931023 GOOD             USPSQD
 AW0309  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0309
 AW0309                          STATION DESCRIPTION
 AW0309
 AW0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0309'9.35 MI E FROM ADDICKS.
 AW0309'ABOUT 9.35 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0309'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6, ABOUT 4 RAILS WEST OF THE
 AW0309'WEST END OF A TRESTLE, 31.4 FEET NORTH OF THE NORTH RAIL, 51.3 FEET
 AW0309'WEST OF THE SOUTHWEST LEG OF A METAL TOWER FOR A POWER LINE, 112.5
 AW0309'FEET EAST OF A PRIVATE ROAD CROSSING, 0.8 FOOT NORTH OF A METAL
 AW0309'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN
 AW0309'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 AW0309
 AW0309                          STATION RECOVERY (1973)
 AW0309
 AW0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0309'RECOVERED IN GOOD CONDITION.
 AW0309
 AW0309                          STATION RECOVERY (1976)
 AW0309
 AW0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0309'RECOVERED IN GOOD CONDITION.
 AW0309
 AW0309                          STATION RECOVERY (1978)
 AW0309
 AW0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0309'RECOVERED IN GOOD CONDITION.
 AW0309
 AW0309                          STATION RECOVERY (1983)
 AW0309
 AW0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0309'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0309'0.5 KM (0.3 MI) NORTH-NORTHWEST ALONG SAN JACINTO STREET FROM THE
 AW0309'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0309'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0309'MISSOURI-KANSAS-TEXAS RAILROAD TRACKS, THENCE 13.4 KM (8.3 MI)
 AW0309'WEST-NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD, AT A PRIVATE
 AW0309'ROAD CROSSING THE TRACKS, 34.29 METERS (112.5 FT) WEST OF THE PRIVATE
 AW0309'ROAD CROSSING THE TRACKS LEADING NORTH, 15.7 METERS (51.5 FT) WEST OF
 AW0309'THE SOUTHWEST LEG OF A METAL POWERLINE TOWER, AND 9.60 METERS
 AW0309'(31.5 FT) NORTH OF THE NORTHRAIL.
 AW0309'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AW0309'THE MARK IS 1.2 M BELOW TRACKS.
 AW0309
 AW0309                          STATION RECOVERY (1986)
 AW0309
 AW0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0309'RECOVERED IN GOOD CONDITION.
 AW0309
 AW0309                          STATION RECOVERY (1987)
 AW0309
 AW0309'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW0309'MARK NOT FOUND.
 AW0309
 AW0309                          STATION RECOVERY (1993)
 AW0309
 AW0309'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0309'RECOVERED IN GOOD CONDITION.
 AW0309
 AW0309                          STATION RECOVERY (2004)
 AW0309
 AW0309'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1268 ***********************************************************************
 BY1268  DESIGNATION -  W 67
 BY1268  PID         -  BY1268
 BY1268  STATE/COUNTY-  TX/CHEROKEE
 BY1268  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1268
 BY1268                         *CURRENT SURVEY CONTROL
 BY1268  ___________________________________________________________________
 BY1268* NAD 83(1986)-  31 57 48.     (N)    095 16 13.     (W)     SCALED    
 BY1268* NAVD 88     -       161.866  (meters)     531.06   (feet)  ADJUSTED  
 BY1268  ___________________________________________________________________
 BY1268  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1268  DYNAMIC HT  -         161.671 (meters)     530.42  (feet)  COMP
 BY1268  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 BY1268
 BY1268  VERT ORDER  -  FIRST     CLASS II
 BY1268
 BY1268.The horizontal coordinates were scaled from a topographic map and have
 BY1268.an estimated accuracy of +/- 6 seconds.
 BY1268
 BY1268.The orthometric height was determined by differential leveling
 BY1268.and adjusted by the National Geodetic Survey in June 1991..
 BY1268
 BY1268.The geoid height was determined by GEOID03.
 BY1268
 BY1268.The dynamic height is computed by dividing the NAVD 88
 BY1268.geopotential number by the normal gravity value computed on the
 BY1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1268.degrees latitude (g = 980.6199 gals.).
 BY1268
 BY1268.The modeled gravity was interpolated from observed gravity values.
 BY1268
 BY1268;                    North         East    Units  Estimated Accuracy
 BY1268;SPC TX C     - 3,265,500.    1,178,460.      MT  (+/- 180 meters Scaled)
 BY1268
 BY1268                          SUPERSEDED SURVEY CONTROL
 BY1268
 BY1268  NGVD 29 (??/??/92)  161.892  (m)          531.14   (f) ADJ UNCH    1 2
 BY1268
 BY1268.Superseded values are not recommended for survey control.
 BY1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1268.See file dsdata.txt to determine how the superseded data were derived.
 BY1268
 BY1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR854386(NAD 83)
 BY1268_MARKER: DB = BENCH MARK DISK
 BY1268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1268_SP_SET: BUILDING
 BY1268_STAMPING: W 67 1929 ELEV 530.859
 BY1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1268
 BY1268  HISTORY     - Date     Condition        Report By
 BY1268  HISTORY     - 1929     MONUMENTED       CGS
 BY1268  HISTORY     - 1952     GOOD             NGS
 BY1268  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 BY1268  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 BY1268
 BY1268                          STATION DESCRIPTION
 BY1268
 BY1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1268'IN JACKSONVILLE.
 BY1268'AT JACKSONVILLE, CHEROKEE COUNTY, AT THE SOUTHEAST CORNER OF MAIN AND
 BY1268'COMMERCE STREETS, IN THE NORTH WALL OF THE 5-STORY BRICK BUILDING
 BY1268'OCCUPIED BY THE FIRST NATIONAL BANK, 10 FEET FROM THE NORTHWEST
 BY1268'CORNER, AND 3 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED ELEV.
 BY1268'530.859 FT. W 67 1929 AND SET VERTICALLY.
 BY1268
 BY1268                          STATION RECOVERY (1963)
 BY1268
 BY1268'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 BY1268'MARK NOT FOUND.
 BY1268
 BY1268                          STATION RECOVERY (2004)
 BY1268
 BY1268'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1046 ***********************************************************************
 AB1046  DESIGNATION -  W 670
 AB1046  PID         -  AB1046
 AB1046  STATE/COUNTY-  TX/KENEDY
 AB1046  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1046
 AB1046                         *CURRENT SURVEY CONTROL
 AB1046  ___________________________________________________________________
 AB1046* NAD 83(1986)-  26 37 39.     (N)    097 34 11.     (W)     SCALED    
 AB1046* NAVD 88     -         5.846  (meters)      19.18   (feet)  ADJUSTED  
 AB1046  ___________________________________________________________________
 AB1046  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AB1046  DYNAMIC HT  -           5.836 (meters)      19.15  (feet)  COMP
 AB1046  MODELED GRAV-     979,071.4   (mgal)                       NAVD 88
 AB1046
 AB1046  VERT ORDER  -  SECOND    CLASS 0
 AB1046
 AB1046.The horizontal coordinates were scaled from a topographic map and have
 AB1046.an estimated accuracy of +/- 6 seconds.
 AB1046
 AB1046.The orthometric height was determined by differential leveling
 AB1046.and adjusted by the National Geodetic Survey in June 1991..
 AB1046
 AB1046.The geoid height was determined by GEOID03.
 AB1046
 AB1046.The dynamic height is computed by dividing the NAVD 88
 AB1046.geopotential number by the normal gravity value computed on the
 AB1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1046.degrees latitude (g = 980.6199 gals.).
 AB1046
 AB1046.The modeled gravity was interpolated from observed gravity values.
 AB1046
 AB1046;                    North         East    Units  Estimated Accuracy
 AB1046;SPC TX S     - 5,106,790.      392,630.      MT  (+/- 180 meters Scaled)
 AB1046
 AB1046                          SUPERSEDED SURVEY CONTROL
 AB1046
 AB1046  NGVD 29 (??/??/92)    5.919  (m)           19.42   (f) ADJ UNCH    2 0
 AB1046
 AB1046.Superseded values are not recommended for survey control.
 AB1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1046.See file dsdata.txt to determine how the superseded data were derived.
 AB1046
 AB1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ423459(NAD 83)
 AB1046_MARKER: DB = BENCH MARK DISK
 AB1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1046_STAMPING: W 670 1942
 AB1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1046+STABILITY: SURFACE MOTION
 AB1046
 AB1046  HISTORY     - Date     Condition        Report By
 AB1046  HISTORY     - 1942     MONUMENTED       CGS
 AB1046  HISTORY     - 1956     GOOD             USGS
 AB1046
 AB1046                          STATION DESCRIPTION
 AB1046
 AB1046'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1046'13.0 MI SE FROM NORIAS RANCH.
 AB1046'FROM NORIAS RANCH PROCEED 1.1 MILE SOUTHEAST ALONG HARD SURFACE ROAD
 AB1046'TO A GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 6.7 MILES ALONG TRACK
 AB1046'ROAD TO A GATE, 0.6 MILE SOUTH THRU GATE ALONG FENCE, 0.25 MILE EAST
 AB1046'ALONG FENCE TO ROAD FORK, 1.5 MILE SOUTHEAST ALONG RIGHT FORK TO THE
 AB1046'BEGINNING OF HARD SURFACE ROAD, CONTINUE FOR 0.2 MILE ON HARD SURFACE
 AB1046'ROAD TO A TRACK ROAD SOUTHEAST, 1.3 MILE ALONG TRACK ROAD TO A ROAD
 AB1046'FORK, 1.1 MILE SOUTHEAST ALONG RIGHT FORK TO A DIM TRACK ROAD SOUTH,
 AB1046'SOUTH ALONG DIM TRACK ROAD FOR 1.0 MILE, 14 FEET EAST OF CENTERLINE OF
 AB1046'ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0187 ***********************************************************************
 AB0187  DESIGNATION -  W 671
 AB0187  PID         -  AB0187
 AB0187  STATE/COUNTY-  TX/WILLACY
 AB0187  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0187
 AB0187                         *CURRENT SURVEY CONTROL
 AB0187  ___________________________________________________________________
 AB0187* NAD 83(1993)-  26 30 13.85623(N)    097 29 28.95563(W)     ADJUSTED  
 AB0187* NAVD 88     -         2.795  (meters)       9.17   (feet)  ADJUSTED  
 AB0187  ___________________________________________________________________
 AB0187  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 AB0187  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB0187  DYNAMIC HT  -           2.790 (meters)       9.15  (feet)  COMP
 AB0187  MODELED GRAV-     979,069.0   (mgal)                       NAVD 88
 AB0187
 AB0187  HORZ ORDER  -  THIRD
 AB0187  VERT ORDER  -  SECOND    CLASS 0
 AB0187
 AB0187.The horizontal coordinates were established by classical geodetic methods
 AB0187.and adjusted by the National Geodetic Survey in February 1996..
 AB0187
 AB0187.The orthometric height was determined by differential leveling
 AB0187.and adjusted by the National Geodetic Survey in June 1991..
 AB0187
 AB0187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0187
 AB0187.The geoid height was determined by GEOID03.
 AB0187
 AB0187.The dynamic height is computed by dividing the NAVD 88
 AB0187.geopotential number by the normal gravity value computed on the
 AB0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0187.degrees latitude (g = 980.6199 gals.).
 AB0187
 AB0187.The modeled gravity was interpolated from observed gravity values.
 AB0187
 AB0187;                    North         East     Units Scale Factor Converg.
 AB0187;SPC TX S     - 5,093,155.425   400,538.526   MT  0.99993219   +0 27 28.5
 AB0187;SPC TX S     -16,709,794.09  1,314,100.15   sFT  0.99993219   +0 27 28.5
 AB0187;UTM  14      - 2,932,367.273   650,340.172   MT  0.99987905   +0 40 24.1
 AB0187
 AB0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0187!SPC TX S     -   1.00000316  x   0.99993219  =   0.99993535
 AB0187!UTM  14      -   1.00000316  x   0.99987905  =   0.99988221
 AB0187
 AB0187                          SUPERSEDED SURVEY CONTROL
 AB0187
 AB0187  NAD 83(1986)-  26 30 13.86954(N)    097 29 28.91945(W) AD(       ) 3
 AB0187  NAD 27      -  26 30 12.62600(N)    097 29 27.98300(W) AD(       ) 3
 AB0187  NGVD 29 (??/??/92)    2.861  (m)            9.39   (f) ADJ UNCH    2 0
 AB0187
 AB0187.Superseded values are not recommended for survey control.
 AB0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0187.See file dsdata.txt to determine how the superseded data were derived.
 AB0187
 AB0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5034032367(NAD 83)
 AB0187_MARKER: DB = BENCH MARK DISK
 AB0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0187_STAMPING: W 671 1942
 AB0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0187+STABILITY: SURFACE MOTION
 AB0187
 AB0187  HISTORY     - Date     Condition        Report By
 AB0187  HISTORY     - 1942     MONUMENTED       CGS
 AB0187  HISTORY     - 1949     GOOD             USE
 AB0187
 AB0187                          STATION DESCRIPTION
 AB0187
 AB0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0187'19.0 MI E FROM RAYMONDVILLE.
 AB0187'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0187'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0187'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0187'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0187'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 7.0 MILES TO AN OFFSET IN
 AB0187'THE RIGHT-OF-WAY FENCE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AB0187'0.2 MILE EAST OF GATES IN RIGHT-OF-WAY FENCE ON EITHER SIDE OF THE
 AB0187'ROAD, 55.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AB0187'CENTERLINE OF THE ROAD, 5.0 FEET EAST OF A CORNER FENCE POST, 3.0 FEET
 AB0187'WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 2.0 FEET NORTH OF THE
 AB0187'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 AB0187
 AB0187                          STATION RECOVERY (1949)
 AB0187
 AB0187'RECOVERY NOTE BY US ENGINEERS 1949
 AB0187'THE STATION IS LOCATED ABOUT 20 MILES EAST OF RAYMONDVILLE
 AB0187'AND ABOUT 5.5 MILES SOUTHWEST OF THE VILLAGE OF RED FISH
 AB0187'BAY.  IT IS 40 FEET NORTH OF THE CENTER OF A DIRT ROAD, 6
 AB0187'FEET SOUTH OF A WITNESS POST AND 7.5 FEET SOUTH OF AN EAST-WEST
 AB0187'FENCE LINE.
 AB0187'
 AB0187'U.S.E. BM. W671 IS 40 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 AB0187'3 FEET NORTH OF AN EAST-WEST FENCE LINE AND 4 FEET EAST OF A
 AB0187'FENCE CORNER.  IT IS A U.S.E. BENCH MARK DISK SET IN THE TOP
 AB0187'OF A 6-INCH SQUARE CONCRETE POST.  IT IS STAMPED W 671 1942
 AB0187'AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1051 ***********************************************************************
 AB1051  DESIGNATION -  W 672
 AB1051  PID         -  AB1051
 AB1051  STATE/COUNTY-  TX/WILLACY
 AB1051  USGS QUAD   -  EL JARDIN (1975)
 AB1051
 AB1051                         *CURRENT SURVEY CONTROL
 AB1051  ___________________________________________________________________
 AB1051* NAD 83(1986)-  26 34 46.     (N)    097 34 02.     (W)     SCALED    
 AB1051* NAVD 88     -         5.087  (meters)      16.69   (feet)  ADJUSTED  
 AB1051  ___________________________________________________________________
 AB1051  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AB1051  DYNAMIC HT  -           5.079 (meters)      16.66  (feet)  COMP
 AB1051  MODELED GRAV-     979,068.5   (mgal)                       NAVD 88
 AB1051
 AB1051  VERT ORDER  -  SECOND    CLASS 0
 AB1051
 AB1051.The horizontal coordinates were scaled from a topographic map and have
 AB1051.an estimated accuracy of +/- 6 seconds.
 AB1051
 AB1051.The orthometric height was determined by differential leveling
 AB1051.and adjusted by the National Geodetic Survey in June 1991..
 AB1051
 AB1051.The geoid height was determined by GEOID03.
 AB1051
 AB1051.The dynamic height is computed by dividing the NAVD 88
 AB1051.geopotential number by the normal gravity value computed on the
 AB1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1051.degrees latitude (g = 980.6199 gals.).
 AB1051
 AB1051.The modeled gravity was interpolated from observed gravity values.
 AB1051
 AB1051;                    North         East    Units  Estimated Accuracy
 AB1051;SPC TX S     - 5,101,470.      392,920.      MT  (+/- 180 meters Scaled)
 AB1051
 AB1051                          SUPERSEDED SURVEY CONTROL
 AB1051
 AB1051  NGVD 29 (??/??/92)    5.158  (m)           16.92   (f) ADJ UNCH    2 0
 AB1051
 AB1051.Superseded values are not recommended for survey control.
 AB1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1051.See file dsdata.txt to determine how the superseded data were derived.
 AB1051
 AB1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ426406(NAD 83)
 AB1051_MARKER: DB = BENCH MARK DISK
 AB1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1051_STAMPING: W 672 1942
 AB1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1051+STABILITY: SURFACE MOTION
 AB1051
 AB1051  HISTORY     - Date     Condition        Report By
 AB1051  HISTORY     - 1942     MONUMENTED       CGS
 AB1051
 AB1051                          STATION DESCRIPTION
 AB1051
 AB1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1051'7.0 MI N FROM SAUZ RANCH.
 AB1051'TO REACH FROM THE SAUZ RANCH HEADQUARTERS, PROCEED NORTHERLY ON TRACK
 AB1051'ROAD TO THE MOGOTES CAMP, GO 4.0 MILES TO A GATE 0.3 MILE NORTH OF THE
 AB1051'CAMP, PASS THROUGH GATE AND GO 0.2 MILE NORTHEASTERLY TO A GATE, PASS
 AB1051'THROUGH GATE AND CONTINUE NORTHERLY 2.8 MILES TO THE INTERSECTION OF A
 AB1051'TRAIL LEADING WEST ALONG THE KENEDY-WILLACY COUNTY LINE AND SITE OF
 AB1051'BENCH MARK.  BENCH MARK IS 25.0 FEET SOUTH OF THE CENTER OF THE
 AB1051'INTERSECTION, 18.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AB1051'CENTERLINE OF THE ROAD, AND 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN
 AB1051'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0572 ***********************************************************************
 AB0572  DESIGNATION -  W 674 RESET 1950
 AB0572  PID         -  AB0572
 AB0572  STATE/COUNTY-  TX/WILLACY
 AB0572  USGS QUAD   -  PASO REAL (1980)
 AB0572
 AB0572                         *CURRENT SURVEY CONTROL
 AB0572  ___________________________________________________________________
 AB0572* NAD 83(1986)-  26 19 20.     (N)    097 34 32.     (W)     SCALED    
 AB0572* NAVD 88     -         6.29   (meters)      20.6    (feet)  RESET     
 AB0572  ___________________________________________________________________
 AB0572  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AB0572
 AB0572  VERT ORDER  -  THIRD
 AB0572
 AB0572.The horizontal coordinates were scaled from a topographic map and have
 AB0572.an estimated accuracy of +/- 6 seconds.
 AB0572
 AB0572.The orthometric height was computed from unverified reset data.
 AB0572
 AB0572.The geoid height was determined by GEOID03.
 AB0572
 AB0572;                    North         East    Units  Estimated Accuracy
 AB0572;SPC TX S     - 5,072,970.      392,300.      MT  (+/- 180 meters Scaled)
 AB0572
 AB0572                          SUPERSEDED SURVEY CONTROL
 AB0572
 AB0572.No superseded survey control is available for this station.
 AB0572
 AB0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ421121(NAD 83)
 AB0572_MARKER: DB = BENCH MARK DISK
 AB0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0572_STAMPING: W 674 1942 RESET
 AB0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0572+STABILITY: SURFACE MOTION
 AB0572
 AB0572  HISTORY     - Date     Condition        Report By
 AB0572  HISTORY     - 1950     MONUMENTED       TXHD
 AB0572  HISTORY     - 1950     GOOD             TXHD
 AB0572
 AB0572                          STATION DESCRIPTION
 AB0572
 AB0572'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AB0572'0.7 MI W FROM RIO HONDO.
 AB0572'IN WILLACY COUNTY, 0.7 MILE WEST ALONG A PAVED ROAD FROM THE HIGH
 AB0572'SCHOOL AT RIO HONDO, CAMERON COUNTY, 6.3 MILES NORTH ALONG A ROAD. 1.0
 AB0572'MILE NORTH OF THE WILLACY-CAMERON COUNTY LINE, 0.3 MILE SOUTH OF THE
 AB0572'JUNCTION OF A PRIVATE ROAD LEADING WEST, AT A DIVISION FENCE CORNER,
 AB0572'AND 40 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 AB0572'STAMPED W 674 942 RESET AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0319 ***********************************************************************
 AB0319  DESIGNATION -  W 676
 AB0319  PID         -  AB0319
 AB0319  STATE/COUNTY-  TX/CAMERON
 AB0319  USGS QUAD   -  LA COMA (1983)
 AB0319
 AB0319                         *CURRENT SURVEY CONTROL
 AB0319  ___________________________________________________________________
 AB0319* NAD 83(1986)-  26 09 34.     (N)    097 21 04.     (W)     SCALED    
 AB0319* NAVD 88     -         3.971  (meters)      13.03   (feet)  ADJUSTED  
 AB0319  ___________________________________________________________________
 AB0319  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 AB0319  DYNAMIC HT  -           3.964 (meters)      13.01  (feet)  COMP
 AB0319  MODELED GRAV-     979,061.0   (mgal)                       NAVD 88
 AB0319
 AB0319  VERT ORDER  -  SECOND    CLASS 0
 AB0319
 AB0319.The horizontal coordinates were scaled from a topographic map and have
 AB0319.an estimated accuracy of +/- 6 seconds.
 AB0319
 AB0319.The orthometric height was determined by differential leveling
 AB0319.and adjusted by the National Geodetic Survey in June 1991..
 AB0319
 AB0319.The geoid height was determined by GEOID03.
 AB0319
 AB0319.The dynamic height is computed by dividing the NAVD 88
 AB0319.geopotential number by the normal gravity value computed on the
 AB0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0319.degrees latitude (g = 980.6199 gals.).
 AB0319
 AB0319.The modeled gravity was interpolated from observed gravity values.
 AB0319
 AB0319;                    North         East    Units  Estimated Accuracy
 AB0319;SPC TX S     - 5,055,120.      414,870.      MT  (+/- 180 meters Scaled)
 AB0319
 AB0319                          SUPERSEDED SURVEY CONTROL
 AB0319
 AB0319  NGVD 29 (??/??/92)    4.070  (m)           13.35   (f) ADJ UNCH    2 0
 AB0319
 AB0319.Superseded values are not recommended for survey control.
 AB0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0319.See file dsdata.txt to determine how the superseded data were derived.
 AB0319
 AB0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP648943(NAD 83)
 AB0319_MARKER: DB = BENCH MARK DISK
 AB0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0319_SP_SET: CULVERT
 AB0319_STAMPING: W 676 1942
 AB0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0319
 AB0319  HISTORY     - Date     Condition        Report By
 AB0319  HISTORY     - 1942     MONUMENTED       CGS
 AB0319  HISTORY     - 1950     GOOD             NGS
 AB0319
 AB0319                          STATION DESCRIPTION
 AB0319
 AB0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0319'0.2 MI N FROM BAYVIEW.
 AB0319'0.2 MILE NORTH ALONG A ROAD FROM CAMERON COUNTY WATER DISTRICT OFFICE
 AB0319'NUMBER 11 AT BAYVIEW, CAMERON COUNTY, 3.0 MILES EAST ALONG A ROAD TO A
 AB0319'TRIANGULAR ROAD JUNCTION, AND 1.9 MILES NORTH ALONG A PAVED ROAD. 0.5
 AB0319'MILE NORTH OF THE JUNCTION OF A ROAD LEADING EAST TO AN AIRPORT, AT
 AB0319'THE CENTER OF A SMALL ROAD FILL, 800 FEET SOUTH OF THE NORTH END OF
 AB0319'THE PAVEMENT, 28 FEET WEST OF AND 2.5 FEET LOWER THAN THE CENTERLINE
 AB0319'OF THE ROAD, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AT A SMALL
 AB0319'CONCRETE CULVERT, AND IN THE TOP OF THE SOUTH END OF THE WEST
 AB0319'HEADWALL.  A STANDARD DISK, STAMPED W 676 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0295 ***********************************************************************
 AB0295  DESIGNATION -  W 677 RESET 1965
 AB0295  PID         -  AB0295
 AB0295  STATE/COUNTY-  TX/CAMERON
 AB0295  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0295
 AB0295                         *CURRENT SURVEY CONTROL
 AB0295  ___________________________________________________________________
 AB0295* NAD 83(1986)-  26 09 36.     (N)    097 28 06.     (W)     SCALED    
 AB0295* NAVD 88     -         4.60   (meters)      15.1    (feet)  RESET     
 AB0295  ___________________________________________________________________
 AB0295  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 AB0295
 AB0295  VERT ORDER  -  THIRD
 AB0295
 AB0295.The horizontal coordinates were scaled from a topographic map and have
 AB0295.an estimated accuracy of +/- 6 seconds.
 AB0295
 AB0295.The orthometric height was computed from unverified reset data.
 AB0295
 AB0295.The geoid height was determined by GEOID03.
 AB0295
 AB0295;                    North         East    Units  Estimated Accuracy
 AB0295;SPC TX S     - 5,055,080.      403,150.      MT  (+/- 180 meters Scaled)
 AB0295
 AB0295                          SUPERSEDED SURVEY CONTROL
 AB0295
 AB0295.No superseded survey control is available for this station.
 AB0295
 AB0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP530943(NAD 83)
 AB0295_MARKER: DB = BENCH MARK DISK
 AB0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0295_STAMPING: W 677 RESET 1965
 AB0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0295+STABILITY: SURFACE MOTION
 AB0295
 AB0295  HISTORY     - Date     Condition        Report By
 AB0295  HISTORY     - 1965     MONUMENTED       CGS
 AB0295  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0295  HISTORY     - 19910424 GOOD             USPSQD
 AB0295
 AB0295                          STATION DESCRIPTION
 AB0295
 AB0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AB0295'6.4 MI N FROM LOS FRESNOS.
 AB0295'ABOUT 6.4 MILES NORTH ALONG F M HIGHWAY 1847 FROM THE POST OFFICE IN
 AB0295'LOS FRESNOS TO SITE OF BENCH MARK.  49 FEET WEST OF THE CENTER LINE OF
 AB0295'HIGHWAY, 100 FEET SOUTH OF A FIELD ENTRANCE, 1 FOOT SOUTH OF A METAL
 AB0295'WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 112 +
 AB0295'20.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS
 AB0295'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 AB0295
 AB0295                          STATION RECOVERY (1987)
 AB0295
 AB0295'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0295'MARK NOT FOUND.
 AB0295
 AB0295                          STATION RECOVERY (1991)
 AB0295
 AB0295'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0010 ***********************************************************************
 AB0010  DESIGNATION -  W 678
 AB0010  PID         -  AB0010
 AB0010  STATE/COUNTY-  TX/CAMERON
 AB0010  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0010
 AB0010                         *CURRENT SURVEY CONTROL
 AB0010  ___________________________________________________________________
 AB0010* NAD 83(1986)-  25 55 17.     (N)    097 28 31.     (W)     SCALED    
 AB0010* NAVD 88     -         7.053  (meters)      23.14   (feet)  ADJUSTED  
 AB0010  ___________________________________________________________________
 AB0010  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 AB0010  DYNAMIC HT  -           7.042 (meters)      23.10  (feet)  COMP
 AB0010  MODELED GRAV-     979,029.0   (mgal)                       NAVD 88
 AB0010
 AB0010  VERT ORDER  -  FIRST     CLASS II
 AB0010
 AB0010.The horizontal coordinates were scaled from a topographic map and have
 AB0010.an estimated accuracy of +/- 6 seconds.
 AB0010
 AB0010.The orthometric height was determined by differential leveling
 AB0010.and adjusted by the National Geodetic Survey in June 1991..
 AB0010
 AB0010.The geoid height was determined by GEOID03.
 AB0010
 AB0010.The dynamic height is computed by dividing the NAVD 88
 AB0010.geopotential number by the normal gravity value computed on the
 AB0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0010.degrees latitude (g = 980.6199 gals.).
 AB0010
 AB0010.The modeled gravity was interpolated from observed gravity values.
 AB0010
 AB0010;                    North         East    Units  Estimated Accuracy
 AB0010;SPC TX S     - 5,028,640.      402,670.      MT  (+/- 180 meters Scaled)
 AB0010
 AB0010                          SUPERSEDED SURVEY CONTROL
 AB0010
 AB0010  NGVD 29 (??/??/92)    7.137  (m)           23.42   (f) ADJ UNCH    1 2
 AB0010
 AB0010.Superseded values are not recommended for survey control.
 AB0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0010.See file dsdata.txt to determine how the superseded data were derived.
 AB0010
 AB0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP527678(NAD 83)
 AB0010_MARKER: DB = BENCH MARK DISK
 AB0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0010_SP_SET: CULVERT
 AB0010_STAMPING: W 678 1942
 AB0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0010
 AB0010  HISTORY     - Date     Condition        Report By
 AB0010  HISTORY     - 1942     MONUMENTED       CGS
 AB0010  HISTORY     - 1951     GOOD             NGS
 AB0010  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0010  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0010  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0010  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0010
 AB0010                          STATION DESCRIPTION
 AB0010
 AB0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0010'2.4 MI NE FROM BROWNSVILLE.
 AB0010'1.0 MILE NORTHEAST ALONG SEVENTH STREET FROM THE INTERSECTION OF U. S.
 AB0010'HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE 0.6 MILE NORTH ALONG
 AB0010'THE LOS FRESNOS ROAD, AND 0.8 MILE EAST ALONG STATE HIGHWAY 48, 0.6
 AB0010'MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 4, AT A CONCRETE
 AB0010'CULVERT, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL, 24 FEET NORTH
 AB0010'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY.
 AB0010
 AB0010                          STATION RECOVERY (1951)
 AB0010
 AB0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0010'RECOVERED IN GOOD CONDITION.
 AB0010
 AB0010                          STATION RECOVERY (1982)
 AB0010
 AB0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0010'NOT RECOVERED THIS DATE, STREET HAS BEEN WIDEN.
 AB0010
 AB0010                          STATION RECOVERY (1987)
 AB0010
 AB0010'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0010'MARK NOT FOUND.
 AB0010
 AB0010                          STATION RECOVERY (1990)
 AB0010
 AB0010'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0010'MARK NOT FOUND.
 AB0010
 AB0010                          STATION RECOVERY (1991)
 AB0010
 AB0010'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0059 ***********************************************************************
 AB0059  DESIGNATION -  W 679
 AB0059  PID         -  AB0059
 AB0059  STATE/COUNTY-  TX/CAMERON
 AB0059  USGS QUAD   -  PALMITO HILL (1983)
 AB0059
 AB0059                         *CURRENT SURVEY CONTROL
 AB0059  ___________________________________________________________________
 AB0059* NAD 83(1986)-  25 56 24.     (N)    097 21 31.     (W)     SCALED    
 AB0059* NAVD 88     -         2.318  (meters)       7.61   (feet)  ADJUSTED  
 AB0059  ___________________________________________________________________
 AB0059  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 AB0059  DYNAMIC HT  -           2.314 (meters)       7.59  (feet)  COMP
 AB0059  MODELED GRAV-     979,045.0   (mgal)                       NAVD 88
 AB0059
 AB0059  VERT ORDER  -  SECOND    CLASS 0
 AB0059
 AB0059.The horizontal coordinates were scaled from a topographic map and have
 AB0059.an estimated accuracy of +/- 6 seconds.
 AB0059
 AB0059.The orthometric height was determined by differential leveling
 AB0059.and adjusted by the National Geodetic Survey in June 1991..
 AB0059
 AB0059.The geoid height was determined by GEOID03.
 AB0059
 AB0059.The dynamic height is computed by dividing the NAVD 88
 AB0059.geopotential number by the normal gravity value computed on the
 AB0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0059.degrees latitude (g = 980.6199 gals.).
 AB0059
 AB0059.The modeled gravity was interpolated from observed gravity values.
 AB0059
 AB0059;                    North         East    Units  Estimated Accuracy
 AB0059;SPC TX S     - 5,030,800.      414,340.      MT  (+/- 180 meters Scaled)
 AB0059
 AB0059                          SUPERSEDED SURVEY CONTROL
 AB0059
 AB0059  NGVD 29 (??/??/92)    2.416  (m)            7.93   (f) ADJ UNCH    2 0
 AB0059
 AB0059.Superseded values are not recommended for survey control.
 AB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0059.See file dsdata.txt to determine how the superseded data were derived.
 AB0059
 AB0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP643700(NAD 83)
 AB0059_MARKER: DB = BENCH MARK DISK
 AB0059_SETTING: 0 = UNSPECIFIED SETTING
 AB0059_STAMPING: W 679 1942
 AB0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0059
 AB0059  HISTORY     - Date     Condition        Report By
 AB0059  HISTORY     - 1942     MONUMENTED       CGS
 AB0059  HISTORY     - 1949     GOOD             NGS
 AB0059
 AB0059                          STATION DESCRIPTION
 AB0059
 AB0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0059'10.6 MI NE FROM BROWNSVILLE.
 AB0059'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 AB0059'48, NE OF BROWNSVILLE, GO E ON HIGHWAY 4 ABOUT 7.7 MILES TO BENCH MARK
 AB0059'SITE, 0.15 MILE SW OF WOODEN BRIDGE AND CURVE IN HIGHWAY, 96 FT. NW
 AB0059'AND ABOUT 2.0 FT. BELOW THE CENTERLINE OF HIGHWAY, 4.0 FT. S OF
 AB0059'TELEPHONE LINE, AND 3.0 FT. W OF 4X4 INCH WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1095 ***********************************************************************
 BY1095  DESIGNATION -  W 68
 BY1095  PID         -  BY1095
 BY1095  STATE/COUNTY-  TX/NACOGDOCHES
 BY1095  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1095
 BY1095                         *CURRENT SURVEY CONTROL
 BY1095  ___________________________________________________________________
 BY1095* NAD 83(1986)-  31 36 15.     (N)    094 39 32.     (W)     SCALED    
 BY1095* NAVD 88     -        87.284  (meters)     286.36   (feet)  ADJUSTED  
 BY1095  ___________________________________________________________________
 BY1095  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1095  DYNAMIC HT  -          87.176 (meters)     286.01  (feet)  COMP
 BY1095  MODELED GRAV-     979,402.8   (mgal)                       NAVD 88
 BY1095
 BY1095  VERT ORDER  -  FIRST     CLASS II
 BY1095
 BY1095.The horizontal coordinates were scaled from a topographic map and have
 BY1095.an estimated accuracy of +/- 6 seconds.
 BY1095
 BY1095.The orthometric height was determined by differential leveling
 BY1095.and adjusted by the National Geodetic Survey in June 1991..
 BY1095
 BY1095.The geoid height was determined by GEOID03.
 BY1095
 BY1095.The dynamic height is computed by dividing the NAVD 88
 BY1095.geopotential number by the normal gravity value computed on the
 BY1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1095.degrees latitude (g = 980.6199 gals.).
 BY1095
 BY1095.The modeled gravity was interpolated from observed gravity values.
 BY1095
 BY1095;                    North         East    Units  Estimated Accuracy
 BY1095;SPC TX C     - 3,228,520.    1,238,220.      MT  (+/- 180 meters Scaled)
 BY1095
 BY1095                          SUPERSEDED SURVEY CONTROL
 BY1095
 BY1095  NGVD 29 (??/??/92)   87.397  (m)          286.74   (f) ADJ UNCH    1 2
 BY1095
 BY1095.Superseded values are not recommended for survey control.
 BY1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1095.See file dsdata.txt to determine how the superseded data were derived.
 BY1095
 BY1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ426977(NAD 83)
 BY1095_MARKER: DB = BENCH MARK DISK
 BY1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1095_SP_SET: BUILDING WALL
 BY1095_STAMPING: W 68 1920 286.870 ELEV
 BY1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1095+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BY1095
 BY1095  HISTORY     - Date     Condition        Report By
 BY1095  HISTORY     - 1920     MONUMENTED       CGS
 BY1095  HISTORY     - 1949     GOOD             NGS
 BY1095  HISTORY     - 1979     GOOD             NGS
 BY1095  HISTORY     - 1990     GOOD             USPSQD
 BY1095  HISTORY     - 19980919 GOOD             USPSQD
 BY1095  HISTORY     - 20060304 GOOD             LOCENG
 BY1095
 BY1095                          STATION DESCRIPTION
 BY1095
 BY1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1095'IN NACOGDOCHES.
 BY1095'AT NACOGDOCHES, 177.0 FEET NORTH OF THE NORTHWEST CORNER OF THE TEXAS
 BY1095'AND NEW ORLEANS RAILWAY STATION, 0.7 FOOT NORTH OF THE SOUTHWEST
 BY1095'CORNER OF THE NACOGDOCHES GROCERY COMPANY BUILDING AND SET VERTICALLY
 BY1095'6.3 FEET ABOVE THE GROUND IN THE WEST WALL OF THE BUILDING.
 BY1095
 BY1095                          STATION RECOVERY (1979)
 BY1095
 BY1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1095'RECOVERED IN GOOD CONDITION.
 BY1095
 BY1095                          STATION RECOVERY (1990)
 BY1095
 BY1095'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 BY1095'RECOVERED IN GOOD CONDITION.
 BY1095
 BY1095                          STATION RECOVERY (1998)
 BY1095
 BY1095'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1095'RECOVERED IN GOOD CONDITION.
 BY1095
 BY1095                          STATION RECOVERY (2006)
 BY1095
 BY1095'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2006 (MFM)
 BY1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0837 ***********************************************************************
 AB0837  DESIGNATION -  W 680
 AB0837  PID         -  AB0837
 AB0837  STATE/COUNTY-  TX/CAMERON
 AB0837  USGS QUAD   -  SANTA MARIA (1970)
 AB0837
 AB0837                         *CURRENT SURVEY CONTROL
 AB0837  ___________________________________________________________________
 AB0837* NAD 83(1986)-  26 05 07.     (N)    097 45 03.     (W)     SCALED    
 AB0837* NAVD 88     -        17.362  (meters)      56.96   (feet)  ADJUSTED  
 AB0837  ___________________________________________________________________
 AB0837  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AB0837  DYNAMIC HT  -          17.334 (meters)      56.87  (feet)  COMP
 AB0837  MODELED GRAV-     979,021.0   (mgal)                       NAVD 88
 AB0837
 AB0837  VERT ORDER  -  SECOND    CLASS 0
 AB0837
 AB0837.The horizontal coordinates were scaled from a topographic map and have
 AB0837.an estimated accuracy of +/- 6 seconds.
 AB0837
 AB0837.The orthometric height was determined by differential leveling
 AB0837.and adjusted by the National Geodetic Survey in June 1991..
 AB0837
 AB0837.The geoid height was determined by GEOID03.
 AB0837
 AB0837.The dynamic height is computed by dividing the NAVD 88
 AB0837.geopotential number by the normal gravity value computed on the
 AB0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0837.degrees latitude (g = 980.6199 gals.).
 AB0837
 AB0837.The modeled gravity was interpolated from observed gravity values.
 AB0837
 AB0837;                    North         East    Units  Estimated Accuracy
 AB0837;SPC TX S     - 5,046,600.      374,950.      MT  (+/- 180 meters Scaled)
 AB0837
 AB0837                          SUPERSEDED SURVEY CONTROL
 AB0837
 AB0837  NGVD 29 (??/??/92)   17.468  (m)           57.31   (f) ADJ UNCH    2 0
 AB0837
 AB0837.Superseded values are not recommended for survey control.
 AB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0837.See file dsdata.txt to determine how the superseded data were derived.
 AB0837
 AB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP249857(NAD 83)
 AB0837_MARKER: DB = BENCH MARK DISK
 AB0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0837_STAMPING: W 680 1942
 AB0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0837+STABILITY: SURFACE MOTION
 AB0837
 AB0837  HISTORY     - Date     Condition        Report By
 AB0837  HISTORY     - 1942     MONUMENTED       CGS
 AB0837
 AB0837                          STATION DESCRIPTION
 AB0837
 AB0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0837'1.0 MI S FROM RANGERVILLE.
 AB0837'1.0 MILE SOUTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0837'RANGERVILLE, CAMERON COUNTY, 0.2 MILE SOUTH OF THE POST OFFICE, 100
 AB0837'YARDS SOUTH OF THE SOUTH END OF A SMALL LAKE, 39 FEET EAST OF THE
 AB0837'CENTERLINE OF THE ROAD, 10 FEET EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AB0837'NORTH OF REA CO-OP POLE NO. 15X12, 3 FEET SOUTH OF A WHITE WOODEN
 AB0837'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 AB0837'STAMPED W 680 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0837'0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0179 ***********************************************************************
 AB0179  DESIGNATION -  W 681
 AB0179  PID         -  AB0179
 AB0179  STATE/COUNTY-  TX/CAMERON
 AB0179  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0179
 AB0179                         *CURRENT SURVEY CONTROL
 AB0179  ___________________________________________________________________
 AB0179* NAD 83(1986)-  25 57 42.     (N)    097 34 40.     (W)     SCALED    
 AB0179* NAVD 88     -        12.557  (meters)      41.20   (feet)  ADJUSTED  
 AB0179  ___________________________________________________________________
 AB0179  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 AB0179  DYNAMIC HT  -          12.537 (meters)      41.13  (feet)  COMP
 AB0179  MODELED GRAV-     979,023.6   (mgal)                       NAVD 88
 AB0179
 AB0179  VERT ORDER  -  SECOND    CLASS 0
 AB0179
 AB0179.The horizontal coordinates were scaled from a topographic map and have
 AB0179.an estimated accuracy of +/- 6 seconds.
 AB0179
 AB0179.The orthometric height was determined by differential leveling
 AB0179.and adjusted by the National Geodetic Survey in June 1991..
 AB0179
 AB0179.The geoid height was determined by GEOID03.
 AB0179
 AB0179.The dynamic height is computed by dividing the NAVD 88
 AB0179.geopotential number by the normal gravity value computed on the
 AB0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0179.degrees latitude (g = 980.6199 gals.).
 AB0179
 AB0179.The modeled gravity was interpolated from observed gravity values.
 AB0179
 AB0179;                    North         East    Units  Estimated Accuracy
 AB0179;SPC TX S     - 5,033,020.      392,370.      MT  (+/- 180 meters Scaled)
 AB0179
 AB0179                          SUPERSEDED SURVEY CONTROL
 AB0179
 AB0179  NGVD 29 (??/??/92)   12.644  (m)           41.48   (f) ADJ UNCH    2 0
 AB0179
 AB0179.Superseded values are not recommended for survey control.
 AB0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0179.See file dsdata.txt to determine how the superseded data were derived.
 AB0179
 AB0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP423722(NAD 83)
 AB0179_MARKER: DD = SURVEY DISK
 AB0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0179_SP_SET: CULVERT
 AB0179_STAMPING: W 681 1942
 AB0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0179
 AB0179  HISTORY     - Date     Condition        Report By
 AB0179  HISTORY     - 1942     MONUMENTED       IBC
 AB0179  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0179  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0179
 AB0179                          STATION DESCRIPTION
 AB0179
 AB0179'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0179'5.9 MI NW FROM BROWNSVILLE.
 AB0179'5.9 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0179'AT BROWNSVILLE, CAMERON COUNTY, AT THE POINT WHERE THE LEVEE REACHES
 AB0179'THE HIGHWAY RIGHT-OF-WAY, 50.4 FEET SOUTH OF THE CENTERLINE OF THE
 AB0179'HIGHWAY, 33.4 FEET SOUTHWEST OF THE SOUTHWEST WINGWALL OF AN
 AB0179'IRRIGATION-CANAL CULVERT, 13 FEET EAST OF A 4- BY 4-FOOT VERTICAL
 AB0179'CONCRETE-BOX CULVERT, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 AB0179'ABOUT 0.6 FOOT ABOVE GROUND.
 AB0179
 AB0179                          STATION RECOVERY (1991)
 AB0179
 AB0179'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0925 ***********************************************************************
 AB0925  DESIGNATION -  W 682
 AB0925  PID         -  AB0925
 AB0925  STATE/COUNTY-  TX/HIDALGO
 AB0925  USGS QUAD   -  PROGRESO (1970)
 AB0925
 AB0925                         *CURRENT SURVEY CONTROL
 AB0925  ___________________________________________________________________
 AB0925* NAD 83(1993)-  26 05 13.83035(N)    097 56 36.70212(W)     ADJUSTED  
 AB0925* NAVD 88     -        22.011  (meters)      72.21   (feet)  ADJUSTED  
 AB0925  ___________________________________________________________________
 AB0925  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AB0925  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AB0925  DYNAMIC HT  -          21.975 (meters)      72.10  (feet)  COMP
 AB0925  MODELED GRAV-     979,007.6   (mgal)                       NAVD 88
 AB0925
 AB0925  HORZ ORDER  -  SECOND
 AB0925  VERT ORDER  -  SECOND    CLASS 0
 AB0925
 AB0925.The horizontal coordinates were established by classical geodetic methods
 AB0925.and adjusted by the National Geodetic Survey in February 1996..
 AB0925
 AB0925.The orthometric height was determined by differential leveling
 AB0925.and adjusted by the National Geodetic Survey in June 1991..
 AB0925
 AB0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0925
 AB0925.The geoid height was determined by GEOID03.
 AB0925
 AB0925.The dynamic height is computed by dividing the NAVD 88
 AB0925.geopotential number by the normal gravity value computed on the
 AB0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0925.degrees latitude (g = 980.6199 gals.).
 AB0925
 AB0925.The modeled gravity was interpolated from observed gravity values.
 AB0925
 AB0925;                    North         East     Units Scale Factor Converg.
 AB0925;SPC TX S     - 5,046,713.328   355,672.472   MT  1.00002097   +0 15 09.5
 AB0925;SPC TX S     -16,557,425.31  1,166,902.10   sFT  1.00002097   +0 15 09.5
 AB0925;UTM  14      - 2,885,766.360   605,654.758   MT  0.99973783   +0 27 52.6
 AB0925
 AB0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0925!SPC TX S     -   1.00000019  x   1.00002097  =   1.00002116
 AB0925!UTM  14      -   1.00000019  x   0.99973783  =   0.99973802
 AB0925
 AB0925                          SUPERSEDED SURVEY CONTROL
 AB0925
 AB0925  NAD 83(1986)-  26 05 13.83709(N)    097 56 36.66460(W) AD(       ) 2
 AB0925  NAD 27      -  26 05 12.55995(N)    097 56 35.65322(W) AD(       ) 2
 AB0925  NGVD 29 (??/??/92)   22.123  (m)           72.58   (f) ADJ UNCH    2 0
 AB0925
 AB0925.Superseded values are not recommended for survey control.
 AB0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0925.See file dsdata.txt to determine how the superseded data were derived.
 AB0925
 AB0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP0565585766(NAD 83)
 AB0925_MARKER: DB = BENCH MARK DISK
 AB0925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0925_SP_SET: CULVERT
 AB0925_STAMPING: W 682 1942
 AB0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0925
 AB0925  HISTORY     - Date     Condition        Report By
 AB0925  HISTORY     - 1942     MONUMENTED       CGS
 AB0925  HISTORY     - 1974     GOOD             NGS
 AB0925
 AB0925                          STATION DESCRIPTION
 AB0925
 AB0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0925'5.9 MI W FROM SANTA MARIA.
 AB0925'IN HIDALGO COUNTY, 5.9 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE
 AB0925'PUBLIC SCHOOL AT SANTA MARIA, CAMERON COUNTY, 133 YARDS WEST OF THE
 AB0925'INTERSECTION OF ORIENTE ROAD, 50 FEET SOUTH OF THE CENTERLINE OF THE
 AB0925'HIGHWAY, AT A 4-BY 4-FOOT VERTICAL CONCRETE-BOX CULVERT, IN THE TOP OF
 AB0925'THE NORTHEAST CORNER OF THE CULVERT, AND ABOUT 4 FEET HIGHER THAN THE
 AB0925'HIGHWAY.  A STANDARD DISK, STAMPED W 682 1942.
 AB0925
 AB0925                          STATION RECOVERY (1974)
 AB0925
 AB0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AB0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0265 ***********************************************************************
 AE0265  DESIGNATION -  W 683
 AE0265  PID         -  AE0265
 AE0265  STATE/COUNTY-  TX/HIDALGO
 AE0265  USGS QUAD   -  LAS MILPAS (1983)
 AE0265
 AE0265                         *CURRENT SURVEY CONTROL
 AE0265  ___________________________________________________________________
 AE0265* NAD 83(1986)-  26 05 31.     (N)    098 11 05.     (W)     SCALED    
 AE0265* NAVD 88     -        27.476  (meters)      90.14   (feet)  POSTED    
 AE0265  ___________________________________________________________________
 AE0265  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AE0265  DYNAMIC HT  -          27.430 (meters)      89.99  (feet)  COMP
 AE0265  MODELED GRAV-     978,982.5   (mgal)                       NAVD 88
 AE0265
 AE0265  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0265
 AE0265.The horizontal coordinates were scaled from a topographic map and have
 AE0265.an estimated accuracy of +/- 6 seconds.
 AE0265
 AE0265.The orthometric height was determined by differential leveling
 AE0265.and adjusted by the National Geodetic Survey in 1992..
 AE0265.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0265.rate of 0.0 thru 1.0 mm/km.
 AE0265
 AE0265.The geoid height was determined by GEOID03.
 AE0265
 AE0265.The dynamic height is computed by dividing the NAVD 88
 AE0265.geopotential number by the normal gravity value computed on the
 AE0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0265.degrees latitude (g = 980.6199 gals.).
 AE0265
 AE0265.The modeled gravity was interpolated from observed gravity values.
 AE0265
 AE0265;                    North         East    Units  Estimated Accuracy
 AE0265;SPC TX S     - 5,047,160.      331,540.      MT  (+/- 180 meters Scaled)
 AE0265
 AE0265                          SUPERSEDED SURVEY CONTROL
 AE0265
 AE0265  NGVD 29 (??/??/92)   27.590  (m)           90.52   (f) ADJ UNCH    2 0
 AE0265
 AE0265.Superseded values are not recommended for survey control.
 AE0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0265.See file dsdata.txt to determine how the superseded data were derived.
 AE0265
 AE0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP815861(NAD 83)
 AE0265_MARKER: DB = BENCH MARK DISK
 AE0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0265_STAMPING: W 683 1942
 AE0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0265+STABILITY: SURFACE MOTION
 AE0265
 AE0265  HISTORY     - Date     Condition        Report By
 AE0265  HISTORY     - 1942     MONUMENTED       CGS
 AE0265  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0265
 AE0265                          STATION DESCRIPTION
 AE0265
 AE0265'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0265'8.6 MI W FROM RAY PAUL.
 AE0265'8.6 MILES WEST ALONG MILITARY ROAD FROM RUN SCHOOL NO. 1 AT RAY PAUL,
 AE0265'HIDALGO COUNTY, AT A DIRT-ROAD INTERSECTION, 33 FEET SOUTH OF THE
 AE0265'CENTERLINE OF MILITARY ROAD, 24 FEET WEST OF THE CENTERLINE OF THE
 AE0265'DIRT ROAD, 4 FEET WEST OF REA CO-OP POLE NO. 4010, 3 FEET EAST OF A
 AE0265'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD, SET IN THE TOP OF
 AE0265'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0738 ***********************************************************************
 AB0738  DESIGNATION -  W 684
 AB0738  PID         -  AB0738
 AB0738  STATE/COUNTY-  TX/HIDALGO
 AB0738  USGS QUAD   -  MERCEDES (1983)
 AB0738
 AB0738                         *CURRENT SURVEY CONTROL
 AB0738  ___________________________________________________________________
 AB0738* NAD 83(1986)-  26 13 14.     (N)    097 54 39.     (W)     SCALED    
 AB0738* NAVD 88     -        18.130  (meters)      59.48   (feet)  ADJUSTED  
 AB0738  ___________________________________________________________________
 AB0738  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AB0738  DYNAMIC HT  -          18.100 (meters)      59.38  (feet)  COMP
 AB0738  MODELED GRAV-     979,022.5   (mgal)                       NAVD 88
 AB0738
 AB0738  VERT ORDER  -  SECOND    CLASS 0
 AB0738
 AB0738.The horizontal coordinates were scaled from a topographic map and have
 AB0738.an estimated accuracy of +/- 6 seconds.
 AB0738
 AB0738.The orthometric height was determined by differential leveling
 AB0738.and adjusted by the National Geodetic Survey in June 1991..
 AB0738
 AB0738.The geoid height was determined by GEOID03.
 AB0738
 AB0738.The dynamic height is computed by dividing the NAVD 88
 AB0738.geopotential number by the normal gravity value computed on the
 AB0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0738.degrees latitude (g = 980.6199 gals.).
 AB0738
 AB0738.The modeled gravity was interpolated from observed gravity values.
 AB0738
 AB0738;                    North         East    Units  Estimated Accuracy
 AB0738;SPC TX S     - 5,061,510.      358,870.      MT  (+/- 180 meters Scaled)
 AB0738
 AB0738                          SUPERSEDED SURVEY CONTROL
 AB0738
 AB0738  NGVD 29 (??/??/92)   18.245  (m)           59.86   (f) ADJ UNCH    2 0
 AB0738
 AB0738.Superseded values are not recommended for survey control.
 AB0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0738.See file dsdata.txt to determine how the superseded data were derived.
 AB0738
 AB0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ088005(NAD 83)
 AB0738_MARKER: DB = BENCH MARK DISK
 AB0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0738_SP_SET: CULVERT
 AB0738_STAMPING: W 684 1942
 AB0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0738
 AB0738  HISTORY     - Date     Condition        Report By
 AB0738  HISTORY     - 1942     MONUMENTED       CGS
 AB0738
 AB0738                          STATION DESCRIPTION
 AB0738
 AB0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0738'5.0 MI N FROM MERCEDES.
 AB0738'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO.83 AND THE BASE LINE
 AB0738'ROAD AT MERCEDES, PROCEED 5.0 MILES NORTHERLY ALONG THE BASE LINE ROAD
 AB0738'TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AB0738'HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 3X3
 AB0738'FOOT CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS 19.5 FEET WEST OF AND
 AB0738'ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE ROAD, 13.8 FEET EAST OF A
 AB0738'TELEPHONE POLE, 0.1 MILE SOUTH OF A DIRT CROSS ROAD. A STANDARD DISK,
 AB0738'STAMPED W 684 1942 AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0725 ***********************************************************************
 AE0725  DESIGNATION -  W 685
 AE0725  PID         -  AE0725
 AE0725  STATE/COUNTY-  TX/STARR
 AE0725  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0725
 AE0725                         *CURRENT SURVEY CONTROL
 AE0725  ___________________________________________________________________
 AE0725* NAD 83(1986)-  26 25 10.     (N)    098 50 47.     (W)     SCALED    
 AE0725* NAVD 88     -        83.905  (meters)     275.28   (feet)  ADJUSTED  
 AE0725  ___________________________________________________________________
 AE0725  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AE0725  DYNAMIC HT  -          83.767 (meters)     274.83  (feet)  COMP
 AE0725  MODELED GRAV-     979,001.1   (mgal)                       NAVD 88
 AE0725
 AE0725  VERT ORDER  -  SECOND    CLASS 0
 AE0725
 AE0725.The horizontal coordinates were scaled from a topographic map and have
 AE0725.an estimated accuracy of +/- 6 seconds.
 AE0725
 AE0725.The orthometric height was determined by differential leveling
 AE0725.and adjusted by the National Geodetic Survey in June 1991..
 AE0725
 AE0725.The geoid height was determined by GEOID03.
 AE0725
 AE0725.The dynamic height is computed by dividing the NAVD 88
 AE0725.geopotential number by the normal gravity value computed on the
 AE0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0725.degrees latitude (g = 980.6199 gals.).
 AE0725
 AE0725.The modeled gravity was interpolated from observed gravity values.
 AE0725
 AE0725;                    North         East    Units  Estimated Accuracy
 AE0725;SPC TX S     - 5,083,450.      265,450.      MT  (+/- 180 meters Scaled)
 AE0725
 AE0725                          SUPERSEDED SURVEY CONTROL
 AE0725
 AE0725  NGVD 29 (??/??/92)   83.954  (m)          275.44   (f) ADJ UNCH    2 0
 AE0725
 AE0725.Superseded values are not recommended for survey control.
 AE0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0725.See file dsdata.txt to determine how the superseded data were derived.
 AE0725
 AE0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ153221(NAD 83)
 AE0725_MARKER: DB = BENCH MARK DISK
 AE0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0725_STAMPING: W 685
 AE0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0725+STABILITY: SURFACE MOTION
 AE0725
 AE0725  HISTORY     - Date     Condition        Report By
 AE0725  HISTORY     - UNK      MONUMENTED       CGS
 AE0725  HISTORY     - 1942     GOOD             NGS
 AE0725  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0725
 AE0725                          STATION DESCRIPTION
 AE0725
 AE0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0725'3.9 MI NW FROM RIO GRANDE CITY.
 AE0725'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0725'CITY, PROCEED 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 83 TO THE
 AE0725'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 3.0 MILES
 AE0725'NORTHWESTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0725'23.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AE0725'GRAVEL ROAD, 1.0 FOOT SOUTHWEST OF THE RIGHT OF WAY FENCE.  MONUMENT
 AE0725'IS 2.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AE0725'0.5 FOOT.
 AE0725
 AE0725                          STATION RECOVERY (1965)
 AE0725
 AE0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0763 ***********************************************************************
 AE0763  DESIGNATION -  W 687
 AE0763  PID         -  AE0763
 AE0763  STATE/COUNTY-  TX/STARR
 AE0763  USGS QUAD   -  CUEVITAS (1972)
 AE0763
 AE0763                         *CURRENT SURVEY CONTROL
 AE0763  ___________________________________________________________________
 AE0763* NAD 83(1986)-  26 45 25.     (N)    098 50 29.     (W)     SCALED    
 AE0763* NAVD 88     -       144.800  (meters)     475.06   (feet)  ADJUSTED  
 AE0763  ___________________________________________________________________
 AE0763  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0763  DYNAMIC HT  -         144.563 (meters)     474.29  (feet)  COMP
 AE0763  MODELED GRAV-     979,006.8   (mgal)                       NAVD 88
 AE0763
 AE0763  VERT ORDER  -  SECOND    CLASS 0
 AE0763
 AE0763.The horizontal coordinates were scaled from a topographic map and have
 AE0763.an estimated accuracy of +/- 6 seconds.
 AE0763
 AE0763.The orthometric height was determined by differential leveling
 AE0763.and adjusted by the National Geodetic Survey in June 1991..
 AE0763
 AE0763.The geoid height was determined by GEOID03.
 AE0763
 AE0763.The dynamic height is computed by dividing the NAVD 88
 AE0763.geopotential number by the normal gravity value computed on the
 AE0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0763.degrees latitude (g = 980.6199 gals.).
 AE0763
 AE0763.The modeled gravity was interpolated from observed gravity values.
 AE0763
 AE0763;                    North         East    Units  Estimated Accuracy
 AE0763;SPC TX S     - 5,120,840.      266,050.      MT  (+/- 180 meters Scaled)
 AE0763
 AE0763                          SUPERSEDED SURVEY CONTROL
 AE0763
 AE0763  NGVD 29 (??/??/92)  144.843  (m)          475.21   (f) ADJ UNCH    2 0
 AE0763
 AE0763.Superseded values are not recommended for survey control.
 AE0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0763.See file dsdata.txt to determine how the superseded data were derived.
 AE0763
 AE0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ157595(NAD 83)
 AE0763_MARKER: DB = BENCH MARK DISK
 AE0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0763_STAMPING: W 687 1942
 AE0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0763+STABILITY: SURFACE MOTION
 AE0763
 AE0763  HISTORY     - Date     Condition        Report By
 AE0763  HISTORY     - 1942     MONUMENTED       CGS
 AE0763
 AE0763                          STATION DESCRIPTION
 AE0763
 AE0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0763'0.3 MI N FROM VIBORAS.
 AE0763'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED 0.3 MILE NORTHERLY
 AE0763'ALONG A GRAVEL ROAD TO A POINT WHERE A CATTLE GUARD CROSSES ROAD AND
 AE0763'SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE SOUTHEAST OF A DIRT ROAD
 AE0763'LEADING NORTHWEST.  IT IS 63.0 FEET NORTHEAST OF THE SOUTHEAST END OF
 AE0763'A SMALL CULVERT UNDER GRAVEL ROAD, 36.0 FEET SOUTHEAST OF AND ABOUT
 AE0763'1.0 FOOT BELOW THE CENTERLINE OF ROAD.  IT IS 1.5 FOOT SOUTH OF A
 AE0763'PASTURE FENCE, 3.0 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AE0763'AND PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0673 ***********************************************************************
 AE0673  DESIGNATION -  W 689 RESET 1951
 AE0673  PID         -  AE0673
 AE0673  STATE/COUNTY-  TX/STARR
 AE0673  USGS QUAD   -  LA GRULLA (1965)
 AE0673
 AE0673                         *CURRENT SURVEY CONTROL
 AE0673  ___________________________________________________________________
 AE0673* NAD 83(1986)-  26 19 24.     (N)    098 42 22.     (W)     SCALED    
 AE0673* NAVD 88     -        45.32   (meters)     148.7    (feet)  RESET     
 AE0673  ___________________________________________________________________
 AE0673  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE0673
 AE0673  VERT ORDER  -  THIRD
 AE0673
 AE0673.The horizontal coordinates were scaled from a topographic map and have
 AE0673.an estimated accuracy of +/- 6 seconds.
 AE0673
 AE0673.The orthometric height was computed from unverified reset data.
 AE0673
 AE0673.The geoid height was determined by GEOID03.
 AE0673
 AE0673;                    North         East    Units  Estimated Accuracy
 AE0673;SPC TX S     - 5,072,770.      279,420.      MT  (+/- 180 meters Scaled)
 AE0673
 AE0673                          SUPERSEDED SURVEY CONTROL
 AE0673
 AE0673.No superseded survey control is available for this station.
 AE0673
 AE0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ293115(NAD 83)
 AE0673_MARKER: DB = BENCH MARK DISK
 AE0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0673_STAMPING: W 689 RESET 1951
 AE0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0673+STABILITY: SURFACE MOTION
 AE0673
 AE0673  HISTORY     - Date     Condition        Report By
 AE0673  HISTORY     - 1951     MONUMENTED       CGS
 AE0673  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0673  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0673
 AE0673                          STATION DESCRIPTION
 AE0673
 AE0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AE0673'0.1 MI W FROM GARCIASVILLE.
 AE0673'ABOUT 0.1 MILE WEST ALONG THE OLD MILITARY ROAD, FARM-MARKET ROAD NO.
 AE0673'1430, FROM THE UNION SCHOOL AT GARCIASVILLE, STARR COUNTY, JUST INSIDE
 AE0673'THE FENCE AT THE SOUTH SIDE OF THE ROAD, 12 FEET NORTH OF THE
 AE0673'NORTH-EAST CORNER OF A SMALL DWELLING AND 6 FEET EAST OF THE GATE TO
 AE0673'THE HOUSE.  A BRONZE DISK, SET IN A CYLINDRICAL, CONCRETE MONUMENT
 AE0673'EXTENDING 4 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY 35 FEET
 AE0673'SOUTH WEST OF POWER POLE C-48-CPL 36/8.
 AE0673
 AE0673                          STATION RECOVERY (1981)
 AE0673
 AE0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0673'MARK NOT RECOVERED THIS DATE.
 AE0673
 AE0673                          STATION RECOVERY (1987)
 AE0673
 AE0673'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0139 ***********************************************************************
 EO0139  DESIGNATION -  W 69
 EO0139  PID         -  EO0139
 EO0139  STATE/COUNTY-  TX/BAILEY
 EO0139  USGS QUAD   -  PROGRESS (1963)
 EO0139
 EO0139                         *CURRENT SURVEY CONTROL
 EO0139  ___________________________________________________________________
 EO0139* NAD 83(1986)-  34 15 29.     (N)    102 46 32.     (W)     SCALED    
 EO0139* NAVD 88     -      1168.312  (meters)    3833.04   (feet)  ADJUSTED  
 EO0139  ___________________________________________________________________
 EO0139  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 EO0139  DYNAMIC HT  -        1166.805 (meters)    3828.09  (feet)  COMP
 EO0139  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 EO0139
 EO0139  VERT ORDER  -  FIRST     CLASS II
 EO0139
 EO0139.The horizontal coordinates were scaled from a topographic map and have
 EO0139.an estimated accuracy of +/- 6 seconds.
 EO0139
 EO0139.The orthometric height was determined by differential leveling
 EO0139.and adjusted by the National Geodetic Survey in June 1991..
 EO0139
 EO0139.The geoid height was determined by GEOID03.
 EO0139
 EO0139.The dynamic height is computed by dividing the NAVD 88
 EO0139.geopotential number by the normal gravity value computed on the
 EO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0139.degrees latitude (g = 980.6199 gals.).
 EO0139
 EO0139.The modeled gravity was interpolated from observed gravity values.
 EO0139
 EO0139;                    North         East    Units  Estimated Accuracy
 EO0139;SPC TXNC     - 2,295,400.      206,270.      MT  (+/- 180 meters Scaled)
 EO0139
 EO0139                          SUPERSEDED SURVEY CONTROL
 EO0139
 EO0139  NGVD 29 (??/??/92) 1167.743  (m)         3831.17   (f) ADJ UNCH    1 2
 EO0139
 EO0139.Superseded values are not recommended for survey control.
 EO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0139.See file dsdata.txt to determine how the superseded data were derived.
 EO0139
 EO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT048930(NAD 83)
 EO0139_MARKER: DB = BENCH MARK DISK
 EO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0139_STAMPING: 3831.170 W 69 1930
 EO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0139+STABILITY: SURFACE MOTION
 EO0139
 EO0139  HISTORY     - Date     Condition        Report By
 EO0139  HISTORY     - 1930     MONUMENTED       CGS
 EO0139  HISTORY     - 1934     GOOD             NGS
 EO0139  HISTORY     - 1963     MARK NOT FOUND   USGS
 EO0139  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0139
 EO0139                          STATION DESCRIPTION
 EO0139
 EO0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0139'3.5 MI NW FROM MULESHOE.
 EO0139'3.5 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0139'MULESHOE, BAILEY COUNTY, ABOUT 1/2 MILE SOUTHEAST OF MILEPOST 18, EAST
 EO0139'OF A ROAD CROSSING, 45 FEET NORTH OF THE TRACK, AND SET IN THE TOP OF
 EO0139'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 EO0139
 EO0139                          STATION RECOVERY (1963)
 EO0139
 EO0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EO0139'MARK NOT FOUND.
 EO0139
 EO0139                          STATION RECOVERY (1982)
 EO0139
 EO0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3958 ***********************************************************************
 AW3958  DESIGNATION -  W 690
 AW3958  PID         -  AW3958
 AW3958  STATE/COUNTY-  TX/BRAZORIA
 AW3958  USGS QUAD   -  ANGLETON (1974)
 AW3958
 AW3958                         *CURRENT SURVEY CONTROL
 AW3958  ___________________________________________________________________
 AW3958* NAD 83(1986)-  29 09 51.     (N)    095 26 09.     (W)     SCALED    
 AW3958* NAVD 88     -         8.87   (+/-2cm)      29.1    (feet)  VERTCON   
 AW3958  ___________________________________________________________________
 AW3958  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW3958
 AW3958  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3958
 AW3958.The horizontal coordinates were scaled from a topographic map and have
 AW3958.an estimated accuracy of +/- 6 seconds.
 AW3958
 AW3958.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3958.The vertical order pertains to the NGVD 29 superseded value.
 AW3958
 AW3958.The geoid height was determined by GEOID03.
 AW3958
 AW3958;                    North         East    Units  Estimated Accuracy
 AW3958;SPC TXSC     - 4,152,770.      946,640.      MT  (+/- 180 meters Scaled)
 AW3958
 AW3958                          SUPERSEDED SURVEY CONTROL
 AW3958
 AW3958  NGVD 29 (??/??/92)    8.876  (m)           29.12   (f) ADJ UNCH    1 2
 AW3958
 AW3958.Superseded values are not recommended for survey control.
 AW3958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3958.See file dsdata.txt to determine how the superseded data were derived.
 AW3958
 AW3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN630286(NAD 83)
 AW3958_MARKER: DB = BENCH MARK DISK
 AW3958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3958_SP_SET: CULVERT
 AW3958_STAMPING: W 690 1942
 AW3958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3958
 AW3958  HISTORY     - Date     Condition        Report By
 AW3958  HISTORY     - 1942     MONUMENTED       CGS
 AW3958  HISTORY     - 1950     GOOD             NGS
 AW3958  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 AW3958
 AW3958                          STATION DESCRIPTION
 AW3958
 AW3958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AW3958'0.25 MI W FROM ANGLETON.
 AW3958'2 BLOCKS SOUTH ALONG STATE HIGHWAY 288 FROM THE POST OFFICE AT
 AW3958'ANGLETON, THENCE 0.25 MILE WEST ALONG STATE HIGHWAY 35, 145 FEET
 AW3958'NORTHWEST OF THE NORTHWEST CORNER OF A TEXAS STATE HIGHWAY DEPARTMENT
 AW3958'BUILDING, 14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AW3958'TOP OF THE WEST END OF THE NORTH HEADWALL OF A 24 FOOT CONCRETE
 AW3958'CULVERT.
 AW3958
 AW3958                          STATION RECOVERY (1975)
 AW3958
 AW3958'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 AW3958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0996 ***********************************************************************
 AW0996  DESIGNATION -  W 691 RESET
 AW0996  PID         -  AW0996
 AW0996  STATE/COUNTY-  TX/GALVESTON
 AW0996  USGS QUAD   -  ALGOA (1974)
 AW0996
 AW0996                         *CURRENT SURVEY CONTROL
 AW0996  ___________________________________________________________________
 AW0996* NAD 83(1986)-  29 27 45.     (N)    095 13 43.     (W)     SCALED    
 AW0996* NAVD 88     -        10.633  (meters)      34.89   (feet)  ADJUSTED  
 AW0996  ___________________________________________________________________
 AW0996  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW0996  DYNAMIC HT  -          10.618 (meters)      34.84  (feet)  COMP
 AW0996  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 AW0996
 AW0996  VERT ORDER  -  FIRST     CLASS II
 AW0996
 AW0996.The horizontal coordinates were scaled from a topographic map and have
 AW0996.an estimated accuracy of +/- 6 seconds.
 AW0996
 AW0996.The orthometric height was determined by differential leveling
 AW0996.and adjusted by the National Geodetic Survey in June 1991..
 AW0996
 AW0996.The geoid height was determined by GEOID03.
 AW0996
 AW0996.The dynamic height is computed by dividing the NAVD 88
 AW0996.geopotential number by the normal gravity value computed on the
 AW0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0996.degrees latitude (g = 980.6199 gals.).
 AW0996
 AW0996.The modeled gravity was interpolated from observed gravity values.
 AW0996
 AW0996;                    North         East    Units  Estimated Accuracy
 AW0996;SPC TXSC     - 4,186,450.      965,720.      MT  (+/- 180 meters Scaled)
 AW0996
 AW0996                          SUPERSEDED SURVEY CONTROL
 AW0996
 AW0996  NGVD 29 (12/23/87)   10.629  (m)           34.87   (f) ADJUSTED    1 2
 AW0996
 AW0996.Superseded values are not recommended for survey control.
 AW0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0996.See file dsdata.txt to determine how the superseded data were derived.
 AW0996
 AW0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN838612(NAD 83)
 AW0996_MARKER: DB = BENCH MARK DISK
 AW0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0996_SP_SET: CONCRETE POST
 AW0996_STAMPING: W 691 1942 RESET 1953
 AW0996_MARK LOGO: CGS   
 AW0996_PROJECTION: RECESSED 5 CENTIMETERS
 AW0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0996+STABILITY: SURFACE MOTION
 AW0996
 AW0996  HISTORY     - Date     Condition        Report By
 AW0996  HISTORY     - 1953     MONUMENTED       CGS
 AW0996  HISTORY     - 1973     GOOD             NGS
 AW0996  HISTORY     - 1978     GOOD             NGS
 AW0996  HISTORY     - 1987     POOR             NGS
 AW0996  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AW0996  HISTORY     - 20020109 MARK NOT FOUND   USPSQD
 AW0996  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AW0996
 AW0996                          STATION DESCRIPTION
 AW0996
 AW0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0996'1.9 MI NE FROM ALVIN.
 AW0996'1.9 MILES NORTHEAST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE
 AW0996'HIGHWAY 35 (BUSINESS ROUTE) AT ALVIN, ABOUT 0.15 MILE NORTHEAST OF THE
 AW0996'BRAZORIA-GALVESTON COUNTY LINE, 48.5 FEET NORTHWEST OF THE CENTER LINE
 AW0996'OF THE ROAD, 72.4 FEET SOUTHWEST OF THE SOUTHWEST END OF THE HEADWALL
 AW0996'OF A CULVERT UNDER THE ROAD.  107.5 FEET WEST AND ACROSS THE ROAD FROM
 AW0996'A POWER POLE, 2.0 FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A
 AW0996'CONCRETE POST THAT IS PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT
 AW0996'2 FEET LOWER THAN THE ROAD.
 AW0996
 AW0996                          STATION RECOVERY (1978)
 AW0996
 AW0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0996'RECOVERED IN GOOD CONDITION.
 AW0996
 AW0996                          STATION RECOVERY (1987)
 AW0996
 AW0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0996'RECOVERED IN POOR CONDITION, NEW DESCRIPTION FOLLOWS.  1.9 KM (1.2 MI)
 AW0996'NORTHEAST ALONG FARM ROAD 528 FROM THE INTERSECTION OF STATE HIGHWAY
 AW0996'35 IN ALVIN TO THE MARK ON THE LEFT, 0.25 KM (0.15 MI) NORTHEAST OF
 AW0996'THE BRAZORIA-GALVESTON COUNTY LINE, 14.51 METERS (47.6 FT) NORTHWEST
 AW0996'OF THE CENTERLINE OF THE FARM ROAD, 22.0 METERS (72.2 FT) SOUTHWEST OF
 AW0996'THE SOUTHWEST END OF THE HEADWALL OF A BOX CULVERT UNDER THE ROAD AND
 AW0996'OVER DICKINSON BAYOU, 7.77 METERS (25.5 FT) SOUTHWEST OF THE CENTER OF
 AW0996'A TELEPHONE MAN HOLE COVER WHICH IS IN A TRAIL ROAD WHICH PARALLELS
 AW0996'THE BAYOU.  NOTE--MARK LEANING TO THE SOUTHEAST.  USE WITH CAUTION.
 AW0996'THE MARK IS 0.33 METERS  SE FROM  A WITNESS POST
 AW0996'THE MARK IS ABOVE LEVEL WITH FARM ROAD.
 AW0996
 AW0996                          STATION RECOVERY (1999)
 AW0996
 AW0996'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0996'MARK NOT FOUND.
 AW0996
 AW0996                          STATION RECOVERY (2002)
 AW0996
 AW0996'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0996'MARK NOT FOUND.
 AW0996
 AW0996                          STATION RECOVERY (2004)
 AW0996
 AW0996'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4064 ***********************************************************************
 AW4064  DESIGNATION -  W 692
 AW4064  PID         -  AW4064
 AW4064  STATE/COUNTY-  TX/BRAZORIA
 AW4064  USGS QUAD   -  ANGLETON (1974)
 AW4064
 AW4064                         *CURRENT SURVEY CONTROL
 AW4064  ___________________________________________________________________
 AW4064* NAD 83(1986)-  29 12 29.     (N)    095 28 26.     (W)     SCALED    
 AW4064* NAVD 88     -        11.65   (+/-2cm)      38.2    (feet)  VERTCON   
 AW4064  ___________________________________________________________________
 AW4064  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW4064
 AW4064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4064
 AW4064.The horizontal coordinates were scaled from a topographic map and have
 AW4064.an estimated accuracy of +/- 6 seconds.
 AW4064
 AW4064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4064.The vertical order pertains to the NGVD 29 superseded value.
 AW4064
 AW4064.The geoid height was determined by GEOID03.
 AW4064
 AW4064;                    North         East    Units  Estimated Accuracy
 AW4064;SPC TXSC     - 4,157,520.      942,790.      MT  (+/- 180 meters Scaled)
 AW4064
 AW4064                          SUPERSEDED SURVEY CONTROL
 AW4064
 AW4064  NGVD 29 (??/??/92)   11.66   (m)           38.3    (f) COMPUTED    2 0
 AW4064
 AW4064.Superseded values are not recommended for survey control.
 AW4064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4064.See file dsdata.txt to determine how the superseded data were derived.
 AW4064
 AW4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN594335(NAD 83)
 AW4064_MARKER: DB = BENCH MARK DISK
 AW4064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4064_SP_SET: CULVERT
 AW4064_STAMPING: W 692 1942
 AW4064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4064
 AW4064  HISTORY     - Date     Condition        Report By
 AW4064  HISTORY     - 1942     MONUMENTED       CGS
 AW4064  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4064  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4064  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4064
 AW4064                          STATION DESCRIPTION
 AW4064
 AW4064'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4064'IN ANCHOR.
 AW4064'BENCH MARK IS SET HORIZONTALLY IN THE WEST END OF THE NORTH CONCRETE
 AW4064'HEADWALL OF A 6X4 FOOT CONCRETE CULVERT UNDER A DIRT ROAD LEADING TO
 AW4064'RAILROAD STATION AND PARALLEL WITH THE TRACK.  IT IS 115.0 FEET
 AW4064'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MISSOURI PACIFIC RAILROAD
 AW4064'STATION, ABOUT 48.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AW4064'CENTERLINE OF TRACK, ABOUT 36.0 FEET WEST OF STATE HIGHWAY NO. 19,
 AW4064'ABOUT 12.0 FEET NORTH OF THE CENTERLINE OF DIRT ROAD LEADING TO
 AW4064'STATION.
 AW4064
 AW4064                          STATION RECOVERY (1963)
 AW4064
 AW4064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4064'MARK NOT FOUND.
 AW4064
 AW4064                          STATION RECOVERY (1997)
 AW4064
 AW4064'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4064'MARK NOT FOUND.
 AW4064
 AW4064                          STATION RECOVERY (2004)
 AW4064
 AW4064'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4065 ***********************************************************************
 AW4065  DESIGNATION -  W 692 RESET 1960
 AW4065  PID         -  AW4065
 AW4065  STATE/COUNTY-  TX/BRAZORIA
 AW4065  USGS QUAD   -  ANGLETON (1974)
 AW4065
 AW4065                         *CURRENT SURVEY CONTROL
 AW4065  ___________________________________________________________________
 AW4065* NAD 83(1986)-  29 12 29.     (N)    095 28 26.     (W)     SCALED    
 AW4065* NAVD 88     -        10.49   (+/-2cm)      34.4    (feet)  VERTCON   
 AW4065  ___________________________________________________________________
 AW4065  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW4065
 AW4065  VERT ORDER  -  THIRD (See Below)
 AW4065
 AW4065.The horizontal coordinates were scaled from a topographic map and have
 AW4065.an estimated accuracy of +/- 6 seconds.
 AW4065
 AW4065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4065.The vertical order pertains to the NGVD 29 superseded value.
 AW4065
 AW4065.The geoid height was determined by GEOID03.
 AW4065
 AW4065;                    North         East    Units  Estimated Accuracy
 AW4065;SPC TXSC     - 4,157,520.      942,790.      MT  (+/- 180 meters Scaled)
 AW4065
 AW4065                          SUPERSEDED SURVEY CONTROL
 AW4065
 AW4065  NGVD 29 (??/??/??)   10.49   (m)           34.4    (f) RESET       3  
 AW4065
 AW4065.Superseded values are not recommended for survey control.
 AW4065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4065.See file dsdata.txt to determine how the superseded data were derived.
 AW4065
 AW4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN594335(NAD 83)
 AW4065_MARKER: DB = BENCH MARK DISK
 AW4065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4065_SP_SET: MONUMENT
 AW4065_STAMPING: W 692 RESET 1960
 AW4065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4065
 AW4065  HISTORY     - Date     Condition        Report By
 AW4065  HISTORY     - 1960     MONUMENTED       TXHD
 AW4065  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4065  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4065
 AW4065                          STATION DESCRIPTION
 AW4065
 AW4065'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 AW4065'IN ANCHOR.
 AW4065'TO REACH FROM THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD AND
 AW4065'FARM TO MARKET HIGHWAY 521 AT ANCHOR, PROCEED 133 FEET SOUTH ALONG THE
 AW4065'HIGHWAY.  BENCH MARK IS SET IN A CONCRETE MONUMENT, 96 FEET EAST OF
 AW4065'THE HIGHWAY CENTERLINE, 46 FEET WEST OF THE CENTERLINE OF THE ASPHALT
 AW4065'SURFACED ROAD LEADING TO ANGLETON, 44.5 FEET EAST OF THE CENTERLINE OF
 AW4065'THE ANGLETON BRANCH OF THE MISSOURI PACIFIC RAILROAD AND TEN (10) FEET
 AW4065'NORTH OF A TELEPHONE POLE, AND PROJECTS ABOUT 0.4 FOOT ABOVE THE
 AW4065'GROUND.
 AW4065
 AW4065                          STATION RECOVERY (1988)
 AW4065
 AW4065'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4065'MARK NOT FOUND.
 AW4065
 AW4065                          STATION RECOVERY (1997)
 AW4065
 AW4065'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1251 ***********************************************************************
 AN1251  DESIGNATION -  W 694
 AN1251  PID         -  AN1251
 AN1251  STATE/COUNTY-  TX/REFUGIO
 AN1251  USGS QUAD   -  VIDAURRI (1978)
 AN1251
 AN1251                         *CURRENT SURVEY CONTROL
 AN1251  ___________________________________________________________________
 AN1251* NAD 83(1986)-  28 23 32.     (N)    097 11 08.     (W)     SCALED    
 AN1251* NAVD 88     -        19.31   (+/-2cm)      63.4    (feet)  VERTCON   
 AN1251  ___________________________________________________________________
 AN1251  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1251
 AN1251  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1251
 AN1251.The horizontal coordinates were scaled from a topographic map and have
 AN1251.an estimated accuracy of +/- 6 seconds.
 AN1251
 AN1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1251.The vertical order pertains to the NGVD 29 superseded value.
 AN1251
 AN1251.The geoid height was determined by GEOID03.
 AN1251
 AN1251;                    North         East    Units  Estimated Accuracy
 AN1251;SPC TXSC     - 4,063,320.      777,810.      MT  (+/- 180 meters Scaled)
 AN1251
 AN1251                          SUPERSEDED SURVEY CONTROL
 AN1251
 AN1251  NGVD 29 (??/??/92)   19.46   (m)           63.8    (f) COMPUTED    1 2
 AN1251
 AN1251.Superseded values are not recommended for survey control.
 AN1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1251.See file dsdata.txt to determine how the superseded data were derived.
 AN1251
 AN1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS777419(NAD 83)
 AN1251_MARKER: DB = BENCH MARK DISK
 AN1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1251_STAMPING: W 694 1942
 AN1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1251+STABILITY: SURFACE MOTION
 AN1251
 AN1251  HISTORY     - Date     Condition        Report By
 AN1251  HISTORY     - 1942     MONUMENTED       CGS
 AN1251  HISTORY     - 1950     GOOD             NGS
 AN1251  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1251  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1251  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1251
 AN1251                          STATION DESCRIPTION
 AN1251
 AN1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1251'4.3 MI SW FROM VIDAURI.
 AN1251'4.3 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1251'RAILROAD FROM THE STATION AT VIDAURI, 96 FEET SOUTHEAST OF MILEPOST
 AN1251'194, 53 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 46.3
 AN1251'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 27 FEET
 AN1251'SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 3 FEET SOUTHWEST OF A
 AN1251'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AN1251'FOOT ABOVE THE GROUND.
 AN1251
 AN1251                          STATION RECOVERY (1973)
 AN1251
 AN1251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1251'MARK NOT FOUND.
 AN1251
 AN1251                          STATION RECOVERY (1978)
 AN1251
 AN1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1251'NOT RECOVERED ON THIS DATE.
 AN1251
 AN1251                          STATION RECOVERY (1994)
 AN1251
 AN1251'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0504 ***********************************************************************
 AN0504  DESIGNATION -  W 695
 AN0504  PID         -  AN0504
 AN0504  STATE/COUNTY-  TX/VICTORIA
 AN0504  USGS QUAD   -  LA SALLE (1995)
 AN0504
 AN0504                         *CURRENT SURVEY CONTROL
 AN0504  ___________________________________________________________________
 AN0504* NAD 83(1986)-  28 46 04.     (N)    096 42 52.     (W)     SCALED    
 AN0504* NAVD 88     -        11.092  (meters)      36.39   (feet)  ADJUSTED  
 AN0504  ___________________________________________________________________
 AN0504  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0504  DYNAMIC HT  -          11.076 (meters)      36.34  (feet)  COMP
 AN0504  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 AN0504
 AN0504  VERT ORDER  -  FIRST     CLASS I
 AN0504
 AN0504.The horizontal coordinates were scaled from a topographic map and have
 AN0504.an estimated accuracy of +/- 6 seconds.
 AN0504
 AN0504.The orthometric height was determined by differential leveling
 AN0504.and adjusted by the National Geodetic Survey in June 1991..
 AN0504
 AN0504.The geoid height was determined by GEOID03.
 AN0504
 AN0504.The dynamic height is computed by dividing the NAVD 88
 AN0504.geopotential number by the normal gravity value computed on the
 AN0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0504.degrees latitude (g = 980.6199 gals.).
 AN0504
 AN0504.The modeled gravity was interpolated from observed gravity values.
 AN0504
 AN0504;                    North         East    Units  Estimated Accuracy
 AN0504;SPC TXSC     - 4,105,740.      823,160.      MT  (+/- 180 meters Scaled)
 AN0504
 AN0504                          SUPERSEDED SURVEY CONTROL
 AN0504
 AN0504  NGVD 29 (??/??/92)   11.211  (m)           36.78   (f) ADJ UNCH    1 1
 AN0504
 AN0504.Superseded values are not recommended for survey control.
 AN0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0504.See file dsdata.txt to determine how the superseded data were derived.
 AN0504
 AN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS231844(NAD 83)
 AN0504_MARKER: DB = BENCH MARK DISK
 AN0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0504_STAMPING: W 695 1943
 AN0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0504+STABILITY: SURFACE MOTION
 AN0504
 AN0504  HISTORY     - Date     Condition        Report By
 AN0504  HISTORY     - 1943     MONUMENTED       CGS
 AN0504  HISTORY     - 1972     GOOD             NGS
 AN0504  HISTORY     - 1973     GOOD             NGS
 AN0504  HISTORY     - 1978     GOOD             NGS
 AN0504
 AN0504                          STATION DESCRIPTION
 AN0504
 AN0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0504'3.2 MI SW FROM LA SALLE.
 AN0504'ABOUT 3.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0504'CROSSING OF A PAVED ROAD AT LA SALLE, ABOUT 1.15 MILES SOUTHWEST OF
 AN0504'THE RAILROAD BRIDGE OVER GARCITAS CREEK, 93 FEET SOUTHEAST AND ACROSS
 AN0504'THE TRACK FROM MILEPOST 233, 45 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 AN0504'RAIL OF THE TRACK, 61 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 AN0504'FARM-TO-MARKET ROAD 616, 121 YARDS SOUTHWEST OF A PIPELINE WHICH
 AN0504'CROSSES THE TRACK, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 2
 AN0504'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 AN0504'POST WHICH PROJECTS 8 INCHES.
 AN0504
 AN0504                          STATION RECOVERY (1973)
 AN0504
 AN0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0504'RECOVERED IN GOOD CONDITION.
 AN0504
 AN0504                          STATION RECOVERY (1978)
 AN0504
 AN0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0738 ***********************************************************************
 AN0738  DESIGNATION -  W 696
 AN0738  PID         -  AN0738
 AN0738  STATE/COUNTY-  TX/VICTORIA
 AN0738  USGS QUAD   -  INEZ (1995)
 AN0738
 AN0738                         *CURRENT SURVEY CONTROL
 AN0738  ___________________________________________________________________
 AN0738* NAD 83(1986)-  28 54 13.     (N)    096 47 26.     (W)     SCALED    
 AN0738* NAVD 88     -        18.98   (+/-2cm)      62.3    (feet)  VERTCON   
 AN0738  ___________________________________________________________________
 AN0738  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0738
 AN0738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0738
 AN0738.The horizontal coordinates were scaled from a topographic map and have
 AN0738.an estimated accuracy of +/- 6 seconds.
 AN0738
 AN0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0738.The vertical order pertains to the NGVD 29 superseded value.
 AN0738
 AN0738.The geoid height was determined by GEOID03.
 AN0738
 AN0738;                    North         East    Units  Estimated Accuracy
 AN0738;SPC TXSC     - 4,120,650.      815,450.      MT  (+/- 180 meters Scaled)
 AN0738
 AN0738                          SUPERSEDED SURVEY CONTROL
 AN0738
 AN0738  NGVD 29 (??/??/92)   19.040  (m)           62.47   (f) ADJ UNCH    2 0
 AN0738
 AN0738.Superseded values are not recommended for survey control.
 AN0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0738.See file dsdata.txt to determine how the superseded data were derived.
 AN0738
 AN0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS154993(NAD 83)
 AN0738_MARKER: DB = BENCH MARK DISK
 AN0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0738_STAMPING: W 696 1943
 AN0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0738+STABILITY: SURFACE MOTION
 AN0738
 AN0738  HISTORY     - Date     Condition        Report By
 AN0738  HISTORY     - 1943     MONUMENTED       CGS
 AN0738  HISTORY     - 1972     GOOD             NGS
 AN0738  HISTORY     - 19910428 GOOD             USPSQD
 AN0738
 AN0738                          STATION DESCRIPTION
 AN0738
 AN0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0738'IN INEZ.
 AN0738'AT INEZ, AT THE CROSSING OF FARM ROAD 444 AND THE SOUTHERN PACIFIC
 AN0738'RAILROAD, 0.1 MILE NORTHWEST OF THE ST JOSEPH CHURCH, 46 FEET
 AN0738'SOUTHWEST OF THE CENTER LINE OF FM ROAD 444, 51.6 FEET NORTHWEST OF
 AN0738'THE NORTHWEST RAIL OF THE MAIN TRACK, 37.2 FEET EAST OF THE EAST
 AN0738'CORNER OF A SMALL BUILDING, 11 1/2 FEET SOUTHWEST OF A POWER LINE
 AN0738'POLE, 1.4 FEET SOUTHEAST OF A FENCE LINE, 1 FOOT NORTH OF A METAL
 AN0738'WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 AN0738'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 AN0738'GROUND.
 AN0738
 AN0738                          STATION RECOVERY (1991)
 AN0738
 AN0738'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0608 ***********************************************************************
 AN0608  DESIGNATION -  W 697
 AN0608  PID         -  AN0608
 AN0608  STATE/COUNTY-  TX/VICTORIA
 AN0608  USGS QUAD   -  MARCADO CREEK (1995)
 AN0608
 AN0608                         *CURRENT SURVEY CONTROL
 AN0608  ___________________________________________________________________
 AN0608* NAD 83(1986)-  28 46 36.     (N)    096 49 41.     (W)     SCALED    
 AN0608* NAVD 88     -        18.21   (+/-2cm)      59.7    (feet)  VERTCON   
 AN0608  ___________________________________________________________________
 AN0608  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0608
 AN0608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0608
 AN0608.The horizontal coordinates were scaled from a topographic map and have
 AN0608.an estimated accuracy of +/- 6 seconds.
 AN0608
 AN0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0608.The vertical order pertains to the NGVD 29 superseded value.
 AN0608
 AN0608.The geoid height was determined by GEOID03.
 AN0608
 AN0608;                    North         East    Units  Estimated Accuracy
 AN0608;SPC TXSC     - 4,106,520.      812,050.      MT  (+/- 180 meters Scaled)
 AN0608
 AN0608                          SUPERSEDED SURVEY CONTROL
 AN0608
 AN0608  NGVD 29 (??/??/92)   18.31   (m)           60.1    (f) COMPUTED    2 0
 AN0608
 AN0608.Superseded values are not recommended for survey control.
 AN0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0608.See file dsdata.txt to determine how the superseded data were derived.
 AN0608
 AN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS120851(NAD 83)
 AN0608_MARKER: DB = BENCH MARK DISK
 AN0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0608_STAMPING: W 697 1943
 AN0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0608+STABILITY: SURFACE MOTION
 AN0608
 AN0608  HISTORY     - Date     Condition        Report By
 AN0608  HISTORY     - 1943     MONUMENTED       CGS
 AN0608
 AN0608                          STATION DESCRIPTION
 AN0608
 AN0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0608'13.7 MI SW FROM INEZ.
 AN0608'TO REACH FROM THE SCHOOL HOUSE AT INEZ, PROCEED 6.4 MILES SOUTHEAST
 AN0608'ALONG A GRAVEL ROAD, TO THE INTERSECTION OF A GRAVEL ROAD LEADING
 AN0608'WESTERLY TO GUADALUPE, THENCE GO 7.3 MILES WESTERLY TO THE
 AN0608'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWEST TO TELFENER AND SITE
 AN0608'OF BENCH MARK.  BENCH MARK IS 38.0 FEET SOUTH OF THE SOUTH CORNER OF A
 AN0608'16.0 FOOT WOODEN BRIDGE OVER A DRAIN DITCH.  IT IS 27.0 FEET SOUTHEAST
 AN0608'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD, ABOUT 12.0 FEET
 AN0608'NORTHEAST OF A POWER LINE POLE NO. 7-60, ABOUT 6.0 FEET SOUTHWEST OF
 AN0608'THE TANGENT LINE OF TELFENER ROAD.  MONUMENT IS 3.0 FEET SOUTHWEST OF
 AN0608'A 4X4 INCH WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0609 ***********************************************************************
 AN0609  DESIGNATION -  W 697 RESET 1955
 AN0609  PID         -  AN0609
 AN0609  STATE/COUNTY-  TX/VICTORIA
 AN0609  USGS QUAD   -  MARCADO CREEK (1995)
 AN0609
 AN0609                         *CURRENT SURVEY CONTROL
 AN0609  ___________________________________________________________________
 AN0609* NAD 83(1986)-  28 46 36.     (N)    096 49 41.     (W)     SCALED    
 AN0609* NAVD 88     -        18.36   (+/-2cm)      60.2    (feet)  VERTCON   
 AN0609  ___________________________________________________________________
 AN0609  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0609
 AN0609  VERT ORDER  -  THIRD (See Below)
 AN0609
 AN0609.The horizontal coordinates were scaled from a topographic map and have
 AN0609.an estimated accuracy of +/- 6 seconds.
 AN0609
 AN0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0609.The vertical order pertains to the NGVD 29 superseded value.
 AN0609
 AN0609.The geoid height was determined by GEOID03.
 AN0609
 AN0609;                    North         East    Units  Estimated Accuracy
 AN0609;SPC TXSC     - 4,106,520.      812,050.      MT  (+/- 180 meters Scaled)
 AN0609
 AN0609                          SUPERSEDED SURVEY CONTROL
 AN0609
 AN0609  NGVD 29 (??/??/??)   18.47   (m)           60.6    (f) RESET       3  
 AN0609
 AN0609.Superseded values are not recommended for survey control.
 AN0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0609.See file dsdata.txt to determine how the superseded data were derived.
 AN0609
 AN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS120851(NAD 83)
 AN0609_MARKER: DD = SURVEY DISK
 AN0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0609_STAMPING: W 697 RESET 1955
 AN0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0609+STABILITY: SURFACE MOTION
 AN0609
 AN0609  HISTORY     - Date     Condition        Report By
 AN0609  HISTORY     - 1955     MONUMENTED       TXHD
 AN0609
 AN0609                          STATION DESCRIPTION
 AN0609
 AN0609'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0609'6.4 MI SE FROM INEZ.
 AN0609'6.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AN0609'INEZ, VICTORIA COUNTY, THENCE 7.3 MILES WEST ALONG A COUNTY ROAD
 AN0609'LEADING TO GUADALUPE.  9.8 MILES SOUTHEAST ALONG FARM-TO-MARKET
 AN0609'HIGHWAY 1686 FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 AN0609'TELFENER, AT THE INTERSECTION OF THE GRAVEL ROAD AND THE
 AN0609'FARM-TO-MARKET HIGHWAY, 46 FEET SOUTHWEST OF A CONCRETE BRIDGE, 51.5
 AN0609'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 AN0609'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 697
 AN0609'RESET 1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 AN0609'ABOVE GROUND.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS
 AN0609'ELEVATION DETERMINED BY ENGINEERS OF THE TEXAS STATE HIGHWAY
 AN0609'DEPARTMENT IN MARCH 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0975 ***********************************************************************
 AN0975  DESIGNATION -  W 698
 AN0975  PID         -  AN0975
 AN0975  STATE/COUNTY-  TX/VICTORIA
 AN0975  USGS QUAD   -  RAISIN (1987)
 AN0975
 AN0975                         *CURRENT SURVEY CONTROL
 AN0975  ___________________________________________________________________
 AN0975* NAD 83(1986)-  28 40 46.     (N)    097 02 48.     (W)     SCALED    
 AN0975* NAVD 88     -        20.92   (+/-2cm)      68.6    (feet)  VERTCON   
 AN0975  ___________________________________________________________________
 AN0975  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0975
 AN0975  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0975
 AN0975.The horizontal coordinates were scaled from a topographic map and have
 AN0975.an estimated accuracy of +/- 6 seconds.
 AN0975
 AN0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0975.The vertical order pertains to the NGVD 29 superseded value.
 AN0975
 AN0975.The geoid height was determined by GEOID03.
 AN0975
 AN0975;                    North         East    Units  Estimated Accuracy
 AN0975;SPC TXSC     - 4,095,370.      790,890.      MT  (+/- 180 meters Scaled)
 AN0975
 AN0975                          SUPERSEDED SURVEY CONTROL
 AN0975
 AN0975  NGVD 29 (??/??/92)   21.03   (m)           69.0    (f) COMPUTED    2 0
 AN0975
 AN0975.Superseded values are not recommended for survey control.
 AN0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0975.See file dsdata.txt to determine how the superseded data were derived.
 AN0975
 AN0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS908740(NAD 83)
 AN0975_MARKER: DB = BENCH MARK DISK
 AN0975_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0975_SP_SET: CULVERT
 AN0975_STAMPING: W 698 1943
 AN0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0975
 AN0975  HISTORY     - Date     Condition        Report By
 AN0975  HISTORY     - 1943     MONUMENTED       CGS
 AN0975  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0975
 AN0975                          STATION DESCRIPTION
 AN0975
 AN0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0975'9.9 MI S FROM VICTORIA.
 AN0975'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0975'CITY HALL AT VICTORIA, VICTORIA COUNTY, THENCE 7.0 MILES SOUTH ALONG
 AN0975'U.S. HIGHWAY 77.  AT A 4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, IN
 AN0975'THE SOUTH END OF THE EAST CONCRETE HEADWALL, 18 FEET EAST OF THE
 AN0975'CENTERLINE OF THE HIGHWAY, AND 3 FEET BELOW THE HIGHWAY.  A STANDARD
 AN0975'DISK, STAMPED W 698 1943.
 AN0975
 AN0975                          STATION RECOVERY (1990)
 AN0975
 AN0975'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1432 ***********************************************************************
 AN1432  DESIGNATION -  W 699
 AN1432  PID         -  AN1432
 AN1432  STATE/COUNTY-  TX/REFUGIO
 AN1432  USGS QUAD   -  REFUGIO (1979)
 AN1432
 AN1432                         *CURRENT SURVEY CONTROL
 AN1432  ___________________________________________________________________
 AN1432* NAD 83(1986)-  28 21 42.     (N)    097 21 17.     (W)     SCALED    
 AN1432* NAVD 88     -        25.72   (+/-2cm)      84.4    (feet)  VERTCON   
 AN1432  ___________________________________________________________________
 AN1432  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1432
 AN1432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1432
 AN1432.The horizontal coordinates were scaled from a topographic map and have
 AN1432.an estimated accuracy of +/- 6 seconds.
 AN1432
 AN1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1432.The vertical order pertains to the NGVD 29 superseded value.
 AN1432
 AN1432.The geoid height was determined by GEOID03.
 AN1432
 AN1432;                    North         East    Units  Estimated Accuracy
 AN1432;SPC TXSC     - 4,059,690.      761,290.      MT  (+/- 180 meters Scaled)
 AN1432
 AN1432                          SUPERSEDED SURVEY CONTROL
 AN1432
 AN1432  NGVD 29 (??/??/92)   25.84   (m)           84.8    (f) COMPUTED    2 0
 AN1432
 AN1432.Superseded values are not recommended for survey control.
 AN1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1432.See file dsdata.txt to determine how the superseded data were derived.
 AN1432
 AN1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS612383(NAD 83)
 AN1432_MARKER: DB = BENCH MARK DISK
 AN1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1432_STAMPING: W 699 1943
 AN1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1432+STABILITY: SURFACE MOTION
 AN1432
 AN1432  HISTORY     - Date     Condition        Report By
 AN1432  HISTORY     - 1943     MONUMENTED       CGS
 AN1432  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1432  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1432  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1432  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1432
 AN1432                          STATION DESCRIPTION
 AN1432
 AN1432'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1432'8.5 MI NW FROM REFUGIO.
 AN1432'1.7 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE COUNTY COURTHOUSE AT
 AN1432'REFUGIO, REFUGIO COUNTY, THENCE 6.8 MILES NORTHWEST ALONG STATE
 AN1432'HIGHWAY 202.  115 FEET NORTHEAST ACROSS THE HIGHWAY FROM A DIPPING
 AN1432'VAT, 58.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 AN1432'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHEAST OF A WHITE
 AN1432'WOODEN WITNESS POST, AND 1 FOOT ABOVE THE HIGHWAY.  A STANDARD DISK,
 AN1432'STAMPED W 699 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1432'0.4 FOOT ABOVE GROUND.
 AN1432
 AN1432                          STATION RECOVERY (1974)
 AN1432
 AN1432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1432'MARK NOT FOUND.
 AN1432
 AN1432                          STATION RECOVERY (1994)
 AN1432
 AN1432'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1432'MARK NOT FOUND.
 AN1432
 AN1432                          STATION RECOVERY (1999)
 AN1432
 AN1432'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0014 ***********************************************************************
 DQ0014  DESIGNATION -  W 70
 DQ0014  PID         -  DQ0014
 DQ0014  STATE/COUNTY-  TX/LUBBOCK
 DQ0014  USGS QUAD   -  WOLFFORTH NE (1985)
 DQ0014
 DQ0014                         *CURRENT SURVEY CONTROL
 DQ0014  ___________________________________________________________________
 DQ0014* NAD 83(1986)-  33 44 50.     (N)    102 04 06.     (W)     SCALED    
 DQ0014* NAVD 88     -      1015.807  (meters)    3332.69   (feet)  ADJUSTED  
 DQ0014  ___________________________________________________________________
 DQ0014  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 DQ0014  DYNAMIC HT  -        1014.491 (meters)    3328.38  (feet)  COMP
 DQ0014  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 DQ0014
 DQ0014  VERT ORDER  -  FIRST     CLASS II
 DQ0014
 DQ0014.The horizontal coordinates were scaled from a topographic map and have
 DQ0014.an estimated accuracy of +/- 6 seconds.
 DQ0014
 DQ0014.The orthometric height was determined by differential leveling
 DQ0014.and adjusted by the National Geodetic Survey in June 1991..
 DQ0014
 DQ0014.The geoid height was determined by GEOID03.
 DQ0014
 DQ0014.The dynamic height is computed by dividing the NAVD 88
 DQ0014.geopotential number by the normal gravity value computed on the
 DQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0014.degrees latitude (g = 980.6199 gals.).
 DQ0014
 DQ0014.The modeled gravity was interpolated from observed gravity values.
 DQ0014
 DQ0014;                    North         East    Units  Estimated Accuracy
 DQ0014;SPC TXNC     - 2,236,330.      269,450.      MT  (+/- 180 meters Scaled)
 DQ0014
 DQ0014                          SUPERSEDED SURVEY CONTROL
 DQ0014
 DQ0014  NGVD 29 (??/??/92) 1015.377  (m)         3331.28   (f) ADJ UNCH    1 2
 DQ0014
 DQ0014.Superseded values are not recommended for survey control.
 DQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0014.See file dsdata.txt to determine how the superseded data were derived.
 DQ0014
 DQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT715379(NAD 83)
 DQ0014_MARKER: DB = BENCH MARK DISK
 DQ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0014_STAMPING: 3331.283 W 70 1930
 DQ0014_MARK LOGO: CGS   
 DQ0014_PROJECTION: FLUSH
 DQ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0014+STABILITY: SURFACE MOTION
 DQ0014
 DQ0014  HISTORY     - Date     Condition        Report By
 DQ0014  HISTORY     - 1930     MONUMENTED       CGS
 DQ0014  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0014  HISTORY     - 1982     GOOD             NGS
 DQ0014
 DQ0014                          STATION DESCRIPTION
 DQ0014
 DQ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0014'2.3 MI SE FROM ROUNDUP.
 DQ0014'IN LUBBOCK COUNTY, ABOUT 2-1/2 MILES SOUTHEAST ALONG THE PANHANDLE AND
 DQ0014'SANTA FE RAILWAY FROM ROUNDUP, HOCKLEY COUNTY, 1/2 MILE SOUTHEAST OF
 DQ0014'MILEPOST 72, 105 FEET NORTHWEST OF THE NORTH POST OF A RAIL RACK, 50
 DQ0014'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 1 FOOT OUTSIDE THE
 DQ0014'RIGHT-OF-WAY FENCE, 1 FOOT UNDER GROUND, AND SET IN THE TOP OF A
 DQ0014'CONCRETE POST.
 DQ0014
 DQ0014                          STATION RECOVERY (1982)
 DQ0014
 DQ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0014'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.9 KM (9.9
 DQ0014'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 DQ0014'STATION IN LUBBOCK, THENCE 12.4 KM (7.7 MI) NORTHWESTERLY ALONG U.S.
 DQ0014'HIGHWAY 84, OR 30.1 KM (18.7 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84
 DQ0014'FROM ITS JUNCTION WITH U.S.  HIGHWAY 385 IN LITTLEFIELD, 0.5 KM (0.3
 DQ0014'MI) SOUTHEAST OF RAILROAD MILEPOST 72, 16.6 METERS (54.5 FT) NORTHEAST
 DQ0014'OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 14.8
 DQ0014'METERS (48.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD.
 DQ0014'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DQ0014'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0217 ***********************************************************************
 BO0217  DESIGNATION -  W 700
 BO0217  PID         -  BO0217
 BO0217  STATE/COUNTY-  TX/CROCKETT
 BO0217  USGS QUAD   -  BARNHART SW (1971)
 BO0217
 BO0217                         *CURRENT SURVEY CONTROL
 BO0217  ___________________________________________________________________
 BO0217* NAD 83(1986)-  31 00 04.     (N)    101 10 08.     (W)     SCALED    
 BO0217* NAVD 88     -       804.845  (meters)    2640.56   (feet)  ADJUSTED  
 BO0217  ___________________________________________________________________
 BO0217  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 BO0217  DYNAMIC HT  -         803.677 (meters)    2636.73  (feet)  COMP
 BO0217  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 BO0217
 BO0217  VERT ORDER  -  SECOND    CLASS 0
 BO0217
 BO0217.The horizontal coordinates were scaled from a topographic map and have
 BO0217.an estimated accuracy of +/- 6 seconds.
 BO0217
 BO0217.The orthometric height was determined by differential leveling
 BO0217.and adjusted by the National Geodetic Survey in June 1991..
 BO0217
 BO0217.The geoid height was determined by GEOID03.
 BO0217
 BO0217.The dynamic height is computed by dividing the NAVD 88
 BO0217.geopotential number by the normal gravity value computed on the
 BO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0217.degrees latitude (g = 980.6199 gals.).
 BO0217
 BO0217.The modeled gravity was interpolated from observed gravity values.
 BO0217
 BO0217;                    North         East    Units  Estimated Accuracy
 BO0217;SPC TX C     - 3,148,230.      620,210.      MT  (+/- 180 meters Scaled)
 BO0217
 BO0217                          SUPERSEDED SURVEY CONTROL
 BO0217
 BO0217  NGVD 29 (??/??/92)  804.601  (m)         2639.76   (f) ADJ UNCH    2 0
 BO0217
 BO0217.Superseded values are not recommended for survey control.
 BO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0217.See file dsdata.txt to determine how the superseded data were derived.
 BO0217
 BO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV929317(NAD 83)
 BO0217_MARKER: DB = BENCH MARK DISK
 BO0217_SETTING: 80 = SET IN A BOULDER
 BO0217_SP_SET: BOULDER
 BO0217_STAMPING: W 700 1942
 BO0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0217+STABILITY: SURFACE MOTION
 BO0217
 BO0217  HISTORY     - Date     Condition        Report By
 BO0217  HISTORY     - 1942     MONUMENTED       CGS
 BO0217  HISTORY     - 1966     GOOD             NGS
 BO0217
 BO0217                          STATION DESCRIPTION
 BO0217
 BO0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0217'9.0 MI S FROM BARNHART.
 BO0217'IN CROCKETT COUNTY, ABOUT 9.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM
 BO0217'THE JUNCTION OF U.S. HIGHWAY 67 AT BARNHART, IRION COUNTY, 65 FEET
 BO0217'WEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF A WIRE FENCE
 BO0217'PARALLELING THE HIGHWAY, 32 FEET NORTH OF A MESQUITE TREE, IN THE TOP
 BO0217'OF A BOULDER SURROUNDED BY A CIRCLE OF ROCKS, AND ABOUT 2 FEET HIGHER
 BO0217'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED W 700 1942. NOTE-- THIS
 BO0217'BENCH MARK IS 12 FEET WEST OF A WIRE FENCE PARALLELING THE HIGHWAY,
 BO0217'INSTEADED OF BEEN EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0186 ***********************************************************************
 BO0186  DESIGNATION -  W 701
 BO0186  PID         -  BO0186
 BO0186  STATE/COUNTY-  TX/CROCKETT
 BO0186  USGS QUAD   -  HUNT RANCH (1967)
 BO0186
 BO0186                         *CURRENT SURVEY CONTROL
 BO0186  ___________________________________________________________________
 BO0186* NAD 83(1986)-  30 31 17.     (N)    101 21 48.     (W)     SCALED    
 BO0186* NAVD 88     -       673.457  (meters)    2209.50   (feet)  ADJUSTED  
 BO0186  ___________________________________________________________________
 BO0186  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 BO0186  DYNAMIC HT  -         672.457 (meters)    2206.22  (feet)  COMP
 BO0186  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 BO0186
 BO0186  VERT ORDER  -  FIRST     CLASS II
 BO0186
 BO0186.The horizontal coordinates were scaled from a topographic map and have
 BO0186.an estimated accuracy of +/- 6 seconds.
 BO0186
 BO0186.The orthometric height was determined by differential leveling
 BO0186.and adjusted by the National Geodetic Survey in June 1991..
 BO0186
 BO0186.The geoid height was determined by GEOID03.
 BO0186
 BO0186.The dynamic height is computed by dividing the NAVD 88
 BO0186.geopotential number by the normal gravity value computed on the
 BO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0186.degrees latitude (g = 980.6199 gals.).
 BO0186
 BO0186.The modeled gravity was interpolated from observed gravity values.
 BO0186
 BO0186;                    North         East    Units  Estimated Accuracy
 BO0186;SPC TX C     - 3,095,210.      601,150.      MT  (+/- 180 meters Scaled)
 BO0186
 BO0186                          SUPERSEDED SURVEY CONTROL
 BO0186
 BO0186  NGVD 29 (??/??/92)  673.256  (m)         2208.84   (f) ADJ UNCH    1 2
 BO0186
 BO0186.Superseded values are not recommended for survey control.
 BO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0186.See file dsdata.txt to determine how the superseded data were derived.
 BO0186
 BO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU732789(NAD 83)
 BO0186_MARKER: DB = BENCH MARK DISK
 BO0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0186_STAMPING: W 701 1942
 BO0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0186+STABILITY: SURFACE MOTION
 BO0186
 BO0186  HISTORY     - Date     Condition        Report By
 BO0186  HISTORY     - 1942     MONUMENTED       CGS
 BO0186
 BO0186                          STATION DESCRIPTION
 BO0186
 BO0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0186'19.8 MI S FROM OZONA.
 BO0186'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0186'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0186'ABOUT 15.2 MILES SOUTH ALONG A DIRT ROAD, 28.0 FEET NORTHWEST OF THE
 BO0186'CENTER LINE OF THE DIRT ROAD, 1.0 FOOT SOUTHEAST OF A WIRE FENCE, 15.0
 BO0186'FEET NORTHEAST OF A TELEPHONE POLE WHICH IS SET IN A 3-INCH IRON PIPE
 BO0186'AND ABOUT IN LINE WITH THE POLES, ABOUT 209.0 FEET SOUTHWEST OF A
 BO0186'CURVE IN THE ROAD TO THE RIGHT, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0286 ***********************************************************************
 BO0286  DESIGNATION -  W 702
 BO0286  PID         -  BO0286
 BO0286  STATE/COUNTY-  TX/VAL VERDE
 BO0286  USGS QUAD   -  ANTONE CANYON (1970)
 BO0286
 BO0286                         *CURRENT SURVEY CONTROL
 BO0286  ___________________________________________________________________
 BO0286* NAD 83(1986)-  30 15 40.     (N)    101 33 16.     (W)     SCALED    
 BO0286* NAVD 88     -       534.867  (meters)    1754.81   (feet)  ADJUSTED  
 BO0286  ___________________________________________________________________
 BO0286  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 BO0286  DYNAMIC HT  -         534.073 (meters)    1752.20  (feet)  COMP
 BO0286  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 BO0286
 BO0286  VERT ORDER  -  FIRST     CLASS II
 BO0286
 BO0286.The horizontal coordinates were scaled from a topographic map and have
 BO0286.an estimated accuracy of +/- 6 seconds.
 BO0286
 BO0286.The orthometric height was determined by differential leveling
 BO0286.and adjusted by the National Geodetic Survey in June 1991..
 BO0286
 BO0286.The geoid height was determined by GEOID03.
 BO0286
 BO0286.The dynamic height is computed by dividing the NAVD 88
 BO0286.geopotential number by the normal gravity value computed on the
 BO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0286.degrees latitude (g = 980.6199 gals.).
 BO0286
 BO0286.The modeled gravity was interpolated from observed gravity values.
 BO0286
 BO0286;                    North         East    Units  Estimated Accuracy
 BO0286;SPC TXSC     - 4,271,760.      354,200.      MT  (+/- 180 meters Scaled)
 BO0286
 BO0286                          SUPERSEDED SURVEY CONTROL
 BO0286
 BO0286  NGVD 29 (??/??/92)  534.718  (m)         1754.32   (f) ADJ UNCH    1 2
 BO0286
 BO0286.Superseded values are not recommended for survey control.
 BO0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0286.See file dsdata.txt to determine how the superseded data were derived.
 BO0286
 BO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU542504(NAD 83)
 BO0286_MARKER: DB = BENCH MARK DISK
 BO0286_SETTING: 66 = SET IN ROCK OUTCROP
 BO0286_SP_SET: LEDGE
 BO0286_STAMPING: W 702 1942
 BO0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0286+STABILITY: POSITION/ELEVATION WELL
 BO0286
 BO0286  HISTORY     - Date     Condition        Report By
 BO0286  HISTORY     - 1942     MONUMENTED       CGS
 BO0286  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0286
 BO0286                          STATION DESCRIPTION
 BO0286
 BO0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0286'5.35 MI N FROM PANDALE.
 BO0286'THIS MARK IS ABOUT 5.35 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0286'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY 253.0 FEET WEST OF THE CENTER
 BO0286'LINE OF THE DIRT ROAD, 16.1 FEET NORTH OF A MESQUITE TREE, 50.0 FEET
 BO0286'SOUTH OF A SECOND MESQUITE TREE, SET IN THE TOP OF THE FIRST STEP OF A
 BO0286'ROCK LEDGE AND SURROUNDED BY A CIRCLE OF ROCKS, ABOUT 2.0 FEET HIGHER
 BO0286'THAN THE ROAD.
 BO0286
 BO0286                          STATION RECOVERY (1999)
 BO0286
 BO0286'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0299 ***********************************************************************
 AZ0299  DESIGNATION -  W 703
 AZ0299  PID         -  AZ0299
 AZ0299  STATE/COUNTY-  TX/VAL VERDE
 AZ0299  USGS QUAD   -  HARKELL CANYON (1973)
 AZ0299
 AZ0299                         *CURRENT SURVEY CONTROL
 AZ0299  ___________________________________________________________________
 AZ0299* NAD 83(1986)-  29 58 09.     (N)    101 36 01.     (W)     SCALED    
 AZ0299* NAVD 88     -       544.502  (meters)    1786.42   (feet)  ADJUSTED  
 AZ0299  ___________________________________________________________________
 AZ0299  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AZ0299  DYNAMIC HT  -         543.698 (meters)    1783.78  (feet)  COMP
 AZ0299  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 AZ0299
 AZ0299  VERT ORDER  -  FIRST     CLASS II
 AZ0299
 AZ0299.The horizontal coordinates were scaled from a topographic map and have
 AZ0299.an estimated accuracy of +/- 6 seconds.
 AZ0299
 AZ0299.The orthometric height was determined by differential leveling
 AZ0299.and adjusted by the National Geodetic Survey in June 1991..
 AZ0299
 AZ0299.The geoid height was determined by GEOID03.
 AZ0299
 AZ0299.The dynamic height is computed by dividing the NAVD 88
 AZ0299.geopotential number by the normal gravity value computed on the
 AZ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0299.degrees latitude (g = 980.6199 gals.).
 AZ0299
 AZ0299.The modeled gravity was interpolated from observed gravity values.
 AZ0299
 AZ0299;                    North         East    Units  Estimated Accuracy
 AZ0299;SPC TXSC     - 4,239,500.      349,070.      MT  (+/- 180 meters Scaled)
 AZ0299
 AZ0299                          SUPERSEDED SURVEY CONTROL
 AZ0299
 AZ0299  NGVD 29 (??/??/92)  544.365  (m)         1785.97   (f) ADJ UNCH    1 2
 AZ0299
 AZ0299.Superseded values are not recommended for survey control.
 AZ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0299.See file dsdata.txt to determine how the superseded data were derived.
 AZ0299
 AZ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU490182(NAD 83)
 AZ0299_MARKER: DB = BENCH MARK DISK
 AZ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0299_STAMPING: W 703 1942
 AZ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0299+STABILITY: SURFACE MOTION
 AZ0299
 AZ0299  HISTORY     - Date     Condition        Report By
 AZ0299  HISTORY     - 1942     MONUMENTED       CGS
 AZ0299  HISTORY     - 1973     GOOD             USGS
 AZ0299  HISTORY     - 20010607 GOOD             USPSQD
 AZ0299
 AZ0299                          STATION DESCRIPTION
 AZ0299
 AZ0299'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0299'12.7 MI N FROM LANGTRY.
 AZ0299'ABOUT 12.6 MI NORTH ALONG A DIRT ROAD TO PANDALE FROM THE SOUTHERN
 AZ0299'PACIFIC CO. RAILROAD STATION AT LANGTRY, ABOUT 0.1 MI. SOUTH OF A
 AZ0299'DRAIN CROSSING, 44.8 FEET EAST OF THE CENTER LINE OF THE ROAD, 62.3
 AZ0299'FEET EAST AND ACROSS THE ROAD FROM A WIRE FENCE PARALLELING THE ROAD,
 AZ0299'14 FEET NORTH OF A MESQUITE TREE, AND ABOUT 2 FEET HIGHER THAN THE
 AZ0299'ROAD.  A STANDARD DISK STAMPED W 703 1942 AND SET IN THE TOP OF A
 AZ0299'CONCRETE POST.
 AZ0299
 AZ0299                          STATION RECOVERY (2001)
 AZ0299
 AZ0299'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0498 ***********************************************************************
 CD0498  DESIGNATION -  W 704
 CD0498  PID         -  CD0498
 CD0498  STATE/COUNTY-  TX/HUDSPETH
 CD0498  USGS QUAD   -  PIERCE RANCH (1979)
 CD0498
 CD0498                         *CURRENT SURVEY CONTROL
 CD0498  ___________________________________________________________________
 CD0498* NAD 83(1986)-  31 17 06.     (N)    105 20 09.     (W)     SCALED    
 CD0498* NAVD 88     -      1432.365  (meters)    4699.35   (feet)  ADJUSTED  
 CD0498  ___________________________________________________________________
 CD0498  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CD0498  DYNAMIC HT  -        1430.086 (meters)    4691.87  (feet)  COMP
 CD0498  MODELED GRAV-     978,999.2   (mgal)                       NAVD 88
 CD0498
 CD0498  VERT ORDER  -  FIRST     CLASS II
 CD0498
 CD0498.The horizontal coordinates were scaled from a topographic map and have
 CD0498.an estimated accuracy of +/- 6 seconds.
 CD0498
 CD0498.The orthometric height was determined by differential leveling
 CD0498.and adjusted by the National Geodetic Survey in June 1991..
 CD0498
 CD0498.The geoid height was determined by GEOID03.
 CD0498
 CD0498.The dynamic height is computed by dividing the NAVD 88
 CD0498.geopotential number by the normal gravity value computed on the
 CD0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0498.degrees latitude (g = 980.6199 gals.).
 CD0498
 CD0498.The modeled gravity was interpolated from observed gravity values.
 CD0498
 CD0498;                    North         East    Units  Estimated Accuracy
 CD0498;SPC TX C     - 3,190,110.      223,880.      MT  (+/- 180 meters Scaled)
 CD0498
 CD0498                          SUPERSEDED SURVEY CONTROL
 CD0498
 CD0498  NGVD 29 (??/??/92) 1431.764  (m)         4697.38   (f) ADJ UNCH    1 2
 CD0498
 CD0498.Superseded values are not recommended for survey control.
 CD0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0498.See file dsdata.txt to determine how the superseded data were derived.
 CD0498
 CD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ680612(NAD 83)
 CD0498_MARKER: DB = BENCH MARK DISK
 CD0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0498_STAMPING: W 704 1942
 CD0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0498+STABILITY: SURFACE MOTION
 CD0498
 CD0498  HISTORY     - Date     Condition        Report By
 CD0498  HISTORY     - 1942     MONUMENTED       CGS
 CD0498  HISTORY     - 1958     GOOD             NGS
 CD0498
 CD0498                          STATION DESCRIPTION
 CD0498
 CD0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0498'8.8 MI N FROM SIERRA BLANCA.
 CD0498'ABOUT 8.8 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0498'RAILROAD STATION AT SIERRA BLANCA, 56 FEET EAST OF THE CENTER LINE OF
 CD0498'THE ROAD, ABOUT MIDWAY BETWEEN TWO SMALL HILLS, IN LINE WITH A ROW OF
 CD0498'TELEPHONE POLES, 14 FEET NORTH OF A TREE, 5 FEET EAST OF A FENCE, 2
 CD0498'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 CD0498'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 CD0498'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0448 ***********************************************************************
 CD0448  DESIGNATION -  W 705
 CD0448  PID         -  CD0448
 CD0448  STATE/COUNTY-  TX/HUDSPETH
 CD0448  USGS QUAD   -  HUECO STATION (1984)
 CD0448
 CD0448                         *CURRENT SURVEY CONTROL
 CD0448  ___________________________________________________________________
 CD0448* NAD 83(1986)-  31 38 16.     (N)    105 22 12.     (W)     SCALED    
 CD0448* NAVD 88     -      1295.793  (meters)    4251.28   (feet)  ADJUSTED  
 CD0448  ___________________________________________________________________
 CD0448  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CD0448  DYNAMIC HT  -        1293.812 (meters)    4244.78  (feet)  COMP
 CD0448  MODELED GRAV-     979,065.9   (mgal)                       NAVD 88
 CD0448
 CD0448  VERT ORDER  -  FIRST     CLASS II
 CD0448
 CD0448.The horizontal coordinates were scaled from a topographic map and have
 CD0448.an estimated accuracy of +/- 6 seconds.
 CD0448
 CD0448.The orthometric height was determined by differential leveling
 CD0448.and adjusted by the National Geodetic Survey in June 1991..
 CD0448
 CD0448.The geoid height was determined by GEOID03.
 CD0448
 CD0448.The dynamic height is computed by dividing the NAVD 88
 CD0448.geopotential number by the normal gravity value computed on the
 CD0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0448.degrees latitude (g = 980.6199 gals.).
 CD0448
 CD0448.The modeled gravity was interpolated from observed gravity values.
 CD0448
 CD0448;                    North         East    Units  Estimated Accuracy
 CD0448;SPC TX C     - 3,229,330.      222,400.      MT  (+/- 180 meters Scaled)
 CD0448
 CD0448                          SUPERSEDED SURVEY CONTROL
 CD0448
 CD0448  NGVD 29 (??/??/92) 1295.228  (m)         4249.43   (f) ADJ UNCH    1 2
 CD0448
 CD0448.Superseded values are not recommended for survey control.
 CD0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0448.See file dsdata.txt to determine how the superseded data were derived.
 CD0448
 CD0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR649003(NAD 83)
 CD0448_MARKER: DB = BENCH MARK DISK
 CD0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0448_STAMPING: W 705 1942
 CD0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0448+STABILITY: SURFACE MOTION
 CD0448
 CD0448  HISTORY     - Date     Condition        Report By
 CD0448  HISTORY     - 1942     MONUMENTED       CGS
 CD0448  HISTORY     - 1958     GOOD             NGS
 CD0448
 CD0448                          STATION DESCRIPTION
 CD0448
 CD0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0448'33.95 MI N FROM SIERRA BLANCA.
 CD0448'ABOUT 33.95 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0448'PACIFIC RAILROAD STATION AT SIERRA PLANCA, 108 FEET WEST OF THE CENTER
 CD0448'LINE OF THE ROAD, 31 FEET EAST OF THE CENTER LINE OF THE OLD ROAD, 50
 CD0448'FEET SOUTH-SOUTHEAST OF A POWER POLE, 55 FEET WEST OF A FENCE, 2 FEET
 CD0448'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND
 CD0448'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0391 ***********************************************************************
 BP0391  DESIGNATION -  W 706
 BP0391  PID         -  BP0391
 BP0391  STATE/COUNTY-  TX/BREWSTER
 BP0391  USGS QUAD   -  MOUNT ORD (1983)
 BP0391
 BP0391                         *CURRENT SURVEY CONTROL
 BP0391  ___________________________________________________________________
 BP0391* NAD 83(1986)-  30 12 08.     (N)    103 34 40.     (W)     SCALED    
 BP0391* NAVD 88     -      1540.486  (meters)    5054.08   (feet)  ADJUSTED  
 BP0391  ___________________________________________________________________
 BP0391  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 BP0391  DYNAMIC HT  -        1537.915 (meters)    5045.64  (feet)  COMP
 BP0391  MODELED GRAV-     978,918.4   (mgal)                       NAVD 88
 BP0391
 BP0391  VERT ORDER  -  SECOND    CLASS 0
 BP0391
 BP0391.The horizontal coordinates were scaled from a topographic map and have
 BP0391.an estimated accuracy of +/- 6 seconds.
 BP0391
 BP0391.The orthometric height was determined by differential leveling
 BP0391.and adjusted by the National Geodetic Survey in June 1991..
 BP0391
 BP0391.The geoid height was determined by GEOID03.
 BP0391
 BP0391.The dynamic height is computed by dividing the NAVD 88
 BP0391.geopotential number by the normal gravity value computed on the
 BP0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0391.degrees latitude (g = 980.6199 gals.).
 BP0391
 BP0391.The modeled gravity was interpolated from observed gravity values.
 BP0391
 BP0391;                    North         East    Units  Estimated Accuracy
 BP0391;SPC TXSC     - 4,271,170.      159,330.      MT  (+/- 180 meters Scaled)
 BP0391
 BP0391                          SUPERSEDED SURVEY CONTROL
 BP0391
 BP0391  NGVD 29 (??/??/92) 1539.956  (m)         5052.34   (f) ADJ UNCH    2 0
 BP0391
 BP0391.Superseded values are not recommended for survey control.
 BP0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0391.See file dsdata.txt to determine how the superseded data were derived.
 BP0391
 BP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP368420(NAD 83)
 BP0391_MARKER: DB = BENCH MARK DISK
 BP0391_SETTING: 66 = SET IN ROCK OUTCROP
 BP0391_SP_SET: ROCK OUTCROP
 BP0391_STAMPING: W 706 1943
 BP0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0391+STABILITY: POSITION/ELEVATION WELL
 BP0391
 BP0391  HISTORY     - Date     Condition        Report By
 BP0391  HISTORY     - 1943     MONUMENTED       CGS
 BP0391  HISTORY     - 1958     GOOD             NGS
 BP0391  HISTORY     - 19961008 GOOD             USPSQD
 BP0391
 BP0391                          STATION DESCRIPTION
 BP0391
 BP0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0391'14.15 MI S FROM ALPINE.
 BP0391'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0391'STATION AT ALPINE, THENCE ABOUT 13.75 MILES SOUTH ALONG STATE HIGHWAY
 BP0391'118.  IN THE TOP OF A SMALL ROCK OUTCROP PROJECTING 4 INCHES AND
 BP0391'SURROUNDED BY A CIRCLE OF ROCKS, ABOUT 0.1 MILE NORTH OF THE JUNCTION
 BP0391'WITH A PRIVATE ROAD LEADING WEST TO THE CATHEDRAL MOUNTAIN LODGE, 91
 BP0391'1/2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 177 FEET SOUTH OF A
 BP0391'TEE FENCE, 29 1/2 FEET WEST OF THE WEST HIGHWAY RIGHT OF WAY FENCE,
 BP0391'AND ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0391
 BP0391                          STATION RECOVERY (1996)
 BP0391
 BP0391'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0284 ***********************************************************************
 BA0284  DESIGNATION -  W 707
 BA0284  PID         -  BA0284
 BA0284  STATE/COUNTY-  TX/BREWSTER
 BA0284  USGS QUAD   -  BUCK HILL (1983)
 BA0284
 BA0284                         *CURRENT SURVEY CONTROL
 BA0284  ___________________________________________________________________
 BA0284* NAD 83(1986)-  29 52 08.     (N)    103 35 19.     (W)     SCALED    
 BA0284* NAVD 88     -      1157.527  (meters)    3797.65   (feet)  ADJUSTED  
 BA0284  ___________________________________________________________________
 BA0284  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 BA0284  DYNAMIC HT  -        1155.628 (meters)    3791.42  (feet)  COMP
 BA0284  MODELED GRAV-     978,961.4   (mgal)                       NAVD 88
 BA0284
 BA0284  VERT ORDER  -  SECOND    CLASS 0
 BA0284
 BA0284.The horizontal coordinates were scaled from a topographic map and have
 BA0284.an estimated accuracy of +/- 6 seconds.
 BA0284
 BA0284.The orthometric height was determined by differential leveling
 BA0284.and adjusted by the National Geodetic Survey in June 1991..
 BA0284
 BA0284.The geoid height was determined by GEOID03.
 BA0284
 BA0284.The dynamic height is computed by dividing the NAVD 88
 BA0284.geopotential number by the normal gravity value computed on the
 BA0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0284.degrees latitude (g = 980.6199 gals.).
 BA0284
 BA0284.The modeled gravity was interpolated from observed gravity values.
 BA0284
 BA0284;                    North         East    Units  Estimated Accuracy
 BA0284;SPC TXSC     - 4,234,290.      156,840.      MT  (+/- 180 meters Scaled)
 BA0284
 BA0284                          SUPERSEDED SURVEY CONTROL
 BA0284
 BA0284  NGVD 29 (??/??/92) 1157.053  (m)         3796.10   (f) ADJ UNCH    2 0
 BA0284
 BA0284.Superseded values are not recommended for survey control.
 BA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0284.See file dsdata.txt to determine how the superseded data were derived.
 BA0284
 BA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP363050(NAD 83)
 BA0284_MARKER: DB = BENCH MARK DISK
 BA0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0284_STAMPING: W 707 1943
 BA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0284+STABILITY: SURFACE MOTION
 BA0284
 BA0284  HISTORY     - Date     Condition        Report By
 BA0284  HISTORY     - 1943     MONUMENTED       CGS
 BA0284  HISTORY     - 1958     GOOD             NGS
 BA0284
 BA0284                          STATION DESCRIPTION
 BA0284
 BA0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0284'38.65 MI S FROM ALPINE.
 BA0284'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0284'STATION AT ALPINE, THENCE ABOUT 36.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0284'118, THENCE ABOUT 2.0 MILES SOUTH-SOUTHWEST ALONG THE OLD ROAD. 39
 BA0284'FEET EAST OF THE CENTER LINE OF THE OLD ROAD, ABOUT 0.5 MILE NORTH OF
 BA0284'AN OLD WOODEN BRIDGE, ABOUT 0.2 MILE NORTH OF A FENCE, ABOUT 0.6 MILE
 BA0284'WEST OF THE NEW HIGHWAY, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 BA0284'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0314 ***********************************************************************
 BA0314  DESIGNATION -  W 708
 BA0314  PID         -  BA0314
 BA0314  STATE/COUNTY-  TX/BREWSTER
 BA0314  USGS QUAD   -  PACKSADDLE MOUNTAIN (1983)
 BA0314
 BA0314                         *CURRENT SURVEY CONTROL
 BA0314  ___________________________________________________________________
 BA0314* NAD 83(1986)-  29 31 08.     (N)    103 32 22.     (W)     SCALED    
 BA0314* NAVD 88     -      1054.961  (meters)    3461.15   (feet)  ADJUSTED  
 BA0314  ___________________________________________________________________
 BA0314  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0314  DYNAMIC HT  -        1053.230 (meters)    3455.47  (feet)  COMP
 BA0314  MODELED GRAV-     978,966.2   (mgal)                       NAVD 88
 BA0314
 BA0314  VERT ORDER  -  SECOND    CLASS 0
 BA0314
 BA0314.The horizontal coordinates were scaled from a topographic map and have
 BA0314.an estimated accuracy of +/- 6 seconds.
 BA0314
 BA0314.The orthometric height was determined by differential leveling
 BA0314.and adjusted by the National Geodetic Survey in June 1991..
 BA0314
 BA0314.The geoid height was determined by GEOID03.
 BA0314
 BA0314.The dynamic height is computed by dividing the NAVD 88
 BA0314.geopotential number by the normal gravity value computed on the
 BA0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0314.degrees latitude (g = 980.6199 gals.).
 BA0314
 BA0314.The modeled gravity was interpolated from observed gravity values.
 BA0314
 BA0314;                    North         East    Units  Estimated Accuracy
 BA0314;SPC TXSC     - 4,195,340.      160,080.      MT  (+/- 180 meters Scaled)
 BA0314
 BA0314                          SUPERSEDED SURVEY CONTROL
 BA0314
 BA0314  NGVD 29 (??/??/92) 1054.49   (m)         3459.6    (f) COMPUTED    2 0
 BA0314
 BA0314.Superseded values are not recommended for survey control.
 BA0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0314.See file dsdata.txt to determine how the superseded data were derived.
 BA0314
 BA0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN415663(NAD 83)
 BA0314_MARKER: DB = BENCH MARK DISK
 BA0314_SETTING: 66 = SET IN ROCK OUTCROP
 BA0314_SP_SET: ROCK OUTCROP
 BA0314_STAMPING: W 708 1943
 BA0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0314+STABILITY: POSITION/ELEVATION WELL
 BA0314
 BA0314  HISTORY     - Date     Condition        Report By
 BA0314  HISTORY     - 1943     MONUMENTED       CGS
 BA0314  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0314  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0314
 BA0314                          STATION DESCRIPTION
 BA0314
 BA0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0314'19.25 MI NW FROM TERLINGUA.
 BA0314'THIS MARK IS ABOUT 19.25 MILES NORTHWEST ALONG A DIRT ROAD FROM THE
 BA0314'CHISOS HOTEL AT TERLINGUA, BREWSTER COUNTY, 165 FEET SOUTHWEST OF THE
 BA0314'CENTER LINE OF THE DIRT ROAD, SET IN THE TOP OF A VOLCANIC ROCK
 BA0314'OUTCROP AND SURROUNDED BY A CIRCLE OF ROCKS, ABOUT 3 FEET HIGHER THAN
 BA0314'THE ROAD.
 BA0314
 BA0314                          STATION RECOVERY (1958)
 BA0314
 BA0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0314'MARK NOT FOUND.
 BA0314
 BA0314                          STATION RECOVERY (2001)
 BA0314
 BA0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0314'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0315 ***********************************************************************
 BA0315  DESIGNATION -  W 708 RESET 1953
 BA0315  PID         -  BA0315
 BA0315  STATE/COUNTY-  TX/BREWSTER
 BA0315  USGS QUAD   -  PACKSADDLE MOUNTAIN (1983)
 BA0315
 BA0315                         *CURRENT SURVEY CONTROL
 BA0315  ___________________________________________________________________
 BA0315* NAD 83(1986)-  29 31 27.     (N)    103 32 26.     (W)     SCALED    
 BA0315* NAVD 88     -      1053.48   (meters)    3456.3    (feet)  RESET     
 BA0315  ___________________________________________________________________
 BA0315  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0315
 BA0315  VERT ORDER  -  THIRD
 BA0315
 BA0315.The horizontal coordinates were scaled from a topographic map and have
 BA0315.an estimated accuracy of +/- 6 seconds.
 BA0315
 BA0315.The orthometric height was computed from unverified reset data.
 BA0315
 BA0315.The geoid height was determined by GEOID03.
 BA0315
 BA0315;                    North         East    Units  Estimated Accuracy
 BA0315;SPC TXSC     - 4,195,930.      159,990.      MT  (+/- 180 meters Scaled)
 BA0315
 BA0315                          SUPERSEDED SURVEY CONTROL
 BA0315
 BA0315  NGVD 29 (??/??/??) 1053.01   (m)         3454.8    (f) RESET       3  
 BA0315
 BA0315.Superseded values are not recommended for survey control.
 BA0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0315.See file dsdata.txt to determine how the superseded data were derived.
 BA0315
 BA0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN414669(NAD 83)
 BA0315_MARKER: DB = BENCH MARK DISK
 BA0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0315_STAMPING: W 708 RESET 1953
 BA0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0315+STABILITY: SURFACE MOTION
 BA0315
 BA0315  HISTORY     - Date     Condition        Report By
 BA0315  HISTORY     - 1953     MONUMENTED       TXHD
 BA0315  HISTORY     - 1958     GOOD             NGS
 BA0315  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0315
 BA0315                          STATION DESCRIPTION
 BA0315
 BA0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0315'18.95 MI N FROM TERLINGUA.
 BA0315'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0315'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0315'THENCE ABOUT 3.45 MILES NORTH ALONG STATE HIGHWAY 118.  63 FEET
 BA0315'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE NORTHWEST
 BA0315'OF THE CREST OF A HILL, 101 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 BA0315'THE OLD ROAD, 1 FOOT EAST-NORTHEAST OF A WOVEN WIRE FENCE, 1.0 FEET
 BA0315'EAST-NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW
 BA0315'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BA0315
 BA0315                          STATION RECOVERY (2001)
 BA0315
 BA0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0315'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0317 ***********************************************************************
 BP0317  DESIGNATION -  W 709
 BP0317  PID         -  BP0317
 BP0317  STATE/COUNTY-  TX/BREWSTER
 BP0317  USGS QUAD   -  SIMPSON SPRINGS MOUNTAIN (1983)
 BP0317
 BP0317                         *CURRENT SURVEY CONTROL
 BP0317  ___________________________________________________________________
 BP0317* NAD 83(1986)-  30 05 30.     (N)    103 15 50.     (W)     SCALED    
 BP0317* NAVD 88     -      1186.446  (meters)    3892.53   (feet)  ADJUSTED  
 BP0317  ___________________________________________________________________
 BP0317  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BP0317  DYNAMIC HT  -        1184.513 (meters)    3886.19  (feet)  COMP
 BP0317  MODELED GRAV-     978,971.7   (mgal)                       NAVD 88
 BP0317
 BP0317  VERT ORDER  -  SECOND    CLASS 0
 BP0317
 BP0317.The horizontal coordinates were scaled from a topographic map and have
 BP0317.an estimated accuracy of +/- 6 seconds.
 BP0317
 BP0317.The orthometric height was determined by differential leveling
 BP0317.and adjusted by the National Geodetic Survey in June 1991..
 BP0317
 BP0317.The geoid height was determined by GEOID03.
 BP0317
 BP0317.The dynamic height is computed by dividing the NAVD 88
 BP0317.geopotential number by the normal gravity value computed on the
 BP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0317.degrees latitude (g = 980.6199 gals.).
 BP0317
 BP0317.The modeled gravity was interpolated from observed gravity values.
 BP0317
 BP0317;                    North         East    Units  Estimated Accuracy
 BP0317;SPC TXSC     - 4,257,780.      189,080.      MT  (+/- 180 meters Scaled)
 BP0317
 BP0317                          SUPERSEDED SURVEY CONTROL
 BP0317
 BP0317  NGVD 29 (??/??/92) 1186.037  (m)         3891.19   (f) ADJ UNCH    2 0
 BP0317
 BP0317.Superseded values are not recommended for survey control.
 BP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0317.See file dsdata.txt to determine how the superseded data were derived.
 BP0317
 BP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP673302(NAD 83)
 BP0317_MARKER: DB = BENCH MARK DISK
 BP0317_SETTING: 66 = SET IN ROCK OUTCROP
 BP0317_SP_SET: LIMESTONE OUTCROP
 BP0317_STAMPING: W 709 1943
 BP0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0317+STABILITY: POSITION/ELEVATION WELL
 BP0317
 BP0317  HISTORY     - Date     Condition        Report By
 BP0317  HISTORY     - 1943     MONUMENTED       CGS
 BP0317  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0317  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0317
 BP0317                          STATION DESCRIPTION
 BP0317
 BP0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BP0317'8.5 MI S FROM MARATHON.
 BP0317'THIS MARK IS ABOUT 8.5 MILES SOUTH ALONG STATE HIGHWAY 227 FROM THE
 BP0317'RAILROAD STATION AT MARATHON, BREWSTER COUNTY, ABOUT 1.6 MILES SOUTH
 BP0317'OF A DIRT ROAD RUNNING SOUTHEAST TO THE GAGE RANCH, 31 FEET WEST OF
 BP0317'THE CENTER LINE OF THE HIGHWAY, 8.3 FEET EAST OF A WIRE FENCE WHICH
 BP0317'RUNS NORTH AND SOUTH, SET IN THE TOP OF A LIMESTONE OUTCROP AND
 BP0317'SURROUNDED BY A CIRCLE OF ROCKS, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 BP0317
 BP0317                          STATION RECOVERY (1958)
 BP0317
 BP0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0317'MARK NOT FOUND.
 BP0317
 BP0317                          STATION RECOVERY (2001)
 BP0317
 BP0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0317'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0268 ***********************************************************************
 DP0268  DESIGNATION -  W 71
 DP0268  PID         -  DP0268
 DP0268  STATE/COUNTY-  TX/GARZA
 DP0268  USGS QUAD   -  POST EAST (1969)
 DP0268
 DP0268                         *CURRENT SURVEY CONTROL
 DP0268  ___________________________________________________________________
 DP0268* NAD 83(1986)-  33 08 46.     (N)    101 20 09.     (W)     SCALED    
 DP0268* NAVD 88     -       752.948  (meters)    2470.30   (feet)  POSTED    
 DP0268  ___________________________________________________________________
 DP0268  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 DP0268  DYNAMIC HT  -         751.980 (meters)    2467.12  (feet)  COMP
 DP0268  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 DP0268
 DP0268  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0268
 DP0268.The horizontal coordinates were scaled from a topographic map and have
 DP0268.an estimated accuracy of +/- 6 seconds.
 DP0268
 DP0268.The orthometric height was determined by differential leveling
 DP0268.and adjusted by the National Geodetic Survey in 1992..
 DP0268.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0268.rate of 1.1 thru 2.0 mm/km.
 DP0268
 DP0268.The geoid height was determined by GEOID03.
 DP0268
 DP0268.The dynamic height is computed by dividing the NAVD 88
 DP0268.geopotential number by the normal gravity value computed on the
 DP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0268.degrees latitude (g = 980.6199 gals.).
 DP0268
 DP0268.The modeled gravity was interpolated from observed gravity values.
 DP0268
 DP0268;                    North         East    Units  Estimated Accuracy
 DP0268;SPC TXNC     - 2,167,630.      335,490.      MT  (+/- 180 meters Scaled)
 DP0268
 DP0268                          SUPERSEDED SURVEY CONTROL
 DP0268
 DP0268  NGVD 29 (??/??/92)  752.624  (m)         2469.23   (f) ADJ UNCH    1 2
 DP0268
 DP0268.Superseded values are not recommended for survey control.
 DP0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0268.See file dsdata.txt to determine how the superseded data were derived.
 DP0268
 DP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB821699(NAD 83)
 DP0268_MARKER: DB = BENCH MARK DISK
 DP0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0268_STAMPING: 2469.234 W 71 1931
 DP0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0268+STABILITY: SURFACE MOTION
 DP0268
 DP0268  HISTORY     - Date     Condition        Report By
 DP0268  HISTORY     - 1931     MONUMENTED       CGS
 DP0268  HISTORY     - 1941     GOOD             NGS
 DP0268  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0268  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0268
 DP0268                          STATION DESCRIPTION
 DP0268
 DP0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DP0268'4.0 MI S FROM POST.
 DP0268'4.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM POST,
 DP0268'GARZA COUNTY, 0.1 MILE NORTH OF MILEPOST 718, AT THE END OF A CUT, 125
 DP0268'FEET SOUTH OF A CROSSROAD, 100 FEET EAST OF THE TRACK, AT THE FENCE
 DP0268'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 DP0268'ABOVE GROUND.
 DP0268
 DP0268                          STATION RECOVERY (1969)
 DP0268
 DP0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0268'MARK NOT FOUND.
 DP0268
 DP0268                          STATION RECOVERY (1982)
 DP0268
 DP0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0268'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0330 ***********************************************************************
 CB0330  DESIGNATION -  W 710
 CB0330  PID         -  CB0330
 CB0330  STATE/COUNTY-  TX/GLASSCOCK
 CB0330  USGS QUAD   -  GARDEN CITY (1963)
 CB0330
 CB0330                         *CURRENT SURVEY CONTROL
 CB0330  ___________________________________________________________________
 CB0330* NAD 83(1986)-  31 50 56.     (N)    101 23 09.     (W)     SCALED    
 CB0330* NAVD 88     -       773.945  (meters)    2539.18   (feet)  ADJUSTED  
 CB0330  ___________________________________________________________________
 CB0330  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CB0330  DYNAMIC HT  -         772.871 (meters)    2535.66  (feet)  COMP
 CB0330  MODELED GRAV-     979,226.3   (mgal)                       NAVD 88
 CB0330
 CB0330  VERT ORDER  -  SECOND    CLASS 0
 CB0330
 CB0330.The horizontal coordinates were scaled from a topographic map and have
 CB0330.an estimated accuracy of +/- 6 seconds.
 CB0330
 CB0330.The orthometric height was determined by differential leveling
 CB0330.and adjusted by the National Geodetic Survey in June 1991..
 CB0330
 CB0330.The geoid height was determined by GEOID03.
 CB0330
 CB0330.The dynamic height is computed by dividing the NAVD 88
 CB0330.geopotential number by the normal gravity value computed on the
 CB0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0330.degrees latitude (g = 980.6199 gals.).
 CB0330
 CB0330.The modeled gravity was interpolated from observed gravity values.
 CB0330
 CB0330;                    North         East    Units  Estimated Accuracy
 CB0330;SPC TX C     - 3,242,390.      600,390.      MT  (+/- 180 meters Scaled)
 CB0330
 CB0330                          SUPERSEDED SURVEY CONTROL
 CB0330
 CB0330  NGVD 29 (??/??/92)  773.674  (m)         2538.30   (f) ADJ UNCH    2 0
 CB0330
 CB0330.Superseded values are not recommended for survey control.
 CB0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0330.See file dsdata.txt to determine how the superseded data were derived.
 CB0330
 CB0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA742261(NAD 83)
 CB0330_MARKER: DB = BENCH MARK DISK
 CB0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0330_STAMPING: W 710 1942
 CB0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0330+STABILITY: SURFACE MOTION
 CB0330
 CB0330  HISTORY     - Date     Condition        Report By
 CB0330  HISTORY     - 1942     MONUMENTED       CGS
 CB0330  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0330
 CB0330                          STATION DESCRIPTION
 CB0330
 CB0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0330'6.0 MI E FROM GARDEN CITY.
 CB0330'6.0 MILES EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0330'GARDEN CITY, GLASSCOCK COUNTY,0.3 MILE EAST OF A ROAD LEADING NORTH
 CB0330'ACROSS A CATTLE GUARD TO A RANCH HOUSE, ON THE WEST BANK OF A DRAW.
 CB0330'MIDWAY BETWEEN TWO SLOPES, 61 FEET SOUTH OF THE CENTERLINE OF THE
 CB0330'HIGHWAY, 45 FEET WEST OF THE WEST BANK OF THE DRAW, 88 FEET SOUTHWEST
 CB0330'OF THE CENTERLINE OF THE HIGHWAY AT THE CENTER OF A DUAL-BARREL
 CB0330'CULVERT, AND 1 FOOT HIGHER THAN THE HIGHWAY.  SET IN THE TOP OF A
 CB0330'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 CB0330
 CB0330                          STATION RECOVERY (1973)
 CB0330
 CB0330'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0293 ***********************************************************************
 CB0293  DESIGNATION -  W 712
 CB0293  PID         -  CB0293
 CB0293  STATE/COUNTY-  TX/GLASSCOCK
 CB0293  USGS QUAD   -  GARDEN CITY (1963)
 CB0293
 CB0293                         *CURRENT SURVEY CONTROL
 CB0293  ___________________________________________________________________
 CB0293* NAD 83(1986)-  31 49 23.     (N)    101 28 34.     (W)     SCALED    
 CB0293* NAVD 88     -       801.094  (meters)    2628.26   (feet)  ADJUSTED  
 CB0293  ___________________________________________________________________
 CB0293  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CB0293  DYNAMIC HT  -         799.981 (meters)    2624.60  (feet)  COMP
 CB0293  MODELED GRAV-     979,223.7   (mgal)                       NAVD 88
 CB0293
 CB0293  VERT ORDER  -  SECOND    CLASS 0
 CB0293
 CB0293.The horizontal coordinates were scaled from a topographic map and have
 CB0293.an estimated accuracy of +/- 6 seconds.
 CB0293
 CB0293.The orthometric height was determined by differential leveling
 CB0293.and adjusted by the National Geodetic Survey in June 1991..
 CB0293
 CB0293.The geoid height was determined by GEOID03.
 CB0293
 CB0293.The dynamic height is computed by dividing the NAVD 88
 CB0293.geopotential number by the normal gravity value computed on the
 CB0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0293.degrees latitude (g = 980.6199 gals.).
 CB0293
 CB0293.The modeled gravity was interpolated from observed gravity values.
 CB0293
 CB0293;                    North         East    Units  Estimated Accuracy
 CB0293;SPC TX C     - 3,239,610.      591,810.      MT  (+/- 180 meters Scaled)
 CB0293
 CB0293                          SUPERSEDED SURVEY CONTROL
 CB0293
 CB0293  NGVD 29 (??/??/92)  800.815  (m)         2627.34   (f) ADJ UNCH    2 0
 CB0293
 CB0293.Superseded values are not recommended for survey control.
 CB0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0293.See file dsdata.txt to determine how the superseded data were derived.
 CB0293
 CB0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA656234(NAD 83)
 CB0293_MARKER: DB = BENCH MARK DISK
 CB0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0293_STAMPING: W 712 1942
 CB0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0293+STABILITY: SURFACE MOTION
 CB0293
 CB0293  HISTORY     - Date     Condition        Report By
 CB0293  HISTORY     - 1942     MONUMENTED       CGS
 CB0293
 CB0293                          STATION DESCRIPTION
 CB0293
 CB0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0293'3.4 MI S FROM GARDEN CITY.
 CB0293'3.4 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0293'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 0.2 MILE NORTH
 CB0293'OF A CONCRETE CULVERT OVER A DRAW, AT THE JUNCTION OF A PRIVATE ROAD
 CB0293'LEADING EAST THROUGH A GATE ON THE SOUTH SIDE OF A T-FENCE CORNER, 47
 CB0293'FEET EAST F THE CENTERLINE OF THE ROAD, 25 FEET EAST OF THE EAST
 CB0293'RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF THE EAST-AND-WEST FENCE, 10 FEET
 CB0293'WEST OF THE BASE OF A MESQUITE TREE, 2 FEET WEST OF A WHITE WOODEN
 CB0293'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 CB0293'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0434 ***********************************************************************
 CB0434  DESIGNATION -  W 713
 CB0434  PID         -  CB0434
 CB0434  STATE/COUNTY-  TX/REAGAN
 CB0434  USGS QUAD   -  STILES (1970)
 CB0434
 CB0434                         *CURRENT SURVEY CONTROL
 CB0434  ___________________________________________________________________
 CB0434* NAD 83(1986)-  31 26 26.     (N)    101 33 25.     (W)     SCALED    
 CB0434* NAVD 88     -       810.707  (meters)    2659.79   (feet)  ADJUSTED  
 CB0434  ___________________________________________________________________
 CB0434  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0434  DYNAMIC HT  -         809.558 (meters)    2656.02  (feet)  COMP
 CB0434  MODELED GRAV-     979,195.9   (mgal)                       NAVD 88
 CB0434
 CB0434  VERT ORDER  -  SECOND    CLASS 0
 CB0434
 CB0434.The horizontal coordinates were scaled from a topographic map and have
 CB0434.an estimated accuracy of +/- 6 seconds.
 CB0434
 CB0434.The orthometric height was determined by differential leveling
 CB0434.and adjusted by the National Geodetic Survey in June 1991..
 CB0434
 CB0434.The geoid height was determined by GEOID03.
 CB0434
 CB0434.The dynamic height is computed by dividing the NAVD 88
 CB0434.geopotential number by the normal gravity value computed on the
 CB0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0434.degrees latitude (g = 980.6199 gals.).
 CB0434
 CB0434.The modeled gravity was interpolated from observed gravity values.
 CB0434
 CB0434;                    North         East    Units  Estimated Accuracy
 CB0434;SPC TX C     - 3,197,290.      583,690.      MT  (+/- 180 meters Scaled)
 CB0434
 CB0434                          SUPERSEDED SURVEY CONTROL
 CB0434
 CB0434  NGVD 29 (??/??/92)  810.394  (m)         2658.77   (f) ADJ UNCH    2 0
 CB0434
 CB0434.Superseded values are not recommended for survey control.
 CB0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0434.See file dsdata.txt to determine how the superseded data were derived.
 CB0434
 CB0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV569812(NAD 83)
 CB0434_MARKER: DB = BENCH MARK DISK
 CB0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0434_STAMPING: W-713 1942
 CB0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0434+STABILITY: SURFACE MOTION
 CB0434
 CB0434  HISTORY     - Date     Condition        Report By
 CB0434  HISTORY     - 1942     MONUMENTED       CGS
 CB0434  HISTORY     - 1970     GOOD             USGS
 CB0434
 CB0434                          STATION DESCRIPTION
 CB0434
 CB0434'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0434'4.0 MI N FROM STILES.
 CB0434'2.3 MILES NORTHWEST ALONG STATE HWY. 137, FROM OLD COUNTY COURTHOUSE
 CB0434'AT STILES, REAGAN COUNTY, THEN 1.6 MILES EAST ALONG COUNTY ROAD (DIRT)
 CB0434'0.35 MILES WEST OF TRACK ROAD HEADING SOUTH, 30 FEET NORTH OF
 CB0434'CENTERLINE OF ROAD, AND 1.0 FT SOUTH OF FENCE LINE.  A STANDARD DISK,
 CB0434'STAMPED W-713 1942 AND SET IN TOP OF A CONCRETE POST PROJECTING 8 IN.
 CB0434'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0253 ***********************************************************************
 CD0253  DESIGNATION -  W 714
 CD0253  PID         -  CD0253
 CD0253  STATE/COUNTY-  TX/CULBERSON
 CD0253  USGS QUAD   -  FIGURE TWO RANCH (1973)
 CD0253
 CD0253                         *CURRENT SURVEY CONTROL
 CD0253  ___________________________________________________________________
 CD0253* NAD 83(1986)-  31 27 47.     (N)    104 50 09.     (W)     SCALED    
 CD0253* NAVD 88     -      1095.032  (meters)    3592.62   (feet)  ADJUSTED  
 CD0253  ___________________________________________________________________
 CD0253  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0253  DYNAMIC HT  -        1093.350 (meters)    3587.10  (feet)  COMP
 CD0253  MODELED GRAV-     979,067.4   (mgal)                       NAVD 88
 CD0253
 CD0253  VERT ORDER  -  SECOND    CLASS 0
 CD0253
 CD0253.The horizontal coordinates were scaled from a topographic map and have
 CD0253.an estimated accuracy of +/- 6 seconds.
 CD0253
 CD0253.The orthometric height was determined by differential leveling
 CD0253.and adjusted by the National Geodetic Survey in June 1991..
 CD0253
 CD0253.The geoid height was determined by GEOID03.
 CD0253
 CD0253.The dynamic height is computed by dividing the NAVD 88
 CD0253.geopotential number by the normal gravity value computed on the
 CD0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0253.degrees latitude (g = 980.6199 gals.).
 CD0253
 CD0253.The modeled gravity was interpolated from observed gravity values.
 CD0253
 CD0253;                    North         East    Units  Estimated Accuracy
 CD0253;SPC TX C     - 3,207,800.      272,240.      MT  (+/- 180 meters Scaled)
 CD0253
 CD0253                          SUPERSEDED SURVEY CONTROL
 CD0253
 CD0253  NGVD 29 (??/??/92) 1094.547  (m)         3591.03   (f) ADJ UNCH    2 0
 CD0253
 CD0253.Superseded values are not recommended for survey control.
 CD0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0253.See file dsdata.txt to determine how the superseded data were derived.
 CD0253
 CD0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ155809(NAD 83)
 CD0253_MARKER: DB = BENCH MARK DISK
 CD0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0253_STAMPING: W 714 1942
 CD0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0253+STABILITY: SURFACE MOTION
 CD0253
 CD0253  HISTORY     - Date     Condition        Report By
 CD0253  HISTORY     - 1942     MONUMENTED       CGS
 CD0253  HISTORY     - 1958     GOOD             NGS
 CD0253
 CD0253                          STATION DESCRIPTION
 CD0253
 CD0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0253'31.7 MI N FROM VAN HORN.
 CD0253'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0253'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0253'HIGHWAY 54, THENCE ABOUT 0.3 MILE EAST ALONG A DIRT ROAD.  30 FEET
 CD0253'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE EAST OF A STEEL
 CD0253'WATER TANK, ABOUT 0.15 MILE WEST OF THE NORTHWEST END OF A CURVE
 CD0253'AROUND A KNOLL, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CD0253'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0253'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0277 ***********************************************************************
 CD0277  DESIGNATION -  W 715
 CD0277  PID         -  CD0277
 CD0277  STATE/COUNTY-  TX/CULBERSON
 CD0277  USGS QUAD   -  SEVEN HEART GAP (1972)
 CD0277
 CD0277                         *CURRENT SURVEY CONTROL
 CD0277  ___________________________________________________________________
 CD0277* NAD 83(1986)-  31 20 33.     (N)    104 32 35.     (W)     SCALED    
 CD0277* NAVD 88     -      1362.327  (meters)    4469.57   (feet)  ADJUSTED  
 CD0277  ___________________________________________________________________
 CD0277  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0277  DYNAMIC HT  -        1360.219 (meters)    4462.65  (feet)  COMP
 CD0277  MODELED GRAV-     979,044.9   (mgal)                       NAVD 88
 CD0277
 CD0277  VERT ORDER  -  SECOND    CLASS 0
 CD0277
 CD0277.The horizontal coordinates were scaled from a topographic map and have
 CD0277.an estimated accuracy of +/- 6 seconds.
 CD0277
 CD0277.The orthometric height was determined by differential leveling
 CD0277.and adjusted by the National Geodetic Survey in June 1991..
 CD0277
 CD0277.The geoid height was determined by GEOID03.
 CD0277
 CD0277.The dynamic height is computed by dividing the NAVD 88
 CD0277.geopotential number by the normal gravity value computed on the
 CD0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0277.degrees latitude (g = 980.6199 gals.).
 CD0277
 CD0277.The modeled gravity was interpolated from observed gravity values.
 CD0277
 CD0277;                    North         East    Units  Estimated Accuracy
 CD0277;SPC TX C     - 3,193,350.      299,530.      MT  (+/- 180 meters Scaled)
 CD0277
 CD0277                          SUPERSEDED SURVEY CONTROL
 CD0277
 CD0277  NGVD 29 (??/??/92) 1361.821  (m)         4467.91   (f) ADJ UNCH    2 0
 CD0277
 CD0277.Superseded values are not recommended for survey control.
 CD0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0277.See file dsdata.txt to determine how the superseded data were derived.
 CD0277
 CD0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ434676(NAD 83)
 CD0277_MARKER: DB = BENCH MARK DISK
 CD0277_SETTING: 66 = SET IN ROCK OUTCROP
 CD0277_SP_SET: OUTCROP
 CD0277_STAMPING: W 715 1942
 CD0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0277+STABILITY: POSITION/ELEVATION WELL
 CD0277
 CD0277  HISTORY     - Date     Condition        Report By
 CD0277  HISTORY     - 1942     MONUMENTED       CGS
 CD0277  HISTORY     - 1958     GOOD             NGS
 CD0277
 CD0277                          STATION DESCRIPTION
 CD0277
 CD0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0277'0.4 MI E FROM STANTON RANCH HOUSE.
 CD0277'ABOUT 0.4 MILE EAST ALONG A GRADED DIRT ROAD FROM MRS. ETHEL STANTON
 CD0277'RANCH HOUSE (FORMERLY CALVIN JONES RANCH), IN THE TOP OF A ROCK
 CD0277'OUTCROP, ABOUT 0.15 MILE WEST OF AN EARTHEN DAM, 48 FEET NORTH OF THE
 CD0277'CENTER LINE OF THE ROAD, 110 FEET NORTHEAST OF THE NORTH GATE POST, 27
 CD0277'FEET NORTH OF A FENCE, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0368 ***********************************************************************
 CD0368  DESIGNATION -  W 716
 CD0368  PID         -  CD0368
 CD0368  STATE/COUNTY-  TX/CULBERSON
 CD0368  USGS QUAD   -  EMORY CORRAL (1973)
 CD0368
 CD0368                         *CURRENT SURVEY CONTROL
 CD0368  ___________________________________________________________________
 CD0368* NAD 83(1986)-  31 33 46.     (N)    104 33 35.     (W)     SCALED    
 CD0368* NAVD 88     -      1409.757  (meters)    4625.18   (feet)  ADJUSTED  
 CD0368  ___________________________________________________________________
 CD0368  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CD0368  DYNAMIC HT  -        1407.543 (meters)    4617.91  (feet)  COMP
 CD0368  MODELED GRAV-     979,020.4   (mgal)                       NAVD 88
 CD0368
 CD0368  VERT ORDER  -  SECOND    CLASS 0
 CD0368
 CD0368.The horizontal coordinates were scaled from a topographic map and have
 CD0368.an estimated accuracy of +/- 6 seconds.
 CD0368
 CD0368.The orthometric height was determined by differential leveling
 CD0368.and adjusted by the National Geodetic Survey in June 1991..
 CD0368
 CD0368.The geoid height was determined by GEOID03.
 CD0368
 CD0368.The dynamic height is computed by dividing the NAVD 88
 CD0368.geopotential number by the normal gravity value computed on the
 CD0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0368.degrees latitude (g = 980.6199 gals.).
 CD0368
 CD0368.The modeled gravity was interpolated from observed gravity values.
 CD0368
 CD0368;                    North         East    Units  Estimated Accuracy
 CD0368;SPC TX C     - 3,217,820.      298,880.      MT  (+/- 180 meters Scaled)
 CD0368
 CD0368                          SUPERSEDED SURVEY CONTROL
 CD0368
 CD0368  NGVD 29 (??/??/92) 1409.198  (m)         4623.34   (f) ADJ UNCH    2 0
 CD0368
 CD0368.Superseded values are not recommended for survey control.
 CD0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0368.See file dsdata.txt to determine how the superseded data were derived.
 CD0368
 CD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ417920(NAD 83)
 CD0368_MARKER: DB = BENCH MARK DISK
 CD0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0368_STAMPING: W 716 1942
 CD0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0368+STABILITY: SURFACE MOTION
 CD0368
 CD0368  HISTORY     - Date     Condition        Report By
 CD0368  HISTORY     - 1942     MONUMENTED       CGS
 CD0368  HISTORY     - 1958     GOOD             NGS
 CD0368
 CD0368                          STATION DESCRIPTION
 CD0368
 CD0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0368'57.8 MI SE FROM PINE SPRINGS.
 CD0368'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0368'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0368'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 28.7 MILES SOUTH ALONG
 CD0368'A GRADED DIRT ROAD.  31 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 CD0368'ROAD, ABOUT 0.1 MILE SOUTHWEST OF THE FOOT OF A HIGH HILL, ABOUT 200
 CD0368'FEET NORTH-NORTHWEST OF THE JUNCTION OF A TRAIL ROAD LEADING
 CD0368'EAST-SOUTHEAST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CD0368'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0368'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0002 ***********************************************************************
 CD0002  DESIGNATION -  W 717
 CD0002  PID         -  CD0002
 CD0002  STATE/COUNTY-  TX/CULBERSON
 CD0002  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0002
 CD0002                         *CURRENT SURVEY CONTROL
 CD0002  ___________________________________________________________________
 CD0002* NAD 83(1986)-  31 49 19.     (N)    104 29 30.     (W)     SCALED    
 CD0002* NAVD 88     -      1159.357  (meters)    3803.66   (feet)  ADJUSTED  
 CD0002  ___________________________________________________________________
 CD0002  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CD0002  DYNAMIC HT  -        1157.582 (meters)    3797.83  (feet)  COMP
 CD0002  MODELED GRAV-     979,069.6   (mgal)                       NAVD 88
 CD0002
 CD0002  VERT ORDER  -  SECOND    CLASS 0
 CD0002
 CD0002.The horizontal coordinates were scaled from a topographic map and have
 CD0002.an estimated accuracy of +/- 6 seconds.
 CD0002
 CD0002.The orthometric height was determined by differential leveling
 CD0002.and adjusted by the National Geodetic Survey in June 1991..
 CD0002
 CD0002.The geoid height was determined by GEOID03.
 CD0002
 CD0002.The dynamic height is computed by dividing the NAVD 88
 CD0002.geopotential number by the normal gravity value computed on the
 CD0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0002.degrees latitude (g = 980.6199 gals.).
 CD0002
 CD0002.The modeled gravity was interpolated from observed gravity values.
 CD0002
 CD0002;                    North         East    Units  Estimated Accuracy
 CD0002;SPC TX C     - 3,246,290.      306,410.      MT  (+/- 180 meters Scaled)
 CD0002
 CD0002                          SUPERSEDED SURVEY CONTROL
 CD0002
 CD0002  NGVD 29 (??/??/92) 1158.818  (m)         3801.89   (f) ADJ UNCH    2 0
 CD0002
 CD0002.Superseded values are not recommended for survey control.
 CD0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0002.See file dsdata.txt to determine how the superseded data were derived.
 CD0002
 CD0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER481208(NAD 83)
 CD0002_MARKER: DB = BENCH MARK DISK
 CD0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0002_STAMPING: W 717 1942
 CD0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0002+STABILITY: SURFACE MOTION
 CD0002
 CD0002  HISTORY     - Date     Condition        Report By
 CD0002  HISTORY     - 1942     MONUMENTED       CGS
 CD0002  HISTORY     - 1958     GOOD             NGS
 CD0002
 CD0002                          STATION DESCRIPTION
 CD0002
 CD0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0002'32.6 MI SE FROM PINE SPRINGS.
 CD0002'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0002'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0002'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 3.5 MILES SOUTH ALONG
 CD0002'A GRADED DIRT ROAD.  33 FEET WEST OF THE CENTER LINE OF THE ROAD, AT
 CD0002'THE WYE JUNCTION OF A ROAD LEADING NORTHWEST, 40 FEET SOUTHWEST OF THE
 CD0002'CENTER LINE OF THE WYE JUNCTION, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 CD0002'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 CD0002'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0074 ***********************************************************************
 BB0074  DESIGNATION -  W 718
 BB0074  PID         -  BB0074
 BB0074  STATE/COUNTY-  TX/PRESIDIO
 BB0074  USGS QUAD   -  CERRO REDONDO (1983)
 BB0074
 BB0074                         *CURRENT SURVEY CONTROL
 BB0074  ___________________________________________________________________
 BB0074* NAD 83(1986)-  29 34 02.     (N)    104 13 07.     (W)     SCALED    
 BB0074* NAVD 88     -       892.272  (meters)    2927.40   (feet)  POSTED    
 BB0074  ___________________________________________________________________
 BB0074  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 BB0074  DYNAMIC HT  -         890.820 (meters)    2922.63  (feet)  COMP
 BB0074  MODELED GRAV-     978,984.8   (mgal)                       NAVD 88
 BB0074
 BB0074  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 BB0074
 BB0074.The horizontal coordinates were scaled from a topographic map and have
 BB0074.an estimated accuracy of +/- 6 seconds.
 BB0074
 BB0074.The orthometric height was determined by differential leveling
 BB0074.and adjusted by the National Geodetic Survey in 1992..
 BB0074.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 BB0074.rate greater than 8.0 mm/km.
 BB0074
 BB0074.The geoid height was determined by GEOID03.
 BB0074
 BB0074.The dynamic height is computed by dividing the NAVD 88
 BB0074.geopotential number by the normal gravity value computed on the
 BB0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0074.degrees latitude (g = 980.6199 gals.).
 BB0074
 BB0074.The modeled gravity was interpolated from observed gravity values.
 BB0074
 BB0074;                    North         East    Units  Estimated Accuracy
 BB0074;SPC TXSC     - 4,203,440.       94,540.      MT  (+/- 180 meters Scaled)
 BB0074
 BB0074                          SUPERSEDED SURVEY CONTROL
 BB0074
 BB0074  NGVD 29 (??/??/92)  891.939  (m)         2926.30   (f) ADJ UNCH    1 2
 BB0074
 BB0074.Superseded values are not recommended for survey control.
 BB0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0074.See file dsdata.txt to determine how the superseded data were derived.
 BB0074
 BB0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN756710(NAD 83)
 BB0074_MARKER: DB = BENCH MARK DISK
 BB0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0074_STAMPING: W 718 1943
 BB0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0074+STABILITY: SURFACE MOTION
 BB0074
 BB0074  HISTORY     - Date     Condition        Report By
 BB0074  HISTORY     - 1943     MONUMENTED       CGS
 BB0074  HISTORY     - 1958     GOOD             NGS
 BB0074
 BB0074                          STATION DESCRIPTION
 BB0074
 BB0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0074'12.4 MI E FROM PRESIDIO.
 BB0074'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0074'PRESIDIO, THENCE 4.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD.  25
 BB0074'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE
 BB0074'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 10
 BB0074'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0104 ***********************************************************************
 BB0104  DESIGNATION -  W 719
 BB0104  PID         -  BB0104
 BB0104  STATE/COUNTY-  TX/PRESIDIO
 BB0104  USGS QUAD   -  PLATA (1983)
 BB0104
 BB0104                         *CURRENT SURVEY CONTROL
 BB0104  ___________________________________________________________________
 BB0104* NAD 83(1986)-  29 45 31.     (N)    104 05 44.     (W)     SCALED    
 BB0104* NAVD 88     -      1113.017  (meters)    3651.62   (feet)  ADJUSTED  
 BB0104  ___________________________________________________________________
 BB0104  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 BB0104  DYNAMIC HT  -        1111.201 (meters)    3645.67  (feet)  COMP
 BB0104  MODELED GRAV-     978,972.4   (mgal)                       NAVD 88
 BB0104
 BB0104  VERT ORDER  -  SECOND    CLASS 0
 BB0104
 BB0104.The horizontal coordinates were scaled from a topographic map and have
 BB0104.an estimated accuracy of +/- 6 seconds.
 BB0104
 BB0104.The orthometric height was determined by differential leveling
 BB0104.and adjusted by the National Geodetic Survey in June 1991..
 BB0104
 BB0104.The geoid height was determined by GEOID03.
 BB0104
 BB0104.The dynamic height is computed by dividing the NAVD 88
 BB0104.geopotential number by the normal gravity value computed on the
 BB0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0104.degrees latitude (g = 980.6199 gals.).
 BB0104
 BB0104.The modeled gravity was interpolated from observed gravity values.
 BB0104
 BB0104;                    North         East    Units  Estimated Accuracy
 BB0104;SPC TXSC     - 4,224,110.      107,370.      MT  (+/- 180 meters Scaled)
 BB0104
 BB0104                          SUPERSEDED SURVEY CONTROL
 BB0104
 BB0104  NGVD 29 (??/??/92) 1112.650  (m)         3650.42   (f) ADJ UNCH    2 0
 BB0104
 BB0104.Superseded values are not recommended for survey control.
 BB0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0104.See file dsdata.txt to determine how the superseded data were derived.
 BB0104
 BB0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN874923(NAD 83)
 BB0104_MARKER: DB = BENCH MARK DISK
 BB0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0104_STAMPING: W 719 1943
 BB0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0104+STABILITY: SURFACE MOTION
 BB0104
 BB0104  HISTORY     - Date     Condition        Report By
 BB0104  HISTORY     - 1943     MONUMENTED       CGS
 BB0104  HISTORY     - 1958     GOOD             NGS
 BB0104
 BB0104                          STATION DESCRIPTION
 BB0104
 BB0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0104'3.0 MI NW FROM CASA PIEDRA.
 BB0104'ABOUT 3.0 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0104'CASA PIEDRA, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 BB0104'0.95 MILE SOUTHEAST OF A WHITE STUCCO HOUSE AT THE TED HARPER RANCH,
 BB0104'ABOUT 0.3 MILE SOUTHEAST OF A WIRE GATE AND FENCE CORNER, 118 YARDS
 BB0104'SOUTHWEST AND ACROSS THE ROAD FROM A FENCE, 1 1/2 FEET SOUTHEAST OF A
 BB0104'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BB0104'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0401 ***********************************************************************
 CU0401  DESIGNATION -  W 72
 CU0401  PID         -  CU0401
 CU0401  STATE/COUNTY-  TX/SCURRY
 CU0401  USGS QUAD   -  INADALE (1969)
 CU0401
 CU0401                         *CURRENT SURVEY CONTROL
 CU0401  ___________________________________________________________________
 CU0401* NAD 83(1986)-  32 36 25.     (N)    100 42 47.     (W)     SCALED    
 CU0401* NAVD 88     -       729.246  (meters)    2392.53   (feet)  ADJUSTED  
 CU0401  ___________________________________________________________________
 CU0401  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CU0401  DYNAMIC HT  -         728.267 (meters)    2389.32  (feet)  COMP
 CU0401  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 CU0401
 CU0401  VERT ORDER  -  FIRST     CLASS II
 CU0401
 CU0401.The horizontal coordinates were scaled from a topographic map and have
 CU0401.an estimated accuracy of +/- 6 seconds.
 CU0401
 CU0401.The orthometric height was determined by differential leveling
 CU0401.and adjusted by the National Geodetic Survey in June 1991..
 CU0401
 CU0401.The geoid height was determined by GEOID03.
 CU0401
 CU0401.The dynamic height is computed by dividing the NAVD 88
 CU0401.geopotential number by the normal gravity value computed on the
 CU0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0401.degrees latitude (g = 980.6199 gals.).
 CU0401
 CU0401.The modeled gravity was interpolated from observed gravity values.
 CU0401
 CU0401;                    North         East    Units  Estimated Accuracy
 CU0401;SPC TXNC     - 2,106,460.      392,310.      MT  (+/- 180 meters Scaled)
 CU0401
 CU0401                          SUPERSEDED SURVEY CONTROL
 CU0401
 CU0401  NGVD 29 (??/??/92)  728.956  (m)         2391.58   (f) ADJ UNCH    1 2
 CU0401
 CU0401.Superseded values are not recommended for survey control.
 CU0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0401.See file dsdata.txt to determine how the superseded data were derived.
 CU0401
 CU0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB392090(NAD 83)
 CU0401_MARKER: DB = BENCH MARK DISK
 CU0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0401_STAMPING: 2391.583 W 72 1931
 CU0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0401+STABILITY: SURFACE MOTION
 CU0401
 CU0401  HISTORY     - Date     Condition        Report By
 CU0401  HISTORY     - 1931     MONUMENTED       CGS
 CU0401  HISTORY     - 1934     GOOD             NGS
 CU0401
 CU0401                          STATION DESCRIPTION
 CU0401
 CU0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CU0401'3.4 MI S FROM HERMLEIGH.
 CU0401'3.4 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0401'HERMLEIGH, SCURRY COUNTY, 550 FEET NORTH OF MILEPOST 772, 50 FEET
 CU0401'SOUTH OF THE CENTERLINE OF A CROSSROAD, 49 FEET WEST OF THE TRACK, 1
 CU0401'FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE
 CU0401'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0247 ***********************************************************************
 BO0247  DESIGNATION -  W 720
 BO0247  PID         -  BO0247
 BO0247  STATE/COUNTY-  TX/VAL VERDE
 BO0247  USGS QUAD   -  STEEL STAR DRAW (1970)
 BO0247
 BO0247                         *CURRENT SURVEY CONTROL
 BO0247  ___________________________________________________________________
 BO0247* NAD 83(1986)-  30 08 35.     (N)    101 19 20.     (W)     SCALED    
 BO0247* NAVD 88     -       639.990  (meters)    2099.70   (feet)  ADJUSTED  
 BO0247  ___________________________________________________________________
 BO0247  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BO0247  DYNAMIC HT  -         639.043 (meters)    2096.59  (feet)  COMP
 BO0247  MODELED GRAV-     979,141.1   (mgal)                       NAVD 88
 BO0247
 BO0247  VERT ORDER  -  SECOND    CLASS 0
 BO0247
 BO0247.The horizontal coordinates were scaled from a topographic map and have
 BO0247.an estimated accuracy of +/- 6 seconds.
 BO0247
 BO0247.The orthometric height was determined by differential leveling
 BO0247.and adjusted by the National Geodetic Survey in June 1991..
 BO0247
 BO0247.The geoid height was determined by GEOID03.
 BO0247
 BO0247.The dynamic height is computed by dividing the NAVD 88
 BO0247.geopotential number by the normal gravity value computed on the
 BO0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0247.degrees latitude (g = 980.6199 gals.).
 BO0247
 BO0247.The modeled gravity was interpolated from observed gravity values.
 BO0247
 BO0247;                    North         East    Units  Estimated Accuracy
 BO0247;SPC TXSC     - 4,258,210.      376,280.      MT  (+/- 180 meters Scaled)
 BO0247
 BO0247                          SUPERSEDED SURVEY CONTROL
 BO0247
 BO0247  NGVD 29 (??/??/92)  639.848  (m)         2099.23   (f) ADJ UNCH    2 0
 BO0247
 BO0247.Superseded values are not recommended for survey control.
 BO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0247.See file dsdata.txt to determine how the superseded data were derived.
 BO0247
 BO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU763369(NAD 83)
 BO0247_MARKER: DB = BENCH MARK DISK
 BO0247_SETTING: 66 = SET IN ROCK OUTCROP
 BO0247_SP_SET: ROCK
 BO0247_STAMPING: W 720 1942
 BO0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0247+STABILITY: POSITION/ELEVATION WELL
 BO0247
 BO0247  HISTORY     - Date     Condition        Report By
 BO0247  HISTORY     - 1942     MONUMENTED       CGS
 BO0247
 BO0247                          STATION DESCRIPTION
 BO0247
 BO0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0247'20.4 MI E FROM PANDALE.
 BO0247'THIS MARK IS ABOUT 20.4 MILES EAST ALONG A DIRT ROAD TO JUNO FROM THE
 BO0247'SCHOOL HOUSE AT PANDALE, VAL VERDE COUNTY, SET AT A T JUNCTION OF A
 BO0247'ROAD, 25.4 FEET EAST OF THE ROAD RUNNING NORTH-SOUTH, 86.0 FEET NORTH
 BO0247'OF THE CENTER LINE OF THE ROAD RUNNING EAST-WEST, 3.0 FEET WEST OF A
 BO0247'FENCE RUNNING NORTH-SOUTH, SET IN A LARGE FLAT LIMESTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0270 ***********************************************************************
 BO0270  DESIGNATION -  W 721
 BO0270  PID         -  BO0270
 BO0270  STATE/COUNTY-  TX/VAL VERDE
 BO0270  USGS QUAD   -  JUNO (1970)
 BO0270
 BO0270                         *CURRENT SURVEY CONTROL
 BO0270  ___________________________________________________________________
 BO0270* NAD 83(1986)-  30 10 52.     (N)    101 04 15.     (W)     SCALED    
 BO0270* NAVD 88     -       527.019  (meters)    1729.06   (feet)  ADJUSTED  
 BO0270  ___________________________________________________________________
 BO0270  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 BO0270  DYNAMIC HT  -         526.238 (meters)    1726.50  (feet)  COMP
 BO0270  MODELED GRAV-     979,144.2   (mgal)                       NAVD 88
 BO0270
 BO0270  VERT ORDER  -  SECOND    CLASS 0
 BO0270
 BO0270.The horizontal coordinates were scaled from a topographic map and have
 BO0270.an estimated accuracy of +/- 6 seconds.
 BO0270
 BO0270.The orthometric height was determined by differential leveling
 BO0270.and adjusted by the National Geodetic Survey in June 1991..
 BO0270
 BO0270.The geoid height was determined by GEOID03.
 BO0270
 BO0270.The dynamic height is computed by dividing the NAVD 88
 BO0270.geopotential number by the normal gravity value computed on the
 BO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0270.degrees latitude (g = 980.6199 gals.).
 BO0270
 BO0270.The modeled gravity was interpolated from observed gravity values.
 BO0270
 BO0270;                    North         East    Units  Estimated Accuracy
 BO0270;SPC TXSC     - 4,261,970.      400,570.      MT  (+/- 180 meters Scaled)
 BO0270
 BO0270                          SUPERSEDED SURVEY CONTROL
 BO0270
 BO0270  NGVD 29 (??/??/92)  526.890  (m)         1728.64   (f) ADJ UNCH    2 0
 BO0270
 BO0270.Superseded values are not recommended for survey control.
 BO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0270.See file dsdata.txt to determine how the superseded data were derived.
 BO0270
 BO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU006406(NAD 83)
 BO0270_MARKER: DB = BENCH MARK DISK
 BO0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0270_STAMPING: W 721 1942
 BO0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0270+STABILITY: SURFACE MOTION
 BO0270
 BO0270  HISTORY     - Date     Condition        Report By
 BO0270  HISTORY     - 1942     MONUMENTED       CGS
 BO0270  HISTORY     - 1971     GOOD             NGS
 BO0270  HISTORY     - 19991229 GOOD             USPSQD
 BO0270
 BO0270                          STATION DESCRIPTION
 BO0270
 BO0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BO0270'3 MI NE FROM JUNO.
 BO0270'MARK RECOVERED IN GOOD CONDITION.  1.7 MILES NORTH ALONG STATE HIGHWAY
 BO0270'163, THENCE NORTHEAST 1.4 MILES ALONG FARM ROAD 189 FROM THE STORE AND
 BO0270'POST OFFICE IN JUNO, ABOUT 100 YARDS SOUTHEAST OF A LARGE STONE RANCH
 BO0270'HOUSE, 245 FEET SOUTHWEST OF A DIP IN THE ROAD, 45 FEET NORTHEAST OF A
 BO0270'LARGE OAK TREE, 33 FEET SOUTH OF THE CENTER OF THE ROAD, 18 FEET EAST
 BO0270'OF A FENCE CORNER, AND 0.7 FOOT NORTH OF A METAL WITNESS POST, SET IN
 BO0270'THE TOP OF A CONCRETE POST.
 BO0270
 BO0270                          STATION RECOVERY (1999)
 BO0270
 BO0270'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0320 ***********************************************************************
 BO0320  DESIGNATION -  W 724
 BO0320  PID         -  BO0320
 BO0320  STATE/COUNTY-  TX/TERRELL
 BO0320  USGS QUAD   -  GEDDIS CANYON NW (1980)
 BO0320
 BO0320                         *CURRENT SURVEY CONTROL
 BO0320  ___________________________________________________________________
 BO0320* NAD 83(1986)-  30 25 20.     (N)    101 52 45.     (W)     SCALED    
 BO0320* NAVD 88     -       653.247  (meters)    2143.19   (feet)  ADJUSTED  
 BO0320  ___________________________________________________________________
 BO0320  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BO0320  DYNAMIC HT  -         652.283 (meters)    2140.03  (feet)  COMP
 BO0320  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 BO0320
 BO0320  VERT ORDER  -  SECOND    CLASS 0
 BO0320
 BO0320.The horizontal coordinates were scaled from a topographic map and have
 BO0320.an estimated accuracy of +/- 6 seconds.
 BO0320
 BO0320.The orthometric height was determined by differential leveling
 BO0320.and adjusted by the National Geodetic Survey in June 1991..
 BO0320
 BO0320.The geoid height was determined by GEOID03.
 BO0320
 BO0320.The dynamic height is computed by dividing the NAVD 88
 BO0320.geopotential number by the normal gravity value computed on the
 BO0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0320.degrees latitude (g = 980.6199 gals.).
 BO0320
 BO0320.The modeled gravity was interpolated from observed gravity values.
 BO0320
 BO0320;                    North         East    Units  Estimated Accuracy
 BO0320;SPC TXSC     - 4,290,340.      323,400.      MT  (+/- 180 meters Scaled)
 BO0320
 BO0320                          SUPERSEDED SURVEY CONTROL
 BO0320
 BO0320  NGVD 29 (??/??/92)  653.029  (m)         2142.48   (f) ADJ UNCH    2 0
 BO0320
 BO0320.Superseded values are not recommended for survey control.
 BO0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0320.See file dsdata.txt to determine how the superseded data were derived.
 BO0320
 BO0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU234690(NAD 83)
 BO0320_MARKER: DB = BENCH MARK DISK
 BO0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0320_STAMPING: W 724 1942
 BO0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0320+STABILITY: SURFACE MOTION
 BO0320
 BO0320  HISTORY     - Date     Condition        Report By
 BO0320  HISTORY     - 1942     MONUMENTED       CGS
 BO0320  HISTORY     - 1958     GOOD             NGS
 BO0320
 BO0320                          STATION DESCRIPTION
 BO0320
 BO0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0320'27.45 MI S FROM SHEFFIELD.
 BO0320'ABOUT 26.65 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0320'AT SHEFFIELD, THENCE 0.8 MILE NORTHWEST ALONG DIRT ROAD TO THE ELROD
 BO0320'AND HICKS RANCHES, 26 FEET NORTH OF THE CENTER LINE OF THE OLD
 BO0320'HIGHWAY, 17 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 250
 BO0320'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE PRIVATE ROAD, 265
 BO0320'FEET SOUTHEAST OF A POWER POLE, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 BO0320'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0100 ***********************************************************************
 BP0100  DESIGNATION -  W 725
 BP0100  PID         -  BP0100
 BP0100  STATE/COUNTY-  TX/TERRELL
 BP0100  USGS QUAD   -  DRYDEN NE (1969)
 BP0100
 BP0100                         *CURRENT SURVEY CONTROL
 BP0100  ___________________________________________________________________
 BP0100* NAD 83(1986)-  30 10 16.     (N)    102 03 53.     (W)     SCALED    
 BP0100* NAVD 88     -       651.191  (meters)    2136.45   (feet)  ADJUSTED  
 BP0100  ___________________________________________________________________
 BP0100  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 BP0100  DYNAMIC HT  -         650.209 (meters)    2133.23  (feet)  COMP
 BP0100  MODELED GRAV-     979,113.7   (mgal)                       NAVD 88
 BP0100
 BP0100  VERT ORDER  -  SECOND    CLASS 0
 BP0100
 BP0100.The horizontal coordinates were scaled from a topographic map and have
 BP0100.an estimated accuracy of +/- 6 seconds.
 BP0100
 BP0100.The orthometric height was determined by differential leveling
 BP0100.and adjusted by the National Geodetic Survey in June 1991..
 BP0100
 BP0100.The geoid height was determined by GEOID03.
 BP0100
 BP0100.The dynamic height is computed by dividing the NAVD 88
 BP0100.geopotential number by the normal gravity value computed on the
 BP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0100.degrees latitude (g = 980.6199 gals.).
 BP0100
 BP0100.The modeled gravity was interpolated from observed gravity values.
 BP0100
 BP0100;                    North         East    Units  Estimated Accuracy
 BP0100;SPC TXSC     - 4,262,960.      304,850.      MT  (+/- 180 meters Scaled)
 BP0100
 BP0100                          SUPERSEDED SURVEY CONTROL
 BP0100
 BP0100  NGVD 29 (??/??/92)  650.985  (m)         2135.77   (f) ADJ UNCH    2 0
 BP0100
 BP0100.Superseded values are not recommended for survey control.
 BP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0100.See file dsdata.txt to determine how the superseded data were derived.
 BP0100
 BP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP826413(NAD 83)
 BP0100_MARKER: DB = BENCH MARK DISK
 BP0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0100_STAMPING: W 725 1942
 BP0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0100+STABILITY: SURFACE MOTION
 BP0100
 BP0100  HISTORY     - Date     Condition        Report By
 BP0100  HISTORY     - 1942     MONUMENTED       CGS
 BP0100  HISTORY     - 1958     GOOD             NGS
 BP0100
 BP0100                          STATION DESCRIPTION
 BP0100
 BP0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0100'9.3 MI N FROM DRYDEN.
 BP0100'ABOUT 8.7 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0100'ORLEANS RAILROAD STATION AT DRYDEN, THENCE 0.6 MILE NORTH ALONG THE
 BP0100'OLD HIGHWAY, 32 FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY, 36
 BP0100'FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE TRACK ROAD LEADING TO
 BP0100'THE NOEL JAMES RANCH, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 BP0100'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0397 ***********************************************************************
 CC0397  DESIGNATION -  W 726
 CC0397  PID         -  CC0397
 CC0397  STATE/COUNTY-  TX/REEVES
 CC0397  USGS QUAD   -  TOYAH NW (1970)
 CC0397
 CC0397                         *CURRENT SURVEY CONTROL
 CC0397  ___________________________________________________________________
 CC0397* NAD 83(1986)-  31 27 08.     (N)    103 55 58.     (W)     SCALED    
 CC0397* NAVD 88     -       938.484  (meters)    3079.01   (feet)  ADJUSTED  
 CC0397  ___________________________________________________________________
 CC0397  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CC0397  DYNAMIC HT  -         937.082 (meters)    3074.41  (feet)  COMP
 CC0397  MODELED GRAV-     979,115.4   (mgal)                       NAVD 88
 CC0397
 CC0397  VERT ORDER  -  SECOND    CLASS 0
 CC0397
 CC0397.The horizontal coordinates were scaled from a topographic map and have
 CC0397.an estimated accuracy of +/- 6 seconds.
 CC0397
 CC0397.The orthometric height was determined by differential leveling
 CC0397.and adjusted by the National Geodetic Survey in June 1991..
 CC0397
 CC0397.The geoid height was determined by GEOID03.
 CC0397
 CC0397.The dynamic height is computed by dividing the NAVD 88
 CC0397.geopotential number by the normal gravity value computed on the
 CC0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0397.degrees latitude (g = 980.6199 gals.).
 CC0397
 CC0397.The modeled gravity was interpolated from observed gravity values.
 CC0397
 CC0397;                    North         East    Units  Estimated Accuracy
 CC0397;SPC TX C     - 3,203,480.      357,960.      MT  (+/- 180 meters Scaled)
 CC0397
 CC0397                          SUPERSEDED SURVEY CONTROL
 CC0397
 CC0397  NGVD 29 (??/??/92)  938.093  (m)         3077.73   (f) ADJ UNCH    2 0
 CC0397
 CC0397.Superseded values are not recommended for survey control.
 CC0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0397.See file dsdata.txt to determine how the superseded data were derived.
 CC0397
 CC0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ014802(NAD 83)
 CC0397_MARKER: DB = BENCH MARK DISK
 CC0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0397_STAMPING: W 726 1942
 CC0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0397+STABILITY: SURFACE MOTION
 CC0397
 CC0397  HISTORY     - Date     Condition        Report By
 CC0397  HISTORY     - 1942     MONUMENTED       CGS
 CC0397  HISTORY     - 1958     GOOD             NGS
 CC0397
 CC0397                          STATION DESCRIPTION
 CC0397
 CC0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0397'14.15 MI NW FROM TOYAH.
 CC0397'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0397'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 5.2 MILES
 CC0397'NORTHWEST ALONG A GRADED DIRT ROAD.  30 FEET NORTHEAST OF THE CENTER
 CC0397'LINE OF THE ROAD, ABOUT 0.6 MILE NORTHWEST OF THE NORTHWEST END OF A
 CC0397'CURVE, ABOUT 0.2 MILE EAST-NORTHEAST OF A STEEL WINDMILL, 47 FEET EAST
 CC0397'OF THE EAST CORNER OF A CATTLE GUARD, 1 1/2 FEET SOUTH OF A FENCE, 1
 CC0397'1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CC0397'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0064 ***********************************************************************
 CD0064  DESIGNATION -  W 727
 CD0064  PID         -  CD0064
 CD0064  STATE/COUNTY-  TX/CULBERSON
 CD0064  USGS QUAD   -  TWO MILL DRAW WEST (1973)
 CD0064
 CD0064                         *CURRENT SURVEY CONTROL
 CD0064  ___________________________________________________________________
 CD0064* NAD 83(1986)-  31 34 33.     (N)    104 16 11.     (W)     SCALED    
 CD0064* NAVD 88     -      1171.693  (meters)    3844.13   (feet)  ADJUSTED  
 CD0064  ___________________________________________________________________
 CD0064  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CD0064  DYNAMIC HT  -        1169.912 (meters)    3838.29  (feet)  COMP
 CD0064  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 CD0064
 CD0064  VERT ORDER  -  SECOND    CLASS 0
 CD0064
 CD0064.The horizontal coordinates were scaled from a topographic map and have
 CD0064.an estimated accuracy of +/- 6 seconds.
 CD0064
 CD0064.The orthometric height was determined by differential leveling
 CD0064.and adjusted by the National Geodetic Survey in June 1991..
 CD0064
 CD0064.The geoid height was determined by GEOID03.
 CD0064
 CD0064.The dynamic height is computed by dividing the NAVD 88
 CD0064.geopotential number by the normal gravity value computed on the
 CD0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0064.degrees latitude (g = 980.6199 gals.).
 CD0064
 CD0064.The modeled gravity was interpolated from observed gravity values.
 CD0064
 CD0064;                    North         East    Units  Estimated Accuracy
 CD0064;SPC TX C     - 3,218,260.      326,440.      MT  (+/- 180 meters Scaled)
 CD0064
 CD0064                          SUPERSEDED SURVEY CONTROL
 CD0064
 CD0064  NGVD 29 (??/??/92) 1171.226  (m)         3842.60   (f) ADJ UNCH    2 0
 CD0064
 CD0064.Superseded values are not recommended for survey control.
 CD0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0064.See file dsdata.txt to determine how the superseded data were derived.
 CD0064
 CD0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ692936(NAD 83)
 CD0064_MARKER: DB = BENCH MARK DISK
 CD0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0064_STAMPING: W 727 1942
 CD0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0064+STABILITY: SURFACE MOTION
 CD0064
 CD0064  HISTORY     - Date     Condition        Report By
 CD0064  HISTORY     - 1942     MONUMENTED       CGS
 CD0064  HISTORY     - 1958     GOOD             NGS
 CD0064
 CD0064                          STATION DESCRIPTION
 CD0064
 CD0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0064'38.25 MI NW FROM TOYAH.
 CD0064'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0064'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 29.3 MILES
 CD0064'NORTHWEST ALONG A GRADED ROAD.  27 FEET NORTH OF THE CENTER LINE OF
 CD0064'THE ROAD, ABOUT 0.1 MILE SOUTHEAST OF SOME ABANDONED RANCH BUILDINGS,
 CD0064'22 FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 1 FOOT WEST OF A
 CD0064'FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CD0064'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0131 ***********************************************************************
 CD0131  DESIGNATION -  W 728
 CD0131  PID         -  CD0131
 CD0131  STATE/COUNTY-  TX/CULBERSON
 CD0131  USGS QUAD   -  BORACHO (1970)
 CD0131
 CD0131                         *CURRENT SURVEY CONTROL
 CD0131  ___________________________________________________________________
 CD0131* NAD 83(1986)-  31 02 55.     (N)    104 23 31.     (W)     SCALED    
 CD0131* NAVD 88     -      1383.914  (meters)    4540.39   (feet)  ADJUSTED  
 CD0131  ___________________________________________________________________
 CD0131  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 CD0131  DYNAMIC HT  -        1381.737 (meters)    4533.25  (feet)  COMP
 CD0131  MODELED GRAV-     979,019.2   (mgal)                       NAVD 88
 CD0131
 CD0131  VERT ORDER  -  SECOND    CLASS 0
 CD0131
 CD0131.The horizontal coordinates were scaled from a topographic map and have
 CD0131.an estimated accuracy of +/- 6 seconds.
 CD0131
 CD0131.The orthometric height was determined by differential leveling
 CD0131.and adjusted by the National Geodetic Survey in June 1991..
 CD0131
 CD0131.The geoid height was determined by GEOID03.
 CD0131
 CD0131.The dynamic height is computed by dividing the NAVD 88
 CD0131.geopotential number by the normal gravity value computed on the
 CD0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0131.degrees latitude (g = 980.6199 gals.).
 CD0131
 CD0131.The modeled gravity was interpolated from observed gravity values.
 CD0131
 CD0131;                    North         East    Units  Estimated Accuracy
 CD0131;SPC TX C     - 3,160,260.      312,710.      MT  (+/- 180 meters Scaled)
 CD0131
 CD0131                          SUPERSEDED SURVEY CONTROL
 CD0131
 CD0131  NGVD 29 (??/??/92) 1383.377  (m)         4538.63   (f) ADJ UNCH    2 0
 CD0131
 CD0131.Superseded values are not recommended for survey control.
 CD0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0131.See file dsdata.txt to determine how the superseded data were derived.
 CD0131
 CD0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ580351(NAD 83)
 CD0131_MARKER: DB = BENCH MARK DISK
 CD0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0131_STAMPING: W 728 1942
 CD0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0131+STABILITY: SURFACE MOTION
 CD0131
 CD0131  HISTORY     - Date     Condition        Report By
 CD0131  HISTORY     - 1942     MONUMENTED       CGS
 CD0131  HISTORY     - 1958     GOOD             NGS
 CD0131
 CD0131                          STATION DESCRIPTION
 CD0131
 CD0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0131'2.0 MI S FROM BORACHO.
 CD0131'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 CD0131'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 1.65 MILES SOUTH
 CD0131'ALONG A VERY POOR DIRT ROAD.  20 FEET EAST OF THE CENTER LINE OF THE
 CD0131'ROAD, ABOUT 0.8 MILE NORTH OF THE CREST OF A RIDGE, 1 1/2 FEET SOUTH
 CD0131'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 CD0131'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0042 ***********************************************************************
 BQ0042  DESIGNATION -  W 729
 BQ0042  PID         -  BQ0042
 BQ0042  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0042  USGS QUAD   -  BOGGY DRAW (1978)
 BQ0042
 BQ0042                         *CURRENT SURVEY CONTROL
 BQ0042  ___________________________________________________________________
 BQ0042* NAD 83(1986)-  30 46 32.     (N)    104 27 55.     (W)     SCALED    
 BQ0042* NAVD 88     -      1344.298  (meters)    4410.42   (feet)  ADJUSTED  
 BQ0042  ___________________________________________________________________
 BQ0042  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BQ0042  DYNAMIC HT  -        1342.125 (meters)    4403.29  (feet)  COMP
 BQ0042  MODELED GRAV-     978,977.6   (mgal)                       NAVD 88
 BQ0042
 BQ0042  VERT ORDER  -  SECOND    CLASS 0
 BQ0042
 BQ0042.The horizontal coordinates were scaled from a topographic map and have
 BQ0042.an estimated accuracy of +/- 6 seconds.
 BQ0042
 BQ0042.The orthometric height was determined by differential leveling
 BQ0042.and adjusted by the National Geodetic Survey in June 1991..
 BQ0042
 BQ0042.The geoid height was determined by GEOID03.
 BQ0042
 BQ0042.The dynamic height is computed by dividing the NAVD 88
 BQ0042.geopotential number by the normal gravity value computed on the
 BQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0042.degrees latitude (g = 980.6199 gals.).
 BQ0042
 BQ0042.The modeled gravity was interpolated from observed gravity values.
 BQ0042
 BQ0042;                    North         East    Units  Estimated Accuracy
 BQ0042;SPC TX C     - 3,130,270.      304,600.      MT  (+/- 180 meters Scaled)
 BQ0042
 BQ0042                          SUPERSEDED SURVEY CONTROL
 BQ0042
 BQ0042  NGVD 29 (??/??/92) 1343.728  (m)         4408.55   (f) ADJ UNCH    2 0
 BQ0042
 BQ0042.Superseded values are not recommended for survey control.
 BQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0042.See file dsdata.txt to determine how the superseded data were derived.
 BQ0042
 BQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ511048(NAD 83)
 BQ0042_MARKER: DB = BENCH MARK DISK
 BQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0042_STAMPING: W 729 1942
 BQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0042+STABILITY: SURFACE MOTION
 BQ0042
 BQ0042  HISTORY     - Date     Condition        Report By
 BQ0042  HISTORY     - 1942     MONUMENTED       CGS
 BQ0042  HISTORY     - 1958     GOOD             NGS
 BQ0042
 BQ0042                          STATION DESCRIPTION
 BQ0042
 BQ0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0042'14.75 MI N FROM VALENTINE.
 BQ0042'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0042'THE STATION AT VALENTINE, THENCE 14.55 MILES NORTH ALONG A DIRT ROAD.
 BQ0042'47 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, ON THE OUTSIDE
 BQ0042'AND AT ABOUT THE CENTER OF A CURVE, 22 FEET WEST-NORTHWEST OF A FENCE,
 BQ0042'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BQ0042'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0492 ***********************************************************************
 CT0492  DESIGNATION -  W 73
 CT0492  PID         -  CT0492
 CT0492  STATE/COUNTY-  TX/COLEMAN
 CT0492  USGS QUAD   -  GOLDSBORO (1967)
 CT0492
 CT0492                         *CURRENT SURVEY CONTROL
 CT0492  ___________________________________________________________________
 CT0492* NAD 83(1986)-  32 02 09.     (N)    099 40 01.     (W)     SCALED    
 CT0492* NAVD 88     -       598.782  (meters)    1964.50   (feet)  POSTED    
 CT0492  ___________________________________________________________________
 CT0492  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CT0492  DYNAMIC HT  -         597.990 (meters)    1961.91  (feet)  COMP
 CT0492  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 CT0492
 CT0492  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0492
 CT0492.The horizontal coordinates were scaled from a topographic map and have
 CT0492.an estimated accuracy of +/- 6 seconds.
 CT0492
 CT0492.The orthometric height was determined by differential leveling
 CT0492.and adjusted by the National Geodetic Survey in 1992..
 CT0492.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0492.rate of 0.0 thru 1.0 mm/km.
 CT0492
 CT0492.The geoid height was determined by GEOID03.
 CT0492
 CT0492.The dynamic height is computed by dividing the NAVD 88
 CT0492.geopotential number by the normal gravity value computed on the
 CT0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0492.degrees latitude (g = 980.6199 gals.).
 CT0492
 CT0492.The modeled gravity was interpolated from observed gravity values.
 CT0492
 CT0492;                    North         East    Units  Estimated Accuracy
 CT0492;SPC TX C     - 3,262,840.      762,950.      MT  (+/- 180 meters Scaled)
 CT0492
 CT0492                          SUPERSEDED SURVEY CONTROL
 CT0492
 CT0492  NGVD 29 (??/??/92)  598.639  (m)         1964.03   (f) ADJ UNCH    1 2
 CT0492
 CT0492.Superseded values are not recommended for survey control.
 CT0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0492.See file dsdata.txt to determine how the superseded data were derived.
 CT0492
 CT0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA370446(NAD 83)
 CT0492_MARKER: DB = BENCH MARK DISK
 CT0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0492_STAMPING: 1964.035 W 73 1931
 CT0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0492+STABILITY: SURFACE MOTION
 CT0492
 CT0492  HISTORY     - Date     Condition        Report By
 CT0492  HISTORY     - 1931     MONUMENTED       CGS
 CT0492  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0492
 CT0492                          STATION DESCRIPTION
 CT0492
 CT0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CT0492'2.0 MI SE FROM GOLDSBORO.
 CT0492'2.0 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CT0492'GOLDSBORO, COLEMAN COUNTY, 2 POLES EAST OF MILEPOST 401, AT A
 CT0492'PRIVATE-ROAD CROSSING, 45 FEET NORTH OF THE TRACK, 30 FEET EAST OF THE
 CT0492'PRIVATE ROAD, AND 45 FEET SOUTH OF U.S. HIGHWAY 84.  A STANDARD DISK,
 CT0492'STAMPED 1964.035 W 73 1931 AND SET IN THE TOP OF A CONCRETE POST.
 CT0492
 CT0492                          STATION RECOVERY (1982)
 CT0492
 CT0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0168 ***********************************************************************
 BQ0168  DESIGNATION -  W 730
 BQ0168  PID         -  BQ0168
 BQ0168  STATE/COUNTY-  TX/PRESIDIO
 BQ0168  USGS QUAD   -  NANCY ANNE RANCH (1979)
 BQ0168
 BQ0168                         *CURRENT SURVEY CONTROL
 BQ0168  ___________________________________________________________________
 BQ0168* NAD 83(1986)-  30 27 31.     (N)    104 31 01.     (W)     SCALED    
 BQ0168* NAVD 88     -      1357.928  (meters)    4455.14   (feet)  POSTED    
 BQ0168  ___________________________________________________________________
 BQ0168  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 BQ0168  DYNAMIC HT  -        1355.670 (meters)    4447.73  (feet)  COMP
 BQ0168  MODELED GRAV-     978,931.7   (mgal)                       NAVD 88
 BQ0168
 BQ0168  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0168
 BQ0168.The horizontal coordinates were scaled from a topographic map and have
 BQ0168.an estimated accuracy of +/- 6 seconds.
 BQ0168
 BQ0168.The orthometric height was determined by differential leveling
 BQ0168.and adjusted by the National Geodetic Survey in 1992..
 BQ0168.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0168.rate of 1.1 thru 2.0 mm/km.
 BQ0168
 BQ0168.The geoid height was determined by GEOID03.
 BQ0168
 BQ0168.The dynamic height is computed by dividing the NAVD 88
 BQ0168.geopotential number by the normal gravity value computed on the
 BQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0168.degrees latitude (g = 980.6199 gals.).
 BQ0168
 BQ0168.The modeled gravity was interpolated from observed gravity values.
 BQ0168
 BQ0168;                    North         East    Units  Estimated Accuracy
 BQ0168;SPC TXSC     - 4,303,460.       70,320.      MT  (+/- 180 meters Scaled)
 BQ0168
 BQ0168                          SUPERSEDED SURVEY CONTROL
 BQ0168
 BQ0168  NGVD 29 (??/??/92) 1357.350  (m)         4453.24   (f) ADJ UNCH    2 0
 BQ0168
 BQ0168.Superseded values are not recommended for survey control.
 BQ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0168.See file dsdata.txt to determine how the superseded data were derived.
 BQ0168
 BQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP463697(NAD 83)
 BQ0168_MARKER: DB = BENCH MARK DISK
 BQ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0168_STAMPING: W 730 1943
 BQ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0168+STABILITY: SURFACE MOTION
 BQ0168
 BQ0168  HISTORY     - Date     Condition        Report By
 BQ0168  HISTORY     - 1943     MONUMENTED       CGS
 BQ0168
 BQ0168                          STATION DESCRIPTION
 BQ0168
 BQ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0168'9.9 MI S FROM VALENTINE.
 BQ0168'THIS MARK IS 9.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH FROM
 BQ0168'THE POST OFFICE AT VALENTINE, 0.3 MILE SOUTH OF A ROAD RUNNING
 BQ0168'NORTHWEST TO A RANCH HOUSE, 0.5 MILE NORTH OF A CATTLE GUARD, 35.8
 BQ0168'FEET WEST OF THE CENTERLINE OF THE ROAD, PROJECTING 6-INCHES ABOVE THE
 BQ0168'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0196 ***********************************************************************
 BQ0196  DESIGNATION -  W 731
 BQ0196  PID         -  BQ0196
 BQ0196  STATE/COUNTY-  TX/PRESIDIO
 BQ0196  USGS QUAD   -  CANDELARIA (1979)
 BQ0196
 BQ0196                         *CURRENT SURVEY CONTROL
 BQ0196  ___________________________________________________________________
 BQ0196* NAD 83(1986)-  30 12 49.     (N)    104 38 14.     (W)     SCALED    
 BQ0196* NAVD 88     -       940.453  (meters)    3085.47   (feet)  POSTED    
 BQ0196  ___________________________________________________________________
 BQ0196  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BQ0196  DYNAMIC HT  -         938.940 (meters)    3080.51  (feet)  COMP
 BQ0196  MODELED GRAV-     979,006.4   (mgal)                       NAVD 88
 BQ0196
 BQ0196  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0196
 BQ0196.The horizontal coordinates were scaled from a topographic map and have
 BQ0196.an estimated accuracy of +/- 6 seconds.
 BQ0196
 BQ0196.The orthometric height was determined by differential leveling
 BQ0196.and adjusted by the National Geodetic Survey in 1992..
 BQ0196.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0196.rate of 1.1 thru 2.0 mm/km.
 BQ0196
 BQ0196.The geoid height was determined by GEOID03.
 BQ0196
 BQ0196.The dynamic height is computed by dividing the NAVD 88
 BQ0196.geopotential number by the normal gravity value computed on the
 BQ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0196.degrees latitude (g = 980.6199 gals.).
 BQ0196
 BQ0196.The modeled gravity was interpolated from observed gravity values.
 BQ0196
 BQ0196;                    North         East    Units  Estimated Accuracy
 BQ0196;SPC TXSC     - 4,276,890.       57,480.      MT  (+/- 180 meters Scaled)
 BQ0196
 BQ0196                          SUPERSEDED SURVEY CONTROL
 BQ0196
 BQ0196  NGVD 29 (??/??/92)  939.971  (m)         3083.89   (f) ADJ UNCH    2 0
 BQ0196
 BQ0196.Superseded values are not recommended for survey control.
 BQ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0196.See file dsdata.txt to determine how the superseded data were derived.
 BQ0196
 BQ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP349425(NAD 83)
 BQ0196_MARKER: DB = BENCH MARK DISK
 BQ0196_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0196_SP_SET: ROCK LEDGE
 BQ0196_STAMPING: W 731 1943
 BQ0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0196+STABILITY: POSITION/ELEVATION WELL
 BQ0196
 BQ0196  HISTORY     - Date     Condition        Report By
 BQ0196  HISTORY     - 1943     MONUMENTED       CGS
 BQ0196
 BQ0196                          STATION DESCRIPTION
 BQ0196
 BQ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0196'7.6 MI NW FROM CANDELARIA.
 BQ0196'THIS MARK IS 7.6 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0196'THE SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 0.2 MILE SOUTHEAST OF
 BQ0196'AN ABANDON ROCK BUNGALOW, SET ON THE SOUTHWEST SIDE OF A MESA IN A
 BQ0196'ROCK LEDGE WITH THE LETTERS U.S.B.M. PAINTED IN 12-INCH LETTERS JUST
 BQ0196'BELOW THE MARK, 54.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AT
 BQ0196'A POINT WHERE CAPOTE CREEK COMES INTO THE ROAD AND MAKES A 90 DEGREE
 BQ0196'TURN BACK TOWARDS THE NORTH, 6.0 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0192 ***********************************************************************
 BB0192  DESIGNATION -  W 732
 BB0192  PID         -  BB0192
 BB0192  STATE/COUNTY-  TX/PRESIDIO
 BB0192  USGS QUAD   -  LAS CONCHAS (1980)
 BB0192
 BB0192                         *CURRENT SURVEY CONTROL
 BB0192  ___________________________________________________________________
 BB0192* NAD 83(1986)-  29 55 11.     (N)    104 39 51.     (W)     SCALED    
 BB0192* NAVD 88     -       851.526  (meters)    2793.71   (feet)  POSTED    
 BB0192  ___________________________________________________________________
 BB0192  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 BB0192  DYNAMIC HT  -         850.140 (meters)    2789.17  (feet)  COMP
 BB0192  MODELED GRAV-     978,985.0   (mgal)                       NAVD 88
 BB0192
 BB0192  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0192
 BB0192.The horizontal coordinates were scaled from a topographic map and have
 BB0192.an estimated accuracy of +/- 6 seconds.
 BB0192
 BB0192.The orthometric height was determined by differential leveling
 BB0192.and adjusted by the National Geodetic Survey in 1992..
 BB0192.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0192.rate of 1.1 thru 2.0 mm/km.
 BB0192
 BB0192.The geoid height was determined by GEOID03.
 BB0192
 BB0192.The dynamic height is computed by dividing the NAVD 88
 BB0192.geopotential number by the normal gravity value computed on the
 BB0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0192.degrees latitude (g = 980.6199 gals.).
 BB0192
 BB0192.The modeled gravity was interpolated from observed gravity values.
 BB0192
 BB0192;                    North         East    Units  Estimated Accuracy
 BB0192;SPC TXSC     - 4,244,470.       53,310.      MT  (+/- 180 meters Scaled)
 BB0192
 BB0192                          SUPERSEDED SURVEY CONTROL
 BB0192
 BB0192  NGVD 29 (??/??/92)  851.058  (m)         2792.18   (f) ADJ UNCH    2 0
 BB0192
 BB0192.Superseded values are not recommended for survey control.
 BB0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0192.See file dsdata.txt to determine how the superseded data were derived.
 BB0192
 BB0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP324099(NAD 83)
 BB0192_MARKER: DB = BENCH MARK DISK
 BB0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0192_STAMPING: W 732 1943
 BB0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0192+STABILITY: SURFACE MOTION
 BB0192
 BB0192  HISTORY     - Date     Condition        Report By
 BB0192  HISTORY     - 1943     MONUMENTED       CGS
 BB0192  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0192
 BB0192                          STATION DESCRIPTION
 BB0192
 BB0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0192'4.5 MI SE FROM RUIDOSA.
 BB0192'THIS MARK IS 4.5 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0192'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, SET IN PINTO CANYON, 200.0
 BB0192'FEET NORTH OF A CURVE, 31.0 FEET EAST OF THE CENTERLINE OF THE ROAD,
 BB0192'PROJECTING 6-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE
 BB0192'REFERENCE POST.
 BB0192
 BB0192                          STATION RECOVERY (1966)
 BB0192
 BB0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0029 ***********************************************************************
 CD0029  DESIGNATION -  W 733
 CD0029  PID         -  CD0029
 CD0029  STATE/COUNTY-  TX/CULBERSON
 CD0029  USGS QUAD   -  SCREW BEAN DRAW WEST (1973)
 CD0029
 CD0029                         *CURRENT SURVEY CONTROL
 CD0029  ___________________________________________________________________
 CD0029* NAD 83(1986)-  31 49 50.     (N)    104 13 56.     (W)     SCALED    
 CD0029* NAVD 88     -      1100.385  (meters)    3610.18   (feet)  ADJUSTED  
 CD0029  ___________________________________________________________________
 CD0029  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 CD0029  DYNAMIC HT  -        1098.721 (meters)    3604.72  (feet)  COMP
 CD0029  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 CD0029
 CD0029  VERT ORDER  -  SECOND    CLASS 0
 CD0029
 CD0029.The horizontal coordinates were scaled from a topographic map and have
 CD0029.an estimated accuracy of +/- 6 seconds.
 CD0029
 CD0029.The orthometric height was determined by differential leveling
 CD0029.and adjusted by the National Geodetic Survey in June 1991..
 CD0029
 CD0029.The geoid height was determined by GEOID03.
 CD0029
 CD0029.The dynamic height is computed by dividing the NAVD 88
 CD0029.geopotential number by the normal gravity value computed on the
 CD0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0029.degrees latitude (g = 980.6199 gals.).
 CD0029
 CD0029.The modeled gravity was interpolated from observed gravity values.
 CD0029
 CD0029;                    North         East    Units  Estimated Accuracy
 CD0029;SPC TX C     - 3,246,360.      330,990.      MT  (+/- 180 meters Scaled)
 CD0029
 CD0029                          SUPERSEDED SURVEY CONTROL
 CD0029
 CD0029  NGVD 29 (??/??/92) 1099.873  (m)         3608.50   (f) ADJ UNCH    2 0
 CD0029
 CD0029.Superseded values are not recommended for survey control.
 CD0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0029.See file dsdata.txt to determine how the superseded data were derived.
 CD0029
 CD0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER726219(NAD 83)
 CD0029_MARKER: DB = BENCH MARK DISK
 CD0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0029_STAMPING: W 733 1943
 CD0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0029+STABILITY: SURFACE MOTION
 CD0029
 CD0029  HISTORY     - Date     Condition        Report By
 CD0029  HISTORY     - 1943     MONUMENTED       CGS
 CD0029  HISTORY     - 1973     GOOD             USGS
 CD0029
 CD0029                          STATION DESCRIPTION
 CD0029
 CD0029'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0029'19.2 MI W FROM ORLA.
 CD0029'TO REACH FROM ORLA, TEXAS, GO WEST ON RANCH RD 652 FOR 17 MI TO THE
 CD0029'JCT OF RANCH RD 2185.  THENCE SOUTH 1.2 MI ON 2185 TO AN E-W PIPELINE
 CD0029'AND ROAD.  THENCE WEST 0.7 MI ALONG GRADED RD.  0.3 MI WEST OF THE
 CD0029'SUMMIT OF A HILL, 25.0 FEET NORTHEAST OF POWER POLE NO. 133-4, 34.5
 CD0029'FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A DITCH,
 CD0029'2.0 FEET WEST OF A WITNESS POST.  A STANDARD TABLET STAMPED W 733 1943
 CD0029'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE
 CD0029'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1285 ***********************************************************************
 FL1285  DESIGNATION -  W 735
 FL1285  PID         -  FL1285
 FL1285  STATE/COUNTY-  TX/POTTER
 FL1285  USGS QUAD   -  CLIFFSIDE (1973)
 FL1285
 FL1285                         *CURRENT SURVEY CONTROL
 FL1285  ___________________________________________________________________
 FL1285* NAD 83(1986)-  35 15 41.     (N)    101 58 27.     (W)     SCALED    
 FL1285* NAVD 88     -      1105.422  (meters)    3626.71   (feet)  ADJUSTED  
 FL1285  ___________________________________________________________________
 FL1285  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FL1285  DYNAMIC HT  -        1104.110 (meters)    3622.40  (feet)  COMP
 FL1285  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 FL1285
 FL1285  VERT ORDER  -  SECOND    CLASS 0
 FL1285
 FL1285.The horizontal coordinates were scaled from a topographic map and have
 FL1285.an estimated accuracy of +/- 6 seconds.
 FL1285
 FL1285.The orthometric height was determined by differential leveling
 FL1285.and adjusted by the National Geodetic Survey in June 1991..
 FL1285
 FL1285.The geoid height was determined by GEOID03.
 FL1285
 FL1285.The dynamic height is computed by dividing the NAVD 88
 FL1285.geopotential number by the normal gravity value computed on the
 FL1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1285.degrees latitude (g = 980.6199 gals.).
 FL1285
 FL1285.The modeled gravity was interpolated from observed gravity values.
 FL1285
 FL1285;                    North         East    Units  Estimated Accuracy
 FL1285;SPC TX N     - 1,140,040.      156,860.      MT  (+/- 180 meters Scaled)
 FL1285
 FL1285                          SUPERSEDED SURVEY CONTROL
 FL1285
 FL1285  NGVD 29 (??/??/92) 1104.928  (m)         3625.08   (f) ADJ UNCH    2 0
 FL1285
 FL1285.Superseded values are not recommended for survey control.
 FL1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1285.See file dsdata.txt to determine how the superseded data were derived.
 FL1285
 FL1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE294060(NAD 83)
 FL1285_MARKER: DB = BENCH MARK DISK
 FL1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1285_STAMPING: W 735 1943
 FL1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1285+STABILITY: SURFACE MOTION
 FL1285
 FL1285  HISTORY     - Date     Condition        Report By
 FL1285  HISTORY     - 1943     MONUMENTED       CGS
 FL1285
 FL1285                          STATION DESCRIPTION
 FL1285
 FL1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1285'11.4 MI NW FROM AMARILLO.
 FL1285'ABOUT 11.4 MILES NORTHWEST OF AMARILLO, POTTER COUNTY.  REACHED BY
 FL1285'GOING 7.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY
 FL1285'FROM THE STATION, THENCE 1.3 MILE WEST AND 0.4 MILE SOUTH ALONG GRADED
 FL1285'ROADS, THENCE WEST FOR 2.1 MILES TO THE BENCH MARK.  THE BENCH MARK IS
 FL1285'ALONG THE TASCOSA ROAD, ON THE EAST SLOPE OF THE HILL ABOUT 0.2 MILE
 FL1285'EAST OF THE SUMMIT OF THE HILL, 235 FEET EAST OF A FARM ROAD
 FL1285'INTERSECTION, 45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 FEET
 FL1285'SOUTHWEST OF A T FENCE CORNER, 2 FEET EAST OF A WHITE REFERENCE POST
 FL1285'AND IS A BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0158 ***********************************************************************
 BQ0158  DESIGNATION -  W 737
 BQ0158  PID         -  BQ0158
 BQ0158  STATE/COUNTY-  TX/PRESIDIO
 BQ0158  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0158
 BQ0158                         *CURRENT SURVEY CONTROL
 BQ0158  ___________________________________________________________________
 BQ0158* NAD 83(1986)-  30 07 37.     (N)    104 01 43.     (W)     SCALED    
 BQ0158* NAVD 88     -      1314.613  (meters)    4313.03   (feet)  ADJUSTED  
 BQ0158  ___________________________________________________________________
 BQ0158  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BQ0158  DYNAMIC HT  -        1312.422 (meters)    4305.84  (feet)  COMP
 BQ0158  MODELED GRAV-     978,929.4   (mgal)                       NAVD 88
 BQ0158
 BQ0158  VERT ORDER  -  SECOND    CLASS 0
 BQ0158
 BQ0158.The horizontal coordinates were scaled from a topographic map and have
 BQ0158.an estimated accuracy of +/- 6 seconds.
 BQ0158
 BQ0158.The orthometric height was determined by differential leveling
 BQ0158.and adjusted by the National Geodetic Survey in June 1991..
 BQ0158
 BQ0158.The geoid height was determined by GEOID03.
 BQ0158
 BQ0158.The dynamic height is computed by dividing the NAVD 88
 BQ0158.geopotential number by the normal gravity value computed on the
 BQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0158.degrees latitude (g = 980.6199 gals.).
 BQ0158
 BQ0158.The modeled gravity was interpolated from observed gravity values.
 BQ0158
 BQ0158;                    North         East    Units  Estimated Accuracy
 BQ0158;SPC TXSC     - 4,264,620.      115,600.      MT  (+/- 180 meters Scaled)
 BQ0158
 BQ0158                          SUPERSEDED SURVEY CONTROL
 BQ0158
 BQ0158  NGVD 29 (??/??/92) 1314.146  (m)         4311.49   (f) ADJ UNCH    2 0
 BQ0158
 BQ0158.Superseded values are not recommended for survey control.
 BQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0158.See file dsdata.txt to determine how the superseded data were derived.
 BQ0158
 BQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP935332(NAD 83)
 BQ0158_MARKER: DB = BENCH MARK DISK
 BQ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0158_STAMPING: W 737 1943
 BQ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0158+STABILITY: SURFACE MOTION
 BQ0158
 BQ0158  HISTORY     - Date     Condition        Report By
 BQ0158  HISTORY     - 1943     MONUMENTED       CGS
 BQ0158  HISTORY     - 1958     GOOD             NGS
 BQ0158
 BQ0158                          STATION DESCRIPTION
 BQ0158
 BQ0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0158'14.6 MI S FROM MARFA.
 BQ0158'ABOUT 7.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0158'NEW ORLEANS RAILROAD STATION AT MARFA, THENCE ABOUT 6.95 MILE
 BQ0158'SOUTHEAST ALONG FARM ROAD 169, 43 FEET NORTHEAST OF THE CENTER LINE OF
 BQ0158'THE OLD ROAD, 42 FEET EAST OF THE CENTER LINE OF THE OLD ROAD, ON THE
 BQ0158'OUTSIDE OF A CURVE IN THE ROAD, ABOUT 0.2 MILE EAST AND ACROSS A
 BQ0158'MESQUITE PASTURE FROM THE NEW ROAD, ABOUT 0.3 MILE SOUTH OF A STEEL
 BQ0158'WINDMILL, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE
 BQ0158'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0335 ***********************************************************************
 BA0335  DESIGNATION -  W 738
 BA0335  PID         -  BA0335
 BA0335  STATE/COUNTY-  TX/BREWSTER
 BA0335  USGS QUAD   -  STRADDLEBUG MOUNTAIN (1983)
 BA0335
 BA0335                         *CURRENT SURVEY CONTROL
 BA0335  ___________________________________________________________________
 BA0335* NAD 83(1986)-  29 47 15.     (N)    103 44 15.     (W)     SCALED    
 BA0335* NAVD 88     -      1117.567  (meters)    3666.55   (feet)  POSTED    
 BA0335  ___________________________________________________________________
 BA0335  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BA0335  DYNAMIC HT  -        1115.740 (meters)    3660.56  (feet)  COMP
 BA0335  MODELED GRAV-     978,971.2   (mgal)                       NAVD 88
 BA0335
 BA0335  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0335
 BA0335.The horizontal coordinates were scaled from a topographic map and have
 BA0335.an estimated accuracy of +/- 6 seconds.
 BA0335
 BA0335.The orthometric height was determined by differential leveling
 BA0335.and adjusted by the National Geodetic Survey in 1992..
 BA0335.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0335.rate of 2.1 thru 3.0 mm/km.
 BA0335
 BA0335.The geoid height was determined by GEOID03.
 BA0335
 BA0335.The dynamic height is computed by dividing the NAVD 88
 BA0335.geopotential number by the normal gravity value computed on the
 BA0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0335.degrees latitude (g = 980.6199 gals.).
 BA0335
 BA0335.The modeled gravity was interpolated from observed gravity values.
 BA0335
 BA0335;                    North         East    Units  Estimated Accuracy
 BA0335;SPC TXSC     - 4,225,850.      142,100.      MT  (+/- 180 meters Scaled)
 BA0335
 BA0335                          SUPERSEDED SURVEY CONTROL
 BA0335
 BA0335  NGVD 29 (??/??/92) 1117.168  (m)         3665.24   (f) ADJ UNCH    2 0
 BA0335
 BA0335.Superseded values are not recommended for survey control.
 BA0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0335.See file dsdata.txt to determine how the superseded data were derived.
 BA0335
 BA0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN220959(NAD 83)
 BA0335_MARKER: DB = BENCH MARK DISK
 BA0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0335_STAMPING: W 738 1943
 BA0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0335+STABILITY: SURFACE MOTION
 BA0335
 BA0335  HISTORY     - Date     Condition        Report By
 BA0335  HISTORY     - 1943     MONUMENTED       CGS
 BA0335  HISTORY     - 1958     GOOD             NGS
 BA0335
 BA0335                          STATION DESCRIPTION
 BA0335
 BA0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0335'4.25 MI S FROM O 2 RANCH.
 BA0335'ABOUT 4.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0335'HEADQUARTERS, 92 FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE
 BA0335'WILSON RANCH BUILDINGS, 178 FEET WEST-NORTHWEST OF THE NORTHWEST
 BA0335'CORNER OF A STUCCO HOUSE, 2 1/2 FEET NORTH OF THE NORTH WALL OF A TIN
 BA0335'SHED, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0353 ***********************************************************************
 BA0353  DESIGNATION -  W 739
 BA0353  PID         -  BA0353
 BA0353  STATE/COUNTY-  TX/BREWSTER
 BA0353  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0353
 BA0353                         *CURRENT SURVEY CONTROL
 BA0353  ___________________________________________________________________
 BA0353* NAD 83(1986)-  29 55 47.     (N)    103 35 46.     (W)     SCALED    
 BA0353* NAVD 88     -      1228.256  (meters)    4029.70   (feet)  POSTED    
 BA0353  ___________________________________________________________________
 BA0353  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 BA0353  DYNAMIC HT  -        1226.230 (meters)    4023.06  (feet)  COMP
 BA0353  MODELED GRAV-     978,947.2   (mgal)                       NAVD 88
 BA0353
 BA0353  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0353
 BA0353.The horizontal coordinates were scaled from a topographic map and have
 BA0353.an estimated accuracy of +/- 6 seconds.
 BA0353
 BA0353.The orthometric height was determined by differential leveling
 BA0353.and adjusted by the National Geodetic Survey in 1992..
 BA0353.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0353.rate of 2.1 thru 3.0 mm/km.
 BA0353
 BA0353.The geoid height was determined by GEOID03.
 BA0353
 BA0353.The dynamic height is computed by dividing the NAVD 88
 BA0353.geopotential number by the normal gravity value computed on the
 BA0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0353.degrees latitude (g = 980.6199 gals.).
 BA0353
 BA0353.The modeled gravity was interpolated from observed gravity values.
 BA0353
 BA0353;                    North         East    Units  Estimated Accuracy
 BA0353;SPC TXSC     - 4,241,060.      156,380.      MT  (+/- 180 meters Scaled)
 BA0353
 BA0353                          SUPERSEDED SURVEY CONTROL
 BA0353
 BA0353  NGVD 29 (??/??/92) 1227.76   (m)         4028.1    (f) COMPUTED    2 0
 BA0353
 BA0353.Superseded values are not recommended for survey control.
 BA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0353.See file dsdata.txt to determine how the superseded data were derived.
 BA0353
 BA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP355118(NAD 83)
 BA0353_MARKER: DB = BENCH MARK DISK
 BA0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0353_STAMPING: W 739 1943
 BA0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0353+STABILITY: SURFACE MOTION
 BA0353
 BA0353  HISTORY     - Date     Condition        Report By
 BA0353  HISTORY     - 1943     MONUMENTED       CGS
 BA0353  HISTORY     - 1951     MARK NOT FOUND   LOCSUR
 BA0353
 BA0353                          STATION DESCRIPTION
 BA0353
 BA0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0353'11.5 MI NE FROM O 2 RANCH.
 BA0353'THIS MARK IS ABOUT 11.5 MILES NORTHEAST ALONG THE PUERTO POTRILLO ROAD
 BA0353'FROM THE O 2 RANCH HOUSE, 1.2 MILE SOUTHWEST OF THE ALPINE-TERLINGUA
 BA0353'ROAD, SET ON THE OUT SIDE OF A CURVE, 0.3 MILE SOUTHWEST OF A EARTH
 BA0353'DAM, 40.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, PROJECTING
 BA0353'ABOUT 7-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE
 BA0353'REFERENCE POST.
 BA0353
 BA0353                          STATION RECOVERY (1951)
 BA0353
 BA0353'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951
 BA0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0399 ***********************************************************************
 CA0399  DESIGNATION -  W 74
 CA0399  PID         -  CA0399
 CA0399  STATE/COUNTY-  TX/BROWN
 CA0399  USGS QUAD   -  BANGS EAST (1987)
 CA0399
 CA0399                         *CURRENT SURVEY CONTROL
 CA0399  ___________________________________________________________________
 CA0399* NAD 83(1986)-  31 39 32.     (N)    099 01 34.     (W)     SCALED    
 CA0399* NAVD 88     -       455.783  (meters)    1495.35   (feet)  POSTED    
 CA0399  ___________________________________________________________________
 CA0399  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CA0399  DYNAMIC HT  -         455.180 (meters)    1493.37  (feet)  COMP
 CA0399  MODELED GRAV-     979,313.2   (mgal)                       NAVD 88
 CA0399
 CA0399  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CA0399
 CA0399.The horizontal coordinates were scaled from a topographic map and have
 CA0399.an estimated accuracy of +/- 6 seconds.
 CA0399
 CA0399.The orthometric height was determined by differential leveling
 CA0399.and adjusted by the National Geodetic Survey in 1992..
 CA0399.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CA0399.rate of 2.1 thru 3.0 mm/km.
 CA0399
 CA0399.The geoid height was determined by GEOID03.
 CA0399
 CA0399.The dynamic height is computed by dividing the NAVD 88
 CA0399.geopotential number by the normal gravity value computed on the
 CA0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0399.degrees latitude (g = 980.6199 gals.).
 CA0399
 CA0399.The modeled gravity was interpolated from observed gravity values.
 CA0399
 CA0399;                    North         East    Units  Estimated Accuracy
 CA0399;SPC TX C     - 3,221,580.      823,970.      MT  (+/- 180 meters Scaled)
 CA0399
 CA0399                          SUPERSEDED SURVEY CONTROL
 CA0399
 CA0399  NGVD 29 (??/??/92)  455.671  (m)         1494.98   (f) ADJ UNCH    1 2
 CA0399
 CA0399.Superseded values are not recommended for survey control.
 CA0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0399.See file dsdata.txt to determine how the superseded data were derived.
 CA0399
 CA0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA975026(NAD 83)
 CA0399_MARKER: DB = BENCH MARK DISK
 CA0399_SETTING: 66 = SET IN ROCK OUTCROP
 CA0399_SP_SET: ROCK OUTCROP
 CA0399_STAMPING: 1494.981 W 74 1931
 CA0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0399+STABILITY: POSITION/ELEVATION WELL
 CA0399
 CA0399  HISTORY     - Date     Condition        Report By
 CA0399  HISTORY     - 1931     MONUMENTED       CGS
 CA0399  HISTORY     - 1935     GOOD             NGS
 CA0399  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0399
 CA0399                          STATION DESCRIPTION
 CA0399
 CA0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0399'4.7 MI SW FROM BROWNWOOD.
 CA0399'4.7 MILES SOUTHWEST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 CA0399'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 CA0399'BROWNWOOD, BROWN COUNTY, 7 POLES NORTH OF MILEPOST 881, 6-1/2 RAILS
 CA0399'NORTH OF A ROAD CROSSING, 20 FEET EAST OF THE TRACK, AND IN THE TOP OF
 CA0399'A LARGE ROCK OUTCROP.  A STANDARD DISK, STAMPED 1494.981 W 74 1931.
 CA0399
 CA0399                          STATION RECOVERY (1935)
 CA0399
 CA0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0399'RECOVERED IN GOOD CONDITION.
 CA0399
 CA0399                          STATION RECOVERY (1982)
 CA0399
 CA0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0085 ***********************************************************************
 BA0085  DESIGNATION -  W 740
 BA0085  PID         -  BA0085
 BA0085  STATE/COUNTY-  TX/BREWSTER
 BA0085  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0085
 BA0085                         *CURRENT SURVEY CONTROL
 BA0085  ___________________________________________________________________
 BA0085* NAD 83(1986)-  29 39 18.     (N)    103 14 36.     (W)     SCALED    
 BA0085* NAVD 88     -       889.602  (meters)    2918.64   (feet)  ADJUSTED  
 BA0085  ___________________________________________________________________
 BA0085  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 BA0085  DYNAMIC HT  -         888.184 (meters)    2913.98  (feet)  COMP
 BA0085  MODELED GRAV-     979,018.9   (mgal)                       NAVD 88
 BA0085
 BA0085  VERT ORDER  -  SECOND    CLASS 0
 BA0085
 BA0085.The horizontal coordinates were scaled from a topographic map and have
 BA0085.an estimated accuracy of +/- 6 seconds.
 BA0085
 BA0085.The orthometric height was determined by differential leveling
 BA0085.and adjusted by the National Geodetic Survey in June 1991..
 BA0085
 BA0085.The geoid height was determined by GEOID03.
 BA0085
 BA0085.The dynamic height is computed by dividing the NAVD 88
 BA0085.geopotential number by the normal gravity value computed on the
 BA0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0085.degrees latitude (g = 980.6199 gals.).
 BA0085
 BA0085.The modeled gravity was interpolated from observed gravity values.
 BA0085
 BA0085;                    North         East    Units  Estimated Accuracy
 BA0085;SPC TXSC     - 4,209,340.      189,310.      MT  (+/- 180 meters Scaled)
 BA0085
 BA0085                          SUPERSEDED SURVEY CONTROL
 BA0085
 BA0085  NGVD 29 (??/??/92)  889.238  (m)         2917.44   (f) ADJ UNCH    2 0
 BA0085
 BA0085.Superseded values are not recommended for survey control.
 BA0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0085.See file dsdata.txt to determine how the superseded data were derived.
 BA0085
 BA0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN700818(NAD 83)
 BA0085_MARKER: DB = BENCH MARK DISK
 BA0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0085_STAMPING: W 740 1943
 BA0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0085+STABILITY: SURFACE MOTION
 BA0085
 BA0085  HISTORY     - Date     Condition        Report By
 BA0085  HISTORY     - 1943     MONUMENTED       CGS
 BA0085  HISTORY     - 1958     GOOD             NGS
 BA0085  HISTORY     - 1967     GOOD             USGS
 BA0085
 BA0085                          STATION DESCRIPTION
 BA0085
 BA0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0085'7.75 MI W FROM PERSIMMON GAP.
 BA0085'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0085'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0085'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0085'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0085'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE
 BA0085'ABOUT 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0085'TANKS AND A WINDMILL, THENCE ABOUT 2.25 MILE NORTHWEST ALONG A TRACK
 BA0085'ROAD.  33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.8
 BA0085'MILE NORTHWEST OF A GATE IN THE EAST-WEST FENCE, ABOUT 1.0 MILE
 BA0085'SOUTHEAST OF A PROMINENT HILL, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 BA0085'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BA0085
 BA0085                          STATION RECOVERY (1967)
 BA0085
 BA0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BA0085'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM THE TOP OF
 BA0085'PERSIMMON GAP, THENCE 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK
 BA0085'ROAD, THENCE 0.65 MILES SOUTHWEST ALONG THE NORTHWEST SIDE OF A
 BA0085'FENCE, CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE 0.35
 BA0085'MILES SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE,
 BA0085'THENCE 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0085'TANKS AND A WINDMILL, THENCE 2.25 MILES NORTHWEST ALONG A TRACK ROAD,
 BA0085'33 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 0.8 MILES NORTHWEST
 BA0085'OF A GATE IN THE EAST-WEST FENCE, 1.0 MILES SOUTHEAST OF A PROMINENT
 BA0085'HILL, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE
 BA0085'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0050 ***********************************************************************
 BA0050  DESIGNATION -  W 741
 BA0050  PID         -  BA0050
 BA0050  STATE/COUNTY-  TX/BREWSTER
 BA0050  USGS QUAD   -  SOSA PEAK (1983)
 BA0050
 BA0050                         *CURRENT SURVEY CONTROL
 BA0050  ___________________________________________________________________
 BA0050* NAD 83(1986)-  29 45 29.     (N)    103 09 37.     (W)     SCALED    
 BA0050* NAVD 88     -       849.993  (meters)    2788.69   (feet)  ADJUSTED  
 BA0050  ___________________________________________________________________
 BA0050  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BA0050  DYNAMIC HT  -         848.642 (meters)    2784.25  (feet)  COMP
 BA0050  MODELED GRAV-     979,025.6   (mgal)                       NAVD 88
 BA0050
 BA0050  VERT ORDER  -  FIRST     CLASS II
 BA0050
 BA0050.The horizontal coordinates were scaled from a topographic map and have
 BA0050.an estimated accuracy of +/- 6 seconds.
 BA0050
 BA0050.The orthometric height was determined by differential leveling
 BA0050.and adjusted by the National Geodetic Survey in June 1991..
 BA0050
 BA0050.The geoid height was determined by GEOID03.
 BA0050
 BA0050.The dynamic height is computed by dividing the NAVD 88
 BA0050.geopotential number by the normal gravity value computed on the
 BA0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0050.degrees latitude (g = 980.6199 gals.).
 BA0050
 BA0050.The modeled gravity was interpolated from observed gravity values.
 BA0050
 BA0050;                    North         East    Units  Estimated Accuracy
 BA0050;SPC TXSC     - 4,220,470.      197,750.      MT  (+/- 180 meters Scaled)
 BA0050
 BA0050                          SUPERSEDED SURVEY CONTROL
 BA0050
 BA0050  NGVD 29 (??/??/92)  849.649  (m)         2787.56   (f) ADJ UNCH    1 2
 BA0050
 BA0050.Superseded values are not recommended for survey control.
 BA0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0050.See file dsdata.txt to determine how the superseded data were derived.
 BA0050
 BA0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN778933(NAD 83)
 BA0050_MARKER: DB = BENCH MARK DISK
 BA0050_SETTING: 66 = SET IN ROCK OUTCROP
 BA0050_SP_SET: OUTCROP
 BA0050_STAMPING: W 741 1943
 BA0050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0050+STABILITY: POSITION/ELEVATION WELL
 BA0050
 BA0050  HISTORY     - Date     Condition        Report By
 BA0050  HISTORY     - 1943     MONUMENTED       CGS
 BA0050  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0050  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0050
 BA0050                          STATION DESCRIPTION
 BA0050
 BA0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0050'1.55 MI NW FROM TWIN MILLS.
 BA0050'ABOUT 1 MILE NORTH OF X 741, 0.4 MILE NORTHWEST OF A CATTLEGUARD, 33
 BA0050'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 38.4 FEET SOUTHWEST OF
 BA0050'LARGE DAGGER BUSH, IN THE TOP OF A FLAT LIMESTONE OUTCROP, AND
 BA0050'SURROUNDED BY A CIRCLE OF ROCKS.  A STANDARD DISK, STAMPED W 741 1943.
 BA0050
 BA0050                          STATION RECOVERY (2001)
 BA0050
 BA0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0050'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0150 ***********************************************************************
 BA0150  DESIGNATION -  W 742
 BA0150  PID         -  BA0150
 BA0150  STATE/COUNTY-  TX/BREWSTER
 BA0150  USGS QUAD   -  GLENN SPRING (1971)
 BA0150
 BA0150                         *CURRENT SURVEY CONTROL
 BA0150  ___________________________________________________________________
 BA0150* NAD 83(1986)-  29 09 53.     (N)    103 08 15.     (W)     SCALED    
 BA0150* NAVD 88     -       743.912  (meters)    2440.65   (feet)  ADJUSTED  
 BA0150  ___________________________________________________________________
 BA0150  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 BA0150  DYNAMIC HT  -         742.719 (meters)    2436.74  (feet)  COMP
 BA0150  MODELED GRAV-     979,016.1   (mgal)                       NAVD 88
 BA0150
 BA0150  VERT ORDER  -  FIRST     CLASS II
 BA0150
 BA0150.The horizontal coordinates were scaled from a topographic map and have
 BA0150.an estimated accuracy of +/- 6 seconds.
 BA0150
 BA0150.The orthometric height was determined by differential leveling
 BA0150.and adjusted by the National Geodetic Survey in June 1991..
 BA0150
 BA0150.The geoid height was determined by GEOID03.
 BA0150
 BA0150.The dynamic height is computed by dividing the NAVD 88
 BA0150.geopotential number by the normal gravity value computed on the
 BA0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0150.degrees latitude (g = 980.6199 gals.).
 BA0150
 BA0150.The modeled gravity was interpolated from observed gravity values.
 BA0150
 BA0150;                    North         East    Units  Estimated Accuracy
 BA0150;SPC TXSC     - 4,154,670.      197,630.      MT  (+/- 180 meters Scaled)
 BA0150
 BA0150                          SUPERSEDED SURVEY CONTROL
 BA0150
 BA0150  NGVD 29 (??/??/92)  743.536  (m)         2439.42   (f) ADJ UNCH    1 2
 BA0150
 BA0150.Superseded values are not recommended for survey control.
 BA0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0150.See file dsdata.txt to determine how the superseded data were derived.
 BA0150
 BA0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN811276(NAD 83)
 BA0150_MARKER: DB = BENCH MARK DISK
 BA0150_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0150_SP_SET: UNSPEC ROCK
 BA0150_STAMPING: W 742 1943
 BA0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0150
 BA0150  HISTORY     - Date     Condition        Report By
 BA0150  HISTORY     - 1943     MONUMENTED       CGS
 BA0150  HISTORY     - 1967     GOOD             NGS
 BA0150
 BA0150                          STATION DESCRIPTION
 BA0150
 BA0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0150'27.3 MI S FROM PARK HEADQUARTERS.
 BA0150'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0150'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0150'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.4 MILES WEST ALONG
 BA0150'A DIRT ROAD, THENCE 6.4 MILES NORTHWEST ALONG AN ABANDONED ROAD, IN
 BA0150'THE TOP OF A SANDSTONE ROCK FLUSH WITH THE GROUND, 85 FEET NORTHWEST
 BA0150'OF THE CENTERLINE OF THE ROAD, ON THE SOUTHEAST EDGE OF A DRAW, 13
 BA0150'FEET SOUTHWEST OF A LARGE BOULDER, AND 2 FEET BELOW THE LEVEL OF THE
 BA0150'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0159 ***********************************************************************
 BP0159  DESIGNATION -  W 743
 BP0159  PID         -  BP0159
 BP0159  STATE/COUNTY-  TX/PECOS
 BP0159  USGS QUAD   -  FRESNO CREEK (1968)
 BP0159
 BP0159                         *CURRENT SURVEY CONTROL
 BP0159  ___________________________________________________________________
 BP0159* NAD 83(1986)-  30 07 11.     (N)    102 40 16.     (W)     SCALED    
 BP0159* NAVD 88     -      1068.523  (meters)    3505.65   (feet)  ADJUSTED  
 BP0159  ___________________________________________________________________
 BP0159  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BP0159  DYNAMIC HT  -        1066.830 (meters)    3500.09  (feet)  COMP
 BP0159  MODELED GRAV-     979,021.1   (mgal)                       NAVD 88
 BP0159
 BP0159  VERT ORDER  -  FIRST     CLASS II
 BP0159
 BP0159.The horizontal coordinates were scaled from a topographic map and have
 BP0159.an estimated accuracy of +/- 6 seconds.
 BP0159
 BP0159.The orthometric height was determined by differential leveling
 BP0159.and adjusted by the National Geodetic Survey in June 1991..
 BP0159
 BP0159.The geoid height was determined by GEOID03.
 BP0159
 BP0159.The dynamic height is computed by dividing the NAVD 88
 BP0159.geopotential number by the normal gravity value computed on the
 BP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0159.degrees latitude (g = 980.6199 gals.).
 BP0159
 BP0159.The modeled gravity was interpolated from observed gravity values.
 BP0159
 BP0159;                    North         East    Units  Estimated Accuracy
 BP0159;SPC TX C     - 3,052,590.      474,730.      MT  (+/- 180 meters Scaled)
 BP0159
 BP0159                          SUPERSEDED SURVEY CONTROL
 BP0159
 BP0159  NGVD 29 (??/??/92) 1068.207  (m)         3504.61   (f) ADJ UNCH    1 2
 BP0159
 BP0159.Superseded values are not recommended for survey control.
 BP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0159.See file dsdata.txt to determine how the superseded data were derived.
 BP0159
 BP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP243343(NAD 83)
 BP0159_MARKER: DB = BENCH MARK DISK
 BP0159_SETTING: 66 = SET IN ROCK OUTCROP
 BP0159_SP_SET: LIMESTONE ROCK
 BP0159_STAMPING: W 743 1943
 BP0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0159+STABILITY: POSITION/ELEVATION WELL
 BP0159
 BP0159  HISTORY     - Date     Condition        Report By
 BP0159  HISTORY     - 1943     MONUMENTED       CGS
 BP0159  HISTORY     - 1958     GOOD             NGS
 BP0159
 BP0159                          STATION DESCRIPTION
 BP0159
 BP0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0159'4.95 MI S FROM LONGFELLOW.
 BP0159'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0159'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 3.95 MILES SOUTH
 BP0159'ALONG A DIRT ROAD.  IN THE TOP OF A LIMESTONE ROCK PROJECTING 2
 BP0159'INCHES, 105 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 79
 BP0159'FEET WEST-NORTHWEST OF A FENCE, ABOUT 0.15 MILE NORTH OF A WINDMILL
 BP0159'AND CONCRETE WATER TANK, ABOUT 0.65 MILE SOUTHWEST OF AN EARTH DAM, 2
 BP0159'1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET ABOVE
 BP0159'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0241 ***********************************************************************
 BA0241  DESIGNATION -  W 744
 BA0241  PID         -  BA0241
 BA0241  STATE/COUNTY-  TX/PRESIDIO
 BA0241  USGS QUAD   -  SAUCEDA RANCH (1971)
 BA0241
 BA0241                         *CURRENT SURVEY CONTROL
 BA0241  ___________________________________________________________________
 BA0241* NAD 83(1986)-  29 28 22.     (N)    103 58 36.     (W)     SCALED    
 BA0241* NAVD 88     -      1263.869  (meters)    4146.54   (feet)  ADJUSTED  
 BA0241  ___________________________________________________________________
 BA0241  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BA0241  DYNAMIC HT  -        1261.740 (meters)    4139.56  (feet)  COMP
 BA0241  MODELED GRAV-     978,913.9   (mgal)                       NAVD 88
 BA0241
 BA0241  VERT ORDER  -  FIRST     CLASS II
 BA0241
 BA0241.The horizontal coordinates were scaled from a topographic map and have
 BA0241.an estimated accuracy of +/- 6 seconds.
 BA0241
 BA0241.The orthometric height was determined by differential leveling
 BA0241.and adjusted by the National Geodetic Survey in June 1991..
 BA0241
 BA0241.The geoid height was determined by GEOID03.
 BA0241
 BA0241.The dynamic height is computed by dividing the NAVD 88
 BA0241.geopotential number by the normal gravity value computed on the
 BA0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0241.degrees latitude (g = 980.6199 gals.).
 BA0241
 BA0241.The modeled gravity was interpolated from observed gravity values.
 BA0241
 BA0241;                    North         East    Units  Estimated Accuracy
 BA0241;SPC TXSC     - 4,191,960.      117,510.      MT  (+/- 180 meters Scaled)
 BA0241
 BA0241                          SUPERSEDED SURVEY CONTROL
 BA0241
 BA0241  NGVD 29 (??/??/92) 1263.508  (m)         4145.36   (f) ADJ UNCH    1 2
 BA0241
 BA0241.Superseded values are not recommended for survey control.
 BA0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0241.See file dsdata.txt to determine how the superseded data were derived.
 BA0241
 BA0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN992608(NAD 83)
 BA0241_MARKER: DB = BENCH MARK DISK
 BA0241_SETTING: 66 = SET IN ROCK OUTCROP
 BA0241_SP_SET: ROCK OUTCROP
 BA0241_STAMPING: W 744 1943
 BA0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0241+STABILITY: POSITION/ELEVATION WELL
 BA0241
 BA0241  HISTORY     - Date     Condition        Report By
 BA0241  HISTORY     - 1943     MONUMENTED       CGS
 BA0241  HISTORY     - 1958     GOOD             NGS
 BA0241
 BA0241                          STATION DESCRIPTION
 BA0241
 BA0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0241'1.15 MI W FROM FOWLKES BROS RANCH.
 BA0241'ABOUT 1.15 MILES WEST ALONG A WINDING ROCKY TRAIL ROAD FROM THE
 BA0241'FOWLKES BROS. RANCH HOUSE, IN THE TOP OF A SMALL ROCK OUTCROP
 BA0241'PROJECTING 8 INCHES, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BA0241'ABOUT 0.15 MILE EAST OF THE CREST OF A STEEP HILL, ABOUT 350 FEET WEST
 BA0241'OF THE CENTER LINE OF A LARGE WASH, 160 FEET SOUTHEAST OF A SHEER
 BA0241'50-FOOT ROCK CLIFF, AND 20 FEET SOUTH OF THE CENTER LINE OF A SMALL
 BA0241'WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0005 ***********************************************************************
 BA0005  DESIGNATION -  W 745
 BA0005  PID         -  BA0005
 BA0005  STATE/COUNTY-  TX/BREWSTER
 BA0005  USGS QUAD   -  YELLOW HOUSE PEAK (1983)
 BA0005
 BA0005                         *CURRENT SURVEY CONTROL
 BA0005  ___________________________________________________________________
 BA0005* NAD 83(1986)-  29 49 48.     (N)    102 55 57.     (W)     SCALED    
 BA0005* NAVD 88     -       885.684  (meters)    2905.78   (feet)  ADJUSTED  
 BA0005  ___________________________________________________________________
 BA0005  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0005  DYNAMIC HT  -         884.294 (meters)    2901.22  (feet)  COMP
 BA0005  MODELED GRAV-     979,043.4   (mgal)                       NAVD 88
 BA0005
 BA0005  VERT ORDER  -  FIRST     CLASS II
 BA0005
 BA0005.The horizontal coordinates were scaled from a topographic map and have
 BA0005.an estimated accuracy of +/- 6 seconds.
 BA0005
 BA0005.The orthometric height was determined by differential leveling
 BA0005.and adjusted by the National Geodetic Survey in June 1991..
 BA0005
 BA0005.The geoid height was determined by GEOID03.
 BA0005
 BA0005.The dynamic height is computed by dividing the NAVD 88
 BA0005.geopotential number by the normal gravity value computed on the
 BA0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0005.degrees latitude (g = 980.6199 gals.).
 BA0005
 BA0005.The modeled gravity was interpolated from observed gravity values.
 BA0005
 BA0005;                    North         East    Units  Estimated Accuracy
 BA0005;SPC TXSC     - 4,227,680.      220,030.      MT  (+/- 180 meters Scaled)
 BA0005
 BA0005                          SUPERSEDED SURVEY CONTROL
 BA0005
 BA0005  NGVD 29 (??/??/92)  885.365  (m)         2904.74   (f) ADJ UNCH    1 2
 BA0005
 BA0005.Superseded values are not recommended for survey control.
 BA0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0005.See file dsdata.txt to determine how the superseded data were derived.
 BA0005
 BA0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP997017(NAD 83)
 BA0005_MARKER: DB = BENCH MARK DISK
 BA0005_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0005_SP_SET: UNSPECIFIED ROCK
 BA0005_STAMPING: W 745 1943
 BA0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0005
 BA0005  HISTORY     - Date     Condition        Report By
 BA0005  HISTORY     - 1943     MONUMENTED       CGS
 BA0005  HISTORY     - 1966     GOOD             NGS
 BA0005  HISTORY     - 1976     GOOD             USGS
 BA0005
 BA0005                          STATION DESCRIPTION
 BA0005
 BA0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0005'21.05 MI NE FROM PERSIMMON GAP.
 BA0005'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0005'PERSIMMON GAP, THENCE 12.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0005'THENCE 2.6 MILES NORTHEAST ALONG THE OLD ROAD GRADE, IN THE TOP OF A
 BA0005'LARGE LIMESTONE ROCK, 51 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 BA0005'0.1 MILES NORTHEAST OF A FENCE ACROSS THE ROAD, 103 FEET NORTHWEST OF
 BA0005'A FENCE, AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 BA0005
 BA0005                          STATION RECOVERY (1976)
 BA0005
 BA0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0005'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0005'OF THE LANDING STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO WEST
 BA0005'ON THE COUNTY ROAD FOR 1.3 MILES TO A WASH AND A DIRT ROAD RIGHT.
 BA0005'TURN RIGHT AND GO NORTHWEST, THEN NORTHEAST ON THE DIRT ROAD FOR 1.5
 BA0005'MILES TO AN EAST-WEST FENCE AND A CATTLE GUARD. CROSS THE CATTLE
 BA0005'GUARD AND CONTINUE NORTHEASTERLY FOR 0.1 MILE TO THE INTERSECTION OF
 BA0005'AN EAST-WEST TRACK ROAD. TURN LEFT AND GO WEST ON THE TRACK ROAD 0.4
 BA0005'MILE TO A WASH AND THE MARK ON THE LEFT. THE MARK IS ON THE SOUTH
 BA0005'SIDE OF THE WASH, 105 FEET NORTH OF THE EAST-WEST FENCE, 120 FEET
 BA0005'SOUTH OF THE CENTERLINE OF THE TRACK ROAD, ABOUT 60 FEET SOUTH OF THE
 BA0005'CENTER OF THE WASH AND ABOUT 2 FEET HIGHER. IT IS A STANDARD DISK SET
 BA0005'IN A DRILL HOLE IN A LARGE LIMESTONE LEDGE THAT IS FLUSH WITH THE
 BA0005'SURFACE, STAMPED W 745 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0124 ***********************************************************************
 BA0124  DESIGNATION -  W 746
 BA0124  PID         -  BA0124
 BA0124  STATE/COUNTY-  TX/BREWSTER
 BA0124  USGS QUAD   -  REED CAMP (1971)
 BA0124
 BA0124                         *CURRENT SURVEY CONTROL
 BA0124  ___________________________________________________________________
 BA0124* NAD 83(1986)-  29 02 03.     (N)    103 21 32.     (W)     SCALED    
 BA0124* NAVD 88     -       634.403  (meters)    2081.37   (feet)  ADJUSTED  
 BA0124  ___________________________________________________________________
 BA0124  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BA0124  DYNAMIC HT  -         633.380 (meters)    2078.01  (feet)  COMP
 BA0124  MODELED GRAV-     979,011.4   (mgal)                       NAVD 88
 BA0124
 BA0124  VERT ORDER  -  FIRST     CLASS II
 BA0124
 BA0124.The horizontal coordinates were scaled from a topographic map and have
 BA0124.an estimated accuracy of +/- 6 seconds.
 BA0124
 BA0124.The orthometric height was determined by differential leveling
 BA0124.and adjusted by the National Geodetic Survey in June 1991..
 BA0124
 BA0124.The geoid height was determined by GEOID03.
 BA0124
 BA0124.The dynamic height is computed by dividing the NAVD 88
 BA0124.geopotential number by the normal gravity value computed on the
 BA0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0124.degrees latitude (g = 980.6199 gals.).
 BA0124
 BA0124.The modeled gravity was interpolated from observed gravity values.
 BA0124
 BA0124;                    North         East    Units  Estimated Accuracy
 BA0124;SPC TXSC     - 4,141,000.      175,570.      MT  (+/- 180 meters Scaled)
 BA0124
 BA0124                          SUPERSEDED SURVEY CONTROL
 BA0124
 BA0124  NGVD 29 (??/??/92)  634.015  (m)         2080.10   (f) ADJ UNCH    1 2
 BA0124
 BA0124.Superseded values are not recommended for survey control.
 BA0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0124.See file dsdata.txt to determine how the superseded data were derived.
 BA0124
 BA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN598128(NAD 83)
 BA0124_MARKER: DB = BENCH MARK DISK
 BA0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0124_STAMPING: W 746 1943
 BA0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0124+STABILITY: SURFACE MOTION
 BA0124
 BA0124  HISTORY     - Date     Condition        Report By
 BA0124  HISTORY     - 1943     MONUMENTED       CGS
 BA0124  HISTORY     - 1958     GOOD             NGS
 BA0124
 BA0124                          STATION DESCRIPTION
 BA0124
 BA0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0124'15.35 MI SE FROM CASTOLON.
 BA0124'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0124'OFFICE AT CASTOLON, THENCE 0.95 MILE NORTH ALONG A DIRT ROAD, 49 FEET
 BA0124'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE NORTHEAST OF
 BA0124'THE JUNCTION OF A ROAD LEADING SOUTHEAST, 2 FEET NORTHWEST OF A WHITE
 BA0124'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 BA0124'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0187 ***********************************************************************
 BA0187  DESIGNATION -  W 747
 BA0187  PID         -  BA0187
 BA0187  STATE/COUNTY-  TX/BREWSTER
 BA0187  USGS QUAD   -  GRAPEVINE HILLS (1971)
 BA0187
 BA0187                         *CURRENT SURVEY CONTROL
 BA0187  ___________________________________________________________________
 BA0187* NAD 83(1986)-  29 28 52.     (N)    103 08 14.     (W)     SCALED    
 BA0187* NAVD 88     -       890.725  (meters)    2922.32   (feet)  ADJUSTED  
 BA0187  ___________________________________________________________________
 BA0187  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 BA0187  DYNAMIC HT  -         889.291 (meters)    2917.62  (feet)  COMP
 BA0187  MODELED GRAV-     979,003.7   (mgal)                       NAVD 88
 BA0187
 BA0187  VERT ORDER  -  FIRST     CLASS II
 BA0187
 BA0187.The horizontal coordinates were scaled from a topographic map and have
 BA0187.an estimated accuracy of +/- 6 seconds.
 BA0187
 BA0187.The orthometric height was determined by differential leveling
 BA0187.and adjusted by the National Geodetic Survey in June 1991..
 BA0187
 BA0187.The geoid height was determined by GEOID03.
 BA0187
 BA0187.The dynamic height is computed by dividing the NAVD 88
 BA0187.geopotential number by the normal gravity value computed on the
 BA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0187.degrees latitude (g = 980.6199 gals.).
 BA0187
 BA0187.The modeled gravity was interpolated from observed gravity values.
 BA0187
 BA0187;                    North         East    Units  Estimated Accuracy
 BA0187;SPC TXSC     - 4,189,710.      198,890.      MT  (+/- 180 meters Scaled)
 BA0187
 BA0187                          SUPERSEDED SURVEY CONTROL
 BA0187
 BA0187  NGVD 29 (??/??/92)  890.348  (m)         2921.08   (f) ADJ UNCH    1 2
 BA0187
 BA0187.Superseded values are not recommended for survey control.
 BA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0187.See file dsdata.txt to determine how the superseded data were derived.
 BA0187
 BA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN806627(NAD 83)
 BA0187_MARKER: DB = BENCH MARK DISK
 BA0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0187_STAMPING: W 747 1943
 BA0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0187+STABILITY: SURFACE MOTION
 BA0187
 BA0187  HISTORY     - Date     Condition        Report By
 BA0187  HISTORY     - 1943     MONUMENTED       CGS
 BA0187  HISTORY     - 1967     GOOD             NGS
 BA0187  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0187
 BA0187                          STATION DESCRIPTION
 BA0187
 BA0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0187'14.0 MI S FROM PERSIMMON GAP.
 BA0187'ABOUT 14.0 MILES SOUTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0187'PERSIMMON GAP, 298 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 56 FEET
 BA0187'WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 123 FEET NORTH OF A ROAD
 BA0187'LEADING WEST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 20 FEET
 BA0187'ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BA0187'PROJECTING 3 INCHES.
 BA0187
 BA0187                          STATION RECOVERY (2001)
 BA0187
 BA0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0021 ***********************************************************************
 BA0021  DESIGNATION -  W 748
 BA0021  PID         -  BA0021
 BA0021  STATE/COUNTY-  TX/BREWSTER
 BA0021  USGS QUAD   -  PINE MOUNTAIN EAST (1983)
 BA0021
 BA0021                         *CURRENT SURVEY CONTROL
 BA0021  ___________________________________________________________________
 BA0021* NAD 83(1986)-  29 54 41.     (N)    102 45 11.     (W)     SCALED    
 BA0021* NAVD 88     -       893.040  (meters)    2929.92   (feet)  ADJUSTED  
 BA0021  ___________________________________________________________________
 BA0021  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 BA0021  DYNAMIC HT  -         891.646 (meters)    2925.34  (feet)  COMP
 BA0021  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 BA0021
 BA0021  VERT ORDER  -  FIRST     CLASS II
 BA0021
 BA0021.The horizontal coordinates were scaled from a topographic map and have
 BA0021.an estimated accuracy of +/- 6 seconds.
 BA0021
 BA0021.The orthometric height was determined by differential leveling
 BA0021.and adjusted by the National Geodetic Survey in June 1991..
 BA0021
 BA0021.The geoid height was determined by GEOID03.
 BA0021
 BA0021.The dynamic height is computed by dividing the NAVD 88
 BA0021.geopotential number by the normal gravity value computed on the
 BA0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0021.degrees latitude (g = 980.6199 gals.).
 BA0021
 BA0021.The modeled gravity was interpolated from observed gravity values.
 BA0021
 BA0021;                    North         East    Units  Estimated Accuracy
 BA0021;SPC TXSC     - 4,236,120.      237,650.      MT  (+/- 180 meters Scaled)
 BA0021
 BA0021                          SUPERSEDED SURVEY CONTROL
 BA0021
 BA0021  NGVD 29 (??/??/92)  892.736  (m)         2928.92   (f) ADJ UNCH    1 2
 BA0021
 BA0021.Superseded values are not recommended for survey control.
 BA0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0021.See file dsdata.txt to determine how the superseded data were derived.
 BA0021
 BA0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP169110(NAD 83)
 BA0021_MARKER: DB = BENCH MARK DISK
 BA0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0021_STAMPING: W 748 1943
 BA0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0021+STABILITY: SURFACE MOTION
 BA0021
 BA0021  HISTORY     - Date     Condition        Report By
 BA0021  HISTORY     - 1943     MONUMENTED       CGS
 BA0021  HISTORY     - 1966     GOOD             NGS
 BA0021
 BA0021                          STATION DESCRIPTION
 BA0021
 BA0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0021'5.25 MI SW FROM SLAUGHTER RANCH HDQ.
 BA0021'ABOUT 5.25 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE SLAUGHTER RANCH
 BA0021'HEADQUARTERS, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.55 MILES
 BA0021'WEST OF A POWER LINE CROSSING, 1 1/2 FEET NORTH OF A WHITE WOODEN
 BA0021'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 BA0021'POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0206 ***********************************************************************
 BA0206  DESIGNATION -  W 749
 BA0206  PID         -  BA0206
 BA0206  STATE/COUNTY-  TX/BREWSTER
 BA0206  USGS QUAD   -  LAJITAS (1971)
 BA0206
 BA0206                         *CURRENT SURVEY CONTROL
 BA0206  ___________________________________________________________________
 BA0206* NAD 83(1986)-  29 19 50.     (N)    103 48 33.     (W)     SCALED    
 BA0206* NAVD 88     -       843.643  (meters)    2767.85   (feet)  POSTED    
 BA0206  ___________________________________________________________________
 BA0206  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BA0206  DYNAMIC HT  -         842.270 (meters)    2763.35  (feet)  COMP
 BA0206  MODELED GRAV-     978,988.1   (mgal)                       NAVD 88
 BA0206
 BA0206  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BA0206
 BA0206.The horizontal coordinates were scaled from a topographic map and have
 BA0206.an estimated accuracy of +/- 6 seconds.
 BA0206
 BA0206.The orthometric height was determined by differential leveling
 BA0206.and adjusted by the National Geodetic Survey in 1992..
 BA0206.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BA0206.rate of 3.1 thru 4.0 mm/km.
 BA0206
 BA0206.The geoid height was determined by GEOID03.
 BA0206
 BA0206.The dynamic height is computed by dividing the NAVD 88
 BA0206.geopotential number by the normal gravity value computed on the
 BA0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0206.degrees latitude (g = 980.6199 gals.).
 BA0206
 BA0206.The modeled gravity was interpolated from observed gravity values.
 BA0206
 BA0206;                    North         East    Units  Estimated Accuracy
 BA0206;SPC TXSC     - 4,175,530.      133,090.      MT  (+/- 180 meters Scaled)
 BA0206
 BA0206                          SUPERSEDED SURVEY CONTROL
 BA0206
 BA0206  NGVD 29 (??/??/92)  843.268  (m)         2766.62   (f) ADJ UNCH    1 2
 BA0206
 BA0206.Superseded values are not recommended for survey control.
 BA0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0206.See file dsdata.txt to determine how the superseded data were derived.
 BA0206
 BA0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN156451(NAD 83)
 BA0206_MARKER: DB = BENCH MARK DISK
 BA0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0206_STAMPING: W 749 1943
 BA0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0206+STABILITY: SURFACE MOTION
 BA0206
 BA0206  HISTORY     - Date     Condition        Report By
 BA0206  HISTORY     - 1943     MONUMENTED       CGS
 BA0206  HISTORY     - 1958     GOOD             NGS
 BA0206  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0206
 BA0206                          STATION DESCRIPTION
 BA0206
 BA0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0206'1.05 MI SE FROM FRESNO MINE OFFICE.
 BA0206'ABOUT 1.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE FRESNO
 BA0206'MINE OFFICE, 32 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0206'0.7 MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, ABOUT
 BA0206'0.6 MILE NORTHWEST OF A DRAW, 2 FEET SOUTHEAST OF A WHITE WOODEN
 BA0206'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 BA0206'OF A CONCRETE POST PROJECTING 6 INCHES.
 BA0206
 BA0206                          STATION RECOVERY (2001)
 BA0206
 BA0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0206'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0522 ***********************************************************************
 CA0522  DESIGNATION -  W 75
 CA0522  PID         -  CA0522
 CA0522  STATE/COUNTY-  TX/MCCULLOCH
 CA0522  USGS QUAD   -  BRADY NORTH (1987)
 CA0522
 CA0522                         *CURRENT SURVEY CONTROL
 CA0522  ___________________________________________________________________
 CA0522* NAD 83(1986)-  31 08 22.     (N)    099 20 09.     (W)     SCALED    
 CA0522* NAVD 88     -       513.780  (meters)    1685.63   (feet)  ADJUSTED  
 CA0522  ___________________________________________________________________
 CA0522  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CA0522  DYNAMIC HT  -         513.092 (meters)    1683.37  (feet)  COMP
 CA0522  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 CA0522
 CA0522  VERT ORDER  -  FIRST     CLASS II
 CA0522
 CA0522.The horizontal coordinates were scaled from a topographic map and have
 CA0522.an estimated accuracy of +/- 6 seconds.
 CA0522
 CA0522.The orthometric height was determined by differential leveling
 CA0522.and adjusted by the National Geodetic Survey in June 1991..
 CA0522
 CA0522.The geoid height was determined by GEOID03.
 CA0522
 CA0522.The dynamic height is computed by dividing the NAVD 88
 CA0522.geopotential number by the normal gravity value computed on the
 CA0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0522.degrees latitude (g = 980.6199 gals.).
 CA0522
 CA0522.The modeled gravity was interpolated from observed gravity values.
 CA0522
 CA0522;                    North         East    Units  Estimated Accuracy
 CA0522;SPC TX C     - 3,163,690.      795,110.      MT  (+/- 180 meters Scaled)
 CA0522
 CA0522                          SUPERSEDED SURVEY CONTROL
 CA0522
 CA0522  NGVD 29 (??/??/92)  513.717  (m)         1685.42   (f) ADJ UNCH    1 2
 CA0522
 CA0522.Superseded values are not recommended for survey control.
 CA0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0522.See file dsdata.txt to determine how the superseded data were derived.
 CA0522
 CA0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV679451(NAD 83)
 CA0522_MARKER: DB = BENCH MARK DISK
 CA0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0522_SP_SET: CULVERT
 CA0522_STAMPING: 1685.420 W 75 1931
 CA0522_MARK LOGO: CGS   
 CA0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0522+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0522
 CA0522  HISTORY     - Date     Condition        Report By
 CA0522  HISTORY     - 1931     MONUMENTED       CGS
 CA0522  HISTORY     - 1935     GOOD             NGS
 CA0522  HISTORY     - 1981     GOOD             NGS
 CA0522  HISTORY     - 19990106 GOOD             USPSQD
 CA0522  HISTORY     - 20060318 GOOD             USPSQD
 CA0522
 CA0522                          STATION DESCRIPTION
 CA0522
 CA0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0522'IN BRADY.
 CA0522'AT BRADY, MCCULLOCH COUNTY, AT THE WEST END OF THE GULF, COLORADO AND
 CA0522'SANTA FE RAILWAY STATION, NORTH OF THE TRACK, AND IN CULVERT 65 F.  A
 CA0522'STANDARD DISK, STAMPED 1685.420 W 75 1931.
 CA0522
 CA0522                          STATION RECOVERY (1935)
 CA0522
 CA0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0522'RECOVERED IN GOOD CONDITION.
 CA0522
 CA0522                          STATION RECOVERY (1981)
 CA0522
 CA0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0522'IN BRADY, AT THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION, IN
 CA0522'THE TOP CENTER OF THE NORTH HEADWALL OF A CONCRETE DRAIN, 19.2 METERS
 CA0522'(63.0 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE STATION AND
 CA0522'8.4 METERS (27.6 FT) NORTH OF THE NEAR RAIL.
 CA0522'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CA0522
 CA0522                          STATION RECOVERY (1999)
 CA0522
 CA0522'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0522'RECOVERED IN GOOD CONDITION.
 CA0522
 CA0522                          STATION RECOVERY (2006)
 CA0522
 CA0522'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0522'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0232 ***********************************************************************
 BA0232  DESIGNATION -  W 750
 BA0232  PID         -  BA0232
 BA0232  STATE/COUNTY-  TX/BREWSTER
 BA0232  USGS QUAD   -  CASTOLON (1971)
 BA0232
 BA0232                         *CURRENT SURVEY CONTROL
 BA0232  ___________________________________________________________________
 BA0232* NAD 83(1986)-  29 11 01.     (N)    103 32 26.     (W)     SCALED    
 BA0232* NAVD 88     -       678.938  (meters)    2227.48   (feet)  ADJUSTED  
 BA0232  ___________________________________________________________________
 BA0232  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BA0232  DYNAMIC HT  -         677.844 (meters)    2223.89  (feet)  COMP
 BA0232  MODELED GRAV-     979,011.4   (mgal)                       NAVD 88
 BA0232
 BA0232  VERT ORDER  -  FIRST     CLASS II
 BA0232
 BA0232.The horizontal coordinates were scaled from a topographic map and have
 BA0232.an estimated accuracy of +/- 6 seconds.
 BA0232
 BA0232.The orthometric height was determined by differential leveling
 BA0232.and adjusted by the National Geodetic Survey in June 1991..
 BA0232
 BA0232.The geoid height was determined by GEOID03.
 BA0232
 BA0232.The dynamic height is computed by dividing the NAVD 88
 BA0232.geopotential number by the normal gravity value computed on the
 BA0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0232.degrees latitude (g = 980.6199 gals.).
 BA0232
 BA0232.The modeled gravity was interpolated from observed gravity values.
 BA0232
 BA0232;                    North         East    Units  Estimated Accuracy
 BA0232;SPC TXSC     - 4,158,220.      158,530.      MT  (+/- 180 meters Scaled)
 BA0232
 BA0232                          SUPERSEDED SURVEY CONTROL
 BA0232
 BA0232  NGVD 29 (??/??/92)  678.527  (m)         2226.13   (f) ADJ UNCH    1 2
 BA0232
 BA0232.Superseded values are not recommended for survey control.
 BA0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0232.See file dsdata.txt to determine how the superseded data were derived.
 BA0232
 BA0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN419292(NAD 83)
 BA0232_MARKER: DB = BENCH MARK DISK
 BA0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0232_STAMPING: W 750 1943
 BA0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0232+STABILITY: SURFACE MOTION
 BA0232
 BA0232  HISTORY     - Date     Condition        Report By
 BA0232  HISTORY     - 1943     MONUMENTED       CGS
 BA0232  HISTORY     - 1958     GOOD             NGS
 BA0232
 BA0232                          STATION DESCRIPTION
 BA0232
 BA0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0232'5.0 MI NW FROM CASTOLON.
 BA0232'ABOUT 5.0 MILES NORTHWEST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0232'OFFICE AT CASTOLON, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BA0232'ABOUT 0.15 MILE EAST OF THE CROSSING OF TERLINGUA CREEK, AT THE EAST
 BA0232'END OF A CURVE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 BA0232'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0232'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0033 ***********************************************************************
 AW0033  DESIGNATION -  W 751
 AW0033  PID         -  AW0033
 AW0033  STATE/COUNTY-  TX/BRAZORIA
 AW0033  USGS QUAD   -  DANBURY (1974)
 AW0033
 AW0033                         *CURRENT SURVEY CONTROL
 AW0033  ___________________________________________________________________
 AW0033* NAD 83(1986)-  29 10 24.     (N)    095 16 57.     (W)     SCALED    
 AW0033* NAVD 88     -         4.20   (+/-2cm)      13.8    (feet)  VERTCON   
 AW0033  ___________________________________________________________________
 AW0033  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW0033
 AW0033  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0033
 AW0033.The horizontal coordinates were scaled from a topographic map and have
 AW0033.an estimated accuracy of +/- 6 seconds.
 AW0033
 AW0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0033.The vertical order pertains to the NGVD 29 superseded value.
 AW0033
 AW0033.The geoid height was determined by GEOID03.
 AW0033
 AW0033;                    North         East    Units  Estimated Accuracy
 AW0033;SPC TXSC     - 4,154,250.      961,510.      MT  (+/- 180 meters Scaled)
 AW0033
 AW0033                          SUPERSEDED SURVEY CONTROL
 AW0033
 AW0033  NGVD 29 (??/??/92)    4.203  (m)           13.79   (f) ADJ UNCH    1 1
 AW0033
 AW0033.Superseded values are not recommended for survey control.
 AW0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0033.See file dsdata.txt to determine how the superseded data were derived.
 AW0033
 AW0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN780293(NAD 83)
 AW0033_MARKER: DB = BENCH MARK DISK
 AW0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0033_STAMPING: W 751 1942
 AW0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0033+STABILITY: SURFACE MOTION
 AW0033
 AW0033  HISTORY     - Date     Condition        Report By
 AW0033  HISTORY     - 1942     MONUMENTED       CGS
 AW0033  HISTORY     - 1973     GOOD             NGS
 AW0033  HISTORY     - 1978     GOOD             NGS
 AW0033  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0033  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0033  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0033  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0033
 AW0033                          STATION DESCRIPTION
 AW0033
 AW0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0033'5.7 MI SE FROM DANBURY.
 AW0033'0.3 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY,
 AW0033'THENCE 0.15 MILE NORTHEAST ALONG FIRST STREET, THENCE 0.6 MILE
 AW0033'SOUTHEAST ALONG COUNTY ROAD 211, THENCE 4.65 MILES SOUTHEAST ALONG
 AW0033'COUNTY ROAD 208, 0.7 MILE NORTHWEST OF THE JUNCTION OF FARM ROAD 2004,
 AW0033'3 POLES SOUTHEAST OF A POWER POLE BEARING A TRANSFORMER, 1 POLE
 AW0033'SOUTHEAST OF THE SOUTHEAST SIDE OF STOCK PENS, 39 1/2 FEET SOUTHWEST
 AW0033'OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET WEST OF A POWER POLE, 3.0
 AW0033'FEET SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT
 AW0033'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW0033'0.5 FOOT ABOVE THE GROUND.
 AW0033
 AW0033                          STATION RECOVERY (1978)
 AW0033
 AW0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0033'RECOVERED IN GOOD CONDITION.
 AW0033
 AW0033                          STATION RECOVERY (1987)
 AW0033
 AW0033'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0033'MARK NOT FOUND.
 AW0033
 AW0033                          STATION RECOVERY (1987)
 AW0033
 AW0033'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0033'MARK NOT FOUND.
 AW0033
 AW0033                          STATION RECOVERY (1990)
 AW0033
 AW0033'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0033'MARK NOT FOUND.
 AW0033
 AW0033                          STATION RECOVERY (2004)
 AW0033
 AW0033'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1249 ***********************************************************************
 AW1249  DESIGNATION -  W 754
 AW1249  PID         -  AW1249
 AW1249  STATE/COUNTY-  TX/BRAZORIA
 AW1249  USGS QUAD   -  ASHWOOD (1980)
 AW1249
 AW1249                         *CURRENT SURVEY CONTROL
 AW1249  ___________________________________________________________________
 AW1249* NAD 83(1986)-  29 01 52.     (N)    095 45 35.     (W)     SCALED    
 AW1249* NAVD 88     -         8.55   (+/-2cm)      28.1    (feet)  VERTCON   
 AW1249  ___________________________________________________________________
 AW1249  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW1249
 AW1249  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1249
 AW1249.The horizontal coordinates were scaled from a topographic map and have
 AW1249.an estimated accuracy of +/- 6 seconds.
 AW1249
 AW1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1249.The vertical order pertains to the NGVD 29 superseded value.
 AW1249
 AW1249.The geoid height was determined by GEOID03.
 AW1249
 AW1249;                    North         East    Units  Estimated Accuracy
 AW1249;SPC TXSC     - 4,137,120.      915,560.      MT  (+/- 180 meters Scaled)
 AW1249
 AW1249                          SUPERSEDED SURVEY CONTROL
 AW1249
 AW1249  NGVD 29 (??/??/92)    8.570  (m)           28.12   (f) ADJ UNCH    1 2
 AW1249
 AW1249.Superseded values are not recommended for survey control.
 AW1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1249.See file dsdata.txt to determine how the superseded data were derived.
 AW1249
 AW1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN312145(NAD 83)
 AW1249_MARKER: DB = BENCH MARK DISK
 AW1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1249_STAMPING: W 754 1943
 AW1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1249+STABILITY: SURFACE MOTION
 AW1249
 AW1249  HISTORY     - Date     Condition        Report By
 AW1249  HISTORY     - 1943     MONUMENTED       CGS
 AW1249  HISTORY     - 1967     MARK NOT FOUND   NGS
 AW1249  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW1249  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1249
 AW1249                          STATION DESCRIPTION
 AW1249
 AW1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW1249'3.7 MI W FROM SWEENY.
 AW1249'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO (MISSOURI PACIFIC)
 AW1249'RAILROAD STATION AT SWEENY.  PROCEED WESTERLY 3.7 MILES ALONG RAILROAD
 AW1249'TO RAILROAD BRIDGE NO. 297.1 AND SITE OF BENCH MARK. BENCH MARK IS
 AW1249'ABOUT 1.0 MILE NORTHEAST OF THE OLD STATION SITE AT HASIMA. IT IS
 AW1249'ABOUT 0.1 MILE EAST OF MILE POST NO. 297, 48.0 FEET NORTH OF THE
 AW1249'CENTERLINE OF A SHELL ROAD PARELLELING THE TRACK, 41.0 FEET SOUTH OF
 AW1249'AND ABOUT 4.0 FEET BELOW THE CENTER LINE OF THE TRACK, 37.0 FEET SOUTH
 AW1249'OF THE SOUTHWEST CORNER OF RAILROAD BRIDGE NO. 297.1, 4.0 FEET NORTH
 AW1249'OF THE RIGHT-OF-WAY FENCE AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN
 AW1249'MARKER POST.  MONUMENT PROJECTS ABOUT 0.5 FOOT. STAMPED W 754 1943 AND
 AW1249'SET IN THE TOP OF A CONCRETE POST.
 AW1249
 AW1249                          STATION RECOVERY (1972)
 AW1249
 AW1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW1249'MARK NOT FOUND.
 AW1249
 AW1249                          STATION RECOVERY (1978)
 AW1249
 AW1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1249'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0152 ***********************************************************************
 AM0152  DESIGNATION -  W 755
 AM0152  PID         -  AM0152
 AM0152  STATE/COUNTY-  TX/MATAGORDA
 AM0152  USGS QUAD   -  WADSWORTH (1972)
 AM0152
 AM0152                         *CURRENT SURVEY CONTROL
 AM0152  ___________________________________________________________________
 AM0152* NAD 83(1986)-  28 46 14.     (N)    095 55 48.     (W)     SCALED    
 AM0152* NAVD 88     -         5.05   (+/-2cm)      16.6    (feet)  VERTCON   
 AM0152  ___________________________________________________________________
 AM0152  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0152
 AM0152  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0152
 AM0152.The horizontal coordinates were scaled from a topographic map and have
 AM0152.an estimated accuracy of +/- 6 seconds.
 AM0152
 AM0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0152.The vertical order pertains to the NGVD 29 superseded value.
 AM0152
 AM0152.The geoid height was determined by GEOID03.
 AM0152
 AM0152;                    North         East    Units  Estimated Accuracy
 AM0152;SPC TXSC     - 4,107,810.      899,740.      MT  (+/- 180 meters Scaled)
 AM0152
 AM0152                          SUPERSEDED SURVEY CONTROL
 AM0152
 AM0152  NGVD 29 (??/??/92)    5.095  (m)           16.72   (f) ADJ UNCH    1 2
 AM0152
 AM0152.Superseded values are not recommended for survey control.
 AM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0152.See file dsdata.txt to determine how the superseded data were derived.
 AM0152
 AM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM139860(NAD 83)
 AM0152_MARKER: DB = BENCH MARK DISK
 AM0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0152_STAMPING: W 755 1943
 AM0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0152+STABILITY: SURFACE MOTION
 AM0152
 AM0152  HISTORY     - Date     Condition        Report By
 AM0152  HISTORY     - 1943     MONUMENTED       CGS
 AM0152  HISTORY     - 1951     GOOD             NGS
 AM0152
 AM0152                          STATION DESCRIPTION
 AM0152
 AM0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0152'4.5 MI S FROM WADSWORTH.
 AM0152'4.5 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0152'THE STATION AT WADSWORTH, 32.6 FEET SOUTH OF MILEPOST 84, 45 FEET EAST
 AM0152'OF THE EAST RAIL, 1.8 FEET WEST OF A SECTION OF STEEL RAIL DRIVEN IN
 AM0152'THE GROUND, 1.9 FEET WEST OF A FENCE, 2.3 FEET SOUTH OF A WITNESS
 AM0152'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 AM0152'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4355 ***********************************************************************
 AW4355  DESIGNATION -  W 756
 AW4355  PID         -  AW4355
 AW4355  STATE/COUNTY-  TX/BRAZORIA
 AW4355  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4355
 AW4355                         *CURRENT SURVEY CONTROL
 AW4355  ___________________________________________________________________
 AW4355* NAD 83(1986)-  29 08 22.     (N)    095 36 51.     (W)     SCALED    
 AW4355* NAVD 88     -         9.68   (+/-2cm)      31.8    (feet)  VERTCON   
 AW4355  ___________________________________________________________________
 AW4355  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW4355
 AW4355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4355
 AW4355.The horizontal coordinates were scaled from a topographic map and have
 AW4355.an estimated accuracy of +/- 6 seconds.
 AW4355
 AW4355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4355.The vertical order pertains to the NGVD 29 superseded value.
 AW4355
 AW4355.The geoid height was determined by GEOID03.
 AW4355
 AW4355;                    North         East    Units  Estimated Accuracy
 AW4355;SPC TXSC     - 4,149,520.      929,380.      MT  (+/- 180 meters Scaled)
 AW4355
 AW4355                          SUPERSEDED SURVEY CONTROL
 AW4355
 AW4355  NGVD 29 (??/??/92)    9.695  (m)           31.81   (f) ADJ UNCH    2 0
 AW4355
 AW4355.Superseded values are not recommended for survey control.
 AW4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4355.See file dsdata.txt to determine how the superseded data were derived.
 AW4355
 AW4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN456262(NAD 83)
 AW4355_MARKER: DB = BENCH MARK DISK
 AW4355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4355_SP_SET: BRIDGE ABUTMENT
 AW4355_STAMPING: W 756 1943
 AW4355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4355
 AW4355  HISTORY     - Date     Condition        Report By
 AW4355  HISTORY     - 1943     MONUMENTED       CGS
 AW4355  HISTORY     - 19980305 GOOD             USPSQD
 AW4355
 AW4355                          STATION DESCRIPTION
 AW4355
 AW4355'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4355'IN EAST COLUMBIA.
 AW4355'BENCH MARK IS ABOUT 0.1 MILE SOUTHWEST OF THE MISSOURI PACIFIC
 AW4355'RAILROAD STATION AT EAST COLUMBIA.  IT IS 36.0 FEET NORTHWEST OF THE
 AW4355'CENTERLINE OF A RAILROAD TRACK, 12.0 FEET NORTHEAST OF AND ABOUT THE
 AW4355'SAME ELEVATION AS THE CENTERLINE OF STATE HIGHWAY NO. 35 AND IS SET
 AW4355'HORIZONTALLY IN THE TOP NORTHEAST END OF THE SOUTHEAST CONCRETE
 AW4355'ABUTMENT OF THE STEEL HIGHWAY BRIDGE CARRYING STATE HIGHWAY NO. 35
 AW4355'OVER THE BRAZOS RIVER.
 AW4355
 AW4355                          STATION RECOVERY (1998)
 AW4355
 AW4355'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4291 ***********************************************************************
 AW4291  DESIGNATION -  W 757
 AW4291  PID         -  AW4291
 AW4291  STATE/COUNTY-  TX/MATAGORDA
 AW4291  USGS QUAD   -  PLEDGER (1980)
 AW4291
 AW4291                         *CURRENT SURVEY CONTROL
 AW4291  ___________________________________________________________________
 AW4291* NAD 83(1986)-  29 08 36.     (N)    095 53 38.     (W)     SCALED    
 AW4291* NAVD 88     -        18.50   (+/-2cm)      60.7    (feet)  VERTCON   
 AW4291  ___________________________________________________________________
 AW4291  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW4291
 AW4291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4291
 AW4291.The horizontal coordinates were scaled from a topographic map and have
 AW4291.an estimated accuracy of +/- 6 seconds.
 AW4291
 AW4291.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4291.The vertical order pertains to the NGVD 29 superseded value.
 AW4291
 AW4291.The geoid height was determined by GEOID03.
 AW4291
 AW4291;                    North         East    Units  Estimated Accuracy
 AW4291;SPC TXSC     - 4,149,200.      902,160.      MT  (+/- 180 meters Scaled)
 AW4291
 AW4291                          SUPERSEDED SURVEY CONTROL
 AW4291
 AW4291  NGVD 29 (??/??/92)   18.510  (m)           60.73   (f) ADJ UNCH    2 0
 AW4291
 AW4291.Superseded values are not recommended for survey control.
 AW4291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4291.See file dsdata.txt to determine how the superseded data were derived.
 AW4291
 AW4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN184273(NAD 83)
 AW4291_MARKER: DB = BENCH MARK DISK
 AW4291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4291_SP_SET: CULVERT
 AW4291_STAMPING: W 757 1943
 AW4291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4291+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4291
 AW4291  HISTORY     - Date     Condition        Report By
 AW4291  HISTORY     - 1943     MONUMENTED       TXGS
 AW4291  HISTORY     - 1943     GOOD             NGS
 AW4291  HISTORY     - 19990818 GOOD             USPSQD
 AW4291  HISTORY     - 20041118 GOOD             USPSQD
 AW4291
 AW4291                          STATION DESCRIPTION
 AW4291
 AW4291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4291'2.9 MI S FROM PLEDGER.
 AW4291'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED
 AW4291'SOUTHERLY 2.9 MILES ALONG CONCRETE HALF-SLAB ROAD TO A CONCRETE BOX
 AW4291'CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE SOUTH OF
 AW4291'A CURVE IN ROAD, 65.0 FEET NORTH OF A LARGE BOARD CORRAL ON WEST SIDE
 AW4291'OF ROAD, 15.0 FEET WEST OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF
 AW4291'THE HALF-SLAB ROAD AND IS SET HORIZONTALLY IN THE TOP CENTER OF THE
 AW4291'WEST HEADWALL OF THE CONCRETE CULVERT.
 AW4291
 AW4291                          STATION RECOVERY (1999)
 AW4291
 AW4291'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4291'RECOVERED IN GOOD CONDITION.
 AW4291
 AW4291                          STATION RECOVERY (2004)
 AW4291
 AW4291'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1244 ***********************************************************************
 AW1244  DESIGNATION -  W 758
 AW1244  PID         -  AW1244
 AW1244  STATE/COUNTY-  TX/BRAZORIA
 AW1244  USGS QUAD   -  BRAZORIA (1952)
 AW1244
 AW1244                         *CURRENT SURVEY CONTROL
 AW1244  ___________________________________________________________________
 AW1244* NAD 83(1986)-  29 03 34.     (N)    095 34 32.     (W)     SCALED    
 AW1244* NAVD 88     -         8.20   (+/-2cm)      26.9    (feet)  VERTCON   
 AW1244  ___________________________________________________________________
 AW1244  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW1244
 AW1244  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1244
 AW1244.The horizontal coordinates were scaled from a topographic map and have
 AW1244.an estimated accuracy of +/- 6 seconds.
 AW1244
 AW1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1244.The vertical order pertains to the NGVD 29 superseded value.
 AW1244
 AW1244.The geoid height was determined by GEOID03.
 AW1244
 AW1244;                    North         East    Units  Estimated Accuracy
 AW1244;SPC TXSC     - 4,140,770.      933,390.      MT  (+/- 180 meters Scaled)
 AW1244
 AW1244                          SUPERSEDED SURVEY CONTROL
 AW1244
 AW1244  NGVD 29 (??/??/92)    8.21   (m)           26.9    (f) COMPUTED    1 2
 AW1244
 AW1244.Superseded values are not recommended for survey control.
 AW1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1244.See file dsdata.txt to determine how the superseded data were derived.
 AW1244
 AW1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN492173(NAD 83)
 AW1244_MARKER: DB = BENCH MARK DISK
 AW1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1244_SP_SET: CULVERT
 AW1244_STAMPING: W 758 1943
 AW1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1244
 AW1244  HISTORY     - Date     Condition        Report By
 AW1244  HISTORY     - 1943     MONUMENTED       CGS
 AW1244  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW1244  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1244  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW1244
 AW1244                          STATION DESCRIPTION
 AW1244
 AW1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW1244'1.0 MI NW FROM BRAZORIA.
 AW1244'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BRAZORIA.
 AW1244'PROCEED NORTHWESTERLY 1.0 MILE ALONG STATE HIGHWAY NO. 36 TO A
 AW1244'CONCRETE BOX CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AW1244'SOUTHEAST ONE OF TWO CONCRETE BOX CULVERTS ABOUT 210.0 FEET APART,
 AW1244'106.0 FEET SOUTHEAST OF THE CENTERLINE OF AN EAST-WEST CROSS ROAD,
 AW1244'16.0 FEET NORTHEAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE
 AW1244'HIGHWAY AND IS SET HORIZONTALLY IN THE TOP CENTER OF THE NORTHEAST
 AW1244'HEADWALL OF THE CONCRETE BOX CULVERT.
 AW1244
 AW1244                          STATION RECOVERY (1973)
 AW1244
 AW1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1244'MARK NOT FOUND.
 AW1244
 AW1244                          STATION RECOVERY (1978)
 AW1244
 AW1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1244'NOT RECOVERED THIS DATE.
 AW1244
 AW1244                          STATION RECOVERY (1994)
 AW1244
 AW1244'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4150 ***********************************************************************
 AW4150  DESIGNATION -  W 759
 AW4150  PID         -  AW4150
 AW4150  STATE/COUNTY-  TX/BRAZORIA
 AW4150  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4150
 AW4150                         *CURRENT SURVEY CONTROL
 AW4150  ___________________________________________________________________
 AW4150* NAD 83(1986)-  29 13 49.     (N)    095 41 56.     (W)     SCALED    
 AW4150* NAVD 88     -        14.35   (+/-2cm)      47.1    (feet)  VERTCON   
 AW4150  ___________________________________________________________________
 AW4150  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW4150
 AW4150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4150
 AW4150.The horizontal coordinates were scaled from a topographic map and have
 AW4150.an estimated accuracy of +/- 6 seconds.
 AW4150
 AW4150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4150.The vertical order pertains to the NGVD 29 superseded value.
 AW4150
 AW4150.The geoid height was determined by GEOID03.
 AW4150
 AW4150;                    North         East    Units  Estimated Accuracy
 AW4150;SPC TXSC     - 4,159,350.      920,860.      MT  (+/- 180 meters Scaled)
 AW4150
 AW4150                          SUPERSEDED SURVEY CONTROL
 AW4150
 AW4150  NGVD 29 (??/??/92)   14.358  (m)           47.11   (f) ADJ UNCH    2 0
 AW4150
 AW4150.Superseded values are not recommended for survey control.
 AW4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4150.See file dsdata.txt to determine how the superseded data were derived.
 AW4150
 AW4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN376365(NAD 83)
 AW4150_MARKER: DB = BENCH MARK DISK
 AW4150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4150_SP_SET: CULVERT
 AW4150_STAMPING: W 759 1943
 AW4150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4150
 AW4150  HISTORY     - Date     Condition        Report By
 AW4150  HISTORY     - 1943     MONUMENTED       CGS
 AW4150  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4150  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4150  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4150  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4150
 AW4150                          STATION DESCRIPTION
 AW4150
 AW4150'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4150'5.0 MI SE FROM DAMON.
 AW4150'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHEASTERLY 5.0
 AW4150'MILES ALONG STATE HIGHWAY NO. 36 TO A CONCRETE BOX CULVERT AND SITE OF
 AW4150'BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE NORTHWEST OF THE JUNCTION OF
 AW4150'A CONCRETE ROAD LEADING EAST, 18.0 FEET SOUTHWEST OF AND ABOUT 0.5
 AW4150'FOOT ABOVE THE CENTERLINE OF THE HIGHWAY, 15.0 FEET NORTHWEST OF THE
 AW4150'CENTERLINE OF A PRIVATE DRIVEWAY AND IS SET HORIZONTALLY IN THE TOP
 AW4150'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF THE CONCRETE BOX CULVERT.
 AW4150
 AW4150                          STATION RECOVERY (1973)
 AW4150
 AW4150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4150'MARK NOT FOUND.
 AW4150
 AW4150                          STATION RECOVERY (1988)
 AW4150
 AW4150'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4150'MARK NOT FOUND.
 AW4150
 AW4150                          STATION RECOVERY (1989)
 AW4150
 AW4150'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4150'MARK NOT FOUND.
 AW4150
 AW4150                          STATION RECOVERY (1994)
 AW4150
 AW4150'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0363 ***********************************************************************
 BN0363  DESIGNATION -  W 76
 BN0363  PID         -  BN0363
 BN0363  STATE/COUNTY-  TX/MENARD
 BN0363  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0363
 BN0363                         *CURRENT SURVEY CONTROL
 BN0363  ___________________________________________________________________
 BN0363* NAD 83(1986)-  30 58 26.     (N)    099 43 47.     (W)     SCALED    
 BN0363* NAVD 88     -       600.285  (meters)    1969.43   (feet)  POSTED    
 BN0363  ___________________________________________________________________
 BN0363  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BN0363  DYNAMIC HT  -         599.450 (meters)    1966.70  (feet)  COMP
 BN0363  MODELED GRAV-     979,223.9   (mgal)                       NAVD 88
 BN0363
 BN0363  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0363
 BN0363.The horizontal coordinates were scaled from a topographic map and have
 BN0363.an estimated accuracy of +/- 6 seconds.
 BN0363
 BN0363.The orthometric height was determined by differential leveling
 BN0363.and adjusted by the National Geodetic Survey in 1992..
 BN0363.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0363.rate of 0.0 thru 1.0 mm/km.
 BN0363
 BN0363.The geoid height was determined by GEOID03.
 BN0363
 BN0363.The dynamic height is computed by dividing the NAVD 88
 BN0363.geopotential number by the normal gravity value computed on the
 BN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0363.degrees latitude (g = 980.6199 gals.).
 BN0363
 BN0363.The modeled gravity was interpolated from observed gravity values.
 BN0363
 BN0363;                    North         East    Units  Estimated Accuracy
 BN0363;SPC TX C     - 3,145,070.      757,660.      MT  (+/- 180 meters Scaled)
 BN0363
 BN0363                          SUPERSEDED SURVEY CONTROL
 BN0363
 BN0363  NGVD 29 (??/??/92)  600.199  (m)         1969.15   (f) ADJ UNCH    1 2
 BN0363
 BN0363.Superseded values are not recommended for survey control.
 BN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0363.See file dsdata.txt to determine how the superseded data were derived.
 BN0363
 BN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV303269(NAD 83)
 BN0363_MARKER: DB = BENCH MARK DISK
 BN0363_SETTING: 66 = SET IN ROCK OUTCROP
 BN0363_SP_SET: FLAT ROCK
 BN0363_STAMPING: 1969.153 W 76 1931
 BN0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0363+STABILITY: POSITION/ELEVATION WELL
 BN0363
 BN0363  HISTORY     - Date     Condition        Report By
 BN0363  HISTORY     - 1931     MONUMENTED       CGS
 BN0363  HISTORY     - 1935     GOOD             NGS
 BN0363
 BN0363                          STATION DESCRIPTION
 BN0363
 BN0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0363'6.5 MI NE FROM MENARD.
 BN0363'6.5 MILES NORTHEAST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 BN0363'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 BN0363'MENARD MENARD COUNTY, 18-1/2 POLES SOUTH OF MILEPOST 955, AT THE SOUTH
 BN0363'END OF A CUT, 30 FEET EAST OF THE TRACK, AND IN THE TOP OF A FLAT
 BN0363'ROCK.  A STANDARD DISK, STAMPED 1969.153 W 76 1931.
 BN0363
 BN0363                          STATION RECOVERY (1935)
 BN0363
 BN0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0521 ***********************************************************************
 AN0521  DESIGNATION -  W 762
 AN0521  PID         -  AN0521
 AN0521  STATE/COUNTY-  TX/JACKSON
 AN0521  USGS QUAD   -  LOLITA (1995)
 AN0521
 AN0521                         *CURRENT SURVEY CONTROL
 AN0521  ___________________________________________________________________
 AN0521* NAD 83(1986)-  28 49 54.     (N)    096 36 17.     (W)     SCALED    
 AN0521* NAVD 88     -         8.989  (meters)      29.49   (feet)  ADJUSTED  
 AN0521  ___________________________________________________________________
 AN0521  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0521  DYNAMIC HT  -           8.976 (meters)      29.45  (feet)  COMP
 AN0521  MODELED GRAV-     979,207.5   (mgal)                       NAVD 88
 AN0521
 AN0521  VERT ORDER  -  FIRST     CLASS I
 AN0521
 AN0521.The horizontal coordinates were scaled from a topographic map and have
 AN0521.an estimated accuracy of +/- 6 seconds.
 AN0521
 AN0521.The orthometric height was determined by differential leveling
 AN0521.and adjusted by the National Geodetic Survey in June 1991..
 AN0521
 AN0521.The geoid height was determined by GEOID03.
 AN0521
 AN0521.The dynamic height is computed by dividing the NAVD 88
 AN0521.geopotential number by the normal gravity value computed on the
 AN0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0521.degrees latitude (g = 980.6199 gals.).
 AN0521
 AN0521.The modeled gravity was interpolated from observed gravity values.
 AN0521
 AN0521;                    North         East    Units  Estimated Accuracy
 AN0521;SPC TXSC     - 4,113,040.      833,730.      MT  (+/- 180 meters Scaled)
 AN0521
 AN0521                          SUPERSEDED SURVEY CONTROL
 AN0521
 AN0521  NGVD 29 (??/??/92)    9.105  (m)           29.87   (f) ADJ UNCH    1 1
 AN0521
 AN0521.Superseded values are not recommended for survey control.
 AN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0521.See file dsdata.txt to determine how the superseded data were derived.
 AN0521
 AN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS337916(NAD 83)
 AN0521_MARKER: DB = BENCH MARK DISK
 AN0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0521_STAMPING: W 762 1943
 AN0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0521+STABILITY: SURFACE MOTION
 AN0521
 AN0521  HISTORY     - Date     Condition        Report By
 AN0521  HISTORY     - 1943     MONUMENTED       CGS
 AN0521  HISTORY     - 1972     GOOD             NGS
 AN0521  HISTORY     - 1973     GOOD             NGS
 AN0521  HISTORY     - 1978     GOOD             NGS
 AN0521
 AN0521                          STATION DESCRIPTION
 AN0521
 AN0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0521'0.9 MI NE FROM VANDERBILT.
 AN0521'ABOUT 0.9 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0521'STATION AT VANDERBILT, 1 1/2 FEET EAST OF MILEPOST 241, 36 FEET NORTH
 AN0521'OF THE NORTH RAIL OF THE TRACK, 30 FEET SOUTH OF THE NORTH
 AN0521'RIGHT-OF-WAY FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 2
 AN0521'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 AN0521'POST WHICH PROJECTS 4 INCHES.
 AN0521
 AN0521                          STATION RECOVERY (1973)
 AN0521
 AN0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0521'RECOVERED IN GOOD CONDITION.
 AN0521
 AN0521                          STATION RECOVERY (1978)
 AN0521
 AN0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0961 ***********************************************************************
 AJ0961  DESIGNATION -  W 764
 AJ0961  PID         -  AJ0961
 AJ0961  STATE/COUNTY-  TX/ZAPATA
 AJ0961  USGS QUAD   -  ARROYO SALADO EAST (1980)
 AJ0961
 AJ0961                         *CURRENT SURVEY CONTROL
 AJ0961  ___________________________________________________________________
 AJ0961* NAD 83(1986)-  27 14 21.     (N)    099 21 14.     (W)     SCALED    
 AJ0961* NAVD 88     -       117.443  (meters)     385.31   (feet)  ADJUSTED  
 AJ0961  ___________________________________________________________________
 AJ0961  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AJ0961  DYNAMIC HT  -         117.255 (meters)     384.69  (feet)  COMP
 AJ0961  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 AJ0961
 AJ0961  VERT ORDER  -  SECOND    CLASS 0
 AJ0961
 AJ0961.The horizontal coordinates were scaled from a topographic map and have
 AJ0961.an estimated accuracy of +/- 6 seconds.
 AJ0961
 AJ0961.The orthometric height was determined by differential leveling
 AJ0961.and adjusted by the National Geodetic Survey in June 1991..
 AJ0961
 AJ0961.The geoid height was determined by GEOID03.
 AJ0961
 AJ0961.The dynamic height is computed by dividing the NAVD 88
 AJ0961.geopotential number by the normal gravity value computed on the
 AJ0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0961.degrees latitude (g = 980.6199 gals.).
 AJ0961
 AJ0961.The modeled gravity was interpolated from observed gravity values.
 AJ0961
 AJ0961;                    North         East    Units  Estimated Accuracy
 AJ0961;SPC TX S     - 5,174,510.      215,440.      MT  (+/- 180 meters Scaled)
 AJ0961
 AJ0961                          SUPERSEDED SURVEY CONTROL
 AJ0961
 AJ0961  NGVD 29 (??/??/92)  117.532  (m)          385.60   (f) ADJ UNCH    2 0
 AJ0961
 AJ0961.Superseded values are not recommended for survey control.
 AJ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0961.See file dsdata.txt to determine how the superseded data were derived.
 AJ0961
 AJ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR649129(NAD 83)
 AJ0961_MARKER: DB = BENCH MARK DISK
 AJ0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0961_STAMPING: W 764 1943
 AJ0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0961+STABILITY: SURFACE MOTION
 AJ0961
 AJ0961  HISTORY     - Date     Condition        Report By
 AJ0961  HISTORY     - 1943     MONUMENTED       CGS
 AJ0961  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0961
 AJ0961                          STATION DESCRIPTION
 AJ0961
 AJ0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0961'21.5 MI N FROM SAN YGNACIO.
 AJ0961'TO REACH FROM THE CATHOLIC CHURCH AT SAN YGNACIO-- PROCEED 15.4 MILES
 AJ0961'NORTHERLY ALONG U.S. HIGHWAY NO. 83 TO A DIRT SIDE ROAD INTERSECTION
 AJ0961'LEADING EAST, THENCE 1.25 MILES EASTERLY TO A Y ROAD INTERSECTION,
 AJ0961'THENCE CONTINUE 1.45 MILES EASTERLY TO THE RATONEZ RANCH, THENCE 3.4
 AJ0961'MILES SOUTHEASTERLY THROUGH A WIRE GATE AND ALONG A WINDING TRACK ROAD
 AJ0961'TO A CULTIVATED FIELD TO SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AJ0961'NORTHWEST CORNER OF THE FIELD, 12.5 FEET WEST OF AND ABOUT THE SAME
 AJ0961'ELEVATION AS THE CENTERLINE OF A TRACK ROAD AND A GATE.  IT IS 1.5
 AJ0961'FEET SOUTH OF A FENCE, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AJ0961'POST.  MONUMENT PROJECTS 0.4 FOOT.
 AJ0961
 AJ0961                          STATION RECOVERY (1975)
 AJ0961
 AJ0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0020 ***********************************************************************
 AX0020  DESIGNATION -  W 767
 AX0020  PID         -  AX0020
 AX0020  STATE/COUNTY-  TX/AUSTIN
 AX0020  USGS QUAD   -  SEALY (1981)
 AX0020
 AX0020                         *CURRENT SURVEY CONTROL
 AX0020  ___________________________________________________________________
 AX0020* NAD 83(1986)-  29 46 58.     (N)    096 09 44.     (W)     SCALED    
 AX0020* NAVD 88     -        61.999  (meters)     203.41   (feet)  ADJUSTED  
 AX0020  ___________________________________________________________________
 AX0020  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0020  DYNAMIC HT  -          61.913 (meters)     203.13  (feet)  COMP
 AX0020  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 AX0020  OBS GRAVITY -     979,269.7   (mgal)                       GRAV_OBS
 AX0020
 AX0020  VERT ORDER  -  FIRST     CLASS I
 AX0020
 AX0020.The horizontal coordinates were scaled from a topographic map and have
 AX0020.an estimated accuracy of +/- 6 seconds.
 AX0020
 AX0020.The orthometric height was determined by differential leveling
 AX0020.and adjusted by the National Geodetic Survey in June 1991..
 AX0020
 AX0020.The geoid height was determined by GEOID03.
 AX0020
 AX0020.The dynamic height is computed by dividing the NAVD 88
 AX0020.geopotential number by the normal gravity value computed on the
 AX0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0020.degrees latitude (g = 980.6199 gals.).
 AX0020
 AX0020.The modeled gravity was interpolated from observed gravity values.
 AX0020.The observed gravity was obtained from relative gravimeter ties
 AX0020.to the IGSN71 gravity network.
 AX0020
 AX0020;                    North         East    Units  Estimated Accuracy
 AX0020;SPC TXSC     - 4,219,380.      874,350.      MT  (+/- 180 meters Scaled)
 AX0020
 AX0020                          SUPERSEDED SURVEY CONTROL
 AX0020
 AX0020  NGVD 29 (12/23/87)   61.976  (m)          203.33   (f) ADJUSTED    1 1
 AX0020
 AX0020.Superseded values are not recommended for survey control.
 AX0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0020.See file dsdata.txt to determine how the superseded data were derived.
 AX0020
 AX0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT743980(NAD 83)
 AX0020_MARKER: DB = BENCH MARK DISK
 AX0020_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AX0020_SP_SET: FOUNDATION
 AX0020_STAMPING: W 767 1943
 AX0020_MARK LOGO: CGS   
 AX0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0020+STABILITY: SURFACE MOTION
 AX0020
 AX0020  HISTORY     - Date     Condition        Report By
 AX0020  HISTORY     - 1943     MONUMENTED       CGS
 AX0020  HISTORY     - 1973     GOOD             NGS
 AX0020  HISTORY     - 1976     GOOD             NGS
 AX0020  HISTORY     - 1976     GOOD             NGS
 AX0020  HISTORY     - 1978     GOOD             NGS
 AX0020  HISTORY     - 1986     GOOD             NGS
 AX0020  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0020  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0020
 AX0020                          STATION DESCRIPTION
 AX0020
 AX0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0020'0.25 MI W FROM SEALY.
 AX0020'ABOUT 0.25 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0020'CROSSING OF STATE HWY. 36 AT SEALY, ABOUT 100 FEET EAST OF MILE POST
 AX0020'1035, 45.2 FEET WEST OF A TELEPHONE POLE, 16.2 FEET SOUTH OF THE SOUTH
 AX0020'RAIL OF THE MAIN TRACK, ABOUT 0.15 MILE WEST OF HARDEMAN ST., SET IN
 AX0020'THE WEST END OF THE SECOND CONCRETE FOUNDATION SOUTH OF THE MAIN TRACK
 AX0020'FLUSH WITH THE GROUND, AND ABOUT 0.2 FOOT BELOW THE LEVEL OF THE
 AX0020'TRACKS.
 AX0020
 AX0020                          STATION RECOVERY (1976)
 AX0020
 AX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0020'RECOVERED IN GOOD CONDITION.
 AX0020
 AX0020                          STATION RECOVERY (1976)
 AX0020
 AX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0020'RECOVERED IN GOOD CONDITION.
 AX0020
 AX0020                          STATION RECOVERY (1978)
 AX0020
 AX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0020'ADD=FOUNDATION FOUND TO BE COVERED WITH ABOUT 8 INCHES OF DIRT, 57
 AX0020'FEET WEST OF THE NORTHWEST CORNER OF A 15X20 FOOT RAILROAD
 AX0020'CONCRETE FOUNDATION WHICH IS NOW USED FOR RAILROAD IRON
 AX0020'STORAGE, 1.0 FOOT SOUTH OF NEW WITNESS POST.  0.8 FOOT UNDERGROUND.
 AX0020
 AX0020                          STATION RECOVERY (1986)
 AX0020
 AX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0020'RECOVERED IN GOOD CONDITION.
 AX0020
 AX0020                          STATION RECOVERY (1991)
 AX0020
 AX0020'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0020'MARK NOT FOUND.
 AX0020
 AX0020                          STATION RECOVERY (1999)
 AX0020
 AX0020'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0319 ***********************************************************************
 BN0319  DESIGNATION -  W 77
 BN0319  PID         -  BN0319
 BN0319  STATE/COUNTY-  TX/KIMBLE
 BN0319  USGS QUAD   -  BAILEY CREEK (1987)
 BN0319
 BN0319                         *CURRENT SURVEY CONTROL
 BN0319  ___________________________________________________________________
 BN0319* NAD 83(1986)-  30 23 31.     (N)    099 53 16.     (W)     SCALED    
 BN0319* NAVD 88     -       550.475  (meters)    1806.02   (feet)  ADJUSTED  
 BN0319  ___________________________________________________________________
 BN0319  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 BN0319  DYNAMIC HT  -         549.692 (meters)    1803.45  (feet)  COMP
 BN0319  MODELED GRAV-     979,201.1   (mgal)                       NAVD 88
 BN0319
 BN0319  VERT ORDER  -  FIRST     CLASS II
 BN0319
 BN0319.The horizontal coordinates were scaled from a topographic map and have
 BN0319.an estimated accuracy of +/- 6 seconds.
 BN0319
 BN0319.The orthometric height was determined by differential leveling
 BN0319.and adjusted by the National Geodetic Survey in June 1991..
 BN0319
 BN0319.The geoid height was determined by GEOID03.
 BN0319
 BN0319.The dynamic height is computed by dividing the NAVD 88
 BN0319.geopotential number by the normal gravity value computed on the
 BN0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0319.degrees latitude (g = 980.6199 gals.).
 BN0319
 BN0319.The modeled gravity was interpolated from observed gravity values.
 BN0319
 BN0319;                    North         East    Units  Estimated Accuracy
 BN0319;SPC TX C     - 3,080,490.      742,820.      MT  (+/- 180 meters Scaled)
 BN0319
 BN0319                          SUPERSEDED SURVEY CONTROL
 BN0319
 BN0319  NGVD 29 (??/??/92)  550.430  (m)         1805.87   (f) ADJ UNCH    1 2
 BN0319
 BN0319.Superseded values are not recommended for survey control.
 BN0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0319.See file dsdata.txt to determine how the superseded data were derived.
 BN0319
 BN0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU147625(NAD 83)
 BN0319_MARKER: DB = BENCH MARK DISK
 BN0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0319_STAMPING: 1805.869 W 77 1931
 BN0319_MARK LOGO: CGS   
 BN0319_PROJECTION: FLUSH
 BN0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0319+STABILITY: SURFACE MOTION
 BN0319
 BN0319  HISTORY     - Date     Condition        Report By
 BN0319  HISTORY     - 1931     MONUMENTED       CGS
 BN0319  HISTORY     - 1974     GOOD             USGS
 BN0319  HISTORY     - 1982     GOOD             NGS
 BN0319  HISTORY     - 19981121 GOOD             USPSQD
 BN0319
 BN0319                          STATION DESCRIPTION
 BN0319
 BN0319'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 BN0319'4.8 MI NE FROM TELEGRAPH.
 BN0319'TELEGRAPH, 4.7 MI. NE ALONG U.S. HWY. 377 TO ENTRANCE TO HILL TERRACE
 BN0319'RANCH.  ABOUT 300 FT. S. OF ENTRANCE.  ABOUT 80 FT. EAST OF THE MAIN
 BN0319'RANCH HOUSE.  6 FT. NE OF LONE CEDAR TREE.  A STANDARD BRONZE DISK
 BN0319'STAMPED 1805.869 W 77 1931 SET IN TOP OF A SQUARE CONCRETE POST FLUSH
 BN0319'WITH THE GROUND.
 BN0319
 BN0319                          STATION RECOVERY (1982)
 BN0319
 BN0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0319'17.2 KM (10.7 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0319'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT THE HILL
 BN0319'TERRACE COMMUNITY, 65.5 METERS (214.9 FT) SOUTHEAST OF THE CENTERLINE
 BN0319'OF THE HIGHWAY, 14.9 METERS (48.9 FT) EAST OF A UTILITY POLE, 14.0
 BN0319'METERS (45.9 FT) SOUTHEAST OF A ROCK WALL, 5.8 METERS (19.0 FT)
 BN0319'NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD AND 1.7 METERS (5.6 FT)
 BN0319'NORTHEAST OF AN 18-INCH TREE STUMP.
 BN0319'THE MARK IS 5.0 M BELOW THE HIGHWAY.
 BN0319
 BN0319                          STATION RECOVERY (1998)
 BN0319
 BN0319'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0378 ***********************************************************************
 AE0378  DESIGNATION -  W 770
 AE0378  PID         -  AE0378
 AE0378  STATE/COUNTY-  TX/HIDALGO
 AE0378  USGS QUAD   -  MISSION (1983)
 AE0378
 AE0378                         *CURRENT SURVEY CONTROL
 AE0378  ___________________________________________________________________
 AE0378* NAD 83(1986)-  26 13 16.     (N)    098 22 11.     (W)     SCALED    
 AE0378* NAVD 88     -        40.119  (meters)     131.62   (feet)  ADJUSTED  
 AE0378  ___________________________________________________________________
 AE0378  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0378  DYNAMIC HT  -          40.053 (meters)     131.41  (feet)  COMP
 AE0378  MODELED GRAV-     978,992.4   (mgal)                       NAVD 88
 AE0378
 AE0378  VERT ORDER  -  FIRST     CLASS II
 AE0378
 AE0378.The horizontal coordinates were scaled from a topographic map and have
 AE0378.an estimated accuracy of +/- 6 seconds.
 AE0378
 AE0378.The orthometric height was determined by differential leveling
 AE0378.and adjusted by the National Geodetic Survey in June 1991..
 AE0378.WARNING-Repeat measurements at this control monument indicate possible
 AE0378.vertical movement.
 AE0378
 AE0378.The geoid height was determined by GEOID03.
 AE0378
 AE0378.The dynamic height is computed by dividing the NAVD 88
 AE0378.geopotential number by the normal gravity value computed on the
 AE0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0378.degrees latitude (g = 980.6199 gals.).
 AE0378
 AE0378.The modeled gravity was interpolated from observed gravity values.
 AE0378
 AE0378;                    North         East    Units  Estimated Accuracy
 AE0378;SPC TX S     - 5,061,440.      313,020.      MT  (+/- 180 meters Scaled)
 AE0378
 AE0378                          SUPERSEDED SURVEY CONTROL
 AE0378
 AE0378.No superseded survey control is available for this station.
 AE0378
 AE0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ629003(NAD 83)
 AE0378_MARKER: DB = BENCH MARK DISK
 AE0378_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE0378_SP_SET: CULVERT HEADWALL
 AE0378_STAMPING: W 770 1942
 AE0378_MARK LOGO: CGS   
 AE0378_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0378+STABILITY: SURFACE MOTION
 AE0378
 AE0378  HISTORY     - Date     Condition        Report By
 AE0378  HISTORY     - 1942     MONUMENTED       CGS
 AE0378  HISTORY     - 1943     GOOD             CGS
 AE0378  HISTORY     - 1958     GOOD             NGS
 AE0378  HISTORY     - 1981     GOOD             NGS
 AE0378  HISTORY     - 1987     GOOD             USPSQD
 AE0378  HISTORY     - 19920409 GOOD             USPSQD
 AE0378
 AE0378                          STATION DESCRIPTION
 AE0378
 AE0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0378'2.95 MI W FROM MISSION.
 AE0378'TO REACH FROM THE MISSOURI PACIFIC RAILROAD PASSENGER STATION AT
 AE0378'MISSION, PROCEED 2.95 MILES WESTERLY ALONG THE TRACK TO A DIRT GRADE
 AE0378'CROSSING AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 AE0378'THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 2.0 FOOT CONCRETE
 AE0378'PIPE CULVERT UNDER U.S. HIGHWAY NO. 83.  IT IS 0.25 MILE EAST OF MILE
 AE0378'POST NO. A 43, 106.0 FEET NORTHWEST OF THE CENTERLINE OF THE CROSSING,
 AE0378'56.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE
 AE0378'TRACK, 23.6 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF
 AE0378'HIGHWAY.
 AE0378
 AE0378                          STATION RECOVERY (1943)
 AE0378
 AE0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0378'RECOVERED IN GOOD CONDITION.
 AE0378
 AE0378                          STATION RECOVERY (1958)
 AE0378
 AE0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AE0378'RECOVERED IN GOOD CONDITION.
 AE0378
 AE0378                          STATION RECOVERY (1981)
 AE0378
 AE0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0378'2.6 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE0378'OF FARM ROAD 107 NORTH AT MISSION, THENCE 2.1 KM (1.3 MI) WEST ALONG
 AE0378'LOOP 374, AT A DIRT ROAD LEADING SOUTH, SET IN THE TOP AT THE EAST END
 AE0378'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY
 AE0378'7.3 METERS (24.0 FT) SOUTH OF THE CENTER OF THE LOOP, 29.0 METERS
 AE0378'(95.0 FT) WEST OF THE CENTER OF THE ROAD, 16.5 METERS (54.0 FT) NORTH
 AE0378'OF THE NORTH RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS, AND
 AE0378'302.1 METERS (992.0 FT) EAST SOUTHEAST OF THE CENTER OF FARM ROAD
 AE0378'2062.
 AE0378
 AE0378                          STATION RECOVERY (1987)
 AE0378
 AE0378'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0378'RECOVERED IN GOOD CONDITION.
 AE0378
 AE0378                          STATION RECOVERY (1992)
 AE0378
 AE0378'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1673 ***********************************************************************
 AE1673  DESIGNATION -  W 770 RESET
 AE1673  PID         -  AE1673
 AE1673  STATE/COUNTY-  TX/HIDALGO
 AE1673  USGS QUAD   -  MISSION (1983)
 AE1673
 AE1673                         *CURRENT SURVEY CONTROL
 AE1673  ___________________________________________________________________
 AE1673* NAD 83(1986)-  26 13 16.     (N)    098 22 11.     (W)     SCALED    
 AE1673* NAVD 88     -        40.11   (meters)     131.6    (feet)  RESET     
 AE1673  ___________________________________________________________________
 AE1673  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE1673
 AE1673  VERT ORDER  -  THIRD
 AE1673
 AE1673.The horizontal coordinates were scaled from a topographic map and have
 AE1673.an estimated accuracy of +/- 6 seconds.
 AE1673
 AE1673.The orthometric height was computed from unverified reset data.
 AE1673
 AE1673.The geoid height was determined by GEOID03.
 AE1673
 AE1673;                    North         East    Units  Estimated Accuracy
 AE1673;SPC TX S     - 5,061,440.      313,020.      MT  (+/- 180 meters Scaled)
 AE1673
 AE1673                          SUPERSEDED SURVEY CONTROL
 AE1673
 AE1673.No superseded survey control is available for this station.
 AE1673
 AE1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ629003(NAD 83)
 AE1673_MARKER: DB = BENCH MARK DISK
 AE1673_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1673_SP_SET: HEADWALL
 AE1673_MARK LOGO: NONE  
 AE1673_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1673+STABILITY: SURFACE MOTION
 AE1673
 AE1673  HISTORY     - Date     Condition        Report By
 AE1673  HISTORY     - 1986     MONUMENTED       TXHD
 AE1673
 AE1673                          STATION DESCRIPTION
 AE1673
 AE1673'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 AE1673'DRIVE WEST ON LP 374 (BUSINESS 83) FOR 1.332 MILES (2.144 KM) FROM
 AE1673'INTERSECTION OF LP 374 WITH US 83 EXPRESSWAY, TO AN 18 INCH RCP
 AE1673'CULVERT, MARK WAS MOVED TO 27 FEET (8.2 M) 4 INCHES LEFT FROM THE
 AE1673'CENTERLINE (SOUTH SIDE) OF CULVERT.  THE DISK HAS NO STAMPING,
 AE1673'POSSIBLE THE OLD DISK WAS USED WITHOUT STAMPING RESET ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1138 ***********************************************************************
 AE1138  DESIGNATION -  W 771
 AE1138  PID         -  AE1138
 AE1138  STATE/COUNTY-  TX/ZAPATA
 AE1138  USGS QUAD   -  LOPENO (1965)
 AE1138
 AE1138                         *CURRENT SURVEY CONTROL
 AE1138  ___________________________________________________________________
 AE1138* NAD 83(1986)-  26 42 53.     (N)    099 01 17.     (W)     SCALED    
 AE1138* NAVD 88     -       145.309  (meters)     476.73   (feet)  ADJUSTED  
 AE1138  ___________________________________________________________________
 AE1138  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AE1138  DYNAMIC HT  -         145.072 (meters)     475.96  (feet)  COMP
 AE1138  MODELED GRAV-     979,018.6   (mgal)                       NAVD 88
 AE1138
 AE1138  VERT ORDER  -  SECOND    CLASS 0
 AE1138
 AE1138.The horizontal coordinates were scaled from a topographic map and have
 AE1138.an estimated accuracy of +/- 6 seconds.
 AE1138
 AE1138.The orthometric height was determined by differential leveling
 AE1138.and adjusted by the National Geodetic Survey in June 1991..
 AE1138
 AE1138.The geoid height was determined by GEOID03.
 AE1138
 AE1138.The dynamic height is computed by dividing the NAVD 88
 AE1138.geopotential number by the normal gravity value computed on the
 AE1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1138.degrees latitude (g = 980.6199 gals.).
 AE1138
 AE1138.The modeled gravity was interpolated from observed gravity values.
 AE1138
 AE1138;                    North         East    Units  Estimated Accuracy
 AE1138;SPC TX S     - 5,116,220.      248,130.      MT  (+/- 180 meters Scaled)
 AE1138
 AE1138                          SUPERSEDED SURVEY CONTROL
 AE1138
 AE1138  NGVD 29 (??/??/92)  145.365  (m)          476.92   (f) ADJ UNCH    2 0
 AE1138
 AE1138.Superseded values are not recommended for survey control.
 AE1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1138.See file dsdata.txt to determine how the superseded data were derived.
 AE1138
 AE1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ978548(NAD 83)
 AE1138_MARKER: DB = BENCH MARK DISK
 AE1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1138_STAMPING: W 771 1942
 AE1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1138+STABILITY: SURFACE MOTION
 AE1138
 AE1138  HISTORY     - Date     Condition        Report By
 AE1138  HISTORY     - 1942     MONUMENTED       CGS
 AE1138  HISTORY     - 1965     GOOD             USGS
 AE1138
 AE1138                          STATION DESCRIPTION
 AE1138
 AE1138'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE1138'12.0 MI NE FROM FALCON.
 AE1138'4.4 MI. SOUTH ALONG U.S. HWY 83 FROM THE POST OFFICE AT LOPENO. THENCE
 AE1138'6.4 MI. NE ALONG A GRADED GRAVEL RD (COUNTY RD).  THENCE 0.9 MI. N
 AE1138'ALONG A WINDING RD. 0.8 MI. S. OF THE BX FEDERAL RANCH HOUSE. 300 FT.
 AE1138'N OF A RD FORK LEADING TO A DAM TO THE S.  13 FT W. OF THE CENTER LINE
 AE1138'OF THE RD AND 0.3 FT HIGHER THAN THE RD.  A USC AND GS STANDARD DISK,
 AE1138'STAMPED W 771 1942, SET IN CONCRETE POST PROJECTING 0.5 FT ABOVE THE
 AE1138'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1001 ***********************************************************************
 AE1001  DESIGNATION -  W 772
 AE1001  PID         -  AE1001
 AE1001  STATE/COUNTY-  TX/STARR
 AE1001  USGS QUAD   -  SALINENO (1980)
 AE1001
 AE1001                         *CURRENT SURVEY CONTROL
 AE1001  ___________________________________________________________________
 AE1001* NAD 83(1986)-  26 30 31.     (N)    099 04 53.     (W)     SCALED    
 AE1001* NAVD 88     -        87.981  (meters)     288.65   (feet)  ADJUSTED  
 AE1001  ___________________________________________________________________
 AE1001  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AE1001  DYNAMIC HT  -          87.837 (meters)     288.18  (feet)  COMP
 AE1001  MODELED GRAV-     979,015.6   (mgal)                       NAVD 88
 AE1001
 AE1001  VERT ORDER  -  FIRST     CLASS II
 AE1001
 AE1001.The horizontal coordinates were scaled from a topographic map and have
 AE1001.an estimated accuracy of +/- 6 seconds.
 AE1001
 AE1001.The orthometric height was determined by differential leveling
 AE1001.and adjusted by the National Geodetic Survey in June 1991..
 AE1001.WARNING-Repeat measurements at this control monument indicate possible
 AE1001.vertical movement.
 AE1001
 AE1001.The geoid height was determined by GEOID03.
 AE1001
 AE1001.The dynamic height is computed by dividing the NAVD 88
 AE1001.geopotential number by the normal gravity value computed on the
 AE1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1001.degrees latitude (g = 980.6199 gals.).
 AE1001
 AE1001.The modeled gravity was interpolated from observed gravity values.
 AE1001
 AE1001;                    North         East    Units  Estimated Accuracy
 AE1001;SPC TX S     - 5,093,420.      242,050.      MT  (+/- 180 meters Scaled)
 AE1001
 AE1001                          SUPERSEDED SURVEY CONTROL
 AE1001
 AE1001  NGVD 29 (??/??/92)   88.014  (m)          288.76   (f) ADJ UNCH    1 2
 AE1001
 AE1001.Superseded values are not recommended for survey control.
 AE1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1001.See file dsdata.txt to determine how the superseded data were derived.
 AE1001
 AE1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ918320(NAD 83)
 AE1001_MARKER: DB = BENCH MARK DISK
 AE1001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1001_SP_SET: CULVERT
 AE1001_STAMPING: W 772 1942
 AE1001_MARK LOGO: CGS   
 AE1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1001
 AE1001  HISTORY     - Date     Condition        Report By
 AE1001  HISTORY     - 1942     MONUMENTED       CGS
 AE1001  HISTORY     - 1956     GOOD             NGS
 AE1001  HISTORY     - 1981     GOOD             NGS
 AE1001
 AE1001                          STATION DESCRIPTION
 AE1001
 AE1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1001'8.4 MI NW FROM ROMA.
 AE1001'8.4 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE1001'ROMA, 0.15 MILE NORTHWEST OF A JUNCTION WITH A ROAD LEADING SOUTHWEST,
 AE1001'17 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 AE1001'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
 AE1001
 AE1001                          STATION RECOVERY (1981)
 AE1001
 AE1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0789 ***********************************************************************
 AB0789  DESIGNATION -  W 773
 AB0789  PID         -  AB0789
 AB0789  STATE/COUNTY-  TX/HIDALGO
 AB0789  USGS QUAD   -  MERCEDES (1983)
 AB0789
 AB0789                         *CURRENT SURVEY CONTROL
 AB0789  ___________________________________________________________________
 AB0789* NAD 83(1986)-  26 09 06.     (N)    097 56 52.     (W)     SCALED    
 AB0789* NAVD 88     -        19.836  (meters)      65.08   (feet)  ADJUSTED  
 AB0789  ___________________________________________________________________
 AB0789  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AB0789  DYNAMIC HT  -          19.804 (meters)      64.97  (feet)  COMP
 AB0789  MODELED GRAV-     979,011.4   (mgal)                       NAVD 88
 AB0789
 AB0789  VERT ORDER  -  FIRST     CLASS II
 AB0789
 AB0789.The horizontal coordinates were scaled from a topographic map and have
 AB0789.an estimated accuracy of +/- 6 seconds.
 AB0789
 AB0789.The orthometric height was determined by differential leveling
 AB0789.and adjusted by the National Geodetic Survey in June 1991..
 AB0789.WARNING-Repeat measurements at this control monument indicate possible
 AB0789.vertical movement.
 AB0789
 AB0789.The geoid height was determined by GEOID03.
 AB0789
 AB0789.The dynamic height is computed by dividing the NAVD 88
 AB0789.geopotential number by the normal gravity value computed on the
 AB0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0789.degrees latitude (g = 980.6199 gals.).
 AB0789
 AB0789.The modeled gravity was interpolated from observed gravity values.
 AB0789
 AB0789;                    North         East    Units  Estimated Accuracy
 AB0789;SPC TX S     - 5,053,860.      355,220.      MT  (+/- 180 meters Scaled)
 AB0789
 AB0789                          SUPERSEDED SURVEY CONTROL
 AB0789
 AB0789.No superseded survey control is available for this station.
 AB0789
 AB0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP051929(NAD 83)
 AB0789_MARKER: DB = BENCH MARK DISK
 AB0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0789_SP_SET: CULVERT
 AB0789_STAMPING: W 773 1942
 AB0789_MARK LOGO: CGS   
 AB0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0789
 AB0789  HISTORY     - Date     Condition        Report By
 AB0789  HISTORY     - 1942     MONUMENTED       CGS
 AB0789  HISTORY     - 1943     GOOD             NGS
 AB0789  HISTORY     - 1981     GOOD             NGS
 AB0789  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0789  HISTORY     - 1988     GOOD             USPSQD
 AB0789
 AB0789                          STATION DESCRIPTION
 AB0789
 AB0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0789'2.0 MI W FROM MERCEDES.
 AB0789'BENCH MARK IS ABOUT 2.0 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AB0789'RAILROAD FROM THE STATION AT MERCEDES.  IT IS ABOUT 96.0 FEET SOUTH OF
 AB0789'THE CENTERLINE OF THE TRACKS, 24.5 FEET SOUTH OF THE CENTERLINE OF
 AB0789'U.S. HIGHWAY NO. 83 AND ACROSS THE TRACK AND HIGHWAY FROM MILE POLE
 AB0789'NO. A-16.  IT IS SET HORIZONTALLY IN THE SOUTHEAST WINGWALL OF A
 AB0789'CONCRETE CULVERT UNDER THE HIGHWAY.  A DISK SET IN CONCRETE WINGWALL.
 AB0789
 AB0789                          STATION RECOVERY (1981)
 AB0789
 AB0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0789'3.5 KM (2.2 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB0789'OF FARM ROAD 491 NORTH IN MERCEDES, SET IN THE TOP OF THE SOUTHEAST
 AB0789'WINGWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 7.5 KM (24.5 FT)
 AB0789'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 29.3 METERS (96.0 FT) SOUTH OF
 AB0789'THE SOUTH RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS.
 AB0789
 AB0789                          STATION RECOVERY (1987)
 AB0789
 AB0789'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0789'MARK NOT FOUND.
 AB0789
 AB0789                          STATION RECOVERY (1988)
 AB0789
 AB0789'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0868 ***********************************************************************
 AE0868  DESIGNATION -  W 774
 AE0868  PID         -  AE0868
 AE0868  STATE/COUNTY-  TX/JIM HOGG
 AE0868  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0868
 AE0868                         *CURRENT SURVEY CONTROL
 AE0868  ___________________________________________________________________
 AE0868* NAD 83(1986)-  26 47 31.     (N)    098 36 52.     (W)     SCALED    
 AE0868* NAVD 88     -       133.832  (meters)     439.08   (feet)  ADJUSTED  
 AE0868  ___________________________________________________________________
 AE0868  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AE0868  DYNAMIC HT  -         133.613 (meters)     438.36  (feet)  COMP
 AE0868  MODELED GRAV-     979,009.0   (mgal)                       NAVD 88
 AE0868
 AE0868  VERT ORDER  -  SECOND    CLASS 0
 AE0868
 AE0868.The horizontal coordinates were scaled from a topographic map and have
 AE0868.an estimated accuracy of +/- 6 seconds.
 AE0868
 AE0868.The orthometric height was determined by differential leveling
 AE0868.and adjusted by the National Geodetic Survey in June 1991..
 AE0868
 AE0868.The geoid height was determined by GEOID03.
 AE0868
 AE0868.The dynamic height is computed by dividing the NAVD 88
 AE0868.geopotential number by the normal gravity value computed on the
 AE0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0868.degrees latitude (g = 980.6199 gals.).
 AE0868
 AE0868.The modeled gravity was interpolated from observed gravity values.
 AE0868
 AE0868;                    North         East    Units  Estimated Accuracy
 AE0868;SPC TX S     - 5,124,680.      288,620.      MT  (+/- 180 meters Scaled)
 AE0868
 AE0868                          SUPERSEDED SURVEY CONTROL
 AE0868
 AE0868  NGVD 29 (??/??/92)  133.885  (m)          439.25   (f) ADJ UNCH    2 0
 AE0868
 AE0868.Superseded values are not recommended for survey control.
 AE0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0868.See file dsdata.txt to determine how the superseded data were derived.
 AE0868
 AE0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ383634(NAD 83)
 AE0868_MARKER: DB = BENCH MARK DISK
 AE0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0868_STAMPING: W 774 1942
 AE0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0868+STABILITY: SURFACE MOTION
 AE0868
 AE0868  HISTORY     - Date     Condition        Report By
 AE0868  HISTORY     - 1942     MONUMENTED       CGS
 AE0868  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0868
 AE0868                          STATION DESCRIPTION
 AE0868
 AE0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0868'1.0 MI E FROM RANCHO VIEJO.
 AE0868'TO REACH FROM A MEXICAN SETTLEMENT CALLED RANCHO VIEJO (ABOUT MIDWAY
 AE0868'BETWEEN RIO GRANDE CITY AND HEBBRONVILLE), PROCEED 1.0 MILE EASTERLY
 AE0868'ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE
 AE0868'EAST OF THE INTERSECTION OF A TRACK ROAD LEADING SOUTHEAST.  IT IS
 AE0868'25.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0868'THE ROAD.  MONUMENT IS 2.2 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0868'POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AE0868
 AE0868                          STATION RECOVERY (1972)
 AE0868
 AE0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0800 ***********************************************************************
 AJ0800  DESIGNATION -  W 775
 AJ0800  PID         -  AJ0800
 AJ0800  STATE/COUNTY-  TX/ZAPATA
 AJ0800  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0800
 AJ0800                         *CURRENT SURVEY CONTROL
 AJ0800  ___________________________________________________________________
 AJ0800* NAD 83(1986)-  27 03 15.     (N)    099 26 13.     (W)     SCALED    
 AJ0800* NAVD 88     -        98.555  (meters)     323.34   (feet)  ADJUSTED  
 AJ0800  ___________________________________________________________________
 AJ0800  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AJ0800  DYNAMIC HT  -          98.397 (meters)     322.82  (feet)  COMP
 AJ0800  MODELED GRAV-     979,042.9   (mgal)                       NAVD 88
 AJ0800
 AJ0800  VERT ORDER  -  FIRST     CLASS II
 AJ0800
 AJ0800.The horizontal coordinates were scaled from a topographic map and have
 AJ0800.an estimated accuracy of +/- 6 seconds.
 AJ0800
 AJ0800.The orthometric height was determined by differential leveling
 AJ0800.and adjusted by the National Geodetic Survey in June 1991..
 AJ0800
 AJ0800.The geoid height was determined by GEOID03.
 AJ0800
 AJ0800.The dynamic height is computed by dividing the NAVD 88
 AJ0800.geopotential number by the normal gravity value computed on the
 AJ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0800.degrees latitude (g = 980.6199 gals.).
 AJ0800
 AJ0800.The modeled gravity was interpolated from observed gravity values.
 AJ0800
 AJ0800;                    North         East    Units  Estimated Accuracy
 AJ0800;SPC TX S     - 5,154,070.      207,060.      MT  (+/- 180 meters Scaled)
 AJ0800
 AJ0800                          SUPERSEDED SURVEY CONTROL
 AJ0800
 AJ0800  NGVD 29 (??/??/92)   98.614  (m)          323.54   (f) ADJ UNCH    1 2
 AJ0800
 AJ0800.Superseded values are not recommended for survey control.
 AJ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0800.See file dsdata.txt to determine how the superseded data were derived.
 AJ0800
 AJ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ566925(NAD 83)
 AJ0800_MARKER: DB = BENCH MARK DISK
 AJ0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0800_STAMPING: W 775 1943
 AJ0800_MARK LOGO: CGS   
 AJ0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0800+STABILITY: SURFACE MOTION
 AJ0800
 AJ0800  HISTORY     - Date     Condition        Report By
 AJ0800  HISTORY     - 1943     MONUMENTED       CGS
 AJ0800  HISTORY     - 1956     GOOD             NGS
 AJ0800  HISTORY     - 1981     GOOD             NGS
 AJ0800  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0800
 AJ0800                          STATION DESCRIPTION
 AJ0800
 AJ0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AJ0800'0.9 MI NE FROM SAN YGNACIO.
 AJ0800'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0800'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 0.5 MILE NORTH ALONG U.S.
 AJ0800'HIGHWAY 83, 55 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 AJ0800'WEST OF A POWER POLE, 13 FEET SOUTH OF THE CENTERLINE OF A PRIVATE
 AJ0800'ROAD LEADING EAST, 9 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A
 AJ0800'WITNESS POST, SET IN THE TOP OF A CONCETE POST WHICH PROJECTS 0.1 FOOT
 AJ0800'ABOVE THE GROUND.
 AJ0800
 AJ0800                          STATION RECOVERY (1981)
 AJ0800
 AJ0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0800'RECOVERED IN GOOD CONDITION.
 AJ0800
 AJ0800                          STATION RECOVERY (1988)
 AJ0800
 AJ0800'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0123 ***********************************************************************
 AB0123  DESIGNATION -  W 776 IBC
 AB0123  PID         -  AB0123
 AB0123  STATE/COUNTY-  TX/CAMERON
 AB0123  USGS QUAD   -  SOUTHMOST (1955)
 AB0123
 AB0123                         *CURRENT SURVEY CONTROL
 AB0123  ___________________________________________________________________
 AB0123* NAD 83(1986)-  25 51 41.     (N)    097 22 34.     (W)     SCALED    
 AB0123* NAVD 88     -         7.525  (meters)      24.69   (feet)  ADJUSTED  
 AB0123  ___________________________________________________________________
 AB0123  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 AB0123  DYNAMIC HT  -           7.513 (meters)      24.65  (feet)  COMP
 AB0123  MODELED GRAV-     979,038.0   (mgal)                       NAVD 88
 AB0123
 AB0123  VERT ORDER  -  SECOND    CLASS 0
 AB0123
 AB0123.The horizontal coordinates were scaled from a topographic map and have
 AB0123.an estimated accuracy of +/- 6 seconds.
 AB0123
 AB0123.The orthometric height was determined by differential leveling
 AB0123.and adjusted by the National Geodetic Survey in June 1991..
 AB0123
 AB0123.The geoid height was determined by GEOID03.
 AB0123
 AB0123.The dynamic height is computed by dividing the NAVD 88
 AB0123.geopotential number by the normal gravity value computed on the
 AB0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0123.degrees latitude (g = 980.6199 gals.).
 AB0123
 AB0123.The modeled gravity was interpolated from observed gravity values.
 AB0123
 AB0123;                    North         East    Units  Estimated Accuracy
 AB0123;SPC TX S     - 5,022,080.      412,660.      MT  (+/- 180 meters Scaled)
 AB0123
 AB0123                          SUPERSEDED SURVEY CONTROL
 AB0123
 AB0123  NGVD 29 (??/??/92)    7.618  (m)           24.99   (f) ADJ UNCH    2 0
 AB0123
 AB0123.Superseded values are not recommended for survey control.
 AB0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0123.See file dsdata.txt to determine how the superseded data were derived.
 AB0123
 AB0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP627613(NAD 83)
 AB0123_MARKER: DD = SURVEY DISK
 AB0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0123_SP_SET: MONUMENT
 AB0123_STAMPING: W 776 1942
 AB0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0123
 AB0123  HISTORY     - Date     Condition        Report By
 AB0123  HISTORY     - 1942     MONUMENTED       IBC
 AB0123  HISTORY     - 1950     GOOD             NGS
 AB0123
 AB0123                          STATION DESCRIPTION
 AB0123
 AB0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0123'10.1 MI SE FROM BROWNSVILLE.
 AB0123'FROM THE N. END OF THE GATEWAY BRIDGE IN BROWNSVILLE, GO NE. ON STATE
 AB0123'HIGHWAY 4 (E 14TH STREET) FOR 1.4 MILES TO THE INTERSECTION OF
 AB0123'SOUTHMOST ROAD, TURN SE. (RIGHT) ON SOUTHMOST ROAD AND GO 7.5 MILES TO
 AB0123'END OF PAVEMENT, CONTINUE SOUTHERLY ON GRADED DIRT ROAD FOR 0.2 MILE
 AB0123'TO T ROAD E., TURN E. (LEFT) ON GRADED DIRT ROAD AND GO 0.9 MILE TO
 AB0123'FENCE LINE AND LEVEE, CONTINUE E., ON FOOT, FROM TOP OF LEVEE 217 FT.
 AB0123'ON FIELD ROAD, TURN 90 DEG S. ACROSS CULTIVATED FIELD 129 FT. TO SITE
 AB0123'OF MARK.  BENCH MARK IS ON EDGE OF FIELD, 37 FT. N. OF THE N. BANK OF
 AB0123'AN E-W LEVEE, AND 167 FT. E. OF A N-S DITCH.  AN IBC DISK SET IN A
 AB0123'CONCRETE MONUMENT 12 INCHES SQUARE AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0604 ***********************************************************************
 AJ0604  DESIGNATION -  W 777
 AJ0604  PID         -  AJ0604
 AJ0604  STATE/COUNTY-  TX/JIM HOGG
 AJ0604  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0604
 AJ0604                         *CURRENT SURVEY CONTROL
 AJ0604  ___________________________________________________________________
 AJ0604* NAD 83(1986)-  27 04 23.     (N)    098 51 09.     (W)     SCALED    
 AJ0604* NAVD 88     -       230.302  (meters)     755.58   (feet)  ADJUSTED  
 AJ0604  ___________________________________________________________________
 AJ0604  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AJ0604  DYNAMIC HT  -         229.926 (meters)     754.35  (feet)  COMP
 AJ0604  MODELED GRAV-     979,010.3   (mgal)                       NAVD 88
 AJ0604
 AJ0604  VERT ORDER  -  SECOND    CLASS 0
 AJ0604
 AJ0604.The horizontal coordinates were scaled from a topographic map and have
 AJ0604.an estimated accuracy of +/- 6 seconds.
 AJ0604
 AJ0604.The orthometric height was determined by differential leveling
 AJ0604.and adjusted by the National Geodetic Survey in June 1991..
 AJ0604
 AJ0604.The geoid height was determined by GEOID03.
 AJ0604
 AJ0604.The dynamic height is computed by dividing the NAVD 88
 AJ0604.geopotential number by the normal gravity value computed on the
 AJ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0604.degrees latitude (g = 980.6199 gals.).
 AJ0604
 AJ0604.The modeled gravity was interpolated from observed gravity values.
 AJ0604
 AJ0604;                    North         East    Units  Estimated Accuracy
 AJ0604;SPC TX S     - 5,155,870.      265,040.      MT  (+/- 180 meters Scaled)
 AJ0604
 AJ0604                          SUPERSEDED SURVEY CONTROL
 AJ0604
 AJ0604  NGVD 29 (??/??/92)  230.309  (m)          755.61   (f) ADJ UNCH    2 0
 AJ0604
 AJ0604.Superseded values are not recommended for survey control.
 AJ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0604.See file dsdata.txt to determine how the superseded data were derived.
 AJ0604
 AJ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ146945(NAD 83)
 AJ0604_MARKER: DB = BENCH MARK DISK
 AJ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0604_STAMPING: W 777 1942
 AJ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0604+STABILITY: SURFACE MOTION
 AJ0604
 AJ0604  HISTORY     - Date     Condition        Report By
 AJ0604  HISTORY     - 1942     MONUMENTED       CGS
 AJ0604  HISTORY     - 1968     MARK NOT FOUND   NGS
 AJ0604
 AJ0604                          STATION DESCRIPTION
 AJ0604
 AJ0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AJ0604'21.7 MI SW FROM HEBBRONVILLE.
 AJ0604'ABOUT 21.7 MILES SOUTHWEST ALONG THE ZAPATA ROAD (FARM-TO-MARKET ROAD
 AJ0604'496) FROM THE JUNCTION OF STATE HIGHWAY 285 AT HEBBRONVILLE, JIM HOGG
 AJ0604'COUNTY, 0.1 MILE EAST OF A ROAD LEADING TO A RANCH HOUSE 1/4 MILE
 AJ0604'SOUTH OF THE ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD,
 AJ0604'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A WHITE
 AJ0604'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED X 777 1942 AND SET IN
 AJ0604'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE--
 AJ0604'IT IS BELIEVED THE MARK HAS BEEN DESTROYED.  THE FENCE LINE IS GONE.
 AJ0604'ROAD HAS BEEN WIDENED.  THE SITE IS NOW THE BARROW DITCH OF THE
 AJ0604'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0651 ***********************************************************************
 AJ0651  DESIGNATION -  W 778
 AJ0651  PID         -  AJ0651
 AJ0651  STATE/COUNTY-  TX/JIM HOGG
 AJ0651  USGS QUAD   -  RANDADO (1972)
 AJ0651
 AJ0651                         *CURRENT SURVEY CONTROL
 AJ0651  ___________________________________________________________________
 AJ0651* NAD 83(1986)-  27 04 57.     (N)    098 54 51.     (W)     SCALED    
 AJ0651* NAVD 88     -       185.437  (meters)     608.39   (feet)  POSTED    
 AJ0651  ___________________________________________________________________
 AJ0651  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AJ0651  DYNAMIC HT  -         185.140 (meters)     607.41  (feet)  COMP
 AJ0651  MODELED GRAV-     979,019.5   (mgal)                       NAVD 88
 AJ0651
 AJ0651  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0651
 AJ0651.The horizontal coordinates were scaled from a topographic map and have
 AJ0651.an estimated accuracy of +/- 6 seconds.
 AJ0651
 AJ0651.The orthometric height was determined by differential leveling
 AJ0651.and adjusted by the National Geodetic Survey in 1992..
 AJ0651.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0651.rate of 1.1 thru 2.0 mm/km.
 AJ0651
 AJ0651.The geoid height was determined by GEOID03.
 AJ0651
 AJ0651.The dynamic height is computed by dividing the NAVD 88
 AJ0651.geopotential number by the normal gravity value computed on the
 AJ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0651.degrees latitude (g = 980.6199 gals.).
 AJ0651
 AJ0651.The modeled gravity was interpolated from observed gravity values.
 AJ0651
 AJ0651;                    North         East    Units  Estimated Accuracy
 AJ0651;SPC TX S     - 5,156,930.      258,930.      MT  (+/- 180 meters Scaled)
 AJ0651
 AJ0651                          SUPERSEDED SURVEY CONTROL
 AJ0651
 AJ0651  NGVD 29 (??/??/92)  185.451  (m)          608.43   (f) ADJ UNCH    2 0
 AJ0651
 AJ0651.Superseded values are not recommended for survey control.
 AJ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0651.See file dsdata.txt to determine how the superseded data were derived.
 AJ0651
 AJ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ085955(NAD 83)
 AJ0651_MARKER: DB = BENCH MARK DISK
 AJ0651_SETTING: 0 = UNSPECIFIED SETTING
 AJ0651_STAMPING: W 778 1943
 AJ0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0651
 AJ0651  HISTORY     - Date     Condition        Report By
 AJ0651  HISTORY     - 1943     MONUMENTED       CGS
 AJ0651  HISTORY     - 1949     GOOD             NGS
 AJ0651  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0651
 AJ0651                          STATION DESCRIPTION
 AJ0651
 AJ0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0651'5.8 MI NE FROM ESCOBAS.
 AJ0651'A STANDARD DISK SET HORIZONTALLY IN THE TOP OF THE NORTHEAST WINGWALL
 AJ0651'OF THE WEST ONE OF TWO BRIDGES WHICH ARE 0.2 MILE EAST OF THE
 AJ0651'CROSSROADS AND SMALL HOUSE KNOWN AS PETROLEUM.  IT IS 14 FEET NORTH OF
 AJ0651'AND ABOUT 1 FOOT BELOW THE CENTERLINE OF THE HIGHWAY AND 3 FEET
 AJ0651'NORTHEAST OF THE EAST END OF THE NORTH GUARD RAIL.  TO REACH FROM
 AJ0651'ESCOBAS - GO NORTH AND EAST FROM THE CEMETERY, ALONG THE HIGHWAY 5.8
 AJ0651'MILES TO THE BENCH MARK ON THE LEFT OR NORTH SIDE OF THE HIGHWAY. THIS
 AJ0651'IS 26.0 MILES SOUTHWEST OF HEBBRONVILLE.  IT IS 2.1 MILES WEST OF
 AJ0651'RANDADO, A CROSSROADS AND SMALL CAFE.
 AJ0651
 AJ0651                          STATION RECOVERY (1972)
 AJ0651
 AJ0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0633 ***********************************************************************
 AJ0633  DESIGNATION -  W 779
 AJ0633  PID         -  AJ0633
 AJ0633  STATE/COUNTY-  TX/WEBB
 AJ0633  USGS QUAD   -  ALBERCAS RANCH (1972)
 AJ0633
 AJ0633                         *CURRENT SURVEY CONTROL
 AJ0633  ___________________________________________________________________
 AJ0633* NAD 83(1986)-  27 16 29.     (N)    098 57 21.     (W)     SCALED    
 AJ0633* NAVD 88     -       259.848  (meters)     852.52   (feet)  POSTED    
 AJ0633  ___________________________________________________________________
 AJ0633  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AJ0633  DYNAMIC HT  -         259.430 (meters)     851.15  (feet)  COMP
 AJ0633  MODELED GRAV-     979,021.9   (mgal)                       NAVD 88
 AJ0633
 AJ0633  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0633
 AJ0633.The horizontal coordinates were scaled from a topographic map and have
 AJ0633.an estimated accuracy of +/- 6 seconds.
 AJ0633
 AJ0633.The orthometric height was determined by differential leveling
 AJ0633.and adjusted by the National Geodetic Survey in 1992..
 AJ0633.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0633.rate of 1.1 thru 2.0 mm/km.
 AJ0633
 AJ0633.The geoid height was determined by GEOID03.
 AJ0633
 AJ0633.The dynamic height is computed by dividing the NAVD 88
 AJ0633.geopotential number by the normal gravity value computed on the
 AJ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0633.degrees latitude (g = 980.6199 gals.).
 AJ0633
 AJ0633.The modeled gravity was interpolated from observed gravity values.
 AJ0633
 AJ0633;                    North         East    Units  Estimated Accuracy
 AJ0633;SPC TX S     - 5,178,240.      254,870.      MT  (+/- 180 meters Scaled)
 AJ0633
 AJ0633                          SUPERSEDED SURVEY CONTROL
 AJ0633
 AJ0633  NGVD 29 (??/??/92)  259.872  (m)          852.60   (f) ADJ UNCH    2 0
 AJ0633
 AJ0633.Superseded values are not recommended for survey control.
 AJ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0633.See file dsdata.txt to determine how the superseded data were derived.
 AJ0633
 AJ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR043168(NAD 83)
 AJ0633_MARKER: DB = BENCH MARK DISK
 AJ0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0633_STAMPING: W 779 1943
 AJ0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0633+STABILITY: SURFACE MOTION
 AJ0633
 AJ0633  HISTORY     - Date     Condition        Report By
 AJ0633  HISTORY     - 1943     MONUMENTED       CGS
 AJ0633
 AJ0633                          STATION DESCRIPTION
 AJ0633
 AJ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0633'11.6 MI S FROM MIRANDO CITY.
 AJ0633'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0633'PAVED ROAD, AND GO 11.6 MILES TO A CATTLEGUARD ACROSS THE ROAD AND
 AJ0633'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 165 FEET NORTH OF THE
 AJ0633'CATTLEGUARD.  37 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0633'CENTERLINE OF THE ROAD.  AND 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN
 AJ0633'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0045 ***********************************************************************
 BO0045  DESIGNATION -  W 78
 BO0045  PID         -  BO0045
 BO0045  STATE/COUNTY-  TX/EDWARDS
 BO0045  USGS QUAD   -  RAY LAKE SW (1987)
 BO0045
 BO0045                         *CURRENT SURVEY CONTROL
 BO0045  ___________________________________________________________________
 BO0045* NAD 83(1986)-  30 00 19.     (N)    100 26 52.     (W)     SCALED    
 BO0045* NAVD 88     -       708.380  (meters)    2324.08   (feet)  ADJUSTED  
 BO0045  ___________________________________________________________________
 BO0045  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 BO0045  DYNAMIC HT  -         707.330 (meters)    2320.63  (feet)  COMP
 BO0045  MODELED GRAV-     979,136.1   (mgal)                       NAVD 88
 BO0045
 BO0045  VERT ORDER  -  FIRST     CLASS II
 BO0045
 BO0045.The horizontal coordinates were scaled from a topographic map and have
 BO0045.an estimated accuracy of +/- 6 seconds.
 BO0045
 BO0045.The orthometric height was determined by differential leveling
 BO0045.and adjusted by the National Geodetic Survey in June 1991..
 BO0045
 BO0045.The geoid height was determined by GEOID03.
 BO0045
 BO0045.The dynamic height is computed by dividing the NAVD 88
 BO0045.geopotential number by the normal gravity value computed on the
 BO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0045.degrees latitude (g = 980.6199 gals.).
 BO0045
 BO0045.The modeled gravity was interpolated from observed gravity values.
 BO0045
 BO0045;                    North         East    Units  Estimated Accuracy
 BO0045;SPC TXSC     - 4,241,580.      460,330.      MT  (+/- 180 meters Scaled)
 BO0045
 BO0045                          SUPERSEDED SURVEY CONTROL
 BO0045
 BO0045  NGVD 29 (??/??/92)  708.319  (m)         2323.88   (f) ADJ UNCH    1 2
 BO0045
 BO0045.Superseded values are not recommended for survey control.
 BO0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0045.See file dsdata.txt to determine how the superseded data were derived.
 BO0045
 BO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU603202(NAD 83)
 BO0045_MARKER: DB = BENCH MARK DISK
 BO0045_SETTING: 66 = SET IN ROCK OUTCROP
 BO0045_SP_SET: ROCKLEDGE
 BO0045_STAMPING: 2323.877 W 78 1931
 BO0045_MARK LOGO: CGS   
 BO0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0045+STABILITY: POSITION/ELEVATION WELL
 BO0045
 BO0045  HISTORY     - Date     Condition        Report By
 BO0045  HISTORY     - 1931     MONUMENTED       CGS
 BO0045  HISTORY     - 1971     GOOD             USGS
 BO0045  HISTORY     - 1981     GOOD             NGS
 BO0045
 BO0045                          STATION DESCRIPTION
 BO0045
 BO0045'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0045'15.0 MI SW FROM ROCK SPRINGS.
 BO0045'14.50 MILES SOUTHWEST ALONG US HIGHWAY 377 FROM THE COURTHOUSE AT
 BO0045'ROCKSPRINGS, EDWARDS COUNTY, ON THE HIGHEST HILL IN THE LOCALITY, 117
 BO0045'FEET (SLOPE DIST.) NORTH OF THE CENTERLINE OF THE HIGHWAY, 86 FEET
 BO0045'WEST OF A TELEPHONE POLE, 21 FEET NORTH OF THE ROW FENCE, IN A ROCK
 BO0045'LEDGE AND ABOUT 20 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 BO0045'STAMPED 2323.877 W 78 1931.
 BO0045
 BO0045                          STATION RECOVERY (1981)
 BO0045
 BO0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0045'24.2 KM (15.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0045'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN THE CENTER OF THE
 BO0045'SOUTH END OF A ROCK LEDGE ON THE TOP OF A HIGHWAY CUT, 40.5 METERS
 BO0045'(132.9 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 6.4
 BO0045'METERS (21.0 FT) NORTH-NORTHWEST OF A FENCE.
 BO0045'THE MARK IS 0.6 METERS  ESE FROM A WITNESS POST.
 BO0045'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0501 ***********************************************************************
 AJ0501  DESIGNATION -  W 780
 AJ0501  PID         -  AJ0501
 AJ0501  STATE/COUNTY-  TX/WEBB
 AJ0501  USGS QUAD   -  OILTON (1972)
 AJ0501
 AJ0501                         *CURRENT SURVEY CONTROL
 AJ0501  ___________________________________________________________________
 AJ0501* NAD 83(1993)-  27 27 17.22460(N)    098 59 24.39948(W)     ADJUSTED  
 AJ0501* NAVD 88     -       248.500  (meters)     815.29   (feet)  POSTED    
 AJ0501  ___________________________________________________________________
 AJ0501  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AJ0501  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AJ0501  DYNAMIC HT  -         248.100 (meters)     813.97  (feet)  COMP
 AJ0501  MODELED GRAV-     979,038.1   (mgal)                       NAVD 88
 AJ0501
 AJ0501  HORZ ORDER  -  SECOND
 AJ0501  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0501
 AJ0501.The horizontal coordinates were established by classical geodetic methods
 AJ0501.and adjusted by the National Geodetic Survey in February 1996..
 AJ0501
 AJ0501.The orthometric height was determined by differential leveling
 AJ0501.and adjusted by the National Geodetic Survey in 1992..
 AJ0501.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0501.rate of 0.0 thru 1.0 mm/km.
 AJ0501
 AJ0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ0501
 AJ0501.The geoid height was determined by GEOID03.
 AJ0501
 AJ0501.The dynamic height is computed by dividing the NAVD 88
 AJ0501.geopotential number by the normal gravity value computed on the
 AJ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0501.degrees latitude (g = 980.6199 gals.).
 AJ0501
 AJ0501.The modeled gravity was interpolated from observed gravity values.
 AJ0501
 AJ0501;                    North         East     Units Scale Factor Converg.
 AJ0501;SPC TX S     - 5,198,204.577   251,555.018   MT  0.99992602   -0 13 21.0
 AJ0501;SPC TX S     -17,054,442.85    825,310.09   sFT  0.99992602   -0 13 21.0
 AJ0501;UTM  14      - 3,036,808.493   500,977.165   MT  0.99960001   +0 00 16.4
 AJ0501
 AJ0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ0501!SPC TX S     -   0.99996483  x   0.99992602  =   0.99989086
 AJ0501!UTM  14      -   0.99996483  x   0.99960001  =   0.99956486
 AJ0501
 AJ0501                          SUPERSEDED SURVEY CONTROL
 AJ0501
 AJ0501  NAD 83(1986)-  27 27 17.22675(N)    098 59 24.37224(W) AD(       ) 2
 AJ0501  NAD 27      -  27 27 16.12881(N)    098 59 23.28267(W) AD(       ) 2
 AJ0501  NGVD 29 (??/??/92)  248.510  (m)          815.32   (f) ADJ UNCH    2 0
 AJ0501
 AJ0501.Superseded values are not recommended for survey control.
 AJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0501.See file dsdata.txt to determine how the superseded data were derived.
 AJ0501
 AJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0097736808(NAD 83)
 AJ0501_MARKER: DB = BENCH MARK DISK
 AJ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0501_STAMPING: W 780 1943
 AJ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0501+STABILITY: SURFACE MOTION
 AJ0501
 AJ0501  HISTORY     - Date     Condition        Report By
 AJ0501  HISTORY     - 1974     MONUMENTED       NGS
 AJ0501  HISTORY     - 1971     GOOD             USGS
 AJ0501  HISTORY     - 1974     GOOD             NGS
 AJ0501
 AJ0501                          STATION DESCRIPTION
 AJ0501
 AJ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ0501'THE STATION IS A STANDARD BENCH MARK DISK, STAMPED W 780 1943, SET
 AJ0501'IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 3
 AJ0501'INCHES ABOVE THE GROUND.  IT IS 100.0 FEET NORTH OF THE CENTER OF
 AJ0501'THE ROAD, 38.0 FEET WEST OF THE WEST RAIL OF THE TRACKS, 12.2 FEET
 AJ0501'SOUTH OF A TELEPHONE LINE POLE, 10.5 FEET EAST OF A FENCE AND 1.5
 AJ0501'FEET EAST OF A WITNESS POST.
 AJ0501'
 AJ0501'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BUZZARD,
 AJ0501'USING ELECTRONIC INSTRUMENTS, DISTANCE BEING 3,014.654 METERS NORTH
 AJ0501'OF STATION BUZZARD.  FOR A MORE COMPLETE DESCRIPTION SEE BUZZARD
 AJ0501'1974.
 AJ0501
 AJ0501                          STATION RECOVERY (1971)
 AJ0501
 AJ0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AJ0501'1.5 MI E FROM MIRANDO CITY.
 AJ0501'1.5 MILES EAST ALONG THE TEXAS MEXICAN R.R. FROM MIRANDO CITY, WEBB,
 AJ0501'COUNTY, 100 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 42 FEET WEST
 AJ0501'OF THE CENTER LINE OF THE TRACKS AND ABOUT 2 1/2 FEET LOWER, 3 FEET
 AJ0501'SOUTH OF A WOODEN WITNESS POST.  A STANDARD DISK STAMPED W 780 1943
 AJ0501'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 AJ0501'GROUND.
 AJ0501
 AJ0501                          STATION RECOVERY (1974)
 AJ0501
 AJ0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AJ0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0885 ***********************************************************************
 AE0885  DESIGNATION -  W 781
 AE0885  PID         -  AE0885
 AE0885  STATE/COUNTY-  TX/JIM HOGG
 AE0885  USGS QUAD   -  AGUA NUEVA (1972)
 AE0885
 AE0885                         *CURRENT SURVEY CONTROL
 AE0885  ___________________________________________________________________
 AE0885* NAD 83(1986)-  26 58 54.     (N)    098 34 58.     (W)     SCALED    
 AE0885* NAVD 88     -       126.581  (meters)     415.29   (feet)  ADJUSTED  
 AE0885  ___________________________________________________________________
 AE0885  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AE0885  DYNAMIC HT  -         126.376 (meters)     414.62  (feet)  COMP
 AE0885  MODELED GRAV-     979,024.5   (mgal)                       NAVD 88
 AE0885
 AE0885  VERT ORDER  -  SECOND    CLASS 0
 AE0885
 AE0885.The horizontal coordinates were scaled from a topographic map and have
 AE0885.an estimated accuracy of +/- 6 seconds.
 AE0885
 AE0885.The orthometric height was determined by differential leveling
 AE0885.and adjusted by the National Geodetic Survey in June 1991..
 AE0885
 AE0885.The geoid height was determined by GEOID03.
 AE0885
 AE0885.The dynamic height is computed by dividing the NAVD 88
 AE0885.geopotential number by the normal gravity value computed on the
 AE0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0885.degrees latitude (g = 980.6199 gals.).
 AE0885
 AE0885.The modeled gravity was interpolated from observed gravity values.
 AE0885
 AE0885;                    North         East    Units  Estimated Accuracy
 AE0885;SPC TX S     - 5,145,690.      291,780.      MT  (+/- 180 meters Scaled)
 AE0885
 AE0885                          SUPERSEDED SURVEY CONTROL
 AE0885
 AE0885  NGVD 29 (??/??/92)  126.625  (m)          415.44   (f) ADJ UNCH    2 0
 AE0885
 AE0885.Superseded values are not recommended for survey control.
 AE0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0885.See file dsdata.txt to determine how the superseded data were derived.
 AE0885
 AE0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ414844(NAD 83)
 AE0885_MARKER: DB = BENCH MARK DISK
 AE0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0885_STAMPING: W 781 1943
 AE0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0885+STABILITY: SURFACE MOTION
 AE0885
 AE0885  HISTORY     - Date     Condition        Report By
 AE0885  HISTORY     - 1943     MONUMENTED       CGS
 AE0885  HISTORY     - 1972     GOOD             USGS
 AE0885
 AE0885                          STATION DESCRIPTION
 AE0885
 AE0885'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AE0885'6.7 MI N FROM AGUA NUEVA.
 AE0885'AGUA NUEVA 6.3 MILES NORTH OF ALONG FARM ROAD 1017 THENCE 0.4 MILES
 AE0885'EAST ALONG DIRT ROAD TO A GATE.  ABOUT 300 FEET NORTH OF GATE AND 1.3
 AE0885'FEET WEST OF THE FENCE ON THE EAST OF THE OLD CALICHE ROAD.  A
 AE0885'STANDARD DISK STAMPED W 781 1943 AND SET IN THE TOP OF A CONCRETE
 AE0885'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0963 ***********************************************************************
 AE0963  DESIGNATION -  W 782
 AE0963  PID         -  AE0963
 AE0963  STATE/COUNTY-  TX/JIM HOGG
 AE0963  USGS QUAD   -  SAN ANTONIO VIEJO (1993)
 AE0963
 AE0963                         *CURRENT SURVEY CONTROL
 AE0963  ___________________________________________________________________
 AE0963* NAD 83(1986)-  26 56 34.     (N)    098 47 57.     (W)     SCALED    
 AE0963* NAVD 88     -       211.927  (meters)     695.30   (feet)  ADJUSTED  
 AE0963  ___________________________________________________________________
 AE0963  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AE0963  DYNAMIC HT  -         211.580 (meters)     694.16  (feet)  COMP
 AE0963  MODELED GRAV-     979,003.3   (mgal)                       NAVD 88
 AE0963
 AE0963  VERT ORDER  -  SECOND    CLASS 0
 AE0963
 AE0963.The horizontal coordinates were scaled from a topographic map and have
 AE0963.an estimated accuracy of +/- 6 seconds.
 AE0963
 AE0963.The orthometric height was determined by differential leveling
 AE0963.and adjusted by the National Geodetic Survey in June 1991..
 AE0963
 AE0963.The geoid height was determined by GEOID03.
 AE0963
 AE0963.The dynamic height is computed by dividing the NAVD 88
 AE0963.geopotential number by the normal gravity value computed on the
 AE0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0963.degrees latitude (g = 980.6199 gals.).
 AE0963
 AE0963.The modeled gravity was interpolated from observed gravity values.
 AE0963
 AE0963;                    North         East    Units  Estimated Accuracy
 AE0963;SPC TX S     - 5,141,420.      270,290.      MT  (+/- 180 meters Scaled)
 AE0963
 AE0963                          SUPERSEDED SURVEY CONTROL
 AE0963
 AE0963  NGVD 29 (??/??/92)  211.945  (m)          695.36   (f) ADJ UNCH    2 0
 AE0963
 AE0963.Superseded values are not recommended for survey control.
 AE0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0963.See file dsdata.txt to determine how the superseded data were derived.
 AE0963
 AE0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ199801(NAD 83)
 AE0963_MARKER: DB = BENCH MARK DISK
 AE0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0963_STAMPING: W 782 1943
 AE0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0963+STABILITY: SURFACE MOTION
 AE0963
 AE0963  HISTORY     - Date     Condition        Report By
 AE0963  HISTORY     - 1943     MONUMENTED       CGS
 AE0963
 AE0963                          STATION DESCRIPTION
 AE0963
 AE0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0963'2.3 MI E FROM T T EAST RANCH HEADQUARTERS.
 AE0963'TO REACH FROM THE T. T. EAST RANCH HEADQUARTERS, PROCEED EASTERLY ON
 AE0963'TRACK ROAD AND GO 2.3 MILES TO THE NORTHEAST CORNER OF A FENCE AROUND
 AE0963'A WINDMILL AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 125 FEET
 AE0963'NORTHEAST OF THE WINDMILL.  47 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE
 AE0963'THE CENTERLINE OF THE ROAD.  27 FEET SOUTH OF THE FENCE CORNER.  3.0
 AE0963'FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF
 AE0963'THE NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1306 ***********************************************************************
 AX1306  DESIGNATION -  W 783
 AX1306  PID         -  AX1306
 AX1306  STATE/COUNTY-  TX/BASTROP
 AX1306  USGS QUAD   -  TOGO (1981)
 AX1306
 AX1306                         *CURRENT SURVEY CONTROL
 AX1306  ___________________________________________________________________
 AX1306* NAD 83(1986)-  29 57 39.     (N)    097 12 36.     (W)     SCALED    
 AX1306* NAVD 88     -       134.22   (+/-2cm)     440.4    (feet)  VERTCON   
 AX1306  ___________________________________________________________________
 AX1306  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AX1306
 AX1306  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1306
 AX1306.The horizontal coordinates were scaled from a topographic map and have
 AX1306.an estimated accuracy of +/- 6 seconds.
 AX1306
 AX1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1306.The vertical order pertains to the NGVD 29 superseded value.
 AX1306
 AX1306.The geoid height was determined by GEOID03.
 AX1306
 AX1306;                    North         East    Units  Estimated Accuracy
 AX1306;SPC TX C     - 3,036,840.    1,001,450.      MT  (+/- 180 meters Scaled)
 AX1306
 AX1306                          SUPERSEDED SURVEY CONTROL
 AX1306
 AX1306  NGVD 29 (??/??/92)  134.172  (m)          440.20   (f) ADJ UNCH    1 2
 AX1306
 AX1306.Superseded values are not recommended for survey control.
 AX1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1306.See file dsdata.txt to determine how the superseded data were derived.
 AX1306
 AX1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU727157(NAD 83)
 AX1306_MARKER: DB = BENCH MARK DISK
 AX1306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1306_SP_SET: BRIDGE ABUTMENT
 AX1306_STAMPING: W 783 1943
 AX1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1306
 AX1306  HISTORY     - Date     Condition        Report By
 AX1306  HISTORY     - 1943     MONUMENTED       CGS
 AX1306  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1306
 AX1306                          STATION DESCRIPTION
 AX1306
 AX1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1306'4.7 MI W FROM SMITHVILLE.
 AX1306'4.7 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1306'STATION AT SMITHVILLE, AT A SMALL CONCRETE BRIDGE, IN THE TOP OF THE
 AX1306'NORTHWEST END OF THE SOUTHWEST ABUTMENT, 10 FEET NORTHWEST OF THE
 AX1306'CENTERLINE OF THE TRACK, AND ABOUT 3.5 FEET LOWER THAN THE TRACK.  A
 AX1306'STANDARD DISK, STAMPED W 783 1943.
 AX1306
 AX1306                          STATION RECOVERY (1987)
 AX1306
 AX1306'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AX1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1334 ***********************************************************************
 AX1334  DESIGNATION -  W 784
 AX1334  PID         -  AX1334
 AX1334  STATE/COUNTY-  TX/BASTROP
 AX1334  USGS QUAD   -  RED ROCK (1981)
 AX1334
 AX1334                         *CURRENT SURVEY CONTROL
 AX1334  ___________________________________________________________________
 AX1334* NAD 83(1986)-  29 56 47.     (N)    097 29 23.     (W)     SCALED    
 AX1334* NAVD 88     -       142.52   (+/-2cm)     467.6    (feet)  VERTCON   
 AX1334  ___________________________________________________________________
 AX1334  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX1334
 AX1334  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1334
 AX1334.The horizontal coordinates were scaled from a topographic map and have
 AX1334.an estimated accuracy of +/- 6 seconds.
 AX1334
 AX1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1334.The vertical order pertains to the NGVD 29 superseded value.
 AX1334
 AX1334.The geoid height was determined by GEOID03.
 AX1334
 AX1334;                    North         East    Units  Estimated Accuracy
 AX1334;SPC TX C     - 3,034,520.      974,500.      MT  (+/- 180 meters Scaled)
 AX1334
 AX1334                          SUPERSEDED SURVEY CONTROL
 AX1334
 AX1334  NGVD 29 (??/??/92)  142.450  (m)          467.35   (f) ADJ UNCH    1 2
 AX1334
 AX1334.Superseded values are not recommended for survey control.
 AX1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1334.See file dsdata.txt to determine how the superseded data were derived.
 AX1334
 AX1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU457138(NAD 83)
 AX1334_MARKER: DB = BENCH MARK DISK
 AX1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1334_STAMPING: W 784 1943
 AX1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1334+STABILITY: SURFACE MOTION
 AX1334
 AX1334  HISTORY     - Date     Condition        Report By
 AX1334  HISTORY     - 1943     MONUMENTED       CGS
 AX1334
 AX1334                          STATION DESCRIPTION
 AX1334
 AX1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1334'3.4 MI SW FROM REDROCK.
 AX1334'3.4 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1334'STATION AT REDROCK, 0.1 MILE SOUTHWEST OF BRIDGE 23.8, 0.1 MILE
 AX1334'NORTHEAST OF MILEPOST 24, AT A FARM-ROAD CROSSING, 25 FEET WEST OF THE
 AX1334'CENTERLINE OF THE ROAD, 46 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AX1334'TRACK, 4 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, 3 FEET SOUTH OF A
 AX1334'WHITE WOODEN WITNESS POST, AND 1.5 FEET LOWER THAN THE TRACK.  A
 AX1334'STANDARD DISK, STAMPED W 784 1943 AND SET IN THE TOP OF A CONCRETE
 AX1334'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2146 ***********************************************************************
 AX2146  DESIGNATION -  W 785
 AX2146  PID         -  AX2146
 AX2146  STATE/COUNTY-  TX/CALDWELL
 AX2146  USGS QUAD   -  UHLAND (1994)
 AX2146
 AX2146                         *CURRENT SURVEY CONTROL
 AX2146  ___________________________________________________________________
 AX2146* NAD 83(1986)-  29 52 51.     (N)    097 47 57.     (W)     SCALED    
 AX2146* NAVD 88     -       186.49   (+/-2cm)     611.8    (feet)  VERTCON   
 AX2146  ___________________________________________________________________
 AX2146  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AX2146
 AX2146  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2146
 AX2146.The horizontal coordinates were scaled from a topographic map and have
 AX2146.an estimated accuracy of +/- 6 seconds.
 AX2146
 AX2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2146.The vertical order pertains to the NGVD 29 superseded value.
 AX2146
 AX2146.The geoid height was determined by GEOID03.
 AX2146
 AX2146;                    North         East    Units  Estimated Accuracy
 AX2146;SPC TXSC     - 4,227,520.      715,990.      MT  (+/- 180 meters Scaled)
 AX2146
 AX2146                          SUPERSEDED SURVEY CONTROL
 AX2146
 AX2146  NGVD 29 (??/??/92)  186.404  (m)          611.56   (f) ADJ UNCH    1 2
 AX2146
 AX2146.Superseded values are not recommended for survey control.
 AX2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2146.See file dsdata.txt to determine how the superseded data were derived.
 AX2146
 AX2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU159061(NAD 83)
 AX2146_MARKER: DB = BENCH MARK DISK
 AX2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2146_STAMPING: W 785 1943
 AX2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2146+STABILITY: SURFACE MOTION
 AX2146
 AX2146  HISTORY     - Date     Condition        Report By
 AX2146  HISTORY     - 1943     MONUMENTED       CGS
 AX2146  HISTORY     - 1959     POOR             NGS
 AX2146  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2146  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2146
 AX2146                          STATION DESCRIPTION
 AX2146
 AX2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2146'IN MAXWELL.
 AX2146'AT MAXWELL, 0.15 MILE WEST OF THE MISSOURI-KANSAS-TEXAS RAILROAD
 AX2146'STATION, AT THE WEST END OF THE SIDING, 3 FEET NORTH OF MILEPOST 44,
 AX2146'27 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 3 FEET EAST OF A
 AX2146'WHITE WOODEN WITNESS POST, 1.5 FET HIGHER THAN THE TRACK.  A STANDARD
 AX2146'DISK, STAMPED W 785 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX2146'PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- (JANUARY 1964 USGS REPORTED
 AX2146'MARK IS LEANING SLIGHTLY AND IS LOOSE IN GROUND.  THIS STATION IS 460
 AX2146'FEET WEST OF FARM ROAD 1966 CROSSING ALONG THE M.K.T. RAILROAD.
 AX2146
 AX2146                          STATION RECOVERY (1993)
 AX2146
 AX2146'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2146'MARK NOT FOUND.
 AX2146
 AX2146                          STATION RECOVERY (1999)
 AX2146
 AX2146'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2238 ***********************************************************************
 AX2238  DESIGNATION -  W 787
 AX2238  PID         -  AX2238
 AX2238  STATE/COUNTY-  TX/CALDWELL
 AX2238  USGS QUAD   -  MARTINDALE (1994)
 AX2238
 AX2238                         *CURRENT SURVEY CONTROL
 AX2238  ___________________________________________________________________
 AX2238* NAD 83(1986)-  29 48 23.     (N)    097 47 57.     (W)     SCALED    
 AX2238* NAVD 88     -       146.99   (+/-2cm)     482.2    (feet)  VERTCON   
 AX2238  ___________________________________________________________________
 AX2238  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2238
 AX2238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2238
 AX2238.The horizontal coordinates were scaled from a topographic map and have
 AX2238.an estimated accuracy of +/- 6 seconds.
 AX2238
 AX2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2238.The vertical order pertains to the NGVD 29 superseded value.
 AX2238
 AX2238.The geoid height was determined by GEOID03.
 AX2238
 AX2238;                    North         East    Units  Estimated Accuracy
 AX2238;SPC TXSC     - 4,219,270.      716,070.      MT  (+/- 180 meters Scaled)
 AX2238
 AX2238                          SUPERSEDED SURVEY CONTROL
 AX2238
 AX2238  NGVD 29 (??/??/92)  146.92   (m)          482.0    (f) COMPUTED    2 0
 AX2238
 AX2238.Superseded values are not recommended for survey control.
 AX2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2238.See file dsdata.txt to determine how the superseded data were derived.
 AX2238
 AX2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT160979(NAD 83)
 AX2238_MARKER: DB = BENCH MARK DISK
 AX2238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2238_SP_SET: BRIDGE
 AX2238_STAMPING: W 787 1943
 AX2238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2238
 AX2238  HISTORY     - Date     Condition        Report By
 AX2238  HISTORY     - 1943     MONUMENTED       CGS
 AX2238  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2238
 AX2238                          STATION DESCRIPTION
 AX2238
 AX2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2238'3.6 MI SE FROM MARTINDALE.
 AX2238'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBER 142 AND 80 AT
 AX2238'MARTINDALE, PROCEED SOUTHEASTERLY ON STATE HIGHWAY NUMBER 80 AND GO
 AX2238'3.6 MILES TO A CONCRETE BRIDGE AT THE INTERSECTION OF THE ROAD TO
 AX2238'STAPLES, AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 AX2238'TOP OF THE NORTHEAST WING-WALL AT THE NORTHWEST END OF THE BRIDGE, IT
 AX2238'IS 16 FEET NORTHEAST OF AND ABOUT 0.6 FEET ABOVE THE CENTER-LINE OF
 AX2238'THE HIGHWAY, 1.0 FOOT NORTHEAST OF THE GUARD-RAIL.
 AX2238
 AX2238                          STATION RECOVERY (1993)
 AX2238
 AX2238'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2239 ***********************************************************************
 AX2239  DESIGNATION -  W 787 RESET
 AX2239  PID         -  AX2239
 AX2239  STATE/COUNTY-  TX/CALDWELL
 AX2239  USGS QUAD   -  MARTINDALE (1994)
 AX2239
 AX2239                         *CURRENT SURVEY CONTROL
 AX2239  ___________________________________________________________________
 AX2239* NAD 83(1986)-  29 48 24.     (N)    097 47 56.     (W)     SCALED    
 AX2239* NAVD 88     -       146.83   (+/-2cm)     481.7    (feet)  VERTCON   
 AX2239  ___________________________________________________________________
 AX2239  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2239
 AX2239  VERT ORDER  -  THIRD (See Below)
 AX2239
 AX2239.The horizontal coordinates were scaled from a topographic map and have
 AX2239.an estimated accuracy of +/- 6 seconds.
 AX2239
 AX2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2239.The vertical order pertains to the NGVD 29 superseded value.
 AX2239
 AX2239.The geoid height was determined by GEOID03.
 AX2239
 AX2239;                    North         East    Units  Estimated Accuracy
 AX2239;SPC TXSC     - 4,219,300.      716,100.      MT  (+/- 180 meters Scaled)
 AX2239
 AX2239                          SUPERSEDED SURVEY CONTROL
 AX2239
 AX2239  NGVD 29 (??/??/??)  146.76   (m)          481.5    (f) RESET       3  
 AX2239
 AX2239.Superseded values are not recommended for survey control.
 AX2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2239.See file dsdata.txt to determine how the superseded data were derived.
 AX2239
 AX2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT160979(NAD 83)
 AX2239_MARKER: DB = BENCH MARK DISK
 AX2239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2239_SP_SET: BRIDGE
 AX2239_STAMPING: W 787 RESET 1959
 AX2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2239
 AX2239  HISTORY     - Date     Condition        Report By
 AX2239  HISTORY     - 1959     MONUMENTED       CGS
 AX2239  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2239  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2239  HISTORY     - 19930808 POOR             USPSQD
 AX2239  HISTORY     - 19970210 MARK NOT FOUND   TXDOT
 AX2239
 AX2239                          STATION DESCRIPTION
 AX2239
 AX2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AX2239'3.6 MI SE FROM MARTINDALE.
 AX2239'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 80 FROM THE INTERSECTION
 AX2239'OF STATE HIGHWAY 142, AT THE INTERSECTION OF THE STAPLES ROAD, AT THE
 AX2239'NORTHWEST END OF A CONCRETE BRIDGE, IN THE TOP OF THE NORTHEAST WING
 AX2239'WALL, 23 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AX2239
 AX2239                          STATION RECOVERY (1987)
 AX2239
 AX2239'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX2239'MARK NOT FOUND.
 AX2239
 AX2239                          STATION RECOVERY (1988)
 AX2239
 AX2239'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2239'MARK NOT FOUND.
 AX2239
 AX2239                          STATION RECOVERY (1993)
 AX2239
 AX2239'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2239'MARK RECOVERED IN POOR CONDITION.
 AX2239
 AX2239                          STATION RECOVERY (1997)
 AX2239
 AX2239'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 AX2239'THE STATION MAY BE COVERED BY ASPHALT, THE EXTANT STRUCTURE HAS NO
 AX2239'WING WALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2186 ***********************************************************************
 AX2186  DESIGNATION -  W 788
 AX2186  PID         -  AX2186
 AX2186  STATE/COUNTY-  TX/CALDWELL
 AX2186  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2186
 AX2186                         *CURRENT SURVEY CONTROL
 AX2186  ___________________________________________________________________
 AX2186* NAD 83(1986)-  29 45 22.     (N)    097 41 47.     (W)     SCALED    
 AX2186* NAVD 88     -       146.48   (+/-2cm)     480.6    (feet)  VERTCON   
 AX2186  ___________________________________________________________________
 AX2186  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2186
 AX2186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2186
 AX2186.The horizontal coordinates were scaled from a topographic map and have
 AX2186.an estimated accuracy of +/- 6 seconds.
 AX2186
 AX2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2186.The vertical order pertains to the NGVD 29 superseded value.
 AX2186
 AX2186.The geoid height was determined by GEOID03.
 AX2186
 AX2186;                    North         East    Units  Estimated Accuracy
 AX2186;SPC TXSC     - 4,213,800.      726,070.      MT  (+/- 180 meters Scaled)
 AX2186
 AX2186                          SUPERSEDED SURVEY CONTROL
 AX2186
 AX2186  NGVD 29 (??/??/92)  146.415  (m)          480.36   (f) ADJ UNCH    2 0
 AX2186
 AX2186.Superseded values are not recommended for survey control.
 AX2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2186.See file dsdata.txt to determine how the superseded data were derived.
 AX2186
 AX2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT260924(NAD 83)
 AX2186_MARKER: DB = BENCH MARK DISK
 AX2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2186_STAMPING: W 788 1943
 AX2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2186+STABILITY: SURFACE MOTION
 AX2186
 AX2186  HISTORY     - Date     Condition        Report By
 AX2186  HISTORY     - 1943     MONUMENTED       CGS
 AX2186  HISTORY     - 1959     MARK NOT FOUND   DOD
 AX2186  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2186  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2186  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2186
 AX2186                          STATION DESCRIPTION
 AX2186
 AX2186'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2186'1.3 MI SW FROM JOLIET.
 AX2186'1.3 MILES SOUTHWEST ALONG A PAVED ROAD LEADING TO STAIRTOWN FROM THE
 AX2186'GRADE SCHOOL AT JOLIET, CALDWELL COUNTY, 60 FEET EAST OF A SMALL PIPE
 AX2186'CULVERT, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16 FEET EAST OF
 AX2186'THE CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE, 6 FEET EAST OF A POWER
 AX2186'POLE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE
 AX2186'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  NOTE-- THE SITE HAS
 AX2186'BEEN WIDENED AND SCRAPED.
 AX2186
 AX2186                          STATION RECOVERY (1990)
 AX2186
 AX2186'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2186'MARK NOT FOUND.
 AX2186
 AX2186                          STATION RECOVERY (1993)
 AX2186
 AX2186'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2186'MARK NOT FOUND.
 AX2186
 AX2186                          STATION RECOVERY (1999)
 AX2186
 AX2186'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1261 ***********************************************************************
 AX1261  DESIGNATION -  W 789
 AX1261  PID         -  AX1261
 AX1261  STATE/COUNTY-  TX/HAYS
 AX1261  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX1261
 AX1261                         *CURRENT SURVEY CONTROL
 AX1261  ___________________________________________________________________
 AX1261* NAD 83(1986)-  29 53 01.     (N)    097 56 07.     (W)     SCALED    
 AX1261* NAVD 88     -       175.843  (meters)     576.91   (feet)  ADJUSTED  
 AX1261  ___________________________________________________________________
 AX1261  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AX1261  DYNAMIC HT  -         175.594 (meters)     576.09  (feet)  COMP
 AX1261  MODELED GRAV-     979,226.3   (mgal)                       NAVD 88
 AX1261
 AX1261  VERT ORDER  -  FIRST     CLASS II
 AX1261
 AX1261.The horizontal coordinates were scaled from a topographic map and have
 AX1261.an estimated accuracy of +/- 6 seconds.
 AX1261
 AX1261.The orthometric height was determined by differential leveling
 AX1261.and adjusted by the National Geodetic Survey in June 1991..
 AX1261.WARNING-Repeat measurements at this control monument indicate possible
 AX1261.vertical movement.
 AX1261
 AX1261.The geoid height was determined by GEOID03.
 AX1261
 AX1261.The dynamic height is computed by dividing the NAVD 88
 AX1261.geopotential number by the normal gravity value computed on the
 AX1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1261.degrees latitude (g = 980.6199 gals.).
 AX1261
 AX1261.The modeled gravity was interpolated from observed gravity values.
 AX1261
 AX1261;                    North         East    Units  Estimated Accuracy
 AX1261;SPC TXSC     - 4,227,700.      702,840.      MT  (+/- 180 meters Scaled)
 AX1261
 AX1261                          SUPERSEDED SURVEY CONTROL
 AX1261
 AX1261  NGVD 29 (??/??/92)  175.770  (m)          576.67   (f) ADJ UNCH    1 2
 AX1261
 AX1261.Superseded values are not recommended for survey control.
 AX1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1261.See file dsdata.txt to determine how the superseded data were derived.
 AX1261
 AX1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU028063(NAD 83)
 AX1261_MARKER: DB = BENCH MARK DISK
 AX1261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1261_SP_SET: ABUTMENT
 AX1261_STAMPING: W 789 1943
 AX1261_MARK LOGO: CGS   
 AX1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1261
 AX1261  HISTORY     - Date     Condition        Report By
 AX1261  HISTORY     - 1943     MONUMENTED       CGS
 AX1261  HISTORY     - 1959     GOOD             NGS
 AX1261  HISTORY     - 1980     GOOD             NGS
 AX1261  HISTORY     - 19910828 POOR             USPSQD
 AX1261  HISTORY     - 19930808 POOR             USPSQD
 AX1261  HISTORY     - 19990925 POOR             USPSQD
 AX1261  HISTORY     - 20020928 GOOD             USPSQD
 AX1261
 AX1261                          STATION DESCRIPTION
 AX1261
 AX1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX1261'IN SAN MARCOS.
 AX1261'0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RR. FROM THE STATION AT SAN
 AX1261'MARCOS.  AT THE RR. BRIDGE OVER THE SAN MARCOS RIVER.  10 FEET
 AX1261'SOUTHEAST OF, AND ABOUT 3.5 FEET BELOW THE CENTERLINE OF THE RR., AND
 AX1261'SET HORIZONTALLY IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST STONE
 AX1261'ABUTMENT OF THE BRIDGE.  NOTE-- 1959 AMS HKB REPORT.  THE MARK IS
 AX1261'LOCATED 10 FEET SE OF CENTERLINE OF RR TRACKS AND IS 4.3 FEET LOWER IN
 AX1261'ELEV.  95 FEET SSW OF CENTERLINE OF RR TRACKS AND IS 4.1 FEET LOWER IN
 AX1261'ELEV.
 AX1261
 AX1261                          STATION RECOVERY (1980)
 AX1261
 AX1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX1261'IN SAN MARCOS, 0.6 KM (0.35 MI) EAST ALONG HOPKINS STREET FROM THE
 AX1261'COURTHOUSE, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST STONE
 AX1261'ABUTMENT OF A MISSOURI PACIFIC RAILROAD BRIDGE OVER THE SAN MARCOS
 AX1261'RIVER, 2.1 METERS (7.1 FT) SOUTHEAST OF THE EAST RAIL.
 AX1261'THE MARK IS 1.2 M BELOW THE TRACKS.
 AX1261
 AX1261                          STATION RECOVERY (1991)
 AX1261
 AX1261'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX1261'MARK RECOVERED IN POOR CONDITION.
 AX1261
 AX1261                          STATION RECOVERY (1993)
 AX1261
 AX1261'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1261'MARK RECOVERED IN POOR CONDITION.
 AX1261
 AX1261                          STATION RECOVERY (1999)
 AX1261
 AX1261'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1261'MARK RECOVERED IN POOR CONDITION.
 AX1261
 AX1261                          STATION RECOVERY (2002)
 AX1261
 AX1261'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 AX1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0210 ***********************************************************************
 AZ0210  DESIGNATION -  W 79 RESET 1963
 AZ0210  PID         -  AZ0210
 AZ0210  STATE/COUNTY-  TX/VAL VERDE
 AZ0210  USGS QUAD   -  ROUGH CANYON SE (1972)
 AZ0210
 AZ0210                         *CURRENT SURVEY CONTROL
 AZ0210  ___________________________________________________________________
 AZ0210* NAD 83(1986)-  29 35 42.     (N)    100 51 56.     (W)     SCALED    
 AZ0210* NAVD 88     -       409.332  (meters)    1342.95   (feet)  ADJUSTED  
 AZ0210  ___________________________________________________________________
 AZ0210  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0210  DYNAMIC HT  -         408.734 (meters)    1340.99  (feet)  COMP
 AZ0210  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 AZ0210
 AZ0210  VERT ORDER  -  FIRST     CLASS II
 AZ0210
 AZ0210.The horizontal coordinates were scaled from a topographic map and have
 AZ0210.an estimated accuracy of +/- 6 seconds.
 AZ0210
 AZ0210.The orthometric height was determined by differential leveling
 AZ0210.and adjusted by the National Geodetic Survey in June 1991..
 AZ0210
 AZ0210.The geoid height was determined by GEOID03.
 AZ0210
 AZ0210.The dynamic height is computed by dividing the NAVD 88
 AZ0210.geopotential number by the normal gravity value computed on the
 AZ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0210.degrees latitude (g = 980.6199 gals.).
 AZ0210
 AZ0210.The modeled gravity was interpolated from observed gravity values.
 AZ0210
 AZ0210;                    North         East    Units  Estimated Accuracy
 AZ0210;SPC TXSC     - 4,196,680.      419,300.      MT  (+/- 180 meters Scaled)
 AZ0210
 AZ0210                          SUPERSEDED SURVEY CONTROL
 AZ0210
 AZ0210.No superseded survey control is available for this station.
 AZ0210
 AZ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT193753(NAD 83)
 AZ0210_MARKER: DB = BENCH MARK DISK
 AZ0210_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0210_SP_SET: OUTCROP
 AZ0210_STAMPING: W 79 RESET 1963
 AZ0210_MARK LOGO: CGS   
 AZ0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0210+STABILITY: POSITION/ELEVATION WELL
 AZ0210
 AZ0210  HISTORY     - Date     Condition        Report By
 AZ0210  HISTORY     - 1963     MONUMENTED       CGS
 AZ0210  HISTORY     - 1981     GOOD             NGS
 AZ0210  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0210
 AZ0210                          STATION DESCRIPTION
 AZ0210
 AZ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AZ0210'16.9 MI N FROM DEL RIO.
 AZ0210'ABOUT 4.5 MILES NORTH ALONG U.S. HIGHWAYS 90, 277 AND 377 FROM THE
 AZ0210'OVERPASS IN DEL RIO VAL VERDE COUNTY, TO A ROAD FORK WHERE U.S.
 AZ0210'HIGHWAY 90 LEADS NORTHWEST, THENCE 12.4 MILES NORTH ALONG U.S.
 AZ0210'HIGHWAYS 277 AND 377 TO SITE OF BENCH MARK, 250 FEET SOUTHEAST OF THE
 AZ0210'SOUTH END OF A BRIDGE (MEASURED ALONG THE EAST RIGHT-OF-WAY FENCE
 AZ0210'LINE), 88 FEET EAST OF THE CENTER LINE OF HIGHWAY, 31 FEET
 AZ0210'NORTH-NORTHEAST OF A BRACED FENCE POST, 13 FEET EAST OF THE
 AZ0210'RIGHT-OF-WAY FENCE, AND AT TEXAS HIGHWAY DEPARTMENT STATION 662+97. A
 AZ0210'STANDARD DISK STAMPED W 79 RESET 1963, IS CEMENTED IN A DRILL HOLE IN
 AZ0210'ROCK OUTCROP WHICH FORMS A SMALL RIM ON THE NORTHWEST SLOPE OF HILL.
 AZ0210
 AZ0210                          STATION RECOVERY (1981)
 AZ0210
 AZ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0210'20.0 KM (12.45 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0210'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, 1.3 KM
 AZ0210'(0.8 MI) SOUTH OF TEXAS RECREATIONAL ROAD NUMBER 2, IN THE TOP CENTER
 AZ0210'OF A 4 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK ON THE NORTHEAST
 AZ0210'SLOPE OF A CUTBANK, 84.7 METERS (277.9 FT) SOUTHEAST OF THE SOUTHWEST
 AZ0210'CORNER OF A CONCRETE CULVERT, 27.0 METERS (88.6 FT) EAST OF THE
 AZ0210'CENTERLINE OF THE HIGHWAY, 9.4 METERS (30.8 FT) NORTH-NORTHEAST OF A
 AZ0210'BRACED FENCE POST AND 4.0 METERS (13.1 FT) EAST OF A FENCE.
 AZ0210'THE MARK IS 3.1 M ABOVE THE HIGHWAY.
 AZ0210
 AZ0210                          STATION RECOVERY (1999)
 AZ0210
 AZ0210'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2281 ***********************************************************************
 AX2281  DESIGNATION -  W 790
 AX2281  PID         -  AX2281
 AX2281  STATE/COUNTY-  TX/GUADALUPE
 AX2281  USGS QUAD   -  GERONIMO (1994)
 AX2281
 AX2281                         *CURRENT SURVEY CONTROL
 AX2281  ___________________________________________________________________
 AX2281* NAD 83(1986)-  29 40 10.     (N)    097 57 59.     (W)     SCALED    
 AX2281* NAVD 88     -       175.33   (+/-2cm)     575.2    (feet)  VERTCON   
 AX2281  ___________________________________________________________________
 AX2281  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AX2281
 AX2281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2281
 AX2281.The horizontal coordinates were scaled from a topographic map and have
 AX2281.an estimated accuracy of +/- 6 seconds.
 AX2281
 AX2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2281.The vertical order pertains to the NGVD 29 superseded value.
 AX2281
 AX2281.The geoid height was determined by GEOID03.
 AX2281
 AX2281;                    North         East    Units  Estimated Accuracy
 AX2281;SPC TXSC     - 4,203,930.      700,050.      MT  (+/- 180 meters Scaled)
 AX2281
 AX2281                          SUPERSEDED SURVEY CONTROL
 AX2281
 AX2281  NGVD 29 (??/??/92)  175.25   (m)          575.0    (f) COMPUTED    2 0
 AX2281
 AX2281.Superseded values are not recommended for survey control.
 AX2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2281.See file dsdata.txt to determine how the superseded data were derived.
 AX2281
 AX2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT000826(NAD 83)
 AX2281_MARKER: DB = BENCH MARK DISK
 AX2281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2281_SP_SET: BRIDGE ABUTMENT
 AX2281_STAMPING: W 790 1943
 AX2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2281
 AX2281  HISTORY     - Date     Condition        Report By
 AX2281  HISTORY     - 1943     MONUMENTED       CGS
 AX2281  HISTORY     - 19930808 GOOD             USPSQD
 AX2281  HISTORY     - 19990925 GOOD             USPSQD
 AX2281  HISTORY     - 20030517 GOOD             USPSQD
 AX2281
 AX2281                          STATION DESCRIPTION
 AX2281
 AX2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2281'0.5 MI N FROM GERONIMO.
 AX2281'TO REACH FROM THE POST-OFFICE AT GERONIMO, PROCEED NORTHERLY ON STATE
 AX2281'HIGHWAY NUMBER 123 AND GO 0.5 MILE TO A BRIDGE AND SITE OF BENCH MARK.
 AX2281'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE WEST END OF THE SOUTH
 AX2281'ABUTMENT OF THE BRIDGE, IT IS 14 FEET WEST OF AND ABOUT THE SAME
 AX2281'ELEVATION AS THE CENTER-LINE OF THE HIGHWAY AND 1.0 FOOT WEST OF THE
 AX2281'WEST GUARD RAIL.
 AX2281
 AX2281                          STATION RECOVERY (1993)
 AX2281
 AX2281'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2281'RECOVERED IN GOOD CONDITION.
 AX2281
 AX2281                          STATION RECOVERY (1999)
 AX2281
 AX2281'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2281'RECOVERED IN GOOD CONDITION.
 AX2281
 AX2281                          STATION RECOVERY (2003)
 AX2281
 AX2281'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX2281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2283 ***********************************************************************
 AX2283  DESIGNATION -  W 790 RESET
 AX2283  PID         -  AX2283
 AX2283  STATE/COUNTY-  TX/GUADALUPE
 AX2283  USGS QUAD   -  GERONIMO (1994)
 AX2283
 AX2283                         *CURRENT SURVEY CONTROL
 AX2283  ___________________________________________________________________
 AX2283* NAD 83(1986)-  29 40 10.     (N)    097 57 59.     (W)     SCALED    
 AX2283* NAVD 88     -       176.24   (+/-2cm)     578.2    (feet)  VERTCON   
 AX2283  ___________________________________________________________________
 AX2283  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AX2283
 AX2283  VERT ORDER  -  THIRD (See Below)
 AX2283
 AX2283.The horizontal coordinates were scaled from a topographic map and have
 AX2283.an estimated accuracy of +/- 6 seconds.
 AX2283
 AX2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2283.The vertical order pertains to the NGVD 29 superseded value.
 AX2283
 AX2283.The geoid height was determined by GEOID03.
 AX2283
 AX2283;                    North         East    Units  Estimated Accuracy
 AX2283;SPC TXSC     - 4,203,930.      700,050.      MT  (+/- 180 meters Scaled)
 AX2283
 AX2283                          SUPERSEDED SURVEY CONTROL
 AX2283
 AX2283  NGVD 29 (01/29/03)  176.16   (m)          578.0    (f) RESET       3  
 AX2283
 AX2283.Superseded values are not recommended for survey control.
 AX2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2283.See file dsdata.txt to determine how the superseded data were derived.
 AX2283
 AX2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT000826(NAD 83)
 AX2283_MARKER: DB = BENCH MARK DISK
 AX2283_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AX2283_SP_SET: BRIDGE RAILING
 AX2283_STAMPING: W 790 RESET 1967
 AX2283_MARK LOGO: CGS   
 AX2283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2283
 AX2283  HISTORY     - Date     Condition        Report By
 AX2283  HISTORY     - 1967     MONUMENTED       CGS
 AX2283  HISTORY     - 1988     GOOD             USPSQD
 AX2283  HISTORY     - 19930203 GOOD             USPSQD
 AX2283  HISTORY     - 20030517 GOOD             USPSQD
 AX2283
 AX2283                          STATION DESCRIPTION
 AX2283
 AX2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AX2283'0.5 MI N FROM GERONIMO.
 AX2283'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 123 FROM THE POST OFFICE AT
 AX2283'GERONIMO, SET IN THE TOP OF SOUTH END OF WEST RAIL OF CONCRETE BRIDGE
 AX2283'OVER GERONIMO CREEK, AT HIGHWAY SURVEY STATION 311+09, 26.7 FEET WEST
 AX2283'OF THE CENTER LINE OF THE BRIDGE.
 AX2283
 AX2283                          STATION RECOVERY (1988)
 AX2283
 AX2283'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 AX2283'RECOVERED IN GOOD CONDITION.
 AX2283
 AX2283                          STATION RECOVERY (1993)
 AX2283
 AX2283'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2283'RECOVERED IN GOOD CONDITION.
 AX2283
 AX2283                          STATION RECOVERY (2003)
 AX2283
 AX2283'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0901 ***********************************************************************
 AJ0901  DESIGNATION -  W 791
 AJ0901  PID         -  AJ0901
 AJ0901  STATE/COUNTY-  TX/ZAPATA
 AJ0901  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0901
 AJ0901                         *CURRENT SURVEY CONTROL
 AJ0901  ___________________________________________________________________
 AJ0901* NAD 83(1986)-  27 17 16.     (N)    099 21 25.     (W)     SCALED    
 AJ0901* NAVD 88     -       127.774  (meters)     419.21   (feet)  ADJUSTED  
 AJ0901  ___________________________________________________________________
 AJ0901  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AJ0901  DYNAMIC HT  -         127.570 (meters)     418.54  (feet)  COMP
 AJ0901  MODELED GRAV-     979,048.2   (mgal)                       NAVD 88
 AJ0901
 AJ0901  VERT ORDER  -  SECOND    CLASS 0
 AJ0901
 AJ0901.The horizontal coordinates were scaled from a topographic map and have
 AJ0901.an estimated accuracy of +/- 6 seconds.
 AJ0901
 AJ0901.The orthometric height was determined by differential leveling
 AJ0901.and adjusted by the National Geodetic Survey in June 1991..
 AJ0901
 AJ0901.The geoid height was determined by GEOID03.
 AJ0901
 AJ0901.The dynamic height is computed by dividing the NAVD 88
 AJ0901.geopotential number by the normal gravity value computed on the
 AJ0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0901.degrees latitude (g = 980.6199 gals.).
 AJ0901
 AJ0901.The modeled gravity was interpolated from observed gravity values.
 AJ0901
 AJ0901;                    North         East    Units  Estimated Accuracy
 AJ0901;SPC TX S     - 5,179,890.      215,170.      MT  (+/- 180 meters Scaled)
 AJ0901
 AJ0901                          SUPERSEDED SURVEY CONTROL
 AJ0901
 AJ0901  NGVD 29 (??/??/92)  127.845  (m)          419.44   (f) ADJ UNCH    2 0
 AJ0901
 AJ0901.Superseded values are not recommended for survey control.
 AJ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0901.See file dsdata.txt to determine how the superseded data were derived.
 AJ0901
 AJ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR646183(NAD 83)
 AJ0901_MARKER: DB = BENCH MARK DISK
 AJ0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0901_STAMPING: W 791 1943
 AJ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0901+STABILITY: SURFACE MOTION
 AJ0901
 AJ0901  HISTORY     - Date     Condition        Report By
 AJ0901  HISTORY     - 1943     MONUMENTED       CGS
 AJ0901  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0901
 AJ0901                          STATION DESCRIPTION
 AJ0901
 AJ0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0901'20.5 MI NE FROM SAN YGNACIO.
 AJ0901'TO REACH FROM THE INTERSECTION OF A GRADED ROAD, (15.4 MILES NORTH OF
 AJ0901'THE CATHOLIC CHURCH IN SAN YGNACIO) PROCEED 1.4 MILE EAST ALONG A
 AJ0901'GRADED ROAD TO A FORK IN ROAD, THENCE 2.15 MILE NORTHEAST ALONG THE
 AJ0901'NORTHEAST FORK OF GRADED ROAD (LEFT) TO THE INTERSECTION OF A DIRT
 AJ0901'ROAD LEADING NORTHERLY, THENCE 1.55 MILE NORTHERLY ALONG A WINDING
 AJ0901'DIRT ROAD TO A GATE IN A FENCE LINE, AND THE INTERSECTION OF A TRACK
 AJ0901'ROAD LEADING NORTHWEST, AND SITE OF BENCH MARK.  BENCH MARK IS 30.0
 AJ0901'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF DIRT
 AJ0901'ROAD.  IT IS 17.0 FEET SOUTH OF THE CENTERLINE OF GATE, 2.0 FEET WEST
 AJ0901'OF A FENCE LINE.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE
 AJ0901'WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AJ0901
 AJ0901                          STATION RECOVERY (1975)
 AJ0901
 AJ0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0912 ***********************************************************************
 AJ0912  DESIGNATION -  W 793
 AJ0912  PID         -  AJ0912
 AJ0912  STATE/COUNTY-  TX/WEBB
 AJ0912  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0912
 AJ0912                         *CURRENT SURVEY CONTROL
 AJ0912  ___________________________________________________________________
 AJ0912* NAD 83(1986)-  27 19 05.     (N)    099 15 07.     (W)     SCALED    
 AJ0912* NAVD 88     -       133.688  (meters)     438.61   (feet)  ADJUSTED  
 AJ0912  ___________________________________________________________________
 AJ0912  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AJ0912  DYNAMIC HT  -         133.474 (meters)     437.91  (feet)  COMP
 AJ0912  MODELED GRAV-     979,050.2   (mgal)                       NAVD 88
 AJ0912
 AJ0912  VERT ORDER  -  SECOND    CLASS 0
 AJ0912
 AJ0912.The horizontal coordinates were scaled from a topographic map and have
 AJ0912.an estimated accuracy of +/- 6 seconds.
 AJ0912
 AJ0912.The orthometric height was determined by differential leveling
 AJ0912.and adjusted by the National Geodetic Survey in June 1991..
 AJ0912
 AJ0912.The geoid height was determined by GEOID03.
 AJ0912
 AJ0912.The dynamic height is computed by dividing the NAVD 88
 AJ0912.geopotential number by the normal gravity value computed on the
 AJ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0912.degrees latitude (g = 980.6199 gals.).
 AJ0912
 AJ0912.The modeled gravity was interpolated from observed gravity values.
 AJ0912
 AJ0912;                    North         East    Units  Estimated Accuracy
 AJ0912;SPC TX S     - 5,183,180.      225,580.      MT  (+/- 180 meters Scaled)
 AJ0912
 AJ0912                          SUPERSEDED SURVEY CONTROL
 AJ0912
 AJ0912  NGVD 29 (??/??/92)  133.744  (m)          438.79   (f) ADJ UNCH    2 0
 AJ0912
 AJ0912.Superseded values are not recommended for survey control.
 AJ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0912.See file dsdata.txt to determine how the superseded data were derived.
 AJ0912
 AJ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR750216(NAD 83)
 AJ0912_MARKER: DB = BENCH MARK DISK
 AJ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0912_STAMPING: W 793 1943
 AJ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0912+STABILITY: SURFACE MOTION
 AJ0912
 AJ0912  HISTORY     - Date     Condition        Report By
 AJ0912  HISTORY     - 1943     MONUMENTED       CGS
 AJ0912  HISTORY     - 1975     GOOD             USGS
 AJ0912
 AJ0912                          STATION DESCRIPTION
 AJ0912
 AJ0912'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0912'20.0 MI SE FROM LAREDO.
 AJ0912'LAREDO, JCT U.S. HIGHWAY 83 AND STATE HIGHWAY 359, 7.1 MILES SOUTH
 AJ0912'ALONG HIGHWAY 83, THENCE 11.0 MILES EAST AND SOUTHEAST ON A PAVED ROAD
 AJ0912'TO THE END OF THE PAVEMENT, THENCE 1.9 MILES SOUTHEAST ALONG GRAVEL
 AJ0912'ROAD TO A CONCRETE BRIDGE, CONTINUE ON ROAD.  0.9 MILES TO THE SAN
 AJ0912'ANTONIO RANCH AND A LOCKED GATE, (KEY MAY BE OBTAINED FROM J.C. MARTIN
 AJ0912'JR.) CONTINUE ON ROAD 5.6 MILES TO THE RANCH HEADQUARTERS, 53, FEET
 AJ0912'EAST AND 25 FEET SOUTH OF THE SOUTHEAST CORNER OF A FENCE AROUND THE
 AJ0912'MAIN HOUSE.  AGUILARE, 9.6 MILES SOUTH OF, ALONG A PAVED COUNTY ROAD,
 AJ0912'THENCE THROUGH A LOCKED GATE, 1.1 MILES SOUTHWEST ALONG A GRAVEL ROAD
 AJ0912'LEADING TO THE SAN ANTONIO RANCH, THENCE 6.0 MILES NORTHWEST AND WEST
 AJ0912'ALONG A ROAD IN THE SAN ANTONIO LEADING TO THE HEADQUARTERS. A
 AJ0912'STANDARD TABLET STAMPED W 793 1943 SET IN A CONCRETE POST PROJECTING
 AJ0912'0.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0285 ***********************************************************************
 AY0285  DESIGNATION -  W 797
 AY0285  PID         -  AY0285
 AY0285  STATE/COUNTY-  TX/BEXAR
 AY0285  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0285
 AY0285                         *CURRENT SURVEY CONTROL
 AY0285  ___________________________________________________________________
 AY0285* NAD 83(1986)-  29 26 02.     (N)    098 28 37.     (W)     SCALED    
 AY0285* NAVD 88     -       206.490  (meters)     677.46   (feet)  ADJUSTED  
 AY0285  ___________________________________________________________________
 AY0285  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AY0285  DYNAMIC HT  -         206.190 (meters)     676.48  (feet)  COMP
 AY0285  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AY0285
 AY0285  VERT ORDER  -  FIRST     CLASS II
 AY0285
 AY0285.The horizontal coordinates were scaled from a topographic map and have
 AY0285.an estimated accuracy of +/- 6 seconds.
 AY0285
 AY0285.The orthometric height was determined by differential leveling
 AY0285.and adjusted by the National Geodetic Survey in June 1991..
 AY0285
 AY0285.The geoid height was determined by GEOID03.
 AY0285
 AY0285.The dynamic height is computed by dividing the NAVD 88
 AY0285.geopotential number by the normal gravity value computed on the
 AY0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0285.degrees latitude (g = 980.6199 gals.).
 AY0285
 AY0285.The modeled gravity was interpolated from observed gravity values.
 AY0285
 AY0285;                    North         East    Units  Estimated Accuracy
 AY0285;SPC TXSC     - 4,177,500.      650,750.      MT  (+/- 180 meters Scaled)
 AY0285
 AY0285                          SUPERSEDED SURVEY CONTROL
 AY0285
 AY0285  NGVD 29 (??/??/92)  206.372  (m)          677.07   (f) ADJ UNCH    1 2
 AY0285
 AY0285.Superseded values are not recommended for survey control.
 AY0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0285.See file dsdata.txt to determine how the superseded data were derived.
 AY0285
 AY0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT507561(NAD 83)
 AY0285_MARKER: DB = BENCH MARK DISK
 AY0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0285_SP_SET: INLET
 AY0285_STAMPING: W 797 1943
 AY0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0285
 AY0285  HISTORY     - Date     Condition        Report By
 AY0285  HISTORY     - 1943     MONUMENTED       CGS
 AY0285  HISTORY     - 1946     GOOD             NGS
 AY0285  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0285  HISTORY     - 19870114 MARK NOT FOUND   USGS
 AY0285  HISTORY     - 19950411 MARK NOT FOUND   USPSQD
 AY0285
 AY0285                          STATION DESCRIPTION
 AY0285
 AY0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0285'IN SAN ANTONIO.
 AY0285'AT SAN ANTONIO, 0.8 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS
 AY0285'RAILROAD FROM THE STATION, APPROXIMATELY 200.0 FEET NORTHEAST OF THE
 AY0285'CENTER OF THE INTERSECTION OF AUSTIN STREET AND EAST JONES AVENUE,
 AY0285'85.0 FEET NORTHEAST OF RAILWAY SIGNAL TOWER 208.5, 54.5 FEET NORTH OF
 AY0285'THE CENTERLINE OF JONES AVENUE MEASURED FROM THE POINT WHERE IT ANGLES
 AY0285'ACROSS THE RAILROAD, 31.9 FEET NORTH OF THE EXTENSION FROM EAST OF THE
 AY0285'CENTERLINE OF JONES AVENUE, 54.1 FEET EAST OF THE EAST RAIL OF THE
 AY0285'EAST-BOUND TRACK, 7.3 FEET EAST OF THE EAST RAIL OF THE SECOND SIDING
 AY0285'EAST OF THE MAIN TRACK, AT A 4-BY 4-FOOT DROP INLET TO A CULVERT, SET
 AY0285'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE TOP TO THE INLET,
 AY0285'LEVEL WITH THE RAILS OF THE SIDING.
 AY0285
 AY0285                          STATION RECOVERY (1980)
 AY0285
 AY0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0285'SEARCHED FOR, NOT RECOVERED.
 AY0285
 AY0285                          STATION RECOVERY (1987)
 AY0285
 AY0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0285'MARK NOT FOUND.
 AY0285
 AY0285                          STATION RECOVERY (1995)
 AY0285
 AY0285'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0957 ***********************************************************************
 AJ0957  DESIGNATION -  W 798
 AJ0957  PID         -  AJ0957
 AJ0957  STATE/COUNTY-  TX/ZAPATA
 AJ0957  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0957
 AJ0957                         *CURRENT SURVEY CONTROL
 AJ0957  ___________________________________________________________________
 AJ0957* NAD 83(1986)-  27 11 55.     (N)    099 22 45.     (W)     SCALED    
 AJ0957* NAVD 88     -       129.839  (meters)     425.98   (feet)  ADJUSTED  
 AJ0957  ___________________________________________________________________
 AJ0957  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AJ0957  DYNAMIC HT  -         129.631 (meters)     425.30  (feet)  COMP
 AJ0957  MODELED GRAV-     979,040.7   (mgal)                       NAVD 88
 AJ0957
 AJ0957  VERT ORDER  -  SECOND    CLASS 0
 AJ0957
 AJ0957.The horizontal coordinates were scaled from a topographic map and have
 AJ0957.an estimated accuracy of +/- 6 seconds.
 AJ0957
 AJ0957.The orthometric height was determined by differential leveling
 AJ0957.and adjusted by the National Geodetic Survey in June 1991..
 AJ0957
 AJ0957.The geoid height was determined by GEOID03.
 AJ0957
 AJ0957.The dynamic height is computed by dividing the NAVD 88
 AJ0957.geopotential number by the normal gravity value computed on the
 AJ0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0957.degrees latitude (g = 980.6199 gals.).
 AJ0957
 AJ0957.The modeled gravity was interpolated from observed gravity values.
 AJ0957
 AJ0957;                    North         East    Units  Estimated Accuracy
 AJ0957;SPC TX S     - 5,170,030.      212,900.      MT  (+/- 180 meters Scaled)
 AJ0957
 AJ0957                          SUPERSEDED SURVEY CONTROL
 AJ0957
 AJ0957  NGVD 29 (??/??/92)  129.930  (m)          426.28   (f) ADJ UNCH    2 0
 AJ0957
 AJ0957.Superseded values are not recommended for survey control.
 AJ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0957.See file dsdata.txt to determine how the superseded data were derived.
 AJ0957
 AJ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR624084(NAD 83)
 AJ0957_MARKER: DB = BENCH MARK DISK
 AJ0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0957_STAMPING: W 798 1943
 AJ0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0957+STABILITY: SURFACE MOTION
 AJ0957
 AJ0957  HISTORY     - Date     Condition        Report By
 AJ0957  HISTORY     - 1943     MONUMENTED       CGS
 AJ0957
 AJ0957                          STATION DESCRIPTION
 AJ0957
 AJ0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0957'11.9 MI N FROM SAN YGNACIO.
 AJ0957'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A DIRT TRACK
 AJ0957'ROAD LEADING NORTHEAST FROM THE LA PERLA RANCH HOUSE (8.1 MILES NORTH
 AJ0957'OF THE NORTH JUNCTION OF U.S. HIGHWAY NO. 83 AND THE BUSINESS ROUTE OF
 AJ0957'U.S. HIGHWAY NO. 83 AT SAN YGNACIO), PROCEED 3.8 MILES NORTHEASTERLY
 AJ0957'ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.6 MILE
 AJ0957'EAST OF A FENCE LINE ACROSS THE ROAD.  IT IS 14.0 FEET SOUTH OF AND
 AJ0957'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. MONUMENT IS
 AJ0957'2.7 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2
 AJ0957'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0139 ***********************************************************************
 AY0139  DESIGNATION -  W 799
 AY0139  PID         -  AY0139
 AY0139  STATE/COUNTY-  TX/BEXAR
 AY0139  USGS QUAD   -  SCHERTZ (1992)
 AY0139
 AY0139                         *CURRENT SURVEY CONTROL
 AY0139  ___________________________________________________________________
 AY0139* NAD 83(1986)-  29 33 14.     (N)    098 18 41.     (W)     SCALED    
 AY0139* NAVD 88     -       263.94   (+/-2cm)     865.9    (feet)  VERTCON   
 AY0139  ___________________________________________________________________
 AY0139  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0139
 AY0139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0139
 AY0139.The horizontal coordinates were scaled from a topographic map and have
 AY0139.an estimated accuracy of +/- 6 seconds.
 AY0139
 AY0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0139.The vertical order pertains to the NGVD 29 superseded value.
 AY0139
 AY0139.The geoid height was determined by GEOID03.
 AY0139
 AY0139;                    North         East    Units  Estimated Accuracy
 AY0139;SPC TXSC     - 4,190,880.      666,730.      MT  (+/- 180 meters Scaled)
 AY0139
 AY0139                          SUPERSEDED SURVEY CONTROL
 AY0139
 AY0139  NGVD 29 (??/??/92)  263.825  (m)          865.57   (f) ADJ UNCH    2 0
 AY0139
 AY0139.Superseded values are not recommended for survey control.
 AY0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0139.See file dsdata.txt to determine how the superseded data were derived.
 AY0139
 AY0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT667695(NAD 83)
 AY0139_MARKER: DB = BENCH MARK DISK
 AY0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0139_SP_SET: CULVERT
 AY0139_STAMPING: W 799 1943
 AY0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0139
 AY0139  HISTORY     - Date     Condition        Report By
 AY0139  HISTORY     - 1943     MONUMENTED       CGS
 AY0139  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0139  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0139  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0139  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0139
 AY0139                          STATION DESCRIPTION
 AY0139
 AY0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0139'2.6 MI NW FROM RANDOLPH FIELD.
 AY0139'TO REACH FROM THE OPERATIONS BUILDING AT RANDOLPH FIELD, PROCEED 2.6
 AY0139'MILES NORTHWEST ALONG THE PAT BOOKER ROAD TO A CONCRETE CULVERT AND
 AY0139'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE EAST END OF
 AY0139'THE SOUTH HEADWALL OF A 4X6 FOOT CONCRETE BOX CULVERT UNDER HIGHWAY.
 AY0139'IT IS ABOUT 0.1 MILE WEST OF THE TOP OF A LONG GRADE, 22.0 FEET SOUTH
 AY0139'OF AND ABOUT 1.5 FOOT ABOVE THE CENTERLINE OF HIGHWAY. NOTE-- PAT
 AY0139'BOOKER ROAD IS NOW A 4-LANE HIGHWAY.
 AY0139
 AY0139                          STATION RECOVERY (1967)
 AY0139
 AY0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0139'MARK NOT FOUND.
 AY0139
 AY0139                          STATION RECOVERY (1980)
 AY0139
 AY0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0139'SEARCHED FOR, NOT RECOVERED. ROAD HAS BEEN WIDENED.
 AY0139
 AY0139                          STATION RECOVERY (1988)
 AY0139
 AY0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0139'MARK NOT FOUND.
 AY0139
 AY0139                          STATION RECOVERY (1999)
 AY0139
 AY0139'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0246 ***********************************************************************
 BN0246  DESIGNATION -  W 80
 BN0246  PID         -  BN0246
 BN0246  STATE/COUNTY-  TX/MASON
 BN0246  USGS QUAD   -  ART (1982)
 BN0246
 BN0246                         *CURRENT SURVEY CONTROL
 BN0246  ___________________________________________________________________
 BN0246* NAD 83(1986)-  30 39 45.     (N)    099 06 36.     (W)     SCALED    
 BN0246* NAVD 88     -       388.492  (meters)    1274.58   (feet)  ADJUSTED  
 BN0246  ___________________________________________________________________
 BN0246  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BN0246  DYNAMIC HT  -         387.970 (meters)    1272.86  (feet)  COMP
 BN0246  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 BN0246
 BN0246  VERT ORDER  -  FIRST     CLASS II
 BN0246
 BN0246.The horizontal coordinates were scaled from a topographic map and have
 BN0246.an estimated accuracy of +/- 6 seconds.
 BN0246
 BN0246.The orthometric height was determined by differential leveling
 BN0246.and adjusted by the National Geodetic Survey in June 1991..
 BN0246
 BN0246.The geoid height was determined by GEOID03.
 BN0246
 BN0246.The dynamic height is computed by dividing the NAVD 88
 BN0246.geopotential number by the normal gravity value computed on the
 BN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0246.degrees latitude (g = 980.6199 gals.).
 BN0246
 BN0246.The modeled gravity was interpolated from observed gravity values.
 BN0246
 BN0246;                    North         East    Units  Estimated Accuracy
 BN0246;SPC TX C     - 3,111,040.      817,230.      MT  (+/- 180 meters Scaled)
 BN0246
 BN0246                          SUPERSEDED SURVEY CONTROL
 BN0246
 BN0246  NGVD 29 (??/??/92)  388.451  (m)         1274.44   (f) ADJ UNCH    1 2
 BN0246
 BN0246.Superseded values are not recommended for survey control.
 BN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0246.See file dsdata.txt to determine how the superseded data were derived.
 BN0246
 BN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU894922(NAD 83)
 BN0246_MARKER: DB = BENCH MARK DISK
 BN0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0246_SP_SET: CURB
 BN0246_STAMPING: W 80 1931
 BN0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0246
 BN0246  HISTORY     - Date     Condition        Report By
 BN0246  HISTORY     - 1931     MONUMENTED       CGS
 BN0246  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0246  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0246  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 BN0246
 BN0246                          STATION DESCRIPTION
 BN0246
 BN0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0246'9.8 MI SE FROM MASON.
 BN0246'9.8 MILES SOUTHEAST OF THE COURT HOUSE AT MASON, ON THE EAST SIDE OF
 BN0246'THE NORTH END OF THE LLANO RIVER BRIDGE OF THE MASON-FREDERICKSBURG
 BN0246'HIGHWAY (US 385), SET HORIZONTALLY AND FLUSH WITH THE TOP OF THE CURB
 BN0246'BENEATH THE RAIL OVER THE ABUTMENT, AND IS 3.85 MILES EAST OF THE
 BN0246'CENTERLINE OF THE BRIDGE, 5.10 MILES SOUTHWEST OF THE END OF THE RAIL,
 BN0246'MARK IS 0.30 MILE ABOVE THE ROAD LEVEL.
 BN0246
 BN0246                          STATION RECOVERY (1991)
 BN0246
 BN0246'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0246'MARK NOT FOUND.
 BN0246
 BN0246                          STATION RECOVERY (1996)
 BN0246
 BN0246'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4266 ***********************************************************************
 AW4266  DESIGNATION -  W 800
 AW4266  PID         -  AW4266
 AW4266  STATE/COUNTY-  TX/FORT BEND
 AW4266  USGS QUAD   -  KENDLETON (1981)
 AW4266
 AW4266                         *CURRENT SURVEY CONTROL
 AW4266  ___________________________________________________________________
 AW4266* NAD 83(1986)-  29 22 44.     (N)    095 53 38.     (W)     SCALED    
 AW4266* NAVD 88     -        26.21   (+/-2cm)      86.0    (feet)  VERTCON   
 AW4266  ___________________________________________________________________
 AW4266  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW4266
 AW4266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4266
 AW4266.The horizontal coordinates were scaled from a topographic map and have
 AW4266.an estimated accuracy of +/- 6 seconds.
 AW4266
 AW4266.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4266.The vertical order pertains to the NGVD 29 superseded value.
 AW4266
 AW4266.The geoid height was determined by GEOID03.
 AW4266
 AW4266;                    North         East    Units  Estimated Accuracy
 AW4266;SPC TXSC     - 4,175,290.      901,470.      MT  (+/- 180 meters Scaled)
 AW4266
 AW4266                          SUPERSEDED SURVEY CONTROL
 AW4266
 AW4266  NGVD 29 (??/??/92)   26.208  (m)           85.98   (f) ADJ UNCH    2 0
 AW4266
 AW4266.Superseded values are not recommended for survey control.
 AW4266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4266.See file dsdata.txt to determine how the superseded data were derived.
 AW4266
 AW4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN191534(NAD 83)
 AW4266_MARKER: DB = BENCH MARK DISK
 AW4266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4266_STAMPING: W 800 1943
 AW4266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4266+STABILITY: SURFACE MOTION
 AW4266
 AW4266  HISTORY     - Date     Condition        Report By
 AW4266  HISTORY     - 1943     MONUMENTED       CGS
 AW4266  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4266
 AW4266                          STATION DESCRIPTION
 AW4266
 AW4266'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4266'5.2 MI SW FROM NEEDVILLE.
 AW4266'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 3.5 MILES
 AW4266'SOUTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS
 AW4266'ROAD (A POINT CALLED FOUR CORNERS OR MARLOW STORE), THENCE 1.7 MILE
 AW4266'NORTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AW4266'LEADING SOUTHWEST AND SITE OF BENCH MARK.  BENCH MARK IS IN THE SOUTH
 AW4266'ANGLE OF THE INTERSECTION.  IT IS 36.0 FEET SOUTHEAST OF THE
 AW4266'CENTERLINE OF A DIRT ROAD LEADING SOUTHWEST, 31.5 FEET SOUTHWEST OF
 AW4266'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF A DIRT ROAD RUNNING
 AW4266'SOUTHEAST AND NORTHWEST, 6.0 FEET SOUTH OF A POWER TRANSMISSION POLE.
 AW4266'MONUMENT IS 2.4 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AW4266'AND PROJECTS 0.4 FOOT ABOVE THE GROUND, AND SET IN A CONCRETE POST.
 AW4266
 AW4266                          STATION RECOVERY (1998)
 AW4266
 AW4266'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4391 ***********************************************************************
 AW4391  DESIGNATION -  W 801
 AW4391  PID         -  AW4391
 AW4391  STATE/COUNTY-  TX/BRAZORIA
 AW4391  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4391
 AW4391                         *CURRENT SURVEY CONTROL
 AW4391  ___________________________________________________________________
 AW4391* NAD 83(1986)-  29 09 15.     (N)    095 42 42.     (W)     SCALED    
 AW4391* NAVD 88     -        12.19   (+/-2cm)      40.0    (feet)  VERTCON   
 AW4391  ___________________________________________________________________
 AW4391  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW4391
 AW4391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4391
 AW4391.The horizontal coordinates were scaled from a topographic map and have
 AW4391.an estimated accuracy of +/- 6 seconds.
 AW4391
 AW4391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4391.The vertical order pertains to the NGVD 29 superseded value.
 AW4391
 AW4391.The geoid height was determined by GEOID03.
 AW4391
 AW4391;                    North         East    Units  Estimated Accuracy
 AW4391;SPC TXSC     - 4,150,880.      919,850.      MT  (+/- 180 meters Scaled)
 AW4391
 AW4391                          SUPERSEDED SURVEY CONTROL
 AW4391
 AW4391  NGVD 29 (??/??/92)   12.206  (m)           40.05   (f) ADJ UNCH    2 0
 AW4391
 AW4391.Superseded values are not recommended for survey control.
 AW4391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4391.See file dsdata.txt to determine how the superseded data were derived.
 AW4391
 AW4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN362281(NAD 83)
 AW4391_MARKER: DB = BENCH MARK DISK
 AW4391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4391_STAMPING: W 801 1943
 AW4391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4391+STABILITY: SURFACE MOTION
 AW4391
 AW4391  HISTORY     - Date     Condition        Report By
 AW4391  HISTORY     - 1943     MONUMENTED       CGS
 AW4391  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4391
 AW4391                          STATION DESCRIPTION
 AW4391
 AW4391'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4391'4.1 MI W FROM WEST COLUMBIA.
 AW4391'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED WESTERLY
 AW4391'4.1 MILES ALONG WEST COLUMBIA-PLEDGER CONCRETE ROAD TO SITE OF BENCH
 AW4391'MARK.  BENCH MARK IS ABOUT MIDWAY ON OUTSIDE OF A LONG CURVE, ABOUT
 AW4391'0.3 MILE NORTHEAST OF THE BRIDGE OVER MOUNDS CREEK, ABOUT 0.2 MILE
 AW4391'NORTHEAST OF A DRIVE WAY LEADING TO A LARGE HOUSE ON NORTHWEST SIDE OF
 AW4391'ROAD, 65.0 FEET WEST OF A POWER LINE POLE WITH BRACE POLE (POLE NO.
 AW4391'35), 54.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AW4391'OF THE CONCRETE ROAD, 5.0 FEET WEST OF A T FENCE CORNER, 3.0 FEET EAST
 AW4391'OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF RIGHT-OF-WAY
 AW4391'FENCE.  MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4391
 AW4391                          STATION RECOVERY (2004)
 AW4391
 AW4391'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4391'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4392 ***********************************************************************
 AW4392  DESIGNATION -  W 801 RESET 1958
 AW4392  PID         -  AW4392
 AW4392  STATE/COUNTY-  TX/BRAZORIA
 AW4392  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4392
 AW4392                         *CURRENT SURVEY CONTROL
 AW4392  ___________________________________________________________________
 AW4392* NAD 83(1986)-  29 09 15.     (N)    095 42 42.     (W)     SCALED    
 AW4392* NAVD 88     -        12.14   (+/-2cm)      39.8    (feet)  VERTCON   
 AW4392  ___________________________________________________________________
 AW4392  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW4392
 AW4392  VERT ORDER  -  THIRD (See Below)
 AW4392
 AW4392.The horizontal coordinates were scaled from a topographic map and have
 AW4392.an estimated accuracy of +/- 6 seconds.
 AW4392
 AW4392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4392.The vertical order pertains to the NGVD 29 superseded value.
 AW4392
 AW4392.The geoid height was determined by GEOID03.
 AW4392
 AW4392;                    North         East    Units  Estimated Accuracy
 AW4392;SPC TXSC     - 4,150,880.      919,850.      MT  (+/- 180 meters Scaled)
 AW4392
 AW4392                          SUPERSEDED SURVEY CONTROL
 AW4392
 AW4392  NGVD 29 (01/29/03)   12.15   (m)           39.9    (f) RESET       3  
 AW4392
 AW4392.Superseded values are not recommended for survey control.
 AW4392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4392.See file dsdata.txt to determine how the superseded data were derived.
 AW4392
 AW4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN362281(NAD 83)
 AW4392_MARKER: DD = SURVEY DISK
 AW4392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4392_STAMPING: W 801 RESET 1958
 AW4392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4392+STABILITY: SURFACE MOTION
 AW4392
 AW4392  HISTORY     - Date     Condition        Report By
 AW4392  HISTORY     - 1958     MONUMENTED       TXHD
 AW4392  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 AW4392  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4392
 AW4392                          STATION DESCRIPTION
 AW4392
 AW4392'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4392'4.1 MI W FROM WEST COLUMBIA.
 AW4392'4.1 MILES WEST ALONG CONCRETE ROAD TO PLEDGER FROM THE CITY WATER TANK
 AW4392'AT WEST COLUMBIA.  MIDWAY ON OUTSIDE OF A LONG CURVE, 0.3 MILE
 AW4392'NORTHEAST OF THE BRIDGE OVER MOUNDS CREEK, 0.2 MILE NORTHEAST OF A
 AW4392'DRIVEWAY LEADING TO A LARGE HOUSE ON NORTHWEST SIDE OF THE ROAD, 60
 AW4392'FEET NORTH OF AND ABOUT THE SAME LEVEL AS THE CENTERLINE OF THE
 AW4392'CONCRETE ROAD, 5 FEET WEST OF A T FENCE CORNER, 5 FEET EAST OF A 4 X 4
 AW4392'INCH WOODEN MARKER POST, AND 1.0 FOOT SOUTH OF RIGHT-OF-WAY FENCE.
 AW4392'DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 AW4392
 AW4392                          STATION RECOVERY (1976)
 AW4392
 AW4392'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 AW4392'MARK NOT FOUND.
 AW4392
 AW4392                          STATION RECOVERY (2004)
 AW4392
 AW4392'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4422 ***********************************************************************
 AW4422  DESIGNATION -  W 802
 AW4422  PID         -  AW4422
 AW4422  STATE/COUNTY-  TX/BRAZORIA
 AW4422  USGS QUAD   -  DAMON (1980)
 AW4422
 AW4422                         *CURRENT SURVEY CONTROL
 AW4422  ___________________________________________________________________
 AW4422* NAD 83(1986)-  29 16 46.     (N)    095 40 14.     (W)     SCALED    
 AW4422* NAVD 88     -        17.01   (+/-2cm)      55.8    (feet)  VERTCON   
 AW4422  ___________________________________________________________________
 AW4422  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW4422
 AW4422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4422
 AW4422.The horizontal coordinates were scaled from a topographic map and have
 AW4422.an estimated accuracy of +/- 6 seconds.
 AW4422
 AW4422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4422.The vertical order pertains to the NGVD 29 superseded value.
 AW4422
 AW4422.The geoid height was determined by GEOID03.
 AW4422
 AW4422;                    North         East    Units  Estimated Accuracy
 AW4422;SPC TXSC     - 4,164,870.      923,450.      MT  (+/- 180 meters Scaled)
 AW4422
 AW4422                          SUPERSEDED SURVEY CONTROL
 AW4422
 AW4422  NGVD 29 (??/??/92)   17.014  (m)           55.82   (f) ADJ UNCH    2 0
 AW4422
 AW4422.Superseded values are not recommended for survey control.
 AW4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4422.See file dsdata.txt to determine how the superseded data were derived.
 AW4422
 AW4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN405419(NAD 83)
 AW4422_MARKER: DB = BENCH MARK DISK
 AW4422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4422_STAMPING: W 802 1943
 AW4422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4422+STABILITY: SURFACE MOTION
 AW4422
 AW4422  HISTORY     - Date     Condition        Report By
 AW4422  HISTORY     - 1943     MONUMENTED       CGS
 AW4422  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4422  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 AW4422
 AW4422                          STATION DESCRIPTION
 AW4422
 AW4422'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4422'4.6 MI E FROM DAMON.
 AW4422'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHERLY 1.5 MILES
 AW4422'ALONG STATE HIGHWAY NO. 36 TO A T ROAD INTERSECTION, THENCE EASTERLY
 AW4422'3.1 MILES ALONG DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AW4422'2.4 MILES EAST OF THE REVOLVING BEACON LIGHT TOWER AT THE DAMON
 AW4422'AIRPORT, ABOUT 1.0 MILE WEST OF A T ROAD INTERSECTION, ABOUT 0.3 MILE
 AW4422'EAST OF A DRIVEWAY LEADING TO FARM HOUSE ON NORTH SIDE OF ROAD, 31.0
 AW4422'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AW4422'ROAD, 30.0 FEET EAST OF A T FENCE CORNER, 3.0 FEET WEST OF A 4 BY 4
 AW4422'INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 AW4422'MONUMENT PROJECTS ABOUT 0.5 FOOT, AND SET IN A CONCRETE POST.
 AW4422
 AW4422                          STATION RECOVERY (1989)
 AW4422
 AW4422'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4422'MARK NOT FOUND.
 AW4422
 AW4422                          STATION RECOVERY (2004)
 AW4422
 AW4422'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4820 ***********************************************************************
 AW4820  DESIGNATION -  W 803
 AW4820  PID         -  AW4820
 AW4820  STATE/COUNTY-  TX/FORT BEND
 AW4820  USGS QUAD   -  ORCHARD (1980)
 AW4820
 AW4820                         *CURRENT SURVEY CONTROL
 AW4820  ___________________________________________________________________
 AW4820* NAD 83(1986)-  29 34 15.     (N)    095 59 22.     (W)     SCALED    
 AW4820* NAVD 88     -        36.52   (+/-2cm)     119.8    (feet)  VERTCON   
 AW4820  ___________________________________________________________________
 AW4820  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW4820
 AW4820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4820
 AW4820.The horizontal coordinates were scaled from a topographic map and have
 AW4820.an estimated accuracy of +/- 6 seconds.
 AW4820
 AW4820.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4820.The vertical order pertains to the NGVD 29 superseded value.
 AW4820
 AW4820.The geoid height was determined by GEOID03.
 AW4820
 AW4820;                    North         East    Units  Estimated Accuracy
 AW4820;SPC TXSC     - 4,196,320.      891,650.      MT  (+/- 180 meters Scaled)
 AW4820
 AW4820                          SUPERSEDED SURVEY CONTROL
 AW4820
 AW4820  NGVD 29 (??/??/92)   36.521  (m)          119.82   (f) ADJ UNCH    2 0
 AW4820
 AW4820.Superseded values are not recommended for survey control.
 AW4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4820.See file dsdata.txt to determine how the superseded data were derived.
 AW4820
 AW4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN103749(NAD 83)
 AW4820_MARKER: DB = BENCH MARK DISK
 AW4820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4820_STAMPING: W 803 1943
 AW4820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4820+STABILITY: SURFACE MOTION
 AW4820
 AW4820  HISTORY     - Date     Condition        Report By
 AW4820  HISTORY     - 1943     MONUMENTED       CGS
 AW4820  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4820  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4820
 AW4820                          STATION DESCRIPTION
 AW4820
 AW4820'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4820'2.1 MI N FROM TAVENER.
 AW4820'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4820'STATION AT TAVENER.  PROCEED NORTHERLY 2.1 MILES ALONG GRAVELED ROAD
 AW4820'TO SITE OF BENCH MARK.  BENCH MARK IS AT THE SOUTHERN PART OF A
 AW4820'TRIANGLE-SHAPED ROAD INTERSECTION, ABOUT 0.1 MILE SOUTH OF THE
 AW4820'EAST-WEST ROAD, 165.0 FEET SOUTH OF THE SOUTH Y JUNCTION OF THE
 AW4820'INTERSECTION, 39.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE
 AW4820'CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD, 23.0 FEET EAST OF THE
 AW4820'EAST END OF A CONCRETE PIPE CULVERT, 3.0 FEET NORTH OF A 4 BY 4 INCH
 AW4820'WOODEN MARKER POST AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 AW4820'MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AW4820
 AW4820                          STATION RECOVERY (1971)
 AW4820
 AW4820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4820'MARK NOT FOUND.
 AW4820
 AW4820                          STATION RECOVERY (1997)
 AW4820
 AW4820'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0584 ***********************************************************************
 BM0584  DESIGNATION -  W 804
 BM0584  PID         -  BM0584
 BM0584  STATE/COUNTY-  TX/TRAVIS
 BM0584  USGS QUAD   -  AUSTIN WEST (1988)
 BM0584
 BM0584                         *CURRENT SURVEY CONTROL
 BM0584  ___________________________________________________________________
 BM0584* NAD 83(1986)-  30 16 00.     (N)    097 45 22.     (W)     SCALED    
 BM0584* NAVD 88     -       138.972  (meters)     455.94   (feet)  ADJUSTED  
 BM0584  ___________________________________________________________________
 BM0584  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM0584  DYNAMIC HT  -         138.782 (meters)     455.32  (feet)  COMP
 BM0584  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 BM0584
 BM0584  VERT ORDER  -  FIRST     CLASS I
 BM0584
 BM0584.The horizontal coordinates were scaled from a topographic map and have
 BM0584.an estimated accuracy of +/- 6 seconds.
 BM0584
 BM0584.The orthometric height was determined by differential leveling
 BM0584.and adjusted by the National Geodetic Survey in June 1991..
 BM0584
 BM0584.The geoid height was determined by GEOID03.
 BM0584
 BM0584.The dynamic height is computed by dividing the NAVD 88
 BM0584.geopotential number by the normal gravity value computed on the
 BM0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0584.degrees latitude (g = 980.6199 gals.).
 BM0584
 BM0584.The modeled gravity was interpolated from observed gravity values.
 BM0584
 BM0584;                    North         East    Units  Estimated Accuracy
 BM0584;SPC TX C     - 3,069,390.      947,970.      MT  (+/- 180 meters Scaled)
 BM0584
 BM0584                          SUPERSEDED SURVEY CONTROL
 BM0584
 BM0584  NGVD 29 (??/??/92)  138.902  (m)          455.71   (f) ADJ UNCH    1 1
 BM0584
 BM0584.Superseded values are not recommended for survey control.
 BM0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0584.See file dsdata.txt to determine how the superseded data were derived.
 BM0584
 BM0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU196489(NAD 83)
 BM0584_MARKER: DB = BENCH MARK DISK
 BM0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0584_SP_SET: WALKWAY
 BM0584_STAMPING: W 804 1953
 BM0584_MARK LOGO: CGS   
 BM0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0584
 BM0584  HISTORY     - Date     Condition        Report By
 BM0584  HISTORY     - 1953     MONUMENTED       CGS
 BM0584  HISTORY     - 1973     GOOD             NGS
 BM0584  HISTORY     - 1980     GOOD             NGS
 BM0584  HISTORY     - 1983     GOOD             USPSQD
 BM0584  HISTORY     - 1989     GOOD             USPSQD
 BM0584  HISTORY     - 1989     GOOD             USPSQD
 BM0584  HISTORY     - 1989     GOOD             USPSQD
 BM0584  HISTORY     - 1989     GOOD             USPSQD
 BM0584  HISTORY     - 1990     GOOD             USPSQD
 BM0584  HISTORY     - 20010224 GOOD             USPSQD
 BM0584  HISTORY     - 20021103 GOOD             GEOCAC
 BM0584  HISTORY     - 20050226 GOOD             USPSQD
 BM0584
 BM0584                          STATION DESCRIPTION
 BM0584
 BM0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0584'IN AUSTIN.
 BM0584'AT THE NORTH END OF THE LAMAR BLVD BRIDGE OVER THE COLORADO RIVER AT
 BM0584'AUSTIN, 23.5 FEET EAST OF THE CENTER LINE OF THE BLVD.  37.0 FEET
 BM0584'SOUTH OF THE NORTH END OF A CONCRETE WALKWAY, 3.0 FEET NORTH OF THE
 BM0584'NORTH END OF A EAST PIPE GUARD RAIL, 1.0 FEET WEST OF THE EAST
 BM0584'CONCRETE BANNISTER, SET IN TOP OF THE CONCRETE WALKWAY ABOUT 0.5 MILES
 BM0584'NORTH OF THE BENCH MARK T 328 RESET 1935, ABOUT 14-INCHES ABOVE THE
 BM0584'BLVD.
 BM0584
 BM0584                          STATION RECOVERY (1980)
 BM0584
 BM0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0584'RECOVERED IN GOOD CONDITION.
 BM0584
 BM0584                          STATION RECOVERY (1983)
 BM0584
 BM0584'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0584'RECOVERED IN GOOD CONDITION.
 BM0584
 BM0584                          STATION RECOVERY (1989)
 BM0584
 BM0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0584'RECOVERED IN GOOD CONDITION.
 BM0584
 BM0584                          STATION RECOVERY (1989)
 BM0584
 BM0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0584'RECOVERED IN GOOD CONDITION.
 BM0584
 BM0584                          STATION RECOVERY (1989)
 BM0584
 BM0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (HWB)
 BM0584'RECOVERED IN GOOD CONDITION.
 BM0584
 BM0584                          STATION RECOVERY (1989)
 BM0584
 BM0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDM)
 BM0584'RECOVERED IN GOOD CONDITION.
 BM0584
 BM0584                          STATION RECOVERY (1990)
 BM0584
 BM0584'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0584'RECOVERED IN GOOD CONDITION.
 BM0584
 BM0584                          STATION RECOVERY (2001)
 BM0584
 BM0584'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM0584'RECOVERED IN GOOD CONDITION.
 BM0584
 BM0584                          STATION RECOVERY (2002)
 BM0584
 BM0584'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 BM0584'RECOVERED IN GOOD CONDITION.
 BM0584
 BM0584                          STATION RECOVERY (2005)
 BM0584
 BM0584'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 BM0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2366 ***********************************************************************
 AW2366  DESIGNATION -  W 805
 AW2366  PID         -  AW2366
 AW2366  STATE/COUNTY-  TX/FORT BEND
 AW2366  USGS QUAD   -  MISSOURI CITY (1995)
 AW2366
 AW2366                         *CURRENT SURVEY CONTROL
 AW2366  ___________________________________________________________________
 AW2366* NAD 83(1986)-  29 33 27.     (N)    095 33 26.     (W)     SCALED    
 AW2366* NAVD 88     -        20.331  (meters)      66.70   (feet)  ADJUSTED  
 AW2366  ___________________________________________________________________
 AW2366  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW2366  DYNAMIC HT  -          20.303 (meters)      66.61  (feet)  COMP
 AW2366  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 AW2366  OBS GRAVITY -     979,270.5   (mgal)                       GRAV_OBS
 AW2366
 AW2366  VERT ORDER  -  FIRST     CLASS II
 AW2366
 AW2366.The horizontal coordinates were scaled from a topographic map and have
 AW2366.an estimated accuracy of +/- 6 seconds.
 AW2366
 AW2366.The orthometric height was determined by differential leveling
 AW2366.and adjusted by the National Geodetic Survey in June 1991..
 AW2366
 AW2366.The geoid height was determined by GEOID03.
 AW2366
 AW2366.The dynamic height is computed by dividing the NAVD 88
 AW2366.geopotential number by the normal gravity value computed on the
 AW2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2366.degrees latitude (g = 980.6199 gals.).
 AW2366
 AW2366.The modeled gravity was interpolated from observed gravity values.
 AW2366.The observed gravity was obtained from relative gravimeter ties
 AW2366.to the IGSN71 gravity network.
 AW2366
 AW2366;                    North         East    Units  Estimated Accuracy
 AW2366;SPC TXSC     - 4,195,990.      933,550.      MT  (+/- 180 meters Scaled)
 AW2366
 AW2366                          SUPERSEDED SURVEY CONTROL
 AW2366
 AW2366  NGVD 29 (12/23/87)   20.327  (m)           66.69   (f) ADJUSTED    1 2
 AW2366
 AW2366.Superseded values are not recommended for survey control.
 AW2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2366.See file dsdata.txt to determine how the superseded data were derived.
 AW2366
 AW2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN522724(NAD 83)
 AW2366_MARKER: DB = BENCH MARK DISK
 AW2366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2366_SP_SET: CULVERT HEADWALL
 AW2366_STAMPING: W 805 1943
 AW2366_MARK LOGO: CGS   
 AW2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2366+STABILITY: SURFACE MOTION
 AW2366
 AW2366  HISTORY     - Date     Condition        Report By
 AW2366  HISTORY     - 1943     MONUMENTED       CGS
 AW2366  HISTORY     - 1973     GOOD             NGS
 AW2366  HISTORY     - 1978     GOOD             NGS
 AW2366  HISTORY     - 1986     GOOD             NGS
 AW2366  HISTORY     - 1987     GOOD             USPSQD
 AW2366  HISTORY     - 1989     GOOD             USPSQD
 AW2366  HISTORY     - 19940814 GOOD             USPSQD
 AW2366  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 AW2366  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2366
 AW2366                          STATION DESCRIPTION
 AW2366
 AW2366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2366'6.85 MI SE FROM SUGAR LAND.
 AW2366'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2366'HIGHWAY 59 AT SUGAR LAND, THENCE 5.7 MILES SOUTHEAST ALONG STATE
 AW2366'HIGHWAY 6, 0.6 MILE SOUTHEAST OF THE JUNCTION OF FARM ROAD 1092 NORTH,
 AW2366'AT DEWALT, ABOUT 175 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTH
 AW2366'CORNER OF THE POST OFFICE AND STORE BUILDING, IN THE TOP AND 2.4 FEET
 AW2366'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 AW2366'CONCRETE BOX CULVERT, 33 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW2366'HIGHWAY, 230 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF OIL FIELD
 AW2366'ROAD SOUTHWEST, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
 AW2366
 AW2366                          STATION RECOVERY (1978)
 AW2366
 AW2366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2366'RECOVERED.  NOTE=SHOULD READ FROM JUNCTION OF U.S. HIGHWAY 90 ALTERNAT
 AW2366'INSTEAD OF U.S. HIGHWAY 59.
 AW2366
 AW2366                          STATION RECOVERY (1986)
 AW2366
 AW2366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2366'RECOVERED IN GOOD CONDITION.
 AW2366
 AW2366                          STATION RECOVERY (1987)
 AW2366
 AW2366'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2366'RECOVERED IN GOOD CONDITION.
 AW2366
 AW2366                          STATION RECOVERY (1989)
 AW2366
 AW2366'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2366'RECOVERED IN GOOD CONDITION.
 AW2366
 AW2366                          STATION RECOVERY (1994)
 AW2366
 AW2366'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2366'RECOVERED IN GOOD CONDITION.
 AW2366
 AW2366                          STATION RECOVERY (2004)
 AW2366
 AW2366'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2366'ROAD HAS BEEN WIDENED.
 AW2366
 AW2366                          STATION RECOVERY (2005)
 AW2366
 AW2366'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0413 ***********************************************************************
 BM0413  DESIGNATION -  W 805
 BM0413  PID         -  BM0413
 BM0413  STATE/COUNTY-  TX/BASTROP
 BM0413  USGS QUAD   -  LAKE BASTROP (1982)
 BM0413
 BM0413                         *CURRENT SURVEY CONTROL
 BM0413  ___________________________________________________________________
 BM0413* NAD 83(1986)-  30 12 43.     (N)    097 19 40.     (W)     SCALED    
 BM0413* NAVD 88     -       129.86   (+/-2cm)     426.0    (feet)  VERTCON   
 BM0413  ___________________________________________________________________
 BM0413  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BM0413
 BM0413  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0413
 BM0413.The horizontal coordinates were scaled from a topographic map and have
 BM0413.an estimated accuracy of +/- 6 seconds.
 BM0413
 BM0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0413.The vertical order pertains to the NGVD 29 superseded value.
 BM0413
 BM0413.The geoid height was determined by GEOID03.
 BM0413
 BM0413;                    North         East    Units  Estimated Accuracy
 BM0413;SPC TX C     - 3,064,360.      989,330.      MT  (+/- 180 meters Scaled)
 BM0413
 BM0413                          SUPERSEDED SURVEY CONTROL
 BM0413
 BM0413  NGVD 29 (??/??/92)  129.795  (m)          425.84   (f) ADJ UNCH    1 2
 BM0413
 BM0413.Superseded values are not recommended for survey control.
 BM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0413.See file dsdata.txt to determine how the superseded data were derived.
 BM0413
 BM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU609434(NAD 83)
 BM0413_MARKER: DB = BENCH MARK DISK
 BM0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0413_STAMPING: W 805 1953
 BM0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0413+STABILITY: SURFACE MOTION
 BM0413
 BM0413  HISTORY     - Date     Condition        Report By
 BM0413  HISTORY     - 1953     MONUMENTED       CGS
 BM0413
 BM0413                          STATION DESCRIPTION
 BM0413
 BM0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0413'9.05 MI NW FROM BASTROP.
 BM0413'9.05 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 BM0413'FROM THE STATION AT BASTROP, 34.5 FEET NORTH OF THE 1ST POLE NORTH OF
 BM0413'MILEPOST 945, 43.5 FEET EAST OF THE EAST RAIL, 34.6 FEET WEST OF THE
 BM0413'CENTER LINE OF A TRACK ROAD, 1.2 FEET WEST OF A FENCE, 2.4 FEET NORTH
 BM0413'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BM0413'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4642 ***********************************************************************
 AW4642  DESIGNATION -  W 806
 AW4642  PID         -  AW4642
 AW4642  STATE/COUNTY-  TX/FORT BEND
 AW4642  USGS QUAD   -  BROOKSHIRE (1980)
 AW4642
 AW4642                         *CURRENT SURVEY CONTROL
 AW4642  ___________________________________________________________________
 AW4642* NAD 83(1986)-  29 46 23.     (N)    095 57 05.     (W)     SCALED    
 AW4642* NAVD 88     -        48.76   (+/-2cm)     160.0    (feet)  VERTCON   
 AW4642  ___________________________________________________________________
 AW4642  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW4642
 AW4642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4642
 AW4642.The horizontal coordinates were scaled from a topographic map and have
 AW4642.an estimated accuracy of +/- 6 seconds.
 AW4642
 AW4642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4642.The vertical order pertains to the NGVD 29 superseded value.
 AW4642
 AW4642.The geoid height was determined by GEOID03.
 AW4642
 AW4642;                    North         East    Units  Estimated Accuracy
 AW4642;SPC TXSC     - 4,218,820.      894,750.      MT  (+/- 180 meters Scaled)
 AW4642
 AW4642                          SUPERSEDED SURVEY CONTROL
 AW4642
 AW4642  NGVD 29 (??/??/92)   48.740  (m)          159.91   (f) ADJ UNCH    2 0
 AW4642
 AW4642.Superseded values are not recommended for survey control.
 AW4642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4642.See file dsdata.txt to determine how the superseded data were derived.
 AW4642
 AW4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN146972(NAD 83)
 AW4642_MARKER: DB = BENCH MARK DISK
 AW4642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4642_STAMPING: W 806 1943
 AW4642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4642+STABILITY: SURFACE MOTION
 AW4642
 AW4642  HISTORY     - Date     Condition        Report By
 AW4642  HISTORY     - 1943     MONUMENTED       CGS
 AW4642  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4642
 AW4642                          STATION DESCRIPTION
 AW4642
 AW4642'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4642'1.05 MI S FROM BROOKSHIRE.
 AW4642'TO REACH FROM THE MISSOURI-KANSAS-TEXAS RAILROAD STATION AT
 AW4642'BROOKSHIRE-- PROCEED 1.05 MILES SOUTHERLY ALONG THE
 AW4642'BROOKSHIRE-FULSHEAR ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 31.4
 AW4642'FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD, AND 17.0
 AW4642'FEET NORTH OF THE CENTERLINE OF A FARM ROAD LEADING WEST.  IT IS 9.0
 AW4642'FEET NORTH OF A FENCE CORNER, 1.2 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 AW4642'AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AW4642'PROJECTS 0.5 FOOT.
 AW4642
 AW4642                          STATION RECOVERY (1995)
 AW4642
 AW4642'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0094 ***********************************************************************
 BN0094  DESIGNATION -  W 806
 BN0094  PID         -  BN0094
 BN0094  STATE/COUNTY-  TX/BLANCO
 BN0094  USGS QUAD   -  JOHNSON CITY (1982)
 BN0094
 BN0094                         *CURRENT SURVEY CONTROL
 BN0094  ___________________________________________________________________
 BN0094* NAD 83(1986)-  30 16 29.     (N)    098 25 07.     (W)     SCALED    
 BN0094* NAVD 88     -       375.749  (meters)    1232.77   (feet)  POSTED    
 BN0094  ___________________________________________________________________
 BN0094  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 BN0094  DYNAMIC HT  -         375.230 (meters)    1231.07  (feet)  COMP
 BN0094  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 BN0094
 BN0094  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0094
 BN0094.The horizontal coordinates were scaled from a topographic map and have
 BN0094.an estimated accuracy of +/- 6 seconds.
 BN0094
 BN0094.The orthometric height was determined by differential leveling
 BN0094.and adjusted by the National Geodetic Survey in 1992..
 BN0094.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0094.rate of 1.1 thru 2.0 mm/km.
 BN0094
 BN0094.The geoid height was determined by GEOID03.
 BN0094
 BN0094.The dynamic height is computed by dividing the NAVD 88
 BN0094.geopotential number by the normal gravity value computed on the
 BN0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0094.degrees latitude (g = 980.6199 gals.).
 BN0094
 BN0094.The modeled gravity was interpolated from observed gravity values.
 BN0094
 BN0094;                    North         East    Units  Estimated Accuracy
 BN0094;SPC TX C     - 3,068,990.      884,220.      MT  (+/- 180 meters Scaled)
 BN0094
 BN0094                          SUPERSEDED SURVEY CONTROL
 BN0094
 BN0094  NGVD 29 (??/??/92)  375.668  (m)         1232.50   (f) ADJ UNCH    2 0
 BN0094
 BN0094.Superseded values are not recommended for survey control.
 BN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0094.See file dsdata.txt to determine how the superseded data were derived.
 BN0094
 BN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU559493(NAD 83)
 BN0094_MARKER: DB = BENCH MARK DISK
 BN0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0094_STAMPING: W 806 1953
 BN0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0094+STABILITY: SURFACE MOTION
 BN0094
 BN0094  HISTORY     - Date     Condition        Report By
 BN0094  HISTORY     - 1953     MONUMENTED       CGS
 BN0094  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BN0094
 BN0094                          STATION DESCRIPTION
 BN0094
 BN0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0094'0.6 MI SW FROM JOHNSON CITY.
 BN0094'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0094'CITY, THENCE 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 290, THENCE 0.1
 BN0094'MILE SOUTH ALONG A DIRT ROAD, AT THE NORTH END OF WALLER AIRPORT, AT
 BN0094'THE ENTRANCE TO THE AIRPORT, 85 FEET NORTHEAST OF THE WIND SOCK, 38
 BN0094'FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 28.5 FEET NORTH OF A
 BN0094'FENCE CORNER, 3.2 FEET SOUTHWEST OF A FENCE CORNER, 2.7 FEET SOUTH OF
 BN0094'A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BN0094'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BN0094
 BN0094                          STATION RECOVERY (1983)
 BN0094
 BN0094'RECOVERY NOTE BY US POWER SQUADRON 1983
 BN0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4643 ***********************************************************************
 AW4643  DESIGNATION -  W 806 RESET 1949
 AW4643  PID         -  AW4643
 AW4643  STATE/COUNTY-  TX/FORT BEND
 AW4643  USGS QUAD   -  BROOKSHIRE (1980)
 AW4643
 AW4643                         *CURRENT SURVEY CONTROL
 AW4643  ___________________________________________________________________
 AW4643* NAD 83(1986)-  29 46 23.     (N)    095 57 05.     (W)     SCALED    
 AW4643* NAVD 88     -        48.63   (+/-2cm)     159.5    (feet)  VERTCON   
 AW4643  ___________________________________________________________________
 AW4643  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW4643
 AW4643  VERT ORDER  -  THIRD (See Below)
 AW4643
 AW4643.The horizontal coordinates were scaled from a topographic map and have
 AW4643.an estimated accuracy of +/- 6 seconds.
 AW4643
 AW4643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4643.The vertical order pertains to the NGVD 29 superseded value.
 AW4643
 AW4643.The geoid height was determined by GEOID03.
 AW4643
 AW4643;                    North         East    Units  Estimated Accuracy
 AW4643;SPC TXSC     - 4,218,820.      894,750.      MT  (+/- 180 meters Scaled)
 AW4643
 AW4643                          SUPERSEDED SURVEY CONTROL
 AW4643
 AW4643  NGVD 29 (01/29/03)   48.61   (m)          159.5    (f) RESET       3  
 AW4643
 AW4643.Superseded values are not recommended for survey control.
 AW4643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4643.See file dsdata.txt to determine how the superseded data were derived.
 AW4643
 AW4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN146972(NAD 83)
 AW4643_MARKER: DB = BENCH MARK DISK
 AW4643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4643_STAMPING: W 806 RESET 1949
 AW4643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4643+STABILITY: SURFACE MOTION
 AW4643
 AW4643  HISTORY     - Date     Condition        Report By
 AW4643  HISTORY     - 1949     MONUMENTED       TXHD
 AW4643  HISTORY     - 1954     GOOD             USGS
 AW4643  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4643  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 AW4643
 AW4643                          STATION DESCRIPTION
 AW4643
 AW4643'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AW4643'1.0 MI S FROM BROOKSHIRE.
 AW4643'1.0 MILE SOUTH ALONG THE FULSHEAR ROAD (FARM-TO-MARKET HIGHWAY 359)
 AW4643'FROM THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT
 AW4643'BROOKSHIRE, FORT BEND COUNTY, AT THE JUNCTION OF A FARM ROAD LEADING
 AW4643'WEST, 50 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 17 FEET NORTH
 AW4643'OF THE CENTERLINE OF THE FARM ROAD, AT THE RIGHT-OF-WAY FENCE, 1 FOOT
 AW4643'WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE MAIN ROAD.
 AW4643
 AW4643                          STATION RECOVERY (1971)
 AW4643
 AW4643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4643'MARK NOT FOUND.
 AW4643
 AW4643                          STATION RECOVERY (2004)
 AW4643
 AW4643'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0583 ***********************************************************************
 AY0583  DESIGNATION -  W 807
 AY0583  PID         -  AY0583
 AY0583  STATE/COUNTY-  TX/BEXAR
 AY0583  USGS QUAD   -  SAINT HEDWIG (1992)
 AY0583
 AY0583                         *CURRENT SURVEY CONTROL
 AY0583  ___________________________________________________________________
 AY0583* NAD 83(1986)-  29 29 37.     (N)    098 12 27.     (W)     SCALED    
 AY0583* NAVD 88     -       191.53   (+/-2cm)     628.4    (feet)  VERTCON   
 AY0583  ___________________________________________________________________
 AY0583  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AY0583
 AY0583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0583
 AY0583.The horizontal coordinates were scaled from a topographic map and have
 AY0583.an estimated accuracy of +/- 6 seconds.
 AY0583
 AY0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0583.The vertical order pertains to the NGVD 29 superseded value.
 AY0583
 AY0583.The geoid height was determined by GEOID03.
 AY0583
 AY0583;                    North         East    Units  Estimated Accuracy
 AY0583;SPC TXSC     - 4,184,260.      676,840.      MT  (+/- 180 meters Scaled)
 AY0583
 AY0583                          SUPERSEDED SURVEY CONTROL
 AY0583
 AY0583  NGVD 29 (??/??/92)  191.432  (m)          628.06   (f) ADJ UNCH    2 0
 AY0583
 AY0583.Superseded values are not recommended for survey control.
 AY0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0583.See file dsdata.txt to determine how the superseded data were derived.
 AY0583
 AY0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT768629(NAD 83)
 AY0583_MARKER: DB = BENCH MARK DISK
 AY0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0583_SP_SET: BRIDGE
 AY0583_STAMPING: W 807 1943
 AY0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0583
 AY0583  HISTORY     - Date     Condition        Report By
 AY0583  HISTORY     - 1943     MONUMENTED       CGS
 AY0583  HISTORY     - 1960     GOOD             NGS
 AY0583  HISTORY     - 1987     GOOD             USPSQD
 AY0583  HISTORY     - 20030517 GOOD             USPSQD
 AY0583
 AY0583                          STATION DESCRIPTION
 AY0583
 AY0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AY0583'12.6 MI E FROM SAN ANTONIO.
 AY0583'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90 AND STATE
 AY0583'HIGHWAY NO. 123 AT SEGUIN, PROCEED 15.85 MILES WESTERLY ALONG U. S.
 AY0583'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS 0.75 MILE WEST OF
 AY0583'A RED BRICK SERVICE STATION AND RESTAURANT AT A CROSS ROAD
 AY0583'INTERSECTION.  IT IS 23.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION
 AY0583'AS THE CENTERLINE OF U. S. HIGHWAY NO. 90, AND SET HORIZONTALLY IN THE
 AY0583'SOUTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER A CREEK.
 AY0583'NOTE-- MARK IS ALSO 17.6 MILES EAST OF SAN ANTONIO.  NOTE-- IT IS NOW
 AY0583'ALONG THE NORTH SERVICE ROAD OF INTERSTATE HIGHWAY NO. 10, (U.S. NO.
 AY0583'90).
 AY0583
 AY0583                          STATION RECOVERY (1987)
 AY0583
 AY0583'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0583'RECOVERED IN GOOD CONDITION.
 AY0583
 AY0583                          STATION RECOVERY (2003)
 AY0583
 AY0583'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0572 ***********************************************************************
 AY0572  DESIGNATION -  W 808
 AY0572  PID         -  AY0572
 AY0572  STATE/COUNTY-  TX/GUADALUPE
 AY0572  USGS QUAD   -  NEW BERLIN (1957)
 AY0572
 AY0572                         *CURRENT SURVEY CONTROL
 AY0572  ___________________________________________________________________
 AY0572* NAD 83(1986)-  29 29 42.     (N)    098 06 07.     (W)     SCALED    
 AY0572* NAVD 88     -       192.30   (+/-2cm)     630.9    (feet)  VERTCON   
 AY0572  ___________________________________________________________________
 AY0572  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AY0572
 AY0572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0572
 AY0572.The horizontal coordinates were scaled from a topographic map and have
 AY0572.an estimated accuracy of +/- 6 seconds.
 AY0572
 AY0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0572.The vertical order pertains to the NGVD 29 superseded value.
 AY0572
 AY0572.The geoid height was determined by GEOID03.
 AY0572
 AY0572;                    North         East    Units  Estimated Accuracy
 AY0572;SPC TXSC     - 4,184,490.      687,070.      MT  (+/- 180 meters Scaled)
 AY0572
 AY0572                          SUPERSEDED SURVEY CONTROL
 AY0572
 AY0572  NGVD 29 (??/??/92)  192.212  (m)          630.62   (f) ADJ UNCH    2 0
 AY0572
 AY0572.Superseded values are not recommended for survey control.
 AY0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0572.See file dsdata.txt to determine how the superseded data were derived.
 AY0572
 AY0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT870631(NAD 83)
 AY0572_MARKER: DB = BENCH MARK DISK
 AY0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0572_STAMPING: W 808 1943
 AY0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0572+STABILITY: SURFACE MOTION
 AY0572
 AY0572  HISTORY     - Date     Condition        Report By
 AY0572  HISTORY     - 1943     MONUMENTED       CGS
 AY0572  HISTORY     - 1988     GOOD             USPSQD
 AY0572  HISTORY     - 19990925 GOOD             USPSQD
 AY0572  HISTORY     - 20030517 GOOD             USPSQD
 AY0572
 AY0572                          STATION DESCRIPTION
 AY0572
 AY0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0572'2.25 MI N FROM NEW BERLIN.
 AY0572'TO REACH FROM THE SCHOOL HOUSE AT NEW BERLIN-- PROCEED 2.25 MILES
 AY0572'NORTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT
 AY0572'THE NORTHWEST CORNER OF THE LINNE CEMETERY, ABOUT 180.0 FEET NORTH OF
 AY0572'A DIRT SIDE ROAD INTERSECTION LEADING EAST, AND 29.0 FEET EAST OF AND
 AY0572'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 5.0 FEET
 AY0572'EAST OF A FENCE CORNER, 1.2 FEET NORTH OF THE CEMETERY FENCE, AND 5.0
 AY0572'FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AY0572'0.4 FOOT.
 AY0572
 AY0572                          STATION RECOVERY (1988)
 AY0572
 AY0572'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0572'RECOVERED IN GOOD CONDITION.
 AY0572
 AY0572                          STATION RECOVERY (1999)
 AY0572
 AY0572'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0572'RECOVERED IN GOOD CONDITION.
 AY0572
 AY0572                          STATION RECOVERY (2003)
 AY0572
 AY0572'RECOVERY NOTE BY US POWER SQUADRON 2003 (DLJ)
 AY0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0444 ***********************************************************************
 AY0444  DESIGNATION -  W 809
 AY0444  PID         -  AY0444
 AY0444  STATE/COUNTY-  TX/BEXAR
 AY0444  USGS QUAD   -  SOUTHTON (1992)
 AY0444
 AY0444                         *CURRENT SURVEY CONTROL
 AY0444  ___________________________________________________________________
 AY0444* NAD 83(1986)-  29 17 20.     (N)    098 23 27.     (W)     SCALED    
 AY0444* NAVD 88     -       171.057  (meters)     561.21   (feet)  ADJUSTED  
 AY0444  ___________________________________________________________________
 AY0444  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AY0444  DYNAMIC HT  -         170.810 (meters)     560.40  (feet)  COMP
 AY0444  MODELED GRAV-     979,196.3   (mgal)                       NAVD 88
 AY0444
 AY0444  VERT ORDER  -  FIRST     CLASS II
 AY0444
 AY0444.The horizontal coordinates were scaled from a topographic map and have
 AY0444.an estimated accuracy of +/- 6 seconds.
 AY0444
 AY0444.The orthometric height was determined by differential leveling
 AY0444.and adjusted by the National Geodetic Survey in June 1991..
 AY0444
 AY0444.The geoid height was determined by GEOID03.
 AY0444
 AY0444.The dynamic height is computed by dividing the NAVD 88
 AY0444.geopotential number by the normal gravity value computed on the
 AY0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0444.degrees latitude (g = 980.6199 gals.).
 AY0444
 AY0444.The modeled gravity was interpolated from observed gravity values.
 AY0444
 AY0444;                    North         East    Units  Estimated Accuracy
 AY0444;SPC TXSC     - 4,161,470.      659,180.      MT  (+/- 180 meters Scaled)
 AY0444
 AY0444                          SUPERSEDED SURVEY CONTROL
 AY0444
 AY0444  NGVD 29 (??/??/92)  170.964  (m)          560.90   (f) ADJ UNCH    1 2
 AY0444
 AY0444.Superseded values are not recommended for survey control.
 AY0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0444.See file dsdata.txt to determine how the superseded data were derived.
 AY0444
 AY0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT591401(NAD 83)
 AY0444_MARKER: DB = BENCH MARK DISK
 AY0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0444_STAMPING: W 809 1943
 AY0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0444+STABILITY: SURFACE MOTION
 AY0444
 AY0444  HISTORY     - Date     Condition        Report By
 AY0444  HISTORY     - 1943     MONUMENTED       CGS
 AY0444  HISTORY     - 1952     GOOD             NGS
 AY0444  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0444  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0444
 AY0444                          STATION DESCRIPTION
 AY0444
 AY0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0444'2.1 MI SE FROM SOUTHTON.
 AY0444'TO REACH FROM RAILROAD TRESTLE NO. 8.82 OVER SALADO CREEK AT
 AY0444'SOUTHTON-- PROCEED 2.1 MILES SOUTHEASTERLY ALONG THE TEXAS AND NEW
 AY0444'ORLEANS (SOUTHERN PACIFIC) RAILROAD TO SITE OF BENCH MARK.  BENCH MARK
 AY0444'IS ABOUT 3 1/2 POLES (ABOUT 0.1 MILE) NORTHWEST OF MILEPOST 11, AND
 AY0444'ABOUT 39.0 FEET SOUTH OF THE CENTER OF A DIRT ROAD CROSSING.  IT IS
 AY0444'35.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AY0444'OF ROAD, 32.5 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AY0444'CENTERLINE OF TRACK, 27.0 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER,
 AY0444'1.3 FEET NORTH OF THE FENCE, AND 4.0 FEET WEST OF A 4X4-INCH WOODEN
 AY0444'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AY0444
 AY0444                          STATION RECOVERY (1952)
 AY0444
 AY0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AY0444'RECOVERED IN GOOD CONDITION.
 AY0444
 AY0444                          STATION RECOVERY (1980)
 AY0444
 AY0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0444'SEARCHED FOR, NOT RECOVERED.
 AY0444
 AY0444                          STATION RECOVERY (1995)
 AY0444
 AY0444'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0132 ***********************************************************************
 BN0132  DESIGNATION -  W 81
 BN0132  PID         -  BN0132
 BN0132  STATE/COUNTY-  TX/KENDALL
 BN0132  USGS QUAD   -  CAIN CITY (1963)
 BN0132
 BN0132                         *CURRENT SURVEY CONTROL
 BN0132  ___________________________________________________________________
 BN0132* NAD 83(1986)-  30 07 51.     (N)    098 49 09.     (W)     SCALED    
 BN0132* NAVD 88     -       530.365  (meters)    1740.04   (feet)  ADJUSTED  
 BN0132  ___________________________________________________________________
 BN0132  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BN0132  DYNAMIC HT  -         529.621 (meters)    1737.60  (feet)  COMP
 BN0132  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 BN0132
 BN0132  VERT ORDER  -  FIRST     CLASS II
 BN0132
 BN0132.The horizontal coordinates were scaled from a topographic map and have
 BN0132.an estimated accuracy of +/- 6 seconds.
 BN0132
 BN0132.The orthometric height was determined by differential leveling
 BN0132.and adjusted by the National Geodetic Survey in June 1991..
 BN0132
 BN0132.The geoid height was determined by GEOID03.
 BN0132
 BN0132.The dynamic height is computed by dividing the NAVD 88
 BN0132.geopotential number by the normal gravity value computed on the
 BN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0132.degrees latitude (g = 980.6199 gals.).
 BN0132
 BN0132.The modeled gravity was interpolated from observed gravity values.
 BN0132
 BN0132;                    North         East    Units  Estimated Accuracy
 BN0132;SPC TXSC     - 4,254,650.      617,420.      MT  (+/- 180 meters Scaled)
 BN0132
 BN0132                          SUPERSEDED SURVEY CONTROL
 BN0132
 BN0132  NGVD 29 (??/??/92)  530.310  (m)         1739.86   (f) ADJ UNCH    1 2
 BN0132
 BN0132.Superseded values are not recommended for survey control.
 BN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0132.See file dsdata.txt to determine how the superseded data were derived.
 BN0132
 BN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU174332(NAD 83)
 BN0132_MARKER: DB = BENCH MARK DISK
 BN0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0132_STAMPING: W 81 1931
 BN0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0132+STABILITY: SURFACE MOTION
 BN0132
 BN0132  HISTORY     - Date     Condition        Report By
 BN0132  HISTORY     - 1931     MONUMENTED       CGS
 BN0132  HISTORY     - 1953     GOOD             NGS
 BN0132  HISTORY     - 1953     MARK NOT FOUND   LOCENG
 BN0132  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0132  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 BN0132
 BN0132                          STATION DESCRIPTION
 BN0132
 BN0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0132'15.0 MI NE FROM COMFORT.
 BN0132'4.9 MILES NORTHEAST ALONG FARM ROAD 473 FROM ITS JUNCTION WITH U.S.
 BN0132'HIGHWAY 87 AT COMFORT, THENCE 10.1 MILES NORTH ALONG AN OILED ROAD,
 BN0132'100 YARDS EAST OF THE CENTER LINE OF THE ROAD, 40 FEET WEST OF THE
 BN0132'CENTER LINE OF AN ABANDONED RAILROAD GRADE, 59 FEET NORTH OF A FENCE,
 BN0132'1.4 FEET EAST OF A WITNESS POST, 2.1 MILES SOUTH OF BENCH MARK V 81,
 BN0132'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BN0132'GROUND.
 BN0132
 BN0132                          STATION RECOVERY (1953)
 BN0132
 BN0132'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 BN0132'MARK NOT FOUND.
 BN0132
 BN0132                          STATION RECOVERY (1982)
 BN0132
 BN0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0132'NOT SEARCHED FOR THIS DATE, ALSO NOT RECOVERED IN 1953, MARK WAS SET
 BN0132'NEAR ABANDONED RAILROAD PRESENTLY LOCATED ON PRIVATE PROPERTY
 BN0132'(FARMLAND).
 BN0132
 BN0132                          STATION RECOVERY (1994)
 BN0132
 BN0132'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4239 ***********************************************************************
 AW4239  HT_MOD      -  This is a Height Modernization Survey Station.
 AW4239  DESIGNATION -  W 811
 AW4239  PID         -  AW4239
 AW4239  STATE/COUNTY-  TX/FORT BEND
 AW4239  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4239
 AW4239                         *CURRENT SURVEY CONTROL
 AW4239  ___________________________________________________________________
 AW4239* NAD 83(1993)-  29 29 30.00461(N)    095 40 50.45976(W)     ADJUSTED  
 AW4239* NAVD 88     -        22.89   (meters)      75.1    (feet)  GPS OBS   
 AW4239  ___________________________________________________________________
 AW4239  X           -    -549,977.387 (meters)                     COMP
 AW4239  Y           -  -5,528,923.376 (meters)                     COMP
 AW4239  Z           -   3,121,448.778 (meters)                     COMP
 AW4239  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AW4239  ELLIP HEIGHT-          -4.26  (meters)          (12/03/01) GPS OBS
 AW4239  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW4239  DYNAMIC HT  -          22.86  (meters)      75.0   (feet)  COMP
 AW4239  MODELED GRAV-     979,265.9   (mgal)                       NAVD 88
 AW4239
 AW4239  HORZ ORDER  -  FIRST
 AW4239  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4239  ELLP ORDER  -  FOURTH    CLASS II
 AW4239
 AW4239.The horizontal coordinates were established by GPS observations
 AW4239.and adjusted by the National Geodetic Survey in December 2001..
 AW4239
 AW4239.The orthometric height was determined by GPS observations and a
 AW4239.high-resolution geoid model using precise GPS observation and
 AW4239.processing techniques. It supersedes the leveled height previously
 AW4239.determined for this station.
 AW4239.The vertical order pertains to the first NAVD 88 superseded value.
 AW4239
 AW4239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW4239
 AW4239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4239
 AW4239.The ellipsoidal height was determined by GPS observations
 AW4239.and is referenced to NAD 83.
 AW4239
 AW4239.The geoid height was determined by GEOID03.
 AW4239
 AW4239.The dynamic height is computed by dividing the NAVD 88
 AW4239.geopotential number by the normal gravity value computed on the
 AW4239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4239.degrees latitude (g = 980.6199 gals.).
 AW4239
 AW4239.The modeled gravity was interpolated from observed gravity values.
 AW4239
 AW4239;                    North         East     Units Scale Factor Converg.
 AW4239;SPC TXSC     - 4,188,354.440   921,802.129   MT  0.99986697   +1 37 34.2
 AW4239;SPC TXSC     -13,741,292.86  3,024,279.15   sFT  0.99986697   +1 37 34.2
 AW4239;UTM  15      - 3,265,454.764   240,097.595   MT  1.00043357   -1 19 13.6
 AW4239
 AW4239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4239!SPC TXSC     -   1.00000067  x   0.99986697  =   0.99986764
 AW4239!UTM  15      -   1.00000067  x   1.00043357  =   1.00043424
 AW4239
 AW4239                          SUPERSEDED SURVEY CONTROL
 AW4239
 AW4239  ELLIP H (10/25/00)   -4.23   (m)                       GP(       ) 4 1
 AW4239  NAD 83(1993)-  29 29 30.00513(N)    095 40 50.45893(W) AD(       ) 1
 AW4239  ELLIP H (10/17/96)   -4.10   (m)                       GP(       ) 3 1
 AW4239  NAVD 88 (06/15/91)   22.949  (m)           75.29   (f) ADJUSTED    1 2
 AW4239  NGVD 29 (12/23/87)   22.945  (m)           75.28   (f) ADJUSTED    1 2
 AW4239
 AW4239.Superseded values are not recommended for survey control.
 AW4239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4239.See file dsdata.txt to determine how the superseded data were derived.
 AW4239
 AW4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4009865455(NAD 83)
 AW4239_MARKER: DB = BENCH MARK DISK
 AW4239_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AW4239_SP_SET: CONCRETE POST
 AW4239_STAMPING: W 811 1943
 AW4239_MARK LOGO: CGS   
 AW4239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4239+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 AW4239
 AW4239  HISTORY     - Date     Condition        Report By
 AW4239  HISTORY     - 1943     MONUMENTED       CGS
 AW4239  HISTORY     - 1973     GOOD             NGS
 AW4239  HISTORY     - 1986     GOOD             NGS
 AW4239  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4239  HISTORY     - 1989     GOOD             USPSQD
 AW4239  HISTORY     - 19950422 GOOD             HGCSD
 AW4239  HISTORY     - 19960622 GOOD             USPSQD
 AW4239  HISTORY     - 20040429 GOOD             LJA
 AW4239
 AW4239                          STATION DESCRIPTION
 AW4239
 AW4239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4239'13.0 MI NE FROM GUY.
 AW4239'7.65 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4239'HIGHWAY 36 AT GUY, THENCE 5.35 MILES NORTHEAST AND NORTHWEST ALONG
 AW4239'FARM ROAD 762, AT THE JUNCTION OF SMITHERS LAKE ROAD SOUTHEAST, 49 1/2
 AW4239'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTHWEST OF
 AW4239'THE CENTER LINE OF SMITHERS LAKE ROAD, 11 1/2 FEET EAST-SOUTHEAST OF A
 AW4239'T JUNCTION TELEPHONE POLE WITH A METAL BOX AND GUY WIRE, 10 FEET
 AW4239'EAST-SOUTHEAST OF A FENCE CORNER POST, 3.0 FEET SOUTHWEST OF A FENCE,
 AW4239'8.9 FEET SOUTHEAST OF A FENCE, 8.9 FEET SOUTHEAST OF A WITNESS POST,
 AW4239'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW4239'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW4239
 AW4239                          STATION RECOVERY (1986)
 AW4239
 AW4239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4239'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.3 KM (7.65
 AW4239'MI) NORTHEAST ALONG FM ROAD 1994 FROM THE JUNCTION OF STATE HIGHWAY 36
 AW4239'IN GUY, THENCE 8.6 KM (5.35 MI) NORTHEAST ALONG FM ROAD 762, 15.1
 AW4239'METERS (49.5 FT) SOUTHEAST OF THE CENTERLINE OF FM ROAD 762, 12.8
 AW4239'METERS (42.0 FT) SOUTHWEST OF THE CENTERLINE OF SMITHERS LAKE ROAD,
 AW4239'3.0 METERS (10.0 FT) EAST OF A TELEPHONE JUNCTION BOX, 2.1 METERS
 AW4239'(7.0 FT) EAST-SOUTHEAST OF A POWER POLE, 1.8 METERS (6.0 FT) SOUTHWEST
 AW4239'OF A POWER POLE.
 AW4239'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST
 AW4239'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW4239
 AW4239                          STATION RECOVERY (1988)
 AW4239
 AW4239'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4239'MARK NOT FOUND.
 AW4239
 AW4239                          STATION RECOVERY (1989)
 AW4239
 AW4239'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4239'RECOVERED IN GOOD CONDITION.
 AW4239
 AW4239                          STATION RECOVERY (1995)
 AW4239
 AW4239'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW4239'RECOVERED AS DESCRIBED.
 AW4239
 AW4239                          STATION RECOVERY (1996)
 AW4239
 AW4239'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4239'RECOVERED IN GOOD CONDITION.
 AW4239
 AW4239                          STATION RECOVERY (2004)
 AW4239
 AW4239'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AW4239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0098 ***********************************************************************
 AX0098  DESIGNATION -  W 812
 AX0098  PID         -  AX0098
 AX0098  STATE/COUNTY-  TX/WHARTON
 AX0098  USGS QUAD   -  LISSIE (1981)
 AX0098
 AX0098                         *CURRENT SURVEY CONTROL
 AX0098  ___________________________________________________________________
 AX0098* NAD 83(1986)-  29 33 12.     (N)    096 12 38.     (W)     SCALED    
 AX0098* NAVD 88     -        44.15   (+/-2cm)     144.8    (feet)  VERTCON   
 AX0098  ___________________________________________________________________
 AX0098  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0098
 AX0098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0098
 AX0098.The horizontal coordinates were scaled from a topographic map and have
 AX0098.an estimated accuracy of +/- 6 seconds.
 AX0098
 AX0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0098.The vertical order pertains to the NGVD 29 superseded value.
 AX0098
 AX0098.The geoid height was determined by GEOID03.
 AX0098
 AX0098;                    North         East    Units  Estimated Accuracy
 AX0098;SPC TXSC     - 4,193,850.      870,280.      MT  (+/- 180 meters Scaled)
 AX0098
 AX0098                          SUPERSEDED SURVEY CONTROL
 AX0098
 AX0098  NGVD 29 (??/??/92)   44.138  (m)          144.81   (f) ADJ UNCH    2 0
 AX0098
 AX0098.Superseded values are not recommended for survey control.
 AX0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0098.See file dsdata.txt to determine how the superseded data were derived.
 AX0098
 AX0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT702725(NAD 83)
 AX0098_MARKER: DB = BENCH MARK DISK
 AX0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0098_SP_SET: CULVERT
 AX0098_STAMPING: W 812 1943
 AX0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0098
 AX0098  HISTORY     - Date     Condition        Report By
 AX0098  HISTORY     - 1943     MONUMENTED       CGS
 AX0098  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0098
 AX0098                          STATION DESCRIPTION
 AX0098
 AX0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0098'9.1 MI W FROM EAST BERNARD.
 AX0098'9.1 MILES WEST ALONG U.S. HIGHWAY 90 A FROM THE TEXAS AND NEW ORLEANS
 AX0098'RAILROAD STATION AT EAST BERNARD, WHARTON COUNTY, 1.0 MILE EAST OF THE
 AX0098'STATION AT LISSIE, AT THE JUNCTION OF A PRIVATE DRIVEWAY LEADING SOUTH
 AX0098'TO A GROUP OF FARMHOUSES, 43 FEET SOUTH OF THE CENTERLINE OF THE
 AX0098'HIGHWAY, 12.8 FEET WEST OF THE CENTERLINE OF THE PRIVATE DRIVE, AT A
 AX0098'2- BY 4-FOOT CONCRETE BOX CULVERT UNDER THE DRIVE, IN THE TOP OF THE
 AX0098'SOUTH END OF THE WEST HEADWALL, AND LEVEL WITH THE HIGHWAY.  A
 AX0098'STANDARD DISK, STAMPED W 812 1943.
 AX0098
 AX0098                          STATION RECOVERY (1991)
 AX0098
 AX0098'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0301 ***********************************************************************
 AX0301  DESIGNATION -  W 813 RESET
 AX0301  PID         -  AX0301
 AX0301  STATE/COUNTY-  TX/WHARTON
 AX0301  USGS QUAD   -  HUNGERFORD (1980)
 AX0301
 AX0301                         *CURRENT SURVEY CONTROL
 AX0301  ___________________________________________________________________
 AX0301* NAD 83(1986)-  29 24 23.     (N)    096 04 06.     (W)     SCALED    
 AX0301* NAVD 88     -        29.097  (meters)      95.46   (feet)  ADJUSTED  
 AX0301  ___________________________________________________________________
 AX0301  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0301  DYNAMIC HT  -          29.056 (meters)      95.33  (feet)  COMP
 AX0301  MODELED GRAV-     979,247.5   (mgal)                       NAVD 88
 AX0301
 AX0301  VERT ORDER  -  FIRST     CLASS I
 AX0301
 AX0301.The horizontal coordinates were scaled from a topographic map and have
 AX0301.an estimated accuracy of +/- 6 seconds.
 AX0301
 AX0301.The orthometric height was determined by differential leveling
 AX0301.and adjusted by the National Geodetic Survey in June 1991..
 AX0301
 AX0301.The geoid height was determined by GEOID03.
 AX0301
 AX0301.The dynamic height is computed by dividing the NAVD 88
 AX0301.geopotential number by the normal gravity value computed on the
 AX0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0301.degrees latitude (g = 980.6199 gals.).
 AX0301
 AX0301.The modeled gravity was interpolated from observed gravity values.
 AX0301
 AX0301;                    North         East    Units  Estimated Accuracy
 AX0301;SPC TXSC     - 4,177,900.      884,470.      MT  (+/- 180 meters Scaled)
 AX0301
 AX0301                          SUPERSEDED SURVEY CONTROL
 AX0301
 AX0301  NGVD 29 (12/23/87)   29.097  (m)           95.46   (f) ADJUSTED    1 1
 AX0301
 AX0301.Superseded values are not recommended for survey control.
 AX0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0301.See file dsdata.txt to determine how the superseded data were derived.
 AX0301
 AX0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT844565(NAD 83)
 AX0301_MARKER: DB = BENCH MARK DISK
 AX0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0301_SP_SET: CONCRETE POST
 AX0301_STAMPING: W 813 1943 RESET 1947
 AX0301_MARK LOGO: CGS   
 AX0301_PROJECTION: PROJECTING 10 CENTIMETERS
 AX0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0301+STABILITY: SURFACE MOTION
 AX0301
 AX0301  HISTORY     - Date     Condition        Report By
 AX0301  HISTORY     - 1947     MONUMENTED       CGS
 AX0301  HISTORY     - 1987     GOOD             NGS
 AX0301
 AX0301                          STATION DESCRIPTION
 AX0301
 AX0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0301'0.6 MI NE FROM HUNGERFORD.
 AX0301'0.6 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0301'STATION AT HUNGERFORD, WHARTON COUNTY, 118 YARDS NORTHEAST OF TRESTLE
 AX0301'NO. 18.72, 80 FEET SOUTHWEST OF A POINT IN LINE WITH A ROW OF POLES
 AX0301'LEADING NORTHWEST, 45.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 4.5 FEET
 AX0301'SOUTHEAST OF A POLE, 1.5 FEET SOUTHEAST OF A FENCE, AND 2.5 FEET
 AX0301'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED W
 AX0301'813 1943 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX0301'0.5 FOOT ABOVE GROUND.
 AX0301
 AX0301                          STATION RECOVERY (1987)
 AX0301
 AX0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0301'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.16 KM (0.72
 AX0301'MI) NORTHEAST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE
 AX0301'HIGHWAY 60 IN HUNGERFORD, 0.14 KM (0.09 MI) NORTHEAST OF THE NORTHEAST
 AX0301'END OF A BRIDGE OVER WEST BERNARD CREEK, 45.4 METERS (149 FT)
 AX0301'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS (45.2 FT)
 AX0301'NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC COMPANY
 AX0301'RAILROAD, 0.4 METER (1.5 FT) SOUTHEAST OF A FENCE.
 AX0301'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 AX0301'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0172 ***********************************************************************
 AX0172  DESIGNATION -  W 814 RESET 1962
 AX0172  PID         -  AX0172
 AX0172  STATE/COUNTY-  TX/COLORADO
 AX0172  USGS QUAD   -  ALLEYTON (1981)
 AX0172
 AX0172                         *CURRENT SURVEY CONTROL
 AX0172  ___________________________________________________________________
 AX0172* NAD 83(1986)-  29 42 53.     (N)    096 28 50.     (W)     SCALED    
 AX0172* NAVD 88     -        63.44   (+/-2cm)     208.1    (feet)  VERTCON   
 AX0172  ___________________________________________________________________
 AX0172  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0172
 AX0172  VERT ORDER  -  THIRD (See Below)
 AX0172
 AX0172.The horizontal coordinates were scaled from a topographic map and have
 AX0172.an estimated accuracy of +/- 6 seconds.
 AX0172
 AX0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0172.The vertical order pertains to the NGVD 29 superseded value.
 AX0172
 AX0172.The geoid height was determined by GEOID03.
 AX0172
 AX0172;                    North         East    Units  Estimated Accuracy
 AX0172;SPC TXSC     - 4,211,130.      843,740.      MT  (+/- 180 meters Scaled)
 AX0172
 AX0172                          SUPERSEDED SURVEY CONTROL
 AX0172
 AX0172  NGVD 29 (??/??/??)   63.42   (m)          208.1    (f) RESET       3  
 AX0172
 AX0172.Superseded values are not recommended for survey control.
 AX0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0172.See file dsdata.txt to determine how the superseded data were derived.
 AX0172
 AX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT437898(NAD 83)
 AX0172_MARKER: DB = BENCH MARK DISK
 AX0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0172_STAMPING: W 814 RESET 1962
 AX0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0172+STABILITY: SURFACE MOTION
 AX0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0172+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX0172
 AX0172  HISTORY     - Date     Condition        Report By
 AX0172  HISTORY     - 1962     MONUMENTED       CGS
 AX0172  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0172  HISTORY     - 20040318 GOOD             USPSQD
 AX0172  HISTORY     - 20050318 GOOD             USPSQD
 AX0172
 AX0172                          STATION DESCRIPTION
 AX0172
 AX0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AX0172'1.0 MI NE FROM ALLEYTON.
 AX0172'TO REACH FROM THE ALLEYTON POST OFFICE, GO SOUTHWEST AND NORTHWESTERLY
 AX0172'ON FARM ROAD 102 FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 90.
 AX0172'TURN RIGHT, GO EASTERLY ON U.S. HIGHWAY 90 FOR 1.5 MILES TO A
 AX0172'CROSSROAD AND BENCH MARK ON THE LEFT, IN THE NORTHWEST ANGLE OF
 AX0172'CROSSROADS, IN THE HIGHWAY RIGHT-OF-WAY FENCELINE, 105 FEET NORTH OF
 AX0172'THE CENTERLINE OF U.S. HIGHWAY 90, 133 FEET WEST-SOUTHWEST OF A
 AX0172'POWERLINE POLE WHICH IS ALONG THE NORTH-SOUTH ROAD RIGHT-OF-WAY
 AX0172'FENCELINE, 61 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 25 FEET
 AX0172'WEST OF A FENCE CORNER, AND 1 FOOT WEST OF A METAL WITNESS POST. A
 AX0172'STANDARD DISK, SET IN A 10X10 INCH CONCRETE POST WHICH PROJECTS 4
 AX0172'INCHES.
 AX0172
 AX0172                          STATION RECOVERY (1991)
 AX0172
 AX0172'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0172'MARK NOT FOUND.
 AX0172
 AX0172                          STATION RECOVERY (2004)
 AX0172
 AX0172'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX0172'RECOVERED IN GOOD CONDITION.
 AX0172
 AX0172                          STATION RECOVERY (2005)
 AX0172
 AX0172'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0141 ***********************************************************************
 AX0141  DESIGNATION -  W 815
 AX0141  PID         -  AX0141
 AX0141  STATE/COUNTY-  TX/COLORADO
 AX0141  USGS QUAD   -  EAGLE LAKE (1981)
 AX0141
 AX0141                         *CURRENT SURVEY CONTROL
 AX0141  ___________________________________________________________________
 AX0141* NAD 83(1986)-  29 36 03.     (N)    096 18 37.     (W)     SCALED    
 AX0141* NAVD 88     -        53.89   (+/-2cm)     176.8    (feet)  VERTCON   
 AX0141  ___________________________________________________________________
 AX0141  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0141
 AX0141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0141
 AX0141.The horizontal coordinates were scaled from a topographic map and have
 AX0141.an estimated accuracy of +/- 6 seconds.
 AX0141
 AX0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0141.The vertical order pertains to the NGVD 29 superseded value.
 AX0141
 AX0141.The geoid height was determined by GEOID03.
 AX0141
 AX0141;                    North         East    Units  Estimated Accuracy
 AX0141;SPC TXSC     - 4,198,880.      860,500.      MT  (+/- 180 meters Scaled)
 AX0141
 AX0141                          SUPERSEDED SURVEY CONTROL
 AX0141
 AX0141  NGVD 29 (??/??/92)   53.874  (m)          176.75   (f) ADJ UNCH    2 0
 AX0141
 AX0141.Superseded values are not recommended for survey control.
 AX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0141.See file dsdata.txt to determine how the superseded data were derived.
 AX0141
 AX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT604775(NAD 83)
 AX0141_MARKER: DB = BENCH MARK DISK
 AX0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0141_STAMPING: W 815 1943
 AX0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0141+STABILITY: SURFACE MOTION
 AX0141
 AX0141  HISTORY     - Date     Condition        Report By
 AX0141  HISTORY     - 1943     MONUMENTED       CGS
 AX0141  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0141
 AX0141                          STATION DESCRIPTION
 AX0141
 AX0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0141'1.3 MI NE FROM EAGLE LAKE.
 AX0141'TO REACH FROM THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE,
 AX0141'PROCEED 1.3 MILE NORTHEASTERLY ALONG THE GULF, COLORADO AND SANTA FE
 AX0141'RAILROAD TRACK TO MILE POST NO. 16 AND SITE OF BENCH MARK.  BENCH MARK
 AX0141'IS 47.5 FEET NORTHWEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AX0141'THE TRACK.  IT IS 4.2 FEET SOUTHWEST OF MILE POST NO. 16, 2.7 FEET
 AX0141'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.1 FEET
 AX0141'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT
 AX0141'ABOVE THE GROUND.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0141
 AX0141                          STATION RECOVERY (1991)
 AX0141
 AX0141'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0183 ***********************************************************************
 AX0183  DESIGNATION -  W 816
 AX0183  PID         -  AX0183
 AX0183  STATE/COUNTY-  TX/COLORADO
 AX0183  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0183
 AX0183                         *CURRENT SURVEY CONTROL
 AX0183  ___________________________________________________________________
 AX0183* NAD 83(1986)-  29 42 05.     (N)    096 20 13.     (W)     SCALED    
 AX0183* NAVD 88     -        61.63   (+/-2cm)     202.2    (feet)  VERTCON   
 AX0183  ___________________________________________________________________
 AX0183  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX0183
 AX0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0183
 AX0183.The horizontal coordinates were scaled from a topographic map and have
 AX0183.an estimated accuracy of +/- 6 seconds.
 AX0183
 AX0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0183.The vertical order pertains to the NGVD 29 superseded value.
 AX0183
 AX0183.The geoid height was determined by GEOID03.
 AX0183
 AX0183;                    North         East    Units  Estimated Accuracy
 AX0183;SPC TXSC     - 4,209,970.      857,660.      MT  (+/- 180 meters Scaled)
 AX0183
 AX0183                          SUPERSEDED SURVEY CONTROL
 AX0183
 AX0183  NGVD 29 (??/??/92)   61.614  (m)          202.15   (f) ADJ UNCH    2 0
 AX0183
 AX0183.Superseded values are not recommended for survey control.
 AX0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0183.See file dsdata.txt to determine how the superseded data were derived.
 AX0183
 AX0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT576886(NAD 83)
 AX0183_MARKER: DB = BENCH MARK DISK
 AX0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0183_SP_SET: BRIDGE
 AX0183_STAMPING: W 816 1943
 AX0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0183+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 AX0183
 AX0183  HISTORY     - Date     Condition        Report By
 AX0183  HISTORY     - 1943     MONUMENTED       CGS
 AX0183  HISTORY     - 20050825 GOOD             USPSQD
 AX0183
 AX0183                          STATION DESCRIPTION
 AX0183
 AX0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0183'9.0 MI SE FROM BERNARDO.
 AX0183'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 1.0 MILE
 AX0183'SOUTHEASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL ROAD
 AX0183'LEADING NORTHEAST, THENCE 2.55 MILES NORTHEASTERLY ALONG A GRAVEL ROAD
 AX0183'TO THE INTERSECTION OF A GRAVEL ROAD LEADING EAST, THENCE 2.25 MILES
 AX0183'EASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL T ROAD,
 AX0183'THENCE 3.2 MILES SOUTHERLY ALONG A GRAVEL ROAD TO A CONCRETE BRIDGE
 AX0183'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF
 AX0183'THE NORTH END OF THE EAST HEADWALL OF A 90.0 FOOT CONCRETE BRIDGE OVER
 AX0183'A CREEK.  IT IS 8.5 FEET EAST OF AND ABOUT 0.5 FOOT ABOVE THE
 AX0183'CENTERLINE OF THE ROAD.
 AX0183
 AX0183                          STATION RECOVERY (2005)
 AX0183
 AX0183'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJG)
 AX0183'THIS BRIDGE WAS NOT BUILT IN 1943, IT IS A MONOTHLIC POUR AND THE MARK
 AX0183'IS EVEN WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1171 ***********************************************************************
 AX1171  DESIGNATION -  W 817
 AX1171  PID         -  AX1171
 AX1171  STATE/COUNTY-  TX/COLORADO
 AX1171  USGS QUAD   -  INDUSTRY (1981)
 AX1171
 AX1171                         *CURRENT SURVEY CONTROL
 AX1171  ___________________________________________________________________
 AX1171* NAD 83(1986)-  29 53 34.     (N)    096 32 49.     (W)     SCALED    
 AX1171* NAVD 88     -       116.210  (meters)     381.27   (feet)  ADJUSTED  
 AX1171  ___________________________________________________________________
 AX1171  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1171  DYNAMIC HT  -         116.051 (meters)     380.74  (feet)  COMP
 AX1171  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 AX1171
 AX1171  VERT ORDER  -  FIRST     CLASS I
 AX1171
 AX1171.The horizontal coordinates were scaled from a topographic map and have
 AX1171.an estimated accuracy of +/- 6 seconds.
 AX1171
 AX1171.The orthometric height was determined by differential leveling
 AX1171.and adjusted by the National Geodetic Survey in June 1991..
 AX1171
 AX1171.The geoid height was determined by GEOID03.
 AX1171
 AX1171.The dynamic height is computed by dividing the NAVD 88
 AX1171.geopotential number by the normal gravity value computed on the
 AX1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1171.degrees latitude (g = 980.6199 gals.).
 AX1171
 AX1171.The modeled gravity was interpolated from observed gravity values.
 AX1171
 AX1171;                    North         East    Units  Estimated Accuracy
 AX1171;SPC TXSC     - 4,230,730.      836,900.      MT  (+/- 180 meters Scaled)
 AX1171
 AX1171                          SUPERSEDED SURVEY CONTROL
 AX1171
 AX1171  NGVD 29 (12/23/87)  116.174  (m)          381.15   (f) ADJUSTED    1 1
 AX1171
 AX1171.Superseded values are not recommended for survey control.
 AX1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1171.See file dsdata.txt to determine how the superseded data were derived.
 AX1171
 AX1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU368094(NAD 83)
 AX1171_MARKER: DB = BENCH MARK DISK
 AX1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1171_SP_SET: CONCRETE POST
 AX1171_STAMPING: W 817 1943
 AX1171_MARK LOGO: CGS   
 AX1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1171+STABILITY: SURFACE MOTION
 AX1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1171+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1171
 AX1171  HISTORY     - Date     Condition        Report By
 AX1171  HISTORY     - 1943     MONUMENTED       CGS
 AX1171  HISTORY     - 1978     GOOD             NGS
 AX1171  HISTORY     - 1986     GOOD             NGS
 AX1171  HISTORY     - 1987     GOOD             USPSQD
 AX1171  HISTORY     - 20041026 GOOD             USPSQD
 AX1171  HISTORY     - 20051106 GOOD             USPSQD
 AX1171
 AX1171                          STATION DESCRIPTION
 AX1171
 AX1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1171'1.55 MI N FROM FRELSBURG.
 AX1171'TO REACH FROM THE FOUR CORNERS AT FRELSBURG, PROCEED 1.55 MILE
 AX1171'NORTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1171'0.9 MILE SOUTH OF THE M-K-T RAILROAD TRACK.  IT IS 0.1 MILE NORTH OF
 AX1171'AND ACROSS THE ROAD FROM THE INTERSECTION OF A DIRT ROAD LEADING WEST,
 AX1171'121.5 FEET NORTH OF THE CENTERLINE OF A 2.5 FOOT OAK TREE, 40.0 FEET
 AX1171'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD,
 AX1171'0.5 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE AND 2.6 FEET NORTH OF A
 AX1171'4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT. A
 AX1171'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 AX1171
 AX1171                          STATION RECOVERY (1978)
 AX1171
 AX1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1171'ADD=131 FEET SOUTH OF CENTERLINE OF DRIVEWAY HOUSE NO. 83, 17 FEET
 AX1171'NORTH OF A FENCE CORNER AND CEDAR TREE.  BENCH MARK IS LOCATED IN THE
 AX1171'SOUTHWEST CORNER OF YARD AND PRESENTLY COVERED WITH
 AX1171'WATERMELON VINES.
 AX1171
 AX1171                          STATION RECOVERY (1986)
 AX1171
 AX1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1171'RECOVERED IN GOOD CONDITION.  THE 1943 DESCRIPTION AND 1978 RECOVERY
 AX1171'NOTE ARE ADEQUATE EXCEPT ADD--4.9 METERS (16.0 FT) NORTH OF A
 AX1171'TELEPHONE JUNCTION BOX.
 AX1171
 AX1171                          STATION RECOVERY (1987)
 AX1171
 AX1171'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1171'RECOVERED IN GOOD CONDITION.
 AX1171
 AX1171                          STATION RECOVERY (2004)
 AX1171
 AX1171'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1171'NEW PLASTIC WITNESS POST.
 AX1171
 AX1171                          STATION RECOVERY (2005)
 AX1171
 AX1171'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1171'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1104 ***********************************************************************
 AX1104  DESIGNATION -  W 818
 AX1104  PID         -  AX1104
 AX1104  STATE/COUNTY-  TX/COLORADO
 AX1104  USGS QUAD   -  BORDEN (1981)
 AX1104
 AX1104                         *CURRENT SURVEY CONTROL
 AX1104  ___________________________________________________________________
 AX1104* NAD 83(1986)-  29 41 56.     (N)    096 44 27.     (W)     SCALED    
 AX1104* NAVD 88     -       115.15   (+/-2cm)     377.8    (feet)  VERTCON   
 AX1104  ___________________________________________________________________
 AX1104  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1104
 AX1104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1104
 AX1104.The horizontal coordinates were scaled from a topographic map and have
 AX1104.an estimated accuracy of +/- 6 seconds.
 AX1104
 AX1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1104.The vertical order pertains to the NGVD 29 superseded value.
 AX1104
 AX1104.The geoid height was determined by GEOID03.
 AX1104
 AX1104;                    North         East    Units  Estimated Accuracy
 AX1104;SPC TXSC     - 4,208,870.      818,600.      MT  (+/- 180 meters Scaled)
 AX1104
 AX1104                          SUPERSEDED SURVEY CONTROL
 AX1104
 AX1104  NGVD 29 (??/??/92)  115.114  (m)          377.67   (f) ADJ UNCH    2 0
 AX1104
 AX1104.Superseded values are not recommended for survey control.
 AX1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1104.See file dsdata.txt to determine how the superseded data were derived.
 AX1104
 AX1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT185875(NAD 83)
 AX1104_MARKER: DB = BENCH MARK DISK
 AX1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1104_SP_SET: CULVERT
 AX1104_STAMPING: W 818 1943
 AX1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1104+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1104
 AX1104  HISTORY     - Date     Condition        Report By
 AX1104  HISTORY     - 1943     MONUMENTED       CGS
 AX1104  HISTORY     - 1987     GOOD             USPSQD
 AX1104  HISTORY     - 1987     GOOD             USPSQD
 AX1104  HISTORY     - 19970608 GOOD             USPSQD
 AX1104  HISTORY     - 20020727 GOOD             USPSQD
 AX1104  HISTORY     - 20040318 GOOD             USPSQD
 AX1104  HISTORY     - 20050318 GOOD             USPSQD
 AX1104
 AX1104                          STATION DESCRIPTION
 AX1104
 AX1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1104'2.55 MI E FROM WEIMAR.
 AX1104'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 2.55 MILES EASTERLY
 AX1104'ALONG U.S. HIGHWAY NO. 90 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1104'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF
 AX1104'THE SOUTH HEADWALL OF A 4X5 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1104'HIGHWAY.  IT IS 26.6 FEET SOUTH OF AND ABOUT 2.5 FEET BELOW THE
 AX1104'CENTERLINE OF THE HIGHWAY.
 AX1104
 AX1104                          STATION RECOVERY (1987)
 AX1104
 AX1104'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1104'RECOVERED IN GOOD CONDITION.
 AX1104
 AX1104                          STATION RECOVERY (1987)
 AX1104
 AX1104'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1104'RECOVERED IN GOOD CONDITION.
 AX1104
 AX1104                          STATION RECOVERY (1997)
 AX1104
 AX1104'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1104'RECOVERED IN GOOD CONDITION.
 AX1104
 AX1104                          STATION RECOVERY (2002)
 AX1104
 AX1104'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1104'RECOVERED IN GOOD CONDITION.
 AX1104
 AX1104                          STATION RECOVERY (2004)
 AX1104
 AX1104'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1104'RECOVERED IN GOOD CONDITION.
 AX1104
 AX1104                          STATION RECOVERY (2005)
 AX1104
 AX1104'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1487 ***********************************************************************
 AX1487  DESIGNATION -  W 819
 AX1487  PID         -  AX1487
 AX1487  STATE/COUNTY-  TX/FAYETTE
 AX1487  USGS QUAD   -  FLATONIA (1981)
 AX1487
 AX1487                         *CURRENT SURVEY CONTROL
 AX1487  ___________________________________________________________________
 AX1487* NAD 83(1986)-  29 40 49.     (N)    097 04 40.     (W)     SCALED    
 AX1487* NAVD 88     -       118.73   (+/-2cm)     389.5    (feet)  VERTCON   
 AX1487  ___________________________________________________________________
 AX1487  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX1487
 AX1487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1487
 AX1487.The horizontal coordinates were scaled from a topographic map and have
 AX1487.an estimated accuracy of +/- 6 seconds.
 AX1487
 AX1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1487.The vertical order pertains to the NGVD 29 superseded value.
 AX1487
 AX1487.The geoid height was determined by GEOID03.
 AX1487
 AX1487;                    North         East    Units  Estimated Accuracy
 AX1487;SPC TXSC     - 4,206,220.      786,030.      MT  (+/- 180 meters Scaled)
 AX1487
 AX1487                          SUPERSEDED SURVEY CONTROL
 AX1487
 AX1487  NGVD 29 (??/??/92)  118.691  (m)          389.41   (f) ADJ UNCH    2 0
 AX1487
 AX1487.Superseded values are not recommended for survey control.
 AX1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1487.See file dsdata.txt to determine how the superseded data were derived.
 AX1487
 AX1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT860849(NAD 83)
 AX1487_MARKER: DB = BENCH MARK DISK
 AX1487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1487_SP_SET: CULVERT
 AX1487_STAMPING: W 819 1943
 AX1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1487+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1487
 AX1487  HISTORY     - Date     Condition        Report By
 AX1487  HISTORY     - 1943     MONUMENTED       CGS
 AX1487  HISTORY     - 1987     GOOD             USPSQD
 AX1487  HISTORY     - 1988     GOOD             USPSQD
 AX1487  HISTORY     - 19970607 GOOD             USPSQD
 AX1487  HISTORY     - 20040318 GOOD             USPSQD
 AX1487  HISTORY     - 20050318 GOOD             USPSQD
 AX1487
 AX1487                          STATION DESCRIPTION
 AX1487
 AX1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1487'1.7 MI E FROM FLATONIA.
 AX1487'TO REACH FROM THE METHODIST CHURCH AT FLATONIA, PROCEED 1.8 MILE
 AX1487'EASTERLY ALONG U.S. HIGHWAY NO.90 TO A CONCRETE CULVERT AND SITE OF
 AX1487'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST END
 AX1487'OF THE NORTH HEADWALL OF A 4X18 FOOT THREE WAY CONCRETE BOX CULVERT
 AX1487'UNDER THE HIGHWAY.  IT IS 23.7 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW
 AX1487'THE CENTERLINE OF THE HIGHWAY.
 AX1487
 AX1487                          STATION RECOVERY (1987)
 AX1487
 AX1487'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1487'RECOVERED IN GOOD CONDITION.
 AX1487
 AX1487                          STATION RECOVERY (1988)
 AX1487
 AX1487'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1487'RECOVERED IN GOOD CONDITION.
 AX1487
 AX1487                          STATION RECOVERY (1997)
 AX1487
 AX1487'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1487'RECOVERED IN GOOD CONDITION.
 AX1487
 AX1487                          STATION RECOVERY (2004)
 AX1487
 AX1487'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1487'RECOVERED IN GOOD CONDITION.
 AX1487
 AX1487                          STATION RECOVERY (2005)
 AX1487
 AX1487'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0981 ***********************************************************************
 AY0981  DESIGNATION -  W 82
 AY0981  PID         -  AY0981
 AY0981  STATE/COUNTY-  TX/BEXAR
 AY0981  USGS QUAD   -  CASTLE HILLS (1992)
 AY0981
 AY0981                         *CURRENT SURVEY CONTROL
 AY0981  ___________________________________________________________________
 AY0981* NAD 83(1986)-  29 34 08.     (N)    098 34 42.     (W)     SCALED    
 AY0981* NAVD 88     -       286.101  (meters)     938.65   (feet)  POSTED    
 AY0981  ___________________________________________________________________
 AY0981  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AY0981  DYNAMIC HT  -         285.680 (meters)     937.27  (feet)  COMP
 AY0981  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 AY0981
 AY0981  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0981
 AY0981.The horizontal coordinates were scaled from a topographic map and have
 AY0981.an estimated accuracy of +/- 6 seconds.
 AY0981
 AY0981.The orthometric height was determined by differential leveling
 AY0981.and adjusted by the National Geodetic Survey in 1992..
 AY0981.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0981.rate of 1.1 thru 2.0 mm/km.
 AY0981
 AY0981.The geoid height was determined by GEOID03.
 AY0981
 AY0981.The dynamic height is computed by dividing the NAVD 88
 AY0981.geopotential number by the normal gravity value computed on the
 AY0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0981.degrees latitude (g = 980.6199 gals.).
 AY0981
 AY0981.The modeled gravity was interpolated from observed gravity values.
 AY0981
 AY0981;                    North         East    Units  Estimated Accuracy
 AY0981;SPC TXSC     - 4,192,420.      640,850.      MT  (+/- 180 meters Scaled)
 AY0981
 AY0981                          SUPERSEDED SURVEY CONTROL
 AY0981
 AY0981  NGVD 29 (??/??/92)  285.980  (m)          938.25   (f) ADJ UNCH    1 2
 AY0981
 AY0981.Superseded values are not recommended for survey control.
 AY0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0981.See file dsdata.txt to determine how the superseded data were derived.
 AY0981
 AY0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT408710(NAD 83)
 AY0981_MARKER: DB = BENCH MARK DISK
 AY0981_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AY0981_SP_SET: UNSPEC. ROCK
 AY0981_STAMPING: W 82 1931
 AY0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0981
 AY0981  HISTORY     - Date     Condition        Report By
 AY0981  HISTORY     - 1931     MONUMENTED       CGS
 AY0981  HISTORY     - 1953     GOOD             NGS
 AY0981  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0981  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0981  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0981
 AY0981                          STATION DESCRIPTION
 AY0981
 AY0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0981'11.9 MI NW FROM SAN ANTONIO.
 AY0981'11.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0981'CROSSING OF WEST COMMERCE STREET AT SAN ANTONIO, AT SHAVNO SIDING, 4
 AY0981'1/2 POLES SOUTHEAST OF MILEPOST 251, 12 1/2 RAILS SOUTHEAST OF BRIDGE
 AY0981'250.90, 9 1/2 RAILS NORTHWEST OF THE STATION SIGN AT SHAVNO, 35 FEET
 AY0981'SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET NORTHEAST OF A FENCE, 2 FEET
 AY0981'SOUTHEAST OF A WITNESS POST, 0.8 FOOT ABOVE THE GROUND, SET IN THE TOP
 AY0981'OF THE CENTER OF A ROCK.
 AY0981
 AY0981                          STATION RECOVERY (1982)
 AY0981
 AY0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0981'AREA HAS RECENTLY BEEN BULLDOZED, DISK NOT RECOVERED.
 AY0981
 AY0981                          STATION RECOVERY (1986)
 AY0981
 AY0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0981'MARK NOT FOUND.
 AY0981
 AY0981                          STATION RECOVERY (1995)
 AY0981
 AY0981'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1365 ***********************************************************************
 AX1365  DESIGNATION -  W 821
 AX1365  PID         -  AX1365
 AX1365  STATE/COUNTY-  TX/GONZALES
 AX1365  USGS QUAD   -  GONZALES NORTH (1981)
 AX1365
 AX1365                         *CURRENT SURVEY CONTROL
 AX1365  ___________________________________________________________________
 AX1365* NAD 83(1986)-  29 30 12.     (N)    097 26 47.     (W)     SCALED    
 AX1365* NAVD 88     -        89.71   (+/-2cm)     294.3    (feet)  VERTCON   
 AX1365  ___________________________________________________________________
 AX1365  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AX1365
 AX1365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1365
 AX1365.The horizontal coordinates were scaled from a topographic map and have
 AX1365.an estimated accuracy of +/- 6 seconds.
 AX1365
 AX1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1365.The vertical order pertains to the NGVD 29 superseded value.
 AX1365
 AX1365.The geoid height was determined by GEOID03.
 AX1365
 AX1365;                    North         East    Units  Estimated Accuracy
 AX1365;SPC TXSC     - 4,186,080.      750,620.      MT  (+/- 180 meters Scaled)
 AX1365
 AX1365                          SUPERSEDED SURVEY CONTROL
 AX1365
 AX1365  NGVD 29 (??/??/92)   89.672  (m)          294.20   (f) ADJ UNCH    2 0
 AX1365
 AX1365.Superseded values are not recommended for survey control.
 AX1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1365.See file dsdata.txt to determine how the superseded data were derived.
 AX1365
 AX1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT505647(NAD 83)
 AX1365_MARKER: DB = BENCH MARK DISK
 AX1365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1365_SP_SET: PLATFORM
 AX1365_STAMPING: W 821 1943
 AX1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX1365+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AX1365
 AX1365  HISTORY     - Date     Condition        Report By
 AX1365  HISTORY     - 1943     MONUMENTED       CGS
 AX1365  HISTORY     - 1987     GOOD             USPSQD
 AX1365  HISTORY     - 1988     GOOD             USPSQD
 AX1365  HISTORY     - 1988     GOOD             USPSQD
 AX1365  HISTORY     - 1989     GOOD             USPSQD
 AX1365  HISTORY     - 20031001 GOOD             USPSQD
 AX1365
 AX1365                          STATION DESCRIPTION
 AX1365
 AX1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1365'IN GONZALES.
 AX1365'AT GONZALES, GONZALES COUNTY, AT THE HIGH SCHOOL, AT THE NORTH
 AX1365'ENTRANCE TO THE AUDITORIUM, IN THE TOP OF THE CONCRETE PLATFORM, 11
 AX1365'FEET EAST OF THE CENTER OF THE ENTRANCE, AND 1 FOOT NORTH OF THE NORTH
 AX1365'WALL.  A STANDARD DISK, STAMPED W 821 1943.
 AX1365
 AX1365                          STATION RECOVERY (1987)
 AX1365
 AX1365'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1365'RECOVERED IN GOOD CONDITION.
 AX1365
 AX1365                          STATION RECOVERY (1988)
 AX1365
 AX1365'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1365'RECOVERED IN GOOD CONDITION.
 AX1365
 AX1365                          STATION RECOVERY (1988)
 AX1365
 AX1365'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1365'RECOVERED IN GOOD CONDITION.
 AX1365
 AX1365                          STATION RECOVERY (1989)
 AX1365
 AX1365'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1365'RECOVERED IN GOOD CONDITION.
 AX1365
 AX1365                          STATION RECOVERY (2003)
 AX1365
 AX1365'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1402 ***********************************************************************
 AX1402  DESIGNATION -  W 822
 AX1402  PID         -  AX1402
 AX1402  STATE/COUNTY-  TX/FAYETTE
 AX1402  USGS QUAD   -  CISTERN (1981)
 AX1402
 AX1402                         *CURRENT SURVEY CONTROL
 AX1402  ___________________________________________________________________
 AX1402* NAD 83(1986)-  29 45 03.     (N)    097 14 37.     (W)     SCALED    
 AX1402* NAVD 88     -       105.31   (+/-2cm)     345.5    (feet)  VERTCON   
 AX1402  ___________________________________________________________________
 AX1402  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AX1402
 AX1402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1402
 AX1402.The horizontal coordinates were scaled from a topographic map and have
 AX1402.an estimated accuracy of +/- 6 seconds.
 AX1402
 AX1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1402.The vertical order pertains to the NGVD 29 superseded value.
 AX1402
 AX1402.The geoid height was determined by GEOID03.
 AX1402
 AX1402;                    North         East    Units  Estimated Accuracy
 AX1402;SPC TXSC     - 4,213,790.      769,860.      MT  (+/- 180 meters Scaled)
 AX1402
 AX1402                          SUPERSEDED SURVEY CONTROL
 AX1402
 AX1402  NGVD 29 (??/??/92)  105.262  (m)          345.35   (f) ADJ UNCH    2 0
 AX1402
 AX1402.Superseded values are not recommended for survey control.
 AX1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1402.See file dsdata.txt to determine how the superseded data were derived.
 AX1402
 AX1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT698924(NAD 83)
 AX1402_MARKER: DB = BENCH MARK DISK
 AX1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1402_STAMPING: W 822 1943
 AX1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1402+STABILITY: SURFACE MOTION
 AX1402
 AX1402  HISTORY     - Date     Condition        Report By
 AX1402  HISTORY     - 1943     MONUMENTED       CGS
 AX1402  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1402
 AX1402                          STATION DESCRIPTION
 AX1402
 AX1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1402'6.2 MI NE FROM WAELDER.
 AX1402'IN FAYETTE COUNTY, 4.6 MILES NORTH ALONG A GRADED ROAD LEADING TO
 AX1402'CISTERN FROM THE CITY WATER TANK AT WAELDER, GONZALES COUNTY, THENCE
 AX1402'1.6 MILES EAST.  AT A SMALL STEEL BRIDGE, 153 FEET EAST OF THE EAST
 AX1402'END OF THE BRIDGE, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET
 AX1402'NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AX1402'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 AX1402'W 822 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 AX1402'ABOVE GROUND.
 AX1402
 AX1402                          STATION RECOVERY (1997)
 AX1402
 AX1402'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2819 ***********************************************************************
 AX2819  DESIGNATION -  W 823 RESET
 AX2819  PID         -  AX2819
 AX2819  STATE/COUNTY-  TX/FAYETTE
 AX2819  USGS QUAD   -  TOGO (1981)
 AX2819
 AX2819                         *CURRENT SURVEY CONTROL
 AX2819  ___________________________________________________________________
 AX2819* NAD 83(1986)-  29 53 29.     (N)    097 08 52.     (W)     SCALED    
 AX2819* NAVD 88     -       115.70   (+/-2cm)     379.6    (feet)  VERTCON   
 AX2819  ___________________________________________________________________
 AX2819  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AX2819
 AX2819  VERT ORDER  -  THIRD (See Below)
 AX2819
 AX2819.The horizontal coordinates were scaled from a topographic map and have
 AX2819.an estimated accuracy of +/- 6 seconds.
 AX2819
 AX2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2819.The vertical order pertains to the NGVD 29 superseded value.
 AX2819
 AX2819.The geoid height was determined by GEOID03.
 AX2819
 AX2819;                    North         East    Units  Estimated Accuracy
 AX2819;SPC TXSC     - 4,229,510.      778,890.      MT  (+/- 180 meters Scaled)
 AX2819
 AX2819                          SUPERSEDED SURVEY CONTROL
 AX2819
 AX2819  NGVD 29 (01/29/03)  115.65   (m)          379.4    (f) RESET       3  
 AX2819
 AX2819.Superseded values are not recommended for survey control.
 AX2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2819.See file dsdata.txt to determine how the superseded data were derived.
 AX2819
 AX2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU788081(NAD 83)
 AX2819_MARKER: DB = BENCH MARK DISK
 AX2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2819_SP_SET: CONCRETE POST
 AX2819_STAMPING: W 823 RESET 1982
 AX2819_MARK LOGO: NGS   
 AX2819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2819+STABILITY: SURFACE MOTION
 AX2819
 AX2819  HISTORY     - Date     Condition        Report By
 AX2819  HISTORY     - 1982     MONUMENTED       NGS
 AX2819
 AX2819                          STATION DESCRIPTION
 AX2819
 AX2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AX2819'6.1 MI (9.8 KM) NORTH ALONG STATE HIGHWAY 95 FROM THE MAIN
 AX2819'INTERSECTION IN CISTERN TO DIRT ROAD RIGHT. TURN RIGHT, EAST FOR 3.0
 AX2819'MI (4.8 KM) TO MARK ON THE LEFT, 200 FT (61.0 M) WEST OF A SMALL
 AX2819'BRIDGE, 22.0 FT (6.7 M) NORTH OF THE CENTER OF THE ROAD, 1.3 FT
 AX2819'(0.4 M) EAST OF A METAL WITNESS POST AND 0.8 FT (0.2 M) SOUTH OF A
 AX2819'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1411 ***********************************************************************
 AX1411  DESIGNATION -  W 824
 AX1411  PID         -  AX1411
 AX1411  STATE/COUNTY-  TX/FAYETTE
 AX1411  USGS QUAD   -  TOGO (1981)
 AX1411
 AX1411                         *CURRENT SURVEY CONTROL
 AX1411  ___________________________________________________________________
 AX1411* NAD 83(1986)-  29 53 33.     (N)    097 11 41.     (W)     SCALED    
 AX1411* NAVD 88     -       123.62   (+/-2cm)     405.6    (feet)  VERTCON   
 AX1411  ___________________________________________________________________
 AX1411  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AX1411
 AX1411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1411
 AX1411.The horizontal coordinates were scaled from a topographic map and have
 AX1411.an estimated accuracy of +/- 6 seconds.
 AX1411
 AX1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1411.The vertical order pertains to the NGVD 29 superseded value.
 AX1411
 AX1411.The geoid height was determined by GEOID03.
 AX1411
 AX1411;                    North         East    Units  Estimated Accuracy
 AX1411;SPC TXSC     - 4,229,560.      774,350.      MT  (+/- 180 meters Scaled)
 AX1411
 AX1411                          SUPERSEDED SURVEY CONTROL
 AX1411
 AX1411  NGVD 29 (??/??/92)  123.571  (m)          405.42   (f) ADJ UNCH    2 0
 AX1411
 AX1411.Superseded values are not recommended for survey control.
 AX1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1411.See file dsdata.txt to determine how the superseded data were derived.
 AX1411
 AX1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU743082(NAD 83)
 AX1411_MARKER: DB = BENCH MARK DISK
 AX1411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1411_SP_SET: BRIDGE
 AX1411_STAMPING: W 824 1943
 AX1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1411
 AX1411  HISTORY     - Date     Condition        Report By
 AX1411  HISTORY     - 1943     MONUMENTED       CGS
 AX1411  HISTORY     - 1960     GOOD             NGS
 AX1411
 AX1411                          STATION DESCRIPTION
 AX1411
 AX1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1411'5.8 MI N FROM CISTERN.
 AX1411'5.8 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION AT
 AX1411'CISTERN, FAYETTE COUNTY, 0.2 MILE SOUTH OF THE FAYETTE-BASTROP COUNTY
 AX1411'LINE, AT A SMALL CONCRETE BRIDGE, IN THE TOP OF THE SOUTH END OF THE
 AX1411'WEST CURB OF THE BRIDGE, 15 FEET WEST OF THE CENTERLINE OF THE
 AX1411'HIGHWAY, 0.5 FOOT NORTH OF THE SOUTH GUARDRAIL POST, AND 0.8 FOOT
 AX1411'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1412 ***********************************************************************
 AX1412  DESIGNATION -  W 824 RESET 1960
 AX1412  PID         -  AX1412
 AX1412  STATE/COUNTY-  TX/FAYETTE
 AX1412  USGS QUAD   -  TOGO (1981)
 AX1412
 AX1412                         *CURRENT SURVEY CONTROL
 AX1412  ___________________________________________________________________
 AX1412* NAD 83(1986)-  29 53 32.     (N)    097 11 40.     (W)     SCALED    
 AX1412* NAVD 88     -       123.09   (+/-2cm)     403.8    (feet)  VERTCON   
 AX1412  ___________________________________________________________________
 AX1412  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AX1412
 AX1412  VERT ORDER  -  THIRD (See Below)
 AX1412
 AX1412.The horizontal coordinates were scaled from a topographic map and have
 AX1412.an estimated accuracy of +/- 6 seconds.
 AX1412
 AX1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1412.The vertical order pertains to the NGVD 29 superseded value.
 AX1412
 AX1412.The geoid height was determined by GEOID03.
 AX1412
 AX1412;                    North         East    Units  Estimated Accuracy
 AX1412;SPC TXSC     - 4,229,530.      774,380.      MT  (+/- 180 meters Scaled)
 AX1412
 AX1412                          SUPERSEDED SURVEY CONTROL
 AX1412
 AX1412  NGVD 29 (??/??/??)  123.04   (m)          403.7    (f) RESET       3  
 AX1412
 AX1412.Superseded values are not recommended for survey control.
 AX1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1412.See file dsdata.txt to determine how the superseded data were derived.
 AX1412
 AX1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU743082(NAD 83)
 AX1412_MARKER: DB = BENCH MARK DISK
 AX1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1412_STAMPING: W 824 RESET 1960
 AX1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1412+STABILITY: SURFACE MOTION
 AX1412
 AX1412  HISTORY     - Date     Condition        Report By
 AX1412  HISTORY     - 1960     MONUMENTED       CGS
 AX1412  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1412
 AX1412                          STATION DESCRIPTION
 AX1412
 AX1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AX1412'5.8 MI N FROM CISTERN.
 AX1412'ABOUT 5.8 MILES NORTH ALONG STATE HIGHWAY NO. 95 FROM THE MAIN ROAD
 AX1412'INTERSECTION IN CISTERN AT A T ROAD INTERSECTION WHICH IS 0.2 MILE
 AX1412'SOUTH OF A T ROAD INTERSECTION AT THE COUNTY LINE.  THE MARK IS ABOUT
 AX1412'25 YARDS WEST OF A CONCRETE BRIDGE, 11 YARDS SOUTH OF THE CENTERLINE
 AX1412'OF THE T ROAD WEST, 3 FEET NORTH OF THE SOUTH FENCE LINE OF THE ROAD
 AX1412'WEST AND IN THE EDGE OF THE TIMBER.  A STANDARD DISK STAMPED W 824
 AX1412'RESET 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 AX1412
 AX1412                          STATION RECOVERY (1991)
 AX1412
 AX1412'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1360 ***********************************************************************
 AX1360  DESIGNATION -  W 825
 AX1360  PID         -  AX1360
 AX1360  STATE/COUNTY-  TX/GONZALES
 AX1360  USGS QUAD   -  FLATONIA NW (1981)
 AX1360
 AX1360                         *CURRENT SURVEY CONTROL
 AX1360  ___________________________________________________________________
 AX1360* NAD 83(1986)-  29 40 50.     (N)    097 11 41.     (W)     SCALED    
 AX1360* NAVD 88     -        97.23   (+/-2cm)     319.0    (feet)  VERTCON   
 AX1360  ___________________________________________________________________
 AX1360  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AX1360
 AX1360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1360
 AX1360.The horizontal coordinates were scaled from a topographic map and have
 AX1360.an estimated accuracy of +/- 6 seconds.
 AX1360
 AX1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1360.The vertical order pertains to the NGVD 29 superseded value.
 AX1360
 AX1360.The geoid height was determined by GEOID03.
 AX1360
 AX1360;                    North         East    Units  Estimated Accuracy
 AX1360;SPC TXSC     - 4,206,070.      774,710.      MT  (+/- 180 meters Scaled)
 AX1360
 AX1360                          SUPERSEDED SURVEY CONTROL
 AX1360
 AX1360  NGVD 29 (??/??/92)   97.191  (m)          318.87   (f) ADJ UNCH    2 0
 AX1360
 AX1360.Superseded values are not recommended for survey control.
 AX1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1360.See file dsdata.txt to determine how the superseded data were derived.
 AX1360
 AX1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT746847(NAD 83)
 AX1360_MARKER: DB = BENCH MARK DISK
 AX1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1360_SP_SET: BRIDGE ABUTMENT
 AX1360_STAMPING: W 825 1943
 AX1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1360+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1360
 AX1360  HISTORY     - Date     Condition        Report By
 AX1360  HISTORY     - 1943     MONUMENTED       CGS
 AX1360  HISTORY     - 1987     GOOD             USPSQD
 AX1360  HISTORY     - 1988     GOOD             USPSQD
 AX1360  HISTORY     - 20050318 GOOD             USPSQD
 AX1360
 AX1360                          STATION DESCRIPTION
 AX1360
 AX1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1360'4.7 MI W FROM FLATONIA.
 AX1360'IN GONZALES COUNTY, 4.7 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE
 AX1360'SOUTHERN PACIFIC CO. RAILROAD STATION AT FLATONIA, FAYETTE COUNTY, AT
 AX1360'A CONCRETE BRIDGE, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT,
 AX1360'18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE
 AX1360'SOUTH GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 AX1360'DISK, STAMPED W 825 1943.
 AX1360
 AX1360                          STATION RECOVERY (1987)
 AX1360
 AX1360'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1360'RECOVERED IN GOOD CONDITION.
 AX1360
 AX1360                          STATION RECOVERY (1988)
 AX1360
 AX1360'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1360'RECOVERED IN GOOD CONDITION.
 AX1360
 AX1360                          STATION RECOVERY (2005)
 AX1360
 AX1360'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1815 ***********************************************************************
 AX1815  DESIGNATION -  W 826
 AX1815  PID         -  AX1815
 AX1815  STATE/COUNTY-  TX/GONZALES
 AX1815  USGS QUAD   -  SHINER (1987)
 AX1815
 AX1815                         *CURRENT SURVEY CONTROL
 AX1815  ___________________________________________________________________
 AX1815* NAD 83(1986)-  29 27 16.     (N)    097 13 59.     (W)     SCALED    
 AX1815* NAVD 88     -       146.21   (+/-2cm)     479.7    (feet)  VERTCON   
 AX1815  ___________________________________________________________________
 AX1815  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX1815
 AX1815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1815
 AX1815.The horizontal coordinates were scaled from a topographic map and have
 AX1815.an estimated accuracy of +/- 6 seconds.
 AX1815
 AX1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1815.The vertical order pertains to the NGVD 29 superseded value.
 AX1815
 AX1815.The geoid height was determined by GEOID03.
 AX1815
 AX1815;                    North         East    Units  Estimated Accuracy
 AX1815;SPC TXSC     - 4,180,960.      771,380.      MT  (+/- 180 meters Scaled)
 AX1815
 AX1815                          SUPERSEDED SURVEY CONTROL
 AX1815
 AX1815  NGVD 29 (??/??/92)  146.178  (m)          479.59   (f) ADJ UNCH    2 0
 AX1815
 AX1815.Superseded values are not recommended for survey control.
 AX1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1815.See file dsdata.txt to determine how the superseded data were derived.
 AX1815
 AX1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT713596(NAD 83)
 AX1815_MARKER: DB = BENCH MARK DISK
 AX1815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1815_SP_SET: CULVERT
 AX1815_STAMPING: W 826 1943
 AX1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1815
 AX1815  HISTORY     - Date     Condition        Report By
 AX1815  HISTORY     - 1943     MONUMENTED       CGS
 AX1815
 AX1815                          STATION DESCRIPTION
 AX1815
 AX1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1815'4.1 MI W FROM SHINER.
 AX1815'TO REACH FROM THE CITY HALL AT SHINER, PROCEED WESTERLY ON STATE
 AX1815'HIGHWAY NUMBER 200 AND GO 4.1 MILES TO A CONCRETE CULVERT AND SITE OF
 AX1815'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE EAST END OF
 AX1815'THE SOUTH HEAD-WALL OF THE CULVERT, IT IS 24 FEET SOUTH OF AND ABOUT
 AX1815'1.5 FOOT BELOW THE CENTER-LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2835 ***********************************************************************
 AX2835  DESIGNATION -  W 826 RESET
 AX2835  PID         -  AX2835
 AX2835  STATE/COUNTY-  TX/GONZALES
 AX2835  USGS QUAD   -  SHINER (1987)
 AX2835
 AX2835                         *CURRENT SURVEY CONTROL
 AX2835  ___________________________________________________________________
 AX2835* NAD 83(1986)-  29 27 16.     (N)    097 13 59.     (W)     SCALED    
 AX2835* NAVD 88     -       146.09   (+/-2cm)     479.3    (feet)  VERTCON   
 AX2835  ___________________________________________________________________
 AX2835  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX2835
 AX2835  VERT ORDER  -  THIRD (See Below)
 AX2835
 AX2835.The horizontal coordinates were scaled from a topographic map and have
 AX2835.an estimated accuracy of +/- 6 seconds.
 AX2835
 AX2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2835.The vertical order pertains to the NGVD 29 superseded value.
 AX2835
 AX2835.The geoid height was determined by GEOID03.
 AX2835
 AX2835;                    North         East    Units  Estimated Accuracy
 AX2835;SPC TXSC     - 4,180,960.      771,380.      MT  (+/- 180 meters Scaled)
 AX2835
 AX2835                          SUPERSEDED SURVEY CONTROL
 AX2835
 AX2835  NGVD 29 (01/29/03)  146.06   (m)          479.2    (f) RESET       3  
 AX2835
 AX2835.Superseded values are not recommended for survey control.
 AX2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2835.See file dsdata.txt to determine how the superseded data were derived.
 AX2835
 AX2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT713596(NAD 83)
 AX2835_MARKER: DV = VERTICAL CONTROL DISK
 AX2835_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2835_SP_SET: CULVERT
 AX2835_STAMPING: W 826 RESET 1986
 AX2835_MARK LOGO: NGS   
 AX2835_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2835+STABILITY: SURFACE MOTION
 AX2835
 AX2835  HISTORY     - Date     Condition        Report By
 AX2835  HISTORY     - 1986     MONUMENTED       TXHD
 AX2835
 AX2835                          STATION DESCRIPTION
 AX2835
 AX2835'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 AX2835'4.1 MILES (6.6 KM) WEST ALONG US HIGHWAY 90A FROM THE CITY HALL IN
 AX2835'SHINER, IN THE NORTHEAST CORNER OF DECK, 34.6 FEET (10.5 M) NORTH OF
 AX2835'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1524 ***********************************************************************
 AX1524  DESIGNATION -  W 827
 AX1524  PID         -  AX1524
 AX1524  STATE/COUNTY-  TX/GONZALES
 AX1524  USGS QUAD   -  DILWORTH (1981)
 AX1524
 AX1524                         *CURRENT SURVEY CONTROL
 AX1524  ___________________________________________________________________
 AX1524* NAD 83(1986)-  29 34 51.     (N)    097 18 26.     (W)     SCALED    
 AX1524* NAVD 88     -        86.62   (+/-2cm)     284.2    (feet)  VERTCON   
 AX1524  ___________________________________________________________________
 AX1524  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AX1524
 AX1524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1524
 AX1524.The horizontal coordinates were scaled from a topographic map and have
 AX1524.an estimated accuracy of +/- 6 seconds.
 AX1524
 AX1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1524.The vertical order pertains to the NGVD 29 superseded value.
 AX1524
 AX1524.The geoid height was determined by GEOID03.
 AX1524
 AX1524;                    North         East    Units  Estimated Accuracy
 AX1524;SPC TXSC     - 4,194,860.      763,990.      MT  (+/- 180 meters Scaled)
 AX1524
 AX1524                          SUPERSEDED SURVEY CONTROL
 AX1524
 AX1524  NGVD 29 (??/??/92)   86.589  (m)          284.08   (f) ADJ UNCH    2 0
 AX1524
 AX1524.Superseded values are not recommended for survey control.
 AX1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1524.See file dsdata.txt to determine how the superseded data were derived.
 AX1524
 AX1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT639735(NAD 83)
 AX1524_MARKER: DB = BENCH MARK DISK
 AX1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1524_STAMPING: W 827 1943
 AX1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1524+STABILITY: SURFACE MOTION
 AX1524
 AX1524  HISTORY     - Date     Condition        Report By
 AX1524  HISTORY     - 1943     MONUMENTED       CGS
 AX1524
 AX1524                          STATION DESCRIPTION
 AX1524
 AX1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1524'9.7 MI S FROM WAELDER.
 AX1524'6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE SOUTHERN PACIFIC
 AX1524'CO. RAILROAD STATION AT WAELDER, GONZALES COUNTY, THENCE 2.9 MILES
 AX1524'SOUTHEAST ALONG A GRADED DIRT ROAD.  AT THE INTERSECTION OF A PRIVATE
 AX1524'ROAD, 144 FEET SOUTH OF A SMALL BRIDGE, 30 FEET NORTH OF THE EXTENDED
 AX1524'CENTERLINE OF THE DRIVE, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 1
 AX1524'FOOT EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN
 AX1524'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED W 827
 AX1524'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1524'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0246 ***********************************************************************
 AY0246  DESIGNATION -  W 828
 AY0246  PID         -  AY0246
 AY0246  STATE/COUNTY-  TX/WILSON
 AY0246  USGS QUAD   -  POTH (1961)
 AY0246
 AY0246                         *CURRENT SURVEY CONTROL
 AY0246  ___________________________________________________________________
 AY0246* NAD 83(1986)-  29 03 26.     (N)    098 04 21.     (W)     SCALED    
 AY0246* NAVD 88     -       124.039  (meters)     406.95   (feet)  ADJUSTED  
 AY0246  ___________________________________________________________________
 AY0246  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AY0246  DYNAMIC HT  -         123.862 (meters)     406.37  (feet)  COMP
 AY0246  MODELED GRAV-     979,215.4   (mgal)                       NAVD 88
 AY0246
 AY0246  VERT ORDER  -  FIRST     CLASS II
 AY0246
 AY0246.The horizontal coordinates were scaled from a topographic map and have
 AY0246.an estimated accuracy of +/- 6 seconds.
 AY0246
 AY0246.The orthometric height was determined by differential leveling
 AY0246.and adjusted by the National Geodetic Survey in June 1991..
 AY0246
 AY0246.The geoid height was determined by GEOID03.
 AY0246
 AY0246.The dynamic height is computed by dividing the NAVD 88
 AY0246.geopotential number by the normal gravity value computed on the
 AY0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0246.degrees latitude (g = 980.6199 gals.).
 AY0246
 AY0246.The modeled gravity was interpolated from observed gravity values.
 AY0246
 AY0246;                    North         East    Units  Estimated Accuracy
 AY0246;SPC TXSC     - 4,136,000.      690,310.      MT  (+/- 180 meters Scaled)
 AY0246
 AY0246                          SUPERSEDED SURVEY CONTROL
 AY0246
 AY0246  NGVD 29 (??/??/92)  123.973  (m)          406.73   (f) ADJ UNCH    1 2
 AY0246
 AY0246.Superseded values are not recommended for survey control.
 AY0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0246.See file dsdata.txt to determine how the superseded data were derived.
 AY0246
 AY0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT902146(NAD 83)
 AY0246_MARKER: DB = BENCH MARK DISK
 AY0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0246_SP_SET: FOUNDATION
 AY0246_STAMPING: W 828 1943
 AY0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0246
 AY0246  HISTORY     - Date     Condition        Report By
 AY0246  HISTORY     - 1943     MONUMENTED       CGS
 AY0246  HISTORY     - 1961     MARK NOT FOUND   USGS
 AY0246  HISTORY     - 1981     MARK NOT FOUND   NGS
 AY0246  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AY0246
 AY0246                          STATION DESCRIPTION
 AY0246
 AY0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0246'0.95 MI SE FROM POTH.
 AY0246'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0246'STATION AT POTH-- PROCEED 0.95 MILE SOUTHEASTERLY ALONG THE RAILROAD
 AY0246'TO THE CROSSING OF U. S. HIGHWAY NO. 181 AND TO SITE OF BENCH MARK.
 AY0246'BENCH MARK IS ABOUT 38.0 FEET NORTHWEST OF THE THIRTEENTH POLE (ABOUT
 AY0246'0.45 MILE) NORTHWEST OF MILEPOST 38, AND 15.0 FEET SOUTHWEST OF AND
 AY0246'ABOUT 2.0 FEET ABOVE THE CENTERLINE OF TRACK.  IT IS 13.5 FEET EAST OF
 AY0246'THE CENTERLINE OF U. S. HIGHWAY NO. 181, AND SET HORIZONTALLY IN THE
 AY0246'NORTH SIDE OF THE CONCRETE FOUNDATION OF A RAILROAD CROSSING SIGNAL.
 AY0246
 AY0246                          STATION RECOVERY (1961)
 AY0246
 AY0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AY0246'MARK NOT FOUND.
 AY0246
 AY0246                          STATION RECOVERY (1981)
 AY0246
 AY0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0246'SEARCHED FOR, NOT RECOVERED.
 AY0246
 AY0246                          STATION RECOVERY (1995)
 AY0246
 AY0246'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0478 ***********************************************************************
 AY0478  DESIGNATION -  W 829
 AY0478  PID         -  AY0478
 AY0478  STATE/COUNTY-  TX/WILSON
 AY0478  USGS QUAD   -  POTH (1961)
 AY0478
 AY0478                         *CURRENT SURVEY CONTROL
 AY0478  ___________________________________________________________________
 AY0478* NAD 83(1986)-  29 04 08.     (N)    098 01 07.     (W)     SCALED    
 AY0478* NAVD 88     -       126.63   (+/-2cm)     415.5    (feet)  VERTCON   
 AY0478  ___________________________________________________________________
 AY0478  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AY0478
 AY0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0478
 AY0478.The horizontal coordinates were scaled from a topographic map and have
 AY0478.an estimated accuracy of +/- 6 seconds.
 AY0478
 AY0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0478.The vertical order pertains to the NGVD 29 superseded value.
 AY0478
 AY0478.The geoid height was determined by GEOID03.
 AY0478
 AY0478;                    North         East    Units  Estimated Accuracy
 AY0478;SPC TXSC     - 4,137,330.      695,550.      MT  (+/- 180 meters Scaled)
 AY0478
 AY0478                          SUPERSEDED SURVEY CONTROL
 AY0478
 AY0478  NGVD 29 (??/??/92)  126.570  (m)          415.26   (f) ADJ UNCH    2 0
 AY0478
 AY0478.Superseded values are not recommended for survey control.
 AY0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0478.See file dsdata.txt to determine how the superseded data were derived.
 AY0478
 AY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT955160(NAD 83)
 AY0478_MARKER: DB = BENCH MARK DISK
 AY0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0478_STAMPING: W 829 1943
 AY0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0478+STABILITY: SURFACE MOTION
 AY0478
 AY0478  HISTORY     - Date     Condition        Report By
 AY0478  HISTORY     - 1943     MONUMENTED       CGS
 AY0478  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AY0478
 AY0478                          STATION DESCRIPTION
 AY0478
 AY0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0478'4.9 MI SW FROM KOSCIUSKO.
 AY0478'TO REACH FROM THE SCHOOL HOUSE AT KOSCIUSKO-- PROCEED 4.9 MILES
 AY0478'SOUTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AY0478'IS ABOUT 0.25 MILE NORTHEAST OF A T-ROAD INTERSECTION, AND ABOUT 0.15
 AY0478'MILE SOUTHWEST OF A FARM ROAD INTERSECTION LEADING NORTHWEST.  IT IS
 AY0478'28.5 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AY0478'OF ROAD, 5.6 FEET NORTHEAST OF A TELEPHONE POLE, 0.6 FOOT SOUTHEAST OF
 AY0478'THE RIGHT-OF-WAY FENCE, AND 4.0 FEET SOUTHWEST OF A 4X4-INCH WOODEN
 AY0478'MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AY0478
 AY0478                          STATION RECOVERY (1995)
 AY0478
 AY0478'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0076 ***********************************************************************
 CA0076  DESIGNATION -  W 83
 CA0076  PID         -  CA0076
 CA0076  STATE/COUNTY-  TX/LAMPASAS
 CA0076  USGS QUAD   -  KEMPNER (1954)
 CA0076
 CA0076                         *CURRENT SURVEY CONTROL
 CA0076  ___________________________________________________________________
 CA0076* NAD 83(1986)-  31 05 08.     (N)    098 02 28.     (W)     SCALED    
 CA0076* NAVD 88     -       268.203  (meters)     879.93   (feet)  ADJUSTED  
 CA0076  ___________________________________________________________________
 CA0076  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CA0076  DYNAMIC HT  -         267.847 (meters)     878.76  (feet)  COMP
 CA0076  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 CA0076
 CA0076  VERT ORDER  -  FIRST     CLASS II
 CA0076
 CA0076.The horizontal coordinates were scaled from a topographic map and have
 CA0076.an estimated accuracy of +/- 6 seconds.
 CA0076
 CA0076.The orthometric height was determined by differential leveling
 CA0076.and adjusted by the National Geodetic Survey in June 1991..
 CA0076
 CA0076.The geoid height was determined by GEOID03.
 CA0076
 CA0076.The dynamic height is computed by dividing the NAVD 88
 CA0076.geopotential number by the normal gravity value computed on the
 CA0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0076.degrees latitude (g = 980.6199 gals.).
 CA0076
 CA0076.The modeled gravity was interpolated from observed gravity values.
 CA0076
 CA0076;                    North         East    Units  Estimated Accuracy
 CA0076;SPC TX C     - 3,159,540.      918,680.      MT  (+/- 180 meters Scaled)
 CA0076
 CA0076                          SUPERSEDED SURVEY CONTROL
 CA0076
 CA0076  NGVD 29 (??/??/92)  268.114  (m)          879.64   (f) ADJ UNCH    1 2
 CA0076
 CA0076.Superseded values are not recommended for survey control.
 CA0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0076.See file dsdata.txt to determine how the superseded data were derived.
 CA0076
 CA0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV914394(NAD 83)
 CA0076_MARKER: DB = BENCH MARK DISK
 CA0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0076_STAMPING: 879.729 W 83 1932
 CA0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0076+STABILITY: SURFACE MOTION
 CA0076
 CA0076  HISTORY     - Date     Condition        Report By
 CA0076  HISTORY     - 1932     MONUMENTED       CGS
 CA0076  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0076
 CA0076                          STATION DESCRIPTION
 CA0076
 CA0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CA0076'2.5 MI W FROM KEMPNER.
 CA0076'2.5 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0076'STATION AT KEMPNER, LAMPASAS COUNTY, 13 POLES EAST OF MILEPOST 266, 22
 CA0076'RAILS WEST OF BLOCK SIGNAL 2652, 75 FEET NORTH OF THE TRACK, AT A
 CA0076'FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST.
 CA0076
 CA0076                          STATION RECOVERY (1983)
 CA0076
 CA0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1562 ***********************************************************************
 AX1562  DESIGNATION -  W 830
 AX1562  PID         -  AX1562
 AX1562  STATE/COUNTY-  TX/CALDWELL
 AX1562  USGS QUAD   -  DELHI (1981)
 AX1562
 AX1562                         *CURRENT SURVEY CONTROL
 AX1562  ___________________________________________________________________
 AX1562* NAD 83(1986)-  29 48 42.     (N)    097 23 54.     (W)     SCALED    
 AX1562* NAVD 88     -       155.04   (+/-2cm)     508.7    (feet)  VERTCON   
 AX1562  ___________________________________________________________________
 AX1562  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX1562
 AX1562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1562
 AX1562.The horizontal coordinates were scaled from a topographic map and have
 AX1562.an estimated accuracy of +/- 6 seconds.
 AX1562
 AX1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1562.The vertical order pertains to the NGVD 29 superseded value.
 AX1562
 AX1562.The geoid height was determined by GEOID03.
 AX1562
 AX1562;                    North         East    Units  Estimated Accuracy
 AX1562;SPC TXSC     - 4,220,310.      754,810.      MT  (+/- 180 meters Scaled)
 AX1562
 AX1562                          SUPERSEDED SURVEY CONTROL
 AX1562
 AX1562  NGVD 29 (??/??/92)  154.97   (m)          508.4    (f) COMPUTED    2 0
 AX1562
 AX1562.Superseded values are not recommended for survey control.
 AX1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1562.See file dsdata.txt to determine how the superseded data were derived.
 AX1562
 AX1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT547989(NAD 83)
 AX1562_MARKER: DB = BENCH MARK DISK
 AX1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1562_STAMPING: W 830 1943
 AX1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1562+STABILITY: SURFACE MOTION
 AX1562
 AX1562  HISTORY     - Date     Condition        Report By
 AX1562  HISTORY     - 1943     MONUMENTED       CGS
 AX1562  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1562  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1562
 AX1562                          STATION DESCRIPTION
 AX1562
 AX1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1562'1 MI S FROM DELHI.
 AX1562'1.0 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE ROAD INTERSECTION AT
 AX1562'DELHI, CALDWELL COUNTY, AT A GATE IN THE EAST RIGHT-OF-WAY FENCE, 16
 AX1562'FEET SOUTH OF THE CENTER OF THE GATE, 16 FEET EAST OF THE CENTERLINE
 AX1562'OF THE ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 3.5 FEET NORTH OF
 AX1562'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 AX1562'DISK, STAMPED W 830 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX1562'PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1562
 AX1562                          STATION RECOVERY (1964)
 AX1562
 AX1562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1562'MARK NOT FOUND.
 AX1562
 AX1562                          STATION RECOVERY (1999)
 AX1562
 AX1562'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0521 ***********************************************************************
 AY0521  DESIGNATION -  W 831
 AY0521  PID         -  AY0521
 AY0521  STATE/COUNTY-  TX/BEXAR
 AY0521  USGS QUAD   -  ELMENDORF (1992)
 AY0521
 AY0521                         *CURRENT SURVEY CONTROL
 AY0521  ___________________________________________________________________
 AY0521* NAD 83(1986)-  29 16 13.     (N)    098 18 12.     (W)     SCALED    
 AY0521* NAVD 88     -       141.65   (+/-2cm)     464.7    (feet)  VERTCON   
 AY0521  ___________________________________________________________________
 AY0521  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY0521
 AY0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0521
 AY0521.The horizontal coordinates were scaled from a topographic map and have
 AY0521.an estimated accuracy of +/- 6 seconds.
 AY0521
 AY0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0521.The vertical order pertains to the NGVD 29 superseded value.
 AY0521
 AY0521.The geoid height was determined by GEOID03.
 AY0521
 AY0521;                    North         East    Units  Estimated Accuracy
 AY0521;SPC TXSC     - 4,159,450.      667,700.      MT  (+/- 180 meters Scaled)
 AY0521
 AY0521                          SUPERSEDED SURVEY CONTROL
 AY0521
 AY0521  NGVD 29 (??/??/92)  141.555  (m)          464.42   (f) ADJ UNCH    2 0
 AY0521
 AY0521.Superseded values are not recommended for survey control.
 AY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0521.See file dsdata.txt to determine how the superseded data were derived.
 AY0521
 AY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT676381(NAD 83)
 AY0521_MARKER: DB = BENCH MARK DISK
 AY0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0521_STAMPING: W 831 1943
 AY0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0521+STABILITY: SURFACE MOTION
 AY0521
 AY0521  HISTORY     - Date     Condition        Report By
 AY0521  HISTORY     - 1943     MONUMENTED       CGS
 AY0521  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0521  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0521
 AY0521                          STATION DESCRIPTION
 AY0521
 AY0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0521'1.85 MI NE FROM ELMENDORF.
 AY0521'TO REACH FROM THE CATHOLIC CHURCH AT ELMENDORF-- PROCEED 1.85 MILES
 AY0521'NORTHEASTERLY ALONG THE ADKINS-ELMENDORF ROAD TO SITE OF BENCH MARK.
 AY0521'BENCH MARK IS ABOUT 0.6 MILE NORTHEAST OF THE INTERSECTION OF U.S.
 AY0521'HIGHWAY NO. 181, AND ABOUT 0.25 MILE NORTHEAST OF A CROSS ROAD
 AY0521'INTERSECTION.  IT IS 27.8 FEET NORTHWEST OF AND ABOUT THE SAME
 AY0521'ELEVATION AS THE CENTERLINE OF ROAD, 22.4 FEET NORTHEAST OF A FARM
 AY0521'ROAD INTERSECTION LEADING NORTHWEST TO A SMALL MEXICAN HUT, 19.0 FEET
 AY0521'SOUTHWEST OF POWER POLE NO. 21, 1.0 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AY0521'FENCE, AND 3.0 FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.
 AY0521'MONUMENT PROJECTS 0.2 FOOT.
 AY0521
 AY0521                          STATION RECOVERY (1980)
 AY0521
 AY0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0521'SEARCHED FOR, NOT RECOVERED.  MILEAGE TO BENCH MARK SCALES INTO
 AY0521'CALAVERAS LAKE.
 AY0521
 AY0521                          STATION RECOVERY (1988)
 AY0521
 AY0521'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1589 ***********************************************************************
 AN1589  DESIGNATION -  W 832
 AN1589  PID         -  AN1589
 AN1589  STATE/COUNTY-  TX/KARNES
 AN1589  USGS QUAD   -  KENEDY (1987)
 AN1589
 AN1589                         *CURRENT SURVEY CONTROL
 AN1589  ___________________________________________________________________
 AN1589* NAD 83(1986)-  28 51 22.     (N)    097 51 29.     (W)     SCALED    
 AN1589* NAVD 88     -       108.017  (meters)     354.39   (feet)  ADJUSTED  
 AN1589  ___________________________________________________________________
 AN1589  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AN1589  DYNAMIC HT  -         107.859 (meters)     353.87  (feet)  COMP
 AN1589  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AN1589
 AN1589  VERT ORDER  -  FIRST     CLASS II
 AN1589
 AN1589.The horizontal coordinates were scaled from a topographic map and have
 AN1589.an estimated accuracy of +/- 6 seconds.
 AN1589
 AN1589.The orthometric height was determined by differential leveling
 AN1589.and adjusted by the National Geodetic Survey in June 1991..
 AN1589
 AN1589.The geoid height was determined by GEOID03.
 AN1589
 AN1589.The dynamic height is computed by dividing the NAVD 88
 AN1589.geopotential number by the normal gravity value computed on the
 AN1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1589.degrees latitude (g = 980.6199 gals.).
 AN1589
 AN1589.The modeled gravity was interpolated from observed gravity values.
 AN1589
 AN1589;                    North         East    Units  Estimated Accuracy
 AN1589;SPC TXSC     - 4,113,900.      711,410.      MT  (+/- 180 meters Scaled)
 AN1589
 AN1589                          SUPERSEDED SURVEY CONTROL
 AN1589
 AN1589  NGVD 29 (??/??/92)  107.98   (m)          354.3    (f) COMPUTED    1 2
 AN1589
 AN1589.Superseded values are not recommended for survey control.
 AN1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1589.See file dsdata.txt to determine how the superseded data were derived.
 AN1589
 AN1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS113925(NAD 83)
 AN1589_MARKER: DB = BENCH MARK DISK
 AN1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1589_STAMPING: W 832 1943
 AN1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1589+STABILITY: SURFACE MOTION
 AN1589
 AN1589  HISTORY     - Date     Condition        Report By
 AN1589  HISTORY     - 1943     MONUMENTED       CGS
 AN1589  HISTORY     - 1972     GOOD             NGS
 AN1589
 AN1589                          STATION DESCRIPTION
 AN1589
 AN1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1589'2.75 MI N FROM KENEDY.
 AN1589'ABOUT 2.75 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN1589'STATION AT KENEDY, ABOUT 0.3 MILE SOUTH OF THE CROSSING OF A DIRT
 AN1589'ROAD, 47 FEET WEST OF THE WEST RAIL OF THE TRACK, 108 FEET NORTHWEST
 AN1589'AND ACROSS THE TRACK FROM THE 9TH POLE SOUTHEAST OF MILEPOST 58, 1.0
 AN1589'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 AN1589'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2390 ***********************************************************************
 AX2390  DESIGNATION -  W 833
 AX2390  PID         -  AX2390
 AX2390  STATE/COUNTY-  TX/GUADALUPE
 AX2390  USGS QUAD   -  DARST CREEK (1964)
 AX2390
 AX2390                         *CURRENT SURVEY CONTROL
 AX2390  ___________________________________________________________________
 AX2390* NAD 83(1986)-  29 34 05.     (N)    097 51 16.     (W)     SCALED    
 AX2390* NAVD 88     -       156.39   (+/-2cm)     513.1    (feet)  VERTCON   
 AX2390  ___________________________________________________________________
 AX2390  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2390
 AX2390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2390
 AX2390.The horizontal coordinates were scaled from a topographic map and have
 AX2390.an estimated accuracy of +/- 6 seconds.
 AX2390
 AX2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2390.The vertical order pertains to the NGVD 29 superseded value.
 AX2390
 AX2390.The geoid height was determined by GEOID03.
 AX2390
 AX2390;                    North         East    Units  Estimated Accuracy
 AX2390;SPC TXSC     - 4,192,800.      710,990.      MT  (+/- 180 meters Scaled)
 AX2390
 AX2390                          SUPERSEDED SURVEY CONTROL
 AX2390
 AX2390  NGVD 29 (??/??/92)  156.323  (m)          512.87   (f) ADJ UNCH    2 0
 AX2390
 AX2390.Superseded values are not recommended for survey control.
 AX2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2390.See file dsdata.txt to determine how the superseded data were derived.
 AX2390
 AX2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT109714(NAD 83)
 AX2390_MARKER: DB = BENCH MARK DISK
 AX2390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2390_SP_SET: CULVERT
 AX2390_STAMPING: W 833 1943
 AX2390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2390
 AX2390  HISTORY     - Date     Condition        Report By
 AX2390  HISTORY     - 1943     MONUMENTED       CGS
 AX2390  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX2390  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2390
 AX2390                          STATION DESCRIPTION
 AX2390
 AX2390'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX2390'6.95 MI E FROM SEGUIN.
 AX2390'TO REACH FROM THE COURTHOUSE AT SEGUIN, PROCEED 6.95 MI. E. ALONG
 AX2390'STATE HIGHWAY NO. 3 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15
 AX2390'MILE W. OF A SERVICE STATION, AND 32.5 FEET S. OF AND ABOUT 0.5 FOOT
 AX2390'BELOW THE CENTERLINE OF HIGHWAY.  IT IS 15 FEET E. OF THE CENTERLINE
 AX2390'OF A WOODEN GATE AND A PRIVATE ROAD LEADING S. TO A FRAME HOUSE, 1.7
 AX2390'FEET W. OF A FENCE CORNER, 1.0 FOOT S. OF THE RIGHT-OF-WAY FENCE, AND
 AX2390'3 FEET E. OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AX2390'FOOT.
 AX2390
 AX2390                          STATION RECOVERY (1988)
 AX2390
 AX2390'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0555 ***********************************************************************
 AY0555  DESIGNATION -  W 834
 AY0555  PID         -  AY0555
 AY0555  STATE/COUNTY-  TX/WILSON
 AY0555  USGS QUAD   -  LA VERNIA (1962)
 AY0555
 AY0555                         *CURRENT SURVEY CONTROL
 AY0555  ___________________________________________________________________
 AY0555* NAD 83(1986)-  29 19 07.     (N)    098 04 26.     (W)     SCALED    
 AY0555* NAVD 88     -       133.61   (+/-2cm)     438.4    (feet)  VERTCON   
 AY0555  ___________________________________________________________________
 AY0555  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AY0555
 AY0555  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0555
 AY0555.The horizontal coordinates were scaled from a topographic map and have
 AY0555.an estimated accuracy of +/- 6 seconds.
 AY0555
 AY0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0555.The vertical order pertains to the NGVD 29 superseded value.
 AY0555
 AY0555.The geoid height was determined by GEOID03.
 AY0555
 AY0555;                    North         East    Units  Estimated Accuracy
 AY0555;SPC TXSC     - 4,164,960.      689,950.      MT  (+/- 180 meters Scaled)
 AY0555
 AY0555                          SUPERSEDED SURVEY CONTROL
 AY0555
 AY0555  NGVD 29 (??/??/92)  133.54   (m)          438.1    (f) COMPUTED    2 0
 AY0555
 AY0555.Superseded values are not recommended for survey control.
 AY0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0555.See file dsdata.txt to determine how the superseded data were derived.
 AY0555
 AY0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT899436(NAD 83)
 AY0555_MARKER: DB = BENCH MARK DISK
 AY0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0555_STAMPING: W 834 1943
 AY0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0555+STABILITY: SURFACE MOTION
 AY0555
 AY0555  HISTORY     - Date     Condition        Report By
 AY0555  HISTORY     - 1943     MONUMENTED       CGS
 AY0555
 AY0555                          STATION DESCRIPTION
 AY0555
 AY0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0555'3.35 MI SE FROM LAVERNIA.
 AY0555'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0555'STATION AT LAVERNIA-- PROCEED 3.35 MILES SOUTHEASTERLY ALONG THE
 AY0555'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT MIDWAY BETWEEN
 AY0555'THE FOURTH AND FIFTH POLE (ABOUT 0.15 MILE) SOUTHEAST OF MILEPOST 112,
 AY0555'AND ABOUT 300.0 FEET NORTHWEST OF THE NORTHWEST END OF RAILROAD
 AY0555'TRESTLE NO. 111.79.  IT IS 47.5 FEET SOUTHWEST OF AND ABOUT 7.0 FEET
 AY0555'BELOW THE CENTERLINE OF TRACK, 5.5 FEET NORTHWEST OF A FENCE CORNER,
 AY0555'1.0 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHEAST
 AY0555'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT. NOTE--
 AY0555'BENCH MARK IS ALSO 2.85 MILES NORTHWEST OF SUTHERLAND SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2070 ***********************************************************************
 AX2070  DESIGNATION -  W 835
 AX2070  PID         -  AX2070
 AX2070  STATE/COUNTY-  TX/GONZALES
 AX2070  USGS QUAD   -  LEESVILLE (1987)
 AX2070
 AX2070                         *CURRENT SURVEY CONTROL
 AX2070  ___________________________________________________________________
 AX2070* NAD 83(1986)-  29 29 29.     (N)    097 42 32.     (W)     SCALED    
 AX2070* NAVD 88     -       125.53   (+/-2cm)     411.8    (feet)  VERTCON   
 AX2070  ___________________________________________________________________
 AX2070  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2070
 AX2070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2070
 AX2070.The horizontal coordinates were scaled from a topographic map and have
 AX2070.an estimated accuracy of +/- 6 seconds.
 AX2070
 AX2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2070.The vertical order pertains to the NGVD 29 superseded value.
 AX2070
 AX2070.The geoid height was determined by GEOID03.
 AX2070
 AX2070;                    North         East    Units  Estimated Accuracy
 AX2070;SPC TXSC     - 4,184,450.      725,190.      MT  (+/- 180 meters Scaled)
 AX2070
 AX2070                          SUPERSEDED SURVEY CONTROL
 AX2070
 AX2070  NGVD 29 (??/??/92)  125.474  (m)          411.66   (f) ADJ UNCH    2 0
 AX2070
 AX2070.Superseded values are not recommended for survey control.
 AX2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2070.See file dsdata.txt to determine how the superseded data were derived.
 AX2070
 AX2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT251631(NAD 83)
 AX2070_MARKER: DB = BENCH MARK DISK
 AX2070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2070_SP_SET: CULVERT
 AX2070_STAMPING: W 835 1943
 AX2070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2070
 AX2070  HISTORY     - Date     Condition        Report By
 AX2070  HISTORY     - 1943     MONUMENTED       CGS
 AX2070
 AX2070                          STATION DESCRIPTION
 AX2070
 AX2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2070'3.4 MI S FROM BELMONT.
 AX2070'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO.80 AND NO.3 AT
 AX2070'BELMONT, PROCEED 3.4 MI. S. ALONG STATE HIGHWAY NO. 80 TO SITE OF BM.
 AX2070'BENCH MARK IS ABOUT 0.55 MILE S. OF A CROSS ROAD INTERSECTION, AND
 AX2070'ABOUT 200 FEET S. OF A SMALL FRAME NEGRO CHURCH.  IT IS 18 FEET W. OF
 AX2070'AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY
 AX2070'IN THE SOUTH END OF THE W. HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2829 ***********************************************************************
 AX2829  DESIGNATION -  W 835 RESET
 AX2829  PID         -  AX2829
 AX2829  STATE/COUNTY-  TX/GONZALES
 AX2829  USGS QUAD   -  LEESVILLE (1987)
 AX2829
 AX2829                         *CURRENT SURVEY CONTROL
 AX2829  ___________________________________________________________________
 AX2829* NAD 83(1986)-  29 29 29.     (N)    097 42 32.     (W)     SCALED    
 AX2829* NAVD 88     -       125.11   (+/-2cm)     410.5    (feet)  VERTCON   
 AX2829  ___________________________________________________________________
 AX2829  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2829
 AX2829  VERT ORDER  -  THIRD (See Below)
 AX2829
 AX2829.The horizontal coordinates were scaled from a topographic map and have
 AX2829.an estimated accuracy of +/- 6 seconds.
 AX2829
 AX2829.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2829.The vertical order pertains to the NGVD 29 superseded value.
 AX2829
 AX2829.The geoid height was determined by GEOID03.
 AX2829
 AX2829;                    North         East    Units  Estimated Accuracy
 AX2829;SPC TXSC     - 4,184,450.      725,190.      MT  (+/- 180 meters Scaled)
 AX2829
 AX2829                          SUPERSEDED SURVEY CONTROL
 AX2829
 AX2829  NGVD 29 (01/29/03)  125.05   (m)          410.3    (f) RESET       3  
 AX2829
 AX2829.Superseded values are not recommended for survey control.
 AX2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2829.See file dsdata.txt to determine how the superseded data were derived.
 AX2829
 AX2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT251631(NAD 83)
 AX2829_MARKER: DV = VERTICAL CONTROL DISK
 AX2829_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2829_SP_SET: CULVERT
 AX2829_STAMPING: W 835 RESET 1987
 AX2829_MARK LOGO: NGS   
 AX2829_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2829+STABILITY: SURFACE MOTION
 AX2829
 AX2829  HISTORY     - Date     Condition        Report By
 AX2829  HISTORY     - 1987     MONUMENTED       TXHD
 AX2829  HISTORY     - 20040815 GOOD             USPSQD
 AX2829
 AX2829                          STATION DESCRIPTION
 AX2829
 AX2829'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1987
 AX2829'FROM THE INTERSECTION OF STATE HIGHWAY 80 AND US HIGHWAY 90A IN
 AX2829'BELMONT, PROCEED 3.4 MILES (5.5 KM) SOUTHERLY ALONG STATE HIGHWAY 80
 AX2829'TO MARK, ABOUT 0.55 MILES (0.89 KM) SOUTH OF THE CROSSROAD
 AX2829'INTERSECTION, MARK IS IN THE WEST PART OF CULVERT, 24 FEET (7.3 M)
 AX2829'LEFT OF THE HIGHWAY CENTERLINE.
 AX2829
 AX2829                          STATION RECOVERY (2004)
 AX2829
 AX2829'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2030 ***********************************************************************
 AX2030  DESIGNATION -  W 836
 AX2030  PID         -  AX2030
 AX2030  STATE/COUNTY-  TX/GONZALES
 AX2030  USGS QUAD   -  COST (1987)
 AX2030
 AX2030                         *CURRENT SURVEY CONTROL
 AX2030  ___________________________________________________________________
 AX2030* NAD 83(1986)-  29 23 33.     (N)    097 35 24.     (W)     SCALED    
 AX2030* NAVD 88     -        91.69   (+/-2cm)     300.8    (feet)  VERTCON   
 AX2030  ___________________________________________________________________
 AX2030  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AX2030
 AX2030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2030
 AX2030.The horizontal coordinates were scaled from a topographic map and have
 AX2030.an estimated accuracy of +/- 6 seconds.
 AX2030
 AX2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2030.The vertical order pertains to the NGVD 29 superseded value.
 AX2030
 AX2030.The geoid height was determined by GEOID03.
 AX2030
 AX2030;                    North         East    Units  Estimated Accuracy
 AX2030;SPC TXSC     - 4,173,620.      736,850.      MT  (+/- 180 meters Scaled)
 AX2030
 AX2030                          SUPERSEDED SURVEY CONTROL
 AX2030
 AX2030  NGVD 29 (??/??/92)   91.660  (m)          300.72   (f) ADJ UNCH    2 0
 AX2030
 AX2030.Superseded values are not recommended for survey control.
 AX2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2030.See file dsdata.txt to determine how the superseded data were derived.
 AX2030
 AX2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT368522(NAD 83)
 AX2030_MARKER: DB = BENCH MARK DISK
 AX2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2030_STAMPING: W 836 1943
 AX2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2030+STABILITY: SURFACE MOTION
 AX2030
 AX2030  HISTORY     - Date     Condition        Report By
 AX2030  HISTORY     - 1943     MONUMENTED       CGS
 AX2030  HISTORY     - 1958     GOOD             USGS
 AX2030
 AX2030                          STATION DESCRIPTION
 AX2030
 AX2030'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AX2030'2.05 MI NW FROM WRIGHTSBORO.
 AX2030'WRIGHTSBORO 2.05 MI. N.W. ALONG A GRADED ROAD FROM THE P.O., 0.65 MI.
 AX2030'N.W. OF A SIDE ROAD LEADING N.E., 1200 FEET S.E. OF A STEEL BRIDGE
 AX2030'OVER COTTONWOOD CREEK, AT A CURVE IN THE ROAD.  23 FEET N.E. AND ABOUT
 AX2030'1 FOOT HIGHER THAN THE ROAD.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2057 ***********************************************************************
 AX2057  DESIGNATION -  W 837
 AX2057  PID         -  AX2057
 AX2057  STATE/COUNTY-  TX/GUADALUPE
 AX2057  USGS QUAD   -  DEWVILLE (1987)
 AX2057
 AX2057                         *CURRENT SURVEY CONTROL
 AX2057  ___________________________________________________________________
 AX2057* NAD 83(1986)-  29 27 35.     (N)    097 50 58.     (W)     SCALED    
 AX2057* NAVD 88     -       184.38   (+/-2cm)     604.9    (feet)  VERTCON   
 AX2057  ___________________________________________________________________
 AX2057  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2057
 AX2057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2057
 AX2057.The horizontal coordinates were scaled from a topographic map and have
 AX2057.an estimated accuracy of +/- 6 seconds.
 AX2057
 AX2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2057.The vertical order pertains to the NGVD 29 superseded value.
 AX2057
 AX2057.The geoid height was determined by GEOID03.
 AX2057
 AX2057;                    North         East    Units  Estimated Accuracy
 AX2057;SPC TXSC     - 4,180,800.      711,590.      MT  (+/- 180 meters Scaled)
 AX2057
 AX2057                          SUPERSEDED SURVEY CONTROL
 AX2057
 AX2057  NGVD 29 (??/??/92)  184.304  (m)          604.67   (f) ADJ UNCH    2 0
 AX2057
 AX2057.Superseded values are not recommended for survey control.
 AX2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2057.See file dsdata.txt to determine how the superseded data were derived.
 AX2057
 AX2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT115594(NAD 83)
 AX2057_MARKER: DB = BENCH MARK DISK
 AX2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2057_STAMPING: W 837 1943
 AX2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2057+STABILITY: SURFACE MOTION
 AX2057
 AX2057  HISTORY     - Date     Condition        Report By
 AX2057  HISTORY     - 1943     MONUMENTED       CGS
 AX2057  HISTORY     - 1961     GOOD             USGS
 AX2057  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2057  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2057
 AX2057                          STATION DESCRIPTION
 AX2057
 AX2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2057'12.55 MI W FROM LEESVILLE.
 AX2057'TO REACH FROM THE POST OFFICE AT LEESVILLE-- PROCEED 5.5 MILES
 AX2057'SOUTHWESTERLY ALONG THE LEESVILLE-DEWVILLE ROAD TO A TRACK ROAD
 AX2057'INTERSECTION LEADING NORTHWEST, THENCE 7.05 MILES NORTHWESTERLY TO
 AX2057'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.55 MILE SOUTH OF A CURVE TO
 AX2057'THE WEST, AND ABOUT 210.0 FEET SOUTH OF A SMALL RAVINE.  IT IS 25.0
 AX2057'FEET EAST OF THE CENTERLINE OF ROAD, 11.2 FEET NORTH OF THE CENTERLINE
 AX2057'OF A WOODEN GATE, 0.8 FEET WEST OF THE RIGHT-OF-WAY, AND 3.5 FEET
 AX2057'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AX2057
 AX2057                          STATION RECOVERY (1961)
 AX2057
 AX2057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX2057'RECOVERED IN GOOD CONDITION.
 AX2057
 AX2057                          STATION RECOVERY (1999)
 AX2057
 AX2057'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2057'MARK NOT FOUND.
 AX2057
 AX2057                          STATION RECOVERY (2003)
 AX2057
 AX2057'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2058 ***********************************************************************
 AX2058  DESIGNATION -  W 837 RESET 1963
 AX2058  PID         -  AX2058
 AX2058  STATE/COUNTY-  TX/GUADALUPE
 AX2058  USGS QUAD   -  DEWVILLE (1987)
 AX2058
 AX2058                         *CURRENT SURVEY CONTROL
 AX2058  ___________________________________________________________________
 AX2058* NAD 83(1986)-  29 27 36.     (N)    097 50 58.     (W)     SCALED    
 AX2058* NAVD 88     -       183.10   (+/-2cm)     600.7    (feet)  VERTCON   
 AX2058  ___________________________________________________________________
 AX2058  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2058
 AX2058  VERT ORDER  -  THIRD (See Below)
 AX2058
 AX2058.The horizontal coordinates were scaled from a topographic map and have
 AX2058.an estimated accuracy of +/- 6 seconds.
 AX2058
 AX2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2058.The vertical order pertains to the NGVD 29 superseded value.
 AX2058
 AX2058.The geoid height was determined by GEOID03.
 AX2058
 AX2058;                    North         East    Units  Estimated Accuracy
 AX2058;SPC TXSC     - 4,180,830.      711,590.      MT  (+/- 180 meters Scaled)
 AX2058
 AX2058                          SUPERSEDED SURVEY CONTROL
 AX2058
 AX2058  NGVD 29 (01/29/03)  183.03   (m)          600.5    (f) RESET       3  
 AX2058
 AX2058.Superseded values are not recommended for survey control.
 AX2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2058.See file dsdata.txt to determine how the superseded data were derived.
 AX2058
 AX2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT115595(NAD 83)
 AX2058_MARKER: DB = BENCH MARK DISK
 AX2058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2058_SP_SET: CULVERT
 AX2058_STAMPING: W 837 RESET 1963
 AX2058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2058
 AX2058  HISTORY     - Date     Condition        Report By
 AX2058  HISTORY     - 1963     MONUMENTED       CGS
 AX2058  HISTORY     - 1964     GOOD             NGS
 AX2058  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2058
 AX2058                          STATION DESCRIPTION
 AX2058
 AX2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AX2058'13.9 MI SE FROM SEGUIN.
 AX2058'FROM THE GUADALUPE COUNTY COURTHOUSE IN SEGUIN, PROCEED EASTERLY ALONG
 AX2058'U.S. HIGHWAY NO. 90-A, 0.87 MILES TO INTERSECTION OF F. M. HWY. NO.
 AX2058'466.  THENCE SOUTH-EASTERLY ALONG F. M. HWY. NO. 2770.  THENCE
 AX2058'SOUTHERLY, ALONG F. M. HWY. NO. 2770, 5.5 MILES TO BENCH SITE.  BENCH
 AX2058'MARK IS A STANDARD DISK STAMPED W 837 RESET 1963, SET IN THE SOUTH END
 AX2058'OF THE WEST HEADWALL OF A PIPE CULVERT AND IS 24.5 FT. WEST OF AND
 AX2058'ABOUT 6 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 AX2058
 AX2058                          STATION RECOVERY (2003)
 AX2058
 AX2058'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1190 ***********************************************************************
 AN1190  DESIGNATION -  W 838
 AN1190  PID         -  AN1190
 AN1190  STATE/COUNTY-  TX/VICTORIA
 AN1190  USGS QUAD   -  NURSERY (1987)
 AN1190
 AN1190                         *CURRENT SURVEY CONTROL
 AN1190  ___________________________________________________________________
 AN1190* NAD 83(1986)-  28 58 28.     (N)    097 04 18.     (W)     SCALED    
 AN1190* NAVD 88     -        57.39   (+/-2cm)     188.3    (feet)  VERTCON   
 AN1190  ___________________________________________________________________
 AN1190  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1190
 AN1190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1190
 AN1190.The horizontal coordinates were scaled from a topographic map and have
 AN1190.an estimated accuracy of +/- 6 seconds.
 AN1190
 AN1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1190.The vertical order pertains to the NGVD 29 superseded value.
 AN1190
 AN1190.The geoid height was determined by GEOID03.
 AN1190
 AN1190;                    North         East    Units  Estimated Accuracy
 AN1190;SPC TXSC     - 4,128,020.      787,910.      MT  (+/- 180 meters Scaled)
 AN1190
 AN1190                          SUPERSEDED SURVEY CONTROL
 AN1190
 AN1190  NGVD 29 (??/??/92)   57.43   (m)          188.4    (f) COMPUTED    2 0
 AN1190
 AN1190.Superseded values are not recommended for survey control.
 AN1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1190.See file dsdata.txt to determine how the superseded data were derived.
 AN1190
 AN1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT878066(NAD 83)
 AN1190_MARKER: DB = BENCH MARK DISK
 AN1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1190_STAMPING: W 838 1943
 AN1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1190+STABILITY: SURFACE MOTION
 AN1190
 AN1190  HISTORY     - Date     Condition        Report By
 AN1190  HISTORY     - 1943     MONUMENTED       CGS
 AN1190
 AN1190                          STATION DESCRIPTION
 AN1190
 AN1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1190'5.25 MI NE FROM NURSERY.
 AN1190'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 5.25 MILES
 AN1190'NORTHERLY ALONG THE NURSERY-FORDTRAN ROAD TO SITE OF BENCH MARK. BENCH
 AN1190'MARK IS ON THE OUTSIDE OF A CURVE AT THE WEST CORNER OF AN AUXILLIARY
 AN1190'FLYING FIELD.  IT IS 29.4 FEET WEST OF THE CENTERLINE OF ROAD, 6.0
 AN1190'FEET WEST OF A FENCE CORNER, 1.4 FEET SOUTH OF A FENCE LEADING WEST,
 AN1190'AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AN1190'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1637 ***********************************************************************
 AX1637  DESIGNATION -  W 839
 AX1637  PID         -  AX1637
 AX1637  STATE/COUNTY-  TX/LAVACA
 AX1637  USGS QUAD   -  SWEET HOME (1987)
 AX1637
 AX1637                         *CURRENT SURVEY CONTROL
 AX1637  ___________________________________________________________________
 AX1637* NAD 83(1986)-  29 19 21.     (N)    097 06 49.     (W)     SCALED    
 AX1637* NAVD 88     -        94.00   (+/-2cm)     308.4    (feet)  VERTCON   
 AX1637  ___________________________________________________________________
 AX1637  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1637
 AX1637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1637
 AX1637.The horizontal coordinates were scaled from a topographic map and have
 AX1637.an estimated accuracy of +/- 6 seconds.
 AX1637
 AX1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1637.The vertical order pertains to the NGVD 29 superseded value.
 AX1637
 AX1637.The geoid height was determined by GEOID03.
 AX1637
 AX1637;                    North         East    Units  Estimated Accuracy
 AX1637;SPC TXSC     - 4,166,520.      783,200.      MT  (+/- 180 meters Scaled)
 AX1637
 AX1637                          SUPERSEDED SURVEY CONTROL
 AX1637
 AX1637  NGVD 29 (??/??/92)   93.988  (m)          308.36   (f) ADJ UNCH    2 0
 AX1637
 AX1637.Superseded values are not recommended for survey control.
 AX1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1637.See file dsdata.txt to determine how the superseded data were derived.
 AX1637
 AX1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT831451(NAD 83)
 AX1637_MARKER: DB = BENCH MARK DISK
 AX1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1637_STAMPING: W 839 1943
 AX1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1637+STABILITY: SURFACE MOTION
 AX1637
 AX1637  HISTORY     - Date     Condition        Report By
 AX1637  HISTORY     - 1943     MONUMENTED       CGS
 AX1637  HISTORY     - 1962     GOOD             USGS
 AX1637
 AX1637                          STATION DESCRIPTION
 AX1637
 AX1637'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX1637'3.2 MI NE FROM YOAKUM.
 AX1637'IN LAVACA COUNTY, ABOUT 3.2 MILES NORTHEAST ALONG THE DISMANTLED TEXAS
 AX1637'AND NEW ORLEANS RAILROAD FROM THE STATION AT YOAKUM, DE WITT AND
 AX1637'LAVACA COUNTIES, ABOUT 0.15 MILES SOUTHWEST OF A DIRT ROAD CROSSING,
 AX1637'540 FEET S.W. ALONG ROAD FROM A T - ROAD LEADING S.E. TO FARM HOUSE,
 AX1637'46 FEET PERPENDICULAR TO CENTER LINE OF ROAD, 29.6 FT. SOUTHEAST OF
 AX1637'THE CENTER LINE OF THE ABANDON RAILROAD BED.  5 FEET HIGHER THAN R.R.
 AX1637'BED A STANDARD DISK STAMPED W 839 1943, AND SET IN THE TOP OF CONCRETE
 AX1637'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0170 ***********************************************************************
 CA0170  DESIGNATION -  W 84
 CA0170  PID         -  CA0170
 CA0170  STATE/COUNTY-  TX/MILLS
 CA0170  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0170
 CA0170                         *CURRENT SURVEY CONTROL
 CA0170  ___________________________________________________________________
 CA0170* NAD 83(1986)-  31 28 49.     (N)    098 34 34.     (W)     SCALED    
 CA0170* NAVD 88     -       475.445  (meters)    1559.86   (feet)  ADJUSTED  
 CA0170  ___________________________________________________________________
 CA0170  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CA0170  DYNAMIC HT  -         474.813 (meters)    1557.78  (feet)  COMP
 CA0170  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 CA0170
 CA0170  VERT ORDER  -  FIRST     CLASS II
 CA0170
 CA0170.The horizontal coordinates were scaled from a topographic map and have
 CA0170.an estimated accuracy of +/- 6 seconds.
 CA0170
 CA0170.The orthometric height was determined by differential leveling
 CA0170.and adjusted by the National Geodetic Survey in June 1991..
 CA0170
 CA0170.The geoid height was determined by GEOID03.
 CA0170
 CA0170.The dynamic height is computed by dividing the NAVD 88
 CA0170.geopotential number by the normal gravity value computed on the
 CA0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0170.degrees latitude (g = 980.6199 gals.).
 CA0170
 CA0170.The modeled gravity was interpolated from observed gravity values.
 CA0170
 CA0170;                    North         East    Units  Estimated Accuracy
 CA0170;SPC TX C     - 3,202,370.      866,950.      MT  (+/- 180 meters Scaled)
 CA0170
 CA0170                          SUPERSEDED SURVEY CONTROL
 CA0170
 CA0170  NGVD 29 (??/??/92)  475.333  (m)         1559.49   (f) ADJ UNCH    1 2
 CA0170
 CA0170.Superseded values are not recommended for survey control.
 CA0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0170.See file dsdata.txt to determine how the superseded data were derived.
 CA0170
 CA0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV402829(NAD 83)
 CA0170_MARKER: DB = BENCH MARK DISK
 CA0170_SETTING: 0 = UNSPECIFIED SETTING
 CA0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0170
 CA0170  HISTORY     - Date     Condition        Report By
 CA0170  HISTORY     - UNK      MONUMENTED       CGS
 CA0170  HISTORY     - 1932     GOOD             NGS
 CA0170  HISTORY     - 1975     MARK NOT FOUND   USGS
 CA0170  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0170
 CA0170                          STATION DESCRIPTION
 CA0170
 CA0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0170'2.1 MI NW FROM GOLDTHWAITE.
 CA0170'ON THE G.C. AND SANTA FE R.R., MARK IS 50 FEET NORTHEAST OF THE TRACK
 CA0170'ON FENCE LINE, 39 RAILS NORTH BLOCK SIGNAL NO. 3152, 300 FEET NORTH OF
 CA0170'CUT ON INSIDE OF CURVE ON THE R.R.
 CA0170
 CA0170                          STATION RECOVERY (1975)
 CA0170
 CA0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CA0170'MARK NOT FOUND.
 CA0170
 CA0170                          STATION RECOVERY (1983)
 CA0170
 CA0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0182 ***********************************************************************
 AY0182  DESIGNATION -  W 840
 AY0182  PID         -  AY0182
 AY0182  STATE/COUNTY-  TX/GUADALUPE
 AY0182  USGS QUAD   -  MARION (1992)
 AY0182
 AY0182                         *CURRENT SURVEY CONTROL
 AY0182  ___________________________________________________________________
 AY0182* NAD 83(1986)-  29 32 38.     (N)    098 08 53.     (W)     SCALED    
 AY0182* NAVD 88     -       189.49   (+/-2cm)     621.7    (feet)  VERTCON   
 AY0182  ___________________________________________________________________
 AY0182  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AY0182
 AY0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0182
 AY0182.The horizontal coordinates were scaled from a topographic map and have
 AY0182.an estimated accuracy of +/- 6 seconds.
 AY0182
 AY0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0182.The vertical order pertains to the NGVD 29 superseded value.
 AY0182
 AY0182.The geoid height was determined by GEOID03.
 AY0182
 AY0182;                    North         East    Units  Estimated Accuracy
 AY0182;SPC TXSC     - 4,189,880.      682,560.      MT  (+/- 180 meters Scaled)
 AY0182
 AY0182                          SUPERSEDED SURVEY CONTROL
 AY0182
 AY0182  NGVD 29 (??/??/92)  189.402  (m)          621.40   (f) ADJ UNCH    2 0
 AY0182
 AY0182.Superseded values are not recommended for survey control.
 AY0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0182.See file dsdata.txt to determine how the superseded data were derived.
 AY0182
 AY0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT825685(NAD 83)
 AY0182_MARKER: DB = BENCH MARK DISK
 AY0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0182_STAMPING: W 840 1943
 AY0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0182+STABILITY: SURFACE MOTION
 AY0182
 AY0182  HISTORY     - Date     Condition        Report By
 AY0182  HISTORY     - 1943     MONUMENTED       CGS
 AY0182  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0182  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0182  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AY0182
 AY0182                          STATION DESCRIPTION
 AY0182
 AY0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0182'3.0 MI S FROM MARION.
 AY0182'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARION, PROCEED
 AY0182'1.2 MILE WEST ALONG THE TRACKS TO THE CROSSING OF A GRAVEL ROAD,
 AY0182'THENCE 1.8 MILE SOUTHEAST ALONG GRAVEL ROAD TO A CROSS ROAD AND SITE
 AY0182'OF BENCH MARK.  BENCH MARK IS 36.0 FEET NORTH OF THE CENTERLINE OF
 AY0182'CROSS ROAD, 31.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AY0182'CENTERLINE OF GRAVEL ROAD.  IT IS 5.0 FEET NORTHWEST OF A FENCE CORNER
 AY0182'POST.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER
 AY0182'POST AND PROJECTS 0.4 FOOT.
 AY0182
 AY0182                          STATION RECOVERY (1988)
 AY0182
 AY0182'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0182'MARK NOT FOUND.
 AY0182
 AY0182                          STATION RECOVERY (1989)
 AY0182
 AY0182'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0182'MARK NOT FOUND.
 AY0182
 AY0182                          STATION RECOVERY (2004)
 AY0182
 AY0182'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1204 ***********************************************************************
 AX1204  DESIGNATION -  W 841
 AX1204  PID         -  AX1204
 AX1204  STATE/COUNTY-  TX/FAYETTE
 AX1204  USGS QUAD   -  SWISS ALP (1981)
 AX1204
 AX1204                         *CURRENT SURVEY CONTROL
 AX1204  ___________________________________________________________________
 AX1204* NAD 83(1986)-  29 47 40.     (N)    096 52 58.     (W)     SCALED    
 AX1204* NAVD 88     -       129.33   (+/-2cm)     424.3    (feet)  VERTCON   
 AX1204  ___________________________________________________________________
 AX1204  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX1204
 AX1204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1204
 AX1204.The horizontal coordinates were scaled from a topographic map and have
 AX1204.an estimated accuracy of +/- 6 seconds.
 AX1204
 AX1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1204.The vertical order pertains to the NGVD 29 superseded value.
 AX1204
 AX1204.The geoid height was determined by GEOID03.
 AX1204
 AX1204;                    North         East    Units  Estimated Accuracy
 AX1204;SPC TXSC     - 4,219,200.      804,670.      MT  (+/- 180 meters Scaled)
 AX1204
 AX1204                          SUPERSEDED SURVEY CONTROL
 AX1204
 AX1204  NGVD 29 (??/??/92)  129.29   (m)          424.2    (f) COMPUTED    2 0
 AX1204
 AX1204.Superseded values are not recommended for survey control.
 AX1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1204.See file dsdata.txt to determine how the superseded data were derived.
 AX1204
 AX1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT046978(NAD 83)
 AX1204_MARKER: DB = BENCH MARK DISK
 AX1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1204_STAMPING: W 841 1943
 AX1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1204+STABILITY: SURFACE MOTION
 AX1204
 AX1204  HISTORY     - Date     Condition        Report By
 AX1204  HISTORY     - 1943     MONUMENTED       CGS
 AX1204  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1204
 AX1204                          STATION DESCRIPTION
 AX1204
 AX1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1204'2.0 MI W FROM AMMANSVILLE.
 AX1204'TO REACH FROM THE JOHN A. BARTOS GENERAL STORE AT AMMANSVILLE, PROCEED
 AX1204'2.0 MILES WESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT
 AX1204'CROSS ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 48.5 FEET EAST OF
 AX1204'THE CENTERLINE OF A DIRT CROSS ROAD.  IT IS 26.0 FEET NORTH OF AND
 AX1204'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF A DIRT ROAD RUNNING EAST AND
 AX1204'WEST, 1.5 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND 2.7 FEET WEST
 AX1204'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX1204
 AX1204                          STATION RECOVERY (1997)
 AX1204
 AX1204'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1205 ***********************************************************************
 AX1205  DESIGNATION -  W 841 RESET 1952
 AX1205  PID         -  AX1205
 AX1205  STATE/COUNTY-  TX/FAYETTE
 AX1205  USGS QUAD   -  SWISS ALP (1981)
 AX1205
 AX1205                         *CURRENT SURVEY CONTROL
 AX1205  ___________________________________________________________________
 AX1205* NAD 83(1986)-  29 47 40.     (N)    096 52 58.     (W)     SCALED    
 AX1205* NAVD 88     -       129.34   (+/-2cm)     424.3    (feet)  VERTCON   
 AX1205  ___________________________________________________________________
 AX1205  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX1205
 AX1205  VERT ORDER  -  THIRD (See Below)
 AX1205
 AX1205.The horizontal coordinates were scaled from a topographic map and have
 AX1205.an estimated accuracy of +/- 6 seconds.
 AX1205
 AX1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1205.The vertical order pertains to the NGVD 29 superseded value.
 AX1205
 AX1205.The geoid height was determined by GEOID03.
 AX1205
 AX1205;                    North         East    Units  Estimated Accuracy
 AX1205;SPC TXSC     - 4,219,200.      804,670.      MT  (+/- 180 meters Scaled)
 AX1205
 AX1205                          SUPERSEDED SURVEY CONTROL
 AX1205
 AX1205  NGVD 29 (??/??/??)  129.30   (m)          424.2    (f) RESET       3  
 AX1205
 AX1205.Superseded values are not recommended for survey control.
 AX1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1205.See file dsdata.txt to determine how the superseded data were derived.
 AX1205
 AX1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT046978(NAD 83)
 AX1205_MARKER: DB = BENCH MARK DISK
 AX1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1205_STAMPING: W 841 RESET 1952
 AX1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1205+STABILITY: SURFACE MOTION
 AX1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1205+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX1205
 AX1205  HISTORY     - Date     Condition        Report By
 AX1205  HISTORY     - 1952     MONUMENTED       TXHD
 AX1205  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX1205  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1205  HISTORY     - 20041027 GOOD             USPSQD
 AX1205
 AX1205                          STATION DESCRIPTION
 AX1205
 AX1205'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 AX1205'2.0 MI W FROM AMMANNSVILLE.
 AX1205'2.0 MILES WEST ALONG F.M. HIGHWAY 1383 FROM THE JOHN A. BARTOS GENERAL
 AX1205'STORE AT AMMANNSVILLE, FAYETTE COUNTY, AT A DIRT CROSS ROAD, 48.5 FEET
 AX1205'EAST OF THE CENTER LINE OF THE ROAD, 39 FEET NORTH OF THE CENTER LINE
 AX1205'OF THE HIGHWAY, 1.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2.7 FEET
 AX1205'WEST OF A WHITE WOODEN WITNESS POST, 0.5 FOOT HIGHER THAN THE HIGHWAY.
 AX1205'A STANDARD DISK, STAMPED W 841 RESET 1952 AND SET IN THE TOP OF A
 AX1205'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AX1205
 AX1205                          STATION RECOVERY (1990)
 AX1205
 AX1205'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 AX1205'MARK NOT FOUND.
 AX1205
 AX1205                          STATION RECOVERY (1991)
 AX1205
 AX1205'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 AX1205'MARK NOT FOUND.
 AX1205
 AX1205                          STATION RECOVERY (2004)
 AX1205
 AX1205'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1205'ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0938 ***********************************************************************
 AX0938  DESIGNATION -  W 842
 AX0938  PID         -  AX0938
 AX0938  STATE/COUNTY-  TX/FAYETTE
 AX0938  USGS QUAD   -  SCHULENBURG (1981)
 AX0938
 AX0938                         *CURRENT SURVEY CONTROL
 AX0938  ___________________________________________________________________
 AX0938* NAD 83(1986)-  29 43 52.     (N)    096 54 11.     (W)     SCALED    
 AX0938* NAVD 88     -       110.94   (+/-2cm)     364.0    (feet)  VERTCON   
 AX0938  ___________________________________________________________________
 AX0938  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX0938
 AX0938  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0938
 AX0938.The horizontal coordinates were scaled from a topographic map and have
 AX0938.an estimated accuracy of +/- 6 seconds.
 AX0938
 AX0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0938.The vertical order pertains to the NGVD 29 superseded value.
 AX0938
 AX0938.The geoid height was determined by GEOID03.
 AX0938
 AX0938;                    North         East    Units  Estimated Accuracy
 AX0938;SPC TXSC     - 4,212,140.      802,840.      MT  (+/- 180 meters Scaled)
 AX0938
 AX0938                          SUPERSEDED SURVEY CONTROL
 AX0938
 AX0938  NGVD 29 (??/??/92)  110.90   (m)          363.8    (f) COMPUTED    2 0
 AX0938
 AX0938.Superseded values are not recommended for survey control.
 AX0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0938.See file dsdata.txt to determine how the superseded data were derived.
 AX0938
 AX0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT028908(NAD 83)
 AX0938_MARKER: DB = BENCH MARK DISK
 AX0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0938_SP_SET: CULVERT
 AX0938_STAMPING: W 842 1943
 AX0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0938
 AX0938  HISTORY     - Date     Condition        Report By
 AX0938  HISTORY     - 1943     MONUMENTED       CGS
 AX0938  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0938  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0938  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0938  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX0938  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 AX0938  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AX0938
 AX0938                          STATION DESCRIPTION
 AX0938
 AX0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0938'3.6 MI N FROM SCHULENBURG.
 AX0938'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 77 AND U.S. HIGHWAY NO.
 AX0938'90 AT SCHULENBURG, PROCEED 3.6 MILES NORTHERLY ALONG U.S. HIGHWAY NO.
 AX0938'77 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX0938'HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 4X8
 AX0938'FOOT DOUBLE CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 17.4 FEET
 AX0938'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX0938'NOTE-- THE HIGHWAY HAS BEEN WIDENED.
 AX0938
 AX0938                          STATION RECOVERY (1987)
 AX0938
 AX0938'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0938'MARK NOT FOUND.
 AX0938
 AX0938                          STATION RECOVERY (1991)
 AX0938
 AX0938'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0938'MARK NOT FOUND.
 AX0938
 AX0938                          STATION RECOVERY (1997)
 AX0938
 AX0938'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0938'MARK NOT FOUND.
 AX0938
 AX0938                          STATION RECOVERY (2002)
 AX0938
 AX0938'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0938'MARK NOT FOUND.
 AX0938
 AX0938                          STATION RECOVERY (2004)
 AX0938
 AX0938'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 AX0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1129 ***********************************************************************
 AX1129  DESIGNATION -  W 843
 AX1129  PID         -  AX1129
 AX1129  STATE/COUNTY-  TX/COLORADO
 AX1129  USGS QUAD   -  ROCK ISLAND (1981)
 AX1129
 AX1129                         *CURRENT SURVEY CONTROL
 AX1129  ___________________________________________________________________
 AX1129* NAD 83(1986)-  29 32 10.     (N)    096 36 13.     (W)     SCALED    
 AX1129* NAVD 88     -        80.82   (+/-2cm)     265.2    (feet)  VERTCON   
 AX1129  ___________________________________________________________________
 AX1129  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1129
 AX1129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1129
 AX1129.The horizontal coordinates were scaled from a topographic map and have
 AX1129.an estimated accuracy of +/- 6 seconds.
 AX1129
 AX1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1129.The vertical order pertains to the NGVD 29 superseded value.
 AX1129
 AX1129.The geoid height was determined by GEOID03.
 AX1129
 AX1129;                    North         East    Units  Estimated Accuracy
 AX1129;SPC TXSC     - 4,191,090.      832,240.      MT  (+/- 180 meters Scaled)
 AX1129
 AX1129                          SUPERSEDED SURVEY CONTROL
 AX1129
 AX1129  NGVD 29 (??/??/92)   80.810  (m)          265.12   (f) ADJ UNCH    2 0
 AX1129
 AX1129.Superseded values are not recommended for survey control.
 AX1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1129.See file dsdata.txt to determine how the superseded data were derived.
 AX1129
 AX1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT322697(NAD 83)
 AX1129_MARKER: DB = BENCH MARK DISK
 AX1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1129_STAMPING: W 843 1943
 AX1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1129+STABILITY: SURFACE MOTION
 AX1129
 AX1129  HISTORY     - Date     Condition        Report By
 AX1129  HISTORY     - 1943     MONUMENTED       CGS
 AX1129  HISTORY     - 1966     MARK NOT FOUND   USGS
 AX1129  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1129  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1129
 AX1129                          STATION DESCRIPTION
 AX1129
 AX1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1129'2.0 MI W FROM ROCK ISLAND.
 AX1129'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1129'PASS) RAILROAD STATION AT ROCK ISLAND, PROCEED 1.85 MILE WESTERLY
 AX1129'ALONG A GRAVEL ROAD TO A RIGHT ANGLE TURN IN THE ROAD TO THE NORTH,
 AX1129'THENCE 0.15 MILE NORTHERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.
 AX1129'BENCH MARK IS 0.15 MILE NORTH OF A RIGHT ANGLE TURN IN THE ROAD.  IT
 AX1129'IS 21.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1129'THE ROAD, 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND IN
 AX1129'LINE WITH THE WEST RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.1 FOOT.
 AX1129
 AX1129                          STATION RECOVERY (1966)
 AX1129
 AX1129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AX1129'MARK NOT FOUND.
 AX1129
 AX1129                          STATION RECOVERY (1991)
 AX1129
 AX1129'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX1129'MARK NOT FOUND.
 AX1129
 AX1129                          STATION RECOVERY (2004)
 AX1129
 AX1129'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0946 ***********************************************************************
 AX0946  DESIGNATION -  W 844
 AX0946  PID         -  AX0946
 AX0946  STATE/COUNTY-  TX/FAYETTE
 AX0946  USGS QUAD   -  SCHULENBURG (1981)
 AX0946
 AX0946                         *CURRENT SURVEY CONTROL
 AX0946  ___________________________________________________________________
 AX0946* NAD 83(1986)-  29 38 25.     (N)    096 54 18.     (W)     SCALED    
 AX0946* NAVD 88     -        89.776  (meters)     294.54   (feet)  ADJUSTED  
 AX0946  ___________________________________________________________________
 AX0946  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0946  DYNAMIC HT  -          89.650 (meters)     294.13  (feet)  COMP
 AX0946  MODELED GRAV-     979,242.1   (mgal)                       NAVD 88
 AX0946
 AX0946  VERT ORDER  -  FIRST     CLASS I
 AX0946
 AX0946.The horizontal coordinates were scaled from a topographic map and have
 AX0946.an estimated accuracy of +/- 6 seconds.
 AX0946
 AX0946.The orthometric height was determined by differential leveling
 AX0946.and adjusted by the National Geodetic Survey in June 1991..
 AX0946
 AX0946.The geoid height was determined by GEOID03.
 AX0946
 AX0946.The dynamic height is computed by dividing the NAVD 88
 AX0946.geopotential number by the normal gravity value computed on the
 AX0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0946.degrees latitude (g = 980.6199 gals.).
 AX0946
 AX0946.The modeled gravity was interpolated from observed gravity values.
 AX0946
 AX0946;                    North         East    Units  Estimated Accuracy
 AX0946;SPC TXSC     - 4,202,080.      802,830.      MT  (+/- 180 meters Scaled)
 AX0946
 AX0946                          SUPERSEDED SURVEY CONTROL
 AX0946
 AX0946  NGVD 29 (??/??/92)   89.748  (m)          294.45   (f) ADJ UNCH    1 1
 AX0946
 AX0946.Superseded values are not recommended for survey control.
 AX0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0946.See file dsdata.txt to determine how the superseded data were derived.
 AX0946
 AX0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT028807(NAD 83)
 AX0946_MARKER: DB = BENCH MARK DISK
 AX0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0946_SP_SET: CULVERT
 AX0946_STAMPING: W 844 1943
 AX0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0946
 AX0946  HISTORY     - Date     Condition        Report By
 AX0946  HISTORY     - 1943     MONUMENTED       CGS
 AX0946  HISTORY     - 1972     GOOD             NGS
 AX0946  HISTORY     - 1990     GOOD             USPSQD
 AX0946  HISTORY     - 19910608 GOOD             USPSQD
 AX0946  HISTORY     - 19970608 GOOD             USPSQD
 AX0946  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 AX0946  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AX0946
 AX0946                          STATION DESCRIPTION
 AX0946
 AX0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0946'2.95 MI S FROM SCHULENBURG.
 AX0946'ABOUT 2.95 MILES SOUTH ALONG U. S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0946'U. S. HIGHWAY 90 AT SCHULENBURG, 60 FEET SOUTH OF THE CENTER LINE OF A
 AX0946'PRIVATE DRIVEWAY LEADING EAST AND UPHILL, 19 FEET EAST OF THE CENTER
 AX0946'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST
 AX0946'CONCRETE HEADWALL FOR A 6-BY-12-FOOT DOUBLE CHANNEL BOX CULVERT UNDER
 AX0946'THE HIGHWAY AND 1.2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AX0946
 AX0946                          STATION RECOVERY (1990)
 AX0946
 AX0946'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0946'RECOVERED IN GOOD CONDITION.
 AX0946
 AX0946                          STATION RECOVERY (1991)
 AX0946
 AX0946'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0946'RECOVERED IN GOOD CONDITION.
 AX0946
 AX0946                          STATION RECOVERY (1997)
 AX0946
 AX0946'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0946'RECOVERED IN GOOD CONDITION.
 AX0946
 AX0946                          STATION RECOVERY (2002)
 AX0946
 AX0946'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0946'MARK NOT FOUND.
 AX0946
 AX0946                          STATION RECOVERY (2004)
 AX0946
 AX0946'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 AX0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1232 ***********************************************************************
 AX1232  DESIGNATION -  W 845
 AX1232  PID         -  AX1232
 AX1232  STATE/COUNTY-  TX/LAVACA
 AX1232  USGS QUAD   -  MORAVIA (1981)
 AX1232
 AX1232                         *CURRENT SURVEY CONTROL
 AX1232  ___________________________________________________________________
 AX1232* NAD 83(1986)-  29 34 18.     (N)    096 52 54.     (W)     SCALED    
 AX1232* NAVD 88     -        77.57   (+/-2cm)     254.5    (feet)  VERTCON   
 AX1232  ___________________________________________________________________
 AX1232  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1232
 AX1232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1232
 AX1232.The horizontal coordinates were scaled from a topographic map and have
 AX1232.an estimated accuracy of +/- 6 seconds.
 AX1232
 AX1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1232.The vertical order pertains to the NGVD 29 superseded value.
 AX1232
 AX1232.The geoid height was determined by GEOID03.
 AX1232
 AX1232;                    North         East    Units  Estimated Accuracy
 AX1232;SPC TXSC     - 4,194,510.      805,230.      MT  (+/- 180 meters Scaled)
 AX1232
 AX1232                          SUPERSEDED SURVEY CONTROL
 AX1232
 AX1232  NGVD 29 (??/??/92)   77.553  (m)          254.44   (f) ADJ UNCH    2 0
 AX1232
 AX1232.Superseded values are not recommended for survey control.
 AX1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1232.See file dsdata.txt to determine how the superseded data were derived.
 AX1232
 AX1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT052731(NAD 83)
 AX1232_MARKER: DB = BENCH MARK DISK
 AX1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1232_STAMPING: W 845 1943
 AX1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1232+STABILITY: SURFACE MOTION
 AX1232
 AX1232  HISTORY     - Date     Condition        Report By
 AX1232  HISTORY     - 1943     MONUMENTED       CGS
 AX1232  HISTORY     - 1965     GOOD             USGS
 AX1232  HISTORY     - 1990     GOOD             USPSQD
 AX1232  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1232
 AX1232                          STATION DESCRIPTION
 AX1232
 AX1232'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AX1232'4.0 MI SW FROM OAKLAND.
 AX1232'4.1 MILES SOUTHWEST ALONG FARM TO MARKET ROAD 532 FROM THE POST OFFICE
 AX1232'AT OAKLAND.  0.2 MILE NORTHEAST OF HIGHWAY BRIDGE OVER BIG ROCKY
 AX1232'CREEK.  0.1 MILE SOUTHWEST OF HIGHWAY AT ROAD SOUTH.  35 FEET
 AX1232'NORTHWEST OF THE CENTERLINE AND ABOUT 1.0 FOOT ABOVE THE ABANDONED
 AX1232'ROAD, 7 FEET NORTHWEST OF OLD RIGHT-OF-WAY FENCE.  A STANDARD DISK
 AX1232'STAMPED W 845 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1232'0.2 FOOT.
 AX1232
 AX1232                          STATION RECOVERY (1990)
 AX1232
 AX1232'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1232'RECOVERED IN GOOD CONDITION.
 AX1232
 AX1232                          STATION RECOVERY (1997)
 AX1232
 AX1232'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1598 ***********************************************************************
 AX1598  DESIGNATION -  W 846
 AX1598  PID         -  AX1598
 AX1598  STATE/COUNTY-  TX/LAVACA
 AX1598  USGS QUAD   -  SHINER (1987)
 AX1598
 AX1598                         *CURRENT SURVEY CONTROL
 AX1598  ___________________________________________________________________
 AX1598* NAD 83(1986)-  29 27 56.     (N)    097 09 20.     (W)     SCALED    
 AX1598* NAVD 88     -       125.03   (+/-2cm)     410.2    (feet)  VERTCON   
 AX1598  ___________________________________________________________________
 AX1598  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX1598
 AX1598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1598
 AX1598.The horizontal coordinates were scaled from a topographic map and have
 AX1598.an estimated accuracy of +/- 6 seconds.
 AX1598
 AX1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1598.The vertical order pertains to the NGVD 29 superseded value.
 AX1598
 AX1598.The geoid height was determined by GEOID03.
 AX1598
 AX1598;                    North         East    Units  Estimated Accuracy
 AX1598;SPC TXSC     - 4,182,300.      778,880.      MT  (+/- 180 meters Scaled)
 AX1598
 AX1598                          SUPERSEDED SURVEY CONTROL
 AX1598
 AX1598  NGVD 29 (??/??/92)  124.999  (m)          410.10   (f) ADJ UNCH    2 0
 AX1598
 AX1598.Superseded values are not recommended for survey control.
 AX1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1598.See file dsdata.txt to determine how the superseded data were derived.
 AX1598
 AX1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT788609(NAD 83)
 AX1598_MARKER: DB = BENCH MARK DISK
 AX1598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1598_SP_SET: CULVERT
 AX1598_STAMPING: W 846 1943
 AX1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1598
 AX1598  HISTORY     - Date     Condition        Report By
 AX1598  HISTORY     - 1943     MONUMENTED       CGS
 AX1598  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1598
 AX1598                          STATION DESCRIPTION
 AX1598
 AX1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1598'2.65 MI N FROM SHINER.
 AX1598'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1598'STATION AT SHINER, PROCEED 2.65 MILES NORTHERLY ALONG THE TRACK TO
 AX1598'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AX1598'SOUTH END OF THE WEST HEADWALL OF A 2X4 FOOT CONCRETE BOX CULVERT
 AX1598'UNDER STATE HIGHWAY NO.95.  IT IS NINE TELEPHONE POLES NORTH OF
 AX1598'RAILROAD MILE POST NO.13, 85.0 FEET EAST OF AND ABOUT 3.0 FEET ABOVE
 AX1598'THE CENTERLINE OF THE TRACK, 15.3 FEET WEST OF AND ABOUT 1.0 FOOT
 AX1598'ABOVE THE CENTERLINE OF STATE HIGHWAY NO.95.
 AX1598
 AX1598                          STATION RECOVERY (1997)
 AX1598
 AX1598'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1599 ***********************************************************************
 AX1599  DESIGNATION -  W 846 RESET 1972
 AX1599  PID         -  AX1599
 AX1599  STATE/COUNTY-  TX/LAVACA
 AX1599  USGS QUAD   -  SHINER (1987)
 AX1599
 AX1599                         *CURRENT SURVEY CONTROL
 AX1599  ___________________________________________________________________
 AX1599* NAD 83(1986)-  29 27 56.     (N)    097 09 20.     (W)     SCALED    
 AX1599* NAVD 88     -       124.56   (+/-2cm)     408.7    (feet)  VERTCON   
 AX1599  ___________________________________________________________________
 AX1599  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX1599
 AX1599  VERT ORDER  -  THIRD (See Below)
 AX1599
 AX1599.The horizontal coordinates were scaled from a topographic map and have
 AX1599.an estimated accuracy of +/- 6 seconds.
 AX1599
 AX1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1599.The vertical order pertains to the NGVD 29 superseded value.
 AX1599
 AX1599.The geoid height was determined by GEOID03.
 AX1599
 AX1599;                    North         East    Units  Estimated Accuracy
 AX1599;SPC TXSC     - 4,182,300.      778,880.      MT  (+/- 180 meters Scaled)
 AX1599
 AX1599                          SUPERSEDED SURVEY CONTROL
 AX1599
 AX1599  NGVD 29 (01/29/03)  124.53   (m)          408.6    (f) RESET       3  
 AX1599
 AX1599.Superseded values are not recommended for survey control.
 AX1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1599.See file dsdata.txt to determine how the superseded data were derived.
 AX1599
 AX1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT788609(NAD 83)
 AX1599_MARKER: DB = BENCH MARK DISK
 AX1599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1599_SP_SET: CULVERT
 AX1599_STAMPING: W 846 RESET 1972
 AX1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1599
 AX1599  HISTORY     - Date     Condition        Report By
 AX1599  HISTORY     - 1972     MONUMENTED       TXHD
 AX1599  HISTORY     - 1973     GOOD             TXHD
 AX1599
 AX1599                          STATION DESCRIPTION
 AX1599
 AX1599'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1973
 AX1599'2.5 MI N FROM SHINER.
 AX1599'ABOUT 2.5 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AX1599'THE STATION AT SHINER, LAVACA COUNTY, ABOUT 9 POLES NORTH OF MILEPOST
 AX1599'13, 140 FEET EAST OF THE CENTER LINE OF THE TRACK, AT 2-BY -4- FOOT
 AX1599'CONCRETE BOX CULVERT UNDER STATE HIGHWAY 95, IN THE TOP OF THE SOUTH
 AX1599'END OF THE EAST HEAD WALL, 40 FEET EAST OF THE CENTER LINE OF THE
 AX1599'HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY, STAMPED W 846 RESET
 AX1599'1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1747 ***********************************************************************
 AX1747  DESIGNATION -  W 847
 AX1747  PID         -  AX1747
 AX1747  STATE/COUNTY-  TX/LAVACA
 AX1747  USGS QUAD   -  WIED (1987)
 AX1747
 AX1747                         *CURRENT SURVEY CONTROL
 AX1747  ___________________________________________________________________
 AX1747* NAD 83(1986)-  29 25 16.     (N)    097 03 43.     (W)     SCALED    
 AX1747* NAVD 88     -        86.12   (+/-2cm)     282.5    (feet)  VERTCON   
 AX1747  ___________________________________________________________________
 AX1747  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1747
 AX1747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1747
 AX1747.The horizontal coordinates were scaled from a topographic map and have
 AX1747.an estimated accuracy of +/- 6 seconds.
 AX1747
 AX1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1747.The vertical order pertains to the NGVD 29 superseded value.
 AX1747
 AX1747.The geoid height was determined by GEOID03.
 AX1747
 AX1747;                    North         East    Units  Estimated Accuracy
 AX1747;SPC TXSC     - 4,177,530.      788,040.      MT  (+/- 180 meters Scaled)
 AX1747
 AX1747                          SUPERSEDED SURVEY CONTROL
 AX1747
 AX1747  NGVD 29 (??/??/92)   86.11   (m)          282.5    (f) COMPUTED    2 0
 AX1747
 AX1747.Superseded values are not recommended for survey control.
 AX1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1747.See file dsdata.txt to determine how the superseded data were derived.
 AX1747
 AX1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT880562(NAD 83)
 AX1747_MARKER: DB = BENCH MARK DISK
 AX1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1747_STAMPING: W 847 1943
 AX1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1747+STABILITY: SURFACE MOTION
 AX1747
 AX1747  HISTORY     - Date     Condition        Report By
 AX1747  HISTORY     - 1943     MONUMENTED       CGS
 AX1747  HISTORY     - 1961     GOOD             NGS
 AX1747
 AX1747                          STATION DESCRIPTION
 AX1747
 AX1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1747'5.65 MI N FROM SWEET HOME.
 AX1747'TO REACH FROM THE CROSSROADS IN SWEET HOME-- GO NORTH ON A DIRT ROAD
 AX1747'2.5 MILES TO JUNCTION OF U.S. HIGHWAY 77.  TURN RIGHT AND CROSS THE
 AX1747'BRIDGE OVER MUSTANG CREEK, GO 0.1 MILE TO A DIRT ROAD ON THE LEFT.
 AX1747'TURN LEFT AND FOLLOW THE DIRT ROAD, NORTHERLY, 3.05 MILES TO BENCH
 AX1747'MARK ON THE LEFT.  THE BENCH MARK IS 0.15 MILE WEST OF THE EAST END OF
 AX1747'A DOUBLE TURN IN THE ROAD.  NOTE-- RAILROAD FACILITIES IN THIS AREA
 AX1747'HAVE BEEN DISCONTINUED AND REMOVED AND CAN NO LONGER BE USED FOR
 AX1747'REFERENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1786 ***********************************************************************
 AX1786  DESIGNATION -  W 848
 AX1786  PID         -  AX1786
 AX1786  STATE/COUNTY-  TX/GONZALES
 AX1786  USGS QUAD   -  GONZALES SOUTH (1987)
 AX1786
 AX1786                         *CURRENT SURVEY CONTROL
 AX1786  ___________________________________________________________________
 AX1786* NAD 83(1986)-  29 27 09.     (N)    097 28 29.     (W)     SCALED    
 AX1786* NAVD 88     -        90.23   (+/-2cm)     296.0    (feet)  VERTCON   
 AX1786  ___________________________________________________________________
 AX1786  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX1786
 AX1786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1786
 AX1786.The horizontal coordinates were scaled from a topographic map and have
 AX1786.an estimated accuracy of +/- 6 seconds.
 AX1786
 AX1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1786.The vertical order pertains to the NGVD 29 superseded value.
 AX1786
 AX1786.The geoid height was determined by GEOID03.
 AX1786
 AX1786;                    North         East    Units  Estimated Accuracy
 AX1786;SPC TXSC     - 4,180,410.      747,950.      MT  (+/- 180 meters Scaled)
 AX1786
 AX1786                          SUPERSEDED SURVEY CONTROL
 AX1786
 AX1786  NGVD 29 (??/??/92)   90.200  (m)          295.93   (f) ADJ UNCH    2 0
 AX1786
 AX1786.Superseded values are not recommended for survey control.
 AX1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1786.See file dsdata.txt to determine how the superseded data were derived.
 AX1786
 AX1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT479590(NAD 83)
 AX1786_MARKER: DB = BENCH MARK DISK
 AX1786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1786_SP_SET: CULVERT
 AX1786_STAMPING: W 848 1943
 AX1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1786
 AX1786  HISTORY     - Date     Condition        Report By
 AX1786  HISTORY     - 1943     MONUMENTED       CGS
 AX1786
 AX1786                          STATION DESCRIPTION
 AX1786
 AX1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1786'4.45 MI SW FROM GONZALES.
 AX1786'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 29 AND STATE HIGHWAY
 AX1786'NO 200 (1.9 MILE S.E. OF THE COURT HOUSE AT GONZALES), PROCEED 2.55
 AX1786'MILES S.W. ALONG STATE HIGHWAY NO. 200 TO A CONCRETE CULVERT AND SITE
 AX1786'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE S.W.
 AX1786'END OF THE N.W. HEADWALL OF A 2X8 FOOT CONCRETE CULVERT UNDER THE
 AX1786'HIGHWAY.  IT IS 78 YARDS S.W. OF THE CENTERLINE OF A DIRT CROSS ROAD,
 AX1786'17.3 FEET N.W. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1786'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2023 ***********************************************************************
 AX2023  DESIGNATION -  W 849
 AX2023  PID         -  AX2023
 AX2023  STATE/COUNTY-  TX/GONZALES
 AX2023  USGS QUAD   -  PILGRIM (1987)
 AX2023
 AX2023                         *CURRENT SURVEY CONTROL
 AX2023  ___________________________________________________________________
 AX2023* NAD 83(1986)-  29 19 53.     (N)    097 30 44.     (W)     SCALED    
 AX2023* NAVD 88     -        72.81   (+/-2cm)     238.9    (feet)  VERTCON   
 AX2023  ___________________________________________________________________
 AX2023  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AX2023
 AX2023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2023
 AX2023.The horizontal coordinates were scaled from a topographic map and have
 AX2023.an estimated accuracy of +/- 6 seconds.
 AX2023
 AX2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2023.The vertical order pertains to the NGVD 29 superseded value.
 AX2023
 AX2023.The geoid height was determined by GEOID03.
 AX2023
 AX2023;                    North         East    Units  Estimated Accuracy
 AX2023;SPC TXSC     - 4,166,940.      744,480.      MT  (+/- 180 meters Scaled)
 AX2023
 AX2023                          SUPERSEDED SURVEY CONTROL
 AX2023
 AX2023  NGVD 29 (??/??/92)   72.786  (m)          238.80   (f) ADJ UNCH    2 0
 AX2023
 AX2023.Superseded values are not recommended for survey control.
 AX2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2023.See file dsdata.txt to determine how the superseded data were derived.
 AX2023
 AX2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT444456(NAD 83)
 AX2023_MARKER: DB = BENCH MARK DISK
 AX2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2023_STAMPING: W 849 1943
 AX2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2023+STABILITY: SURFACE MOTION
 AX2023
 AX2023  HISTORY     - Date     Condition        Report By
 AX2023  HISTORY     - 1943     MONUMENTED       CGS
 AX2023
 AX2023                          STATION DESCRIPTION
 AX2023
 AX2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2023'4.65 MI SE FROM WRIGHTSBORO.
 AX2023'TO REACH FROM THE SCHOOL BUILDING A WRIGHTSBORO, PROCEED 4.65 MILES
 AX2023'S.E. ALONG A DIRT ROAD TO A FRAME HOUSE AND SITE OF BENCH MARK. BENCH
 AX2023'MARK IS 0.15 MI. S.E. OF A LARGE WOODEN BRIDGE OVER A CREEK. IT IS
 AX2023'49.7 FEET EAST OF THE N. CORNER OF A FRAME FARM HOUSE, 20 FEET S.W. OF
 AX2023'AND ABOUT 2 FEET ABOVE THE CENTERLINE OF THE ROAD, 18.3 FEET N.E. OF A
 AX2023'2 FOOT OAK TREE AND 3.4 FEET N.W. OF A 4X4 INCH WHITE WOODEN MARKER
 AX2023'POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2110 ***********************************************************************
 BY2110  DESIGNATION -  W 85
 BY2110  PID         -  BY2110
 BY2110  STATE/COUNTY-  TX/ANDERSON
 BY2110  USGS QUAD   -  ELKHART CREEK (1982)
 BY2110
 BY2110                         *CURRENT SURVEY CONTROL
 BY2110  ___________________________________________________________________
 BY2110* NAD 83(1986)-  31 37 28.     (N)    095 34 42.     (W)     SCALED    
 BY2110* NAVD 88     -       117.049  (meters)     384.02   (feet)  ADJUSTED  
 BY2110  ___________________________________________________________________
 BY2110  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY2110  DYNAMIC HT  -         116.905 (meters)     383.55  (feet)  COMP
 BY2110  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 BY2110
 BY2110  VERT ORDER  -  FIRST     CLASS II
 BY2110
 BY2110.The horizontal coordinates were scaled from a topographic map and have
 BY2110.an estimated accuracy of +/- 6 seconds.
 BY2110
 BY2110.The orthometric height was determined by differential leveling
 BY2110.and adjusted by the National Geodetic Survey in June 1991..
 BY2110
 BY2110.The geoid height was determined by GEOID03.
 BY2110
 BY2110.The dynamic height is computed by dividing the NAVD 88
 BY2110.geopotential number by the normal gravity value computed on the
 BY2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2110.degrees latitude (g = 980.6199 gals.).
 BY2110
 BY2110.The modeled gravity was interpolated from observed gravity values.
 BY2110
 BY2110;                    North         East    Units  Estimated Accuracy
 BY2110;SPC TX C     - 3,226,680.    1,150,970.      MT  (+/- 180 meters Scaled)
 BY2110
 BY2110                          SUPERSEDED SURVEY CONTROL
 BY2110
 BY2110  NGVD 29 (??/??/92)  117.040  (m)          383.99   (f) ADJ UNCH    1 2
 BY2110
 BY2110.Superseded values are not recommended for survey control.
 BY2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2110.See file dsdata.txt to determine how the superseded data were derived.
 BY2110
 BY2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR554016(NAD 83)
 BY2110_MARKER: DB = BENCH MARK DISK
 BY2110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2110_SP_SET: COLUMN
 BY2110_STAMPING: W 85 1932 384.018
 BY2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2110
 BY2110  HISTORY     - Date     Condition        Report By
 BY2110  HISTORY     - 1932     MONUMENTED       CGS
 BY2110  HISTORY     - 1960     GOOD             NGS
 BY2110  HISTORY     - 1980     GOOD             NGS
 BY2110  HISTORY     - 1990     GOOD             USPSQD
 BY2110
 BY2110                          STATION DESCRIPTION
 BY2110
 BY2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2110'IN ELKHART.
 BY2110'1 BLOCK SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION, SET
 BY2110'VERTICALLY IN THE NORTHEAST FACE OF A BRICK COLUMN OF A VACANT BRICK
 BY2110'BUILDING, 40 FEET NORTHWEST OF THE CENTER OF THE MAIN STREET, 12 FEET
 BY2110'NORTHWEST OF THE EAST CORNER OF THE BUILDING, 4 FEET NORTHWEST OF THE
 BY2110'NORTHWEST EDGE OF A WINDOW SILL, 16 FEET SOUTHWEST OF THE CENTER LINE
 BY2110'OF AN ALLEY THAT PASSES BY THE TOWN WATER TANK (ELEVATED), AND ABOUT 3
 BY2110'1/2 FEET ABOVE THE SIDEWALK.
 BY2110
 BY2110                          STATION RECOVERY (1980)
 BY2110
 BY2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2110'IN ELKHART, ONE BLOCK SOUTH ALONG MAIN STREET FROM THE CROSSING OF THE
 BY2110'MISSOURI PACIFIC RAILROAD, 45.7 M. (150 FT.) NORTHEAST OF THE CENTER
 BY2110'OF THE TOWN WATER TANK, SET VERTICALLY IN THE NORTH FACE OF A BRICK
 BY2110'COLUMN OF A VACANT BRICK BUILDING (FORMERLY COMMUNITY CRUSADES
 BY2110'HEADQUARTERS), 12.2 M. (40.0 FT.) NORTHWEST OF THE CENTERLINE OF THE
 BY2110'STREET, 3.7 M. (12.0 FT.) NORTHWEST OF THE EAST CORNER OF THE
 BY2110'BUILDING, 1.2 M. (4.0 FT.) NORTHWEST OF THE NORTHWEST EDGE OF A WINDOW
 BY2110'SILL, 4.9 M. (16.0 FT.) SOUTHWEST OF THE CENTERLINE OF AN ALLEY THAT
 BY2110'PASSES BY THE WATER TANK, 5.3 M. (17.4 FT.) SOUTHWEST OF A POWERLINE
 BY2110'POLE WITH A STREET LIGHT.
 BY2110'THE MARK IS 1.0 M ABOVE THE SIDEWALK.
 BY2110
 BY2110                          STATION RECOVERY (1990)
 BY2110
 BY2110'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0442 ***********************************************************************
 AX0442  DESIGNATION -  W 851
 AX0442  PID         -  AX0442
 AX0442  STATE/COUNTY-  TX/WHARTON
 AX0442  USGS QUAD   -  EL CAMPO (1981)
 AX0442
 AX0442                         *CURRENT SURVEY CONTROL
 AX0442  ___________________________________________________________________
 AX0442* NAD 83(1986)-  29 11 51.     (N)    096 16 15.     (W)     SCALED    
 AX0442* NAVD 88     -        31.94   (+/-2cm)     104.8    (feet)  VERTCON   
 AX0442  ___________________________________________________________________
 AX0442  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0442
 AX0442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0442
 AX0442.The horizontal coordinates were scaled from a topographic map and have
 AX0442.an estimated accuracy of +/- 6 seconds.
 AX0442
 AX0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0442.The vertical order pertains to the NGVD 29 superseded value.
 AX0442
 AX0442.The geoid height was determined by GEOID03.
 AX0442
 AX0442;                    North         East    Units  Estimated Accuracy
 AX0442;SPC TXSC     - 4,154,280.      865,360.      MT  (+/- 180 meters Scaled)
 AX0442
 AX0442                          SUPERSEDED SURVEY CONTROL
 AX0442
 AX0442  NGVD 29 (??/??/92)   31.947  (m)          104.81   (f) ADJ UNCH    2 0
 AX0442
 AX0442.Superseded values are not recommended for survey control.
 AX0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0442.See file dsdata.txt to determine how the superseded data were derived.
 AX0442
 AX0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT653329(NAD 83)
 AX0442_MARKER: DB = BENCH MARK DISK
 AX0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0442_STAMPING: W-851 1943
 AX0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0442+STABILITY: SURFACE MOTION
 AX0442
 AX0442  HISTORY     - Date     Condition        Report By
 AX0442  HISTORY     - 1943     MONUMENTED       CGS
 AX0442  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0442
 AX0442                          STATION DESCRIPTION
 AX0442
 AX0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0442'0.3 MI NW FROM EL CAMPO.
 AX0442'AT EL CAMPO, 0.3 MILE NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE
 AX0442'POST OFFICE, SET AT THE INTERSECTION OF THE HIGHWAY (MECHANIC STREET)
 AX0442'AND E. HILLJE STREET, 53 FEET SOUTHWEST OF THE CENTER-LINE OF THE
 AX0442'HIGHWAY, 51.8 FEET NORTHWEST OF THE CENTER-LINE OF E. HILLJE STREET,
 AX0442'4.1 FEET NORTHWEST OF THE NORTHWEST CURB OF THE SIDEWALK PARALLELING
 AX0442'HILLJE STREET, 3.9 FEET SOUTHWEST OF THE SOUTHWEST CURB OF SIDEWALK
 AX0442'PARALLELING THE HIGHWAY, 2 FEET NORTHEAST OF REFERENCE POST.  BENCH
 AX0442'MARK DISK SET FLUSH WITH THE GROUND.
 AX0442
 AX0442                          STATION RECOVERY (1965)
 AX0442
 AX0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0718 ***********************************************************************
 AX0718  DESIGNATION -  W 852
 AX0718  PID         -  AX0718
 AX0718  STATE/COUNTY-  TX/JACKSON
 AX0718  USGS QUAD   -  GANADO NE (1981)
 AX0718
 AX0718                         *CURRENT SURVEY CONTROL
 AX0718  ___________________________________________________________________
 AX0718* NAD 83(1986)-  29 09 18.     (N)    096 32 46.     (W)     SCALED    
 AX0718* NAVD 88     -        27.05   (+/-2cm)      88.7    (feet)  VERTCON   
 AX0718  ___________________________________________________________________
 AX0718  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0718
 AX0718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0718
 AX0718.The horizontal coordinates were scaled from a topographic map and have
 AX0718.an estimated accuracy of +/- 6 seconds.
 AX0718
 AX0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0718.The vertical order pertains to the NGVD 29 superseded value.
 AX0718
 AX0718.The geoid height was determined by GEOID03.
 AX0718
 AX0718;                    North         East    Units  Estimated Accuracy
 AX0718;SPC TXSC     - 4,148,980.      838,700.      MT  (+/- 180 meters Scaled)
 AX0718
 AX0718                          SUPERSEDED SURVEY CONTROL
 AX0718
 AX0718  NGVD 29 (??/??/92)   27.056  (m)           88.77   (f) ADJ UNCH    2 0
 AX0718
 AX0718.Superseded values are not recommended for survey control.
 AX0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0718.See file dsdata.txt to determine how the superseded data were derived.
 AX0718
 AX0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT386276(NAD 83)
 AX0718_MARKER: DB = BENCH MARK DISK
 AX0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0718_STAMPING: W 852 1943
 AX0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0718+STABILITY: SURFACE MOTION
 AX0718
 AX0718  HISTORY     - Date     Condition        Report By
 AX0718  HISTORY     - 1943     MONUMENTED       CGS
 AX0718  HISTORY     - 1972     GOOD             NGS
 AX0718
 AX0718                          STATION DESCRIPTION
 AX0718
 AX0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0718'9.5 MI N FROM GANADO.
 AX0718'ABOUT 9.5 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0718'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, AT A CURVE IN THE ROAD, 45
 AX0718'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTH OF THE
 AX0718'CENTER LINE OF A ROAD WHICH LEADS WEST, 4 FEET NORTHEAST OF A CORNER
 AX0718'FENCE POST, 3 1/2 FEET EAST OF THE FENCE, 1.5 FEET NORTH OF A METAL
 AX0718'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 4 INCHES
 AX0718'BELOW THE SURFACE OF THE GROUND.  NOTE-- THIS MARK IS LEANING SLIGHTLY
 AX0718'TO THE NORTHWEST AND THE CONCRETE IS BROKEN OFF OF THAT CORNER OF THE
 AX0718'POST, BUT THE MARK APPEARS TO BE SOLID.  THE MARK MAY BE DESTROYED BY
 AX0718'CONSTRUCTION OF A NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0903 ***********************************************************************
 AX0903  DESIGNATION -  W 853
 AX0903  PID         -  AX0903
 AX0903  STATE/COUNTY-  TX/JACKSON
 AX0903  USGS QUAD   -  CORDELE (1981)
 AX0903
 AX0903                         *CURRENT SURVEY CONTROL
 AX0903  ___________________________________________________________________
 AX0903* NAD 83(1986)-  29 09 01.     (N)    096 41 25.     (W)     SCALED    
 AX0903* NAVD 88     -        34.23   (+/-2cm)     112.3    (feet)  VERTCON   
 AX0903  ___________________________________________________________________
 AX0903  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0903
 AX0903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0903
 AX0903.The horizontal coordinates were scaled from a topographic map and have
 AX0903.an estimated accuracy of +/- 6 seconds.
 AX0903
 AX0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0903.The vertical order pertains to the NGVD 29 superseded value.
 AX0903
 AX0903.The geoid height was determined by GEOID03.
 AX0903
 AX0903;                    North         East    Units  Estimated Accuracy
 AX0903;SPC TXSC     - 4,148,170.      824,690.      MT  (+/- 180 meters Scaled)
 AX0903
 AX0903                          SUPERSEDED SURVEY CONTROL
 AX0903
 AX0903  NGVD 29 (??/??/92)   34.239  (m)          112.33   (f) ADJ UNCH    2 0
 AX0903
 AX0903.Superseded values are not recommended for survey control.
 AX0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0903.See file dsdata.txt to determine how the superseded data were derived.
 AX0903
 AX0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT246268(NAD 83)
 AX0903_MARKER: DB = BENCH MARK DISK
 AX0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0903_STAMPING: W 853 1943
 AX0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0903+STABILITY: SURFACE MOTION
 AX0903
 AX0903  HISTORY     - Date     Condition        Report By
 AX0903  HISTORY     - 1943     MONUMENTED       CGS
 AX0903  HISTORY     - 1972     GOOD             NGS
 AX0903
 AX0903                          STATION DESCRIPTION
 AX0903
 AX0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0903'4.4 MI NW FROM CORDELE.
 AX0903'ABOUT 1.0 MILE WEST ALONG CORDELE ROAD FROM THE METHODIST CHURCH AT
 AX0903'CORDELE, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 2.4 MILES
 AX0903'WEST ALONG A GRAVEL ROAD, 0.2 MILE EAST OF THE JUNCTION OF A ROAD
 AX0903'LEADING NORTHWEST, 248 FEET WEST OF THE CENTER LINE OF A FARM ROAD
 AX0903'LEADING NORTH, IN THE RIGHT-OF-WAY FENCE LINE, 65 FEET EAST OF THE
 AX0903'EAST ONE OF TWO BRACE POLES IN THE FENCE LINE, 29 FEET SOUTH OF THE
 AX0903'CENTER LINE OF THE GRAVEL ROAD, 1.8 FEET WEST OF A METAL WITNESS POST,
 AX0903'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AX0903'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0744 ***********************************************************************
 AX0744  DESIGNATION -  W 854
 AX0744  PID         -  AX0744
 AX0744  STATE/COUNTY-  TX/LAVACA
 AX0744  USGS QUAD   -  SHERIDAN (1981)
 AX0744
 AX0744                         *CURRENT SURVEY CONTROL
 AX0744  ___________________________________________________________________
 AX0744* NAD 83(1986)-  29 27 04.     (N)    096 40 25.     (W)     SCALED    
 AX0744* NAVD 88     -        63.34   (+/-2cm)     207.8    (feet)  VERTCON   
 AX0744  ___________________________________________________________________
 AX0744  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0744
 AX0744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0744
 AX0744.The horizontal coordinates were scaled from a topographic map and have
 AX0744.an estimated accuracy of +/- 6 seconds.
 AX0744
 AX0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0744.The vertical order pertains to the NGVD 29 superseded value.
 AX0744
 AX0744.The geoid height was determined by GEOID03.
 AX0744
 AX0744;                    North         East    Units  Estimated Accuracy
 AX0744;SPC TXSC     - 4,181,540.      825,640.      MT  (+/- 180 meters Scaled)
 AX0744
 AX0744                          SUPERSEDED SURVEY CONTROL
 AX0744
 AX0744  NGVD 29 (??/??/92)   63.338  (m)          207.80   (f) ADJ UNCH    2 0
 AX0744
 AX0744.Superseded values are not recommended for survey control.
 AX0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0744.See file dsdata.txt to determine how the superseded data were derived.
 AX0744
 AX0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT256602(NAD 83)
 AX0744_MARKER: DB = BENCH MARK DISK
 AX0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0744_STAMPING: W 854 1943
 AX0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0744+STABILITY: SURFACE MOTION
 AX0744
 AX0744  HISTORY     - Date     Condition        Report By
 AX0744  HISTORY     - 1943     MONUMENTED       CGS
 AX0744  HISTORY     - 1966     GOOD             NGS
 AX0744
 AX0744                          STATION DESCRIPTION
 AX0744
 AX0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AX0744'2 9 MI S FROM SHERIDAN.
 AX0744'2.9MILES SOUTH ALONG THE SHELL OIL CO.,ROAD FROM THE POST OFFICE AT
 AX0744'SHERIDAN, 71.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 AX0744'WOODEN BRIDGE,37 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 AX0744'EAST OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE
 AX0744'POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 AX0744'MARK WAS FOUND TO BE IN THE AREA OF ROAD IMPROVEMENTS.  A NEW BENCH
 AX0744'MARK WAS SET IN THE NEAR VICINITY AND ITS ELEVATION WAS DETERMINED
 AX0744'FROM THE OLD BENCH MARK.  THE OLD BENCH MARK WILL BE DESTROYED IN THE
 AX0744'NEAR FUTURE WHEN ROAD CONSTRUCTION BEGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0745 ***********************************************************************
 AX0745  DESIGNATION -  W 854 RESET 1966
 AX0745  PID         -  AX0745
 AX0745  STATE/COUNTY-  TX/LAVACA
 AX0745  USGS QUAD   -  SHERIDAN (1981)
 AX0745
 AX0745                         *CURRENT SURVEY CONTROL
 AX0745  ___________________________________________________________________
 AX0745* NAD 83(1986)-  29 27 05.     (N)    096 40 23.     (W)     SCALED    
 AX0745* NAVD 88     -        63.26   (+/-2cm)     207.5    (feet)  VERTCON   
 AX0745  ___________________________________________________________________
 AX0745  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0745
 AX0745  VERT ORDER  -  THIRD (See Below)
 AX0745
 AX0745.The horizontal coordinates were scaled from a topographic map and have
 AX0745.an estimated accuracy of +/- 6 seconds.
 AX0745
 AX0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0745.The vertical order pertains to the NGVD 29 superseded value.
 AX0745
 AX0745.The geoid height was determined by GEOID03.
 AX0745
 AX0745;                    North         East    Units  Estimated Accuracy
 AX0745;SPC TXSC     - 4,181,570.      825,700.      MT  (+/- 180 meters Scaled)
 AX0745
 AX0745                          SUPERSEDED SURVEY CONTROL
 AX0745
 AX0745  NGVD 29 (??/??/??)   63.25   (m)          207.5    (f) RESET       3  
 AX0745
 AX0745.Superseded values are not recommended for survey control.
 AX0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0745.See file dsdata.txt to determine how the superseded data were derived.
 AX0745
 AX0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT256602(NAD 83)
 AX0745_MARKER: DB = BENCH MARK DISK
 AX0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0745_STAMPING: W 854 RESET 1966
 AX0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0745+STABILITY: SURFACE MOTION
 AX0745
 AX0745  HISTORY     - Date     Condition        Report By
 AX0745  HISTORY     - 1966     MONUMENTED       CGS
 AX0745
 AX0745                          STATION DESCRIPTION
 AX0745
 AX0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AX0745'2 85 MI S FROM SHERIDAN.
 AX0745'ABOUT 2.85 MILES SOUTH ALONG F.M.HIGHWAY 2921 FROM THE SCHOOL HOUSE AT
 AX0745'THE JUNCTION OF W FIRST STREET AND D AVENUE IN SHERIDAN TO SITE OF
 AX0745'BENCH MARK,100 FEET EAST OF THE CENTER LINE OF HIGHWAY, ABOUT 50 YARDS
 AX0745'NORTHEAST OF THE BRIDGE OVER SANDY CREEK, 125 FEET NORTH OF THE CENTER
 AX0745'OF A METAL GATE,1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE,AND 1 FOOT
 AX0745'NORTH OF A METAL WITNESS POST.  A STANDARD DISK SET IN A 12 X 12
 AX0745'CONCRETE POSST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 AX0745'GROUND.  THE BENCH MARK IS AT TEXAS HIGHWAY DEPARTMENT BASE STATION
 AX0745'166+59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1892 ***********************************************************************
 AX1892  DESIGNATION -  W 855
 AX1892  PID         -  AX1892
 AX1892  STATE/COUNTY-  TX/KARNES
 AX1892  USGS QUAD   -  ECLETO (1987)
 AX1892
 AX1892                         *CURRENT SURVEY CONTROL
 AX1892  ___________________________________________________________________
 AX1892* NAD 83(1986)-  29 00 50.     (N)    097 49 06.     (W)     SCALED    
 AX1892* NAVD 88     -        93.50   (+/-2cm)     306.8    (feet)  VERTCON   
 AX1892  ___________________________________________________________________
 AX1892  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX1892
 AX1892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1892
 AX1892.The horizontal coordinates were scaled from a topographic map and have
 AX1892.an estimated accuracy of +/- 6 seconds.
 AX1892
 AX1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1892.The vertical order pertains to the NGVD 29 superseded value.
 AX1892
 AX1892.The geoid height was determined by GEOID03.
 AX1892
 AX1892;                    North         East    Units  Estimated Accuracy
 AX1892;SPC TXSC     - 4,131,420.      715,110.      MT  (+/- 180 meters Scaled)
 AX1892
 AX1892                          SUPERSEDED SURVEY CONTROL
 AX1892
 AX1892  NGVD 29 (??/??/92)   93.463  (m)          306.64   (f) ADJ UNCH    2 0
 AX1892
 AX1892.Superseded values are not recommended for survey control.
 AX1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1892.See file dsdata.txt to determine how the superseded data were derived.
 AX1892
 AX1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT150101(NAD 83)
 AX1892_MARKER: DB = BENCH MARK DISK
 AX1892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1892_SP_SET: CULVERT
 AX1892_STAMPING: W 855 1943
 AX1892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1892
 AX1892  HISTORY     - Date     Condition        Report By
 AX1892  HISTORY     - 1943     MONUMENTED       CGS
 AX1892
 AX1892                          STATION DESCRIPTION
 AX1892
 AX1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1892'4.4 MI N FROM HELENA.
 AX1892'TO REACH FROM THE FOUR CORNERS AT HELENA, PROCEED 4.4 MILES NORTHERLY
 AX1892'ALONG STATE HIGHWAY NO. 80 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1892'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF
 AX1892'THE WEST HEADWALL OF A 3X3 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1892'HIGHWAY.  IT IS 14.3 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE
 AX1892'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1893 ***********************************************************************
 AX1893  DESIGNATION -  W 855 RESET 1971
 AX1893  PID         -  AX1893
 AX1893  STATE/COUNTY-  TX/KARNES
 AX1893  USGS QUAD   -  ECLETO (1987)
 AX1893
 AX1893                         *CURRENT SURVEY CONTROL
 AX1893  ___________________________________________________________________
 AX1893* NAD 83(1986)-  29 00 50.     (N)    097 49 06.     (W)     SCALED    
 AX1893* NAVD 88     -        93.17   (+/-2cm)     305.7    (feet)  VERTCON   
 AX1893  ___________________________________________________________________
 AX1893  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX1893
 AX1893  VERT ORDER  -  THIRD (See Below)
 AX1893
 AX1893.The horizontal coordinates were scaled from a topographic map and have
 AX1893.an estimated accuracy of +/- 6 seconds.
 AX1893
 AX1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1893.The vertical order pertains to the NGVD 29 superseded value.
 AX1893
 AX1893.The geoid height was determined by GEOID03.
 AX1893
 AX1893;                    North         East    Units  Estimated Accuracy
 AX1893;SPC TXSC     - 4,131,420.      715,110.      MT  (+/- 180 meters Scaled)
 AX1893
 AX1893                          SUPERSEDED SURVEY CONTROL
 AX1893
 AX1893  NGVD 29 (01/29/03)   93.14   (m)          305.6    (f) RESET       3  
 AX1893
 AX1893.Superseded values are not recommended for survey control.
 AX1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1893.See file dsdata.txt to determine how the superseded data were derived.
 AX1893
 AX1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT150101(NAD 83)
 AX1893_MARKER: DB = BENCH MARK DISK
 AX1893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1893_SP_SET: CULVERT
 AX1893_STAMPING: W 855 RESET 1971
 AX1893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1893+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1893
 AX1893  HISTORY     - Date     Condition        Report By
 AX1893  HISTORY     - 1971     MONUMENTED       TXHD
 AX1893  HISTORY     - 1972     GOOD             TXHD
 AX1893  HISTORY     - 20040917 GOOD             USPSQD
 AX1893
 AX1893                          STATION DESCRIPTION
 AX1893
 AX1893'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1893'4.2 MI N FROM HELENA.
 AX1893'ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY 80 FROM FOUR CORNERS IN
 AX1893'HELENA, KARNES COUNTY, IN THE TOP OF THE HEADWALL OF A 3- BY 3- FOOT
 AX1893'CONCRETE BOX CULVERT UNDER THE HIGHWAY 7.5 FEET FROM THE SOUTH END OF
 AX1893'THE WEST HEADWALL, 42.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AX1893'AND THREE FEET BELOW THE HIGHWAY.
 AX1893
 AX1893                          STATION RECOVERY (2004)
 AX1893
 AX1893'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1936 ***********************************************************************
 AX1936  DESIGNATION -  W 856
 AX1936  PID         -  AX1936
 AX1936  STATE/COUNTY-  TX/KARNES
 AX1936  USGS QUAD   -  ECLETO (1987)
 AX1936
 AX1936                         *CURRENT SURVEY CONTROL
 AX1936  ___________________________________________________________________
 AX1936* NAD 83(1986)-  29 06 31.     (N)    097 50 38.     (W)     SCALED    
 AX1936* NAVD 88     -       120.37   (+/-2cm)     394.9    (feet)  VERTCON   
 AX1936  ___________________________________________________________________
 AX1936  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX1936
 AX1936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1936
 AX1936.The horizontal coordinates were scaled from a topographic map and have
 AX1936.an estimated accuracy of +/- 6 seconds.
 AX1936
 AX1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1936.The vertical order pertains to the NGVD 29 superseded value.
 AX1936
 AX1936.The geoid height was determined by GEOID03.
 AX1936
 AX1936;                    North         East    Units  Estimated Accuracy
 AX1936;SPC TXSC     - 4,141,890.      712,520.      MT  (+/- 180 meters Scaled)
 AX1936
 AX1936                          SUPERSEDED SURVEY CONTROL
 AX1936
 AX1936  NGVD 29 (??/??/92)  120.328  (m)          394.78   (f) ADJ UNCH    2 0
 AX1936
 AX1936.Superseded values are not recommended for survey control.
 AX1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1936.See file dsdata.txt to determine how the superseded data were derived.
 AX1936
 AX1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT124205(NAD 83)
 AX1936_MARKER: DB = BENCH MARK DISK
 AX1936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1936_SP_SET: FLAG POLE BASE
 AX1936_STAMPING: W 856 1943
 AX1936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX1936+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 AX1936
 AX1936  HISTORY     - Date     Condition        Report By
 AX1936  HISTORY     - 1943     MONUMENTED       CGS
 AX1936  HISTORY     - 20050405 GOOD             USPSQD
 AX1936
 AX1936                          STATION DESCRIPTION
 AX1936
 AX1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1936'4.6 MI SW FROM GILLETT.
 AX1936'TO REACH FROM THE POST OFFICE AT GILLETT, PROCEED 0.75 MILE SOUTHERLY
 AX1936'ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING
 AX1936'SOUTHWEST, THENCE 3.25 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO THE
 AX1936'INTERSECTION OF A DIRT ROAD LEADING NORTHWEST, THENCE 0.6 MILE
 AX1936'NORTHWESTERLY ALONG A DIRT ROAD TO THE HYATT SCHOOL NO. 1 AND SITE OF
 AX1936'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH
 AX1936'CORNER OF A 2.8 X 2.8 FOOT CONCRETE BASE OF A FLAG POLE.  IT IS 55.0
 AX1936'FEET SOUTHWEST OF AND ABOUT 2.5 FEET ABOVE THE CENTERLINE OF THE ROAD,
 AX1936'36.2 FEET NORTHEAST OF THE NORTH CORNER OF THE SCHOOL BUILDING, 19.0
 AX1936'FEET NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE WALK AND 2.5 FEET
 AX1936'ABOVE THE GROUND.
 AX1936
 AX1936                          STATION RECOVERY (2005)
 AX1936
 AX1936'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1955 ***********************************************************************
 AX1955  DESIGNATION -  W 857
 AX1955  PID         -  AX1955
 AX1955  STATE/COUNTY-  TX/DE WITT
 AX1955  USGS QUAD   -  NEW DAVY (1987)
 AX1955
 AX1955                         *CURRENT SURVEY CONTROL
 AX1955  ___________________________________________________________________
 AX1955* NAD 83(1986)-  29 02 57.     (N)    097 35 56.     (W)     SCALED    
 AX1955* NAVD 88     -       123.35   (+/-2cm)     404.7    (feet)  VERTCON   
 AX1955  ___________________________________________________________________
 AX1955  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AX1955
 AX1955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1955
 AX1955.The horizontal coordinates were scaled from a topographic map and have
 AX1955.an estimated accuracy of +/- 6 seconds.
 AX1955
 AX1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1955.The vertical order pertains to the NGVD 29 superseded value.
 AX1955
 AX1955.The geoid height was determined by GEOID03.
 AX1955
 AX1955;                    North         East    Units  Estimated Accuracy
 AX1955;SPC TXSC     - 4,135,560.      736,440.      MT  (+/- 180 meters Scaled)
 AX1955
 AX1955                          SUPERSEDED SURVEY CONTROL
 AX1955
 AX1955  NGVD 29 (??/??/92)  123.328  (m)          404.62   (f) ADJ UNCH    2 0
 AX1955
 AX1955.Superseded values are not recommended for survey control.
 AX1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1955.See file dsdata.txt to determine how the superseded data were derived.
 AX1955
 AX1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT364142(NAD 83)
 AX1955_MARKER: DB = BENCH MARK DISK
 AX1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1955_STAMPING: W 857 1943
 AX1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1955+STABILITY: SURFACE MOTION
 AX1955
 AX1955  HISTORY     - Date     Condition        Report By
 AX1955  HISTORY     - 1943     MONUMENTED       CGS
 AX1955  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX1955
 AX1955                          STATION DESCRIPTION
 AX1955
 AX1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1955'1.0 MI SE FROM DAVY.
 AX1955'TO REACH FROM THE SCHOOL BUILDING AT DAVY, PROCEED 1.0 MILE
 AX1955'SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO THE TOP OF A HILL AND SITE
 AX1955'OF BENCH MARK.  BENCH MARK IS 34.6 FEET SOUTHWEST OF AND ABOUT 1.5
 AX1955'FOOT BELOW THE CENTERLINE OF THE HIGHWAY, 3.4 FEET SOUTHEAST OF A 4X4
 AX1955'INCH WHITE WOODEN MARKER POST AND 0.6 FOOT NORTHEAST OF THE SOUTHWEST
 AX1955'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.2 FOOT.
 AX1955
 AX1955                          STATION RECOVERY (1961)
 AX1955
 AX1955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1641 ***********************************************************************
 AN1641  DESIGNATION -  W 858
 AN1641  PID         -  AN1641
 AN1641  STATE/COUNTY-  TX/KARNES
 AN1641  USGS QUAD   -  HELENA (1987)
 AN1641
 AN1641                         *CURRENT SURVEY CONTROL
 AN1641  ___________________________________________________________________
 AN1641* NAD 83(1986)-  28 57 42.     (N)    097 48 16.     (W)     SCALED    
 AN1641* NAVD 88     -       103.79   (+/-2cm)     340.5    (feet)  VERTCON   
 AN1641  ___________________________________________________________________
 AN1641  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AN1641
 AN1641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1641
 AN1641.The horizontal coordinates were scaled from a topographic map and have
 AN1641.an estimated accuracy of +/- 6 seconds.
 AN1641
 AN1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1641.The vertical order pertains to the NGVD 29 superseded value.
 AN1641
 AN1641.The geoid height was determined by GEOID03.
 AN1641
 AN1641;                    North         East    Units  Estimated Accuracy
 AN1641;SPC TXSC     - 4,125,650.      716,520.      MT  (+/- 180 meters Scaled)
 AN1641
 AN1641                          SUPERSEDED SURVEY CONTROL
 AN1641
 AN1641  NGVD 29 (??/??/92)  103.768  (m)          340.45   (f) ADJ UNCH    2 0
 AN1641
 AN1641.Superseded values are not recommended for survey control.
 AN1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1641.See file dsdata.txt to determine how the superseded data were derived.
 AN1641
 AN1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT164043(NAD 83)
 AN1641_MARKER: DB = BENCH MARK DISK
 AN1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1641_STAMPING: W 858 1943
 AN1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1641+STABILITY: SURFACE MOTION
 AN1641
 AN1641  HISTORY     - Date     Condition        Report By
 AN1641  HISTORY     - 1943     MONUMENTED       CGS
 AN1641
 AN1641                          STATION DESCRIPTION
 AN1641
 AN1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1641'0.3 MI SE FROM HELENA.
 AN1641'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE FOUR CORNERS AT
 AN1641'HELENA, KARNES COUNTY, THENCE ABOUT 1.4 MILES NORTHEAST ALONG A DIRT
 AN1641'ROAD.  AT THE TOP OF A GRAVEL HILL, 24.5 FEET SOUTHWEST OF THE CENTER
 AN1641'OF A GATE IN THE SOUTHEAST RIGHT-OF-WAY FENCE, 28.9 FEET SOUTHEAST OF
 AN1641'THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTHEAST OF THE SOUTHEAST
 AN1641'RIGHT-OF-WAY FENCE, 3.8 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 AN1641'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED W 858
 AN1641'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 AN1641'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1970 ***********************************************************************
 AX1970  DESIGNATION -  W 859
 AX1970  PID         -  AX1970
 AX1970  STATE/COUNTY-  TX/GONZALES
 AX1970  USGS QUAD   -  SAMPLE (1987)
 AX1970
 AX1970                         *CURRENT SURVEY CONTROL
 AX1970  ___________________________________________________________________
 AX1970* NAD 83(1986)-  29 09 16.     (N)    097 33 55.     (W)     SCALED    
 AX1970* NAVD 88     -       110.20   (+/-2cm)     361.5    (feet)  VERTCON   
 AX1970  ___________________________________________________________________
 AX1970  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AX1970
 AX1970  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1970
 AX1970.The horizontal coordinates were scaled from a topographic map and have
 AX1970.an estimated accuracy of +/- 6 seconds.
 AX1970
 AX1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1970.The vertical order pertains to the NGVD 29 superseded value.
 AX1970
 AX1970.The geoid height was determined by GEOID03.
 AX1970
 AX1970;                    North         East    Units  Estimated Accuracy
 AX1970;SPC TXSC     - 4,147,270.      739,570.      MT  (+/- 180 meters Scaled)
 AX1970
 AX1970                          SUPERSEDED SURVEY CONTROL
 AX1970
 AX1970  NGVD 29 (??/??/92)  110.183  (m)          361.49   (f) ADJ UNCH    2 0
 AX1970
 AX1970.Superseded values are not recommended for survey control.
 AX1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1970.See file dsdata.txt to determine how the superseded data were derived.
 AX1970
 AX1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT395259(NAD 83)
 AX1970_MARKER: DB = BENCH MARK DISK
 AX1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1970_STAMPING: W 859 1943
 AX1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1970+STABILITY: SURFACE MOTION
 AX1970
 AX1970  HISTORY     - Date     Condition        Report By
 AX1970  HISTORY     - 1943     MONUMENTED       CGS
 AX1970
 AX1970                          STATION DESCRIPTION
 AX1970
 AX1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1970'2.0 MI NE FROM NOPAL.
 AX1970'TO REACH FROM THE POST OFFICE AT NOPAL, PROCEED 2.0 MILES
 AX1970'NORTHEASTERLY ALONG A DIRT ROAD TO THE TOP OF A HILL AND SITE OF BENCH
 AX1970'MARK.  BENCH MARK IS 0.2 MILE SOUTHWEST OF THE NORTHWEST END OF A
 AX1970'DOUBLE TURN IN THE ROAD.  IT IS 21.0 FEET NORTHWEST OF AND ABOUT THE
 AX1970'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 2.3 FEET NORTHWEST OF
 AX1970'THE NORTHWEST RIGHT-OF-WAY FENCE AND 2.7 FEET SOUTHWEST OF A 4X4 INCH
 AX1970'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1391 ***********************************************************************
 BY1391  DESIGNATION -  W 86
 BY1391  PID         -  BY1391
 BY1391  STATE/COUNTY-  TX/HOUSTON
 BY1391  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1391
 BY1391                         *CURRENT SURVEY CONTROL
 BY1391  ___________________________________________________________________
 BY1391* NAD 83(1986)-  31 08 03.     (N)    095 26 54.     (W)     SCALED    
 BY1391* NAVD 88     -        90.352  (meters)     296.43   (feet)  ADJUSTED  
 BY1391  ___________________________________________________________________
 BY1391  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1391  DYNAMIC HT  -          90.238 (meters)     296.06  (feet)  COMP
 BY1391  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 BY1391
 BY1391  VERT ORDER  -  FIRST     CLASS II
 BY1391
 BY1391.The horizontal coordinates were scaled from a topographic map and have
 BY1391.an estimated accuracy of +/- 6 seconds.
 BY1391
 BY1391.The orthometric height was determined by differential leveling
 BY1391.and adjusted by the National Geodetic Survey in June 1991..
 BY1391
 BY1391.The geoid height was determined by GEOID03.
 BY1391
 BY1391.The dynamic height is computed by dividing the NAVD 88
 BY1391.geopotential number by the normal gravity value computed on the
 BY1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1391.degrees latitude (g = 980.6199 gals.).
 BY1391
 BY1391.The modeled gravity was interpolated from observed gravity values.
 BY1391
 BY1391;                    North         East    Units  Estimated Accuracy
 BY1391;SPC TX C     - 3,172,910.    1,165,680.      MT  (+/- 180 meters Scaled)
 BY1391
 BY1391                          SUPERSEDED SURVEY CONTROL
 BY1391
 BY1391  NGVD 29 (??/??/92)   90.354  (m)          296.44   (f) ADJ UNCH    1 2
 BY1391
 BY1391.Superseded values are not recommended for survey control.
 BY1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1391.See file dsdata.txt to determine how the superseded data were derived.
 BY1391
 BY1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ665470(NAD 83)
 BY1391_MARKER: DB = BENCH MARK DISK
 BY1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1391_STAMPING: W 86 1932 296.463
 BY1391_PROJECTION: PROJECTING 12 CENTIMETERS
 BY1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1391+STABILITY: SURFACE MOTION
 BY1391
 BY1391  HISTORY     - Date     Condition        Report By
 BY1391  HISTORY     - 1932     MONUMENTED       CGS
 BY1391  HISTORY     - 1960     GOOD             NGS
 BY1391  HISTORY     - 1979     GOOD             NGS
 BY1391
 BY1391                          STATION DESCRIPTION
 BY1391
 BY1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1391'0.6 MI N FROM LOVELADY.
 BY1391'ABOUT 0.6 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1391'STATION AT LOVELADY, NORTHEAST AND ACROSS THE TRACK FROM THE SECOND
 BY1391'TELEPHONE POLE NORTHWEST OF MILEPOST 50/20, 156 FEET NORTHEAST OF THE
 BY1391'NORTHEAST RAIL, 70 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 BY1391'45, 0.1 MILE SOUTHEAST OF THE MAIN ENTRANCE TO A CEMETERY, 137 FEET
 BY1391'NORTHWEST OF THE CENTER LINE OF THE FIRST DRIVEWAY NORTHWEST OF THE
 BY1391'FAIRGROUNDS, 13 FEET NORTHEAST OF A FENCE, 14 FEET SOUTHWEST OF TWO
 BY1391'14-INCH OAK TREES, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A
 BY1391'CONCRETE POST PROJECTING 6 INCHES.
 BY1391
 BY1391                          STATION RECOVERY (1979)
 BY1391
 BY1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1391'0.9 KM. (0.55 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY1391'FARM ROADS 1280 AND 230 IN LOVELADY, AT THE SOUTHWEST EDGE OF THE LAWN
 BY1391'OF THE LOVELADY HIGH SCHOOL, 40.2 M. (132 FT.) NORTHWEST OF THE SOUTH
 BY1391'ENTRANCE OF THE SCHOOL, 21.2 M. (69.7 FT.) EAST OF THE CENTERLINE OF
 BY1391'THE HIGHWAY, 4.1 M. (13.4 FT.) EAST OF A CHAIN LINK FENCE, 4.3 M.
 BY1391'(14.0 FT.) SOUTHWEST OF TWO 60-CM. OAK TREES.  NOTE--OBSERVING UNIT
 BY1391'NOTED THAT THE MARK MAY HAVE BEEN DISTRUBED, CONCRETE CHIPPED.
 BY1391'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0458 ***********************************************************************
 AX0458  DESIGNATION -  W 860
 AX0458  PID         -  AX0458
 AX0458  STATE/COUNTY-  TX/COLORADO
 AX0458  USGS QUAD   -  GARWOOD (1981)
 AX0458
 AX0458                         *CURRENT SURVEY CONTROL
 AX0458  ___________________________________________________________________
 AX0458* NAD 83(1986)-  29 26 32.     (N)    096 25 58.     (W)     SCALED    
 AX0458* NAVD 88     -        49.40   (+/-2cm)     162.1    (feet)  VERTCON   
 AX0458  ___________________________________________________________________
 AX0458  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0458
 AX0458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0458
 AX0458.The horizontal coordinates were scaled from a topographic map and have
 AX0458.an estimated accuracy of +/- 6 seconds.
 AX0458
 AX0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0458.The vertical order pertains to the NGVD 29 superseded value.
 AX0458
 AX0458.The geoid height was determined by GEOID03.
 AX0458
 AX0458;                    North         East    Units  Estimated Accuracy
 AX0458;SPC TXSC     - 4,181,040.      849,020.      MT  (+/- 180 meters Scaled)
 AX0458
 AX0458                          SUPERSEDED SURVEY CONTROL
 AX0458
 AX0458  NGVD 29 (??/??/92)   49.391  (m)          162.04   (f) ADJ UNCH    2 0
 AX0458
 AX0458.Superseded values are not recommended for survey control.
 AX0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0458.See file dsdata.txt to determine how the superseded data were derived.
 AX0458
 AX0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT490597(NAD 83)
 AX0458_MARKER: DB = BENCH MARK DISK
 AX0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0458_STAMPING: W-860 1943
 AX0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0458+STABILITY: SURFACE MOTION
 AX0458
 AX0458  HISTORY     - Date     Condition        Report By
 AX0458  HISTORY     - 1943     MONUMENTED       CGS
 AX0458
 AX0458                          STATION DESCRIPTION
 AX0458
 AX0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0458'2.6 MI NW FROM GARWOOD.
 AX0458'0.6 MILE NORTH ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT GARWOOD,
 AX0458'THENCE 2.0 MILES NORTHWEST ALONG THE COUNTY ROAD, SET AT A T ROAD, IN
 AX0458'LINE WITH THE ROAD LEADING NORTHWEST, 23 FEET SOUTHEAST OF THE
 AX0458'CENTER-LINE OF THE MAIN ROAD, 6 FEET NORTHEAST OF THE NORTHEAST GATE
 AX0458'POST, 1.3 FEET NORTHWEST OF THE FENCE, 1.8 FEET SOUTHWEST OF THE
 AX0458'REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 AX0458'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0459 ***********************************************************************
 AX0459  DESIGNATION -  W 860 RESET 1952
 AX0459  PID         -  AX0459
 AX0459  STATE/COUNTY-  TX/COLORADO
 AX0459  USGS QUAD   -  GARWOOD (1981)
 AX0459
 AX0459                         *CURRENT SURVEY CONTROL
 AX0459  ___________________________________________________________________
 AX0459* NAD 83(1986)-  29 26 32.     (N)    096 25 58.     (W)     SCALED    
 AX0459* NAVD 88     -        49.50   (+/-2cm)     162.4    (feet)  VERTCON   
 AX0459  ___________________________________________________________________
 AX0459  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0459
 AX0459  VERT ORDER  -  THIRD (See Below)
 AX0459
 AX0459.The horizontal coordinates were scaled from a topographic map and have
 AX0459.an estimated accuracy of +/- 6 seconds.
 AX0459
 AX0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0459.The vertical order pertains to the NGVD 29 superseded value.
 AX0459
 AX0459.The geoid height was determined by GEOID03.
 AX0459
 AX0459;                    North         East    Units  Estimated Accuracy
 AX0459;SPC TXSC     - 4,181,040.      849,020.      MT  (+/- 180 meters Scaled)
 AX0459
 AX0459                          SUPERSEDED SURVEY CONTROL
 AX0459
 AX0459  NGVD 29 (??/??/??)   49.50   (m)          162.4    (f) RESET       3  
 AX0459
 AX0459.Superseded values are not recommended for survey control.
 AX0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0459.See file dsdata.txt to determine how the superseded data were derived.
 AX0459
 AX0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT490597(NAD 83)
 AX0459_MARKER: DB = BENCH MARK DISK
 AX0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0459_SP_SET: CULVERT
 AX0459_STAMPING: W 860 RESET 1952
 AX0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0459
 AX0459  HISTORY     - Date     Condition        Report By
 AX0459  HISTORY     - 1952     MONUMENTED       TXHD
 AX0459  HISTORY     - 1954     GOOD             NGS
 AX0459
 AX0459                          STATION DESCRIPTION
 AX0459
 AX0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0459'0.6 MI SW FROM GARWOOD.
 AX0459'0.6 MILE NORTH ALONG STATE HIGHWAY 71 FROM THE SCHOOL AT GARWOOD,
 AX0459'COLORADO COUNTY, THENCE 1.9 MILES SOUTHWEST ALONG FARM-TO-MARKET
 AX0459'HIGHWAY 1693.  153 FEET NORTHEAST OF THE T-JUNCTION OF A ROAD LEADING
 AX0459'NORTHWEST, AT A 24-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, AND
 AX0459'IN THE TOP OF THE SOUTH CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED
 AX0459'W 860 RESET 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0932 ***********************************************************************
 AN0932  DESIGNATION -  W 861
 AN0932  PID         -  AN0932
 AN0932  STATE/COUNTY-  TX/GOLIAD
 AN0932  USGS QUAD   -  HENSLEY LAKE (1987)
 AN0932
 AN0932                         *CURRENT SURVEY CONTROL
 AN0932  ___________________________________________________________________
 AN0932* NAD 83(1986)-  28 38 03.     (N)    097 22 12.     (W)     SCALED    
 AN0932* NAVD 88     -        49.26   (+/-2cm)     161.6    (feet)  VERTCON   
 AN0932  ___________________________________________________________________
 AN0932  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0932
 AN0932  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0932
 AN0932.The horizontal coordinates were scaled from a topographic map and have
 AN0932.an estimated accuracy of +/- 6 seconds.
 AN0932
 AN0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0932.The vertical order pertains to the NGVD 29 superseded value.
 AN0932
 AN0932.The geoid height was determined by GEOID03.
 AN0932
 AN0932;                    North         East    Units  Estimated Accuracy
 AN0932;SPC TXSC     - 4,089,870.      759,370.      MT  (+/- 180 meters Scaled)
 AN0932
 AN0932                          SUPERSEDED SURVEY CONTROL
 AN0932
 AN0932  NGVD 29 (??/??/92)   49.326  (m)          161.83   (f) ADJ UNCH    2 0
 AN0932
 AN0932.Superseded values are not recommended for survey control.
 AN0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0932.See file dsdata.txt to determine how the superseded data were derived.
 AN0932
 AN0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS593685(NAD 83)
 AN0932_MARKER: DB = BENCH MARK DISK
 AN0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0932_STAMPING: W 861 1943
 AN0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0932+STABILITY: SURFACE MOTION
 AN0932
 AN0932  HISTORY     - Date     Condition        Report By
 AN0932  HISTORY     - 1943     MONUMENTED       CGS
 AN0932  HISTORY     - 1969     GOOD             NGS
 AN0932  HISTORY     - 1990     GOOD             USPSQD
 AN0932
 AN0932                          STATION DESCRIPTION
 AN0932
 AN0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AN0932'3.5 MI SE FROM GOLIAD.
 AN0932'DUE TO ROAD IMPROVEMENTS A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--
 AN0932'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAYS 183 AND ALT. 77 FROM THE
 AN0932'JUNCTION OF U.S. HIGHWAYS 183, ALT. 77 AND 59 IN GOLIAD, THENCE 0.75
 AN0932'MILE EAST ALONG STATE HIGHWAY 239 TO SITE OF BENCH MARK, 85 FEET SOUTH
 AN0932'OF CENTER LINE OF HIGHWAY, 54.9 FEET NORTHWEST OF A GUYED POWER LINE
 AN0932'POLE WHERE THE POWER LINE MAKES A BEND TO NORTHEAST, 1 FOOT WEST OF A
 AN0932'METAL WITNESS POST AND AT HIGHWAY DEPARTMENT STATION 44 + 00. THE
 AN0932'BENCH MARK IS DIRECTLY UNDER THE POWER LINE.  A C AND GS BENCH MARK
 AN0932'DISK SET IN A 7-INCH SQUARE CONCRETE POST FLUSH WITH SURFACE OF
 AN0932'GROUND.
 AN0932
 AN0932                          STATION RECOVERY (1990)
 AN0932
 AN0932'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0909 ***********************************************************************
 AN0909  DESIGNATION -  W 862
 AN0909  PID         -  AN0909
 AN0909  STATE/COUNTY-  TX/REFUGIO
 AN0909  USGS QUAD   -  LOTT LAKE (1987)
 AN0909
 AN0909                         *CURRENT SURVEY CONTROL
 AN0909  ___________________________________________________________________
 AN0909* NAD 83(1986)-  28 32 54.     (N)    097 09 57.     (W)     SCALED    
 AN0909* NAVD 88     -        29.03   (+/-2cm)      95.2    (feet)  VERTCON   
 AN0909  ___________________________________________________________________
 AN0909  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0909
 AN0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0909
 AN0909.The horizontal coordinates were scaled from a topographic map and have
 AN0909.an estimated accuracy of +/- 6 seconds.
 AN0909
 AN0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0909.The vertical order pertains to the NGVD 29 superseded value.
 AN0909
 AN0909.The geoid height was determined by GEOID03.
 AN0909
 AN0909;                    North         East    Units  Estimated Accuracy
 AN0909;SPC TXSC     - 4,080,650.      779,480.      MT  (+/- 180 meters Scaled)
 AN0909
 AN0909                          SUPERSEDED SURVEY CONTROL
 AN0909
 AN0909  NGVD 29 (??/??/92)   29.160  (m)           95.67   (f) ADJ UNCH    2 0
 AN0909
 AN0909.Superseded values are not recommended for survey control.
 AN0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0909.See file dsdata.txt to determine how the superseded data were derived.
 AN0909
 AN0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS794593(NAD 83)
 AN0909_MARKER: DB = BENCH MARK DISK
 AN0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0909_STAMPING: W 862 1943
 AN0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0909+STABILITY: SURFACE MOTION
 AN0909
 AN0909  HISTORY     - Date     Condition        Report By
 AN0909  HISTORY     - 1943     MONUMENTED       CGS
 AN0909  HISTORY     - 1962     GOOD             USGS
 AN0909
 AN0909                          STATION DESCRIPTION
 AN0909
 AN0909'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AN0909'17.3 MI SE FROM GOLIAD.
 AN0909'GOLIAD, 2.5 MI. S. OF JCT. OF U. S. HWY. 59 AND 77A TO CROSSROAD.
 AN0909'THENCE 12.0 MI. SE ALONG COUNTY ROAD TO CROSSROAD.  THENCE 2.8 MI. SE
 AN0909'ALONG OLD COUNTY ROAD TO T RD. NE.  16 FT. N. AND 37 FT. E. OF T RD.
 AN0909'1.5 FT. NW OF A FENCE CORNER.  A STANDARD TABLET SET IN TOP OF
 AN0909'CONCRETE POST FLUSH WITH GROUND.  STAMPED W 862 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1505 ***********************************************************************
 AN1505  DESIGNATION -  W 863
 AN1505  PID         -  AN1505
 AN1505  STATE/COUNTY-  TX/BEE
 AN1505  USGS QUAD   -  SINTON WEST (1979)
 AN1505
 AN1505                         *CURRENT SURVEY CONTROL
 AN1505  ___________________________________________________________________
 AN1505* NAD 83(1986)-  28 07 16.     (N)    097 34 05.     (W)     SCALED    
 AN1505* NAVD 88     -        26.75   (+/-2cm)      87.8    (feet)  VERTCON   
 AN1505  ___________________________________________________________________
 AN1505  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1505
 AN1505  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1505
 AN1505.The horizontal coordinates were scaled from a topographic map and have
 AN1505.an estimated accuracy of +/- 6 seconds.
 AN1505
 AN1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1505.The vertical order pertains to the NGVD 29 superseded value.
 AN1505
 AN1505.The geoid height was determined by GEOID03.
 AN1505
 AN1505;                    North         East    Units  Estimated Accuracy
 AN1505;SPC TXSC     - 4,032,760.      740,700.      MT  (+/- 180 meters Scaled)
 AN1505
 AN1505                          SUPERSEDED SURVEY CONTROL
 AN1505
 AN1505  NGVD 29 (??/??/92)   26.88   (m)           88.2    (f) COMPUTED    1 2
 AN1505
 AN1505.Superseded values are not recommended for survey control.
 AN1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1505.See file dsdata.txt to determine how the superseded data were derived.
 AN1505
 AN1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS406114(NAD 83)
 AN1505_MARKER: DB = BENCH MARK DISK
 AN1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1505_STAMPING: W-863 1943
 AN1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1505+STABILITY: SURFACE MOTION
 AN1505
 AN1505  HISTORY     - Date     Condition        Report By
 AN1505  HISTORY     - 1943     MONUMENTED       CGS
 AN1505  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1505  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1505
 AN1505                          STATION DESCRIPTION
 AN1505
 AN1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1505'6.7 MI NW FROM SINTON.
 AN1505'6.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1505'STATION AT SINTON, ON THE SOUTHWEST SIDE OF THE TRACK FROM THE 4TH.
 AN1505'POLE NORTHWEST OF MILEPOST NO. 116, 45 FEET SOUTHWEST OF THE SOUTHWEST
 AN1505'RAIL OF THE TRACK, 33 FEET NORTHEAST OF THE CENTER-LINE OF U.S.
 AN1505'HIGHWAY NO. 181, 2.5 FEET NORTHWEST OF THE REFERENCE POST. BENCH MARK
 AN1505'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE
 AN1505'GROUND.
 AN1505
 AN1505                          STATION RECOVERY (1974)
 AN1505
 AN1505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1505'MARK NOT FOUND.
 AN1505
 AN1505                          STATION RECOVERY (1996)
 AN1505
 AN1505'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1447 ***********************************************************************
 AN1447  DESIGNATION -  W 864
 AN1447  PID         -  AN1447
 AN1447  STATE/COUNTY-  TX/REFUGIO
 AN1447  USGS QUAD   -  REFUGIO (1979)
 AN1447
 AN1447                         *CURRENT SURVEY CONTROL
 AN1447  ___________________________________________________________________
 AN1447* NAD 83(1986)-  28 16 59.     (N)    097 22 00.     (W)     SCALED    
 AN1447* NAVD 88     -        19.20   (+/-2cm)      63.0    (feet)  VERTCON   
 AN1447  ___________________________________________________________________
 AN1447  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1447
 AN1447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1447
 AN1447.The horizontal coordinates were scaled from a topographic map and have
 AN1447.an estimated accuracy of +/- 6 seconds.
 AN1447
 AN1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1447.The vertical order pertains to the NGVD 29 superseded value.
 AN1447
 AN1447.The geoid height was determined by GEOID03.
 AN1447
 AN1447;                    North         East    Units  Estimated Accuracy
 AN1447;SPC TXSC     - 4,050,960.      760,240.      MT  (+/- 180 meters Scaled)
 AN1447
 AN1447                          SUPERSEDED SURVEY CONTROL
 AN1447
 AN1447  NGVD 29 (??/??/92)   19.35   (m)           63.5    (f) COMPUTED    2 0
 AN1447
 AN1447.Superseded values are not recommended for survey control.
 AN1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1447.See file dsdata.txt to determine how the superseded data were derived.
 AN1447
 AN1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS601296(NAD 83)
 AN1447_MARKER: DB = BENCH MARK DISK
 AN1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1447_STAMPING: W 864 1943
 AN1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1447+STABILITY: SURFACE MOTION
 AN1447
 AN1447  HISTORY     - Date     Condition        Report By
 AN1447  HISTORY     - 1943     MONUMENTED       CGS
 AN1447  HISTORY     - 19990724 GOOD             USPSQD
 AN1447
 AN1447                          STATION DESCRIPTION
 AN1447
 AN1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1447'3.7 MI NW FROM WOODSBORO.
 AN1447'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE MISSOURI PACIFIC
 AN1447'RAILROAD STATION AT WOODSBORO, REFUGIO COUNTY, THENCE 3.4 MILES
 AN1447'NORTHWEST ALONG A COUNTY ROAD.  53 FEET SOUTHWEST OF THE CENTERLINE OF
 AN1447'THE ROAD, 1 FOOT SOUTHWEST OF A FENCE, AND 1.6 FEET NORTHWEST OF A
 AN1447'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED W 864 1943 AND
 AN1447'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1447
 AN1447                          STATION RECOVERY (1999)
 AN1447
 AN1447'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4752 ***********************************************************************
 AW4752  DESIGNATION -  W 865
 AW4752  PID         -  AW4752
 AW4752  STATE/COUNTY-  TX/FORT BEND
 AW4752  USGS QUAD   -  SUGAR LAND (1995)
 AW4752
 AW4752                         *CURRENT SURVEY CONTROL
 AW4752  ___________________________________________________________________
 AW4752* NAD 83(1986)-  29 32 14.     (N)    095 42 04.     (W)     SCALED    
 AW4752* NAVD 88     -        24.89   (+/-2cm)      81.7    (feet)  VERTCON   
 AW4752  ___________________________________________________________________
 AW4752  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW4752
 AW4752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4752
 AW4752.The horizontal coordinates were scaled from a topographic map and have
 AW4752.an estimated accuracy of +/- 6 seconds.
 AW4752
 AW4752.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4752.The vertical order pertains to the NGVD 29 superseded value.
 AW4752
 AW4752.The geoid height was determined by GEOID03.
 AW4752
 AW4752;                    North         East    Units  Estimated Accuracy
 AW4752;SPC TXSC     - 4,193,350.      919,680.      MT  (+/- 180 meters Scaled)
 AW4752
 AW4752                          SUPERSEDED SURVEY CONTROL
 AW4752
 AW4752  NGVD 29 (??/??/92)   24.891  (m)           81.66   (f) ADJ UNCH    2 0
 AW4752
 AW4752.Superseded values are not recommended for survey control.
 AW4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4752.See file dsdata.txt to determine how the superseded data were derived.
 AW4752
 AW4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN382705(NAD 83)
 AW4752_MARKER: DB = BENCH MARK DISK
 AW4752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4752_SP_SET: BRIDGE
 AW4752_STAMPING: W 865 1943
 AW4752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4752+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 AW4752
 AW4752  HISTORY     - Date     Condition        Report By
 AW4752  HISTORY     - 1943     MONUMENTED       CGS
 AW4752  HISTORY     - 19931204 GOOD             USPSQD
 AW4752  HISTORY     - 19981121 GOOD             USPSQD
 AW4752  HISTORY     - 20020702 GOOD             LOCSUR
 AW4752  HISTORY     - 20040429 GOOD             LJA
 AW4752
 AW4752                          STATION DESCRIPTION
 AW4752
 AW4752'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4752'0.6 MI E FROM CRABB.
 AW4752'0.6 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4752'STATION AT CRABB, FORT BEND COUNTY, NEAR MILE POLE 58, OPPOSITE
 AW4752'RAILROAD BRIDGE 58 A, AT A CONCRETE BRIDGE ON A PAVED ROAD PARALLELING
 AW4752'THE TRACK, IN THE TOP OF THE SOUTH WALL, 2.2 FEET WEST OF THE EAST
 AW4752'END, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET HIGHER THAN
 AW4752'THE ROAD.
 AW4752
 AW4752                          STATION RECOVERY (1993)
 AW4752
 AW4752'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4752'RECOVERED IN GOOD CONDITION.
 AW4752
 AW4752                          STATION RECOVERY (1998)
 AW4752
 AW4752'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4752'RECOVERED IN GOOD CONDITION.
 AW4752
 AW4752                          STATION RECOVERY (2002)
 AW4752
 AW4752'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (JMD)
 AW4752'RECOVERED IN GOOD CONDITION.
 AW4752
 AW4752                          STATION RECOVERY (2004)
 AW4752
 AW4752'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AW4752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1717 ***********************************************************************
 AX1717  DESIGNATION -  W 866
 AX1717  PID         -  AX1717
 AX1717  STATE/COUNTY-  TX/DE WITT
 AX1717  USGS QUAD   -  TERRYVILLE (1987)
 AX1717
 AX1717                         *CURRENT SURVEY CONTROL
 AX1717  ___________________________________________________________________
 AX1717* NAD 83(1986)-  29 10 22.     (N)    097 06 09.     (W)     SCALED    
 AX1717* NAVD 88     -        70.31   (+/-2cm)     230.7    (feet)  VERTCON   
 AX1717  ___________________________________________________________________
 AX1717  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX1717
 AX1717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1717
 AX1717.The horizontal coordinates were scaled from a topographic map and have
 AX1717.an estimated accuracy of +/- 6 seconds.
 AX1717
 AX1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1717.The vertical order pertains to the NGVD 29 superseded value.
 AX1717
 AX1717.The geoid height was determined by GEOID03.
 AX1717
 AX1717;                    North         East    Units  Estimated Accuracy
 AX1717;SPC TXSC     - 4,149,940.      784,550.      MT  (+/- 180 meters Scaled)
 AX1717
 AX1717                          SUPERSEDED SURVEY CONTROL
 AX1717
 AX1717  NGVD 29 (??/??/92)   70.323  (m)          230.72   (f) ADJ UNCH    2 0
 AX1717
 AX1717.Superseded values are not recommended for survey control.
 AX1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1717.See file dsdata.txt to determine how the superseded data were derived.
 AX1717
 AX1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT845286(NAD 83)
 AX1717_MARKER: DB = BENCH MARK DISK
 AX1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1717_STAMPING: W 866 1943
 AX1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1717+STABILITY: SURFACE MOTION
 AX1717
 AX1717  HISTORY     - Date     Condition        Report By
 AX1717  HISTORY     - 1943     MONUMENTED       CGS
 AX1717  HISTORY     - 1961     GOOD             NGS
 AX1717
 AX1717                          STATION DESCRIPTION
 AX1717
 AX1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1717'8.15 MI SW FROM HOPE.
 AX1717'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 8.15 MILES WESTERLY
 AX1717'ALONG THE HOPE-STRATTON ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1717'ABOUT 0.05 MILE NORTHEAST OF A FARM HOUSE, AND 28.0 FEET SOUTHEAST OF
 AX1717'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD. IT IS 16.0
 AX1717'FEET NORTHEAST OF THE CENTERLINE OF A TRACK ROAD LEADING SOUTHEAST,
 AX1717'6.2 FEET NORTHEAST OF A FENCE CORNER, 3.7 FEET SOUTHEAST OF THE RIGHT
 AX1717'-OF-WAY FENCE, AND 3.2 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.
 AX1717'MONUMENT PROJECTS 0.4 FOOT.
 AX1717
 AX1717                          STATION RECOVERY (1961)
 AX1717
 AX1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AX1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0835 ***********************************************************************
 AX0835  DESIGNATION -  W 867
 AX0835  PID         -  AX0835
 AX0835  STATE/COUNTY-  TX/LAVACA
 AX0835  USGS QUAD   -  HOPE (1981)
 AX0835
 AX0835                         *CURRENT SURVEY CONTROL
 AX0835  ___________________________________________________________________
 AX0835* NAD 83(1986)-  29 12 21.     (N)    096 59 27.     (W)     SCALED    
 AX0835* NAVD 88     -        56.26   (+/-2cm)     184.6    (feet)  VERTCON   
 AX0835  ___________________________________________________________________
 AX0835  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0835
 AX0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0835
 AX0835.The horizontal coordinates were scaled from a topographic map and have
 AX0835.an estimated accuracy of +/- 6 seconds.
 AX0835
 AX0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0835.The vertical order pertains to the NGVD 29 superseded value.
 AX0835
 AX0835.The geoid height was determined by GEOID03.
 AX0835
 AX0835;                    North         East    Units  Estimated Accuracy
 AX0835;SPC TXSC     - 4,153,790.      795,350.      MT  (+/- 180 meters Scaled)
 AX0835
 AX0835                          SUPERSEDED SURVEY CONTROL
 AX0835
 AX0835  NGVD 29 (??/??/92)   56.272  (m)          184.62   (f) ADJ UNCH    2 0
 AX0835
 AX0835.Superseded values are not recommended for survey control.
 AX0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0835.See file dsdata.txt to determine how the superseded data were derived.
 AX0835
 AX0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT953324(NAD 83)
 AX0835_MARKER: DB = BENCH MARK DISK
 AX0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0835_STAMPING: W 867 1943
 AX0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0835+STABILITY: SURFACE MOTION
 AX0835
 AX0835  HISTORY     - Date     Condition        Report By
 AX0835  HISTORY     - 1943     MONUMENTED       CGS
 AX0835  HISTORY     - 1966     GOOD             USGS
 AX0835
 AX0835                          STATION DESCRIPTION
 AX0835
 AX0835'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0835'0.9 MI SW FROM HOPE.
 AX0835'0.9 MI. SW ALONG ROADS FROM BAPTIST CHURCH AT HOPE, LAVACA COUNTY, TO
 AX0835'STATE HWY. 111.  THENCE 0.7 MI. SE ALONG STATE HWY. 111 TO A FENCE
 AX0835'LINE NE.  THENCE 0.35 MI. NE ALONG FENCE,  21 FEET EAST OF THE
 AX0835'CENTERLINE OF AN ABANDONED ROAD, 7 FEET SOUTH OF A FENCE CORNER, 2.3
 AX0835'FEET EAST OF OLD RIGHT-OF-WAY FENCE.  3 FEET NORTH OF A WHITE WOODEN
 AX0835'WITNESS POST AND LEVEL WITH ABANDONED ROAD BED.  A STANDARD DISK,
 AX0835'STAMPED W 867 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX0835'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0774 ***********************************************************************
 AX0774  DESIGNATION -  W 868
 AX0774  PID         -  AX0774
 AX0774  STATE/COUNTY-  TX/LAVACA
 AX0774  USGS QUAD   -  MORALES (1981)
 AX0774
 AX0774                         *CURRENT SURVEY CONTROL
 AX0774  ___________________________________________________________________
 AX0774* NAD 83(1986)-  29 13 51.     (N)    096 50 50.     (W)     SCALED    
 AX0774* NAVD 88     -        45.80   (+/-2cm)     150.3    (feet)  VERTCON   
 AX0774  ___________________________________________________________________
 AX0774  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0774
 AX0774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0774
 AX0774.The horizontal coordinates were scaled from a topographic map and have
 AX0774.an estimated accuracy of +/- 6 seconds.
 AX0774
 AX0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0774.The vertical order pertains to the NGVD 29 superseded value.
 AX0774
 AX0774.The geoid height was determined by GEOID03.
 AX0774
 AX0774;                    North         East    Units  Estimated Accuracy
 AX0774;SPC TXSC     - 4,156,810.      809,260.      MT  (+/- 180 meters Scaled)
 AX0774
 AX0774                          SUPERSEDED SURVEY CONTROL
 AX0774
 AX0774  NGVD 29 (??/??/92)   45.818  (m)          150.32   (f) ADJ UNCH    2 0
 AX0774
 AX0774.Superseded values are not recommended for survey control.
 AX0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0774.See file dsdata.txt to determine how the superseded data were derived.
 AX0774
 AX0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT092354(NAD 83)
 AX0774_MARKER: DB = BENCH MARK DISK
 AX0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0774_STAMPING: W 868 1943
 AX0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0774+STABILITY: SURFACE MOTION
 AX0774
 AX0774  HISTORY     - Date     Condition        Report By
 AX0774  HISTORY     - 1943     MONUMENTED       CGS
 AX0774
 AX0774                          STATION DESCRIPTION
 AX0774
 AX0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0774'5.15 MI SE FROM EZZELL.
 AX0774'TO REACH FROM THE SCHOOL AT EZZELL-- PROCEED 5.15 MILES SOUTHEASTERLY
 AX0774'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AX0774'SOUTHEAST OF A FENCE LINE LEADING NORTHEAST AND A WIRE GATE AND A
 AX0774'WAGON TRAIL LEADING SOUTHWEST.  IT IS 34.0 FEET WEST OF A 22-INCH OAK
 AX0774'TREE, 24.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0774'CENTERLINE OF ROAD, 19.0 FEET SOUTH OF THE NEAREST OF TWO 8-INCH OAK
 AX0774'TREES, 1.2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET
 AX0774'NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AX0774'FOOT.  STAMPED W 868 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0873 ***********************************************************************
 AX0873  DESIGNATION -  W 869
 AX0873  PID         -  AX0873
 AX0873  STATE/COUNTY-  TX/JACKSON
 AX0873  USGS QUAD   -  PECK BRANCH (1981)
 AX0873
 AX0873                         *CURRENT SURVEY CONTROL
 AX0873  ___________________________________________________________________
 AX0873* NAD 83(1986)-  29 03 29.     (N)    096 55 00.     (W)     SCALED    
 AX0873* NAVD 88     -        39.83   (+/-2cm)     130.7    (feet)  VERTCON   
 AX0873  ___________________________________________________________________
 AX0873  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0873
 AX0873  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0873
 AX0873.The horizontal coordinates were scaled from a topographic map and have
 AX0873.an estimated accuracy of +/- 6 seconds.
 AX0873
 AX0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0873.The vertical order pertains to the NGVD 29 superseded value.
 AX0873
 AX0873.The geoid height was determined by GEOID03.
 AX0873
 AX0873;                    North         East    Units  Estimated Accuracy
 AX0873;SPC TXSC     - 4,137,540.      802,850.      MT  (+/- 180 meters Scaled)
 AX0873
 AX0873                          SUPERSEDED SURVEY CONTROL
 AX0873
 AX0873  NGVD 29 (??/??/92)   39.868  (m)          130.80   (f) ADJ UNCH    2 0
 AX0873
 AX0873.Superseded values are not recommended for survey control.
 AX0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0873.See file dsdata.txt to determine how the superseded data were derived.
 AX0873
 AX0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT028162(NAD 83)
 AX0873_MARKER: DB = BENCH MARK DISK
 AX0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0873_STAMPING: W 869 1943
 AX0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0873+STABILITY: SURFACE MOTION
 AX0873
 AX0873  HISTORY     - Date     Condition        Report By
 AX0873  HISTORY     - 1943     MONUMENTED       CGS
 AX0873
 AX0873                          STATION DESCRIPTION
 AX0873
 AX0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0873'14.4 MI S FROM HOPE.
 AX0873'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 10.35 MILES
 AX0873'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO A SIDE ROAD INTERSECTION
 AX0873'LEADING SOUTHEAST, THENCE 4.05 MILES SOUTHEASTERLY TO SITE OF BENCH
 AX0873'MARK.  BENCH MARK IS ABOUT 0.35 MILE NORTHWEST OF A RANCH ROAD LEADING
 AX0873'NORTH TO A WINDMILL, AND A FENCE LEADING NORTHEAST.  IT IS 20.0 FEET
 AX0873'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD
 AX0873'AND A WOODEN GATE, 5.5 FEET NORTHWEST OF A FENCE CORNER, 1.2 FEET
 AX0873'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTHWEST OF A
 AX0873'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0826 ***********************************************************************
 BL0826  DESIGNATION -  W 87
 BL0826  PID         -  BL0826
 BL0826  STATE/COUNTY-  TX/WALKER
 BL0826  USGS QUAD   -  PHELPS (1976)
 BL0826
 BL0826                         *CURRENT SURVEY CONTROL
 BL0826  ___________________________________________________________________
 BL0826* NAD 83(1986)-  30 38 23.     (N)    095 28 11.     (W)     SCALED    
 BL0826* NAVD 88     -       103.87   (+/-2cm)     340.8    (feet)  VERTCON   
 BL0826  ___________________________________________________________________
 BL0826  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL0826
 BL0826  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0826
 BL0826.The horizontal coordinates were scaled from a topographic map and have
 BL0826.an estimated accuracy of +/- 6 seconds.
 BL0826
 BL0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0826.The vertical order pertains to the NGVD 29 superseded value.
 BL0826
 BL0826.The geoid height was determined by GEOID03.
 BL0826
 BL0826;                    North         East    Units  Estimated Accuracy
 BL0826;SPC TX C     - 3,118,060.    1,166,040.      MT  (+/- 180 meters Scaled)
 BL0826
 BL0826                          SUPERSEDED SURVEY CONTROL
 BL0826
 BL0826  NGVD 29 (??/??/92)  103.881  (m)          340.82   (f) ADJ UNCH    1 1
 BL0826
 BL0826.Superseded values are not recommended for survey control.
 BL0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0826.See file dsdata.txt to determine how the superseded data were derived.
 BL0826
 BL0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP633922(NAD 83)
 BL0826_MARKER: DB = BENCH MARK DISK
 BL0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0826_STAMPING: W 87 1932
 BL0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0826+STABILITY: SURFACE MOTION
 BL0826
 BL0826  HISTORY     - Date     Condition        Report By
 BL0826  HISTORY     - 1932     MONUMENTED       CGS
 BL0826  HISTORY     - 1973     GOOD             NGS
 BL0826  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0826
 BL0826                          STATION DESCRIPTION
 BL0826
 BL0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0826'4.4 MI S FROM PHELPS.
 BL0826'ABOUT 4.4 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0826'CROSSING OF SPUR 2296, ABOUT 87.8 FEET SOUTHEAST OF THE CENTER LINE OF
 BL0826'FARM ROAD 2296, 45.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 11.4 FEET
 BL0826'NORTHWEST OF A TELEPHONE POLE, 1.6 FEET SOUTHEAST OF A METAL WITNESS
 BL0826'POST, 2 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A
 BL0826'CONCRETE POST PROJECTING 0.3 FOOT.
 BL0826
 BL0826                          STATION RECOVERY (1978)
 BL0826
 BL0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0826'NOT RECOVERED, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0785 ***********************************************************************
 AB0785  DESIGNATION -  W 871
 AB0785  PID         -  AB0785
 AB0785  STATE/COUNTY-  TX/HIDALGO
 AB0785  USGS QUAD   -  MERCEDES (1983)
 AB0785
 AB0785                         *CURRENT SURVEY CONTROL
 AB0785  ___________________________________________________________________
 AB0785* NAD 83(1986)-  26 09 00.     (N)    097 54 35.     (W)     SCALED    
 AB0785* NAVD 88     -        22.975  (meters)      75.38   (feet)  ADJUSTED  
 AB0785  ___________________________________________________________________
 AB0785  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AB0785  DYNAMIC HT  -          22.938 (meters)      75.26  (feet)  COMP
 AB0785  MODELED GRAV-     979,015.4   (mgal)                       NAVD 88
 AB0785
 AB0785  VERT ORDER  -  FIRST     CLASS II
 AB0785
 AB0785.The horizontal coordinates were scaled from a topographic map and have
 AB0785.an estimated accuracy of +/- 6 seconds.
 AB0785
 AB0785.The orthometric height was determined by differential leveling
 AB0785.and adjusted by the National Geodetic Survey in June 1991..
 AB0785
 AB0785.The geoid height was determined by GEOID03.
 AB0785
 AB0785.The dynamic height is computed by dividing the NAVD 88
 AB0785.geopotential number by the normal gravity value computed on the
 AB0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0785.degrees latitude (g = 980.6199 gals.).
 AB0785
 AB0785.The modeled gravity was interpolated from observed gravity values.
 AB0785
 AB0785;                    North         East    Units  Estimated Accuracy
 AB0785;SPC TX S     - 5,053,690.      359,020.      MT  (+/- 180 meters Scaled)
 AB0785
 AB0785                          SUPERSEDED SURVEY CONTROL
 AB0785
 AB0785.No superseded survey control is available for this station.
 AB0785
 AB0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP089927(NAD 83)
 AB0785_MARKER: DB = BENCH MARK DISK
 AB0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0785_SP_SET: ABUTMENT
 AB0785_STAMPING: W 871 1943
 AB0785_MARK LOGO: CGS   
 AB0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0785+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 AB0785
 AB0785  HISTORY     - Date     Condition        Report By
 AB0785  HISTORY     - 1943     MONUMENTED       CGS
 AB0785  HISTORY     - 1981     GOOD             NGS
 AB0785  HISTORY     - 1988     GOOD             USPSQD
 AB0785  HISTORY     - 20040209 GOOD             GEOCAC
 AB0785
 AB0785                          STATION DESCRIPTION
 AB0785
 AB0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0785'0.3 MI E FROM MERCEDES.
 AB0785'BENCH MARK IS AT THE EAST EDGE OF THE TOWN OF MERCEDES, ABOUT 0.3 MILE
 AB0785'EAST OF THE MISSOURI PACIFIC RAILROAD STATION, AND ABOUT 200.0 FEET
 AB0785'SOUTH OF THE TRACKS.  IT IS 27.0 FEET NORTH OF THE CENTERLINE OF U. S.
 AB0785'HIGHWAY NO. 83, SET HORIZONTALLY IN THE WEST ABUTMENT OF HIGHWAY
 AB0785'BRIDGE OVER AN IRRIGATION CANAL.
 AB0785
 AB0785                          STATION RECOVERY (1981)
 AB0785
 AB0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0785'0.4 KM (0.25 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB0785'OF FARM ROAD 491 NORTH AT MERCEDES, IN THE TOP OF THE NORTH END OF THE
 AB0785'WEST ABUTMENT OF A CONCRETE BRIDGE OVER AN IRRIGATION CANAL,
 AB0785'8.2 METERS (27.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 AB0785
 AB0785                          STATION RECOVERY (1988)
 AB0785
 AB0785'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0785'RECOVERED IN GOOD CONDITION.
 AB0785
 AB0785                          STATION RECOVERY (2004)
 AB0785
 AB0785'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0785'GOOD CONDTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0387 ***********************************************************************
 AE0387  DESIGNATION -  W 872
 AE0387  PID         -  AE0387
 AE0387  STATE/COUNTY-  TX/HIDALGO
 AE0387  USGS QUAD   -  LA JOYA (1982)
 AE0387
 AE0387                         *CURRENT SURVEY CONTROL
 AE0387  ___________________________________________________________________
 AE0387* NAD 83(1986)-  26 13 29.     (N)    098 24 36.     (W)     SCALED    
 AE0387* NAVD 88     -        38.665  (meters)     126.85   (feet)  POSTED    
 AE0387  ___________________________________________________________________
 AE0387  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0387  DYNAMIC HT  -          38.600 (meters)     126.64  (feet)  COMP
 AE0387  MODELED GRAV-     978,991.5   (mgal)                       NAVD 88
 AE0387
 AE0387  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AE0387
 AE0387.The horizontal coordinates were scaled from a topographic map and have
 AE0387.an estimated accuracy of +/- 6 seconds.
 AE0387
 AE0387.The orthometric height was determined by differential leveling
 AE0387.and adjusted by the National Geodetic Survey in 1992..
 AE0387.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AE0387.rate of 4.1 thru 8.0 mm/km.
 AE0387
 AE0387.The geoid height was determined by GEOID03.
 AE0387
 AE0387.The dynamic height is computed by dividing the NAVD 88
 AE0387.geopotential number by the normal gravity value computed on the
 AE0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0387.degrees latitude (g = 980.6199 gals.).
 AE0387
 AE0387.The modeled gravity was interpolated from observed gravity values.
 AE0387
 AE0387;                    North         East    Units  Estimated Accuracy
 AE0387;SPC TX S     - 5,061,830.      308,990.      MT  (+/- 180 meters Scaled)
 AE0387
 AE0387                          SUPERSEDED SURVEY CONTROL
 AE0387
 AE0387  NGVD 29 (??/??/92)   38.760  (m)          127.17   (f) ADJ UNCH    1 2
 AE0387
 AE0387.Superseded values are not recommended for survey control.
 AE0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0387.See file dsdata.txt to determine how the superseded data were derived.
 AE0387
 AE0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ589007(NAD 83)
 AE0387_MARKER: DB = BENCH MARK DISK
 AE0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0387_SP_SET: CULVERT
 AE0387_STAMPING: W 872 1943
 AE0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0387
 AE0387  HISTORY     - Date     Condition        Report By
 AE0387  HISTORY     - 1943     MONUMENTED       CGS
 AE0387  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0387  HISTORY     - 1987     GOOD             USPSQD
 AE0387
 AE0387                          STATION DESCRIPTION
 AE0387
 AE0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0387'5.4 MI W FROM MISSION.
 AE0387'BENCH MARK IS ABOUT 5.4 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AE0387'RAILROAD FROM THE STATION AT MISSION, ABOUT 0.25 MILE WEST OF MILE
 AE0387'POLE NO. A-45, AND ABOUT 400.0 FEET WEST OF A DIRT ROAD GRADE
 AE0387'CROSSING.  IT IS 17.0 FEET NORTH OF AND ABOUT 4.5 FEET BELOW THE
 AE0387'CENTERLINE OF THE TRACKS, AND IS SET HORIZONTALLY IN THE EAST END OF
 AE0387'THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD.
 AE0387
 AE0387                          STATION RECOVERY (1981)
 AE0387
 AE0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0387'MARK NOT RECOVERED.
 AE0387
 AE0387                          STATION RECOVERY (1987)
 AE0387
 AE0387'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0604 ***********************************************************************
 AE0604  DESIGNATION -  W 873
 AE0604  PID         -  AE0604
 AE0604  STATE/COUNTY-  TX/STARR
 AE0604  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0604
 AE0604                         *CURRENT SURVEY CONTROL
 AE0604  ___________________________________________________________________
 AE0604* NAD 83(1986)-  26 22 38.     (N)    098 48 17.     (W)     SCALED    
 AE0604* NAVD 88     -        50.462  (meters)     165.56   (feet)  ADJUSTED  
 AE0604  ___________________________________________________________________
 AE0604  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AE0604  DYNAMIC HT  -          50.379 (meters)     165.29  (feet)  COMP
 AE0604  MODELED GRAV-     978,998.8   (mgal)                       NAVD 88
 AE0604
 AE0604  VERT ORDER  -  FIRST     CLASS II
 AE0604
 AE0604.The horizontal coordinates were scaled from a topographic map and have
 AE0604.an estimated accuracy of +/- 6 seconds.
 AE0604
 AE0604.The orthometric height was determined by differential leveling
 AE0604.and adjusted by the National Geodetic Survey in June 1991..
 AE0604
 AE0604.The geoid height was determined by GEOID03.
 AE0604
 AE0604.The dynamic height is computed by dividing the NAVD 88
 AE0604.geopotential number by the normal gravity value computed on the
 AE0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0604.degrees latitude (g = 980.6199 gals.).
 AE0604
 AE0604.The modeled gravity was interpolated from observed gravity values.
 AE0604
 AE0604;                    North         East    Units  Estimated Accuracy
 AE0604;SPC TX S     - 5,078,760.      269,590.      MT  (+/- 180 meters Scaled)
 AE0604
 AE0604                          SUPERSEDED SURVEY CONTROL
 AE0604
 AE0604  NGVD 29 (??/??/92)   50.515  (m)          165.73   (f) ADJ UNCH    1 2
 AE0604
 AE0604.Superseded values are not recommended for survey control.
 AE0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0604.See file dsdata.txt to determine how the superseded data were derived.
 AE0604
 AE0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ194174(NAD 83)
 AE0604_MARKER: DB = BENCH MARK DISK
 AE0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0604_SP_SET: CULVERT
 AE0604_STAMPING: W 873 1934
 AE0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0604
 AE0604  HISTORY     - Date     Condition        Report By
 AE0604  HISTORY     - 1934     MONUMENTED       CGS
 AE0604  HISTORY     - 1956     GOOD             NGS
 AE0604
 AE0604                          STATION DESCRIPTION
 AE0604
 AE0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0604'0.7 MI E FROM RIO GRANDE CITY.
 AE0604'0.7 MILE EAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0604'CITY, 0.3 MILE EAST OF THE ENTRANCE TO FORT RINGOLD, 158 FEET
 AE0604'NORTHEAST OF THE NORTHEAST CORNER OF AN OLD STABLE, 55 FEET SOUTHWEST
 AE0604'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTHWEST OF THE NORTHWEST
 AE0604'END OF A STEEL GATE, 4.3 FEET SOUTHWEST OF A FENCE, 5.4 FEET SOUTHWEST
 AE0604'OF A WITNESS POST, SET IN THE TOP OF THE NORTHWEST END OF THE
 AE0604'NORTHEAST HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1125 ***********************************************************************
 AN1125  DESIGNATION -  W 874
 AN1125  PID         -  AN1125
 AN1125  STATE/COUNTY-  TX/GOLIAD
 AN1125  USGS QUAD   -  WEESATCHE (1987)
 AN1125
 AN1125                         *CURRENT SURVEY CONTROL
 AN1125  ___________________________________________________________________
 AN1125* NAD 83(1986)-  28 51 08.     (N)    097 27 00.     (W)     SCALED    
 AN1125* NAVD 88     -        75.36   (+/-2cm)     247.2    (feet)  VERTCON   
 AN1125  ___________________________________________________________________
 AN1125  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN1125
 AN1125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1125
 AN1125.The horizontal coordinates were scaled from a topographic map and have
 AN1125.an estimated accuracy of +/- 6 seconds.
 AN1125
 AN1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1125.The vertical order pertains to the NGVD 29 superseded value.
 AN1125
 AN1125.The geoid height was determined by GEOID03.
 AN1125
 AN1125;                    North         East    Units  Estimated Accuracy
 AN1125;SPC TXSC     - 4,113,920.      751,230.      MT  (+/- 180 meters Scaled)
 AN1125
 AN1125                          SUPERSEDED SURVEY CONTROL
 AN1125
 AN1125  NGVD 29 (??/??/92)   75.380  (m)          247.31   (f) ADJ UNCH    2 0
 AN1125
 AN1125.Superseded values are not recommended for survey control.
 AN1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1125.See file dsdata.txt to determine how the superseded data were derived.
 AN1125
 AN1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS511926(NAD 83)
 AN1125_MARKER: DB = BENCH MARK DISK
 AN1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1125_SP_SET: CULVERT
 AN1125_STAMPING: W 874 1943
 AN1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1125
 AN1125  HISTORY     - Date     Condition        Report By
 AN1125  HISTORY     - 1943     MONUMENTED       CGS
 AN1125
 AN1125                          STATION DESCRIPTION
 AN1125
 AN1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1125'0.5 MI NW FROM WEESATCHE.
 AN1125'TO REACH FROM THE MAIN ROAD INTERSECTION AT WEESATCHE-- PROCEED 0.4
 AN1125'MILE NORTHWESTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK.
 AN1125'BENCH MARK IS 15.0 FEET SOUTHWEST OF AND ABOUT 0.5 FOOT ABOVE THE
 AN1125'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE SOUTHEAST END OF
 AN1125'THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1459 ***********************************************************************
 AN1459  DESIGNATION -  W 876
 AN1459  PID         -  AN1459
 AN1459  STATE/COUNTY-  TX/BEE
 AN1459  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1459
 AN1459                         *CURRENT SURVEY CONTROL
 AN1459  ___________________________________________________________________
 AN1459* NAD 83(1986)-  28 28 27.     (N)    097 46 35.     (W)     SCALED    
 AN1459* NAVD 88     -        90.912  (meters)     298.27   (feet)  ADJUSTED  
 AN1459  ___________________________________________________________________
 AN1459  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN1459  DYNAMIC HT  -          90.777 (meters)     297.82  (feet)  COMP
 AN1459  MODELED GRAV-     979,157.9   (mgal)                       NAVD 88
 AN1459
 AN1459  VERT ORDER  -  FIRST     CLASS II
 AN1459
 AN1459.The horizontal coordinates were scaled from a topographic map and have
 AN1459.an estimated accuracy of +/- 6 seconds.
 AN1459
 AN1459.The orthometric height was determined by differential leveling
 AN1459.and adjusted by the National Geodetic Survey in June 1991..
 AN1459.WARNING-Repeat measurements at this control monument indicate possible
 AN1459.vertical movement.
 AN1459
 AN1459.The geoid height was determined by GEOID03.
 AN1459
 AN1459.The dynamic height is computed by dividing the NAVD 88
 AN1459.geopotential number by the normal gravity value computed on the
 AN1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1459.degrees latitude (g = 980.6199 gals.).
 AN1459
 AN1459.The modeled gravity was interpolated from observed gravity values.
 AN1459
 AN1459;                    North         East    Units  Estimated Accuracy
 AN1459;SPC TXSC     - 4,071,650.      719,820.      MT  (+/- 180 meters Scaled)
 AN1459
 AN1459                          SUPERSEDED SURVEY CONTROL
 AN1459
 AN1459.No superseded survey control is available for this station.
 AN1459
 AN1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS197503(NAD 83)
 AN1459_MARKER: DB = BENCH MARK DISK
 AN1459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1459_SP_SET: CULVERT
 AN1459_STAMPING: W 876 1943
 AN1459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1459
 AN1459  HISTORY     - Date     Condition        Report By
 AN1459  HISTORY     - 1943     MONUMENTED       CGS
 AN1459  HISTORY     - 1963     GOOD             NGS
 AN1459  HISTORY     - 1981     GOOD             NGS
 AN1459  HISTORY     - 1987     GOOD             USPSQD
 AN1459  HISTORY     - 19960727 GOOD             USPSQD
 AN1459
 AN1459                          STATION DESCRIPTION
 AN1459
 AN1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AN1459'5.4 MI N FROM BEEVILLE.
 AN1459'ABOUT 4.2 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AN1459'THE STATION AT NORMANNA, BEE COUNTY, ABOUT 5.4 MILES NORTH OF THE
 AN1459'STATION AT BEEVILLE, ABOUT 10 POLES NORTH OF MILEPOST 88, 65.3 FEET
 AN1459'EAST OF THE CENTER LINE OF THE TRACK, AT A 2-BY-5-FOOT CONCRETE BOX
 AN1459'CULVERT UNDER U.S. HIGHWAY 181, IN THE TOP OF THE SOUTH END OF THE
 AN1459'WEST HEAD WALL, 20.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 AN1459'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED W 876 1943.
 AN1459'NOTE-- THE RAILROAD STATION AT NORMAN, BEE COUNTY, HAS BEEN TORE DOWN.
 AN1459
 AN1459                          STATION RECOVERY (1981)
 AN1459
 AN1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1459'RECOVERED IN GOOD CONDITION.
 AN1459
 AN1459                          STATION RECOVERY (1987)
 AN1459
 AN1459'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1459'RECOVERED IN GOOD CONDITION.
 AN1459
 AN1459                          STATION RECOVERY (1996)
 AN1459
 AN1459'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1773 ***********************************************************************
 AN1773  DESIGNATION -  W 878
 AN1773  PID         -  AN1773
 AN1773  STATE/COUNTY-  TX/GOLIAD
 AN1773  USGS QUAD   -  LAZY F RANCH (1987)
 AN1773
 AN1773                         *CURRENT SURVEY CONTROL
 AN1773  ___________________________________________________________________
 AN1773* NAD 83(1986)-  28 34 28.     (N)    097 38 43.     (W)     SCALED    
 AN1773* NAVD 88     -        86.67   (+/-2cm)     284.3    (feet)  VERTCON   
 AN1773  ___________________________________________________________________
 AN1773  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1773
 AN1773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1773
 AN1773.The horizontal coordinates were scaled from a topographic map and have
 AN1773.an estimated accuracy of +/- 6 seconds.
 AN1773
 AN1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1773.The vertical order pertains to the NGVD 29 superseded value.
 AN1773
 AN1773.The geoid height was determined by GEOID03.
 AN1773
 AN1773;                    North         East    Units  Estimated Accuracy
 AN1773;SPC TXSC     - 4,082,910.      732,530.      MT  (+/- 180 meters Scaled)
 AN1773
 AN1773                          SUPERSEDED SURVEY CONTROL
 AN1773
 AN1773  NGVD 29 (??/??/92)   86.691  (m)          284.42   (f) ADJ UNCH    2 0
 AN1773
 AN1773.Superseded values are not recommended for survey control.
 AN1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1773.See file dsdata.txt to determine how the superseded data were derived.
 AN1773
 AN1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS324615(NAD 83)
 AN1773_MARKER: DB = BENCH MARK DISK
 AN1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1773_STAMPING: W 878 1943
 AN1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1773+STABILITY: SURFACE MOTION
 AN1773
 AN1773  HISTORY     - Date     Condition        Report By
 AN1773  HISTORY     - 1943     MONUMENTED       CGS
 AN1773
 AN1773                          STATION DESCRIPTION
 AN1773
 AN1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1773'5.25 MI NW FROM BERCLAIR.
 AN1773'TO REACH FROM THE TEXAS AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD
 AN1773'STATION AT BERCLAIR, PROCEED 0.25 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1773'TO A DIRT ROAD CROSSING, THENCE 4.8 MILES NORTHWESTERLY ALONG A DIRT
 AN1773'ROAD TO THE SOUTHEAST SLOPE OF A HILL AND SITE OF BENCH MARK.  BENCH
 AN1773'MARK IS 29.8 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AN1773'OF THE ROAD.  IT IS 10.2 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY
 AN1773'FENCE AND 3.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AN1773'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1022 ***********************************************************************
 AN1022  DESIGNATION -  W 879
 AN1022  PID         -  AN1022
 AN1022  STATE/COUNTY-  TX/GOLIAD
 AN1022  USGS QUAD   -  GOLIAD (1987)
 AN1022
 AN1022                         *CURRENT SURVEY CONTROL
 AN1022  ___________________________________________________________________
 AN1022* NAD 83(1986)-  28 40 26.     (N)    097 28 11.     (W)     SCALED    
 AN1022* NAVD 88     -        62.92   (+/-2cm)     206.4    (feet)  VERTCON   
 AN1022  ___________________________________________________________________
 AN1022  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN1022
 AN1022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1022
 AN1022.The horizontal coordinates were scaled from a topographic map and have
 AN1022.an estimated accuracy of +/- 6 seconds.
 AN1022
 AN1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1022.The vertical order pertains to the NGVD 29 superseded value.
 AN1022
 AN1022.The geoid height was determined by GEOID03.
 AN1022
 AN1022;                    North         East    Units  Estimated Accuracy
 AN1022;SPC TXSC     - 4,094,140.      749,560.      MT  (+/- 180 meters Scaled)
 AN1022
 AN1022                          SUPERSEDED SURVEY CONTROL
 AN1022
 AN1022  NGVD 29 (??/??/92)   62.96   (m)          206.6    (f) COMPUTED    2 0
 AN1022
 AN1022.Superseded values are not recommended for survey control.
 AN1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1022.See file dsdata.txt to determine how the superseded data were derived.
 AN1022
 AN1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS495728(NAD 83)
 AN1022_MARKER: DB = BENCH MARK DISK
 AN1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1022_STAMPING: W 879 1943
 AN1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1022+STABILITY: SURFACE MOTION
 AN1022
 AN1022  HISTORY     - Date     Condition        Report By
 AN1022  HISTORY     - 1943     MONUMENTED       CGS
 AN1022
 AN1022                          STATION DESCRIPTION
 AN1022
 AN1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1022'5.5 MI SE FROM ANGEL CITY.
 AN1022'TO REACH FROM THE SCHOOL BUILDING AT ANGEL CITY, PROCEED 5.25 MILES
 AN1022'SOUTHEASTERLY ALONG A WIDE DIRT ROAD TO THE NORTHWEST SLOPE OF A HILL
 AN1022'AND SITE OF BENCH MARK.  BENCH MARK IS 58.0 FEET NORTHEAST OF AND
 AN1022'ABOUT 2.5 FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS 36.5 FEET
 AN1022'SOUTHEAST OF THE CENTERLINE OF A GATE IN THE NORTHEAST RIGHT-OF-WAY
 AN1022'FENCE, 2.4 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AN1022'2.0 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE.  MONUMENT
 AN1022'PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1181 ***********************************************************************
 BL1181  DESIGNATION -  W 88
 BL1181  PID         -  BL1181
 BL1181  STATE/COUNTY-  TX/HARRIS
 BL1181  USGS QUAD   -  SPRING (1982)
 BL1181
 BL1181                         *CURRENT SURVEY CONTROL
 BL1181  ___________________________________________________________________
 BL1181* NAD 83(1986)-  30 05 51.     (N)    095 25 17.     (W)     SCALED    
 BL1181* NAVD 88     -        31.051  (meters)     101.87   (feet)  ADJUSTED  
 BL1181  ___________________________________________________________________
 BL1181  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1181  DYNAMIC HT  -          31.009 (meters)     101.74  (feet)  COMP
 BL1181  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 BL1181  OBS GRAVITY -     979,306.1   (mgal)                       GRAV_OBS
 BL1181
 BL1181  VERT ORDER  -  FIRST     CLASS I
 BL1181
 BL1181.The horizontal coordinates were scaled from a topographic map and have
 BL1181.an estimated accuracy of +/- 6 seconds.
 BL1181
 BL1181.The orthometric height was determined by differential leveling
 BL1181.and adjusted by the National Geodetic Survey in June 1991..
 BL1181
 BL1181.The geoid height was determined by GEOID03.
 BL1181
 BL1181.The dynamic height is computed by dividing the NAVD 88
 BL1181.geopotential number by the normal gravity value computed on the
 BL1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1181.degrees latitude (g = 980.6199 gals.).
 BL1181
 BL1181.The modeled gravity was interpolated from observed gravity values.
 BL1181.The observed gravity was obtained from relative gravimeter ties
 BL1181.to the IGSN71 gravity network.
 BL1181
 BL1181;                    North         East    Units  Estimated Accuracy
 BL1181;SPC TXSC     - 4,256,210.      944,880.      MT  (+/- 180 meters Scaled)
 BL1181
 BL1181                          SUPERSEDED SURVEY CONTROL
 BL1181
 BL1181  NGVD 29 (12/23/87)   31.051  (m)          101.87   (f) ADJUSTED    1 1
 BL1181
 BL1181.Superseded values are not recommended for survey control.
 BL1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1181.See file dsdata.txt to determine how the superseded data were derived.
 BL1181
 BL1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP666320(NAD 83)
 BL1181_MARKER: DB = BENCH MARK DISK
 BL1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1181_SP_SET: CONCRETE POST
 BL1181_STAMPING: W 88 1932 103.212
 BL1181_MARK LOGO: CGS   
 BL1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1181+STABILITY: SURFACE MOTION
 BL1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1181+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1181
 BL1181  HISTORY     - Date     Condition        Report By
 BL1181  HISTORY     - 1932     MONUMENTED       CGS
 BL1181  HISTORY     - 1973     GOOD             NGS
 BL1181  HISTORY     - 1978     GOOD             NGS
 BL1181  HISTORY     - 1987     GOOD             NGS
 BL1181  HISTORY     - 19950905 GOOD             USPSQD
 BL1181  HISTORY     - 20040209 GOOD             ENGLE
 BL1181  HISTORY     - 20050211 GOOD             ENGLE
 BL1181  HISTORY     - 20050929 GOOD             USPSQD
 BL1181
 BL1181                          STATION DESCRIPTION
 BL1181
 BL1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1181'1.4 MI N FROM SPRING.
 BL1181'ABOUT 1.4 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1181'CROSSING OF SPRING SCHOOL ROAD, 43.4 FEET EAST OF THE EAST RAIL, 25
 BL1181'1/2 FEET WEST OF A PAVED ROAD - HARDY ST., 15.6 FEET SOUTHEAST OF
 BL1181'TELEPHONE POLE 5795, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 5
 BL1181'FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE
 BL1181'POST FLUSH WITH THE GROUND.
 BL1181
 BL1181                          STATION RECOVERY (1978)
 BL1181
 BL1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1181'RECOVERED IN GOOD CONDITION.
 BL1181
 BL1181                          STATION RECOVERY (1987)
 BL1181
 BL1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1181'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.2
 BL1181'KM (0.1 MI) SOUTH OF A HIGHWAY OVERPASS.  DELETE--15.6 FEET SOUTHEAST
 BL1181'OF TELEPHONE POLE 5795.
 BL1181
 BL1181                          STATION RECOVERY (1995)
 BL1181
 BL1181'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1181'RECOVERED IN GOOD CONDITION.
 BL1181
 BL1181                          STATION RECOVERY (2004)
 BL1181
 BL1181'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2004 (JPE)
 BL1181'WEST AND ACROSS HARDY ST. FROM THE SPRING PEACEFUL REST CEMETERY.
 BL1181
 BL1181                          STATION RECOVERY (2005)
 BL1181
 BL1181'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 BL1181'RECOVERED IN GOOD CONDITION.
 BL1181
 BL1181                          STATION RECOVERY (2005)
 BL1181
 BL1181'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1181'FOUND AS DESCRIBED. GO TO N30 05 50.1 W095 25 15.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1744 ***********************************************************************
 AN1744  DESIGNATION -  W 880
 AN1744  PID         -  AN1744
 AN1744  STATE/COUNTY-  TX/GOLIAD
 AN1744  USGS QUAD   -  RUNGE SE (1987)
 AN1744
 AN1744                         *CURRENT SURVEY CONTROL
 AN1744  ___________________________________________________________________
 AN1744* NAD 83(1986)-  28 46 45.     (N)    097 34 06.     (W)     SCALED    
 AN1744* NAVD 88     -        70.31   (+/-2cm)     230.7    (feet)  VERTCON   
 AN1744  ___________________________________________________________________
 AN1744  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1744
 AN1744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1744
 AN1744.The horizontal coordinates were scaled from a topographic map and have
 AN1744.an estimated accuracy of +/- 6 seconds.
 AN1744
 AN1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1744.The vertical order pertains to the NGVD 29 superseded value.
 AN1744
 AN1744.The geoid height was determined by GEOID03.
 AN1744
 AN1744;                    North         East    Units  Estimated Accuracy
 AN1744;SPC TXSC     - 4,105,680.      739,780.      MT  (+/- 180 meters Scaled)
 AN1744
 AN1744                          SUPERSEDED SURVEY CONTROL
 AN1744
 AN1744  NGVD 29 (??/??/92)   70.328  (m)          230.73   (f) ADJ UNCH    2 0
 AN1744
 AN1744.Superseded values are not recommended for survey control.
 AN1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1744.See file dsdata.txt to determine how the superseded data were derived.
 AN1744
 AN1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS397843(NAD 83)
 AN1744_MARKER: DB = BENCH MARK DISK
 AN1744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1744_SP_SET: BRIDGE
 AN1744_STAMPING: W 880 1943
 AN1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1744
 AN1744  HISTORY     - Date     Condition        Report By
 AN1744  HISTORY     - 1943     MONUMENTED       CGS
 AN1744  HISTORY     - 1963     GOOD             USGS
 AN1744
 AN1744                          STATION DESCRIPTION
 AN1744
 AN1744'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1744'5.7 MI NE FROM CHARCO.
 AN1744'2.3 MILES NORTHWEST ALONG FARM-TO-MARKET ROAD 81 FROM FOUR CORNERS
 AN1744'(THE JUNCTION OF STATE HIGHWAY 239) AT CHARCO, GOLIAD COUNTY, THENCE
 AN1744'3.4 MILES NORTHEAST ALONG FARM-TO-MARKET ROAD 884.  ON OLD ROAD ROUTE
 AN1744'ABOUT 1050 FEET SOUTH OF PRESENT BRIDGE CROSSING OF FARM-TO-MARKET
 AN1744'ROAD 884.  AT A 110-FOOT STEEL BRIDGE OVER A CREEK, IN THE TOP OF THE
 AN1744'EAST CONCRETE WING WALL, 1.8 FEET WEST OF THE EAST END OF THE WALL,
 AN1744'10.3 FEET SOUTHEAST OF THE CENTER LINE OF THE FORMER ROAD, AND LEVEL
 AN1744'WITH THE ROAD.  A STANDARD DISC, STAMPED W 880 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0622 ***********************************************************************
 BL0622  DESIGNATION -  W 881
 BL0622  PID         -  BL0622
 BL0622  STATE/COUNTY-  TX/POLK
 BL0622  USGS QUAD   -  NEW WILLARD (1984)
 BL0622
 BL0622                         *CURRENT SURVEY CONTROL
 BL0622  ___________________________________________________________________
 BL0622* NAD 83(1986)-  30 49 34.     (N)    094 53 59.     (W)     SCALED    
 BL0622* NAVD 88     -        61.73   (+/-2cm)     202.5    (feet)  VERTCON   
 BL0622  ___________________________________________________________________
 BL0622  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0622
 BL0622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0622
 BL0622.The horizontal coordinates were scaled from a topographic map and have
 BL0622.an estimated accuracy of +/- 6 seconds.
 BL0622
 BL0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0622.The vertical order pertains to the NGVD 29 superseded value.
 BL0622
 BL0622.The geoid height was determined by GEOID03.
 BL0622
 BL0622;                    North         East    Units  Estimated Accuracy
 BL0622;SPC TX C     - 3,141,220.    1,219,610.      MT  (+/- 180 meters Scaled)
 BL0622
 BL0622                          SUPERSEDED SURVEY CONTROL
 BL0622
 BL0622  NGVD 29 (??/??/92)   61.745  (m)          202.58   (f) ADJ UNCH    2 0
 BL0622
 BL0622.Superseded values are not recommended for survey control.
 BL0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0622.See file dsdata.txt to determine how the superseded data were derived.
 BL0622
 BL0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ182118(NAD 83)
 BL0622_MARKER: DB = BENCH MARK DISK
 BL0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0622_STAMPING: W 881 1947
 BL0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0622+STABILITY: SURFACE MOTION
 BL0622
 BL0622  HISTORY     - Date     Condition        Report By
 BL0622  HISTORY     - 1947     MONUMENTED       CGS
 BL0622  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0622  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0622
 BL0622                          STATION DESCRIPTION
 BL0622
 BL0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0622'2.0 MI W FROM LEGGETT.
 BL0622'2.0 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0622'ORLEANS RAILWAY STATION AT LEGGETT, APPROXIMATELY 111 YARDS EAST OF
 BL0622'THE CREST OF A HILL, 31.0 FEET NORTH OF AND 1.0 FOOT LOWER THAN THE
 BL0622'CENTER LINE OF THE ROAD, 29.8 FEET EAST OF AN 8 INCH PINE TREE WITH A
 BL0622'TRIANGLE BLAZE, 10.5 FEET NORTH OF A 14 INCH BIRCH TREE WITH A
 BL0622'TRIANGLE BLAZE, 1.6 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A
 BL0622'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.5
 BL0622'FOOT ABOVE THE GROUND.
 BL0622
 BL0622                          STATION RECOVERY (1990)
 BL0622
 BL0622'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 BL0622'MARK NOT FOUND.
 BL0622
 BL0622                          STATION RECOVERY (1997)
 BL0622
 BL0622'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0918 ***********************************************************************
 BL0918  DESIGNATION -  W 882
 BL0918  PID         -  BL0918
 BL0918  STATE/COUNTY-  TX/POLK
 BL0918  USGS QUAD   -  COLITA (1972)
 BL0918
 BL0918                         *CURRENT SURVEY CONTROL
 BL0918  ___________________________________________________________________
 BL0918* NAD 83(1986)-  30 53 05.     (N)    095 06 55.     (W)     SCALED    
 BL0918* NAVD 88     -        78.02   (+/-2cm)     256.0    (feet)  VERTCON   
 BL0918  ___________________________________________________________________
 BL0918  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL0918
 BL0918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0918
 BL0918.The horizontal coordinates were scaled from a topographic map and have
 BL0918.an estimated accuracy of +/- 6 seconds.
 BL0918
 BL0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0918.The vertical order pertains to the NGVD 29 superseded value.
 BL0918
 BL0918.The geoid height was determined by GEOID03.
 BL0918
 BL0918;                    North         East    Units  Estimated Accuracy
 BL0918;SPC TX C     - 3,146,730.    1,198,700.      MT  (+/- 180 meters Scaled)
 BL0918
 BL0918                          SUPERSEDED SURVEY CONTROL
 BL0918
 BL0918  NGVD 29 (??/??/92)   78.037  (m)          256.03   (f) ADJ UNCH    2 0
 BL0918
 BL0918.Superseded values are not recommended for survey control.
 BL0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0918.See file dsdata.txt to determine how the superseded data were derived.
 BL0918
 BL0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ977187(NAD 83)
 BL0918_MARKER: DB = BENCH MARK DISK
 BL0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0918_STAMPING: W 882 1947
 BL0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0918+STABILITY: SURFACE MOTION
 BL0918
 BL0918  HISTORY     - Date     Condition        Report By
 BL0918  HISTORY     - 1947     MONUMENTED       CGS
 BL0918
 BL0918                          STATION DESCRIPTION
 BL0918
 BL0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0918'6.7 MI NE FROM ONALASKA.
 BL0918'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0918'ONALASKA, THENCE 6.1 MILES NORTH ALONG A GRADED DIRT ROAD,
 BL0918'APPROXIMATELY 110 YARDS SOUTHEAST OF A 36 INCH CORRUGATED IRON
 BL0918'CULVERT, 134.0 FEET NORTH OF AND ACROSS THE ROAD FROM A LONE 10 INCH
 BL0918'PINE TREE, 62.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 33.0
 BL0918'FEET SOUTH OF A 12 INCH PINE TREE WITH A TRIANGLE BLAZE, 1.5 FEET
 BL0918'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 BL0918'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0929 ***********************************************************************
 BL0929  DESIGNATION -  W 883
 BL0929  PID         -  BL0929
 BL0929  STATE/COUNTY-  TX/TRINITY
 BL0929  USGS QUAD   -  COLITA (1972)
 BL0929
 BL0929                         *CURRENT SURVEY CONTROL
 BL0929  ___________________________________________________________________
 BL0929* NAD 83(1986)-  30 57 52.     (N)    095 06 31.     (W)     SCALED    
 BL0929* NAVD 88     -        73.06   (+/-2cm)     239.7    (feet)  VERTCON   
 BL0929  ___________________________________________________________________
 BL0929  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL0929
 BL0929  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0929
 BL0929.The horizontal coordinates were scaled from a topographic map and have
 BL0929.an estimated accuracy of +/- 6 seconds.
 BL0929
 BL0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0929.The vertical order pertains to the NGVD 29 superseded value.
 BL0929
 BL0929.The geoid height was determined by GEOID03.
 BL0929
 BL0929;                    North         East    Units  Estimated Accuracy
 BL0929;SPC TX C     - 3,155,580.    1,198,930.      MT  (+/- 180 meters Scaled)
 BL0929
 BL0929                          SUPERSEDED SURVEY CONTROL
 BL0929
 BL0929  NGVD 29 (??/??/92)   73.069  (m)          239.73   (f) ADJ UNCH    2 0
 BL0929
 BL0929.Superseded values are not recommended for survey control.
 BL0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0929.See file dsdata.txt to determine how the superseded data were derived.
 BL0929
 BL0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ986275(NAD 83)
 BL0929_MARKER: DB = BENCH MARK DISK
 BL0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0929_STAMPING: W 883 1947
 BL0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0929+STABILITY: SURFACE MOTION
 BL0929
 BL0929  HISTORY     - Date     Condition        Report By
 BL0929  HISTORY     - 1947     MONUMENTED       CGS
 BL0929
 BL0929                          STATION DESCRIPTION
 BL0929
 BL0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0929'8.0 MI SE FROM GROVETON.
 BL0929'5.4 MILES SOUTH ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE COURTHOUSE
 BL0929'AT GROVETON, THENCE 2.6 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 BL0929'APPROXIMATELY 121 YARDS SOUTHEAST OF AN 18 FOOT WOODEN BRIDGE, 41.0
 BL0929'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 14.0 FEET NORTHWEST OF
 BL0929'A 12 INCH PINE TREE WITH A TRIANGLE BLAZE, 5.6 FEET SOUTHWEST OF A 10
 BL0929'INCH PINE TREE WITH A TRIANGLE BLAZE, 1.5 FEET SOUTHEAST OF A
 BL0929'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3
 BL0929'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1643 ***********************************************************************
 BY1643  DESIGNATION -  W 884
 BY1643  PID         -  BY1643
 BY1643  STATE/COUNTY-  TX/TRINITY
 BY1643  USGS QUAD   -  GROVETON EAST (1963)
 BY1643
 BY1643                         *CURRENT SURVEY CONTROL
 BY1643  ___________________________________________________________________
 BY1643* NAD 83(1986)-  31 02 26.     (N)    095 05 05.     (W)     SCALED    
 BY1643* NAVD 88     -        94.80   (+/-2cm)     311.0    (feet)  VERTCON   
 BY1643  ___________________________________________________________________
 BY1643  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY1643
 BY1643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1643
 BY1643.The horizontal coordinates were scaled from a topographic map and have
 BY1643.an estimated accuracy of +/- 6 seconds.
 BY1643
 BY1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1643.The vertical order pertains to the NGVD 29 superseded value.
 BY1643
 BY1643.The geoid height was determined by GEOID03.
 BY1643
 BY1643;                    North         East    Units  Estimated Accuracy
 BY1643;SPC TX C     - 3,164,120.    1,200,810.      MT  (+/- 180 meters Scaled)
 BY1643
 BY1643                          SUPERSEDED SURVEY CONTROL
 BY1643
 BY1643  NGVD 29 (??/??/92)   94.818  (m)          311.08   (f) ADJ UNCH    2 0
 BY1643
 BY1643.Superseded values are not recommended for survey control.
 BY1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1643.See file dsdata.txt to determine how the superseded data were derived.
 BY1643
 BY1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ010359(NAD 83)
 BY1643_MARKER: DB = BENCH MARK DISK
 BY1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1643_STAMPING: W 884 1947
 BY1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1643+STABILITY: SURFACE MOTION
 BY1643
 BY1643  HISTORY     - Date     Condition        Report By
 BY1643  HISTORY     - 1947     MONUMENTED       CGS
 BY1643  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BY1643
 BY1643                          STATION DESCRIPTION
 BY1643
 BY1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1643'2.75 MI E FROM GROVETON.
 BY1643'2.75 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE COURTHOUSE AT
 BY1643'GROVETON, 129.4 FEET EAST OF THE SOUTHEAST CORNER OF A GENERAL STORE,
 BY1643'46.4 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 6.5
 BY1643'FEET SOUTH OF A FENCE, 2.9 FEET EAST OF POWER POLE 761, IN LINE WITH A
 BY1643'ROW OF POWER POLES, 1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 BY1643'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS
 BY1643'MARK IS 1.2 MILES WEST OF BENCH MARK X 884.
 BY1643
 BY1643                          STATION RECOVERY (1987)
 BY1643
 BY1643'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BY1643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0746 ***********************************************************************
 BY0746  DESIGNATION -  W 885
 BY0746  PID         -  BY0746
 BY0746  STATE/COUNTY-  TX/ANGELINA
 BY0746  USGS QUAD   -  KELTYS (1980)
 BY0746
 BY0746                         *CURRENT SURVEY CONTROL
 BY0746  ___________________________________________________________________
 BY0746* NAD 83(1986)-  31 17 33.     (N)    094 52 01.     (W)     SCALED    
 BY0746* NAVD 88     -        54.28   (+/-2cm)     178.1    (feet)  VERTCON   
 BY0746  ___________________________________________________________________
 BY0746  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0746
 BY0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0746
 BY0746.The horizontal coordinates were scaled from a topographic map and have
 BY0746.an estimated accuracy of +/- 6 seconds.
 BY0746
 BY0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0746.The vertical order pertains to the NGVD 29 superseded value.
 BY0746
 BY0746.The geoid height was determined by GEOID03.
 BY0746
 BY0746;                    North         East    Units  Estimated Accuracy
 BY0746;SPC TX C     - 3,193,020.    1,220,200.      MT  (+/- 180 meters Scaled)
 BY0746
 BY0746                          SUPERSEDED SURVEY CONTROL
 BY0746
 BY0746  NGVD 29 (??/??/92)   54.327  (m)          178.24   (f) ADJ UNCH    2 0
 BY0746
 BY0746.Superseded values are not recommended for survey control.
 BY0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0746.See file dsdata.txt to determine how the superseded data were derived.
 BY0746
 BY0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ223635(NAD 83)
 BY0746_MARKER: DB = BENCH MARK DISK
 BY0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0746_STAMPING: W 885 1947
 BY0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0746+STABILITY: SURFACE MOTION
 BY0746
 BY0746  HISTORY     - Date     Condition        Report By
 BY0746  HISTORY     - 1947     MONUMENTED       CGS
 BY0746  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0746
 BY0746                          STATION DESCRIPTION
 BY0746
 BY0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0746'8.1 MI NE FROM APPLE SPRINGS.
 BY0746'8.1 MILES NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE
 BY0746'SPRINGS LODGE AT APPLE SPRINGS, 0.8 MILE NORTHEAST OF THE NECHES
 BY0746'RIVER, 96.4 FEET SOUTHWEST OF A FENCE CORNER, 70.8 FEET SOUTHEAST OF
 BY0746'THE CENTER LINE OF THE HIGHWAY, 70.0 FEET SOUTHWEST OF THE EXTENDED
 BY0746'CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST, 7.5 FEET SOUTH OF A
 BY0746'14 INCH OAK TREE, 3.4 FEET NORTHWEST OF A FENCE, 3.0 FEET NORTHEAST OF
 BY0746'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3
 BY0746'FOOT ABOVE THE GROUND.
 BY0746
 BY0746                          STATION RECOVERY (1998)
 BY0746
 BY0746'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0792 ***********************************************************************
 AX0792  DESIGNATION -  W 886
 AX0792  PID         -  AX0792
 AX0792  STATE/COUNTY-  TX/LAVACA
 AX0792  USGS QUAD   -  HOPE (1981)
 AX0792
 AX0792                         *CURRENT SURVEY CONTROL
 AX0792  ___________________________________________________________________
 AX0792* NAD 83(1986)-  29 09 54.     (N)    096 58 30.     (W)     SCALED    
 AX0792* NAVD 88     -        53.65   (+/-2cm)     176.0    (feet)  VERTCON   
 AX0792  ___________________________________________________________________
 AX0792  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0792
 AX0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0792
 AX0792.The horizontal coordinates were scaled from a topographic map and have
 AX0792.an estimated accuracy of +/- 6 seconds.
 AX0792
 AX0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0792.The vertical order pertains to the NGVD 29 superseded value.
 AX0792
 AX0792.The geoid height was determined by GEOID03.
 AX0792
 AX0792;                    North         East    Units  Estimated Accuracy
 AX0792;SPC TXSC     - 4,149,290.      796,960.      MT  (+/- 180 meters Scaled)
 AX0792
 AX0792                          SUPERSEDED SURVEY CONTROL
 AX0792
 AX0792  NGVD 29 (??/??/92)   53.672  (m)          176.09   (f) ADJ UNCH    2 0
 AX0792
 AX0792.Superseded values are not recommended for survey control.
 AX0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0792.See file dsdata.txt to determine how the superseded data were derived.
 AX0792
 AX0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT969279(NAD 83)
 AX0792_MARKER: DB = BENCH MARK DISK
 AX0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0792_STAMPING: W 886 1943
 AX0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0792+STABILITY: SURFACE MOTION
 AX0792
 AX0792  HISTORY     - Date     Condition        Report By
 AX0792  HISTORY     - 1943     MONUMENTED       CGS
 AX0792  HISTORY     - 1966     GOOD             USGS
 AX0792  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0792
 AX0792                          STATION DESCRIPTION
 AX0792
 AX0792'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0792'0.9 MI SW FROM HOPE.
 AX0792'0.9 MIL. SW ALONG ROADS FROM THE BAPTIST CHURCH AT HOPE, LAVACA
 AX0792'COUNTY, TO STATE HWY. 111.  THENCE 1.5 MI. SE ALONG STATE HWY. 111 TO
 AX0792'U.S. 77.  THENCE 2.0 MI. SOUTH ALONG U.S. 77 TO A ROAD SE.  THENCE 1.1
 AX0792'MI. ALONG ROAD TO SE 0.45 MILE NW OF RIGHT ANGLE CURVE TO THE NE, 19
 AX0792'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3.2 FEET SOUTHWEST OF
 AX0792'THE RIGHT OF WAY FENCE 3.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 AX0792'POST, AND LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AX0792'PROJECTING 0.3 FEET ABOVE GROUND.
 AX0792
 AX0792                          STATION RECOVERY (1997)
 AX0792
 AX0792'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1168 ***********************************************************************
 AN1168  DESIGNATION -  W 887
 AN1168  PID         -  AN1168
 AN1168  STATE/COUNTY-  TX/VICTORIA
 AN1168  USGS QUAD   -  MISSION VALLEY (1987)
 AN1168
 AN1168                         *CURRENT SURVEY CONTROL
 AN1168  ___________________________________________________________________
 AN1168* NAD 83(1986)-  28 54 48.     (N)    097 13 07.     (W)     SCALED    
 AN1168* NAVD 88     -        68.51   (+/-2cm)     224.8    (feet)  VERTCON   
 AN1168  ___________________________________________________________________
 AN1168  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN1168
 AN1168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1168
 AN1168.The horizontal coordinates were scaled from a topographic map and have
 AN1168.an estimated accuracy of +/- 6 seconds.
 AN1168
 AN1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1168.The vertical order pertains to the NGVD 29 superseded value.
 AN1168
 AN1168.The geoid height was determined by GEOID03.
 AN1168
 AN1168;                    North         East    Units  Estimated Accuracy
 AN1168;SPC TXSC     - 4,121,020.      773,700.      MT  (+/- 180 meters Scaled)
 AN1168
 AN1168                          SUPERSEDED SURVEY CONTROL
 AN1168
 AN1168  NGVD 29 (??/??/92)   68.550  (m)          224.90   (f) ADJ UNCH    2 0
 AN1168
 AN1168.Superseded values are not recommended for survey control.
 AN1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1168.See file dsdata.txt to determine how the superseded data were derived.
 AN1168
 AN1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS736996(NAD 83)
 AN1168_MARKER: DB = BENCH MARK DISK
 AN1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1168_STAMPING: W 887 1943
 AN1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1168+STABILITY: SURFACE MOTION
 AN1168
 AN1168  HISTORY     - Date     Condition        Report By
 AN1168  HISTORY     - 1943     MONUMENTED       CGS
 AN1168
 AN1168                          STATION DESCRIPTION
 AN1168
 AN1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1168'1.9 MI NW FROM MISSION VALLEY.
 AN1168'TO REACH FROM THE LUTHERAN CHURCH AT MISSION VALLEY-- PROCEED 1.9
 AN1168'MILES NORTHWESTERLY ALONG THE MISSION VALLEY-ARNECKEVILLE ROAD TO SITE
 AN1168'OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTHEAST OF A SIDE ROAD
 AN1168'INTERSECTION LEADING SOUTHWEST, AND ABOUT 0.1 MILE SOUTHEAST OF A
 AN1168'CURVE TO THE NORTH.  IT IS 27.5 FEET NORTHEAST OF AND ABOUT THE SAME
 AN1168'ELEVATION AS THE CENTERLINE OF ROAD, 13.5 FEET SOUTHEAST OF A FENCE
 AN1168'CORNER, 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET
 AN1168'NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AN1168'FOOT.  BENCH MARK IS ALSO ABOUT 0.15 MILE NORTHWEST OF A SIDE ROAD
 AN1168'INTERSECTION LEADING NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1169 ***********************************************************************
 AN1169  DESIGNATION -  W 887 RESET 1961
 AN1169  PID         -  AN1169
 AN1169  STATE/COUNTY-  TX/VICTORIA
 AN1169  USGS QUAD   -  MISSION VALLEY (1987)
 AN1169
 AN1169                         *CURRENT SURVEY CONTROL
 AN1169  ___________________________________________________________________
 AN1169* NAD 83(1986)-  28 54 48.     (N)    097 13 07.     (W)     SCALED    
 AN1169* NAVD 88     -        68.45   (+/-2cm)     224.6    (feet)  VERTCON   
 AN1169  ___________________________________________________________________
 AN1169  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN1169
 AN1169  VERT ORDER  -  THIRD (See Below)
 AN1169
 AN1169.The horizontal coordinates were scaled from a topographic map and have
 AN1169.an estimated accuracy of +/- 6 seconds.
 AN1169
 AN1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1169.The vertical order pertains to the NGVD 29 superseded value.
 AN1169
 AN1169.The geoid height was determined by GEOID03.
 AN1169
 AN1169;                    North         East    Units  Estimated Accuracy
 AN1169;SPC TXSC     - 4,121,020.      773,700.      MT  (+/- 180 meters Scaled)
 AN1169
 AN1169                          SUPERSEDED SURVEY CONTROL
 AN1169
 AN1169  NGVD 29 (01/29/03)   68.49   (m)          224.7    (f) RESET       3  
 AN1169
 AN1169.Superseded values are not recommended for survey control.
 AN1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1169.See file dsdata.txt to determine how the superseded data were derived.
 AN1169
 AN1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS736996(NAD 83)
 AN1169_MARKER: DB = BENCH MARK DISK
 AN1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1169_STAMPING: W 887 RESET 1961
 AN1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1169+STABILITY: SURFACE MOTION
 AN1169
 AN1169  HISTORY     - Date     Condition        Report By
 AN1169  HISTORY     - 1961     MONUMENTED       TXHD
 AN1169  HISTORY     - 1963     GOOD             USGS
 AN1169
 AN1169                          STATION DESCRIPTION
 AN1169
 AN1169'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1169'1.9 MI NW FROM MISSION VALLEY.
 AN1169'1.9 MILES NORTHWEST ALONG FARM-TO-MARKET ROAD 236 FROM THE LUTHERAN
 AN1169'CHURCH AT MISSION VALLEY, VICTORIA COUNTY, 0.4 MILE SOUTHEAST OF THE
 AN1169'JUNCTION OF A ROAD LEADING SOUTHWEST, 0.15 MILE NORTHWEST OF THE
 AN1169'JUNCTION OF A ROAD LEADING NORTHEAST, 0.1 MILE SOUTHEAST OF A CURVE TO
 AN1169'THE NORTH, 12.2 FEET SOUTHEAST OF A FENCE CORNER, 40.9 FEET NORTHEAST
 AN1169'OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT SOUTHWEST OF THE ROW
 AN1169'FENCE, 0.1 FOOT SOUTHEAST OF A SILVER WOODEN WITNESS POST. STAMPED W
 AN1169'887 RESET 1961 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 AN1169'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1096 ***********************************************************************
 AN1096  DESIGNATION -  W 888
 AN1096  PID         -  AN1096
 AN1096  STATE/COUNTY-  TX/GOLIAD
 AN1096  USGS QUAD   -  SCHROEDER (1987)
 AN1096
 AN1096                         *CURRENT SURVEY CONTROL
 AN1096  ___________________________________________________________________
 AN1096* NAD 83(1986)-  28 48 31.     (N)    097 14 22.     (W)     SCALED    
 AN1096* NAVD 88     -        58.46   (+/-2cm)     191.8    (feet)  VERTCON   
 AN1096  ___________________________________________________________________
 AN1096  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1096
 AN1096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1096
 AN1096.The horizontal coordinates were scaled from a topographic map and have
 AN1096.an estimated accuracy of +/- 6 seconds.
 AN1096
 AN1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1096.The vertical order pertains to the NGVD 29 superseded value.
 AN1096
 AN1096.The geoid height was determined by GEOID03.
 AN1096
 AN1096;                    North         East    Units  Estimated Accuracy
 AN1096;SPC TXSC     - 4,109,380.      771,840.      MT  (+/- 180 meters Scaled)
 AN1096
 AN1096                          SUPERSEDED SURVEY CONTROL
 AN1096
 AN1096  NGVD 29 (??/??/92)   58.519  (m)          191.99   (f) ADJ UNCH    2 0
 AN1096
 AN1096.Superseded values are not recommended for survey control.
 AN1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1096.See file dsdata.txt to determine how the superseded data were derived.
 AN1096
 AN1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS718880(NAD 83)
 AN1096_MARKER: DB = BENCH MARK DISK
 AN1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1096_STAMPING: W 888 1943
 AN1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1096+STABILITY: SURFACE MOTION
 AN1096
 AN1096  HISTORY     - Date     Condition        Report By
 AN1096  HISTORY     - 1943     MONUMENTED       CGS
 AN1096
 AN1096                          STATION DESCRIPTION
 AN1096
 AN1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1096'1.4 MI W FROM SCHROEDER.
 AN1096'TO REACH FROM THE SCHOOL AT SCHROEDER-- PROCEED 1.4 MILES WESTERLY
 AN1096'ALONG THE SCHROEDER-ANDER ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AN1096'ABOUT 0.35 MILE NORTHEAST OF A SIDE ROAD INTERSECTION LEADING WEST TO
 AN1096'ANDER, AND ABOUT 0.25 MILE SOUTHWEST OF THE LUTHERAN CHURCH.  IT IS
 AN1096'21.3 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AN1096'OF ROAD, 18.0 FEET SOUTHWEST OF THE CENTERLINE OF A WOODEN GATE AND A
 AN1096'PRIVATE ROAD LEADING SOUTHEAST TO THE FARM OF ROBERT WINDBERG, 2.0
 AN1096'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET NORTHEAST OF A
 AN1096'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1097 ***********************************************************************
 AN1097  DESIGNATION -  W 888 RESET 1948
 AN1097  PID         -  AN1097
 AN1097  STATE/COUNTY-  TX/GOLIAD
 AN1097  USGS QUAD   -  SCHROEDER (1987)
 AN1097
 AN1097                         *CURRENT SURVEY CONTROL
 AN1097  ___________________________________________________________________
 AN1097* NAD 83(1986)-  28 48 30.     (N)    097 14 22.     (W)     SCALED    
 AN1097* NAVD 88     -        58.33   (+/-2cm)     191.4    (feet)  VERTCON   
 AN1097  ___________________________________________________________________
 AN1097  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1097
 AN1097  VERT ORDER  -  THIRD (See Below)
 AN1097
 AN1097.The horizontal coordinates were scaled from a topographic map and have
 AN1097.an estimated accuracy of +/- 6 seconds.
 AN1097
 AN1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1097.The vertical order pertains to the NGVD 29 superseded value.
 AN1097
 AN1097.The geoid height was determined by GEOID03.
 AN1097
 AN1097;                    North         East    Units  Estimated Accuracy
 AN1097;SPC TXSC     - 4,109,350.      771,840.      MT  (+/- 180 meters Scaled)
 AN1097
 AN1097                          SUPERSEDED SURVEY CONTROL
 AN1097
 AN1097  NGVD 29 (01/29/03)   58.38   (m)          191.5    (f) RESET       3  
 AN1097
 AN1097.Superseded values are not recommended for survey control.
 AN1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1097.See file dsdata.txt to determine how the superseded data were derived.
 AN1097
 AN1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS718880(NAD 83)
 AN1097_MARKER: DB = BENCH MARK DISK
 AN1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1097_STAMPING: W 888 RESET 1948
 AN1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1097+STABILITY: SURFACE MOTION
 AN1097
 AN1097  HISTORY     - Date     Condition        Report By
 AN1097  HISTORY     - 1948     MONUMENTED       TXHD
 AN1097
 AN1097                          STATION DESCRIPTION
 AN1097
 AN1097'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AN1097'1.4 MI W FROM SCHROEDER.
 AN1097'ABOUT 1.4 MILES WEST ALONG THE ANDER ROAD FROM THE SCHOOL AT
 AN1097'SCHROEDER, GOLIAD COUNTY, ABOUT 0.4 MILE NORTHEAST OF THE INTERSECTION
 AN1097'OF A SIDE ROAD LEADING WEST TO ANDER, ABOUT 1/4 MILE SOUTHWEST OF A
 AN1097'LUTHERAN CHURCH, 18 FEET SOUTHWEST OF THE CENTER LINE OF A WOODEN GATE
 AN1097'AND A PRIVATE ROAD LEADING SOUTHEAST TO THE ROBERT WINDBERG FARM, 44
 AN1097'FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 4.0 FEET SOUTHEAST
 AN1097'OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTHEAST OF A WHITE WOODEN
 AN1097'WITNESS POST.  A STANDARD DISK, STAMPED W 888 RESET 1948 AND SET IN
 AN1097'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6536 ***********************************************************************
 AB6536  DESIGNATION -  W 889 RESET
 AB6536  PID         -  AB6536
 AB6536  STATE/COUNTY-  TX/DE WITT
 AB6536  USGS QUAD   -  MEYERSVILLE (1987)
 AB6536
 AB6536                         *CURRENT SURVEY CONTROL
 AB6536  ___________________________________________________________________
 AB6536* NAD 83(1986)-  28 55 31.     (N)    097 20 41.     (W)     SCALED    
 AB6536* NAVD 88     -        62.52   (+/-2cm)     205.1    (feet)  VERTCON   
 AB6536  ___________________________________________________________________
 AB6536  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AB6536
 AB6536  VERT ORDER  -  THIRD (See Below)
 AB6536
 AB6536.The horizontal coordinates were scaled from a topographic map and have
 AB6536.an estimated accuracy of +/- 6 seconds.
 AB6536
 AB6536.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB6536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB6536.The vertical order pertains to the NGVD 29 superseded value.
 AB6536
 AB6536.The geoid height was determined by GEOID03.
 AB6536
 AB6536;                    North         East    Units  Estimated Accuracy
 AB6536;SPC TXSC     - 4,122,160.      761,380.      MT  (+/- 180 meters Scaled)
 AB6536
 AB6536                          SUPERSEDED SURVEY CONTROL
 AB6536
 AB6536  NGVD 29 (06/22/04)   62.55   (m)          205.2    (f) RESET       3  
 AB6536
 AB6536.Superseded values are not recommended for survey control.
 AB6536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6536.See file dsdata.txt to determine how the superseded data were derived.
 AB6536
 AB6536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT613008(NAD 83)
 AB6536_MARKER: DV = VERTICAL CONTROL DISK
 AB6536_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6536_SP_SET: BRIDGE ABUTMENT
 AB6536_STAMPING: W 889 RESET 1995
 AB6536_MARK LOGO: NGS   
 AB6536_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6536
 AB6536  HISTORY     - Date     Condition        Report By
 AB6536  HISTORY     - 1995     MONUMENTED       TXDOT
 AB6536
 AB6536                          STATION DESCRIPTION
 AB6536
 AB6536'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1995 (TR)
 AB6536'13.0 MILES (20.9 KM) SOUTHWEST ALONG US HIGHWAY 183 FROM THE POST
 AB6536'OFFICE IN CUERO, 0.5 MILES (0.8 KM) NORTHEAST OF THE JUNCTION OF
 AB6536'FARM-TO-MARKET ROAD 237 AT UPPER MEYERSVILLE, AT A CONCRETE BRIDGE
 AB6536'OVER TWELVE MILE COLETO CREEK, IN THE WEST END OF THE SOUTH ABUTMENT.
 AB6536'22.5 FEET (6.9 M) WEST OF THE HIGHWAY CENTERLINE, ABOUT 0.5 FEET (15.2
 AB6536'CM) LOWER THAN THE CENTERLINE, BEHIND THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1794 ***********************************************************************
 BK1794  DESIGNATION -  W 89
 BK1794  PID         -  BK1794
 BK1794  STATE/COUNTY-  TX/ORANGE
 BK1794  USGS QUAD   -  TEXLA (1975)
 BK1794
 BK1794                         *CURRENT SURVEY CONTROL
 BK1794  ___________________________________________________________________
 BK1794* NAD 83(1986)-  30 14 01.     (N)    093 53 19.     (W)     SCALED    
 BK1794* NAVD 88     -        10.204  (meters)      33.48   (feet)  ADJUSTED  
 BK1794  ___________________________________________________________________
 BK1794  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BK1794  DYNAMIC HT  -          10.190 (meters)      33.43  (feet)  COMP
 BK1794  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 BK1794
 BK1794  VERT ORDER  -  FIRST     CLASS II
 BK1794
 BK1794.The horizontal coordinates were scaled from a topographic map and have
 BK1794.an estimated accuracy of +/- 6 seconds.
 BK1794
 BK1794.The orthometric height was determined by differential leveling
 BK1794.and adjusted by the National Geodetic Survey in June 1991..
 BK1794
 BK1794.The geoid height was determined by GEOID03.
 BK1794
 BK1794.The dynamic height is computed by dividing the NAVD 88
 BK1794.geopotential number by the normal gravity value computed on the
 BK1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1794.degrees latitude (g = 980.6199 gals.).
 BK1794
 BK1794.The modeled gravity was interpolated from observed gravity values.
 BK1794
 BK1794;                    North         East    Units  Estimated Accuracy
 BK1794;SPC TX C     - 3,080,820.    1,320,000.      MT  (+/- 180 meters Scaled)
 BK1794
 BK1794                          SUPERSEDED SURVEY CONTROL
 BK1794
 BK1794  NGVD 29 (??/??/??)   10.167  (m)           33.36   (f) ADJUSTED    1 2
 BK1794
 BK1794.Superseded values are not recommended for survey control.
 BK1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1794.See file dsdata.txt to determine how the superseded data were derived.
 BK1794
 BK1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP144450(NAD 83)
 BK1794_MARKER: DB = BENCH MARK DISK
 BK1794_SETTING: 0 = UNSPECIFIED SETTING
 BK1794_STAMPING: 33.986 W 89 1932
 BK1794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1794
 BK1794  HISTORY     - Date     Condition        Report By
 BK1794  HISTORY     - 1932     MONUMENTED       CGS
 BK1794  HISTORY     - 1951     GOOD             CGS
 BK1794  HISTORY     - 1979     GOOD             NGS
 BK1794  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1794  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1794
 BK1794                          STATION DESCRIPTION
 BK1794
 BK1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1794'2.25 MI N FROM MAURICEVILLE.
 BK1794'2.25 MILES NORTH OF THE STATION AT MAURICEVILLE ON THE ORANGE AND
 BK1794'NORTHWESTERN R.R., 50 FEET WEST OF THE TRACK, 30 FEET EAST OF THE
 BK1794'HIGHWAY NO. 62, 4 1/2 POLES NORTH OF MILE POLE NO. B 480, 45 FEET
 BK1794'NORTH OF TELEGRAPH POLE.
 BK1794
 BK1794                          STATION RECOVERY (1951)
 BK1794
 BK1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 BK1794'RECOVERED IN GOOD CONDITION.
 BK1794
 BK1794                          STATION RECOVERY (1979)
 BK1794
 BK1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1794'RECOVERED IN GOOD CONDITION.
 BK1794
 BK1794                          STATION RECOVERY (1996)
 BK1794
 BK1794'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1794'MARK NOT FOUND.
 BK1794
 BK1794                          STATION RECOVERY (2004)
 BK1794
 BK1794'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMM)
 BK1794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0691 ***********************************************************************
 AX0691  DESIGNATION -  W 890
 AX0691  PID         -  AX0691
 AX0691  STATE/COUNTY-  TX/LAVACA
 AX0691  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0691
 AX0691                         *CURRENT SURVEY CONTROL
 AX0691  ___________________________________________________________________
 AX0691* NAD 83(1986)-  29 24 09.     (N)    096 59 17.     (W)     SCALED    
 AX0691* NAVD 88     -        68.03   (+/-2cm)     223.2    (feet)  VERTCON   
 AX0691  ___________________________________________________________________
 AX0691  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0691
 AX0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0691
 AX0691.The horizontal coordinates were scaled from a topographic map and have
 AX0691.an estimated accuracy of +/- 6 seconds.
 AX0691
 AX0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0691.The vertical order pertains to the NGVD 29 superseded value.
 AX0691
 AX0691.The geoid height was determined by GEOID03.
 AX0691
 AX0691;                    North         East    Units  Estimated Accuracy
 AX0691;SPC TXSC     - 4,175,590.      795,240.      MT  (+/- 180 meters Scaled)
 AX0691
 AX0691                          SUPERSEDED SURVEY CONTROL
 AX0691
 AX0691  NGVD 29 (??/??/92)   68.021  (m)          223.17   (f) ADJ UNCH    2 0
 AX0691
 AX0691.Superseded values are not recommended for survey control.
 AX0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0691.See file dsdata.txt to determine how the superseded data were derived.
 AX0691
 AX0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT952542(NAD 83)
 AX0691_MARKER: DB = BENCH MARK DISK
 AX0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0691_STAMPING: W 890 1943
 AX0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0691+STABILITY: SURFACE MOTION
 AX0691
 AX0691  HISTORY     - Date     Condition        Report By
 AX0691  HISTORY     - 1943     MONUMENTED       CGS
 AX0691  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0691
 AX0691                          STATION DESCRIPTION
 AX0691
 AX0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0691'4.0 MI SW FROM HALLETTSVILLE.
 AX0691'ABOUT 4.0 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AX0691'FROM THE STATION AT HALLETTSVILLE, LAVACA COUNTY, ABOUT 0.1 MILE
 AX0691'NORTHEAST OF A PRIVATE-ROAD CROSSING, 27 FEET NORTHEAST OF THE SECOND
 AX0691'POLE SOUTHWEST OF MILEPOST 105, 46.5 FEET SOUTHEAST OF THE CENTER LINE
 AX0691'OF THE TRACK, 5 FEET SOUTHWEST OF A FENCE CORNER, 1.6 FEET NORTHWEST
 AX0691'OF THE RIGHT-OF-WAY FENCE, 4 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AX0691'POST, AND ABOUT 2.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 AX0691'STAMPED W 890 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX0691'ABOUT 0.3 FOOT ABOVE GROUND.
 AX0691
 AX0691                          STATION RECOVERY (1990)
 AX0691
 AX0691'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1161 ***********************************************************************
 BY1161  DESIGNATION -  W 891
 BY1161  PID         -  BY1161
 BY1161  STATE/COUNTY-  TX/NACOGDOCHES
 BY1161  USGS QUAD   -  APPLEBY (1983)
 BY1161
 BY1161                         *CURRENT SURVEY CONTROL
 BY1161  ___________________________________________________________________
 BY1161* NAD 83(1986)-  31 38 15.     (N)    094 31 25.     (W)     SCALED    
 BY1161* NAVD 88     -       113.66   (+/-2cm)     372.9    (feet)  VERTCON   
 BY1161  ___________________________________________________________________
 BY1161  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY1161
 BY1161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1161
 BY1161.The horizontal coordinates were scaled from a topographic map and have
 BY1161.an estimated accuracy of +/- 6 seconds.
 BY1161
 BY1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1161.The vertical order pertains to the NGVD 29 superseded value.
 BY1161
 BY1161.The geoid height was determined by GEOID03.
 BY1161
 BY1161;                    North         East    Units  Estimated Accuracy
 BY1161;SPC TX C     - 3,232,870.    1,250,850.      MT  (+/- 180 meters Scaled)
 BY1161
 BY1161                          SUPERSEDED SURVEY CONTROL
 BY1161
 BY1161  NGVD 29 (??/??/92)  113.692  (m)          373.00   (f) ADJ UNCH    2 0
 BY1161
 BY1161.Superseded values are not recommended for survey control.
 BY1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1161.See file dsdata.txt to determine how the superseded data were derived.
 BY1161
 BY1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR555012(NAD 83)
 BY1161_MARKER: DB = BENCH MARK DISK
 BY1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1161_STAMPING: W 891 1948
 BY1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1161+STABILITY: SURFACE MOTION
 BY1161
 BY1161  HISTORY     - Date     Condition        Report By
 BY1161  HISTORY     - 1948     MONUMENTED       CGS
 BY1161
 BY1161                          STATION DESCRIPTION
 BY1161
 BY1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1161'4.1 MI N FROM SWIFT.
 BY1161'2.4 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1161'SWIFT, THENCE 1.7 MILES NORTH ALONG THE CHRISTOPHER STORE-SHADY GROVE
 BY1161'CHURCH ROAD, AT A POINT WHERE THE ROAD MAKES A TURN TO NORTHWEST, 0.1
 BY1161'MILE SOUTHEAST OF A ROAD INTERSECTION, 109.0 FEET WEST OF THE CENTER
 BY1161'LINE OF THE ROAD (MEASURED FROM A POINT NEAR THE CENTER OF TURN IN THE
 BY1161'ROAD), 98.5 FEET SOUTH SOUTHWEST OF A 30-INCH OAK TREE WHICH IS IN THE
 BY1161'FRONT YARD OF THE TOM HALTOM HOME, 35.9 FEET NORTHEAST OF THE
 BY1161'NORTHWEST CORNER OF THE HALTOM HOME, 35.8 FEET NORTHWEST OF THE
 BY1161'NORTHEAST CORNER OF THE FRONT PORCH FOR THE HOME OF TOM HALTOM, 27.0
 BY1161'FEET SOUTHEAST OF A 30-INCH OAK TREE, 1.6 FEET SOUTH OF A REFERENCE
 BY1161'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 BY1161'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0155 ***********************************************************************
 BY0155  DESIGNATION -  W 892
 BY0155  PID         -  BY0155
 BY0155  STATE/COUNTY-  TX/NACOGDOCHES
 BY0155  USGS QUAD   -  GARRISON EAST (1984)
 BY0155
 BY0155                         *CURRENT SURVEY CONTROL
 BY0155  ___________________________________________________________________
 BY0155* NAD 83(1986)-  31 48 30.     (N)    094 27 44.     (W)     SCALED    
 BY0155* NAVD 88     -       112.95   (+/-2cm)     370.6    (feet)  VERTCON   
 BY0155  ___________________________________________________________________
 BY0155  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY0155
 BY0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0155
 BY0155.The horizontal coordinates were scaled from a topographic map and have
 BY0155.an estimated accuracy of +/- 6 seconds.
 BY0155
 BY0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0155.The vertical order pertains to the NGVD 29 superseded value.
 BY0155
 BY0155.The geoid height was determined by GEOID03.
 BY0155
 BY0155;                    North         East    Units  Estimated Accuracy
 BY0155;SPC TX C     - 3,252,090.    1,255,660.      MT  (+/- 180 meters Scaled)
 BY0155
 BY0155                          SUPERSEDED SURVEY CONTROL
 BY0155
 BY0155  NGVD 29 (??/??/92)  112.948  (m)          370.56   (f) ADJ UNCH    2 0
 BY0155
 BY0155.Superseded values are not recommended for survey control.
 BY0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0155.See file dsdata.txt to determine how the superseded data were derived.
 BY0155
 BY0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR615201(NAD 83)
 BY0155_MARKER: DB = BENCH MARK DISK
 BY0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0155_STAMPING: W 892 1948
 BY0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0155+STABILITY: SURFACE MOTION
 BY0155
 BY0155  HISTORY     - Date     Condition        Report By
 BY0155  HISTORY     - 1948     MONUMENTED       CGS
 BY0155  HISTORY     - 1980     GOOD             USGS
 BY0155  HISTORY     - 19980919 GOOD             USPSQD
 BY0155
 BY0155                          STATION DESCRIPTION
 BY0155
 BY0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0155'2.40 MI SE FROM GARRISON.
 BY0155'0.1 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0155'STATION AT GARRISON, THENCE 1.55 MILES SOUTHEAST ALONG A GRADED DIRT
 BY0155'ROAD (GARRISON-PINE HILL SCHOOL ROAD), THENCE 0.75 MILE EAST ALONG A
 BY0155'DIRT ROAD, 0.75 MILE EAST OF INTERSECTION OF AN EAST-WEST AND A
 BY0155'NORTH-SOUTH ROAD, AT A FARM HOME OWNED BY TOM CRAMFORD AND OCCUPIED IN
 BY0155'1949 BY A MR. BEAVERS, ABOUT 300.0 FEET WEST OF A SHARP TURN IN THE
 BY0155'ROAD, 64.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE,
 BY0155'57.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29.0 FEET NORTH OF A
 BY0155'FENCE CORNER POST, 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST
 BY0155'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BY0155'ABOVE THE GROUND.  NOTE-- MARK IS 0.4 MILE NORTHWEST, 0.25 MILE NORTH
 BY0155'AND 0.4 MILE WEST OF BENCH MARK V 892.
 BY0155
 BY0155                          STATION RECOVERY (1980)
 BY0155
 BY0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0155'FROM THE INTERSECTION OF HIGHWAY 59 AND FM 138 IN GARRISON, THENCE
 BY0155'1.6 MILE EAST ALONG FM 138 TO T-ROAD NORTH, TURN LEFT, ON GRADED DIRT
 BY0155'ROAD FOR 0.2 MILE TO GRADED DIRT ROAD EAST, THENCE 0.7 MILE EAST
 BY0155'ALONG GRADED DIRT ROAD TO DRIVEWAY AND WHITE FRAMED HOUSE NORTH OF
 BY0155'ROAD. 31 FEET WEST & 53 FEET NORTH OF CENTER OF DRIVEWAY AND ROAD.
 BY0155'FLUSH WITH THE GROUND AND SET IN A CONCRETE POST.
 BY0155
 BY0155                          STATION RECOVERY (1998)
 BY0155
 BY0155'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0321 ***********************************************************************
 BY0321  DESIGNATION -  W 893
 BY0321  PID         -  BY0321
 BY0321  STATE/COUNTY-  TX/NACOGDOCHES
 BY0321  USGS QUAD   -  ETOILE NORTH (1984)
 BY0321
 BY0321                         *CURRENT SURVEY CONTROL
 BY0321  ___________________________________________________________________
 BY0321* NAD 83(1986)-  31 28 15.     (N)    094 28 16.     (W)     SCALED    
 BY0321* NAVD 88     -        70.42   (+/-2cm)     231.0    (feet)  VERTCON   
 BY0321  ___________________________________________________________________
 BY0321  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BY0321
 BY0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0321
 BY0321.The horizontal coordinates were scaled from a topographic map and have
 BY0321.an estimated accuracy of +/- 6 seconds.
 BY0321
 BY0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0321.The vertical order pertains to the NGVD 29 superseded value.
 BY0321
 BY0321.The geoid height was determined by GEOID03.
 BY0321
 BY0321;                    North         East    Units  Estimated Accuracy
 BY0321;SPC TX C     - 3,214,680.    1,256,790.      MT  (+/- 180 meters Scaled)
 BY0321
 BY0321                          SUPERSEDED SURVEY CONTROL
 BY0321
 BY0321  NGVD 29 (??/??/92)   70.472  (m)          231.21   (f) ADJ UNCH    2 0
 BY0321
 BY0321.Superseded values are not recommended for survey control.
 BY0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0321.See file dsdata.txt to determine how the superseded data were derived.
 BY0321
 BY0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ602827(NAD 83)
 BY0321_MARKER: DB = BENCH MARK DISK
 BY0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0321_STAMPING: W 893 1948
 BY0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0321+STABILITY: SURFACE MOTION
 BY0321
 BY0321  HISTORY     - Date     Condition        Report By
 BY0321  HISTORY     - 1948     MONUMENTED       CGS
 BY0321  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0321
 BY0321                          STATION DESCRIPTION
 BY0321
 BY0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0321'6.05 MI E FROM WODEN.
 BY0321'3.15 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY0321'WODEN, THENCE 2.9 MILES EAST ALONG A DIRT ROAD, AT A CROSSING OF THE
 BY0321'FROST INDUSTRIES, INC. RAILROAD, 176.0 FEET NORTHWEST OF THE CENTER OF
 BY0321'THE CROSSING, 130.0 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 BY0321'NORTH, 90.0 FEET SOUTH OF A 30-INCH GUM TREE, 78.0 FEET NORTH OF THE
 BY0321'NORTH RAIL OF THE TRACK, 32.7 FEET NORTHWEST OF A 10-INCH PINE TREE,
 BY0321'23.6 FEET SOUTHWEST OF AN 8-INCH PINE TREE, 19.0 FEET NORTHEAST OF THE
 BY0321'CENTER LINE OF A ROAD LEADING NORTHWEST, 2.2 FEET NORTHWEST OF A
 BY0321'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 BY0321'FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.9 MILE NORTHWEST OF
 BY0321'BENCH MARK F 484.
 BY0321
 BY0321                          STATION RECOVERY (1998)
 BY0321
 BY0321'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0279 ***********************************************************************
 BY0279  DESIGNATION -  W 894
 BY0279  PID         -  BY0279
 BY0279  STATE/COUNTY-  TX/NACOGDOCHES
 BY0279  USGS QUAD   -  MELROSE (1984)
 BY0279
 BY0279                         *CURRENT SURVEY CONTROL
 BY0279  ___________________________________________________________________
 BY0279* NAD 83(1986)-  31 32 23.     (N)    094 25 35.     (W)     SCALED    
 BY0279* NAVD 88     -       130.69   (+/-2cm)     428.8    (feet)  VERTCON   
 BY0279  ___________________________________________________________________
 BY0279  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY0279
 BY0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0279
 BY0279.The horizontal coordinates were scaled from a topographic map and have
 BY0279.an estimated accuracy of +/- 6 seconds.
 BY0279
 BY0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0279.The vertical order pertains to the NGVD 29 superseded value.
 BY0279
 BY0279.The geoid height was determined by GEOID03.
 BY0279
 BY0279;                    North         East    Units  Estimated Accuracy
 BY0279;SPC TX C     - 3,222,530.    1,260,630.      MT  (+/- 180 meters Scaled)
 BY0279
 BY0279                          SUPERSEDED SURVEY CONTROL
 BY0279
 BY0279  NGVD 29 (??/??/92)  130.732  (m)          428.91   (f) ADJ UNCH    2 0
 BY0279
 BY0279.Superseded values are not recommended for survey control.
 BY0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0279.See file dsdata.txt to determine how the superseded data were derived.
 BY0279
 BY0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ645903(NAD 83)
 BY0279_MARKER: DB = BENCH MARK DISK
 BY0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0279_STAMPING: W 894 1949
 BY0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0279+STABILITY: SURFACE MOTION
 BY0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY0279+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 BY0279
 BY0279  HISTORY     - Date     Condition        Report By
 BY0279  HISTORY     - 1949     MONUMENTED       CGS
 BY0279  HISTORY     - 1962     GOOD             NGS
 BY0279  HISTORY     - 19980919 GOOD             USPSQD
 BY0279  HISTORY     - 20040209 GOOD             INDIV
 BY0279
 BY0279                          STATION DESCRIPTION
 BY0279
 BY0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BY0279'3.9 MI SE FROM MELROSE.
 BY0279'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE ELEMENTARY SCHOOL
 BY0279'AT MELROSE, AT A ROAD JUNCTION, 180.0 FEET SOUTH OF THE SOUTHEAST
 BY0279'CORNER OF SANDHILL SCHOOL, 174.0 FEET EAST OF THE CENTER LINE OF A
 BY0279'ROAD LEADING NORTH, 58.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BY0279'49.0 FEET EAST OF THE CENTER LINE OF A WALK AND A GATE ACROSS THE WALK
 BY0279'WHICH LEADS NORTH TO THE SCHOOL, 2.0 FEET NORTH OF A REFERENCE POST,
 BY0279'1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0279'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK WAS
 BY0279'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THE GATE IS GONE, THE
 BY0279'REFERENCE POST HAD ROTTED AWAY, AND THE FENCE WAS REMOVED FOR A PLAY
 BY0279'GROUND AND PARKING AREA TO THE SCHOOL.  A NEW METAL WITNESS POST, WITH
 BY0279'SIGN, WAS SET IN CONCRETE 1 FOOT EAST OF THE BENCH MARK.
 BY0279
 BY0279                          STATION RECOVERY (1998)
 BY0279
 BY0279'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0279'RECOVERED IN GOOD CONDITION.
 BY0279
 BY0279                          STATION RECOVERY (2004)
 BY0279
 BY0279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GFM)
 BY0279'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE TOP OF THE
 BY0279'MARK  IS AT GROUND LEVEL, THE SCHOOL BUILDING IS GONE, THE WALK IS
 BY0279'GONE, AND THE METAL WITNESS POST IS GONE.  ADDITIONALLY, THE MARK IS
 BY0279'32.8 FEET S80E OF THE NEC OF A TELEPHONE BOX AND 15.3 FEET N18W OF A
 BY0279'BURIED CABLE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1199 ***********************************************************************
 BY1199  DESIGNATION -  W 895
 BY1199  PID         -  BY1199
 BY1199  STATE/COUNTY-  TX/NACOGDOCHES
 BY1199  USGS QUAD   -  WODEN (1983)
 BY1199
 BY1199                         *CURRENT SURVEY CONTROL
 BY1199  ___________________________________________________________________
 BY1199* NAD 83(1986)-  31 31 17.     (N)    094 31 53.     (W)     SCALED    
 BY1199* NAVD 88     -        89.33   (+/-2cm)     293.1    (feet)  VERTCON   
 BY1199  ___________________________________________________________________
 BY1199  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BY1199
 BY1199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1199
 BY1199.The horizontal coordinates were scaled from a topographic map and have
 BY1199.an estimated accuracy of +/- 6 seconds.
 BY1199
 BY1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1199.The vertical order pertains to the NGVD 29 superseded value.
 BY1199
 BY1199.The geoid height was determined by GEOID03.
 BY1199
 BY1199;                    North         East    Units  Estimated Accuracy
 BY1199;SPC TX C     - 3,219,980.    1,250,780.      MT  (+/- 180 meters Scaled)
 BY1199
 BY1199                          SUPERSEDED SURVEY CONTROL
 BY1199
 BY1199  NGVD 29 (??/??/92)   89.391  (m)          293.28   (f) ADJ UNCH    2 0
 BY1199
 BY1199.Superseded values are not recommended for survey control.
 BY1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1199.See file dsdata.txt to determine how the superseded data were derived.
 BY1199
 BY1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ545884(NAD 83)
 BY1199_MARKER: DB = BENCH MARK DISK
 BY1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1199_STAMPING: W 895 1949
 BY1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1199+STABILITY: SURFACE MOTION
 BY1199
 BY1199  HISTORY     - Date     Condition        Report By
 BY1199  HISTORY     - 1949     MONUMENTED       CGS
 BY1199  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1199
 BY1199                          STATION DESCRIPTION
 BY1199
 BY1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1199'1.25 MI N FROM WODEN.
 BY1199'1.25 MILES NORTH ALONG FARM ROAD 226 FROM THE HIGH SCHOOL AT WODEN,
 BY1199'0.65 MILE SOUTHEAST OF TUSCOSSO CREEK, 0.1 MILE NORTH OF A POINT WHERE
 BY1199'THE ROAD PASSES OVER THE CREST OF A HILL, 48.7 FEET SOUTHEAST OF A
 BY1199'12-INCH SYCAMORE TREE, 45.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BY1199'39.2 FEET SOUTH OF THE SOUTHEAST CORNER OF MRS. V. BALLARD RESIDENCE,
 BY1199'2.5 FEET NORTHWEST OF A FENCE CORNER, 2.0 FEET WEST OF A REFERENCE
 BY1199'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 BY1199'THE GROUND.
 BY1199
 BY1199                          STATION RECOVERY (1977)
 BY1199
 BY1199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1497 ***********************************************************************
 BY1497  DESIGNATION -  W 896
 BY1497  PID         -  BY1497
 BY1497  STATE/COUNTY-  TX/TRINITY
 BY1497  USGS QUAD   -  CENTRALIA (1950)
 BY1497
 BY1497                         *CURRENT SURVEY CONTROL
 BY1497  ___________________________________________________________________
 BY1497* NAD 83(1986)-  31 18 49.     (N)    095 01 57.     (W)     SCALED    
 BY1497* NAVD 88     -        91.36   (+/-2cm)     299.7    (feet)  VERTCON   
 BY1497  ___________________________________________________________________
 BY1497  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BY1497
 BY1497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1497
 BY1497.The horizontal coordinates were scaled from a topographic map and have
 BY1497.an estimated accuracy of +/- 6 seconds.
 BY1497
 BY1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1497.The vertical order pertains to the NGVD 29 superseded value.
 BY1497
 BY1497.The geoid height was determined by GEOID03.
 BY1497
 BY1497;                    North         East    Units  Estimated Accuracy
 BY1497;SPC TX C     - 3,194,590.    1,204,350.      MT  (+/- 180 meters Scaled)
 BY1497
 BY1497                          SUPERSEDED SURVEY CONTROL
 BY1497
 BY1497  NGVD 29 (??/??/92)   91.395  (m)          299.85   (f) ADJ UNCH    2 0
 BY1497
 BY1497.Superseded values are not recommended for survey control.
 BY1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1497.See file dsdata.txt to determine how the superseded data were derived.
 BY1497
 BY1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ065661(NAD 83)
 BY1497_MARKER: DB = BENCH MARK DISK
 BY1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1497_STAMPING: W 896 1948
 BY1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1497+STABILITY: SURFACE MOTION
 BY1497
 BY1497  HISTORY     - Date     Condition        Report By
 BY1497  HISTORY     - 1948     MONUMENTED       CGS
 BY1497
 BY1497                          STATION DESCRIPTION
 BY1497
 BY1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1497'8.9 MI W FROM APPLE SPRINGS.
 BY1497'6.5 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT APPLE
 BY1497'SPRINGS, THENCE 2.4 MILES WEST ALONG DAVY CROCKETT NATIONAL FOREST
 BY1497'HIGHWAY 27, 37.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.6
 BY1497'FEET WEST OF A 24-INCH PINE TREE WITH A TRIANGULAR BLAZE, 1.6 FEET
 BY1497'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1497'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1624 ***********************************************************************
 BY1624  DESIGNATION -  W 897
 BY1624  PID         -  BY1624
 BY1624  STATE/COUNTY-  TX/HOUSTON
 BY1624  USGS QUAD   -  FODICE (1963)
 BY1624
 BY1624                         *CURRENT SURVEY CONTROL
 BY1624  ___________________________________________________________________
 BY1624* NAD 83(1986)-  31 08 19.     (N)    095 21 35.     (W)     SCALED    
 BY1624* NAVD 88     -        59.39   (+/-2cm)     194.8    (feet)  VERTCON   
 BY1624  ___________________________________________________________________
 BY1624  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1624
 BY1624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1624
 BY1624.The horizontal coordinates were scaled from a topographic map and have
 BY1624.an estimated accuracy of +/- 6 seconds.
 BY1624
 BY1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1624.The vertical order pertains to the NGVD 29 superseded value.
 BY1624
 BY1624.The geoid height was determined by GEOID03.
 BY1624
 BY1624;                    North         East    Units  Estimated Accuracy
 BY1624;SPC TX C     - 3,173,770.    1,174,100.      MT  (+/- 180 meters Scaled)
 BY1624
 BY1624                          SUPERSEDED SURVEY CONTROL
 BY1624
 BY1624  NGVD 29 (??/??/92)   59.402  (m)          194.89   (f) ADJ UNCH    2 0
 BY1624
 BY1624.Superseded values are not recommended for survey control.
 BY1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1624.See file dsdata.txt to determine how the superseded data were derived.
 BY1624
 BY1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ750473(NAD 83)
 BY1624_MARKER: DB = BENCH MARK DISK
 BY1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1624_STAMPING: W 897 1948
 BY1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1624+STABILITY: SURFACE MOTION
 BY1624
 BY1624  HISTORY     - Date     Condition        Report By
 BY1624  HISTORY     - 1948     MONUMENTED       CGS
 BY1624  HISTORY     - 1962     GOOD             USGS
 BY1624
 BY1624                          STATION DESCRIPTION
 BY1624
 BY1624'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BY1624'1.65 MI W FROM HOLLY.
 BY1624'HOLLY, 1.4 MILES WEST OF ALONG FARM ROAD NO. 1280, THENCE 0.25 MILES
 BY1624'NW. ALONG AN UNGRADED DIRT ROAD.  33 FEET NORTH OF THE CENTER OF THE
 BY1624'ROAD AND 10 FEET EAST OF THE CENTER OF A DIM FIELD ROAD.  4.3 FEET
 BY1624'EAST OF A GATE POST.  0.4 FEET SOUTH OF A FENCE.  IN A CONCRETE POST
 BY1624'PROJECTING 0.4 FOOT, A STANDARD TABLET STAMPED W-897-1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0352 ***********************************************************************
 BZ0352  DESIGNATION -  W 898
 BZ0352  PID         -  BZ0352
 BZ0352  STATE/COUNTY-  TX/LIMESTONE
 BZ0352  USGS QUAD   -  FARRAR (1966)
 BZ0352
 BZ0352                         *CURRENT SURVEY CONTROL
 BZ0352  ___________________________________________________________________
 BZ0352* NAD 83(1986)-  31 29 54.     (N)    096 19 15.     (W)     SCALED    
 BZ0352* NAVD 88     -       121.810  (meters)     399.64   (feet)  ADJUSTED  
 BZ0352  ___________________________________________________________________
 BZ0352  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0352  DYNAMIC HT  -         121.663 (meters)     399.16  (feet)  COMP
 BZ0352  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 BZ0352
 BZ0352  VERT ORDER  -  FIRST     CLASS II
 BZ0352
 BZ0352.The horizontal coordinates were scaled from a topographic map and have
 BZ0352.an estimated accuracy of +/- 6 seconds.
 BZ0352
 BZ0352.The orthometric height was determined by differential leveling
 BZ0352.and adjusted by the National Geodetic Survey in June 1991..
 BZ0352.WARNING-Repeat measurements at this control monument indicate possible
 BZ0352.vertical movement.
 BZ0352
 BZ0352.The geoid height was determined by GEOID03.
 BZ0352
 BZ0352.The dynamic height is computed by dividing the NAVD 88
 BZ0352.geopotential number by the normal gravity value computed on the
 BZ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0352.degrees latitude (g = 980.6199 gals.).
 BZ0352
 BZ0352.The modeled gravity was interpolated from observed gravity values.
 BZ0352
 BZ0352;                    North         East    Units  Estimated Accuracy
 BZ0352;SPC TX C     - 3,209,930.    1,081,090.      MT  (+/- 180 meters Scaled)
 BZ0352
 BZ0352                          SUPERSEDED SURVEY CONTROL
 BZ0352
 BZ0352  NGVD 29 (??/??/92)  121.720  (m)          399.34   (f) ADJ UNCH    1 2
 BZ0352
 BZ0352.Superseded values are not recommended for survey control.
 BZ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0352.See file dsdata.txt to determine how the superseded data were derived.
 BZ0352
 BZ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV544879(NAD 83)
 BZ0352_MARKER: DB = BENCH MARK DISK
 BZ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0352_STAMPING: W 898 1948
 BZ0352_PROJECTION: PROJECTING 4 CENTIMETERS
 BZ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0352+STABILITY: SURFACE MOTION
 BZ0352
 BZ0352  HISTORY     - Date     Condition        Report By
 BZ0352  HISTORY     - 1948     MONUMENTED       CGS
 BZ0352  HISTORY     - 1952     GOOD             NGS
 BZ0352  HISTORY     - 1980     GOOD             NGS
 BZ0352
 BZ0352                          STATION DESCRIPTION
 BZ0352
 BZ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0352'0.9 MI SE FROM PERSONVILLE.
 BZ0352'0.9 MILE SOUTHEAST ALONG FARM ROAD 39 FROM ITS INTERSECTION WITH STATE
 BZ0352'HIGHWAY 164 AT PERSONVILLE, 0.2 MILE SOUTHEAST OF A LARGE BRICK
 BZ0352'FARMHOUSE, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 13
 BZ0352'FEET SOUTHEAST OF THE CENTER OF A WIRE GATE AND THE CENTER LINE OF A
 BZ0352'PRIVATE DRIVEWAY, 10 FEET NORTHEAST OF A 10 INCH OAK TREE, 1 FOOT
 BZ0352'NORTHEAST OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 BZ0352'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BZ0352
 BZ0352                          STATION RECOVERY (1980)
 BZ0352
 BZ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0352'1.5 KM. (1.0 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0352'STATE HIGHWAY 164 IN PERSONVILLE, 0.3 KM. (0.2 MI.) SOUTHEAST OF A
 BZ0352'LARGE BRICK HOUSE, 15.8 M. (52.0 FT.) SOUTHWEST OF THE CENTERLINE OF
 BZ0352'THE ROAD, 21.0 M. (69.0 FT.) SOUTHEAST OF A FENCE INTERSECTION POST,
 BZ0352'0.6 M. (2.0 FT.) SOUTHWEST OF A FENCE.
 BZ0352'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 BZ0352'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0443 ***********************************************************************
 BZ0443  DESIGNATION -  W 899
 BZ0443  PID         -  BZ0443
 BZ0443  STATE/COUNTY-  TX/FREESTONE
 BZ0443  USGS QUAD   -  DONIE (1982)
 BZ0443
 BZ0443                         *CURRENT SURVEY CONTROL
 BZ0443  ___________________________________________________________________
 BZ0443* NAD 83(1986)-  31 29 46.     (N)    096 14 01.     (W)     SCALED    
 BZ0443* NAVD 88     -       134.270  (meters)     440.52   (feet)  ADJUSTED  
 BZ0443  ___________________________________________________________________
 BZ0443  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BZ0443  DYNAMIC HT  -         134.107 (meters)     439.98  (feet)  COMP
 BZ0443  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BZ0443
 BZ0443  VERT ORDER  -  SECOND    CLASS 0
 BZ0443
 BZ0443.The horizontal coordinates were scaled from a topographic map and have
 BZ0443.an estimated accuracy of +/- 6 seconds.
 BZ0443
 BZ0443.The orthometric height was determined by differential leveling
 BZ0443.and adjusted by the National Geodetic Survey in June 1991..
 BZ0443
 BZ0443.The geoid height was determined by GEOID03.
 BZ0443
 BZ0443.The dynamic height is computed by dividing the NAVD 88
 BZ0443.geopotential number by the normal gravity value computed on the
 BZ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0443.degrees latitude (g = 980.6199 gals.).
 BZ0443
 BZ0443.The modeled gravity was interpolated from observed gravity values.
 BZ0443
 BZ0443;                    North         East    Units  Estimated Accuracy
 BZ0443;SPC TX C     - 3,209,980.    1,089,380.      MT  (+/- 180 meters Scaled)
 BZ0443
 BZ0443                          SUPERSEDED SURVEY CONTROL
 BZ0443
 BZ0443  NGVD 29 (??/??/92)  134.266  (m)          440.50   (f) ADJ UNCH    2 0
 BZ0443
 BZ0443.Superseded values are not recommended for survey control.
 BZ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0443.See file dsdata.txt to determine how the superseded data were derived.
 BZ0443
 BZ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV627879(NAD 83)
 BZ0443_MARKER: DB = BENCH MARK DISK
 BZ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0443_STAMPING: W 899 1948
 BZ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0443+STABILITY: SURFACE MOTION
 BZ0443
 BZ0443  HISTORY     - Date     Condition        Report By
 BZ0443  HISTORY     - 1948     MONUMENTED       CGS
 BZ0443
 BZ0443                          STATION DESCRIPTION
 BZ0443
 BZ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0443'1.45 MI NW FROM DONIE.
 BZ0443'1.45 MILES NORTHWEST ALONG FARM HIGHWAY 80 FROM THE POST OFFICE AT
 BZ0443'DONIE, 76.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE,
 BZ0443'50.6 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY,
 BZ0443'41.8 FEET NORTHWEST OF A SINCLAIR OIL COMPANY PIPE LINE MARKER, 11.0
 BZ0443'FEET SOUTHEAST OF A FENCE CORNER, 1.3 FEET SOUTHEAST OF A WITNESS
 BZ0443'POST, 1.0 FOOT NORTHEAST OF A WOVEN WIRE FENCE, SET IN THE TOP OF A
 BZ0443'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0324 ***********************************************************************
 FL0324  DESIGNATION -  W 9
 FL0324  PID         -  FL0324
 FL0324  STATE/COUNTY-  TX/GRAY
 FL0324  USGS QUAD   -  ALANREED (1976)
 FL0324
 FL0324                         *CURRENT SURVEY CONTROL
 FL0324  ___________________________________________________________________
 FL0324* NAD 83(1986)-  35 12 36.     (N)    100 44 03.     (W)     SCALED    
 FL0324* NAVD 88     -       928.956  (meters)    3047.75   (feet)  ADJUSTED  
 FL0324  ___________________________________________________________________
 FL0324  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL0324  DYNAMIC HT  -         927.930 (meters)    3044.38  (feet)  COMP
 FL0324  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 FL0324
 FL0324  VERT ORDER  -  FIRST     CLASS II
 FL0324
 FL0324.The horizontal coordinates were scaled from a topographic map and have
 FL0324.an estimated accuracy of +/- 6 seconds.
 FL0324
 FL0324.The orthometric height was determined by differential leveling
 FL0324.and adjusted by the National Geodetic Survey in June 1991..
 FL0324
 FL0324.The geoid height was determined by GEOID03.
 FL0324
 FL0324.The dynamic height is computed by dividing the NAVD 88
 FL0324.geopotential number by the normal gravity value computed on the
 FL0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0324.degrees latitude (g = 980.6199 gals.).
 FL0324
 FL0324.The modeled gravity was interpolated from observed gravity values.
 FL0324
 FL0324;                    North         East    Units  Estimated Accuracy
 FL0324;SPC TX N     - 1,134,500.      269,730.      MT  (+/- 180 meters Scaled)
 FL0324
 FL0324                          SUPERSEDED SURVEY CONTROL
 FL0324
 FL0324  NGVD 29 (??/??/92)  928.586  (m)         3046.54   (f) ADJ UNCH    1 2
 FL0324
 FL0324.Superseded values are not recommended for survey control.
 FL0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0324.See file dsdata.txt to determine how the superseded data were derived.
 FL0324
 FL0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD421977(NAD 83)
 FL0324_MARKER: Z = SEE DESCRIPTION
 FL0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0324+STABILITY: SURFACE MOTION
 FL0324
 FL0324  HISTORY     - Date     Condition        Report By
 FL0324  HISTORY     - UNK      MONUMENTED       CGS
 FL0324  HISTORY     - 1953     GOOD             NGS
 FL0324
 FL0324                          STATION DESCRIPTION
 FL0324
 FL0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0324'IN ALANREED.
 FL0324'AT ALANREED, 142 FEET SOUTHEAST OF THE CHICAGO, ROCK ISLAND AND
 FL0324'PACIFIC RAILROAD STATION SIGN, 70.2 FEET SOUTH OF THE SOUTH RAIL OF
 FL0324'THE MAIN TRACK, 39 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 32
 FL0324'FEET SOUTH OF A DERAIL SIGN, 1.7 FEET EAST OF A WITNESS POST, THE
 FL0324'BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST WHICH IS FLUSH WITH
 FL0324'THE GROUND, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1877 ***********************************************************************
 BK1877  DESIGNATION -  W 90
 BK1877  PID         -  BK1877
 BK1877  STATE/COUNTY-  TX/JASPER
 BK1877  USGS QUAD   -  ROGANVILLE (1984)
 BK1877
 BK1877                         *CURRENT SURVEY CONTROL
 BK1877  ___________________________________________________________________
 BK1877* NAD 83(1986)-  30 52 14.     (N)    093 55 32.     (W)     SCALED    
 BK1877* NAVD 88     -        74.05   (+/-2cm)     242.9    (feet)  VERTCON   
 BK1877  ___________________________________________________________________
 BK1877  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BK1877
 BK1877  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1877
 BK1877.The horizontal coordinates were scaled from a topographic map and have
 BK1877.an estimated accuracy of +/- 6 seconds.
 BK1877
 BK1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1877.The vertical order pertains to the NGVD 29 superseded value.
 BK1877
 BK1877.The geoid height was determined by GEOID03.
 BK1877
 BK1877;                    North         East    Units  Estimated Accuracy
 BK1877;SPC TX C     - 3,151,100.    1,312,390.      MT  (+/- 180 meters Scaled)
 BK1877
 BK1877                          SUPERSEDED SURVEY CONTROL
 BK1877
 BK1877  NGVD 29 (??/??/??)   74.050  (m)          242.95   (f) ADJUSTED    1 2
 BK1877
 BK1877.Superseded values are not recommended for survey control.
 BK1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1877.See file dsdata.txt to determine how the superseded data were derived.
 BK1877
 BK1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ115156(NAD 83)
 BK1877_MARKER: DB = BENCH MARK DISK
 BK1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1877_STAMPING: W 90 1932
 BK1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1877+STABILITY: SURFACE MOTION
 BK1877
 BK1877  HISTORY     - Date     Condition        Report By
 BK1877  HISTORY     - 1932     MONUMENTED       CGS
 BK1877  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1877
 BK1877                          STATION DESCRIPTION
 BK1877
 BK1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1877'5 MI N FROM ROGANVILLE.
 BK1877'5.0 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1877'STATION AT ROGANVILLE, JASPER COUNTY, 0.5 MILE NORTH OF MILE POLE 67,
 BK1877'0.3 MILE NORTH OF THE SIGNBOARD AT KEITHTON, 1-1/2 POLES NORTH OF
 BK1877'TRESTLE 67 B, 50 FEET WEST OF THE TRACK, AND AT THE FENCE LINE.  A
 BK1877'STANDARD DISK, STAMPED W 90 1932 AND SET IN THE TOP OF A CONCRETE
 BK1877'POST.  NOTE-- ROADS IMPASSABLE.
 BK1877
 BK1877                          STATION RECOVERY (1934)
 BK1877
 BK1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0507 ***********************************************************************
 DM0507  DESIGNATION -  W 901
 DM0507  PID         -  DM0507
 DM0507  STATE/COUNTY-  TX/HOPKINS
 DM0507  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM0507
 DM0507                         *CURRENT SURVEY CONTROL
 DM0507  ___________________________________________________________________
 DM0507* NAD 83(1986)-  33 09 35.     (N)    095 36 54.     (W)     SCALED    
 DM0507* NAVD 88     -       148.212  (meters)     486.26   (feet)  ADJUSTED  
 DM0507  ___________________________________________________________________
 DM0507  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DM0507  DYNAMIC HT  -         148.050 (meters)     485.73  (feet)  COMP
 DM0507  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 DM0507
 DM0507  VERT ORDER  -  SECOND    CLASS 0
 DM0507
 DM0507.This mark is at Sulphur Springs Muni (SLR) Airport (SLR)
 DM0507
 DM0507.The horizontal coordinates were scaled from a topographic map and have
 DM0507.an estimated accuracy of +/- 6 seconds.
 DM0507
 DM0507.The orthometric height was determined by differential leveling
 DM0507.and adjusted by the National Geodetic Survey in June 1991..
 DM0507
 DM0507.The geoid height was determined by GEOID03.
 DM0507
 DM0507.The dynamic height is computed by dividing the NAVD 88
 DM0507.geopotential number by the normal gravity value computed on the
 DM0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0507.degrees latitude (g = 980.6199 gals.).
 DM0507
 DM0507.The modeled gravity was interpolated from observed gravity values.
 DM0507
 DM0507;                    North         East    Units  Estimated Accuracy
 DM0507;SPC TXNC     - 2,169,260.      869,060.      MT  (+/- 180 meters Scaled)
 DM0507
 DM0507                          SUPERSEDED SURVEY CONTROL
 DM0507
 DM0507  NGVD 29 (??/??/92)  148.211  (m)          486.26   (f) ADJ UNCH    2 0
 DM0507
 DM0507.Superseded values are not recommended for survey control.
 DM0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0507.See file dsdata.txt to determine how the superseded data were derived.
 DM0507
 DM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS561720(NAD 83)
 DM0507_MARKER: DB = BENCH MARK DISK
 DM0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0507_STAMPING: W 901 1945
 DM0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0507+STABILITY: SURFACE MOTION
 DM0507
 DM0507  HISTORY     - Date     Condition        Report By
 DM0507  HISTORY     - 1945     MONUMENTED       CGS
 DM0507  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM0507
 DM0507                          STATION DESCRIPTION
 DM0507
 DM0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DM0507'0.9 MI NW FROM SULPHUR SPRINGS.
 DM0507'AT THE SOUTHEAST AND MAIN ENTRANCE TO THE SULPHUR SPRINGS MUNICIPAL
 DM0507'AIRPORT, 16.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AIR BEACON
 DM0507'TOWER, 72.0 FEET EAST OF THE NORTHEAST CORNER OF THE COMMUNICATION
 DM0507'BUILDING, 22.0 FEET NORTHWEST OF A POWER LINE TRANSFORMER POLE AND 1.0
 DM0507'FOOT SOUTH OF A 4X4 MARKER POST.  A BRONZE DISK STAMPED W 901 1945 SET
 DM0507'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 DM0507
 DM0507                          STATION RECOVERY (1995)
 DM0507
 DM0507'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0506 ***********************************************************************
 DN0506  DESIGNATION -  W 902
 DN0506  PID         -  DN0506
 DN0506  STATE/COUNTY-  TX/GRAYSON
 DN0506  USGS QUAD   -  HOWE (1974)
 DN0506
 DN0506                         *CURRENT SURVEY CONTROL
 DN0506  ___________________________________________________________________
 DN0506* NAD 83(1986)-  33 37 08.     (N)    096 35 43.     (W)     SCALED    
 DN0506* NAVD 88     -       207.161  (meters)     679.66   (feet)  ADJUSTED  
 DN0506  ___________________________________________________________________
 DN0506  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DN0506  DYNAMIC HT  -         206.938 (meters)     678.93  (feet)  COMP
 DN0506  MODELED GRAV-     979,555.9   (mgal)                       NAVD 88
 DN0506
 DN0506  VERT ORDER  -  SECOND    CLASS 0
 DN0506
 DN0506.The horizontal coordinates were scaled from a topographic map and have
 DN0506.an estimated accuracy of +/- 6 seconds.
 DN0506
 DN0506.The orthometric height was determined by differential leveling
 DN0506.and adjusted by the National Geodetic Survey in June 1991..
 DN0506.WARNING-Repeat measurements at this control monument indicate possible
 DN0506.vertical movement.
 DN0506
 DN0506.The geoid height was determined by GEOID03.
 DN0506
 DN0506.The dynamic height is computed by dividing the NAVD 88
 DN0506.geopotential number by the normal gravity value computed on the
 DN0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0506.degrees latitude (g = 980.6199 gals.).
 DN0506
 DN0506.The modeled gravity was interpolated from observed gravity values.
 DN0506
 DN0506;                    North         East    Units  Estimated Accuracy
 DN0506;SPC TXNC     - 2,218,090.      776,730.      MT  (+/- 180 meters Scaled)
 DN0506
 DN0506                          SUPERSEDED SURVEY CONTROL
 DN0506
 DN0506  NGVD 29 (??/??/92)  207.141  (m)          679.60   (f) ADJ UNCH    2 0
 DN0506
 DN0506.Superseded values are not recommended for survey control.
 DN0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0506.See file dsdata.txt to determine how the superseded data were derived.
 DN0506
 DN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC230224(NAD 83)
 DN0506_MARKER: DB = BENCH MARK DISK
 DN0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0506_STAMPING: W 902 1945
 DN0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0506+STABILITY: SURFACE MOTION
 DN0506
 DN0506  HISTORY     - Date     Condition        Report By
 DN0506  HISTORY     - 1945     MONUMENTED       CGS
 DN0506  HISTORY     - 1952     GOOD             NGS
 DN0506
 DN0506                          STATION DESCRIPTION
 DN0506
 DN0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0506'1.5 MI S FROM SHERMAN.
 DN0506'1.5 MILES SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0506'FROM THE UNION STATION AT SHERMAN, 300 FEET SOUTHEAST OF MILEPOST
 DN0506'647-10, 68 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING ON
 DN0506'THE TEXAS AND NEW ORLEANS RAILROAD, 102 FEET EAST OF THE EAST RAIL OF
 DN0506'THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD, 49 FEET WEST OF THE
 DN0506'WEST RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 12 FEET NORTH OF A
 DN0506'TELEPHONE POLE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 DN0506'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0026 ***********************************************************************
 CC0026  DESIGNATION -  W 903
 CC0026  PID         -  CC0026
 CC0026  STATE/COUNTY-  TX/MIDLAND
 CC0026  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0026
 CC0026                         *CURRENT SURVEY CONTROL
 CC0026  ___________________________________________________________________
 CC0026* NAD 83(1986)-  31 56 03.     (N)    102 12 27.     (W)     SCALED    
 CC0026* NAVD 88     -       869.771  (meters)    2853.57   (feet)  ADJUSTED  
 CC0026  ___________________________________________________________________
 CC0026  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CC0026  DYNAMIC HT  -         868.541 (meters)    2849.54  (feet)  COMP
 CC0026  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 CC0026
 CC0026  VERT ORDER  -  FIRST     CLASS II
 CC0026
 CC0026.This mark is at Midland Intl (MAF) Airport (MAF)
 CC0026
 CC0026.The horizontal coordinates were scaled from a topographic map and have
 CC0026.an estimated accuracy of +/- 6 seconds.
 CC0026
 CC0026.The orthometric height was determined by differential leveling
 CC0026.and adjusted by the National Geodetic Survey in June 1991..
 CC0026.WARNING-Repeat measurements at this control monument indicate possible
 CC0026.vertical movement.
 CC0026
 CC0026.The geoid height was determined by GEOID03.
 CC0026
 CC0026.The dynamic height is computed by dividing the NAVD 88
 CC0026.geopotential number by the normal gravity value computed on the
 CC0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0026.degrees latitude (g = 980.6199 gals.).
 CC0026
 CC0026.The modeled gravity was interpolated from observed gravity values.
 CC0026
 CC0026;                    North         East    Units  Estimated Accuracy
 CC0026;SPC TX C     - 3,252,870.      522,780.      MT  (+/- 180 meters Scaled)
 CC0026
 CC0026                          SUPERSEDED SURVEY CONTROL
 CC0026
 CC0026  NGVD 29 (??/??/92)  869.384  (m)         2852.30   (f) ADJ UNCH    1 2
 CC0026
 CC0026.Superseded values are not recommended for survey control.
 CC0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0026.See file dsdata.txt to determine how the superseded data were derived.
 CC0026
 CC0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR640365(NAD 83)
 CC0026_MARKER: DB = BENCH MARK DISK
 CC0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0026_SP_SET: CONCRETE BLOCK
 CC0026_STAMPING: W 903 1945
 CC0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0026
 CC0026  HISTORY     - Date     Condition        Report By
 CC0026  HISTORY     - 1945     MONUMENTED       CGS
 CC0026  HISTORY     - 1956     GOOD             NGS
 CC0026  HISTORY     - 1971     GOOD             NGS
 CC0026  HISTORY     - 1980     GOOD             USGS
 CC0026  HISTORY     - 20040616 MARK NOT FOUND   TXDOT
 CC0026
 CC0026                          STATION DESCRIPTION
 CC0026
 CC0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0026'9.85 MI SW FROM MIDLAND.
 CC0026'9.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0026'STATION AT MIDLAND, THENCE 0.25 MILE NORTH ALONG THE ACCESS ROAD TO
 CC0026'THE MIDLAND AIR TERMINAL, THENCE 0.4 MILE NORTHEAST ALONG FIRST
 CC0026'STREET, AT THE SOUTHEAST CORNER OF HANGAR NO. 1, 18 FEET SOUTH OF THE
 CC0026'SOUTHEAST CORNER OF THE HANGAR, AT THE SOUTH END OF THE DOOR TRACKS,
 CC0026'FLUSH WITH THE GROUND, SET IN THE TOP OF A CONCRETE BLOCK.
 CC0026
 CC0026                          STATION RECOVERY (1971)
 CC0026
 CC0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CC0026'RECOVERED IN GOOD CONDITION.
 CC0026
 CC0026                          STATION RECOVERY (1980)
 CC0026
 CC0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CC0026'THE AIRPORT NAME HAS BEEN CHANGED TO MILDAND REGIONAL AIRPORT AND THE
 CC0026'HANGAR IS NOW THE "AQUILLA" HANGAR, A PHILLIPS 66 DEALER, WHICH IS
 CC0026'LOCATED ABOUT 1000 FT. SOUTH OF THE AIRPORT CONTROL TOWER.
 CC0026
 CC0026                          STATION RECOVERY (2004)
 CC0026
 CC0026'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (RLW)
 CC0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0234 ***********************************************************************
 CC0234  DESIGNATION -  W 904
 CC0234  PID         -  CC0234
 CC0234  STATE/COUNTY-  TX/WARD
 CC0234  USGS QUAD   -  MONAHANS (1981)
 CC0234
 CC0234                         *CURRENT SURVEY CONTROL
 CC0234  ___________________________________________________________________
 CC0234* NAD 83(1986)-  31 35 15.     (N)    102 55 09.     (W)     SCALED    
 CC0234* NAVD 88     -       796.189  (meters)    2612.16   (feet)  ADJUSTED  
 CC0234  ___________________________________________________________________
 CC0234  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CC0234  DYNAMIC HT  -         795.082 (meters)    2608.53  (feet)  COMP
 CC0234  MODELED GRAV-     979,222.5   (mgal)                       NAVD 88
 CC0234
 CC0234  VERT ORDER  -  FIRST     CLASS II
 CC0234
 CC0234.The horizontal coordinates were scaled from a topographic map and have
 CC0234.an estimated accuracy of +/- 6 seconds.
 CC0234
 CC0234.The orthometric height was determined by differential leveling
 CC0234.and adjusted by the National Geodetic Survey in June 1991..
 CC0234
 CC0234.The geoid height was determined by GEOID03.
 CC0234
 CC0234.The dynamic height is computed by dividing the NAVD 88
 CC0234.geopotential number by the normal gravity value computed on the
 CC0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0234.degrees latitude (g = 980.6199 gals.).
 CC0234
 CC0234.The modeled gravity was interpolated from observed gravity values.
 CC0234
 CC0234;                    North         East    Units  Estimated Accuracy
 CC0234;SPC TX C     - 3,215,790.      454,610.      MT  (+/- 180 meters Scaled)
 CC0234
 CC0234                          SUPERSEDED SURVEY CONTROL
 CC0234
 CC0234  NGVD 29 (??/??/92)  795.859  (m)         2611.08   (f) ADJ UNCH    1 2
 CC0234
 CC0234.Superseded values are not recommended for survey control.
 CC0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0234.See file dsdata.txt to determine how the superseded data were derived.
 CC0234
 CC0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ974965(NAD 83)
 CC0234_MARKER: DB = BENCH MARK DISK
 CC0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0234_SP_SET: CONCRETE BASE
 CC0234_STAMPING: W 904 1945
 CC0234_MARK LOGO: CGS   
 CC0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0234
 CC0234  HISTORY     - Date     Condition        Report By
 CC0234  HISTORY     - 1945     MONUMENTED       CGS
 CC0234  HISTORY     - 1956     GOOD             NGS
 CC0234  HISTORY     - 1981     GOOD             NGS
 CC0234
 CC0234                          STATION DESCRIPTION
 CC0234
 CC0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0234'1.7 MI W FROM MONAHANS.
 CC0234'1.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0234'MONAHANS, WARD COUNTY, AT SEMAPHORE 611.0, IN THE TOP OF THE SOUTHEAST
 CC0234'CORNER OF THE CONCRETE BASE, 10 FEET SOUTH OF THE CENTERLINE OF THE
 CC0234'TRACK, AND ABOUT 1-1/2 FEET HIGHER THAN THE TRACK. AN IRON BENCH-MARK
 CC0234'DISK, STAMPED W 904 1945.
 CC0234
 CC0234                          STATION RECOVERY (1981)
 CC0234
 CC0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0234'IN MONAHANS, 0.2 KM (0.15 MI) SOUTHWEST OF THE LOOP ROAD 446 CROSSING
 CC0234'OF THE MISSOURI PACIFIC RAILROAD, IN TOP OF THE SOUTHEAST CORNER OF
 CC0234'THE BASE OF SEMAPHORE NUMBER 6110,
 CC0234'27.7 METERS (91.0 FT)
 CC0234'NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S.
 CC0234'HIGHWAY 80, AND 3.1 METERS (10.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0234'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2075 ***********************************************************************
 CS2075  DESIGNATION -  W 906
 CS2075  PID         -  CS2075
 CS2075  STATE/COUNTY-  TX/ELLIS
 CS2075  USGS QUAD   -  MAYPEARL (1978)
 CS2075
 CS2075                         *CURRENT SURVEY CONTROL
 CS2075  ___________________________________________________________________
 CS2075* NAD 83(1986)-  32 18 09.     (N)    097 02 53.     (W)     SCALED    
 CS2075* NAVD 88     -       180.174  (meters)     591.12   (feet)  ADJUSTED  
 CS2075  ___________________________________________________________________
 CS2075  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CS2075  DYNAMIC HT  -         179.958 (meters)     590.41  (feet)  COMP
 CS2075  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 CS2075
 CS2075  VERT ORDER  -  SECOND    CLASS 0
 CS2075
 CS2075.The horizontal coordinates were scaled from a topographic map and have
 CS2075.an estimated accuracy of +/- 6 seconds.
 CS2075
 CS2075.The orthometric height was determined by differential leveling
 CS2075.and adjusted by the National Geodetic Survey in June 1991..
 CS2075
 CS2075.The geoid height was determined by GEOID03.
 CS2075
 CS2075.The dynamic height is computed by dividing the NAVD 88
 CS2075.geopotential number by the normal gravity value computed on the
 CS2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2075.degrees latitude (g = 980.6199 gals.).
 CS2075
 CS2075.The modeled gravity was interpolated from observed gravity values.
 CS2075
 CS2075;                    North         East    Units  Estimated Accuracy
 CS2075;SPC TXNC     - 2,071,450.      736,740.      MT  (+/- 180 meters Scaled)
 CS2075
 CS2075                          SUPERSEDED SURVEY CONTROL
 CS2075
 CS2075  NGVD 29 (??/??/92)  180.151  (m)          591.05   (f) ADJ UNCH    2 0
 CS2075
 CS2075.Superseded values are not recommended for survey control.
 CS2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2075.See file dsdata.txt to determine how the superseded data were derived.
 CS2075
 CS2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA837756(NAD 83)
 CS2075_MARKER: DB = BENCH MARK DISK
 CS2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2075_STAMPING: W 906 1946
 CS2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2075+STABILITY: SURFACE MOTION
 CS2075
 CS2075  HISTORY     - Date     Condition        Report By
 CS2075  HISTORY     - 1946     MONUMENTED       CGS
 CS2075  HISTORY     - 1959     GOOD             USGS
 CS2075
 CS2075                          STATION DESCRIPTION
 CS2075
 CS2075'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CS2075'2.9 MI SW FROM MAY PEARL.
 CS2075'2.9 MILES SOUTHWEST ALONG FARM TO MARKET ROAD 66 FROM THE MISSOURI
 CS2075'PACIFIC RAILROAD STATION AT MAY PEARL, ELLIS COUNTY, AT A CURVE IN THE
 CS2075'ROAD, 150 FEET SOUTHWEST OF A SMALL WHITE HOUSE, 112 FEET SOUTHWEST OF
 CS2075'A POWER POLE AT THE SOUTHWEST CORNER OF THE YARD, 38 FEET NORTHWEST OF
 CS2075'THE ROAD, 13.4 FEET NORTHEAST OF A T-FENCE CORNER, 2.4 FEET SOUTHEAST
 CS2075'OF A FENCE AND ABOUT 4 FEET NORTHWEST OF THE DRIVEWAY LEADING TO THE
 CS2075'HOUSE.  A STANDARD DISK, STAMPED W 906 1946 AND SET IN THE TOP OF A
 CS2075'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0975 ***********************************************************************
 CS0975  DESIGNATION -  W 907
 CS0975  PID         -  CS0975
 CS0975  STATE/COUNTY-  TX/HILL
 CS0975  USGS QUAD   -  MERTENS (1965)
 CS0975
 CS0975                         *CURRENT SURVEY CONTROL
 CS0975  ___________________________________________________________________
 CS0975* NAD 83(1986)-  32 03 37.     (N)    096 53 34.     (W)     SCALED    
 CS0975* NAVD 88     -       164.937  (meters)     541.13   (feet)  ADJUSTED  
 CS0975  ___________________________________________________________________
 CS0975  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CS0975  DYNAMIC HT  -         164.739 (meters)     540.48  (feet)  COMP
 CS0975  MODELED GRAV-     979,433.8   (mgal)                       NAVD 88
 CS0975
 CS0975  VERT ORDER  -  SECOND    CLASS 0
 CS0975
 CS0975.The horizontal coordinates were scaled from a topographic map and have
 CS0975.an estimated accuracy of +/- 6 seconds.
 CS0975
 CS0975.The orthometric height was determined by differential leveling
 CS0975.and adjusted by the National Geodetic Survey in June 1991..
 CS0975
 CS0975.The geoid height was determined by GEOID03.
 CS0975
 CS0975.The dynamic height is computed by dividing the NAVD 88
 CS0975.geopotential number by the normal gravity value computed on the
 CS0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0975.degrees latitude (g = 980.6199 gals.).
 CS0975
 CS0975.The modeled gravity was interpolated from observed gravity values.
 CS0975
 CS0975;                    North         East    Units  Estimated Accuracy
 CS0975;SPC TXNC     - 2,044,810.      751,770.      MT  (+/- 180 meters Scaled)
 CS0975
 CS0975                          SUPERSEDED SURVEY CONTROL
 CS0975
 CS0975  NGVD 29 (??/??/92)  164.906  (m)          541.03   (f) ADJ UNCH    2 0
 CS0975
 CS0975.Superseded values are not recommended for survey control.
 CS0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0975.See file dsdata.txt to determine how the superseded data were derived.
 CS0975
 CS0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA989490(NAD 83)
 CS0975_MARKER: DB = BENCH MARK DISK
 CS0975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0975_SP_SET: PILLAR
 CS0975_STAMPING: W 907 1946
 CS0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0975
 CS0975  HISTORY     - Date     Condition        Report By
 CS0975  HISTORY     - 1946     MONUMENTED       CGS
 CS0975  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS0975
 CS0975                          STATION DESCRIPTION
 CS0975
 CS0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0975'IN MERTENS.
 CS0975'BENCH MARK IS LOCATED AT MERTENS ABOUT 150 FEET NORTH OF THE RAILROAD
 CS0975'STATION, 6 FEET WEST OF THE WEST RAIL, 3 FEET ABOVE RAILROAD.  IT IS A
 CS0975'DISK SET VERTICAL IN A PILLAR OF THE OVERPASS.
 CS0975
 CS0975                          STATION RECOVERY (1999)
 CS0975
 CS0975'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0332 ***********************************************************************
 AH0332  DESIGNATION -  W 909
 AH0332  PID         -  AH0332
 AH0332  STATE/COUNTY-  TX/NUECES
 AH0332  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0332
 AH0332                         *CURRENT SURVEY CONTROL
 AH0332  ___________________________________________________________________
 AH0332* NAD 83(1986)-  27 46 04.     (N)    097 26 15.     (W)     SCALED    
 AH0332* NAVD 88     -        11.90   (+/-2cm)      39.0    (feet)  VERTCON   
 AH0332  ___________________________________________________________________
 AH0332  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH0332
 AH0332  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0332
 AH0332.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AH0332
 AH0332.The horizontal coordinates were scaled from a topographic map and have
 AH0332.an estimated accuracy of +/- 6 seconds.
 AH0332
 AH0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0332.The vertical order pertains to the NGVD 29 superseded value.
 AH0332
 AH0332.The geoid height was determined by GEOID03.
 AH0332
 AH0332;                    North         East    Units  Estimated Accuracy
 AH0332;SPC TX S     - 5,233,230.      404,730.      MT  (+/- 180 meters Scaled)
 AH0332
 AH0332                          SUPERSEDED SURVEY CONTROL
 AH0332
 AH0332  NGVD 29 (??/??/92)   12.111  (m)           39.73   (f) ADJ UNCH    1 2
 AH0332
 AH0332.Superseded values are not recommended for survey control.
 AH0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0332.See file dsdata.txt to determine how the superseded data were derived.
 AH0332
 AH0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR539724(NAD 83)
 AH0332_MARKER: DB = BENCH MARK DISK
 AH0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0332_STAMPING: W 909 1945
 AH0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0332+STABILITY: SURFACE MOTION
 AH0332
 AH0332  HISTORY     - Date     Condition        Report By
 AH0332  HISTORY     - 1945     MONUMENTED       CGS
 AH0332  HISTORY     - 1959     GOOD             NGS
 AH0332  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0332  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0332
 AH0332                          STATION DESCRIPTION
 AH0332
 AH0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0332'3.3 MI SW FROM CORPUS CHRISTI.
 AH0332'ABOUT 2.0 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE FREIGHT
 AH0332'STATION AT CORPUS CHRISTI, THENCE ABOUT 1.3 MILES SOUTH ALONG FARM
 AH0332'ROAD 665, AT THE CORPUS CHRISTI MUNICIPAL AIRPORT, 30 FEET NORTHEAST
 AH0332'OF THE CENTER LINE OF THE MAIN ENTRANCE, 52 FEET SOUTHEAST OF THE
 AH0332'CENTER LINE OF THE ROAD, 11 FEET NORTH OF THE WEST CORNER OF A
 AH0332'CONCRETE BUILDING, 0.6 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 AH0332'SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK, AND IN THE TOP OF A CONCRETE
 AH0332'POST FLUSH WITH THE GROUND.
 AH0332
 AH0332                          STATION RECOVERY (1968)
 AH0332
 AH0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0332'MARK NOT FOUND.
 AH0332
 AH0332                          STATION RECOVERY (1984)
 AH0332
 AH0332'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0293 ***********************************************************************
 BY0293  DESIGNATION -  W 91
 BY0293  PID         -  BY0293
 BY0293  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0293  USGS QUAD   -  CHINQUAPIN (1984)
 BY0293
 BY0293                         *CURRENT SURVEY CONTROL
 BY0293  ___________________________________________________________________
 BY0293* NAD 83(1986)-  31 25 05.     (N)    094 03 17.     (W)     SCALED    
 BY0293* NAVD 88     -       108.97   (+/-2cm)     357.5    (feet)  VERTCON   
 BY0293  ___________________________________________________________________
 BY0293  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY0293
 BY0293  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0293
 BY0293.The horizontal coordinates were scaled from a topographic map and have
 BY0293.an estimated accuracy of +/- 6 seconds.
 BY0293
 BY0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0293.The vertical order pertains to the NGVD 29 superseded value.
 BY0293
 BY0293.The geoid height was determined by GEOID03.
 BY0293
 BY0293;                    North         East    Units  Estimated Accuracy
 BY0293;SPC TX C     - 3,210,990.    1,296,630.      MT  (+/- 180 meters Scaled)
 BY0293
 BY0293                          SUPERSEDED SURVEY CONTROL
 BY0293
 BY0293  NGVD 29 (??/??/92)  108.994  (m)          357.59   (f) ADJ UNCH    1 2
 BY0293
 BY0293.Superseded values are not recommended for survey control.
 BY0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0293.See file dsdata.txt to determine how the superseded data were derived.
 BY0293
 BY0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ997764(NAD 83)
 BY0293_MARKER: DB = BENCH MARK DISK
 BY0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0293+STABILITY: SURFACE MOTION
 BY0293
 BY0293  HISTORY     - Date     Condition        Report By
 BY0293  HISTORY     - 1932     MONUMENTED       CGS
 BY0293  HISTORY     - 1932     GOOD             NGS
 BY0293  HISTORY     - 1934     GOOD             NGS
 BY0293
 BY0293                          STATION DESCRIPTION
 BY0293
 BY0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0293'0.8 MI N FROM REBECCA.
 BY0293'0.8 MILE NORTH OF THE STATION BOARD AT REBECCA ON THE G.C. AND
 BY0293'S.F.R.R., 50 FEET EAST OF THE TRACK ON THE FENCE LINE, 20 FEET NORTH
 BY0293'OF GATE TO PRIVATE ROAD AND GRADE CROSSING, 5 POLES SOUTH OF MILE POLE
 BY0293'NO. 111.
 BY0293
 BY0293                          STATION RECOVERY (1934)
 BY0293
 BY0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1855 ***********************************************************************
 CS1855  DESIGNATION -  W 910
 CS1855  PID         -  CS1855
 CS1855  STATE/COUNTY-  TX/TARRANT
 CS1855  USGS QUAD   -  AVONDALE (1982)
 CS1855
 CS1855                         *CURRENT SURVEY CONTROL
 CS1855  ___________________________________________________________________
 CS1855* NAD 83(1986)-  32 59 00.     (N)    097 30 00.     (W)     SCALED    
 CS1855* NAVD 88     -       203.934  (meters)     669.07   (feet)  ADJUSTED  
 CS1855  ___________________________________________________________________
 CS1855  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 CS1855  DYNAMIC HT  -         203.691 (meters)     668.28  (feet)  COMP
 CS1855  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 CS1855
 CS1855  VERT ORDER  -  SECOND    CLASS 0
 CS1855
 CS1855.The horizontal coordinates were scaled from a topographic map and have
 CS1855.an estimated accuracy of +/- 6 seconds.
 CS1855
 CS1855.The orthometric height was determined by differential leveling
 CS1855.and adjusted by the National Geodetic Survey in June 1991..
 CS1855
 CS1855.The geoid height was determined by GEOID03.
 CS1855
 CS1855.The dynamic height is computed by dividing the NAVD 88
 CS1855.geopotential number by the normal gravity value computed on the
 CS1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1855.degrees latitude (g = 980.6199 gals.).
 CS1855
 CS1855.The modeled gravity was interpolated from observed gravity values.
 CS1855
 CS1855;                    North         East    Units  Estimated Accuracy
 CS1855;SPC TXNC     - 2,146,450.      693,460.      MT  (+/- 180 meters Scaled)
 CS1855
 CS1855                          SUPERSEDED SURVEY CONTROL
 CS1855
 CS1855  NGVD 29 (??/??/92)  203.892  (m)          668.94   (f) ADJ UNCH    2 0
 CS1855
 CS1855.Superseded values are not recommended for survey control.
 CS1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1855.See file dsdata.txt to determine how the superseded data were derived.
 CS1855
 CS1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB401504(NAD 83)
 CS1855_MARKER: DB = BENCH MARK DISK
 CS1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1855_SP_SET: PLATFORM
 CS1855_STAMPING: W 910 1945
 CS1855_MARK LOGO: CGS   
 CS1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1855
 CS1855  HISTORY     - Date     Condition        Report By
 CS1855  HISTORY     - 1945     MONUMENTED       CGS
 CS1855  HISTORY     - 1984     GOOD             NGS
 CS1855  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1855
 CS1855                          STATION DESCRIPTION
 CS1855
 CS1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CS1855'IN EAGLE MT LAKE APT.
 CS1855'AT EAGLE MOUNTAIN LAKE AIRPORT, 600 FEET EAST OF THE LAKE, AT THE
 CS1855'EMERGENCY (1945) DEAPLANE CONTROL TOWER, AT THE NORTHEST CORNER OF A
 CS1855'CONCRETE PLATFORM, 7 INCHES NORTH OF THE BUILDING, AND 8 INCHES ABOVE
 CS1855'THE LEVEL OF THE GROUND.  A STANDARD DISK, STAMPED W 910 1945.
 CS1855
 CS1855                          STATION RECOVERY (1984)
 CS1855
 CS1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1855'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 CS1855
 CS1855                          STATION RECOVERY (1996)
 CS1855
 CS1855'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0276 ***********************************************************************
 GL0276  DESIGNATION -  W 912
 GL0276  PID         -  GL0276
 GL0276  STATE/COUNTY-  TX/HARTLEY
 GL0276  USGS QUAD   -  DALHART WEST (1973)
 GL0276
 GL0276                         *CURRENT SURVEY CONTROL
 GL0276  ___________________________________________________________________
 GL0276* NAD 83(1986)-  36 00 58.     (N)    102 35 16.     (W)     SCALED    
 GL0276* NAVD 88     -      1210.980  (meters)    3973.02   (feet)  ADJUSTED  
 GL0276  ___________________________________________________________________
 GL0276  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 GL0276  DYNAMIC HT  -        1209.568 (meters)    3968.39  (feet)  COMP
 GL0276  MODELED GRAV-     979,425.7   (mgal)                       NAVD 88
 GL0276
 GL0276  VERT ORDER  -  FIRST     CLASS II
 GL0276
 GL0276.The horizontal coordinates were scaled from a topographic map and have
 GL0276.an estimated accuracy of +/- 6 seconds.
 GL0276
 GL0276.The orthometric height was determined by differential leveling
 GL0276.and adjusted by the National Geodetic Survey in June 1991..
 GL0276
 GL0276.The geoid height was determined by GEOID03.
 GL0276
 GL0276.The dynamic height is computed by dividing the NAVD 88
 GL0276.geopotential number by the normal gravity value computed on the
 GL0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0276.degrees latitude (g = 980.6199 gals.).
 GL0276
 GL0276.The modeled gravity was interpolated from observed gravity values.
 GL0276
 GL0276;                    North         East    Units  Estimated Accuracy
 GL0276;SPC TX N     - 1,224,210.      101,950.      MT  (+/- 180 meters Scaled)
 GL0276
 GL0276                          SUPERSEDED SURVEY CONTROL
 GL0276
 GL0276.No superseded survey control is available for this station.
 GL0276
 GL0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV173884(NAD 83)
 GL0276_MARKER: DB = BENCH MARK DISK
 GL0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0276_SP_SET: CULVERT
 GL0276_STAMPING: W 912 1945
 GL0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0276
 GL0276  HISTORY     - Date     Condition        Report By
 GL0276  HISTORY     - 1945     MONUMENTED       CGS
 GL0276
 GL0276                          STATION DESCRIPTION
 GL0276
 GL0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GL0276'5.1 MI SW FROM DALHART.
 GL0276'IT IS 5.1 MILES SOUTHWEST OF DALHART, 1.6 MILES SOUTHWEST OF THE
 GL0276'DALHART ARMY AIR FIELD, 25 FEET WEST OF THE CENTER LINE OF U. S.
 GL0276'HIGHWAY 54 AND 8 FEET NORTH OF THE SOUTH END OF THE WEST HEADWALL OF A
 GL0276'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0968 ***********************************************************************
 CS0968  DESIGNATION -  W 912 RESET 1960
 CS0968  PID         -  CS0968
 CS0968  STATE/COUNTY-  TX/HILL
 CS0968  USGS QUAD   -  MERTENS (1965)
 CS0968
 CS0968                         *CURRENT SURVEY CONTROL
 CS0968  ___________________________________________________________________
 CS0968* NAD 83(1986)-  32 02 24.     (N)    096 59 00.     (W)     SCALED    
 CS0968* NAVD 88     -       180.56   (+/-2cm)     592.4    (feet)  VERTCON   
 CS0968  ___________________________________________________________________
 CS0968  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CS0968
 CS0968  VERT ORDER  -  THIRD (See Below)
 CS0968
 CS0968.The horizontal coordinates were scaled from a topographic map and have
 CS0968.an estimated accuracy of +/- 6 seconds.
 CS0968
 CS0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0968.The vertical order pertains to the NGVD 29 superseded value.
 CS0968
 CS0968.The geoid height was determined by GEOID03.
 CS0968
 CS0968;                    North         East    Units  Estimated Accuracy
 CS0968;SPC TXNC     - 2,042,440.      743,250.      MT  (+/- 180 meters Scaled)
 CS0968
 CS0968                          SUPERSEDED SURVEY CONTROL
 CS0968
 CS0968  NGVD 29 (01/29/03)  180.53   (m)          592.3    (f) RESET       3  
 CS0968
 CS0968.Superseded values are not recommended for survey control.
 CS0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0968.See file dsdata.txt to determine how the superseded data were derived.
 CS0968
 CS0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA904466(NAD 83)
 CS0968_MARKER: DB = BENCH MARK DISK
 CS0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0968_STAMPING: W 912 RESET 1960
 CS0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0968+STABILITY: SURFACE MOTION
 CS0968
 CS0968  HISTORY     - Date     Condition        Report By
 CS0968  HISTORY     - 1960     MONUMENTED       CGS
 CS0968  HISTORY     - 1965     GOOD             USGS
 CS0968  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS0968
 CS0968                          STATION DESCRIPTION
 CS0968
 CS0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CS0968'1.4 MI W FROM BRANDON.
 CS0968'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY NO. 22 FROM BRANDON, ABOUT 60
 CS0968'YARDS WEST OF A CONCRETE BRIDGE OVER WHITE ROCK CREEK.  IT IS 4 FEET
 CS0968'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 4 FEET SOUTHEAST OF A WITNESS
 CS0968'SIGN ON A TREE AND ABOUT 20 FEET NORTH OF A 20 INCH OAK.  A STANDARD
 CS0968'DISK STAMPED W 912 RESET 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT
 CS0968'4 INCHES.
 CS0968
 CS0968                          STATION RECOVERY (1965)
 CS0968
 CS0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0968'RECOVERED IN GOOD CONDITION.
 CS0968
 CS0968                          STATION RECOVERY (1999)
 CS0968
 CS0968'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0313 ***********************************************************************
 CU0313  DESIGNATION -  W 913
 CU0313  PID         -  CU0313
 CU0313  STATE/COUNTY-  TX/MITCHELL
 CU0313  USGS QUAD   -  CEDAR BEND (1979)
 CU0313
 CU0313                         *CURRENT SURVEY CONTROL
 CU0313  ___________________________________________________________________
 CU0313* NAD 83(1986)-  32 23 10.     (N)    100 53 05.     (W)     SCALED    
 CU0313* NAVD 88     -       641.398  (meters)    2104.32   (feet)  ADJUSTED  
 CU0313  ___________________________________________________________________
 CU0313  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CU0313  DYNAMIC HT  -         640.543 (meters)    2101.51  (feet)  COMP
 CU0313  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 CU0313
 CU0313  VERT ORDER  -  FIRST     CLASS II
 CU0313
 CU0313.The horizontal coordinates were scaled from a topographic map and have
 CU0313.an estimated accuracy of +/- 6 seconds.
 CU0313
 CU0313.The orthometric height was determined by differential leveling
 CU0313.and adjusted by the National Geodetic Survey in June 1991..
 CU0313
 CU0313.The geoid height was determined by GEOID03.
 CU0313
 CU0313.The dynamic height is computed by dividing the NAVD 88
 CU0313.geopotential number by the normal gravity value computed on the
 CU0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0313.degrees latitude (g = 980.6199 gals.).
 CU0313
 CU0313.The modeled gravity was interpolated from observed gravity values.
 CU0313
 CU0313;                    North         East    Units  Estimated Accuracy
 CU0313;SPC TXNC     - 2,082,330.      375,640.      MT  (+/- 180 meters Scaled)
 CU0313
 CU0313                          SUPERSEDED SURVEY CONTROL
 CU0313
 CU0313  NGVD 29 (??/??/92)  641.189  (m)         2103.63   (f) ADJ UNCH    1 2
 CU0313
 CU0313.Superseded values are not recommended for survey control.
 CU0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0313.See file dsdata.txt to determine how the superseded data were derived.
 CU0313
 CU0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA227847(NAD 83)
 CU0313_MARKER: DB = BENCH MARK DISK
 CU0313_SETTING: 66 = SET IN ROCK OUTCROP
 CU0313_SP_SET: ROCK
 CU0313_STAMPING: W 913 1956
 CU0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0313+STABILITY: POSITION/ELEVATION WELL
 CU0313
 CU0313  HISTORY     - Date     Condition        Report By
 CU0313  HISTORY     - 1956     MONUMENTED       CGS
 CU0313
 CU0313                          STATION DESCRIPTION
 CU0313
 CU0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0313'1.0 MI W FROM COLORADO CITY.
 CU0313'1.0 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0313'COLORADO CITY, 289 FEET WEST OF THE CENTER LINE OF FARM ROAD 1983,
 CU0313'62.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 50.3 FEET EAST OF THE 4TH
 CU0313'POLE NORTHEAST OF MILEPOST 477, 50.3 FEET EAST OF THE 3RD POLE
 CU0313'SOUTHWEST OF A ROAD CROSSING, 9.5 FEET NORTHWEST OF A FENCE, 1 FOOT
 CU0313'ABOVE THE GROUND, 3 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF
 CU0313'A LARGE LIMESTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1281 ***********************************************************************
 CS1281  DESIGNATION -  W 914
 CS1281  PID         -  CS1281
 CS1281  STATE/COUNTY-  TX/DALLAS
 CS1281  USGS QUAD   -  CARROLLTON (1981)
 CS1281
 CS1281                         *CURRENT SURVEY CONTROL
 CS1281  ___________________________________________________________________
 CS1281* NAD 83(1993)-  32 54 07.62274(N)    096 59 32.06607(W)     ADJUSTED  
 CS1281* NAVD 88     -       142.941  (meters)     468.97   (feet)  ADJUSTED  
 CS1281  ___________________________________________________________________
 CS1281  X           -    -652,557.227 (meters)                     COMP
 CS1281  Y           -  -5,320,608.963 (meters)                     COMP
 CS1281  Z           -   3,444,912.379 (meters)                     COMP
 CS1281  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 CS1281  ELLIP HEIGHT-         115.97  (meters)          (02/16/96) GPS OBS
 CS1281  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CS1281  DYNAMIC HT  -         142.777 (meters)     468.43  (feet)  COMP
 CS1281  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 CS1281
 CS1281  HORZ ORDER  -  FIRST
 CS1281  VERT ORDER  -  SECOND    CLASS 0
 CS1281  ELLP ORDER  -  FIFTH     CLASS I
 CS1281
 CS1281.The horizontal coordinates were established by GPS observations
 CS1281.and adjusted by the National Geodetic Survey in February 1996..
 CS1281
 CS1281.The orthometric height was determined by differential leveling
 CS1281.and adjusted by the National Geodetic Survey in June 1991..
 CS1281
 CS1281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS1281
 CS1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1281
 CS1281.The ellipsoidal height was determined by GPS observations
 CS1281.and is referenced to NAD 83.
 CS1281
 CS1281.The geoid height was determined by GEOID03.
 CS1281
 CS1281.The dynamic height is computed by dividing the NAVD 88
 CS1281.geopotential number by the normal gravity value computed on the
 CS1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1281.degrees latitude (g = 980.6199 gals.).
 CS1281
 CS1281.The modeled gravity was interpolated from observed gravity values.
 CS1281
 CS1281;                    North         East     Units Scale Factor Converg.
 CS1281;SPC TXNC     - 2,138,010.860   741,038.014   MT  0.99987601   +0 49 20.4
 CS1281;SPC TXNC     - 7,014,457.30  2,431,222.22   sFT  0.99987601   +0 49 20.4
 CS1281;UTM  14      - 3,642,223.393   687,779.221   MT  1.00003479   +1 05 27.4
 CS1281
 CS1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1281!SPC TXNC     -   0.99998179  x   0.99987601  =   0.99985780
 CS1281!UTM  14      -   0.99998179  x   1.00003479  =   1.00001658
 CS1281
 CS1281                          SUPERSEDED SURVEY CONTROL
 CS1281
 CS1281  NAD 83(1993)-  32 54 07.62278(N)    096 59 32.06612(W) AD(       ) 1
 CS1281  ELLIP H (06/13/95)  115.97   (m)                       GP(       ) 3 1
 CS1281  NAVD 88 (06/13/95)  142.94   (m)          469.0    (f) LEVELING    3  
 CS1281  NGVD 29 (??/??/92)  142.962  (m)          469.03   (f) ADJ UNCH    2 0
 CS1281
 CS1281.Superseded values are not recommended for survey control.
 CS1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1281.See file dsdata.txt to determine how the superseded data were derived.
 CS1281
 CS1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8777942223(NAD 83)
 CS1281_MARKER: DB = BENCH MARK DISK
 CS1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1281_SP_SET: ABUTMENT
 CS1281_STAMPING: W 914 1946
 CS1281_MARK LOGO: NGS   
 CS1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1281+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 CS1281
 CS1281  HISTORY     - Date     Condition        Report By
 CS1281  HISTORY     - 1946     MONUMENTED       CGS
 CS1281  HISTORY     - 1973     GOOD             NGS
 CS1281  HISTORY     - 19930910 GOOD             LOCSUR
 CS1281  HISTORY     - 20010511 GOOD             INDIV
 CS1281  HISTORY     - 20050713 GOOD             COMPDA
 CS1281
 CS1281                          STATION DESCRIPTION
 CS1281
 CS1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CS1281'7.0 MI SE FROM GRAPEVINE.
 CS1281'IN DALLAS COUNTY, 1 BLOCK WEST ALONG E. TEXAS STREET FROM THE U.S.
 CS1281'POST OFFICE AT GRAPEVINE, THENCE 1.1 MILES SOUTH ALONG MAIN STREET,
 CS1281'THENCE 5.4 MILES EAST ALONG STATE HIGHWAY 114, THENCE 0.4 MILE SOUTH
 CS1281'ALONG BELT LINE RD., AND THENCE 0.1 MILE WEST ALONG CABELL DR., AT A
 CS1281'CONCRETE HIGHWAY BRIDGE, IN THE TOP OF THE NORTH END OF THE EAST
 CS1281'CONCRETE ABUTMENT, AND 16.7 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 CS1281'A STANDARD DISK STAMPED W 914 1946.
 CS1281
 CS1281                          STATION RECOVERY (1993)
 CS1281
 CS1281'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JBD)
 CS1281'RECOVERED AS DESCRIBED.
 CS1281
 CS1281                          STATION RECOVERY (2001)
 CS1281
 CS1281'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DGB)
 CS1281'RECOVERED IN GOOD CONDITION.
 CS1281
 CS1281                          STATION RECOVERY (2005)
 CS1281
 CS1281'RECOVERY NOTE BY COMPASSDATA INC 2005 (JC)
 CS1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0090 ***********************************************************************
 AP0090  DESIGNATION -  W 915
 AP0090  PID         -  AP0090
 AP0090  STATE/COUNTY-  TX/MAVERICK
 AP0090  USGS QUAD   -  DEADMANS HILL (1974)
 AP0090
 AP0090                         *CURRENT SURVEY CONTROL
 AP0090  ___________________________________________________________________
 AP0090* NAD 83(1986)-  28 45 59.     (N)    100 28 45.     (W)     SCALED    
 AP0090* NAVD 88     -       240.143  (meters)     787.87   (feet)  ADJUSTED  
 AP0090  ___________________________________________________________________
 AP0090  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AP0090  DYNAMIC HT  -         239.785 (meters)     786.69  (feet)  COMP
 AP0090  MODELED GRAV-     979,148.7   (mgal)                       NAVD 88
 AP0090
 AP0090  VERT ORDER  -  FIRST     CLASS II
 AP0090
 AP0090.The horizontal coordinates were scaled from a topographic map and have
 AP0090.an estimated accuracy of +/- 6 seconds.
 AP0090
 AP0090.The orthometric height was determined by differential leveling
 AP0090.and adjusted by the National Geodetic Survey in June 1991..
 AP0090.WARNING-Repeat measurements at this control monument indicate possible
 AP0090.vertical movement.
 AP0090
 AP0090.The geoid height was determined by GEOID03.
 AP0090
 AP0090.The dynamic height is computed by dividing the NAVD 88
 AP0090.geopotential number by the normal gravity value computed on the
 AP0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0090.degrees latitude (g = 980.6199 gals.).
 AP0090
 AP0090.The modeled gravity was interpolated from observed gravity values.
 AP0090
 AP0090;                    North         East    Units  Estimated Accuracy
 AP0090;SPC TXSC     - 4,104,320.      455,570.      MT  (+/- 180 meters Scaled)
 AP0090
 AP0090                          SUPERSEDED SURVEY CONTROL
 AP0090
 AP0090  NGVD 29 (??/??/92)  239.957  (m)          787.26   (f) ADJ UNCH    1 2
 AP0090
 AP0090.Superseded values are not recommended for survey control.
 AP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0090.See file dsdata.txt to determine how the superseded data were derived.
 AP0090
 AP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS555830(NAD 83)
 AP0090_MARKER: DB = BENCH MARK DISK
 AP0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0090_STAMPING: W 915 1944
 AP0090_MARK LOGO: CGS   
 AP0090_PROJECTION: PROJECTING 30 CENTIMETERS
 AP0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0090+STABILITY: SURFACE MOTION
 AP0090
 AP0090  HISTORY     - Date     Condition        Report By
 AP0090  HISTORY     - 1944     MONUMENTED       CGS
 AP0090  HISTORY     - 1957     GOOD             NGS
 AP0090  HISTORY     - 1982     GOOD             NGS
 AP0090
 AP0090                          STATION DESCRIPTION
 AP0090
 AP0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0090'4.1 MI N FROM EAGLE PASS.
 AP0090'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0090'STATION AT EAGLE PASS, 13 RAILS NORTHEAST OF A PRIVATE ROAD CROSSING,
 AP0090'0.1 MILE SOUTHEAST OF FARM ROAD 1588, 118.6 FEET WEST OF MILEPOST 29,
 AP0090'46 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.4 FEET SOUTHEAST OF A
 AP0090'FENCE, 1.6 FEET SOUTHWEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF
 AP0090'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 AP0090'ABOVE THE GROUND.
 AP0090
 AP0090                          STATION RECOVERY (1982)
 AP0090
 AP0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0090'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0090'EAGLE PASS, THENCE 7.7 KM (4.65 MI) NORTH ALONG U.S. HIGHWAY 277,
 AP0090'CEYLON STREET, THENCE 1.4 KM (0.9 MI) NORTHEAST ALONG FARM ROAD 1588,
 AP0090'THENCE 0.2 KM (0.1 MI) SOUTHEAST ACROSS A FIELD, 60.3 METERS
 AP0090'(198.0 FT) SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD ON THE
 AP0090'SOUTHWEST SIDE OF A CHANNEL LEADING TO FARM ROAD 1588, 14.3 METERS
 AP0090'(47.0 FT) WEST NORTHWEST OF THE NORTHWEST RAIL, 19.5 METERS (64.0 FT)
 AP0090'SOUTHWEST OF A TELEPHONE POLE, 6.8 METERS (22.5 FT) WEST NORTHWEST OF
 AP0090'CENTER OF TRACK ROAD RUNNING ALONG THE TRACKS, 0.4 METER (1.4 FT)
 AP0090'SOUTHEAST OF A FENCE, AND 0.5 METER (1.8 FT) SOUTHWEST OF A WOODEN
 AP0090'WITNESS POST.
 AP0090'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AP0090'THE MARK IS 1.8 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0533 ***********************************************************************
 CT0533  DESIGNATION -  W 917
 CT0533  PID         -  CT0533
 CT0533  STATE/COUNTY-  TX/TAYLOR
 CT0533  USGS QUAD   -  ABILENE WEST (1987)
 CT0533
 CT0533                         *CURRENT SURVEY CONTROL
 CT0533  ___________________________________________________________________
 CT0533* NAD 83(1986)-  32 27 14.     (N)    099 48 22.     (W)     SCALED    
 CT0533* NAVD 88     -       522.165  (meters)    1713.14   (feet)  ADJUSTED  
 CT0533  ___________________________________________________________________
 CT0533  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CT0533  DYNAMIC HT  -         521.488 (meters)    1710.92  (feet)  COMP
 CT0533  MODELED GRAV-     979,326.7   (mgal)                       NAVD 88
 CT0533
 CT0533  VERT ORDER  -  FIRST     CLASS II
 CT0533
 CT0533.The horizontal coordinates were scaled from a topographic map and have
 CT0533.an estimated accuracy of +/- 6 seconds.
 CT0533
 CT0533.The orthometric height was determined by differential leveling
 CT0533.and adjusted by the National Geodetic Survey in June 1991..
 CT0533
 CT0533.The geoid height was determined by GEOID03.
 CT0533
 CT0533.The dynamic height is computed by dividing the NAVD 88
 CT0533.geopotential number by the normal gravity value computed on the
 CT0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0533.degrees latitude (g = 980.6199 gals.).
 CT0533
 CT0533.The modeled gravity was interpolated from observed gravity values.
 CT0533
 CT0533;                    North         East    Units  Estimated Accuracy
 CT0533;SPC TXNC     - 2,088,060.      477,210.      MT  (+/- 180 meters Scaled)
 CT0533
 CT0533                          SUPERSEDED SURVEY CONTROL
 CT0533
 CT0533  NGVD 29 (??/??/92)  522.00   (m)         1712.6    (f) COMPUTED    1 2
 CT0533
 CT0533.Superseded values are not recommended for survey control.
 CT0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0533.See file dsdata.txt to determine how the superseded data were derived.
 CT0533
 CT0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA242910(NAD 83)
 CT0533_MARKER: DB = BENCH MARK DISK
 CT0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0533_SP_SET: BRIDGE
 CT0533_STAMPING: W-917 1945
 CT0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0533
 CT0533  HISTORY     - Date     Condition        Report By
 CT0533  HISTORY     - 1945     MONUMENTED       CGS
 CT0533  HISTORY     - 19940803 MARK NOT FOUND   USPSQD
 CT0533
 CT0533                          STATION DESCRIPTION
 CT0533
 CT0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CT0533'3.65 MI E FROM TYE.
 CT0533'4.0 MILES WEST OF THE TEXAS AND PACIFIC RAILROAD STATION AT ABILENE
 CT0533'ALONG U.S. HIGHWAY 80 AND TEXAS AND PACIFIC RAILROAD, 3.65 MILES EAST
 CT0533'OF THE TEXAS AND PACIFIC RAILROAD STATION AT TYE, 0.15 MILE EAST OF
 CT0533'RAILWAY MILEPOST 411, 114 FEET SOUTH OF RAILROAD BRIDGE 410.8, 15 FEET
 CT0533'NORTH OF CENTER LINE OF THE HIGHWAY, IN THE NORTHWEST WINGWALL OF A
 CT0533'CONCRETE HIGHWAY BRIDGE, ABOUT FLUSH WITH THE LEVEL OF THE HIGHWAY.
 CT0533
 CT0533                          STATION RECOVERY (1994)
 CT0533
 CT0533'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0534 ***********************************************************************
 CT0534  DESIGNATION -  W 917 RESET 1947
 CT0534  PID         -  CT0534
 CT0534  STATE/COUNTY-  TX/TAYLOR
 CT0534  USGS QUAD   -  ABILENE WEST (1987)
 CT0534
 CT0534                         *CURRENT SURVEY CONTROL
 CT0534  ___________________________________________________________________
 CT0534* NAD 83(1986)-  32 27 14.     (N)    099 48 24.     (W)     SCALED    
 CT0534* NAVD 88     -       522.360  (meters)    1713.78   (feet)  ADJUSTED  
 CT0534  ___________________________________________________________________
 CT0534  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CT0534  DYNAMIC HT  -         521.683 (meters)    1711.56  (feet)  COMP
 CT0534  MODELED GRAV-     979,326.7   (mgal)                       NAVD 88
 CT0534
 CT0534  VERT ORDER  -  FIRST     CLASS II
 CT0534
 CT0534.The horizontal coordinates were scaled from a topographic map and have
 CT0534.an estimated accuracy of +/- 6 seconds.
 CT0534
 CT0534.The orthometric height was determined by differential leveling
 CT0534.and adjusted by the National Geodetic Survey in June 1991..
 CT0534
 CT0534.The geoid height was determined by GEOID03.
 CT0534
 CT0534.The dynamic height is computed by dividing the NAVD 88
 CT0534.geopotential number by the normal gravity value computed on the
 CT0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0534.degrees latitude (g = 980.6199 gals.).
 CT0534
 CT0534.The modeled gravity was interpolated from observed gravity values.
 CT0534
 CT0534;                    North         East    Units  Estimated Accuracy
 CT0534;SPC TXNC     - 2,088,060.      477,150.      MT  (+/- 180 meters Scaled)
 CT0534
 CT0534                          SUPERSEDED SURVEY CONTROL
 CT0534
 CT0534  NGVD 29 (??/??/92)  522.197  (m)         1713.24   (f) ADJ UNCH    1 2
 CT0534
 CT0534.Superseded values are not recommended for survey control.
 CT0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0534.See file dsdata.txt to determine how the superseded data were derived.
 CT0534
 CT0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA241910(NAD 83)
 CT0534_MARKER: DB = BENCH MARK DISK
 CT0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0534_SP_SET: BRIDGE
 CT0534_STAMPING: W 917 RESET 1947
 CT0534_MARK LOGO: CGS   
 CT0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0534
 CT0534  HISTORY     - Date     Condition        Report By
 CT0534  HISTORY     - 1947     MONUMENTED       CGS
 CT0534  HISTORY     - 1956     GOOD             NGS
 CT0534  HISTORY     - 1961     GOOD             NGS
 CT0534  HISTORY     - 1982     GOOD             NGS
 CT0534  HISTORY     - 19940803 GOOD             USPSQD
 CT0534  HISTORY     - 20011013 GOOD             USPSQD
 CT0534
 CT0534                          STATION DESCRIPTION
 CT0534
 CT0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0534'4.1 MI W FROM ABILENE.
 CT0534'4.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0534'AT ABILENE, 11 POLES EAST OF MILEPOST 11, 102 FEET SOUTH OF THE SOUTH
 CT0534'RAIL, 21 FEET NORTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF
 CT0534'U.S. HIGHWAY 80, SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT
 CT0534'OF A CONCRETE HIGHWAY BRIDGE, 1.1 MILES EAST OF BENCH MARK X 917.
 CT0534
 CT0534                          STATION RECOVERY (1961)
 CT0534
 CT0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0534'RECOVERED IN GOOD CONDITION.
 CT0534
 CT0534                          STATION RECOVERY (1982)
 CT0534
 CT0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0534'2.0 KM (1.25 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0534'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0534'ABILENE, 0.2 KM (0.1 MI) EAST OF THE JUNCTION OF FARM ROAD 312, IN TOP
 CT0534'OF THE NORTH END OF THE WEST ABUTMENT OF THE U.S. HIGHWAY 84 BRIDGE
 CT0534'OVER LITTLE ELM CREEK, 31.1 METERS (102.0 FT) SOUTH OF THE NEAR RAIL
 CT0534'AND 6.5 METERS (21.3 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 CT0534'LANES OF THE HIGHWAY.
 CT0534'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CT0534
 CT0534                          STATION RECOVERY (1994)
 CT0534
 CT0534'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0534'RECOVERED IN GOOD CONDITION.
 CT0534
 CT0534                          STATION RECOVERY (2001)
 CT0534
 CT0534'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0830 ***********************************************************************
 AH0830  DESIGNATION -  W 919
 AH0830  PID         -  AH0830
 AH0830  STATE/COUNTY-  TX/NUECES
 AH0830  USGS QUAD   -  PETRONILA NE (1975)
 AH0830
 AH0830                         *CURRENT SURVEY CONTROL
 AH0830  ___________________________________________________________________
 AH0830* NAD 83(1986)-  27 38 26.     (N)    097 36 54.     (W)     SCALED    
 AH0830* NAVD 88     -        14.561  (meters)      47.77   (feet)  ADJUSTED  
 AH0830  ___________________________________________________________________
 AH0830  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AH0830  DYNAMIC HT  -          14.539 (meters)      47.70  (feet)  COMP
 AH0830  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AH0830
 AH0830  VERT ORDER  -  SECOND    CLASS 0
 AH0830
 AH0830.The horizontal coordinates were scaled from a topographic map and have
 AH0830.an estimated accuracy of +/- 6 seconds.
 AH0830
 AH0830.The orthometric height was determined by differential leveling
 AH0830.and adjusted by the National Geodetic Survey in June 1991..
 AH0830
 AH0830.The geoid height was determined by GEOID03.
 AH0830
 AH0830.The dynamic height is computed by dividing the NAVD 88
 AH0830.geopotential number by the normal gravity value computed on the
 AH0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0830.degrees latitude (g = 980.6199 gals.).
 AH0830
 AH0830.The modeled gravity was interpolated from observed gravity values.
 AH0830
 AH0830;                    North         East    Units  Estimated Accuracy
 AH0830;SPC TX S     - 5,219,000.      387,330.      MT  (+/- 180 meters Scaled)
 AH0830
 AH0830                          SUPERSEDED SURVEY CONTROL
 AH0830
 AH0830  NGVD 29 (??/??/92)   14.710  (m)           48.26   (f) ADJ UNCH    2 0
 AH0830
 AH0830.Superseded values are not recommended for survey control.
 AH0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0830.See file dsdata.txt to determine how the superseded data were derived.
 AH0830
 AH0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR366581(NAD 83)
 AH0830_MARKER: DB = BENCH MARK DISK
 AH0830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0830_SP_SET: CULVERT
 AH0830_STAMPING: W 919 1945
 AH0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0830
 AH0830  HISTORY     - Date     Condition        Report By
 AH0830  HISTORY     - 1945     MONUMENTED       CGS
 AH0830  HISTORY     - 20010728 POOR             USPSQD
 AH0830  HISTORY     - 20020628 GOOD             USPSQD
 AH0830
 AH0830                          STATION DESCRIPTION
 AH0830
 AH0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0830'3.4 MI SE FROM PETRONILLA.
 AH0830'TO REACH FROM THE GRADE SCHOOL AT PETRONILLA BY GOING SOUTH 0.9 MILE
 AH0830'ALONG PAVED ROAD TO A ROAD FORK, TURN LEFT (EAST) ALONG PAVED ROAD TO
 AH0830'OUTLYING LANDING FIELD AND GO 1.0 MILE THENCE RIGHT (SOUTH) 1.0 MILE
 AH0830'TO WHERE ROAD CROSSES DRAIN DITCH, THENCE LEFT (EAST) 0.4 MILE TO
 AH0830'LANDING FIELD ENTRANCE AND MARK SITE.  BENCH MARK IS 36 FEET NORTH OF
 AH0830'THE CENTER LINE OF THE ROAD, 18 FEET WEST OF THE ENTRANCE DRIVEWAY, 15
 AH0830'FEET SOUTH OF THE GATE, IN THE WEST HEADWALL OF A CONCRETE CULVERT.
 AH0830
 AH0830                          STATION RECOVERY (2001)
 AH0830
 AH0830'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0830'MARK RECOVERED IN POOR CONDITION.
 AH0830
 AH0830                          STATION RECOVERY (2002)
 AH0830
 AH0830'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0030 ***********************************************************************
 BY0030  DESIGNATION -  W 92
 BY0030  PID         -  BY0030
 BY0030  STATE/COUNTY-  TX/SHELBY
 BY0030  USGS QUAD   -  TENAHA EAST (1984)
 BY0030
 BY0030                         *CURRENT SURVEY CONTROL
 BY0030  ___________________________________________________________________
 BY0030* NAD 83(1986)-  31 55 24.     (N)    094 13 57.     (W)     SCALED    
 BY0030* NAVD 88     -        93.71   (+/-2cm)     307.4    (feet)  VERTCON   
 BY0030  ___________________________________________________________________
 BY0030  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY0030
 BY0030  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0030
 BY0030.The horizontal coordinates were scaled from a topographic map and have
 BY0030.an estimated accuracy of +/- 6 seconds.
 BY0030
 BY0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0030.The vertical order pertains to the NGVD 29 superseded value.
 BY0030
 BY0030.The geoid height was determined by GEOID03.
 BY0030
 BY0030;                    North         East    Units  Estimated Accuracy
 BY0030;SPC TX C     - 3,265,990.    1,276,680.      MT  (+/- 180 meters Scaled)
 BY0030
 BY0030                          SUPERSEDED SURVEY CONTROL
 BY0030
 BY0030  NGVD 29 (??/??/92)   93.750  (m)          307.58   (f) ADJ UNCH    1 2
 BY0030
 BY0030.Superseded values are not recommended for survey control.
 BY0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0030.See file dsdata.txt to determine how the superseded data were derived.
 BY0030
 BY0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR834326(NAD 83)
 BY0030_MARKER: DB = BENCH MARK DISK
 BY0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0030+STABILITY: SURFACE MOTION
 BY0030
 BY0030  HISTORY     - Date     Condition        Report By
 BY0030  HISTORY     - UNK      MONUMENTED       CGS
 BY0030  HISTORY     - 1932     GOOD             NGS
 BY0030  HISTORY     - 1934     GOOD             NGS
 BY0030  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0030  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0030
 BY0030                          STATION DESCRIPTION
 BY0030
 BY0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0030'1.6 MI S FROM TENAHA.
 BY0030'ON THE G.C. AND SANTA FE R.R., 8 RAIL LENGTHS SOUTH OF MILE POLE 150,
 BY0030'100 FEET NORTH OF A PRIVATE GRADE CROSSING, 40 FEET EAST OF THE
 BY0030'RAILROAD, 200 FEET WEST OF HIGHWAY NO. 8, AND 90 FEET NORTHWEST OF A
 BY0030'BARN.
 BY0030
 BY0030                          STATION RECOVERY (1934)
 BY0030
 BY0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0030'RECOVERED IN GOOD CONDITION.
 BY0030
 BY0030                          STATION RECOVERY (1979)
 BY0030
 BY0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0030'MARK NOT FOUND.
 BY0030
 BY0030                          STATION RECOVERY (1979)
 BY0030
 BY0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0030'BENCH MARK IS LOCATED IN DENSE BRUSH. IT IS PROBABLY STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0842 ***********************************************************************
 AH0842  DESIGNATION -  W 920
 AH0842  PID         -  AH0842
 AH0842  STATE/COUNTY-  TX/NUECES
 AH0842  USGS QUAD   -  LAURELES RANCH (1975)
 AH0842
 AH0842                         *CURRENT SURVEY CONTROL
 AH0842  ___________________________________________________________________
 AH0842* NAD 83(1986)-  27 36 54.     (N)    097 33 05.     (W)     SCALED    
 AH0842* NAVD 88     -        12.405  (meters)      40.70   (feet)  ADJUSTED  
 AH0842  ___________________________________________________________________
 AH0842  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AH0842  DYNAMIC HT  -          12.386 (meters)      40.64  (feet)  COMP
 AH0842  MODELED GRAV-     979,116.1   (mgal)                       NAVD 88
 AH0842
 AH0842  VERT ORDER  -  SECOND    CLASS 0
 AH0842
 AH0842.The horizontal coordinates were scaled from a topographic map and have
 AH0842.an estimated accuracy of +/- 6 seconds.
 AH0842
 AH0842.The orthometric height was determined by differential leveling
 AH0842.and adjusted by the National Geodetic Survey in June 1991..
 AH0842
 AH0842.The geoid height was determined by GEOID03.
 AH0842
 AH0842.The dynamic height is computed by dividing the NAVD 88
 AH0842.geopotential number by the normal gravity value computed on the
 AH0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0842.degrees latitude (g = 980.6199 gals.).
 AH0842
 AH0842.The modeled gravity was interpolated from observed gravity values.
 AH0842
 AH0842;                    North         East    Units  Estimated Accuracy
 AH0842;SPC TX S     - 5,216,220.      393,630.      MT  (+/- 180 meters Scaled)
 AH0842
 AH0842                          SUPERSEDED SURVEY CONTROL
 AH0842
 AH0842  NGVD 29 (??/??/92)   12.559  (m)           41.20   (f) ADJ UNCH    2 0
 AH0842
 AH0842.Superseded values are not recommended for survey control.
 AH0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0842.See file dsdata.txt to determine how the superseded data were derived.
 AH0842
 AH0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR429553(NAD 83)
 AH0842_MARKER: DB = BENCH MARK DISK
 AH0842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0842_SP_SET: CULVERT
 AH0842_STAMPING: W 920 1945
 AH0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0842
 AH0842  HISTORY     - Date     Condition        Report By
 AH0842  HISTORY     - 1945     MONUMENTED       CGS
 AH0842  HISTORY     - 1949     GOOD             NGS
 AH0842  HISTORY     - 1985     GOOD             LOCSUR
 AH0842
 AH0842                          STATION DESCRIPTION
 AH0842
 AH0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0842'8.0 MI N FROM CHAPMAN RANCH.
 AH0842'5.0 MILES WEST ALONG A PAVED ROAD LEADING TO BISHOP FROM CHAPMAN RANCH
 AH0842'HEADQUARTERS, NUECES COUNTY, 2.0 MILES NORTH ALONG A PAVED ROAD TO THE
 AH0842'NORTHWEST CORNER OF OUTLYING FIELD 2-A (ABANDONED), AND 1.0 MILE WEST
 AH0842'ALONG A PAVED ROAD.  AT A ROAD INTERSECTION, 90 FEET NORTHWEST OF A
 AH0842'WINDMILL, 30 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 AH0842'15 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AT A
 AH0842'CONCRETE BRIDGE CULVERT, IN THE EAST END OF THE NORTH HEADWALL, AND 4
 AH0842'INCHES LOWER THAN THE ROAD.  AN IRON DISK, STAMPED W 920 1945.
 AH0842
 AH0842                          STATION RECOVERY (1985)
 AH0842
 AH0842'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 AH0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0421 ***********************************************************************
 DN0421  DESIGNATION -  W 921
 DN0421  PID         -  DN0421
 DN0421  STATE/COUNTY-  TX/COLLIN
 DN0421  USGS QUAD   -  PLANO (1973)
 DN0421
 DN0421                         *CURRENT SURVEY CONTROL
 DN0421  ___________________________________________________________________
 DN0421* NAD 83(1986)-  33 00 40.     (N)    096 37 46.     (W)     SCALED    
 DN0421* NAVD 88     -       157.768  (meters)     517.61   (feet)  ADJUSTED  
 DN0421  ___________________________________________________________________
 DN0421  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DN0421  DYNAMIC HT  -         157.595 (meters)     517.04  (feet)  COMP
 DN0421  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 DN0421
 DN0421  VERT ORDER  -  SECOND    CLASS 0
 DN0421
 DN0421.The horizontal coordinates were scaled from a topographic map and have
 DN0421.an estimated accuracy of +/- 6 seconds.
 DN0421
 DN0421.The orthometric height was determined by differential leveling
 DN0421.and adjusted by the National Geodetic Survey in June 1991..
 DN0421
 DN0421.The geoid height was determined by GEOID03.
 DN0421
 DN0421.The dynamic height is computed by dividing the NAVD 88
 DN0421.geopotential number by the normal gravity value computed on the
 DN0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0421.degrees latitude (g = 980.6199 gals.).
 DN0421
 DN0421.The modeled gravity was interpolated from observed gravity values.
 DN0421
 DN0421;                    North         East    Units  Estimated Accuracy
 DN0421;SPC TXNC     - 2,150,640.      774,760.      MT  (+/- 180 meters Scaled)
 DN0421
 DN0421                          SUPERSEDED SURVEY CONTROL
 DN0421
 DN0421  NGVD 29 (??/??/92)  157.777  (m)          517.64   (f) ADJ UNCH    2 0
 DN0421
 DN0421.Superseded values are not recommended for survey control.
 DN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0421.See file dsdata.txt to determine how the superseded data were derived.
 DN0421
 DN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB214550(NAD 83)
 DN0421_MARKER: DB = BENCH MARK DISK
 DN0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0421_SP_SET: ABUTMENT
 DN0421_STAMPING: W 921 1946
 DN0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0421
 DN0421  HISTORY     - Date     Condition        Report By
 DN0421  HISTORY     - 1946     MONUMENTED       CGS
 DN0421  HISTORY     - 1964     GOOD             NGS
 DN0421  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 DN0421  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0421
 DN0421                          STATION DESCRIPTION
 DN0421
 DN0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DN0421'1.0 MI W FROM MURPHY.
 DN0421'1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE MURPHY BAPTIST CHURCH AT
 DN0421'MURPHY, 350 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD, 15 FEET
 DN0421'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD.  A STANDARD DISK, STAMPED
 DN0421'W 921 1946 AND SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF
 DN0421'A SMALL CONCRETE BRIDGE.  THIS BENCH MARK WAS RECOVERED IN GOOD
 DN0421'CONDITION AS DESCRIBED.  THE GRAVELED ROAD AS MENTIONED ABOVE IS NOW
 DN0421'FARM ROAD 544.
 DN0421
 DN0421                          STATION RECOVERY (1991)
 DN0421
 DN0421'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0421'MARK NOT FOUND.
 DN0421
 DN0421                          STATION RECOVERY (2005)
 DN0421
 DN0421'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0137 ***********************************************************************
 DN0137  DESIGNATION -  W 922
 DN0137  PID         -  DN0137
 DN0137  STATE/COUNTY-  TX/HUNT
 DN0137  USGS QUAD   -  GREENVILLE SW (1962)
 DN0137
 DN0137                         *CURRENT SURVEY CONTROL
 DN0137  ___________________________________________________________________
 DN0137* NAD 83(1986)-  33 03 56.     (N)    096 13 43.     (W)     SCALED    
 DN0137* NAVD 88     -       161.273  (meters)     529.11   (feet)  ADJUSTED  
 DN0137  ___________________________________________________________________
 DN0137  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN0137  DYNAMIC HT  -         161.097 (meters)     528.53  (feet)  COMP
 DN0137  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 DN0137
 DN0137  VERT ORDER  -  FIRST     CLASS II
 DN0137
 DN0137.The horizontal coordinates were scaled from a topographic map and have
 DN0137.an estimated accuracy of +/- 6 seconds.
 DN0137
 DN0137.The orthometric height was determined by differential leveling
 DN0137.and adjusted by the National Geodetic Survey in June 1991..
 DN0137
 DN0137.The geoid height was determined by GEOID03.
 DN0137
 DN0137.The dynamic height is computed by dividing the NAVD 88
 DN0137.geopotential number by the normal gravity value computed on the
 DN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0137.degrees latitude (g = 980.6199 gals.).
 DN0137
 DN0137.The modeled gravity was interpolated from observed gravity values.
 DN0137
 DN0137;                    North         East    Units  Estimated Accuracy
 DN0137;SPC TXNC     - 2,157,420.      812,070.      MT  (+/- 180 meters Scaled)
 DN0137
 DN0137                          SUPERSEDED SURVEY CONTROL
 DN0137
 DN0137  NGVD 29 (??/??/92)  161.264  (m)          529.08   (f) ADJ UNCH    1 2
 DN0137
 DN0137.Superseded values are not recommended for survey control.
 DN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0137.See file dsdata.txt to determine how the superseded data were derived.
 DN0137
 DN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB587619(NAD 83)
 DN0137_MARKER: DB = BENCH MARK DISK
 DN0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0137_SP_SET: FOUNDATION
 DN0137_STAMPING: W 922 1946
 DN0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0137
 DN0137  HISTORY     - Date     Condition        Report By
 DN0137  HISTORY     - 1946     MONUMENTED       CGS
 DN0137  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0137  HISTORY     - 19940422 MARK NOT FOUND   USPSQD
 DN0137
 DN0137                          STATION DESCRIPTION
 DN0137
 DN0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0137'IN CADDO MILLS.
 DN0137'THE MARK IS SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 DN0137'FOUNDATION OF THE NORTHEAST LEG OF THE CITY WATER TOWER, AND ABOUT 8
 DN0137'INCHES ABOVE THE GROUND.
 DN0137
 DN0137                          STATION RECOVERY (1986)
 DN0137
 DN0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0137'MARK NOT FOUND.
 DN0137
 DN0137                          STATION RECOVERY (1994)
 DN0137
 DN0137'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1331 ***********************************************************************
 CS1331  DESIGNATION -  W 923
 CS1331  PID         -  CS1331
 CS1331  STATE/COUNTY-  TX/DALLAS
 CS1331  USGS QUAD   -  ADDISON (1981)
 CS1331
 CS1331                         *CURRENT SURVEY CONTROL
 CS1331  ___________________________________________________________________
 CS1331* NAD 83(1986)-  32 52 40.     (N)    096 45 39.     (W)     SCALED    
 CS1331* NAVD 88     -       167.329  (meters)     548.98   (feet)  ADJUSTED  
 CS1331  ___________________________________________________________________
 CS1331  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CS1331  DYNAMIC HT  -         167.140 (meters)     548.36  (feet)  COMP
 CS1331  MODELED GRAV-     979,508.4   (mgal)                       NAVD 88
 CS1331
 CS1331  VERT ORDER  -  SECOND    CLASS 0
 CS1331
 CS1331.The horizontal coordinates were scaled from a topographic map and have
 CS1331.an estimated accuracy of +/- 6 seconds.
 CS1331
 CS1331.The orthometric height was determined by differential leveling
 CS1331.and adjusted by the National Geodetic Survey in June 1991..
 CS1331
 CS1331.The geoid height was determined by GEOID03.
 CS1331
 CS1331.The dynamic height is computed by dividing the NAVD 88
 CS1331.geopotential number by the normal gravity value computed on the
 CS1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1331.degrees latitude (g = 980.6199 gals.).
 CS1331
 CS1331.The modeled gravity was interpolated from observed gravity values.
 CS1331
 CS1331;                    North         East    Units  Estimated Accuracy
 CS1331;SPC TXNC     - 2,135,650.      762,730.      MT  (+/- 180 meters Scaled)
 CS1331
 CS1331                          SUPERSEDED SURVEY CONTROL
 CS1331
 CS1331  NGVD 29 (??/??/92)  167.341  (m)          549.02   (f) ADJ UNCH    2 0
 CS1331
 CS1331.Superseded values are not recommended for survey control.
 CS1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1331.See file dsdata.txt to determine how the superseded data were derived.
 CS1331
 CS1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB094399(NAD 83)
 CS1331_MARKER: DB = BENCH MARK DISK
 CS1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1331_STAMPING: W 923 1946
 CS1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1331+STABILITY: SURFACE MOTION
 CS1331
 CS1331  HISTORY     - Date     Condition        Report By
 CS1331  HISTORY     - 1946     MONUMENTED       CGS
 CS1331
 CS1331                          STATION DESCRIPTION
 CS1331
 CS1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1331'0.5 MI N FROM VICKERY.
 CS1331'0.5 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT VICKERY.
 CS1331'THE MARK IS SET IN FRONT OF A TWO STORY WHITE HOUSE.  51.9 FEET
 CS1331'SOUTHWEST OF THE NORTHEAST CORNER OF OF A CONCRETE WALL, 31.2 FEET
 CS1331'EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET SOUTH OF THE CENTER
 CS1331'LINE OF A PRIVATE DRIVE, 2 FEET EAST OF A WHITE 4X4 MARKER POST.  A
 CS1331'BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1334 ***********************************************************************
 CS1334  DESIGNATION -  W 924
 CS1334  PID         -  CS1334
 CS1334  STATE/COUNTY-  TX/DALLAS
 CS1334  USGS QUAD   -  ROWLETT (1973)
 CS1334
 CS1334                         *CURRENT SURVEY CONTROL
 CS1334  ___________________________________________________________________
 CS1334* NAD 83(1986)-  32 58 25.     (N)    096 34 01.     (W)     SCALED    
 CS1334* NAVD 88     -       151.096  (meters)     495.72   (feet)  ADJUSTED  
 CS1334  ___________________________________________________________________
 CS1334  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CS1334  DYNAMIC HT  -         150.931 (meters)     495.18  (feet)  COMP
 CS1334  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 CS1334
 CS1334  VERT ORDER  -  SECOND    CLASS 0
 CS1334
 CS1334.The horizontal coordinates were scaled from a topographic map and have
 CS1334.an estimated accuracy of +/- 6 seconds.
 CS1334
 CS1334.The orthometric height was determined by differential leveling
 CS1334.and adjusted by the National Geodetic Survey in June 1991..
 CS1334
 CS1334.The geoid height was determined by GEOID03.
 CS1334
 CS1334.The dynamic height is computed by dividing the NAVD 88
 CS1334.geopotential number by the normal gravity value computed on the
 CS1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1334.degrees latitude (g = 980.6199 gals.).
 CS1334
 CS1334.The modeled gravity was interpolated from observed gravity values.
 CS1334
 CS1334;                    North         East    Units  Estimated Accuracy
 CS1334;SPC TXNC     - 2,146,590.      780,670.      MT  (+/- 180 meters Scaled)
 CS1334
 CS1334                          SUPERSEDED SURVEY CONTROL
 CS1334
 CS1334  NGVD 29 (??/??/92)  151.108  (m)          495.76   (f) ADJ UNCH    2 0
 CS1334
 CS1334.Superseded values are not recommended for survey control.
 CS1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1334.See file dsdata.txt to determine how the superseded data were derived.
 CS1334
 CS1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB273509(NAD 83)
 CS1334_MARKER: DB = BENCH MARK DISK
 CS1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1334_STAMPING: W 924 1946
 CS1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1334+STABILITY: SURFACE MOTION
 CS1334
 CS1334  HISTORY     - Date     Condition        Report By
 CS1334  HISTORY     - 1946     MONUMENTED       CGS
 CS1334  HISTORY     - 1964     GOOD             NGS
 CS1334  HISTORY     - 19910628 GOOD             USPSQD
 CS1334  HISTORY     - 20030921 GOOD             INDIV
 CS1334
 CS1334                          STATION DESCRIPTION
 CS1334
 CS1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1334'3.6 MI SW FROM WYLIE.
 CS1334'3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE CITY WATER TOWER
 CS1334'AT WYLIE, 49.2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 140 FEET
 CS1334'NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE, 3.8 FEET EAST OF
 CS1334'A TELEPHONE POLE, 12.6 FEET EAST OF AN 8 INCH OAK TREE, 2 FEET SOUTH
 CS1334'OF A WIRE FENCE, AND 2.7 FEET WEST OF REFERENCE POST.  NOTE-- THE
 CS1334'HIGHWAY HAS BEEN CHANGED AND THE ROUTE ALONG THE BENCH MARK IS NOW
 CS1334'SACHSE ROAD.  THE REFERENCE POST IS GONE.  NOTE-- TO REACH FROM THE
 CS1334'JUNCTION OF FARM ROAD 544 AND STATE HIGHWAY 78 IN WYLIE, GO SOUTH ON
 CS1334'FARM ROAD 544 FOR 0.45 MILE TO A CROSSROAD, (FARM ROAD 544 TURNS
 CS1334'LEFT.) KEEP STRAIGHT AHEAD, GO 1.25 MILES TO ROAD FORK.  TAKE RIGHT
 CS1334'FORK, SACHSE ROAD, GO 1.95 MILES TO BENCH MARK.
 CS1334
 CS1334                          STATION RECOVERY (1991)
 CS1334
 CS1334'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1334'RECOVERED IN GOOD CONDITION.
 CS1334
 CS1334                          STATION RECOVERY (2003)
 CS1334
 CS1334'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GOE)
 CS1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0191 ***********************************************************************
 DN0191  DESIGNATION -  W 925
 DN0191  PID         -  DN0191
 DN0191  STATE/COUNTY-  TX/COLLIN
 DN0191  USGS QUAD   -  FARMERSVILLE (1962)
 DN0191
 DN0191                         *CURRENT SURVEY CONTROL
 DN0191  ___________________________________________________________________
 DN0191* NAD 83(1986)-  33 10 09.     (N)    096 22 30.     (W)     SCALED    
 DN0191* NAVD 88     -       184.571  (meters)     605.55   (feet)  ADJUSTED  
 DN0191  ___________________________________________________________________
 DN0191  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DN0191  DYNAMIC HT  -         184.370 (meters)     604.89  (feet)  COMP
 DN0191  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 DN0191
 DN0191  VERT ORDER  -  SECOND    CLASS 0
 DN0191
 DN0191.The horizontal coordinates were scaled from a topographic map and have
 DN0191.an estimated accuracy of +/- 6 seconds.
 DN0191
 DN0191.The orthometric height was determined by differential leveling
 DN0191.and adjusted by the National Geodetic Survey in June 1991..
 DN0191
 DN0191.The geoid height was determined by GEOID03.
 DN0191
 DN0191.The dynamic height is computed by dividing the NAVD 88
 DN0191.geopotential number by the normal gravity value computed on the
 DN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0191.degrees latitude (g = 980.6199 gals.).
 DN0191
 DN0191.The modeled gravity was interpolated from observed gravity values.
 DN0191
 DN0191;                    North         East    Units  Estimated Accuracy
 DN0191;SPC TXNC     - 2,168,620.      798,170.      MT  (+/- 180 meters Scaled)
 DN0191
 DN0191                          SUPERSEDED SURVEY CONTROL
 DN0191
 DN0191  NGVD 29 (??/??/92)  184.582  (m)          605.58   (f) ADJ UNCH    2 0
 DN0191
 DN0191.Superseded values are not recommended for survey control.
 DN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0191.See file dsdata.txt to determine how the superseded data were derived.
 DN0191
 DN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB447731(NAD 83)
 DN0191_MARKER: DB = BENCH MARK DISK
 DN0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0191_SP_SET: CULVERT
 DN0191_STAMPING: W 925 1946
 DN0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0191
 DN0191  HISTORY     - Date     Condition        Report By
 DN0191  HISTORY     - 1946     MONUMENTED       CGS
 DN0191  HISTORY     - 19940711 GOOD             USPSQD
 DN0191
 DN0191                          STATION DESCRIPTION
 DN0191
 DN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0191'0.9 MI W FROM FARMERSVILLE.
 DN0191'0.9 MILE WEST ALONG THE OLD ROADBED OF THE ABANDONED LOUISIANA,
 DN0191'ARKANSAS AND TEXAS RAILWAY FROM THE POST OFFICE AT FARMERSVILLE,
 DN0191'COLLIN COUNTY, AT A CONCRETE CULVERT UNDER THE OLD ROADBED, IN THE TOP
 DN0191'OF THE WEST END OF THE SOUTH HEADWALL, AND ABOUT 8 INCHES HIGHER THAN
 DN0191'THE OLD ROADBED.  A STANDARD DISK, STAMPED W 925 1946.
 DN0191
 DN0191                          STATION RECOVERY (1994)
 DN0191
 DN0191'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0132 ***********************************************************************
 DN0132  DESIGNATION -  W 926
 DN0132  PID         -  DN0132
 DN0132  STATE/COUNTY-  TX/HUNT
 DN0132  USGS QUAD   -  JOSEPHINE (1963)
 DN0132
 DN0132                         *CURRENT SURVEY CONTROL
 DN0132  ___________________________________________________________________
 DN0132* NAD 83(1986)-  33 00 43.     (N)    096 17 13.     (W)     SCALED    
 DN0132* NAVD 88     -       173.766  (meters)     570.10   (feet)  ADJUSTED  
 DN0132  ___________________________________________________________________
 DN0132  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 DN0132  DYNAMIC HT  -         173.576 (meters)     569.47  (feet)  COMP
 DN0132  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 DN0132
 DN0132  VERT ORDER  -  FIRST     CLASS II
 DN0132
 DN0132.The horizontal coordinates were scaled from a topographic map and have
 DN0132.an estimated accuracy of +/- 6 seconds.
 DN0132
 DN0132.The orthometric height was determined by differential leveling
 DN0132.and adjusted by the National Geodetic Survey in June 1991..
 DN0132
 DN0132.The geoid height was determined by GEOID03.
 DN0132
 DN0132.The dynamic height is computed by dividing the NAVD 88
 DN0132.geopotential number by the normal gravity value computed on the
 DN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0132.degrees latitude (g = 980.6199 gals.).
 DN0132
 DN0132.The modeled gravity was interpolated from observed gravity values.
 DN0132
 DN0132;                    North         East    Units  Estimated Accuracy
 DN0132;SPC TXNC     - 2,151,360.      806,750.      MT  (+/- 180 meters Scaled)
 DN0132
 DN0132                          SUPERSEDED SURVEY CONTROL
 DN0132
 DN0132  NGVD 29 (??/??/92)  173.713  (m)          569.92   (f) ADJ UNCH    1 2
 DN0132
 DN0132.Superseded values are not recommended for survey control.
 DN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0132.See file dsdata.txt to determine how the superseded data were derived.
 DN0132
 DN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB534558(NAD 83)
 DN0132_MARKER: DB = BENCH MARK DISK
 DN0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0132_SP_SET: CONCRETE POST
 DN0132_STAMPING: W 926 1946
 DN0132_MARK LOGO: CGS   
 DN0132_PROJECTION: PROJECTING 30 CENTIMETERS
 DN0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0132+STABILITY: SURFACE MOTION
 DN0132
 DN0132  HISTORY     - Date     Condition        Report By
 DN0132  HISTORY     - 1946     MONUMENTED       CGS
 DN0132  HISTORY     - 1986     GOOD             NGS
 DN0132  HISTORY     - 19940421 GOOD             USPSQD
 DN0132
 DN0132                          STATION DESCRIPTION
 DN0132
 DN0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0132'3.7 MI NE FROM ROYCE CITY.
 DN0132'3.7 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0132'THE STATION AT ROYCE CITY.  94.3 FEET NORTHEAST OF THE CENTER OF A
 DN0132'RAILROAD CROSSING, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 41.2
 DN0132'FEET EAST OF THE EAST RAIL, 36 FEET NORTH OF A TELEPHONE POLE, 3.6
 DN0132'FEET NORTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP
 DN0132'OF A CONCRETE POST.
 DN0132
 DN0132                          STATION RECOVERY (1986)
 DN0132
 DN0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0132'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.1 KM (5.05
 DN0132'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH FARM
 DN0132'ROAD 36 IN CADDO MILLS, 83.8 M (274.9 FT) SOUTHEAST OF THE CENTERLINE
 DN0132'OF THE HIGHWAY, 14.3 M (46.9 FT) NORTH OF THE CENTER OF A GRAVELED
 DN0132'ROAD, 12.6 M (41.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE MISSOURI
 DN0132'KANSAS TEXAS RAILROAD, AND 2.2 M (7.2 FT) NORTHWEST OF A FENCE.
 DN0132'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 DN0132'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DN0132
 DN0132                          STATION RECOVERY (1994)
 DN0132
 DN0132'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0024 ***********************************************************************
 CS0024  DESIGNATION -  W 927
 CS0024  PID         -  CS0024
 CS0024  STATE/COUNTY-  TX/HUNT
 CS0024  USGS QUAD   -  QUINLAN (1979)
 CS0024
 CS0024                         *CURRENT SURVEY CONTROL
 CS0024  ___________________________________________________________________
 CS0024* NAD 83(1986)-  32 59 11.     (N)    096 10 11.     (W)     SCALED    
 CS0024* NAVD 88     -       150.931  (meters)     495.18   (feet)  ADJUSTED  
 CS0024  ___________________________________________________________________
 CS0024  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0024  DYNAMIC HT  -         150.766 (meters)     494.64  (feet)  COMP
 CS0024  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 CS0024
 CS0024  VERT ORDER  -  SECOND    CLASS 0
 CS0024
 CS0024.The horizontal coordinates were scaled from a topographic map and have
 CS0024.an estimated accuracy of +/- 6 seconds.
 CS0024
 CS0024.The orthometric height was determined by differential leveling
 CS0024.and adjusted by the National Geodetic Survey in June 1991..
 CS0024
 CS0024.The geoid height was determined by GEOID03.
 CS0024
 CS0024.The dynamic height is computed by dividing the NAVD 88
 CS0024.geopotential number by the normal gravity value computed on the
 CS0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0024.degrees latitude (g = 980.6199 gals.).
 CS0024
 CS0024.The modeled gravity was interpolated from observed gravity values.
 CS0024
 CS0024;                    North         East    Units  Estimated Accuracy
 CS0024;SPC TXNC     - 2,148,760.      817,760.      MT  (+/- 180 meters Scaled)
 CS0024
 CS0024                          SUPERSEDED SURVEY CONTROL
 CS0024
 CS0024  NGVD 29 (??/??/92)  150.92   (m)          495.1    (f) COMPUTED    2 0
 CS0024
 CS0024.Superseded values are not recommended for survey control.
 CS0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0024.See file dsdata.txt to determine how the superseded data were derived.
 CS0024
 CS0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB644533(NAD 83)
 CS0024_MARKER: DB = BENCH MARK DISK
 CS0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0024_STAMPING: W 927 1946
 CS0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0024+STABILITY: SURFACE MOTION
 CS0024
 CS0024  HISTORY     - Date     Condition        Report By
 CS0024  HISTORY     - 1946     MONUMENTED       CGS
 CS0024  HISTORY     - 1975     POOR             USGS
 CS0024  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0024
 CS0024                          STATION DESCRIPTION
 CS0024
 CS0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0024'5.0 MI SW FROM CASH.
 CS0024'5.0 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE GRADE SCHOOL AT CASH,
 CS0024'IN THE SOUTHWEST CORNER OF A FARMYARD, 88 FEET SOUTHWEST OF THE
 CS0024'SOUTHWEST CORNER OF THE FARMHOUSE, 55 FEET WEST OF A MAILBOX, 30 FEET
 CS0024'NORTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET EAST OF A
 CS0024'NORTH-AND-SOUTH FENCE, AND 3.4 FEET NORTH OF A WHITE WOODEN WITNESS
 CS0024'POST.  A STANDARD DISK, STAMPED W 927 1946 AND SET IN THE TOP OF A
 CS0024'CONCRETE POST.
 CS0024
 CS0024                          STATION RECOVERY (1975)
 CS0024
 CS0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CS0024'MARK RECOVERED IN POOR CONDITION.
 CS0024
 CS0024                          STATION RECOVERY (1994)
 CS0024
 CS0024'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0044 ***********************************************************************
 CS0044  DESIGNATION -  W 928
 CS0044  PID         -  CS0044
 CS0044  STATE/COUNTY-  TX/HUNT
 CS0044  USGS QUAD   -  QUINLAN (1979)
 CS0044
 CS0044                         *CURRENT SURVEY CONTROL
 CS0044  ___________________________________________________________________
 CS0044* NAD 83(1986)-  32 54 35.     (N)    096 11 33.     (W)     SCALED    
 CS0044* NAVD 88     -       158.736  (meters)     520.79   (feet)  ADJUSTED  
 CS0044  ___________________________________________________________________
 CS0044  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0044  DYNAMIC HT  -         158.562 (meters)     520.22  (feet)  COMP
 CS0044  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 CS0044
 CS0044  VERT ORDER  -  SECOND    CLASS 0
 CS0044
 CS0044.The horizontal coordinates were scaled from a topographic map and have
 CS0044.an estimated accuracy of +/- 6 seconds.
 CS0044
 CS0044.The orthometric height was determined by differential leveling
 CS0044.and adjusted by the National Geodetic Survey in June 1991..
 CS0044
 CS0044.The geoid height was determined by GEOID03.
 CS0044
 CS0044.The dynamic height is computed by dividing the NAVD 88
 CS0044.geopotential number by the normal gravity value computed on the
 CS0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0044.degrees latitude (g = 980.6199 gals.).
 CS0044
 CS0044.The modeled gravity was interpolated from observed gravity values.
 CS0044
 CS0044;                    North         East    Units  Estimated Accuracy
 CS0044;SPC TXNC     - 2,140,210.      815,820.      MT  (+/- 180 meters Scaled)
 CS0044
 CS0044                          SUPERSEDED SURVEY CONTROL
 CS0044
 CS0044  NGVD 29 (??/??/92)  158.73   (m)          520.8    (f) COMPUTED    2 0
 CS0044
 CS0044.Superseded values are not recommended for survey control.
 CS0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0044.See file dsdata.txt to determine how the superseded data were derived.
 CS0044
 CS0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB625447(NAD 83)
 CS0044_MARKER: DB = BENCH MARK DISK
 CS0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0044_STAMPING: W 928 1946
 CS0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0044+STABILITY: SURFACE MOTION
 CS0044
 CS0044  HISTORY     - Date     Condition        Report By
 CS0044  HISTORY     - 1946     MONUMENTED       CGS
 CS0044  HISTORY     - 1975     MARK NOT FOUND   USGS
 CS0044  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0044
 CS0044                          STATION DESCRIPTION
 CS0044
 CS0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0044'3.2 MI W FROM QUINLAN.
 CS0044'3.2 MILES WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC STATION
 CS0044'AT QUINLAN, AT STRINGTOWN GRADE SCHOOL, 270 FEET SOUTHEAST OF THE
 CS0044'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 41 FEET NORTH OF THE
 CS0044'CENTERLINE OF THE ROAD, 4 FEET EAST OF A FENCE CORNER, AND 2 FEET WEST
 CS0044'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED W 928 1946
 CS0044'AND SET IN THE TOP OF A CONCRETE POST.
 CS0044
 CS0044                          STATION RECOVERY (1975)
 CS0044
 CS0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CS0044'MARK NOT FOUND.
 CS0044
 CS0044                          STATION RECOVERY (1994)
 CS0044
 CS0044'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0046 ***********************************************************************
 AJ0046  DESIGNATION -  W 93
 AJ0046  PID         -  AJ0046
 AJ0046  STATE/COUNTY-  TX/DUVAL
 AJ0046  USGS QUAD   -  BENAVIDES NW (1968)
 AJ0046
 AJ0046                         *CURRENT SURVEY CONTROL
 AJ0046  ___________________________________________________________________
 AJ0046* NAD 83(1986)-  27 39 29.     (N)    098 22 39.     (W)     SCALED    
 AJ0046* NAVD 88     -       136.610  (meters)     448.19   (feet)  ADJUSTED  
 AJ0046  ___________________________________________________________________
 AJ0046  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ0046  DYNAMIC HT  -         136.396 (meters)     447.49  (feet)  COMP
 AJ0046  MODELED GRAV-     979,079.6   (mgal)                       NAVD 88
 AJ0046
 AJ0046  VERT ORDER  -  FIRST     CLASS II
 AJ0046
 AJ0046.The horizontal coordinates were scaled from a topographic map and have
 AJ0046.an estimated accuracy of +/- 6 seconds.
 AJ0046
 AJ0046.The orthometric height was determined by differential leveling
 AJ0046.and adjusted by the National Geodetic Survey in June 1991..
 AJ0046
 AJ0046.The geoid height was determined by GEOID03.
 AJ0046
 AJ0046.The dynamic height is computed by dividing the NAVD 88
 AJ0046.geopotential number by the normal gravity value computed on the
 AJ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0046.degrees latitude (g = 980.6199 gals.).
 AJ0046
 AJ0046.The modeled gravity was interpolated from observed gravity values.
 AJ0046
 AJ0046;                    North         East    Units  Estimated Accuracy
 AJ0046;SPC TX S     - 5,220,640.      312,090.      MT  (+/- 180 meters Scaled)
 AJ0046
 AJ0046                          SUPERSEDED SURVEY CONTROL
 AJ0046
 AJ0046  NGVD 29 (??/??/92)  136.672  (m)          448.40   (f) ADJ UNCH    1 2
 AJ0046
 AJ0046.Superseded values are not recommended for survey control.
 AJ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0046.See file dsdata.txt to determine how the superseded data were derived.
 AJ0046
 AJ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR613594(NAD 83)
 AJ0046_MARKER: DB = BENCH MARK DISK
 AJ0046_SETTING: 0 = UNSPECIFIED SETTING
 AJ0046_STAMPING: W 93 1932 448.398
 AJ0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0046
 AJ0046  HISTORY     - Date     Condition        Report By
 AJ0046  HISTORY     - 1932     MONUMENTED       CGS
 AJ0046  HISTORY     - 1933     GOOD             NGS
 AJ0046  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0046
 AJ0046                          STATION DESCRIPTION
 AJ0046
 AJ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0046'5.8 MI E FROM BENAVIDES.
 AJ0046'ON THE TEXAS-MEXICAN RR. 200 FT. W OF MILE POST 97.  30 FT. S OF
 AJ0046'TRACK.
 AJ0046
 AJ0046                          STATION RECOVERY (1968)
 AJ0046
 AJ0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0277 ***********************************************************************
 DN0277  DESIGNATION -  W 930
 DN0277  PID         -  DN0277
 DN0277  STATE/COUNTY-  TX/COLLIN
 DN0277  USGS QUAD   -  FRISCO (1981)
 DN0277
 DN0277                         *CURRENT SURVEY CONTROL
 DN0277  ___________________________________________________________________
 DN0277* NAD 83(1986)-  33 10 12.     (N)    096 49 25.     (W)     SCALED    
 DN0277* NAVD 88     -       195.588  (meters)     641.69   (feet)  ADJUSTED  
 DN0277  ___________________________________________________________________
 DN0277  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DN0277  DYNAMIC HT  -         195.373 (meters)     640.99  (feet)  COMP
 DN0277  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 DN0277
 DN0277  VERT ORDER  -  SECOND    CLASS 0
 DN0277
 DN0277.The horizontal coordinates were scaled from a topographic map and have
 DN0277.an estimated accuracy of +/- 6 seconds.
 DN0277
 DN0277.The orthometric height was determined by differential leveling
 DN0277.and adjusted by the National Geodetic Survey in June 1991..
 DN0277
 DN0277.The geoid height was determined by GEOID03.
 DN0277
 DN0277.The dynamic height is computed by dividing the NAVD 88
 DN0277.geopotential number by the normal gravity value computed on the
 DN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0277.degrees latitude (g = 980.6199 gals.).
 DN0277
 DN0277.The modeled gravity was interpolated from observed gravity values.
 DN0277
 DN0277;                    North         East    Units  Estimated Accuracy
 DN0277;SPC TXNC     - 2,167,950.      756,340.      MT  (+/- 180 meters Scaled)
 DN0277
 DN0277                          SUPERSEDED SURVEY CONTROL
 DN0277
 DN0277  NGVD 29 (??/??/92)  195.600  (m)          641.73   (f) ADJ UNCH    2 0
 DN0277
 DN0277.Superseded values are not recommended for survey control.
 DN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0277.See file dsdata.txt to determine how the superseded data were derived.
 DN0277
 DN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB029722(NAD 83)
 DN0277_MARKER: DB = BENCH MARK DISK
 DN0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0277_STAMPING: W 930 1946
 DN0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0277+STABILITY: SURFACE MOTION
 DN0277
 DN0277  HISTORY     - Date     Condition        Report By
 DN0277  HISTORY     - 1946     MONUMENTED       CGS
 DN0277  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0277  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0277
 DN0277                          STATION DESCRIPTION
 DN0277
 DN0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0277'1.4 MI N FROM FRISCO.
 DN0277'1.4 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM
 DN0277'THE STATION AT FRISCO.  150 YARDS EAST OF A SMALL UNPAINTED FARM
 DN0277'HOUSE, 2 1/2 POLES SOUTH OF MILE POST 684.10, 49 FEET SOUTHEAST OF THE
 DN0277'CENTER OF A PRIVATE RAILROAD CROSSING, 44 FEET EAST OF THE CENTER LINE
 DN0277'OF THE RAILROAD, 9 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 2 FEET
 DN0277'WEST OF A FENCE, 1.5 FEET NORTH OF A WHITE 4 X 4 MARKER POST.  A
 DN0277'BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0277
 DN0277                          STATION RECOVERY (1994)
 DN0277
 DN0277'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0277'MARK NOT FOUND.
 DN0277
 DN0277                          STATION RECOVERY (2005)
 DN0277
 DN0277'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1768 ***********************************************************************
 CS1768  DESIGNATION -  W 931 RESET 1959
 CS1768  PID         -  CS1768
 CS1768  STATE/COUNTY-  TX/TARRANT
 CS1768  USGS QUAD   -  HALTOM CITY (1981)
 CS1768
 CS1768                         *CURRENT SURVEY CONTROL
 CS1768  ___________________________________________________________________
 CS1768* NAD 83(1986)-  32 47 43.     (N)    097 18 30.     (W)     SCALED    
 CS1768* NAVD 88     -       183.02   (+/-2cm)     600.5    (feet)  VERTCON   
 CS1768  ___________________________________________________________________
 CS1768  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS1768
 CS1768  VERT ORDER  -  THIRD (See Below)
 CS1768
 CS1768.The horizontal coordinates were scaled from a topographic map and have
 CS1768.an estimated accuracy of +/- 6 seconds.
 CS1768
 CS1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1768.The vertical order pertains to the NGVD 29 superseded value.
 CS1768
 CS1768.The geoid height was determined by GEOID03.
 CS1768
 CS1768;                    North         East    Units  Estimated Accuracy
 CS1768;SPC TXNC     - 2,125,780.      711,610.      MT  (+/- 180 meters Scaled)
 CS1768
 CS1768                          SUPERSEDED SURVEY CONTROL
 CS1768
 CS1768  NGVD 29 (01/29/03)  183.01   (m)          600.4    (f) RESET       3  
 CS1768
 CS1768.Superseded values are not recommended for survey control.
 CS1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1768.See file dsdata.txt to determine how the superseded data were derived.
 CS1768
 CS1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB584298(NAD 83)
 CS1768_MARKER: DB = BENCH MARK DISK
 CS1768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1768_SP_SET: STORM SEWER
 CS1768_STAMPING: W 931 RESET 1959
 CS1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1768
 CS1768  HISTORY     - Date     Condition        Report By
 CS1768  HISTORY     - 1959     MONUMENTED       CGS
 CS1768  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1768  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1768
 CS1768                          STATION DESCRIPTION
 CS1768
 CS1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CS1768'IN FORT WORTH.
 CS1768'ABOUT 3.0 MILES NORTHEAST OF THE COUNTY COURT HOUSE, IN FORT WORTH, IN
 CS1768'THE NORTHWEST CORNER OF THE INTERSECTION OF EAST 28TH STREET AND
 CS1768'SYLVANIA, IN THE WEST END OF A CONCRETE STORM SEWER INTAKE, 1 FOOT
 CS1768'SOUTHWEST OF THE MANHOLE AND 6 INCHES NORTH OF THE NORTH CURB OF 28TH.
 CS1768'IT IS 17 YARDS WEST OF THE CENTERLINE OF SYLVANIA AND 10 YARDS NORTH
 CS1768'OF THE CENTERLINE OF 28TH NEAR THE SOUTHEAST CORNER OF THE CENTURY
 CS1768'CLUB.  A DISK CEMENTED IN A DRILL HOLE AND STAMPED W 931 RESET 1959.
 CS1768
 CS1768                          STATION RECOVERY (1984)
 CS1768
 CS1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1768'MARK NOT FOUND.
 CS1768
 CS1768                          STATION RECOVERY (1996)
 CS1768
 CS1768'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1688 ***********************************************************************
 CS1688  DESIGNATION -  W 932 RESET 1958
 CS1688  PID         -  CS1688
 CS1688  STATE/COUNTY-  TX/TARRANT
 CS1688  USGS QUAD   -  FORT WORTH (1981)
 CS1688
 CS1688                         *CURRENT SURVEY CONTROL
 CS1688  ___________________________________________________________________
 CS1688* NAD 83(1986)-  32 42 20.     (N)    097 20 02.     (W)     SCALED    
 CS1688* NAVD 88     -       211.019  (meters)     692.32   (feet)  ADJUSTED  
 CS1688  ___________________________________________________________________
 CS1688  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS1688  DYNAMIC HT  -         210.771 (meters)     691.50  (feet)  COMP
 CS1688  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 CS1688
 CS1688  VERT ORDER  -  FIRST     CLASS II
 CS1688
 CS1688.The horizontal coordinates were scaled from a topographic map and have
 CS1688.an estimated accuracy of +/- 6 seconds.
 CS1688
 CS1688.The orthometric height was determined by differential leveling
 CS1688.and adjusted by the National Geodetic Survey in June 1991..
 CS1688
 CS1688.The geoid height was determined by GEOID03.
 CS1688
 CS1688.The dynamic height is computed by dividing the NAVD 88
 CS1688.geopotential number by the normal gravity value computed on the
 CS1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1688.degrees latitude (g = 980.6199 gals.).
 CS1688
 CS1688.The modeled gravity was interpolated from observed gravity values.
 CS1688
 CS1688;                    North         East    Units  Estimated Accuracy
 CS1688;SPC TXNC     - 2,115,810.      709,320.      MT  (+/- 180 meters Scaled)
 CS1688
 CS1688                          SUPERSEDED SURVEY CONTROL
 CS1688
 CS1688  NGVD 29 (??/??/92)  211.021  (m)          692.32   (f) ADJ UNCH    1 2
 CS1688
 CS1688.Superseded values are not recommended for survey control.
 CS1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1688.See file dsdata.txt to determine how the superseded data were derived.
 CS1688
 CS1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB561198(NAD 83)
 CS1688_MARKER: DB = BENCH MARK DISK
 CS1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1688_STAMPING: W 932 RESET 1958
 CS1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1688+STABILITY: SURFACE MOTION
 CS1688
 CS1688  HISTORY     - Date     Condition        Report By
 CS1688  HISTORY     - 1958     MONUMENTED       CGS
 CS1688  HISTORY     - 1966     GOOD             NGS
 CS1688  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1688  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1688
 CS1688                          STATION DESCRIPTION
 CS1688
 CS1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS1688'IN FORT WORTH.
 CS1688'ABOUT 3.6 MILES SOUTH OF THE COUNTY COURT HOUSE IN FORT WORTH, IN THE
 CS1688'NORTHEAST CORNER OF CAPPS PARK AND IN THE SOUTHWEST CORNER OF THE
 CS1688'INTERSECTION OF WEST BERRY STREET AND LIPSCOMB STREET, AT THE SOUTH
 CS1688'END OF A SHRUB BED.  IT IS 13 YARDS WEST OF THE CENTERLINE OF LIPSCOMB
 CS1688'AND 40 YARDS SOUTH OF THE CENTERLINE OF BERRY, A STANDARD DISK STAMPED
 CS1688'W 932 RESET 1958 IN A CONCRETE POST SET FLUSH WITH THE SURFACE OF THE
 CS1688'GROUND.
 CS1688
 CS1688                          STATION RECOVERY (1966)
 CS1688
 CS1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1688'RECOVERED IN GOOD CONDITION.
 CS1688
 CS1688                          STATION RECOVERY (1989)
 CS1688
 CS1688'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWM)
 CS1688'MARK NOT FOUND.
 CS1688
 CS1688                          STATION RECOVERY (1991)
 CS1688
 CS1688'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0136 ***********************************************************************
 BZ0136  DESIGNATION -  W 933
 BZ0136  PID         -  BZ0136
 BZ0136  STATE/COUNTY-  TX/FREESTONE
 BZ0136  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0136
 BZ0136                         *CURRENT SURVEY CONTROL
 BZ0136  ___________________________________________________________________
 BZ0136* NAD 83(1986)-  31 37 33.     (N)    096 17 07.     (W)     SCALED    
 BZ0136* NAVD 88     -       150.47   (+/-2cm)     493.7    (feet)  VERTCON   
 BZ0136  ___________________________________________________________________
 BZ0136  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0136
 BZ0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0136
 BZ0136.The horizontal coordinates were scaled from a topographic map and have
 BZ0136.an estimated accuracy of +/- 6 seconds.
 BZ0136
 BZ0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0136.The vertical order pertains to the NGVD 29 superseded value.
 BZ0136
 BZ0136.The geoid height was determined by GEOID03.
 BZ0136
 BZ0136;                    North         East    Units  Estimated Accuracy
 BZ0136;SPC TX C     - 3,224,180.    1,083,950.      MT  (+/- 180 meters Scaled)
 BZ0136
 BZ0136                          SUPERSEDED SURVEY CONTROL
 BZ0136
 BZ0136  NGVD 29 (??/??/92)  150.458  (m)          493.63   (f) ADJ UNCH    2 0
 BZ0136
 BZ0136.Superseded values are not recommended for survey control.
 BZ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0136.See file dsdata.txt to determine how the superseded data were derived.
 BZ0136
 BZ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA575021(NAD 83)
 BZ0136_MARKER: DB = BENCH MARK DISK
 BZ0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0136_SP_SET: BUILDING
 BZ0136_STAMPING: W 933 1948
 BZ0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0136+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ0136
 BZ0136  HISTORY     - Date     Condition        Report By
 BZ0136  HISTORY     - 1948     MONUMENTED       CGS
 BZ0136  HISTORY     - 1976     GOOD
 BZ0136  HISTORY     - 20020824 GOOD             USPSQD
 BZ0136
 BZ0136                          STATION DESCRIPTION
 BZ0136
 BZ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0136'IN TEAGUE.
 BZ0136'AT TEAGUE, IN THE WEST WALL OF THE BURLINGTON-ROCK ISLAND RAILROAD
 BZ0136'STATION, 22.0 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 22.0 FEET
 BZ0136'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 18.4 FEET NORTH OF THE
 BZ0136'CENTER OF THE MAIN ENTRANCE TO THE STATION, 2.2 FEET NORTH OF THE
 BZ0136'SOUTHWEST CORNER OF THE WAITING ROOM, 3.9 FEET ABOVE THE GROUND AND
 BZ0136'SET VERTICALLY.
 BZ0136
 BZ0136                          STATION RECOVERY (1976)
 BZ0136
 BZ0136'RECOVERED 1976
 BZ0136'RECOVERED IN GOOD CONDITION.
 BZ0136
 BZ0136                          STATION RECOVERY (2002)
 BZ0136
 BZ0136'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0103 ***********************************************************************
 BZ0103  DESIGNATION -  W 935
 BZ0103  PID         -  BZ0103
 BZ0103  STATE/COUNTY-  TX/FREESTONE
 BZ0103  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0103
 BZ0103                         *CURRENT SURVEY CONTROL
 BZ0103  ___________________________________________________________________
 BZ0103* NAD 83(1986)-  31 40 23.     (N)    096 18 54.     (W)     SCALED    
 BZ0103* NAVD 88     -       158.249  (meters)     519.19   (feet)  ADJUSTED  
 BZ0103  ___________________________________________________________________
 BZ0103  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 BZ0103  DYNAMIC HT  -         158.060 (meters)     518.57  (feet)  COMP
 BZ0103  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 BZ0103
 BZ0103  VERT ORDER  -  SECOND    CLASS 0
 BZ0103
 BZ0103.The horizontal coordinates were scaled from a topographic map and have
 BZ0103.an estimated accuracy of +/- 6 seconds.
 BZ0103
 BZ0103.The orthometric height was determined by differential leveling
 BZ0103.and adjusted by the National Geodetic Survey in June 1991..
 BZ0103
 BZ0103.The geoid height was determined by GEOID03.
 BZ0103
 BZ0103.The dynamic height is computed by dividing the NAVD 88
 BZ0103.geopotential number by the normal gravity value computed on the
 BZ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0103.degrees latitude (g = 980.6199 gals.).
 BZ0103
 BZ0103.The modeled gravity was interpolated from observed gravity values.
 BZ0103
 BZ0103;                    North         East    Units  Estimated Accuracy
 BZ0103;SPC TX C     - 3,229,310.    1,080,940.      MT  (+/- 180 meters Scaled)
 BZ0103
 BZ0103                          SUPERSEDED SURVEY CONTROL
 BZ0103
 BZ0103  NGVD 29 (??/??/92)  158.236  (m)          519.15   (f) ADJ UNCH    2 0
 BZ0103
 BZ0103.Superseded values are not recommended for survey control.
 BZ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0103.See file dsdata.txt to determine how the superseded data were derived.
 BZ0103
 BZ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA545073(NAD 83)
 BZ0103_MARKER: DB = BENCH MARK DISK
 BZ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0103_STAMPING: W 935 1948
 BZ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0103+STABILITY: SURFACE MOTION
 BZ0103
 BZ0103  HISTORY     - Date     Condition        Report By
 BZ0103  HISTORY     - 1948     MONUMENTED       CGS
 BZ0103  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0103
 BZ0103                          STATION DESCRIPTION
 BZ0103
 BZ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0103'3.7 MI NW FROM TEAGUE.
 BZ0103'1.65 MILES NORTHWEST ALONG U.S. HIGHWAY NO.84 FROM THE POST OFFICE AT
 BZ0103'TEAGUE, THENCE 2.05 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 400.0
 BZ0103'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SIMSBORO STATION OF THE
 BZ0103'MAGNOLIA PIPE LINE COMPANY, 126.7 FEET SOUTHWEST OF THE NORTHWEST
 BZ0103'CORNER OF A WOVEN WIRE FENCE SURROUNDING AN ELECTRIC POWER SUB
 BZ0103'STATION, 37.3 FEET NORTHEAST AND ABOUT 3.0 FEET ABOVE THE CENTER OF
 BZ0103'THE ROAD, 11.9 FEET SOUTHEAST OF THE CENTER OF A STEEL GATE AND A
 BZ0103'DRIVEWAY, 1.6 FEET NORTHWEST OF A WITNESS POST, 1.4 FEET SOUTHWEST OF
 BZ0103'A BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0103'0.5 FOOT ABOVE GROUND.
 BZ0103
 BZ0103                          STATION RECOVERY (2002)
 BZ0103
 BZ0103'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BZ0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0057 ***********************************************************************
 BZ0057  DESIGNATION -  W 936
 BZ0057  PID         -  BZ0057
 BZ0057  STATE/COUNTY-  TX/FREESTONE
 BZ0057  USGS QUAD   -  KIRVIN (1982)
 BZ0057
 BZ0057                         *CURRENT SURVEY CONTROL
 BZ0057  ___________________________________________________________________
 BZ0057* NAD 83(1986)-  31 45 40.     (N)    096 20 55.     (W)     SCALED    
 BZ0057* NAVD 88     -       122.594  (meters)     402.21   (feet)  ADJUSTED  
 BZ0057  ___________________________________________________________________
 BZ0057  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 BZ0057  DYNAMIC HT  -         122.449 (meters)     401.73  (feet)  COMP
 BZ0057  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 BZ0057
 BZ0057  VERT ORDER  -  SECOND    CLASS 0
 BZ0057
 BZ0057.The horizontal coordinates were scaled from a topographic map and have
 BZ0057.an estimated accuracy of +/- 6 seconds.
 BZ0057
 BZ0057.The orthometric height was determined by differential leveling
 BZ0057.and adjusted by the National Geodetic Survey in June 1991..
 BZ0057
 BZ0057.The geoid height was determined by GEOID03.
 BZ0057
 BZ0057.The dynamic height is computed by dividing the NAVD 88
 BZ0057.geopotential number by the normal gravity value computed on the
 BZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0057.degrees latitude (g = 980.6199 gals.).
 BZ0057
 BZ0057.The modeled gravity was interpolated from observed gravity values.
 BZ0057
 BZ0057;                    North         East    Units  Estimated Accuracy
 BZ0057;SPC TX C     - 3,238,950.    1,077,410.      MT  (+/- 180 meters Scaled)
 BZ0057
 BZ0057                          SUPERSEDED SURVEY CONTROL
 BZ0057
 BZ0057  NGVD 29 (??/??/92)  122.582  (m)          402.17   (f) ADJ UNCH    2 0
 BZ0057
 BZ0057.Superseded values are not recommended for survey control.
 BZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0057.See file dsdata.txt to determine how the superseded data were derived.
 BZ0057
 BZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA511170(NAD 83)
 BZ0057_MARKER: DB = BENCH MARK DISK
 BZ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0057_STAMPING: W 936 1948
 BZ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0057+STABILITY: SURFACE MOTION
 BZ0057
 BZ0057  HISTORY     - Date     Condition        Report By
 BZ0057  HISTORY     - 1948     MONUMENTED       CGS
 BZ0057
 BZ0057                          STATION DESCRIPTION
 BZ0057
 BZ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0057'1.65 MI SW FROM KIRVIN.
 BZ0057'0.65 MILE SOUTH ALONG SPUR HIGHWAY NO.156 FROM THE RAILROAD STATION AT
 BZ0057'KIRVIN, THENCE 1.0 MILE WEST ALONG FARM HIGHWAY NO.27, MIDWAY BETWEEN
 BZ0057'THE TOP OF A PROMINENT HILL AND A WOODEN HIGHWAY BRIDGE, 51.3 FEET
 BZ0057'SOUTH AND ABOUT 2.0 FEET BELOW THE CENTER OF THE ROAD, 10.8 FEET WEST
 BZ0057'OF THE CENTER OF A WOODEN GATE AND A FIELD ENTRANCE, 1.7 FEET EAST OF
 BZ0057'A WITNESS POST, 1.0 FOOT NORTH OF A BARB WIRE FENCE AND SET IN THE TOP
 BZ0057'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0115 ***********************************************************************
 BZ0115  DESIGNATION -  W 937
 BZ0115  PID         -  BZ0115
 BZ0115  STATE/COUNTY-  TX/FREESTONE
 BZ0115  USGS QUAD   -  KIRVIN (1982)
 BZ0115
 BZ0115                         *CURRENT SURVEY CONTROL
 BZ0115  ___________________________________________________________________
 BZ0115* NAD 83(1986)-  31 48 43.     (N)    096 19 36.     (W)     SCALED    
 BZ0115* NAVD 88     -       117.926  (meters)     386.90   (feet)  ADJUSTED  
 BZ0115  ___________________________________________________________________
 BZ0115  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0115  DYNAMIC HT  -         117.787 (meters)     386.44  (feet)  COMP
 BZ0115  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 BZ0115
 BZ0115  VERT ORDER  -  SECOND    CLASS 0
 BZ0115
 BZ0115.The horizontal coordinates were scaled from a topographic map and have
 BZ0115.an estimated accuracy of +/- 6 seconds.
 BZ0115
 BZ0115.The orthometric height was determined by differential leveling
 BZ0115.and adjusted by the National Geodetic Survey in June 1991..
 BZ0115
 BZ0115.The geoid height was determined by GEOID03.
 BZ0115
 BZ0115.The dynamic height is computed by dividing the NAVD 88
 BZ0115.geopotential number by the normal gravity value computed on the
 BZ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0115.degrees latitude (g = 980.6199 gals.).
 BZ0115
 BZ0115.The modeled gravity was interpolated from observed gravity values.
 BZ0115
 BZ0115;                    North         East    Units  Estimated Accuracy
 BZ0115;SPC TX C     - 3,244,660.    1,079,280.      MT  (+/- 180 meters Scaled)
 BZ0115
 BZ0115                          SUPERSEDED SURVEY CONTROL
 BZ0115
 BZ0115  NGVD 29 (??/??/92)  117.914  (m)          386.86   (f) ADJ UNCH    2 0
 BZ0115
 BZ0115.Superseded values are not recommended for survey control.
 BZ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0115.See file dsdata.txt to determine how the superseded data were derived.
 BZ0115
 BZ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA530227(NAD 83)
 BZ0115_MARKER: DB = BENCH MARK DISK
 BZ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0115_STAMPING: W 937 1948
 BZ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0115+STABILITY: SURFACE MOTION
 BZ0115
 BZ0115  HISTORY     - Date     Condition        Report By
 BZ0115  HISTORY     - 1948     MONUMENTED       CGS
 BZ0115  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0115
 BZ0115                          STATION DESCRIPTION
 BZ0115
 BZ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0115'4.95 MI S FROM STREETMAN.
 BZ0115'4.95 MILES SOUTH ALONG THE STREETMAN-KIRVIN DIRT ROAD FROM THE FIRST
 BZ0115'NATIONAL BANK AT STREETMAN, 0.15 MILE SOUTH OF A DIRT T-ROAD LEADING
 BZ0115'EAST, 47.0 FEET NORTH OF THE NORTHEAST CORNER OF A WOODEN BRIDGE, 22.0
 BZ0115'FEET NORTHWEST AND ABOUT 2.5 FEET ABOVE THE CENTER OF THE ROAD, 4.5
 BZ0115'FEET SOUTH OF AN 8-INCH ELM TREE, 1.5 FEET EAST OF A BARB WIRE FENCE,
 BZ0115'1.0 FEET NORTH OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 BZ0115'WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
 BZ0115
 BZ0115                          STATION RECOVERY (2002)
 BZ0115
 BZ0115'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0595 ***********************************************************************
 BZ0595  DESIGNATION -  W 938
 BZ0595  PID         -  BZ0595
 BZ0595  STATE/COUNTY-  TX/LIMESTONE
 BZ0595  USGS QUAD   -  COOLIDGE (1978)
 BZ0595
 BZ0595                         *CURRENT SURVEY CONTROL
 BZ0595  ___________________________________________________________________
 BZ0595* NAD 83(1986)-  31 47 23.     (N)    096 41 25.     (W)     SCALED    
 BZ0595* NAVD 88     -       150.137  (meters)     492.57   (feet)  ADJUSTED  
 BZ0595  ___________________________________________________________________
 BZ0595  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BZ0595  DYNAMIC HT  -         149.958 (meters)     491.99  (feet)  COMP
 BZ0595  MODELED GRAV-     979,445.6   (mgal)                       NAVD 88
 BZ0595
 BZ0595  VERT ORDER  -  FIRST     CLASS II
 BZ0595
 BZ0595.The horizontal coordinates were scaled from a topographic map and have
 BZ0595.an estimated accuracy of +/- 6 seconds.
 BZ0595
 BZ0595.The orthometric height was determined by differential leveling
 BZ0595.and adjusted by the National Geodetic Survey in June 1991..
 BZ0595.WARNING-Repeat measurements at this control monument indicate possible
 BZ0595.vertical movement.
 BZ0595
 BZ0595.The geoid height was determined by GEOID03.
 BZ0595
 BZ0595.The dynamic height is computed by dividing the NAVD 88
 BZ0595.geopotential number by the normal gravity value computed on the
 BZ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0595.degrees latitude (g = 980.6199 gals.).
 BZ0595
 BZ0595.The modeled gravity was interpolated from observed gravity values.
 BZ0595
 BZ0595;                    North         East    Units  Estimated Accuracy
 BZ0595;SPC TX C     - 3,241,010.    1,044,960.      MT  (+/- 180 meters Scaled)
 BZ0595
 BZ0595                          SUPERSEDED SURVEY CONTROL
 BZ0595
 BZ0595  NGVD 29 (??/??/92)  149.987  (m)          492.08   (f) ADJ UNCH    1 2
 BZ0595
 BZ0595.Superseded values are not recommended for survey control.
 BZ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0595.See file dsdata.txt to determine how the superseded data were derived.
 BZ0595
 BZ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA186194(NAD 83)
 BZ0595_MARKER: DB = BENCH MARK DISK
 BZ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0595_STAMPING: W 938 1948
 BZ0595_PROJECTION: PROJECTING 10 CENTIMETERS
 BZ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0595+STABILITY: SURFACE MOTION
 BZ0595
 BZ0595  HISTORY     - Date     Condition        Report By
 BZ0595  HISTORY     - 1948     MONUMENTED       CGS
 BZ0595  HISTORY     - 1952     GOOD             NGS
 BZ0595  HISTORY     - 1980     POOR             NGS
 BZ0595  HISTORY     - 19950715 GOOD             USPSQD
 BZ0595
 BZ0595                          STATION DESCRIPTION
 BZ0595
 BZ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0595'3.52 MI NW FROM COOLIDGE.
 BZ0595'3.52 MILES NORTHWEST ALONG STATE HIGHWAY NO. 171 FROM THE OLD
 BZ0595'BURLINGTON-ROCK ISLAND RAILROAD STATION BUILDING AT COOLIDGE, AT THE
 BZ0595'SUMMIT OF A HILL, BETWEEN THE HIGHWAY AND THE OLD RAILROAD BED, AT THE
 BZ0595'TOP OF A RAILROAD CUT, ABOUT 100.0 FEET NORTHEAST OF A SMALL WHITE
 BZ0595'FARMHOUSE, 48.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.0
 BZ0595'FOOT SOUTHWEST OF A FENCE, 2.7 FEET NORTHWEST OF A REFERENCE POST, SET
 BZ0595'IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BZ0595
 BZ0595                          STATION RECOVERY (1952)
 BZ0595
 BZ0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BZ0595'RECOVERED IN GOOD CONDITION.
 BZ0595
 BZ0595                          STATION RECOVERY (1980)
 BZ0595
 BZ0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0595'12.8 KM. (7.95 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE
 BZ0595'JUNCTION OF STATE HIGHWAY 31 IN HUBBARD, AT THE SUMMIT OF A HIGH HILL,
 BZ0595'30.5 M. (100 FT.) EAST-NORTHEAST AND ACROSS THE HIGHWAY FROM A
 BZ0595'SMALL ABANDONED WOOD FARM HOUSE, 14.6 M. (48.0 FT.) NORTHEAST OF THE
 BZ0595'CENTERLINE OF THE HIGHWAY, 0.3 M. (1.0 FT.) SOUTHWEST OF A FENCE.
 BZ0595'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BZ0595'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BZ0595
 BZ0595                          STATION RECOVERY (1995)
 BZ0595
 BZ0595'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0673 ***********************************************************************
 BZ0673  DESIGNATION -  W 939
 BZ0673  PID         -  BZ0673
 BZ0673  STATE/COUNTY-  TX/NAVARRO
 BZ0673  USGS QUAD   -  UNION HIGH (1965)
 BZ0673
 BZ0673                         *CURRENT SURVEY CONTROL
 BZ0673  ___________________________________________________________________
 BZ0673* NAD 83(1986)-  31 49 17.     (N)    096 33 16.     (W)     SCALED    
 BZ0673* NAVD 88     -       121.601  (meters)     398.95   (feet)  ADJUSTED  
 BZ0673  ___________________________________________________________________
 BZ0673  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BZ0673  DYNAMIC HT  -         121.457 (meters)     398.48  (feet)  COMP
 BZ0673  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 BZ0673
 BZ0673  VERT ORDER  -  SECOND    CLASS 0
 BZ0673
 BZ0673.The horizontal coordinates were scaled from a topographic map and have
 BZ0673.an estimated accuracy of +/- 6 seconds.
 BZ0673
 BZ0673.The orthometric height was determined by differential leveling
 BZ0673.and adjusted by the National Geodetic Survey in June 1991..
 BZ0673
 BZ0673.The geoid height was determined by GEOID03.
 BZ0673
 BZ0673.The dynamic height is computed by dividing the NAVD 88
 BZ0673.geopotential number by the normal gravity value computed on the
 BZ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0673.degrees latitude (g = 980.6199 gals.).
 BZ0673
 BZ0673.The modeled gravity was interpolated from observed gravity values.
 BZ0673
 BZ0673;                    North         East    Units  Estimated Accuracy
 BZ0673;SPC TXNC     - 2,018,860.      784,210.      MT  (+/- 180 meters Scaled)
 BZ0673
 BZ0673                          SUPERSEDED SURVEY CONTROL
 BZ0673
 BZ0673  NGVD 29 (??/??/92)  121.584  (m)          398.90   (f) ADJ UNCH    2 0
 BZ0673
 BZ0673.Superseded values are not recommended for survey control.
 BZ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0673.See file dsdata.txt to determine how the superseded data were derived.
 BZ0673
 BZ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA314232(NAD 83)
 BZ0673_MARKER: DB = BENCH MARK DISK
 BZ0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0673_STAMPING: W 939 1948
 BZ0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0673+STABILITY: SURFACE MOTION
 BZ0673
 BZ0673  HISTORY     - Date     Condition        Report By
 BZ0673  HISTORY     - 1948     MONUMENTED       CGS
 BZ0673  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0673
 BZ0673                          STATION DESCRIPTION
 BZ0673
 BZ0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0673'7.25 MI NW FROM WORTHAM.
 BZ0673'1.6 MILES WEST ALONG A GRAVELED ROAD FROM THE ASSEMBLY OF GOD CHURCH
 BZ0673'AT THE WEST EDGE OF WORTHAM, THENCE 0.8 MILE NORTH ALONG A GRADED DIRT
 BZ0673'ROAD, THENCE 1.8 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 BZ0673'MILE SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.1 MILES NORTHWEST
 BZ0673'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTHWEST ALONG A GRADED
 BZ0673'DIRT ROAD, THENCE 0.25 MILE NORTHWEST ALONG AN ABANDONED ROADBED, 83.0
 BZ0673'FEET SOUTHEAST OF THE CENTER LINE OF A SMALL CREEK, 16.0 FEET
 BZ0673'SOUTHWEST OF THE CENTER LINE OF THE OLD ROADBED, 2.7 FEET NORTHWEST OF
 BZ0673'A REFERENCE POST, 0.8 FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A
 BZ0673'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BZ0673
 BZ0673                          STATION RECOVERY (2002)
 BZ0673
 BZ0673'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0865 ***********************************************************************
 AJ0865  DESIGNATION -  W 94
 AJ0865  PID         -  AJ0865
 AJ0865  STATE/COUNTY-  TX/WEBB
 AJ0865  USGS QUAD   -  MIRANDO CITY (1980)
 AJ0865
 AJ0865                         *CURRENT SURVEY CONTROL
 AJ0865  ___________________________________________________________________
 AJ0865* NAD 83(1986)-  27 27 20.     (N)    099 06 19.     (W)     SCALED    
 AJ0865* NAVD 88     -       172.775  (meters)     566.85   (feet)  ADJUSTED  
 AJ0865  ___________________________________________________________________
 AJ0865  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AJ0865  DYNAMIC HT  -         172.500 (meters)     565.94  (feet)  COMP
 AJ0865  MODELED GRAV-     979,051.9   (mgal)                       NAVD 88
 AJ0865
 AJ0865  VERT ORDER  -  FIRST     CLASS II
 AJ0865
 AJ0865.The horizontal coordinates were scaled from a topographic map and have
 AJ0865.an estimated accuracy of +/- 6 seconds.
 AJ0865
 AJ0865.The orthometric height was determined by differential leveling
 AJ0865.and adjusted by the National Geodetic Survey in June 1991..
 AJ0865.WARNING-Repeat measurements at this control monument indicate possible
 AJ0865.vertical movement.
 AJ0865
 AJ0865.The geoid height was determined by GEOID03.
 AJ0865
 AJ0865.The dynamic height is computed by dividing the NAVD 88
 AJ0865.geopotential number by the normal gravity value computed on the
 AJ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0865.degrees latitude (g = 980.6199 gals.).
 AJ0865
 AJ0865.The modeled gravity was interpolated from observed gravity values.
 AJ0865
 AJ0865;                    North         East    Units  Estimated Accuracy
 AJ0865;SPC TX S     - 5,198,340.      240,170.      MT  (+/- 180 meters Scaled)
 AJ0865
 AJ0865                          SUPERSEDED SURVEY CONTROL
 AJ0865
 AJ0865  NGVD 29 (??/??/92)  172.786  (m)          566.88   (f) ADJ UNCH    1 2
 AJ0865
 AJ0865.Superseded values are not recommended for survey control.
 AJ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0865.See file dsdata.txt to determine how the superseded data were derived.
 AJ0865
 AJ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR895368(NAD 83)
 AJ0865_MARKER: DB = BENCH MARK DISK
 AJ0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0865_SP_SET: PIER
 AJ0865_STAMPING: W 94 1933 550.668
 AJ0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0865
 AJ0865  HISTORY     - Date     Condition        Report By
 AJ0865  HISTORY     - 1933     MONUMENTED       CGS
 AJ0865  HISTORY     - 1943     GOOD             NGS
 AJ0865  HISTORY     - 1974     GOOD             NGS
 AJ0865
 AJ0865                          STATION DESCRIPTION
 AJ0865
 AJ0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0865'1.1 MI W FROM AGUILARES.
 AJ0865'TO REACH FROM THE POST OFFICE AT AGUILARES, PROCEED 1.1 MILE WESTERLY
 AJ0865'ALONG THE TEX-MEX RAILROAD TO A HIGHWAY OVER PASS AND SITE OF BENCH
 AJ0865'MARK.  BENCH MARK IS SET VERTICALLY ON THE SOUTHEAST PIER OF OVER
 AJ0865'PASS.  IT IS 4 1/2 TELEGRAPH POLES WEST OF MILE POST NO. 30, 15.0 FEET
 AJ0865'NORTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF TRACK. NOTE-- THIS
 AJ0865'BENCH MARK IS DESCRIBED IN THE PUBLISHED DESCRIPTION AS BEING 1.8
 AJ0865'MILES WEST OF AGUILARES, AND 3700.0 FEET WEST OF MILE POST NO. 30.
 AJ0865
 AJ0865                          STATION RECOVERY (1974)
 AJ0865
 AJ0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AJ0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0716 ***********************************************************************
 CR0716  DESIGNATION -  W 940
 CR0716  PID         -  CR0716
 CR0716  STATE/COUNTY-  TX/VAN ZANDT
 CR0716  USGS QUAD   -  BEN WHEELER (1984)
 CR0716
 CR0716                         *CURRENT SURVEY CONTROL
 CR0716  ___________________________________________________________________
 CR0716* NAD 83(1986)-  32 23 39.     (N)    095 40 30.     (W)     SCALED    
 CR0716* NAVD 88     -       154.071  (meters)     505.48   (feet)  ADJUSTED  
 CR0716  ___________________________________________________________________
 CR0716  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0716  DYNAMIC HT  -         153.892 (meters)     504.89  (feet)  COMP
 CR0716  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 CR0716
 CR0716  VERT ORDER  -  SECOND    CLASS 0
 CR0716
 CR0716.The horizontal coordinates were scaled from a topographic map and have
 CR0716.an estimated accuracy of +/- 6 seconds.
 CR0716
 CR0716.The orthometric height was determined by differential leveling
 CR0716.and adjusted by the National Geodetic Survey in June 1991..
 CR0716
 CR0716.The geoid height was determined by GEOID03.
 CR0716
 CR0716.The dynamic height is computed by dividing the NAVD 88
 CR0716.geopotential number by the normal gravity value computed on the
 CR0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0716.degrees latitude (g = 980.6199 gals.).
 CR0716
 CR0716.The modeled gravity was interpolated from observed gravity values.
 CR0716
 CR0716;                    North         East    Units  Estimated Accuracy
 CR0716;SPC TXNC     - 2,084,250.      865,750.      MT  (+/- 180 meters Scaled)
 CR0716
 CR0716                          SUPERSEDED SURVEY CONTROL
 CR0716
 CR0716  NGVD 29 (??/??/92)  154.085  (m)          505.53   (f) ADJ UNCH    2 0
 CR0716
 CR0716.Superseded values are not recommended for survey control.
 CR0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0716.See file dsdata.txt to determine how the superseded data were derived.
 CR0716
 CR0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR483872(NAD 83)
 CR0716_MARKER: DB = BENCH MARK DISK
 CR0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0716_STAMPING: W 940 1948
 CR0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0716+STABILITY: SURFACE MOTION
 CR0716
 CR0716  HISTORY     - Date     Condition        Report By
 CR0716  HISTORY     - 1948     MONUMENTED       CGS
 CR0716  HISTORY     - 1949     GOOD             NGS
 CR0716  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0716  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0716
 CR0716                          STATION DESCRIPTION
 CR0716
 CR0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0716'4.55 MI SE FROM BEN WHEELER.
 CR0716'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0716'WHEELER, THENCE 2.05 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.25 MILE
 CR0716'NORTH OF A JUNCTION WITH A ROAD LEADING WEST, 210.0 FEET NORTH OF THE
 CR0716'NORTHWEST CORNER OF A SMALL WOODEN CULVERT, 28.0 FEET WEST OF THE
 CR0716'CENTER LINE OF THE ROAD, 5.3 FEET NORTH OF A 14-INCH OAK TREE, 1.4
 CR0716'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CR0716'WHICH IS FLUSH WITH THE GROUND.
 CR0716
 CR0716                          STATION RECOVERY (1949)
 CR0716
 CR0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CR0716'RECOVERED IN GOOD CONDITION.
 CR0716
 CR0716                          STATION RECOVERY (1995)
 CR0716
 CR0716'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0716'MARK NOT FOUND.
 CR0716
 CR0716                          STATION RECOVERY (2004)
 CR0716
 CR0716'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1870 ***********************************************************************
 CS1870  DESIGNATION -  W 941
 CS1870  PID         -  CS1870
 CS1870  STATE/COUNTY-  TX/TARRANT
 CS1870  USGS QUAD   -  KELLER (1981)
 CS1870
 CS1870                         *CURRENT SURVEY CONTROL
 CS1870  ___________________________________________________________________
 CS1870* NAD 83(1986)-  32 58 26.     (N)    097 19 55.     (W)     SCALED    
 CS1870* NAVD 88     -       206.633  (meters)     677.93   (feet)  ADJUSTED  
 CS1870  ___________________________________________________________________
 CS1870  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS1870  DYNAMIC HT  -         206.390 (meters)     677.13  (feet)  COMP
 CS1870  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 CS1870
 CS1870  VERT ORDER  -  SECOND    CLASS 0
 CS1870
 CS1870.The horizontal coordinates were scaled from a topographic map and have
 CS1870.an estimated accuracy of +/- 6 seconds.
 CS1870
 CS1870.The orthometric height was determined by differential leveling
 CS1870.and adjusted by the National Geodetic Survey in June 1991..
 CS1870
 CS1870.The geoid height was determined by GEOID03.
 CS1870
 CS1870.The dynamic height is computed by dividing the NAVD 88
 CS1870.geopotential number by the normal gravity value computed on the
 CS1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1870.degrees latitude (g = 980.6199 gals.).
 CS1870
 CS1870.The modeled gravity was interpolated from observed gravity values.
 CS1870
 CS1870;                    North         East    Units  Estimated Accuracy
 CS1870;SPC TXNC     - 2,145,560.      709,180.      MT  (+/- 180 meters Scaled)
 CS1870
 CS1870                          SUPERSEDED SURVEY CONTROL
 CS1870
 CS1870  NGVD 29 (??/??/92)  206.626  (m)          677.91   (f) ADJ UNCH    2 0
 CS1870
 CS1870.Superseded values are not recommended for survey control.
 CS1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1870.See file dsdata.txt to determine how the superseded data were derived.
 CS1870
 CS1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB558496(NAD 83)
 CS1870_MARKER: DB = BENCH MARK DISK
 CS1870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1870_SP_SET: CULVERT
 CS1870_STAMPING: W 941 1946
 CS1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1870
 CS1870  HISTORY     - Date     Condition        Report By
 CS1870  HISTORY     - 1946     MONUMENTED       CGS
 CS1870  HISTORY     - 1990     GOOD             USPSQD
 CS1870  HISTORY     - 20020808 MARK NOT FOUND   GEOCAC
 CS1870
 CS1870                          STATION DESCRIPTION
 CS1870
 CS1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1870'0.9 MI E FROM HASLET.
 CS1870'TO REACH FROM THE SANTA FE RAILROAD STATION AT HASLET GO EASTERLY 0.9
 CS1870'MILE ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS 10.0 FEET
 CS1870'NORTH OF AND ABOUT 0.5 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD,
 CS1870'ON TOP OF THE WEST END OF THE NORTH HEADWALL OF A 10 X 10 FT. CONCRETE
 CS1870'CULVERT.  A BRONZE DISK STAMPED W 941 1946 SET IN A DRILL HOLE IN
 CS1870'CONCRETE.
 CS1870
 CS1870                          STATION RECOVERY (1990)
 CS1870
 CS1870'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJD)
 CS1870'RECOVERED IN GOOD CONDITION.
 CS1870
 CS1870                          STATION RECOVERY (2002)
 CS1870
 CS1870'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1933 ***********************************************************************
 CS1933  DESIGNATION -  W 942
 CS1933  PID         -  CS1933
 CS1933  STATE/COUNTY-  TX/TARRANT
 CS1933  USGS QUAD   -  HALTOM CITY (1981)
 CS1933
 CS1933                         *CURRENT SURVEY CONTROL
 CS1933  ___________________________________________________________________
 CS1933* NAD 83(1986)-  32 50 26.     (N)    097 15 50.     (W)     SCALED    
 CS1933* NAVD 88     -       167.983  (meters)     551.12   (feet)  ADJUSTED  
 CS1933  ___________________________________________________________________
 CS1933  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS1933  DYNAMIC HT  -         167.787 (meters)     550.48  (feet)  COMP
 CS1933  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 CS1933
 CS1933  VERT ORDER  -  SECOND    CLASS 0
 CS1933
 CS1933.The horizontal coordinates were scaled from a topographic map and have
 CS1933.an estimated accuracy of +/- 6 seconds.
 CS1933
 CS1933.The orthometric height was determined by differential leveling
 CS1933.and adjusted by the National Geodetic Survey in June 1991..
 CS1933
 CS1933.The geoid height was determined by GEOID03.
 CS1933
 CS1933.The dynamic height is computed by dividing the NAVD 88
 CS1933.geopotential number by the normal gravity value computed on the
 CS1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1933.degrees latitude (g = 980.6199 gals.).
 CS1933
 CS1933.The modeled gravity was interpolated from observed gravity values.
 CS1933
 CS1933;                    North         East    Units  Estimated Accuracy
 CS1933;SPC TXNC     - 2,130,850.      715,710.      MT  (+/- 180 meters Scaled)
 CS1933
 CS1933                          SUPERSEDED SURVEY CONTROL
 CS1933
 CS1933  NGVD 29 (??/??/92)  167.973  (m)          551.09   (f) ADJ UNCH    2 0
 CS1933
 CS1933.Superseded values are not recommended for survey control.
 CS1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1933.See file dsdata.txt to determine how the superseded data were derived.
 CS1933
 CS1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB624349(NAD 83)
 CS1933_MARKER: DB = BENCH MARK DISK
 CS1933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1933_SP_SET: ABUTMENT
 CS1933_STAMPING: W 942 1946
 CS1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1933
 CS1933  HISTORY     - Date     Condition        Report By
 CS1933  HISTORY     - 1946     MONUMENTED       CGS
 CS1933  HISTORY     - 1962     GOOD             NGS
 CS1933  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1933  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1933
 CS1933                          STATION DESCRIPTION
 CS1933
 CS1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1933'6.5 MI S FROM KELLER.
 CS1933'ABOUT 6.5 MILES SOUTH ALONG U.S. HIGHWAY 377 FROM THE FIRST BAPTIST
 CS1933'CHURCH AT KELLER, TARRANT COUNTY, 0.5 MILE NORTH OF AN UNDERPASS, AT A
 CS1933'CONCRETE BRIDGE OVER FOSSIL CREEK, IN THE TOP OF THE WEST END OF THE
 CS1933'SOUTH ABUTMENT, 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 CS1933'LEVEL WITH THE HIGHWAY.  A STANDARD DISK STAMPED W 942 1946.
 CS1933
 CS1933                          STATION RECOVERY (1990)
 CS1933
 CS1933'RECOVERY NOTE BY US POWER SQUADRON 1990 (LTS)
 CS1933'MARK NOT FOUND.
 CS1933
 CS1933                          STATION RECOVERY (1995)
 CS1933
 CS1933'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1915 ***********************************************************************
 CS1915  DESIGNATION -  W 945
 CS1915  PID         -  CS1915
 CS1915  STATE/COUNTY-  TX/DENTON
 CS1915  USGS QUAD   -  GRAPEVINE (1981)
 CS1915
 CS1915                         *CURRENT SURVEY CONTROL
 CS1915  ___________________________________________________________________
 CS1915* NAD 83(1986)-  32 59 16.     (N)    097 00 42.     (W)     SCALED    
 CS1915* NAVD 88     -       145.952  (meters)     478.84   (feet)  ADJUSTED  
 CS1915  ___________________________________________________________________
 CS1915  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CS1915  DYNAMIC HT  -         145.784 (meters)     478.29  (feet)  COMP
 CS1915  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 CS1915
 CS1915  VERT ORDER  -  SECOND    CLASS 0
 CS1915
 CS1915.The horizontal coordinates were scaled from a topographic map and have
 CS1915.an estimated accuracy of +/- 6 seconds.
 CS1915
 CS1915.The orthometric height was determined by differential leveling
 CS1915.and adjusted by the National Geodetic Survey in June 1991..
 CS1915
 CS1915.The geoid height was determined by GEOID03.
 CS1915
 CS1915.The dynamic height is computed by dividing the NAVD 88
 CS1915.geopotential number by the normal gravity value computed on the
 CS1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1915.degrees latitude (g = 980.6199 gals.).
 CS1915
 CS1915.The modeled gravity was interpolated from observed gravity values.
 CS1915
 CS1915;                    North         East    Units  Estimated Accuracy
 CS1915;SPC TXNC     - 2,147,480.      739,090.      MT  (+/- 180 meters Scaled)
 CS1915
 CS1915                          SUPERSEDED SURVEY CONTROL
 CS1915
 CS1915  NGVD 29 (??/??/92)  145.939  (m)          478.80   (f) ADJ UNCH    2 0
 CS1915
 CS1915.Superseded values are not recommended for survey control.
 CS1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1915.See file dsdata.txt to determine how the superseded data were derived.
 CS1915
 CS1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB857516(NAD 83)
 CS1915_MARKER: DB = BENCH MARK DISK
 CS1915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1915_SP_SET: ABUTMENT
 CS1915_STAMPING: W 945 1946
 CS1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1915
 CS1915  HISTORY     - Date     Condition        Report By
 CS1915  HISTORY     - 1946     MONUMENTED       CGS
 CS1915  HISTORY     - 1958     GOOD             NGS
 CS1915  HISTORY     - 1985     GOOD             LOCSUR
 CS1915  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1915  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 CS1915  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 CS1915  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1915
 CS1915                          STATION DESCRIPTION
 CS1915
 CS1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1915'5.5 MI NE FROM GRAPEVINE.
 CS1915'IN DENTON COUNTY, 5.5 MILES NORTHEAST OF GRAPEVINE, TARRANT COUNTY.
 CS1915'THIS BENCH MARK MAY BE REACHED FROM THE FIRST NATIONAL BANK BY GOING
 CS1915'0.2 MILE NORTH ALONG MAIN STREET, THENCE 0.8 MILE EAST ALONG STATE
 CS1915'HIGHWAY 114, AND THENCE 4.5 MILES NORTHEAST ALONG STATE HIGHWAY 121.
 CS1915'IT IS AT A CONCRETE BRIDGE OVER DENTON CREEK, IN THE TOP OF THE EAST
 CS1915'END OF THE NORTH ABUTMENT, 14 FEET EAST OF THE CENTERLINE OF THE
 CS1915'HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 CS1915'W 945 1946.
 CS1915
 CS1915                          STATION RECOVERY (1985)
 CS1915
 CS1915'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 CS1915'RECOVERED IN GOOD CONDITION.
 CS1915
 CS1915                          STATION RECOVERY (1990)
 CS1915
 CS1915'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 CS1915'MARK NOT FOUND.
 CS1915
 CS1915                          STATION RECOVERY (1995)
 CS1915
 CS1915'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1915'MARK NOT FOUND.
 CS1915
 CS1915                          STATION RECOVERY (1998)
 CS1915
 CS1915'RECOVERY NOTE BY US POWER SQUADRON 1998
 CS1915'MARK NOT FOUND.
 CS1915
 CS1915                          STATION RECOVERY (2005)
 CS1915
 CS1915'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0714 ***********************************************************************
 DN0714  DESIGNATION -  W 946
 DN0714  PID         -  DN0714
 DN0714  STATE/COUNTY-  TX/DENTON
 DN0714  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0714
 DN0714                         *CURRENT SURVEY CONTROL
 DN0714  ___________________________________________________________________
 DN0714* NAD 83(1986)-  33 07 03.     (N)    097 04 44.     (W)     SCALED    
 DN0714* NAVD 88     -       168.233  (meters)     551.94   (feet)  ADJUSTED  
 DN0714  ___________________________________________________________________
 DN0714  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DN0714  DYNAMIC HT  -         168.041 (meters)     551.31  (feet)  COMP
 DN0714  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 DN0714
 DN0714  VERT ORDER  -  SECOND    CLASS 0
 DN0714
 DN0714.The horizontal coordinates were scaled from a topographic map and have
 DN0714.an estimated accuracy of +/- 6 seconds.
 DN0714
 DN0714.The orthometric height was determined by differential leveling
 DN0714.and adjusted by the National Geodetic Survey in June 1991..
 DN0714
 DN0714.The geoid height was determined by GEOID03.
 DN0714
 DN0714.The dynamic height is computed by dividing the NAVD 88
 DN0714.geopotential number by the normal gravity value computed on the
 DN0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0714.degrees latitude (g = 980.6199 gals.).
 DN0714
 DN0714.The modeled gravity was interpolated from observed gravity values.
 DN0714
 DN0714;                    North         East    Units  Estimated Accuracy
 DN0714;SPC TXNC     - 2,161,780.      732,610.      MT  (+/- 180 meters Scaled)
 DN0714
 DN0714                          SUPERSEDED SURVEY CONTROL
 DN0714
 DN0714  NGVD 29 (??/??/92)  168.221  (m)          551.91   (f) ADJ UNCH    2 0
 DN0714
 DN0714.Superseded values are not recommended for survey control.
 DN0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0714.See file dsdata.txt to determine how the superseded data were derived.
 DN0714
 DN0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB792659(NAD 83)
 DN0714_MARKER: DB = BENCH MARK DISK
 DN0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0714_STAMPING: W 946 1946
 DN0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0714+STABILITY: SURFACE MOTION
 DN0714
 DN0714  HISTORY     - Date     Condition        Report By
 DN0714  HISTORY     - 1946     MONUMENTED       CGS
 DN0714  HISTORY     - 1959     GOOD             NGS
 DN0714  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 DN0714  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0714
 DN0714                          STATION DESCRIPTION
 DN0714
 DN0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0714'7.2 MI E FROM ARGYLE.
 DN0714'IT IS ON THE WEST SIDE OF LAKE DALLAS AND MUST BE APPROACHED FROM THE
 DN0714'WEST.  A NEW DESCRIPTION FOLLOWS.  TO REACH FROM ARGYLE.  GO EAST ON A
 DN0714'BLACKTOP ROAD FROM THE JUNCTION WITH THE HIGHWAY, 05.2 MILES TO THE
 DN0714'RAILROAD.  THEN BEAR RIGHT ON THE ROAD 0.2 MILE TO A FORK.  TAKE THE
 DN0714'LEFT FORK EAST ACROSS THE TRACKS AND GO EAST 01.2 MILES TO A T ROAD
 DN0714'RIGHT OR SOUTH.  THIS IS THE SITE OF V 946 WHICH HAS BEEN DESTROYED.
 DN0714'CONTINUE EAST ON THE MAIN ROAD 0.5 MILE TO A TURN TO THE LEFT OR
 DN0714'NORTH.  TURN LEFT AND GO NORTH 0.5 MILE TO A TURN TO THE RIGHT OR EAST
 DN0714'AND THE MARK.  THE MARK IS A STANDARD DISK STAMPED W 946 1946 IN THE
 DN0714'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS 18 INCHES
 DN0714'EAST OF A 4 X 4 POST, IN THE OPEN AREA OUTSIDE THE CURVE IN THE GRAVEL
 DN0714'ROAD WHICH LEADS EAST AND SOUTH, 23 YARDS EAST OF THE NORTH-SOUTH
 DN0714'FENCE AND ABOUT 20 FEET EAST OF THE EXTENSION TO THE NORTH OF THE EAST
 DN0714'RIGTH-OF-WAY FENCE OF THE SOUTH ROAD AND 1 FOOT SOUTH OF THE EXTENSION
 DN0714'TO THE WEST OF THE NORTH FENCE OF THE ROAD TO THE EAST.
 DN0714
 DN0714                          STATION RECOVERY (1995)
 DN0714
 DN0714'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0714'MARK NOT FOUND.
 DN0714
 DN0714                          STATION RECOVERY (2005)
 DN0714
 DN0714'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0729 ***********************************************************************
 DN0729  DESIGNATION -  W 947
 DN0729  PID         -  DN0729
 DN0729  STATE/COUNTY-  TX/DENTON
 DN0729  USGS QUAD   -  ARGYLE (1973)
 DN0729
 DN0729                         *CURRENT SURVEY CONTROL
 DN0729  ___________________________________________________________________
 DN0729* NAD 83(1986)-  33 01 53.     (N)    097 08 59.     (W)     SCALED    
 DN0729* NAVD 88     -       203.454  (meters)     667.50   (feet)  ADJUSTED  
 DN0729  ___________________________________________________________________
 DN0729  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DN0729  DYNAMIC HT  -         203.219 (meters)     666.73  (feet)  COMP
 DN0729  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 DN0729
 DN0729  VERT ORDER  -  SECOND    CLASS 0
 DN0729
 DN0729.The horizontal coordinates were scaled from a topographic map and have
 DN0729.an estimated accuracy of +/- 6 seconds.
 DN0729
 DN0729.The orthometric height was determined by differential leveling
 DN0729.and adjusted by the National Geodetic Survey in June 1991..
 DN0729
 DN0729.The geoid height was determined by GEOID03.
 DN0729
 DN0729.The dynamic height is computed by dividing the NAVD 88
 DN0729.geopotential number by the normal gravity value computed on the
 DN0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0729.degrees latitude (g = 980.6199 gals.).
 DN0729
 DN0729.The modeled gravity was interpolated from observed gravity values.
 DN0729
 DN0729;                    North         East    Units  Estimated Accuracy
 DN0729;SPC TXNC     - 2,152,140.      726,120.      MT  (+/- 180 meters Scaled)
 DN0729
 DN0729                          SUPERSEDED SURVEY CONTROL
 DN0729
 DN0729  NGVD 29 (??/??/92)  203.437  (m)          667.44   (f) ADJ UNCH    2 0
 DN0729
 DN0729.Superseded values are not recommended for survey control.
 DN0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0729.See file dsdata.txt to determine how the superseded data were derived.
 DN0729
 DN0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB727562(NAD 83)
 DN0729_MARKER: DB = BENCH MARK DISK
 DN0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0729_STAMPING: W 947 1946
 DN0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0729+STABILITY: SURFACE MOTION
 DN0729
 DN0729  HISTORY     - Date     Condition        Report By
 DN0729  HISTORY     - 1946     MONUMENTED       CGS
 DN0729  HISTORY     - 1960     GOOD             NGS
 DN0729  HISTORY     - 19920907 GOOD             USPSQD
 DN0729  HISTORY     - 19950629 GOOD             USPSQD
 DN0729
 DN0729                          STATION DESCRIPTION
 DN0729
 DN0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0729'8.0 MI NE FROM ROANOKE.
 DN0729'TO REACH THIS MARK FROM ROANOKE, GO NORTH ON U.S.HIGHWAY NO. 377, 3.6
 DN0729'MILES TO THE TOP OF THE GRADE ON THE NORTH SIDE OF THE LAKE.  THEN
 DN0729'TURN BACK TO THE RIGHT AND GO SOUTH AND EAST 3.4 MILES TO A Y
 DN0729'JUNCTION.  TAKE THE RIGHT FORK AND GO SOUTHEAST 0.9 MILE TO THE MARK
 DN0729'ON THE RIGHT.  THE MARK IS ABOUT 100 YARDS SOUTH OF AN OLD STORE AND
 DN0729'GAS PUMPS, 135 YARDS SOUTHWEST OF A STONE HOUSE, 34 FEET WEST OF THE
 DN0729'CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 DN0729'FENCE AND 1 FOOT NORTH OF A 4 X 4 POST.  A STANDARD DISK STAMPED W 947
 DN0729'1946 IN A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 DN0729
 DN0729                          STATION RECOVERY (1992)
 DN0729
 DN0729'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0729'RECOVERED IN GOOD CONDITION.
 DN0729
 DN0729                          STATION RECOVERY (1995)
 DN0729
 DN0729'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0321 ***********************************************************************
 DN0321  DESIGNATION -  W 948
 DN0321  PID         -  DN0321
 DN0321  STATE/COUNTY-  TX/DENTON
 DN0321  USGS QUAD   -  LITTLE ELM (1968)
 DN0321
 DN0321                         *CURRENT SURVEY CONTROL
 DN0321  ___________________________________________________________________
 DN0321* NAD 83(1986)-  33 13 54.     (N)    096 55 18.     (W)     SCALED    
 DN0321* NAVD 88     -       176.106  (meters)     577.77   (feet)  ADJUSTED  
 DN0321  ___________________________________________________________________
 DN0321  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DN0321  DYNAMIC HT  -         175.913 (meters)     577.14  (feet)  COMP
 DN0321  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 DN0321
 DN0321  VERT ORDER  -  SECOND    CLASS 0
 DN0321
 DN0321.The horizontal coordinates were scaled from a topographic map and have
 DN0321.an estimated accuracy of +/- 6 seconds.
 DN0321
 DN0321.The orthometric height was determined by differential leveling
 DN0321.and adjusted by the National Geodetic Survey in June 1991..
 DN0321
 DN0321.The geoid height was determined by GEOID03.
 DN0321
 DN0321.The dynamic height is computed by dividing the NAVD 88
 DN0321.geopotential number by the normal gravity value computed on the
 DN0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0321.degrees latitude (g = 980.6199 gals.).
 DN0321
 DN0321.The modeled gravity was interpolated from observed gravity values.
 DN0321
 DN0321;                    North         East    Units  Estimated Accuracy
 DN0321;SPC TXNC     - 2,174,650.      747,090.      MT  (+/- 180 meters Scaled)
 DN0321
 DN0321                          SUPERSEDED SURVEY CONTROL
 DN0321
 DN0321  NGVD 29 (??/??/92)  176.116  (m)          577.81   (f) ADJ UNCH    2 0
 DN0321
 DN0321.Superseded values are not recommended for survey control.
 DN0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0321.See file dsdata.txt to determine how the superseded data were derived.
 DN0321
 DN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB936788(NAD 83)
 DN0321_MARKER: DB = BENCH MARK DISK
 DN0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0321_STAMPING: W 948 1946
 DN0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0321+STABILITY: SURFACE MOTION
 DN0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0321+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0321
 DN0321  HISTORY     - Date     Condition        Report By
 DN0321  HISTORY     - 1946     MONUMENTED       CGS
 DN0321  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0321  HISTORY     - 19980214 GOOD             USPSQD
 DN0321  HISTORY     - 20051031 GOOD             BOHAN
 DN0321
 DN0321                          STATION DESCRIPTION
 DN0321
 DN0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0321'7.0 MI W FROM PROSPER.
 DN0321'ABOUT 0.2 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0321'RAILROAD FROM THE STATION AT PROSPER, THENCE WEST 6.8 MILES ALONG A
 DN0321'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 102.0 FEET
 DN0321'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FRAME FARMHOUSE, 31.5
 DN0321'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 3.0
 DN0321'FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT
 DN0321'EAST OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED W 948 1946 SET IN
 DN0321'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 DN0321
 DN0321                          STATION RECOVERY (1995)
 DN0321
 DN0321'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0321'MARK NOT FOUND.
 DN0321
 DN0321                          STATION RECOVERY (1998)
 DN0321
 DN0321'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0321'RECOVERED IN GOOD CONDITION.
 DN0321
 DN0321                          STATION RECOVERY (2005)
 DN0321
 DN0321'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0960 ***********************************************************************
 CS0960  DESIGNATION -  W 950
 CS0960  PID         -  CS0960
 CS0960  STATE/COUNTY-  TX/NAVARRO
 CS0960  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0960
 CS0960                         *CURRENT SURVEY CONTROL
 CS0960  ___________________________________________________________________
 CS0960* NAD 83(1986)-  32 01 18.     (N)    096 41 23.     (W)     SCALED    
 CS0960* NAVD 88     -       137.856  (meters)     452.28   (feet)  ADJUSTED  
 CS0960  ___________________________________________________________________
 CS0960  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CS0960  DYNAMIC HT  -         137.695 (meters)     451.75  (feet)  COMP
 CS0960  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 CS0960
 CS0960  VERT ORDER  -  SECOND    CLASS 0
 CS0960
 CS0960.The horizontal coordinates were scaled from a topographic map and have
 CS0960.an estimated accuracy of +/- 6 seconds.
 CS0960
 CS0960.The orthometric height was determined by differential leveling
 CS0960.and adjusted by the National Geodetic Survey in June 1991..
 CS0960
 CS0960.The geoid height was determined by GEOID03.
 CS0960
 CS0960.The dynamic height is computed by dividing the NAVD 88
 CS0960.geopotential number by the normal gravity value computed on the
 CS0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0960.degrees latitude (g = 980.6199 gals.).
 CS0960
 CS0960.The modeled gravity was interpolated from observed gravity values.
 CS0960
 CS0960;                    North         East    Units  Estimated Accuracy
 CS0960;SPC TXNC     - 2,040,840.      771,020.      MT  (+/- 180 meters Scaled)
 CS0960
 CS0960                          SUPERSEDED SURVEY CONTROL
 CS0960
 CS0960  NGVD 29 (??/??/92)  137.837  (m)          452.22   (f) ADJ UNCH    2 0
 CS0960
 CS0960.Superseded values are not recommended for survey control.
 CS0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0960.See file dsdata.txt to determine how the superseded data were derived.
 CS0960
 CS0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA181451(NAD 83)
 CS0960_MARKER: DB = BENCH MARK DISK
 CS0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0960_STAMPING: W 950 1946
 CS0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0960+STABILITY: SURFACE MOTION
 CS0960
 CS0960  HISTORY     - Date     Condition        Report By
 CS0960  HISTORY     - 1946     MONUMENTED       CGS
 CS0960  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0960  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0960
 CS0960                          STATION DESCRIPTION
 CS0960
 CS0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0960'0.9 MI W FROM DRESDEN.
 CS0960'TO REACH FROM THE HOLLINGSWORTH GROCERY STORE AT DRESDEN GO WESTERLY
 CS0960'0.9 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 25.0
 CS0960'FEET SOUTH OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 CS0960'ROAD, 21.0 FEET WEST OF A THIRTY SIX INCH PECAN TREE, 1.0 FOOT NORTH
 CS0960'OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 CS0960'DISK STAMPED W 950 1946 SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CS0960'GROUND.
 CS0960
 CS0960                          STATION RECOVERY (1965)
 CS0960
 CS0960'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0960'MARK NOT FOUND.
 CS0960
 CS0960                          STATION RECOVERY (2002)
 CS0960
 CS0960'RECOVERY NOTE BY US POWER SQUADRON 2002 (MR)
 CS0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0856 ***********************************************************************
 CS0856  DESIGNATION -  W 951
 CS0856  PID         -  CS0856
 CS0856  STATE/COUNTY-  TX/NAVARRO
 CS0856  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0856
 CS0856                         *CURRENT SURVEY CONTROL
 CS0856  ___________________________________________________________________
 CS0856* NAD 83(1986)-  32 04 19.     (N)    096 41 37.     (W)     SCALED    
 CS0856* NAVD 88     -       163.389  (meters)     536.05   (feet)  ADJUSTED  
 CS0856  ___________________________________________________________________
 CS0856  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CS0856  DYNAMIC HT  -         163.198 (meters)     535.43  (feet)  COMP
 CS0856  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 CS0856
 CS0856  VERT ORDER  -  SECOND    CLASS 0
 CS0856
 CS0856.The horizontal coordinates were scaled from a topographic map and have
 CS0856.an estimated accuracy of +/- 6 seconds.
 CS0856
 CS0856.The orthometric height was determined by differential leveling
 CS0856.and adjusted by the National Geodetic Survey in June 1991..
 CS0856
 CS0856.The geoid height was determined by GEOID03.
 CS0856
 CS0856.The dynamic height is computed by dividing the NAVD 88
 CS0856.geopotential number by the normal gravity value computed on the
 CS0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0856.degrees latitude (g = 980.6199 gals.).
 CS0856
 CS0856.The modeled gravity was interpolated from observed gravity values.
 CS0856
 CS0856;                    North         East    Units  Estimated Accuracy
 CS0856;SPC TXNC     - 2,046,410.      770,550.      MT  (+/- 180 meters Scaled)
 CS0856
 CS0856                          SUPERSEDED SURVEY CONTROL
 CS0856
 CS0856  NGVD 29 (??/??/92)  163.374  (m)          536.00   (f) ADJ UNCH    2 0
 CS0856
 CS0856.Superseded values are not recommended for survey control.
 CS0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0856.See file dsdata.txt to determine how the superseded data were derived.
 CS0856
 CS0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA177507(NAD 83)
 CS0856_MARKER: DB = BENCH MARK DISK
 CS0856_SETTING: 0 = UNSPECIFIED SETTING
 CS0856_STAMPING: W 951 1946
 CS0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0856
 CS0856  HISTORY     - Date     Condition        Report By
 CS0856  HISTORY     - 1946     MONUMENTED       CGS
 CS0856  HISTORY     - 1965     GOOD             USGS
 CS0856
 CS0856                          STATION DESCRIPTION
 CS0856
 CS0856'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CS0856'2.1 MI S FROM BLOOMING GROVE.
 CS0856'TO REACH FROM THE P.O. AT BLOOMING GROVE, GO SOUTH ON MX F.M. ROAD 55
 CS0856'FOR 2.1 MILES TO A X-FENCE IN THE MIDDLE OF AN S CURVE.  FROM THIS
 CS0856'POINT, WALK EAST ALONG FENCE LINE ABOUT 0.1 MILES TO OLD ROAD GRADE.
 CS0856'THENCE NW UP OLD ROAD FOR ABOUT 250 FT.  MARK LIES ABOUT 28 FT. EAST
 CS0856'OF THE OLD ROAD AT THE WEST END OF AN OLD FENCE LINE RUNNING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0880 ***********************************************************************
 CS0880  DESIGNATION -  W 952
 CS0880  PID         -  CS0880
 CS0880  STATE/COUNTY-  TX/ELLIS
 CS0880  USGS QUAD   -  ENNIS EAST (1978)
 CS0880
 CS0880                         *CURRENT SURVEY CONTROL
 CS0880  ___________________________________________________________________
 CS0880* NAD 83(1986)-  32 16 58.     (N)    096 37 25.     (W)     SCALED    
 CS0880* NAVD 88     -       143.916  (meters)     472.16   (feet)  ADJUSTED  
 CS0880  ___________________________________________________________________
 CS0880  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CS0880  DYNAMIC HT  -         143.748 (meters)     471.61  (feet)  COMP
 CS0880  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 CS0880
 CS0880  VERT ORDER  -  SECOND    CLASS 0
 CS0880
 CS0880.The horizontal coordinates were scaled from a topographic map and have
 CS0880.an estimated accuracy of +/- 6 seconds.
 CS0880
 CS0880.The orthometric height was determined by differential leveling
 CS0880.and adjusted by the National Geodetic Survey in June 1991..
 CS0880
 CS0880.The geoid height was determined by GEOID03.
 CS0880
 CS0880.The dynamic height is computed by dividing the NAVD 88
 CS0880.geopotential number by the normal gravity value computed on the
 CS0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0880.degrees latitude (g = 980.6199 gals.).
 CS0880
 CS0880.The modeled gravity was interpolated from observed gravity values.
 CS0880
 CS0880;                    North         East    Units  Estimated Accuracy
 CS0880;SPC TXNC     - 2,069,900.      776,740.      MT  (+/- 180 meters Scaled)
 CS0880
 CS0880                          SUPERSEDED SURVEY CONTROL
 CS0880
 CS0880  NGVD 29 (??/??/92)  143.912  (m)          472.15   (f) ADJ UNCH    2 0
 CS0880
 CS0880.Superseded values are not recommended for survey control.
 CS0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0880.See file dsdata.txt to determine how the superseded data were derived.
 CS0880
 CS0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA237742(NAD 83)
 CS0880_MARKER: DB = BENCH MARK DISK
 CS0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0880_STAMPING: W 952 1946
 CS0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0880+STABILITY: SURFACE MOTION
 CS0880
 CS0880  HISTORY     - Date     Condition        Report By
 CS0880  HISTORY     - 1946     MONUMENTED       CGS
 CS0880  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0880
 CS0880                          STATION DESCRIPTION
 CS0880
 CS0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0880'3.7 MI S FROM ENNIS.
 CS0880'TO REACH FROM THE CITY HALL AT ENNIS GO WEST 0.3 MILE ALONG BROWN
 CS0880'STREET, THENCE SOUTHWESTERLY 1.5 MILES ALONG STATE HIGHWAY NO. 34,
 CS0880'THENCE SOUTHERLY 1.9 MILES ALONG AN ASPHALT ROAD TO SITE OF MARK,
 CS0880'BENCH MARK IS ABOUT 100 YARDS NORTH OF A FARMHOUSE, 32.0 FEET EAST OF
 CS0880'AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 14.0 FEET
 CS0880'EAST OF A FENCE, 4.0 FEET SOUTH OF A REA POWER POLE AND 1.0 FOOT NORTH
 CS0880'OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED W 952 1946 SET
 CS0880'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 CS0880
 CS0880                          STATION RECOVERY (2002)
 CS0880
 CS0880'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAS)
 CS0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0903 ***********************************************************************
 CS0903  DESIGNATION -  W 953
 CS0903  PID         -  CS0903
 CS0903  STATE/COUNTY-  TX/ELLIS
 CS0903  USGS QUAD   -  ENNIS WEST (1978)
 CS0903
 CS0903                         *CURRENT SURVEY CONTROL
 CS0903  ___________________________________________________________________
 CS0903* NAD 83(1986)-  32 15 32.     (N)    096 42 34.     (W)     SCALED    
 CS0903* NAVD 88     -       143.387  (meters)     470.43   (feet)  ADJUSTED  
 CS0903  ___________________________________________________________________
 CS0903  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CS0903  DYNAMIC HT  -         143.220 (meters)     469.88  (feet)  COMP
 CS0903  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 CS0903
 CS0903  VERT ORDER  -  SECOND    CLASS 0
 CS0903
 CS0903.The horizontal coordinates were scaled from a topographic map and have
 CS0903.an estimated accuracy of +/- 6 seconds.
 CS0903
 CS0903.The orthometric height was determined by differential leveling
 CS0903.and adjusted by the National Geodetic Survey in June 1991..
 CS0903
 CS0903.The geoid height was determined by GEOID03.
 CS0903
 CS0903.The dynamic height is computed by dividing the NAVD 88
 CS0903.geopotential number by the normal gravity value computed on the
 CS0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0903.degrees latitude (g = 980.6199 gals.).
 CS0903
 CS0903.The modeled gravity was interpolated from observed gravity values.
 CS0903
 CS0903;                    North         East    Units  Estimated Accuracy
 CS0903;SPC TXNC     - 2,067,110.      768,700.      MT  (+/- 180 meters Scaled)
 CS0903
 CS0903                          SUPERSEDED SURVEY CONTROL
 CS0903
 CS0903  NGVD 29 (??/??/92)  143.381  (m)          470.41   (f) ADJ UNCH    2 0
 CS0903
 CS0903.Superseded values are not recommended for survey control.
 CS0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0903.See file dsdata.txt to determine how the superseded data were derived.
 CS0903
 CS0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA157714(NAD 83)
 CS0903_MARKER: DB = BENCH MARK DISK
 CS0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0903_STAMPING: W 953 1946
 CS0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0903+STABILITY: SURFACE MOTION
 CS0903
 CS0903  HISTORY     - Date     Condition        Report By
 CS0903  HISTORY     - 1946     MONUMENTED       CGS
 CS0903  HISTORY     - 1965     GOOD             NGS
 CS0903  HISTORY     - 1975     GOOD             NGS
 CS0903
 CS0903                          STATION DESCRIPTION
 CS0903
 CS0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0903'0.9 MI SW FROM BARDWELL.
 CS0903'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0903'BARDWELL GO SOUTH 1 BLOCK THENCE SOUTHWESTERLY 0.9 MILE ALONG STATE
 CS0903'HIGHWAY NO. 34 TO SITE OF MARK, BENCH MARK IS AT THE NORTH CORNER OF A
 CS0903'FARMHOUSE, 50.0 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE
 CS0903'OF THE HIGHWAY, 3.0 FEET WEST OF A FENCE CORNER AND 1.0 FOOT NORTHEAST
 CS0903'OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED W 953 1946 SET
 CS0903'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 CS0903'NOTE-- THE FARM HOUSE MENTIONED IS NOW GONE. ADDITIONAL DISTANCES FOR
 CS0903'FUTURE RECOVERY OF MARK IS AS FOLLOWS.  THE BENCH MARK IS 49 FEET
 CS0903'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 122 FEET NORTHEAST OF A
 CS0903'CATTLE GUARD, 38 FEET NORTHEAST OF A TELEPHONE POLE, 94 FEET NORTH OF
 CS0903'A ROUND BRICK WALL OF A CISTERN AND IS UNDER THE SOUTHEAST
 CS0903'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES.
 CS0903
 CS0903                          STATION RECOVERY (1975)
 CS0903
 CS0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CS0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0904 ***********************************************************************
 CS0904  DESIGNATION -  W 953 RESET 1975
 CS0904  PID         -  CS0904
 CS0904  STATE/COUNTY-  TX/ELLIS
 CS0904  USGS QUAD   -  ENNIS WEST (1978)
 CS0904
 CS0904                         *CURRENT SURVEY CONTROL
 CS0904  ___________________________________________________________________
 CS0904* NAD 83(1986)-  32 15 33.     (N)    096 42 35.     (W)     SCALED    
 CS0904* NAVD 88     -       144.30   (+/-2cm)     473.4    (feet)  VERTCON   
 CS0904  ___________________________________________________________________
 CS0904  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CS0904
 CS0904  VERT ORDER  -  THIRD (See Below)
 CS0904
 CS0904.The horizontal coordinates were scaled from a topographic map and have
 CS0904.an estimated accuracy of +/- 6 seconds.
 CS0904
 CS0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0904.The vertical order pertains to the NGVD 29 superseded value.
 CS0904
 CS0904.The geoid height was determined by GEOID03.
 CS0904
 CS0904;                    North         East    Units  Estimated Accuracy
 CS0904;SPC TXNC     - 2,067,140.      768,680.      MT  (+/- 180 meters Scaled)
 CS0904
 CS0904                          SUPERSEDED SURVEY CONTROL
 CS0904
 CS0904  NGVD 29 (01/29/03)  144.30   (m)          473.4    (f) RESET       3  
 CS0904
 CS0904.Superseded values are not recommended for survey control.
 CS0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0904.See file dsdata.txt to determine how the superseded data were derived.
 CS0904
 CS0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA157714(NAD 83)
 CS0904_MARKER: DB = BENCH MARK DISK
 CS0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0904_STAMPING: W 953 RESET 1975
 CS0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0904+STABILITY: SURFACE MOTION
 CS0904
 CS0904  HISTORY     - Date     Condition        Report By
 CS0904  HISTORY     - 1975     MONUMENTED       NGS
 CS0904  HISTORY     - 20020126 GOOD             USPSQD
 CS0904
 CS0904                          STATION DESCRIPTION
 CS0904
 CS0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 CS0904'1 MI SW FROM BARDWELL.
 CS0904'FROM THE POST OFFICE IN BARDWELL, GO SOUTHWEST ON STATE HIGHWAY 34,
 CS0904'FOR 1.0 MILE TO MARK ON THE LEFT, AT FENCE-CORNER.  THE MARK IS A
 CS0904'STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 CS0904'THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED W 953 RESET 1975.  IT IS
 CS0904'1.7 FEET NORTHWEST OF A T FENCE-CORNER POST, 1-FOOT NORTH-NORTHWEST OF
 CS0904'FENCE-LINE, 1-FOOT SOUTHWEST OF A RIGHT-OF-WAY WOODEN POST MARKER,
 CS0904'1-FOOT NORTHWEST OF A METAL WITNESS POST AND ON THE SOUTH EDGE OF THE
 CS0904'RIGHT-OF-WAY OF STATE HIGHWAY 34.
 CS0904
 CS0904                          STATION RECOVERY (2002)
 CS0904
 CS0904'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0829 ***********************************************************************
 CS0829  DESIGNATION -  W 955
 CS0829  PID         -  CS0829
 CS0829  STATE/COUNTY-  TX/ELLIS
 CS0829  USGS QUAD   -  CRYER CREEK (1978)
 CS0829
 CS0829                         *CURRENT SURVEY CONTROL
 CS0829  ___________________________________________________________________
 CS0829* NAD 83(1986)-  32 14 46.     (N)    096 39 51.     (W)     SCALED    
 CS0829* NAVD 88     -       134.795  (meters)     442.24   (feet)  ADJUSTED  
 CS0829  ___________________________________________________________________
 CS0829  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CS0829  DYNAMIC HT  -         134.638 (meters)     441.72  (feet)  COMP
 CS0829  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 CS0829
 CS0829  VERT ORDER  -  SECOND    CLASS 0
 CS0829
 CS0829.The horizontal coordinates were scaled from a topographic map and have
 CS0829.an estimated accuracy of +/- 6 seconds.
 CS0829
 CS0829.The orthometric height was determined by differential leveling
 CS0829.and adjusted by the National Geodetic Survey in June 1991..
 CS0829
 CS0829.The geoid height was determined by GEOID03.
 CS0829
 CS0829.The dynamic height is computed by dividing the NAVD 88
 CS0829.geopotential number by the normal gravity value computed on the
 CS0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0829.degrees latitude (g = 980.6199 gals.).
 CS0829
 CS0829.The modeled gravity was interpolated from observed gravity values.
 CS0829
 CS0829;                    North         East    Units  Estimated Accuracy
 CS0829;SPC TXNC     - 2,065,770.      773,000.      MT  (+/- 180 meters Scaled)
 CS0829
 CS0829                          SUPERSEDED SURVEY CONTROL
 CS0829
 CS0829  NGVD 29 (??/??/92)  134.790  (m)          442.22   (f) ADJ UNCH    2 0
 CS0829
 CS0829.Superseded values are not recommended for survey control.
 CS0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0829.See file dsdata.txt to determine how the superseded data were derived.
 CS0829
 CS0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA200701(NAD 83)
 CS0829_MARKER: DB = BENCH MARK DISK
 CS0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0829_STAMPING: W 955 1946
 CS0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0829+STABILITY: SURFACE MOTION
 CS0829
 CS0829  HISTORY     - Date     Condition        Report By
 CS0829  HISTORY     - 1946     MONUMENTED       CGS
 CS0829
 CS0829                          STATION DESCRIPTION
 CS0829
 CS0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0829'2.2 MI SE FROM BARDWELL.
 CS0829'ABOUT 2.2 MILES SOUTHEAST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0829'FROM THE STATION AT BARDWELL, AT A CROSSING ABOUT 0.1 MILE SOUTHEAST
 CS0829'OF TRESTLE NO. 256.36, 16.0 FEET NORTHEAST OF AND ABOUT 3.0 FEET LOWER
 CS0829'THAN THE CENTER LINE OF THE TRACK, 28.0 FEET SOUTHEAST OF THE CENTER
 CS0829'LINE OF THE ROAD, 42.0 FEET SOUTHEAST OF A CROSSING SIGN AND 1.0 FOOT
 CS0829'WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED W 955 1946 SET
 CS0829'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1473 ***********************************************************************
 CS1473  DESIGNATION -  W 956
 CS1473  PID         -  CS1473
 CS1473  STATE/COUNTY-  TX/ELLIS
 CS1473  USGS QUAD   -  FERRIS (1968)
 CS1473
 CS1473                         *CURRENT SURVEY CONTROL
 CS1473  ___________________________________________________________________
 CS1473* NAD 83(1986)-  32 30 19.     (N)    096 39 49.     (W)     SCALED    
 CS1473* NAVD 88     -       125.582  (meters)     412.01   (feet)  ADJUSTED  
 CS1473  ___________________________________________________________________
 CS1473  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS1473  DYNAMIC HT  -         125.438 (meters)     411.54  (feet)  COMP
 CS1473  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 CS1473
 CS1473  VERT ORDER  -  SECOND    CLASS 0
 CS1473
 CS1473.The horizontal coordinates were scaled from a topographic map and have
 CS1473.an estimated accuracy of +/- 6 seconds.
 CS1473
 CS1473.The orthometric height was determined by differential leveling
 CS1473.and adjusted by the National Geodetic Survey in June 1991..
 CS1473
 CS1473.The geoid height was determined by GEOID03.
 CS1473
 CS1473.The dynamic height is computed by dividing the NAVD 88
 CS1473.geopotential number by the normal gravity value computed on the
 CS1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1473.degrees latitude (g = 980.6199 gals.).
 CS1473
 CS1473.The modeled gravity was interpolated from observed gravity values.
 CS1473
 CS1473;                    North         East    Units  Estimated Accuracy
 CS1473;SPC TXNC     - 2,094,500.      772,550.      MT  (+/- 180 meters Scaled)
 CS1473
 CS1473                          SUPERSEDED SURVEY CONTROL
 CS1473
 CS1473  NGVD 29 (??/??/92)  125.588  (m)          412.03   (f) ADJ UNCH    2 0
 CS1473
 CS1473.Superseded values are not recommended for survey control.
 CS1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1473.See file dsdata.txt to determine how the superseded data were derived.
 CS1473
 CS1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA194988(NAD 83)
 CS1473_MARKER: DB = BENCH MARK DISK
 CS1473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1473_SP_SET: ABUTMENT
 CS1473_STAMPING: W 956 1946
 CS1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1473
 CS1473  HISTORY     - Date     Condition        Report By
 CS1473  HISTORY     - 1946     MONUMENTED       CGS
 CS1473
 CS1473                          STATION DESCRIPTION
 CS1473
 CS1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1473'2.1 MI S FROM FERRIS.
 CS1473'2.1 MILES SOUTH OF THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS1473'FERRIS, TEXAS.  1.1 MILES NORTH OF AN ABANDONED COTTON GIN AT TRUMBULL
 CS1473'TEXAS ALONG U. S. HIGHWAY NO. 75.  AT A BRIDGE ON U. S. HIGHWAY NO. 75
 CS1473'ABOUT 350.0 FEET IN LENGTH.  14.6 FEET EAST OF THE CENTER LINE OF U.
 CS1473'S. HIGHWAY NO. 75 AND ABOUT LEVEL WITH.  1.0 FOOT EAST OF THE GUARD
 CS1473'RAILING.  BRONZE DISK SET HORIZONTALLY IN EAST SIDE OF THE SOUTH
 CS1473'ABUTMENT.  STAMPED W 956 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1510 ***********************************************************************
 CS1510  DESIGNATION -  W 957
 CS1510  PID         -  CS1510
 CS1510  STATE/COUNTY-  TX/ELLIS
 CS1510  USGS QUAD   -  FERRIS (1968)
 CS1510
 CS1510                         *CURRENT SURVEY CONTROL
 CS1510  ___________________________________________________________________
 CS1510* NAD 83(1986)-  32 30 10.     (N)    096 40 31.     (W)     SCALED    
 CS1510* NAVD 88     -       142.891  (meters)     468.80   (feet)  ADJUSTED  
 CS1510  ___________________________________________________________________
 CS1510  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CS1510  DYNAMIC HT  -         142.726 (meters)     468.26  (feet)  COMP
 CS1510  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 CS1510
 CS1510  VERT ORDER  -  SECOND    CLASS 0
 CS1510
 CS1510.The horizontal coordinates were scaled from a topographic map and have
 CS1510.an estimated accuracy of +/- 6 seconds.
 CS1510
 CS1510.The orthometric height was determined by differential leveling
 CS1510.and adjusted by the National Geodetic Survey in June 1991..
 CS1510
 CS1510.The geoid height was determined by GEOID03.
 CS1510
 CS1510.The dynamic height is computed by dividing the NAVD 88
 CS1510.geopotential number by the normal gravity value computed on the
 CS1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1510.degrees latitude (g = 980.6199 gals.).
 CS1510
 CS1510.The modeled gravity was interpolated from observed gravity values.
 CS1510
 CS1510;                    North         East    Units  Estimated Accuracy
 CS1510;SPC TXNC     - 2,094,210.      771,450.      MT  (+/- 180 meters Scaled)
 CS1510
 CS1510                          SUPERSEDED SURVEY CONTROL
 CS1510
 CS1510  NGVD 29 (??/??/92)  142.897  (m)          468.82   (f) ADJ UNCH    2 0
 CS1510
 CS1510.Superseded values are not recommended for survey control.
 CS1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1510.See file dsdata.txt to determine how the superseded data were derived.
 CS1510
 CS1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA184985(NAD 83)
 CS1510_MARKER: DB = BENCH MARK DISK
 CS1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1510_STAMPING: W 957 1946
 CS1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1510+STABILITY: SURFACE MOTION
 CS1510
 CS1510  HISTORY     - Date     Condition        Report By
 CS1510  HISTORY     - 1946     MONUMENTED       CGS
 CS1510
 CS1510                          STATION DESCRIPTION
 CS1510
 CS1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1510'3.0 MI SW FROM FERRIS.
 CS1510'TO REACH MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS1510'FERRIS GO SOUTH 2.2 MILES ALONG U.S. HIGHWAY NO. 75, THENCE NORTHWEST
 CS1510'0.4 MILES, THENCE SOUTHWEST 0.4 MILES TO SITE OF MARK.  BENCH MARK IS
 CS1510'215.0 FEET SOUTHWEST OF A 24 INCH CORRUGATED IRON CULVERT, 12.0 FEET
 CS1510'SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, IN LINE WITH A
 CS1510'ROW OF POLES, 1.0 FOOT WEST OF 4 X 4 MARKER POST.  A BRONZE DISC
 CS1510'STAMPED W 957 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 CS1510'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1500 ***********************************************************************
 CS1500  DESIGNATION -  W 958
 CS1500  PID         -  CS1500
 CS1500  STATE/COUNTY-  TX/ELLIS
 CS1500  USGS QUAD   -  INDIA (1973)
 CS1500
 CS1500                         *CURRENT SURVEY CONTROL
 CS1500  ___________________________________________________________________
 CS1500* NAD 83(1986)-  32 32 38.     (N)    096 33 09.     (W)     SCALED    
 CS1500* NAVD 88     -       106.705  (meters)     350.08   (feet)  ADJUSTED  
 CS1500  ___________________________________________________________________
 CS1500  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CS1500  DYNAMIC HT  -         106.584 (meters)     349.68  (feet)  COMP
 CS1500  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 CS1500
 CS1500  VERT ORDER  -  SECOND    CLASS 0
 CS1500
 CS1500.The horizontal coordinates were scaled from a topographic map and have
 CS1500.an estimated accuracy of +/- 6 seconds.
 CS1500
 CS1500.The orthometric height was determined by differential leveling
 CS1500.and adjusted by the National Geodetic Survey in June 1991..
 CS1500
 CS1500.The geoid height was determined by GEOID03.
 CS1500
 CS1500.The dynamic height is computed by dividing the NAVD 88
 CS1500.geopotential number by the normal gravity value computed on the
 CS1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1500.degrees latitude (g = 980.6199 gals.).
 CS1500
 CS1500.The modeled gravity was interpolated from observed gravity values.
 CS1500
 CS1500;                    North         East    Units  Estimated Accuracy
 CS1500;SPC TXNC     - 2,098,970.      782,900.      MT  (+/- 180 meters Scaled)
 CS1500
 CS1500                          SUPERSEDED SURVEY CONTROL
 CS1500
 CS1500  NGVD 29 (??/??/92)  106.717  (m)          350.12   (f) ADJ UNCH    2 0
 CS1500
 CS1500.Superseded values are not recommended for survey control.
 CS1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1500.See file dsdata.txt to determine how the superseded data were derived.
 CS1500
 CS1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB298033(NAD 83)
 CS1500_MARKER: DB = BENCH MARK DISK
 CS1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1500_STAMPING: W 958 1946
 CS1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1500+STABILITY: SURFACE MOTION
 CS1500
 CS1500  HISTORY     - Date     Condition        Report By
 CS1500  HISTORY     - 1946     MONUMENTED       CGS
 CS1500  HISTORY     - 1959     MARK NOT FOUND   USGS
 CS1500
 CS1500                          STATION DESCRIPTION
 CS1500
 CS1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1500'9.6 MI NE FROM BRISTOL.
 CS1500'TO REACH THE MARK FROM THE BRISTOL SCHOOL BUILDING, GO NORTHWEST 0.2
 CS1500'MILES, THENCE NORTHEAST 0.2 MILES, THENCE NORTHWESTERLY 2.0 MILES
 CS1500'ALONG A GRAVEL SURFACED ROAD, THENCE 0.9 MILES, THENCE SOUTHEAST 0.3
 CS1500'MILES, THENCE NORTHEAST 3.4 MILES, THENCE NORTHWEST 1.3 MILES, THENCE
 CS1500'SOUTHWEST 0.6 MILES, THENCE NORTHWEST 0.7 MILES ALONG UNIMPROVED ROAD
 CS1500'TO THE SITE OF THE MARK.  BENCH MARK IS AT THE JUNCTION WITH A PRIVATE
 CS1500'ROAD LEADING WEST, 45 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE
 CS1500'ROAD, 31 FEET WEST OF AND 1.5 FEET LOWER THAN THE CENTER LINE OF THE
 CS1500'MAIN ROAD, 9.5 FEET SOUTH OF AN 18 INCH TREE, 1 FOOT EAST OF A 4 X 4
 CS1500'MARKER POST.  A BRONZE DISC SET IN THE TOP OF A CONCRETE POST WHICH
 CS1500'PROJECTS 3 INCHES ABOVE THE GROUND.
 CS1500
 CS1500                          STATION RECOVERY (1959)
 CS1500
 CS1500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS1500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1466 ***********************************************************************
 CS1466  DESIGNATION -  W 960
 CS1466  PID         -  CS1466
 CS1466  STATE/COUNTY-  TX/KAUFMAN
 CS1466  USGS QUAD   -  INDIA (1973)
 CS1466
 CS1466                         *CURRENT SURVEY CONTROL
 CS1466  ___________________________________________________________________
 CS1466* NAD 83(1986)-  32 37 19.     (N)    096 30 23.     (W)     SCALED    
 CS1466* NAVD 88     -       109.519  (meters)     359.31   (feet)  ADJUSTED  
 CS1466  ___________________________________________________________________
 CS1466  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CS1466  DYNAMIC HT  -         109.397 (meters)     358.91  (feet)  COMP
 CS1466  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 CS1466
 CS1466  VERT ORDER  -  SECOND    CLASS 0
 CS1466
 CS1466.The horizontal coordinates were scaled from a topographic map and have
 CS1466.an estimated accuracy of +/- 6 seconds.
 CS1466
 CS1466.The orthometric height was determined by differential leveling
 CS1466.and adjusted by the National Geodetic Survey in June 1991..
 CS1466
 CS1466.The geoid height was determined by GEOID03.
 CS1466
 CS1466.The dynamic height is computed by dividing the NAVD 88
 CS1466.geopotential number by the normal gravity value computed on the
 CS1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1466.degrees latitude (g = 980.6199 gals.).
 CS1466
 CS1466.The modeled gravity was interpolated from observed gravity values.
 CS1466
 CS1466;                    North         East    Units  Estimated Accuracy
 CS1466;SPC TXNC     - 2,107,710.      787,070.      MT  (+/- 180 meters Scaled)
 CS1466
 CS1466                          SUPERSEDED SURVEY CONTROL
 CS1466
 CS1466  NGVD 29 (??/??/92)  109.534  (m)          359.36   (f) ADJ UNCH    2 0
 CS1466
 CS1466.Superseded values are not recommended for survey control.
 CS1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1466.See file dsdata.txt to determine how the superseded data were derived.
 CS1466
 CS1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB339121(NAD 83)
 CS1466_MARKER: DB = BENCH MARK DISK
 CS1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1466_STAMPING: W 960 1946
 CS1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1466+STABILITY: SURFACE MOTION
 CS1466
 CS1466  HISTORY     - Date     Condition        Report By
 CS1466  HISTORY     - 1946     MONUMENTED       CGS
 CS1466  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS1466
 CS1466                          STATION DESCRIPTION
 CS1466
 CS1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1466'3.0 MI NW FROM CRANDALL.
 CS1466'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS1466'CRANDALL, GO NORTHWEST ABOUT 3.0 MILES ALONG U.S. HIGHWAY NO. 175 TO
 CS1466'THE SITE OF THE MARK.  BENCH MARK IS ON THE TOP OF A LEVEE, 48.5 FEET
 CS1466'SOUTH OF THE SOUTHEAST ABUTMENT OF A 25 FOOT WOOD BRIDGE, 40.5 FEET
 CS1466'SOUTH OF AND 2 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 CS1466'SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISC STAMPED W 960 1946 AND
 CS1466'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 CS1466
 CS1466                          STATION RECOVERY (1961)
 CS1466
 CS1466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS1466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1471 ***********************************************************************
 CS1471  DESIGNATION -  W 961
 CS1471  PID         -  CS1471
 CS1471  STATE/COUNTY-  TX/DALLAS
 CS1471  USGS QUAD   -  HUTCHINS (1973)
 CS1471
 CS1471                         *CURRENT SURVEY CONTROL
 CS1471  ___________________________________________________________________
 CS1471* NAD 83(1986)-  32 40 59.     (N)    096 39 26.     (W)     SCALED    
 CS1471* NAVD 88     -       131.849  (meters)     432.57   (feet)  ADJUSTED  
 CS1471  ___________________________________________________________________
 CS1471  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CS1471  DYNAMIC HT  -         131.699 (meters)     432.08  (feet)  COMP
 CS1471  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 CS1471
 CS1471  VERT ORDER  -  SECOND    CLASS 0
 CS1471
 CS1471.The horizontal coordinates were scaled from a topographic map and have
 CS1471.an estimated accuracy of +/- 6 seconds.
 CS1471
 CS1471.The orthometric height was determined by differential leveling
 CS1471.and adjusted by the National Geodetic Survey in June 1991..
 CS1471
 CS1471.The geoid height was determined by GEOID03.
 CS1471
 CS1471.The dynamic height is computed by dividing the NAVD 88
 CS1471.geopotential number by the normal gravity value computed on the
 CS1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1471.degrees latitude (g = 980.6199 gals.).
 CS1471
 CS1471.The modeled gravity was interpolated from observed gravity values.
 CS1471
 CS1471;                    North         East    Units  Estimated Accuracy
 CS1471;SPC TXNC     - 2,114,220.      772,800.      MT  (+/- 180 meters Scaled)
 CS1471
 CS1471                          SUPERSEDED SURVEY CONTROL
 CS1471
 CS1471  NGVD 29 (??/??/92)  131.862  (m)          432.62   (f) ADJ UNCH    2 0
 CS1471
 CS1471.Superseded values are not recommended for survey control.
 CS1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1471.See file dsdata.txt to determine how the superseded data were derived.
 CS1471
 CS1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB196185(NAD 83)
 CS1471_MARKER: DB = BENCH MARK DISK
 CS1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1471_SP_SET: CULVERT
 CS1471_STAMPING: W 961 1946
 CS1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1471
 CS1471  HISTORY     - Date     Condition        Report By
 CS1471  HISTORY     - 1946     MONUMENTED       CGS
 CS1471  HISTORY     - 1958     GOOD             NGS
 CS1471
 CS1471                          STATION DESCRIPTION
 CS1471
 CS1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1471'2.3 MI SW FROM RYLIE.
 CS1471'ABOUT 0.3 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 175 FROM THE H.S.
 CS1471'CHERRY JR. SCHOOL AT RYLIE, THENCE WEST 1.5 MILES, THENCE SOUTH 0.5
 CS1471'MILES ALONG A PAVED ROAD, AT A T-ROAD WEST.  35 FEET SOUTH OF THE
 CS1471'EAST-WEST ROAD, 16 FEET WEST OF AND 1 FOOT HIGHER THAN THE CENTER LINE
 CS1471'OF THE NORTH-SOUTH ROAD, IN THE SOUTH END OF THE WEST HEADWALL OF A 2
 CS1471'COMPARTMENT CONCRETE CULVERT.
 CS1471
 CS1471                          STATION RECOVERY (1958)
 CS1471
 CS1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0726 ***********************************************************************
 AY0726  DESIGNATION -  W 963
 AY0726  PID         -  AY0726
 AY0726  STATE/COUNTY-  TX/BEXAR
 AY0726  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0726
 AY0726                         *CURRENT SURVEY CONTROL
 AY0726  ___________________________________________________________________
 AY0726* NAD 83(1986)-  29 26 55.     (N)    098 32 28.     (W)     SCALED    
 AY0726* NAVD 88     -       215.397  (meters)     706.68   (feet)  ADJUSTED  
 AY0726  ___________________________________________________________________
 AY0726  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AY0726  DYNAMIC HT  -         215.083 (meters)     705.65  (feet)  COMP
 AY0726  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AY0726
 AY0726  VERT ORDER  -  FIRST     CLASS II
 AY0726
 AY0726.The horizontal coordinates were scaled from a topographic map and have
 AY0726.an estimated accuracy of +/- 6 seconds.
 AY0726
 AY0726.The orthometric height was determined by differential leveling
 AY0726.and adjusted by the National Geodetic Survey in June 1991..
 AY0726
 AY0726.The geoid height was determined by GEOID03.
 AY0726
 AY0726.The dynamic height is computed by dividing the NAVD 88
 AY0726.geopotential number by the normal gravity value computed on the
 AY0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0726.degrees latitude (g = 980.6199 gals.).
 AY0726
 AY0726.The modeled gravity was interpolated from observed gravity values.
 AY0726
 AY0726;                    North         East    Units  Estimated Accuracy
 AY0726;SPC TXSC     - 4,179,100.      644,510.      MT  (+/- 180 meters Scaled)
 AY0726
 AY0726                          SUPERSEDED SURVEY CONTROL
 AY0726
 AY0726  NGVD 29 (??/??/92)  215.272  (m)          706.27   (f) ADJ UNCH    1 2
 AY0726
 AY0726.Superseded values are not recommended for survey control.
 AY0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0726.See file dsdata.txt to determine how the superseded data were derived.
 AY0726
 AY0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT445577(NAD 83)
 AY0726_MARKER: DB = BENCH MARK DISK
 AY0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0726_SP_SET: BUILDING
 AY0726_STAMPING: W 963 1946
 AY0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0726
 AY0726  HISTORY     - Date     Condition        Report By
 AY0726  HISTORY     - 1946     MONUMENTED       CGS
 AY0726  HISTORY     - 19950504 GOOD             USPSQD
 AY0726
 AY0726                          STATION DESCRIPTION
 AY0726
 AY0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0726'IN SAN ANTONIO.
 AY0726'AT SAN ANTONIO, ALONG WAVERLY STREET, BETWEEN EMORY AND 24TH STREETS,
 AY0726'AT THE MARIN B.FENWICK SCHOOL, SET VERTICALLY IN THE SOUTH FACE OF THE
 AY0726'CAFETERIA SECTION OF THE SCHOOL, 0.5 FOOT EAST OF THE SOUTHWEST CORNER
 AY0726'OF THE BUILDING, 3.9 FEET ABOVE THE GROUND.
 AY0726
 AY0726                          STATION RECOVERY (1995)
 AY0726
 AY0726'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0724 ***********************************************************************
 CR0724  DESIGNATION -  W 964
 CR0724  PID         -  CR0724
 CR0724  STATE/COUNTY-  TX/VAN ZANDT
 CR0724  USGS QUAD   -  BROWNSBORO (1984)
 CR0724
 CR0724                         *CURRENT SURVEY CONTROL
 CR0724  ___________________________________________________________________
 CR0724* NAD 83(1986)-  32 22 16.     (N)    095 35 49.     (W)     SCALED    
 CR0724* NAVD 88     -       147.274  (meters)     483.18   (feet)  ADJUSTED  
 CR0724  ___________________________________________________________________
 CR0724  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CR0724  DYNAMIC HT  -         147.102 (meters)     482.62  (feet)  COMP
 CR0724  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 CR0724
 CR0724  VERT ORDER  -  SECOND    CLASS 0
 CR0724
 CR0724.The horizontal coordinates were scaled from a topographic map and have
 CR0724.an estimated accuracy of +/- 6 seconds.
 CR0724
 CR0724.The orthometric height was determined by differential leveling
 CR0724.and adjusted by the National Geodetic Survey in June 1991..
 CR0724
 CR0724.The geoid height was determined by GEOID03.
 CR0724
 CR0724.The dynamic height is computed by dividing the NAVD 88
 CR0724.geopotential number by the normal gravity value computed on the
 CR0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0724.degrees latitude (g = 980.6199 gals.).
 CR0724
 CR0724.The modeled gravity was interpolated from observed gravity values.
 CR0724
 CR0724;                    North         East    Units  Estimated Accuracy
 CR0724;SPC TXNC     - 2,081,890.      873,160.      MT  (+/- 180 meters Scaled)
 CR0724
 CR0724                          SUPERSEDED SURVEY CONTROL
 CR0724
 CR0724  NGVD 29 (??/??/92)  147.295  (m)          483.25   (f) ADJ UNCH    2 0
 CR0724
 CR0724.Superseded values are not recommended for survey control.
 CR0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0724.See file dsdata.txt to determine how the superseded data were derived.
 CR0724
 CR0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR556845(NAD 83)
 CR0724_MARKER: DB = BENCH MARK DISK
 CR0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0724_STAMPING: W 964 1948
 CR0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0724+STABILITY: SURFACE MOTION
 CR0724
 CR0724  HISTORY     - Date     Condition        Report By
 CR0724  HISTORY     - 1948     MONUMENTED       CGS
 CR0724  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0724  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0724
 CR0724                          STATION DESCRIPTION
 CR0724
 CR0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0724'0.8 MI E FROM EDOM.
 CR0724'0.8 MILE EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT EDOM, ON
 CR0724'TOP OF A RISE, 129 YARDS (PACED) EAST OF A CONCRETE CULVERT, 324.9
 CR0724'FEET WEST OF THE NORTHWEST CORNER OF A BRICK GATE POST (MOST WESTERLY
 CR0724'ONE OF TWO POSTS) AT THE ENTRANCE TO CORBIN FARM, 46.1 FEET SOUTH OF
 CR0724'THE CENTER LINE OF THE HIGHWAY, 1.1 FEET WEST OF A REFERENCE POST, 0.9
 CR0724'FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CR0724'0.7 FOOT ABOVE THE GROUND.
 CR0724
 CR0724                          STATION RECOVERY (1995)
 CR0724
 CR0724'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0724'MARK NOT FOUND.
 CR0724
 CR0724                          STATION RECOVERY (2004)
 CR0724
 CR0724'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0724'MARK NOT FOUND.  THE HIGHWAY LOCATION FOR THE MARK HAS CHANGED AND IS
 CR0724'NOW TEXAS FM 279.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0956 ***********************************************************************
 CR0956  DESIGNATION -  W 965
 CR0956  PID         -  CR0956
 CR0956  STATE/COUNTY-  TX/VAN ZANDT
 CR0956  USGS QUAD   -  CANTON (1981)
 CR0956
 CR0956                         *CURRENT SURVEY CONTROL
 CR0956  ___________________________________________________________________
 CR0956* NAD 83(1986)-  32 33 23.     (N)    095 51 46.     (W)     SCALED    
 CR0956* NAVD 88     -       155.081  (meters)     508.79   (feet)  ADJUSTED  
 CR0956  ___________________________________________________________________
 CR0956  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0956  DYNAMIC HT  -         154.904 (meters)     508.21  (feet)  COMP
 CR0956  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CR0956
 CR0956  VERT ORDER  -  SECOND    CLASS 0
 CR0956
 CR0956.The horizontal coordinates were scaled from a topographic map and have
 CR0956.an estimated accuracy of +/- 6 seconds.
 CR0956
 CR0956.The orthometric height was determined by differential leveling
 CR0956.and adjusted by the National Geodetic Survey in June 1991..
 CR0956
 CR0956.The geoid height was determined by GEOID03.
 CR0956
 CR0956.The dynamic height is computed by dividing the NAVD 88
 CR0956.geopotential number by the normal gravity value computed on the
 CR0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0956.degrees latitude (g = 980.6199 gals.).
 CR0956
 CR0956.The modeled gravity was interpolated from observed gravity values.
 CR0956
 CR0956;                    North         East    Units  Estimated Accuracy
 CR0956;SPC TXNC     - 2,101,770.      847,630.      MT  (+/- 180 meters Scaled)
 CR0956
 CR0956                          SUPERSEDED SURVEY CONTROL
 CR0956
 CR0956  NGVD 29 (??/??/92)  155.093  (m)          508.83   (f) ADJ UNCH    2 0
 CR0956
 CR0956.Superseded values are not recommended for survey control.
 CR0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0956.See file dsdata.txt to determine how the superseded data were derived.
 CR0956
 CR0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS311057(NAD 83)
 CR0956_MARKER: DB = BENCH MARK DISK
 CR0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0956_SP_SET: BANISTER
 CR0956_STAMPING: W 965 1948
 CR0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0956
 CR0956  HISTORY     - Date     Condition        Report By
 CR0956  HISTORY     - 1948     MONUMENTED       CGS
 CR0956  HISTORY     - 19950912 GOOD             USPSQD
 CR0956  HISTORY     - 20030412 GOOD             GEOCAC
 CR0956
 CR0956                          STATION DESCRIPTION
 CR0956
 CR0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0956'IN CANTON.
 CR0956'AT CANTON, AT THE COURTHOUSE, 10.0 FEET WEST OF THE CENTER LINE OF THE
 CR0956'NORTH ENTRANCE, 1.1 FEET NORTH OF THE NORTH WALL AND SET IN THE TOP OF
 CR0956'THE LIMESTONE BANISTER AT THE WEST SIDE OF THE NORTH ENTRANCE.
 CR0956
 CR0956                          STATION RECOVERY (1995)
 CR0956
 CR0956'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0956'RECOVERED IN GOOD CONDITION.
 CR0956
 CR0956                          STATION RECOVERY (2003)
 CR0956
 CR0956'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CR0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1564 ***********************************************************************
 BY1564  DESIGNATION -  W 966
 BY1564  PID         -  BY1564
 BY1564  STATE/COUNTY-  TX/HOUSTON
 BY1564  USGS QUAD   -  FODICE (1963)
 BY1564
 BY1564                         *CURRENT SURVEY CONTROL
 BY1564  ___________________________________________________________________
 BY1564* NAD 83(1986)-  31 11 58.     (N)    095 15 59.     (W)     SCALED    
 BY1564* NAVD 88     -       101.96   (+/-2cm)     334.5    (feet)  VERTCON   
 BY1564  ___________________________________________________________________
 BY1564  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1564
 BY1564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1564
 BY1564.The horizontal coordinates were scaled from a topographic map and have
 BY1564.an estimated accuracy of +/- 6 seconds.
 BY1564
 BY1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1564.The vertical order pertains to the NGVD 29 superseded value.
 BY1564
 BY1564.The geoid height was determined by GEOID03.
 BY1564
 BY1564;                    North         East    Units  Estimated Accuracy
 BY1564;SPC TX C     - 3,180,910.    1,182,680.      MT  (+/- 180 meters Scaled)
 BY1564
 BY1564                          SUPERSEDED SURVEY CONTROL
 BY1564
 BY1564  NGVD 29 (??/??/92)  101.973  (m)          334.56   (f) ADJ UNCH    2 0
 BY1564
 BY1564.Superseded values are not recommended for survey control.
 BY1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1564.See file dsdata.txt to determine how the superseded data were derived.
 BY1564
 BY1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ840539(NAD 83)
 BY1564_MARKER: DB = BENCH MARK DISK
 BY1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1564_STAMPING: W 966 1948
 BY1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1564+STABILITY: SURFACE MOTION
 BY1564
 BY1564  HISTORY     - Date     Condition        Report By
 BY1564  HISTORY     - 1948     MONUMENTED       CGS
 BY1564
 BY1564                          STATION DESCRIPTION
 BY1564
 BY1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1564'2.0 MI NW FROM PENNINGTON.
 BY1564'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE PENNINGTON BAPTIST
 BY1564'CHURCH AT PENNINGTON, NEAR THE TOP OF A RISE, DIRECTLY ACROSS THE
 BY1564'HIGHWAY FROM THE HOME OF J.R. DOYLE, IN LINE WITH THE EXTENSION TO THE
 BY1564'NORTH OF THE LINE OF THE WEST FACE OF THE DOYLE HOME, 163.0 FEET
 BY1564'NORTHWEST OF A 20-INCH OAK TREE WHICH IS AT A FENCE CORNER AND AT THE
 BY1564'NORTHWEST END OF A HIGHWAY FILL, 54.2 FEET NORTHEAST OF THE CENTER
 BY1564'LINE OF THE HIGHWAY, 84.0 FEET SOUTHEAST OF A 20-INCH OAK TREE WHICH
 BY1564'IS IN THE FENCE LINE, 44.4 FEET SOUTHEAST OF A 20-INCH OAK TREE, 1.8
 BY1564'FEET SOUTHEAST OF A WITNESS POST, 1.2 FEET SOUTHWEST OF THE RIGHT OF
 BY1564'WAY FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT
 BY1564'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0095 ***********************************************************************
 CS0095  DESIGNATION -  W 967
 CS0095  PID         -  CS0095
 CS0095  STATE/COUNTY-  TX/KAUFMAN
 CS0095  USGS QUAD   -  KAUFMAN (1963)
 CS0095
 CS0095                         *CURRENT SURVEY CONTROL
 CS0095  ___________________________________________________________________
 CS0095* NAD 83(1986)-  32 31 50.     (N)    096 20 00.     (W)     SCALED    
 CS0095* NAVD 88     -       111.257  (meters)     365.02   (feet)  ADJUSTED  
 CS0095  ___________________________________________________________________
 CS0095  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0095  DYNAMIC HT  -         111.132 (meters)     364.61  (feet)  COMP
 CS0095  MODELED GRAV-     979,514.2   (mgal)                       NAVD 88
 CS0095
 CS0095  VERT ORDER  -  SECOND    CLASS 0
 CS0095
 CS0095.The horizontal coordinates were scaled from a topographic map and have
 CS0095.an estimated accuracy of +/- 6 seconds.
 CS0095
 CS0095.The orthometric height was determined by differential leveling
 CS0095.and adjusted by the National Geodetic Survey in June 1991..
 CS0095
 CS0095.The geoid height was determined by GEOID03.
 CS0095
 CS0095.The dynamic height is computed by dividing the NAVD 88
 CS0095.geopotential number by the normal gravity value computed on the
 CS0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0095.degrees latitude (g = 980.6199 gals.).
 CS0095
 CS0095.The modeled gravity was interpolated from observed gravity values.
 CS0095
 CS0095;                    North         East    Units  Estimated Accuracy
 CS0095;SPC TXNC     - 2,097,900.      803,520.      MT  (+/- 180 meters Scaled)
 CS0095
 CS0095                          SUPERSEDED SURVEY CONTROL
 CS0095
 CS0095  NGVD 29 (??/??/92)  111.275  (m)          365.07   (f) ADJ UNCH    2 0
 CS0095
 CS0095.Superseded values are not recommended for survey control.
 CS0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0095.See file dsdata.txt to determine how the superseded data were derived.
 CS0095
 CS0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB504023(NAD 83)
 CS0095_MARKER: DB = BENCH MARK DISK
 CS0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0095_STAMPING: W 967 1946
 CS0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0095+STABILITY: SURFACE MOTION
 CS0095
 CS0095  HISTORY     - Date     Condition        Report By
 CS0095  HISTORY     - 1946     MONUMENTED       CGS
 CS0095  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0095
 CS0095                          STATION DESCRIPTION
 CS0095
 CS0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0095'4.8 MI S FROM KAUFMAN.
 CS0095'TO REACH THE MARK FROM KAUFMAN GO 4.8 MILES SOUTH ALONG THE ABANDONED
 CS0095'RAILROAD BED OF THE TEXAS-NEW ORLEANS RAILROAD, 0.9 MILE SOUTHWEST OF
 CS0095'OLD HIGHWAY 34, 42 YARDS NORTHEAST OF TELEPHONE POLE Y625 AND ACROSS
 CS0095'THE TRACK, 33 YARDS NORTH AND ACROSS THE TRACK FROM A LARGE WILLOW
 CS0095'TREE, 59 FEET NORTHWEST FROM THE EAST END OF AN ABANDONED WOODEN
 CS0095'BRIDGE, 43 FEET NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET WEST OF A
 CS0095'WHITE 4/4 MARKER POST, AND PROJECTS 2 INCHES ABOVE THE GROUND.
 CS0095
 CS0095                          STATION RECOVERY (1962)
 CS0095
 CS0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1487 ***********************************************************************
 BY1487  DESIGNATION -  W 968
 BY1487  PID         -  BY1487
 BY1487  STATE/COUNTY-  TX/HOUSTON
 BY1487  USGS QUAD   -  KENNARD (1951)
 BY1487
 BY1487                         *CURRENT SURVEY CONTROL
 BY1487  ___________________________________________________________________
 BY1487* NAD 83(1986)-  31 17 45.     (N)    095 10 57.     (W)     SCALED    
 BY1487* NAVD 88     -       110.01   (+/-2cm)     360.9    (feet)  VERTCON   
 BY1487  ___________________________________________________________________
 BY1487  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BY1487
 BY1487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1487
 BY1487.The horizontal coordinates were scaled from a topographic map and have
 BY1487.an estimated accuracy of +/- 6 seconds.
 BY1487
 BY1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1487.The vertical order pertains to the NGVD 29 superseded value.
 BY1487
 BY1487.The geoid height was determined by GEOID03.
 BY1487
 BY1487;                    North         East    Units  Estimated Accuracy
 BY1487;SPC TX C     - 3,191,950.    1,190,180.      MT  (+/- 180 meters Scaled)
 BY1487
 BY1487                          SUPERSEDED SURVEY CONTROL
 BY1487
 BY1487  NGVD 29 (??/??/92)  110.027  (m)          360.98   (f) ADJ UNCH    2 0
 BY1487
 BY1487.Superseded values are not recommended for survey control.
 BY1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1487.See file dsdata.txt to determine how the superseded data were derived.
 BY1487
 BY1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ922644(NAD 83)
 BY1487_MARKER: DB = BENCH MARK DISK
 BY1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1487_STAMPING: W 968 1948
 BY1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1487+STABILITY: SURFACE MOTION
 BY1487
 BY1487  HISTORY     - Date     Condition        Report By
 BY1487  HISTORY     - 1948     MONUMENTED       CGS
 BY1487
 BY1487                          STATION DESCRIPTION
 BY1487
 BY1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1487'5.35 MI W FROM KENNARD.
 BY1487'4.55 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 25
 BY1487'FROM THE FARMERS GUARANTEE STATE BANK AT KENNARD, THENCE 0.8 MILE WEST
 BY1487'ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 27, ON TOP OF A SLIGHT
 BY1487'RISE, 210.0 FEET NORTHWEST OF THE NORTH END OF THE WEST TILE CULVERT
 BY1487'OF TWIN 24-INCH CONCRETE TILE CULVERTS, 52.8 FEET NORTH OF THE CENTER
 BY1487'LINE OF THE HIGHWAY, 16.3 FEET WEST OF A 10-INCH SWEETGUM TREE WITH A
 BY1487'TRIANGULAR BLAZE, 1.8 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 BY1487'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0407 ***********************************************************************
 CS0407  DESIGNATION -  W 969
 CS0407  PID         -  CS0407
 CS0407  STATE/COUNTY-  TX/KAUFMAN
 CS0407  USGS QUAD   -  GRAYS PRAIRIE (1978)
 CS0407
 CS0407                         *CURRENT SURVEY CONTROL
 CS0407  ___________________________________________________________________
 CS0407* NAD 83(1986)-  32 24 37.     (N)    096 19 24.     (W)     SCALED    
 CS0407* NAVD 88     -       130.951  (meters)     429.63   (feet)  ADJUSTED  
 CS0407  ___________________________________________________________________
 CS0407  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0407  DYNAMIC HT  -         130.803 (meters)     429.14  (feet)  COMP
 CS0407  MODELED GRAV-     979,505.4   (mgal)                       NAVD 88
 CS0407
 CS0407  VERT ORDER  -  SECOND    CLASS 0
 CS0407
 CS0407.The horizontal coordinates were scaled from a topographic map and have
 CS0407.an estimated accuracy of +/- 6 seconds.
 CS0407
 CS0407.The orthometric height was determined by differential leveling
 CS0407.and adjusted by the National Geodetic Survey in June 1991..
 CS0407
 CS0407.The geoid height was determined by GEOID03.
 CS0407
 CS0407.The dynamic height is computed by dividing the NAVD 88
 CS0407.geopotential number by the normal gravity value computed on the
 CS0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0407.degrees latitude (g = 980.6199 gals.).
 CS0407
 CS0407.The modeled gravity was interpolated from observed gravity values.
 CS0407
 CS0407;                    North         East    Units  Estimated Accuracy
 CS0407;SPC TXNC     - 2,084,580.      804,730.      MT  (+/- 180 meters Scaled)
 CS0407
 CS0407                          SUPERSEDED SURVEY CONTROL
 CS0407
 CS0407  NGVD 29 (??/??/92)  130.960  (m)          429.66   (f) ADJ UNCH    2 0
 CS0407
 CS0407.Superseded values are not recommended for survey control.
 CS0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0407.See file dsdata.txt to determine how the superseded data were derived.
 CS0407
 CS0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA517890(NAD 83)
 CS0407_MARKER: DB = BENCH MARK DISK
 CS0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0407_STAMPING: W 969 1946
 CS0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0407+STABILITY: SURFACE MOTION
 CS0407
 CS0407  HISTORY     - Date     Condition        Report By
 CS0407  HISTORY     - 1946     MONUMENTED       CGS
 CS0407
 CS0407                          STATION DESCRIPTION
 CS0407
 CS0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0407'3.5 MI E FROM PEELTOWN.
 CS0407'3.5 MILES EAST ALONG A GRAVELED ROAD FROM PEELTOWN SCHOOL AT PEELTOWN,
 CS0407'AT THE INTERSECTION OF TWO GRAVELED ROADS, 37 FEET NORTH OF AND LEVEL
 CS0407'WITH THE CENTERLINE OF THE EAST-WEST ROAD, 41 FEET EAST OF THE
 CS0407'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 17 FEET NORTHEAST OF A FENCE
 CS0407'CORNER, 4 FEET NORTH OF A FENCE, 3 FEET SOUTH OF A REA POWERPOLE AND
 CS0407'1.0 FOOT WEST OF A 4 X 4-INCH WITNESS POST.  A STANDARD DISK, STAMPED
 CS0407'W 969 1946 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0003 ***********************************************************************
 DN0003  DESIGNATION -  W 97
 DN0003  PID         -  DN0003
 DN0003  STATE/COUNTY-  TX/GRAYSON
 DN0003  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0003
 DN0003                         *CURRENT SURVEY CONTROL
 DN0003  ___________________________________________________________________
 DN0003* NAD 83(1986)-  33 34 39.     (N)    096 24 13.     (W)     SCALED    
 DN0003* NAVD 88     -       232.834  (meters)     763.89   (feet)  ADJUSTED  
 DN0003  ___________________________________________________________________
 DN0003  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DN0003  DYNAMIC HT  -         232.584 (meters)     763.07  (feet)  COMP
 DN0003  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 DN0003
 DN0003  VERT ORDER  -  FIRST     CLASS II
 DN0003
 DN0003.The horizontal coordinates were scaled from a topographic map and have
 DN0003.an estimated accuracy of +/- 6 seconds.
 DN0003
 DN0003.The orthometric height was determined by differential leveling
 DN0003.and adjusted by the National Geodetic Survey in June 1991..
 DN0003
 DN0003.The geoid height was determined by GEOID03.
 DN0003
 DN0003.The dynamic height is computed by dividing the NAVD 88
 DN0003.geopotential number by the normal gravity value computed on the
 DN0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0003.degrees latitude (g = 980.6199 gals.).
 DN0003
 DN0003.The modeled gravity was interpolated from observed gravity values.
 DN0003
 DN0003;                    North         East    Units  Estimated Accuracy
 DN0003;SPC TXNC     - 2,213,840.      794,600.      MT  (+/- 180 meters Scaled)
 DN0003
 DN0003                          SUPERSEDED SURVEY CONTROL
 DN0003
 DN0003  NGVD 29 (??/??/92)  232.809  (m)          763.81   (f) ADJ UNCH    1 2
 DN0003
 DN0003.Superseded values are not recommended for survey control.
 DN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0003.See file dsdata.txt to determine how the superseded data were derived.
 DN0003
 DN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC409183(NAD 83)
 DN0003_MARKER: DB = BENCH MARK DISK
 DN0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0003_STAMPING: 763.808 W 97 1933
 DN0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0003+STABILITY: SURFACE MOTION
 DN0003
 DN0003  HISTORY     - Date     Condition        Report By
 DN0003  HISTORY     - 1933     MONUMENTED       CGS
 DN0003  HISTORY     - 1942     GOOD             NGS
 DN0003  HISTORY     - 1977     MARK NOT FOUND   USGS
 DN0003  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0003
 DN0003                          STATION DESCRIPTION
 DN0003
 DN0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 DN0003'2.4 MI S FROM BELLS.
 DN0003'2.4 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0003'BELLS, GRAYSON COUNTY, 1,200 FEET NORTH OF MILEPOST 677, 50 FEET NORTH
 DN0003'OF A ROAD CROSSING, AND 50 FEET WEST OF THE TRACK.  A STANDARD DISK,
 DN0003'STAMPED 763.808 W 97 1933 AND SET IN THE TOP OF A CONCRETE POST
 DN0003'PROJECTING 9 INCHES ABOVE GROUND.
 DN0003
 DN0003                          STATION RECOVERY (1977)
 DN0003
 DN0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DN0003'MARK NOT FOUND.
 DN0003
 DN0003                          STATION RECOVERY (1986)
 DN0003
 DN0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0188 ***********************************************************************
 CS0188  DESIGNATION -  W 970
 CS0188  PID         -  CS0188
 CS0188  STATE/COUNTY-  TX/KAUFMAN
 CS0188  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0188
 CS0188                         *CURRENT SURVEY CONTROL
 CS0188  ___________________________________________________________________
 CS0188* NAD 83(1986)-  32 44 19.     (N)    096 19 01.     (W)     SCALED    
 CS0188* NAVD 88     -       150.356  (meters)     493.29   (feet)  ADJUSTED  
 CS0188  ___________________________________________________________________
 CS0188  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0188  DYNAMIC HT  -         150.190 (meters)     492.75  (feet)  COMP
 CS0188  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 CS0188
 CS0188  VERT ORDER  -  SECOND    CLASS 0
 CS0188
 CS0188.The horizontal coordinates were scaled from a topographic map and have
 CS0188.an estimated accuracy of +/- 6 seconds.
 CS0188
 CS0188.The orthometric height was determined by differential leveling
 CS0188.and adjusted by the National Geodetic Survey in June 1991..
 CS0188
 CS0188.The geoid height was determined by GEOID03.
 CS0188
 CS0188.The dynamic height is computed by dividing the NAVD 88
 CS0188.geopotential number by the normal gravity value computed on the
 CS0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0188.degrees latitude (g = 980.6199 gals.).
 CS0188
 CS0188.The modeled gravity was interpolated from observed gravity values.
 CS0188
 CS0188;                    North         East    Units  Estimated Accuracy
 CS0188;SPC TXNC     - 2,120,990.      804,580.      MT  (+/- 180 meters Scaled)
 CS0188
 CS0188                          SUPERSEDED SURVEY CONTROL
 CS0188
 CS0188  NGVD 29 (??/??/92)  150.37   (m)          493.3    (f) COMPUTED    2 0
 CS0188
 CS0188.Superseded values are not recommended for survey control.
 CS0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0188.See file dsdata.txt to determine how the superseded data were derived.
 CS0188
 CS0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB514254(NAD 83)
 CS0188_MARKER: DB = BENCH MARK DISK
 CS0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0188_STAMPING: W 970 1946
 CS0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0188+STABILITY: SURFACE MOTION
 CS0188
 CS0188  HISTORY     - Date     Condition        Report By
 CS0188  HISTORY     - 1946     MONUMENTED       CGS
 CS0188
 CS0188                          STATION DESCRIPTION
 CS0188
 CS0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0188'IN WALLACE AIRPORT.
 CS0188'AT WALLACE AIRPORT, KAUFMAN COUNTY, 65 FEET NORTHWEST OF THE NORTHWEST
 CS0188'CORNER OF THE OFFICE BUILDING, 41 FEET NORTH OF THE NORTHWEST CORNER
 CS0188'OF THE HANGAR, 5 FEET WEST OF THE WEST BUILDING LINE, AND 44.5 (4.5)
 CS0188'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK,
 CS0188'STAMPED W 970 1946 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CS0188'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0128 ***********************************************************************
 CS0128  DESIGNATION -  W 971
 CS0128  PID         -  CS0128
 CS0128  STATE/COUNTY-  TX/KAUFMAN
 CS0128  USGS QUAD   -  POETRY (1980)
 CS0128
 CS0128                         *CURRENT SURVEY CONTROL
 CS0128  ___________________________________________________________________
 CS0128* NAD 83(1986)-  32 46 06.     (N)    096 14 28.     (W)     SCALED    
 CS0128* NAVD 88     -       150.039  (meters)     492.25   (feet)  ADJUSTED  
 CS0128  ___________________________________________________________________
 CS0128  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0128  DYNAMIC HT  -         149.873 (meters)     491.71  (feet)  COMP
 CS0128  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 CS0128
 CS0128  VERT ORDER  -  SECOND    CLASS 0
 CS0128
 CS0128.The horizontal coordinates were scaled from a topographic map and have
 CS0128.an estimated accuracy of +/- 6 seconds.
 CS0128
 CS0128.The orthometric height was determined by differential leveling
 CS0128.and adjusted by the National Geodetic Survey in June 1991..
 CS0128
 CS0128.The geoid height was determined by GEOID03.
 CS0128
 CS0128.The dynamic height is computed by dividing the NAVD 88
 CS0128.geopotential number by the normal gravity value computed on the
 CS0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0128.degrees latitude (g = 980.6199 gals.).
 CS0128
 CS0128.The modeled gravity was interpolated from observed gravity values.
 CS0128
 CS0128;                    North         East    Units  Estimated Accuracy
 CS0128;SPC TXNC     - 2,124,440.      811,610.      MT  (+/- 180 meters Scaled)
 CS0128
 CS0128                          SUPERSEDED SURVEY CONTROL
 CS0128
 CS0128  NGVD 29 (??/??/92)  150.047  (m)          492.28   (f) ADJ UNCH    2 0
 CS0128
 CS0128.Superseded values are not recommended for survey control.
 CS0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0128.See file dsdata.txt to determine how the superseded data were derived.
 CS0128
 CS0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB584289(NAD 83)
 CS0128_MARKER: DB = BENCH MARK DISK
 CS0128_SETTING: 0 = UNSPECIFIED SETTING
 CS0128_STAMPING: W 971 1946
 CS0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0128
 CS0128  HISTORY     - Date     Condition        Report By
 CS0128  HISTORY     - 1946     MONUMENTED       CGS
 CS0128  HISTORY     - 1976     GOOD             USGS
 CS0128
 CS0128                          STATION DESCRIPTION
 CS0128
 CS0128'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CS0128'3.0 MI N FROM TERRELL.
 CS0128'TO REACH FROM THE INT. OF HWY. 80 AND 34 IN TERRELL.  GO N. ON HWY. 34
 CS0128'FOR 2.8 MI. TO GRADED DIRT RD. E.  GO RIGHT E. ON DIRT RD. FOR 0.35
 CS0128'MI. TO OLD RR GRADE CROSSING.  BM IS APPROXIMATELY 2400 FT. N. OF ROAD
 CS0128'ALONG OLD RR GRADE.  39 FT. S. AND 44 FT. W. OF S. END OF OLD BRIDGE
 CS0128'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2113 ***********************************************************************
 BY2113  DESIGNATION -  W 972
 BY2113  PID         -  BY2113
 BY2113  STATE/COUNTY-  TX/ANDERSON
 BY2113  USGS QUAD   -  ELKHART CREEK (1982)
 BY2113
 BY2113                         *CURRENT SURVEY CONTROL
 BY2113  ___________________________________________________________________
 BY2113* NAD 83(1986)-  31 36 50.     (N)    095 33 14.     (W)     SCALED    
 BY2113* NAVD 88     -       109.46   (+/-2cm)     359.1    (feet)  VERTCON   
 BY2113  ___________________________________________________________________
 BY2113  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BY2113
 BY2113  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2113
 BY2113.The horizontal coordinates were scaled from a topographic map and have
 BY2113.an estimated accuracy of +/- 6 seconds.
 BY2113
 BY2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2113.The vertical order pertains to the NGVD 29 superseded value.
 BY2113
 BY2113.The geoid height was determined by GEOID03.
 BY2113
 BY2113;                    North         East    Units  Estimated Accuracy
 BY2113;SPC TX C     - 3,225,610.    1,153,340.      MT  (+/- 180 meters Scaled)
 BY2113
 BY2113                          SUPERSEDED SURVEY CONTROL
 BY2113
 BY2113  NGVD 29 (??/??/92)  109.448  (m)          359.08   (f) ADJ UNCH    1 2
 BY2113
 BY2113.Superseded values are not recommended for survey control.
 BY2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2113.See file dsdata.txt to determine how the superseded data were derived.
 BY2113
 BY2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR577004(NAD 83)
 BY2113_MARKER: DB = BENCH MARK DISK
 BY2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2113_STAMPING: W 972 1947
 BY2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2113+STABILITY: SURFACE MOTION
 BY2113
 BY2113  HISTORY     - Date     Condition        Report By
 BY2113  HISTORY     - 1947     MONUMENTED       CGS
 BY2113  HISTORY     - 1960     GOOD             NGS
 BY2113
 BY2113                          STATION DESCRIPTION
 BY2113
 BY2113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2113'1.75 MI SE FROM ELKHART.
 BY2113'ABOUT 1.75 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY2113'THE STATION AT ELKHART, 71 FEET NORTH OF AND ACROSS THE TRACK FROM
 BY2113'MILEPOST 14, 33 FEET NORTH OF THE NORTH RAIL, 13 1/2 FEET SOUTH OF A
 BY2113'FENCE, IN LINE WITH A ROW OF TELEPHONE POLES, 3 FEET WEST OF A
 BY2113'TELEPHONE POLE, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A
 BY2113'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1398 ***********************************************************************
 BL1398  DESIGNATION -  W 973
 BL1398  PID         -  BL1398
 BL1398  STATE/COUNTY-  TX/SAN JACINTO
 BL1398  USGS QUAD   -  FOSTORIA (1997)
 BL1398
 BL1398                         *CURRENT SURVEY CONTROL
 BL1398  ___________________________________________________________________
 BL1398* NAD 83(1986)-  30 21 53.     (N)    095 12 17.     (W)     SCALED    
 BL1398* NAVD 88     -        56.21   (+/-2cm)     184.4    (feet)  VERTCON   
 BL1398  ___________________________________________________________________
 BL1398  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1398
 BL1398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1398
 BL1398.The horizontal coordinates were scaled from a topographic map and have
 BL1398.an estimated accuracy of +/- 6 seconds.
 BL1398
 BL1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1398.The vertical order pertains to the NGVD 29 superseded value.
 BL1398
 BL1398.The geoid height was determined by GEOID03.
 BL1398
 BL1398;                    North         East    Units  Estimated Accuracy
 BL1398;SPC TX C     - 3,088,750.    1,192,820.      MT  (+/- 180 meters Scaled)
 BL1398
 BL1398                          SUPERSEDED SURVEY CONTROL
 BL1398
 BL1398  NGVD 29 (??/??/92)   56.211  (m)          184.42   (f) ADJ UNCH    2 0
 BL1398
 BL1398.Superseded values are not recommended for survey control.
 BL1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1398.See file dsdata.txt to determine how the superseded data were derived.
 BL1398
 BL1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP881612(NAD 83)
 BL1398_MARKER: DB = BENCH MARK DISK
 BL1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1398_STAMPING: W 973 1947
 BL1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1398+STABILITY: SURFACE MOTION
 BL1398
 BL1398  HISTORY     - Date     Condition        Report By
 BL1398  HISTORY     - 1947     MONUMENTED       CGS
 BL1398
 BL1398                          STATION DESCRIPTION
 BL1398
 BL1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1398'5.7 MI NW FROM FOSTORIA.
 BL1398'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1398'FOSTORIA, THENCE 3.5 MILES NORTH ALONG A DIRT ROAD, 36.0 FEET
 BL1398'NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 24.9 FEET
 BL1398'EAST OF A 15-INCH OAK TREE WITH A TRIANGULAR BLAZE, 19.0 FEET
 BL1398'NORTHWEST OF A 10-INCH SWEETGUM TREE WITH A TRIANGULAR BLAZED, 2.0
 BL1398'FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL1398'PROJECTING 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1054 ***********************************************************************
 BL1054  DESIGNATION -  W 974
 BL1054  PID         -  BL1054
 BL1054  STATE/COUNTY-  TX/SAN JACINTO
 BL1054  USGS QUAD   -  COLDSPRING (1997)
 BL1054
 BL1054                         *CURRENT SURVEY CONTROL
 BL1054  ___________________________________________________________________
 BL1054* NAD 83(1986)-  30 34 39.     (N)    095 08 21.     (W)     SCALED    
 BL1054* NAVD 88     -       112.31   (+/-2cm)     368.5    (feet)  VERTCON   
 BL1054  ___________________________________________________________________
 BL1054  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1054
 BL1054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1054
 BL1054.The horizontal coordinates were scaled from a topographic map and have
 BL1054.an estimated accuracy of +/- 6 seconds.
 BL1054
 BL1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1054.The vertical order pertains to the NGVD 29 superseded value.
 BL1054
 BL1054.The geoid height was determined by GEOID03.
 BL1054
 BL1054;                    North         East    Units  Estimated Accuracy
 BL1054;SPC TX C     - 3,112,600.    1,198,010.      MT  (+/- 180 meters Scaled)
 BL1054
 BL1054                          SUPERSEDED SURVEY CONTROL
 BL1054
 BL1054  NGVD 29 (??/??/92)  112.310  (m)          368.47   (f) ADJ UNCH    2 0
 BL1054
 BL1054.Superseded values are not recommended for survey control.
 BL1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1054.See file dsdata.txt to determine how the superseded data were derived.
 BL1054
 BL1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP948847(NAD 83)
 BL1054_MARKER: DB = BENCH MARK DISK
 BL1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1054_STAMPING: W 974 1947
 BL1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1054+STABILITY: SURFACE MOTION
 BL1054
 BL1054  HISTORY     - Date     Condition        Report By
 BL1054  HISTORY     - 1947     MONUMENTED       CGS
 BL1054
 BL1054                          STATION DESCRIPTION
 BL1054
 BL1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1054'1.3 MI SW FROM COLDSPRING.
 BL1054'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1054'COLDSPRING, 50 YARDS EAST OF A FARMHOUSE, 47.0 FEET WEST OF AND LEVEL
 BL1054'WITH THE CENTER LINE OF THE HIGHWAY, 13.2 FEET SOUTH OF A FENCE
 BL1054'CORNER, 1.5 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST,
 BL1054'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 BL1054'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1028 ***********************************************************************
 BL1028  DESIGNATION -  W 975
 BL1028  PID         -  BL1028
 BL1028  STATE/COUNTY-  TX/WALKER
 BL1028  USGS QUAD   -  NEW WAVERLY (1976)
 BL1028
 BL1028                         *CURRENT SURVEY CONTROL
 BL1028  ___________________________________________________________________
 BL1028* NAD 83(1986)-  30 31 46.     (N)    095 25 34.     (W)     SCALED    
 BL1028* NAVD 88     -        87.19   (+/-2cm)     286.1    (feet)  VERTCON   
 BL1028  ___________________________________________________________________
 BL1028  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL1028
 BL1028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1028
 BL1028.The horizontal coordinates were scaled from a topographic map and have
 BL1028.an estimated accuracy of +/- 6 seconds.
 BL1028
 BL1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1028.The vertical order pertains to the NGVD 29 superseded value.
 BL1028
 BL1028.The geoid height was determined by GEOID03.
 BL1028
 BL1028;                    North         East    Units  Estimated Accuracy
 BL1028;SPC TX C     - 3,106,030.    1,170,750.      MT  (+/- 180 meters Scaled)
 BL1028
 BL1028                          SUPERSEDED SURVEY CONTROL
 BL1028
 BL1028  NGVD 29 (??/??/92)   87.200  (m)          286.09   (f) ADJ UNCH    2 0
 BL1028
 BL1028.Superseded values are not recommended for survey control.
 BL1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1028.See file dsdata.txt to determine how the superseded data were derived.
 BL1028
 BL1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP672799(NAD 83)
 BL1028_MARKER: DB = BENCH MARK DISK
 BL1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1028_STAMPING: W 975 1947
 BL1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1028+STABILITY: SURFACE MOTION
 BL1028
 BL1028  HISTORY     - Date     Condition        Report By
 BL1028  HISTORY     - 1947     MONUMENTED       CGS
 BL1028
 BL1028                          STATION DESCRIPTION
 BL1028
 BL1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1028'3.6 MI E FROM NEW WAVERLY.
 BL1028'3.6 MILES EAST ALONG TEXAS STATE HIGHWAY 150 FROM THE RAILWAY STATION
 BL1028'AT NEW WAVERLY, SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT
 BL1028'OF A CONCRETE BRIDGE NO. 2T50, 14.0 FEET SOUTH OF AND LEVEL WITH THE
 BL1028'CENTER LINE OF THE HIGHWAY, 0.8 FOOT SOUTH OF THE SOUTH CONCRETE GUARD
 BL1028'POST AT THE EAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0976 ***********************************************************************
 BL0976  DESIGNATION -  W 976
 BL0976  PID         -  BL0976
 BL0976  STATE/COUNTY-  TX/SAN JACINTO
 BL0976  USGS QUAD   -  STALEY (1972)
 BL0976
 BL0976                         *CURRENT SURVEY CONTROL
 BL0976  ___________________________________________________________________
 BL0976* NAD 83(1986)-  30 45 58.     (N)    095 18 32.     (W)     SCALED    
 BL0976* NAVD 88     -       111.59   (+/-2cm)     366.1    (feet)  VERTCON   
 BL0976  ___________________________________________________________________
 BL0976  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL0976
 BL0976  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0976
 BL0976.The horizontal coordinates were scaled from a topographic map and have
 BL0976.an estimated accuracy of +/- 6 seconds.
 BL0976
 BL0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0976.The vertical order pertains to the NGVD 29 superseded value.
 BL0976
 BL0976.The geoid height was determined by GEOID03.
 BL0976
 BL0976;                    North         East    Units  Estimated Accuracy
 BL0976;SPC TX C     - 3,132,740.    1,180,810.      MT  (+/- 180 meters Scaled)
 BL0976
 BL0976                          SUPERSEDED SURVEY CONTROL
 BL0976
 BL0976  NGVD 29 (??/??/92)  111.602  (m)          366.15   (f) ADJ UNCH    2 0
 BL0976
 BL0976.Superseded values are not recommended for survey control.
 BL0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0976.See file dsdata.txt to determine how the superseded data were derived.
 BL0976
 BL0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ790059(NAD 83)
 BL0976_MARKER: DB = BENCH MARK DISK
 BL0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0976_STAMPING: W 976 1947
 BL0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0976+STABILITY: SURFACE MOTION
 BL0976
 BL0976  HISTORY     - Date     Condition        Report By
 BL0976  HISTORY     - 1947     MONUMENTED       CGS
 BL0976
 BL0976                          STATION DESCRIPTION
 BL0976
 BL0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0976'2.3 MI NW FROM OAKHURST.
 BL0976'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0976'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO THE
 BL0976'JUNCTION WITH U. S. HIGHWAY NO. 190, THENCE 1.9 MILES NORTH ALONG A
 BL0976'GRADED DIRT ROAD, 85.0 FEET EAST OF A FARMHOUSE, 74.0 FEET SOUTH OF A
 BL0976'2-FOOT OAK TREE, 59.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BL0976'22.0 FEET SOUTHEAST OF A FENCE CORNER, 4.0 FEET NORTHEAST OF A FENCE,
 BL0976'2.0 FEET NORTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 BL0976'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0857 ***********************************************************************
 BL0857  DESIGNATION -  W 977
 BL0857  PID         -  BL0857
 BL0857  STATE/COUNTY-  TX/WALKER
 BL0857  USGS QUAD   -  TRINITY WEST (1972)
 BL0857
 BL0857                         *CURRENT SURVEY CONTROL
 BL0857  ___________________________________________________________________
 BL0857* NAD 83(1986)-  30 57 34.     (N)    095 26 11.     (W)     SCALED    
 BL0857* NAVD 88     -        55.53   (+/-2cm)     182.2    (feet)  VERTCON   
 BL0857  ___________________________________________________________________
 BL0857  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL0857
 BL0857  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0857
 BL0857.The horizontal coordinates were scaled from a topographic map and have
 BL0857.an estimated accuracy of +/- 6 seconds.
 BL0857
 BL0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0857.The vertical order pertains to the NGVD 29 superseded value.
 BL0857
 BL0857.The geoid height was determined by GEOID03.
 BL0857
 BL0857;                    North         East    Units  Estimated Accuracy
 BL0857;SPC TX C     - 3,153,610.    1,167,670.      MT  (+/- 180 meters Scaled)
 BL0857
 BL0857                          SUPERSEDED SURVEY CONTROL
 BL0857
 BL0857  NGVD 29 (??/??/92)   55.532  (m)          182.19   (f) ADJ UNCH    2 0
 BL0857
 BL0857.Superseded values are not recommended for survey control.
 BL0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0857.See file dsdata.txt to determine how the superseded data were derived.
 BL0857
 BL0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ672276(NAD 83)
 BL0857_MARKER: DB = BENCH MARK DISK
 BL0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0857_STAMPING: W 977 1947
 BL0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0857+STABILITY: SURFACE MOTION
 BL0857
 BL0857  HISTORY     - Date     Condition        Report By
 BL0857  HISTORY     - 1947     MONUMENTED       CGS
 BL0857  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL0857
 BL0857                          STATION DESCRIPTION
 BL0857
 BL0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0857'4.05 MI W FROM TRINITY.
 BL0857'4.05 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL0857'TRINITY, 0.25 MILE NORTHWEST OF A STEEL BRIDGE OVER A CREEK, 0.15 MILE
 BL0857'NORTHWEST OF THE TRINITY - WALKER COUNTY LINE, 0.15 MILE SOUTHEAST OF
 BL0857'A SHARP CURVE IN THE ROAD, ON THE SOUTHEAST SLOPE OF A HILL, AT THE
 BL0857'SOUTHEAST END OF A CLEARING, 44 FEET NORTHWEST OF A GROUP OF LARGE
 BL0857'CEDAR TREES, 33 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 20 FEET
 BL0857'NORTH OF A LONE 12 INCH OAK TREE, 2 FEET SOUTHEAST OF A 4X4 MARKER
 BL0857'POST, 2 FEET ABOVE THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0857'PROJECTS 1 INCH ABOVE THE GROUND.  NOTE-- A NEW GRAVEL ROAD HAS BEEN
 BL0857'BUILT RIGHT OVER MEASURED DISTANCES.
 BL0857
 BL0857                          STATION RECOVERY (1960)
 BL0857
 BL0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1896 ***********************************************************************
 BY1896  DESIGNATION -  W 978
 BY1896  PID         -  BY1896
 BY1896  STATE/COUNTY-  TX/HOUSTON
 BY1896  USGS QUAD   -  AUSTONIO (1972)
 BY1896
 BY1896                         *CURRENT SURVEY CONTROL
 BY1896  ___________________________________________________________________
 BY1896* NAD 83(1986)-  31 14 04.     (N)    095 38 18.     (W)     SCALED    
 BY1896* NAVD 88     -        84.78   (+/-2cm)     278.1    (feet)  VERTCON   
 BY1896  ___________________________________________________________________
 BY1896  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1896
 BY1896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1896
 BY1896.The horizontal coordinates were scaled from a topographic map and have
 BY1896.an estimated accuracy of +/- 6 seconds.
 BY1896
 BY1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1896.The vertical order pertains to the NGVD 29 superseded value.
 BY1896
 BY1896.The geoid height was determined by GEOID03.
 BY1896
 BY1896;                    North         East    Units  Estimated Accuracy
 BY1896;SPC TX C     - 3,183,230.    1,147,110.      MT  (+/- 180 meters Scaled)
 BY1896
 BY1896                          SUPERSEDED SURVEY CONTROL
 BY1896
 BY1896  NGVD 29 (??/??/92)   84.776  (m)          278.14   (f) ADJ UNCH    2 0
 BY1896
 BY1896.Superseded values are not recommended for survey control.
 BY1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1896.See file dsdata.txt to determine how the superseded data were derived.
 BY1896
 BY1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ487585(NAD 83)
 BY1896_MARKER: DB = BENCH MARK DISK
 BY1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1896_STAMPING: W 978 1947
 BY1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1896+STABILITY: SURFACE MOTION
 BY1896
 BY1896  HISTORY     - Date     Condition        Report By
 BY1896  HISTORY     - 1947     MONUMENTED       CGS
 BY1896
 BY1896                          STATION DESCRIPTION
 BY1896
 BY1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1896'3.4 MI SW FROM PORTER SPRINGS.
 BY1896'2.3 MILES SOUTHWEST ALONG A GRAVEL AND DIRT ROAD AND 0.6 MILE SOUTH
 BY1896'AND 0.5 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE PORTER SPRINGS
 BY1896'SCHOOL AT PORTER SPRINGS, ON THE OUTSIDE OF A SHARP CURVE, 330 FEET
 BY1896'SOUTHWEST OF THE TOP OF A HILL, 22.0 FEET NORTHWEST OF THE CENTER OF
 BY1896'THE MAIN ROAD, 20.0 FEET NORTHEAST OF THE CENTER OF A WOODEN GATE
 BY1896'ACROSS A PRIVATE ROAD LEADING NORTHWEST INTO A PASTURE, 2.2 FEET
 BY1896'SOUTHWEST OF A REFERENCE POST, 1.5 FOOT SOUTHEAST OF THE NORTHWEST
 BY1896'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD
 BY1896'AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1737 ***********************************************************************
 BL1737  DESIGNATION -  W 979
 BL1737  PID         -  BL1737
 BL1737  STATE/COUNTY-  TX/MADISON
 BL1737  USGS QUAD   -  BAKER LAKE (1972)
 BL1737
 BL1737                         *CURRENT SURVEY CONTROL
 BL1737  ___________________________________________________________________
 BL1737* NAD 83(1986)-  30 57 48.     (N)    095 41 25.     (W)     SCALED    
 BL1737* NAVD 88     -        47.97   (+/-2cm)     157.4    (feet)  VERTCON   
 BL1737  ___________________________________________________________________
 BL1737  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BL1737
 BL1737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1737
 BL1737.The horizontal coordinates were scaled from a topographic map and have
 BL1737.an estimated accuracy of +/- 6 seconds.
 BL1737
 BL1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1737.The vertical order pertains to the NGVD 29 superseded value.
 BL1737
 BL1737.The geoid height was determined by GEOID03.
 BL1737
 BL1737;                    North         East    Units  Estimated Accuracy
 BL1737;SPC TX C     - 3,153,000.    1,143,420.      MT  (+/- 180 meters Scaled)
 BL1737
 BL1737                          SUPERSEDED SURVEY CONTROL
 BL1737
 BL1737  NGVD 29 (??/??/92)   47.975  (m)          157.40   (f) ADJ UNCH    2 0
 BL1737
 BL1737.Superseded values are not recommended for survey control.
 BL1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1737.See file dsdata.txt to determine how the superseded data were derived.
 BL1737
 BL1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ430286(NAD 83)
 BL1737_MARKER: DB = BENCH MARK DISK
 BL1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1737_STAMPING: W 979 1947
 BL1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1737+STABILITY: SURFACE MOTION
 BL1737
 BL1737  HISTORY     - Date     Condition        Report By
 BL1737  HISTORY     - 1947     MONUMENTED       CGS
 BL1737  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1737
 BL1737                          STATION DESCRIPTION
 BL1737
 BL1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1737'6.55 MI SE FROM MIDWAY.
 BL1737'5.4 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1737'AT MIDWAY, THENCE 1.15 MILES EAST ALONG A DIRT ROAD, 0.3 MILE WEST OF
 BL1737'A RIGHT ANGLE TURN IN THE ROAD, 270 FEET SOUTHWEST OF THE SOUTHWEST
 BL1737'CORNER OF A DIRT WATER STORAGE TANK, 175 FEET WEST OF AN 8 FOOT WOODEN
 BL1737'BRIDGE, 37 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29 FEET WEST OF
 BL1737'A FENCE CORNER, 3 FEET WEST OF A 4X4 MARKER POST, 2 FEET NORTH OF AN
 BL1737'EAST AND WEST FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1737'2 INCHES ABOVE THE GROUND.
 BL1737
 BL1737                          STATION RECOVERY (1996)
 BL1737
 BL1737'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0986 ***********************************************************************
 BY0986  DESIGNATION -  W 98
 BY0986  PID         -  BY0986
 BY0986  STATE/COUNTY-  TX/ANGELINA
 BY0986  USGS QUAD   -  HUNTINGTON (1980)
 BY0986
 BY0986                         *CURRENT SURVEY CONTROL
 BY0986  ___________________________________________________________________
 BY0986* NAD 83(1986)-  31 18 04.     (N)    094 35 52.     (W)     SCALED    
 BY0986* NAVD 88     -        90.92   (+/-2cm)     298.3    (feet)  VERTCON   
 BY0986  ___________________________________________________________________
 BY0986  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BY0986
 BY0986  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0986
 BY0986.The horizontal coordinates were scaled from a topographic map and have
 BY0986.an estimated accuracy of +/- 6 seconds.
 BY0986
 BY0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0986.The vertical order pertains to the NGVD 29 superseded value.
 BY0986
 BY0986.The geoid height was determined by GEOID03.
 BY0986
 BY0986;                    North         East    Units  Estimated Accuracy
 BY0986;SPC TX C     - 3,195,260.    1,245,740.      MT  (+/- 180 meters Scaled)
 BY0986
 BY0986                          SUPERSEDED SURVEY CONTROL
 BY0986
 BY0986  NGVD 29 (??/??/92)   90.959  (m)          298.42   (f) ADJ UNCH    2 0
 BY0986
 BY0986.Superseded values are not recommended for survey control.
 BY0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0986.See file dsdata.txt to determine how the superseded data were derived.
 BY0986
 BY0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ479640(NAD 83)
 BY0986_MARKER: DB = BENCH MARK DISK
 BY0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0986_STAMPING: W 98 1952
 BY0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0986+STABILITY: SURFACE MOTION
 BY0986
 BY0986  HISTORY     - Date     Condition        Report By
 BY0986  HISTORY     - 1952     MONUMENTED       CGS
 BY0986
 BY0986                          STATION DESCRIPTION
 BY0986
 BY0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0986'2.0 MI NW FROM HUNTINGTON.
 BY0986'2.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0986'STATION AT HUNTINGTON, 4 POLES SOUTH OF MILEPOST 129, AT THE E.D.
 BY0986'ATTAWAY FARM, 157 FEET WEST OF THE WEST RAIL, 102 FEET SOUTHWEST OF
 BY0986'THE CENTER LINE OF A DIRT ROAD, 40 FEET WEST OF A 12 INCH PIN OAK
 BY0986'TREE, 24.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 1.7
 BY0986'FEET SOUTHEAST OF A FENCE CORNER, 1.2 FEET SOUTH OF A FENCE, 1.4 FEET
 BY0986'EAST OF A WITNESS POST, 204 FEET SOUTH OF THE SOUTHWEST CORNER OF
 BY0986'TRESTLE 128.88, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BY0986'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1019 ***********************************************************************
 BL1019  DESIGNATION -  W 981
 BL1019  PID         -  BL1019
 BL1019  STATE/COUNTY-  TX/SAN JACINTO
 BL1019  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1019
 BL1019                         *CURRENT SURVEY CONTROL
 BL1019  ___________________________________________________________________
 BL1019* NAD 83(1986)-  30 43 17.     (N)    095 11 15.     (W)     SCALED    
 BL1019* NAVD 88     -        31.59   (+/-2cm)     103.6    (feet)  VERTCON   
 BL1019  ___________________________________________________________________
 BL1019  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL1019
 BL1019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1019
 BL1019.The horizontal coordinates were scaled from a topographic map and have
 BL1019.an estimated accuracy of +/- 6 seconds.
 BL1019
 BL1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1019.The vertical order pertains to the NGVD 29 superseded value.
 BL1019
 BL1019.The geoid height was determined by GEOID03.
 BL1019
 BL1019;                    North         East    Units  Estimated Accuracy
 BL1019;SPC TX C     - 3,128,320.    1,192,640.      MT  (+/- 180 meters Scaled)
 BL1019
 BL1019                          SUPERSEDED SURVEY CONTROL
 BL1019
 BL1019  NGVD 29 (??/??/92)   31.610  (m)          103.71   (f) ADJ UNCH    2 0
 BL1019
 BL1019.Superseded values are not recommended for survey control.
 BL1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1019.See file dsdata.txt to determine how the superseded data were derived.
 BL1019
 BL1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ905007(NAD 83)
 BL1019_MARKER: DB = BENCH MARK DISK
 BL1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1019_STAMPING: W 981 1947
 BL1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1019+STABILITY: SURFACE MOTION
 BL1019
 BL1019  HISTORY     - Date     Condition        Report By
 BL1019  HISTORY     - 1947     MONUMENTED       CGS
 BL1019
 BL1019                          STATION DESCRIPTION
 BL1019
 BL1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1019'2.4 MI SE FROM POINT BLANK.
 BL1019'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE AT
 BL1019'POINT BLANK, 208.8 FEET SOUTHEAST OF THE EAST CORNER OF A WOODEN
 BL1019'BRIDGE, 49.3 FEET NORTHEAST OF AND 4.0 FEET LOWER THAN THE CENTER LINE
 BL1019'OF THE HIGHWAY, 26.6 FEET SOUTH OF A 24 INCH ELM TREE, 2.0 FEET
 BL1019'SOUTHWEST OF A FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 BL1019'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BL1019'NOTE-- GRADING MAINTENENCE OF THE ROAD DITCH WHERE THE BENCH MARK SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1085 ***********************************************************************
 BL1085  DESIGNATION -  W 982
 BL1085  PID         -  BL1085
 BL1085  STATE/COUNTY-  TX/WALKER
 BL1085  USGS QUAD   -  OAKHURST (1972)
 BL1085
 BL1085                         *CURRENT SURVEY CONTROL
 BL1085  ___________________________________________________________________
 BL1085* NAD 83(1986)-  30 39 48.     (N)    095 21 17.     (W)     SCALED    
 BL1085* NAVD 88     -       107.00   (+/-2cm)     351.0    (feet)  VERTCON   
 BL1085  ___________________________________________________________________
 BL1085  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL1085
 BL1085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1085
 BL1085.The horizontal coordinates were scaled from a topographic map and have
 BL1085.an estimated accuracy of +/- 6 seconds.
 BL1085
 BL1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1085.The vertical order pertains to the NGVD 29 superseded value.
 BL1085
 BL1085.The geoid height was determined by GEOID03.
 BL1085
 BL1085;                    North         East    Units  Estimated Accuracy
 BL1085;SPC TX C     - 3,121,160.    1,176,930.      MT  (+/- 180 meters Scaled)
 BL1085
 BL1085                          SUPERSEDED SURVEY CONTROL
 BL1085
 BL1085  NGVD 29 (??/??/92)  107.011  (m)          351.09   (f) ADJ UNCH    2 0
 BL1085
 BL1085.Superseded values are not recommended for survey control.
 BL1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1085.See file dsdata.txt to determine how the superseded data were derived.
 BL1085
 BL1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP743946(NAD 83)
 BL1085_MARKER: DB = BENCH MARK DISK
 BL1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1085_STAMPING: W 982 1947
 BL1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1085+STABILITY: SURFACE MOTION
 BL1085
 BL1085  HISTORY     - Date     Condition        Report By
 BL1085  HISTORY     - 1947     MONUMENTED       CGS
 BL1085  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 BL1085
 BL1085                          STATION DESCRIPTION
 BL1085
 BL1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1085'7.5 MI SE FROM PHELPS.
 BL1085'1.6 MILES EAST ALONG A GRADED DIRT ROAD FROM THE INTERNATIONAL AND
 BL1085'GREAT NORTHERN RAILROAD STATION AT PHELPS TO A ROAD FORKS, THENCE 3.7
 BL1085'MILES EAST ALONG THE RIGHT FORK TO A JUNCTION WITH SAM HOUSTON
 BL1085'NATIONAL FOREST ROAD 202, THENCE 2.2 MILES SOUTH ALONG SAM HOUSTON
 BL1085'NATIONAL FOREST ROAD 202, 61.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BL1085'OF A WOODEN BRIDGE, 38.0 FEET WEST OF AND LEVEL WITH THE CENTER LINE
 BL1085'OF THE ROAD, 13.0 FEET NORTH OF AN 18 INCH PINE TREE, 12.0 FEET EAST
 BL1085'OF A 17 INCH PINE TREE, 3.0 FEET WEST OF A WITNESS POST, SET IN THE
 BL1085'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 BL1085
 BL1085                          STATION RECOVERY (1971)
 BL1085
 BL1085'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 BL1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1801 ***********************************************************************
 BL1801  DESIGNATION -  W 984
 BL1801  PID         -  BL1801
 BL1801  STATE/COUNTY-  TX/WALKER
 BL1801  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1801
 BL1801                         *CURRENT SURVEY CONTROL
 BL1801  ___________________________________________________________________
 BL1801* NAD 83(1986)-  30 49 06.     (N)    095 31 30.     (W)     SCALED    
 BL1801* NAVD 88     -        74.72   (+/-2cm)     245.1    (feet)  VERTCON   
 BL1801  ___________________________________________________________________
 BL1801  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BL1801
 BL1801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1801
 BL1801.The horizontal coordinates were scaled from a topographic map and have
 BL1801.an estimated accuracy of +/- 6 seconds.
 BL1801
 BL1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1801.The vertical order pertains to the NGVD 29 superseded value.
 BL1801
 BL1801.The geoid height was determined by GEOID03.
 BL1801
 BL1801;                    North         East    Units  Estimated Accuracy
 BL1801;SPC TX C     - 3,137,610.    1,159,890.      MT  (+/- 180 meters Scaled)
 BL1801
 BL1801                          SUPERSEDED SURVEY CONTROL
 BL1801
 BL1801  NGVD 29 (??/??/92)   74.727  (m)          245.17   (f) ADJ UNCH    2 0
 BL1801
 BL1801.Superseded values are not recommended for survey control.
 BL1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1801.See file dsdata.txt to determine how the superseded data were derived.
 BL1801
 BL1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ584121(NAD 83)
 BL1801_MARKER: DB = BENCH MARK DISK
 BL1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1801_STAMPING: W 984 1947
 BL1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1801+STABILITY: SURFACE MOTION
 BL1801
 BL1801  HISTORY     - Date     Condition        Report By
 BL1801  HISTORY     - 1947     MONUMENTED       CGS
 BL1801  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1801
 BL1801                          STATION DESCRIPTION
 BL1801
 BL1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1801'6.6 MI N FROM HUNTSVILLE.
 BL1801'1.8 MILES NORTH ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL AT
 BL1801'HUNTSVILLE, THENCE 4.8 MILES NORTH ALONG A GRAVEL AND DIRT ROAD, AT
 BL1801'THE JUNCTION WITH A DIRT ROAD LEADING WEST, 0.05 MILE SOUTH OF A
 BL1801'WOODEN BRIDGE OVER A SMALL CREEK, 130 FEET WEST OF THE CENTER LINE OF
 BL1801'THE MAIN ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 BL1801'WEST, 3 FEET WEST OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE
 BL1801'POST WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 BL1801
 BL1801                          STATION RECOVERY (1996)
 BL1801
 BL1801'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1671 ***********************************************************************
 BY1671  DESIGNATION -  W 985
 BY1671  PID         -  BY1671
 BY1671  STATE/COUNTY-  TX/LEON
 BY1671  USGS QUAD   -  FLO (1964)
 BY1671
 BY1671                         *CURRENT SURVEY CONTROL
 BY1671  ___________________________________________________________________
 BY1671* NAD 83(1986)-  31 29 44.     (N)    095 58 39.     (W)     SCALED    
 BY1671* NAVD 88     -        78.12   (+/-2cm)     256.3    (feet)  VERTCON   
 BY1671  ___________________________________________________________________
 BY1671  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BY1671
 BY1671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1671
 BY1671.The horizontal coordinates were scaled from a topographic map and have
 BY1671.an estimated accuracy of +/- 6 seconds.
 BY1671
 BY1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1671.The vertical order pertains to the NGVD 29 superseded value.
 BY1671
 BY1671.The geoid height was determined by GEOID03.
 BY1671
 BY1671;                    North         East    Units  Estimated Accuracy
 BY1671;SPC TX C     - 3,210,850.    1,113,700.      MT  (+/- 180 meters Scaled)
 BY1671
 BY1671                          SUPERSEDED SURVEY CONTROL
 BY1671
 BY1671  NGVD 29 (??/??/92)   78.089  (m)          256.20   (f) ADJ UNCH    2 0
 BY1671
 BY1671.Superseded values are not recommended for survey control.
 BY1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1671.See file dsdata.txt to determine how the superseded data were derived.
 BY1671
 BY1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ171883(NAD 83)
 BY1671_MARKER: DB = BENCH MARK DISK
 BY1671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1671_SP_SET: CULVERT
 BY1671_STAMPING: W 985 1947
 BY1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1671
 BY1671  HISTORY     - Date     Condition        Report By
 BY1671  HISTORY     - 1947     MONUMENTED       CGS
 BY1671
 BY1671                          STATION DESCRIPTION
 BY1671
 BY1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1671'5.4 MI NE FROM BUFFALO.
 BY1671'ABOUT 5.4 MILES NORTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN
 BY1671'RAILROAD FROM THE STATION AT BUFFALO TO THE SITE OF THE BENCH MARK.
 BY1671'THE MARK IS IN THE WEST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 BY1671'CULVERT, ABOUT 9 POLES NORTHEAST OF MILEPOST 29/20, AND 10 FEET
 BY1671'NORTHWEST OF AND 1 FOOT LOWER THAN THE CENTER LINE OF THE TRACK.  A
 BY1671'BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1069 ***********************************************************************
 BL1069  DESIGNATION -  W 986
 BL1069  PID         -  BL1069
 BL1069  STATE/COUNTY-  TX/POLK
 BL1069  USGS QUAD   -  BLANCHARD (1972)
 BL1069
 BL1069                         *CURRENT SURVEY CONTROL
 BL1069  ___________________________________________________________________
 BL1069* NAD 83(1986)-  30 41 12.     (N)    095 04 44.     (W)     SCALED    
 BL1069* NAVD 88     -        30.56   (+/-2cm)     100.3    (feet)  VERTCON   
 BL1069  ___________________________________________________________________
 BL1069  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1069
 BL1069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1069
 BL1069.The horizontal coordinates were scaled from a topographic map and have
 BL1069.an estimated accuracy of +/- 6 seconds.
 BL1069
 BL1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1069.The vertical order pertains to the NGVD 29 superseded value.
 BL1069
 BL1069.The geoid height was determined by GEOID03.
 BL1069
 BL1069;                    North         East    Units  Estimated Accuracy
 BL1069;SPC TX C     - 3,124,960.    1,203,220.      MT  (+/- 180 meters Scaled)
 BL1069
 BL1069                          SUPERSEDED SURVEY CONTROL
 BL1069
 BL1069  NGVD 29 (??/??/92)   30.582  (m)          100.33   (f) ADJ UNCH    2 0
 BL1069
 BL1069.Superseded values are not recommended for survey control.
 BL1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1069.See file dsdata.txt to determine how the superseded data were derived.
 BL1069
 BL1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP008967(NAD 83)
 BL1069_MARKER: DB = BENCH MARK DISK
 BL1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1069_STAMPING: W 986 1947
 BL1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1069+STABILITY: SURFACE MOTION
 BL1069
 BL1069  HISTORY     - Date     Condition        Report By
 BL1069  HISTORY     - 1947     MONUMENTED       CGS
 BL1069
 BL1069                          STATION DESCRIPTION
 BL1069
 BL1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1069'4.5 MI S FROM BLANCHARD.
 BL1069'0.2 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL1069'BLANCHARD, THENCE 2.5 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.8
 BL1069'MILES SOUTH ALONG A GRADED DIRT ROAD, 0.2 MILE NORTHEAST OF A
 BL1069'FARMHOUSE, 27.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1069'ROAD, 10.4 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET NORTHEAST OF A
 BL1069'FENCE, 1.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BL1069'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0821 ***********************************************************************
 BL0821  DESIGNATION -  W 987
 BL0821  PID         -  BL0821
 BL0821  STATE/COUNTY-  TX/WALKER
 BL0821  USGS QUAD   -  PHELPS (1976)
 BL0821
 BL0821                         *CURRENT SURVEY CONTROL
 BL0821  ___________________________________________________________________
 BL0821* NAD 83(1986)-  30 40 43.     (N)    095 26 42.     (W)     SCALED    
 BL0821* NAVD 88     -       100.93   (+/-2cm)     331.1    (feet)  VERTCON   
 BL0821  ___________________________________________________________________
 BL0821  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL0821
 BL0821  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0821
 BL0821.The horizontal coordinates were scaled from a topographic map and have
 BL0821.an estimated accuracy of +/- 6 seconds.
 BL0821
 BL0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0821.The vertical order pertains to the NGVD 29 superseded value.
 BL0821
 BL0821.The geoid height was determined by GEOID03.
 BL0821
 BL0821;                    North         East    Units  Estimated Accuracy
 BL0821;SPC TX C     - 3,122,470.    1,168,220.      MT  (+/- 180 meters Scaled)
 BL0821
 BL0821                          SUPERSEDED SURVEY CONTROL
 BL0821
 BL0821  NGVD 29 (??/??/92)  100.935  (m)          331.15   (f) ADJ UNCH    1 1
 BL0821
 BL0821.Superseded values are not recommended for survey control.
 BL0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0821.See file dsdata.txt to determine how the superseded data were derived.
 BL0821
 BL0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP657965(NAD 83)
 BL0821_MARKER: DB = BENCH MARK DISK
 BL0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0821_STAMPING: W 987 1947
 BL0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0821+STABILITY: SURFACE MOTION
 BL0821
 BL0821  HISTORY     - Date     Condition        Report By
 BL0821  HISTORY     - 1947     MONUMENTED       CGS
 BL0821  HISTORY     - 1973     GOOD             NGS
 BL0821  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0821
 BL0821                          STATION DESCRIPTION
 BL0821
 BL0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0821'1.2 MI S FROM PHELPS.
 BL0821'ABOUT 1.2 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0821'CROSSING OF SPUR 2296, 88.7 FEET SOUTHEAST OF AND ACROSS FROM THE
 BL0821'TRACKS FROM THE SECOND POLE SOUTH OF MILE POST 85, 35.7 FEET EAST OF
 BL0821'THE EAST RAIL, 29 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD,
 BL0821'0.6 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 BL0821'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 BL0821
 BL0821                          STATION RECOVERY (1978)
 BL0821
 BL0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0821'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1208 ***********************************************************************
 CS1208  DESIGNATION -  W 988
 CS1208  PID         -  CS1208
 CS1208  STATE/COUNTY-  TX/DALLAS
 CS1208  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1208
 CS1208                         *CURRENT SURVEY CONTROL
 CS1208  ___________________________________________________________________
 CS1208* NAD 83(1986)-  32 52 14.     (N)    096 43 55.     (W)     SCALED    
 CS1208* NAVD 88     -       143.844  (meters)     471.93   (feet)  ADJUSTED  
 CS1208  ___________________________________________________________________
 CS1208  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CS1208  DYNAMIC HT  -         143.682 (meters)     471.40  (feet)  COMP
 CS1208  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 CS1208
 CS1208  VERT ORDER  -  FIRST     CLASS II
 CS1208
 CS1208.The horizontal coordinates were scaled from a topographic map and have
 CS1208.an estimated accuracy of +/- 6 seconds.
 CS1208
 CS1208.The orthometric height was determined by differential leveling
 CS1208.and adjusted by the National Geodetic Survey in June 1991..
 CS1208
 CS1208.The geoid height was determined by GEOID03.
 CS1208
 CS1208.The dynamic height is computed by dividing the NAVD 88
 CS1208.geopotential number by the normal gravity value computed on the
 CS1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1208.degrees latitude (g = 980.6199 gals.).
 CS1208
 CS1208.The modeled gravity was interpolated from observed gravity values.
 CS1208
 CS1208;                    North         East    Units  Estimated Accuracy
 CS1208;SPC TXNC     - 2,134,890.      765,440.      MT  (+/- 180 meters Scaled)
 CS1208
 CS1208                          SUPERSEDED SURVEY CONTROL
 CS1208
 CS1208  NGVD 29 (??/??/92)  143.852  (m)          471.95   (f) ADJ UNCH    1 2
 CS1208
 CS1208.Superseded values are not recommended for survey control.
 CS1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1208.See file dsdata.txt to determine how the superseded data were derived.
 CS1208
 CS1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB122392(NAD 83)
 CS1208_MARKER: DB = BENCH MARK DISK
 CS1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1208_SP_SET: CULVERT
 CS1208_STAMPING: W 988 1947
 CS1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1208
 CS1208  HISTORY     - Date     Condition        Report By
 CS1208  HISTORY     - 1947     MONUMENTED       CGS
 CS1208  HISTORY     - 1958     GOOD             NGS
 CS1208  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1208  HISTORY     - 1987     GOOD             USPSQD
 CS1208
 CS1208                          STATION DESCRIPTION
 CS1208
 CS1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1208'8.0 MI NE FROM DALLAS.
 CS1208'IT IS A STANDARD DISK SET IN THE SOUTHWEST END OF THE SOUTHEAST
 CS1208'HEADWALL, AND ABOUT 4 FEET LOWER THAN THE M.K.T.R.R. TRACKS AT A
 CS1208'CONCRETE CULVERT UNDER THE TRACKS.  IT IS ABOUT 200 YARDS NORTH OF THE
 CS1208'NORTHWEST CORNER OF THE WOVEN WIRE FENCE SURROUNDING THE SHOPS AND
 CS1208'WAREHOUSES OF THE CITY OF DALLAS WATER DEPARTMENT WHICH IS IN THE
 CS1208'NORTHWEST POINT OF THE INTERSECTION OF GOFORTH ROAD AND ADLORA LANE.
 CS1208
 CS1208                          STATION RECOVERY (1986)
 CS1208
 CS1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1208'MARK NOT FOUND.
 CS1208
 CS1208                          STATION RECOVERY (1987)
 CS1208
 CS1208'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0819 ***********************************************************************
 BL0819  DESIGNATION -  W 989
 BL0819  PID         -  BL0819
 BL0819  STATE/COUNTY-  TX/WALKER
 BL0819  USGS QUAD   -  PHELPS (1976)
 BL0819
 BL0819                         *CURRENT SURVEY CONTROL
 BL0819  ___________________________________________________________________
 BL0819* NAD 83(1986)-  30 42 17.     (N)    095 28 40.     (W)     SCALED    
 BL0819* NAVD 88     -       119.21   (+/-2cm)     391.1    (feet)  VERTCON   
 BL0819  ___________________________________________________________________
 BL0819  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BL0819
 BL0819  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0819
 BL0819.The horizontal coordinates were scaled from a topographic map and have
 BL0819.an estimated accuracy of +/- 6 seconds.
 BL0819
 BL0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0819.The vertical order pertains to the NGVD 29 superseded value.
 BL0819
 BL0819.The geoid height was determined by GEOID03.
 BL0819
 BL0819;                    North         East    Units  Estimated Accuracy
 BL0819;SPC TX C     - 3,125,220.    1,164,950.      MT  (+/- 180 meters Scaled)
 BL0819
 BL0819                          SUPERSEDED SURVEY CONTROL
 BL0819
 BL0819  NGVD 29 (??/??/92)  119.214  (m)          391.12   (f) ADJ UNCH    1 2
 BL0819
 BL0819.Superseded values are not recommended for survey control.
 BL0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0819.See file dsdata.txt to determine how the superseded data were derived.
 BL0819
 BL0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP626995(NAD 83)
 BL0819_MARKER: DB = BENCH MARK DISK
 BL0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0819_STAMPING: W 989 1947
 BL0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0819+STABILITY: SURFACE MOTION
 BL0819
 BL0819  HISTORY     - Date     Condition        Report By
 BL0819  HISTORY     - 1947     MONUMENTED       CGS
 BL0819  HISTORY     - 1960     GOOD             NGS
 BL0819
 BL0819                          STATION DESCRIPTION
 BL0819
 BL0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0819'2.4 MI W FROM PHELPS.
 BL0819'ABOUT 2.4 MILES WEST ALONG A BRANCH LINE OF THE MISSOURI PACIFIC
 BL0819'RAILROAD FROM THE STATION AT PHELPS, 3 POLES NORTH OF MILEPOST 2/10,
 BL0819'40 FEET SOUTH OF THE SOUTH RAIL, 91 FEET NORTH OF THE CENTER LINE OF A
 BL0819'DIRT ROAD, 68 1/2 FEET WEST OF A TELEPHONE POLE, 14 FEET SOUTH OF A
 BL0819'LINE OF POLES, 14 1/2 FEET NORTH OF A 9-INCH OAK TREE MARKED WITH A
 BL0819'TRIANGULAR BLAZE ON THE SOUTH SIDE, ABOUT LEVEL WITH THE TRACK AND IN
 BL0819'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0426 ***********************************************************************
 BY0426  DESIGNATION -  W 99
 BY0426  PID         -  BY0426
 BY0426  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0426  USGS QUAD   -  VEACH (1984)
 BY0426
 BY0426                         *CURRENT SURVEY CONTROL
 BY0426  ___________________________________________________________________
 BY0426* NAD 83(1986)-  31 10 44.     (N)    094 08 06.     (W)     SCALED    
 BY0426* NAVD 88     -        83.32   (+/-2cm)     273.4    (feet)  VERTCON   
 BY0426  ___________________________________________________________________
 BY0426  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BY0426
 BY0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0426
 BY0426.The horizontal coordinates were scaled from a topographic map and have
 BY0426.an estimated accuracy of +/- 6 seconds.
 BY0426
 BY0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0426.The vertical order pertains to the NGVD 29 superseded value.
 BY0426
 BY0426.The geoid height was determined by GEOID03.
 BY0426
 BY0426;                    North         East    Units  Estimated Accuracy
 BY0426;SPC TX C     - 3,184,090.    1,290,490.      MT  (+/- 180 meters Scaled)
 BY0426
 BY0426                          SUPERSEDED SURVEY CONTROL
 BY0426
 BY0426  NGVD 29 (??/??/92)   83.333  (m)          273.40   (f) ADJ UNCH    2 0
 BY0426
 BY0426.Superseded values are not recommended for survey control.
 BY0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0426.See file dsdata.txt to determine how the superseded data were derived.
 BY0426
 BY0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ918499(NAD 83)
 BY0426_MARKER: DB = BENCH MARK DISK
 BY0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0426_STAMPING: W 99 1952
 BY0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0426+STABILITY: SURFACE MOTION
 BY0426
 BY0426  HISTORY     - Date     Condition        Report By
 BY0426  HISTORY     - 1952     MONUMENTED       CGS
 BY0426
 BY0426                          STATION DESCRIPTION
 BY0426
 BY0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0426'11.3 MI NW FROM BROOKELAND.
 BY0426'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0426'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0426'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 4.7 MILES
 BY0426'NORTHWEST ALONG FOREST ROAD 304, AT A JUNCTION WITH FOREST ROAD 318,
 BY0426'76 YARDS NORTHWEST OF THE CENTER LINE OF A ROAD LEADING EAST TO THE
 BY0426'HIGH POINT FIRE TOWER, 49 FEET SOUTHWEST OF THE CENTER LINE OF FOREST
 BY0426'ROAD 304, 54 FEET NORTHWEST OF THE CENTER LINE OF FOREST ROAD 318,
 BY0426'19.5 FEET SOUTH OF A 13 INCH TRIANGULAR BLAZED OAK TREE, 1 FOOT SOUTH
 BY0426'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0426'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0926 ***********************************************************************
 CR0926  DESIGNATION -  W 990
 CR0926  PID         -  CR0926
 CR0926  STATE/COUNTY-  TX/VAN ZANDT
 CR0926  USGS QUAD   -  VAN (1981)
 CR0926
 CR0926                         *CURRENT SURVEY CONTROL
 CR0926  ___________________________________________________________________
 CR0926* NAD 83(1986)-  32 31 30.     (N)    095 37 54.     (W)     SCALED    
 CR0926* NAVD 88     -       157.100  (meters)     515.42   (feet)  ADJUSTED  
 CR0926  ___________________________________________________________________
 CR0926  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CR0926  DYNAMIC HT  -         156.918 (meters)     514.82  (feet)  COMP
 CR0926  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 CR0926
 CR0926  VERT ORDER  -  SECOND    CLASS 0
 CR0926
 CR0926.The horizontal coordinates were scaled from a topographic map and have
 CR0926.an estimated accuracy of +/- 6 seconds.
 CR0926
 CR0926.The orthometric height was determined by differential leveling
 CR0926.and adjusted by the National Geodetic Survey in June 1991..
 CR0926
 CR0926.The geoid height was determined by GEOID03.
 CR0926
 CR0926.The dynamic height is computed by dividing the NAVD 88
 CR0926.geopotential number by the normal gravity value computed on the
 CR0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0926.degrees latitude (g = 980.6199 gals.).
 CR0926
 CR0926.The modeled gravity was interpolated from observed gravity values.
 CR0926
 CR0926;                    North         East    Units  Estimated Accuracy
 CR0926;SPC TXNC     - 2,098,860.      869,430.      MT  (+/- 180 meters Scaled)
 CR0926
 CR0926                          SUPERSEDED SURVEY CONTROL
 CR0926
 CR0926  NGVD 29 (??/??/92)  157.118  (m)          515.48   (f) ADJ UNCH    2 0
 CR0926
 CR0926.Superseded values are not recommended for survey control.
 CR0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0926.See file dsdata.txt to determine how the superseded data were derived.
 CR0926
 CR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS528016(NAD 83)
 CR0926_MARKER: DB = BENCH MARK DISK
 CR0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0926_SP_SET: BUILDING
 CR0926_STAMPING: W 990 1948
 CR0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0926+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0926
 CR0926  HISTORY     - Date     Condition        Report By
 CR0926  HISTORY     - 1948     MONUMENTED       CGS
 CR0926  HISTORY     - 19950904 GOOD             USPSQD
 CR0926  HISTORY     - 20050711 GOOD             USPSQD
 CR0926
 CR0926                          STATION DESCRIPTION
 CR0926
 CR0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0926'IN VAN.
 CR0926'AT VAN, AT THE HIGH SCHOOL GYMNASIUM, 0.7 FOOT EAST OF THE SOUTHWEST
 CR0926'CORNER OF THE GYMNASIUM, SET VERTICALLY 4.0 FEET ABOVE THE GROUND IN
 CR0926'THE SOUTH BRICK WALL OF THE BUILDING.
 CR0926
 CR0926                          STATION RECOVERY (1995)
 CR0926
 CR0926'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0926'RECOVERED IN GOOD CONDITION.
 CR0926
 CR0926                          STATION RECOVERY (2005)
 CR0926
 CR0926'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0868 ***********************************************************************
 CR0868  DESIGNATION -  W 991
 CR0868  PID         -  CR0868
 CR0868  STATE/COUNTY-  TX/SMITH
 CR0868  USGS QUAD   -  GOLDEN (1981)
 CR0868
 CR0868                         *CURRENT SURVEY CONTROL
 CR0868  ___________________________________________________________________
 CR0868* NAD 83(1986)-  32 40 12.     (N)    095 34 09.     (W)     SCALED    
 CR0868* NAVD 88     -       106.766  (meters)     350.28   (feet)  ADJUSTED  
 CR0868  ___________________________________________________________________
 CR0868  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CR0868  DYNAMIC HT  -         106.645 (meters)     349.88  (feet)  COMP
 CR0868  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 CR0868
 CR0868  VERT ORDER  -  SECOND    CLASS 0
 CR0868
 CR0868.The horizontal coordinates were scaled from a topographic map and have
 CR0868.an estimated accuracy of +/- 6 seconds.
 CR0868
 CR0868.The orthometric height was determined by differential leveling
 CR0868.and adjusted by the National Geodetic Survey in June 1991..
 CR0868
 CR0868.The geoid height was determined by GEOID03.
 CR0868
 CR0868.The dynamic height is computed by dividing the NAVD 88
 CR0868.geopotential number by the normal gravity value computed on the
 CR0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0868.degrees latitude (g = 980.6199 gals.).
 CR0868
 CR0868.The modeled gravity was interpolated from observed gravity values.
 CR0868
 CR0868;                    North         East    Units  Estimated Accuracy
 CR0868;SPC TXNC     - 2,115,090.      874,850.      MT  (+/- 180 meters Scaled)
 CR0868
 CR0868                          SUPERSEDED SURVEY CONTROL
 CR0868
 CR0868  NGVD 29 (??/??/92)  106.790  (m)          350.36   (f) ADJ UNCH    2 0
 CR0868
 CR0868.Superseded values are not recommended for survey control.
 CR0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0868.See file dsdata.txt to determine how the superseded data were derived.
 CR0868
 CR0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS590176(NAD 83)
 CR0868_MARKER: DB = BENCH MARK DISK
 CR0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0868_STAMPING: W 991 1948
 CR0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0868+STABILITY: SURFACE MOTION
 CR0868
 CR0868  HISTORY     - Date     Condition        Report By
 CR0868  HISTORY     - 1948     MONUMENTED       CGS
 CR0868  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0868
 CR0868                          STATION DESCRIPTION
 CR0868
 CR0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0868'5.0 MI W FROM MINEOLA.
 CR0868'5.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CR0868'MINEOLA, 416.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A RAILWAY
 CR0868'TRESTLE (NUMBER 140.8) OVER THE SABINE RIVER, 257.0 FEET NORTHEAST OF
 CR0868'MILEPOST 141, 124.0 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 69
 CR0868'YARDS(PACED) WEST OF A FARMHOUSE, 1.9 FEET EAST OF A REFERENCE POST,
 CR0868'1.5 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 CR0868'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0868
 CR0868                          STATION RECOVERY (1996)
 CR0868
 CR0868'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1012 ***********************************************************************
 CR1012  DESIGNATION -  W 992
 CR1012  PID         -  CR1012
 CR1012  STATE/COUNTY-  TX/VAN ZANDT
 CR1012  USGS QUAD   -  CANTON (1981)
 CR1012
 CR1012                         *CURRENT SURVEY CONTROL
 CR1012  ___________________________________________________________________
 CR1012* NAD 83(1986)-  32 36 38.     (N)    095 50 58.     (W)     SCALED    
 CR1012* NAVD 88     -       151.544  (meters)     497.19   (feet)  ADJUSTED  
 CR1012  ___________________________________________________________________
 CR1012  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CR1012  DYNAMIC HT  -         151.371 (meters)     496.62  (feet)  COMP
 CR1012  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 CR1012
 CR1012  VERT ORDER  -  SECOND    CLASS 0
 CR1012
 CR1012.The horizontal coordinates were scaled from a topographic map and have
 CR1012.an estimated accuracy of +/- 6 seconds.
 CR1012
 CR1012.The orthometric height was determined by differential leveling
 CR1012.and adjusted by the National Geodetic Survey in June 1991..
 CR1012
 CR1012.The geoid height was determined by GEOID03.
 CR1012
 CR1012.The dynamic height is computed by dividing the NAVD 88
 CR1012.geopotential number by the normal gravity value computed on the
 CR1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1012.degrees latitude (g = 980.6199 gals.).
 CR1012
 CR1012.The modeled gravity was interpolated from observed gravity values.
 CR1012
 CR1012;                    North         East    Units  Estimated Accuracy
 CR1012;SPC TXNC     - 2,107,810.      848,740.      MT  (+/- 180 meters Scaled)
 CR1012
 CR1012                          SUPERSEDED SURVEY CONTROL
 CR1012
 CR1012  NGVD 29 (??/??/92)  151.556  (m)          497.23   (f) ADJ UNCH    2 0
 CR1012
 CR1012.Superseded values are not recommended for survey control.
 CR1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1012.See file dsdata.txt to determine how the superseded data were derived.
 CR1012
 CR1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS326117(NAD 83)
 CR1012_MARKER: DB = BENCH MARK DISK
 CR1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1012_STAMPING: W 992 1948
 CR1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1012+STABILITY: SURFACE MOTION
 CR1012
 CR1012  HISTORY     - Date     Condition        Report By
 CR1012  HISTORY     - 1948     MONUMENTED       CGS
 CR1012  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR1012
 CR1012                          STATION DESCRIPTION
 CR1012
 CR1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1012'3.85 MI N FROM CANTON.
 CR1012'3.85 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR1012'HIGHWAY 64 AT CANTON, 367.5 FEET SOUTH OF THE CENTER OF AN
 CR1012'INTERSECTION WITH A NORTHEAST-SOUTHWEST DIRT ROAD, 104.2 FEET SOUTH OF
 CR1012'A POWER POLE, 59.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.9
 CR1012'FEET NORTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE
 CR1012'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CR1012
 CR1012                          STATION RECOVERY (1995)
 CR1012
 CR1012'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0445 ***********************************************************************
 CR0445  DESIGNATION -  W 993
 CR0445  PID         -  CR0445
 CR0445  STATE/COUNTY-  TX/SMITH
 CR0445  USGS QUAD   -  MOUNT SYLVAN (1973)
 CR0445
 CR0445                         *CURRENT SURVEY CONTROL
 CR0445  ___________________________________________________________________
 CR0445* NAD 83(1986)-  32 28 16.     (N)    095 23 10.     (W)     SCALED    
 CR0445* NAVD 88     -       153.248  (meters)     502.78   (feet)  ADJUSTED  
 CR0445  ___________________________________________________________________
 CR0445  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CR0445  DYNAMIC HT  -         153.070 (meters)     502.20  (feet)  COMP
 CR0445  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 CR0445
 CR0445  VERT ORDER  -  FIRST     CLASS II
 CR0445
 CR0445.The horizontal coordinates were scaled from a topographic map and have
 CR0445.an estimated accuracy of +/- 6 seconds.
 CR0445
 CR0445.The orthometric height was determined by differential leveling
 CR0445.and adjusted by the National Geodetic Survey in June 1991..
 CR0445
 CR0445.The geoid height was determined by GEOID03.
 CR0445
 CR0445.The dynamic height is computed by dividing the NAVD 88
 CR0445.geopotential number by the normal gravity value computed on the
 CR0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0445.degrees latitude (g = 980.6199 gals.).
 CR0445
 CR0445.The modeled gravity was interpolated from observed gravity values.
 CR0445
 CR0445;                    North         East    Units  Estimated Accuracy
 CR0445;SPC TXNC     - 2,093,540.      892,660.      MT  (+/- 180 meters Scaled)
 CR0445
 CR0445                          SUPERSEDED SURVEY CONTROL
 CR0445
 CR0445  NGVD 29 (??/??/92)  153.278  (m)          502.88   (f) ADJ UNCH    1 2
 CR0445
 CR0445.Superseded values are not recommended for survey control.
 CR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0445.See file dsdata.txt to determine how the superseded data were derived.
 CR0445
 CR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR757951(NAD 83)
 CR0445_MARKER: DB = BENCH MARK DISK
 CR0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0445_STAMPING: W 993 1948
 CR0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0445+STABILITY: SURFACE MOTION
 CR0445
 CR0445  HISTORY     - Date     Condition        Report By
 CR0445  HISTORY     - 1948     MONUMENTED       CGS
 CR0445  HISTORY     - 1959     GOOD             NGS
 CR0445  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0445
 CR0445                          STATION DESCRIPTION
 CR0445
 CR0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0445'3.4 MI S FROM LINDALE.
 CR0445'ABOUT 3.4 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0445'FROM THE STATION AT LINDALE, 4 1/2 POLES SOUTHEAST OF POLE 29/10, 54.4
 CR0445'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 82 FEET WEST OF THE CENTER LINE
 CR0445'OF A ROAD CROSSING, 47 FEET NORTHWEST OF THE CENTER LINE OF A DIRT
 CR0445'ROAD, 18.7 FEET NORTHEAST OF THE SOUTHWEST RAILROAD RIGHT-OF-WAY
 CR0445'FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW
 CR0445'THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING
 CR0445'4 INCHES.
 CR0445
 CR0445                          STATION RECOVERY (1996)
 CR0445
 CR0445'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0262 ***********************************************************************
 BY0262  DESIGNATION -  W 994
 BY0262  PID         -  BY0262
 BY0262  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0262  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0262
 BY0262                         *CURRENT SURVEY CONTROL
 BY0262  ___________________________________________________________________
 BY0262* NAD 83(1986)-  31 35 42.     (N)    094 16 37.     (W)     SCALED    
 BY0262* NAVD 88     -        67.51   (+/-2cm)     221.5    (feet)  VERTCON   
 BY0262  ___________________________________________________________________
 BY0262  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY0262
 BY0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0262
 BY0262.The horizontal coordinates were scaled from a topographic map and have
 BY0262.an estimated accuracy of +/- 6 seconds.
 BY0262
 BY0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0262.The vertical order pertains to the NGVD 29 superseded value.
 BY0262
 BY0262.The geoid height was determined by GEOID03.
 BY0262
 BY0262;                    North         East    Units  Estimated Accuracy
 BY0262;SPC TX C     - 3,229,410.    1,274,470.      MT  (+/- 180 meters Scaled)
 BY0262
 BY0262                          SUPERSEDED SURVEY CONTROL
 BY0262
 BY0262  NGVD 29 (??/??/92)   67.547  (m)          221.61   (f) ADJ UNCH    2 0
 BY0262
 BY0262.Superseded values are not recommended for survey control.
 BY0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0262.See file dsdata.txt to determine how the superseded data were derived.
 BY0262
 BY0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ788962(NAD 83)
 BY0262_MARKER: DB = BENCH MARK DISK
 BY0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0262_STAMPING: W 994 1949
 BY0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0262+STABILITY: SURFACE MOTION
 BY0262
 BY0262  HISTORY     - Date     Condition        Report By
 BY0262  HISTORY     - 1949     MONUMENTED       CGS
 BY0262  HISTORY     - 1980     GOOD             USGS
 BY0262
 BY0262                          STATION DESCRIPTION
 BY0262
 BY0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0262'1.25 MI S FROM CAMP WORTH.
 BY0262'0.55 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT CAMP
 BY0262'WORTH, THENCE 0.7 MILE SOUTHWEST ALONG THE FROST INDUSTRIES, INC.
 BY0262'RAILROAD, 96.0 FEET EAST OF THE 6-INCH WATER PIPE OF THE UPRIGHT
 BY0262'PORTION OF A RAILWAY WATER CRANE, 40.7 FEET EAST OF THE NORTHEAST END
 BY0262'OF A TRESTLE OVER ARENOSO CREEK, 38.0 FEET SOUTHEAST OF THE SOUTHEAST
 BY0262'RAIL OF THE TRACK, 2.0 FEET SOUTHWEST OF A REFERENCE POST AND SET IN
 BY0262'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0262
 BY0262                          STATION RECOVERY (1980)
 BY0262
 BY0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0262'6.35 MILE SOUTH ALONG THE FM RD. 711 FROM THE BYFORD GROCERY STORE AT
 BY0262'JERICHO TO A DIRT ROAD WEST (RIGHT), THENCE 0.3 MILE WEST ALONG THE
 BY0262'DIRT ROAD TO THE JUNCTION OF THE ROAD BENDING SOUTH (LEFT) AND A
 BY0262'TRAIL NORTH (RIGHT), THENCE 1.7 MILE SOUTH AND WEST TO A JUNCTION OF
 BY0262'A DIRT ROAD LEADING NORTHWEST-SOUTHEAST,THENCE SOUTHEAST (LEFT) . 55
 BY0262'MILE ALONG A GRADED ROAD TO THE OLD FROST INDUSTRIES, INC., RAILROAD
 BY0262'GRADE, THENCE 0.7 MILE SOUHTWEST ALONG SAID RAILROAD GRADE, 54 FEET
 BY0262'EAST OF A 36 INCH CULVERT AT ARENOSA CREEK, 38 FEET SOUTH OF THE
 BY0262'CENTERLINE OF THE OLD RAILROAD GRADE, 10 FEET NORTH OF A3 FEET WIDE
 BY0262'DITCH, AND PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0209 ***********************************************************************
 BY0209  DESIGNATION -  W 995 RESET 1967
 BY0209  PID         -  BY0209
 BY0209  STATE/COUNTY-  TX/SHELBY
 BY0209  USGS QUAD   -  NEUVILLE (1984)
 BY0209
 BY0209                         *CURRENT SURVEY CONTROL
 BY0209  ___________________________________________________________________
 BY0209* NAD 83(1986)-  31 44 13.     (N)    094 14 58.     (W)     SCALED    
 BY0209* NAVD 88     -       150.88   (+/-2cm)     495.0    (feet)  VERTCON   
 BY0209  ___________________________________________________________________
 BY0209  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY0209
 BY0209  VERT ORDER  -  THIRD (See Below)
 BY0209
 BY0209.The horizontal coordinates were scaled from a topographic map and have
 BY0209.an estimated accuracy of +/- 6 seconds.
 BY0209
 BY0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0209.The vertical order pertains to the NGVD 29 superseded value.
 BY0209
 BY0209.The geoid height was determined by GEOID03.
 BY0209
 BY0209;                    North         East    Units  Estimated Accuracy
 BY0209;SPC TX C     - 3,245,270.    1,276,210.      MT  (+/- 180 meters Scaled)
 BY0209
 BY0209                          SUPERSEDED SURVEY CONTROL
 BY0209
 BY0209  NGVD 29 (01/29/03)  150.90   (m)          495.1    (f) RESET       3  
 BY0209
 BY0209.Superseded values are not recommended for survey control.
 BY0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0209.See file dsdata.txt to determine how the superseded data were derived.
 BY0209
 BY0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR816119(NAD 83)
 BY0209_MARKER: DB = BENCH MARK DISK
 BY0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0209_STAMPING: W 995 RESET 1967
 BY0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0209+STABILITY: SURFACE MOTION
 BY0209
 BY0209  HISTORY     - Date     Condition        Report By
 BY0209  HISTORY     - 1967     MONUMENTED       CGS
 BY0209
 BY0209                          STATION DESCRIPTION
 BY0209
 BY0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BY0209'5.95 MI SW FROM CENTER.
 BY0209'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE IN
 BY0209'CENTER TO THE JUNCTION OF U. S. HIGHWAY 96, THENCE CONTINUE SOUTHWEST
 BY0209'5.55 MILES ALONG STATE HIGHWAY 7 TO SITE OF BENCH MARK, 61 FEET
 BY0209'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 15 FEET NORTHEAST OF THE
 BY0209'CENTER OF A METAL GATE, 10 FEET SOUTHWEST OF A T-FENCE CORNER, 1 FOOT
 BY0209'NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF A METAL
 BY0209'WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 318 + 49.  A C
 BY0209'AND GS BENCH MARK DISK, SET IN A 12 X 12 IN. CONCRETE POST WHICH
 BY0209'PROJECTS 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0374 ***********************************************************************
 CS0374  DESIGNATION -  W 996
 CS0374  PID         -  CS0374
 CS0374  STATE/COUNTY-  TX/KAUFMAN
 CS0374  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0374
 CS0374                         *CURRENT SURVEY CONTROL
 CS0374  ___________________________________________________________________
 CS0374* NAD 83(1986)-  32 27 51.     (N)    096 06 24.     (W)     SCALED    
 CS0374* NAVD 88     -       127.738  (meters)     419.09   (feet)  ADJUSTED  
 CS0374  ___________________________________________________________________
 CS0374  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0374  DYNAMIC HT  -         127.593 (meters)     418.61  (feet)  COMP
 CS0374  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 CS0374
 CS0374  VERT ORDER  -  SECOND    CLASS 0
 CS0374
 CS0374.The horizontal coordinates were scaled from a topographic map and have
 CS0374.an estimated accuracy of +/- 6 seconds.
 CS0374
 CS0374.The orthometric height was determined by differential leveling
 CS0374.and adjusted by the National Geodetic Survey in June 1991..
 CS0374
 CS0374.The geoid height was determined by GEOID03.
 CS0374
 CS0374.The dynamic height is computed by dividing the NAVD 88
 CS0374.geopotential number by the normal gravity value computed on the
 CS0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0374.degrees latitude (g = 980.6199 gals.).
 CS0374
 CS0374.The modeled gravity was interpolated from observed gravity values.
 CS0374
 CS0374;                    North         East    Units  Estimated Accuracy
 CS0374;SPC TXNC     - 2,091,000.      824,970.      MT  (+/- 180 meters Scaled)
 CS0374
 CS0374                          SUPERSEDED SURVEY CONTROL
 CS0374
 CS0374  NGVD 29 (??/??/92)  127.750  (m)          419.13   (f) ADJ UNCH    2 0
 CS0374
 CS0374.Superseded values are not recommended for survey control.
 CS0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0374.See file dsdata.txt to determine how the superseded data were derived.
 CS0374
 CS0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA719955(NAD 83)
 CS0374_MARKER: DB = BENCH MARK DISK
 CS0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0374_STAMPING: W 996 1948
 CS0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0374+STABILITY: SURFACE MOTION
 CS0374
 CS0374  HISTORY     - Date     Condition        Report By
 CS0374  HISTORY     - 1948     MONUMENTED       CGS
 CS0374
 CS0374                          STATION DESCRIPTION
 CS0374
 CS0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0374'1.15 MI S FROM PRAIRIEVILLE.
 CS0374'1.15 MILES SOUTH ALONG FARM ROAD 85 FROM THE POST OFFICE AT
 CS0374'PRAIRIEVILLE, 50 YARDS (PACED) SOUTH OF THE CENTER OF A CURVE, 154.0
 CS0374'FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD LEADING WEST
 CS0374'TO A FARMHOUSE, 47.0 FEET NORTH OF A POWER LINE JUNCTION POLE, 41.0
 CS0374'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF A CONCRETE
 CS0374'RIGHT-OF-WAY MARKER POST, 0.7 FOOT WEST OF A FENCE, 1.7 FEET NORTH OF
 CS0374'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CS0374'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0371 ***********************************************************************
 CS0371  DESIGNATION -  W 997
 CS0371  PID         -  CS0371
 CS0371  STATE/COUNTY-  TX/VAN ZANDT
 CS0371  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0371
 CS0371                         *CURRENT SURVEY CONTROL
 CS0371  ___________________________________________________________________
 CS0371* NAD 83(1986)-  32 28 41.     (N)    096 00 01.     (W)     SCALED    
 CS0371* NAVD 88     -       141.616  (meters)     464.62   (feet)  ADJUSTED  
 CS0371  ___________________________________________________________________
 CS0371  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0371  DYNAMIC HT  -         141.454 (meters)     464.09  (feet)  COMP
 CS0371  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CS0371
 CS0371  VERT ORDER  -  SECOND    CLASS 0
 CS0371
 CS0371.The horizontal coordinates were scaled from a topographic map and have
 CS0371.an estimated accuracy of +/- 6 seconds.
 CS0371
 CS0371.The orthometric height was determined by differential leveling
 CS0371.and adjusted by the National Geodetic Survey in June 1991..
 CS0371
 CS0371.The geoid height was determined by GEOID03.
 CS0371
 CS0371.The dynamic height is computed by dividing the NAVD 88
 CS0371.geopotential number by the normal gravity value computed on the
 CS0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0371.degrees latitude (g = 980.6199 gals.).
 CS0371
 CS0371.The modeled gravity was interpolated from observed gravity values.
 CS0371
 CS0371;                    North         East    Units  Estimated Accuracy
 CS0371;SPC TXNC     - 2,092,770.      834,930.      MT  (+/- 180 meters Scaled)
 CS0371
 CS0371                          SUPERSEDED SURVEY CONTROL
 CS0371
 CS0371  NGVD 29 (??/??/92)  141.625  (m)          464.65   (f) ADJ UNCH    2 0
 CS0371
 CS0371.Superseded values are not recommended for survey control.
 CS0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0371.See file dsdata.txt to determine how the superseded data were derived.
 CS0371
 CS0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA819973(NAD 83)
 CS0371_MARKER: DB = BENCH MARK DISK
 CS0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0371_STAMPING: W 997 1948
 CS0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0371+STABILITY: SURFACE MOTION
 CS0371
 CS0371  HISTORY     - Date     Condition        Report By
 CS0371  HISTORY     - 1948     MONUMENTED       CGS
 CS0371  HISTORY     - 1962     GOOD             USGS
 CS0371  HISTORY     - 19950912 GOOD             USPSQD
 CS0371
 CS0371                          STATION DESCRIPTION
 CS0371
 CS0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0371'7.1 MI NE FROM PRAIRIEVILLE.
 CS0371'6.2 MILES EAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 CS0371'PRAIRIEVILLE, THENCE 0.4 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE
 CS0371'0.5 MILE EAST ALONG A GRADED DIRT ROAD, 0.5 MILE SOUTHWEST OF WHITON
 CS0371'SCHOOL, AT A ROAD JUNCTION, 139.0 FEET WEST OF THE CENTER LINE OF A
 CS0371'ROAD LEADING SOUTH, 100.0 FEET SOUTH OF THE CENTER LINE OF AN
 CS0371'EAST-WEST ROAD, 22.2 FEET NORTH OF A 28-INCH OAK TREE, 1.7 FEET WEST
 CS0371'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CS0371'0.5 FOOT ABOVE THE GROUND.
 CS0371
 CS0371                          STATION RECOVERY (1962)
 CS0371
 CS0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0371'RECOVERED IN GOOD CONDITION.
 CS0371
 CS0371                          STATION RECOVERY (1995)
 CS0371
 CS0371'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0008 ***********************************************************************
 BZ0008  DESIGNATION -  W 998
 BZ0008  PID         -  BZ0008
 BZ0008  STATE/COUNTY-  TX/LIMESTONE
 BZ0008  USGS QUAD   -  MEXIA (1982)
 BZ0008
 BZ0008                         *CURRENT SURVEY CONTROL
 BZ0008  ___________________________________________________________________
 BZ0008* NAD 83(1986)-  31 38 33.     (N)    096 28 02.     (W)     SCALED    
 BZ0008* NAVD 88     -       144.857  (meters)     475.25   (feet)  ADJUSTED  
 BZ0008  ___________________________________________________________________
 BZ0008  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0008  DYNAMIC HT  -         144.684 (meters)     474.68  (feet)  COMP
 BZ0008  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 BZ0008
 BZ0008  VERT ORDER  -  FIRST     CLASS II
 BZ0008
 BZ0008.The horizontal coordinates were scaled from a topographic map and have
 BZ0008.an estimated accuracy of +/- 6 seconds.
 BZ0008
 BZ0008.The orthometric height was determined by differential leveling
 BZ0008.and adjusted by the National Geodetic Survey in June 1991..
 BZ0008
 BZ0008.The geoid height was determined by GEOID03.
 BZ0008
 BZ0008.The dynamic height is computed by dividing the NAVD 88
 BZ0008.geopotential number by the normal gravity value computed on the
 BZ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0008.degrees latitude (g = 980.6199 gals.).
 BZ0008
 BZ0008.The modeled gravity was interpolated from observed gravity values.
 BZ0008
 BZ0008;                    North         East    Units  Estimated Accuracy
 BZ0008;SPC TX C     - 3,225,410.    1,066,640.      MT  (+/- 180 meters Scaled)
 BZ0008
 BZ0008                          SUPERSEDED SURVEY CONTROL
 BZ0008
 BZ0008  NGVD 29 (??/??/92)  144.836  (m)          475.18   (f) ADJ UNCH    1 2
 BZ0008
 BZ0008.Superseded values are not recommended for survey control.
 BZ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0008.See file dsdata.txt to determine how the superseded data were derived.
 BZ0008
 BZ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA401035(NAD 83)
 BZ0008_MARKER: DB = BENCH MARK DISK
 BZ0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0008_SP_SET: ABUTMENT
 BZ0008_STAMPING: W 998 1948
 BZ0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0008
 BZ0008  HISTORY     - Date     Condition        Report By
 BZ0008  HISTORY     - 1948     MONUMENTED       CGS
 BZ0008  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0008  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0008  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0008
 BZ0008                          STATION DESCRIPTION
 BZ0008
 BZ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0008'2.45 MI N FROM SHILOH.
 BZ0008'0.1 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE GRADE SCHOOL AT
 BZ0008'SHILOH, THENCE 2.35 MILE NORTH ALONG FARM ROAD NO. 39, SET IN THE
 BZ0008'NORTHEAST END OF THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE, ABOUT
 BZ0008'0.1 MILE SOUTHEAST OF THE MAIN GATE LEADING SOUTHWEST TO THE MEXIA
 BZ0008'COUNTRY CLUB, 13.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.1
 BZ0008'FEET NORTHEAST OF THE NORTH CORNER OF THE NORTHEAST CURBING.
 BZ0008
 BZ0008                          STATION RECOVERY (1963)
 BZ0008
 BZ0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0008'MARK NOT FOUND.
 BZ0008
 BZ0008                          STATION RECOVERY (1980)
 BZ0008
 BZ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0008'NOT RECOVERED, THE BRIDGE IN WHICH THE MARK WAS SET HAS BEEN REPLACED.
 BZ0008
 BZ0008                          STATION RECOVERY (2002)
 BZ0008
 BZ0008'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1630 ***********************************************************************
 BY1630  DESIGNATION -  W 999
 BY1630  PID         -  BY1630
 BY1630  STATE/COUNTY-  TX/TRINITY
 BY1630  USGS QUAD   -  GLENDALE (1972)
 BY1630
 BY1630                         *CURRENT SURVEY CONTROL
 BY1630  ___________________________________________________________________
 BY1630* NAD 83(1986)-  31 05 53.     (N)    095 19 01.     (W)     SCALED    
 BY1630* NAVD 88     -        70.93   (+/-2cm)     232.7    (feet)  VERTCON   
 BY1630  ___________________________________________________________________
 BY1630  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1630
 BY1630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1630
 BY1630.The horizontal coordinates were scaled from a topographic map and have
 BY1630.an estimated accuracy of +/- 6 seconds.
 BY1630
 BY1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1630.The vertical order pertains to the NGVD 29 superseded value.
 BY1630
 BY1630.The geoid height was determined by GEOID03.
 BY1630
 BY1630;                    North         East    Units  Estimated Accuracy
 BY1630;SPC TX C     - 3,169,470.    1,178,380.      MT  (+/- 180 meters Scaled)
 BY1630
 BY1630                          SUPERSEDED SURVEY CONTROL
 BY1630
 BY1630  NGVD 29 (??/??/92)   70.946  (m)          232.76   (f) ADJ UNCH    2 0
 BY1630
 BY1630.Superseded values are not recommended for survey control.
 BY1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1630.See file dsdata.txt to determine how the superseded data were derived.
 BY1630
 BY1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ790427(NAD 83)
 BY1630_MARKER: DB = BENCH MARK DISK
 BY1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1630_STAMPING: W 999 1948
 BY1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1630+STABILITY: SURFACE MOTION
 BY1630
 BY1630  HISTORY     - Date     Condition        Report By
 BY1630  HISTORY     - 1948     MONUMENTED       CGS
 BY1630
 BY1630                          STATION DESCRIPTION
 BY1630
 BY1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1630'8.2 MI NW FROM GLENDALE.
 BY1630'8.2 MILES NORTHWEST ALONG THE GLENDALE-THOMPSON SCHOOL ROAD FROM THE
 BY1630'POST OFFICE AT GLENDALE, AT A ROAD JUNCTION, 131.0 FEET NORTH OF THE
 BY1630'CENTER LINE OF AN EAST-WEST ROAD, 56.0 FEET NORTHEAST OF THE CENTER
 BY1630'LINE OF A ROAD LEADING NORTHWEST, 13.2 FEET EAST OF THE SOUTHEAST
 BY1630'CORNER OF THE THOMPSON SCHOOL AND IN LINE WITH THE EXTENDED SOUTH WALL
 BY1630'OF THE BUILDING, 1.9 FEET NORTH OF THE CENTER OF A FLAGPOLE, SET IN
 BY1630'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 BY1630'GROUND.  NOTE-- THIS BENCH MARK IS 0.95 MILE SOUTH ALONG A DIRT ROAD
 BY1630'FROM BENCH MARK X 999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2817 ***********************************************************************
 CS2817  DESIGNATION -  W DALLAS PWR AND LT CO TANK
 CS2817  PID         -  CS2817
 CS2817  STATE/COUNTY-  TX/DALLAS
 CS2817  USGS QUAD   -  DUNCANVILLE (1981)
 CS2817
 CS2817                         *CURRENT SURVEY CONTROL
 CS2817  ___________________________________________________________________
 CS2817* NAD 83(1993)-  32 43 25.98193(N)    096 55 58.31829(W)     ADJUSTED  
 CS2817* NAVD 88     -                                                        
 CS2817  ___________________________________________________________________
 CS2817  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 CS2817  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CS2817
 CS2817  HORZ ORDER  -  THIRD
 CS2817
 CS2817.The horizontal coordinates were established by classical geodetic methods
 CS2817.and adjusted by the National Geodetic Survey in February 1996..
 CS2817
 CS2817
 CS2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2817
 CS2817.The geoid height was determined by GEOID03.
 CS2817
 CS2817;                    North         East     Units Scale Factor Converg.
 CS2817;SPC TXNC     - 2,118,330.376   746,886.393   MT  0.99988888   +0 51 16.9
 CS2817;SPC TXNC     - 6,949,888.91  2,450,409.77   sFT  0.99988888   +0 51 16.9
 CS2817;UTM  14      - 3,622,566.978   693,719.861   MT  1.00006276   +1 07 04.2
 CS2817
 CS2817                          SUPERSEDED SURVEY CONTROL
 CS2817
 CS2817  NAD 83(1986)-  32 43 25.98785(N)    096 55 58.30086(W) AD(       ) 4
 CS2817  NAD 27      -  32 43 25.51300(N)    096 55 57.28600(W) AD(       ) 3
 CS2817
 CS2817.Superseded values are not recommended for survey control.
 CS2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2817.See file dsdata.txt to determine how the superseded data were derived.
 CS2817
 CS2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9372022567(NAD 83)
 CS2817_MARKER: 53 = ELEVATED TANK
 CS2817
 CS2817  HISTORY     - Date     Condition        Report By
 CS2817  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2817  HISTORY     - 1959     GOOD             CGS
 CS2817
 CS2817                          STATION DESCRIPTION
 CS2817
 CS2817'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2817'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF THE GRAND
 CS2817'PRAIRIE POST OFFICE AND ABOUT 75 FEET WEST OF ROAD LEADING
 CS2817'TO TOP OF HILL EAST OF THE POWER PLANT.  IT IS A 70 FOOT,
 CS2817'4 LEGGED, SILVER PAINTED, STEEL WATER TANK.
 CS2817'
 CS2817'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2817'
 CS2817'TO REACH FROM THE GRAND PRAIRIE POST OFFICE GO EAST 0.1 MILE
 CS2817'TO CORNER WITH TRAFFIC LIGHT, TURN RIGHT HERE AND GO ACROSS
 CS2817'RAILROAD TRACKS TO NEXT STREET.  TURN LEFT HERE AND GO 4.6 MILES
 CS2817'TO ROAD RIGHT, TURN RIGHT HERE AND GO 1.8 MILES TO ROAD
 CS2817'RIGHT.  TURN RIGHT HERE AND KEEP RIGHT THROUGH PLANT GATE,
 CS2817'THEN GO 0.3 MILE ON GRAVEL ROAD TO ROAD RIGHT.  TURN RIGHT
 CS2817'HERE AND GO 0.25 MILE UP THE HILL AND TO STATION ON RIGHT.
 CS2817
 CS2817                          STATION RECOVERY (1959)
 CS2817
 CS2817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CS2817'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 CS2817'THE ORIGINAL DESCRIPTION IS ADEQUATE, WITH THE FOLLOWING
 CS2817'EXCEPTIONS--THE TANK WAS BEEN REPAINTED.  IT IS NOW
 CS2817'CREAM-COLORED.  THE LEGS ARE GREEN.
 CS2817'
 CS2817'THE GRAVEL ROAD REFERRED TO IN THE ORIGINAL DESCRIPTION
 CS2817'(THE ROAD JUST INSIDE THE PLANT GATE) HAS BEEN PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0953 ***********************************************************************
 AV0953  DESIGNATION -  W PORT ARTHUR GRAIN CHY ELEV A
 AV0953  PID         -  AV0953
 AV0953  STATE/COUNTY-  TX/JEFFERSON
 AV0953  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0953
 AV0953                         *CURRENT SURVEY CONTROL
 AV0953  ___________________________________________________________________
 AV0953* NAD 83(1993)-  29 50 19.50291(N)    093 57 23.99011(W)     ADJUSTED  
 AV0953* NAVD 88     -                                                        
 AV0953  ___________________________________________________________________
 AV0953  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0953  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AV0953
 AV0953  HORZ ORDER  -  THIRD
 AV0953
 AV0953.The horizontal coordinates were established by classical geodetic methods
 AV0953.and adjusted by the National Geodetic Survey in February 1996..
 AV0953
 AV0953
 AV0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0953
 AV0953.The geoid height was determined by GEOID03.
 AV0953
 AV0953;                    North         East     Units Scale Factor Converg.
 AV0953;SPC TXSC     - 4,232,762.368 1,087,198.603   MT  0.99990178   +2 28 14.9
 AV0953;SPC TXSC     -13,886,987.87  3,566,917.42   sFT  0.99990178   +2 28 14.9
 AV0953;SPC LA S     -   151,294.754   746,516.346   MT  0.99992972   -1 18 42.1
 AV0953;SPC LA S     -   496,372.87  2,449,195.71   sFT  0.99992972   -1 18 42.1
 AV0953;UTM  15      - 3,301,301.774   407,580.992   MT  0.99970538   -0 28 33.7
 AV0953
 AV0953                          SUPERSEDED SURVEY CONTROL
 AV0953
 AV0953  NAD 83(1993)-  29 50 19.50267(N)    093 57 23.98998(W) AD(       ) 4
 AV0953  NAD 83(1986)-  29 50 19.52438(N)    093 57 23.97389(W) AD(       ) 4
 AV0953  NAD 27      -  29 50 18.73700(N)    093 57 23.35400(W) AD(       ) 3
 AV0953
 AV0953.Superseded values are not recommended for survey control.
 AV0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0953.See file dsdata.txt to determine how the superseded data were derived.
 AV0953
 AV0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0758101302(NAD 83)
 AV0953_MARKER: 85 = CHIMNEY
 AV0953
 AV0953  HISTORY     - Date     Condition        Report By
 AV0953  HISTORY     - 1912     FIRST OBSERVED   CGS
 AV0953  HISTORY     - 1933     GOOD             CGS
 AV0953  HISTORY     - 1947     GOOD             CGS
 AV0953  HISTORY     - 1957     GOOD             CGS
 AV0953
 AV0953                          STATION DESCRIPTION
 AV0953
 AV0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0953'STATION IS THE CENTER OF THE TOP OF THE WHITE CONCRETE STACK
 AV0953'OF THE GRAIN ELEVATOR LOCATED AT THE TEXAS COMPANY TERMINAL.
 AV0953
 AV0953                          STATION RECOVERY (1947)
 AV0953
 AV0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0953'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AV0953
 AV0953                          STATION RECOVERY (1957)
 AV0953
 AV0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 AV0953'INTERSECTION STATION RECOVERED AS DESCRIBED BY E.R. MC C.
 AV0953'IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0936 ***********************************************************************
 AV0936  DESIGNATION -  W PORT ARTHUR GULF REFIN CO TK
 AV0936  PID         -  AV0936
 AV0936  STATE/COUNTY-  TX/JEFFERSON
 AV0936  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0936
 AV0936                         *CURRENT SURVEY CONTROL
 AV0936  ___________________________________________________________________
 AV0936* NAD 83(1993)-  29 51 08.70944(N)    093 58 18.76490(W)     ADJUSTED  
 AV0936* NAVD 88     -                                                        
 AV0936  ___________________________________________________________________
 AV0936  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AV0936  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AV0936
 AV0936  HORZ ORDER  -  THIRD
 AV0936
 AV0936.The horizontal coordinates were established by classical geodetic methods
 AV0936.and adjusted by the National Geodetic Survey in February 1996..
 AV0936
 AV0936
 AV0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0936
 AV0936.The geoid height was determined by GEOID03.
 AV0936
 AV0936;                    North         East     Units Scale Factor Converg.
 AV0936;SPC TXSC     - 4,234,212.681 1,085,664.568   MT  0.99990390   +2 27 48.0
 AV0936;SPC TXSC     -13,891,746.10  3,561,884.50   sFT  0.99990390   +2 27 48.0
 AV0936;SPC LA S     -   152,843.150   745,081.292   MT  0.99992908   -1 19 09.5
 AV0936;SPC LA S     -   501,452.90  2,444,487.54   sFT  0.99992908   -1 19 09.5
 AV0936;UTM  15      - 3,302,828.737   406,123.834   MT  0.99970873   -0 29 01.7
 AV0936
 AV0936                          SUPERSEDED SURVEY CONTROL
 AV0936
 AV0936  NAD 83(1993)-  29 51 08.70923(N)    093 58 18.76466(W) AD(       ) 4
 AV0936  NAD 83(1986)-  29 51 08.73107(N)    093 58 18.74804(W) AD(       ) 4
 AV0936  NAD 27      -  29 51 07.94900(N)    093 58 18.13500(W) AD(       ) 3
 AV0936
 AV0936.Superseded values are not recommended for survey control.
 AV0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0936.See file dsdata.txt to determine how the superseded data were derived.
 AV0936
 AV0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0612402829(NAD 83)
 AV0936_MARKER: 53 = ELEVATED TANK
 AV0936
 AV0936  HISTORY     - Date     Condition        Report By
 AV0936  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0936  HISTORY     - 1947     GOOD             CGS
 AV0936  HISTORY     - 1957     GOOD             CGS
 AV0936  HISTORY     - 19860708 MARK NOT FOUND   USPSQD
 AV0936  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0936
 AV0936                          STATION DESCRIPTION
 AV0936
 AV0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0936'STATION IS CENTER OF TOP OF A TALL, BLACK WATER TANK ON
 AV0936'PROPERTY OF THE GULF REFINING COMPANY AT WEST PORT ARTHUR.
 AV0936'TANK HAS NO TOP AND IS LOCATED AT THIRTEENTH STREET AND
 AV0936'AVENUE A, 60 METERS AND 49.1 METERS FROM THEIR RESPECTIVE
 AV0936'CENTER LINES.
 AV0936
 AV0936                          STATION RECOVERY (1947)
 AV0936
 AV0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0936'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AV0936'THAT THE TANK IS NOW PAINTED A SILVER COLOR.
 AV0936
 AV0936                          STATION RECOVERY (1957)
 AV0936
 AV0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 AV0936'INTERSECTION STATION RECOVERED WAS WATER TANK LOCATED AT
 AV0936'THE WEST PORT ARTHUR, GULF REFINERY ABOUT 150 FEET NORTH
 AV0936'AND 50 FEET EAST OF GATE 26.  TANK IS ABOUT 125 FEET HIGH,
 AV0936'SUPPORTED BY FOUR STEEL LEGS, AND PAINTED SILVER.
 AV0936
 AV0936                          STATION RECOVERY (1986)
 AV0936
 AV0936'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0936'MARK NOT FOUND.
 AV0936
 AV0936                          STATION RECOVERY (2002)
 AV0936
 AV0936'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0941 ***********************************************************************
 AV0941  DESIGNATION -  W PORT ARTHUR GULF REFIN GR TK
 AV0941  PID         -  AV0941
 AV0941  STATE/COUNTY-  TX/JEFFERSON
 AV0941  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0941
 AV0941                         *CURRENT SURVEY CONTROL
 AV0941  ___________________________________________________________________
 AV0941* NAD 83(1993)-  29 52 04.07842(N)    093 57 57.05462(W)     ADJUSTED  
 AV0941* NAVD 88     -                                                        
 AV0941  ___________________________________________________________________
 AV0941  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0941  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AV0941
 AV0941  HORZ ORDER  -  THIRD
 AV0941
 AV0941.The horizontal coordinates were established by classical geodetic methods
 AV0941.and adjusted by the National Geodetic Survey in February 1996..
 AV0941
 AV0941
 AV0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0941
 AV0941.The geoid height was determined by GEOID03.
 AV0941
 AV0941;                    North         East     Units Scale Factor Converg.
 AV0941;SPC TXSC     - 4,235,940.904 1,086,173.347   MT  0.99990636   +2 27 58.7
 AV0941;SPC TXSC     -13,897,416.12  3,563,553.72   sFT  0.99990636   +2 27 58.7
 AV0941;SPC LA S     -   154,534.082   745,702.991   MT  0.99992843   -1 18 58.6
 AV0941;SPC LA S     -   507,000.57  2,446,527.23   sFT  0.99992843   -1 18 58.6
 AV0941;UTM  15      - 3,304,528.179   406,720.682   MT  0.99970735   -0 28 51.7
 AV0941
 AV0941                          SUPERSEDED SURVEY CONTROL
 AV0941
 AV0941  NAD 83(1993)-  29 52 04.07814(N)    093 57 57.05449(W) AD(       ) 4
 AV0941  NAD 83(1986)-  29 52 04.09978(N)    093 57 57.03762(W) AD(       ) 4
 AV0941  NAD 27      -  29 52 03.33200(N)    093 57 56.39600(W) AD(       ) 3
 AV0941
 AV0941.Superseded values are not recommended for survey control.
 AV0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0941.See file dsdata.txt to determine how the superseded data were derived.
 AV0941
 AV0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0672104528(NAD 83)
 AV0941_MARKER: 51 = TANK
 AV0941
 AV0941  HISTORY     - Date     Condition        Report By
 AV0941  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0941  HISTORY     - 1947     GOOD             CGS
 AV0941  HISTORY     - 19860709 MARK NOT FOUND   USPSQD
 AV0941  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0941
 AV0941                          STATION DESCRIPTION
 AV0941
 AV0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0941'THE BALL APEX OF THE GREY WATER TANK OF THE GULF REFINING
 AV0941'COMPANY LOCATED AT TWENTY-THIRD STREET.
 AV0941
 AV0941                          STATION RECOVERY (1947)
 AV0941
 AV0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0941'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AV0941'THAT THE TOP HAS BEEN REMOVED FROM THE TANK.  THE TANK CAN
 AV0941'BE BETTER DESCRIBED AS SILVER, NOT GREY.
 AV0941
 AV0941                          STATION RECOVERY (1986)
 AV0941
 AV0941'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0941'MARK NOT FOUND.
 AV0941
 AV0941                          STATION RECOVERY (2002)
 AV0941
 AV0941'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0944 ***********************************************************************
 AV0944  DESIGNATION -  W PORT ARTHUR TEXAS CO STK
 AV0944  PID         -  AV0944
 AV0944  STATE/COUNTY-  TX/JEFFERSON
 AV0944  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0944
 AV0944                         *CURRENT SURVEY CONTROL
 AV0944  ___________________________________________________________________
 AV0944* NAD 83(1993)-  29 49 49.80168(N)    093 57 30.40140(W)     ADJUSTED  
 AV0944* NAVD 88     -                                                        
 AV0944  ___________________________________________________________________
 AV0944  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0944  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AV0944
 AV0944  HORZ ORDER  -  THIRD
 AV0944
 AV0944.The horizontal coordinates were established by classical geodetic methods
 AV0944.and adjusted by the National Geodetic Survey in February 1996..
 AV0944
 AV0944
 AV0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0944
 AV0944.The geoid height was determined by GEOID03.
 AV0944
 AV0944;                    North         East     Units Scale Factor Converg.
 AV0944;SPC TXSC     - 4,231,841.343 1,087,066.077   MT  0.99990053   +2 28 11.7
 AV0944;SPC TXSC     -13,883,966.14  3,566,482.62   sFT  0.99990053   +2 28 11.7
 AV0944;SPC LA S     -   150,384.451   746,323.344   MT  0.99993014   -1 18 45.3
 AV0944;SPC LA S     -   493,386.32  2,448,562.50   sFT  0.99993014   -1 18 45.3
 AV0944;UTM  15      - 3,300,388.958   407,401.329   MT  0.99970579   -0 28 36.5
 AV0944
 AV0944                          SUPERSEDED SURVEY CONTROL
 AV0944
 AV0944  NAD 83(1993)-  29 49 49.80145(N)    093 57 30.40123(W) AD(       ) 4
 AV0944  NAD 83(1986)-  29 49 49.82336(N)    093 57 30.38471(W) AD(       ) 4
 AV0944  NAD 27      -  29 49 49.03000(N)    093 57 29.77000(W) AD(       ) 3
 AV0944
 AV0944.Superseded values are not recommended for survey control.
 AV0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0944.See file dsdata.txt to determine how the superseded data were derived.
 AV0944
 AV0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0740100389(NAD 83)
 AV0944_MARKER: 63 = STACK
 AV0944
 AV0944  HISTORY     - Date     Condition        Report By
 AV0944  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0944  HISTORY     - 1947     GOOD             CGS
 AV0944
 AV0944                          STATION DESCRIPTION
 AV0944
 AV0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0944'STATION IS THE CENTER OF THE TOP OF THE WHITE CONCRETE STACK
 AV0944'LOCATED IN THE MIDDLE OF THE TEXAS COMPANY TANK FARM ON
 AV0944'THE SMALL TONGUE OF LAND BETWEEN THE SABINE NECHES CANAL
 AV0944'AND THE CHANNEL TO THE TEXAS AND GULF COMPANIES DOCKS.  A
 AV0944'SPHERICAL SCREEN IS OVER THE TOP OF THE STACK.
 AV0944
 AV0944                          STATION RECOVERY (1947)
 AV0944
 AV0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0944'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0957 ***********************************************************************
 AV0957  DESIGNATION -  W PORT ARTHUR W RAD MAST
 AV0957  PID         -  AV0957
 AV0957  STATE/COUNTY-  TX/JEFFERSON
 AV0957  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0957
 AV0957                         *CURRENT SURVEY CONTROL
 AV0957  ___________________________________________________________________
 AV0957* NAD 83(1993)-  29 50 30.35469(N)    093 58 04.38769(W)     ADJUSTED  
 AV0957* NAVD 88     -                                                        
 AV0957  ___________________________________________________________________
 AV0957  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AV0957  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AV0957
 AV0957  HORZ ORDER  -  THIRD
 AV0957
 AV0957.The horizontal coordinates were established by classical geodetic methods
 AV0957.and adjusted by the National Geodetic Survey in February 1996..
 AV0957
 AV0957
 AV0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0957
 AV0957.The geoid height was determined by GEOID03.
 AV0957
 AV0957;                    North         East     Units Scale Factor Converg.
 AV0957;SPC TXSC     - 4,233,049.475 1,086,100.872   MT  0.99990225   +2 27 55.1
 AV0957;SPC TXSC     -13,887,929.82  3,563,315.94   sFT  0.99990225   +2 27 55.1
 AV0957;SPC LA S     -   151,653.662   745,439.917   MT  0.99992958   -1 19 02.3
 AV0957;SPC LA S     -   497,550.39  2,445,664.13   sFT  0.99992958   -1 19 02.3
 AV0957;UTM  15      - 3,301,644.868   406,499.684   MT  0.99970786   -0 28 54.0
 AV0957
 AV0957                          SUPERSEDED SURVEY CONTROL
 AV0957
 AV0957  NAD 83(1993)-  29 50 30.35448(N)    093 58 04.38747(W) AD(       ) 4
 AV0957  NAD 83(1986)-  29 50 30.37663(N)    093 58 04.37071(W) AD(       ) 4
 AV0957  NAD 27      -  29 50 29.59500(N)    093 58 03.74500(W) AD(       ) 3
 AV0957
 AV0957.Superseded values are not recommended for survey control.
 AV0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0957.See file dsdata.txt to determine how the superseded data were derived.
 AV0957
 AV0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0650001645(NAD 83)
 AV0957_MARKER: 42 = RADIO/TV MAST
 AV0957
 AV0957  HISTORY     - Date     Condition        Report By
 AV0957  HISTORY     - 1933     FIRST OBSERVED   CGS
 AV0957  HISTORY     - 1957     GOOD             CGS
 AV0957  HISTORY     - 1957     GOOD             CGS
 AV0957  HISTORY     - 19860709 MARK NOT FOUND   USPSQD
 AV0957  HISTORY     - 19940902 MARK NOT FOUND   USPSQD
 AV0957  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0957  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0957
 AV0957                          STATION DESCRIPTION
 AV0957
 AV0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HBF)
 AV0957'RADIO TOWER W. IS STILL IN GOOD CONDITION.  RADIO TOWER
 AV0957'E. HAS BEEN DESTROYED BY RECENT CONSTRUCTION WORK IN AREA.
 AV0957
 AV0957                          STATION RECOVERY (1957)
 AV0957
 AV0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 AV0957'INTERSECTION STATION RECOVERED AS DESCRIBED.
 AV0957
 AV0957                          STATION RECOVERY (1986)
 AV0957
 AV0957'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJB)
 AV0957'MARK NOT FOUND.
 AV0957
 AV0957                          STATION RECOVERY (1994)
 AV0957
 AV0957'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0957'MARK NOT FOUND.
 AV0957
 AV0957                          STATION RECOVERY (2001)
 AV0957
 AV0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0957'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0957
 AV0957                          STATION RECOVERY (2001)
 AV0957
 AV0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0957'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1845 ***********************************************************************
 FL1845  DESIGNATION -  W TEX GAS PUMPING STA ELEV TK
 FL1845  PID         -  FL1845
 FL1845  STATE/COUNTY-  TX/POTTER
 FL1845  USGS QUAD   -  ALIBATES RANCH (1970)
 FL1845
 FL1845                         *CURRENT SURVEY CONTROL
 FL1845  ___________________________________________________________________
 FL1845* NAD 83(1993)-  35 32 28.94969(N)    101 38 23.80795(W)     ADJUSTED  
 FL1845* NAVD 88     -                                                        
 FL1845  ___________________________________________________________________
 FL1845  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FL1845  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FL1845
 FL1845  HORZ ORDER  -  THIRD
 FL1845
 FL1845.The horizontal coordinates were established by classical geodetic methods
 FL1845.and adjusted by the National Geodetic Survey in February 1996..
 FL1845
 FL1845
 FL1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1845
 FL1845.The geoid height was determined by GEOID03.
 FL1845
 FL1845;                    North         East     Units Scale Factor Converg.
 FL1845;SPC TX N     - 1,171,004.258   187,310.346   MT  0.99991319   -0 04 52.0
 FL1845;SPC TX N     - 3,841,869.80    614,534.03   sFT  0.99991319   -0 04 52.0
 FL1845;UTM  14      - 3,936,288.537   260,670.209   MT  1.00030591   -1 32 07.1
 FL1845
 FL1845                          SUPERSEDED SURVEY CONTROL
 FL1845
 FL1845  NAD 83(1993)-  35 32 28.95268(N)    101 38 23.80306(W) AD(       ) 4
 FL1845  NAD 83(1986)-  35 32 28.95746(N)    101 38 23.79802(W) AD(       ) 4
 FL1845  NAD 27      -  35 32 28.79400(N)    101 38 22.16900(W) AD(       ) 3
 FL1845
 FL1845.Superseded values are not recommended for survey control.
 FL1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1845.See file dsdata.txt to determine how the superseded data were derived.
 FL1845
 FL1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6067036289(NAD 83)
 FL1845_MARKER: 53 = ELEVATED TANK
 FL1845
 FL1845  HISTORY     - Date     Condition        Report By
 FL1845  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1845
 FL1845                          STATION DESCRIPTION
 FL1845
 FL1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1845'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE SOUTH OF FRITCH,
 FL1845'27 MILES AIRLINE NORTH NORTHEAST OF AMARILLO ON THE EAST SIDE
 FL1845'OF STATE HIGHWAY 136.
 FL1845'
 FL1845'THE TANK IS A WATER TANK AT THE WEST TEXAS GAS CO. PUMPING
 FL1845'STATION.  IT IS OF STEEL CONSTRUCTION AND HAS A CONICAL TOP.
 FL1845'THE POINT ON TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0076 ***********************************************************************
 CT0076  DESIGNATION -  WA 3
 CT0076  PID         -  CT0076
 CT0076  STATE/COUNTY-  TX/PALO PINTO
 CT0076  USGS QUAD   -  MINERAL WELLS WEST (1984)
 CT0076
 CT0076                         *CURRENT SURVEY CONTROL
 CT0076  ___________________________________________________________________
 CT0076* NAD 83(1986)-  32 46 25.     (N)    098 14 33.     (W)     SCALED    
 CT0076* NAVD 88     -       296.275  (meters)     972.03   (feet)  ADJUSTED  
 CT0076  ___________________________________________________________________
 CT0076  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CT0076  DYNAMIC HT  -         295.909 (meters)     970.83  (feet)  COMP
 CT0076  MODELED GRAV-     979,396.8   (mgal)                       NAVD 88
 CT0076
 CT0076  VERT ORDER  -  SECOND    CLASS 0
 CT0076
 CT0076.The horizontal coordinates were scaled from a topographic map and have
 CT0076.an estimated accuracy of +/- 6 seconds.
 CT0076
 CT0076.The orthometric height was determined by differential leveling
 CT0076.and adjusted by the National Geodetic Survey in June 1991..
 CT0076
 CT0076.The geoid height was determined by GEOID03.
 CT0076
 CT0076.The dynamic height is computed by dividing the NAVD 88
 CT0076.geopotential number by the normal gravity value computed on the
 CT0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0076.degrees latitude (g = 980.6199 gals.).
 CT0076
 CT0076.The modeled gravity was interpolated from observed gravity values.
 CT0076
 CT0076;                    North         East    Units  Estimated Accuracy
 CT0076;SPC TXNC     - 2,122,780.      624,120.      MT  (+/- 180 meters Scaled)
 CT0076
 CT0076                          SUPERSEDED SURVEY CONTROL
 CT0076
 CT0076  NGVD 29 (??/??/92)  296.200  (m)          971.78   (f) ADJ UNCH    2 0
 CT0076
 CT0076.Superseded values are not recommended for survey control.
 CT0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0076.See file dsdata.txt to determine how the superseded data were derived.
 CT0076
 CT0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB709264(NAD 83)
 CT0076_MARKER: DD = SURVEY DISK
 CT0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0076_STAMPING: 3 WA 1923
 CT0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0076+STABILITY: SURFACE MOTION
 CT0076
 CT0076  HISTORY     - Date     Condition        Report By
 CT0076  HISTORY     - 1923     MONUMENTED       USGS
 CT0076  HISTORY     - 1934     GOOD             NGS
 CT0076  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0076
 CT0076                          STATION DESCRIPTION
 CT0076
 CT0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CT0076'3.8 MI NE FROM PALO PINTO.
 CT0076'3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 180 FROM PALO PINTO, PALO PINTO
 CT0076'COUNTY, ABOUT 150 FEET NORTH OF A SINCLAIR SERVICE STATION AND CAFE,
 CT0076'63 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 15 FEET
 CT0076'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 CT0076'SURVEY STANDARD DISK, STAMPED 3 WA 1923 AND SET IN THE TOP OF A
 CT0076'CONCRETE POST.
 CT0076
 CT0076                          STATION RECOVERY (2004)
 CT0076
 CT0076'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0333 ***********************************************************************
 BY0333  DESIGNATION -  WA 59
 BY0333  PID         -  BY0333
 BY0333  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0333  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0333
 BY0333                         *CURRENT SURVEY CONTROL
 BY0333  ___________________________________________________________________
 BY0333* NAD 83(1986)-  31 24 52.     (N)    094 17 12.     (W)     SCALED    
 BY0333* NAVD 88     -        70.85   (+/-2cm)     232.4    (feet)  VERTCON   
 BY0333  ___________________________________________________________________
 BY0333  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0333
 BY0333  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0333
 BY0333.The horizontal coordinates were scaled from a topographic map and have
 BY0333.an estimated accuracy of +/- 6 seconds.
 BY0333
 BY0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0333.The vertical order pertains to the NGVD 29 superseded value.
 BY0333
 BY0333.The geoid height was determined by GEOID03.
 BY0333
 BY0333;                    North         East    Units  Estimated Accuracy
 BY0333;SPC TX C     - 3,209,370.    1,274,630.      MT  (+/- 180 meters Scaled)
 BY0333
 BY0333                          SUPERSEDED SURVEY CONTROL
 BY0333
 BY0333  NGVD 29 (??/??/92)   70.882  (m)          232.55   (f) ADJ UNCH    2 0
 BY0333
 BY0333.Superseded values are not recommended for survey control.
 BY0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0333.See file dsdata.txt to determine how the superseded data were derived.
 BY0333
 BY0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ776762(NAD 83)
 BY0333_MARKER: DD = SURVEY DISK
 BY0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0333_STAMPING: WA 59
 BY0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0333+STABILITY: SURFACE MOTION
 BY0333
 BY0333  HISTORY     - Date     Condition        Report By
 BY0333  HISTORY     - UNK      MONUMENTED       DOD
 BY0333  HISTORY     - 1949     GOOD             NGS
 BY0333  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0333
 BY0333                          STATION DESCRIPTION
 BY0333
 BY0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0333'10.5 MI SE FROM CHIRENO.
 BY0333'3.5 MILES EAST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH THE
 BY0333'BUSINESS ROUTE OF STATE HIGHWAY 21 AT CHIRENO, THENCE 7.0 MILES SOUTH
 BY0333'ALONG A GRADED DIRT ROAD, 188 FEET SOUTHEAST OF THE FARM HOME OF J.A.
 BY0333'WALL, 32 FEET SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 1.2 FEET
 BY0333'WEST OF A FENCE CORNER, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 BY0333'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY0333
 BY0333                          STATION RECOVERY (1998)
 BY0333
 BY0333'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0379 ***********************************************************************
 DO0379  DESIGNATION -  WA 69 TEXAS
 DO0379  PID         -  DO0379
 DO0379  STATE/COUNTY-  TX/WILBARGER
 DO0379  USGS QUAD   -  GRAYBACK (1966)
 DO0379
 DO0379                         *CURRENT SURVEY CONTROL
 DO0379  ___________________________________________________________________
 DO0379* NAD 83(1986)-  33 57 25.     (N)    099 12 32.     (W)     SCALED    
 DO0379* NAVD 88     -       347.772  (meters)    1140.98   (feet)  ADJUSTED  
 DO0379  ___________________________________________________________________
 DO0379  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0379  DYNAMIC HT  -         347.381 (meters)    1139.70  (feet)  COMP
 DO0379  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 DO0379
 DO0379  VERT ORDER  -  SECOND    CLASS 0
 DO0379
 DO0379.The horizontal coordinates were scaled from a topographic map and have
 DO0379.an estimated accuracy of +/- 6 seconds.
 DO0379
 DO0379.The orthometric height was determined by differential leveling
 DO0379.and adjusted by the National Geodetic Survey in June 1991..
 DO0379
 DO0379.The geoid height was determined by GEOID03.
 DO0379
 DO0379.The dynamic height is computed by dividing the NAVD 88
 DO0379.geopotential number by the normal gravity value computed on the
 DO0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0379.degrees latitude (g = 980.6199 gals.).
 DO0379
 DO0379.The modeled gravity was interpolated from observed gravity values.
 DO0379
 DO0379;                    North         East    Units  Estimated Accuracy
 DO0379;SPC TXNC     - 2,254,200.      534,480.      MT  (+/- 180 meters Scaled)
 DO0379
 DO0379                          SUPERSEDED SURVEY CONTROL
 DO0379
 DO0379  NGVD 29 (??/??/92)  347.645  (m)         1140.57   (f) ADJ UNCH    2 0
 DO0379
 DO0379.Superseded values are not recommended for survey control.
 DO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0379.See file dsdata.txt to determine how the superseded data were derived.
 DO0379
 DO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC807574(NAD 83)
 DO0379_MARKER: DD = SURVEY DISK
 DO0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0379_STAMPING: TEX. 69 1926
 DO0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0379+STABILITY: SURFACE MOTION
 DO0379
 DO0379  HISTORY     - Date     Condition        Report By
 DO0379  HISTORY     - 1926     MONUMENTED       USGS
 DO0379  HISTORY     - 1966     POOR             NGS
 DO0379
 DO0379                          STATION DESCRIPTION
 DO0379
 DO0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DO0379'14 MI S FROM VERNON.
 DO0379'VERNON, ABOUT 14 MI. S. OF ALONG US HIGHWAY 183-283, 0.45 MI. S. OF
 DO0379'CONCRETE BRIDGE OVER BEAVER CREEK, 374 FT. N. ALONG CENTERLINE OF HWY
 DO0379'FROM THE JUNCTION WITH A TRACK ROAD E., THENCE 32 FEET N.E.  SET IN
 DO0379'THE TOP OF A CONCRETE POST PROJECTING 2 FEET.  A STANDARD USGS DISK
 DO0379'STAMPED TEX 69 WA 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0381 ***********************************************************************
 DO0381  DESIGNATION -  WA 70
 DO0381  PID         -  DO0381
 DO0381  STATE/COUNTY-  TX/WILBARGER
 DO0381  USGS QUAD   -  GRAYBACK (1966)
 DO0381
 DO0381                         *CURRENT SURVEY CONTROL
 DO0381  ___________________________________________________________________
 DO0381* NAD 83(1986)-  33 55 30.     (N)    099 11 50.     (W)     SCALED    
 DO0381* NAVD 88     -       385.704  (meters)    1265.43   (feet)  ADJUSTED  
 DO0381  ___________________________________________________________________
 DO0381  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DO0381  DYNAMIC HT  -         385.270 (meters)    1264.01  (feet)  COMP
 DO0381  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 DO0381
 DO0381  VERT ORDER  -  SECOND    CLASS 0
 DO0381
 DO0381.The horizontal coordinates were scaled from a topographic map and have
 DO0381.an estimated accuracy of +/- 6 seconds.
 DO0381
 DO0381.The orthometric height was determined by differential leveling
 DO0381.and adjusted by the National Geodetic Survey in June 1991..
 DO0381
 DO0381.The geoid height was determined by GEOID03.
 DO0381
 DO0381.The dynamic height is computed by dividing the NAVD 88
 DO0381.geopotential number by the normal gravity value computed on the
 DO0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0381.degrees latitude (g = 980.6199 gals.).
 DO0381
 DO0381.The modeled gravity was interpolated from observed gravity values.
 DO0381
 DO0381;                    North         East    Units  Estimated Accuracy
 DO0381;SPC TXNC     - 2,250,650.      535,530.      MT  (+/- 180 meters Scaled)
 DO0381
 DO0381                          SUPERSEDED SURVEY CONTROL
 DO0381
 DO0381  NGVD 29 (??/??/92)  385.580  (m)         1265.02   (f) ADJ UNCH    2 0
 DO0381
 DO0381.Superseded values are not recommended for survey control.
 DO0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0381.See file dsdata.txt to determine how the superseded data were derived.
 DO0381
 DO0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC817538(NAD 83)
 DO0381_MARKER: DD = SURVEY DISK
 DO0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0381+STABILITY: SURFACE MOTION
 DO0381
 DO0381  HISTORY     - Date     Condition        Report By
 DO0381  HISTORY     - UNK      MONUMENTED       USGS
 DO0381  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0381
 DO0381                          STATION DESCRIPTION
 DO0381
 DO0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0381'16.3 MI S FROM VERNON.
 DO0381'16.3 MILES SOUTH ALONG U. S. HIGHWAY 283 FROM VERNON, WILBARGER
 DO0381'COUNTY, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH
 DO0381'OF THE CENTER OF A GATE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0382 ***********************************************************************
 DO0382  DESIGNATION -  WA 71
 DO0382  PID         -  DO0382
 DO0382  STATE/COUNTY-  TX/WILBARGER
 DO0382  USGS QUAD   -  GRAYBACK (1966)
 DO0382
 DO0382                         *CURRENT SURVEY CONTROL
 DO0382  ___________________________________________________________________
 DO0382* NAD 83(1986)-  33 53 49.     (N)    099 11 11.     (W)     SCALED    
 DO0382* NAVD 88     -       365.356  (meters)    1198.67   (feet)  ADJUSTED  
 DO0382  ___________________________________________________________________
 DO0382  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0382  DYNAMIC HT  -         364.945 (meters)    1197.32  (feet)  COMP
 DO0382  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 DO0382
 DO0382  VERT ORDER  -  SECOND    CLASS 0
 DO0382
 DO0382.The horizontal coordinates were scaled from a topographic map and have
 DO0382.an estimated accuracy of +/- 6 seconds.
 DO0382
 DO0382.The orthometric height was determined by differential leveling
 DO0382.and adjusted by the National Geodetic Survey in June 1991..
 DO0382
 DO0382.The geoid height was determined by GEOID03.
 DO0382
 DO0382.The dynamic height is computed by dividing the NAVD 88
 DO0382.geopotential number by the normal gravity value computed on the
 DO0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0382.degrees latitude (g = 980.6199 gals.).
 DO0382
 DO0382.The modeled gravity was interpolated from observed gravity values.
 DO0382
 DO0382;                    North         East    Units  Estimated Accuracy
 DO0382;SPC TXNC     - 2,247,530.      536,510.      MT  (+/- 180 meters Scaled)
 DO0382
 DO0382                          SUPERSEDED SURVEY CONTROL
 DO0382
 DO0382  NGVD 29 (??/??/92)  365.234  (m)         1198.27   (f) ADJ UNCH    2 0
 DO0382
 DO0382.Superseded values are not recommended for survey control.
 DO0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0382.See file dsdata.txt to determine how the superseded data were derived.
 DO0382
 DO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC827507(NAD 83)
 DO0382_MARKER: DD = SURVEY DISK
 DO0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0382_STAMPING: TEX 71 WA 1926
 DO0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0382+STABILITY: SURFACE MOTION
 DO0382
 DO0382  HISTORY     - Date     Condition        Report By
 DO0382  HISTORY     - 1926     MONUMENTED       USGS
 DO0382  HISTORY     - 1957     GOOD             NGS
 DO0382
 DO0382                          STATION DESCRIPTION
 DO0382
 DO0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0382'16.8 MI N FROM MABELLE.
 DO0382'IN WILBARGER COUNTY, 16.8 MILES NORTH ALONG U. S. HIGHWAY 283 FROM
 DO0382'MABELLE, BAYLOR COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST, 51
 DO0382'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE JUNCTION, AND
 DO0382'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS 4 FEET NORTHEAST OF
 DO0382'THE CORNER POST IN SOUTHEAST ANGLE OF THE CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0384 ***********************************************************************
 DO0384  DESIGNATION -  WA 72
 DO0384  PID         -  DO0384
 DO0384  STATE/COUNTY-  TX/WILBARGER
 DO0384  USGS QUAD   -  NORTHEAST LAKE KEMP (1966)
 DO0384
 DO0384                         *CURRENT SURVEY CONTROL
 DO0384  ___________________________________________________________________
 DO0384* NAD 83(1986)-  33 51 57.     (N)    099 10 28.     (W)     SCALED    
 DO0384* NAVD 88     -       382.502  (meters)    1254.93   (feet)  ADJUSTED  
 DO0384  ___________________________________________________________________
 DO0384  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0384  DYNAMIC HT  -         382.071 (meters)    1253.51  (feet)  COMP
 DO0384  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 DO0384
 DO0384  VERT ORDER  -  SECOND    CLASS 0
 DO0384
 DO0384.The horizontal coordinates were scaled from a topographic map and have
 DO0384.an estimated accuracy of +/- 6 seconds.
 DO0384
 DO0384.The orthometric height was determined by differential leveling
 DO0384.and adjusted by the National Geodetic Survey in June 1991..
 DO0384
 DO0384.The geoid height was determined by GEOID03.
 DO0384
 DO0384.The dynamic height is computed by dividing the NAVD 88
 DO0384.geopotential number by the normal gravity value computed on the
 DO0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0384.degrees latitude (g = 980.6199 gals.).
 DO0384
 DO0384.The modeled gravity was interpolated from observed gravity values.
 DO0384
 DO0384;                    North         East    Units  Estimated Accuracy
 DO0384;SPC TXNC     - 2,244,080.      537,600.      MT  (+/- 180 meters Scaled)
 DO0384
 DO0384                          SUPERSEDED SURVEY CONTROL
 DO0384
 DO0384  NGVD 29 (??/??/92)  382.376  (m)         1254.51   (f) ADJ UNCH    2 0
 DO0384
 DO0384.Superseded values are not recommended for survey control.
 DO0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0384.See file dsdata.txt to determine how the superseded data were derived.
 DO0384
 DO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC838472(NAD 83)
 DO0384_MARKER: DD = SURVEY DISK
 DO0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0384_STAMPING: TEX 72 WA 1926
 DO0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0384+STABILITY: SURFACE MOTION
 DO0384
 DO0384  HISTORY     - Date     Condition        Report By
 DO0384  HISTORY     - 1926     MONUMENTED       USGS
 DO0384  HISTORY     - 1957     GOOD             NGS
 DO0384
 DO0384                          STATION DESCRIPTION
 DO0384
 DO0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0384'14.5 MI N FROM MABELLE.
 DO0384'IN WILBARGER COUNTY, 14.5  MILES NORTH ALONG U. S. HIGHWAY 283 FROM
 DO0384'MABELLE, BAYLOR COUNTY, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DO0384'OPPOSITE A FENCE JUNCTION, AND SET IN THE TOP OF A CONCRETE POST. NOTE
 DO0384'-- CONCRETE POST PROJECTS ABOUT 12 INCHES.  IT IS OPPOSITE A BOARD
 DO0384'GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0389 ***********************************************************************
 DO0389  DESIGNATION -  WA 75
 DO0389  PID         -  DO0389
 DO0389  STATE/COUNTY-  TX/BAYLOR
 DO0389  USGS QUAD   -  NORTHEAST LAKE KEMP (1966)
 DO0389
 DO0389                         *CURRENT SURVEY CONTROL
 DO0389  ___________________________________________________________________
 DO0389* NAD 83(1986)-  33 45 15.     (N)    099 08 43.     (W)     SCALED    
 DO0389* NAVD 88     -       355.690  (meters)    1166.96   (feet)  ADJUSTED  
 DO0389  ___________________________________________________________________
 DO0389  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0389  DYNAMIC HT  -         355.287 (meters)    1165.64  (feet)  COMP
 DO0389  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 DO0389
 DO0389  VERT ORDER  -  SECOND    CLASS 0
 DO0389
 DO0389.The horizontal coordinates were scaled from a topographic map and have
 DO0389.an estimated accuracy of +/- 6 seconds.
 DO0389
 DO0389.The orthometric height was determined by differential leveling
 DO0389.and adjusted by the National Geodetic Survey in June 1991..
 DO0389
 DO0389.The geoid height was determined by GEOID03.
 DO0389
 DO0389.The dynamic height is computed by dividing the NAVD 88
 DO0389.geopotential number by the normal gravity value computed on the
 DO0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0389.degrees latitude (g = 980.6199 gals.).
 DO0389
 DO0389.The modeled gravity was interpolated from observed gravity values.
 DO0389
 DO0389;                    North         East    Units  Estimated Accuracy
 DO0389;SPC TXNC     - 2,231,670.      540,220.      MT  (+/- 180 meters Scaled)
 DO0389
 DO0389                          SUPERSEDED SURVEY CONTROL
 DO0389
 DO0389  NGVD 29 (??/??/92)  355.572  (m)         1166.57   (f) ADJ UNCH    2 0
 DO0389
 DO0389.Superseded values are not recommended for survey control.
 DO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0389.See file dsdata.txt to determine how the superseded data were derived.
 DO0389
 DO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC865349(NAD 83)
 DO0389_MARKER: DD = SURVEY DISK
 DO0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0389_SP_SET: STEP
 DO0389_STAMPING: TEX 75 WA 1926
 DO0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0389
 DO0389  HISTORY     - Date     Condition        Report By
 DO0389  HISTORY     - 1926     MONUMENTED       USGS
 DO0389  HISTORY     - 1957     GOOD             NGS
 DO0389
 DO0389                          STATION DESCRIPTION
 DO0389
 DO0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0389'6.2 MI N FROM MABELLE.
 DO0389'6.2 MILES NORTH ALONG U. S. HIGHWAY 283 MABELLE, BAYLOR COUNTY, AT THE
 DO0389'GATE CONTROL HOUSE, OF THE LAKE KEMP DAM, AND IN THE TOP OF THE SOUTH
 DO0389'END OF THE SECOND CONCRETE ENTRANCE STEP.  NOTE-- IT WAS REPORTED IN
 DO0389'MAY 1945 THAT THIS MARK HAS SETTLED ABOUT 1/3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0391 ***********************************************************************
 DO0391  DESIGNATION -  WA 76
 DO0391  PID         -  DO0391
 DO0391  STATE/COUNTY-  TX/BAYLOR
 DO0391  USGS QUAD   -  SOUTHEAST LAKE KEMP (1966)
 DO0391
 DO0391                         *CURRENT SURVEY CONTROL
 DO0391  ___________________________________________________________________
 DO0391* NAD 83(1986)-  33 43 21.     (N)    099 08 12.     (W)     SCALED    
 DO0391* NAVD 88     -       378.980  (meters)    1243.37   (feet)  ADJUSTED  
 DO0391  ___________________________________________________________________
 DO0391  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DO0391  DYNAMIC HT  -         378.549 (meters)    1241.96  (feet)  COMP
 DO0391  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 DO0391
 DO0391  VERT ORDER  -  SECOND    CLASS 0
 DO0391
 DO0391.The horizontal coordinates were scaled from a topographic map and have
 DO0391.an estimated accuracy of +/- 6 seconds.
 DO0391
 DO0391.The orthometric height was determined by differential leveling
 DO0391.and adjusted by the National Geodetic Survey in June 1991..
 DO0391
 DO0391.The geoid height was determined by GEOID03.
 DO0391
 DO0391.The dynamic height is computed by dividing the NAVD 88
 DO0391.geopotential number by the normal gravity value computed on the
 DO0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0391.degrees latitude (g = 980.6199 gals.).
 DO0391
 DO0391.The modeled gravity was interpolated from observed gravity values.
 DO0391
 DO0391;                    North         East    Units  Estimated Accuracy
 DO0391;SPC TXNC     - 2,228,160.      541,000.      MT  (+/- 180 meters Scaled)
 DO0391
 DO0391                          SUPERSEDED SURVEY CONTROL
 DO0391
 DO0391  NGVD 29 (??/??/92)  378.860  (m)         1242.98   (f) ADJ UNCH    2 0
 DO0391
 DO0391.Superseded values are not recommended for survey control.
 DO0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0391.See file dsdata.txt to determine how the superseded data were derived.
 DO0391
 DO0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC873313(NAD 83)
 DO0391_MARKER: DD = SURVEY DISK
 DO0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0391_STAMPING: WA 76 1926
 DO0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0391+STABILITY: SURFACE MOTION
 DO0391
 DO0391  HISTORY     - Date     Condition        Report By
 DO0391  HISTORY     - 1926     MONUMENTED       USGS
 DO0391  HISTORY     - 1966     MARK NOT FOUND   NGS
 DO0391
 DO0391                          STATION DESCRIPTION
 DO0391
 DO0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DO0391'3.9 MI S FROM MABELLE.
 DO0391'3.9 MI. N. ALONG US HWY. 283 FROM MABELLE, BAYLOR COUNTY, 60 FEET W.
 DO0391'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET INSIDE A FENCE LINE, AND IN
 DO0391'LINE WITH A ROW OF POLES. A USGS SURVEY STANDARD DISK, STAMPED TEX 76
 DO0391'WA 1926 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1259 ***********************************************************************
 BZ1259  DESIGNATION -  WAAF
 BZ1259  PID         -  BZ1259
 BZ1259  STATE/COUNTY-  TX/MCLENNAN
 BZ1259  USGS QUAD   -  ELM MOTT (1975)
 BZ1259
 BZ1259                         *CURRENT SURVEY CONTROL
 BZ1259  ___________________________________________________________________
 BZ1259* NAD 83(1993)-  31 38 20.56655(N)    097 04 46.88673(W)     ADJUSTED  
 BZ1259* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 BZ1259  ___________________________________________________________________
 BZ1259  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 BZ1259  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BZ1259
 BZ1259  HORZ ORDER  -  SECOND
 BZ1259
 BZ1259.This mark is at Tstc Waco (CNW) Airport (CNW)
 BZ1259
 BZ1259.The horizontal coordinates were established by classical geodetic methods
 BZ1259.and adjusted by the National Geodetic Survey in February 1996..
 BZ1259
 BZ1259.The orthometric height was scaled from a topographic map.
 BZ1259
 BZ1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1259
 BZ1259.The geoid height was determined by GEOID03.
 BZ1259
 BZ1259;                    North         East     Units Scale Factor Converg.
 BZ1259;SPC TX C     - 3,223,167.045 1,008,583.805   MT  0.99994350   +1 40 32.9
 BZ1259;SPC TX C     -10,574,673.88  3,308,995.37   sFT  0.99994350   +1 40 32.9
 BZ1259;UTM  14      - 3,502,029.025   682,105.897   MT  1.00000902   +1 00 27.4
 BZ1259
 BZ1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1259!SPC TX C     -   0.99998190  x   0.99994350  =   0.99992540
 BZ1259!UTM  14      -   0.99998190  x   1.00000902  =   0.99999092
 BZ1259
 BZ1259|---------------------------------------------------------------------|
 BZ1259| PID    Reference Object                     Distance      Geod. Az  |
 BZ1259|                                                           dddmmss.s |
 BZ1259| BZ0713 N 900                                95.029 METERS 10141     |
 BZ1259| BZ1264 WACO GENERAL TIRE CO STACK          APPROX. 7.9 KM 1984013.1 |
 BZ1259| BZ1267 WACO GENERAL TIRE CO WTR TOWER      APPROX. 7.9 KM 1984541.7 |
 BZ1259| CV5721 WAAF RM 1                            41.712 METERS 22439     |
 BZ1259| CV5720 WAAF AZ MK                                         2471545.5 |
 BZ1259|---------------------------------------------------------------------|
 BZ1259
 BZ1259                          SUPERSEDED SURVEY CONTROL
 BZ1259
 BZ1259  NAD 83(1986)-  31 38 20.57635(N)    097 04 46.86845(W) AD(       ) 2
 BZ1259  NAD 27      -  31 38 19.98700(N)    097 04 45.87100(W) AD(       ) 2
 BZ1259
 BZ1259.Superseded values are not recommended for survey control.
 BZ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1259.See file dsdata.txt to determine how the superseded data were derived.
 BZ1259
 BZ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8210602029(NAD 83)
 BZ1259_MARKER: DS = TRIANGULATION STATION DISK
 BZ1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1259
 BZ1259  HISTORY     - Date     Condition        Report By
 BZ1259  HISTORY     - 1948     MONUMENTED       CGS
 BZ1259  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BZ1259  HISTORY     - 1957     SEE DESCRIPTION  USGS
 BZ1259  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 BZ1259  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1259
 BZ1259                          STATION DESCRIPTION
 BZ1259
 BZ1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MWW)
 BZ1259'THE STATION IS LOCATED ON THE WACO ARMY AIR BASE WHICH IS ABOUT
 BZ1259'6 MILES NORTHEAST OF WACO.  THE STATION SITE IS IN THE PARKING
 BZ1259'BETWEEN TWO NORTH-SOUTH STREETS.  THE POST FIRE STATION ON THE
 BZ1259'WEST SIDE OF THE WESTERNMOST STREET AND THE OPERATIONS BUILDING
 BZ1259'AND CONTROL TOWER ON THE EAST SIDE OF THE EASTERNMOST STREET.
 BZ1259'IT IS 30 FEET WEST OF THE EDGE OF THE PAVEMENT, ABOUT 90 FEET
 BZ1259'EAST OF THE EAST EDGE OF THE STREET IN FRONT OF THE FIRE
 BZ1259'STATION AND 57 FEET NORTHEAST OF A SMALL BUILDING (NO. 7-3).
 BZ1259'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 BZ1259'DISK IS STAMPED WAAF 1948.
 BZ1259'
 BZ1259'REFERENCE MARK NO. 1 IS 136.85 FEET SOUTHWEST OF THE STATION,
 BZ1259'9 FEET EAST OF THE EAST EDGE OF THE STREET AND 2 FEET NORTH OF
 BZ1259'A POWER LINE POLE, DIRECTLY ACROSS THE STREET FROM THE FIRE
 BZ1259'STATION.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED WAAF
 BZ1259'NO 1 1948.
 BZ1259'
 BZ1259'B.M. N-900 (USC AND GS) (REFERENCE MARK NO. 2) IS 311.77 FEET
 BZ1259'EAST OF THE STATION.  IN THE CONCRETE BASE OF THE NORTHEAST LEG
 BZ1259'OF THE CONTROL TOWER, 18.5 FEET SOUTHWEST OF A FIRE HYDRANT AND
 BZ1259'30 FEET WEST OF THE WEST EDGE OF THE RUNWAY.  THE DISK IS A
 BZ1259'STANDARD USC AND GS BENCH MARK SET IN A DRILL HOLE IN THE
 BZ1259'CONCRETE BASE OF THE CONTROL TOWER AND IS FLUSH WITH THE
 BZ1259'SURFACE.  THE DISK IS STAMPED N-900.
 BZ1259'
 BZ1259'AZIMUTH MARK IS LOCATED ABOUT 0.15 MILES WEST-SOUTHWEST OF THE
 BZ1259'STATION, ABOUT 4 FEET EAST OF THE HEDGE-ROW ON THE WEST SIDE OF A
 BZ1259'STREET, 2 FEET SOUTH OF A POWER LINE POLE, 1-1/2 FEET NORTH OF A
 BZ1259'WHITE WITNESS POST AND APPROXIMATELY 50 YARDS EAST-NORTHEAST OF
 BZ1259'A LARGE ELEVATED WATER TANK.  THE MARK PROJECTS 6 INCHES
 BZ1259'AND THE DISK IS STAMPED WAAF 1948.
 BZ1259'
 BZ1259'THE STATION WAS REACHED FROM THE POST OFFICE, IN THE SMALL
 BZ1259'SETTLEMENT OF EL MOTT, WHICH IS ABOUT 8 MILES NORTHEAST OF THE
 BZ1259'COURT HOUSE IN WACO, BY GOING SOUTHEAST ON U.S. HIGHWAY 77 AND
 BZ1259'81 FOR 2.5 MILES TO A T-INTERSECTION AND STATE ROUTE 8 TO THE
 BZ1259'LEFT.  TURN LEFT, ON STATE ROUTE 8 FOR 1.0 MILE TO THE ENTRANCE
 BZ1259'TO THE AIRFIELD ON THE SOUTH OR RIGHT.  TURN RIGHT THRU THE
 BZ1259'GATE AND MAKE WAY TO THE MAIN CONTROL TOWER, CENTER OF THREE,
 BZ1259'AND THE OPERATIONS BUILDING WHICH IS IN THE VICINITY OF THE
 BZ1259'STATION AS MENTIONED ABOVE.
 BZ1259'
 BZ1259'THE AZIMUTH MARK MAY BE REACHED FROM THE STATION BY WORKING WAY
 BZ1259'NORTH AND WESTERLY, OVER ANY OF SEVERAL STREETS, TO THE VICINITY
 BZ1259'OF THE LARGE ELEVATED TANK AS MENTIONED ABOVE AND THE MARK ON THE
 BZ1259'WEST SIDE OF THE STREET NEAREST TO THE TANK.
 BZ1259'
 BZ1259'A 77 FOOT SIGNAL AT PRICE 1943 IS VISIBLE AT 50 FEET.
 BZ1259'
 BZ1259'A 77 FOOT SIGNAL AT WACO 1943 ECC. IS VISIBLE AT 50 FEET.
 BZ1259'
 BZ1259'A 63 FOOT SIGNAL AT BLACKLAND ECC. IS VISIBLE AT 63 FEET.
 BZ1259'
 BZ1259'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 BZ1259
 BZ1259                          STATION RECOVERY (1955)
 BZ1259
 BZ1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BZ1259'THE SITE OF THIS STATION IS NOW COVERED BY A RADAR AIR MISSION
 BZ1259'STAGING BUILDING, AND THE STATION IS PRESUMED LOST.  REFERENCE
 BZ1259'MARK 1 IS GONE.  THE AZIMUTH MARK WAS RECOVERED IN PLACE AS
 BZ1259'DESCRIBED.
 BZ1259
 BZ1259                          STATION RECOVERY (1957)
 BZ1259
 BZ1259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BZ1259'THIS AIR BASE IS NOW THE JAMES CONNALLY AIR BASE.  A BUILDING
 BZ1259'HAS BEEN ERECTED OVER THE SITE OF THE STATION.  IT IS NOT
 BZ1259'RECOVERABLE AND MAY BE ASSUMED TO BE DESTROYED.
 BZ1259
 BZ1259                          STATION RECOVERY (1991)
 BZ1259
 BZ1259'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1259'MARK NOT FOUND.
 BZ1259
 BZ1259                          STATION RECOVERY (1995)
 BZ1259
 BZ1259'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1279 ***********************************************************************
 BZ1279  DESIGNATION -  WACO
 BZ1279  PID         -  BZ1279
 BZ1279  STATE/COUNTY-  TX/MCLENNAN
 BZ1279  USGS QUAD   -  WACO WEST (1975)
 BZ1279
 BZ1279                         *CURRENT SURVEY CONTROL
 BZ1279  ___________________________________________________________________
 BZ1279* NAD 83(1993)-  31 33 31.23553(N)    097 10 31.01516(W)     ADJUSTED  
 BZ1279* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 BZ1279  ___________________________________________________________________
 BZ1279  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 BZ1279  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BZ1279
 BZ1279  HORZ ORDER  -  FIRST
 BZ1279
 BZ1279.The horizontal coordinates were established by classical geodetic methods
 BZ1279.and adjusted by the National Geodetic Survey in February 1996..
 BZ1279
 BZ1279.The orthometric height was scaled from a topographic map.
 BZ1279
 BZ1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1279
 BZ1279.The geoid height was determined by GEOID03.
 BZ1279
 BZ1279;                    North         East     Units Scale Factor Converg.
 BZ1279;SPC TX C     - 3,213,998.548   999,773.098   MT  0.99992890   +1 37 35.7
 BZ1279;SPC TX C     -10,544,593.57  3,280,088.91   sFT  0.99992890   +1 37 35.7
 BZ1279;UTM  14      - 3,492,963.667   673,188.138   MT  0.99996995   +0 57 18.9
 BZ1279
 BZ1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1279!SPC TX C     -   0.99997581  x   0.99992890  =   0.99990472
 BZ1279!UTM  14      -   0.99997581  x   0.99996995  =   0.99994577
 BZ1279
 BZ1279|---------------------------------------------------------------------|
 BZ1279| PID    Reference Object                     Distance      Geod. Az  |
 BZ1279|                                                           dddmmss.s |
 BZ1279| CV6451 SW CORNER HILLCREST HOSP                           03102     |
 BZ1279| BZ1275 WACO AZ MK                          APPROX. 0.6 KM 0610430.6 |
 BZ1279| BZ1266 WACO M K T RAILROAD CO STACK        APPROX. 7.9 KM 0692956.2 |
 BZ1279| CV5724 WACO RM 2                            48.551 METERS 06942     |
 BZ1279| BZ1267 WACO GENERAL TIRE CO WTR TOWER      APPROX. 6.7 KM 0772220.4 |
 BZ1279| BZ1264 WACO GENERAL TIRE CO STACK          APPROX. 6.7 KM 0773034.5 |
 BZ1279| BZ1265 WACO TEX PWR AND LT CO STACK        APPROX. 5.1 KM 0883110.4 |
 BZ1279| BZ1282 WACO RADIO STATION WACO MAST        APPROX. 4.1 KM 0922855.9 |
 BZ1279| CV5726 WACO RM 4                            24.460 METERS 10408     |
 BZ1279| BZ1263 WACO BAYLOR UNIVERSITY DOME         APPROX. 5.3 KM 1053821.8 |
 BZ1279| BZ1278 WACO CAMERON CO WATER TANK          APPROX. 3.4 KM 1320543.8 |
 BZ1279| BZ1281 WACO VETERANS HOSP WATER TANK       APPROX. 5.3 KM 1723046.6 |
 BZ1279| CV5723 WACO RM 1                            32.126 METERS 32911     |
 BZ1279|---------------------------------------------------------------------|
 BZ1279
 BZ1279                          SUPERSEDED SURVEY CONTROL
 BZ1279
 BZ1279  NAD 83(1986)-  31 33 31.24571(N)    097 10 30.99715(W) AD(       ) 1
 BZ1279  NAD 27      -  31 33 30.65000(N)    097 10 29.99700(W) AD(       ) 1
 BZ1279
 BZ1279.Superseded values are not recommended for survey control.
 BZ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1279.See file dsdata.txt to determine how the superseded data were derived.
 BZ1279
 BZ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7318892964(NAD 83)
 BZ1279_MARKER: DS = TRIANGULATION STATION DISK
 BZ1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1279
 BZ1279  HISTORY     - Date     Condition        Report By
 BZ1279  HISTORY     - 1943     MONUMENTED       CGS
 BZ1279  HISTORY     - 1948     GOOD             CGS
 BZ1279  HISTORY     - 1951     GOOD             CGS
 BZ1279  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ1279  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 BZ1279  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1279
 BZ1279                          STATION DESCRIPTION
 BZ1279
 BZ1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1279'THE STATION IS LOCATED IN THE NW PART OF THE CITY OF WACO, ABOUT
 BZ1279'2 MILES WNW OF THE BUSINESS DISTRICT ON THE GROUNDS OF THE
 BZ1279'HILLCREST MEMORIAL HOSPITAL.  IT IS 157 FEET SW OF SW CORNER OF
 BZ1279'HOSPITAL, 50 FEET N OF INTERSECTION OF THIRTY-FIRST AND PROCTOR
 BZ1279'STREETS, 1 FOOT W OF N-S HEDGE FENCE, AND 5 FEET E OF A ROW OF
 BZ1279'TREES N-S MARKING W BOUNDARY OF HOSPITAL PROPERTY.  DISK IS
 BZ1279'STAMPED WACO 1942 AND IS FLUSH WITH GROUND.
 BZ1279'
 BZ1279'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE BRONZE DISKS
 BZ1279'SET IN CONCRETE.
 BZ1279'
 BZ1279'REFERENCE MARK NO. 1 IS N OF STATION AT CORNER OF HEDGE FENCE,
 BZ1279'30 FEET E OF CENTER LINE OF THIRTY-FIRST STREET AND ON LINE WITH
 BZ1279'N END OF HOSPITAL.  DISK IS STAMPED WACO NO. 1 1942 AND IS FLUSH
 BZ1279'WITH GROUND.
 BZ1279'
 BZ1279'REFERENCE MARK NO. 2 IS E OF STATION SET IN CURB AT PARKING AREA
 BZ1279'IN FRONT OF HOSPITAL.  IT IS ABOUT 50 FEET SW OF CONCRETE WALK
 BZ1279'LEADING TO MAIN ENTRANCE TO HOSPITAL AND ON LINE WITH W END OF
 BZ1279'BUILDING.  DISK IS STAMPED WACO NO. 2 1942 AND IS SET FLUSH.
 BZ1279'
 BZ1279'AZIMUTH MARK IS 0.4 MILE E OF STATION ON PROCTOR STREET.  IT
 BZ1279'IS SET IN CONCRETE CURBING ON S SIDE OF STREET 5 FEET W OF
 BZ1279'DRIVEWAY TO HOUSE NO.2514.  DISK IS STAMPED WACO 1942 AND IS SET
 BZ1279'FLUSH.  TO REACH FROM STATION GO E ON PROCTOR STREET FOR 0.4
 BZ1279'MILE TO MARK ON RIGHT, IN THE 2500 BLOCK.
 BZ1279'
 BZ1279'TO REACH THE STATION FROM THE INTERSECTION OF FIFTH AND
 BZ1279'WASHINGTON STREETS IN WACO, GO N ON FIFTH STREET FOR 1.35 MILES
 BZ1279'TO HERRING AVENUE, TURN LEFT W AND GO 1.7 MILES TO THIRTY-FIRST
 BZ1279'STREET, JUST AFTER PASSING HILLCREST HOSPITAL, TURN LEFT S ON
 BZ1279'THIRTY-FIRST STREET AND GO 100 YARDS TO STATION ON LEFT.
 BZ1279'
 BZ1279'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BZ1279
 BZ1279                          STATION RECOVERY (1948)
 BZ1279
 BZ1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1279'STATION WAS FOUND AS DESCRIBED.  ALL MARKS WERE FOUND IN GOOD
 BZ1279'CONDITION.  DUE TO THE PROXIMITY OF THE STATION TO A TELEPHONE
 BZ1279'POLE AND CABLE LINE, AN ECCENTRIC STATION WAS ESTABLISHED,
 BZ1279'MARKED WITH A BRONZE STATION DISK SET IN CONCRETE, AND STAMPED
 BZ1279'WACO NO 3 1948.
 BZ1279'
 BZ1279'THE STATION IS LOCATED IN THE NW PART OF THE CITY OF WACO, ABOUT
 BZ1279'2 MILES WNW OF THE BUSINESS DISTRICT, ON THE GROUNDS OF THE
 BZ1279'HILLCREST MEMORIAL HOSPITAL.  IT IS 157 FEET SW OF THE SW CORNER
 BZ1279'OF THE HOSPITAL, 50 FEET N OF THE INTERSECTION OF THIRTY-FIRST
 BZ1279'AND PROCTER STREETS, 1 FOOT W OF A N-S HEDGE FENCE, AND 5 FEET
 BZ1279'E OF A ROW OF TREES.  STATION MARK IS A BRONZE STATION DISK SET
 BZ1279'IN CONCRETE, FLUSH WITH THE GROUND, AND STAMPED WACO 1942.
 BZ1279'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 BZ1279'
 BZ1279'REFERENCE MARK 1 IS 105.38 FEET N OF THE STATION, AT THE CORNER
 BZ1279'OF HEDGE, 30 FEET E OF THE APPROXIMATE CENTER LINE OF THIRTY-FIRST
 BZ1279'STREET.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, FLUSH
 BZ1279'WITH THE GROUND, AND STAMPED WACO NO 1 1942.
 BZ1279'
 BZ1279'REFERENCE MARK 2 IS 159.29 FEET E OF THE STATION, IN THE CONCRETE
 BZ1279'CURB OF PARKING AREA AT THE S SIDE OF HOSPITAL.  IT IS ABOUT 50
 BZ1279'FEET SW OF CONCRETE WALK LEADING TO THE MAIN ENTRANCE OF
 BZ1279'HOSPITAL AND ON LINE WITH THE W END OF THE HOSPITAL BUILDING.  IT
 BZ1279'IS A BRONZE REFERENCE DISK SET IN CONCRETE, FLUSH IN THE CURB,
 BZ1279'AND IS STAMPED WACO NO 2 1942.
 BZ1279'
 BZ1279'REFERENCE MARK 3 IS 13.58 FEET E OF THE STATION AND ABOUT 12
 BZ1279'FEET E OF THE HEDGE.  THIS MARK WAS USED AS AN ECCENTRIC STATION.
 BZ1279'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED WACO NO 3
 BZ1279'1948, AND FLUSH WITH THE GROUND.
 BZ1279'
 BZ1279'THE AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, ON THE S
 BZ1279'SIDE OF PROCTER STREET.  IT IS SET IN THE CONCRETE CURBING,
 BZ1279'5 FEET W OF THE DRIVEWAY TO HOUSE NUMBERED 2514.  IT IS A
 BZ1279'BRONZE AZIMUTH DISK SET IN CONCRETE, FLUSH WITH THE GROUND, AND
 BZ1279'IS STAMPED WACO 1942.
 BZ1279'
 BZ1279'TO REACH THE STATION FROM THE COURTHOUSE IN WACO, GO NW ON NORTH
 BZ1279'FIFTH STREET FOR 1.4 MILES TO HERRING AVENUE.  TURN LEFT AND
 BZ1279'GO 1.7 MILES ON HERRING AVENUE TO THRITY-FIRST STREET.  TURN
 BZ1279'LEFT AND GO 100 YARDS TO THE STATION ON THE LEFT AS DESCRIBED.
 BZ1279'
 BZ1279'TO REACH THE AZIMUTH FROM THE STATION, GO E ON PROCTER STREET
 BZ1279'FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 BZ1279'
 BZ1279'*A TRAVERSE WAS MEASURED BETWEEN THE STATION AND THE AZIMUTH
 BZ1279'MARK AND THE CORRECTED DISTANCE IS 595.600 METERS.
 BZ1279'
 BZ1279'AZ MK DIRECTION USED TO TRANSFER REFERENCE MARK VALUES.
 BZ1279'
 BZ1279'A 60-FOOT SIGNAL AT BLACKLAND IS VISIBLE AT 37 FEET.
 BZ1279'
 BZ1279'A 60-FOOT SIGNAL AT WAAF IS VISIBLE AT 50 FEET.
 BZ1279'
 BZ1279'AN 87-FOOT SIGNAL AT PRICE 1943 IS VISIBLE AT 37 FEET.
 BZ1279'
 BZ1279'NOTE--OBSERVED DIRECTIONS TO THE AZIMUTH MARK FOR 1943 AND 1948
 BZ1279'DID NOT CHECK.
 BZ1279
 BZ1279                          STATION RECOVERY (1951)
 BZ1279
 BZ1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 BZ1279'STATION AND ECCENTRIC STATION, REFERENCE, AND AZIMUTH MARKS WERE
 BZ1279'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK 2 1943
 BZ1279'AND WACO ECC. (REFERENCE MARK 3 1948) WERE REMOVED FROM NEW
 BZ1279'CONSTRUCTION AREAS, AND REFERENCE MARK 3 1951 WAS SET.  THE
 BZ1279'AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION IN 1951 BECAUSE OF
 BZ1279'CONSTRUCTION EQUIPMENT.  IT WILL CLEAR WHEN THE CONSTRUCTION IS
 BZ1279'COMPLETED.
 BZ1279'
 BZ1279'STATION IS LOCATED IN THE NW PART OF THE CITY OF WACO, ABOUT
 BZ1279'2 MI. W-NW OF THE BUSINESS DISTRICT, ON THE GROUNDS OF THE
 BZ1279'HILLCREST MEMORIAL HOSPITAL.  IT IS 157 FT. SW OF THE SW CORNER OF
 BZ1279'THE HOSPITAL, 50 FT. N OF THE INTERSECTION OF THIRTY-FIRST AND
 BZ1279'PROCTOR STREETS, 1 FT. W OF A N-S HEDGE, AND 5 FT. E OF A ROW
 BZ1279'OF TREES.
 BZ1279'
 BZ1279'STATION MARK IS A BRONZE DISK, STAMPED WACO 1942 AND SET IN
 BZ1279'CONCRETE FLUSH WITH THE GROUND.  UNDERGROUND MARK IS A DISK,
 BZ1279'SET IN CONCRETE.
 BZ1279'
 BZ1279'REFERENCE MARK 1 IS A BRONZE DISK, STAMPED WACO NO 1 1942 AND
 BZ1279'SET IN CONCRETE FLUSH WITH THE GROUND, N OF THE STATION, AT
 BZ1279'THE CORNER OF THE HEDGE, 30 FT. E OF THE APPROXIMATE CENTER LINE
 BZ1279'OF THIRTY-FIRST STREET, AND 1 FT. W OF THE HEDGE.
 BZ1279'
 BZ1279'REFERENCE MARK 4 IS A BRONZE DISK, STAMPED WACO NO 4 1942 1951
 BZ1279'AND SET IN THE N CURB OF PROCTOR STREET, 23 YD. E OF THE E EDGE
 BZ1279'OF THIRTY-FIRST STREET.
 BZ1279'
 BZ1279'AZIMUTH MARK IS A BRONZE DISK, STAMPED WACO 1942 AND SET IN
 BZ1279'THE S CURB OF PROCTOR STREET, ABOUT 0.4 MI. E OF THE STATION, AND
 BZ1279'5 FT. W OF THE DRIVEWAY TO HOUSE NUMBER 2514.
 BZ1279'
 BZ1279'TO REACH THE STATION FROM THE COURTHOUSE IN WACO, GO NW ON
 BZ1279'NORTH FIFTH FOR 1.4 MI.  TURN LEFT ON HERRING AVENUE AND GO W FOR
 BZ1279'1.7 MI. TO THIRTY-FIRST STREET AT THE NW CORNER OF THE
 BZ1279'HOSPITAL GROUNDS.  THEN TURN LEFT AND GO ABOUT 100 YD. TO THE
 BZ1279'STATION ON THE LEFT AS DESCRIBED.
 BZ1279'
 BZ1279'STATION, UNDERGROUND, AZIMUTH, AND REFERENCE MARKS ARE ALL
 BZ1279'STANDARD STATION, AZIMUTH, OR REFERENCE DISKS SET IN CONCRETE.
 BZ1279
 BZ1279                          STATION RECOVERY (1980)
 BZ1279
 BZ1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 BZ1279'SEARCHED FOR NOT REC THIS DATE BY VERTICAL CONTROL PARTY.  PROBABLY
 BZ1279'DESTROYED DUE TO HOSPITAL CONSTRUCTION.
 BZ1279
 BZ1279                          STATION RECOVERY (1991)
 BZ1279
 BZ1279'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1279'MARK NOT FOUND.
 BZ1279
 BZ1279                          STATION RECOVERY (1995)
 BZ1279
 BZ1279'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1276 ***********************************************************************
 BZ1276  DESIGNATION -  WACO AMICABLE BUILDING FLAG
 BZ1276  PID         -  BZ1276
 BZ1276  STATE/COUNTY-  TX/MCLENNAN
 BZ1276  USGS QUAD   -  WACO WEST (1975)
 BZ1276
 BZ1276                         *CURRENT SURVEY CONTROL
 BZ1276  ___________________________________________________________________
 BZ1276* NAD 83(1993)-  31 33 24.98437(N)    097 07 54.63785(W)     ADJUSTED  
 BZ1276* NAVD 88     -                                                        
 BZ1276  ___________________________________________________________________
 BZ1276  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 BZ1276  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BZ1276
 BZ1276  HORZ ORDER  -  THIRD
 BZ1276
 BZ1276.The horizontal coordinates were established by classical geodetic methods
 BZ1276.and adjusted by the National Geodetic Survey in February 1996..
 BZ1276
 BZ1276
 BZ1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1276
 BZ1276.The geoid height was determined by GEOID03.
 BZ1276
 BZ1276;                    North         East     Units Scale Factor Converg.
 BZ1276;SPC TX C     - 3,213,923.970 1,003,900.805   MT  0.99992861   +1 38 56.2
 BZ1276;SPC TX C     -10,544,348.89  3,293,631.22   sFT  0.99992861   +1 38 56.2
 BZ1276;UTM  14      - 3,492,840.736   677,314.895   MT  0.99998779   +0 58 40.6
 BZ1276
 BZ1276                          SUPERSEDED SURVEY CONTROL
 BZ1276
 BZ1276  NAD 83(1986)-  31 33 24.99346(N)    097 07 54.61834(W) AD(       ) 4
 BZ1276  NAD 27      -  31 33 24.39600(N)    097 07 53.60200(W) AD(       ) 3
 BZ1276
 BZ1276.Superseded values are not recommended for survey control.
 BZ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1276.See file dsdata.txt to determine how the superseded data were derived.
 BZ1276
 BZ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7731592841(NAD 83)
 BZ1276_MARKER: 83 = FLAGSTAFF
 BZ1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1276+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 BZ1276
 BZ1276  HISTORY     - Date     Condition        Report By
 BZ1276  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1276  HISTORY     - 1935     GOOD             CGS
 BZ1276  HISTORY     - 19910424 GOOD             USPSQD
 BZ1276  HISTORY     - 19950715 GOOD             USPSQD
 BZ1276  HISTORY     - 20010317 GOOD             USPSQD
 BZ1276  HISTORY     - 20031012 GOOD             USPSQD
 BZ1276
 BZ1276                          STATION DESCRIPTION
 BZ1276
 BZ1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1276'SO FAR AS COULD BE LEARNED, THE FLAGSTAFF NOW STANDING ON
 BZ1276'THE AMICABLE BUILDING IS THE ONE STANDING IN 1919.
 BZ1276
 BZ1276                          STATION RECOVERY (1991)
 BZ1276
 BZ1276'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1276'RECOVERED IN GOOD CONDITION.
 BZ1276
 BZ1276                          STATION RECOVERY (1995)
 BZ1276
 BZ1276'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1276'RECOVERED IN GOOD CONDITION.
 BZ1276
 BZ1276                          STATION RECOVERY (2001)
 BZ1276
 BZ1276'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1276'RECOVERED IN GOOD CONDITION.
 BZ1276
 BZ1276                          STATION RECOVERY (2003)
 BZ1276
 BZ1276'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1283 ***********************************************************************
 BZ1283  DESIGNATION -  WACO AMICABLE CEN ELEV SHAFT
 BZ1283  PID         -  BZ1283
 BZ1283  STATE/COUNTY-  TX/MCLENNAN
 BZ1283  USGS QUAD   -  WACO WEST (1975)
 BZ1283
 BZ1283                         *CURRENT SURVEY CONTROL
 BZ1283  ___________________________________________________________________
 BZ1283* NAD 83(1993)-  31 33 25.38045(N)    097 07 54.87919(W)     ADJUSTED  
 BZ1283* NAVD 88     -                                                        
 BZ1283  ___________________________________________________________________
 BZ1283  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 BZ1283  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BZ1283
 BZ1283  HORZ ORDER  -  THIRD
 BZ1283
 BZ1283.The horizontal coordinates were established by classical geodetic methods
 BZ1283.and adjusted by the National Geodetic Survey in February 1996..
 BZ1283
 BZ1283
 BZ1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1283
 BZ1283.The geoid height was determined by GEOID03.
 BZ1283
 BZ1283;                    North         East     Units Scale Factor Converg.
 BZ1283;SPC TX C     - 3,213,935.980 1,003,894.092   MT  0.99992863   +1 38 56.1
 BZ1283;SPC TX C     -10,544,388.29  3,293,609.20   sFT  0.99992863   +1 38 56.1
 BZ1283;UTM  14      - 3,492,852.825   677,308.323   MT  0.99998776   +0 58 40.5
 BZ1283
 BZ1283                          SUPERSEDED SURVEY CONTROL
 BZ1283
 BZ1283  NAD 83(1986)-  31 33 25.38955(N)    097 07 54.85969(W) AD(       ) 4
 BZ1283  NAD 27      -  31 33 24.80300(N)    097 07 53.83200(W) AD(       ) 3
 BZ1283
 BZ1283.Superseded values are not recommended for survey control.
 BZ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1283.See file dsdata.txt to determine how the superseded data were derived.
 BZ1283
 BZ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7730892853(NAD 83)
 BZ1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1283+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 BZ1283
 BZ1283  HISTORY     - Date     Condition        Report By
 BZ1283  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1283  HISTORY     - 1935     GOOD             CGS
 BZ1283  HISTORY     - 19910424 GOOD             USPSQD
 BZ1283  HISTORY     - 19950715 GOOD             USPSQD
 BZ1283  HISTORY     - 20010317 GOOD             USPSQD
 BZ1283  HISTORY     - 20031012 GOOD             USPSQD
 BZ1283
 BZ1283                          STATION DESCRIPTION
 BZ1283
 BZ1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1283'THIS ELEVATOR SHAFT IS STILL STANDING UNCHANGED SINCE 1919.
 BZ1283
 BZ1283                          STATION RECOVERY (1991)
 BZ1283
 BZ1283'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1283'RECOVERED IN GOOD CONDITION.
 BZ1283
 BZ1283                          STATION RECOVERY (1995)
 BZ1283
 BZ1283'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1283'RECOVERED IN GOOD CONDITION.
 BZ1283
 BZ1283                          STATION RECOVERY (2001)
 BZ1283
 BZ1283'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1283'RECOVERED IN GOOD CONDITION.
 BZ1283
 BZ1283                          STATION RECOVERY (2003)
 BZ1283
 BZ1283'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1261 ***********************************************************************
 BZ1261  DESIGNATION -  WACO ARMY AIR FIELD BEACON
 BZ1261  PID         -  BZ1261
 BZ1261  STATE/COUNTY-  TX/MCLENNAN
 BZ1261  USGS QUAD   -  ELM MOTT (1975)
 BZ1261
 BZ1261                         *CURRENT SURVEY CONTROL
 BZ1261  ___________________________________________________________________
 BZ1261* NAD 83(1993)-  31 38 15.19514(N)    097 04 59.01667(W)     ADJUSTED  
 BZ1261* NAVD 88     -                                                        
 BZ1261  ___________________________________________________________________
 BZ1261  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 BZ1261  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BZ1261
 BZ1261  HORZ ORDER  -  THIRD
 BZ1261
 BZ1261.This mark is at Tstc Waco (CNW) Airport (CNW)
 BZ1261
 BZ1261.The horizontal coordinates were established by classical geodetic methods
 BZ1261.and adjusted by the National Geodetic Survey in February 1996..
 BZ1261
 BZ1261
 BZ1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1261
 BZ1261.The geoid height was determined by GEOID03.
 BZ1261
 BZ1261;                    North         East     Units Scale Factor Converg.
 BZ1261;SPC TX C     - 3,222,992.343 1,008,269.164   MT  0.99994322   +1 40 26.7
 BZ1261;SPC TX C     -10,574,100.71  3,307,963.08   sFT  0.99994322   +1 40 26.7
 BZ1261;UTM  14      - 3,501,857.993   681,789.219   MT  1.00000760   +1 00 20.9
 BZ1261
 BZ1261                          SUPERSEDED SURVEY CONTROL
 BZ1261
 BZ1261  NAD 83(1986)-  31 38 15.20506(N)    097 04 58.99894(W) AD(       ) 4
 BZ1261  NAD 27      -  31 38 14.61800(N)    097 04 58.00500(W) AD(       ) 3
 BZ1261
 BZ1261.Superseded values are not recommended for survey control.
 BZ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1261.See file dsdata.txt to determine how the superseded data were derived.
 BZ1261
 BZ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8178901858(NAD 83)
 BZ1261_MARKER: 53 = ELEVATED TANK
 BZ1261
 BZ1261  HISTORY     - Date     Condition        Report By
 BZ1261  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1261  HISTORY     - 1955     GOOD             CGS
 BZ1261  HISTORY     - 1975     GOOD             NGS
 BZ1261  HISTORY     - 19910527 GOOD             USPSQD
 BZ1261  HISTORY     - 19950715 GOOD             USPSQD
 BZ1261  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1261  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1261
 BZ1261                          STATION DESCRIPTION
 BZ1261
 BZ1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1261'THIS INTERSECTION STATION IS THE TANK LOCATED AT THE ARMY
 BZ1261'TRAINING SCHOOL NE OF WACO.  STEEL STRUCTURE PAINTED YELLOW
 BZ1261'AND BLACK CHECKS, SUPPORTED ON FOUR LEGS.  IT IS ABOUT 125
 BZ1261'FEET HIGH.  THE POINT OBSERVED ON WAS THE BEACON ON THE APEX
 BZ1261'OF THE TANK.
 BZ1261
 BZ1261                          STATION RECOVERY (1955)
 BZ1261
 BZ1261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BZ1261'THIS TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 BZ1261'POINT OBSERVED ON WAS THE BEACON ON THE APEX OF THE TANK
 BZ1261'AND IS REFERRED TO IN THE TEXAS STATE INDEX AND ON THE GP
 BZ1261'AND PC CARDS AS WACO, ARMY AIR FIELD, BEACON.
 BZ1261'
 BZ1261'THIS IS AN INTERSECTION STATION.
 BZ1261
 BZ1261                          STATION RECOVERY (1975)
 BZ1261
 BZ1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 BZ1261'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TANK ON
 BZ1261'WHICH THE BEACON IS LOCATED IS NOT A FOUR LEGGED TANK AS
 BZ1261'STATED.  IT IS 8 LEGGED AND IN PAINTED RED AND WHITE.  THE
 BZ1261'NAME PLATE ON THE LADDER LEG OF THE TANK STATES THE TANK
 BZ1261'WAS BUILT IN 1941.
 BZ1261'
 BZ1261'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT JAMES
 BZ1261'CONNALLY AIRPORT
 BZ1261
 BZ1261                          STATION RECOVERY (1991)
 BZ1261
 BZ1261'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1261'RECOVERED IN GOOD CONDITION.
 BZ1261
 BZ1261                          STATION RECOVERY (1995)
 BZ1261
 BZ1261'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1261'RECOVERED IN GOOD CONDITION.
 BZ1261
 BZ1261                          STATION RECOVERY (2001)
 BZ1261
 BZ1261'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1261'MARK NOT FOUND.
 BZ1261
 BZ1261                          STATION RECOVERY (2003)
 BZ1261
 BZ1261'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1261'TANK AND STRUCTURE HAS BEEN REMOVED SO BEACON NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1275 ***********************************************************************
 BZ1275  DESIGNATION -  WACO AZ MK
 BZ1275  PID         -  BZ1275
 BZ1275  STATE/COUNTY-  TX/MCLENNAN
 BZ1275  USGS QUAD   -  WACO WEST (1975)
 BZ1275
 BZ1275                         *CURRENT SURVEY CONTROL
 BZ1275  ___________________________________________________________________
 BZ1275* NAD 83(1993)-  31 33 40.58785(N)    097 10 11.24861(W)     ADJUSTED  
 BZ1275* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 BZ1275  ___________________________________________________________________
 BZ1275  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 BZ1275  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ1275
 BZ1275  HORZ ORDER  -  SECOND
 BZ1275
 BZ1275.The horizontal coordinates were established by classical geodetic methods
 BZ1275.and adjusted by the National Geodetic Survey in February 1996..
 BZ1275
 BZ1275.The orthometric height was scaled from a topographic map.
 BZ1275
 BZ1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1275
 BZ1275.The geoid height was determined by GEOID03.
 BZ1275
 BZ1275;                    North         East     Units Scale Factor Converg.
 BZ1275;SPC TX C     - 3,214,301.270 1,000,285.964   MT  0.99992934   +1 37 45.9
 BZ1275;SPC TX C     -10,545,586.75  3,281,771.53   sFT  0.99992934   +1 37 45.9
 BZ1275;UTM  14      - 3,493,260.372   673,704.538   MT  0.99997216   +0 57 29.5
 BZ1275
 BZ1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1275!SPC TX C     -   0.99997770  x   0.99992934  =   0.99990704
 BZ1275!UTM  14      -   0.99997770  x   0.99997216  =   0.99994986
 BZ1275
 BZ1275:                Primary Azimuth Mark                     Grid Az
 BZ1275:SPC TX C     -  WACO RM 3                                239 18 41.6
 BZ1275:UTM  14      -  WACO RM 3                                239 58 58.0
 BZ1275
 BZ1275|---------------------------------------------------------------------|
 BZ1275| PID    Reference Object                     Distance      Geod. Az  |
 BZ1275|                                                           dddmmss.s |
 BZ1275| CV5725 WACO RM 3                                          2405627.5 |
 BZ1275|---------------------------------------------------------------------|
 BZ1275
 BZ1275                          SUPERSEDED SURVEY CONTROL
 BZ1275
 BZ1275  NAD 83(1986)-  31 33 40.59800(N)    097 10 11.23060(W) AD(       ) 2
 BZ1275  NAD 27      -  31 33 40.00200(N)    097 10 10.23100(W) AD(       ) 2
 BZ1275
 BZ1275.Superseded values are not recommended for survey control.
 BZ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1275.See file dsdata.txt to determine how the superseded data were derived.
 BZ1275
 BZ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7370593260(NAD 83)
 BZ1275_MARKER: DZ = AZIMUTH MARK DISK
 BZ1275_SETTING: 0 = UNSPECIFIED SETTING
 BZ1275
 BZ1275  HISTORY     - Date     Condition        Report By
 BZ1275  HISTORY     - 1943     MONUMENTED       CGS
 BZ1275  HISTORY     - 1970     GOOD             NGS
 BZ1275  HISTORY     - 19910424 GOOD             USPSQD
 BZ1275  HISTORY     - 19950715 GOOD             USPSQD
 BZ1275  HISTORY     - 20010317 GOOD             USPSQD
 BZ1275  HISTORY     - 20031012 GOOD             USPSQD
 BZ1275
 BZ1275                          STATION DESCRIPTION
 BZ1275
 BZ1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BZ1275'THE STATION IS LOCATED IN THE CITY OF WACO.
 BZ1275'
 BZ1275'IT IS 0.4 MILE E OF STATION WACO ON PROCTOR STREET.  IT
 BZ1275'IS SET IN CONCRETE CURBING ON S SIDE OF STREET 5 FEET W OF
 BZ1275'DRIVEWAY TO HOUSE NO.2514.  DISK IS STAMPED WACO 1942 AND IS SET
 BZ1275'FLUSH.  TO REACH FROM WACO GO E ON PROCTOR STREET FOR 0.4
 BZ1275'MILE TO MARK ON RIGHT, IN THE 2500 BLOCK.
 BZ1275'
 BZ1275'TO REACH STATION WACO FROM THE INTERSECTION OF FIFTH AND
 BZ1275'WASHINGTON STREETS IN WACO, GO N ON FIFTH STREET FOR 1.35 MILES
 BZ1275'TO HERRING AVENUE, TURN LEFT W AND GO 1.7 MILES TO THIRTY-FIRST
 BZ1275'STREET, JUST AFTER PASSING HILLCREST HOSPITAL, TURN LEFT S ON
 BZ1275'THIRTY-FIRST STREET AND GO 100 YARDS TO STATION WACO ON LEFT.
 BZ1275
 BZ1275                          STATION RECOVERY (1970)
 BZ1275
 BZ1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 BZ1275'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 BZ1275'CONDITION.
 BZ1275'
 BZ1275'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 BZ1275'
 BZ1275'THE AZIMUTH MARK WAS USED AS AN ASTRONOMICAL STATION AS THE
 BZ1275'TRUE STATION AND THE REFERENCE MARKS HAVE BEEN DESTROYED BY
 BZ1275'THE EXSPANSION OF THE HILLCREST MEMORIAL HOSPITAL.
 BZ1275'
 BZ1275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 BZ1275'WNW OF THE CENTER OF THE BUSINESS DISTRICT OF WACO.
 BZ1275
 BZ1275                          STATION RECOVERY (1991)
 BZ1275
 BZ1275'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1275'RECOVERED IN GOOD CONDITION.
 BZ1275
 BZ1275                          STATION RECOVERY (1995)
 BZ1275
 BZ1275'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1275'RECOVERED IN GOOD CONDITION.
 BZ1275
 BZ1275                          STATION RECOVERY (2001)
 BZ1275
 BZ1275'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1275'RECOVERED IN GOOD CONDITION.
 BZ1275
 BZ1275                          STATION RECOVERY (2003)
 BZ1275
 BZ1275'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1263 ***********************************************************************
 BZ1263  DESIGNATION -  WACO BAYLOR UNIVERSITY DOME
 BZ1263  PID         -  BZ1263
 BZ1263  STATE/COUNTY-  TX/MCLENNAN
 BZ1263  USGS QUAD   -  WACO EAST (1975)
 BZ1263
 BZ1263                         *CURRENT SURVEY CONTROL
 BZ1263  ___________________________________________________________________
 BZ1263* NAD 83(1993)-  31 32 44.63088(N)    097 07 16.79271(W)     ADJUSTED  
 BZ1263* NAVD 88     -                                                        
 BZ1263  ___________________________________________________________________
 BZ1263  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 BZ1263  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BZ1263
 BZ1263  HORZ ORDER  -  THIRD
 BZ1263
 BZ1263.The horizontal coordinates were established by classical geodetic methods
 BZ1263.and adjusted by the National Geodetic Survey in February 1996..
 BZ1263
 BZ1263
 BZ1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1263
 BZ1263.The geoid height was determined by GEOID03.
 BZ1263
 BZ1263;                    North         East     Units Scale Factor Converg.
 BZ1263;SPC TX C     - 3,212,710.468 1,004,934.308   MT  0.99992674   +1 39 15.7
 BZ1263;SPC TX C     -10,540,367.59  3,297,021.98   sFT  0.99992674   +1 39 15.7
 BZ1263;UTM  14      - 3,491,615.136   678,334.177   MT  0.99999226   +0 58 59.3
 BZ1263
 BZ1263                          SUPERSEDED SURVEY CONTROL
 BZ1263
 BZ1263  NAD 83(1986)-  31 32 44.64095(N)    097 07 16.77499(W) AD(       ) 4
 BZ1263  NAD 27      -  31 32 44.03900(N)    097 07 15.77800(W) AD(       ) 3
 BZ1263
 BZ1263.Superseded values are not recommended for survey control.
 BZ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1263.See file dsdata.txt to determine how the superseded data were derived.
 BZ1263
 BZ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7833491615(NAD 83)
 BZ1263_MARKER: 87 = DOME
 BZ1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1263+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 BZ1263
 BZ1263  HISTORY     - Date     Condition        Report By
 BZ1263  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1263  HISTORY     - 19910424 GOOD             USPSQD
 BZ1263  HISTORY     - 19950715 GOOD             USPSQD
 BZ1263  HISTORY     - 20010317 GOOD             USPSQD
 BZ1263  HISTORY     - 20031012 GOOD             USPSQD
 BZ1263
 BZ1263                          STATION DESCRIPTION
 BZ1263
 BZ1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1263'THIS INTERSECTION STATION IS LOCATED ON THE UNIVERSITY CAMPUS
 BZ1263'IN THE SOUTHERLY PART OF THE CITY OF WACO.  IT IS THE STAINLESS
 BZ1263'STEEL DOME ON THE ADMINISTRATION BUILDING (PAT NEFF BUILDING)
 BZ1263'WHICH IS A 3-STORY RED BRICK STRUCTURE FACING SPEIGHT STREET.
 BZ1263'POINT OBSERVED UPON WAS THE FINIAL.
 BZ1263
 BZ1263                          STATION RECOVERY (1991)
 BZ1263
 BZ1263'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1263'RECOVERED IN GOOD CONDITION.
 BZ1263
 BZ1263                          STATION RECOVERY (1995)
 BZ1263
 BZ1263'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1263'RECOVERED IN GOOD CONDITION.
 BZ1263
 BZ1263                          STATION RECOVERY (2001)
 BZ1263
 BZ1263'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1263'RECOVERED IN GOOD CONDITION.
 BZ1263
 BZ1263                          STATION RECOVERY (2003)
 BZ1263
 BZ1263'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1278 ***********************************************************************
 BZ1278  DESIGNATION -  WACO CAMERON CO WATER TANK
 BZ1278  PID         -  BZ1278
 BZ1278  STATE/COUNTY-  TX/MCLENNAN
 BZ1278  USGS QUAD   -  WACO WEST (1975)
 BZ1278
 BZ1278                         *CURRENT SURVEY CONTROL
 BZ1278  ___________________________________________________________________
 BZ1278* NAD 83(1993)-  31 32 16.94244(N)    097 08 55.01151(W)     ADJUSTED  
 BZ1278* NAVD 88     -                                                        
 BZ1278  ___________________________________________________________________
 BZ1278  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 BZ1278  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BZ1278
 BZ1278  HORZ ORDER  -  THIRD
 BZ1278
 BZ1278.The horizontal coordinates were established by classical geodetic methods
 BZ1278.and adjusted by the National Geodetic Survey in February 1996..
 BZ1278
 BZ1278
 BZ1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1278
 BZ1278.The geoid height was determined by GEOID03.
 BZ1278
 BZ1278;                    North         East     Units Scale Factor Converg.
 BZ1278;SPC TX C     - 3,211,783.615 1,002,369.292   MT  0.99992547   +1 38 25.1
 BZ1278;SPC TX C     -10,537,326.74  3,288,606.59   sFT  0.99992547   +1 38 25.1
 BZ1278;UTM  14      - 3,490,718.351   675,758.320   MT  0.99998101   +0 58 07.1
 BZ1278
 BZ1278                          SUPERSEDED SURVEY CONTROL
 BZ1278
 BZ1278  NAD 83(1986)-  31 32 16.95254(N)    097 08 54.99376(W) AD(       ) 4
 BZ1278  NAD 27      -  31 32 16.35000(N)    097 08 54.00000(W) AD(       ) 3
 BZ1278
 BZ1278.Superseded values are not recommended for survey control.
 BZ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1278.See file dsdata.txt to determine how the superseded data were derived.
 BZ1278
 BZ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7575890718(NAD 83)
 BZ1278_MARKER: 53 = ELEVATED TANK
 BZ1278
 BZ1278  HISTORY     - Date     Condition        Report By
 BZ1278  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1278  HISTORY     - 19910424 GOOD             USPSQD
 BZ1278  HISTORY     - 19950715 GOOD             USPSQD
 BZ1278  HISTORY     - 20010317 GOOD             USPSQD
 BZ1278  HISTORY     - 20031012 MARK NOT FOUND   USPSQD
 BZ1278
 BZ1278                          STATION DESCRIPTION
 BZ1278
 BZ1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1278'THIS INTERSECTION STATION IS THE WATER TANK OF THE WM. CAMERON
 BZ1278'COMPANY, LOCATED ABOUT 1 MILE SE OF THE CENTER OF WACO.  IT
 BZ1278'IS 150 FEET N OF TWENTY-SIXTH STREET AND 200 FEET E OF
 BZ1278'RAILROAD TRACKS, AT THE S END OF THE PLANT.  IT IS A 4-LEGGED
 BZ1278'STEEL STRUCTURE 125 FEET HIGH PAINTED BLACK WITH WHITE LETTERING
 BZ1278'WM. CAMERON AND CO., INC., WHOLESALE PAINTED ON THE N AND S
 BZ1278'SIDES.  POINT OBSERVED ON WAS THE FINIAL ON THE APEX OF
 BZ1278'ROOF.
 BZ1278
 BZ1278                          STATION RECOVERY (1991)
 BZ1278
 BZ1278'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1278'RECOVERED IN GOOD CONDITION.
 BZ1278
 BZ1278                          STATION RECOVERY (1995)
 BZ1278
 BZ1278'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1278'RECOVERED IN GOOD CONDITION.
 BZ1278
 BZ1278                          STATION RECOVERY (2001)
 BZ1278
 BZ1278'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1278'RECOVERED IN GOOD CONDITION.
 BZ1278
 BZ1278                          STATION RECOVERY (2003)
 BZ1278
 BZ1278'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1278'APPARENTLY THE WATER TOWER HAS BEEN RAZED. ALL REFERENCED ITEMS FOUND
 BZ1278'BUT A PARKING LOT IS LOCATED AT THIS LOCATION WITH NO SIGN OF THE OLD
 BZ1278'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9808 ***********************************************************************
 DG9808  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9808  DESIGNATION -  WACO CORS ARP
 DG9808  CORS_ID     -  TXWA
 DG9808  PID         -  DG9808
 DG9808  STATE/COUNTY-  TX/MCLENNAN
 DG9808  USGS QUAD   -  WACO EAST (1975)
 DG9808
 DG9808                         *CURRENT SURVEY CONTROL
 DG9808  ___________________________________________________________________
 DG9808* NAD 83(CORS)-  31 34 39.75907(N)    097 06 37.81013(W)     ADJUSTED  
 DG9808* NAVD 88     -                                                        
 DG9808  ___________________________________________________________________
 DG9808  EPOCH DATE  -        2002.00
 DG9808  X           -    -673,234.604 (meters)                     COMP
 DG9808  Y           -  -5,396,984.209 (meters)                     COMP
 DG9808  Z           -   3,320,684.622 (meters)                     COMP
 DG9808  ELLIP HEIGHT-         102.93  (meters)          (04/??/05) GPS OBS
 DG9808  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DG9808
 DG9808  HORZ ORDER  -  SPECIAL (CORS)
 DG9808  ELLP ORDER  -  SPECIAL (CORS)
 DG9808
 DG9808.ITRF positions are available for this station.
 DG9808.The coordinates were established by GPS observations
 DG9808.and adjusted by the National Geodetic Survey in April 2005..
 DG9808.The coordinates are valid at the epoch date displayed above.
 DG9808.The epoch date for horizontal control is a decimal equivalence
 DG9808.of Year/Month/Day.
 DG9808
 DG9808
 DG9808.The PID for the CORS L1 Phase Center is DG9809.
 DG9808
 DG9808.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9808
 DG9808.The ellipsoidal height was determined by GPS observations
 DG9808.and is referenced to NAD 83.
 DG9808
 DG9808.The geoid height was determined by GEOID03.
 DG9808
 DG9808;                    North         East     Units Scale Factor Converg.
 DG9808;SPC TX C     - 3,216,284.385 1,005,859.325   MT  0.99993218   +1 39 35.8
 DG9808;SPC TX C     -10,552,093.02  3,300,056.80   sFT  0.99993218   +1 39 35.8
 DG9808
 DG9808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9808!SPC TX C     -   0.99998384  x   0.99993218  =   0.99991602
 DG9808
 DG9808                          SUPERSEDED SURVEY CONTROL
 DG9808
 DG9808.No superseded survey control is available for this station.
 DG9808
 DG9808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7930195178(NAD 83)
 DG9808_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9808
 DG9808                          STATION DESCRIPTION
 DG9808
 DG9808'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9808'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9808'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9808'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9808'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9808'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9809 ***********************************************************************
 DG9809  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9809  DESIGNATION -  WACO CORS L1 PHASE CENTER
 DG9809  CORS_ID     -  TXWA
 DG9809  PID         -  DG9809
 DG9809  STATE/COUNTY-  TX/MCLENNAN
 DG9809  USGS QUAD   -  WACO EAST (1975)
 DG9809
 DG9809                         *CURRENT SURVEY CONTROL
 DG9809  ___________________________________________________________________
 DG9809* NAD 83(CORS)-  31 34 39.75908(N)    097 06 37.81011(W)     ADJUSTED  
 DG9809* NAVD 88     -                                                        
 DG9809  ___________________________________________________________________
 DG9809  EPOCH DATE  -        2002.00
 DG9809  X           -    -673,234.611 (meters)                     COMP
 DG9809  Y           -  -5,396,984.268 (meters)                     COMP
 DG9809  Z           -   3,320,684.659 (meters)                     COMP
 DG9809  ELLIP HEIGHT-         103.00  (meters)          (04/??/05) GPS OBS
 DG9809  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DG9809
 DG9809  HORZ ORDER  -  SPECIAL (CORS)
 DG9809  ELLP ORDER  -  SPECIAL (CORS)
 DG9809
 DG9809.ITRF positions are available for this station.
 DG9809.The coordinates were established by GPS observations
 DG9809.and adjusted by the National Geodetic Survey in April 2005..
 DG9809.The coordinates are valid at the epoch date displayed above.
 DG9809.The epoch date for horizontal control is a decimal equivalence
 DG9809.of Year/Month/Day.
 DG9809
 DG9809
 DG9809.The PID for the CORS ARP is DG9808.
 DG9809
 DG9809.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9809
 DG9809.The ellipsoidal height was determined by GPS observations
 DG9809.and is referenced to NAD 83.
 DG9809
 DG9809.The geoid height was determined by GEOID03.
 DG9809
 DG9809;                    North         East     Units Scale Factor Converg.
 DG9809;SPC TX C     - 3,216,284.385 1,005,859.325   MT  0.99993218   +1 39 35.8
 DG9809;SPC TX C     -10,552,093.02  3,300,056.80   sFT  0.99993218   +1 39 35.8
 DG9809
 DG9809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9809!SPC TX C     -   0.99998383  x   0.99993218  =   0.99991601
 DG9809
 DG9809                          SUPERSEDED SURVEY CONTROL
 DG9809
 DG9809.No superseded survey control is available for this station.
 DG9809
 DG9809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7930195178(NAD 83)
 DG9809_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9809
 DG9809                          STATION DESCRIPTION
 DG9809
 DG9809'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9809'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9809'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9809'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9809'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9809'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1280 ***********************************************************************
 BZ1280  DESIGNATION -  WACO COURTHOUSE DOME STATUE
 BZ1280  PID         -  BZ1280
 BZ1280  STATE/COUNTY-  TX/MCLENNAN
 BZ1280  USGS QUAD   -  WACO WEST (1975)
 BZ1280
 BZ1280                         *CURRENT SURVEY CONTROL
 BZ1280  ___________________________________________________________________
 BZ1280* NAD 83(1993)-  31 33 26.73307(N)    097 08 00.91620(W)     ADJUSTED  
 BZ1280* NAVD 88     -                                                        
 BZ1280  ___________________________________________________________________
 BZ1280  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 BZ1280  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BZ1280
 BZ1280  HORZ ORDER  -  THIRD
 BZ1280
 BZ1280.The horizontal coordinates were established by classical geodetic methods
 BZ1280.and adjusted by the National Geodetic Survey in February 1996..
 BZ1280
 BZ1280
 BZ1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1280
 BZ1280.The geoid height was determined by GEOID03.
 BZ1280
 BZ1280;                    North         East     Units Scale Factor Converg.
 BZ1280;SPC TX C     - 3,213,973.040 1,003,733.754   MT  0.99992869   +1 38 53.0
 BZ1280;SPC TX C     -10,544,509.88  3,293,083.16   sFT  0.99992869   +1 38 53.0
 BZ1280;UTM  14      - 3,492,891.762   677,148.420   MT  0.99998706   +0 58 37.4
 BZ1280
 BZ1280                          SUPERSEDED SURVEY CONTROL
 BZ1280
 BZ1280  NAD 83(1986)-  31 33 26.74312(N)    097 08 00.89836(W) AD(       ) 4
 BZ1280  NAD 27      -  31 33 26.15000(N)    097 07 59.91000(W) AD(       ) 3
 BZ1280
 BZ1280.Superseded values are not recommended for survey control.
 BZ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1280.See file dsdata.txt to determine how the superseded data were derived.
 BZ1280
 BZ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7714892892(NAD 83)
 BZ1280_MARKER: 87 = DOME
 BZ1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1280+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 BZ1280
 BZ1280  HISTORY     - Date     Condition        Report By
 BZ1280  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1280  HISTORY     - 19910424 GOOD             USPSQD
 BZ1280  HISTORY     - 19950715 GOOD             USPSQD
 BZ1280  HISTORY     - 20010317 GOOD             USPSQD
 BZ1280  HISTORY     - 20031012 GOOD             USPSQD
 BZ1280
 BZ1280                          STATION DESCRIPTION
 BZ1280
 BZ1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1280'THIS INTERSECTION STATION IS LOCATED AT WASHINGTON AND FIFTH
 BZ1280'STREETS IN DOWNTOWN WACO.  STATION IS A SMALL DOME SUPPORTED
 BZ1280'OVER A LARGER DOME BY 6 PILLARS.  BOTH DOMES ARE CONCRETE
 BZ1280'WHILE THE BUILDING IS CONSTRUCTED WITH CONCRETE BLOCKS.
 BZ1280'POINT OBSERVED UPON WAS THE HEAD OF THE STATUE OF JUSTICE WHICH
 BZ1280'SURMOUNTS THE SMALL DOME.
 BZ1280
 BZ1280                          STATION RECOVERY (1991)
 BZ1280
 BZ1280'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1280'RECOVERED IN GOOD CONDITION.
 BZ1280
 BZ1280                          STATION RECOVERY (1995)
 BZ1280
 BZ1280'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1280'RECOVERED IN GOOD CONDITION.
 BZ1280
 BZ1280                          STATION RECOVERY (2001)
 BZ1280
 BZ1280'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1280'RECOVERED IN GOOD CONDITION.
 BZ1280
 BZ1280                          STATION RECOVERY (2003)
 BZ1280
 BZ1280'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3076 ***********************************************************************
 CS3076  DESIGNATION -  WACO FORT WORTH AIRWAY BCN 47
 CS3076  PID         -  CS3076
 CS3076  STATE/COUNTY-  TX/HILL
 CS3076  USGS QUAD   -  BLANTON (1976)
 CS3076
 CS3076                         *CURRENT SURVEY CONTROL
 CS3076  ___________________________________________________________________
 CS3076* NAD 83(1993)-  32 02 24.44508(N)    097 15 36.67097(W)     ADJUSTED  
 CS3076* NAVD 88     -                                                        
 CS3076  ___________________________________________________________________
 CS3076  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 CS3076  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CS3076
 CS3076  HORZ ORDER  -  THIRD
 CS3076
 CS3076.The horizontal coordinates were established by classical geodetic methods
 CS3076.and adjusted by the National Geodetic Survey in February 1996..
 CS3076
 CS3076
 CS3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3076
 CS3076.The geoid height was determined by GEOID03.
 CS3076
 CS3076;                    North         East     Units Scale Factor Converg.
 CS3076;SPC TXNC     - 2,042,105.281   717,103.295   MT  1.00002712   +0 40 34.3
 CS3076;SPC TXNC     - 6,699,807.08  2,352,696.39   sFT  1.00002712   +0 40 34.3
 CS3076;SPC TX C     - 3,267,135.911   990,241.177   MT  1.00004588   +1 34 58.3
 CS3076;SPC TX C     -10,718,928.40  3,248,816.26   sFT  1.00004588   +1 34 58.3
 CS3076;UTM  14      - 3,546,206.529   664,274.211   MT  0.99993281   +0 55 23.5
 CS3076
 CS3076                          SUPERSEDED SURVEY CONTROL
 CS3076
 CS3076  NAD 83(1986)-  32 02 24.45237(N)    097 15 36.65065(W) AD(       ) 4
 CS3076  NAD 27      -  32 02 23.89900(N)    097 15 35.61000(W) AD(       ) 3
 CS3076
 CS3076.Superseded values are not recommended for survey control.
 CS3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3076.See file dsdata.txt to determine how the superseded data were derived.
 CS3076
 CS3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6427446207(NAD 83)
 CS3076_MARKER: 22 = AIRWAY BEACON
 CS3076
 CS3076  HISTORY     - Date     Condition        Report By
 CS3076  HISTORY     - 1944     FIRST OBSERVED   CGS
 CS3076  HISTORY     - 1948     GOOD             CGS
 CS3076  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 CS3076  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 CS3076
 CS3076                          STATION DESCRIPTION
 CS3076
 CS3076'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3076'STATION IS THE CENTER OF THE LAMP OF AIRWAY BEACON NO. 47
 CS3076'WHICH IS LOCATED ABOUT 5 MILES N OF THE VILLAGE OF PEORIA
 CS3076'ON LAND OWNED BY E.D. BENNETT.  THE BEACON IS ABOUT 0.1 MILE
 CS3076'S OF MR. BENNETTS HOUSE IN PASTURE LAND.  THE BEACON IS A
 CS3076'STANDARD TYPE STRUCTURE ABOUT 50 FEET HIGH, PAINTED RED
 CS3076'AND WHITE, AND HAS DIRECTION LIGHTS POINTING N AND S.
 CS3076'
 CS3076'THIS IS AN INTERSECTION STATION.
 CS3076
 CS3076                          STATION RECOVERY (1948)
 CS3076
 CS3076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3076'THE STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF HILLSBORO
 CS3076'AND 2 MILES WEST OF WOODBURY.
 CS3076'
 CS3076'THE TOWER IS OF STEEL CONSTRUCTION, FOUR-LEGGED, 15 FEET
 CS3076'SQUARE AT THE BASE, PAINTED ORANGE AND WHITE AND 85 FEET HIGH.
 CS3076'MOUNTED ON TOP OF THE TOWER IS A ONE LENS REVOLVING LAMP,
 CS3076'FLASHING WHITE, AND TWO SMALL LAMPS WHICH FLASH RED CODE
 CS3076'SIGNALS.
 CS3076'
 CS3076'THE POINT INTERSECTED WAS THE REVOLVING LAMP.
 CS3076'
 CS3076'TO REACH THE STATION FROM THE ONLY CHURCH IN WOODBURY WHICH
 CS3076'IS ABOUT 7 MILES NORTHWEST OF HILLSBORO BY ROAD, GO WEST
 CS3076'FOR 0.15 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO WEST ON
 CS3076'THE MAIN ROAD FOR 1.85 MILE TO A FARM ON THE LEFT.  TURN
 CS3076'LEFT INTO THE FARMYARD, PASS BETWEEN THE BARN AND THE HOUSE,
 CS3076'AND GO SOUTH ACROSS THE FIELD FOR 0.3 MILE TO THE STATION.
 CS3076
 CS3076                          STATION RECOVERY (1999)
 CS3076
 CS3076'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3076'MARK NOT FOUND.
 CS3076
 CS3076                          STATION RECOVERY (2003)
 CS3076
 CS3076'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS3076'NO AIRPORT CURRENTLY EXISTS IN THIS AREA AND THERE ARE NO TOWERS OF
 CS3076'ANY TYPE VISIBLE ANYWHERE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3073 ***********************************************************************
 CS3073  DESIGNATION -  WACO FORT WORTH ARIWAY BCN 48
 CS3073  PID         -  CS3073
 CS3073  STATE/COUNTY-  TX/JOHNSON
 CS3073  USGS QUAD   -  COVINGTON (1978)
 CS3073
 CS3073                         *CURRENT SURVEY CONTROL
 CS3073  ___________________________________________________________________
 CS3073* NAD 83(1993)-  32 14 52.38872(N)    097 17 00.18428(W)     ADJUSTED  
 CS3073* NAVD 88     -                                                        
 CS3073  ___________________________________________________________________
 CS3073  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 CS3073  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CS3073
 CS3073  HORZ ORDER  -  THIRD
 CS3073
 CS3073.The horizontal coordinates were established by classical geodetic methods
 CS3073.and adjusted by the National Geodetic Survey in February 1996..
 CS3073
 CS3073
 CS3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3073
 CS3073.The geoid height was determined by GEOID03.
 CS3073
 CS3073;                    North         East     Units Scale Factor Converg.
 CS3073;SPC TXNC     - 2,065,116.667   714,645.474   MT  0.99997024   +0 39 48.7
 CS3073;SPC TXNC     - 6,775,303.60  2,344,632.69   sFT  0.99997024   +0 39 48.7
 CS3073;SPC TX C     - 3,290,107.423   987,419.165   MT  1.00011830   +1 34 15.3
 CS3073;SPC TX C     -10,794,294.10  3,239,557.71   sFT  1.00011830   +1 34 15.3
 CS3073;UTM  14      - 3,569,205.371   661,716.256   MT  0.99992251   +0 54 58.2
 CS3073
 CS3073                          SUPERSEDED SURVEY CONTROL
 CS3073
 CS3073  NAD 83(1986)-  32 14 52.39468(N)    097 17 00.16446(W) AD(       ) 4
 CS3073  NAD 27      -  32 14 51.86700(N)    097 16 59.11700(W) AD(       ) 3
 CS3073
 CS3073.Superseded values are not recommended for survey control.
 CS3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3073.See file dsdata.txt to determine how the superseded data were derived.
 CS3073
 CS3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6171669205(NAD 83)
 CS3073_MARKER: 22 = AIRWAY BEACON
 CS3073
 CS3073  HISTORY     - Date     Condition        Report By
 CS3073  HISTORY     - 1944     FIRST OBSERVED   CGS
 CS3073  HISTORY     - 1946     GOOD             CGS
 CS3073  HISTORY     - 1948     GOOD             CGS
 CS3073  HISTORY     - 1953     GOOD             CGS
 CS3073  HISTORY     - 19910417 MARK NOT FOUND   USPSQD
 CS3073  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 CS3073
 CS3073                          STATION DESCRIPTION
 CS3073
 CS3073'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3073'STATION IS THE CENTER OF THE LAMP OF AIRWAY BEACON 48, LOCATED
 CS3073'JUST N OF THE VILLAGE OF PARKER, ON THE E SIDE OF HIGHWAY
 CS3073'171, AND AT THE SW CORNER OF THE EMERGENCY LANDING FIELD.
 CS3073'THE BEACON IS A STANDARD STRUCTURE ABOUT 50 FEET HIGH, PAINTED
 CS3073'RED AND WHITE, AND HAS DIRECTION LIGHTS POINTING N AND S.
 CS3073'
 CS3073'THIS IS AN INTERSECTION STATION.
 CS3073
 CS3073                          STATION RECOVERY (1946)
 CS3073
 CS3073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3073'TO REACH FROM CLEBURNE, TAKE HIGHWAY 171 FROM SW CORNER OF
 CS3073'SQUARE.  GO S FOR 9.6 MILES.  BEACON IS SITUATED IN SWCORNER
 CS3073'OF AIRFIELD ON LEFT SIDE OF ROAD.  BEACON IS ABOUT 60 FEET
 CS3073'HIGH, PAINTED RED AND WHITE.
 CS3073
 CS3073                          STATION RECOVERY (1948)
 CS3073
 CS3073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3073'THE STATION IS LOCATED AT NORTH EDGE OF THE VILLAGE OF PARKER,
 CS3073'IN THE SOUTHWEST CORNER OF THE PARKER EMERGENCY AIR FIELD.
 CS3073'IT IS 35 YARDS EAST OF APPROXIMATE CENTER LINE OF STATE
 CS3073'HIGHWAY NO. 171, 33 YARDS NORTH OF THE APPROXIMATE CENTER
 CS3073'OF DIRT T-ROAD.  THE TOWER IS BUILT OF STEEL CONSTRUCTION,
 CS3073'IT IS 10 FEET SQUARE AT THE BASE AND ABOUT 50 FEET HIGH.
 CS3073'
 CS3073'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 CS3073'IN CLEBURNE, GO SOUTH ON STATE HIGHWAY NO. 171 FOR 10.4 MILES
 CS3073'TO THE STATION ON THE LEFT SIDE OF ROAD AS DESCRIBED.
 CS3073'
 CS3073'THE POINT INTERSECTED WAS THE LAMP ON TOP.
 CS3073
 CS3073                          STATION RECOVERY (1953)
 CS3073
 CS3073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3073'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3073
 CS3073                          STATION RECOVERY (1991)
 CS3073
 CS3073'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3073'MARK NOT FOUND.
 CS3073
 CS3073                          STATION RECOVERY (1994)
 CS3073
 CS3073'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0977 ***********************************************************************
 BM0977  DESIGNATION -  WACO GALVESTON AIRWAY BCN 10
 BM0977  PID         -  BM0977
 BM0977  STATE/COUNTY-  TX/GRIMES
 BM0977  USGS QUAD   -  COURTNEY (1989)
 BM0977
 BM0977                         *CURRENT SURVEY CONTROL
 BM0977  ___________________________________________________________________
 BM0977* NAD 83(1993)-  30 22 30.24137(N)    096 06 36.99593(W)     ADJUSTED  
 BM0977* NAVD 88     -                                                        
 BM0977  ___________________________________________________________________
 BM0977  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BM0977  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BM0977
 BM0977  HORZ ORDER  -  THIRD
 BM0977
 BM0977.The horizontal coordinates were established by classical geodetic methods
 BM0977.and adjusted by the National Geodetic Survey in February 1996..
 BM0977
 BM0977
 BM0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0977
 BM0977.The geoid height was determined by GEOID03.
 BM0977
 BM0977;                    North         East     Units Scale Factor Converg.
 BM0977;SPC TX C     - 3,086,234.493 1,105,804.650   MT  0.99994106   +2 10 30.4
 BM0977;SPC TX C     -10,125,421.00  3,627,960.76   sFT  0.99994106   +2 10 30.4
 BM0977;SPC TXSC     - 4,285,137.829   877,743.671   MT  1.00002779   +1 24 56.6
 BM0977;SPC TXSC     -14,058,823.03  2,879,730.69   sFT  1.00002779   +1 24 56.6
 BM0977;UTM  14      - 3,363,890.126   777,711.057   MT  1.00055157   +1 27 43.7
 BM0977
 BM0977                          SUPERSEDED SURVEY CONTROL
 BM0977
 BM0977  NAD 83(1986)-  30 22 30.25531(N)    096 06 36.97885(W) AD(       ) 4
 BM0977  NAD 27      -  30 22 29.51000(N)    096 06 36.13100(W) AD(       ) 3
 BM0977
 BM0977.Superseded values are not recommended for survey control.
 BM0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0977.See file dsdata.txt to determine how the superseded data were derived.
 BM0977
 BM0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7771163890(NAD 83)
 BM0977_MARKER: 22 = AIRWAY BEACON
 BM0977
 BM0977  HISTORY     - Date     Condition        Report By
 BM0977  HISTORY     - 1952     FIRST OBSERVED   CGS
 BM0977  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0977
 BM0977                          STATION DESCRIPTION
 BM0977
 BM0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BM0977'THE STATION IS LOCATED ON THE EAST SIDE OF THE NAVASOTA
 BM0977'COUNTRY CLUB GOLF COURSE, ABOUT 1.5 MILES WEST OF NAVASOTA.
 BM0977'IT IS ABOUT 35 FEET WEST OF A GRAVELED ROAD AND ABOUT 16
 BM0977'FEET WEST OF FENCE LINE.  IT IS A FOUR LEGGED STEEL STRUCTURE
 BM0977'SUPPORTING A CONTINOUS SWEEP BEACON AND DIRECTIONAL FLASHER
 BM0977'LIGHTS TO THE NORTHWEST AND SOUTHEAST AND IS ABOUT 35 FEET
 BM0977'HIGH.
 BM0977'
 BM0977'THE CENTER OF THE LIGHT IS THE POINT OBSERVED UPON.
 BM0977'
 BM0977'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BM0977'NO. 6 AND STATE HIGHWAY NO. 90 IN NAVASOTA, GO WEST ON STATE
 BM0977'HIGHWAY NO. 90 FOR 1.3 MILES TO A SIDE ROAD LEFT, GO SOUTH
 BM0977'FOR 0.35 MILES THEN WEST 0.1 MILE TO A TURN SOUTH AND THE
 BM0977'STATION ON THE WEST JUST AFTER THE TURN SOUTH AS DESCRIBED.
 BM0977
 BM0977                          STATION RECOVERY (1994)
 BM0977
 BM0977'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1264 ***********************************************************************
 BZ1264  DESIGNATION -  WACO GENERAL TIRE CO STACK
 BZ1264  PID         -  BZ1264
 BZ1264  STATE/COUNTY-  TX/MCLENNAN
 BZ1264  USGS QUAD   -  WACO EAST (1975)
 BZ1264
 BZ1264                         *CURRENT SURVEY CONTROL
 BZ1264  ___________________________________________________________________
 BZ1264* NAD 83(1993)-  31 34 18.30045(N)    097 06 22.50004(W)     ADJUSTED  
 BZ1264* NAVD 88     -                                                        
 BZ1264  ___________________________________________________________________
 BZ1264  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 BZ1264  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BZ1264
 BZ1264  HORZ ORDER  -  THIRD
 BZ1264
 BZ1264.The horizontal coordinates were established by classical geodetic methods
 BZ1264.and adjusted by the National Geodetic Survey in February 1996..
 BZ1264
 BZ1264
 BZ1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1264
 BZ1264.The geoid height was determined by GEOID03.
 BZ1264
 BZ1264;                    North         East     Units Scale Factor Converg.
 BZ1264;SPC TX C     - 3,215,635.487 1,006,281.988   MT  0.99993114   +1 39 43.7
 BZ1264;SPC TX C     -10,549,964.09  3,301,443.49   sFT  0.99993114   +1 39 43.7
 BZ1264;UTM  14      - 3,494,524.369   679,716.101   MT  0.99999836   +0 59 30.4
 BZ1264
 BZ1264                          SUPERSEDED SURVEY CONTROL
 BZ1264
 BZ1264  NAD 83(1986)-  31 34 18.31042(N)    097 06 22.48220(W) AD(       ) 4
 BZ1264  NAD 27      -  31 34 17.71100(N)    097 06 21.48700(W) AD(       ) 3
 BZ1264
 BZ1264.Superseded values are not recommended for survey control.
 BZ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1264.See file dsdata.txt to determine how the superseded data were derived.
 BZ1264
 BZ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7971694524(NAD 83)
 BZ1264_MARKER: 63 = STACK
 BZ1264
 BZ1264  HISTORY     - Date     Condition        Report By
 BZ1264  HISTORY     - 1948     FIRST OBSERVED   CGS
 BZ1264  HISTORY     - 19910424 GOOD             USPSQD
 BZ1264  HISTORY     - 19950715 GOOD             USPSQD
 BZ1264  HISTORY     - 20010317 GOOD             USPSQD
 BZ1264
 BZ1264                          STATION DESCRIPTION
 BZ1264
 BZ1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1264'THE STATION IS LOCATED IN THE E PART OF THE CITY OF WACO,
 BZ1264'ABOUT 1,000 FEET NE OF A CONCRETE BRIDGE AND U.S. HIGHWAY 81.
 BZ1264'
 BZ1264'THE STACK IS OF RED BRICK CONSTRUCTION, 110 FEET HIGH, AND
 BZ1264'20 FEET IN DIAMETER AT THE BASE.
 BZ1264'
 BZ1264'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 BZ1264'
 BZ1264'TO REACH THE STATION FROM THE COURTHOUSE IN WACO, GO N AND
 BZ1264'E ON U.S. HIGHWAY 81 FOR 1.7 MILES TO FORKS IN THE HIGHWAYS.
 BZ1264'TAKE THE RIGHT FORK AND GO E ON U.S. HIGHWAY 84 AND STATE
 BZ1264'HIGHWAYS 31 AND 6 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN
 BZ1264'RIGHT AND AND GO S ON U.S. HIGHWAYS 81 AND 77 AND STATE HIGHWAY
 BZ1264'6 FOR 0.5 MILE TO A CONCRETE BRIDGE AND THE STATION ON
 BZ1264'THE LEFT.
 BZ1264'
 BZ1264'THIS IS AN INTERSECTION STATION.
 BZ1264
 BZ1264                          STATION RECOVERY (1991)
 BZ1264
 BZ1264'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGN)
 BZ1264'RECOVERED IN GOOD CONDITION.
 BZ1264
 BZ1264                          STATION RECOVERY (1995)
 BZ1264
 BZ1264'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1264'RECOVERED IN GOOD CONDITION.
 BZ1264
 BZ1264                          STATION RECOVERY (2001)
 BZ1264
 BZ1264'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1267 ***********************************************************************
 BZ1267  DESIGNATION -  WACO GENERAL TIRE CO WTR TOWER
 BZ1267  PID         -  BZ1267
 BZ1267  STATE/COUNTY-  TX/MCLENNAN
 BZ1267  USGS QUAD   -  WACO EAST (1975)
 BZ1267
 BZ1267                         *CURRENT SURVEY CONTROL
 BZ1267  ___________________________________________________________________
 BZ1267* NAD 83(1993)-  31 34 18.77528(N)    097 06 22.81434(W)     ADJUSTED  
 BZ1267* NAVD 88     -                                                        
 BZ1267  ___________________________________________________________________
 BZ1267  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 BZ1267  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BZ1267
 BZ1267  HORZ ORDER  -  THIRD
 BZ1267
 BZ1267.The horizontal coordinates were established by classical geodetic methods
 BZ1267.and adjusted by the National Geodetic Survey in February 1996..
 BZ1267
 BZ1267
 BZ1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1267
 BZ1267.The geoid height was determined by GEOID03.
 BZ1267
 BZ1267;                    North         East     Units Scale Factor Converg.
 BZ1267;SPC TX C     - 3,215,649.864 1,006,273.280   MT  0.99993117   +1 39 43.5
 BZ1267;SPC TX C     -10,550,011.26  3,301,414.92   sFT  0.99993117   +1 39 43.5
 BZ1267;UTM  14      - 3,494,538.848   679,707.562   MT  0.99999833   +0 59 30.2
 BZ1267
 BZ1267                          SUPERSEDED SURVEY CONTROL
 BZ1267
 BZ1267  NAD 83(1986)-  31 34 18.78526(N)    097 06 22.79650(W) AD(       ) 4
 BZ1267  NAD 27      -  31 34 18.18600(N)    097 06 21.80100(W) AD(       ) 3
 BZ1267
 BZ1267.Superseded values are not recommended for survey control.
 BZ1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1267.See file dsdata.txt to determine how the superseded data were derived.
 BZ1267
 BZ1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7970894539(NAD 83)
 BZ1267_MARKER: 53 = ELEVATED TANK
 BZ1267
 BZ1267  HISTORY     - Date     Condition        Report By
 BZ1267  HISTORY     - 1948     FIRST OBSERVED   CGS
 BZ1267  HISTORY     - 19910424 GOOD             USPSQD
 BZ1267  HISTORY     - 19950715 GOOD             USPSQD
 BZ1267  HISTORY     - 20010317 GOOD             USPSQD
 BZ1267
 BZ1267                          STATION DESCRIPTION
 BZ1267
 BZ1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1267'THE STATION IS LOCATED IN THE E PART OF THE CITY OF WACO,
 BZ1267'ABOUT 1,000 FEET NE OF A CONCRETE BRIDGE AND U.S. HIGHWAY 81.
 BZ1267'
 BZ1267'THE TANK IS OF STEEL CONSTRUCTION, FOUR LEGGED, 90 FEET
 BZ1267'HIGH, PAINTED SILVER, AND 30 FEET SQUARE AT THE BASE.
 BZ1267'
 BZ1267'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 BZ1267'
 BZ1267'TO REACH THE STATION FROM THE COURTHOUSE IN WACO, GO N AND
 BZ1267'E ON U.S. HIGHWAY 81 FOR 1.7 MILES TO FORKS IN THE HIGHWAYS.
 BZ1267'TAKE THE RIGHT FORK AND GO E ON U.S. HIGHWAY 84 AND STATE HIGHWAYS
 BZ1267'31 AND 6 FOR 0.4 MILE TO A TRAFFIC LIGHT.  TURN RIGHT AND GO
 BZ1267'S ON U.S. HIGHWAYS 81 AND 77 AND STATE HIGHWAY 6 FOR 0.5 MILE
 BZ1267'TO A CONCRETE BRIDGE AND THE STATION ON THE LEFT.
 BZ1267'
 BZ1267'THIS IS AN INTERSECTION STATION.
 BZ1267
 BZ1267                          STATION RECOVERY (1991)
 BZ1267
 BZ1267'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1267'RECOVERED IN GOOD CONDITION.
 BZ1267
 BZ1267                          STATION RECOVERY (1995)
 BZ1267
 BZ1267'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1267'RECOVERED IN GOOD CONDITION.
 BZ1267
 BZ1267                          STATION RECOVERY (2001)
 BZ1267
 BZ1267'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1277 ***********************************************************************
 BZ1277  DESIGNATION -  WACO GLASS CO WATER TANK
 BZ1277  PID         -  BZ1277
 BZ1277  STATE/COUNTY-  TX/MCLENNAN
 BZ1277  USGS QUAD   -  WACO WEST (1975)
 BZ1277
 BZ1277                         *CURRENT SURVEY CONTROL
 BZ1277  ___________________________________________________________________
 BZ1277* NAD 83(1993)-  31 30 38.87920(N)    097 10 13.05972(W)     ADJUSTED  
 BZ1277* NAVD 88     -                                                        
 BZ1277  ___________________________________________________________________
 BZ1277  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 BZ1277  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BZ1277
 BZ1277  HORZ ORDER  -  THIRD
 BZ1277
 BZ1277.The horizontal coordinates were established by classical geodetic methods
 BZ1277.and adjusted by the National Geodetic Survey in February 1996..
 BZ1277
 BZ1277
 BZ1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1277
 BZ1277.The geoid height was determined by GEOID03.
 BZ1277
 BZ1277;                    North         East     Units Scale Factor Converg.
 BZ1277;SPC TX C     - 3,208,706.031 1,000,397.323   MT  0.99992114   +1 37 44.9
 BZ1277;SPC TX C     -10,527,229.70  3,282,136.88   sFT  0.99992114   +1 37 44.9
 BZ1277;UTM  14      - 3,487,663.948   673,750.277   MT  0.99997236   +0 57 23.6
 BZ1277
 BZ1277                          SUPERSEDED SURVEY CONTROL
 BZ1277
 BZ1277  NAD 83(1986)-  31 30 38.88938(N)    097 10 13.04207(W) AD(       ) 4
 BZ1277  NAD 27      -  31 30 38.28700(N)    097 10 12.04500(W) AD(       ) 3
 BZ1277
 BZ1277.Superseded values are not recommended for survey control.
 BZ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1277.See file dsdata.txt to determine how the superseded data were derived.
 BZ1277
 BZ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7375087664(NAD 83)
 BZ1277_MARKER: 53 = ELEVATED TANK
 BZ1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1277+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 BZ1277
 BZ1277  HISTORY     - Date     Condition        Report By
 BZ1277  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1277  HISTORY     - 19910424 GOOD             USPSQD
 BZ1277  HISTORY     - 19950715 GOOD             USPSQD
 BZ1277  HISTORY     - 20010317 GOOD             USPSQD
 BZ1277  HISTORY     - 20030720 GOOD             USPSQD
 BZ1277  HISTORY     - 20050527 GOOD             USPSQD
 BZ1277
 BZ1277                          STATION DESCRIPTION
 BZ1277
 BZ1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1277'THIS INTERSECTION STATION IS THE WATER TANK OF THE WACO GLASS
 BZ1277'BOTTLE PLANT A DIVISION OF OWENS-ILLINOIS GLASS COMPANY LOCATED
 BZ1277'ABOUT 4 MILES S OF THE CENTER OF WACO NEAR THE VETERANS
 BZ1277'HOSPITAL.  IT IS A 4-LEGGED STEEL STRUCTURE PAINTED GREY
 BZ1277'AND ABOUT 115 FEET HIGH LOCATED AT THE S END OF THE PLANT.
 BZ1277'POINT OBSERVED ON, THE BALL ON THE APEX OF THE ROOF.
 BZ1277
 BZ1277                          STATION RECOVERY (1991)
 BZ1277
 BZ1277'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1277'RECOVERED IN GOOD CONDITION.
 BZ1277
 BZ1277                          STATION RECOVERY (1995)
 BZ1277
 BZ1277'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1277'RECOVERED IN GOOD CONDITION.
 BZ1277
 BZ1277                          STATION RECOVERY (2001)
 BZ1277
 BZ1277'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1277'RECOVERED IN GOOD CONDITION.
 BZ1277
 BZ1277                          STATION RECOVERY (2003)
 BZ1277
 BZ1277'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 BZ1277'RECOVERED IN GOOD CONDITION.
 BZ1277
 BZ1277                          STATION RECOVERY (2005)
 BZ1277
 BZ1277'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BZ1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1266 ***********************************************************************
 BZ1266  DESIGNATION -  WACO M K T RAILROAD CO STACK
 BZ1266  PID         -  BZ1266
 BZ1266  STATE/COUNTY-  TX/MCLENNAN
 BZ1266  USGS QUAD   -  WACO EAST (1975)
 BZ1266
 BZ1266                         *CURRENT SURVEY CONTROL
 BZ1266  ___________________________________________________________________
 BZ1266* NAD 83(1993)-  31 35 00.92033(N)    097 05 50.55334(W)     ADJUSTED  
 BZ1266* NAVD 88     -                                                        
 BZ1266  ___________________________________________________________________
 BZ1266  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 BZ1266  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BZ1266
 BZ1266  HORZ ORDER  -  THIRD
 BZ1266
 BZ1266.The horizontal coordinates were established by classical geodetic methods
 BZ1266.and adjusted by the National Geodetic Survey in February 1996..
 BZ1266
 BZ1266
 BZ1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1266
 BZ1266.The geoid height was determined by GEOID03.
 BZ1266
 BZ1266;                    North         East     Units Scale Factor Converg.
 BZ1266;SPC TX C     - 3,216,971.995 1,007,085.812   MT  0.99993322   +1 40 00.2
 BZ1266;SPC TX C     -10,554,348.95  3,304,080.70   sFT  0.99993322   +1 40 00.2
 BZ1266;UTM  14      - 3,495,851.475   680,535.557   MT  1.00000200   +0 59 48.3
 BZ1266
 BZ1266                          SUPERSEDED SURVEY CONTROL
 BZ1266
 BZ1266  NAD 83(1986)-  31 35 00.93027(N)    097 05 50.53555(W) AD(       ) 4
 BZ1266  NAD 27      -  31 35 00.33400(N)    097 05 49.54400(W) AD(       ) 3
 BZ1266
 BZ1266.Superseded values are not recommended for survey control.
 BZ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1266.See file dsdata.txt to determine how the superseded data were derived.
 BZ1266
 BZ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV8053695851(NAD 83)
 BZ1266_MARKER: 63 = STACK
 BZ1266
 BZ1266  HISTORY     - Date     Condition        Report By
 BZ1266  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1266  HISTORY     - 19910424 GOOD             USPSQD
 BZ1266  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1266  HISTORY     - 20010317 GOOD             USPSQD
 BZ1266
 BZ1266                          STATION DESCRIPTION
 BZ1266
 BZ1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1266'THIS INTERSECTION STATION IS THE SMOOKESTACK AT THE SHOPS
 BZ1266'OF THE MISSOURI-KANSAS-TEXAS RAILROAD COMPANY IN THE E END
 BZ1266'OF WACO.  IT IS ON THE E END OF THE POWER PLANT AND 200
 BZ1266'FEET W OF A WORK SHOP.  A CONCRETE STACK 150 FEET HIGH, WITH
 BZ1266'THE LETTERING M-K-T CUT IN THE N-S SIDES OF THE STACK.  POINT
 BZ1266'OBSERVED ON WAS THE TOP OF STACK.
 BZ1266
 BZ1266                          STATION RECOVERY (1991)
 BZ1266
 BZ1266'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGN)
 BZ1266'RECOVERED IN GOOD CONDITION.
 BZ1266
 BZ1266                          STATION RECOVERY (1995)
 BZ1266
 BZ1266'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1266'MARK NOT FOUND.
 BZ1266
 BZ1266                          STATION RECOVERY (2001)
 BZ1266
 BZ1266'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1087 ***********************************************************************
 BZ1087  DESIGNATION -  WACO MAG
 BZ1087  PID         -  BZ1087
 BZ1087  STATE/COUNTY-  TX/MCLENNAN
 BZ1087  USGS QUAD   -  WACO WEST (1975)
 BZ1087
 BZ1087                         *CURRENT SURVEY CONTROL
 BZ1087  ___________________________________________________________________
 BZ1087* NAD 83(1993)-  31 34 35.08899(N)    097 08 58.08559(W)     ADJUSTED  
 BZ1087* NAVD 88     -       142.125  (meters)     466.29   (feet)  ADJUSTED  
 BZ1087  ___________________________________________________________________
 BZ1087  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 BZ1087  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BZ1087  DYNAMIC HT  -         141.946 (meters)     465.70  (feet)  COMP
 BZ1087  MODELED GRAV-     979,383.4   (mgal)                       NAVD 88
 BZ1087
 BZ1087  HORZ ORDER  -  SECOND
 BZ1087  VERT ORDER  -  FIRST     CLASS II
 BZ1087
 BZ1087.The horizontal coordinates were established by classical geodetic methods
 BZ1087.and adjusted by the National Geodetic Survey in February 1996..
 BZ1087
 BZ1087.The orthometric height was determined by differential leveling
 BZ1087.and adjusted by the National Geodetic Survey in June 1991..
 BZ1087
 BZ1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1087
 BZ1087.The geoid height was determined by GEOID03.
 BZ1087
 BZ1087.The dynamic height is computed by dividing the NAVD 88
 BZ1087.geopotential number by the normal gravity value computed on the
 BZ1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1087.degrees latitude (g = 980.6199 gals.).
 BZ1087
 BZ1087.The modeled gravity was interpolated from observed gravity values.
 BZ1087
 BZ1087;                    North         East     Units Scale Factor Converg.
 BZ1087;SPC TX C     - 3,216,034.127 1,002,166.486   MT  0.99993196   +1 38 23.6
 BZ1087;SPC TX C     -10,551,271.96  3,287,941.21   sFT  0.99993196   +1 38 23.6
 BZ1087;UTM  14      - 3,494,971.168   675,605.308   MT  0.99998035   +0 58 09.3
 BZ1087
 BZ1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1087!SPC TX C     -   0.99998192  x   0.99993196  =   0.99991388
 BZ1087!UTM  14      -   0.99998192  x   0.99998035  =   0.99996227
 BZ1087
 BZ1087:                Primary Azimuth Mark                     Grid Az
 BZ1087:SPC TX C     -  WACO M K T RAILROAD CO STACK             079 12 21.2
 BZ1087:UTM  14      -  WACO M K T RAILROAD CO STACK             079 52 35.5
 BZ1087
 BZ1087|---------------------------------------------------------------------|
 BZ1087| PID    Reference Object                     Distance      Geod. Az  |
 BZ1087|                                                           dddmmss.s |
 BZ1087| BZ1266 WACO M K T RAILROAD CO STACK        APPROX. 5.0 KM 0805044.8 |
 BZ1087| BZ1088 WACO MAG RM 1                        23.826 METERS 08654     |
 BZ1087| BZ1265 WACO TEX PWR AND LT CO STACK        APPROX. 3.3 KM 1241412.2 |
 BZ1087| BZ1282 WACO RADIO STATION WACO MAST        APPROX. 2.7 KM 1420931.0 |
 BZ1087| BZ1280 WACO COURTHOUSE DOME STATUE         APPROX. 2.6 KM 1442324.5 |
 BZ1087| CV5727 WACO MAG RM 2                        23.317 METERS 20855     |
 BZ1087| BZ1270 WACO TEXAS WATER CO SOUTH TANK      APPROX. 3.9 KM 2192924.2 |
 BZ1087| BZ1272 WACO MUNICIPAL TANK                 APPROX. 3.3 KM 2314856.6 |
 BZ1087| CV4252 HEDGES                                             23247     |
 BZ1087| BZ1273 WACO TEXAS WATER CO NORTH TANK      APPROX. 1.8 KM 2385609.5 |
 BZ1087| BZ1271 WACO TEXAS ST HOME STANDPIPE        APPROX. 2.0 KM 2841605.4 |
 BZ1087|---------------------------------------------------------------------|
 BZ1087
 BZ1087                          SUPERSEDED SURVEY CONTROL
 BZ1087
 BZ1087  NAD 83(1986)-  31 34 35.09907(N)    097 08 58.06753(W) AD(       ) 2
 BZ1087  NAD 27      -  31 34 34.50400(N)    097 08 57.06900(W) AD(       ) 2
 BZ1087
 BZ1087.Superseded values are not recommended for survey control.
 BZ1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1087.See file dsdata.txt to determine how the superseded data were derived.
 BZ1087
 BZ1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7560594971(NAD 83)
 BZ1087_MARKER: DM = MAGNETIC STATION DISK
 BZ1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1087_SP_SET: CONCRETE POST
 BZ1087_PROJECTION: PROJECTING 41 CENTIMETERS
 BZ1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1087+STABILITY: SURFACE MOTION
 BZ1087
 BZ1087  HISTORY     - Date     Condition        Report By
 BZ1087  HISTORY     - 1942     MONUMENTED       CGS
 BZ1087  HISTORY     - 1980     GOOD             NGS
 BZ1087  HISTORY     - 1980     GOOD             NGS
 BZ1087  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 BZ1087  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1087  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1087
 BZ1087                          STATION DESCRIPTION
 BZ1087
 BZ1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 BZ1087'STATION IS LOCATED IN CAMERON PARK IN THE CITY OF WACO, ABOUT
 BZ1087'1.4 MILES N OF THE BUSINESS CENTER.  STATION IS LOCATED IN
 BZ1087'THE SOUTHERLY END OF A SLOPING LAWN OF THE CLUBHOUSE, 130
 BZ1087'FEET EASTERLY FROM THE INTERSECTION OF THE HEDGES BY THE
 BZ1087'ROAD SIDE.  MARK IS A BRONZE U.S.C. AND G. SURVEY MAGNETIC
 BZ1087'STATION DISK SET IN A 6-INCH LIMESTONE POST WHICH PROJECTS
 BZ1087'ABOUT 4 INCHES ABOVE AN 18-INCH BLOCK OF CONCRETE.  MARK
 BZ1087'IS NOT STAMPED AND PROJECTS ABOUT 16 INCHES.
 BZ1087'
 BZ1087'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BZ1087'
 BZ1087'REFERENCE MARK NO. 1 IS 17 PACES E OF THE CEDAR ARCH, 2 FEET
 BZ1087'N OF THE HEDGE, AND 8 FEET W OF A SMALL CEDAR TREE.  MARK
 BZ1087'IS STAMPED WACO MAG NO. 1 1942 AND PROJECTS ABOUT 2 INCHES.
 BZ1087'
 BZ1087'REFERENCE MARK NO. 2 IS SET IN A BREAK IN THE HEDGE ROW 25
 BZ1087'PACES E OF A LAMP POST WHICH IS AT THE INTERSECTION OF THE
 BZ1087'HEDGES.  MARK IS STAMPED WACO MAG NO. 2 1942 AND PROJECTS
 BZ1087'ABOUT 2 INCHES.
 BZ1087'
 BZ1087'AS THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK NONE WAS
 BZ1087'SET.  THE TALL SLENDER ALUMINUM TANK OF THE TEXAS WATER
 BZ1087'COMPANY WHICH IS SW OF THE STATION IS SUITABLE FOR USE AS
 BZ1087'AN AZIMUTH.
 BZ1087'
 BZ1087'TO REACH THE STATION FROM THE INTERSECTION OF FIFTH AND WASHINGTON
 BZ1087'STREETS, WHICH ARE TEXAS HIGHWAY 67 AND U.S. HIGHWAY 77,
 BZ1087'RESPECTIVELY, GO N ON TEXAS HIGHWAY 67 FOR 1.35 MILES TO
 BZ1087'WHERE IT TURNS LEFT ONTO HERRING AVENUE.  TURN RIGHT AND GO
 BZ1087'1 BLOCK TO THE ENTRANCE TO CAMERON PARK.  PASS THROUGH THE
 BZ1087'GATE AND KEEP LEFT AT ALL FORKS FOR 0.3 MILE TO A BRIDGE,
 BZ1087'CROSS THE BRIDGE AND TAKE LEFT FORK FOR 0.05 MILE TO A SIDE
 BZ1087'ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE STATION
 BZ1087'ON THE RIGHT ABOUT MIDWAY BETWEEN THE ROAD AND THE BRAZOS
 BZ1087'RIVER.
 BZ1087'
 BZ1087'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BZ1087
 BZ1087                          STATION RECOVERY (1980)
 BZ1087
 BZ1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 BZ1087'REC AS DESC, BY VERTICAL CONTROL PARTY THIS DATE.
 BZ1087
 BZ1087                          STATION RECOVERY (1980)
 BZ1087
 BZ1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ1087'IN WACO.
 BZ1087'IN WACO, IN CAMERON PARK, AT THE SOUTH EDGE OF THE SLOPING LAWN OF THE
 BZ1087'CAMERON PARK CLUBHOUSE, 2.2 KM. (1.35 MI.) NORTHWEST ALONG FIFTH
 BZ1087'STREET FROM THE INTERSECTION OF WASHINGTON AVENUE IN DOWNTOWN WACO,
 BZ1087'THENCE 0.4 KM. (0.25 MI.) NORTHEAST ALONG HERRING AVENUE THROUGH THE
 BZ1087'PARK ENTRANCE, THENCE 0.4 KM. (0.25 MI.) NORTHWEST ALONG STURGIS
 BZ1087'ROAD,IN TOP OF A 15-CM. LIMESTONE POST WHICH PROJECTS 10 CM. ABOVE A
 BZ1087'50-CM. BLOCK OF CONCRETE, 44.2 M. (145 FT.) EAST-NORTHEAST OF THE EAST
 BZ1087'EDGE OF THE PAVED ROAD LEADING NORTH TO THE CLUBHOUSE, 23.0 M.
 BZ1087'(75.5 FT.) SOUTH-SOUTHEAST OF A 90-CM. FORKED OAK TREE, 11.9 M.
 BZ1087'(39.0 FT.) WEST OF A 30-CM. CEDAR TREE.  NOTE-THE DISK IS NOT STAMPED.
 BZ1087'THE MARK IS 0.4 M ABOVE THE GROUND.
 BZ1087
 BZ1087                          STATION RECOVERY (1991)
 BZ1087
 BZ1087'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1087'MARK NOT FOUND.
 BZ1087
 BZ1087                          STATION RECOVERY (1995)
 BZ1087
 BZ1087'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1087'MARK NOT FOUND.
 BZ1087
 BZ1087                          STATION RECOVERY (2001)
 BZ1087
 BZ1087'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1088 ***********************************************************************
 BZ1088  DESIGNATION -  WACO MAG RM 1
 BZ1088  PID         -  BZ1088
 BZ1088  STATE/COUNTY-  TX/MCLENNAN
 BZ1088  USGS QUAD   -  WACO WEST (1975)
 BZ1088
 BZ1088                         *CURRENT SURVEY CONTROL
 BZ1088  ___________________________________________________________________
 BZ1088* NAD 83(1986)-  31 34 35.     (N)    097 08 56.     (W)     SCALED    
 BZ1088* NAVD 88     -       140.740  (meters)     461.74   (feet)  ADJUSTED  
 BZ1088  ___________________________________________________________________
 BZ1088  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BZ1088  DYNAMIC HT  -         140.564 (meters)     461.17  (feet)  COMP
 BZ1088  MODELED GRAV-     979,383.5   (mgal)                       NAVD 88
 BZ1088
 BZ1088  VERT ORDER  -  FIRST     CLASS II
 BZ1088
 BZ1088.The horizontal coordinates were scaled from a topographic map and have
 BZ1088.an estimated accuracy of +/- 6 seconds.
 BZ1088
 BZ1088.The orthometric height was determined by differential leveling
 BZ1088.and adjusted by the National Geodetic Survey in June 1991..
 BZ1088
 BZ1088.The geoid height was determined by GEOID03.
 BZ1088
 BZ1088.The dynamic height is computed by dividing the NAVD 88
 BZ1088.geopotential number by the normal gravity value computed on the
 BZ1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1088.degrees latitude (g = 980.6199 gals.).
 BZ1088
 BZ1088.The modeled gravity was interpolated from observed gravity values.
 BZ1088
 BZ1088;                    North         East    Units  Estimated Accuracy
 BZ1088;SPC TX C     - 3,216,030.    1,002,220.      MT  (+/- 180 meters Scaled)
 BZ1088
 BZ1088                          SUPERSEDED SURVEY CONTROL
 BZ1088
 BZ1088.No superseded survey control is available for this station.
 BZ1088
 BZ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV756949(NAD 83)
 BZ1088_MARKER: DR = REFERENCE MARK DISK
 BZ1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1088_SP_SET: CONCRETE POST
 BZ1088_STAMPING: WACO MAG NO 1 1942
 BZ1088_PROJECTION: PROJECTING 5 CENTIMETERS
 BZ1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1088+STABILITY: SURFACE MOTION
 BZ1088
 BZ1088  HISTORY     - Date     Condition        Report By
 BZ1088  HISTORY     - 1942     MONUMENTED       CGS
 BZ1088  HISTORY     - 1980     GOOD             NGS
 BZ1088  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1088  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1088
 BZ1088                          STATION DESCRIPTION
 BZ1088
 BZ1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1088'IN WACO.
 BZ1088'IN WACO, IN CAMERON PARK, AT THE SOUTH EDGE OF THE SLOPING LAWN OF THE
 BZ1088'CAMERON PARK CLUBHOUSE, 2.2 KM. (1.35 MI.) NORTHWEST ALONG FIFTH
 BZ1088'STREET FROM THE INTERSECTION OF WASHINGTON AVENUE IN DOWNTOWN WACO,
 BZ1088'THENCE 0.4 KM. (0.25 MI.) NORTHEAST ALONG HERRING AVENUE THROUGH THE
 BZ1088'PARK ENTRANCE, THENCE 0.4 KM. (0.25 MI.) NORTHWEST ALONG STURGIS ROAD,
 BZ1088'67.0 M. (220 FT.) EAST OF THE EAST EDGE OF THE PAVED ROAD LEADING
 BZ1088'NORTH TO THE CLUBHOUSE, 38.7 M. (127 FT.) EAST-SOUTHEAST OF A 0.9-M.
 BZ1088'FORKED OAK TREE, 16.2 M. (53.0 FT.) NORTHEAST OF A 30-CM. CEDAR TREE.
 BZ1088'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BZ1088
 BZ1088                          STATION RECOVERY (1995)
 BZ1088
 BZ1088'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1088'MARK NOT FOUND.
 BZ1088
 BZ1088                          STATION RECOVERY (2001)
 BZ1088
 BZ1088'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1272 ***********************************************************************
 BZ1272  DESIGNATION -  WACO MUNICIPAL TANK
 BZ1272  PID         -  BZ1272
 BZ1272  STATE/COUNTY-  TX/MCLENNAN
 BZ1272  USGS QUAD   -  WACO WEST (1975)
 BZ1272
 BZ1272                         *CURRENT SURVEY CONTROL
 BZ1272  ___________________________________________________________________
 BZ1272* NAD 83(1993)-  31 33 29.65923(N)    097 10 35.22737(W)     ADJUSTED  
 BZ1272* NAVD 88     -                                                        
 BZ1272  ___________________________________________________________________
 BZ1272  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 BZ1272  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ1272
 BZ1272  HORZ ORDER  -  THIRD
 BZ1272
 BZ1272.The horizontal coordinates were established by classical geodetic methods
 BZ1272.and adjusted by the National Geodetic Survey in February 1996..
 BZ1272
 BZ1272
 BZ1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1272
 BZ1272.The geoid height was determined by GEOID03.
 BZ1272
 BZ1272;                    North         East     Units Scale Factor Converg.
 BZ1272;SPC TX C     - 3,213,946.869   999,663.439   MT  0.99992883   +1 37 33.5
 BZ1272;SPC TX C     -10,544,424.02  3,279,729.13   sFT  0.99992883   +1 37 33.5
 BZ1272;UTM  14      - 3,492,913.275   673,077.877   MT  0.99996948   +0 57 16.6
 BZ1272
 BZ1272                          SUPERSEDED SURVEY CONTROL
 BZ1272
 BZ1272  NAD 83(1986)-  31 33 29.66948(N)    097 10 35.20948(W) AD(       ) 4
 BZ1272  NAD 27      -  31 33 29.07300(N)    097 10 34.21000(W) AD(       ) 3
 BZ1272
 BZ1272.Superseded values are not recommended for survey control.
 BZ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1272.See file dsdata.txt to determine how the superseded data were derived.
 BZ1272
 BZ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7307892913(NAD 83)
 BZ1272_MARKER: 53 = ELEVATED TANK
 BZ1272
 BZ1272  HISTORY     - Date     Condition        Report By
 BZ1272  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1272  HISTORY     - 1955     GOOD             CGS
 BZ1272  HISTORY     - 1958     GOOD             CGS
 BZ1272  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 BZ1272
 BZ1272                          STATION DESCRIPTION
 BZ1272
 BZ1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1272'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY OF
 BZ1272'WACO LOCATED 3 MILES WNW OF THE CENTER OF WACO ON THE HIGHEST
 BZ1272'GROUND IN THE CITY.  IT IS 500 FEET W OF HILLCREST MEMORIAL
 BZ1272'HOSPITAL, 350 FEET W OF CORNER OF THIRTY-FIRST AND PROCTOR
 BZ1272'STREETS AT THE SW CORNER OF THE CITY RESERVOIR.  IT IS A 6-LEGGED
 BZ1272'STEEL STRUCTURE 125 FEET HIGH, PAINTED ALUMINUM WITH A BALL
 BZ1272'AND RED LIGHT ON TOP.  POINT OBSERVED ON WAS THE BALL ON THE
 BZ1272'APEX OF ROOF.
 BZ1272
 BZ1272                          STATION RECOVERY (1955)
 BZ1272
 BZ1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BZ1272'TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1272'
 BZ1272'THIS IS AN INTERSECTION STATION.
 BZ1272
 BZ1272                          STATION RECOVERY (1958)
 BZ1272
 BZ1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 BZ1272'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BZ1272
 BZ1272                          STATION RECOVERY (1991)
 BZ1272
 BZ1272'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGN)
 BZ1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1282 ***********************************************************************
 BZ1282  DESIGNATION -  WACO RADIO STATION WACO MAST
 BZ1282  PID         -  BZ1282
 BZ1282  STATE/COUNTY-  TX/MCLENNAN
 BZ1282  USGS QUAD   -  WACO WEST (1975)
 BZ1282
 BZ1282                         *CURRENT SURVEY CONTROL
 BZ1282  ___________________________________________________________________
 BZ1282* NAD 83(1993)-  31 33 25.41331(N)    097 07 54.87870(W)     ADJUSTED  
 BZ1282* NAVD 88     -                                                        
 BZ1282  ___________________________________________________________________
 BZ1282  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 BZ1282  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BZ1282
 BZ1282  HORZ ORDER  -  THIRD
 BZ1282
 BZ1282.The horizontal coordinates were established by classical geodetic methods
 BZ1282.and adjusted by the National Geodetic Survey in February 1996..
 BZ1282
 BZ1282
 BZ1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1282
 BZ1282.The geoid height was determined by GEOID03.
 BZ1282
 BZ1282;                    North         East     Units Scale Factor Converg.
 BZ1282;SPC TX C     - 3,213,936.992 1,003,894.076   MT  0.99992863   +1 38 56.1
 BZ1282;SPC TX C     -10,544,391.61  3,293,609.15   sFT  0.99992863   +1 38 56.1
 BZ1282;UTM  14      - 3,492,853.837   677,308.318   MT  0.99998776   +0 58 40.5
 BZ1282
 BZ1282                          SUPERSEDED SURVEY CONTROL
 BZ1282
 BZ1282  NAD 83(1986)-  31 33 25.42340(N)    097 07 54.86092(W) AD(       ) 4
 BZ1282  NAD 27      -  31 33 24.82500(N)    097 07 53.86600(W) AD(       ) 3
 BZ1282
 BZ1282.Superseded values are not recommended for survey control.
 BZ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1282.See file dsdata.txt to determine how the superseded data were derived.
 BZ1282
 BZ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7730892854(NAD 83)
 BZ1282_MARKER: 42 = RADIO/TV MAST
 BZ1282
 BZ1282  HISTORY     - Date     Condition        Report By
 BZ1282  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1282  HISTORY     - 19910424 GOOD             USPSQD
 BZ1282  HISTORY     - 19950715 GOOD             USPSQD
 BZ1282  HISTORY     - 20010317 GOOD             USPSQD
 BZ1282
 BZ1282                          STATION DESCRIPTION
 BZ1282
 BZ1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1282'THIS INTERSECTION STATION IS THE RADIO MAST LOCATED ON TOP
 BZ1282'OF THE AMICABLE LIFE INSURANCE BUILDING AT THE CORNER OF
 BZ1282'FIFTH AND AUSTIN STREETS IN WACO.  THE MAST IS STRUCTURAL
 BZ1282'STEEL WITH RED LIGHTS AT THE TOP, AT TWO-THIRDS, AND ONE-THIRD.
 BZ1282'THE POINT OBSERVED ON WAS THE TOP LIGHT.  TOTAL HEIGHT IS
 BZ1282'ABOUT 300 FEET.
 BZ1282
 BZ1282                          STATION RECOVERY (1991)
 BZ1282
 BZ1282'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGN)
 BZ1282'RECOVERED IN GOOD CONDITION.
 BZ1282
 BZ1282                          STATION RECOVERY (1995)
 BZ1282
 BZ1282'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1282'RECOVERED IN GOOD CONDITION.
 BZ1282
 BZ1282                          STATION RECOVERY (2001)
 BZ1282
 BZ1282'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1265 ***********************************************************************
 BZ1265  DESIGNATION -  WACO TEX PWR AND LT CO STACK
 BZ1265  PID         -  BZ1265
 BZ1265  STATE/COUNTY-  TX/MCLENNAN
 BZ1265  USGS QUAD   -  WACO EAST (1975)
 BZ1265
 BZ1265                         *CURRENT SURVEY CONTROL
 BZ1265  ___________________________________________________________________
 BZ1265* NAD 83(1993)-  31 33 35.51269(N)    097 07 15.86641(W)     ADJUSTED  
 BZ1265* NAVD 88     -                                                        
 BZ1265  ___________________________________________________________________
 BZ1265  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 BZ1265  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BZ1265
 BZ1265  HORZ ORDER  -  THIRD
 BZ1265
 BZ1265.The horizontal coordinates were established by classical geodetic methods
 BZ1265.and adjusted by the National Geodetic Survey in February 1996..
 BZ1265
 BZ1265
 BZ1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1265
 BZ1265.The geoid height was determined by GEOID03.
 BZ1265
 BZ1265;                    North         East     Units Scale Factor Converg.
 BZ1265;SPC TX C     - 3,214,277.553 1,004,913.485   MT  0.99992910   +1 39 16.2
 BZ1265;SPC TX C     -10,545,508.94  3,296,953.66   sFT  0.99992910   +1 39 16.2
 BZ1265;UTM  14      - 3,493,182.458   678,331.708   MT  0.99999225   +0 59 01.2
 BZ1265
 BZ1265                          SUPERSEDED SURVEY CONTROL
 BZ1265
 BZ1265  NAD 83(1986)-  31 33 35.52270(N)    097 07 15.84849(W) AD(       ) 4
 BZ1265  NAD 27      -  31 33 34.92400(N)    097 07 14.85200(W) AD(       ) 3
 BZ1265
 BZ1265.Superseded values are not recommended for survey control.
 BZ1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1265.See file dsdata.txt to determine how the superseded data were derived.
 BZ1265
 BZ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7833293182(NAD 83)
 BZ1265_MARKER: 63 = STACK
 BZ1265
 BZ1265  HISTORY     - Date     Condition        Report By
 BZ1265  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1265  HISTORY     - 1935     GOOD             CGS
 BZ1265  HISTORY     - 1943     GOOD             CGS
 BZ1265  HISTORY     - 19910424 GOOD             USPSQD
 BZ1265  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1265  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1265
 BZ1265                          STATION DESCRIPTION
 BZ1265
 BZ1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1265'THIS IS THE STACK OF THE TEXAS POWER AND LIGHT COMPANY PLANT
 BZ1265'NEAR THE WASHINGTON STREET BRIDGE OVER THE BRAZOS RIVER.
 BZ1265'THIS STACK IS STILL STANDING UNCHANGED SINCE 1919.
 BZ1265
 BZ1265                          STATION RECOVERY (1943)
 BZ1265
 BZ1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1265'THIS INTERSECTION STATION IS THE CONCRETE STACK OF THE TEXAS
 BZ1265'POWER AND LIGHT COMPANY WHICH IS LOCATED SOUTHEASTERLY FROM THE
 BZ1265'CENTER OF THE CITY.  THE STACK IS ABOUT 250 FEET HIGH AND ABOUT
 BZ1265'20 FEET IN DIAMETER AT THE BASE.  THERE IS AN ORNAMENTAL
 BZ1265'BLACKBAND PAINTED AROUND THE STACK JUST BELOW THE TOP AND
 BZ1265'THERE ARE 4 LIGHTNING RODS ON THE TOP.  THE PLANT IS LOCATED
 BZ1265'ABOUT 0.1 MILE S OF THE M K T RAILROAD BRIDGE ON THE EASTERLY
 BZ1265'BANK OF THE BRAZOS RIVER.  POINT OBSERVED UPON WAS THE TOP
 BZ1265'OF THE STACK.
 BZ1265
 BZ1265                          STATION RECOVERY (1991)
 BZ1265
 BZ1265'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1265'RECOVERED IN GOOD CONDITION.
 BZ1265
 BZ1265                          STATION RECOVERY (1995)
 BZ1265
 BZ1265'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1265'MARK NOT FOUND.
 BZ1265
 BZ1265                          STATION RECOVERY (2001)
 BZ1265
 BZ1265'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1271 ***********************************************************************
 BZ1271  DESIGNATION -  WACO TEXAS ST HOME STANDPIPE
 BZ1271  PID         -  BZ1271
 BZ1271  STATE/COUNTY-  TX/MCLENNAN
 BZ1271  USGS QUAD   -  WACO WEST (1975)
 BZ1271
 BZ1271                         *CURRENT SURVEY CONTROL
 BZ1271  ___________________________________________________________________
 BZ1271* NAD 83(1993)-  31 34 51.36628(N)    097 10 12.88201(W)     ADJUSTED  
 BZ1271* NAVD 88     -                                                        
 BZ1271  ___________________________________________________________________
 BZ1271  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 BZ1271  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ1271
 BZ1271  HORZ ORDER  -  THIRD
 BZ1271
 BZ1271.The horizontal coordinates were established by classical geodetic methods
 BZ1271.and adjusted by the National Geodetic Survey in February 1996..
 BZ1271
 BZ1271
 BZ1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1271
 BZ1271.The geoid height was determined by GEOID03.
 BZ1271
 BZ1271;                    North         East     Units Scale Factor Converg.
 BZ1271;SPC TX C     - 3,216,478.976 1,000,180.935   MT  0.99993275   +1 37 45.0
 BZ1271;SPC TX C     -10,552,731.44  3,281,426.95   sFT  0.99993275   +1 37 45.0
 BZ1271;UTM  14      - 3,495,439.248   673,625.013   MT  0.99997182   +0 57 30.6
 BZ1271
 BZ1271                          SUPERSEDED SURVEY CONTROL
 BZ1271
 BZ1271  NAD 83(1986)-  31 34 51.37644(N)    097 10 12.86412(W) AD(       ) 4
 BZ1271  NAD 27      -  31 34 50.78300(N)    097 10 11.86300(W) AD(       ) 3
 BZ1271
 BZ1271.Superseded values are not recommended for survey control.
 BZ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1271.See file dsdata.txt to determine how the superseded data were derived.
 BZ1271
 BZ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7362595439(NAD 83)
 BZ1271_MARKER: 52 = STANDPIPE TANK
 BZ1271
 BZ1271  HISTORY     - Date     Condition        Report By
 BZ1271  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1271  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 BZ1271
 BZ1271                          STATION DESCRIPTION
 BZ1271
 BZ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1271'THIS INTERSECTION STATION IS THE STANDPIPE OF THE TEXAS STATE
 BZ1271'HOME AND INSTITUTION LOCATED IN THE N END OF WACO, IT IS
 BZ1271'125 FEET S OF LOU AVENUE AND 40 FEET N OF THE LAUNDRY BUILDING
 BZ1271'AT THE HOME.  A STEEL STRUCTURE 20 FEET IN DIAMETER AND 105
 BZ1271'FEET HIGH, PAINTED ALUMINUM.  POINT OBSERVED ON WAS THE FINIAL
 BZ1271'ON APEX OF ROOF.
 BZ1271
 BZ1271                          STATION RECOVERY (1991)
 BZ1271
 BZ1271'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1270 ***********************************************************************
 BZ1270  DESIGNATION -  WACO TEXAS WATER CO SOUTH TANK
 BZ1270  PID         -  BZ1270
 BZ1270  STATE/COUNTY-  TX/MCLENNAN
 BZ1270  USGS QUAD   -  WACO WEST (1975)
 BZ1270
 BZ1270                         *CURRENT SURVEY CONTROL
 BZ1270  ___________________________________________________________________
 BZ1270* NAD 83(1993)-  31 32 58.29041(N)    097 10 31.22269(W)     ADJUSTED  
 BZ1270* NAVD 88     -                                                        
 BZ1270  ___________________________________________________________________
 BZ1270  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 BZ1270  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ1270
 BZ1270  HORZ ORDER  -  THIRD
 BZ1270
 BZ1270.The horizontal coordinates were established by classical geodetic methods
 BZ1270.and adjusted by the National Geodetic Survey in February 1996..
 BZ1270
 BZ1270
 BZ1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1270
 BZ1270.The geoid height was determined by GEOID03.
 BZ1270
 BZ1270;                    North         East     Units Scale Factor Converg.
 BZ1270;SPC TX C     - 3,212,984.174   999,796.427   MT  0.99992737   +1 37 35.6
 BZ1270;SPC TX C     -10,541,265.58  3,280,165.44   sFT  0.99992737   +1 37 35.6
 BZ1270;UTM  14      - 3,491,949.047   673,199.579   MT  0.99997000   +0 57 17.9
 BZ1270
 BZ1270                          SUPERSEDED SURVEY CONTROL
 BZ1270
 BZ1270  NAD 83(1986)-  31 32 58.30062(N)    097 10 31.20488(W) AD(       ) 4
 BZ1270  NAD 27      -  31 32 57.70300(N)    097 10 30.20700(W) AD(       ) 3
 BZ1270
 BZ1270.Superseded values are not recommended for survey control.
 BZ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1270.See file dsdata.txt to determine how the superseded data were derived.
 BZ1270
 BZ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7320091949(NAD 83)
 BZ1270_MARKER: 53 = ELEVATED TANK
 BZ1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1270+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 BZ1270
 BZ1270  HISTORY     - Date     Condition        Report By
 BZ1270  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1270  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 BZ1270  HISTORY     - 20030720 GOOD             USPSQD
 BZ1270  HISTORY     - 20050527 GOOD             USPSQD
 BZ1270
 BZ1270                          STATION DESCRIPTION
 BZ1270
 BZ1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1270'THIS INTERSECTION STATION IS THE WATER TANK OF THE TEXAS WATER
 BZ1270'COMPANY, LOCATED IN NW END OF WACO.  IT IS 400 FEET N OF THE
 BZ1270'CORNER OF LASKER AND THIRTY-FIFTH STREETS AND 50 FEET NE
 BZ1270'OF A SMALL RESERVOIR.  A 4-LEGGED STEEL STRUCTURE 135 FEET
 BZ1270'HIGH, PAINTED ALUMINUM WITH THE LETTERING TEXAS WATER CO.
 BZ1270'PAINTED IN BLACK ON THE S SIDE OF TANK.  POINT OBSERVED ON WAS
 BZ1270'THE FINIAL ON THE APEX OF THE ROOF.
 BZ1270
 BZ1270                          STATION RECOVERY (1991)
 BZ1270
 BZ1270'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1270'MARK NOT FOUND.
 BZ1270
 BZ1270                          STATION RECOVERY (2003)
 BZ1270
 BZ1270'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 BZ1270'RECOVERED IN GOOD CONDITION.
 BZ1270
 BZ1270                          STATION RECOVERY (2005)
 BZ1270
 BZ1270'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BZ1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1273 ***********************************************************************
 BZ1273  DESIGNATION -  WACO TEXAS WATER CO NORTH TANK
 BZ1273  PID         -  BZ1273
 BZ1273  STATE/COUNTY-  TX/MCLENNAN
 BZ1273  USGS QUAD   -  WACO WEST (1975)
 BZ1273
 BZ1273                         *CURRENT SURVEY CONTROL
 BZ1273  ___________________________________________________________________
 BZ1273* NAD 83(1993)-  31 34 04.09542(N)    097 09 58.17175(W)     ADJUSTED  
 BZ1273* NAVD 88     -                                                        
 BZ1273  ___________________________________________________________________
 BZ1273  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 BZ1273  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1273
 BZ1273  HORZ ORDER  -  THIRD
 BZ1273
 BZ1273.The horizontal coordinates were established by classical geodetic methods
 BZ1273.and adjusted by the National Geodetic Survey in February 1996..
 BZ1273
 BZ1273
 BZ1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1273
 BZ1273.The geoid height was determined by GEOID03.
 BZ1273
 BZ1273;                    North         East     Units Scale Factor Converg.
 BZ1273;SPC TX C     - 3,215,034.765 1,000,610.057   MT  0.99993046   +1 37 52.6
 BZ1273;SPC TX C     -10,547,993.22  3,282,834.83   sFT  0.99993046   +1 37 52.6
 BZ1273;UTM  14      - 3,493,990.052   674,037.214   MT  0.99997358   +0 57 37.0
 BZ1273
 BZ1273                          SUPERSEDED SURVEY CONTROL
 BZ1273
 BZ1273  NAD 83(1986)-  31 34 04.10554(N)    097 09 58.15397(W) AD(       ) 4
 BZ1273  NAD 27      -  31 34 03.50800(N)    097 09 57.15900(W) AD(       ) 3
 BZ1273
 BZ1273.Superseded values are not recommended for survey control.
 BZ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1273.See file dsdata.txt to determine how the superseded data were derived.
 BZ1273
 BZ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7403793990(NAD 83)
 BZ1273_MARKER: 53 = ELEVATED TANK
 BZ1273
 BZ1273  HISTORY     - Date     Condition        Report By
 BZ1273  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1273  HISTORY     - 1958     GOOD             CGS
 BZ1273  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 BZ1273
 BZ1273                          STATION DESCRIPTION
 BZ1273
 BZ1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1273'THIS INTERSECTION STATION IS THE WATER TANK OF THE TEXAS
 BZ1273'WATER COMPANY LOCATED IN THE N END OF WACO.  IT IS IN THE
 BZ1273'CENTER OF THE BLOCK BETWEEN MITCHELL AND ALEXANDER STREETS
 BZ1273'RUNNING E-W, AND TWENTIETH AND TWENTY-FIRST STREEST RUNNING
 BZ1273'N-S, AND 450 FEET S OF THE ALEXANDER STREET SCHOOL.  A 4-LEGGED
 BZ1273'STEEL STRUCTURE 140 FEET HIGH, PAINTED ALUMINUM WITH THE
 BZ1273'LETTERING TEXAS WATER CO. PAINTED IN BLACK ON THE SE SIDE OF
 BZ1273'TANK.  POINT OBSERVED ON WAS THE FINIAL ON THE APEX OF THE
 BZ1273'ROOF.
 BZ1273
 BZ1273                          STATION RECOVERY (1958)
 BZ1273
 BZ1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 BZ1273'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BZ1273
 BZ1273                          STATION RECOVERY (1991)
 BZ1273
 BZ1273'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1281 ***********************************************************************
 BZ1281  DESIGNATION -  WACO VETERANS HOSP WATER TANK
 BZ1281  PID         -  BZ1281
 BZ1281  STATE/COUNTY-  TX/MCLENNAN
 BZ1281  USGS QUAD   -  WACO WEST (1975)
 BZ1281
 BZ1281                         *CURRENT SURVEY CONTROL
 BZ1281  ___________________________________________________________________
 BZ1281* NAD 83(1993)-  31 30 41.39885(N)    097 10 04.96158(W)     ADJUSTED  
 BZ1281* NAVD 88     -                                                        
 BZ1281  ___________________________________________________________________
 BZ1281  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 BZ1281  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BZ1281
 BZ1281  HORZ ORDER  -  THIRD
 BZ1281
 BZ1281.The horizontal coordinates were established by classical geodetic methods
 BZ1281.and adjusted by the National Geodetic Survey in February 1996..
 BZ1281
 BZ1281
 BZ1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1281
 BZ1281.The geoid height was determined by GEOID03.
 BZ1281
 BZ1281;                    North         East     Units Scale Factor Converg.
 BZ1281;SPC TX C     - 3,208,789.674 1,000,608.694   MT  0.99992125   +1 37 49.1
 BZ1281;SPC TX C     -10,527,504.12  3,282,830.36   sFT  0.99992125   +1 37 49.1
 BZ1281;UTM  14      - 3,487,745.109   673,962.626   MT  0.99997327   +0 57 27.9
 BZ1281
 BZ1281                          SUPERSEDED SURVEY CONTROL
 BZ1281
 BZ1281  NAD 83(1986)-  31 30 41.40912(N)    097 10 04.94395(W) AD(       ) 4
 BZ1281  NAD 27      -  31 30 40.80700(N)    097 10 03.94700(W) AD(       ) 3
 BZ1281
 BZ1281.Superseded values are not recommended for survey control.
 BZ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1281.See file dsdata.txt to determine how the superseded data were derived.
 BZ1281
 BZ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7396387745(NAD 83)
 BZ1281_MARKER: 53 = ELEVATED TANK
 BZ1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1281+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 BZ1281
 BZ1281  HISTORY     - Date     Condition        Report By
 BZ1281  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1281  HISTORY     - 19910424 GOOD             USPSQD
 BZ1281  HISTORY     - 19950715 GOOD             USPSQD
 BZ1281  HISTORY     - 20010317 GOOD             USPSQD
 BZ1281  HISTORY     - 20030720 GOOD             USPSQD
 BZ1281  HISTORY     - 20050527 GOOD             USPSQD
 BZ1281
 BZ1281                          STATION DESCRIPTION
 BZ1281
 BZ1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1281'THIS INTERSECTION STATION IS THE WATER TANK OF THE VETERANS
 BZ1281'HOSPITAL LOCATED ABOUT 4 MILES S OF THE CENTER OF WACO.
 BZ1281'IT IS ON THE SW CORNER OF THE GROUNDS AND ACROSS STREET FROM
 BZ1281'ENTRANCE TO WACO GLASS BOTTLE PLANT.  IT IS A 4-LEGGED STEEL
 BZ1281'STRUCTURE PAINTED GREY 125 FEET HIGH WITH A BALL AND RED LIGHT
 BZ1281'ON CENTER OF ROOF.  POINT OBSERVED ON WAS THE BALL ON APEX
 BZ1281'OF ROOF.
 BZ1281
 BZ1281                          STATION RECOVERY (1991)
 BZ1281
 BZ1281'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1281'RECOVERED IN GOOD CONDITION.
 BZ1281
 BZ1281                          STATION RECOVERY (1995)
 BZ1281
 BZ1281'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1281'RECOVERED IN GOOD CONDITION.
 BZ1281
 BZ1281                          STATION RECOVERY (2001)
 BZ1281
 BZ1281'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1281'RECOVERED IN GOOD CONDITION.
 BZ1281
 BZ1281                          STATION RECOVERY (2003)
 BZ1281
 BZ1281'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 BZ1281'RECOVERED IN GOOD CONDITION.
 BZ1281
 BZ1281                          STATION RECOVERY (2005)
 BZ1281
 BZ1281'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BZ1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0811 ***********************************************************************
 CV0811  DESIGNATION -  WADE
 CV0811  PID         -  CV0811
 CV0811  STATE/COUNTY-  TX/GAINES
 CV0811  USGS QUAD   -  SEAGRAVES (1970)
 CV0811
 CV0811                         *CURRENT SURVEY CONTROL
 CV0811  ___________________________________________________________________
 CV0811* NAD 83(1993)-  32 57 01.17599(N)    102 30 49.86480(W)     ADJUSTED  
 CV0811* NAVD 88     -      1025.9    (meters)    3366.     (feet)  VERTCON   
 CV0811  ___________________________________________________________________
 CV0811  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 CV0811  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 CV0811
 CV0811  HORZ ORDER  -  SECOND
 CV0811
 CV0811.The horizontal coordinates were established by classical geodetic methods
 CV0811.and adjusted by the National Geodetic Survey in February 1996..
 CV0811
 CV0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0811
 CV0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0811
 CV0811.The geoid height was determined by GEOID03.
 CV0811
 CV0811;                    North         East     Units Scale Factor Converg.
 CV0811;SPC TXNC     - 2,149,512.831   224,821.158   MT  0.99987418   -2 11 20.9
 CV0811;SPC TXNC     - 7,052,193.35    737,600.75   sFT  0.99987418   -2 11 20.9
 CV0811;UTM  13      - 3,648,523.741   732,405.713   MT  1.00026603   +1 21 10.3
 CV0811
 CV0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0811!SPC TXNC     -   0.99984250  x   0.99987418  =   0.99971670
 CV0811!UTM  13      -   0.99984250  x   1.00026603  =   1.00010849
 CV0811
 CV0811|---------------------------------------------------------------------|
 CV0811| PID    Reference Object                     Distance      Geod. Az  |
 CV0811|                                                           dddmmss.s |
 CV0811| CH9847 WADE RM 1                            40.636 METERS 08227     |
 CV0811| CH9848 WADE RM 2                            32.879 METERS 20449     |
 CV0811| CH9846 WADE AZ MK                                         2055002.5 |
 CV0811|---------------------------------------------------------------------|
 CV0811
 CV0811                          SUPERSEDED SURVEY CONTROL
 CV0811
 CV0811  NAD 83(1993)-  32 57 01.18378(N)    102 30 49.85735(W) AD(       ) 2
 CV0811  NAD 83(1986)-  32 57 01.18375(N)    102 30 49.85743(W) AD(       ) 2
 CV0811  NAD 27      -  32 57 00.86800(N)    102 30 48.15300(W) AD(       ) 2
 CV0811  NGVD 29 (07/19/86) 1025.6    (m)         3365.     (f) VERT ANG       
 CV0811
 CV0811.Superseded values are not recommended for survey control.
 CV0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0811.See file dsdata.txt to determine how the superseded data were derived.
 CV0811
 CV0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS3240648524(NAD 83)
 CV0811_MARKER: DS = TRIANGULATION STATION DISK
 CV0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0811
 CV0811  HISTORY     - Date     Condition        Report By
 CV0811  HISTORY     - 1935     MONUMENTED       CGS
 CV0811  HISTORY     - 1938     GOOD             TXHD
 CV0811  HISTORY     - 1944     POOR             LOCSUR
 CV0811  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 CV0811  HISTORY     - 1968     MARK NOT FOUND   CGS
 CV0811  HISTORY     - 1969     MARK NOT FOUND   CGS
 CV0811
 CV0811                          STATION DESCRIPTION
 CV0811
 CV0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0811'STATION IS ABOUT 3 MILES E AND 1/2 MILE N OF SEAGRAVES ON A
 CV0811'HILL IN SANDY PASTURE, THE HIGHEST POINT IN SEVERAL MILES.
 CV0811'THE STATION IS 1/2 MILE N OF THE SEAGRAVES-LOOP ROAD.  THE
 CV0811'MARK PROJECTS 6 INCHES.
 CV0811'
 CV0811'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0811'BRONZE DISKS SET IN CONCRETE.
 CV0811'
 CV0811'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 12
 CV0811'INCHES.
 CV0811'
 CV0811'REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS 8
 CV0811'INCHES.
 CV0811'
 CV0811'THE AZIMUTH MARK IS ABOUT 1/2 MILE SW OF THE STATION.  IT IS
 CV0811'30 FEET N OF THE CENTER OF THE HIGHWAY AND IS 1 FOOT N OF THE
 CV0811'FENCE AT A POINT ABOUT 0.1 MILE W OF A HALF RIGHT TURN OF THE
 CV0811'HIGHWAY.  THE MARK PROJECTS 12 INCHES.
 CV0811'
 CV0811'THE STATION IS REACHED FROM SEAGRAVES BY GOING E ON THE LOOP ROAD
 CV0811'2.8 MILES.  TURN LEFT OFF THE HIGHWAY, PASS THROUGH A WIRE
 CV0811'GATE, AND TAKE THE TRAIL NORTHWESTERLY 0.25 MILE TO THE WADE
 CV0811'HOUSE.  PASS THROUGH A GATE AND DRIVE NORTHEASTERLY ACROSS
 CV0811'COUNTRY ABOUT 0.4 MILE TO THE HIGHEST POINT AND THE STATION.
 CV0811'
 CV0811'A 15-FOOT STAND WAS ERECTED.
 CV0811
 CV0811                          STATION RECOVERY (1938)
 CV0811
 CV0811'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0811'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CV0811'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CV0811
 CV0811                          STATION RECOVERY (1944)
 CV0811
 CV0811'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944 (WGL)
 CV0811'STATION RECOVERED BY CH FROST GRAVIMETRIC SURVEYS.
 CV0811'
 CV0811'STATION IS AT THE DESCRIBED LOCATION BUT HAS BEEN UPROOTED.
 CV0811'BOTH REFERENCE MARKS AND THE AZIMUTH MARK ARE IN GOOD CONDITION.
 CV0811
 CV0811                          STATION RECOVERY (1954)
 CV0811
 CV0811'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (HLG)
 CV0811'RECOVERED BY SEISMIC EXPLORATIONS INC.
 CV0811'
 CV0811'MONUMENT PLOWED UP.  HAS BEEN REMOVED TO THE BARN.
 CV0811
 CV0811                          STATION RECOVERY (1968)
 CV0811
 CV0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0811'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  THE STATION
 CV0811'SITE IS NOW IN CULTIVATION AND IS BEING IRRIGATED.  THE MARKS
 CV0811'ARE COVERED OVER WITH SAND OR HAVE BEEN DESTROYED TO CLEAR
 CV0811'THE AREA FOR FARMING.  IT WAS REPORTED BY PERSON FARMING THE
 CV0811'AREA NO MARKS WERE FOUND BY HIM WHILE WORKING THE GROUND.
 CV0811'
 CV0811'A REVISED DESCRIPTION TO REACH THE SITE IS AS FOLLOWS--TO
 CV0811'REACH STATION FROM THE FIRST NATIONAL BANK IN SEAGRAVES, GO
 CV0811'NORTHEAST ON MAIN STREET 0.2 MILE, THENCE NORTH ON AVENUE F
 CV0811'0.05 MILE TO 12TH STREET.  TURN RIGHT, EAST, GO 0.4 MILE TO THE
 CV0811'JUNCTION OF U.S. HIGHWAYS 62-385 AND STATE HIGHWAY 83.  CONTINUE
 CV0811'EAST ON STATE HIGHWAY 83 FOR 1.95 MILES, THENCE CONTINUE
 CV0811'EAST ON A GRAVELED ROAD 0.55 MILE TO FARM HOUSE AND END OF
 CV0811'TRUCK TRAVEL.  PACK NORTHEAST ABOUT 1/2 MILE TO STATION SITE.
 CV0811'
 CV0811'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 CV0811'EAST AND 1/2 MILE NORTH OF SEAGRAVES.  IN SECTION 18, BLOCK C-33.
 CV0811
 CV0811                          STATION RECOVERY (1969)
 CV0811
 CV0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0811'THE STATION SITE WAS FOUND AS DESCRIBED IN 1968.
 CV0811'
 CV0811'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 CV0811'EAST AND 1/2 MILE NORTH OF SEAGRAVES.  IN SECTION 18, BLOCK C-33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0529 ***********************************************************************
 AM0529  DESIGNATION -  WADSWORTH ROUGLEY GIN CO TANK
 AM0529  PID         -  AM0529
 AM0529  STATE/COUNTY-  TX/MATAGORDA
 AM0529  USGS QUAD   -  WADSWORTH (1972)
 AM0529
 AM0529                         *CURRENT SURVEY CONTROL
 AM0529  ___________________________________________________________________
 AM0529* NAD 83(1993)-  28 49 59.19513(N)    095 56 05.53467(W)     ADJUSTED  
 AM0529* NAVD 88     -                                                        
 AM0529  ___________________________________________________________________
 AM0529  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AM0529  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AM0529
 AM0529  HORZ ORDER  -  THIRD
 AM0529
 AM0529.The horizontal coordinates were established by classical geodetic methods
 AM0529.and adjusted by the National Geodetic Survey in February 1996..
 AM0529
 AM0529
 AM0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0529
 AM0529.The geoid height was determined by GEOID03.
 AM0529
 AM0529;                    North         East     Units Scale Factor Converg.
 AM0529;SPC TXSC     - 4,114,722.539   899,077.563   MT  0.99990132   +1 30 05.9
 AM0529;SPC TXSC     -13,499,718.86  2,949,723.64   sFT  0.99990132   +1 30 05.9
 AM0529;UTM  15      - 3,193,035.046   213,618.369   MT  1.00061224   -1 24 58.8
 AM0529;UTM  14      - 3,193,356.458   799,098.513   MT  1.00070415   +1 28 45.4
 AM0529
 AM0529                          SUPERSEDED SURVEY CONTROL
 AM0529
 AM0529  NAD 83(1986)-  28 49 59.20341(N)    095 56 05.51518(W) AD(       ) 4
 AM0529  NAD 27      -  28 49 58.26000(N)    095 56 04.67000(W) AD(       ) 3
 AM0529
 AM0529.Superseded values are not recommended for survey control.
 AM0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0529.See file dsdata.txt to determine how the superseded data were derived.
 AM0529
 AM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM1361893035(NAD 83)
 AM0529_MARKER: 51 = TANK
 AM0529
 AM0529  HISTORY     - Date     Condition        Report By
 AM0529  HISTORY     - 1931     FIRST OBSERVED   CGS
 AM0529
 AM0529                          STATION DESCRIPTION
 AM0529
 AM0529'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1388 ***********************************************************************
 AX1388  DESIGNATION -  WAELDER
 AX1388  PID         -  AX1388
 AX1388  STATE/COUNTY-  TX/GONZALES
 AX1388  USGS QUAD   -  WAELDER (1981)
 AX1388
 AX1388                         *CURRENT SURVEY CONTROL
 AX1388  ___________________________________________________________________
 AX1388* NAD 83(1993)-  29 40 36.62470(N)    097 18 01.71061(W)     ADJUSTED  
 AX1388* NAVD 88     -       124.35   (+/-2cm)     408.0    (feet)  VERTCON   
 AX1388  ___________________________________________________________________
 AX1388  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AX1388  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX1388
 AX1388  HORZ ORDER  -  FIRST
 AX1388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1388
 AX1388.The horizontal coordinates were established by classical geodetic methods
 AX1388.and adjusted by the National Geodetic Survey in February 1996..
 AX1388
 AX1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1388.The vertical order pertains to the NGVD 29 superseded value.
 AX1388
 AX1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX1388
 AX1388.The geoid height was determined by GEOID03.
 AX1388
 AX1388;                    North         East     Units Scale Factor Converg.
 AX1388;SPC TXSC     - 4,205,505.479   764,484.147   MT  0.99988099   +0 49 57.4
 AX1388;SPC TXSC     -13,797,562.56  2,508,145.07   sFT  0.99988099   +0 49 57.4
 AX1388;SPC TX C     - 3,005,130.163   993,579.274   MT  1.00014643   +1 33 43.6
 AX1388;SPC TX C     - 9,859,331.21  3,259,768.00   sFT  1.00014643   +1 33 43.6
 AX1388;UTM  14      - 3,284,185.334   664,456.096   MT  0.99993371   +0 50 29.9
 AX1388
 AX1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX1388!SPC TXSC     -   0.99998463  x   0.99988099  =   0.99986563
 AX1388!SPC TX C     -   0.99998463  x   1.00014643  =   1.00013106
 AX1388!UTM  14      -   0.99998463  x   0.99993371  =   0.99991834
 AX1388
 AX1388|---------------------------------------------------------------------|
 AX1388| PID    Reference Object                     Distance      Geod. Az  |
 AX1388|                                                           dddmmss.s |
 AX1388| AX1389 WAELDER RM 1                         38.926 METERS 02502     |
 AX1388| AX1390 WAELDER RM 2                         27.196 METERS 08422     |
 AX1388| AX1387 WAELDER AZ MK 2                                    1721503.2 |
 AX1388| AX1386 WAELDER AZ MK                                      1755315.3 |
 AX1388| AX2586 WAELDER MUNICIPAL TANK              APPROX. 1.9 KM 3591848.0 |
 AX1388|---------------------------------------------------------------------|
 AX1388
 AX1388                          SUPERSEDED SURVEY CONTROL
 AX1388
 AX1388  NAD 83(1986)-  29 40 36.63421(N)    097 18 01.70547(W) AD(       ) 1
 AX1388  NAD 27      -  29 40 35.80000(N)    097 18 00.73900(W) AD(       ) 1
 AX1388  NGVD 29 (??/??/92)  124.304  (m)          407.82   (f) ADJ UNCH    2 0
 AX1388
 AX1388.Superseded values are not recommended for survey control.
 AX1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1388.See file dsdata.txt to determine how the superseded data were derived.
 AX1388
 AX1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT6445684185(NAD 83)
 AX1388_MARKER: DB = BENCH MARK DISK
 AX1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1388_STAMPING: WAELDER 1943
 AX1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1388+STABILITY: SURFACE MOTION
 AX1388
 AX1388  HISTORY     - Date     Condition        Report By
 AX1388  HISTORY     - 1943     MONUMENTED       CGS
 AX1388  HISTORY     - 1943     GOOD             CGS
 AX1388  HISTORY     - 1963     GOOD             CGS
 AX1388  HISTORY     - 1969     GOOD             CGS
 AX1388  HISTORY     - 1969     GOOD             NGS
 AX1388  HISTORY     - 1988     GOOD             USPSQD
 AX1388  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1388
 AX1388                          STATION DESCRIPTION
 AX1388
 AX1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX1388'STATION IS ABOUT 1 MILE S OF WAELDER, 12 MILES E OF HARWOOD
 AX1388'AND 15 MILES NE OF GONZALES, ON LAND USED BY LOUIS TAYLOR.
 AX1388'THE MARK IS IN THE WESTERLY CORNER OF A SMALL FIELD AND 0.1
 AX1388'MILE WESTERLY ALONG FENCE LINE BACK OF A SMALL TAVERN CALLED
 AX1388'RANCHO GRANDIE.  THE MARK IS 15 FEET SOUTHEASTERLY OF THE
 AX1388'FENCE CORNER, 18 INCHES NORTHWESTERLY OF THE FENCE LINE,
 AX1388'PROJECTS 4 INCHES AND IS STAMPED WAELDER 1943.
 AX1388'
 AX1388'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX1388'DISKS SET IN CONCRETE.
 AX1388'
 AX1388'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT S OF THE
 AX1388'FENCE LINE, PROJECTS 4 INCHES AND IS STAMPED WAELDER NO. 1
 AX1388'1943.
 AX1388'
 AX1388'REFERENCE MARK NO. 2 IS S OF THE STATION, 1 FOOT N OF THE
 AX1388'FENCE LINE, PROJECTS 4 INCHES AND IS STAMPED WAELDER NO. 2
 AX1388'1943.
 AX1388'
 AX1388'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWESTERLY OF THE STATION,
 AX1388'ON THE SE SIDE OF TEXAS HIGHWAY 3.  THE MARK IS 13 PACES
 AX1388'SE OF THE CENTER LINE OF TEXAS HIGHWAY 3, 11 PACES W OF A
 AX1388'TELEPHONE POLE, 35 PACES SW OF A DIRT ROAD INTERSECTION.
 AX1388'THE MARK IS 1 FOOT N OF THE FENCE LINE, PROJECTS 8 INCHES
 AX1388'AND IS STAMPED WAELDER 1943.
 AX1388'
 AX1388'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE
 AX1388'90 AND TEXAS ROUTE 3, JUST W OF THE RAILROAD STATION IN
 AX1388'WAELDER GO S ON TEXAS ROUTE 3 FOR 1.1 MILES TO A SMALL TAVERN*
 AX1388'ON THE RIGHT RANCHO GRANDE.  HERE TURN RIGHT, WESTERLY, ON
 AX1388'THE S SIDE OF THE TAVERN AND GO 0.1 MILE ALONG A WIRE FENCE
 AX1388'TO STATION IN THE CORNER OF THE SMALL FIELD.
 AX1388'
 AX1388'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON S
 AX1388'ON ROUTE 3 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 AX1388'JUST AFTER PASSING A DIRT ROAD GOING LEFT.
 AX1388'
 AX1388'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 AX1388
 AX1388                          STATION RECOVERY (1943)
 AX1388
 AX1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AX1388'ORIGINAL DESCRIPTION NOT AVAILABLE AT THE TIME OF RECOVERY.
 AX1388'
 AX1388'STATION IS ABOUT 1.2 MI. S OF WAELDER, ALONG STATE HIGHWAY
 AX1388'3, ABOUT 0.4 MI. N OF THE INTERSECTION OF A ROAD LEADING
 AX1388'W, AT A FENCE CORNER.  IT IS ABOUT 430.0 FT. W OF THE CENTERLINE
 AX1388'OF THE HIGHWAY, 12.0 FT. E OF THE FENCE CORNER, 3.0 FT. S OF
 AX1388'A 4- BY 4-IN. WOODEN MARKER POST, AND 1.5 FT. N OF THE
 AX1388'FENCE.  IT IS STAMPED WAELDER 1943.  THE MONUMENT
 AX1388'PROJECTS ABOUT 0.5 FT.
 AX1388'
 AX1388'REFERENCE MARK 1 IS 128.0 FT. N OF THE STATION,
 AX1388'AND 1.0 FT. E OF THE N-S FENCE.  IT IS STAMPED WAELDER NO 1
 AX1388'1943.  THE MONUMENT PROJECTS ABOUT 0.6 FT.
 AX1388'
 AX1388'REFERENCE MARK 2 IS ABOUT 360 FT. W OF THE CENTERLINE
 AX1388'OF THE HIGHWAY, 89.1 FT. E OF THE STATION, AND 1.0 FT. N
 AX1388'OF AN E-W FENCE LINE.  IT IS STAMPED WAELDER NO 2 1943.
 AX1388'THE MONUMENT PROJECTS ABOUT 0.6 FT.
 AX1388'
 AX1388'AZIMUTH MARK IS ABOUT 0.4 MI. S OF THE STATION, 90.0 FT.
 AX1388'S OF THE CENTER OF THE INTERSECTION OF A ROAD LEADING W,
 AX1388'51.0 FT. N OF THE CENTER OF A GATE, 39.0 FT. E OF THE CENTERLINE
 AX1388'OF THE HIGHWAY, AND 1.0 FT. W OF THE RIGHT-OF-WAY FENCE.
 AX1388'IT IS 3.0 FT. N OF A 4- BY 4-IN. WOODEN MARKER POST.  IT
 AX1388'IS STAMPED WAELDER 1943.  THE MONUMENT PROJECTS ABOUT 0.8
 AX1388'FT.
 AX1388
 AX1388                          STATION RECOVERY (1963)
 AX1388
 AX1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX1388'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 AX1388'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 AX1388'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 AX1388
 AX1388                          STATION RECOVERY (1969)
 AX1388
 AX1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AX1388'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 AX1388'IN THE WAY OF ROAD CONSTRUCTION AND WAS DESTROYED AFTER A NEW
 AX1388'MARK WAS SET.  THE DIRECTION TO THE REFERENCE MARKS CHECKED
 AX1388'BUT THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 1 FOOT
 AX1388'LONGER THAN THE PREVIOUS.  A NEW DESCRIPTION FOLLOWS.
 AX1388'
 AX1388'LOCATED ABOUT 1 MILE SOUTH OF WAELDER, 430 FEET WEST OF THE
 AX1388'CENTERLINE OF STATE HIGHWAY 97, 27 FEET SOUTH OF A 16 INCH
 AX1388'OAK TREE, 15 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF
 AX1388'A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT
 AX1388'PROJECTS 3 INCHES AND THE DISK IS STAMPED WAELDER 1943.
 AX1388'
 AX1388'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97
 AX1388'AND U.S. HIGHWAY 90 IN WAELDER, GO SOUTH ON HIGHWAY 97 FOR
 AX1388'1.1 MILE TO THE OLD RANCH GRANDE TAVERN ON THE RIGHT.  *TURN
 AX1388'RIGHT AND GO WEST ALONG THE SOUTH SIDE OF THE TAVERN CROSSING
 AX1388'A GAS LINE CLEARING FOR 0.1 MILE TO THE STATION.
 AX1388'
 AX1388'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHERLY
 AX1388'ON THE HIGHWAY FOR 0.4 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH
 AX1388'MARK AS DESCRIBED.
 AX1388'
 AX1388'REFERENCE MARK 1 IS 137 FEET EAST OF A FENCE, 10 FEET NORTHEAST
 AX1388'OF THE CENTERLINE OF PIPELINE CLEARING AND 51 FEET NORTHEAST
 AX1388'OF A 14 INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND
 AX1388'THE DISK IS STAMPED WAELDER NO 1 1943.
 AX1388'
 AX1388'REFERENCE MARK 2 IS 88 FEET EAST OF A METAL WITNESS POST,
 AX1388'22 FEET WEST OF A 10 INCH OAK TREE AND 1 FOOT NORTH OF A
 AX1388'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 AX1388'WAELDER NO 2 1943.
 AX1388'
 AX1388'THE AZIMUTH MARK IS 150 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AX1388'HIGHWAY, 14 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 AX1388'1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A
 AX1388'FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 AX1388'WAELDER 1943 1969.
 AX1388'
 AX1388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH
 AX1388'OF WAELDER
 AX1388'
 AX1388'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AX1388
 AX1388                          STATION RECOVERY (1969)
 AX1388
 AX1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 AX1388'1.1 MI S FROM WAELDER.
 AX1388'1.1 MILES SOUTH ALONG STATE HIGHWAY 97 FROM ITS JUNCTION WITH U.S.
 AX1388'HIGHWAY 90 IN WAELKER.  430 FEET WEST OF THE CENTERLINE OF THE
 AX1388'HIGHWAY, 27 FEET SOUTH OF A 16 INCH OAK TREE, 15 FEET EAST OF A FENCE
 AX1388'CORNER, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT WEST OF A METAL
 AX1388'WITNESS POST.  SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 AX1388'3 INCHES.
 AX1388
 AX1388                          STATION RECOVERY (1988)
 AX1388
 AX1388'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1388'RECOVERED IN GOOD CONDITION.
 AX1388
 AX1388                          STATION RECOVERY (2003)
 AX1388
 AX1388'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1387 ***********************************************************************
 AX1387  DESIGNATION -  WAELDER AZ MK 2
 AX1387  PID         -  AX1387
 AX1387  STATE/COUNTY-  TX/GONZALES
 AX1387  USGS QUAD   -  WAELDER (1981)
 AX1387
 AX1387                         *CURRENT SURVEY CONTROL
 AX1387  ___________________________________________________________________
 AX1387* NAD 83(1986)-  29 40 18.     (N)    097 17 58.     (W)     SCALED    
 AX1387* NAVD 88     -       122.41   (+/-2cm)     401.6    (feet)  VERTCON   
 AX1387  ___________________________________________________________________
 AX1387  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AX1387
 AX1387  VERT ORDER  -  THIRD (See Below)
 AX1387
 AX1387.The horizontal coordinates were scaled from a topographic map and have
 AX1387.an estimated accuracy of +/- 6 seconds.
 AX1387
 AX1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1387.The vertical order pertains to the NGVD 29 superseded value.
 AX1387
 AX1387.The geoid height was determined by GEOID03.
 AX1387
 AX1387;                    North         East    Units  Estimated Accuracy
 AX1387;SPC TXSC     - 4,204,930.      764,590.      MT  (+/- 180 meters Scaled)
 AX1387
 AX1387                          SUPERSEDED SURVEY CONTROL
 AX1387
 AX1387  NGVD 29 (01/29/03)  122.37   (m)          401.5    (f) RESET       3  
 AX1387
 AX1387.Superseded values are not recommended for survey control.
 AX1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1387.See file dsdata.txt to determine how the superseded data were derived.
 AX1387
 AX1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT645836(NAD 83)
 AX1387_MARKER: DZ = AZIMUTH MARK DISK
 AX1387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1387_SP_SET: MONUMENT
 AX1387_STAMPING: WAELDER 1943 1969
 AX1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1387
 AX1387  HISTORY     - Date     Condition        Report By
 AX1387  HISTORY     - 1969     MONUMENTED       CGS
 AX1387  HISTORY     - 20030517 GOOD             USPSQD
 AX1387
 AX1387                          STATION DESCRIPTION
 AX1387
 AX1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AX1387'1.5 MI S FROM WAELDER.
 AX1387'1.5 MILES SOUTH ALONG STATE HIGHWAY 97 FROM ITS JUNCTION WITH U.S.
 AX1387'HIGHWAY 90 IN WAELDER, 150 FEET NORTHEAST OF THE CENTERLINE OF THE
 AX1387'HIGHWAY, 14 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD EAST, 1
 AX1387'FOOT EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  SET IN
 AX1387'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 6 INCHES.
 AX1387
 AX1387                          STATION RECOVERY (2003)
 AX1387
 AX1387'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2586 ***********************************************************************
 AX2586  DESIGNATION -  WAELDER MUNICIPAL TANK
 AX2586  PID         -  AX2586
 AX2586  STATE/COUNTY-  TX/GONZALES
 AX2586  USGS QUAD   -  WAELDER (1981)
 AX2586
 AX2586                         *CURRENT SURVEY CONTROL
 AX2586  ___________________________________________________________________
 AX2586* NAD 83(1993)-  29 41 37.31338(N)    097 18 02.54369(W)     ADJUSTED  
 AX2586* NAVD 88     -                                                        
 AX2586  ___________________________________________________________________
 AX2586  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AX2586  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AX2586
 AX2586  HORZ ORDER  -  THIRD
 AX2586
 AX2586.The horizontal coordinates were established by classical geodetic methods
 AX2586.and adjusted by the National Geodetic Survey in February 1996..
 AX2586
 AX2586
 AX2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2586
 AX2586.The geoid height was determined by GEOID03.
 AX2586
 AX2586;                    North         East     Units Scale Factor Converg.
 AX2586;SPC TXSC     - 4,207,373.393   764,434.605   MT  0.99988278   +0 49 57.0
 AX2586;SPC TXSC     -13,803,690.87  2,507,982.53   sFT  0.99988278   +0 49 57.0
 AX2586;SPC TX C     - 3,006,997.782   993,505.936   MT  1.00013975   +1 33 43.1
 AX2586;SPC TX C     - 9,865,458.56  3,259,527.39   sFT  1.00013975   +1 33 43.1
 AX2586;UTM  14      - 3,286,053.337   664,406.250   MT  0.99993351   +0 50 31.0
 AX2586
 AX2586                          SUPERSEDED SURVEY CONTROL
 AX2586
 AX2586  NAD 83(1986)-  29 41 37.32702(N)    097 18 02.53878(W) AD(       ) 4
 AX2586  NAD 27      -  29 41 36.49700(N)    097 18 01.57200(W) AD(       ) 3
 AX2586
 AX2586.Superseded values are not recommended for survey control.
 AX2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2586.See file dsdata.txt to determine how the superseded data were derived.
 AX2586
 AX2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT6440686053(NAD 83)
 AX2586_MARKER: 53 = ELEVATED TANK
 AX2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2586+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX2586
 AX2586  HISTORY     - Date     Condition        Report By
 AX2586  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2586  HISTORY     - 1963     GOOD             CGS
 AX2586  HISTORY     - 20030517 GOOD             USPSQD
 AX2586  HISTORY     - 20050318 GOOD             USPSQD
 AX2586
 AX2586                          STATION DESCRIPTION
 AX2586
 AX2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2586'THIS INTERSECTION STATION IS THE CITY WATER TANK IN THE
 AX2586'VILLAGE OF WAELDER.  THE TANK IS ABOUT 0.1 MILE NW OF THE
 AX2586'INTERSECTION OF U.S. ROUTE 90 AND TEXAS ROUTE 3, BETWEEN
 AX2586'THE MAIN LINE OF THE SOUTHERN PACIFIC RAILROAD AND U.S. ROUTE
 AX2586'90.  THE TANK IS SUPPORTED BY FOUR LEGS, IS PAINTED ALUMINUM,
 AX2586'AND IS ABOUT 125 FEET HIGH.  POINT OBSERVED UPON WAS THE
 AX2586'BALL ON THE TOP.
 AX2586
 AX2586                          STATION RECOVERY (1963)
 AX2586
 AX2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2586'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AX2586'
 AX2586'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2586
 AX2586                          STATION RECOVERY (2003)
 AX2586
 AX2586'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX2586'RECOVERED IN GOOD CONDITION.
 AX2586
 AX2586                          STATION RECOVERY (2005)
 AX2586
 AX2586'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1389 ***********************************************************************
 AX1389  DESIGNATION -  WAELDER RM 1
 AX1389  PID         -  AX1389
 AX1389  STATE/COUNTY-  TX/GONZALES
 AX1389  USGS QUAD   -  WAELDER (1981)
 AX1389
 AX1389                         *CURRENT SURVEY CONTROL
 AX1389  ___________________________________________________________________
 AX1389* NAD 83(1986)-  29 40 38.     (N)    097 18 00.     (W)     SCALED    
 AX1389* NAVD 88     -       123.48   (+/-2cm)     405.1    (feet)  VERTCON   
 AX1389  ___________________________________________________________________
 AX1389  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX1389
 AX1389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1389
 AX1389.The horizontal coordinates were scaled from a topographic map and have
 AX1389.an estimated accuracy of +/- 6 seconds.
 AX1389
 AX1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1389.The vertical order pertains to the NGVD 29 superseded value.
 AX1389
 AX1389.The geoid height was determined by GEOID03.
 AX1389
 AX1389;                    North         East    Units  Estimated Accuracy
 AX1389;SPC TXSC     - 4,205,550.      764,530.      MT  (+/- 180 meters Scaled)
 AX1389
 AX1389                          SUPERSEDED SURVEY CONTROL
 AX1389
 AX1389  NGVD 29 (??/??/92)  123.434  (m)          404.97   (f) ADJ UNCH    2 0
 AX1389
 AX1389.Superseded values are not recommended for survey control.
 AX1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1389.See file dsdata.txt to determine how the superseded data were derived.
 AX1389
 AX1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT645842(NAD 83)
 AX1389_MARKER: DR = REFERENCE MARK DISK
 AX1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1389_STAMPING: WAELDER NO 1 1943
 AX1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1389+STABILITY: SURFACE MOTION
 AX1389
 AX1389  HISTORY     - Date     Condition        Report By
 AX1389  HISTORY     - 1943     MONUMENTED       CGS
 AX1389  HISTORY     - 1969     GOOD             NGS
 AX1389  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1389  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1389
 AX1389                          STATION DESCRIPTION
 AX1389
 AX1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AX1389'1.1 MI S FROM WAELDER.
 AX1389'THE MARK WAS FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 1.1
 AX1389'MILES SOUTH ALONG STATE HIGHWAY 97 FROM ITS JUNCTION WITH U.S. HIGHWAY
 AX1389'90 IN WAELDER, 420 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 137
 AX1389'FEET EAST OF A FENCE, 10 FEET NORTHEAST OF THE CENTERLINE OF A
 AX1389'PIPELINE CLEARING AND 51 FEET NORTHEAST OF A 14 INCH OAK TREE. SET IN
 AX1389'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AX1389
 AX1389                          STATION RECOVERY (1988)
 AX1389
 AX1389'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1389'MARK NOT FOUND.
 AX1389
 AX1389                          STATION RECOVERY (2003)
 AX1389
 AX1389'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1390 ***********************************************************************
 AX1390  FBN         -  This is a Federal Base Network Control Station.
 AX1390  DESIGNATION -  WAELDER RM 2
 AX1390  PID         -  AX1390
 AX1390  STATE/COUNTY-  TX/GONZALES
 AX1390  USGS QUAD   -  WAELDER (1981)
 AX1390
 AX1390                         *CURRENT SURVEY CONTROL
 AX1390  ___________________________________________________________________
 AX1390* NAD 83(1993)-  29 40 36.71130(N)    097 18 00.70402(W)     ADJUSTED  
 AX1390* NAVD 88     -       123.4    (meters)     405.     (feet)  GPS OBS   
 AX1390  ___________________________________________________________________
 AX1390  X           -    -704,739.804 (meters)                     COMP
 AX1390  Y           -  -5,501,205.824 (meters)                     COMP
 AX1390  Z           -   3,139,350.743 (meters)                     COMP
 AX1390  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AX1390  ELLIP HEIGHT-          96.85  (meters)          (05/01/00) GPS OBS
 AX1390  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX1390
 AX1390  HORZ ORDER  -  B
 AX1390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1390  ELLP ORDER  -  THIRD     CLASS I
 AX1390
 AX1390.The horizontal coordinates were established by GPS observations
 AX1390.and adjusted by the National Geodetic Survey in May 1994..
 AX1390
 AX1390.The orthometric height was determined by GPS observations and a
 AX1390.high-resolution geoid model.
 AX1390.The vertical order pertains to the NGVD 29 superseded value.
 AX1390
 AX1390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX1390
 AX1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX1390
 AX1390.The ellipsoidal height was determined by GPS observations
 AX1390.and is referenced to NAD 83.
 AX1390
 AX1390.The geoid height was determined by GEOID03.
 AX1390
 AX1390;                    North         East     Units Scale Factor Converg.
 AX1390;SPC TXSC     - 4,205,508.538   764,511.168   MT  0.99988099   +0 49 57.9
 AX1390;SPC TXSC     -13,797,572.60  2,508,233.72   sFT  0.99988099   +0 49 57.9
 AX1390;UTM  14      - 3,284,188.397   664,483.117   MT  0.99993382   +0 50 30.4
 AX1390
 AX1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX1390!SPC TXSC     -   0.99998479  x   0.99988099  =   0.99986578
 AX1390!UTM  14      -   0.99998479  x   0.99993382  =   0.99991861
 AX1390
 AX1390                          SUPERSEDED SURVEY CONTROL
 AX1390
 AX1390  ELLIP H (05/09/94)   97.07   (m)                       GP(       ) 4 2
 AX1390  NGVD 29 (??/??/92)  123.320  (m)          404.59   (f) ADJ UNCH    2 0
 AX1390
 AX1390.Superseded values are not recommended for survey control.
 AX1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1390.See file dsdata.txt to determine how the superseded data were derived.
 AX1390
 AX1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT6448384188(NAD 83)
 AX1390_MARKER: DR = REFERENCE MARK DISK
 AX1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1390_SP_SET: SQUARE CONCRETE MONUMENT
 AX1390_STAMPING: WAELDER NO 2 1943
 AX1390_MARK LOGO: CGS   
 AX1390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1390+STABILITY: SURFACE MOTION
 AX1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1390+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1998
 AX1390
 AX1390  HISTORY     - Date     Condition        Report By
 AX1390  HISTORY     - 1943     MONUMENTED       CGS
 AX1390  HISTORY     - 1969     GOOD             NGS
 AX1390  HISTORY     - 1988     GOOD             USPSQD
 AX1390  HISTORY     - 19930221 GOOD             NGS
 AX1390  HISTORY     - 19980307 GOOD             NGS
 AX1390  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1390
 AX1390                          STATION DESCRIPTION
 AX1390
 AX1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AX1390'1.1 MI S FROM WAELDER.
 AX1390'1.1 MILES SOUTH ALONG STATE HIGHWAY 97 FROM ITS JUNCTION WITH U.S.
 AX1390'HIGHWAY 90 IN WAELDER.  360 FEET WEST OF THE CENTERLINE OF THE
 AX1390'HIGHWAY, 88 FEET EAST OF A METAL WITNESS POST, 22 FEET WEST OF A 10
 AX1390'INCH OAK TREE AND 1 FOOT NORTH OF A FENCE.  SET IN THE TOP OF A SQUARE
 AX1390'CONCRETE POST PROJECTING 4 INCHES.
 AX1390
 AX1390                          STATION RECOVERY (1988)
 AX1390
 AX1390'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1390'RECOVERED IN GOOD CONDITION.
 AX1390
 AX1390                          STATION RECOVERY (1993)
 AX1390
 AX1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AX1390'NOTE - GROUND AROUND STATION IS VERY SOFT, SHOULD NOT BE DRIVEN TO - 4
 AX1390'X 4 TRACTION IS USELESS.
 AX1390'STATION IS LOCATED ABOUT 75 KM (46.60 MI) SOUTHEAST OF AUSTIN, 3 KM
 AX1390'(1.85 MI) SOUTH OF WAELDER, 1 KM (0.60 MI) NORTH OF INTERSTATE
 AX1390'HIGHWAY 10, ABOUT 25 METERS (82.0 FT) SOUTH OF AN EAST-WEST CLEARING
 AX1390'FOR A GAS PIPELINE AND ON THE EAST SIDE OF A ROUNDED GRASS AND OAK
 AX1390'TREE COVERED HILL.  OWNERSHIP--UNKNOWN.
 AX1390'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10
 AX1390'AND STATE HIGHWAY 97, GO NORTH ON HIGHWAY 97 FOR 0.99 KM (0.60 MI) TO
 AX1390'A DIRT TRACK ROAD ON THE LEFT AT THE NORTH END OF A CURVE IN THE
 AX1390'HIGHWAY .  TURN LEFT, WEST, UP A SLIGHT GRADE ON THE TRACK ROAD FOR
 AX1390'100 METERS (328.1 FT) TO THE STATION ON THE LEFT.
 AX1390'STATION IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING 5
 AX1390'CM.  IT IS ABOUT 30 M (98.4 FT) SOUTH FROM THE CENTER OF THE TRACK
 AX1390'ROAD, 34.3 M (112.5 FT) EAST-NORTHEAST FROM A 2 M (6.6 FT) TALL
 AX1390'WOODEN FENCE CORNER, 43.1 M (141.4 FT) EAST FROM A NORTH-SOUTH FENCE
 AX1390'LINE, AND 26.8 M (87.9 FT) EAST FROM A STEEL WITNESS POST IN AN
 AX1390'EAST-WEST FENCE LINE.
 AX1390
 AX1390                          STATION RECOVERY (1998)
 AX1390
 AX1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AX1390'THE STATION IS LOCATED ABOUT 75 KM (46.60 MI) SOUTHEAST FROM AUSTIN, 3
 AX1390'KM (1.85 MI) SOUTH FROM WAELDER AND STATE HIGHWAY 90, 1 KM (0.60 MI)
 AX1390'NORTH FROM INTERSTATE 10, NEAR THE BASE OF A COMMUNICATIONS TOWER.
 AX1390'OWNERSHIP--RONALD BEEMEN, PRESIDENT CARLS SAUSAGE COMPANY, 14011 FM
 AX1390'529, HOUSTON, TX 77041, PHONE 281-855-9117, FAX -2152.  TO REACH THE
 AX1390'STATION FROM THE STATE HIGHWAY 97 BRIDGE OVER INTERSTATE HIGHWAY 10,
 AX1390'EXIT 649, GO NORTH ON HIGHWAY 97 FOR 0.5 KM (0.30 MI) TO WAELDER AZ MK
 AX1390'2 AND A DIRT TRACK ROAD ON THE RIGHT.  CONTINUE AHEAD FOR 0.5 KM (0.30
 AX1390'MI) TO A GRAVEL DRIVE ON THE LEFT LEADING TO A COMMUNICATION TOWER.
 AX1390'TURN LEFT AND GO WEST, PASSING THROUGH A GATE FOR 0.08 KM (0.05 MI) TO
 AX1390'A PARKING SITE ON THE SOUTH SIDE OF THE FENCE AROUND THE TOWER.  PARK
 AX1390'VEHICLE AND WALK 61 M (200.1 FT) NORTHWEST TO THE STATION.  THE
 AX1390'STATION IS A CGS REFERENCE MARK DISK SET IN TOP OF A 30 CM SQUARE
 AX1390'CONCRETE MONUMENT.  IT IS 44.2 M (145.0 FT) NORTHWEST FROM A RADIO
 AX1390'TRANSMISSION TOWER, 32.7 M (107.3 FT) NORTHEAST FROM THE NORTHEAST
 AX1390'FENCE CORNER AROUND A GUYED ANCHOR FOR THE TOWER, 27.2 M (89.2 FT)
 AX1390'EAST FROM STATION WAELDER ON TOP OF HIGHEST POINT IN TREES, 7.6 M
 AX1390'(24.9 FT) WEST FROM A DOUBLE TRUNKED OAK TREE, 0.6 M (2.0 FT) EAST
 AX1390'FROM A FIBERGLASS WITNESS POST AND 0.4 M (1.3 FT) SOUTH FROM A WIRE
 AX1390'FENCE.
 AX1390
 AX1390                          STATION RECOVERY (2003)
 AX1390
 AX1390'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0843 ***********************************************************************
 DO0843  DESIGNATION -  WAGGONER
 DO0843  PID         -  DO0843
 DO0843  STATE/COUNTY-  TX/BAYLOR
 DO0843  USGS QUAD   -  SANTA ROSA LAKE SW (1966)
 DO0843
 DO0843                         *CURRENT SURVEY CONTROL
 DO0843  ___________________________________________________________________
 DO0843* NAD 83(1993)-  33 48 13.96668(N)    099 22 55.29833(W)     ADJUSTED  
 DO0843* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 DO0843  ___________________________________________________________________
 DO0843  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DO0843  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DO0843
 DO0843  HORZ ORDER  -  FIRST
 DO0843
 DO0843.The horizontal coordinates were established by classical geodetic methods
 DO0843.and adjusted by the National Geodetic Survey in February 1996..
 DO0843
 DO0843.The orthometric height was scaled from a topographic map.
 DO0843
 DO0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0843
 DO0843.The geoid height was determined by GEOID03.
 DO0843
 DO0843;                    North         East     Units Scale Factor Converg.
 DO0843;SPC TXNC     - 2,237,346.386   518,331.642   MT  0.99995865   -0 28 51.8
 DO0843;SPC TXNC     - 7,340,360.60  1,700,559.73   sFT  0.99995865   -0 28 51.8
 DO0843;UTM  14      - 3,740,476.473   464,639.635   MT  0.99961541   -0 12 45.2
 DO0843
 DO0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0843!SPC TXNC     -   0.99994276  x   0.99995865  =   0.99990142
 DO0843!UTM  14      -   0.99994276  x   0.99961541  =   0.99955820
 DO0843
 DO0843|---------------------------------------------------------------------|
 DO0843| PID    Reference Object                     Distance      Geod. Az  |
 DO0843|                                                           dddmmss.s |
 DO0843| CX8928 WAGGONER RM 1                        14.444 METERS 07405     |
 DO0843| CX8927 WAGGONER AZ MK                                     0945453.8 |
 DO0843| CX8929 WAGGONER RM 2                        16.656 METERS 35357     |
 DO0843|---------------------------------------------------------------------|
 DO0843
 DO0843                          SUPERSEDED SURVEY CONTROL
 DO0843
 DO0843  NAD 83(1993)-  33 48 13.96707(N)    099 22 55.29823(W) AD(       ) 1
 DO0843  NAD 83(1986)-  33 48 13.97473(N)    099 22 55.28934(W) AD(       ) 1
 DO0843  NAD 27      -  33 48 13.65000(N)    099 22 54.00300(W) AD(       ) 1
 DO0843
 DO0843.Superseded values are not recommended for survey control.
 DO0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0843.See file dsdata.txt to determine how the superseded data were derived.
 DO0843
 DO0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC6464040476(NAD 83)
 DO0843_MARKER: DS = TRIANGULATION STATION DISK
 DO0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0843
 DO0843  HISTORY     - Date     Condition        Report By
 DO0843  HISTORY     - 1935     MONUMENTED       CGS
 DO0843  HISTORY     - 1957     GOOD             CGS
 DO0843  HISTORY     - 1963     GOOD             CGS
 DO0843  HISTORY     - 1965     GOOD             USGS
 DO0843  HISTORY     - 1969     GOOD             CGS
 DO0843
 DO0843                          STATION DESCRIPTION
 DO0843
 DO0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0843'STATION IS LOCATED 16-3/4 MILES NNW OF SEYMOUR, AND 5-1/4
 DO0843'MILES SSW OF FOUR CORNERS RANCH HOUSE, ON LAND OF THE WAGGONER
 DO0843'ESTATE, IN THE NW PART OF AN IRREGULAR PARCEL NO. 1, BLOCK
 DO0843'A, ON TOP OF A RIDGE AT THE EDGE OF A SW PROJECTION INTO
 DO0843'THE BREAK WHICH EXTENDS ALONG THE S SIDE OF THE RIDGE.
 DO0843'STATION IS 45 FEET N OF THE EDGE OF BREAK AND PROJECTS 6
 DO0843'INCHES ABOVE THE GROUND.
 DO0843'
 DO0843'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0843'BRONZE DISKS SET IN CONCRETE.
 DO0843'
 DO0843'REFERENCE MARK NO. 1 IS E AND REFERENCE MARK NO. 2 IS N
 DO0843'OF STATION.  BOTH MARKS PROJECT 8 INCHES.
 DO0843'
 DO0843'AZIMUTH MARK IS 0.8 MILE E OF STATION, 25 FEET E OF EDGE
 DO0843'OF BREAK.  MARK PROJECTS 8 INCHES.  TO REACH FROM STATION,
 DO0843'GO 0.1 MILE N TO PASTURE ROAD, TURN RIGHT AND GO 0.8 MILE
 DO0843'E.  TURN RIGHT OFF PASTURE ROAD AND GO 0.1 MILE TO EDGE OF
 DO0843'BREAK AND MARK.
 DO0843'
 DO0843'TO REACH THE STATION FROM THE COURTHOUSE IN VERNON, GO S
 DO0843'ON U.S. HIGHWAY 283 FOR 12.6 MILES TO T-ROAD, TURN RIGHT
 DO0843'ACROSS CATTLE GUARD AND GO 3.5 MILES W, OR 2.7 MILES PAST
 DO0843'THE ZACAQUESTA RANCH HOUSE TO T-ROAD.  TURN RIGHT AND GO 3.4
 DO0843'MILES TO T-ROAD.  TURN LEFT AND GO 5.8 MILES TO FOUR CORNERS
 DO0843'RANCH HOUSE.  TURN LEFT THROUGH GATE JUST IN REAR OF RANCH
 DO0843'FOREMANS HOUSE FOR 0.3 MILE TO A GATE.  BEAR LEFT FOR 0.1 MILE.
 DO0843'TAKE RIGHT FORK 1.0 MILE TO A FORKS JUST PAST A BRIDGE.
 DO0843'TAKE MIDDLE FORK FOR 2.9 MILES, OR FOR 1.1 MILES AFTER
 DO0843'PASSING THROUGH WIRE GATE TO DIM CROSS ROAD AT TOP OF RIDGE,
 DO0843'TURN RIGHT AND FOLLOW PASTURE ROAD FOR 2.15 MILES TO
 DO0843'GATE.  PASS THROUGH GATE AND KEEP STRAIGHT AHEAD FOR 1.15
 DO0843'MILES.  TURN LEFT THROUGH GATE AND FOLLOW WINDING PASTURE
 DO0843'ROAD FOR 4.7 MILES.  STATION IS THEN 0.1 MILE TO THE SW.
 DO0843'
 DO0843'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 DO0843
 DO0843                          STATION RECOVERY (1957)
 DO0843
 DO0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 DO0843'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DO0843'CONDITION.
 DO0843'
 DO0843'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION FROM
 DO0843'VERNON--
 DO0843'
 DO0843'TO REACH FROM VERNON, FROM THE COURT HOUSE, GO SOUTH ON U.S.
 DO0843'HIGHWAY 183 AND 283 FOR 12.85 MILES TO THE ENTRANCE TO THE
 DO0843'ZACAQUESTA RANCH ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.95 MILE
 DO0843'TO REAR OF MAIN RANCH HOUSE, CONTINUE WEST ON MAIN ROAD FOR 3.1
 DO0843'MILES TO FORKS, TAKE RIGHT FORK TOWARD FOUR CORNERS FOR 0.85
 DO0843'MILE TO FORKS, TAKE LEFT FORK TOWARD FOUR CORNERS FOR 5.25
 DO0843'MILES TO FORKS JUST BEFORE REACHING THE FOUR CORNERS RANCH
 DO0843'BUILDINGS, TAKE LEFT FORK AND CONTINUE ON MAIN ROAD FOR 0.75
 DO0843'MILE TO A STEEL GATE, CONTINUE ON MAIN ROAD FOR 1.7 MILES TO
 DO0843'A STEEL GATE, CONTINUE ON MAIN ROAD FOR 4.0 MILES TO ANOTHER
 DO0843'STEEL GATE, CONTINUE ON MAIN ROAD FOR 0.4 MILE TO A REVERSE
 DO0843'FORK ON THE LEFT, CONTINUE ON MAIN ROAD FOR 0.35 MILE
 DO0843'THEN TURN LEFT OFF MAIN ROAD FOR ABOUT 0.05 MILE TO
 DO0843'STATION AT EDGE OF BREAKS.
 DO0843
 DO0843                          STATION RECOVERY (1963)
 DO0843
 DO0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JHH)
 DO0843'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DO0843'IN GOOD CONDITION AS DESCRIBED.
 DO0843'
 DO0843'OPTIONAL DIRECTIONS--TO REACH STATION FROM INTERSECTION OF
 DO0843'FM 1919 AND U.S. 82 IN THE NORTHEASTERN PART OF SEYMOUR, GO
 DO0843'NORTH ON FM 1919 FOR 2.97 MILES TO FM 2582 RIGHT.  BEAR LEFT
 DO0843'AND WEST ON FM 1919 FOR 13.63 MILES TO ROAD AND GATE ON RIGHT.
 DO0843'(THIS GATE IS USUALLY LOCKED AND ACCESS MUST BE OBTAINED
 DO0843'FROM ZACQUESTA RANCH HOUSE).  TURN RIGHT THRU GATE AND GO
 DO0843'NORTHERLY FOR 2.47 MILES TO ROAD AND GATE RIGHT.  PROCEED
 DO0843'EASTERLY FOR 3.5 MILES TO STOCK PENS ON LEFT.  CONTINUE
 DO0843'EASTERLY FOR 1.15 MILES BETWEEN BREAKS ON RIGHT AND SMALL
 DO0843'POND LEFT.  TURN RIGHT OFF ROAD TO EDGE OF BREAKS AND
 DO0843'STATION.  LOCATING THE STATION WITH THESE DIRECTIONS WAS
 DO0843'NECESSARY DUE TO A WASHED OUT BRIDGE AT THE FOUR CORNERS
 DO0843'RANCH AS MENTIONED IN PREVIOUS DIRECTIONS.
 DO0843
 DO0843                          STATION RECOVERY (1965)
 DO0843
 DO0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DO0843'STATION RECOVERED IN GOOD CONDITION.
 DO0843'
 DO0843'TO REACH FROM SEYMOUR.  JCT OF U.S. HWY 82 AND RANCH ROAD
 DO0843'1919 AT NE EDGE OF SEYOUR, GO N AND W ON 1919 FOR 10.9 MILES
 DO0843'TO CROSSING OF WICHITA RIVER.  CONTINUE 5.8 MILES TO IRON
 DO0843'GATE ON RIGHT.  PASS THRU GATE AND GO 2.0 MILES TO GATES
 DO0843'AND T-ROAD EAST.  TURN RIGHT AND GO E 3.4 MILES TO CORRALS
 DO0843'ON LEFT, CONTINUE ON MAIN ROAD E 1.1 MILES TO ERRODED DRAIN
 DO0843'ON S SIDE OF ROAD.  LEAVE ROAD AND FOLLOW EDGE OF HILL SE
 DO0843'FOR 0.1 MILE TO POINT AND STATION.
 DO0843
 DO0843                          STATION RECOVERY (1969)
 DO0843
 DO0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0843'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 DO0843'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 APPEARS TO BE LEANING
 DO0843'TO THE EAST AND A DIFFERENCE IN THE DIRECTION AND DISTANCE WAS
 DO0843'FOUND AND NOTED.  A NEW DESCRIPTION AND ROUTE TO THE STATION
 DO0843'FOLLOWS.
 DO0843'
 DO0843'THE STATION IS LOCATED ABOUT 25 MILES SOUTH-SOUTHWEST OF VERNON,
 DO0843'15-1/2 MILES SOUTHEAST OF THALIA AND 5 MILES NORTHEAST OF FARM ROAD
 DO0843'1919 ON THE PROPERTY OF THE WAGGONER ESTATE.
 DO0843'
 DO0843'TO REACH THE STATION FROM THE WEST SIDE OF THE COURT HOUSE IN VERNON,
 DO0843'GO SOUTH ON U.S. HIGHWAYS 183 AND 283 (MAIN STREET) FOR 13 MILES TO
 DO0843'THE ENTRANCE TO THE WAGGONER ESTATE.  TURN RIGHT, PASSING THROUGH A
 DO0843'CONCRETE ARCHWAY, AND GO WEST ON A MACADAM ROAD FOR 0.85 MILE TO
 DO0843'SEVERAL RANCH HOUSES AND THE MAIN ROAD TURNS RIGHT.  TURN RIGHT
 DO0843'AND GO NORTH FOR ABOUT 300 FEET AND THEN TURN LEFT AND GO WEST FOR
 DO0843'0.2 MILE TO A CATTLE GUARD AND THREE CONCRETE PILLARS.  (FROM THIS
 DO0843'POINT TO THE STATION, ALL ROADS ARE DIRT.) CROSS THE CATTLE GUARD
 DO0843'AND GO IN A WESTERLY DIRECTION FOR 2.95 MILES TO A FORK.  TAKE
 DO0843'THE RIGHT FORK AND CONTINUE IN A WESTERLY DIRECTION FOR 0.95 MILE TO
 DO0843'A SIDE ROAD RIGHT.  CONTINUE AHEAD, WESTERLY, FOR 5.3 MILES TO A
 DO0843'FORK JUST BEFORE REACHING SOME HOUSES.  TAKE THE LEFT FORK AND GO
 DO0843'SOUTHERLY FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 DO0843'SOUTHERLY FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 DO0843'SOUTH, WEST AND SOUTH, PASSING BY A SMALL LAKE, FOR 1.85 MILES TO A
 DO0843'FORK.  TAKE THE LEFT FORK AND GO SOUTH AND WEST FOR 4.95 MILES TO A
 DO0843'REVERSE Y FORK.  CONTINUE AHEAD, WEST, FOR 0.35 MILE.  FROM THIS
 DO0843'POINT, TURN LEFT AND GO SOUTH, CROSS COUNTRY, FOR 0.05 MILE
 DO0843'TO THE STATION ON THE EDGE OF A BLUFF.
 DO0843'
 DO0843'THE STATION MARK IS A STANDARD DISK STAMPED WAGGONER 1935, SET IN THE
 DO0843'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 DO0843'IT IS 3.2 FEET SOUTHEAST OF A WITNESS POST.
 DO0843'
 DO0843'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WAGGONER 1935 NO 1, SET
 DO0843'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 DO0843'INCHES.  IT IS 49.1 FEET EAST-NORTHEAST OF THE WITNESS POST.
 DO0843'
 DO0843'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WAGGONER 1935 NO 2 SET IN
 DO0843'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 DO0843'INCHES.  IT IS 52.3 FEET NORTH-NORTHWEST OF THE WITNESS POST.
 DO0843'
 DO0843'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WAGGONER 1935 AZI, SET IN
 DO0843'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12
 DO0843'INCHES.  IT IS 154 FEET WEST OF THE TRACK ROAD, 17 FEET EAST OF THE
 DO0843'EAST EDGE OF A BLUFF AND 1.4 FEET WEST OF A METAL WITNESS POST.
 DO0843'
 DO0843'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHEAST AND SOUTH ON
 DO0843'A DIRT ROAD FOR 0.4 MILE TO A DIM TRACK ROAD ON THE RIGHT.  TURN
 DO0843'RIGHT AND GO SOUTHWEST ON THE TRACK ROAD FOR 0.1 MILE.  TURN RIGHT
 DO0843'AND GO NORTHWEST, CROSS COUNTRY, TO THE EDGE OF A BLUFF AND THE
 DO0843'AZIMUTH MARK.
 DO0843'
 DO0843'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY
 DO0843'15-1/2 MILES SOUTHEAST OF THALIA.
 DO0843'
 DO0843'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2283 ***********************************************************************
 AN2283  DESIGNATION -  WAGON 1934
 AN2283  PID         -  AN2283
 AN2283  STATE/COUNTY-  TX/CALHOUN
 AN2283  USGS QUAD   -  SEADRIFT NE (1973)
 AN2283
 AN2283                         *CURRENT SURVEY CONTROL
 AN2283  ___________________________________________________________________
 AN2283* NAD 83(1993)-  28 27 33.68745(N)    096 30 19.13646(W)     ADJUSTED  
 AN2283* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AN2283  ___________________________________________________________________
 AN2283  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AN2283  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN2283
 AN2283  HORZ ORDER  -  SECOND
 AN2283
 AN2283.The horizontal coordinates were established by classical geodetic methods
 AN2283.and adjusted by the National Geodetic Survey in February 1996..
 AN2283
 AN2283.The orthometric height was scaled from a topographic map.
 AN2283
 AN2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2283
 AN2283.The geoid height was determined by GEOID03.
 AN2283
 AN2283;                    North         East     Units Scale Factor Converg.
 AN2283;SPC TXSC     - 4,071,988.582   844,309.728   MT  0.99997905   +1 13 19.8
 AN2283;SPC TXSC     -13,359,515.87  2,770,039.50   sFT  0.99997905   +1 13 19.8
 AN2283;UTM  14      - 3,150,624.715   744,278.073   MT  1.00033650   +1 11 21.8
 AN2283
 AN2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2283!SPC TXSC     -   1.00000376  x   0.99997905  =   0.99998281
 AN2283!UTM  14      -   1.00000376  x   1.00033650  =   1.00034026
 AN2283
 AN2283                          SUPERSEDED SURVEY CONTROL
 AN2283
 AN2283  NAD 83(1986)-  28 27 33.69305(N)    096 30 19.12034(W) AD(       ) 2
 AN2283  NAD 27      -  28 27 32.68400(N)    096 30 18.20700(W) AD(       ) 2
 AN2283
 AN2283.Superseded values are not recommended for survey control.
 AN2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2283.See file dsdata.txt to determine how the superseded data were derived.
 AN2283
 AN2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4427850625(NAD 83)
 AN2283_MARKER: DS = TRIANGULATION STATION DISK
 AN2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2283
 AN2283  HISTORY     - Date     Condition        Report By
 AN2283  HISTORY     - 1934     MONUMENTED       CGS
 AN2283  HISTORY     - 1959     GOOD             DOWCO
 AN2283  HISTORY     - 1969     GOOD             CGS
 AN2283
 AN2283                          STATION DESCRIPTION
 AN2283
 AN2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2283'STATION IS LOCATED ABOUT 6 MILES W FROM PORT O CONNOR, ABOUT
 AN2283'2 MILES SE OF S SHORE OF POWDERHORN LAKE, ON RANCH PROPERTY
 AN2283'OWNED BY J. WELDER.  IT IS 100 METERS SE FROM MILLER DAM
 AN2283'AND 30 METERS NE OF SMALL SLOUGH STARTING AT MILLER DAM.
 AN2283'
 AN2283'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2283'NO REFERENCE MARK WAS SET.
 AN2283'
 AN2283'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2283'LONE OAK TREE SURROUNDED BY SCRUB BRUSH (45 METERS), 331 DEG
 AN2283'AND WATERING TROUGH NEAR MILLER DAM (350 METERS), 286 DEG.
 AN2283'
 AN2283'HEIGHT OF LIGHT ABOVE STATION MARK - 3.7 METERS.
 AN2283
 AN2283                          STATION RECOVERY (1959)
 AN2283
 AN2283'RECOVERY NOTE BY DOW CHEMICAL COMPANY 1959 (EWM)
 AN2283'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION SHOULD
 AN2283'BE REVISED AS FOLLOWS--MILLER DAM HAS APPARENTLY BEEN REMOVED.
 AN2283'THE STATION IS ON THE SOUTHEAST SIDE OF A RATHER LARGE POND
 AN2283'ABOUT 1,250 FEET SOUTHEAST FROM THE MAIN DAM ON THE NORTHWEST
 AN2283'SIDE OF AND FORMING THE POND.  IT IS ABOUT 200 FEET EAST OF
 AN2283'A MOTT OF LARGER OAK TREES AND 100 FEET EAST OF THE CENTERLINE
 AN2283'OF A DRAW WHICH RUNS NNW INTO THE POND.  AND ALSO ABOUT 500-550
 AN2283'FEET DOWN THE DRAW NNW FROM THE CENTERLINE OF THE MAIN RANCH
 AN2283'ROAD CROSSING WHICH IS AT THE NORTHWEST TIP OF ANOTHER MOTT
 AN2283'OF LARGE OAK TREES WHICH STAND JUST SE OF THE ROAD.
 AN2283
 AN2283                          STATION RECOVERY (1969)
 AN2283
 AN2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2283'STATION WAS VISITED AND THE STATION MARK FOUND ABOUT AS DESCRIBED
 AN2283'BY E.W.M. OF DOW CHEM. CO. IN 1959.  DUE TO CHANGES IN THE
 AN2283'AREA A COMPLETE DESCRIPTION FOLLOWS--
 AN2283'
 AN2283'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF PORT
 AN2283'O CONNOR, 3-3/4 MILES SOUTHWEST OF THE SOUTHWEST SHORE OF
 AN2283'MATAGORDA BAY ON THE POWDERHORN RANCH OWNED BY MR. LEROY
 AN2283'DENNMAN OF SAN ANTONIO.  MR. J.C. BROWN, FORMAN, WHO LIVES
 AN2283'NEAR PORT O CONNOR, PHONE NUMBER 2651, MUST BE CONTACTED
 AN2283'BEFORE THE PROPERTY IS ENTERED.
 AN2283'
 AN2283'TO REACH THE STATION FROM THE POST OFFICE IN PORT LAVACA, GO
 AN2283'SOUTHERLY ON STATE HIGHWAY 238 (AUSTIN STREET) FOR 2.55 MILES
 AN2283'TO THE JUNCTION OF FARM ROAD 2433 ON THE RIGHT, CONTINUE
 AN2283'AHEAD, NOW SOUTHEAST, ON S.H. 238 FOR 1.65 MILES TO A FORK,
 AN2283'TAKE THE RIGHT FORK AND GO SOUTHWEST ON S.H. 238 FOR 0.95
 AN2283'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON
 AN2283'FARM ROAD 1289 FOR 10.65 MILES TO SMALL BUILDINGS AT LOCKED
 AN2283'GATE ON THE LEFT.  PASS THROUGH GATE AND GO EASTERLY ON SHELL
 AN2283'ROAD FOR 2.55 MILES TO THE END OF TRUCK TRAVEL AT CONCRETE
 AN2283'PIPE CULVERT UNDER ROAD.  PACK NORTH-NORTHWEST DOWN DRAW
 AN2283'FOR 500 FEET TO WELL DEFINED CATTLE TRACK CROSSING DRAW.
 AN2283'TURN RIGHT AND WALK EAST 100 FEET ON CATTLE TRACK TO OPEN
 AN2283'AREA ON SLIGHT SAND RIDGE AND THE STATION AT NORTHEAST
 AN2283'CORNER OF AREA.
 AN2283'
 AN2283'IT IS ON THE HIGHEST POINT OF SLIGHT SAND RIDGE, THAT IS
 AN2283'SOUTHEAST OF LARGE POND AND ABOUT 1250 FEET SOUTHEAST OF
 AN2283'THE MAIN DAM KNOWN AS DOUBLE DAM, 500 FEET NORTH OF THE MAIN
 AN2283'RANCH ROAD AND 100 FEET EAST OF THE DRAW LEADING NORTHERLY INTO
 AN2283'THE POND.  THE RIDGE IS COVERED WITH THICK BRUSH.
 AN2283'
 AN2283'THE STATION MARK IS A STANDARD DISK, STAMPED WAGON 1934,
 AN2283'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT PROJECTS
 AN2283'2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF METAL WITNESS
 AN2283'POST WITH SIGN.
 AN2283'
 AN2283'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AN2283'WEST-NORTHWEST OF PORT O CONNOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2905 ***********************************************************************
 CS2905  DESIGNATION -  WAJ
 CS2905  PID         -  CS2905
 CS2905  STATE/COUNTY-  TX/TARRANT
 CS2905  USGS QUAD   -  HURST (1981)
 CS2905
 CS2905                         *CURRENT SURVEY CONTROL
 CS2905  ___________________________________________________________________
 CS2905* NAD 83(1993)-  32 50 54.18670(N)    097 11 40.31416(W)     ADJUSTED  
 CS2905* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 CS2905  ___________________________________________________________________
 CS2905  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CS2905  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CS2905
 CS2905  HORZ ORDER  -  SECOND
 CS2905
 CS2905.The horizontal coordinates were established by classical geodetic methods
 CS2905.and adjusted by the National Geodetic Survey in February 1996..
 CS2905
 CS2905.The orthometric height was scaled from a topographic map.
 CS2905
 CS2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2905
 CS2905.The geoid height was determined by GEOID03.
 CS2905
 CS2905;                    North         East     Units Scale Factor Converg.
 CS2905;SPC TXNC     - 2,131,799.662   722,190.495   MT  0.99987888   +0 42 43.2
 CS2905;SPC TXNC     - 6,994,079.39  2,369,386.65   sFT  0.99987888   +0 42 43.2
 CS2905;UTM  14      - 3,635,923.357   668,958.798   MT  0.99995200   +0 58 46.4
 CS2905
 CS2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2905!SPC TXNC     -   0.99997433  x   0.99987888  =   0.99985321
 CS2905!UTM  14      -   0.99997433  x   0.99995200  =   0.99992633
 CS2905
 CS2905|---------------------------------------------------------------------|
 CS2905| PID    Reference Object                     Distance      Geod. Az  |
 CS2905|                                                           dddmmss.s |
 CS2905| CS2899 WAJ 2                                11.100 METERS 05301     |
 CS2905| CY3042 WAJ RM 1                             25.579 METERS 12703     |
 CS2905| CY3041 WAJ AZ MK                                          2330041.9 |
 CS2905| CS3007 FORT WORTH RAD STA KFJZ S TWR       APPROX. 7.2 KM 2381233.4 |
 CS2905| CS3003 FORT WORTH RAD STA KFJZ N TWR       APPROX. 7.1 KM 2390809.9 |
 CS2905| CY3043 WAJ RM 2                             24.579 METERS 26246     |
 CS2905|---------------------------------------------------------------------|
 CS2905
 CS2905                          SUPERSEDED SURVEY CONTROL
 CS2905
 CS2905  NAD 83(1993)-  32 50 54.19015(N)    097 11 40.29947(W) AD(       ) 2
 CS2905  NAD 83(1986)-  32 50 54.19126(N)    097 11 40.29748(W) AD(       ) 2
 CS2905  NAD 27      -  32 50 53.73400(N)    097 11 39.24700(W) AD(       ) 2
 CS2905
 CS2905.Superseded values are not recommended for survey control.
 CS2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2905.See file dsdata.txt to determine how the superseded data were derived.
 CS2905
 CS2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6895935923(NAD 83)
 CS2905_MARKER: DS = TRIANGULATION STATION DISK
 CS2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2905
 CS2905  HISTORY     - Date     Condition        Report By
 CS2905  HISTORY     - 1947     MONUMENTED       CGS
 CS2905  HISTORY     - 1950     GOOD             CGS
 CS2905  HISTORY     - 1954     MARK NOT FOUND   CGS
 CS2905  HISTORY     - 1954     GOOD             CGS
 CS2905  HISTORY     - 1963     GOOD             CGS
 CS2905  HISTORY     - 1967     SEE DESCRIPTION  CGS
 CS2905
 CS2905                          STATION DESCRIPTION
 CS2905
 CS2905'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2905'ABOUT 10-1/2 MILES EAST OF FORT WORTH AND 7 MILES SOUTHEAST
 CS2905'FROM KELLER, ALONG STATE ROUTE 121 ON THE LITTLE CALIFORNIA
 CS2905'RANCH OWNED BY W.A. JOHNSON.  THE STATION SITE IS IN THE
 CS2905'NORTHEAST CORNER OF A PASTURE, 54.7 FEET SOUTHEAST OF A
 CS2905'FENCE CORNER, 39.8 FEET EAST OF A WELL CURB 37.2 FEET SOUTH
 CS2905'OF A LONE TREE AND 18.1 FEET WEST OF A WITNESS POST.  THE
 CS2905'MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED WAJ 1947.
 CS2905'
 CS2905'REFERENCE MARK NO. 1 IS 87.20 FEET SOUTHEAST OF STATION,
 CS2905'1 FOOT WEST OF FENCE LINE AND 94 FEET SOUTHEAST OF A CONCRETE
 CS2905'WELL CURB.  THE MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED
 CS2905'WAJ NO 1 1947.
 CS2905'
 CS2905'REFERENCE MARK NO 2 IS 80.64 FEET WEST OF STATION, 1 FOOT
 CS2905'SOUTH OF RIGHT-OF-WAY FENCE LINE, 2-1/2 FEET SOUTH OF A
 CS2905'TELEPHONE POLE ON THE RIGHT-OF-WAY.  THE MARK PROJECTS 4
 CS2905'INCHES AND THE DISC IS STAMPED WAJ NO 2 1947.
 CS2905'
 CS2905'AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF STATION, 2.4 FEET
 CS2905'EAST OF WITNESS POST, 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE
 CS2905'LINE AND 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CS2905'THE MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED WAJ 1947.
 CS2905'
 CS2905'THE STATION WAS REACHED FROM THE COURT HOUSE IN FORT WORTH
 CS2905'BY GOING EAST ON U.S. ROUTE 377 AND STATE ROUTES 121 AND 183,
 CS2905'KEEPING TO THE RIGHT ON ROUTE 121, FOR 9.94 MILES TO THE
 CS2905'LITTLE CALIFORNIA RANCH ON THE RIGHT AND THE STATION SITE,
 CS2905'APPROXIMATELY 75 YARDS EAST OF THE ENTRANCE GATE TO THE RANCH.
 CS2905'
 CS2905'AZIMUTH MARK REACHED FROM STATION BY GOING WESTERLY ON STATE
 CS2905'ROUTE 121 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT NEAR
 CS2905'RIGHT-OF-WAY FENCE LINE.
 CS2905'
 CS2905'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2905
 CS2905                          STATION RECOVERY (1950)
 CS2905
 CS2905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (BHR)
 CS2905'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 CS2905'STATION IS ABOUT 100 YARDS SOUTHWEST OF THE BRICK RANCH-HOUSE,
 CS2905'5 YARDS SOUTH OF THE SOUTH FENCE LINE OF THE RANCH-HOUSE
 CS2905'YARD AND IS 15 YARDS EAST OF THE EAST RIGHT-OF-WAY FENCE
 CS2905'OF THE HIGHWAY.  IT IS 39.8 FEET NORTH OF THE WELL CURB AND
 CS2905'NOT EAST AS DESCRIBED.
 CS2905
 CS2905                          STATION RECOVERY (1954)
 CS2905
 CS2905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HMP)
 CS2905'A SEARCH WAS MADE FOR THIS STATION, BUT IT WAS NOT FOUND.
 CS2905'THE PRESENT OWNER (SINCE 1951) HAS NOT FOUND EVIDENCE OF THIS
 CS2905'STATION ON THE PROPERTY DESCRIBED.
 CS2905
 CS2905                          STATION RECOVERY (1954)
 CS2905
 CS2905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS2905'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS2905'DESCRIBED.
 CS2905
 CS2905                          STATION RECOVERY (1963)
 CS2905
 CS2905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2905'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS2905'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CS2905'
 CS2905'ADDITIONAL MEASUREMENTS AND AN ALTERNATE ROUTE TO REACH THE
 CS2905'STATION ARE AS FOLLOWS--TO REACH THE STATION FROM THE FIRST
 CS2905'NATIONAL BANK IN GRAPEVINE, GO SOUTHWESTERLY ON STATE HIGHWAY
 CS2905'121 FOR 9.7 MILES TO THE LITTLE CALIFORNIA RANCH OWNED BY
 CS2905'W.A. JOHNSON ON THE LEFT AND THE STATION.  OR TO REACH THE
 CS2905'STATION FROM THE RICHLAND HILLS MUNICIPAL WATER TANK, GO
 CS2905'NORTHEASTERLY ON STATE HIGHWAY 121 FOR 3.2 MILES TO THE
 CS2905'STATION ON THE RIGHT.
 CS2905'
 CS2905'STATION MARK A STANDARD DISK STAMPED WAJ 1947, IS SET IN
 CS2905'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 CS2905'IS 235 FEET SOUTHWEST OF THE ENTRANCE TO THE LITTLE CALIFORNIA
 CS2905'RANCH, 54 FEET SOUTH OF A T-FENCE CORNER, AND 40 FEET NORTHEAST
 CS2905'OF A WELL CURB.  THE STATION IS NEAR THE NORTHEAST CORNER
 CS2905'OF A SMALL PASTURE.
 CS2905'
 CS2905'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WAJ NO 1 1947,
 CS2905'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3
 CS2905'INCHES.  IT IS 136 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 CS2905'ALONG STATE HIGHWAY 121, 94 FEET EAST OF THE WELL CURB, AND
 CS2905'1 FOOT WOUTHWEST OF A FENCE LINE.
 CS2905'
 CS2905'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WAJ NO 2 1947,
 CS2905'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES.
 CS2905'IT IS 86 FEET SOUTHWEST OF THE T-FENCE CORNER, 58 FEET WEST
 CS2905'OF THE WELL CURB, 33 FEET NORTHEAST OF ANOTHER T-FENCE CORNER,
 CS2905'AND 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 CS2905'
 CS2905'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY
 CS2905'121 FROM THE STATION, IN THE NORTHWEST RIGHT-OF-WAY FENCE LINE,
 CS2905'49 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY.  AZIMUTH
 CS2905'MARK IS A STANDARD DISK STAMPED WAJ 1947, SET IN A 12 IN
 CS2905'X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 CS2905
 CS2905                          STATION RECOVERY (1967)
 CS2905
 CS2905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS2905'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 CS2905'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND TO HAVE
 CS2905'BEEN DESTROYED.  DUE TO IMPROVEMENTS AT THE SITE OF STATION
 CS2905'MARK FOR CONSTRUCTION OF A JUNIOR COLLEGE THE STATION WAS
 CS2905'MOVED ON THE SAME AZIMUTH AWAY FROM THE AZIMUTH MARK.
 CS2905'
 CS2905'A TRAVERSE CONNECTION WAS MADE FROM WAJ TO DETERMINE THE
 CS2905'POSITION OF WAJ 2.  DISTANCE BEING 11.100 METERS (36.42 FEET)
 CS2905'NORTHEAST OF WAJ.
 CS2905'
 CS2905'BOTH OLD STATION MARKS (UNDERGROUND AND SURFACE) WERE DESTROYED
 CS2905'BY EXCAVATION AFTER THE NEW STATION WAS ESTABLISHED.  THE
 CS2905'DISK WERE RECOVERED AND REMOVED FROM THE CONCRETE POSTS 5/25/67.
 CS2905'
 CS2905'AZIMUTH MARK WAS NOT IN THE CONSTRUCTION AREA.  IT WAS USED
 CS2905'TO SERVE FOR THE AZIMUTH MARK TO WAJ 2.
 CS2905'
 CS2905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 CS2905'SOUTHEAST OF KELLER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2899 ***********************************************************************
 CS2899  DESIGNATION -  WAJ 2
 CS2899  PID         -  CS2899
 CS2899  STATE/COUNTY-  TX/TARRANT
 CS2899  USGS QUAD   -  HURST (1981)
 CS2899
 CS2899                         *CURRENT SURVEY CONTROL
 CS2899  ___________________________________________________________________
 CS2899* NAD 83(1993)-  32 50 54.40348(N)    097 11 39.97320(W)     ADJUSTED  
 CS2899* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 CS2899  ___________________________________________________________________
 CS2899  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CS2899  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CS2899
 CS2899  HORZ ORDER  -  THIRD
 CS2899
 CS2899.The horizontal coordinates were established by classical geodetic methods
 CS2899.and adjusted by the National Geodetic Survey in February 1996..
 CS2899.No horizontal observational check was made to the station.
 CS2899
 CS2899.The orthometric height was scaled from a topographic map.
 CS2899
 CS2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2899
 CS2899.The geoid height was determined by GEOID03.
 CS2899
 CS2899;                    North         East     Units Scale Factor Converg.
 CS2899;SPC TXNC     - 2,131,806.449   722,199.277   MT  0.99987887   +0 42 43.4
 CS2899;SPC TXNC     - 6,994,101.66  2,369,415.46   sFT  0.99987887   +0 42 43.4
 CS2899;UTM  14      - 3,635,930.185   668,967.548   MT  0.99995204   +0 58 46.6
 CS2899
 CS2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2899!SPC TXNC     -   0.99997433  x   0.99987887  =   0.99985320
 CS2899!UTM  14      -   0.99997433  x   0.99995204  =   0.99992637
 CS2899
 CS2899|---------------------------------------------------------------------|
 CS2899| PID    Reference Object                     Distance      Geod. Az  |
 CS2899|                                                           dddmmss.s |
 CS2899| CY3045 WAJ 2 RM 4                           13.184 METERS 00231     |
 CS2899| CS2898 FORT WORTH TV STA KFJZ TOWER        APPROX.10.7 KM 2061124.1 |
 CS2899| CS3013 FORT WORTH TV STA WBAP TOWER        APPROX.12.9 KM 2124117.8 |
 CS2899| CY3041 WAJ AZ MK                                          2330056.7 |
 CS2899| CY3044 WAJ 2 RM 3                           36.820 METERS 23920     |
 CS2899|---------------------------------------------------------------------|
 CS2899
 CS2899                          SUPERSEDED SURVEY CONTROL
 CS2899
 CS2899  NAD 83(1993)-  32 50 54.40693(N)    097 11 39.95851(W) AD(       ) 3
 CS2899  NAD 83(1986)-  32 50 54.40804(N)    097 11 39.95652(W) AD(       ) 3
 CS2899  NAD 27      -  32 50 53.95079(N)    097 11 38.90606(W) AD(       ) 3
 CS2899
 CS2899.Superseded values are not recommended for survey control.
 CS2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2899.See file dsdata.txt to determine how the superseded data were derived.
 CS2899
 CS2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6896835930(NAD 83)
 CS2899_MARKER: DS = TRIANGULATION STATION DISK
 CS2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2899
 CS2899  HISTORY     - Date     Condition        Report By
 CS2899  HISTORY     - 1967     MONUMENTED       CGS
 CS2899  HISTORY     - 1968     GOOD             CGS
 CS2899  HISTORY     - 19970301 GOOD             USPSQD
 CS2899  HISTORY     - 20020524 POOR             INDIV
 CS2899
 CS2899                          STATION DESCRIPTION
 CS2899
 CS2899'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS2899'THE STATION IS ABOUT 10 MILES NORTHEAST OF FORT WORTH, 9
 CS2899'MILES SOUTH WEST OF GRAPEVINE, ALONG THE SOUTHEAST SIDE
 CS2899'OF STATE HIGHWAY 121, ON THE GROUNDS OF THE TARRANT COUNTY
 CS2899'JUNIOR COLLEGE NORTHEAST CAMPUS.
 CS2899'
 CS2899'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 121 AND
 CS2899'INTERSTATE HIGHWAY 820 AT RICHLAND HILLS, GO NORTHEAST ON
 CS2899'STATE HIGHWAY 121 FOR 1.4 MILES TO AZIMUTH MARK ON THE LEFT.
 CS2899'CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO COLLEGE AND STATION
 CS2899'ON THE RIGHT.
 CS2899'
 CS2899'STATION MARKS ARE STANDARD DISKS STAMPED WAJ 2 1967.  THE
 CS2899'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST ABOUT
 CS2899'FLUSH WITH THE GROUND.  IT IS 236 FEET NORTHEAST OF THE
 CS2899'CENTER LINE OF A STREET, 295 FEET SOUTHWEST OF A STREET
 CS2899'AND 4 FEET SOUTHEAST OF THE SOUTHEAST CURB OF A STREET.
 CS2899'
 CS2899'THE UNDERGROUND DISK IS SET IN A ROUND CONCRETE POST ABOUT
 CS2899'8 INCHES IN DIAMETER AND IS 44 INCHES BELOW THE SURFACE
 CS2899'OF GROUND.
 CS2899'
 CS2899'AZIMUTH MARK A STANDARD DISK STAMPED WAJ 1947, IS SET IN
 CS2899'A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 CS2899'IT IS ALONG THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 121, 49
 CS2899'FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 1 FOOT EAST
 CS2899'OF THE FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST.
 CS2899'
 CS2899'NOTE--DUE TO CONSTRUCTION IN THE AREA NO SUITABLE PLACE WAS
 CS2899'FOUND THAT REFERENCE MARKS COULD BE SET IN A SAFE PLACE.
 CS2899'IT WAS REPORTED BY THE PROJECT ENGINEER THEY HOPE TO COMPLETE
 CS2899'WORK AT THE STATION SITE BY 1969.  ON COMPLETION OF PROJECT
 CS2899'REFERENCE MARKS WILL BE SET.
 CS2899
 CS2899                          STATION RECOVERY (1968)
 CS2899
 CS2899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CS2899'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 CS2899'CONDITION.  TWO NEW REFERENCE MARKS WERE SET.  A NEW DESCRIPTION
 CS2899'FOLLOWS.  THE STATION IS ABOUT 10 MILES NORTHEAST OF DOWNTOWN
 CS2899'FORT WORTH, 9 MILES SOUTHWEST OF GRAPEVINE, ALONG THE SOUTHEAST
 CS2899'SIDE OF STATE HIGHWAY 121, ON THE GROUNDS OF THE TARRANT
 CS2899'COUNTY JUNIOR COLLEGE NORTHEAST CAMPUS.
 CS2899'
 CS2899'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 121
 CS2899'AND INTERSTATE HIGHWAY 821 AT RICHLAND HILLS, GO NORTHEAST
 CS2899'ON STATE HIGHWAY 121 FOR 1.4 MILES TO AZIMUTH MARK ON THE
 CS2899'LEFT.  CONTINUE ON THE HIGHWAY 0.2 MILE TO COLLEGE AND STATION
 CS2899'ON THE RIGHT.
 CS2899'
 CS2899'STATION MARKS ARE STANDARD DISKS, STAMPED W A J 2 1967.
 CS2899'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CS2899'WITH THE SURFACE OF GROUND.  IT IS 121.5 FEET NORTHWEST
 CS2899'OF THE NORTH CORNER OF BUILDING NO. 9 (SERVICE BUILDING),
 CS2899'157.3 FEET NORTH OF THE WEST CORNER OF BUILDING 8, 105 FEET
 CS2899'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 236 FEET NORTHEAST
 CS2899'OF A STREET, 295 FEET SOUTHWEST OF A STREET, AND 5 FEET
 CS2899'SOUTHEAST OF THE SOUTHEAST CURB OF THE STREET WHICH PARALLELS
 CS2899'THE HIGHWAY.  UNDERGROUND DISK IS SET IN A ROUND CONCRETE
 CS2899'POST ABOUT 8 INCHES IN DIAMETER AND IS 44 INCHES BELOW THE
 CS2899'SURFACE OF GROUND.
 CS2899'
 CS2899'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED W A J 2 NO 3 1967,
 CS2899'IS CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF CONCRETE.
 CS2899'IT IS 8 FEET SOUTHWEST IN PROLONGATION WITH THE SOUTHWEST
 CS2899'SIDE OF BLDG. 8, IN THE NORTHEAST END OF A WATER INLET AT
 CS2899'THE NORTHWEST CURB OF THE STREET WHICH PARALLELS THE HIGHWAY.
 CS2899'
 CS2899'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED W A J 2 NO 4 1967,
 CS2899'IS CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF CONCRETE.
 CS2899'IT IS 14 FEET SOUTHWEST IN PROLONGATION WITH THE NORTHEAST
 CS2899'SIDE OF BUILDING 8, 6 FEET SOUTH OF A STREET LIGHT, IN THE
 CS2899'NORTHWEST CURB OF THE STREET WHICH PARALLELS THE HIGHWAY.
 CS2899'
 CS2899'AZIMUTH MARK, A STANDARD DISK, STAMPED W A J 1947, IS SET
 CS2899'IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS2899'OF GROUND.  IT IS 49 FEET NORTHWEST OF THE CENTER LINE OF
 CS2899'HIGHWAY, 16 FEET NORTHEAST OF A POWER LINE POLE, 1 FOOT
 CS2899'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF
 CS2899'A METAL WITNESS POST.
 CS2899'
 CS2899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 CS2899'SOUTHWEST OF GRAPEVINE.
 CS2899
 CS2899                          STATION RECOVERY (1997)
 CS2899
 CS2899'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2899'RECOVERED IN GOOD CONDITION.
 CS2899
 CS2899                          STATION RECOVERY (2002)
 CS2899
 CS2899'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS2899'LOCATED WITNESS POST, BOTH REFERENCE MARKERS, AND AZIMUTH MARKER.
 CS2899'THERE WAS A HOLE WHERE THE MARKER SHOULD HAVE BEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0836 ***********************************************************************
 GK0836  DESIGNATION -  WAKA PERRYTON EQUITY ELEVATOR
 GK0836  PID         -  GK0836
 GK0836  STATE/COUNTY-  TX/OCHILTREE
 GK0836  USGS QUAD   -  WAKA (1973)
 GK0836
 GK0836                         *CURRENT SURVEY CONTROL
 GK0836  ___________________________________________________________________
 GK0836* NAD 83(1993)-  36 16 54.09497(N)    101 02 54.99001(W)     ADJUSTED  
 GK0836* NAVD 88     -                                                        
 GK0836  ___________________________________________________________________
 GK0836  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 GK0836  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GK0836
 GK0836  HORZ ORDER  -  THIRD
 GK0836
 GK0836.The horizontal coordinates were established by classical geodetic methods
 GK0836.and adjusted by the National Geodetic Survey in February 1996..
 GK0836
 GK0836
 GK0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0836
 GK0836.The geoid height was determined by GEOID03.
 GK0836
 GK0836;                    North         East     Units Scale Factor Converg.
 GK0836;SPC TX N     - 1,253,227.901   240,554.754   MT  1.00002443   +0 15 41.8
 GK0836;SPC TX N     - 4,111,631.87    789,220.06   sFT  1.00002443   +0 15 41.8
 GK0836;UTM  14      - 4,017,139.987   316,010.812   MT  1.00001711   -1 12 45.4
 GK0836
 GK0836                          SUPERSEDED SURVEY CONTROL
 GK0836
 GK0836  NAD 83(1993)-  36 16 54.09512(N)    101 02 54.99044(W) AD(       ) 4
 GK0836  NAD 83(1986)-  36 16 54.10160(N)    101 02 54.97602(W) AD(       ) 4
 GK0836  NAD 27      -  36 16 53.98700(N)    101 02 53.42100(W) AD(       ) 3
 GK0836
 GK0836.Superseded values are not recommended for survey control.
 GK0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0836.See file dsdata.txt to determine how the superseded data were derived.
 GK0836
 GK0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1601117140(NAD 83)
 GK0836_MARKER: 65 = GRAIN ELEVATOR
 GK0836
 GK0836  HISTORY     - Date     Condition        Report By
 GK0836  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0836
 GK0836                          STATION DESCRIPTION
 GK0836
 GK0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0836'THE PERRYTON EQUITY GRAIN ELEVATOR IS A LARGE, WHITE, CONCRETE
 GK0836'STRUCTURE CONSISTING OF CYLINDRICAL SHAPED TANKS THAT ARE 124
 GK0836'FEET IN HEIGHT.  THERE IS A SQUARE HEAD HOUSE ON TOP OF THE
 GK0836'TANKS THAT IS 27 FEET IN HEIGHT.  THE CENTER OF THE HEAD HOUSE
 GK0836'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1209 ***********************************************************************
 DM1209  DESIGNATION -  WAKE VILLAGE MUNICIPAL TANK
 DM1209  PID         -  DM1209
 DM1209  STATE/COUNTY-  TX/BOWIE
 DM1209  USGS QUAD   -  TEXARKANA (1975)
 DM1209
 DM1209                         *CURRENT SURVEY CONTROL
 DM1209  ___________________________________________________________________
 DM1209* NAD 83(1993)-  33 25 33.70390(N)    094 06 24.00320(W)     ADJUSTED  
 DM1209* NAVD 88     -                                                        
 DM1209  ___________________________________________________________________
 DM1209  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DM1209  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM1209
 DM1209  HORZ ORDER  -  THIRD
 DM1209
 DM1209.The horizontal coordinates were established by classical geodetic methods
 DM1209.and adjusted by the National Geodetic Survey in September 1999..
 DM1209
 DM1209
 DM1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1209
 DM1209.The geoid height was determined by GEOID03.
 DM1209
 DM1209;                    North         East     Units Scale Factor Converg.
 DM1209;SPC TXNC     - 2,203,638.649 1,008,424.084   MT  0.99989390   +2 23 46.0
 DM1209;SPC TXNC     - 7,229,771.13  3,308,471.35   sFT  0.99989390   +2 23 46.0
 DM1209;SPC AR S     -   486,239.257   204,095.592   MT  0.99997445   -1 10 44.7
 DM1209;SPC AR S     - 1,595,269.96    669,603.62   sFT  0.99997445   -1 10 44.7
 DM1209;UTM  15      - 3,699,065.533   397,116.891   MT  0.99973050   -0 36 34.8
 DM1209
 DM1209                          SUPERSEDED SURVEY CONTROL
 DM1209
 DM1209  NAD 83(1993)-  33 25 33.70853(N)    094 06 23.99946(W) AD(       ) 4
 DM1209  NAD 83(1993)-  33 25 33.70868(N)    094 06 23.99671(W) AD(       ) 4
 DM1209  NAD 83(1986)-  33 25 33.71079(N)    094 06 23.99028(W) AD(       ) 4
 DM1209  NAD 27      -  33 25 33.26600(N)    094 06 23.30300(W) AD(       ) 3
 DM1209
 DM1209.Superseded values are not recommended for survey control.
 DM1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1209.See file dsdata.txt to determine how the superseded data were derived.
 DM1209
 DM1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9711799066(NAD 83)
 DM1209_MARKER: 53 = ELEVATED TANK
 DM1209
 DM1209  HISTORY     - Date     Condition        Report By
 DM1209  HISTORY     - 1950     FIRST OBSERVED   CGS
 DM1209  HISTORY     - 1956     GOOD             CGS
 DM1209  HISTORY     - 19971025 GOOD             USPSQD
 DM1209
 DM1209                          STATION DESCRIPTION
 DM1209
 DM1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DM1209'THE WATER TANK IS LOCATED NEAR THE WEST EDGE OF WAKE VILLAGE
 DM1209'ABOUT 150 YARDS WEST OF THE WAKE VILLAGE CITY HALL.
 DM1209'
 DM1209'IT IS A 4-LEGGED STEEL STRUCTURE, 134 FEET HIGH, AND PAINTED
 DM1209'ALUMINUM.
 DM1209'
 DM1209'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE
 DM1209'ROOF.
 DM1209
 DM1209                          STATION RECOVERY (1956)
 DM1209
 DM1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1209'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1209'
 DM1209'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1209
 DM1209                          STATION RECOVERY (1997)
 DM1209
 DM1209'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0943 ***********************************************************************
 BY0943  DESIGNATION -  WAKEFIELD
 BY0943  PID         -  BY0943
 BY0943  STATE/COUNTY-  TX/POLK
 BY0943  USGS QUAD   -  WAKEFIELD (1980)
 BY0943
 BY0943                         *CURRENT SURVEY CONTROL
 BY0943  ___________________________________________________________________
 BY0943* NAD 83(1986)-  31 04 25.     (N)    094 49 33.     (W)     SCALED    
 BY0943* NAVD 88     -        88.21   (+/-2cm)     289.4    (feet)  VERTCON   
 BY0943  ___________________________________________________________________
 BY0943  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0943
 BY0943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0943
 BY0943.The horizontal coordinates were scaled from a topographic map and have
 BY0943.an estimated accuracy of +/- 6 seconds.
 BY0943
 BY0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0943.The vertical order pertains to the NGVD 29 superseded value.
 BY0943
 BY0943.The geoid height was determined by GEOID03.
 BY0943
 BY0943;                    North         East    Units  Estimated Accuracy
 BY0943;SPC TX C     - 3,168,970.    1,225,310.      MT  (+/- 180 meters Scaled)
 BY0943
 BY0943                          SUPERSEDED SURVEY CONTROL
 BY0943
 BY0943  NGVD 29 (??/??/92)   88.236  (m)          289.49   (f) ADJ UNCH    2 0
 BY0943
 BY0943.Superseded values are not recommended for survey control.
 BY0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0943.See file dsdata.txt to determine how the superseded data were derived.
 BY0943
 BY0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ258391(NAD 83)
 BY0943_MARKER: DD = SURVEY DISK
 BY0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0943_SP_SET: SQUARE CONCRETE POST
 BY0943_STAMPING: WAKEFIELD
 BY0943_MARK LOGO: USE   
 BY0943_PROJECTION: FLUSH
 BY0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0943+STABILITY: SURFACE MOTION
 BY0943
 BY0943  HISTORY     - Date     Condition        Report By
 BY0943  HISTORY     - 1949     MONUMENTED       USE
 BY0943
 BY0943                          STATION DESCRIPTION
 BY0943
 BY0943'DESCRIBED BY US ENGINEERS 1949
 BY0943'1.8 MI SE FROM WAKEFIELD.
 BY0943'0.5 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BY0943'RAILWAY STATION SIGN AT WAKEFIELD, THENCE 1.3 MILES SOUTH ALONG THE
 BY0943'OLD HIGHWAY (NOW A DIRT ROAD), 60.2 FEET SOUTH OF TRIANGULATION
 BY0943'STATION WAKEFIELD (C OF E), ON THE SOUTHEAST SLOPE OF A HILL, BETWEEN
 BY0943'THE OLD AND NEW HIGHWAY, 46.1 FEET SOUTHEAST OF THE SOUTHEAST LEG OF
 BY0943'THE WAKEFIELD FIRE TOWER, 46.0 FEET SOUTH OF THE CENTER LINE OF THE
 BY0943'EAST-WEST CONNECTING ROAD, 100.4 FEET SOUTHWEST OF REFERENCE MARK NO.
 BY0943'1, 4.0 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BY0943'POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0945 ***********************************************************************
 BY0945  DESIGNATION -  WAKEFIELD
 BY0945  PID         -  BY0945
 BY0945  STATE/COUNTY-  TX/POLK
 BY0945  USGS QUAD   -  WAKEFIELD (1980)
 BY0945
 BY0945                         *CURRENT SURVEY CONTROL
 BY0945  ___________________________________________________________________
 BY0945* NAD 83(1993)-  31 04 26.21962(N)    094 49 34.72535(W)     ADJUSTED  
 BY0945* NAVD 88     -        87.51   (+/-2cm)     287.1    (feet)  VERTCON   
 BY0945  ___________________________________________________________________
 BY0945  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 BY0945  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0945
 BY0945  HORZ ORDER  -  SECOND
 BY0945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0945
 BY0945.The horizontal coordinates were established by classical geodetic methods
 BY0945.and adjusted by the National Geodetic Survey in February 1996..
 BY0945
 BY0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0945.The vertical order pertains to the NGVD 29 superseded value.
 BY0945
 BY0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0945
 BY0945.The geoid height was determined by GEOID03.
 BY0945
 BY0945;                    North         East     Units Scale Factor Converg.
 BY0945;SPC TX C     - 3,169,008.703 1,225,261.310   MT  0.99988254   +2 50 11.2
 BY0945;SPC TX C     -10,396,989.39  4,019,878.15   sFT  0.99988254   +2 50 11.2
 BY0945;UTM  15      - 3,439,231.021   325,769.932   MT  0.99997445   -0 56 34.4
 BY0945
 BY0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0945!SPC TX C     -   0.99999059  x   0.99988254  =   0.99987313
 BY0945!UTM  15      -   0.99999059  x   0.99997445  =   0.99996504
 BY0945
 BY0945|---------------------------------------------------------------------|
 BY0945| PID    Reference Object                     Distance      Geod. Az  |
 BY0945|                                                           dddmmss.s |
 BY0945| BY0944 WAKEFIELD RM 1                       30.602 METERS 06642     |
 BY0945| BY2595 WAKEFIELD AZ MK                                    1235258.9 |
 BY0945| BL2156 CORRIGAN MUNICIPAL TANK             APPROX. 8.4 KM 1801307.7 |
 BY0945| BY2659 WAKEFIELD LOOKOUT TOWER 1949         18.507 METERS 29919     |
 BY0945| BY2660 WAKEFIELD USE 1949                   18.327 METERS 30258     |
 BY0945|---------------------------------------------------------------------|
 BY0945
 BY0945                          SUPERSEDED SURVEY CONTROL
 BY0945
 BY0945  NAD 83(1986)-  31 04 26.23102(N)    094 49 34.71319(W) AD(       ) 2
 BY0945  NAD 27      -  31 04 25.55100(N)    094 49 33.96200(W) AD(       ) 2
 BY0945  NGVD 29 (??/??/92)   87.536  (m)          287.19   (f) ADJ UNCH    2 0
 BY0945
 BY0945.Superseded values are not recommended for survey control.
 BY0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0945.See file dsdata.txt to determine how the superseded data were derived.
 BY0945
 BY0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2577039231(NAD 83)
 BY0945_MARKER: DS = TRIANGULATION STATION DISK
 BY0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0945_STAMPING: WAKEFIELD 1949
 BY0945_MARK LOGO: CGS   
 BY0945_PROJECTION: FLUSH
 BY0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0945+STABILITY: SURFACE MOTION
 BY0945
 BY0945  HISTORY     - Date     Condition        Report By
 BY0945  HISTORY     - 1949     MONUMENTED       CGS
 BY0945
 BY0945                          STATION DESCRIPTION
 BY0945
 BY0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY0945'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF CORRIGAN AT
 BY0945'THE SITE OF THE WAKEFIELD LOOKOUT TOWER.  IT IS 46 FEET
 BY0945'SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 4.5 FEET WEST
 BY0945'OF A WITNESS POST.  IT IS STAMPED WAKEFIELD 1949 AND IS
 BY0945'SET FLUSH WITH THE GROUND.
 BY0945'
 BY0945'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF A WOODS, 21
 BY0945'FEET NORTH OF THE CENTER OF THE ROAD.  IT IS STAMPED WAKEFIELD
 BY0945'NO 1 1949 AND PROJECTS 6 INCHES.
 BY0945'
 BY0945'REFERENCE MARK NO. 2 IS THE U.S. ENGINEER DEPARTMENT MARK
 BY0945'THAT IS LOCATED UNDER THE TEXAS STATE FOREST SERVICE LOOKOUT
 BY0945'TOWER.  IT IS A STANDARD U.S.E.D. DISK, STAMPED WAKEFIELD,
 BY0945'SET IN A 10-INCH SQUARE BLOCK OF CONCRETE THAT IS FLUSH
 BY0945'WITH THE GROUND.
 BY0945'
 BY0945'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTHEAST OF THE STATION,
 BY0945'15 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND 2 FEET
 BY0945'SOUTH OF A WITNESS POST.  IT IS STAMPED WAKEFIELD 1949 AND
 BY0945'PROJECTS 5 INCHES ABOVE THE GROUND.
 BY0945'
 BY0945'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BY0945'59 AND 287 AT SOUTH EDGE OF CORRIGAN, GO NORTH ON U.S. HIGHWAY
 BY0945'59 FOR 5.1 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 BY0945'GO WEST ON GRADED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 BY0945'ON THE RIGHT.  THENCE CONTINUE WEST FOR 0.3 MILE TO THE
 BY0945'LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 BY0945'
 BY0945'A 100 FOOT SIGNAL AT GRANVILLE (USED) IS VISIBLE AT 77 FEET.
 BY0945'
 BY0945'A 113 FOOT SIGNAL AT FAIRVIEW IS VISIBLE AT 77 FEET.
 BY0945'
 BY0945'A 74 FOOT SIGNAL AT DIBOLL (USED) IS VISIBLE AT 77 FEET.
 BY0945'
 BY0945'A 113 FOOT SIGNAL AT CYPRESS LAKE IS VISIBLE AT 77 FEET.
 BY0945'
 BY0945'A 74 FOOT SIGNAL AT WOLF HILL IS VISIBLE AT 77 FEET.
 BY0945'
 BY0945'AN 87 FOOT SIGNAL AT TRAM (USED) IS VISIBLE AT 77 FEET.
 BY0945'
 BY0945'A 110 FOOT SIGNAL AT BARNUM IS VISIBLE AT 77 FEET.
 BY0945'
 BY0945'A 100 FOOT SIGNAL AT CAMDEN LOOKOUT 1935 IS VISIBLE AT 64 FEET.
 BY0945'
 BY0945'A 74 FOOT SIGNAL AT CORRIGAN IS VISIBLE AT 77 FEET.
 BY0945'
 BY0945'A 100 FOOT SIGNAL AT MOSCOW IS VISIBLE AT 77 FEET.
 BY0945'
 BY0945'A 74 FOOT SIGNAL AT TREVAT IS VISIBLE AT 77 FEET.
 BY0945'
 BY0945'A 100 FOOT SIGNAL AT MT ZION IS VISIBLE AT 90 FEET.
 BY0945'
 BY0945'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0946 ***********************************************************************
 BY0946  DESIGNATION -  WAKEFIELD AZ MK
 BY0946  PID         -  BY0946
 BY0946  STATE/COUNTY-  TX/POLK
 BY0946  USGS QUAD   -  WAKEFIELD (1980)
 BY0946
 BY0946                         *CURRENT SURVEY CONTROL
 BY0946  ___________________________________________________________________
 BY0946* NAD 83(1986)-  31 04 19.     (N)    094 49 26.     (W)     SCALED    
 BY0946* NAVD 88     -        72.75   (+/-2cm)     238.7    (feet)  VERTCON   
 BY0946  ___________________________________________________________________
 BY0946  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0946
 BY0946  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0946
 BY0946.The horizontal coordinates were scaled from a topographic map and have
 BY0946.an estimated accuracy of +/- 6 seconds.
 BY0946
 BY0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0946.The vertical order pertains to the NGVD 29 superseded value.
 BY0946
 BY0946.The geoid height was determined by GEOID03.
 BY0946
 BY0946;                    North         East    Units  Estimated Accuracy
 BY0946;SPC TX C     - 3,168,800.    1,225,500.      MT  (+/- 180 meters Scaled)
 BY0946
 BY0946                          SUPERSEDED SURVEY CONTROL
 BY0946
 BY0946  NGVD 29 (??/??/92)   72.782  (m)          238.79   (f) ADJ UNCH    2 0
 BY0946
 BY0946.Superseded values are not recommended for survey control.
 BY0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0946.See file dsdata.txt to determine how the superseded data were derived.
 BY0946
 BY0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ259390(NAD 83)
 BY0946_MARKER: DD = SURVEY DISK
 BY0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0946_STAMPING: AZIMUTH
 BY0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0946+STABILITY: SURFACE MOTION
 BY0946
 BY0946  HISTORY     - Date     Condition        Report By
 BY0946  HISTORY     - UNK      MONUMENTED       DOD
 BY0946  HISTORY     - 1949     GOOD             NGS
 BY0946
 BY0946                          STATION DESCRIPTION
 BY0946
 BY0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0946'2.0 MI SE FROM WAKEFIELD.
 BY0946'0.5 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BY0946'RAILWAY STATION SIGN AT WAKEFIELD, THENCE 1.3 MILE SOUTH ALONG THE OLD
 BY0946'HIGHWAY (NOW A DIRT ROAD), THENCE 0.2 MILE SOUTHEAST ALONG A DIRT
 BY0946'CONNECTING ROAD BETWEEN THE OLD AND NEW HIGHWAYS, 1105.0 FEET
 BY0946'SOUTHEAST OF TRIANGULATION STATION WAKEFIELD (C OF E), 219.0 FEET
 BY0946'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 219.0 FEET SOUTHWEST OF A
 BY0946'POINT 510.0 FEET NORTHWEST OF U.S.C. AND G.S. AZIMUTH MARK WAKEFIELD
 BY0946'1949, 32.6 FEET SOUTHEAST OF A 4-INCH PINE WITH A TRIANGULAR BLAZE ON
 BY0946'THE SOUTH SIDD OF THE TREE, 24.5 FEET EAST OF A 6-INCH PINE WITH A
 BY0946'TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE TREE, 37.4 FEET
 BY0946'NORTHWEST OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHWEST
 BY0946'SIDE OF THE TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BY0946'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2659 ***********************************************************************
 BY2659  DESIGNATION -  WAKEFIELD LOOKOUT TOWER 1949
 BY2659  PID         -  BY2659
 BY2659  STATE/COUNTY-  TX/POLK
 BY2659  USGS QUAD   -  WAKEFIELD (1980)
 BY2659
 BY2659                         *CURRENT SURVEY CONTROL
 BY2659  ___________________________________________________________________
 BY2659* NAD 83(1993)-  31 04 26.51384(N)    094 49 35.33411(W)     ADJUSTED  
 BY2659* NAVD 88     -                                                        
 BY2659  ___________________________________________________________________
 BY2659  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 BY2659  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY2659
 BY2659  HORZ ORDER  -  THIRD
 BY2659
 BY2659.The horizontal coordinates were established by classical geodetic methods
 BY2659.and adjusted by the National Geodetic Survey in February 1996..
 BY2659
 BY2659
 BY2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2659
 BY2659.The geoid height was determined by GEOID03.
 BY2659
 BY2659;                    North         East     Units Scale Factor Converg.
 BY2659;SPC TX C     - 3,169,016.954 1,225,244.746   MT  0.99988254   +2 50 10.9
 BY2659;SPC TX C     -10,397,016.46  4,019,823.80   sFT  0.99988254   +2 50 10.9
 BY2659;UTM  15      - 3,439,240.346   325,753.947   MT  0.99997452   -0 56 34.7
 BY2659
 BY2659                          SUPERSEDED SURVEY CONTROL
 BY2659
 BY2659  NAD 83(1986)-  31 04 26.52524(N)    094 49 35.32193(W) AD(       ) 4
 BY2659  NAD 27      -  31 04 25.84500(N)    094 49 34.57100(W) AD(       ) 3
 BY2659
 BY2659.Superseded values are not recommended for survey control.
 BY2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2659.See file dsdata.txt to determine how the superseded data were derived.
 BY2659
 BY2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2575439240(NAD 83)
 BY2659_MARKER: 57 = LOOKOUT TOWER
 BY2659
 BY2659  HISTORY     - Date     Condition        Report By
 BY2659  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2659
 BY2659                          STATION DESCRIPTION
 BY2659
 BY2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2659'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF CORRIGAN,
 BY2659'0.35 MILE WEST OF U.S. HIGHWAY 59 AND IS SITUATED IN A SMALL
 BY2659'CLEARING OF TIMBER LAND.
 BY2659'
 BY2659'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A HOUSE AT
 BY2659'THE TOP.  THE HOUSE HAS A PYRAMIDAL ROOF AND ITS OVERALL
 BY2659'HEIGHT IS ABOUT 110 FEET.
 BY2659'
 BY2659'THE POINT OBSERVED UPON WAS THE PEAK OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0944 ***********************************************************************
 BY0944  DESIGNATION -  WAKEFIELD RM 1
 BY0944  PID         -  BY0944
 BY0944  STATE/COUNTY-  TX/POLK
 BY0944  USGS QUAD   -  WAKEFIELD (1980)
 BY0944
 BY0944                         *CURRENT SURVEY CONTROL
 BY0944  ___________________________________________________________________
 BY0944* NAD 83(1986)-  31 04 26.     (N)    094 49 34.     (W)     SCALED    
 BY0944* NAVD 88     -        87.50   (+/-2cm)     287.1    (feet)  VERTCON   
 BY0944  ___________________________________________________________________
 BY0944  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0944
 BY0944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0944
 BY0944.The horizontal coordinates were scaled from a topographic map and have
 BY0944.an estimated accuracy of +/- 6 seconds.
 BY0944
 BY0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0944.The vertical order pertains to the NGVD 29 superseded value.
 BY0944
 BY0944.The geoid height was determined by GEOID03.
 BY0944
 BY0944;                    North         East    Units  Estimated Accuracy
 BY0944;SPC TX C     - 3,169,000.    1,225,280.      MT  (+/- 180 meters Scaled)
 BY0944
 BY0944                          SUPERSEDED SURVEY CONTROL
 BY0944
 BY0944  NGVD 29 (??/??/92)   87.523  (m)          287.15   (f) ADJ UNCH    2 0
 BY0944
 BY0944.Superseded values are not recommended for survey control.
 BY0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0944.See file dsdata.txt to determine how the superseded data were derived.
 BY0944
 BY0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ257392(NAD 83)
 BY0944_MARKER: DR = REFERENCE MARK DISK
 BY0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0944_STAMPING: WAKEFIELD NO.1 1949
 BY0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0944+STABILITY: SURFACE MOTION
 BY0944
 BY0944  HISTORY     - Date     Condition        Report By
 BY0944  HISTORY     - 1949     MONUMENTED       CGS
 BY0944
 BY0944                          STATION DESCRIPTION
 BY0944
 BY0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0944'1.8 MI SE FROM WAKEFIELD.
 BY0944'0.5 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BY0944'RAILWAY STATION SIGN AT WAKEFIELD, THENCE 1.3 MILES SOUTH ALONG THE
 BY0944'OLD HIGHWAY (NOW A DIRT ROAD), NEAR THE TOP OF A HILL, BETWEEN THE OLD
 BY0944'AND NEW HIGHWAYS, 100.4 FEET NORTHEAST OF TRIANGULATION STATION
 BY0944'WAKEFIELD 1949, 21.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 BY0944'CONNECTING ROAD, 7.7 FEET WEST OF AN 8-INCH OAK TREE, SET IN THE TOP
 BY0944'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2660 ***********************************************************************
 BY2660  DESIGNATION -  WAKEFIELD USE 1949
 BY2660  PID         -  BY2660
 BY2660  STATE/COUNTY-  TX/POLK
 BY2660  USGS QUAD   -  WAKEFIELD (1980)
 BY2660
 BY2660                         *CURRENT SURVEY CONTROL
 BY2660  ___________________________________________________________________
 BY2660* NAD 83(1993)-  31 04 26.54345(N)    094 49 35.30539(W)     ADJUSTED  
 BY2660* NAVD 88     -        88.25   (+/-2cm)     289.5    (feet)  VERTCON   
 BY2660  ___________________________________________________________________
 BY2660  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 BY2660  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY2660
 BY2660  HORZ ORDER  -  SECOND
 BY2660  VERT ORDER  -  THIRD ? (See Below)
 BY2660
 BY2660.The horizontal coordinates were established by classical geodetic methods
 BY2660.and adjusted by the National Geodetic Survey in February 1996..
 BY2660
 BY2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2660.The vertical order pertains to the NGVD 29 superseded value.
 BY2660
 BY2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2660
 BY2660.The geoid height was determined by GEOID03.
 BY2660
 BY2660;                    North         East     Units Scale Factor Converg.
 BY2660;SPC TX C     - 3,169,017.902 1,225,245.461   MT  0.99988254   +2 50 10.9
 BY2660;SPC TX C     -10,397,019.57  4,019,826.15   sFT  0.99988254   +2 50 10.9
 BY2660;UTM  15      - 3,439,241.245   325,754.723   MT  0.99997452   -0 56 34.7
 BY2660
 BY2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2660!SPC TX C     -   0.99999047  x   0.99988254  =   0.99987301
 BY2660!UTM  15      -   0.99999047  x   0.99997452  =   0.99996499
 BY2660
 BY2660                          SUPERSEDED SURVEY CONTROL
 BY2660
 BY2660  NAD 83(1986)-  31 04 26.55485(N)    094 49 35.29322(W) AD(       ) 2
 BY2660  NAD 27      -  31 04 25.87500(N)    094 49 34.54200(W) AD(       ) 2
 BY2660  NGVD 29 (07/19/86)   88.28   (m)          289.6    (f) LEVELING    3  
 BY2660
 BY2660.Superseded values are not recommended for survey control.
 BY2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2660.See file dsdata.txt to determine how the superseded data were derived.
 BY2660
 BY2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2575539241(NAD 83)
 BY2660_MARKER: DD = SURVEY DISK
 BY2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BY2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2660+STABILITY: SURFACE MOTION
 BY2660
 BY2660  HISTORY     - Date     Condition        Report By
 BY2660  HISTORY     - 1949     MONUMENTED       USE
 BY2660
 BY2660                          STATION DESCRIPTION
 BY2660
 BY2660'DESCRIBED BY US ENGINEERS 1949
 BY2660'REFERENCE MARK NO. 2 IS THE U.S. ENGINEER DEPARTMENT MARK
 BY2660'THAT IS LOCATED UNDER THE TEXAS STATE FOREST SERVICE LOOKOUT
 BY2660'TOWER.  IT IS A STANDARD U.S.E.D. DISK, STAMPED WAKEFIELD,
 BY2660'SET IN A 10-INCH SQUARE BLOCK OF CONCRETE THAT IS FLUSH
 BY2660'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1222 ***********************************************************************
 AH1222  DESIGNATION -  WALBOLT
 AH1222  PID         -  AH1222
 AH1222  STATE/COUNTY-  TX/NUECES
 AH1222  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1222
 AH1222                         *CURRENT SURVEY CONTROL
 AH1222  ___________________________________________________________________
 AH1222* NAD 83(1993)-  27 41 34.28172(N)    097 09 46.29972(W)     ADJUSTED  
 AH1222* NAVD 88     -         4.466  (meters)      14.65   (feet)  ADJUSTED  
 AH1222  ___________________________________________________________________
 AH1222  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AH1222  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AH1222  DYNAMIC HT  -           4.460 (meters)      14.63  (feet)  COMP
 AH1222  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 AH1222
 AH1222  HORZ ORDER  -  THIRD
 AH1222  VERT ORDER  -  FIRST     CLASS II
 AH1222
 AH1222.The horizontal coordinates were established by classical geodetic methods
 AH1222.and adjusted by the National Geodetic Survey in February 1996..
 AH1222
 AH1222.The orthometric height was determined by differential leveling
 AH1222.and adjusted by the National Geodetic Survey in December 1997..
 AH1222
 AH1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1222
 AH1222.The geoid height was determined by GEOID03.
 AH1222
 AH1222.The dynamic height is computed by dividing the NAVD 88
 AH1222.geopotential number by the normal gravity value computed on the
 AH1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1222.degrees latitude (g = 980.6199 gals.).
 AH1222
 AH1222.The modeled gravity was interpolated from observed gravity values.
 AH1222
 AH1222;                    North         East     Units Scale Factor Converg.
 AH1222;SPC TX S     - 5,225,189.087   431,887.760   MT  0.99996745   +0 36 25.5
 AH1222;SPC TX S     -17,142,974.53  1,416,951.76   sFT  0.99996745   +0 36 25.5
 AH1222;UTM  14      - 3,064,529.267   681,159.472   MT  1.00000510   +0 51 14.4
 AH1222
 AH1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1222!SPC TX S     -   1.00000338  x   0.99996745  =   0.99997083
 AH1222!UTM  14      -   1.00000338  x   1.00000510  =   1.00000848
 AH1222
 AH1222:                Primary Azimuth Mark                     Grid Az
 AH1222:SPC TX S     -  CRANE                                    203 57 27.4
 AH1222:UTM  14      -  CRANE                                    203 42 38.5
 AH1222
 AH1222|---------------------------------------------------------------------|
 AH1222| PID    Reference Object                     Distance      Geod. Az  |
 AH1222|                                                           dddmmss.s |
 AH1222| AH1224 CRANE                               APPROX. 4.7 KM 2043352.9 |
 AH1222|---------------------------------------------------------------------|
 AH1222
 AH1222                          SUPERSEDED SURVEY CONTROL
 AH1222
 AH1222  NAD 83(1986)-  27 41 34.29103(N)    097 09 46.27436(W) AD(       ) 3
 AH1222  NAD 27      -  27 41 33.16434(N)    097 09 45.31406(W) AD(       ) 3
 AH1222  NAVD 88 (08/21/98)    4.47   (m)           14.7    (f) LEVELING    3  
 AH1222
 AH1222.Superseded values are not recommended for survey control.
 AH1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1222.See file dsdata.txt to determine how the superseded data were derived.
 AH1222
 AH1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8115964529(NAD 83)
 AH1222_MARKER: DE = TRAVERSE STATION DISK
 AH1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1222_STAMPING: WALBOLT 1968
 AH1222_MARK LOGO: CGS   
 AH1222_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1222+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH1222
 AH1222  HISTORY     - Date     Condition        Report By
 AH1222  HISTORY     - 1968     MONUMENTED       CGS
 AH1222  HISTORY     - 1969     GOOD             CGS
 AH1222  HISTORY     - 1977     GOOD             NGS
 AH1222  HISTORY     - 1985     GOOD             NOS
 AH1222  HISTORY     - 1989     GOOD             USPSQD
 AH1222  HISTORY     - 19891019 GOOD             NOS
 AH1222  HISTORY     - 19970204 GOOD             NGS
 AH1222
 AH1222                          STATION DESCRIPTION
 AH1222
 AH1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1222'STATION IS LOCATED ON A GRASS COVERED DUNE (LARGEST IN VICINITY)
 AH1222'ABOUT 11.0 MILES SOUTH SOUTHWEST OF PORT ARANSAS ON MUSTANG
 AH1222'ISLAND.  STATION MARK IS ABOUT 500 FEET EAST NORTHEAST OF
 AH1222'A WINDMILL, 69.5 FEET EAST OF CENTERLINE OF ALLISTER ROAD
 AH1222'(PARK ROAD 53), 9.2 FEET EAST OF A WIRE FENCE AND 3.3 FEET
 AH1222'SOUTHEAST OF A 4 X 4 INCH WITNESS POST.  STATION MARK IS
 AH1222'A STANDARD TRAVERSE DISK STAMPED WALBOLT 1968 CEMENTED INTO
 AH1222'THE TOP OF A 2 INCH DIAMETER GALVANIZED-IRON PIPE, 8 FEET
 AH1222'LONG, EMBEDDED IN CONCRETE AND PROJECTING 1 FOOT ABOVE THE
 AH1222'SURFACE OF THE GROUND.
 AH1222'
 AH1222'TO REACH THE STATION FROM THE WATER TANK IN PORT ARANSAS,
 AH1222'GO NORTHWEST ON A SIDE STREET FOR 0.1 MILE.  TURN LEFT AND
 AH1222'GO SOUTHWEST ON ALLISTER ROAD (PARK ROAD 53) FOR 11.3 MILES
 AH1222'TO STATION ON LEFT.
 AH1222
 AH1222                          STATION RECOVERY (1969)
 AH1222
 AH1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1222'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AH1222'BY J.K.W. IN 1968.  THE DESCRIPTION AND ROUTE PROCEEDING
 AH1222'TO STATION ARE ADEQUATE FOR RECOVERY.
 AH1222'
 AH1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 AH1222'SOUTHWEST OF PORT ARANSAS
 AH1222
 AH1222                          STATION RECOVERY (1977)
 AH1222
 AH1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1222'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AH1222'
 AH1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES ESE OF
 AH1222'CORPUS CHRISTI.
 AH1222
 AH1222                          STATION RECOVERY (1985)
 AH1222
 AH1222'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (JGF)
 AH1222'THE STATION WAS RECOVERED AT THIS DATE.
 AH1222'THE STATION WAS RECOVERED BY AMC PERSONNEL IN 1985.
 AH1222'
 AH1222'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH1222'RECOVERED BY JGF.
 AH1222
 AH1222                          STATION RECOVERY (1989)
 AH1222
 AH1222'RECOVERY NOTE BY US POWER SQUADRON 1989 (VLH)
 AH1222'RECOVERED IN GOOD CONDITION.
 AH1222
 AH1222                          STATION RECOVERY (1989)
 AH1222
 AH1222'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1222'THE STATION WAS RECOVERED AS DESCRIBED.  THE GEODETIC POSITION WAS
 AH1222'VERIFIED AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1222
 AH1222                          STATION RECOVERY (1997)
 AH1222
 AH1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1222'17.9 KM (11.10 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY
 AH1222'361 FROM THE POST OFFICE IN PORT ARANSAS, 21.4 M (70.2 FT) EAST OF THE
 AH1222'HIGHWAY CENTER, 2.9 M (9.5 FT) EAST OF A FENCE, 2.0 M (6.6 FT) ABOVE
 AH1222'THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST.
 AH1222'NOTE--THE DISK IS AFFIXED TO A 3-INCH METAL PIPE AND PROJECTS 0.5 M
 AH1222'(1.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0785 ***********************************************************************
 CC0785  DESIGNATION -  WALDRON
 CC0785  PID         -  CC0785
 CC0785  STATE/COUNTY-  TX/WINKLER
 CC0785  USGS QUAD   -  WINK SOUTH (1981)
 CC0785
 CC0785                         *CURRENT SURVEY CONTROL
 CC0785  ___________________________________________________________________
 CC0785* NAD 83(1993)-  31 44 38.08733(N)    103 14 38.79804(W)     ADJUSTED  
 CC0785* NAVD 88     -       866.4    (meters)    2843.     (feet)  VERTCON   
 CC0785  ___________________________________________________________________
 CC0785  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 CC0785  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CC0785
 CC0785  HORZ ORDER  -  SECOND
 CC0785
 CC0785.The horizontal coordinates were established by classical geodetic methods
 CC0785.and adjusted by the National Geodetic Survey in February 1996..
 CC0785
 CC0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0785
 CC0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0785
 CC0785.The geoid height was determined by GEOID03.
 CC0785
 CC0785;                    North         East     Units Scale Factor Converg.
 CC0785;SPC TX C     - 3,233,889.312   424,230.772   MT  0.99996552   -1 29 57.2
 CC0785;SPC TX C     -10,609,851.85  1,391,830.46   sFT  0.99996552   -1 29 57.2
 CC0785;UTM  13      - 3,513,392.103   666,324.169   MT  0.99994119   +0 55 26.5
 CC0785
 CC0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0785!SPC TX C     -   0.99986781  x   0.99996552  =   0.99983334
 CC0785!UTM  13      -   0.99986781  x   0.99994119  =   0.99980901
 CC0785
 CC0785|---------------------------------------------------------------------|
 CC0785| PID    Reference Object                     Distance      Geod. Az  |
 CC0785|                                                           dddmmss.s |
 CC0785| CH9853 WALDRON RM 1                         49.561 METERS 05835     |
 CC0785| CH9852 WALDRON AZ MK                                      0761720.6 |
 CC0785| CC0778 FORT WORTH EL PASO AWY BCN 19       APPROX.36.4 KM 0764914.5 |
 CC0785| CC0780 WINK MUNICIPAL TANK                 APPROX. 8.5 KM 0785054.3 |
 CC0785| CC0783 UNIVERSITY OF TEXAS LAND COR         44.842 METERS 16113     |
 CC0785| CC0793 FORT WORTH EL PASO AWY BCN 17       APPROX.11.5 KM 2890141.7 |
 CC0785|---------------------------------------------------------------------|
 CC0785
 CC0785                          SUPERSEDED SURVEY CONTROL
 CC0785
 CC0785  NAD 83(1993)-  31 44 38.08974(N)    103 14 38.79345(W) AD(       ) 2
 CC0785  NAD 83(1986)-  31 44 38.08983(N)    103 14 38.79327(W) AD(       ) 2
 CC0785  NAD 27      -  31 44 37.62700(N)    103 14 37.18200(W) AD(       ) 2
 CC0785  NGVD 29 (07/19/86)  866.0    (m)         2841.     (f) VERT ANG       
 CC0785
 CC0785.Superseded values are not recommended for survey control.
 CC0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0785.See file dsdata.txt to determine how the superseded data were derived.
 CC0785
 CC0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR6632413392(NAD 83)
 CC0785_MARKER: DS = TRIANGULATION STATION DISK
 CC0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0785
 CC0785  HISTORY     - Date     Condition        Report By
 CC0785  HISTORY     - 1935     MONUMENTED       CGS
 CC0785  HISTORY     - 1938     GOOD             TXHD
 CC0785  HISTORY     - 1943     GOOD             CGS
 CC0785  HISTORY     - 1944     GOOD             LOCENG
 CC0785  HISTORY     - 1947     GOOD             PHILIP
 CC0785  HISTORY     - 1967     GOOD             CGS
 CC0785  HISTORY     - 1968     GOOD             CGS
 CC0785  HISTORY     - 20030907 MARK NOT FOUND   INDIV
 CC0785
 CC0785                          STATION DESCRIPTION
 CC0785
 CC0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0785'STATION IS 5-1/2 MILES AIR LINE W OF WINK, LOCATED IN SEC. 8,
 CC0785'UNIVERSITY CORNER BLOCK 21, ON A HIGH, BROAD, N-S PASTURE
 CC0785'RIDGE WHICH RISES TO THE N, 192 FEET N OF THE CENTER LINE OF
 CC0785'THE WINK-MENTONE ROAD, 0.6 MILE W OF POINT WHERE TELEPHONE
 CC0785'LINE CROSSES ROAD.  THE MARK PROJECTS 3 INCHES.
 CC0785'
 CC0785'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND AZIMUTH MARK
 CC0785'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 CC0785'
 CC0785'REFERENCE MARK NO. 1 IS E OF STATION, 190 FEET N OF CENTER
 CC0785'LINE OF ROAD, AND PROJECTS 4 INCHES.
 CC0785'
 CC0785'UNIVERSITY CORNER MARKER, USED AS REFERENCE MARK NO. 2, IS
 CC0785'S OF THE STATION AND 45 FEET N OF THE CENTER LINE OF ROAD.
 CC0785'IT CONSISTS OF A CYLINDRICAL CONCRETE POST 6 INCHES IN DIAMETER,
 CC0785'PROJECTING 24 INCHES.
 CC0785'
 CC0785'AZIMUTH MARK IS ESE OF STATION, 30 FEET S OF THE CENTER
 CC0785'LINE OF THE WINK-MENTONE ROAD, AND PROJECTS 4 INCHES.
 CC0785'
 CC0785'STATION IS REACHED FROM WINK BY DRIVING NORTHERLY ON AN
 CC0785'OILED ROAD FOR 0.6 MILE FROM PALMER AND SONS GROCERY TO THE
 CC0785'N END OF AN ENCLOSED AREA.  TURN LEFT AND DRIVE NORTHERLY
 CC0785'ON A HARD DIRT ROAD FOR 0.4 MILE TO AN OILED HIGHWAY.
 CC0785'DRIVE DUE W ON THIS OILED ROAD FOR 4.2 MILES, PASSING A
 CC0785'RADIO RANGE AT 2.0 MILES, TO A POINT WHERE A TELEPHONE LINE
 CC0785'CROSSES THE ROAD.  THE AZIMUTH MARK IS ON THE S SIDE OF THE
 CC0785'ROAD AT THIS POINT.  CONTINUE ON MAIN ROAD FOR 0.6 MILE TO
 CC0785'TOP OF RIDGE, UNIVERSITY CORNER, AND STATION.
 CC0785'
 CC0785'A 50-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 CC0785
 CC0785                          STATION RECOVERY (1938)
 CC0785
 CC0785'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0785'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  WALDRON
 CC0785
 CC0785                          STATION RECOVERY (1943)
 CC0785
 CC0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 CC0785'ORIGINAL DESCRIPTION SUFFICES WITH THE EXCEPTION OF TELEPHONE
 CC0785'LINE CROSSING.  STATION IS 2.6 MILES FROM RADIO RANGE AND
 CC0785'ALL MARKS WERE IN GOOD CONDITION.
 CC0785
 CC0785                          STATION RECOVERY (1944)
 CC0785
 CC0785'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (LMW)
 CC0785'STATION RECOVERED BY ROBERT H. RAY INC.
 CC0785'
 CC0785'DESCRIPTION AS GIVEN FOR REACHING STATION IS SATISFACTORY.
 CC0785'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  NO
 CC0785'ATTEMPT MADE TO RECOVER AZIMUTH MARK.
 CC0785
 CC0785                          STATION RECOVERY (1947)
 CC0785
 CC0785'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0785'STATION MARK, STAMPED WALDRON 1935, AND BOTH REFERENCE MARKS
 CC0785'ARE IN PERFECT CONDITION.  AZIMUTH MARK WAS NOT SEARCHED FOR.
 CC0785
 CC0785                          STATION RECOVERY (1967)
 CC0785
 CC0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ADL)
 CC0785'STATION RECOVERED.
 CC0785'
 CC0785'TO REACH--FROM WINK, TEXAS GO NW 1.5 MILES ALONG FARM ROAD
 CC0785'1232 FROM ITS JUNCTION WITH STATE HWY 115, THEN TURN LEFT ALONG
 CC0785'GRADED ROAD FOR 3.8 MILES TO A PIPE LINE CROSSING.  STATION IS
 CC0785'192 FT. N OF ROAD AND 75 FT W OF THE PIPE LINE.
 CC0785'
 CC0785'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WINK, 4
 CC0785'MILES NW.
 CC0785
 CC0785                          STATION RECOVERY (1968)
 CC0785
 CC0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RAP)
 CC0785'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE
 CC0785'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CC0785'
 CC0785'A NEW TO REACH FOLLOWS--
 CC0785'
 CC0785'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1232
 CC0785'AND 115, IN WINK, GO NORTHWEST ON HIGHWAY 1232 FOR 1.4 MILES
 CC0785'TO A CROSSROAD.  TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD
 CC0785'FOR 3.1 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CC0785'WESTERLY FOR 0.6 MILE TO A METAL GATE AND THE STATION ON THE
 CC0785'RIGHT.
 CC0785'
 CC0785'NOTE--THE METAL GATE IS ABOUT 200 FEET SOUTHEAST OF THE
 CC0785'STATION MARK AND IS LOCKED.  THE PROPERTY OWNER WAS NOT
 CC0785'CONTACTED.
 CC0785'
 CC0785'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CC0785'WEST OF WINK, TEXAS
 CC0785
 CC0785                          STATION RECOVERY (2003)
 CC0785
 CC0785'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0785'FOUND REF.1 AND UNIVERSITY REF.
 CC0785'SUSPECT STATION WAS IN PIPE LINE RIGHT AWAY AND IS MISSING.
 CC0785'AZIMUTH IS MISSING DUE TO ROAD BEING WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1148 ***********************************************************************
 CA1148  DESIGNATION -  WALES
 CA1148  PID         -  CA1148
 CA1148  STATE/COUNTY-  TX/CONCHO
 CA1148  USGS QUAD   -  MILLERSVIEW SW (1967)
 CA1148
 CA1148                         *CURRENT SURVEY CONTROL
 CA1148  ___________________________________________________________________
 CA1148* NAD 83(1993)-  31 18 41.04574(N)    099 57 34.33484(W)     ADJUSTED  
 CA1148* NAVD 88     -       632.0    (meters)    2073.     (feet)  VERTCON   
 CA1148  ___________________________________________________________________
 CA1148  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CA1148  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CA1148
 CA1148  HORZ ORDER  -  SECOND
 CA1148
 CA1148.The horizontal coordinates were established by classical geodetic methods
 CA1148.and adjusted by the National Geodetic Survey in February 1996..
 CA1148
 CA1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1148
 CA1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1148
 CA1148.The geoid height was determined by GEOID03.
 CA1148
 CA1148;                    North         East     Units Scale Factor Converg.
 CA1148;SPC TX C     - 3,182,388.219   735,578.810   MT  0.99989632   +0 11 33.1
 CA1148;SPC TX C     -10,440,885.35  2,413,311.48   sFT  0.99989632   +0 11 33.1
 CA1148;UTM  14      - 3,464,511.241   408,693.785   MT  0.99970283   -0 29 55.3
 CA1148
 CA1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1148!SPC TX C     -   0.99990454  x   0.99989632  =   0.99980087
 CA1148!UTM  14      -   0.99990454  x   0.99970283  =   0.99960740
 CA1148
 CA1148|---------------------------------------------------------------------|
 CA1148| PID    Reference Object                     Distance      Geod. Az  |
 CA1148|                                                           dddmmss.s |
 CA1148| CV5730 WALES RM 1                           23.292 METERS 04831     |
 CA1148| CB0856 KICK                                APPROX. 9.6 KM 2671943.6 |
 CA1148| CA1147 WALES 1955 USGS 1967                 38.953 METERS 28930     |
 CA1148|---------------------------------------------------------------------|
 CA1148
 CA1148                          SUPERSEDED SURVEY CONTROL
 CA1148
 CA1148  NAD 83(1986)-  31 18 41.05281(N)    099 57 34.32044(W) AD(       ) 2
 CA1148  NAD 27      -  31 18 40.46972(N)    099 57 33.04359(W) AD(       ) 2
 CA1148  NGVD 29 (07/19/86)  631.9    (m)         2073.     (f) VERT ANG       
 CA1148
 CA1148.Superseded values are not recommended for survey control.
 CA1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1148.See file dsdata.txt to determine how the superseded data were derived.
 CA1148
 CA1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV0869464511(NAD 83)
 CA1148_MARKER: DD = SURVEY DISK
 CA1148_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1148+WITH SETTING: INFORMATION.
 CA1148_SP_SET: PREFABRICATED CONCRETE POST
 CA1148
 CA1148  HISTORY     - Date     Condition        Report By
 CA1148  HISTORY     - 1967     MONUMENTED       USGS
 CA1148  HISTORY     - 1967     GOOD             CGS
 CA1148
 CA1148                          STATION DESCRIPTION
 CA1148
 CA1148'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1148'STATION IS LOCATED 5.85 MILES SOUTH AND 7.6 MILES EAST OF
 CA1148'EOLA, 6.4 MILES NORTH AND 6.85 MILES WEST OF EDEN, 0.25
 CA1148'MILE SOUTH OF FARM ROAD 2402.  ON THE NORTHWEST END OF A
 CA1148'CEDAR COVERED RIDGE, 4 FEET NORTHWEST OF A WITNESS SIGN.
 CA1148'
 CA1148'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM ROAD
 CA1148'2402 AT THE NORTH EDGE OF EDEN, GO 11.35 MILES NORTHWEST
 CA1148'ON FARM ROAD 2402 TO ENLOE RANCH LOCKED GATE ON THE LEFT
 CA1148'(SOUTH), THENCE 0.2 MILE SOUTH TO SLIGHT CREST.  LEAVE ROAD
 CA1148'AND GO 0.2 MILE EAST UP THE HILL TO STATION SITE.
 CA1148'
 CA1148'STATION MARK--A USGS BRONZE TABLET CEMENTED IN BEDROCK.  THE
 CA1148'TABLET IS SET FLUSH WITH GROUND AND STAMPED WALES ET 1967.
 CA1148'
 CA1148'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CEMENTED IN BEDROCK.
 CA1148'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED WALES ET
 CA1148'1967 NO. 1.
 CA1148'
 CA1148'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CEMENTED IN BEDROCK.
 CA1148'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED WALES 1955-ET
 CA1148'1967.
 CA1148'
 CA1148'STATION KICK ET 1967.  6.0 MILES WEST, IS VISIBLE FROM THE
 CA1148'GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CA1148
 CA1148                          STATION RECOVERY (1967)
 CA1148
 CA1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (IGT)
 CA1148'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 CA1148'USGS IN 1967 BALLINGER SECOND-ORDER PROJECT.
 CA1148'
 CA1148'THIS STATION WAS NOT OCCUPIED, THUS REFERENCE MARK DISTANCES
 CA1148'AND DIRECTIONS WERE NOT REMEASURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1147 ***********************************************************************
 CA1147  DESIGNATION -  WALES 1955 USGS 1967
 CA1147  PID         -  CA1147
 CA1147  STATE/COUNTY-  TX/CONCHO
 CA1147  USGS QUAD   -  MILLERSVIEW SW (1967)
 CA1147
 CA1147                         *CURRENT SURVEY CONTROL
 CA1147  ___________________________________________________________________
 CA1147* NAD 83(1993)-  31 18 41.46796(N)    099 57 35.72346(W)     ADJUSTED  
 CA1147* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 CA1147  ___________________________________________________________________
 CA1147  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CA1147  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CA1147
 CA1147  HORZ ORDER  -  SECOND
 CA1147
 CA1147.The horizontal coordinates were established by classical geodetic methods
 CA1147.and adjusted by the National Geodetic Survey in February 1996..
 CA1147
 CA1147.The orthometric height was scaled from a topographic map.
 CA1147
 CA1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1147
 CA1147.The geoid height was determined by GEOID03.
 CA1147
 CA1147;                    North         East     Units Scale Factor Converg.
 CA1147;SPC TX C     - 3,182,401.098   735,542.052   MT  0.99989634   +0 11 32.4
 CA1147;SPC TX C     -10,440,927.60  2,413,190.88   sFT  0.99989634   +0 11 32.4
 CA1147;UTM  14      - 3,464,524.560   408,657.192   MT  0.99970291   -0 29 56.0
 CA1147
 CA1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1147!SPC TX C     -   0.99990452  x   0.99989634  =   0.99980087
 CA1147!UTM  14      -   0.99990452  x   0.99970291  =   0.99960746
 CA1147
 CA1147:                Primary Azimuth Mark                     Grid Az
 CA1147:SPC TX C     -  TANK                                     251 46 19.6
 CA1147:UTM  14      -  TANK                                     252 27 48.0
 CA1147
 CA1147|---------------------------------------------------------------------|
 CA1147| PID    Reference Object                     Distance      Geod. Az  |
 CA1147|                                                           dddmmss.s |
 CA1147| CB0855 TANK                                APPROX.10.9 KM 2515752.0 |
 CA1147|---------------------------------------------------------------------|
 CA1147
 CA1147                          SUPERSEDED SURVEY CONTROL
 CA1147
 CA1147  NAD 83(1986)-  31 18 41.47503(N)    099 57 35.70908(W) AD(       ) 2
 CA1147  NAD 27      -  31 18 40.89194(N)    099 57 34.43214(W) AD(       ) 2
 CA1147
 CA1147.Superseded values are not recommended for survey control.
 CA1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1147.See file dsdata.txt to determine how the superseded data were derived.
 CA1147
 CA1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV0865764525(NAD 83)
 CA1147_MARKER: DD = SURVEY DISK
 CA1147_SETTING: 66 = SET IN ROCK OUTCROP
 CA1147_SP_SET: SET IN ROCK OUTCROP
 CA1147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1147+STABILITY: POSITION/ELEVATION WELL
 CA1147
 CA1147  HISTORY     - Date     Condition        Report By
 CA1147  HISTORY     - 1955     MONUMENTED       USGS
 CA1147  HISTORY     - 1967     GOOD             USGS
 CA1147
 CA1147                          STATION DESCRIPTION
 CA1147
 CA1147'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA1147'STATION IS LOCATED ABOUT 30 MI. SE. OF SAN ANGELO AND ABOUT 10.0 MI.
 CA1147'SE. OF EOLA ON THE NW. EDGE OF PROMINENT KNOB.
 CA1147'
 CA1147'TO REACH STATION FROM EOLA, GO E. ON FARM ROAD 765 FOR 7.4 MI. TO
 CA1147'CROSSROADS, TURN RIGHT (S.) AND FOLLOW CALICHE ROAD FOR 3.0 MI. TO
 CA1147'CROSSROAD, TURN LEFT (E.) FOR 0.2 MI., TURN RIGHT (S.) AND FOLLOW
 CA1147'CALICHE ROAD FOR 2.5 MI. TO CROSSROAD, TURN LEFT (E.) FOR 0.5 MI.,
 CA1147'TURN RIGHT (S.) THRU GATE AND FOLLOW RANCH ROAD FOR 0.1 MI.  STATION
 CA1147'SITE IS ON W. SHOULDER OF PROMINENT KNOB ABOUT 0.1 MI. TO E.
 CA1147'
 CA1147'STATION MARK--A USGS TABLET STAMPED ---WALES 1955---, SET IN ROCK
 CA1147'OUTCROP.
 CA1147'
 CA1147'REFERENCE MARKS--NONE.
 CA1147
 CA1147                          STATION RECOVERY (1967)
 CA1147
 CA1147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CA1147'A USGS BRONZE TABLET CEMENTED IN BEDROCK.
 CA1147'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED WALES 1955-ET
 CA1147'1967.
 CA1147'
 CA1147'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM ROAD
 CA1147'2402 AT THE NORTH EDGE OF EDEN, GO 11.35 MILES NORTHWEST
 CA1147'ON FARM ROAD 2402 TO ENLOE RANCH LOCKED GATE ON THE LEFT
 CA1147'(SOUTH), THENCE 0.2 MILE SOUTH TO SLIGHT CREST.  LEAVE ROAD
 CA1147'AND GO 0.2 MILE EAST UP THE HILL TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2278 ***********************************************************************
 BL2278  DESIGNATION -  WALK
 BL2278  PID         -  BL2278
 BL2278  STATE/COUNTY-  TX/WALKER
 BL2278  USGS QUAD   -  SAN JACINTO (1997)
 BL2278
 BL2278                         *CURRENT SURVEY CONTROL
 BL2278  ___________________________________________________________________
 BL2278* NAD 83(1993)-  30 32 58.70967(N)    095 38 44.68716(W)     ADJUSTED  
 BL2278* NAVD 88     -        98.0    (meters)     322.     (feet)  VERTCON   
 BL2278  ___________________________________________________________________
 BL2278  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BL2278  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BL2278
 BL2278  HORZ ORDER  -  FIRST
 BL2278
 BL2278.The horizontal coordinates were established by classical geodetic methods
 BL2278.and adjusted by the National Geodetic Survey in February 1996..
 BL2278
 BL2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2278
 BL2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2278
 BL2278.The geoid height was determined by GEOID03.
 BL2278
 BL2278;                    North         East     Units Scale Factor Converg.
 BL2278;SPC TX C     - 3,107,357.007 1,149,602.240   MT  0.99991262   +2 24 51.8
 BL2278;SPC TX C     -10,194,720.45  3,771,653.35   sFT  0.99991262   +2 24 51.8
 BL2278;UTM  15      - 3,382,672.477   246,197.886   MT  1.00039472   -1 20 43.8
 BL2278
 BL2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2278!SPC TX C     -   0.99998887  x   0.99991262  =   0.99990149
 BL2278!UTM  15      -   0.99998887  x   1.00039472  =   1.00038358
 BL2278
 BL2278|---------------------------------------------------------------------|
 BL2278| PID    Reference Object                     Distance      Geod. Az  |
 BL2278|                                                           dddmmss.s |
 BL2278| CV8571 WALK RM 1                            28.128 METERS 02651     |
 BL2278| BL2275 WAVE 2 RM 3                         APPROX.12.4 KM 0862648.0 |
 BL2278| BL2274 MOORES GROVE USFS LOT               APPROX. 8.5 KM 0944704.8 |
 BL2278| CV8572 WALK RM 2                            24.378 METERS 14204     |
 BL2278| BL2280 POOL USFS LOOKOUT TOWER             APPROX. 8.4 KM 2424952.7 |
 BL2278|---------------------------------------------------------------------|
 BL2278
 BL2278                          SUPERSEDED SURVEY CONTROL
 BL2278
 BL2278  NAD 83(1986)-  30 32 58.72232(N)    095 38 44.67083(W) AD(       ) 1
 BL2278  NAD 27      -  30 32 58.00300(N)    095 38 43.86900(W) AD(       ) 1
 BL2278  NGVD 29 (07/19/86)   98.0    (m)          322.     (f) VERT ANG       
 BL2278
 BL2278.Superseded values are not recommended for survey control.
 BL2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2278.See file dsdata.txt to determine how the superseded data were derived.
 BL2278
 BL2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4619882672(NAD 83)
 BL2278_MARKER: DS = TRIANGULATION STATION DISK
 BL2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2278
 BL2278  HISTORY     - Date     Condition        Report By
 BL2278  HISTORY     - 1935     MONUMENTED       CGS
 BL2278  HISTORY     - 1937     GOOD             TXHD
 BL2278  HISTORY     - 1952     GOOD             CGS
 BL2278  HISTORY     - 1958     GOOD             USGS
 BL2278  HISTORY     - 1967     GOOD             CGS
 BL2278
 BL2278                          STATION DESCRIPTION
 BL2278
 BL2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2278'STATION IS ABOUT 13 MILES SSW OF HUNTSVILLE, ABOUT 10 MILES
 BL2278'WNW OF NEW WAVERLY, ON WOODED LAND FORMERLY OWNED BY THE DELTA
 BL2278'LAND AND TIMBER COMPANY OF HOUSTON, BUT RECENTLY PURCHASED
 BL2278'BY THE U.S. GOVERNMENT, ABOUT 2-1/2 MILES SW OF H.B. STANFILLS
 BL2278'HOUSE WHICH IS AT END OF TRUCK TRAVEL, ABOUT 1-1/4 MILES SW
 BL2278'OF STUBBLEFIELD LAKE, ON HIGHEST POINT OF THE FLAT, N-S RIDGE,
 BL2278'ABOUT 100 YARDS WNW OF THE ROAD, ABOUT 125 YARDS SE OF THE
 BL2278'OLD TRAM ROAD THAT WAS USED DURING LOGGING OPERATIONS, 18 FEET
 BL2278'W OF THE TRIANGULAR-BLAZED 7-INCH JACK OAK TREE, 29 FEET SW
 BL2278'OF THE TRIANGULAR-BLAZED 10-INCH JACK OAK TREE, 17 FEET ESE
 BL2278'OF THE TRIANGULAR-BLAZED 6-INCH POST OAK TREE.  IT PROJECTS
 BL2278'7 INCHES.
 BL2278'
 BL2278'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2278'DISKS SET IN CONCRETE.
 BL2278'
 BL2278'ON ACCOUNT OF THE THICK WOODS, IT WAS IMPOSSIBLE TO SET AN
 BL2278'AZIMUTH AT A SUITABLE DISTANCE FROM THE STATION.  THEREFORE,
 BL2278'NONE WAS SET.
 BL2278'
 BL2278'REFERENCE MARK NO. 1 IS NNE OF STATION, 65 FEET N OF THE
 BL2278'TRIANGULAR-BLAZED 10-INCH JACK OAK TREE, 11 FEET ENE OF A
 BL2278'12-INCH PINE TREE, 16 FEET WNW OF A 10-INCH PINE TREE.  IT
 BL2278'PROJECTS 6 INCHES.
 BL2278'
 BL2278'REFERENCE MARK NO. 2 IS SE OF THE STATION, 7 FEET W OF A 10-INCH
 BL2278'JACK OAK TREE, 13 FEET NNW OF A 15-INCH RED OAK TREE, 22 FEET
 BL2278'ESE OF AN 18-INCH RED OAK TREE, 145.53 FEET S OF REFERENCE
 BL2278'MARK NO. 1.  IT PROJECTS 7 INCHES.
 BL2278'
 BL2278'TO REACH FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN
 BL2278'HUNTSVILLE, GO S ON U.S. HIGHWAY 75, 1.55 MILES TO A DIRT ROAD
 BL2278'LEADING W.  THENCE W ON MAIN-TRAVELLED DIRT ROAD 5.5 MILES
 BL2278'TO A FORK.  THENCE TAKE RIGHT (MAIN-TRAVELLED) FORK AND GO
 BL2278'3.3 MILES TO ANOTHER FORK.  THENCE TAKE LEFT FORK AND GO
 BL2278'1.75 MILES TO A T-ROAD LEADING SW (MAIL BOX IN MIDDLE OF
 BL2278'T-ROAD).  THENCE FOLLOW T-ROAD 1.3 MILES TO MR. STANFILLS HOUSE
 BL2278'ON SE SIDE OF THE ROAD.  THIS IS END OF TRUCK TRAVEL
 BL2278'EXCEPT IN VERY DRY WEATHER.  FROM THE HOUSE GO SW ACROSS THE
 BL2278'CLEARING AND FOLLOW POOR WOODS ROAD 0.35 MILE TO A FORK.  TAKE
 BL2278'RIGHT FORK 0.65 MILE TO WHERE ROAD GOES DOWN INTO RIVER BOTTOM.
 BL2278'CONTINUE ALONG ROAD ABOUT 1/4 MILE TO THE RIVER CHANNEL.
 BL2278'CROSS RIVER AND CONTINUE ALONG DIM ROAD WHICH IN THE
 BL2278'MAIN FOLLOWS A SINGLE-WIRE TELEPHONE LINE ABOUT 3/4 MILE TO
 BL2278'WHERE THE ROAD CROSSES THE OLD TRAM ROAD.  THENCE
 BL2278'CONTINUE ON ROAD ABOUT 0.1 MILE TO WHERE THE ROAD LEAVES
 BL2278'THE TELEPHONE LINE.  CONTINUE ON ROAD ABOUT 1/4 MILE TO
 BL2278'WHERE ROAD AGAIN JOINS THE TELEPHONE LINE.  CONTINUE ALONG
 BL2278'ROAD ABOUT 0.1 MILE TO A 12-INCH TRIANGULAR-BLAZED OAK TREE
 BL2278'ON RIGHT SIDE OF ROAD.  THENCE W ABOUT 100 YARDS TO
 BL2278'THE HIGHEST POINT OF RIDGE AND STATION.
 BL2278'
 BL2278'THE FOLLOWING SIGNALS COME INTO VIEW AT 50 FEET.  100-FOOT
 BL2278'AT GIBBS.  100-FOOT AT HUNTS.  100-FOOT AT WAVE.  100-FOOT AT BUNN.
 BL2278'87-FOOT AT FARRIS.  100-FOOT AT HOKE.
 BL2278'
 BL2278'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 BL2278
 BL2278                          STATION RECOVERY (1937)
 BL2278
 BL2278'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2278'ORIGINAL DESCRIPTION SATISFACTORY.  STATION MARK AND REFERENCE
 BL2278'DISKS NO. 1 AND NO. 2 RECOVERED AND IN GOOD CONDITION.  AZIMUTH
 BL2278'MARK NOT VISITED.
 BL2278
 BL2278                          STATION RECOVERY (1952)
 BL2278
 BL2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2278'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 BL2278'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BL2278'
 BL2278'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL2278'
 BL2278'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHWEST OF
 BL2278'HUNTSVILLE AND ABOUT 10 MILES WEST-NORTHWEST OF NEW WAVERLY
 BL2278'ON THE HIGHEST POINT OF A HEAVILY WOODED HILL, 2 FEET EAST
 BL2278'OF A WITNESS POST.  IT IS STAMPED WALK 1935 AND PROJECTS 5
 BL2278'INCHES.
 BL2278'
 BL2278'REFERENCE MARK NO. 1 IS ON THE SUMMIT OF HILL AND IS ON ABOUT
 BL2278'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED WALK NO 1
 BL2278'1935 AND PROJECTS 3 INCHES.
 BL2278'
 BL2278'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF HILL AND IS
 BL2278'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 BL2278'STAMPED WALK NO 2 1935 AND PROJECTS 5 INCHES.
 BL2278'
 BL2278'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK WEST OF
 BL2278'THE RAILROAD STATION IN NEW WAVERLY, GO WEST ON SAM HOUSTON
 BL2278'NATIONAL FOREST ROAD 205 FOR 10.3 MILES TO A CROSSROAD, TURN
 BL2278'RIGHT AND GO NORTHWEST ON FOREST ROAD 204A FOR 1.8 MILES TO
 BL2278'A T ROAD RIGHT, TURN RIGHT AND GO EAST ON FOREST ROAD 204B
 BL2278'FOR 1.75 MILES TO A DIM TRACK ROAD ON RIGHT.  TURN SHARP RIGHT
 BL2278'AND GO SOUTHWEST ON TRACK ROAD FOR 0.4 MILE TO A FORK, TAKE LEFT
 BL2278'FORK AND CONTINUE SOUTHWEST FOR 0.4 MILE, (AT THIS POINT THERE
 BL2278'ARE 2 OAK TREES WITH TRIANGULAR BLAZES ON EAST SIDE OF THE
 BL2278'ROAD.) TURN RIGHT AND GO WEST FOR 0.05 MILE TO HIGHEST POINT OF
 BL2278'HILL AND STATION AS DESCRIBED.
 BL2278
 BL2278                          STATION RECOVERY (1958)
 BL2278
 BL2278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL2278'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 BL2278'
 BL2278'STATION IS LOCATED 13 MILES SSW OF HUNTSVILLE ON THE HIGHEST
 BL2278'POINT OF A HEAVILY HOLT.
 BL2278'
 BL2278'TO REACH THE STATION FROM NEW WAVERLY GO W ON SAME HOUSTON
 BL2278'NATIONAL FOREST ROAD 205 FOR 10.3 MILES TO CROSS ROADS, TURN
 BL2278'RIGHT NW AND GO 0.65 MILES TO Y-ROAD, TAKE RIGHT FORK NE ON
 BL2278'SAM HOUSTION NATIONA FOREST ROAD 208 E AND GO 1.4 MILES.  AT
 BL2278'THIS POINT A 20-INCH TRIANGULE BLAZED PINE IS ON THE RIGHT SIDE
 BL2278'OF ROAD.  LEAVE ROAD AND WALK E ABOUT 400 FEET TO STATION.
 BL2278
 BL2278                          STATION RECOVERY (1967)
 BL2278
 BL2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2278'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND
 BL2278'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 BL2278'REFERENCE MARKS WERE VERIFIED.  FOLLOWING IS A NEW AND COMPLETE
 BL2278'DESCRIPTION.
 BL2278'
 BL2278'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHWEST OF HUNTSVILLE
 BL2278'AND 10 MILES WEST OF NEW WAVERLY, ON A HIGH POINT OF A HEAVILY
 BL2278'WOODED HILL IN THE SAM HOUSTON NATIONAL FOREST.
 BL2278'
 BL2278'TO REACH THE STATION FROM THE CAUTION LIGHT (ONE BLOCK WEST OF THE
 BL2278'POST OFFICE) IN NEW WAVERLY, GO SOUTH ON U. S. HIGHWAY 75 FOR 0.1
 BL2278'MILE TO THE JUNCTION OF FARM ROAD 1375.  TURN RIGHT AND GO WEST ON
 BL2278'ROAD 1375 FOR 0.6 MILE TO A BRIDGE OVER INTERSTATE HIGHWAY 45.
 BL2278'CONTINUE WEST ON ROAD 1375 FOR 9.8 MILES TO A CROSSROAD, AT A
 BL2278'FOREST SERVICE SIGN ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON A
 BL2278'GRAVELED ROAD FOR 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK
 BL2278'AND GO NORTHEAST ON A GRAVELED ROAD FOR 0.5 MILE TO THE END OF
 BL2278'THE GRAVELED ROAD.  CONTINUE NORTHEAST ON A SAND ROAD FOR 0.9 MILE
 BL2278'TO A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 BL2278'TRACK ROAD INTO WOODS FOR 0.1 MILE TO THE STATION.
 BL2278'
 BL2278'THE STATION MARK IS A STANDARD DISK STAMPED WALK 1935, SET IN TOP
 BL2278'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 7 INCHES ABOVE THE
 BL2278'SURFACE OF THE GROUND.  IT IS 31.5 FEET NORTHWEST OF A 24-INCH OAK
 BL2278'TREE WITH A METAL WITNESS SIGN ATTACHED AND 16.5 FEET SOUTHEAST OF
 BL2278'AN 8-INCH OAK TREE WITH A METAL WITNESS SIGN ATTACHED.
 BL2278'
 BL2278'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WALK NO 1 1935, SET
 BL2278'IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES
 BL2278'ABOVE THE SURFACE OF THE GROUND.  IT IS 17 FEET NORTH OF A 20-INCH
 BL2278'PINE TREE, 13 FEET SOUTHWEST OF A 12-INCH OAK TREE WITH A METAL
 BL2278'WITNESS SIGN ATTACHED AND ABOUT THE SAME ELEVATION AS THE
 BL2278'STATION.
 BL2278'
 BL2278'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WALK NO 2 1935, SET
 BL2278'IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 7 INCHES ABOVE
 BL2278'THE SURFACE OF THE GROUND.  IT IS 52 FEET SOUTH OF THE 24-INCH OAK
 BL2278'TREE, 2 FEET NORTH OF A 4-INCH OAK TREE WITH A METAL WITNESS SIGN
 BL2278'ATTACHED AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 BL2278'
 BL2278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES WEST OF
 BL2278'NEW WAVERLY.
 BL2278'
 BL2278'HEIGHT OF LIGHT ABOVE STATION MARK 33.1 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1303 ***********************************************************************
 DN1303  DESIGNATION -  WALK
 DN1303  PID         -  DN1303
 DN1303  STATE/COUNTY-  TX/COOKE
 DN1303  USGS QUAD   -  MUENSTER WEST (1978)
 DN1303
 DN1303                         *CURRENT SURVEY CONTROL
 DN1303  ___________________________________________________________________
 DN1303* NAD 83(1993)-  33 44 19.09053(N)    097 24 59.31179(W)     ADJUSTED  
 DN1303* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 DN1303  ___________________________________________________________________
 DN1303  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DN1303  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DN1303
 DN1303  HORZ ORDER  -  THIRD
 DN1303
 DN1303.The horizontal coordinates were established by classical geodetic methods
 DN1303.and adjusted by the National Geodetic Survey in February 1996..
 DN1303
 DN1303.The orthometric height was scaled from a topographic map.
 DN1303
 DN1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1303
 DN1303.The geoid height was determined by GEOID03.
 DN1303
 DN1303;                    North         East     Units Scale Factor Converg.
 DN1303;SPC TXNC     - 2,230,284.975   700,399.347   MT  0.99994436   +0 35 27.4
 DN1303;SPC TXNC     - 7,317,193.29  2,297,893.52   sFT  0.99994436   +0 35 27.4
 DN1303;UTM  14      - 3,734,303.117   646,688.614   MT  0.99986527   +0 52 46.8
 DN1303
 DN1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1303!SPC TXNC     -   0.99994783  x   0.99994436  =   0.99989219
 DN1303!UTM  14      -   0.99994783  x   0.99986527  =   0.99981310
 DN1303
 DN1303|---------------------------------------------------------------------|
 DN1303| PID    Reference Object                     Distance      Geod. Az  |
 DN1303|                                                           dddmmss.s |
 DN1303| CY3047 WALK RM 1                             7.820 METERS 01811     |
 DN1303| CY3048 WALK RM 2                            14.601 METERS 08933     |
 DN1303| CY3046 WALK AZ MK                                         2204650.2 |
 DN1303|---------------------------------------------------------------------|
 DN1303
 DN1303                          SUPERSEDED SURVEY CONTROL
 DN1303
 DN1303  NAD 83(1993)-  33 44 19.09112(N)    097 24 59.31062(W) AD(       ) 3
 DN1303  NAD 83(1986)-  33 44 19.09586(N)    097 24 59.30042(W) AD(       ) 3
 DN1303  NAD 27      -  33 44 18.71640(N)    097 24 58.22540(W) AD(       ) 3
 DN1303
 DN1303.Superseded values are not recommended for survey control.
 DN1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1303.See file dsdata.txt to determine how the superseded data were derived.
 DN1303
 DN1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4668934303(NAD 83)
 DN1303_MARKER: DS = TRIANGULATION STATION DISK
 DN1303_SETTING: 66 = SET IN ROCK OUTCROP
 DN1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1303+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 DN1303
 DN1303  HISTORY     - Date     Condition        Report By
 DN1303  HISTORY     - 1956     MONUMENTED       CGS
 DN1303  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN1303  HISTORY     - 20040113 GOOD             INDIV
 DN1303
 DN1303                          STATION DESCRIPTION
 DN1303
 DN1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1303'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MUENSTER,
 DN1303'6 MILES NORTHEAST OF SAINT JO AND ON THE FLAT LAND JUST BEFORE
 DN1303'IT BREAKS OFF TO THE NORTH TOWARD THE RED RIVER.  IT IS
 DN1303'93 FEET NORTH-NORTHEAST OF A CATTLE GUARD, 42 FEET SOUTH
 DN1303'OF OIL WELL NO. 2, 40 FEET EAST OF THE CENTER LINE OF A
 DN1303'TRACK ROAD AND 27 FEET SOUTH OF A POWER LINE POLE.  THE
 DN1303'MARK IS STAMPED WALK 1955 AND IS 6 INCHES BELOW THE SURFACE
 DN1303'OF THE GROUND.
 DN1303'
 DN1303'REFERENCE MARK NO. 1 IS 3 FEET EAST OF A POWER LINE POLE AND
 DN1303'IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 DN1303'WALK 1955 NO 1 AND IS FLUSH WITH THE GROUND.
 DN1303'
 DN1303'REFERENCE MARK NO. 2 IS 85 FEET NORTH OF A FENCE LINE, FLUSH
 DN1303'WITH THE GROUND AND IS STAMPED WALK NO 2 1955.
 DN1303'
 DN1303'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 46.6 FEET.
 DN1303'
 DN1303'THE AZIMUTH MARK IS 60 FEET NORTH OF THE CENTER LINE OF A
 DN1303'FARM ROAD, 30 FEET NORTH-NORTHWEST OF OIL WELL NO. 6, IT
 DN1303'IS STAMPED WALK 1955 AND PROJECTS 6 INCHES.
 DN1303'
 DN1303'REACHED FROM THE CITY HALL BUILDING IN MUENSTER BY FOLLOWING
 DN1303'TEXAS FARM ROAD NO. 373 NORTHERLY FOR 3.7 MILES TO A CROSS
 DN1303'ROAD, TURN LEFT AND GO WEST FOR 1.6 MILES TO A T ROAD RIGHT,
 DN1303'NORTH, TURN RIGHT AND GO 1.9 MILES TO A T ROAD JUNCTION,
 DN1303'TURN LEFT, WEST, AND GO 1.0 MILE TO A T ROAD RIGHT, TURN
 DN1303'RIGHT, NORTH, AND GO 1.0 MILE TO A STOCK GUARD ON THE RIGHT,
 DN1303'TURN RIGHT CROSSING STOCK GUARD AND FOLLOW THE FARM ROAD
 DN1303'EAST AND NORTH FOR 0.5 MILE TO A FENCE CORNER, TURN RIGHT,
 DN1303'EAST, AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 DN1303'DESCRIBED, CONTINUE EAST FOR 0.15 MILE TO A CROSS ROAD,
 DN1303'TURN LEFT AND GO NORTH FOR 0.4 MILES TO A STOCK GUARD AND
 DN1303'STATION AS DESCRIBED.
 DN1303'
 DN1303'THIS STATION WAS BUILT IN 1955 BUT WAS NOT OCCUPIED UNTIL 1956.
 DN1303
 DN1303                          STATION RECOVERY (1995)
 DN1303
 DN1303'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1303'MARK NOT FOUND.
 DN1303
 DN1303                          STATION RECOVERY (2004)
 DN1303
 DN1303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (IJS)
 DN1303'RECOVERED AS DESCRIBED. UNDERGROUND ABOUT 6 INCHES.
 DN1303' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0518 ***********************************************************************
 DP0518  DESIGNATION -  WALK ET
 DP0518  PID         -  DP0518
 DP0518  STATE/COUNTY-  TX/STONEWALL
 DP0518  USGS QUAD   -  KIOWA PEAK (1981)
 DP0518
 DP0518                         *CURRENT SURVEY CONTROL
 DP0518  ___________________________________________________________________
 DP0518* NAD 83(1993)-  33 17 18.22997(N)    100 02 59.00085(W)     ADJUSTED  
 DP0518* NAVD 88     -       552.3    (meters)    1812.     (feet)  VERTCON   
 DP0518  ___________________________________________________________________
 DP0518  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 DP0518  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DP0518
 DP0518  HORZ ORDER  -  SECOND
 DP0518
 DP0518.The horizontal coordinates were established by classical geodetic methods
 DP0518.and adjusted by the National Geodetic Survey in February 1996..
 DP0518
 DP0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0518
 DP0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0518
 DP0518.The geoid height was determined by GEOID03.
 DP0518
 DP0518;                    North         East     Units Scale Factor Converg.
 DP0518;SPC TXNC     - 2,180,898.762   455,668.856   MT  0.99988113   -0 50 42.8
 DP0518;SPC TXNC     - 7,155,165.35  1,494,973.57   sFT  0.99988113   -0 50 42.8
 DP0518;UTM  14      - 3,683,750.891   402,257.379   MT  0.99971779   -0 34 34.3
 DP0518
 DP0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0518!SPC TXNC     -   0.99991774  x   0.99988113  =   0.99979888
 DP0518!UTM  14      -   0.99991774  x   0.99971779  =   0.99963556
 DP0518
 DP0518                          SUPERSEDED SURVEY CONTROL
 DP0518
 DP0518  NAD 83(1993)-  33 17 18.23189(N)    100 02 59.00069(W) AD(       ) 2
 DP0518  NAD 83(1986)-  33 17 18.23627(N)    100 02 58.99382(W) AD(       ) 2
 DP0518  NAD 27      -  33 17 17.89291(N)    100 02 57.63698(W) AD(       ) 2
 DP0518  NGVD 29 (07/17/98)  552.1    (m)         1811.     (f) VERT ANG       
 DP0518
 DP0518.Superseded values are not recommended for survey control.
 DP0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0518.See file dsdata.txt to determine how the superseded data were derived.
 DP0518
 DP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0225783751(NAD 83)
 DP0518_MARKER: DS = TRIANGULATION STATION DISK
 DP0518_SETTING: 0 = UNSPECIFIED SETTING
 DP0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0518
 DP0518  HISTORY     - Date     Condition        Report By
 DP0518  HISTORY     - 1962     MONUMENTED       USGS
 DP0518
 DP0518                          STATION DESCRIPTION
 DP0518
 DP0518'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DP0518'STATION LOCATED 11.5 MI. (AIRLINE) NW. OF RULE, TEXAS, AND 14.5 MI.
 DP0518'NE. OF ASPERMONT, TEXAS, ON THE HIGHEST POINT OF A PROMINENT HILL.
 DP0518'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 83, 380, AND FARM ROAD
 DP0518'1263 AT THE N. EDGE OF ASPERMONT, GO E. AND N. ON FARM ROAD 1263 4.6
 DP0518'MI. TO A T-RD. E., THENCE E. ON T-RD. 1.9 MI. TO T-RD., CONTINUE
 DP0518'STRAIGHT AHEAD E. 3.2 MI. E. TO BRIDGE OVER THE SALT FORK OF THE
 DP0518'BRAZOS RIVER, CONTINUE ON 0.9 MI. TO RD. FORK, THENCE RIGHT (E.) 0.8
 DP0518'MI. TO CROSSROADS, CONTINUE E. 2.7 MI. TO RD. FORK, THENCE LEFT 2.9
 DP0518'MI. TO RD. FORK, THENCE RIGHT 1.6 MI. TO RD. FORK, THENCE LEFT (NNW.)
 DP0518'0.5 MI. TO DIM TRAIL W., TURN LEFT ON DIM TRAIL (4 WHEEL DRIVE ONLY)
 DP0518'APPROXIMATELY 0.3 MI. TO TOP OF LOW HILL, THENCE PACK N. FOR ABOUT
 DP0518'FIVE MINUTES TO TOP OF MAIN HILL AND THE STATION.
 DP0518'RECOVERED BY USGS IN 1966.
 DP0518'STATION MARK--A STANDARD USGS TABLET RIVETED TO AN IRON PIPE
 DP0518'PROJECTING 0.5 FT., STAMPED---WALK-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1324 ***********************************************************************
 AJ1324  DESIGNATION -  WALKER
 AJ1324  PID         -  AJ1324
 AJ1324  STATE/COUNTY-  TX/DUVAL
 AJ1324  USGS QUAD   -  FREER NORTH (1971)
 AJ1324
 AJ1324                         *CURRENT SURVEY CONTROL
 AJ1324  ___________________________________________________________________
 AJ1324* NAD 83(1993)-  27 54 16.60755(N)    098 34 13.70758(W)     ADJUSTED  
 AJ1324* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 AJ1324  ___________________________________________________________________
 AJ1324  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AJ1324  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AJ1324
 AJ1324  HORZ ORDER  -  FIRST
 AJ1324
 AJ1324.The horizontal coordinates were established by classical geodetic methods
 AJ1324.and adjusted by the National Geodetic Survey in February 1996..
 AJ1324
 AJ1324.The orthometric height was scaled from a topographic map.
 AJ1324
 AJ1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1324
 AJ1324.The geoid height was determined by GEOID03.
 AJ1324
 AJ1324;                    North         East     Units Scale Factor Converg.
 AJ1324;SPC TX S     - 5,247,958.258   293,061.789   MT  1.00001882   -0 01 55.2
 AJ1324;SPC TX S     -17,217,676.38    961,486.89   sFT  1.00001882   -0 01 55.2
 AJ1324;SPC TXSC     - 4,007,978.192   642,293.261   MT  1.00017178   +0 12 37.5
 AJ1324;SPC TXSC     -13,149,508.45  2,107,257.14   sFT  1.00017178   +0 12 37.5
 AJ1324;UTM  14      - 3,086,710.111   542,269.402   MT  0.99962205   +0 12 03.7
 AJ1324
 AJ1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1324!SPC TX S     -   0.99996806  x   1.00001882  =   0.99998688
 AJ1324!SPC TXSC     -   0.99996806  x   1.00017178  =   1.00013983
 AJ1324!UTM  14      -   0.99996806  x   0.99962205  =   0.99959012
 AJ1324
 AJ1324|---------------------------------------------------------------------|
 AJ1324| PID    Reference Object                     Distance      Geod. Az  |
 AJ1324|                                                           dddmmss.s |
 AJ1324| AJ1325 WALKER USGS BM                        6.703 METERS 00302     |
 AJ1324| CV3563 WALKER RM 3                          18.256 METERS 05548     |
 AJ1324| CV3561 WALKER RM 1                          19.765 METERS 09746     |
 AJ1324| CV3559 WALKER AZ MK                                       0984918.1 |
 AJ1324| CV3562 WALKER RM 2                          28.167 METERS 16115     |
 AJ1324| AJ1322 FREER MUNICIPAL TANK                APPROX. 5.6 KM 2351103.6 |
 AJ1324| CV3564 WALKER RM 4                          20.948 METERS 28441     |
 AJ1324|---------------------------------------------------------------------|
 AJ1324
 AJ1324                          SUPERSEDED SURVEY CONTROL
 AJ1324
 AJ1324  NAD 83(1986)-  27 54 16.61318(N)    098 34 13.68364(W) AD(       ) 1
 AJ1324  NAD 27      -  27 54 15.54900(N)    098 34 12.63000(W) AD(       ) 1
 AJ1324
 AJ1324.Superseded values are not recommended for survey control.
 AJ1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1324.See file dsdata.txt to determine how the superseded data were derived.
 AJ1324
 AJ1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4226986710(NAD 83)
 AJ1324_MARKER: DS = TRIANGULATION STATION DISK
 AJ1324_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1324_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AJ1324
 AJ1324  HISTORY     - Date     Condition        Report By
 AJ1324  HISTORY     - 1935     MONUMENTED       CGS
 AJ1324  HISTORY     - 1953     GOOD             CGS
 AJ1324
 AJ1324                          STATION DESCRIPTION
 AJ1324
 AJ1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1324'STATION IS LOCATED ABOUT 3-1/2 MILES ENE OF FREER AND ABOUT
 AJ1324'22-1/2 MILES W OF N FROM SAN DIEGO AND ON A HIGH RIDGE WHICH
 AJ1324'OVERLOOKS THE FREER OIL FIELD TO THE W AND HAS PROMINENT STONE
 AJ1324'CLIFFS AT ITS NW END.  IT IS IN ROCKY, BRUSH-COVERED PASTURE
 AJ1324'LAND ABOUT 1/3 MILE A LITTLE W OF NW FROM AN OIL DERRICK.
 AJ1324'
 AJ1324'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 AJ1324'IN DRILL HOLES IN BEDROCK.
 AJ1324'
 AJ1324'STATION MARK IS UNDERGROUND 8 INCHES, 21.99 FEET SE OF GALVANIZED
 AJ1324'IRON POST WITH U.S.G.S.B.M. BRONZE CAP.
 AJ1324'
 AJ1324'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 AJ1324'
 AJ1324'REFERENCE MARK NO. 1 IS SE OF STATION.  IT IS 6 INCHES BELOW THE
 AJ1324'GROUND.
 AJ1324'
 AJ1324'REFERENCE MARK NO. 2 IS S OF STATION.  IT IS 7 INCHES BELOW
 AJ1324'THE GROUND.
 AJ1324'
 AJ1324'AZIMUTH MARK IS 0.4 MILE E OF STATION.  SET IN SW CORNER OF
 AJ1324'FENCE SURROUNDING OIL STORAGE TANKS.  REACHED FROM STATION BY
 AJ1324'GOING 0.4 MILE E THROUGH MESQUITE.
 AJ1324'
 AJ1324'THERE IS AN UNMARKED U.S.G.S.B.M. SET ON TOP OF GALVANIZED
 AJ1324'IRON PIPE.  PIPE IS 67.03 METERS (21.99 FEET) NW OF STATION.
 AJ1324'MARK RECOVERED IN GOOD CONDITION.
 AJ1324'
 AJ1324'STATION IS REACHED FROM THE ROSITA GROCERY IN ROSITA SETTLEMENT
 AJ1324'BY GOING NW ON THE SAN DIEGO-FREER ROAD FOR 11.7 MILES.  TURN
 AJ1324'RIGHT (N) ON WINDING ROAD THROUGH BRUSH 0.75 MILE TO A WOODEN
 AJ1324'GATE.  PASS THROUGH GATE AND GO 0.1 MILE TO ROAD FORK.  TAKE
 AJ1324'LEFT FORK AND CONTINUE 0.6 MILE TO BASE OF STONE CLIFFS AND
 AJ1324'END OF TRUCK TRAVEL.  STATION IS AT TOP OF HILL ON LEFT (ENE).
 AJ1324'
 AJ1324'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 AJ1324
 AJ1324                          STATION RECOVERY (1953)
 AJ1324
 AJ1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1324'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 AJ1324'REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT RECOVERED, THE AZIMUTH
 AJ1324'MARK WAS FOUND IN A LEANING POSITION AND WAS RESET IN SAME
 AJ1324'LOCATION.  REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED
 AJ1324'BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AJ1324'
 AJ1324'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF FREER ON A
 AJ1324'HIGH ROCKY, BRUSH COVERED RIDGE, ON PROPERTY LEASED BY HUMBLE
 AJ1324'OIL COMPANY.
 AJ1324'
 AJ1324'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44
 AJ1324'AND 173 IN FREER, GO EAST ON HIGHWAY 44 FOR 2.9 MILES TO A
 AJ1324'CROSSROAD, TURN LEFT, GO NORTH ON A GRAVEL ROAD FOR 2.3 MILES
 AJ1324'TO A SIDE ROAD LEFT AND A DRIVEWAY ENTRANCE ON RIGHT.* TURN
 AJ1324'LEFT ON SIDE ROAD, GO WEST 0.1 MILE TO FORK, TAKE RIGHT FORK AND
 AJ1324'GO NORTHWEST 0.15 MILE TO TOP OF HILL AND STATION SITE.
 AJ1324'
 AJ1324'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 AJ1324'IN BEDROCK 8 INCHES BELOW THE SURFACE.  IT IS STAMPED WALKER
 AJ1324'1935.
 AJ1324'
 AJ1324'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AJ1324'POST PROJECTING 4 INCHES.  IT IS STAMPED WALKER NO 3 1935.
 AJ1324'
 AJ1324'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AJ1324'POST PROJECTING 4 INCHES.  IT IS STAMPED WALKER NO 4 1935.
 AJ1324'
 AJ1324'USGS-BM IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 AJ1324'SET IN THE TOP OF A 4 INCH GALVANIZED PIPE PROJECTING 3 FEET.
 AJ1324'IT IS NOT STAMPED.
 AJ1324'
 AJ1324'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN A SQUARE
 AJ1324'CONCRETE POST PROJECTING 4 INCHES.  IT IS 115 FEET SOUTHWEST
 AJ1324'OF THE SOUTHERNMOST AND LARGER OF 3 HUMBLE OIL COMPANY STORAGE
 AJ1324'TANKS, 63 FEET FEET WEST OF THE STORAGE TANKS VALVE SYSTEM,
 AJ1324'4 FEET WEST OF A WITNESS POST AND IT IS STAMPED WALKER AZI
 AJ1324'1935 RESET 1953.
 AJ1324'
 AJ1324'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT INTO
 AJ1324'DRIVEWAY, THEN INSIDE FENCE LINE TURN LEFT, FOLLOW DIRT ROAD
 AJ1324'NORTH FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 AJ1324'EASTERLY FOR 0.15 MILE TO THE STORAGE TANKS AND THE MARK SOUTHWEST
 AJ1324'OF THE TANKS AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0844 ***********************************************************************
 GK0844  DESIGNATION -  WALKER
 GK0844  PID         -  GK0844
 GK0844  STATE/COUNTY-  TX/OCHILTREE
 GK0844  USGS QUAD   -  SPEARMAN NE (1973)
 GK0844
 GK0844                         *CURRENT SURVEY CONTROL
 GK0844  ___________________________________________________________________
 GK0844* NAD 83(1993)-  36 08 29.70962(N)    101 01 12.18293(W)     ADJUSTED  
 GK0844* NAVD 88     -       934.     (meters)    3064.     (feet)  SCALED    
 GK0844  ___________________________________________________________________
 GK0844  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 GK0844  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 GK0844
 GK0844  HORZ ORDER  -  FIRST
 GK0844
 GK0844.The horizontal coordinates were established by classical geodetic methods
 GK0844.and adjusted by the National Geodetic Survey in February 1996..
 GK0844
 GK0844.The orthometric height was scaled from a topographic map.
 GK0844
 GK0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0844
 GK0844.The geoid height was determined by GEOID03.
 GK0844
 GK0844;                    North         East     Units Scale Factor Converg.
 GK0844;SPC TX N     - 1,237,693.373   243,195.925   MT  0.99999053   +0 16 41.3
 GK0844;SPC TX N     - 4,060,665.67    797,885.30   sFT  0.99999053   +0 16 41.3
 GK0844;UTM  14      - 4,001,542.657   318,252.056   MT  1.00000702   -1 11 30.2
 GK0844
 GK0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0844!SPC TX N     -   0.99985765  x   0.99999053  =   0.99984818
 GK0844!UTM  14      -   0.99985765  x   1.00000702  =   0.99986467
 GK0844
 GK0844|---------------------------------------------------------------------|
 GK0844| PID    Reference Object                     Distance      Geod. Az  |
 GK0844|                                                           dddmmss.s |
 GK0844| CM9474 WALKER RM 1                          23.848 METERS 18338     |
 GK0844| CM9475 WALKER RM 2                          19.770 METERS 27255     |
 GK0844| GK0856 SPEARMAN PERRYTON EQUITY ELEV       APPROX.17.2 KM 2914100.4 |
 GK0844| GK0855 SPEARMAN MUNICIPAL TANK             APPROX.16.9 KM 2915341.4 |
 GK0844| CM9473 WALKER AZ MK                                       3575021.9 |
 GK0844|---------------------------------------------------------------------|
 GK0844
 GK0844                          SUPERSEDED SURVEY CONTROL
 GK0844
 GK0844  NAD 83(1993)-  36 08 29.70994(N)    101 01 12.18318(W) AD(       ) 1
 GK0844  NAD 83(1986)-  36 08 29.71667(N)    101 01 12.17015(W) AD(       ) 1
 GK0844  NAD 27      -  36 08 29.59300(N)    101 01 10.61800(W) AD(       ) 1
 GK0844
 GK0844.Superseded values are not recommended for survey control.
 GK0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0844.See file dsdata.txt to determine how the superseded data were derived.
 GK0844
 GK0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1825201543(NAD 83)
 GK0844_MARKER: DS = TRIANGULATION STATION DISK
 GK0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0844+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2006
 GK0844
 GK0844  HISTORY     - Date     Condition        Report By
 GK0844  HISTORY     - 1952     MONUMENTED       CGS
 GK0844  HISTORY     - 20060204 GOOD             DGC
 GK0844
 GK0844                          STATION DESCRIPTION
 GK0844
 GK0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0844'STATION IS LOCATED, AIRLINE, 10.5 MILES EAST SOUTHEAST OF
 GK0844'SPEARMAN, 10 MILES SOUTH OF WAKA, 10.5 MILES WEST OF BULER,
 GK0844'AND ON THE EAST SIDE OF A NORTH-SOUTH ROAD AT AN EAST-WEST
 GK0844'TELEPHONE LINE CROSSING.
 GK0844'
 GK0844'STATION IS REACHED AS FOLLOWS--FROM THE SOUTHEAST SIDE OF
 GK0844'THE COURT HOUSE IN SPEARMAN, GO EAST ON STATE HIGHWAY 759
 GK0844'FOR 9.5 MILES TO A CROSS ROAD.  TURN RIGHT, SOUTH, AND GO
 GK0844'4.0 MILES TO THE STATION ON THE LEFT SIDE OF THE ROAD.
 GK0844'
 GK0844'STATION MARK, STAMPED WALKER 1952, IS A STANDARD DISK SET
 GK0844'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0844'3 INCHES.  IT IS 27 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GK0844'15.8 FEET SOUTH SOUTHWEST OF A TELEPHONE POLE, 6 FEET EAST
 GK0844'OF A FENCE LINE AND 10.1 FEET SOUTH SOUTHEAST OF A WITNESS POST.
 GK0844'
 GK0844'REFERENCE MARK NUMBER 1, STAMPED WALKER NO 1 1952, IS A
 GK0844'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GK0844'POST, PROJECTING 6 INCHES AND AT THE SAME ELEVATION AS THE
 GK0844'STATION.  IT IS 24 FEET EAST OF THE CENTERLINE OF THE ROAD
 GK0844'AND 8 INCHES WEST OF THE FENCE LINE.
 GK0844'
 GK0844'REFERENCE MARK NUMBER 2, STAMPED WALKER NO 2 1952, IS A
 GK0844'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GK0844'POST, PROJECTING 6 INCHES AND 15 INCHES HIGHER IN ELEVATION
 GK0844'THAN THE STATION.  IT IS 24 FEET WEST OF THE CENTERLINE OF THE
 GK0844'ROAD AND 6 INCHES EAST OF THE FENCE LINE.
 GK0844'
 GK0844'AZIMUTH MARK, STAMPED WALKER 1952, IS A STANDARD DISK SET
 GK0844'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0844'6 INCHES.  TO REACH FROM THE STATION, GO NORTH FOR 0.5 MILE
 GK0844'TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.  IT IS 24
 GK0844'FEET WEST OF THE CENTERLINE OF THE ROAD AND 6 INCHES EAST
 GK0844'OF THE FENCE LINE.
 GK0844'
 GK0844'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 GK0844
 GK0844                          STATION RECOVERY (2006)
 GK0844
 GK0844'RECOVERY NOTE BY DAWSON GEOPHYSICAL 2006 (RS)
 GK0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0916 ***********************************************************************
 CD0916  DESIGNATION -  WALKER
 CD0916  PID         -  CD0916
 CD0916  STATE/COUNTY-  TX/CULBERSON
 CD0916  USGS QUAD   -  TWO MILL DRAW WEST (1973)
 CD0916
 CD0916                         *CURRENT SURVEY CONTROL
 CD0916  ___________________________________________________________________
 CD0916* NAD 83(1993)-  31 34 17.82863(N)    104 21 18.71408(W)     ADJUSTED  
 CD0916* NAVD 88     -      1274.     (meters)    4180.     (feet)  SCALED    
 CD0916  ___________________________________________________________________
 CD0916  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 CD0916  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CD0916
 CD0916  HORZ ORDER  -  FIRST
 CD0916
 CD0916.The horizontal coordinates were established by classical geodetic methods
 CD0916.and adjusted by the National Geodetic Survey in February 1996..
 CD0916
 CD0916.The orthometric height was scaled from a topographic map.
 CD0916
 CD0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0916
 CD0916.The geoid height was determined by GEOID03.
 CD0916
 CD0916;                    North         East     Units Scale Factor Converg.
 CD0916;SPC TX C     - 3,218,078.624   318,314.496   MT  0.99993112   -2 04 17.4
 CD0916;SPC TX C     -10,557,979.62  1,044,336.81   sFT  0.99993112   -2 04 17.4
 CD0916;UTM  13      - 3,493,134.766   561,187.015   MT  0.99964617   +0 20 15.4
 CD0916
 CD0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0916!SPC TX C     -   0.99980367  x   0.99993112  =   0.99973480
 CD0916!UTM  13      -   0.99980367  x   0.99964617  =   0.99944990
 CD0916
 CD0916:                Primary Azimuth Mark                     Grid Az
 CD0916:SPC TX C     -  WALKER AZ MK                             089 56 45.1
 CD0916:UTM  13      -  WALKER AZ MK                             087 32 12.3
 CD0916
 CD0916|---------------------------------------------------------------------|
 CD0916| PID    Reference Object                     Distance      Geod. Az  |
 CD0916|                                                           dddmmss.s |
 CD0916| CH9860 WALKER AZ MK                                       0875227.7 |
 CD0916| CH9861 WALKER RM 1                           8.420 METERS 12823     |
 CD0916| CH9862 WALKER RM 2                          11.217 METERS 21142     |
 CD0916|---------------------------------------------------------------------|
 CD0916
 CD0916                          SUPERSEDED SURVEY CONTROL
 CD0916
 CD0916  NAD 83(1986)-  31 34 17.82921(N)    104 21 18.71191(W) AD(       ) 1
 CD0916  NAD 27      -  31 34 17.37200(N)    104 21 16.96900(W) AD(       ) 1
 CD0916
 CD0916.Superseded values are not recommended for survey control.
 CD0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0916.See file dsdata.txt to determine how the superseded data were derived.
 CD0916
 CD0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ6118793135(NAD 83)
 CD0916_MARKER: DS = TRIANGULATION STATION DISK
 CD0916_SETTING: 66 = SET IN ROCK OUTCROP
 CD0916
 CD0916  HISTORY     - Date     Condition        Report By
 CD0916  HISTORY     - 1943     MONUMENTED       CGS
 CD0916  HISTORY     - 1957     GOOD             CGS
 CD0916  HISTORY     - 1974     GOOD             ARCO
 CD0916
 CD0916                          STATION DESCRIPTION
 CD0916
 CD0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0916'STATION IS ABOUT 47.0 MILES (AIRLINE) NE OF VAN HORN ON THE
 CD0916'HIGHEST POINT OF THE HIGHEST HILL LYING ABOUT 3.0 MILES (AIRLINE)
 CD0916'SSE OF THE WALKER COW CAMP AND ABOUT 4.0 MILES NE OF THE
 CD0916'WEATHERBY RANCH.
 CD0916'
 CD0916'STATION IS ABOUT THE CENTER OF A LOW N-S RIDGE, 26.0 FEET S
 CD0916'OF THE CENTER LINE OF THE WALKER WELLS-TOYAH BLADED ROAD.  A
 CD0916'BRONZE STATION DISK SET IN ROCK OUTCROP.  STAMPED WALKER 1943.
 CD0916'
 CD0916'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 CD0916'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CD0916'
 CD0916'REFERENCE MARK 1 IS SE OF THE STATION.  A BRONZE REFERENCE DISK
 CD0916'SET IN A ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED WALKER
 CD0916'NO 1 1943.
 CD0916'
 CD0916'REFERENCE MARK 2 IS SW OF THE STATION.  A BRONZE REFERENCE DISK
 CD0916'SET IN A ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED WALKER
 CD0916'NO 2 1943.
 CD0916'
 CD0916'AZIMUTH MARK IS 0.5 MILE E OF THE STATION AT THE TOP OF SMALL
 CD0916'RIDGE, 40.0 FEET S OF THE CENTER LINE OF A BLADED ROAD.  A BRONZE
 CD0916'AZIMUTH DISK SET IN A ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED
 CD0916'WALKER 1943.
 CD0916'
 CD0916'TO REACH FROM VAN HORN--GO E ON U.S. HIGHWAY 80 FOR 8.0 MILES TO
 CD0916'WILD HORSE RAILROAD STATION.  TURN LEFT AND GO ENE ON THE
 CD0916'WILD HORSE-CARLSBAD BLADED ROAD FOR 34.6 MILES TO ROAD LEADING
 CD0916'W TO KNOX-BREWER RANCH.  FROM RANCH ROAD FORK FOLLOW MAIN ROAD
 CD0916'3.1 MILES N TO FORKS.  TAKE RIGHT FORK AND CONTINUE NE FOR 0.5
 CD0916'MILE TO FORKS.  KEEP STRAIGHT AHEAD ON RIGHT FORK FOR 1.3 MILES
 CD0916'TO WEATHERBY RANCH.  AT E SIDE OF RANCH CORRALS, TAKE LEFT FORK
 CD0916'AND CONTINUE NE 3.3 MILES TO A FORK WHICH IS 1.6 MILES S OF
 CD0916'WALKER WELLS.  TURN SHARP RIGHT AND GO SE UP GRADE 2.0 MILES TO
 CD0916'TOP OF GRADE AND STATION.
 CD0916'
 CD0916'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 CD0916
 CD0916                          STATION RECOVERY (1957)
 CD0916
 CD0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 CD0916'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 CD0916'MARK WERE RECOVERED AND FOUND TO BE AS DESCRIBED IN THE 1943
 CD0916'DESCRIPTION.  THE DIRECTIONS TO BOTH REFERENCE MARKS, FROM THE
 CD0916'AZIMUTH MARK, WAS FOUND TO BE IN ERROR OF 40 DEGREES, HOWEVER
 CD0916'THE DIRECTION BETWEEN THE MARKS CHECKED WITH THE PREVIOUS
 CD0916'DESCRIPTION.  THE OLD ROUTE TO THE STATION IS NOW OBSOLETE AND
 CD0916'A NEW ROUTE FOLLOWS.
 CD0916'
 CD0916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CD0916'STATE HIGHWAY 54 IN VAN HORN GO NORTH ON STATE HIGHWAY 54 FOR
 CD0916'0.7 MILE TO THE JUNCTION OF STATE FARM ROAD 2185.  TURN RIGHT ONTO
 CD0916'THE STATE FARM ROAD AND GO 2.3 MILES TO A FORK.  TAKE THE LEFT
 CD0916'FORK AND GO 8.2 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 CD0916'4.8 MILES TO THE END OF THE PAVEMENT.  CONTINUE AHEAD FOR 3.5
 CD0916'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 5.0 MILES TO A FORK.
 CD0916'TAKE THE RIGHT FORK AND GO 5.2 MILES TO A FORK.  TAKE THE RIGHT
 CD0916'FORK AND GO 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 CD0916'0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 4.8 MILES TO A
 CD0916'SIDE ROAD LEFT AND SIGN STANTON RANCH.  CONTINUE STRAIGHT AHEAD
 CD0916'AND GO 2.0 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.05 MILE
 CD0916'TO A FORK.  TAKE THE RIGHT FORK AND GO 5.9 MILES TO A FORK.
 CD0916'TAKE THE RIGHT FORK AND GO 3.3 MILES TO A FORK.  TAKE THE
 CD0916'RIGHT FORK AND GO 2.0 MILES TO A FORK.  TAKE THE LEFT FORK
 CD0916'AND GO 2.9 MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT
 CD0916'AHEAD FOR 1.2 MILES TO A FORK AT SOME OLD RANCH BUILDINGS.
 CD0916'TAKE THE LEFT FORK AND GO 2.5 MILES TO A FORK.  TAKE THE
 CD0916'LEFT FORK AND GO 0.5 MILE TO A CROSSROAD.  TURN RIGHT AND GO 0.6
 CD0916'MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING A CATTLE GUARD.
 CD0916'CONTINUE STRAIGHT AHEAD AND GO 1.1 MILES TO THE STATION ON THE
 CD0916'RIGHT SIDE OF THE ROAD AT THE TOP OF THE RIDGE.  CONTINUE
 CD0916'STRAIGHT AHEAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 CD0916'SOUTH, SIDE OF THE ROAD.
 CD0916
 CD0916                          STATION RECOVERY (1974)
 CD0916
 CD0916'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1974 (OWC)
 CD0916'WALKER 1941-GOOD
 CD0916'
 CD0916'WALKER REF.-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0800 ***********************************************************************
 CV0800  DESIGNATION -  WALKER
 CV0800  PID         -  CV0800
 CV0800  STATE/COUNTY-  TX/ANDREWS
 CV0800  USGS QUAD   -  LAZY X RANCH (1971)
 CV0800
 CV0800                         *CURRENT SURVEY CONTROL
 CV0800  ___________________________________________________________________
 CV0800* NAD 83(1993)-  32 15 59.25701(N)    102 38 37.44705(W)     ADJUSTED  
 CV0800* NAVD 88     -       980.4    (meters)    3217.     (feet)  VERTCON   
 CV0800  ___________________________________________________________________
 CV0800  X           -  -1,181,810.097 (meters)                     COMP
 CV0800  Y           -  -5,268,221.788 (meters)                     COMP
 CV0800  Z           -   3,385,963.582 (meters)                     COMP
 CV0800  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 CV0800  ELLIP HEIGHT-         957.00  (meters)          (02/16/96) GPS OBS
 CV0800  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CV0800
 CV0800  HORZ ORDER  -  FIRST
 CV0800  ELLP ORDER  -  FIFTH     CLASS I
 CV0800
 CV0800.The horizontal coordinates were established by classical geodetic methods
 CV0800.and adjusted by the National Geodetic Survey in February 1996..
 CV0800
 CV0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0800
 CV0800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0800
 CV0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0800
 CV0800.The ellipsoidal height was determined by GPS observations
 CV0800.and is referenced to NAD 83.
 CV0800
 CV0800.The geoid height was determined by GEOID03.
 CV0800
 CV0800;                    North         East     Units Scale Factor Converg.
 CV0800;SPC TXNC     - 2,074,211.046   209,696.627   MT  0.99996579   -2 15 35.9
 CV0800;SPC TXNC     - 6,805,140.74    687,979.68   sFT  0.99996579   -2 15 35.9
 CV0800;UTM  13      - 3,572,408.610   721,942.845   MT  1.00020749   +1 15 30.3
 CV0800
 CV0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0800!SPC TXNC     -   0.99984976  x   0.99996579  =   0.99981556
 CV0800!UTM  13      -   0.99984976  x   1.00020749  =   1.00005722
 CV0800
 CV0800|---------------------------------------------------------------------|
 CV0800| PID    Reference Object                     Distance      Geod. Az  |
 CV0800|                                                           dddmmss.s |
 CV0800| CH9858 WALKER RM 1                                        01605     |
 CV0800| CH9857 WALKER AZ MK                                       0972215.9 |
 CV0800| CH9859 WALKER RM 2                                        23949     |
 CV0800|---------------------------------------------------------------------|
 CV0800
 CV0800                          SUPERSEDED SURVEY CONTROL
 CV0800
 CV0800  NAD 83(1993)-  32 15 59.25910(N)    102 38 37.43986(W) AD(       ) 1
 CV0800  ELLIP H (12/21/93)  956.73   (m)                       GP(       ) 4 1
 CV0800  NAD 83(1986)-  32 15 59.25631(N)    102 38 37.43687(W) AD(       ) 1
 CV0800  NAD 27      -  32 15 58.85400(N)    102 38 35.85500(W) AD(       ) 1
 CV0800  NGVD 29 (07/19/86)  980.0    (m)         3215.     (f) VERT ANG       
 CV0800
 CV0800.Superseded values are not recommended for survey control.
 CV0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0800.See file dsdata.txt to determine how the superseded data were derived.
 CV0800
 CV0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR2194372409(NAD 83)
 CV0800_MARKER: DH = HORIZONTAL CONTROL DISK
 CV0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0800_SP_SET: SQUARE CONCRETE MONUMENT
 CV0800_STAMPING: WALKER 1935
 CV0800_MARK LOGO: CGS   
 CV0800_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0800+STABILITY: SURFACE MOTION
 CV0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0800+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1989
 CV0800
 CV0800  HISTORY     - Date     Condition        Report By
 CV0800  HISTORY     - 1935     MONUMENTED       CGS
 CV0800  HISTORY     - 1935     GOOD             CGS
 CV0800  HISTORY     - 1938     GOOD             TXHD
 CV0800  HISTORY     - 1947     GOOD             PHILIP
 CV0800  HISTORY     - 1967     GOOD             CGS
 CV0800  HISTORY     - 1971     GOOD             USGS
 CV0800  HISTORY     - 1988     GOOD             NGS
 CV0800  HISTORY     - 19890203 GOOD             NGS
 CV0800
 CV0800                          STATION DESCRIPTION
 CV0800
 CV0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0800'STATION IS ABOUT 6-1/2 MILES WSW OF ANDREWS, AND IS IN SEC.
 CV0800'6, BLOCK A 43, PUBLIC SCHOOL LAND.  THE STATION IS LOCATED
 CV0800'ON A SANDY RIDGE AND IS ABOUT 0.4 MILE WNW OF THE DRILLING
 CV0800'RIG OF HUMBLE B.S. WALKER NO. 1.  THE MARK PROJECTS 5 INCHES.
 CV0800'
 CV0800'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0800'BRONZE DISKS SET IN CONCRETE.
 CV0800'
 CV0800'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND PROJECTS
 CV0800'4 INCHES.
 CV0800'
 CV0800'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND PROJECTS 6
 CV0800'INCHES.
 CV0800'
 CV0800'THE AZIMUTH MARK IS ABOUT 0.4 MILE ESE OF THE STATION.  IT
 CV0800'IS ABOUT 60 YARDS SW OF THE DRILLING RIG, 103 FEET S OF THE
 CV0800'FENCE AROUND THE OIL PIT, AND 34 FEET W OF THE CENTER OF THE
 CV0800'ROAD.  THE MARK PROJECTS 5 INCHES.
 CV0800'
 CV0800'THE STATION IS REACHED FROM ANDREWS BY GOING W FROM STATE
 CV0800'HIGHWAY 51 FOR 5.0 MILES TO A POINT WHERE THE EUNICE ROAD
 CV0800'INTERSECTS THE MAIN ROAD.  CONTINUE W 1.1 MILES TO A CROSSROADS
 CV0800'ALONG A PIPE LINE.  TURN LEFT OR S AND FOLLOW THE TRAIL 0.4
 CV0800'MILE TO AN ANGLING CROSSROADS.  CONTINUE S 1.3 MILES.  TAKE
 CV0800'THE RIGHT FORK 0.2 MILE SW TO THE DRILLING RIG.  PASS THE
 CV0800'RIG TO THE N AND GO ACROSS COUNTRY WNW 0.4 MILE TO THE HIGHEST
 CV0800'POINT OF THE RIDGE AND THE STATION.
 CV0800'
 CV0800'A 10-FOOT STAND WAS ERECTED.
 CV0800
 CV0800                          STATION RECOVERY (1935)
 CV0800
 CV0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CV0800'RECOVERED IN GOOD CONDITION.
 CV0800
 CV0800                          STATION RECOVERY (1938)
 CV0800
 CV0800'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0800'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0800'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.  DESCRIPTION
 CV0800'AS GIVEN IN REACHING STATION IS SATISFACTORY.
 CV0800
 CV0800                          STATION RECOVERY (1947)
 CV0800
 CV0800'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0800'STATION MARK IN PERFECT CONDITION AND IS STAMPED WALKER 1935.
 CV0800'STATION MARK LOCATED 1 FOOT BELOW SURFACE OF SPOIL BANK,
 CV0800'ABOUT 35 FEET S OF CENTER LINE OF OIL BASE OIL FIELD ROAD FROM
 CV0800'E TO W.
 CV0800'
 CV0800'REFERENCE MARK 1 NOT LOCATED AND NO THOROUGH SEARCH WAS
 CV0800'MADE.  REFERENCE MARK 2 IS IN PERFECT CONDITION AS DESCRIBED
 CV0800'AND ABOUT 40 FEET S OF CENTER LINE OF ROAD.  AZIMUTH MARK
 CV0800'IS IN PERFECT CONDITION.
 CV0800
 CV0800                          STATION RECOVERY (1967)
 CV0800
 CV0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EEM)
 CV0800'STATION, REFERENCE MARK 2, AND AZIMUTH MARK RECOVERED IN
 CV0800'GOOD CONDITION.
 CV0800'
 CV0800'REFERENCE MARK 1 WAS NOT SEARCHED FOR.
 CV0800'
 CV0800'OLD DESCRIPTION INADEQUATE DUE TO CHANGES IN ROAD NETWORK.
 CV0800'A NEW DESCRIPTION FOLLOWS--STATION LOCATED ABOUT 6-1/2 MILES WSW
 CV0800'OF ANDREWS AND IS IN SEC. 6, BLOCK A-43, PUBLIC SCHOOL LAND,
 CV0800'0.1 MILE W OF SHELL WALKER TANK BATTERY 1, AND 25 FT S OF THE
 CV0800'CENTERLINE OF AN E-W ROAD.
 CV0800'
 CV0800'TO REACH STATION--FROM JUNCTION OF U.S. HWY 385 AND STATE
 CV0800'HIGHWAYS 115 AND 176 IN ANDREWS PROCEED W ON STATE HWYS 115
 CV0800'AND 176 FOR 1.3 MILES TO A Y-JUNCTION TAKE LEFT FORK AND
 CV0800'CONTINUE SW ON STATE HWY 115 FOR 5.6 MILES TO A CROSS ROADS,
 CV0800'TURN RIGHT AND FOLLOW PAVED ROAD NW 0.3 MILE TO A T-ROAD W.
 CV0800'TURN LEFT AND FOLLOW GRADED ROAD W FOR 0.4 MILE TO STATION.
 CV0800
 CV0800                          STATION RECOVERY (1971)
 CV0800
 CV0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JLP)
 CV0800'NEW ROUTE DESCRIPTION--
 CV0800'
 CV0800'TO REACH STATION FROM THE COURT HOUSE IN ANDREWS, GO SOUTH ON
 CV0800'U.S. HWY 385 0.1 MILE TO THE JCT. WITH STATE HWY 115, THENCE
 CV0800'DRIVE SOUTHWEST ON STATE HWY 115 6.5 MILES TO A X-RDS, TURN
 CV0800'RIGHT ON PAVED ROAD AND GO 0.3 MILE TO A T-RD LEFT, TURN
 CV0800'LEFT ON DIRT ROAD PASSING THROUGH CATTLE GUARD AND DRIVE 0.4
 CV0800'MILE TO A X-ROADS AND STATION SITE ON THE LEFT.  THE STATION IS
 CV0800'27 FT. SOUTH OF THE E-W ROAD AND 135 FT. WEST OF THE N-S ROAD.
 CV0800'STATION MARK IS A STANDARD USC AND GS DISK STAMPED WALKER
 CV0800'1935 AND SET IN TOP OF A CONC. POST FLUSH WITH THE GRD.
 CV0800
 CV0800                          STATION RECOVERY (1988)
 CV0800
 CV0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CV0800'THE STATION WAS RECOVERED AT THIS DATE.
 CV0800'OTHER MARKS NOT SEARCHED FOR.
 CV0800'
 CV0800'THE STATION IS LOCATED ABOUT 16.0 KM (10.0 MI)
 CV0800'SOUTHWEST OF ANDREWS, 1.2 KM (0.75 MI) WEST OF STATE HIGHWAY 115
 CV0800'AND ON STATE OWNED LAND IN A GAS AND OIL FIELD.  IT IS IN LOW
 CV0800'MESQUITE AND SCRUB OAKS.
 CV0800'OWNERSHIP--STATE OF TEXAS, PO BOX 2708, AMARILLO TX 79105, PHONE
 CV0800'806-355-5671.
 CV0800'
 CV0800'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 AND STATE
 CV0800'HIGHWAYS 115 AND 176 IN ANDREWS, GO WESTERLY ON STATE HIGHWAYS 115
 CV0800'AND 176 FOR 0.8 KM (0.5 MI) TO A FORK.  BEAR LEFT AND GO SOUTHWEST
 CV0800'ON STATE HIGHWAY 115 FOR 2.7 KM (1.7 MI) TO A FORK.  KEEP LEFT AND
 CV0800'CONTINUE SOUTHWEST ON STATE HIGHWAY 115 FOR 6.3 KM (3.9 MI) TO A
 CV0800'PAVED CROSSROAD.  TURN RIGHT AND GO NORTH FOR 0.5 KM (0.3 MI) TO A
 CV0800'GRADED ROAD LEFT.  TURN LEFT AND GO WEST, CROSSING CATTLE GUARD,
 CV0800'FOR 0.7 KM (0.45 MI) TO HIGH GROUND AND THE STATION ON THE LEFT
 CV0800'JUST PAST A CROSSROAD.
 CV0800'
 CV0800'THE STATION MARK IN A STANDARD CGS STATION MARK DISK
 CV0800'STAMPED---WALKER 1935---, SET IN THE TOP OF A 30 CM SQUARE CONCRETE
 CV0800'POST PROJECTING 10 CM FROM A SLOPED BANK.  POST IS BADLY CHIPPED ON
 CV0800'THE NORTH SIDE.  LOCATED 41.8 METERS (137.7 FT) WEST FROM CENTER OF
 CV0800'CROSSROAD, 9.0 METERS (29.5 FT) SOUTH OF AND 1.0 METER (3.3 FT)
 CV0800'HIGHER THAN ROAD CENTER, 0.4 METER (1.3 FT) EAST FROM A FIBERGLASS
 CV0800'WITNESS POST AND 0.3 METER (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS
 CV0800'POST.
 CV0800'
 CV0800'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CV0800'
 CV0800'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CV0800'
 CV0800'DESCRIBED BY D.A. BOWLING.
 CV0800
 CV0800                          STATION RECOVERY (1989)
 CV0800
 CV0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CV0800'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) SOUTHWEST OF ANDREWS,
 CV0800'0.64 KM (0.40 MI) WEST OF STATE HIGHWAY 115, AT THE JUNCTION OF A
 CV0800'GRADED ROAD IN A GAS AND OIL FIELD.  OWNERSHIP--STATE OF TEXAS.
 CV0800'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385 AND STATE
 CV0800'HIGHWAYS 115 AND 176 IN ANDREWS, GO WESTERLY ON STATE HIGHWAYS 115 AND
 CV0800'176 FOR 1.76 KM (1.10 MI) WHERE HIGHWAY 176 FORKS RIGHT.  BEAR LEFT,
 CV0800'SOUTHWEST, ON STATE HIGHWAY 115 FOR 2.69 KM (1.65 MI) TO A FORK.  KEEP
 CV0800'LEFT, AND GO SOUTHWEST ON HIGHWAY 115 FOR 6.29 KM (3.90 MI) TO A PAVED
 CV0800'CROSSROAD.  TURN RIGHT AND GO NORTH FOR 0.47 KM (0.30 MI) TO A GRADED
 CV0800'ROAD LEFT. TURN LEFT AND GO WEST CROSSING A CATTLE GUARD FOR 0.71 KM
 CV0800'(0.45 MI) TO HIGH GROUND AND THE STATION ON THE LEFT JUST PAST A
 CV0800'CROSSROAD.
 CV0800'THE STATION IS 41.8 M (137.1 FT) WEST OF THE CROSSROAD CENTER, 9.0 M
 CV0800'(29.5 FT) SOUTH OF THE ROAD CENTER, 0.4 M (1.3 FT) EAST OF A WITNESS
 CV0800'POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND PROJECTS 10 CM FROM
 CV0800'A SLOPED BANK.
 CV0800'DESCRIBED BY R.D.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1890 ***********************************************************************
 FL1890  DESIGNATION -  WALKER
 FL1890  PID         -  FL1890
 FL1890  STATE/COUNTY-  TX/WHEELER
 FL1890  USGS QUAD   -  ALLISON SW (1963)
 FL1890
 FL1890                         *CURRENT SURVEY CONTROL
 FL1890  ___________________________________________________________________
 FL1890* NAD 83(1993)-  35 30 09.89012(N)    100 14 18.52213(W)     ADJUSTED  
 FL1890* NAVD 88     -       760.     (meters)    2493.     (feet)  SCALED    
 FL1890  ___________________________________________________________________
 FL1890  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 FL1890  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FL1890
 FL1890  HORZ ORDER  -  SECOND
 FL1890
 FL1890.The horizontal coordinates were established by classical geodetic methods
 FL1890.and adjusted by the National Geodetic Survey in February 1996..
 FL1890
 FL1890.The orthometric height was scaled from a topographic map.
 FL1890
 FL1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1890
 FL1890.The geoid height was determined by GEOID03.
 FL1890
 FL1890;                    North         East     Units Scale Factor Converg.
 FL1890;SPC TX N     - 1,167,440.046   314,440.011   MT  0.99991197   +0 43 51.9
 FL1890;SPC TX N     - 3,830,176.22  1,031,625.27   sFT  0.99991197   +0 43 51.9
 FL1890;UTM  14      - 3,929,503.188   387,679.510   MT  0.99975547   -0 43 09.5
 FL1890
 FL1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1890!SPC TX N     -   0.99988493  x   0.99991197  =   0.99979691
 FL1890!UTM  14      -   0.99988493  x   0.99975547  =   0.99964043
 FL1890
 FL1890:                Primary Azimuth Mark                     Grid Az
 FL1890:SPC TX N     -  WALKER AZ MK                             014 28 13.9
 FL1890:UTM  14      -  WALKER AZ MK                             015 55 15.3
 FL1890
 FL1890|---------------------------------------------------------------------|
 FL1890| PID    Reference Object                     Distance      Geod. Az  |
 FL1890|                                                           dddmmss.s |
 FL1890| CL3542 WALKER AZ MK                                       0151205.8 |
 FL1890| CL3543 WALKER RM 1                           5.400 METERS 01613     |
 FL1890| CL3544 WALKER RM 2                           5.924 METERS 11215     |
 FL1890| FL1963 WHEELER MUNICIPAL TANK              APPROX. 7.2 KM 2044526.3 |
 FL1890|---------------------------------------------------------------------|
 FL1890
 FL1890                          SUPERSEDED SURVEY CONTROL
 FL1890
 FL1890  NAD 83(1993)-  35 30 09.89070(N)    100 14 18.52187(W) AD(       ) 2
 FL1890  NAD 83(1986)-  35 30 09.89409(N)    100 14 18.51168(W) AD(       ) 2
 FL1890  NAD 27      -  35 30 09.72300(N)    100 14 17.07400(W) AD(       ) 2
 FL1890
 FL1890.Superseded values are not recommended for survey control.
 FL1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1890.See file dsdata.txt to determine how the superseded data were derived.
 FL1890
 FL1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8768029503(NAD 83)
 FL1890_MARKER: DS = TRIANGULATION STATION DISK
 FL1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1890
 FL1890  HISTORY     - Date     Condition        Report By
 FL1890  HISTORY     - 1951     MONUMENTED       CGS
 FL1890
 FL1890                          STATION DESCRIPTION
 FL1890
 FL1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1890'THE STATION IS ON A LOW SANDY HILL WHICH IS THE HIGHEST IN THE
 FL1890'VICINITY, 4 MILES NORTH AND 2 MILES EAST OF WHEELER.  IT IS 200
 FL1890'YARDS WEST OF THE SOUTHEAST FENCE CORNER AND GATE INTO PASTURE
 FL1890'LAND, 5 FEET NORTH OF AN EAST-WEST FENCE, AND 4 FEET NORTH OF A
 FL1890'WITNESS POST.  THE STATION MARK IS A BRONZE DISK STAMPED WALKER
 FL1890'1950 AND IS SET IN A CONCRETE POST THAT PROJECTS 1 INCH.
 FL1890'
 FL1890'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF AN EAST-WEST FENCE.  IT
 FL1890'IS A BRONZE DISK STAMPED WALKER NO 1 1950 AND IS SET IN A CONCRETE
 FL1890'POST THAT PROJECTS 4 INCHES.
 FL1890'
 FL1890'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE.  IT IS
 FL1890'A BRONZE DISK STAMPED WALKER NO 2 1950 AND IS SET IN A CONCRETE
 FL1890'POST THAT PROJECTS 1 INCH.  THE MARK IS ABOUT 2 FEET BELOW
 FL1890'STATION ELEVATION.
 FL1890'
 FL1890'THE AZIMUTH MARK LOCATED 0.3 MILE NORTH OF THE GATE INTO THE
 FL1890'PASTURE, 0.1 MILE NORTHEAST OF A WOOD WINDMILL TOWER, 2 FEET
 FL1890'WEST OF A NORTH-SOUTH FENCE AND WITNESS POST.  IT IS A BRONZE
 FL1890'DISK STAMPED WALKER 1950 AND IS SET IN A CONCRETE POST THAT
 FL1890'PROJECTS 7 INCHES.
 FL1890'
 FL1890'TO REACH FROM THE COURTHOUSE IN WHEELER, GO EAST ON STATE HIGHWAY
 FL1890'152 FOR 2.1 MILES, TURN NORTH AND GO 4.2 MILES PASSING THROUGH
 FL1890'GATE, TURN LEFT AND FOLLOW THE FENCE TO THE STATION AS DESCRIBED.
 FL1890'TO REACH THE AZIMUTH MARK AFTER PASSING THROUGH THE GATE, CONTINUE
 FL1890'NORTH ALONG THE NORTH-SOUTH FENCE FOR 0.3 MILE TO THE AZIMUTH
 FL1890'MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2906 ***********************************************************************
 CS2906  DESIGNATION -  WALKER 2
 CS2906  PID         -  CS2906
 CS2906  STATE/COUNTY-  TX/TARRANT
 CS2906  USGS QUAD   -  HURST (1981)
 CS2906
 CS2906                         *CURRENT SURVEY CONTROL
 CS2906  ___________________________________________________________________
 CS2906* NAD 83(1993)-  32 48 32.05033(N)    097 13 10.94925(W)     ADJUSTED  
 CS2906* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 CS2906  ___________________________________________________________________
 CS2906  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 CS2906  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS2906
 CS2906  HORZ ORDER  -  FIRST
 CS2906
 CS2906.The horizontal coordinates were established by classical geodetic methods
 CS2906.and adjusted by the National Geodetic Survey in February 1996..
 CS2906
 CS2906.The orthometric height was scaled from a topographic map.
 CS2906
 CS2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2906
 CS2906.The geoid height was determined by GEOID03.
 CS2906
 CS2906;                    North         East     Units Scale Factor Converg.
 CS2906;SPC TXNC     - 2,127,392.865   719,887.481   MT  0.99988154   +0 41 53.8
 CS2906;SPC TXNC     - 6,979,621.42  2,361,830.84   sFT  0.99988154   +0 41 53.8
 CS2906;UTM  14      - 3,631,505.577   666,676.197   MT  0.99994256   +0 57 53.5
 CS2906
 CS2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2906!SPC TXNC     -   0.99997654  x   0.99988154  =   0.99985808
 CS2906!UTM  14      -   0.99997654  x   0.99994256  =   0.99991910
 CS2906
 CS2906:                Primary Azimuth Mark                     Grid Az
 CS2906:SPC TXNC     -  WALKER AZ MK                             090 44 32.5
 CS2906:UTM  14      -  WALKER AZ MK                             090 28 32.8
 CS2906
 CS2906|---------------------------------------------------------------------|
 CS2906| PID    Reference Object                     Distance      Geod. Az  |
 CS2906|                                                           dddmmss.s |
 CS2906| CY3052 WALKER AZ MK                                       0912626.3 |
 CS2906| CY3053 WALKER AZ MK RESET                                 1210602.2 |
 CS2906| CS2913 ARLINGTON MUNICIPAL TANK            APPROX.12.5 KM 1292116.6 |
 CS2906| CY3054 WALKER RM 1                          35.470 METERS 13647     |
 CS2906| CY3055 WALKER RM 2                          55.550 METERS 18556     |
 CS2906| CS2898 FORT WORTH TV STA KFJZ TOWER        APPROX. 5.7 KM 2041718.7 |
 CS2906| CS3013 FORT WORTH TV STA WBAP TOWER        APPROX. 7.9 KM 2152319.2 |
 CS2906| CS2979 FORT WORTH TV STA KTVT TOWER        APPROX.18.2 KM 2421726.8 |
 CS2906|---------------------------------------------------------------------|
 CS2906
 CS2906                          SUPERSEDED SURVEY CONTROL
 CS2906
 CS2906  NAD 83(1993)-  32 48 32.05377(N)    097 13 10.93282(W) AD(       ) 1
 CS2906  NAD 83(1986)-  32 48 32.05476(N)    097 13 10.93233(W) AD(       ) 1
 CS2906  NAD 27      -  32 48 31.59300(N)    097 13 09.88500(W) AD(       ) 1
 CS2906
 CS2906.Superseded values are not recommended for survey control.
 CS2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2906.See file dsdata.txt to determine how the superseded data were derived.
 CS2906
 CS2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6667631506(NAD 83)
 CS2906_MARKER: DS = TRIANGULATION STATION DISK
 CS2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2906_STAMPING: WALKER 2 1961
 CS2906_PROJECTION: RECESSED 30 CENTIMETERS
 CS2906
 CS2906  HISTORY     - Date     Condition        Report By
 CS2906  HISTORY     - 1961     MONUMENTED       CGS
 CS2906  HISTORY     - 1963     GOOD             CGS
 CS2906  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS2906
 CS2906                          STATION DESCRIPTION
 CS2906
 CS2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WCR)
 CS2906'THE REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH MARK WERE
 CS2906'RECOVERED IN GOOD CONDITION.  THE SUB-SURFACE STATION MARK
 CS2906'WAS SEARCHED FOR BUT WAS NOT FOUND.  EVIDENTLY THE SUB-SURFACE
 CS2906'MARK WAS DESTROYED WHEN THE BANK WAS CUT AWAY DURING ROAD
 CS2906'CONSTRUCTION.  THE SURFACE MONUMENT WAS FOUND TO BE DESTROYED
 CS2906'AND THE DISK WAS SALVAGED WHEN THE STATION WAS RECOVERED IN
 CS2906'1950.
 CS2906'
 CS2906'A NEW SURFACE AND SUB-SURFACE STATION MARK WERE RESET.  THE 1947
 CS2906'DISTANCES FROM REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CS2906'WERE USED TO ESTABLISH WALKER 2 1961 AT THE APPROXIMATE POSITION
 CS2906'OF THE ORIGINAL POSITION OF WALKER 1947.
 CS2906'
 CS2906'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE USED TO SERVE
 CS2906'WALKER 2 1961.
 CS2906'
 CS2906'THE STATION IS ABOUT 7 MILES NORTHEAST OF THE CENTRAL PART OF
 CS2906'FORT WORTH, 3 MILES WEST OF HURST, 2 MILES EAST OF HALTOM CITY,
 CS2906'AND ABOUT 135 YARDS EAST OF HANDLEY-EDERVILLE ROAD, ON THE
 CS2906'SOUTH RIGHT-OF-WAY ALONG STATE HIGHWAY 183.
 CS2906'
 CS2906'TO REACH THE STATION FROM THE JUNCTION OF BELKNAP BLVD. AND
 CS2906'NE 28TH STREET IN FORT WORTH, GO NORTHERLY ON STATE HIGHWAY
 CS2906'183 FOR 0.7 MILE, BEARS RIGHT LEAVING HIGHWAY 377, CONTINUE
 CS2906'ON STATE HIGHWAY 183 FOR 1.1 MILES TO WHERE STATE HIGHWAYS 121
 CS2906'AND 183 SEPARATES.  KEEP RIGHT, AND CONTINUE ON STATE HIGHWAY
 CS2906'183 FOR 1.6 MILES TO STATION ON THE RIGHT.
 CS2906'
 CS2906'STATION MARKS ARE STANDARD DISKS STAMPED WALKER 2 1961.  THE
 CS2906'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 12 INCHES
 CS2906'BELOW THE SURFACE OF THE GROUND.  IT IS DUE SOUTH OF THE
 CS2906'PROLONGATION OF THE CENTER LINE OF NORTON DRIVE, 66 FEET EAST OF
 CS2906'A CONCRETE POST OF THE BELL TELEPHONE COMPANY, 40 FEET SOUTH
 CS2906'OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF HIGHWAY
 CS2906'183, 25 FEET NORTHWEST OF A POWER LINE POLE, AND 18 FEET NORTH
 CS2906'OF THE RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET IN
 CS2906'A SQUARE CONCRETE POST 54 INCHES BELOW THE SURFACE OF THE
 CS2906'GROUND.
 CS2906'
 CS2906'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WALKER NO 1 1947,
 CS2906'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 CS2906'IS 122 FEET WEST OF A SIDE ROAD, 75 FEET WEST OF A POWER LINE
 CS2906'POLE WITH TRANSFORMER, 57 FEET SOUTH OF THE EAST BOUND TRAFFIC
 CS2906'LANE OF HIGHWAY 183, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 CS2906'FENCE.
 CS2906'
 CS2906'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WALKER NO 2 1947, IS
 CS2906'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 CS2906'163 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 15 FEET NORTH OF A
 CS2906'CONCRETE FOUNDATION.
 CS2906'
 CS2906'AZIMUTH MARK, A STANDARD DISK STAMPED WALKER 1947, IS SET IN A
 CS2906'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CS2906'68 FEET EAST OF A POWER LINE POLE, 61 FEET WEST OF THE PROLONGATION
 CS2906'OF THE CENTER LINE OF LABADIE DRIVE, 57 FEET SOUTH OF THE
 CS2906'CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF HIGHWAY 183, AND
 CS2906'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 CS2906'
 CS2906'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 CS2906'HIGHWAY 183 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 CS2906'
 CS2906'NOTE--DISTANCE TO REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE
 CS2906'TENSION WITH A STANDARDIZED TAPE.
 CS2906
 CS2906                          STATION RECOVERY (1963)
 CS2906
 CS2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2906'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 CS2906'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 CS2906'TO BE PULLED OUT OF THE GROUND AND LAYING IN A GRADER DITCH.
 CS2906'A NEW AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION IS AS
 CS2906'FOLLOWS--
 CS2906'
 CS2906'THE STATION IS ABOUT 7 MILES NORTHEAST OF THE CENTRAL PART
 CS2906'OF FORT WORTH, 3 MILES WEST OF HURST, 2 MILES EAST OF HALTOM
 CS2906'CITY, AND ABOUT 135 YARDS EAST OF HANDLEY-EDERVILLE ROAD, ON
 CS2906'THE SOUTH RIGHT-OF-WAY ALONG STATE HIGHWAY 183.
 CS2906'
 CS2906'TO REACH THE STATION FROM THE JUNCTION OF BELKNAP BLVD. AND
 CS2906'NE 28TH STREET IN FORT WORTH, GO NORTHERLY ON STATE HIGHWAY
 CS2906'183 FOR 0.7 MILE, HIGHWAY 183 BEARS RIGHT LEAVING HIGHWAY 377,
 CS2906'CONTINUE ON STATE HIGHWAY 183 FOR 1.1 MILES TO WHERE STATE
 CS2906'HIGHWAYS 121 AND 183 SEPARATES.  KEEP RIGHT, AND CONTINUE ON
 CS2906'STATE HIGHWAY 183 FOR 1.6 MILES TO STATION.
 CS2906'
 CS2906'STATION MARKS ARE STANDARD DISKS STAMPED WALKER 2 1961.  THE
 CS2906'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 12
 CS2906'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS DUE SOUTH
 CS2906'OF THE PROLONGATION OF THE CENTER LINE OF NORTON DRIVE, 66 FEET
 CS2906'EAST OF A CONCRETE POST OF THE BELL TELEPHONE COMPANY, 40 FEET
 CS2906'SOUTH OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF
 CS2906'HIGHWAY 183, 25 FEET NORTHWEST OF A POWER LINE POLE, AND 18 FEET
 CS2906'NORTH OF THE RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET IN
 CS2906'A SQUARE CONCRETE POST 54 INCHES BELOW THE SURFACE OF
 CS2906'THE GROUND.
 CS2906'
 CS2906'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WALKER NO 1 1947,
 CS2906'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 CS2906'IS 122 FEET WEST OF A SIDE ROAD, 75 FEET WEST OF A POWER LINE
 CS2906'POLE WITH TRANSFORMER, 57 FEET SOUTH OF THE EAST BOUND TRAFFIC
 CS2906'LANE OF HIGHWAY 183, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 CS2906'
 CS2906'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WALKER NO 2 1947,
 CS2906'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CS2906'IT IS 163 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 15 FEET NORTH
 CS2906'OF A CONCRETE FOUNDATION.
 CS2906'
 CS2906'AZIMUTH MARK, A STANDARD DISK STAMPED WALKER 1947 RESET 1963,
 CS2906'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 CS2906'THE GROUND.  IT IS 57 FEET NORTH OF THE CENTER LINE OF THE WEST
 CS2906'BOUND TRAFFIC LANE OF STATE HIGHWAY 183, 30 FEET WEST OF THE
 CS2906'CENTER OF LABADIE DRIVE, 10.5 FEET WEST-NORTHWEST OF THE
 CS2906'STREET SIGN POST, AND 3 FEET WEST OF A GUYED POLE WHICH SUPPORTS
 CS2906'POWER POLE NO. 13/6, AND IS IN LINE WITH THE POWER POLES.
 CS2906'
 CS2906'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 CS2906'HIGHWAY 183 FOR 0.25 MILE TO AZIMUTH MARK ON THE LEFT.
 CS2906'
 CS2906'NOTE--DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A 5 KG.
 CS2906'TAPE TENSION WITH A STANDARDIZED TAPE.
 CS2906
 CS2906                          STATION RECOVERY (1997)
 CS2906
 CS2906'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5293 ***********************************************************************
 AH5293  DESIGNATION -  WALKER ET
 AH5293  PID         -  AH5293
 AH5293  STATE/COUNTY-  TX/EASTLAND
 AH5293  USGS QUAD   -  RANGER (1987)
 AH5293
 AH5293                         *CURRENT SURVEY CONTROL
 AH5293  ___________________________________________________________________
 AH5293* NAD 83(1993)-  32 25 00.69608(N)    098 44 14.45455(W)     ADJUSTED  
 AH5293* NAVD 88     -       476.4    (meters)    1563.     (feet)  VERTCON   
 AH5293  ___________________________________________________________________
 AH5293  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AH5293  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AH5293
 AH5293  HORZ ORDER  -  THIRD
 AH5293
 AH5293.The horizontal coordinates were established by classical geodetic methods
 AH5293.and adjusted by the National Geodetic Survey in July 1998..
 AH5293
 AH5293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5293
 AH5293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5293
 AH5293.The geoid height was determined by GEOID03.
 AH5293
 AH5293;                    North         East     Units Scale Factor Converg.
 AH5293;SPC TXNC     - 2,083,215.119   577,675.763   MT  0.99993355   -0 07 46.0
 AH5293;SPC TXNC     - 6,834,681.60  1,895,257.90   sFT  0.99993355   -0 07 46.0
 AH5293;UTM  14      - 3,586,673.349   524,695.976   MT  0.99960752   +0 08 26.9
 AH5293
 AH5293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5293!SPC TXNC     -   0.99992968  x   0.99993355  =   0.99986323
 AH5293!UTM  14      -   0.99992968  x   0.99960752  =   0.99953722
 AH5293
 AH5293                          SUPERSEDED SURVEY CONTROL
 AH5293
 AH5293  NGVD 29 (07/28/98)  476.3    (m)         1563.     (f) VERT ANG       
 AH5293
 AH5293.Superseded values are not recommended for survey control.
 AH5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5293.See file dsdata.txt to determine how the superseded data were derived.
 AH5293
 AH5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA2469686673(NAD 83)
 AH5293_MARKER: DS = TRIANGULATION STATION DISK
 AH5293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5293_PROJECTION: FLUSH
 AH5293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5293+STABILITY: SURFACE MOTION
 AH5293
 AH5293  HISTORY     - Date     Condition        Report By
 AH5293  HISTORY     - 1965     MONUMENTED       USGS
 AH5293
 AH5293                          STATION DESCRIPTION
 AH5293
 AH5293'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5293'STATION IS ON A BROAD, HIGH RIDGE BETWEEN EASTLAND AND RANGER,
 AH5293'EASTLAND CO., TEXAS.  IT IS S. OF U.S. HIGHWAY 80, ABOUT 1.0 MI. ESE.
 AH5293'OF OLDEN, TEXAS.
 AH5293'TO REACH FROM THE COURTHOUSE IN EASTLAND, DRIVE E. ON U.S. 80 FOR 5.0
 AH5293'MI. TO A DIRT RD. S., THENCE RIGHT AND IMMEDIATELY ON THE LEFT THERE
 AH5293'IS A WIRE GATE, AND A LARGE OUTDOOR MOVIE SCREEN 400 FT. TO THE SE.
 AH5293'STATION IS 2 FT. N. OF THE 55 FT. HIGH SCREEN, AND ABOUT 20 FT. E. OF
 AH5293'W. END OF SCREEN.
 AH5293'STATION MARK--USGS STANDARD TABLET SET IN TOP OF CONCRETE POST
 AH5293'PROJECTING 0.4 FT., STAMPED---WALKER ET 1965 - 1563---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1325 ***********************************************************************
 AJ1325  DESIGNATION -  WALKER USGS BM
 AJ1325  PID         -  AJ1325
 AJ1325  STATE/COUNTY-  TX/DUVAL
 AJ1325  USGS QUAD   -  FREER NORTH (1971)
 AJ1325
 AJ1325                         *CURRENT SURVEY CONTROL
 AJ1325  ___________________________________________________________________
 AJ1325* NAD 83(1993)-  27 54 16.82499(N)    098 34 13.69462(W)     ADJUSTED  
 AJ1325* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 AJ1325  ___________________________________________________________________
 AJ1325  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AJ1325  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AJ1325
 AJ1325  HORZ ORDER  -  SECOND
 AJ1325
 AJ1325.The horizontal coordinates were established by classical geodetic methods
 AJ1325.and adjusted by the National Geodetic Survey in February 1996..
 AJ1325
 AJ1325.The orthometric height was scaled from a topographic map.
 AJ1325
 AJ1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1325
 AJ1325.The geoid height was determined by GEOID03.
 AJ1325
 AJ1325;                    North         East     Units Scale Factor Converg.
 AJ1325;SPC TX S     - 5,247,964.952   293,062.147   MT  1.00001884   -0 01 55.2
 AJ1325;SPC TX S     -17,217,698.35    961,488.06   sFT  1.00001884   -0 01 55.2
 AJ1325;UTM  14      - 3,086,716.803   542,269.733   MT  0.99962205   +0 12 03.7
 AJ1325
 AJ1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1325!SPC TX S     -   0.99996806  x   1.00001884  =   0.99998690
 AJ1325!UTM  14      -   0.99996806  x   0.99962205  =   0.99959012
 AJ1325
 AJ1325:                Primary Azimuth Mark                     Grid Az
 AJ1325:SPC TX S     -  GRAY                                     070 21 32.0
 AJ1325:UTM  14      -  GRAY                                     070 07 33.1
 AJ1325
 AJ1325|---------------------------------------------------------------------|
 AJ1325| PID    Reference Object                     Distance      Geod. Az  |
 AJ1325|                                                           dddmmss.s |
 AJ1325| AJ1238 GRAY                                APPROX.13.3 KM 0701936.8 |
 AJ1325|---------------------------------------------------------------------|
 AJ1325
 AJ1325                          SUPERSEDED SURVEY CONTROL
 AJ1325
 AJ1325  NAD 83(1986)-  27 54 16.83057(N)    098 34 13.67069(W) AD(       ) 2
 AJ1325  NAD 27      -  27 54 15.76600(N)    098 34 12.61700(W) AD(       ) 2
 AJ1325
 AJ1325.Superseded values are not recommended for survey control.
 AJ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1325.See file dsdata.txt to determine how the superseded data were derived.
 AJ1325
 AJ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4227086717(NAD 83)
 AJ1325_MARKER: DB = BENCH MARK DISK
 AJ1325_SETTING: 0 = UNSPECIFIED SETTING
 AJ1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1325
 AJ1325  HISTORY     - Date     Condition        Report By
 AJ1325  HISTORY     - 1935     MONUMENTED       USGS
 AJ1325
 AJ1325                          STATION DESCRIPTION
 AJ1325
 AJ1325'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 AJ1325'STATION IS LOCATED ABOUT 3-1/2 MILES ENE OF FREER AND ABOUT
 AJ1325'22-1/2 MILES W OF N FROM SAN DIEGO AND ON A HIGH RIDGE WHICH
 AJ1325'OVERLOOKS THE FREER OIL FIELD TO THE W AND HAS PROMINENT STONE
 AJ1325'CLIFFS AT ITS NW END.  IT IS IN ROCKY, BRUSH-COVERED PASTURE
 AJ1325'LAND ABOUT 1/3 MILE A LITTLE W OF NW FROM AN OIL DERRICK.
 AJ1325'
 AJ1325'MARK IS UNSTAMPED U.S.G.S.B.M. STANDARD DISK SET IN BRONZE
 AJ1325'CAP ATOP 4-INCH GALVANIZED IRON PIPE.  MARK IS LOCATED 6.703
 AJ1325'METERS (21.99 FEET) NW OF TRIANGULATION STATION WALKER, LOCATED
 AJ1325'APPROXIMATELY 3-1/2 MILES ENE OF FREER AND ABOUT 22-1/2 MILES
 AJ1325'W OF N FROM SAN DIEGO.  MARK RECOVERED IN GOOD CONDITION AND
 AJ1325'WAS CUT IN FROM STATION WALKER.
 AJ1325'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0588 ***********************************************************************
 AW0588  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0588  DESIGNATION -  WALL
 AW0588  PID         -  AW0588
 AW0588  STATE/COUNTY-  TX/GALVESTON
 AW0588  USGS QUAD   -  GALVESTON (1994)
 AW0588
 AW0588                         *CURRENT SURVEY CONTROL
 AW0588  ___________________________________________________________________
 AW0588* NAD 83(1993)-  29 17 51.90512(N)    094 46 40.96676(W)     ADJUSTED  
 AW0588* NAVD 88     -         4.349  (meters)      14.27   (feet)  ADJUSTED  
 AW0588  ___________________________________________________________________
 AW0588  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AW0588  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0588  DYNAMIC HT  -           4.343 (meters)      14.25  (feet)  COMP
 AW0588  MODELED GRAV-     979,262.5   (mgal)                       NAVD 88
 AW0588  OBS GRAVITY -     979,260.2   (mgal)                       GRAV_OBS
 AW0588
 AW0588  HORZ ORDER  -  THIRD
 AW0588  VERT ORDER  -  FIRST     CLASS II
 AW0588
 AW0588.The horizontal coordinates were established by classical geodetic methods
 AW0588.and adjusted by the National Geodetic Survey in February 1996..
 AW0588
 AW0588.The orthometric height was determined by differential leveling
 AW0588.and adjusted by the National Geodetic Survey in March 1997..
 AW0588
 AW0588.This Tidal Bench Mark is designated as VM 855
 AW0588.by the Center for Operational Oceanographic Products and Services.
 AW0588
 AW0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0588
 AW0588.The geoid height was determined by GEOID03.
 AW0588
 AW0588.The dynamic height is computed by dividing the NAVD 88
 AW0588.geopotential number by the normal gravity value computed on the
 AW0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0588.degrees latitude (g = 980.6199 gals.).
 AW0588
 AW0588.The modeled gravity was interpolated from observed gravity values.
 AW0588.The observed gravity was obtained from relative gravimeter ties
 AW0588.to the IGSN71 gravity network.
 AW0588
 AW0588;                    North         East     Units Scale Factor Converg.
 AW0588;SPC TXSC     - 4,169,698.483 1,010,052.968   MT  0.99986345   +2 04 06.2
 AW0588;SPC TXSC     -13,680,085.77  3,313,815.45   sFT  0.99986345   +2 04 06.2
 AW0588;UTM  15      - 3,242,286.200   327,302.502   MT  0.99996803   -0 52 13.1
 AW0588
 AW0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0588!SPC TXSC     -   1.00000349  x   0.99986345  =   0.99986694
 AW0588!UTM  15      -   1.00000349  x   0.99996803  =   0.99997152
 AW0588
 AW0588:                Primary Azimuth Mark                     Grid Az
 AW0588:SPC TXSC     -  SOUTH JETTY LIGHT                        066 01 46.9
 AW0588:UTM  15      -  SOUTH JETTY LIGHT                        068 58 06.2
 AW0588
 AW0588|---------------------------------------------------------------------|
 AW0588| PID    Reference Object                     Distance      Geod. Az  |
 AW0588|                                                           dddmmss.s |
 AW0588| AW5766 SOUTH JETTY LIGHT                   APPROX. 8.9 KM 0680553.1 |
 AW0588| AW5895 BUCCANEER 1933                      APPROX. 1.3 KM 2303936.5 |
 AW0588|---------------------------------------------------------------------|
 AW0588
 AW0588                          SUPERSEDED SURVEY CONTROL
 AW0588
 AW0588  NAD 83(1986)-  29 17 51.92037(N)    094 46 40.94729(W) AD(       ) 3
 AW0588  NAD 27      -  29 17 51.06527(N)    094 46 40.24680(W) AD(       ) 3
 AW0588  NAVD 88 (06/15/91)    4.395  (m)           14.42   (f) UNKNOWN     1 1
 AW0588  NGVD 29 (12/23/87)    4.391  (m)           14.41   (f) ADJUSTED    1 1
 AW0588
 AW0588.Superseded values are not recommended for survey control.
 AW0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0588.See file dsdata.txt to determine how the superseded data were derived.
 AW0588
 AW0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2730342286(NAD 83)
 AW0588_MARKER: DS = TRIANGULATION STATION DISK
 AW0588_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0588_SP_SET: SEAWALL
 AW0588_STAMPING: WALL 1933 ELEV. 15.279 FT.
 AW0588_MARK LOGO: CGS   
 AW0588_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0588+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0588
 AW0588  HISTORY     - Date     Condition        Report By
 AW0588  HISTORY     - 1933     MONUMENTED       CGS
 AW0588  HISTORY     - 1939     GOOD             CGS
 AW0588  HISTORY     - 1939     GOOD             CGS
 AW0588  HISTORY     - 1939     GOOD             CGS
 AW0588  HISTORY     - 1942     GOOD             CGS
 AW0588  HISTORY     - 1947     GOOD             CGS
 AW0588  HISTORY     - 1951     GOOD             CGS
 AW0588  HISTORY     - 1960     GOOD             CGS
 AW0588  HISTORY     - 1964     GOOD             CGS
 AW0588  HISTORY     - 1966     GOOD             LOCSUR
 AW0588  HISTORY     - 1973     GOOD             NGS
 AW0588  HISTORY     - 1973     GOOD             NGS
 AW0588  HISTORY     - 1976     GOOD             NGS
 AW0588  HISTORY     - 1977     GOOD             USCG
 AW0588  HISTORY     - 1977     GOOD             LOCSUR
 AW0588  HISTORY     - 1978     GOOD             USCG
 AW0588  HISTORY     - 1978     GOOD             NGS
 AW0588  HISTORY     - 1979     GOOD             NGS
 AW0588  HISTORY     - 1983     GOOD             NGS
 AW0588  HISTORY     - 1984     GOOD             USPSQD
 AW0588  HISTORY     - 1987     GOOD             USPSQD
 AW0588  HISTORY     - 1987     GOOD             USPSQD
 AW0588  HISTORY     - 1987     GOOD             USPSQD
 AW0588  HISTORY     - 1987     GOOD             USPSQD
 AW0588  HISTORY     - 1987     GOOD             NGS
 AW0588  HISTORY     - 1988     GOOD             USPSQD
 AW0588  HISTORY     - 1988     GOOD             USPSQD
 AW0588  HISTORY     - 1988     GOOD             USPSQD
 AW0588  HISTORY     - 1988     GOOD             USPSQD
 AW0588  HISTORY     - 1988     GOOD             USPSQD
 AW0588  HISTORY     - 1988     GOOD             USPSQD
 AW0588  HISTORY     - 1988     GOOD             USPSQD
 AW0588  HISTORY     - 1988     GOOD             USPSQD
 AW0588  HISTORY     - 1988     GOOD             USPSQD
 AW0588  HISTORY     - 1989     GOOD             USPSQD
 AW0588  HISTORY     - 1989     GOOD             USPSQD
 AW0588  HISTORY     - 1989     GOOD             USPSQD
 AW0588  HISTORY     - 1989     GOOD             USPSQD
 AW0588  HISTORY     - 1989     GOOD             USPSQD
 AW0588  HISTORY     - 1989     GOOD             USPSQD
 AW0588  HISTORY     - 1989     GOOD             USPSQD
 AW0588  HISTORY     - 1989     GOOD             USPSQD
 AW0588  HISTORY     - 1989     GOOD             USPSQD
 AW0588  HISTORY     - 1989     GOOD             USPSQD
 AW0588  HISTORY     - 1990     GOOD             USPSQD
 AW0588  HISTORY     - 19950722 GOOD             USPSQD
 AW0588  HISTORY     - 19951006 GOOD             CHANCE
 AW0588  HISTORY     - 19961205 GOOD             NGS
 AW0588  HISTORY     - 20020719 GOOD             USPSQD
 AW0588  HISTORY     - 20031210 GOOD             USPSQD
 AW0588  HISTORY     - 20041210 GOOD             USPSQD
 AW0588  HISTORY     - 20051214 GOOD             USPSQD
 AW0588
 AW0588                          STATION DESCRIPTION
 AW0588
 AW0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW0588'AT GALVESTON, BETWEEN TWELFTH AND THIRTEENTH STREETS, DIRECTLY
 AW0588'OPPOSITE THE SOUTHWEST OUTDOOR ADVERTISING BUILDING, AT AN
 AW0588'ANGLE IN THE SEA WALL, 1.03 METERS FROM THE SE EDGE, AND
 AW0588'0.73 METER SW OF A P.I. MARKER OF THE WALL.  THE MARKER
 AW0588'IS AN IRON BOLT WITH CROSS, 1/2 INCH ABOVE THE SURFACE OF
 AW0588'THE WALL.
 AW0588'
 AW0588'STATION IS MARKED BY A BRONZE STATION DISK SET FLUSH IN THE
 AW0588'SURFACE OF THE WALL.
 AW0588'
 AW0588'NO REFERENCE MARK WAS SET.
 AW0588'
 AW0588'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 AW0588
 AW0588                          STATION RECOVERY (1939)
 AW0588
 AW0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW0588'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1939)
 AW0588
 AW0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GRS)
 AW0588'AT GALVESTON, ABOUT 0.8 MILE NORTHEAST OF THE BUCCANEER HOTEL,
 AW0588'ABOUT 3.0 MILES SOUTHWEST OF THE NORTHEAST END OF THE GALVESTON
 AW0588'SEA WALL, IN THE TOP OF THE WALL, AND AT THE POINT OF INTERSECTION
 AW0588'OF CENTER LINES FORMED BY AN ANGLE.  A STANDARD TRIANGULATION
 AW0588'STATION DISK, STAMPED WALL 1933.  (4.657 METERS OR 15.279
 AW0588'FEET.)
 AW0588
 AW0588                          STATION RECOVERY (1939)
 AW0588
 AW0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW0588'ORIGINAL DESCRIPTION SUFFICIENT.  STATION RECOVERED AS DESCRIBED
 AW0588'IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1942)
 AW0588
 AW0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCA)
 AW0588'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  TWO REFERENCE
 AW0588'MARKS WERE ESTABLISHED AT THIS TIME.
 AW0588'
 AW0588'STATION MARK IS SET IN A DRILL HOLE IN THE WALL.
 AW0588'
 AW0588'REFERENCE MARK 1 (1942) IS NE OF THE STATION, ON THE SEA
 AW0588'WALL, 1.2 FEET NW OF THE SE SIDE OF THE WALL.  IT IS A BRONZE
 AW0588'REFERENCE DISK SET IN A DRILL HOLE.
 AW0588'
 AW0588'REFERENCE MARK 2 (1942) IS NW OF THE STATION AND 1.05 FEET
 AW0588'SE OF THE NW EDGE OF SIDEWALK.  IT IS A BRONZE REFERENCE
 AW0588'DISK SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK.
 AW0588
 AW0588                          STATION RECOVERY (1947)
 AW0588
 AW0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW0588'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AW0588'IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1951)
 AW0588
 AW0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AW0588'0.8 MILE NE ALONG SEA WALL BOULEVARD FROM THE BUCCANEER HOTEL
 AW0588'AT GALVESTON, BETWEEN TWELFTH AND THIRTEENTH STREETS, A
 AW0588'STANDARD STATION DISK SET IN THE TOP OF THE CENTER OF THE
 AW0588'SEA WALL, AND STAMPED WALL 1933 ELEV 15.279 FT.
 AW0588'
 AW0588'R.M. 1 IS 47 FEET NE OF STATION BETWEEN TWELFTH AND THIRTEENTH
 AW0588'STREETS.  IT IS A STANDARD REFERENCE DISK SET IN THE TOP
 AW0588'OF THE CENTER OF THE SEA WALL AND IS STAMPED WALL NO 1 1942.
 AW0588'
 AW0588'R.M. 2 IS 16.1 FEET NW OF STATION BETWEEN TWELFTH AND THIRTEENTH
 AW0588'STREETS.  IT IS A STANDARD REFERENCE DISK SET IN THE TOP
 AW0588'OF THE NW EDGE OF A SIDEWALK ALONG THE SEA WALL AND IS STAMPED
 AW0588'WALL NO 2 1942.
 AW0588
 AW0588                          STATION RECOVERY (1960)
 AW0588
 AW0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW0588'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW0588'THE 1951 RECOVERY NOTE BY W.M.H. IS COMPLETE.  THE DISTANCES
 AW0588'TO THE REFERENCE MARKS WERE VERIFIED.
 AW0588
 AW0588                          STATION RECOVERY (1964)
 AW0588
 AW0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0588'ABOUT 0.7 MILE NORTHEAST ALONG SEA WALL BOULEVARD FROM THE
 AW0588'MOODY CENTER AT GALVESTON, ABOUT MIDWAY BETWEEN 12TH AND
 AW0588'13TH STREETS, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0588'BOULEVARD, AND SET IN THE CENTER OF THE TOP OF THE SEA WALL.
 AW0588'
 AW0588'R.M. 1 IS 54 FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD,
 AW0588'47 FEET NORTHEAST OF THE STATION MARK, SET IN THE CENTER
 AW0588'OF THE TOP OF THE CONCRETE SEA WALL, AND ABOUT LEVEL WITH
 AW0588'THE BOULEVARD.
 AW0588'
 AW0588'R.M. 2 IS 37 FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD,
 AW0588'SOUTHEAST AND ACROSS THE BOULEVARD FROM BUILDINGS NUMBER 1212
 AW0588'AND 1210, 16 FEET NORTHWEST OF THE STATION MARK, SET IN THE
 AW0588'TOP OF THE NORTHWEST EDGE OF A CONCRETE SIDEWALK, AND ABOUT
 AW0588'LEVEL WITH THE BOULEVARD.
 AW0588
 AW0588                          STATION RECOVERY (1966)
 AW0588
 AW0588'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 AW0588'RECOVERED BY J.E. CHANCE AND ASSOC.
 AW0588'
 AW0588'STATION RECOVERED.
 AW0588
 AW0588                          STATION RECOVERY (1973)
 AW0588
 AW0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JT)
 AW0588'THE STATION AND R.M. 1 WAS RECOVERED IN GOOD CONDITION AND
 AW0588'LEVELED OVER IN 1973.  R.M. 1 WAS NOT RECOVERED.
 AW0588'
 AW0588'TO REACH GO ALONG THE SEAWALL BOULEVARD TO ABOUT MIDWAY
 AW0588'BETWEEN 12TH AND 13TH STREETS.
 AW0588'
 AW0588'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 AW0588'WALL 1933 ELEV. 15.279 FT..  IN THE TOP OF THE SEAWALL, 1.7
 AW0588'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALL, AND
 AW0588'ABOUT LEVEL WITH THE BOULEVARD.
 AW0588'
 AW0588'R.M. 1 IS A C AND GS REFERENCE MARK DISK STAMPED, WALL NO 2
 AW0588'1942.  46.7 FEET NORTHEAST OF THE STATION.  IN THE TOP OF THE
 AW0588'CONCRETE SEAWALL.
 AW0588
 AW0588                          STATION RECOVERY (1973)
 AW0588
 AW0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0588'IN GALVESTON.
 AW0588'AT GALVESTON, ALONG SEAWALL BOULEVARD ABOUT MIDWAY BETWEEN 12TH AND
 AW0588'13TH STREETS, IN THE TOP OF THE SEAWALL, 35.8 FEET SOUTHWEST OF THE
 AW0588'WEST CORNER OF A CONCRETE BENCH, 1.7 FEET SOUTHEAST OF THE SOUTHEAST
 AW0588'EDGE OF THE SIDEWALK, 2.6 FEET SOUTH OF A SMALL ANGLE IN THE SIDEWALK,
 AW0588'AND ABOUT LEVEL WITH THE BOULEVARD.
 AW0588
 AW0588                          STATION RECOVERY (1976)
 AW0588
 AW0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1977)
 AW0588
 AW0588'RECOVERY NOTE BY US COAST GUARD 1977 (RM)
 AW0588'WALL 1933 RECOVERED GOOD.
 AW0588'
 AW0588'DISTANCE AND DIRECTION FROM NEAREST TOWN--S.E. SIDE GALVESTON.
 AW0588
 AW0588                          STATION RECOVERY (1977)
 AW0588
 AW0588'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1978)
 AW0588
 AW0588'RECOVERY NOTE BY US COAST GUARD 1978 (RM)
 AW0588'WALL 1933 RECOVERED GOOD.
 AW0588'
 AW0588'DISTANCE AND DIRECTION FROM NEAREST TOWN--ON SEAWALL 13TH ST
 AW0588'GALVESTON.
 AW0588
 AW0588                          STATION RECOVERY (1978)
 AW0588
 AW0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1979)
 AW0588
 AW0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW0588'STATION MARK AND REFERENCE MARK NO 1 WERE RECOVERED IN GOOD
 AW0588'CONDITION.  REFERENCE MARK NO 2 IS LOST.
 AW0588'
 AW0588'REFERENCE MARK NO 1 IS STAMPED NO 1, NOT NO 2 AS INDICATED IN THE
 AW0588'RECOVERY NOTE OF JT IN 1973.  DISTANCE TO REFERENCE MARK NO 1 IS
 AW0588'46.97 FEET.
 AW0588'
 AW0588'RECOVERY NOTE OF BIW IN 1964 IS OTHERWISE ADEQUATE.
 AW0588'
 AW0588'DESCRIBED--RAH
 AW0588'
 AW0588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW0588
 AW0588                          STATION RECOVERY (1983)
 AW0588
 AW0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1984)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1987)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1987)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1987)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1987)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1987)
 AW0588
 AW0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0588'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--1.1 KM
 AW0588'(0.7 MI) NORTHEAST OF MOODY CENTER.
 AW0588
 AW0588                          STATION RECOVERY (1988)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLC)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1988)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1988)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1988)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (KS)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1988)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1988)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1988)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1988)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1988)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1989)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1989)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1989)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1989)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1989)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1989)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1989)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1989)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1989)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1989)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1990)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1995)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (1995)
 AW0588
 AW0588'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0588'RECOVERED AS DESCRIBED.  ADDITIONAL TIES FOLLOW.  AT A BEND IN THE
 AW0588'SEAWALL, 1.0 M (3.3 FT) NORTH OF THE SOUTH FACE OF THE SEAWALL, 5.5 M
 AW0588'(18.0 FT) SOUTH OF THE SOUTH CURB OF SEAWALL BOULEVARD, 20.0 M (65.6
 AW0588'FT) EAST OF A --NO PARKING-- SIGN, 10.9 M (35.8 FT) SOUTHWEST OF THE
 AW0588'SOUTHWEST EDGE OF A CONCRETE BENCH, 14.3 M (46.9 FT) SOUTHWEST OF WALL
 AW0588'NO.1 REFERENCE MARK.
 AW0588
 AW0588                          STATION RECOVERY (1996)
 AW0588
 AW0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0588'IN GALVESTON, AT THE INTERSECTION OF SEAWALL BOULEVARD AND 13TH
 AW0588'STREET, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD,
 AW0588'AT A BEND IN THE SEAWALL, 65.0 M (213.3 FT) NORTHEAST OF THE EXTENDED
 AW0588'STREET CENTER, 14.3 M (46.9 FT) SOUTHWEST OF REFERENCE MARK 1, 13.3 M
 AW0588'(43.6 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES OF THE
 AW0588'BOULEVARD, 1.0 M (3.3 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AW0588'SEAWALL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 AW0588
 AW0588                          STATION RECOVERY (2002)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (2003)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (2004)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0588'RECOVERED IN GOOD CONDITION.
 AW0588
 AW0588                          STATION RECOVERY (2005)
 AW0588
 AW0588'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0588'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0874 ***********************************************************************
 CB0874  DESIGNATION -  WALL
 CB0874  PID         -  CB0874
 CB0874  STATE/COUNTY-  TX/TOM GREEN
 CB0874  USGS QUAD   -  WALL (1984)
 CB0874
 CB0874                         *CURRENT SURVEY CONTROL
 CB0874  ___________________________________________________________________
 CB0874* NAD 83(1993)-  31 22 26.35891(N)    100 18 25.01742(W)     ADJUSTED  
 CB0874* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 CB0874  ___________________________________________________________________
 CB0874  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CB0874  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0874
 CB0874  HORZ ORDER  -  FIRST
 CB0874
 CB0874.The horizontal coordinates were established by classical geodetic methods
 CB0874.and adjusted by the National Geodetic Survey in February 1996..
 CB0874
 CB0874.The orthometric height was scaled from a topographic map.
 CB0874
 CB0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0874
 CB0874.The geoid height was determined by GEOID03.
 CB0874
 CB0874;                    North         East     Units Scale Factor Converg.
 CB0874;SPC TX C     - 3,189,267.398   702,509.658   MT  0.99990281   +0 00 48.9
 CB0874;SPC TX C     -10,463,454.79  2,304,817.10   sFT  0.99990281   +0 00 48.9
 CB0874;UTM  14      - 3,471,788.529   375,715.319   MT  0.99979052   -0 40 49.9
 CB0874
 CB0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0874!SPC TX C     -   0.99991443  x   0.99990281  =   0.99981725
 CB0874!UTM  14      -   0.99991443  x   0.99979052  =   0.99970496
 CB0874
 CB0874|---------------------------------------------------------------------|
 CB0874| PID    Reference Object                     Distance      Geod. Az  |
 CB0874|                                                           dddmmss.s |
 CB0874| CV5732 WALL RM 1                            92.070 METERS 20010     |
 CB0874| CV5733 WALL RM 2                            68.515 METERS 25904     |
 CB0874| CV5731 WALL AZ MK                                         3195052.0 |
 CB0874|---------------------------------------------------------------------|
 CB0874
 CB0874                          SUPERSEDED SURVEY CONTROL
 CB0874
 CB0874  NAD 83(1986)-  31 22 26.36562(N)    100 18 25.00299(W) AD(       ) 1
 CB0874  NAD 27      -  31 22 25.77700(N)    100 18 23.68800(W) AD(       ) 1
 CB0874
 CB0874.Superseded values are not recommended for survey control.
 CB0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0874.See file dsdata.txt to determine how the superseded data were derived.
 CB0874
 CB0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV7571571789(NAD 83)
 CB0874_MARKER: DS = TRIANGULATION STATION DISK
 CB0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0874
 CB0874  HISTORY     - Date     Condition        Report By
 CB0874  HISTORY     - 1935     MONUMENTED       CGS
 CB0874  HISTORY     - 1935     MARK NOT FOUND   TXGS
 CB0874  HISTORY     - 1937     MARK NOT FOUND   TXHD
 CB0874  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CB0874
 CB0874                          STATION DESCRIPTION
 CB0874
 CB0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0874'STATION IS LOCATED IN THE SCHOOLYARD OF WALL, TEXAS, A SMALL
 CB0874'TOWN ABOUT 9 MILES ESE OF SAN ANGELO.  MARK IS IN THE NE YARD OF
 CB0874'THE SCHOOL, 10 FEET S OF THE N FENCE LINE, 120 FEET E OF THE DIRT
 CB0874'WALK LEADING TO THE FRONT DOOR, AND 137 FEET W OF THE NE CORNER
 CB0874'OF THE YARD.
 CB0874'
 CB0874'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CB0874'BRONZE DISKS SET IN CONCRETE.
 CB0874'
 CB0874'REFERENCE MARK NO. 1 IS SSW OF STATION, 3 FEET N OF S BOUNDARY
 CB0874'FENCE OF SCHOOLYARD.
 CB0874'
 CB0874'REFERENCE MARK NO. 2 IS W OF STATION, 58 FEET S OF NW CORNER
 CB0874'OF SCHOOLYARD.
 CB0874'
 CB0874'AZIMUTH MARK IS DISTANT 0.6 MILE TO THE NW.  REACHED BY GOING
 CB0874'W ON PAVEMENT (U.S. HIGHWAY 87) FOR 0.4 MILE, THENCE N 0.45
 CB0874'MILE TO MARK 18 FEET E OF CENTER LINE OF ROAD AND IN LINE OF
 CB0874'TELEPHONE POLES.
 CB0874'
 CB0874'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CB0874
 CB0874                          STATION RECOVERY (1935)
 CB0874
 CB0874'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 CB0874'STATION MARK WAS NOT RECOVERED.  IT WAS COVERED BY EARTH FILL
 CB0874'ON SCHOOL GROUNDS.  REFERENCE MARKS ARE IN GOOD CONDITION.
 CB0874'DESCRIPTION IS ADEQUATE.
 CB0874
 CB0874                          STATION RECOVERY (1937)
 CB0874
 CB0874'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0874'STATION WAS NOT FOUND.  IT WAS EITHER BURIED OR DESTROYED.  EARTH
 CB0874'WAS TORN UP IN THIS VICINITY.  REFERENCE MARKS WERE RECOVERED
 CB0874'IN GOOD CONDITION AND AS DESCRIBED.  DESCRIPTION FOR FINDING
 CB0874'STATION IS ADEQUATE.
 CB0874
 CB0874                          STATION RECOVERY (1999)
 CB0874
 CB0874'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0589 ***********************************************************************
 AW0589  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0589  DESIGNATION -  WALL RM 1
 AW0589  PID         -  AW0589
 AW0589  STATE/COUNTY-  TX/GALVESTON
 AW0589  USGS QUAD   -  GALVESTON (1994)
 AW0589
 AW0589                         *CURRENT SURVEY CONTROL
 AW0589  ___________________________________________________________________
 AW0589* NAD 83(1986)-  29 17 52.     (N)    094 46 41.     (W)     SCALED    
 AW0589* NAVD 88     -         4.322  (meters)      14.18   (feet)  ADJUSTED  
 AW0589  ___________________________________________________________________
 AW0589  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0589  DYNAMIC HT  -           4.316 (meters)      14.16  (feet)  COMP
 AW0589  MODELED GRAV-     979,262.5   (mgal)                       NAVD 88
 AW0589
 AW0589  VERT ORDER  -  FIRST     CLASS II
 AW0589
 AW0589.The horizontal coordinates were scaled from a topographic map and have
 AW0589.an estimated accuracy of +/- 6 seconds.
 AW0589
 AW0589.The orthometric height was determined by differential leveling
 AW0589.and adjusted by the National Geodetic Survey in March 1997..
 AW0589
 AW0589.This Tidal Bench Mark is designated as VM 857
 AW0589.by the Center for Operational Oceanographic Products and Services.
 AW0589
 AW0589.The geoid height was determined by GEOID03.
 AW0589
 AW0589.The dynamic height is computed by dividing the NAVD 88
 AW0589.geopotential number by the normal gravity value computed on the
 AW0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0589.degrees latitude (g = 980.6199 gals.).
 AW0589
 AW0589.The modeled gravity was interpolated from observed gravity values.
 AW0589
 AW0589;                    North         East    Units  Estimated Accuracy
 AW0589;SPC TXSC     - 4,169,700.    1,010,050.      MT  (+/- 180 meters Scaled)
 AW0589
 AW0589                          SUPERSEDED SURVEY CONTROL
 AW0589
 AW0589  NAVD 88 (06/15/91)    4.367  (m)           14.33   (f) UNKNOWN     1 1
 AW0589  NGVD 29 (12/23/87)    4.364  (m)           14.32   (f) ADJUSTED    1 1
 AW0589
 AW0589.Superseded values are not recommended for survey control.
 AW0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0589.See file dsdata.txt to determine how the superseded data were derived.
 AW0589
 AW0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN273422(NAD 83)
 AW0589_MARKER: DR = REFERENCE MARK DISK
 AW0589_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0589_SP_SET: SEAWALL
 AW0589_STAMPING: WALL NO 1 1942
 AW0589_MARK LOGO: CGS   
 AW0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0589+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AW0589
 AW0589  HISTORY     - Date     Condition        Report By
 AW0589  HISTORY     - 1942     MONUMENTED       CGS
 AW0589  HISTORY     - 1973     GOOD             NGS
 AW0589  HISTORY     - 1976     GOOD             NGS
 AW0589  HISTORY     - 1976     GOOD             NGS
 AW0589  HISTORY     - 1978     GOOD             NGS
 AW0589  HISTORY     - 1983     GOOD             NGS
 AW0589  HISTORY     - 1984     GOOD             USPSQD
 AW0589  HISTORY     - 1987     GOOD             USPSQD
 AW0589  HISTORY     - 1987     GOOD             USPSQD
 AW0589  HISTORY     - 1987     GOOD             USPSQD
 AW0589  HISTORY     - 1987     GOOD             USPSQD
 AW0589  HISTORY     - 1987     GOOD             USPSQD
 AW0589  HISTORY     - 1987     GOOD             NGS
 AW0589  HISTORY     - 1988     GOOD             USPSQD
 AW0589  HISTORY     - 1988     GOOD             USPSQD
 AW0589  HISTORY     - 1988     GOOD             USPSQD
 AW0589  HISTORY     - 1988     GOOD             USPSQD
 AW0589  HISTORY     - 1988     GOOD             USPSQD
 AW0589  HISTORY     - 1988     GOOD             USPSQD
 AW0589  HISTORY     - 1988     GOOD             USPSQD
 AW0589  HISTORY     - 1988     GOOD             USPSQD
 AW0589  HISTORY     - 1989     GOOD             USPSQD
 AW0589  HISTORY     - 1989     GOOD             USPSQD
 AW0589  HISTORY     - 1989     GOOD             USPSQD
 AW0589  HISTORY     - 1989     GOOD             USPSQD
 AW0589  HISTORY     - 1989     GOOD             USPSQD
 AW0589  HISTORY     - 1989     GOOD             USPSQD
 AW0589  HISTORY     - 1989     GOOD             USPSQD
 AW0589  HISTORY     - 1989     GOOD             USPSQD
 AW0589  HISTORY     - 1989     GOOD             USPSQD
 AW0589  HISTORY     - 1989     GOOD             USPSQD
 AW0589  HISTORY     - 1990     GOOD             USPSQD
 AW0589  HISTORY     - 19951006 GOOD             CHANCE
 AW0589  HISTORY     - 19961205 GOOD             NGS
 AW0589  HISTORY     - 20020719 GOOD             USPSQD
 AW0589  HISTORY     - 20040401 GOOD             USPSQD
 AW0589  HISTORY     - 20050501 GOOD             USPSQD
 AW0589
 AW0589                          STATION DESCRIPTION
 AW0589
 AW0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0589'IN GALVESTON.
 AW0589'AT GALVESTON, ALONG SEAWALL BOULEVARD ABOUT MIDWAY BETWEEN 12TH AND
 AW0589'13TH STREETS, IN THE TOP OF THE CONCRETE SEAWALL, 46.7 FEET NORTHEAST
 AW0589'OF THE STATION, 3.9 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AW0589'SIDEWALK, 5.6 FEET NORTHEAST OF THE EAST CORNER OF A CONCRETE BENCH,
 AW0589'AND ABOUT LEVEL WITH THE BOULEVARD.
 AW0589
 AW0589                          STATION RECOVERY (1976)
 AW0589
 AW0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1976)
 AW0589
 AW0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1978)
 AW0589
 AW0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1983)
 AW0589
 AW0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1984)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1987)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1987)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1987)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1987)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1987)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1987)
 AW0589
 AW0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0589'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--1.1 KM
 AW0589'(0.7 MI) NORTHEAST OF MOODY CENTER.
 AW0589
 AW0589                          STATION RECOVERY (1988)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1988)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1988)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1988)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1988)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1988)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1988)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1988)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1989)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (PT)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1989)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1989)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1989)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1989)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1989)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1989)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJC)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1989)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1989)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1989)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1990)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (1995)
 AW0589
 AW0589'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0589'RECOVERED AS DESCRIBED.  ADDITIONAL TIES FOLLOW.  JUST NORTH OF A BEND
 AW0589'IN THE SEAWALL.  0.3 M (1.0 FT) NORTHWEST OF THE SOUTHERLY FACE OF THE
 AW0589'SEAWALL, 6.1 M (20.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF SEAWALL
 AW0589'BOULEVARD, 1.7 M (5.6 FT) NORTH OF THE NORTH END OF A CONCRETE BENCH,
 AW0589'14.3 M (46.9 FT) NORTHEAST OF CONTROL STATION --WALL 1933--, 33.6 M
 AW0589'(110.2 FT) WEST OF --NO PARKING-- SIGN, 63.2 M (207.3 FT) SOUTHWEST OF
 AW0589'A --CAUTION DROP OFF-- SIGN.
 AW0589
 AW0589                          STATION RECOVERY (1996)
 AW0589
 AW0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0589'IN GALVESTON, AT THE INTERSECTION OF SEAWALL BOULEVARD AND 13TH
 AW0589'STREET, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD,
 AW0589'80.0 M (262.5 FT) NORTHEAST OF THE EXTENDED STREET CENTER, 14.3 M
 AW0589'(46.9 FT) NORTHEAST OF TRIANGULATION STATION WALL AND A BEND IN THE
 AW0589'SEAWALL, 13.3 M (43.6 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND
 AW0589'LANES OF THE BOULEVARD, 1.7 M (5.6 FT) NORTH OF THE NORTH END OF A
 AW0589'BENCH, 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL,
 AW0589'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 AW0589
 AW0589                          STATION RECOVERY (2002)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (2004)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0589'RECOVERED IN GOOD CONDITION.
 AW0589
 AW0589                          STATION RECOVERY (2005)
 AW0589
 AW0589'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AW0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0657 ***********************************************************************
 AW0657  DESIGNATION -  WALL RM 2
 AW0657  PID         -  AW0657
 AW0657  STATE/COUNTY-  TX/GALVESTON
 AW0657  USGS QUAD   -  GALVESTON (1994)
 AW0657
 AW0657                         *CURRENT SURVEY CONTROL
 AW0657  ___________________________________________________________________
 AW0657* NAD 83(1986)-  29 17 52.     (N)    094 46 41.     (W)     SCALED    
 AW0657* NAVD 88     -         4.52   (+/-2cm)      14.8    (feet)  VERTCON   
 AW0657  ___________________________________________________________________
 AW0657  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0657
 AW0657  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0657
 AW0657.The horizontal coordinates were scaled from a topographic map and have
 AW0657.an estimated accuracy of +/- 6 seconds.
 AW0657
 AW0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0657.The vertical order pertains to the NGVD 29 superseded value.
 AW0657
 AW0657.The geoid height was determined by GEOID03.
 AW0657
 AW0657;                    North         East    Units  Estimated Accuracy
 AW0657;SPC TXSC     - 4,169,700.    1,010,050.      MT  (+/- 180 meters Scaled)
 AW0657
 AW0657                          SUPERSEDED SURVEY CONTROL
 AW0657
 AW0657  NGVD 29 (??/??/92)    4.521  (m)           14.83   (f) ADJ UNCH    1 2
 AW0657
 AW0657.Superseded values are not recommended for survey control.
 AW0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0657.See file dsdata.txt to determine how the superseded data were derived.
 AW0657
 AW0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN273422(NAD 83)
 AW0657_MARKER: DR = REFERENCE MARK DISK
 AW0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0657_SP_SET: SIDEWALK
 AW0657_STAMPING: WALL NO 2 1942
 AW0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0657
 AW0657  HISTORY     - Date     Condition        Report By
 AW0657  HISTORY     - 1942     MONUMENTED       CGS
 AW0657  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0657  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0657  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AW0657  HISTORY     - 20031207 MARK NOT FOUND   USPSQD
 AW0657  HISTORY     - 20041210 MARK NOT FOUND   USPSQD
 AW0657
 AW0657                          STATION DESCRIPTION
 AW0657
 AW0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0657'0.7 MI NE FROM GALVESTON.
 AW0657'0.7 MILE NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0657'GALVESTON, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD,
 AW0657'ABOUT MIDWAY BETWEEN 12TH AND 13TH STREETS, SOUTHEAST AND ACROSS THE
 AW0657'BOULEVARD FROM BUILDINGS NUMBER 1212 AND 1210, 16 FEET NORTHWEST OF
 AW0657'WALL 1933, SET IN THE TOP OF THE NORTHWEST EDGE OF A CONCRETE
 AW0657'SIDEWALK, AND ABOUT LEVEL WITH THE BOULEVARD.  NOTE-- BELIEVED
 AW0657'DESTROYED OR COVERED THE SIDEWALK HAS RECENTLY BEEN REBUILT.
 AW0657
 AW0657                          STATION RECOVERY (1978)
 AW0657
 AW0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0657'SEARCHED FOR NOT RECOVERED, APPEARS SEAWALL SIDEWALK HAS BEEN REBUILT
 AW0657'NOT RECOVERED IN 1973.
 AW0657
 AW0657                          STATION RECOVERY (1995)
 AW0657
 AW0657'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0657'MARK NOT FOUND.
 AW0657
 AW0657                          STATION RECOVERY (2003)
 AW0657
 AW0657'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0657'MARK NOT FOUND.
 AW0657
 AW0657                          STATION RECOVERY (2004)
 AW0657
 AW0657'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0460 ***********************************************************************
 BO0460  DESIGNATION -  WALLACE
 BO0460  PID         -  BO0460
 BO0460  STATE/COUNTY-  TX/SUTTON
 BO0460  USGS QUAD   -  STEEN LAKE (1982)
 BO0460
 BO0460                         *CURRENT SURVEY CONTROL
 BO0460  ___________________________________________________________________
 BO0460* NAD 83(1993)-  30 28 04.43543(N)    100 26 57.25070(W)     ADJUSTED  
 BO0460* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 BO0460  ___________________________________________________________________
 BO0460  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 BO0460  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 BO0460
 BO0460  HORZ ORDER  -  FIRST
 BO0460
 BO0460.The horizontal coordinates were established by classical geodetic methods
 BO0460.and adjusted by the National Geodetic Survey in February 1996..
 BO0460
 BO0460.The orthometric height was scaled from a topographic map.
 BO0460
 BO0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0460
 BO0460.The geoid height was determined by GEOID03.
 BO0460
 BO0460;                    North         East     Units Scale Factor Converg.
 BO0460;SPC TX C     - 3,088,827.162   688,870.626   MT  0.99992479   -0 03 34.9
 BO0460;SPC TX C     -10,133,927.11  2,260,069.71   sFT  0.99992479   -0 03 34.9
 BO0460;UTM  14      - 3,371,526.445   360,877.612   MT  0.99983877   -0 44 05.9
 BO0460
 BO0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0460!SPC TX C     -   0.99989217  x   0.99992479  =   0.99981697
 BO0460!UTM  14      -   0.99989217  x   0.99983877  =   0.99973096
 BO0460
 BO0460|---------------------------------------------------------------------|
 BO0460| PID    Reference Object                     Distance      Geod. Az  |
 BO0460|                                                           dddmmss.s |
 BO0460| CV5735 WALLACE RM 1                         45.478 METERS 02033     |
 BO0460| CV5734 WALLACE AZ MK                                      1540545.8 |
 BO0460| CV5736 WALLACE RM 2                         44.760 METERS 24811     |
 BO0460|---------------------------------------------------------------------|
 BO0460
 BO0460                          SUPERSEDED SURVEY CONTROL
 BO0460
 BO0460  NAD 83(1986)-  30 28 04.43696(N)    100 26 57.23800(W) AD(       ) 1
 BO0460  NAD 27      -  30 28 03.76700(N)    100 26 55.91900(W) AD(       ) 1
 BO0460
 BO0460.Superseded values are not recommended for survey control.
 BO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0460.See file dsdata.txt to determine how the superseded data were derived.
 BO0460
 BO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU6087871526(NAD 83)
 BO0460_MARKER: DD = SURVEY DISK
 BO0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0460
 BO0460  HISTORY     - Date     Condition        Report By
 BO0460  HISTORY     - 1935     MONUMENTED       CGS
 BO0460  HISTORY     - 1937     GOOD             TXHD
 BO0460  HISTORY     - 1944     GOOD             CGS
 BO0460
 BO0460                          STATION DESCRIPTION
 BO0460
 BO0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0460'STATION IS ON THE LAND OF MRS. L.U. WALLACE, ON A HIGH FLAT
 BO0460'RIDGE ABOUT 13 MILES SE OF SONORA.
 BO0460'
 BO0460'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 BO0460'CONCRETE.
 BO0460'
 BO0460'REFERENCE MARK 1 PROJECTS ABOUT 5 INCHES.
 BO0460'
 BO0460'REFERENCE MARK 2 PROJECTS ABOUT 6 INCHES.
 BO0460'
 BO0460'AZIMUTH MARK PROJECTS ABOUT 4 INCHES.  TO REACH, GO 0.15 MILE
 BO0460'ACROSS FIELD TO ROAD, TURN LEFT AND GO 0.35 MILE TO MARK ON
 BO0460'LEFT ALONG FENCE.  MARK IS 2 FEET S OF FENCE AND 18 FEET
 BO0460'N OF CENTER LINE OF ROAD.
 BO0460'
 BO0460'TO REACH STATION FROM THE MC DONALD HOTEL IN SONORA, GO SE
 BO0460'ON MAIN STREET FOR 0.55 MILE, TURN RIGHT AT SCHOOL ON LEFT, GO
 BO0460'0.1 MILE, TURN LEFT AT BRICK BUILDING ON RIGHT, GO 7.45 MILES,
 BO0460'TAKE DIM LEFT FORK, GO 2.55 MILES, TAKE LEFT FORK, GO 0.15
 BO0460'MILE, PASS THROUGH GATE, GO 1.85 MILES TO CLARKSON RANCH
 BO0460'ON RIGHT, CONTINUE AHEAD (E) ALONG FENCE FOR 1.45 MILES, TURN
 BO0460'RIGHT THROUGH GATE, GO 0.05 MILE, TAKE LEFT FORK, GO 2.05
 BO0460'MILES, TURN LEFT ACROSS FIELD AND GO 0.15 MILE TO STATION ON
 BO0460'HIGHEST GROUND.  MARK PROJECTS ABOUT 3 INCHES.
 BO0460'
 BO0460'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 BO0460
 BO0460                          STATION RECOVERY (1937)
 BO0460
 BO0460'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0460'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION
 BO0460'AND AS DESCRIBED.
 BO0460'
 BO0460'DESCRIPTION FOR LOCATING STATION IS SATISFACTORY WITH THE FOLLOWING
 BO0460'EXCEPTIONS--THE DIM LEFT FORK IS A ROAD SERVING HALF A DOZEN
 BO0460'RANCHES AND IS BLADED AND DRAINED WHEREVER THE NATURE OF THIS
 BO0460'ROCKY COUNTRY PERMITS, BUT IS STILL CLASSED AS A PRIVATE ROAD,
 BO0460'HOWEVER.  AT CLARKSON RANCH, A NEW FENCE, RUNNING N AND S, AND A
 BO0460'GATE HAVE JUST BEEN ERECTED AT THE RANCH HOUSE.  GO THROUGH GATE
 BO0460'N OF SAME, THEN E ALONG FENCE, ETC.
 BO0460
 BO0460                          STATION RECOVERY (1944)
 BO0460
 BO0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0460'STATION IS ABOUT 13 MILES, AIR LINE, SE OF SONORA, ON PROPERTY
 BO0460'OWNED BY MRS. ELLA WALLACE, ON A HIGH, FLAT RIDGE ABOUT ONE MILE
 BO0460'NW OF THE WALLACE RANCH HOUSE, 0.15 MILE NE OF A RANCH ROAD,
 BO0460'AND 9 FEET ESE OF A 4- BY 4-INCH WOODEN MARKER POST.
 BO0460'
 BO0460'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BO0460'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 BO0460'IT IS STAMPED WALLACE 1935.
 BO0460'
 BO0460'REFERENCE MARK 1 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BO0460'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE
 BO0460'POST THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS
 BO0460'STAMPED WALLACE NO 1 1935.
 BO0460'
 BO0460'REFERENCE MARK 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS
 BO0460'A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE POST
 BO0460'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BO0460'WALLACE NO 2 1935.
 BO0460'
 BO0460'AZIMUTH MARK IS 0.1 MILE E OF A FENCE CORNER, 21 FEET N OF THE
 BO0460'CENTER LINE OF A ROAD, AND 2 FEET S OF A FENCELINE.  IT IS
 BO0460'A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE POST
 BO0460'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BO0460'WALLACE AZI 1935.
 BO0460'
 BO0460'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277
 BO0460'AND 290 AT THE S EDGE OF SONORA, GO S ON THE MAIN STREET FOR
 BO0460'0.2 MILE, THENCE RIGHT ON PAVED STREET FOR TWO BLOCKS.  TURN
 BO0460'LEFT AND GO S ON MAIN GRADED DIRT ROAD FOR 9.0 MILES TO A T-ROAD
 BO0460'LEFT AT SIGN BRYAN HUNT ELLA WALLACE.  TURN LEFT AND GO E ON
 BO0460'GRADED DIRT ROAD FOR 3.3 MILES TO A RED BOARD GATE AND HUNT
 BO0460'RANCH ON RIGHT.  PASS THROUGH GATE AND CONTINUE E FOR 1.45
 BO0460'MILES TO A BOARD GATE ON RIGHT AND END OF GRADED ROAD.  TURN
 BO0460'RIGHT THROUGH GATE AND CONTINUE E FOR 2.2 MILES TO AN
 BO0460'8-INCH LIVE OAK TREE LEFT OF ROAD WITH TRIANGULAR BLAZE.
 BO0460'HERE TURN LEFT AND GO NE ACROSS COUNTRY FOR 0.15 MILE TO
 BO0460'HIGHEST POINT OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2253 ***********************************************************************
 BL2253  DESIGNATION -  WALLER MUNICIPAL TANK
 BL2253  PID         -  BL2253
 BL2253  STATE/COUNTY-  TX/WALLER
 BL2253  USGS QUAD   -  WALLER (1980)
 BL2253
 BL2253                         *CURRENT SURVEY CONTROL
 BL2253  ___________________________________________________________________
 BL2253* NAD 83(1993)-  30 03 32.35425(N)    095 55 37.11962(W)     ADJUSTED  
 BL2253* NAVD 88     -                                                        
 BL2253  ___________________________________________________________________
 BL2253  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BL2253  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL2253
 BL2253  HORZ ORDER  -  THIRD
 BL2253
 BL2253.The horizontal coordinates were established by classical geodetic methods
 BL2253.and adjusted by the National Geodetic Survey in February 1996..
 BL2253
 BL2253
 BL2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2253
 BL2253.The geoid height was determined by GEOID03.
 BL2253
 BL2253;                    North         East     Units Scale Factor Converg.
 BL2253;SPC TXSC     - 4,250,560.270   896,277.963   MT  0.99994289   +1 30 19.8
 BL2253;SPC TXSC     -13,945,379.82  2,940,538.62   sFT  0.99994289   +1 30 19.8
 BL2253;UTM  15      - 3,328,934.067   217,805.287   MT  1.00058261   -1 28 01.4
 BL2253;UTM  14      - 3,329,303.864   796,281.731   MT  1.00068318   +1 32 25.3
 BL2253
 BL2253                          SUPERSEDED SURVEY CONTROL
 BL2253
 BL2253  NAD 83(1986)-  30 03 32.36882(N)    095 55 37.10221(W) AD(       ) 4
 BL2253  NAD 27      -  30 03 31.57872(N)    095 55 36.26098(W) AD(       ) 3
 BL2253
 BL2253.Superseded values are not recommended for survey control.
 BL2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2253.See file dsdata.txt to determine how the superseded data were derived.
 BL2253
 BL2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1780528934(NAD 83)
 BL2253_MARKER: 53 = ELEVATED TANK
 BL2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2253+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 BL2253
 BL2253  HISTORY     - Date     Condition        Report By
 BL2253  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2253  HISTORY     - 19990715 GOOD             USPSQD
 BL2253  HISTORY     - 20030825 GOOD             USPSQD
 BL2253  HISTORY     - 20050912 GOOD             GEOCAC
 BL2253
 BL2253                          STATION DESCRIPTION
 BL2253
 BL2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2253'THE STATION IS LOCATED 3 BLOCKS NORTH OF THE SOUTHERN PACIFIC
 BL2253'RAILROAD STATION IN WALLER IN THE SOUTHWEST ANGLE OF AN
 BL2253'INTERSECTION.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING
 BL2253'A TANK AND HAS AN OVERALL HEIGHT OF 150 FEET.
 BL2253'
 BL2253'THE POINT OBSERVED WAS THE APEX OF THE TOP OF TANK.
 BL2253
 BL2253                          STATION RECOVERY (1999)
 BL2253
 BL2253'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2253'RECOVERED IN GOOD CONDITION.
 BL2253
 BL2253                          STATION RECOVERY (2003)
 BL2253
 BL2253'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BL2253'RECOVERED IN GOOD CONDITION.
 BL2253
 BL2253                          STATION RECOVERY (2005)
 BL2253
 BL2253'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL2253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1299 ***********************************************************************
 BZ1299  DESIGNATION -  WALLING
 BZ1299  PID         -  BZ1299
 BZ1299  STATE/COUNTY-  TX/BOSQUE
 BZ1299  USGS QUAD   -  ALLEN BEND (1968)
 BZ1299
 BZ1299                         *CURRENT SURVEY CONTROL
 BZ1299  ___________________________________________________________________
 BZ1299* NAD 83(1993)-  31 53 45.62691(N)    097 25 10.83090(W)     ADJUSTED  
 BZ1299* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 BZ1299  ___________________________________________________________________
 BZ1299  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BZ1299  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BZ1299
 BZ1299  HORZ ORDER  -  SECOND
 BZ1299
 BZ1299.The horizontal coordinates were established by classical geodetic methods
 BZ1299.and adjusted by the National Geodetic Survey in February 1996..
 BZ1299
 BZ1299.The orthometric height was scaled from a topographic map.
 BZ1299
 BZ1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1299
 BZ1299.The geoid height was determined by GEOID03.
 BZ1299
 BZ1299;                    North         East     Units Scale Factor Converg.
 BZ1299;SPC TX C     - 3,250,755.177   975,600.431   MT  1.00000343   +1 30 02.5
 BZ1299;SPC TX C     -10,665,185.94  3,200,782.41   sFT  1.00000343   +1 30 02.5
 BZ1299;SPC TXNC     - 2,025,958.477   702,204.110   MT  1.00007418   +0 35 21.1
 BZ1299;SPC TXNC     - 6,646,832.10  2,303,814.65   sFT  1.00007418   +0 35 21.1
 BZ1299;UTM  14      - 3,529,998.167   649,446.784   MT  0.99987545   +0 50 06.6
 BZ1299
 BZ1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1299!SPC TX C     -   0.99997040  x   1.00000343  =   0.99997383
 BZ1299!SPC TXNC     -   0.99997040  x   1.00007418  =   1.00004458
 BZ1299!UTM  14      -   0.99997040  x   0.99987545  =   0.99984586
 BZ1299
 BZ1299:                Primary Azimuth Mark                     Grid Az
 BZ1299:SPC TX C     -  WHITNEY METHODIST CHURCH SPIRE           053 34 08.2
 BZ1299:SPC TXNC     -  WHITNEY METHODIST CHURCH SPIRE           054 28 49.6
 BZ1299:UTM  14      -  WHITNEY METHODIST CHURCH SPIRE           054 14 04.1
 BZ1299
 BZ1299|---------------------------------------------------------------------|
 BZ1299| PID    Reference Object                     Distance      Geod. Az  |
 BZ1299|                                                           dddmmss.s |
 BZ1299| BZ1291 WHITNEY METHODIST CHURCH SPIRE      APPROX.11.2 KM 0550410.7 |
 BZ1299| BZ1292 WHITNEY MUNICIPAL TANK              APPROX.11.0 KM 0571919.1 |
 BZ1299| CV6051 PT 26C H 47                                        0983045.5 |
 BZ1299| CV5737 WALLING RM 1                         26.633 METERS 13245     |
 BZ1299| CV5738 WALLING RM 2                         20.710 METERS 23301     |
 BZ1299|---------------------------------------------------------------------|
 BZ1299
 BZ1299                          SUPERSEDED SURVEY CONTROL
 BZ1299
 BZ1299  NAD 83(1986)-  31 53 45.63491(N)    097 25 10.80923(W) AD(       ) 2
 BZ1299  NAD 27      -  31 53 45.06700(N)    097 25 09.75400(W) AD(       ) 2
 BZ1299
 BZ1299.Superseded values are not recommended for survey control.
 BZ1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1299.See file dsdata.txt to determine how the superseded data were derived.
 BZ1299
 BZ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA4944729998(NAD 83)
 BZ1299_MARKER: DS = TRIANGULATION STATION DISK
 BZ1299_SETTING: 0 = UNSPECIFIED SETTING
 BZ1299
 BZ1299  HISTORY     - Date     Condition        Report By
 BZ1299  HISTORY     - 1944     MONUMENTED       CGS
 BZ1299  HISTORY     - 1968     GOOD             USGS
 BZ1299  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1299
 BZ1299                          STATION DESCRIPTION
 BZ1299
 BZ1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1299'STATION IS LOCATED ABOUT 7 MILES SW OF WHITNEY, 3.5 MILES W
 BZ1299'OF A BEND IN THE BRAZOS RIVER KNOWN AS WALLING BEND, 0.8
 BZ1299'MILE N OF STATE HIGHWAY 22, AND ON THE SUMMIT OF A CEDAR KNOLL
 BZ1299'OWNED BY F.T. OWENS.  IT IS 8 FEET NNW OF A WITNESS POST,
 BZ1299'80 FEET N OF THE PASTURE FENCE, AND IN A CEDAR GROVE.  IT IS
 BZ1299'STAMPED WALLING 1944 AND PROJECTS ABOUT 2 INCHES.
 BZ1299'
 BZ1299'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 BZ1299'SET IN CONCRETE.
 BZ1299'
 BZ1299'REFERENCE MARK 1 IS SE OF THE STATION, 1 FOOT N OF THE PASTURE
 BZ1299'FENCE, AND PROJECTS ABOUT 6 INCHES.
 BZ1299'
 BZ1299'REFERENCE MARK 2 IS SW OF THE STATION, 30 FEET N OF THE
 BZ1299'PASTURE FENCE, AND 12 FEET SE OF A 12-INCH IRONWOOD TREE.
 BZ1299'IT PROJECTS ABOUT 3 INCHES.
 BZ1299'
 BZ1299'REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 BZ1299'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BZ1299'
 BZ1299'AZIMUTH MARK IS SE OF THE STATION, 34 PACES W OF A BOARD GATE,
 BZ1299'7 PACES N OF ROAD FENCE, AND 14 PACES N OF THE CENTER LINE
 BZ1299'OF STATE HIGHWAY 22.  IT IS A BRONZE AZIMUTH DISK SET IN AN
 BZ1299'8-INCH CONCRETE CYLINDER, STAMPED PT 26 C H 47 1923, AND
 BZ1299'PROJECTING ABOUT 2 INCHES.
 BZ1299'
 BZ1299'TO REACH THE STATION FROM WHITNEY, GO W ON STATE HIGHWAY 22
 BZ1299'FOR 5.5 MILES TO THE W END OF THE BRAZOS RIVER BRIDGE.  CONTINUE
 BZ1299'W ON HIGHWAY 22 FOR 1.85 MILES TO A BOARD GATE ON THE RIGHT
 BZ1299'AT A CURVE IN THE ROAD (THE AZIMUTH MARK IS AT THIS POINT).
 BZ1299'TURN RIGHT THROUGH THE GATE AND FOLLOW TRACK ROAD NW PASSING
 BZ1299'TO THE LEFT OF AN OLD RANCH HOUSE AND THROUGH ANOTHER BOARD
 BZ1299'GATE, THEN BEAR LEFT UP THE HILL TO THE TOP AND THE STATION,
 BZ1299'A DISTANCE OF 0.8 MILE.
 BZ1299'
 BZ1299'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 BZ1299
 BZ1299                          STATION RECOVERY (1968)
 BZ1299
 BZ1299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BZ1299'RECOVERED BY USGS IN 1968.
 BZ1299'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN CONCRETE POST
 BZ1299'PROJECTING 0.2 FT., STAMPED---WALLING 1944---.
 BZ1299
 BZ1299                          STATION RECOVERY (2001)
 BZ1299
 BZ1299'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1436 ***********************************************************************
 BZ1436  DESIGNATION -  WALLING SALEM EVAN LUTH CH TWR
 BZ1436  PID         -  BZ1436
 BZ1436  STATE/COUNTY-  TX/HILL
 BZ1436  USGS QUAD   -  MALONE (1978)
 BZ1436
 BZ1436                         *CURRENT SURVEY CONTROL
 BZ1436  ___________________________________________________________________
 BZ1436* NAD 83(1993)-  31 57 09.08284(N)    096 53 49.84763(W)     ADJUSTED  
 BZ1436* NAVD 88     -                                                        
 BZ1436  ___________________________________________________________________
 BZ1436  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 BZ1436  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BZ1436
 BZ1436  HORZ ORDER  -  THIRD
 BZ1436
 BZ1436.The horizontal coordinates were established by classical geodetic methods
 BZ1436.and adjusted by the National Geodetic Survey in February 1996..
 BZ1436
 BZ1436
 BZ1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1436
 BZ1436.The geoid height was determined by GEOID03.
 BZ1436
 BZ1436;                    North         East     Units Scale Factor Converg.
 BZ1436;SPC TXNC     - 2,032,856.144   751,535.951   MT  1.00005498   +0 52 27.0
 BZ1436;SPC TXNC     - 6,669,462.20  2,465,664.20   sFT  1.00005498   +0 52 27.0
 BZ1436;SPC TX C     - 3,258,429.531 1,024,814.750   MT  1.00001932   +1 46 11.4
 BZ1436;SPC TX C     -10,690,364.22  3,362,246.39   sFT  1.00001932   +1 46 11.4
 BZ1436;UTM  14      - 3,537,103.874   698,744.653   MT  1.00008716   +1 06 47.6
 BZ1436
 BZ1436                          SUPERSEDED SURVEY CONTROL
 BZ1436
 BZ1436  NAD 83(1986)-  31 57 09.09108(N)    096 53 49.82809(W) AD(       ) 4
 BZ1436  NAD 27      -  31 57 08.52700(N)    096 53 48.84100(W) AD(       ) 3
 BZ1436
 BZ1436.Superseded values are not recommended for survey control.
 BZ1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1436.See file dsdata.txt to determine how the superseded data were derived.
 BZ1436
 BZ1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA9874537104(NAD 83)
 BZ1436_MARKER: 55 = TOWER
 BZ1436
 BZ1436  HISTORY     - Date     Condition        Report By
 BZ1436  HISTORY     - 1948     FIRST OBSERVED   CGS
 BZ1436  HISTORY     - 19990220 POOR             USPSQD
 BZ1436  HISTORY     - 20031011 GOOD             USPSQD
 BZ1436
 BZ1436                          STATION DESCRIPTION
 BZ1436
 BZ1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1436'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF THE TOWN
 BZ1436'OF MALONE AND 100 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 BZ1436'ROAD.
 BZ1436'
 BZ1436'THE CHURCH IS OF WOODEN CONSTRUCTION, 60 FEET LONG, 40 FEET
 BZ1436'WIDE, FACES NORTH AND IS PAINTED WHITE.  THE TOWER ON THE NORTH
 BZ1436'END IS 50 FEET HIGH AND THERE IS A SMALL CROSS ON THE TOWER.
 BZ1436'
 BZ1436'THE POINT INTERSECTED WAS THE CENTER OF THE TOWER.
 BZ1436'
 BZ1436'TO REACH THE STATION FROM MALONE, GO NORTH ON THE MAIN ROAD
 BZ1436'FROM STATE HIGHWAY 171 FOR 2.3 MILES TO A T-ROAD.  TURN RIGHT
 BZ1436'AND GO EAST 1.2 MILES TO THE STATION ON THE RIGHT.
 BZ1436
 BZ1436                          STATION RECOVERY (1999)
 BZ1436
 BZ1436'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1436'MARK RECOVERED IN POOR CONDITION.
 BZ1436
 BZ1436                          STATION RECOVERY (2003)
 BZ1436
 BZ1436'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ1436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6069 ***********************************************************************
 AW6069  DESIGNATION -  WALLIS 1933
 AW6069  PID         -  AW6069
 AW6069  STATE/COUNTY-  TX/CHAMBERS
 AW6069  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW6069
 AW6069                         *CURRENT SURVEY CONTROL
 AW6069  ___________________________________________________________________
 AW6069* NAD 83(1993)-  29 32 03.05230(N)    094 43 02.05490(W)     ADJUSTED  
 AW6069* NAVD 88     -         1.60   (+/-2cm)       5.2    (feet)  VERTCON   
 AW6069  ___________________________________________________________________
 AW6069  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW6069  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW6069
 AW6069  HORZ ORDER  -  THIRD
 AW6069  VERT ORDER  -  THIRD ? (See Below)
 AW6069
 AW6069.The horizontal coordinates were established by classical geodetic methods
 AW6069.and adjusted by the National Geodetic Survey in February 1996..
 AW6069
 AW6069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6069.The vertical order pertains to the NGVD 29 superseded value.
 AW6069
 AW6069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6069
 AW6069.The geoid height was determined by GEOID03.
 AW6069
 AW6069;                    North         East     Units Scale Factor Converg.
 AW6069;SPC TXSC     - 4,196,098.623 1,014,997.002   MT  0.99986927   +2 05 53.4
 AW6069;SPC TXSC     -13,766,700.23  3,330,036.00   sFT  0.99986927   +2 05 53.4
 AW6069;UTM  15      - 3,268,400.158   333,595.491   MT  0.99994168   -0 50 48.1
 AW6069
 AW6069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6069!SPC TXSC     -   1.00000398  x   0.99986927  =   0.99987325
 AW6069!UTM  15      -   1.00000398  x   0.99994168  =   0.99994566
 AW6069
 AW6069                          SUPERSEDED SURVEY CONTROL
 AW6069
 AW6069  NAD 83(1986)-  29 32 03.06896(N)    094 43 02.03641(W) AD(       ) 3
 AW6069  NAD 27      -  29 32 02.24100(N)    094 43 01.33000(W) AD(       ) 3
 AW6069  NGVD 29 (07/19/86)    1.60   (m)            5.2    (f) LEVELING    3  
 AW6069
 AW6069.Superseded values are not recommended for survey control.
 AW6069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6069.See file dsdata.txt to determine how the superseded data were derived.
 AW6069
 AW6069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3359568400(NAD 83)
 AW6069_MARKER: DS = TRIANGULATION STATION DISK
 AW6069_SETTING: 0 = UNSPECIFIED SETTING
 AW6069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6069
 AW6069  HISTORY     - Date     Condition        Report By
 AW6069  HISTORY     - 1933     MONUMENTED       CGS
 AW6069  HISTORY     - 1958     GOOD             SHELL
 AW6069  HISTORY     - 1960     GOOD             CGS
 AW6069  HISTORY     - 1961     GOOD             USGS
 AW6069  HISTORY     - 1962     GOOD             CGS
 AW6069  HISTORY     - 1962     GOOD             CGS
 AW6069  HISTORY     - 1963     GOOD             CGS
 AW6069  HISTORY     - 1965     GOOD             CGS
 AW6069
 AW6069                          STATION DESCRIPTION
 AW6069
 AW6069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6069'STATION IS LOCATED ON THE N SHORE OF EAST BAY, 5 MILES E OF
 AW6069'SMITH POINT, AND 3-1/4 MILES W OF THE MOODY RANCH HOUSE.  IT
 AW6069'IS 760 METERS E OF FENCELINE, 25 METERS N OF THE SHORELINE,
 AW6069'AND 7 METERS S OF THE E END OF A SHORT ROW OF SALT CEDARS.
 AW6069'
 AW6069'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6069'
 AW6069'NO REFERENCE MARK WAS SET.
 AW6069'
 AW6069'HEIGHT OF LIGHT ABOVE STATION MARK - 1.7 METERS.
 AW6069
 AW6069                          STATION RECOVERY (1958)
 AW6069
 AW6069'RECOVERY NOTE BY SHELL OIL COMPANY 1958
 AW6069'TO THE ORIGINAL DESCRIPTION ADD--STATION MAY BE REACHED
 AW6069'BY TURNING OFF OF F.M. ROAD 562 AT HOME OF ELEY WHITEHEAD.
 AW6069'GO BEHIND HIS HOUSE AND FOLLOW DIRT ROAD SOUTH APPROXIMATELY
 AW6069'1-3/4 MILES TO SHORE LINE.  FOLLOW SHORE LINE EAST 0.5 MILE
 AW6069'TO STATION.  IT IS LOCATED ON A SHELL ISLAND 405.5 FEET EAST
 AW6069'OF A NEW FENCE AND WAS WELL-HIDDEN IN A CLUSTER OF HEAVY
 AW6069'CACTUS.  AN 8 IN PRICKLY ASH MARKED X BEARS SOUTH 57 DEG 54
 AW6069'MIN WEST 14 FEET.  THE STATION WAS IN GOOD CONDITION.
 AW6069
 AW6069                          STATION RECOVERY (1960)
 AW6069
 AW6069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6069'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION FOLLOWS.
 AW6069'
 AW6069'LOCATED ON THE NORTH SHORE OF EAST BAY, ABOUT 5 MILES EAST
 AW6069'OF SMITH POINT, ABOUT 3.25 MILES WEST OF THE MOODY RANCH HOUSE
 AW6069'(UNOCCUPIED) AND AT THE SOUTH END OF A SPOIL ROAD ACROSS THE
 AW6069'MARSH.  STATION IS IN SOLID GROUND ABOUT 325 FEET EAST OF
 AW6069'THE END OF THE ROAD, 86.0 FEET NORTH OF THE SOLID BANK LINE
 AW6069'AND 11.0 FEET NORTH OF THE NORTH SIDE OF A GALVANIZED TIN CATTLE
 AW6069'SHED.  A STANDARD DISK STAMPED WALLIS 1933 IN TOP OF A 10 INCH
 AW6069'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  THERE ARE NO
 AW6069'REFERENCE MARKS.
 AW6069'
 AW6069'THE STATION CAN BE DRIVEN TO IN DRY WEATHER.  TO REACH FROM
 AW6069'THE HUMBLE OIL CO. INSTALLATION ON FARM ROAD 562, CONTINUE
 AW6069'SOUTHWEST ON 562 FOR 0.9 MILE TO A SHELL ROAD TO THE LEFT,
 AW6069'TURN LEFT AND FOLLOW SHELL ROAD 0.7 MILE TO A CROSSROADS,
 AW6069'CONTINUE STRAIGHT AHEAD 1.05 MILES, MAKING TWO RIGHT ANGLE
 AW6069'TURNS, TO HUMBLE OIL CO. WELL NO. 1 AND A GATE TO THE LEFT,
 AW6069'PASS THROUGH GATE AND FOLLOW ROAD ON TOP OF SPOIL 0.9 MILE TO
 AW6069'THE BAY AND THE STATION TO THE LEFT.  KEY FOR THE LOCKED
 AW6069'GATE CAN BE OBTAINED AT THE FIRST HOUSE TO THE RIGHT AFTER
 AW6069'LEAVING FARM ROAD 562.
 AW6069
 AW6069                          STATION RECOVERY (1961)
 AW6069
 AW6069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AW6069'STATION WAS FOUND IN GOOD CONDITION.  LOCATED ON N SHORE OF EAST
 AW6069'BAY, 5 MILES E OF SMITH POINT AND 3-1/4 MILES W OF MOODY RANCH
 AW6069'HOUSE, ON MITCHEL RANCH, ON A SHELL ISLAND, 405.5 FEET E FROM N-S
 AW6069'FENCE, 375 FEET E FROM N-S DIRT ROAD ON TOP OF SMALL LEVEE,
 AW6069'10.5 FEET N FROM N SIDE OF BARN AT 12 FEET E FROM NW CORNER,
 AW6069'14 FEET N 57 DEG 54 MIN E FROM A 8-INCH PRICKLY ASH TREE WHICH
 AW6069'IS MARKED WITH AN X.
 AW6069'
 AW6069'REACHED BY TURNING OFF FM ROAD 562 STRAIGHT S ONE MILE, PAST HOME
 AW6069'OF ELEY WHITEHEAD, THEN JOG E AND S 0.2 MILE AND E THRU N-S
 AW6069'FENCE, THEN S 0.8 MILE ON DIRT ROAD TO SHORE LINE, AND E ALONG
 AW6069'SHORE 375 FEET TO STATION.
 AW6069
 AW6069                          STATION RECOVERY (1962)
 AW6069
 AW6069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW6069'RECOVERED IN GOOD CONDITION.  1960 DESCRIPTION ADEQUATE WITH
 AW6069'THE FOLLOWING EXCEPTION.  FROM HUMBLE OIL CO. WELL NO. 1,
 AW6069'INSTEAD OF TURNING LEFT THRU LOCKED GATE, TURN RIGHT FOLLOW ROAD
 AW6069'TO BEACH THENCE LEFT ON SHELL BANK TO FENCE LINE.  FROM THIS
 AW6069'POINT WALK STRAIGHT AHEAD FOR APPROXIMATELY 400 FEET TO CLUMP
 AW6069'OF LOW TREES AND THE STATION.
 AW6069
 AW6069                          STATION RECOVERY (1962)
 AW6069
 AW6069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW6069'STATION RECOVERED AS DESCRIBED.
 AW6069
 AW6069                          STATION RECOVERY (1963)
 AW6069
 AW6069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6069'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION
 AW6069'IS ADEQUATE.
 AW6069
 AW6069                          STATION RECOVERY (1965)
 AW6069
 AW6069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW6069'STATION RECOVERED IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 AW6069'
 AW6069'THERE IS NO CATTLE SHED NEAR THE STATION.
 AW6069'
 AW6069'A STANDARD WITNESS WAS SET 4 FEET NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2653 ***********************************************************************
 AX2653  DESIGNATION -  WALLIS GUARDIAN ANGEL CATH CH
 AX2653  PID         -  AX2653
 AX2653  STATE/COUNTY-  TX/AUSTIN
 AX2653  USGS QUAD   -  EAST BERNARD (1980)
 AX2653
 AX2653                         *CURRENT SURVEY CONTROL
 AX2653  ___________________________________________________________________
 AX2653* NAD 83(1993)-  29 37 28.26838(N)    096 03 17.91952(W)     ADJUSTED  
 AX2653* NAVD 88     -                                                        
 AX2653  ___________________________________________________________________
 AX2653  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AX2653  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2653
 AX2653  HORZ ORDER  -  THIRD
 AX2653
 AX2653.The horizontal coordinates were established by classical geodetic methods
 AX2653.and adjusted by the National Geodetic Survey in February 1996..
 AX2653
 AX2653
 AX2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2653
 AX2653.The geoid height was determined by GEOID03.
 AX2653
 AX2653;                    North         East     Units Scale Factor Converg.
 AX2653;SPC TXSC     - 4,202,101.897   885,152.347   MT  0.99987597   +1 26 34.1
 AX2653;SPC TXSC     -13,786,395.97  2,904,037.33   sFT  0.99987597   +1 26 34.1
 AX2653;UTM  14      - 3,280,804.991   785,168.440   MT  1.00060352   +1 27 24.3
 AX2653;UTM  15      - 3,281,080.948   204,179.416   MT  1.00067990   -1 30 40.4
 AX2653
 AX2653                          SUPERSEDED SURVEY CONTROL
 AX2653
 AX2653  NAD 83(1986)-  29 37 28.28276(N)    096 03 17.90339(W) AD(       ) 4
 AX2653  NAD 27      -  29 37 27.42238(N)    096 03 17.05236(W) AD(       ) 3
 AX2653
 AX2653.Superseded values are not recommended for survey control.
 AX2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2653.See file dsdata.txt to determine how the superseded data were derived.
 AX2653
 AX2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8516880805(NAD 83)
 AX2653_MARKER: 90 = CHURCH SPIRE
 AX2653
 AX2653  HISTORY     - Date     Condition        Report By
 AX2653  HISTORY     - 1935     FIRST OBSERVED   CGS
 AX2653  HISTORY     - 19991024 GOOD             USPSQD
 AX2653
 AX2653                          STATION DESCRIPTION
 AX2653
 AX2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX2653'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE ON THE
 AX2653'GUARDIAN ANGLE CATHOLIC CHURCH.  THE CHURCH IS A WOODEN
 AX2653'BUILDING PAINTED WHITE.  IT HAS A HIP ROOF WITH THREE DORMERS
 AX2653'ON EACH SIDE.  THERE IS A SQUARE WOODEN TOWER WITH BUTTRESS
 AX2653'CORNERS AT THE W CENTER OVER THE ENTRANCE.  THE UPPER PART
 AX2653'OF THE TOWER IS A BELFRY AND HAS TWO OPEN WINDOWS ON EACH
 AX2653'SIDE.  THERE IS A SMALL ORNAMENTAL SPIRE AT THE TOP OF EACH
 AX2653'BUTTRESS CORNER.  AN OCTAGONAL PYRAMIDAL STEEPLE SURMOUNTS
 AX2653'THE TOWER.  STEEPLE HAS A LOUVERED DORMER ON EACH OF FOUR
 AX2653'SIDES.  THERE IS A BALL AND LIGHTED BLACK CROSS AT THE TIP
 AX2653'OF THE STEEPLE.  THE SPIRE IS ABOUT 85 FEET HIGH AND IS
 AX2653'QUITE PROMINENT.  THE BUILDING WAS ERECTED IN 1913.
 AX2653'
 AX2653'THE CHURCH IS ABOUT 1/2 MILE SE OF THE MAIN PART OF THE TOWN
 AX2653'OF WALLIS AND ABOUT 0.1 MILE S OF HIGHWAY TEXAS 36.
 AX2653
 AX2653                          STATION RECOVERY (1999)
 AX2653
 AX2653'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2651 ***********************************************************************
 AX2651  DESIGNATION -  WALLIS SANTA FE RR STANDPIPE
 AX2651  PID         -  AX2651
 AX2651  STATE/COUNTY-  TX/AUSTIN
 AX2651  USGS QUAD   -  WALLIS (1980)
 AX2651
 AX2651                         *CURRENT SURVEY CONTROL
 AX2651  ___________________________________________________________________
 AX2651* NAD 83(1993)-  29 37 36.29525(N)    096 03 14.56115(W)     ADJUSTED  
 AX2651* NAVD 88     -                                                        
 AX2651  ___________________________________________________________________
 AX2651  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AX2651  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2651
 AX2651  HORZ ORDER  -  THIRD
 AX2651
 AX2651.The horizontal coordinates were established by classical geodetic methods
 AX2651.and adjusted by the National Geodetic Survey in February 1996..
 AX2651
 AX2651
 AX2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2651
 AX2651.The geoid height was determined by GEOID03.
 AX2651
 AX2651;                    North         East     Units Scale Factor Converg.
 AX2651;SPC TXSC     - 4,202,351.215   885,236.430   MT  0.99987617   +1 26 35.7
 AX2651;SPC TXSC     -13,787,213.94  2,904,313.19   sFT  0.99987617   +1 26 35.7
 AX2651;UTM  14      - 3,281,054.511   785,252.523   MT  1.00060411   +1 27 26.3
 AX2651;UTM  15      - 3,281,325.798   204,276.313   MT  1.00067919   -1 30 39.1
 AX2651
 AX2651                          SUPERSEDED SURVEY CONTROL
 AX2651
 AX2651  NAD 83(1986)-  29 37 36.30965(N)    096 03 14.54504(W) AD(       ) 4
 AX2651  NAD 27      -  29 37 35.44940(N)    096 03 13.69437(W) AD(       ) 3
 AX2651
 AX2651.Superseded values are not recommended for survey control.
 AX2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2651.See file dsdata.txt to determine how the superseded data were derived.
 AX2651
 AX2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8525381055(NAD 83)
 AX2651_MARKER: 52 = STANDPIPE TANK
 AX2651
 AX2651  HISTORY     - Date     Condition        Report By
 AX2651  HISTORY     - 1935     FIRST OBSERVED   CGS
 AX2651  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX2651  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AX2651
 AX2651                          STATION DESCRIPTION
 AX2651
 AX2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX2651'THIS STATION IS THE CENTER OF THE WATER STANDPIPE AT THE
 AX2651'WATERING STATION OF THE SANTA FE RAILROAD.  IT IS A CYLINDRICAL
 AX2651'STEEL STANDPIPE WITH FLAT TOP.  IT IS PAINTED BLACK AND HAS A
 AX2651'SANTA FE SEAL ON THE E AND W SIDES.  IT IS ABOUT 25 FEET IN
 AX2651'DIAMETER AND ABOUT 40 FEET HIGH AND IS NOT VERY PROMINENT.
 AX2651'
 AX2651'THE STANDPIPE IS ABOUT 1/2 MILE ESE OF THE MAIN PART OF THE
 AX2651'TOWN OF WALLIS, ON THE RIGHT-OF-WAY OF THE SANTA FE RAILROAD,
 AX2651'ABOUT 80 FEET SSW OF THE MAIN TRACK, ABOUT 50 FEET NNE OF THE
 AX2651'CENTER LINE OF TEXAS 36, AND ABOUT 85 FEET WNW OF A CROSS ROAD.
 AX2651
 AX2651                          STATION RECOVERY (1999)
 AX2651
 AX2651'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2651'MARK NOT FOUND.
 AX2651
 AX2651                          STATION RECOVERY (2004)
 AX2651
 AX2651'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX2651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6063 ***********************************************************************
 AW6063  DESIGNATION -  WALLISVILLE TEX GULF SULP MAST
 AW6063  PID         -  AW6063
 AW6063  STATE/COUNTY-  TX/CHAMBERS
 AW6063  USGS QUAD   -  SHILOH (1993)
 AW6063
 AW6063                         *CURRENT SURVEY CONTROL
 AW6063  ___________________________________________________________________
 AW6063* NAD 83(1993)-  29 53 42.93357(N)    094 41 48.26510(W)     ADJUSTED  
 AW6063* NAVD 88     -                                                        
 AW6063  ___________________________________________________________________
 AW6063  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW6063  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW6063
 AW6063  HORZ ORDER  -  THIRD
 AW6063
 AW6063.The horizontal coordinates were established by classical geodetic methods
 AW6063.and adjusted by the National Geodetic Survey in February 1996..
 AW6063
 AW6063
 AW6063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6063
 AW6063.The geoid height was determined by GEOID03.
 AW6063
 AW6063;                    North         East     Units Scale Factor Converg.
 AW6063;SPC TXSC     - 4,236,164.573 1,015,510.046   MT  0.99991092   +2 06 29.6
 AW6063;SPC TXSC     -13,898,149.94  3,331,719.21   sFT  0.99991092   +2 06 29.6
 AW6063;SPC TX C     - 3,039,132.880 1,244,227.336   MT  1.00006646   +2 54 11.4
 AW6063;SPC TX C     - 9,970,888.46  4,082,102.52   sFT  1.00006646   +2 54 11.4
 AW6063;UTM  15      - 3,308,388.617   336,169.609   MT  0.99993116   -0 50 45.1
 AW6063
 AW6063                          SUPERSEDED SURVEY CONTROL
 AW6063
 AW6063  NAD 83(1986)-  29 53 42.95086(N)    094 41 48.24739(W) AD(       ) 4
 AW6063  NAD 27      -  29 53 42.17300(N)    094 41 47.54300(W) AD(       ) 3
 AW6063
 AW6063.Superseded values are not recommended for survey control.
 AW6063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6063.See file dsdata.txt to determine how the superseded data were derived.
 AW6063
 AW6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3617008389(NAD 83)
 AW6063_MARKER: 42 = RADIO/TV MAST
 AW6063
 AW6063  HISTORY     - Date     Condition        Report By
 AW6063  HISTORY     - 1951     FIRST OBSERVED   CGS
 AW6063
 AW6063                          STATION DESCRIPTION
 AW6063
 AW6063'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW6063'THE STATION IS LOCATED ABOUT 15.0 MILES SOUTH-SOUTHEAST OF
 AW6063'LIBERTY, IN THE VICINITY OF MOSS BLUFF AND BETWEEN FARM
 AW6063'ROAD 563 AND A NORTH-SOUTH GRAVELED ROAD.  IT IS 0.1 MILE
 AW6063'EAST OF FARM ROAD 563, 0.05 MILE WEST OF A NORTH-SOUTH ROAD,
 AW6063'0.05 MILE SOUTH OF THE SULPHUR PLANT AND 75.0 FEET SOUTH
 AW6063'OF THE CENTER OF AN EAST-WEST GRAVELED ROAD.  IT IS A SELF
 AW6063'SUPPORTING TUBULAR STEEL STRUCTURE WITH A RED LIGHT AT THE
 AW6063'TOP.  THE OVERALL HEIGHT IS ABOUT 150.0 FEET.
 AW6063'
 AW6063'TO REACH THE STATION FROM THE POST OFFICE IN LIBERTY, GO
 AW6063'SOUTH ON STATE HIGHWAY 146 FOR 0.2 MILE TO U.S. HIGHWAY
 AW6063'90.  TURN LEFT, EAST, ON U.S. HIGHWAY 90 FOR 0.8 MILE TO
 AW6063'FARM ROAD 563.  TURN RIGHT AND GO SOUTH-SOUTHEAST ON FARM
 AW6063'ROAD 563 FOR 13.3 MILES TO A GROUP OF BUILDINGS AND THE
 AW6063'STATION ON THE LEFT AS DESCRIBED.
 AW6063'
 AW6063'THE LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1114 ***********************************************************************
 CA1114  DESIGNATION -  WALLOOPE
 CA1114  PID         -  CA1114
 CA1114  STATE/COUNTY-  TX/MCCULLOCH
 CA1114  USGS QUAD   -  DOOLE (1967)
 CA1114
 CA1114                         *CURRENT SURVEY CONTROL
 CA1114  ___________________________________________________________________
 CA1114* NAD 83(1993)-  31 26 41.96830(N)    099 35 19.78830(W)     ADJUSTED  
 CA1114* NAVD 88     -       482.3    (meters)    1582.     (feet)  VERTCON   
 CA1114  ___________________________________________________________________
 CA1114  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CA1114  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CA1114
 CA1114  HORZ ORDER  -  SECOND
 CA1114
 CA1114.The horizontal coordinates were established by classical geodetic methods
 CA1114.and adjusted by the National Geodetic Survey in February 1996..
 CA1114
 CA1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1114
 CA1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1114
 CA1114.The geoid height was determined by GEOID03.
 CA1114
 CA1114;                    North         East     Units Scale Factor Converg.
 CA1114;SPC TX C     - 3,197,375.694   770,764.131   MT  0.99991161   +0 23 00.5
 CA1114;SPC TX C     -10,490,056.76  2,528,748.65   sFT  0.99991161   +0 23 00.5
 CA1114;UTM  14      - 3,479,069.829   444,048.986   MT  0.99963861   -0 18 25.9
 CA1114
 CA1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1114!SPC TX C     -   0.99992814  x   0.99991161  =   0.99983976
 CA1114!UTM  14      -   0.99992814  x   0.99963861  =   0.99956678
 CA1114
 CA1114|---------------------------------------------------------------------|
 CA1114| PID    Reference Object                     Distance      Geod. Az  |
 CA1114|                                                           dddmmss.s |
 CA1114| CV5740 WALLOOPE RM 2                        16.625 METERS 05519     |
 CA1114| CA1112 STEER                               APPROX.10.5 KM 0595012.8 |
 CA1114| CV5739 WALLOOPE RM 1                        14.290 METERS 31235     |
 CA1114|---------------------------------------------------------------------|
 CA1114
 CA1114                          SUPERSEDED SURVEY CONTROL
 CA1114
 CA1114  NAD 83(1986)-  31 26 41.97606(N)    099 35 19.77394(W) AD(       ) 2
 CA1114  NAD 27      -  31 26 41.40473(N)    099 35 18.54278(W) AD(       ) 2
 CA1114  NGVD 29 (07/19/86)  482.2    (m)         1582.     (f) VERT ANG       
 CA1114
 CA1114.Superseded values are not recommended for survey control.
 CA1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1114.See file dsdata.txt to determine how the superseded data were derived.
 CA1114
 CA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV4404979070(NAD 83)
 CA1114_MARKER: DD = SURVEY DISK
 CA1114_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1114+WITH SETTING: INFORMATION.
 CA1114_SP_SET: PREFABRICATED CONCRETE POST
 CA1114
 CA1114  HISTORY     - Date     Condition        Report By
 CA1114  HISTORY     - 1967     MONUMENTED       USGS
 CA1114
 CA1114                          STATION DESCRIPTION
 CA1114
 CA1114'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1114'STATION IS LOCATED 3.8 MILES SOUTH AND 12.6 MILES WEST OF
 CA1114'ROCKWOOD, 3.6 MILES NORTH AND 0.6 MILE EAST OF DOOLE, ON A
 CA1114'MESQUITE COVERED TOP 0.6 MILE EAST OF FARM ROAD 503, IN A SMALL
 CA1114'CLEARING, 7 FEET SOUTH OF A WITNESS SIGN.
 CA1114'
 CA1114'TO REACH FROM THE JUNCTION OF FARM ROADS 765 AND 503 IN DOOLE,
 CA1114'GO 3.0 MILES NORTH ON FARM ROAD 503 TO A GRAVEL ROAD RIGHT
 CA1114'(EAST), THENCE 1.0 MILE EAST TO RIGHT ANGLE TURN LEFT. CONTINUE
 CA1114'0.4 MILE NORTH TO A WIRE GATE ON THE LEFT.  GO THRU GATE 0.35
 CA1114'MILE NORTHWEST ON TRACK ROAD TO A SHARP TURN RIGHT.  LEAVE
 CA1114'ROAD AND GO 0.1 MILE WEST ACROSS COUNTRY TO TOP OF HILL AND
 CA1114'STATION SITE.
 CA1114'
 CA1114'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1114'STEEL ROD DRIVEN TO REFUSAL (5 FEET), CENTERED IN A 6 INCH DIAMETER
 CA1114'PLASTIC CASING 12 INCHES LONG, FILLED WITH CONCRETE.  THE TABLET
 CA1114'IS SET FLUSH WITH GROUND AND STAMPED WALLOOPE ET 1967.
 CA1114'
 CA1114'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A COPPER
 CA1114'COATED STEEL ROD DRIVEN TO REFUSAL (5.0 FEET) CENTERED IN A
 CA1114'6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1114'CONCRETE.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1114'WALLOOPE ET 1967 NO. 1.
 CA1114'
 CA1114'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A COPPER
 CA1114'COATED STEEL ROD DRIVEN TO REFUSAL (5.0 FEET), CENTERED IN A
 CA1114'6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1114'CONCRETE.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1114'WALLOOPE ET 1967 NO. 2.
 CA1114'
 CA1114'THE DISTANCE BETWEEN REFERENCE MARKS IS 79.38 FEET (24.194
 CA1114'METERS).
 CA1114'
 CA1114'STATION STEER ET 1967, 6.5 MILES NORTHEAST, IS VISIBLE FROM
 CA1114'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7011 ***********************************************************************
 AW7011  DESIGNATION -  WALLPORT
 AW7011  PID         -  AW7011
 AW7011  STATE/COUNTY-  TX/WALLER
 AW7011  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW7011
 AW7011                         *CURRENT SURVEY CONTROL
 AW7011  ___________________________________________________________________
 AW7011* NAD 83(1993)-  29 59 46.22476(N)    095 55 50.09240(W)     ADJUSTED  
 AW7011* NAVD 88     -        71.7    (meters)     235.     (feet)  VERTCON   
 AW7011  ___________________________________________________________________
 AW7011  X           -    -571,224.345 (meters)                     COMP
 AW7011  Y           -  -5,498,917.342 (meters)                     COMP
 AW7011  Z           -   3,170,028.462 (meters)                     COMP
 AW7011  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AW7011  ELLIP HEIGHT-          44.16  (meters)          (02/16/96) GPS OBS
 AW7011  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW7011
 AW7011  HORZ ORDER  -  THIRD
 AW7011  ELLP ORDER  -  FIFTH     CLASS I
 AW7011
 AW7011.This mark is at Skylake Airport (3XS7)
 AW7011
 AW7011.The horizontal coordinates were established by GPS observations
 AW7011.and adjusted by the National Geodetic Survey in February 1996..
 AW7011
 AW7011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7011
 AW7011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7011
 AW7011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7011
 AW7011.The ellipsoidal height was determined by GPS observations
 AW7011.and is referenced to NAD 83.
 AW7011
 AW7011.The geoid height was determined by GEOID03.
 AW7011
 AW7011;                    North         East     Units Scale Factor Converg.
 AW7011;SPC TXSC     - 4,243,590.902   896,113.332   MT  0.99992966   +1 30 13.5
 AW7011;SPC TXSC     -13,922,514.48  2,939,998.49   sFT  0.99992966   +1 30 13.5
 AW7011;UTM  15      - 3,321,978.095   217,279.284   MT  1.00058629   -1 27 57.9
 AW7011;UTM  14      - 3,322,329.199   796,121.040   MT  1.00068202   +1 32 08.3
 AW7011
 AW7011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7011!SPC TXSC     -   0.99999306  x   0.99992966  =   0.99992273
 AW7011!UTM  15      -   0.99999306  x   1.00058629  =   1.00057935
 AW7011!UTM  14      -   0.99999306  x   1.00068202  =   1.00067508
 AW7011
 AW7011:                Primary Azimuth Mark                     Grid Az
 AW7011:SPC TXSC     -  WALLPORT AZ MK                           178 49 01.9
 AW7011:UTM  15      -  WALLPORT AZ MK                           181 47 13.3
 AW7011:UTM  14      -  WALLPORT AZ MK                           178 47 07.1
 AW7011
 AW7011|---------------------------------------------------------------------|
 AW7011| PID    Reference Object                     Distance      Geod. Az  |
 AW7011|                                                           dddmmss.s |
 AW7011| AW7014 WALLPORT AZ MK                      463.248 METERS 1801915.4 |
 AW7011|---------------------------------------------------------------------|
 AW7011
 AW7011                          SUPERSEDED SURVEY CONTROL
 AW7011
 AW7011  ELLIP H (01/21/93)   44.14   (m)                       GP(       ) 4 2
 AW7011  NAD 83(1986)-  29 59 46.23996(N)    095 55 50.07306(W) AD(       ) 3
 AW7011  NAD 83(1986)-  29 59 46.23991(N)    095 55 50.07176(W) AD(       ) 3
 AW7011  NGVD 29 (06/12/91)   71.7    (m)          235.     (f) GPS OBS        
 AW7011
 AW7011.Superseded values are not recommended for survey control.
 AW7011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7011.See file dsdata.txt to determine how the superseded data were derived.
 AW7011
 AW7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1727921978(NAD 83)
 AW7011_MARKER: I = METAL ROD
 AW7011_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AW7011_SP_SET: OBJECT DRIVEN INTO GROUND
 AW7011_MAGNETIC: I = MARKER IS A STEEL ROD
 AW7011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW7011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7011+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AW7011
 AW7011  HISTORY     - Date     Condition        Report By
 AW7011  HISTORY     - 1987     MONUMENTED       NGS
 AW7011
 AW7011                          STATION DESCRIPTION
 AW7011
 AW7011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW7011'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI)
 AW7011'SOUTHEAST OF HEMPSTEAD, 11.3 KM (7.0 MI) NORTHEAST OF MONAVILLE,
 AW7011'8.0 KM (5.0 MI) SOUTH OF WALLER AND AT THE SKY LAKES AIRPORT IN THE
 AW7011'SOUTHWEST ANGLE OF PAVED TAXIWAY AND RUNWAY INTERSECTION.
 AW7011'OWNERSHIP--WALLER COUNTRY CLUB INVESTORS, FRED WEIESNER, PRESIDENT,
 AW7011'15537 PENNICK ROAD, WALLER TX 77484, PHONE 409-372-9146.
 AW7011'
 AW7011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND FARM
 AW7011'ROAD 362 IN WALLER, GO SOUTH ON FARM ROAD 362 FOR 8.2 KM (5.1 MI)
 AW7011'TO A FORK.  BEAR LEFT, LEAVING FARM ROAD 362, FOR 0.1 KM (0.05 MI)
 AW7011'TO A T-ROAD.  TURN LEFT ON ROCHEN ROAD FOR 0.4 KM (0.25 MI) TO A
 AW7011'T-ROAD.  TURN LEFT ON PENNICK ROAD FOR 1.3 KM (0.8 MI) TO A ROAD
 AW7011'LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.6 KM (0.4 MI) TO A METAL
 AW7011'HANGAR BUILDING AND ADMINISTRATION BUILDING.  TURN LEFT, ON THE
 AW7011'NORTH SIDE OF BUILDING AND GO EASTERLY ACROSS APRON TO A PAVED
 AW7011'TAXIWAY.  FOLLOW TAXIWAY NORTH AND THEN EAST TO THE RUNWAY AND THE
 AW7011'STATION ON THE RIGHT.
 AW7011'
 AW7011'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW7011'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW7011'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW7011'LOGO CAP STAMPED---WALLPORT 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW7011'THE GROUND SURFACE.  LOCATED 29.7 METERS (97.4 FT) EAST FROM THE
 AW7011'CENTER OF A TURF TAXIWAY, 17.5 METERS (57.4 FT) WEST FROM THE
 AW7011'CENTER OF THE RUNWAY, 12.7 METERS (41.7 FT) SOUTH FROM THE CENTER
 AW7011'OF PAVED TAXIWAY AND 10.0 METERS (32.8 FT) SOUTHWEST OF A TAXIWAY
 AW7011'LIGHT.
 AW7011'
 AW7011'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AW7011'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 AW7011'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 AW7011'WITH A LOGO CAP STAMPED---WALLPORT AZ MK 1987---, THE ROD IS
 AW7011'RECESSED 8 CM BELOW THE GROUND SURFACE.  LOCATED 25.0 METERS (82.0
 AW7011'FT) WEST OF THE RUNWAY CENTER, 21.8 METERS (71.5 FT) EAST FROM THE
 AW7011'CENTER OF A TURF TAXIWAY, 20.5 METERS (67.3 FT) SOUTH FROM THE
 AW7011'CENTER OF A TURF CROSSOVER AND 18.4 METERS (60.4 FT) SOUTHWEST OF A
 AW7011'TAXIWAY LIGHT WITH A TIRE AROUND IT.  TO REACH THE AZIMUTH MARK
 AW7011'FROM THE STATION, GO SOUTH ON THE RUNWAY FOR 0.5 KM (0.3 MI) TO THE
 AW7011'MARK ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE RUNWAY AND A GRASS
 AW7011'TAXIWAY.
 AW7011'
 AW7011'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW7011'
 AW7011'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW7011'
 AW7011'DESCRIBED BY B.L. LAMBERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7014 ***********************************************************************
 AW7014  DESIGNATION -  WALLPORT AZ MK
 AW7014  PID         -  AW7014
 AW7014  STATE/COUNTY-  TX/WALLER
 AW7014  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW7014
 AW7014                         *CURRENT SURVEY CONTROL
 AW7014  ___________________________________________________________________
 AW7014* NAD 83(1993)-  29 59 31.18072(N)    095 55 50.18921(W)     ADJUSTED  
 AW7014* NAVD 88     -        70.9    (meters)     233.     (feet)  VERTCON   
 AW7014  ___________________________________________________________________
 AW7014  X           -    -571,250.786 (meters)                     COMP
 AW7014  Y           -  -5,499,146.769 (meters)                     COMP
 AW7014  Z           -   3,169,626.882 (meters)                     COMP
 AW7014  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AW7014  ELLIP HEIGHT-          43.41  (meters)          (02/16/96) GPS OBS
 AW7014  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW7014
 AW7014  HORZ ORDER  -  THIRD
 AW7014  ELLP ORDER  -  FIFTH     CLASS I
 AW7014
 AW7014.This mark is at Skylake Airport (3XS7)
 AW7014
 AW7014.The horizontal coordinates were established by GPS observations
 AW7014.and adjusted by the National Geodetic Survey in February 1996..
 AW7014
 AW7014.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7014
 AW7014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7014
 AW7014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7014
 AW7014.The ellipsoidal height was determined by GPS observations
 AW7014.and is referenced to NAD 83.
 AW7014
 AW7014.The geoid height was determined by GEOID03.
 AW7014
 AW7014;                    North         East     Units Scale Factor Converg.
 AW7014;SPC TXSC     - 4,243,127.786   896,122.893   MT  0.99992882   +1 30 13.4
 AW7014;SPC TXSC     -13,920,995.08  2,940,029.86   sFT  0.99992882   +1 30 13.4
 AW7014;UTM  15      - 3,321,514.801   217,264.830   MT  1.00058639   -1 27 57.3
 AW7014;UTM  14      - 3,321,865.739   796,130.866   MT  1.00068209   +1 32 07.6
 AW7014
 AW7014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7014!SPC TXSC     -   0.99999318  x   0.99992882  =   0.99992200
 AW7014!UTM  15      -   0.99999318  x   1.00058639  =   1.00057957
 AW7014!UTM  14      -   0.99999318  x   1.00068209  =   1.00067527
 AW7014
 AW7014:                Primary Azimuth Mark                     Grid Az
 AW7014:SPC TXSC     -  WALLPORT                                 358 49 02.0
 AW7014:UTM  15      -  WALLPORT                                 001 47 12.7
 AW7014:UTM  14      -  WALLPORT                                 358 47 07.8
 AW7014
 AW7014|---------------------------------------------------------------------|
 AW7014| PID    Reference Object                     Distance      Geod. Az  |
 AW7014|                                                           dddmmss.s |
 AW7014| AW7011 WALLPORT                            463.248 METERS 0001915.4 |
 AW7014|---------------------------------------------------------------------|
 AW7014
 AW7014                          SUPERSEDED SURVEY CONTROL
 AW7014
 AW7014  ELLIP H (01/21/93)   43.46   (m)                       GP(       ) 4 2
 AW7014  NAD 83(1986)-  29 59 31.19591(N)    095 55 50.16993(W) AD(       ) 3
 AW7014  NAD 83(1986)-  29 59 31.19547(N)    095 55 50.16956(W) AD(       ) 3
 AW7014  NGVD 29 (06/12/91)   70.9    (m)          233.     (f) GPS OBS        
 AW7014
 AW7014.Superseded values are not recommended for survey control.
 AW7014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7014.See file dsdata.txt to determine how the superseded data were derived.
 AW7014
 AW7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1726521515(NAD 83)
 AW7014_MARKER: I = METAL ROD
 AW7014_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AW7014_SP_SET: OBJECT DRIVEN INTO GROUND
 AW7014_MAGNETIC: I = MARKER IS A STEEL ROD
 AW7014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW7014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7014+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AW7014
 AW7014  HISTORY     - Date     Condition        Report By
 AW7014  HISTORY     - 1987     MONUMENTED       NGS
 AW7014
 AW7014                          STATION DESCRIPTION
 AW7014
 AW7014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW7014'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI)
 AW7014'SOUTHEAST OF HEMPSTEAD, 11.3 KM (7.0 MI) NORTHEAST OF MONAVILLE,
 AW7014'8.0 KM (5.0 MI) SOUTH OF WALLER AND AT THE SKY LAKES AIRPORT.
 AW7014'OWNERSHIP--WALLER COUNTRY CLUB INVESTORS, FRED WEIESNER, PRESIDENT,
 AW7014'15537 PENNICK ROAD, WALLER TX 77484, PHONE 409-372-9146.
 AW7014'
 AW7014'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND FARM
 AW7014'ROAD 362 IN WALLER, GO SOUTH ON FARM ROAD 362 FOR 8.2 KM (5.1 MI)
 AW7014'TO A FORK.  BEAR LEFT, LEAVING FARM ROAD 362, FOR 0.1 KM (0.05 MI)
 AW7014'TO A T-ROAD.  TURN LEFT ON ROCHEN ROAD FOR 0.4 KM (0.25 MI) TO A
 AW7014'T-ROAD.  TURN LEFT ON PENNICK ROAD FOR 1.3 KM (0.8 MI) TO A ROAD
 AW7014'LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.6 KM (0.4 MI) TO A METAL
 AW7014'HANGAR BUILDING AND ADMINISTRATION BUILDING.  TURN LEFT ON THE
 AW7014'NORTH SIDE OF BUILDING AND GO EASTERLY ACROSS APRON TO A PAVED
 AW7014'TAXIWAY.  FOLLOW TAXIWAY NORTH AND EAST TO THE RUNWAY AND STATION
 AW7014'WALLPORT ON THE RIGHT.  TURN RIGHT ONTO RUNWAY AND GO SOUTH FOR 0.5
 AW7014'KM (0.3 MI) TO THE MARK ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE
 AW7014'RUNWAY AND A TURF TAXIWAY.
 AW7014'
 AW7014'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW7014'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW7014'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW7014'LOGO CAP STAMPED---WALLPORT AZ MK 1987---, THE ROD IS RECESSED 8 CM
 AW7014'BELOW THE GROUND SURFACE.  LOCATED 25.0 METERS (82.0 FT) WEST OF
 AW7014'THE RUNWAY CENTER, 21.8 METERS (71.5 FT) EAST FROM THE CENTER OF
 AW7014'TURF TAXIWAY, 20.5 METERS (67.3 FT) SOUTH FROM THE CENTER OF A TURF
 AW7014'CROSSOVER AND 18.4 METERS (60.4 FT) SOUTHWEST OF A TAXIWAY LIGHT
 AW7014'WITH A TIRE AROUND IT.
 AW7014'
 AW7014'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW7014'
 AW7014'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW7014'
 AW7014'DESCRIBED BY B.L. LAMBERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1399 ***********************************************************************
 BZ1399  DESIGNATION -  WALNUT
 BZ1399  PID         -  BZ1399
 BZ1399  STATE/COUNTY-  TX/ROBERTSON
 BZ1399  USGS QUAD   -  HAMMOND (1978)
 BZ1399
 BZ1399                         *CURRENT SURVEY CONTROL
 BZ1399  ___________________________________________________________________
 BZ1399* NAD 83(1993)-  31 00 40.09886(N)    096 38 01.70762(W)     ADJUSTED  
 BZ1399* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 BZ1399  ___________________________________________________________________
 BZ1399  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BZ1399  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BZ1399
 BZ1399  HORZ ORDER  -  FIRST
 BZ1399
 BZ1399.The horizontal coordinates were established by classical geodetic methods
 BZ1399.and adjusted by the National Geodetic Survey in February 1996..
 BZ1399
 BZ1399.The orthometric height was scaled from a topographic map.
 BZ1399
 BZ1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1399
 BZ1399.The geoid height was determined by GEOID03.
 BZ1399
 BZ1399;                    North         East     Units Scale Factor Converg.
 BZ1399;SPC TX C     - 3,154,914.611 1,053,172.512   MT  0.99988176   +1 54 19.7
 BZ1399;SPC TX C     -10,350,749.02  3,455,283.48   sFT  0.99988176   +1 54 19.7
 BZ1399;UTM  14      - 3,433,240.389   725,895.148   MT  1.00022949   +1 13 10.5
 BZ1399
 BZ1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1399!SPC TX C     -   0.99998397  x   0.99988176  =   0.99986573
 BZ1399!UTM  14      -   0.99998397  x   1.00022949  =   1.00021346
 BZ1399
 BZ1399|---------------------------------------------------------------------|
 BZ1399| PID    Reference Object                     Distance      Geod. Az  |
 BZ1399|                                                           dddmmss.s |
 BZ1399| CV8576 WALNUT RM 1                          30.346 METERS 07216     |
 BZ1399| CV8575 WALNUT AZ MK                                       1570135.8 |
 BZ1399| CV8577 WALNUT RM 2                          21.799 METERS 15933     |
 BZ1399| BM1052 CALVERT STANDPIPE                   APPROX. 5.4 KM 2234523.7 |
 BZ1399|---------------------------------------------------------------------|
 BZ1399
 BZ1399                          SUPERSEDED SURVEY CONTROL
 BZ1399
 BZ1399  NAD 83(1986)-  31 00 40.11115(N)    096 38 01.68882(W) AD(       ) 1
 BZ1399  NAD 27      -  31 00 39.43800(N)    096 38 00.79500(W) AD(       ) 1
 BZ1399
 BZ1399.Superseded values are not recommended for survey control.
 BZ1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1399.See file dsdata.txt to determine how the superseded data were derived.
 BZ1399
 BZ1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV2589533240(NAD 83)
 BZ1399_MARKER: DS = TRIANGULATION STATION DISK
 BZ1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1399
 BZ1399  HISTORY     - Date     Condition        Report By
 BZ1399  HISTORY     - 1943     MONUMENTED       CGS
 BZ1399
 BZ1399                          STATION DESCRIPTION
 BZ1399
 BZ1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1399'THE STATION IS LOCATED ABOUT 3.5 MILES NE OF CALVERT, AND 9.0
 BZ1399'MILES N OF HEARNE, ON LAND OWNED BY JOHN MURFF.  IT IS IN THE
 BZ1399'PASTURE FIELD, 60 FEET S OF THE FARMHOUSE, 50 FEET SE OF THE GATE
 BZ1399'INTO THE PASTURE, AND ABOUT 225 FEET ENE OF THE GRAVEL ROAD.  THE
 BZ1399'DISK IS STAMPED WALNUT 1943, AND PROJECTS 2 INCHES.
 BZ1399'
 BZ1399'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1399'DISKS SET IN CONCRETE.
 BZ1399'
 BZ1399'REFERENCE MARK NO. 1 IS E OF THE STATION, 150 FEET SE OF THE
 BZ1399'FARMHOUSE, 45 FEET S OF A SMALL OUT HOUSE, AND 40 FEET N OF A
 BZ1399'CHICKEN PEN.  THE DISK IS STAMPED WALNUT NO. 1 1943, AND PROJECTS
 BZ1399'3 INCHES.
 BZ1399'
 BZ1399'REFERENCE MARK NO. 2 IS SSE OF THE STATION, SET IN THE OPEN
 BZ1399'PASTURE FIELD.  THE DISK IS STAMPED WALNUT NO. 2 1943, AND
 BZ1399'PROJECTS 2 INCHES.
 BZ1399'
 BZ1399'THE AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION, 30
 BZ1399'FEET E OF THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT E OF A N AND
 BZ1399'S FENCE LINE.  THE DISK IS STAMPED WALNUT 1943, AND PROJECTS
 BZ1399'2 INCHES.  TO REACH FROM THE STATION.  GO S ON GRAVEL ROAD
 BZ1399'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 BZ1399'
 BZ1399'TO REACH THE STATION FROM THE CALVERT STATE BANK IN CALVERT.
 BZ1399'GO NW ON STATE ROUTE 6 FOR 0.3 MILE TO A GRAVEL SIDE STREET
 BZ1399'RIGHT.  TURN RIGHT AND FOLLOW GRAVEL ROAD E FOR 3.55 MILES TO
 BZ1399'A GRAVEL SIDE ROAD RIGHT OPPOSITE 3 MAIL BOXES ON THE LEFT.
 BZ1399'TURN RIGHT AND GO S ON GRAVEL ROAD FOR 0.7 MILE TO THE MURFF
 BZ1399'FARMHOUSE ON THE LEFT, AND STATION.
 BZ1399'
 BZ1399'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BZ1399'
 BZ1399'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0114 ***********************************************************************
 BY0114  DESIGNATION -  WALTER
 BY0114  PID         -  BY0114
 BY0114  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0114  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0114
 BY0114                         *CURRENT SURVEY CONTROL
 BY0114  ___________________________________________________________________
 BY0114* NAD 83(1993)-  31 31 10.82357(N)    094 13 14.09969(W)     ADJUSTED  
 BY0114* NAVD 88     -       128.08   (+/-2cm)     420.2    (feet)  VERTCON   
 BY0114  ___________________________________________________________________
 BY0114  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BY0114  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY0114
 BY0114  HORZ ORDER  -  SECOND
 BY0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0114
 BY0114.The horizontal coordinates were established by classical geodetic methods
 BY0114.and adjusted by the National Geodetic Survey in February 1996..
 BY0114
 BY0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0114.The vertical order pertains to the NGVD 29 superseded value.
 BY0114
 BY0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0114
 BY0114.The geoid height was determined by GEOID03.
 BY0114
 BY0114;                    North         East     Units Scale Factor Converg.
 BY0114;SPC TX C     - 3,221,365.739 1,280,266.711   MT  0.99992253   +3 08 54.3
 BY0114;SPC TX C     -10,568,764.10  4,200,341.70   sFT  0.99992253   +3 08 54.3
 BY0114;UTM  15      - 3,487,842.516   384,108.413   MT  0.99976565   -0 38 17.5
 BY0114
 BY0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0114!SPC TX C     -   0.99998414  x   0.99992253  =   0.99990667
 BY0114!UTM  15      -   0.99998414  x   0.99976565  =   0.99974979
 BY0114
 BY0114|---------------------------------------------------------------------|
 BY0114| PID    Reference Object                     Distance      Geod. Az  |
 BY0114|                                                           dddmmss.s |
 BY0114| BY0115 WALTER RM 1                          39.115 METERS 07315     |
 BY0114| BY2616 SAN AUGUSTINE ST FOR SERV LOT       APPROX. 8.2 KM 0782834.7 |
 BY0114| BY2613 SAN AUGUSTINE MUNICIPAL TANK        APPROX.11.2 KM 0833931.8 |
 BY0114| BY0116 WALTER RM 2                          23.513 METERS 18512     |
 BY0114| BY0113 WALTER AZ MK                                       2552713.3 |
 BY0114|---------------------------------------------------------------------|
 BY0114
 BY0114                          SUPERSEDED SURVEY CONTROL
 BY0114
 BY0114  NAD 83(1986)-  31 31 10.83366(N)    094 13 14.09181(W) AD(       ) 2
 BY0114  NAD 27      -  31 31 10.17800(N)    094 13 13.37800(W) AD(       ) 2
 BY0114  NGVD 29 (??/??/92)  128.108  (m)          420.30   (f) ADJ UNCH    2 0
 BY0114
 BY0114.Superseded values are not recommended for survey control.
 BY0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0114.See file dsdata.txt to determine how the superseded data were derived.
 BY0114
 BY0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ8410887843(NAD 83)
 BY0114_MARKER: DS = TRIANGULATION STATION DISK
 BY0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0114_STAMPING: WALTER 1949
 BY0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0114+STABILITY: SURFACE MOTION
 BY0114
 BY0114  HISTORY     - Date     Condition        Report By
 BY0114  HISTORY     - 1949     MONUMENTED       CGS
 BY0114  HISTORY     - 1949     GOOD             CGS
 BY0114
 BY0114                          STATION DESCRIPTION
 BY0114
 BY0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY0114'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF SAN AUGUSTINE
 BY0114'ON PROPERTY OWNED BY MR. WALTER SMITH.  IT IS SITUATED IN
 BY0114'THE NORTHWEST SECTION OF THE FARM YARD, 48 FEET SOUTHWEST
 BY0114'OF THE MONUMENT OF THOMAS S. MC FARLAND AND 30 FEET EAST OF
 BY0114'THE NORTH-SOUTH FENCE LINE.  IT IS STAMPED WALTER 1949 AND
 BY0114'IS SET FLUSH WITH THE GROUND.
 BY0114'
 BY0114'REFERENCE MARK NO. 1 IS AT EAST EDGE OF FARM YARD, 27 FEET
 BY0114'SOUTH OF THE FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH
 BY0114'FENCE LINE.  IT IS STAMPED WALTER NO 1 1949 AND PROJECTS
 BY0114'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BY0114'
 BY0114'REFERENCE MARK NO. 2 IS AT WEST EDGE OF FARM YARD, 57 FEET
 BY0114'NORTH OF A T-FENCE CORNER AND 1 FOOT EAST OF THE NORTH-SOUTH
 BY0114'FENCE LINE.  IT IS STAMPED WALTER NO 2 1949 AND PROJECTS
 BY0114'5 INCHES ABOVE THE SURFACE OF THE GROUND.
 BY0114'
 BY0114'THE AZIMUTH MARK IS LOCATED 0.25 MILE WEST-SOUTHWEST OF THE
 BY0114'STATION, 45 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 21,
 BY0114'2 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF THE EAST-WEST
 BY0114'FENCE LINE.  IT IS STAMPED WALTER 1949 AND PROJECTS 4 INCHES
 BY0114'ABOVE THE GROUND.
 BY0114'
 BY0114'TO REACH THE STATION FROM THE JUNCTIONS OF STATES ROUTE
 BY0114'21 AND 147 IN SAN AUGUSTINE GO WEST ON STATE ROUTE 21 FOR
 BY0114'6.5 MILES TO THE MC FARLAND MONUMENT AND THE STATION ON
 BY0114'THE LEFT AS DESCRIBED.  CONTINUE WESTERLY FOR 0.25 MILE
 BY0114'TO THE AZIMUTH MARK ON THE LEFT.
 BY0114'
 BY0114'AN 87 FOOT SIGNAL AT BANNISTER 1931 IS VISIBLE AT 40 FEET.
 BY0114'
 BY0114'A 100 FOOT SIGNAL AT CHIRENO IS VISIBLE AT 4 FEET.
 BY0114'
 BY0114'A 100 FOOT SIGNAL AT BROWNING IS VISIBLE AT 30 FEET.
 BY0114'
 BY0114'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BY0114
 BY0114                          STATION RECOVERY (1949)
 BY0114
 BY0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BY0114'1.4 MI E FROM DENNING.
 BY0114'1.4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0114'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, AT THE WALTER SMITH FARM
 BY0114'HOME, 128.2 FEET WEST OF WALTER R.M. 1, 103.8 FEET SOUTH OF THE CENTER
 BY0114'LINE OF THE HIGHWAY, 77.1 FEET NORTHEAST OF WALTER R.M. 2, 66.7 FEET
 BY0114'NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, 47.3 FEET
 BY0114'SOUTHWEST OF THOMAS S. MCFARLAND MONUMENT, 34.6 FEET NORTH OF A
 BY0114'20-INCH CEDAR TREE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 BY0114'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0699 ***********************************************************************
 DQ0699  DESIGNATION -  WALTER
 DQ0699  PID         -  DQ0699
 DQ0699  STATE/COUNTY-  TX/LAMB
 DQ0699  USGS QUAD   -  BULL LAKE (1981)
 DQ0699
 DQ0699                         *CURRENT SURVEY CONTROL
 DQ0699  ___________________________________________________________________
 DQ0699* NAD 83(1993)-  33 57 22.70956(N)    102 23 59.99399(W)     ADJUSTED  
 DQ0699* NAVD 88     -      1106.2    (meters)    3629.     (feet)  VERTCON   
 DQ0699  ___________________________________________________________________
 DQ0699  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DQ0699  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 DQ0699
 DQ0699  HORZ ORDER  -  SECOND
 DQ0699
 DQ0699.The horizontal coordinates were established by classical geodetic methods
 DQ0699.and adjusted by the National Geodetic Survey in February 1996..
 DQ0699
 DQ0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0699
 DQ0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0699
 DQ0699.The geoid height was determined by GEOID03.
 DQ0699
 DQ0699;                    North         East     Units Scale Factor Converg.
 DQ0699;SPC TXNC     - 2,260,601.067   239,598.956   MT  0.99999713   -2 07 37.3
 DQ0699;SPC TXNC     - 7,416,655.33    786,084.24   sFT  0.99999713   -2 07 37.3
 DQ0699;UTM  13      - 3,760,357.670   740,258.630   MT  1.00031165   +1 27 10.6
 DQ0699
 DQ0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0699!SPC TXNC     -   0.99983023  x   0.99999713  =   0.99982736
 DQ0699!UTM  13      -   0.99983023  x   1.00031165  =   1.00014182
 DQ0699
 DQ0699|---------------------------------------------------------------------|
 DQ0699| PID    Reference Object                     Distance      Geod. Az  |
 DQ0699|                                                           dddmmss.s |
 DQ0699| CJ9217 WALTER RM 3                          54.431 METERS 00757     |
 DQ0699| CJ9215 WALTER RM 1                          25.490 METERS 02113     |
 DQ0699| CJ9213 WALTER AZ MK                                       0800808.1 |
 DQ0699| DQ0695 LITTLEFIELD MUNICIPAL TANK          APPROX. 7.2 KM 1174146.5 |
 DQ0699| CJ9218 WALTER RM 4                          18.884 METERS 15623     |
 DQ0699| CJ9214 WALTER AZ MK 2                                     1793009.1 |
 DQ0699| CJ9216 WALTER RM 2                          18.435 METERS 25451     |
 DQ0699| EO0616 AMHERST MUNICIPAL TANK              APPROX. 5.9 KM 3455508.5 |
 DQ0699|---------------------------------------------------------------------|
 DQ0699
 DQ0699                          SUPERSEDED SURVEY CONTROL
 DQ0699
 DQ0699  NAD 83(1986)-  33 57 22.71709(N)    102 23 59.98852(W) AD(       ) 2
 DQ0699  NAD 27      -  33 57 22.38900(N)    102 23 58.33900(W) AD(       ) 2
 DQ0699  NGVD 29 (07/19/86) 1105.7    (m)         3628.     (f) VERT ANG       
 DQ0699
 DQ0699.Superseded values are not recommended for survey control.
 DQ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0699.See file dsdata.txt to determine how the superseded data were derived.
 DQ0699
 DQ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4025960358(NAD 83)
 DQ0699_MARKER: DS = TRIANGULATION STATION DISK
 DQ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0699
 DQ0699  HISTORY     - Date     Condition        Report By
 DQ0699  HISTORY     - 1935     MONUMENTED       CGS
 DQ0699  HISTORY     - 1938     GOOD             TXHD
 DQ0699  HISTORY     - 1949     GOOD             CGS
 DQ0699  HISTORY     - 1949     GOOD             CGS
 DQ0699  HISTORY     - 1951     GOOD             LOCSUR
 DQ0699  HISTORY     - 1959     MARK NOT FOUND   CGS
 DQ0699  HISTORY     - 1964     GOOD             USGS
 DQ0699  HISTORY     - 1965     GOOD             CGS
 DQ0699  HISTORY     - 1969     GOOD             CGS
 DQ0699  HISTORY     - 1982     GOOD             NGS
 DQ0699
 DQ0699                          STATION DESCRIPTION
 DQ0699
 DQ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0699'STATION IS ABOUT 4 MILES SSE OF AMHERST, IN LABOR 25 OF LEAGUE
 DQ0699'661, ON THE PROPERTY BELONGING TO MR. H.B. HILL AND OCCUPIED
 DQ0699'BY HIS SON, MR. WALTER H. HILL.  IT IS 18 FEET N OF A GARDEN
 DQ0699'FENCE, 151 FEET E OF THE CENTER OF THE WELL, 35-1/2 FEET NW OF
 DQ0699'THE NE CORNER OF THE FENCE SURROUNDING THE GARDEN.  THE MARK
 DQ0699'IS FLUSH WITH THE GROUND.
 DQ0699'
 DQ0699'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0699'BRONZE DISKS SET IN CONCRETE.
 DQ0699'
 DQ0699'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND PROJECTS 2
 DQ0699'INCHES, 96 FEET N OF THE NE CORNER OF THE GARDEN FENCE AND
 DQ0699'1 FOOT NW OF A N GATEPOST, WHICH IS IN THE FENCE LINE FORMING
 DQ0699'THE W RIGHT-OF-WAY FENCE OF A GRADED ROAD.
 DQ0699'
 DQ0699'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND PROJECTS 2 INCHES,
 DQ0699'1 FOOT N OF THE GARDEN FENCE AND 88-1/2 FEET W OF THE NE
 DQ0699'CORNER OF THE GARDEN FENCE.
 DQ0699'
 DQ0699'AZIMUTH MARK IS ENE OF THE STATION AND PROJECTS 4 INCHES, 1
 DQ0699'FOOT N OF THE S RIGHT-OF-WAY FENCE OF A GRADED ROAD, 20 FEET
 DQ0699'S OF THE CENTER LINE OF THIS ROAD.
 DQ0699'
 DQ0699'THE STATION IS REACHED FROM THE MAIN CORNER AT THE FIRST NATIONAL
 DQ0699'BANK IN THE TOWN OF AMHERST.  DRIVE SOUTHWESTERLY ON THE MAIN
 DQ0699'STREET 0.1 MILE, THEN TURN LEFT AND GO SOUTHEASTERLY FOR 0.6
 DQ0699'MILE (ON GRADED ROAD), THEN TURN RIGHT AND DRIVE SOUTHERLY 1.0
 DQ0699'MILE, ACROSS THE RAILROAD, TURN LEFT AND DRIVE SOUTHEASTERLY
 DQ0699'ALONG THE SOUTHERLY SIDE OF THE RAILROAD FOR 0.7 MILE.  TURN
 DQ0699'RIGHT AND GO S ON A SECTION-LINE ROAD FOR 1.6 MILES TO GRADED
 DQ0699'CROSSROADS, CONTINUE S 0.5 MILE TO THE RANCH BUILDINGS
 DQ0699'OCCUPIED BY WALTER H. HILL, AND THE STATION.
 DQ0699'
 DQ0699'ALL OF THE OBJECTS, EXCEPT STATIONS BAILEY, FIELDTON, LOCKE
 DQ0699'AND SINGLEY ARE VISIBLE FROM THE GROUND.
 DQ0699'
 DQ0699'A 35-FOOT STAND WILL CLEAR ALL LINES.
 DQ0699
 DQ0699                          STATION RECOVERY (1938)
 DQ0699
 DQ0699'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0699'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DQ0699'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0699
 DQ0699                          STATION RECOVERY (1949)
 DQ0699
 DQ0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WB)
 DQ0699'LETTER FROM MR. WALTER BARTON, LITTLEFIELD, TEXAS, DATED 29
 DQ0699'DECEMBER 1949--
 DQ0699'
 DQ0699'THE AZIMUTH MARK HAS BEEN DESTROYED BY A CONSTRUCTION CREW.
 DQ0699'
 DQ0699'REFERENCE-MARK DISK STAMPED WALTER AZIMUTH 1935 RECEIVED AT
 DQ0699'THIS OFFICE 18 JANUARY 1950.
 DQ0699
 DQ0699                          STATION RECOVERY (1949)
 DQ0699
 DQ0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DQ0699'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 DQ0699'REFERENCE MARK 1 NOT RECOVERED.  AZIMUTH BLADED UP AND LYING
 DQ0699'IN DITCH.
 DQ0699'
 DQ0699'STATION IS ABOUT 4 MI. S-SE OF AMHERST, ON LAND FARMED BY
 DQ0699'EARL MC CAIN.  IT IS IN THE SW AREA OF TWO CROSSROADS, PAVED
 DQ0699'E-W ROAD AND GRADED N-S ROAD.  IT IS 226 FEET S AND 50 FT. E OF
 DQ0699'THE ROAD INTERSECTION.
 DQ0699'
 DQ0699'TO REACH FROM THE CENTER OF AMHERST, FOLLOW FM 37 TO U.S.
 DQ0699'HIGHWAY 84, GO SE ON U.S. HIGHWAY 84 FOR 1.9 MI. TO A ROAD TO
 DQ0699'THE RIGHT OR S.  GO S ON THE ROAD FOR 1.65 MI. TO A CROSSROAD
 DQ0699'AND STATION.
 DQ0699
 DQ0699                          STATION RECOVERY (1951)
 DQ0699
 DQ0699'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951 (WB)
 DQ0699'LETTER OF MR. WALKER BARTON, SURVEYOR, LITTLEFIELD, TEXAS,
 DQ0699'DATED APRIL 23, 1951--
 DQ0699'
 DQ0699'REFERENCE MARK 1 WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 DQ0699'
 DQ0699'REFERENCE-MARK DISK STAMPED WALTER NO 1 1935 RECEIVED AT THIS
 DQ0699'OFFICE MAY 9, 1951.
 DQ0699
 DQ0699                          STATION RECOVERY (1959)
 DQ0699
 DQ0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 DQ0699'STATION DESTROYED.  CONCRETE REMAINS.  REFERENCE MARK NO. 2
 DQ0699'RECOVERED IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING TO
 DQ0699'STATION SITE ARE CORRECT.
 DQ0699
 DQ0699                          STATION RECOVERY (1964)
 DQ0699
 DQ0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DQ0699'STATION FOUND IN GOOD CONDITION.  IT IS ABOUT 4 MILES SSE OF
 DQ0699'AMHERST, IN LABOR 25 OF LEAGUE 661, ON THE PROPERTY BELONGING TO
 DQ0699'MR. H.S. HILL AND OCCUPIED BY HIS SON, MR. WALTER H. HILL.
 DQ0699'IT IS 62 FEET W OF A N-S ROAD, AND 228 FEET S OF A E-W ROAD.
 DQ0699'THE MARK IS FLUSH WITH THE GROUND.
 DQ0699
 DQ0699                          STATION RECOVERY (1965)
 DQ0699
 DQ0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HR)
 DQ0699'STATION AND R.M. 2 ARE IN GOOD CONDITION.  R.M. 1 REPORTED
 DQ0699'DESTROYED BY LAND OWNER.  AZIMUTH MARK NOT SEARCHED FOR.
 DQ0699'
 DQ0699'STATION ACTUALLY LOCATED IN LABOR 25 LEAGUE 660 LAMB COUNTY
 DQ0699'INSTEAD OF LEAGUE 661 AS STATION IN DESCRIPTION.  IT IS ON
 DQ0699'PRPOERTY OF TROY ARMES.  IT IS 229 FEET S OF PAVED ROAD
 DQ0699'INSTEAD OF 0.5 MILE S OF GRADED ROAD AS STATED IN DESCRIPTION.
 DQ0699
 DQ0699                          STATION RECOVERY (1969)
 DQ0699
 DQ0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DQ0699'STATION SURFACE MARK, REFERENCE MARK NO. 2 WERE FOUND DESTROYED
 DQ0699'BY FARM OPERATIONS.  REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 DQ0699'NOT FOUND AND APPEARS TO BE DESTROYED BY GRADER OPERATIONS.
 DQ0699'STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.
 DQ0699'THE UNDERGROUND MARK WAS LOWERED ABOUT 2-1/2 FEET AND A NEW
 DQ0699'SUB-SURFACE STATION WAS SET.
 DQ0699'
 DQ0699'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 DQ0699'
 DQ0699'STATION IS LOCATED IN A CULTIVATED FIELD ABOUT 4 MILES
 DQ0699'SOUTH-SOUTHEAST OF AMHERST AND ABOUT 10 MILES NORTHEAST OF
 DQ0699'LITTLEFIELD, IN LABOR 25 LEAGUE 660 AND ON LAND OWNED BY
 DQ0699'MR. TROY ARMES.  STATION A STANDARD DISK SET IN THE TOP OF A
 DQ0699'ROUND CONCRETE POST AND STAMPED WALTER 1935 1969 IS 229 FEET
 DQ0699'SOUTH OF AN EAST-WEST ROAD, 179 FEET SOUTH-SOUTHWEST OF A
 DQ0699'POWERLINE POLE, 63 FEET NORTHWEST OF ANOTHER POWERLINE POLE AND
 DQ0699'51-1/2 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD.  THE
 DQ0699'MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF GROUND.
 DQ0699'
 DQ0699'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 82 AND FARM ROAD 37
 DQ0699'AT AMHERST, GO SOUTHWEST ON U.S. HIGHWAY 84 FOR 2.1 MILES TO A
 DQ0699'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 1.8 MILES TO
 DQ0699'CROSSROADS.  CONTINUE SOUTH 0.05 MILE TO STATION ON RIGHT AS
 DQ0699'DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO AZIMUTH MARK ON
 DQ0699'RIGHT (WEST) SIDE OF ROAD.
 DQ0699'
 DQ0699'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 DQ0699'ROUND CONCRETE POST AND STAMPED WALTER 1935 NO 3 1969 IS 42-1/2
 DQ0699'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD, 28 FEET WEST
 DQ0699'OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND 1-1/2 FEET SOUTHWEST
 DQ0699'OF A POWERLINE POLE.  THE MARK PROJECTS 3 INCHES.
 DQ0699'
 DQ0699'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A
 DQ0699'ROUND CONCRETE POST AND STAMPED WALTER 1935 NO 4 1969, IS
 DQ0699'27 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD, 2 FEET
 DQ0699'NORTH-NORTHEAST OF A POWERLINE POLE AND 1 FOOT EAST OF A METAL
 DQ0699'WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 DQ0699'
 DQ0699'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND
 DQ0699'CONCRETE POST AND STAMPED WALTER 1935 1969, IS 24-1/2 FEET
 DQ0699'WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 1.5 FEET NORTH OF
 DQ0699'A POWERLINE POLE AND 1 FOOT EAST OF A METAL WITNESS POST.
 DQ0699'THE MARK PROJECTS 3 INCHES.
 DQ0699'
 DQ0699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SSE
 DQ0699'OF AMHERST.
 DQ0699
 DQ0699                          STATION RECOVERY (1982)
 DQ0699
 DQ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DQ0699'THE STATION, REFERENCE MARKS NO 3, NO 4, AND THE AZIMUTH MARK WERE
 DQ0699'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0113 ***********************************************************************
 BY0113  DESIGNATION -  WALTER AZ MK
 BY0113  PID         -  BY0113
 BY0113  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0113  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0113
 BY0113                         *CURRENT SURVEY CONTROL
 BY0113  ___________________________________________________________________
 BY0113* NAD 83(1986)-  31 31 08.     (N)    094 13 26.     (W)     SCALED    
 BY0113* NAVD 88     -       114.88   (+/-2cm)     376.9    (feet)  VERTCON   
 BY0113  ___________________________________________________________________
 BY0113  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY0113
 BY0113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0113
 BY0113.The horizontal coordinates were scaled from a topographic map and have
 BY0113.an estimated accuracy of +/- 6 seconds.
 BY0113
 BY0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0113.The vertical order pertains to the NGVD 29 superseded value.
 BY0113
 BY0113.The geoid height was determined by GEOID03.
 BY0113
 BY0113;                    North         East    Units  Estimated Accuracy
 BY0113;SPC TX C     - 3,221,260.    1,279,960.      MT  (+/- 180 meters Scaled)
 BY0113
 BY0113                          SUPERSEDED SURVEY CONTROL
 BY0113
 BY0113  NGVD 29 (??/??/92)  114.914  (m)          377.01   (f) ADJ UNCH    2 0
 BY0113
 BY0113.Superseded values are not recommended for survey control.
 BY0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0113.See file dsdata.txt to determine how the superseded data were derived.
 BY0113
 BY0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ837877(NAD 83)
 BY0113_MARKER: DZ = AZIMUTH MARK DISK
 BY0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0113_STAMPING: WALTER 1949
 BY0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0113+STABILITY: SURFACE MOTION
 BY0113
 BY0113  HISTORY     - Date     Condition        Report By
 BY0113  HISTORY     - 1949     MONUMENTED       CGS
 BY0113  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0113
 BY0113                          STATION DESCRIPTION
 BY0113
 BY0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0113'1.15 MI E FROM DENNING.
 BY0113'1.15 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0113'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, 208.0 FEET NORTHWEST OF THE
 BY0113'NORTHWEST CORNER OF THE WAYNE SMITH FARM HOME, 50.3 FEET SOUTH OF THE
 BY0113'CENTER LINE OF THE HIGHWAY, 2.0 FEET EAST OF A REFERENCE POST, 1.0
 BY0113'FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0113'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0113
 BY0113                          STATION RECOVERY (1979)
 BY0113
 BY0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0115 ***********************************************************************
 BY0115  DESIGNATION -  WALTER RM 1
 BY0115  PID         -  BY0115
 BY0115  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0115  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0115
 BY0115                         *CURRENT SURVEY CONTROL
 BY0115  ___________________________________________________________________
 BY0115* NAD 83(1986)-  31 31 11.     (N)    094 13 14.     (W)     SCALED    
 BY0115* NAVD 88     -       127.68   (+/-2cm)     418.9    (feet)  VERTCON   
 BY0115  ___________________________________________________________________
 BY0115  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY0115
 BY0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0115
 BY0115.The horizontal coordinates were scaled from a topographic map and have
 BY0115.an estimated accuracy of +/- 6 seconds.
 BY0115
 BY0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0115.The vertical order pertains to the NGVD 29 superseded value.
 BY0115
 BY0115.The geoid height was determined by GEOID03.
 BY0115
 BY0115;                    North         East    Units  Estimated Accuracy
 BY0115;SPC TX C     - 3,221,370.    1,280,270.      MT  (+/- 180 meters Scaled)
 BY0115
 BY0115                          SUPERSEDED SURVEY CONTROL
 BY0115
 BY0115  NGVD 29 (??/??/92)  127.707  (m)          418.99   (f) ADJ UNCH    2 0
 BY0115
 BY0115.Superseded values are not recommended for survey control.
 BY0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0115.See file dsdata.txt to determine how the superseded data were derived.
 BY0115
 BY0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ841878(NAD 83)
 BY0115_MARKER: DR = REFERENCE MARK DISK
 BY0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0115_STAMPING: WALTER NO 1 1949
 BY0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0115+STABILITY: SURFACE MOTION
 BY0115
 BY0115  HISTORY     - Date     Condition        Report By
 BY0115  HISTORY     - 1949     MONUMENTED       CGS
 BY0115
 BY0115                          STATION DESCRIPTION
 BY0115
 BY0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0115'1.4 MI E FROM DENNING.
 BY0115'1.4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0115'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, AT THE WALTER SMITH FARM
 BY0115'HOME, 128.2 FEET EAST OF TRIANGULATION STATION WALTER 1949, 96.0 FEET
 BY0115'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 76.0 FEET NORTHEAST OF THE
 BY0115'NORTHEAST CORNER OF THE FARMHOUSE, 34.0 FEET SOUTH OF THE CENTER LINE
 BY0115'OF A PRIVATE DRIVE, 1.2 FEET WEST OF A GARDEN FENCE, AND SET IN THE
 BY0115'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0116 ***********************************************************************
 BY0116  DESIGNATION -  WALTER RM 2
 BY0116  PID         -  BY0116
 BY0116  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0116  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0116
 BY0116                         *CURRENT SURVEY CONTROL
 BY0116  ___________________________________________________________________
 BY0116* NAD 83(1986)-  31 31 11.     (N)    094 13 14.     (W)     SCALED    
 BY0116* NAVD 88     -       127.78   (+/-2cm)     419.2    (feet)  VERTCON   
 BY0116  ___________________________________________________________________
 BY0116  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY0116
 BY0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0116
 BY0116.The horizontal coordinates were scaled from a topographic map and have
 BY0116.an estimated accuracy of +/- 6 seconds.
 BY0116
 BY0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0116.The vertical order pertains to the NGVD 29 superseded value.
 BY0116
 BY0116.The geoid height was determined by GEOID03.
 BY0116
 BY0116;                    North         East    Units  Estimated Accuracy
 BY0116;SPC TX C     - 3,221,370.    1,280,270.      MT  (+/- 180 meters Scaled)
 BY0116
 BY0116                          SUPERSEDED SURVEY CONTROL
 BY0116
 BY0116  NGVD 29 (??/??/92)  127.812  (m)          419.33   (f) ADJ UNCH    2 0
 BY0116
 BY0116.Superseded values are not recommended for survey control.
 BY0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0116.See file dsdata.txt to determine how the superseded data were derived.
 BY0116
 BY0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ841878(NAD 83)
 BY0116_MARKER: DR = REFERENCE MARK DISK
 BY0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0116_STAMPING: WALTER NO 2 1949
 BY0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0116+STABILITY: SURFACE MOTION
 BY0116
 BY0116  HISTORY     - Date     Condition        Report By
 BY0116  HISTORY     - 1949     MONUMENTED       CGS
 BY0116
 BY0116                          STATION DESCRIPTION
 BY0116
 BY0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0116'1.4 MI E FROM DENNING.
 BY0116'1.4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0116'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, AT THE WALTER SMITH FARM
 BY0116'HOME, 77.7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE,
 BY0116'77.1 FEET SOUTHWEST OF TRIANGULATION STATION WALTER 1949, 49.0 FEET
 BY0116'SOUTHWEST OF A 20-INCH CEDAR TREE, 1.2 FEET EAST OF A FENCE, AND SET
 BY0116'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1859 ***********************************************************************
 AY1859  DESIGNATION -  WALTERS
 AY1859  PID         -  AY1859
 AY1859  STATE/COUNTY-  TX/BEXAR
 AY1859  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1859
 AY1859                         *CURRENT SURVEY CONTROL
 AY1859  ___________________________________________________________________
 AY1859* NAD 83(1993)-  29 24 09.61205(N)    098 27 07.99066(W)     ADJUSTED  
 AY1859* NAVD 88     -       222.5    (meters)     730.     (feet)  VERTCON   
 AY1859  ___________________________________________________________________
 AY1859  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AY1859  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AY1859
 AY1859  HORZ ORDER  -  FIRST
 AY1859
 AY1859.The horizontal coordinates were established by classical geodetic methods
 AY1859.and adjusted by the National Geodetic Survey in February 1996..
 AY1859
 AY1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1859
 AY1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1859
 AY1859.The geoid height was determined by GEOID03.
 AY1859
 AY1859;                    North         East     Units Scale Factor Converg.
 AY1859;SPC TXSC     - 4,174,048.433   653,159.514   MT  0.99986394   +0 16 06.1
 AY1859;SPC TXSC     -13,694,357.23  2,142,907.51   sFT  0.99986394   +0 16 06.1
 AY1859;UTM  14      - 3,252,724.072   553,146.097   MT  0.99963485   +0 16 08.2
 AY1859
 AY1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1859!SPC TXSC     -   0.99996906  x   0.99986394  =   0.99983301
 AY1859!UTM  14      -   0.99996906  x   0.99963485  =   0.99960392
 AY1859
 AY1859:                Primary Azimuth Mark                     Grid Az
 AY1859:SPC TXSC     -  SAN ANTONIO RAD KONO S MAST              037 26 25.0
 AY1859:UTM  14      -  SAN ANTONIO RAD KONO S MAST              037 26 22.9
 AY1859
 AY1859|---------------------------------------------------------------------|
 AY1859| PID    Reference Object                     Distance      Geod. Az  |
 AY1859|                                                           dddmmss.s |
 AY1859| AY1863 SAN ANTONIO RAD KONO S MAST         APPROX. 4.8 KM 0374231.1 |
 AY1859| AY1870 SAN ANTONIO SUBUR WTR CO SPIPE      APPROX. 6.5 KM 0435959.4 |
 AY1859| CV5742 WALTERS RM 2                         46.695 METERS 05556     |
 AY1859| CV5743 WALTERS RM 3                                       06123     |
 AY1859| AY1867 SAN ANTONIO HIGHLAND PARK TANK      APPROX. 1.4 KM 1770515.2 |
 AY1859| CV5741 WALTERS RM 1                         23.877 METERS 25855     |
 AY1859| AY1911 KELLY FIELD CONC WATER TANK         APPROX.11.9 KM 2650644.6 |
 AY1859| AY1897 WALTERS 1953 AZ MK                  432.527 METERS 2652858.3 |
 AY1859| AY1880 SAN ANTONIO L STAR BREWERY STK      APPROX. 3.7 KM 2682603.8 |
 AY1859| AY1871 SAN ANTONIO SWIFT COTTON CO TK      APPROX. 4.0 KM 2691458.5 |
 AY1859| CV5744 WALTERS RM 4                                       26939     |
 AY1859| AY1894 TRAV STA E 1978                     226.344 METERS 27119     |
 AY1859| AY1869 SAN ANTONIO TRANSIT TWR TV MST      APPROX. 4.4 KM 3003003.0 |
 AY1859| AY1878 SAN ANTONIO MEDICAL ARTS FLAG       APPROX. 4.2 KM 3085306.3 |
 AY1859| AY1860 SAN ANTONIO WOAI TV MAST            APPROX. 4.8 KM 3105123.2 |
 AY1859| AY1875 SAN ANTONIO DAK ST STANDPIPE        APPROX. 1.8 KM 3213309.3 |
 AY1859|---------------------------------------------------------------------|
 AY1859
 AY1859                          SUPERSEDED SURVEY CONTROL
 AY1859
 AY1859  NAD 83(1986)-  29 24 09.61694(N)    098 27 07.97275(W) AD(       ) 1
 AY1859  NAD 27      -  29 24 08.77500(N)    098 27 06.91400(W) AD(       ) 1
 AY1859  NGVD 29 (07/19/86)  222.4    (m)          730.     (f) VERT ANG       
 AY1859
 AY1859.Superseded values are not recommended for survey control.
 AY1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1859.See file dsdata.txt to determine how the superseded data were derived.
 AY1859
 AY1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5314652724(NAD 83)
 AY1859_MARKER: DS = TRIANGULATION STATION DISK
 AY1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1859
 AY1859  HISTORY     - Date     Condition        Report By
 AY1859  HISTORY     - 1953     MONUMENTED       CGS
 AY1859  HISTORY     - 1953     GOOD             AMS
 AY1859  HISTORY     - 1977     GOOD             NGS
 AY1859  HISTORY     - 19950331 GOOD             USPSQD
 AY1859
 AY1859                          STATION DESCRIPTION
 AY1859
 AY1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1859'THE STATION IS LOCATED ABOUT 2.75 MILES SOUTHEAST OF THE CENTER
 AY1859'OF SAN ANTONIO, IN THE SOUTHEAST CORNER OF THE S. WALTERS
 AY1859'STREET AND WESTFALL AVENUE INTERSECTION AND NORTH OF THE MKT
 AY1859'RAILROAD TRACKS.  IT IS ON PROPERTY OWNED BY THE CITY OF SAN
 AY1859'ANTONIO.
 AY1859'
 AY1859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 AY1859'AND LOOP 13 AT EAST EDGE OF SAN ANTONIO, GO WEST ON HIGHWAY
 AY1859'87 FOR 2.9 MILES TO S. WALTERS STREET, TURN RIGHT, GO NORTH
 AY1859'ON WALTERS STREET FOR 0.25 MILE TO WESTFALL AVENUE AND THE
 AY1859'STATION SITE ON THE RIGHT JUST AFTER CROSSING THE RAILROAD
 AY1859'OVERPASS.
 AY1859'
 AY1859'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1859'POST PROJECTING 4 INCHES.  IT IS 67 FEET SOUTHEAST OF THE
 AY1859'INTERSECTION OF S. WALTERS STREET AND WESTFALL AVENUE, 30
 AY1859'FEET NORTHEAST OF THE NORTHEAST ABUTMENT OF THE RAILROAD
 AY1859'OVERPASS, 6 FEET NORTH OF THE RIGHT OF WAY FENCE LINE AND
 AY1859'5 FEET NORTH OF A WITNESS POST.  IT IS STAMPED WALTERS 1953.
 AY1859'
 AY1859'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 AY1859'IN THE NORTHWEST ABUTMENT OF THE RAILROAD OVERPASS ON S. WALTERS
 AY1859'STREET.  IT IS 54 FEET SOUTHWEST OF THE INTERSECTION OF S.
 AY1859'WALTERS STREET AND WESTFALL AVENUE, 42 FEET NORTH OF THE CENTER
 AY1859'OF THE OVERPASS, 10 FEET SOUTH OF A CABLE POLE.  IT IS STAMPED
 AY1859'WALTERS NO. 1 1953.
 AY1859'
 AY1859'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1859'POST SET FLUSH WITH THE SURFACE.  IT IS 165 FEET NORTHEAST
 AY1859'OF THE INTERSECTION OF S. WALTERS STREET AND WESTFALL AVENUE,
 AY1859'45 FEET NORTH OF THE CENTER LINE OF WESTFALL AVENUE, 1.0 FOOT
 AY1859'WEST OF A POWER POLE AND 1.0 FOOT NORTH OF A FENCE LINE.
 AY1859'THE MARK IS DIRECTLY IN FRONT OF 1311 E. WESTFALL AVENUE.
 AY1859'IT IS STAMPED WALTERS NO. 2 1953.
 AY1859'
 AY1859'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 AY1859'THE SOUTHEAST ABUTMENT OF A RAILROAD OVERPASS ON S. GEVERS
 AY1859'STREET.  IT IS 50 FEET SOUTH OF THE CENTER OF THE OVERPASS,
 AY1859'25 FEET EAST OF THE CENTER LINE OF S. GEVERS STREET, 4 FEET
 AY1859'NORTH OF A WITNESS POST AND IS STAMPED WALTERS 1953.
 AY1859'
 AY1859'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON WESTFALL
 AY1859'AVENUE FOR 0.2 MILE TO S. GEVERS STREET, TURN LEFT, GO SOUTH
 AY1859'ON GEVERS STREET 0.05 MILE TO SOUTH END OF RAILROAD OVERPASS AND
 AY1859'THE MARK ON THE LEFT.
 AY1859'
 AY1859'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AY1859
 AY1859                          STATION RECOVERY (1953)
 AY1859
 AY1859'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1859'STATION WAS RECOVERED IN GOOD CONDITION AND IS 78 FT. NE OF THE
 AY1859'NORTH END OF THE WEST BANISTER OF VIADUCT OVER RAILROAD.
 AY1859'IT IS 50 FT. EAST OF THE CENTERLINE OF N-S RD., 66 FT. SOUTHEAST
 AY1859'OF THE INTERSECTING CENTERLINES OF N-S ROAD AND E-W ROAD,
 AY1859'AND IT IS 38 FEET SOUTH OF THE CENTERLINE OF E-W ROAD.
 AY1859
 AY1859                          STATION RECOVERY (1977)
 AY1859
 AY1859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AY1859'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 AY1859'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.1 WAS
 AY1859'FOUND TO HAVE BEEN DESTROYED.  THE LINE OF SIGHT FROM THE STATION
 AY1859'MARK TO REFERENCE MARK NO. 2 IS NOW BLOCKED BY A LARGE METAL
 AY1859'HIGH-LINE TOWER ON LINE.
 AY1859'
 AY1859'REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS TIME.
 AY1859'
 AY1859'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AY1859'
 AY1859'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF SAN ANTONIO, AT
 AY1859'THE INTERSECTION OF S. WALTER STREET AND WESTFALL AVE.
 AY1859'
 AY1859'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND
 AY1859'LOOP 13, GO WEST ON U.S. HWY. 87 FOR 2.9 MILES TO THE INTERSECTION
 AY1859'OF S. WALTERS STREET.  TURN RIGHT AND GO NORTH ON S. WALTERS STREET
 AY1859'FOR 0.25 MILE TO THE INTERSECTION OF WESTFALL AVE., AND STATION ON
 AY1859'THE RIGHT.
 AY1859'
 AY1859'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 AY1859'THAT IS FLUSH WITH THE GROUND AND IS STAMPED WALTERS 1953.  IT IS 52
 AY1859'FEET EAST OF THE CENTER LINE OF S. WALTERS STREET, 47 FEET SOUTH OF
 AY1859'THE CENTER LINE OF WESTFALL AVE., 21.8 FEET NORTHEAST OF A BURIED
 AY1859'PIPE LINE OUTLET AIR VENT, 24.8 FEET NORTHEAST OF THE NORTHEAST
 AY1859'CORNER OF THE EAST ABUTMENT OF RAILROAD OVERPASS, 30 FEET EAST
 AY1859'OF THE EAST CURB OF S. WALTERS STREET, 22 FEET SOUTH OF THE
 AY1859'SOUTH CURB OF WESTFALL AVE., AND 2 FEET NORTH OF A METAL WITNESS
 AY1859'POST.
 AY1859'
 AY1859'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE, OF THE
 AY1859'CONCRETE BASE OF A LARGE METAL HIGH LINE TOWER AND IS STAMPED
 AY1859'WALTERS 1953 NO 3 1978.  IT IS 34 FEET SOUTH OF THE CENTER LINE OF
 AY1859'WESTFALL AVE. AND 11 FEET SOUTH OF THE SOUTH CURB OF WESTFALL AVE.
 AY1859'
 AY1859'REFERENCE MARK NO.4 IS A STANDARD DISK, SET IN A DRILL HOLE OF
 AY1859'SIDEWALK AND IS STAMPED WALTERS 1953 NO 4 1978.  IT IS 26 FEET EAST
 AY1859'OF THE CENTER LINE OF S. WALTERS STREET, AND 6 FEET NORTH OF THE
 AY1859'NORTHEAST END OF THE EAST ABUTMENT OF RAILROAD OVERPASS.
 AY1859'
 AY1859'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE, AT THE
 AY1859'SOUTHEAST END OF THE EAST ABUTMENT OF RAILROAD OVER PASS ON S.
 AY1859'GEVERS STREET AND IS STAMPED WALTERS 1953.
 AY1859'
 AY1859'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON WESTFALL
 AY1859'AVE., FOR 0.2 MILE TO THE INTERSECTION OF S.GEVERS STREET.  TURN
 AY1859'LEFT AND GO SOUTH ON S. GEVERS STREET FOR ABOUT 300 YARDS TO MARK
 AY1859'ON THE LEFT.
 AY1859'
 AY1859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST SECTION
 AY1859'OF SAN ANTONIO.
 AY1859
 AY1859                          STATION RECOVERY (1995)
 AY1859
 AY1859'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1897 ***********************************************************************
 AY1897  DESIGNATION -  WALTERS 1953 AZ MK
 AY1897  PID         -  AY1897
 AY1897  STATE/COUNTY-  TX/BEXAR
 AY1897  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1897
 AY1897                         *CURRENT SURVEY CONTROL
 AY1897  ___________________________________________________________________
 AY1897* NAD 83(1993)-  29 24 08.50541(N)    098 27 23.98360(W)     ADJUSTED  
 AY1897* NAVD 88     -       220.5    (meters)     723.     (feet)  VERTCON   
 AY1897  ___________________________________________________________________
 AY1897  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 AY1897  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY1897
 AY1897  HORZ ORDER  -  THIRD
 AY1897
 AY1897.The horizontal coordinates were established by classical geodetic methods
 AY1897.and adjusted by the National Geodetic Survey in February 1996..
 AY1897.No horizontal observational check was made to the station.
 AY1897
 AY1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1897
 AY1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1897
 AY1897.The geoid height was determined by GEOID03.
 AY1897
 AY1897;                    North         East     Units Scale Factor Converg.
 AY1897;SPC TXSC     - 4,174,012.354   652,728.553   MT  0.99986393   +0 15 58.3
 AY1897;SPC TXSC     -13,694,238.86  2,141,493.59   sFT  0.99986393   +0 15 58.3
 AY1897;UTM  14      - 3,252,687.997   552,715.236   MT  0.99963429   +0 16 00.3
 AY1897
 AY1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1897!SPC TXSC     -   0.99996937  x   0.99986393  =   0.99983331
 AY1897!UTM  14      -   0.99996937  x   0.99963429  =   0.99960368
 AY1897
 AY1897                          SUPERSEDED SURVEY CONTROL
 AY1897
 AY1897  NAD 83(1986)-  29 24 08.51030(N)    098 27 23.96573(W) AD(       ) 3
 AY1897  NAD 27      -  29 24 07.66795(N)    098 27 22.90651(W) AD(       ) 3
 AY1897  NGVD 29 (07/19/86)  220.4    (m)          723.     (f) VERT ANG       
 AY1897
 AY1897.Superseded values are not recommended for survey control.
 AY1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1897.See file dsdata.txt to determine how the superseded data were derived.
 AY1897
 AY1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5271552688(NAD 83)
 AY1897_MARKER: DZ = AZIMUTH MARK DISK
 AY1897_SETTING: 0 = UNSPECIFIED SETTING
 AY1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1897
 AY1897  HISTORY     - Date     Condition        Report By
 AY1897  HISTORY     - 1977     MONUMENTED       NGS
 AY1897  HISTORY     - 19950331 GOOD             USPSQD
 AY1897
 AY1897                          STATION DESCRIPTION
 AY1897
 AY1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AY1897'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF SAN ANTONIO.
 AY1897'
 AY1897'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND
 AY1897'LOOP 13, GO WEST ON U.S. HWY. 87 FOR 2.9 MILES TO THE INTERSECTION
 AY1897'OF S. WALTERS STREET.  TURN RIGHT AND GO NORTH ON S. WALTERS STREET
 AY1897'FOR 0.25 MILE TO THE INTERSECTION OF WESTFALL AVE.
 AY1897'CONTINUE WEST ON WESTFALL
 AY1897'AVE., FOR 0.2 MILE TO THE INTERSECTION OF S. GEVERS STREET.  TURN
 AY1897'LEFT AND GO SOUTH ON S. GEVERS STREET FOR ABOUT 300 YARDS TO MARK
 AY1897'ON THE LEFT.
 AY1897'
 AY1897'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE, AT THE
 AY1897'SOUTHEAST END OF THE EAST ABUTMENT OF RAILROAD OVER PASS ON S.
 AY1897'GEVERS STREET AND IS STAMPED WALTERS 1953.
 AY1897'
 AY1897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST SECTION
 AY1897'OF SAN ANTONIO.
 AY1897
 AY1897                          STATION RECOVERY (1995)
 AY1897
 AY1897'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0974 ***********************************************************************
 CD0974  DESIGNATION -  WANDER
 CD0974  PID         -  CD0974
 CD0974  STATE/COUNTY-  TX/CULBERSON
 CD0974  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0974
 CD0974                         *CURRENT SURVEY CONTROL
 CD0974  ___________________________________________________________________
 CD0974* NAD 83(1993)-  31 39 03.05105(N)    104 36 42.16565(W)     ADJUSTED  
 CD0974* NAVD 88     -      1486.46   (+/-2cm)    4876.8    (feet)  VERTCON   
 CD0974  ___________________________________________________________________
 CD0974  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 CD0974  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CD0974
 CD0974  HORZ ORDER  -  FIRST
 CD0974  VERT ORDER  -  THIRD ? (See Below)
 CD0974
 CD0974.The horizontal coordinates were established by classical geodetic methods
 CD0974.and adjusted by the National Geodetic Survey in February 1996..
 CD0974
 CD0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0974.The vertical order pertains to the NGVD 29 superseded value.
 CD0974
 CD0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0974
 CD0974.The geoid height was determined by GEOID03.
 CD0974
 CD0974;                    North         East     Units Scale Factor Converg.
 CD0974;SPC TX C     - 3,227,764.633   294,320.025   MT  0.99994581   -2 12 13.0
 CD0974;SPC TX C     -10,589,757.80    965,614.95   sFT  0.99994581   -2 12 13.0
 CD0974;UTM  13      - 3,501,801.297   536,814.241   MT  0.99961671   +0 12 13.5
 CD0974
 CD0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0974!SPC TX C     -   0.99977032  x   0.99994581  =   0.99971614
 CD0974!UTM  13      -   0.99977032  x   0.99961671  =   0.99938712
 CD0974
 CD0974|---------------------------------------------------------------------|
 CD0974| PID    Reference Object                     Distance      Geod. Az  |
 CD0974|                                                           dddmmss.s |
 CD0974| CH9866 WANDER RM 1                          10.163 METERS 02657     |
 CD0974| CD0376 E 717                                              0503733.6 |
 CD0974| CH9867 WANDER RM 2                          14.353 METERS 13927     |
 CD0974|---------------------------------------------------------------------|
 CD0974
 CD0974                          SUPERSEDED SURVEY CONTROL
 CD0974
 CD0974  NAD 83(1986)-  31 39 03.05181(N)    104 36 42.16381(W) AD(       ) 1
 CD0974  NAD 27      -  31 39 02.60900(N)    104 36 40.38500(W) AD(       ) 1
 CD0974  NGVD 29 (07/19/86) 1485.87   (m)         4874.9    (f) LEVELING    3  
 CD0974
 CD0974.Superseded values are not recommended for survey control.
 CD0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0974.See file dsdata.txt to determine how the superseded data were derived.
 CD0974
 CD0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER3681401801(NAD 83)
 CD0974_MARKER: DS = TRIANGULATION STATION DISK
 CD0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CD0974
 CD0974  HISTORY     - Date     Condition        Report By
 CD0974  HISTORY     - 1943     MONUMENTED       CGS
 CD0974  HISTORY     - 1946     GOOD             USGS
 CD0974
 CD0974                          STATION DESCRIPTION
 CD0974
 CD0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0974'STATION IS ABOUT 47.0 MILES (AIRLINE) NE OF VAN HORN.  ABOUT
 CD0974'15.0 MILES (AIRLINE) NW OF WALKER WELLS.  AND ABOUT 20.0
 CD0974'MILES (AIRLINE) S OF THE STATE LINE BAR.  IT IS ON A LOW HILL
 CD0974'ABOUT 300 YARDS NE OF THE JUNCTION OF THE MADERA ROAD TO THE N
 CD0974'AND NW AND THE BLADED ROAD LEADING N TO THE KNOX-BREWER RANCH
 CD0974'AND E TOWARD THE STATE LINE BAR.
 CD0974'
 CD0974'STATION IS AT TOP OF THE N END OF A LOW RIDGE ABOUT 0.1 MILE
 CD0974'NE OF THE JUNCTION OF ROAD LEADING TO MADERA RANCH, 100 YARDS
 CD0974'OF THE ROAD AT A POINT WHERE ROAD CURVES THROUGH A LOW
 CD0974'SADDLE IN RIDGE.  A BRONZE STATION DISK SET IN A ROUND
 CD0974'CONCRETE POST FLUSH WITH THE GROUND.  STAMPED WANDER 1943.  TO
 CD0974'REACH, SEE DESCRIPTION OF ANTELOPE, P.S. SURFACE, UNDERGROUND,
 CD0974'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE.
 CD0974'
 CD0974'REFERENCE MARK 1 IS NNE OF THE STATION.  A BRONZE REFERENCE
 CD0974'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CD0974'STAMPED WANDER NO 1 1943.
 CD0974'
 CD0974'REFERENCE MARK 2 IS SE OF THE STATION.  A BRONZE REFERENCE
 CD0974'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CD0974'STAMPED WANDER NO 2 1943.
 CD0974'
 CD0974'AZIMUTH MARK IS 0.9 MILE NE OF THE STATION, 15 FEET S OF A
 CD0974'BLADED ROAD AND 3.0 FEET N OF A 4- BY 4-INCH WOODEN MARKER POST.
 CD0974'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY BENCH MARK
 CD0974'SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 CD0974'GROUND.  STAMPED E 717 1942.
 CD0974'
 CD0974'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CD0974
 CD0974                          STATION RECOVERY (1946)
 CD0974
 CD0974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946 (WFC)
 CD0974'STATION MARK--BRONZE USC-GS DISK, STAMPED ---WANDER 1943---, SET IN
 CD0974'ROUND CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1249 ***********************************************************************
 DM1249  DESIGNATION -  WARD
 DM1249  PID         -  DM1249
 DM1249  STATE/COUNTY-  TX/BOWIE
 DM1249  USGS QUAD   -  MALTA (1975)
 DM1249
 DM1249                         *CURRENT SURVEY CONTROL
 DM1249  ___________________________________________________________________
 DM1249* NAD 83(1993)-  33 25 13.44730(N)    094 36 55.70591(W)     ADJUSTED  
 DM1249* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 DM1249  ___________________________________________________________________
 DM1249  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DM1249  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1249
 DM1249  HORZ ORDER  -  THIRD
 DM1249
 DM1249.The horizontal coordinates were established by classical geodetic methods
 DM1249.and adjusted by the National Geodetic Survey in February 1996..
 DM1249
 DM1249.The orthometric height was scaled from a topographic map.
 DM1249
 DM1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1249
 DM1249.The geoid height was determined by GEOID03.
 DM1249
 DM1249;                    North         East     Units Scale Factor Converg.
 DM1249;SPC TXNC     - 2,201,151.429   961,169.186   MT  0.99989327   +2 07 07.0
 DM1249;SPC TXNC     - 7,221,610.98  3,153,435.90   sFT  0.99989327   +2 07 07.0
 DM1249;UTM  15      - 3,699,060.762   349,801.025   MT  0.99987814   -0 53 23.8
 DM1249
 DM1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1249!SPC TXNC     -   0.99998570  x   0.99989327  =   0.99987897
 DM1249!UTM  15      -   0.99998570  x   0.99987814  =   0.99986384
 DM1249
 DM1249|---------------------------------------------------------------------|
 DM1249| PID    Reference Object                     Distance      Geod. Az  |
 DM1249|                                                           dddmmss.s |
 DM1249| CX7350 WARD RM 1                            27.676 METERS 15543     |
 DM1249| CX7349 WARD AZ MK                                         1832826.3 |
 DM1249| CX7351 WARD RM 2                            42.075 METERS 26728     |
 DM1249|---------------------------------------------------------------------|
 DM1249
 DM1249                          SUPERSEDED SURVEY CONTROL
 DM1249
 DM1249  NAD 83(1993)-  33 25 13.44934(N)    094 36 55.70414(W) AD(       ) 3
 DM1249  NAD 83(1986)-  33 25 13.45157(N)    094 36 55.69605(W) AD(       ) 3
 DM1249  NAD 27      -  33 25 13.02800(N)    094 36 54.95200(W) AD(       ) 3
 DM1249
 DM1249.Superseded values are not recommended for survey control.
 DM1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1249.See file dsdata.txt to determine how the superseded data were derived.
 DM1249
 DM1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS4980199061(NAD 83)
 DM1249_MARKER: DS = TRIANGULATION STATION DISK
 DM1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1249
 DM1249  HISTORY     - Date     Condition        Report By
 DM1249  HISTORY     - 1952     MONUMENTED       CGS
 DM1249  HISTORY     - 1956     GOOD             CGS
 DM1249  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1249
 DM1249                          STATION DESCRIPTION
 DM1249
 DM1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1249'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF THE SMALL
 DM1249'CITY OF DEKALB, ON LAND OWNED AND OCCUPIED BY L.A. MAY.  IT
 DM1249'IS 91 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DM1249'HOUSE, 73 FEET SOUTH OF A WELL CURB, 45 FEET NORTHWEST OF
 DM1249'A T-FENCE CORNER AND 67 FEET WEST OF THE CENTERLINE OF A
 DM1249'ROAD.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 DM1249'IS STAMPED WARD 1952.
 DM1249'
 DM1249'REFERENCE MARK NO. 1 IS 48 FEET SOUTH OF A T-FENCE CORNER
 DM1249'AND 41 FEET WEST OF THE CENTERLINE OF A ROAD.  THE MARK
 DM1249'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED WARD NO 1
 DM1249'1952.
 DM1249'
 DM1249'REFERENCE MARK NO. 2 IS 21 FEET SOUTHEAST OF THE SOUTHEAST
 DM1249'CORNER OF A COW SHED, 11 FEET NORTH OF A T-FENCE CORNER
 DM1249'AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT
 DM1249'2 INCHES AND THE DISK IS STAMPED WARD NO 2 1952.
 DM1249'
 DM1249'AZIMUTH MARK IS 52 FEET WEST OF THE NORTHWEST CORNER OF A
 DM1249'BUILDING, 19 FEET SOUTH OF THE CENTERLINE OF A ROAD AND
 DM1249'3.4 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 DM1249'ABOUT 2 INCHES AND THE DISK IS STAMPED WARD 1952.
 DM1249'
 DM1249'TO REACH THE STATION FROM THE U.S. HIGHWAY 82 AND STATE
 DM1249'ROUTE 26 IN THE SMALL CITY OF DEKALB, GO SOUTH ON STATE
 DM1249'HIGHWAY 26 FOR 2.35 MILES TO THE JUNCTION OF FARM ROAD 561.
 DM1249'TURN LEFT AND FOLLOW FARM ROAD 561 FOR 4.25 MILE TO STATION
 DM1249'ON RIGHT AS DESCRIBED.
 DM1249'
 DM1249'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 DM1249'FARM ROAD 561 FOR 0.2 MILE TO A FORKS.  TAKE RIGHT FORK
 DM1249'AND GO 0.1 MILE TO HALLS GROCERY.  TURN RIGHT AND GO ABOUT
 DM1249'0.05 MILE TO MARK ON LEFT AS DESCRIBED.
 DM1249'
 DM1249'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DM1249
 DM1249                          STATION RECOVERY (1956)
 DM1249
 DM1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1249'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1249'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1249'FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1249
 DM1249                          STATION RECOVERY (1997)
 DM1249
 DM1249'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0704 ***********************************************************************
 EN0704  DESIGNATION -  WARD
 EN0704  PID         -  EN0704
 EN0704  STATE/COUNTY-  TX/COTTLE
 EN0704  USGS QUAD   -  PADUCAH (1981)
 EN0704
 EN0704                         *CURRENT SURVEY CONTROL
 EN0704  ___________________________________________________________________
 EN0704* NAD 83(1993)-  34 04 26.24044(N)    100 17 57.57804(W)     ADJUSTED  
 EN0704* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 EN0704  ___________________________________________________________________
 EN0704  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 EN0704  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EN0704
 EN0704  HORZ ORDER  -  SECOND
 EN0704
 EN0704.The horizontal coordinates were established by classical geodetic methods
 EN0704.and adjusted by the National Geodetic Survey in February 1996..
 EN0704
 EN0704.The orthometric height was scaled from a topographic map.
 EN0704
 EN0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0704
 EN0704.The geoid height was determined by GEOID03.
 EN0704
 EN0704;                    North         East     Units Scale Factor Converg.
 EN0704;SPC TXNC     - 2,268,382.868   433,916.593   MT  1.00003169   -0 58 52.8
 EN0704;SPC TXNC     - 7,442,186.13  1,423,608.02   sFT  1.00003169   -0 58 52.8
 EN0704;UTM  14      - 3,771,117.787   380,110.176   MT  0.99977718   -0 43 41.0
 EN0704
 EN0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0704!SPC TXNC     -   0.99990813  x   1.00003169  =   0.99993981
 EN0704!UTM  14      -   0.99990813  x   0.99977718  =   0.99968533
 EN0704
 EN0704|---------------------------------------------------------------------|
 EN0704| PID    Reference Object                     Distance      Geod. Az  |
 EN0704|                                                           dddmmss.s |
 EN0704| CX8938 WARD RM 1                            31.522 METERS 15740     |
 EN0704| CX8937 WARD AZ MK                                         1840043.9 |
 EN0704| EN0705 PADUCAH MUNICIPAL TANK              APPROX. 6.7 KM 1895658.0 |
 EN0704| CX8939 WARD RM 2                            37.594 METERS 24336     |
 EN0704|---------------------------------------------------------------------|
 EN0704
 EN0704                          SUPERSEDED SURVEY CONTROL
 EN0704
 EN0704  NAD 83(1993)-  34 04 26.24185(N)    100 17 57.57792(W) AD(       ) 2
 EN0704  NAD 83(1986)-  34 04 26.24610(N)    100 17 57.57078(W) AD(       ) 2
 EN0704  NAD 27      -  34 04 25.96900(N)    100 17 56.15400(W) AD(       ) 2
 EN0704
 EN0704.Superseded values are not recommended for survey control.
 EN0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0704.See file dsdata.txt to determine how the superseded data were derived.
 EN0704
 EN0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8011071118(NAD 83)
 EN0704_MARKER: DS = TRIANGULATION STATION DISK
 EN0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0704
 EN0704  HISTORY     - Date     Condition        Report By
 EN0704  HISTORY     - 1935     MONUMENTED       CGS
 EN0704  HISTORY     - 1956     MARK NOT FOUND   CGS
 EN0704  HISTORY     - 1956     MARK NOT FOUND   CGS
 EN0704  HISTORY     - 1966     MARK NOT FOUND   CGS
 EN0704
 EN0704                          STATION DESCRIPTION
 EN0704
 EN0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0704'STATION IS IN THE NW CORNER OF SECTION 12, MATADOR CATTLE
 EN0704'COMPANY, BLOCK E, 4 MILES N OF PADUCAH.
 EN0704'
 EN0704'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0704'BRONZE DISKS SET IN CONCRETE.
 EN0704'
 EN0704'REFERENCE MARK NO. 1 IS AT NW CORNER OF SCHOOLHOUSE, ON W SIDE
 EN0704'AND 1 FOOT S OF CORNER.
 EN0704'
 EN0704'REFERENCE MARK NO. 2 IS 40 FEET E OF CENTER LINE OF U.S. HIGHWAY
 EN0704'83, 35 FEET S OF CENTER LINE OF E-W DIRT ROAD.
 EN0704'
 EN0704'AZIMUTH MARK IS REACHED BY GOING S ON U.S. HIGHWAY 83 FOR
 EN0704'0.8 MILE TO ONE-STORY WHITE HOUSE ON RIGHT.  MARK IS ON RIGHT
 EN0704'(W) IN N-S FENCE LINE, 50 FEET W OF CENTER LINE OF U.S. HIGHWAY
 EN0704'83, AND 10 FEET N OF FENCE CORNER.
 EN0704'
 EN0704'TO REACH THE STATION FROM COURTHOUSE IN PADUCAH, GO 4.0 MILES
 EN0704'N ON U.S. HIGHWAY 83 TO PADUCAH NORTH WARD SCHOOLHOUSE ON
 EN0704'RIGHT (E).  STATION IS 165 FEET E OF CENTER LINE OF U.S.
 EN0704'HIGHWAY 83, 35 FEET S OF CENTER LINE OF E-W DIRT ROAD, AND
 EN0704'100 FEET N OF NW CORNER OF SAID SCHOOLHOUSE.
 EN0704'
 EN0704'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 EN0704
 EN0704                          STATION RECOVERY (1956)
 EN0704
 EN0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 EN0704'THE STATION WAS ORIGINALLY SET IN A SCHOOLYARD.  THE SCHOOLHOUSE
 EN0704'HAS BEEN REMOVED, AND THE AREA IS NOW UNDER CULTIVATION.
 EN0704'THE MONUMENTS FOR THE AZIMUTH MARK AND REFERENCE MARK 2 WERE
 EN0704'FOUND OUT OF THE GROUND, AND THE DISKS WERE SALVAGED.  THE
 EN0704'SITE OF THE STATION WAS FOUND BY MEASURMENTS FROM THE ROAD
 EN0704'CENTERS, AND THE STATION-MARK HOLE WAS FOUND.  BOTH THE
 EN0704'SURFACE AND SUBSURFACE MARKS HAD BEEN REMOVED.  THE STATION
 EN0704'IS LOST.
 EN0704
 EN0704                          STATION RECOVERY (1956)
 EN0704
 EN0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CHB)
 EN0704'DID NOT RECOVER THE STATION, REFERENCE, OR AZIMUTH MARKS.
 EN0704'SCHOOLHOUSE HAS BEEN MOVED.  THE STATION AND REFERENCE MARKS
 EN0704'HAVE BEEN PLOWED UP.  PIECES OF CONCRETE WERE FOUND BUT
 EN0704'NO DISK.
 EN0704
 EN0704                          STATION RECOVERY (1966)
 EN0704
 EN0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 EN0704'THE STATION IS LOST.  THE AREA AT THE STATION SITE WHICH WAS
 EN0704'DESCRIBED AS A SCHOOL YARD IS NOW A CULTIVATED FIELD.  ALL
 EN0704'MARKS HAVE BEEN DESTROYED.  A SELECTION FOR STATION WARD
 EN0704'2 WAS CHOSEN ACROSS THE HIGHWAY TO WEST OF THE ORIGINAL
 EN0704'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0708 ***********************************************************************
 EN0708  DESIGNATION -  WARD 2
 EN0708  PID         -  EN0708
 EN0708  STATE/COUNTY-  TX/COTTLE
 EN0708  USGS QUAD   -  PADUCAH (1981)
 EN0708
 EN0708                         *CURRENT SURVEY CONTROL
 EN0708  ___________________________________________________________________
 EN0708* NAD 83(1993)-  34 04 27.08415(N)    100 18 02.03967(W)     ADJUSTED  
 EN0708* NAVD 88     -       616.57   (+/-2cm)    2022.9    (feet)  VERTCON   
 EN0708  ___________________________________________________________________
 EN0708  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 EN0708  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0708
 EN0708  HORZ ORDER  -  FIRST
 EN0708  VERT ORDER  -  THIRD ? (See Below)
 EN0708
 EN0708.The horizontal coordinates were established by classical geodetic methods
 EN0708.and adjusted by the National Geodetic Survey in February 1996..
 EN0708
 EN0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0708.The vertical order pertains to the NGVD 29 superseded value.
 EN0708
 EN0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0708
 EN0708.The geoid height was determined by GEOID03.
 EN0708
 EN0708;                    North         East     Units Scale Factor Converg.
 EN0708;SPC TXNC     - 2,268,410.822   433,802.655   MT  1.00003177   -0 58 55.3
 EN0708;SPC TXNC     - 7,442,277.84  1,423,234.21   sFT  1.00003177   -0 58 55.3
 EN0708;UTM  14      - 3,771,145.229   379,996.144   MT  0.99977752   -0 43 43.5
 EN0708
 EN0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0708!SPC TXNC     -   0.99990760  x   1.00003177  =   0.99993937
 EN0708!UTM  14      -   0.99990760  x   0.99977752  =   0.99968514
 EN0708
 EN0708:                Primary Azimuth Mark                     Grid Az
 EN0708:SPC TXNC     -  WARD 2 AZ MK                             008 50 04.0
 EN0708:UTM  14      -  WARD 2 AZ MK                             008 34 52.2
 EN0708
 EN0708|---------------------------------------------------------------------|
 EN0708| PID    Reference Object                     Distance      Geod. Az  |
 EN0708|                                                           dddmmss.s |
 EN0708| CX8940 WARD 2 AZ MK                                       0075108.7 |
 EN0708| CX8941 WARD 2 RM 3                          50.087 METERS 10010     |
 EN0708| EN0709 PADUCAH PANHANDLE CO TANK           APPROX. 5.7 KM 1805503.8 |
 EN0708| CX8942 WARD 2 RM 4                          69.097 METERS 18438     |
 EN0708| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX. 7.5 KM 1881209.2 |
 EN0708| EN0705 PADUCAH MUNICIPAL TANK              APPROX. 6.7 KM 1885625.1 |
 EN0708|---------------------------------------------------------------------|
 EN0708
 EN0708                          SUPERSEDED SURVEY CONTROL
 EN0708
 EN0708  NAD 83(1993)-  34 04 27.08542(N)    100 18 02.03949(W) AD(       ) 1
 EN0708  NAD 83(1986)-  34 04 27.08990(N)    100 18 02.03242(W) AD(       ) 1
 EN0708  NAD 27      -  34 04 26.81554(N)    100 18 00.61781(W) AD(       ) 1
 EN0708  NGVD 29 (07/19/86)  616.36   (m)         2022.2    (f) LEVELING    3  
 EN0708
 EN0708.Superseded values are not recommended for survey control.
 EN0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0708.See file dsdata.txt to determine how the superseded data were derived.
 EN0708
 EN0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7999671145(NAD 83)
 EN0708_MARKER: DS = TRIANGULATION STATION DISK
 EN0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0708+SATELLITE: SATELLITE OBSERVATIONS - 1986
 EN0708
 EN0708  HISTORY     - Date     Condition        Report By
 EN0708  HISTORY     - 1967     MONUMENTED       CGS
 EN0708  HISTORY     - 1975     GOOD             NGS
 EN0708  HISTORY     - 1986     GOOD
 EN0708
 EN0708                          STATION DESCRIPTION
 EN0708
 EN0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0708'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF THE COMMUNITY OF DUNLAP,
 EN0708'4 MILES NORTH OF PEDUCAH AND 0.1 MILE WEST OF COMBINED U.S. HIGHWAYS
 EN0708'83 AND 62, ON A SMALL RISE IN A SANDY FIELD.
 EN0708'
 EN0708'TO REACH THE STATION FROM THE COURTHOUSE IN PADUCAH, GO NORTH ON
 EN0708'COMBINED U.S. HIGHWAY 83 AND 62 FOR 4.0 MILES TO A PAVED DRIVEWAY ON
 EN0708'THE LEFT.  TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 EN0708'NORTH ON HIGHWAY FOR 0.4 MILE TO THE MARK ON THE RIGHT.  BEAR LEFT
 EN0708'AND CONTINUE NORTH ON PAVED DRIVEWAY FOR 0.1 MILE TO A FARM
 EN0708'HOUSE ON THE LEFT.  CONTINUE NORTH FOR 0.05 MILE TO A FENCE LINE.
 EN0708'TURN LEFT AND GO WESTERLY, ACROSS SANDY FIELD FOR 0.05 MILE TO THE
 EN0708'TOP OF RISE AND STATION.
 EN0708'
 EN0708'STATION MARK IS A STANDARD DISK, STAMPED WARD 2 1967, SET IN THE
 EN0708'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0708'4 INCHES ABOVE THE GROUND.  IT IS 207.0 FEET WEST OF THE CENTERLINE
 EN0708'OF COMBINED U.S. HIGHWAY 83 AND 62, 187.5 FEET NORTHWEST OF THE
 EN0708'NORTHWEST CORNER OF THE FARM HOUSE, 106.0 FEET EAST OF A
 EN0708'T-INTERSECTION OF FENCE LINES, 3.0 FEET WEST OF A WITNESS POST
 EN0708'AND 6 INCHES NORTH OF A FENCE.  THE UNDERGROUND MARK IS 42 INCHES
 EN0708'BELOW THE GROUND SURFACE.
 EN0708'
 EN0708'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED WARD 2 NO 3 1967, SET
 EN0708'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0708'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 45.3 FEET WEST OF THE
 EN0708'CENTERLINE OF U.S. HIGHWAY 83 AND 62, 16.0 FEET EAST OF THE
 EN0708'CENTERLINE OF TRACK ROAD, 1.5 FEET NORTH OF A POWER LINE POLE AND
 EN0708'ABOUT THE SAME ELEVATION AS THE STATION.
 EN0708'
 EN0708'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED WARD 2 NO 4 1967, SET
 EN0708'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0708'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 67.5 FEET WEST OF THE
 EN0708'SOUTHWEST CORNER OF THE FARM HOUSE, 20.0 FEET WEST OF THE
 EN0708'NORTHEAST CORNER OF A STONE BUILDING, 1.0 FEET NORTH OF THE CENTER
 EN0708'OF THE STONE BUILDING AND ABOUT THE SAME ELEVATION AS THE
 EN0708'STATION.
 EN0708'
 EN0708'AZIMUTH MARK IS A STANDARD DISK, STAMPED WARD 2 AZI 2 1967, SET IN
 EN0708'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0708'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 54.5 FEET EAST OF THE
 EN0708'CENTERLINE OF COMBINED U.S. HIGHWAY 83 AND 62, 1.8 FEET WEST OF A
 EN0708'FENCE, 1.7 FEET SOUTHEAST OF A WITNESS POST AND 1.2 FEET SOUTH
 EN0708'OF A TELEPHONE LINE POLE.
 EN0708'
 EN0708'NOTE--THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED
 EN0708'BECAUSE OF OBSTRUCTIONS.  WARD 1935 AS REPORTED BY C. A. S. IN 1956
 EN0708'WAS DESTROYED.  ANOTHER SEARCH WAS MADE AND IT WAS NOT FOUND.
 EN0708'
 EN0708'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EN0708
 EN0708                          STATION RECOVERY (1975)
 EN0708
 EN0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WFP)
 EN0708'THE STATION MARK, REFERENCE MARK 3, REFERENCE MARK 4 AND THE AZIMUTH
 EN0708'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS AND DISTANCES
 EN0708'TO THE REFERENCE MARKS CHECKED THE 1967 DATA WITH THE EXCEPTION OF
 EN0708'REFERENCE MARK 4 WHERE A DIFFERENCE IN DISTANCE OF 0.07 FEET OR
 EN0708'0.016 METER WAS NOTED.  THE STATION MARK WAS THE ANTENNA SITE FOR
 EN0708'GEOCEIVER STATION 51038.
 EN0708'
 EN0708'DUE TO CHANGES IN THE STATION AREA AND DIFFERENCES NOTED IN MILEAGE
 EN0708'A NEW DESCRIPTION FOLLOWS.
 EN0708'
 EN0708'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF DUNLAP, 4 MILES NORTH
 EN0708'OF PADUCAH, 0.05 MILE WEST OF COMBINED U.S. HIGHWAYS 83 AND 62, ON
 EN0708'PROPERTY OWNED BY MR. JAMES SWEENEY, BOX 326, PADUCAH.  PHONE NO.
 EN0708'806-492-3015.
 EN0708'
 EN0708'TO REACH THE STATION FROM THE COURTHOUSE IN PADUCAH, GO NORTH ON
 EN0708'COMBINED U.S. HIGHWAY 83 AND 62 FOR 4.0 MILES TO A PAVED DRIVEWAY ON
 EN0708'THE LEFT.  TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 EN0708'NORTH ON THE HIGHWAY FOR 0.55 MILE TO THE MARK ON THE RIGHT.  BEAR
 EN0708'LEFT AND CONTINUE NORTH ON THE PAVED DRIVEWAY FOR 0.1 MILE TO A FARM
 EN0708'HOUSE ON THE LEFT.  CONTINUE NORTH FOR 0.05 MILE TO A FENCE LINE.
 EN0708'TURN LEFT AND GO WEST ALONG THE FENCE FOR 0.05 MILE TO THE
 EN0708'STATION.
 EN0708'
 EN0708'THE STATION MARK IS A STANDARD DISK, STAMPED WARD 2 1967, SET IN THE
 EN0708'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 EN0708'INCHES ABOVE THE GROUND.  IT IS 204.5 FEET WEST OF THE CENTER OF
 EN0708'COMBINED U.S. HIGHWAY 83 AND 62, 187 FEET NORTHWEST OF THE
 EN0708'NORTHWEST CORNER OF THE FARM HOUSE, 135.5 FEET WEST OF A FENCE
 EN0708'CORNER, 51.5 FEET EAST OF A T-INTERSECTION OF FENCE LINES, 2.5 FEET
 EN0708'WEST OF A METAL WITNESS POST AND 1.0 FEET NORTH OF A FENCE.  THE
 EN0708'UNDERGROUND MARK IS 42 INCHES BELOW THE GROUND SURFACE.
 EN0708'
 EN0708'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED WARD 2 NO 3 1967, SET IN
 EN0708'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 EN0708'INCHES ABOVE THE GROUND.  IT IS 42.5 FEET WEST OF THE CENTER OF
 EN0708'U.S.  HIGHWAY 83 AND 62, 39 FEET SOUTHEAST OF A FENCE CORNER, 16
 EN0708'FEET EAST OF THE CENTER OF A GRAVEL DRIVEWAY, AND 1.5 FEET NORTH OF
 EN0708'A POWER LINE POLE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 EN0708'
 EN0708'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED WARD 2 NO 4 1967, SET IN
 EN0708'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 EN0708'INCH.  IT IS 80 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE FARM
 EN0708'HOUSE, 20 FEET WEST OF THE NORTHEAST CORNER OF A STONE BUILDING
 EN0708'AND 1.0 FEET NORTH OF THE NORTH SIDE OF THE STONE BUILDING.
 EN0708'
 EN0708'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WARD 2 AZ 2 1967, SET IN
 EN0708'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 EN0708'INCHES ABOVE THE GROUND.  IT IS 54.3 FEET EAST OF THE CENTER OF
 EN0708'COMBINED U.S. HIGHWAY 83 AND 62, 1.8 FEET WEST OF A FENCE AND 1.5
 EN0708'FEET SOUTHEAST OF A METAL WITNESS POST.
 EN0708'
 EN0708'NOTE--THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO
 EN0708'OBSTRUCTIONS ON LINE.
 EN0708'
 EN0708'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 EN0708'PADUCAH.
 EN0708
 EN0708                          STATION RECOVERY (1986)
 EN0708
 EN0708'RECOVERED 1986
 EN0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0465 ***********************************************************************
 BO0465  DESIGNATION -  WARD ET
 BO0465  PID         -  BO0465
 BO0465  STATE/COUNTY-  TX/EDWARDS
 BO0465  USGS QUAD   -  DUNBAR DRAW SW (1982)
 BO0465
 BO0465                         *CURRENT SURVEY CONTROL
 BO0465  ___________________________________________________________________
 BO0465* NAD 83(1993)-  30 15 44.87980(N)    100 39 09.19813(W)     ADJUSTED  
 BO0465* NAVD 88     -       694.1    (meters)    2277.     (feet)  VERTCON   
 BO0465  ___________________________________________________________________
 BO0465  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 BO0465  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 BO0465
 BO0465  HORZ ORDER  -  SECOND
 BO0465
 BO0465.The horizontal coordinates were established by classical geodetic methods
 BO0465.and adjusted by the National Geodetic Survey in February 1996..
 BO0465
 BO0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0465
 BO0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0465
 BO0465.The geoid height was determined by GEOID03.
 BO0465
 BO0465;                    North         East     Units Scale Factor Converg.
 BO0465;SPC TXSC     - 4,270,347.051   440,978.611   MT  0.99999404   -0 48 34.6
 BO0465;SPC TXSC     -14,010,296.95  1,446,777.33   sFT  0.99999404   -0 48 34.6
 BO0465;SPC TX C     - 3,066,092.805   669,281.999   MT  0.99996428   -0 09 51.9
 BO0465;SPC TX C     -10,059,339.48  2,195,802.69   sFT  0.99996428   -0 09 51.9
 BO0465;UTM  14      - 3,349,024.955   341,025.055   MT  0.99991180   -0 49 58.8
 BO0465
 BO0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0465!SPC TXSC     -   0.99989456  x   0.99999404  =   0.99988860
 BO0465!SPC TX C     -   0.99989456  x   0.99996428  =   0.99985885
 BO0465!UTM  14      -   0.99989456  x   0.99991180  =   0.99980637
 BO0465
 BO0465:                Primary Azimuth Mark                     Grid Az
 BO0465:SPC TXSC     -  ANT 22 MI SO OF SONORA                   009 31 10.5
 BO0465:SPC TX C     -  ANT 22 MI SO OF SONORA                   008 52 27.8
 BO0465:UTM  14      -  ANT 22 MI SO OF SONORA                   009 32 34.7
 BO0465
 BO0465|---------------------------------------------------------------------|
 BO0465| PID    Reference Object                     Distance      Geod. Az  |
 BO0465|                                                           dddmmss.s |
 BO0465| BO0464 ANT 22 MI SO OF SONORA              APPROX. 4.1 KM 0084235.9 |
 BO0465| CV5745 WARD ET RM 1                         16.469 METERS 01324     |
 BO0465| CV5746 WARD ET RM 2                         19.254 METERS 19251     |
 BO0465|---------------------------------------------------------------------|
 BO0465
 BO0465                          SUPERSEDED SURVEY CONTROL
 BO0465
 BO0465  NAD 83(1986)-  30 15 44.87734(N)    100 39 09.18657(W) AD(       ) 2
 BO0465  NAD 27      -  30 15 44.18319(N)    100 39 07.85058(W) AD(       ) 2
 BO0465  NGVD 29 (07/19/86)  693.9    (m)         2277.     (f) VERT ANG       
 BO0465
 BO0465.Superseded values are not recommended for survey control.
 BO0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0465.See file dsdata.txt to determine how the superseded data were derived.
 BO0465
 BO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4102549025(NAD 83)
 BO0465_MARKER: DD = SURVEY DISK
 BO0465_SETTING: 66 = SET IN ROCK OUTCROP
 BO0465
 BO0465  HISTORY     - Date     Condition        Report By
 BO0465  HISTORY     - 1971     MONUMENTED       USGS
 BO0465
 BO0465                          STATION DESCRIPTION
 BO0465
 BO0465'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0465'THE STATION IS LOCATED SOUTH 1 DEGREE WEST, 21 MILES AIRLINE
 BO0465'DISTANCE FROM SONORA, TEXAS, AND 74 FEET EAST OF THE CENTERLINE
 BO0465'OF U.S. HIGHWAY 277, ON THE HIGHWAY RIGHT-OF-WAY.
 BO0465'
 BO0465'TO REACH FROM SONORA, TEXAS, GO 22 MILES SOUTH ON U.S. HIGHWAY
 BO0465'277 TO JUNCTION OF STATE HIGHWAY 55 LEFT, CONTINUE 1.6 MILES SOUTH
 BO0465'ON U.S. HIGHWAY 277 TO CREST OF HIGHWAY AND THE STATION SITE ON THE
 BO0465'LEFT (EAST).  17 FEET WEST OF A USGS WITNESS SIGN MOUNTED ON A
 BO0465'RIGHT-OF-WAY FENCE POST.
 BO0465'
 BO0465'STATION MARK--A USGS BRONZE TABLET SET IN ROCK, PROJECTING 0.1
 BO0465'FEET ABOVE GROUND, AND STAMPED WARD ET 1971.
 BO0465'
 BO0465'REFERENCE MARK NO. 1--A USGS BRONZE TABLET SOLDERED TO A COPPER
 BO0465'COATED STEEL ROD, DRIVEN TO REFUSAL (5.0 FEET) THRU A DRILL HOLE,
 BO0465'CENTERED IN A GRAVEL FILLED ORANGEBURG TILE WHICH IS 6 INCHES
 BO0465'IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH THE GROUND, AND
 BO0465'STAMPED WARD ET-NO. 1 1971.
 BO0465'
 BO0465'REFERENCE MARK NO. 2--A USGS BRONZE TABLET SOLDERED TO A COPPER
 BO0465'COATED STEEL ROD, SET AT A DEPTH OF 3.9 FEET IN A DRILL HOLE
 BO0465'AND GROUTED, CENTERED IN A GRAVEL FILLED ORANGEBURG TILE WHICH
 BO0465'IS 6 INCHES IN DIAMETER AND 12 INCHES LONG.  TABLET PROJECTS
 BO0465'0.1 FEET AND IS STAMPED WARD ET-NO. 2 1971.
 BO0465'
 BO0465'INTERSECTED STATION ANTENNA, 22 MI., S. OF SONORA IS VISIBLE
 BO0465'FROM THE GROUND AT THIS STATION, AND WILL SERVE AS THE AZIMUTH
 BO0465'MARK.  ALL OBSERVATIONS WERE MADE FROM A TOWER, AT A HEIGHT
 BO0465'OF 26.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9251 ***********************************************************************
 AF9251  DESIGNATION -  WARD ET
 AF9251  PID         -  AF9251
 AF9251  STATE/COUNTY-  TX/STONEWALL
 AF9251  USGS QUAD   -  SEVEN DIAMOND L CANYON (1981)
 AF9251
 AF9251                         *CURRENT SURVEY CONTROL
 AF9251  ___________________________________________________________________
 AF9251* NAD 83(1993)-  33 19 45.98549(N)    100 23 16.99710(W)     ADJUSTED  
 AF9251* NAVD 88     -       580.2    (meters)    1904.     (feet)  VERTCON   
 AF9251  ___________________________________________________________________
 AF9251  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 AF9251  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AF9251
 AF9251  HORZ ORDER  -  THIRD
 AF9251
 AF9251.The horizontal coordinates were established by classical geodetic methods
 AF9251.and adjusted by the National Geodetic Survey in July 1998..
 AF9251
 AF9251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9251
 AF9251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9251
 AF9251.The geoid height was determined by GEOID03.
 AF9251
 AF9251;                    North         East     Units Scale Factor Converg.
 AF9251;SPC TXNC     - 2,185,965.156   424,243.657   MT  0.99988433   -1 01 47.0
 AF9251;SPC TXNC     - 7,171,787.35  1,391,872.73   sFT  0.99988433   -1 01 47.0
 AF9251;UTM  14      - 3,688,669.621   370,812.691   MT  0.99980576   -0 45 46.0
 AF9251
 AF9251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9251!SPC TXNC     -   0.99991320  x   0.99988433  =   0.99979754
 AF9251!UTM  14      -   0.99991320  x   0.99980576  =   0.99971898
 AF9251
 AF9251                          SUPERSEDED SURVEY CONTROL
 AF9251
 AF9251  NGVD 29 (07/17/98)  580.0    (m)         1903.     (f) VERT ANG       
 AF9251
 AF9251.Superseded values are not recommended for survey control.
 AF9251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9251.See file dsdata.txt to determine how the superseded data were derived.
 AF9251
 AF9251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7081388670(NAD 83)
 AF9251_MARKER: DS = TRIANGULATION STATION DISK
 AF9251
 AF9251  HISTORY     - Date     Condition        Report By
 AF9251  HISTORY     - 1958     MONUMENTED       USGS
 AF9251
 AF9251                          STATION DESCRIPTION
 AF9251
 AF9251'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9251'STATION IS LOCATED 16.5 MI. NW. OF ASPERMONT, 10 MI. NW. OF SWENSON,
 AF9251'ON A HIGH PROMINENT HILL AND S. OF THE COUNTY RD.
 AF9251'THE STATION WAS REACHED FROM SWENSON BY GOING W. ON STATE HIGHWAY 70 1
 AF9251'MI. TO FM 1646, THENCE N. ON THE FARM ROAD 5.0 MI. TO A CROSSROAD.
 AF9251'TURN W. (LEFT) 1.5 MI. TO A T-RD. N., THEN N. AND FOLLOW MAIN RD. 1.5
 AF9251'MI. TO BRIDGE ACROSS SALT FORK OF THE BRAZOS RIVER.  CONTINUE ON MAIN
 AF9251'RD. 3.9 MI. TO TOP OF A HILL E. OF A CATTLEGUARD.  STATION MARK IS ON
 AF9251'THE E. END OF THIS HILL, S. OF AN OLD EXCAVATION DITCH AND 142 FT. S.
 AF9251'OF THE CENTERLINE OF THE RD.
 AF9251'STATION MARK--A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 AF9251'LEVEL WITH THE GROUND AND STAMPED---WARD-ET 1958---.  MARK IS COVERED
 AF9251'BY A PILE OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1252 ***********************************************************************
 AH1252  DESIGNATION -  WARD IS UNIV CORPUS CHRISTI TR
 AH1252  PID         -  AH1252
 AH1252  STATE/COUNTY-  TX/NUECES
 AH1252  USGS QUAD   -  OSO CREEK NE (1975)
 AH1252
 AH1252                         *CURRENT SURVEY CONTROL
 AH1252  ___________________________________________________________________
 AH1252* NAD 83(1993)-  27 42 54.55140(N)    097 19 42.54341(W)     ADJUSTED  
 AH1252* NAVD 88     -                                                        
 AH1252  ___________________________________________________________________
 AH1252  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1252  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH1252
 AH1252  HORZ ORDER  -  THIRD
 AH1252
 AH1252.The horizontal coordinates were established by classical geodetic methods
 AH1252.and adjusted by the National Geodetic Survey in February 1996..
 AH1252
 AH1252
 AH1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1252
 AH1252.The geoid height was determined by GEOID03.
 AH1252
 AH1252;                    North         East     Units Scale Factor Converg.
 AH1252;SPC TX S     - 5,227,497.388   415,529.195   MT  0.99997221   +0 31 54.8
 AH1252;SPC TX S     -17,150,547.68  1,363,282.03   sFT  0.99997221   +0 31 54.8
 AH1252;UTM  14      - 3,066,767.219   664,791.137   MT  0.99993520   +0 46 39.2
 AH1252
 AH1252                          SUPERSEDED SURVEY CONTROL
 AH1252
 AH1252  NAD 83(1986)-  27 42 54.56163(N)    097 19 42.51946(W) AD(       ) 4
 AH1252  NAD 27      -  27 42 53.44400(N)    097 19 41.54300(W) AD(       ) 3
 AH1252
 AH1252.Superseded values are not recommended for survey control.
 AH1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1252.See file dsdata.txt to determine how the superseded data were derived.
 AH1252
 AH1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6479166767(NAD 83)
 AH1252_MARKER: 55 = TOWER
 AH1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1252+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AH1252
 AH1252  HISTORY     - Date     Condition        Report By
 AH1252  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1252  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1252  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1252  HISTORY     - 20040312 GOOD             USPSQD
 AH1252  HISTORY     - 20050820 MARK NOT FOUND   USPSQD
 AH1252
 AH1252                          STATION DESCRIPTION
 AH1252
 AH1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1252'THE STATION IS LOCATED 2.3 MILES WEST OF THE NORTH GATE OF
 AH1252'THE NAVAL AIR STATION ALONG OCEAN DRIVE, AT WARD ISLAND.
 AH1252'THE STATION IS A WHITE RECTANGULAR TOWER, 20 FEET ACROSS
 AH1252'AT THE BASE, WITH A SMALL BLACK DOME N TOP, AND IS ABOUT 50 FEET
 AH1252'HIGH.  THE TOWER IS ON U.S. NAVY PROPERTY (FORMERLY THE
 AH1252'NAVAL TECHNICAL TRAINING SCHOOL) NOW LEASED AND OCCUPIED BY
 AH1252'THE UNIVERSITY OF CORPUS CHRISTI.  THE TOWER IS AT THE WEST
 AH1252'EDGE OF THE SCHOOL GROUNDS, 87 FEET EAST OF A FENCE CORNER
 AH1252'ON THE WEST FENCE, 87 FEET NORTH OF BUILDING 859, AND 33
 AH1252'FEET WEST OF BUILDING 815.
 AH1252
 AH1252                          STATION RECOVERY (1997)
 AH1252
 AH1252'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1252'MARK NOT FOUND.
 AH1252
 AH1252                          STATION RECOVERY (2001)
 AH1252
 AH1252'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1252'MARK NOT FOUND.
 AH1252
 AH1252                          STATION RECOVERY (2004)
 AH1252
 AH1252'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1252'RECOVERED IN GOOD CONDITION.
 AH1252
 AH1252                          STATION RECOVERY (2005)
 AH1252
 AH1252'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AH1252'SEVERAL SMALL TOWERS STAND IN THE AREA BUT NONE FIT THIS DESCRIPTION.
 AH1252'CONSUMER GRADE GPS UNIT PLACES THE COORDINATE JUST INSIDE THE MAIN
 AH1252'ENTRANCE TO THE CARLOS TRUAN NATURAL RESOURCE CENTER.  THIS ALSO
 AH1252'APPEARS TO BE A FAIRLY NEW BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0478 ***********************************************************************
 BQ0478  DESIGNATION -  WARDEN
 BQ0478  PID         -  BQ0478
 BQ0478  STATE/COUNTY-  TX/HUDSPETH
 BQ0478  USGS QUAD   -  CEDAR ARROYO (1972)
 BQ0478
 BQ0478                         *CURRENT SURVEY CONTROL
 BQ0478  ___________________________________________________________________
 BQ0478* NAD 83(1993)-  30 55 47.76784(N)    105 18 57.47915(W)     ADJUSTED  
 BQ0478* NAVD 88     -      1355.     (meters)    4446.     (feet)  SCALED    
 BQ0478  ___________________________________________________________________
 BQ0478  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BQ0478  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 BQ0478
 BQ0478  HORZ ORDER  -  FIRST
 BQ0478
 BQ0478.The horizontal coordinates were established by classical geodetic methods
 BQ0478.and adjusted by the National Geodetic Survey in February 1996..
 BQ0478
 BQ0478.The orthometric height was scaled from a topographic map.
 BQ0478
 BQ0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0478
 BQ0478.The geoid height was determined by GEOID03.
 BQ0478
 BQ0478;                    North         East     Units Scale Factor Converg.
 BQ0478;SPC TX C     - 3,150,701.532   224,004.878   MT  0.99988252   -2 33 58.9
 BQ0478;SPC TX C     -10,336,926.61    734,922.67   sFT  0.99988252   -2 33 58.9
 BQ0478;UTM  13      - 3,421,879.852   469,813.825   MT  0.99961124   -0 09 44.7
 BQ0478
 BQ0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0478!SPC TX C     -   0.99979098  x   0.99988252  =   0.99967353
 BQ0478!UTM  13      -   0.99979098  x   0.99961124  =   0.99940231
 BQ0478
 BQ0478:                Primary Azimuth Mark                     Grid Az
 BQ0478:SPC TX C     -  WARDEN AZ MK                             097 29 37.1
 BQ0478:UTM  13      -  WARDEN AZ MK                             095 05 22.9
 BQ0478
 BQ0478|---------------------------------------------------------------------|
 BQ0478| PID    Reference Object                     Distance      Geod. Az  |
 BQ0478|                                                           dddmmss.s |
 BQ0478| CH9871 WARDEN AZ MK                                       0945538.2 |
 BQ0478| CH9872 WARDEN RM 1                           7.749 METERS 21003     |
 BQ0478| CH9873 WARDEN RM 2                          13.005 METERS 30547     |
 BQ0478|---------------------------------------------------------------------|
 BQ0478
 BQ0478                          SUPERSEDED SURVEY CONTROL
 BQ0478
 BQ0478  NAD 83(1986)-  30 55 47.77492(N)    105 18 57.47719(W) AD(       ) 1
 BQ0478  NAD 27      -  30 55 47.29100(N)    105 18 55.64900(W) AD(       ) 1
 BQ0478
 BQ0478.Superseded values are not recommended for survey control.
 BQ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0478.See file dsdata.txt to determine how the superseded data were derived.
 BQ0478
 BQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6981421880(NAD 83)
 BQ0478_MARKER: DS = TRIANGULATION STATION DISK
 BQ0478_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0478_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 BQ0478
 BQ0478  HISTORY     - Date     Condition        Report By
 BQ0478  HISTORY     - 1934     MONUMENTED       CGS
 BQ0478  HISTORY     - 1980     GOOD             LOCENG
 BQ0478
 BQ0478                          STATION DESCRIPTION
 BQ0478
 BQ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0478'STATION IS ABOUT 17 MILES, AIR LINE, SSE OF SIERRA BLANCA,
 BQ0478'ON THE HIGHEST HILL OF A GROUP OF FOOTHILLS WHICH LIE ABOUT
 BQ0478'2 MILES NE OF A MAIN AND PROMINENT MOUNTAIN RANGE.  THIS HILL
 BQ0478'IS THE HIGHEST WITHIN A RADIUS OF 2 MILES AND OVERLOOKS THE
 BQ0478'VALLEY TO THE N.
 BQ0478'
 BQ0478'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BQ0478'DISKS SET IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 BQ0478'
 BQ0478'REFERENCE MARK NO. 1 IS S OF THE STATION ON THE BREAK OF THE
 BQ0478'SLOPE TO THE S.
 BQ0478'
 BQ0478'REFERENCE MARK NO. 2 IS W OF THE STATION ON THE BREAK OF THE
 BQ0478'SLOPE TO THE W.
 BQ0478'
 BQ0478'AZIMUTH MARK IS ON THE SW SLOPE OF A SMALL ROUND HILL TO THE
 BQ0478'NE.
 BQ0478'
 BQ0478'STATION IS REACHED FROM THE FORD GARAGE IN SIERRA BLANCE BY
 BQ0478'GOING E ON U.S. HIGHWAY 80, 0.3 MILE AND TURN S ON THE QUITMAN
 BQ0478'CANYON ROAD.  GO 4.6 MILES S TO THE INDIAN HOT SPRINGS SIGN.
 BQ0478'TAKE THE LEFT FORK AND GO 10.8 MILES TO A WELL AND TANK (RED
 BQ0478'LIGHT WELL).  CONTINUE PAST THE WELL AND GO 03.3 MILES TO A
 BQ0478'CATTLE GUARD.  CONTINUE ON THE ROAD 1.2 MILES TO A WASH-TUB
 BQ0478'FILLED WITH ROCKS ON THE RIGHT (S) SIDE OF THE ROAD.  THE
 BQ0478'TUB IS AT THE TOP OF A LOW GRADE.  LEAVE THE ROAD AT THE TUB
 BQ0478'AND GO ACROSS COUNTRY.  FROM THE TUB THE STATION IS VISIBLE
 BQ0478'AT 265 DEG MAGNETIC ON A LOW GRASSY RANGE OF HILLS JUST
 BQ0478'UNDER THE SKY LINE.  FOLLOW THE HIGH GROUND SW ALONG THE N
 BQ0478'SIDE OF WIDE WASH AND THEN ALONG THE DIVIDE TO THE END
 BQ0478'OF TRUCK TRAVEL, 03.1 MILES FROM THE ROAD.  FROM THIS
 BQ0478'POINT PROCEED ALONG THE RIDGE TO THE HIGHEST POINT IN THE
 BQ0478'VICINITY AND THE STATION.  IT IS A THIRTY-MINUTE PACK.
 BQ0478
 BQ0478                          STATION RECOVERY (1980)
 BQ0478
 BQ0478'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0478'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0653 ***********************************************************************
 AZ0653  DESIGNATION -  WARDLAW
 AZ0653  PID         -  AZ0653
 AZ0653  STATE/COUNTY-  TX/EDWARDS
 AZ0653  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0653
 AZ0653                         *CURRENT SURVEY CONTROL
 AZ0653  ___________________________________________________________________
 AZ0653* NAD 83(1993)-  29 51 06.33318(N)    100 31 30.88577(W)     ADJUSTED  
 AZ0653* NAVD 88     -       718.8    (meters)    2358.     (feet)  VERTCON   
 AZ0653  ___________________________________________________________________
 AZ0653  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AZ0653  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AZ0653
 AZ0653  HORZ ORDER  -  SECOND
 AZ0653
 AZ0653.The horizontal coordinates were established by classical geodetic methods
 AZ0653.and adjusted by the National Geodetic Survey in February 1996..
 AZ0653
 AZ0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0653
 AZ0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0653
 AZ0653.The geoid height was determined by GEOID03.
 AZ0653
 AZ0653;                    North         East     Units Scale Factor Converg.
 AZ0653;SPC TXSC     - 4,224,658.691   452,634.805   MT  0.99990380   -0 44 50.1
 AZ0653;SPC TXSC     -13,860,401.06  1,485,019.36   sFT  0.99990380   -0 44 50.1
 AZ0653;UTM  14      - 3,303,335.531   352,666.559   MT  0.99986783   -0 45 33.6
 AZ0653
 AZ0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0653!SPC TXSC     -   0.99989063  x   0.99990380  =   0.99979444
 AZ0653!UTM  14      -   0.99989063  x   0.99986783  =   0.99975847
 AZ0653
 AZ0653|---------------------------------------------------------------------|
 AZ0653| PID    Reference Object                     Distance      Geod. Az  |
 AZ0653|                                                           dddmmss.s |
 AZ0653| CV5747 WARDLAW RM 1                         21.874 METERS 14323     |
 AZ0653| CV5748 WARDLAW RM 2                         23.203 METERS 23922     |
 AZ0653| AZ0654 ANT 9 MI ENE OF CARTA VALLEY        APPROX. 1.9 KM 2872722.6 |
 AZ0653| AZ0651 CODY                                APPROX. 5.4 KM 3281944.1 |
 AZ0653|---------------------------------------------------------------------|
 AZ0653
 AZ0653                          SUPERSEDED SURVEY CONTROL
 AZ0653
 AZ0653  NAD 83(1986)-  29 51 06.32843(N)    100 31 30.87135(W) AD(       ) 2
 AZ0653  NAD 27      -  29 51 05.55337(N)    100 31 29.55731(W) AD(       ) 2
 AZ0653  NGVD 29 (07/19/86)  718.7    (m)         2358.     (f) VERT ANG       
 AZ0653
 AZ0653.Superseded values are not recommended for survey control.
 AZ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0653.See file dsdata.txt to determine how the superseded data were derived.
 AZ0653
 AZ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU5266703336(NAD 83)
 AZ0653_MARKER: DD = SURVEY DISK
 AZ0653_SETTING: 0 = UNSPECIFIED SETTING
 AZ0653
 AZ0653  HISTORY     - Date     Condition        Report By
 AZ0653  HISTORY     - 1941     MONUMENTED       USE
 AZ0653  HISTORY     - 1971     GOOD             USGS
 AZ0653
 AZ0653                          STATION DESCRIPTION
 AZ0653
 AZ0653'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0653'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH.
 AZ0653'
 AZ0653'THE STATION IS LOCATED NORTH 66 DEGREES EAST, 10 MILES AIRLINE
 AZ0653'DISTANCE FROM CARTA VALLEY, TEXAS, ON THE HIGHEST POINT OF A
 AZ0653'PROMINENT HILL, 2 MILES EAST OF U.S. HIGHWAY 377 ON LAND
 AZ0653'OWNED BY LAMAR SMITH, HOUSTON, TEXAS.
 AZ0653'
 AZ0653'TO REACH FROM CARTA VALLEY, TEXAS, GO 9.2 MILES NORTHEAST ON
 AZ0653'U.S. HIGHWAY 377 TO PRIVATE DRIVE RIGHT (EAST), PASS THRU
 AZ0653'BUMPER GATE, AND GO 0.9 MILES EAST ON PRIVATE DRIVE TO RANCH,
 AZ0653'CONTINUE 0.3 MILES NORTHEAST ON PRIVATE DRIVE TO BUMPER GATE,
 AZ0653'PASS THRU GATE TURN RIGHT (SOUTH), AND GO 0.1 MILE SOUTH ALONG
 AZ0653'EAST SIDE OF FENCE TO WIRE GATE AT FENCE CORNER, PASS THRU GATE,
 AZ0653'TURN LEFT AND GO 0.9 MILES EAST ON FIRE BREAK ALONG SOUTH SIDE
 AZ0653'OF EAST-WEST FENCE TO CREST OF RIDGE, TURN RIGHT AND GO 800 FEET
 AZ0653'SOUTH ACROSS COUNTRY TO STATION SITE.  9 FEET SOUTHWEST OF
 AZ0653'USGS WITNESS SIGN MOUNTED ON A METAL POST.
 AZ0653'
 AZ0653'STATION MARK--A BRONZE U.S. ENGINEER DEPARTMENT MARK SET IN
 AZ0653'CONCRETE POURED IN A 6 INCH STOVE PIPE PROJECTING 0.1 FOOT AND
 AZ0653'STAMPED WARDLAW 1941.
 AZ0653'
 AZ0653'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET SET IN
 AZ0653'BEDROCK, PROJECTING 0.5 FEET, AND STAMPED WARDLAW 1941-NO. 1 1971.
 AZ0653'
 AZ0653'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET SET
 AZ0653'IN BEDROCK, PROJECTING 0.3 FEET, AND STAMPED WARDLAW 1941-NO. 2
 AZ0653'1971.
 AZ0653'
 AZ0653'STATION CODY USED 1941, IS VISIBLE FROM THE GROUND AT THIS
 AZ0653'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0653'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0906 ***********************************************************************
 FM0906  DESIGNATION -  WARE
 FM0906  PID         -  FM0906
 FM0906  STATE/COUNTY-  TX/OLDHAM
 FM0906  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0906
 FM0906                         *CURRENT SURVEY CONTROL
 FM0906  ___________________________________________________________________
 FM0906* NAD 83(1993)-  35 24 33.52020(N)    102 16 04.51116(W)     ADJUSTED  
 FM0906* NAVD 88     -      1117.5    (meters)    3666.     (feet)  VERTCON   
 FM0906  ___________________________________________________________________
 FM0906  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 FM0906  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 FM0906
 FM0906  HORZ ORDER  -  SECOND
 FM0906
 FM0906.The horizontal coordinates were established by classical geodetic methods
 FM0906.and adjusted by the National Geodetic Survey in February 1996..
 FM0906
 FM0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0906
 FM0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0906
 FM0906.The geoid height was determined by GEOID03.
 FM0906
 FM0906;                    North         East     Units Scale Factor Converg.
 FM0906;SPC TX N     - 1,156,615.057   130,255.800   MT  0.99991089   -0 26 42.1
 FM0906;SPC TX N     - 3,794,661.23    427,347.57   sFT  0.99991089   -0 26 42.1
 FM0906;UTM  13      - 3,921,864.376   748,090.165   MT  1.00035856   +1 35 01.7
 FM0906
 FM0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0906!SPC TX N     -   0.99982865  x   0.99991089  =   0.99973955
 FM0906!UTM  13      -   0.99982865  x   1.00035856  =   1.00018715
 FM0906
 FM0906:                Primary Azimuth Mark                     Grid Az
 FM0906:SPC TX N     -  BOYS RANCH WATER TANK                    007 22 26.8
 FM0906:UTM  13      -  BOYS RANCH WATER TANK                    005 20 43.0
 FM0906
 FM0906|---------------------------------------------------------------------|
 FM0906| PID    Reference Object                     Distance      Geod. Az  |
 FM0906|                                                           dddmmss.s |
 FM0906| FM0864 BOYS RANCH WATER TANK               APPROX.13.9 KM 0065544.7 |
 FM0906| CJ9220 WARE RM 1                            22.978 METERS 06529     |
 FM0906| CJ9219 WARE AZ MK                                         2632116.2 |
 FM0906| CJ9221 WARE RM 2                            25.422 METERS 31007     |
 FM0906|---------------------------------------------------------------------|
 FM0906
 FM0906                          SUPERSEDED SURVEY CONTROL
 FM0906
 FM0906  NAD 83(1993)-  35 24 33.52484(N)    102 16 04.50663(W) AD(       ) 2
 FM0906  NAD 83(1986)-  35 24 33.52779(N)    102 16 04.50211(W) AD(       ) 2
 FM0906  NAD 27      -  35 24 33.34700(N)    102 16 02.79100(W) AD(       ) 2
 FM0906  NGVD 29 (07/19/86) 1117.0    (m)         3665.     (f) VERT ANG       
 FM0906
 FM0906.Superseded values are not recommended for survey control.
 FM0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0906.See file dsdata.txt to determine how the superseded data were derived.
 FM0906
 FM0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4809021864(NAD 83)
 FM0906_MARKER: DS = TRIANGULATION STATION DISK
 FM0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0906
 FM0906  HISTORY     - Date     Condition        Report By
 FM0906  HISTORY     - 1953     MONUMENTED       CGS
 FM0906
 FM0906                          STATION DESCRIPTION
 FM0906
 FM0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0906'THE STATION IS LOCATED ON THE HIGHEST POINT OF A NORTH-SOUTH
 FM0906'RIDGE, ABOUT 8 MILES AIRLINE SOUTH OF BOYS RANCH, ABOUT 15
 FM0906'MILES AIRLINE NORTHEAST OF VEGA, AND ABOUT 7 MILES AIRLINE
 FM0906'SOUTH OF THE CANADIAN RIVER.
 FM0906'
 FM0906'TO REACH THE STATION FROM THE POST OFFICE IN VEGA GO WEST 1
 FM0906'BLOCK TO A CROSS ROAD.  TURN RIGHT ONTO STATE HIGHWAY 51
 FM0906'AND GO NORTH AND NORTHEAST 13.5 MILES TO A GRAVEL PIT ON
 FM0906'THE LEFT.  KEEP STRAIGHT AHEAD ON THE HIGHWAY AND GO 0.3
 FM0906'MILE TO A CURVE TO THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 FM0906'KEEP STRAIGHT AHEAD ON THE HIGHWAY AND GO 2.6 MILES TO A WIRE
 FM0906'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND GO
 FM0906'ABOUT 100 FEET TO A T-ROAD.  TURN RIGHT ONTO A GRADED ROAD
 FM0906'AND GO SOUTH 2.0 MILES TO A SIDE ROAD ON THE RIGHT ABOUT 0.1
 FM0906'MILE BEFORE REACHING TWO WINDMILLS ON THE LEFT.  TURN RIGHT
 FM0906'AND GO 0.15 MILE TO A FORK.  TURN RIGHT AND GO NORTHWEST
 FM0906'0.5 MILE TO THE TOP OF A RIDGE, A WITNESS POST, AND THE
 FM0906'STATION.
 FM0906'
 FM0906'THE STATION MARK IS A STANDARD DISK STAMPED, WARE 1953
 FM0906'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FM0906'2 INCHES ABOVE THE GROUND.  IT IS 6 FEET SOUTH OF A WITNESS
 FM0906'POST.
 FM0906'
 FM0906'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, WARE
 FM0906'NO 1 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FM0906'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 3 FEET LOWER
 FM0906'THAN THE STATION.
 FM0906'
 FM0906'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, WARE NO
 FM0906'2 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FM0906'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS THE SAME
 FM0906'ELEVATION AS THE STATION.
 FM0906'
 FM0906'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY
 FM0906'51 AND IS A STANDARD DISK STAMPED, WARE 1953 SET IN THE TOP
 FM0906'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 FM0906'THE GROUND.  IT IS 64 FEET WEST OF THE CENTERLINE OF THE
 FM0906'HIGHWAY, 1 FOOT EAST OF A FENCE LINE, AND UNDERNEATH A SMALL
 FM0906'WOODEN SIGN LETTERED, 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6435 ***********************************************************************
 AW6435  DESIGNATION -  WARREN
 AW6435  PID         -  AW6435
 AW6435  STATE/COUNTY-  TX/HARRIS
 AW6435  USGS QUAD   -  PASADENA (1995)
 AW6435
 AW6435                         *CURRENT SURVEY CONTROL
 AW6435  ___________________________________________________________________
 AW6435* NAD 83(1993)-  29 43 53.47617(N)    095 12 39.15399(W)     ADJUSTED  
 AW6435* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AW6435  ___________________________________________________________________
 AW6435  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6435  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6435
 AW6435  HORZ ORDER  -  THIRD
 AW6435
 AW6435.The horizontal coordinates were established by classical geodetic methods
 AW6435.and adjusted by the National Geodetic Survey in February 1996..
 AW6435
 AW6435.The orthometric height was scaled from a topographic map.
 AW6435
 AW6435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6435
 AW6435.The geoid height was determined by GEOID03.
 AW6435
 AW6435;                    North         East     Units Scale Factor Converg.
 AW6435;SPC TXSC     - 4,216,308.108   966,473.054   MT  0.99988712   +1 51 22.8
 AW6435;SPC TXSC     -13,833,004.18  3,170,837.01   sFT  0.99988712   +1 51 22.8
 AW6435;UTM  15      - 3,291,083.001   286,167.323   MT  1.00016420   -1 05 48.7
 AW6435
 AW6435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6435!SPC TXSC     -   1.00000348  x   0.99988712  =   0.99989060
 AW6435!UTM  15      -   1.00000348  x   1.00016420  =   1.00016768
 AW6435
 AW6435:                Primary Azimuth Mark                     Grid Az
 AW6435:SPC TXSC     -  HOUSTON SHIP CHAN LT 90 1955             037 30 58.3
 AW6435:UTM  15      -  HOUSTON SHIP CHAN LT 90 1955             040 28 09.8
 AW6435
 AW6435|---------------------------------------------------------------------|
 AW6435| PID    Reference Object                     Distance      Geod. Az  |
 AW6435|                                                           dddmmss.s |
 AW6435| AW6443 HOUSTON SHIP CHAN LT 90 1955        APPROX. 1.0 KM 0392221.1 |
 AW6435| AW6437 HOUSTON SHIP CHAN LT 91 1955        453.805 METERS 1561829.0 |
 AW6435| CV6899 WARREN RM 1                          29.834 METERS 17140     |
 AW6435| AW6441 981 00 450L USE 1955                349.169 METERS 18615     |
 AW6435| AW6458 HOUSTON SHIP CHAN LT 93 1955        APPROX. 0.8 KM 2015304.2 |
 AW6435| CV6900 WARREN RM 2                          21.529 METERS 24945     |
 AW6435|---------------------------------------------------------------------|
 AW6435
 AW6435                          SUPERSEDED SURVEY CONTROL
 AW6435
 AW6435  NAD 83(1986)-  29 43 53.49126(N)    095 12 39.13457(W) AD(       ) 3
 AW6435  NAD 27      -  29 43 52.66980(N)    095 12 38.37318(W) AD(       ) 3
 AW6435
 AW6435.Superseded values are not recommended for survey control.
 AW6435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6435.See file dsdata.txt to determine how the superseded data were derived.
 AW6435
 AW6435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8616791083(NAD 83)
 AW6435_MARKER: DS = TRIANGULATION STATION DISK
 AW6435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6435
 AW6435  HISTORY     - Date     Condition        Report By
 AW6435  HISTORY     - 1955     MONUMENTED       CGS
 AW6435  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW6435  HISTORY     - 19991118 MARK NOT FOUND   USPSQD
 AW6435
 AW6435                          STATION DESCRIPTION
 AW6435
 AW6435'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6435'STATION IS LOCATED 0.5 MI. N OF PASADENA.  TO REACH FROM THE
 AW6435'N ENTRANCE OF WASHBURN TUNNEL, GO N HALF-CIRCLING THE TRAFFIC
 AW6435'CIRCLE FOR 0.45 MI. TO A LOCKED GATE ON THE RIGHT SIDE OF THE
 AW6435'ROAD.  PASS THROUGH THE GATE AND FOLLOW A DIRT ROAD BACK S FOR
 AW6435'0.35 MI. TO A DIM FORK, TAKE THE LEFT FORK FOR 120 FT. TO THE
 AW6435'EDGE OF THE CLEARING AND THE STATION ON THE LEFT.  KEY TO THE
 AW6435'LOCKED GATE CAN BE OBTAINED FROM MR. SCOTT AT THE WARREN
 AW6435'PETROLEUM CO. OFFICE.
 AW6435'
 AW6435'THE STATION IS 200 FT. NE OF A CORNER IN THE CYCLONE FENCE
 AW6435'PARALLELING THE HIGHWAY, 75 FT. E OF A CLUMP OF WILLOW TREES,
 AW6435'122 FT. SE OF THE Y-ROAD INTERSECTION, AND 18 FT. E OF THE TRACK
 AW6435'ROAD.  A STANDARD DISK, STAMPED WARREN 1955 AND SET IN THE TOP
 AW6435'OF A 10-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 AW6435'
 AW6435'REFERENCE MARK 1 IS S OF THE STATION, AND JUST W OF THE TRACK
 AW6435'ROAD.  A STANDARD DISK, STAMPED WARREN NO 1 1955 AND SET IN
 AW6435'THE TOP OF A 10-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AW6435'GROUND.
 AW6435'
 AW6435'REFERENCE MARK 2 IS W OF THE STATION, ABOUT HALFWAY BETWEEN
 AW6435'THE TWO ROADS, AND 25 FT. S OF THE CLUMP OF WILLOW TREES.
 AW6435'A STANDARD DISK, STAMPED WARREN NO 2 1955 AND SET IN THE
 AW6435'TOP OF A 10-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 AW6435'
 AW6435'THE AZIMUTH MARK IS 1145.43 FT. S-SW OF THE STATION, 113 FT.
 AW6435'NW OF THE BANK OF THE CHANNEL, AND 43 FT. E OF THE FENCE.
 AW6435'A U.S.E. DISK, STAMPED HSC 450 L 981+00 1953 AND SET IN THE
 AW6435'TOP OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6435'
 AW6435'HEIGHT OF LIGHT ABOVE STATION MARK - 30 M.
 AW6435
 AW6435                          STATION RECOVERY (1994)
 AW6435
 AW6435'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6435'MARK NOT FOUND.
 AW6435
 AW6435                          STATION RECOVERY (1999)
 AW6435
 AW6435'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2239 ***********************************************************************
 BL2239  DESIGNATION -  WARREN PETROLEUM CO RADIO MAST
 BL2239  PID         -  BL2239
 BL2239  STATE/COUNTY-  TX/MONTGOMERY
 BL2239  USGS QUAD   -  OKLAHOMA (1979)
 BL2239
 BL2239                         *CURRENT SURVEY CONTROL
 BL2239  ___________________________________________________________________
 BL2239* NAD 83(1993)-  30 13 47.35999(N)    095 36 52.13841(W)     ADJUSTED  
 BL2239* NAVD 88     -                                                        
 BL2239  ___________________________________________________________________
 BL2239  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BL2239  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL2239
 BL2239  HORZ ORDER  -  THIRD
 BL2239
 BL2239.The horizontal coordinates were established by classical geodetic methods
 BL2239.and adjusted by the National Geodetic Survey in February 1996..
 BL2239
 BL2239
 BL2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2239
 BL2239.The geoid height was determined by GEOID03.
 BL2239
 BL2239;                    North         East     Units Scale Factor Converg.
 BL2239;SPC TX C     - 3,072,062.954 1,154,102.492   MT  0.99997172   +2 25 49.7
 BL2239;SPC TX C     -10,078,926.54  3,786,417.93   sFT  0.99997172   +2 25 49.7
 BL2239;SPC TXSC     - 4,270,321.425   925,850.239   MT  0.99998498   +1 39 31.0
 BL2239;SPC TXSC     -14,010,212.88  3,037,560.33   sFT  0.99998498   +1 39 31.0
 BL2239;UTM  15      - 3,347,143.598   248,378.862   MT  1.00038117   -1 19 01.2
 BL2239
 BL2239                          SUPERSEDED SURVEY CONTROL
 BL2239
 BL2239  NAD 83(1986)-  30 13 47.37409(N)    095 36 52.12116(W) AD(       ) 4
 BL2239  NAD 27      -  30 13 46.60800(N)    095 36 51.32800(W) AD(       ) 3
 BL2239
 BL2239.Superseded values are not recommended for survey control.
 BL2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2239.See file dsdata.txt to determine how the superseded data were derived.
 BL2239
 BL2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4837947144(NAD 83)
 BL2239_MARKER: 42 = RADIO/TV MAST
 BL2239
 BL2239  HISTORY     - Date     Condition        Report By
 BL2239  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2239
 BL2239                          STATION DESCRIPTION
 BL2239
 BL2239'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0636 ***********************************************************************
 EO0636  DESIGNATION -  WARREN RESET
 EO0636  PID         -  EO0636
 EO0636  STATE/COUNTY-  TX/BAILEY
 EO0636  USGS QUAD   -  BAILEYBORO NE (1980)
 EO0636
 EO0636                         *CURRENT SURVEY CONTROL
 EO0636  ___________________________________________________________________
 EO0636* NAD 83(1993)-  34 13 23.53621(N)    102 52 27.16856(W)     ADJUSTED  
 EO0636* NAVD 88     -      1183.9    (meters)    3884.     (feet)  VERTCON   
 EO0636  ___________________________________________________________________
 EO0636  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 EO0636  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 EO0636
 EO0636  HORZ ORDER  -  FIRST
 EO0636
 EO0636.The horizontal coordinates were established by classical geodetic methods
 EO0636.and adjusted by the National Geodetic Survey in February 1996..
 EO0636
 EO0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0636
 EO0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0636
 EO0636.The geoid height was determined by GEOID03.
 EO0636
 EO0636;                    North         East     Units Scale Factor Converg.
 EO0636;SPC TXNC     - 2,291,907.439   197,032.807   MT  1.00008166   -2 23 08.4
 EO0636;SPC TXNC     - 7,519,366.32    646,431.80   sFT  1.00008166   -2 23 08.4
 EO0636;SPC TX N     - 1,025,643.131    73,364.697   MT  1.00012624   -0 47 47.1
 EO0636;SPC TX N     - 3,364,964.17    240,697.34   sFT  1.00012624   -0 47 47.1
 EO0636;SPC NM E     -   358,376.353   299,440.036   MT  1.00013182   +0 49 14.7
 EO0636;SPC NM E     - 1,175,773.08    982,412.85   sFT  1.00013182   +0 49 14.7
 EO0636;UTM  13      - 3,788,948.464   695,813.464   MT  1.00007266   +1 11 45.5
 EO0636
 EO0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0636!SPC TXNC     -   0.99981795  x   1.00008166  =   0.99989959
 EO0636!SPC TX N     -   0.99981795  x   1.00012624  =   0.99994416
 EO0636!SPC NM E     -   0.99981795  x   1.00013182  =   0.99994974
 EO0636!UTM  13      -   0.99981795  x   1.00007266  =   0.99989059
 EO0636
 EO0636:                Primary Azimuth Mark                     Grid Az
 EO0636:SPC TXNC     -  WARREN AZ MK                             094 03 01.6
 EO0636:SPC TX N     -  WARREN AZ MK                             092 27 40.3
 EO0636:SPC NM E     -  WARREN AZ MK                             090 50 38.5
 EO0636:UTM  13      -  WARREN AZ MK                             090 28 07.7
 EO0636
 EO0636|---------------------------------------------------------------------|
 EO0636| PID    Reference Object                     Distance      Geod. Az  |
 EO0636|                                                           dddmmss.s |
 EO0636| CJ9225 WARREN AZ MK                                       0913953.2 |
 EO0636| CJ9230 WARREN RM 4 AZIMUTH                                0962231.8 |
 EO0636| CJ9226 WARREN RM 1                          25.402 METERS 10213     |
 EO0636| CJ9227 WARREN RM 1 RESET                    25.373 METERS 10230     |
 EO0636| CJ9228 WARREN RM 2                          24.408 METERS 20640     |
 EO0636| CJ9229 WARREN RM 3                          24.397 METERS 20716     |
 EO0636|---------------------------------------------------------------------|
 EO0636
 EO0636                          SUPERSEDED SURVEY CONTROL
 EO0636
 EO0636  NAD 83(1993)-  34 13 23.53693(N)    102 52 27.16729(W) AD(       ) 1
 EO0636  NAD 83(1986)-  34 13 23.54639(N)    102 52 27.16199(W) AD(       ) 1
 EO0636  NAD 27      -  34 13 23.26200(N)    102 52 25.37200(W) AD(       ) 1
 EO0636  NGVD 29 (07/19/86) 1183.3    (m)         3882.     (f) VERT ANG       
 EO0636
 EO0636.Superseded values are not recommended for survey control.
 EO0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0636.See file dsdata.txt to determine how the superseded data were derived.
 EO0636
 EO0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT9581388948(NAD 83)
 EO0636_MARKER: DS = TRIANGULATION STATION DISK
 EO0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EO0636
 EO0636  HISTORY     - Date     Condition        Report By
 EO0636  HISTORY     - 1975     MONUMENTED       NGS
 EO0636
 EO0636                          STATION DESCRIPTION
 EO0636
 EO0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0636'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER, SAND
 EO0636'HAD ERODED AWAY LEAVING THE MARK PROJECTING 2 FEET, THEREFORE THE
 EO0636'SURFACE AND UNDERGROUND MARKS WERE LOWERED, HOLDING THE SAME
 EO0636'POSITIONS.  REFERENCE MARK 1 WAS RECOVERED IN SEEMINGLY GOOD
 EO0636'CONDITION, HOWEVER THE DIRECTION DIFFERS FROM 1934 DATA BY 1
 EO0636'DEGREE, 33 MINUTES, 23 SECONDS AND THE DISTANCE DIFFERS BY 0.09
 EO0636'FOOT OR 0.027 METER.  THE U.S. GEOLOGICAL SURVEY REPORTED THIS
 EO0636'MARK WAS TIPPED OVER IN 1956, NO INFORMATION WAS AVAILABLE AS
 EO0636'TO WHETHER THIS MARK HAS EVER BEEN RESET.  REFERENCE MARK 2
 EO0636'WAS FOUND TIPPED OVER BY THIS PARTY AND DESTROYED.  THE
 EO0636'AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND AND IS
 EO0636'BELIEVED TO HAVE BEEN DESTROYED BY THE WIDENING OF A ROAD.
 EO0636'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS DATE.  REFERENCE
 EO0636'MARK 4 SERVES AS THE AZIMUTH MARK.  THE DIRECTION TO THE
 EO0636'MULESHOE TANK 1934 CHECKED THE 1934 DATA.  DUE TO THE ABOVE
 EO0636'CHANGES, ROAD CHANGES AND CHANGE IN THE PROPERTY
 EO0636'OWNERSHIP A NEW DESCRIPTION FOLLOWS.
 EO0636'
 EO0636'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF PROGRESS,
 EO0636'8-1/2 MILES WEST OF MULESHOE, 15 MILES SOUTHEAST OF FARWELL,
 EO0636'22 MILES NORTHWEST OF SUDAN AND ON PROPERTY OWNED BY J.D. GATES, OF
 EO0636'2125 52ND STREET, LUBBOCK.  HIS TELEPHONE NUMBER IS 806-747-6711.
 EO0636'
 EO0636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND
 EO0636'84 IN MULESHOE, GO NORTHWEST ON THE HIGHWAYS FOR 2.45 MILES
 EO0636'TO FARM ROAD 1760 ON THE LEFT.  TURN LEFT AND GO WEST ON ROAD
 EO0636'1760, A PAVED ROAD, FOR 6.0 MILES TO A GRAVELED CROSSROAD.  TURN
 EO0636'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A
 EO0636'CROSSROAD, CONTINUE SOUTH FOR 0.50 MILE TO A TRACK CROSSROAD
 EO0636'AND REFERENCE MARK 4 AT THE SOUTHWEST ANGLE OF THE ROADS.  TURN
 EO0636'RIGHT AND GO WEST ON THE TRACK ROAD FOR 0.55 MILE TO THE BASE
 EO0636'OF A LOW SANDY HILL AND A DIM TRACK ROAD RIGHT.  TURN RIGHT
 EO0636'AND GO NORTHWEST ON THE DIM ROAD FOR 0.1 MILE TO THE TOP OF
 EO0636'THE HILL AND THE STATION.
 EO0636'
 EO0636'STATION MARKS ARE STANDARD DISKS, STAMPED WARREN 1934
 EO0636'1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 EO0636'CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2 INCHES ABOVE THE
 EO0636'GROUND.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 EO0636'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.  THERE ARE NO
 EO0636'LOCAL OBJECTS TO MEASURE TO.
 EO0636'
 EO0636'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WARREN NO 1 1934,
 EO0636'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EO0636'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 6 FEET LOWER
 EO0636'THAN THE STATION.  THERE ARE NO LOCAL OBJECTS.
 EO0636'
 EO0636'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED WARREN NO 3 1934
 EO0636'1974, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EO0636'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET HIGHER
 EO0636'THAN THE STATION.  THERE ARE NO LOCAL OBJECTS.
 EO0636'
 EO0636'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED WARREN 1934 NO 4
 EO0636'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EO0636'THAT PROJECTS 12 INCHES.  IT IS 34.0 FEET WEST OF THE CENTER
 EO0636'OF THE GRAVELED ROAD, 20.0 FEET SOUTH OF THE CENTER OF THE
 EO0636'TRACK ROAD AND 3.0 FEET NORTH OF A WITNESS POST.
 EO0636'
 EO0636'HEIGHT OF LIGHT ABOVE STATION MARK 73.4 FEET.
 EO0636'
 EO0636'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EO0636'5-1/2 MILES SOUTHWEST OF PROGRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1024 ***********************************************************************
 BM1024  DESIGNATION -  WARRENTON
 BM1024  PID         -  BM1024
 BM1024  STATE/COUNTY-  TX/FAYETTE
 BM1024  USGS QUAD   -  ROUND TOP (1989)
 BM1024
 BM1024                         *CURRENT SURVEY CONTROL
 BM1024  ___________________________________________________________________
 BM1024* NAD 83(1993)-  30 01 39.13364(N)    096 44 18.40792(W)     ADJUSTED  
 BM1024* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 BM1024  ___________________________________________________________________
 BM1024  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 BM1024  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BM1024
 BM1024  HORZ ORDER  -  SECOND
 BM1024
 BM1024.The horizontal coordinates were established by classical geodetic methods
 BM1024.and adjusted by the National Geodetic Survey in February 1996..
 BM1024
 BM1024.The orthometric height was scaled from a topographic map.
 BM1024
 BM1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1024
 BM1024.The geoid height was determined by GEOID03.
 BM1024
 BM1024;                    North         East     Units Scale Factor Converg.
 BM1024;SPC TXSC     - 4,245,290.420   818,121.070   MT  0.99993612   +1 06 28.7
 BM1024;SPC TXSC     -13,928,090.32  2,684,118.88   sFT  0.99993612   +1 06 28.7
 BM1024;SPC TX C     - 3,045,608.471 1,046,709.752   MT  1.00002499   +1 51 05.7
 BM1024;SPC TX C     - 9,992,133.79  3,434,080.24   sFT  1.00002499   +1 51 05.7
 BM1024;UTM  14      - 3,323,991.279   718,089.818   MT  1.00018685   +1 07 55.8
 BM1024
 BM1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1024!SPC TXSC     -   0.99998019  x   0.99993612  =   0.99991631
 BM1024!SPC TX C     -   0.99998019  x   1.00002499  =   1.00000518
 BM1024!UTM  14      -   0.99998019  x   1.00018685  =   1.00016704
 BM1024
 BM1024:                Primary Azimuth Mark                     Grid Az
 BM1024:SPC TXSC     -  SHELBY HUMBLE OIL CO RAD MAST            090 34 14.4
 BM1024:SPC TX C     -  SHELBY HUMBLE OIL CO RAD MAST            089 49 37.4
 BM1024:UTM  14      -  SHELBY HUMBLE OIL CO RAD MAST            090 32 47.3
 BM1024
 BM1024|---------------------------------------------------------------------|
 BM1024| PID    Reference Object                     Distance      Geod. Az  |
 BM1024|                                                           dddmmss.s |
 BM1024| BM1023 SHELBY HUMBLE OIL CO RAD MAST       APPROX.13.7 KM 0914043.1 |
 BM1024| CV8581 WARRENTON AZ MK                                    1063127.8 |
 BM1024| CV8582 WARRENTON RM 1                       21.794 METERS 12405     |
 BM1024| BM1025 WARRENTON ST JOHNS LUTH CH          APPROX. 1.4 KM 1650322.6 |
 BM1024| CV8583 WARRENTON RM 2                       35.503 METERS 22717     |
 BM1024|---------------------------------------------------------------------|
 BM1024
 BM1024                          SUPERSEDED SURVEY CONTROL
 BM1024
 BM1024  NAD 83(1986)-  30 01 39.15079(N)    096 44 18.39340(W) AD(       ) 2
 BM1024  NAD 27      -  30 01 38.35400(N)    096 44 17.47600(W) AD(       ) 2
 BM1024
 BM1024.Superseded values are not recommended for survey control.
 BM1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1024.See file dsdata.txt to determine how the superseded data were derived.
 BM1024
 BM1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU1809023991(NAD 83)
 BM1024_MARKER: DS = TRIANGULATION STATION DISK
 BM1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1024
 BM1024  HISTORY     - Date     Condition        Report By
 BM1024  HISTORY     - 1954     MONUMENTED       CGS
 BM1024  HISTORY     - 1956     GOOD             CGS
 BM1024
 BM1024                          STATION DESCRIPTION
 BM1024
 BM1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1024'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF WARRENTON IN
 BM1024'PASTURE LAND THAT IS ON THE PROPERTY OF P.H. SCHMIDT.
 BM1024'
 BM1024'TO REACH THE STATION FROM THE POST OFFICE IN WARRENTON, GO
 BM1024'NORTHEAST ON STATE HIGHWAY 237 FOR 0.4 MILE TO A ROAD LEFT.
 BM1024'TURN LEFT, GO 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BM1024'0.2 MILE TO A FENCE CORNER AND THE STATION ON THE LEFT.
 BM1024'
 BM1024'THE STATION MARK IS A STANDARD DISK STAMPED WARRENTON 1954.
 BM1024'IT IS SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BM1024'GROUND LEVEL.  IT IS 70 FEET EAST OF CHAS. MUESSES HOUSE,
 BM1024'27 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD, 15
 BM1024'FEET SOUTH OF A FENCE CORNER AND 9 FEET SOUTHWEST OF A WITNESS
 BM1024'POST AND A WIRE FENCE.
 BM1024'
 BM1024'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WARRENTON NO.
 BM1024'1 1954.  IT IS SET IN A CONCRETE MONUMENT THAT PROJECTS 2
 BM1024'INCHES.  IT IS 18 FEET SOUTHWEST OF THE CENTER LINE OF A
 BM1024'GRAVEL ROAD IN A FENCE LINE.
 BM1024'
 BM1024'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WARRENTON NO
 BM1024'2 1954.  IT IS SET IN A CONCRETE MONUMENT THAT PROJECTS
 BM1024'6 INCHES.  IT IS 1 FOOT SOUTHEAST OF A FENCE CORNER.
 BM1024'
 BM1024'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WARRENTON 1954.
 BM1024'IT IS SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 BM1024'IT IS 17 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVEL
 BM1024'ROAD, 2.5 FEET WEST OF A WITNESS POST AND 2 FEET NORTHWEST
 BM1024'OF A POWER LINE POLE.
 BM1024'
 BM1024'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BM1024
 BM1024                          STATION RECOVERY (1956)
 BM1024
 BM1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JPW)
 BM1024'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 BM1024'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BM1024'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1025 ***********************************************************************
 BM1025  DESIGNATION -  WARRENTON ST JOHNS LUTH CH
 BM1025  PID         -  BM1025
 BM1025  STATE/COUNTY-  TX/FAYETTE
 BM1025  USGS QUAD   -  ROUND TOP (1989)
 BM1025
 BM1025                         *CURRENT SURVEY CONTROL
 BM1025  ___________________________________________________________________
 BM1025* NAD 83(1993)-  30 00 55.56171(N)    096 44 05.04514(W)     ADJUSTED  
 BM1025* NAVD 88     -                                                        
 BM1025  ___________________________________________________________________
 BM1025  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 BM1025  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BM1025
 BM1025  HORZ ORDER  -  THIRD
 BM1025
 BM1025.The horizontal coordinates were established by classical geodetic methods
 BM1025.and adjusted by the National Geodetic Survey in February 1996..
 BM1025
 BM1025
 BM1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1025
 BM1025.The geoid height was determined by GEOID03.
 BM1025
 BM1025;                    North         East     Units Scale Factor Converg.
 BM1025;SPC TXSC     - 4,243,956.002   818,505.012   MT  0.99993359   +1 06 35.2
 BM1025;SPC TXSC     -13,923,712.32  2,685,378.53   sFT  0.99993359   +1 06 35.2
 BM1025;SPC TX C     - 3,044,279.026 1,047,111.017   MT  1.00002856   +1 51 12.6
 BM1025;SPC TX C     - 9,987,772.10  3,435,396.73   sFT  1.00002856   +1 51 12.6
 BM1025;UTM  14      - 3,322,656.684   718,474.416   MT  1.00018892   +1 08 01.0
 BM1025
 BM1025                          SUPERSEDED SURVEY CONTROL
 BM1025
 BM1025  NAD 83(1986)-  30 00 55.57882(N)    096 44 05.03067(W) AD(       ) 4
 BM1025  NAD 27      -  30 00 54.78000(N)    096 44 04.11000(W) AD(       ) 3
 BM1025
 BM1025.Superseded values are not recommended for survey control.
 BM1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1025.See file dsdata.txt to determine how the superseded data were derived.
 BM1025
 BM1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU1847422657(NAD 83)
 BM1025_MARKER: 75 = BELFRY
 BM1025
 BM1025  HISTORY     - Date     Condition        Report By
 BM1025  HISTORY     - 1954     FIRST OBSERVED   CGS
 BM1025  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 BM1025
 BM1025                          STATION DESCRIPTION
 BM1025
 BM1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1025'THE STATION IS THE ROOSTER WEATHER VANE ATOP A LARGE BALL ON THE
 BM1025'TOP OF THE BELFRY OF THE CHURCH.  IT IS LOCATED IN THE VILLAGE
 BM1025'OF WARRENTON AND ON THE WEST SIDE OF STATE HIGHWAY 237, NEAR
 BM1025'THE SOUTH EDGE OF THE VILLAGE.
 BM1025
 BM1025                          STATION RECOVERY (1991)
 BM1025
 BM1025'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 BM1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2593 ***********************************************************************
 CS2593  DESIGNATION -  WARSAW
 CS2593  PID         -  CS2593
 CS2593  STATE/COUNTY-  TX/KAUFMAN
 CS2593  USGS QUAD   -  SCURRY (1973)
 CS2593
 CS2593                         *CURRENT SURVEY CONTROL
 CS2593  ___________________________________________________________________
 CS2593* NAD 83(1993)-  32 32 10.35543(N)    096 24 16.25589(W)     ADJUSTED  
 CS2593* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 CS2593  ___________________________________________________________________
 CS2593  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CS2593  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS2593
 CS2593  HORZ ORDER  -  FIRST
 CS2593
 CS2593.The horizontal coordinates were established by classical geodetic methods
 CS2593.and adjusted by the National Geodetic Survey in February 1996..
 CS2593
 CS2593.The orthometric height was scaled from a topographic map.
 CS2593
 CS2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2593
 CS2593.The geoid height was determined by GEOID03.
 CS2593
 CS2593;                    North         East     Units Scale Factor Converg.
 CS2593;SPC TXNC     - 2,098,387.202   796,817.680   MT  0.99991281   +1 08 34.3
 CS2593;SPC TXNC     - 6,884,458.68  2,614,226.01   sFT  0.99991281   +1 08 34.3
 CS2593;UTM  14      - 3,602,843.661   743,755.317   MT  1.00033274   +1 23 47.8
 CS2593
 CS2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2593!SPC TXNC     -   0.99998311  x   0.99991281  =   0.99989592
 CS2593!UTM  14      -   0.99998311  x   1.00033274  =   1.00031585
 CS2593
 CS2593|---------------------------------------------------------------------|
 CS2593| PID    Reference Object                     Distance      Geod. Az  |
 CS2593|                                                           dddmmss.s |
 CS2593| CY3059 WARSAW RM 1                          34.351 METERS 03038     |
 CS2593| CS2590 SCURRY                              APPROX. 3.2 KM 1075751.3 |
 CS2593| CS2666 ROSSER VALLEY FARMS WATER TANK      APPROX. 9.7 KM 1985959.5 |
 CS2593| CS2669 ROSSER VALLEY FARMS ELEVATOR        APPROX. 9.7 KM 1995421.7 |
 CS2593| CY3060 WARSAW RM 2                          25.805 METERS 29925     |
 CS2593|---------------------------------------------------------------------|
 CS2593
 CS2593                          SUPERSEDED SURVEY CONTROL
 CS2593
 CS2593  NAD 83(1986)-  32 32 10.36273(N)    096 24 16.23933(W) AD(       ) 1
 CS2593  NAD 27      -  32 32 09.86800(N)    096 24 15.30100(W) AD(       ) 1
 CS2593
 CS2593.Superseded values are not recommended for survey control.
 CS2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2593.See file dsdata.txt to determine how the superseded data were derived.
 CS2593
 CS2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4375502844(NAD 83)
 CS2593_MARKER: DS = TRIANGULATION STATION DISK
 CS2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2593
 CS2593  HISTORY     - Date     Condition        Report By
 CS2593  HISTORY     - 1947     MONUMENTED       CGS
 CS2593  HISTORY     - 1960     GOOD             CGS
 CS2593  HISTORY     - 1962     SEE DESCRIPTION  USGS
 CS2593  HISTORY     - 19930609 MARK NOT FOUND   USPSQD
 CS2593
 CS2593                          STATION DESCRIPTION
 CS2593
 CS2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2593'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF SCURRY AND
 CS2593'ABOUT 6.5 MILES SOUTHWEST OF KAUFMAN AT THE NORTHWEST CORNER OF
 CS2593'A CULTIVATED FIELD.  IT IS 43 FEET EAST OF THE CENTER OF A DIRT
 CS2593'ROAD, 29 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 5 FEET
 CS2593'EAST OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 3
 CS2593'FEET.  IT IS STAMPED WARSAW 1947 AND PROJECTS 6 INCHES.
 CS2593'
 CS2593'REFERENCE MARK NO. 1 IS 133 FEET EAST OF A FENCE CORNER AND
 CS2593'1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED WARSAW
 CS2593'NO 1 1947 AND PROJECTS 6 INCHES.
 CS2593'
 CS2593'REFERENCE MARK NO. 2 IS 53 FEET NORTH OF A FENCE CORNER AND
 CS2593'19 FEET EAST OF THE CENTER OF A DIRT ROAD.  IT IS SET IN A
 CS2593'NORTH-SOUTH FENCE LINE.  IT IS STAMPED WARSAW NO 2 1947 AND
 CS2593'PROJECTS 6 INCHES.
 CS2593'
 CS2593'B M H 959 (AZIMUTH MARK) IS ABOUT 30 YARDS NORTHEAST OF A
 CS2593'FARM HOUSE, 55 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD,
 CS2593'3 FEET SOUTHEAST OF A FENCE CORNER, AND 6 INCHES WEST OF
 CS2593'A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS
 CS2593'A STANDARD USC AND GS BENCH MARK DISK SET IN THE TOP OF A
 CS2593'5-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS STAMPED
 CS2593'H 959 1946.
 CS2593'
 CS2593'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 34 AND THE MAIN
 CS2593'STREET IN SCURRY GO NORTH ON THE MAIN STREET, THRU TOWN, AND
 CS2593'CONTINUE FOR 1.0 MILE TO A FORK, TAKE LEFT FORK AND GO 1.0
 CS2593'MILE TO A SIDE ROAD LEFT.  KEEP STRAIGHT AHEAD FOR 0.1 MILE
 CS2593'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON DIRT ROAD FOR
 CS2593'0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2593'
 CS2593'A 74 FOOT SIGNAL AT KAUFMAN 3 USED IS VISIBLE AT 37 FEET
 CS2593'
 CS2593'AN 87 FOOT SIGNAL AT TALTY IS VISIBLE AT 37 FEET
 CS2593'
 CS2593'A 100 FOOT SIGNAL AT KAUFMAN IS VISIBLE AT 37 FEET.
 CS2593'
 CS2593'A 74 FOOT SIGNAL AT SCURRY IS V.G.
 CS2593'
 CS2593'AN 87 FOOT SIGNAL AT BOIS IS VISIBLE AT 37 FEET.
 CS2593'
 CS2593'A 100 FOOT SIGNAL AT ROSSER IS VISIBLE AT 37 FEET.
 CS2593'
 CS2593'A 74 FOOT SIGNAL AT TELICO IS VISIBLE AT 37 FEET.
 CS2593'
 CS2593'A 74 FOOT SIGNAL AT BRISTOL IS VISIBLE AT 37 FEET.
 CS2593'
 CS2593'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2593
 CS2593                          STATION RECOVERY (1960)
 CS2593
 CS2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2593'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CS2593'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 WAS PROBABLY
 CS2593'DUG UP WHEN F.M. RD. WAS CONSTRUCTED.  DIRECTIONS FOR PROCEEDING
 CS2593'TO THE STATION SITE ARE CORRECT.
 CS2593
 CS2593                          STATION RECOVERY (1962)
 CS2593
 CS2593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS2593'CAP FOR STATION HAS BEEN KNOCKED OFF, BUT BASE IS STILL IN
 CS2593'GROUND.
 CS2593
 CS2593                          STATION RECOVERY (1993)
 CS2593
 CS2593'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS2593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6582 ***********************************************************************
 AW6582  DESIGNATION -  WARWICK HL P 1938
 AW6582  PID         -  AW6582
 AW6582  STATE/COUNTY-  TX/HARRIS
 AW6582  USGS QUAD   -  BELLAIRE (1995)
 AW6582
 AW6582                         *CURRENT SURVEY CONTROL
 AW6582  ___________________________________________________________________
 AW6582* NAD 83(1993)-  29 43 27.95615(N)    095 23 24.88465(W)     ADJUSTED  
 AW6582* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 AW6582  ___________________________________________________________________
 AW6582  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6582  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6582
 AW6582  HORZ ORDER  -  THIRD
 AW6582
 AW6582.The horizontal coordinates were established by classical geodetic methods
 AW6582.and adjusted by the National Geodetic Survey in February 1996..
 AW6582
 AW6582.The orthometric height was scaled from a topographic map.
 AW6582
 AW6582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6582
 AW6582.The geoid height was determined by GEOID03.
 AW6582
 AW6582;                    North         East     Units Scale Factor Converg.
 AW6582;SPC TXSC     - 4,214,974.016   949,154.839   MT  0.99988627   +1 46 06.5
 AW6582;SPC TXSC     -13,828,627.25  3,114,018.83   sFT  0.99988627   +1 46 06.5
 AW6582;UTM  15      - 3,290,642.922   268,797.734   MT  1.00025959   -1 11 08.4
 AW6582
 AW6582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6582!SPC TXSC     -   1.00000178  x   0.99988627  =   0.99988805
 AW6582!UTM  15      -   1.00000178  x   1.00025959  =   1.00026137
 AW6582
 AW6582:                Primary Azimuth Mark                     Grid Az
 AW6582:SPC TXSC     -  PORT                                     074 30 48.9
 AW6582:UTM  15      -  PORT                                     077 28 03.8
 AW6582
 AW6582|---------------------------------------------------------------------|
 AW6582| PID    Reference Object                     Distance      Geod. Az  |
 AW6582|                                                           dddmmss.s |
 AW6582| AW6515 PORT                                APPROX.10.7 KM 0761655.4 |
 AW6582|---------------------------------------------------------------------|
 AW6582
 AW6582                          SUPERSEDED SURVEY CONTROL
 AW6582
 AW6582  NAD 83(1986)-  29 43 27.97046(N)    095 23 24.86569(W) AD(       ) 3
 AW6582  NAD 27      -  29 43 27.14528(N)    095 23 24.08502(W) AD(       ) 3
 AW6582
 AW6582.Superseded values are not recommended for survey control.
 AW6582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6582.See file dsdata.txt to determine how the superseded data were derived.
 AW6582
 AW6582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6879890643(NAD 83)
 AW6582_MARKER: Z = SEE DESCRIPTION
 AW6582_SETTING: 0 = UNSPECIFIED SETTING
 AW6582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6582
 AW6582  HISTORY     - Date     Condition        Report By
 AW6582  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6582  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW6582
 AW6582                          STATION DESCRIPTION
 AW6582
 AW6582'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938 (JMC)
 AW6582'STATION SINCE DESTROYED, WAS LOCATED NEAR THE NORTH CORNER
 AW6582'OF THE MAIN ROOF OF THE WARWICK HOTEL AT SOUTH MAIN AND
 AW6582'HERMANN STREETS.  THE STATION WAS SET 4.77 FEET FROM THE
 AW6582'INSIDE EDGE OF THE COPING ON THE NORTHWEST SIDE AND 4.78 FEET
 AW6582'FROM THE INSIDE EDGE OF THE COPING ON THE NORTHEAST SIDE.
 AW6582
 AW6582                          STATION RECOVERY (1993)
 AW6582
 AW6582'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1721 ***********************************************************************
 FL1721  DESIGNATION -  WASH
 FL1721  PID         -  FL1721
 FL1721  STATE/COUNTY-  TX/ARMSTRONG
 FL1721  USGS QUAD   -  CLAUDE NE (1983)
 FL1721
 FL1721                         *CURRENT SURVEY CONTROL
 FL1721  ___________________________________________________________________
 FL1721* NAD 83(1993)-  35 08 54.78863(N)    101 21 49.29420(W)     ADJUSTED  
 FL1721* NAVD 88     -      1043.     (meters)    3422.     (feet)  SCALED    
 FL1721  ___________________________________________________________________
 FL1721  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FL1721  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1721
 FL1721  HORZ ORDER  -  SECOND
 FL1721
 FL1721.The horizontal coordinates were established by classical geodetic methods
 FL1721.and adjusted by the National Geodetic Survey in February 1996..
 FL1721
 FL1721.The orthometric height was scaled from a topographic map.
 FL1721
 FL1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1721
 FL1721.The geoid height was determined by GEOID03.
 FL1721
 FL1721;                    North         East     Units Scale Factor Converg.
 FL1721;SPC TX N     - 1,127,425.159   212,419.727   MT  0.99992186   +0 04 44.4
 FL1721;SPC TX N     - 3,698,894.04    696,913.72   sFT  0.99992186   +0 04 44.4
 FL1721;UTM  14      - 3,892,074.955   284,678.893   MT  1.00017142   -1 21 40.7
 FL1721
 FL1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1721!SPC TX N     -   0.99984039  x   0.99992186  =   0.99976226
 FL1721!UTM  14      -   0.99984039  x   1.00017142  =   1.00001178
 FL1721
 FL1721|---------------------------------------------------------------------|
 FL1721| PID    Reference Object                     Distance      Geod. Az  |
 FL1721|                                                           dddmmss.s |
 FL1721| CJ9238 WASH RM 1                            25.102 METERS 00528     |
 FL1721| CJ9240 WASH RM 3                            26.989 METERS 00533     |
 FL1721| FL1728 CLAUDE MUNICIPAL TANK               APPROX. 4.0 KM 1725909.5 |
 FL1721| CJ9239 WASH RM 2                            30.587 METERS 28807     |
 FL1721| CJ9237 WASH AZ MK 2                                       3580232.7 |
 FL1721|---------------------------------------------------------------------|
 FL1721
 FL1721                          SUPERSEDED SURVEY CONTROL
 FL1721
 FL1721  NAD 83(1993)-  35 08 54.79300(N)    101 21 49.29100(W) AD(       ) 2
 FL1721  NAD 83(1986)-  35 08 54.79514(N)    101 21 49.28557(W) AD(       ) 2
 FL1721  NAD 27      -  35 08 54.61200(N)    101 21 47.68900(W) AD(       ) 2
 FL1721
 FL1721.Superseded values are not recommended for survey control.
 FL1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1721.See file dsdata.txt to determine how the superseded data were derived.
 FL1721
 FL1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8467992075(NAD 83)
 FL1721_MARKER: DS = TRIANGULATION STATION DISK
 FL1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1721
 FL1721  HISTORY     - Date     Condition        Report By
 FL1721  HISTORY     - 1951     MONUMENTED       CGS
 FL1721  HISTORY     - 1960     GOOD             CGS
 FL1721  HISTORY     - 1963     GOOD             CGS
 FL1721  HISTORY     - 1968     GOOD             CGS
 FL1721
 FL1721                          STATION DESCRIPTION
 FL1721
 FL1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1721'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY
 FL1721'117.  IT IS ABOUT 2-1/2 MILES AIRLINE NORTH OF CLAUDE, ABOUT
 FL1721'4-1/2 MILES AIRLINE SOUTH-SOUTHEAST OF CONWAY, AND ABOUT 8
 FL1721'MILES AIRLINE WEST-SOUTHWEST OF LARK.
 FL1721'
 FL1721'THE STATION IS 20-1/2 FEET SOUTH OF A FENCE CORNER, 51 FEET
 FL1721'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 3-1/2 FEET WEST
 FL1721'OF A WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FL1721'10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE
 FL1721'DISK IS STAMPED--WASH 1951.
 FL1721'
 FL1721'REFERENCE MARK NUMBER ONE IS 60 FEET EAST OF THE CENTER LINE
 FL1721'OF THE HIGHWAY, AND 2-1/2 FEET SOUTHWEST OF A FENCE CORNER.
 FL1721'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1721'POST THAT PROJECTS 3 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1721'AS THE STATION.  THE DISK IS STAMPED--WASH NO 1 1951.
 FL1721'
 FL1721'REFERENCE MARK NUMBER TWO IS 43 FEET WEST OF THE CENTER LINE
 FL1721'OF THE HIGHWAY, AND 2 FEET EAST OF A FENCE CORNER.  IT IS A
 FL1721'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1721'POST THAT PROJECTS 4 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE
 FL1721'STATION.  THE DISK IS STAMPED--WASH NO 2 1951.
 FL1721'
 FL1721'THE AZIMUTH MARK IS 52 FEET WEST OF THE CENTER LINE OF THE
 FL1721'HIGHWAY, AND 2 FEET EAST OF A WIRE FENCE.  IT IS A STANDARD
 FL1721'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1721'PROJECTS 4 INCHES.  THE DISK IS STAMPED--WASH 1951.  TO REACH
 FL1721'THE MARK FROM THE STATION GO NORTH ON STATE HIGHWAY 117 FOR
 FL1721'0.8 MILE TO THE MARK ON THE LEFT.
 FL1721'
 FL1721'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117
 FL1721'AND U.S. HIGHWAY 66 IN CONWAY GO EAST ON U.S. HIGHWAY 66 FOR
 FL1721'0.9 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT AND TRAVEL SOUTH
 FL1721'ON STATE HIGHWAY 117 FOR 4.0 MILES TO THE STATION ON THE LEFT.
 FL1721'
 FL1721'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 FL1721
 FL1721                          STATION RECOVERY (1960)
 FL1721
 FL1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 FL1721'THIS STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN
 FL1721'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND PULLED
 FL1721'OUT OF THE GROUND AND IS LOST.
 FL1721
 FL1721                          STATION RECOVERY (1963)
 FL1721
 FL1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FAK)
 FL1721'THE STATION MARK, REFERENCE MARK NO 2 WERE RECOVERED IN GOOD
 FL1721'CONDITION.  REFERENCE MARK NO 1 HAS BEEN HIT BY AN IMPLEMENT
 FL1721'AND IS TILTED OUT OF PLACE.  THE AZIMUTH MARK WAS SEARCHED FOR
 FL1721'BUT COULD NOT BE FOUND, IT IS BELEIVED TO HAVE BEEN DESTROYED.
 FL1721'
 FL1721'THE OLD TO REACH IS GOOD.
 FL1721
 FL1721                          STATION RECOVERY (1968)
 FL1721
 FL1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FL1721'THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND TO BE
 FL1721'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 FL1721'FOUND TO BE DESTROYED.  ONE NEW REFERENCE MARK AND A NEW
 FL1721'AZIMUTH MARK WERE SET.  A COMPLETE DESCRIPTION FOLLOWS--THE
 FL1721'STATION IS 2-1/2 MILES NORTH OF CLAUDE, ALONG THE EAST
 FL1721'RIGHT-OF-WAY OF STATE HIGHWAY 207, AND IN THE SOUTHEAST ANGLE OF A
 FL1721'CROSSROAD.
 FL1721'
 FL1721'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 207
 FL1721'AND U.S. HIGHWAY 287 IN CLAUDE, GO NORTH ON STATE HIGHWAY 207
 FL1721'FOR 2.5 MILES TO CROSSROADS AND STATION.  CONTINUE NORTH ON
 FL1721'THE HIGHWAY 0.7 MILE TO AZIMUTH MARK ON THE LEFT.
 FL1721'
 FL1721'STATION MARK, A STANDARD DISK, STAMPED WASH 1951, IS SET IN
 FL1721'A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 FL1721'IT IS 52 FEET EAST OF THE CENTER LINE OF HIGHWAY, 55 FEET
 FL1721'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 76 FEET SOUTHEAST
 FL1721'OF THE INTERSECTION OF ROADS, AND 21 FEET SOUTH OF A CORNER
 FL1721'FENCE POST.
 FL1721'
 FL1721'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED WASH NO 2 1951,
 FL1721'IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 FL1721'OF GROUND.  IT IS 43.5 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 FL1721'26 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, AND
 FL1721'2 FEET EAST OF A CORNER FENCE POST.
 FL1721'
 FL1721'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED WASH 1951 NO
 FL1721'3 1968, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 FL1721'4 INCHES ABOVE THE GROUND.  IT IS 62 FEET EAST OF THE CENTER
 FL1721'LINE OF HIGHWAY, 33 FEET NORTH OF THE EAST-WEST ROAD, 6 FEET
 FL1721'SOUTHEAST OF A POWER LINE POLE, 4 FEET NORTH OF A CORNER FENCE
 FL1721'POST, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 FL1721'
 FL1721'AZIMUTH MARK, A STANDARD DISK, STAMPED WASH 1951 1968, IS
 FL1721'CEMENTED IN A DRILL HOLE IN THE WEST END OF A CONCRETE CULVERT
 FL1721'UNDER STATE HIGHWAY 207.  IT IS AT THE SOUTH END OF HEADWALL,
 FL1721'19 FEET WEST OF THE CENTER LINE OF HIGHWAY, 32 FEET EAST OF
 FL1721'A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION
 FL1721'702 + 44.
 FL1721'
 FL1721'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 FL1721'
 FL1721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 FL1721'NORTH OF CLAUDE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0620 ***********************************************************************
 AO0620  DESIGNATION -  WASHBURN
 AO0620  PID         -  AO0620
 AO0620  STATE/COUNTY-  TX/LA SALLE
 AO0620  USGS QUAD   -  THE WHITE KITCHEN (1969)
 AO0620
 AO0620                         *CURRENT SURVEY CONTROL
 AO0620  ___________________________________________________________________
 AO0620* NAD 83(1993)-  28 16 12.15012(N)    098 54 22.14689(W)     ADJUSTED  
 AO0620* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 AO0620  ___________________________________________________________________
 AO0620  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AO0620  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AO0620
 AO0620  HORZ ORDER  -  FIRST
 AO0620
 AO0620.The horizontal coordinates were established by classical geodetic methods
 AO0620.and adjusted by the National Geodetic Survey in February 1996..
 AO0620
 AO0620.The orthometric height was scaled from a topographic map.
 AO0620
 AO0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0620
 AO0620.The geoid height was determined by GEOID03.
 AO0620
 AO0620;                    North         East     Units Scale Factor Converg.
 AO0620;SPC TXSC     - 4,048,405.362   609,208.275   MT  1.00003445   +0 02 45.5
 AO0620;SPC TXSC     -13,282,143.26  1,998,710.82   sFT  1.00003445   +0 02 45.5
 AO0620;UTM  14      - 3,127,120.432   509,204.278   MT  0.99960105   +0 02 40.0
 AO0620
 AO0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0620!SPC TXSC     -   0.99998150  x   1.00003445  =   1.00001595
 AO0620!UTM  14      -   0.99998150  x   0.99960105  =   0.99958256
 AO0620
 AO0620|---------------------------------------------------------------------|
 AO0620| PID    Reference Object                     Distance      Geod. Az  |
 AO0620|                                                           dddmmss.s |
 AO0620| CV5750 WASHBURN RM 1                        28.840 METERS 01945     |
 AO0620| CV5751 WASHBURN RM 2                        25.913 METERS 23634     |
 AO0620| CV5749 WASHBURN AZ MK                                     2775416.7 |
 AO0620|---------------------------------------------------------------------|
 AO0620
 AO0620                          SUPERSEDED SURVEY CONTROL
 AO0620
 AO0620  NAD 83(1986)-  28 16 12.15192(N)    098 54 22.12262(W) AD(       ) 1
 AO0620  NAD 27      -  28 16 11.14600(N)    098 54 21.03600(W) AD(       ) 1
 AO0620
 AO0620.Superseded values are not recommended for survey control.
 AO0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0620.See file dsdata.txt to determine how the superseded data were derived.
 AO0620
 AO0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS0920427120(NAD 83)
 AO0620_MARKER: DS = TRIANGULATION STATION DISK
 AO0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0620
 AO0620  HISTORY     - Date     Condition        Report By
 AO0620  HISTORY     - 1935     MONUMENTED       CGS
 AO0620  HISTORY     - 1953     GOOD             CGS
 AO0620
 AO0620                          STATION DESCRIPTION
 AO0620
 AO0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0620'STATION IS ON PROPERTY OF WASHBURN PLACE, 22.75 MILES ESE
 AO0620'OF COTULLA, 14.5 MILES SSE OF LOS ANGELES, ON TOP OF A FLAT
 AO0620'RIDGE, 0.1 MILE N OF PASTURE ROAD.
 AO0620'
 AO0620'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0620'BRONZE DISKS SET IN CONCRETE.
 AO0620'
 AO0620'REFERENCE MARK NO. 1 IS NE OF STATION.
 AO0620'
 AO0620'REFERENCE MARK NO. 2 IS NW OF STATION.
 AO0620'
 AO0620'AZIMUTH MARK IS 0.45 MILE W OF STATION ON N SIDE OF PASTURE
 AO0620'TRAIL.  TO REACH FROM STATION GO S FOR 0.1 MILE TO PASTURE
 AO0620'ROAD, THENCE RIGHT (W) FOR 0.4 MILE TO MARK ON RIGHT.
 AO0620'
 AO0620'TO REACH FROM RAILROAD DEPOT IN LOS ANGELES, GO ESE ALONG
 AO0620'RAILROAD FOR 0.25 MILE TO LARGE WHITE HOUSE, THENCE RIGHT
 AO0620'(S) FOR 8.35 MILES TO CHURCH, THENCE LEFT (W) FOR 1.0 MILE.
 AO0620'TURN RIGHT (S) THROUGH GATE FOR 4.1 MILES TO CROSS ROAD,
 AO0620'THENCE LEFT (E) FOR 1.0 MILE TO CROSS ROAD.  TURN RIGHT
 AO0620'(S) 1.15 MILES (0.15 MILE AFTER PASSING GATE) TO FORK, TAKE
 AO0620'LEFT FORK FOR 0.9 MILE, THENCE LEFT (JUST BEFORE REACHING
 AO0620'GATE) FOR 0.5 MILE, TAKE LEFT FORK AFTER PASSING GATE FOR
 AO0620'0.25 MILE, THENCE ON EITHER FORK FOR 2.05 MILES, THENCE
 AO0620'ON LEFT FORK FOR 1.3 MILES TO TOP OF GRADE, THENCE LEFT (N)
 AO0620'ON DIM TRAIL FOR 0.1 MILE TO STATION.
 AO0620'
 AO0620'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0620
 AO0620                          STATION RECOVERY (1953)
 AO0620
 AO0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0620'THE STATION MARK, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE
 AO0620'FOUND IN GOOD CONDITION.  A DOUBLE CHECK WAS MADE IN THE
 AO0620'MEASUREMENTS OF THE MARKS AND THE OLD MEASUREMENTS WERE
 AO0620'FOUND TO BE IN ERROR, AN ERROR OF 100 DEG WAS FOUND IN THE
 AO0620'DIRECTION TO REFERENCE MARK NO. 1.
 AO0620'
 AO0620'DUE TO ROAD CHANGES A NEW AND COMPLETE DESCRIPTION TO REACH
 AO0620'THE STATION FOLLOWS.
 AO0620'
 AO0620'TO REACH THE STATION FROM THE RAILROAD STATION IN FOWLERTON,
 AO0620'GO EAST ALONG THE SOUTH SIDE OF RAILROAD TRACKS FOR 0.15
 AO0620'MILE TO A T-ROAD, TURN RIGHT, SOUTH FOR 0.75 MILE TO CROSSROADS,
 AO0620'TURN RIGHT AND FOLLOW GRADED DIRT ROAD FOR 16.3 MILES TO
 AO0620'A RED GATE ON THE RIGHT AND SIGN CAMERON RANCH.  TURN RIGHT
 AO0620'PASSING THROUGH GATE AND GO 0.5 MILE TO THE RANCH BUILDINGS,
 AO0620'CONTINUE WEST FOR 0.2 MILE TO GATE, PASS THROUGH GATE AND
 AO0620'CONTINUE 2.8 MILES PASSING AROUND THE SOUTH EDGE OF LARGE
 AO0620'DIRT RESERVOIR TO A GATE ON THE RIGHT, TURN RIGHT THROUGH
 AO0620'GATE AND GO 0.85 MILE TO GATE ON LEFT, TURN LEFT AND
 AO0620'CONTINUE FOR 2.7 MILE TO GATE ON RIGHT JUST BEFOR REACHING
 AO0620'LOADING PENS, TURN RIGHT THROUGH GATE AND GO 0.25 MILE
 AO0620'TO WHERE MAIN TRAVELED ROAD TURNS RIGHT, AT THIS POINT
 AO0620'CONTINUE STRAIGHT AHEAD ACROSS SMALL WASH AND FOLLOW ALONG
 AO0620'FENCE FOR 1.9 MILES TO GATE ON LEFT, TURN LEFT THROUGH GATE
 AO0620'AND GO 0.7 MILE TO TOP OF HILL.* FROM THIS POINT TURN
 AO0620'RIGHT, NORTH AND GO 0.1 MILE TO STATION.
 AO0620'
 AO0620'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE WEST
 AO0620'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1769 ***********************************************************************
 FL1769  DESIGNATION -  WASHBURN
 FL1769  PID         -  FL1769
 FL1769  STATE/COUNTY-  TX/ARMSTRONG
 FL1769  USGS QUAD   -  WASHBURN (1973)
 FL1769
 FL1769                         *CURRENT SURVEY CONTROL
 FL1769  ___________________________________________________________________
 FL1769* NAD 83(1993)-  35 10 58.81324(N)    101 34 16.21463(W)     ADJUSTED  
 FL1769* NAVD 88     -      1078.6    (meters)    3539.     (feet)  VERTCON   
 FL1769  ___________________________________________________________________
 FL1769  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FL1769  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL1769
 FL1769  HORZ ORDER  -  FIRST
 FL1769
 FL1769.The horizontal coordinates were established by classical geodetic methods
 FL1769.and adjusted by the National Geodetic Survey in February 1996..
 FL1769
 FL1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1769
 FL1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1769
 FL1769.The geoid height was determined by GEOID03.
 FL1769
 FL1769;                    North         East     Units Scale Factor Converg.
 FL1769;SPC TX N     - 1,131,240.777   193,517.977   MT  0.99991923   -0 02 28.5
 FL1769;SPC TX N     - 3,711,412.45    634,900.23   sFT  0.99991923   -0 02 28.5
 FL1769;UTM  14      - 3,896,365.858   265,873.359   MT  1.00027560   -1 28 55.8
 FL1769
 FL1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1769!SPC TX N     -   0.99983485  x   0.99991923  =   0.99975410
 FL1769!UTM  14      -   0.99983485  x   1.00027560  =   1.00011041
 FL1769
 FL1769|---------------------------------------------------------------------|
 FL1769| PID    Reference Object                     Distance      Geod. Az  |
 FL1769|                                                           dddmmss.s |
 FL1769| CJ9243 WASHBURN RM 2                        19.890 METERS 00852     |
 FL1769| CJ9245 WASHBURN RM 4                       137.800 METERS 08259     |
 FL1769| CJ9242 WASHBURN RM 1                       100.040 METERS 08638     |
 FL1769| FL1725 CLAUDE COURTHOUSE                   APPROX.21.0 KM 1125138.8 |
 FL1769| FL1724 CLAUDE ME CHURCH SPIRE              APPROX.20.9 KM 1134312.8 |
 FL1769| CJ9241 WASHBURN AZ MK                                     1824826.1 |
 FL1769| FL1771 WASHBURN GRAIN ELEVATOR             APPROX. 0.7 KM 2215626.6 |
 FL1769| FL1798 AMARILLO POST OFFICE                APPROX.24.3 KM 2761838.1 |
 FL1769| FL1797 AMARILLO WATER TANK                 APPROX.24.2 KM 2773222.9 |
 FL1769| FL1780 ENGLISH FIELD S SIDE S SPIPE        APPROX.11.1 KM 2963221.3 |
 FL1769| FL1784 ENGLISH FIELD N SIDE W SPIPE        APPROX.11.3 KM 3090348.8 |
 FL1769| CJ9244 WASHBURN RM 3                       121.313 METERS 35847     |
 FL1769|---------------------------------------------------------------------|
 FL1769
 FL1769                          SUPERSEDED SURVEY CONTROL
 FL1769
 FL1769  NAD 83(1993)-  35 10 58.81942(N)    101 34 16.20879(W) AD(       ) 1
 FL1769  NAD 83(1986)-  35 10 58.82013(N)    101 34 16.20589(W) AD(       ) 1
 FL1769  NAD 27      -  35 10 58.63200(N)    101 34 14.57500(W) AD(       ) 1
 FL1769  NGVD 29 (07/19/86) 1078.1    (m)         3537.     (f) VERT ANG       
 FL1769
 FL1769.Superseded values are not recommended for survey control.
 FL1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1769.See file dsdata.txt to determine how the superseded data were derived.
 FL1769
 FL1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6587396366(NAD 83)
 FL1769_MARKER: DS = TRIANGULATION STATION DISK
 FL1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1769
 FL1769  HISTORY     - Date     Condition        Report By
 FL1769  HISTORY     - 1921     MONUMENTED       CGS
 FL1769  HISTORY     - 1938     GOOD             TXHD
 FL1769  HISTORY     - 1951     GOOD             CGS
 FL1769  HISTORY     - 1956     MARK NOT FOUND   USGS
 FL1769  HISTORY     - 1961     GOOD             CGS
 FL1769  HISTORY     - 1964     GOOD             CGS
 FL1769
 FL1769                          STATION DESCRIPTION
 FL1769
 FL1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1769'STATION IS ABOUT 1/2 MILE NE OF THE WASHBURN RAILWAY STATION
 FL1769'ON THE FORT WORTH AND DENVER CITY RAILWAY, ON THE N SIDE OF
 FL1769'WASHBURN TOWNSITE, 22 METERS (72 FEET) S OF AN E-W FENCE
 FL1769'LINE, AND 102 METERS (335 FEET) W OF A N-S FENCE LINE.
 FL1769'
 FL1769'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FL1769'DISKS SET IN CONCRETE.
 FL1769'
 FL1769'REFERENCE MARK NO. 1 IS 100.04 METERS (328.2 FEET) FROM THE
 FL1769'STATION, N 86 DEG 37 MIN E.
 FL1769'
 FL1769'REFERENCE MARK NO. 2 IS 19.89 METERS (65.3 FEET) FROM STATION,
 FL1769'N 08 DEG 51 MIN E.
 FL1769
 FL1769                          STATION RECOVERY (1938)
 FL1769
 FL1769'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FL1769'ALL MARKS RECOVERED IN GOOD CONDITION.
 FL1769'
 FL1769'THE ORIGINAL DESCRIPTION IS GENERALLY GOOD, BUT SINCE THE
 FL1769'FENCES HAVE BEEN MOVED, THE FOLLOWING DIRECTIONS ARE OFFERED--
 FL1769'
 FL1769'TO REACH FROM RAILWAY STATION IN WASHBURN, GO E ALONG U.S.
 FL1769'HIGHWAY 370 FOR 0.45 MILE AND TURN N ACROSS FORT WORTH AND
 FL1769'DENVER CITY RAILWAY TRACKS, 0.05 MILE TO A T-FENCE INTERSECTION
 FL1769'AND TWO WIRE GATES, ONE ON EITHER SIDE OF THE BASE OF THE T.
 FL1769'PASS THROUGH GATE ON E AND DRIVE N THROUGH FIELD ALONG E SIDE
 FL1769'OF N-S FENCE 0.45 MILE TO A POINT WHERE THIS FENCE IS
 FL1769'INTERSECTED BY AN E-W FENCE.  STATION IS APPROXIMATELY 450 FEET
 FL1769'W ALONG THIS E-W FENCE.
 FL1769
 FL1769                          STATION RECOVERY (1951)
 FL1769
 FL1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1769'STATION WAS RECOVERED AND THE SURFACE STATION MARK, REFERENCE
 FL1769'MARK NUMBER 1 AND REFERENCE MARK NUMBER 2 HAVE BEEN DESTROYED.
 FL1769'THE STATION MARK WAS RESET DIRECTLY OVER THE UNDERGROUND STATION
 FL1769'MARK AND TWO NEW REFERENCE MARKS WERE ESTABLISHED NUMBERED
 FL1769'3 AND 4.  AN AZIMUTH MARK WAS ALSO ESTABLISHED.  A COMPLETE
 FL1769'DESCRIPTION FOLLOWS.
 FL1769'
 FL1769'STATION IS LOCATED, AIRLINE, ABOUT 15 MILES EAST OF AMARILLO,
 FL1769'1/2 MILE NORTHEAST OF THE WASHBURN RAILROAD STATION, AND IN
 FL1769'A CULTIVATED FIELD MANAGED BY MR. O.T. PFEIFFER WHO LIVES
 FL1769'ABOUT 1/2 MILE WEST NORTHWEST OF THE STATION.
 FL1769'
 FL1769'STATION MARK, STAMPED WASHBURN 1921, IS A STANDARD DISK SET
 FL1769'IN THE TOP OF A CIRCULAR CONCRETE POST 12 INCHES IN DIAMETER
 FL1769'AND 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 335
 FL1769'FEET WEST OF A NORTH-SOUTH FENCE LINE AND 398 FEET SOUTH
 FL1769'OF AN EAST-WEST FENCE LINE.
 FL1769'
 FL1769'REFERENCE MARK NUMBER 3, STAMPED WASHBURN NO 3 1921 1951,
 FL1769'IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FL1769'POST THAT PROJECTS 4 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1769'AS THE STATION MARK.  IT IS 18 INCHES SOUTH OF AN EAST-WEST
 FL1769'FENCE LINE.
 FL1769'
 FL1769'REFERENCE MARK NUMBER 4, STAMPED WASHBURN NO 4 1921 1951,
 FL1769'IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FL1769'POST THAT PROJECTS 4 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1769'AS THE STATION MARK.  IT IS 12 INCHES WEST OF THE NORTH-SOUTH
 FL1769'FENCE LINE.
 FL1769'
 FL1769'AZIMUTH MARK, STAMPED WASHBURN 1921 1951, IS A STANDARD
 FL1769'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1769'PROJECTS 5 INCHES.  TO REACH FROM THE STATION, GO SOUTH SOUTHEAST
 FL1769'FOR 0.1 MILE TO A GATE AT THE FENCE CORNER.  PASS THROUGH
 FL1769'GATE AND CONTINUE ON FARM ROAD FOR 0.4 MILE TO THE HIGHWAY.
 FL1769'TURN RIGHT ON THE HIGHWAY AND GO 0.15 MILE TO THE AZIMUTH
 FL1769'MARK ON THE LEFT.  IT IS 50 FEET SOUTH OF THE CENTERLINE
 FL1769'OF THE HIGHWAY AND 4 FEET WEST OF A POWERLINE POLE.
 FL1769'
 FL1769'THE STATION IS REACHED AS FOLLOWS--FROM THE COURTHOUSE IN
 FL1769'AMARILLO GO SOUTH ON U.S. HIGHWAY 287 FOR 0.35 MILE.  TURN
 FL1769'LEFT, EAST, AND CONTINUE ON U.S. HIGHWAY 287 FOR 16.6 MILES
 FL1769'TO THE U.S. POST OFFICE AT WASHBURN.  CONTINUE ON THE HIGHWAY
 FL1769'FOR 0.05 MILE.  TURN LEFT ON TRACK ROAD ACROSS RAILROAD TRACKS
 FL1769'AND GO NORTHERLY FOR 0.45 MILE TO A BUNGALOW HOUSE.  STATION
 FL1769'IS IN THE FIELD ABOUT 300 YARDS NORTHEAST OF THE HOUSE.
 FL1769
 FL1769                          STATION RECOVERY (1956)
 FL1769
 FL1769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FL1769'STATION SEARCHED FOR AND NOT FOUND.  REFERENCE MARKS NO. 3
 FL1769'AND 4 FOUND.  ACCORDING TO DIRECTIONS FROM REFERENCE MARKERS
 FL1769'STATION FELL IN A CLEAR FIELD.  STATION PROBABLY DESTROYED.
 FL1769'DID NOT SEARCH FOR UNDERGROUND MARK.
 FL1769
 FL1769                          STATION RECOVERY (1961)
 FL1769
 FL1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 FL1769'THIS STATION, THE AZIMUTH MARK AND TWO REFERENCE MARKS WERE
 FL1769'RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.R.H., 1951.
 FL1769'
 FL1769'DUE TO NEW HIGHWAY CONSTRUCTION A NEW AZIMUTH MARK WAS SET,
 FL1769'IN THE EXA EXACT LINE OF THE ORIGINAL MARK TO THE STATION
 FL1769'AND ABOUT 100 FEET NEARER THE STATION.  THE MARK IS NOW IN
 FL1769'THE NORTH RIGHT-OF-WAY LINE OF THE HIGHWAY, 13 YARDS WEST OF
 FL1769'THE WEST END OF THE SCALES AT A SMALL ELEVATOR, BETWEEN A
 FL1769'4 X 4 WITNESS POST AND A TELEGRAPH POLE.  IT IS ABOUT 30
 FL1769'YARDS SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS.  A
 FL1769'STANDARD DISK STAMPED WASHBURN 1921 1951 RESET 1961 IN A
 FL1769'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.  THE 1951
 FL1769'AZIMUTH MARK WAS DESTROYED.
 FL1769'
 FL1769'REFERENCE MARK NO. 3 IS NOW IN AN OPEN FIELD ALONG THE ROUTE
 FL1769'OF AN EAST-WEST FENCE LINE WHICH HAS BEEN REMOVED.
 FL1769
 FL1769                          STATION RECOVERY (1964)
 FL1769
 FL1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1769'THE STATION, R.M. 4 AND AZIMUTH MARK RECOVERED AS DESCRIBED
 FL1769'IN GOOD CONDITION.
 FL1769'
 FL1769'R.M. 3 WAS NOT SEARCHED FOR BUT IS BELIEVED INTACT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1771 ***********************************************************************
 FL1771  DESIGNATION -  WASHBURN GRAIN ELEVATOR
 FL1771  PID         -  FL1771
 FL1771  STATE/COUNTY-  TX/ARMSTRONG
 FL1771  USGS QUAD   -  WASHBURN (1973)
 FL1771
 FL1771                         *CURRENT SURVEY CONTROL
 FL1771  ___________________________________________________________________
 FL1771* NAD 83(1993)-  35 10 42.05777(N)    101 34 34.55105(W)     ADJUSTED  
 FL1771* NAVD 88     -                                                        
 FL1771  ___________________________________________________________________
 FL1771  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FL1771  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL1771
 FL1771  HORZ ORDER  -  THIRD
 FL1771
 FL1771.The horizontal coordinates were established by classical geodetic methods
 FL1771.and adjusted by the National Geodetic Survey in February 1996..
 FL1771
 FL1771
 FL1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1771
 FL1771.The geoid height was determined by GEOID03.
 FL1771
 FL1771;                    North         East     Units Scale Factor Converg.
 FL1771;SPC TX N     - 1,130,724.799   193,053.682   MT  0.99991957   -0 02 39.1
 FL1771;SPC TX N     - 3,709,719.61    633,376.96   sFT  0.99991957   -0 02 39.1
 FL1771;UTM  14      - 3,895,861.537   265,396.066   MT  1.00027836   -1 29 05.7
 FL1771
 FL1771                          SUPERSEDED SURVEY CONTROL
 FL1771
 FL1771  NAD 83(1993)-  35 10 42.06499(N)    101 34 34.54419(W) AD(       ) 4
 FL1771  NAD 83(1986)-  35 10 42.06481(N)    101 34 34.54184(W) AD(       ) 4
 FL1771  NAD 27      -  35 10 41.87500(N)    101 34 32.91200(W) AD(       ) 3
 FL1771
 FL1771.Superseded values are not recommended for survey control.
 FL1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1771.See file dsdata.txt to determine how the superseded data were derived.
 FL1771
 FL1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6539695862(NAD 83)
 FL1771_MARKER: 65 = GRAIN ELEVATOR
 FL1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1771+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 FL1771
 FL1771  HISTORY     - Date     Condition        Report By
 FL1771  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1771  HISTORY     - 20040806 GOOD             USPSQD
 FL1771
 FL1771                          STATION DESCRIPTION
 FL1771
 FL1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1771'THE STATION IS LOCATED AT THE RAILROAD SIDING OF WASHBURN,
 FL1771'WHICH IS ABOUT 15 MILES EAST SOUTHEAST OF AMARILLO, AND ABOUT
 FL1771'150 FEET NORTH U.S. HIGHWAY 287.
 FL1771'
 FL1771'THE ELEVATOR IS CONSTRUCTED OF REINFORCED CONCRETE AND IS ON
 FL1771'THE NORTH SIDE OF THE RAILROAD TRACKS.  THE CENTER OF THE TOP
 FL1771'OF ELEVATOR WAS THE POINT INTERSECTED.
 FL1771
 FL1771                          STATION RECOVERY (2004)
 FL1771
 FL1771'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FL1771'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0981 ***********************************************************************
 BM0981  DESIGNATION -  WASHINGTON EVAN LUTH CH SPIRE
 BM0981  PID         -  BM0981
 BM0981  STATE/COUNTY-  TX/WASHINGTON
 BM0981  USGS QUAD   -  WASHINGTON (1988)
 BM0981
 BM0981                         *CURRENT SURVEY CONTROL
 BM0981  ___________________________________________________________________
 BM0981* NAD 83(1993)-  30 17 15.78572(N)    096 09 59.36453(W)     ADJUSTED  
 BM0981* NAVD 88     -                                                        
 BM0981  ___________________________________________________________________
 BM0981  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BM0981  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BM0981
 BM0981  HORZ ORDER  -  THIRD
 BM0981
 BM0981.The horizontal coordinates were established by classical geodetic methods
 BM0981.and adjusted by the National Geodetic Survey in February 1996..
 BM0981
 BM0981
 BM0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0981
 BM0981.The geoid height was determined by GEOID03.
 BM0981
 BM0981;                    North         East     Units Scale Factor Converg.
 BM0981;SPC TX C     - 3,076,354.755 1,100,768.102   MT  0.99995874   +2 08 46.2
 BM0981;SPC TX C     -10,093,007.23  3,611,436.68   sFT  0.99995874   +2 08 46.2
 BM0981;SPC TXSC     - 4,275,325.014   872,576.408   MT  1.00000127   +1 23 17.4
 BM0981;SPC TXSC     -14,026,628.82  2,862,777.77   sFT  1.00000127   +1 23 17.4
 BM0981;UTM  14      - 3,354,068.236   772,548.666   MT  1.00051653   +1 25 47.8
 BM0981
 BM0981                          SUPERSEDED SURVEY CONTROL
 BM0981
 BM0981  NAD 83(1986)-  30 17 15.80000(N)    096 09 59.34726(W) AD(       ) 4
 BM0981  NAD 27      -  30 17 15.04000(N)    096 09 58.49600(W) AD(       ) 3
 BM0981
 BM0981.Superseded values are not recommended for survey control.
 BM0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0981.See file dsdata.txt to determine how the superseded data were derived.
 BM0981
 BM0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7254954068(NAD 83)
 BM0981_MARKER: 90 = CHURCH SPIRE
 BM0981
 BM0981  HISTORY     - Date     Condition        Report By
 BM0981  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0981  HISTORY     - 1954     GOOD             CGS
 BM0981  HISTORY     - 19991010 GOOD             USPSQD
 BM0981
 BM0981                          STATION DESCRIPTION
 BM0981
 BM0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0981'THIS STATION IS THE BASE OF THE CROSS ON THE TOP OF THE
 BM0981'SPIRE ON THE LUTHERAN EVANGELICAL CHURCH AT WASHINGTON.  THE
 BM0981'CHURCH IS A WOODEN STRUCTURE WITH SPIRE OVER FRONT CENTER.
 BM0981'THE SPIRE IS OCTAGONAL SHAPED WITH ROUNDED TIP AND CROSS.  IT
 BM0981'IS APPROXIMATELY 75 FEET HIGH AND IS VERY PROMINENT.  THE
 BM0981'BUILDING WAS BUILT IN 1911.
 BM0981'
 BM0981'THE CHURCH IS AT A T-ROAD AND IS ACROSS THE ROAD FROM THE BROWNS
 BM0981'PRAIRIE DISTRICT SCHOOL NO. 42, 0.6 MILE SSE OF TRIANGULATION
 BM0981'STATION LOHMEYER.
 BM0981
 BM0981                          STATION RECOVERY (1954)
 BM0981
 BM0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0981'STATION RECOVERED AS PREVIOUSLY DESCRIBED.  THE STATION IS
 BM0981'SHOWN AS FRIEDENS EVANGELICAL AND REFORMED CHURCH SPIRE,
 BM0981'CROSS ON ALL 1954 COMPUTATIONS.
 BM0981
 BM0981                          STATION RECOVERY (1999)
 BM0981
 BM0981'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6710 ***********************************************************************
 AW6710  DESIGNATION -  WASHINGTON HL P 1938
 AW6710  PID         -  AW6710
 AW6710  STATE/COUNTY-  TX/HARRIS
 AW6710  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6710
 AW6710                         *CURRENT SURVEY CONTROL
 AW6710  ___________________________________________________________________
 AW6710* NAD 83(1993)-  29 45 53.53565(N)    095 24 29.87848(W)     ADJUSTED  
 AW6710* NAVD 88     -        33.5    (meters)     110.     (feet)  VERTCON   
 AW6710  ___________________________________________________________________
 AW6710  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6710  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6710
 AW6710  HORZ ORDER  -  FIRST
 AW6710
 AW6710.The horizontal coordinates were established by classical geodetic methods
 AW6710.and adjusted by the National Geodetic Survey in February 1996..
 AW6710
 AW6710.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6710
 AW6710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6710
 AW6710.The geoid height was determined by GEOID03.
 AW6710
 AW6710;                    North         East     Units Scale Factor Converg.
 AW6710;SPC TXSC     - 4,219,400.200   947,271.497   MT  0.99989130   +1 45 34.6
 AW6710;SPC TXSC     -13,843,148.82  3,107,839.90   sFT  0.99989130   +1 45 34.6
 AW6710;UTM  15      - 3,295,162.005   267,144.448   MT  1.00026905   -1 11 46.0
 AW6710
 AW6710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6710!SPC TXSC     -   0.99999904  x   0.99989130  =   0.99989034
 AW6710!UTM  15      -   0.99999904  x   1.00026905  =   1.00026809
 AW6710
 AW6710:                Primary Azimuth Mark                     Grid Az
 AW6710:SPC TXSC     -  HOUSTON EAST TEXAS OAKS TANK             009 38 16.2
 AW6710:UTM  15      -  HOUSTON EAST TEXAS OAKS TANK             012 35 36.8
 AW6710
 AW6710|---------------------------------------------------------------------|
 AW6710| PID    Reference Object                     Distance      Geod. Az  |
 AW6710|                                                           dddmmss.s |
 AW6710| AW6728 HOUSTON EAST TEXAS OAKS TANK        APPROX.10.8 KM 0112350.8 |
 AW6710| AW6695 HOUSTON HUNT WESSON FOODS TANK      APPROX. 7.0 KM 0612107.1 |
 AW6710| AW6647 HOUSTON MERCHANTS AND MFG N TK      APPROX. 4.8 KM 0882304.6 |
 AW6710| AW6648 HOUSTON MERCHANTS AND MFG S TK      APPROX. 4.8 KM 0884001.7 |
 AW6710| AW6653 HOUSTON POLICE RADIO MAST           APPROX. 3.7 KM 0890037.0 |
 AW6710| AW6664 GULF                                APPROX. 4.4 KM 0984957.8 |
 AW6710| AW6651 HOUSTON ESPERSON BLDG DOME          APPROX. 4.2 KM 0990459.3 |
 AW6710| AW6586 HOUSTON KKD 25 KKE 428 MAST         APPROX. 3.8 KM 1295647.5 |
 AW6710| AW6718 HOUSTON MUNICIPAL TANK              APPROX. 0.8 KM 1554138.3 |
 AW6710| AW6581 HOUSTON ST ANNE CATH CH DOME        APPROX. 2.5 KM 1884140.8 |
 AW6710| AW6577 WEST UNIVERSITY PLACE N TANK        APPROX. 4.3 KM 1984726.7 |
 AW6710| AW6619 HOUSTON RAD STA KPRC TV MST 63      APPROX. 6.2 KM 2370656.8 |
 AW6710| AW6742 HOUSTON CAMERON IRON W TK 1963      APPROX. 5.8 KM 2951435.5 |
 AW6710| AW6741 HOUSTON CAMERON IRON E TK 1963      APPROX. 5.7 KM 2951901.6 |
 AW6710| AW6716 HOUSTON WYATT BOILER WKS MAST       APPROX. 3.0 KM 3095533.1 |
 AW6710|---------------------------------------------------------------------|
 AW6710
 AW6710                          SUPERSEDED SURVEY CONTROL
 AW6710
 AW6710  NAD 83(1986)-  29 45 53.54999(N)    095 24 29.85968(W) AD(       ) 1
 AW6710  NAD 27      -  29 45 52.72884(N)    095 24 29.07821(W) AD(       ) 1
 AW6710  NGVD 29 (07/19/86)   33.5    (m)          110.     (f) VERT ANG       
 AW6710
 AW6710.Superseded values are not recommended for survey control.
 AW6710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6710.See file dsdata.txt to determine how the superseded data were derived.
 AW6710
 AW6710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6714495162(NAD 83)
 AW6710_MARKER: B = BOLT
 AW6710_SETTING: 0 = UNSPECIFIED SETTING
 AW6710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6710
 AW6710  HISTORY     - Date     Condition        Report By
 AW6710  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6710  HISTORY     - 1963     GOOD             CGS
 AW6710  HISTORY     - 1968     GOOD             CGS
 AW6710  HISTORY     - 20040325 GOOD             USPSQD
 AW6710
 AW6710                          STATION DESCRIPTION
 AW6710
 AW6710'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938 (JMC)
 AW6710'STATION IS ON THE GEORGE WASHINGTON JUNIOR HIGH SCHOOL
 AW6710'BUILDING AT SHEPHERD DRIVE AND DICKSON STREET.  IT IS ON THE
 AW6710'ROOF OF THE MOST WESTERLY OF TWO PENTHOUSES AT THE FRONT
 AW6710'(NORTH) OF THE BUILDING.  THE STATION IS MARKED BY AN ANCHOR
 AW6710'BOLT SET INTO THE ROOF, 5.72 FEET FROM THE NORTHWEST CORNER,
 AW6710'6.0 FEET FROM THE NORTHEAST CORNER, 12.18 FEET FROM THE
 AW6710'SOUTHEAST CORNER AND 12.12 FEET FROM THE SOUTHWEST CORNER
 AW6710'OF THE PENTHOUSE.
 AW6710
 AW6710                          STATION RECOVERY (1963)
 AW6710
 AW6710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6710'THE STATION WAS ESTABLISHED IN 1938 BY HOUSTON L AND P.
 AW6710'
 AW6710'THE STATION IS ON THE GEORGE WASHINGTON JUNIOR HIGH SCHOOL BUILDING
 AW6710'AT SHEPHERD DRIVE AND DICKSON STREET IN HOUSTON.  IT IS ON THE ROOF
 AW6710'OF THE MOST WESTERLY OF TWO PENTHOUSES AT THE FRONT, NORTH, OF THE
 AW6710'BUILDING.
 AW6710'
 AW6710'THE STATION IS AN ANCHOR BOLT SET IN THE TOP OF ROOF.  MORE TOWARD
 AW6710'THE NORTH SIDE AND CENTER OF THE PENTHOUSE ROOF.  IT IS 6.03 FEET
 AW6710'SOUTHWEST OF THE NORTHEAST CORNER OF THE PENTHOUSE ROOF.  5.76 FEET
 AW6710'SOUTHEAST OF THE NORTHWEST CORNER OF THE PENTHOUSE ROOF.  12.15
 AW6710'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE PENTHOUSE ROOF.
 AW6710'12.33 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE PENTHOUSE ROOF.
 AW6710
 AW6710                          STATION RECOVERY (1968)
 AW6710
 AW6710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6710'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY THE
 AW6710'R.W.T. IN THE 1963 DESCRIPTION.
 AW6710'
 AW6710'THE STATION WAS ESTABLISHED BY THE HOUSTON LIGHTING AND POWER
 AW6710'COMPANY IN 1938, HOWEVER, IT WAS NOT INCORPORATED INTO THE C AND GS
 AW6710'NET UNTIL 1963.  IT IS CARRIED AS WASHINGTON (HLPCO) 1938.
 AW6710
 AW6710                          STATION RECOVERY (2004)
 AW6710
 AW6710'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1100 ***********************************************************************
 CR1100  DESIGNATION -  WASKOM MUNICIPAL TANK
 CR1100  PID         -  CR1100
 CR1100  STATE/COUNTY-  TX/HARRISON
 CR1100  USGS QUAD   -  WASKOM (1978)
 CR1100
 CR1100                         *CURRENT SURVEY CONTROL
 CR1100  ___________________________________________________________________
 CR1100* NAD 83(1993)-  32 28 43.84253(N)    094 03 41.47289(W)     ADJUSTED  
 CR1100* NAVD 88     -                                                        
 CR1100  ___________________________________________________________________
 CR1100  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CR1100  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CR1100
 CR1100  HORZ ORDER  -  THIRD
 CR1100
 CR1100.The horizontal coordinates were established by classical geodetic methods
 CR1100.and adjusted by the National Geodetic Survey in February 1996..
 CR1100
 CR1100
 CR1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1100
 CR1100.The geoid height was determined by GEOID03.
 CR1100
 CR1100;                    North         East     Units Scale Factor Converg.
 CR1100;SPC TXNC     - 2,098,874.733 1,017,055.021   MT  0.99992224   +2 25 14.6
 CR1100;SPC TXNC     - 6,886,058.19  3,336,788.01   sFT  0.99992224   +2 25 14.6
 CR1100;SPC LA N     -   220,465.936   853,229.617   MT  0.99996256   -0 49 32.1
 CR1100;SPC LA N     -   723,311.99  2,799,304.17   sFT  0.99996256   -0 49 32.1
 CR1100;UTM  15      - 3,594,010.277   400,255.898   MT  0.99972268   -0 34 12.3
 CR1100
 CR1100                          SUPERSEDED SURVEY CONTROL
 CR1100
 CR1100  NAD 83(1993)-  32 28 43.84508(N)    094 03 41.46883(W) AD(       ) 4
 CR1100  NAD 83(1986)-  32 28 43.85305(N)    094 03 41.46300(W) AD(       ) 4
 CR1100  NAD 27      -  32 28 43.29500(N)    094 03 40.79600(W) AD(       ) 3
 CR1100
 CR1100.Superseded values are not recommended for survey control.
 CR1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1100.See file dsdata.txt to determine how the superseded data were derived.
 CR1100
 CR1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0025694010(NAD 83)
 CR1100_MARKER: 51 = TANK
 CR1100
 CR1100  HISTORY     - Date     Condition        Report By
 CR1100  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1100
 CR1100                          STATION DESCRIPTION
 CR1100
 CR1100'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0895 ***********************************************************************
 CU0895  DESIGNATION -  WASP 2
 CU0895  PID         -  CU0895
 CU0895  STATE/COUNTY-  TX/FISHER
 CU0895  USGS QUAD   -  BUSBY (1969)
 CU0895
 CU0895                         *CURRENT SURVEY CONTROL
 CU0895  ___________________________________________________________________
 CU0895* NAD 83(1993)-  32 34 04.90498(N)    100 26 41.42365(W)     ADJUSTED  
 CU0895* NAVD 88     -       719.0    (meters)    2359.     (feet)  VERTCON   
 CU0895  ___________________________________________________________________
 CU0895  X           -    -975,514.738 (meters)                     COMP
 CU0895  Y           -  -5,291,833.590 (meters)                     COMP
 CU0895  Z           -   3,414,055.715 (meters)                     COMP
 CU0895  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CU0895  ELLIP HEIGHT-         691.55  (meters)          (02/16/96) GPS OBS
 CU0895  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CU0895
 CU0895  HORZ ORDER  -  SECOND
 CU0895  ELLP ORDER  -  FIFTH     CLASS I
 CU0895
 CU0895.The horizontal coordinates were established by classical geodetic methods
 CU0895.and adjusted by the National Geodetic Survey in February 1996..
 CU0895
 CU0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0895
 CU0895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU0895
 CU0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0895
 CU0895.The ellipsoidal height was determined by GPS observations
 CU0895.and is referenced to NAD 83.
 CU0895
 CU0895.The geoid height was determined by GEOID03.
 CU0895
 CU0895;                    North         East     Units Scale Factor Converg.
 CU0895;SPC TXNC     - 2,101,642.845   417,395.198   MT  0.99990800   -1 03 38.5
 CU0895;SPC TXNC     - 6,895,139.90  1,369,404.08   sFT  0.99990800   -1 03 38.5
 CU0895;UTM  14      - 3,604,320.947   364,369.119   MT  0.99982684   -0 46 40.4
 CU0895
 CU0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0895!SPC TXNC     -   0.99989143  x   0.99990800  =   0.99979944
 CU0895!UTM  14      -   0.99989143  x   0.99982684  =   0.99971829
 CU0895
 CU0895:                Primary Azimuth Mark                     Grid Az
 CU0895:SPC TXNC     -  SWEETWATER WATER TANK                    165 59 44.0
 CU0895:UTM  14      -  SWEETWATER WATER TANK                    165 42 45.9
 CU0895
 CU0895|---------------------------------------------------------------------|
 CU0895| PID    Reference Object                     Distance      Geod. Az  |
 CU0895|                                                           dddmmss.s |
 CU0895| CU0953 SWEETWATER WATER TANK               APPROX.13.3 KM 1645605.5 |
 CU0895| CU0956 SWEETWATER STANDPIPE                APPROX.12.1 KM 1681132.1 |
 CU0895| CX8948 WASP 2 RM 1                           7.223 METERS 22034     |
 CU0895| CX8949 WASP 2 RM 2                          10.527 METERS 27626     |
 CU0895| CX8947 WASP 2 AZ MK 2                                     3135813.1 |
 CU0895| CX8946 WASP 2 AZ MK                                       3163056.1 |
 CU0895|---------------------------------------------------------------------|
 CU0895
 CU0895                          SUPERSEDED SURVEY CONTROL
 CU0895
 CU0895  ELLIP H (12/21/93)  691.00   (m)                       GP(       ) 4 1
 CU0895  NAD 83(1986)-  32 34 04.90968(N)    100 26 41.41403(W) AD(       ) 2
 CU0895  NAD 27      -  32 34 04.49600(N)    100 26 40.03500(W) AD(       ) 2
 CU0895  NGVD 29 (12/08/88)  718.8    (m)         2358.     (f) GPS OBS        
 CU0895
 CU0895.Superseded values are not recommended for survey control.
 CU0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0895.See file dsdata.txt to determine how the superseded data were derived.
 CU0895
 CU0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6436904321(NAD 83)
 CU0895_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CU0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0895_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0895+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CU0895
 CU0895  HISTORY     - Date     Condition        Report By
 CU0895  HISTORY     - 1935     MONUMENTED       CGS
 CU0895  HISTORY     - 1949     GOOD             CGS
 CU0895  HISTORY     - 1958     GOOD             CGS
 CU0895  HISTORY     - 1968     GOOD             CGS
 CU0895  HISTORY     - 1988     GOOD             NGS
 CU0895
 CU0895                          STATION DESCRIPTION
 CU0895
 CU0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0895'STATION IS 7 MILES NNW OF SWEETWATER, 8 MILES SW OF LONGWORTH,
 CU0895'ON A PROMINENT KNOLL ABOUT 0.25 MILE E OF HIGHWAY.  STATION
 CU0895'IS AT SITE OF OLD U.S.G.S. STATION WASP, NO TRACE OF WHICH
 CU0895'COULD BE FOUND.  MARK IS ON NE SHOULDER OF KNOLL.
 CU0895'
 CU0895'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CU0895'SET IN CONCRETE.
 CU0895'
 CU0895'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 CU0895'IN A BOULDER.
 CU0895'
 CU0895'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 CU0895'IN A BOULDER.
 CU0895'
 CU0895'AZIMUTH MARK IS NW OF STATION, 30 FEET E OF CENTER LINE OF ROAD,
 CU0895'30 FEET S OF CENTER LINE OF LANE LEADING TO W.  TO REACH FROM
 CU0895'STATION, GO E FOR 0.25 MILE TO ROAD, THENCE RIGHT (N) FOR 0.3
 CU0895'MILE TO MARK.
 CU0895'
 CU0895'TO REACH FROM HIGH SCHOOL IN SWEETWATER, GO N FOR 0.4 MILE.
 CU0895'FOLLOW LEFT FORK N ACROSS RAILROAD FOR 4.45 MILES TO T-ROAD,
 CU0895'THENCE LEFT (W) FOR 1.0 MILE, THENCE RIGHT (N) FOR 1.75 MILES.
 CU0895'STATION IS 0.25 MILE E OF THIS POINT ON TOP OF KNOLL.  A TRUCK
 CU0895'MAY BE TAKEN TO STATION BY ENTERING GATE 0.4 MILE SW OF STATION
 CU0895'AND GOING NORTHEASTERLY ACROSS PASTURE TO STATION.
 CU0895'
 CU0895'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CU0895
 CU0895                          STATION RECOVERY (1949)
 CU0895
 CU0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CU0895'THE STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK RECOVERED
 CU0895'AS DESCRIBED WITH THE FOLLOWING EXCEPTION.  THE T-ROAD MENTIONED
 CU0895'IN THE DESCRIPTION IS NOW A CROSS ROAD.
 CU0895
 CU0895                          STATION RECOVERY (1958)
 CU0895
 CU0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0895'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 CU0895'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND
 CU0895'ALL INDICATIONS WERE THAT THIS MARK HAD BEEN DESTROYED.  A
 CU0895'NEW AZIMUTH MARK WAS SET AND ITS DIRECTION WAS DETERMINED BY
 CU0895'INITIALING ON THE SWEETWATER STANDPIPE.
 CU0895'
 CU0895'THE DESCRIPTION TO REACH THE STATION FROM SWEETWATER WAS NOT
 CU0895'CHECKED.
 CU0895'
 CU0895'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION,
 CU0895'AT A FARM ROAD LEADING NORTHWEST, 57 FEET WEST OF THE CENTERLINE
 CU0895'OF THE HIGHWAY, 23 FEET NORTHEAST OF A CATTLE GUARD AND 1 FOOT
 CU0895'SOUTHEAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 CU0895'STAMPED WASP 2 1935 RESET 1958.
 CU0895
 CU0895                          STATION RECOVERY (1968)
 CU0895
 CU0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WWH)
 CU0895'STATION RECOVERED AS DESCRIBED.
 CU0895
 CU0895                          STATION RECOVERY (1988)
 CU0895
 CU0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CU0895'THE STATION WAS RECOVERED AT THIS DATE.
 CU0895'REFERENCE MARKS 1 AND 2 WERE RECOVERED BUT NOT DESCRIBED.
 CU0895'
 CU0895'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 CU0895'NORTH-NORTHWEST OF SWEETWATER, 12.9 KM (8.0 MI) SOUTHWEST OF
 CU0895'LONGWORTH, 0.4 KM (0.25 MI) EAST OF HIGHWAY.  IT IS ON THE
 CU0895'NORTHEAST SHOULDER OF A PROMINENT KNOLL.
 CU0895'OWNERSHIP--MRS JESSIE W. NUNN, RT 2, BOX 113, SWEETWATER TX 79556,
 CU0895'PHONE 915-236-6056.
 CU0895'
 CU0895'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND FARM
 CU0895'ROAD 419 IN SWEETWATER, GO NORTH ON FARM ROAD 419 TO THE TOP OF A
 CU0895'RISE WITH A BITTER CREEK WATER SUPPLY WATER TANK ON EACH SIDE OF
 CU0895'ROAD.  TURN RIGHT THROUGH A METAL GATE AT THE NORTHWEST CORNER OF
 CU0895'CHAINLINK FENCE AROUND WATER TANK AND GO EAST ACROSS BRUSH COVERED
 CU0895'FIELD FOR 0.4 KM (0.25 MI) TO TOP OF KNOLL AND STATION.
 CU0895'
 CU0895'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---WASP 2
 CU0895'1935---, SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST PROJECTING
 CU0895'19 CM.  LOCATED 10.5 METERS (34.4 FT) SOUTHEAST OF AND 1.2 METERS
 CU0895'(4.0 FT) HIGHER THAN RM 2 AND 7.2 METERS (23.6 FT) NORTHEAST OF AND
 CU0895'0.9 METER (3.0 FT) HIGHER THAN RM 1.
 CU0895'
 CU0895'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CU0895'
 CU0895'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CU0895'
 CU0895'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0896 ***********************************************************************
 CU0896  DESIGNATION -  WASP USGS 1908
 CU0896  PID         -  CU0896
 CU0896  STATE/COUNTY-  TX/FISHER
 CU0896  USGS QUAD   -  BUSBY (1969)
 CU0896
 CU0896                         *CURRENT SURVEY CONTROL
 CU0896  ___________________________________________________________________
 CU0896* NAD 83(1993)-  32 34 04.94985(N)    100 26 41.41703(W)     ADJUSTED  
 CU0896* NAVD 88     -       718.     (meters)    2356.     (feet)  SCALED    
 CU0896  ___________________________________________________________________
 CU0896  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CU0896  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CU0896
 CU0896  HORZ ORDER  -  SECOND
 CU0896
 CU0896.The horizontal coordinates were established by classical geodetic methods
 CU0896.and adjusted by the National Geodetic Survey in February 1996..
 CU0896
 CU0896.The orthometric height was scaled from a topographic map.
 CU0896
 CU0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0896
 CU0896.The geoid height was determined by GEOID03.
 CU0896
 CU0896;                    North         East     Units Scale Factor Converg.
 CU0896;SPC TXNC     - 2,101,644.224   417,395.396   MT  0.99990800   -1 03 38.5
 CU0896;SPC TXNC     - 6,895,144.42  1,369,404.73   sFT  0.99990800   -1 03 38.5
 CU0896;UTM  14      - 3,604,322.327   364,369.310   MT  0.99982684   -0 46 40.4
 CU0896
 CU0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0896!SPC TXNC     -   0.99989156  x   0.99990800  =   0.99979957
 CU0896!UTM  14      -   0.99989156  x   0.99982684  =   0.99971842
 CU0896
 CU0896                          SUPERSEDED SURVEY CONTROL
 CU0896
 CU0896  NAD 83(1986)-  32 34 04.95482(N)    100 26 41.40686(W) AD(       ) 2
 CU0896  NAD 27      -  32 34 04.54100(N)    100 26 40.02800(W) AD(       ) 2
 CU0896
 CU0896.Superseded values are not recommended for survey control.
 CU0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0896.See file dsdata.txt to determine how the superseded data were derived.
 CU0896
 CU0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6436904322(NAD 83)
 CU0896_MARKER: N = NAIL
 CU0896_SETTING: 0 = UNSPECIFIED SETTING
 CU0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0896
 CU0896  HISTORY     - Date     Condition        Report By
 CU0896  HISTORY     - 1908     MONUMENTED       USGS
 CU0896
 CU0896                          STATION DESCRIPTION
 CU0896
 CU0896'DESCRIBED BY US GEOLOGICAL SURVEY 1908 (WB)
 CU0896'STATION IS PRACTICALLY IDENTICAL WITH THE UNITED STATES GEOLOGICAL
 CU0896'SURVEY STATION OF THE SAME NAME, THE STONE MARK OF WHICH WAS
 CU0896'FOUND LYING ON TOP OF THE GROUND.  IT IS 7 MILES DIRECT, OR
 CU0896'7-1/2 MILES BY ROAD, N BY W FROM SWEETWATER, A TOWN ON THE TEXAS
 CU0896'AND PACIFIC RAILWAY, 1 MILE W OF THE SWEETWATER-WHITE FLAT
 CU0896'PUBLIC ROAD AND 150 METERS (492 FEET) E OF
 CU0896'SWEETWATER-CLATONVILLE PUBLIC ROAD, ON THE HIGHEST POINT OF THE
 CU0896'HIGHEST AND MOST PROMINENT PEAK IN THE VICINITY.  THE
 CU0896'PEAK HAS AN EASY SLOPE ON THE W SIDE AND A STEEP BLUFF ON THE
 CU0896'E SIDE.  IT IS IN A PASTURE OWNED BY JOE NUNN.  STATION MARK
 CU0896'IS A LARGE NAIL PROJECTING ABOVE THE SURFACE OF CONCRETE
 CU0896'THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER SET IN A
 CU0896'CYLINDER OF CONCRETE 20 INCHES IN DIAMETER.  LENGTH OF
 CU0896'PIPE AND CYLINDER DEPENDS UPON DEPTH OF SOIL ABOVE SOLID ROCK.
 CU0896'UNDERGROUND MARK IS A LARGE IRON SPIKE SET POINT UP IN
 CU0896'CEMENT IN A DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0869 ***********************************************************************
 EN0869  DESIGNATION -  WASSON
 EN0869  PID         -  EN0869
 EN0869  STATE/COUNTY-  TX/HALE
 EN0869  USGS QUAD   -  WASSON (1979)
 EN0869
 EN0869                         *CURRENT SURVEY CONTROL
 EN0869  ___________________________________________________________________
 EN0869* NAD 83(1993)-  34 11 50.37105(N)    101 47 41.47118(W)     ADJUSTED  
 EN0869* NAVD 88     -      1042.8    (meters)    3421.     (feet)  VERTCON   
 EN0869  ___________________________________________________________________
 EN0869  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 EN0869  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 EN0869
 EN0869  HORZ ORDER  -  SECOND
 EN0869
 EN0869.The horizontal coordinates were established by classical geodetic methods
 EN0869.and adjusted by the National Geodetic Survey in February 1996..
 EN0869
 EN0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0869
 EN0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0869
 EN0869.The geoid height was determined by GEOID03.
 EN0869
 EN0869;                    North         East     Units Scale Factor Converg.
 EN0869;SPC TXNC     - 2,285,408.305   296,339.123   MT  1.00007250   -1 47 49.2
 EN0869;SPC TXNC     - 7,498,043.75    972,239.27   sFT  1.00007250   -1 47 49.2
 EN0869;UTM  14      - 3,787,567.400   242,461.798   MT  1.00041766   -1 34 18.1
 EN0869
 EN0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0869!SPC TXNC     -   0.99984041  x   1.00007250  =   0.99991290
 EN0869!UTM  14      -   0.99984041  x   1.00041766  =   1.00025800
 EN0869
 EN0869|---------------------------------------------------------------------|
 EN0869| PID    Reference Object                     Distance      Geod. Az  |
 EN0869|                                                           dddmmss.s |
 EN0869| CJ9247 WASSON RM 1                          26.012 METERS 02345     |
 EN0869| EN0871 PLAINVIEW PIONEER GAS CO MST        APPROX. 4.7 KM 0440217.8 |
 EN0869| EN0862 PLAINVIEW PRODUCERS CO ELEV         APPROX. 9.4 KM 0610428.2 |
 EN0869| CJ9248 WASSON RM 2                          28.469 METERS 08627     |
 EN0869| EN0861 PLAINVIEW NORTH MUNICIPAL TANK      APPROX. 8.2 KM 0911346.9 |
 EN0869| EN0865 PLAINVIEW WEST MUNICIPAL TANK       APPROX. 6.2 KM 0945824.6 |
 EN0869| EN0860 PLAINVIEW HALE CO CTHSE DOME        APPROX. 8.6 KM 0990004.0 |
 EN0869| CJ9246 WASSON AZ MK                                       3074153.6 |
 EN0869|---------------------------------------------------------------------|
 EN0869
 EN0869                          SUPERSEDED SURVEY CONTROL
 EN0869
 EN0869  NAD 83(1986)-  34 11 50.37710(N)    101 47 41.46544(W) AD(       ) 2
 EN0869  NAD 27      -  34 11 50.15109(N)    101 47 39.88038(W) AD(       ) 2
 EN0869  NGVD 29 (07/19/86) 1042.4    (m)         3420.     (f) VERT ANG       
 EN0869
 EN0869.Superseded values are not recommended for survey control.
 EN0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0869.See file dsdata.txt to determine how the superseded data were derived.
 EN0869
 EN0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4246287567(NAD 83)
 EN0869_MARKER: DS = TRIANGULATION STATION DISK
 EN0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0869
 EN0869  HISTORY     - Date     Condition        Report By
 EN0869  HISTORY     - 1964     MONUMENTED       CGS
 EN0869  HISTORY     - 1965     GOOD             USGS
 EN0869  HISTORY     - 1975     GOOD             NGS
 EN0869
 EN0869                          STATION DESCRIPTION
 EN0869
 EN0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0869'THE STATION IS ABOUT 9-1/2 MILES NORTH-NORTHEAST OF HALE CENTER, 9
 EN0869'MILES EAST OF HALFWAY, 5 MILES WEST OF PLAINVIEW, AT THE NORTH SIDE
 EN0869'OF AN EAST-WEST ROW OF TREES AND ON LAND OWNED BY BOB DOUGLAS.
 EN0869'
 EN0869'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 70 AND 87 IN
 EN0869'PLAINVIEW, GO WEST ON HIGHWAY 70 FOR 5.3 MILES TO A GRADED SIDE ROAD
 EN0869'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE GRADED ROAD FOR 0.55
 EN0869'MILE TO THE DOUGLAS HOME AND THE STATION ON THE LEFT.  CONTINUE
 EN0869'NORTH ON THE GRADED ROAD FOR 0.5 MILE TO A T-JUNCTION.  TURN LEFT
 EN0869'AND GO WEST ON A GRADED ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON
 EN0869'THE RIGHT.
 EN0869'
 EN0869'THE STATION MARK IS A STANDARD DISK, STAMPED WASSON 1964, SET IN THE
 EN0869'TOP OF A 12 INCH SQUARE CONCRETE POST 18 INCHES BELOW THE GROUND
 EN0869'SURFACE.  IT IS 82.7 FEET WEST OF THE CENTERLINE OF THE GRADED
 EN0869'ROAD, 60.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE,
 EN0869'65.8 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE,
 EN0869'85.0 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE AND 96.0 FEET
 EN0869'WEST-NORTHWEST OF A TRANSFORMER POLE.
 EN0869'
 EN0869'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WASSON NO 1 1964, SET
 EN0869'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 EN0869'IT IS 2.0 FEET EAST OF THE POWERLINE POLE, 1.2 FEET WEST OF A
 EN0869'WITNESS POST, 47.0 FEET WEST OF THE CENTERLINE OF THE ROAD AND AT
 EN0869'ABOUT THE SAME ELEVATION AS THE STATION.
 EN0869'
 EN0869'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WASSON NO 2 1964, SET
 EN0869'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 EN0869'IT IS 1.0 FEET EAST OF A NORTH-SOUTH FENCE, 12.9 FEET EAST OF THE
 EN0869'CENTERLINE OF THE ROAD, 28.6 FEET NORTH OF THE TRANSFORMER POLE
 EN0869'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0869'
 EN0869'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WASSON 1964, SET IN THE
 EN0869'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 EN0869'29.6 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD, 2.4 FEET WEST
 EN0869'OF A WITNESS POST, 10.8 FEET SOUTHEAST OF THE NORTH ONE OF TWO
 EN0869'POWERLINE POLES AND 2.2 FEET EAST OF THE SOUTH ONE OF THE TWO
 EN0869'POWERLINE POLES.
 EN0869'
 EN0869'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 EN0869
 EN0869                          STATION RECOVERY (1965)
 EN0869
 EN0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0869'DESCRIBED IN NGS NORTHWEST TEXAS AREA G-13442, PAGE 25.
 EN0869'RECOVERED BY USGS IN 1965.
 EN0869'STATION MARK--STANDARD USC AND GS DISK STAMPED---WASSON 1964--- AND
 EN0869'SET IN CONCRETE POST 1.8 FT. BELOW SURFACE.
 EN0869
 EN0869                          STATION RECOVERY (1975)
 EN0869
 EN0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EN0869'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 EN0869'WERE RECOVERED AS DESCRIBED IN 1964 BY JOHN C. CHILDS.  DUE TO
 EN0869'ROAD CHANGES A NEW TO REACH FOLLOWS.  TO REACH FROM THE JUNCTION
 EN0869'OF U.S. HIGHWAYS 70 AND 87 IN THE WEST OUTSKIRTS OF PLAINVIEW,
 EN0869'GO WEST ON HIGHWAY 70 FOR 2.2 MILES TO A CROSSROADS.  TURN
 EN0869'RIGHT AND GO NORTH ON A GRADED ROAD FOR 0.55 MILE TO THE HOME
 EN0869'OF R.H. DOUGLAS, THE PROPERTY OWNER, AND THE STATION 65 FEET
 EN0869'NORTH OF THE HOUSE.
 EN0869'
 EN0869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EN0869'5 MILES WEST OF PLAINVIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1148 ***********************************************************************
 CU1148  DESIGNATION -  WASSON
 CU1148  PID         -  CU1148
 CU1148  STATE/COUNTY-  TX/DAWSON
 CU1148  USGS QUAD   -  SAND CREEK (1970)
 CU1148
 CU1148                         *CURRENT SURVEY CONTROL
 CU1148  ___________________________________________________________________
 CU1148* NAD 83(1993)-  32 37 55.61279(N)    101 44 06.09561(W)     ADJUSTED  
 CU1148* NAVD 88     -       876.1    (meters)    2874.     (feet)  VERTCON   
 CU1148  ___________________________________________________________________
 CU1148  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 CU1148  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CU1148
 CU1148  HORZ ORDER  -  FIRST
 CU1148
 CU1148.The horizontal coordinates were established by classical geodetic methods
 CU1148.and adjusted by the National Geodetic Survey in February 1996..
 CU1148
 CU1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1148
 CU1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1148
 CU1148.The geoid height was determined by GEOID03.
 CU1148
 CU1148;                    North         East     Units Scale Factor Converg.
 CU1148;SPC TXNC     - 2,111,732.019   296,506.512   MT  0.99989925   -1 45 51.7
 CU1148;SPC TXNC     - 6,928,240.80    972,788.45   sFT  0.99989925   -1 45 51.7
 CU1148;UTM  14      - 3,613,808.312   243,409.092   MT  1.00041193   -1 28 32.3
 CU1148
 CU1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1148!SPC TXNC     -   0.99986632  x   0.99989925  =   0.99976558
 CU1148!UTM  14      -   0.99986632  x   1.00041193  =   1.00027819
 CU1148
 CU1148|---------------------------------------------------------------------|
 CU1148| PID    Reference Object                     Distance      Geod. Az  |
 CU1148|                                                           dddmmss.s |
 CU1148| CH9877 WASSON RM 3                                        01713     |
 CU1148| CH9875 WASSON RM 1 AZIMUTH                                06803     |
 CU1148| CU1067 MUSHAWAY PEAK S SIDE OUTCROP        APPROX.32.9 KM 0715702.2 |
 CU1148| CH9878 WASSON RM 4                                        08942     |
 CU1148| CU1145 ACKERLY ATT MICROWAVE               APPROX.14.1 KM 1604144.7 |
 CU1148| CH9876 WASSON RM 2                          24.710 METERS 16354     |
 CU1148| CU1147 ACKERLY MUN TANK                    APPROX.11.9 KM 1710919.0 |
 CU1148| CU1152 LAMESA FAA MICROWAVE                APPROX.10.0 KM 2751810.4 |
 CU1148| CU1162 LAMESA CABLE TV MAST                APPROX.23.4 KM 2940557.4 |
 CU1148| CU1161 LAMESA N MUNICIPAL TANK             APPROX.23.1 KM 2985358.5 |
 CU1148| CU1159 LAMESA W TEX DAIRY PROD CO STK      APPROX.23.3 KM 3001814.5 |
 CU1148| CH9874 WASSON AZ MK                                       3334406.7 |
 CU1148|---------------------------------------------------------------------|
 CU1148
 CU1148                          SUPERSEDED SURVEY CONTROL
 CU1148
 CU1148  NAD 83(1986)-  32 37 55.61995(N)    101 44 06.08822(W) AD(       ) 1
 CU1148  NAD 27      -  32 37 55.23300(N)    101 44 04.59100(W) AD(       ) 1
 CU1148  NGVD 29 (07/19/86)  875.8    (m)         2873.     (f) VERT ANG       
 CU1148
 CU1148.Superseded values are not recommended for survey control.
 CU1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1148.See file dsdata.txt to determine how the superseded data were derived.
 CU1148
 CU1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB4340913808(NAD 83)
 CU1148_MARKER: DS = TRIANGULATION STATION DISK
 CU1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1148
 CU1148  HISTORY     - Date     Condition        Report By
 CU1148  HISTORY     - 1932     MONUMENTED       CGS
 CU1148  HISTORY     - 1966     GOOD             USGS
 CU1148  HISTORY     - 1968     GOOD             CGS
 CU1148  HISTORY     - 1968     SEE DESCRIPTION  CGS
 CU1148
 CU1148                          STATION DESCRIPTION
 CU1148
 CU1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CU1148'ABOUT 5 MILES S AND 14 MILES E OF LAMESA, ON HIGHEST POINT
 CU1148'OF SAND KNOLL ON LAND OF A.L. WASSON, OF BIG SPRINGS, 127
 CU1148'FEET S OF HIGH FENCE POST, AND 1 FOOT W OF N-S FENCE LINE.
 CU1148'
 CU1148'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CU1148'DISKS SET IN CONCRETE.
 CU1148'
 CU1148'SURFACE MARK IS FLUSH WITH GROUND.
 CU1148'
 CU1148'REFERENCE MARK NO. 1 IS IN FENCE LINE APPROXIMATELY 0.2 MILE
 CU1148'FROM STATION, N 68 DEG 03 MIN E.
 CU1148'
 CU1148'REFERENCE MARK NO. 2 PROJECTS 2 INCHES ABOVE GROUND, AND IS
 CU1148'1 FOOT W OF THE N-S FENCE LINE, AND 81.07 FEET FROM STATION,
 CU1148'S 16 DEG 06 MIN E.
 CU1148'
 CU1148'OTHER BEARINGS FROM STATION ARE--LAMESA, MUNICIPAL WATER
 CU1148'TANK, FINIAL, N 61 DEG 06 MIN W.  MUCHAKOOAGO (MUSHAWAY)
 CU1148'PEAK, S SIDE, WHITE OUTCROP, N 71 DEG 57 MIN E.
 CU1148'
 CU1148'TO REACH THE STATION FROM LAMESA, FOLLOW HIGHWAY 83, 4.5
 CU1148'MILES FROM POINT IN S PART OF TOWN WHERE HIGHWAY TURNS E,
 CU1148'THEN GO S 2 MILES, E 4 MILES, S 5 MILES, JOG E AND CONTINUE
 CU1148'S 2 MILES, THEN E 2 MILES TO FARMHOUSE ON E SIDE OF ROAD.
 CU1148'PASS THROUGH DOUBLE GATES OF FARMYARD AND GO S ALONG FENCE
 CU1148'LINE 0.3 MILE TO HIGHEST POINT OF RIDGE AND STATION SITE.
 CU1148
 CU1148                          STATION RECOVERY (1966)
 CU1148
 CU1148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU1148'STATION FOUND IN GOOD CONDITION.  FROM JUNCTION OF U.S. HWYS
 CU1148'87 AND 180, ABOUT 3 MILES S OF LAMESA, 8.2 MILES E ALONG U.S.
 CU1148'HWY 180, THENCE 7.2 MILES S ALONG FARM ROAD.  THENCE 2.2 MILES
 CU1148'E ALONG COUNTY ROAD, THENCE SOUTH 0.3 MILE ALONG TRACK ROAD
 CU1148'TO AN ABANDONED FARM HOUSE, ABOUT 0.2 MILE W OF THE FARM
 CU1148'HOUSE, AT THE HIGHEST POINT IN COTTON FIELD.
 CU1148'
 CU1148'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MI.
 CU1148'S OF AND 14 MI. E OF LAMESA
 CU1148
 CU1148                          STATION RECOVERY (1968)
 CU1148
 CU1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WWH)
 CU1148'STATION AND REFERENCE MARK 2 RECOVERED AS DESCRIBED.
 CU1148'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.
 CU1148
 CU1148                          STATION RECOVERY (1968)
 CU1148
 CU1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1148'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 CU1148'FOUND TO BE IN GOOD CONDITION.  THE PROPERTY OWNER
 CU1148'REQUESTED THAT THE STATION MARK BE LOWERED AND REFERENCE
 CU1148'MARK 2 BE REMOVED FROM FIELD.  STATION MARK WAS LOWERED,
 CU1148'REFERENCE MARK 2 DESTROYED, AZIMUTH MARK, REFERENCE MARKS 3
 CU1148'AND 4 WERE ESTABLISHED.
 CU1148'
 CU1148'A NEW DESCRIPTION FOLLOWS--
 CU1148'
 CU1148'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF LAMESA,
 CU1148'7-1/2 MILES NORTH OF ACKERLY AND 7-1/2 MILES SOUTH OF KEY
 CU1148'ON A HIGH POINT IN A CULTIVATED FIELD.
 CU1148'
 CU1148'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD 178 IN
 CU1148'KEY, GO SOUTH ON FARM ROAD 178 FOR 7 MILES TO CROSSROAD,
 CU1148'TURN LEFT AND GO EAST FOR 1 MILE TO CROSSROAD, CONTINUE
 CU1148'EAST FOR 0.8 MILE TO AZIMUTH MARK ON LEFT, CONTINUE FOR
 CU1148'0.3 MILE TO WHERE ROAD TURN SOUTH AND REFERENCE MARK 3
 CU1148'ON LEFT, TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO REFERENCE
 CU1148'MARK 4 ON LEFT AND A FIELD ROAD RIGHT, TURN RIGHT AND FOLLOW
 CU1148'FIELD ROAD WESTERLY FOR 0.2 MILE TO TOP OF RIDGE AND STATION.
 CU1148'
 CU1148'STATION MARK, A STANDARD DISK STAMPED WASSON 1932 1968,
 CU1148'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 24 INCHES
 CU1148'BELOW THE SURFACE OF THE GROUND AND ON A HIGH POINT IN A
 CU1148'CULTIVATED FIELD.
 CU1148'
 CU1148'REFERENCE MARK 3, A STANDARD DISK STAMPED WASSON 1932 NO 3
 CU1148'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 CU1148'FLUSH. THE MARK IS 65 FEET NORTHEAST OF CURVE OF
 CU1148'ROAD, 13 FEET NORTH OF TRACK ROAD, 2 FEET EAST OF WITNESS POST AND
 CU1148'1 FOOT SOUTH OF FENCE.
 CU1148'
 CU1148'REFERENCE MARK 4, A STANDARD DISK STAMPED WASSON 1932 NO 4
 CU1148'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 CU1148'3 INCHES.  THE MARK IS 29 FEET EAST OF CENTER OF ROAD,
 CU1148'4 FEET NORTHEAST OF A POWER LINE POLE AND 2.8 FEET NORTHEAST OF
 CU1148'WITNESS POST.
 CU1148'
 CU1148'AZIMUTH MARK, A STANDARD DISK STAMPED WASSON 1932 1968, IS SET IN
 CU1148'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES. THE
 CU1148'MARK IS 31 FEET NORTH OF CENTER OF ROAD, 28 FEET EAST OF
 CU1148'CENTER OF ROAD, 9.6 FEET NORTHEAST OF FENCE CORNER AND
 CU1148'2.5 FEET NORTHEAST OF WITNESS POST.
 CU1148'
 CU1148'DUE TO DISTANCE OF REFERENCE MARKS FROM THE STATION, ANGLES
 CU1148'WERE OBSERVED FROM THE REFERENCE MARKS TO THE STATION AND
 CU1148'SLOPE MEASUREMENT WERE MADE FOR RECOVERY.
 CU1148'
 CU1148'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 CU1148'
 CU1148'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1148'7-1/2 MILES NORTH OF ACKERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0974 ***********************************************************************
 CU0974  DESIGNATION -  WASTELLA
 CU0974  PID         -  CU0974
 CU0974  STATE/COUNTY-  TX/NOLAN
 CU0974  USGS QUAD   -  LORAINE (1969)
 CU0974
 CU0974                         *CURRENT SURVEY CONTROL
 CU0974  ___________________________________________________________________
 CU0974* NAD 83(1993)-  32 27 47.77855(N)    100 37 49.18572(W)     ADJUSTED  
 CU0974* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 CU0974  ___________________________________________________________________
 CU0974  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 CU0974  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CU0974
 CU0974  HORZ ORDER  -  FIRST
 CU0974
 CU0974.The horizontal coordinates were established by classical geodetic methods
 CU0974.and adjusted by the National Geodetic Survey in February 1996..
 CU0974
 CU0974.The orthometric height was scaled from a topographic map.
 CU0974
 CU0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0974
 CU0974.The geoid height was determined by GEOID03.
 CU0974
 CU0974;                    North         East     Units Scale Factor Converg.
 CU0974;SPC TXNC     - 2,090,366.842   399,745.973   MT  0.99992497   -1 09 42.7
 CU0974;SPC TXNC     - 6,858,145.21  1,311,499.91   sFT  0.99992497   -1 09 42.7
 CU0974;UTM  14      - 3,592,958.061   346,777.168   MT  0.99988951   -0 52 31.0
 CU0974
 CU0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0974!SPC TXNC     -   0.99988879  x   0.99992497  =   0.99981377
 CU0974!UTM  14      -   0.99988879  x   0.99988951  =   0.99977831
 CU0974
 CU0974:                Primary Azimuth Mark                     Grid Az
 CU0974:SPC TXNC     -  WASTELLA AZ MK                           001 37 19.4
 CU0974:UTM  14      -  WASTELLA AZ MK                           001 20 07.7
 CU0974
 CU0974|---------------------------------------------------------------------|
 CU0974| PID    Reference Object                     Distance      Geod. Az  |
 CU0974|                                                           dddmmss.s |
 CU0974| CX8950 WASTELLA AZ MK                                     0002736.7 |
 CU0974| CX8951 WASTELLA RM 1                        29.156 METERS 00054     |
 CU0974| CX8952 WASTELLA RM 2                        27.794 METERS 09653     |
 CU0974|---------------------------------------------------------------------|
 CU0974
 CU0974                          SUPERSEDED SURVEY CONTROL
 CU0974
 CU0974  NAD 83(1986)-  32 27 47.78330(N)    100 37 49.17569(W) AD(       ) 1
 CU0974  NAD 27      -  32 27 47.35915(N)    100 37 47.78436(W) AD(       ) 1
 CU0974
 CU0974.Superseded values are not recommended for survey control.
 CU0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0974.See file dsdata.txt to determine how the superseded data were derived.
 CU0974
 CU0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA4677792958(NAD 83)
 CU0974_MARKER: DS = TRIANGULATION STATION DISK
 CU0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0974
 CU0974  HISTORY     - Date     Condition        Report By
 CU0974  HISTORY     - 1968     MONUMENTED       CGS
 CU0974  HISTORY     - 1978     GOOD             DMA
 CU0974
 CU0974                          STATION DESCRIPTION
 CU0974
 CU0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0974'STATION IS LOCATED AIRLINE ABOUT 6 MILES EAST-NORTHEAST OF
 CU0974'LORAINE, 5-1/2 MILES WEST-NORTHWEST OF ROSCOE, 3-1/2 MILES
 CU0974'SOUTH OF WASTELLA, ON PROPERTY OWNED BY J.C. BRUSE, WHO LIVES
 CU0974'IN SNYDER.
 CU0974'
 CU0974'TO REACH FROM THE J AND J STORE AND PHILLIPS SERVICE
 CU0974'STATION IN WASTELLA.  GO SOUTH-SOUTHEAST ON U.S. HIGHWAY
 CU0974'84 FOR 0.4 MILE TO A JUNCTION OF FARM ROAD 1982 ON THE
 CU0974'RIGHT.  CONTINUE SOUTH-SOUTHEAST ON U.S. HIGHWAY 84
 CU0974'FOR 0.55 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND CROSS
 CU0974'RAILROAD TRACKS THEN LEFT AND GO SOUTHERLY ON GRAVELED ROAD
 CU0974'FOR 1.5 MILE TO A SIDE ROAD LEFT.  (TURN LEFT AND GO
 CU0974'EASTERLY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 CU0974'CONTINUE SOUTHERLY ON GRAVELED ROAD FOR 0.85 MILE TO THE STATION
 CU0974'ON THE RIGHT.
 CU0974'
 CU0974'STATION MARK, A STANDARD DISK, STAMPED WASTELLA 1968, SET IN
 CU0974'THE TOP OF A ROUND CONCRETE MONUMENT, SET FLUSH WITH THE
 CU0974'GROUND.  IT IS 150 FEET NORTHWEST OF APPROXIMATE CENTER
 CU0974'OF GRAVELED ROAD, 28 FEET SOUTHEAST OF THE SOUTHEAST
 CU0974'CORNER OF A SHED, 2.5 FEET SOUTH OF WITNESS POST.
 CU0974'
 CU0974'REFERENCE MARK 1, A STANDARD DISK, STAMPED WASTELLA NO 1
 CU0974'1968, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT,
 CU0974'SET FLUSH WITH THE GROUND.  IT IS 58 FEET NORTH OF THE
 CU0974'NORTHEAST CORNER OF A SHED, 40.8 FEET EAST OF A POWER POLE,
 CU0974'23 FEET WEST OF THE SOUTHWEST CORNER OF HOUSE.
 CU0974'
 CU0974'REFERENCE MARK 2, A STANDARD DISK, STAMPED WASTELLA NO 2 1968,
 CU0974'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, SET
 CU0974'FLUSH WITH THE GROUND.  IT IS 109 FEET EAST OF THE SOUTHEAST
 CU0974'CORNER OF SHED, 62 FEET NORTHWEST OF APPROXIMATE CENTER
 CU0974'OF GRAVELED ROAD.
 CU0974'
 CU0974'AZIMUTH MARK, A STANDARD DISK, STAMPED WASTELLA 1968,
 CU0974'SET IN THE TOP OF A 10 ROUND CONCRETE MONUMENT, PROJECTING 5
 CU0974'INCHES ABOVE THE GROUND.  IT IS 46 FEET NORTH-NORTHWEST OF A
 CU0974'POWER LINE POLE WITH BRACE, 19 FEET NORTH OF APPROXIMATE CENTER
 CU0974'OF ROAD, 12 FEET SOUTH-SOUTHEAST OF A POWER POLE, 2.6
 CU0974'FEET SOUTH-SOUTHEAST OF WITNESS POST.
 CU0974'
 CU0974'DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 138.9 FEET, (42.34M.)
 CU0974
 CU0974                          STATION RECOVERY (1978)
 CU0974
 CU0974'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (B)
 CU0974'WASTELLA RECOVERED GOOD.
 CU0974'
 CU0974'NO. 1 DISK GONE, STEM REMAINS.
 CU0974'
 CU0974'NO. 2 NOT RECOVERED, IN COTTON FIELD.
 CU0974'
 CU0974'STATION ABOUT 0.3 M BELOW SURFACE, INSIDE FENCE AREA AROUND OLD
 CU0974'WINDMILL, 7.2 M SE. OF CENTER OF WINDMILL, UNDER ROCK PILE.  NEEDS
 CU0974'NEW RMS TO FACILITATE RECOVERING IN FUTURE.
 CU0974'
 CU0974'DISTANCE AND DIRECTION FROM NEAREST TOWN--NEAR ROSCOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0977 ***********************************************************************
 CU0977  DESIGNATION -  WASTELLA MAGNOLIA PIPELINE TWR
 CU0977  PID         -  CU0977
 CU0977  STATE/COUNTY-  TX/MITCHELL
 CU0977  USGS QUAD   -  LORAINE (1969)
 CU0977
 CU0977                         *CURRENT SURVEY CONTROL
 CU0977  ___________________________________________________________________
 CU0977* NAD 83(1993)-  32 29 17.48305(N)    100 43 44.33177(W)     ADJUSTED  
 CU0977* NAVD 88     -                                                        
 CU0977  ___________________________________________________________________
 CU0977  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CU0977  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CU0977
 CU0977  HORZ ORDER  -  THIRD
 CU0977
 CU0977.The horizontal coordinates were established by classical geodetic methods
 CU0977.and adjusted by the National Geodetic Survey in February 1996..
 CU0977
 CU0977
 CU0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0977
 CU0977.The geoid height was determined by GEOID03.
 CU0977
 CU0977;                    North         East     Units Scale Factor Converg.
 CU0977;SPC TXNC     - 2,093,321.687   390,532.554   MT  0.99992064   -1 12 56.4
 CU0977;SPC TXNC     - 6,867,839.57  1,281,272.22   sFT  0.99992064   -1 12 56.4
 CU0977;UTM  14      - 3,595,866.721   337,549.222   MT  0.99992543   -0 55 44.0
 CU0977
 CU0977                          SUPERSEDED SURVEY CONTROL
 CU0977
 CU0977  NAD 83(1986)-  32 29 17.48857(N)    100 43 44.32199(W) AD(       ) 4
 CU0977  NAD 27      -  32 29 17.06872(N)    100 43 42.92151(W) AD(       ) 3
 CU0977
 CU0977.Superseded values are not recommended for survey control.
 CU0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0977.See file dsdata.txt to determine how the superseded data were derived.
 CU0977
 CU0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA3754995867(NAD 83)
 CU0977_MARKER: 45 = MICROWAVE TOWER
 CU0977
 CU0977  HISTORY     - Date     Condition        Report By
 CU0977  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0977
 CU0977                          STATION DESCRIPTION
 CU0977
 CU0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0977'LOCATED 5.5 MILES NORTH-NORTHWEST OF LORAINE AND 8.0 MILES
 CU0977'EAST-NORTHEAST OF BUFORD AND 10.5 MILES NORTHEAST OF
 CU0977'COLORADO CITY.
 CU0977'
 CU0977'OBJECT IS A LACED STEEL TOWER, PAINTED ALTERNATE RED AND
 CU0977'WHITE AND APPROXIMATELY 165 FEET IN HEIGHT.  POINT INTERSECTED, TOP
 CU0977'AND CENTER.
 CU0977'
 CU0977'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20
 CU0977'AND FARM ROAD 644 AT THE NORTHEAST EDGE OF LORAINE, GO
 CU0977'NORTH ON FARM ROAD 644 FOR 5.0 MILES TO A PAVED CROSSROAD,
 CU0977'JUNCTION OF FARM ROAD 1982.  TURN LEFT AND GO WEST FOR
 CU0977'0.25 MILES TO MAST ON THE RIGHT APPROXIMATELY 60 YARDS
 CU0977'NORTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3006 ***********************************************************************
 CS3006  DESIGNATION -  WATAUGA
 CS3006  PID         -  CS3006
 CS3006  STATE/COUNTY-  TX/TARRANT
 CS3006  USGS QUAD   -  HALTOM CITY (1981)
 CS3006
 CS3006                         *CURRENT SURVEY CONTROL
 CS3006  ___________________________________________________________________
 CS3006* NAD 83(1993)-  32 52 03.73511(N)    097 15 42.93887(W)     ADJUSTED  
 CS3006* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 CS3006  ___________________________________________________________________
 CS3006  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 CS3006  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS3006
 CS3006  HORZ ORDER  -  SECOND
 CS3006
 CS3006.The horizontal coordinates were established by classical geodetic methods
 CS3006.and adjusted by the National Geodetic Survey in February 1996..
 CS3006
 CS3006.The orthometric height was scaled from a topographic map.
 CS3006
 CS3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3006
 CS3006.The geoid height was determined by GEOID03.
 CS3006
 CS3006;                    North         East     Units Scale Factor Converg.
 CS3006;SPC TXNC     - 2,133,865.401   715,857.376   MT  0.99987775   +0 40 30.9
 CS3006;SPC TXNC     - 7,000,856.74  2,348,608.74   sFT  0.99987775   +0 40 30.9
 CS3006;UTM  14      - 3,637,959.586   662,615.704   MT  0.99992607   +0 56 36.5
 CS3006
 CS3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3006!SPC TXNC     -   0.99997247  x   0.99987775  =   0.99985022
 CS3006!UTM  14      -   0.99997247  x   0.99992607  =   0.99989854
 CS3006
 CS3006:                Primary Azimuth Mark                     Grid Az
 CS3006:SPC TXNC     -  WATAUGA AZ MK 2                          090 04 20.2
 CS3006:UTM  14      -  WATAUGA AZ MK 2                          089 48 14.6
 CS3006
 CS3006|---------------------------------------------------------------------|
 CS3006| PID    Reference Object                     Distance      Geod. Az  |
 CS3006|                                                           dddmmss.s |
 CS3006| CY3062 WATAUGA AZ MK 2                                    0904451.1 |
 CS3006| CY3063 WATAUGA RM 1                         11.269 METERS 09928     |
 CS3006| CY3064 WATAUGA RM 2                         10.963 METERS 18112     |
 CS3006| CY3061 WATAUGA AZ MK                                      1924744.2 |
 CS3006| CS3001 FORT WORTH MEACHAM AIR FLD TWR      APPROX.10.3 KM 2394829.4 |
 CS3006| CY3065 WATAUGA 2 PT A                                     35419     |
 CS3006| CS3016 WATAUGA 2                           APPROX. 0.7 KM 3550814.4 |
 CS3006|---------------------------------------------------------------------|
 CS3006
 CS3006                          SUPERSEDED SURVEY CONTROL
 CS3006
 CS3006  NAD 83(1993)-  32 52 03.73767(N)    097 15 42.92364(W) AD(       ) 2
 CS3006  NAD 83(1986)-  32 52 03.73931(N)    097 15 42.92233(W) AD(       ) 2
 CS3006  NAD 27      -  32 52 03.28300(N)    097 15 41.86900(W) AD(       ) 2
 CS3006
 CS3006.Superseded values are not recommended for survey control.
 CS3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3006.See file dsdata.txt to determine how the superseded data were derived.
 CS3006
 CS3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6261637960(NAD 83)
 CS3006_MARKER: DS = TRIANGULATION STATION DISK
 CS3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3006
 CS3006  HISTORY     - Date     Condition        Report By
 CS3006  HISTORY     - 1947     MONUMENTED       CGS
 CS3006  HISTORY     - 1960     GOOD             CGS
 CS3006  HISTORY     - 1962     GOOD             CGS
 CS3006  HISTORY     - 1966     GOOD             CGS
 CS3006  HISTORY     - 1979     GOOD             NGS
 CS3006  HISTORY     - 1986     MARK NOT FOUND   LOCSUR
 CS3006
 CS3006                          STATION DESCRIPTION
 CS3006
 CS3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS3006'STATION IS LOCATED ABOUT 9 MILES NORTH NORTHEAST OF FT. WORTH
 CS3006'AND 4-1/2 MILES SOUTH OF KELLER.  STATION IS APPROXIMATELY
 CS3006'0.1 MILE EAST OF U.S. HIGHWAY NO. 377, 9.0 FEET NORTH OF WHITE
 CS3006'WITNESS POST AND 5 FEET NORTHWEST OF A FENCECORNER.  THE MARK
 CS3006'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED WATAUGA 1947.
 CS3006'
 CS3006'REFERENCE MARK NO. 1 IS 36.96 FEET EAST OF STATION AND 1 FOOT
 CS3006'NORTH OF FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 CS3006'IS STAMPED WATAUGA NO 1 1947.
 CS3006'
 CS3006'REFERENCE MARK NO. 2 IS 35.99 FEET SOUTH OF STATION AND 1 FOOT
 CS3006'WEST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 CS3006'IS STAMPED WATAUGA NO 2 1947.
 CS3006'
 CS3006'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHWEST OF STATION,
 CS3006'48 FEET EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 CS3006'NO 377, 29 FEET NORTH OF EAST WEST GRAVEL ROAD, 25 FEET EAST
 CS3006'OF EASTERN EDGE OF CEMENT CULVERT, 3.5 FEET WEST OF WHITE WITNESS
 CS3006'POST AND 1.5 FEET WEST OF FENCECORNER.  THE MARK PROJECTS
 CS3006'ABOUT 2 INCHES AND THE DISK IS STAMPED WATAUGA 1947.
 CS3006'
 CS3006'TO REACH STATION FROM INTERSECTION AT NORTHWEST CORNER OF
 CS3006'COURTHOUSE IN FT. WORTH GO EAST ON U.S. HIGHWAY NO 377 FOR
 CS3006'4.8 MILES TO WHERE U.S. HIGHWAY NO 377 TURNS NORTH.  TURN LEFT
 CS3006'AND GO NORTH 4.5 MILES TO HIGH KNOLL NEAR BRICK HOUSE AND STATION
 CS3006'ON RIGHT OR EAST OF HIGHWAY AS DESCRIBED.
 CS3006'
 CS3006'TO REACH AZIMUTH FROM STATION, GO SOUTH 0.4 MILE ALONG U.S.
 CS3006'HIGHWAY NO 377 TO AZIMUTH ON LEFT OR EAST OF HIGHWAY AS DESCRIBED.
 CS3006'
 CS3006'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS3006
 CS3006                          STATION RECOVERY (1960)
 CS3006
 CS3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 CS3006'STATION AND REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CS3006'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CS3006'STATION SITE ARE CORRECT.
 CS3006
 CS3006                          STATION RECOVERY (1962)
 CS3006
 CS3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS3006'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 CS3006'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 CS3006'FOUND.  THE ORIGINAL DESCRIPTION WAS USED FOR RECOVERY.
 CS3006'
 CS3006'THE FOLLOWING IS ROUTE TO REACH THE STATION AND ADDITIONAL
 CS3006'DISTANCES FOR RECOVERY OF STATION.  TO REACH THE STATION FROM
 CS3006'THE JUNCTION OF BELKNAP STREET, STATE ROUTES 121 AND 183, AND
 CS3006'U.S. HIGHWAY 377 IN FORT WORTH, GO NORTH FOR 0.5 MILE TO WHERE
 CS3006'U.S. HIGHWAY 377 TURNS NORTH.  BEAR NORTH ON U.S. HIGHWAY 377 AND
 CS3006'GO 4.5 MILES TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT, PASS
 CS3006'THROUGH THE CATTLE GUARD AND GO NORTHEAST ON A PRIVATE ROAD
 CS3006'FOR 0.1 MILE TO A BRICK HOUSE AND THE STATION ON TOP OF KNOLL.
 CS3006'
 CS3006'THE STATION IS ABOUT 200 FEET NORTHEAST OF THE HOUSE, 103 FEET
 CS3006'NORTHEAST OF THE NORTHEAST CORNER OF YARD FENCE, 26 FEET
 CS3006'EAST OF THE SOUTHEAST CORNER OF A CONCRETE WATER TANK, AND 5 FEET
 CS3006'NORTHWEST OF THE NORTHWEST CORNER OF A BARN LOT.
 CS3006
 CS3006                          STATION RECOVERY (1966)
 CS3006
 CS3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS3006'THE STATION MARK, REFERENCE MARKS NO. 1, AND NO. 2 WERE RECOVERED
 CS3006'IN GOOD CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 CS3006'A NEW AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION
 CS3006'FOLLOWS--STATION IS ABOUT 9 MILES NORTH OF FORT WORTH, ABOUT
 CS3006'4 MILES SOUTH OF KELLER, 1/2 MILE NORTH OF THE VILLAGE OF
 CS3006'WATAUGA, ON A LOW RIDGE WHICH IS ABOUT 0.1 MILE NORTH OF
 CS3006'U.S. HIGHWAY 377, AND ON LAND OWNED BY MR. H.D. BURBANK.
 CS3006'
 CS3006'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 121,
 CS3006'183 AND U.S. HIGHWAY 377 WHICH IS 0.5 MILE NORTHEAST OF THE
 CS3006'INTERSECTION OF BELKNAP AND E 28TH STREETS IN FORT WORTH, GO
 CS3006'NORTH ON U.S. HIGHWAY 377 FOR 4.15 MILE TO THE JUNCTION OF WATAUGA
 CS3006'DRIVE.  *CONTINUE NORTHERLY ON THE HIGHWAY 0.35 MILE TO A PRIVATE
 CS3006'DRIVEWAY ON THE RIGHT.  PASS THROUGH GATE, GO 0.15 MILE TO
 CS3006'RANCH HOUSE AND THE STATION.  *TO REACH AZIMUTH MARK FROM
 CS3006'THE JUNCTION OF WATAUGA DRIVE AND U.S. HIGHWAY 377, GO EAST
 CS3006'ON WATAUGA DRIVE 0.6 MILE TO WHITLEY ROAD.  TURN LEFT AND
 CS3006'FOLLOW WHITLEY ROAD FOR 0.5 MILE TO MARK ON THE RIGHT.
 CS3006'
 CS3006'STATION MARK, A STANDARD DISK, STAMPED WATAUGA 1947, IS SET
 CS3006'IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS3006'OF GROUND.  IT IS 103 FEET NORTHEAST OF THE NORTHEAST CORNER
 CS3006'OF FENCE WHICH SURROUNDS THE HOUSE, 26 FEET SOUTHEAST OF THE
 CS3006'SOUTHEAST CORNER OF A CONCRETE TANK, AND 5 FEET NORTHWEST
 CS3006'OF THE NORTHWEST CORNER OF A BARN LOT FENCE.
 CS3006'
 CS3006'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED WATAUGA NO 1 1947,
 CS3006'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2
 CS3006'INCHES.  IT IS 63 FEET EAST OF THE SOUTHEAST CORNER OF
 CS3006'CONCRETE TANK, AND 1 FOOT NORTH OF THE BARN LOT FENCE.
 CS3006'
 CS3006'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED WATAUGA NO 2
 CS3006'1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS3006'2 INCHES.  IT IS 82 FEET EAST OF THE NORTHEAST CORNER OF FENCE
 CS3006'WHICH SURROUNDS THE HOUSE, 24 FEET NORTH OF NORTHEAST CORNER
 CS3006'OF A SHED, AND 1 FOOT WEST OF FENCE.
 CS3006'
 CS3006'AZIMUTH MARK, A STANDARD DISK, STAMPED WATAUGA 1947 AZ 2 1966,
 CS3006'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES.
 CS3006'IT IS 25 FEET EAST OF CENTER LINE OF WHITLEY ROAD, 44 FEET SOUTH
 CS3006'OF CENTER OF THE EAST-WEST ROAD, AND 1.5 FEET SOUTH OF A METAL
 CS3006'WITNESS POST.
 CS3006'
 CS3006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 CS3006'SOUTH
 CS3006
 CS3006                          STATION RECOVERY (1979)
 CS3006
 CS3006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 CS3006'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3006'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 CS3006'AND ITS BELEIVED THE MARK HAD BEEN DESTROYED.
 CS3006'
 CS3006'THE DISTANCE AND DIRECTIONS TO REFERENCE MARKS WERE VERIFIED.
 CS3006'
 CS3006'THE STATION MARK, REFERENCE MARKS NO.1 AND NO.2 WILL BE DESTROYED
 CS3006'BY HOUSING DEVELOPMENT.
 CS3006'
 CS3006'WATAUGA 2 WAS ESTABLISHED OUT OF CONSTRUCTION AREA AND A TRAVERSE
 CS3006'TIE MADE BETWEEN THE TWO STATIONS.
 CS3006'
 CS3006'SEE DESCRIPTION TO WATAUGA 2 1979.
 CS3006
 CS3006                          STATION RECOVERY (1986)
 CS3006
 CS3006'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JRA)
 CS3006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3016 ***********************************************************************
 CS3016  DESIGNATION -  WATAUGA 2
 CS3016  PID         -  CS3016
 CS3016  STATE/COUNTY-  TX/TARRANT
 CS3016  USGS QUAD   -  HALTOM CITY (1981)
 CS3016
 CS3016                         *CURRENT SURVEY CONTROL
 CS3016  ___________________________________________________________________
 CS3016* NAD 83(1993)-  32 52 26.27740(N)    097 15 45.21147(W)     ADJUSTED  
 CS3016* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 CS3016  ___________________________________________________________________
 CS3016  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 CS3016  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS3016
 CS3016  HORZ ORDER  -  THIRD
 CS3016
 CS3016.The horizontal coordinates were established by classical geodetic methods
 CS3016.and adjusted by the National Geodetic Survey in February 1996..
 CS3016.No horizontal observational check was made to the station.
 CS3016
 CS3016.The orthometric height was scaled from a topographic map.
 CS3016
 CS3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3016
 CS3016.The geoid height was determined by GEOID03.
 CS3016
 CS3016;                    North         East     Units Scale Factor Converg.
 CS3016;SPC TXNC     - 2,134,559.013   715,790.126   MT  0.99987740   +0 40 29.6
 CS3016;SPC TXNC     - 7,003,132.36  2,348,388.11   sFT  0.99987740   +0 40 29.6
 CS3016;UTM  14      - 3,638,652.909   662,545.203   MT  0.99992578   +0 56 35.8
 CS3016
 CS3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3016!SPC TXNC     -   0.99997294  x   0.99987740  =   0.99985034
 CS3016!UTM  14      -   0.99997294  x   0.99992578  =   0.99989872
 CS3016
 CS3016|---------------------------------------------------------------------|
 CS3016| PID    Reference Object                     Distance      Geod. Az  |
 CS3016|                                                           dddmmss.s |
 CS3016| CY3066 WATAUGA 2 RM 3                       41.924 METERS 04349     |
 CS3016| CS3006 WATAUGA                             APPROX. 0.7 KM 1750813.2 |
 CS3016| CS2999 FORT WORTH TARRANT CO CTHSE TR      APPROX.14.5 KM 2070714.1 |
 CS3016| CY3065 WATAUGA 2 PT A                                     23759     |
 CS3016| CS3014 SAGINAW GLOBE AIRCRAFT CO TANK      APPROX. 7.9 KM 2591110.8 |
 CS3016| CY3067 WATAUGA 2 RM 4                                     32751     |
 CS3016|---------------------------------------------------------------------|
 CS3016
 CS3016                          SUPERSEDED SURVEY CONTROL
 CS3016
 CS3016  NAD 83(1993)-  32 52 26.27996(N)    097 15 45.19626(W) AD(       ) 3
 CS3016  NAD 83(1986)-  32 52 26.28159(N)    097 15 45.19497(W) AD(       ) 3
 CS3016  NAD 27      -  32 52 25.82587(N)    097 15 44.14177(W) AD(       ) 3
 CS3016
 CS3016.Superseded values are not recommended for survey control.
 CS3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3016.See file dsdata.txt to determine how the superseded data were derived.
 CS3016
 CS3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6254538653(NAD 83)
 CS3016_MARKER: DS = TRIANGULATION STATION DISK
 CS3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS3016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3016+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2002
 CS3016
 CS3016  HISTORY     - Date     Condition        Report By
 CS3016  HISTORY     - 1979     MONUMENTED       NGS
 CS3016  HISTORY     - 20020519 GOOD             INDIV
 CS3016
 CS3016                          STATION DESCRIPTION
 CS3016
 CS3016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 CS3016'THE STATION IS LOCATED ABOUT 9 MILES NORTH NORTHEAST OF DOWN TOWN
 CS3016'FORT WORTH, 4 MILES SOUTH OF KELLER, 1 MILE NORTH OF WATAUGA AND AT
 CS3016'THE INTERSECTION OF U.S. HIGHWAY 377 AND PREWETT ROAD.
 CS3016'
 CS3016'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377 AND FARM
 CS3016'ROAD 1709 IN KELLER, GO SOUTH ON U.S. HIGHWAY 377 FOR 4.55 MILES
 CS3016'TO THE JUNCTION OF PREWETT ROAD ON THE RIGHT AND STATION ON THE
 CS3016'RIGHT.
 CS3016'
 CS3016'THE STATION MARKS ARE STANDARD DISKS STAMPED WATAUGA 2 1979 SET IN THE
 CS3016'TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 CS3016'GROUND.  IT IS 87 FEET SOUTH SOUTHWEST OF THE CENTER OF RAILROAD
 CS3016'CROSSING, 76 FEET SOUTH OF THE CENTER OF PREWETT ROAD, 40 FEET EAST
 CS3016'OF CENTER OF RAY WHITE ROAD, 30 FEET WEST OF THE WEST RAIL OF RAIL
 CS3016'ROAD TRACKS, 8 FEET WEST OF A TELEPHONE POLE AND 3 FEET WEST OF A
 CS3016'METAL WITNESS POST.  THE SUB-SURFACE MARK IS ABOUT 30 INCHES BELOW
 CS3016'THE SURFACE OF THE GROUND, AND IRREGULAR MASS OF CONCRETE WITH METAL
 CS3016'PLUG.
 CS3016'
 CS3016'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED WATAUGA 2 NO 3 1979
 CS3016'SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE
 CS3016'GROUND.  IT IS 50 FEET WEST OF THE CENTER OF U.S. HIGHWAY 377, 48
 CS3016'FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, 29 FEET NORTH OF THE
 CS3016'CENTER OF PREWETT ROAD AND 3.5 FEET NORTH OF A HIGHLINE POLE.
 CS3016'
 CS3016'REFERENCE MARK NO.4 IS A STANDARD DISK STAMPED WATAUGA 2 NO 4 1979
 CS3016'SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE
 CS3016'SURFACE OF THE GROUND.  IT IS 41 FEET NORTHWEST OF THE CENTER OF THE
 CS3016'INTERSECTION OF PREWETT ROAD AND RAY WHITE ROAD, 33 FEET WEST OF THE
 CS3016'CENTER OF RAY WHITE ROAD, 25 FEET NORTH OF THE CENTER OF PREWETT ROAD,
 CS3016'11 FEET WEST NORTHWEST OF A HIGH LINE POLE, 1 FOOT SOUTH OF FENCE
 CS3016'LINE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 CS3016
 CS3016                          STATION RECOVERY (2002)
 CS3016
 CS3016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS3016'UNABLE TO LOCATE REFERENCE MARKERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0577 ***********************************************************************
 GK0577  DESIGNATION -  WATER
 GK0577  PID         -  GK0577
 GK0577  STATE/COUNTY-  TX/SHERMAN
 GK0577  USGS QUAD   -  PLEASURE POND (1974)
 GK0577
 GK0577                         *CURRENT SURVEY CONTROL
 GK0577  ___________________________________________________________________
 GK0577* NAD 83(1993)-  36 08 22.00324(N)    101 46 11.54166(W)     ADJUSTED  
 GK0577* NAVD 88     -      1061.217  (meters)    3481.68   (feet)  ADJUSTED  
 GK0577  ___________________________________________________________________
 GK0577  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 GK0577  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 GK0577  DYNAMIC HT  -        1060.032 (meters)    3477.79  (feet)  COMP
 GK0577  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 GK0577
 GK0577  HORZ ORDER  -  SECOND
 GK0577  VERT ORDER  -  SECOND    CLASS 0
 GK0577
 GK0577.The horizontal coordinates were established by classical geodetic methods
 GK0577.and adjusted by the National Geodetic Survey in February 1996..
 GK0577
 GK0577.The orthometric height was determined by differential leveling
 GK0577.and adjusted by the National Geodetic Survey in June 1991..
 GK0577
 GK0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0577
 GK0577.The geoid height was determined by GEOID03.
 GK0577
 GK0577.The dynamic height is computed by dividing the NAVD 88
 GK0577.geopotential number by the normal gravity value computed on the
 GK0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0577.degrees latitude (g = 980.6199 gals.).
 GK0577
 GK0577.The modeled gravity was interpolated from observed gravity values.
 GK0577
 GK0577;                    North         East     Units Scale Factor Converg.
 GK0577;SPC TX N     - 1,237,384.147   175,710.465   MT  0.99999006   -0 09 23.0
 GK0577;SPC TX N     - 4,059,651.16    576,476.75   sFT  0.99999006   -0 09 23.0
 GK0577;UTM  14      - 4,002,969.646   250,768.388   MT  1.00036543   -1 38 03.8
 GK0577
 GK0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0577!SPC TX N     -   0.99983761  x   0.99999006  =   0.99982767
 GK0577!UTM  14      -   0.99983761  x   1.00036543  =   1.00020298
 GK0577
 GK0577|---------------------------------------------------------------------|
 GK0577| PID    Reference Object                     Distance      Geod. Az  |
 GK0577|                                                           dddmmss.s |
 GK0577| GK0578 WATER RM 1                           12.676 METERS 07921     |
 GK0577| GK0908 SUNRAY KERR MC GEE OIL IND MST      APPROX.14.3 KM 1985149.3 |
 GK0577| GK0906 SUNRAY MUNICIPAL TANK               APPROX.14.2 KM 1990733.6 |
 GK0577| GK0905 SUNRAY COOP GRAIN ELEVATOR          APPROX.13.7 KM 2003217.0 |
 GK0577| GK0576 S 372 RESET                                        2671432.1 |
 GK0577| GK0579 WATER RM 2                           13.322 METERS 33804     |
 GK0577|---------------------------------------------------------------------|
 GK0577
 GK0577                          SUPERSEDED SURVEY CONTROL
 GK0577
 GK0577  NAD 83(1993)-  36 08 22.00280(N)    101 46 11.54186(W) AD(       ) 2
 GK0577  NAD 83(1986)-  36 08 22.01296(N)    101 46 11.53024(W) AD(       ) 2
 GK0577  NAD 27      -  36 08 21.89200(N)    101 46 09.92200(W) AD(       ) 2
 GK0577  NGVD 29 (??/??/92) 1060.723  (m)         3480.06   (f) ADJ UNCH    2 0
 GK0577
 GK0577.Superseded values are not recommended for survey control.
 GK0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0577.See file dsdata.txt to determine how the superseded data were derived.
 GK0577
 GK0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5076802970(NAD 83)
 GK0577_MARKER: DS = TRIANGULATION STATION DISK
 GK0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0577_STAMPING: WATER 1952
 GK0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0577+STABILITY: SURFACE MOTION
 GK0577
 GK0577  HISTORY     - Date     Condition        Report By
 GK0577  HISTORY     - 1952     MONUMENTED       CGS
 GK0577  HISTORY     - 1952     GOOD             CGS
 GK0577  HISTORY     - 1952     GOOD             CGS
 GK0577  HISTORY     - 1953     GOOD             CGS
 GK0577  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK0577
 GK0577                          STATION DESCRIPTION
 GK0577
 GK0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0577'STATION WAS VISITED BY LIGHTKEEPERS ONLY.
 GK0577'
 GK0577'THE STATION IS LOCATED ABOUT 22 MILES AIRLINE SOUTHWEST OF
 GK0577'GRUVER, 9 MILES AIRLINE NORTH NORTHEAST OF SUNRAY BETWEEN
 GK0577'COLDWATER CREEK AND POLODURO CREEK ON THE NORTH SIDE OF AN
 GK0577'EAST-WEST ROAD AT A T FENCE RUNNING NORTH.
 GK0577'
 GK0577'THE STATION IS A STANDARD DISK STAMPED WATER 1952 SET IN THE
 GK0577'TOP OF A CONCRETE CYLINDER PROJECTING ABOUT 2 INCHES AND IS ABOUT
 GK0577'3-1/2 FEET SOUTH OF AN EAST-WEST FENCE.
 GK0577'
 GK0577'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED WATER
 GK0577'NO 1 1952 SET IN THE TOP OF A CONCRETE CYLINDER PROJECTING ABOUT
 GK0577'6 INCHES AND IS 33 FEET EAST OF THE STATION NEAR FENCELINE.
 GK0577'
 GK0577'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED WATER NO
 GK0577'2 1952 SET IN THE TOP OF A CONCRETE CYLINDER PROJECTING ABOUT 6
 GK0577'INCHES AND IS 36 FEET NORTH NORTHWEST OF THE STATION.
 GK0577'
 GK0577'BENCH MARK S 342 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK
 GK0577'STAMPED S 342 SET IN THE TOP OF A CONCRETE CYLINDER 0.3 MILES WEST
 GK0577'OF THE STATION.
 GK0577'
 GK0577'TO REACH FROM THE CITY HALL IN SUNRAY GO NORTH ON STATE ROUTE 119
 GK0577'FOR 8.3 MILES TO AN EAST-WEST ROAD.  TURN RIGHT AND GO EASTERLY
 GK0577'FOR 3.3 MILES TO A T FENCE LEADING NORTH, A TRIANGLE BLAZE ON
 GK0577'POWER POLE AND STATION ON THE NORTH SIDE OF ROAD.
 GK0577
 GK0577                          STATION RECOVERY (1952)
 GK0577
 GK0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GK0577'8.0 MI. N ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND
 GK0577'AND PACIFIC RR STATION AT SUNRAY, THENCE 3.3 MI. E ALONG FARM
 GK0577'ROAD 1573, 0.3 MI. E OF A ROAD LEADING S, 41 FT N OF THE CENTER
 GK0577'LINE OF THE FARM ROAD, 20 FT SE OF A FENCE CORNER, 22 FT SE OF A
 GK0577'POWER POLE, 9 FT S OF A FENCE, 8 FT S OF A WITNESS POST, A
 GK0577'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 GK0577'WHICH IS FLUSH WITH THE GROUND, STAMPED WATER 1952.
 GK0577'
 GK0577'WATER R.M. 1 IS 41.5 FT E OF TRIANGULATION STATION WATER 1952,
 GK0577'49 FT N OF THE CENTER LINE OF THE FARM ROAD, 59 FT E OF A FENCE
 GK0577'CORNER, 61 FT E OF A POWER POLE, 1 FT S OF A FENCE, A REFERENCE
 GK0577'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GK0577'FT ABOVE THE GROUND, STAMPED WATER NO 1 1952.
 GK0577'
 GK0577'WATER R.M. 2 IS 43.6 FT NW OF TRIANGULATION STATION WATER 1952,
 GK0577'82 FT N OF THE CENTER LINE OF THE FARM ROAD, 30.4 FT N OF A POWER
 GK0577'POLE, 31.4 FT N OF AN E AND W FENCE, 1.6 FT E OF A FENCE
 GK0577'LEADING N, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 GK0577'POST WHICH PROJECTS 0.4 FT ABOVE THE GROUND STAMPED WATER NO 2
 GK0577'1952.
 GK0577
 GK0577                          STATION RECOVERY (1952)
 GK0577
 GK0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GK0577'11.3 MI NE FROM SUNRAY.
 GK0577'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO ROCK ISLAND AND
 GK0577'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 3.3 MILES EAST ALONG FARM
 GK0577'ROAD 1573, 0.3 MILE EAST OF A ROAD LEADING SOUTH, 41 FEET NORTH OF THE
 GK0577'CENTER LINE OF THE FARM ROAD, 20 FEET SOUTHEAST OF A FENCE CORNER, 22
 GK0577'FEET SOUTHEAST OF A POWER POLE, 9 FEET SOUTH OF A FENCE, 8 FEET SOUTH
 GK0577'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 GK0577'WITH THE GROUND.
 GK0577
 GK0577                          STATION RECOVERY (1953)
 GK0577
 GK0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0577'THE STATION IS LOCATED ON THE NORTH SIDE OF A GRAVELED EAST-WEST
 GK0577'ROAD, ABOUT 9 MILES AIRLINE NORTH-NORTHEAST OF SUNRAY, ABOUT 22
 GK0577'MILES AIRLINE SOUTHEAST OF STRATFORD, AND ABOUT 22 MILES AIRLINE
 GK0577'WEST-SOUTHWEST OF GRUVER.
 GK0577'
 GK0577'TO REACH THE STATION FROM THE POST OFFICE IN SUNRAY GO WEST 1
 GK0577'BLOCK TO A CROSS ROAD.  TURN RIGHT ONTO FARM ROAD 119 AND GO NORTH
 GK0577'8.2 MILES TO A T-ROAD.  TURN RIGHT ONTO FARM ROAD 1573 AS
 GK0577'PER SIGN, GRUVER AND GO EAST 3.0 MILES TO A SIDE ROAD AND THE
 GK0577'AZIMUTH MARK ON THE RIGHT.  KEEP STRAIGHT AHEAD, EAST, AND GO
 GK0577'0.3 MILE TO A WHITE WITNESS POST AND THE STATION ON THE LEFT.
 GK0577'
 GK0577'THE STATION MARK IS A STANDARD DISK STAMPED, WATER 1952 SET
 GK0577'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH
 GK0577'THE GROUND.  IT IS 8 FEET SOUTH OF A WHITE WITNESS POST, 41
 GK0577'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 22 FEET SOUTHEAST
 GK0577'OF A TRIANGULAR BLAZED POWER LINE POLE.
 GK0577'
 GK0577'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, WATER NO
 GK0577'1 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK0577'PROJECTS 3 INCHES AND IS 1 FOOT HIGHER THAN THE STATION.
 GK0577'IT IS 1 FOOT SOUTH OF A FENCE LINE AND 49 FEET NORTH OF THE
 GK0577'CENTERLINE OF THE ROAD.
 GK0577'
 GK0577'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, WATER NO
 GK0577'2 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK0577'PROJECTS 2 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION AS
 GK0577'THE STATION.  IT IS 1 FOOT EAST OF A FENCE LINE.
 GK0577'
 GK0577'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 GK0577'DISK STAMPED, S372 RESET 1943 1951 SET IN THE TOP OF AN 8-INCH
 GK0577'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 GK0577'IT IS 1 FOOT WEST OF A FENCE CORNER, 36 FEET EAST OF THE
 GK0577'CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, AND 50 FEET SOUTH
 GK0577'OF THE CENTERLINE OF FARM ROAD 1573.
 GK0577
 GK0577                          STATION RECOVERY (1973)
 GK0577
 GK0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WHL)
 GK0577'THE TRI-STATION, R.M. NO. 1 AND R.M. NO. 2 HAVE ALL BEEN
 GK0577'DESTROYED AND THE BRASS TABLETS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1571 ***********************************************************************
 AB1571  DESIGNATION -  WATER
 AB1571  PID         -  AB1571
 AB1571  STATE/COUNTY-  TX/CAMERON
 AB1571  USGS QUAD   -  LA LEONA (1982)
 AB1571
 AB1571                         *CURRENT SURVEY CONTROL
 AB1571  ___________________________________________________________________
 AB1571* NAD 83(1993)-  26 21 36.33931(N)    097 23 33.05094(W)     ADJUSTED  
 AB1571* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AB1571  ___________________________________________________________________
 AB1571  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AB1571  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 AB1571
 AB1571  HORZ ORDER  -  SECOND
 AB1571
 AB1571.The horizontal coordinates were established by classical geodetic methods
 AB1571.and adjusted by the National Geodetic Survey in February 1996..
 AB1571
 AB1571.The orthometric height was scaled from a topographic map.
 AB1571
 AB1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1571
 AB1571.The geoid height was determined by GEOID03.
 AB1571
 AB1571;                    North         East     Units Scale Factor Converg.
 AB1571;SPC TX S     - 5,077,312.297   410,532.548   MT  0.99995691   +0 30 10.1
 AB1571;SPC TX S     -16,657,815.43  1,346,888.87   sFT  0.99995691   +0 30 10.1
 AB1571;UTM  14      - 2,916,562.186   660,392.644   MT  0.99991763   +0 42 50.0
 AB1571
 AB1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1571!SPC TX S     -   1.00000195  x   0.99995691  =   0.99995886
 AB1571!UTM  14      -   1.00000195  x   0.99991763  =   0.99991958
 AB1571
 AB1571:                Primary Azimuth Mark                     Grid Az
 AB1571:SPC TX S     -  WATER AZ MK                              188 21 06.3
 AB1571:UTM  14      -  WATER AZ MK                              188 08 26.4
 AB1571
 AB1571|---------------------------------------------------------------------|
 AB1571| PID    Reference Object                     Distance      Geod. Az  |
 AB1571|                                                           dddmmss.s |
 AB1571| CV3565 WATER AZ MK                                        1885116.4 |
 AB1571| AB1589 RIO HONDO MUNICIPAL TANK            APPROX.22.9 KM 2335509.1 |
 AB1571| CV3567 WATER RM 1                           13.035 METERS 24401     |
 AB1571| CV3566 WATER RM                             14.610 METERS 26138     |
 AB1571| CV3568 WATER RM 2                           12.643 METERS 32834     |
 AB1571|---------------------------------------------------------------------|
 AB1571
 AB1571                          SUPERSEDED SURVEY CONTROL
 AB1571
 AB1571  NAD 83(1986)-  26 21 36.35353(N)    097 23 33.01184(W) AD(       ) 2
 AB1571  NAD 27      -  26 21 35.09500(N)    097 23 32.08400(W) AD(       ) 2
 AB1571
 AB1571.Superseded values are not recommended for survey control.
 AB1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1571.See file dsdata.txt to determine how the superseded data were derived.
 AB1571
 AB1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6039316562(NAD 83)
 AB1571_MARKER: DS = TRIANGULATION STATION DISK
 AB1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1571_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1571
 AB1571  HISTORY     - Date     Condition        Report By
 AB1571  HISTORY     - 1913     MONUMENTED       CGS
 AB1571  HISTORY     - 1931     POOR             USE
 AB1571  HISTORY     - 1939     SEE DESCRIPTION  CGS
 AB1571  HISTORY     - 1940     GOOD             CGS
 AB1571  HISTORY     - 1949     GOOD             CGS
 AB1571  HISTORY     - 1949     GOOD             CGS
 AB1571
 AB1571                          STATION DESCRIPTION
 AB1571
 AB1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1571'ON THE TOP OF THE HIGHEST HILL S OF THE SOUTHERN MOUTH OF THE
 AB1571'ARROYO COLORADO.  A LARGE FRESH-WATER POND IS ABOUT 1/4 MILE S
 AB1571'OF THE STATION.  THE STATION IS IN A CLUMP OF LIVE-OAK BRUSH.
 AB1571'THE HILL SHOWS PROMINENTLY FROM THE S AND W.  THE STATION IS
 AB1571'MARKED BY A CEMENT POST WHICH IS 2-1/2 FEET LONG AND 7-1/2 INCHES
 AB1571'IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD DISK STATION
 AB1571'MARK IS SET INTO THE CENTER OF THE TOP OF THE COLUMN.  THE
 AB1571'SUB-SURFACE MARK IS A NAIL OR SMALL WOODEN PEG SET INTO A
 AB1571'SMALL QUANTITY OF CEMENT, WHICH IS 6 INCHES BELOW THE CEMENT
 AB1571'POST.  SIX INCHES OF SAND OR EARTH SEPARATES THE SURFACE AND
 AB1571'SUB-SURFACE MARKS.  THE TOP OF THE SURFACE MARK PROJECTS ABOUT 2
 AB1571'INCHES ABOVE THE GROUND.
 AB1571'
 AB1571'THE REFERENCE MARK IS A CEMENT POST 2-1/2 FEET LONG AND 7-1/2
 AB1571'INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD DISK
 AB1571'REFERENCE MARK IS SET INTO THE TOP OF THE POST.  THE TABLET HAS
 AB1571'AN ARROW WHICH POINTS TOWARD THE STATION.  THE TOP OF THE
 AB1571'CEMENT POST IS ABOUT 6 INCHES ABOVE THE GROUND, AND IS DISTANT
 AB1571'(SURFACE MEASURE) 14.60 METERS (47.9 FEET) FROM THE STATION IN
 AB1571'AZIMUTH 81 DEG 38 MIN 04 SEC AND 2 FEET BELOW IT.  MAGNETIC
 AB1571'BEARINGS TO THE FOLLOWING POINTS ARE--POINT 1, S 73 DEG 30 MIN
 AB1571'W, POINT 2, N 20 DEG W, POINT 3, N 24 DEG 30 MIN E.  THE LEFT
 AB1571'TANGENT OF THE FRESH-WATER POND IS S 0 DEG 30 MIN E
 AB1571'(MAGNETIC), RIGHT TANGENT OF THE FRESH-WATER POND IS S 19 DEG
 AB1571'W (MAGNETIC).
 AB1571
 AB1571                          STATION RECOVERY (1931)
 AB1571
 AB1571'RECOVERY NOTE BY US ENGINEERS 1931
 AB1571'PART OF THE SURFACE MARK INCLUDING THE DISK STATION MARK WAS
 AB1571'BROKEN OFF.  NO NUMBERS OR LETTERS WERE FOUND STAMPED ON THE
 AB1571'MARK.
 AB1571'
 AB1571'REFERENCE MARK COULD NOT BE FOUND.
 AB1571
 AB1571                          STATION RECOVERY (1939)
 AB1571
 AB1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1571'STATION IS LOCATED ABOUT 14-3/4 MILES ENE OF RIO HONDO AND JUST
 AB1571'S OF S PASS OF ARROYO COLORADO DELTA.  ABOUT 0.6 MILE N OF
 AB1571'ARROYO COLORADO BOAT CHANNEL, ON THE BUENA VISTA RANCH, OWNED BY
 AB1571'MR. J.W. LUTTES OF TYLER, TEXAS.  IT IS AT THE N END OF AN
 AB1571'L-SHAPED RIDGE WHICH RUNS ALONG THE N SIDE OF CHANNEL.  THERE
 AB1571'IS ANOTHER HILL AT END OF THE POINT E OF THIS RIDGE.  THE
 AB1571'STATION IS AT THE HIGHEST POINT AT THE N END OF THE RIDGE, ABOUT
 AB1571'150 FEET S OF THE N END, AND NEAR CENTER OF A SMALL AREA
 AB1571'NEARLY CLEAR OF BRUSH.
 AB1571'
 AB1571'THE OLD SURFACE MARK HAD BEEN BROKEN OFF BUT THE SUB-SURFACE
 AB1571'MARK WAS RECOVERED.  STATION WAS RE-MARKED, SURFACE AND UNDERGROUND
 AB1571'MARKS BEING STANDARD BRONZE DISKS IN CONCRETE AS DESCRIBED IN
 AB1571'AND STAMPED WATER 1913-39.
 AB1571'
 AB1571'NO REFERENCE MARKS WERE FOUND AND NEW ONES WERE ESTABLISHED,
 AB1571'A STANDARD BRONZE DISK IN CONCRETE.
 AB1571'
 AB1571'THE AZIMUTH MARK IS ABOUT 1 MILE S OF THE STATION
 AB1571'ON THE E END OF A SMALL RIDGE, 410 FEET S OF THE EDGE OF THE
 AB1571'ARROYO COLORADO BOAT CHANNEL, AND 650 FEET E OF A WIRE FENCE GATE.
 AB1571'
 AB1571'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD CROSSING
 AB1571'IN RIO HONDO GO E ON PAVED ROAD 0.55 MILE TO WHERE PAVEMENT
 AB1571'TURNS S AND DIRT ROAD TURNS N, TURN LEFT (N) ON DIRT ROAD 2.8
 AB1571'MILES TO CROSSROADS, TURN RIGHT (E) AND FOLLOW DIRT ROAD 2.5
 AB1571'MILES TO MONTE GRANDE, CONTINUE E 6.1 MILES TO A GATE ON THE N
 AB1571'SIDE OF THE ROAD.  THIS GATE IS ABOUT 0.15 MILE W OF A T-ROAD
 AB1571'COMING IN FROM THE S.  TURN LEFT (N) THROUGH GATE, TAKE RIGHT
 AB1571'FORK AND FOLLOW TRAIL 1.9 MILES TO A FORK, TAKE RIGHT FORK (E)
 AB1571'0.4 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW TRAIL IN A
 AB1571'NORTHERLY DIRECTION 4.2 MILES, TAKE RIGHT FORK AND GO 0.75
 AB1571'MILE, TURN RIGHT (E) ALONG S SIDE OF CANAL 0.75 MILE TO END OF
 AB1571'TRUCK TRAVEL.  CROSS CANAL AND WALK NE 1/4 MILE TO OLD SHACK
 AB1571'ON TOP OF HILL, FROM SHACK GO N ABOUT 3/4 MILE TO NEXT HILL
 AB1571'AND STATION.
 AB1571
 AB1571                          STATION RECOVERY (1940)
 AB1571
 AB1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WLH)
 AB1571'RECOVERED.
 AB1571
 AB1571                          STATION RECOVERY (1949)
 AB1571
 AB1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1571'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 AB1571'2 AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 AB1571'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 AB1571'
 AB1571'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 AB1571'LOW RIDGE THAT IS COVERED WITH OAK AND CACTUS BRUSH, ABOUT 15
 AB1571'MILES EAST-NORTHEAST OF RIO HONDO, ABOUT 3/4 MILE NORTH OF THE
 AB1571'ARROYO COLORADO BOAT CHANNEL, AND IS ON THE BUENA VISTA RANCH
 AB1571'OWNED BY MR. J.W. LUTTES OF SAN BENITO, TEXAS.  IT IS STAMPED
 AB1571'WATER 1913 1939 AND PROJECTS 3 INCHES.
 AB1571'
 AB1571'REFERENCE MARK NO. 1 IS STAMPED WATER NO 1 1939 AND PROJECTS
 AB1571'4 INCHES.
 AB1571'
 AB1571'REFERENCE MARK NO. 2 IS STAMPED WATER NO 2 1939 AND PROJECTS
 AB1571'4 INCHES.
 AB1571'
 AB1571'THE AZIMUTH MARK IS LOCATED ABOUT 1 MILE SOUTH OF THE STATION,
 AB1571'ABOUT 400 FEET SOUTH FROM THE SOUTH EDGE OF THE CHANNEL, AND IS ON
 AB1571'THE EAST END OF A LOW RIDGE.  IT IS STAMPED WATER 1939 AND
 AB1571'PROJECTS 8 INCHES.
 AB1571'
 AB1571'TO REACH THE STATION FROM THE RAILROAD STATION IN RIO HONDO, GO
 AB1571'EAST ON STATE ROUTE 345 FOR 0.6 MILE TO A FORK, TAKE RIGHT FORK
 AB1571'FOR 0.05 MILE TO A T-ROAD LEFT (FARM ROUTE 106), TURN LEFT AND
 AB1571'FOLLOW ROUTE 106 EAST FOR 2.3 MILES TO POINT WHERE IT TURNS
 AB1571'NORTH, CONTINUE STRAIGHT AHEAD FOR 4.5 MILES TO CROSSROAD AND
 AB1571'SIGN R.C. SMITH RANCH 5 MILES, TURN LEFT AND CONTINUE NORTH ON
 AB1571'DIRT ROAD FOR 7.55 MILES TO THE ARROYO COLORADO CHANNEL, TURN
 AB1571'RIGHT THROUGH GATE AND FOLLOW TRACK ROAD ALONG THE CHANNEL FOR
 AB1571'1.5 MILES TO A FISH CAMP ON THE LEFT AND THE END OF TRUCK TRAVEL.
 AB1571'FROM THIS POINT TAKE BOAT AND GO NORTHERLY FOR 1/4 MILE TO A
 AB1571'FORK IN THE CHANNEL, TAKE THE RIGHT FORK AND FOLLOW THE NEW
 AB1571'CHANNEL EASTERLY FOR ABOUT 2-1/2 MILES TO A POINT OPPOSITE
 AB1571'AN OLD BUILDING ON THE NORTH SIDE OF CHANNEL AND THE AZIMUTH
 AB1571'MARK ON THE RIGHT (SOUTH) SIDE, FROM THIS POINT PACK
 AB1571'NORTHERLY, PASSING TO THE LEFT OF THE BUILDING, FOR ABOUT
 AB1571'1 MILE TO THE SUMMIT OF THE RIDGE AND THE STATIN AS
 AB1571'DESCRIBED.  AN EIGHT FOOT OBSERVING STAND IS ERECTED OVER
 AB1571'THE STATION MARK.
 AB1571
 AB1571                          STATION RECOVERY (1949)
 AB1571
 AB1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1571'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 AB1571'CONDITION.  THE 1949 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE AND
 AB1571'COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0920 ***********************************************************************
 CB0920  DESIGNATION -  WATER
 CB0920  PID         -  CB0920
 CB0920  STATE/COUNTY-  TX/COKE
 CB0920  USGS QUAD   -  DOG CREEK NE (1987)
 CB0920
 CB0920                         *CURRENT SURVEY CONTROL
 CB0920  ___________________________________________________________________
 CB0920* NAD 83(1993)-  31 41 52.90744(N)    100 45 04.66386(W)     ADJUSTED  
 CB0920* NAVD 88     -       755.2    (meters)    2478.     (feet)  VERTCON   
 CB0920  ___________________________________________________________________
 CB0920  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CB0920  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CB0920
 CB0920  HORZ ORDER  -  SECOND
 CB0920
 CB0920.The horizontal coordinates were established by classical geodetic methods
 CB0920.and adjusted by the National Geodetic Survey in February 1996..
 CB0920
 CB0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0920
 CB0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0920
 CB0920.The geoid height was determined by GEOID03.
 CB0920
 CB0920;                    North         East     Units Scale Factor Converg.
 CB0920;SPC TX C     - 3,225,268.175   660,378.407   MT  0.99995548   -0 12 55.0
 CB0920;SPC TX C     -10,581,567.34  2,166,591.49   sFT  0.99995548   -0 12 55.0
 CB0920;UTM  14      - 3,508,298.428   334,029.271   MT  0.99993975   -0 55 13.5
 CB0920
 CB0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0920!SPC TX C     -   0.99988527  x   0.99995548  =   0.99984075
 CB0920!UTM  14      -   0.99988527  x   0.99993975  =   0.99982503
 CB0920
 CB0920|---------------------------------------------------------------------|
 CB0920| PID    Reference Object                     Distance      Geod. Az  |
 CB0920|                                                           dddmmss.s |
 CB0920| CV5753 WATER RM 1                            6.340 METERS 14932     |
 CB0920| CB0917 WATER VALLEY MC LAUGHLIN MON        APPROX. 6.3 KM 1572433.2 |
 CB0920| CV5752 WATER AZ MK                                        1761435.3 |
 CB0920| CV5754 WATER RM 2                            5.185 METERS 25841     |
 CB0920|---------------------------------------------------------------------|
 CB0920
 CB0920                          SUPERSEDED SURVEY CONTROL
 CB0920
 CB0920  NAD 83(1986)-  31 41 52.91456(N)    100 45 04.64996(W) AD(       ) 2
 CB0920  NAD 27      -  31 41 52.37900(N)    100 45 03.27100(W) AD(       ) 2
 CB0920  NGVD 29 (07/19/86)  755.0    (m)         2477.     (f) VERT ANG       
 CB0920
 CB0920.Superseded values are not recommended for survey control.
 CB0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0920.See file dsdata.txt to determine how the superseded data were derived.
 CB0920
 CB0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA3402908298(NAD 83)
 CB0920_MARKER: DS = TRIANGULATION STATION DISK
 CB0920_SETTING: 66 = SET IN ROCK OUTCROP
 CB0920
 CB0920  HISTORY     - Date     Condition        Report By
 CB0920  HISTORY     - 1943     MONUMENTED       CGS
 CB0920  HISTORY     - 1947     GOOD             LOCSUR
 CB0920  HISTORY     - 1956     GOOD             USGS
 CB0920
 CB0920                          STATION DESCRIPTION
 CB0920
 CB0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0920'STATION IS LOCATED ABOUT 2.5 MILES NW OF WATER VALLEY, ON THE S
 CB0920'END OF A FLAT RIDGE ABOUT 1 MILE NE OF U.S. HIGHWAY 87, AND IS
 CB0920'NEAR THE COKE-TOM GREEN COUNTY LINE, 45 PACES W OF WIRE FENCE
 CB0920'WHERE FENCE CROSSES THE HIGHEST POINT, AND 10 FEET E OF SMALL ROCK
 CB0920'PILE ON THE HIGHEST PART OF THE HILL.  THE MARK IS A BRONZE
 CB0920'STATION DISK SET IN A LARGE OUTCROP OF BEDROCK AND IS STAMPED
 CB0920'WATER 1943.
 CB0920'
 CB0920'REFERENCE MARK 1 IS SE OF THE STATION.  IT IS A BRONZE REFERENCE
 CB0920'DISK SET IN A SMALL OUTCROP OF BEDROCK FLUSH WITH THE GROUND.
 CB0920'
 CB0920'REFERENCE MARK 2 IS W OF THE STATION.  IT IS A BRONZE REFERENCE
 CB0920'DISK SET IN A SMALL OUTCROP OF BEDROCK FLUSH WITH THE GROUND.
 CB0920'
 CB0920'AZIMUTH MARK IS SE OF THE STATION, 33 PACES NW OF A WATER TANK,
 CB0920'44 PACES W OF THE N LEG OF THE WINDMILL.  IT IS A BRONZE AZIMUTH
 CB0920'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 CB0920'
 CB0920'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CB0920'REFERENCE MARKS ARE ALSO STAMPED WITH NUMBER.
 CB0920'
 CB0920'THE STATION IS REACHED FROM THE POST OFFICE IN WATER VALLEY.
 CB0920'GO NW ON U.S. HIGHWAY 87 FOR 2.2 MILES TO A DIRT ROAD LEADING
 CB0920'RIGHT ACROSS RAILROAD AND A STONE ARCH ON THE LEFT, TURN RIGHT
 CB0920'ACROSS RAILROAD, KEEPING RIGHT ON DIRT ROAD FOR 0.25 MILE TO A
 CB0920'BLADED FIRE GUARD.  BEAR RIGHT ALONG FIRE GUARD FOR 0.05 MILE,
 CB0920'TAKE LEFT FORK ACROSS FIRE GUARD FOR 0.3 MILE TO A WINDMILL AND
 CB0920'TANK (THE AZIMUTH MARK IS AT THIS POINT), PASS LEFT OF THE TANK
 CB0920'AND WINDMILL, CONTINUE ALONG MAIN-TRAVELED ROAD FOR 0.5 MILE
 CB0920'TO END OF TRUCK TRAVEL IN SADDLE BETWEEN SMALL DETACHED HILL
 CB0920'AND S END OF THE MAIN RIDGE.  PACK N ABOUT 0.25 MILE TO HIGHEST
 CB0920'PART OF HILL AND STATION.
 CB0920'
 CB0920'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CB0920
 CB0920                          STATION RECOVERY (1947)
 CB0920
 CB0920'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0920'STATION AND AZIMUTH MARKS ARE IN GOOD CONDITION.  DID NOT RECOVER
 CB0920'THE REFERENCE MARKS.  RECOVERED BY GEN GEO CO.
 CB0920
 CB0920                          STATION RECOVERY (1956)
 CB0920
 CB0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CB0920'STATION MARK--BRONZE USC AND GS DISK, SET IN LARGE OUTCROP OF BEDROCK,
 CB0920'AND STAMPED ---WATER 1943---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0552 ***********************************************************************
 CE0552  DESIGNATION -  WATER
 CE0552  PID         -  CE0552
 CE0552  STATE/COUNTY-  TX/EL PASO
 CE0552  USGS QUAD   -  EL PASO (1997)
 CE0552
 CE0552                         *CURRENT SURVEY CONTROL
 CE0552  ___________________________________________________________________
 CE0552* NAD 83(1993)-  31 46 49.85284(N)    106 26 13.60472(W)     ADJUSTED  
 CE0552* NAVD 88     -      1141.     (meters)    3743.     (feet)  SCALED    
 CE0552  ___________________________________________________________________
 CE0552  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CE0552  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CE0552
 CE0552  HORZ ORDER  -  SECOND
 CE0552
 CE0552.The horizontal coordinates were established by classical geodetic methods
 CE0552.and adjusted by the National Geodetic Survey in February 1996..
 CE0552
 CE0552.The orthometric height was scaled from a topographic map.
 CE0552
 CE0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0552
 CE0552.The geoid height was determined by GEOID03.
 CE0552
 CE0552;                    North         East     Units Scale Factor Converg.
 CE0552;SPC TX C     - 3,250,196.193   122,170.103   MT  0.99997400   -3 08 37.7
 CE0552;SPC TX C     -10,663,352.01    400,819.75   sFT  0.99997400   -3 08 37.7
 CE0552;UTM  13      - 3,517,006.695   363,928.284   MT  0.99982836   -0 45 25.2
 CE0552
 CE0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0552!SPC TX C     -   0.99982474  x   0.99997400  =   0.99979874
 CE0552!UTM  13      -   0.99982474  x   0.99982836  =   0.99965313
 CE0552
 CE0552:                Primary Azimuth Mark                     Grid Az
 CE0552:SPC TX C     -  WATER AZ MK                              085 59 03.4
 CE0552:UTM  13      -  WATER AZ MK                              083 35 50.9
 CE0552
 CE0552|---------------------------------------------------------------------|
 CE0552| PID    Reference Object                     Distance      Geod. Az  |
 CE0552|                                                           dddmmss.s |
 CE0552| CC7627 WATER AZ MK                                        0825025.7 |
 CE0552| CC7628 WATER RM 1                           28.444 METERS 11520     |
 CE0552| CC7629 WATER RM 2                           45.491 METERS 19249     |
 CE0552|---------------------------------------------------------------------|
 CE0552
 CE0552                          SUPERSEDED SURVEY CONTROL
 CE0552
 CE0552  NAD 83(1993)-  31 46 49.85456(N)    106 26 13.60326(W) AD(       ) 2
 CE0552  NAD 83(1986)-  31 46 49.85630(N)    106 26 13.60279(W) AD(       ) 2
 CE0552  NAD 27      -  31 46 49.46800(N)    106 26 11.65200(W) AD(       ) 2
 CE0552
 CE0552.Superseded values are not recommended for survey control.
 CE0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0552.See file dsdata.txt to determine how the superseded data were derived.
 CE0552
 CE0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6392817007(NAD 83)
 CE0552_MARKER: DS = TRIANGULATION STATION DISK
 CE0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0552
 CE0552  HISTORY     - Date     Condition        Report By
 CE0552  HISTORY     - 1934     MONUMENTED       CGS
 CE0552  HISTORY     - 1953     GOOD             USE
 CE0552  HISTORY     - 1954     MARK NOT FOUND   AMS
 CE0552
 CE0552                          STATION DESCRIPTION
 CE0552
 CE0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CE0552'ABOUT 1-1/2 MILES NORTH OF THE RIO GRANDE AND APPROXIMATELY
 CE0552'50 FEET WEST OF THE EAST CITY LIMIT LINE OF THE CITY OF EL
 CE0552'PASO, ON CITY PROPERTY NEAR THE SOUTH END OF A SMALL PARK,
 CE0552'WHICH IS A CITY WATER WORKS AND HAS A RESERVOIR TANK AT ITS
 CE0552'NORTH END, ALSO ABOUT 1/2 MILE SOUTHWEST OF LORETTO COLLEGE.
 CE0552'SURFACE MARK IS ABOUT 130 FEET EAST OF THE CENTER LINE OF A
 CE0552'DIRT STREET WHICH RUNS NORTH AND SOUTH AND BORDERS THE PARK
 CE0552'ON THE WEST, 59.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CE0552'A STEEL FENCE AROUND A PUMP HOUSE, AND PROJECTS ABOUT 4
 CE0552'INCHES ABOVE GROUND.
 CE0552'
 CE0552'TO REACH FROM THE CORNER OF PIEDRAS AND MONTANA STREETS
 CE0552'IN EL PASO (ALSO THE JUNCTION OF U.S. HIGHWAYS 70 AND 62),
 CE0552'GO EAST ON MONTANA STREET 1.4 MILES TO A CACTUS GARDEN ON THE
 CE0552'LEFT AND CITY WATER PUMPING PARK AT THE CITY LIMITS ON THE
 CE0552'RIGHT, TURN RIGHT (SOUTH) ON A DIRT STREET AND GO 0.2 MILE TO
 CE0552'A CONCRETE PUMP HOUSE WITH A WELL DERRICK AND A HIGH STEEL
 CE0552'FENCE SURROUNDING THE WELL HOUSE, ON THE LEFT (EAST) SIDE OF
 CE0552'THE STREET NEAR THE SOUTH END OF THE PARK.  SUPPLIES AND
 CE0552'WATER IN EL PASO.
 CE0552'
 CE0552'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CE0552'BRONZE DISKS SET IN CONCRETE.
 CE0552'
 CE0552'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 91.1
 CE0552'FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A STEEL FENCE
 CE0552'SURROUNDING THE PUMP HOUSE, AND PROJECTS ABOUT 6 INCHES.
 CE0552'
 CE0552'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 1.95 FEET NORTH
 CE0552'OF EAST-WEST FENCE, 99.0 FEET EAST OF CENTER LINE OF DIRT
 CE0552'STREET WHICH RUNS NORTH AND SOUTH AND BORDERS THE PARK ON THE
 CE0552'WEST, AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 CE0552'
 CE0552'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 191.4 FEET
 CE0552'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE AROUND
 CE0552'THE WELL HOUSE, 10.92 FEET WEST OF POWER LINE POLE, AND
 CE0552'PROJECTS ABOUT 6 INCHES ABOVE GROUND.  THE MARK COULD NOT BE SEEN
 CE0552'FROM THE STATION AND IT WAS NECESSARY TO PLUMB IN A LIGHT OVER
 CE0552'IT.
 CE0552'
 CE0552'A 10-FOOT STAND WILL CLEAR ALL LINES, EXCEPT TO THE AZIMUTH MARK.
 CE0552
 CE0552                          STATION RECOVERY (1953)
 CE0552
 CE0552'RECOVERY NOTE BY US ENGINEERS 1953 (WJP)
 CE0552'LETTER OF LT. COL. W.J. PRITCHARD, HEADQUARTERS, AAA AND GUIDED
 CE0552'MISSILE CENTER, FORT BLISS, TEXAS, DATED 17 APRIL 1953--
 CE0552'
 CE0552'STATION HAS BEEN COMPLETELY DISTURBED.
 CE0552
 CE0552                          STATION RECOVERY (1954)
 CE0552
 CE0552'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0552'STATION PRESUMED LOST.  STATION, AZIMUTH MARK, AND REFERENCE
 CE0552'MARKS COULD NOT BE FOUND.  MADISON STREET IS NOW RADFORD
 CE0552'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5792 ***********************************************************************
 AW5792  DESIGNATION -  WATER 1933
 AW5792  PID         -  AW5792
 AW5792  STATE/COUNTY-  TX/GALVESTON
 AW5792  USGS QUAD   -  FLAKE (1994)
 AW5792
 AW5792                         *CURRENT SURVEY CONTROL
 AW5792  ___________________________________________________________________
 AW5792* NAD 83(1993)-  29 25 55.73932(N)    094 42 31.88410(W)     ADJUSTED  
 AW5792* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5792  ___________________________________________________________________
 AW5792  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW5792  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW5792
 AW5792  HORZ ORDER  -  THIRD
 AW5792
 AW5792.The horizontal coordinates were established by classical geodetic methods
 AW5792.and adjusted by the National Geodetic Survey in February 1996..
 AW5792
 AW5792.The orthometric height was scaled from a topographic map.
 AW5792
 AW5792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5792
 AW5792.The geoid height was determined by GEOID03.
 AW5792
 AW5792;                    North         East     Units Scale Factor Converg.
 AW5792;SPC TXSC     - 4,184,827.966 1,016,223.550   MT  0.99986468   +2 06 08.2
 AW5792;SPC TXSC     -13,729,723.09  3,334,060.10   sFT  0.99986468   +2 06 08.2
 AW5792;UTM  15      - 3,257,080.552   334,241.699   MT  0.99993903   -0 50 23.7
 AW5792
 AW5792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5792!SPC TXSC     -   1.00000405  x   0.99986468  =   0.99986873
 AW5792!UTM  15      -   1.00000405  x   0.99993903  =   0.99994308
 AW5792
 AW5792                          SUPERSEDED SURVEY CONTROL
 AW5792
 AW5792  NAD 83(1986)-  29 25 55.75543(N)    094 42 31.86446(W) AD(       ) 3
 AW5792  NAD 27      -  29 25 54.91355(N)    094 42 31.16475(W) AD(       ) 3
 AW5792
 AW5792.Superseded values are not recommended for survey control.
 AW5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5792.See file dsdata.txt to determine how the superseded data were derived.
 AW5792
 AW5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3424257081(NAD 83)
 AW5792_MARKER: DS = TRIANGULATION STATION DISK
 AW5792_SETTING: 0 = UNSPECIFIED SETTING
 AW5792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5792
 AW5792  HISTORY     - Date     Condition        Report By
 AW5792  HISTORY     - 1933     MONUMENTED       CGS
 AW5792  HISTORY     - 1942     GOOD             CGS
 AW5792  HISTORY     - 1947     GOOD             CGS
 AW5792  HISTORY     - 1960     GOOD             CGS
 AW5792  HISTORY     - 1962     GOOD             CGS
 AW5792  HISTORY     - 1962     GOOD             CGS
 AW5792  HISTORY     - 1963     GOOD             PHILIP
 AW5792  HISTORY     - 1965     GOOD             CGS
 AW5792  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW5792  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 AW5792  HISTORY     - 20020708 MARK NOT FOUND   USPSQD
 AW5792
 AW5792                          STATION DESCRIPTION
 AW5792
 AW5792'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5792'STATION IS LOCATED ON THE N SIDE OF BOLIVAR PENINSULA, ABOUT
 AW5792'6 MILES NE OF PORT BOLIVAR, 2 MILES W OF FLAKE, TEXAS, AND
 AW5792'133 METERS SW BY W OF THE SW CORNER OF GEORGE SEIVERS HOUSE.
 AW5792'IT IS 7.5 METERS NW BY N OF THE CENTER LINE OF A SHELL ROAD,
 AW5792'13 METERS W OF A N-S HEDGE OF SALT CEDARS, AND 102 METERS
 AW5792'SE FROM THE INTERSECTION OF THE SE SHORE OF EAST BAY AND
 AW5792'THE SE SIDE OF THE INTRACOASTAL WATERWAY.
 AW5792'
 AW5792'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW5792'IN CONCRETE.
 AW5792'
 AW5792'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 AW5792
 AW5792                          STATION RECOVERY (1942)
 AW5792
 AW5792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCA)
 AW5792'STATION WAS RECOVERED AND THE STATION MARK WAS FOUND IN GOOD
 AW5792'CONDITION.  THERE WERE NO REFERENCE MARKS.  THE STATION WAS
 AW5792'NOT OCCUPIED.  GEORGE SEIVER IS DEAD AND HIS HOUSE HAS FALLEN
 AW5792'DOWN, BUT THE FOUNDATION IS STILL STANDING.
 AW5792'
 AW5792'STATION IS LOCATED ABOUT 225 FEET SSW OF THE BAY SHORE, ABOUT
 AW5792'66 FEET NE OF ROAD ENTRANCE TO A FRAME HOUSE, AND ABOUT 24
 AW5792'FEET NW BY N OF DIRT ROAD.  THE SIDE OF THE ROAD THAT THE
 AW5792'STATION IS ON IS LINED WITH SALT CEDARS.
 AW5792'
 AW5792'STATION MARK IS FLUSH WITH THE GROUND AND IS STAMPED WATER
 AW5792'1933.
 AW5792
 AW5792                          STATION RECOVERY (1947)
 AW5792
 AW5792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5792'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 AW5792'RECOVERY NOTE OF 1942 BY H.C.A.
 AW5792'
 AW5792'THE STATION IS 23 METERS SSE OF A ONE-STORY COTTAGE COVERED
 AW5792'WITH BROWN ASPHALT PAPER RESEMBLING BRICK, AT THE S EDGE OF
 AW5792'A ROW OF SALT CEDARS, AND 7.5 METERS NNW OF A SHELL ROAD.
 AW5792
 AW5792                          STATION RECOVERY (1960)
 AW5792
 AW5792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5792'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AW5792'FOLLOWS.  STATION IS LOCATED ON BOLIVAR PENINSULA ABOUT 7 MILES
 AW5792'NORTHEAST OF THE FERRY LANDING AND BOLIVAR YACHT BASIN.  STATION
 AW5792'IS 153.0 FEET SOUTHEAST OF THE SOUTHEAST BANK OF THE INTRACOASTAL
 AW5792'WATERWAY, 86.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AW5792'A HOUSE, 69.0 FEET EAST OF THE ROAD LEADING PAST THE YACHT BASIN
 AW5792'TO THE WATERWAY, 49.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AW5792'OF A HOUSE, 24.0 FEET NORTH OF AN ABANDONED ROAD AND 1.5 FEET
 AW5792'SOUTHEAST OF A WITNESS POST.  A STANDARD DISK STAMPED WATER
 AW5792'1933 IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW5792'
 AW5792'TO REACH FROM THE FERRY LANDING AT BOLIVAR POINT, GO NORTHEAST
 AW5792'ON STATE HIGHWAY 87 FOR 6.5 MILES TO A CROSSROADS, TURN LEFT
 AW5792'AND FOLLOW ROAD TO BOLIVAR YACHT BASIN FOR 1.0 MILES TO THE
 AW5792'STATION ON THE RIGHT.
 AW5792
 AW5792                          STATION RECOVERY (1962)
 AW5792
 AW5792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW5792'STATION RECOVERED IN GOOD CONDITION.  THE 1960 RECOVERY NOTE
 AW5792'BY J.K.W. IS ADEQUATE.
 AW5792
 AW5792                          STATION RECOVERY (1962)
 AW5792
 AW5792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW5792'RECOVERED IN GOOD CONDITION.  1960 DESCRIPTION ADEQUATE.
 AW5792
 AW5792                          STATION RECOVERY (1963)
 AW5792
 AW5792'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1963 (JGM)
 AW5792'STATION FOUND IN GOOD CONDITION.
 AW5792
 AW5792                          STATION RECOVERY (1965)
 AW5792
 AW5792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5792'STATION RECOVERED AS DESCRIBED BY JKW IN 1960.
 AW5792
 AW5792                          STATION RECOVERY (1999)
 AW5792
 AW5792'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5792'MARK NOT FOUND.
 AW5792
 AW5792                          STATION RECOVERY (2001)
 AW5792
 AW5792'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW5792'MARK NOT FOUND.
 AW5792
 AW5792                          STATION RECOVERY (2002)
 AW5792
 AW5792'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0130 ***********************************************************************
 CB0130  DESIGNATION -  WATER GAGE DAM USGS
 CB0130  PID         -  CB0130
 CB0130  STATE/COUNTY-  TX/TOM GREEN
 CB0130  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0130
 CB0130                         *CURRENT SURVEY CONTROL
 CB0130  ___________________________________________________________________
 CB0130* NAD 83(1986)-  31 27 28.     (N)    100 26 04.     (W)     SCALED    
 CB0130* NAVD 88     -       549.886  (meters)    1804.08   (feet)  ADJUSTED  
 CB0130  ___________________________________________________________________
 CB0130  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CB0130  DYNAMIC HT  -         549.134 (meters)    1801.62  (feet)  COMP
 CB0130  MODELED GRAV-     979,256.1   (mgal)                       NAVD 88
 CB0130
 CB0130  VERT ORDER  -  FIRST     CLASS II
 CB0130
 CB0130.The horizontal coordinates were scaled from a topographic map and have
 CB0130.an estimated accuracy of +/- 6 seconds.
 CB0130
 CB0130.The orthometric height was determined by differential leveling
 CB0130.and adjusted by the National Geodetic Survey in June 1991..
 CB0130
 CB0130.The geoid height was determined by GEOID03.
 CB0130
 CB0130.The dynamic height is computed by dividing the NAVD 88
 CB0130.geopotential number by the normal gravity value computed on the
 CB0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0130.degrees latitude (g = 980.6199 gals.).
 CB0130
 CB0130.The modeled gravity was interpolated from observed gravity values.
 CB0130
 CB0130;                    North         East    Units  Estimated Accuracy
 CB0130;SPC TX C     - 3,198,560.      690,390.      MT  (+/- 180 meters Scaled)
 CB0130
 CB0130                          SUPERSEDED SURVEY CONTROL
 CB0130
 CB0130  NGVD 29 (??/??/92)  549.725  (m)         1803.56   (f) ADJ UNCH    1 2
 CB0130
 CB0130.Superseded values are not recommended for survey control.
 CB0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0130.See file dsdata.txt to determine how the superseded data were derived.
 CB0130
 CB0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV637812(NAD 83)
 CB0130_MARKER: DD = SURVEY DISK
 CB0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0130_SP_SET: DAM
 CB0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0130
 CB0130  HISTORY     - Date     Condition        Report By
 CB0130  HISTORY     - UNK      MONUMENTED       USGS
 CB0130  HISTORY     - 1933     GOOD             NGS
 CB0130  HISTORY     - 1935     MARK NOT FOUND   NGS
 CB0130  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0130
 CB0130                          STATION DESCRIPTION
 CB0130
 CB0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0130'IN SAN ANGELO.
 CB0130'UNDER CHADBURN AVE. BRIDGE, WEST SIDE OF CONCHO RIVER.  SET IN TOP OF
 CB0130'OLD CONCRETE DAM.  ALL OF THE TOP SURFACE OF THIS DAM HAS BEEN REMOVED
 CB0130'EXCEPT THE PORTION WHICH CONTAINS THIS MARK.  NOTE-- DAM IS UNDER
 CB0130'WATER.
 CB0130
 CB0130                          STATION RECOVERY (1935)
 CB0130
 CB0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0130'MARK NOT FOUND.
 CB0130
 CB0130                          STATION RECOVERY (1981)
 CB0130
 CB0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0129 ***********************************************************************
 CB0129  DESIGNATION -  WATER GAUGE BRIDGE
 CB0129  PID         -  CB0129
 CB0129  STATE/COUNTY-  TX/TOM GREEN
 CB0129  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0129
 CB0129                         *CURRENT SURVEY CONTROL
 CB0129  ___________________________________________________________________
 CB0129* NAD 83(1986)-  31 27 29.     (N)    100 26 04.     (W)     SCALED    
 CB0129* NAVD 88     -       551.090  (meters)    1808.03   (feet)  ADJUSTED  
 CB0129  ___________________________________________________________________
 CB0129  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CB0129  DYNAMIC HT  -         550.337 (meters)    1805.56  (feet)  COMP
 CB0129  MODELED GRAV-     979,256.2   (mgal)                       NAVD 88
 CB0129
 CB0129  VERT ORDER  -  FIRST     CLASS II
 CB0129
 CB0129.The horizontal coordinates were scaled from a topographic map and have
 CB0129.an estimated accuracy of +/- 6 seconds.
 CB0129
 CB0129.The orthometric height was determined by differential leveling
 CB0129.and adjusted by the National Geodetic Survey in June 1991..
 CB0129
 CB0129.The geoid height was determined by GEOID03.
 CB0129
 CB0129.The dynamic height is computed by dividing the NAVD 88
 CB0129.geopotential number by the normal gravity value computed on the
 CB0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0129.degrees latitude (g = 980.6199 gals.).
 CB0129
 CB0129.The modeled gravity was interpolated from observed gravity values.
 CB0129
 CB0129;                    North         East    Units  Estimated Accuracy
 CB0129;SPC TX C     - 3,198,590.      690,390.      MT  (+/- 180 meters Scaled)
 CB0129
 CB0129                          SUPERSEDED SURVEY CONTROL
 CB0129
 CB0129  NGVD 29 (??/??/92)  550.93   (m)         1807.5    (f) COMPUTED    1 2
 CB0129
 CB0129.Superseded values are not recommended for survey control.
 CB0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0129.See file dsdata.txt to determine how the superseded data were derived.
 CB0129
 CB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV637812(NAD 83)
 CB0129_MARKER: DD = SURVEY DISK
 CB0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0129_SP_SET: PIER
 CB0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0129
 CB0129  HISTORY     - Date     Condition        Report By
 CB0129  HISTORY     - UNK      MONUMENTED       USGS
 CB0129  HISTORY     - 1933     GOOD             NGS
 CB0129
 CB0129                          STATION DESCRIPTION
 CB0129
 CB0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0129'IN SAN ANGELO.
 CB0129'AT CHADBURN AVENUE BRIDGE.  NOTE-- ONLY DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0578 ***********************************************************************
 GK0578  DESIGNATION -  WATER RM 1
 GK0578  PID         -  GK0578
 GK0578  STATE/COUNTY-  TX/SHERMAN
 GK0578  USGS QUAD   -  PLEASURE POND (1974)
 GK0578
 GK0578                         *CURRENT SURVEY CONTROL
 GK0578  ___________________________________________________________________
 GK0578* NAD 83(1986)-  36 08 21.     (N)    101 46 11.     (W)     SCALED    
 GK0578* NAVD 88     -      1061.446  (meters)    3482.43   (feet)  ADJUSTED  
 GK0578  ___________________________________________________________________
 GK0578  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 GK0578  DYNAMIC HT  -        1060.261 (meters)    3478.54  (feet)  COMP
 GK0578  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 GK0578
 GK0578  VERT ORDER  -  SECOND    CLASS 0
 GK0578
 GK0578.The horizontal coordinates were scaled from a topographic map and have
 GK0578.an estimated accuracy of +/- 6 seconds.
 GK0578
 GK0578.The orthometric height was determined by differential leveling
 GK0578.and adjusted by the National Geodetic Survey in June 1991..
 GK0578
 GK0578.The geoid height was determined by GEOID03.
 GK0578
 GK0578.The dynamic height is computed by dividing the NAVD 88
 GK0578.geopotential number by the normal gravity value computed on the
 GK0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0578.degrees latitude (g = 980.6199 gals.).
 GK0578
 GK0578.The modeled gravity was interpolated from observed gravity values.
 GK0578
 GK0578;                    North         East    Units  Estimated Accuracy
 GK0578;SPC TX N     - 1,237,350.      175,720.      MT  (+/- 180 meters Scaled)
 GK0578
 GK0578                          SUPERSEDED SURVEY CONTROL
 GK0578
 GK0578  NGVD 29 (??/??/92) 1060.952  (m)         3480.81   (f) ADJ UNCH    2 0
 GK0578
 GK0578.Superseded values are not recommended for survey control.
 GK0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0578.See file dsdata.txt to determine how the superseded data were derived.
 GK0578
 GK0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF507029(NAD 83)
 GK0578_MARKER: DR = REFERENCE MARK DISK
 GK0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0578_STAMPING: WATER NO 1 1952
 GK0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0578+STABILITY: SURFACE MOTION
 GK0578
 GK0578  HISTORY     - Date     Condition        Report By
 GK0578  HISTORY     - 1952     MONUMENTED       CGS
 GK0578
 GK0578                          STATION DESCRIPTION
 GK0578
 GK0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0578'11.3 MI NE FROM SUNRAY.
 GK0578'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0578'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 3.3 MILES EAST ALONG FARM
 GK0578'ROAD 1573, 0.3 MILE EAST OF A ROAD LEADING SOUTH, 49 FEET NORTH OF THE
 GK0578'CENTER LINE OF THE FARM ROAD, 59 FEET EAST OF A FENCE CORNER, 61 FEET
 GK0578'EAST OF A POWER POLE, 41.5 FEET EAST OF TRIANGULATION STATION WATER
 GK0578'1952, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 GK0578'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0579 ***********************************************************************
 GK0579  DESIGNATION -  WATER RM 2
 GK0579  PID         -  GK0579
 GK0579  STATE/COUNTY-  TX/SHERMAN
 GK0579  USGS QUAD   -  PLEASURE POND (1974)
 GK0579
 GK0579                         *CURRENT SURVEY CONTROL
 GK0579  ___________________________________________________________________
 GK0579* NAD 83(1986)-  36 08 21.     (N)    101 46 11.     (W)     SCALED    
 GK0579* NAVD 88     -      1061.371  (meters)    3482.18   (feet)  ADJUSTED  
 GK0579  ___________________________________________________________________
 GK0579  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 GK0579  DYNAMIC HT  -        1060.186 (meters)    3478.29  (feet)  COMP
 GK0579  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 GK0579
 GK0579  VERT ORDER  -  SECOND    CLASS 0
 GK0579
 GK0579.The horizontal coordinates were scaled from a topographic map and have
 GK0579.an estimated accuracy of +/- 6 seconds.
 GK0579
 GK0579.The orthometric height was determined by differential leveling
 GK0579.and adjusted by the National Geodetic Survey in June 1991..
 GK0579
 GK0579.The geoid height was determined by GEOID03.
 GK0579
 GK0579.The dynamic height is computed by dividing the NAVD 88
 GK0579.geopotential number by the normal gravity value computed on the
 GK0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0579.degrees latitude (g = 980.6199 gals.).
 GK0579
 GK0579.The modeled gravity was interpolated from observed gravity values.
 GK0579
 GK0579;                    North         East    Units  Estimated Accuracy
 GK0579;SPC TX N     - 1,237,350.      175,720.      MT  (+/- 180 meters Scaled)
 GK0579
 GK0579                          SUPERSEDED SURVEY CONTROL
 GK0579
 GK0579  NGVD 29 (??/??/92) 1060.878  (m)         3480.56   (f) ADJ UNCH    2 0
 GK0579
 GK0579.Superseded values are not recommended for survey control.
 GK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0579.See file dsdata.txt to determine how the superseded data were derived.
 GK0579
 GK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF507029(NAD 83)
 GK0579_MARKER: DR = REFERENCE MARK DISK
 GK0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0579_STAMPING: WATER NO 2 1952
 GK0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0579+STABILITY: SURFACE MOTION
 GK0579
 GK0579  HISTORY     - Date     Condition        Report By
 GK0579  HISTORY     - 1952     MONUMENTED       CGS
 GK0579
 GK0579                          STATION DESCRIPTION
 GK0579
 GK0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0579'11.3 MI NE FROM SUNRAY.
 GK0579'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0579'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 3.3 MILES EAST ALONG FARM
 GK0579'ROAD 1573, 0.3 MILE EAST OF A ROAD LEADING SOUTH, 82 FEET NORTH OF THE
 GK0579'CENTER LINE OF THE FARM ROAD, 43.6 FEET NORTHWEST OF TRIANGULATION
 GK0579'STATION WATER 1952, 30.4 FEET NORTH OF A POWER POLE, 31.4 FEET NORTH
 GK0579'OF AN EAST AND WEST FENCE, 1.6 FEET EAST OF A FENCE LEADING NORTH, SET
 GK0579'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GK0579'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0917 ***********************************************************************
 CB0917  DESIGNATION -  WATER VALLEY MC LAUGHLIN MON
 CB0917  PID         -  CB0917
 CB0917  STATE/COUNTY-  TX/TOM GREEN
 CB0917  USGS QUAD   -  WATER VALLEY (1984)
 CB0917
 CB0917                         *CURRENT SURVEY CONTROL
 CB0917  ___________________________________________________________________
 CB0917* NAD 83(1993)-  31 38 43.16595(N)    100 43 32.38429(W)     ADJUSTED  
 CB0917* NAVD 88     -                                                        
 CB0917  ___________________________________________________________________
 CB0917  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 CB0917  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CB0917
 CB0917  HORZ ORDER  -  THIRD
 CB0917
 CB0917.The horizontal coordinates were established by classical geodetic methods
 CB0917.and adjusted by the National Geodetic Survey in February 1996..
 CB0917
 CB0917
 CB0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0917
 CB0917.The geoid height was determined by GEOID03.
 CB0917
 CB0917;                    North         East     Units Scale Factor Converg.
 CB0917;SPC TX C     - 3,219,415.558   662,787.741   MT  0.99994473   -0 12 07.5
 CB0917;SPC TX C     -10,562,365.88  2,174,496.11   sFT  0.99994473   -0 12 07.5
 CB0917;UTM  14      - 3,502,416.726   336,366.444   MT  0.99993025   -0 54 20.1
 CB0917
 CB0917                          SUPERSEDED SURVEY CONTROL
 CB0917
 CB0917  NAD 83(1986)-  31 38 43.17351(N)    100 43 32.37023(W) AD(       ) 4
 CB0917  NAD 27      -  31 38 42.62700(N)    100 43 30.99700(W) AD(       ) 3
 CB0917
 CB0917.Superseded values are not recommended for survey control.
 CB0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0917.See file dsdata.txt to determine how the superseded data were derived.
 CB0917
 CB0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA3636602417(NAD 83)
 CB0917_MARKER: 70 = MONUMENT
 CB0917
 CB0917  HISTORY     - Date     Condition        Report By
 CB0917  HISTORY     - 1943     FIRST OBSERVED   CGS
 CB0917
 CB0917                          STATION DESCRIPTION
 CB0917
 CB0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0917'STATION IS A STONE MONUMENT LOCATED ON THE N END OF MC LAUGHLIN
 CB0917'MOUNTAIN.  THE MONUMENT IS A NATIVE STONE STRUCTURE ABOUT 20
 CB0917'FEET IN DIAMETER AT THE BASE, AND ABOUT 30 FEET HIGH.  THERE
 CB0917'IS A LARGE CROSS ON TOP OF THE MONUMENT WHICH WAS THE POINT
 CB0917'OBSERVED ON.  THE MONUMENT WAS ERECTED DURING WORLD WAR 1,
 CB0917'IN MEMORY OF THE MEN FROM THE COMMUNITY OF WATER VALLEY WHO
 CB0917'FOUGHT IN THE WAR.  THERE IS A TABLET ON THE MONUMENT WITH THE
 CB0917'NAMES OF THESE MEN AND THE NAMES OF THE ALLIED GENERALS UNDER
 CB0917'WHOM THESE MEN FOUGHT.  THERE IS ANOTHER SMALL STONE TOWER
 CB0917'LOCATED ON THE S END OF THE MOUNTAIN.  HOWEVER, THIS TOWER
 CB0917'IS NOT PROMINENT AND WAS NOT LOCATED.  AN INTERSECTION
 CB0917'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0919 ***********************************************************************
 CB0919  DESIGNATION -  WATER VALLEY RESET
 CB0919  PID         -  CB0919
 CB0919  STATE/COUNTY-  TX/TOM GREEN
 CB0919  USGS QUAD   -  DOG CREEK NE (1987)
 CB0919
 CB0919                         *CURRENT SURVEY CONTROL
 CB0919  ___________________________________________________________________
 CB0919* NAD 83(1993)-  31 37 40.59894(N)    100 45 21.29268(W)     ADJUSTED  
 CB0919* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 CB0919  ___________________________________________________________________
 CB0919  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CB0919  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CB0919
 CB0919  HORZ ORDER  -  SECOND
 CB0919
 CB0919.The horizontal coordinates were established by classical geodetic methods
 CB0919.and adjusted by the National Geodetic Survey in February 1996..
 CB0919
 CB0919.The orthometric height was scaled from a topographic map.
 CB0919
 CB0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0919
 CB0919.The geoid height was determined by GEOID03.
 CB0919
 CB0919;                    North         East     Units Scale Factor Converg.
 CB0919;SPC TX C     - 3,217,499.120   659,911.011   MT  0.99994137   -0 13 03.6
 CB0919;SPC TX C     -10,556,078.36  2,165,058.04   sFT  0.99994137   -0 13 03.6
 CB0919;UTM  14      - 3,500,535.762   333,466.423   MT  0.99994206   -0 55 15.7
 CB0919
 CB0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0919!SPC TX C     -   0.99988634  x   0.99994137  =   0.99982772
 CB0919!UTM  14      -   0.99988634  x   0.99994206  =   0.99982841
 CB0919
 CB0919|---------------------------------------------------------------------|
 CB0919| PID    Reference Object                     Distance      Geod. Az  |
 CB0919|                                                           dddmmss.s |
 CB0919| CV5756 WATER VALLEY RM 1                    19.360 METERS 04335     |
 CB0919| CB0917 WATER VALLEY MC LAUGHLIN MON        APPROX. 3.5 KM 0560640.3 |
 CB0919| CV5757 WATER VALLEY RM 2                    23.155 METERS 12858     |
 CB0919| CV5755 WATER VALLEY AZ MK                                 2863325.3 |
 CB0919|---------------------------------------------------------------------|
 CB0919
 CB0919                          SUPERSEDED SURVEY CONTROL
 CB0919
 CB0919  NAD 83(1986)-  31 37 40.60602(N)    100 45 21.27875(W) AD(       ) 2
 CB0919  NAD 27      -  31 37 40.05900(N)    100 45 19.90600(W) AD(       ) 2
 CB0919
 CB0919.Superseded values are not recommended for survey control.
 CB0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0919.See file dsdata.txt to determine how the superseded data were derived.
 CB0919
 CB0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA3346600536(NAD 83)
 CB0919_MARKER: DS = TRIANGULATION STATION DISK
 CB0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0919
 CB0919  HISTORY     - Date     Condition        Report By
 CB0919  HISTORY     - 1943     MONUMENTED       CGS
 CB0919  HISTORY     - 1947     GOOD             LOCSUR
 CB0919
 CB0919                          STATION DESCRIPTION
 CB0919
 CB0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0919'STATION IS ON CENTRAL PORTION OF HILL W OF NORTH CONCHO, ABOUT
 CB0919'2.5 MILES SW FROM WATER VALLEY POST OFFICE, AND W OF A LOW
 CB0919'GAP IN THE RANGE OF HILLS.  THE MARK IS A BRONZE STATION DISK
 CB0919'SET IN A FLAT-TOP STONE ABOUT 10- BY 18-INCHES AND FLUSH WITH THE
 CB0919'GROUND.  IT IS STAMPED WATER VALLEY 1893 1943.
 CB0919'
 CB0919'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE
 CB0919'DISK SET IN A SMALL FLAT-TOP STONE FLUSH WITH THE GROUND, AND IS
 CB0919'80 YARDS W OF THE EDGE OF THE HILL.
 CB0919'
 CB0919'REFERENCE MARK 2 IS S OF THE STATION.  IT IS A BRONZE
 CB0919'REFERENCE DISK SET IN A SMALL FLAT-TOP STONE FLUSH WITH THE
 CB0919'GROUND, AND IS 100 YARDS W OF THE EDGE OF THE HILL AND E OF SMALL
 CB0919'CLUMP OF THORN BRUSH.
 CB0919'
 CB0919'AZIMUTH MARK IS ABOUT 5 MILES NW OF THE STATION AT AN S CURVE
 CB0919'OF THE ROAD, 20 PACES S OF THE CENTER LINE OF THE ROAD AND
 CB0919'ABOUT ON THE CENTER LINE OF THE E TANGENT OF THE ROAD, IF
 CB0919'EXTENDED, 14 PACES N OF THE FENCE.  IT IS A BRONZE AZIMUTH DISK
 CB0919'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 CB0919'
 CB0919'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CB0919'REFERENCE MARKS ARE ALSO STAMPED WITH NUMBER.
 CB0919'
 CB0919'THE STATION IS REACHED FROM THE POST OFFICE IN WATER VALLEY.
 CB0919'GO W ON U.S. HIGHWAY 87 FOR 0.65 MILE, TURN LEFT ON SURFACED
 CB0919'ROAD FOR 3.1 MILES TO WHERE THE ROAD TURNS SHARP RIGHT,* CONTINUE
 CB0919'STRAIGHT AHEAD THROUGH A GATE 0.3 MILE TO ANOTHER GATE, PASS
 CB0919'THROUGH THE GATE AND FOLLOW THE MAIN-TRAVELED ROAD FOR 0.65
 CB0919'MILE PASSING OVER A PASS IN THE HILL TO A CURVE LEFT AND A
 CB0919'BLAZED TREE ON THE RIGHT.  TURN RIGHT UP A RAVINE, KEEPING LEFT
 CB0919'TO THE HEAD OF THE RAVINE AND END OF TRUCK TRAVEL.  THE
 CB0919'STATION IS ABOUT 250 YARDS STRAIGHT AHEAD (S), 11 FEET E
 CB0919'OF A 5-INCH LONE TREE.
 CB0919'
 CB0919'*THE AZIMUTH MARK IS 5.1 MILES FROM THIS POINT ON THE S SIDE OF
 CB0919'THE ROAD AT THE START OF AN S CURVE.
 CB0919'
 CB0919'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CB0919
 CB0919                          STATION RECOVERY (1947)
 CB0919
 CB0919'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0919'STATION IS IN GOOD CONDITION.  DIDNOT RECOVER REFERENCE OR
 CB0919'AZIMUTH MARKS.  RECOVERED BY GEN GEO CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3871 ***********************************************************************
 AW3871  DESIGNATION -  WATER WELL 1108 A
 AW3871  PID         -  AW3871
 AW3871  STATE/COUNTY-  TX/HARRIS
 AW3871  USGS QUAD   -  LEAGUE CITY (1995)
 AW3871
 AW3871                         *CURRENT SURVEY CONTROL
 AW3871  ___________________________________________________________________
 AW3871* NAD 83(1986)-  29 36 29.     (N)    095 00 54.     (W)     SCALED    
 AW3871* NAVD 88     -         4.05   (+/-2cm)      13.3    (feet)  VERTCON   
 AW3871  ___________________________________________________________________
 AW3871  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW3871
 AW3871  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3871
 AW3871.The horizontal coordinates were scaled from a topographic map and have
 AW3871.an estimated accuracy of +/- 6 seconds.
 AW3871
 AW3871.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3871.The vertical order pertains to the NGVD 29 superseded value.
 AW3871
 AW3871.The geoid height was determined by GEOID03.
 AW3871
 AW3871;                    North         East    Units  Estimated Accuracy
 AW3871;SPC TXSC     - 4,203,260.      985,880.      MT  (+/- 180 meters Scaled)
 AW3871
 AW3871                          SUPERSEDED SURVEY CONTROL
 AW3871
 AW3871  NGVD 29 (??/??/92)    4.046  (m)           13.27   (f) ADJ UNCH    1 2
 AW3871
 AW3871.Superseded values are not recommended for survey control.
 AW3871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3871.See file dsdata.txt to determine how the superseded data were derived.
 AW3871
 AW3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN048770(NAD 83)
 AW3871_MARKER: X = CHISELED CROSS
 AW3871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3871_SP_SET: WELL CASING
 AW3871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3871
 AW3871  HISTORY     - Date     Condition        Report By
 AW3871  HISTORY     - UNK      MONUMENTED       USGS
 AW3871  HISTORY     - 1958     GOOD             NGS
 AW3871  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3871  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3871  HISTORY     - 19980328 MARK NOT FOUND   USPSQD
 AW3871  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW3871  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AW3871
 AW3871                          STATION DESCRIPTION
 AW3871
 AW3871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW3871'3.65 MI N FROM SEABROOK.
 AW3871'ABOUT 3.35 MILES NORTH ALONG STATE HIGHWAY 146 FROM THE NEW FIRST
 AW3871'METHODIST CHURCH AT SEABROOK, THENCE ABOUT 0.2 MILE EAST ALONG AN
 AW3871'ASPHALT ROAD LEADING TO TODVILLE, THENCE ABOUT 0.1 MILE SOUTH ACROSS A
 AW3871'PASTURE, IN THE NORTHEAST SIDE OF A FENCED IN SLUSH PIT, 144 FEET
 AW3871'SOUTH OF THE SOUTH EDGE OF A CLUMP OF TREES, 46 FEET SOUTHEAST OF A
 AW3871'FENCE CORNER, 4 1/2 FEET SOUTHWEST OF A FENCE, AND ON THE TOP OF THE
 AW3871'NORTHEAST EDGE OF A 4-INCH WATER WELL CASING PROJECTING 14 INCHES.
 AW3871
 AW3871                          STATION RECOVERY (1973)
 AW3871
 AW3871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3871'MARK NOT FOUND.
 AW3871
 AW3871                          STATION RECOVERY (1990)
 AW3871
 AW3871'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW3871'MARK NOT FOUND.
 AW3871
 AW3871                          STATION RECOVERY (1998)
 AW3871
 AW3871'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3871'MARK NOT FOUND.
 AW3871
 AW3871                          STATION RECOVERY (2001)
 AW3871
 AW3871'RECOVERY NOTE BY US POWER SQUADRON 2001 (CRB)
 AW3871'MARK NOT FOUND.
 AW3871
 AW3871                          STATION RECOVERY (2005)
 AW3871
 AW3871'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4588 ***********************************************************************
 AW4588  DESIGNATION -  WATER WELL 149 USGS
 AW4588  PID         -  AW4588
 AW4588  STATE/COUNTY-  TX/HARRIS
 AW4588  USGS QUAD   -  WARREN LAKE (1980)
 AW4588
 AW4588                         *CURRENT SURVEY CONTROL
 AW4588  ___________________________________________________________________
 AW4588* NAD 83(1986)-  29 54 16.     (N)    095 49 09.     (W)     SCALED    
 AW4588* NAVD 88     -        50.81   (+/-2cm)     166.7    (feet)  VERTCON   
 AW4588  ___________________________________________________________________
 AW4588  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW4588
 AW4588  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4588
 AW4588.The horizontal coordinates were scaled from a topographic map and have
 AW4588.an estimated accuracy of +/- 6 seconds.
 AW4588
 AW4588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4588.The vertical order pertains to the NGVD 29 superseded value.
 AW4588
 AW4588.The geoid height was determined by GEOID03.
 AW4588
 AW4588;                    North         East    Units  Estimated Accuracy
 AW4588;SPC TXSC     - 4,233,710.      907,140.      MT  (+/- 180 meters Scaled)
 AW4588
 AW4588                          SUPERSEDED SURVEY CONTROL
 AW4588
 AW4588  NGVD 29 (??/??/92)   50.805  (m)          166.68   (f) ADJ UNCH    2 0
 AW4588
 AW4588.Superseded values are not recommended for survey control.
 AW4588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4588.See file dsdata.txt to determine how the superseded data were derived.
 AW4588
 AW4588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP277115(NAD 83)
 AW4588_MARKER: X = CHISELED CROSS
 AW4588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4588_SP_SET: WELL CASING
 AW4588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4588
 AW4588  HISTORY     - Date     Condition        Report By
 AW4588  HISTORY     - UNK      MONUMENTED       USGS
 AW4588  HISTORY     - 1954     GOOD             NGS
 AW4588  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4588
 AW4588                          STATION DESCRIPTION
 AW4588
 AW4588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4588'8.7 MI N FROM KATY.
 AW4588'8.45 MILES NORTH ALONG THE KATY AND HOCKLEY ROAD FROM THE MISSOURI,
 AW4588'KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, THENCE 0.25 MILE
 AW4588'EAST ALONG THE KATY AND HOCKLEY ROAD, 232 FEET NORTH OF THE CENTER
 AW4588'LINE OF THE ROAD, 150 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 AW4588'LEADING NORTH, UNDER A WINDMILL TOWER, 3 FEET ABOVE THE GROUND, ON TOP
 AW4588'OF THE WEST EDGE OF A 4 INCH WELL CASING.
 AW4588
 AW4588                          STATION RECOVERY (1973)
 AW4588
 AW4588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1826 ***********************************************************************
 AW1826  DESIGNATION -  WATER WELL 171
 AW1826  PID         -  AW1826
 AW1826  STATE/COUNTY-  TX/HARRIS
 AW1826  USGS QUAD   -  CYPRESS (1995)
 AW1826
 AW1826                         *CURRENT SURVEY CONTROL
 AW1826  ___________________________________________________________________
 AW1826* NAD 83(1986)-  29 58 13.     (N)    095 41 53.     (W)     SCALED    
 AW1826* NAVD 88     -        45.979  (meters)     150.85   (feet)  ADJUSTED  
 AW1826  ___________________________________________________________________
 AW1826  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW1826  DYNAMIC HT  -          45.917 (meters)     150.65  (feet)  COMP
 AW1826  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 AW1826
 AW1826  VERT ORDER  -  FIRST     CLASS II
 AW1826
 AW1826.The horizontal coordinates were scaled from a topographic map and have
 AW1826.an estimated accuracy of +/- 6 seconds.
 AW1826
 AW1826.The orthometric height was determined by differential leveling
 AW1826.and adjusted by the National Geodetic Survey in June 1991..
 AW1826
 AW1826.The geoid height was determined by GEOID03.
 AW1826
 AW1826.The dynamic height is computed by dividing the NAVD 88
 AW1826.geopotential number by the normal gravity value computed on the
 AW1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1826.degrees latitude (g = 980.6199 gals.).
 AW1826
 AW1826.The modeled gravity was interpolated from observed gravity values.
 AW1826
 AW1826;                    North         East    Units  Estimated Accuracy
 AW1826;SPC TXSC     - 4,241,330.      918,620.      MT  (+/- 180 meters Scaled)
 AW1826
 AW1826                          SUPERSEDED SURVEY CONTROL
 AW1826
 AW1826  NGVD 29 (12/23/87)   45.972  (m)          150.83   (f) ADJUSTED    1 2
 AW1826
 AW1826.Superseded values are not recommended for survey control.
 AW1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1826.See file dsdata.txt to determine how the superseded data were derived.
 AW1826
 AW1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP396185(NAD 83)
 AW1826_MARKER: X = CHISELED CROSS
 AW1826_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1826_SP_SET: WELL CASING
 AW1826_MARK LOGO: NONE  
 AW1826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1826+STABILITY: POSITION/ELEVATION WELL
 AW1826
 AW1826  HISTORY     - Date     Condition        Report By
 AW1826  HISTORY     - UNK      MONUMENTED       USGS
 AW1826  HISTORY     - 1973     GOOD             NGS
 AW1826  HISTORY     - 1978     GOOD             NGS
 AW1826  HISTORY     - 1986     GOOD             NGS
 AW1826  HISTORY     - 1990     POOR             USPSQD
 AW1826  HISTORY     - 1991     GOOD             USPSQD
 AW1826
 AW1826                          STATION DESCRIPTION
 AW1826
 AW1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1826'0.3 MI NW FROM CYPRESS.
 AW1826'ABOUT 0.3 MILE NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1826'CYPRESS, 95 YARDS (P) EAST-NORTHEAST OF THE EAST CORNER OF AN EXXON
 AW1826'SERVICE STATION, 113 FEET NORTH OF THE NORTHEAST CORNER OF THE
 AW1826'JUERGENS STORE, 41 FEET EAST OF THE EAST END OF A LARGE MOBILE HOME, 7
 AW1826'FEET SOUTH OF THE SOUTH SIDE OF AN OLD SHED, 12 1/2 FEET EAST OF THE
 AW1826'SOUTHEAST CONCRETE FOOTING OF A WATER TANK (NOW GONE), 2 INCHES EAST
 AW1826'OF A 10-INCH FORKED ELM TREE, A VERY SMALL CHISELED CROSS ON THE SOUTH
 AW1826'EDGE OF A 4-INCH WELL CASING WICH PROJECTS 2 FEET ABOVE THE LEVEL OF
 AW1826'THE GROUND.
 AW1826
 AW1826                          STATION RECOVERY (1978)
 AW1826
 AW1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1826'RECOVERED IN GOOD CONDITION.
 AW1826
 AW1826                          STATION RECOVERY (1986)
 AW1826
 AW1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1826'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.2 KM (0.1 MI)
 AW1826'NORTHWESTERLY ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 AW1826'SPRING-CYPRESS ROAD IN CYPRESS.  ADD--84.6 M (277.6 FT) NORTHWEST OF
 AW1826'THE CENTERLINE OF THE HIGHWAY.
 AW1826
 AW1826                          STATION RECOVERY (1990)
 AW1826
 AW1826'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1826'MARK RECOVERED IN POOR CONDITION.
 AW1826
 AW1826                          STATION RECOVERY (1991)
 AW1826
 AW1826'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4612 ***********************************************************************
 AW4612  DESIGNATION -  WATER WELL 178
 AW4612  PID         -  AW4612
 AW4612  STATE/COUNTY-  TX/HARRIS
 AW4612  USGS QUAD   -  CYPRESS (1995)
 AW4612
 AW4612                         *CURRENT SURVEY CONTROL
 AW4612  ___________________________________________________________________
 AW4612* NAD 83(1986)-  29 55 33.     (N)    095 38 03.     (W)     SCALED    
 AW4612* NAVD 88     -        41.29   (+/-2cm)     135.5    (feet)  VERTCON   
 AW4612  ___________________________________________________________________
 AW4612  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW4612
 AW4612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4612
 AW4612.The horizontal coordinates were scaled from a topographic map and have
 AW4612.an estimated accuracy of +/- 6 seconds.
 AW4612
 AW4612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4612.The vertical order pertains to the NGVD 29 superseded value.
 AW4612
 AW4612.The geoid height was determined by GEOID03.
 AW4612
 AW4612;                    North         East    Units  Estimated Accuracy
 AW4612;SPC TXSC     - 4,236,580.      924,930.      MT  (+/- 180 meters Scaled)
 AW4612
 AW4612                          SUPERSEDED SURVEY CONTROL
 AW4612
 AW4612  NGVD 29 (??/??/92)   41.280  (m)          135.43   (f) ADJ UNCH    2 0
 AW4612
 AW4612.Superseded values are not recommended for survey control.
 AW4612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4612.See file dsdata.txt to determine how the superseded data were derived.
 AW4612
 AW4612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP457134(NAD 83)
 AW4612_MARKER: X = CHISELED CROSS
 AW4612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4612_SP_SET: WELL CASING
 AW4612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4612
 AW4612  HISTORY     - Date     Condition        Report By
 AW4612  HISTORY     - UNK      MONUMENTED       USGS
 AW4612  HISTORY     - 1954     GOOD             NGS
 AW4612  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4612
 AW4612                          STATION DESCRIPTION
 AW4612
 AW4612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4612'4.95 MI SE FROM CYPRESS.
 AW4612'4.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4612'CYPRESS, 21 FEET SOUTHWEST OF THE EAST CORNER OF A HOUSE, 14 FEET
 AW4612'SOUTHEAST OF THE SOUTHEAST SIDE OF THE HOUSE, 32.5 FEET EAST OF THE
 AW4612'SOUTH CORNER OF THE HOUSE, 17 FEET NORTHWEST OF THE CENTER LINE OF A
 AW4612'PRIVATE DRIVEWAY, 127 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW4612'HIGHWAY, 3 FEET NORTHWEST OF A WATER METER, 0.2 FOOT ABOVE THE GROUND,
 AW4612'ON THE TOP OF THE SOUTHWEST EDGE OF A 3 INCH WATER WELL CASING.
 AW4612
 AW4612                          STATION RECOVERY (1973)
 AW4612
 AW4612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1912 ***********************************************************************
 AW1912  DESIGNATION -  WATER WELL 183 A USGS
 AW1912  PID         -  AW1912
 AW1912  STATE/COUNTY-  TX/HARRIS
 AW1912  USGS QUAD   -  CYPRESS (1995)
 AW1912
 AW1912                         *CURRENT SURVEY CONTROL
 AW1912  ___________________________________________________________________
 AW1912* NAD 83(1986)-  29 52 47.     (N)    095 39 13.     (W)     SCALED    
 AW1912* NAVD 88     -        39.84   (+/-2cm)     130.7    (feet)  VERTCON   
 AW1912  ___________________________________________________________________
 AW1912  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1912
 AW1912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1912
 AW1912.The horizontal coordinates were scaled from a topographic map and have
 AW1912.an estimated accuracy of +/- 6 seconds.
 AW1912
 AW1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1912.The vertical order pertains to the NGVD 29 superseded value.
 AW1912
 AW1912.The geoid height was determined by GEOID03.
 AW1912
 AW1912;                    North         East    Units  Estimated Accuracy
 AW1912;SPC TXSC     - 4,231,420.      923,200.      MT  (+/- 180 meters Scaled)
 AW1912
 AW1912                          SUPERSEDED SURVEY CONTROL
 AW1912
 AW1912  NGVD 29 (??/??/92)   39.835  (m)          130.69   (f) ADJ UNCH    2 0
 AW1912
 AW1912.Superseded values are not recommended for survey control.
 AW1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1912.See file dsdata.txt to determine how the superseded data were derived.
 AW1912
 AW1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP437084(NAD 83)
 AW1912_MARKER: X = CHISELED CROSS
 AW1912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1912_SP_SET: WELL CASING
 AW1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1912
 AW1912  HISTORY     - Date     Condition        Report By
 AW1912  HISTORY     - UNK      MONUMENTED       USGS
 AW1912  HISTORY     - 1954     GOOD             NGS
 AW1912  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1912  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1912  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1912
 AW1912                          STATION DESCRIPTION
 AW1912
 AW1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW1912'8.4 MI W FROM FAIRBANKS.
 AW1912'3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW1912'FAIRBANKS, THENCE 4.9 MILES WEST ALONG FARM ROAD 529, 59 YARDS NORTH
 AW1912'OF THE CENTER LINE OF THE FARM ROAD, 90 YARDS WEST OF THE CENTER LINE
 AW1912'OF A PRIVATE ROAD LEADING NORTH, 3 FEET ABOVE THE GROUND, ON THE TOP
 AW1912'OF THE EAST EDGE OF A 4 INCH WATER WELL CASING.
 AW1912
 AW1912                          STATION RECOVERY (1978)
 AW1912
 AW1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1912'NOT RECOVERED.  NOTE=A RICE FIELD IS NOW IN DESCRIBED LOCATION.
 AW1912
 AW1912                          STATION RECOVERY (1987)
 AW1912
 AW1912'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1912'MARK NOT FOUND.
 AW1912
 AW1912                          STATION RECOVERY (2004)
 AW1912
 AW1912'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1912'NEW ROAD HAS BEEN WIDCENED TO 44 FEET CENTER TO EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4605 ***********************************************************************
 AW4605  DESIGNATION -  WATER WELL 204
 AW4605  PID         -  AW4605
 AW4605  STATE/COUNTY-  TX/HARRIS
 AW4605  USGS QUAD   -  SATSUMA (1982)
 AW4605
 AW4605                         *CURRENT SURVEY CONTROL
 AW4605  ___________________________________________________________________
 AW4605* NAD 83(1986)-  29 54 42.     (N)    095 36 59.     (W)     SCALED    
 AW4605* NAVD 88     -        39.56   (+/-2cm)     129.8    (feet)  VERTCON   
 AW4605  ___________________________________________________________________
 AW4605  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW4605
 AW4605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4605
 AW4605.The horizontal coordinates were scaled from a topographic map and have
 AW4605.an estimated accuracy of +/- 6 seconds.
 AW4605
 AW4605.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4605.The vertical order pertains to the NGVD 29 superseded value.
 AW4605
 AW4605.The geoid height was determined by GEOID03.
 AW4605
 AW4605;                    North         East    Units  Estimated Accuracy
 AW4605;SPC TXSC     - 4,235,060.      926,690.      MT  (+/- 180 meters Scaled)
 AW4605
 AW4605                          SUPERSEDED SURVEY CONTROL
 AW4605
 AW4605  NGVD 29 (??/??/92)   39.549  (m)          129.75   (f) ADJ UNCH    2 0
 AW4605
 AW4605.Superseded values are not recommended for survey control.
 AW4605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4605.See file dsdata.txt to determine how the superseded data were derived.
 AW4605
 AW4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP473118(NAD 83)
 AW4605_MARKER: X = CHISELED CROSS
 AW4605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4605_SP_SET: WELL CASING
 AW4605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4605
 AW4605  HISTORY     - Date     Condition        Report By
 AW4605  HISTORY     - UNK      MONUMENTED       USGS
 AW4605  HISTORY     - 1954     GOOD             NGS
 AW4605  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4605
 AW4605                          STATION DESCRIPTION
 AW4605
 AW4605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4605'7.1 MI NW FROM FAIRBANKS.
 AW4605'7.1 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4605'FAIRBANKS, 93 YARDS SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30
 AW4605'FEET SOUTH OF THE WEST CORNER OF THE HUMBLE PIPE LINE PUMPING STATION,
 AW4605'20 FEET EAST OF THE NORTH CORNER OF THE OFFICE BUILDING, 20 FEET
 AW4605'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, IN FRONT OF THE OFFICE
 AW4605'AND PUMPING STATION BUILDING, 0.2 FOOT ABOVE THE GROUND, ON THE TOP OF
 AW4605'THE SOUTHWEST EDGE OF A 4 INCH WELL CASING.
 AW4605
 AW4605                          STATION RECOVERY (1973)
 AW4605
 AW4605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3393 ***********************************************************************
 AW3393  DESIGNATION -  WATER WELL 231
 AW3393  PID         -  AW3393
 AW3393  STATE/COUNTY-  TX/HARRIS
 AW3393  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3393
 AW3393                         *CURRENT SURVEY CONTROL
 AW3393  ___________________________________________________________________
 AW3393* NAD 83(1986)-  29 51 53.     (N)    095 28 58.     (W)     SCALED    
 AW3393* NAVD 88     -        26.76   (+/-2cm)      87.8    (feet)  VERTCON   
 AW3393  ___________________________________________________________________
 AW3393  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW3393
 AW3393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3393
 AW3393.The horizontal coordinates were scaled from a topographic map and have
 AW3393.an estimated accuracy of +/- 6 seconds.
 AW3393
 AW3393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3393.The vertical order pertains to the NGVD 29 superseded value.
 AW3393
 AW3393.The geoid height was determined by GEOID03.
 AW3393
 AW3393;                    North         East    Units  Estimated Accuracy
 AW3393;SPC TXSC     - 4,230,240.      939,740.      MT  (+/- 180 meters Scaled)
 AW3393
 AW3393                          SUPERSEDED SURVEY CONTROL
 AW3393
 AW3393  NGVD 29 (??/??/92)   26.754  (m)           87.78   (f) ADJ UNCH    2 0
 AW3393
 AW3393.Superseded values are not recommended for survey control.
 AW3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3393.See file dsdata.txt to determine how the superseded data were derived.
 AW3393
 AW3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP601063(NAD 83)
 AW3393_MARKER: X = CHISELED CROSS
 AW3393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3393_SP_SET: WELL CASING
 AW3393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3393
 AW3393  HISTORY     - Date     Condition        Report By
 AW3393  HISTORY     - UNK      MONUMENTED       USGS
 AW3393  HISTORY     - 1954     GOOD             NGS
 AW3393  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3393
 AW3393                          STATION DESCRIPTION
 AW3393
 AW3393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3393'3.8 MI NE FROM FAIRBANKS.
 AW3393'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW3393'FAIRBANKS, THENCE 0.4 MILE NORTHEAST ALONG THOMAS AVENUE, THENCE 0.7
 AW3393'MILE NORTH ALONG LITTLE YORK ROAD, THENCE 2.35 MILES EAST ALONG LITTLE
 AW3393'YORK ROAD, 0.1 MILE SOUTH OF LITTLE YORK ROAD, 0.1 MILE EAST OF NORTH
 AW3393'HOROSS ROAD, 175 FEET EAST OF BENCH MARK OIL WELL 231 (U.S.G.S.), 2.5
 AW3393'FEET ABOVE THE GROUND, ON THE TOP OF THE EAST EDGE OF A 4 INCH WATER
 AW3393'WELL CASING.
 AW3393
 AW3393                          STATION RECOVERY (1973)
 AW3393
 AW3393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1922 ***********************************************************************
 AW1922  DESIGNATION -  WATER WELL 381 B USGS
 AW1922  PID         -  AW1922
 AW1922  STATE/COUNTY-  TX/HARRIS
 AW1922  USGS QUAD   -  CYPRESS (1995)
 AW1922
 AW1922                         *CURRENT SURVEY CONTROL
 AW1922  ___________________________________________________________________
 AW1922* NAD 83(1986)-  29 52 32.     (N)    095 45 00.     (W)     SCALED    
 AW1922* NAVD 88     -        44.65   (+/-2cm)     146.5    (feet)  VERTCON   
 AW1922  ___________________________________________________________________
 AW1922  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AW1922
 AW1922  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1922
 AW1922.The horizontal coordinates were scaled from a topographic map and have
 AW1922.an estimated accuracy of +/- 6 seconds.
 AW1922
 AW1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1922.The vertical order pertains to the NGVD 29 superseded value.
 AW1922
 AW1922.The geoid height was determined by GEOID03.
 AW1922
 AW1922;                    North         East    Units  Estimated Accuracy
 AW1922;SPC TXSC     - 4,230,700.      913,900.      MT  (+/- 180 meters Scaled)
 AW1922
 AW1922                          SUPERSEDED SURVEY CONTROL
 AW1922
 AW1922  NGVD 29 (??/??/92)   44.642  (m)          146.46   (f) ADJ UNCH    2 0
 AW1922
 AW1922.Superseded values are not recommended for survey control.
 AW1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1922.See file dsdata.txt to determine how the superseded data were derived.
 AW1922
 AW1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP343081(NAD 83)
 AW1922_MARKER: X = CHISELED CROSS
 AW1922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1922_SP_SET: WELL CASING
 AW1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1922
 AW1922  HISTORY     - Date     Condition        Report By
 AW1922  HISTORY     - UNK      MONUMENTED       USGS
 AW1922  HISTORY     - 1954     GOOD             NGS
 AW1922  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1922  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1922
 AW1922                          STATION DESCRIPTION
 AW1922
 AW1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW1922'10.85 MI NE FROM KATY.
 AW1922'6.45 MILES NORTH ALONG THE KATY AND HOCKLEY ROAD FROM THE MISSOURI,
 AW1922'KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, THENCE 4.4 MILES
 AW1922'EAST ALONG FREEMAN ROAD, 200 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AW1922'A WOODEN BRIDGE, 102 FEET NORTH OF THE CENTER LINE OF THE ROAD, 75
 AW1922'FEET NORTH OF A FENCE, 2.0 FEET ABOVE THE GROUND, ON THE TOP OF A 4
 AW1922'INCH T JOINT ON THE NORTHEAST SIDE OF A 4 INCH WELL CASING.
 AW1922
 AW1922                          STATION RECOVERY (1978)
 AW1922
 AW1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1922'NOT RECOVERED.  NOTE=NOTHING IN THE DESCRIPTION FIT THE AREA IN THE
 AW1922'MILEAGE.
 AW1922
 AW1922                          STATION RECOVERY (2004)
 AW1922
 AW1922'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1921 ***********************************************************************
 AW1921  DESIGNATION -  WATER WELL 381 USGS
 AW1921  PID         -  AW1921
 AW1921  STATE/COUNTY-  TX/HARRIS
 AW1921  USGS QUAD   -  CYPRESS (1995)
 AW1921
 AW1921                         *CURRENT SURVEY CONTROL
 AW1921  ___________________________________________________________________
 AW1921* NAD 83(1986)-  29 52 46.     (N)    095 44 44.     (W)     SCALED    
 AW1921* NAVD 88     -        45.06   (+/-2cm)     147.8    (feet)  VERTCON   
 AW1921  ___________________________________________________________________
 AW1921  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW1921
 AW1921  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1921
 AW1921.The horizontal coordinates were scaled from a topographic map and have
 AW1921.an estimated accuracy of +/- 6 seconds.
 AW1921
 AW1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1921.The vertical order pertains to the NGVD 29 superseded value.
 AW1921
 AW1921.The geoid height was determined by GEOID03.
 AW1921
 AW1921;                    North         East    Units  Estimated Accuracy
 AW1921;SPC TXSC     - 4,231,140.      914,320.      MT  (+/- 180 meters Scaled)
 AW1921
 AW1921                          SUPERSEDED SURVEY CONTROL
 AW1921
 AW1921  NGVD 29 (??/??/92)   45.055  (m)          147.82   (f) ADJ UNCH    2 0
 AW1921
 AW1921.Superseded values are not recommended for survey control.
 AW1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1921.See file dsdata.txt to determine how the superseded data were derived.
 AW1921
 AW1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP348085(NAD 83)
 AW1921_MARKER: X = CHISELED CROSS
 AW1921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1921_SP_SET: WELL CASING
 AW1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1921
 AW1921  HISTORY     - Date     Condition        Report By
 AW1921  HISTORY     - UNK      MONUMENTED       USGS
 AW1921  HISTORY     - 1954     GOOD             NGS
 AW1921  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1921  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1921  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1921
 AW1921                          STATION DESCRIPTION
 AW1921
 AW1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW1921'13.9 MI W FROM FAIRBANKS.
 AW1921'3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW1921'FAIRBANKS, THENCE 6.8 MILES WEST ALONG FARM ROAD 529, THENCE 3.6 MILES
 AW1921'WEST ALONG FREEMAN ROAD, AT A CURVE IN THE ROAD, 57 FEET SOUTH OF THE
 AW1921'CENTER LINE OF A ROAD LEADING EAST, 53 FEET EAST OF THE CENTER LINE OF
 AW1921'A ROAD LEADING SOUTH, 31 FEET SOUTHEAST OF A FENCE CORNER, 2.5 FEET
 AW1921'ABOVE THE GROUND, ON THE TOP OF THE SOUTHEAST EDGE OF AN 8 INCH WELL
 AW1921'CASING.
 AW1921
 AW1921                          STATION RECOVERY (1978)
 AW1921
 AW1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1921'NOT RECOVERED.  NOTE=A RICE FIELD NOW OCCUPIES THE AREA DESCRIBED.
 AW1921
 AW1921                          STATION RECOVERY (1987)
 AW1921
 AW1921'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1921'MARK NOT FOUND.
 AW1921
 AW1921                          STATION RECOVERY (2004)
 AW1921
 AW1921'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1607 ***********************************************************************
 BL1607  DESIGNATION -  WATER WELL 45
 BL1607  PID         -  BL1607
 BL1607  STATE/COUNTY-  TX/HARRIS
 BL1607  USGS QUAD   -  HOCKLEY (1980)
 BL1607
 BL1607                         *CURRENT SURVEY CONTROL
 BL1607  ___________________________________________________________________
 BL1607* NAD 83(1986)-  30 00 17.     (N)    095 46 57.     (W)     SCALED    
 BL1607* NAVD 88     -        61.54   (+/-2cm)     201.9    (feet)  VERTCON   
 BL1607  ___________________________________________________________________
 BL1607  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL1607
 BL1607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1607
 BL1607.The horizontal coordinates were scaled from a topographic map and have
 BL1607.an estimated accuracy of +/- 6 seconds.
 BL1607
 BL1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1607.The vertical order pertains to the NGVD 29 superseded value.
 BL1607
 BL1607.The geoid height was determined by GEOID03.
 BL1607
 BL1607;                    North         East    Units  Estimated Accuracy
 BL1607;SPC TXSC     - 4,244,920.      910,370.      MT  (+/- 180 meters Scaled)
 BL1607
 BL1607                          SUPERSEDED SURVEY CONTROL
 BL1607
 BL1607  NGVD 29 (??/??/92)   61.534  (m)          201.88   (f) ADJ UNCH    2 0
 BL1607
 BL1607.Superseded values are not recommended for survey control.
 BL1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1607.See file dsdata.txt to determine how the superseded data were derived.
 BL1607
 BL1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP315225(NAD 83)
 BL1607_MARKER: X = CHISELED CROSS
 BL1607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1607_SP_SET: PLATFORM
 BL1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1607
 BL1607  HISTORY     - Date     Condition        Report By
 BL1607  HISTORY     - UNK      MONUMENTED       USGS
 BL1607  HISTORY     - 1973     GOOD             NGS
 BL1607
 BL1607                          STATION DESCRIPTION
 BL1607
 BL1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1607'4.25 MI SE FROM HOCKLEY.
 BL1607'ABOUT 4.15 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 BL1607'AT HOCKLEY, THENCE 0.1 MILE NORTH ALONG BAUER RD., 275 FEET WEST OF
 BL1607'THE CENTER LINE OF BAUER RD. ON THE PROPERTY OF THE WORTHAM RANCH, 79
 BL1607'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RANCH HOUSE, 33 FEET
 BL1607'SOUTH OF THE CENTER LINE OF A GRAVEL DRIVE, 17.4 FEET EAST OF A WHITE
 BL1607'BOARD FENCE, A VERY SMALL CHISELED CROSS ON TOP OF THE EAST SIDE OF A
 BL1607'4-INCH WELL CASING WHICH PROJECTS 1.4 FEET ABOVE THE LEVEL OF THE
 BL1607'CONCRETE PLATFORM AROUND THE PIPE, A VERY FAINT CROSS WHICH SEEMED TO
 BL1607'BE VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1636 ***********************************************************************
 BL1636  DESIGNATION -  WATER WELL 83
 BL1636  PID         -  BL1636
 BL1636  STATE/COUNTY-  TX/HARRIS
 BL1636  USGS QUAD   -  TOMBALL (1979)
 BL1636
 BL1636                         *CURRENT SURVEY CONTROL
 BL1636  ___________________________________________________________________
 BL1636* NAD 83(1986)-  30 00 41.     (N)    095 36 10.     (W)     SCALED    
 BL1636* NAVD 88     -        44.15   (+/-2cm)     144.8    (feet)  VERTCON   
 BL1636  ___________________________________________________________________
 BL1636  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1636
 BL1636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1636
 BL1636.The horizontal coordinates were scaled from a topographic map and have
 BL1636.an estimated accuracy of +/- 6 seconds.
 BL1636
 BL1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1636.The vertical order pertains to the NGVD 29 superseded value.
 BL1636
 BL1636.The geoid height was determined by GEOID03.
 BL1636
 BL1636;                    North         East    Units  Estimated Accuracy
 BL1636;SPC TXSC     - 4,246,150.      927,680.      MT  (+/- 180 meters Scaled)
 BL1636
 BL1636                          SUPERSEDED SURVEY CONTROL
 BL1636
 BL1636  NGVD 29 (??/??/92)   44.148  (m)          144.84   (f) ADJ UNCH    2 0
 BL1636
 BL1636.Superseded values are not recommended for survey control.
 BL1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1636.See file dsdata.txt to determine how the superseded data were derived.
 BL1636
 BL1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP489229(NAD 83)
 BL1636_MARKER: X = CHISELED CROSS
 BL1636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1636_SP_SET: WELL CASING
 BL1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1636
 BL1636  HISTORY     - Date     Condition        Report By
 BL1636  HISTORY     - UNK      MONUMENTED       USGS
 BL1636  HISTORY     - 1954     GOOD             NGS
 BL1636
 BL1636                          STATION DESCRIPTION
 BL1636
 BL1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1636'7.05 MI NE FROM CYPRESS.
 BL1636'7.05 MILES NORTHEAST ALONG THE SPRING AND CYPRESS ROAD FROM THE POST
 BL1636'OFFICE AT CYPRESS, 0.1 MILE SOUTHEAST OF THE ROAD, 0.1 MILE SOUTH OF A
 BL1636'LARGE WHITE FARMHOUSE, 273 FEET SOUTH OF THE SOUTH CORNER OF AN OLD
 BL1636'BARN, 159 FEET NORTHEAST OF A FENCE, 0.4 FOOT ABOVE THE GROUND, ON THE
 BL1636'TOP OF THE WEST EDGE OF A 4 INCH WELL CASING, A WHITE CEDAR POST IS IN
 BL1636'THE TOP OF THE WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2214 ***********************************************************************
 AW2214  DESIGNATION -  WATER WELL F 10 USGS
 AW2214  PID         -  AW2214
 AW2214  STATE/COUNTY-  TX/WALLER
 AW2214  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2214
 AW2214                         *CURRENT SURVEY CONTROL
 AW2214  ___________________________________________________________________
 AW2214* NAD 83(1986)-  29 55 53.     (N)    095 56 29.     (W)     SCALED    
 AW2214* NAVD 88     -        61.49   (+/-2cm)     201.7    (feet)  VERTCON   
 AW2214  ___________________________________________________________________
 AW2214  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2214
 AW2214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2214
 AW2214.The horizontal coordinates were scaled from a topographic map and have
 AW2214.an estimated accuracy of +/- 6 seconds.
 AW2214
 AW2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2214.The vertical order pertains to the NGVD 29 superseded value.
 AW2214
 AW2214.The geoid height was determined by GEOID03.
 AW2214
 AW2214;                    North         East    Units  Estimated Accuracy
 AW2214;SPC TXSC     - 4,236,390.      895,260.      MT  (+/- 180 meters Scaled)
 AW2214
 AW2214                          SUPERSEDED SURVEY CONTROL
 AW2214
 AW2214  NGVD 29 (??/??/92)   61.480  (m)          201.71   (f) ADJ UNCH    2 0
 AW2214
 AW2214.Superseded values are not recommended for survey control.
 AW2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2214.See file dsdata.txt to determine how the superseded data were derived.
 AW2214
 AW2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP160148(NAD 83)
 AW2214_MARKER: X = CHISELED CROSS
 AW2214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2214_SP_SET: WELL CASING
 AW2214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2214
 AW2214  HISTORY     - Date     Condition        Report By
 AW2214  HISTORY     - UNK      MONUMENTED       USGS
 AW2214  HISTORY     - 1954     GOOD             NGS
 AW2214  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2214  HISTORY     - 20041014 MARK NOT FOUND   USPSQD
 AW2214
 AW2214                          STATION DESCRIPTION
 AW2214
 AW2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2214'11.2 MI S FROM WALLER.
 AW2214'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW2214'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW2214'THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTH
 AW2214'ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 89
 AW2214'FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 114 FEET WEST OF THE
 AW2214'CENTER LINE OF A PRIVATE DRIVEWAY, 16 FEET NORTHWEST OF THE NORTHEAST
 AW2214'CORNER OF A PUMP HOUSE, FLUSH WITH THE GROUND, ON THE TOP OF THE
 AW2214'NORTHWEST EDGE OF A 24 INCH WELL CASING.
 AW2214
 AW2214                          STATION RECOVERY (1978)
 AW2214
 AW2214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2214'NOT RECOVERED.
 AW2214
 AW2214                          STATION RECOVERY (2004)
 AW2214
 AW2214'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2211 ***********************************************************************
 AW2211  DESIGNATION -  WATER WELL F 21 USGS
 AW2211  PID         -  AW2211
 AW2211  STATE/COUNTY-  TX/WALLER
 AW2211  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2211
 AW2211                         *CURRENT SURVEY CONTROL
 AW2211  ___________________________________________________________________
 AW2211* NAD 83(1986)-  29 53 08.     (N)    095 53 23.     (W)     SCALED    
 AW2211* NAVD 88     -        54.31   (+/-2cm)     178.2    (feet)  VERTCON   
 AW2211  ___________________________________________________________________
 AW2211  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2211
 AW2211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2211
 AW2211.The horizontal coordinates were scaled from a topographic map and have
 AW2211.an estimated accuracy of +/- 6 seconds.
 AW2211
 AW2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2211.The vertical order pertains to the NGVD 29 superseded value.
 AW2211
 AW2211.The geoid height was determined by GEOID03.
 AW2211
 AW2211;                    North         East    Units  Estimated Accuracy
 AW2211;SPC TXSC     - 4,231,440.      900,380.      MT  (+/- 180 meters Scaled)
 AW2211
 AW2211                          SUPERSEDED SURVEY CONTROL
 AW2211
 AW2211  NGVD 29 (??/??/92)   54.298  (m)          178.14   (f) ADJ UNCH    2 0
 AW2211
 AW2211.Superseded values are not recommended for survey control.
 AW2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2211.See file dsdata.txt to determine how the superseded data were derived.
 AW2211
 AW2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP209096(NAD 83)
 AW2211_MARKER: X = CHISELED CROSS
 AW2211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2211_SP_SET: PLATFORM
 AW2211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2211
 AW2211  HISTORY     - Date     Condition        Report By
 AW2211  HISTORY     - UNK      MONUMENTED       USGS
 AW2211  HISTORY     - 1954     GOOD             NGS
 AW2211  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2211  HISTORY     - 20041014 MARK NOT FOUND   USPSQD
 AW2211
 AW2211                          STATION DESCRIPTION
 AW2211
 AW2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2211'11.2 MI NW FROM KATY.
 AW2211'6.45 MILES NORTH ALONG THE KATY AND HOCKLEY ROAD FROM THE MISSOURI,
 AW2211'KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, THENCE 2.0 MILES
 AW2211'WEST ALONG FREEMAN ROAD, THENCE 2.0 MILES WEST ALONG A GRADED DIRT
 AW2211'ROAD, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD, 83 YARDS EAST OF
 AW2211'THE CENTER LINE OF A NORTH AND SOUTH GRAVELED ROAD, 75 FEET SOUTH OF
 AW2211'THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 45 FEET SOUTHEAST OF
 AW2211'THE SOUTHEAST CORNER OF A GARAGE, AT A FARMHOUSE, ON THE TOP OF THE
 AW2211'NORTHEAST EDGE OF A 16 INCH STEEL WELL CASING, 1.8 FEET BELOW THE TOP
 AW2211'OF A CONCRETE PLATFORM WHICH IS AROUND THE WELL CASING.
 AW2211
 AW2211                          STATION RECOVERY (1978)
 AW2211
 AW2211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2211'NOT RECOVERED.  NOTE=WELL IS NOW IN USE, AND A NEW PUMP HAS BEEN PUT
 AW2211'THE SITE.
 AW2211
 AW2211                          STATION RECOVERY (2004)
 AW2211
 AW2211'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2211'FARM IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1004 ***********************************************************************
 CA1004  DESIGNATION -  WATERS PRIM TRAV STA 84
 CA1004  PID         -  CA1004
 CA1004  STATE/COUNTY-  TX/LAMPASAS
 CA1004  USGS QUAD   -  NIX (1959)
 CA1004
 CA1004                         *CURRENT SURVEY CONTROL
 CA1004  ___________________________________________________________________
 CA1004* NAD 83(1993)-  31 05 32.21676(N)    098 20 37.33534(W)     ADJUSTED  
 CA1004* NAVD 88     -       487.6    (meters)    1600.     (feet)  VERTCON   
 CA1004  ___________________________________________________________________
 CA1004  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 CA1004  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 CA1004
 CA1004  HORZ ORDER  -  FIRST
 CA1004
 CA1004.The horizontal coordinates were established by classical geodetic methods
 CA1004.and adjusted by the National Geodetic Survey in February 1996..
 CA1004
 CA1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1004
 CA1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1004
 CA1004.The geoid height was determined by GEOID03.
 CA1004
 CA1004;                    North         East     Units Scale Factor Converg.
 CA1004;SPC TX C     - 3,159,734.189   889,802.492   MT  0.99988300   +1 01 29.2
 CA1004;SPC TX C     -10,366,561.25  2,919,293.68   sFT  0.99988300   +1 01 29.2
 CA1004;UTM  14      - 3,440,014.356   562,594.196   MT  0.99964833   +0 20 20.2
 CA1004
 CA1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1004!SPC TX C     -   0.99992738  x   0.99988300  =   0.99981039
 CA1004!UTM  14      -   0.99992738  x   0.99964833  =   0.99957573
 CA1004
 CA1004|---------------------------------------------------------------------|
 CA1004| PID    Reference Object                     Distance      Geod. Az  |
 CA1004|                                                           dddmmss.s |
 CA1004| CV5759 WATERS MT RM                         14.008 METERS 25839     |
 CA1004| CV5760 WATERS MT RM 1                        4.561 METERS 31730     |
 CA1004| CV5758 WATERS MT AZ MK                                    3264053.6 |
 CA1004|---------------------------------------------------------------------|
 CA1004
 CA1004                          SUPERSEDED SURVEY CONTROL
 CA1004
 CA1004  NAD 83(1986)-  31 05 32.22801(N)    098 20 37.32069(W) AD(       ) 1
 CA1004  NAD 27      -  31 05 31.61600(N)    098 20 36.20100(W) AD(       ) 1
 CA1004  NGVD 29 (03/17/97)  487.5    (m)         1599.     (f) VERT ANG       
 CA1004
 CA1004.Superseded values are not recommended for survey control.
 CA1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1004.See file dsdata.txt to determine how the superseded data were derived.
 CA1004
 CA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV6259440014(NAD 83)
 CA1004_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CA1004_SETTING: 80 = SET IN A BOULDER
 CA1004_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CA1004
 CA1004  HISTORY     - Date     Condition        Report By
 CA1004  HISTORY     - 1902     MONUMENTED       USGS
 CA1004  HISTORY     - 1935     GOOD             CGS
 CA1004  HISTORY     - 1937     GOOD             TXHD
 CA1004  HISTORY     - 1958     GOOD             USGS
 CA1004
 CA1004                          STATION DESCRIPTION
 CA1004
 CA1004'DESCRIBED BY US GEOLOGICAL SURVEY 1902 (OWF)
 CA1004'STATION IS ABOUT 10 MILES N OF W FROM LAMPASAS, ABOUT 2-1/2
 CA1004'MILES S OF E FROM NIX POST OFFICE, ON LONE HILL COVERED WITH
 CA1004'DENSE GROWTH OF BRUSH, ABOUT 1/2 MILE S OF LAMPASAS-NIX WAGON
 CA1004'ROAD, ABOUT 1/2 MILE FROM TENTH MILE POST FROM LAMPASAS,
 CA1004'AND 9.4 FEET N 22 DEG 43 MIN E FROM U.S.G.S. SIGNAL TREE.
 CA1004'
 CA1004'MARKED BY STONE 20 INCHES IN DIAMETER EMBEDDED IN GROUND
 CA1004'BEARING CROSS AND MARKED U.S.G.S.  MOUNTAIN ALSO KNOWN LOCALLY
 CA1004'AS GREEN MOUNTAIN.  ELEVATION OF STATION, 487 METERS (1,598
 CA1004'FEET).
 CA1004
 CA1004                          STATION RECOVERY (1935)
 CA1004
 CA1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1004'THIS IS AN OLD STATION OF THE U.S.G.S. LOCATED 10 MILES
 CA1004'WNW OF LAMPASAS, 10 MILES S OF LOMETA, 1-1/2 MILES ESE OF
 CA1004'NIX ON LAND OWNED BY DR. M.M. LANDRAN.
 CA1004'
 CA1004'THE STATION MARK, A STANDARD U.S.G.S. DISK SET IN A BOULDER
 CA1004'AND STAMPED WATERS PRIM. TRAV. STATION NO. 84 TEXAS 1924
 CA1004'WAS FOUND IN GOOD CONDITION.
 CA1004'
 CA1004'REFERENCE MARK, A STANDARD U.S.G.S. DISK W OF STATION SET IN
 CA1004'OUTCROPPING BEDROCK, WAS FOUND IN GOOD CONDITION, BUT WAS NOT
 CA1004'STAMPED.
 CA1004'
 CA1004'A NEW REFERENCE MARK WAS ESTABLISHED, A STANDARD BRONZE DISK
 CA1004'STAMPED WATERS NO. 1 1935 AND SET IN OUTCROPPING BEDROCK
 CA1004'4.561 METERS (14.96 FEET) N OF STATION.
 CA1004'
 CA1004'AZIMUTH MARK IS NW OF STATION IN A LARGE HALF-BURIED BOULDER,
 CA1004'ABOUT 9 BY 4 FEET AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 CA1004'IT IS 102 FEET N OF CENTER LINE OF ROAD AND 77 FEET N OF N
 CA1004'RIGHT-OF-WAY FENCE.  MAY BE REACHED FROM GATE OF MR. J.D. BATES
 CA1004'HOUSE BY GOING W ON GRAVEL ROAD 0.8 MILE.
 CA1004'
 CA1004'STATION IS REACHED FROM LAMPASAS BY GOING W ON STREET TO
 CA1004'N OF COURTHOUSE FOR 0.95 MILE THENCE N AT STREET END FOR 0.25
 CA1004'MILE THENCE TAKE LEFT FORK AT ARROW NIX-BEND AND FOLLOW
 CA1004'MAIN ROAD TOWARD NIX FOR 9.10 MILES TO HOME OF MR. J.D. BATES,
 CA1004'TURN S THROUGH GATE AND CONTINUE S ON DIM ROAD FOR 0.45 MILE
 CA1004'THENCE TURN RIGHT THROUGH FIELD JUST AFTER COMING OUT OF
 CA1004'BRUSH AND GO WESTWARD TOWARD PROMINENT HILL FOR 0.2 MILE
 CA1004'TO A FENCE AT FOOT OF HILL AND END OF TRUCK TRAVEL.  CONTINUE
 CA1004'WESTWARD UPHILL TO STATION MARK WHICH IS ON SW EDGE OF
 CA1004'SUMMIT.
 CA1004'
 CA1004'NOTE--WATERS AND WATERS MOUNTAIN ARE ASSUMED TO BE IDENTICAL.
 CA1004'
 CA1004'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CA1004
 CA1004                          STATION RECOVERY (1937)
 CA1004
 CA1004'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1004'RECOVERED AS DESCRIBED.  SURFACE MARK IN GOOD CONDITION.
 CA1004
 CA1004                          STATION RECOVERY (1958)
 CA1004
 CA1004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CA1004'RECOVERED -- STATION, REFERENCE MARKS, AND AZIMUTH
 CA1004'MARK FOUND IN GOOD CONDITION.  REDESCRIBED AS FOLLOWS
 CA1004'
 CA1004'TO REACH THE STATION FROM NIX, LAMPASAS COUNTY, DRIVE SE. ON PAVED
 CA1004'FARM ROAD 580 FOR 1.2 MI. TO THE MAIL BOX OF VIRGIL PORTER ON RIGHT,
 CA1004'THENCE S. 0.4 MI. TO VIRGIL PORTERS HOUSE, PASS THRU GATE W. OF
 CA1004'HOUSE AND DRIVE SE. ABOUT 100 YDS. TO A FIELD GATE, PASS THROUGH AND
 CA1004'DRIVE SE. ALONG N. SIDE OF FIELD TERRACE 0.2 MI. TO A WIRE GATE AT
 CA1004'THE SW. CORNER OF A CEDAR COVERED PASTURE, PARK TRUCK AND PACK NE.
 CA1004'ABOUT 200 YDS. TO THE TOP OF PROMINENT BRUSH COVERED HILL AND STATION.
 CA1004'
 CA1004'STATION MARK--A STANDARD USGS STATION MARK STAMPED ---WATERS PRIM.
 CA1004'TRAVERSE STATION NO. 84, TEXAS 1924---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0663 ***********************************************************************
 DO0663  DESIGNATION -  WATSON
 DO0663  PID         -  DO0663
 DO0663  STATE/COUNTY-  TX/CLAY
 DO0663  USGS QUAD   -  HURNVILLE (1984)
 DO0663
 DO0663                         *CURRENT SURVEY CONTROL
 DO0663  ___________________________________________________________________
 DO0663* NAD 83(1993)-  33 55 04.15423(N)    098 14 18.33583(W)     ADJUSTED  
 DO0663* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 DO0663  ___________________________________________________________________
 DO0663  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 DO0663  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DO0663
 DO0663  HORZ ORDER  -  SECOND
 DO0663
 DO0663.The horizontal coordinates were established by classical geodetic methods
 DO0663.and adjusted by the National Geodetic Survey in February 1996..
 DO0663
 DO0663.The orthometric height was scaled from a topographic map.
 DO0663
 DO0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0663
 DO0663.The geoid height was determined by GEOID03.
 DO0663
 DO0663;                    North         East     Units Scale Factor Converg.
 DO0663;SPC TXNC     - 2,249,671.626   624,188.301   MT  0.99998674   +0 08 33.6
 DO0663;SPC TXNC     - 7,380,797.66  2,047,857.78   sFT  0.99998674   +0 08 33.6
 DO0663;UTM  14      - 3,753,305.231   570,398.093   MT  0.99966109   +0 25 29.9
 DO0663
 DO0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0663!SPC TXNC     -   0.99995747  x   0.99998674  =   0.99994421
 DO0663!UTM  14      -   0.99995747  x   0.99966109  =   0.99961857
 DO0663
 DO0663:                Primary Azimuth Mark                     Grid Az
 DO0663:SPC TXNC     -  PETROLIA MUNICIPAL TANK                  002 06 27.0
 DO0663:UTM  14      -  PETROLIA MUNICIPAL TANK                  001 49 30.7
 DO0663
 DO0663|---------------------------------------------------------------------|
 DO0663| PID    Reference Object                     Distance      Geod. Az  |
 DO0663|                                                           dddmmss.s |
 DO0663| EM0707 PETROLIA MUNICIPAL TANK             APPROX.10.7 KM 0021500.6 |
 DO0663| EM0706 BYERS MUNICIPAL TANK                APPROX.17.5 KM 0145413.0 |
 DO0663| DO0655 STANFIELD CONTINENTAL PIPE MOCROWAV APPROX.19.3 KM 0722300.0 |
 DO0663| DO0662 WATSON 1965 ECC                      14.182 METERS 15828     |
 DO0663| DO0659 HENRIETTA COURTHOUSE                APPROX.12.0 KM 1604501.1 |
 DO0663| CX8954 WATSON RM 1                          16.543 METERS 17921     |
 DO0663| CX8955 WATSON RM 2                          16.348 METERS 27019     |
 DO0663| CX8953 WATSON AZ MK                                       2764001.5 |
 DO0663|---------------------------------------------------------------------|
 DO0663
 DO0663                          SUPERSEDED SURVEY CONTROL
 DO0663
 DO0663  NAD 83(1993)-  33 55 04.15434(N)    098 14 18.33539(W) AD(       ) 2
 DO0663  NAD 83(1986)-  33 55 04.15750(N)    098 14 18.32279(W) AD(       ) 2
 DO0663  NAD 27      -  33 55 03.80774(N)    098 14 17.15663(W) AD(       ) 2
 DO0663
 DO0663.Superseded values are not recommended for survey control.
 DO0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0663.See file dsdata.txt to determine how the superseded data were derived.
 DO0663
 DO0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7039853305(NAD 83)
 DO0663_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0663
 DO0663  HISTORY     - Date     Condition        Report By
 DO0663  HISTORY     - 1965     MONUMENTED       CGS
 DO0663
 DO0663                          STATION DESCRIPTION
 DO0663
 DO0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0663'THE STATION IS LOCATED 14 MILES EAST OF WICHITA FALLS, 7-1/2 MILES
 DO0663'NORTH-NORTHWEST OF HENRIETTA, 7 MILES SOUTH OF PETROLIA, ON THE
 DO0663'SUMMIT OF A LOW HILL NEAR THE CONCRETE FOUNDATION OF AN OLD
 DO0663'HOUSE.  THE PROPERTY IS OWNED BY MR. W. B. WATSON.
 DO0663'
 DO0663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82-287
 DO0663'AND STATE HIGHWAY 148 IN THE WEST EDGE OF HENRIETTA, GO NORTH
 DO0663'ON STATE HIGHWAY 148 FOR 7.1 MILES TO THE TOP OF A HILL AND A
 DO0663'SIDE ROAD TO THE LEFT.  TURN LEFT AND GO WEST FOR 1.0 MILE TO A
 DO0663'SIDE ROAD LEFT, CONTINUE AHEAD FOR 0.1 MILE TO A GATE ON THE LEFT.
 DO0663'TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE AHEAD ON THE
 DO0663'BLADED ROAD FOR 0.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DO0663'TURN LEFT AND PASS THROUGH THE GATE AND GO SOUTH ON A TRACK ROAD
 DO0663'FOR 0.05 MILE TO THE STATION ON LEFT.
 DO0663'
 DO0663'THE STATION MARK IS A STANDARD DISK, STAMPED WATSON 1965, SET
 DO0663'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1 INCH ABOVE
 DO0663'THE GROUND.  IT IS 168 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 DO0663'THE OLD HOUSE AND 127 FEET EAST OF THE CENTER LINE OF THE TRACK
 DO0663'ROAD.
 DO0663'
 DO0663'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WATSON NO 1 1965,
 DO0663'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1 INCH ABOVE
 DO0663'THE GROUND.  IT IS AT THE WEST EDGE OF AN OLD CISTERN AND AT
 DO0663'ABOUT THE SAME ELEVATION AS THE STATION.
 DO0663'
 DO0663'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WATSON NO 2 1965, SET
 DO0663'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 DO0663'GROUND.  IT IS 73 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD
 DO0663'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 DO0663'
 DO0663'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WATSON 1965, SET
 DO0663'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 8 INCHES ABOVE
 DO0663'THE GROUND.  IT IS 31.5 NORTH OF THE CENTER LINE OF THE BLADED
 DO0663'ROAD, 8.5 FEET EAST OF THE CENTER OF AN IRON GATE, 3.0 FEET
 DO0663'WEST OF A WITNESS POST, AND 1.0 SOUTH OF AN EAST-WEST FENCE.
 DO0663'
 DO0663'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2761 ***********************************************************************
 CS2761  DESIGNATION -  WATSON
 CS2761  PID         -  CS2761
 CS2761  STATE/COUNTY-  TX/DALLAS
 CS2761  USGS QUAD   -  GARLAND (1973)
 CS2761
 CS2761                         *CURRENT SURVEY CONTROL
 CS2761  ___________________________________________________________________
 CS2761* NAD 83(1993)-  32 54 27.71842(N)    096 44 51.30805(W)     ADJUSTED  
 CS2761* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 CS2761  ___________________________________________________________________
 CS2761  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 CS2761  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CS2761
 CS2761  HORZ ORDER  -  SECOND
 CS2761
 CS2761.The horizontal coordinates were established by classical geodetic methods
 CS2761.and adjusted by the National Geodetic Survey in February 1996..
 CS2761
 CS2761.The orthometric height was scaled from a topographic map.
 CS2761
 CS2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2761
 CS2761.The geoid height was determined by GEOID03.
 CS2761
 CS2761;                    North         East     Units Scale Factor Converg.
 CS2761;SPC TXNC     - 2,138,984.874   763,911.100   MT  0.99987576   +0 57 20.7
 CS2761;SPC TXNC     - 7,017,652.87  2,506,265.00   sFT  0.99987576   +0 57 20.7
 CS2761;UTM  14      - 3,643,304.818   710,652.386   MT  1.00014718   +1 13 27.0
 CS2761
 CS2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2761!SPC TXNC     -   0.99997618  x   0.99987576  =   0.99985194
 CS2761!UTM  14      -   0.99997618  x   1.00014718  =   1.00012335
 CS2761
 CS2761:                Primary Azimuth Mark                     Grid Az
 CS2761:SPC TXNC     -  RESTLAND MEMORIAL PARK TANK              010 20 24.0
 CS2761:UTM  14      -  RESTLAND MEMORIAL PARK TANK              010 04 17.7
 CS2761
 CS2761|---------------------------------------------------------------------|
 CS2761| PID    Reference Object                     Distance      Geod. Az  |
 CS2761|                                                           dddmmss.s |
 CS2761| CS2758 RESTLAND MEMORIAL PARK TANK         APPROX. 2.1 KM 0111744.7 |
 CS2761| CY3069 WATSON RM 1                          21.211 METERS 03317     |
 CS2761| CS2841 DALLAS UNIV HEIGHTS MUN TANK        APPROX. 6.2 KM 2201627.0 |
 CS2761| CY3070 WATSON RM 2                          20.600 METERS 26014     |
 CS2761| CY3068 WATSON AZ MK                                       3122243.7 |
 CS2761|---------------------------------------------------------------------|
 CS2761
 CS2761                          SUPERSEDED SURVEY CONTROL
 CS2761
 CS2761  NAD 83(1993)-  32 54 27.71987(N)    096 44 51.30046(W) AD(       ) 2
 CS2761  NAD 83(1986)-  32 54 27.72531(N)    096 44 51.29145(W) AD(       ) 2
 CS2761  NAD 27      -  32 54 27.27800(N)    096 44 50.29900(W) AD(       ) 2
 CS2761
 CS2761.Superseded values are not recommended for survey control.
 CS2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2761.See file dsdata.txt to determine how the superseded data were derived.
 CS2761
 CS2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1065243305(NAD 83)
 CS2761_MARKER: DS = TRIANGULATION STATION DISK
 CS2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2761
 CS2761  HISTORY     - Date     Condition        Report By
 CS2761  HISTORY     - 1949     MONUMENTED       CGS
 CS2761  HISTORY     - 1958     GOOD             CGS
 CS2761  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS2761  HISTORY     - 1959     POOR             CGS
 CS2761  HISTORY     - 1963     POOR             CGS
 CS2761
 CS2761                          STATION DESCRIPTION
 CS2761
 CS2761'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 CS2761'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF THE
 CS2761'CENTER OF DALLAS, ABOUT 6-1/2 MILES WEST-SOUTHWEST OF GARLAND,
 CS2761'ABOUT 3 MILES SOUTH-SOUTHWEST OF RICHARDSON, ALONG THE WEST
 CS2761'SIDE OF U.S. HIGHWAY 75.  IT IS ABOUT 0.1 MILE SOUTH OF AN
 CS2761'EAST-WEST ROAD, KNOWN AS FOREST LANE, 41 FEET WEST OF THE
 CS2761'CENTERLINE OF THE HIGHWAY, AND 17 FEET NORTH OF A FENCE CORNER.
 CS2761'THE DISK IS STAMPED WATSON 1949 AND PROJECTS 4 INCHES.
 CS2761'
 CS2761'REFERENCE MARK NO. 1 IS 22 FEET WEST OF THE CENTERLINE OF THE
 CS2761'HIGHWAY, ON THE SHOULDER OF THE ROAD, 6.5 FEET NORTH, OF THE
 CS2761'NORTH END, OF A CONCRETE CULVERT ABUTMENT.  THE DISK IS STAMPED
 CS2761'WATSON NO 1 1949 AND IS SET FLUSH.
 CS2761'
 CS2761'REFERENCE MARK NO. 2 IS 4 FEET NORTH OF AN EAST-WEST FENCELINE,
 CS2761'AND 3 FEET NORTHEAST OF A WITNESS POST.  THE DISK IS STAMPED
 CS2761'WATSON NO 2 1949 AND PROJECTS 1 INCH.
 CS2761'
 CS2761'THE AZIMUTH MARK IS 41 FEET NORTH OF FOREST LANE, 3 FEET EAST
 CS2761'OF A WITNESS POST, AND 2 FEET SOUTH OF AN EAST-WEST FENCELINE.
 CS2761'THE DISK IS STAMPED WATSON 1949 AND PROJECTS 8 INCHES.  IT
 CS2761'IS 0.15 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 75 AND FOREST
 CS2761'LANE.
 CS2761'
 CS2761'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75,
 CS2761'AND MAIN STREET, IN RICHARDSON, GO SOUTH ON HIGHWAY 75 FOR 2.85
 CS2761'MILES TO THE JUNCTION OF FOREST LANE.  CONTINUE FOR 0.1 MILE
 CS2761'TO THE STATION ON THE RIGHT.
 CS2761'
 CS2761'A 4 FOOT SIGNAL AT NORTHWEST 1947 IS VISIBLE AT 37 FEET.
 CS2761'
 CS2761'A 74 FOOT SIGNAL AT ALPHA 1947 IS VISIBLE AT 37 FEET.
 CS2761'
 CS2761'A 74 FOOT SIGNAL AT RICHARD IS VISIBLE AT 37 FEET.
 CS2761'
 CS2761'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2761
 CS2761                          STATION RECOVERY (1958)
 CS2761
 CS2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2761'THIS STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 CS2761'IN GOOD CONDITION AS DESCRIBED.
 CS2761
 CS2761                          STATION RECOVERY (1958)
 CS2761
 CS2761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2761'STATION DESTROYED BY HEAVY MACHINERY.  THE CONCRETE POST WAS
 CS2761'FOUND, SLIGHTLY TILTED, WITH STATION TABLET MISSING.
 CS2761'
 CS2761'REFERENCE MARK 2 WAS FOUND AS DESCRIBED.
 CS2761
 CS2761                          STATION RECOVERY (1959)
 CS2761
 CS2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2761'STATION WAS RECOVERED BUT HAS BEEN DAMAGED.  THE TOP OF THE
 CS2761'TRIANGULATION STATION HAS BEEN SHAVED OFF AND ONLY THE STEM OF
 CS2761'THE BRASS PLATE REMAINS.  REFERENCE MARK NO. 2 WAS RECOVERED IN
 CS2761'GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 HAS BEEN
 CS2761'BLADED UP.  DIRECTIONS FOR PROCEEDING TO THE STATION SITE
 CS2761'ARE CORRECT.
 CS2761
 CS2761                          STATION RECOVERY (1963)
 CS2761
 CS2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2761'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 CS2761'RECOVERED.  REFERENCE MARK NO. 1 WAS NOT FOUND.  THE STATION
 CS2761'MARK WAS FOUND TO BE 6 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2761'THE DISK HAS BEEN DESTROYED EXCEPT FOR THE DOT AND HALF OF
 CS2761'THE TRIANGLE BUT IT APPEARS TO BE IN ITS ORIGINAL POSITION.
 CS2761'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE IN GOOD CONDITION.
 CS2761'REFERENCE MARK NO. 1 WAS PROBABLY DESTROYED WHEN A CULVERT WAS
 CS2761'REBUILT.
 CS2761'
 CS2761'ADDITIONAL MEASUREMENTS WERE MADE FOR THE RECOVERY OF STATION
 CS2761'AS FOLLOWS--THE STATION MARK IS 19 FEET SOUTH OF A FIRE HYDRANT,
 CS2761'18 FEET NORTH-NORTHWEST OF A POWER LINE POLE NO. 9 N 4 E 80,
 CS2761'19 FEET WEST OF THE CENTER OF A SEWER COVER, AND 3 FEET
 CS2761'SOUTHEAST OF ANOTHER SEWER COVER.  ALL THE DISTANCES AS
 CS2761'DESCRIBED IN THE ORIGINAL DESCRIPTION STILL APPLY.  REFERENCE
 CS2761'MARK NO. 2 WAS RECOVERED AS DESCRIBED.
 CS2761'
 CS2761'THE AZIMUTH MARK A STANDARD DISK STAMPED WATSON 1949, IS
 CS2761'SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS2761'OF THE GROUND.  IT IS 195 FEET EAST OF THE EXTENDED CENTER
 CS2761'LINE OF THE CENTER OF SHEPHERD ROAD, 42 FEET NORTH OF THE CENTER
 CS2761'LINE OF FOREST LANE, 75 FEET WEST-NORTHWEST OF A POWER LINE
 CS2761'POLE NO. 10 N 4 E 94, 12 FEET NORTHEAST OF A HIGHWAY
 CS2761'RIGHT-OF-WAY CONCRETE POST, AND IS IN THE EDGE OF A CULTIVATED
 CS2761'FIELD.
 CS2761'
 CS2761'THE STATION WAS REACHED FROM THE INTERSECTION OF MAIN STREET AND
 CS2761'GREENVILLE AVENUE IN RICHARDSON, BY GOING SOUTH ON GREENVILLE
 CS2761'AVENUE (OLD U.S. HIGHWAY 75) FOR 2.9 MILES TO THE JUNCTION
 CS2761'OF FOREST LANE, THENCE CONTINUE ON GREENVILLE AVENUE FOR 0.1
 CS2761'MILE TO THE STATION ON THE RIGHT.
 CS2761'
 CS2761'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 CS2761'GREENVILLE AVENUE FOR 0.1 MILE TO FOREST LANE.  TURN LEFT, WEST,
 CS2761'AND FOLLOW FOREST LANE FOR 0.2 MILE TO MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0879 ***********************************************************************
 EN0879  DESIGNATION -  WATSON
 EN0879  PID         -  EN0879
 EN0879  STATE/COUNTY-  TX/HALE
 EN0879  USGS QUAD   -  HALFWAY (1968)
 EN0879
 EN0879                         *CURRENT SURVEY CONTROL
 EN0879  ___________________________________________________________________
 EN0879* NAD 83(1993)-  34 13 25.10758(N)    101 52 57.56769(W)     ADJUSTED  
 EN0879* NAVD 88     -      1064.8    (meters)    3493.     (feet)  VERTCON   
 EN0879  ___________________________________________________________________
 EN0879  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 EN0879  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 EN0879
 EN0879  HORZ ORDER  -  FIRST
 EN0879
 EN0879.The horizontal coordinates were established by classical geodetic methods
 EN0879.and adjusted by the National Geodetic Survey in February 1996..
 EN0879
 EN0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0879
 EN0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0879
 EN0879.The geoid height was determined by GEOID03.
 EN0879
 EN0879;                    North         East     Units Scale Factor Converg.
 EN0879;SPC TXNC     - 2,288,583.299   288,343.605   MT  1.00008181   -1 50 41.6
 EN0879;SPC TXNC     - 7,508,460.37    946,007.31   sFT  1.00008181   -1 50 41.6
 EN0879;SPC TX N     - 1,024,879.675   164,736.808   MT  1.00012608   -0 13 18.3
 EN0879;SPC TX N     - 3,362,459.40    540,474.01   sFT  1.00012608   -0 13 18.3
 EN0879;UTM  14      - 3,790,712.266   234,450.997   MT  1.00046933   -1 37 20.0
 EN0879
 EN0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0879!SPC TXNC     -   0.99983693  x   1.00008181  =   0.99991872
 EN0879!SPC TX N     -   0.99983693  x   1.00012608  =   0.99996299
 EN0879!UTM  14      -   0.99983693  x   1.00046933  =   1.00030618
 EN0879
 EN0879:                Primary Azimuth Mark                     Grid Az
 EN0879:SPC TXNC     -  KRESS WHITE CHURCH STEEPLE               038 53 15.3
 EN0879:SPC TX N     -  KRESS WHITE CHURCH STEEPLE               037 15 52.0
 EN0879:UTM  14      -  KRESS WHITE CHURCH STEEPLE               038 39 53.7
 EN0879
 EN0879|---------------------------------------------------------------------|
 EN0879| PID    Reference Object                     Distance      Geod. Az  |
 EN0879|                                                           dddmmss.s |
 EN0879| EN0882 KRESS WHITE CHURCH STEEPLE          APPROX.19.9 KM 0370233.7 |
 EN0879| CJ9249 WATSON RM 1                          17.580 METERS 08543     |
 EN0879| EN0857 PLAINVIEW MUNICIPAL TANK            APPROX.17.2 KM 1034039.7 |
 EN0879| EN0872 HALE CENTER MUNICIPAL TANK          APPROX.17.9 KM 1683839.1 |
 EN0879| CJ9250 WATSON RM 2                                        17530     |
 EN0879|---------------------------------------------------------------------|
 EN0879
 EN0879                          SUPERSEDED SURVEY CONTROL
 EN0879
 EN0879  NAD 83(1986)-  34 13 25.11367(N)    101 52 57.56216(W) AD(       ) 1
 EN0879  NAD 27      -  34 13 24.87000(N)    101 52 55.91000(W) AD(       ) 1
 EN0879  NGVD 29 (07/19/86) 1064.4    (m)         3492.     (f) VERT ANG       
 EN0879
 EN0879.Superseded values are not recommended for survey control.
 EN0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0879.See file dsdata.txt to determine how the superseded data were derived.
 EN0879
 EN0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3445190712(NAD 83)
 EN0879_MARKER: DS = TRIANGULATION STATION DISK
 EN0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0879
 EN0879  HISTORY     - Date     Condition        Report By
 EN0879  HISTORY     - 1932     MONUMENTED       CGS
 EN0879
 EN0879                          STATION DESCRIPTION
 EN0879
 EN0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 EN0879'ABOUT 10 MILES W AND 2-1/2 MILES N OF PLAINVIEW, 11 MILES N AND
 EN0879'2 MILES W OF HALE CENTER, IN THE NE CORNER OF THE S HALF OF
 EN0879'SECTION 19, BLOCK JK, ON LAND OWNED AND OCCUPIED BY J.F. WATSON,
 EN0879'ABOUT 100 YARDS NE OF HIS HOUSE, AT THE N END OF A PARKWAY W OF
 EN0879'ROAD, BETWEEN ROAD AND E FENCE OF YARD AND BARNYARD LOT, 10.2
 EN0879'METERS (33 FEET) W OF CENTER LINE OF ROAD, 8.25 METERS (27.1
 EN0879'FEET) S OF FENCE CORNER, AND 7.0 METERS (23 FEET) E OF FENCE.
 EN0879'
 EN0879'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EN0879'DISKS SET IN CONCRETE.
 EN0879'
 EN0879'REFERENCE MARK NO. 1 IS IN FENCE LINE, 7.30 METERS (24.0 FEET)
 EN0879'E OF CENTER OF ROAD, AND 17.58 METERS (57.7 FEET) FROM STATION,
 EN0879'N 85 DEG 43 MIN E.
 EN0879'
 EN0879'REFERENCE MARK NO. 2 IS IN FENCE LINE, 23 FEET E OF CENTER OF
 EN0879'ROAD, 22 FEET S OF THE S END OF AN IRON-PIPE CULVERT IN THE E
 EN0879'DITCH, AND 0.17 MILE (BY SPEEDOMETER) FROM STATION,
 EN0879'S 04 DEG 30 MIN E.
 EN0879'
 EN0879'OTHER BEARINGS FROM STATION ARE--PLAINVIEW, MUNICIPAL WATER TANK,
 EN0879'FINIAL, S 76 DEG 19 MIN E, HALE CENTER, MUNICIPAL WATER TANK,
 EN0879'FINIAL S 11 DEG 21 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1194 ***********************************************************************
 CU1194  DESIGNATION -  WATSON
 CU1194  PID         -  CU1194
 CU1194  STATE/COUNTY-  TX/NOLAN
 CU1194  USGS QUAD   -  NOLAN (1984)
 CU1194
 CU1194                         *CURRENT SURVEY CONTROL
 CU1194  ___________________________________________________________________
 CU1194* NAD 83(1993)-  32 19 28.64862(N)    100 11 50.52373(W)     ADJUSTED  
 CU1194* NAVD 88     -       768.     (meters)    2520.     (feet)  SCALED    
 CU1194  ___________________________________________________________________
 CU1194  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 CU1194  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CU1194
 CU1194  HORZ ORDER  -  THIRD
 CU1194
 CU1194.The horizontal coordinates were established by classical geodetic methods
 CU1194.and adjusted by the National Geodetic Survey in February 1996..
 CU1194
 CU1194.The orthometric height was scaled from a topographic map.
 CU1194
 CU1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1194
 CU1194.The geoid height was determined by GEOID03.
 CU1194
 CU1194;                    North         East     Units Scale Factor Converg.
 CU1194;SPC TXNC     - 2,074,253.237   440,192.608   MT  0.99995251   -0 55 32.6
 CU1194;SPC TXNC     - 6,805,279.16  1,444,198.58   sFT  0.99995251   -0 55 32.6
 CU1194;UTM  14      - 3,577,048.551   387,298.972   MT  0.99975663   -0 38 25.1
 CU1194
 CU1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1194!SPC TXNC     -   0.99988358  x   0.99995251  =   0.99983609
 CU1194!UTM  14      -   0.99988358  x   0.99975663  =   0.99964023
 CU1194
 CU1194                          SUPERSEDED SURVEY CONTROL
 CU1194
 CU1194  NAD 83(1986)-  32 19 28.65435(N)    100 11 50.51237(W) AD(       ) 3
 CU1194
 CU1194.Superseded values are not recommended for survey control.
 CU1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1194.See file dsdata.txt to determine how the superseded data were derived.
 CU1194
 CU1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA8729977049(NAD 83)
 CU1194_MARKER: DD = SURVEY DISK
 CU1194_SETTING: 80 = SET IN A BOULDER
 CU1194_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CU1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU1194+STABILITY: SURFACE MOTION
 CU1194
 CU1194  HISTORY     - Date     Condition        Report By
 CU1194  HISTORY     - 1955     MONUMENTED       USGS
 CU1194
 CU1194                          STATION DESCRIPTION
 CU1194
 CU1194'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CU1194'STATION IS LOCATED ABOUT 3.5 MI. N. AND 2.5 MI. E. OF THE TOWN OF
 CU1194'NOLAN, IN PASTURE LAND OWNED BY A MR. WATSON.
 CU1194'
 CU1194'TO REACH FROM THE POST OFFICE IN NOLAN, GO E. AND N. ON FARM RD. 126
 CU1194'FOR 2.7 MI., TURN LEFT (N.) AT T-RD., GO 1.1 MI. TO CROSSROAD, THENCE
 CU1194'STRAIGHT AHEAD FOR 1.0 MI. TO T-RD., TURN RIGHT AND GO 0.3 MI., ENTER
 CU1194'FIELD RD. N. AT ABANDONED HOUSE, THENCE N. FOR 0.8 MI., PASS ABOUT
 CU1194'300 FT. W. OF WINDMILL, CONTINUE N. AND W. FOR 0.3 MI., STATION LIES
 CU1194'110 FT. N. OF AN E-W. FENCE.
 CU1194'
 CU1194'STATION MARK--STANDARD TABLET CEMENTED IN A DRILL HOLE IN A BOULDER
 CU1194'PROJECTING 1.0 IN., STAMPED---WATSON 1955---.
 CU1194'
 CU1194'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN A CEDAR TREE, 143.10
 CU1194'FT. FROM STATION BEARING S 32 19 W.
 CU1194'
 CU1194'REFERENCE MARK NO. 2--CHISELED CROSS ON A BOULDER, 176.69 FT. FROM
 CU1194'STATION MARK BEARING S 75 26 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3112 ***********************************************************************
 AW3112  DESIGNATION -  WATTS
 AW3112  PID         -  AW3112
 AW3112  STATE/COUNTY-  TX/LIBERTY
 AW3112  USGS QUAD   -  SHILOH (1993)
 AW3112
 AW3112                         *CURRENT SURVEY CONTROL
 AW3112  ___________________________________________________________________
 AW3112* NAD 83(1993)-  29 56 58.63719(N)    094 41 30.38945(W)     ADJUSTED  
 AW3112* NAVD 88     -        12.22   (+/-2cm)      40.1    (feet)  VERTCON   
 AW3112  ___________________________________________________________________
 AW3112  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW3112  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3112
 AW3112  HORZ ORDER  -  SECOND
 AW3112  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3112
 AW3112.The horizontal coordinates were established by classical geodetic methods
 AW3112.and adjusted by the National Geodetic Survey in February 1996..
 AW3112
 AW3112.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3112.The vertical order pertains to the NGVD 29 superseded value.
 AW3112
 AW3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3112
 AW3112.The geoid height was determined by GEOID03.
 AW3112
 AW3112;                    North         East     Units Scale Factor Converg.
 AW3112;SPC TX C     - 3,045,175.884 1,244,400.854   MT  1.00004878   +2 54 20.6
 AW3112;SPC TX C     - 9,990,714.55  4,082,671.80   sFT  1.00004878   +2 54 20.6
 AW3112;SPC TXSC     - 4,242,203.732 1,015,767.360   MT  0.99992063   +2 06 38.4
 AW3112;SPC TXSC     -13,917,963.41  3,332,563.41   sFT  0.99992063   +2 06 38.4
 AW3112;UTM  15      - 3,314,406.568   336,737.893   MT  0.99992886   -0 50 41.2
 AW3112
 AW3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3112!SPC TX C     -   1.00000240  x   1.00004878  =   1.00005118
 AW3112!SPC TXSC     -   1.00000240  x   0.99992063  =   0.99992303
 AW3112!UTM  15      -   1.00000240  x   0.99992886  =   0.99993126
 AW3112
 AW3112|---------------------------------------------------------------------|
 AW3112| PID    Reference Object                     Distance      Geod. Az  |
 AW3112|                                                           dddmmss.s |
 AW3112| AW3113 WATTS RM 1                           35.278 METERS 00051     |
 AW3112| AW3111 WATTS RM 2                           14.432 METERS 11059     |
 AW3112| AW3114 WATTS AZ MK                                        2695846.1 |
 AW3112|---------------------------------------------------------------------|
 AW3112
 AW3112                          SUPERSEDED SURVEY CONTROL
 AW3112
 AW3112  NAD 83(1986)-  29 56 58.65431(N)    094 41 30.37206(W) AD(       ) 2
 AW3112  NAD 27      -  29 56 57.87600(N)    094 41 29.66600(W) AD(       ) 2
 AW3112  NGVD 29 (??/??/92)   12.23   (m)           40.1    (f) COMPUTED    1 2
 AW3112
 AW3112.Superseded values are not recommended for survey control.
 AW3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3112.See file dsdata.txt to determine how the superseded data were derived.
 AW3112
 AW3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3673814407(NAD 83)
 AW3112_MARKER: DS = TRIANGULATION STATION DISK
 AW3112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3112_STAMPING: WATTS 1951
 AW3112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3112+STABILITY: SURFACE MOTION
 AW3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3112+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3112
 AW3112  HISTORY     - Date     Condition        Report By
 AW3112  HISTORY     - 1951     MONUMENTED       CGS
 AW3112  HISTORY     - 1954     GOOD             CGS
 AW3112  HISTORY     - 1959     GOOD             NGS
 AW3112  HISTORY     - 20040407 GOOD             USPSQD
 AW3112  HISTORY     - 20050515 GOOD             USPSQD
 AW3112
 AW3112                          STATION DESCRIPTION
 AW3112
 AW3112'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW3112'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHEAST OF LIBERTY
 AW3112'AND ABOUT 7.0 MILES NORTHWEST OF HANKAMER IN THE NORTHEAST
 AW3112'CORNER OF A FARMYARD, 58 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 AW3112'45 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 3 FEET EAST OF A
 AW3112'WITNESS POST.  IT IS STAMPED WATTS 1951 AND PROJECTS 3 INCHES.
 AW3112'
 AW3112'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 22 FEET
 AW3112'NORTH OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF AN EAST-WEST
 AW3112'FENCE LINE.  IT IS STAMPED WATTS NO 1 1951 AND PROJECTS 6 INCHES.
 AW3112'
 AW3112'REFERENCE MARK NO. 2 IS IN THE EAST EDGE OF FARMYARD, 77 FEET
 AW3112'SOUTH OF A T FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH
 AW3112'FENCE LINE.  IT IS STAMPED WATTS NO 2 1951 AND PROJECTS 4
 AW3112'INCHES.
 AW3112'
 AW3112'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 139.77 FEET.
 AW3112'
 AW3112'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 45 FEET NORTH
 AW3112'OF THE CENTER OF ROAD, 40 FEET SOUTHWEST OF THE SOUTHWEST
 AW3112'CORNER OF A FARMHOUSE, 2 FEET EAST OF A WITNESS POST AND 1
 AW3112'FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED WATTS
 AW3112'1951 AND PROJECTS 6 INCHES.
 AW3112'
 AW3112'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD
 AW3112'STATION IN LIBERTY, GO EAST ON U.S. HIGHWAY 90 FOR 0.8 MILE
 AW3112'TO JUNCTION WITH FARM ROAD 563, TURN RIGHT AND GO SOUTH ON
 AW3112'FARM ROAD 563 FOR 9.4 MILES TO A T ROAD LEFT.  TURN LEFT AND
 AW3112'GO EAST ON SAND ROAD FOR 0.7 MILE TO AZIMUTH MARK ON LEFT AS
 AW3112'DESCRIBED, CONTINUE EAST FOR 0.3 MILE TO A FARMYARD ON RIGHT AND
 AW3112'STATION IN NORTHEAST CORNER OF YARD AS DESCRIBED.
 AW3112'
 AW3112'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AW3112
 AW3112                          STATION RECOVERY (1954)
 AW3112
 AW3112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW3112'0.15 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE RICE GROWERS
 AW3112'CONCRETE ELEVATOR AT RAYWOOD, THENCE 3.35 MILES SOUTH ALONG
 AW3112'A GRADED DIRT ROAD, THENCE 0.5 MILE WEST ALONG A GRADED DIRT
 AW3112'ROAD, THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 AW3112'0.5 MILE WEST ALONG A GRADED DIRT ROAD, AT THE NORTHEAST
 AW3112'CORNER OF A FARMYARD, 90.8 FEET SOUTH OF THE CENTER LINE
 AW3112'OF A GRADED DIRT ROAD, 47.4 FEET SOUTH OF A FENCE, 2.2 FEET
 AW3112'EAST OF A WITNESS POST, 22.9 FEET WEST OF A FENCE, A
 AW3112'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 AW3112'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED WATTS
 AW3112'1951.
 AW3112'
 AW3112'WATTS R.M. 1 IS 115.7 FEET NORTH OF TRIANGULATION STATION WATTS
 AW3112'1951, 26.2 FEET NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD,
 AW3112'13.4 FEET SOUTH OF A FENCE, A REFERENCE MARK DISK SET IN THE
 AW3112'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AW3112'GROUND, STAMPED WATTS NO 1 1951.
 AW3112'
 AW3112'WATTS R.M. 2 IS 47.3 FEET SOUTHEAST OF TRIANGULATION STATION
 AW3112'WATTS 1951, 106 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT
 AW3112'ROAD, 22.3 FEET EAST OF A FENCE, 66.6 FEET SOUTHEAST OF A WIRE
 AW3112'GATE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 AW3112'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED WATTS
 AW3112'NO 2 1951.
 AW3112'
 AW3112'WATTS 1951 AZIMUTH IS 0.35 MILE WEST OF TRIANGULATION STATION
 AW3112'WATTS 1951, 45.2 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 AW3112'FARMHOUSE, 8.5 FEET EAST OF A FENCE CORNER, 50 FEET NORTH
 AW3112'OF THE CENTER LINE OF A GRADED DIRT ROAD, 1.2 FEET EAST OF
 AW3112'A WITNESS POST, 106.5 FEET EAST OF BENCH MARK B 664, 28 FEET
 AW3112'EAST OF A 6 INCH PINE TREE, 2 FEET SOUTH OF A FENCE, AN AZIMUTH
 AW3112'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AW3112'0.6 FOOT ABOVE THE GROUND, STAMPED WATTS 1951.
 AW3112
 AW3112                          STATION RECOVERY (1959)
 AW3112
 AW3112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW3112'7.35 MI S FROM RAYWOOD.
 AW3112'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE RICE GROWERS
 AW3112'CONCRETE ELEVATOR AT RAYWOOD, THENCE ABOUT 7.2 MILES SOUTH ALONG FARM
 AW3112'ROAD 770, ABOUT 0.4 MILE WEST OF A CURVE IN THE ROAD, 91 FEET SOUTH OF
 AW3112'THE CENTER LINE OF THE ROAD, 180 FEET EAST OF THE CENTER LINE OF A
 AW3112'PRIVATE DRIVEWAY, 47.3 FEET NORTHWEST OF WATTS R.M. 2, 23 FEET WEST OF
 AW3112'A FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 AW3112
 AW3112                          STATION RECOVERY (2004)
 AW3112
 AW3112'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3112'RECOVERED IN GOOD CONDITION.
 AW3112
 AW3112                          STATION RECOVERY (2005)
 AW3112
 AW3112'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3112'FOUND WATTS
 AW3112'NOT FOUND WATTS 1
 AW3112'FOUND WATTS 2
 AW3112'FOUND WATTS AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3114 ***********************************************************************
 AW3114  DESIGNATION -  WATTS AZ MK
 AW3114  PID         -  AW3114
 AW3114  STATE/COUNTY-  TX/LIBERTY
 AW3114  USGS QUAD   -  SHILOH (1993)
 AW3114
 AW3114                         *CURRENT SURVEY CONTROL
 AW3114  ___________________________________________________________________
 AW3114* NAD 83(1986)-  29 56 59.     (N)    094 41 48.     (W)     SCALED    
 AW3114* NAVD 88     -         9.83   (+/-2cm)      32.3    (feet)  VERTCON   
 AW3114  ___________________________________________________________________
 AW3114  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3114
 AW3114  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3114
 AW3114.The horizontal coordinates were scaled from a topographic map and have
 AW3114.an estimated accuracy of +/- 6 seconds.
 AW3114
 AW3114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3114.The vertical order pertains to the NGVD 29 superseded value.
 AW3114
 AW3114.The geoid height was determined by GEOID03.
 AW3114
 AW3114;                    North         East    Units  Estimated Accuracy
 AW3114;SPC TX C     - 3,045,160.    1,243,930.      MT  (+/- 180 meters Scaled)
 AW3114
 AW3114                          SUPERSEDED SURVEY CONTROL
 AW3114
 AW3114  NGVD 29 (??/??/92)    9.84   (m)           32.3    (f) COMPUTED    1 2
 AW3114
 AW3114.Superseded values are not recommended for survey control.
 AW3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3114.See file dsdata.txt to determine how the superseded data were derived.
 AW3114
 AW3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP362144(NAD 83)
 AW3114_MARKER: DZ = AZIMUTH MARK DISK
 AW3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3114_STAMPING: WATTS 1951
 AW3114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3114+STABILITY: SURFACE MOTION
 AW3114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3114+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3114
 AW3114  HISTORY     - Date     Condition        Report By
 AW3114  HISTORY     - 1951     MONUMENTED       CGS
 AW3114  HISTORY     - 1959     GOOD             NGS
 AW3114  HISTORY     - 20040407 GOOD             USPSQD
 AW3114  HISTORY     - 20050515 GOOD             USPSQD
 AW3114
 AW3114                          STATION DESCRIPTION
 AW3114
 AW3114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3114'7.65 MI S FROM RAYWOOD.
 AW3114'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE RICE GROWERS
 AW3114'CONCRETE ELEVATOR AT RAYWOOD, THENCE ABOUT 7.5 MILES SOUTH ALONG FARM
 AW3114'ROAD 770, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD, 105 FEET WEST
 AW3114'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 45 FEET SOUTHWEST OF THE
 AW3114'SOUTHWEST CORNER OF A SMALL HOUSE, 27 1/2 FEET EAST OF A 12-INCH PINE
 AW3114'TREE, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW3114
 AW3114                          STATION RECOVERY (2004)
 AW3114
 AW3114'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3114'RECOVERED IN GOOD CONDITION.
 AW3114
 AW3114                          STATION RECOVERY (2005)
 AW3114
 AW3114'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3111 ***********************************************************************
 AW3111  DESIGNATION -  WATTS RM 2
 AW3111  PID         -  AW3111
 AW3111  STATE/COUNTY-  TX/LIBERTY
 AW3111  USGS QUAD   -  SHILOH (1993)
 AW3111
 AW3111                         *CURRENT SURVEY CONTROL
 AW3111  ___________________________________________________________________
 AW3111* NAD 83(1986)-  29 56 58.     (N)    094 41 30.     (W)     SCALED    
 AW3111* NAVD 88     -        12.30   (+/-2cm)      40.4    (feet)  VERTCON   
 AW3111  ___________________________________________________________________
 AW3111  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3111
 AW3111  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3111
 AW3111.The horizontal coordinates were scaled from a topographic map and have
 AW3111.an estimated accuracy of +/- 6 seconds.
 AW3111
 AW3111.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3111.The vertical order pertains to the NGVD 29 superseded value.
 AW3111
 AW3111.The geoid height was determined by GEOID03.
 AW3111
 AW3111;                    North         East    Units  Estimated Accuracy
 AW3111;SPC TX C     - 3,045,160.    1,244,410.      MT  (+/- 180 meters Scaled)
 AW3111
 AW3111                          SUPERSEDED SURVEY CONTROL
 AW3111
 AW3111  NGVD 29 (??/??/92)   12.306  (m)           40.37   (f) ADJ UNCH    1 2
 AW3111
 AW3111.Superseded values are not recommended for survey control.
 AW3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3111.See file dsdata.txt to determine how the superseded data were derived.
 AW3111
 AW3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP367143(NAD 83)
 AW3111_MARKER: DR = REFERENCE MARK DISK
 AW3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3111_STAMPING: WATTS NO 2 1951
 AW3111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3111+STABILITY: SURFACE MOTION
 AW3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3111+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3111
 AW3111  HISTORY     - Date     Condition        Report By
 AW3111  HISTORY     - 1951     MONUMENTED       CGS
 AW3111  HISTORY     - 1959     GOOD             NGS
 AW3111  HISTORY     - 20050515 GOOD             USPSQD
 AW3111
 AW3111                          STATION DESCRIPTION
 AW3111
 AW3111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3111'7.35 MI S FROM RAYWOOD.
 AW3111'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE RICE GROWERS
 AW3111'CONCRETE ELEVATOR AT RAYWOOD, THENCE ABOUT 7.2 MILES SOUTH ALONG FARM
 AW3111'ROAD 770, ABOUT 0.4 MILE WEST OF A CURVE WHERE THE ROAD TURNS TO THE
 AW3111'WEST, 106 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 66 1/2 FEET SOUTH
 AW3111'OF A FENCE, 47.3 FEET SOUTHEAST OF TRIANGULATION STATION WATTS 1951,
 AW3111'22 1/2 FEET EAST OF A FENCE, 18 FEET SOUTH OF A 24-INCH OAK TREE, AND
 AW3111'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS MARK
 AW3111'APPEARS TO HAVE BEEN HIT, IT IS LEANING TO THE SOUTHEAST.
 AW3111
 AW3111                          STATION RECOVERY (2005)
 AW3111
 AW3111'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1372 ***********************************************************************
 AJ1372  DESIGNATION -  WAVE
 AJ1372  PID         -  AJ1372
 AJ1372  STATE/COUNTY-  TX/WEBB
 AJ1372  USGS QUAD   -  TIOS CREEK (1965)
 AJ1372
 AJ1372                         *CURRENT SURVEY CONTROL
 AJ1372  ___________________________________________________________________
 AJ1372* NAD 83(1993)-  27 34 58.40288(N)    099 18 53.18140(W)     ADJUSTED  
 AJ1372* NAVD 88     -       206.0    (meters)     676.     (feet)  VERTCON   
 AJ1372  ___________________________________________________________________
 AJ1372  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AJ1372  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AJ1372
 AJ1372  HORZ ORDER  -  FIRST
 AJ1372
 AJ1372.The horizontal coordinates were established by classical geodetic methods
 AJ1372.and adjusted by the National Geodetic Survey in February 1996..
 AJ1372
 AJ1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1372
 AJ1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1372
 AJ1372.The geoid height was determined by GEOID03.
 AJ1372
 AJ1372;                    North         East     Units Scale Factor Converg.
 AJ1372;SPC TX S     - 5,212,564.822   219,555.862   MT  0.99994617   -0 22 11.7
 AJ1372;SPC TX S     -17,101,556.42    720,326.19   sFT  0.99994617   -0 22 11.7
 AJ1372;UTM  14      - 3,051,037.838   468,932.320   MT  0.99961191   -0 08 44.7
 AJ1372
 AJ1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1372!SPC TX S     -   0.99997146  x   0.99994617  =   0.99991763
 AJ1372!UTM  14      -   0.99997146  x   0.99961191  =   0.99958338
 AJ1372
 AJ1372|---------------------------------------------------------------------|
 AJ1372| PID    Reference Object                     Distance      Geod. Az  |
 AJ1372|                                                           dddmmss.s |
 AJ1372| CV3569 WAVE RM 1                             8.780 METERS 07008     |
 AJ1372| AJ1371 LAREDO ATT MICROWAVE                APPROX. 1.4 KM 0845011.7 |
 AJ1372| CV3570 WAVE RM 2                            10.454 METERS 23649     |
 AJ1372| CV3572 WAVE RM 4                                          2490500.3 |
 AJ1372| CV3571 WAVE RM 3                                          25240     |
 AJ1372|---------------------------------------------------------------------|
 AJ1372
 AJ1372                          SUPERSEDED SURVEY CONTROL
 AJ1372
 AJ1372  NAD 83(1986)-  27 34 58.40114(N)    099 18 53.15552(W) AD(       ) 1
 AJ1372  NAD 27      -  27 34 57.34935(N)    099 18 52.02988(W) AD(       ) 1
 AJ1372  NGVD 29 (07/19/86)  206.0    (m)          676.     (f) VERT ANG       
 AJ1372
 AJ1372.Superseded values are not recommended for survey control.
 AJ1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1372.See file dsdata.txt to determine how the superseded data were derived.
 AJ1372
 AJ1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6893251038(NAD 83)
 AJ1372_MARKER: DS = TRIANGULATION STATION DISK
 AJ1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1372_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1372
 AJ1372  HISTORY     - Date     Condition        Report By
 AJ1372  HISTORY     - 1974     MONUMENTED       NGS
 AJ1372  HISTORY     - 1975     GOOD             NGS
 AJ1372
 AJ1372                          STATION DESCRIPTION
 AJ1372
 AJ1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1372'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF LAREDO, 21 MILES
 AJ1372'NORTHWEST OF OILTON AND ON HIGHWAY RIGHT-OF-WAY.
 AJ1372'
 AJ1372'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AJ1372'U.S. HIGHWAY 59 IN LAREDO GO EASTERLY ON HIGHWAY 59 FOR 7.7 MILES TO
 AJ1372'TRIANGULATION STATION CASA ON THE LEFT AT THE TOP OF A HILL.
 AJ1372'CONTINUE EASTERLY ON THE HIGHWAY FOR 6.5 MILES TO REFERENCE MARK 3 ON
 AJ1372'THE RIGHT.  CONTINUE EASTERLY FOR 0.8 MILE TO THE STATION ON
 AJ1372'THE LEFT 300 FEET BEFORE REACHING A REST AREA.
 AJ1372'
 AJ1372'STATION MARKS ARE STANDARD DISKS STAMPED WAVE 1974.  THE UPPER OF
 AJ1372'THE DISKS IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 AJ1372'MONUMENT THAT IS 8 INCHES BELOW THE GROUND SURFACE.  THE LOWER OF THE
 AJ1372'DISKS IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 AJ1372'GROUND SURFACE.  THE MARKS ARE 127.0 FEET NORTH OF THE CENTER
 AJ1372'OF HIGHWAY 59, 3.5 FEET SOUTH OF A FENCE AND 3.5 FEET SOUTHWEST
 AJ1372'OF A WITNESS POST.
 AJ1372'
 AJ1372'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WAVE NO 1 1974, SET IN
 AJ1372'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1372'2 INCHES ABOVE THE GROUND.  IT IS 128.0 FEET NORTH OF THE HIGHWAY,
 AJ1372'27.0 FEET EAST OF THE WITNESS POST AND 1.5 FEET SOUTH OF THE
 AJ1372'FENCE.
 AJ1372'
 AJ1372'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WAVE NO 1 1974, SET IN
 AJ1372'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1372'2 INCHES ABOVE THE GROUND.  IT IS 117.0 FEET NORTH OF THE CENTER OF
 AJ1372'THE HIGHWAY, 37.0 FEET SOUTHWEST OF THE WITNESS POST, 2.0 FEET
 AJ1372'SOUTH OF THE FENCE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1372'
 AJ1372'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED WAVE NO 3 AZ 1974,
 AJ1372'CEMENTED IN A DRILL HOLE IN THE EAST END OF A HEADWALL FOR A
 AJ1372'CONCRETE CULVERT.  IT IS 18.0 FEET SOUTH OF THE CENTER OF HIGHWAY 59
 AJ1372'AND 2.0 FEET NORTHWEST OF A WITNESS POST.
 AJ1372'
 AJ1372'NEAREST TOWN--LAREDO.
 AJ1372'
 AJ1372'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 AJ1372
 AJ1372                          STATION RECOVERY (1975)
 AJ1372
 AJ1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AJ1372'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 AJ1372'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE
 AJ1372'VERIFIED.
 AJ1372'
 AJ1372'REFERENCE MARK NO.3 AZI WILL BE DESTROYED IN THE FUTURE BY ROAD
 AJ1372'CONSTRUCTION.  REFERENCE MARK NO.4 AZI WAS ESTABLISHED AT THIS TIME,
 AJ1372'AS DESCRIBED BELOW.
 AJ1372'
 AJ1372'THE 1974 DESCRIPTION OF STATION AND TO REACH WERE ADEQUATE.
 AJ1372'
 AJ1372'REFERENCE MARK NO.4 AZI IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AJ1372'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED WAVE 1974
 AJ1372'NO 4 AZI 1975.  IT IS 60 FEET EAST OF THE CENTER-LINE OF HIGHWAY,
 AJ1372'13 FEET NORTH OF THE NORTH END OF GATE, 10 FEET SOUTHEAST OF THE
 AJ1372'NORTH 1 OF A DOUBLE SET OF HI-LINE POLES, 3 FEET NORTH OF THE SOUTH 1
 AJ1372'OF A DOUBLE SET OF HI-LINE POLE, 2 FEET SOUTH OF A METAL WETNESS
 AJ1372'POST AND 1-FOOT WEST OF THE FENCE-LINE.
 AJ1372'
 AJ1372'TO REACH THE MARK FROM THE STATION, GO SOUTHWESTERLY ON U.S. HIGHWAY
 AJ1372'59 FOR 0.35 MILE TO MARK ON THE LEFT AND SIDE-ROAD ON THE LEFT.
 AJ1372'
 AJ1372'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LAREDO 13 MILES
 AJ1372'NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2273 ***********************************************************************
 BL2273  DESIGNATION -  WAVE
 BL2273  PID         -  BL2273
 BL2273  STATE/COUNTY-  TX/WALKER
 BL2273  USGS QUAD   -  MOORE GROVE (1997)
 BL2273
 BL2273                         *CURRENT SURVEY CONTROL
 BL2273  ___________________________________________________________________
 BL2273* NAD 83(1993)-  30 33 22.26482(N)    095 31 00.58917(W)     ADJUSTED  
 BL2273* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 BL2273  ___________________________________________________________________
 BL2273  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BL2273  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL2273
 BL2273  HORZ ORDER  -  FIRST
 BL2273
 BL2273.The horizontal coordinates were established by classical geodetic methods
 BL2273.and adjusted by the National Geodetic Survey in February 1996..
 BL2273
 BL2273.The orthometric height was scaled from a topographic map.
 BL2273
 BL2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2273
 BL2273.The geoid height was determined by GEOID03.
 BL2273
 BL2273;                    North         East     Units Scale Factor Converg.
 BL2273;SPC TX C     - 3,108,609.842 1,161,927.999   MT  0.99991173   +2 28 50.8
 BL2273;SPC TX C     -10,198,830.79  3,812,092.11   sFT  0.99991173   +2 28 50.8
 BL2273;UTM  15      - 3,383,114.433   258,584.777   MT  1.00031903   -1 16 48.5
 BL2273
 BL2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2273!SPC TX C     -   0.99998605  x   0.99991173  =   0.99989779
 BL2273!UTM  15      -   0.99998605  x   1.00031903  =   1.00030508
 BL2273
 BL2273|---------------------------------------------------------------------|
 BL2273| PID    Reference Object                     Distance      Geod. Az  |
 BL2273|                                                           dddmmss.s |
 BL2273| BL2271 WAVE 2                               33.656 METERS 03420     |
 BL2273| BL2177 FOUR NOTCH LOOKOUT TOWER            APPROX.13.4 KM 0415740.9 |
 BL2273| BL1030 HAWTHORNE                           APPROX.11.5 KM 1014056.4 |
 BL2273| BL2174 NEW WAVERLY ST JOSEPHS CATH CH      APPROX. 4.1 KM 1231530.9 |
 BL2273| BL2274 MOORES GROVE USFS LOT               APPROX. 4.2 KM 2495039.8 |
 BL2273|---------------------------------------------------------------------|
 BL2273
 BL2273                          SUPERSEDED SURVEY CONTROL
 BL2273
 BL2273  NAD 83(1986)-  30 33 22.27707(N)    095 31 00.57285(W) AD(       ) 1
 BL2273  NAD 27      -  30 33 21.55600(N)    095 30 59.77700(W) AD(       ) 1
 BL2273
 BL2273.Superseded values are not recommended for survey control.
 BL2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2273.See file dsdata.txt to determine how the superseded data were derived.
 BL2273
 BL2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5858583114(NAD 83)
 BL2273_MARKER: DS = TRIANGULATION STATION DISK
 BL2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2273
 BL2273  HISTORY     - Date     Condition        Report By
 BL2273  HISTORY     - 1935     MONUMENTED       CGS
 BL2273  HISTORY     - 1937     GOOD             TXHD
 BL2273  HISTORY     - 1952     GOOD             CGS
 BL2273  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BL2273  HISTORY     - 19960601 GOOD             USPSQD
 BL2273
 BL2273                          STATION DESCRIPTION
 BL2273
 BL2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2273'STATION IS ABOUT 12 MILES SSE OF HUNTSVILLE, ABOUT 2-1/4
 BL2273'MILES NW OF NEW WAVERLY, ON FARM OWNED BY J.R. STEWARTS HEIRS
 BL2273'AND OCCUPIED BY FRANK MC COY (HIS WIFE IS ONE OF THE HEIRS),
 BL2273'ABOUT 0.4 MILE ESE OF HIS HOUSE, 39 FEET NW OF CENTER LINE
 BL2273'OF THE GRADED DIRT ROAD, AT END OF CURVE WHERE ROAD CURVES
 BL2273'TO SW (ORIGINALLY AN E-W ROAD), 1 FOOT SE OF THE PASTURE
 BL2273'(RIGHT-OF-WAY) FENCE, 29 FEET SW OF THE SW GATEPOST, 74 FEET
 BL2273'NW OF THE TRIANGULAR-BLAZED 16-INCH PINE TREE, 106 FEET
 BL2273'WNW OF THE DIAMOND-BLAZED 15-INCH PINE TREE.  (BOTH OF THESE
 BL2273'TREES ON SE SIDE OF THE ROAD).  THE MARK PROJECTS 6 INCHES.
 BL2273'
 BL2273'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL2273'BRONZE DISKS SET IN CONCRETE.
 BL2273'
 BL2273'AZIMUTH MARK IS E OF STATION, 40 FEET N OF CENTER LINE OF
 BL2273'THE E-W GRADED DIRT ROAD, 9 FEET SE OF A 10-INCH PINE TREE,
 BL2273'16 FEET W OF A 10-INCH GUM TREE.  IT PROJECTS 2 INCHES.
 BL2273'
 BL2273'REFERENCE MARK NO. 1 IS ESE OF STATION, 47 FEET ENE OF THE
 BL2273'TRIANGULAR-BLAZED 16-INCH PINE TREE, 9 FEET SW OF THE 15-INCH
 BL2273'DIAMOND-BLAZED PINE TREE, 40 FEET SE OF CENTER LINE OF THE
 BL2273'ROAD.  IT PROJECTS 4 INCHES.
 BL2273'
 BL2273'REFERENCE MARK NO. 2 IS SW OF STATION, 31 FEET NW OF CENTER
 BL2273'LINE OF THE ROAD, 1 FOOT SE OF THE PASTURE (RIGHT-OF-WAY)
 BL2273'FENCE, 188.48 FEET WSW OF REFERENCE MARK NO. 1.  IT PROJECTS
 BL2273'6 INCHES.
 BL2273'
 BL2273'TO REACH FROM NEW WAVERLY, GO N ON U.S. HIGHWAY 75 TO THE
 BL2273'MILLIKEN MOTOR COMPANY GARAGE WHICH IS AT THE N EDGE OF
 BL2273'TOWN.  THENCE W AND NW ON GRADED DIRT ROAD 2.4 MILES TO THE
 BL2273'BLAZED TREES ON SE SIDE OF ROAD AND STATION ON NW SIDE.
 BL2273'
 BL2273'A 100-FOOT SIGNAL AT HUNTS COMES INTO VIEW AT 25 FEET.  A
 BL2273'100-FOOT SIGNAL AT PHELPS COMES INTO VIEW AT 80 FEET, AN
 BL2273'87-FOOT SIGNAL AT HAWTHORNE COMES INTO VIEW AT 60 FEET, A
 BL2273'100-FOOT SIGNAL AT WALK COMES INTO VIEW AT 45 FEET, A 100-FOOT
 BL2273'SIGNAL AT GIBBS COMES INTO VIEW AT 35 FEET, AND A 100-FOOT
 BL2273'SIGNAL AT SAM COMES INTO VIEW AT 25 FEET.
 BL2273'
 BL2273'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 BL2273
 BL2273                          STATION RECOVERY (1937)
 BL2273
 BL2273'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2273'ORIGINAL DESCRIPTION SATISFACTORY.  STATION MARK, REFERENCE
 BL2273'DISKS NO. 1 AND NO. 2, AND AZIMUTH MARK RECOVERED IN GOOD
 BL2273'CONDITION.
 BL2273
 BL2273                          STATION RECOVERY (1952)
 BL2273
 BL2273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2273'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 BL2273'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN EXCELLENT CONDITION.
 BL2273'A DIFFERENCE IN THE DIRECTION TO REFERENCE MARK NO. 2 WAS
 BL2273'FOUND.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 BL2273'
 BL2273'THE STATION IS LOCATED ABOUT 12 MILES SOUTH SOUTHEAST OF
 BL2273'HUNTSVILLE, ABOUT 2.5 MILES NORTHWEST OF NEW WAVERLY, 45
 BL2273'FEET WEST OF A CURVE IN A GRADED ROAD, 17 FEET SOUTHWEST
 BL2273'OF A PINE TREE WITH A TRIANGLE BLAZE AND 2 FEET SOUTH OF A
 BL2273'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED WAVE
 BL2273'1935.
 BL2273'
 BL2273'REFERENCE MARK NO. 1 IS 36 FEET EAST OF A CURVE IN A GRADED
 BL2273'ROAD AND 12 FEET NORTHWEST OF A PINE TREE WITH A TRIANGLE
 BL2273'BLAZE.  IT PROJECTS 2 INCHES AND IS STAMPED WAVE NO. 1 1935.
 BL2273'
 BL2273'REFERENCE MARK NO. 2 IS 33 FEET NORTHWEST OF THE CENTER OF
 BL2273'A GRADED ROAD AND 10 FEET SOUTHWEST OF A PINE TREE WITH A
 BL2273'TRIANGLE BLAZE.  IT PROJECTS 6 INCHES AND IS STAMPED WAVE
 BL2273'NO 2 1935.
 BL2273'
 BL2273'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 188.48 FEET.
 BL2273'
 BL2273'THE AZIMUTH MARK IS 46 FEET NORTH OF THE CENTER OF A GRADED
 BL2273'ROAD AND 1.5 FEET NORTHWEST OF A WITNESS POST.  IT PROJECTS
 BL2273'3 INCHES AND IS STAMPED WAVE 1935 AZIMUTH.
 BL2273'
 BL2273'TO REACH THE STATION FROM THE POST OFFICE IN NEW WAVERLY GO
 BL2273'WEST ON STATE HIGHWAY 150 FOR 0.15 MILES TO THE JUNCTION
 BL2273'OF U.S. HIGHWAY 75 AND STATE HIGHWAY 150, TURN RIGHT AND
 BL2273'GO NORTH ON U.S. HIGHWAY 75 FOR 0.1 TO A SIDE ROAD LEFT,
 BL2273'TURN LEFT AND FOLLOW GRADED ROAD NORTHWEST FOR 2.2 MILES TO THE
 BL2273'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST FOR
 BL2273'0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 BL2273
 BL2273                          STATION RECOVERY (1955)
 BL2273
 BL2273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BL2273'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BL2273'THE SURFACE STATION MARK WAS DESTROYED AT THE REQUEST OF
 BL2273'THE TEXAS HIGHWAY DEPARTMENT TO CLEAR NEW CONSTRUCTION.
 BL2273'THE SUB-SURFACE MARK WAS NOT DISTURBED BUT WILL BE UNDER
 BL2273'THE EDGE OF THE HARD-SURFACED HIGHWAY.  THE REFERENCE MARKS
 BL2273'AND THE AZIMUTH MARK WERE OUT OF THE CONSTRUCTION AREA AND
 BL2273'WERE NOT DISTURBED.  THEY WERE USED FOR REFERENCE AND AZIMUTH
 BL2273'FOR STATION WAVE 2 1955.
 BL2273
 BL2273                          STATION RECOVERY (1996)
 BL2273
 BL2273'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2271 ***********************************************************************
 BL2271  DESIGNATION -  WAVE 2
 BL2271  PID         -  BL2271
 BL2271  STATE/COUNTY-  TX/WALKER
 BL2271  USGS QUAD   -  MOORE GROVE (1997)
 BL2271
 BL2271                         *CURRENT SURVEY CONTROL
 BL2271  ___________________________________________________________________
 BL2271* NAD 83(1993)-  30 33 23.16725(N)    095 30 59.87685(W)     ADJUSTED  
 BL2271* NAVD 88     -       115.56   (+/-2cm)     379.1    (feet)  VERTCON   
 BL2271  ___________________________________________________________________
 BL2271  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BL2271  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL2271
 BL2271  HORZ ORDER  -  SECOND
 BL2271  VERT ORDER  -  THIRD ? (See Below)
 BL2271
 BL2271.The horizontal coordinates were established by classical geodetic methods
 BL2271.and adjusted by the National Geodetic Survey in February 1996..
 BL2271
 BL2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2271.The vertical order pertains to the NGVD 29 superseded value.
 BL2271
 BL2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2271
 BL2271.The geoid height was determined by GEOID03.
 BL2271
 BL2271;                    North         East     Units Scale Factor Converg.
 BL2271;SPC TX C     - 3,108,638.426 1,161,945.761   MT  0.99991170   +2 28 51.2
 BL2271;SPC TX C     -10,198,924.57  3,812,150.38   sFT  0.99991170   +2 28 51.2
 BL2271;UTM  15      - 3,383,141.801   258,604.383   MT  1.00031892   -1 16 48.2
 BL2271
 BL2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2271!SPC TX C     -   0.99998612  x   0.99991170  =   0.99989782
 BL2271!UTM  15      -   0.99998612  x   1.00031892  =   1.00030504
 BL2271
 BL2271:                Primary Azimuth Mark                     Grid Az
 BL2271:SPC TX C     -  WAVE AZ MK                               090 54 27.3
 BL2271:UTM  15      -  WAVE AZ MK                               094 40 06.7
 BL2271
 BL2271|---------------------------------------------------------------------|
 BL2271| PID    Reference Object                     Distance      Geod. Az  |
 BL2271|                                                           dddmmss.s |
 BL2271| CV8584 WAVE AZ MK                                         0932318.5 |
 BL2271| CV8585 WAVE RM 1                            40.337 METERS 16515     |
 BL2271| BL2273 WAVE                                 33.656 METERS 21420     |
 BL2271| CV8586 WAVE RM 2                            70.912 METERS 21923     |
 BL2271| BL2275 WAVE 2 RM 3                          22.011 METERS 29031     |
 BL2271|---------------------------------------------------------------------|
 BL2271
 BL2271                          SUPERSEDED SURVEY CONTROL
 BL2271
 BL2271  NAD 83(1986)-  30 33 23.17960(N)    095 30 59.86044(W) AD(       ) 2
 BL2271  NAD 27      -  30 33 22.45800(N)    095 30 59.06500(W) AD(       ) 2
 BL2271  NGVD 29 (07/19/86)  115.56   (m)          379.1    (f) LEVELING    3  
 BL2271
 BL2271.Superseded values are not recommended for survey control.
 BL2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2271.See file dsdata.txt to determine how the superseded data were derived.
 BL2271
 BL2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5860483142(NAD 83)
 BL2271_MARKER: DS = TRIANGULATION STATION DISK
 BL2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2271
 BL2271  HISTORY     - Date     Condition        Report By
 BL2271  HISTORY     - 1955     MONUMENTED       CGS
 BL2271  HISTORY     - 1965     GOOD             CGS
 BL2271  HISTORY     - 1967     GOOD             CGS
 BL2271  HISTORY     - 19960601 GOOD             USPSQD
 BL2271
 BL2271                          STATION DESCRIPTION
 BL2271
 BL2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BL2271'THE STATION IS LOCATED ABOUT 12 MILES S.S.E. OF HUNTSVILLE,
 BL2271'ABOUT 2.5 MILES NORTHWEST OF NEW WAVERLY ALONG THE NORTH
 BL2271'SIDE OF F.M. HIGHWAY 2160.  IT IS 8 FEET NORTH OF THE NORTH
 BL2271'RIGHT-OF-WAY FENCE, 20 FEET NORTHWEST OF A BRACED POWER POLE
 BL2271'AND 4 FEET EAST OF A 4 X 4 WITNESS POST.  THE STATION DISK
 BL2271'IS STAMPED WAVE 2 1955 AND IS SET IN A CONCRETE MONUMENT WHICH
 BL2271'PROJECTS ABOUT 4 INCHES.
 BL2271'
 BL2271'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WAVE NO. 1
 BL2271'1935 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT
 BL2271'3 INCHES.  IT IS 10 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 BL2271'FENCE, AND THE JUNCTION OF A SECTION OF THE OLD ROAD AND IS
 BL2271'28 FEET EAST OF A FENCE CORNER.
 BL2271'
 BL2271'REFERENCE NO. 2 IS A STANDARD DISK STAMPED WAVE NO 1 1935
 BL2271'SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES,
 BL2271'33 FEET NORTH OF THE CENTERLINE OF THE OLD GRAVEL ROAD, 40
 BL2271'FEET SOUTH OF THE HIGHWAY RIGHT-OF-WAY LINE AND IS UNDER
 BL2271'A POWER LINE.
 BL2271'
 BL2271'THE AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION, A STANDARD
 BL2271'DISK STAMPED WAVE 1935 AZIMUTH, SET IN A CONCRETE MONUMENT
 BL2271'WHICH PROJECTS ABOUT 3 INCHES.  IT IS 6 FEET NORTH OF THE
 BL2271'NORTH RIGHT-OF-WAY FENCE OF THE HIGHWAY, 20 FEET SOUTHWEST
 BL2271'OF A 16 INCH OAK, 50 FEET WEST OF A POWER POLE AND 1 FOOT
 BL2271'NORTHWEST OF A 4 X 4 WITNESS POST.
 BL2271'
 BL2271'TO REACH FROM THE MAIN CROSS HIGHWAYS IN NEW WAVERLY.  GO
 BL2271'NORTH ON HIGHWAY NO. 75, 0.1 MILE, THEN TURN LEFT AND GO
 BL2271'WEST AND NORTHWEST ON F.M. HIGHWAY NO. 2160, 2.2 TO THE
 BL2271'AZIMUTH MARK ON THE RIGHT.  THEN CONTINUE ON THE HIGHWAY
 BL2271'0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 BL2271
 BL2271                          STATION RECOVERY (1965)
 BL2271
 BL2271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WM)
 BL2271'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 BL2271'
 BL2271'UNDERGROUND STATION MARK WAVE - 1935, WAS RECOVERED IN GOOD
 BL2271'CONDITION.  IT IS NOW EXPOSED TO THE SURFACE.
 BL2271
 BL2271                          STATION RECOVERY (1967)
 BL2271
 BL2271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2271'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 BL2271'RECOVERED AS PREVIOUSLY DESCRIBED.  DUE TO A POWERLINE OVER WAVE 2
 BL2271'IT COULD NOT BE OCCUPIED AND A NEW STATION, WAVE 2 RM 3 1955 1966,
 BL2271'WAS ESTABLISHED.  FOR THE ROUTE TO REACH AND DISCRIPTION OF ALL
 BL2271'MARKS SEE DESCRIPTION FOR WAVE 2 RM 3 1955 1966.
 BL2271'
 BL2271'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 BL2271'NORTHWEST OF NEW WAVERLY.
 BL2271
 BL2271                          STATION RECOVERY (1996)
 BL2271
 BL2271'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2275 ***********************************************************************
 BL2275  DESIGNATION -  WAVE 2 RM 3
 BL2275  PID         -  BL2275
 BL2275  STATE/COUNTY-  TX/WALKER
 BL2275  USGS QUAD   -  MOORE GROVE (1997)
 BL2275
 BL2275                         *CURRENT SURVEY CONTROL
 BL2275  ___________________________________________________________________
 BL2275* NAD 83(1993)-  30 33 23.41768(N)    095 31 00.65040(W)     ADJUSTED  
 BL2275* NAVD 88     -       115.65   (+/-2cm)     379.4    (feet)  VERTCON   
 BL2275  ___________________________________________________________________
 BL2275  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BL2275  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL2275
 BL2275  HORZ ORDER  -  FIRST
 BL2275  VERT ORDER  -  THIRD ? (See Below)
 BL2275
 BL2275.The horizontal coordinates were established by classical geodetic methods
 BL2275.and adjusted by the National Geodetic Survey in February 1996..
 BL2275
 BL2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2275.The vertical order pertains to the NGVD 29 superseded value.
 BL2275
 BL2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2275
 BL2275.The geoid height was determined by GEOID03.
 BL2275
 BL2275;                    North         East     Units Scale Factor Converg.
 BL2275;SPC TX C     - 3,108,645.237 1,161,924.832   MT  0.99991169   +2 28 50.8
 BL2275;SPC TX C     -10,198,946.92  3,812,081.72   sFT  0.99991169   +2 28 50.8
 BL2275;UTM  15      - 3,383,149.975   258,583.939   MT  1.00031904   -1 16 48.6
 BL2275
 BL2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2275!SPC TX C     -   0.99998611  x   0.99991169  =   0.99989780
 BL2275!UTM  15      -   0.99998611  x   1.00031904  =   1.00030514
 BL2275
 BL2275                          SUPERSEDED SURVEY CONTROL
 BL2275
 BL2275  NAD 83(1986)-  30 33 23.43013(N)    095 31 00.63428(W) AD(       ) 1
 BL2275  NAD 27      -  30 33 22.70849(N)    095 30 59.83854(W) AD(       ) 1
 BL2275  NGVD 29 (07/19/86)  115.65   (m)          379.4    (f) LEVELING    3  
 BL2275
 BL2275.Superseded values are not recommended for survey control.
 BL2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2275.See file dsdata.txt to determine how the superseded data were derived.
 BL2275
 BL2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5858483150(NAD 83)
 BL2275_MARKER: DR = REFERENCE MARK DISK
 BL2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2275
 BL2275  HISTORY     - Date     Condition        Report By
 BL2275  HISTORY     - 1967     MONUMENTED       CGS
 BL2275  HISTORY     - 19960601 GOOD             USPSQD
 BL2275
 BL2275                          STATION DESCRIPTION
 BL2275
 BL2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2275'THE STATION IS ABOUT 12 MILES SOUTH-SOUTHEAST OF HUNTSVILLE,
 BL2275'6 MILES NORTH OF WILLIS, 2-1/2 MILES NORTHWEST OF NEW WAVERLY
 BL2275'AND ON PROPERTY OWNED BY MR. JOHN L. STEWART.
 BL2275'
 BL2275'TO REACH FROM THE TRAFFIC LIGHT ABOUT 0.05 MILE WEST OF THE
 BL2275'POST OFFICE IN NEW WAVERLY, GO NORTH ON U.S. HIGHWAY 75 AND
 BL2275'STATE HIGHWAY 150 FOR 0.15 MILE TO WHERE STATE HIGHWAY 150
 BL2275'TURNS LEFT.  TURN LEFT AND GO WEST ON STATE HIGHWAY 150 FOR 0.9
 BL2275'MILE TO FARM ROAD 1374.  CONTINUE WEST ON FARM ROAD 1374,
 BL2275'PASSING OVER INTERSTATE HIGHWAY 45, FOR 1.35 MILES TO THE
 BL2275'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST ON THE
 BL2275'HIGHWAY FOR 0.2 MILE TO A SIDE ROAD LEFT AND THE STATIONS,
 BL2275'WAVE 2 1955 AND WAVE 2 RM 3 1955 1966 ON THE RIGHT AS
 BL2275'DESCRIBED.
 BL2275'
 BL2275'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED WAVE 2
 BL2275'RM 3 1955 1966, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 BL2275'MONUMENT AND PROJECTS 6 INCHES.  IT IS 84.5 FEET NORTH OF THE
 BL2275'CENTER OF FARM ROAD 1374, 81.2 FEET WEST-NORTHWEST OF A
 BL2275'POWERLINE POLE NUMBER 395 AND 4.5 FEET SOUTH-SOUTHEAST OF A METAL
 BL2275'WITNESS POST.
 BL2275'
 BL2275'THE 1955 STATION MARK IS A STANDARD DISK STAMPED WAVE 2 1955,
 BL2275'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS
 BL2275'2 INCHES.  IT IS 59 FEET NORTH OF THE CENTER OF FARM ROAD 1374,
 BL2275'22 FEET WEST-NORTHWEST OF A POWERLINE POLE NUMBER 395 AND 9 FEET
 BL2275'NORTH OF A METAL WITNESS POST.
 BL2275'
 BL2275'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WAVE NO 1 1935,
 BL2275'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS
 BL2275'2 INCHES.  IT IS 67 FEET SOUTH OF THE CENTER OF FARM ROAD 1374,
 BL2275'61 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 15.5 FEET
 BL2275'SOUTHWEST OF A 10-INCH PINE TREE AND 2 FEET NORTHWEST OF A METAL
 BL2275'WITNESS POST.
 BL2275'
 BL2275'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WAVE NO 2 1935,
 BL2275'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS
 BL2275'4 INCHES.  IT IS 33 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 BL2275'26 FEET EAST-NORTHEAST OF A 12-INCH OAK TREE, 13 FEET EAST OF A
 BL2275'FENCE AND 2.5 FEET NORTH OF A METAL WITNESS POST.
 BL2275'
 BL2275'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 BL2275'WAVE 1935 AZIMUTH, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BL2275'MONUMENT AND PROJECTS 2 INCHES.  IT IS 57 FEET NORTH OF THE
 BL2275'CENTER OF FARM ROAD 1374, 55 FEET WEST OF A POWERLINE POLE,
 BL2275'2.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND ON THE
 BL2275'NORTHWEST SIDE OF A SMALL CEDAR TREE.
 BL2275'
 BL2275'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 BL2275
 BL2275                          STATION RECOVERY (1996)
 BL2275
 BL2275'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2276 ***********************************************************************
 BL2276  DESIGNATION -  WAVE 2 RM A 1967
 BL2276  PID         -  BL2276
 BL2276  STATE/COUNTY-  TX/WALKER
 BL2276  USGS QUAD   -  MOORE GROVE (1997)
 BL2276
 BL2276                         *CURRENT SURVEY CONTROL
 BL2276  ___________________________________________________________________
 BL2276* NAD 83(1993)-  30 33 22.08209(N)    095 31 01.38677(W)     ADJUSTED  
 BL2276* NAVD 88     -       116.31   (+/-2cm)     381.6    (feet)  VERTCON   
 BL2276  ___________________________________________________________________
 BL2276  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BL2276  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL2276
 BL2276  HORZ ORDER  -  FIRST
 BL2276  VERT ORDER  -  THIRD ? (See Below)
 BL2276
 BL2276.The horizontal coordinates were established by classical geodetic methods
 BL2276.and adjusted by the National Geodetic Survey in February 1996..
 BL2276
 BL2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2276.The vertical order pertains to the NGVD 29 superseded value.
 BL2276
 BL2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2276
 BL2276.The geoid height was determined by GEOID03.
 BL2276
 BL2276;                    North         East     Units Scale Factor Converg.
 BL2276;SPC TX C     - 3,108,603.301 1,161,907.007   MT  0.99991174   +2 28 50.4
 BL2276;SPC TX C     -10,198,809.33  3,812,023.24   sFT  0.99991174   +2 28 50.4
 BL2276;UTM  15      - 3,383,109.281   258,563.393   MT  1.00031916   -1 16 48.9
 BL2276
 BL2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2276!SPC TX C     -   0.99998601  x   0.99991174  =   0.99989775
 BL2276!UTM  15      -   0.99998601  x   1.00031916  =   1.00030516
 BL2276
 BL2276|---------------------------------------------------------------------|
 BL2276| PID    Reference Object                     Distance      Geod. Az  |
 BL2276|                                                           dddmmss.s |
 BL2276| BL2275 WAVE 2 RM 3                          45.572 METERS 02530     |
 BL2276| BL1030 HAWTHORNE                           APPROX.11.6 KM 1013800.8 |
 BL2276| BL2176 NEW WAVERLY MUNICIPAL TANK          APPROX. 4.1 KM 1202814.9 |
 BL2276| BL2174 NEW WAVERLY ST JOSEPHS CATH CH      APPROX. 4.1 KM 1230147.3 |
 BL2276| BL2274 MOORES GROVE USFS LOT               APPROX. 4.1 KM 2494857.8 |
 BL2276|---------------------------------------------------------------------|
 BL2276
 BL2276                          SUPERSEDED SURVEY CONTROL
 BL2276
 BL2276  NAD 83(1986)-  30 33 22.09400(N)    095 31 01.37094(W) AD(       ) 1
 BL2276  NAD 27      -  30 33 21.37288(N)    095 31 00.57489(W) AD(       ) 1
 BL2276  NGVD 29 (07/19/86)  116.31   (m)          381.6    (f) LEVELING    3  
 BL2276
 BL2276.Superseded values are not recommended for survey control.
 BL2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2276.See file dsdata.txt to determine how the superseded data were derived.
 BL2276
 BL2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5856383109(NAD 83)
 BL2276_MARKER: DS = TRIANGULATION STATION DISK
 BL2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2276+STABILITY: SURFACE MOTION
 BL2276
 BL2276  HISTORY     - Date     Condition        Report By
 BL2276  HISTORY     - 1967     MONUMENTED       CGS
 BL2276  HISTORY     - 19960601 GOOD             USPSQD
 BL2276
 BL2276                          STATION DESCRIPTION
 BL2276
 BL2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2276'THE STATION IS LOCATED 12 MILES SOUTH-SOUTHWEST OF HUNTSVILLE,
 BL2276'2-1/2 MILES NORTHWEST OF NEW WAVERLY AND ON THE SOUTH RIGHT-OF-WAY
 BL2276'OF FARM ROAD 1374.
 BL2276'
 BL2276'THE STATION IS A STANDARD DISK STAMPED WAVE 2 RM A 1966, SET
 BL2276'IN TOP OF A CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 BL2276'SURFACE.  IT IS 50 FEET SOUTH OF THE CENTER OF FARM ROAD 1374,
 BL2276'28 FEET WEST OF A FENCE CORNER POST, 2.7 FEET EAST OF A METAL
 BL2276'WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 BL2276'
 BL2276'A TRAVERSE CONNECTION WAS MADE TO STATION WAVE 2 RM 3 1955 1966.
 BL2276'
 BL2276'FOR ROUTE TO REACH STATION, SEE DESCRIPTION FOR WAVE 2 RM 3
 BL2276'1955 1966.
 BL2276
 BL2276                          STATION RECOVERY (1996)
 BL2276
 BL2276'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2723 ***********************************************************************
 CS2723  DESIGNATION -  WAXAHACHIE ELLIS CO CTHSE TWR
 CS2723  PID         -  CS2723
 CS2723  STATE/COUNTY-  TX/ELLIS
 CS2723  USGS QUAD   -  WAXAHACHIE (1978)
 CS2723
 CS2723                         *CURRENT SURVEY CONTROL
 CS2723  ___________________________________________________________________
 CS2723* NAD 83(1993)-  32 23 07.70992(N)    096 50 52.31166(W)     ADJUSTED  
 CS2723* NAVD 88     -                                                        
 CS2723  ___________________________________________________________________
 CS2723  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 CS2723  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CS2723
 CS2723  HORZ ORDER  -  THIRD
 CS2723
 CS2723.The horizontal coordinates were established by classical geodetic methods
 CS2723.and adjusted by the National Geodetic Survey in February 1996..
 CS2723
 CS2723
 CS2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2723
 CS2723.The geoid height was determined by GEOID03.
 CS2723
 CS2723;                    North         East     Units Scale Factor Converg.
 CS2723;SPC TXNC     - 2,080,932.030   755,443.034   MT  0.99993971   +0 54 03.8
 CS2723;SPC TXNC     - 6,827,191.17  2,478,482.69   sFT  0.99993971   +0 54 03.8
 CS2723;UTM  14      - 3,585,201.042   702,446.095   MT  1.00010543   +1 09 11.2
 CS2723
 CS2723                          SUPERSEDED SURVEY CONTROL
 CS2723
 CS2723  NAD 83(1986)-  32 23 07.71681(N)    096 50 52.29287(W) AD(       ) 4
 CS2723  NAD 27      -  32 23 07.20400(N)    096 50 51.30600(W) AD(       ) 3
 CS2723
 CS2723.Superseded values are not recommended for survey control.
 CS2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2723.See file dsdata.txt to determine how the superseded data were derived.
 CS2723
 CS2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0244685201(NAD 83)
 CS2723_MARKER: 55 = TOWER
 CS2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2723+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2002
 CS2723
 CS2723  HISTORY     - Date     Condition        Report By
 CS2723  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2723  HISTORY     - 1980     GOOD             LOCSUR
 CS2723  HISTORY     - 20020126 GOOD             USPSQD
 CS2723  HISTORY     - 20020803 GOOD             GEOCAC
 CS2723
 CS2723                          STATION DESCRIPTION
 CS2723
 CS2723'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2723'THIS STATION IS LOCATED IN THE CENTER OF THE COURT HOUSE
 CS2723'SQUARE IN WAXAHACHIE, TEXAS.  THE BUILDING IS OF RED SANDSTONE
 CS2723'AND GRANITE, WITH THE CLOCK TOWER IN THE CENTER, AND ABOUT
 CS2723'35 FEET HIGHER THAN THE BUILDING PROPER.  THE TOWER IS TOPPED
 CS2723'BY A ROUND GRAY ROOF WITH A 15-FT. STAFF PROJECTING FROM
 CS2723'THE CENTER.  THE POINT INTERSECTED WAS THIS STAFF.
 CS2723
 CS2723                          STATION RECOVERY (1980)
 CS2723
 CS2723'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2723'INTERSECTION STATION - RECOVERED IN GOOD CONDITION.
 CS2723'
 CS2723'DISTANCE AND DIRECTION FROM NEAREST TOWN--WAXAHACHIE.
 CS2723
 CS2723                          STATION RECOVERY (2002)
 CS2723
 CS2723'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS2723'RECOVERED IN GOOD CONDITION.
 CS2723
 CS2723                          STATION RECOVERY (2002)
 CS2723
 CS2723'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2723'BUILDING IS BEING REFURBISHED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2725 ***********************************************************************
 CS2725  DESIGNATION -  WAXAHACHIE ICE CO STACK
 CS2725  PID         -  CS2725
 CS2725  STATE/COUNTY-  TX/ELLIS
 CS2725  USGS QUAD   -  WAXAHACHIE (1978)
 CS2725
 CS2725                         *CURRENT SURVEY CONTROL
 CS2725  ___________________________________________________________________
 CS2725* NAD 83(1993)-  32 23 17.87372(N)    096 50 57.04821(W)     ADJUSTED  
 CS2725* NAVD 88     -                                                        
 CS2725  ___________________________________________________________________
 CS2725  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 CS2725  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CS2725
 CS2725  HORZ ORDER  -  THIRD
 CS2725
 CS2725.The horizontal coordinates were established by classical geodetic methods
 CS2725.and adjusted by the National Geodetic Survey in February 1996..
 CS2725
 CS2725
 CS2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2725
 CS2725.The geoid height was determined by GEOID03.
 CS2725
 CS2725;                    North         East     Units Scale Factor Converg.
 CS2725;SPC TXNC     - 2,081,243.110   755,314.335   MT  0.99993915   +0 54 01.3
 CS2725;SPC TXNC     - 6,828,211.77  2,478,060.45   sFT  0.99993915   +0 54 01.3
 CS2725;UTM  14      - 3,585,511.604   702,316.007   MT  1.00010478   +1 09 09.0
 CS2725
 CS2725                          SUPERSEDED SURVEY CONTROL
 CS2725
 CS2725  NAD 83(1986)-  32 23 17.88060(N)    096 50 57.02942(W) AD(       ) 4
 CS2725  NAD 27      -  32 23 17.36800(N)    096 50 56.04200(W) AD(       ) 3
 CS2725
 CS2725.Superseded values are not recommended for survey control.
 CS2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2725.See file dsdata.txt to determine how the superseded data were derived.
 CS2725
 CS2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0231685512(NAD 83)
 CS2725_MARKER: 63 = STACK
 CS2725
 CS2725  HISTORY     - Date     Condition        Report By
 CS2725  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2725  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2725
 CS2725                          STATION DESCRIPTION
 CS2725
 CS2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2725'STATION IS LOCATED IN THE 400 BLOCK WHICH IS BOUNDED ON THE
 CS2725'EAST BY EAST MONROE ST. AND TO THE WEST OF THE GROUPE OF
 CS2725'BUILDINGS THAT MAKE UP THE ICE PLANT.  IT IS GRAY IN COLOR,
 CS2725'CONSTRUCTED OF CONCRETE AND ABOUT 75 FEET HIGH.  THE STATION
 CS2725'IS 1 BLOCK NORTH AND 3 BLOCKS WEST OF THE NORTHWEST CORNER
 CS2725'OF THE COURT HOUSE SQUARE IN WAXAHACHIE.
 CS2725'
 CS2725'THE POINT INTERSECTED WAS THE CENTER AND TOP OF THE STACK.
 CS2725
 CS2725                          STATION RECOVERY (2002)
 CS2725
 CS2725'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS2725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2726 ***********************************************************************
 CS2726  DESIGNATION -  WAXAHACHIE MAG
 CS2726  PID         -  CS2726
 CS2726  STATE/COUNTY-  TX/ELLIS
 CS2726  USGS QUAD   -  WAXAHACHIE (1978)
 CS2726
 CS2726                         *CURRENT SURVEY CONTROL
 CS2726  ___________________________________________________________________
 CS2726* NAD 83(1993)-  32 24 16.89828(N)    096 51 08.98155(W)     ADJUSTED  
 CS2726* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 CS2726  ___________________________________________________________________
 CS2726  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 CS2726  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CS2726
 CS2726  HORZ ORDER  -  FIRST
 CS2726
 CS2726.The horizontal coordinates were established by classical geodetic methods
 CS2726.and adjusted by the National Geodetic Survey in February 1996..
 CS2726
 CS2726.The orthometric height was scaled from a topographic map.
 CS2726
 CS2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2726
 CS2726.The geoid height was determined by GEOID03.
 CS2726
 CS2726;                    North         East     Units Scale Factor Converg.
 CS2726;SPC TXNC     - 2,083,056.059   754,973.981   MT  0.99993590   +0 53 54.7
 CS2726;SPC TXNC     - 6,834,159.75  2,476,943.80   sFT  0.99993590   +0 53 54.7
 CS2726;UTM  14      - 3,587,323.338   701,967.612   MT  1.00010304   +1 09 04.4
 CS2726
 CS2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2726!SPC TXNC     -   0.99997387  x   0.99993590  =   0.99990977
 CS2726!UTM  14      -   0.99997387  x   1.00010304  =   1.00007691
 CS2726
 CS2726|---------------------------------------------------------------------|
 CS2726| PID    Reference Object                     Distance      Geod. Az  |
 CS2726|                                                           dddmmss.s |
 CS2726| CY3073 WAXAHACHIE MAG RM 2                  24.277 METERS 00714     |
 CS2726| CY3072 WAXAHACHIE MAG RM 1                  16.395 METERS 09759     |
 CS2726| CY3071 WAXAHACHIE MAG AZ MK                               0984027.0 |
 CS2726| CS2724 WAXAHACHIE MUNICIPAL TANK           APPROX. 1.7 KM 1405847.4 |
 CS2726| CS2723 WAXAHACHIE ELLIS CO CTHSE TWR       APPROX. 2.2 KM 1682644.6 |
 CS2726| CS2725 WAXAHACHIE ICE CO STACK             APPROX. 1.8 KM 1701557.3 |
 CS2726| CS2735 ROYAL RANCH WATER TANK              APPROX.13.4 KM 2730942.5 |
 CS2726| CS2736 MIDLOTHIAN MUNICIPAL TANK           APPROX.15.9 KM 3031505.9 |
 CS2726|---------------------------------------------------------------------|
 CS2726
 CS2726                          SUPERSEDED SURVEY CONTROL
 CS2726
 CS2726  NAD 83(1986)-  32 24 16.90501(N)    096 51 08.96266(W) AD(       ) 1
 CS2726  NAD 27      -  32 24 16.39500(N)    096 51 07.97500(W) AD(       ) 1
 CS2726
 CS2726.Superseded values are not recommended for survey control.
 CS2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2726.See file dsdata.txt to determine how the superseded data were derived.
 CS2726
 CS2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0196887323(NAD 83)
 CS2726_MARKER: H = DRILL HOLE
 CS2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2726+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2002
 CS2726
 CS2726  HISTORY     - Date     Condition        Report By
 CS2726  HISTORY     - 1947     MONUMENTED       CGS
 CS2726  HISTORY     - 1949     GOOD             CGS
 CS2726  HISTORY     - 1949     GOOD             CGS
 CS2726  HISTORY     - 1985     POOR             LOCSUR
 CS2726  HISTORY     - 20020126 GOOD             USPSQD
 CS2726
 CS2726                          STATION DESCRIPTION
 CS2726
 CS2726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2726'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE CENTER
 CS2726'OF WAXAHACHIE ON THE CAMPUS OF TRINITY COLLEGE.  IT IS ABOUT
 CS2726'225 FEET NORTH OF THE ADMINISTRATION BUILDING, 90 FEET SOUTH
 CS2726'OF THE SOUTHEAST CORNER OF THE GYMNASIUM, 43 FEET SOUTH OF
 CS2726'THE SIDEWALK IN FRONT (SOUTH) OF THE GYMNASIUM AND 52 FEET
 CS2726'WEST OF THE SIDEWALK RUNNING ON THE EAST SIDE OF THE GYMNASIUM.
 CS2726'THE MARK IS A 10-INCH SQUARE STONE POST MARKED WITH A DRILL
 CS2726'HOLE IN THE CENTER-TOP AND HAS U.S. 1902 CHISELED IN THE
 CS2726'STONE.  IT IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS2726'
 CS2726'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 CS2726'IN THE TOP AND EAST EDGE OF THE SIDEWALK 81 FEET SOUTHEAST
 CS2726'OF THE SOUTHEAST CORNER OF THE GYMNASIUM.  IT IS 5 FEET SOUTH
 CS2726'OF A POWER LINE POLE AND IS STAMPED WAXAHACHIE MAG NO 1 1947.
 CS2726'
 CS2726'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 CS2726'IN THE TOP AND EAST EDGE OF THE CONCRETE STEPS AT THE SOUTH
 CS2726'ENTRANCE TO THE GYMNASIUM.  IT IS STAMPED WAXAHACHIE MAG
 CS2726'NO 2 1947.
 CS2726'
 CS2726'AZIMUTH MARK IS LOCATED ON THE RIGHT-OF-WAY 33 FEET WEST OF
 CS2726'THE CENTER OF U.S. HIGHWAY 77, ABOUT 80 FEET SOUTHWEST OF
 CS2726'THE HOBBS AND WEBB FILLING STATION AND 4 FEET NORTH OF A
 CS2726'4-INCH SQUARE WOODEN WITNESS POST THAT PROJECTS 3 FEET.  IT
 CS2726'IS STAMPED WAXAHACHIE MAG 1947 AND IS FLUSH WITH THE SURFACE
 CS2726'OF THE GROUND.
 CS2726'
 CS2726'TO REACH THE AZIMUTH MARK FROM THE STOP LIGHT AT THE NORTHWEST
 CS2726'CORNER OF THE COURT HOUSE SQUARE, GO NORTHERLY ON U.S. HIGHWAY
 CS2726'77 FOR 1.3 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 CS2726'
 CS2726'A 74 FOOT SIGNAL AT ESKRIDGE IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 100 FOOT SIGNAL AT SARDIS IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 74 FOOT SIGNAL AT PATTON IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 4 FOOT SIGNAL AT OVILLA IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 74 FOOT SIGNAL AT RED OAK IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'AN 87 FOOT SIGNAL AT ROCKETT IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 74 FOOT SIGNAL AT BOYCE IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CS2726
 CS2726                          STATION RECOVERY (1949)
 CS2726
 CS2726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2726'THE STATION, AZIMUTH AND REFERENCE MARKS WERE FOUND AS DESCRIBED
 CS2726'AND WERE IN EXCELLENT CONDITION.  IN THE FOLLOWING COPY OF THE
 CS2726'1947 DESCRIPTION, ALL THE MEASUREMENTS WERE CHECKED, EXCEPT
 CS2726'THE DIRECTION TO THE AZIMUTH MARK AS NOTED BELOW.
 CS2726'
 CS2726'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE CENTER
 CS2726'OF WAXAHACHIE, ON THE CAMPUS OF TRINITY COLLEGE.  IT IS ABOUT
 CS2726'225 FEET NORTH OF THE ADMINSTRATION BUILDING, 90 FEET SOUTH
 CS2726'OF THE SOUTHEAST CORNER OF THE GYMNASIUM AND 52 FEET WEST
 CS2726'OF THE SIDEWALK IN FRONT (SOUTH) OF THE GYMNASIUM.  THE MARK
 CS2726'IS A 10-INCH SQUARE STONE POST, MARKED WITH A DRILL HOLE IN THE
 CS2726'TOP AND CENTER AND HAS U.S. 1902 CHISLED IN THE STONE.  IT
 CS2726'IS FLUSH WITH THE GROUND.
 CS2726'
 CS2726'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A DRILL HOLE
 CS2726'IN THE TOP AND EAST EDGE OF THE SIDEWALK AND 81 FEET SOUTHEAST
 CS2726'OF THE SOUTHEAST CORNER OF THE GYMNASIUM.  IT IS 5 FEET SOUTH
 CS2726'OF A POWER-LINE POLE.  THE MARK IS FLUSH WITH THE SURFACE
 CS2726'OF THE SIDEWALK AND IS STAMPED WAXAHACHIE MAG NO 1 1947.
 CS2726'
 CS2726'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 CS2726'IN THE TOP AND EAST EDGE OF THE CONCRETE STEPS AT THE SOUTH
 CS2726'ENTRANCE TO THE GYMNASIUM.  THE DISK IS STAMPED WAXAHACHIE
 CS2726'MAG NO 2 1947.
 CS2726'
 CS2726'AZIMUTH MARK IS LOCATED ON THE RIGHT-OF-WAY AND 33 FEET WEST
 CS2726'OF THE CENTER OF U.S. HIGHWAY 77, ABOUT 80 FEET SOUTHWEST
 CS2726'OF HOBBS AND WEBB FILLING STATION AND 4 FT. SOUTH OF A 4-INCH
 CS2726'SQUARE, WOODEN WITNESS POST THAT PROJECTS 3 FEET.  THE DISK
 CS2726'IS STAMPED WAXAHACHIE MAG 1947 AND THE MARK IS FLUSH WITH
 CS2726'THE GROUND.
 CS2726'
 CS2726'TO REACH THE AZIMUTH MARK FROM THE STOP LIGHT AT THE NORTHEAST
 CS2726'CORNER OF THE COURT HOUSE SQUARE IN WAXAHACHIE, GO NORTHERLY
 CS2726'ON U.S. HIGHWAY 77 FOR 1.3 MILES TO THE MARK ON THE LEFT AS
 CS2726'DESCRIBED ABOVE.  (ALSO SEE NOTE BELOW)
 CS2726'
 CS2726'A 74 FT. SIGNAL AT ESKRIDGE IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 100 FT. SIGNAL AT SARDIS IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 74 FT. SIGNAL AT PATTON IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 4 FT. SIGNAL AT OVILLA IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 74 FT. SIGNAL AT RED OAK IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'AN 87 FT. SIGNAL AT ROCKETT IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 74 FT. SIGNAL AT BOYCE IS VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 77 FT. SIGNAL AT ESKRIDGE 1947 VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 77 FT. SIGNAL AT LEGUIZAMON VISIBLE AT 37 FEET.
 CS2726'
 CS2726'A 103 FT. SIGNAL AT ONION VISIBLE AT 64 FEET.
 CS2726'
 CS2726'NOTE--AZIMUTH MARK MAY ALSO MAY BE REACHED FROM THE STATION
 CS2726'BY GOING EAST TO THE STREET ON THE EAST SIDE OF CAMPUS, THEN
 CS2726'RIGHT TO SYCAMORE ST., 0.05 MILE.  TURN LEFT ON SYCAMORE AND
 CS2726'GO 0.5 MILE TO U.S. HIGHWAY 77.  HERE TURN SHARP LEFT AND
 CS2726'FOLLOW THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE LEFT
 CS2726'AS DESCRIBED ABOVE.
 CS2726'
 CS2726'*A CHECK RUN WAS TAKEN ON THE AZIMUTH MARK AND THE RESULTS
 CS2726'MEANED BUT DID NOT AGREE WITH THE 1947 OBSERVATION.
 CS2726'
 CS2726'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2726
 CS2726                          STATION RECOVERY (1949)
 CS2726
 CS2726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2726'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CS2726'FOUND IN GOOD CONDITION.  THE 1948 DESCRIPTION IS ADEQUATE.
 CS2726'
 CS2726'NOTE- A CHECK RUN WAS TAKEN ON THE AZIMUTH MARK, THE RESULTS
 CS2726'CHECKED THE 1947 BUT NOT THE 1948 OBSERVATIONS.
 CS2726'
 CS2726'THE DIRECTION TO THE REFERENCE MARKS COULD NOT BE CHECKED
 CS2726'DUE TO HEIGHT OF TOWER, NOR COULD THEY BE CHECKED FROM THE
 CS2726'GROUND BECAUSE GROWTH HAS OBSTRUCTED LINE TO THE AZIMUTH MARK
 CS2726'(A 15 FOOT STAND WILL CLEAR LINE).
 CS2726
 CS2726                          STATION RECOVERY (1985)
 CS2726
 CS2726'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (JN)
 CS2726'MARK RECOVERED IN POOR CONDITION.
 CS2726
 CS2726                          STATION RECOVERY (2002)
 CS2726
 CS2726'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS2726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2724 ***********************************************************************
 CS2724  DESIGNATION -  WAXAHACHIE MUNICIPAL TANK
 CS2724  PID         -  CS2724
 CS2724  STATE/COUNTY-  TX/ELLIS
 CS2724  USGS QUAD   -  WAXAHACHIE (1978)
 CS2724
 CS2724                         *CURRENT SURVEY CONTROL
 CS2724  ___________________________________________________________________
 CS2724* NAD 83(1993)-  32 23 34.94933(N)    096 50 28.91719(W)     ADJUSTED  
 CS2724* NAVD 88     -                                                        
 CS2724  ___________________________________________________________________
 CS2724  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 CS2724  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS2724
 CS2724  HORZ ORDER  -  THIRD
 CS2724
 CS2724.The horizontal coordinates were established by classical geodetic methods
 CS2724.and adjusted by the National Geodetic Survey in February 1996..
 CS2724
 CS2724
 CS2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2724
 CS2724.The geoid height was determined by GEOID03.
 CS2724
 CS2724;                    North         East     Units Scale Factor Converg.
 CS2724;SPC TXNC     - 2,081,780.586   756,041.152   MT  0.99993820   +0 54 16.6
 CS2724;SPC TXNC     - 6,829,975.14  2,480,445.01   sFT  0.99993820   +0 54 16.6
 CS2724;UTM  14      - 3,586,052.364   703,040.573   MT  1.00010840   +1 09 24.6
 CS2724
 CS2724                          SUPERSEDED SURVEY CONTROL
 CS2724
 CS2724  NAD 83(1986)-  32 23 34.95619(N)    096 50 28.89847(W) AD(       ) 4
 CS2724  NAD 27      -  32 23 34.44300(N)    096 50 27.91100(W) AD(       ) 3
 CS2724
 CS2724.Superseded values are not recommended for survey control.
 CS2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2724.See file dsdata.txt to determine how the superseded data were derived.
 CS2724
 CS2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0304186052(NAD 83)
 CS2724_MARKER: 53 = ELEVATED TANK
 CS2724
 CS2724  HISTORY     - Date     Condition        Report By
 CS2724  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2724  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2724
 CS2724                          STATION DESCRIPTION
 CS2724
 CS2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2724'STATION IS LOCATED ALONG THE EAST SIDE OF THE 100 BLOCK OF
 CS2724'BRIGGS ST., IN THE NORTHEAST CORNER OF THE BLOCK BOUNDED
 CS2724'ON THE SOUTH BY MARVIN ST. AND ON THE EAST BY BRIGGS ST..
 CS2724'MARVIN ELEMENTARY SCHOOL IS ALSO IN THIS BLOCK.  THE TANK
 CS2724'IS BUFF COLORED, APPROXIMATELY 90 FEET HIGH AND IS SUPPORTED
 CS2724'BY SIX LEGS.  THE DIAMETER OF THE CIRCLE FORMED BY THE SIX
 CS2724'LEGS IS APPROXIMATELY 75 FEET.
 CS2724'
 CS2724'THE POINT INTERSECTED WAS THE KNOB AT THE APEX AND CENTER
 CS2724'OF THE TANK.
 CS2724
 CS2724                          STATION RECOVERY (2002)
 CS2724
 CS2724'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS2724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2722 ***********************************************************************
 CS2722  DESIGNATION -  WAXAHACHIE TYLER FIX CORP TK
 CS2722  PID         -  CS2722
 CS2722  STATE/COUNTY-  TX/ELLIS
 CS2722  USGS QUAD   -  WAXAHACHIE (1978)
 CS2722
 CS2722                         *CURRENT SURVEY CONTROL
 CS2722  ___________________________________________________________________
 CS2722* NAD 83(1993)-  32 23 33.39099(N)    096 51 15.80588(W)     ADJUSTED  
 CS2722* NAVD 88     -                                                        
 CS2722  ___________________________________________________________________
 CS2722  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 CS2722  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CS2722
 CS2722  HORZ ORDER  -  THIRD
 CS2722
 CS2722.The horizontal coordinates were established by classical geodetic methods
 CS2722.and adjusted by the National Geodetic Survey in February 1996..
 CS2722
 CS2722
 CS2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2722
 CS2722.The geoid height was determined by GEOID03.
 CS2722
 CS2722;                    North         East     Units Scale Factor Converg.
 CS2722;SPC TXNC     - 2,081,713.322   754,816.671   MT  0.99993829   +0 53 51.0
 CS2722;SPC TXNC     - 6,829,754.46  2,476,427.69   sFT  0.99993829   +0 53 51.0
 CS2722;UTM  14      - 3,585,979.698   701,816.196   MT  1.00010229   +1 08 59.4
 CS2722
 CS2722                          SUPERSEDED SURVEY CONTROL
 CS2722
 CS2722  NAD 83(1986)-  32 23 33.39781(N)    096 51 15.78707(W) AD(       ) 4
 CS2722  NAD 27      -  32 23 32.88400(N)    096 51 14.79900(W) AD(       ) 3
 CS2722
 CS2722.Superseded values are not recommended for survey control.
 CS2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2722.See file dsdata.txt to determine how the superseded data were derived.
 CS2722
 CS2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0181685980(NAD 83)
 CS2722_MARKER: 53 = ELEVATED TANK
 CS2722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2722+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2002
 CS2722
 CS2722  HISTORY     - Date     Condition        Report By
 CS2722  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2722  HISTORY     - 20020126 GOOD             USPSQD
 CS2722
 CS2722                          STATION DESCRIPTION
 CS2722
 CS2722'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2722'THE STATION IS LOCATED ON THE GROUNDS OF THE TYLER FIXTURE
 CS2722'CORPORATION IN THE WEST PART OF WAXAHACHIE.  IT IS A 4 LEGGED
 CS2722'STEEL STRUCTURE, 34 FEET SQUARE AT THE BASE, AND ABOUT 120
 CS2722'FEET IN HEIGHT.  IT IS SILVER IN COLOR.
 CS2722'
 CS2722'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 CS2722
 CS2722                          STATION RECOVERY (2002)
 CS2722
 CS2722'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS2722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5743 ***********************************************************************
 AW5743  DESIGNATION -  WAY
 AW5743  PID         -  AW5743
 AW5743  STATE/COUNTY-  TX/JEFFERSON
 AW5743  USGS QUAD   -  STAR LAKE (1994)
 AW5743
 AW5743                         *CURRENT SURVEY CONTROL
 AW5743  ___________________________________________________________________
 AW5743* NAD 83(1993)-  29 40 39.14638(N)    094 12 27.03550(W)     ADJUSTED  
 AW5743* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW5743  ___________________________________________________________________
 AW5743  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW5743  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW5743
 AW5743  HORZ ORDER  -  SECOND
 AW5743
 AW5743.The horizontal coordinates were established by classical geodetic methods
 AW5743.and adjusted by the National Geodetic Survey in February 1996..
 AW5743
 AW5743.The orthometric height was scaled from a topographic map.
 AW5743
 AW5743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5743
 AW5743.The geoid height was determined by GEOID03.
 AW5743
 AW5743;                    North         East     Units Scale Factor Converg.
 AW5743;SPC TXSC     - 4,213,890.427 1,063,712.190   MT  0.99988106   +2 20 52.4
 AW5743;SPC TXSC     -13,825,072.18  3,489,862.41   sFT  0.99988106   +2 20 52.4
 AW5743;UTM  15      - 3,283,664.771   383,159.356   MT  0.99976844   -0 35 52.5
 AW5743
 AW5743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5743!SPC TXSC     -   1.00000424  x   0.99988106  =   0.99988530
 AW5743!UTM  15      -   1.00000424  x   0.99976844  =   0.99977268
 AW5743
 AW5743:                Primary Azimuth Mark                     Grid Az
 AW5743:SPC TXSC     -  FLUME                                    060 30 58.5
 AW5743:UTM  15      -  FLUME                                    063 27 43.4
 AW5743
 AW5743|---------------------------------------------------------------------|
 AW5743| PID    Reference Object                     Distance      Geod. Az  |
 AW5743|                                                           dddmmss.s |
 AW5743| AW5737 FLUME                               APPROX. 9.4 KM 0625150.9 |
 AW5743| CV9513 WAY RM 1                             26.450 METERS 06443     |
 AW5743| AW5744 F USE BM 106 USE 1934                 8.007 METERS 16249     |
 AW5743| CV9514 WAY RM 2                             17.210 METERS 27154     |
 AW5743|---------------------------------------------------------------------|
 AW5743
 AW5743                          SUPERSEDED SURVEY CONTROL
 AW5743
 AW5743  NAD 83(1993)-  29 40 39.14569(N)    094 12 27.03558(W) AD(       ) 2
 AW5743  NAD 83(1986)-  29 40 39.16696(N)    094 12 27.01774(W) AD(       ) 2
 AW5743  NAD 27      -  29 40 38.36630(N)    094 12 26.36790(W) AD(       ) 2
 AW5743
 AW5743.Superseded values are not recommended for survey control.
 AW5743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5743.See file dsdata.txt to determine how the superseded data were derived.
 AW5743
 AW5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN8315983665(NAD 83)
 AW5743_MARKER: DS = TRIANGULATION STATION DISK
 AW5743_SETTING: 0 = UNSPECIFIED SETTING
 AW5743
 AW5743  HISTORY     - Date     Condition        Report By
 AW5743  HISTORY     - 1934     MONUMENTED       CGS
 AW5743  HISTORY     - 1947     GOOD             CGS
 AW5743  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5743
 AW5743                          STATION DESCRIPTION
 AW5743
 AW5743'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5743'STATION IS LOCATED ON THE INTRACOSTAL CANAL, 21.4 MILES SW OF
 AW5743'DRAWBRIDGE ON SABINE PASS-PORT ARTHUR HIGHWAY, 10 METERS INSHORE
 AW5743'FROM THE RUSH LINE, ON A 3-FOOT-HIGH LEVEE, ON THE N BANK OF
 AW5743'CANAL, AND 45 METERS W OF A CONCRETE FLUME.
 AW5743'
 AW5743'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 6-INCH
 AW5743'CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE THE GROUND.
 AW5743'IT IS STAMPED WAY 1934.
 AW5743'
 AW5743'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5743'OF A 6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE
 AW5743'GROUND, STAMPED R.M. 1 1934.  IT IS E OF STATION ON LEVEE.
 AW5743'
 AW5743'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 AW5743'6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE GROUND,
 AW5743'STAMPED R.M. 2 1934.  IT IS W OF STATION ON LEVEE.
 AW5743'
 AW5743'B.M. 106 (U.S.E.) IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK
 AW5743'SET IN THE TOP OF A 4-INCH CONCRETE-FILLED PIPE AND IS
 AW5743'APPROXIMATELY 3 FEET LOWER THAN THE STATION.  IT IS STAMPED
 AW5743'B.M. 106.
 AW5743
 AW5743                          STATION RECOVERY (1947)
 AW5743
 AW5743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5743'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT
 AW5743'THE STATION IS NOW 4 METERS IN FROM THE RUSH LINE.
 AW5743'
 AW5743'REFERENCE MARK 2 WAS FOUND BUT REFERENCE MARK 1 AND F (U.S.E.)
 AW5743'HAVE BEEN DESTROYED BY DREDGING OPERATIONS.  THE DIRECTIONS
 AW5743'GIVEN IN THE TABLE OF VISIBLE OBJECTS IN THE DESCRIPTION APPEAR
 AW5743'TO BE IN ERROR.
 AW5743
 AW5743                          STATION RECOVERY (1960)
 AW5743
 AW5743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5743'LOST.  THE AREA WAS THOROUGHLY SEARCHED BUT THE MARKS COULD NOT
 AW5743'BE FOUND.  R.M. 1 AND F (B M 106 USE 1926) WERE REPORTED
 AW5743'DESTROYED BY DREDGING IN 1947.  THE STATION WAS REPORTED AS
 AW5743'BEING 4 METERS FROM THE CANAL BANK.  IT IS BELIEVED THE STATION
 AW5743'HAS NOW BEEN WASHED OUT SINCE NO EVIDENCE OF THE ORIGINAL SPOIL
 AW5743'BANK REMAINS.  R.M. 2 MIGHT BE FOUND BY TRIANGULATION OR
 AW5743'TRAVERSE.  THE MARSH GRASS IS ABOUT WAIST HIGH AND VERY THICK.
 AW5743'R.M. 2 MIGHT STILL BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1737 ***********************************************************************
 FL1737  DESIGNATION -  WAY
 FL1737  PID         -  FL1737
 FL1737  STATE/COUNTY-  TX/CARSON
 FL1737  USGS QUAD   -  PANHANDLE EAST (1966)
 FL1737
 FL1737                         *CURRENT SURVEY CONTROL
 FL1737  ___________________________________________________________________
 FL1737* NAD 83(1993)-  35 16 51.28708(N)    101 18 39.51901(W)     ADJUSTED  
 FL1737* NAVD 88     -      1040.     (meters)    3412.     (feet)  SCALED    
 FL1737  ___________________________________________________________________
 FL1737  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FL1737  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL1737
 FL1737  HORZ ORDER  -  SECOND
 FL1737
 FL1737.The horizontal coordinates were established by classical geodetic methods
 FL1737.and adjusted by the National Geodetic Survey in February 1996..
 FL1737
 FL1737.The orthometric height was scaled from a topographic map.
 FL1737
 FL1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1737
 FL1737.The geoid height was determined by GEOID03.
 FL1737
 FL1737;                    North         East     Units Scale Factor Converg.
 FL1737;SPC TX N     - 1,142,116.513   217,194.844   MT  0.99991372   +0 06 34.4
 FL1737;SPC TX N     - 3,747,093.93    712,580.08   sFT  0.99991372   +0 06 34.4
 FL1737;UTM  14      - 3,906,644.942   289,823.588   MT  1.00014442   -1 20 07.0
 FL1737
 FL1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1737!SPC TX N     -   0.99984086  x   0.99991372  =   0.99975459
 FL1737!UTM  14      -   0.99984086  x   1.00014442  =   0.99998526
 FL1737
 FL1737:                Primary Azimuth Mark                     Grid Az
 FL1737:SPC TX N     -  WHITE DEER MUNICIPAL TANK                036 50 08.2
 FL1737:UTM  14      -  WHITE DEER MUNICIPAL TANK                038 16 49.6
 FL1737
 FL1737|---------------------------------------------------------------------|
 FL1737| PID    Reference Object                     Distance      Geod. Az  |
 FL1737|                                                           dddmmss.s |
 FL1737| FL1704 WHITE DEER MUNICIPAL TANK           APPROX.20.1 KM 0365642.6 |
 FL1737| CJ9255 WAY RM 1                             15.981 METERS 09335     |
 FL1737| FL1710 GROOM MUNICIPAL TANK                APPROX.20.4 KM 1145421.5 |
 FL1737| FL1720 AMARILLO TULSA AWY BCN 2            APPROX. 9.1 KM 1351229.0 |
 FL1737| CJ9256 WAY RM 2                             14.315 METERS 18512     |
 FL1737| CJ9254 WAY AZ MK                                          2704401.9 |
 FL1737| FL1747 PANHANDLE MUNICIPAL TANK            APPROX. 9.2 KM 3165509.0 |
 FL1737|---------------------------------------------------------------------|
 FL1737
 FL1737                          SUPERSEDED SURVEY CONTROL
 FL1737
 FL1737  NAD 83(1993)-  35 16 51.29083(N)    101 18 39.51567(W) AD(       ) 2
 FL1737  NAD 83(1986)-  35 16 51.29357(N)    101 18 39.50983(W) AD(       ) 2
 FL1737  NAD 27      -  35 16 51.11900(N)    101 18 37.92200(W) AD(       ) 2
 FL1737
 FL1737.Superseded values are not recommended for survey control.
 FL1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1737.See file dsdata.txt to determine how the superseded data were derived.
 FL1737
 FL1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8982406645(NAD 83)
 FL1737_MARKER: DS = TRIANGULATION STATION DISK
 FL1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1737
 FL1737  HISTORY     - Date     Condition        Report By
 FL1737  HISTORY     - 1951     MONUMENTED       CGS
 FL1737  HISTORY     - 1956     GOOD             CGS
 FL1737
 FL1737                          STATION DESCRIPTION
 FL1737
 FL1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1737'THE STATION IS LOCATED ALONG THE WEST SIDE OF A DIRT ROAD.
 FL1737'IT IS ABOUT 6 MILES AIRLINE SOUTHEAST OF PANHANDLE, ABOUT
 FL1737'12-3/4 MILES AIRLINE SOUTH-SOUTHWEST OF WHITEDEER, AND ABOUT
 FL1737'12-1/2 MILES AIRLINE WEST-NORTHWEST OF GROOM.
 FL1737'
 FL1737'THE STATION IS 4 FEET EAST OF A WIRE FENCE, 25 FEET WEST OF
 FL1737'THE CENTER LINE OF THE ROAD, 38 FEET SOUTH OF THE CENTER LINE
 FL1737'OF THE T-ROAD, AND 6 FEET SOUTHEAST OF A WHITE WITNESS POST.
 FL1737'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 FL1737'CONCRETE POST THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--WAY
 FL1737'1951.
 FL1737'
 FL1737'REFERENCE MARK NUMBER ONE IS 3 FEET WEST OF A FENCE, 27 FEET
 FL1737'EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT THE SAME ELEVATION
 FL1737'AS THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FL1737'10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  THE
 FL1737'DISK IS STAMPED--WAY NO 1 1951.
 FL1737'
 FL1737'REFERENCE MARK NUMBER TWO IS 30 FEET WEST OF THE CENTER LINE
 FL1737'OF THE ROAD, 2 FEET EAST OF THE FENCE, AND ABOUT 1 FOOT HIGHER
 FL1737'THAN THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FL1737'10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  THE
 FL1737'DISK IS STAMPED--WAY NO 2 1951.
 FL1737'
 FL1737'THE AZIMUTH MARK IS 2 FEET SOUTH OF A WIRE FENCE, 30 FEET
 FL1737'NORTH OF THE CENTER LINE OF THE ROAD, AND 200 FEET EAST OF A
 FL1737'GATE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 FL1737'CONCRETE POST THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED--WAY
 FL1737'1951.  TO REACH THE MARK FROM THE STATION GO WEST ON THE T-ROAD
 FL1737'FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 FL1737'
 FL1737'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FL1737'60 AND STATE HIGHWAY 117, IN THE SOUTH EDGE OF PANHANDLE,
 FL1737'GO NORTHEAST ON U.S. HIGHWAY 60 FOR 4.6 MILES TO A DIRT ROAD
 FL1737'RIGHT, SOUTH.  TURN RIGHT, SOUTH, AND GO 6.1 MILES TO A T-ROAD
 FL1737'RIGHT, WEST, AND THE STATION ON THE RIGHT.
 FL1737'
 FL1737'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 FL1737
 FL1737                          STATION RECOVERY (1956)
 FL1737
 FL1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1737'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1737'REFERENCE MARK NO. 1 WAS RECOVERED BUT THE DISK HAS BEEN KNOCKED
 FL1737'OFF.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.  DIRECTIONS
 FL1737'FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT S.H. 117 IS
 FL1737'NOW S.H. 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5764 ***********************************************************************
 AW5764  DESIGNATION -  WAY 1933
 AW5764  PID         -  AW5764
 AW5764  STATE/COUNTY-  TX/GALVESTON
 AW5764  USGS QUAD   -  CAPLEN (1994)
 AW5764
 AW5764                         *CURRENT SURVEY CONTROL
 AW5764  ___________________________________________________________________
 AW5764* NAD 83(1993)-  29 29 30.38735(N)    094 34 41.50439(W)     ADJUSTED  
 AW5764* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5764  ___________________________________________________________________
 AW5764  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW5764  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW5764
 AW5764  HORZ ORDER  -  THIRD
 AW5764
 AW5764.The horizontal coordinates were established by classical geodetic methods
 AW5764.and adjusted by the National Geodetic Survey in February 1996..
 AW5764
 AW5764.The orthometric height was scaled from a topographic map.
 AW5764
 AW5764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5764
 AW5764.The geoid height was determined by GEOID03.
 AW5764
 AW5764;                    North         East     Units Scale Factor Converg.
 AW5764;SPC TXSC     - 4,191,903.428 1,028,641.405   MT  0.99986698   +2 09 58.7
 AW5764;SPC TXSC     -13,752,936.50  3,374,801.01   sFT  0.99986698   +2 09 58.7
 AW5764;UTM  15      - 3,263,509.468   347,007.038   MT  0.99988882   -0 46 37.5
 AW5764
 AW5764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5764!SPC TXSC     -   1.00000406  x   0.99986698  =   0.99987104
 AW5764!UTM  15      -   1.00000406  x   0.99988882  =   0.99989288
 AW5764
 AW5764                          SUPERSEDED SURVEY CONTROL
 AW5764
 AW5764  NAD 83(1993)-  29 29 30.39876(N)    094 34 41.49249(W) AD(       ) 3
 AW5764  NAD 83(1986)-  29 29 30.40532(N)    094 34 41.48442(W) AD(       ) 3
 AW5764  NAD 27      -  29 29 29.56900(N)    094 34 40.79000(W) AD(       ) 3
 AW5764
 AW5764.Superseded values are not recommended for survey control.
 AW5764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5764.See file dsdata.txt to determine how the superseded data were derived.
 AW5764
 AW5764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN4700763509(NAD 83)
 AW5764_MARKER: DS = TRIANGULATION STATION DISK
 AW5764_SETTING: 0 = UNSPECIFIED SETTING
 AW5764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5764
 AW5764  HISTORY     - Date     Condition        Report By
 AW5764  HISTORY     - 1933     MONUMENTED       CGS
 AW5764  HISTORY     - 1937     MARK NOT FOUND   CGS
 AW5764  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW5764  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5764  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW5764  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW5764
 AW5764                          STATION DESCRIPTION
 AW5764
 AW5764'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5764'STATION IS LOCATED ON THE S SIDE OF THE INTRACOASTAL WATERWAY,
 AW5764'4-1/4 MILES W OF THE ROLLOVER ENTRANCE TO THE WATERWAY, AND
 AW5764'3-1/4 MILES E OF PATTON RAILROAD STATION BY THE PORT BOLIVAR-HIGH
 AW5764'ISLAND HIGHWAY.  IT IS 3/4 MILE N OF THE HIGHWAY, 900 METERS
 AW5764'E OF THE HEAD OF PASTURE BAYOU, 583 METERS E OF INTERSECTION
 AW5764'OF FENCELINE AND S SIDE OF CANAL, AND 43 METERS S OF S SIDE
 AW5764'OF CANAL.
 AW5764'
 AW5764'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 AW5764'
 AW5764'NO REFERENCE MARK WAS SET.
 AW5764'
 AW5764'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 AW5764
 AW5764                          STATION RECOVERY (1937)
 AW5764
 AW5764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW5764'STATION WAS SEARCHED FOR BUT NOT FOUND.  STATION LOCATED
 AW5764'IN WET MARSHY GROUND WITH MARSH GRASS ABOUT 1 FOOT HIGH.
 AW5764
 AW5764                          STATION RECOVERY (1947)
 AW5764
 AW5764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5764'STATION SEARCHED FOR BUT IT IS BELIEVED TO HAVE SUNKEN INTO
 AW5764'THE MARSH.  IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED
 AW5764'AS LOST.
 AW5764
 AW5764                          STATION RECOVERY (1960)
 AW5764
 AW5764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5764'LOST.  STATION REPORTED LOST PER 1937 AND 1947 RECOVERY NOTES.
 AW5764'NOTHING COULD BE FOUND IN THE VICINITY OF THE PLOTTED POSITION.
 AW5764
 AW5764                          STATION RECOVERY (2001)
 AW5764
 AW5764'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW5764'MARK NOT FOUND.
 AW5764
 AW5764                          STATION RECOVERY (2002)
 AW5764
 AW5764'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW5764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0989 ***********************************************************************
 CA0989  DESIGNATION -  WAYBACK
 CA0989  PID         -  CA0989
 CA0989  STATE/COUNTY-  TX/CORYELL
 CA0989  USGS QUAD   -  IZORO (1976)
 CA0989
 CA0989                         *CURRENT SURVEY CONTROL
 CA0989  ___________________________________________________________________
 CA0989* NAD 83(1993)-  31 22 24.16830(N)    098 00 09.54633(W)     ADJUSTED  
 CA0989* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 CA0989  ___________________________________________________________________
 CA0989  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 CA0989  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CA0989
 CA0989  HORZ ORDER  -  SECOND
 CA0989
 CA0989.The horizontal coordinates were established by classical geodetic methods
 CA0989.and adjusted by the National Geodetic Survey in February 1996..
 CA0989
 CA0989.The orthometric height was scaled from a topographic map.
 CA0989
 CA0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0989
 CA0989.The geoid height was determined by GEOID03.
 CA0989
 CA0989;                    North         East     Units Scale Factor Converg.
 CA0989;SPC TX C     - 3,191,522.002   921,680.232   MT  0.99990274   +1 12 01.6
 CA0989;SPC TX C     -10,470,851.77  3,023,879.23   sFT  0.99990274   +1 12 01.6
 CA0989;UTM  14      - 3,471,412.797   594,842.116   MT  0.99971094   +0 31 09.4
 CA0989
 CA0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0989!SPC TX C     -   0.99994811  x   0.99990274  =   0.99985086
 CA0989!UTM  14      -   0.99994811  x   0.99971094  =   0.99965907
 CA0989
 CA0989|---------------------------------------------------------------------|
 CA0989| PID    Reference Object                     Distance      Geod. Az  |
 CA0989|                                                           dddmmss.s |
 CA0989| CV5762 WAYBACK RM 1                         15.967 METERS 01839     |
 CA0989| CV5761 WAYBACK AZ MK                                      1033207.4 |
 CA0989| CV5763 WAYBACK RM 2                         11.488 METERS 13442     |
 CA0989|---------------------------------------------------------------------|
 CA0989
 CA0989                          SUPERSEDED SURVEY CONTROL
 CA0989
 CA0989  NAD 83(1986)-  31 22 24.17760(N)    098 00 09.52987(W) AD(       ) 2
 CA0989  NAD 27      -  31 22 23.58600(N)    098 00 08.42800(W) AD(       ) 2
 CA0989
 CA0989.Superseded values are not recommended for survey control.
 CA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0989.See file dsdata.txt to determine how the superseded data were derived.
 CA0989
 CA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9484271413(NAD 83)
 CA0989_MARKER: DS = TRIANGULATION STATION DISK
 CA0989_SETTING: 66 = SET IN ROCK OUTCROP
 CA0989_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CA0989
 CA0989  HISTORY     - Date     Condition        Report By
 CA0989  HISTORY     - 1943     MONUMENTED       CGS
 CA0989  HISTORY     - 1958     GOOD             AMS
 CA0989
 CA0989                          STATION DESCRIPTION
 CA0989
 CA0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA0989'THE STATION IS LOCATED ABOUT 5.5 MILES W OF THE VILLAGE OF
 CA0989'KING, 16.0 MILES W BY S OF GATESVILLE, ON THE SE END OF
 CA0989'THE MOST SE ONE OF A GROUP OF THREE PROMINENT HILLS, AND ON
 CA0989'A STATE GAME PRESERVE.  IT IS ABOUT 30 FEET N OF A SMALL
 CA0989'TRIANGULAR-BLAZED 4-INCH SCRUB OAK TREE, AND 40 FEET N OF THE
 CA0989'S EDGE OF THE HILL.  THE BRONZE DISK IS SET IN A DRILL HOLE
 CA0989'IN BEDROCK FLUSH WITH THE GROUND, AND STAMPED WAYBACK 1943.
 CA0989'NO UNDERGROUND MARK WAS SET.
 CA0989'
 CA0989'REFERENCE MARK NO. 1 IS N OF THE STATION, ABOUT 10 FEET N
 CA0989'OF THE NE EDGE OF THE HILL, AND THE SAME ELEVATION AS THE
 CA0989'STATION.  THE BRONZE DISK IS SET IN A DRILL HOLE IN BEDROCK
 CA0989'ABOUT 1- BY 1-FOOT IN DIAMETER, AND PROJECTS 3 INCHES.  STAMPED
 CA0989'WAYBACK NO. 1 1943.
 CA0989'
 CA0989'REFERENCE MARK NO. 2 IS S OF THE STATION.  IT IS A BRONZE DISK
 CA0989'SET IN A DRILL HOLE IN BEDROCK 1 FOOT N OF THE S EDGE OF THE
 CA0989'HILL, AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.  THE
 CA0989'DISK IS STAMPED WAYBACK NO. 2 1943.
 CA0989'
 CA0989'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE.
 CA0989'
 CA0989'THE AZIMUTH MARK IS ABOUT 0.8 MILE E OF THE STATION, 50 FEET
 CA0989'N OF A SMALL UNPAINTED HOUSE, 10 FEET SW OF THE GRAVEL ROAD,
 CA0989'AND 3 FEET W OF THE N, S, E AND W FENCE CORNER.  THE DISK
 CA0989'IS STAMPED WAYBACK 1943, AND PROJECTS 4 INCHES.  TO REACH FROM
 CA0989'THE STATION.  GO BACK TO THE MAIN-TRAVELED GRAVEL ROAD, TURN
 CA0989'RIGHT AND GO E FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 CA0989'
 CA0989'TO REACH THE STATION FROM THE COURTHOUSE IN GATESVILLE.  GO
 CA0989'W ON U.S. HIGHWAY 84 FOR 5.7 MILES TO A GRADED SIDE ROAD
 CA0989'LEFT, TURN LEFT AND GO S ON GRADED DIRT ROAD FOR 2.7 MILES
 CA0989'TO A FORKS, BEAR RIGHT AND GO W ON GRADED DIRT ROAD FOR
 CA0989'0.95 MILE TO A FORKS, BEAR LEFT AND GO SW ON MAIN GRADED
 CA0989'DIRT ROAD FOR 3.0 MILES TO THE VILLAGE OF KING.  CONTINUE
 CA0989'SW ON MAIN GRADED DIRT ROAD FOR 3.5 MILES TO A SIDE ROAD LEFT,
 CA0989'CONTINUE STRAIGHT AHEAD W ON MAIN GRADED DIRT ROAD FOR 2.6
 CA0989'MILES TO A FORKS, BEAR LEFT FOR ABOUT 200 FEET TO A YELLOW
 CA0989'PAINTED BOARD GATE ON THE RIGHT, PASS THROUGH GATE AND GO W
 CA0989'ACROSS PASTURE FOR ABOUT 0.15 MILE TO THE BASE OF THE HILL
 CA0989'AND END OF TRUCK TRAVEL, PACK UPHILL THROUGH BRUSH TO THE
 CA0989'TOP AND STATION.  PACK WILL REQUIRE ABOUT 10 MINUTES.
 CA0989'
 CA0989'NOTE--A 12-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CA0989'
 CA0989'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 CA0989
 CA0989                          STATION RECOVERY (1958)
 CA0989
 CA0989'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CA0989'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0864 ***********************************************************************
 EN0864  DESIGNATION -  WAYLAND
 EN0864  PID         -  EN0864
 EN0864  STATE/COUNTY-  TX/HALE
 EN0864  USGS QUAD   -  PLAINVIEW (1965)
 EN0864
 EN0864                         *CURRENT SURVEY CONTROL
 EN0864  ___________________________________________________________________
 EN0864* NAD 83(1993)-  34 11 11.80369(N)    101 43 31.94352(W)     ADJUSTED  
 EN0864* NAVD 88     -      1032.     (meters)    3386.     (feet)  SCALED    
 EN0864  ___________________________________________________________________
 EN0864  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 EN0864  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EN0864
 EN0864  HORZ ORDER  -  THIRD
 EN0864
 EN0864.The horizontal coordinates were established by classical geodetic methods
 EN0864.and adjusted by the National Geodetic Survey in February 1996..
 EN0864
 EN0864.The orthometric height was scaled from a topographic map.
 EN0864
 EN0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0864
 EN0864.The geoid height was determined by GEOID03.
 EN0864
 EN0864;                    North         East     Units Scale Factor Converg.
 EN0864;SPC TXNC     - 2,284,022.170   302,688.670   MT  1.00006877   -1 45 33.1
 EN0864;SPC TXNC     - 7,493,496.07    993,071.08   sFT  1.00006877   -1 45 33.1
 EN0864;SPC TX N     - 1,020,727.138   179,206.338   MT  1.00013960   -0 07 50.6
 EN0864;SPC TX N     - 3,348,835.62    587,946.13   sFT  1.00013960   -0 07 50.6
 EN0864;UTM  14      - 3,786,205.890   248,818.844   MT  1.00037779   -1 31 56.1
 EN0864
 EN0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0864!SPC TXNC     -   0.99984207  x   1.00006877  =   0.99991082
 EN0864!SPC TX N     -   0.99984207  x   1.00013960  =   0.99998164
 EN0864!UTM  14      -   0.99984207  x   1.00037779  =   1.00021980
 EN0864
 EN0864:                Primary Azimuth Mark                     Grid Az
 EN0864:SPC TXNC     -  PLAINVIEW NORTH MUNICIPAL TANK           062 35 03.9
 EN0864:SPC TX N     -  PLAINVIEW NORTH MUNICIPAL TANK           060 57 21.4
 EN0864:UTM  14      -  PLAINVIEW NORTH MUNICIPAL TANK           062 21 26.9
 EN0864
 EN0864|---------------------------------------------------------------------|
 EN0864| PID    Reference Object                     Distance      Geod. Az  |
 EN0864|                                                           dddmmss.s |
 EN0864| EN0861 PLAINVIEW NORTH MUNICIPAL TANK      APPROX. 2.1 KM 0604930.8 |
 EN0864| CJ9258 WAYLAND RM 2                         15.245 METERS 26953     |
 EN0864| EN0865 PLAINVIEW WEST MUNICIPAL TANK       APPROX. 0.7 KM 3454228.5 |
 EN0864| EN0866 PLAINVIEW CARGIL ELEVATOR           APPROX. 2.4 KM 3473021.0 |
 EN0864| CJ9257 WAYLAND RM 1                         20.583 METERS 35923     |
 EN0864|---------------------------------------------------------------------|
 EN0864
 EN0864                          SUPERSEDED SURVEY CONTROL
 EN0864
 EN0864  NAD 83(1993)-  34 11 11.80852(N)    101 43 31.93684(W) AD(       ) 3
 EN0864  NAD 83(1986)-  34 11 11.80981(N)    101 43 31.93783(W) AD(       ) 3
 EN0864  NAD 27      -  34 11 11.55163(N)    101 43 30.30607(W) AD(       ) 3
 EN0864
 EN0864.Superseded values are not recommended for survey control.
 EN0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0864.See file dsdata.txt to determine how the superseded data were derived.
 EN0864
 EN0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4881986206(NAD 83)
 EN0864_MARKER: DS = TRIANGULATION STATION DISK
 EN0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0864_MARK LOGO: CGS   
 EN0864_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EN0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0864+STABILITY: SURFACE MOTION
 EN0864
 EN0864  HISTORY     - Date     Condition        Report By
 EN0864  HISTORY     - 1964     MONUMENTED       CGS
 EN0864  HISTORY     - 19840423 GOOD             NGS
 EN0864
 EN0864                          STATION DESCRIPTION
 EN0864
 EN0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0864'THE STATION IS LOCATED IN THE WEST EDGE OF PLAINVIEW AT THE WAYLAND
 EN0864'BAPTIST COLLEGE, ON THE EAST EDGE OF THE ROOF OF THE ADMINISTRATION
 EN0864'BUILDING.
 EN0864'
 EN0864'THE STATION MARK IS A STANDARD DISK, STAMPED WAYLAND 1964, CEMENTED
 EN0864'IN A DRILL HOLE IN A CONCRETE WALL AT THE SOUTHWEST CORNER OF THE
 EN0864'PORTION OF THE ROOF OVER THE MAIN ENTRANCE, ON THE EAST SIDE OF THE
 EN0864'BUILDING.  IT IS 9.7 FEET WEST OF THE EASTERLY MOST POINT OF
 EN0864'THE BUILDING, 0.65 FEET EAST OF THE WEST END OF AN EAST-WEST
 EN0864'WALL, ABOUT 3 FEET ABOVE THE ROOF LEVEL AND PROJECTING 2 INCHES ABOVE
 EN0864'THE TOP OF THE WALL.
 EN0864'
 EN0864'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WAYLAND NO 1 1964,
 EN0864'CEMENTED IN A DRILL HOLE IN A CONCRETE WALL AT THE NORTHEAST CORNER
 EN0864'OF THE PORTION OF THE ROOF OVER THE MAIN ENTRANCE, ON THE EAST SIDE
 EN0864'OF THE BUILDING.  IT IS 9.3 FEET WEST OF THE EASTERLY MOST POINT
 EN0864'OF THE BUILDING, 0.8 FEET EAST OF THE WEST END OF AN EAST-WEST
 EN0864'WALL, ABOUT 3 FEET ABOVE THE ROOF LEVEL AND AT ABOUT THE SAME
 EN0864'ELEVATION AS THE STATION.
 EN0864'
 EN0864'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WAYLAND NO 2 1964,
 EN0864'CEMENTED IN A DRILL HOLE IN A CONCRETE WALL AT THE SOUTHEAST CORNER
 EN0864'OF THE U SHAPED WEST SIDE OF THE BUILDING.  IT IS 19.5 FEET EAST OF
 EN0864'THE EAST SIDE OF THE ENTRANCE TO THE ROOF, 0.6 FEET WEST OF THE
 EN0864'EAST END OF THE WALL, AND AT ABOUT THE SAME ELEVATION AS THE
 EN0864'STATION.
 EN0864'
 EN0864'STATION BEACON 1964 CAN BE USED FOR THE AZIMUTH.  SEE DESCRIPTION
 EN0864'THEREOF.
 EN0864'
 EN0864'HEIGHT OF LIGHT ABOVE STATION MARK 0.3 METERS.
 EN0864
 EN0864                          STATION RECOVERY (1984)
 EN0864
 EN0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EN0864'STATION RECOVERED AS DESCRIBED IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3237 ***********************************************************************
 AW3237  DESIGNATION -  WAYNE 2
 AW3237  PID         -  AW3237
 AW3237  STATE/COUNTY-  TX/HARRIS
 AW3237  USGS QUAD   -  SETTEGAST (1995)
 AW3237
 AW3237                         *CURRENT SURVEY CONTROL
 AW3237  ___________________________________________________________________
 AW3237* NAD 83(1993)-  29 48 02.26740(N)    095 19 33.54177(W)     ADJUSTED  
 AW3237* NAVD 88     -        14.49   (+/-2cm)      47.5    (feet)  VERTCON   
 AW3237  ___________________________________________________________________
 AW3237  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW3237  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW3237
 AW3237  HORZ ORDER  -  SECOND
 AW3237  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3237
 AW3237.The horizontal coordinates were established by classical geodetic methods
 AW3237.and adjusted by the National Geodetic Survey in February 1996..
 AW3237
 AW3237.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3237.The vertical order pertains to the NGVD 29 superseded value.
 AW3237
 AW3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3237
 AW3237.The geoid height was determined by GEOID03.
 AW3237
 AW3237;                    North         East     Units Scale Factor Converg.
 AW3237;SPC TXSC     - 4,223,608.871   955,103.299   MT  0.99989617   +1 47 59.8
 AW3237;SPC TXSC     -13,856,956.77  3,133,534.74   sFT  0.99989617   +1 47 59.8
 AW3237;UTM  15      - 3,298,962.526   275,185.705   MT  1.00022363   -1 09 23.3
 AW3237
 AW3237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3237!SPC TXSC     -   1.00000202  x   0.99989617  =   0.99989819
 AW3237!UTM  15      -   1.00000202  x   1.00022363  =   1.00022565
 AW3237
 AW3237:                Primary Azimuth Mark                     Grid Az
 AW3237:SPC TXSC     -  HOUSTON PPG CO WATER TANK                098 16 00.0
 AW3237:UTM  15      -  HOUSTON PPG CO WATER TANK                101 13 23.1
 AW3237
 AW3237|---------------------------------------------------------------------|
 AW3237| PID    Reference Object                     Distance      Geod. Az  |
 AW3237|                                                           dddmmss.s |
 AW3237| AW6659 HOUSTON PPG CO WATER TANK           APPROX. 2.6 KM 1000359.8 |
 AW3237| AA8255 WAYNE UNDERGROUND                    28.295 METERS 17953     |
 AW3237| AW3238 WAYNE 2 RM 4                         63.156 METERS 24835     |
 AW3237| AW6650 HOUSTON GARDEN CITY WATER TANK      334.370 METERS 25503     |
 AW3237|---------------------------------------------------------------------|
 AW3237
 AW3237                          SUPERSEDED SURVEY CONTROL
 AW3237
 AW3237  NAD 83(1986)-  29 48 02.28161(N)    095 19 33.52335(W) AD(       ) 2
 AW3237  NAD 27      -  29 48 01.46604(N)    095 19 32.75045(W) AD(       ) 2
 AW3237  NGVD 29 (??/??/92)   14.491  (m)           47.54   (f) ADJ UNCH    1 2
 AW3237
 AW3237.Superseded values are not recommended for survey control.
 AW3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3237.See file dsdata.txt to determine how the superseded data were derived.
 AW3237
 AW3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7518698963(NAD 83)
 AW3237_MARKER: DS = TRIANGULATION STATION DISK
 AW3237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3237_STAMPING: WAYNE 2 1952
 AW3237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3237+STABILITY: SURFACE MOTION
 AW3237
 AW3237  HISTORY     - Date     Condition        Report By
 AW3237  HISTORY     - 1952     MONUMENTED       CGS
 AW3237  HISTORY     - 1954     GOOD             CGS
 AW3237  HISTORY     - 1963     GOOD             CGS
 AW3237  HISTORY     - 1963     GOOD             CGS
 AW3237  HISTORY     - 1963     GOOD             NGS
 AW3237  HISTORY     - 1968     GOOD             NGS
 AW3237
 AW3237                          STATION DESCRIPTION
 AW3237
 AW3237'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW3237'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF THE CENTER
 AW3237'OF HOUSTON IN THE KASHMERE GARDENS SUBDIVISION.  IT IS IN THE
 AW3237'NORTHWEST ANGLE OF THE INTERSECTION OF WAYNE STREET AND CAVALCADE
 AW3237'STREET, 141.0 FEET NORTH OF THE CENTER OF CAVALCADE STREET,
 AW3237'43.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HUBBARD STORE
 AW3237'AND 37.0 FEET WEST OF THE CENTER OF WAYNE STREET.  IT IS SET
 AW3237'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED WAYNE 2
 AW3237'1952.
 AW3237'
 AW3237'REFERENCE MARK NO. 3 IS LOCATED ACROSS THE STREET FROM THE
 AW3237'STATION AND IS ABOUT THE SAME ELEVATION.  IT IS 48.0 FEET NORTH
 AW3237'OF THE CENTER OF CAVALCADE STREET, 28.0 FEET EAST OF THE CENTER
 AW3237'OF WAYNE STREET, 11.0 FEET NORTH OF A CONCRETE MARKER POST AND
 AW3237'1.0 FOOT NORTHWEST OF A TELEPHONE AND POWERLINE POLE.  IT IS SET
 AW3237'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED WAYNE 2 NO 3
 AW3237'1952.
 AW3237'
 AW3237'REFERENCE MARK NO. 4 IS 50.0 FEET NORTH OF THE CENTER OF CAVALCADE
 AW3237'STREET AND 2.0 FEET SOUTHEAST OF A TELEPHONE POLE.  IT IS SET
 AW3237'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED WAYNE 2 NO
 AW3237'4 1952.
 AW3237'
 AW3237'THE AZIMUTH MARK IS LOCATED 61.0 FEET NORTH OF THE NORTHEAST
 AW3237'CORNER OF THE KASHMERE GARDENS CHURCH OF CHRIST, 49.0 FEET
 AW3237'SOUTH OF THE CENTER OF CAVALCADE STREET, 26.0 FEET WEST OF THE
 AW3237'CENTER OF A SHELL STREET AND 1.0 FOOT EAST OF A TELEPHONE POLE.
 AW3237'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 AW3237'WAYNE 2 1952.
 AW3237'
 AW3237'TO REACH THE STATION FROM THE HOUSTON, KASHMERE GARDENS MUNICIPAL
 AW3237'WATER TANK, GO EAST ON CAVALCADE STREET FOR ONE BLOCK TO THE
 AW3237'KASHMERE GARDENS FIRST BAPTIST CHURCH ON THE RIGHT, CONTINUE
 AW3237'EAST ON CAVALCADE STREET FOR ONE BLOCK TO THE INTERSECTION WITH
 AW3237'WAYNE STREET AND HUBBARDS STORE ON THE LEFT AND THE STATION AS
 AW3237'DESCRIBED.
 AW3237'
 AW3237'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON CAVALCADE
 AW3237'STREET FOR TWO BLOCKS AND THE KASHMERE GARDENS CHURCH OF CHRIST
 AW3237'ON THE LEFT AND THE MARK AS DESCRIBED.
 AW3237'
 AW3237'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AW3237
 AW3237                          STATION RECOVERY (1954)
 AW3237
 AW3237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW3237'0.5 MILE NORTHEAST ALONG SAN JACINTO STREET FROM THE COUNTY
 AW3237'COURTHOUSE AT HOUSTON, THENCE 0.5 MILE EAST ALONG NANCE AVENUE,
 AW3237'THENCE 2.5 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS
 AW3237'RAILROAD, THENCE 0.9 MILE NORTH ALONG LOCKWOOD DRIVE, THENCE
 AW3237'0.55 MILE WEST ALONG CAVALCADE STREET, AT AN INTERSECTION WITH
 AW3237'WAYNE STREET, 43.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AW3237'HUBBARD STORE, 141 FEET NORTH OF THE CENTER LINE OF CAVALCADE
 AW3237'STREET, 37 FEET WEST OF THE CENTER LINE OF WAYNE STREET, 26.4
 AW3237'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE, A
 AW3237'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 AW3237'WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND, STAMPED
 AW3237'WAYNE 2 1952.
 AW3237'
 AW3237'WAYNE 2 R.M. 3 IS 99.3 FEET SOUTHEAST OF TRIANGULATION STATION
 AW3237'WAYNE 2 1952, 48 FEET NORTH OF THE CENTER LINE OF CAVALCADE STREET,
 AW3237'28 FEET EAST OF THE CENTER LINE OF WAYNE STREET, 1 FOOT WEST
 AW3237'OF A POWER POLE, A REFERENCE MARK DISK SET IN THE TOP OF A
 AW3237'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED WAYNE 2
 AW3237'NO 3 1952.
 AW3237'
 AW3237'WAYNE 2 R.M. 4 IS 207.2 FEET SOUTHWEST OF TRIANGULATION STATION
 AW3237'WAYNE 2 1952, 46 YARDS WEST OF THE SOUTHWEST CORNER OF THE
 AW3237'HUBBARD STORE, 51 FEET NORTH OF THE CENTER LINE OF CAVALCADE
 AW3237'STREET, 1.4 FEET EAST OF A POWER POLE, A REFERENCE MARK DISK SET
 AW3237'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 AW3237'STAMPED WAYNE 2 NO 4 1952.
 AW3237'
 AW3237'WAYNE 2 1952 AZIMUTH IS 0.2 MILE WEST OF TRIANGULATION STATION
 AW3237'WAYNE 2 1952.  AT THE KASHMERE CHURCH OF CHRIST, 49 FEET SOUTH
 AW3237'OF THE CENTER LINE OF CAVALCADE STREET, 60 FEET NORTH OF THE
 AW3237'NORTHEAST CORNER OF THE CHURCH, 26 FEET WEST OF THE CENTER LINE
 AW3237'OF A SHELL STREET LEADING SOUTH, 3.5 FEET SOUTHEAST OF A POWER
 AW3237'POLE, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 AW3237'WHICH IS FLUSH WITH THE GROUND, STAMPED WAYNE 2 1952.
 AW3237
 AW3237                          STATION RECOVERY (1963)
 AW3237
 AW3237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW3237'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE CENTER OF
 AW3237'HOUSTON IN THE KASHMERE GARDENS SUBDIVISION AND IN THE FRONT
 AW3237'YARD AT THE HOME OF MR. KING LOU.  THE HOUSE IS AT THE BACK
 AW3237'OF THE KING LOU GROCERY STORE AND IS BETWEEN THE STATION MARK
 AW3237'AND THE AZIMUTH AND REFERENCE MARK NUMBER 4.  THE STATION IS
 AW3237'LOCATED AT THE INTERSECTION OF CAVALCADE AND WAYNE STREET.
 AW3237'
 AW3237'THE STATION COULD NOT BE BUILT OVER DUE TO POWER LINES AND IN
 AW3237'THE YARD.
 AW3237'
 AW3237'STATION MARK, A STANDARD STATION DISK SET IN THE TOP OF
 AW3237'A 12 INCH SQUARE CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW
 AW3237'THE SURFACE OF THE GROUND AND STAMPED WAYNE 2 1952.  THE
 AW3237'MARK IS 141 FEET NORTH OF THE CENTER OF CAVALCADE STREET,
 AW3237'37 FEET WEST OF THE CENTER OF WAYNE STREET, 26.4 FEET SOUTHEAST
 AW3237'OF THE NORTHEAST CORNER OF THE HOUSE, 43 FEET NORTHEAST
 AW3237'OF THE NORTHEAST CORNER OF THE STORE AND 1.5 FEET
 AW3237'WEST-NORTHWEST OF THE NORTH ONE OF TWO MIMOSA TREES.
 AW3237'
 AW3237'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN THE TOP
 AW3237'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8
 AW3237'INCHES AND STAMPED WAYNE 2 NO 3 1952.  THE MARK IS 28 FEET
 AW3237'EAST OF THE CENTER OF WAYNE STREET, 48 FEET NORTH OF THE
 AW3237'CENTER OF CAVALCADE STREET AND 1 FOOT NORTHWEST OF A POWER
 AW3237'POLE.
 AW3237'
 AW3237'REFERENCE MARK 4, A STANDARD REFERENCE DISK SET IN THE TOP
 AW3237'OF A 12 SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 AW3237'AND STAMPED WAYNE 2 NO 4 1952.  THE MARK IS 30 FEET WEST
 AW3237'OF A TELEPHONE POLE, 50 FEET NORTH OF THE CENTER OF CAVALCADE
 AW3237'STREET AND ABOUT 46 YARDS WEST OF THE SOUTHWEST CORNER OF
 AW3237'THE STORE.
 AW3237'
 AW3237'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12 INCH
 AW3237'SQUARE CONCRETE POST WHICH IS ABOUT 2 BELOW THE SURFACE OF
 AW3237'THE GROUND AND STAMPED WAYNE 2 1952.  THE MARK IS 4.5 FEET
 AW3237'SOUTH OF A WOOD WITNESS POST, 3.5 FEET SOUTH OF A POWER
 AW3237'POLE, 55.5 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF
 AW3237'CAVALCADE AND LEFFINGWELL STREET, 29 FEET NORTH-NORTHEAST
 AW3237'OF THE NORTHEAST CORNER OF A CHURCH AND 37 PACES NORTHWEST
 AW3237'OF THE NORTHWEST LEG OF THE WATER TANK.
 AW3237
 AW3237                          STATION RECOVERY (1963)
 AW3237
 AW3237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 AW3237'ABOUT 0.45 MILE NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM
 AW3237'THE NEW HARRIS COUNTY COURTHOUSE AT HOUSTON, THENCE 0.1
 AW3237'MILE NORTHEAST ALONG ROTHWELL STREET, THENCE 0.45 MILE EAST
 AW3237'ALONG NANCE AVENUE, THENCE 2.5 MILES NORTHEAST ALONG THE
 AW3237'TEXAS AND NEW ORLEANS RAILROAD, THENCE 0.9 MILE NORTH ALONG
 AW3237'LOCKWOOD DRIVE, THENCE 0.6 MILE WEST ALONG CAVALCADE STREET,
 AW3237'141 FEET NORTH OF THE CENTER LINE OF WAYNE STREET, 43 FEET
 AW3237'NORTHEAST OF THE NORTHEAST CORNER OF A GROCERY STORE, 26-1/2
 AW3237'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 11 FEET
 AW3237'WEST OF A HURRICANE FENCE, 1-1/2 FEET WEST-NORTHWEST OF A
 AW3237'4-INCH TREE, AND SET IN THE TOP OF A CONCRETE POST ABOUT 2
 AW3237'INCHES BELOW THE GROUND.
 AW3237'
 AW3237'WAYNE 2 R.M. 3 IS 48 FEET NORTH OF THE CENTER LINE OF CAVALCADE
 AW3237'STREET, 28 FEET EAST OF THE CENTER LINE OF WAYNE STREET,
 AW3237'41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE 4401,
 AW3237'99.3 FEET SOUTHEAST OF WAYNE 2 1952, 1 FOOT WEST OF A POWER
 AW3237'POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 AW3237'INCHES.
 AW3237'
 AW3237'WAYNE 2 R.M. 4 IS 51 FEET NORTH OF THE CENTER LINE OF CAVALCADE
 AW3237'STREET, 207 FEET WEST-SOUTHWEST OF WAYNE 2 1952, 138 FEET
 AW3237'SOUTH OF WAYNE R.M. 7, 131 FEET WEST OF THE SOUTHWEST CORNER OF
 AW3237'A STORE, 29-1/2 FEET WEST OF A TELEPHONE POLE, AND SET IN
 AW3237'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW3237'
 AW3237'WAYNE R.M. 7 IS 138 FEET NORTH OF WAYNE 2 R.M. 4, 93 FEET
 AW3237'NORTHWEST OF THE NORTHWEST CORNER OF A FENCE CORNER IN A
 AW3237'HURRICANE FENCE, 63 FEET EAST OF A 20-INCH WILLOW TREE,
 AW3237'35-1/2 FEET WEST OF A 10-INCH MAPLE TREE, AND SET IN THE TOP
 AW3237'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW3237'
 AW3237'WAYNE 2 1952 AZIMUTH IS ABOUT 0.2 MILE NORTHEAST OF WAYNE
 AW3237'2 1952, 49 FEET SOUTH OF THE CENTER LINE OF CAVALCADE STREET,
 AW3237'27 FEET WEST OF THE CENTER LINE OF LEFFINGWELL STREET, 29
 AW3237'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE KASHMERE CHURCH
 AW3237'OF CHRIST WHICH IS A BRICK BUILDING, 3 FEET SOUTHEAST OF A
 AW3237'POWER POLE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AW3237'WITH THE LAWN.
 AW3237
 AW3237                          STATION RECOVERY (1963)
 AW3237
 AW3237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW3237'5.0 MI NE FROM HOUSTON.
 AW3237'ABOUT 0.45 MILE NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE NEW
 AW3237'HARRIS COUNTY COURTHOUSE AT HOUSTON, THENCE 0.1 MILE NORTHEAST ALONG
 AW3237'ROTHWELL STREET, THENCE 0.45 MILE EAST ALONG NANCE AVENUE, THENCE 2.5
 AW3237'MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILWAY, THENCE 0.9
 AW3237'MILE NORTH ALONG LOCKWOOD DRIVE, THENCE 0.6 MILE WEST ALONG CAVALCADE
 AW3237'STREET, 141 FEET NORTH OF THE CENTER LINE OF THE STREET, 37 FEET WEST
 AW3237'OF THE CENTER LINE OF WAYNE STREET, 43 FEET NORTHEAST OF THE NORTHEAST
 AW3237'CORNER OF A GROCERY STORE, 26 1/2 FEET SOUTHEAST OF THE NORTHEAST
 AW3237'CORNER OF A HOUSE, 11 FEET WEST OF A HURRICANE FENCE, 1 1/2 FEET
 AW3237'WEST-NORTHWEST OF A 4-INCH TREE, AND SET IN THE TOP OF A CONCRETE POST
 AW3237'ABOUT 2 INCHES BELOW THE GROUND.
 AW3237
 AW3237                          STATION RECOVERY (1968)
 AW3237
 AW3237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3240 ***********************************************************************
 AW3240  DESIGNATION -  WAYNE 2 AZ
 AW3240  PID         -  AW3240
 AW3240  STATE/COUNTY-  TX/HARRIS
 AW3240  USGS QUAD   -  SETTEGAST (1995)
 AW3240
 AW3240                         *CURRENT SURVEY CONTROL
 AW3240  ___________________________________________________________________
 AW3240* NAD 83(1986)-  29 48 00.     (N)    095 19 47.     (W)     SCALED    
 AW3240* NAVD 88     -        14.69   (+/-2cm)      48.2    (feet)  VERTCON   
 AW3240  ___________________________________________________________________
 AW3240  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW3240
 AW3240  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3240
 AW3240.The horizontal coordinates were scaled from a topographic map and have
 AW3240.an estimated accuracy of +/- 6 seconds.
 AW3240
 AW3240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3240.The vertical order pertains to the NGVD 29 superseded value.
 AW3240
 AW3240.The geoid height was determined by GEOID03.
 AW3240
 AW3240;                    North         East    Units  Estimated Accuracy
 AW3240;SPC TXSC     - 4,223,530.      954,740.      MT  (+/- 180 meters Scaled)
 AW3240
 AW3240                          SUPERSEDED SURVEY CONTROL
 AW3240
 AW3240  NGVD 29 (??/??/92)   14.690  (m)           48.20   (f) ADJ UNCH    1 2
 AW3240
 AW3240.Superseded values are not recommended for survey control.
 AW3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3240.See file dsdata.txt to determine how the superseded data were derived.
 AW3240
 AW3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN748989(NAD 83)
 AW3240_MARKER: DZ = AZIMUTH MARK DISK
 AW3240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3240_STAMPING: WAYNE 2 1952
 AW3240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3240+STABILITY: SURFACE MOTION
 AW3240
 AW3240  HISTORY     - Date     Condition        Report By
 AW3240  HISTORY     - 1952     MONUMENTED       CGS
 AW3240  HISTORY     - 1963     GOOD             NGS
 AW3240  HISTORY     - 1968     GOOD             NGS
 AW3240  HISTORY     - 1968     GOOD             NGS
 AW3240
 AW3240                          STATION DESCRIPTION
 AW3240
 AW3240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3240'5.2 MI NE FROM HOUSTON.
 AW3240'ABOUT 0.45 MILE NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE NEW
 AW3240'HARRIS COUNTY COURTHOUSE AT HOUSTON, THENCE 0.1 MILE NORTHEAST ALONG
 AW3240'ROTHWELL STREET, THENCE 0.45 MILE EAST ALONG NANCE AVENUE, THENCE 2.5
 AW3240'MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILWAY, THENCE 0.9
 AW3240'MILE NORTH ALONG LOCKWOOD DRIVE, THENCE 0.8 MILE WEST ALONG CAVALCADE
 AW3240'STREET, 49 FEET SOUTH OF THE CENTER LINE OF THE STREET, 27 FEET WEST
 AW3240'OF THE CENTER LINE OF LEFFINGWELL STREET, 29 FEET NORTHEAST OF THE
 AW3240'NORTHEAST CORNER OF THE KASHMERE CHURCH OF CHRIST WHICH IS A BRICK
 AW3240'BUILDING, 3 FEET SOUTHEAST OF A POWER POLE, AND SET IN THE TOP OF A
 AW3240'CONCRETE POST FLUSH WITH THE LAWN.
 AW3240
 AW3240                          STATION RECOVERY (1968)
 AW3240
 AW3240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3240'RECOVERED IN GOOD CONDITION.
 AW3240
 AW3240                          STATION RECOVERY (1968)
 AW3240
 AW3240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3240'WAYNE AZIMUTH 1952-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3236 ***********************************************************************
 AW3236  DESIGNATION -  WAYNE 2 RM 3
 AW3236  PID         -  AW3236
 AW3236  STATE/COUNTY-  TX/HARRIS
 AW3236  USGS QUAD   -  SETTEGAST (1995)
 AW3236
 AW3236                         *CURRENT SURVEY CONTROL
 AW3236  ___________________________________________________________________
 AW3236* NAD 83(1986)-  29 48 02.     (N)    095 19 33.     (W)     SCALED    
 AW3236* NAVD 88     -        14.64   (+/-2cm)      48.0    (feet)  VERTCON   
 AW3236  ___________________________________________________________________
 AW3236  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW3236
 AW3236  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3236
 AW3236.The horizontal coordinates were scaled from a topographic map and have
 AW3236.an estimated accuracy of +/- 6 seconds.
 AW3236
 AW3236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3236.The vertical order pertains to the NGVD 29 superseded value.
 AW3236
 AW3236.The geoid height was determined by GEOID03.
 AW3236
 AW3236;                    North         East    Units  Estimated Accuracy
 AW3236;SPC TXSC     - 4,223,600.      955,120.      MT  (+/- 180 meters Scaled)
 AW3236
 AW3236                          SUPERSEDED SURVEY CONTROL
 AW3236
 AW3236  NGVD 29 (??/??/92)   14.640  (m)           48.03   (f) ADJ UNCH    1 2
 AW3236
 AW3236.Superseded values are not recommended for survey control.
 AW3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3236.See file dsdata.txt to determine how the superseded data were derived.
 AW3236
 AW3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN752989(NAD 83)
 AW3236_MARKER: DR = REFERENCE MARK DISK
 AW3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3236_STAMPING: WAYNE 2 NO 3 1952
 AW3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3236+STABILITY: SURFACE MOTION
 AW3236
 AW3236  HISTORY     - Date     Condition        Report By
 AW3236  HISTORY     - 1952     MONUMENTED       CGS
 AW3236  HISTORY     - 1963     GOOD             NGS
 AW3236  HISTORY     - 1968     GOOD             NGS
 AW3236
 AW3236                          STATION DESCRIPTION
 AW3236
 AW3236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3236'5.0 MI NE FROM HOUSTON.
 AW3236'ABOUT 0.45 MILE NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE NEW
 AW3236'HARRIS COUNTY COURTHOUSE AT HOUSTON, THENCE 0.1 MILE NORTHEAST ALONG
 AW3236'ROTHWELL STREET, THENCE 0.45 MILE EAST ALONG NANCE AVENUE, THENCE 2.5
 AW3236'MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILWAY, THENCE 0.9
 AW3236'MILE NORTH ALONG LOCKWOOD DRIVE, THENCE 0.6 MILE WEST ALONG CAVALCADE
 AW3236'STREET, AT THE INTERSECTION OF WAYNE STREET, 48 FEET NORTH OF THE
 AW3236'CENTER LINE OF CAVALCADE STREET, 28 FEET EAST OF THE CENTER LINE OF
 AW3236'WAYNE STREET, 41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NO.
 AW3236'4401, 99.3 FEET SOUTHEAST OF WAYNE 2 1952, 1 FOOT WEST OF A POWER
 AW3236'POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 AW3236
 AW3236                          STATION RECOVERY (1968)
 AW3236
 AW3236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3238 ***********************************************************************
 AW3238  DESIGNATION -  WAYNE 2 RM 4
 AW3238  PID         -  AW3238
 AW3238  STATE/COUNTY-  TX/HARRIS
 AW3238  USGS QUAD   -  SETTEGAST (1995)
 AW3238
 AW3238                         *CURRENT SURVEY CONTROL
 AW3238  ___________________________________________________________________
 AW3238* NAD 83(1986)-  29 48 02.     (N)    095 19 33.     (W)     SCALED    
 AW3238* NAVD 88     -        14.57   (+/-2cm)      47.8    (feet)  VERTCON   
 AW3238  ___________________________________________________________________
 AW3238  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW3238
 AW3238  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3238
 AW3238.The horizontal coordinates were scaled from a topographic map and have
 AW3238.an estimated accuracy of +/- 6 seconds.
 AW3238
 AW3238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3238.The vertical order pertains to the NGVD 29 superseded value.
 AW3238
 AW3238.The geoid height was determined by GEOID03.
 AW3238
 AW3238;                    North         East    Units  Estimated Accuracy
 AW3238;SPC TXSC     - 4,223,600.      955,120.      MT  (+/- 180 meters Scaled)
 AW3238
 AW3238                          SUPERSEDED SURVEY CONTROL
 AW3238
 AW3238  NGVD 29 (??/??/92)   14.571  (m)           47.80   (f) ADJ UNCH    1 2
 AW3238
 AW3238.Superseded values are not recommended for survey control.
 AW3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3238.See file dsdata.txt to determine how the superseded data were derived.
 AW3238
 AW3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN752989(NAD 83)
 AW3238_MARKER: DR = REFERENCE MARK DISK
 AW3238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3238_STAMPING: WAYNE 2 NO 4 1952
 AW3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3238+STABILITY: SURFACE MOTION
 AW3238
 AW3238  HISTORY     - Date     Condition        Report By
 AW3238  HISTORY     - 1952     MONUMENTED       CGS
 AW3238  HISTORY     - 1963     GOOD             NGS
 AW3238  HISTORY     - 1968     GOOD             NGS
 AW3238
 AW3238                          STATION DESCRIPTION
 AW3238
 AW3238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3238'5.0 MI NE FROM HOUSTON.
 AW3238'ABOUT 0.45 MILE NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE NEW
 AW3238'HARRIS COUNTY COURTHOUSE AT HOUSTON, THENCE 0.1 MILE NORTHEAST ALONG
 AW3238'ROTHWELL STREET, THENCE 0.45 MILE EAST ALONG NANCE AVENUE, THENCE 2.5
 AW3238'MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILWAY, THENCE 0.9
 AW3238'MILE NORTH ALONG LOCKWOOD DRIVE, THENCE 0.6 MILE WEST ALONG CAVALCADE
 AW3238'STREET, 51 FEET NORTH OF THE CENTER LINE OF THE STREET, 207 FEET
 AW3238'WEST-SOUTHWEST OF WAYNE 2 1952, 138 FEET SOUTH OF WAYNE R.M. 7, 131
 AW3238'FEET WEST OF THE SOUTHWEST CORNER OF A GROCERY STORE, 29 1/2 FEET WEST
 AW3238'OF A TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW3238'THE GROUND.
 AW3238
 AW3238                          STATION RECOVERY (1968)
 AW3238
 AW3238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3235 ***********************************************************************
 AW3235  DESIGNATION -  WAYNE RM 2
 AW3235  PID         -  AW3235
 AW3235  STATE/COUNTY-  TX/HARRIS
 AW3235  USGS QUAD   -  SETTEGAST (1995)
 AW3235
 AW3235                         *CURRENT SURVEY CONTROL
 AW3235  ___________________________________________________________________
 AW3235* NAD 83(1986)-  29 48 01.     (N)    095 19 33.     (W)     SCALED    
 AW3235* NAVD 88     -        15.24   (+/-2cm)      50.0    (feet)  VERTCON   
 AW3235  ___________________________________________________________________
 AW3235  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW3235
 AW3235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3235
 AW3235.The horizontal coordinates were scaled from a topographic map and have
 AW3235.an estimated accuracy of +/- 6 seconds.
 AW3235
 AW3235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3235.The vertical order pertains to the NGVD 29 superseded value.
 AW3235
 AW3235.The geoid height was determined by GEOID03.
 AW3235
 AW3235;                    North         East    Units  Estimated Accuracy
 AW3235;SPC TXSC     - 4,223,570.      955,120.      MT  (+/- 180 meters Scaled)
 AW3235
 AW3235                          SUPERSEDED SURVEY CONTROL
 AW3235
 AW3235  NGVD 29 (??/??/92)   15.234  (m)           49.98   (f) ADJ UNCH    2 0
 AW3235
 AW3235.Superseded values are not recommended for survey control.
 AW3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3235.See file dsdata.txt to determine how the superseded data were derived.
 AW3235
 AW3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN751989(NAD 83)
 AW3235_MARKER: DR = REFERENCE MARK DISK
 AW3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3235_STAMPING: WAYNE NO 2 1942
 AW3235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3235+STABILITY: SURFACE MOTION
 AW3235
 AW3235  HISTORY     - Date     Condition        Report By
 AW3235  HISTORY     - 1942     MONUMENTED       CGS
 AW3235  HISTORY     - 1951     MARK NOT FOUND   NGS
 AW3235
 AW3235                          STATION DESCRIPTION
 AW3235
 AW3235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW3235'6.6 MI NE FROM HOUSTON.
 AW3235'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE COURTHOUSE AT
 AW3235'HOUSTON, HARRIS COUNTY, THENCE ABOUT 3.7 MILES NORTH ALONG LOCKWOOD
 AW3235'DRIVE, AND THENCE ABOUT 0.5 MILE WEST ALONG CAVALCADE STREET.  73.7
 AW3235'FEET WEST BY SOUTH FROM TRIANGULATION STATION WAYNE, DESCRIBED ABOVE,
 AW3235'ABOUT 106 FEET WEST OF THE CENTER OF THE INTERSECTION OF WAYNE STREET,
 AW3235'AND 26 FEET NORTH OF THE CENTER LINE OF CAVALCADE STREET.  A STANDARD
 AW3235'REFERENCE-MARK DISK, STAMPED WAYNE NO. 2 1942 AND SET IN THE TOP OF A
 AW3235'CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NOTE-- THE STREET HAS BEEN
 AW3235'IMPROVED AND A NEW STORE BUILDING CONSTRUCTED WHERE THE MARK WAS
 AW3235'SUPPOSED TO BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6688 ***********************************************************************
 AW6688  DESIGNATION -  WAYNE RM 5
 AW6688  PID         -  AW6688
 AW6688  STATE/COUNTY-  TX/HARRIS
 AW6688  USGS QUAD   -  SETTEGAST (1995)
 AW6688
 AW6688                         *CURRENT SURVEY CONTROL
 AW6688  ___________________________________________________________________
 AW6688* NAD 83(1993)-  29 48 01.67095(N)    095 19 35.01280(W)     ADJUSTED  
 AW6688* NAVD 88     -        15.9    (meters)      52.     (feet)  VERTCON   
 AW6688  ___________________________________________________________________
 AW6688  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6688  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW6688
 AW6688  HORZ ORDER  -  FIRST
 AW6688
 AW6688.The horizontal coordinates were established by classical geodetic methods
 AW6688.and adjusted by the National Geodetic Survey in February 1996..
 AW6688
 AW6688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6688
 AW6688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6688
 AW6688.The geoid height was determined by GEOID03.
 AW6688
 AW6688;                    North         East     Units Scale Factor Converg.
 AW6688;SPC TXSC     - 4,223,589.276   955,064.394   MT  0.99989614   +1 47 59.1
 AW6688;SPC TXSC     -13,856,892.48  3,133,407.10   sFT  0.99989614   +1 47 59.1
 AW6688;UTM  15      - 3,298,944.957   275,145.829   MT  1.00022385   -1 09 24.0
 AW6688
 AW6688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6688!SPC TXSC     -   1.00000180  x   0.99989614  =   0.99989794
 AW6688!UTM  15      -   1.00000180  x   1.00022385  =   1.00022565
 AW6688
 AW6688:                Primary Azimuth Mark                     Grid Az
 AW6688:SPC TXSC     -  HOUSTON KKO 279 RAD MAST                 052 47 03.1
 AW6688:UTM  15      -  HOUSTON KKO 279 RAD MAST                 055 44 26.2
 AW6688
 AW6688|---------------------------------------------------------------------|
 AW6688| PID    Reference Object                     Distance      Geod. Az  |
 AW6688|                                                           dddmmss.s |
 AW6688| AW6682 HOUSTON KKO 279 RAD MAST            APPROX. 1.9 KM 0543502.2 |
 AW6688| AW3237 WAYNE 2                              43.565 METERS 06504     |
 AW6688| AA8255 WAYNE UNDERGROUND                    40.788 METERS 10405     |
 AW6688| AW6661 HOUSTON DENVER HARBOR MUN TANK      APPROX. 3.5 KM 1350504.7 |
 AW6688| AW6697 HOUSTON 5TH AND WARD ST TANK        APPROX. 2.4 KM 2323613.9 |
 AW6688| AW6695 HOUSTON HUNT WESSON FOODS TANK      APPROX. 1.9 KM 2513637.2 |
 AW6688| AW6650 HOUSTON GARDEN CITY WATER TANK      291.562 METERS 25632     |
 AW6688| CV6901 WAYNE RM 6                           35.288 METERS 26119     |
 AW6688| AW6656 HOUSTON GOODWILL IND N TANK         APPROX. 1.7 KM 3004513.6 |
 AW6688| AW6691 HOUSTON KELLEY INCIN N STACK        APPROX. 1.5 KM 3205749.9 |
 AW6688| AW3239 WAYNE RM 7                           40.980 METERS 33541     |
 AW6688|---------------------------------------------------------------------|
 AW6688
 AW6688                          SUPERSEDED SURVEY CONTROL
 AW6688
 AW6688  NAD 83(1986)-  29 48 01.68552(N)    095 19 34.99382(W) AD(       ) 1
 AW6688  NAD 27      -  29 48 00.86985(N)    095 19 34.22146(W) AD(       ) 1
 AW6688  NGVD 29 (07/19/86)   15.9    (m)           52.     (f) VERT ANG       
 AW6688
 AW6688.Superseded values are not recommended for survey control.
 AW6688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6688.See file dsdata.txt to determine how the superseded data were derived.
 AW6688
 AW6688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7514698945(NAD 83)
 AW6688_MARKER: DS = TRIANGULATION STATION DISK
 AW6688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6688
 AW6688  HISTORY     - Date     Condition        Report By
 AW6688  HISTORY     - 1963     MONUMENTED       CGS
 AW6688  HISTORY     - 1968     GOOD             CGS
 AW6688  HISTORY     - 1972     GOOD             LOCENG
 AW6688
 AW6688                          STATION DESCRIPTION
 AW6688
 AW6688'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6688'THE STATION IS IN THE NORTHEAST PART OF HOUSTON, IN THE KASHMERE
 AW6688'GARDENS SUBDIVISION, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 AW6688'CAVALCADE AND WAYNE STREETS AND ON THE PROPERTY OF MR. KING LOU.
 AW6688'
 AW6688'THE STATION MARK IS A STANDARD DISK STAMPED WAYNE NO 5 1942 SET IN
 AW6688'THE TOP OF A 10 INCH BY 10 INCH CONCRETE POST THAT IS 6 INCHES BELOW
 AW6688'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 AW6688'STAMPED WAYNE NO 5 1942 SET IN AN IRREGULAR MASS OF CONCRETE THAT
 AW6688'IS 40 INCHES BELOW THE GROUND SURFACE.  THE MARK IS 66 FEET NORTH
 AW6688'OF THE CENTERLINE OF CAVALCADE STREET, 68 FEET WEST OF THE
 AW6688'SOUTHWEST CORNER OF KINGS GROCERY, 47.5 FEET SOUTHWEST OF THE
 AW6688'SOUTHWEST CORNER OF A GARAGE AND 38.2 FEET NORTHEAST OF A POWER
 AW6688'POLE.
 AW6688'
 AW6688'REFERENCE MARK 4 IS A STANDARD DISK STAMPED WAYNE 2 NO 4 1952 SET IN
 AW6688'THE TOP OF A 12 INCH BY 12 INCH CONCRETE POST THAT IS FLUSH WITH THE
 AW6688'GROUND.  THE MARK IS 30 FEET WEST OF A TELEPHONE POLE AND 138 FEET
 AW6688'WEST OF THE SOUTHWEST CORNER OF KINGS GROCERY.
 AW6688'
 AW6688'REFERENCE MARK 6 IS A STANDARD DISK STAMPED WAYNE NO 6 1942 SET IN
 AW6688'THE TOP OF A 12 INCH BY 12 INCH CONCRETE POST THAT IS FLUSH WITH THE
 AW6688'GROUND.  THE MARK IS 2.3 FEET SOUTH OF A POST, 49 FEET NORTH OF THE
 AW6688'CENTERLINE OF CAVALCADE STREET, 118.6 FEET EAST OF THE CENTERLINE
 AW6688'OF LOS ANGELES STREET, 81 FEET WEST OF A POWER POLE AND 51.3 FEET
 AW6688'WEST OF REFERENCE MARK 4.
 AW6688'
 AW6688'REFERENCE MARK 7 IS A STANDARD DISK STAMPED WAYNE NO 7 1942 SET IN
 AW6688'THE TOP OF A 12 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AW6688'THE MARK IS 30.7 FEET SOUTH OF A COTTONWOOD TREE, 36 FEET WEST OF A
 AW6688'COTTONWOOD TREE AND ON THE PROPERTY OF MR. FRED WHITE, AND 83 FEET
 AW6688'EAST OF THE SOUTHEAST CORNER OF A HOUSE.
 AW6688'
 AW6688'WAYNE 2 1952 IS A STANDARD DISK STAMPED WAYNE 2 1952 SET IN THE TOP
 AW6688'OF A 12 INCH BY 12 INCH CONCRETE POST THAT IS 4 INCHES BELOW THE
 AW6688'GROUND SURFACE.  THE MARK IS 141 FEET NORTH OF THE CENTERLINE OF
 AW6688'CAVALCADE STREET, 37 FEET WEST OF THE CENTERLINE OF WAYNE STREET,
 AW6688'26.4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 43 FEET
 AW6688'NORTHEAST OF THE NORTHEAST CORNER OF KINGS GROCERY AND 1.5 FEET
 AW6688'WEST-NORTHWEST OF THE NORTH ONE OF TWO MIMOSA TREES.
 AW6688'
 AW6688'WAYNE 1942 IS A STANDARD DISK STAMPED WAYNE 1942 SET IN AN
 AW6688'IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE GROUND
 AW6688'SURFACE.  THE MARK IS 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AW6688'KINGS GROCERY, 37 FEET WEST OF THE CENTERLINE OF WAYNE STREET,
 AW6688'31.3 FEET NORTH OF THE CENTERLINE OF CAVALCADE STREET AND 20 FEET
 AW6688'SOUTHWEST OF A POWER POLE.
 AW6688'
 AW6688'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WAYNE 2 1952 SET IN THE
 AW6688'TOP OF A 12 INCH BY 12 INCH CONCRETE POST THAT IS 2 INCHES BELOW THE
 AW6688'GROUND SURFACE.  THE MARK IS 4.5 FEET SOUTH OF A WITNESS POST, 3.5
 AW6688'FEET SOUTH OF A POWER POLE, 55.5 FEET SOUTH-SOUTHWEST OF THE
 AW6688'INTERSECTION OF CAVALCADE AND LEFFINGWELL STREETS, 29 FEET
 AW6688'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CHURCH.
 AW6688'
 AW6688'NOTE--THE TOWER COULD NOT BE ERECTED OVER WAYNE 2 1952 BECAUSE OF
 AW6688'A BUILDING.
 AW6688'THE TOWER COULD NOT BE ERECTED OVER WAYNE 1942 BECAUSE OF AN
 AW6688'OVERHEAD POWER LINE.
 AW6688'
 AW6688'NOTE--THE DISKS FOR THE SURFACE STATION MARK AND THE UNDERGROUND
 AW6688'STATION MARK AT WAYNE RM 5 ARE STANDARD REFERENCE MARK DISKS.
 AW6688'
 AW6688'HEIGHT OF LIGHT ABOVE STATION MARK 38.38 METERS.
 AW6688
 AW6688                          STATION RECOVERY (1968)
 AW6688
 AW6688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6688'TRAVERSE DISTANCE 1963 MEASUREMENTS.
 AW6688'
 AW6688'THE STATION MARK, AND ALL THE MARKS, WITH THE EXCEPTION OF R.M. 6
 AW6688'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY R.W.T. 1963.
 AW6688'A CAR WASH HAS BEEN BUILT IN THE AREA OF R.M. 6 AND THE AREA HAS
 AW6688'BEEN HARD SURFACED.
 AW6688'
 AW6688'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 AW6688
 AW6688                          STATION RECOVERY (1972)
 AW6688
 AW6688'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (GW)
 AW6688'RECOVERED BY TURNER COLLIE AND BRADEN ENG.
 AW6688'
 AW6688'WAYNE R.M. 5 1942-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3239 ***********************************************************************
 AW3239  DESIGNATION -  WAYNE RM 7
 AW3239  PID         -  AW3239
 AW3239  STATE/COUNTY-  TX/HARRIS
 AW3239  USGS QUAD   -  SETTEGAST (1995)
 AW3239
 AW3239                         *CURRENT SURVEY CONTROL
 AW3239  ___________________________________________________________________
 AW3239* NAD 83(1986)-  29 48 01.     (N)    095 19 33.     (W)     SCALED    
 AW3239* NAVD 88     -        14.51   (+/-2cm)      47.6    (feet)  VERTCON   
 AW3239  ___________________________________________________________________
 AW3239  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW3239
 AW3239  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3239
 AW3239.The horizontal coordinates were scaled from a topographic map and have
 AW3239.an estimated accuracy of +/- 6 seconds.
 AW3239
 AW3239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3239.The vertical order pertains to the NGVD 29 superseded value.
 AW3239
 AW3239.The geoid height was determined by GEOID03.
 AW3239
 AW3239;                    North         East    Units  Estimated Accuracy
 AW3239;SPC TXSC     - 4,223,570.      955,120.      MT  (+/- 180 meters Scaled)
 AW3239
 AW3239                          SUPERSEDED SURVEY CONTROL
 AW3239
 AW3239  NGVD 29 (??/??/92)   14.503  (m)           47.58   (f) ADJ UNCH    1 2
 AW3239
 AW3239.Superseded values are not recommended for survey control.
 AW3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3239.See file dsdata.txt to determine how the superseded data were derived.
 AW3239
 AW3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN751989(NAD 83)
 AW3239_MARKER: DR = REFERENCE MARK DISK
 AW3239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3239_STAMPING: WAYNE NO 7 1942
 AW3239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3239+STABILITY: SURFACE MOTION
 AW3239
 AW3239  HISTORY     - Date     Condition        Report By
 AW3239  HISTORY     - 1942     MONUMENTED       CGS
 AW3239  HISTORY     - 1963     GOOD             NGS
 AW3239  HISTORY     - 1968     GOOD             NGS
 AW3239  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW3239
 AW3239                          STATION DESCRIPTION
 AW3239
 AW3239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3239'5.0 MI NE FROM HOUSTON.
 AW3239'ABOUT 0.45 MILE NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE NEW
 AW3239'HARRIS COUNTY COURTHOUSE AT HOUSTON, THENCE 0.1 MILE NORTHEAST ALONG
 AW3239'ROTHWELL STREET, THENCE 0.45 MILE EAST ALONG NANCE AVENUE, THENCE 2.5
 AW3239'MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILWAY, THENCE 0.9
 AW3239'MILE NORTH ALONG LOCKWOOD DRIVE, THENCE 0.6 MILE WEST ALONG CAVALCADE
 AW3239'STREET, 189 FEET NORTH OF THE CENTER LINE OF THE STREET, 138 FEET
 AW3239'NORTH OF WAYNE 2 R.M. 4, 93 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AW3239'A FENCE CORNER IN A HURRICANE FENCE, 63 FEET EAST OF A 20-INCH WILLOW
 AW3239'TREE, 35 1/2 FEET WEST OF A 10-INCH MAPLE TREE, AND SET IN THE TOP OF
 AW3239'A CONCRETE POST FLUSH WITH THE GROUND.
 AW3239
 AW3239                          STATION RECOVERY (1968)
 AW3239
 AW3239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3239'RECOVERED IN GOOD CONDITION.
 AW3239
 AW3239                          STATION RECOVERY (2005)
 AW3239
 AW3239'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3239'DROP FROM LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8255 ***********************************************************************
 AA8255  DESIGNATION -  WAYNE UNDERGROUND
 AA8255  PID         -  AA8255
 AA8255  STATE/COUNTY-  TX/HARRIS
 AA8255  USGS QUAD   -  SETTEGAST (1995)
 AA8255
 AA8255                         *CURRENT SURVEY CONTROL
 AA8255  ___________________________________________________________________
 AA8255* NAD 83(1993)-  29 48 01.34848(N)    095 19 33.53968(W)     ADJUSTED  
 AA8255* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AA8255  ___________________________________________________________________
 AA8255  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AA8255  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AA8255
 AA8255  HORZ ORDER  -  FIRST
 AA8255
 AA8255.The horizontal coordinates were established by classical geodetic methods
 AA8255.and adjusted by the National Geodetic Survey in February 1996..
 AA8255
 AA8255.The orthometric height was scaled from a topographic map.
 AA8255
 AA8255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8255
 AA8255.The geoid height was determined by GEOID03.
 AA8255
 AA8255;                    North         East     Units Scale Factor Converg.
 AA8255;SPC TXSC     - 4,223,580.595   955,104.243   MT  0.99989613   +1 47 59.8
 AA8255;SPC TXSC     -13,856,864.00  3,133,537.84   sFT  0.99989613   +1 47 59.8
 AA8255;UTM  15      - 3,298,934.229   275,185.190   MT  1.00022363   -1 09 23.2
 AA8255
 AA8255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8255!SPC TXSC     -   1.00000225  x   0.99989613  =   0.99989838
 AA8255!UTM  15      -   1.00000225  x   1.00022363  =   1.00022588
 AA8255
 AA8255|---------------------------------------------------------------------|
 AA8255| PID    Reference Object                     Distance      Geod. Az  |
 AA8255|                                                           dddmmss.s |
 AA8255| AW3234 WAYNE RM 1                           31.613 METERS 00043     |
 AA8255| AW3236 WAYNE 2 RM 3                         20.376 METERS 07450     |
 AA8255| AW3232 WAYNE AZ                                           0910958.4 |
 AA8255| AW6650 HOUSTON GARDEN CITY WATER TANK      328.265 METERS 25950     |
 AA8255| AW3235 WAYNE RM 2                           22.475 METERS 26253     |
 AA8255| AW3240 WAYNE 2 AZ                                         2652238.1 |
 AA8255| AW6688 WAYNE RM 5                           40.788 METERS 28405     |
 AA8255| AW3237 WAYNE 2                              28.295 METERS 35953     |
 AA8255|---------------------------------------------------------------------|
 AA8255
 AA8255                          SUPERSEDED SURVEY CONTROL
 AA8255
 AA8255  NAD 83(1986)-  29 48 01.36317(N)    095 19 33.52124(W) AD(       ) 1
 AA8255
 AA8255.Superseded values are not recommended for survey control.
 AA8255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8255.See file dsdata.txt to determine how the superseded data were derived.
 AA8255
 AA8255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7518598934(NAD 83)
 AA8255_MARKER: DS = TRIANGULATION STATION DISK
 AA8255_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA8255_SP_SET: SET IN MASS OF CONCRETE
 AA8255_STAMPING: WAYNE 1942
 AA8255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8255+STABILITY: SURFACE MOTION
 AA8255
 AA8255  HISTORY     - Date     Condition        Report By
 AA8255  HISTORY     - 1952     MONUMENTED       CGS
 AA8255  HISTORY     - 1963     GOOD             CGS
 AA8255
 AA8255                          STATION DESCRIPTION
 AA8255
 AA8255'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AA8255'THE 1942 SURFACE STATION MARK WAS RECOVERED AND FOUND
 AA8255'LAYING ON TOP OF THE GROUND.  THE 1942 UNDERGROUND STATION MARK
 AA8255'WAS RECOVERED AND FROM ALL INDICATIONS IT HAS NOT BEEN
 AA8255'DISTURBED AND IS IN GOOD CONDITION.
 AA8255'
 AA8255'THE 1942 REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED
 AA8255'AND FOUND IN GOOD CONDITION BUT WERE DESTROYED.
 AA8255'
 AA8255'THE 1942 REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT COULD NOT BE
 AA8255'FOUND AND IS THOUGHT TO BE DESTROYED BY STREET CONSTRUCTION.
 AA8255'
 AA8255'A DISTANCE WAS MEASURED AND DIRECTION TAKEN TO THE UNDERGROUND
 AA8255'STATION MARK WAYNE 1942 FROM WAYNE 2 1952.
 AA8255'
 AA8255'FOLLOWING ARE MEASUREMENTS TO LOCATE THE 1942 UNDERGROUND STATION
 AA8255'MARK.
 AA8255'
 AA8255'IT IS 40.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HUBBARD
 AA8255'STORE, 37.0 FEET WEST OF THE CENTER OF WAYNE STREET, 31.3 FEET
 AA8255'NORTH OF THE CENTER OF CAVALCADE STREET AND 20.0 FEET SOUTHWEST
 AA8255'OF A POWERLINE AND TELEPHONE POLE.  IT IS ABOUT 3.0 FEET BELOW
 AA8255'THE SURFACE OF THE GROUND AND IS STAMPED WAYNE 1942.
 AA8255'
 AA8255'THE STATION IS ABOUT 3.5 MILES NORTHEAST OF THE CENTER OF HOUSTON
 AA8255'IN THE KASHMERE GARDENS SUBDIVISION IN THE NORTHWEST ANGLE OF
 AA8255'THE INTERSECTION OF WAYNE STREET AND CAVALCADE STREET, TWO
 AA8255'BLOCKS EAST OF THE HOUSTON, KASHMERE GARDENS MUNICIPAL WATER
 AA8255'TANK.
 AA8255
 AA8255                          STATION RECOVERY (1963)
 AA8255
 AA8255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AA8255'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE CENTER
 AA8255'OF HOUSTON, IN THE KASHMERE GARDENS SUBDIVISION IN THE NORTHWEST
 AA8255'ANGLE OF THE INTERSECTION OF CAVALCADE AND WAYNE STREET.  THE
 AA8255'TOWER COULD NOT BE BUILT OVER THE STATION MARK DUE TO POWER
 AA8255'LINE.  REFERENCE MARK 5 WAS ESTABLISHED AN USED AS NEW STATION.
 AA8255'
 AA8255'STATION MARK, IS THE SUB SURFACE MARK SET IN CONCRETE ABOUT 36
 AA8255'INCHES BELOW THE SURFACE OF THE GROUND AND STAMPED WAYNE 1942.
 AA8255'THE MARK IS 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AA8255'STORE, 37 FEET WEST OF THE CENTER OF WAYNE STREET, 31.3 FEET
 AA8255'NORTH OF THE CENTER OF CAVALCADE STREET AND 20 FEET SOUTHWEST
 AA8255'OF A POWER POLE.
 AA8255'
 AA8255'STATION MARK, A STANDARD STATION DISK SET IN THE TOP OF A 12
 AA8255'INCH SQUARE CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW THE
 AA8255'SURFACE OF THE GROUND AND STAMPED WAYNE 2 1952.  THE MARK IS
 AA8255'141 FEET NORTH OF THE CENTER OF CAVALCADE STREET, 37 FEET WEST
 AA8255'OF THE CENTER OF WAYNE STREET, 26.4 FEET SOUTHEAST OF THE
 AA8255'NORTHEAST CORNER OF THE HOUSE, 43 FEET NORTHEAST OF THE
 AA8255'NORTHEAST CORNER OF THE STORE AND 1.5 FEET WEST-NORTHWEST OF
 AA8255'NORTH ONE OF TWO MIMOSA TREES.
 AA8255'
 AA8255'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 AA8255'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES AND
 AA8255'STAMPED WAYNE 2 NO 3 1952.  THE MARK IS 28 FEET EAST OF THE
 AA8255'CENTER OF WAYNE STREET, 48 FEET NORTH OF THE CENTER OF CAVALCADE
 AA8255'STREET AND 1 FOOT NORTHWEST OF A POWER POLE.
 AA8255'
 AA8255'REFERENCE MARK 5, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 AA8255'12 INCH SQUARE CONCRETE POST WHICH IS ABOUT 6 INCHES BELOW THE
 AA8255'SURFACE OF THE GROUND AND HAS A SUB SURFACE MARK AND STAMPED
 AA8255'WAYNE NO 5 1942.  THE MARK IS 66 FEET NORTH OF THE CENTER OF
 AA8255'CAVALCADE STREET, 68 FEET WEST OF KING LOUS STORE, 47.5 FEET
 AA8255'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE AND 38.2 FEET
 AA8255'NORTHEAST OF A POWER POLE.
 AA8255'
 AA8255'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 AA8255'12 INCH SQUARE CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE
 AA8255'SURFACE OF THE GROUND AND STAMPED WAYNE 2 1952.  THE MARK IS
 AA8255'4.5 FEET SOUTH OF THE WITNESS POST, 3.5 FEET SOUTH OF A POWER
 AA8255'POLE, 55.5 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF CAVALCADE
 AA8255'AND LEFFINGWELL STREETS, 29 FEET NORTH-NORTHEAST OF THE
 AA8255'NORTHEAST CORNER OF THE CHURCH AND 37 PACES NORTHWEST OF THE
 AA8255'NORTHWEST LEG OF THE WATER TANK.
 AA8255'
 AA8255'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0889 ***********************************************************************
 EN0889  DESIGNATION -  WAYSIDE ATT MICRO RELAY MST
 EN0889  PID         -  EN0889
 EN0889  STATE/COUNTY-  TX/ARMSTRONG
 EN0889  USGS QUAD   -  WAYSIDE (1984)
 EN0889
 EN0889                         *CURRENT SURVEY CONTROL
 EN0889  ___________________________________________________________________
 EN0889* NAD 83(1993)-  34 49 22.19334(N)    101 33 49.76660(W)     ADJUSTED  
 EN0889* NAVD 88     -                                                        
 EN0889  ___________________________________________________________________
 EN0889  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 EN0889  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EN0889
 EN0889  HORZ ORDER  -  THIRD
 EN0889
 EN0889.The horizontal coordinates were established by classical geodetic methods
 EN0889.and adjusted by the National Geodetic Survey in February 1996..
 EN0889
 EN0889
 EN0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0889
 EN0889.The geoid height was determined by GEOID03.
 EN0889
 EN0889;                    North         East     Units Scale Factor Converg.
 EN0889;SPC TX N     - 1,091,285.053   194,161.297   MT  0.99996443   -0 02 13.2
 EN0889;SPC TX N     - 3,580,324.38    637,010.86   sFT  0.99996443   -0 02 13.2
 EN0889;UTM  14      - 3,856,393.040   265,516.227   MT  1.00027772   -1 27 53.0
 EN0889
 EN0889                          SUPERSEDED SURVEY CONTROL
 EN0889
 EN0889  NAD 83(1993)-  34 49 22.19855(N)    101 33 49.76147(W) AD(       ) 4
 EN0889  NAD 83(1986)-  34 49 22.19997(N)    101 33 49.75847(W) AD(       ) 4
 EN0889  NAD 27      -  34 49 21.99758(N)    101 33 48.12445(W) AD(       ) 3
 EN0889
 EN0889.Superseded values are not recommended for survey control.
 EN0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0889.See file dsdata.txt to determine how the superseded data were derived.
 EN0889
 EN0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6551656393(NAD 83)
 EN0889_MARKER: 44 = MICROWAVE MAST
 EN0889
 EN0889  HISTORY     - Date     Condition        Report By
 EN0889  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0889
 EN0889                          STATION DESCRIPTION
 EN0889
 EN0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0889'THE STATION IS THE CENTER OF THE TOP OF A 310 FOOT HIGH STEEL MAST,
 EN0889'LOCATED ABOUT 2-1/2 MILES NORTHWEST OF WAYSIDE, 0.3 MILE WEST OF A
 EN0889'FARM HOUSE, 1 MILE WEST OF A T-JUNCTION OF GRAVELED ROADS AND ABOUT
 EN0889'200 FEET NORTH OF AN EAST-WEST GRAVELED ROAD.  THE MAST IS OWNED
 EN0889'BY THE AMERICAN TELEPHONE AND TELEGRAPH CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0352 ***********************************************************************
 BY0352  DESIGNATION -  WC 1
 BY0352  PID         -  BY0352
 BY0352  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0352  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0352
 BY0352                         *CURRENT SURVEY CONTROL
 BY0352  ___________________________________________________________________
 BY0352* NAD 83(1986)-  31 24 49.     (N)    094 17 26.     (W)     SCALED    
 BY0352* NAVD 88     -        70.78   (+/-2cm)     232.2    (feet)  VERTCON   
 BY0352  ___________________________________________________________________
 BY0352  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0352
 BY0352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0352
 BY0352.The horizontal coordinates were scaled from a topographic map and have
 BY0352.an estimated accuracy of +/- 6 seconds.
 BY0352
 BY0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0352.The vertical order pertains to the NGVD 29 superseded value.
 BY0352
 BY0352.The geoid height was determined by GEOID03.
 BY0352
 BY0352;                    North         East    Units  Estimated Accuracy
 BY0352;SPC TX C     - 3,209,260.    1,274,270.      MT  (+/- 180 meters Scaled)
 BY0352
 BY0352                          SUPERSEDED SURVEY CONTROL
 BY0352
 BY0352  NGVD 29 (??/??/92)   70.816  (m)          232.34   (f) ADJ UNCH    2 0
 BY0352
 BY0352.Superseded values are not recommended for survey control.
 BY0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0352.See file dsdata.txt to determine how the superseded data were derived.
 BY0352
 BY0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ773761(NAD 83)
 BY0352_MARKER: DD = SURVEY DISK
 BY0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0352_STAMPING: W C 1
 BY0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0352+STABILITY: SURFACE MOTION
 BY0352
 BY0352  HISTORY     - Date     Condition        Report By
 BY0352  HISTORY     - UNK      MONUMENTED       DOD
 BY0352  HISTORY     - 1949     GOOD             NGS
 BY0352  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0352
 BY0352                          STATION DESCRIPTION
 BY0352
 BY0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0352'8.85 MI SE FROM CHIRENO.
 BY0352'4.75 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE METHODIST CHURCH AT
 BY0352'CHIRENO, THENCE 2.55 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0352'1.55 MILES EAST ALONG A GRADED DIRT ROAD, 0.25 MILE WEST OF A ROAD
 BY0352'INTERSECTION, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET
 BY0352'SOUTH OF A FENCE, 1.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BY0352'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY0352
 BY0352                          STATION RECOVERY (1998)
 BY0352
 BY0352'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0348 ***********************************************************************
 BY0348  DESIGNATION -  WC 25
 BY0348  PID         -  BY0348
 BY0348  STATE/COUNTY-  TX/NACOGDOCHES
 BY0348  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0348
 BY0348                         *CURRENT SURVEY CONTROL
 BY0348  ___________________________________________________________________
 BY0348* NAD 83(1986)-  31 25 55.     (N)    094 20 02.     (W)     SCALED    
 BY0348* NAVD 88     -        78.74   (+/-2cm)     258.3    (feet)  VERTCON   
 BY0348  ___________________________________________________________________
 BY0348  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BY0348
 BY0348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0348
 BY0348.The horizontal coordinates were scaled from a topographic map and have
 BY0348.an estimated accuracy of +/- 6 seconds.
 BY0348
 BY0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0348.The vertical order pertains to the NGVD 29 superseded value.
 BY0348
 BY0348.The geoid height was determined by GEOID03.
 BY0348
 BY0348;                    North         East    Units  Estimated Accuracy
 BY0348;SPC TX C     - 3,211,070.    1,270,050.      MT  (+/- 180 meters Scaled)
 BY0348
 BY0348                          SUPERSEDED SURVEY CONTROL
 BY0348
 BY0348  NGVD 29 (??/??/92)   78.775  (m)          258.45   (f) ADJ UNCH    2 0
 BY0348
 BY0348.Superseded values are not recommended for survey control.
 BY0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0348.See file dsdata.txt to determine how the superseded data were derived.
 BY0348
 BY0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ732782(NAD 83)
 BY0348_MARKER: DD = SURVEY DISK
 BY0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0348_STAMPING: W C 2 W C 25
 BY0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0348+STABILITY: SURFACE MOTION
 BY0348
 BY0348  HISTORY     - Date     Condition        Report By
 BY0348  HISTORY     - UNK      MONUMENTED       DOD
 BY0348  HISTORY     - 1949     GOOD             NGS
 BY0348  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0348
 BY0348                          STATION DESCRIPTION
 BY0348
 BY0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0348'5.20 MI SE FROM CHIRENO.
 BY0348'4.75 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE METHODIST CHURCH AT
 BY0348'CHIRENO, THENCE 0.45 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, AT THE
 BY0348'FARM HOME OF F.J. GARTMAN, AT THE WEST CORNER OF THE FRONT YARD FENCE,
 BY0348'44.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 36.0 FEET
 BY0348'SOUTHEAST OF A 16-INCH GUM TREE, 26.0 FEET SOUTHWEST OF THE WEST
 BY0348'CORNER OF THE HOUSE, 1.4 FEET NORTHWEST OF A REFERENCE POST, AND SET
 BY0348'IN THE TOP OF A CONCRETE POST FLUSH WITH THE TOP OF THE GROUND.
 BY0348
 BY0348                          STATION RECOVERY (1998)
 BY0348
 BY0348'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6953 ***********************************************************************
 AJ6953  DESIGNATION -  WC07
 AJ6953  PID         -  AJ6953
 AJ6953  STATE/COUNTY-  TX/BLANCO
 AJ6953  USGS QUAD   -  HENLY (1986)
 AJ6953
 AJ6953                         *CURRENT SURVEY CONTROL
 AJ6953  ___________________________________________________________________
 AJ6953* NAD 83(1993)-  30 11 43.41559(N)    098 14 49.32469(W)     ADJUSTED  
 AJ6953* NAVD 88     -       398.6    (meters)    1308.     (feet)  GPS OBS   
 AJ6953  ___________________________________________________________________
 AJ6953  X           -    -791,469.206 (meters)                     COMP
 AJ6953  Y           -  -5,460,658.239 (meters)                     COMP
 AJ6953  Z           -   3,189,301.646 (meters)                     COMP
 AJ6953  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 AJ6953  ELLIP HEIGHT-         374.16  (meters)          (01/07/02) GPS OBS
 AJ6953  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AJ6953
 AJ6953  HORZ ORDER  -  B
 AJ6953  ELLP ORDER  -  FOURTH    CLASS I
 AJ6953
 AJ6953.The horizontal coordinates were established by GPS observations
 AJ6953.and adjusted by the LOWER COLORADO RIVER AUTHORITY in January 2002..
 AJ6953
 AJ6953.The orthometric height was determined by GPS observations and a
 AJ6953.high-resolution geoid model.
 AJ6953
 AJ6953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6953
 AJ6953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6953
 AJ6953.The ellipsoidal height was determined by GPS observations
 AJ6953.and is referenced to NAD 83.
 AJ6953
 AJ6953.The geoid height was determined by GEOID03.
 AJ6953
 AJ6953;                    North         East     Units Scale Factor Converg.
 AJ6953;SPC TX C     - 3,060,497.284   900,887.872   MT  0.99997992   +1 04 28.4
 AJ6953;SPC TX C     -10,040,981.51  2,955,662.96   sFT  0.99997992   +1 04 28.4
 AJ6953;UTM  14      - 3,340,676.369   572,480.117   MT  0.99966481   +0 22 43.4
 AJ6953
 AJ6953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6953!SPC TX C     -   0.99994124  x   0.99997992  =   0.99992116
 AJ6953!UTM  14      -   0.99994124  x   0.99966481  =   0.99960607
 AJ6953
 AJ6953                          SUPERSEDED SURVEY CONTROL
 AJ6953
 AJ6953.No superseded survey control is available for this station.
 AJ6953
 AJ6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7248040676(NAD 83)
 AJ6953_MARKER: DD = SURVEY DISK
 AJ6953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6953_STAMPING: WC07
 AJ6953_MARK LOGO: SWTXSU
 AJ6953_PROJECTION: FLUSH
 AJ6953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ6953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6953+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1999
 AJ6953
 AJ6953  HISTORY     - Date     Condition        Report By
 AJ6953  HISTORY     - 19991111 MONUMENTED       SWTXSU
 AJ6953  HISTORY     - 20060130 GOOD             USPSQD
 AJ6953
 AJ6953                          STATION DESCRIPTION
 AJ6953
 AJ6953'DESCRIBED BY SOUTHWEST TEXAS STATE UNIVERSITY 1999 (TLN)
 AJ6953'DESCRIBED BY TERRY L. NYGAARD - LOWER COLORADO RIVER AUTHORITY
 AJ6953'STATION IS A 3 INCH ALUMINUM DISC SET IN A CIRCULAR MASS OF
 AJ6953'CONCRETE. MONUMENT IS DUG 22 INCHES DEEP UNTIL SOLID ROCK
 AJ6953'ENCOUNTERED.  STATION DISC IS STAMPED LOWER COLORADO RIVER
 AJ6953'AUTHORITY WITH WC07 STAMPED IN CENTER OF DISC.
 AJ6953' 
 AJ6953'FROM THE OLD GAS STATION AT HENLY, GO WEST ON HWY. 290, AT 1.5
 AJ6953'MILES PASS THE HAYS/BLANCO COUNTY LINE, CONTINUING A TOTAL
 AJ6953'DISTANCE OF 2.1 MILES TO A PAVED DRIVEWAY ON THE RIGHT. TURN ONTO
 AJ6953'PAVED DRIVEWAY AND GO ABOUT 60 FEET (18.3M) TO STATION ON LEFT 5.0
 AJ6953'FEET (1.5M) FROM EDGE OF PAVEMENT, WHICH IS ON THE WESTERN SIDE OF
 AJ6953'PAVED DRIVEWAY. STATION IS ALSO, 5.5 FEET (1.7M) SOUTH OF THE HWY.
 AJ6953'290 RIGHT-OF-WAY FENCE. PAVED DRIVEWAY TERMINATES AT LOCKED 1
 AJ6953'INCH PIPE AND WIRE MESH GATE. STATION MARK IS A CONCRETE
 AJ6953'MONUMENT AND 3 INCH ALUMINUM DISK STAMPED WC07. STATION IS
 AJ6953'LOCATED IN FRONT OF FRED NOLAN PROPERTY.  STATION MARK IS LOCATED
 AJ6953'WITHIN TEXAS DEPARTMENT OF TRANSPORTATION HIGHWAY
 AJ6953'RIGHT-OF-WAY.
 AJ6953' 
 AJ6953'NO REFERENCE MARKS SET.
 AJ6953' 
 AJ6953'
 AJ6953
 AJ6953                          STATION RECOVERY (2006)
 AJ6953
 AJ6953'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AJ6953'MARK IS 6 FEET SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2819 ***********************************************************************
 AB2819  PACS        -  This is a Primary Airport Control Station.
 AB2819  DESIGNATION -  WEA A
 AB2819  PID         -  AB2819
 AB2819  STATE/COUNTY-  TX/PARKER
 AB2819  USGS QUAD   -  ANNETA (1979)
 AB2819
 AB2819                         *CURRENT SURVEY CONTROL
 AB2819  ___________________________________________________________________
 AB2819* NAD 83(1993)-  32 44 36.92935(N)    097 40 57.52451(W)     ADJUSTED  
 AB2819* NAVD 88     -       300.99   (meters)     987.5    (feet)  GPS OBS   
 AB2819  ___________________________________________________________________
 AB2819  X           -    -717,912.395 (meters)                     COMP
 AB2819  Y           -  -5,321,934.342 (meters)                     COMP
 AB2819  Z           -   3,430,222.827 (meters)                     COMP
 AB2819  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 AB2819  ELLIP HEIGHT-         272.55  (meters)          (10/24/00) GPS OBS
 AB2819  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AB2819
 AB2819  HORZ ORDER  -  B
 AB2819  ELLP ORDER  -  FOURTH    CLASS II
 AB2819
 AB2819.This mark is at Parker Co (WEA) Airport (WEA)
 AB2819
 AB2819.The horizontal coordinates were established by GPS observations
 AB2819.and adjusted by the National Geodetic Survey in February 1996..
 AB2819
 AB2819.The orthometric height was determined by GPS observations and a
 AB2819.high-resolution geoid model.
 AB2819
 AB2819.GPS derived orthometric heights for airport stations designated as
 AB2819.PACS or SACS are published to 2 decimal places.  This maintains
 AB2819.centimeter relative accuracy between the PACS and SACS.  It does
 AB2819.not indicate centimeter accuracy relative to other marks which are
 AB2819.part of the NAVD 88 network.
 AB2819
 AB2819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2819
 AB2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2819
 AB2819.The ellipsoidal height was determined by GPS observations
 AB2819.and is referenced to NAD 83.
 AB2819
 AB2819.The geoid height was determined by GEOID03.
 AB2819
 AB2819;                    North         East     Units Scale Factor Converg.
 AB2819;SPC TXNC     - 2,119,718.066   676,595.132   MT  0.99988699   +0 26 44.8
 AB2819;SPC TXNC     - 6,954,441.69  2,219,795.86   sFT  0.99988699   +0 26 44.8
 AB2819;UTM  14      - 3,623,629.571   623,421.019   MT  0.99978783   +0 42 45.4
 AB2819
 AB2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2819!SPC TXNC     -   0.99995721  x   0.99988699  =   0.99984420
 AB2819!UTM  14      -   0.99995721  x   0.99978783  =   0.99974505
 AB2819
 AB2819|---------------------------------------------------------------------|
 AB2819| PID    Reference Object                     Distance      Geod. Az  |
 AB2819|                                                           dddmmss.s |
 AB2819| CS3206 PARKPORT AZ MK                      395.581 METERS 00624     |
 AB2819|---------------------------------------------------------------------|
 AB2819
 AB2819                          SUPERSEDED SURVEY CONTROL
 AB2819
 AB2819  ELLIP H (02/20/96)  272.63   (m)                       GP(       ) 1 1
 AB2819
 AB2819.Superseded values are not recommended for survey control.
 AB2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2819.See file dsdata.txt to determine how the superseded data were derived.
 AB2819
 AB2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2342123630(NAD 83)
 AB2819_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2819_STAMPING: WEA A 1995
 AB2819_MARK LOGO: NGS   
 AB2819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2819+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 AB2819
 AB2819  HISTORY     - Date     Condition        Report By
 AB2819  HISTORY     - 1995     MONUMENTED       NGS
 AB2819  HISTORY     - 20041023 GOOD             USPSQD
 AB2819  HISTORY     - 20051029 GOOD             USPSQD
 AB2819
 AB2819                          STATION DESCRIPTION
 AB2819
 AB2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2819'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) EAST OF WEATHERFORD,TX AT
 AB2819'THE PARKER COUNTY AIRPORT.  OWNERSHIP MRS.  E.D.BURKHALTER,C/O KELLY
 AB2819'BARNETT, 5440 DURHAM ROAD, FORT WORTH,TX 76114 TELEPHONE 817 599 7772
 AB2819'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND FARM ROAD
 AB2819'5 (WILLOW SPRINGS ROAD) (EXIT 415) ,ABOUT 11 KM (6.85 MI) EAST OF
 AB2819'WEATHERFORD,TX.  GO WEST ON THE FRONTANGE ROAD,ON THE SOUTH SIDE OF I
 AB2819'20, FOR .8 KM (0.50 MI) TO THE ENTRANCE ROAD TO THE AIRPORT ON THE
 AB2819'LEFT.  TURN LEFT AND GO SOUTH ON THE ENTRANCE ROAD FOR .1 KM, (0.05
 AB2819'MI) TURN RIGHT BETWEEN THE TWO HANGERS FOR .1 KM (0.05 MI) TO THE
 AB2819'TAXIWAY.  TURN LEFT ON THE TAXIWAY FOR .4 MI (0.6 KM) TO THE STATION
 AB2819'ON THE RIGHT.  THE STATION IS 16.4 M (53.8 FT) SOUTH/SOUTHEAST OF A
 AB2819'RUNWAY LIGHT,16.1 M WEST OF THE CENTERLINE OF RUNWAY,.6 M EAST OF
 AB2819'FIBERGLASS WITNESS POST.THE STATION IS BRASS DISK SET IN A CONCRETE
 AB2819'POST.
 AB2819
 AB2819                          STATION RECOVERY (2004)
 AB2819
 AB2819'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMF)
 AB2819'RECOVERED IN GOOD CONDITION.
 AB2819
 AB2819                          STATION RECOVERY (2005)
 AB2819
 AB2819'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 AB2819'OWNER IS KELLY BARNETT, ADDRESS OF AIRPORT IS 3816 E. I 20 HUDSON
 AB2819'OAK,(WEATHERFORD) TX 76087  MANAGER IS BARBARA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0587 ***********************************************************************
 DP0587  DESIGNATION -  WEAKS
 DP0587  PID         -  DP0587
 DP0587  STATE/COUNTY-  TX/DICKENS
 DP0587  USGS QUAD   -  MC ADOO (1966)
 DP0587
 DP0587                         *CURRENT SURVEY CONTROL
 DP0587  ___________________________________________________________________
 DP0587* NAD 83(1993)-  33 37 48.29915(N)    101 02 17.39925(W)     ADJUSTED  
 DP0587* NAVD 88     -       887.     (meters)    2910.     (feet)  SCALED    
 DP0587  ___________________________________________________________________
 DP0587  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DP0587  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DP0587
 DP0587  HORZ ORDER  -  FIRST
 DP0587
 DP0587.The horizontal coordinates were established by classical geodetic methods
 DP0587.and adjusted by the National Geodetic Survey in February 1996..
 DP0587
 DP0587.The orthometric height was scaled from a topographic map.
 DP0587
 DP0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0587
 DP0587.The geoid height was determined by GEOID03.
 DP0587
 DP0587;                    North         East     Units Scale Factor Converg.
 DP0587;SPC TXNC     - 2,220,572.204   364,541.430   MT  0.99992346   -1 23 03.5
 DP0587;SPC TXNC     - 7,285,327.31  1,195,999.67   sFT  0.99992346   -1 23 03.5
 DP0587;UTM  14      - 3,723,004.264   310,952.261   MT  1.00004062   -1 07 44.9
 DP0587
 DP0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0587!SPC TXNC     -   0.99986477  x   0.99992346  =   0.99978824
 DP0587!UTM  14      -   0.99986477  x   1.00004062  =   0.99990538
 DP0587
 DP0587|---------------------------------------------------------------------|
 DP0587| PID    Reference Object                     Distance      Geod. Az  |
 DP0587|                                                           dddmmss.s |
 DP0587| CJ9260 WEAKS RM 1                           18.087 METERS 12240     |
 DP0587| CJ9261 WEAKS RM 2                           18.904 METERS 23953     |
 DP0587| DP0598 CROSBYTON BUNGE CORP ELEVATOR       APPROX.18.3 KM 2805651.4 |
 DP0587| CJ9259 WEAKS AZ MK                                        3264653.8 |
 DP0587|---------------------------------------------------------------------|
 DP0587
 DP0587                          SUPERSEDED SURVEY CONTROL
 DP0587
 DP0587  NAD 83(1993)-  33 37 48.30340(N)    101 02 17.39679(W) AD(       ) 1
 DP0587  NAD 83(1986)-  33 37 48.30462(N)    101 02 17.39196(W) AD(       ) 1
 DP0587  NAD 27      -  33 37 47.99323(N)    101 02 15.88031(W) AD(       ) 1
 DP0587
 DP0587.Superseded values are not recommended for survey control.
 DP0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0587.See file dsdata.txt to determine how the superseded data were derived.
 DP0587
 DP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1095223004(NAD 83)
 DP0587_MARKER: DS = TRIANGULATION STATION DISK
 DP0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0587
 DP0587  HISTORY     - Date     Condition        Report By
 DP0587  HISTORY     - 1968     MONUMENTED       CGS
 DP0587
 DP0587                          STATION DESCRIPTION
 DP0587
 DP0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0587'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF SPUR, 11-1/2
 DP0587'MILES EAST-SOUTHEAST OF CROSBYTON, 11 MILES WEST OF DICKENS
 DP0587'AND 4 MILES SOUTH OF U.S. HIGHWAY 82.
 DP0587'
 DP0587'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FARM ROAD
 DP0587'651 IN CROSBYTON, GO EAST ON U.S. HIGHWAY 82 FOR 10 MILES
 DP0587'TO JUNCTION WITH FARM ROAD 836, TURN RIGHT AND GO SOUTHERLY
 DP0587'ON FARM ROAD 836 FOR 4.2 MILES TO AZIMUTH MARK ON LEFT,
 DP0587'CONTINUE FOR 0.3 MILE TO A WIRE GATE AND STATION ON LEFT.
 DP0587'
 DP0587'STATION MARK, A STANDARD DISK STAMPED WEAKS 1968, IS SET IN THE
 DP0587'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  THE
 DP0587'MARK IS 115 FEET EAST OF THE CENTER OF FARM ROAD 836,
 DP0587'112 FEET SOUTHEAST OF A POWER LINE POLE, 70.5 FEET EAST OF
 DP0587'THE NORTH GATE POST, 63 FEET NORTH OF FENCE AND 62 FEET
 DP0587'EAST-NORTHEAST OF FENCE CORNER.
 DP0587'
 DP0587'REFERENCE MARK 1, A STANDARD DISK STAMPED WEAKS NO 1 1968,
 DP0587'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 DP0587'INCHES.  THE MARK IS 102.3 FEET EAST OF FENCE CORNER AND 1
 DP0587'FOOT NORTH OF FENCE.
 DP0587'
 DP0587'REFERENCE MARK 2, A STANDARD DISK STAMPED WEAKS NO 2 1968,
 DP0587'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 DP0587'INCHES.  THE MARK 53 FEET EAST OF CENTER OF ROAD, 19.5 FEET
 DP0587'SOUTHEAST OF THE NORTH GATE POST 2.5 FEET NORTHWEST OF FENCE
 DP0587'CORNER AND 1 FOOT NORTH OF FENCE.
 DP0587'
 DP0587'AZIMUTH MARK, A STANDARD DISK STAMPED WEAKS 1968, IS SET IN THE
 DP0587'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  THE
 DP0587'MARK IS 47 FEET EAST OF THE CENTER OF FARM ROAD 836, 3.5 FEET WEST
 DP0587'OF A POWER LINE POLE AND 1 FOOT WEST OF FENCE.
 DP0587'
 DP0587'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1393 ***********************************************************************
 BZ1393  DESIGNATION -  WEALTHY
 BZ1393  PID         -  BZ1393
 BZ1393  STATE/COUNTY-  TX/LEON
 BZ1393  USGS QUAD   -  HILLTOP LAKES (1982)
 BZ1393
 BZ1393                         *CURRENT SURVEY CONTROL
 BZ1393  ___________________________________________________________________
 BZ1393* NAD 83(1993)-  31 05 25.96590(N)    096 13 35.61651(W)     ADJUSTED  
 BZ1393* NAVD 88     -       155.09   (+/-2cm)     508.8    (feet)  VERTCON   
 BZ1393  ___________________________________________________________________
 BZ1393  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BZ1393  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BZ1393
 BZ1393  HORZ ORDER  -  FIRST
 BZ1393  VERT ORDER  -  THIRD ? (See Below)
 BZ1393
 BZ1393.The horizontal coordinates were established by classical geodetic methods
 BZ1393.and adjusted by the National Geodetic Survey in February 1996..
 BZ1393
 BZ1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1393.The vertical order pertains to the NGVD 29 superseded value.
 BZ1393
 BZ1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1393
 BZ1393.The geoid height was determined by GEOID03.
 BZ1393
 BZ1393;                    North         East     Units Scale Factor Converg.
 BZ1393;SPC TX C     - 3,165,075.592 1,091,708.402   MT  0.99988295   +2 06 54.8
 BZ1393;SPC TX C     -10,384,085.50  3,581,713.32   sFT  0.99988295   +2 06 54.8
 BZ1393;UTM  14      - 3,442,944.997   764,567.445   MT  1.00046349   +1 25 58.9
 BZ1393
 BZ1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1393!SPC TX C     -   0.99997976  x   0.99988295  =   0.99986271
 BZ1393!UTM  14      -   0.99997976  x   1.00046349  =   1.00044324
 BZ1393
 BZ1393:                Primary Azimuth Mark                     Grid Az
 BZ1393:SPC TX C     -  NORMANGEE MUNICIPAL TANK                 120 06 02.5
 BZ1393:UTM  14      -  NORMANGEE MUNICIPAL TANK                 120 46 58.4
 BZ1393
 BZ1393|---------------------------------------------------------------------|
 BZ1393| PID    Reference Object                     Distance      Geod. Az  |
 BZ1393|                                                           dddmmss.s |
 BZ1393| BZ1392 NORMANGEE MUNICIPAL TANK            APPROX.12.5 KM 1221257.3 |
 BZ1393| CV8587 WEALTHY AZ MK                                      1621937.9 |
 BZ1393| CV8588 WEALTHY RM 1                         24.036 METERS 20028     |
 BZ1393| CV8589 WEALTHY RM 2                         20.235 METERS 29721     |
 BZ1393|---------------------------------------------------------------------|
 BZ1393
 BZ1393                          SUPERSEDED SURVEY CONTROL
 BZ1393
 BZ1393  NAD 83(1986)-  31 05 25.97996(N)    096 13 35.59673(W) AD(       ) 1
 BZ1393  NAD 27      -  31 05 25.31900(N)    096 13 34.73600(W) AD(       ) 1
 BZ1393  NGVD 29 (07/19/86)  155.06   (m)          508.7    (f) LEVELING    3  
 BZ1393
 BZ1393.Superseded values are not recommended for survey control.
 BZ1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1393.See file dsdata.txt to determine how the superseded data were derived.
 BZ1393
 BZ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV6456742945(NAD 83)
 BZ1393_MARKER: DS = TRIANGULATION STATION DISK
 BZ1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1393
 BZ1393  HISTORY     - Date     Condition        Report By
 BZ1393  HISTORY     - 1943     MONUMENTED       CGS
 BZ1393  HISTORY     - 1951     GOOD             CGS
 BZ1393  HISTORY     - 20060419 POOR             JAC
 BZ1393
 BZ1393                          STATION DESCRIPTION
 BZ1393
 BZ1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1393'STATION IS LOCATED ABOUT 9 MILES NW OF NORMANGEE AND ABOUT 3
 BZ1393'MILES E OF THE NAVASOTA RIVER ON A HEAVILY TIMBERED, SANDY
 BZ1393'RIDGE.  IT IS 33 FEET E OF A TRIANGULAR-BLAZED 10-INCH OAK
 BZ1393'TREE, 30 FEET N OF A TRIANGULAR-BLAZED 18-INCH OAK TREE AND
 BZ1393'15 FEET NE OF THE CENTER LINE OF A TRACK ROAD.  IT IS STAMPED
 BZ1393'WEALTHY 1943 AND PROJECTS 8 INCHES.
 BZ1393'
 BZ1393'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1393'DISKS SET IN CONCRETE.
 BZ1393'
 BZ1393'REFERENCE MARK NO. 1 IS SW OF THE STATION AND 53 FEET W OF
 BZ1393'THE CENTER LINE OF THE TRACK ROAD.  IT IS STAMPED WEALTHY
 BZ1393'NO. 1 1943 AND PROJECTS 8 INCHES.
 BZ1393'
 BZ1393'REFERENCE MARK NO. 2 IS NW OF THE STATION, 60 FEET NW OF THE
 BZ1393'TRIANGULAR-BLAZED 10-INCH OAK TREE, 15 FEET W OF THE CENTER
 BZ1393'LINE OF THE TRACK ROAD AND 5 FEET S OF A 16-INCH IRONWOOD
 BZ1393'STUMP.  IT IS STAMPED WEALTHY NO. 2 1943 AND PROJECTS 8 INCHES.
 BZ1393'
 BZ1393'THE AZIMUTH MARK IS S OF THE STATION AT THE SE CORNER OF A
 BZ1393'FIELD, 25 FEET W OF THE CENTER LINE OF A TRACK ROAD AND 10
 BZ1393'FEET W OF A FENCE CORNER.  IT IS STAMPED WEATHY 1943 AND
 BZ1393'PROJECTS 3 INCHES.  IT IS NOT VISIBLE FROM THE GROUND DUE
 BZ1393'TO THE HEAVY GROWTH OF TIMBER.
 BZ1393'
 BZ1393'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN NORMANGEE,
 BZ1393'GO W THEN NNW ON A NEW GRADED DIRT ROAD FOR 5.9 MILES TO A
 BZ1393'FORKS AT THE END OF THE NEW GRADED ROAD.  THEN RIGHT FORK,
 BZ1393'A SAND ROAD, FOR 0.35 MILE TO A FORKS.  THEN LEFT FORK FOR
 BZ1393'3.95 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR
 BZ1393'0.4 MILE TO A SIDE ROAD ON THE LEFT.  THEN CONTINUE AHEAD FOR
 BZ1393'0.1 MILE TO THE STATION ON THE RIGHT.
 BZ1393'
 BZ1393'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BZ1393
 BZ1393                          STATION RECOVERY (1951)
 BZ1393
 BZ1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 BZ1393'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 BZ1393'AS DESCRIBED.  STATION IS IN A DENSE GROWTH OF TIMBER AND
 BZ1393'BRUSH.  THE AZIMUTH MARK WAS REPORTED BY THE TEXAS HIGHWAY
 BZ1393'DEPARTMENT TO BE IN THE WAY OF NEW HIGHWAY CONSTRUCTION.
 BZ1393'THE MARK WAS FOUND TO HAVE BEEN SET AT A POINT NOT VISIBLE
 BZ1393'FROM THE GROUND, AND THE LINE THROUGH DENSE TIMBER HAD NOT
 BZ1393'BEEN CLEARED.  IT WAS REMOVED FROM THE WAY OF CONSTRUCTION, AND
 BZ1393'A NEW ONE WAS NOT SET.
 BZ1393
 BZ1393                          STATION RECOVERY (2006)
 BZ1393
 BZ1393'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BZ1393'RECORDED POSITION PUTS THE STATION UNDER A SELF-STORAGE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0565 ***********************************************************************
 CE0565  DESIGNATION -  WEATHER
 CE0565  PID         -  CE0565
 CE0565  STATE/COUNTY-  TX/EL PASO
 CE0565  USGS QUAD   -  EL PASO (1997)
 CE0565
 CE0565                         *CURRENT SURVEY CONTROL
 CE0565  ___________________________________________________________________
 CE0565* NAD 83(1993)-  31 45 41.53578(N)    106 29 16.29810(W)     ADJUSTED  
 CE0565* NAVD 88     -      1160.     (meters)    3806.     (feet)  SCALED    
 CE0565  ___________________________________________________________________
 CE0565  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CE0565  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0565
 CE0565  HORZ ORDER  -  SECOND
 CE0565
 CE0565.The horizontal coordinates were established by classical geodetic methods
 CE0565.and adjusted by the National Geodetic Survey in February 1996..
 CE0565
 CE0565.The orthometric height was scaled from a topographic map.
 CE0565
 CE0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0565
 CE0565.The geoid height was determined by GEOID03.
 CE0565
 CE0565;                    North         East     Units Scale Factor Converg.
 CE0565;SPC TX C     - 3,248,359.953   117,254.426   MT  0.99996955   -3 10 11.8
 CE0565;SPC TX C     -10,657,327.61    384,692.23   sFT  0.99996955   -3 10 11.8
 CE0565;UTM  13      - 3,514,967.615   359,093.993   MT  0.99984487   -0 46 59.9
 CE0565
 CE0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0565!SPC TX C     -   0.99982159  x   0.99996955  =   0.99979114
 CE0565!UTM  13      -   0.99982159  x   0.99984487  =   0.99966648
 CE0565
 CE0565:                Primary Azimuth Mark                     Grid Az
 CE0565:SPC TX C     -  EL PASO COURTHOUSE DOME CENTER           138 18 29.5
 CE0565:UTM  13      -  EL PASO COURTHOUSE DOME CENTER           135 55 17.6
 CE0565
 CE0565|---------------------------------------------------------------------|
 CE0565| PID    Reference Object                     Distance      Geod. Az  |
 CE0565|                                                           dddmmss.s |
 CE0565| CE0551 EL PASO COURTHOUSE DOME CENTER      489.725 METERS 1350817.7 |
 CE0565| CE0585 EL PASO FEDERAL BLDG TOWER CEN      282.845 METERS 18636     |
 CE0565| CE0570 MILLS                               294.397 METERS 20043     |
 CE0565| CE0580 WEST                                411.361 METERS 2480317.8 |
 CE0565|---------------------------------------------------------------------|
 CE0565
 CE0565                          SUPERSEDED SURVEY CONTROL
 CE0565
 CE0565  NAD 83(1993)-  31 45 41.53537(N)    106 29 16.29773(W) AD(       ) 2
 CE0565  NAD 83(1986)-  31 45 41.53764(N)    106 29 16.29793(W) AD(       ) 2
 CE0565  NAD 27      -  31 45 41.14000(N)    106 29 14.34000(W) AD(       ) 2
 CE0565
 CE0565.Superseded values are not recommended for survey control.
 CE0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0565.See file dsdata.txt to determine how the superseded data were derived.
 CE0565
 CE0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5909414968(NAD 83)
 CE0565_MARKER: 61 = POLE
 CE0565
 CE0565  HISTORY     - Date     Condition        Report By
 CE0565  HISTORY     - 1911     FIRST OBSERVED   CGS
 CE0565  HISTORY     - 1954     GOOD             AMS
 CE0565
 CE0565                          STATION DESCRIPTION
 CE0565
 CE0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (CVH)
 CE0565'THE IRON POLE AT THE CENTER OF THE SMALL HOUSE OVER THE ELEVATOR
 CE0565'SHAFT ON TOP OF THE NEW EL PASO AND SOUTHWESTERN RAILROAD
 CE0565'COMPANYS BUILDING AT EL PASO.  THE POLE IS USED BY THE UNITED
 CE0565'STATES WEATHER BUREAU AND BEARS THEIR AEROMETER AT THE TOP.
 CE0565
 CE0565                          STATION RECOVERY (1954)
 CE0565
 CE0565'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0565'THE MARK IS AN IRON POLE ON TOP OF THE ELEVATOR SHAFT ON TOP
 CE0565'OF THE SOUTHERN PACIFIC BUILDING.  THE SOUTHERN PACIFIC BUILDING
 CE0565'IS LOCATED ON THE SE CORNER OF NORTH STANTON STREET AND EAST
 CE0565'FRANKLIN STREET.  THE IRON POLE IS LOCATED AT THE APPROXIMATE
 CE0565'CENTER OF THE SMALL BUILDING OVER THE ELEVATOR SHAFT.  THERE
 CE0565'IS NOW A RED LIGHT AT THE EXTREME TOP OF THE IRON POLE.  THE
 CE0565'W HALF OF THIS SMALL BUILDING IS 7.5 FT. HIGHER THAN THE E
 CE0565'HALF.  THE IRON POLE IS ON THE E FACE OF THE W HALF OF THE
 CE0565'BUILDING, 16.2 FT. W OF THE E EDGE OF THE SMALL BUILDING,
 CE0565'AND 16.5 FT.  N OF THE S EDGE OF THE SMALL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0472 ***********************************************************************
 BO0472  DESIGNATION -  WEATHERBEE
 BO0472  PID         -  BO0472
 BO0472  STATE/COUNTY-  TX/VAL VERDE
 BO0472  USGS QUAD   -  WHITE DRAW NE (1987)
 BO0472
 BO0472                         *CURRENT SURVEY CONTROL
 BO0472  ___________________________________________________________________
 BO0472* NAD 83(1993)-  30 07 59.57437(N)    100 50 00.44605(W)     ADJUSTED  
 BO0472* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 BO0472  ___________________________________________________________________
 BO0472  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 BO0472  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BO0472
 BO0472  HORZ ORDER  -  SECOND
 BO0472
 BO0472.The horizontal coordinates were established by classical geodetic methods
 BO0472.and adjusted by the National Geodetic Survey in February 1996..
 BO0472
 BO0472.The orthometric height was scaled from a topographic map.
 BO0472
 BO0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0472
 BO0472.The geoid height was determined by GEOID03.
 BO0472
 BO0472;                    North         East     Units Scale Factor Converg.
 BO0472;SPC TXSC     - 4,256,280.309   423,347.572   MT  0.99996008   -0 53 53.6
 BO0472;SPC TXSC     -13,964,146.31  1,388,932.83   sFT  0.99996008   -0 53 53.6
 BO0472;UTM  14      - 3,334,965.689   323,388.890   MT  0.99998483   -0 55 14.4
 BO0472
 BO0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0472!SPC TXSC     -   0.99990071  x   0.99996008  =   0.99986080
 BO0472!UTM  14      -   0.99990071  x   0.99998483  =   0.99988555
 BO0472
 BO0472:                Primary Azimuth Mark                     Grid Az
 BO0472:SPC TXSC     -  WEATHERBEE AZ MK                         002 44 36.7
 BO0472:UTM  14      -  WEATHERBEE AZ MK                         002 45 57.5
 BO0472
 BO0472|---------------------------------------------------------------------|
 BO0472| PID    Reference Object                     Distance      Geod. Az  |
 BO0472|                                                           dddmmss.s |
 BO0472| CV5764 WEATHERBEE AZ MK                                   0015043.1 |
 BO0472| BO0476 SUTTON ET                           APPROX.18.3 KM 0041030.4 |
 BO0472| CV5765 WEATHERBEE RM 1                      17.696 METERS 10725     |
 BO0472| AZ0667 WINDMILL NEAR STA HARRISON          APPROX.15.8 KM 1870329.5 |
 BO0472| CV5766 WEATHERBEE RM 2                      20.868 METERS 19213     |
 BO0472| BO0473 WINDMILL 1 1/2 MI NW HARRISON       APPROX.14.7 KM 1950823.5 |
 BO0472|---------------------------------------------------------------------|
 BO0472
 BO0472                          SUPERSEDED SURVEY CONTROL
 BO0472
 BO0472  NAD 83(1986)-  30 07 59.56885(N)    100 50 00.43509(W) AD(       ) 2
 BO0472  NAD 27      -  30 07 58.86400(N)    100 49 59.05500(W) AD(       ) 2
 BO0472
 BO0472.Superseded values are not recommended for survey control.
 BO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0472.See file dsdata.txt to determine how the superseded data were derived.
 BO0472
 BO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU2338934966(NAD 83)
 BO0472_MARKER: DD = SURVEY DISK
 BO0472_SETTING: 66 = SET IN ROCK OUTCROP
 BO0472
 BO0472  HISTORY     - Date     Condition        Report By
 BO0472  HISTORY     - 1943     MONUMENTED       CGS
 BO0472  HISTORY     - 1967     GOOD             CGS
 BO0472  HISTORY     - 1971     GOOD             USGS
 BO0472
 BO0472                          STATION DESCRIPTION
 BO0472
 BO0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0472'THE STATION IS LOCATED ON A HIGH CEDAR-COVERED RIDGE 18 MILES
 BO0472'E OF JUNO, 3 MILES SW OF THE WEATHERBEE RANCH, 2 MILES SW
 BO0472'OF THE POINT WHERE THE VINEGARONE-WHITEHEAD RANCH ROAD CROSSES
 BO0472'A HIGH DIVIDE, AND 74 FEET W OF A LARGE CONCRETE STOCK TANK.
 BO0472'
 BO0472'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BO0472'IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF
 BO0472'THE GROUND.  IT IS 74.5 FEET WSW OF A PIECE OF REENFORCING
 BO0472'STEEL IN THE WESTERN EDGE OF THE STOCK TANK.  STAMPED WEATHERBEE
 BO0472'1943.
 BO0472'
 BO0472'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL
 BO0472'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND
 BO0472'AND IS THE SAME HEIGHT AS THE STATION MARK.  STAMPED WEATHERBEE
 BO0472'NO. 1 1943.
 BO0472'
 BO0472'NO UNDERGROUND MARK WAS ESTABLISHED.
 BO0472'
 BO0472'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL
 BO0472'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 BO0472'OF THE GROUND AND IS THE SAME HEIGHT AS THE STATION MARK.
 BO0472'STAMPED WEATHERBEE NO. 2 1943.
 BO0472'
 BO0472'THE AZIMUTH MARK IS N BY E 4/10 MILE, 200 YARDS S OF A
 BO0472'WINDMILL, 150 FEET W OF THE ROAD, AND 5 FEET SE OF A WHITE
 BO0472'WITNESS POST.  IT IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BO0472'IN OUTCROPPING BEDROCK WHICH PROJECTS 10 INCHES ABOVE GROUND.
 BO0472'STAMPED WEATHERBEE 1943.
 BO0472'
 BO0472'THE FOLLOWING IS A REVISION OF THE RECONNAISSANCE DESCRIPTION
 BO0472'OF THE ROUTE TO THE STATION--TO REACH FROM OZONA GO S ON
 BO0472'STATE HIGHWAY 163 41 MILES TO THE JUNCTION WITH THE SONORA
 BO0472'ROAD ON THE LEFT.  THIS POINT IS 1.6 MILES N OF THE JUNO POST
 BO0472'OFFICE.  TURN BACK SHARP LEFT ONTO THE SONORA ROAD AND
 BO0472'GO NE 5.8 MILES TO A TRACK ROAD ON THE RIGHT JUST BEYOND (E)
 BO0472'A STONE CAUSEWAY.  TURN RIGHT AND GO E ON THE SIDE ROAD 0.4
 BO0472'MILE TO FORK.  TAKE THE LEFT FORK AND GO E 2.2 MILES TO THE
 BO0472'TAYLOR RANCH HOUSE ON THE LEFT SIDE OF THE ROAD.  CONTINUE
 BO0472'THROUGH THE GATE SE OF THE HOUSE, GO ABOUT 100 YARDS THEN
 BO0472'TAKE THE RIGHT FORK AND FOLLOW A ROUGH CROOKED TRACK ROAD
 BO0472'S AND E 1.8 MILES TO A LONE WINDMILL ON THE RIGHT.
 BO0472'CONTINUE ON THE MAIN TRACK ROAD S AND E 0.8 MILE TO AN OLD
 BO0472'RANCH SITE ON THE LEFT.  ONLY THE FIREPLACE REMAINS OF
 BO0472'THE RANCH HOUSE.  PASS THROUGH THE GATE E OF THE WELL
 BO0472'THEN TURN RIGHT AND FOLLOW THE MAIN-TRAVELED ROAD E AND S
 BO0472'2.4 MILES TO THE WHITEHEAD RANCH HEADQUARTERS.  PASS
 BO0472'THROUGH THE CORRALS AND CONTINUE AROUND TO THE S OF THE
 BO0472'HOUSE.  FOLLOW AN OLD GRADED ROAD S 3.0 MILES TO THE
 BO0472'WEATHERBEE RANCH HEADQUARTERS ON THE RIGHT.  TURN
 BO0472'RIGHT, PASSING TO THE RIGHT OF THE HOUSE AND CORRALS AND
 BO0472'GO SW ON A ROUGH TRACK ROAD 1.0 MILE.  PASS THROUGH A
 BO0472'BOARD GATE THENCE TURN LEFT AND PASS THROUGH ANOTHER GATE AND
 BO0472'FOLLOW A DIM TRACK ROAD 1.5 MILES TO THE AZIMUTH MARK ON THE
 BO0472'RIGHT.  CONTINUE ON THE TRACK ROAD 0.4 MILE TO A STOCK TANK
 BO0472'AND THE STATION.  A DRIVE STATION.
 BO0472
 BO0472                          STATION RECOVERY (1967)
 BO0472
 BO0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FLG)
 BO0472'STATION RECOVERED IN GOOD CONDITION.
 BO0472'
 BO0472'STATION IS LOCATED ON ALTIZER RANCH PROPERTY.  FROM OZONA,
 BO0472'TEXAS PROCEED S ON STATE HIGHWAY 163, 41 MILES TO JUNCTION
 BO0472'OF RANCH ROAD 189, TURN E ON PAVEMENT 22.3 MILES TO T-ROAD S,
 BO0472'PROCEED S ON BLADED DIRT ROAD 12.9 MILES TO ALTIZER RANCH
 BO0472'HEADQUARTERS.  PROCEED SE 5.3 MILES ON BLADED ROAD TO A
 BO0472'HIGH DIVIDE AND T-ROAD WEST.  FOLLOW TRACK ROAD W ON DIVIDE
 BO0472'1.4 MILES TO LARGE STONE WATER TANK.  STATION IS W OF THIS
 BO0472'TANK.
 BO0472'
 BO0472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 BO0472'E OF JUNO, TEXAS.
 BO0472
 BO0472                          STATION RECOVERY (1971)
 BO0472
 BO0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0472'THE STATION IS LOCATED SOUTH-SOUTHWEST 32 MILES AIRLINE DISTANCE
 BO0472'FROM SONORA, TEXAS, NORTH-NORTHWEST 15 MILES AIRLINE DISTANCE
 BO0472'FROM LOMA ALTA, TEXAS, AND 8 MILES WEST OF U.S. HIGHWAY 277
 BO0472'ON A NORTHEAST-SOUTHWEST CEDAR COVERED RIDGE ON LAND OWNED BY
 BO0472'JIM BOB ALTIZER, DEL RIO, TEXAS.
 BO0472'
 BO0472'TO REACH FROM SONORA, TEXAS, GO 16 MILES SOUTH ON U.S. HIGHWAY
 BO0472'277 TO RANCH ROAD 189 RIGHT, GO 11.4 MILES WEST ON RANCH
 BO0472'ROAD 189 TO GRADED ROAD LEFT (SOUTH), GO 5.6 MILES SOUTH
 BO0472'ON GRADED ROAD TO GRADED ROAD RIGHT (WEST) JUST BEFORE
 BO0472'REACHING J. CAUTHORN RANCH, CONTINUE 6.3 MILES SOUTH ON GRADED
 BO0472'ROAD TO ROAD FORKS JUST BEFORE REACHING ALTIZER RANCH, TAKE
 BO0472'LEFT FORK AND GO 3.1 MILES SOUTHEAST ON GRADED ROAD TO SMITH
 BO0472'RANCH, CONTINUE 2.0 MILES SOUTH ON GRADED ROAD TO TRACK ROAD
 BO0472'RIGHT (SOUTHWEST) AT TOP OF RIDGE, GO 1.5 MILES SOUTHWEST ON
 BO0472'TRACK ROAD ALONG TOP OF RIDGE TO STATION SITE.  65 FEET
 BO0472'SOUTHEAST OF TRACK ROAD, 74 FEET SOUTHWEST OF LARGE CONCRETE
 BO0472'WATER TANK, AND 8 FEET SOUTHWEST OF A USC AND GS
 BO0472'WITNESS SIGN MOUNTED ON A WOODEN POST.  (NOTE--STATION
 BO0472'CAN ALSO BE REACHED FROM LOMA ALTA THRU THE WARDLAW-ROSE
 BO0472'RANCH).
 BO0472'
 BO0472'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 BO0472'DISKS SET IN BEDROCK, FLUSH WITH THE GROUND.
 BO0472'
 BO0472'STATION MARK--DISK STAMPED, WEATHERBEE 1943.
 BO0472'
 BO0472'REFERENCE MARK NO. 1--DISK STAMPED, WEATHERBEE-NO. 1 1943.
 BO0472'
 BO0472'REFERENCE MARK NO. 2--DISK STAMPED, WEATHERBEE-NO. 2 1943.
 BO0472'
 BO0472'STATION SUTTON ET 1971, IS VISIBLE FROM THE GROUND AT THIS
 BO0472'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE
 BO0472'MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0917 ***********************************************************************
 CD0917  DESIGNATION -  WEATHERBY
 CD0917  PID         -  CD0917
 CD0917  STATE/COUNTY-  TX/CULBERSON
 CD0917  USGS QUAD   -  K C RANCH (1973)
 CD0917
 CD0917                         *CURRENT SURVEY CONTROL
 CD0917  ___________________________________________________________________
 CD0917* NAD 83(1993)-  31 33 47.10313(N)    104 27 58.29046(W)     ADJUSTED  
 CD0917* NAVD 88     -      1296.     (meters)    4252.     (feet)  SCALED    
 CD0917  ___________________________________________________________________
 CD0917  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 CD0917  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CD0917
 CD0917  HORZ ORDER  -  FIRST
 CD0917
 CD0917.The horizontal coordinates were established by classical geodetic methods
 CD0917.and adjusted by the National Geodetic Survey in February 1996..
 CD0917
 CD0917.The orthometric height was scaled from a topographic map.
 CD0917
 CD0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0917
 CD0917.The geoid height was determined by GEOID03.
 CD0917
 CD0917;                    North         East     Units Scale Factor Converg.
 CD0917;SPC TX C     - 3,217,519.092   307,750.563   MT  0.99992965   -2 07 43.2
 CD0917;SPC TX C     -10,556,143.89  1,009,678.31   sFT  0.99992965   -2 07 43.2
 CD0917;UTM  13      - 3,492,132.066   550,659.001   MT  0.99963165   +0 16 45.9
 CD0917
 CD0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0917!SPC TX C     -   0.99980032  x   0.99992965  =   0.99972998
 CD0917!UTM  13      -   0.99980032  x   0.99963165  =   0.99943204
 CD0917
 CD0917|---------------------------------------------------------------------|
 CD0917| PID    Reference Object                     Distance      Geod. Az  |
 CD0917|                                                           dddmmss.s |
 CD0917| CH9883 WEATHERBY RM 1                       11.054 METERS 09421     |
 CD0917| CH9882 WEATHERBY AZ MK                                    1314356.4 |
 CD0917| CH9884 WEATHERBY RM 2                        9.334 METERS 31718     |
 CD0917|---------------------------------------------------------------------|
 CD0917
 CD0917                          SUPERSEDED SURVEY CONTROL
 CD0917
 CD0917  NAD 83(1986)-  31 33 47.10377(N)    104 27 58.28836(W) AD(       ) 1
 CD0917  NAD 27      -  31 33 46.64800(N)    104 27 56.53200(W) AD(       ) 1
 CD0917
 CD0917.Superseded values are not recommended for survey control.
 CD0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0917.See file dsdata.txt to determine how the superseded data were derived.
 CD0917
 CD0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ5065992132(NAD 83)
 CD0917_MARKER: DG = GRAVITY STATION DISK
 CD0917_SETTING: 66 = SET IN ROCK OUTCROP
 CD0917
 CD0917  HISTORY     - Date     Condition        Report By
 CD0917  HISTORY     - 1943     MONUMENTED       CGS
 CD0917
 CD0917                          STATION DESCRIPTION
 CD0917
 CD0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0917'THE STATION IS ON A LOW MESA ABOUT 43 MILES (AIRLINE) NNE OF
 CD0917'VAN HORN AND ABOUT 40 MILES NNW OF KENT.
 CD0917'
 CD0917'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 CD0917'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS STAMPED
 CD0917'WEATHERBY 1943.
 CD0917'
 CD0917'REFERENCE MARK 1 IS A BRONZE DISK SET IN A DRILL HOLE IN
 CD0917'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND AND ABOUT 12
 CD0917'INCHES LOWER THAN THE STATION.  IT IS STAMPED WEATHERBY NO 1 1943.
 CD0917'
 CD0917'REFERENCE MARK 2 IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING
 CD0917'BEDROCK, FLUSH WITH THE GROUND AND ABOUT 6 INCHES LOWER THAN
 CD0917'THE STATION.  IT IS STAMPED WEATHERBY NO 2 1943.
 CD0917'
 CD0917'THE AZIMUTH MARK IS ABOUT 0.3 MILE SE OF THE STATION, ABOUT
 CD0917'10 FEET FROM THE RIM OF RIDGE AND ABOUT 4 FEET FROM A ROCK
 CD0917'CAIRN.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING
 CD0917'BEDROCK.  IT IS STAMPED WEATHERBY 1943.
 CD0917'
 CD0917'TO REACH FROM VAN HORN, GO E ON U.S. HIGHWAY 80 FOR 7.8 MILES TO
 CD0917'ROAD LEFT ACROSS RAILROAD AT WILD HORSE STATION.  TURN LEFT ON
 CD0917'THIS ROAD AND FOLLOW MAIN-TRAVELED ROAD NE 8.5 MILES TO RANCH
 CD0917'HOUSE.  CONTINUE ON MAIN-TRAVELED ROAD 1.5 MILES TO FORKS.  TAKE
 CD0917'LEFT FORK 2.2 MILES TO RANCH BUILDINGS.  PASS TO THE E OF
 CD0917'WINDMILL AND CONTINUE ON MAIN-TRAVELED ROAD 8.8 MILES TO FORKS.
 CD0917'TAKE RIGHT FORK ON BLADED ROAD 4.1 MILES TO FORKS.  TAKE
 CD0917'LEFT FORK, AROUND DIRT TANK, FOR 1 MILE TO FORKS.  CONTINUE
 CD0917'STRAIGHT AHEAD ON MAIN-TRAVELED ROAD 2 MILES TO GATE AND
 CD0917'ROAD FORKS.  TAKE LEFT FORK THROUGH GATE 6 MILES TO
 CD0917'JUNCTION WITH ROAD LEFT LEADING TO THE KNOX-BREWER RANCH
 CD0917'HEADQUARTERS.  KEEP STRAIGHT AHEAD ON MAIN ROAD 3.1 MILES.
 CD0917'TAKE RIGHT FORK AND CONTINUE NE 5 MILES.  TURN LEFT, ABOUT
 CD0917'0.25 MILE SW OF A LONE WELL, ON A LEFT FORK AND GO 2.4 MILES TO
 CD0917'CROSSROADS.  TURN RIGHT AND FOLLOW MAIN-TRAVELED TRACK
 CD0917'ROAD 3.8 MILES TO DIM TRACK ROAD RIGHT.  TURN RIGHT ON TRACK
 CD0917'ROAD FOR 0.4 MILE TO TOP OF DIVIDE.  TURN LEFT AND FOLLOW
 CD0917'RIDGE 0.3 MILE TO HIGHEST POINT AND STATION, ABOUT 40 FEET
 CD0917'FROM THE WEST RIM.
 CD0917'
 CD0917'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 CD0917'
 CD0917'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2297 ***********************************************************************
 CS2297  DESIGNATION -  WEATHERFORD
 CS2297  PID         -  CS2297
 CS2297  STATE/COUNTY-  TX/PARKER
 CS2297  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2297
 CS2297                         *CURRENT SURVEY CONTROL
 CS2297  ___________________________________________________________________
 CS2297* NAD 83(1993)-  32 45 04.32300(N)    097 48 07.11068(W)     ADJUSTED  
 CS2297* NAVD 88     -       351.232  (meters)    1152.33   (feet)  ADJUSTED  
 CS2297  ___________________________________________________________________
 CS2297  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CS2297  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CS2297  DYNAMIC HT  -         350.802 (meters)    1150.92  (feet)  COMP
 CS2297  MODELED GRAV-     979,406.2   (mgal)                       NAVD 88
 CS2297
 CS2297  HORZ ORDER  -  FIRST
 CS2297  VERT ORDER  -  FIRST     CLASS II
 CS2297
 CS2297.The horizontal coordinates were established by classical geodetic methods
 CS2297.and adjusted by the National Geodetic Survey in February 1996..
 CS2297
 CS2297.The orthometric height was determined by differential leveling
 CS2297.and adjusted by the National Geodetic Survey in June 1991..
 CS2297
 CS2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2297
 CS2297.The geoid height was determined by GEOID03.
 CS2297
 CS2297.The dynamic height is computed by dividing the NAVD 88
 CS2297.geopotential number by the normal gravity value computed on the
 CS2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2297.degrees latitude (g = 980.6199 gals.).
 CS2297
 CS2297.The modeled gravity was interpolated from observed gravity values.
 CS2297
 CS2297;                    North         East     Units Scale Factor Converg.
 CS2297;SPC TXNC     - 2,120,481.175   665,407.212   MT  0.99988629   +0 22 50.5
 CS2297;SPC TXNC     - 6,956,945.32  2,183,090.16   sFT  0.99988629   +0 22 50.5
 CS2297;UTM  14      - 3,624,340.421   612,230.953   MT  0.99975531   +0 38 53.5
 CS2297
 CS2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2297!SPC TXNC     -   0.99994935  x   0.99988629  =   0.99983565
 CS2297!UTM  14      -   0.99994935  x   0.99975531  =   0.99970467
 CS2297
 CS2297|---------------------------------------------------------------------|
 CS2297| PID    Reference Object                     Distance      Geod. Az  |
 CS2297|                                                           dddmmss.s |
 CS2297| CS2299 WEATHERFORD RM 2                     53.889 METERS 00956     |
 CS2297| CS3176 WEATHERFORD CHILDRENS HOME TK       APPROX. 4.3 KM 0891834.5 |
 CS2297| CS2298 WEATHERFORD RM 1                     27.145 METERS 13635     |
 CS2297| CS2300 WEATHERFORD 2                        31.529 METERS 15319     |
 CS2297| CY3079 WEATHERFORD AZ MK                                  2094715.9 |
 CS2297| CS3175 WEATHERFORD MUNICIPAL TANK          APPROX. 1.0 KM 3042518.0 |
 CS2297|---------------------------------------------------------------------|
 CS2297
 CS2297                          SUPERSEDED SURVEY CONTROL
 CS2297
 CS2297  NAD 83(1993)-  32 45 04.32366(N)    097 48 07.09353(W) AD(       ) 1
 CS2297  NAD 83(1986)-  32 45 04.32577(N)    097 48 07.09445(W) AD(       ) 1
 CS2297  NAD 27      -  32 45 03.86500(N)    097 48 05.98000(W) AD(       ) 1
 CS2297  NGVD 29 (??/??/92)  351.147  (m)         1152.05   (f) ADJ UNCH    1 2
 CS2297
 CS2297.Superseded values are not recommended for survey control.
 CS2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2297.See file dsdata.txt to determine how the superseded data were derived.
 CS2297
 CS2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1223124340(NAD 83)
 CS2297_MARKER: DS = TRIANGULATION STATION DISK
 CS2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2297_STAMPING: WEATHERFORD 1946
 CS2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2297+STABILITY: SURFACE MOTION
 CS2297
 CS2297  HISTORY     - Date     Condition        Report By
 CS2297  HISTORY     - 1946     MONUMENTED       CGS
 CS2297  HISTORY     - 1952     GOOD             CGS
 CS2297  HISTORY     - 1952     GOOD             NGS
 CS2297  HISTORY     - 1960     GOOD             CGS
 CS2297  HISTORY     - 1962     SEE DESCRIPTION  CGS
 CS2297  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2297  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2297  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2297
 CS2297                          STATION DESCRIPTION
 CS2297
 CS2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS2297'STATION IS LOCATED ABOUT 0.5 MILE SW OF THE PARKER COUNTY
 CS2297'COURTHOUSE IN THE CITY OF WEATHERFORD.  IT IS LOCATED ON THE
 CS2297'S END OF A PROMINENT, FLAT-TOPPED HILL KNOWN AS OYSTER HILL.
 CS2297'
 CS2297'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS2297'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED WEATHERFORD
 CS2297'1946 AND PROJECTS 8 INCHES.
 CS2297'
 CS2297'REFERENCE MARK 1 IS 89.06 FEET ESE OF THE STATION AND 15 FEET
 CS2297'E OF TRACK ROAD.  IT IS ON THE EDGE OF THE E SLOPE OF THE
 CS2297'HILL.  IT IS A BRONZE REFERENCE DISK, STAMPED WEATHERFORD
 CS2297'NO 1 1946, AND SET IN THE TOP OF A CONCRETE POST.  MARK PROJECTS
 CS2297'6 INCHES.
 CS2297'
 CS2297'REFERENCE MARK 2 IS 176.80 FEET N OF THE STATION AND ON THE
 CS2297'N END OF THE FLAT-TOPPED HILL.  IT IS A BRONZE REFERENCE DISK
 CS2297'SET IN A DRILLED HOLE IN BEDROCK AND FLUSH WITH THE GROUND.
 CS2297'IT IS STAMPED WEATHERFORD NO 2 1946.
 CS2297'
 CS2297'AZIMUTH MARK IS 0.5 MILE SW OF THE STATION AT THE ENTRANCE TO
 CS2297'A FARM.  IT IS 11 FEET S OF A FARM DRIVEWAY, 4 FEET E OF A
 CS2297'BARNYARD GATE, AND 1 FOOT N OF AN E-W FENCE LINE.  IT IS A
 CS2297'BRONZE AZIMUTH DISK, STAMPED WEATHERFORD 1946, AND SET IN
 CS2297'THE TOP OF A CONCRETE POST.  THE MARK PROJECTS 8 INCHES.
 CS2297'
 CS2297'TO REACH THE STATION FROM THE PARKER COUNTY COURTHOUSE IN
 CS2297'THE CITY OF WEATHERFORD, GO S ON SOUTH MAIN STREET FOR 0.4 MILE
 CS2297'TO AKARD STREET, TURN RIGHT ON AKARD STREET AND GO 0.3 MILE
 CS2297'TO THE BASE OF OYSTER HILL, THENCE LEFT AROUND THE S EDGE OF
 CS2297'THE HILL FOR 0.2 MILE.  *THENCE RIGHT ON TRACK ROAD TO THE
 CS2297'SUMMIT OF THE HILL AND STATION AS DESCRIBED.
 CS2297'
 CS2297'*TO REACH THE AZIMUTH MARK FROM THE BASE OF THE HILL, GO W 1
 CS2297'BLOCK ON NARTON STREET TO LAMAR STREET, THENCE LEFT FOR 0.2
 CS2297'MILE TO A CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO
 CS2297'THE ENTRANCE TO FARM LOT AND AZIMUTH MARK ON THE LEFT AS
 CS2297'DESCRIBED.
 CS2297'
 CS2297'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS2297
 CS2297                          STATION RECOVERY (1952)
 CS2297
 CS2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS2297'STATION IS 0.4 MILE S ALONG STATE HIGHWAY 171 FROM THE
 CS2297'COURTHOUSE AT WEATHERFORD, THENCE 0.3 MILE W ALONG AKARD STREET,
 CS2297'THENCE 0.2 MILE ALONG A ROAD LEADING TO THE TOP OF OYSTER HILL,
 CS2297'AT THE S END OF THE HILL.  STATION MARK IS A TRIANGULATION
 CS2297'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS2297'0.8 FOOT ABOVE THE GROUND.  DISK IS STAMPED WEATHERFORD 1946.
 CS2297'
 CS2297'R.M. 1 IS 89.0 FEET SE OF TRIANGULATION STATION WEATHERFORD.
 CS2297'IT IS A REFERENCE-MARK DISK SET IN THE TOP OF A CONCRETE POST
 CS2297'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  DISK IS STAMPED
 CS2297'WEATHERFORD NO 1 1946.
 CS2297'
 CS2297'R.M. 2 IS 176.0 FEET N OF TRIANGULATION STATION WEATHERFORD.
 CS2297'IT IS IN THE CENTER OF A TRACK ROAD LEADING N.  IT IS A
 CS2297'REFERENCE-MARK DISK SET IN THE TOP OF A ROCK LEDGE, FLUSH WITH
 CS2297'THE GROUND.  DISK IS STAMPED WEATHERFORD NO 2 1946.
 CS2297
 CS2297                          STATION RECOVERY (1952)
 CS2297
 CS2297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS2297'0.9 MI SW FROM WEATHERFORD.
 CS2297'0.4 MILE SOUTH ALONG STATE HIGHWAY 171 FROM THE COURTHOUSE AT
 CS2297'WEATHERFORD, THENCE 0.3 MILE WEST ALONG AKARD STREET, THENCE 0.2 MILE
 CS2297'ALONG A ROAD LEADING TO THE TOP OF OYSTER HILL, AT THE SOUTH END OF
 CS2297'THE HILL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 CS2297'ABOVE THE GROUND.
 CS2297
 CS2297                          STATION RECOVERY (1960)
 CS2297
 CS2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 CS2297'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2297'IN GOOD CONDITION AS DESCRIBED.  NO ATTEMPT WAS MADE TO
 CS2297'LOCATE THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO THE STATION
 CS2297'SITE ARE CORRECT.
 CS2297
 CS2297                          STATION RECOVERY (1962)
 CS2297
 CS2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2297'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS2297'MARK WERE RECOVERED IN GOOD CONDITION.  THIS STATION WAS
 CS2297'DESTROYED TO CLEAR FOR A NEW HOUSE TO BE BUILT ON TOP OF THE
 CS2297'HILL.  THE REFERENCE MARK NO 1 AND AZIMUTH MARK WERE USED TO
 CS2297'SERVE FOR WEATHERFORD 2 WHICH WAS ESTABLISHED IN THE NEAR
 CS2297'VICINITY.  THE REFERENCE MARK NO. 2 MAYBE DESTROYED WHEN THE
 CS2297'NEW HOUSE IS BUILT.  THE PROPERTY OWNER WILL TRY TO PRESERVE
 CS2297'REFERENCE MARK NO. 2 AS IT SERVES AS A BENCH MARK.
 CS2297
 CS2297                          STATION RECOVERY (1995)
 CS2297
 CS2297'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2297'MARK NOT FOUND.
 CS2297
 CS2297                          STATION RECOVERY (2002)
 CS2297
 CS2297'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2297'MARK NOT FOUND.
 CS2297
 CS2297                          STATION RECOVERY (2004)
 CS2297
 CS2297'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2300 ***********************************************************************
 CS2300  DESIGNATION -  WEATHERFORD 2
 CS2300  PID         -  CS2300
 CS2300  STATE/COUNTY-  TX/PARKER
 CS2300  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2300
 CS2300                         *CURRENT SURVEY CONTROL
 CS2300  ___________________________________________________________________
 CS2300* NAD 83(1993)-  32 45 03.40851(N)    097 48 06.56677(W)     ADJUSTED  
 CS2300* NAVD 88     -       350.49   (+/-2cm)    1149.9    (feet)  VERTCON   
 CS2300  ___________________________________________________________________
 CS2300  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CS2300  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CS2300
 CS2300  HORZ ORDER  -  SECOND
 CS2300  VERT ORDER  -  THIRD (See Below)
 CS2300
 CS2300.The horizontal coordinates were established by classical geodetic methods
 CS2300.and adjusted by the National Geodetic Survey in February 1996..
 CS2300.No horizontal observational check was made to the station.
 CS2300
 CS2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2300.The vertical order pertains to the NGVD 29 superseded value.
 CS2300
 CS2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2300
 CS2300.The geoid height was determined by GEOID03.
 CS2300
 CS2300;                    North         East     Units Scale Factor Converg.
 CS2300;SPC TXNC     - 2,120,453.102   665,421.557   MT  0.99988631   +0 22 50.8
 CS2300;SPC TXNC     - 6,956,853.22  2,183,137.22   sFT  0.99988631   +0 22 50.8
 CS2300;UTM  14      - 3,624,312.419   612,245.426   MT  0.99975535   +0 38 53.8
 CS2300
 CS2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2300!SPC TXNC     -   0.99994947  x   0.99988631  =   0.99983578
 CS2300!UTM  14      -   0.99994947  x   0.99975535  =   0.99970483
 CS2300
 CS2300|---------------------------------------------------------------------|
 CS2300| PID    Reference Object                     Distance      Geod. Az  |
 CS2300|                                                           dddmmss.s |
 CS2300| CS2298 WEATHERFORD RM 1                      9.594 METERS 02755     |
 CS2300| CS3176 WEATHERFORD CHILDRENS HOME TK       APPROX. 4.3 KM 0885555.1 |
 CS2300| CY3079 WEATHERFORD AZ MK                                  2125106.5 |
 CS2300| CS2301 WEATHERFORD 2 RM 3                   15.876 METERS 27635     |
 CS2300| CS2297 WEATHERFORD                          31.529 METERS 33319     |
 CS2300|---------------------------------------------------------------------|
 CS2300
 CS2300                          SUPERSEDED SURVEY CONTROL
 CS2300
 CS2300  NAD 83(1993)-  32 45 03.40912(N)    097 48 06.54974(W) AD(       ) 2
 CS2300  NAD 83(1986)-  32 45 03.41129(N)    097 48 06.55054(W) AD(       ) 2
 CS2300  NAD 27      -  32 45 02.95000(N)    097 48 05.43600(W) AD(       ) 2
 CS2300  NGVD 29 (??/??/??)  350.40   (m)         1149.6    (f) RESET       3  
 CS2300
 CS2300.Superseded values are not recommended for survey control.
 CS2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2300.See file dsdata.txt to determine how the superseded data were derived.
 CS2300
 CS2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1224524312(NAD 83)
 CS2300_MARKER: DS = TRIANGULATION STATION DISK
 CS2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2300_STAMPING: WEATHERFORD 2 1962
 CS2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2300+STABILITY: SURFACE MOTION
 CS2300
 CS2300  HISTORY     - Date     Condition        Report By
 CS2300  HISTORY     - 1962     MONUMENTED       CGS
 CS2300  HISTORY     - 1962     GOOD             CGS
 CS2300  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2300  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2300  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2300  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2300
 CS2300                          STATION DESCRIPTION
 CS2300
 CS2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2300'THE STATION IS ABOUT 1/2 MILE SOUTHWEST OF THE PARKER COUNTY
 CS2300'COURTHOUSE IN WEATHERFORD, ON THE SOUTHERN END OF A HILL
 CS2300'KNOWN AS OYSTER HILL, AND ON LAND OWNED BY MR. SEABERRY.
 CS2300'
 CS2300'TO REACH THE STATION FROM THE PARKER COUNTY COURTHOUSE IN
 CS2300'WEATHERFORD, GO SOUTH ON MAIN STREET 0.4 MILE TO AKARD STREET.
 CS2300'TURN RIGHT ON AKARD STREET, GO WEST 0.3 MILE TO THE BASE OF
 CS2300'OYSTER HILL.  TURN LEFT, AND FOLLOW THE ROAD AROUND THE SOUTH
 CS2300'SIDE OF HILL FOR 0.2 MILE TO THE ROAD LEADING UPHILL.  *THENCE
 CS2300'FOLLOW THE ROAD, UPHILL, FOR 0.1 MILE TO SUMMIT OF HILL AND THE
 CS2300'STATION.  *TO REACH THE AZIMUTH MARK FROM THE BASE OF HILL.
 CS2300'GO WEST ON NORTON STREET ONE BLOCK.  TURN LEFT, SOUTH, ON
 CS2300'LAMAR STREET, GO 0.2 MILE TO CROSSROADS.  CONTINUE SOUTH
 CS2300'ON ROAD LEADING TO A FARM HOUSE FOR 0.15 MILE TO AZIMUTH
 CS2300'MARK ON THE LEFT.
 CS2300'
 CS2300'STATION MARKS ARE STANDARD DISKS STAMPED WEATHERFORD 2 1962.
 CS2300'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH
 CS2300'PROJECTS ABOUT 2 INCHES.  IT IS ABOUT 35 FEET NORTH OF ROAD
 CS2300'AND ABOUT 10 FEET ABOVE THE ROAD, AND 2 FEET NORTH OF A METAL
 CS2300'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 CS2300'MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2300'
 CS2300'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WEATHERFORD NO 1
 CS2300'1946, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CS2300'4 INCHES.  IT IS EAST-NORTHEAST OF THE STATION ON THE SLOPE
 CS2300'OF HILL.
 CS2300'
 CS2300'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WEATHERFORD 2
 CS2300'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 CS2300'INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION, ON THE SOUTH
 CS2300'SLOPE OF HILL.
 CS2300'
 CS2300'AZIMUTH MARK, A STANDARD DISK STAMPED WEATHERFORD 1946,
 CS2300'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 CS2300'IT IS 11 FEET SOUTH OF THE CENTER OF ROAD, 4 FEET EAST OF THE
 CS2300'NORTHWEST CORNER OF A BARN LOT, AND 1 FOOT NORTH OF THE FENCE.
 CS2300'
 CS2300'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CS2300'
 CS2300'THERE IS A NEW HOUSE TO BE BUILT ON TOP OF OYSTER HILL.  THE
 CS2300'OWNER STATED SOME DIRT WILL BE PUT AROUND THE STATION, AND
 CS2300'THE AREA WILL BE A LAWN.
 CS2300
 CS2300                          STATION RECOVERY (1962)
 CS2300
 CS2300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 CS2300'0.9 MI SW FROM WEATHERFORD.
 CS2300'ABOUT 0.4 MILE SOUTH ALONG MAIN STREET (STATE HIGHWAY 171) FROM THE
 CS2300'COURTHOUSE AT WEATHERFORD, THENCE 0.3 MILE WEST ALONG AKARD STREET,
 CS2300'THENCE 0.2 MILE ALONG A ROAD LEADING TO THE TOP OF OYSTER HILL, AT THE
 CS2300'SOUTH END OF THE HILL.  A STANDARD TRIANGULATION STATION DISK STAMPED
 CS2300'WEATHERFORD 2 1962, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 CS2300'INCHES.
 CS2300
 CS2300                          STATION RECOVERY (1995)
 CS2300
 CS2300'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2300'MARK NOT FOUND.
 CS2300
 CS2300                          STATION RECOVERY (1997)
 CS2300
 CS2300'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2300'MARK NOT FOUND.
 CS2300
 CS2300                          STATION RECOVERY (2002)
 CS2300
 CS2300'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2300'MARK NOT FOUND.
 CS2300
 CS2300                          STATION RECOVERY (2004)
 CS2300
 CS2300'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2301 ***********************************************************************
 CS2301  DESIGNATION -  WEATHERFORD 2 RM 3
 CS2301  PID         -  CS2301
 CS2301  STATE/COUNTY-  TX/PARKER
 CS2301  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2301
 CS2301                         *CURRENT SURVEY CONTROL
 CS2301  ___________________________________________________________________
 CS2301* NAD 83(1986)-  32 45 04.     (N)    097 48 07.     (W)     SCALED    
 CS2301* NAVD 88     -       349.62   (+/-2cm)    1147.0    (feet)  VERTCON   
 CS2301  ___________________________________________________________________
 CS2301  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CS2301
 CS2301  VERT ORDER  -  THIRD (See Below)
 CS2301
 CS2301.The horizontal coordinates were scaled from a topographic map and have
 CS2301.an estimated accuracy of +/- 6 seconds.
 CS2301
 CS2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2301.The vertical order pertains to the NGVD 29 superseded value.
 CS2301
 CS2301.The geoid height was determined by GEOID03.
 CS2301
 CS2301;                    North         East    Units  Estimated Accuracy
 CS2301;SPC TXNC     - 2,120,470.      665,410.      MT  (+/- 180 meters Scaled)
 CS2301
 CS2301                          SUPERSEDED SURVEY CONTROL
 CS2301
 CS2301  NGVD 29 (??/??/??)  349.53   (m)         1146.7    (f) RESET       3  
 CS2301
 CS2301.Superseded values are not recommended for survey control.
 CS2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2301.See file dsdata.txt to determine how the superseded data were derived.
 CS2301
 CS2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB122243(NAD 83)
 CS2301_MARKER: DR = REFERENCE MARK DISK
 CS2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2301_STAMPING: WEATHERFORD 2 NO 3 1962
 CS2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2301+STABILITY: SURFACE MOTION
 CS2301
 CS2301  HISTORY     - Date     Condition        Report By
 CS2301  HISTORY     - 1962     MONUMENTED       CGS
 CS2301  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2301  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2301
 CS2301                          STATION DESCRIPTION
 CS2301
 CS2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CS2301'0.9 MI SW FROM WEATHERFORD.
 CS2301'ABOUT 0.4 MILE SOUTH ALONG MAIN STREET (STATE HIGHWAY 171) FROM THE
 CS2301'COURTHOUSE AT WEATHERFORD, THENCE 0.3 MILE WEST ALONG AKARD STREET,
 CS2301'THENCE 0.2 MILE ALONG A ROAD LEADING TO THE TOP OF OYSTER HILL, AT THE
 CS2301'SOUTH END OF THE HILL.  A STANDARD REFERENCE MARK DISK STAMPED
 CS2301'WEATHERFORD 2 NO 3 1962, IS SET IN A SQUARE CONCRETE POST WHICH
 CS2301'PROJECTS ABOUT 2 INCHES.
 CS2301
 CS2301                          STATION RECOVERY (1995)
 CS2301
 CS2301'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2301'MARK NOT FOUND.
 CS2301
 CS2301                          STATION RECOVERY (1997)
 CS2301
 CS2301'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3176 ***********************************************************************
 CS3176  DESIGNATION -  WEATHERFORD CHILDRENS HOME TK
 CS3176  PID         -  CS3176
 CS3176  STATE/COUNTY-  TX/PARKER
 CS3176  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS3176
 CS3176                         *CURRENT SURVEY CONTROL
 CS3176  ___________________________________________________________________
 CS3176* NAD 83(1993)-  32 45 05.97972(N)    097 45 21.43524(W)     ADJUSTED  
 CS3176* NAVD 88     -                                                        
 CS3176  ___________________________________________________________________
 CS3176  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 CS3176  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CS3176
 CS3176  HORZ ORDER  -  THIRD
 CS3176
 CS3176.The horizontal coordinates were established by classical geodetic methods
 CS3176.and adjusted by the National Geodetic Survey in February 1996..
 CS3176
 CS3176
 CS3176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3176
 CS3176.The geoid height was determined by GEOID03.
 CS3176
 CS3176;                    North         East     Units Scale Factor Converg.
 CS3176;SPC TXNC     - 2,120,561.802   669,719.095   MT  0.99988624   +0 24 20.9
 CS3176;SPC TXNC     - 6,957,209.85  2,197,236.73   sFT  0.99988624   +0 24 20.9
 CS3176;UTM  14      - 3,624,441.158   616,541.874   MT  0.99976747   +0 40 23.2
 CS3176
 CS3176                          SUPERSEDED SURVEY CONTROL
 CS3176
 CS3176  NAD 83(1993)-  32 45 05.96572(N)    097 45 21.42615(W) AD(       ) 4
 CS3176  NAD 83(1986)-  32 45 05.98261(N)    097 45 21.41894(W) AD(       ) 4
 CS3176  NAD 27      -  32 45 05.52300(N)    097 45 20.32200(W) AD(       ) 3
 CS3176
 CS3176.Superseded values are not recommended for survey control.
 CS3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3176.See file dsdata.txt to determine how the superseded data were derived.
 CS3176
 CS3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1654224441(NAD 83)
 CS3176_MARKER: 53 = ELEVATED TANK
 CS3176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3176+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2002
 CS3176
 CS3176  HISTORY     - Date     Condition        Report By
 CS3176  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS3176  HISTORY     - 1951     GOOD             CGS
 CS3176  HISTORY     - 1955     GOOD             CGS
 CS3176  HISTORY     - 19910522 GOOD             USPSQD
 CS3176  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS3176  HISTORY     - 20020317 GOOD             USPSQD
 CS3176  HISTORY     - 20040327 GOOD             USPSQD
 CS3176
 CS3176                          STATION DESCRIPTION
 CS3176
 CS3176'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3176'THE WATER TANK IS LOCATED APPROXIMATELY 3.9 MILES SSE OF
 CS3176'WEATHERFORD AMIDST THE BUILDINGS OF THE CHILDRENS HOME.
 CS3176'
 CS3176'THE TANK IS OF STEEL CONSTRUCTION AND IS PAINTED SILVER.
 CS3176'IT IS MOUNTED ON A STEEL STRUCTURAL TOWER ABOUT 60 FEET HIGH.
 CS3176'THE LEGS ARE SPACED APPROXIMATELY 20 FEET APART AND ARE PAINTED
 CS3176'BLACK.
 CS3176'
 CS3176'TO REACH THIS TANK FROM THE COURTHOUSE IN WEATHERFORD, TAKE
 CS3176'U.S. HIGHWAY 80 E FOR 2.4 MILES TO INTERSECTION OF A MACADAM
 CS3176'ROAD ON RIGHT.  TURN RIGHT AND CONTINUE FOR 1.5 MILES TO A
 CS3176'GATE AND LANE ON LEFT BELONGING TO THE KNIGHTS OF PYTHIAS
 CS3176'CHILDRENS HOME.  GO THROUGH GATE AND CONTINUE UP A SLIGHT
 CS3176'GRADE FOR 0.1 MILE TO TANK AS DESCRIBED.
 CS3176
 CS3176                          STATION RECOVERY (1951)
 CS3176
 CS3176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3176'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 CS3176'DESCRIBED.
 CS3176
 CS3176                          STATION RECOVERY (1955)
 CS3176
 CS3176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CS3176'TO REACH FROM COURTHOUSE IN WEATHERFORD, GO E ON HWY 80
 CS3176'FOR 1.0 MILE TO Y-INTERSECTION OF BANKHEAD DRIVE AND HWY
 CS3176'80.  TAKE RIGHT FORK (BANKHEAD DRIVE) FOR 1.3 MILES TO ARCHED
 CS3176'GATE ON LEFT, TURN LEFT INTO GROUNDS OF K OF P CHILDRENS
 CS3176'HOME AND FOLLOW DRIVE TO TOP OF HILL AND STATION.
 CS3176
 CS3176                          STATION RECOVERY (1991)
 CS3176
 CS3176'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS3176'RECOVERED IN GOOD CONDITION.
 CS3176
 CS3176                          STATION RECOVERY (1997)
 CS3176
 CS3176'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3176'MARK NOT FOUND.
 CS3176
 CS3176                          STATION RECOVERY (2002)
 CS3176
 CS3176'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS3176'RECOVERED IN GOOD CONDITION.
 CS3176
 CS3176                          STATION RECOVERY (2004)
 CS3176
 CS3176'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS3176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7153 ***********************************************************************
 DH7153  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7153  DESIGNATION -  WEATHERFORD CORS ARP
 DH7153  CORS_ID     -  TXWE
 DH7153  PID         -  DH7153
 DH7153  STATE/COUNTY-  TX/PARKER
 DH7153  USGS QUAD   -  WEATHERFORD NORTH (1979)
 DH7153
 DH7153                         *CURRENT SURVEY CONTROL
 DH7153  ___________________________________________________________________
 DH7153* NAD 83(CORS)-  32 45 32.01015(N)    097 49 24.48953(W)     ADJUSTED  
 DH7153* NAVD 88     -                                                        
 DH7153  ___________________________________________________________________
 DH7153  EPOCH DATE  -        2002.00
 DH7153  X           -    -730,873.251 (meters)                     COMP
 DH7153  Y           -  -5,319,299.305 (meters)                     COMP
 DH7153  Z           -   3,431,685.657 (meters)                     COMP
 DH7153  ELLIP HEIGHT-         338.56  (meters)          (11/??/05) GPS OBS
 DH7153  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DH7153
 DH7153  HORZ ORDER  -  SPECIAL (CORS)
 DH7153  ELLP ORDER  -  SPECIAL (CORS)
 DH7153
 DH7153.ITRF positions are available for this station.
 DH7153.The coordinates were established by GPS observations
 DH7153.and adjusted by the National Geodetic Survey in November 2005..
 DH7153.The coordinates are valid at the epoch date displayed above.
 DH7153.The epoch date for horizontal control is a decimal equivalence
 DH7153.of Year/Month/Day.
 DH7153
 DH7153
 DH7153.The PID for the CORS L1 Phase Center is DH7154.
 DH7153
 DH7153.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7153
 DH7153.The ellipsoidal height was determined by GPS observations
 DH7153.and is referenced to NAD 83.
 DH7153
 DH7153.The geoid height was determined by GEOID03.
 DH7153
 DH7153;                    North         East     Units Scale Factor Converg.
 DH7153;SPC TXNC     - 2,121,320.803   663,387.679   MT  0.99988560   +0 22 08.3
 DH7153;SPC TXNC     - 6,959,700.00  2,176,464.41   sFT  0.99988560   +0 22 08.3
 DH7153
 DH7153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7153!SPC TXNC     -   0.99994685  x   0.99988560  =   0.99983245
 DH7153
 DH7153                          SUPERSEDED SURVEY CONTROL
 DH7153
 DH7153.No superseded survey control is available for this station.
 DH7153
 DH7153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1020825170(NAD 83)
 DH7153_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7153
 DH7153                          STATION DESCRIPTION
 DH7153
 DH7153'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7153'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7153'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7153'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7153'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7153'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7154 ***********************************************************************
 DH7154  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7154  DESIGNATION -  WEATHERFORD CORS L1 PHASE CENTER
 DH7154  CORS_ID     -  TXWE
 DH7154  PID         -  DH7154
 DH7154  STATE/COUNTY-  TX/PARKER
 DH7154  USGS QUAD   -  WEATHERFORD NORTH (1979)
 DH7154
 DH7154                         *CURRENT SURVEY CONTROL
 DH7154  ___________________________________________________________________
 DH7154* NAD 83(CORS)-  32 45 32.01016(N)    097 49 24.48951(W)     ADJUSTED  
 DH7154* NAVD 88     -                                                        
 DH7154  ___________________________________________________________________
 DH7154  EPOCH DATE  -        2002.00
 DH7154  X           -    -730,873.259 (meters)                     COMP
 DH7154  Y           -  -5,319,299.363 (meters)                     COMP
 DH7154  Z           -   3,431,685.695 (meters)                     COMP
 DH7154  ELLIP HEIGHT-         338.63  (meters)          (11/??/05) GPS OBS
 DH7154  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DH7154
 DH7154  HORZ ORDER  -  SPECIAL (CORS)
 DH7154  ELLP ORDER  -  SPECIAL (CORS)
 DH7154
 DH7154.ITRF positions are available for this station.
 DH7154.The coordinates were established by GPS observations
 DH7154.and adjusted by the National Geodetic Survey in November 2005..
 DH7154.The coordinates are valid at the epoch date displayed above.
 DH7154.The epoch date for horizontal control is a decimal equivalence
 DH7154.of Year/Month/Day.
 DH7154
 DH7154
 DH7154.The PID for the CORS ARP is DH7153.
 DH7154
 DH7154.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7154
 DH7154.The ellipsoidal height was determined by GPS observations
 DH7154.and is referenced to NAD 83.
 DH7154
 DH7154.The geoid height was determined by GEOID03.
 DH7154
 DH7154;                    North         East     Units Scale Factor Converg.
 DH7154;SPC TXNC     - 2,121,320.803   663,387.679   MT  0.99988560   +0 22 08.3
 DH7154;SPC TXNC     - 6,959,700.00  2,176,464.41   sFT  0.99988560   +0 22 08.3
 DH7154
 DH7154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7154!SPC TXNC     -   0.99994684  x   0.99988560  =   0.99983244
 DH7154
 DH7154                          SUPERSEDED SURVEY CONTROL
 DH7154
 DH7154.No superseded survey control is available for this station.
 DH7154
 DH7154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1020825170(NAD 83)
 DH7154_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7154
 DH7154                          STATION DESCRIPTION
 DH7154
 DH7154'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7154'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7154'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7154'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7154'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7154'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3173 ***********************************************************************
 CS3173  DESIGNATION -  WEATHERFORD HSE RED ROOF CUP
 CS3173  PID         -  CS3173
 CS3173  STATE/COUNTY-  TX/PARKER
 CS3173  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS3173
 CS3173                         *CURRENT SURVEY CONTROL
 CS3173  ___________________________________________________________________
 CS3173* NAD 83(1993)-  32 45 30.61406(N)    097 48 45.20955(W)     ADJUSTED  
 CS3173* NAVD 88     -                                                        
 CS3173  ___________________________________________________________________
 CS3173  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 CS3173  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CS3173
 CS3173  HORZ ORDER  -  THIRD
 CS3173
 CS3173.The horizontal coordinates were established by classical geodetic methods
 CS3173.and adjusted by the National Geodetic Survey in February 1996..
 CS3173
 CS3173
 CS3173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3173
 CS3173.The geoid height was determined by GEOID03.
 CS3173
 CS3173;                    North         East     Units Scale Factor Converg.
 CS3173;SPC TXNC     - 2,121,284.438   664,410.264   MT  0.99988563   +0 22 29.7
 CS3173;SPC TXNC     - 6,959,580.69  2,179,819.34   sFT  0.99988563   +0 22 29.7
 CS3173;UTM  14      - 3,625,138.914   611,230.396   MT  0.99975256   +0 38 33.3
 CS3173
 CS3173                          SUPERSEDED SURVEY CONTROL
 CS3173
 CS3173  NAD 83(1993)-  32 45 30.61794(N)    097 48 45.19819(W) AD(       ) 4
 CS3173  NAD 83(1986)-  32 45 30.61687(N)    097 48 45.19451(W) AD(       ) 4
 CS3173  NAD 27      -  32 45 30.16000(N)    097 48 44.07000(W) AD(       ) 3
 CS3173
 CS3173.Superseded values are not recommended for survey control.
 CS3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3173.See file dsdata.txt to determine how the superseded data were derived.
 CS3173
 CS3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1123025139(NAD 83)
 CS3173_MARKER: 86 = CUPOLA
 CS3173
 CS3173  HISTORY     - Date     Condition        Report By
 CS3173  HISTORY     - 1902     FIRST OBSERVED   CGS
 CS3173
 CS3173                          STATION DESCRIPTION
 CS3173
 CS3173'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3167 ***********************************************************************
 CS3167  DESIGNATION -  WEATHERFORD MUN WT SEC
 CS3167  PID         -  CS3167
 CS3167  STATE/COUNTY-  TX/PARKER
 CS3167  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS3167
 CS3167                         *CURRENT SURVEY CONTROL
 CS3167  ___________________________________________________________________
 CS3167* NAD 83(1993)-  32 44 25.55447(N)    097 48 25.81606(W)     ADJUSTED  
 CS3167* NAVD 88     -                                                        
 CS3167  ___________________________________________________________________
 CS3167  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 CS3167  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CS3167
 CS3167  HORZ ORDER  -  THIRD
 CS3167
 CS3167.The horizontal coordinates were established by classical geodetic methods
 CS3167.and adjusted by the National Geodetic Survey in February 1996..
 CS3167
 CS3167
 CS3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3167
 CS3167.The geoid height was determined by GEOID03.
 CS3167
 CS3167;                    North         East     Units Scale Factor Converg.
 CS3167;SPC TXNC     - 2,119,283.828   664,928.218   MT  0.99988728   +0 22 40.3
 CS3167;SPC TXNC     - 6,953,017.03  2,181,518.66   sFT  0.99988728   +0 22 40.3
 CS3167;UTM  14      - 3,623,141.010   611,757.615   MT  0.99975401   +0 38 42.7
 CS3167
 CS3167                          SUPERSEDED SURVEY CONTROL
 CS3167
 CS3167  NAD 83(1986)-  32 44 25.55741(N)    097 48 25.79959(W) AD(       ) 4
 CS3167  NAD 27      -  32 44 25.09175(N)    097 48 24.68334(W) AD(       ) 3
 CS3167
 CS3167.Superseded values are not recommended for survey control.
 CS3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3167.See file dsdata.txt to determine how the superseded data were derived.
 CS3167
 CS3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1175823141(NAD 83)
 CS3167_MARKER: 53 = ELEVATED TANK
 CS3167
 CS3167  HISTORY     - Date     Condition        Report By
 CS3167  HISTORY     - 1958     FIRST OBSERVED   USGS
 CS3167  HISTORY     - 19910527 GOOD             USPSQD
 CS3167  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS3167  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS3167
 CS3167                          STATION DESCRIPTION
 CS3167
 CS3167'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS3167'AN INTERSECTION STATION LOCATED IN THE SW. PART OF WEATHERFORD, ABOUT
 CS3167'250 FT. NW. OF THE JUNCTION OF PARK LANE AND S. LAMAR STS., ON KILLION
 CS3167'HILL.  THIS TANK IS DESIGNATED THE --KILLION HILL TANK-- BY THE CITY
 CS3167'WATER DEPARTMENT.
 CS3167'
 CS3167'THE TANK IS PAINTED A SILVERY COLOR, ABOUT 24 FT. IN DIAMETER, 106 FT.
 CS3167'IN HEIGHT AND IS SUPPORTED ON A FOUR LEG STEEL TOWER.
 CS3167'
 CS3167'STATION MARK--LIGHT AT APEX OF TANK.
 CS3167
 CS3167                          STATION RECOVERY (1991)
 CS3167
 CS3167'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS3167'RECOVERED IN GOOD CONDITION.
 CS3167
 CS3167                          STATION RECOVERY (1997)
 CS3167
 CS3167'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3167'MARK NOT FOUND.
 CS3167
 CS3167                          STATION RECOVERY (2002)
 CS3167
 CS3167'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS3167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3175 ***********************************************************************
 CS3175  DESIGNATION -  WEATHERFORD MUNICIPAL TANK
 CS3175  PID         -  CS3175
 CS3175  STATE/COUNTY-  TX/PARKER
 CS3175  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS3175
 CS3175                         *CURRENT SURVEY CONTROL
 CS3175  ___________________________________________________________________
 CS3175* NAD 83(1993)-  32 45 23.56402(N)    097 48 40.34175(W)     ADJUSTED  
 CS3175* NAVD 88     -                                                        
 CS3175  ___________________________________________________________________
 CS3175  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 CS3175  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CS3175
 CS3175  HORZ ORDER  -  THIRD
 CS3175
 CS3175.The horizontal coordinates were established by classical geodetic methods
 CS3175.and adjusted by the National Geodetic Survey in February 1996..
 CS3175
 CS3175
 CS3175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3175
 CS3175.The geoid height was determined by GEOID03.
 CS3175
 CS3175;                    North         East     Units Scale Factor Converg.
 CS3175;SPC TXNC     - 2,121,068.116   664,538.378   MT  0.99988581   +0 22 32.4
 CS3175;SPC TXNC     - 6,958,870.98  2,180,239.66   sFT  0.99988581   +0 22 32.4
 CS3175;UTM  14      - 3,624,923.222   611,359.502   MT  0.99975291   +0 38 35.8
 CS3175
 CS3175                          SUPERSEDED SURVEY CONTROL
 CS3175
 CS3175  NAD 83(1993)-  32 45 23.56481(N)    097 48 40.32438(W) AD(       ) 4
 CS3175  NAD 83(1986)-  32 45 23.56675(N)    097 48 40.32570(W) AD(       ) 4
 CS3175  NAD 27      -  32 45 23.11300(N)    097 48 39.21900(W) AD(       ) 3
 CS3175
 CS3175.Superseded values are not recommended for survey control.
 CS3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3175.See file dsdata.txt to determine how the superseded data were derived.
 CS3175
 CS3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1136024923(NAD 83)
 CS3175_MARKER: 53 = ELEVATED TANK
 CS3175
 CS3175  HISTORY     - Date     Condition        Report By
 CS3175  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS3175  HISTORY     - 1951     GOOD             CGS
 CS3175  HISTORY     - 1955     GOOD             CGS
 CS3175  HISTORY     - 19910522 MARK NOT FOUND   USPSQD
 CS3175
 CS3175                          STATION DESCRIPTION
 CS3175
 CS3175'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3175'THIS TANK IS LOCATED ON A GRASSY KNOLL, APPROXIMATELY 1 MILE
 CS3175'SW OF THE COURTHOUSE IN WEATHERFORD.  IT IS A SILVER PAINTED
 CS3175'TANK, OF STEEL CONSTRUCTION, ABOUT 60 FEET HIGH, MOUNTED ON 4
 CS3175'BLACK, STEEL LATTICE-WORK LEGS, SPACED APPROXIMATELY 16 FEET
 CS3175'SQUARE.  THESE LEGS ARE SUPPORTED ON CONCRETE BASES ABOUT 3
 CS3175'FEET SQUARE.  THE TANK ITSELF IS ABOUT 15 FEET IN DIAMETER AND
 CS3175'HAS A SMALL RED LIGHT ON TOP.
 CS3175'
 CS3175'TO REACH FROM THE COURTHOUSE IN WEATHERFORD, TAKE U.S. HIGHWAY
 CS3175'80 W (PALO PINTO STREET) FOR 0.9 MILE TO INTERSECTION OF
 CS3175'SOUTH DUBBLETTE STREET ON LEFT.  TURN LEFT S ON SOUTH DUBBLETTE
 CS3175'STREET AND CONTINUE FOR 1 MILE TO TANK ON RIGHT AS DESCRIBED.
 CS3175
 CS3175                          STATION RECOVERY (1951)
 CS3175
 CS3175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3175'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 CS3175'DESCRIBED.
 CS3175
 CS3175                          STATION RECOVERY (1955)
 CS3175
 CS3175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CS3175'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION CORRECTION--TURN
 CS3175'LEFT S ON SOUTH DUBBLETTE STREET AND CONTINUE FOR 0.1
 CS3175'MILE (NOT 1 MILE) TO END OF STREET AND TANK ON RIGHT AS
 CS3175'DESCRIBED.
 CS3175
 CS3175                          STATION RECOVERY (1991)
 CS3175
 CS3175'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS3175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2298 ***********************************************************************
 CS2298  DESIGNATION -  WEATHERFORD RM 1
 CS2298  PID         -  CS2298
 CS2298  STATE/COUNTY-  TX/PARKER
 CS2298  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2298
 CS2298                         *CURRENT SURVEY CONTROL
 CS2298  ___________________________________________________________________
 CS2298* NAD 83(1986)-  32 45 03.     (N)    097 48 06.     (W)     SCALED    
 CS2298* NAVD 88     -       350.590  (meters)    1150.23   (feet)  ADJUSTED  
 CS2298  ___________________________________________________________________
 CS2298  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CS2298  DYNAMIC HT  -         350.162 (meters)    1148.82  (feet)  COMP
 CS2298  MODELED GRAV-     979,406.2   (mgal)                       NAVD 88
 CS2298
 CS2298  VERT ORDER  -  FIRST     CLASS II
 CS2298
 CS2298.The horizontal coordinates were scaled from a topographic map and have
 CS2298.an estimated accuracy of +/- 6 seconds.
 CS2298
 CS2298.The orthometric height was determined by differential leveling
 CS2298.and adjusted by the National Geodetic Survey in June 1991..
 CS2298
 CS2298.The geoid height was determined by GEOID03.
 CS2298
 CS2298.The dynamic height is computed by dividing the NAVD 88
 CS2298.geopotential number by the normal gravity value computed on the
 CS2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2298.degrees latitude (g = 980.6199 gals.).
 CS2298
 CS2298.The modeled gravity was interpolated from observed gravity values.
 CS2298
 CS2298;                    North         East    Units  Estimated Accuracy
 CS2298;SPC TXNC     - 2,120,440.      665,440.      MT  (+/- 180 meters Scaled)
 CS2298
 CS2298                          SUPERSEDED SURVEY CONTROL
 CS2298
 CS2298  NGVD 29 (??/??/92)  350.505  (m)         1149.95   (f) ADJ UNCH    1 2
 CS2298
 CS2298.Superseded values are not recommended for survey control.
 CS2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2298.See file dsdata.txt to determine how the superseded data were derived.
 CS2298
 CS2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB122243(NAD 83)
 CS2298_MARKER: DR = REFERENCE MARK DISK
 CS2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2298_STAMPING: WEATHERFORD NO 1 1946
 CS2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2298+STABILITY: SURFACE MOTION
 CS2298
 CS2298  HISTORY     - Date     Condition        Report By
 CS2298  HISTORY     - 1946     MONUMENTED       CGS
 CS2298  HISTORY     - 1952     GOOD             NGS
 CS2298  HISTORY     - 1962     GOOD             NGS
 CS2298  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2298  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2298  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2298  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2298
 CS2298                          STATION DESCRIPTION
 CS2298
 CS2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2298'0.9 MI SW FROM WEATHERFORD.
 CS2298'0.4 MILE SOUTH ALONG STATE HIGHWAY 171 FROM THE COURTHOUSE AT
 CS2298'WEATHERFORD, THENCE 0.3 MILE WEST ALONG AKARD STREET, THENCE 0.2 MILE
 CS2298'ALONG A ROAD LEADING TO THE TOP OF OYSTER HILL, ON THE EAST SLOPE OF
 CS2298'THE HILL, 89.0 FEET SOUTHEAST OF TRIANGULATION STATION WEATHERFORD
 CS2298'1946, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CS2298'THE GROUND.
 CS2298
 CS2298                          STATION RECOVERY (1962)
 CS2298
 CS2298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CS2298'RECOVERED IN GOOD CONDITION.
 CS2298
 CS2298                          STATION RECOVERY (1995)
 CS2298
 CS2298'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2298'MARK NOT FOUND.
 CS2298
 CS2298                          STATION RECOVERY (1997)
 CS2298
 CS2298'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2298'MARK NOT FOUND.
 CS2298
 CS2298                          STATION RECOVERY (2002)
 CS2298
 CS2298'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2298'MARK NOT FOUND.
 CS2298
 CS2298                          STATION RECOVERY (2004)
 CS2298
 CS2298'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2299 ***********************************************************************
 CS2299  DESIGNATION -  WEATHERFORD RM 2
 CS2299  PID         -  CS2299
 CS2299  STATE/COUNTY-  TX/PARKER
 CS2299  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2299
 CS2299                         *CURRENT SURVEY CONTROL
 CS2299  ___________________________________________________________________
 CS2299* NAD 83(1986)-  32 45 04.     (N)    097 48 07.     (W)     SCALED    
 CS2299* NAVD 88     -       350.386  (meters)    1149.56   (feet)  ADJUSTED  
 CS2299  ___________________________________________________________________
 CS2299  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CS2299  DYNAMIC HT  -         349.958 (meters)    1148.15  (feet)  COMP
 CS2299  MODELED GRAV-     979,406.2   (mgal)                       NAVD 88
 CS2299
 CS2299  VERT ORDER  -  FIRST     CLASS II
 CS2299
 CS2299.The horizontal coordinates were scaled from a topographic map and have
 CS2299.an estimated accuracy of +/- 6 seconds.
 CS2299
 CS2299.The orthometric height was determined by differential leveling
 CS2299.and adjusted by the National Geodetic Survey in June 1991..
 CS2299
 CS2299.The geoid height was determined by GEOID03.
 CS2299
 CS2299.The dynamic height is computed by dividing the NAVD 88
 CS2299.geopotential number by the normal gravity value computed on the
 CS2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2299.degrees latitude (g = 980.6199 gals.).
 CS2299
 CS2299.The modeled gravity was interpolated from observed gravity values.
 CS2299
 CS2299;                    North         East    Units  Estimated Accuracy
 CS2299;SPC TXNC     - 2,120,470.      665,410.      MT  (+/- 180 meters Scaled)
 CS2299
 CS2299                          SUPERSEDED SURVEY CONTROL
 CS2299
 CS2299  NGVD 29 (??/??/92)  350.301  (m)         1149.28   (f) ADJ UNCH    1 2
 CS2299
 CS2299.Superseded values are not recommended for survey control.
 CS2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2299.See file dsdata.txt to determine how the superseded data were derived.
 CS2299
 CS2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB122243(NAD 83)
 CS2299_MARKER: DR = REFERENCE MARK DISK
 CS2299_SETTING: 66 = SET IN ROCK OUTCROP
 CS2299_SP_SET: ROCK LEDGE
 CS2299_STAMPING: WEATHERFORD NO 2 1946
 CS2299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2299+STABILITY: POSITION/ELEVATION WELL
 CS2299
 CS2299  HISTORY     - Date     Condition        Report By
 CS2299  HISTORY     - 1946     MONUMENTED       CGS
 CS2299  HISTORY     - 1952     GOOD             NGS
 CS2299  HISTORY     - 1962     GOOD             NGS
 CS2299  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2299  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2299  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2299  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2299
 CS2299                          STATION DESCRIPTION
 CS2299
 CS2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2299'0.9 MI SW FROM WEATHERFORD.
 CS2299'0.4 MILE SOUTH ALONG STATE HIGHWAY 171 FROM THE COURTHOUSE AT
 CS2299'WEATHERFORD, THENCE 0.3 MILE WEST ALONG AKARD STREET, THENCE 0.2 MILE
 CS2299'ALONG A ROAD LEADING TO THE TOP OF OYSTER HILL, 176.0 FEET NORTH OF
 CS2299'TRIANGULATION STATION WEATHERFORD 1946, IN THE CENTER OF A TRACK ROAD
 CS2299'LEADING NORTH, FLUSH WITH THE GROUND, SET IN THE TOP OF A ROCK LEDGE.
 CS2299
 CS2299                          STATION RECOVERY (1962)
 CS2299
 CS2299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CS2299'RECOVERED IN GOOD CONDITION.
 CS2299
 CS2299                          STATION RECOVERY (1995)
 CS2299
 CS2299'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2299'MARK NOT FOUND.
 CS2299
 CS2299                          STATION RECOVERY (1997)
 CS2299
 CS2299'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2299'MARK NOT FOUND.
 CS2299
 CS2299                          STATION RECOVERY (2002)
 CS2299
 CS2299'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2299'MARK NOT FOUND.
 CS2299
 CS2299                          STATION RECOVERY (2004)
 CS2299
 CS2299'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3174 ***********************************************************************
 CS3174  DESIGNATION -  WEATHERFORD TK NEAR WHITE HSE
 CS3174  PID         -  CS3174
 CS3174  STATE/COUNTY-  TX/PARKER
 CS3174  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS3174
 CS3174                         *CURRENT SURVEY CONTROL
 CS3174  ___________________________________________________________________
 CS3174* NAD 83(1993)-  32 45 29.81787(N)    097 48 46.78289(W)     ADJUSTED  
 CS3174* NAVD 88     -                                                        
 CS3174  ___________________________________________________________________
 CS3174  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 CS3174  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CS3174
 CS3174  HORZ ORDER  -  THIRD
 CS3174
 CS3174.The horizontal coordinates were established by classical geodetic methods
 CS3174.and adjusted by the National Geodetic Survey in February 1996..
 CS3174
 CS3174
 CS3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3174
 CS3174.The geoid height was determined by GEOID03.
 CS3174
 CS3174;                    North         East     Units Scale Factor Converg.
 CS3174;SPC TXNC     - 2,121,259.646   664,369.476   MT  0.99988565   +0 22 28.9
 CS3174;SPC TXNC     - 6,959,499.36  2,179,685.52   sFT  0.99988565   +0 22 28.9
 CS3174;UTM  14      - 3,625,113.935   611,189.730   MT  0.99975244   +0 38 32.5
 CS3174
 CS3174                          SUPERSEDED SURVEY CONTROL
 CS3174
 CS3174  NAD 83(1993)-  32 45 29.82178(N)    097 48 46.77153(W) AD(       ) 4
 CS3174  NAD 83(1986)-  32 45 29.82068(N)    097 48 46.76784(W) AD(       ) 4
 CS3174  NAD 27      -  32 45 29.36000(N)    097 48 45.65000(W) AD(       ) 3
 CS3174
 CS3174.Superseded values are not recommended for survey control.
 CS3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3174.See file dsdata.txt to determine how the superseded data were derived.
 CS3174
 CS3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1119025114(NAD 83)
 CS3174_MARKER: 51 = TANK
 CS3174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS3174+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2002
 CS3174
 CS3174  HISTORY     - Date     Condition        Report By
 CS3174  HISTORY     - 1902     FIRST OBSERVED   CGS
 CS3174  HISTORY     - 20020317 GOOD             USPSQD
 CS3174
 CS3174                          STATION DESCRIPTION
 CS3174
 CS3174'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3165 ***********************************************************************
 CS3165  DESIGNATION -  WEATHERFORD YELLOW HOUSE CUP
 CS3165  PID         -  CS3165
 CS3165  STATE/COUNTY-  TX/PARKER
 CS3165  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS3165
 CS3165                         *CURRENT SURVEY CONTROL
 CS3165  ___________________________________________________________________
 CS3165* NAD 83(1993)-  32 44 19.16755(N)    097 47 45.79434(W)     ADJUSTED  
 CS3165* NAVD 88     -                                                        
 CS3165  ___________________________________________________________________
 CS3165  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 CS3165  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CS3165
 CS3165  HORZ ORDER  -  THIRD
 CS3165
 CS3165.The horizontal coordinates were established by classical geodetic methods
 CS3165.and adjusted by the National Geodetic Survey in February 1996..
 CS3165
 CS3165
 CS3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3165
 CS3165.The geoid height was determined by GEOID03.
 CS3165
 CS3165;                    North         East     Units Scale Factor Converg.
 CS3165;SPC TXNC     - 2,119,094.028   665,971.360   MT  0.99988745   +0 23 02.1
 CS3165;SPC TXNC     - 6,952,394.32  2,184,941.04   sFT  0.99988745   +0 23 02.1
 CS3165;UTM  14      - 3,622,956.103   612,801.493   MT  0.99975690   +0 39 04.2
 CS3165
 CS3165                          SUPERSEDED SURVEY CONTROL
 CS3165
 CS3165  NAD 83(1986)-  32 44 19.17043(N)    097 47 45.77934(W) AD(       ) 4
 CS3165  NAD 27      -  32 44 18.71000(N)    097 47 44.66000(W) AD(       ) 3
 CS3165
 CS3165.Superseded values are not recommended for survey control.
 CS3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3165.See file dsdata.txt to determine how the superseded data were derived.
 CS3165
 CS3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1280122956(NAD 83)
 CS3165_MARKER: 86 = CUPOLA
 CS3165
 CS3165  HISTORY     - Date     Condition        Report By
 CS3165  HISTORY     - 1902     FIRST OBSERVED   CGS
 CS3165
 CS3165                          STATION DESCRIPTION
 CS3165
 CS3165'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0452 ***********************************************************************
 BO0452  DESIGNATION -  WEBB
 BO0452  PID         -  BO0452
 BO0452  STATE/COUNTY-  TX/EDWARDS
 BO0452  USGS QUAD   -  RAY LAKE SW (1987)
 BO0452
 BO0452                         *CURRENT SURVEY CONTROL
 BO0452  ___________________________________________________________________
 BO0452* NAD 83(1993)-  30 07 19.23022(N)    100 24 54.80737(W)     ADJUSTED  
 BO0452* NAVD 88     -       718.8    (meters)    2358.     (feet)  VERTCON   
 BO0452  ___________________________________________________________________
 BO0452  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 BO0452  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BO0452
 BO0452  HORZ ORDER  -  FIRST
 BO0452
 BO0452.The horizontal coordinates were established by classical geodetic methods
 BO0452.and adjusted by the National Geodetic Survey in February 1996..
 BO0452
 BO0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0452
 BO0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0452
 BO0452.The geoid height was determined by GEOID03.
 BO0452
 BO0452;                    North         East     Units Scale Factor Converg.
 BO0452;SPC TXSC     - 4,254,478.451   463,626.760   MT  0.99995738   -0 41 36.0
 BO0452;SPC TXSC     -13,958,234.72  1,521,082.13   sFT  0.99995738   -0 41 36.0
 BO0452;UTM  14      - 3,333,150.086   363,665.240   MT  0.99982932   -0 42 37.2
 BO0452
 BO0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0452!SPC TXSC     -   0.99989061  x   0.99995738  =   0.99984800
 BO0452!UTM  14      -   0.99989061  x   0.99982932  =   0.99971995
 BO0452
 BO0452|---------------------------------------------------------------------|
 BO0452| PID    Reference Object                     Distance      Geod. Az  |
 BO0452|                                                           dddmmss.s |
 BO0452| CV5767 WEBB RM 1                            35.381 METERS 06242     |
 BO0452| CV5768 WEBB RM 2                            35.370 METERS 21041     |
 BO0452| BO0468 MAY ET                              APPROX. 9.9 KM 2625207.7 |
 BO0452| CV5769 WEBB RM 3                            34.260 METERS 31958     |
 BO0452|---------------------------------------------------------------------|
 BO0452
 BO0452                          SUPERSEDED SURVEY CONTROL
 BO0452
 BO0452  NAD 83(1986)-  30 07 19.22772(N)    100 24 54.79445(W) AD(       ) 1
 BO0452  NAD 27      -  30 07 18.49600(N)    100 24 53.48500(W) AD(       ) 1
 BO0452  NGVD 29 (07/19/86)  718.7    (m)         2358.     (f) VERT ANG       
 BO0452
 BO0452.Superseded values are not recommended for survey control.
 BO0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0452.See file dsdata.txt to determine how the superseded data were derived.
 BO0452
 BO0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU6366533150(NAD 83)
 BO0452_MARKER: DS = TRIANGULATION STATION DISK
 BO0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0452
 BO0452  HISTORY     - Date     Condition        Report By
 BO0452  HISTORY     - 1935     MONUMENTED       CGS
 BO0452  HISTORY     - 1960     GOOD             CGS
 BO0452  HISTORY     - 1971     GOOD             USGS
 BO0452
 BO0452                          STATION DESCRIPTION
 BO0452
 BO0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0452'STATION IS LOCATED ON THE RANCH OF E. WEBB AND HIGHEST GROUND
 BO0452'IN VICINITY COVERED WITH SMALL ROCKS, 1-1/2 MILES NNW OF THE E.
 BO0452'WEBB RANCH (NELSON FOREMAN) 14-1/2 MILES WNW OF ROCKSPRINGS.
 BO0452'
 BO0452'SURFACE IS MARKED BY A STANDARD DISK CAST IN TOP OF A 26-INCH
 BO0452'CONCRETE CYLINDER FLUSH WITH THE SURFACE.
 BO0452'
 BO0452'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 BO0452'HOLE IN BEDROCK.
 BO0452'
 BO0452'REFERENCE MARKS NOS. 1 AND 3 ARE STANDARD BRONZE DISKS SET
 BO0452'IN CONCRETE CYLINDERS.
 BO0452'
 BO0452'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BO0452'
 BO0452'REFERENCE MARK NO. 1 IS 116.03 FEET NE OF STATION, AND PROJECTS
 BO0452'ABOUT 12 INCHES.  REFERENCE MARK NO. 2 IS 116.03 FEET S OF
 BO0452'STATION, AND PROJECTS ABOUT 8 INCHES.  REFERENCE MARK NO. 3 IS
 BO0452'112.26 FEET WNW OF STATION, AND PROJECTS ABOUT 12 INCHES.
 BO0452'
 BO0452'STATION IS REACHED FROM THE POST OFFICE IN ROCKSPRINGS BY
 BO0452'GOING W ON STATE HIGHWAY 41 FOR 0.3 MILE AND TAKE RIGHT FORK
 BO0452'(GRAVEL) AT THREE POINTS TOURISTS CAMP (SONORA ROAD).  PROCEED
 BO0452'4.55 MILES AND TAKE LEFT FORK THROUGH BUMPER GATE WITH SIGNS
 BO0452'WEBB RANCH AND R.C. NETHERY.  CONTINUE 5.05 MILES FARTHER
 BO0452'AND TAKE DIM LEFT FORK JUST AFTER PASSING THROUGH BUMPER
 BO0452'GATE 1/4 MILE BEFORE REACHING BIG WHITE HOUSE AHEAD ON HILL.
 BO0452'PROCEED 1.7 MILES OR 0.2 MILE AFTER PASSING THROUGH BOARD
 BO0452'GATE AND TAKE RIGHT FORK.  GO 0.8 MILE AND PASS THROUGH GREEN
 BO0452'GATE.  CONTINUE 2.25 MILES AND PASS WEBB RANCH ON LEFT.
 BO0452'BEAR RIGHT JUST AFTER PASSING WINDMILL ON LEFT, GO 0.6 MILE
 BO0452'OR 0.2 MILE PAST ABANDONED HOUSE ON LEFT AND TAKE LEFT
 BO0452'FORK (NW) NEAR FENCE CORNER ON RIGHT.  FOLLOW THIS LEFT FORK
 BO0452'0.6 MILE AND THEN BEAR RIGHT (NNW) 0.3 MILE TO TOP OF HIGH
 BO0452'GROUND AND STATION.  STATION IS 52 FEET S OF TRIANGULAR
 BO0452'BLAZE ON S SIDE OF LARGEST OAK TREE IN VICINITY.
 BO0452'
 BO0452'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BO0452
 BO0452                          STATION RECOVERY (1960)
 BO0452
 BO0452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (POC)
 BO0452'STATION AND REFERENCE MARKS 1, 2 AND 3 FOUND IN GOOD CONDITION.
 BO0452'TO REACH STATION FROM COURTHOUSE IN ROCKSPRINGS FOLLOW STATE
 BO0452'HIGHWAY 55 NW 14.3 MILES TO BUMP GATE ON LEFT.  PASS THROUGH
 BO0452'GATE AND CONTINUE ACROSS FIELD 3/4 MILE TO STATION ON HIGHEST
 BO0452'POINT OF LARGE FLAT HILL.
 BO0452
 BO0452                          STATION RECOVERY (1971)
 BO0452
 BO0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0452'THE STATION IS LOCATED WEST-NORTHWEST 14 MILES AIRLINE DISTANCE
 BO0452'FROM ROCKSPRINGS, TEXAS, AND ABOUT 0.6 MILES SOUTHWEST OF
 BO0452'STATE HIGHWAY 55, ON HIGH POINT OF BRUSH COVERED RIDGE ON LAND
 BO0452'OWNED BY B.M. JOBES.
 BO0452'
 BO0452'TO REACH FROM ROCKSPRINGS, TEXAS, GO 14 MILES NORTHWEST ON
 BO0452'STATE HIGHWAY 55 TO JOBES RANCH ENTRANCE LEFT (SOUTHWEST),
 BO0452'CROSS CATTLEGUARD ENTRANCE, THEN TAKE DIM TRACK ROAD NORTHWEST
 BO0452'0.7 MILES TO POWERLINE, TURN LEFT AND GO 0.4 MILES SOUTHWEST
 BO0452'ALONG POWERLINE TO SLIGHT CREST, TURN LEFT AND GO 0.1 MILE
 BO0452'SOUTH ACROSS COUNTRY TO STATION SITE.  17 FEET WEST OF A USC
 BO0452'AND GS WITNESS SIGN MOUNTED ON A METAL POST.
 BO0452'
 BO0452'STATION MARK--A STANDARD BRONZE DISK SET IN A MASS OF CONCRETE,
 BO0452'POURED FLUSH WITH GROUND AND STAMPED WEBB 1935.
 BO0452'
 BO0452'REFERENCE MARK NO. 1--A STANDARD BRONZE DISK SET IN A ROUND
 BO0452'CONCRETE POST, PROJECTING 0.7 FEET, AND STAMPED WEBB-NO. 1 1935.
 BO0452'(NOTE--CONCRETE POST FOUND BROKEN, BUT WAS REPAIRED).
 BO0452'
 BO0452'REFERENCE MARK NO. 2--A STANDARD BRONZE-DISK SET IN A SQUARE
 BO0452'CONCRETE POST, PROJECTING 0.3 FEET, AND STAMPED WEBB-NO.
 BO0452'2 1935.  (NOTE--CORNER OF CONCRETE POST BROKEN OFF, AND DISK
 BO0452'BENT ABOUT 0.1 FEET OUT OF ORIGINAL POSITION).
 BO0452'
 BO0452'REFERENCE MARK NO. 3--A STANDARD BRONZE DISK SET IN A ROUND
 BO0452'CONCRETE POST, PROJECTING 0.7 FEET, AND STAMPED WEBB NO. 3 1935.
 BO0452'
 BO0452'NO STATIONS ARE VISIBLE FROM THE GROUND AND NO SUITABLE PLACE
 BO0452'FOR AN AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE FROM A TOWER,
 BO0452'AT A HEIGHT OF 26 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1127 ***********************************************************************
 CU1127  SACS        -  This is a Secondary Airport Control Station.
 CU1127  DESIGNATION -  WEBB
 CU1127  PID         -  CU1127
 CU1127  STATE/COUNTY-  TX/HOWARD
 CU1127  USGS QUAD   -  ELBOW (1978)
 CU1127
 CU1127                         *CURRENT SURVEY CONTROL
 CU1127  ___________________________________________________________________
 CU1127* NAD 83(1993)-  32 11 59.76774(N)    101 30 59.05822(W)     ADJUSTED  
 CU1127* NAVD 88     -       796.44   (meters)    2613.0    (feet)  GPS OBS   
 CU1127  ___________________________________________________________________
 CU1127  X           -  -1,078,686.737 (meters)                     COMP
 CU1127  Y           -  -5,294,155.279 (meters)                     COMP
 CU1127  Z           -   3,379,623.486 (meters)                     COMP
 CU1127  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CU1127  ELLIP HEIGHT-         771.08  (meters)          (02/14/01) GPS OBS
 CU1127  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CU1127
 CU1127  HORZ ORDER  -  FIRST
 CU1127  ELLP ORDER  -  FIFTH     CLASS I
 CU1127
 CU1127.This mark is at Big Spring Mcmahon-Wrinkle (21XS) Airport (21XS)
 CU1127
 CU1127.The horizontal coordinates were established by GPS observations
 CU1127.and adjusted by the National Geodetic Survey in July 1997..
 CU1127
 CU1127.The orthometric height was determined by GPS observations and a
 CU1127.high-resolution geoid model.
 CU1127
 CU1127.GPS derived orthometric heights for airport stations designated as
 CU1127.PACS or SACS are published to 2 decimal places.  This maintains
 CU1127.centimeter relative accuracy between the PACS and SACS.  It does
 CU1127.not indicate centimeter accuracy relative to other marks which are
 CU1127.part of the NAVD 88 network.
 CU1127
 CU1127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU1127
 CU1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1127
 CU1127.The ellipsoidal height was determined by GPS observations
 CU1127.and is referenced to NAD 83.
 CU1127
 CU1127.The geoid height was determined by GEOID03.
 CU1127
 CU1127;                    North         East     Units Scale Factor Converg.
 CU1127;SPC TXNC     - 2,063,218.460   315,634.788   MT  0.99998222   -1 38 42.5
 CU1127;SPC TXNC     - 6,769,075.90  1,035,545.13   sFT  0.99998222   -1 38 42.5
 CU1127;UTM  14      - 3,565,374.197   262,796.118   MT  1.00029393   -1 20 29.6
 CU1127
 CU1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1127!SPC TXNC     -   0.99987894  x   0.99998222  =   0.99986117
 CU1127!UTM  14      -   0.99987894  x   1.00029393  =   1.00017284
 CU1127
 CU1127:                Primary Azimuth Mark                     Grid Az
 CU1127:SPC TXNC     -  WEBB AFB CONTROL TOWER                   005 06 30.3
 CU1127:UTM  14      -  WEBB AFB CONTROL TOWER                   004 48 17.4
 CU1127
 CU1127|---------------------------------------------------------------------|
 CU1127| PID    Reference Object                     Distance      Geod. Az  |
 CU1127|                                                           dddmmss.s |
 CU1127| CU1126 WEBB AFB CONTROL TOWER              APPROX. 2.8 KM 0032747.8 |
 CU1127| CU1125 WEBB AFB RADAR DOME                 APPROX. 2.9 KM 0033741.5 |
 CU1127| CU1124 WEBB AFB BEACON                     APPROX. 2.3 KM 0164435.5 |
 CU1127| CU1096 BIG SPRINGS VA HOSP TANK            APPROX. 5.2 KM 0475200.3 |
 CU1127| CU1095 BIG SPRINGS TEX ELEC SERV MAST      APPROX. 5.9 KM 0645308.1 |
 CU1127| CH9885 WEBB RM 1                             9.967 METERS 11108     |
 CU1127| CH9886 WEBB RM 2                             9.279 METERS 15750     |
 CU1127|---------------------------------------------------------------------|
 CU1127
 CU1127                          SUPERSEDED SURVEY CONTROL
 CU1127
 CU1127  ELLIP H (07/10/97)  771.09   (m)                       GP(       ) 5 1
 CU1127  NAD 83(1993)-  32 11 59.76746(N)    101 30 59.05686(W) AD(       ) 3
 CU1127  NAD 83(1986)-  32 11 59.77286(N)    101 30 59.04886(W) AD(       ) 3
 CU1127  NAD 27      -  32 11 59.33514(N)    101 30 57.60014(W) AD(       ) 3
 CU1127
 CU1127.Superseded values are not recommended for survey control.
 CU1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1127.See file dsdata.txt to determine how the superseded data were derived.
 CU1127
 CU1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6279665374(NAD 83)
 CU1127_MARKER: DS = TRIANGULATION STATION DISK
 CU1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1127_STAMPING: WEBB 1968
 CU1127_MARK LOGO: CGS   
 CU1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU1127+STABILITY: SURFACE MOTION
 CU1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU1127+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1995
 CU1127
 CU1127  HISTORY     - Date     Condition        Report By
 CU1127  HISTORY     - 1968     MONUMENTED       CGS
 CU1127  HISTORY     - 19950522 GOOD             NGS
 CU1127
 CU1127                          STATION DESCRIPTION
 CU1127
 CU1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1127'STATION IS LOCATED ON THE SOUTH PART OF WEBB AIR FORCE
 CU1127'BASE, EAST OF A LANDING STRIP.
 CU1127'
 CU1127'TO REACH FROM THE MAIN GATE AT WEBB AIR FORCE BASE IN BIG
 CU1127'SPRING, GO SOUTH ON PAVED ROAD FOR 0.05 MILE TO A
 CU1127'CROSSROAD, TURN RIGHT, WEST, ON WAREHOUSE ROAD FOR 0.45 MILE TO
 CU1127'A T-ROAD, TURN LEFT, SOUTH, ON 1ST STREET FOR 0.55 MILE TO
 CU1127'A CROSSROAD, CONTINUE SOUTH ON 1ST STREET FOR 0.5 MILE TO
 CU1127'A PAVED SIDE ROAD LEFT, TURN LEFT ON GOLF COURSE ROAD AND GO
 CU1127'SOUTH, WEST AND SOUTH FOR 1.3 MILES TO A PISTOL FIRING RANGE
 CU1127'ON THE RIGHT, CONTINUE SOUTH FOR 0.1 MILE TO A PAVED SIDE
 CU1127'ROAD RIGHT, TURN RIGHT, WEST, FOR 0.1 MILE TO THE END OF
 CU1127'PAVEMENT AND THE STATION ON THE LEFT.
 CU1127'
 CU1127'STATION MARK, A STANDARD DISK STAMPED WEBB 1968, SET IN
 CU1127'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 CU1127'THE SURFACE OF THE GROUND.  IT IS 76.5 FEET WEST OF THE CENTER OF A
 CU1127'CONCRETE PAD, 56.5 FEET WEST-SOUTHWEST OF A PAVED T-ROAD JUNCTION
 CU1127'AND 6 FEET EAST OF A METAL WITNESS POST.
 CU1127'
 CU1127'REFERENCE MARK 1, A STANDARD DISK STAMPED WEBB NO 1 1968,
 CU1127'CEMENTED IN A DRILL HOLE IN THE TOP OF A 10 X 24 INCH
 CU1127'CONCRETE POST, FLUSH WITH THE GROUND SURFACE.  IT IS 45
 CU1127'FEET WEST OF THE CENTER OF A CONCRETE PAD, 44.5 FEET SOUTHWEST
 CU1127'OF A PAVED T-ROAD JUNCTION AND 38 FEET EAST-SOUTHEAST OF A
 CU1127'METAL WITNESS POST.
 CU1127'
 CU1127'REFERENCE MARK 2, A STANDARD DISK STAMPED WEBB NO 2 1968,
 CU1127'CEMENTED IN A DRILL HOLE IN THE TOP OF A 10 X 24 INCH
 CU1127'CONCRETE POST, FLUSH WITH THE GROUND SURFACE.  IT IS 72 FEET
 CU1127'SOUTHWEST OF A PAVED T-ROAD JUNCTION, 65.5 FEET WEST-SOUTHWEST
 CU1127'OF THE CENTER OF A CONCRETE PAD AND 32 FEET SOUTHEAST OF A
 CU1127'METAL WITNESS POST.
 CU1127'
 CU1127'NO AZIMUTH MARK WAS ESTABLISHED.
 CU1127'
 CU1127'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CU1127
 CU1127                          STATION RECOVERY (1995)
 CU1127
 CU1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CU1127'THE STATION IS LOCATED ON THE WEST EDGE OF BIG SPRING TEXAS AT THE BIG
 CU1127'SPRING, MC MAHON-WRINKLE AIR PARK.  NEAR THE SOUTH EAST EDGE OF THE
 CU1127'AIRPORT, ON A HILL OVERLOOKING THE AIRPORT.  EAST OF A SKEET SHOOTING
 CU1127'RANGE, WEST OF GOLF COURSE ROAD, SOUTH OF A PISTOL RANGE, AND WEST OF
 CU1127'AN 8 X 10 FOOT (3.0 M) CONCRETE SLAB.  OWNERSHIP--CITY OF BIG SPRING,
 CU1127'310 NOLAND STREET, BIG SPRING, TX.  79721.  AIRPORT MANAGER NELDA
 CU1127'REAGAN, PHONE 915-264-2362.  TO REACH THE STATION FROM THE JUNCTION OF
 CU1127'INTERSTATE 20 AND BUSINESS ROUTE 20 (WEST HIGHWAY 80) ON THE WEST SIDE
 CU1127'OF BIG SPRING, (EXIT 174) .  GO EAST, 1.30 KM (0.80 MI) ON BUISNESS 20
 CU1127'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WEST, 1.0 KM
 CU1127'(0.60 MI) ON AIRPARK DRIVE TO TAXI (C) .  TURN LEFT, EASTERLY, 0.78 KM
 CU1127'(0.50 MI) TO TAXI (F) .  TURN RIGHT, SOUTHEAST, 1.13 KM (0.70 MI) TO
 CU1127'TAXI (A) .  BEAR RIGHT, SOUTH, 1.38 KM (0.85 MI) TO A TRACK ROAD LEFT.
 CU1127'BEAR LEFT, SOUTHEAST, 0.168 KM (0.10 MI) TO GOLF COURSE ROAD.  BEAR
 CU1127'RIGHT, SOUTHEAST, 0.50 KM (0.30 MI) TO THE TOP OF A HILL AND ROAD TO
 CU1127'THE RIGHT.  TURN RIGHT, WEST, 0.078 KM (0.05 MI) TO THE STATION ON THE
 CU1127'LEFT.  STATION IS 78.0 M (255.9 FT) WEST OF GOLF COURSE ROAD CENTER,
 CU1127'31.0 M (101.7 FT) SOUTH OF A CALEACHE ROAD CENTER, 21.9 M (71.9 FT)
 CU1127'WEST OF THE NORTHWEST CORNER OF AN 8 X 10 FOOT (3.0 M) CONCRETE SLAB
 CU1127'THAT IS PROJECTING 0.4 M (1.3 FT) ABOVE THE GROUND, 9.3 M (30.5 FT)
 CU1127'NORTH OF REFRENCE MARK N0.  2, 1.0 M (3.3 FT) SOUTH OF A WITNESS POST,
 CU1127'0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 CU1127'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THIS IS A (SACS) SECONDARY
 CU1127'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1124 ***********************************************************************
 CU1124  DESIGNATION -  WEBB AFB BEACON
 CU1124  PID         -  CU1124
 CU1124  STATE/COUNTY-  TX/HOWARD
 CU1124  USGS QUAD   -  ELBOW (1978)
 CU1124
 CU1124                         *CURRENT SURVEY CONTROL
 CU1124  ___________________________________________________________________
 CU1124* NAD 83(1993)-  32 13 11.04006(N)    101 30 33.83564(W)     ADJUSTED  
 CU1124* NAVD 88     -                                                        
 CU1124  ___________________________________________________________________
 CU1124  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CU1124  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CU1124
 CU1124  HORZ ORDER  -  THIRD
 CU1124
 CU1124.This mark is at Big Spring Mcmahon-Wrinkle (21XS) Airport (21XS)
 CU1124
 CU1124.The horizontal coordinates were established by classical geodetic methods
 CU1124.and adjusted by the National Geodetic Survey in February 1996..
 CU1124
 CU1124
 CU1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1124
 CU1124.The geoid height was determined by GEOID03.
 CU1124
 CU1124;                    North         East     Units Scale Factor Converg.
 CU1124;SPC TXNC     - 2,065,393.967   316,357.989   MT  0.99997719   -1 38 28.7
 CU1124;SPC TXNC     - 6,776,213.37  1,037,917.84   sFT  0.99997719   -1 38 28.7
 CU1124;UTM  14      - 3,567,554.181   263,508.019   MT  1.00028976   -1 20 18.8
 CU1124
 CU1124                          SUPERSEDED SURVEY CONTROL
 CU1124
 CU1124  NAD 83(1986)-  32 13 11.04602(N)    101 30 33.82740(W) AD(       ) 4
 CU1124  NAD 27      -  32 13 10.60972(N)    101 30 32.37852(W) AD(       ) 3
 CU1124
 CU1124.Superseded values are not recommended for survey control.
 CU1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1124.See file dsdata.txt to determine how the superseded data were derived.
 CU1124
 CU1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6350867554(NAD 83)
 CU1124
 CU1124  HISTORY     - Date     Condition        Report By
 CU1124  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1124  HISTORY     - 1979     SEE DESCRIPTION  NGS
 CU1124
 CU1124                          STATION DESCRIPTION
 CU1124
 CU1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1124'IT IS THE WEBB, AFB, BEACON SUPPORTED BY THREE STEEL LEGS,
 CU1124'WITH LIGHT ON THE TOP.  THE POINT INTERSECTED WAS THE LIGHT.
 CU1124'
 CU1124'TO REACH FROM THE WEBB AFB, POST OFFICE, GO WESTERLY ON
 CU1124'AVENUE B FOR 0.35 MILE TO FIRST STREET, TURN LEFT ON
 CU1124'FIRST STREET AND GO SOUTHERLY FOR 0.25 MILE TO WRIGHT
 CU1124'AVENUE, TURN RIGHT AND GO WESTERLY ON WRIGHT AVENUE FOR
 CU1124'0.05 MILE TO THE BEACON LIGHT ON THE LEFT.
 CU1124
 CU1124                          STATION RECOVERY (1979)
 CU1124
 CU1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1124'THIS STATION WAS DESTROYED WHEN THE BEACON WAS REPLACED BY ANOTHER
 CU1124'UNIT ON THE SAME TOWER.
 CU1124'
 CU1124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1124'AT BIG SPRING AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1126 ***********************************************************************
 CU1126  DESIGNATION -  WEBB AFB CONTROL TOWER
 CU1126  PID         -  CU1126
 CU1126  STATE/COUNTY-  TX/HOWARD
 CU1126  USGS QUAD   -  ELBOW (1978)
 CU1126
 CU1126                         *CURRENT SURVEY CONTROL
 CU1126  ___________________________________________________________________
 CU1126* NAD 83(1993)-  32 13 31.23601(N)    101 30 52.54605(W)     ADJUSTED  
 CU1126* NAVD 88     -                                                        
 CU1126  ___________________________________________________________________
 CU1126  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CU1126  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CU1126
 CU1126  HORZ ORDER  -  THIRD
 CU1126
 CU1126.This mark is at Big Spring Mcmahon-Wrinkle (21XS) Airport (21XS)
 CU1126
 CU1126.The horizontal coordinates were established by classical geodetic methods
 CU1126.and adjusted by the National Geodetic Survey in February 1996..
 CU1126
 CU1126
 CU1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1126
 CU1126.The geoid height was determined by GEOID03.
 CU1126
 CU1126;                    North         East     Units Scale Factor Converg.
 CU1126;SPC TXNC     - 2,066,029.836   315,886.112   MT  0.99997579   -1 38 38.9
 CU1126;SPC TXNC     - 6,778,299.55  1,036,369.69   sFT  0.99997579   -1 38 38.9
 CU1126;UTM  14      - 3,568,187.748   263,032.640   MT  1.00029254   -1 20 29.5
 CU1126
 CU1126                          SUPERSEDED SURVEY CONTROL
 CU1126
 CU1126  NAD 83(1986)-  32 13 31.24199(N)    101 30 52.53780(W) AD(       ) 4
 CU1126  NAD 27      -  32 13 30.80645(N)    101 30 51.08950(W) AD(       ) 3
 CU1126
 CU1126.Superseded values are not recommended for survey control.
 CU1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1126.See file dsdata.txt to determine how the superseded data were derived.
 CU1126
 CU1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6303368188(NAD 83)
 CU1126_MARKER: 58 = CONTROL TOWER
 CU1126
 CU1126  HISTORY     - Date     Condition        Report By
 CU1126  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1126  HISTORY     - 1979     GOOD             NGS
 CU1126
 CU1126                          STATION DESCRIPTION
 CU1126
 CU1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1126'IT IS THE WEBB, AFB, CONTROL TOWER SUPPORTED BY
 CU1126'FOUR STEEL LEGS, WITH THE EAST PART INCLOSED, IS PAINTED
 CU1126'RED AND WHITE AND IS 99 FEET HIGH.  THE POINT INTERSECTED
 CU1126'WAS THE TOP OF CONTROL TOWER.
 CU1126'
 CU1126'TO REACH FROM THE WEBB AFB, POST OFFICE, GO WESTERLY AVENUE B
 CU1126'FOR 0.35 MILE TO FIRST STREET, TURN RIGHT ON FIRST STREET
 CU1126'AND GO NORTHERLY FOR 0.2 MILE TO DOUGLAS AVENUE, TURN LEFT ON
 CU1126'DOUGLAS AVENUE FOR 0.05 MILE TO THE CONTROL TOWER ON THE RIGHT.
 CU1126
 CU1126                          STATION RECOVERY (1979)
 CU1126
 CU1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1126'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION EXCEPT
 CU1126'THAT THE WEBB AFB IS NOW BIG SPRING AIRPORT.
 CU1126'
 CU1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1126'AT BIG SPRING AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1125 ***********************************************************************
 CU1125  DESIGNATION -  WEBB AFB RADAR DOME
 CU1125  PID         -  CU1125
 CU1125  STATE/COUNTY-  TX/HOWARD
 CU1125  USGS QUAD   -  ELBOW (1978)
 CU1125
 CU1125                         *CURRENT SURVEY CONTROL
 CU1125  ___________________________________________________________________
 CU1125* NAD 83(1993)-  32 13 34.67641(N)    101 30 51.97843(W)     ADJUSTED  
 CU1125* NAVD 88     -                                                        
 CU1125  ___________________________________________________________________
 CU1125  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CU1125  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CU1125
 CU1125  HORZ ORDER  -  THIRD
 CU1125
 CU1125.This mark is at Big Spring Mcmahon-Wrinkle (21XS) Airport (21XS)
 CU1125
 CU1125.The horizontal coordinates were established by classical geodetic methods
 CU1125.and adjusted by the National Geodetic Survey in February 1996..
 CU1125
 CU1125
 CU1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1125
 CU1125.The geoid height was determined by GEOID03.
 CU1125
 CU1125;                    North         East     Units Scale Factor Converg.
 CU1125;SPC TXNC     - 2,066,135.338   315,904.008   MT  0.99997555   -1 38 38.6
 CU1125;SPC TXNC     - 6,778,645.69  1,036,428.40   sFT  0.99997555   -1 38 38.6
 CU1125;UTM  14      - 3,568,293.376   263,049.985   MT  1.00029244   -1 20 29.4
 CU1125
 CU1125                          SUPERSEDED SURVEY CONTROL
 CU1125
 CU1125  NAD 83(1986)-  32 13 34.68242(N)    101 30 51.97022(W) AD(       ) 4
 CU1125  NAD 27      -  32 13 34.24814(N)    101 30 50.51968(W) AD(       ) 3
 CU1125
 CU1125.Superseded values are not recommended for survey control.
 CU1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1125.See file dsdata.txt to determine how the superseded data were derived.
 CU1125
 CU1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6305068293(NAD 83)
 CU1125
 CU1125  HISTORY     - Date     Condition        Report By
 CU1125  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1125  HISTORY     - 1979     GOOD             NGS
 CU1125
 CU1125                          STATION DESCRIPTION
 CU1125
 CU1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1125'IT IS THE WEBB AFB, RADAR, SUPPORTED BY FOUR LEGS WITH A ROUND
 CU1125'DOME ON TOP OF THE LEGS, PAINTED RED AND WHITE, WITH
 CU1125'LADDER LEADING TO DOME.  THE POINT INTERSECTED WAS THE
 CU1125'TOP-CENTER OF THE DOME.
 CU1125'
 CU1125'TO REACH FROM THE WEBB AFB, POST OFFICE, GO WESTERLY ON AVENUE B
 CU1125'FOR 0.35 MILE TO FIRST STREET, TURN RIGHT ON FIRST STREET AND
 CU1125'GO NORTHERLY FOR 0.25 MILE TO A PARKING LOT ON THE LEFT,
 CU1125'TURN LEFT AND GO ABOUT 150 FEET TO THE RADAR ON THE NORTHWEST
 CU1125'SIDE OF PARKING LOT.
 CU1125
 CU1125                          STATION RECOVERY (1979)
 CU1125
 CU1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1125'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION EXCEPT THAT THE
 CU1125'WEBB AFB IS NOW BIG SPRING AIRPORT.
 CU1125'
 CU1125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1125'AT BIG SPRING AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0767 ***********************************************************************
 CV0767  DESIGNATION -  WEBB ET
 CV0767  PID         -  CV0767
 CV0767  STATE/COUNTY-  TX/TERRY
 CV0767  USGS QUAD   -  WELCH EAST (1969)
 CV0767
 CV0767                         *CURRENT SURVEY CONTROL
 CV0767  ___________________________________________________________________
 CV0767* NAD 83(1993)-  32 58 17.02860(N)    102 05 37.97971(W)     ADJUSTED  
 CV0767* NAVD 88     -       960.1    (meters)    3150.     (feet)  VERTCON   
 CV0767  ___________________________________________________________________
 CV0767  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 CV0767  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CV0767
 CV0767  HORZ ORDER  -  SECOND
 CV0767
 CV0767.The horizontal coordinates were established by classical geodetic methods
 CV0767.and adjusted by the National Geodetic Survey in February 1996..
 CV0767
 CV0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0767
 CV0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0767
 CV0767.The geoid height was determined by GEOID03.
 CV0767
 CV0767;                    North         East     Units Scale Factor Converg.
 CV0767;SPC TXNC     - 2,150,426.527   264,139.714   MT  0.99987360   -1 57 36.3
 CV0767;SPC TXNC     - 7,055,191.03    866,598.38   sFT  0.99987360   -1 57 36.3
 CV0767;UTM  13      - 3,651,866.696   771,612.718   MT  1.00050973   +1 34 57.1
 CV0767
 CV0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0767!SPC TXNC     -   0.99985300  x   0.99987360  =   0.99972662
 CV0767!UTM  13      -   0.99985300  x   1.00050973  =   1.00036266
 CV0767
 CV0767:                Primary Azimuth Mark                     Grid Az
 CV0767:SPC TXNC     -  WEST POINT MICROWAVE TOWER               017 13 11.3
 CV0767:UTM  13      -  WEST POINT MICROWAVE TOWER               013 40 37.9
 CV0767
 CV0767|---------------------------------------------------------------------|
 CV0767| PID    Reference Object                     Distance      Geod. Az  |
 CV0767|                                                           dddmmss.s |
 CV0767| DQ0712 WEST POINT MICROWAVE TOWER          APPROX.14.9 KM 0151535.0 |
 CV0767| CH9887 WEBB ET RM 1                          9.595 METERS 09149     |
 CV0767| CV0768 PUNKIN CENTER MICROWAVE TOWER       APPROX.13.9 KM 1625453.5 |
 CV0767| CV0771 WELCH WATER TANK                    APPROX. 6.0 KM 2104140.5 |
 CV0767| CH9888 WEBB ET RM 2                         11.025 METERS 27143     |
 CV0767|---------------------------------------------------------------------|
 CV0767
 CV0767                          SUPERSEDED SURVEY CONTROL
 CV0767
 CV0767  NAD 83(1986)-  32 58 17.03718(N)    102 05 37.97223(W) AD(       ) 2
 CV0767  NAD 27      -  32 58 16.69449(N)    102 05 36.36167(W) AD(       ) 2
 CV0767  NGVD 29 (07/19/86)  959.8    (m)         3149.     (f) VERT ANG       
 CV0767
 CV0767.Superseded values are not recommended for survey control.
 CV0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0767.See file dsdata.txt to determine how the superseded data were derived.
 CV0767
 CV0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS7161351867(NAD 83)
 CV0767_MARKER: DD = SURVEY DISK
 CV0767_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CV0767+WITH SETTING: INFORMATION.
 CV0767_SP_SET: PREFABRICATED CONCRETE POST
 CV0767
 CV0767  HISTORY     - Date     Condition        Report By
 CV0767  HISTORY     - 1968     MONUMENTED       USGS
 CV0767  HISTORY     - 1984     GOOD             USPSQD
 CV0767
 CV0767                          STATION DESCRIPTION
 CV0767
 CV0767'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0767'THE STATION IS LOCATED NORTH 29 DEG EAST ABOUT 3.4 MILES
 CV0767'AIRLINE FROM WELCH, TEXAS ON THE EAST END OF A EAST-WEST
 CV0767'BLOW RIDGE.
 CV0767'
 CV0767'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 137 AND FARM
 CV0767'TO MARKET ROAD 2053 IN WELCH, GO 2.7 MILES NORTHWEST
 CV0767'ON STATE HIGHWAY 137 TO GRADED ROAD EAST, TURN RIGHT AND GO
 CV0767'2.9 MILES EAST ON GRADED ROAD TO A PRIVATE DRIVEWAY NORTH,
 CV0767'TURN LEFT AND GO 0.5 MILE NORTH TO THE STATION SITE ON THE
 CV0767'LEFT.  THE STATION IS 125 FEET WEST OF THE EAST END OF THE
 CV0767'BLOW RIDGE AND 4 FEET NORTHWEST OF A USGS WITNESS SIGN MOUNTED
 CV0767'ON A METAL POST.
 CV0767'
 CV0767'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 CV0767'ROD DRIVEN TO A DEPTH OF 20 FEET, CENTERED IN AN ORANGEBURG
 CV0767'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 CV0767'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 CV0767'WEBB ET 1968.
 CV0767'
 CV0767'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK
 CV0767'TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF
 CV0767'10 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER,
 CV0767'12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH
 CV0767'THE GROUND AND IS STAMPED WEBB ET 1968 - 1.
 CV0767'
 CV0767'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CV0767'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 CV0767'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 CV0767'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 CV0767'IS STAMPED WEBB ET 1968 - 2.
 CV0767'
 CV0767'THE WELCH WATER TANK IS VISIBLE FROM THE GROUND AND WILL
 CV0767'SERVE AS THE AZIMUTH MARK.
 CV0767
 CV0767                          STATION RECOVERY (1984)
 CV0767
 CV0767'RECOVERY NOTE BY US POWER SQUADRON 1984 (TKF)
 CV0767'WEBB ET 1968 STATION MARK GOOD CONDITION.
 CV0767'REF. MARKS 1 AND 2 DESTROYED.
 CV0767'AZIMUTH MARK, WELCH WT - OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6407 ***********************************************************************
 AW6407  DESIGNATION -  WEBSTER HL AND P CO WATER TANK
 AW6407  PID         -  AW6407
 AW6407  STATE/COUNTY-  TX/HARRIS
 AW6407  USGS QUAD   -  LEAGUE CITY (1995)
 AW6407
 AW6407                         *CURRENT SURVEY CONTROL
 AW6407  ___________________________________________________________________
 AW6407* NAD 83(1993)-  29 31 49.58565(N)    095 06 10.15350(W)     ADJUSTED  
 AW6407* NAVD 88     -                                                        
 AW6407  ___________________________________________________________________
 AW6407  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6407  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW6407
 AW6407  HORZ ORDER  -  THIRD
 AW6407
 AW6407.The horizontal coordinates were established by classical geodetic methods
 AW6407.and adjusted by the National Geodetic Survey in February 1996..
 AW6407
 AW6407
 AW6407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6407
 AW6407.The geoid height was determined by GEOID03.
 AW6407
 AW6407;                    North         East     Units Scale Factor Converg.
 AW6407;SPC TXSC     - 4,194,377.605   977,662.585   MT  0.99986904   +1 54 33.4
 AW6407;SPC TXSC     -13,761,053.86  3,207,548.00   sFT  0.99986904   +1 54 33.4
 AW6407;UTM  15      - 3,268,599.900   296,216.166   MT  1.00011243   -1 02 12.5
 AW6407
 AW6407                          SUPERSEDED SURVEY CONTROL
 AW6407
 AW6407  NAD 83(1986)-  29 31 49.60220(N)    095 06 10.13322(W) AD(       ) 4
 AW6407  NAD 27      -  29 31 48.76064(N)    095 06 09.37980(W) AD(       ) 3
 AW6407
 AW6407.Superseded values are not recommended for survey control.
 AW6407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6407.See file dsdata.txt to determine how the superseded data were derived.
 AW6407
 AW6407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9621668600(NAD 83)
 AW6407_MARKER: 53 = ELEVATED TANK
 AW6407
 AW6407  HISTORY     - Date     Condition        Report By
 AW6407  HISTORY     - 1968     FIRST OBSERVED   HLPCO
 AW6407  HISTORY     - 1987     GOOD             USPSQD
 AW6407  HISTORY     - 19940514 GOOD             USPSQD
 AW6407  HISTORY     - 20020310 GOOD             USPSQD
 AW6407  HISTORY     - 20040325 GOOD             USPSQD
 AW6407
 AW6407                          STATION DESCRIPTION
 AW6407
 AW6407'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1968 (JLC)
 AW6407'THE STATION IS LOCATED AT THE HOUSTON LIGHTING AND POWER COMPANY
 AW6407'PLANT WHICH IS ABOUT 1-3/4 MILES SOUTHEAST OF THE JUNCTION OF STATE
 AW6407'HIGHWAY 3 AND NASA ROAD 1, IN WEBSTER.
 AW6407'
 AW6407'TO REACH THE WATER TANK FROM THE JUNCTION OF STATE HIGHWAY 3 AND
 AW6407'NASA ROAD 1, GO SOUTHEAST ON STATE HIGHWAY 3 FOR 1.15 MILES TO A
 AW6407'RAILROAD CROSSING.  CONTINUE SOUTHEAST ON STATE HIGHWAY 3 FOR 0.1
 AW6407'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON EAST
 AW6407'FONDREN STREET FOR 0.2 MILE TO A T-JUNCTION.  TURN LEFT AND GO IN
 AW6407'A NORTHERLY DIRECTION ON OLD GALVESTON ROAD FOR 0.25 MILE TO THE
 AW6407'PLANT ENTRANCE AT A GUARD HOUSE AND GATE.  PASS THROUGH THE
 AW6407'GATE, BEAR RIGHT AROUND THE PLANT TO THE WATER TANK ON THE
 AW6407'RIGHT.
 AW6407'
 AW6407'THE WATER TANK HAS AN ELLIPSOIDAL TOP AND BOTTOM AND IS SUPPORTED
 AW6407'BY FOUR LACED STEEL LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER.
 AW6407'
 AW6407'THE POINT INTERSECTED WAS THE FINIAL.  THE OVER-ALL HEIGHT IS
 AW6407'152 FEET.
 AW6407
 AW6407                          STATION RECOVERY (1987)
 AW6407
 AW6407'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6407'RECOVERED IN GOOD CONDITION.
 AW6407
 AW6407                          STATION RECOVERY (1994)
 AW6407
 AW6407'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6407'RECOVERED IN GOOD CONDITION.
 AW6407
 AW6407                          STATION RECOVERY (2002)
 AW6407
 AW6407'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW6407'RECOVERED IN GOOD CONDITION.
 AW6407
 AW6407                          STATION RECOVERY (2004)
 AW6407
 AW6407'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6409 ***********************************************************************
 AW6409  DESIGNATION -  WEBSTER MUN WATER TANK
 AW6409  PID         -  AW6409
 AW6409  STATE/COUNTY-  TX/HARRIS
 AW6409  USGS QUAD   -  LEAGUE CITY (1995)
 AW6409
 AW6409                         *CURRENT SURVEY CONTROL
 AW6409  ___________________________________________________________________
 AW6409* NAD 83(1993)-  29 32 07.90683(N)    095 06 58.95607(W)     ADJUSTED  
 AW6409* NAVD 88     -                                                        
 AW6409  ___________________________________________________________________
 AW6409  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6409  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW6409
 AW6409  HORZ ORDER  -  THIRD
 AW6409
 AW6409.The horizontal coordinates were established by classical geodetic methods
 AW6409.and adjusted by the National Geodetic Survey in February 1996..
 AW6409
 AW6409
 AW6409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6409
 AW6409.The geoid height was determined by GEOID03.
 AW6409
 AW6409;                    North         East     Units Scale Factor Converg.
 AW6409;SPC TXSC     - 4,194,897.632   976,330.649   MT  0.99986935   +1 54 09.5
 AW6409;SPC TXSC     -13,762,759.98  3,203,178.14   sFT  0.99986935   +1 54 09.5
 AW6409;UTM  15      - 3,269,187.843   294,912.398   MT  1.00011901   -1 02 37.2
 AW6409
 AW6409                          SUPERSEDED SURVEY CONTROL
 AW6409
 AW6409  NAD 83(1986)-  29 32 07.92323(N)    095 06 58.93583(W) AD(       ) 4
 AW6409  NAD 27      -  29 32 07.08227(N)    095 06 58.18046(W) AD(       ) 3
 AW6409
 AW6409.Superseded values are not recommended for survey control.
 AW6409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6409.See file dsdata.txt to determine how the superseded data were derived.
 AW6409
 AW6409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9491269188(NAD 83)
 AW6409_MARKER: 53 = ELEVATED TANK
 AW6409
 AW6409  HISTORY     - Date     Condition        Report By
 AW6409  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6409  HISTORY     - 1987     GOOD             USPSQD
 AW6409  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 AW6409
 AW6409                          STATION DESCRIPTION
 AW6409
 AW6409'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6409'THE STATION IS LOCATED 0.2 MILE SOUTH OF THE INTERSECTION OF STATE
 AW6409'HIGHWAY 3 AND NASA 1 ROAD IN WEBSTER.
 AW6409'
 AW6409'IT IS A PEDESTAL SPHERE TYPE WATER TANK, SILVER IN COLOR WITH THE
 AW6409'BLACK LETTERING WEBSTER ON THE SIDE OF THE TANK.  THE OVER-ALL
 AW6409'HEIGHT IS ABOUT 130 FEET.
 AW6409'
 AW6409'THE POINT INTERSECTED WAS THE TOP CENTER.
 AW6409
 AW6409                          STATION RECOVERY (1987)
 AW6409
 AW6409'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6409'RECOVERED IN GOOD CONDITION.
 AW6409
 AW6409                          STATION RECOVERY (1994)
 AW6409
 AW6409'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2718 ***********************************************************************
 BY2718  DESIGNATION -  WECHES
 BY2718  PID         -  BY2718
 BY2718  STATE/COUNTY-  TX/HOUSTON
 BY2718  USGS QUAD   -  WECHES (1973)
 BY2718
 BY2718                         *CURRENT SURVEY CONTROL
 BY2718  ___________________________________________________________________
 BY2718* NAD 83(1993)-  31 32 41.58205(N)    095 13 40.58319(W)     ADJUSTED  
 BY2718* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 BY2718  ___________________________________________________________________
 BY2718  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BY2718  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY2718
 BY2718  HORZ ORDER  -  FIRST
 BY2718
 BY2718.The horizontal coordinates were established by classical geodetic methods
 BY2718.and adjusted by the National Geodetic Survey in February 1996..
 BY2718
 BY2718.The orthometric height was scaled from a topographic map.
 BY2718
 BY2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2718
 BY2718.The geoid height was determined by GEOID03.
 BY2718
 BY2718;                    North         East     Units Scale Factor Converg.
 BY2718;SPC TX C     - 3,219,335.854 1,184,586.646   MT  0.99992660   +2 37 46.5
 BY2718;SPC TX C     -10,562,104.38  3,886,431.35   sFT  0.99992660   +2 37 46.5
 BY2718;UTM  15      - 3,492,143.266   288,502.043   MT  1.00015174   -1 09 57.7
 BY2718
 BY2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2718!SPC TX C     -   0.99998146  x   0.99992660  =   0.99990806
 BY2718!UTM  15      -   0.99998146  x   1.00015174  =   1.00013320
 BY2718
 BY2718|---------------------------------------------------------------------|
 BY2718| PID    Reference Object                     Distance      Geod. Az  |
 BY2718|                                                           dddmmss.s |
 BY2718| CV8596 WECHES RM 2                          23.942 METERS 00822     |
 BY2718| BY2713 ALTO MUNICIPAL TANK                 APPROX.18.8 KM 0503643.4 |
 BY2718| BY2717 WECHES TX FOREST SERVICE LOOKOUT TW  21.382 METERS 08437     |
 BY2718| CV8594 WECHES AZ MK                                       1653545.3 |
 BY2718| CV8595 WECHES RM 1                          20.275 METERS 24955     |
 BY2718| BY2762 GRAPELAND MUNICIPAL TANK            APPROX.24.5 KM 2562350.0 |
 BY2718|---------------------------------------------------------------------|
 BY2718
 BY2718                          SUPERSEDED SURVEY CONTROL
 BY2718
 BY2718  NAD 83(1986)-  31 32 41.59271(N)    095 13 40.56907(W) AD(       ) 1
 BY2718  NAD 27      -  31 32 40.94500(N)    095 13 39.77900(W) AD(       ) 1
 BY2718
 BY2718.Superseded values are not recommended for survey control.
 BY2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2718.See file dsdata.txt to determine how the superseded data were derived.
 BY2718
 BY2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8850292143(NAD 83)
 BY2718_MARKER: DS = TRIANGULATION STATION DISK
 BY2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2718
 BY2718  HISTORY     - Date     Condition        Report By
 BY2718  HISTORY     - 1942     MONUMENTED       CGS
 BY2718  HISTORY     - 1948     GOOD             CGS
 BY2718  HISTORY     - 1975     GOOD             LOCENG
 BY2718
 BY2718                          STATION DESCRIPTION
 BY2718
 BY2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2718'STATION IS LOCATED IN THE VILLAGE OF WECHES AT THE SITE OF
 BY2718'THE WECHES LOOKOUT TOWER ON LAND OWNED BY THE STATE.  IT IS
 BY2718'62.2 FEET W OF THE NW LEG OF THE LOOKOUT TOWER, 25 FEET NE OF
 BY2718'A ROAD TO A FARMHOUSE AND 3.6 FEET S OF A WHITE REFERENCE POST.
 BY2718'IT IS STAMPED WECHES 1942, AND PROJECTS 4 INCHES.
 BY2718'
 BY2718'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2718'BRONZE DISKS SET IN CONCRETE.
 BY2718'
 BY2718'REFERENCE MARK NO. 1 IS SW OF THE STATION, 18 FEET SW OF A
 BY2718'WIRE GATE AND 3 FEET SE OF A FENCE.  IT IS STAMPED WECHES
 BY2718'NO. 1 1942, AND PROJECTS 4 INCHES.
 BY2718'
 BY2718'REFERENCE MARK NO. 2 IS N BY E OF THE STATION AT THE N EDGE
 BY2718'OF A SMALL GROVE OF PINE TREES AND 1.5 FEET SE OF A FENCE.
 BY2718'IT IS STAMPED WECHES NO. 2 1942, AND PROJECTS 8 INCHES.
 BY2718'
 BY2718'THE AZIMUTH MARK IS S BY E OF THE STATION ON PROPERTY OF W.A.
 BY2718'PETTUS.  IT IS 84 FEET E OF THE CENTER LINE OF A DIRT ROAD,
 BY2718'54 FEET E OF A WHITE REFERENCE POST, 18.5 FEET N OF A BRICK
 BY2718'CHIMNEY ON THE N SIDE OF THE HOUSE AND 18 FEET NW OF THE CENTER
 BY2718'OF AN OPEN WELL.  IT IS STAMPED WECHES 1942, AND PROJECTS
 BY2718'12 INCHES.
 BY2718'
 BY2718'TO REACH THE AZIMUTH MARK FROM THE STATION GO W ON STATE
 BY2718'HIGHWAY 21 FOR 0.3 MILE TO A DIRT ROAD LEFT (S) AT A FILLING
 BY2718'STATION.  THEN LEFT (S) ON MAIN TRAVELED ROAD FOR 0.75 MILE TO
 BY2718'THE MARK ON THE LEFT.
 BY2718'
 BY2718'A 50-FOOT SIGNAL AT DENSEN IS VISIBLE AT 37 FEET.
 BY2718'
 BY2718'A 100-FOOT SIGNAL AT CENTER, A 90-FOOT SIGNAL AT LUCE, A
 BY2718'90-FOOT SIGNAL AT PINE SPRINGS, A 4-FOOT SIGNAL AT SLOAN,
 BY2718'A 64-FOOT SIGNAL AT BIRD AND A 90-FOOT SIGNAL AT CROCKETT ARE
 BY2718'VISIBLE AT 24 FEET.
 BY2718
 BY2718                          STATION RECOVERY (1948)
 BY2718
 BY2718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2718'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 BY2718'CONDITION.  A DIFFERENCE IN DIRECTIONS TO REFERENCE MARKS NO. 1
 BY2718'AND NO. 2 WAS OBTAINED AS IS SHOWN BELOW.  THIS DIFFERENCE
 BY2718'WAS NOTICED IN THE FIELD AND A RE-CHECK WAS MADE.
 BY2718'
 BY2718'A COMPLETE DESCRIPTION FOLLOWS.
 BY2718'
 BY2718'THE STATION IS LOCATED IN THE VILLAGE OF WECHES, 0.05 MILE
 BY2718'NORTH OF STATE HIGHWAY NO. 21, AND 70.15 FEET WEST OF THE
 BY2718'CENTER OF WECHES LOOKOUT TOWER.  IT IS SURROUNDED BY EVERGREEN
 BY2718'TREES AND ON PROPERTY BELONGING TO THE STATE OF TEXAS.  IT
 BY2718'PROJECTS 6 INCHES AND IS STAMPED WECHES 1942.
 BY2718'
 BY2718'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 18 FEET
 BY2718'SOUTHWEST OF A WIRE GATE, AND 3.0 FEET SOUTHEAST OF A FENCE.
 BY2718'IT PROJECTS 4 INCHES AND IS STAMPED WECHES NO 1 1942.
 BY2718'
 BY2718'REFERENCE MARK NO. 2 IS NORTH OF THE STATION AND AT THE
 BY2718'NORTH EDGE OF A GROVE OF EVERGREEN TREES, AND IS 1.5 FEET
 BY2718'SOUTHEAST OF A FENCE.  IT PROJECTS 8 INCHES AND IS STAMPED
 BY2718'WECHES NO 2 1942.
 BY2718'
 BY2718'AZIMUTH MARK IS 0.7 MILE SOUTH-SOUTHEAST OF THE STATION, 84
 BY2718'FEET EAST OF THE CENTER OF A GRADED ROAD, 54 FEET EAST OF A
 BY2718'WITNESS POST, 18.5 FEET NORTH OF A BRICK CHIMNEY ON THE NORTH
 BY2718'SIDE OF A HOUSE, AND 18 FEET NORTHWEST OF A WELL PUMP.  IT
 BY2718'PROJECTS 7 INCHES AND IS STAMPED WECHES 1942.
 BY2718'
 BY2718'U.S.G.S. BM L 32 1943 IS A BRONZE TABLET SET IN THE CENTER OF A
 BY2718'CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS SET DIRECTLY
 BY2718'UNDER THE CENTER OF WECHES LOOKOUT TOWER AND IS STAMPED L
 BY2718'32 1943.
 BY2718'
 BY2718'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 BY2718'HIGHWAY NO. 21 FOR 0.15 MILE TO A T-ROAD LEFT AND A FILLING
 BY2718'STATION ON THE LEFT, TURN LEFT AND GO SOUTH FOR 0.75 MILE
 BY2718'TO A HOUSE AND THE MARK ON THE LEFT.
 BY2718'
 BY2718'A 100 FOOT SIGNAL AT CROCKETT 1942 IS VISIBLE AT 50 FEET.
 BY2718'
 BY2718'AN 87 FOOT SIGNAL AT ALTO IS VISIBLE AT 50 FEET.
 BY2718'
 BY2718'A 100 FOOT SIGNAL AT RATCLIFF IS VISIBLE AT 37 FEET.
 BY2718'
 BY2718'A 113 FOOT SIGNAL AT CENTER 1942 IS VISIBLE AT 50 FEET.
 BY2718
 BY2718                          STATION RECOVERY (1975)
 BY2718
 BY2718'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (LCC)
 BY2718'WECHES 1942 RECOVERED GOOD.
 BY2718'
 BY2718'WECHES 1942 NO 1 RECOVERED GOOD.
 BY2718'
 BY2718'WECHES NO 2 1942 RECOVERED GOOD.
 BY2718'
 BY2718'WECHES AZ 1942 RECOVERED GOOD.
 BY2718'
 BY2718'USGS BM L32 1943 RECOVERED GOOD.
 BY2718'
 BY2718'DESC IS GOOD EXCEPT THE OLD WOOD LOOKOUT TOWER IS NOW GONE AND
 BY2718'A STEEL ONE HAS REPLACED IT ABOUT 10 FEET TO THE EAST OF USGS BM
 BY2718'L32, 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1150 ***********************************************************************
 AX1150  DESIGNATION -  WEIMAR
 AX1150  PID         -  AX1150
 AX1150  STATE/COUNTY-  TX/COLORADO
 AX1150  USGS QUAD   -  WEIMAR (1981)
 AX1150
 AX1150                         *CURRENT SURVEY CONTROL
 AX1150  ___________________________________________________________________
 AX1150* NAD 83(1993)-  29 40 47.81155(N)    096 46 37.57128(W)     ADJUSTED  
 AX1150* NAVD 88     -       127.56   (+/-2cm)     418.5    (feet)  VERTCON   
 AX1150  ___________________________________________________________________
 AX1150  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AX1150  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1150
 AX1150  HORZ ORDER  -  FIRST
 AX1150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1150
 AX1150.The horizontal coordinates were established by classical geodetic methods
 AX1150.and adjusted by the National Geodetic Survey in February 1996..
 AX1150
 AX1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1150.The vertical order pertains to the NGVD 29 superseded value.
 AX1150
 AX1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX1150
 AX1150.The geoid height was determined by GEOID03.
 AX1150
 AX1150;                    North         East     Units Scale Factor Converg.
 AX1150;SPC TXSC     - 4,206,699.247   815,125.438   MT  0.99988131   +1 05 20.5
 AX1150;SPC TXSC     -13,801,479.11  2,674,290.71   sFT  0.99988131   +1 05 20.5
 AX1150;UTM  14      - 3,285,388.615   715,105.568   MT  1.00017094   +1 06 04.0
 AX1150
 AX1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX1150!SPC TXSC     -   0.99998423  x   0.99988131  =   0.99986554
 AX1150!UTM  14      -   0.99998423  x   1.00017094  =   1.00015517
 AX1150
 AX1150|---------------------------------------------------------------------|
 AX1150| PID    Reference Object                     Distance      Geod. Az  |
 AX1150|                                                           dddmmss.s |
 AX1150| AX1151 WEIMAR RM 1                          28.947 METERS 08925     |
 AX1150| CV6903 WEIMAR AZ MK 2                                     1665659.9 |
 AX1150| CV6902 WEIMAR AZ MK                                       1665726.2 |
 AX1150| AX2783 MORAVIA CATHOLIC CHURCH SPIRE       APPROX.22.8 KM 2422358.5 |
 AX1150| AX2784 ST JOHNS CHURCH SPIRE               APPROX.18.0 KM 2531658.3 |
 AX1150| AX2786 SCHULENBURG CATH CH SPIRE           APPROX.12.3 KM 2680920.4 |
 AX1150| AX2788 SCHULENBURG CARNAT MILK CO STK      APPROX.13.4 KM 2692450.8 |
 AX1150| AX2787 SCHULENBURG STANDPIPE               APPROX.12.5 KM 2713525.2 |
 AX1150| AX2785 HIGH HILL CATHOLIC CH SPIRE         APPROX.15.2 KM 2855629.4 |
 AX1150| AX2795 HOSTYN CATHOLIC CHURCH SPIRE        APPROX.23.1 KM 3230034.6 |
 AX1150| AX2792 AMMANSVILLE CATH CH SPIRE           APPROX.14.3 KM 3262151.6 |
 AX1150| AX2779 WEIMAR MUNICIPAL TANK               APPROX. 2.6 KM 3455531.4 |
 AX1150| AX2780 WEIMAR ST MICHAELS CATH CH          APPROX. 3.0 KM 3543641.9 |
 AX1150| AX1152 WEIMAR RM 2                          39.105 METERS 35521     |
 AX1150|---------------------------------------------------------------------|
 AX1150
 AX1150                          SUPERSEDED SURVEY CONTROL
 AX1150
 AX1150  NAD 83(1986)-  29 40 47.82653(N)    096 46 37.55898(W) AD(       ) 1
 AX1150  NAD 27      -  29 40 46.98300(N)    096 46 36.63700(W) AD(       ) 1
 AX1150  NGVD 29 (??/??/92)  127.529  (m)          418.40   (f) ADJ UNCH    2 0
 AX1150
 AX1150.Superseded values are not recommended for survey control.
 AX1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1150.See file dsdata.txt to determine how the superseded data were derived.
 AX1150
 AX1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT1510685389(NAD 83)
 AX1150_MARKER: DS = TRIANGULATION STATION DISK
 AX1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1150_STAMPING: WEIMAR 1943
 AX1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1150+STABILITY: SURFACE MOTION
 AX1150
 AX1150  HISTORY     - Date     Condition        Report By
 AX1150  HISTORY     - 1943     MONUMENTED       CGS
 AX1150  HISTORY     - 1943     GOOD             CGS
 AX1150  HISTORY     - 1943     GOOD             CGS
 AX1150  HISTORY     - 1954     GOOD             CGS
 AX1150  HISTORY     - 1963     GOOD             CGS
 AX1150  HISTORY     - 19970608 GOOD             USPSQD
 AX1150
 AX1150                          STATION DESCRIPTION
 AX1150
 AX1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX1150'THE STATION IS ABOUT 1.50 MILES S OF WEIMAR IN LINE FENCE
 AX1150'BETWEEN LAND OWNED AND OCCUPIED BY JOHN BANSE, ON THE N,
 AX1150'AND JOHN JANAK, ON THE S.  IT IS ABOUT 100 YARDS SW OF BANSES
 AX1150'HOUSE, 280 FEET S OF HIS BARN, NEAR THE SW CORNER OF PASTURE,
 AX1150'15 FEET E OF FENCE CORNER IN E-W FENCE LINE.  THE DISK IS
 AX1150'STAMPED WEIMAR 1943 AND IS SET FLUSH.
 AX1150'
 AX1150'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX1150'DISKS SET IN CONCRETE.
 AX1150'
 AX1150'REFERENCE MARK NO. 1 IS E OF THE STATION, IN AN E-W FENCE
 AX1150'LINE.  THE DISK IS STAMPED WEIMAR 1943 AND PROJECTS 1 INCH.
 AX1150'
 AX1150'REFERENCE MARK NO. 2 IS NNW OF THE STATION, IN N-S FENCE
 AX1150'LINE, ABOUT 150 FEET S OF BANSES BARN.  THE DISK IS STAMPED
 AX1150'WEIMAR 1943 AND PROJECTS 1 INCH.
 AX1150'
 AX1150'THE AZIMUTH MARK IS ABOUT 0.35 MILE SSE OF THE STATION, AT
 AX1150'THE JUNCTION OF THE N-S DIRT ROAD AND A FARM LANE WHICH
 AX1150'ENTERS ROAD FROM THE W.  IT IS ABOUT 25 FEET W OF THE CENTER
 AX1150'LINE OF THE DIRT ROAD, ABOUT 300 FEET E OF A FARMHOUSE.
 AX1150'THE DISK IS STAMPED WEIMAR 1943 AND PROJECTS 3 INCHES.  TO
 AX1150'REACH FROM STATION, GO S ON DIRT ROAD FROM LANE INTO BANSES
 AX1150'FARM 0.40 MILE TO LANE RIGHT AND MARK.
 AX1150'
 AX1150'STATION IS REACHED FROM U.S. 90 IN WEIMAR BY GOING S ON DIRT
 AX1150'ROAD WHICH LEAVES U.S. 90 JUST E OF RAILROAD DEPOT 0.4 MILE
 AX1150'TO CROSSROADS.  TURN LEFT, E, AND GO 0.2 MILE TO CURVE RIGHT,
 AX1150'S.  TAKE RIGHT CURVE, AND GO 1.1 MILES TO GATE ON W SIDE
 AX1150'OF ROAD.  STATION IS ABOUT 125 YARDS SW OF THIS GATE AND
 AX1150'MAY BE REACHED BY TRUCK ACROSS PASTURE IN DRY WEATHER.
 AX1150'
 AX1150'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX1150
 AX1150                          STATION RECOVERY (1943)
 AX1150
 AX1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AX1150'NO DESCRIPTION WAS AVAILABLE AT THE TIME OF RECOVERY.
 AX1150'
 AX1150'STATION IS ABOUT 1.9 MILES SOUTHERLY FROM WEIMAR, ALONG
 AX1150'THE WEIMAR-SUBLIME COUNTY ROAD, ABOUT 1.6 MILES SOUTH OF
 AX1150'INTERSECTION OF U.S. HIGHWAY NO. 90, ABOUT 375.0 FEET WEST
 AX1150'OF THE CENTERLINE OF THE COUNTY ROAD, IN EAST-WEST FENCE
 AX1150'LINE, 13.9 FEET EAST OF A FENCE CORNER AND 2.8 FEET WEST
 AX1150'OF A 4X4-INCH WOODEN MARKER POST.  IT IS STAMPED
 AX1150'WEIMAR 1943.  THE MONUMENT IS ABOUT FLUSH WITH THE SURFACE
 AX1150'OF THE GROUND.
 AX1150'
 AX1150'R.M. NO. 1 IS 95.0 FEET EASTERLY FROM THE STATION,
 AX1150'ABOUT 280.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 108.9
 AX1150'FEET EAST OF A FENCE CORNER AND IN LINE WITH THE FENCE LINE.
 AX1150'IT IS STAMPED WEIMAR NO. 1 1943.  THE MONUMENT PROJECTS ABOUT
 AX1150'0.2 FOOT.
 AX1150'
 AX1150'R.M. NO. 2 IS 128.3 FEET NORTHERLY FROM THE STATION,
 AX1150'ABOUT 388.0 FEET WEST OF THE CENTERLINE OF THE ROAD, ABOUT
 AX1150'127.0 FEET NORTH OF A FENCE CORNER AND IN NORTH-SOUTH FENCE
 AX1150'LINE LEADING SOUTH FROM THE SOUTHEAST CORNER OF A LARGE BARN.
 AX1150'IT IS STAMPED WEIMAR NO. 2 1943.  THE MONUMENT PROJECTS ABOUT
 AX1150'0.2 FOOT.
 AX1150'
 AX1150'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEASTERLY FROM THE STATION,
 AX1150'AT THE INTERSECTION OF A PRIVATE ROAD LEADING WEST TO A
 AX1150'FARM HOUSE, 33.0 FEET WEST OF THE CENTERLINE OF THE COUNTY
 AX1150'ROAD, 10.0 FEET NORTH OF THE CENTERLINE OF THE PRIVATE ROAD
 AX1150'AND 2.5 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  IT IS
 AX1150'STAMPED WEIMAR 1943.  THE MONUMENT PROJECTS ABOUT 0.3 FOOT.
 AX1150
 AX1150                          STATION RECOVERY (1943)
 AX1150
 AX1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX1150'1.9 MI S FROM WEIMAR.
 AX1150'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1150'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1150'THENCE 1.65 MILE SOUTHERLY ALONG THE SUBLIME ROAD TO A T FENCE ON THE
 AX1150'WEST SIDE OF THE ROAD AND SITE OF TRIANGULATION STATION.  WEIMAR
 AX1150'TRIANGULATION IS 375.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 AX1150'THE CENTERLINE OF THE ROAD AND IN LINE WITH A FENCE RUNNING EAST AND
 AX1150'WEST.  IT IS 13.9 FEET EAST OF A FENCE CORNER POST AND 2.8 FEET WEST
 AX1150'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX1150'WEIMAR TRIANGULATION STATION IS 0.3 MILE NORTH NORTHWEST OF WEIMAR
 AX1150'AZIMUTH MARK, 128.3 FEET SOUTH OF REFERENCE MARK WEIMAR NO.2, 95.0
 AX1150'FEET WEST OF REFERENCE MARK WEIMAR NO.1.
 AX1150
 AX1150                          STATION RECOVERY (1954)
 AX1150
 AX1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX1150'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK,
 AX1150'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND
 AX1150'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN PUSHED OVER
 AX1150'AND WAS RESET AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 AX1150'
 AX1150'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF WEIMAR AND
 AX1150'NEAR THE SOUTHWEST CORNER OF A SMALL PASTURE.  IT IS IN
 AX1150'THE FENCELINE SEPARATING THE PROPERTY OF MRS. JOHN BANSE
 AX1150'ON THE NORTH AND MRS. F. ELSTNER TO THE SOUTH.
 AX1150'
 AX1150'TO REACH THE STATION FROM THE TRAFFIC LIGHT, ONE BLOCK NORTH
 AX1150'OF THE DEPOT IN WEIMAR, GO EAST ON U.S. HIGHWAY 90 FOR 0.2
 AX1150'MILE TO FARM ROAD 155 RIGHT.  TURN RIGHT AND GO 1.5 MILES
 AX1150'TO THE BANSE HOME AND DRIVEWAY ON THE RIGHT.  GO RIGHT, WEST,
 AX1150'PASSING THE HOME THENCE THROUGH A BARN LOT TO THE SOUTHWEST
 AX1150'CORNER OF A PASTURE AND THE STATION SITE.  TO REACH THE AZIMUTH
 AX1150'MARK FROM THE BANSE DRIVEWAY, GO SOUTH ON FARM ROAD 155
 AX1150'FOR 0.4 MILE TO THE ELSTNER DRIVEWAY AND THE MARK ON THE
 AX1150'RIGHT.
 AX1150'
 AX1150'THE STATION MARK IS A STANDARD DISK, SET IN A SQUARE
 AX1150'CONCRETE POST FLUSH.  IT IS 280 FEET SOUTH OF THE SOUTHEAST
 AX1150'CORNER OF A BARN, 13 FEET EAST OF A T-TYPE FENCE CORNER,
 AX1150'3.5 FEET WEST OF A WITNESS POST AND IN THE EAST-WEST FENCELINE.
 AX1150'THE MARK IS STAMPED WEIMAR 1943.
 AX1150'
 AX1150'REFERENCE MARK NO. 1, IS SET IN A SQUARE CONCRETE
 AX1150'POST FLUSH.  IN THE EAST-WEST FENCELINE.  THE MARK IS STAMPED
 AX1150'WEIMAR NO 1 1943.
 AX1150'
 AX1150'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN
 AX1150'A SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 150 FEET
 AX1150'SOUTH OF THE SOUTHEAST CORNER OF THE BARN AND IN THE NORTH-SOUTH
 AX1150'FENCELINE.  THE MARK IS STAMPED WEIMAR NO 2 1943.
 AX1150'
 AX1150'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A
 AX1150'SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 31 FEET
 AX1150'WEST OF THE CENTERLINE OF FARM ROAD 155, 10 FEET NORTH OF
 AX1150'THE CENTERLINE OF THE ELSTNER DRIVEWAY AND 4 FEET EAST OF
 AX1150'A FENCE CORNER AND GATE POST.  THE MARK IS STAMPED WEIMAR
 AX1150'1943 RESET 1954.
 AX1150
 AX1150                          STATION RECOVERY (1963)
 AX1150
 AX1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX1150'STATION, REFERENCE MARKS NO. 1 AND 2, AND AZIMUTH MARKS WERE
 AX1150'RECOVERED IN GOOD CONDITON AS DESCRIBED.
 AX1150'
 AX1150'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX1150
 AX1150                          STATION RECOVERY (1997)
 AX1150
 AX1150'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1153 ***********************************************************************
 AX1153  DESIGNATION -  WEIMAR AZ
 AX1153  PID         -  AX1153
 AX1153  STATE/COUNTY-  TX/COLORADO
 AX1153  USGS QUAD   -  WEIMAR (1981)
 AX1153
 AX1153                         *CURRENT SURVEY CONTROL
 AX1153  ___________________________________________________________________
 AX1153* NAD 83(1986)-  29 40 39.     (N)    096 46 33.     (W)     SCALED    
 AX1153* NAVD 88     -       122.64   (+/-2cm)     402.4    (feet)  VERTCON   
 AX1153  ___________________________________________________________________
 AX1153  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1153
 AX1153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1153
 AX1153.The horizontal coordinates were scaled from a topographic map and have
 AX1153.an estimated accuracy of +/- 6 seconds.
 AX1153
 AX1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1153.The vertical order pertains to the NGVD 29 superseded value.
 AX1153
 AX1153.The geoid height was determined by GEOID03.
 AX1153
 AX1153;                    North         East    Units  Estimated Accuracy
 AX1153;SPC TXSC     - 4,206,430.      815,250.      MT  (+/- 180 meters Scaled)
 AX1153
 AX1153                          SUPERSEDED SURVEY CONTROL
 AX1153
 AX1153  NGVD 29 (??/??/92)  122.613  (m)          402.27   (f) ADJ UNCH    2 0
 AX1153
 AX1153.Superseded values are not recommended for survey control.
 AX1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1153.See file dsdata.txt to determine how the superseded data were derived.
 AX1153
 AX1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT152851(NAD 83)
 AX1153_MARKER: DZ = AZIMUTH MARK DISK
 AX1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1153_STAMPING: WEIMAR 1943
 AX1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1153+STABILITY: SURFACE MOTION
 AX1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1153+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX1153
 AX1153  HISTORY     - Date     Condition        Report By
 AX1153  HISTORY     - 1943     MONUMENTED       CGS
 AX1153  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX1153  HISTORY     - 20020727 GOOD             USPSQD
 AX1153  HISTORY     - 20041026 GOOD             USPSQD
 AX1153
 AX1153                          STATION DESCRIPTION
 AX1153
 AX1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1153'2.2 MI S FROM WEIMAR.
 AX1153'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1153'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1153'THENCE 1.95 MILE SOUTHERLY ALONG THE SUBLIME ROAD TO A PRIVATE ROAD
 AX1153'LEADING WEST TO A FARM HOUSE AND SITE OF AZIMUTH MARK.  AZIMUTH MARK
 AX1153'IS 33.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AX1153'ROAD.  IT IS 10.0 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD
 AX1153'LEADING WEST TO A FARM HOUSE AND 2.5 FEET WEST OF A 4X4 INCH WHITE
 AX1153'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  WEIMAR AZIMUTH MARK
 AX1153'IS 0.3 MILE SOUTH SOUTHEAST OF WEIMAR TRIANGULATION STATION.
 AX1153
 AX1153                          STATION RECOVERY (1997)
 AX1153
 AX1153'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1153'MARK NOT FOUND.
 AX1153
 AX1153                          STATION RECOVERY (2002)
 AX1153
 AX1153'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1153'RECOVERED IN GOOD CONDITION.
 AX1153
 AX1153                          STATION RECOVERY (2004)
 AX1153
 AX1153'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2779 ***********************************************************************
 AX2779  DESIGNATION -  WEIMAR MUNICIPAL TANK
 AX2779  PID         -  AX2779
 AX2779  STATE/COUNTY-  TX/COLORADO
 AX2779  USGS QUAD   -  WEIMAR (1981)
 AX2779
 AX2779                         *CURRENT SURVEY CONTROL
 AX2779  ___________________________________________________________________
 AX2779* NAD 83(1993)-  29 42 09.66316(N)    096 47 01.07721(W)     ADJUSTED  
 AX2779* NAVD 88     -                                                        
 AX2779  ___________________________________________________________________
 AX2779  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AX2779  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX2779
 AX2779  HORZ ORDER  -  THIRD
 AX2779
 AX2779.The horizontal coordinates were established by classical geodetic methods
 AX2779.and adjusted by the National Geodetic Survey in February 1996..
 AX2779
 AX2779
 AX2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2779
 AX2779.The geoid height was determined by GEOID03.
 AX2779
 AX2779;                    North         East     Units Scale Factor Converg.
 AX2779;SPC TXSC     - 4,209,206.791   814,445.861   MT  0.99988377   +1 05 09.0
 AX2779;SPC TXSC     -13,809,705.95  2,672,061.13   sFT  0.99988377   +1 05 09.0
 AX2779;UTM  14      - 3,287,896.730   714,425.251   MT  1.00016733   +1 05 55.1
 AX2779
 AX2779                          SUPERSEDED SURVEY CONTROL
 AX2779
 AX2779  NAD 83(1986)-  29 42 09.67832(N)    096 47 01.06492(W) AD(       ) 4
 AX2779  NAD 27      -  29 42 08.83600(N)    096 47 00.14000(W) AD(       ) 3
 AX2779
 AX2779.Superseded values are not recommended for survey control.
 AX2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2779.See file dsdata.txt to determine how the superseded data were derived.
 AX2779
 AX2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT1442587897(NAD 83)
 AX2779_MARKER: 53 = ELEVATED TANK
 AX2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2779+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX2779
 AX2779  HISTORY     - Date     Condition        Report By
 AX2779  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2779  HISTORY     - 1963     GOOD             CGS
 AX2779  HISTORY     - 19970608 GOOD             USPSQD
 AX2779  HISTORY     - 20020727 GOOD             USPSQD
 AX2779  HISTORY     - 20040318 GOOD             USPSQD
 AX2779  HISTORY     - 20050318 GOOD             USPSQD
 AX2779
 AX2779                          STATION DESCRIPTION
 AX2779
 AX2779'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2779'THIS INTERSECTION STATION IS THE MUNICIPAL TANK OF WEIMAR
 AX2779'WHICH IS LOCATED IN THE WESTERLY PART OF TOWN ON S SIDE OF
 AX2779'U.S. 90.  TANK IS SUPPORTED ON 4 STEEL LEGS AND THE ENTIRE
 AX2779'STRUCTURE, WHICH IS PAINTED ALUMINUM, IS ABOUT 115 FEET
 AX2779'HIGH.  THE NAME WEIMAR IS PAINTED ON THE WESTERLY SIDE.  POINT
 AX2779'OBSERVED ON WAS BALL ON APEX OF CONICAL ROOF.
 AX2779
 AX2779                          STATION RECOVERY (1963)
 AX2779
 AX2779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2779'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2779'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2779
 AX2779                          STATION RECOVERY (1997)
 AX2779
 AX2779'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2779'RECOVERED IN GOOD CONDITION.
 AX2779
 AX2779                          STATION RECOVERY (2002)
 AX2779
 AX2779'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX2779'RECOVERED IN GOOD CONDITION.
 AX2779
 AX2779                          STATION RECOVERY (2004)
 AX2779
 AX2779'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX2779'RECOVERED IN GOOD CONDITION.
 AX2779
 AX2779                          STATION RECOVERY (2005)
 AX2779
 AX2779'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1151 ***********************************************************************
 AX1151  DESIGNATION -  WEIMAR RM 1
 AX1151  PID         -  AX1151
 AX1151  STATE/COUNTY-  TX/COLORADO
 AX1151  USGS QUAD   -  WEIMAR (1981)
 AX1151
 AX1151                         *CURRENT SURVEY CONTROL
 AX1151  ___________________________________________________________________
 AX1151* NAD 83(1986)-  29 40 49.     (N)    096 46 37.     (W)     SCALED    
 AX1151* NAVD 88     -       127.55   (+/-2cm)     418.5    (feet)  VERTCON   
 AX1151  ___________________________________________________________________
 AX1151  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1151
 AX1151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1151
 AX1151.The horizontal coordinates were scaled from a topographic map and have
 AX1151.an estimated accuracy of +/- 6 seconds.
 AX1151
 AX1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1151.The vertical order pertains to the NGVD 29 superseded value.
 AX1151
 AX1151.The geoid height was determined by GEOID03.
 AX1151
 AX1151;                    North         East    Units  Estimated Accuracy
 AX1151;SPC TXSC     - 4,206,740.      815,140.      MT  (+/- 180 meters Scaled)
 AX1151
 AX1151                          SUPERSEDED SURVEY CONTROL
 AX1151
 AX1151  NGVD 29 (??/??/92)  127.514  (m)          418.35   (f) ADJ UNCH    2 0
 AX1151
 AX1151.Superseded values are not recommended for survey control.
 AX1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1151.See file dsdata.txt to determine how the superseded data were derived.
 AX1151
 AX1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT151854(NAD 83)
 AX1151_MARKER: DR = REFERENCE MARK DISK
 AX1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1151_STAMPING: WEIMAR NO.1 1943
 AX1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1151+STABILITY: SURFACE MOTION
 AX1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1151+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX1151
 AX1151  HISTORY     - Date     Condition        Report By
 AX1151  HISTORY     - 1943     MONUMENTED       CGS
 AX1151  HISTORY     - 19970608 GOOD             USPSQD
 AX1151  HISTORY     - 20041026 GOOD             USPSQD
 AX1151
 AX1151                          STATION DESCRIPTION
 AX1151
 AX1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1151'1.9 MI S FROM WEIMAR.
 AX1151'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1151'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1151'THENCE 1.65 MILE SOUTHERLY ALONG THE SUBLIME ROAD TO A T FENCE ON THE
 AX1151'WEST SIDE OF THE ROAD AND SITE OF REFERENCE MARK.  REFERENCE MARK
 AX1151'WEIMAR NO.1 IS 280.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1151'CENTERLINE OF THE ROAD AND IN LINE WITH A FENCE RUNNING EAST AND WEST.
 AX1151'IT IS 108.9 FEET EAST OF A FENCE CORNER POST.  MONUMENT PROJECTS 0.2
 AX1151'FOOT.  REFERENCE MARK WEIMAR NO.1 IS 164.9 FEET SOUTHEAST OF REFERENCE
 AX1151'MARK WEIMAR NO.2, 95.0 FEET EAST OF WEIMAR TRIANGULATION STATION.
 AX1151
 AX1151                          STATION RECOVERY (1997)
 AX1151
 AX1151'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1151'RECOVERED IN GOOD CONDITION.
 AX1151
 AX1151                          STATION RECOVERY (2004)
 AX1151
 AX1151'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1152 ***********************************************************************
 AX1152  DESIGNATION -  WEIMAR RM 2
 AX1152  PID         -  AX1152
 AX1152  STATE/COUNTY-  TX/COLORADO
 AX1152  USGS QUAD   -  WEIMAR (1981)
 AX1152
 AX1152                         *CURRENT SURVEY CONTROL
 AX1152  ___________________________________________________________________
 AX1152* NAD 83(1986)-  29 40 48.     (N)    096 46 36.     (W)     SCALED    
 AX1152* NAVD 88     -       127.76   (+/-2cm)     419.2    (feet)  VERTCON   
 AX1152  ___________________________________________________________________
 AX1152  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1152
 AX1152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1152
 AX1152.The horizontal coordinates were scaled from a topographic map and have
 AX1152.an estimated accuracy of +/- 6 seconds.
 AX1152
 AX1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1152.The vertical order pertains to the NGVD 29 superseded value.
 AX1152
 AX1152.The geoid height was determined by GEOID03.
 AX1152
 AX1152;                    North         East    Units  Estimated Accuracy
 AX1152;SPC TXSC     - 4,206,710.      815,170.      MT  (+/- 180 meters Scaled)
 AX1152
 AX1152                          SUPERSEDED SURVEY CONTROL
 AX1152
 AX1152  NGVD 29 (??/??/92)  127.729  (m)          419.06   (f) ADJ UNCH    2 0
 AX1152
 AX1152.Superseded values are not recommended for survey control.
 AX1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1152.See file dsdata.txt to determine how the superseded data were derived.
 AX1152
 AX1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT151853(NAD 83)
 AX1152_MARKER: DR = REFERENCE MARK DISK
 AX1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1152_STAMPING: WEIMAR NO.2 1943
 AX1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1152+STABILITY: SURFACE MOTION
 AX1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1152+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX1152
 AX1152  HISTORY     - Date     Condition        Report By
 AX1152  HISTORY     - 1943     MONUMENTED       CGS
 AX1152  HISTORY     - 19970608 GOOD             USPSQD
 AX1152  HISTORY     - 20041026 GOOD             USPSQD
 AX1152
 AX1152                          STATION DESCRIPTION
 AX1152
 AX1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1152'1.9 MI S FROM WEIMAR.
 AX1152'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1152'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1152'THENCE 1.65 MILE SOUTHERLY ALONG THE SUBLIME ROAD TO A T FENCE ON THE
 AX1152'WEST SIDE OF THE ROAD AND SITE OF REFERENCE MARK.  REFERENCE MARK
 AX1152'WEIMAR NO.2 IS 388.9 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1152'CENTERLINE OF THE ROAD AND IN LIME WITH A FENCE RUNNING NORTH AND
 AX1152'SOUTH FROM THE SOUTHEAST CORNER OF A LARGE BARN.  IT IS 127.0 FEET
 AX1152'NORTH OF A FENCE CORNER POST.  MONUMENT PROJECTS 0.2 FOOT.  REFERENCE
 AX1152'MARK WEIMAR NO.2 IS 164.9 FEET NORTHWEST OF REFERENCE MARK WEIMAR
 AX1152'NO.1, 128.3 FEET NORTH OF WEIMAR TRIANGULATION STATION.
 AX1152
 AX1152                          STATION RECOVERY (1997)
 AX1152
 AX1152'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1152'RECOVERED IN GOOD CONDITION.
 AX1152
 AX1152                          STATION RECOVERY (2004)
 AX1152
 AX1152'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2780 ***********************************************************************
 AX2780  DESIGNATION -  WEIMAR ST MICHAELS CATH CH
 AX2780  PID         -  AX2780
 AX2780  STATE/COUNTY-  TX/COLORADO
 AX2780  USGS QUAD   -  WEIMAR (1981)
 AX2780
 AX2780                         *CURRENT SURVEY CONTROL
 AX2780  ___________________________________________________________________
 AX2780* NAD 83(1993)-  29 42 24.96518(N)    096 46 48.06834(W)     ADJUSTED  
 AX2780* NAVD 88     -                                                        
 AX2780  ___________________________________________________________________
 AX2780  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AX2780  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX2780
 AX2780  HORZ ORDER  -  THIRD
 AX2780
 AX2780.The horizontal coordinates were established by classical geodetic methods
 AX2780.and adjusted by the National Geodetic Survey in February 1996..
 AX2780
 AX2780
 AX2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2780
 AX2780.The geoid height was determined by GEOID03.
 AX2780
 AX2780;                    North         East     Units Scale Factor Converg.
 AX2780;SPC TXSC     - 4,209,684.447   814,786.511   MT  0.99988425   +1 05 15.3
 AX2780;SPC TXSC     -13,811,273.06  2,673,178.74   sFT  0.99988425   +1 05 15.3
 AX2780;UTM  14      - 3,288,374.598   714,765.890   MT  1.00016913   +1 06 02.0
 AX2780
 AX2780                          SUPERSEDED SURVEY CONTROL
 AX2780
 AX2780  NAD 83(1986)-  29 42 24.98037(N)    096 46 48.05596(W) AD(       ) 4
 AX2780  NAD 27      -  29 42 24.13800(N)    096 46 47.13200(W) AD(       ) 3
 AX2780
 AX2780.Superseded values are not recommended for survey control.
 AX2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2780.See file dsdata.txt to determine how the superseded data were derived.
 AX2780
 AX2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT1476688375(NAD 83)
 AX2780_MARKER: 90 = CHURCH SPIRE
 AX2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2780+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 AX2780
 AX2780  HISTORY     - Date     Condition        Report By
 AX2780  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2780  HISTORY     - 19970608 GOOD             USPSQD
 AX2780  HISTORY     - 20020727 GOOD             USPSQD
 AX2780  HISTORY     - 20040318 GOOD             USPSQD
 AX2780
 AX2780                          STATION DESCRIPTION
 AX2780
 AX2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2780'THIS INTERSECTION STATION IS THE SPIRE OF ST. MICHAELS CATHOLIC
 AX2780'CHURCH WHICH IS LOCTED ON THE NORTHERLY SIDE OF TOWN.
 AX2780'CHURCH IS A LIGHT-COLORED BRICK BUILDING WITH A SLATE-COVERED SPIRE
 AX2780'ABOUT 100 FEET HIGH ON W END.  POINT OBSERVED UPON WAS THE
 AX2780'CROSS ON SPIRE.
 AX2780
 AX2780                          STATION RECOVERY (1997)
 AX2780
 AX2780'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2780'RECOVERED IN GOOD CONDITION.
 AX2780
 AX2780                          STATION RECOVERY (2002)
 AX2780
 AX2780'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX2780'RECOVERED IN GOOD CONDITION.
 AX2780
 AX2780                          STATION RECOVERY (2004)
 AX2780
 AX2780'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX2780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0878 ***********************************************************************
 DO0878  DESIGNATION -  WEINERT ET
 DO0878  PID         -  DO0878
 DO0878  STATE/COUNTY-  TX/HASKELL
 DO0878  USGS QUAD   -  WEINERT (1967)
 DO0878
 DO0878                         *CURRENT SURVEY CONTROL
 DO0878  ___________________________________________________________________
 DO0878* NAD 83(1993)-  33 19 40.18846(N)    099 40 06.91572(W)     ADJUSTED  
 DO0878* NAVD 88     -       466.8    (meters)    1531.     (feet)  VERTCON   
 DO0878  ___________________________________________________________________
 DO0878  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DO0878  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DO0878
 DO0878  HORZ ORDER  -  SECOND
 DO0878
 DO0878.The horizontal coordinates were established by classical geodetic methods
 DO0878.and adjusted by the National Geodetic Survey in February 1996..
 DO0878
 DO0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0878
 DO0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0878
 DO0878.The geoid height was determined by GEOID03.
 DO0878
 DO0878;                    North         East     Units Scale Factor Converg.
 DO0878;SPC TXNC     - 2,184,812.235   491,212.227   MT  0.99988420   -0 38 14.4
 DO0878;SPC TXNC     - 7,168,004.81  1,611,585.45   sFT  0.99988420   -0 38 14.4
 DO0878;UTM  14      - 3,687,830.659   437,774.758   MT  0.99964774   -0 22 02.5
 DO0878
 DO0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0878!SPC TXNC     -   0.99993123  x   0.99988420  =   0.99981544
 DO0878!UTM  14      -   0.99993123  x   0.99964774  =   0.99957900
 DO0878
 DO0878|---------------------------------------------------------------------|
 DO0878| PID    Reference Object                     Distance      Geod. Az  |
 DO0878|                                                           dddmmss.s |
 DO0878| CX8956 WEINERT ET RM 1                       9.168 METERS 01358     |
 DO0878| CX8957 WEINERT ET RM 2                       9.384 METERS 17323     |
 DO0878| DO0879 WEINERT MUN TANK                    APPROX. 0.8 KM 2154200.6 |
 DO0878| DO0905 CHILD ET                            APPROX. 9.0 KM 2810715.3 |
 DO0878| DO0904 CHILD ET 2                          APPROX. 8.7 KM 2821725.0 |
 DO0878|---------------------------------------------------------------------|
 DO0878
 DO0878                          SUPERSEDED SURVEY CONTROL
 DO0878
 DO0878  NAD 83(1993)-  33 19 40.19075(N)    099 40 06.91578(W) AD(       ) 2
 DO0878  NAD 83(1986)-  33 19 40.19528(N)    099 40 06.90759(W) AD(       ) 2
 DO0878  NAD 27      -  33 19 39.84023(N)    099 40 05.59006(W) AD(       ) 2
 DO0878  NGVD 29 (07/19/86)  466.6    (m)         1531.     (f) VERT ANG       
 DO0878
 DO0878.Superseded values are not recommended for survey control.
 DO0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0878.See file dsdata.txt to determine how the superseded data were derived.
 DO0878
 DO0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3777587831(NAD 83)
 DO0878_MARKER: DD = SURVEY DISK
 DO0878_SETTING: 0 = UNSPECIFIED SETTING
 DO0878
 DO0878  HISTORY     - Date     Condition        Report By
 DO0878  HISTORY     - 1966     MONUMENTED       USGS
 DO0878  HISTORY     - 1968     GOOD             CGS
 DO0878
 DO0878                          STATION DESCRIPTION
 DO0878
 DO0878'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0878'LOCATED AT THE NORTHEAST EDGE OF WEINERT, TEXAS, ABOUT 0.2
 DO0878'MILES EAST OF THE JUNCTION OF U.S. HWY. 277 AND FARM ROAD 617,
 DO0878'ON TOP OF THE WEST BANK OF A STOCK TANK, 48.5 FEET SOUTH OF AN
 DO0878'EAST-WEST FENCE, 55.5 FEET WEST OF A NORTH-SOUTH FENCE, AND 4.0
 DO0878'FEET NORTH OF A USGS WITNESS SIGN ON A METAL POST.  THE STATION
 DO0878'IS ON PROPERTY BELONGING TO MR. J.D. DAVIS, WHO LIVES ON POOL
 DO0878'STREET ABOUT 0.1 MILE SOUTH OF THE STATION.
 DO0878'
 DO0878'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0878'
 DO0878'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERCOATED ROD
 DO0878'DRIVEN TO A DEPTH OF 15 FEET, FLUSH WITH THE GROUND, CENTERED IN
 DO0878'AN 6-INCH-ORANGEBURG TILE, 12 INCHES LONG, FILLED WITH GRAVEL,
 DO0878'AND IS STAMPED WEINERT ET 1966.
 DO0878'
 DO0878'REFERENCE MARK NO. 1 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DO0878'COPPERCOATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH
 DO0878'THE GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED
 DO0878'WITH GRAVEL.  THE REFERENCE MARK IS LOCATED ON TOP OF A NORTH END
 DO0878'OF THE WEST BANK OF STOCK POND.  AND IS 30.08 FEET (9.168 METERS)
 DO0878'NORTH OF THE STATION MARK.  IT IS STAMPED WEINERT ET NO. 1 1966.
 DO0878'
 DO0878'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DO0878'COPPERCOATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0878'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0878'GRAVEL.  THE REFERENCE MARK IS LOCATED ON THE SOUTH END OF THE
 DO0878'WEST BANK OF A STOCK TANK, 30.785 FEET (9.384 METERS)
 DO0878'SOUTH-SOUTHEAST FROM THE STATION MARK, AND IS STAMPED WEINERT ET
 DO0878'NO. 2 1966.
 DO0878'
 DO0878'USGS STATION CHILD ET 1966 IS VISIBLE FROM THE GROUND AT THIS
 DO0878'STATION AND WILL SERVE AS AN AZIMUTH MARK.
 DO0878
 DO0878                          STATION RECOVERY (1968)
 DO0878
 DO0878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DO0878'STATION MARK, REFERENCE MARKS NO. 1 AND N. 2 WERE RECOVERED AND
 DO0878'FOUND TO BE IN GOOD CONDITION.  THE U.S. GEOLOGICAL SURVEY
 DO0878'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 DO0878'
 DO0878'NOTE--THE STATION WAS USED AS AZIMUTH MARK TO MOVE STATION CHILD
 DO0878'ET 1966 (USGS).
 DO0878'
 DO0878'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DO0878'
 DO0878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DO0878'AT WEINERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0879 ***********************************************************************
 DO0879  DESIGNATION -  WEINERT MUN TANK
 DO0879  PID         -  DO0879
 DO0879  STATE/COUNTY-  TX/HASKELL
 DO0879  USGS QUAD   -  WEINERT (1967)
 DO0879
 DO0879                         *CURRENT SURVEY CONTROL
 DO0879  ___________________________________________________________________
 DO0879* NAD 83(1993)-  33 19 20.22612(N)    099 40 24.00187(W)     ADJUSTED  
 DO0879* NAVD 88     -                                                        
 DO0879  ___________________________________________________________________
 DO0879  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DO0879  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DO0879
 DO0879  HORZ ORDER  -  THIRD
 DO0879
 DO0879.The horizontal coordinates were established by classical geodetic methods
 DO0879.and adjusted by the National Geodetic Survey in February 1996..
 DO0879
 DO0879
 DO0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0879
 DO0879.The geoid height was determined by GEOID03.
 DO0879
 DO0879;                    North         East     Units Scale Factor Converg.
 DO0879;SPC TXNC     - 2,184,202.262   490,763.542   MT  0.99988374   -0 38 23.7
 DO0879;SPC TXNC     - 7,166,003.59  1,610,113.39   sFT  0.99988374   -0 38 23.7
 DO0879;UTM  14      - 3,687,218.722   437,329.057   MT  0.99964842   -0 22 11.7
 DO0879
 DO0879                          SUPERSEDED SURVEY CONTROL
 DO0879
 DO0879  NAD 83(1993)-  33 19 20.22836(N)    099 40 24.00195(W) AD(       ) 4
 DO0879  NAD 83(1986)-  33 19 20.23256(N)    099 40 23.99387(W) AD(       ) 4
 DO0879  NAD 27      -  33 19 19.87821(N)    099 40 22.67552(W) AD(       ) 3
 DO0879
 DO0879.Superseded values are not recommended for survey control.
 DO0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0879.See file dsdata.txt to determine how the superseded data were derived.
 DO0879
 DO0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3732987219(NAD 83)
 DO0879_MARKER: 53 = ELEVATED TANK
 DO0879
 DO0879  HISTORY     - Date     Condition        Report By
 DO0879  HISTORY     - 1966     FIRST OBSERVED   USGS
 DO0879  HISTORY     - 1974     GOOD             NGS
 DO0879
 DO0879                          STATION DESCRIPTION
 DO0879
 DO0879'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0879'LOCATED IN WEINERT, TEXAS, ONE-HALF BLOCK WEST OF BREUSTED STREET
 DO0879'ON THE SOUTH SIDE OF BEVERS AVENUE, AND 35 FEET NORTH OF THE ALLEY.
 DO0879'
 DO0879'THE POINT-OBSERVED IS THE TOP CENTER OF A SILVER WATER TANK
 DO0879'MOUNTED ON FOUR STEEL LEGS.
 DO0879'
 DO0879'THE STATION WAS INTERSECTED FROM STATIONS WEINERT ET 1966, LUTHER
 DO0879'ET 1966, BRUSH ET 1966, AND BOWDEN ET 1966.
 DO0879
 DO0879                          STATION RECOVERY (1974)
 DO0879
 DO0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0879'WEINERT MUNICIPAL WATER TANK IS A FOUR LEGGED STEEL STRUCTURE,
 DO0879'125 FEET HIGH, WITH CONICAL TYPE TANK, PAINTED SILVER AND THE
 DO0879'LETTERS WEINERT IN BLACK ON THE NORTH AND SOUTH SIDE.
 DO0879'
 DO0879'THE TANK IS LOCATED ABOUT 60 YARDS NORTHWEST OF THE POST OFFICE
 DO0879'IN WEINERT.
 DO0879'
 DO0879'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0938 ***********************************************************************
 DO0938  DESIGNATION -  WELCH
 DO0938  PID         -  DO0938
 DO0938  STATE/COUNTY-  TX/FOARD
 DO0938  USGS QUAD   -  FOARD CITY (1968)
 DO0938
 DO0938                         *CURRENT SURVEY CONTROL
 DO0938  ___________________________________________________________________
 DO0938* NAD 83(1993)-  33 52 57.96476(N)    099 46 10.70531(W)     ADJUSTED  
 DO0938* NAVD 88     -       458.8    (meters)    1505.     (feet)  VERTCON   
 DO0938  ___________________________________________________________________
 DO0938  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DO0938  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0938
 DO0938  HORZ ORDER  -  SECOND
 DO0938
 DO0938.The horizontal coordinates were established by classical geodetic methods
 DO0938.and adjusted by the National Geodetic Survey in February 1996..
 DO0938
 DO0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0938
 DO0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0938
 DO0938.The geoid height was determined by GEOID03.
 DO0938
 DO0938;                    North         East     Units Scale Factor Converg.
 DO0938;SPC TXNC     - 2,246,463.265   482,549.141   MT  0.99997768   -0 41 32.8
 DO0938;SPC TXNC     - 7,370,271.56  1,583,163.31   sFT  0.99997768   -0 41 32.8
 DO0938;UTM  14      - 3,749,424.155   428,827.075   MT  0.99966245   -0 25 44.7
 DO0938
 DO0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0938!SPC TXNC     -   0.99993246  x   0.99997768  =   0.99991014
 DO0938!UTM  14      -   0.99993246  x   0.99966245  =   0.99959493
 DO0938
 DO0938:                Primary Azimuth Mark                     Grid Az
 DO0938:SPC TXNC     -  CROWELL MUN TANK                         018 41 09.3
 DO0938:UTM  14      -  CROWELL MUN TANK                         018 25 21.2
 DO0938
 DO0938|---------------------------------------------------------------------|
 DO0938| PID    Reference Object                     Distance      Geod. Az  |
 DO0938|                                                           dddmmss.s |
 DO0938| DO0918 CROWELL MUN TANK                    APPROX.12.7 KM 0175936.5 |
 DO0938| CX8959 WELCH RM 1                           25.106 METERS 05958     |
 DO0938| CX8960 WELCH RM 2                           36.880 METERS 17847     |
 DO0938| CX8958 WELCH AZ MK                                        2640153.3 |
 DO0938|---------------------------------------------------------------------|
 DO0938
 DO0938                          SUPERSEDED SURVEY CONTROL
 DO0938
 DO0938  NAD 83(1993)-  33 52 57.96573(N)    099 46 10.70540(W) AD(       ) 2
 DO0938  NAD 83(1986)-  33 52 57.97180(N)    099 46 10.69706(W) AD(       ) 2
 DO0938  NAD 27      -  33 52 57.66461(N)    099 46 09.35872(W) AD(       ) 2
 DO0938  NGVD 29 (07/19/86)  458.6    (m)         1505.     (f) VERT ANG       
 DO0938
 DO0938.Superseded values are not recommended for survey control.
 DO0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0938.See file dsdata.txt to determine how the superseded data were derived.
 DO0938
 DO0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2882749424(NAD 83)
 DO0938_MARKER: DS = TRIANGULATION STATION DISK
 DO0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0938
 DO0938  HISTORY     - Date     Condition        Report By
 DO0938  HISTORY     - 1967     MONUMENTED       CGS
 DO0938  HISTORY     - 1969     GOOD             CGS
 DO0938
 DO0938                          STATION DESCRIPTION
 DO0938
 DO0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DO0938'THE STATION IS ABOUT 9-1/4 MILES NORTH OF TRUSCOTT, 7-1/2 MILES
 DO0938'SOUTH-SOUTHWEST OF CROWELL, 0.1 MILE WEST OF STATE ROUTE 283 AND ON
 DO0938'PROPERTY OWNED BY J. WELCH.
 DO0938'
 DO0938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DO0938'ROUTE 283 IN CROWELL, GO SOUTH ON STATE ROUTE 283 FOR 7.75 MILES TO
 DO0938'FARM ROAD 263 ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 MILE TO
 DO0938'THE FARM HOME OF J. WELCH ON THE RIGHT.  (TO REACH THE AZIMUTH
 DO0938'MARK FROM THIS POINT, CONTINUE WEST FOR 0.3 MILE TO THE AZIMUTH
 DO0938'MARK ON THE SOUTH RIGHT OF WAY OF FARM ROAD 263.) TURN RIGHT AND
 DO0938'GO NORTH, PASSING THROUGH A GATE FOR 50 YARDS TO THE STATION MARK.
 DO0938'
 DO0938'THE STATION MARK IS A STANDARD DISK STAMPED WELCH 1967, SET IN THE
 DO0938'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS 16
 DO0938'INCHES BELOW THE GROUND SURFACE.  IT IS 163.0 FEET NORTH OF THE
 DO0938'CENTERLINE OF FARM ROAD 263, 130.5 FEET NORTHWEST OF THE SOUTHWEST
 DO0938'CORNER OF THE FARM HOME, 120.0 FEET NORTH OF A WITNESS POST AND
 DO0938'80.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL TOOL SHED.
 DO0938'THE UNDERGROUND MARK IS SET 44 INCHES BELOW THE GROUND SURFACE.
 DO0938'
 DO0938'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WELCH NO 1 1967, SET IN
 DO0938'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0938'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 54.0 FEET NORTH OF
 DO0938'THE NORTHWEST CORNER OF A GARAGE, 3 FEET WEST OF THE
 DO0938'NORTHWEST CORNER OF THE TOOL SHED AND ABOUT THE SAME ELEVATION AS
 DO0938'THE STATION MARK.
 DO0938'
 DO0938'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WELCH NO 2 1967, SET IN
 DO0938'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0938'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 42.0 FEET NORTH OF
 DO0938'THE CENTERLINE OF THE FARM ROAD, 1.5 FEET SOUTHWEST OF THE
 DO0938'WITNESS POST, 1.1 FEET NORTH OF A BOARD FENCE AND ABOUT THE SAME
 DO0938'ELEVATION AS THE STATION MARK.
 DO0938'
 DO0938'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WELCH 1967, SET IN THE
 DO0938'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 DO0938'INCHES ABOVE THE GROUND SURFACE.  IT IS 39.0 FEET SOUTH OF THE
 DO0938'CENTERLINE OF FARM ROAD 263, 1.6 FEET EAST OF A TELEPHONE LINE
 DO0938'POLE AND 1.5 FEET WEST OF A WITNESS POST.
 DO0938'
 DO0938'THE STATION MARK WAS SET BELOW THE GROUND SURFACE AT THE REQUEST OF
 DO0938'THE PROPERTY OWNER.
 DO0938
 DO0938                          STATION RECOVERY (1969)
 DO0938
 DO0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0938'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 DO0938'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 DO0938'WITH THE FOLLOWING CHANGES, A DIFFERENCE WAS FOUND IN THE DISTANCES
 DO0938'TO BOTH REFERENCE MARKS AND WAS NOTED.
 DO0938'
 DO0938'ANOTHER REFERENCE MEASUREMENT WAS ADDED TO THE STATION MARK AND
 DO0938'REFERENCE MARK 1.  THE STATION MARK IS 2.5 FEET WEST OF A WIRE FENCE
 DO0938'AND THE REFERENCE MARK IS LOCATED IN A FENCE LINE.
 DO0938'
 DO0938'NO MEASUREMENT BETWEEN RMS DUE TO FARM MACHINERY ON LINE AT THIS
 DO0938'TIME.  THE 1967 MEASUREMENT BETWEEN RMS WAS 176.08 FT. (53.669 M.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0771 ***********************************************************************
 CV0771  DESIGNATION -  WELCH WATER TANK
 CV0771  PID         -  CV0771
 CV0771  STATE/COUNTY-  TX/DAWSON
 CV0771  USGS QUAD   -  WELCH WEST (1969)
 CV0771
 CV0771                         *CURRENT SURVEY CONTROL
 CV0771  ___________________________________________________________________
 CV0771* NAD 83(1993)-  32 55 29.39009(N)    102 07 35.96606(W)     ADJUSTED  
 CV0771* NAVD 88     -                                                        
 CV0771  ___________________________________________________________________
 CV0771  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 CV0771  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CV0771
 CV0771  HORZ ORDER  -  THIRD
 CV0771
 CV0771.The horizontal coordinates were established by classical geodetic methods
 CV0771.and adjusted by the National Geodetic Survey in February 1996..
 CV0771
 CV0771
 CV0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0771
 CV0771.The geoid height was determined by GEOID03.
 CV0771
 CV0771;                    North         East     Units Scale Factor Converg.
 CV0771;SPC TXNC     - 2,145,371.148   260,899.862   MT  0.99987506   -1 58 40.7
 CV0771;SPC TXNC     - 7,038,605.17    855,968.96   sFT  0.99987506   -1 58 40.7
 CV0771;UTM  13      - 3,646,617.551   768,689.516   MT  1.00049026   +1 33 45.7
 CV0771
 CV0771                          SUPERSEDED SURVEY CONTROL
 CV0771
 CV0771  NAD 83(1986)-  32 55 29.39918(N)    102 07 35.95750(W) AD(       ) 4
 CV0771  NAD 27      -  32 55 29.05962(N)    102 07 34.34034(W) AD(       ) 3
 CV0771
 CV0771.Superseded values are not recommended for survey control.
 CV0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0771.See file dsdata.txt to determine how the superseded data were derived.
 CV0771
 CV0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6869046618(NAD 83)
 CV0771_MARKER: 53 = ELEVATED TANK
 CV0771
 CV0771  HISTORY     - Date     Condition        Report By
 CV0771  HISTORY     - 1968     FIRST OBSERVED   USGS
 CV0771
 CV0771                          STATION DESCRIPTION
 CV0771
 CV0771'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0771'THE STATION IS LOCATED 0.15 MILE SOUTH-SOUTHEAST OF THE JUNCTION
 CV0771'OF STATE HIGHWAY 83 AND FARM TO MARKET ROAD 829 IN WELCH,
 CV0771'TEXAS.  THE STATION IS 72 FEET EAST NORMAL FROM THE CENTERLINE OF
 CV0771'ROAD 829 AT THE NORTH EDGE OF THE TENNIS COURT.
 CV0771'
 CV0771'STATION MARK--A 100 FOOT HIGH SPHERICAL WATER TANK PAINTED
 CV0771'ALUMINUM.  POINT SIGHTED WAS CENTERLINE OF STANDPIPE.  (NO FINIAL)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0994 ***********************************************************************
 BM0994  DESIGNATION -  WELCOME
 BM0994  PID         -  BM0994
 BM0994  STATE/COUNTY-  TX/AUSTIN
 BM0994  USGS QUAD   -  WELCOME (1989)
 BM0994
 BM0994                         *CURRENT SURVEY CONTROL
 BM0994  ___________________________________________________________________
 BM0994* NAD 83(1993)-  30 02 13.16800(N)    096 28 57.99412(W)     ADJUSTED  
 BM0994* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 BM0994  ___________________________________________________________________
 BM0994  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BM0994  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BM0994
 BM0994  HORZ ORDER  -  THIRD
 BM0994
 BM0994.The horizontal coordinates were established by classical geodetic methods
 BM0994.and adjusted by the National Geodetic Survey in February 1996..
 BM0994
 BM0994.The orthometric height was scaled from a topographic map.
 BM0994
 BM0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0994
 BM0994.The geoid height was determined by GEOID03.
 BM0994
 BM0994;                    North         East     Units Scale Factor Converg.
 BM0994;SPC TXSC     - 4,246,841.906   842,753.672   MT  0.99993812   +1 13 59.6
 BM0994;SPC TXSC     -13,933,180.49  2,764,934.34   sFT  0.99993812   +1 13 59.6
 BM0994;SPC TX C     - 3,047,481.055 1,071,322.166   MT  1.00002222   +1 58 59.7
 BM0994;SPC TX C     - 9,998,277.43  3,514,829.47   sFT  1.00002222   +1 58 59.7
 BM0994;UTM  14      - 3,325,554.355   742,729.565   MT  1.00032696   +1 15 38.3
 BM0994
 BM0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0994!SPC TXSC     -   0.99998445  x   0.99993812  =   0.99992257
 BM0994!SPC TX C     -   0.99998445  x   1.00002222  =   1.00000667
 BM0994!UTM  14      -   0.99998445  x   1.00032696  =   1.00031140
 BM0994
 BM0994:                Primary Azimuth Mark                     Grid Az
 BM0994:SPC TXSC     -  WELCOME AZ MK                            359 40 43.7
 BM0994:SPC TX C     -  WELCOME AZ MK                            358 55 43.6
 BM0994:UTM  14      -  WELCOME AZ MK                            359 39 05.0
 BM0994
 BM0994|---------------------------------------------------------------------|
 BM0994| PID    Reference Object                     Distance      Geod. Az  |
 BM0994|                                                           dddmmss.s |
 BM0994| CV8597 WELCOME AZ MK                                      0005443.3 |
 BM0994| CV8598 WELCOME RM 1                          8.351 METERS 13252     |
 BM0994| CV8599 WELCOME RM 2                         25.095 METERS 22342     |
 BM0994|---------------------------------------------------------------------|
 BM0994
 BM0994                          SUPERSEDED SURVEY CONTROL
 BM0994
 BM0994  NAD 83(1986)-  30 02 13.18391(N)    096 28 57.97870(W) AD(       ) 3
 BM0994  NAD 27      -  30 02 12.39000(N)    096 28 57.08200(W) AD(       ) 3
 BM0994
 BM0994.Superseded values are not recommended for survey control.
 BM0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0994.See file dsdata.txt to determine how the superseded data were derived.
 BM0994
 BM0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU4273025554(NAD 83)
 BM0994_MARKER: DS = TRIANGULATION STATION DISK
 BM0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0994
 BM0994  HISTORY     - Date     Condition        Report By
 BM0994  HISTORY     - 1954     MONUMENTED       CGS
 BM0994  HISTORY     - 19991021 GOOD             USPSQD
 BM0994
 BM0994                          STATION DESCRIPTION
 BM0994
 BM0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0994'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF BRENHAM, ABOUT
 BM0994'5 MILES NORTH OF INDUSTRY AND ABOUT 0.6 MILE NORTH OF WELCOME.
 BM0994'
 BM0994'TO REACH STATION FROM JUNCTION OF STATE HIGHWAY 36 AND FARM
 BM0994'ROAD 109, WHICH IS ABOUT 2 MILES SOUTH OF BRENHAM, GO SOUTHWEST
 BM0994'ON 109 FOR 8.1 MILES TO CHURCH ON LEFT.  CONTINUE 0.05 MILES
 BM0994'TO AZIMUTH ON RIGHT AS DESCRIBED.  CONTINUE SOUTH ON 109 FOR
 BM0994'0.2 MILE TO JUNCTION OF FARM ROAD 332 AND STATION ON LEFT AS
 BM0994'DESCRIBED.
 BM0994'
 BM0994'STATION MARK IS STANDARD DISK STAMPED WELCOME 1954, SET IN
 BM0994'TOP OF SQUARE CONCRETE POST ONE INCH BELOW GROUND LEVEL, 203 FEET
 BM0994'SOUTHEAST OF THE INTERSECTION OF CENTERLINES OF FARM ROADS
 BM0994'109 AND 332, 42 FEET NORTHEAST OF CENTERLINE OF 332, 2.5
 BM0994'FEET NORTHEAST OF WHITE WITNESS POST AND ON THE HIGHEST POINT
 BM0994'OF A CUT BANK.
 BM0994'
 BM0994'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WELCOME NO. 1
 BM0994'1954 SET IN TOP OF SQUARE CONCRETE POST FLUSH WITH THE GROUND,
 BM0994'42 FEET NORTHEAST OF CENTERLINE OF 332.
 BM0994'
 BM0994'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WELCOME NO 2
 BM0994'1954 SET IN TOP OF SQUARE CONCRETE POST FLUSH WITH GROUND,
 BM0994'40 FEET SOUTHWEST OF CENTERLINE OF 332, 38 FEET EAST OF A
 BM0994'POWERLINE POLE.
 BM0994'
 BM0994'AZIMUTH MARK IS A STANDARD DISK STAMPED WELCOME 1954 SET
 BM0994'IN TOP OF SQUARE CONCRETE POST 6 INCHES ABOVE GROUND LEVEL,
 BM0994'49 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF
 BM0994'FENCE LINE.
 BM0994'
 BM0994'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BM0994
 BM0994                          STATION RECOVERY (1999)
 BM0994
 BM0994'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0973 ***********************************************************************
 CT0973  DESIGNATION -  WELCOME
 CT0973  PID         -  CT0973
 CT0973  STATE/COUNTY-  TX/PALO PINTO
 CT0973  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0973
 CT0973                         *CURRENT SURVEY CONTROL
 CT0973  ___________________________________________________________________
 CT0973* NAD 83(1993)-  32 48 39.38673(N)    098 06 12.96139(W)     ADJUSTED  
 CT0973* NAVD 88     -       326.5    (meters)    1071.     (feet)  VERTCON   
 CT0973  ___________________________________________________________________
 CT0973  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CT0973  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CT0973
 CT0973  HORZ ORDER  -  SECOND
 CT0973
 CT0973.The horizontal coordinates were established by classical geodetic methods
 CT0973.and adjusted by the National Geodetic Survey in February 1996..
 CT0973
 CT0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0973
 CT0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0973
 CT0973.The geoid height was determined by GEOID03.
 CT0973
 CT0973;                    North         East     Units Scale Factor Converg.
 CT0973;SPC TXNC     - 2,126,958.329   637,119.132   MT  0.99988139   +0 12 58.3
 CT0973;SPC TXNC     - 6,978,195.78  2,090,281.69   sFT  0.99988139   +0 12 58.3
 CT0973;UTM  14      - 3,630,683.863   583,917.476   MT  0.99968683   +0 29 08.7
 CT0973
 CT0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0973!SPC TXNC     -   0.99995331  x   0.99988139  =   0.99983471
 CT0973!UTM  14      -   0.99995331  x   0.99968683  =   0.99964016
 CT0973
 CT0973|---------------------------------------------------------------------|
 CT0973| PID    Reference Object                     Distance      Geod. Az  |
 CT0973|                                                           dddmmss.s |
 CT0973| CX8961 WELCOME RM 1                         11.885 METERS 01759     |
 CT0973| CT0971 MINERAL WELLS FT WOLTERS TANK       APPROX. 5.3 KM 1223016.1 |
 CT0973| CX8962 WELCOME RM 2                          7.714 METERS 21738     |
 CT0973| CT0975 MINERAL WELLS HOTEL CUPOLA          APPROX. 0.8 KM 2580759.0 |
 CT0973|---------------------------------------------------------------------|
 CT0973
 CT0973                          SUPERSEDED SURVEY CONTROL
 CT0973
 CT0973  NAD 83(1993)-  32 48 39.38949(N)    098 06 12.94742(W) AD(       ) 2
 CT0973  NAD 83(1986)-  32 48 39.39000(N)    098 06 12.94594(W) AD(       ) 2
 CT0973  NAD 27      -  32 48 38.93283(N)    098 06 11.78621(W) AD(       ) 2
 CT0973  NGVD 29 (07/19/86)  326.4    (m)         1071.     (f) VERT ANG       
 CT0973
 CT0973.Superseded values are not recommended for survey control.
 CT0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0973.See file dsdata.txt to determine how the superseded data were derived.
 CT0973
 CT0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8391730684(NAD 83)
 CT0973_MARKER: DS = TRIANGULATION STATION DISK
 CT0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0973+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2000
 CT0973
 CT0973  HISTORY     - Date     Condition        Report By
 CT0973  HISTORY     - 1973     MONUMENTED       NGS
 CT0973  HISTORY     - 19980627 GOOD             USPSQD
 CT0973  HISTORY     - 20000720 GOOD             LOCSUR
 CT0973  HISTORY     - 20001206 POOR             LOCSUR
 CT0973  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0973
 CT0973                          STATION DESCRIPTION
 CT0973
 CT0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CT0973'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF MINERAL WELLS,
 CT0973'ON THE POINT OF A BLUFF, AND JUST TO THE SOUTH OF A LARGE SIGN
 CT0973'LETTERED, WELCOME.
 CT0973'
 CT0973'THE STATION MARK IS A STANDARD DISK STAMPED WELCOME 1973, SET IN A
 CT0973'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 199 FEET SOUTH
 CT0973'OF THE MAST OF RADIO STATION KMWT-FM, 135 FEET SOUTH OF THE WIRE
 CT0973'FENCE AT THE SOUTH SIDE OF THE RADIO STATION, 40.4 FEET SOUTH OF
 CT0973'THE SOUTH IRON POST OF THE WELCOME SIGN, AND ABOUT 25 FEET NORTH OF
 CT0973'WHERE THE BLUFF STARTS TO DROP OFF TO THE SOUTH.
 CT0973'
 CT0973'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WELCOME NO 1 1973,
 CT0973'SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE WELCOME SIGN, 1.5
 CT0973'FEET SOUTH OF THE SOUTH POST OF THE SIGN.
 CT0973'
 CT0973'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WELCOME NC 2 1973,
 CT0973'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 65 FEET SOUTH OF
 CT0973'THE SOUTH POST OF THE SIGN, AND ON THE SLOPE WHERE THE BLUFF DROPS
 CT0973'OFF TO THE SOUTH.
 CT0973'
 CT0973'AN AZIMUTH MARK WAS NOT SET AS THERE ARE OTHER STATIONS AND
 CT0973'INTERSECTION STATIONS VISIBLE FROM THE GROUND.
 CT0973'
 CT0973'TO REACH THE STATION FROM THE MINERAL WELLS POST OFFICE AT THE
 CT0973'JUNCTION OF 1ST AVENUE AND 1ST STREET, GO EAST ON 1ST STREET
 CT0973'(U.S. HIGHWAY 180) 0.05 MILE TO THE INTERSECTION WITH U.S. HIGHWAY
 CT0973'281, CONTINUE EAST ON HIGHWAY 180 FOR 0.35 MILE TO THE
 CT0973'INTERSECTION WITH 6TH AVENUE, TURN LEFT AND GO NORTH ON 6TH AVENUE
 CT0973'FOR 0.55 MILE TO THE TOP OF THE BLUFF AND THE T JUNCTION WITH 9TH
 CT0973'STREET NE, TURN RIGHT AND GO EAST ON 9TH STREET FOR 0.2 MILE TO
 CT0973'THE T JUNCTION WITH 11TH AVENUE NE, TURN RIGHT AND GO SOUTH ON
 CT0973'11TH AVENUE FOR 0.35 MILE TO RADIO STATION KMWT-FM AND THE STATION
 CT0973'AS DESCRIBED.
 CT0973'
 CT0973'NEAREST TOWN--MINERAL WELLS.
 CT0973'
 CT0973'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CT0973
 CT0973                          STATION RECOVERY (1998)
 CT0973
 CT0973'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0973'RECOVERED IN GOOD CONDITION.
 CT0973
 CT0973                          STATION RECOVERY (2000)
 CT0973
 CT0973'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (LJL)
 CT0973'RECOVERED IN GOOD CONDITION.
 CT0973
 CT0973                          STATION RECOVERY (2000)
 CT0973
 CT0973'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (LJL)
 CT0973'MONUMENT DESTROYED ( CELLUAR TOWER BEING CONSTRUCTED )12-6-00
 CT0973
 CT0973                          STATION RECOVERY (2004)
 CT0973
 CT0973'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2156 ***********************************************************************
 AN2156  DESIGNATION -  WELDER
 AN2156  PID         -  AN2156
 AN2156  STATE/COUNTY-  TX/BEE
 AN2156  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN2156
 AN2156                         *CURRENT SURVEY CONTROL
 AN2156  ___________________________________________________________________
 AN2156* NAD 83(1993)-  28 10 34.66658(N)    097 39 17.49700(W)     ADJUSTED  
 AN2156* NAVD 88     -        33.4    (meters)     110.     (feet)  VERTCON   
 AN2156  ___________________________________________________________________
 AN2156  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AN2156  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN2156
 AN2156  HORZ ORDER  -  FIRST
 AN2156
 AN2156.The horizontal coordinates were established by classical geodetic methods
 AN2156.and adjusted by the National Geodetic Survey in February 1996..
 AN2156
 AN2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2156
 AN2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2156
 AN2156.The geoid height was determined by GEOID03.
 AN2156
 AN2156;                    North         East     Units Scale Factor Converg.
 AN2156;SPC TXSC     - 4,038,771.694   732,100.283   MT  1.00006586   +0 39 32.4
 AN2156;SPC TXSC     -13,250,536.80  2,401,899.01   sFT  1.00006586   +0 39 32.4
 AN2156;SPC TX S     - 5,278,343.996   383,001.914   MT  1.00010481   +0 23 01.3
 AN2156;SPC TX S     -17,317,366.93  1,256,565.45   sFT  1.00010481   +0 23 01.3
 AN2156;UTM  14      - 3,117,463.865   632,048.428   MT  0.99981521   +0 38 06.9
 AN2156
 AN2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2156!SPC TXSC     -   0.99999899  x   1.00006586  =   1.00006485
 AN2156!SPC TX S     -   0.99999899  x   1.00010481  =   1.00010380
 AN2156!UTM  14      -   0.99999899  x   0.99981521  =   0.99981420
 AN2156
 AN2156|---------------------------------------------------------------------|
 AN2156| PID    Reference Object                     Distance      Geod. Az  |
 AN2156|                                                           dddmmss.s |
 AN2156| CV5770 WELDER RM                            28.997 METERS 19752     |
 AN2156| AN2135 O NEILL                             APPROX.18.0 KM 3443505.9 |
 AN2156| AN2139 SKIDMORE BAPTIST CHURCH SPIRE       APPROX. 8.9 KM 3451734.2 |
 AN2156| AN2137 SKIDMORE METHODIST CH SPIRE         APPROX. 9.1 KM 3452809.1 |
 AN2156|---------------------------------------------------------------------|
 AN2156
 AN2156                          SUPERSEDED SURVEY CONTROL
 AN2156
 AN2156  NAD 83(1986)-  28 10 34.67414(N)    097 39 17.47828(W) AD(       ) 1
 AN2156  NAD 27      -  28 10 33.64700(N)    097 39 16.49400(W) AD(       ) 1
 AN2156  NGVD 29 (07/19/86)   33.5    (m)          110.     (f) VERT ANG       
 AN2156
 AN2156.Superseded values are not recommended for survey control.
 AN2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2156.See file dsdata.txt to determine how the superseded data were derived.
 AN2156
 AN2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3204817464(NAD 83)
 AN2156_MARKER: N = NAIL
 AN2156_SETTING: 0 = UNSPECIFIED SETTING
 AN2156
 AN2156  HISTORY     - Date     Condition        Report By
 AN2156  HISTORY     - 1904     MONUMENTED       CGS
 AN2156  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 AN2156  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AN2156
 AN2156                          STATION DESCRIPTION
 AN2156
 AN2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2156'STATION IS ABOUT 5 MILES (7 MILES BY ROAD) SSE OF SKIDMORE,
 AN2156'2-1/2 MILES S OF CORPUS CHRISTI BRANCH OF SAN ANTONIO AND
 AN2156'ARANSAS PASS RAILWAY, 2 MILES S OF PETE BOALES HOUSE, IN
 AN2156'LARGE PASTURE OWNED BY J.J. WELDER, WHO LIVES IN VICTORIA.
 AN2156'STATION IS ABOUT 300 PACES E OF ROAD LEADING S THROUGH THE
 AN2156'WELDER PASTURE, WHICH ABOUNDS IN MESQUITE AND LIVE OAK,
 AN2156'AND 63.50 METERS (208.3 FEET) FROM LARGE GATE LEADING INTO
 AN2156'LOT WHERE WINDMILL AND TANK ARE LOCATED.  THIS GATE IS 124
 AN2156'PACES FROM WINDMILL.
 AN2156'
 AN2156'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL
 AN2156'IN IRON PIPE SET IN CONCRETE.
 AN2156'
 AN2156'REFERENCE MARK IS AT SAME ELEVATION AS STATION AND 28.997
 AN2156'METERS (95.13 FEET) FROM IT S 17 DEG 52 MIN W.  FOLLOWING
 AN2156'DISTANCES AND AZIMUTHS ARE FROM STATION--SKIDMORE, BAPTIST
 AN2156'CHURCH, SPIRE, 5.5 MILES, 165 DEG 17 MIN 34 SEC.  SKIDMORE,
 AN2156'METHODIST CHURCH, SPIRE, 5.6 MILES, 165 DEG 28 MIN 09 SEC.
 AN2156'SKIDMORE, CATHOLIC CHURCH, SPIRE, 5.8 MILES, 165 DEG 32 MIN 01
 AN2156'SEC.  PETE BOALES WINDMILL, 2 MILES, 214 DEG 21 MIN 22 SEC.
 AN2156'WINDMILL, 190 PACES, 336 DEG 42 MIN 11 SEC.  JOHN CARLYLES
 AN2156'HOUSE, W GABLE, 2 MILES, 322 DEG 27 MIN 06 SEC.  F. SKIDMORES
 AN2156'HOUSE, S CHIMNEY, 2 MILES, 103 DEG 25 MIN 48 SEC.  A.C. MC FALLS
 AN2156'HOUSE, CHIMNEY, 1 MILE, 119 DEG 26 MIN 35 SEC.  SKIDMORE,
 AN2156'RAILROAD WATER TANK, 163 DEG 30 MIN 25 SEC.  ELEVATION OF
 AN2156'STATION, 33.5 METERS (110 FEET).
 AN2156'
 AN2156'TO REACH FROM SKIDMORE, FOLLOW ROAD ALONG S SIDE OF CORPUS
 AN2156'CHRISTI BRANCH OF SAN ANTONIO AND ARANSAS PASS RAILWAY ALMOST
 AN2156'TO MILEPOST 4 FROM SKIDMORE, GO THROUGH WIRE GATE TO S, THEN
 AN2156'S ABOUT 3/4 MILE, AND, JUST BEFORE REACHING CREEK NEAR PETE
 AN2156'BOALES HOUSE, TURN TO RIGHT AND PASS THROUGH WIRE GATE,
 AN2156'THENCE 2 MILES S TO STATION SITE.
 AN2156
 AN2156                          STATION RECOVERY (1937)
 AN2156
 AN2156'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2156'STATION MARK FOUND TO HAVE BEEN DUG UP AND DESTROYED BY
 AN2156'TREASURE HUNTERS ABOUT 1912.  REFERENCE MARK PRIED PARTIALLY
 AN2156'OUT OF GROUND BUT STILL INTACT.  UNABLE TO DETERMINE WHETHER
 AN2156'UNDERGROUND MARK IS STILL IN PLACE OR NOT.  LARGE PIECES
 AN2156'OF CONCRETE WERE FOUND NEAR THE HOLE FROM WHICH THE STATION
 AN2156'MARK HAD BEEN REMOVED, AS WELL AS THE SECTION OF PIPE WHICH
 AN2156'HAD BEEN IN ONE OF THE MARKS.  THE WINDMILL MENTIONED IN
 AN2156'1904 IS STILL IN PLACE.  PETE BOALES LIVES IN THE
 AN2156'SAME HOUSE AS OF 1904.  THE DIRECTIONS FOR FINDING STATION
 AN2156'OF 1904 ARE STILL GOOD EXCEPT THAT THE ROAD ALONG RAILROAD
 AN2156'IS NOW STATE HIGHWAY 16.  THE GATE INTO THE PASTURE IS
 AN2156'PLANK INSTEAD OF WIRE.  AND THAT THE ROADS MENTIONED AS
 AN2156'BEING NEAR THE STATION NO LONGER EXIST.
 AN2156
 AN2156                          STATION RECOVERY (1952)
 AN2156
 AN2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AN2156'THIS STATION HAS BEEN DESTROYED, ALL MARKS WERE FOUND DUG
 AN2156'OUT, BROKEN INTO SMALL PIECES AND SCATTERED ABOUT THE SITE
 AN2156'OF THE ORIGINAL STATION.  THERE IS QUITE A DEEP IMPRESSION WHERE
 AN2156'THE STATION MARK WAS DUG OUT, WHICH WAS EVIDENTLY DONE BY
 AN2156'TREASURE HUNTERS AS THE GROUND IS STILL IN PASTURE LAND
 AN2156'COVERED BY MESQUITE BUSHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2468 ***********************************************************************
 AN2468  DESIGNATION -  WELDER RESET
 AN2468  PID         -  AN2468
 AN2468  STATE/COUNTY-  TX/CALHOUN
 AN2468  USGS QUAD   -  GREEN LAKE (1995)
 AN2468
 AN2468                         *CURRENT SURVEY CONTROL
 AN2468  ___________________________________________________________________
 AN2468* NAD 83(1993)-  28 33 43.14816(N)    096 49 02.20435(W)     ADJUSTED  
 AN2468* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AN2468  ___________________________________________________________________
 AN2468  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AN2468  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN2468
 AN2468  HORZ ORDER  -  FIRST
 AN2468
 AN2468.The horizontal coordinates were established by classical geodetic methods
 AN2468.and adjusted by the National Geodetic Survey in February 1996..
 AN2468
 AN2468.The orthometric height was scaled from a topographic map.
 AN2468
 AN2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2468
 AN2468.The geoid height was determined by GEOID03.
 AN2468
 AN2468;                    North         East     Units Scale Factor Converg.
 AN2468;SPC TXSC     - 4,082,749.294   813,550.040   MT  0.99995352   +1 04 09.6
 AN2468;SPC TXSC     -13,394,819.98  2,669,122.09   sFT  0.99995352   +1 04 09.6
 AN2468;UTM  14      - 3,161,404.027   713,515.174   MT  1.00016265   +1 02 38.3
 AN2468
 AN2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2468!SPC TXSC     -   1.00000240  x   0.99995352  =   0.99995592
 AN2468!UTM  14      -   1.00000240  x   1.00016265  =   1.00016505
 AN2468
 AN2468|---------------------------------------------------------------------|
 AN2468| PID    Reference Object                     Distance      Geod. Az  |
 AN2468|                                                           dddmmss.s |
 AN2468| CV6905 WELDER RM 3                          30.925 METERS 02549     |
 AN2468| CV6904 WELDER RM 1                          46.193 METERS 05425     |
 AN2468| AN2324 AUSTWELL                            APPROX.20.3 KM 1824848.2 |
 AN2468| AN2323 AUSTWELL GIN CO TANK                APPROX.19.6 KM 1865239.1 |
 AN2468| AN2336 TIVOLI GIN CO TANK                  APPROX.13.4 KM 2101054.6 |
 AN2468| AN2337 TIVOLI LUTHERAN CHURCH SPIRE        APPROX.13.2 KM 2110855.2 |
 AN2468| CV6906 WELDER RM 4                          24.606 METERS 31922     |
 AN2468| AN0819 WELDER RM 2                         APPROX. 0.6 KM 3272229.2 |
 AN2468|---------------------------------------------------------------------|
 AN2468
 AN2468                          SUPERSEDED SURVEY CONTROL
 AN2468
 AN2468  NAD 83(1986)-  28 33 43.15766(N)    096 49 02.18804(W) AD(       ) 1
 AN2468  NAD 27      -  28 33 42.16300(N)    096 49 01.24300(W) AD(       ) 1
 AN2468
 AN2468.Superseded values are not recommended for survey control.
 AN2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2468.See file dsdata.txt to determine how the superseded data were derived.
 AN2468
 AN2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1351561404(NAD 83)
 AN2468_MARKER: DS = TRIANGULATION STATION DISK
 AN2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2468+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AN2468
 AN2468  HISTORY     - Date     Condition        Report By
 AN2468  HISTORY     - 1974     MONUMENTED       NGS
 AN2468  HISTORY     - 20001201 GOOD             LOCSUR
 AN2468  HISTORY     - 20050428 GOOD             USPSQD
 AN2468
 AN2468                          STATION DESCRIPTION
 AN2468
 AN2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AN2468'THE SURFACE STATION MARK WAS FOUND DESTROYED, IT HAD BEEN
 AN2468'TILTED OVER BY HEAVY MACHINERY.  REFERENCE MARK NO. 2 AND
 AN2468'BENCH MARK G 591 (AZIMUTH MARK) WERE FOUND DESTROYED, THE
 AN2468'TOPS OF THE MONUMENTS WITH THE DISKS INTACT WERE SHIRRED
 AN2468'OFF, THE DISKS WERE REMOVED AT THIS TIME.  THE UNDERGROUND
 AN2468'STATION MARK WAS RECOVERED IN GOOD CONDITION, IT WAS LEFT
 AN2468'AS FOUND AND THE SURFACE STATION MARK WAS RE-STAMPED AND
 AN2468'PLUMBED OVER IT.  REFERENCE MARK NO. 3 WAS FOUND WITH THE
 AN2468'TOP OF THE MONUMENT SCUFFED UP, BUT STILL SOLID AND SETTING
 AN2468'LEVEL, A DIFFERENCE OF 0.09 FOOT WAS FOUND IN THE
 AN2468'MEASUREMENT TO THE MARK.  REFERENCE MARK NO. 4 WAS SET, A
 AN2468'NEW AZIMUTH MARK WAS NOT SET AS OTHER STATIONS WERE NOT
 AN2468'VISIBLE AT THIS TIME.
 AN2468'
 AN2468'A NEW DESCRIPTION FOLLOWS--
 AN2468'
 AN2468'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF VICTORIA,
 AN2468'12 MILES SOUTHWEST OF PORT LAVACA, 8 MILES SOUTHEAST OF
 AN2468'BLOOMINGTON, AND 3 MILES NORTHWEST OF THE GREEN LAKE STORE
 AN2468'AT THE JUNCTION OF STATE HIGHWAYS 35 AND 185.  ON THE RAILROAD
 AN2468'RIGHT-OF-WAY ALONG THE SOUTHWEST SIDE OF THE MISSOURI-PACIFIC
 AN2468'RAILWAY BORDERING THE WELDER RANCH WHICH IS NOW OWNED BY
 AN2468'H.C. ROBINSON, M.D. OF HOUSTON.  THERE ARE TWO OIL PIPELINES
 AN2468'RUNNING PARALLEL TO THE RAILROAD WHICH ARE BURIED WITHIN
 AN2468'A FEW FEET OF THE STATION MARK.
 AN2468'
 AN2468'TO REACH THE STATION FROM THE GREEN LAKE STORE AT THE JUNCTION
 AN2468'OF STATE HIGHWAYS 35 AND 185, GO NORTHWESTERLY ON HIGHWAY
 AN2468'185 FOR 2.8 MILES TO A SIDE ROAD ON THE RIGHT (SPARKS ROAD),
 AN2468'AND A DRIVEWAY ON THE LEFT LEADING WEST ACROSS THE RAILROAD
 AN2468'AND THRU A METAL GATE INTO THE WELDER RANCH (THIS IS AT THE
 AN2468'SOUTHEAST CORNER OF THE RANCH), CONTINUE NORTHWESTERLY ON
 AN2468'THE HIGHWAY FOR JUST OVER 0.2 MILE TO THE STATION ON THE
 AN2468'LEFT AS DESCRIBED.
 AN2468'
 AN2468'THE STATION MARK IS A STANDARD DISK STAMPED WELDER 1931 1974,
 AN2468'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AN2468'1-INCH.  IT IS 1225 FEET NORTH-NORTHWEST OF THE CENTER OF
 AN2468'THE RAILROAD CROSSING AND THE METAL GATE LEADING INTO THE
 AN2468'WELDER RANCH, 140 FEET WEST OF THE CENTER OF STATE HIGHWAY
 AN2468'185, 36 FEET WEST OF THE WEST RAIL, AND 12 FEET EAST OF THE
 AN2468'WEST RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 AN2468'
 AN2468'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED WELDER NO
 AN2468'3 1931 1943, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 AN2468'WHICH PROJECTS 2-INCHES.  IT IS 52 FEET WEST OF THE CENTER
 AN2468'OF THE HIGHWAY, 46 FEET EAST OF THE EAST RAIL, AND 1.0 FOOT
 AN2468'SOUTH OF A METAL WITNESS POST.
 AN2468'
 AN2468'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED WELDER 1931
 AN2468'NO 4 1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 AN2468'PROJECTS 8-INCHES.  IT 47 FEET WEST OF THE WEST RAIL, 1-FOOT
 AN2468'EAST OF THE WEST RIGHT-OF-WAY FENCE AND 2.2 FEET SOUTHEAST
 AN2468'OF A METAL WITNESS POST.
 AN2468'
 AN2468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 AN2468'NW OF GREEN LAKE
 AN2468
 AN2468                          STATION RECOVERY (2000)
 AN2468
 AN2468'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (MPN)
 AN2468'RECOVERED IN GOOD CONDITION.
 AN2468
 AN2468                          STATION RECOVERY (2005)
 AN2468
 AN2468'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN2468'MARKER PID CV6906 WELDER 1931 NO 4 1974 IN GOOD CONDITION TOO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1986 ***********************************************************************
 BY1986  DESIGNATION -  WELDON
 BY1986  PID         -  BY1986
 BY1986  STATE/COUNTY-  TX/HOUSTON
 BY1986  USGS QUAD   -  WELDON (1972)
 BY1986
 BY1986                         *CURRENT SURVEY CONTROL
 BY1986  ___________________________________________________________________
 BY1986* NAD 83(1993)-  31 01 48.74479(N)    095 33 51.04719(W)     ADJUSTED  
 BY1986* NAVD 88     -        85.67   (+/-2cm)     281.1    (feet)  VERTCON   
 BY1986  ___________________________________________________________________
 BY1986  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BY1986  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1986
 BY1986  HORZ ORDER  -  SECOND
 BY1986  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1986
 BY1986.The horizontal coordinates were established by classical geodetic methods
 BY1986.and adjusted by the National Geodetic Survey in February 1996..
 BY1986
 BY1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1986.The vertical order pertains to the NGVD 29 superseded value.
 BY1986
 BY1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1986
 BY1986.The geoid height was determined by GEOID03.
 BY1986
 BY1986;                    North         East     Units Scale Factor Converg.
 BY1986;SPC TX C     - 3,160,913.094 1,155,137.611   MT  0.99988187   +2 27 23.0
 BY1986;SPC TX C     -10,370,429.04  3,789,813.98   sFT  0.99988187   +2 27 23.0
 BY1986;UTM  15      - 3,435,774.020   255,246.490   MT  1.00033899   -1 19 20.9
 BY1986
 BY1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1986!SPC TX C     -   0.99999079  x   0.99988187  =   0.99987266
 BY1986!UTM  15      -   0.99999079  x   1.00033899  =   1.00032978
 BY1986
 BY1986:                Primary Azimuth Mark                     Grid Az
 BY1986:SPC TX C     -  PINEY WOODS TEX FOREST S LOT             087 06 26.5
 BY1986:UTM  15      -  PINEY WOODS TEX FOREST S LOT             090 53 10.4
 BY1986
 BY1986|---------------------------------------------------------------------|
 BY1986| PID    Reference Object                     Distance      Geod. Az  |
 BY1986|                                                           dddmmss.s |
 BY1986| BY2754 PINEY WOODS TEX FOREST S LOT        APPROX. 9.3 KM 0893349.5 |
 BY1986| BY1984 WELDON RM 1                          47.817 METERS 16003     |
 BY1986| BY1988 WELDON AZ MK                                       2013732.5 |
 BY1986| BY1987 WELDON RM 2                          30.212 METERS 24600     |
 BY1986|---------------------------------------------------------------------|
 BY1986
 BY1986                          SUPERSEDED SURVEY CONTROL
 BY1986
 BY1986  NAD 83(1986)-  31 01 48.75477(N)    095 33 51.02990(W) AD(       ) 2
 BY1986  NAD 27      -  31 01 48.09200(N)    095 33 50.23400(W) AD(       ) 2
 BY1986  NGVD 29 (??/??/92)   85.677  (m)          281.09   (f) ADJ UNCH    2 0
 BY1986
 BY1986.Superseded values are not recommended for survey control.
 BY1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1986.See file dsdata.txt to determine how the superseded data were derived.
 BY1986
 BY1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ5524635774(NAD 83)
 BY1986_MARKER: DS = TRIANGULATION STATION DISK
 BY1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1986_STAMPING: WELDON 1943
 BY1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1986+STABILITY: SURFACE MOTION
 BY1986
 BY1986  HISTORY     - Date     Condition        Report By
 BY1986  HISTORY     - 1943     MONUMENTED       CGS
 BY1986  HISTORY     - 1947     GOOD             NGS
 BY1986
 BY1986                          STATION DESCRIPTION
 BY1986
 BY1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BY1986'THE STATION IS LOCATED ABOUT 12.5 MILES NW OF TRINITY, AND
 BY1986'0.8 MILE N OF THE SMALL SETTLEMENT OF WELDON, ON LAND OWNED
 BY1986'AND OCCUPIED BY MRS. B.E. GOODRUM.  IT IS 150 FEET SW OF
 BY1986'THE WHITE FARMHOUSE, 80 FEET W OF THE FARM ROAD, 50 FEET
 BY1986'N OF THE E AND W FENCE LINE, AND 50 FEET S OF THE NE AND SW
 BY1986'FENCE LINE.  THE DISK IS STAMPED WELDON 1943, AND IS SET FLUSH
 BY1986'WITH THE GROUND.
 BY1986'
 BY1986'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BY1986'DISKS SET IN CONCRETE.
 BY1986'
 BY1986'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT W OF THE
 BY1986'N AND S FENCE LINE, AND 40 FEET E OF THE CENTER OF THE DIRT
 BY1986'ROAD, AND ABOUT 175 FEET S OF THE FARMHOUSE.  THE DISK IS
 BY1986'STAMPED WELDON NO. 1 1943, AND PROJECTS 2 INCHES.
 BY1986'
 BY1986'REFERENCE MARK NO. 2 IS W OF THE STATION, SET IN THE CORNER
 BY1986'OF THE E, W, NE, AND SW FENCE LINES.  THE DISK IS STAMPED WELDON
 BY1986'NO. 2 1943, AND PROJECTS 1 INCH.
 BY1986'
 BY1986'THE AZIMUTH MARK IS ABOUT 0.3 MILE S OF THE STATION, IN THE
 BY1986'NE CORNER OF THE WELDON HIGH SCHOOL GROUNDS.  IT IS 60 FEET
 BY1986'W OF THE DIRT ROAD, AND 5 FEET E OF A STONE POST.  THE DISK
 BY1986'IS STAMPED WELDON 1943, AND PROJECTS 8 INCHES.  TO REACH
 BY1986'FROM THE STATION.  GO S ON DIRT ROAD FOR 0.3 MILE TO THE WELDON
 BY1986'HIGH SCHOOL AND THE MARK ON THE RIGHT.
 BY1986'
 BY1986'TO REACH THE STATION FROM THE POST OFFICE IN WELDON.  GO N
 BY1986'ON GRAVEL AND DIRT ROAD FOR 0.4 MILE TO THE WELDON HIGH
 BY1986'SCHOOL.  CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.3 MILE
 BY1986'TO THE HOME OF MR. B.E. GOODRUM ON THE RIGHT AND STATION ON
 BY1986'THE LEFT.
 BY1986'
 BY1986'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR LINES TO STATIONS,
 BY1986'PRAIRIE FALLS 1935, AND BUCKAULTS 1935.  A 103-FOOT TOWER
 BY1986'REQUIRED TO CLEAR LINES TO STATIONS ELLIOTT 1935 AND ROBB 1935.
 BY1986'
 BY1986'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BY1986
 BY1986                          STATION RECOVERY (1947)
 BY1986
 BY1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BY1986'0.4 MI N FROM WELDON.
 BY1986'0.4 MILE NORTH ALONG A DIRT ROAD FROM THE HIGH SCHOOL AT WELDON, 157
 BY1986'FEET NORTHWEST OF AND ACROSS THE ROAD FROM WELDON R.M. 1, 152 FEET
 BY1986'SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A FARM
 BY1986'HOUSE OWNED BY MRS. B.E. GOODRUM, 59 FEET SOUTH OF A 24 INCH OAK TREE,
 BY1986'52 FEET NORTH OF AN EAST AND WEST FENCE, 99 FEET NORTHEAST OF WELDON
 BY1986'R.M. 2, 2 FEET SOUTH OF A 4X4 MARKER POST, A BRONZE TRIANGULATION
 BY1986'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 BY1986'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1988 ***********************************************************************
 BY1988  DESIGNATION -  WELDON AZ MK
 BY1988  PID         -  BY1988
 BY1988  STATE/COUNTY-  TX/HOUSTON
 BY1988  USGS QUAD   -  WELDON (1972)
 BY1988
 BY1988                         *CURRENT SURVEY CONTROL
 BY1988  ___________________________________________________________________
 BY1988* NAD 83(1986)-  31 01 31.     (N)    095 33 59.     (W)     SCALED    
 BY1988* NAVD 88     -        79.42   (+/-2cm)     260.6    (feet)  VERTCON   
 BY1988  ___________________________________________________________________
 BY1988  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1988
 BY1988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1988
 BY1988.The horizontal coordinates were scaled from a topographic map and have
 BY1988.an estimated accuracy of +/- 6 seconds.
 BY1988
 BY1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1988.The vertical order pertains to the NGVD 29 superseded value.
 BY1988
 BY1988.The geoid height was determined by GEOID03.
 BY1988
 BY1988;                    North         East    Units  Estimated Accuracy
 BY1988;SPC TX C     - 3,160,360.    1,154,950.      MT  (+/- 180 meters Scaled)
 BY1988
 BY1988                          SUPERSEDED SURVEY CONTROL
 BY1988
 BY1988  NGVD 29 (??/??/92)   79.423  (m)          260.57   (f) ADJ UNCH    2 0
 BY1988
 BY1988.Superseded values are not recommended for survey control.
 BY1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1988.See file dsdata.txt to determine how the superseded data were derived.
 BY1988
 BY1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ550352(NAD 83)
 BY1988_MARKER: DZ = AZIMUTH MARK DISK
 BY1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1988_STAMPING: WELDON 1943
 BY1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1988+STABILITY: SURFACE MOTION
 BY1988
 BY1988  HISTORY     - Date     Condition        Report By
 BY1988  HISTORY     - 1943     MONUMENTED       CGS
 BY1988  HISTORY     - 1947     GOOD             NGS
 BY1988
 BY1988                          STATION DESCRIPTION
 BY1988
 BY1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1988'IN WELDON.
 BY1988'AT WELDON, AT THE NORTHEAST CORNER OF THE GROUNDS AROUND THE WELDON
 BY1988'HIGH SCHOOL, 300.0 FEET NORTH OF THE CENTER OF THE SOUTH ENTRANCE TO
 BY1988'THE MAIN (A RED BRICK) BUILDING OF THE SCHOOL, 54.0 FEET WEST OF THE
 BY1988'CENTER OF A DIRT ROAD, 2.0 FEET NORTH OF A REFERENCE POST, 1.2 FOOT
 BY1988'EAST OF THE NORTHEAST CORNER OF A 2-FOOT SQUARE STONE POST AT THE
 BY1988'NORTHEAST CORNER OF THE SCHOOL YARD, A BRONZE AZIMUTH MARK DISK SET IN
 BY1988'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 BY1988'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1984 ***********************************************************************
 BY1984  DESIGNATION -  WELDON RM 1
 BY1984  PID         -  BY1984
 BY1984  STATE/COUNTY-  TX/HOUSTON
 BY1984  USGS QUAD   -  WELDON (1972)
 BY1984
 BY1984                         *CURRENT SURVEY CONTROL
 BY1984  ___________________________________________________________________
 BY1984* NAD 83(1986)-  31 01 49.     (N)    095 33 51.     (W)     SCALED    
 BY1984* NAVD 88     -        85.62   (+/-2cm)     280.9    (feet)  VERTCON   
 BY1984  ___________________________________________________________________
 BY1984  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1984
 BY1984  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1984
 BY1984.The horizontal coordinates were scaled from a topographic map and have
 BY1984.an estimated accuracy of +/- 6 seconds.
 BY1984
 BY1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1984.The vertical order pertains to the NGVD 29 superseded value.
 BY1984
 BY1984.The geoid height was determined by GEOID03.
 BY1984
 BY1984;                    North         East    Units  Estimated Accuracy
 BY1984;SPC TX C     - 3,160,920.    1,155,140.      MT  (+/- 180 meters Scaled)
 BY1984
 BY1984                          SUPERSEDED SURVEY CONTROL
 BY1984
 BY1984  NGVD 29 (??/??/92)   85.626  (m)          280.92   (f) ADJ UNCH    2 0
 BY1984
 BY1984.Superseded values are not recommended for survey control.
 BY1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1984.See file dsdata.txt to determine how the superseded data were derived.
 BY1984
 BY1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ552357(NAD 83)
 BY1984_MARKER: DR = REFERENCE MARK DISK
 BY1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1984_STAMPING: WELDON NO 1 1943
 BY1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1984+STABILITY: SURFACE MOTION
 BY1984
 BY1984  HISTORY     - Date     Condition        Report By
 BY1984  HISTORY     - 1943     MONUMENTED       CGS
 BY1984  HISTORY     - 1947     GOOD             NGS
 BY1984
 BY1984                          STATION DESCRIPTION
 BY1984
 BY1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1984'0.4 MI N FROM WELDON.
 BY1984'0.4 MILE NORTH ALONG A DIRT ROAD FROM THE HIGH SCHOOL AT WELDON, 220
 BY1984'FEET SOUTH OF THE SOUTHWEST CORNER OF A FARM HOUSE OWNED BY MRS. B.E.
 BY1984'GOODRUM, 180 FEET EAST OF WELDON R.M. 2, 157 FEET SOUTHEAST OF AND
 BY1984'ACROSS THE ROAD FROM TRIANGULATION STATION WELDON, 26 FEET EAST OF THE
 BY1984'CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, 1
 BY1984'FOOT ABOVE THE ROAD, A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 BY1984'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1987 ***********************************************************************
 BY1987  DESIGNATION -  WELDON RM 2
 BY1987  PID         -  BY1987
 BY1987  STATE/COUNTY-  TX/HOUSTON
 BY1987  USGS QUAD   -  WELDON (1972)
 BY1987
 BY1987                         *CURRENT SURVEY CONTROL
 BY1987  ___________________________________________________________________
 BY1987* NAD 83(1986)-  31 01 49.     (N)    095 33 51.     (W)     SCALED    
 BY1987* NAVD 88     -        85.24   (+/-2cm)     279.7    (feet)  VERTCON   
 BY1987  ___________________________________________________________________
 BY1987  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1987
 BY1987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1987
 BY1987.The horizontal coordinates were scaled from a topographic map and have
 BY1987.an estimated accuracy of +/- 6 seconds.
 BY1987
 BY1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1987.The vertical order pertains to the NGVD 29 superseded value.
 BY1987
 BY1987.The geoid height was determined by GEOID03.
 BY1987
 BY1987;                    North         East    Units  Estimated Accuracy
 BY1987;SPC TX C     - 3,160,920.    1,155,140.      MT  (+/- 180 meters Scaled)
 BY1987
 BY1987                          SUPERSEDED SURVEY CONTROL
 BY1987
 BY1987  NGVD 29 (??/??/92)   85.242  (m)          279.66   (f) ADJ UNCH    2 0
 BY1987
 BY1987.Superseded values are not recommended for survey control.
 BY1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1987.See file dsdata.txt to determine how the superseded data were derived.
 BY1987
 BY1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ552357(NAD 83)
 BY1987_MARKER: DR = REFERENCE MARK DISK
 BY1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1987_STAMPING: WELDON NO 2 1943
 BY1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1987+STABILITY: SURFACE MOTION
 BY1987
 BY1987  HISTORY     - Date     Condition        Report By
 BY1987  HISTORY     - 1943     MONUMENTED       CGS
 BY1987  HISTORY     - 1947     GOOD             NGS
 BY1987
 BY1987                          STATION DESCRIPTION
 BY1987
 BY1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1987'0.4 MI N FROM WELDON.
 BY1987'0.4 MILE NORTH ALONG A DIRT ROAD FROM THE HIGH SCHOOL AT WELDON, 250
 BY1987'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A
 BY1987'FARM HOUSE OWNED BY MRS. B.E. GOODRUM, 180 FEET WEST OF AND ACROSS THE
 BY1987'ROAD FROM WELDON R.M. 1, 153 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BY1987'99 FEET SOUTHWEST OF TRIANGULATION STATION WELDON, 23 FEET SOUTHEAST
 BY1987'OF AN 18 INCH OAK TREE, A BRONZE REFERENCE MARK DISK SET IN THE TOP OF
 BY1987'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0269 ***********************************************************************
 BZ0269  DESIGNATION -  WELL
 BZ0269  PID         -  BZ0269
 BZ0269  STATE/COUNTY-  TX/ANDERSON
 BZ0269  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0269
 BZ0269                         *CURRENT SURVEY CONTROL
 BZ0269  ___________________________________________________________________
 BZ0269* NAD 83(1993)-  31 58 01.04401(N)    096 02 14.41676(W)     ADJUSTED  
 BZ0269* NAVD 88     -        89.950  (meters)     295.11   (feet)  ADJUSTED  
 BZ0269  ___________________________________________________________________
 BZ0269  X           -    -569,641.795 (meters)                     COMP
 BZ0269  Y           -  -5,386,013.880 (meters)                     COMP
 BZ0269  Z           -   3,357,357.702 (meters)                     COMP
 BZ0269  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BZ0269  ELLIP HEIGHT-          64.46  (meters)          (02/16/96) GPS OBS
 BZ0269  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BZ0269  DYNAMIC HT  -          89.845 (meters)     294.77  (feet)  COMP
 BZ0269  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 BZ0269
 BZ0269  HORZ ORDER  -  SECOND
 BZ0269  VERT ORDER  -  SECOND    CLASS 0
 BZ0269  ELLP ORDER  -  FIFTH     CLASS I
 BZ0269
 BZ0269.The horizontal coordinates were established by classical geodetic methods
 BZ0269.and adjusted by the National Geodetic Survey in February 1996..
 BZ0269
 BZ0269.The orthometric height was determined by differential leveling
 BZ0269.and adjusted by the National Geodetic Survey in June 1991..
 BZ0269
 BZ0269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ0269
 BZ0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0269
 BZ0269.The ellipsoidal height was determined by GPS observations
 BZ0269.and is referenced to NAD 83.
 BZ0269
 BZ0269.The geoid height was determined by GEOID03.
 BZ0269
 BZ0269.The dynamic height is computed by dividing the NAVD 88
 BZ0269.geopotential number by the normal gravity value computed on the
 BZ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0269.degrees latitude (g = 980.6199 gals.).
 BZ0269
 BZ0269.The modeled gravity was interpolated from observed gravity values.
 BZ0269
 BZ0269;                    North         East     Units Scale Factor Converg.
 BZ0269;SPC TX C     - 3,262,853.528 1,105,996.236   MT  1.00002353   +2 12 45.7
 BZ0269;SPC TX C     -10,704,878.62  3,628,589.32   sFT  1.00002353   +2 12 45.7
 BZ0269;SPC TXNC     - 2,036,029.206   832,778.460   MT  1.00005023   +1 20 35.2
 BZ0269;SPC TXNC     - 6,679,872.49  2,732,207.33   sFT  1.00005023   +1 20 35.2
 BZ0269;UTM  14      - 3,540,607.757   779,994.808   MT  1.00056696   +1 34 10.4
 BZ0269;UTM  15      - 3,540,803.657   212,944.836   MT  1.00061635   -1 36 33.0
 BZ0269
 BZ0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0269!SPC TX C     -   0.99998988  x   1.00002353  =   1.00001341
 BZ0269!SPC TXNC     -   0.99998988  x   1.00005023  =   1.00004011
 BZ0269!UTM  14      -   0.99998988  x   1.00056696  =   1.00055683
 BZ0269!UTM  15      -   0.99998988  x   1.00061635  =   1.00060622
 BZ0269
 BZ0269|---------------------------------------------------------------------|
 BZ0269| PID    Reference Object                     Distance      Geod. Az  |
 BZ0269|                                                           dddmmss.s |
 BZ0269| BZ0268 WELL RM 1                            28.466 METERS 01946     |
 BZ0269| BZ1366 CAYUGA LONE STAR GAS CO WTR TK      APPROX. 2.9 KM 1023409.9 |
 BZ0269| BZ0267 WELL RM 2                            26.883 METERS 10524     |
 BZ0269| BZ1367 294                                 APPROX. 0.6 KM 2323253.9 |
 BZ0269|---------------------------------------------------------------------|
 BZ0269
 BZ0269                          SUPERSEDED SURVEY CONTROL
 BZ0269
 BZ0269  NAD 83(1986)-  31 58 01.05258(N)    096 02 14.39768(W) AD(       ) 2
 BZ0269  NAD 27      -  31 58 00.47200(N)    096 02 13.50800(W) AD(       ) 2
 BZ0269  NGVD 29 (??/??/92)   89.949  (m)          295.11   (f) ADJ UNCH    2 0
 BZ0269
 BZ0269.Superseded values are not recommended for survey control.
 BZ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0269.See file dsdata.txt to determine how the superseded data were derived.
 BZ0269
 BZ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA7999540608(NAD 83)
 BZ0269_MARKER: DH = HORIZONTAL CONTROL DISK
 BZ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0269_SP_SET: CONCRETE POST
 BZ0269_STAMPING: WELL 1946
 BZ0269_MARK LOGO: CGS   
 BZ0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0269+STABILITY: SURFACE MOTION
 BZ0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0269+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1988
 BZ0269
 BZ0269  HISTORY     - Date     Condition        Report By
 BZ0269  HISTORY     - 1946     MONUMENTED       CGS
 BZ0269  HISTORY     - 1947     GOOD             NGS
 BZ0269  HISTORY     - 19871015 GOOD             NGS
 BZ0269  HISTORY     - 19880210 GOOD
 BZ0269
 BZ0269                          STATION DESCRIPTION
 BZ0269
 BZ0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BZ0269'LOCATED FOUR MILES WEST-NORTHWEST OF CAYUGA, 1/2 MILE EAST
 BZ0269'OF THE EAST EDGE OF THE BRIDGE OVER THE TRINITY RIVER, 100
 BZ0269'YARDS WEST OF A CROSSROAD, 100 YARDS EAST OF THE EAST EDGE
 BZ0269'OF A ROW OF YELLOW CABINS, 63 FEET NORTH OF THE CENTER OF
 BZ0269'U.S. HIGHWAY NO. 287 AND 37 FEET SOUTHWEST OF THE SOUTHWEST
 BZ0269'CORNER OF A BARN.  IT IS STAMPED WELL 1946 AND IS FLUSH
 BZ0269'WITH THE GROUND.
 BZ0269'
 BZ0269'REFERENCE MARK NO. 1 IS 33 FEET EAST OF A FENCE CORNER, 33
 BZ0269'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN AND 1
 BZ0269'FOOT SOUTH OF A WIRE FENCE.  IT IS STAMPED WELL NO 1 1946
 BZ0269'AND PROJECTS 6 INCHES.
 BZ0269'
 BZ0269'REFERENCE MARK NO. 2 IS 42 FEET NORTH OF THE CENTER OF THE
 BZ0269'HIGHWAY AND 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BZ0269'BARN.  IT IS STAMPED WELL NO 2 1946 AND PROJECTS 6 INCHES.
 BZ0269'
 BZ0269'THE AZIMUTH MARK (USED BM 294) IS 590 FEET WEST OF A DIRT
 BZ0269'ROAD, 75 YARDS EAST OF THE EAST BANK OF THE TRINITY RIVER,
 BZ0269'122.3 FEET NORTHEAST OF A FENCE CORNER AND 26.7 FEET NORTH
 BZ0269'OF THE NORTHEAST CORNER OF AN OLD SHACK.  IT IS A USED BM
 BZ0269'DISK STAMPED 294 SET IN A 10-INCH BY 10-INCH CONCRETE BLOCK
 BZ0269'THAT PROJECTS 2 INCHES.
 BZ0269'
 BZ0269'TO REACH THE STATION FROM THE CENTER OF CAYUGA, GO NORTHWESTERLY
 BZ0269'ON U.S. HIGHWAY NO. 287 FOR 3.65 MILES TO A SIDE ROAD ON THE
 BZ0269'LEFT*.  THEN CONTINUE NORTHWESTERLY ON THE HIGHWAY FOR 0.1
 BZ0269'MILE TO THE STATION ON THE RIGHT.
 BZ0269'
 BZ0269'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT ON A
 BZ0269'DIRT ROAD FOR 0.4 MILE.  THEN LEAVE THE ROAD, TURN RIGHT
 BZ0269'FOR 590 FEET TO THE MARK AS DESCRIBED.
 BZ0269'
 BZ0269'A 100 FOOT SIGNAL AT CAYUGA IS VISIBLE AT 37 FEET.
 BZ0269'
 BZ0269'A 100 FOOT SIGNAL AT YOUNG IS VISIBLE AT 37 FEET.
 BZ0269'
 BZ0269'A 100 FOOT SIGNAL AT HOUSE IS VISIBLE AT 37 FEET.
 BZ0269'
 BZ0269'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BZ0269
 BZ0269                          STATION RECOVERY (1947)
 BZ0269
 BZ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ0269'3.6 MI W FROM CAYUGA.
 BZ0269'3.6 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT CAYUGA,
 BZ0269'ABOUT 500 FEET NORTHWEST OF A LARGE BRICK HOUSE, 74 FEET NORTH OF THE
 BZ0269'CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BZ0269'OF A BARN, 2 FEET WEST OF A 4X4 MARKER POST.  A BRONZE TRIANGULATION
 BZ0269'STATION DISK SET IN THE TOP OF A CONCRETE POST.
 BZ0269
 BZ0269                          STATION RECOVERY (1987)
 BZ0269
 BZ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BZ0269'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) EAST OF EUREKA AND 6 KM
 BZ0269'(3.75 MI) WEST OF CAYUGA, ALONG THE NORTH SIDE OF U.S. HIGHWAY
 BZ0269'287.OWNERSHIP-- UNKNOWN
 BZ0269'TO REACH THE STATION FROM THE POST OFFICE IN CAYUGA.  GO WEST ON U.S.
 BZ0269'HIGHWAY 287 FOR 5.9 KM (3.65 MI) TO A TAN BRICK HOUSE ON THE LEFT.
 BZ0269'CONTINUE WEST ON THE HIGHWAY FOR 0.2 KM (0.10 MI) TO THE STATION
 BZ0269'ONTHE RIGHT.
 BZ0269'THE MARK IS SET 22.5 M (73.8 FT) NORTH OF THE CENTER OF THE HIGHWAY
 BZ0269'(THE HIGHWAY IS CURRENTLY UNDER CONSTRUCTION), 4.8 M (15.7 FT) NORTHOF
 BZ0269'A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST.
 BZ0269'NOTE-- THIS MARK IS ALSO A BENCH MARK.
 BZ0269'DESCRIBED BY B.L.L.
 BZ0269
 BZ0269                          STATION RECOVERY (1988)
 BZ0269
 BZ0269'RECOVERED 1988
 BZ0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1133 ***********************************************************************
 CA1133  DESIGNATION -  WELL
 CA1133  PID         -  CA1133
 CA1133  STATE/COUNTY-  TX/MENARD
 CA1133  USGS QUAD   -  EDEN SE (1987)
 CA1133
 CA1133                         *CURRENT SURVEY CONTROL
 CA1133  ___________________________________________________________________
 CA1133* NAD 83(1993)-  31 03 05.73857(N)    099 49 16.67906(W)     ADJUSTED  
 CA1133* NAVD 88     -       687.5    (meters)    2256.     (feet)  VERTCON   
 CA1133  ___________________________________________________________________
 CA1133  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CA1133  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CA1133
 CA1133  HORZ ORDER  -  SECOND
 CA1133
 CA1133.The horizontal coordinates were established by classical geodetic methods
 CA1133.and adjusted by the National Geodetic Survey in February 1996..
 CA1133
 CA1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1133
 CA1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1133
 CA1133.The geoid height was determined by GEOID03.
 CA1133
 CA1133;                    North         East     Units Scale Factor Converg.
 CA1133;SPC TX C     - 3,153,638.617   748,869.109   MT  0.99988213   +0 15 49.4
 CA1133;SPC TX C     -10,346,562.70  2,456,914.74   sFT  0.99988213   +0 15 49.4
 CA1133;UTM  14      - 3,435,609.594   421,634.730   MT  0.99967575   -0 25 25.2
 CA1133
 CA1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1133!SPC TX C     -   0.99989570  x   0.99988213  =   0.99977784
 CA1133!UTM  14      -   0.99989570  x   0.99967575  =   0.99957148
 CA1133
 CA1133|---------------------------------------------------------------------|
 CA1133| PID    Reference Object                     Distance      Geod. Az  |
 CA1133|                                                           dddmmss.s |
 CA1133| CV5771 WELL RM 1                            15.277 METERS 00039     |
 CA1133| CV5772 WELL RM 2                            15.287 METERS 18041     |
 CA1133| CA1138 MENARD FISH WILDLIFE COMM MAST      APPROX. 8.2 KM 2602521.3 |
 CA1133|---------------------------------------------------------------------|
 CA1133
 CA1133                          SUPERSEDED SURVEY CONTROL
 CA1133
 CA1133  NAD 83(1986)-  31 03 05.74583(N)    099 49 16.66471(W) AD(       ) 2
 CA1133  NAD 27      -  31 03 05.13644(N)    099 49 15.40913(W) AD(       ) 2
 CA1133  NGVD 29 (07/19/86)  687.4    (m)         2255.     (f) VERT ANG       
 CA1133
 CA1133.Superseded values are not recommended for survey control.
 CA1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1133.See file dsdata.txt to determine how the superseded data were derived.
 CA1133
 CA1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2163535610(NAD 83)
 CA1133_MARKER: DD = SURVEY DISK
 CA1133_SETTING: 0 = UNSPECIFIED SETTING
 CA1133
 CA1133  HISTORY     - Date     Condition        Report By
 CA1133  HISTORY     - 1971     MONUMENTED       USGS
 CA1133
 CA1133                          STATION DESCRIPTION
 CA1133
 CA1133'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1133'THE STATION IS LOCATED NORTH 13 DEG WEST, 10 MILES AIRLINE
 CA1133'FROM MENARD, TEXAS, ON WEST RIGHT-OF-WAY OF U.S. HIGHWAY 83.
 CA1133'58 FEET WEST OF CENTER LINE OF THE HIGHWAY.
 CA1133'
 CA1133'TO REACH FROM MENARD, TEXAS, GO 9.8 MILES NORTH ON U.S. HIGHWAY
 CA1133'83 TO STATION SITE ON THE LEFT AT TOP OF HILL.  4 FEET EAST
 CA1133'OF USGS WITNESS SIGN MOUNTED ON THE WEST RIGHT-OF-WAY FENCE.
 CA1133'
 CA1133'STATION MARK AND THE TWO REFERENCE MARKS ARE ALL STANDARD
 CA1133'BRONZE TABLETS, SOLDERED TO COPPER COATED STEEL RODS, CENTERED
 CA1133'IN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED
 CA1133'WITH GRAVEL.  THE TABLETS ARE FLUSH WITH THE GROUND.
 CA1133'
 CA1133'STATION MARK--THE ROD IS DRIVEN TO REFUSAL 7.2 FEET, TABLET
 CA1133'STAMPED WELL ET 1971.
 CA1133'
 CA1133'REFERENCE MARK NO. 1--THE ROD IS DRIVEN TO REFUSAL 7.5 FEET,
 CA1133'TABLET STAMPED WELL ET NO. 1 1971.
 CA1133'
 CA1133'REFERENCE MARK NO. 2--THE ROD IS DRIVEN TO REFUSAL 5.3 FEET,
 CA1133'TABLET STAMPED WELL ET NO. 2 1971.
 CA1133'
 CA1133'STATION MENARD FISH AND WILDLIFE COMM., RELAY MAST IS VISIBLE
 CA1133'FROM THE GROUND AT THIS STATION AND WILL SERVE AS THE AZIMUTH
 CA1133'MARK.
 CA1133'
 CA1133'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1567 ***********************************************************************
 AW1567  DESIGNATION -  WELL 1089
 AW1567  PID         -  AW1567
 AW1567  STATE/COUNTY-  TX/HARRIS
 AW1567  USGS QUAD   -  LEAGUE CITY (1995)
 AW1567
 AW1567                         *CURRENT SURVEY CONTROL
 AW1567  ___________________________________________________________________
 AW1567* NAD 83(1986)-  29 37 12.     (N)    095 00 57.     (W)     SCALED    
 AW1567* NAVD 88     -         1.905  (meters)       6.25   (feet)  ADJUSTED  
 AW1567  ___________________________________________________________________
 AW1567  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW1567  DYNAMIC HT  -           1.903 (meters)       6.24  (feet)  COMP
 AW1567  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 AW1567
 AW1567  VERT ORDER  -  FIRST     CLASS II
 AW1567
 AW1567.The horizontal coordinates were scaled from a topographic map and have
 AW1567.an estimated accuracy of +/- 6 seconds.
 AW1567
 AW1567.The orthometric height was determined by differential leveling
 AW1567.and adjusted by the National Geodetic Survey in June 1991..
 AW1567
 AW1567.The geoid height was determined by GEOID03.
 AW1567
 AW1567.The dynamic height is computed by dividing the NAVD 88
 AW1567.geopotential number by the normal gravity value computed on the
 AW1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1567.degrees latitude (g = 980.6199 gals.).
 AW1567
 AW1567.The modeled gravity was interpolated from observed gravity values.
 AW1567
 AW1567;                    North         East    Units  Estimated Accuracy
 AW1567;SPC TXSC     - 4,204,580.      985,750.      MT  (+/- 180 meters Scaled)
 AW1567
 AW1567                          SUPERSEDED SURVEY CONTROL
 AW1567
 AW1567  NGVD 29 (12/23/87)    1.902  (m)            6.24   (f) ADJUSTED    1 2
 AW1567
 AW1567.Superseded values are not recommended for survey control.
 AW1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1567.See file dsdata.txt to determine how the superseded data were derived.
 AW1567
 AW1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN048783(NAD 83)
 AW1567_MARKER: X = CHISELED CROSS
 AW1567_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1567_SP_SET: 12-INCH WELL CASING
 AW1567_MARK LOGO: NONE  
 AW1567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1567+STABILITY: POSITION/ELEVATION WELL
 AW1567
 AW1567  HISTORY     - Date     Condition        Report By
 AW1567  HISTORY     - UNK      MONUMENTED       USGS
 AW1567  HISTORY     - 1973     GOOD             NGS
 AW1567  HISTORY     - 1974     GOOD
 AW1567  HISTORY     - 1978     GOOD             NGS
 AW1567  HISTORY     - 1987     GOOD             USPSQD
 AW1567  HISTORY     - 1987     GOOD             USPSQD
 AW1567  HISTORY     - 1987     GOOD             USPSQD
 AW1567  HISTORY     - 1987     GOOD             USPSQD
 AW1567  HISTORY     - 1987     GOOD             USPSQD
 AW1567  HISTORY     - 1987     GOOD             NGS
 AW1567  HISTORY     - 1988     GOOD             USPSQD
 AW1567  HISTORY     - 1988     GOOD             USPSQD
 AW1567  HISTORY     - 1988     GOOD             USPSQD
 AW1567  HISTORY     - 1988     GOOD             USPSQD
 AW1567  HISTORY     - 1988     GOOD             USPSQD
 AW1567  HISTORY     - 1989     GOOD             USPSQD
 AW1567  HISTORY     - 1989     GOOD             USPSQD
 AW1567  HISTORY     - 1989     GOOD             USPSQD
 AW1567  HISTORY     - 1989     GOOD             USPSQD
 AW1567  HISTORY     - 1989     GOOD             USPSQD
 AW1567  HISTORY     - 19910216 POOR             USPSQD
 AW1567  HISTORY     - 19980328 MARK NOT FOUND   USPSQD
 AW1567  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW1567
 AW1567                          STATION DESCRIPTION
 AW1567
 AW1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1567'3.2 MI S FROM LA PORTE.
 AW1567'ABOUT 3.1 MILES SOUTH ALONG STATE HWY. 146 BUSINESS FROM THE
 AW1567'INTERSECTION OF E. MAIN ST. - BROADWAY AND SAN JACINTO AVE. AT LA
 AW1567'PORTE, THENCE 0.1 MILE EAST ALONG SHORE ACRES BLVD., 77 FEET SOUTH OF
 AW1567'THE CENTER LINE OF SHORE ACRES BLVD., 33 FEET WEST OF THE WEST FACE OF
 AW1567'A CONCRETE BUILDING AT THE BASE OF A WATER TOWER, 35 FEET SOUTH OF A
 AW1567'CHAIN LINK FENCE, 18.3 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 AW1567'A CONCRETE FOUNDATION SUPPORTING AN ELECTRIC PUMP, 2 FEET EAST OF THE
 AW1567'NORTHEAST CORNER OF A BRICK BUILDING (PUMP HOUSE), A SMALL CHISELED
 AW1567'CROSS ON THE NORTH RIM OF A 12-INCH WATER WELL CASING FLUSH WITH THE
 AW1567'GROUND.  THE CROSS WAS SO DIME THAT IT WAS RESTAMPED.
 AW1567
 AW1567                          STATION RECOVERY (1974)
 AW1567
 AW1567'RECOVERED 1974
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1978)
 AW1567
 AW1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1987)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1987)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1987)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1987)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1987)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1987)
 AW1567
 AW1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1988)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1988)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1988)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1988)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1988)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1989)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1989)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1989)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1989)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1989)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1567'RECOVERED IN GOOD CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1991)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1567'MARK RECOVERED IN POOR CONDITION.
 AW1567
 AW1567                          STATION RECOVERY (1998)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1567'MARK NOT FOUND.
 AW1567
 AW1567                          STATION RECOVERY (2005)
 AW1567
 AW1567'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3869 ***********************************************************************
 AW3869  DESIGNATION -  WELL 1108
 AW3869  PID         -  AW3869
 AW3869  STATE/COUNTY-  TX/HARRIS
 AW3869  USGS QUAD   -  LEAGUE CITY (1995)
 AW3869
 AW3869                         *CURRENT SURVEY CONTROL
 AW3869  ___________________________________________________________________
 AW3869* NAD 83(1986)-  29 35 20.     (N)    095 01 35.     (W)     SCALED    
 AW3869* NAVD 88     -         5.20   (+/-2cm)      17.1    (feet)  VERTCON   
 AW3869  ___________________________________________________________________
 AW3869  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW3869
 AW3869  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3869
 AW3869.The horizontal coordinates were scaled from a topographic map and have
 AW3869.an estimated accuracy of +/- 6 seconds.
 AW3869
 AW3869.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3869.The vertical order pertains to the NGVD 29 superseded value.
 AW3869
 AW3869.The geoid height was determined by GEOID03.
 AW3869
 AW3869;                    North         East    Units  Estimated Accuracy
 AW3869;SPC TXSC     - 4,201,100.      984,850.      MT  (+/- 180 meters Scaled)
 AW3869
 AW3869                          SUPERSEDED SURVEY CONTROL
 AW3869
 AW3869  NGVD 29 (??/??/92)    5.195  (m)           17.04   (f) ADJ UNCH    1 2
 AW3869
 AW3869.Superseded values are not recommended for survey control.
 AW3869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3869.See file dsdata.txt to determine how the superseded data were derived.
 AW3869
 AW3869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN037749(NAD 83)
 AW3869_MARKER: B = BOLT
 AW3869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3869_SP_SET: FOUNDATION
 AW3869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3869
 AW3869  HISTORY     - Date     Condition        Report By
 AW3869  HISTORY     - UNK      MONUMENTED       USGS
 AW3869  HISTORY     - 1964     GOOD             NGS
 AW3869  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3869  HISTORY     - 19980328 MARK NOT FOUND   USPSQD
 AW3869  HISTORY     - 20010129 MARK NOT FOUND   USPSQD
 AW3869  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AW3869
 AW3869                          STATION DESCRIPTION
 AW3869
 AW3869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3869'1.85 MI N FROM SEABROOK.
 AW3869'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 146 FROM THE FIRST
 AW3869'METHODIST CHURCH AT SEABROOK, AT A FARMHOUSE ON THE EAST SIDE OF THE
 AW3869'HIGHWAY, ABOUT 167 YARDS NORTHEAST OF A CAUTION LIGHT AT THE JUNCTION
 AW3869'OF A PAVED ROAD LEADING WEST, 81 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 AW3869'CORNER OF THE HOUSE, 39 FEET EAST OF THE NORTHEAST CORNER OF A GARAGE,
 AW3869'22 FEET SOUTHWEST OF A 12-INCH ELM TREE, THE TOP OF A 3/8-INCH IRON
 AW3869'BOLT ON THE TOP OF THE WEST SIDE OF AN 18 X 24 INCH CONCRETE
 AW3869'FOUNDATION AROUND A 4-INCH WELL CASING, 2 INCHES WEST OF THE WEST SIDE
 AW3869'OF THE CASING, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 AW3869'NOTE-- THE FOUNDATION IS SHAKY AROUND THE CASING.
 AW3869
 AW3869                          STATION RECOVERY (1990)
 AW3869
 AW3869'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW3869'MARK NOT FOUND.
 AW3869
 AW3869                          STATION RECOVERY (1998)
 AW3869
 AW3869'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3869'MARK NOT FOUND.
 AW3869
 AW3869                          STATION RECOVERY (2001)
 AW3869
 AW3869'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 AW3869'MARK NOT FOUND.
 AW3869
 AW3869                          STATION RECOVERY (2005)
 AW3869
 AW3869'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4829 ***********************************************************************
 AW4829  DESIGNATION -  WELL 1229 RESET
 AW4829  PID         -  AW4829
 AW4829  STATE/COUNTY-  TX/HARRIS
 AW4829  USGS QUAD   -  PASADENA (1995)
 AW4829
 AW4829                         *CURRENT SURVEY CONTROL
 AW4829  ___________________________________________________________________
 AW4829* NAD 83(1986)-  29 39 57.     (N)    095 11 15.     (W)     SCALED    
 AW4829* NAVD 88     -        10.136  (meters)      33.25   (feet)  ADJUSTED  
 AW4829  ___________________________________________________________________
 AW4829  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW4829  DYNAMIC HT  -          10.122 (meters)      33.21  (feet)  COMP
 AW4829  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 AW4829
 AW4829  VERT ORDER  -  FIRST     CLASS II
 AW4829
 AW4829.The horizontal coordinates were scaled from a topographic map and have
 AW4829.an estimated accuracy of +/- 6 seconds.
 AW4829
 AW4829.The orthometric height was determined by differential leveling
 AW4829.and adjusted by the National Geodetic Survey in June 1991..
 AW4829
 AW4829.The geoid height was determined by GEOID03.
 AW4829
 AW4829.The dynamic height is computed by dividing the NAVD 88
 AW4829.geopotential number by the normal gravity value computed on the
 AW4829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4829.degrees latitude (g = 980.6199 gals.).
 AW4829
 AW4829.The modeled gravity was interpolated from observed gravity values.
 AW4829
 AW4829;                    North         East    Units  Estimated Accuracy
 AW4829;SPC TXSC     - 4,209,110.      968,970.      MT  (+/- 180 meters Scaled)
 AW4829
 AW4829                          SUPERSEDED SURVEY CONTROL
 AW4829
 AW4829  NGVD 29 (12/23/87)   10.132  (m)           33.24   (f) ADJUSTED    1 2
 AW4829
 AW4829.Superseded values are not recommended for survey control.
 AW4829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4829.See file dsdata.txt to determine how the superseded data were derived.
 AW4829
 AW4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN882837(NAD 83)
 AW4829_MARKER: X = CHISELED CROSS
 AW4829_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW4829_SP_SET: WELL CASING
 AW4829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW4829+STABILITY: POSITION/ELEVATION WELL
 AW4829
 AW4829  HISTORY     - Date     Condition        Report By
 AW4829  HISTORY     - UNK      MONUMENTED       USGS
 AW4829  HISTORY     - 1978     GOOD             NGS
 AW4829  HISTORY     - 1980     GOOD             NGS
 AW4829  HISTORY     - 1986     GOOD             NGS
 AW4829  HISTORY     - 19910202 GOOD             USPSQD
 AW4829  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW4829  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 AW4829  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW4829
 AW4829                          STATION DESCRIPTION
 AW4829
 AW4829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW4829'4.9 KM EAST FROM SOUTH HOUSTON.
 AW4829'0.15 KM (0.1 MILE) SOUTHEAST ALONG THE GALVESTON HOUSTON AND HENDERSON
 AW4829'RAILROAD FROM THE STATION IN SOUTH HOUSTON, THENCE 4.75 KM (2.95
 AW4829'MILES) EAST ALONG SPENCER HIGHWAY, AT THE INTERSECTION OF BURKE ROAD,
 AW4829'70 PACES WEST OF THE CENTER OF THE MEDIAN STRIP OF THE ROAD, 6.9
 AW4829'METERS (22.6 FEET) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF THE
 AW4829'HIGHWAY, 6.0 METERS (19.7 FEET) EAST OF THE CENTER OF THE WEST
 AW4829'ENTRANCE ROAD LEADING TO A WYATTS CAFETERIA, 0.9 METERS (3.0 FEET)
 AW4829'SOUTH OF THE SOUTH CURB OF A PARKING LOT IN FRONT OF THE CAFETERIA,
 AW4829'0.5 METER (1.5 FEET) WEST OF A 5 CM IRON PIPE WHICH PROJECTS 10 CM
 AW4829'ABOVE THE GROUND, 0.5 METER (1.5 FEET) SOUTH EAST OF A 5 CM IRON PIPE
 AW4829'WHICH PROJECTS 10 CM ABOVE THE GROUND, A CHISLED CROSS ON THE TOP OF A
 AW4829'5 CM T JOINT ON THE WEST SOUTHWEST SIDE OF A 10 CM WELL CASING WHICH
 AW4829'PROJECTS 20 CM ABOVE THE GROUND.  WELL DEPTH IS UNKNOWN.
 AW4829'THE MARK IS 03 M BELOW HIGHWAY.
 AW4829
 AW4829                          STATION RECOVERY (1980)
 AW4829
 AW4829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW4829'RECOVERED IN GOOD CONDITION.
 AW4829
 AW4829                          STATION RECOVERY (1986)
 AW4829
 AW4829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4829'RECOVERED IN GOOD CONDITION.
 AW4829
 AW4829                          STATION RECOVERY (1991)
 AW4829
 AW4829'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW4829'RECOVERED IN GOOD CONDITION.
 AW4829
 AW4829                          STATION RECOVERY (1998)
 AW4829
 AW4829'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4829'MARK NOT FOUND.
 AW4829
 AW4829                          STATION RECOVERY (2003)
 AW4829
 AW4829'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW4829'MARK NOT FOUND.
 AW4829
 AW4829                          STATION RECOVERY (2004)
 AW4829
 AW4829'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1291 ***********************************************************************
 AW1291  DESIGNATION -  WELL 1229 USGS
 AW1291  PID         -  AW1291
 AW1291  STATE/COUNTY-  TX/HARRIS
 AW1291  USGS QUAD   -  PASADENA (1995)
 AW1291
 AW1291                         *CURRENT SURVEY CONTROL
 AW1291  ___________________________________________________________________
 AW1291* NAD 83(1986)-  29 39 55.     (N)    095 11 13.     (W)     SCALED    
 AW1291* NAVD 88     -        12.27   (+/-2cm)      40.3    (feet)  VERTCON   
 AW1291  ___________________________________________________________________
 AW1291  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1291
 AW1291  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1291
 AW1291.The horizontal coordinates were scaled from a topographic map and have
 AW1291.an estimated accuracy of +/- 6 seconds.
 AW1291
 AW1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1291.The vertical order pertains to the NGVD 29 superseded value.
 AW1291
 AW1291.The geoid height was determined by GEOID03.
 AW1291
 AW1291;                    North         East    Units  Estimated Accuracy
 AW1291;SPC TXSC     - 4,209,050.      969,030.      MT  (+/- 180 meters Scaled)
 AW1291
 AW1291                          SUPERSEDED SURVEY CONTROL
 AW1291
 AW1291  NGVD 29 (??/??/92)   12.271  (m)           40.26   (f) ADJ UNCH    1 2
 AW1291
 AW1291.Superseded values are not recommended for survey control.
 AW1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1291.See file dsdata.txt to determine how the superseded data were derived.
 AW1291
 AW1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN883836(NAD 83)
 AW1291_MARKER: X = CHISELED CROSS
 AW1291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1291_SP_SET: WELL CASING
 AW1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1291
 AW1291  HISTORY     - Date     Condition        Report By
 AW1291  HISTORY     - UNK      MONUMENTED       USGS
 AW1291  HISTORY     - 1964     GOOD             NGS
 AW1291  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1291  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1291  HISTORY     - 1988     GOOD             USPSQD
 AW1291  HISTORY     - 1988     GOOD             USPSQD
 AW1291  HISTORY     - 1988     GOOD             USPSQD
 AW1291  HISTORY     - 1988     GOOD             USPSQD
 AW1291  HISTORY     - 1988     GOOD             USPSQD
 AW1291  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1291  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1291  HISTORY     - 1989     GOOD             USPSQD
 AW1291  HISTORY     - 1989     GOOD             USPSQD
 AW1291  HISTORY     - 1989     GOOD             USPSQD
 AW1291  HISTORY     - 1989     GOOD             USPSQD
 AW1291  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1291  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1291  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1291  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 AW1291  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1291
 AW1291                          STATION DESCRIPTION
 AW1291
 AW1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1291'2.95 MI E FROM DUMONT (S. HOUSTON).
 AW1291'ABOUT 2.95 MILES EAST ALONG THE SPENCER HIGHWAY FROM THE GALVESTON,
 AW1291'HOUSTON AND HENDERSON RAILROAD STATION AT SOUTH HOUSTON, ABOUT 0.3
 AW1291'MILE WEST OF BAYSHORE BOULEVARD, 212 FEET WEST OF THE CENTER LINE OF
 AW1291'BURKE ROAD LEADING NORTH TO PARK MANOR HOMES, 47 FEET NORTH OF THE
 AW1291'CENTER LINE OF THE HIGHWAY, 58 FEET WEST OF BENCH MARK C 1007 1954, A
 AW1291'SMALL CHISELED CROSS ON THE TOP OF A 2-INCH T-JOINT ON THE WEST SIDE
 AW1291'OF A 4-INCH WELL CASING WHICH IS ABOUT 3 FEET ABOVE THE LEVEL OF THE
 AW1291'GROUND.
 AW1291
 AW1291                          STATION RECOVERY (1978)
 AW1291
 AW1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1291'NOT RECOVERED.
 AW1291
 AW1291                          STATION RECOVERY (1987)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1291'MARK NOT FOUND.
 AW1291
 AW1291                          STATION RECOVERY (1988)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1291'RECOVERED IN GOOD CONDITION.
 AW1291
 AW1291                          STATION RECOVERY (1988)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1291'RECOVERED IN GOOD CONDITION.
 AW1291
 AW1291                          STATION RECOVERY (1988)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1291'RECOVERED IN GOOD CONDITION.
 AW1291
 AW1291                          STATION RECOVERY (1988)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1291'RECOVERED IN GOOD CONDITION.
 AW1291
 AW1291                          STATION RECOVERY (1988)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1291'RECOVERED IN GOOD CONDITION.
 AW1291
 AW1291                          STATION RECOVERY (1988)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1291'MARK NOT FOUND.
 AW1291
 AW1291                          STATION RECOVERY (1988)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1291'MARK NOT FOUND.
 AW1291
 AW1291                          STATION RECOVERY (1989)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1291'RECOVERED IN GOOD CONDITION.
 AW1291
 AW1291                          STATION RECOVERY (1989)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1291'RECOVERED IN GOOD CONDITION.
 AW1291
 AW1291                          STATION RECOVERY (1989)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1291'RECOVERED IN GOOD CONDITION.
 AW1291
 AW1291                          STATION RECOVERY (1989)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1291'RECOVERED IN GOOD CONDITION.
 AW1291
 AW1291                          STATION RECOVERY (1998)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1291'MARK NOT FOUND.
 AW1291
 AW1291                          STATION RECOVERY (2000)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1291'MARK NOT FOUND.
 AW1291
 AW1291                          STATION RECOVERY (2001)
 AW1291
 AW1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1291'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1291
 AW1291                          STATION RECOVERY (2003)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1291'MARK NOT FOUND.
 AW1291
 AW1291                          STATION RECOVERY (2004)
 AW1291
 AW1291'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3862 ***********************************************************************
 AW3862  DESIGNATION -  WELL 1340 USGS
 AW3862  PID         -  AW3862
 AW3862  STATE/COUNTY-  TX/HARRIS
 AW3862  USGS QUAD   -  LEAGUE CITY (1995)
 AW3862
 AW3862                         *CURRENT SURVEY CONTROL
 AW3862  ___________________________________________________________________
 AW3862* NAD 83(1986)-  29 32 45.     (N)    095 06 21.     (W)     SCALED    
 AW3862* NAVD 88     -         5.27   (+/-2cm)      17.3    (feet)  VERTCON   
 AW3862  ___________________________________________________________________
 AW3862  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW3862
 AW3862  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3862
 AW3862.The horizontal coordinates were scaled from a topographic map and have
 AW3862.an estimated accuracy of +/- 6 seconds.
 AW3862
 AW3862.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3862.The vertical order pertains to the NGVD 29 superseded value.
 AW3862
 AW3862.The geoid height was determined by GEOID03.
 AW3862
 AW3862;                    North         East    Units  Estimated Accuracy
 AW3862;SPC TXSC     - 4,196,070.      977,310.      MT  (+/- 180 meters Scaled)
 AW3862
 AW3862                          SUPERSEDED SURVEY CONTROL
 AW3862
 AW3862  NGVD 29 (??/??/92)    5.265  (m)           17.27   (f) ADJ UNCH    1 2
 AW3862
 AW3862.Superseded values are not recommended for survey control.
 AW3862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3862.See file dsdata.txt to determine how the superseded data were derived.
 AW3862
 AW3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN959703(NAD 83)
 AW3862_MARKER: X = CHISELED CROSS
 AW3862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3862_SP_SET: WELL CASING
 AW3862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3862
 AW3862  HISTORY     - Date     Condition        Report By
 AW3862  HISTORY     - UNK      MONUMENTED       USGS
 AW3862  HISTORY     - 1964     GOOD             NGS
 AW3862  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3862  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW3862  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3862  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3862  HISTORY     - 1989     GOOD             USPSQD
 AW3862  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3862  HISTORY     - 20010129 MARK NOT FOUND   USPSQD
 AW3862  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW3862
 AW3862                          STATION DESCRIPTION
 AW3862
 AW3862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3862'1.05 MI NE FROM WEBSTER.
 AW3862'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 AW3862'AT WEBSTER, THENCE 0.9 MILE NORTHEAST ALONG FARM ROAD 528, AT THE
 AW3862'INTERSECTION OF AN OLD SHELL ROAD LEADING SOUTHEAST, 75 FEET SOUTHEAST
 AW3862'OF THE CENTER LINE OF THE SOUTHEAST TRAFFIC LANE OF FARM ROAD 528, 100
 AW3862'FEET NORTHEAST OF THE NORTH CORNER OF A PHILLIPS 66 SERVICE STATION,
 AW3862'46 FEET NORTHEAST OF THE CENTER LINE OF THE SHELL ROAD, 10 1/2 FEET
 AW3862'SOUTHWEST OF THE SOUTHWEST FACE OF A METAL PUMPHOUSE, A CHISELED CROSS
 AW3862'ON THE TOP OF THE SOUTHEAST SIDE OF A T-JOINT WHICH IS ON THE TOP OF A
 AW3862'4-INCH WELL CASING, ABOUT LEVEL WITH THE ROAD, AND ABOUT 16 INCHES
 AW3862'ABOVE THE LEVEL OF THE GROUND.
 AW3862
 AW3862                          STATION RECOVERY (1973)
 AW3862
 AW3862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3862'MARK NOT FOUND.
 AW3862
 AW3862                          STATION RECOVERY (1983)
 AW3862
 AW3862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW3862'NOT RECOVERED, THE ROAD HAS BEEN WIDENED.
 AW3862
 AW3862                          STATION RECOVERY (1987)
 AW3862
 AW3862'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW3862'MARK NOT FOUND.
 AW3862
 AW3862                          STATION RECOVERY (1988)
 AW3862
 AW3862'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW3862'MARK NOT FOUND.
 AW3862
 AW3862                          STATION RECOVERY (1989)
 AW3862
 AW3862'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW3862'RECOVERED IN GOOD CONDITION.
 AW3862
 AW3862                          STATION RECOVERY (1990)
 AW3862
 AW3862'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW3862'MARK NOT FOUND.
 AW3862
 AW3862                          STATION RECOVERY (2001)
 AW3862
 AW3862'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMG)
 AW3862'MARK NOT FOUND.
 AW3862
 AW3862                          STATION RECOVERY (2005)
 AW3862
 AW3862'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2724 ***********************************************************************
 AW2724  DESIGNATION -  WELL 160
 AW2724  PID         -  AW2724
 AW2724  STATE/COUNTY-  TX/GALVESTON
 AW2724  USGS QUAD   -  TEXAS CITY (1994)
 AW2724
 AW2724                         *CURRENT SURVEY CONTROL
 AW2724  ___________________________________________________________________
 AW2724* NAD 83(1986)-  29 29 15.     (N)    094 57 03.     (W)     SCALED    
 AW2724* NAVD 88     -         3.26   (+/-2cm)      10.7    (feet)  VERTCON   
 AW2724  ___________________________________________________________________
 AW2724  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW2724
 AW2724  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2724
 AW2724.The horizontal coordinates were scaled from a topographic map and have
 AW2724.an estimated accuracy of +/- 6 seconds.
 AW2724
 AW2724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2724.The vertical order pertains to the NGVD 29 superseded value.
 AW2724
 AW2724.The geoid height was determined by GEOID03.
 AW2724
 AW2724;                    North         East    Units  Estimated Accuracy
 AW2724;SPC TXSC     - 4,190,120.      992,550.      MT  (+/- 180 meters Scaled)
 AW2724
 AW2724                          SUPERSEDED SURVEY CONTROL
 AW2724
 AW2724  NGVD 29 (??/??/92)    3.254  (m)           10.68   (f) ADJ UNCH    1 2
 AW2724
 AW2724.Superseded values are not recommended for survey control.
 AW2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2724.See file dsdata.txt to determine how the superseded data were derived.
 AW2724
 AW2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN108635(NAD 83)
 AW2724_MARKER: X = CHISELED CROSS
 AW2724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2724_SP_SET: WELL CASING
 AW2724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2724
 AW2724  HISTORY     - Date     Condition        Report By
 AW2724  HISTORY     - UNK      MONUMENTED       USGS
 AW2724  HISTORY     - 1964     GOOD             NGS
 AW2724  HISTORY     - 1988     POOR             USPSQD
 AW2724  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 AW2724  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW2724
 AW2724                          STATION DESCRIPTION
 AW2724
 AW2724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2724'8.85 MI SE FROM KEMAH.
 AW2724'ABOUT 5.95 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST
 AW2724'OFFICE AT KEMAH, THENCE 2.9 MILES NORTHEAST ALONG FARM ROAD 517, 188
 AW2724'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 129 FEET SOUTHWEST OF THE
 AW2724'SOUTHWEST CORNER OF HOUSE NUMBER 2537, 6 1/2 FEET NORTH OF THE NORTH
 AW2724'FACE OF A SHED, 2 1/2 FEET EAST OF THE EAST EDGE OF A CONCRETE SLAB
 AW2724'UNDER A WATER TANK, A CHISELED CROSS ON THE NORTHWEST EDGE OF A 4-INCH
 AW2724'WATER WELL CASING, ABOUT LEVEL WITH THE ROAD, AND PROJECTING 3 INCHES.
 AW2724
 AW2724                          STATION RECOVERY (1988)
 AW2724
 AW2724'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW2724'MARK RECOVERED IN POOR CONDITION.
 AW2724
 AW2724                          STATION RECOVERY (1999)
 AW2724
 AW2724'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2724'MARK NOT FOUND.
 AW2724
 AW2724                          STATION RECOVERY (2004)
 AW2724
 AW2724'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1672 ***********************************************************************
 AW1672  DESIGNATION -  WELL 228 USGS
 AW1672  PID         -  AW1672
 AW1672  STATE/COUNTY-  TX/GALVESTON
 AW1672  USGS QUAD   -  TEXAS CITY (1994)
 AW1672
 AW1672                         *CURRENT SURVEY CONTROL
 AW1672  ___________________________________________________________________
 AW1672* NAD 83(1986)-  29 23 06.     (N)    094 54 08.     (W)     SCALED    
 AW1672* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 AW1672  ___________________________________________________________________
 AW1672  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1672
 AW1672  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1672
 AW1672.The horizontal coordinates were scaled from a topographic map and have
 AW1672.an estimated accuracy of +/- 6 seconds.
 AW1672
 AW1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1672.The vertical order pertains to the NGVD 29 superseded value.
 AW1672
 AW1672.The geoid height was determined by GEOID03.
 AW1672
 AW1672;                    North         East    Units  Estimated Accuracy
 AW1672;SPC TXSC     - 4,178,930.      997,660.      MT  (+/- 180 meters Scaled)
 AW1672
 AW1672                          SUPERSEDED SURVEY CONTROL
 AW1672
 AW1672  NGVD 29 (??/??/92)    2.368  (m)            7.77   (f) ADJ UNCH    1 2
 AW1672
 AW1672.Superseded values are not recommended for survey control.
 AW1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1672.See file dsdata.txt to determine how the superseded data were derived.
 AW1672
 AW1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN153521(NAD 83)
 AW1672_MARKER: X = CHISELED CROSS
 AW1672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1672_SP_SET: WELL CASING
 AW1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1672
 AW1672  HISTORY     - Date     Condition        Report By
 AW1672  HISTORY     - UNK      MONUMENTED       USGS
 AW1672  HISTORY     - 1973     GOOD             NGS
 AW1672  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1672  HISTORY     - 1987     GOOD             USPSQD
 AW1672  HISTORY     - 1987     POOR             USPSQD
 AW1672  HISTORY     - 1988     GOOD             USPSQD
 AW1672  HISTORY     - 1988     GOOD             USPSQD
 AW1672  HISTORY     - 1988     GOOD             USPSQD
 AW1672  HISTORY     - 1988     GOOD             USPSQD
 AW1672  HISTORY     - 1988     GOOD             USPSQD
 AW1672  HISTORY     - 1988     GOOD             USPSQD
 AW1672  HISTORY     - 1988     GOOD             USPSQD
 AW1672  HISTORY     - 1989     GOOD             USPSQD
 AW1672  HISTORY     - 1989     GOOD             USPSQD
 AW1672  HISTORY     - 20000310 GOOD             USPSQD
 AW1672  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 AW1672  HISTORY     - 20050131 MARK NOT FOUND   USPSQD
 AW1672
 AW1672                          STATION DESCRIPTION
 AW1672
 AW1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1672'0.2 MI S FROM TEXAS CITY.
 AW1672'ABOUT 0.15 MILE SOUTH ALONG LOOP 197 (6TH STREET N), FROM THE POST
 AW1672'OFFICE AT TEXAS CITY, THENCE 0.05 MILE EAST ALONG FIRST AVENUE NORTH,
 AW1672'ABOUT 206 FEET EAST OF THE EAST CONCRETE CURB OF LOOP 197 ON THE
 AW1672'PROPERTY OF L. T. SANDLES, 118 FEET SOUTH OF THE SOUTH CURB OF FIRST
 AW1672'AVENUE N, 36 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE 515, 35
 AW1672'FEET WEST OF A CHAIN LINK FENCE, 12 FEET EAST OF THE NORTHEAST CORNER
 AW1672'OF A GARAGE, A CHISELED CROSS ON THE TOP OF THE FLANGE OF A T-JOINT ON
 AW1672'THE SOUTH SIDE OF AN 8-INCH WELL CASING AND PROJECTING 3 INCHES.
 AW1672
 AW1672                          STATION RECOVERY (1978)
 AW1672
 AW1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1672'MARK NOT FOUND.
 AW1672
 AW1672                          STATION RECOVERY (1987)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1672'RECOVERED IN GOOD CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (1987)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1672'MARK RECOVERED IN POOR CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (1988)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1672'RECOVERED IN GOOD CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (1988)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1672'RECOVERED IN GOOD CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (1988)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1672'RECOVERED IN GOOD CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (1988)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1672'RECOVERED IN GOOD CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (1988)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1672'RECOVERED IN GOOD CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (1988)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1672'RECOVERED IN GOOD CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (1988)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1672'RECOVERED IN GOOD CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (1989)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1672'RECOVERED IN GOOD CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (1989)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1672'RECOVERED IN GOOD CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (2000)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1672'RECOVERED IN GOOD CONDITION.
 AW1672
 AW1672                          STATION RECOVERY (2002)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1672'MARK NOT FOUND.
 AW1672
 AW1672                          STATION RECOVERY (2005)
 AW1672
 AW1672'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1648 ***********************************************************************
 AW1648  DESIGNATION -  WELL 41 USGS
 AW1648  PID         -  AW1648
 AW1648  STATE/COUNTY-  TX/GALVESTON
 AW1648  USGS QUAD   -  LEAGUE CITY (1995)
 AW1648
 AW1648                         *CURRENT SURVEY CONTROL
 AW1648  ___________________________________________________________________
 AW1648* NAD 83(1986)-  29 32 16.     (N)    095 01 04.     (W)     SCALED    
 AW1648* NAVD 88     -         4.43   (+/-2cm)      14.5    (feet)  VERTCON   
 AW1648  ___________________________________________________________________
 AW1648  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW1648
 AW1648  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1648
 AW1648.The horizontal coordinates were scaled from a topographic map and have
 AW1648.an estimated accuracy of +/- 6 seconds.
 AW1648
 AW1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1648.The vertical order pertains to the NGVD 29 superseded value.
 AW1648
 AW1648.The geoid height was determined by GEOID03.
 AW1648
 AW1648;                    North         East    Units  Estimated Accuracy
 AW1648;SPC TXSC     - 4,195,470.      985,870.      MT  (+/- 180 meters Scaled)
 AW1648
 AW1648                          SUPERSEDED SURVEY CONTROL
 AW1648
 AW1648  NGVD 29 (??/??/92)    4.430  (m)           14.53   (f) ADJ UNCH    1 2
 AW1648
 AW1648.Superseded values are not recommended for survey control.
 AW1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1648.See file dsdata.txt to determine how the superseded data were derived.
 AW1648
 AW1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN044692(NAD 83)
 AW1648_MARKER: Z = SEE DESCRIPTION
 AW1648_SETTING: 0 = UNSPECIFIED SETTING
 AW1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1648
 AW1648  HISTORY     - Date     Condition        Report By
 AW1648  HISTORY     - UNK      MONUMENTED       USGS
 AW1648  HISTORY     - 1973     GOOD             NGS
 AW1648  HISTORY     - 1978     POOR             NGS
 AW1648  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1648  HISTORY     - 1987     POOR             USPSQD
 AW1648  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1648  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1648  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1648  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1648  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1648  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW1648  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW1648  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AW1648
 AW1648                          STATION DESCRIPTION
 AW1648
 AW1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1648'0.4 MI SE FROM KEMAH.
 AW1648'ABOUT 0.4 MILE SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1648'KEMAH, ABOUT 164 FEET NORTHEAST OF THE CENTER LINE OF THE HWY., 34 1/2
 AW1648'FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE RED BARN (FORMERLY A
 AW1648'LUMBER YARD FACILITY TRANSFORMED INTO A NIGHT CLUB), ABOUT 4 FEET WEST
 AW1648'OF THE WEST CORNER OF A SMALL SHED HIGH POINT ON THE SOUTHWEST EDGE OF
 AW1648'A 2-INCH PIPE WHICH PROJECTS 3 INCHES, AND ABOUT LEVEL WITH THE
 AW1648'HIGHWAY.  NOTE-- THE PIPE IS RUSTED IN PLACES.
 AW1648
 AW1648                          STATION RECOVERY (1978)
 AW1648
 AW1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1648'THIS 2 INCH WELL CASING IS UNSUITABLE FOR FIRST ORDER LEVELING
 AW1648'THE TOP LOOKS LIKE A SLEDGE HAMMER HAS HIT IT.
 AW1648
 AW1648                          STATION RECOVERY (1987)
 AW1648
 AW1648'RECOVERY NOTE BY US POWER SQUADRON 1987 (MB)
 AW1648'MARK NOT FOUND.
 AW1648
 AW1648                          STATION RECOVERY (1987)
 AW1648
 AW1648'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1648'MARK RECOVERED IN POOR CONDITION.
 AW1648
 AW1648                          STATION RECOVERY (1989)
 AW1648
 AW1648'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1648'MARK NOT FOUND.
 AW1648
 AW1648                          STATION RECOVERY (1989)
 AW1648
 AW1648'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1648'MARK NOT FOUND.
 AW1648
 AW1648                          STATION RECOVERY (1989)
 AW1648
 AW1648'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1648'MARK NOT FOUND.
 AW1648
 AW1648                          STATION RECOVERY (1990)
 AW1648
 AW1648'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1648'MARK NOT FOUND.
 AW1648
 AW1648                          STATION RECOVERY (1999)
 AW1648
 AW1648'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1648'MARK NOT FOUND.
 AW1648
 AW1648                          STATION RECOVERY (2001)
 AW1648
 AW1648'RECOVERY NOTE BY US POWER SQUADRON 2001 (ALW)
 AW1648'MARK NOT FOUND.
 AW1648
 AW1648                          STATION RECOVERY (2004)
 AW1648
 AW1648'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1648'MARK NOT FOUND.
 AW1648
 AW1648                          STATION RECOVERY (2005)
 AW1648
 AW1648'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1648'GP SHOWS IT TO BE UNDER A CONCRETE DRIVE WAY  TO A QUICK STOP STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4011 ***********************************************************************
 AW4011  DESIGNATION -  WELL 564
 AW4011  PID         -  AW4011
 AW4011  STATE/COUNTY-  TX/GALVESTON
 AW4011  USGS QUAD   -  DICKINSON (1997)
 AW4011
 AW4011                         *CURRENT SURVEY CONTROL
 AW4011  ___________________________________________________________________
 AW4011* NAD 83(1986)-  29 28 16.     (N)    095 00 45.     (W)     SCALED    
 AW4011* NAVD 88     -         4.97   (+/-2cm)      16.3    (feet)  VERTCON   
 AW4011  ___________________________________________________________________
 AW4011  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW4011
 AW4011  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4011
 AW4011.The horizontal coordinates were scaled from a topographic map and have
 AW4011.an estimated accuracy of +/- 6 seconds.
 AW4011
 AW4011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4011.The vertical order pertains to the NGVD 29 superseded value.
 AW4011
 AW4011.The geoid height was determined by GEOID03.
 AW4011
 AW4011;                    North         East    Units  Estimated Accuracy
 AW4011;SPC TXSC     - 4,188,100.      986,640.      MT  (+/- 180 meters Scaled)
 AW4011
 AW4011                          SUPERSEDED SURVEY CONTROL
 AW4011
 AW4011  NGVD 29 (??/??/92)    4.964  (m)           16.29   (f) ADJ UNCH    1 2
 AW4011
 AW4011.Superseded values are not recommended for survey control.
 AW4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4011.See file dsdata.txt to determine how the superseded data were derived.
 AW4011
 AW4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN048618(NAD 83)
 AW4011_MARKER: X = CHISELED CROSS
 AW4011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4011_SP_SET: WELL CASING
 AW4011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4011
 AW4011  HISTORY     - Date     Condition        Report By
 AW4011  HISTORY     - UNK      MONUMENTED       USGS
 AW4011  HISTORY     - 1964     GOOD             NGS
 AW4011  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4011  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW4011  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW4011  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW4011
 AW4011                          STATION DESCRIPTION
 AW4011
 AW4011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW4011'2.5 MI E FROM DICKINSON.
 AW4011'2.4 MILES EAST ALONG FARM ROAD 517 FROM THE GALVESTON, HOUSTON AND
 AW4011'HENDERSON RAILROAD STATION AT DICKINSON, THENCE 0.1 MILE NORTH ALONG A
 AW4011'SHELL ROAD AND ACROSS A PASTURE, ABOUT 0.1 MILE WEST OF A GROUP OF 3
 AW4011'STORAGE TANKS, 0.1 MILE NORTHWEST OF A SMALL PUMPING STATION, 0.1 MILE
 AW4011'NORTH OF A HOUSE, 400 FEET EAST OF THE EAST BANK OF GUM BAYOU, 33 FEET
 AW4011'NORTH OF AN EAST-WEST FENCE, 12 FEET SOUTH OF THE SOUTH EDGE OF A
 AW4011'SLUSH PIT, A CHISELED CROSS ON THE TOP OF A T-JOINT ON THE NORTHWEST
 AW4011'SIDE OF A 6-INCH WELL CASING, AND PROJECTING ABOUT 5 FEET ABOVE THE
 AW4011'GROUND.
 AW4011
 AW4011                          STATION RECOVERY (1973)
 AW4011
 AW4011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4011'MARK NOT FOUND.
 AW4011
 AW4011                          STATION RECOVERY (1999)
 AW4011
 AW4011'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4011'MARK NOT FOUND.
 AW4011
 AW4011                          STATION RECOVERY (2003)
 AW4011
 AW4011'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW4011'MARK NOT FOUND.
 AW4011
 AW4011                          STATION RECOVERY (2004)
 AW4011
 AW4011'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2753 ***********************************************************************
 AW2753  DESIGNATION -  WELL 698
 AW2753  PID         -  AW2753
 AW2753  STATE/COUNTY-  TX/GALVESTON
 AW2753  USGS QUAD   -  VIRGINIA POINT (1994)
 AW2753
 AW2753                         *CURRENT SURVEY CONTROL
 AW2753  ___________________________________________________________________
 AW2753* NAD 83(1986)-  29 22 25.     (N)    094 54 27.     (W)     SCALED    
 AW2753* NAVD 88     -         2.70   (+/-2cm)       8.9    (feet)  VERTCON   
 AW2753  ___________________________________________________________________
 AW2753  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW2753
 AW2753  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2753
 AW2753.The horizontal coordinates were scaled from a topographic map and have
 AW2753.an estimated accuracy of +/- 6 seconds.
 AW2753
 AW2753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2753.The vertical order pertains to the NGVD 29 superseded value.
 AW2753
 AW2753.The geoid height was determined by GEOID03.
 AW2753
 AW2753;                    North         East    Units  Estimated Accuracy
 AW2753;SPC TXSC     - 4,177,650.      997,190.      MT  (+/- 180 meters Scaled)
 AW2753
 AW2753                          SUPERSEDED SURVEY CONTROL
 AW2753
 AW2753  NGVD 29 (??/??/92)    2.695  (m)            8.84   (f) ADJ UNCH    1 2
 AW2753
 AW2753.Superseded values are not recommended for survey control.
 AW2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2753.See file dsdata.txt to determine how the superseded data were derived.
 AW2753
 AW2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN148508(NAD 83)
 AW2753_MARKER: B = BOLT
 AW2753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2753_SP_SET: IRON BASE
 AW2753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2753
 AW2753  HISTORY     - Date     Condition        Report By
 AW2753  HISTORY     - UNK      MONUMENTED       USGS
 AW2753  HISTORY     - 1953     GOOD             NGS
 AW2753  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2753  HISTORY     - 20000310 MARK NOT FOUND   USPSQD
 AW2753  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW2753
 AW2753                          STATION DESCRIPTION
 AW2753
 AW2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2753'1.3 MI SW FROM TEXAS CITY.
 AW2753'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 146 FROM THE CITY HALL AT
 AW2753'TEXAS CITY, AT THE REPUBLIC OIL REFINING COMPANY, AT WATER WELL 2, THE
 AW2753'TOP OF A 1 INCH IRON BOLT IN THE IRON BASE PLATE OF THE ELECTRIC PUMP
 AW2753'ON THE WELL.
 AW2753
 AW2753                          STATION RECOVERY (1964)
 AW2753
 AW2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2753'MARK NOT FOUND.
 AW2753
 AW2753                          STATION RECOVERY (2000)
 AW2753
 AW2753'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW2753'MARK NOT FOUND.
 AW2753
 AW2753                          STATION RECOVERY (2005)
 AW2753
 AW2753'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1663 ***********************************************************************
 AW1663  DESIGNATION -  WELL 70 A USGS
 AW1663  PID         -  AW1663
 AW1663  STATE/COUNTY-  TX/GALVESTON
 AW1663  USGS QUAD   -  TEXAS CITY (1994)
 AW1663
 AW1663                         *CURRENT SURVEY CONTROL
 AW1663  ___________________________________________________________________
 AW1663* NAD 83(1986)-  29 29 09.     (N)    094 58 51.     (W)     SCALED    
 AW1663* NAVD 88     -         2.91   (+/-2cm)       9.5    (feet)  VERTCON   
 AW1663  ___________________________________________________________________
 AW1663  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW1663
 AW1663  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1663
 AW1663.The horizontal coordinates were scaled from a topographic map and have
 AW1663.an estimated accuracy of +/- 6 seconds.
 AW1663
 AW1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1663.The vertical order pertains to the NGVD 29 superseded value.
 AW1663
 AW1663.The geoid height was determined by GEOID03.
 AW1663
 AW1663;                    North         East    Units  Estimated Accuracy
 AW1663;SPC TXSC     - 4,189,840.      989,650.      MT  (+/- 180 meters Scaled)
 AW1663
 AW1663                          SUPERSEDED SURVEY CONTROL
 AW1663
 AW1663  NGVD 29 (??/??/92)    2.904  (m)            9.53   (f) ADJ UNCH    1 2
 AW1663
 AW1663.Superseded values are not recommended for survey control.
 AW1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1663.See file dsdata.txt to determine how the superseded data were derived.
 AW1663
 AW1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN079634(NAD 83)
 AW1663_MARKER: X = CHISELED CROSS
 AW1663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1663_SP_SET: WELL CASING
 AW1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1663
 AW1663  HISTORY     - Date     Condition        Report By
 AW1663  HISTORY     - UNK      MONUMENTED       USGS
 AW1663  HISTORY     - 1973     GOOD             NGS
 AW1663  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1663  HISTORY     - 19990522 GOOD             USPSQD
 AW1663  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW1663
 AW1663                          STATION DESCRIPTION
 AW1663
 AW1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1663'5.05 MI SE FROM KEMAH.
 AW1663'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1663'KEMAH, THENCE 0.35 MILE EAST ALONG A PAVED ROAD TO THE HOUSTON
 AW1663'LIGHTING AND POWER CO. GENERATING STATIONS, ABOUT 328 FEET EAST OF THE
 AW1663'CENTER LINE OF THE MAIN  ENTRANCE, 274 FEET EAST OF THE SOUTHWEST PIPE
 AW1663'CORNER POST IN A CHAIN LINK FENCE SURROUNDING THE PLANT, 92 FEET SOUTH
 AW1663'OF THE SOUTHWEST CORNER OF A METAL WAREHOUSE, 108 FEET EAST OF THE
 AW1663'CENTER LINE OF A STEEL GATE ACROSS SPUR RAILROAD TRACKS, ABOUT 3 FEET
 AW1663'NORTH OF A CHAIN LINK FENCE INSIDE OF A 40-INCH CONCRETE TILE PIPE
 AW1663'FORMING A WELL WITH A STEEL GRATING ON THE TOP OF A BOX-LIKE
 AW1663'FOUNDATION, A SMALL CHISELED CROSS ON TOP OF A ROUND 2-INCH NIPPLE ON
 AW1663'THE TOP OF A VALVE OVER A 12-INCH WELL CASING AND PROJECTING 1 FOOT
 AW1663'ABOVE THE CONCRETE FLOOR OF THE WELL, AND ABOUT 9 FEET BELOW THE
 AW1663'GRATING AND ON TOP OF THE WELL.
 AW1663
 AW1663                          STATION RECOVERY (1978)
 AW1663
 AW1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1663'NOT RECOVERED, ALSO POST OFFICE HAS MOVED 0.4 MILE SOUTHEAST.
 AW1663
 AW1663                          STATION RECOVERY (1999)
 AW1663
 AW1663'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1663'RECOVERED IN GOOD CONDITION.
 AW1663
 AW1663                          STATION RECOVERY (2004)
 AW1663
 AW1663'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3299 ***********************************************************************
 AW3299  DESIGNATION -  WELL 881
 AW3299  PID         -  AW3299
 AW3299  STATE/COUNTY-  TX/HARRIS
 AW3299  USGS QUAD   -  PARK PLACE (1995)
 AW3299
 AW3299                         *CURRENT SURVEY CONTROL
 AW3299  ___________________________________________________________________
 AW3299* NAD 83(1986)-  29 43 49.     (N)    095 16 39.     (W)     SCALED    
 AW3299* NAVD 88     -         6.64   (+/-2cm)      21.8    (feet)  VERTCON   
 AW3299  ___________________________________________________________________
 AW3299  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW3299
 AW3299  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3299
 AW3299.The horizontal coordinates were scaled from a topographic map and have
 AW3299.an estimated accuracy of +/- 6 seconds.
 AW3299
 AW3299.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3299.The vertical order pertains to the NGVD 29 superseded value.
 AW3299
 AW3299.The geoid height was determined by GEOID03.
 AW3299
 AW3299;                    North         East    Units  Estimated Accuracy
 AW3299;SPC TXSC     - 4,215,960.      960,040.      MT  (+/- 180 meters Scaled)
 AW3299
 AW3299                          SUPERSEDED SURVEY CONTROL
 AW3299
 AW3299  NGVD 29 (??/??/92)    6.635  (m)           21.77   (f) ADJ UNCH    1 2
 AW3299
 AW3299.Superseded values are not recommended for survey control.
 AW3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3299.See file dsdata.txt to determine how the superseded data were derived.
 AW3299
 AW3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN797910(NAD 83)
 AW3299_MARKER: X = CHISELED CROSS
 AW3299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3299_SP_SET: WELL CASING
 AW3299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3299
 AW3299  HISTORY     - Date     Condition        Report By
 AW3299  HISTORY     - UNK      MONUMENTED       CGS
 AW3299  HISTORY     - 1964     GOOD             NGS
 AW3299  HISTORY     - 1973     GOOD             NGS
 AW3299  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW3299
 AW3299                          STATION DESCRIPTION
 AW3299
 AW3299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3299'6.15 MI NW FROM DUMONT.
 AW3299'ABOUT 4.8 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW3299'RAILROAD FROM THE STATION AT DUMONT, THENCE 0.4 MILE EAST ALONG
 AW3299'MANCHESTER STREET, THENCE 0.7 MILE NORTH ALONG BROADWAY STREET, THENCE
 AW3299'0.15 MILE NORTH ALONG A SHELL ROAD, THENCE 0.1 MILE EAST ACROSS
 AW3299'PROPERTY BELONGING TO THE GULF ATLANTIC WAREHOUSE, 27 FEET WEST OF THE
 AW3299'WEST BANK OF THE HOUSTON SHIP CHANNEL, 58 FEET EAST OF THE EAST WALL
 AW3299'OF A METAL WAREHOUSE, 27 FEET SOUTH OF A FIRE HYDRANT, A CHISELED
 AW3299'CROSS ON THE TOP OF THE EAST SIDE OF A FLANGE ON THE TOP OF A 6-INCH
 AW3299'WELL CASING WHICH PROJECTS ABOUT 1 1/2 FEET.
 AW3299
 AW3299                          STATION RECOVERY (1973)
 AW3299
 AW3299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3299'RECOVERED IN GOOD CONDITION.
 AW3299
 AW3299                          STATION RECOVERY (2004)
 AW3299
 AW3299'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3659 ***********************************************************************
 AW3659  DESIGNATION -  WELL A 1
 AW3659  PID         -  AW3659
 AW3659  STATE/COUNTY-  TX/HARRIS
 AW3659  USGS QUAD   -  PASADENA (1995)
 AW3659
 AW3659                         *CURRENT SURVEY CONTROL
 AW3659  ___________________________________________________________________
 AW3659* NAD 83(1986)-  29 43 20.     (N)    095 12 37.     (W)     SCALED    
 AW3659* NAVD 88     -         7.86   (+/-2cm)      25.8    (feet)  VERTCON   
 AW3659  ___________________________________________________________________
 AW3659  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3659
 AW3659  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3659
 AW3659.The horizontal coordinates were scaled from a topographic map and have
 AW3659.an estimated accuracy of +/- 6 seconds.
 AW3659
 AW3659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3659.The vertical order pertains to the NGVD 29 superseded value.
 AW3659
 AW3659.The geoid height was determined by GEOID03.
 AW3659
 AW3659;                    North         East    Units  Estimated Accuracy
 AW3659;SPC TXSC     - 4,215,280.      966,560.      MT  (+/- 180 meters Scaled)
 AW3659
 AW3659                          SUPERSEDED SURVEY CONTROL
 AW3659
 AW3659  NGVD 29 (??/??/92)    7.854  (m)           25.77   (f) ADJ UNCH    1 2
 AW3659
 AW3659.Superseded values are not recommended for survey control.
 AW3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3659.See file dsdata.txt to determine how the superseded data were derived.
 AW3659
 AW3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN862900(NAD 83)
 AW3659_MARKER: X = CHISELED CROSS
 AW3659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3659_SP_SET: BASE PLATE
 AW3659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3659
 AW3659  HISTORY     - Date     Condition        Report By
 AW3659  HISTORY     - UNK      MONUMENTED       CPFC
 AW3659  HISTORY     - 1954     GOOD             NGS
 AW3659  HISTORY     - 1964     GOOD             NGS
 AW3659  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3659
 AW3659                          STATION DESCRIPTION
 AW3659
 AW3659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3659'IN PASADENA.
 AW3659'AT PASADENA, ON THE PROPERTY OF THE CHAMPION PAPER AND FIBER COMPANY,
 AW3659'AT THE MOST NORTHERLY ONE OF 3 WELLS, ON THE TOP OF THE SOUTHEAST EDGE
 AW3659'OF THE 2 INCH STEEL BASE PLATE OF AN ELECTRIC PUMP.
 AW3659
 AW3659                          STATION RECOVERY (1964)
 AW3659
 AW3659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3659'RECOVERED IN GOOD CONDITION.
 AW3659
 AW3659                          STATION RECOVERY (2004)
 AW3659
 AW3659'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3660 ***********************************************************************
 AW3660  DESIGNATION -  WELL A 2
 AW3660  PID         -  AW3660
 AW3660  STATE/COUNTY-  TX/HARRIS
 AW3660  USGS QUAD   -  PASADENA (1995)
 AW3660
 AW3660                         *CURRENT SURVEY CONTROL
 AW3660  ___________________________________________________________________
 AW3660* NAD 83(1986)-  29 43 18.     (N)    095 12 38.     (W)     SCALED    
 AW3660* NAVD 88     -         7.10   (+/-2cm)      23.3    (feet)  VERTCON   
 AW3660  ___________________________________________________________________
 AW3660  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3660
 AW3660  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3660
 AW3660.The horizontal coordinates were scaled from a topographic map and have
 AW3660.an estimated accuracy of +/- 6 seconds.
 AW3660
 AW3660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3660.The vertical order pertains to the NGVD 29 superseded value.
 AW3660
 AW3660.The geoid height was determined by GEOID03.
 AW3660
 AW3660;                    North         East    Units  Estimated Accuracy
 AW3660;SPC TXSC     - 4,215,220.      966,540.      MT  (+/- 180 meters Scaled)
 AW3660
 AW3660                          SUPERSEDED SURVEY CONTROL
 AW3660
 AW3660  NGVD 29 (??/??/92)    7.101  (m)           23.30   (f) ADJ UNCH    1 2
 AW3660
 AW3660.Superseded values are not recommended for survey control.
 AW3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3660.See file dsdata.txt to determine how the superseded data were derived.
 AW3660
 AW3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN861899(NAD 83)
 AW3660_MARKER: Q = CHISELED SQUARE
 AW3660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3660_SP_SET: FOUNDATION
 AW3660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3660
 AW3660  HISTORY     - Date     Condition        Report By
 AW3660  HISTORY     - UNK      MONUMENTED       CPFC
 AW3660  HISTORY     - 1954     GOOD             NGS
 AW3660  HISTORY     - 1964     GOOD             NGS
 AW3660  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3660
 AW3660                          STATION DESCRIPTION
 AW3660
 AW3660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3660'IN PASADENA.
 AW3660'AT PASADENA, ON THE PROPERTY OF THE CHAMPION PAPER AND FIBER COMPANY,
 AW3660'AT THE CENTER ONE OF 3 WELLS, ON THE CONCRETE FOUNDATION OF A PUMP,
 AW3660'0.3 FOOT NORTH OF THE NORTH EDGE OF THE IRON FLANGE OF A 12 INCH PIPE.
 AW3660
 AW3660                          STATION RECOVERY (1964)
 AW3660
 AW3660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3660'RECOVERED IN GOOD CONDITION.
 AW3660
 AW3660                          STATION RECOVERY (2004)
 AW3660
 AW3660'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3661 ***********************************************************************
 AW3661  DESIGNATION -  WELL A 3
 AW3661  PID         -  AW3661
 AW3661  STATE/COUNTY-  TX/HARRIS
 AW3661  USGS QUAD   -  PASADENA (1995)
 AW3661
 AW3661                         *CURRENT SURVEY CONTROL
 AW3661  ___________________________________________________________________
 AW3661* NAD 83(1986)-  29 43 16.     (N)    095 12 38.     (W)     SCALED    
 AW3661* NAVD 88     -         7.22   (+/-2cm)      23.7    (feet)  VERTCON   
 AW3661  ___________________________________________________________________
 AW3661  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3661
 AW3661  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3661
 AW3661.The horizontal coordinates were scaled from a topographic map and have
 AW3661.an estimated accuracy of +/- 6 seconds.
 AW3661
 AW3661.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3661.The vertical order pertains to the NGVD 29 superseded value.
 AW3661
 AW3661.The geoid height was determined by GEOID03.
 AW3661
 AW3661;                    North         East    Units  Estimated Accuracy
 AW3661;SPC TXSC     - 4,215,160.      966,540.      MT  (+/- 180 meters Scaled)
 AW3661
 AW3661                          SUPERSEDED SURVEY CONTROL
 AW3661
 AW3661  NGVD 29 (??/??/92)    7.214  (m)           23.67   (f) ADJ UNCH    1 2
 AW3661
 AW3661.Superseded values are not recommended for survey control.
 AW3661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3661.See file dsdata.txt to determine how the superseded data were derived.
 AW3661
 AW3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN861899(NAD 83)
 AW3661_MARKER: Q = CHISELED SQUARE
 AW3661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3661_SP_SET: FOUNDATION
 AW3661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3661
 AW3661  HISTORY     - Date     Condition        Report By
 AW3661  HISTORY     - UNK      MONUMENTED       CPFC
 AW3661  HISTORY     - 1959     GOOD             NGS
 AW3661  HISTORY     - 1964     GOOD             NGS
 AW3661  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3661
 AW3661                          STATION DESCRIPTION
 AW3661
 AW3661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3661'IN PASADENA.
 AW3661'AT PASADENA, ON THE PROPERTY OF THE CHAMPION PAPER AND FIBER COMPANY,
 AW3661'IN THE TOP OF THE CONCRETE FOUNDATION OF A PUMP, AT THE MOST SOUTHERLY
 AW3661'ONE OF 3 WELLS, 2 INCHES WEST OF THE WEST EDGE OF THE IRON FLANGE OF A
 AW3661'12-INCH PIPE.
 AW3661
 AW3661                          STATION RECOVERY (1964)
 AW3661
 AW3661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3661'RECOVERED IN GOOD CONDITION.
 AW3661
 AW3661                          STATION RECOVERY (2004)
 AW3661
 AW3661'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0098 ***********************************************************************
 AM0098  DESIGNATION -  WELL AZ MK RESET
 AM0098  PID         -  AM0098
 AM0098  STATE/COUNTY-  TX/BRAZORIA
 AM0098  USGS QUAD   -  FREEPORT (1974)
 AM0098
 AM0098                         *CURRENT SURVEY CONTROL
 AM0098  ___________________________________________________________________
 AM0098* NAD 83(1993)-  28 57 21.32257(N)    095 17 01.08746(W)     ADJUSTED  
 AM0098* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AM0098  ___________________________________________________________________
 AM0098  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AM0098  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0098
 AM0098  HORZ ORDER  -  SECOND
 AM0098
 AM0098.The horizontal coordinates were established by classical geodetic methods
 AM0098.and adjusted by the National Geodetic Survey in February 1996..
 AM0098
 AM0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0098
 AM0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0098
 AM0098.The geoid height was determined by GEOID03.
 AM0098
 AM0098;                    North         East     Units Scale Factor Converg.
 AM0098;SPC TXSC     - 4,130,168.355   962,169.394   MT  0.99988497   +1 49 14.5
 AM0098;SPC TXSC     -13,550,394.01  3,156,717.42   sFT  0.99988497   +1 49 14.5
 AM0098;UTM  15      - 3,205,250.202   277,448.241   MT  1.00021124   -1 06 21.8
 AM0098
 AM0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0098!SPC TXSC     -   1.00000397  x   0.99988497  =   0.99988894
 AM0098!UTM  15      -   1.00000397  x   1.00021124  =   1.00021521
 AM0098
 AM0098|---------------------------------------------------------------------|
 AM0098| PID    Reference Object                     Distance      Geod. Az  |
 AM0098|                                                           dddmmss.s |
 AM0098| AM0446 SL 18 USE                           265.726 METERS 04332     |
 AM0098| AM0095 WELL USE 1912 1931 1933             457.597 METERS 2150958.0 |
 AM0098| AM0423 DOW CHEM CO PLT A ORGANIC TANK      APPROX. 3.2 KM 2512827.7 |
 AM0098|---------------------------------------------------------------------|
 AM0098
 AM0098                          SUPERSEDED SURVEY CONTROL
 AM0098
 AM0098  NAD 83(1986)-  28 57 21.33146(N)    095 17 01.06758(W) AD(       ) 2
 AM0098  NAD 27      -  28 57 20.44527(N)    095 17 00.29461(W) AD(       ) 2
 AM0098  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 AM0098
 AM0098.Superseded values are not recommended for survey control.
 AM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0098.See file dsdata.txt to determine how the superseded data were derived.
 AM0098
 AM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7744805250(NAD 83)
 AM0098_MARKER: DZ = AZIMUTH MARK DISK
 AM0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0098_SP_SET: CONCRETE POST
 AM0098_STAMPING: WELL USE 1912 RESET 1963
 AM0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0098+STABILITY: SURFACE MOTION
 AM0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0098+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 AM0098
 AM0098  HISTORY     - Date     Condition        Report By
 AM0098  HISTORY     - 1963     MONUMENTED       CGS
 AM0098  HISTORY     - 1978     GOOD             NGS
 AM0098  HISTORY     - 1978     GOOD             NGS
 AM0098  HISTORY     - 1979     GOOD             NOS
 AM0098  HISTORY     - 19950501 MARK NOT FOUND   USPSQD
 AM0098  HISTORY     - 20040209 GOOD             USPSQD
 AM0098  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0098
 AM0098                          STATION DESCRIPTION
 AM0098
 AM0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0098'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF
 AM0098'FREEPORT, IN THE NORTHEAST EDGE OF SURFSIDE, AND ON COUNTY
 AM0098'ROAD 257 RIGHT-OF-WAY.
 AM0098'
 AM0098'TO REACH FROM THE TRAFFIC LIGHT IN NORTHEAST SURFSIDE AT THE
 AM0098'INTERSECTION OF STATE HIGHWAY 332 AND COUNTY ROAD 257, GO
 AM0098'NORTHEAST ON COUNTY ROAD 257 FOR 0.4 MILE TO THE MARK ON
 AM0098'THE LEFT.
 AM0098'
 AM0098'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY AZIMUTH
 AM0098'MARK DISK STAMPED---WELL USE 1912 RESET 1963---,
 AM0098'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0098'SIDE PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0098'60.0 FEET NORTHWEST FROM THE APPROXIMATE CENTER OF COUNTY
 AM0098'ROAD 257, 54.0 FEET SOUTHWEST FROM A POWER POLE, AND
 AM0098'0.7 FEET SOUTHEAST FROM A METAL WITNESS POST.
 AM0098'
 AM0098'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
 AM0098
 AM0098                          STATION RECOVERY (1978)
 AM0098
 AM0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0098'0.3 MI NE FROM SURFSIDE.
 AM0098'0.3 MILE NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF STATE
 AM0098'HIGHWAY 332 AT SURSIDE. 60 FT NORTHWEST OF CENTERLINE OF THE
 AM0098'ROAD, 57 FT SOUTHWEST OF POWERLINE POLE, 55 FT
 AM0098'NORTHEAST OF A CORNER POWER POST.
 AM0098
 AM0098                          STATION RECOVERY (1979)
 AM0098
 AM0098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0098'THE STATION WAS RECOVERED AS DESCRIBED.
 AM0098'
 AM0098'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0098
 AM0098                          STATION RECOVERY (1995)
 AM0098
 AM0098'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0098'MARK NOT FOUND.
 AM0098
 AM0098                          STATION RECOVERY (2004)
 AM0098
 AM0098'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0098'RECOVERED IN GOOD CONDITION.
 AM0098
 AM0098                          STATION RECOVERY (2005)
 AM0098
 AM0098'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3663 ***********************************************************************
 AW3663  DESIGNATION -  WELL B 1
 AW3663  PID         -  AW3663
 AW3663  STATE/COUNTY-  TX/HARRIS
 AW3663  USGS QUAD   -  PASADENA (1995)
 AW3663
 AW3663                         *CURRENT SURVEY CONTROL
 AW3663  ___________________________________________________________________
 AW3663* NAD 83(1986)-  29 43 15.     (N)    095 12 02.     (W)     SCALED    
 AW3663* NAVD 88     -         8.63   (+/-2cm)      28.3    (feet)  VERTCON   
 AW3663  ___________________________________________________________________
 AW3663  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3663
 AW3663  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3663
 AW3663.The horizontal coordinates were scaled from a topographic map and have
 AW3663.an estimated accuracy of +/- 6 seconds.
 AW3663
 AW3663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3663.The vertical order pertains to the NGVD 29 superseded value.
 AW3663
 AW3663.The geoid height was determined by GEOID03.
 AW3663
 AW3663;                    North         East    Units  Estimated Accuracy
 AW3663;SPC TXSC     - 4,215,160.      967,510.      MT  (+/- 180 meters Scaled)
 AW3663
 AW3663                          SUPERSEDED SURVEY CONTROL
 AW3663
 AW3663  NGVD 29 (??/??/92)    8.628  (m)           28.31   (f) ADJ UNCH    1 2
 AW3663
 AW3663.Superseded values are not recommended for survey control.
 AW3663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3663.See file dsdata.txt to determine how the superseded data were derived.
 AW3663
 AW3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN871898(NAD 83)
 AW3663_MARKER: X = CHISELED CROSS
 AW3663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3663_SP_SET: FLANGE
 AW3663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3663
 AW3663  HISTORY     - Date     Condition        Report By
 AW3663  HISTORY     - UNK      MONUMENTED       CPFC
 AW3663  HISTORY     - 1964     GOOD             NGS
 AW3663  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3663
 AW3663                          STATION DESCRIPTION
 AW3663
 AW3663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3663'0.7 MI E FROM PASADENA.
 AW3663'ABOUT 0.55 MILE EAST ALONG A GRAVELED AND PAVED ROAD FROM THE SOUTH
 AW3663'END OF THE WASHBURN TUNNEL AT PASADENA, THENCE 0.15 MILE EAST ALONG
 AW3663'THE PORT TERMINAL RAILROAD, AT THE MOST WESTERLY OF 3 WELLS, INSIDE A
 AW3663'SMALL METAL BUILDING WITH A SMALL TOWER OVER THE BUILDING, 4 1/2 FEET
 AW3663'EAST OF THE WEST DOOR TO THE BUILDING, A SMALL CHISELED CROSS ON THE
 AW3663'TOP OF THE SOUTHWEST EDGE OF A FLANGE AROUND A 1-INCH STEEL PIN
 AW3663'ANCHORING A STEEL BASE FOR AN ELECTRIC PUMP TO A CONCRETE FOUNDATION.
 AW3663
 AW3663                          STATION RECOVERY (2004)
 AW3663
 AW3663'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3663'THE GP IS UNDER A LARGE 30 FOOT HIGH HILL OF SPOIL FROM THE CHEMICAL
 AW3663'PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3664 ***********************************************************************
 AW3664  DESIGNATION -  WELL B 2
 AW3664  PID         -  AW3664
 AW3664  STATE/COUNTY-  TX/HARRIS
 AW3664  USGS QUAD   -  PASADENA (1995)
 AW3664
 AW3664                         *CURRENT SURVEY CONTROL
 AW3664  ___________________________________________________________________
 AW3664* NAD 83(1986)-  29 43 16.     (N)    095 12 01.     (W)     SCALED    
 AW3664* NAVD 88     -         8.81   (+/-2cm)      28.9    (feet)  VERTCON   
 AW3664  ___________________________________________________________________
 AW3664  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3664
 AW3664  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3664
 AW3664.The horizontal coordinates were scaled from a topographic map and have
 AW3664.an estimated accuracy of +/- 6 seconds.
 AW3664
 AW3664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3664.The vertical order pertains to the NGVD 29 superseded value.
 AW3664
 AW3664.The geoid height was determined by GEOID03.
 AW3664
 AW3664;                    North         East    Units  Estimated Accuracy
 AW3664;SPC TXSC     - 4,215,190.      967,540.      MT  (+/- 180 meters Scaled)
 AW3664
 AW3664                          SUPERSEDED SURVEY CONTROL
 AW3664
 AW3664  NGVD 29 (??/??/92)    8.811  (m)           28.91   (f) ADJ UNCH    1 2
 AW3664
 AW3664.Superseded values are not recommended for survey control.
 AW3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3664.See file dsdata.txt to determine how the superseded data were derived.
 AW3664
 AW3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN871899(NAD 83)
 AW3664_MARKER: X = CHISELED CROSS
 AW3664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3664_SP_SET: CONCRETE BASE
 AW3664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3664
 AW3664  HISTORY     - Date     Condition        Report By
 AW3664  HISTORY     - UNK      MONUMENTED       CPFC
 AW3664  HISTORY     - 1954     GOOD             NGS
 AW3664  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3664  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3664
 AW3664                          STATION DESCRIPTION
 AW3664
 AW3664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3664'0.7 MI E FROM PASADENA.
 AW3664'0.55 MILE EAST ALONG A GRADED DIRT ROAD FROM THE SOUTH END OF THE
 AW3664'WASHBURN TUNNEL AT PASADENA, THENCE 0.15 MILE EAST ALONG THE PORT
 AW3664'TERMINAL RAILROAD, AT THE EAST SIDE OF A GROUP OF HOUSES, AT THE
 AW3664'MIDDLE ONE OF 3 WELLS, ON THE TOP OF THE NORTH EDGE OF THE CONCRETE
 AW3664'BASE OF THE WELL.  NOTE-- THE CONCRETE FOUNDATION AT THE DESCRIBED
 AW3664'LOCATION OF THIS MARK HAS BEEN BADLY CHIPPED AND BROKEN.  MARK IS
 AW3664'BELIEVED TO HAVE BEEN DESTROYED.
 AW3664
 AW3664                          STATION RECOVERY (1964)
 AW3664
 AW3664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3664'MARK NOT FOUND.
 AW3664
 AW3664                          STATION RECOVERY (2004)
 AW3664
 AW3664'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3664'THE GP IS UNDER A LARGE 30 FOOT HIGH HILL OF SPOIL FROM THE CHEMICAL
 AW3664'PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3665 ***********************************************************************
 AW3665  DESIGNATION -  WELL B 3
 AW3665  PID         -  AW3665
 AW3665  STATE/COUNTY-  TX/HARRIS
 AW3665  USGS QUAD   -  PASADENA (1995)
 AW3665
 AW3665                         *CURRENT SURVEY CONTROL
 AW3665  ___________________________________________________________________
 AW3665* NAD 83(1986)-  29 43 17.     (N)    095 11 59.     (W)     SCALED    
 AW3665* NAVD 88     -         8.97   (+/-2cm)      29.4    (feet)  VERTCON   
 AW3665  ___________________________________________________________________
 AW3665  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3665
 AW3665  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3665
 AW3665.The horizontal coordinates were scaled from a topographic map and have
 AW3665.an estimated accuracy of +/- 6 seconds.
 AW3665
 AW3665.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3665.The vertical order pertains to the NGVD 29 superseded value.
 AW3665
 AW3665.The geoid height was determined by GEOID03.
 AW3665
 AW3665;                    North         East    Units  Estimated Accuracy
 AW3665;SPC TXSC     - 4,215,220.      967,590.      MT  (+/- 180 meters Scaled)
 AW3665
 AW3665                          SUPERSEDED SURVEY CONTROL
 AW3665
 AW3665  NGVD 29 (??/??/92)    8.964  (m)           29.41   (f) ADJ UNCH    1 2
 AW3665
 AW3665.Superseded values are not recommended for survey control.
 AW3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3665.See file dsdata.txt to determine how the superseded data were derived.
 AW3665
 AW3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN872899(NAD 83)
 AW3665_MARKER: X = CHISELED CROSS
 AW3665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3665_SP_SET: STEEL BASE
 AW3665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3665
 AW3665  HISTORY     - Date     Condition        Report By
 AW3665  HISTORY     - UNK      MONUMENTED       CPFC
 AW3665  HISTORY     - 1954     GOOD             NGS
 AW3665  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3665
 AW3665                          STATION DESCRIPTION
 AW3665
 AW3665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3665'0.7 MI E FROM PASADENA.
 AW3665'0.55 MILE EAST ALONG A GRADED DIRT ROAD FROM THE SOUTH END OF THE
 AW3665'WASHBURN TUNNEL AT PASADENA, THENCE 0.15 MILE EAST ALONG THE PORT
 AW3665'TERMINAL RAILROAD, AT THE SOUTH END OF A GROUP OF HOUSES, AT THE MOST
 AW3665'EASTERLY ONE OF 3 WELLS, ON THE NORTHEAST EDGE OF THE 2 INCH STEEL
 AW3665'BASE OF AN ELECTRIC PUMP.
 AW3665
 AW3665                          STATION RECOVERY (1964)
 AW3665
 AW3665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3666 ***********************************************************************
 AW3666  DESIGNATION -  WELL D 1
 AW3666  PID         -  AW3666
 AW3666  STATE/COUNTY-  TX/HARRIS
 AW3666  USGS QUAD   -  PASADENA (1995)
 AW3666
 AW3666                         *CURRENT SURVEY CONTROL
 AW3666  ___________________________________________________________________
 AW3666* NAD 83(1986)-  29 43 36.     (N)    095 11 11.     (W)     SCALED    
 AW3666* NAVD 88     -         8.03   (+/-2cm)      26.3    (feet)  VERTCON   
 AW3666  ___________________________________________________________________
 AW3666  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3666
 AW3666  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3666
 AW3666.The horizontal coordinates were scaled from a topographic map and have
 AW3666.an estimated accuracy of +/- 6 seconds.
 AW3666
 AW3666.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3666.The vertical order pertains to the NGVD 29 superseded value.
 AW3666
 AW3666.The geoid height was determined by GEOID03.
 AW3666
 AW3666;                    North         East    Units  Estimated Accuracy
 AW3666;SPC TXSC     - 4,215,850.      968,860.      MT  (+/- 180 meters Scaled)
 AW3666
 AW3666                          SUPERSEDED SURVEY CONTROL
 AW3666
 AW3666  NGVD 29 (??/??/92)    8.022  (m)           26.32   (f) ADJ UNCH    1 2
 AW3666
 AW3666.Superseded values are not recommended for survey control.
 AW3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3666.See file dsdata.txt to determine how the superseded data were derived.
 AW3666
 AW3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN885905(NAD 83)
 AW3666_MARKER: X = CHISELED CROSS
 AW3666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3666_SP_SET: STEEL BASE
 AW3666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3666
 AW3666  HISTORY     - Date     Condition        Report By
 AW3666  HISTORY     - UNK      MONUMENTED       CPFC
 AW3666  HISTORY     - 1964     GOOD             NGS
 AW3666  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3666
 AW3666                          STATION DESCRIPTION
 AW3666
 AW3666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3666'1.7 MI E FROM PASADENA.
 AW3666'ABOUT 0.55 MILE EAST ALONG A GRAVELED AND PAVED ROAD FROM THE SOUTH
 AW3666'END OF THE WASHBURN TUNNEL AT PASADENA, THENCE 1.15 MILES EAST ALONG
 AW3666'THE PORT TERMINAL RAILROAD, ABOUT 0.1 MILE EAST OF A ROAD CROSSING, AT
 AW3666'THE MORE WESTERLY OF TWO WELLS, INSIDE A SMALL METAL BUILDING WITH A
 AW3666'TOWER OVER THE BUILDING, 4 1/2 FEET EAST OF THE WEST DOOR OF THE
 AW3666'BUILDING, A SMALL CHISELED CROSS ON THE TOP OF THE SOUTHWEST EDGE OF A
 AW3666'FLANGE AROUND A 1-INCH STEEL PIN ANCHORING A STEEL BASE FOR AN
 AW3666'ELECTRIC PUMP TO A CONCRETE FOUNDATION.
 AW3666
 AW3666                          STATION RECOVERY (2004)
 AW3666
 AW3666'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3667 ***********************************************************************
 AW3667  DESIGNATION -  WELL D 2
 AW3667  PID         -  AW3667
 AW3667  STATE/COUNTY-  TX/HARRIS
 AW3667  USGS QUAD   -  PASADENA (1995)
 AW3667
 AW3667                         *CURRENT SURVEY CONTROL
 AW3667  ___________________________________________________________________
 AW3667* NAD 83(1986)-  29 43 36.     (N)    095 11 09.     (W)     SCALED    
 AW3667* NAVD 88     -         8.50   (+/-2cm)      27.9    (feet)  VERTCON   
 AW3667  ___________________________________________________________________
 AW3667  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3667
 AW3667  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3667
 AW3667.The horizontal coordinates were scaled from a topographic map and have
 AW3667.an estimated accuracy of +/- 6 seconds.
 AW3667
 AW3667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3667.The vertical order pertains to the NGVD 29 superseded value.
 AW3667
 AW3667.The geoid height was determined by GEOID03.
 AW3667
 AW3667;                    North         East    Units  Estimated Accuracy
 AW3667;SPC TXSC     - 4,215,850.      968,910.      MT  (+/- 180 meters Scaled)
 AW3667
 AW3667                          SUPERSEDED SURVEY CONTROL
 AW3667
 AW3667  NGVD 29 (??/??/92)    8.497  (m)           27.88   (f) ADJ UNCH    1 2
 AW3667
 AW3667.Superseded values are not recommended for survey control.
 AW3667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3667.See file dsdata.txt to determine how the superseded data were derived.
 AW3667
 AW3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN885904(NAD 83)
 AW3667_MARKER: Q = CHISELED SQUARE
 AW3667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3667_SP_SET: FOUNDATION
 AW3667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3667
 AW3667  HISTORY     - Date     Condition        Report By
 AW3667  HISTORY     - UNK      MONUMENTED       CPFC
 AW3667  HISTORY     - 1959     GOOD             NGS
 AW3667  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3667  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3667
 AW3667                          STATION DESCRIPTION
 AW3667
 AW3667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3667'1.7 MI E FROM PASADENA.
 AW3667'ABOUT 0.55 MILE EAST ALONG A GRADED DIRT ROAD FROM THE SOUTH END OF
 AW3667'THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 1.15 MILES EAST ALONG
 AW3667'THE PORT TERMINAL RAILROAD, AT THE MOST EASTERLY ONE OF 2 WELLS, ON
 AW3667'THE EAST SIDE OF THE CONCRETE FOUNDATION, ABOUT 0.1 MILE EAST OF A
 AW3667'RAILROAD CROSSING, AND 3 INCHES EAST OF THE STEEL BASE OF A PUMP.
 AW3667
 AW3667                          STATION RECOVERY (1964)
 AW3667
 AW3667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3667'MARK NOT FOUND.
 AW3667
 AW3667                          STATION RECOVERY (2004)
 AW3667
 AW3667'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2706 ***********************************************************************
 AW2706  DESIGNATION -  WELL F 69 A
 AW2706  PID         -  AW2706
 AW2706  STATE/COUNTY-  TX/GALVESTON
 AW2706  USGS QUAD   -  TEXAS CITY (1994)
 AW2706
 AW2706                         *CURRENT SURVEY CONTROL
 AW2706  ___________________________________________________________________
 AW2706* NAD 83(1986)-  29 26 46.     (N)    094 57 59.     (W)     SCALED    
 AW2706* NAVD 88     -         3.01   (+/-2cm)       9.9    (feet)  VERTCON   
 AW2706  ___________________________________________________________________
 AW2706  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW2706
 AW2706  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2706
 AW2706.The horizontal coordinates were scaled from a topographic map and have
 AW2706.an estimated accuracy of +/- 6 seconds.
 AW2706
 AW2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2706.The vertical order pertains to the NGVD 29 superseded value.
 AW2706
 AW2706.The geoid height was determined by GEOID03.
 AW2706
 AW2706;                    North         East    Units  Estimated Accuracy
 AW2706;SPC TXSC     - 4,185,490.      991,200.      MT  (+/- 180 meters Scaled)
 AW2706
 AW2706                          SUPERSEDED SURVEY CONTROL
 AW2706
 AW2706  NGVD 29 (??/??/92)    3.008  (m)            9.87   (f) ADJ UNCH    1 2
 AW2706
 AW2706.Superseded values are not recommended for survey control.
 AW2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2706.See file dsdata.txt to determine how the superseded data were derived.
 AW2706
 AW2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN092590(NAD 83)
 AW2706_MARKER: X = CHISELED CROSS
 AW2706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2706_SP_SET: WELL CASING
 AW2706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2706
 AW2706  HISTORY     - Date     Condition        Report By
 AW2706  HISTORY     - UNK      MONUMENTED       USGS
 AW2706  HISTORY     - 1973     GOOD             NGS
 AW2706  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW2706  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW2706  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 AW2706
 AW2706                          STATION DESCRIPTION
 AW2706
 AW2706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2706'7.25 MI NW FROM TEXAS CITY.
 AW2706'ABOUT 4.5 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW2706'CITY, THENCE 2.75 MILES NORTH ALONG STATE HWY. 146, ABOUT 0.1 MILE
 AW2706'EAST OF THE CENTER LINE OF THE HIGHWAY, 340 FEET EAST OF A POWER POLE,
 AW2706'17 FEET WEST OF A 6 X 12 FT. CONCRETE SLAB FOUNDATION, A CHISELED
 AW2706'CROSS ON TOP OF THE EAST EDGE OF A 2 1/2-INCH BRASS VALVE ON TOP OF A
 AW2706'12-INCH OIL WELL CASING PROJECTING 26 INCHES ABOVE THE LEVEL OF THE
 AW2706'PASTURE.
 AW2706
 AW2706                          STATION RECOVERY (1999)
 AW2706
 AW2706'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2706'MARK NOT FOUND.
 AW2706
 AW2706                          STATION RECOVERY (2004)
 AW2706
 AW2706'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2706'MARK NOT FOUND.
 AW2706
 AW2706                          STATION RECOVERY (2005)
 AW2706
 AW2706'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2238 ***********************************************************************
 AN2238  DESIGNATION -  WELL POINT
 AN2238  PID         -  AN2238
 AN2238  STATE/COUNTY-  TX/CALHOUN
 AN2238  USGS QUAD   -  TURTLE BAY (1995)
 AN2238
 AN2238                         *CURRENT SURVEY CONTROL
 AN2238  ___________________________________________________________________
 AN2238* NAD 83(1993)-  28 38 32.21843(N)    096 19 22.38066(W)     ADJUSTED  
 AN2238* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2238  ___________________________________________________________________
 AN2238  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AN2238  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN2238
 AN2238  HORZ ORDER  -  FIRST
 AN2238
 AN2238.The horizontal coordinates were established by classical geodetic methods
 AN2238.and adjusted by the National Geodetic Survey in February 1996..
 AN2238
 AN2238.The orthometric height was scaled from a topographic map.
 AN2238
 AN2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2238
 AN2238.The geoid height was determined by GEOID03.
 AN2238
 AN2238;                    North         East     Units Scale Factor Converg.
 AN2238;SPC TXSC     - 4,092,650.736   861,708.668   MT  0.99993575   +1 18 41.6
 AN2238;SPC TXSC     -13,427,304.96  2,827,122.52   sFT  0.99993575   +1 18 41.6
 AN2238;UTM  14      - 3,171,286.634   761,695.475   MT  1.00044526   +1 17 02.3
 AN2238
 AN2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2238!SPC TXSC     -   1.00000407  x   0.99993575  =   0.99993982
 AN2238!UTM  14      -   1.00000407  x   1.00044526  =   1.00044933
 AN2238
 AN2238:                Primary Azimuth Mark                     Grid Az
 AN2238:SPC TXSC     -  PALACIOS SOUTH BASE                      055 41 22.6
 AN2238:UTM  14      -  PALACIOS SOUTH BASE                      055 43 01.9
 AN2238
 AN2238|---------------------------------------------------------------------|
 AN2238| PID    Reference Object                     Distance      Geod. Az  |
 AN2238|                                                           dddmmss.s |
 AN2238| AN0218 PALACIOS SOUTH BASE                 APPROX.12.1 KM 0570004.2 |
 AN2238|---------------------------------------------------------------------|
 AN2238
 AN2238                          SUPERSEDED SURVEY CONTROL
 AN2238
 AN2238  NAD 83(1986)-  28 38 32.22503(N)    096 19 22.35947(W) AD(       ) 1
 AN2238  NAD 27      -  28 38 31.24200(N)    096 19 21.46600(W) AD(       ) 1
 AN2238
 AN2238.Superseded values are not recommended for survey control.
 AN2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2238.See file dsdata.txt to determine how the superseded data were derived.
 AN2238
 AN2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6169571287(NAD 83)
 AN2238_MARKER: S = SPIKE
 AN2238_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2238
 AN2238  HISTORY     - Date     Condition        Report By
 AN2238  HISTORY     - 1856     MONUMENTED       CGS
 AN2238  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AN2238  HISTORY     - 1934     GOOD             CGS
 AN2238  HISTORY     - 1938     GOOD             WESGEO
 AN2238  HISTORY     - 1942     GOOD             TXGS
 AN2238  HISTORY     - 1947     MARK NOT FOUND   CGS
 AN2238  HISTORY     - 1952     SEE DESCRIPTION  USGS
 AN2238  HISTORY     - 1956     SEE DESCRIPTION  SUNOCO
 AN2238  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2238  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2238
 AN2238                          STATION DESCRIPTION
 AN2238
 AN2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2238'ABOUT 2 KILOMETERS W OF THE EXTREMITY OF WELL POINT, ON THE
 AN2238'BEACH, 7 YARDS N OF TOP OF BANK, 72 YARDS S OF VACANT HOUSE, 80
 AN2238'YARDS SW OF A SHED AT ARTESIAN WELL, AND 61.0 FEET SW OF SECTION
 AN2238'OF RAIL SET IN CONCRETE.  THIS RAIL EXTENDS ABOUT 2 FEET ABOVE
 AN2238'THE GROUND AND MARKS THE BOUNDARY BETWEEN CALHOUN AND MATAGORDA
 AN2238'COUNTIES.
 AN2238'
 AN2238'STATION ORIGINALLY MARKED BY BOTTLE 3 FEET BELOW THE SURFACE.
 AN2238'AT THE SURFACE BY SPIKE IN MASS OF CONCRETE, INSCRIBED C.G.S.
 AN2238'1855 1906.  IN 1931 A BRONZE STATION DISK WAS SET IN THE MASS
 AN2238'OF CONCRETE.
 AN2238'
 AN2238'OLD REFERENCE MARKS WERE AN IRON REFERENCE MARK 1.82 METERS
 AN2238'(6.0 FEET) FROM STATION AND A CONCRETE POST, 10 INCHES SQUARE
 AN2238'AND 2 FEET LONG, 13.39 METERS (43.9 FEET) FROM STATION.  NEW
 AN2238'REFERENCE MARKS WERE SET IN 1931, STANDARD REFERENCE DISKS IN
 AN2238'SQUARE CONCRETE MONUMENTS.
 AN2238'
 AN2238'REFERENCE MARK 1 IS IN FENCELINE ON E SIDE OF DIM ROAD AND
 AN2238'0.25 MILE (SPEEDOMETER) FROM STATION N 2 DEG 40 MIN E.
 AN2238'
 AN2238'REFERENCE MARK 2 IS IN FENCELINE ON E SIDE OF ROAD, 88.0 FEET
 AN2238'FROM STATION N 75 DEG 45 MIN E.
 AN2238'
 AN2238'THE BEARING OF THE COUNTY BOUNDARY MONUMENT (ABOVE) IS N 57 DEG
 AN2238'12 MIN E.
 AN2238'
 AN2238'REACHED FROM PALACIOS BY STATE HIGHWAY 58 TO CAMP HULEN,
 AN2238'THENCE N 3/4 MILE, AND W ACROSS TURTLE BAY 5 MILES TO SECTION
 AN2238'CORNER, THENCE S 2 MILES TO SECTION CORNER 0.1 MILE E OF
 AN2238'SARTWELLE BROTHERS RANCH.  CONTINUE S ON A LITTLE-USED
 AN2238'SECTION-LINE ROAD 3.0 MILES TO BEACH.  STATION IS AT FOOT OF THIS
 AN2238'ROAD.
 AN2238
 AN2238                          STATION RECOVERY (1934)
 AN2238
 AN2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN2238'RECOVERED AS DESCRIBED BY F.L.G. IN 1931.
 AN2238
 AN2238                          STATION RECOVERY (1938)
 AN2238
 AN2238'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2238'RECOVERED AS DESCRIBED.
 AN2238
 AN2238                          STATION RECOVERY (1942)
 AN2238
 AN2238'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1942
 AN2238'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO MOVE REFERENCE
 AN2238'MARKS 1 AND 2.  THE STATION MARK WAS NOT DISTURBED.
 AN2238'
 AN2238'REFERENCE MARK 3 WAS SET ON LINE FROM THE STATION TO REFERENCE
 AN2238'MARK 1, OVER 300 FEET FARTHER FROM STATION.  IT IS 0.5 FOOT E
 AN2238'OF THE E RIGHT-OF-WAY FENCE OF THE MATAGORDA-CALHOUN COUNTY-LINE
 AN2238'ROAD.
 AN2238'
 AN2238'REFERENCE MARK 4 WAS SET ON LINE FROM THE STATION TO REFERENCE
 AN2238'MARK 2, 21.41 FEET FARTHER FROM THE STATION.  IT IS LOCATED
 AN2238'109.41 FEET FROM THE STATION, 2.5 FEET E OF THE LAST RIGHT-OF-WAY
 AN2238'FENCE OF THE COUNTY-LINE ROAD.
 AN2238'
 AN2238'REFERENCE MARKS 1 AND 2 WERE REMOVED AND RETURNED TO THE
 AN2238'OFFICE.
 AN2238
 AN2238                          STATION RECOVERY (1947)
 AN2238
 AN2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2238'LOST.  THE STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 AN2238'THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 AN2238'CONDITION.
 AN2238
 AN2238                          STATION RECOVERY (1952)
 AN2238
 AN2238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AN2238'STATION DESTROYED DUE TO TIDAL-WAVE ACTION ON THE SHORELINE
 AN2238'RECEDING THE BLUFF BANK ON WHICH THE MARK WAS ESTABLISHED.
 AN2238'BOTTOM HALF OF THE STATION WAS FOUND LYING ALONG THE SHORELINE.
 AN2238'REFERENCE MARK 4 (SET IN 1942) IS STILL INTACT.
 AN2238
 AN2238                          STATION RECOVERY (1956)
 AN2238
 AN2238'RECOVERY NOTE BY SUN OIL COMPANY 1956
 AN2238'SURFACE MARK HAS BEEN DESTROYED, AND THE VACANT HOUSE, SHED, AND
 AN2238'RAIL HAVE ALSO BEEN REMOVED.  AT THIS TIME, REFERENCE MARK
 AN2238'3 WAS NOT LOCATED BUT NOT KNOWN AS DESTROYED.  REFERENCE
 AN2238'MARK 4 IS IN GOOD CONDITION AS DESCRIBED.
 AN2238'
 AN2238'TO REACH THE STATION FROM THE JUNCTION OF TEXAS HIGHWAYS 35
 AN2238'AND 238 IN THE CITY OF PORT LAVACA, PROCEED N AND E ALONG
 AN2238'TEXAS HIGHWAY 35 TO THE JUNCTION OF A COUNTY-LINE ROAD AT
 AN2238'21.7 MI. FROM PORT LAVACA.  TURN RIGHT (S) AND FOLLOW THE
 AN2238'COUNTY-LINE ROAD TO THE N BEACH OF MATAGORDA BAY AT 5.5 MI.
 AN2238'AND THE VICINITY OF THE STATION.
 AN2238
 AN2238                          STATION RECOVERY (1969)
 AN2238
 AN2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2238'THE STATION SITE WAS VISITED AND REFERENCE MARK 3 WAS FOUND
 AN2238'IN GOOD CONDITION.  REFERENCE MARK 4 AND THE STATION MARK
 AN2238'COULD NOT BE FOUND AND HAVE PROBABLY BEEN DESTROYED BY EROSION
 AN2238'OF THE BANK AT THE BAYS EDGE.  ALL INDICATIONS ARE THAT THE
 AN2238'STATION IS LOST.
 AN2238'
 AN2238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 AN2238'SOUTHWEST OF PLACIOS
 AN2238
 AN2238                          STATION RECOVERY (1998)
 AN2238
 AN2238'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2236 ***********************************************************************
 AN2236  DESIGNATION -  WELL POINT 2
 AN2236  PID         -  AN2236
 AN2236  STATE/COUNTY-  TX/MATAGORDA
 AN2236  USGS QUAD   -  TURTLE BAY (1995)
 AN2236
 AN2236                         *CURRENT SURVEY CONTROL
 AN2236  ___________________________________________________________________
 AN2236* NAD 83(1993)-  28 38 44.69095(N)    096 18 10.25794(W)     ADJUSTED  
 AN2236* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AN2236  ___________________________________________________________________
 AN2236  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AN2236  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN2236
 AN2236  HORZ ORDER  -  FIRST
 AN2236
 AN2236.The horizontal coordinates were established by classical geodetic methods
 AN2236.and adjusted by the National Geodetic Survey in February 1996..
 AN2236
 AN2236.The orthometric height was scaled from a topographic map.
 AN2236
 AN2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2236
 AN2236.The geoid height was determined by GEOID03.
 AN2236
 AN2236;                    North         East     Units Scale Factor Converg.
 AN2236;SPC TXSC     - 4,093,079.588   863,657.954   MT  0.99993503   +1 19 16.9
 AN2236;SPC TXSC     -13,428,711.95  2,833,517.80   sFT  0.99993503   +1 19 16.9
 AN2236;UTM  14      - 3,171,714.768   763,645.974   MT  1.00045790   +1 17 37.5
 AN2236
 AN2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2236!SPC TXSC     -   1.00000422  x   0.99993503  =   0.99993925
 AN2236!UTM  14      -   1.00000422  x   1.00045790  =   1.00046213
 AN2236
 AN2236|---------------------------------------------------------------------|
 AN2236| PID    Reference Object                     Distance      Geod. Az  |
 AN2236|                                                           dddmmss.s |
 AN2236| CV6907 WELL POINT RM 1                      16.383 METERS 01519     |
 AN2236| AN2232 CAMP HULEN TANK                     APPROX. 7.9 KM 0434424.2 |
 AN2236| AN2230 PALACIOS MUNICIPAL TANK             APPROX.10.6 KM 0524938.5 |
 AN2236| CV6908 WELL POINT RM 2                                    2902757.1 |
 AN2236| AN2252 SLAIKEU                             APPROX.10.3 KM 3040536.7 |
 AN2236|---------------------------------------------------------------------|
 AN2236
 AN2236                          SUPERSEDED SURVEY CONTROL
 AN2236
 AN2236  NAD 83(1986)-  28 38 44.69742(N)    096 18 10.23604(W) AD(       ) 1
 AN2236  NAD 27      -  28 38 43.71600(N)    096 18 09.34500(W) AD(       ) 1
 AN2236
 AN2236.Superseded values are not recommended for survey control.
 AN2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2236.See file dsdata.txt to determine how the superseded data were derived.
 AN2236
 AN2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6364671715(NAD 83)
 AN2236_MARKER: N = NAIL
 AN2236_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2236_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AN2236
 AN2236  HISTORY     - Date     Condition        Report By
 AN2236  HISTORY     - 1906     MONUMENTED       CGS
 AN2236  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AN2236  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AN2236  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AN2236  HISTORY     - 1938     SEE DESCRIPTION  WESGEO
 AN2236  HISTORY     - 1942     SEE DESCRIPTION  LOCENG
 AN2236  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AN2236
 AN2236                          STATION DESCRIPTION
 AN2236
 AN2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AN2236'ON WELL POINT, ON THE NORTHERN SHORE OF MATAGORDA BAY, 93
 AN2236'METERS (305 FEET) W OF EXTREMITY OF POINT, 8 METERS (26 FEET) N
 AN2236'OF S BLUFF BANK, AND 47 METERS (154 FEET) SW OF (NORMAL TO)
 AN2236'NE BLUFF BANK.  STATION ORIGINALLY MARKED BY BOTTLE 3 FEET
 AN2236'BELOW SURFACE, ABOUT WHICH WAS A 4-INCH TILE PIPE, 2 FEET LONG,
 AN2236'FLANGE DOWN, FILLED WITH AND ENCASED IN CONCRETE, AND A NAIL
 AN2236'TO MARK CENTER.  TOP INSCRIBED--C.G.S. 1906.  IN 1931 STATION
 AN2236'REMARKED WITH STANDARD DISK STATION MARK SET IN MASS OF
 AN2236'CONCRETE.  OLD REFERENCE MARKS WERE CONCRETE POSTS 8 INCHES
 AN2236'SQUARE AND 2 FEET LONG, PROJECTING 4 INCHES ABOVE GROUND,
 AN2236'MARKED WITH ARROW AND SPIKE.  ONE IS 12.989 METERS (42.61
 AN2236'FEET) FROM STATION N 3 DEG 38 MIN W.  THE OTHER,
 AN2236'13.635 METERS (44.73 FEET), S 84 DEG 34 MIN W.  THEY WERE NOT
 AN2236'SEARCHED FOR IN 1931 WHEN TWO NEW REFERENCE MARKS WERE
 AN2236'ESTABLISHED, STANDARD REFERENCE DISKS IN SQUARE CONCRETE
 AN2236'MONUMENTS.  REFERENCE MARK NO. 1 IS 53.75 FEET
 AN2236'FROM STATION N 15 DEG 19 MIN E.  REFERENCE MARK NO.
 AN2236'2 IS JUST N OF A LARGE CLUMP OF MESQUITE, AND 0.35 MILE
 AN2236'(SPEEDOMETER) FROM STATION N 69 DEG 32 MIN W.
 AN2236'A U.S.E. MARK WAS FOUND 300.0 FEET FROM STATION N 67 DEG 49 MIN W.
 AN2236'IT IS A BRONZE MARKER SET IN CONCRETE
 AN2236'IN 6-INCH TILE PROJECTING ABOUT 5 INCHES ABOVE THE GROUND,
 AN2236'AND SURROUNDED BY A CIRCULAR MASS OF CONCRETE.  IT IS ABOUT
 AN2236'100 YARDS N OF THE BLUFF BANK.
 AN2236
 AN2236                          STATION RECOVERY (1934)
 AN2236
 AN2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN2236'THE ORIGINAL STATION IS LOST.  THE OLD STATION WAS SEEN LYING
 AN2236'ON THE BEACH WHERE IT HAD FALLEN DUE TO THE RECEDING OF THE
 AN2236'BANK.
 AN2236'
 AN2236'REFERENCE MARK NO. 1 (1931) WAS FOUND AND IS APPARENTLY IN
 AN2236'GOOD CONDITION.
 AN2236'
 AN2236'REFERENCE MARK NO. 2 WAS NOT FOUND AFTER A BRIEF SEARCH, BUT
 AN2236'IT IS PROBABLY STILL IN PLACE.
 AN2236
 AN2236                          STATION RECOVERY (1934)
 AN2236
 AN2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2236'STATION LOST.  THE STATION MARK WAS FOUND WASHED UP OUT IN THE
 AN2236'WATER.  THE REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 AN2236
 AN2236                          STATION RECOVERY (1938)
 AN2236
 AN2236'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2236'MONUMENT FOUND IN PLACE.
 AN2236
 AN2236                          STATION RECOVERY (1942)
 AN2236
 AN2236'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942 (LHE)
 AN2236'LETTER OF MR. L.H. EARNEST, DISTRICT DIRECTOR, DIVISION OF
 AN2236'OPERATIONS, WORK PROJECTS ADMINISTRATION, BINZ BUILDING, HOUSTON,
 AN2236'TEXAS, DATED 6/1/42--
 AN2236'
 AN2236'DUE TO HIGHWAY CONSTRUCTION, IT WAS NECESSARY TO MOVE REFERENCE
 AN2236'MARKS NOS. 1 AND 2.  THE STATION MARK WAS NOT DISTURBED.
 AN2236'
 AN2236'R.M. NO. 3 WAS SET ON LINE FROM THE STATION TO R.M. NO. 1,
 AN2236'300 FT. FARTHER FROM STATION.  R.M. NO. 3 IS 0.5 FT. E OF THE
 AN2236'E RIGHT-OF-WAY FENCE OF THE MATAGORDA-CALHOUN COUNTY LINE
 AN2236'ROAD.
 AN2236'
 AN2236'R.M. NO. 4 WAS SET ON LINE FROM THE STATION TO R.M. NO. 2,
 AN2236'21.41 FEET FARTHER FROM THE STATION.  R.M. NO. 4 IS LOCATED
 AN2236'109.41 FEET FROM THE STATION, 2.5 FT. E OF THE LAST RIGHT-OF-WAY
 AN2236'FENCE OF THE COUNTY LINE ROAD.  REFERENCE MARKS NOS. 1 AND 2
 AN2236'WERE REMOVED AND RETURNED TO THE OFFICE.
 AN2236'
 AN2236'TWO STANDARD REFERENCE MARKS STAMPED--NO. 1 WELL POINT 1856,
 AN2236'1906, 1931 .34, NO. 2 WELL POINT 1856 1906 1931 .34, RECEIVED
 AN2236'6/5/42.
 AN2236
 AN2236                          STATION RECOVERY (1947)
 AN2236
 AN2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2236'STATION WAS DESTROYED PRIOR TO 1934 PER PREVIOUS RECOVERY NOTE.
 AN2236'THE REFERENCE MARKS WERE SEARCHED FOR BUT COULD NOT BE FOUND.
 AN2236'INDICATIONS ARE THAT THEY TOO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0268 ***********************************************************************
 BZ0268  DESIGNATION -  WELL RM 1
 BZ0268  PID         -  BZ0268
 BZ0268  STATE/COUNTY-  TX/ANDERSON
 BZ0268  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0268
 BZ0268                         *CURRENT SURVEY CONTROL
 BZ0268  ___________________________________________________________________
 BZ0268* NAD 83(1986)-  31 58 01.     (N)    096 02 14.     (W)     SCALED    
 BZ0268* NAVD 88     -        90.987  (meters)     298.51   (feet)  ADJUSTED  
 BZ0268  ___________________________________________________________________
 BZ0268  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BZ0268  DYNAMIC HT  -          90.881 (meters)     298.17  (feet)  COMP
 BZ0268  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 BZ0268
 BZ0268  VERT ORDER  -  SECOND    CLASS 0
 BZ0268
 BZ0268.The horizontal coordinates were scaled from a topographic map and have
 BZ0268.an estimated accuracy of +/- 6 seconds.
 BZ0268
 BZ0268.The orthometric height was determined by differential leveling
 BZ0268.and adjusted by the National Geodetic Survey in June 1991..
 BZ0268
 BZ0268.The geoid height was determined by GEOID03.
 BZ0268
 BZ0268.The dynamic height is computed by dividing the NAVD 88
 BZ0268.geopotential number by the normal gravity value computed on the
 BZ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0268.degrees latitude (g = 980.6199 gals.).
 BZ0268
 BZ0268.The modeled gravity was interpolated from observed gravity values.
 BZ0268
 BZ0268;                    North         East    Units  Estimated Accuracy
 BZ0268;SPC TX C     - 3,262,850.    1,106,010.      MT  (+/- 180 meters Scaled)
 BZ0268
 BZ0268                          SUPERSEDED SURVEY CONTROL
 BZ0268
 BZ0268  NGVD 29 (??/??/92)   90.896  (m)          298.21   (f) ADJ UNCH    2 0
 BZ0268
 BZ0268.Superseded values are not recommended for survey control.
 BZ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0268.See file dsdata.txt to determine how the superseded data were derived.
 BZ0268
 BZ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA800406(NAD 83)
 BZ0268_MARKER: DB = BENCH MARK DISK
 BZ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0268_STAMPING: WELL NO 1 1946
 BZ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0268+STABILITY: SURFACE MOTION
 BZ0268
 BZ0268  HISTORY     - Date     Condition        Report By
 BZ0268  HISTORY     - 1946     MONUMENTED       CGS
 BZ0268  HISTORY     - 1947     GOOD             NGS
 BZ0268  HISTORY     - 1958     MARK NOT FOUND   USGS
 BZ0268
 BZ0268                          STATION DESCRIPTION
 BZ0268
 BZ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0268'3.6 MI W FROM CAYUGA.
 BZ0268'3.6 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT CAYUGA,
 BZ0268'170 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTHWEST OF
 BZ0268'THE NORTHWEST CORNER OF A BARN, 1 FOOT SOUTH OF A FENCE.  A BRONZE
 BZ0268'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 BZ0268'LOCATION FALLS AT THE EDGE OF A PLOWED FIELD.  THE POSITION WAS
 BZ0268'MEASURED OFF FROM THE STATION WELL BUT SEARCHING AND PROBING WITH A
 BZ0268'BAR FAILED TO LOCATE IT.  IT IS EITHER BURIED OR HAS BEEN TORN OUT.
 BZ0268
 BZ0268                          STATION RECOVERY (1958)
 BZ0268
 BZ0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BZ0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0267 ***********************************************************************
 BZ0267  DESIGNATION -  WELL RM 2
 BZ0267  PID         -  BZ0267
 BZ0267  STATE/COUNTY-  TX/ANDERSON
 BZ0267  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0267
 BZ0267                         *CURRENT SURVEY CONTROL
 BZ0267  ___________________________________________________________________
 BZ0267* NAD 83(1986)-  31 58 01.     (N)    096 02 14.     (W)     SCALED    
 BZ0267* NAVD 88     -        89.796  (meters)     294.61   (feet)  ADJUSTED  
 BZ0267  ___________________________________________________________________
 BZ0267  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BZ0267  DYNAMIC HT  -          89.691 (meters)     294.26  (feet)  COMP
 BZ0267  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 BZ0267
 BZ0267  VERT ORDER  -  SECOND    CLASS 0
 BZ0267
 BZ0267.The horizontal coordinates were scaled from a topographic map and have
 BZ0267.an estimated accuracy of +/- 6 seconds.
 BZ0267
 BZ0267.The orthometric height was determined by differential leveling
 BZ0267.and adjusted by the National Geodetic Survey in June 1991..
 BZ0267
 BZ0267.The geoid height was determined by GEOID03.
 BZ0267
 BZ0267.The dynamic height is computed by dividing the NAVD 88
 BZ0267.geopotential number by the normal gravity value computed on the
 BZ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0267.degrees latitude (g = 980.6199 gals.).
 BZ0267
 BZ0267.The modeled gravity was interpolated from observed gravity values.
 BZ0267
 BZ0267;                    North         East    Units  Estimated Accuracy
 BZ0267;SPC TX C     - 3,262,850.    1,106,010.      MT  (+/- 180 meters Scaled)
 BZ0267
 BZ0267                          SUPERSEDED SURVEY CONTROL
 BZ0267
 BZ0267  NGVD 29 (??/??/92)   89.795  (m)          294.60   (f) ADJ UNCH    2 0
 BZ0267
 BZ0267.Superseded values are not recommended for survey control.
 BZ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0267.See file dsdata.txt to determine how the superseded data were derived.
 BZ0267
 BZ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA800406(NAD 83)
 BZ0267_MARKER: DB = BENCH MARK DISK
 BZ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0267_STAMPING: WELL NO 2 1946
 BZ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0267+STABILITY: SURFACE MOTION
 BZ0267
 BZ0267  HISTORY     - Date     Condition        Report By
 BZ0267  HISTORY     - 1946     MONUMENTED       CGS
 BZ0267  HISTORY     - 1947     GOOD             NGS
 BZ0267
 BZ0267                          STATION DESCRIPTION
 BZ0267
 BZ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0267'3.6 MI W FROM CAYUGA.
 BZ0267'3.6 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT CAYUGA,
 BZ0267'82 FEET EAST OF TRIANGULATION STATION WELL, 55 FEET NORTH OF THE
 BZ0267'CENTER LINE OF THE HIGHWAY, 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BZ0267'OF A BARN.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 BZ0267'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0097 ***********************************************************************
 AM0097  DESIGNATION -  WELL RM 2
 AM0097  PID         -  AM0097
 AM0097  STATE/COUNTY-  TX/BRAZORIA
 AM0097  USGS QUAD   -  FREEPORT (1974)
 AM0097
 AM0097                         *CURRENT SURVEY CONTROL
 AM0097  ___________________________________________________________________
 AM0097* NAD 83(1986)-  28 57 07.     (N)    095 17 10.     (W)     SCALED    
 AM0097* NAVD 88     -         1.67   (+/-2cm)       5.5    (feet)  VERTCON   
 AM0097  ___________________________________________________________________
 AM0097  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0097
 AM0097  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0097
 AM0097.The horizontal coordinates were scaled from a topographic map and have
 AM0097.an estimated accuracy of +/- 6 seconds.
 AM0097
 AM0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0097.The vertical order pertains to the NGVD 29 superseded value.
 AM0097
 AM0097.The geoid height was determined by GEOID03.
 AM0097
 AM0097;                    North         East    Units  Estimated Accuracy
 AM0097;SPC TXSC     - 4,129,720.      961,940.      MT  (+/- 180 meters Scaled)
 AM0097
 AM0097                          SUPERSEDED SURVEY CONTROL
 AM0097
 AM0097  NGVD 29 (??/??/92)    1.691  (m)            5.55   (f) ADJ UNCH    1 1
 AM0097
 AM0097.Superseded values are not recommended for survey control.
 AM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0097.See file dsdata.txt to determine how the superseded data were derived.
 AM0097
 AM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN771048(NAD 83)
 AM0097_MARKER: DB = BENCH MARK DISK
 AM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0097_SP_SET: CONCRETE POST
 AM0097_STAMPING: WELL USE NO. 2 1912 1931 1933
 AM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0097+STABILITY: SURFACE MOTION
 AM0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0097+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 AM0097
 AM0097  HISTORY     - Date     Condition        Report By
 AM0097  HISTORY     - 1933     MONUMENTED       CGS
 AM0097  HISTORY     - 1978     GOOD             NGS
 AM0097  HISTORY     - 1989     GOOD             USPSQD
 AM0097  HISTORY     - 19950501 GOOD             USPSQD
 AM0097  HISTORY     - 20040209 GOOD             USPSQD
 AM0097
 AM0097                          STATION DESCRIPTION
 AM0097
 AM0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0097'0.1 MI NE FROM SURFSIDE.
 AM0097'0.1 MILE NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AM0097'STATE HIGHWAY 332 AT SURFSIDE, 135 FT SOUTHEAST OF THE CENTERLINE
 AM0097'OF THE HIGHWAY, 112 FT SOUTHEAST OF TRIANGLULATION STATION WELL.
 AM0097'U.S.E., 72 FT SOUTHEAST OF A FENCELINE.
 AM0097
 AM0097                          STATION RECOVERY (1989)
 AM0097
 AM0097'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0097'RECOVERED IN GOOD CONDITION.
 AM0097
 AM0097                          STATION RECOVERY (1995)
 AM0097
 AM0097'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0097'RECOVERED IN GOOD CONDITION.
 AM0097
 AM0097                          STATION RECOVERY (2004)
 AM0097
 AM0097'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0096 ***********************************************************************
 AM0096  DESIGNATION -  WELL RM 3
 AM0096  PID         -  AM0096
 AM0096  STATE/COUNTY-  TX/BRAZORIA
 AM0096  USGS QUAD   -  FREEPORT (1974)
 AM0096
 AM0096                         *CURRENT SURVEY CONTROL
 AM0096  ___________________________________________________________________
 AM0096* NAD 83(1986)-  28 57 11.     (N)    095 17 09.     (W)     SCALED    
 AM0096* NAVD 88     -         1.60   (+/-2cm)       5.2    (feet)  VERTCON   
 AM0096  ___________________________________________________________________
 AM0096  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0096
 AM0096  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0096
 AM0096.The horizontal coordinates were scaled from a topographic map and have
 AM0096.an estimated accuracy of +/- 6 seconds.
 AM0096
 AM0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0096.The vertical order pertains to the NGVD 29 superseded value.
 AM0096
 AM0096.The geoid height was determined by GEOID03.
 AM0096
 AM0096;                    North         East    Units  Estimated Accuracy
 AM0096;SPC TXSC     - 4,129,840.      961,970.      MT  (+/- 180 meters Scaled)
 AM0096
 AM0096                          SUPERSEDED SURVEY CONTROL
 AM0096
 AM0096  NGVD 29 (??/??/92)    1.625  (m)            5.33   (f) ADJ UNCH    1 1
 AM0096
 AM0096.Superseded values are not recommended for survey control.
 AM0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0096.See file dsdata.txt to determine how the superseded data were derived.
 AM0096
 AM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN772049(NAD 83)
 AM0096_MARKER: DR = REFERENCE MARK DISK
 AM0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0096_SP_SET: CONCRETE POST
 AM0096_STAMPING: WELL USE NO.3 1912 1931 1933
 AM0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0096+STABILITY: SURFACE MOTION
 AM0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0096+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0096
 AM0096  HISTORY     - Date     Condition        Report By
 AM0096  HISTORY     - 1954     MONUMENTED       CGS
 AM0096  HISTORY     - 1978     GOOD             NGS
 AM0096  HISTORY     - 1989     GOOD             USPSQD
 AM0096  HISTORY     - 19950501 GOOD             USPSQD
 AM0096  HISTORY     - 20040209 GOOD             USPSQD
 AM0096  HISTORY     - 20050218 GOOD             USPSQD
 AM0096
 AM0096                          STATION DESCRIPTION
 AM0096
 AM0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0096'0.1 MI NE FROM SURFSIDE.
 AM0096'0.1 MILE NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF STATE
 AM0096'HIGHWAY 332 AT SURFSIDE, 25 FT SOUTHEAST OF A FENCELINE,
 AM0096'44 FT NORTH-NORTHWEST OF TRIANGULATION STATION WELL USE.
 AM0096
 AM0096                          STATION RECOVERY (1989)
 AM0096
 AM0096'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0096'RECOVERED IN GOOD CONDITION.
 AM0096
 AM0096                          STATION RECOVERY (1995)
 AM0096
 AM0096'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0096'RECOVERED IN GOOD CONDITION.
 AM0096
 AM0096                          STATION RECOVERY (2004)
 AM0096
 AM0096'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0096'RECOVERED IN GOOD CONDITION.
 AM0096
 AM0096                          STATION RECOVERY (2005)
 AM0096
 AM0096'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0095 ***********************************************************************
 AM0095  DESIGNATION -  WELL USE 1912 1931 1933
 AM0095  PID         -  AM0095
 AM0095  STATE/COUNTY-  TX/BRAZORIA
 AM0095  USGS QUAD   -  FREEPORT (1974)
 AM0095
 AM0095                         *CURRENT SURVEY CONTROL
 AM0095  ___________________________________________________________________
 AM0095* NAD 83(1993)-  28 57 09.17212(N)    095 17 10.82029(W)     ADJUSTED  
 AM0095* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 AM0095  ___________________________________________________________________
 AM0095  X           -    -514,597.350 (meters)                     COMP
 AM0095  Y           -  -5,561,608.120 (meters)                     COMP
 AM0095  Z           -   3,069,288.177 (meters)                     COMP
 AM0095  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AM0095  ELLIP HEIGHT-         -24.81  (meters)          (09/30/02) GPS OBS
 AM0095  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0095
 AM0095  HORZ ORDER  -  FIRST
 AM0095  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0095  ELLP ORDER  -  FIFTH     CLASS I
 AM0095
 AM0095.The horizontal coordinates were established by classical geodetic methods
 AM0095.and adjusted by the National Geodetic Survey in February 1996..
 AM0095
 AM0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0095.The vertical order pertains to the NGVD 29 superseded value.
 AM0095
 AM0095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AM0095
 AM0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0095
 AM0095.The ellipsoidal height was determined by GPS observations
 AM0095.and is referenced to NAD 83.
 AM0095
 AM0095.The geoid height was determined by GEOID03.
 AM0095
 AM0095;                    North         East     Units Scale Factor Converg.
 AM0095;SPC TXSC     - 4,129,786.135   961,917.889   MT  0.99988536   +1 49 09.7
 AM0095;SPC TXSC     -13,549,140.01  3,155,892.27   sFT  0.99988536   +1 49 09.7
 AM0095;UTM  15      - 3,204,881.201   277,177.460   MT  1.00021273   -1 06 26.1
 AM0095
 AM0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0095!SPC TXSC     -   1.00000390  x   0.99988536  =   0.99988926
 AM0095!UTM  15      -   1.00000390  x   1.00021273  =   1.00021663
 AM0095
 AM0095|---------------------------------------------------------------------|
 AM0095| PID    Reference Object                     Distance      Geod. Az  |
 AM0095|                                                           dddmmss.s |
 AM0095| AM0096 WELL RM 3                            13.613 METERS 03156     |
 AM0095| CV6913 WELL RM 3 TILTED                                   03159     |
 AM0095| AM0439 WELL AZ MK PTA                      449.671 METERS 0350949.7 |
 AM0095| AM0098 WELL AZ MK RESET                    457.597 METERS 0350953.3 |
 AM0095| CV6909 WELL AZ MK                                         0360616.4 |
 AM0095| CV6910 WELL RM 1                                          0423206.7 |
 AM0095| AM0448 WELL PTA                              7.614 METERS 11535     |
 AM0095| AM0447 H 81 TX                             304.532 METERS 11535     |
 AM0095| AM0097 WELL RM 2                            34.238 METERS 13421     |
 AM0095| AM0425 BRAZOS RIVER LIGHTHOUSE             APPROX. 2.3 KM 2491233.6 |
 AM0095| AM0423 DOW CHEM CO PLT A ORGANIC TANK      APPROX. 2.8 KM 2565754.1 |
 AM0095| AM0430 E FREEPORT STAFFORD CHEM CO TK      APPROX. 4.9 KM 2652334.2 |
 AM0095| AM0414 FREEPORT MUNICIPAL TANK             APPROX. 5.9 KM 2682147.9 |
 AM0095|---------------------------------------------------------------------|
 AM0095
 AM0095                          SUPERSEDED SURVEY CONTROL
 AM0095
 AM0095  ELLIP H (02/16/96)  -24.75   (m)                       GP(       ) 5 1
 AM0095  NAD 83(1986)-  28 57 09.18099(N)    095 17 10.80042(W) AD(       ) 1
 AM0095  NAD 27      -  28 57 08.29400(N)    095 17 10.02700(W) AD(       ) 1
 AM0095  NGVD 29 (??/??/92)    1.782  (m)            5.85   (f) ADJ UNCH    1 1
 AM0095
 AM0095.Superseded values are not recommended for survey control.
 AM0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0095.See file dsdata.txt to determine how the superseded data were derived.
 AM0095
 AM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7717704881(NAD 83)
 AM0095_MARKER: DS = TRIANGULATION STATION DISK
 AM0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0095_SP_SET: CONCRETE POST
 AM0095_STAMPING: WELL USE 1912 1931 1933
 AM0095_MARK LOGO: USE   
 AM0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0095+STABILITY: SURFACE MOTION
 AM0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0095+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0095
 AM0095  HISTORY     - Date     Condition        Report By
 AM0095  HISTORY     - 1912     MONUMENTED       USE
 AM0095  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AM0095  HISTORY     - 1933     GOOD             CGS
 AM0095  HISTORY     - 1937     GOOD             CGS
 AM0095  HISTORY     - 1947     GOOD             CGS
 AM0095  HISTORY     - 1954     GOOD             WESGEO
 AM0095  HISTORY     - 1954     GOOD             CGS
 AM0095  HISTORY     - 1957     GOOD             CGS
 AM0095  HISTORY     - 1960     GOOD             CGS
 AM0095  HISTORY     - 1962     GOOD             CGS
 AM0095  HISTORY     - 1963     GOOD             CGS
 AM0095  HISTORY     - 1963     GOOD             CGS
 AM0095  HISTORY     - 1969     GOOD             CGS
 AM0095  HISTORY     - 1978     GOOD             NGS
 AM0095  HISTORY     - 1978     GOOD             NGS
 AM0095  HISTORY     - 1979     GOOD             NOS
 AM0095  HISTORY     - 19921125 GOOD             NOS
 AM0095  HISTORY     - 19930319 GOOD             NOS
 AM0095  HISTORY     - 20050218 GOOD             USPSQD
 AM0095
 AM0095                          STATION DESCRIPTION
 AM0095
 AM0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AM0095'NEAR MOUTH OF BRAZOS RIVER, 1/4 MILE NE OF WHITE HOUSE SURROUNDED
 AM0095'BY CABINS, 27 YARDS NE OF AN ARTESIAN WELL, ABOUT 70 YARDS
 AM0095'SE OF A NATURAL ROAD, OPPOSITE SMALL MUD FLATS MADE BY THE
 AM0095'WELL OVERFLOW.
 AM0095'
 AM0095'THE ORIGINAL MARK, A STANDARD DISK IN A STOVEPIPE SET IN
 AM0095'CONCRETE, WAS REPLACED IN 1931 WITH SURFACE AND UNDERGROUND
 AM0095'MARKS CONSISTING OF BRONZE STATION DISKS SET IN CONCRETE.
 AM0095'
 AM0095'IN 1931 TWO REFERENCE MARKS WERE ESTABLISHED.  THEY ARE
 AM0095'BRONZE REFERENCE DISKS SET IN CONCRETE.
 AM0095'
 AM0095'REFERENCE MARK 1 IS ON A SLIGHT RIDGE S OF DIM TRAIL, 508
 AM0095'YARDS FROM STATION.
 AM0095'
 AM0095'REFERENCE MARK 2 IS 112.3 FEET FROM STATION.
 AM0095'
 AM0095'IN 1912 THE FOLLOWING AZIMUTHS WERE DETERMINED FROM THE STATION--
 AM0095'ARTESIAN WELL, DISTANT 26.2 METERS (86 FEET), 45 DEG 35 MIN.
 AM0095'RAILROAD WATER TANK AT VELASCO, 94 DEG 12 MIN.  HUDGINS
 AM0095'HOUSE, CHIMNEY, 132 DEG 57 MIN.
 AM0095'
 AM0095'IN 1931 STATION WAS REACHED AS FOLLOWS--FROM FREEPORT CROSS
 AM0095'BRAZOS RIVER BRIDGE.  AT E END OF BRIDGE TAKE RIGHT-HAND
 AM0095'SHELL ROAD TO VELASCO RAILROAD STATION AND FOLLOW SHELL
 AM0095'ROAD ACROSS FERRY OVER CANAL TO ITS END, OPPOSITE COAST
 AM0095'GUARD STATION AT RIGHT.  TAKE EXTREME LEFT-HAND TRAIL (DIM)
 AM0095'AND FOLLOW IT NE ABOUT 3/4 MILE TO STATION WHICH IS ABOUT
 AM0095'1/4 MILE FROM BEACH.
 AM0095
 AM0095                          STATION RECOVERY (1933)
 AM0095
 AM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AM0095'STATION IS LOCATED ABOUT 1/4 MILE BACK FROM GULF BEACH,
 AM0095'26.52 METERS NE OF AN OLD ARTESIAN WELL, ABOUT 3.7 MILES
 AM0095'E OF FREEPORT, APPROXIMATELY 1.5 MILES NE OF EAST JETTY
 AM0095'BTAZOS RIVER ENTRANCE, AND 0.7 MILE E OF A WINDMILL.
 AM0095'
 AM0095'THE FOLLOWING MAGNETIC AZIMUTHS ARE GIVEN--10-INCH IRON
 AM0095'PIPE ON OLD ARTESIAN WELL (26.52 METERS), 217 DEG 30 MIN.
 AM0095'HOSKINS MOUND SULPHUR STACK, 0 DEG 30 MIN.  BRAZOS RIVER
 AM0095'ENTRANCE LIGHT, 240 DEG 30 MIN.
 AM0095'
 AM0095'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 AM0095
 AM0095                          STATION RECOVERY (1937)
 AM0095
 AM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AM0095'STATION AND REFERENCE MARKS RECOVERED IN GOOD ORDER.  STATION
 AM0095'IS ABOUT 5 MILES BY TRUCK E OF THE TOWN OF FREEPORT, ABOUT
 AM0095'1.2 MILES NE OF THE VELASCO COAST GUARD STATION, AND 330
 AM0095'METERS NW FROM THE GULF BEACH HIGH-WATER LINE.
 AM0095
 AM0095                          STATION RECOVERY (1947)
 AM0095
 AM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0095'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.S.B.
 AM0095'IN 1937.  IT IS 26.2 METERS NE OF A 10-INCH PIPE IN A CONCRETE
 AM0095'BASE OF AN OLD ARTESIAN WELL, AND 26.2 METERS NW OF THE CENTER
 AM0095'LINE OF A WELL-TRAVELED TRAIL.
 AM0095'
 AM0095'R.M. 1 WAS RECOVERED IN GOOD CONDITION.  IT IS 458.5 METERS
 AM0095'FROM THE STATION, ABOUT 30 METERS FROM FOUR LARGE PILES OF
 AM0095'A WATER TANK BASE, AND ABOUT 11 METERS NW OF A WELL-TRAVELED
 AM0095'TRAIL.
 AM0095'
 AM0095'R.M. 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 AM0095'ABOUT 6.5 METERS S OF THE TRAIL.
 AM0095
 AM0095                          STATION RECOVERY (1954)
 AM0095
 AM0095'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 AM0095'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AM0095'A TELEPHONE, WITH LATTICE TARGET ON TOP, IS SET BESIDE THE
 AM0095'STATION MARK.
 AM0095
 AM0095                          STATION RECOVERY (1954)
 AM0095
 AM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0095'THE STATION WAS RECOVERED AS DESCRIBED BY E.O.H. IN 1933
 AM0095'AND THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND
 AM0095'IN GOOD CONDITION AS DESCRIBED.  A THOROUGH SEARCH WAS MADE
 AM0095'FOR REFERENCE MARK NO. 1, BUT THE MARK WAS NOT RECOVERED.
 AM0095'IT IS PRESUMED, BY THIS PARTY, TO HAVE BEEN COVERED OVER
 AM0095'BY DIRT FROM COASTAL STORMS.  AN AZIMUTH MARK AND ONE REFERENCE
 AM0095'MARK WERE SET BY THIS PARTY.
 AM0095'
 AM0095'A COMPLETE DESCRIPTION FOLLOWS--
 AM0095'
 AM0095'THE STATION IS LOCATED ABOUT 4 MILES EAST OF FREEPORT, 1.5
 AM0095'MILES NORTH-NORTHEAST OF THE MOUTH OF THE OLD BRAZOS RIVER,
 AM0095'0.25 MILE NORTHWEST OF THE SHORE LINE, AND ON PROPERTY OWNED
 AM0095'BY EARNEST COCKRELL OF 1450 NELLIE ESPERSON BUILDING, HOUSTON.
 AM0095'
 AM0095'REACHED FROM THE JUNCTION OF STATE HIGHWAY 523 AND FARM AND
 AM0095'MARKET ROAD 1460 AT THE EASTERN EDGE OF VELASCO BY GOING
 AM0095'EASTERLY ON ROAD 1460 FOR 3.4 MILES TO A DRAW BRIDGE OVER
 AM0095'THE INTRACOASTAL WATERWAY.  CONTINUE STRAIGHT AHEAD, EASTERLY,
 AM0095'FOR 0.6 MILE TO 4TH STREET ON THE LEFT.  TURN LEFT,
 AM0095'NORTHEASTERLY, ON 4TH STREET AND GO 0.9 MILE TO A CROSS STREET.
 AM0095'CONTINUE STRAIGHT AHEAD, NORTHEASTERLY, FOR 0.1 MILE TO
 AM0095'THE STATION ON THE RIGHT.
 AM0095'
 AM0095'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT
 AM0095'AHEAD, NORTHEASTERLY, ON 4TH STREET FOR 0.3 MILE TO THE
 AM0095'AZIMUTH MARK ON THE LEFT.
 AM0095'
 AM0095'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0095'IS 49 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF 4TH STREET
 AM0095'AND 5 FEET NORTH OF A 30 FOOT TARGET POLE.  THE DISK IS STAMPED
 AM0095'WELL U.S.E. 1912 1931 1933, AND THE MARK PROJECTS 3 INCHES.
 AM0095'
 AM0095'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AM0095'MONUMENT, IS 160 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 AM0095'OF 4TH STREET.  THE DISK IS STAMPED WELL U.S.E. NO 2 1912
 AM0095'1931 1933, AND THE MARK PROJECTS 3 INCHES.
 AM0095'
 AM0095'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A CONCRETE
 AM0095'MONUMENT, IS 43 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 AM0095'OF 4TH STREET.  THE DISK IS STAMPED WELL USE NO 3 1912 1931
 AM0095'1933, AND THE MARK PROJECTS 3 INCHES.
 AM0095'
 AM0095'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0095'IS 0.05 MILE WEST OF 4TH STREET, 225 FEET SOUTHWEST OF A
 AM0095'POWER POLE WITH A TRANSFORMER, 135 FEET NORTHEAST OF A POWER
 AM0095'POLE, AND 2 FEET NORTH OF A WITNESS POST.  THE DISK IS STAMPED
 AM0095'WELL USE 1912 1931 1933 RESET 1954, AND THE MARK PROJECTS 3
 AM0095'INCHES.
 AM0095'
 AM0095'HEIGHT OF LIGHT ABOVE MARK 14.3 METERS.
 AM0095
 AM0095                          STATION RECOVERY (1957)
 AM0095
 AM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 AM0095'THIS STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 AM0095'CONDITION AS DESCRIBED.  A 20 FOOT STEEL TOWER IS NOW IN
 AM0095'PERMANENT POSITION OVER THE STATION.
 AM0095'
 AM0095'THE STATION IS ABOUT 0.1 MILE EAST OF THE END OF STATE HIGHWAY
 AM0095'NO. 332 WHICH IS THE FIRST CROSS ROAD SOUTH OF THE HIGH BRIDGE
 AM0095'OVER THE INTERCOASTAL CANAL AND IS 25 YARDS SOUTH OF THE
 AM0095'CENTERLINE OF A SHELL ROAD LEADING EAST FROM THE END OF
 AM0095'NO. 332.  IT IS IN THE EAST SIDE OF THE BEACH SETTLEMENT
 AM0095'OF SURFSIDE.
 AM0095
 AM0095                          STATION RECOVERY (1960)
 AM0095
 AM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0095'STATION TWO REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN
 AM0095'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 AM0095'VERIFIED.  THE RECOVERY NOTE BY I.T.S. IN 1954 IS GOOD
 AM0095'EXCEPT FOR THE TO REACH.  NEW DIRECTIONS FOR REACHING THE
 AM0095'STATION IS AS FOLLOWS.  TO REACH FROM THE INTERSECTION OF
 AM0095'STATE HIGHWAYS 332 AND 523 (1.8 MILES NORTHEAST OF VELASCO),
 AM0095'GO SOUTHEAST ON STATE HIGHWAY 332 FOR 3.2 MILES TO A HIGH
 AM0095'BRIDGE OVER THE INTRACOASTAL CANAL, CONTINUE OVER BRIDGE
 AM0095'FOR 0.5 MILES TO A CROSSROADS, TURN LEFT 0.1 MILE TO THE
 AM0095'STATION ON THE RIGHT.  THE AZIMUTH MARK IS 0.3 MILE STRAIGHT
 AM0095'AHEAD FROM THE STATION ON THE LEFT.
 AM0095
 AM0095                          STATION RECOVERY (1962)
 AM0095
 AM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SLH)
 AM0095'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE AZIMUTH
 AM0095'MARK AND REFERENCE MARKS WERE NOT SEARCHED FOR.
 AM0095
 AM0095                          STATION RECOVERY (1963)
 AM0095
 AM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0095'THE STATION WAS RECOVERED.  THE STATION MARK, REFERENCE
 AM0095'MARKS NO. 2 AND 3, AND THE AZIMUTH MARK WERE FOUND IN GOOD
 AM0095'CONDITION.  THE STAMPINGS ON ALL MARKS WERE CHECKED AND ARE
 AM0095'CORRECT AS DESCRIBED IN THE 1954 DESCRIPTION BY I.T.S.
 AM0095'
 AM0095'TO REACH THE STATION FROM VELASCO, GO NORTHEAST ON FARM ROAD
 AM0095'523 FOR 1.8 MILES TO INTERSECTION WITH STATE HIGHWAY 332,
 AM0095'TURN RIGHT AND GO SOUTHEAST ON HIGHWAY 332 FOR 3.2 MILES
 AM0095'TO CENTER OF HIGH BRIDGE OVER THE INTRACOASTAL CANAL,
 AM0095'CONTINUE SOUTHEAST FOR 0.5 MILE TO CROSSROADS, TURN
 AM0095'LEFT GOING NORTHEAST ON SHELL ROAD FOR 0.1 MILE TO STATION
 AM0095'ON RIGHT.
 AM0095'
 AM0095'THE STATION MARK IS 27 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE,
 AM0095'50 FEET NORTHEAST OF NORTHEAST BANK OF SLOUGH HOLE, 9.4
 AM0095'FEET NORTHEAST OF CENTER OF A STUMP OF POWER POLE STANDING
 AM0095'2 FEET IN HEIGHT.
 AM0095'
 AM0095'THE DISTANCE TO REFERENCE MARKS NO. 2 AND 3 WAS CHECKED AND
 AM0095'VERIFIED.
 AM0095'
 AM0095'LINE OF SIGHT FROM THE STATION TO THE AZIMUTH MARK IS PRESENTLY
 AM0095'OBSTRUCTED BY A POWERLINE POLE.
 AM0095
 AM0095                          STATION RECOVERY (1963)
 AM0095
 AM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AM0095'THE STATION WAS RECOVERED AS DESCRIBED BY I.T.S. IN THE
 AM0095'RECOVERY NOTE DESCRIPTION OF 1954 EXCEPT FOR THE TO REACH
 AM0095'THE STATION.  THE STATION MARK, REFERENCE MARKS NO. 2, NO. 3
 AM0095'AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 AM0095'IT WAS FOUND THE AZIMUTH MARK WOULD BE DESTROYED AS THE
 AM0095'MARK WAS IN THE RIGHT-OF-WAY OF A NEW ROAD TO BE CONSTRUCTED
 AM0095'BY BRAZORIA COUNTY.  A NEW AZIMUTH MARK WAS SET ALONG THE
 AM0095'NEW ROAD RIGHT-OF-WAY.  A DESCRIPTION OF THE NEW AZIMUTH MARK
 AM0095'AND A TO REACH THE STATION IS AS FOLLOWS--
 AM0095'
 AM0095'AZIMUTH MARK, A STANDARD DISK STAMPED WELL USE 1912 RESET
 AM0095'1963, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AM0095'6 INCHES.  IT IS 175 FEET NORTHEAST OF THE EXTENDED CENTER
 AM0095'LINE OF OCEAN BLVD., 92 FEET SOUTHWEST OF THE EXTENDED CENTER
 AM0095'LINE OF E. 1ST STREET, 144 FEET NORTH OF A POWER LINE POLE,
 AM0095'60 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 AM0095'1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 AM0095'
 AM0095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AM0095'332 AND 523 IN VELASCO, GO EASTERLY ON STATE HIGHWAY 332
 AM0095'FOR 3.3 MILES TO THE CENTER OF THE BRIDGE OVER THE INTRACOASTAL
 AM0095'CANAL, CONTINUE OVER THE BRIDGE FOR 0.5 MILE TO AVENUE A.
 AM0095'TURN LEFT, GO 0.1 MILE TO STATION ON THE RIGHT.  CONTINUE
 AM0095'EAST 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AM0095
 AM0095                          STATION RECOVERY (1969)
 AM0095
 AM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0095'STATION MARK, REFERENCE MARKS NO. 2, NO. 3 AND THE AZIMUTH
 AM0095'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AM0095'DESCRIPTIONS AND ROUTE PROCEEDING TO THE STATION AS DESCRIBED
 AM0095'IN THE 1963 RECOVERY NOTES BY G.C. RANDALL AND S.E. URICK
 AM0095'ARE ADEQUATE FOR RECOVERY.
 AM0095'
 AM0095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 AM0095'EAST OF FREEPORT
 AM0095
 AM0095                          STATION RECOVERY (1978)
 AM0095
 AM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0095'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK
 AM0095'RESET WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 AM0095'DIRECTIONS TO ALL MARKS COMPARED FAVORABLY.  A COMPLETE NEW
 AM0095'DESCRIPTION FOLLOWS.
 AM0095'
 AM0095'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF
 AM0095'FREEPORT, IN THE NORTHEAST EDGE OF SURFSIDE, AND ON PROPERTY
 AM0095'OWNED BY CAROL C. JENNINGS ESTATE, MR. ROBERT LYNCH, ATTORNEY,
 AM0095'S. 999TH MAIN BUILDING, HOUSTON, TEXAS 77002.  TELEPHONE
 AM0095'NUMBER 713-651-1271.
 AM0095'
 AM0095'TO REACH FROM THE TRAFFIC LIGHT IN NORTHEAST SURFSIDE AT THE
 AM0095'INTERSECTION OF STATE HIGHWAY 332 AND COUNTY ROAD 257, GO
 AM0095'NORTHEAST ON COUNTY ROAD 257 FOR 0.1 MILE TO THE STATION ON
 AM0095'ON THE RIGHT.
 AM0095'
 AM0095'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0095'STAMPED---WELL USE 1912 1931 1933---,
 AM0095'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 6 INCHES ON A
 AM0095'SIDE PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS
 AM0095'50.0 FEET NORTHEAST FROM THE NORTHEAST BANK OF A SLOUGH HOLE
 AM0095'AND 27.0 FEET SOUTHEAST FROM A FENCE.
 AM0095'
 AM0095'REFERENCE MARK 2 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0095'STAMPED---WELL USE NO 2 1912 1931 1933---,
 AM0095'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 6 INCHES ON A
 AM0095'SIDE PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS
 AM0095'140 FEET SOUTHEAST FROM THE FENCE.
 AM0095'
 AM0095'REFERENCE MARK 3 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0095'STAMPED---WELL USE RESET RM 3 1912 1931 1933---,
 AM0095'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0095'SIDE PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AM0095'13.3 FEET SOUTHEAST FROM THE FENCE.
 AM0095'
 AM0095'AZIMUTH MARK IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0095'STAMPED---WELL USE 1912 RESET 1963---,
 AM0095'SET INTO THE TOP OF SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0095'SIDE PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0095'60.0 FEET NORTHWEST FROM THE APPROXIMATE CENTER OF COUNTY
 AM0095'ROAD 257, 54.0 FEET SOUTHWEST FROM A POWERLINE POLE, AND
 AM0095'0.7 FEET SOUTHEAST FROM A METAL WITNESS POST.
 AM0095'
 AM0095'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST
 AM0095'ON COUNTY ROAD 257 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 AM0095'
 AM0095'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.0 METERS.
 AM0095
 AM0095                          STATION RECOVERY (1978)
 AM0095
 AM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0095'0.1 MI NE FROM SURFSIDE.
 AM0095'0.1 MILE NORTHEAST ALONG COUNTY ROAD FROM THE JUNCTION OF STATE
 AM0095'HIGHWAY 332 AT SURFSIDE, 91 FT SOUTHEAST OF THE CENTERLINE OF THE
 AM0095'ROAD, 28 FT SOUTHEAST OF A FENCELINE, 44 FT SOUTH-SOUTHWEST OF
 AM0095'BM WELL RM 3, 112 FT NORTHWEST OF BM WELL RM 2.
 AM0095'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AM0095
 AM0095                          STATION RECOVERY (1979)
 AM0095
 AM0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0095'THE STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 AM0095'CONDITION. THE DISTANCE TO REFERENCE MARK 3 WAS LONGER BY
 AM0095'0.011 METER AND DIRECTION 3 MINUTES GREATER.
 AM0095'
 AM0095'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0095
 AM0095                          STATION RECOVERY (1992)
 AM0095
 AM0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AM0095'RECOVERED IN GOOD CONDITION.
 AM0095
 AM0095                          STATION RECOVERY (1993)
 AM0095
 AM0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AM0095'RECOVERED IN GOOD CONDITION.
 AM0095
 AM0095                          STATION RECOVERY (2005)
 AM0095
 AM0095'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0047 ***********************************************************************
 EN0047  DESIGNATION -  WELLINGTON
 EN0047  PID         -  EN0047
 EN0047  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0047  USGS QUAD   -  WELLINGTON (1982)
 EN0047
 EN0047                         *CURRENT SURVEY CONTROL
 EN0047  ___________________________________________________________________
 EN0047* NAD 83(1986)-  34 51 31.     (N)    100 12 49.     (W)     SCALED    
 EN0047* NAVD 88     -       621.595  (meters)    2039.35   (feet)  POSTED    
 EN0047  ___________________________________________________________________
 EN0047  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EN0047  DYNAMIC HT  -         620.900 (meters)    2037.07  (feet)  COMP
 EN0047  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 EN0047
 EN0047  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0047
 EN0047.The horizontal coordinates were scaled from a topographic map and have
 EN0047.an estimated accuracy of +/- 6 seconds.
 EN0047
 EN0047.The orthometric height was determined by differential leveling
 EN0047.and adjusted by the National Geodetic Survey in 1992..
 EN0047.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0047.rate of 1.1 thru 2.0 mm/km.
 EN0047
 EN0047.The geoid height was determined by GEOID03.
 EN0047
 EN0047.The dynamic height is computed by dividing the NAVD 88
 EN0047.geopotential number by the normal gravity value computed on the
 EN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0047.degrees latitude (g = 980.6199 gals.).
 EN0047
 EN0047.The modeled gravity was interpolated from observed gravity values.
 EN0047
 EN0047;                    North         East    Units  Estimated Accuracy
 EN0047;SPC TX N     - 1,096,020.      317,630.      MT  (+/- 180 meters Scaled)
 EN0047
 EN0047                          SUPERSEDED SURVEY CONTROL
 EN0047
 EN0047  NGVD 29 (??/??/92)  621.288  (m)         2038.34   (f) ADJ UNCH    2 0
 EN0047
 EN0047.Superseded values are not recommended for survey control.
 EN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0047.See file dsdata.txt to determine how the superseded data were derived.
 EN0047
 EN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD890580(NAD 83)
 EN0047_MARKER: DB = BENCH MARK DISK
 EN0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0047_SP_SET: PILLAR
 EN0047_STAMPING: 2038.342 WELLINGTON 1934
 EN0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0047
 EN0047  HISTORY     - Date     Condition        Report By
 EN0047  HISTORY     - 1934     MONUMENTED       CGS
 EN0047
 EN0047                          STATION DESCRIPTION
 EN0047
 EN0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0047'IN WELLINGTON.
 EN0047'AT WELLINGTON, COLLINGSWORTH COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 EN0047'EAST ENTRANCE, IN THE FACE OF THE CENTER PILLAR, 2 FEET ABOVE THE
 EN0047'FLOOR, AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0912 ***********************************************************************
 EN0912  DESIGNATION -  WELLINGTON
 EN0912  PID         -  EN0912
 EN0912  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0912  USGS QUAD   -  WELLINGTON (1982)
 EN0912
 EN0912                         *CURRENT SURVEY CONTROL
 EN0912  ___________________________________________________________________
 EN0912* NAD 83(1993)-  34 50 52.96221(N)    100 12 54.47807(W)     ADJUSTED  
 EN0912* NAVD 88     -       621.60   (+/-2cm)    2039.4    (feet)  VERTCON   
 EN0912  ___________________________________________________________________
 EN0912  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 EN0912  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EN0912
 EN0912  HORZ ORDER  -  SECOND
 EN0912  VERT ORDER  -  THIRD ? (See Below)
 EN0912
 EN0912.The horizontal coordinates were established by classical geodetic methods
 EN0912.and adjusted by the National Geodetic Survey in February 1996..
 EN0912
 EN0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0912.The vertical order pertains to the NGVD 29 superseded value.
 EN0912
 EN0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0912
 EN0912.The geoid height was determined by GEOID03.
 EN0912
 EN0912;                    North         East     Units Scale Factor Converg.
 EN0912;SPC TX N     - 1,094,843.742   317,501.589   MT  0.99996000   +0 44 40.7
 EN0912;SPC TX N     - 3,591,999.84  1,041,669.80   sFT  0.99996000   +0 44 40.7
 EN0912;UTM  14      - 3,856,865.225   388,909.612   MT  0.99975210   -0 41 39.8
 EN0912
 EN0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0912!SPC TX N     -   0.99990677  x   0.99996000  =   0.99986677
 EN0912!UTM  14      -   0.99990677  x   0.99975210  =   0.99965889
 EN0912
 EN0912:                Primary Azimuth Mark                     Grid Az
 EN0912:SPC TX N     -  WELLINGTON MUNICIPAL TANK                002 30 29.8
 EN0912:UTM  14      -  WELLINGTON MUNICIPAL TANK                003 56 50.3
 EN0912
 EN0912|---------------------------------------------------------------------|
 EN0912| PID    Reference Object                     Distance      Geod. Az  |
 EN0912|                                                           dddmmss.s |
 EN0912| EN0637 WELLINGTON MUNICIPAL TANK           APPROX. 1.2 KM 0031510.5 |
 EN0912| CX8964 WELLINGTON RM 2                      18.196 METERS 26431     |
 EN0912| CX8963 WELLINGTON RM 1                      20.547 METERS 35343     |
 EN0912|---------------------------------------------------------------------|
 EN0912
 EN0912                          SUPERSEDED SURVEY CONTROL
 EN0912
 EN0912  NAD 83(1993)-  34 50 52.96304(N)    100 12 54.47773(W) AD(       ) 2
 EN0912  NAD 83(1986)-  34 50 52.96719(N)    100 12 54.47030(W) AD(       ) 2
 EN0912  NAD 27      -  34 50 52.77400(N)    100 12 53.05900(W) AD(       ) 2
 EN0912  NGVD 29 (07/19/86)  621.29   (m)         2038.3    (f) LEVELING    3  
 EN0912
 EN0912.Superseded values are not recommended for survey control.
 EN0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0912.See file dsdata.txt to determine how the superseded data were derived.
 EN0912
 EN0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8891056865(NAD 83)
 EN0912_MARKER: DS = TRIANGULATION STATION DISK
 EN0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0912_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0912
 EN0912  HISTORY     - Date     Condition        Report By
 EN0912  HISTORY     - 1935     MONUMENTED       CGS
 EN0912  HISTORY     - 1964     MARK NOT FOUND   USGS
 EN0912  HISTORY     - 1967     MARK NOT FOUND   CGS
 EN0912
 EN0912                          STATION DESCRIPTION
 EN0912
 EN0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0912'STATION IS LOCATED IN THE CITY OF WELLINGTON, ABOUT 1/2 MILE
 EN0912'S AND A LITTLE W OF THE COURTHOUSE ON THE GROUNDS OF THE
 EN0912'WELLINGTON HIGH SCHOOL WHICH IS ON THE S SIDE OF TOWN.  MARK
 EN0912'IS SET 32 FEET E OF CENTER LINE OF N-S STREET AND 210 FEET
 EN0912'NNW OF NW CORNER OF SCHOOL.
 EN0912'
 EN0912'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0912'BRONZE DISKS SET IN CONCRETE.
 EN0912'
 EN0912'REFERENCE MARK NO. 1 IS N OF STATION AND 30 FEET E OF CENTER
 EN0912'LINE OF N-S STREET.
 EN0912'
 EN0912'REFERENCE MARK NO. 2 IS W OF STATION IN N-S FENCE, 27 FEET
 EN0912'W OF CENTER LINE OF N-S STREET.
 EN0912'
 EN0912'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE E OF STATION, 15 FEET
 EN0912'W OF W RAIL OF RAILROAD TRACKS, 9 FEET S OF FENCE CORNER AND
 EN0912'0.1 MILE S OF E-W STREET.
 EN0912'
 EN0912'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 EN0912
 EN0912                          STATION RECOVERY (1964)
 EN0912
 EN0912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EN0912'STATION WAS NOT RECOVERED.  A CITY STREET NOW COVERS THE
 EN0912'SITE OF TRIANGULATION STATION WELLINGTON AND R.M. 1.  R.M. 2
 EN0912'MAY POSSIBLY BE RECOVERED BY EXCAVATION.
 EN0912
 EN0912                          STATION RECOVERY (1967)
 EN0912
 EN0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0912'THE STATION AND ALL MARKS HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0642 ***********************************************************************
 EN0642  DESIGNATION -  WELLINGTON 2
 EN0642  PID         -  EN0642
 EN0642  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0642  USGS QUAD   -  WELLINGTON (1982)
 EN0642
 EN0642                         *CURRENT SURVEY CONTROL
 EN0642  ___________________________________________________________________
 EN0642* NAD 83(1993)-  34 50 51.94367(N)    100 12 54.30580(W)     ADJUSTED  
 EN0642* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 EN0642  ___________________________________________________________________
 EN0642  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 EN0642  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EN0642
 EN0642  HORZ ORDER  -  SECOND
 EN0642
 EN0642.The horizontal coordinates were established by classical geodetic methods
 EN0642.and adjusted by the National Geodetic Survey in February 1996..
 EN0642
 EN0642.The orthometric height was scaled from a topographic map.
 EN0642
 EN0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0642
 EN0642.The geoid height was determined by GEOID03.
 EN0642
 EN0642;                    North         East     Units Scale Factor Converg.
 EN0642;SPC TX N     - 1,094,812.416   317,506.373   MT  0.99996004   +0 44 40.8
 EN0642;SPC TX N     - 3,591,897.07  1,041,685.49   sFT  0.99996004   +0 44 40.8
 EN0642;UTM  14      - 3,856,833.795   388,913.607   MT  0.99975209   -0 41 39.7
 EN0642
 EN0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0642!SPC TX N     -   0.99990744  x   0.99996004  =   0.99986749
 EN0642!UTM  14      -   0.99990744  x   0.99975209  =   0.99965956
 EN0642
 EN0642:                Primary Azimuth Mark                     Grid Az
 EN0642:SPC TX N     -  WELLINGTON MUNICIPAL TANK                002 13 39.3
 EN0642:UTM  14      -  WELLINGTON MUNICIPAL TANK                003 39 59.8
 EN0642
 EN0642|---------------------------------------------------------------------|
 EN0642| PID    Reference Object                     Distance      Geod. Az  |
 EN0642|                                                           dddmmss.s |
 EN0642| EN0637 WELLINGTON MUNICIPAL TANK           APPROX. 1.3 KM 0025820.1 |
 EN0642| EN0639 WELLINGTON ATT MICROWAVE MAST       APPROX. 7.4 KM 1493108.4 |
 EN0642| EN0641 WELLINGTON GRAIN TRANS MAST         APPROX. 8.2 KM 1665057.2 |
 EN0642| CX8966 WELLINGTON 2 RM 3                    22.567 METERS 18210     |
 EN0642| EN0644 WELLINGTON RADIO KKA 545 MAST       APPROX. 1.5 KM 3132128.0 |
 EN0642| CX8967 WELLINGTON 2 RM 4                    37.180 METERS 32250     |
 EN0642| EN0643 WELLINGTON VUMORE TV MAST           APPROX. 2.1 KM 3370408.4 |
 EN0642| CX8965 WELLINGTON 2 AZ MK 2                               3571353.2 |
 EN0642|---------------------------------------------------------------------|
 EN0642
 EN0642                          SUPERSEDED SURVEY CONTROL
 EN0642
 EN0642  NAD 83(1993)-  34 50 51.94371(N)    100 12 54.30551(W) AD(       ) 2
 EN0642  NAD 83(1986)-  34 50 51.94877(N)    100 12 54.29799(W) AD(       ) 2
 EN0642  NAD 27      -  34 50 51.74769(N)    100 12 52.88773(W) AD(       ) 2
 EN0642
 EN0642.Superseded values are not recommended for survey control.
 EN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0642.See file dsdata.txt to determine how the superseded data were derived.
 EN0642
 EN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8891456834(NAD 83)
 EN0642_MARKER: DS = TRIANGULATION STATION DISK
 EN0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0642
 EN0642  HISTORY     - Date     Condition        Report By
 EN0642  HISTORY     - 1967     MONUMENTED       CGS
 EN0642
 EN0642                          STATION DESCRIPTION
 EN0642
 EN0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0642'THE STATION IS LOCATED IN THE SOUTHERN PART OF WELLINGTON, 1 BLOCK
 EN0642'SOUTH OF THE HIGH SCHOOL BUILDING, IN THE NORTHEAST ANGLE OF THE
 EN0642'INTERSECTION OF AMARILLO AND 16TH STREETS AND ON PROPERTY OWNED BY
 EN0642'THE WELLINGTON HIGH SCHOOL.
 EN0642'
 EN0642'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND 15TH
 EN0642'STREET, (FARM ROAD 338) IN THE SOUTHEAST PART OF WELLINGTON, GO
 EN0642'WEST ON 15TH STREET FOR 0.6 MILE TO THE INTERSECTION OF 15 TH AND
 EN0642'AMARILLO STREETS.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 EN0642'TURN RIGHT AND GO NORTH ON AMARILLO STREET FOR 0.15 MILE TO THE
 EN0642'MARK ON THE RIGHT IN THE FRONT OF HOUSE NUMBERED 1211).  TURN
 EN0642'LEFT AND GO SOUTH ON AMARILLO STREET FOR 0.05 MILE TO THE
 EN0642'STATION ON THE LEFT.
 EN0642'
 EN0642'STATION MARK IS A STANDARD DISK, STAMPED WELLINGTON 2 1967, SET IN
 EN0642'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EN0642'FLUSH WITH THE GROUND.  IT IS 97 FEET NORTH OF THE CENTERLINE OF 16
 EN0642'TH STREET, 74.8 FEET NORTH OF A POWERLINE POLE, 38.0 FEET EAST OF THE
 EN0642'CENTERLINE OF AMARILLO STREET AND 10.0 FEET EAST OF A CURB.  THE
 EN0642'UNDERGROUND MARK IS SET 36 INCHES BELOW THE SURFACE OF THE
 EN0642'GROUND.
 EN0642'
 EN0642'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED WELLINGTON 2 NO 3 1967,
 EN0642'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0642'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 34 FEET EAST OF THE
 EN0642'CENTERLINE OF AMARILLO STREET, 24.0 FEET NORTH OF THE CENTERLINE
 EN0642'OF 16 TH STREET AND 2.7 FEET EAST OF A POWERLINE POLE.
 EN0642'
 EN0642'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED WELLINGTON 2 NO 4 1967,
 EN0642'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE USED IN REPAIRING
 EN0642'A SIDEWALK, PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 40.4 FEET
 EN0642'NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE NUMBERED 1511, 34.3
 EN0642'FEET WEST OF THE CENTERLINE OF AMARILLO STREET AND 11.8 FEET WEST OF
 EN0642'A CURB.
 EN0642'
 EN0642'AZIMUTH MARK IS A STANDARD DISK, STAMPED WELLINGTON 2 AZ 2 1967,
 EN0642'CEMENTED IN A DRILL HOLE IN THE WEST CURB OF AMARILLO STREET.  IT IS
 EN0642'66.0 FEET NORTH OF THE CENTERLINE OF 12 TH STREET AND 17.0 FEET
 EN0642'WEST OF THE CENTERLINE OF AMARILLO STREET.
 EN0642'
 EN0642'NO WITNESS POSTS WERE SET AT THE STATION OR THE AZIMUTH MARK DUE TO
 EN0642'THEIR LOCATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0639 ***********************************************************************
 EN0639  DESIGNATION -  WELLINGTON ATT MICROWAVE MAST
 EN0639  PID         -  EN0639
 EN0639  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0639  USGS QUAD   -  WELLINGTON (1982)
 EN0639
 EN0639                         *CURRENT SURVEY CONTROL
 EN0639  ___________________________________________________________________
 EN0639* NAD 83(1993)-  34 47 24.59797(N)    100 10 26.38801(W)     ADJUSTED  
 EN0639* NAVD 88     -                                                        
 EN0639  ___________________________________________________________________
 EN0639  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EN0639  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EN0639
 EN0639  HORZ ORDER  -  THIRD
 EN0639
 EN0639.The horizontal coordinates were established by classical geodetic methods
 EN0639.and adjusted by the National Geodetic Survey in February 1996..
 EN0639
 EN0639
 EN0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0639
 EN0639.The geoid height was determined by GEOID03.
 EN0639
 EN0639;                    North         East     Units Scale Factor Converg.
 EN0639;SPC TX N     - 1,088,473.283   321,349.395   MT  0.99997047   +0 46 06.5
 EN0639;SPC TX N     - 3,571,099.43  1,054,293.81   sFT  0.99997047   +0 46 06.5
 EN0639;UTM  14      - 3,850,401.576   392,595.456   MT  0.99974218   -0 40 11.7
 EN0639
 EN0639                          SUPERSEDED SURVEY CONTROL
 EN0639
 EN0639  NAD 83(1993)-  34 47 24.59801(N)    100 10 26.38780(W) AD(       ) 4
 EN0639  NAD 83(1986)-  34 47 24.60265(N)    100 10 26.38016(W) AD(       ) 4
 EN0639  NAD 27      -  34 47 24.39550(N)    100 10 24.97018(W) AD(       ) 3
 EN0639
 EN0639.Superseded values are not recommended for survey control.
 EN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0639.See file dsdata.txt to determine how the superseded data were derived.
 EN0639
 EN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9259550402(NAD 83)
 EN0639_MARKER: 44 = MICROWAVE MAST
 EN0639
 EN0639  HISTORY     - Date     Condition        Report By
 EN0639  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0639
 EN0639                          STATION DESCRIPTION
 EN0639
 EN0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0639'THE STATION IS THE CENTER OF THE TOP OF A 225 FOOT HIGH STEEL MAST,
 EN0639'LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF WELLINGTON, 1 MILE EAST OF
 EN0639'U. S. HIGHWAY 83 AND ABOUT 100 FEET SOUTH OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0641 ***********************************************************************
 EN0641  DESIGNATION -  WELLINGTON GRAIN TRANS MAST
 EN0641  PID         -  EN0641
 EN0641  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0641  USGS QUAD   -  WELLINGTON (1982)
 EN0641
 EN0641                         *CURRENT SURVEY CONTROL
 EN0641  ___________________________________________________________________
 EN0641* NAD 83(1993)-  34 46 31.87452(N)    100 11 40.66635(W)     ADJUSTED  
 EN0641* NAVD 88     -                                                        
 EN0641  ___________________________________________________________________
 EN0641  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 EN0641  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EN0641
 EN0641  HORZ ORDER  -  THIRD
 EN0641
 EN0641.The horizontal coordinates were established by classical geodetic methods
 EN0641.and adjusted by the National Geodetic Survey in February 1996..
 EN0641
 EN0641
 EN0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0641
 EN0641.The geoid height was determined by GEOID03.
 EN0641
 EN0641;                    North         East     Units Scale Factor Converg.
 EN0641;SPC TX N     - 1,086,823.631   319,482.736   MT  0.99997328   +0 45 23.4
 EN0641;SPC TX N     - 3,565,687.20  1,048,169.61   sFT  0.99997328   +0 45 23.4
 EN0641;UTM  14      - 3,848,799.657   390,688.415   MT  0.99974727   -0 40 53.2
 EN0641
 EN0641                          SUPERSEDED SURVEY CONTROL
 EN0641
 EN0641  NAD 83(1993)-  34 46 31.87460(N)    100 11 40.66618(W) AD(       ) 4
 EN0641  NAD 83(1986)-  34 46 31.87926(N)    100 11 40.65837(W) AD(       ) 4
 EN0641  NAD 27      -  34 46 31.67096(N)    100 11 39.24783(W) AD(       ) 3
 EN0641
 EN0641.Superseded values are not recommended for survey control.
 EN0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0641.See file dsdata.txt to determine how the superseded data were derived.
 EN0641
 EN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9068848800(NAD 83)
 EN0641_MARKER: 42 = RADIO/TV MAST
 EN0641
 EN0641  HISTORY     - Date     Condition        Report By
 EN0641  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0641
 EN0641                          STATION DESCRIPTION
 EN0641
 EN0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0641'THE STATION IS THE CENTER OF THE TOP OF A 230 FOOT HIGH STEEL MAST
 EN0641'WITH A RED LIGHT ON TOP, LOCATED ABOUT 5 MILES SOUTH OF WELLINGTON,
 EN0641'0.4 MILE WEST OF U.S. HIGHWAY 83 AND 300 FEET SOUTH OF A GRAVELED
 EN0641'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0637 ***********************************************************************
 EN0637  DESIGNATION -  WELLINGTON MUNICIPAL TANK
 EN0637  PID         -  EN0637
 EN0637  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0637  USGS QUAD   -  WELLINGTON (1982)
 EN0637
 EN0637                         *CURRENT SURVEY CONTROL
 EN0637  ___________________________________________________________________
 EN0637* NAD 83(1993)-  34 51 32.62907(N)    100 12 51.74300(W)     ADJUSTED  
 EN0637* NAVD 88     -                                                        
 EN0637  ___________________________________________________________________
 EN0637  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 EN0637  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EN0637
 EN0637  HORZ ORDER  -  THIRD
 EN0637
 EN0637.The horizontal coordinates were established by classical geodetic methods
 EN0637.and adjusted by the National Geodetic Survey in February 1996..
 EN0637
 EN0637
 EN0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0637
 EN0637.The geoid height was determined by GEOID03.
 EN0637
 EN0637;                    North         East     Units Scale Factor Converg.
 EN0637;SPC TX N     - 1,096,066.869   317,555.170   MT  0.99995812   +0 44 42.2
 EN0637;SPC TX N     - 3,596,012.72  1,041,845.59   sFT  0.99995812   +0 44 42.2
 EN0637;UTM  14      - 3,858,086.368   388,993.877   MT  0.99975187   -0 41 39.0
 EN0637
 EN0637                          SUPERSEDED SURVEY CONTROL
 EN0637
 EN0637  NAD 83(1993)-  34 51 32.62929(N)    100 12 51.74270(W) AD(       ) 4
 EN0637  NAD 83(1986)-  34 51 32.63321(N)    100 12 51.73489(W) AD(       ) 4
 EN0637  NAD 27      -  34 51 32.43100(N)    100 12 50.32500(W) AD(       ) 3
 EN0637
 EN0637.Superseded values are not recommended for survey control.
 EN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0637.See file dsdata.txt to determine how the superseded data were derived.
 EN0637
 EN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8899458086(NAD 83)
 EN0637_MARKER: 53 = ELEVATED TANK
 EN0637
 EN0637  HISTORY     - Date     Condition        Report By
 EN0637  HISTORY     - 1921     FIRST OBSERVED   CGS
 EN0637  HISTORY     - 1935     GOOD             CGS
 EN0637  HISTORY     - 1951     GOOD             CGS
 EN0637  HISTORY     - 1967     GOOD             CGS
 EN0637
 EN0637                          STATION DESCRIPTION
 EN0637
 EN0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 EN0637'A HIGH, BLACK TANK, THE MUNICIPAL TANK IN THE TOWN OF WELLINGTON.
 EN0637
 EN0637                          STATION RECOVERY (1935)
 EN0637
 EN0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0637'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL OWNED WATER TANK
 EN0637'LOCATED IN THE N CENTRAL PART OF WELLINGTON.  IT IS APPROXIMATELY
 EN0637'130 FEET HIGH.
 EN0637
 EN0637                          STATION RECOVERY (1951)
 EN0637
 EN0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0637'ORIGINAL DESCRIPTION INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EN0637'
 EN0637'A PROMINENT ELEVATED, SILVER-COLORED TANK ABOUT 150 FEET
 EN0637'HIGH, LOCATED 0.15 MILE NORTH OF DEPOT IN WELLINGTON AND
 EN0637'0.2 MILE NORTH OF NORTHWEST CORNER OF COURTHOUSE SQUARE.
 EN0637'THIS TANK WAS REPORTED BLACK IN 1921.  THE TOP CENTER OF
 EN0637'THE TANK WAS THE POINT OBSERVED ON.
 EN0637
 EN0637                          STATION RECOVERY (1967)
 EN0637
 EN0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0637'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0644 ***********************************************************************
 EN0644  DESIGNATION -  WELLINGTON RADIO KKA 545 MAST
 EN0644  PID         -  EN0644
 EN0644  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0644  USGS QUAD   -  WELLINGTON (1982)
 EN0644
 EN0644                         *CURRENT SURVEY CONTROL
 EN0644  ___________________________________________________________________
 EN0644* NAD 83(1993)-  34 51 24.52620(N)    100 13 36.16894(W)     ADJUSTED  
 EN0644* NAVD 88     -                                                        
 EN0644  ___________________________________________________________________
 EN0644  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 EN0644  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EN0644
 EN0644  HORZ ORDER  -  THIRD
 EN0644
 EN0644.The horizontal coordinates were established by classical geodetic methods
 EN0644.and adjusted by the National Geodetic Survey in February 1996..
 EN0644
 EN0644
 EN0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0644
 EN0644.The geoid height was determined by GEOID03.
 EN0644
 EN0644;                    North         East     Units Scale Factor Converg.
 EN0644;SPC TX N     - 1,095,802.598   316,430.054   MT  0.99995850   +0 44 16.5
 EN0644;SPC TX N     - 3,595,145.69  1,038,154.27   sFT  0.99995850   +0 44 16.5
 EN0644;UTM  14      - 3,857,850.486   387,862.710   MT  0.99975498   -0 42 04.2
 EN0644
 EN0644                          SUPERSEDED SURVEY CONTROL
 EN0644
 EN0644  NAD 83(1993)-  34 51 24.52630(N)    100 13 36.16871(W) AD(       ) 4
 EN0644  NAD 83(1986)-  34 51 24.53065(N)    100 13 36.16073(W) AD(       ) 4
 EN0644  NAD 27      -  34 51 24.33147(N)    100 13 34.75118(W) AD(       ) 3
 EN0644
 EN0644.Superseded values are not recommended for survey control.
 EN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0644.See file dsdata.txt to determine how the superseded data were derived.
 EN0644
 EN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8786357850(NAD 83)
 EN0644_MARKER: 42 = RADIO/TV MAST
 EN0644
 EN0644  HISTORY     - Date     Condition        Report By
 EN0644  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0644
 EN0644                          STATION DESCRIPTION
 EN0644
 EN0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0644'THE STATION IS THE CENTER OF THE TOP OF A 170 FOOT HIGH STEEL MAST,
 EN0644'LOCATED ABOUT 1-MILE WEST OF THE CENTER OF TOWN AND 150 FEET NORTH
 EN0644'OF AN EAST-WEST DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0643 ***********************************************************************
 EN0643  DESIGNATION -  WELLINGTON VUMORE TV MAST
 EN0643  PID         -  EN0643
 EN0643  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0643  USGS QUAD   -  WELLINGTON (1982)
 EN0643
 EN0643                         *CURRENT SURVEY CONTROL
 EN0643  ___________________________________________________________________
 EN0643* NAD 83(1993)-  34 51 54.90952(N)    100 13 26.62532(W)     ADJUSTED  
 EN0643* NAVD 88     -                                                        
 EN0643  ___________________________________________________________________
 EN0643  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 EN0643  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EN0643
 EN0643  HORZ ORDER  -  THIRD
 EN0643
 EN0643.The horizontal coordinates were established by classical geodetic methods
 EN0643.and adjusted by the National Geodetic Survey in February 1996..
 EN0643
 EN0643
 EN0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0643
 EN0643.The geoid height was determined by GEOID03.
 EN0643
 EN0643;                    North         East     Units Scale Factor Converg.
 EN0643;SPC TX N     - 1,096,741.902   316,660.367   MT  0.99995708   +0 44 22.0
 EN0643;SPC TX N     - 3,598,227.39  1,038,909.89   sFT  0.99995708   +0 44 22.0
 EN0643;UTM  14      - 3,858,783.520   388,116.491   MT  0.99975428   -0 41 59.3
 EN0643
 EN0643                          SUPERSEDED SURVEY CONTROL
 EN0643
 EN0643  NAD 83(1993)-  34 51 54.90961(N)    100 13 26.62505(W) AD(       ) 4
 EN0643  NAD 83(1986)-  34 51 54.91394(N)    100 13 26.61712(W) AD(       ) 4
 EN0643  NAD 27      -  34 51 54.71464(N)    100 13 25.20676(W) AD(       ) 3
 EN0643
 EN0643.Superseded values are not recommended for survey control.
 EN0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0643.See file dsdata.txt to determine how the superseded data were derived.
 EN0643
 EN0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8811658784(NAD 83)
 EN0643_MARKER: 42 = RADIO/TV MAST
 EN0643
 EN0643  HISTORY     - Date     Condition        Report By
 EN0643  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0643
 EN0643                          STATION DESCRIPTION
 EN0643
 EN0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0643'THE STATION IS THE CENTER OF THE TOP OF A 400 FOOT HIGH STEEL MAST,
 EN0643'LOCATED ABOUT 1 MILE NORTHWEST OF THE CENTER OF TOWN AND 0.1 MILE
 EN0643'WEST OF FARM ROAD 1035.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0722 ***********************************************************************
 DQ0722  DESIGNATION -  WELLMAN ET
 DQ0722  PID         -  DQ0722
 DQ0722  STATE/COUNTY-  TX/TERRY
 DQ0722  USGS QUAD   -  WELLMAN (1969)
 DQ0722
 DQ0722                         *CURRENT SURVEY CONTROL
 DQ0722  ___________________________________________________________________
 DQ0722* NAD 83(1993)-  33 02 54.52865(N)    102 25 42.85469(W)     ADJUSTED  
 DQ0722* NAVD 88     -      1019.9    (meters)    3346.     (feet)  VERTCON   
 DQ0722  ___________________________________________________________________
 DQ0722  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 DQ0722  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 DQ0722
 DQ0722  HORZ ORDER  -  SECOND
 DQ0722
 DQ0722.The horizontal coordinates were established by classical geodetic methods
 DQ0722.and adjusted by the National Geodetic Survey in February 1996..
 DQ0722
 DQ0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0722
 DQ0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0722
 DQ0722.The geoid height was determined by GEOID03.
 DQ0722
 DQ0722;                    North         East     Units Scale Factor Converg.
 DQ0722;SPC TXNC     - 2,160,088.173   233,195.598   MT  0.99987262   -2 08 33.4
 DQ0722;SPC TXNC     - 7,086,889.28    765,075.89   sFT  0.99987262   -2 08 33.4
 DQ0722;UTM  13      - 3,659,601.094   740,113.664   MT  1.00031093   +1 24 10.8
 DQ0722
 DQ0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0722!SPC TXNC     -   0.99984350  x   0.99987262  =   0.99971614
 DQ0722!UTM  13      -   0.99984350  x   1.00031093  =   1.00015439
 DQ0722
 DQ0722|---------------------------------------------------------------------|
 DQ0722| PID    Reference Object                     Distance      Geod. Az  |
 DQ0722|                                                           dddmmss.s |
 DQ0722| CJ9262 WELLMAN ET RM 1                      19.529 METERS 10524     |
 DQ0722| DQ0724 RAIL ET                             APPROX. 5.3 KM 2261256.5 |
 DQ0722| CJ9263 WELLMAN ET RM 2                      16.089 METERS 28524     |
 DQ0722|---------------------------------------------------------------------|
 DQ0722
 DQ0722                          SUPERSEDED SURVEY CONTROL
 DQ0722
 DQ0722  NAD 83(1986)-  33 02 54.53643(N)    102 25 42.84801(W) AD(       ) 2
 DQ0722  NAD 27      -  33 02 54.20054(N)    102 25 41.16626(W) AD(       ) 2
 DQ0722  NGVD 29 (07/19/86) 1019.6    (m)         3345.     (f) VERT ANG       
 DQ0722
 DQ0722.Superseded values are not recommended for survey control.
 DQ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0722.See file dsdata.txt to determine how the superseded data were derived.
 DQ0722
 DQ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4011459601(NAD 83)
 DQ0722_MARKER: DD = SURVEY DISK
 DQ0722_SETTING: 0 = UNSPECIFIED SETTING
 DQ0722
 DQ0722  HISTORY     - Date     Condition        Report By
 DQ0722  HISTORY     - 1968     MONUMENTED       USGS
 DQ0722  HISTORY     - 1984     GOOD             USPSQD
 DQ0722
 DQ0722                          STATION DESCRIPTION
 DQ0722
 DQ0722'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0722'STATION IS LOCATED NORTH 44 DEG EAST ABOUT 10.5 MILES AIRLINE FROM
 DQ0722'SEAGRAVES, TEXAS, IN WELLMAN, TEXAS, IN THE MEDIAN STRIP OF
 DQ0722'U.S. HIGHWAY 62-385, AT THE INTERSECTION OF U.S. HIGHWAYS 62-385
 DQ0722'AND TEXAS FM 213.
 DQ0722'
 DQ0722'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62-385 AND STATE
 DQ0722'HIGHWAY 83 IN SEAGRAVES GO 10.5 MILES NORTHEAST ON U.S. HIGHWAYS
 DQ0722'62-385 TO JUNCTION WITH TEXAS FM 213 AND THE STATION ON THE
 DQ0722'LEFT.  THE STATION IS 6.0 FEET SOUTHWEST OF A USGS WITNESS SIGN
 DQ0722'MOUNTED ON A METAL POST.
 DQ0722'
 DQ0722'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DQ0722'DRIVEN TO A DEPTH OF 10 FEET CENTERED IN AN ORANGEBURG TILE, 6
 DQ0722'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 DQ0722'IS FLUSH WITH THE GROUND AND IS STAMPED WELLMAN ET 1968.
 DQ0722'
 DQ0722'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 DQ0722'CEMENTED IN THE SOUTHEAST CURB OF THE NORTHEAST BOUND LANE OF
 DQ0722'U.S. HIGHWAYS 62-385.  THE TABLET IS FLUSH WITH THE CURB AND IS
 DQ0722'STAMPED WELLMAN ET 1968 - 1.
 DQ0722'
 DQ0722'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CEMENTED
 DQ0722'IN THE NORTHWEST CURB OF THE SOUTHWEST BOUND LANE OF U.S. HIGHWAYS
 DQ0722'62-385.  THE TABLET IS FLUSH WITH THE CURB AND IS STAMPED
 DQ0722'WELLMAN ET 1968 - 2.
 DQ0722'
 DQ0722'STATION RAIL ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE
 DQ0722'AS THE AZIMUTH MARK.
 DQ0722
 DQ0722                          STATION RECOVERY (1984)
 DQ0722
 DQ0722'RECOVERY NOTE BY US POWER SQUADRON 1984 (TKF)
 DQ0722'WELLMAN ET 1968
 DQ0722'STATION MARK GOOD CONDITION.
 DQ0722'REF. MARKS 1 AND 2, GOOD CONDITION.
 DQ0722'AZIMUTH MARK, RAIL ET, GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0723 ***********************************************************************
 DQ0723  DESIGNATION -  WELLMAN WATER TANK
 DQ0723  PID         -  DQ0723
 DQ0723  STATE/COUNTY-  TX/TERRY
 DQ0723  USGS QUAD   -  WELLMAN (1969)
 DQ0723
 DQ0723                         *CURRENT SURVEY CONTROL
 DQ0723  ___________________________________________________________________
 DQ0723* NAD 83(1993)-  33 02 45.50431(N)    102 25 54.68933(W)     ADJUSTED  
 DQ0723* NAVD 88     -                                                        
 DQ0723  ___________________________________________________________________
 DQ0723  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 DQ0723  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DQ0723
 DQ0723  HORZ ORDER  -  THIRD
 DQ0723
 DQ0723.The horizontal coordinates were established by classical geodetic methods
 DQ0723.and adjusted by the National Geodetic Survey in February 1996..
 DQ0723
 DQ0723
 DQ0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0723
 DQ0723.The geoid height was determined by GEOID03.
 DQ0723
 DQ0723;                    North         East     Units Scale Factor Converg.
 DQ0723;SPC TXNC     - 2,159,821.873   232,878.400   MT  0.99987263   -2 08 39.9
 DQ0723;SPC TXNC     - 7,086,015.60    764,035.22   sFT  0.99987263   -2 08 39.9
 DQ0723;UTM  13      - 3,659,315.563   739,813.411   MT  1.00030915   +1 24 04.0
 DQ0723
 DQ0723                          SUPERSEDED SURVEY CONTROL
 DQ0723
 DQ0723  NAD 83(1986)-  33 02 45.51282(N)    102 25 54.68181(W) AD(       ) 4
 DQ0723  NAD 27      -  33 02 45.18515(N)    102 25 52.99315(W) AD(       ) 3
 DQ0723
 DQ0723.Superseded values are not recommended for survey control.
 DQ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0723.See file dsdata.txt to determine how the superseded data were derived.
 DQ0723
 DQ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS3981359316(NAD 83)
 DQ0723_MARKER: 53 = ELEVATED TANK
 DQ0723
 DQ0723  HISTORY     - Date     Condition        Report By
 DQ0723  HISTORY     - 1968     FIRST OBSERVED   USGS
 DQ0723
 DQ0723                          STATION DESCRIPTION
 DQ0723
 DQ0723'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0723'THE STATION IS LOCATED 0.3 MILE SOUTHWEST OF THE JUNCTION OF
 DQ0723'U.S. HIGHWAY 62 AND FARM TO MARKET ROAD 213 IN WELLMAN,
 DQ0723'TEXAS.  THE STATION IS 85 FEET NORTHWEST NORMAL FROM THE MEDIAN
 DQ0723'OF U.S. HIGHWAY 62 AND 103 FEET SOUTH OF EAST-WEST STREET.
 DQ0723'
 DQ0723'STATION MARK--A 100 FOOT HIGH SPHERICAL WATER TANK PAINTED
 DQ0723'ALUMINUM.  POINT SIGHTED WAS CENTERLINE OF STANDPIPE (NO FINIAL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0758 ***********************************************************************
 AO0758  DESIGNATION -  WELLS
 AO0758  PID         -  AO0758
 AO0758  STATE/COUNTY-  TX/DIMMIT
 AO0758  USGS QUAD   -  BIG WELLS (1972)
 AO0758
 AO0758                         *CURRENT SURVEY CONTROL
 AO0758  ___________________________________________________________________
 AO0758* NAD 83(1993)-  28 34 53.33222(N)    099 37 14.31231(W)     ADJUSTED  
 AO0758* NAVD 88     -       176.7    (meters)     580.     (feet)  VERTCON   
 AO0758  ___________________________________________________________________
 AO0758  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AO0758  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AO0758
 AO0758  HORZ ORDER  -  FIRST
 AO0758
 AO0758.The horizontal coordinates were established by classical geodetic methods
 AO0758.and adjusted by the National Geodetic Survey in February 1996..
 AO0758
 AO0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0758
 AO0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0758
 AO0758.The geoid height was determined by GEOID03.
 AO0758
 AO0758;                    North         East     Units Scale Factor Converg.
 AO0758;SPC TXSC     - 4,083,078.098   539,286.682   MT  0.99994903   -0 18 14.6
 AO0758;SPC TXSC     -13,395,898.73  1,769,309.72   sFT  0.99994903   -0 18 14.6
 AO0758;UTM  14      - 3,161,776.023   439,306.940   MT  0.99964546   -0 17 48.9
 AO0758
 AO0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0758!SPC TXSC     -   0.99997602  x   0.99994903  =   0.99992505
 AO0758!UTM  14      -   0.99997602  x   0.99964546  =   0.99962148
 AO0758
 AO0758:                Primary Azimuth Mark                     Grid Az
 AO0758:SPC TXSC     -  BIG WELLS MUN TANK                       098 01 36.1
 AO0758:UTM  14      -  BIG WELLS MUN TANK                       098 01 10.4
 AO0758
 AO0758|---------------------------------------------------------------------|
 AO0758| PID    Reference Object                     Distance      Geod. Az  |
 AO0758|                                                           dddmmss.s |
 AO0758| AO0757 BIG WELLS MUN TANK                  APPROX. 4.9 KM 0974321.5 |
 AO0758| CV5773 WELLS AZ MK                                        1543744.7 |
 AO0758| CV5774 WELLS RM 1                           18.908 METERS 22953     |
 AO0758| AO0759 BRUNDAGE CABLE VISION MAST          APPROX.11.4 KM 2600151.5 |
 AO0758| CV5775 WELLS RM 2                           19.761 METERS 30825     |
 AO0758|---------------------------------------------------------------------|
 AO0758
 AO0758                          SUPERSEDED SURVEY CONTROL
 AO0758
 AO0758  NAD 83(1986)-  28 34 53.32965(N)    099 37 14.29011(W) AD(       ) 1
 AO0758  NAD 27      -  28 34 52.39246(N)    099 37 13.11596(W) AD(       ) 1
 AO0758  NGVD 29 (07/19/86)  176.6    (m)          579.     (f) VERT ANG       
 AO0758
 AO0758.Superseded values are not recommended for survey control.
 AO0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0758.See file dsdata.txt to determine how the superseded data were derived.
 AO0758
 AO0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS3930761776(NAD 83)
 AO0758_MARKER: DS = TRIANGULATION STATION DISK
 AO0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0758+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 AO0758
 AO0758  HISTORY     - Date     Condition        Report By
 AO0758  HISTORY     - 1971     MONUMENTED       NGS
 AO0758  HISTORY     - 20041202 GOOD             INDIV
 AO0758
 AO0758                          STATION DESCRIPTION
 AO0758
 AO0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0758'THE STATION IS ABOUT 3 MILES WEST AND 1/2 MILE NORTH OF BIG WELLS,
 AO0758'3 MILES EAST AND 1/2 MILE NORTH OF BRUNDAGE AND 1/2 MILE NORTH OF
 AO0758'STATE HIGHWAY 85, ON THE EAST SIDE OF A GRAVELED ROAD AND ON
 AO0758'PROPERTY OWNED BY CLINT BRACHER, 921 CHERRY STREET, UVALDE, TEXAS,
 AO0758'PHONE NUMBER 278-5392.
 AO0758'
 AO0758'TO REACH THE STATION FROM THE POST OFFICE IN BIG WELLS, GO WEST ON
 AO0758'STATE HIGHWAY 85 FOR 2.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AO0758'CONTINUE WEST ON HIGHWAY 85 FOR 0.2 MILE TO A GRAVELED CROSSROAD.
 AO0758'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.5 MILE TO THE
 AO0758'STATION ON THE RIGHT.
 AO0758'
 AO0758'STATION MARKS ARE STANDARD DISKS, STAMPED WELLS 1971.  THE SURFACE
 AO0758'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0758'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 42.7 FEET SOUTHWEST
 AO0758'OF AN OIL STORAGE TANK, 32.0 FEET EAST OF THE CENTER OF THE
 AO0758'GRAVELED ROAD AND 4.6 FEET SOUTH OF A WITNESS POST.  THE
 AO0758'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 AO0758'BELOW THE GROUND SURFACE.
 AO0758'
 AO0758'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WELLS NO 1 1971, SET IN
 AO0758'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AO0758'INCHES ABOVE THE GROUND.  IT IS 56.0 FEET SOUTHWEST OF THE WITNESS
 AO0758'POST, 16.5 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 1.4 FEET
 AO0758'EAST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0758'
 AO0758'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WELLS NO 2 1971, SET IN
 AO0758'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 AO0758'INCHES ABOVE THE GROUND.  IT IS 64.0 FEET NORTHWEST OF THE WITNESS
 AO0758'POST, 18.0 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 0.9 FOOT
 AO0758'EAST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0758'
 AO0758'AZIMUTH MARK IS A STANDARD DISK, STAMPED WELLS 1971, SET IN THE TOP
 AO0758'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5 INCHES
 AO0758'ABOVE THE GROUND.  IT IS 79.0 FEET NORTH OF THE CENTER OF STATE
 AO0758'HIGHWAY 85, 4.9 FEET EAST OF A TELEPHONE LINE POLE, 1.3 FEET WEST
 AO0758'OF A WITNESS POST AND 0.6 FOOT SOUTH OF A FENCE.
 AO0758'
 AO0758'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 AO0758
 AO0758                          STATION RECOVERY (2004)
 AO0758
 AO0758'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AO0758'DISTANCE TO THE AZ MK MEASURED WITH GPS (3018.42' GRID). THE POWER
 AO0758'POLE NEAR THE AZ MK IS NO LONGER THERE. THE STATION HAS ELECTRIC POWER
 AO0758'LINES OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1149 ***********************************************************************
 CA1149  DESIGNATION -  WELLS
 CA1149  PID         -  CA1149
 CA1149  STATE/COUNTY-  TX/CONCHO
 CA1149  USGS QUAD   -  MILLERSVIEW NW (1987)
 CA1149
 CA1149                         *CURRENT SURVEY CONTROL
 CA1149  ___________________________________________________________________
 CA1149* NAD 83(1993)-  31 23 31.32937(N)    099 52 57.02225(W)     ADJUSTED  
 CA1149* NAVD 88     -       550.3    (meters)    1805.     (feet)  VERTCON   
 CA1149  ___________________________________________________________________
 CA1149  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CA1149  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CA1149
 CA1149  HORZ ORDER  -  SECOND
 CA1149
 CA1149.The horizontal coordinates were established by classical geodetic methods
 CA1149.and adjusted by the National Geodetic Survey in February 1996..
 CA1149
 CA1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1149
 CA1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1149
 CA1149.The geoid height was determined by GEOID03.
 CA1149
 CA1149;                    North         East     Units Scale Factor Converg.
 CA1149;SPC TX C     - 3,191,354.806   742,874.570   MT  0.99990490   +0 13 55.9
 CA1149;SPC TX C     -10,470,303.23  2,437,247.65   sFT  0.99990490   +0 13 55.9
 CA1149;UTM  14      - 3,473,387.288   416,095.719   MT  0.99968683   -0 27 35.0
 CA1149
 CA1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1149!SPC TX C     -   0.99991742  x   0.99990490  =   0.99982233
 CA1149!UTM  14      -   0.99991742  x   0.99968683  =   0.99960428
 CA1149
 CA1149:                Primary Azimuth Mark                     Grid Az
 CA1149:SPC TX C     -  POO                                      161 24 11.8
 CA1149:UTM  14      -  POO                                      162 05 42.7
 CA1149
 CA1149|---------------------------------------------------------------------|
 CA1149| PID    Reference Object                     Distance      Geod. Az  |
 CA1149|                                                           dddmmss.s |
 CA1149| CA1143 POO                                 APPROX. 3.7 KM 1613807.7 |
 CA1149| CV5776 WELLS RM 1                           28.820 METERS 25132     |
 CA1149| CV5777 WELLS RM 2                           27.647 METERS 34021     |
 CA1149|---------------------------------------------------------------------|
 CA1149
 CA1149                          SUPERSEDED SURVEY CONTROL
 CA1149
 CA1149  NAD 83(1986)-  31 23 31.33648(N)    099 52 57.00792(W) AD(       ) 2
 CA1149  NAD 27      -  31 23 30.75885(N)    099 52 55.73738(W) AD(       ) 2
 CA1149  NGVD 29 (07/19/86)  550.2    (m)         1805.     (f) VERT ANG       
 CA1149
 CA1149.Superseded values are not recommended for survey control.
 CA1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1149.See file dsdata.txt to determine how the superseded data were derived.
 CA1149
 CA1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1609673387(NAD 83)
 CA1149_MARKER: DD = SURVEY DISK
 CA1149_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1149+WITH SETTING: INFORMATION.
 CA1149_SP_SET: PREFABRICATED CONCRETE POST
 CA1149
 CA1149  HISTORY     - Date     Condition        Report By
 CA1149  HISTORY     - 1967     MONUMENTED       USGS
 CA1149  HISTORY     - 19991231 GOOD             USPSQD
 CA1149
 CA1149                          STATION DESCRIPTION
 CA1149
 CA1149'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JW)
 CA1149'THE STATION IS LOCATED ABOUT 12.3 MILES NORTH AND 2.6 MILES
 CA1149'WEST OF EDEN, ABOUT 7.5 MILES WEST AND 1.1 MILES SOUTH OF
 CA1149'MILLERSVIEW VILLAGE, 0.4 MILE NORTH OF INTERSECTION OF U.S.
 CA1149'HIGHWAY 83 AND FARM ROAD 765, 46 FEET EAST OF CENTER LINE
 CA1149'OF U.S. HIGHWAY 83, 3 FEET WEST OF EAST RIGHT-OF-WAY FENCE
 CA1149'AND THE WITNESS POST.
 CA1149'
 CA1149'TO REACH FROM EDEN, FOLLOW NORTH ALONG U.S. HIGHWAY 83 ABOUT
 CA1149'12.9 MILES TO THE INTERSECTION OF U.S. HIGHWAY 83 AND FARM
 CA1149'ROAD 765.  CONTINUE NORTH ALONG U.S. HIGHWAY 83, 0.4 MILE
 CA1149'TO THE STATION SITE ON THE RIGHT.
 CA1149'
 CA1149'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1149'STEEL ROD DRIVEN TO REFUSAL (4.0 FEET) CENTERED IN A 6 INCH
 CA1149'DIAMETER PLASTIC CASE 12 INCHES LONG, FILLED WITH CONCRETE.
 CA1149'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED WELLS ET 1967.
 CA1149'
 CA1149'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1149'CRIMPED TO A COPPER COATED STEEL ROD, DRIVEN TO REFUSAL
 CA1149'(6.5 FEET) CENTERED IN A 6 INCH DIAMETER PLASTIC CASING
 CA1149'12 INCHES LONG, FILLED WITH CONCRETE.  THE TABLET IS SET
 CA1149'FLUSH WITH GROUND AND STAMPED NO 1 WELLS ET 1967.
 CA1149'
 CA1149'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1149'CRIMPED TO A COPPER COATED STEEL ROD, DRIVEN TO REFUSAL
 CA1149'(4.0 FEET) CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12
 CA1149'INCHES LONG, FILLED WITH CONCRETE.  THE TABLET IS SET FLUSH
 CA1149'WITH GROUND AND STAMPED NO. 2 WELLS ET 1967.
 CA1149'
 CA1149'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 129.68 FEET
 CA1149'(39.524 METERS).
 CA1149'
 CA1149'STATION POO ET, 2.3 MILES SOUTH-SOUTHEAST, AND HOG ET, 2.6
 CA1149'MILES WEST-NORTHWEST, ARE VISIBLE FROM THE GROUND AND MAY
 CA1149'BE USED AS THE AZIMUTHS.
 CA1149
 CA1149                          STATION RECOVERY (1999)
 CA1149
 CA1149'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0646 ***********************************************************************
 DP0646  DESIGNATION -  WELLS ET
 DP0646  PID         -  DP0646
 DP0646  STATE/COUNTY-  TX/LYNN
 DP0646  USGS QUAD   -  TAHOKA SW (1969)
 DP0646
 DP0646                         *CURRENT SURVEY CONTROL
 DP0646  ___________________________________________________________________
 DP0646* NAD 83(1993)-  33 00 16.83941(N)    101 55 46.11246(W)     ADJUSTED  
 DP0646* NAVD 88     -       947.1    (meters)    3107.     (feet)  VERTCON   
 DP0646  ___________________________________________________________________
 DP0646  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 DP0646  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 DP0646
 DP0646  HORZ ORDER  -  SECOND
 DP0646
 DP0646.The horizontal coordinates were established by classical geodetic methods
 DP0646.and adjusted by the National Geodetic Survey in February 1996..
 DP0646
 DP0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0646
 DP0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0646
 DP0646.The geoid height was determined by GEOID03.
 DP0646
 DP0646;                    North         East     Units Scale Factor Converg.
 DP0646;SPC TXNC     - 2,153,601.475   279,619.012   MT  0.99987296   -1 52 13.5
 DP0646;SPC TXNC     - 7,065,607.51    917,383.38   sFT  0.99987296   -1 52 13.5
 DP0646;UTM  14      - 3,655,618.758   226,306.174   MT  1.00052372   -1 35 48.1
 DP0646;UTM  13      - 3,655,995.092   786,876.706   MT  1.00061486   +1 40 25.2
 DP0646
 DP0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0646!SPC TXNC     -   0.99985513  x   0.99987296  =   0.99972810
 DP0646!UTM  14      -   0.99985513  x   1.00052372  =   1.00037877
 DP0646!UTM  13      -   0.99985513  x   1.00061486  =   1.00046990
 DP0646
 DP0646:                Primary Azimuth Mark                     Grid Az
 DP0646:SPC TXNC     -  EXTRA ET                                 001 53 21.9
 DP0646:UTM  14      -  EXTRA ET                                 001 36 56.5
 DP0646:UTM  13      -  EXTRA ET                                 358 20 43.2
 DP0646
 DP0646|---------------------------------------------------------------------|
 DP0646| PID    Reference Object                     Distance      Geod. Az  |
 DP0646|                                                           dddmmss.s |
 DP0646| DP0645 EXTRA ET                            APPROX. 9.9 KM 0000108.4 |
 DP0646| CJ9264 WELLS ET RM 1                        36.780 METERS 01923     |
 DP0646| CJ9265 WELLS ET RM 2                        12.928 METERS 10648     |
 DP0646| CU1174 LYNN ET                             APPROX. 4.7 KM 1802626.0 |
 DP0646|---------------------------------------------------------------------|
 DP0646
 DP0646                          SUPERSEDED SURVEY CONTROL
 DP0646
 DP0646  NAD 83(1986)-  33 00 16.84760(N)    101 55 46.10447(W) AD(       ) 2
 DP0646  NAD 27      -  33 00 16.50583(N)    101 55 44.52817(W) AD(       ) 2
 DP0646  NGVD 29 (07/19/86)  946.7    (m)         3106.     (f) VERT ANG       
 DP0646
 DP0646.Superseded values are not recommended for survey control.
 DP0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0646.See file dsdata.txt to determine how the superseded data were derived.
 DP0646
 DP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2630655619(NAD 83)
 DP0646_MARKER: DD = SURVEY DISK
 DP0646_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP0646+WITH SETTING: INFORMATION.
 DP0646_SP_SET: PREFABRICATED CONCRETE POST
 DP0646
 DP0646  HISTORY     - Date     Condition        Report By
 DP0646  HISTORY     - 1968     MONUMENTED       USGS
 DP0646  HISTORY     - 1984     GOOD             USPSQD
 DP0646
 DP0646                          STATION DESCRIPTION
 DP0646
 DP0646'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DP0646'THE STATION IS LOCATED NORTH 64 DEG WEST ABOUT 6.3 MILES AIRLINE
 DP0646'FROM O DONNELL, TEXAS, IN THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 DP0646'GRADED ROAD, 1.2 MILES SOUTH OF WELLS, TEXAS.
 DP0646'
 DP0646'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM-TO-MARKET
 DP0646'ROAD 2053 AT THE NORTH EDGE OF O DONNELL, GO 4.4 MILES WEST ON
 DP0646'FARM-TO-MARKET ROAD 2053 TO JUNCTION OF AN UNNUMBERED SURFACE
 DP0646'ROAD, KEEP RIGHT AND GO 2.1 MILES NORTH ON THE SURFACED ROAD TO
 DP0646'X-RDS. TURN LEFT AND GO 1.0 MILE WEST ON GRADED ROAD TO X-RDS.,
 DP0646'TURN LEFT AND GO 0.2 MILE SOUTH ON GRADED ROAD TO THE STATION
 DP0646'SITE ON THE RIGHT.  THE STATION IS 22 FEET WEST OF THE ROAD AND
 DP0646'3.3 FEET EAST OF A POWERPOLE.  THE STATION IS 3.2 FEET SOUTHWEST
 DP0646'OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 DP0646'
 DP0646'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DP0646'DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 DP0646'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 DP0646'IS FLUSH WITH THE GROUND AND IS STAMPED WELLS ET 1968.
 DP0646'
 DP0646'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 2 FEET WEST OF A
 DP0646'POWERPOLE AND 17.5 FEET EAST OF ROAD.  A USGS BRONZE REFERENCE
 DP0646'MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH
 DP0646'OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 DP0646'DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH
 DP0646'WITH THE GROUND AND IS STAMPED WELLS ET 1968 - 1.
 DP0646'
 DP0646'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 18.5 FEET EAST OF THE
 DP0646'ROAD AND 2 FEET WEST OF A USGS WITNESS SIGN.  A USGS BRONZE
 DP0646'REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A
 DP0646'DEPTH OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 DP0646'DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH
 DP0646'WITH THE GROUND AND IS STAMPED WELLS ET 1968 - 2.
 DP0646'
 DP0646'THE DISTANCE BETWEEN REFERENCE MARKS IS 126.09 FEET (38.432
 DP0646'METERS).
 DP0646'
 DP0646'STATION LYNN ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE
 DP0646'AS THE AZIMUTH MARK.
 DP0646
 DP0646                          STATION RECOVERY (1984)
 DP0646
 DP0646'RECOVERY NOTE BY US POWER SQUADRON 1984 (TKF)
 DP0646'WELLS ET 1968 STATION MARK - GOOD CONDITION.
 DP0646'REF. MARKS 1 AND 2 DESTROYED.
 DP0646'AZIMUTH MARK, ODONNELL GTE TOWER - OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2671 ***********************************************************************
 BY2671  DESIGNATION -  WELLS MUNICIPAL TANK
 BY2671  PID         -  BY2671
 BY2671  STATE/COUNTY-  TX/CHEROKEE
 BY2671  USGS QUAD   -  WELLS (1980)
 BY2671
 BY2671                         *CURRENT SURVEY CONTROL
 BY2671  ___________________________________________________________________
 BY2671* NAD 83(1993)-  31 29 18.97197(N)    094 56 29.27681(W)     ADJUSTED  
 BY2671* NAVD 88     -                                                        
 BY2671  ___________________________________________________________________
 BY2671  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BY2671  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY2671
 BY2671  HORZ ORDER  -  THIRD
 BY2671
 BY2671.The horizontal coordinates were established by classical geodetic methods
 BY2671.and adjusted by the National Geodetic Survey in February 1996..
 BY2671
 BY2671
 BY2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2671
 BY2671.The geoid height was determined by GEOID03.
 BY2671
 BY2671;                    North         East     Units Scale Factor Converg.
 BY2671;SPC TX C     - 3,214,386.286 1,212,059.381   MT  0.99991778   +2 46 37.7
 BY2671;SPC TX C     -10,545,865.67  3,976,564.82   sFT  0.99991778   +2 46 37.7
 BY2671;UTM  15      - 3,485,385.831   315,591.505   MT  1.00001945   -1 00 51.7
 BY2671
 BY2671                          SUPERSEDED SURVEY CONTROL
 BY2671
 BY2671  NAD 83(1986)-  31 29 18.98272(N)    094 56 29.26279(W) AD(       ) 4
 BY2671  NAD 27      -  31 29 18.34000(N)    094 56 28.47000(W) AD(       ) 3
 BY2671
 BY2671.Superseded values are not recommended for survey control.
 BY2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2671.See file dsdata.txt to determine how the superseded data were derived.
 BY2671
 BY2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1559285386(NAD 83)
 BY2671_MARKER: 53 = ELEVATED TANK
 BY2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2671+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY2671
 BY2671  HISTORY     - Date     Condition        Report By
 BY2671  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2671  HISTORY     - 20040712 GOOD             USPSQD
 BY2671  HISTORY     - 20050710 GOOD             USPSQD
 BY2671
 BY2671                          STATION DESCRIPTION
 BY2671
 BY2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2671'THE STATION IS LOCATED IN THE TOWN OF WELLS, 135 FEET WEST
 BY2671'OF THE CENTER OF U.S. HIGHWAY NO. 69 AND 80 FEET EAST OF
 BY2671'THE NORTHEAST CORNER OF THE DEPOT.
 BY2671'
 BY2671'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL
 BY2671'ROOF WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR
 BY2671'LEGGED STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT
 BY2671'100 FEET.
 BY2671'
 BY2671'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 BY2671
 BY2671                          STATION RECOVERY (2004)
 BY2671
 BY2671'RECOVERY NOTE BY US POWER SQUADRON 2004
 BY2671'RECOVERED AS DESCRIBED.
 BY2671
 BY2671                          STATION RECOVERY (2005)
 BY2671
 BY2671'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY2671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1135 ***********************************************************************
 CR1135  DESIGNATION -  WELLS RESET
 CR1135  PID         -  CR1135
 CR1135  STATE/COUNTY-  TX/PANOLA
 CR1135  USGS QUAD   -  HARRIS CHAPEL (1983)
 CR1135
 CR1135                         *CURRENT SURVEY CONTROL
 CR1135  ___________________________________________________________________
 CR1135* NAD 83(1993)-  32 20 16.11390(N)    094 28 47.69643(W)     ADJUSTED  
 CR1135* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 CR1135  ___________________________________________________________________
 CR1135  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 CR1135  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR1135
 CR1135  HORZ ORDER  -  SECOND
 CR1135
 CR1135.The horizontal coordinates were established by classical geodetic methods
 CR1135.and adjusted by the National Geodetic Survey in February 1996..
 CR1135
 CR1135.The orthometric height was scaled from a topographic map.
 CR1135
 CR1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1135
 CR1135.The geoid height was determined by GEOID03.
 CR1135
 CR1135;                    North         East     Units Scale Factor Converg.
 CR1135;SPC TXNC     - 2,081,664.428   978,359.631   MT  0.99994965   +2 11 33.1
 CR1135;SPC TXNC     - 6,829,594.04  3,209,834.89   sFT  0.99994965   +2 11 33.1
 CR1135;UTM  15      - 3,578,842.608   360,722.317   MT  0.99983921   -0 47 30.3
 CR1135
 CR1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1135!SPC TXNC     -   0.99998561  x   0.99994965  =   0.99993526
 CR1135!UTM  15      -   0.99998561  x   0.99983921  =   0.99982482
 CR1135
 CR1135:                Primary Azimuth Mark                     Grid Az
 CR1135:SPC TXNC     -  WELLS AZ MK                              032 20 56.3
 CR1135:UTM  15      -  WELLS AZ MK                              035 19 59.7
 CR1135
 CR1135|---------------------------------------------------------------------|
 CR1135| PID    Reference Object                     Distance      Geod. Az  |
 CR1135|                                                           dddmmss.s |
 CR1135| CX7360 WELLS AZ MK                                        0343229.4 |
 CR1135| CR1134 BECKVILLE LOOKOUT TOWER             APPROX. 5.9 KM 1413426.7 |
 CR1135| CX7361 WELLS RM 1                           43.614 METERS 21004     |
 CR1135| CR1139 TATUM MUNICIPAL TANK                APPROX. 4.0 KM 2300141.3 |
 CR1135| CX7362 WELLS RM 2                           42.787 METERS 29354     |
 CR1135|---------------------------------------------------------------------|
 CR1135
 CR1135                          SUPERSEDED SURVEY CONTROL
 CR1135
 CR1135  NAD 83(1986)-  32 20 16.12255(N)    094 28 47.68570(W) AD(       ) 2
 CR1135  NAD 27      -  32 20 15.56140(N)    094 28 46.96320(W) AD(       ) 2
 CR1135
 CR1135.Superseded values are not recommended for survey control.
 CR1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1135.See file dsdata.txt to determine how the superseded data were derived.
 CR1135
 CR1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR6072278843(NAD 83)
 CR1135_MARKER: DS = TRIANGULATION STATION DISK
 CR1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1135
 CR1135  HISTORY     - Date     Condition        Report By
 CR1135  HISTORY     - 1974     MONUMENTED       NGS
 CR1135  HISTORY     - 19980221 GOOD             USPSQD
 CR1135
 CR1135                          STATION DESCRIPTION
 CR1135
 CR1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CR1135'THE STATION SURFACE MARK WAS FOUND TO HAVE BEEN HIT BY HEAVY
 CR1135'MACHINERY AND WAS TILTED.  THE STATION SUB-SURFACE MARK, REFERENCE
 CR1135'MARKS 1 AND 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 CR1135'THE STATION SURFACE MARK WAS RE-ESTABLISHED AT THIS TIME.
 CR1135'
 CR1135'THE DIRECTION TO THE REFERENCE MARKS WERE VERIFIED, BUT A
 CR1135'DIFFERENCE WAS FOUND IN THE DISTANCE TO THE MARKS.  THE AZIMUTH
 CR1135'MARK LINE OF SIGHT IS NOW BLOCKED BY TREES ON LINE FROM THE
 CR1135'STATION.
 CR1135'
 CR1135'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CR1135'
 CR1135'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF TATUM, 2-1/2
 CR1135'MILES SOUTHWEST OF THE SABINE RIVER BRIDGE AND ON THE EAST
 CR1135'RIGHT-OF-WAY OF STATE HIGHWAY 43.
 CR1135'
 CR1135'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 43
 CR1135'AND 149, IN TATUM, GO NORTHEAST ON STATE HIGHWAY 43 FOR 2.5 MILES
 CR1135'TO STATION ON THE RIGHT.  CONTINUE NORTH EAST ON STATE HIGHWAY 43
 CR1135'FOR 0.45 MILE TO AZIMUTH MARK ON THE RIGHT.
 CR1135'
 CR1135'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CR1135'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED WELLS
 CR1135'1958 1974.  IT IS 64 FEET EAST OF THE CENTER-LINE OF HIGHWAY, 52
 CR1135'FEET NORTH OF THE CENTER OF SURFACE DRIVE-WAY LEADING TO FARM
 CR1135'HOUSE, 19 FEET NORTHWEST OF A TELEPHONE POLE, 12 FEET
 CR1135'WEST-SOUTHWEST OF THE SOUTH END OF IRON GATE AND 2 FEET NORTH OF A
 CR1135'METAL WITNESS POST.
 CR1135'
 CR1135'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CR1135'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED WELLS NO
 CR1135'1 1958.  IT IS 93 FEET SOUTH OF THE CENTER OF SURFACE ROAD, LEADING
 CR1135'TO FARM-HOUSE, 75 FEET EAST OF THE CENTER-LINE OF HIGHWAY, 37 FEET
 CR1135'SOUTH OF A FENCE-CORNER AND 1-FOOT WEST OF FENCE-LINE.
 CR1135'
 CR1135'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CR1135'CONCRETE POST, THAT PROJECTS 6-INCHES AND IS STAMPED WELLS NO 2
 CR1135'1958.  IT IS 75 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 19 FEET
 CR1135'NORTH OF A 8-INCH PINE TREE AND 8 FEET NORTH OF THE CENTER OF
 CR1135'TRACK ROAD.
 CR1135'
 CR1135'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CR1135'POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED WELLS 1958.
 CR1135'IT IS 75 FEET EAST OF THE CENTER-LINE OF HIGHWAY, AND 1 FOOT WEST
 CR1135'OF THE FENCE-LINE.
 CR1135'
 CR1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--TATUM 3-MILES NE.
 CR1135
 CR1135                          STATION RECOVERY (1998)
 CR1135
 CR1135'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0758 ***********************************************************************
 BN0758  DESIGNATION -  WENDEL
 BN0758  PID         -  BN0758
 BN0758  STATE/COUNTY-  TX/KIMBLE
 BN0758  USGS QUAD   -  HARPER WEST (1974)
 BN0758
 BN0758                         *CURRENT SURVEY CONTROL
 BN0758  ___________________________________________________________________
 BN0758* NAD 83(1993)-  30 21 25.77223(N)    099 18 38.32802(W)     ADJUSTED  
 BN0758* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 BN0758  ___________________________________________________________________
 BN0758  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BN0758  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 BN0758
 BN0758  HORZ ORDER  -  FIRST
 BN0758
 BN0758.The horizontal coordinates were established by classical geodetic methods
 BN0758.and adjusted by the National Geodetic Survey in February 1996..
 BN0758
 BN0758.The orthometric height was scaled from a topographic map.
 BN0758
 BN0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0758
 BN0758.The geoid height was determined by GEOID03.
 BN0758
 BN0758;                    North         East     Units Scale Factor Converg.
 BN0758;SPC TX C     - 3,076,997.542   798,313.132   MT  0.99994450   +0 31 36.3
 BN0758;SPC TX C     -10,095,116.10  2,619,132.33   sFT  0.99994450   +0 31 36.3
 BN0758;SPC TXSC     - 4,279,760.642   570,134.143   MT  1.00002216   -0 09 07.9
 BN0758;SPC TXSC     -14,041,181.37  1,870,515.10   sFT  1.00002216   -0 09 07.9
 BN0758;UTM  14      - 3,358,403.436   470,146.644   MT  0.99961099   -0 09 25.2
 BN0758
 BN0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0758!SPC TX C     -   0.99989803  x   0.99994450  =   0.99984253
 BN0758!SPC TXSC     -   0.99989803  x   1.00002216  =   0.99992018
 BN0758!UTM  14      -   0.99989803  x   0.99961099  =   0.99950906
 BN0758
 BN0758:                Primary Azimuth Mark                     Grid Az
 BN0758:SPC TX C     -  WENDEL AZ MK                             043 25 34.1
 BN0758:SPC TXSC     -  WENDEL AZ MK                             044 06 18.3
 BN0758:UTM  14      -  WENDEL AZ MK                             044 06 35.6
 BN0758
 BN0758|---------------------------------------------------------------------|
 BN0758| PID    Reference Object                     Distance      Geod. Az  |
 BN0758|                                                           dddmmss.s |
 BN0758| CV5778 WENDEL AZ MK                                       0435710.4 |
 BN0758| CV5779 WENDEL RM 1                          37.354 METERS 12714     |
 BN0758| CV5780 WENDEL RM 2                          34.833 METERS 19142     |
 BN0758|---------------------------------------------------------------------|
 BN0758
 BN0758                          SUPERSEDED SURVEY CONTROL
 BN0758
 BN0758  NAD 83(1986)-  30 21 25.78083(N)    099 18 38.31610(W) AD(       ) 1
 BN0758  NAD 27      -  30 21 25.08200(N)    099 18 37.13800(W) AD(       ) 1
 BN0758
 BN0758.Superseded values are not recommended for survey control.
 BN0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0758.See file dsdata.txt to determine how the superseded data were derived.
 BN0758
 BN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU7014758403(NAD 83)
 BN0758_MARKER: DS = TRIANGULATION STATION DISK
 BN0758_SETTING: 80 = SET IN A BOULDER
 BN0758_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BN0758
 BN0758  HISTORY     - Date     Condition        Report By
 BN0758  HISTORY     - 1935     MONUMENTED       CGS
 BN0758  HISTORY     - 1937     GOOD             TXHD
 BN0758  HISTORY     - 1944     SEE DESCRIPTION  CGS
 BN0758
 BN0758                          STATION DESCRIPTION
 BN0758
 BN0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0758'STATION IS ABOUT 5-1/4 MILES SE OF NOXVILLE, ABOUT 6 MILES
 BN0758'NW FROM HARPER, ABOUT 3/4 MILE W OF THE KIMBLE-GILLESPIE COUNTY
 BN0758'LINE, ON THE SUMMIT OF A FLAT-TOP HILL, IN THE PASTURE OF MR.
 BN0758'A.H. WENDEL, ABOUT 3/4 MILE N OF HIS HOUSE, AND ABOUT 40 YARDS
 BN0758'S OF AN E-W FENCELINE.
 BN0758'
 BN0758'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 BN0758'A BOULDER.
 BN0758'
 BN0758'REFERENCE MARK 1 IS SET IN BEDROCK.
 BN0758'
 BN0758'REFERENCE MARK 2 IS SET IN BEDROCK.
 BN0758'
 BN0758'AZIMUTH MARK IS SET IN BEDROCK.  THERE IS A LARGE PILE OF
 BN0758'ROCKS MARKING THE LOCATION.
 BN0758'
 BN0758'TO REACH STATION FROM POST OFFICE IN HARPER, GO W ON STATE
 BN0758'HIGHWAY 20 FOR 2.55 MILES TO CROSSROADS.  TURN LEFT (N) ON
 BN0758'SIDE ROAD AND GO 1.4 MILES TO A T-ROAD RIGHT.  TURN RIGHT
 BN0758'AND GO 1.05 MILES TO A CATTLE GUARD.  GO THROUGH GUARD AND GO
 BN0758'1.0 MILE TO A DIM SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW THIS
 BN0758'DIM ROAD FOR 0.5 MILE TO A METAL SIDING HOUSE, HOME OF MR.
 BN0758'A.H. WENDEL.  GO E THROUGH WOODEN GATE NE OF HOUSE AND TAKE
 BN0758'FARM ROAD 0.1 MILE TO FORKS.  TAKE LEFT FORK AND FOLLOW MAIN
 BN0758'FARM ROAD FOR 0.7 MILE TO A WOODEN GATE IN N-S FENCELINE.  FROM
 BN0758'THIS GATE STATION IS ON HILL ABOUT 0.3 MILE A LITTLE N OF W.
 BN0758'
 BN0758'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BN0758
 BN0758                          STATION RECOVERY (1937)
 BN0758
 BN0758'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0758'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 BN0758'AS DESCRIBED.  DIRECTIONS FOR FINDING STATION WERE GOOD.
 BN0758'REFERENCE MARK 1 IS SE OF STATION AND REFERENCE MARK 2 IS S
 BN0758'OF STATION.
 BN0758
 BN0758                          STATION RECOVERY (1944)
 BN0758
 BN0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0758'STATION IS LOCATED ABOUT 5-1/2 MILES, AIR LINE, NW OF HARPER.
 BN0758'IT IS ABOUT 250 FEET E OF A POWER-TRANSMISSION LINE, 110
 BN0758'FEET S OF FENCE, 220 FEET SE OF A BOARD GATE, AND 8 FEET W OF
 BN0758'A WHITE WOODEN WITNESS POST.  LOOSE BOULDERS USED TO ANCHOR
 BN0758'TOWER WILL BE LEFT IN VICINITY.
 BN0758'
 BN0758'STATION MARK IS SET IN A CYLINDRICAL CONCRETE POST WHICH IS 12
 BN0758'INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE THE
 BN0758'GROUND.  IT IS STAMPED WENDEL 1935.
 BN0758'
 BN0758'REFERENCE MARK 1 IS STAMPED WENDEL NO 1 1935 AND IS FLUSH
 BN0758'WITH THE GROUND.
 BN0758'
 BN0758'REFERENCE MARK 2 IS STAMPED WENDEL NO 2 1935 AND IS FLUSH
 BN0758'WITH THE GROUND.
 BN0758'
 BN0758'AZIMUTH MARK IS ABOUT 44 YARDS N OF POWER-TRANSMISSION LINE.
 BN0758'IT IS STAMPED AZI WENDEL 1935.
 BN0758'
 BN0758'TO REACH STATION FROM HARPER, GO W ON U.S. HIGHWAY 290 FROM THE
 BN0758'POST OFFICE FOR 3.1 MILES TO THE KIMBLE-GILLESPIE COUNTY
 BN0758'LINE.  CONTINUE W ON THE HIGHWAY FOR 0.2 MILE TO A GRADED
 BN0758'COUNTY ROAD RIGHT.  TURN RIGHT ON THIS COUNTY ROAD AND FOLLOW IT
 BN0758'N FOR 2.8 MILES TO THE A.H. WENDEL MAIL BOX ON THE RIGHT AT
 BN0758'A ROAD LEADING RIGHT.  TURN RIGHT HERE AND FOLLOW ROAD 0.5 MILE
 BN0758'TO THE RANCH HOUSE.  MR. WENDEL CAN INDICATE BEST ROUTE TO
 BN0758'STATION FROM HERE.  GO THROUGH GATE AT NE CORNER OF LOT AND
 BN0758'FOLLOW TRACK ROAD NE FOR 0.7 MILE TO A GATE IN A N-S FENCE.
 BN0758'TURN LEFT, WITHOUT PASSING THROUGH GATE, AND MAKE WAY
 BN0758'CROSS COUNTRY AND UP HILL, W, 0.3 MILE TO TOP OF HILL AND
 BN0758'STATION.
 BN0758'
 BN0758'SMALL AMOUNT OF CLEARING NEAR STATION REQUIRED TO SEE WINDMILLS
 BN0758'FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4814 ***********************************************************************
 AW4814  DESIGNATION -  WENZEL
 AW4814  PID         -  AW4814
 AW4814  STATE/COUNTY-  TX/FORT BEND
 AW4814  USGS QUAD   -  ORCHARD (1980)
 AW4814
 AW4814                         *CURRENT SURVEY CONTROL
 AW4814  ___________________________________________________________________
 AW4814* NAD 83(1993)-  29 32 51.46548(N)    095 55 13.42449(W)     ADJUSTED  
 AW4814* NAVD 88     -        34.61   (+/-2cm)     113.5    (feet)  VERTCON   
 AW4814  ___________________________________________________________________
 AW4814  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW4814  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW4814
 AW4814  HORZ ORDER  -  FIRST
 AW4814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4814
 AW4814.The horizontal coordinates were established by classical geodetic methods
 AW4814.and adjusted by the National Geodetic Survey in February 1996..
 AW4814
 AW4814.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4814.The vertical order pertains to the NGVD 29 superseded value.
 AW4814
 AW4814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4814
 AW4814.The geoid height was determined by GEOID03.
 AW4814
 AW4814;                    North         East     Units Scale Factor Converg.
 AW4814;SPC TXSC     - 4,193,918.695   898,404.697   MT  0.99987011   +1 30 31.5
 AW4814;SPC TXSC     -13,759,548.25  2,947,516.08   sFT  0.99987011   +1 30 31.5
 AW4814;UTM  15      - 3,272,219.396   217,002.514   MT  1.00058831   -1 26 28.1
 AW4814;UTM  14      - 3,272,618.325   798,432.895   MT  1.00069908   +1 31 11.4
 AW4814
 AW4814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4814!SPC TXSC     -   0.99999885  x   0.99987011  =   0.99986896
 AW4814!UTM  15      -   0.99999885  x   1.00058831  =   1.00058716
 AW4814!UTM  14      -   0.99999885  x   1.00069908  =   1.00069793
 AW4814
 AW4814|---------------------------------------------------------------------|
 AW4814| PID    Reference Object                     Distance      Geod. Az  |
 AW4814|                                                           dddmmss.s |
 AW4814| AW4815 WENZEL RM 1                          34.866 METERS 04313     |
 AW4814| AW6964 RICHMOND MUNICIPAL TANK             APPROX.15.8 KM 0752946.5 |
 AW4814| AW6973 RICHMOND FT BEND CTHSE STATUE       APPROX.15.8 KM 0761144.8 |
 AW4814| AW6974 RICHMOND MUNICIPAL STANDPIPE        APPROX.16.2 KM 0762112.3 |
 AW4814| AW6971 RICHMOND COTTON OIL CO TANK         APPROX.14.7 KM 0770227.1 |
 AW4814| AW4817 WENZEL AZ MK                                       0800155.9 |
 AW4814| AW6975 ROSENBERG OLD MUN WATER TK          APPROX.11.0 KM 0823201.5 |
 AW4814| AW6970 ROSENBERG NEW MUNICIPAL TANK        APPROX.11.3 KM 0832730.8 |
 AW4814| AW6855 LONG PT JEFF LAKE SULPHUR TANK      APPROX.25.4 KM 1310946.2 |
 AW4814| AW6882 NEEDVILLE HOUSTON GAS CO MAST       APPROX.21.9 KM 1532504.2 |
 AW4814| AW6879 NEEDVILLE MUNICIPAL TANK            APPROX.18.2 KM 1535502.0 |
 AW4814| AW6887 BEASLEY EVAN CHURCH CROSS           APPROX. 5.9 KM 1770414.9 |
 AW4814| AW6888 BEASLEY LUTH CHURCH CROSS           APPROX. 5.3 KM 1783828.5 |
 AW4814| AX2652 EAST BERNARD HOLY CROSS CH          APPROX.14.6 KM 2614529.2 |
 AW4814| AX2653 WALLIS GUARDIAN ANGEL CATH CH       APPROX.15.6 KM 3031214.1 |
 AW4814| AX2651 WALLIS SANTA FE RR STANDPIPE        APPROX.15.6 KM 3040835.3 |
 AW4814| AW4816 WENZEL RM 2                          32.693 METERS 30500     |
 AW4814|---------------------------------------------------------------------|
 AW4814
 AW4814                          SUPERSEDED SURVEY CONTROL
 AW4814
 AW4814  NAD 83(1986)-  29 32 51.47942(N)    095 55 13.40794(W) AD(       ) 1
 AW4814  NAD 27      -  29 32 50.61080(N)    095 55 12.57220(W) AD(       ) 1
 AW4814  NGVD 29 (??/??/92)   34.604  (m)          113.53   (f) ADJ UNCH    2 0
 AW4814
 AW4814.Superseded values are not recommended for survey control.
 AW4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4814.See file dsdata.txt to determine how the superseded data were derived.
 AW4814
 AW4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1700372219(NAD 83)
 AW4814_MARKER: DS = TRIANGULATION STATION DISK
 AW4814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4814_STAMPING: WENZEL 1935
 AW4814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4814+STABILITY: SURFACE MOTION
 AW4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4814+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AW4814
 AW4814  HISTORY     - Date     Condition        Report By
 AW4814  HISTORY     - 1935     MONUMENTED       CGS
 AW4814  HISTORY     - 1937     GOOD             TXHD
 AW4814  HISTORY     - 1942     GOOD             CGS
 AW4814  HISTORY     - 1943     GOOD             CGS
 AW4814  HISTORY     - 1943     GOOD             NGS
 AW4814  HISTORY     - 1952     GOOD             CGS
 AW4814  HISTORY     - 1957     GOOD             HLPCO
 AW4814  HISTORY     - 1958     GOOD             CGS
 AW4814  HISTORY     - 1983     GOOD             LOCSUR
 AW4814  HISTORY     - 19971122 GOOD             USPSQD
 AW4814  HISTORY     - 20030521 GOOD             INDIV
 AW4814
 AW4814                          STATION DESCRIPTION
 AW4814
 AW4814'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW4814'STATION IS ABOUT 7 MILES W OF ROSENBERG, ABOUT 3-1/2 MILES
 AW4814'N OF BEASLY, ON LAND OWNED BY WILLIAM A. WENZEL.  THE MARK
 AW4814'IS SET ABOUT 100 YARDS S OF THE SOUTHERN PACIFIC RAILROAD
 AW4814'TRACKS, 109 FEET SE OF THE NW CORNER OF THE BARNYARD, 124
 AW4814'FEET S OF THE CENTER LINE OF U.S. HIGHWAY 90, 74 FEET S
 AW4814'OF THE FENCE ON THE N EDGE OF THE BARNYARD, 100 FEET ENE
 AW4814'OF THE SE CORNER OF MR. WENZELS HOUSE, AND 110 FEET N OF
 AW4814'THE NW CORNER OF BARN.  MARK IS SET FLUSH WITH THE SURFACE.
 AW4814'
 AW4814'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW4814'BRONZE DISKS SET IN CONCRETE.
 AW4814'
 AW4814'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE N EDGE OF
 AW4814'THE YARD, 1 FOOT S OF FENCE LINE, 50 FEET S OF THE CENTER
 AW4814'LINE OF THE ROAD, AND PROJECTS 4 INCHES.
 AW4814'
 AW4814'REFERENCE MARK NO. 2 IS NW OF THE STATION IN THE NW CORNER
 AW4814'OF THE BARNYARD, 25 FEET W OF DRIVEWAY, 50 FEET S OF THE
 AW4814'CENTER LINE OF THE ROAD, AND PROJECTS 5 INCHES.
 AW4814'
 AW4814'AZIMUTH MARK IS ENE OF THE STATION ON THE S EDGE OF THE
 AW4814'RIGHT-OF-WAY OF U.S. HIGHWAY 90.  IT IS IN FENCE LINE, 51
 AW4814'FEET S OF THE CENTER LINE OF THE ROAD AND PROJECTS 4 INCHES.
 AW4814'
 AW4814'TO REACH STATION FROM ROSENBERG GO W ON U.S. HIGHWAY 90
 AW4814'FOR 0.6 MILE TO JUNCTION WITH STATE HIGHWAY 36 (U.S. HIGHWAY
 AW4814'96).  CONTINUE ON U.S. HIGHWAY 90 FOR 7 MILES TO MR. WENZELS
 AW4814'HOUSE AND STATION ON LEFT.
 AW4814'
 AW4814'A LIGHT 87 FEET ABOVE STATION REHMANN IS VISIBLE FROM THE
 AW4814'GROUND.
 AW4814'
 AW4814'A LIGHT 100 FEET ABOVE STATION HUNGERFORD IS VISIBLE FROM
 AW4814'THE GROUND.
 AW4814'
 AW4814'LIGHTS 100 FEET ABOVE STATIONS BERNARD, BARTA, AND BOONE
 AW4814'COME INTO VIEW 10 FEET ABOVE THE GROUND.
 AW4814'
 AW4814'A LIGHT 100 FEET ABOVE STATION RICHMOND MAGNETIC IS VISIBLE
 AW4814'FROM THE GROUND.
 AW4814'
 AW4814'A LIGHT 87 FEET ABOVE STATION GASTON COMES INTO VIEW 65 FEET
 AW4814'ABOVE THE GROUND.
 AW4814
 AW4814                          STATION RECOVERY (1937)
 AW4814
 AW4814'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW4814'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW4814'
 AW4814'AZIMUTH MARK NOT VISITED.  DESCRIPTION ADEQUATE.
 AW4814
 AW4814                          STATION RECOVERY (1942)
 AW4814
 AW4814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW4814'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 AW4814'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS
 AW4814'6.8 MILES W OF ROSENBERG ON THE S SIDE OF STATE HIGHWAY 343
 AW4814'AND ON LAND OWNED BY W.A. WENZEL.  THE STATION MARK,
 AW4814'IS 108 FEET N OF A BARN, 90 FEET E OF A HOUSE,
 AW4814'66 FEET S OF A FENCE, 66 FEET S OF A WHITE REFERENCE POST,
 AW4814'AND 111 FEET S OF THE CENTER LINE OF STATE HIGHWAY 343.
 AW4814'IT IS STAMPED WENZEL 1935 AND IS SET FLUSH WITH THE GROUND.
 AW4814'
 AW4814'REFERENCE MARK NO. 1, IS NE OF THE STATION, 45
 AW4814'FEET S OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET S
 AW4814'OF A FENCE.  IT IS STAMPED WENZEL NO. 1 1935 AND PROJECTS
 AW4814'ABOUT 10 INCHES.
 AW4814'
 AW4814'REFERENCE MARK NO. 2, IS NW OF THE STATION, 45
 AW4814'FEET S OF THE CENTER LINE OF THE HIGHWAY, 12 FEET W OF A
 AW4814'GATEPOST, AND 1 FOOT SE OF A FENCE CORNER.  IT IS STAMPED
 AW4814'WENZEL NO. 2 1935 AND PROJECTS ABOUT 10 INCHES.
 AW4814'
 AW4814'AZIMUTH MARK, IS ENE OF THE STATION, 63 FEET N OF
 AW4814'THE H. SHESBESKA RANCH HOUSE, 51 FEET S OF THE CENTER LINE
 AW4814'OF STATE HIGHWAY 343, 21 FEET W OF A FARM DRIVEWAY, 1.5 FEET
 AW4814'W OF A WHITE REFERENCE POST, AND 1.5 FEET N OF A FENCE.
 AW4814'IT IS STAMPED WENZEL 1935 AND PROJECTS ABOUT 6 INCHES.
 AW4814'
 AW4814'DUE TO A GROUP OF CEDAR TREES PLANTED ALONG THE FENCE LINE,
 AW4814'IT WILL BE NECESSARY TO BUILD A 15-FOOT SIGNAL TO SEE THE
 AW4814'AZIMUTH MARK FROM THE STATION.
 AW4814'
 AW4814'THIS STATION WAS NOT OCCUPIED.
 AW4814
 AW4814                          STATION RECOVERY (1943)
 AW4814
 AW4814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AW4814'STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 AW4814'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AW4814'
 AW4814'STATION IS ABOUT 9.0 MILES E FROM EAST BERNARD, ABOUT 0.3
 AW4814'MILE W OF THE TEXAS AND NEW ORLEANS RAILROAD TELEPHONE STATION AT
 AW4814'RANDON, ON THE PROPERTY OF MR. W.A. WENZEL, ABOUT 225 FEET
 AW4814'S OF THE CENTER LINE OF THE RAILROAD TRACKS.  IT IS ABOUT 125
 AW4814'FEET S OF THE CENTER LINE OF STATE HIGHWAY 90-A, 108.0 FEET
 AW4814'E OF THE NE CORNER OF MR. WENZELS HOUSE, 74.5 FEET S OF
 AW4814'RIGHT-OF-WAY FENCE, 110 FEET ENE OF SE CORNER OF BARN, 80 FEET
 AW4814'SE OF A 4- BY 4-INCH WOODEN MARKER POST.  STAMPED WENZEL
 AW4814'1935.  THE TOP OF THE MONUMENT IS FLUSH WITH GROUND.
 AW4814'
 AW4814'R.M. 1 IS 114.5 FEET NE OF THE STATION, 51.5 FEET
 AW4814'S OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT S OF RIGHT-OF-WAY
 AW4814'FENCE.  IT IS STAMPED WENZEL NO. 1 1935.  THE MONUMENT PROJECTS
 AW4814'0.4 FOOT.
 AW4814'
 AW4814'R.M. 2 IS 107.3 FEET NW OF THE STATION, 51.5
 AW4814'FEET S OF THE CENTER LINE OF THE HIGHWAY, 24 FEET W OF DRIVEWAY,
 AW4814'2 FEET SE OF NW CORNER POST OF BARNYARD.  STAMPED WENZEL
 AW4814'NO. 2 1935.  MONUMENT PROJECTS 0.4 FOOT.
 AW4814'
 AW4814'AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION, 132 FEET S
 AW4814'OF THE TEXAS AND NEW ORLEANS RAILROAD TELEPHONE STATION AT
 AW4814'RANDON, 50.8 FEET S OF THE CENTER LINE OF THE HIGHWAY, 16.4
 AW4814'FEET W OF THE W GATE POST OF ENTRANCE TO A BARNYARD, 1.5
 AW4814'FEET N OF RIGHT-OF-WAY FENCELINE, 1.7 FEET W OF A 4- BY 4-INCH
 AW4814'WOODEN MARKER POST.  STAMPED WENZEL 1935 AZIMUTH.  THE
 AW4814'MONUMENT PROJECTS 0.3 FOOT.
 AW4814
 AW4814                          STATION RECOVERY (1943)
 AW4814
 AW4814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4814'9.0 MI E FROM EAST BERNARD.
 AW4814'TO REACH FROM THE RAILROAD STATION AT EAST BERNARD, PROCEED 9.0 MILES
 AW4814'EASTERLY ALONG U.S. HIGHWAY NO.90-A TO PROPERTY OWNED BY WILLIAM A.
 AW4814'WENZEL AND SITE OF TRIANGULATION STATION.  TRIANGULATION STATION IS
 AW4814'0.3 MILE WEST OF THE TEXAS AND NEW ORLEANS RAILROAD TELEPHONE STATION
 AW4814'AT RANDON.  IT IS 71.0 YARDS SOUTH OF AND ACROSS THE HIGHWAY FROM THE
 AW4814'CENTERLINE OF THE RAILROAD, 124.0 FEET SOUTH OF AND ABOUT 1.0 FOOT
 AW4814'BELOW THE CENTERLINE OF THE HIGHWAY, 74.5 FEET SOUTH OF THE SOUTH
 AW4814'RIGHT-OF-WAY FENCE, 108.0 FEET EAST OF THE NORTHEAST CORNER OF A FRAME
 AW4814'FARM HOUSE.  STATION IS 114.5 FEET SOUTHWEST OF REFERENCE MARK NO.1,
 AW4814'107.3 FEET SOUTHEAST OF REFERENCE MARK NO.2.  MONUMENT IS 79.7 FEET
 AW4814'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND IS ABOUT THE SAME
 AW4814'ELEVATION AS THE TOP OF THE GROUND.  NOTE-- THIS TRIANGULATION STATION
 AW4814'IS ALSO 7.0 MILES WEST OF ROSENBERG.
 AW4814
 AW4814                          STATION RECOVERY (1952)
 AW4814
 AW4814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW4814'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW4814'NO. 2 WERE RECOVERED AS DESCRIBED AND ARE IN GOOD CONDITION.
 AW4814'THE AZIMUTH MARK WAS REINFORCED WITH CONCRETE AND A SLIGHT
 AW4814'DISCREPANCY WAS FOUND IN THE DIRECTION.
 AW4814'
 AW4814'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW4814'
 AW4814'THE STATION IS ABOUT 7 MILES WEST OF ROSENBERG AND 3-1/2
 AW4814'MILES NORTH OF BEASLEY ON LAND OWNED BY MR. W.A. WENZEL.
 AW4814'IT IS 124.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO.
 AW4814'90-A, 110.0 FEET NORTH OF THE NORTH SIDE OF A BARN, 100.0
 AW4814'FEET EAST OF THE EAST SIDE OF A FRAME HOUSE AND 80.0 FEET
 AW4814'SOUTH OF A WITNESS POST.  IT PROJECTS 1 INCH AND THE DISK
 AW4814'IS STAMPED WENZEL 1935.
 AW4814'
 AW4814'REFERENCE MARK NO. 1 IS 51.0 FEET SOUTH OF THE CENTER OF U.S.
 AW4814'HIGHWAY NO. 90-A AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS
 AW4814'10 INCHES AND THE DISK IS STAMPED WENZEL NO 1 1935.
 AW4814'
 AW4814'REFERENCE MARK NO. 2 IS 51.5 FEET SOUTH OF THE CENTER OF
 AW4814'U.S. HIGHWAY NO. 90-A, 24.0 FEET WEST OF THE CENTER OF A
 AW4814'DRIVEWAY AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST FENCE CORNER
 AW4814'OF THE BARN LOT.  IT PROJECTS 10 INCHES AND THE DISK IS
 AW4814'STAMPED WENZEL NO 2 1935.
 AW4814'
 AW4814'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 AW4814'MARK NO. 2 IS 167.6 FEET.
 AW4814'
 AW4814'THE AZIMUTH MARK IS 132.0 FEET SOUTH OF THE SOUTHERN PACIFIC,
 AW4814'TEXAS AND NEW ORLEANS RAILROAD TELEPHONE STATION AT RANDON,
 AW4814'50.8 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 90-A, 29.5
 AW4814'FEET WEST OF A TELEPHONE POLE AND 2.5 FEET WEST OF A WITNESS
 AW4814'POST.  IT IS A STANDARD REFERENCE MARK DISK SET IN CEMENT,
 AW4814'PROJECTS 10 INCHES AND THE DISK IS STAMPED WENZEL AZIMUTH
 AW4814'1935.
 AW4814'
 AW4814'TO REACH THE STATION FROM THE CITY HALL ONE BLOCK SOUTH
 AW4814'OF THE POST OFFICE IN ROSENBERG, GO WEST ON U.S. HIGHWAYS
 AW4814'NO. 90-A AND 59 FOR 0.6 MILE TO WHERE U.S. HIGHWAY NO. 59
 AW4814'BEARS LEFT, CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY NO.
 AW4814'90-A FOR 6.7 MILES TO THE RANDON TELEPHONE STATION ON THE
 AW4814'RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 AW4814'WEST ON U.S. HIGHWAY NO. 90-A FOR 0.3 MILE TO A GROUP OF
 AW4814'FARM BUILDINGS ON THE LEFT AND THE STATION AS DESCRIBED.
 AW4814
 AW4814                          STATION RECOVERY (1957)
 AW4814
 AW4814'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1957 (JMC)
 AW4814'FOUND STATION AND AZIMUTH AS ORIGINALLY DESCRIBED AND IN
 AW4814'GOOD CONDITION.
 AW4814
 AW4814                          STATION RECOVERY (1958)
 AW4814
 AW4814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 AW4814'THIS STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 AW4814'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW4814
 AW4814                          STATION RECOVERY (1983)
 AW4814
 AW4814'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AW4814'STATION FOUND IN GOOD CONDITION.
 AW4814'
 AW4814'AZIMUTH MARK NOT VISIBLE FROM STATION.
 AW4814'
 AW4814'AZIMUTH MARK FOUND LEANING SLIGHTLY.
 AW4814
 AW4814                          STATION RECOVERY (1997)
 AW4814
 AW4814'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4814'RECOVERED IN GOOD CONDITION.
 AW4814
 AW4814                          STATION RECOVERY (2003)
 AW4814
 AW4814'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AW4814'RM 1 AND RM 2 RECOVERED ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4817 ***********************************************************************
 AW4817  DESIGNATION -  WENZEL AZ MK
 AW4817  PID         -  AW4817
 AW4817  STATE/COUNTY-  TX/FORT BEND
 AW4817  USGS QUAD   -  ORCHARD (1980)
 AW4817
 AW4817                         *CURRENT SURVEY CONTROL
 AW4817  ___________________________________________________________________
 AW4817* NAD 83(1986)-  29 32 54.     (N)    095 54 54.     (W)     SCALED    
 AW4817* NAVD 88     -        34.69   (+/-2cm)     113.8    (feet)  VERTCON   
 AW4817  ___________________________________________________________________
 AW4817  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW4817
 AW4817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4817
 AW4817.The horizontal coordinates were scaled from a topographic map and have
 AW4817.an estimated accuracy of +/- 6 seconds.
 AW4817
 AW4817.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4817.The vertical order pertains to the NGVD 29 superseded value.
 AW4817
 AW4817.The geoid height was determined by GEOID03.
 AW4817
 AW4817;                    North         East    Units  Estimated Accuracy
 AW4817;SPC TXSC     - 4,194,010.      898,930.      MT  (+/- 180 meters Scaled)
 AW4817
 AW4817                          SUPERSEDED SURVEY CONTROL
 AW4817
 AW4817  NGVD 29 (??/??/92)   34.689  (m)          113.81   (f) ADJ UNCH    2 0
 AW4817
 AW4817.Superseded values are not recommended for survey control.
 AW4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4817.See file dsdata.txt to determine how the superseded data were derived.
 AW4817
 AW4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN175722(NAD 83)
 AW4817_MARKER: DZ = AZIMUTH MARK DISK
 AW4817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4817_STAMPING: WENZEL 1935 AZIMUTH
 AW4817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4817+STABILITY: SURFACE MOTION
 AW4817
 AW4817  HISTORY     - Date     Condition        Report By
 AW4817  HISTORY     - 1935     MONUMENTED       CGS
 AW4817  HISTORY     - 1943     GOOD             NGS
 AW4817  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4817  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4817
 AW4817                          STATION DESCRIPTION
 AW4817
 AW4817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4817'9.3 MI E FROM EAST BERNARD.
 AW4817'TO REACH FROM THE RAILROAD STATION AT EAST BERNARD, PROCEED 9.3 MILES
 AW4817'EASTERLY ALONG U.S. HIGHWAY NO.90-A TO THE TEXAS AND NEW ORLEANS
 AW4817'RAILROAD TELEPHONE STATION AT RANDON AND SITE OF AZIMUTH MARK. AZIMUTH
 AW4817'MARK IS 0.3 MILE EAST OF TRIANGULATION STATION WENZEL.  IT IS 132.0
 AW4817'FEET SOUTH OF AND ACROSS THE HIGHWAY FROM THE TEXAS AND NEW ORLEANS
 AW4817'RAILROAD TELEPHONE STATION AT RANDON, 50.8 FEET SOUTH OF AND ABOUT 1.0
 AW4817'FOOT BELOW THE CENTERLINE OF THE HIGHWAY, 16.4 FEET WEST OF THE WEST
 AW4817'POST OF A GATE ENTRANCE TO A BARN YARD, 1.2 FOOT NORTH OF THE SOUTH
 AW4817'RIGHT-OF-WAY FENCE.  MONUMENT IS 1.7 FOOT WEST OF A 4X4 INCH WHITE
 AW4817'WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND. NOTE-- THIS
 AW4817'AZIMUTH MARK IS ALSO 6.7 MILES WEST OF ROSENBERG.
 AW4817
 AW4817                          STATION RECOVERY (1987)
 AW4817
 AW4817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4817'NOT RECOVERED.
 AW4817
 AW4817                          STATION RECOVERY (1997)
 AW4817
 AW4817'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4815 ***********************************************************************
 AW4815  DESIGNATION -  WENZEL RM 1
 AW4815  PID         -  AW4815
 AW4815  STATE/COUNTY-  TX/FORT BEND
 AW4815  USGS QUAD   -  ORCHARD (1980)
 AW4815
 AW4815                         *CURRENT SURVEY CONTROL
 AW4815  ___________________________________________________________________
 AW4815* NAD 83(1986)-  29 32 51.     (N)    095 55 13.     (W)     SCALED    
 AW4815* NAVD 88     -        34.60   (+/-2cm)     113.5    (feet)  VERTCON   
 AW4815  ___________________________________________________________________
 AW4815  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW4815
 AW4815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4815
 AW4815.The horizontal coordinates were scaled from a topographic map and have
 AW4815.an estimated accuracy of +/- 6 seconds.
 AW4815
 AW4815.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4815.The vertical order pertains to the NGVD 29 superseded value.
 AW4815
 AW4815.The geoid height was determined by GEOID03.
 AW4815
 AW4815;                    North         East    Units  Estimated Accuracy
 AW4815;SPC TXSC     - 4,193,910.      898,420.      MT  (+/- 180 meters Scaled)
 AW4815
 AW4815                          SUPERSEDED SURVEY CONTROL
 AW4815
 AW4815  NGVD 29 (??/??/92)   34.602  (m)          113.52   (f) ADJ UNCH    2 0
 AW4815
 AW4815.Superseded values are not recommended for survey control.
 AW4815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4815.See file dsdata.txt to determine how the superseded data were derived.
 AW4815
 AW4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN170722(NAD 83)
 AW4815_MARKER: DR = REFERENCE MARK DISK
 AW4815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4815_STAMPING: ENZEL NO.1 1935
 AW4815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4815+STABILITY: SURFACE MOTION
 AW4815
 AW4815  HISTORY     - Date     Condition        Report By
 AW4815  HISTORY     - 1935     MONUMENTED       CGS
 AW4815  HISTORY     - 1943     GOOD             NGS
 AW4815  HISTORY     - 19971122 GOOD             USPSQD
 AW4815
 AW4815                          STATION DESCRIPTION
 AW4815
 AW4815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4815'9.0 MI E FROM EAST BERNARD.
 AW4815'TO REACH FROM THE RAILROAD STATION AT EAST BERNARD, PROCEED 9.0 MILES
 AW4815'EASTERLY ALONG U.S. HIGHWAY NO.90-A TO PROPERTY OWNED BY WILLIAM A.
 AW4815'WENZEL AND SITE OF REFERENCE MARK.  REFERENCE MARK IS 0.3 MILE WEST OF
 AW4815'THE TEXAS AND NEW ORLEANS RAILROAD TELEPHONE STATION AT RANDON. IT IS
 AW4815'51.5 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AW4815'HIGHWAY, 1.0 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 167.6 FEET
 AW4815'EAST OF REFERENCE MARK NO.2, 114.5 FEET NORTHEAST OF STATION WENZEL,
 AW4815'MONUMENT PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS REFERENCE
 AW4815'MARK IS ALSO 7.0 MILES WEST OF ROSENBERG.
 AW4815
 AW4815                          STATION RECOVERY (1997)
 AW4815
 AW4815'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4816 ***********************************************************************
 AW4816  DESIGNATION -  WENZEL RM 2
 AW4816  PID         -  AW4816
 AW4816  STATE/COUNTY-  TX/FORT BEND
 AW4816  USGS QUAD   -  ORCHARD (1980)
 AW4816
 AW4816                         *CURRENT SURVEY CONTROL
 AW4816  ___________________________________________________________________
 AW4816* NAD 83(1986)-  29 32 51.     (N)    095 55 13.     (W)     SCALED    
 AW4816* NAVD 88     -        34.71   (+/-2cm)     113.9    (feet)  VERTCON   
 AW4816  ___________________________________________________________________
 AW4816  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW4816
 AW4816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4816
 AW4816.The horizontal coordinates were scaled from a topographic map and have
 AW4816.an estimated accuracy of +/- 6 seconds.
 AW4816
 AW4816.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4816.The vertical order pertains to the NGVD 29 superseded value.
 AW4816
 AW4816.The geoid height was determined by GEOID03.
 AW4816
 AW4816;                    North         East    Units  Estimated Accuracy
 AW4816;SPC TXSC     - 4,193,910.      898,420.      MT  (+/- 180 meters Scaled)
 AW4816
 AW4816                          SUPERSEDED SURVEY CONTROL
 AW4816
 AW4816  NGVD 29 (??/??/92)   34.703  (m)          113.85   (f) ADJ UNCH    2 0
 AW4816
 AW4816.Superseded values are not recommended for survey control.
 AW4816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4816.See file dsdata.txt to determine how the superseded data were derived.
 AW4816
 AW4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN170722(NAD 83)
 AW4816_MARKER: DR = REFERENCE MARK DISK
 AW4816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4816_STAMPING: WENZEL NO.2 1935
 AW4816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4816+STABILITY: SURFACE MOTION
 AW4816
 AW4816  HISTORY     - Date     Condition        Report By
 AW4816  HISTORY     - 1935     MONUMENTED       CGS
 AW4816  HISTORY     - 1943     GOOD             NGS
 AW4816  HISTORY     - 19971122 GOOD             USPSQD
 AW4816
 AW4816                          STATION DESCRIPTION
 AW4816
 AW4816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4816'9.0 MI E FROM EAST BERNARD.
 AW4816'TO REACH FROM THE RAILROAD STATION AT EAST BERNARD, PROCEED 9.0 MILES
 AW4816'EASTERLY ALONG U.S. HIGHWAY NO.90-A TO PROPERTY OWNED BY WILLIAM A.
 AW4816'WENZEL AND SITE OF REFERENCE MARK.  REFERENCE MARK IS 0.3 MILE WEST OF
 AW4816'THE TEXAS AND NEW ORLEANS RAILROAD TELEPHONE STATION AT RANDON. IT IS
 AW4816'51.5 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AW4816'HIGHWAY.  1.8 FOOT SOUTHEAST OF A FENCE CORNER POST, 167.6 FEET WEST
 AW4816'OF REFERENCE MARK NO.1, 107.3 FEET NORTHWEST OF STATION WENZEL.
 AW4816'MONUMENT PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS REFERENCE
 AW4816'MARK IS ALSO 7.0 MILES WEST OF ROSENBERG.
 AW4816
 AW4816                          STATION RECOVERY (1997)
 AW4816
 AW4816'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0756 ***********************************************************************
 EM0756  DESIGNATION -  WES
 EM0756  PID         -  EM0756
 EM0756  STATE/COUNTY-  TX/WICHITA
 EM0756  USGS QUAD   -  CLARA (1972)
 EM0756
 EM0756                         *CURRENT SURVEY CONTROL
 EM0756  ___________________________________________________________________
 EM0756* NAD 83(1993)-  34 01 34.92876(N)    098 40 36.00689(W)     ADJUSTED  
 EM0756* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 EM0756  ___________________________________________________________________
 EM0756  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 EM0756  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EM0756
 EM0756  HORZ ORDER  -  THIRD
 EM0756
 EM0756.The horizontal coordinates were established by classical geodetic methods
 EM0756.and adjusted by the National Geodetic Survey in February 1996..
 EM0756
 EM0756.The orthometric height was scaled from a topographic map.
 EM0756
 EM0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0756
 EM0756.The geoid height was determined by GEOID03.
 EM0756
 EM0756;                    North         East     Units Scale Factor Converg.
 EM0756;SPC TXNC     - 2,261,695.654   583,683.283   MT  1.00001720   -0 05 46.9
 EM0756;SPC TXNC     - 7,420,246.49  1,914,967.57   sFT  1.00001720   -0 05 46.9
 EM0756;UTM  14      - 3,765,126.867   529,849.786   MT  0.99961098   +0 10 51.3
 EM0756
 EM0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0756!SPC TXNC     -   0.99995219  x   1.00001720  =   0.99996939
 EM0756!UTM  14      -   0.99995219  x   0.99961098  =   0.99956319
 EM0756
 EM0756|---------------------------------------------------------------------|
 EM0756| PID    Reference Object                     Distance      Geod. Az  |
 EM0756|                                                           dddmmss.s |
 EM0756| CX8969 WES RM 1                             13.841 METERS 00220     |
 EM0756| EM0751 BURKBURNETT S MUNICIPAL TANK        APPROX.11.7 KM 0590249.5 |
 EM0756| CX8970 WES RM 2                             12.237 METERS 17539     |
 EM0756| CX8968 WES AZ MK                                          1814145.3 |
 EM0756|---------------------------------------------------------------------|
 EM0756
 EM0756                          SUPERSEDED SURVEY CONTROL
 EM0756
 EM0756  NAD 83(1993)-  34 01 34.92884(N)    098 40 36.00669(W) AD(       ) 3
 EM0756  NAD 83(1986)-  34 01 34.93304(N)    098 40 35.99417(W) AD(       ) 3
 EM0756  NAD 27      -  34 01 34.59576(N)    098 40 34.77153(W) AD(       ) 3
 EM0756
 EM0756.Superseded values are not recommended for survey control.
 EM0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0756.See file dsdata.txt to determine how the superseded data were derived.
 EM0756
 EM0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2985065127(NAD 83)
 EM0756_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0756
 EM0756  HISTORY     - Date     Condition        Report By
 EM0756  HISTORY     - 1965     MONUMENTED       CGS
 EM0756
 EM0756                          STATION DESCRIPTION
 EM0756
 EM0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0756'THE STATION IS ABOUT 13 MILES NORTHWEST OF WICHITA FALLS, 8
 EM0756'MILES SOUTHWEST OF BURKBURNETT AND 5 MILES NORTH OF IOWA PARK,
 EM0756'ON THE EAST RIGHT-OF-WAY OF FARM ROAD 368.
 EM0756'
 EM0756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 EM0756'AND FARM ROAD 368 IN IOWA PARK, GO NORTHERLY ON FARM ROAD 368
 EM0756'FOR 3.2 MILES TO A FORK WHERE THE PAVED ROAD TURNS LEFT, WEST,
 EM0756'AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD.  TURN LEFT AND
 EM0756'CONTINUE WEST AND NORTH ON FARM ROAD 368 FOR 2.1 MILES TO THE
 EM0756'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON FARM ROAD FOR 0.4
 EM0756'MILE TO THE STATION ON THE RIGHT.
 EM0756'
 EM0756'STATION MARK IS A STANDARD DISK, STAMPED WES 1965, SET IN THE
 EM0756'TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER, THAT IS 12
 EM0756'INCHES BELOW THE GROUND SURFACE.  IT IS 37.5 FEET EAST OF THE
 EM0756'CENTERLINE OF FARM ROAD 368, 5.2 FEET NORTHWEST OF A POWER LINE
 EM0756'POLE, 3.3 FEET WEST OF AN EAST RIGHT-OF-WAY FENCE AND 3.2 FEET
 EM0756'WEST OF A WITNESS POST.
 EM0756'
 EM0756'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WES NO 1 1965, SET
 EM0756'IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER, THAT
 EM0756'IS FLUSH WITH THE GROUND.  IT IS 50.0 FEET NORTH OF THE POWER
 EM0756'LINE POLE, 39.0 FEET EAST OF THE CENTERLINE OF THE FARM ROAD,
 EM0756'1.6 FEET WEST OF THE RIGHT-OF-WAY FENCE AND ABOUT THE SAME
 EM0756'ELEVATION AS THE STATION.
 EM0756'
 EM0756'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WES NO 2 1965, SET
 EM0756'IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER, THAT
 EM0756'IS FLUSH WITH THE GROUND.  IT IS 39.5 FEET EAST OF THE CENTERLINE
 EM0756'OF THE FARM ROAD, 35.0 FEET SOUTH OF THE POWER LINE POLE, 1.6
 EM0756'FEET WEST OF THE RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION
 EM0756'AS THE STATION.
 EM0756'
 EM0756'AZIMUTH MARK IS A STANDARD DISK, STAMPED WES 1965, SET IN THE
 EM0756'TOP OF A ROUND CONCRETE POST, 16 INCHES IN DIAMETER, THAT IS
 EM0756'FLUSH WITH THE GROUND.  IT IS 79.0 FEET WEST-NORTHWEST OF A POWER
 EM0756'LINE POLE, 40.0 FEET WEST OF THE CENTERLINE OF THE FARM ROAD,
 EM0756'12.0 FEET NORTH OF THE NORTH GATE POST OF A WIRE GATE, 5.3
 EM0756'FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF THE WEST
 EM0756'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1981 ***********************************************************************
 FL1981  DESIGNATION -  WESCO
 FL1981  PID         -  FL1981
 FL1981  STATE/COUNTY-  TX/GRAY
 FL1981  USGS QUAD   -  POND CREEK NW (1962)
 FL1981
 FL1981                         *CURRENT SURVEY CONTROL
 FL1981  ___________________________________________________________________
 FL1981* NAD 83(1993)-  35 25 04.87932(N)    100 44 46.03490(W)     ADJUSTED  
 FL1981* NAVD 88     -       852.     (meters)    2795.     (feet)  SCALED    
 FL1981  ___________________________________________________________________
 FL1981  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FL1981  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL1981
 FL1981  HORZ ORDER  -  THIRD
 FL1981
 FL1981.The horizontal coordinates were established by classical geodetic methods
 FL1981.and adjusted by the National Geodetic Survey in February 1996..
 FL1981
 FL1981.The orthometric height was scaled from a topographic map.
 FL1981
 FL1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1981
 FL1981.The geoid height was determined by GEOID03.
 FL1981
 FL1981;                    North         East     Units Scale Factor Converg.
 FL1981;SPC TX N     - 1,157,571.583   268,461.660   MT  0.99991088   +0 26 12.8
 FL1981;SPC TX N     - 3,797,799.44    880,777.96   sFT  0.99991088   +0 26 12.8
 FL1981;UTM  14      - 3,920,801.932   341,470.028   MT  0.99990972   -1 00 43.8
 FL1981
 FL1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1981!SPC TX N     -   0.99987032  x   0.99991088  =   0.99978121
 FL1981!UTM  14      -   0.99987032  x   0.99990972  =   0.99978005
 FL1981
 FL1981|---------------------------------------------------------------------|
 FL1981| PID    Reference Object                     Distance      Geod. Az  |
 FL1981|                                                           dddmmss.s |
 FL1981| CL3589 WESCO RM 1                                         10243     |
 FL1981| CL3588 WESCO AZ MK                                        2851722.0 |
 FL1981| CL3590 WESCO RM 2                                         29513     |
 FL1981|---------------------------------------------------------------------|
 FL1981
 FL1981                          SUPERSEDED SURVEY CONTROL
 FL1981
 FL1981  NAD 83(1993)-  35 25 04.88117(N)    100 44 46.03373(W) AD(       ) 3
 FL1981  NAD 83(1986)-  35 25 04.88467(N)    100 44 46.02468(W) AD(       ) 3
 FL1981  NAD 27      -  35 25 04.71900(N)    100 44 44.51800(W) AD(       ) 3
 FL1981
 FL1981.Superseded values are not recommended for survey control.
 FL1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1981.See file dsdata.txt to determine how the superseded data were derived.
 FL1981
 FL1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4147020802(NAD 83)
 FL1981_MARKER: DS = TRIANGULATION STATION DISK
 FL1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1981
 FL1981  HISTORY     - Date     Condition        Report By
 FL1981  HISTORY     - 1951     MONUMENTED       CGS
 FL1981  HISTORY     - 1956     GOOD             CGS
 FL1981  HISTORY     - 1962     GOOD             CGS
 FL1981
 FL1981                          STATION DESCRIPTION
 FL1981
 FL1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1981'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF LEFORS, 69
 FL1981'FEET NORTH OF THE CENTER LINE OF STATE ROUTE 273, 7 FEET SOUTHWEST
 FL1981'OF A WITNESS POST, 6 FEET SOUTH OF A FENCE LINE, AND ON THE
 FL1981'HIGHWAY RIGHT-OF-WAY.  THE MARK PROJECTS 4 INCHES, AND THE
 FL1981'DISK IS STAMPED WESCO 1951.
 FL1981'
 FL1981'REFERENCE MARK NO. 1 IS 74 FEET NORTH OF THE CENTER LINE OF
 FL1981'STATE ROUTE 273 AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 FL1981'PROJECTS 3 INCHES, AND THE DISK IS STAMPED WESCO NO 1 1951.
 FL1981'
 FL1981'REFERENCE MARK NO. 2 IS 74 FEET NORTH OF THE CENTER LINE OF
 FL1981'STATE ROUTE 273 AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 FL1981'PROJECTS 3 INCHES, AND THE DISK IS STAMPED WESCO NO 2 1951.
 FL1981'
 FL1981'THE AZIMUTH MARK IS 76 FEET SOUTH OF THE CENTER LINE OF STATE
 FL1981'ROUTE 273, 3 FEET EAST OF A WITNESS POST, 1 FOOT NORTH OF A
 FL1981'FENCE LINE, AND ON THE HIGHWAY RIGHT-OF-WAY.  THE MARK PROJECTS
 FL1981'4 INCHES, AND THE DISK IS STAMPED WESCO 1951.
 FL1981'
 FL1981'TO REACH THE STATION FROM THE POST OFFICE IN LEFORS.  GO NORTH
 FL1981'1 BLOCK TO STATE ROUTE 273, TURN RIGHT AND GO SOUTHEAST FOR
 FL1981'3.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FL1981'CONTINUE SOUTHEAST FOR 0.4 MILE TO THE STATION MARK ON THE LEFT.
 FL1981
 FL1981                          STATION RECOVERY (1956)
 FL1981
 FL1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL1981'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1981'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL1981'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL1981
 FL1981                          STATION RECOVERY (1962)
 FL1981
 FL1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SEU)
 FL1981'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 FL1981'MARK WERE RECOVERED IN GOOD CONDITION.
 FL1981'
 FL1981'AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT, THE STATION MARK,
 FL1981'REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH MARK WERE DESTROYED
 FL1981'TO CLEAR THE AREA FOR WIDENING OF STATE HIGHWAY 273, AFTER
 FL1981'TRIANGULATION STATION WESCO 2 1962 AND ALL MARKS WERE ESTABLISHED
 FL1981'IN THE NEAR VICINITY.
 FL1981'
 FL1981'NOTE--SEE DESCRIPTION FOR TRIANGULATION STATION WESCO 2 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1982 ***********************************************************************
 FL1982  DESIGNATION -  WESCO 2
 FL1982  PID         -  FL1982
 FL1982  STATE/COUNTY-  TX/GRAY
 FL1982  USGS QUAD   -  POND CREEK NW (1962)
 FL1982
 FL1982                         *CURRENT SURVEY CONTROL
 FL1982  ___________________________________________________________________
 FL1982* NAD 83(1993)-  35 25 05.18049(N)    100 44 45.40125(W)     ADJUSTED  
 FL1982* NAVD 88     -       852.     (meters)    2795.     (feet)  SCALED    
 FL1982  ___________________________________________________________________
 FL1982  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FL1982  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL1982
 FL1982  HORZ ORDER  -  THIRD
 FL1982
 FL1982.The horizontal coordinates were established by classical geodetic methods
 FL1982.and adjusted by the National Geodetic Survey in February 1996..
 FL1982.No horizontal observational check was made to the station.
 FL1982
 FL1982.The orthometric height was scaled from a topographic map.
 FL1982
 FL1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1982
 FL1982.The geoid height was determined by GEOID03.
 FL1982
 FL1982;                    North         East     Units Scale Factor Converg.
 FL1982;SPC TX N     - 1,157,580.985   268,477.573   MT  0.99991088   +0 26 13.2
 FL1982;SPC TX N     - 3,797,830.28    880,830.17   sFT  0.99991088   +0 26 13.2
 FL1982;UTM  14      - 3,920,810.929   341,486.174   MT  0.99990965   -1 00 43.4
 FL1982
 FL1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1982!SPC TX N     -   0.99987032  x   0.99991088  =   0.99978121
 FL1982!UTM  14      -   0.99987032  x   0.99990965  =   0.99977998
 FL1982
 FL1982|---------------------------------------------------------------------|
 FL1982| PID    Reference Object                     Distance      Geod. Az  |
 FL1982|                                                           dddmmss.s |
 FL1982| CL3593 WESCO 2 RM 4                         10.670 METERS 02707     |
 FL1982| CL3592 WESCO 2 RM 3                         13.118 METERS 12927     |
 FL1982| FL1981 WESCO                                18.485 METERS 23952     |
 FL1982| CL3591 WESCO 2 AZ MK                                      2835934.9 |
 FL1982|---------------------------------------------------------------------|
 FL1982
 FL1982                          SUPERSEDED SURVEY CONTROL
 FL1982
 FL1982  NAD 83(1993)-  35 25 05.18234(N)    100 44 45.40008(W) AD(       ) 3
 FL1982  NAD 83(1986)-  35 25 05.18584(N)    100 44 45.39103(W) AD(       ) 3
 FL1982  NAD 27      -  35 25 05.02000(N)    100 44 43.88400(W) AD(       ) 3
 FL1982
 FL1982.Superseded values are not recommended for survey control.
 FL1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1982.See file dsdata.txt to determine how the superseded data were derived.
 FL1982
 FL1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4148620811(NAD 83)
 FL1982_MARKER: DS = TRIANGULATION STATION DISK
 FL1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1982
 FL1982  HISTORY     - Date     Condition        Report By
 FL1982  HISTORY     - 1962     MONUMENTED       CGS
 FL1982
 FL1982                          STATION DESCRIPTION
 FL1982
 FL1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SEU)
 FL1982'THE STATION IS ABOUT 4 MILES SOUTHEAST OF LEFORS, ALONG STATE
 FL1982'HIGHWAY 273, ON LAND OWNED BY MR. BILL DAVIS.
 FL1982'
 FL1982'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 2375 AND
 FL1982'STATE HIGHWAY 273 IN LEFORS, GO SOUTHEAST ON STATE HIGHWAY
 FL1982'273 FOR 2.95 MILES TO THE JUNCTION OF FARM ROAD 291.  CONTINUE
 FL1982'ON STATE HIGHWAY 273 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 FL1982'RIGHT.  CONTINUE EASTERLY ON STATE HIGHWAY 273 FOR 0.5 MILE
 FL1982'TO STATION ON THE LEFT.
 FL1982'
 FL1982'STATION MARKS ARE STANDARD DISKS, STAMPED WESCO 2 1962.  THE
 FL1982'SURFACE STATION DISK IS SET IN A 10 IN X 10 IN CONCRETE POST
 FL1982'WHICH PROJECTS 3 INCHES.  IT IS 115 FEET NORTH OF THE CENTER
 FL1982'LINE OF STATE HIGHWAY 273, 15 FEET NORTH OF THE ROAD RIGHT-OF-WAY
 FL1982'FENCE, 44 FEET WEST-NORTHWEST OF A METAL WITNESS POST, AND
 FL1982'86 FEET WEST OF AN IRON GATE.
 FL1982'
 FL1982'THE UNDERGROUND STATION DISK IS SET IN AN IRREGULAR MASS OF
 FL1982'CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 FL1982'
 FL1982'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WESCO 2 NO 3 1962,
 FL1982'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH IS FLUSH WITH THE
 FL1982'SURFACE OF THE GROUND.  IT IS 127 FEET WEST OF AN IRON GATE,
 FL1982'100 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 273, IN
 FL1982'THE NORTH RIGHT-OF-WAY FENCE, AND 2 FEET WEST OF A METAL WITNESS
 FL1982'POST.
 FL1982'
 FL1982'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED WESCO 2 NO 4 1962,
 FL1982'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2 INCHES.
 FL1982'IT IS 131 FEET NORTHWEST OF AN IRON GATE, 61 FEET NORTH-NORTHWEST
 FL1982'OF A METAL WITNESS POST.  AND 49 FEET NORTH OF THE RIGHT-OF-WAY
 FL1982'FENCE.
 FL1982'
 FL1982'AZIMUTH MARK, A STANDARD DISK STAMPED WESCO 2 1962, IS SET IN
 FL1982'A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 FL1982'GROUND.  IT IS 100 FEET SOUTH OF THE CENTER LINE OF STATE
 FL1982'HIGHWAY 273, 52 FEET EAST OF THE CENTER BRACED FENCE POST,
 FL1982'ON THE WESTERLY SLOPE OF KNOLL, IN THE SOUTH RIGHT-OF-WAY
 FL1982'FENCE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 FL1982'
 FL1982'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2078 ***********************************************************************
 AN2078  DESIGNATION -  WESER
 AN2078  PID         -  AN2078
 AN2078  STATE/COUNTY-  TX/GOLIAD
 AN2078  USGS QUAD   -  ANDER (1987)
 AN2078
 AN2078                         *CURRENT SURVEY CONTROL
 AN2078  ___________________________________________________________________
 AN2078* NAD 83(1993)-  28 52 18.29775(N)    097 21 32.72920(W)     ADJUSTED  
 AN2078* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 AN2078  ___________________________________________________________________
 AN2078  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AN2078  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN2078
 AN2078  HORZ ORDER  -  FIRST
 AN2078
 AN2078.The horizontal coordinates were established by classical geodetic methods
 AN2078.and adjusted by the National Geodetic Survey in February 1996..
 AN2078
 AN2078.The orthometric height was scaled from a topographic map.
 AN2078
 AN2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2078
 AN2078.The geoid height was determined by GEOID03.
 AN2078
 AN2078;                    North         East     Units Scale Factor Converg.
 AN2078;SPC TXSC     - 4,116,208.148   760,063.353   MT  0.99989569   +0 48 14.0
 AN2078;SPC TXSC     -13,504,592.90  2,493,641.18   sFT  0.99989569   +0 48 14.0
 AN2078;UTM  14      - 3,194,883.382   660,033.031   MT  0.99991605   +0 47 32.9
 AN2078
 AN2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2078!SPC TXSC     -   0.99999108  x   0.99989569  =   0.99988677
 AN2078!UTM  14      -   0.99999108  x   0.99991605  =   0.99990713
 AN2078
 AN2078|---------------------------------------------------------------------|
 AN2078| PID    Reference Object                     Distance      Geod. Az  |
 AN2078|                                                           dddmmss.s |
 AN2078| CV5782 WESER RM 1                           24.168 METERS 02539     |
 AN2078| CV5783 WESER RM 2                           34.369 METERS 13416     |
 AN2078| CV5781 WESER AZ MK                                        2622004.6 |
 AN2078|---------------------------------------------------------------------|
 AN2078
 AN2078                          SUPERSEDED SURVEY CONTROL
 AN2078
 AN2078  NAD 83(1986)-  28 52 18.30406(N)    097 21 32.71475(W) AD(       ) 1
 AN2078  NAD 27      -  28 52 17.36000(N)    097 21 31.73900(W) AD(       ) 1
 AN2078
 AN2078.Superseded values are not recommended for survey control.
 AN2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2078.See file dsdata.txt to determine how the superseded data were derived.
 AN2078
 AN2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6003394883(NAD 83)
 AN2078_MARKER: DS = TRIANGULATION STATION DISK
 AN2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2078
 AN2078  HISTORY     - Date     Condition        Report By
 AN2078  HISTORY     - 1952     MONUMENTED       CGS
 AN2078  HISTORY     - 1963     GOOD             CGS
 AN2078
 AN2078                          STATION DESCRIPTION
 AN2078
 AN2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2078'THE STATION IS LOCATED ABOUT 14 MILES NORTH OF GOLIAD, 12
 AN2078'MILES SOUTHEAST OF YORKTOWN, 0.8 MILE NORTHEAST OF THE SMALL
 AN2078'VILLAGE OF WESER, 100 YARDS NORTHWEST OF A HOUSE, 20 FEET EAST
 AN2078'OF A FENCE LINE, 6 FEET SOUTHEAST OF A WITNESS POST, AND ON
 AN2078'PROPERTY OWNED BY MR. A.J. GISLER.
 AN2078'
 AN2078'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183
 AN2078'AND 59 IN GOLIAD.  GO NORTH ON U.S. HIGHWAY 183 FOR 14.0 MILES
 AN2078'TO THE SMALL VILLAGE OF WESER, TURN RIGHT, AND GO EAST ON A
 AN2078'GRAVELED ROAD FOR 0.35 MILE TO A TRACK ROAD LEFT.  TURN LEFT
 AN2078'AND GO NORTH, PASSING THROUGH A CATTLE GUARD, FOR 0.05 MILE TO A
 AN2078'ROAD FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH FOR 0.5
 AN2078'MILE TO A HOUSE ON THE LEFT.  THEN GO NORTH, PASSING TO THE
 AN2078'EAST OF A GARAGE, THEN EASTERLY ALONG A FENCE LINE FOR 0.05
 AN2078'MILE TO THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 AN2078'FROM HERE,* CONTINUE NORTH FOR 0.4 MILE.
 AN2078'
 AN2078'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AN2078'POSTS.
 AN2078'
 AN2078'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 AN2078'WESER 1952.
 AN2078'
 AN2078'REFERENCE MARK NO. 1 PROJECTS 1 INCH, AND THE DISK IS STAMPED
 AN2078'WESER NO 1 1952.  IT IS 24 FEET SOUTHEAST OF A LARGE OAK
 AN2078'TREE.
 AN2078'
 AN2078'REFERENCE MARK NO. 2 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 AN2078'WESER NO 2 1952.  IT IS 1 FOOT NORTH OF A WOODEN RAIL FENCE.
 AN2078'
 AN2078'THE AZIMUTH MARK IS 0.4 MILE NORTH OF WESER, 61 FEET EAST OF
 AN2078'THE CENTER LINE OF U.S. HIGHWAY 183, 2 FEET NORTHEAST OF A
 AN2078'WITNESS POST, AND 1 FOOT NORTH OF A FENCE LINE THE MARK
 AN2078'PROJECTS 2 INCHES, AND THE DISK IS STAMPED WESER 1952.
 AN2078'
 AN2078'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2078
 AN2078                          STATION RECOVERY (1963)
 AN2078
 AN2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2078'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 AN2078'GOOD CONDITION AS DESCRIBED.  TO REACH THE STATION FROM THE
 AN2078'JUNCTION OF U.S. HIGHWAYS 183 AND 59 IN GOLIAD, GO NORTH ON
 AN2078'U.S. HIGHWAY 183 FOR 14.0 MILES TO THE SMALL VILLAGE OF WESER.
 AN2078'TURN RIGHT AND GO EAST OF A GARAGE THEN FOLLOW WESTERLY ALONG
 AN2078'A WOODEN FENCE LINE.  TURN LEFT AND GO NORTH, PASSING THROUGH
 AN2078'A CATTLE GUARD, FOR 0.05 MILE TO A ROAD FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2080 ***********************************************************************
 AN2080  DESIGNATION -  WESER ASK LUTH CHURCH SPIRE
 AN2080  PID         -  AN2080
 AN2080  STATE/COUNTY-  TX/GOLIAD
 AN2080  USGS QUAD   -  ANDER (1987)
 AN2080
 AN2080                         *CURRENT SURVEY CONTROL
 AN2080  ___________________________________________________________________
 AN2080* NAD 83(1993)-  28 51 29.89351(N)    097 20 41.86001(W)     ADJUSTED  
 AN2080* NAVD 88     -                                                        
 AN2080  ___________________________________________________________________
 AN2080  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AN2080  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN2080
 AN2080  HORZ ORDER  -  THIRD
 AN2080
 AN2080.The horizontal coordinates were established by classical geodetic methods
 AN2080.and adjusted by the National Geodetic Survey in February 1996..
 AN2080
 AN2080
 AN2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2080
 AN2080.The geoid height was determined by GEOID03.
 AN2080
 AN2080;                    North         East     Units Scale Factor Converg.
 AN2080;SPC TXSC     - 4,114,737.648   761,462.698   MT  0.99989760   +0 48 39.0
 AN2080;SPC TXSC     -13,499,768.43  2,498,232.20   sFT  0.99989760   +0 48 39.0
 AN2080;UTM  14      - 3,193,412.565   661,432.109   MT  0.99992160   +0 47 56.3
 AN2080
 AN2080                          SUPERSEDED SURVEY CONTROL
 AN2080
 AN2080  NAD 83(1986)-  28 51 29.89991(N)    097 20 41.84539(W) AD(       ) 4
 AN2080  NAD 27      -  28 51 28.95200(N)    097 20 40.86800(W) AD(       ) 3
 AN2080
 AN2080.Superseded values are not recommended for survey control.
 AN2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2080.See file dsdata.txt to determine how the superseded data were derived.
 AN2080
 AN2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6143293413(NAD 83)
 AN2080_MARKER: 90 = CHURCH SPIRE
 AN2080
 AN2080  HISTORY     - Date     Condition        Report By
 AN2080  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2080
 AN2080                          STATION DESCRIPTION
 AN2080
 AN2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2080'LOCATED 2 MILES EAST OF THE VILLAGE OF WESER, 300 FEET EAST
 AN2080'OF A CEMETERY, AND 50 FEET SOUTH OF A GRAVELED ROAD.  IT IS A
 AN2080'WHITE BUILDING 45 FEET HIGH WITH A SHINGLED SPIRE ON TOP.
 AN2080'POINT OBSERVED UPON, THE APEX OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1636 ***********************************************************************
 AB1636  DESIGNATION -  WESLACO MUNICIPAL TANK
 AB1636  PID         -  AB1636
 AB1636  STATE/COUNTY-  TX/HIDALGO
 AB1636  USGS QUAD   -  MERCEDES (1983)
 AB1636
 AB1636                         *CURRENT SURVEY CONTROL
 AB1636  ___________________________________________________________________
 AB1636* NAD 83(1993)-  26 09 42.19261(N)    097 59 24.32806(W)     ADJUSTED  
 AB1636* NAVD 88     -                                                        
 AB1636  ___________________________________________________________________
 AB1636  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AB1636  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AB1636
 AB1636  HORZ ORDER  -  THIRD
 AB1636
 AB1636.The horizontal coordinates were established by classical geodetic methods
 AB1636.and adjusted by the National Geodetic Survey in February 1996..
 AB1636
 AB1636
 AB1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1636
 AB1636.The geoid height was determined by GEOID03.
 AB1636
 AB1636;                    North         East     Units Scale Factor Converg.
 AB1636;SPC TX S     - 5,054,952.511   350,980.734   MT  1.00000125   +0 13 53.4
 AB1636;SPC TX S     -16,584,456.70  1,151,509.29   sFT  1.00000125   +0 13 53.4
 AB1636;UTM  14      - 2,893,985.757   600,933.756   MT  0.99972578   +0 26 43.1
 AB1636
 AB1636                          SUPERSEDED SURVEY CONTROL
 AB1636
 AB1636  NAD 83(1986)-  26 09 42.19926(N)    097 59 24.29151(W) AD(       ) 4
 AB1636  NAD 27      -  26 09 40.93073(N)    097 59 23.27741(W) AD(       ) 3
 AB1636
 AB1636.Superseded values are not recommended for survey control.
 AB1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1636.See file dsdata.txt to determine how the superseded data were derived.
 AB1636
 AB1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP0093493986(NAD 83)
 AB1636_MARKER: 53 = ELEVATED TANK
 AB1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1636+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AB1636
 AB1636  HISTORY     - Date     Condition        Report By
 AB1636  HISTORY     - 1947     FIRST OBSERVED   CGS
 AB1636  HISTORY     - 20040206 GOOD             GEOCAC
 AB1636
 AB1636                          STATION DESCRIPTION
 AB1636
 AB1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1636'STATION IS LOCATED IN THE CENTER OF WESLACO ON THE NORTH SIDE
 AB1636'OF SECOND STREET BETWEEN TEXAS BLVD. AND KANSAS STREET.  IT
 AB1636'IS A CYLINDER SHAPED CONCRETE WATER TANK ATOP A SIX-LEGGED
 AB1636'CONCRETE STRUCTURE AND ABOUT 100 FEET HIGH.  THE ROOF IS FLAT
 AB1636'AND THE POINT OBSERVED ON WAS THE VENT PIPE IN ITS CENTER.
 AB1636
 AB1636                          STATION RECOVERY (2004)
 AB1636
 AB1636'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1636'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1632 ***********************************************************************
 AB1632  DESIGNATION -  WESLACO STA KRGV RAD ANTENNA
 AB1632  PID         -  AB1632
 AB1632  STATE/COUNTY-  TX/HIDALGO
 AB1632  USGS QUAD   -  MERCEDES (1983)
 AB1632
 AB1632                         *CURRENT SURVEY CONTROL
 AB1632  ___________________________________________________________________
 AB1632* NAD 83(1993)-  26 09 31.76735(N)    097 59 47.33664(W)     ADJUSTED  
 AB1632* NAVD 88     -                                                        
 AB1632  ___________________________________________________________________
 AB1632  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AB1632  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AB1632
 AB1632  HORZ ORDER  -  THIRD
 AB1632
 AB1632.The horizontal coordinates were established by classical geodetic methods
 AB1632.and adjusted by the National Geodetic Survey in February 1996..
 AB1632
 AB1632
 AB1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1632
 AB1632.The geoid height was determined by GEOID03.
 AB1632
 AB1632;                    North         East     Units Scale Factor Converg.
 AB1632;SPC TX S     - 5,054,629.108   350,343.018   MT  1.00000198   +0 13 43.0
 AB1632;SPC TX S     -16,583,395.67  1,149,417.05   sFT  1.00000198   +0 13 43.0
 AB1632;UTM  14      - 2,893,660.067   600,297.427   MT  0.99972420   +0 26 32.8
 AB1632
 AB1632                          SUPERSEDED SURVEY CONTROL
 AB1632
 AB1632  NAD 83(1986)-  26 09 31.77412(N)    097 59 47.30000(W) AD(       ) 4
 AB1632  NAD 27      -  26 09 30.50245(N)    097 59 46.28293(W) AD(       ) 3
 AB1632
 AB1632.Superseded values are not recommended for survey control.
 AB1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1632.See file dsdata.txt to determine how the superseded data were derived.
 AB1632
 AB1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP0029793660(NAD 83)
 AB1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1632+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AB1632
 AB1632  HISTORY     - Date     Condition        Report By
 AB1632  HISTORY     - 1947     FIRST OBSERVED   CGS
 AB1632  HISTORY     - 20040206 GOOD             GEOCAC
 AB1632
 AB1632                          STATION DESCRIPTION
 AB1632
 AB1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1632'STATION IS LOCATED IN THE SOUTHWEST SECTION OF WESLACO, ABOUT
 AB1632'200 FEET NORTH OF FOURTH STREET AND 200 FEET WEST OF OKLAHOMA
 AB1632'AVE.  IT IS OF STEEL PIPE CONSTRUCTION ABOUT 150 FEET HIGH
 AB1632'AND PAINTED RED AND WHITE.  THE POINT OBSERVED ON WAS THE TOP
 AB1632'OF THE ANTENNA.
 AB1632
 AB1632                          STATION RECOVERY (2004)
 AB1632
 AB1632'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1632'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0890 ***********************************************************************
 EN0890  DESIGNATION -  WESLEY
 EN0890  PID         -  EN0890
 EN0890  STATE/COUNTY-  TX/RANDALL
 EN0890  USGS QUAD   -  WESLEY POINT (1984)
 EN0890
 EN0890                         *CURRENT SURVEY CONTROL
 EN0890  ___________________________________________________________________
 EN0890* NAD 83(1993)-  34 49 16.94731(N)    101 38 10.77503(W)     ADJUSTED  
 EN0890* NAVD 88     -      1063.4    (meters)    3489.     (feet)  VERTCON   
 EN0890  ___________________________________________________________________
 EN0890  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 EN0890  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EN0890
 EN0890  HORZ ORDER  -  FIRST
 EN0890
 EN0890.The horizontal coordinates were established by classical geodetic methods
 EN0890.and adjusted by the National Geodetic Survey in February 1996..
 EN0890
 EN0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0890
 EN0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0890
 EN0890.The geoid height was determined by GEOID03.
 EN0890
 EN0890;                    North         East     Units Scale Factor Converg.
 EN0890;SPC TX N     - 1,091,130.111   187,528.473   MT  0.99996470   -0 04 44.4
 EN0890;SPC TX N     - 3,579,816.04    615,249.67   sFT  0.99996470   -0 04 44.4
 EN0890;UTM  14      - 3,856,403.378   258,879.396   MT  1.00031663   -1 30 22.0
 EN0890
 EN0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0890!SPC TX N     -   0.99983725  x   0.99996470  =   0.99980196
 EN0890!UTM  14      -   0.99983725  x   1.00031663  =   1.00015383
 EN0890
 EN0890:                Primary Azimuth Mark                     Grid Az
 EN0890:SPC TX N     -  WESLEY RM 1 AZIMUTH                      037 26 14.1
 EN0890:UTM  14      -  WESLEY RM 1 AZIMUTH                      038 51 51.7
 EN0890
 EN0890|---------------------------------------------------------------------|
 EN0890| PID    Reference Object                     Distance      Geod. Az  |
 EN0890|                                                           dddmmss.s |
 EN0890| CJ9266 WESLEY RM 1 AZIMUTH                                0372129.7 |
 EN0890| EN0889 WAYSIDE ATT MICRO RELAY MST         APPROX. 6.6 KM 0883459.3 |
 EN0890| CJ9267 WESLEY RM 2                          83.588 METERS 09107     |
 EN0890| CJ8456 SCHOOLHOUSE CHIMNEY                                2223822.5 |
 EN0890| EN0899 HAPPY MUNICIPAL TANK                APPROX.21.8 KM 2470022.9 |
 EN0890| CJ9268 WESLEY RM 3                          25.935 METERS 27107     |
 EN0890|---------------------------------------------------------------------|
 EN0890
 EN0890                          SUPERSEDED SURVEY CONTROL
 EN0890
 EN0890  NAD 83(1993)-  34 49 16.95347(N)    101 38 10.76892(W) AD(       ) 1
 EN0890  NAD 83(1986)-  34 49 16.95389(N)    101 38 10.76795(W) AD(       ) 1
 EN0890  NAD 27      -  34 49 16.75000(N)    101 38 09.11800(W) AD(       ) 1
 EN0890  NGVD 29 (01/19/93) 1062.9    (m)         3487.     (f) VERT ANG       
 EN0890
 EN0890.Superseded values are not recommended for survey control.
 EN0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0890.See file dsdata.txt to determine how the superseded data were derived.
 EN0890
 EN0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5887956403(NAD 83)
 EN0890_MARKER: DS = TRIANGULATION STATION DISK
 EN0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0890+STABILITY: SURFACE MOTION
 EN0890
 EN0890  HISTORY     - Date     Condition        Report By
 EN0890  HISTORY     - 1932     MONUMENTED       CGS
 EN0890  HISTORY     - 1944     SEE DESCRIPTION  CGS
 EN0890  HISTORY     - 1954     GOOD             USGS
 EN0890  HISTORY     - 1964     GOOD             CGS
 EN0890
 EN0890                          STATION DESCRIPTION
 EN0890
 EN0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 EN0890'STATION IS 2 MILES N AND 5 MILES W OF WAYSIDE, ABOUT 1/4 MILE
 EN0890'W OF THE ARMSTRONG-RANDALL COUNTY LINE, ABOUT 1-1/2 MILES S OF THE
 EN0890'S RIM OF PALO DURO CANYON, ON LAND OWNED AND OCCUPIED BY MR. J.W.
 EN0890'WESLEY.
 EN0890'
 EN0890'TO REACH STATION FROM WAYSIDE GO W OUT OF TOWN ON SECTION-LINE
 EN0890'ROAD FOR 1.0 MILE.  TURN RIGHT (N) AND GO 1 MILE.  THEN LEFT
 EN0890'(W) 4.0 MILES.  RIGHT (N) 1.0 MILE TO LANE LEADING TO LEFT (W).
 EN0890'TURN INTO THIS LANE AND GO ABOUT 200 YARDS TO GATE ACROSS LANE
 EN0890'AND STATION SITE.  TO REACH THE STATION FROM CANYON GO S ON
 EN0890'U.S. HIGHWAY 385, 10.5 MILES FROM MAIN STREET OF CANYON TO
 EN0890'RALPHS SIDING.  CONTINUE S ON U.S. HIGHWAY 385 FOR 2 MILES TO
 EN0890'A ROAD TURNING OUT TO LEFT (E) AND FOLLOW THIS ROAD DUE E FOR
 EN0890'A DISTANCE OF ABOUT 14.5 MILES TO A FOUR CORNERS--THIS IS NOT
 EN0890'A REGULAR FOUR CORNERS, BUT THE ROAD CONTINUING TO THE E,
 EN0890'JOGS TO THE N ABOUT 100 METERS (328 FEET).  TURN LEFT (N) AND
 EN0890'GO 1.0 MILE TO LANE LEADING W (LEFT).  TURN INTO THIS LANE
 EN0890'AND GO ABOUT 200 METERS TO GATE AND STATION SITE.  THE
 EN0890'SPEEDOMETER READINGS LEADING TO THE FOUR CORNERS WERE OVER
 EN0890'MUDDY ROADS AND APT TO BE IN ERROR.  STATION IS ON PASTURE LAND,
 EN0890'40 FEET N OF CENTER OF LANE, AND 75 FEET E OF FENCE
 EN0890'LINE.
 EN0890'
 EN0890'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 EN0890'SET IN CONCRETE.
 EN0890'
 EN0890'SURFACE MARK PROJECTS 3 INCHES ABOVE GROUND.
 EN0890'
 EN0890'REFERENCE MARK NO. 1 PROJECTS 8 INCHES ABOVE THE GROUND, AND IS
 EN0890'AT FENCE CORNER ABOUT 400 FEET W OF RANCH HOUSE, 0.3 MILE FROM
 EN0890'STATION.
 EN0890'
 EN0890'REFERENCE MARK NO. 2 PROJECTS 8 INCHES ABOVE GROUND, IS 2 FEET
 EN0890'N OF FENCE LINE, AND 84.2 METERS (276 FEET) FROM STATION.
 EN0890'
 EN0890'OTHER BEARINGS FROM STATION ARE--CHIMNEY OF SCHOOLHOUSE 1 MILE
 EN0890'TO W, S 42 DEG 38 MIN W.  HAPPY, MUNICIPAL WATER TANK,
 EN0890'S 67 DEG 00 MIN W.
 EN0890
 EN0890                          STATION RECOVERY (1944)
 EN0890
 EN0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (WEW)
 EN0890'BEARINGS TAKEN WITH THEODOLITE SHOWED AN ANGLE OF 53 DEG 45 MIN
 EN0890'02 SEC BETWEEN REFERENCE MARKS 1 AND 2 AND AN ANGLE OF 131
 EN0890'DEG 32 MIN 18 SEC BETWEEN REFERENCE MARK 2 AND CHIMNEY ON
 EN0890'SCHOOLHOUSE.  THE RESULTING AZIMUTH FOR REFERENCE MARK 2 WOULD
 EN0890'BE 271 DEG 06 MIN 00 SEC.  REFERENCE MARK 2 APPEARED SECURE AND
 EN0890'GAVE NO EVIDENCE OF HAVING BEEN MOVED.  THE DISTANCE TO
 EN0890'REFERENCE MARK 2 WAS NOT MEASURED BUT SEEMED APPROXIMATELY
 EN0890'CORRECT.  IT WAS FOUND ABOUT 2 FEET N OF A FENCE LINE.
 EN0890'REFERENCE MARK 1 AND THE PRIMARY WERE IN GOOD CONDITION
 EN0890'AND APPARENTLY UNDISTURBED.
 EN0890
 EN0890                          STATION RECOVERY (1954)
 EN0890
 EN0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0890'RECOVERED BY USGS IN 1954.
 EN0890'
 EN0890'STATION MARK--STANDARD DISK STAMPED---WESLEY 1931---, SET IN THE TOP
 EN0890'OF A 16 IN. SQUARE CONCRETE POST PROJECTING 6 IN.
 EN0890
 EN0890                          STATION RECOVERY (1964)
 EN0890
 EN0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0890'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EN0890'CONDITION.  A REFERENCE MARK 3 WAS ESTABLISHED.  FOLLOWING IS A
 EN0890'COMPLETE NEW DESCRIPTION.
 EN0890'
 EN0890'THE STATION IS ABOUT 21 MILES NORTH-NORTHEAST OF TULIA AND
 EN0890'5-1/2 MILES WEST-NORTHWEST OF WAYSIDE, ON THE NORTH SIDE OF A
 EN0890'GRADED ROAD, ON PROPERTY OWNED BY MR. WESLEY.
 EN0890'
 EN0890'TO REACH THE STATION FROM THE POST OFFICE IN WAYSIDE, GO SOUTH
 EN0890'ON PAVED ROAD FOR 0.1 MILE TO THE JUNCTION WITH FARM ROAD 285.
 EN0890'TURN RIGHT ON FARM ROAD 285 AND GO WESTERLY FOR 5.9 MILES TO A
 EN0890'CROSSROAD.  TURN RIGHT ON GRADED ROAD AND GO NORTH FOR 1.0 MILE
 EN0890'TO A SIDE ROAD LEFT.  (TO REACH REFERENCE MARK 1, CONTINUE NORTH
 EN0890'ON GRADED ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.) TURN
 EN0890'LEFT ON GRADED ROAD AND GO WEST FOR 0.15 MILE TO THE STATION
 EN0890'ON THE RIGHT.
 EN0890'
 EN0890'STATION MARK IS A STANDARD DISK, STAMPED WESLEY 1931, SET IN
 EN0890'THE TOP OF A 16 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 EN0890'IT IS 42 FEET NORTH OF THE CENTERLINE OF A GRADED ROAD, 17 FEET
 EN0890'NORTH OF A WIRE FENCE AND 4.5 FEET NORTHWEST OF A WITNESS POST.
 EN0890'
 EN0890'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WESLEY NO 1 1931,
 EN0890'SET IN THE TOP OF A 16 INCH SQUARE CONCRETE POST PROJECTING
 EN0890'14 INCHES.  IT IS 47 FEET SOUTH OF A TELEPHONE LINE POLE, 19.6
 EN0890'FEET WEST OF THE CENTERLINE OF A GRADED ROAD, 2 FEET
 EN0890'SOUTH-SOUTHWEST OF A WITNESS POST AND 1.6 FEET WEST OF A WIRE
 EN0890'FENCE.
 EN0890'
 EN0890'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WESLEY NO 2 1931,
 EN0890'SET IN THE TOP OF A 16 INCH SQUARE CONCRETE POST PROJECTING
 EN0890'14 INCHES.  IT IS 18 FEET NORTH OF THE CENTERLINE OF THE GRADED
 EN0890'ROAD, 1 FOOT NORTH OF THE WIRE FENCE AND ABOUT THE SAME ELEVATION
 EN0890'AS THE STATION.
 EN0890'
 EN0890'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED WESLEY NO 3 1931,
 EN0890'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 EN0890'1 INCH.  IT IS 18 FEET NORTH OF THE CENTERLINE OF THE GRADED
 EN0890'ROAD, 8 FEET EAST OF A WIRE FENCE, 3 FEET NORTH OF THE WEST
 EN0890'GATE POST OF A WIRE GATE AND ABOUT THE SAME ELEVATION AS THE
 EN0890'STATION.
 EN0890'
 EN0890'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0203 ***********************************************************************
 DN0203  DESIGNATION -  WEST
 DN0203  PID         -  DN0203
 DN0203  STATE/COUNTY-  TX/HUNT
 DN0203  USGS QUAD   -  FARMERSVILLE (1962)
 DN0203
 DN0203                         *CURRENT SURVEY CONTROL
 DN0203  ___________________________________________________________________
 DN0203* NAD 83(1993)-  33 09 02.20870(N)    096 15 45.60320(W)     ADJUSTED  
 DN0203* NAVD 88     -       187.306  (meters)     614.52   (feet)  ADJUSTED  
 DN0203  ___________________________________________________________________
 DN0203  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DN0203  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0203  DYNAMIC HT  -         187.102 (meters)     613.85  (feet)  COMP
 DN0203  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 DN0203
 DN0203  HORZ ORDER  -  SECOND
 DN0203  VERT ORDER  -  SECOND    CLASS 0
 DN0203
 DN0203.The horizontal coordinates were established by classical geodetic methods
 DN0203.and adjusted by the National Geodetic Survey in February 1996..
 DN0203
 DN0203.The orthometric height was determined by differential leveling
 DN0203.and adjusted by the National Geodetic Survey in June 1991..
 DN0203
 DN0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0203
 DN0203.The geoid height was determined by GEOID03.
 DN0203
 DN0203.The dynamic height is computed by dividing the NAVD 88
 DN0203.geopotential number by the normal gravity value computed on the
 DN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0203.degrees latitude (g = 980.6199 gals.).
 DN0203
 DN0203.The modeled gravity was interpolated from observed gravity values.
 DN0203
 DN0203;                    North         East     Units Scale Factor Converg.
 DN0203;SPC TXNC     - 2,166,776.990   808,687.886   MT  0.99987411   +1 13 12.8
 DN0203;SPC TXNC     - 7,108,834.17  2,653,170.17   sFT  0.99987411   +1 13 12.8
 DN0203;UTM  14      - 3,671,320.836   755,314.184   MT  1.00040378   +1 29 51.7
 DN0203
 DN0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0203!SPC TXNC     -   0.99997459  x   0.99987411  =   0.99984871
 DN0203!UTM  14      -   0.99997459  x   1.00040378  =   1.00037836
 DN0203
 DN0203|---------------------------------------------------------------------|
 DN0203| PID    Reference Object                     Distance      Geod. Az  |
 DN0203|                                                           dddmmss.s |
 DN0203| DN0204 WEST RM 1                            28.517 METERS 05211     |
 DN0203| DN1112 CADDO MILLS MUNICIPAL TANK          APPROX. 9.9 KM 1612331.3 |
 DN0203| DN0202 WEST RM 2                            37.393 METERS 27800     |
 DN0203| DN1114 FARMERSVILLE MUN STANDPIPE          APPROX. 9.4 KM 2790504.4 |
 DN0203| DN0201 C 265                               APPROX. 0.5 KM 2793434.9 |
 DN0203|---------------------------------------------------------------------|
 DN0203
 DN0203                          SUPERSEDED SURVEY CONTROL
 DN0203
 DN0203  NAD 83(1993)-  33 09 02.21169(N)    096 15 45.59720(W) AD(       ) 2
 DN0203  NAD 83(1986)-  33 09 02.21565(N)    096 15 45.58988(W) AD(       ) 2
 DN0203  NAD 27      -  33 09 01.80000(N)    096 15 44.66800(W) AD(       ) 2
 DN0203  NGVD 29 (??/??/92)  187.279  (m)          614.43   (f) ADJ UNCH    2 0
 DN0203
 DN0203.Superseded values are not recommended for survey control.
 DN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0203.See file dsdata.txt to determine how the superseded data were derived.
 DN0203
 DN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5531471321(NAD 83)
 DN0203_MARKER: DS = TRIANGULATION STATION DISK
 DN0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0203_STAMPING: WEST 1950
 DN0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0203+STABILITY: SURFACE MOTION
 DN0203
 DN0203  HISTORY     - Date     Condition        Report By
 DN0203  HISTORY     - 1950     MONUMENTED       CGS
 DN0203  HISTORY     - 1954     GOOD             CGS
 DN0203  HISTORY     - 1954     GOOD             NGS
 DN0203  HISTORY     - 1955     GOOD             TXHD
 DN0203  HISTORY     - 1957     GOOD             CGS
 DN0203  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0203
 DN0203                          STATION DESCRIPTION
 DN0203
 DN0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DN0203'STATION IS LOCATED ABOUT 9 MILES WEST OF GREENVILLE AND 5
 DN0203'MILES EAST OF FARMERSVILLE ON THE RIGHT OF WAY OF STATE
 DN0203'HIGHWAY 24.  STATION IS 44 FEET EAST SOUTHEAST OF A SMALL
 DN0203'LONE ELM TREE AND 30 FEET SOUTH OF THE CENTERLINE OF HIGHWAY.
 DN0203'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DN0203'WEST 1950.
 DN0203'
 DN0203'REFERENCE MARK NO. 1 IS 46 FEET SOUTH OF SOUTH RAILROAD TRACK,
 DN0203'38 FEET NORTH OF CENTERLINE OF HIGHWAY AND 30 FEET EAST OF
 DN0203'TELEPHONE POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 DN0203'DISK IS STAMPED WEST NO 1 1950.
 DN0203'
 DN0203'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTERLINE OF
 DN0203'HIGHWAY.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 DN0203'STAMPED WEST NO 2 1950.
 DN0203'
 DN0203'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK C 265 1934
 DN0203'(AZIMUTH MARK).  THE MARK IS 49 FEET NORTH OF THE CENTERLINE
 DN0203'OF HIGHWAY, 33 FEET SOUTH OF RAILROAD TRACK, 27 FEET WEST
 DN0203'OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AND 2.5 FEET
 DN0203'NORTH OF WITNESS POST.  THE MARK IS AN 8 X 8 CONCRETE BLOCK,
 DN0203'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED C 265 1934.
 DN0203'
 DN0203'TO REACH FROM THE POST OFFICE IN GREENVILLE GO WEST ON STATE
 DN0203'HIGHWAY 24 FOR 9.2 MILES TO STATION ON LEFT OR SOUTH SIDE
 DN0203'OF HIGHWAY AS DESCRIBED.  CONTINUE WEST FOR 0.3 MILE TO
 DN0203'BENCH MARK C 265 ON RIGHT OR NORTH SIDE OF HIGHWAY AS DESCRIBED.
 DN0203'
 DN0203'A 74 FOOT SIGNAL AT STATION FLOYD IS VISIBLE AT 37 FEET.
 DN0203'
 DN0203'A 74 FOOT SIGNAL AT STATION CADDO IS VISIBLE AT 37 FEET.
 DN0203'
 DN0203'A 74 FOOT SIGNAL AT STATION HENDRICKS IS VISIBLE AT 37 FEET.
 DN0203'
 DN0203'A 74 FOOT SIGNAL AT STATION MARKHAM 1935 IS V.G.
 DN0203'
 DN0203'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DN0203
 DN0203                          STATION RECOVERY (1954)
 DN0203
 DN0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 DN0203'1.05 MILES WEST ALONG THE LOUISIANA, ARKANSAS AND TEXAS
 DN0203'RAILROAD FROM THE STATION SIGN AT FLOYD, 114 FEET SOUTH
 DN0203'OF THE SOUTH RAIL, 30 FEET SOUTH OF THE CENTER LINE OF STATE
 DN0203'HIGHWAY 24, 44 FEET SOUTHEAST OF A SMALL LONE ELM TREE, 16
 DN0203'FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, A
 DN0203'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 DN0203'POST WHICH IS FLUSH WITH THE GROUND, STAMPED WEST 1950.
 DN0203'
 DN0203'WEST R.M. 1 IS 93.0 FEET NORTHEAST OF TRIANGULATION STATION
 DN0203'WEST 1950, 46 FEET SOUTH OF THE SOUTH RAIL, 38 FEET NORTH
 DN0203'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF A TELEPHONE
 DN0203'POLE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 DN0203'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, A
 DN0203'REFERENCE MARK DISK STAMPED WEST NO 1 1950.
 DN0203'
 DN0203'WEST R.M. 2 IS 122.0 FEET WEST OF TRIANGULATION STATION WEST
 DN0203'1950, 113 FEET SOUTH OF THE SOUTH RAIL, 28 FEET SOUTH OF
 DN0203'THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF A FENCE,
 DN0203'3 FEET EAST OF A WITNESS POST, A REFERENCE MARK DISK SET
 DN0203'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 DN0203'STAMPED WEST NO 2 1950.
 DN0203
 DN0203                          STATION RECOVERY (1954)
 DN0203
 DN0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DN0203'1.05 MI W FROM FLOYD.
 DN0203'1.05 MILES WEST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0203'THE STATION SIGN AT FLOYD, 114 FEET SOUTH OF THE SOUTH RAIL, 30 FEET
 DN0203'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 24, 44 FEET SOUTHEAST OF A
 DN0203'SMALL LONE ELM TREE, 16 FEET NORTH OF A FENCE, 3 FEET EAST OF A
 DN0203'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 DN0203'THE GROUND.
 DN0203
 DN0203                          STATION RECOVERY (1955)
 DN0203
 DN0203'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN0203'STATION RECOVERED IN GOOD CONDITION.  STATION IS 29 FEET SOUTH
 DN0203'OF CENTERLINE OF SH 24.  R.M. 1 AND 2 RECOVERED IN GOOD
 DN0203'CONDITION.
 DN0203
 DN0203                          STATION RECOVERY (1957)
 DN0203
 DN0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN0203'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED IN
 DN0203'GOOD CONDITION AS DESCRIBED.  STATION IS 1.05 MILES WEST
 DN0203'ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM STATION
 DN0203'SIGN AT FLOYD, 114 FEET SOUTH OF SOUTH RAIL, 30 FEET SOUTH
 DN0203'OF CENTERLINE OF S.H. 24, 44 FEET SOUTHEAST OF SMALL HACKBERRY
 DN0203'TREE, 16 FEET NORTH OF FENCE, 3 FEET EAST OF WITNESS POST,
 DN0203'ABOUT 200 FEET WEST OF MILEPOST 2 AND WHITE MARKER (WX) ON
 DN0203'RAILROAD, A TRIANGULATION STATION DISK SET IN TOP OF CONCRETE
 DN0203'POST WHICH IS FLUSH WITH GROUND, STAMPED WEST 1950.  THERE
 DN0203'ARE 3 TREES ON THIS RIDGE, ALL ON SOUTH SIDE OF ROAD.  THE
 DN0203'TWO END TREES ARE ELMS, THE MIDDLE ONE IS A HACKBERRY.  THE
 DN0203'STATION IS REFERENCED WITH REGARD TO THE HACKBERRY.
 DN0203'
 DN0203'WEST R.M. NO. 1 IS 93.0 FEET NE OF TRIANGULATION STATION WEST
 DN0203'1950, 46 FEET S OF S RAIL, 38 FEET N OF CENTERLINE OF HIGHWAY,
 DN0203'30 FEET E OF TELEPHONE POLE, 3 FEET W OF WITNESS POST, SET
 DN0203'IN TOP OF CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE GROUND,
 DN0203'A REFERENCE MARK DISK STAMPED WEST NO. 1 1950.
 DN0203'
 DN0203'WEST R.M. NO. 2 IS 122.0 FEET W OF TRIANGULATION STATION
 DN0203'WEST 1950, 113 FEET S OF S RAIL, 23 FEET S OF CENTERLINE
 DN0203'OF HIGHWAY, 16 FEET N OF FENCE, 3 FEET E OF WITNESS POST,
 DN0203'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 DN0203'WHICH IS FLUSH WITH THE GROUND, STAMPED WEST NO. 2 1950.
 DN0203
 DN0203                          STATION RECOVERY (1994)
 DN0203
 DN0203'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0277 ***********************************************************************
 AJ0277  DESIGNATION -  WEST
 AJ0277  PID         -  AJ0277
 AJ0277  STATE/COUNTY-  TX/JIM WELLS
 AJ0277  USGS QUAD   -  ELLA (1963)
 AJ0277
 AJ0277                         *CURRENT SURVEY CONTROL
 AJ0277  ___________________________________________________________________
 AJ0277* NAD 83(1986)-  27 27 55.     (N)    098 03 31.     (W)     SCALED    
 AJ0277* NAVD 88     -        40.70   (+/-2cm)     133.5    (feet)  VERTCON   
 AJ0277  ___________________________________________________________________
 AJ0277  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AJ0277
 AJ0277  VERT ORDER  -  ? (See Below)
 AJ0277
 AJ0277.The horizontal coordinates were scaled from a topographic map and have
 AJ0277.an estimated accuracy of +/- 6 seconds.
 AJ0277
 AJ0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0277.The vertical order pertains to the NGVD 29 superseded value.
 AJ0277
 AJ0277.The geoid height was determined by GEOID03.
 AJ0277
 AJ0277;                    North         East    Units  Estimated Accuracy
 AJ0277;SPC TX S     - 5,199,350.      343,630.      MT  (+/- 180 meters Scaled)
 AJ0277
 AJ0277                          SUPERSEDED SURVEY CONTROL
 AJ0277
 AJ0277  NGVD 29 (??/??/92)   40.797  (m)          133.85   (f) ADJ UNCH    ?  
 AJ0277
 AJ0277.Superseded values are not recommended for survey control.
 AJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0277.See file dsdata.txt to determine how the superseded data were derived.
 AJ0277
 AJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR930383(NAD 83)
 AJ0277_MARKER: DD = SURVEY DISK
 AJ0277_SETTING: 0 = UNSPECIFIED SETTING
 AJ0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0277
 AJ0277  HISTORY     - Date     Condition        Report By
 AJ0277  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0277  HISTORY     - 1976     GOOD             TXHD
 AJ0277
 AJ0277                          STATION DESCRIPTION
 AJ0277
 AJ0277'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0277'10.7 MI NE FROM PREMONT.
 AJ0277'7.65 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AJ0277'STATION AT PREMONT, THENCE 3.05 MILES EAST ALONG THE EXXON REFINERY
 AJ0277'RD. THENCE .3 MI SOUTH ALONG RD.  BM SCALED FROM 7.5 MI N TOPO MAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0587 ***********************************************************************
 AO0587  DESIGNATION -  WEST
 AO0587  PID         -  AO0587
 AO0587  STATE/COUNTY-  TX/LIVE OAK
 AO0587  USGS QUAD   -  THREE RIVERS (1984)
 AO0587
 AO0587                         *CURRENT SURVEY CONTROL
 AO0587  ___________________________________________________________________
 AO0587* NAD 83(1993)-  28 24 08.23714(N)    098 09 43.65342(W)     ADJUSTED  
 AO0587* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 AO0587  ___________________________________________________________________
 AO0587  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AO0587  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AO0587
 AO0587  HORZ ORDER  -  SECOND
 AO0587
 AO0587.The horizontal coordinates were established by classical geodetic methods
 AO0587.and adjusted by the National Geodetic Survey in February 1996..
 AO0587
 AO0587.The orthometric height was scaled from a topographic map.
 AO0587
 AO0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0587
 AO0587.The geoid height was determined by GEOID03.
 AO0587
 AO0587;                    North         East     Units Scale Factor Converg.
 AO0587;SPC TXSC     - 4,063,352.183   682,105.616   MT  0.99999461   +0 24 37.7
 AO0587;SPC TXSC     -13,331,181.29  2,237,874.84   sFT  0.99999461   +0 24 37.7
 AO0587;UTM  14      - 3,142,052.659   582,075.532   MT  0.99968314   +0 23 54.8
 AO0587
 AO0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0587!SPC TXSC     -   0.99999140  x   0.99999461  =   0.99998601
 AO0587!UTM  14      -   0.99999140  x   0.99968314  =   0.99967454
 AO0587
 AO0587:                Primary Azimuth Mark                     Grid Az
 AO0587:SPC TXSC     -  GEORGE WEST MUNICIPAL TANK               152 09 23.3
 AO0587:UTM  14      -  GEORGE WEST MUNICIPAL TANK               152 10 06.2
 AO0587
 AO0587|---------------------------------------------------------------------|
 AO0587| PID    Reference Object                     Distance      Geod. Az  |
 AO0587|                                                           dddmmss.s |
 AO0587| AO0582 GEORGE WEST MUNICIPAL TANK          APPROX. 8.9 KM 1523401.0 |
 AO0587| CV5790 WEST RM 2                            18.894 METERS 21416     |
 AO0587| CV5788 WEST AZ MK                                         2763827.9 |
 AO0587| CV5789 WEST RM 1                            39.243 METERS 32222     |
 AO0587| AO0588 THREE RIVERS MUNICIPAL TANK         APPROX. 7.1 KM 3413830.8 |
 AO0587|---------------------------------------------------------------------|
 AO0587
 AO0587                          SUPERSEDED SURVEY CONTROL
 AO0587
 AO0587  NAD 83(1986)-  28 24 08.24269(N)    098 09 43.63196(W) AD(       ) 2
 AO0587  NAD 27      -  28 24 07.25400(N)    098 09 42.60800(W) AD(       ) 2
 AO0587
 AO0587.Superseded values are not recommended for survey control.
 AO0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0587.See file dsdata.txt to determine how the superseded data were derived.
 AO0587
 AO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8207642053(NAD 83)
 AO0587_MARKER: DS = TRIANGULATION STATION DISK
 AO0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0587
 AO0587  HISTORY     - Date     Condition        Report By
 AO0587  HISTORY     - 1953     MONUMENTED       CGS
 AO0587  HISTORY     - 1963     GOOD             CGS
 AO0587  HISTORY     - 1967     GOOD             HUMBLE
 AO0587
 AO0587                          STATION DESCRIPTION
 AO0587
 AO0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0587'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST
 AO0587'OF GEORGE WEST.  4 MILES SOUTH-SOUTHEAST OF THREE RIVERS.
 AO0587'AND 0.4 MILE EAST-NORTHEAST OF U.S. HIGHWAY 281.
 AO0587'
 AO0587'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 AO0587'HIGHWAY 202 IN GEORGE WEST, GO NORTHERLY ON U.S. HIGHWAY
 AO0587'281 FOR 5.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST,
 AO0587'AND GO 0.1 MILE TO A RAIL ROAD TRACK.  CONTINUE STRAIGHT
 AO0587'AHEAD ON THE MAIN ROAD FOR 0.3 MILE TO THE TOP OF A RISE
 AO0587'AND A POINT WHERE THE MAIN ROAD TURNS RIGHT.  GO EAST FROM
 AO0587'THIS POINT 125 FEET TO A FENCE CORNER AND THE STATION SITE.
 AO0587'
 AO0587'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AO0587'POSTS.
 AO0587'
 AO0587'THE STATION MARK IS STAMPED WEST 1953, AND IT PROJECTS 4
 AO0587'INCHES.  THE MARK IS LOCATED 102 FEET EAST-NORTHEAST OF THE
 AO0587'EAST END OF AN IRON CATTLE GUARD, AND 20 FEET WEST OF A
 AO0587'FENCE CORNER.  ON PROPERTY OF MR. ALBERT WEST OF GEORGE
 AO0587'WEST, TEXAS.
 AO0587'
 AO0587'REFERENCE MARK NO. 1 IS STAMPED WEST NO 1 1953, AND IT PROJECTS
 AO0587'4 INCHES.  THE MARK IS LOCATED 65 FEET NORTHWEST OF THE
 AO0587'NORTHWEST END OF A WOODEN GATE.  58 FEET SOUTHEAST OF SOME
 AO0587'SMALL TANKS AND VALVES.  AND 1 FOOT SOUTH OF A FENCE CORNER.
 AO0587'
 AO0587'REFERENCE MARK NO. 2 IS STAMPED WEST NO 2 1953, AND IT PROJECTS
 AO0587'4 INCHES.  THE MARK IS LOCATED 45 FEET EAST OF THE EAST END
 AO0587'OF AN IRON CATTLE GUARD AND 1 FOOT NORTH OF A FENCE LINE.
 AO0587'
 AO0587'THE AZIMUTH MARK IS STAMPED WEST 1953, AND IT PROJECTS 3
 AO0587'INCHES.  THE MARK IS LOCATED ABOUT 0.5 MILE WEST OF THE
 AO0587'STATION.  48 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 AO0587'281.  3 FEET NORTH OF A POWER LINE POLE.  AND 2 FEET SOUTH
 AO0587'OF A WHITE WITNESS POST.
 AO0587'
 AO0587'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO U.S.
 AO0587'HIGHWAY 281.  TURN RIGHT ON U.S. HIGHWAY 281 AND GO NORTHERLY
 AO0587'0.3 MILE TO THE TOP OF A RISE AND A SIDE ROAD LEFT.  THE
 AO0587'AZIMUTH MARK IS ON THE RIGHT AS DESCRIBED.
 AO0587'
 AO0587'THE AZIMUTH MARK IS VISIBLE 12 FEET ABOVE THE STATION MARK.
 AO0587'THE OBSTRUCTION IS NEAR THE STATION.
 AO0587'
 AO0587'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AO0587
 AO0587                          STATION RECOVERY (1963)
 AO0587
 AO0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AO0587'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AO0587'CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT RECOVERED.
 AO0587'
 AO0587'TO REACH STATION FROM GEORGE WEST, GO NORTH ALONG U.S. 281
 AO0587'5.43 MILES TO ENTRANCE TO KITTIE PLANT (MOBILE OIL CO.) ON
 AO0587'RIGHT.  TURN RIGHT AND PROCEED 0.393 MILE TO TOP OF RIDGE
 AO0587'ON NORTH SIDE OF PLANT STATION IS 56 FT SOUTH OF ROAD.
 AO0587
 AO0587                          STATION RECOVERY (1967)
 AO0587
 AO0587'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AO0587'STATION MARK R.M. 1, R.M. 2 AND AZIMUTH MARK ALL RECOVERED
 AO0587'IN GOOD CONDITION.  STATION AND REFERENCE MARKS LOCATED IN
 AO0587'YARD OF KITTIE GAS PLANT.  STATION OCCUPIED JUNE 1967.  IT
 AO0587'WAS NECESSARY TO TRIM TREES BETWEEN STATION AND AZIMUTH
 AO0587'MARK TO VIEW AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1246 ***********************************************************************
 BZ1246  DESIGNATION -  WEST
 BZ1246  PID         -  BZ1246
 BZ1246  STATE/COUNTY-  TX/MCLENNAN
 BZ1246  USGS QUAD   -  WEST (1979)
 BZ1246
 BZ1246                         *CURRENT SURVEY CONTROL
 BZ1246  ___________________________________________________________________
 BZ1246* NAD 83(1993)-  31 47 12.89368(N)    097 06 08.07926(W)     ADJUSTED  
 BZ1246* NAVD 88     -       199.0    (meters)     653.     (feet)  VERTCON   
 BZ1246  ___________________________________________________________________
 BZ1246  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 BZ1246  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BZ1246
 BZ1246  HORZ ORDER  -  FIRST
 BZ1246
 BZ1246.The horizontal coordinates were established by classical geodetic methods
 BZ1246.and adjusted by the National Geodetic Survey in February 1996..
 BZ1246
 BZ1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1246
 BZ1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1246
 BZ1246.The geoid height was determined by GEOID03.
 BZ1246
 BZ1246;                    North         East     Units Scale Factor Converg.
 BZ1246;SPC TX C     - 3,239,493.051 1,005,969.233   MT  0.99997552   +1 39 51.1
 BZ1246;SPC TX C     -10,628,236.78  3,300,417.39   sFT  0.99997552   +1 39 51.1
 BZ1246;SPC TXNC     - 2,014,215.978   732,394.053   MT  1.00011394   +0 45 44.4
 BZ1246;SPC TXNC     - 6,608,306.92  2,402,862.82   sFT  1.00011394   +0 45 44.4
 BZ1246;UTM  14      - 3,518,385.059   679,681.226   MT  0.99999819   +0 59 59.8
 BZ1246
 BZ1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1246!SPC TX C     -   0.99997299  x   0.99997552  =   0.99994851
 BZ1246!SPC TXNC     -   0.99997299  x   1.00011394  =   1.00008692
 BZ1246!UTM  14      -   0.99997299  x   0.99999819  =   0.99997118
 BZ1246
 BZ1246:                Primary Azimuth Mark                     Grid Az
 BZ1246:SPC TX C     -  ABBOTT MUNICIPAL TANK                    013 15 05.9
 BZ1246:SPC TXNC     -  ABBOTT MUNICIPAL TANK                    014 09 12.6
 BZ1246:UTM  14      -  ABBOTT MUNICIPAL TANK                    013 54 57.2
 BZ1246
 BZ1246|---------------------------------------------------------------------|
 BZ1246| PID    Reference Object                     Distance      Geod. Az  |
 BZ1246|                                                           dddmmss.s |
 BZ1246| BZ1239 ABBOTT MUNICIPAL TANK               APPROX.11.2 KM 0145457.0 |
 BZ1246| BZ1241 ABBOTT METHODIST CH STEEPLE         APPROX.11.3 KM 0150114.4 |
 BZ1246| BZ1245 WEST STANDPIPE                      APPROX. 1.8 KM 0254730.2 |
 BZ1246| BZ1249 WEST TANK ON TOP COTTON MILL        APPROX. 1.9 KM 0351121.4 |
 BZ1246| BZ1250 WEST BRAZOS VAL COTTON MILL TK      APPROX. 1.9 KM 0354315.4 |
 BZ1246| CV5785 WEST RM                              38.940 METERS 06242     |
 BZ1246| BZ1430 PENELOPE RED BRICK BLDG DOME        APPROX.18.2 KM 0625850.0 |
 BZ1246| BZ1429 HUBBARD MUNICIPAL STANDPIPE         APPROX.29.8 KM 0764113.0 |
 BZ1246| CV5786 WEST RM 1                            24.606 METERS 07812     |
 BZ1246| BZ1424 AXTELL SMOKESTACK 3                 APPROX.19.0 KM 1374519.6 |
 BZ1246| BZ1423 AXTELL SMOKESTACK 2                 APPROX.19.2 KM 1382415.3 |
 BZ1246| BZ1421 AXTELL LOW SMOKESTACK 1             APPROX.24.6 KM 1393054.1 |
 BZ1246| BZ1261 WACO ARMY AIR FIELD BEACON          APPROX.16.7 KM 1734344.8 |
 BZ1246| BZ1260 LACY LAKEVIEW WATER TANK            APPROX.16.5 KM 1815034.8 |
 BZ1246| BZ1265 WACO TEX PWR AND LT CO STACK        APPROX.25.2 KM 1840342.5 |
 BZ1246| BZ1276 WACO AMICABLE BUILDING FLAG         APPROX.25.7 KM 1861721.4 |
 BZ1246| BZ1283 WACO AMICABLE CEN ELEV SHAFT        APPROX.25.6 KM 1861823.0 |
 BZ1246| CV5784 WEST AZ MK                                         1891935.9 |
 BZ1246| CV5787 WEST RM 2                            19.256 METERS 21450     |
 BZ1246| BZ1251 AQUILLA                             APPROX.15.8 KM 3010750.8 |
 BZ1246| CS3076 WACO FORT WORTH AIRWAY BCN 47       APPROX.31.8 KM 3320135.4 |
 BZ1246| CS3063 HILLSBORO MUNICIPAL STANDPIPE       APPROX.25.1 KM 3525927.7 |
 BZ1246| CS3066 HILLSBORO COTTON MILLS TANK         APPROX.25.3 KM 3530607.3 |
 BZ1246| CS3065 HILLSBORO HILL CO CTHSE TOWER       APPROX.25.0 KM 3534911.8 |
 BZ1246|---------------------------------------------------------------------|
 BZ1246
 BZ1246                          SUPERSEDED SURVEY CONTROL
 BZ1246
 BZ1246  NAD 83(1986)-  31 47 12.90242(N)    097 06 08.05956(W) AD(       ) 1
 BZ1246  NAD 27      -  31 47 12.32300(N)    097 06 07.05100(W) AD(       ) 1
 BZ1246  NGVD 29 (07/19/86)  198.9    (m)          653.     (f) VERT ANG       
 BZ1246
 BZ1246.Superseded values are not recommended for survey control.
 BZ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1246.See file dsdata.txt to determine how the superseded data were derived.
 BZ1246
 BZ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA7968118385(NAD 83)
 BZ1246_MARKER: DS = TRIANGULATION STATION DISK
 BZ1246_SETTING: 0 = UNSPECIFIED SETTING
 BZ1246
 BZ1246  HISTORY     - Date     Condition        Report By
 BZ1246  HISTORY     - 1919     MONUMENTED       CGS
 BZ1246  HISTORY     - 1935     GOOD             CGS
 BZ1246  HISTORY     - 1937     GOOD             TXHD
 BZ1246  HISTORY     - 1940     GOOD             TSI
 BZ1246  HISTORY     - 1942     GOOD             CGS
 BZ1246  HISTORY     - 1944     GOOD             CGS
 BZ1246  HISTORY     - 1948     GOOD             CGS
 BZ1246  HISTORY     - 1956     GOOD             USGS
 BZ1246  HISTORY     - 1958     SEE DESCRIPTION  CGS
 BZ1246  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1246
 BZ1246                          STATION DESCRIPTION
 BZ1246
 BZ1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1246'ABOUT 1 MILE S OF THE TOWN OF WEST, 300 METERS (984 FEET)
 BZ1246'W OF THE TEXAS ELECTRIC RAILWAY, 80 METERS (262 FEET) E OF
 BZ1246'THE WEST-TOKIO ROAD, IN THE EDGE OF A PASTURE, AND 45 METERS
 BZ1246'(148 FEET) SW OF A HOUSE BELONGING TO G.R. HURLOCK, AND
 BZ1246'RENTED BY L.D. WILLIAMS.  STATION IS 8 METERS (26 FEET) W
 BZ1246'OF WIRE FENCE AND FIELD.
 BZ1246'
 BZ1246'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 BZ1246'IN CONCRETE.  REFERENCE MARK IS A BRONZE REFERENCE DISK SET
 BZ1246'IN CONCRETE.
 BZ1246'
 BZ1246'REFERENCE MARK IS PLACED ALONGSIDE THE FENCE AROUND THE
 BZ1246'HOUSE AND 38.94 METERS (127.8 FEET) FROM THE STATION
 BZ1246'N 62 DEG 42 MIN E.
 BZ1246'
 BZ1246'THE BEARING OF WEST, TALL RED CHURCH SPIRE, DISTANT 1 MILE,
 BZ1246'IS N 14 DEG 16 MIN W.
 BZ1246
 BZ1246                          STATION RECOVERY (1935)
 BZ1246
 BZ1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1246'STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 BZ1246'IT IS IN PLAIN VIEW FROM THE SE SIDE OF THE HOUSE FORMERLY
 BZ1246'OCCUPIED BY L.D. WILLIAMS, BUT NOW OCCUPIED BY JOE PAVELKA.
 BZ1246'IT IS LOCATED IN A GROUP OF MESQUITE TREES IN A GRASSY PASTURE
 BZ1246'DIRECTLY BEHIND THE HOUSE.  IT PROJECTS ABOUT 4 INCHES ABOVE
 BZ1246'THE GROUND AND IS IN NO DANGER OF EVER BEING COVERED OVER.
 BZ1246'
 BZ1246'THE REFERENCE MARK HAS BEEN DESTROYED.  NOTHING REMAINS OF THE
 BZ1246'MARK EXCEPT SOME BROKEN FRAGMENTS OF CONCRETE.  THESE REMAINS
 BZ1246'MAY BE FOUND ON THE FENCE LINE OF THE FENCE AROUND THE SE
 BZ1246'SIDE OF JOE PAVELKAS HOUSE, ABOUT 2 METERS NW OF A LARGE
 BZ1246'MESQUITE TREE ON THE SE FENCE LINE, AND ABOUT 3-1/2 METERS
 BZ1246'NW OF A HACKBERRY TREE IN THE S FENCE CORNER OF THE YARD.
 BZ1246'
 BZ1246'TO REACH STATION FROM WEST, GO S ON THE ASPHALT ROAD RUNNING
 BZ1246'ON THE E SIDE OF THE DEPOT TO A WHITE HOUSE ON THE LEFT OR E
 BZ1246'SIDE OF THE ROAD, DISTANCE 0.7 MILE.  TAKE GRAVEL ROAD TURNING
 BZ1246'W AT THIS POINT.  THIS IS THE WEST-TOKIO ROAD.  FOLLOW THIS
 BZ1246'GRAVEL ROAD 0.45 MILE TO TWO OLD HOUSES, ONE ON EITHER SIDE
 BZ1246'OF THE ROAD.  TURN IN, THROUGH CATTLE GUARD, TO HOUSE ON THE
 BZ1246'LEFT.  THIS IS THE HOUSE OF JOE PAVELKA.  TOTAL DISTANCE FROM
 BZ1246'DEPOT AT WEST TO PAVELKAS HOUSE IS 1.15 MILES.
 BZ1246
 BZ1246                          STATION RECOVERY (1937)
 BZ1246
 BZ1246'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1246'STATION RECOVERED IN GOOD CONDITION.  SUBSTITUTE 265 FEET EAST
 BZ1246'OF STATE HIGHWAY 2 FOR 80 METERS (262 FEET) EAST OF THE
 BZ1246'WEST-TOKIO ROAD.  NO ATTEMPT MADE TO RECOVER REFERENCE MARK.
 BZ1246
 BZ1246                          STATION RECOVERY (1940)
 BZ1246
 BZ1246'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 BZ1246'RECOVERED AS DESCRIBED.
 BZ1246
 BZ1246                          STATION RECOVERY (1942)
 BZ1246
 BZ1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 BZ1246'STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 BZ1246'MARKS AND AN AZIMUTH MARK WERE SET.
 BZ1246'
 BZ1246'STATION IS ABOUT 1 MILE S OF THE TOWN OF WEST, 300 FEET E
 BZ1246'OF THE WACO-HILLSBORO ROAD (U.S. HIGHWAY 77), 15 FEET N OF LANE
 BZ1246'TO FARMHOUSE, AND 250 FEET W OF HOUSE.
 BZ1246'
 BZ1246'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1246'DISKS SET IN CONCRETE.
 BZ1246'
 BZ1246'REFERENCE MARK 1 IS ESE OF THE STATION, IN THE FENCE LINE
 BZ1246'ALONG THE N SIDE OF THE LANE.  IT IS A BRONZE REFERENCE
 BZ1246'DISK, STAMPED WEST NO 1 1942.
 BZ1246'
 BZ1246'REFERENCE MARK 2 IS WSW OF THE STATION, IN THE FENCE LINE
 BZ1246'ALONG THE N SIDE OF THE LANE.  IT IS A BRONZE REFERENCE
 BZ1246'DISK, STAMPED WEST NO 2 1942.
 BZ1246'
 BZ1246'BOTH REFERENCE MARKS PROJECT ABOUT 3 INCHES ABOVE THE GROUND.
 BZ1246'
 BZ1246'AZIMUTH MARK IS 0.3 MILE S OF THE STATION, 23 PACES E OF
 BZ1246'THE CENTER LINE OF U.S. HIGHWAY 77, AND 200 FEET N OF A
 BZ1246'SMALL SERVICE STATION ON THE E SIDE OF THE ROAD.  IT IS
 BZ1246'A BRONZE AZIMUTH DISK, STAMPED WEST 1942.  IT PROJECTS ABOUT
 BZ1246'3 INCHES.
 BZ1246'
 BZ1246'TO REACH THE STATION FROM WEST, AT THE INTERSECTION OF U.S.
 BZ1246'HIGHWAY 77 AND A PAVED ROAD E LEADING INTO THE TOWN OF WEST,
 BZ1246'GO S ON U.S. HIGHWAY 77 FOR 1.3 MILES TO STATION ON THE
 BZ1246'LEFT.
 BZ1246
 BZ1246                          STATION RECOVERY (1944)
 BZ1246
 BZ1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1246'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE DESCRIPTION
 BZ1246'BY P.L.B. IN 1942 WAS FOUND TO BE COMPLETE AND ADEQUATE.
 BZ1246
 BZ1246                          STATION RECOVERY (1948)
 BZ1246
 BZ1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1246'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 BZ1246'REFERENCE MARKS AND AZIMUTH MARK WAS SET IN 1942.  DESCRIPTION
 BZ1246'ADEQUATE EXCEPT FOR SLIGHT CHANGES.  A NEW DESCRIPTION FOLLOWS.
 BZ1246'
 BZ1246'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH-SOUTHWEST OF THE
 BZ1246'TOWN OF WEST.  IT IS ABOUT 300 FEET EAST OF U.S. HIGHWAYS
 BZ1246'77 AND 81, 163 FEET WEST OF THE FARM HOUSE, 38 FEET NORTH
 BZ1246'OF THE LANE LEADING TO HOUSE AND 4 FEET SOUTH OF A WITNESS
 BZ1246'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 BZ1246'WEST 1919.
 BZ1246'
 BZ1246'REFERENCE MARK NO. 1 IS 80.73 FEET EAST-NORTHEAST OF THE
 BZ1246'STATION, IN THE FENCE LINE ALONG THE NORTH SIDE OF THE LANE.
 BZ1246'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED WEST NO 1 1942.
 BZ1246'
 BZ1246'REFERENCE MARK NO. 2 IS 63.18 FEET SOUTHWEST OF THE STATION,
 BZ1246'IN THE FENCE LINE ALONG THE NORTH SIDE OF THE LANE.  THE MARK
 BZ1246'PROJECTS 3 INCHES AND THE DISK IS STAMPED WEST NO 2 1942.
 BZ1246'
 BZ1246'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION, 117
 BZ1246'FEET NORTH OF A SERVICE STATION, 59 FEET EAST OF THE CENTER LINE
 BZ1246'OF HIGHWAYS 77 AND 81 AND 2.5 FEET SOUTHEAST OF A POWER
 BZ1246'LINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 BZ1246'WEST 1942.
 BZ1246'
 BZ1246'TO REACH FROM THE JUNCTION OF SPUR 53 WITH U.S. HIGHWAYS
 BZ1246'77 AND 81 AT THE WEST EDGE OF WEST, GO SOUTH ON HIGHWAYS
 BZ1246'77 AND 81 FOR 1.2 MILES TO A CROSSROAD, CONTINUE ON FOR 0.1
 BZ1246'MILE TO A LANE ON THE LEFT, TURN LEFT ON LANE FOR ABOUT 75
 BZ1246'YARDS TO THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 BZ1246'STATION, GO WEST TO HIGHWAYS, TURN LEFT ON HIGHWAYS 77 AND
 BZ1246'81 FOR 0.3 MILE TO A SERVICE STATION ON THE LEFT AND THE
 BZ1246'MARK.
 BZ1246'
 BZ1246'A 47 FOOT SIGNAL AT AQUILLA 1944 IS VISIBLE AT 37 FEET.
 BZ1246'
 BZ1246'AN 87 FOOT SIGNAL AT VAUGHAN IS VISIBLE AT 37 FEET.
 BZ1246'
 BZ1246'A 74 FOOT SIGNAL AT ABBOTT IS VISIBLE AT 50 FEET.
 BZ1246'
 BZ1246'A 74 FOOT SIGNAL AT PENELOPE IS VISIBLE AT 50 FEET.
 BZ1246'
 BZ1246'A 74 FOOT SIGNAL AT HUBBARD 1919 IS VISIBLE AT 50 FEET.
 BZ1246'
 BZ1246'A 74 FOOT SIGNAL AT MOUNT CALM IS VISIBLE AT 50 FEET.
 BZ1246'
 BZ1246'A 74 FOOT SIGNAL AT WILIE 1919 IS VISIBLE AT 50 FEET.
 BZ1246'
 BZ1246'A 100 FOOT SIGNAL AT MC HILL IS VISIBLE AT 50 FEET.
 BZ1246'
 BZ1246'AN 87 FOOT SIGNAL AT MC LENNAN IS VISIBLE AT 37 FEET.
 BZ1246'
 BZ1246'HEIGHT OF LIGHT ABOVE STATION MARK- 22 METERS.
 BZ1246
 BZ1246                          STATION RECOVERY (1956)
 BZ1246
 BZ1246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BZ1246'THE TEXAS ELECTRIC RAILWAY HAS BEEN DISMANTLED.  OTHER LANDMARKS
 BZ1246'MENTIONED IN PREVIOUS DESCRIPTIONS STILL EXIST.  THE STATION
 BZ1246'MARK IS 122 FEET EAST OF CENTER LINE OF THE NORTH BOUND
 BZ1246'TRAFFIC LANE OF U.S. HIGHWAYS 77 AND 81 (A DIVIDED HIGHWAY)
 BZ1246'AND 39 FEET NORTH OF THE CENTER LINE OF A GRAVELED DRIVEWAY
 BZ1246'TO A HOUSE EAST OF THE MARK.
 BZ1246
 BZ1246                          STATION RECOVERY (1958)
 BZ1246
 BZ1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 BZ1246'THIS STATION AND REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD
 BZ1246'CONDITION AS DESCRIBED.  THE AZIMUTH MARK AND REFERENCE
 BZ1246'NO. 2 HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION EQUIPMENT.
 BZ1246'WEST 2 1958 WAS ESTABLISHED IN THE VICINITY AND WEST AND R.M.
 BZ1246'NO. 1 WERE DESTROYED TO CLEAR NEW HIGHWAY CONSTRUCTION.
 BZ1246
 BZ1246                          STATION RECOVERY (1995)
 BZ1246
 BZ1246'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6611 ***********************************************************************
 AW6611  DESIGNATION -  WEST
 AW6611  PID         -  AW6611
 AW6611  STATE/COUNTY-  TX/HARRIS
 AW6611  USGS QUAD   -  BELLAIRE (1995)
 AW6611
 AW6611                         *CURRENT SURVEY CONTROL
 AW6611  ___________________________________________________________________
 AW6611* NAD 83(1993)-  29 42 58.85529(N)    095 26 02.75958(W)     ADJUSTED  
 AW6611* NAVD 88     -        16.40   (+/-2cm)      53.8    (feet)  VERTCON   
 AW6611  ___________________________________________________________________
 AW6611  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6611  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6611
 AW6611  HORZ ORDER  -  FIRST
 AW6611  VERT ORDER  -  THIRD ? (See Below)
 AW6611
 AW6611.The horizontal coordinates were established by classical geodetic methods
 AW6611.and adjusted by the National Geodetic Survey in February 1996..
 AW6611
 AW6611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6611.The vertical order pertains to the NGVD 29 superseded value.
 AW6611
 AW6611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6611
 AW6611.The geoid height was determined by GEOID03.
 AW6611
 AW6611;                    North         East     Units Scale Factor Converg.
 AW6611;SPC TXSC     - 4,213,948.358   944,941.666   MT  0.99988532   +1 44 49.1
 AW6611;SPC TXSC     -13,825,262.24  3,100,196.12   sFT  0.99988532   +1 44 49.1
 AW6611;UTM  15      - 3,289,835.449   264,535.657   MT  1.00028414   -1 12 25.8
 AW6611
 AW6611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6611!SPC TXSC     -   1.00000172  x   0.99988532  =   0.99988704
 AW6611!UTM  15      -   1.00000172  x   1.00028414  =   1.00028586
 AW6611
 AW6611|---------------------------------------------------------------------|
 AW6611| PID    Reference Object                     Distance      Geod. Az  |
 AW6611|                                                           dddmmss.s |
 AW6611| CV6915 WEST RM 1                            24.141 METERS 17840     |
 AW6611| CV6914 WEST AZ MK                                         2654742.4 |
 AW6611| CV6916 WEST RM 2                            25.397 METERS 27307     |
 AW6611|---------------------------------------------------------------------|
 AW6611
 AW6611                          SUPERSEDED SURVEY CONTROL
 AW6611
 AW6611  NAD 83(1986)-  29 42 58.86953(N)    095 26 02.74074(W) AD(       ) 1
 AW6611  NAD 27      -  29 42 58.04262(N)    095 26 01.95559(W) AD(       ) 1
 AW6611  NGVD 29 (07/19/86)   16.40   (m)           53.8    (f) LEVELING    3  
 AW6611
 AW6611.Superseded values are not recommended for survey control.
 AW6611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6611.See file dsdata.txt to determine how the superseded data were derived.
 AW6611
 AW6611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6453689835(NAD 83)
 AW6611_MARKER: DS = TRIANGULATION STATION DISK
 AW6611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6611
 AW6611  HISTORY     - Date     Condition        Report By
 AW6611  HISTORY     - 1968     MONUMENTED       CGS
 AW6611  HISTORY     - 1987     GOOD             USPSQD
 AW6611  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW6611  HISTORY     - 19931030 GOOD             USPSQD
 AW6611
 AW6611                          STATION DESCRIPTION
 AW6611
 AW6611'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6611'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE GROUNDS OF
 AW6611'THE WEST UNIVERSITY PLACE ELEMENTARY SCHOOL, 0.1 MILE NORTH OF THE
 AW6611'INTERSECTION OF UNIVERSITY BOULEVARD AND EDLOE STREET IN WEST
 AW6611'UNIVERSITY PLACE AND ON PROPERTY OF THE CITY OF HOUSTON.
 AW6611'
 AW6611'THE STATION MARK IS A STANDARD DISK STAMPED WEST 1968, SET IN THE
 AW6611'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6611'GROUND.  IT IS 77 FEET WEST OF THE CENTER OF EDLOE STREET, 159 FEET
 AW6611'NORTH OF A PAVED ENTRANCE ROAD TO THE SCHOOL, 52 FEET WEST OF A
 AW6611'CHAIN LINK FENCE, 41.5 FEET EAST-SOUTHEAST OF THE SOUTHWEST
 AW6611'CORNER OF THE JOE HENRY DANNENBAUM SCOUT HOUSE, 19.6 FEET
 AW6611'SOUTHWEST OF THE SOUTHEAST CORNER OF THE SCOUT HOUSE AND 15.7 FEET
 AW6611'SOUTH OF THE SOUTH EDGE OF THE SCOUT HOUSE.
 AW6611'
 AW6611'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WEST NO 1 1968, SET IN
 AW6611'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6611'GROUND.  IT IS 79 FEET NORTH OF THE PAVED ENTRANCE ROAD AND 51.6
 AW6611'FEET WEST OF THE CHAIN LINK FENCE.
 AW6611'
 AW6611'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WEST NO 2 1968, SET IN
 AW6611'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6611'GROUND.  IT IS 45.7 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AW6611'THE SCOUT HOUSE, 45 FEET SOUTH OF A NORTH-SOUTH CHAIN LINK FENCE
 AW6611'AND 27.7 FEET EAST OF THE SOUTH END OF A BASEBALL BACKSTOP.
 AW6611'
 AW6611'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WEST 1968, SET IN THE
 AW6611'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6611'GROUND.  IT IS 41.4 FEET SOUTHEAST OF THE CENTER OF THE
 AW6611'INTERSECTION OF MILTON AND COLLEGE STREETS, 31 FEET EAST OF THE
 AW6611'CENTER OF COLLEGE STREET, 27 FEET SOUTH OF THE CENTER OF MILTON
 AW6611'STREET AND 1.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN
 AW6611'LINK FENCE WHICH GOES AROUND THE WEST UNIVERSITY PLACE WATER
 AW6611'SUPPLY.
 AW6611'
 AW6611'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF UNIVERSITY
 AW6611'BOULEVARD AND EDLOE STREET, GO WEST ON UNIVERSITY BOULEVARD FOR 0.2
 AW6611'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON AUDEN STREET FOR
 AW6611'0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON MILTON
 AW6611'STREET FOR 0.15 MILE TO THE MARK ON THE LEFT.
 AW6611'
 AW6611'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 AW6611
 AW6611                          STATION RECOVERY (1987)
 AW6611
 AW6611'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6611'RECOVERED IN GOOD CONDITION.
 AW6611
 AW6611                          STATION RECOVERY (1991)
 AW6611
 AW6611'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW6611'MARK NOT FOUND.
 AW6611
 AW6611                          STATION RECOVERY (1993)
 AW6611
 AW6611'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0976 ***********************************************************************
 CT0976  DESIGNATION -  WEST
 CT0976  PID         -  CT0976
 CT0976  STATE/COUNTY-  TX/PALO PINTO
 CT0976  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0976
 CT0976                         *CURRENT SURVEY CONTROL
 CT0976  ___________________________________________________________________
 CT0976* NAD 83(1993)-  32 48 23.28067(N)    098 07 11.15081(W)     ADJUSTED  
 CT0976* NAVD 88     -       314.5    (meters)    1032.     (feet)  VERTCON   
 CT0976  ___________________________________________________________________
 CT0976  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CT0976  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CT0976
 CT0976  HORZ ORDER  -  SECOND
 CT0976
 CT0976.The horizontal coordinates were established by classical geodetic methods
 CT0976.and adjusted by the National Geodetic Survey in February 1996..
 CT0976
 CT0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0976
 CT0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0976
 CT0976.The geoid height was determined by GEOID03.
 CT0976
 CT0976;                    North         East     Units Scale Factor Converg.
 CT0976;SPC TXNC     - 2,126,456.636   635,607.352   MT  0.99988172   +0 12 26.6
 CT0976;SPC TXNC     - 6,976,549.81  2,085,321.79   sFT  0.99988172   +0 12 26.6
 CT0976;UTM  14      - 3,630,175.162   582,408.370   MT  0.99968374   +0 28 37.0
 CT0976
 CT0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0976!SPC TXNC     -   0.99995520  x   0.99988172  =   0.99983693
 CT0976!UTM  14      -   0.99995520  x   0.99968374  =   0.99963896
 CT0976
 CT0976:                Primary Azimuth Mark                     Grid Az
 CT0976:SPC TXNC     -  MINERAL WELLS MUN TANK                   028 46 03.5
 CT0976:UTM  14      -  MINERAL WELLS MUN TANK                   028 29 53.1
 CT0976
 CT0976|---------------------------------------------------------------------|
 CT0976| PID    Reference Object                     Distance      Geod. Az  |
 CT0976|                                                           dddmmss.s |
 CT0976| CT0974 MINERAL WELLS MUN TANK              APPROX. 2.4 KM 0285830.1 |
 CT0976| CT0975 MINERAL WELLS HOTEL CUPOLA          APPROX. 0.9 KM 0661813.6 |
 CT0976| CT0971 MINERAL WELLS FT WOLTERS TANK       APPROX. 6.4 KM 1112826.3 |
 CT0976| CX8974 WEST RM 1                            13.190 METERS 20813     |
 CT0976| CX8975 WEST RM 2                             9.679 METERS 28704     |
 CT0976|---------------------------------------------------------------------|
 CT0976
 CT0976                          SUPERSEDED SURVEY CONTROL
 CT0976
 CT0976  NAD 83(1993)-  32 48 23.28343(N)    098 07 11.13708(W) AD(       ) 2
 CT0976  NAD 83(1986)-  32 48 23.28395(N)    098 07 11.13542(W) AD(       ) 2
 CT0976  NAD 27      -  32 48 22.82533(N)    098 07 09.97855(W) AD(       ) 2
 CT0976  NGVD 29 (07/19/86)  314.4    (m)         1031.     (f) VERT ANG       
 CT0976
 CT0976.Superseded values are not recommended for survey control.
 CT0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0976.See file dsdata.txt to determine how the superseded data were derived.
 CT0976
 CT0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8240830175(NAD 83)
 CT0976_MARKER: DG = GRAVITY STATION DISK
 CT0976_SETTING: 66 = SET IN ROCK OUTCROP
 CT0976
 CT0976  HISTORY     - Date     Condition        Report By
 CT0976  HISTORY     - 1973     MONUMENTED       NGS
 CT0976  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0976
 CT0976                          STATION DESCRIPTION
 CT0976
 CT0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CT0976'THE STATION IS LOCATED ON THE NORTHEAST EDGE OF A ROUND-TOP, WOODED
 CT0976'COVERED HILL, THAT IS ABOUT 1/2 MILE WEST-SOUTHWEST OF THE CENTER
 CT0976'OF MINERAL WELLS, AND IS LOCALLY CALLED WEST MTN.
 CT0976'
 CT0976'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 180 AND
 CT0976'281, WHICH IS ALSO OAK STREET AND HUBBARD STREET IN MINERAL WELLS.
 CT0976'GO WEST ON U.S. HIGHWAY 180 (HUBBARD STREET) FOR 0.4 MILE TO THE
 CT0976'INTERSECTION OF SW 6TH AVE.  TURN LEFT AND GO SOUTH ON SW 6TH AVE.
 CT0976'FOR 0.2 MILE TO THE INTERSECTION OF SW 3RD. STREET AND END OF
 CT0976'TRUCK TRAVEL.  HERE PACK SOUTHWEST UP SLOPE OF RIDGE TO TOP OF
 CT0976'RIDGE AND STATION.  ABOUT A 5-MINUTE PACK.
 CT0976'
 CT0976'STATION MARK IS A STANDARD DISK, SET IN A DRILL-HOLE IN BEDROCK, THAT
 CT0976'IS FLUSH WITH THE GROUND AND IS STAMPED WEST 1973.  IT IS 49 FEET
 CT0976'EAST OF A 12-INCH OAK TREE, 40 FEET NORTH OF A 12-INCH OAK TREE AND
 CT0976'ABOUT 10 FEET SOUTHWEST OF THE NORTHEAST EDGE OF ROCK LEDGE ALONG
 CT0976'THE TOP OF BLUFF.
 CT0976'
 CT0976'REFERENCE MARK NO.1 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 CT0976'BEDROCK THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED WEST NO 1
 CT0976'1973.  IT IS 55 FEET SOUTHWEST OF THE NORTHEAST EDGE OF ROCK BLUFF
 CT0976'ALONG THE EDGE OF HILL AND 31 FEET WEST OF A 12-INCH OAK TREE.
 CT0976'
 CT0976'REFERENCE MARK NO.2 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 CT0976'BEDROCK THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED WEST NO 2
 CT0976'1973.  IT IS 40 FEET SOUTH OF THE NORTH EDGE OF ROCK LEDGE OF HILL,
 CT0976'AND 23 FEET NORTHEAST OF A 12-INCH OAK TREE.
 CT0976'
 CT0976'STATIONS--UPHAM 1967, WELCOME AND AIRPORT CAN BE USED AS AZIMUTH
 CT0976'MARK.
 CT0976'
 CT0976'NEAREST TOWN--MINERAL WELLS.
 CT0976'
 CT0976'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CT0976
 CT0976                          STATION RECOVERY (2004)
 CT0976
 CT0976'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0903 ***********************************************************************
 CU0903  DESIGNATION -  WEST
 CU0903  PID         -  CU0903
 CU0903  STATE/COUNTY-  TX/FISHER
 CU0903  USGS QUAD   -  POKE MOUNTAIN (1981)
 CU0903
 CU0903                         *CURRENT SURVEY CONTROL
 CU0903  ___________________________________________________________________
 CU0903* NAD 83(1993)-  32 52 55.49112(N)    100 19 13.25829(W)     ADJUSTED  
 CU0903* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 CU0903  ___________________________________________________________________
 CU0903  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CU0903  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CU0903
 CU0903  HORZ ORDER  -  SECOND
 CU0903
 CU0903.The horizontal coordinates were established by classical geodetic methods
 CU0903.and adjusted by the National Geodetic Survey in February 1996..
 CU0903
 CU0903.The orthometric height was scaled from a topographic map.
 CU0903
 CU0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0903
 CU0903.The geoid height was determined by GEOID03.
 CU0903
 CU0903;                    North         East     Units Scale Factor Converg.
 CU0903;SPC TXNC     - 2,136,252.523   429,686.031   MT  0.99987698   -0 59 34.1
 CU0903;SPC TXNC     - 7,008,688.49  1,409,728.25   sFT  0.99987698   -0 59 34.1
 CU0903;UTM  14      - 3,638,987.247   376,490.115   MT  0.99978809   -0 43 00.9
 CU0903
 CU0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0903!SPC TXNC     -   0.99990943  x   0.99987698  =   0.99978642
 CU0903!UTM  14      -   0.99990943  x   0.99978809  =   0.99969754
 CU0903
 CU0903|---------------------------------------------------------------------|
 CU0903| PID    Reference Object                     Distance      Geod. Az  |
 CU0903|                                                           dddmmss.s |
 CU0903| CX8972 WEST RM 1                            16.190 METERS 25507     |
 CU0903| CX8971 WEST AZ MK                                         3423742.7 |
 CU0903| CX8973 WEST RM 2                            23.849 METERS 34507     |
 CU0903|---------------------------------------------------------------------|
 CU0903
 CU0903                          SUPERSEDED SURVEY CONTROL
 CU0903
 CU0903  NAD 83(1993)-  32 52 55.49737(N)    100 19 13.25265(W) AD(       ) 2
 CU0903  NAD 83(1986)-  32 52 55.49723(N)    100 19 13.24972(W) AD(       ) 2
 CU0903  NAD 27      -  32 52 55.12100(N)    100 19 11.86900(W) AD(       ) 2
 CU0903
 CU0903.Superseded values are not recommended for survey control.
 CU0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0903.See file dsdata.txt to determine how the superseded data were derived.
 CU0903
 CU0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7649038987(NAD 83)
 CU0903_MARKER: DS = TRIANGULATION STATION DISK
 CU0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0903
 CU0903  HISTORY     - Date     Condition        Report By
 CU0903  HISTORY     - 1935     MONUMENTED       CGS
 CU0903  HISTORY     - 1938     GOOD             TXHD
 CU0903  HISTORY     - 1939     GOOD             TXHD
 CU0903
 CU0903                          STATION DESCRIPTION
 CU0903
 CU0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0903'STATION IS LOCATED ALONG A MAIN ROAD ABOUT 8-1/2 MILES A LITTLE
 CU0903'N OF E OF ROTAN.  IT IS 39 FEET S OF CENTER LINE OF ROAD AND
 CU0903'PROJECTS 6 INCHES ABOVE THE GROUND.
 CU0903'
 CU0903'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CU0903'BRONZE DISKS SET IN CONCRETE.
 CU0903'
 CU0903'REFERENCE MARK NO. 1 IS W OF STATION, IN S RIGHT-OF-WAY FENCE
 CU0903'LINE, AND PROJECTS 6 INCHES.
 CU0903'
 CU0903'REFERENCE MARK NO. 2 IS N OF STATION, IN N RIGHT-OF-WAY FENCE
 CU0903'LINE, AND PROJECTS 6 INCHES.
 CU0903'
 CU0903'AZIMUTH MARK IS 0.8 MILE N OF STATION, 18 FEET E OF CENTER
 CU0903'LINE OF ROAD, AND PROJECTS 6 INCHES.  TO REACH FROM STATION,
 CU0903'GO 0.1 MILE W, TURN RIGHT AND GO 0.8 MILE N ON T-ROAD TO TOP
 CU0903'OF GRADE.  MARK IS THEN ON RIGHT IN RIGHT-OF-WAY FENCE LINE.
 CU0903'
 CU0903'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN ROTAN,
 CU0903'TAKE THE MAIN ROAD E OUT OF TOWN (THE ROAD JUST S OF WATER
 CU0903'TANK), FOR 8.6 MILES, OR 1.9 MILES AFTER CROSSING CREEK ON
 CU0903'BRIDGE WITH STEEL GUARD RAILS TO TOP OF GRADE, ABOUT 0.1 MILE
 CU0903'E OF T-ROAD N.  STATION IS THEN ON RIGHT, 6 FEET INSIDE
 CU0903'RIGHT-OF-WAY FENCE.
 CU0903'
 CU0903'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CU0903
 CU0903                          STATION RECOVERY (1938)
 CU0903
 CU0903'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0903'STATION WAS RECOVERED.  DESCRIPTION SATISFACTORY.  STATION
 CU0903'AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO ATTEMPT
 CU0903'WAS MADE TO RECOVER THE AZIMUTH MARK.
 CU0903
 CU0903                          STATION RECOVERY (1939)
 CU0903
 CU0903'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1939 (CCR)
 CU0903'LETTER OF MR. C.C. REED, TEXAS HIGHWAY DEPARTMENT, ABILENE,
 CU0903'TEXAS, DATED JUNE 17, 1939--
 CU0903'
 CU0903'DUE TO HIGHWAY CONSTRUCTION, IT WAS NECESSARY TO REMOVE THE
 CU0903'STATION MARK AND REFERENCE MARKS NOS. 1 AND 2.
 CU0903'
 CU0903'A NEW STATION AND TWO NEW REFERENCE MARKS WERE SET.  SEE
 CU0903'DESCRIPTION WEST 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0850 ***********************************************************************
 BP0850  DESIGNATION -  WEST
 BP0850  PID         -  BP0850
 BP0850  STATE/COUNTY-  TX/PECOS
 BP0850  USGS QUAD   -  EBERS CAMP (1968)
 BP0850
 BP0850                         *CURRENT SURVEY CONTROL
 BP0850  ___________________________________________________________________
 BP0850* NAD 83(1993)-  30 26 18.84756(N)    102 42 04.74698(W)     ADJUSTED  
 BP0850* NAVD 88     -      1317.7    (meters)    4323.     (feet)  VERTCON   
 BP0850  ___________________________________________________________________
 BP0850  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BP0850  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 BP0850
 BP0850  HORZ ORDER  -  FIRST
 BP0850
 BP0850.The horizontal coordinates were established by classical geodetic methods
 BP0850.and adjusted by the National Geodetic Survey in February 1996..
 BP0850
 BP0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0850
 BP0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0850
 BP0850.The geoid height was determined by GEOID03.
 BP0850
 BP0850;                    North         East     Units Scale Factor Converg.
 BP0850;SPC TX C     - 3,087,990.852   472,566.409   MT  0.99992965   -1 13 10.7
 BP0850;SPC TX C     -10,131,183.32  1,550,411.63   sFT  0.99992965   -1 13 10.7
 BP0850;UTM  13      - 3,369,628.096   720,750.205   MT  1.00020121   +1 09 54.1
 BP0850
 BP0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0850!SPC TX C     -   0.99979664  x   0.99992965  =   0.99972631
 BP0850!UTM  13      -   0.99979664  x   1.00020121  =   0.99999781
 BP0850
 BP0850:                Primary Azimuth Mark                     Grid Az
 BP0850:SPC TX C     -  WEST AZ MK                               053 50 01.7
 BP0850:UTM  13      -  WEST AZ MK                               051 26 56.9
 BP0850
 BP0850|---------------------------------------------------------------------|
 BP0850| PID    Reference Object                     Distance      Geod. Az  |
 BP0850|                                                           dddmmss.s |
 BP0850| CH9900 WEST AZ MK                                         0523651.0 |
 BP0850| CH9901 WEST RM 1                            31.205 METERS 08543     |
 BP0850| CH9902 WEST RM 2                            35.912 METERS 35613     |
 BP0850|---------------------------------------------------------------------|
 BP0850
 BP0850                          SUPERSEDED SURVEY CONTROL
 BP0850
 BP0850  NAD 83(1986)-  30 26 18.83173(N)    102 42 04.74571(W) AD(       ) 1
 BP0850  NAD 27      -  30 26 18.22100(N)    102 42 03.19700(W) AD(       ) 1
 BP0850  NGVD 29 (07/19/86) 1317.3    (m)         4322.     (f) VERT ANG       
 BP0850
 BP0850.Superseded values are not recommended for survey control.
 BP0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0850.See file dsdata.txt to determine how the superseded data were derived.
 BP0850
 BP0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP2075069628(NAD 83)
 BP0850_MARKER: DS = TRIANGULATION STATION DISK
 BP0850_SETTING: 80 = SET IN A BOULDER
 BP0850_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BP0850
 BP0850  HISTORY     - Date     Condition        Report By
 BP0850  HISTORY     - 1935     MONUMENTED       CGS
 BP0850
 BP0850                          STATION DESCRIPTION
 BP0850
 BP0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0850'STATION IS LOCATED ABOUT 28 MILES SSE OF FORT STOCKTON AND 4
 BP0850'MILES W OF EVERS PLACE ON THE PYLE RANCH.  IT IS ON A BRUSH
 BP0850'COVERED RIDGE THAT RUNS E AND W.  THIS RIDGE IS A SPUR THAT
 BP0850'CROSSES THE HIGH GROUND ON THE W RIM OF BIG CANYON.
 BP0850'
 BP0850'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED
 BP0850'IN DRILL HOLES IN BOULDERS.
 BP0850'
 BP0850'UNDERGROUND MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE,
 BP0850'IN BEDROCK.
 BP0850'
 BP0850'THE STATION MARK IS FLUSH WITH THE GROUND AND IS ON THE W
 BP0850'END OF E AND W SPUR RIDGE.  IT IS NOT ON THE HIGH POINT OF
 BP0850'THE RIDGE BUT IS ON THE N SLOPE OF THE SAME AND IS AT A
 BP0850'POINT 100 YARDS N OF THE HIGHEST POINT OF THE RIDGE, 300
 BP0850'YARDS E OF W END OF THE RIDGE, AND 250 YARDS S OF THE N EDGE
 BP0850'OF THE RIDGE.
 BP0850'
 BP0850'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND IS E OF THE
 BP0850'STATION.
 BP0850'
 BP0850'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND AND IS N OF THE
 BP0850'STATION.
 BP0850'
 BP0850'THE AZIMUTH MARK IS FLUSH WITH THE GROUND AND IS NE OF THE
 BP0850'STATION.
 BP0850'
 BP0850'TO REACH THE STATION FROM THE PECOS COUNTY COURTHOUSE IN FORT
 BP0850'STOCKTON GO S AND SE ON STATE HIGHWAY 82, 11.4 MILES TO A
 BP0850'YELLOW HOUSE (ADAMS RANCH) ON THE LEFT SIDE OF THE ROAD.
 BP0850'CONTINUE ON THE MAIN HIGHWAY 10.4 MILES TO A RED GATE AND
 BP0850'SIGN, FLOYD HENDERSON, ON THE RIGHT SIDE OF THE ROAD.  CONTINUE
 BP0850'ON HIGHWAY 2.6 MILES TO A CATTLE GUARD AND ROAD ON THE RIGHT
 BP0850'SIDE OF THE HIGHWAY.  HERE LEAVE HIGHWAY 82, TURN RIGHT, PASS
 BP0850'THRU GUARD, AND TAKE PLAIN ROAD INTO CANYON TOWARD WINDMILL
 BP0850'ON SKYLINE AND GO A DISTANCE OF 2.1 MILES TO A WOOD
 BP0850'GATE.  PASS THRU GATE AND CONTINUE ON MAIN ROAD 1.8 MILES
 BP0850'TO A METAL FRAME WIRE GATE.  PASS THRU GATE AND CONTINUE ON
 BP0850'MAIN ROAD 0.9 MILE TO RANCH HOUSE KNOWN AS, SCARBOROUGH PLACE
 BP0850'ON THE PYLE RANCH.  HERE LEAVE MAIN ROAD, TURN LEFT, AND
 BP0850'TAKE TRACK ROAD S 0.9 MILE TO A FORK.  TAKE LEFT FORK AND
 BP0850'CONTINUE ON MAIN TRAIL 3.0 MILES TO A WINDMILL ON THE
 BP0850'LEFT SIDE OF THE ROAD.  CONTINUE 0.4 MILE TO A FORK WHICH IS
 BP0850'ABOUT 100 YARDS E OF A LARGE CONCRETE CYLINDRICAL TANK.
 BP0850'TAKE THE LEFT FORK AND CONTINUE 1.3 MILES TO A FORK.  TAKE
 BP0850'THE RIGHT FORK AND FOLLOW MAIN TRAIL SW UP BIG CANYON 2.2
 BP0850'MILES TO A RANCH HOUSE KNOWN AS, EVERS PLACE ON THE PYLE
 BP0850'RANCH.  FROM THE WINDMILL AT EVERS PLACE GO SW ON MAIN
 BP0850'ROAD, CROSSING CREEK A FEW YARDS SW OF THE WINDMILL,
 BP0850'0.9 MILE TO A POINT A FEW YARDS E OF THE POINT WHERE THE ROAD
 BP0850'CROSSES A CREEK THAT COMES IN FROM THE NW.  HERE LEAVE ROAD,
 BP0850'TURN RIGHT, AND GO CROSS COUNTRY ALONG THE NE BANK OF CREEK 0.7
 BP0850'MILE TO A POINT WHERE THE CREEK BENDS TO THE W.  CONTINUE
 BP0850'ALONG CREEK 0.4 MILE.  THEN LEAVE CREEK, TURN RIGHT AND GO
 BP0850'NE 0.7 MILE TOWARD TWO PROMINENT HUMPS ON RIM ROCK.  THIS
 BP0850'POINT IS AT THE MOUTH OF AN E AND W CANYON.  TURN LEFT AND
 BP0850'GO W UP CANYON 0.3 MILE TO END OF TRUCK TRAVEL.  FROM THIS
 BP0850'POINT PACK UP STEEP LEFT SIDE OF CANYON AND FOLLOW RIDGE W,
 BP0850'CROSSING TWO SADDLES BEFORE COMING TO HIGH GROUND OF MAIN
 BP0850'CANYON RIM.  AFTER REACHING HIGHEST GROUND CONTINUE W TO
 BP0850'THE STATION WHICH IS ON THE W END OF THE E AND W RIDGE.  AN
 BP0850'HOUR PACK WITH A HEAVY LOAD.  NOTE--THE STATION MAY BE HARD
 BP0850'TO RECOVER BECAUSE OF THE HEAVY BRUSH ON THE RIDGE AND
 BP0850'BECAUSE OF THE FACT THAT IT ISNT ON THE HIGHEST POINT OF THE
 BP0850'RIDGE.  (HOWEVER IT SHOULD BE FOUND, IF THE DESCRIPTION
 BP0850'FROM THE RANCH HOUSE IS FOLLOWED CAREFULLY.)
 BP0850'
 BP0850'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0947 ***********************************************************************
 CD0947  DESIGNATION -  WEST
 CD0947  PID         -  CD0947
 CD0947  STATE/COUNTY-  TX/CULBERSON
 CD0947  USGS QUAD   -  EAST HUNTER CANYON (1970)
 CD0947
 CD0947                         *CURRENT SURVEY CONTROL
 CD0947  ___________________________________________________________________
 CD0947* NAD 83(1993)-  31 09 20.93410(N)    104 24 40.64576(W)     ADJUSTED  
 CD0947* NAVD 88     -      1561.     (meters)    5121.     (feet)  SCALED    
 CD0947  ___________________________________________________________________
 CD0947  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CD0947  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 CD0947
 CD0947  HORZ ORDER  -  SECOND
 CD0947
 CD0947.The horizontal coordinates were established by classical geodetic methods
 CD0947.and adjusted by the National Geodetic Survey in February 1996..
 CD0947
 CD0947.The orthometric height was scaled from a topographic map.
 CD0947
 CD0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0947
 CD0947.The geoid height was determined by GEOID03.
 CD0947
 CD0947;                    North         East     Units Scale Factor Converg.
 CD0947;SPC TX C     - 3,172,205.250   311,304.056   MT  0.99988536   -2 06 01.4
 CD0947;SPC TX C     -10,407,476.72  1,021,336.72   sFT  0.99988536   -2 06 01.4
 CD0947;UTM  13      - 3,447,019.504   556,110.649   MT  0.99963883   +0 18 16.5
 CD0947
 CD0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0947!SPC TX C     -   0.99975851  x   0.99988536  =   0.99964389
 CD0947!UTM  13      -   0.99975851  x   0.99963883  =   0.99939742
 CD0947
 CD0947|---------------------------------------------------------------------|
 CD0947| PID    Reference Object                     Distance      Geod. Az  |
 CD0947|                                                           dddmmss.s |
 CD0947| CH9898 WEST RM 1                            13.365 METERS 02212     |
 CD0947| CH9899 WEST RM 2                             4.771 METERS 24134     |
 CD0947| CD0945 KROUSE                              APPROX. 5.3 KM 3423539.0 |
 CD0947|---------------------------------------------------------------------|
 CD0947
 CD0947                          SUPERSEDED SURVEY CONTROL
 CD0947
 CD0947  NAD 83(1986)-  31 09 20.93477(N)    104 24 40.64272(W) AD(       ) 2
 CD0947  NAD 27      -  31 09 20.45600(N)    104 24 38.91400(W) AD(       ) 2
 CD0947
 CD0947.Superseded values are not recommended for survey control.
 CD0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0947.See file dsdata.txt to determine how the superseded data were derived.
 CD0947
 CD0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ5611147020(NAD 83)
 CD0947_MARKER: X = CHISELED CROSS
 CD0947_SETTING: 80 = SET IN A BOULDER
 CD0947
 CD0947  HISTORY     - Date     Condition        Report By
 CD0947  HISTORY     - 1911     MONUMENTED       CGS
 CD0947  HISTORY     - 1931     GOOD             CGS
 CD0947  HISTORY     - 1937     SEE DESCRIPTION  CGS
 CD0947  HISTORY     - 1970     GOOD             USGS
 CD0947
 CD0947                          STATION DESCRIPTION
 CD0947
 CD0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CD0947'STATION IS ABOUT 200 METERS (656 FEET) FROM THE WESTERN END
 CD0947'OF THE FIRST HIGH RIDGE N OF BORACHO, A TOWN ON THE TEXAS
 CD0947'AND PACIFIC RAILWAY.  AS SEEN FROM STATION BORACHO, THE
 CD0947'STATION IS DIRECTLY IN LINE WITH A LARGE BUSH SNOWING
 CD0947'AGAINST THE SKY LINE ABOUT 300 METERS (984 FEET) E OF STATION
 CD0947'KROUSE.
 CD0947'
 CD0947'THE STATION IS MARKED BY A CROSS 1/2-INCH DEEP CUT IN THE
 CD0947'TOP OF A ROCK 3 FEET IN DIAMETER, THE TOP OF WHICH IS FLUSH
 CD0947'WITH THE SURFACE OF THE GROUND.  STATION RECOVERED IN 1931.
 CD0947
 CD0947                          STATION RECOVERY (1937)
 CD0947
 CD0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CD0947'STATION RECOVERED AS DESCRIBED.  FOLLOWING IS NEW DESCRIPTION--
 CD0947'
 CD0947'STATION IS ABOUT 200 METERS FROM THE WESTERN END OF THE
 CD0947'FIRST HIGH RIDGE ABOUT 6 MILES N OF BORACHO.  AS SEEN FROM
 CD0947'BORACHO THE STATION IS DIRECTLY IN LINE WITH A LARGE BUSH
 CD0947'SHOWING AGAINST THE SKY LINE ABOUT 300 YARDS E OF STATION
 CD0947'KROUSE.  IT IS NEAR A ROCK CAIRN.
 CD0947'
 CD0947'A STANDARD DISK STATION MARK WAS SET IN THE CROSS IN ROCK
 CD0947'STAMPED WEST 1911 1937.
 CD0947'
 CD0947'TWO NEW STANDARD DISK REFERENCE MARKS WERE SET IN ROCK FLUSH
 CD0947'WITH THE GROUND N AND SW OF STATION.  STAMPED WEST 1911
 CD0947'1937 NO. 1 AND NO. 2 RESPECTIVELY.
 CD0947'
 CD0947'REACHED FROM BORACHO RAILROAD STATION BY GOING N ON A TRAIL
 CD0947'ROAD FOR 0.45 MILE TO A FORK.  THENCE TAKE RIGHT FORK AND
 CD0947'CONTINUE N ON MAIN-TRAVELED ROAD FOR 3.4 MILES TO A FORK.
 CD0947'THENCE LEFT FORK FOR 0.25 MILE TO FORK AND A DIRT TANK ON
 CD0947'THE RIGHT.  THENCE TAKE LEFT FORK W FOR 0.95 MILE TO A SMALL
 CD0947'DUG PIT IN GROUND ON THE RIGHT.  THENCE LEAVE ROAD, TURN RIGHT
 CD0947'AND GO N ACROSS COUNTRY TOWARDS HILLS FOR 0.8 MILE TO THE
 CD0947'BASE OF THE HILLS.  FROM HERE PACE NNW UP RIDGE FOR ABOUT
 CD0947'1/2 MILE TO THE TOP AND HIGHEST POINT.  ABOUT 15 MINUTES
 CD0947'PACK.
 CD0947'
 CD0947'STATION KROUSE OR EAST CAN BE USED AS AZIMUTH MARKS.
 CD0947
 CD0947                          STATION RECOVERY (1970)
 CD0947
 CD0947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JTD)
 CD0947'NEW ROUTE DESCRIPTION.
 CD0947'
 CD0947'TO REACH THE STATION FROM THE RAIL ROAD CROSSING AT BORACHO,
 CD0947'(A R.R. SIDING 10.5 MILES WEST OF KENT, TEXAS.) GO NORTH
 CD0947'ON MAIN BLADED ROAD FOR 5.4 MILES TO A ROAD FORK THAT IS
 CD0947'ABOUT 200 FT. NE OF A RANCH HOUSE.  TAKE THE RIGHT FORK FOR 0.75
 CD0947'MILE TO A GATE.  PASS THROUGH GATE AND TAKE LEFT FORK
 CD0947'UP STEEP ROCKY HILL FOR 0.9 MILE TO SUMMIT OF RIDGE.  THE
 CD0947'STATION IS 160 FT. SOUTH OF ROAD AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1057 ***********************************************************************
 GK1057  DESIGNATION -  WEST
 GK1057  PID         -  GK1057
 GK1057  STATE/COUNTY-  TX/OCHILTREE
 GK1057  USGS QUAD   -  SOURDOUGH CREEK SW (1973)
 GK1057
 GK1057                         *CURRENT SURVEY CONTROL
 GK1057  ___________________________________________________________________
 GK1057* NAD 83(1993)-  36 06 29.58274(N)    100 57 44.17438(W)     ADJUSTED  
 GK1057* NAVD 88     -       931.     (meters)    3054.     (feet)  SCALED    
 GK1057  ___________________________________________________________________
 GK1057  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 GK1057  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 GK1057
 GK1057  HORZ ORDER  -  FIRST
 GK1057
 GK1057.The horizontal coordinates were established by classical geodetic methods
 GK1057.and adjusted by the National Geodetic Survey in February 1996..
 GK1057
 GK1057.The orthometric height was scaled from a topographic map.
 GK1057
 GK1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1057
 GK1057.The geoid height was determined by GEOID03.
 GK1057
 GK1057;                    North         East     Units Scale Factor Converg.
 GK1057;SPC TX N     - 1,234,017.620   248,416.288   MT  0.99998334   +0 18 41.9
 GK1057;SPC TX N     - 4,048,606.14    815,012.44   sFT  0.99998334   +0 18 41.9
 GK1057;UTM  14      - 3,997,734.241   323,376.511   MT  0.99998439   -1 09 24.1
 GK1057
 GK1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1057!SPC TX N     -   0.99985812  x   0.99998334  =   0.99984147
 GK1057!UTM  14      -   0.99985812  x   0.99998439  =   0.99984252
 GK1057
 GK1057|---------------------------------------------------------------------|
 GK1057| PID    Reference Object                     Distance      Geod. Az  |
 GK1057|                                                           dddmmss.s |
 GK1057| CL3595 WEST RM 1                            12.415 METERS 08645     |
 GK1057| CL3594 WEST AZ MK                                         0955107.0 |
 GK1057| CL3596 WEST RM 2                            10.483 METERS 27449     |
 GK1057|---------------------------------------------------------------------|
 GK1057
 GK1057                          SUPERSEDED SURVEY CONTROL
 GK1057
 GK1057  NAD 83(1993)-  36 06 29.58304(N)    100 57 44.17451(W) AD(       ) 1
 GK1057  NAD 83(1986)-  36 06 29.58969(N)    100 57 44.16177(W) AD(       ) 1
 GK1057  NAD 27      -  36 06 29.46200(N)    100 57 42.61600(W) AD(       ) 1
 GK1057
 GK1057.Superseded values are not recommended for survey control.
 GK1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1057.See file dsdata.txt to determine how the superseded data were derived.
 GK1057
 GK1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2337797734(NAD 83)
 GK1057_MARKER: DS = TRIANGULATION STATION DISK
 GK1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1057
 GK1057  HISTORY     - Date     Condition        Report By
 GK1057  HISTORY     - 1952     MONUMENTED       CGS
 GK1057  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK1057
 GK1057                          STATION DESCRIPTION
 GK1057
 GK1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK1057'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF SPEARMAN,
 GK1057'23 FEET NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD, 8
 GK1057'FEET WEST-SOUTHWEST OF A WITNESS POST, 8 FEET SOUTHEAST OF
 GK1057'A FENCE CORNER, AND 3 FEET SOUTH OF A FENCE LINE.
 GK1057'
 GK1057'TO REACH THE STATION FROM THE SIGNAL LIGHT AT THE MAIN INTERSECTION
 GK1057'IN CANADIAN.  GO NORTHEASTERLY ON U.S. HIGHWAYS 60 AND 83
 GK1057'FOR 2.2 MILES TO THEIR JUNCTION.  TURN LEFT AND GO NORTHWEST
 GK1057'ON U.S. HIGHWAY 83 FOR 17.6 MILES TO A DIAGONAL CROSSROAD.
 GK1057'TURN LEFT AND GO WEST ON THE MAIN ROAD FOR 23.7 MILES TO
 GK1057'A T-INTERSECTION.  TURN RIGHT AND GO 0.4 MILE TO THE AZIMUTH
 GK1057'MARK ON THE LEFT.  CONTINUE NORTH FOR 0.1 MILE TO A T-ROAD
 GK1057'LEFT.  TURN LEFT AND GO WEST FOR 0.8 MILE TO THE STATION
 GK1057'ON THE RIGHT.
 GK1057'
 GK1057'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 GK1057'
 GK1057'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND
 GK1057'THE DISK IS STAMPED WEST 1952.
 GK1057'
 GK1057'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE APPROXIMATE
 GK1057'CENTER OF A DIRT ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE
 GK1057'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED WEST NO 1
 GK1057'1952.
 GK1057'
 GK1057'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE APPROXIMATE
 GK1057'CENTER OF A DIRT ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE
 GK1057'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED WEST NO 2
 GK1057'1952.
 GK1057'
 GK1057'THE AZIMUTH MARK IS 27 FEET WEST OF THE APPROXIMATE CENTER
 GK1057'OF A DIRT ROAD, 7 FEET SOUTH OF A TELEPHONE POLE, 3 FEET
 GK1057'EAST OF A WITNESS POST, AND 2 FEET WEST OF A FENCE LINE.
 GK1057'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED WEST
 GK1057'1952.
 GK1057
 GK1057                          STATION RECOVERY (1973)
 GK1057
 GK1057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SJS)
 GK1057'STATION SEARCHED FOR NOT FOUND
 GK1057'
 GK1057'R.M. 1 DESTROYED FOUND LYING ON ITS SIDE
 GK1057'
 GK1057'R.M. 2 SEARCHED FOR NOT FOUND
 GK1057'
 GK1057'AZIMUTH MARK FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0614 ***********************************************************************
 CE0614  DESIGNATION -  WEST 1
 CE0614  PID         -  CE0614
 CE0614  STATE/COUNTY-  TX/EL PASO
 CE0614  USGS QUAD   -  EL PASO (1997)
 CE0614
 CE0614                         *CURRENT SURVEY CONTROL
 CE0614  ___________________________________________________________________
 CE0614* NAD 83(1993)-  31 46 02.84352(N)    106 27 29.78810(W)     ADJUSTED  
 CE0614* NAVD 88     -      1125.4    (meters)    3692.     (feet)  VERTCON   
 CE0614  ___________________________________________________________________
 CE0614  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 CE0614  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0614
 CE0614  HORZ ORDER  -  SECOND
 CE0614
 CE0614.The horizontal coordinates were established by classical geodetic methods
 CE0614.and adjusted by the National Geodetic Survey in February 1996..
 CE0614
 CE0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0614
 CE0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0614
 CE0614.The geoid height was determined by GEOID03.
 CE0614
 CE0614;                    North         East     Units Scale Factor Converg.
 CE0614;SPC TX C     - 3,248,860.617   120,089.085   MT  0.99997093   -3 09 16.9
 CE0614;SPC TX C     -10,658,970.21    393,992.27   sFT  0.99997093   -3 09 16.9
 CE0614;UTM  13      - 3,515,585.811   361,904.977   MT  0.99983520   -0 46 04.3
 CE0614
 CE0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0614!SPC TX C     -   0.99982711  x   0.99997093  =   0.99979804
 CE0614!UTM  13      -   0.99982711  x   0.99983520  =   0.99966233
 CE0614
 CE0614:                Primary Azimuth Mark                     Grid Az
 CE0614:SPC TX C     -  EL PASO LORETTO COLLEGE CUPOLA           048 33 30.7
 CE0614:UTM  13      -  EL PASO LORETTO COLLEGE CUPOLA           046 10 18.1
 CE0614
 CE0614|---------------------------------------------------------------------|
 CE0614| PID    Reference Object                     Distance      Geod. Az  |
 CE0614|                                                           dddmmss.s |
 CE0614| CE0576 EL PASO LORETTO COLLEGE CUPOLA      APPROX. 3.2 KM 0452413.8 |
 CE0614| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 6.6 KM 0941745.7 |
 CE0614| CE0625 CITY HALL                           APPROX. 3.4 KM 2535059.6 |
 CE0614| CE0618 EL PASO TV TOWER KVIA               APPROX. 3.1 KM 3170436.6 |
 CE0614| CE0619 EL PASO TV TOWER KDBC               APPROX. 3.5 KM 3225443.9 |
 CE0614| CE0621 EL PASO TV TOWER KTSM               APPROX. 4.8 KM 3303132.7 |
 CE0614|---------------------------------------------------------------------|
 CE0614
 CE0614                          SUPERSEDED SURVEY CONTROL
 CE0614
 CE0614  NAD 83(1993)-  31 46 02.84405(N)    106 27 29.78705(W) AD(       ) 2
 CE0614  NAD 83(1986)-  31 46 02.84615(N)    106 27 29.78697(W) AD(       ) 2
 CE0614  NAD 27      -  31 46 02.45450(N)    106 27 27.83584(W) AD(       ) 2
 CE0614  NGVD 29 (07/19/86) 1124.9    (m)         3691.     (f) VERT ANG       
 CE0614
 CE0614.Superseded values are not recommended for survey control.
 CE0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0614.See file dsdata.txt to determine how the superseded data were derived.
 CE0614
 CE0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6190515586(NAD 83)
 CE0614_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0614_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0614+STABILITY: SURFACE MOTION
 CE0614
 CE0614  HISTORY     - Date     Condition        Report By
 CE0614  HISTORY     - 1980     MONUMENTED       TX2190
 CE0614
 CE0614                          STATION DESCRIPTION
 CE0614
 CE0614'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0614'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) SOUTHWEST OF THEE
 CE0614'EL PASO INTERNATIONAL AIRPORT, 1.6 KM (1 MI) EAST OF THE
 CE0614'CENTER OF EL PASO, AND SOUTH OF THE
 CE0614'INTERSECTION PAISANO DRIVE AND SAN MARCIAL STREET.
 CE0614'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0614'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0614'915-543-4200.
 CE0614'
 CE0614'TO REACH THE STATION FROM THE INTERSECTION OF PAISANO DRIVE
 CE0614'AND SAN MARCIAL STREET IN EAST EL PASO, GO SOUTH ON SAN
 CE0614'MARCIAL STREET FOR 0.1 KM (0.05 MI) TO THE INTERSECTION OF
 CE0614'GREAT BEAR COURT AND SAN MARCIAL STREET.  THE STATION IS
 CE0614'ON THE NORTHWEST CORNER OF THE INTERSECTION AND ON THE
 CE0614'SAME SIDE OF THE STREET AS BOWIE HIGH SCHOOL.
 CE0614'
 CE0614'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0614'STAMPED---WEST 1 EPGS---,
 CE0614'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0614'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 CE0614'22.9 METERS (75.13 FT) SOUTH FROM THE CENTER OF CULVERT HEADWALL,
 CE0614'19.5 METERS (63.98 FT) WEST FROM THE CENTER LINE OF SAN MARCIAL
 CE0614'STREET,
 CE0614'14.5 METERS (47.57 FT) SOUTHEAST FROM THE POWER POLE SET IN
 CE0614'CULVERT DITCH, AND
 CE0614'11.7 METERS (38.39 FT) NORTH FROM THE CENTERLINE OF GREAT BEAR
 CE0614'COURT.
 CE0614'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0614'STAMPED---WEST 1 EPGS---,
 CE0614'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0614'
 CE0614'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0614'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1159 ***********************************************************************
 CA1159  DESIGNATION -  WEST 1 OIL DERRICK
 CA1159  PID         -  CA1159
 CA1159  STATE/COUNTY-  TX/COLEMAN
 CA1159  USGS QUAD   -  VALERA (1967)
 CA1159
 CA1159                         *CURRENT SURVEY CONTROL
 CA1159  ___________________________________________________________________
 CA1159* NAD 83(1993)-  31 49 44.74406(N)    099 33 27.71584(W)     ADJUSTED  
 CA1159* NAVD 88     -                                                        
 CA1159  ___________________________________________________________________
 CA1159  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CA1159  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CA1159
 CA1159  HORZ ORDER  -  THIRD
 CA1159
 CA1159.The horizontal coordinates were established by classical geodetic methods
 CA1159.and adjusted by the National Geodetic Survey in February 1996..
 CA1159
 CA1159
 CA1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1159
 CA1159.The geoid height was determined by GEOID03.
 CA1159
 CA1159;                    North         East     Units Scale Factor Converg.
 CA1159;SPC TX C     - 3,239,982.211   773,426.131   MT  0.99998588   +0 23 58.2
 CA1159;SPC TX C     -10,629,841.64  2,537,482.23   sFT  0.99998588   +0 23 58.2
 CA1159;UTM  14      - 3,521,627.944   447,224.514   MT  0.99963435   -0 17 38.9
 CA1159
 CA1159                          SUPERSEDED SURVEY CONTROL
 CA1159
 CA1159  NAD 83(1986)-  31 49 44.75218(N)    099 33 27.70173(W) AD(       ) 4
 CA1159  NAD 27      -  31 49 44.23200(N)    099 33 26.45100(W) AD(       ) 3
 CA1159
 CA1159.Superseded values are not recommended for survey control.
 CA1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1159.See file dsdata.txt to determine how the superseded data were derived.
 CA1159
 CA1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA4722521628(NAD 83)
 CA1159_MARKER: 67 = OIL DERRICK
 CA1159
 CA1159  HISTORY     - Date     Condition        Report By
 CA1159  HISTORY     - 1943     FIRST OBSERVED   CGS
 CA1159
 CA1159                          STATION DESCRIPTION
 CA1159
 CA1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA1159'STATION IS THE OIL DERRICK OF THE WEST NO. 1 OIL WELL, LOCATED
 CA1159'ABOUT 7.5 MILES SW OF COLEMAN, ON THE S SIDE OF HORDS CREEK,
 CA1159'AND ON LAND OWNED BY LESTER WEST.
 CA1159'
 CA1159'IT IS A STANDARD TYPE DERRICK ABOUT 120 FEET HIGH.  THE WELL
 CA1159'IS BEING DRILLED BY THE NORTHERN ORDINANCE OIL COMPANY OF
 CA1159'TULSA, OKLAHOMA.
 CA1159'
 CA1159'POINT OBSERVED UPON THE CENTER OF THE TOP OF THE DERRICK.
 CA1159'
 CA1159'THE DERRICK WAS SLATED TO BE TAKEN DOWN UPON COMPLETION OF
 CA1159'THE WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0674 ***********************************************************************
 CE0674  DESIGNATION -  WEST 10
 CE0674  PID         -  CE0674
 CE0674  STATE/COUNTY-  TX/EL PASO
 CE0674  USGS QUAD   -  SMELTERTOWN (1994)
 CE0674
 CE0674                         *CURRENT SURVEY CONTROL
 CE0674  ___________________________________________________________________
 CE0674* NAD 83(1993)-  31 51 10.74455(N)    106 30 35.26044(W)     ADJUSTED  
 CE0674* NAVD 88     -      1426.5    (meters)    4680.     (feet)  VERTCON   
 CE0674  ___________________________________________________________________
 CE0674  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 CE0674  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CE0674
 CE0674  HORZ ORDER  -  SECOND
 CE0674
 CE0674.The horizontal coordinates were established by classical geodetic methods
 CE0674.and adjusted by the National Geodetic Survey in February 1996..
 CE0674
 CE0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0674
 CE0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0674
 CE0674.The geoid height was determined by GEOID03.
 CE0674
 CE0674;                    North         East     Units Scale Factor Converg.
 CE0674;SPC TX C     - 3,258,599.183   115,742.424   MT  0.99999199   -3 10 52.5
 CE0674;SPC TX C     -10,690,920.82    379,731.60   sFT  0.99999199   -3 10 52.5
 CE0674;UTM  13      - 3,525,133.693   357,157.376   MT  0.99985164   -0 47 48.9
 CE0674
 CE0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0674!SPC TX C     -   0.99977981  x   0.99999199  =   0.99977180
 CE0674!UTM  13      -   0.99977981  x   0.99985164  =   0.99963148
 CE0674
 CE0674:                Primary Azimuth Mark                     Grid Az
 CE0674:SPC TX C     -  EL PASO A S AND R SOUTH STK              191 59 19.1
 CE0674:UTM  13      -  EL PASO A S AND R SOUTH STK              189 36 15.5
 CE0674
 CE0674|---------------------------------------------------------------------|
 CE0674| PID    Reference Object                     Distance      Geod. Az  |
 CE0674|                                                           dddmmss.s |
 CE0674| CE0678 EL PASO A S AND R SOUTH STK         APPROX. 8.3 KM 1884826.6 |
 CE0674| CE0679 EL PASO A S AND R SMELTING STK      APPROX. 8.0 KM 1893916.6 |
 CE0674| CE0680 PASSERO                             APPROX. 3.1 KM 2154701.0 |
 CE0674|---------------------------------------------------------------------|
 CE0674
 CE0674                          SUPERSEDED SURVEY CONTROL
 CE0674
 CE0674  NAD 83(1993)-  31 51 10.74503(N)    106 30 35.26020(W) AD(       ) 2
 CE0674  NAD 83(1986)-  31 51 10.74806(N)    106 30 35.25979(W) AD(       ) 2
 CE0674  NAD 27      -  31 51 10.37059(N)    106 30 33.30502(W) AD(       ) 2
 CE0674  NGVD 29 (07/19/86) 1425.9    (m)         4678.     (f) VERT ANG       
 CE0674
 CE0674.Superseded values are not recommended for survey control.
 CE0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0674.See file dsdata.txt to determine how the superseded data were derived.
 CE0674
 CE0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5715725134(NAD 83)
 CE0674_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0674+STABILITY: SURFACE MOTION
 CE0674
 CE0674  HISTORY     - Date     Condition        Report By
 CE0674  HISTORY     - 1981     MONUMENTED       TX2190
 CE0674
 CE0674                          STATION DESCRIPTION
 CE0674
 CE0674'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0674'THE STATION IS LOCATED ABOUT 8.9 KM (5-1/2 MI) NORTH-NORTHWEST
 CE0674'FROM THE CENTER OF EL PASO.
 CE0674'OWNERSHIP--SAINT FRANCIS ON THE HILL CHURCH, 6280 LOS ROBLES,
 CE0674'EL PASO, TX 79912.
 CE0674'
 CE0674'TO REACH THE STATION FROM THE INTERSECTION OF THUNDERBIRD
 CE0674'DRIVE AND SHADOW MOUNTAIN DRIVE, GO NORTH AND EAST ON
 CE0674'THUNDERBIRD DRIVE FOR 2.2 KM (1.40 MI) TO THE INTERSECTION
 CE0674'OF THUNDERBIRD DRIVE AND SINGING HILLS DRIVE.  CONTINUE
 CE0674'ON THUNDERBIRD DRIVE FOR 0.1 KM (0.05 MI) TO A GRAVEL
 CE0674'ROAD ON RIGHT.  TURN RIGHT ON GRAVEL ROAD FOR 0.2 KM
 CE0674'(0.1 MI) TO THE DAM SITE AND STATION AT WEST EDGE ON TOP.
 CE0674'
 CE0674'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0674'STAMPED---WEST 10 EPGS---,
 CE0674'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0674'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 CE0674'17.313 METERS (56.8 FT) WEST FROM THE WEST EDGE OF SPILLWAY OF
 CE0674'DAM,
 CE0674'1.463 METERS (4.8 FT) SOUTHWEST FROM THE CENTER OF GRAVEL TRACK
 CE0674'ROAD ON TOP OF DAM, AND
 CE0674'1.22 METERS (4.0 FT) EAST FROM THE WEST EDGE OF DAM.
 CE0674'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0674'STAMPED---WEST 10 EPGS---,
 CE0674'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0674'
 CE0674'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0674'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0682 ***********************************************************************
 CE0682  DESIGNATION -  WEST 11
 CE0682  PID         -  CE0682
 CE0682  STATE/COUNTY-  TX/EL PASO
 CE0682  USGS QUAD   -  SMELTERTOWN (1994)
 CE0682
 CE0682                         *CURRENT SURVEY CONTROL
 CE0682  ___________________________________________________________________
 CE0682* NAD 83(1993)-  31 48 35.91133(N)    106 32 12.71607(W)     ADJUSTED  
 CE0682* NAVD 88     -      1184.3    (meters)    3885.     (feet)  VERTCON   
 CE0682  ___________________________________________________________________
 CE0682  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CE0682  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CE0682
 CE0682  HORZ ORDER  -  SECOND
 CE0682
 CE0682.The horizontal coordinates were established by classical geodetic methods
 CE0682.and adjusted by the National Geodetic Survey in February 1996..
 CE0682
 CE0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0682
 CE0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0682
 CE0682.The geoid height was determined by GEOID03.
 CE0682
 CE0682;                    North         East     Units Scale Factor Converg.
 CE0682;SPC TX C     - 3,253,980.124   112,918.502   MT  0.99998112   -3 11 42.7
 CE0682;SPC TX C     -10,675,766.46    370,466.79   sFT  0.99998112   -3 11 42.7
 CE0682;UTM  13      - 3,520,401.754   354,528.430   MT  0.99986099   -0 48 36.8
 CE0682
 CE0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0682!SPC TX C     -   0.99981783  x   0.99998112  =   0.99979895
 CE0682!UTM  13      -   0.99981783  x   0.99986099  =   0.99967885
 CE0682
 CE0682:                Primary Azimuth Mark                     Grid Az
 CE0682:SPC TX C     -  EL PASO TV TOWER KCIK                    086 07 55.2
 CE0682:UTM  13      -  EL PASO TV TOWER KCIK                    083 44 49.3
 CE0682
 CE0682|---------------------------------------------------------------------|
 CE0682| PID    Reference Object                     Distance      Geod. Az  |
 CE0682|                                                           dddmmss.s |
 CE0682| CE0622 EL PASO TV TOWER KCIK               APPROX. 4.6 KM 0825612.5 |
 CE0682| CE0679 EL PASO A S AND R SMELTING STK      APPROX. 3.4 KM 1584734.6 |
 CE0682| CE0670 BOUNDARY MON 2 ECC                  APPROX. 2.9 KM 1803759.9 |
 CE0682| CE0684 EL PASO CROSS ON MOUNTAIN           APPROX. 2.7 KM 1983847.3 |
 CE0682|---------------------------------------------------------------------|
 CE0682
 CE0682                          SUPERSEDED SURVEY CONTROL
 CE0682
 CE0682  NAD 83(1993)-  31 48 35.91133(N)    106 32 12.71624(W) AD(       ) 2
 CE0682  NAD 83(1986)-  31 48 35.91396(N)    106 32 12.71617(W) AD(       ) 2
 CE0682  NAD 27      -  31 48 35.52834(N)    106 32 10.75821(W) AD(       ) 2
 CE0682  NGVD 29 (07/19/86) 1183.8    (m)         3884.     (f) VERT ANG       
 CE0682
 CE0682.Superseded values are not recommended for survey control.
 CE0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0682.See file dsdata.txt to determine how the superseded data were derived.
 CE0682
 CE0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5452820402(NAD 83)
 CE0682_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0682_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0682+STABILITY: SURFACE MOTION
 CE0682
 CE0682  HISTORY     - Date     Condition        Report By
 CE0682  HISTORY     - 1981     MONUMENTED       TX2190
 CE0682
 CE0682                          STATION DESCRIPTION
 CE0682
 CE0682'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0682'THE STATION IS LOCATED ABOUT 0.2 KM (0.1 MI) SOUTH OF VISTA
 CE0682'HILLS DRIVE AND ON A HIGH CUT BANK ON THE NORTHEAST SIDE
 CE0682'OF INTERSTATE HIGHWAY 10.
 CE0682'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND PUBLIC
 CE0682'TRANSP, 212 NORTH CLARK STREET, EL PASO, TX 79905,
 CE0682'TELEPHONE NUMBER 915 778-4254.
 CE0682'
 CE0682'TO REACH THE STATION FROM THE INTERSECTION OF VISTA HILLS
 CE0682'DRIVE AND ZAPAL AVENUE, GO NORTH-NORTHEAST ON VISTA HILLS
 CE0682'DRIVE, CROSSING BRIDGE FOR 0.2 KM (0.15 MI).  TURN RIGHT,
 CE0682'JUST BEFORE REACHING END OF PAVEMENT, AND GO 50 FEET TO
 CE0682'BASE OF SMALL HILL, PROCEED UPHILL FOR 0.2 KM (0.1 MI) TO
 CE0682'THE STATION ON TOP OF HILL.
 CE0682'
 CE0682'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0682'STAMPED---WEST 11 EPGS 1981---,
 CE0682'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0682'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 CE0682'2.0 METERS (6.5 FT) EAST FROM DROP OFF TO INTERSTATE HIGHWAY 10
 CE0682'AND ABOUT 125 FEET HIGHER THAN THE HIGHWAY.
 CE0682'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0682'STAMPED---WEST 11 EPGS 1981---,
 CE0682'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CE0682'
 CE0682'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0682'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0683 ***********************************************************************
 CE0683  DESIGNATION -  WEST 12
 CE0683  PID         -  CE0683
 CE0683  STATE/COUNTY-  TX/EL PASO
 CE0683  USGS QUAD   -  SMELTERTOWN (1994)
 CE0683
 CE0683                         *CURRENT SURVEY CONTROL
 CE0683  ___________________________________________________________________
 CE0683* NAD 83(1993)-  31 49 24.60355(N)    106 32 41.76706(W)     ADJUSTED  
 CE0683* NAVD 88     -      1210.1    (meters)    3970.     (feet)  VERTCON   
 CE0683  ___________________________________________________________________
 CE0683  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 CE0683  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CE0683
 CE0683  HORZ ORDER  -  SECOND
 CE0683
 CE0683.The horizontal coordinates were established by classical geodetic methods
 CE0683.and adjusted by the National Geodetic Survey in February 1996..
 CE0683
 CE0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0683
 CE0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0683
 CE0683.The geoid height was determined by GEOID03.
 CE0683
 CE0683;                    North         East     Units Scale Factor Converg.
 CE0683;SPC TX C     - 3,255,520.146   112,239.305   MT  0.99998448   -3 11 57.6
 CE0683;SPC TX C     -10,680,819.01    368,238.45   sFT  0.99998448   -3 11 57.6
 CE0683;UTM  13      - 3,521,911.999   353,785.830   MT  0.99986366   -0 48 53.3
 CE0683
 CE0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0683!SPC TX C     -   0.99981378  x   0.99998448  =   0.99979826
 CE0683!UTM  13      -   0.99981378  x   0.99986366  =   0.99967747
 CE0683
 CE0683:                Primary Azimuth Mark                     Grid Az
 CE0683:SPC TX C     -  PASSERO                                  066 29 06.6
 CE0683:UTM  13      -  PASSERO                                  064 06 02.3
 CE0683
 CE0683|---------------------------------------------------------------------|
 CE0683| PID    Reference Object                     Distance      Geod. Az  |
 CE0683|                                                           dddmmss.s |
 CE0683| CE0680 PASSERO                             APPROX. 1.7 KM 0631709.0 |
 CE0683| CE0622 EL PASO TV TOWER KCIK               APPROX. 5.4 KM 1000520.7 |
 CE0683| CE0619 EL PASO TV TOWER KDBC               APPROX. 7.0 KM 1191808.1 |
 CE0683| CE0618 EL PASO TV TOWER KVIA               APPROX. 7.3 KM 1225841.3 |
 CE0683| CE0626 EL PASO MTN BELL MICROWAVE          APPROX. 5.7 KM 1231956.9 |
 CE0683| CE0679 EL PASO A S AND R SMELTING STK      APPROX. 5.0 KM 1565140.5 |
 CE0683| CE0678 EL PASO A S AND R SOUTH STK         APPROX. 5.4 KM 1573204.2 |
 CE0683| CE0684 EL PASO CROSS ON MOUNTAIN           APPROX. 4.0 KM 1811346.9 |
 CE0683|---------------------------------------------------------------------|
 CE0683
 CE0683                          SUPERSEDED SURVEY CONTROL
 CE0683
 CE0683  NAD 83(1993)-  31 49 24.60406(N)    106 32 41.76680(W) AD(       ) 2
 CE0683  NAD 83(1986)-  31 49 24.60715(N)    106 32 41.76657(W) AD(       ) 2
 CE0683  NAD 27      -  31 49 24.22769(N)    106 32 39.81024(W) AD(       ) 2
 CE0683  NGVD 29 (07/19/86) 1209.6    (m)         3968.     (f) VERT ANG       
 CE0683
 CE0683.Superseded values are not recommended for survey control.
 CE0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0683.See file dsdata.txt to determine how the superseded data were derived.
 CE0683
 CE0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5378621912(NAD 83)
 CE0683_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0683+STABILITY: SURFACE MOTION
 CE0683
 CE0683  HISTORY     - Date     Condition        Report By
 CE0683  HISTORY     - 1981     MONUMENTED       TX2190
 CE0683
 CE0683                          STATION DESCRIPTION
 CE0683
 CE0683'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0683'THE STATION IS LOCATED ABOUT 15.3 KM (9-1/2 MI)
 CE0683'SOUTH-SOUTHEAST FROM THE CENTER OF CANUTILLO, 4.8 KM
 CE0683'(3.0 MI) NORTHWEST FROM THE CENTER OF EL PASO, AND 1.6 KM
 CE0683'(1.0 MI) NORTH FROM INTERSTATE HIGHWAY 10.
 CE0683'OWNERSHIP--EL PASO WATER UTILITIES, PERMISSION BY
 CE0683'MR. ROBERT PARSONS (CONTRACTS AND LAND), 320 SOUTH
 CE0683'CAMPBELL, EL PASO, TX 79901, TELEPHONE NUMBER 915-533-9701.
 CE0683'
 CE0683'TO REACH THE STATION FROM THE INTERSECTION OF MESA STREET AND
 CE0683'DE LEON AVENUE, GO SOUTH ON
 CE0683'DE LEON AVENUE FOR 1.3 KM (0.8 MI) TO A CROSS ROAD, DEL MAR
 CE0683'DRIVE.  CONTINUE AHEAD FOR ABOUT 100 FEET TO A GRAVEL
 CE0683'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.2 KM
 CE0683'(0.1 MI) TO A GRAVEL ROAD LEADING TO THE TOP OF A HILL.
 CE0683'CONTINUE SOUTHEAST TO THE TOP OF THE HILL, GO SOUTH ALONG
 CE0683'THE TOP OF THE HILL FOR 0.5 KM (0.3 MI) TO THE STATION
 CE0683'ON THE LEFT.
 CE0683'
 CE0683'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0683'STAMPED---EPGS WEST 12 1981---,
 CE0683'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0683'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 CE0683'45.7 METERS (150.0 FT) NORTH FROM THE SOUTH SLOPE OF THE HILL AND
 CE0683'3.0 METERS (10 FT) SOUTHEAST FROM THE GRAVEL ROAD.
 CE0683'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0683'STAMPED---EPGS WEST 12 1981---,
 CE0683'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0683'
 CE0683'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0683'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0659 ***********************************************************************
 CE0659  DESIGNATION -  WEST 14
 CE0659  PID         -  CE0659
 CE0659  STATE/COUNTY-  TX/EL PASO
 CE0659  USGS QUAD   -  CANUTILLO (1995)
 CE0659
 CE0659                         *CURRENT SURVEY CONTROL
 CE0659  ___________________________________________________________________
 CE0659* NAD 83(1993)-  31 59 55.47111(N)    106 35 44.78418(W)     ADJUSTED  
 CE0659* NAVD 88     -      1169.6    (meters)    3837.     (feet)  VERTCON   
 CE0659  ___________________________________________________________________
 CE0659  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 CE0659  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CE0659
 CE0659  HORZ ORDER  -  SECOND
 CE0659
 CE0659.The horizontal coordinates were established by classical geodetic methods
 CE0659.and adjusted by the National Geodetic Survey in February 1996..
 CE0659.No horizontal observational check was made to the station.
 CE0659
 CE0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0659
 CE0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0659
 CE0659.The geoid height was determined by GEOID03.
 CE0659
 CE0659;                    North         East     Units Scale Factor Converg.
 CE0659;SPC TX C     - 3,275,190.868   108,527.267   MT  1.00003304   -3 13 31.9
 CE0659;SPC TX C     -10,745,355.37    356,059.88   sFT  1.00003304   -3 13 31.9
 CE0659;UTM  13      - 3,541,408.778   349,260.007   MT  0.99988023   -0 50 44.7
 CE0659
 CE0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0659!SPC TX C     -   0.99982014  x   1.00003304  =   0.99985317
 CE0659!UTM  13      -   0.99982014  x   0.99988023  =   0.99970039
 CE0659
 CE0659                          SUPERSEDED SURVEY CONTROL
 CE0659
 CE0659  NAD 83(1993)-  31 59 55.47104(N)    106 35 44.78403(W) AD(       ) 2
 CE0659  NAD 83(1986)-  31 59 55.47561(N)    106 35 44.78260(W) AD(       ) 2
 CE0659  NAD 27      -  31 59 55.11518(N)    106 35 42.81189(W) AD(       ) 2
 CE0659  NGVD 29 (07/19/86) 1169.1    (m)         3836.     (f) VERT ANG       
 CE0659
 CE0659.Superseded values are not recommended for survey control.
 CE0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0659.See file dsdata.txt to determine how the superseded data were derived.
 CE0659
 CE0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR4926041409(NAD 83)
 CE0659_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0659_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0659+STABILITY: SURFACE MOTION
 CE0659
 CE0659  HISTORY     - Date     Condition        Report By
 CE0659  HISTORY     - 1981     MONUMENTED       TX2190
 CE0659
 CE0659                          STATION DESCRIPTION
 CE0659
 CE0659'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0659'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) NORTH FROM
 CE0659'CANUTILLO, 1.2 KM (3/4 MI) WEST FROM INTERSTATE HIGHWAY 10 AND
 CE0659'0.8 KM (1/2 MI) WEST FROM ANTHONY.
 CE0659'OWNERSHIP--TOWN OF ANTHONY, PERMISSION BY BURLE PEVETO,
 CE0659'CITY ADMINISTRATOR, BOX 1269, ANTHONY TX 88021.
 CE0659'
 CE0659'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 CE0659'HIGHWAY 10 AND TRANS MOUNTAIN ROAD (LOOP 375), GO NORTH ON
 CE0659'INTERSTATE HIGHWAY 10 FOR 5.63 KM (3.5 MI) TO THE VINTON
 CE0659'ROAD EXIT (EXIT 2).  CONTINUE NORTH ON INTERSTATE HIGHWAY 10
 CE0659'FOR 4.10 KM (2.55 MI) TO THE FM 1905 EXIT (EXIT 0).  FOLLOW
 CE0659'EXIT RAMP FOR 0.4 KM (0.25 MI) TO FM 1905 ON LEFT.  TURN
 CE0659'LEFT AND GO WEST ON FM 1905 FOR 1.37 KM (0.85 MI) TO THE
 CE0659'STATION IN THE SOUTHWEST CORNER OF A SMALL PARK.
 CE0659'
 CE0659'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0659'STAMPED---EPGS WEST 14 1981---,
 CE0659'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0659'RECESSED 13 CM BELOW THE GROUND.  IT IS LOCATED
 CE0659'28.3 METERS (93.0 FT) EAST FROM A UTILITY POLE WITH STREET LIGHT
 CE0659'AND
 CE0659'9.10 METERS (29.8 FT) NORTH FROM THE CENTERLINE OF THE ROAD.
 CE0659'THE UNDERGROUND MARK IS A STANDATD EPGS DISK
 CE0659'STAMPED---EPGS WEST 4 1981---,
 CE0659'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 CE0659'
 CE0659'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0659'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0902 ***********************************************************************
 AV0902  DESIGNATION -  WEST 1933
 AV0902  PID         -  AV0902
 AV0902  STATE/COUNTY-  TX/JEFFERSON
 AV0902  USGS QUAD   -  TEXAS POINT (1993)
 AV0902
 AV0902                         *CURRENT SURVEY CONTROL
 AV0902  ___________________________________________________________________
 AV0902* NAD 83(1993)-  29 40 29.50340(N)    093 51 12.91228(W)     ADJUSTED  
 AV0902* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AV0902  ___________________________________________________________________
 AV0902  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AV0902  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AV0902
 AV0902  HORZ ORDER  -  THIRD
 AV0902
 AV0902.The horizontal coordinates were established by classical geodetic methods
 AV0902.and adjusted by the National Geodetic Survey in February 1996..
 AV0902
 AV0902.The orthometric height was scaled from a topographic map.
 AV0902
 AV0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0902
 AV0902.The geoid height was determined by GEOID03.
 AV0902
 AV0902;                    North         East     Units Scale Factor Converg.
 AV0902;SPC TXSC     - 4,215,048.929 1,097,948.829   MT  0.99988078   +2 31 16.7
 AV0902;SPC TXSC     -13,828,873.03  3,602,187.12   sFT  0.99988078   +2 31 16.7
 AV0902;SPC LA S     -   132,909.988   756,075.209   MT  0.99994183   -1 15 36.6
 AV0902;SPC LA S     -   436,055.52  2,480,556.75   sFT  0.99994183   -1 15 36.6
 AV0902;UTM  15      - 3,283,062.932   417,404.921   MT  0.99968417   -0 25 21.4
 AV0902
 AV0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0902!SPC TXSC     -   1.00000421  x   0.99988078  =   0.99988499
 AV0902!SPC LA S     -   1.00000421  x   0.99994183  =   0.99994604
 AV0902!UTM  15      -   1.00000421  x   0.99968417  =   0.99968838
 AV0902
 AV0902                          SUPERSEDED SURVEY CONTROL
 AV0902
 AV0902  NAD 83(1993)-  29 40 29.50332(N)    093 51 12.91228(W) AD(       ) 3
 AV0902  NAD 83(1986)-  29 40 29.52535(N)    093 51 12.89812(W) AD(       ) 3
 AV0902  NAD 27      -  29 40 28.74000(N)    093 51 12.31700(W) AD(       ) 3
 AV0902
 AV0902.Superseded values are not recommended for survey control.
 AV0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0902.See file dsdata.txt to determine how the superseded data were derived.
 AV0902
 AV0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1740583063(NAD 83)
 AV0902_MARKER: DS = TRIANGULATION STATION DISK
 AV0902_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0902_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0902
 AV0902  HISTORY     - Date     Condition        Report By
 AV0902  HISTORY     - 1933     MONUMENTED       CGS
 AV0902  HISTORY     - 1957     GOOD             CGS
 AV0902  HISTORY     - 1963     MARK NOT FOUND   CGS
 AV0902
 AV0902                          STATION DESCRIPTION
 AV0902
 AV0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0902'STATION IS LOCATED ON THE GULF COAST ABOUT 0.9 MILE W OF THE
 AV0902'SABINE PASS WEST JETTY, ABOUT 0.8 MILE E OF GULF BAYOU, AND
 AV0902'ABOUT 300 METERS FROM POINT WHERE SHORELINE CHANGES ITS BEARING
 AV0902'FROM S TO W.  IT IS IN MARSH 70 METERS INSHORE, BEHIND A SOFT
 AV0902'MUD BEACH WHICH IS BUILDING OUT.  STATION IS FRONT RANGE FOR
 AV0902'W LIMIT OF BAR SURVEYS AND IS MARKED WITH A PERMANENT TRIPOD
 AV0902'WITH SLAT TARGET MAINTAINED BY THE U.S. ENGINEERS.
 AV0902'
 AV0902'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER
 AV0902'OF THE TOP OF A TILE.
 AV0902'
 AV0902'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.  REFERENCE
 AV0902'MARKS ARE BOTH IN MARSH AND BOTH CAST AROUND 2- BY 4-INCH
 AV0902'CYPRESS STAKES.  REFERENCE MARK 1 IS 19.889 METERS FROM STATION.
 AV0902'REFERENCE MARK 2 IS 21.159 METERS FROM STATION.
 AV0902
 AV0902                          STATION RECOVERY (1957)
 AV0902
 AV0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AV0902'STATION RECOVERED 30 METERS OFFSHORE OF THE HIGH WATER LINE.
 AV0902'THE REFERENCE MARKS WERE NOT RECOVERED.  THE STEEL TRIPOD WAS
 AV0902'FOUND LYING ON ITS SIDE JUST NORTH OF THE STATION.  THE
 AV0902'STATION MARK IS FIRM AND BARES AT LOW WATER.
 AV0902
 AV0902                          STATION RECOVERY (1963)
 AV0902
 AV0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 AV0902'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED
 AV0902'THAT IT HAS BEEN DESTROYED BY BEACH EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1248 ***********************************************************************
 BZ1248  DESIGNATION -  WEST 2
 BZ1248  PID         -  BZ1248
 BZ1248  STATE/COUNTY-  TX/MCLENNAN
 BZ1248  USGS QUAD   -  WEST (1979)
 BZ1248
 BZ1248                         *CURRENT SURVEY CONTROL
 BZ1248  ___________________________________________________________________
 BZ1248* NAD 83(1993)-  31 47 13.54120(N)    097 06 04.94637(W)     ADJUSTED  
 BZ1248* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 BZ1248  ___________________________________________________________________
 BZ1248  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 BZ1248  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BZ1248
 BZ1248  HORZ ORDER  -  SECOND
 BZ1248
 BZ1248.The horizontal coordinates were established by classical geodetic methods
 BZ1248.and adjusted by the National Geodetic Survey in February 1996..
 BZ1248.No horizontal observational check was made to the station.
 BZ1248
 BZ1248.The orthometric height was scaled from a topographic map.
 BZ1248
 BZ1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1248
 BZ1248.The geoid height was determined by GEOID03.
 BZ1248
 BZ1248;                    North         East     Units Scale Factor Converg.
 BZ1248;SPC TX C     - 3,239,515.380 1,006,051.039   MT  0.99997557   +1 39 52.7
 BZ1248;SPC TX C     -10,628,310.04  3,300,685.78   sFT  0.99997557   +1 39 52.7
 BZ1248;SPC TXNC     - 2,014,237.020   732,476.212   MT  1.00011387   +0 45 46.1
 BZ1248;SPC TXNC     - 6,608,375.96  2,403,132.37   sFT  1.00011387   +0 45 46.1
 BZ1248;UTM  14      - 3,518,406.439   679,763.287   MT  0.99999856   +1 00 01.4
 BZ1248
 BZ1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1248!SPC TX C     -   0.99997454  x   0.99997557  =   0.99995011
 BZ1248!SPC TXNC     -   0.99997454  x   1.00011387  =   1.00008841
 BZ1248!UTM  14      -   0.99997454  x   0.99999856  =   0.99997310
 BZ1248
 BZ1248:                Primary Azimuth Mark                     Grid Az
 BZ1248:SPC TX C     -  WEST BRAZOS VAL COTTON MILL TK           032 17 49.9
 BZ1248:SPC TXNC     -  WEST BRAZOS VAL COTTON MILL TK           033 11 56.5
 BZ1248:UTM  14      -  WEST BRAZOS VAL COTTON MILL TK           032 57 41.2
 BZ1248
 BZ1248|---------------------------------------------------------------------|
 BZ1248| PID    Reference Object                     Distance      Geod. Az  |
 BZ1248|                                                           dddmmss.s |
 BZ1248| BZ1250 WEST BRAZOS VAL COTTON MILL TK      APPROX. 1.8 KM 0335742.6 |
 BZ1248| CV5791 WEST 2 RM 1                           5.986 METERS 04543     |
 BZ1248| CV5792 WEST 2 RM 2                          21.435 METERS 13117     |
 BZ1248| BZ1246 WEST                                 84.801 METERS 25624     |
 BZ1248|---------------------------------------------------------------------|
 BZ1248
 BZ1248                          SUPERSEDED SURVEY CONTROL
 BZ1248
 BZ1248  NAD 83(1986)-  31 47 13.54994(N)    097 06 04.92664(W) AD(       ) 2
 BZ1248  NAD 27      -  31 47 12.97050(N)    097 06 03.91820(W) AD(       ) 2
 BZ1248
 BZ1248.Superseded values are not recommended for survey control.
 BZ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1248.See file dsdata.txt to determine how the superseded data were derived.
 BZ1248
 BZ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA7976318406(NAD 83)
 BZ1248_MARKER: DS = TRIANGULATION STATION DISK
 BZ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1248
 BZ1248  HISTORY     - Date     Condition        Report By
 BZ1248  HISTORY     - 1958     MONUMENTED       CGS
 BZ1248  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1248  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1248  HISTORY     - 20040110 MARK NOT FOUND   USPSQD
 BZ1248
 BZ1248                          STATION DESCRIPTION
 BZ1248
 BZ1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WCR)
 BZ1248'THIS STATION IS LOCATED ON THE EAST SIDE OF A GRADE SUMMIT
 BZ1248'AND U.S. HIGHWAY AND EXPRESSWAY NO. 81, ABOUT 1 MILE SOUTHWEST
 BZ1248'OF THE TOWN OF WEST, IN A BRUSHY AREA ABOUT 10 FEET EAST
 BZ1248'OF THE EAST RIGHT-OF-WAY LINE OF THE EXPRESSWAY AND 35 FEET
 BZ1248'NORTH OF AN OLD BARN.  IT IS 3 FEET SOUTHEAST OF A 4 INCH
 BZ1248'CREOSOTED POST.  A STANDARD DISK STAMPED WEST 2 1958 IN
 BZ1248'A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
 BZ1248'
 BZ1248'REFERENCE NO. 1 IS A STANDARD DISK STAMPED WEST 2 NO 1 1958
 BZ1248'IN A CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS IN A
 BZ1248'BRUSHY, WASTE AREA.
 BZ1248'
 BZ1248'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WEST 2 NO
 BZ1248'2 1958 IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES.
 BZ1248'IT IS 35 FEET EAST OF AN OLD BARN AND IS IN A FENCE LINE
 BZ1248'LEADING EAST FROM THE SOUTHEAST CORNER OF THE BARN.
 BZ1248'
 BZ1248'TO REACH FROM WEST--GO SOUTHWEST ON THE EXPRESSWAY, 01.1
 BZ1248'MILES TO THE TOP OF THE GRADE AND THE STATION ON THE LEFT
 BZ1248'AS DESCRIBED.
 BZ1248
 BZ1248                          STATION RECOVERY (1995)
 BZ1248
 BZ1248'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1248'MARK NOT FOUND.
 BZ1248
 BZ1248                          STATION RECOVERY (2001)
 BZ1248
 BZ1248'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1248'MARK NOT FOUND.
 BZ1248
 BZ1248                          STATION RECOVERY (2004)
 BZ1248
 BZ1248'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0902 ***********************************************************************
 CU0902  DESIGNATION -  WEST 2
 CU0902  PID         -  CU0902
 CU0902  STATE/COUNTY-  TX/FISHER
 CU0902  USGS QUAD   -  POKE MOUNTAIN (1981)
 CU0902
 CU0902                         *CURRENT SURVEY CONTROL
 CU0902  ___________________________________________________________________
 CU0902* NAD 83(1993)-  32 52 55.18511(N)    100 19 13.16192(W)     ADJUSTED  
 CU0902* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 CU0902  ___________________________________________________________________
 CU0902  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CU0902  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CU0902
 CU0902  HORZ ORDER  -  SECOND
 CU0902
 CU0902.The horizontal coordinates were established by classical geodetic methods
 CU0902.and adjusted by the National Geodetic Survey in February 1996..
 CU0902
 CU0902.The orthometric height was scaled from a topographic map.
 CU0902
 CU0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0902
 CU0902.The geoid height was determined by GEOID03.
 CU0902
 CU0902;                    North         East     Units Scale Factor Converg.
 CU0902;SPC TXNC     - 2,136,243.056   429,688.372   MT  0.99987698   -0 59 34.1
 CU0902;SPC TXNC     - 7,008,657.43  1,409,735.93   sFT  0.99987698   -0 59 34.1
 CU0902;UTM  14      - 3,638,977.791   376,492.501   MT  0.99978809   -0 43 00.9
 CU0902
 CU0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0902!SPC TXNC     -   0.99990943  x   0.99987698  =   0.99978642
 CU0902!UTM  14      -   0.99990943  x   0.99978809  =   0.99969754
 CU0902
 CU0902|---------------------------------------------------------------------|
 CU0902| PID    Reference Object                     Distance      Geod. Az  |
 CU0902|                                                           dddmmss.s |
 CU0902| CX8976 WEST 2 RM 1                          16.154 METERS 25507     |
 CU0902| CX8977 WEST 2 RM 2                          45.193 METERS 34507     |
 CU0902| CU0903 WEST                                  9.754 METERS 34507     |
 CU0902|---------------------------------------------------------------------|
 CU0902
 CU0902                          SUPERSEDED SURVEY CONTROL
 CU0902
 CU0902  NAD 83(1993)-  32 52 55.19137(N)    100 19 13.15628(W) AD(       ) 2
 CU0902  NAD 83(1986)-  32 52 55.19123(N)    100 19 13.15335(W) AD(       ) 2
 CU0902  NAD 27      -  32 52 54.81500(N)    100 19 11.77300(W) AD(       ) 2
 CU0902
 CU0902.Superseded values are not recommended for survey control.
 CU0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0902.See file dsdata.txt to determine how the superseded data were derived.
 CU0902
 CU0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7649338978(NAD 83)
 CU0902_MARKER: Z = SEE DESCRIPTION
 CU0902_SETTING: 0 = UNSPECIFIED SETTING
 CU0902
 CU0902  HISTORY     - Date     Condition        Report By
 CU0902  HISTORY     - 1939     MONUMENTED       TXHD
 CU0902  HISTORY     - 1958     GOOD             CGS
 CU0902
 CU0902                          STATION DESCRIPTION
 CU0902
 CU0902'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1939 (CCR)
 CU0902'LETTER OF MR. C.C. REED, TEXAS HIGHWAY DEPARTMENT, ABILENE,
 CU0902'TEXAS, DATED JUNE 17, 1939--
 CU0902'
 CU0902'STATION MARK WAS SET ON LINE OF OLD REFERENCE MARK NO. 2 AND
 CU0902'STATION WEST, 32 FT 0 IN FARTHER FROM THE REFERENCE MARK.
 CU0902'
 CU0902'REFERENCE MARK NO. 2 (1939) WAS SET ON LINE OF WEST AND REFERENCE
 CU0902'MARK NO. 2 (1935) AT A DISTANCE OF 148 FT 2-3/4 IN FROM STATION.
 CU0902'
 CU0902'REFERENCE MARK NO. 1 (1939) WAS SET 53 FT 0 IN FROM STATION,
 CU0902'AT ANGLE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 AT
 CU0902'STATION CLOCKWISE OF S 90 DEG W.
 CU0902'
 CU0902'ALL MARKS SET IN REINFORCED CONCRETE MONUMENTS.
 CU0902
 CU0902                          STATION RECOVERY (1958)
 CU0902
 CU0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0902'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED BY THE
 CU0902'STATE HIGHWAY DEPARTMENT IN 1939 AND FOUND IN GOOD CONDITION.
 CU0902'
 CU0902'THE STATION MARK IS ON TOP OF A BANK, 1 FOOT NORTH OF THE SOUTH
 CU0902'RIGHT OF WAY FENCE AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 CU0902'THE STATION MARK IS STAMPED, WEST 2 1935 RESET 1939.  THE 2
 CU0902'WAS STAMPED ON THE DISK AT TIME OF RECOVERY.
 CU0902'
 CU0902'R.M. NO. 1 IS 53 FEET WEST OF THE STATION AND IS IN THE RIGHT
 CU0902'OF WAY FENCE LINE.
 CU0902'
 CU0902'R.M. NO. 2 IS 148.27 FEET NORTH OF THE STATION AND 1 FOOT SOUTH
 CU0902'OF THE NORTH RIGHT OF WAY FENCE.
 CU0902'
 CU0902'THE 1935 AZIMUTH MARK IS STILL AS ORIGINALLY DESCRIBED BUT THE
 CU0902'DIRECTION WAS NOT OBSERVED WHEN THE STATION WAS MOVED IN 1939.
 CU0902'
 CU0902'THE 1935 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0624 ***********************************************************************
 CE0624  DESIGNATION -  WEST 2
 CE0624  PID         -  CE0624
 CE0624  STATE/COUNTY-  TX/EL PASO
 CE0624  USGS QUAD   -  EL PASO (1997)
 CE0624
 CE0624                         *CURRENT SURVEY CONTROL
 CE0624  ___________________________________________________________________
 CE0624* NAD 83(1993)-  31 46 40.49809(N)    106 29 29.84846(W)     ADJUSTED  
 CE0624* NAVD 88     -      1219.7    (meters)    4002.     (feet)  VERTCON   
 CE0624  ___________________________________________________________________
 CE0624  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CE0624  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CE0624
 CE0624  HORZ ORDER  -  SECOND
 CE0624
 CE0624.The horizontal coordinates were established by classical geodetic methods
 CE0624.and adjusted by the National Geodetic Survey in February 1996..
 CE0624
 CE0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0624
 CE0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0624
 CE0624.The geoid height was determined by GEOID03.
 CE0624
 CE0624;                    North         East     Units Scale Factor Converg.
 CE0624;SPC TX C     - 3,250,192.928   116,998.878   MT  0.99997338   -3 10 18.8
 CE0624;SPC TX C     -10,663,341.30    383,853.82   sFT  0.99997338   -3 10 18.8
 CE0624;UTM  13      - 3,516,788.130   358,762.385   MT  0.99984602   -0 47 08.4
 CE0624
 CE0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0624!SPC TX C     -   0.99981229  x   0.99997338  =   0.99978567
 CE0624!UTM  13      -   0.99981229  x   0.99984602  =   0.99965833
 CE0624
 CE0624:                Primary Azimuth Mark                     Grid Az
 CE0624:SPC TX C     -  EL PASO TV TOWER KTSM                    017 59 33.2
 CE0624:UTM  13      -  EL PASO TV TOWER KTSM                    015 36 22.8
 CE0624
 CE0624|---------------------------------------------------------------------|
 CE0624| PID    Reference Object                     Distance      Geod. Az  |
 CE0624|                                                           dddmmss.s |
 CE0624| CE0621 EL PASO TV TOWER KTSM               APPROX. 3.1 KM 0144914.4 |
 CE0624| CE0619 EL PASO TV TOWER KDBC               APPROX. 1.9 KM 0324449.0 |
 CE0624| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 9.9 KM 0993752.9 |
 CE0624| CE0625 CITY HALL                           APPROX. 2.1 KM 1831524.6 |
 CE0624| CE0626 EL PASO MTN BELL MICROWAVE          APPROX. 1.9 KM 3520857.1 |
 CE0624|---------------------------------------------------------------------|
 CE0624
 CE0624                          SUPERSEDED SURVEY CONTROL
 CE0624
 CE0624  NAD 83(1993)-  31 46 40.49818(N)    106 29 29.84759(W) AD(       ) 2
 CE0624  NAD 83(1986)-  31 46 40.50047(N)    106 29 29.84749(W) AD(       ) 2
 CE0624  NAD 27      -  31 46 40.11039(N)    106 29 27.89314(W) AD(       ) 2
 CE0624  NGVD 29 (07/19/86) 1219.2    (m)         4000.     (f) VERT ANG       
 CE0624
 CE0624.Superseded values are not recommended for survey control.
 CE0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0624.See file dsdata.txt to determine how the superseded data were derived.
 CE0624
 CE0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5876216788(NAD 83)
 CE0624_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0624+STABILITY: SURFACE MOTION
 CE0624
 CE0624  HISTORY     - Date     Condition        Report By
 CE0624  HISTORY     - 1981     MONUMENTED       TX2190
 CE0624
 CE0624                          STATION DESCRIPTION
 CE0624
 CE0624'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0624'THE STATION IS LOCATED ABOUT 2.1 KM (1-1/4 MI) NORTH-NORTHWEST
 CE0624'OF DOWNTOWN EL PASO, 2.6 KM (1-1/2 MI) NORTHEAST OF THE
 CE0624'RIO GRANDE, AND 4.8 KM (3 MI) WEST OF INTERSTATE
 CE0624'10 AND U.S. HIGHWAY 54 INTERCHANGE.
 CE0624'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0624'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0624'915-543-4200.
 CE0624'
 CE0624'TO REACH THE STATION FROM THE JUNCTION OF RIM ROAD, KIRBEY
 CE0624'AVENUE AND BROWN STREET, GO SOUTH ON RIM ROAD FOR 0.24 KM
 CE0624'(0.15 MI) TO STATION ON LEFT.
 CE0624'
 CE0624'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0624'STAMPED---WEST 2 EPGS 1980---,
 CE0624'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0624'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 CE0624'61.0 METERS (200 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 CE0624'INTERSECTION OF RIM ROAD AND ANGIE STREET,
 CE0624'15.3 METERS (50.2 FT) EAST-SOUTHEAST FROM THE CENTER OF RIM ROAD,
 CE0624'AND
 CE0624'5.3 METERS (17.4 FT) WEST-NORTHWEST FROM A DROP OFF TO THE EAST.
 CE0624'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0624'STAMPED---WEST 2 EPGS 1980---,
 CE0624'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0624'
 CE0624'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0624'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0424 ***********************************************************************
 AM0424  DESIGNATION -  WEST 2 RESET
 AM0424  PID         -  AM0424
 AM0424  STATE/COUNTY-  TX/BRAZORIA
 AM0424  USGS QUAD   -  FREEPORT (1974)
 AM0424
 AM0424                         *CURRENT SURVEY CONTROL
 AM0424  ___________________________________________________________________
 AM0424* NAD 83(1993)-  28 55 49.81630(N)    095 18 38.70592(W)     ADJUSTED  
 AM0424* NAVD 88     -         1.12   (+/-2cm)       3.7    (feet)  VERTCON   
 AM0424  ___________________________________________________________________
 AM0424  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AM0424  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0424
 AM0424  HORZ ORDER  -  FIRST
 AM0424  VERT ORDER  -  THIRD ? (See Below)
 AM0424
 AM0424.The horizontal coordinates were established by classical geodetic methods
 AM0424.and adjusted by the National Geodetic Survey in February 1996..
 AM0424
 AM0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0424.The vertical order pertains to the NGVD 29 superseded value.
 AM0424
 AM0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0424
 AM0424.The geoid height was determined by GEOID03.
 AM0424
 AM0424;                    North         East     Units Scale Factor Converg.
 AM0424;SPC TXSC     - 4,127,269.165   959,616.572   MT  0.99988798   +1 48 26.7
 AM0424;SPC TXSC     -13,540,882.25  3,148,342.04   sFT  0.99988798   +1 48 26.7
 AM0424;UTM  15      - 3,202,484.195   274,749.847   MT  1.00022616   -1 07 05.9
 AM0424
 AM0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0424!SPC TXSC     -   1.00000396  x   0.99988798  =   0.99989194
 AM0424!UTM  15      -   1.00000396  x   1.00022616  =   1.00023012
 AM0424
 AM0424:                Primary Azimuth Mark                     Grid Az
 AM0424:SPC TXSC     -  BRAZOS RIVER LIGHTHOUSE                  005 40 04.7
 AM0424:UTM  15      -  BRAZOS RIVER LIGHTHOUSE                  008 35 37.3
 AM0424
 AM0424|---------------------------------------------------------------------|
 AM0424| PID    Reference Object                     Distance      Geod. Az  |
 AM0424|                                                           dddmmss.s |
 AM0424| AM0425 BRAZOS RIVER LIGHTHOUSE             APPROX. 1.6 KM 0072831.4 |
 AM0424| CV6917 WEST 2 RM 1                                        0441357.5 |
 AM0424| CV6918 WEST 2 RM 3                          16.378 METERS 22749     |
 AM0424| AM0414 FREEPORT MUNICIPAL TANK             APPROX. 4.2 KM 3031035.1 |
 AM0424| AM0310 WEST 2 RM 2                          56.270 METERS 32414     |
 AM0424| CV6919 WEST 2 RM 4                          35.598 METERS 33134     |
 AM0424| AM0423 DOW CHEM CO PLT A ORGANIC TANK      APPROX. 1.8 KM 3480940.1 |
 AM0424|---------------------------------------------------------------------|
 AM0424
 AM0424                          SUPERSEDED SURVEY CONTROL
 AM0424
 AM0424  NAD 83(1986)-  28 55 49.82566(N)    095 18 38.68594(W) AD(       ) 1
 AM0424  NAD 27      -  28 55 48.93600(N)    095 18 37.90600(W) AD(       ) 1
 AM0424  NGVD 29 (07/19/86)    1.14   (m)            3.7    (f) LEVELING    3  
 AM0424
 AM0424.Superseded values are not recommended for survey control.
 AM0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0424.See file dsdata.txt to determine how the superseded data were derived.
 AM0424
 AM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7475002484(NAD 83)
 AM0424_MARKER: DS = TRIANGULATION STATION DISK
 AM0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0424
 AM0424  HISTORY     - Date     Condition        Report By
 AM0424  HISTORY     - 1931     MONUMENTED       USE
 AM0424  HISTORY     - 1933     GOOD             CGS
 AM0424  HISTORY     - 1937     GOOD             CGS
 AM0424  HISTORY     - 1942     GOOD             CGS
 AM0424  HISTORY     - 1947     GOOD             CGS
 AM0424  HISTORY     - 1950     GOOD             CGS
 AM0424  HISTORY     - 1953     GOOD             CGS
 AM0424  HISTORY     - 1954     GOOD             WESGEO
 AM0424  HISTORY     - 1954     GOOD             CGS
 AM0424  HISTORY     - 1960     GOOD             CGS
 AM0424  HISTORY     - 1962     GOOD             CGS
 AM0424  HISTORY     - 1963     GOOD             CGS
 AM0424  HISTORY     - 1969     GOOD             CGS
 AM0424  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0424
 AM0424                          STATION DESCRIPTION
 AM0424
 AM0424'DESCRIBED BY US ENGINEERS 1931 (FLG)
 AM0424'ON THE W SIDE OF THE BRAZOS RIVER, ABOUT 1 MILE FROM ITS
 AM0424'MOUTH, AND 315 METERS (1,033 FEET) S OF THE LAST HOUSE ON
 AM0424'THE S SIDE OF QUINTANA.  IN 1931 DESCRIBED AS BEING ABOUT
 AM0424'4.5 MILES BY ROAD SE OF THE CENTER OF TOWN OF FREEPORT AND
 AM0424'0.6 MILE E OF THE INTERCOASTAL CANAL, IN SANDY PASTURE LAND,
 AM0424'ON W SIDE OF QUINTANA BEACH, ABOUT 1-1/2 MILES S OF SULPHUR
 AM0424'LOADING DOCK, 1/4 MILE SW OF THE END OF THE SHELL ROAD AT
 AM0424'GROUP OF HOUSES WHICH ARE 1/2 MILE SE OF BRIDGE OVER CANAL,
 AM0424'AND 375 FEET E OF A SMALL FRAME HOUSE.  ORIGINALLY MARKED
 AM0424'AT THE SURFACE BY A UNITED STATES ENGINEERS STANDARD
 AM0424'REFERENCE MARK USED AS A STATION MARK.  IN 1931 THIS WAS
 AM0424'REPLACED WITH A STANDARD DISK STATION MARK IN CONCRETE,
 AM0424'PROJECTING 5 INCHES ABOVE THE GROUND THE DISK BEING
 AM0424'STAMPED--WEST 2, 1897, 1912, 1931.  IT WAS CENTERED WITH
 AM0424'THE OLD STATION MARK AND OVER THE OLD UNDERGROUND MARK
 AM0424'WHICH WAS IN GOOD CONDITION AND WAS NOT DISTURBED.
 AM0424'CHARACTER OF UNDERGROUND MARK NOT RECORDED.  THE ANCHOR
 AM0424'POSTS OF A FORMER WOODEN SIGNAL REMAIN IN POSITION, 9
 AM0424'FEET FROM THE STATION, FORMING A TRIANGLE AROUND IT.
 AM0424'THESE ARE 8-INCH, SOLID, CREOSOTED POSTS.  TWO REFERENCE
 AM0424'MARKS SET IN 1931, STANDARD REFERENCE DISKS IN SQUARE
 AM0424'CONCRETE MONUMENTS, PROJECT 10 INCHES ABOVE THE SURFACE OF
 AM0424'THE GROUND.  REFERENCE MARK NO. 1 IS NEAR END OF SHELL
 AM0424'ROAD AT FORKS 0.55 MILE SE OF STEEL BRIDGE OVER CANAL,
 AM0424'114.6 FEET SE OF SE CORNER OF LARGE FRAME HOUSE, 33 FEET NE
 AM0424'OF CENTER LINE OF SHELL ROAD, 10.85 FEET NE OF A 3-INCH
 AM0424'SQUARE PROPERTY STAKE, AND APPROXIMATELY 0.25 MILE FROM
 AM0424'STATION N 44 DEG 14 MIN E.  REFERENCE
 AM0424'MARK NO. 2 IS ABOUT 1/4 MILE SW OF END OF SHELL ROAD AT FORKS
 AM0424'0.55 MILE SE OF BRIDGE, 200 FEET NE OF SMALL FRAME HOUSE,
 AM0424'AND 184.63 FEET FROM STATION N 35 DEG 47 MIN W.  BEARING
 AM0424'OF BRAZOS RIVER LIGHTHOUSE, DISTANT 1 MILE, IS N 7 DEG 29 MIN E.
 AM0424'
 AM0424'STATION REACHED FROM POINT 1 BLOCK SE OF TARPEN INN IN FREEPORT
 AM0424'BY STATE ROUTE 36 SW 1.5 MILES, THENCE SE 2.8 MILES TO FORKS,
 AM0424'AND 0.25 MILE SW TO STATION.
 AM0424
 AM0424                          STATION RECOVERY (1933)
 AM0424
 AM0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AM0424'STATION RECOVERED AND 1931 DESCRIPTION WAS FOUND TO BE CORRECT,
 AM0424'EXCEPT THAT THE SMALL FRAME HOUSE, MENTIONED, 375 FEET E
 AM0424'OF STATION HAS BEEN REMOVED.
 AM0424
 AM0424                          STATION RECOVERY (1937)
 AM0424
 AM0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AM0424'STATION IS ABOUT 4-1/2 MILES SE FROM THE CENTER OF THE TOWN
 AM0424'OF FREEPORT, AND ABOUT 0.6 MILE SE FROM THE BRIDGE CROSSING
 AM0424'THE INTRACOASTAL CANAL.  IT IS 340 METERS SW FROM THE END
 AM0424'OF THE SHELL ROAD LEADING TO THE BRIDGE IN SANDY PASTURE
 AM0424'LAND JUST S OF WHAT WAS FORMERLY THE TOWN OF QUINTANA.  IT
 AM0424'IS ALSO ABOUT 1 MILE W OF THE MOUTH OF THE BRAZOS RIVER.
 AM0424'
 AM0424'STATION WAS MARKED IN 1931 BY A STANDARD STATION DISK SET
 AM0424'IN CONCRETE, PROJECTING 5 INCHES ABOVE SURFACE OF THE GROUND,
 AM0424'AND STAMPED WEST 2, 1897, 1912, 1931.  TWO REFERENCE MARKS
 AM0424'WERE ALSO PLACED AT THIS TIME CONSISTING OF STANDARD REFERENCE
 AM0424'DISKS SET IN CONCRETE, PROJECTING 10 INCHES ABOVE THE GROUND
 AM0424'AND DESCRIBED AS FOLLOWS--
 AM0424'
 AM0424'REFERENCE MARK NO. 1 IS NEAR END OF SHELL ROAD 0.55 MILE
 AM0424'SE OF STEEL BRIDGE OVER CANAL, 114.6 FEET SE OF SE CORNER
 AM0424'OF LARGE FRAME HOUSE, 33 FEET NE OF CENTER LINE OF SHELL
 AM0424'ROAD, AND 10.85 FEET NE OF A 3-INCH SQUARE PROPERTY STAKE,
 AM0424'AND APPROXIMATELY 0.25 MILE FROM STATION N 44 DEG 14 MIN E.
 AM0424'
 AM0424'REFERENCE MARK NO. 2 IS ABOUT 1/4 MILE SW OF END OF SHELL
 AM0424'ROAD LEADING TO BRIDGE AND 184.63 FEET FROM STATION N 35 DEG 47
 AM0424'MIN W.  ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 AM0424'
 AM0424'THE FOLLOWING BEARING WAS GIVEN TO BRAZOS RIVER LIGHTHOUSE,
 AM0424'DISTANT 1 MILE, IN 1931--N 7 DEG 29 MIN E.
 AM0424
 AM0424                          STATION RECOVERY (1942)
 AM0424
 AM0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AM0424'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AM0424'CONDITION.
 AM0424'
 AM0424'STATION IS ABOUT 0.6 MILE SE OF DRAWBRIDGE OVER THE INTRACOSTAL
 AM0424'CANAL, ABOUT 1 MILE W OF THE MOUTH OF THE BRAZOS RIVER, ABOUT
 AM0424'0.5 MILE S OF JETTIES U.S. ARMY OUTPOST AT WHAT WAS FORMERLY
 AM0424'KNOWN AS QUINTANA, ABOUT 0.1 MILE E OF A SMALL HOUSE, ABOUT
 AM0424'220 FEET SE OF THE CENTER LINE OF A TRACK ROAD, ABOUT 118
 AM0424'FEET SE OF A FENCE AND IN THE CENTER OF TRIANGLE FORMED
 AM0424'BY THREE LARGE POSTS DRIVEN INTO THE GROUND FOR OBSERVATION
 AM0424'TOWER, AND 3 FEET S OF A 4- BY 4-INCH WOODEN MARKER POST.
 AM0424'IT IS STAMPED WEST 2 1897 1912 1931 1933 USE.  MONUMENT
 AM0424'PROJECTS 0.8 FOOT.
 AM0424'
 AM0424'REFERENCE MARK NO. 1 IS ABOUT 0.3 MILE S OF JETTIES
 AM0424'U.S. ARMY OUTPOST, ABOUT 185 FEET SE OF A SHARP CURVE IN
 AM0424'SHELL ROAD, 36 FEET NE OF THE CENTER OF CURVE IN A TRACK
 AM0424'ROAD LEADING SE AND 18 FEET NE OF FENCE CORNER POST.  IT
 AM0424'IS STAMPED WEST 2 NO. 1 1897 1912 1931 1933 U.S.E.  MONUMENT
 AM0424'PROJECTS 1 FOOT.
 AM0424'
 AM0424'REFERENCE MARK NO. 2 IS 153 FEET NW OF THE STATION,
 AM0424'45 FEET SE OF THE CENTER LINE OF TRACK ROAD AND 36 FEET NW
 AM0424'OF FENCE.  IT IS STAMPED WEST 2 NO. 2 1897 1912 1931 1933
 AM0424'U.S.E.  THE MONUMENT PROJECTS ABOUT 0.1 FOOT.
 AM0424
 AM0424                          STATION RECOVERY (1947)
 AM0424
 AM0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0424'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.J.B.
 AM0424'IN 1942.
 AM0424'
 AM0424'R.M. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.J.B.
 AM0424'IN 1942.
 AM0424'
 AM0424'R.M. 2 WAS FOUND REMOVED FROM ITS POSITION.  IT IS RECOMMENDED
 AM0424'IT BE CLASSIFIED AS LOST.
 AM0424
 AM0424                          STATION RECOVERY (1950)
 AM0424
 AM0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWW)
 AM0424'STATION IS 2 BLOCKS E ALONG BROAD STREET FROM THE FREEPORT
 AM0424'NATIONAL BANK AT FREEPORT, THENCE 0.65 MILE S ALONG PINE
 AM0424'STREET AND QUINTANA ROAD, THENCE 1.45 MILES E ALONG A SHELL
 AM0424'ROAD, THENCE 1.0 MILE NE ALONG A SHELL ROAD, THENCE 0.6 MILE
 AM0424'SE ALONG A SHELL ROAD, THENCE THROUGH A GATE AND 0.25 MILE
 AM0424'SW, 0.2 MILE SW OF A SMALL HOUSE, 220 FEET S OF THE CENTER
 AM0424'LINE OF A TRACK ROAD, AND 3 FEET N OF A WITNESS POST.  STATION
 AM0424'MARK IS A STANDARD STATION DISK SET IN THE TOP OF A CONCRETE
 AM0424'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND AND IS STAMPED
 AM0424'WEST 2 1897 1912 1931 1933 U.S.E.
 AM0424'
 AM0424'REFERENCE MARK 1 IS 0.25 MI. NE OF THE STATION, AT A SHARP
 AM0424'CURVE IN THE ROAD, 0.45 MI. W OF MISSION CREEK BAPTIST CHURCH,
 AM0424'288 FT. SW OF A HOUSE, 190 FT. SE OF THE CENTERLINE OF A
 AM0424'ROAD LEADING E, 20.6 FT. NW OF A WIRE FENCE, 14.3 FT. NE
 AM0424'OF A WIRE FENCE, AND 1.4 FT. N OF A WITNESS POST.  IT IS
 AM0424'A STANDARD REFERENCE DISK, SET IN THE TOP OF A CONCRETE POST
 AM0424'WHICH PROJECTS 1.0 FT. ABOVE THE GROUND AND IS STAMPED WEST
 AM0424'2 NO 1 1897 1912 1931 1933 USE.
 AM0424'
 AM0424'REFERENCE MARK 2 WAS FOUND DESTROYED.  THE POST HAD BEEN
 AM0424'DUG UP.  THE DISK WAS RECOVERED.
 AM0424'
 AM0424'THERE WAS NO AZIMUTH FOR THIS STATION.  THE TWO MARKS WHICH
 AM0424'WERE FOUND ARE IN GOOD CONDITION.
 AM0424
 AM0424                          STATION RECOVERY (1953)
 AM0424
 AM0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JPW)
 AM0424'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 AM0424'MARK 1 WAS RECOVERED IN GOOD CONDITION.
 AM0424
 AM0424                          STATION RECOVERY (1954)
 AM0424
 AM0424'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 AM0424'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AM0424
 AM0424                          STATION RECOVERY (1954)
 AM0424
 AM0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0424'THE STATION WAS RECOVERED AS DESCRIBED BY F.L.G. IN 1931
 AM0424'AND THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND
 AM0424'IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 HAS
 AM0424'BEEN DESTROYED AND TWO ADDITIONAL REFERENCE MARKS WERE SET BY
 AM0424'THIS PARTY.
 AM0424'
 AM0424'A COMPLETE DESCRIPTION FOLLOWS--
 AM0424'
 AM0424'THE STATION IS LOCATED ON QUINTANA BEACH, ABOUT 3 MILES
 AM0424'SOUTHEAST OF FREEPORT, 1.0 MILE WEST OF THE MOUTH OF THE
 AM0424'OLD BRAZOS RIVER, AND 0.5 MILE SOUTHEAST OF THE INTRACOASTAL
 AM0424'WATERWAY.  THE OWNER OF THE PROPERTY COULD NOT BE FOUND.
 AM0424'
 AM0424'REACHED FROM THE CORNER OF 2ND STREET AND PINE STREET IN
 AM0424'FREEPORT BY GOING SOUTH ON PINE STREET FOR 0.75 MILE TO A
 AM0424'SIDE ROAD LEFT.  TURN LEFT, EAST, AND GO 2.3 MILES TO A
 AM0424'DRAW BRIDGE OVER THE INTRACOASTAL WATERWAY.  CONTINUE STRAIGHT
 AM0424'AHEAD, CROSSING DRAW BRIDGE, AND AND GO 0.55 MILE TO A SIDE
 AM0424'ROAD RIGHT AND REFERENCE MARK NO. 1 ON THE LEFT.  TURN RIGHT
 AM0424'AND GO 0.25 MILE TO THE STATION ON THE LEFT.
 AM0424'
 AM0424'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0424'IS 190 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A TRACK
 AM0424'ROAD AND 8 FEET EAST OF A WITNESS POST.  THE DISK IS STAMPED
 AM0424'WEST 2 USE 1897 1912 1931 1933, AND THE MARK PROJECTS 4
 AM0424'INCHES.
 AM0424'
 AM0424'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AM0424'MONUMENT, IS 35 FEET NORTHEAST OF THE APPROXIMATE CENTER
 AM0424'OF THE TRACK ROAD AND 1 FOOT NORTH OF A WITNESS POST.  THE
 AM0424'DISK STAMPED WEST 2 USE NO 1 1897 1912 1931 1933, AND THE
 AM0424'MARK PROJECTS 9 INCHES.
 AM0424
 AM0424                          STATION RECOVERY (1960)
 AM0424
 AM0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0424'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 AM0424'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 AM0424'THE RECOVERY NOTE BY I.T.S. IN 1954 IS GOOD.
 AM0424
 AM0424                          STATION RECOVERY (1962)
 AM0424
 AM0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SLH)
 AM0424'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AM0424
 AM0424                          STATION RECOVERY (1963)
 AM0424
 AM0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0424'THE STATION WAS RECOVERED.  THE STATION MARK, REFERENCE MARKS
 AM0424'NO. 1, 3, AND 4 WERE FOUND IN GOOD CONDITION.  THE MEASUREMENTS
 AM0424'TO REFERENCE MARKS 3 AND 4 WAS VERIFIED.  STAMPINGS ON ALL
 AM0424'MARKS ARE CORRECT AS DESCRIBED BY I.T.S. IN 1954.
 AM0424'
 AM0424'DUE TO CHANGES OF ROADS THE FOLLOWING NOTES ARE IN ORDER--
 AM0424'
 AM0424'THE STATION IS SITUATED IN FLAT MARSHLAND, APPROXIMATELY
 AM0424'300 FEET EAST-SOUTHEAST OF C.L. IRWINS BEACH RESIDENCE,
 AM0424'APPROXIMATELY 200 FEET SOUTHEAST OF THE NORTHEAST-SOUTHWEST
 AM0424'TAR ROAD, 9 FEET EAST AND 9 FEET WEST OF 4 BY 4 INCH WITNESS
 AM0424'POSTS, 6 FEET SOUTH OF 4 BY 6 INCH POST AND THE MARK PROJECTS
 AM0424'5 INCHES.
 AM0424'
 AM0424'REFERENCE MARK NO. 1 IS 66 YARDS SOUTHEAST OF T-ROAD INTERSECTION
 AM0424'AND 37 FEET NORTHEAST OF CENTERLINE OF A NORTHWEST-SOUTHEAST
 AM0424'SHELL ROAD.  THE MARK PROJECTS 1-FOOT ABOVE THE GROUND.
 AM0424'
 AM0424'TO REACH THE STATION FROM THE INTERSECTION OF 2ND AND PINE
 AM0424'STREETS IN FREEPORT, GO SOUTH-SOUTHWEST ON PINE STREET (FARM
 AM0424'ROAD 1495) FOR 0.85 MILE, KEEP LEFT ALONG TAR ROAD FOR 1.25
 AM0424'MILES TO BRIDGE AT THE INTRACOASTAL CANAL, CONTINUE SOUTHERLY
 AM0424'ON TAR ROAD 0.4 MILE TO T-INTERSECTION, TURN LEFT GOING
 AM0424'NORTHEAST ON TAR ROAD 2.1 MILES TO END OF SURFACED ROAD AT
 AM0424'T-INTERSECTION, TURN RIGHT GOING SOUTHEAST 0.05 MILE TO A
 AM0424'SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD 0.05 MILE TO DIM
 AM0424'TRACKS LEADING RIGHT AT REFERENCE MARK NO. 1 ON LEFT.
 AM0424'
 AM0424'TURN RIGHT GOING SOUTHWEST ALONG DIM TRACK ROAD 0.25 MILE
 AM0424'TO THE STATION AT LEFT AS DESCRIBED.
 AM0424
 AM0424                          STATION RECOVERY (1969)
 AM0424
 AM0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0424'STATION MARK, REFERENCE MARKS NO. 1, NO. 3 AND NO. 4 WERE
 AM0424'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DESCRIPTION
 AM0424'AS DESCRIBED IN THE RECOVERY NOTE BY I.T.S. IN 1954 AND
 AM0424'ROUTE PROCEEDING TO STATION AS DESCRIBED BY G.C. RANDALL
 AM0424'IN 1963 ARE ADEQUATE FOR RECOVERY.
 AM0424'
 AM0424'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 AM0424'SOUTHEAST OF FREEPORT
 AM0424
 AM0424                          STATION RECOVERY (2004)
 AM0424
 AM0424'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0071 ***********************************************************************
 AM0071  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0071  DESIGNATION -  WEST 2 USE RM 1
 AM0071  PID         -  AM0071
 AM0071  STATE/COUNTY-  TX/BRAZORIA
 AM0071  USGS QUAD   -  FREEPORT (1974)
 AM0071
 AM0071                         *CURRENT SURVEY CONTROL
 AM0071  ___________________________________________________________________
 AM0071* NAD 83(1986)-  28 55 58.     (N)    095 18 30.     (W)     SCALED    
 AM0071* NAVD 88     -         1.83   (+/-2cm)       6.0    (feet)  VERTCON   
 AM0071  ___________________________________________________________________
 AM0071  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AM0071
 AM0071  VERT ORDER  -  THIRD (See Below)
 AM0071
 AM0071.The horizontal coordinates were scaled from a topographic map and have
 AM0071.an estimated accuracy of +/- 6 seconds.
 AM0071
 AM0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0071.The vertical order pertains to the NGVD 29 superseded value.
 AM0071
 AM0071.This Tidal Bench Mark is designated as VM 7894
 AM0071.by the Center for Operational Oceanographic Products and Services.
 AM0071
 AM0071.The geoid height was determined by GEOID03.
 AM0071
 AM0071;                    North         East    Units  Estimated Accuracy
 AM0071;SPC TXSC     - 4,127,530.      959,840.      MT  (+/- 180 meters Scaled)
 AM0071
 AM0071                          SUPERSEDED SURVEY CONTROL
 AM0071
 AM0071  NGVD 29 (??/??/??)    1.85   (m)            6.1    (f) RESET       3  
 AM0071
 AM0071.Superseded values are not recommended for survey control.
 AM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0071.See file dsdata.txt to determine how the superseded data were derived.
 AM0071
 AM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN749027(NAD 83)
 AM0071_MARKER: DR = REFERENCE MARK DISK
 AM0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0071_STAMPING: WEST 2 NO 1 1897 1912 1931 1933 U.S.E.
 AM0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0071+STABILITY: SURFACE MOTION
 AM0071
 AM0071  HISTORY     - Date     Condition        Report By
 AM0071  HISTORY     - 1933     MONUMENTED       CGS
 AM0071  HISTORY     - 1959     GOOD             NGS
 AM0071  HISTORY     - 1971     GOOD             NGS
 AM0071  HISTORY     - 1978     GOOD             NGS
 AM0071  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0071
 AM0071                          STATION DESCRIPTION
 AM0071
 AM0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AM0071'3.5 MI SE FROM FREEPORT.
 AM0071'1 BLOCK EAST ALONG EAST 4TH STREET FROM THE POST OFFICE AT FREEPORT,
 AM0071'THENCE ABOUT 0.6 MILE SOUTH ALONG PINE STREET, THENCE ABOUT 2.3 MILES
 AM0071'EAST ALONG A SHELL ROAD TO A DRAW BRIDGE OVER THE INTRACOASTAL CANAL,
 AM0071'THENCE ABOUT 0.6 MILE SOUTHEAST ALONG A SHELL ROAD, 205 FEET SOUTHEAST
 AM0071'OF THE CENTER LINE OF A SHELL ROAD LEADING NORTHEAST, 288 FEET
 AM0071'SOUTHWEST OF A SMALL HOUSE, 189 FEET EAST-SOUTHEAST OF A BRACED POWER
 AM0071'POLE, 41 FEET NORTHEAST OF THE CENTER LINE OF A SHELL ROAD LEADING
 AM0071'SOUTHEAST, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 AM0071'OF A CONCRETE POST PROJECTING 1 FOOT.
 AM0071
 AM0071                          STATION RECOVERY (1971)
 AM0071
 AM0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AM0071'RECOVERED IN GOOD CONDITION.
 AM0071
 AM0071                          STATION RECOVERY (1978)
 AM0071
 AM0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0071'2.4 MILES SOUTH ALONG FARM ROAD 1495 FROM THE POST OFFICE IN FREEPORT,
 AM0071'THENCE 2.2 MILES NORTHEAST ALONG COUNTY ROAD 723 TO A (T) INTERSECTION
 AM0071'THENCE 0.15 MILE 0.15 MILE SOUTHEAST ALONG A PAVED AND SHELL ROAD,
 AM0071'NORTHEAST AND ACROSS THE ROAD FROM A SMALL BEACH HOUSE, 41 FT.
 AM0071'NORTHEAST OF THE CENTERLINE OF THE ROAD, 205 FT. SOUTHEAST OF THE
 AM0071'CENTERLINE OF A PAVED ROAD LEADING NORTHEAST.
 AM0071
 AM0071                          STATION RECOVERY (2005)
 AM0071
 AM0071'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0675 ***********************************************************************
 CE0675  DESIGNATION -  WEST 3
 CE0675  PID         -  CE0675
 CE0675  STATE/COUNTY-  TX/EL PASO
 CE0675  USGS QUAD   -  SMELTERTOWN (1994)
 CE0675
 CE0675                         *CURRENT SURVEY CONTROL
 CE0675  ___________________________________________________________________
 CE0675* NAD 83(1993)-  31 46 16.03542(N)    106 30 35.98511(W)     ADJUSTED  
 CE0675* NAVD 88     -      1185.9    (meters)    3891.     (feet)  VERTCON   
 CE0675  ___________________________________________________________________
 CE0675  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 CE0675  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0675
 CE0675  HORZ ORDER  -  SECOND
 CE0675
 CE0675.The horizontal coordinates were established by classical geodetic methods
 CE0675.and adjusted by the National Geodetic Survey in February 1996..
 CE0675
 CE0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0675
 CE0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0675
 CE0675.The geoid height was determined by GEOID03.
 CE0675
 CE0675;                    North         East     Units Scale Factor Converg.
 CE0675;SPC TX C     - 3,249,537.065   115,219.652   MT  0.99997178   -3 10 52.8
 CE0675;SPC TX C     -10,661,189.52    378,016.47   sFT  0.99997178   -3 10 52.8
 CE0675;UTM  13      - 3,516,058.848   357,012.225   MT  0.99985216   -0 47 42.7
 CE0675
 CE0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0675!SPC TX C     -   0.99981759  x   0.99997178  =   0.99978937
 CE0675!UTM  13      -   0.99981759  x   0.99985216  =   0.99966978
 CE0675
 CE0675:                Primary Azimuth Mark                     Grid Az
 CE0675:SPC TX C     -  CITY HALL                                133 06 49.9
 CE0675:UTM  13      -  CITY HALL                                130 43 39.8
 CE0675
 CE0675|---------------------------------------------------------------------|
 CE0675| PID    Reference Object                     Distance      Geod. Az  |
 CE0675|                                                           dddmmss.s |
 CE0675| CE0625 CITY HALL                           APPROX. 2.1 KM 1295557.1 |
 CE0675| CE0684 EL PASO CROSS ON MOUNTAIN           APPROX. 3.8 KM 2974619.9 |
 CE0675| CE0678 EL PASO A S AND R SOUTH STK         APPROX. 1.5 KM 3035229.5 |
 CE0675| CE0679 EL PASO A S AND R SMELTING STK      APPROX. 1.8 KM 3112145.1 |
 CE0675|---------------------------------------------------------------------|
 CE0675
 CE0675                          SUPERSEDED SURVEY CONTROL
 CE0675
 CE0675  NAD 83(1993)-  31 46 16.03528(N)    106 30 35.98410(W) AD(       ) 2
 CE0675  NAD 83(1986)-  31 46 16.03765(N)    106 30 35.98406(W) AD(       ) 2
 CE0675  NAD 27      -  31 46 15.64708(N)    106 30 34.02815(W) AD(       ) 2
 CE0675  NGVD 29 (07/19/86) 1185.4    (m)         3889.     (f) VERT ANG       
 CE0675
 CE0675.Superseded values are not recommended for survey control.
 CE0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0675.See file dsdata.txt to determine how the superseded data were derived.
 CE0675
 CE0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5701216059(NAD 83)
 CE0675_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0675+STABILITY: SURFACE MOTION
 CE0675
 CE0675  HISTORY     - Date     Condition        Report By
 CE0675  HISTORY     - 1981     MONUMENTED       TX2190
 CE0675  HISTORY     - 19951227 POOR             USPSQD
 CE0675
 CE0675                          STATION DESCRIPTION
 CE0675
 CE0675'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0675'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF
 CE0675'DOWNTOWN EL PASO.
 CE0675'OWNERSHIP--UNIVERSITY OF TEXAS AT EL PASO, W.R. OBENOUR,
 CE0675'ASSISTANT DIRECTOR, PHYSICAL PLANT DIRECTOR, EL PASO, TX
 CE0675'79968, TELEPHONE NUMBER 915-747-5516.
 CE0675'
 CE0675'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0675'HIGHWAY 10 AND SCHUSTER AVENUE (EXIT 18A), GO NORTHEAST
 CE0675'ON SCHUSTER AVENUE FOR 0.1 KM (0.05 MI) TO A TRAFFIC
 CE0675'LIGHT AT A CROSS ROAD (SUN BOWL DRIVE).  TURN LEFT AND
 CE0675'FOLLOW THE MAIN ROAD UPHILL FOR 0.6 KM (0.35 MI) TO
 CE0675'THE STATION ON THE LEFT, TO THE SOUTH OF A PARKING AREA.
 CE0675'
 CE0675'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0675'STAMPED---WEST 3 EPGS 1981---,
 CE0675'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0675'RECESSED 34 CM BELOW THE GROUND.  IT IS LOCATED
 CE0675'5.50 METERS (18.0 FT) SOUTHWEST FROM THE SOUTHWESTERN MOST OF TWO
 CE0675'POWER POLES AND IS ABOUT 3 FEET LOWER THAN THE HIGHEST POINT OF
 CE0675'THE KNOLL.
 CE0675'
 CE0675'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CE0675
 CE0675                          STATION RECOVERY (1995)
 CE0675
 CE0675'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0675'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0440 ***********************************************************************
 CE0440  DESIGNATION -  WEST 4
 CE0440  PID         -  CE0440
 CE0440  STATE/COUNTY-  TX/EL PASO
 CE0440  USGS QUAD   -  SMELTERTOWN (1994)
 CE0440
 CE0440                         *CURRENT SURVEY CONTROL
 CE0440  ___________________________________________________________________
 CE0440* NAD 83(1993)-  31 51 37.04074(N)    106 35 13.01054(W)     ADJUSTED  
 CE0440* NAVD 88     -      1143.893  (meters)    3752.92   (feet)  ADJUSTED  
 CE0440  ___________________________________________________________________
 CE0440  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 CE0440  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0440  DYNAMIC HT  -        1142.193 (meters)    3747.34  (feet)  COMP
 CE0440  MODELED GRAV-     979,114.3   (mgal)                       NAVD 88
 CE0440
 CE0440  HORZ ORDER  -  SECOND
 CE0440  VERT ORDER  -  FIRST     CLASS II
 CE0440
 CE0440.The horizontal coordinates were established by classical geodetic methods
 CE0440.and adjusted by the National Geodetic Survey in February 1996..
 CE0440
 CE0440.The orthometric height was determined by differential leveling
 CE0440.and adjusted by the National Geodetic Survey in November 1996..
 CE0440
 CE0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0440
 CE0440.The geoid height was determined by GEOID03.
 CE0440
 CE0440.The dynamic height is computed by dividing the NAVD 88
 CE0440.geopotential number by the normal gravity value computed on the
 CE0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0440.degrees latitude (g = 980.6199 gals.).
 CE0440
 CE0440.The modeled gravity was interpolated from observed gravity values.
 CE0440
 CE0440;                    North         East     Units Scale Factor Converg.
 CE0440;SPC TX C     - 3,259,815.599   108,497.365   MT  0.99999389   -3 13 15.5
 CE0440;SPC TX C     -10,694,911.68    355,961.77   sFT  0.99999389   -3 13 15.5
 CE0440;UTM  13      - 3,526,047.603   349,868.927   MT  0.99987798   -0 50 16.2
 CE0440
 CE0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0440!SPC TX C     -   0.99982418  x   0.99999389  =   0.99981807
 CE0440!UTM  13      -   0.99982418  x   0.99987798  =   0.99970218
 CE0440
 CE0440:                Primary Azimuth Mark                     Grid Az
 CE0440:SPC TX C     -  NW ELP 3                                 089 47 25.5
 CE0440:UTM  13      -  NW ELP 3                                 087 24 26.2
 CE0440
 CE0440|---------------------------------------------------------------------|
 CE0440| PID    Reference Object                     Distance      Geod. Az  |
 CE0440|                                                           dddmmss.s |
 CE0440| CE0688 NW ELP 3                            APPROX. 2.3 KM 0863410.0 |
 CE0440| CE0684 EL PASO CROSS ON MOUNTAIN           APPROX. 9.0 KM 1541945.4 |
 CE0440| CE0439 S 1383                               25.713 METERS 16810     |
 CE0440|---------------------------------------------------------------------|
 CE0440
 CE0440                          SUPERSEDED SURVEY CONTROL
 CE0440
 CE0440  NAD 83(1993)-  31 51 37.04116(N)    106 35 13.01024(W) AD(       ) 2
 CE0440  NAD 83(1986)-  31 51 37.04500(N)    106 35 13.01022(W) AD(       ) 2
 CE0440  NAD 27      -  31 51 36.67442(N)    106 35 11.05048(W) AD(       ) 2
 CE0440  NAVD 88 (06/15/91) 1143.885  (m)         3752.90   (f) UNKNOWN     1 2
 CE0440  NGVD 29 (07/19/86) 1143.1    (m)         3750.     (f) VERT ANG       
 CE0440
 CE0440.Superseded values are not recommended for survey control.
 CE0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0440.See file dsdata.txt to determine how the superseded data were derived.
 CE0440
 CE0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR4986926048(NAD 83)
 CE0440_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0440_SP_SET: CONCRETE POST
 CE0440_STAMPING: WEST 4 EPGS 1981
 CE0440_MARK LOGO: TX2190
 CE0440_PROJECTION: RECESSED 60 CENTIMETERS
 CE0440_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0440+STABILITY: SURFACE MOTION
 CE0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0440+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0440
 CE0440  HISTORY     - Date     Condition        Report By
 CE0440  HISTORY     - 1981     MONUMENTED       TX2190
 CE0440  HISTORY     - 1981     GOOD             NGS
 CE0440  HISTORY     - 19940418 GOOD             NGS
 CE0440  HISTORY     - 19951226 GOOD             USPSQD
 CE0440
 CE0440                          STATION DESCRIPTION
 CE0440
 CE0440'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0440'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) NORTHWEST FROM
 CE0440'DOWNTOWN EL PASO, 3.6 KM (2-1/4 MI) SOUTHEAST OF CANUTILLO
 CE0440'AND AT THE JUNCTION OF DONIPHAN ROAD AND REDD ROAD.
 CE0440'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0440'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0440'915-543-4200.
 CE0440'
 CE0440'TO REACH THE STATION FROM THE INTERSECTION OF MESA STREET AND
 CE0440'DONIPHAN ROAD, GO NORTHERLY ON DONIPHAN ROAD FOR 2.0 KM
 CE0440'(1.25 MI) TO THE INTERSECTION OF REDD ROAD AND THE STATION
 CE0440'ON THE RIGHT AS DESCRIBED.
 CE0440'
 CE0440'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0440'STAMPED---WEST 4 EPGS 1981---,
 CE0440'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0440'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 CE0440'17.6 METERS (57.8 FT) EAST-NORTHEAST FROM THE CENTER OF DONIPHAN
 CE0440'DRIVE,
 CE0440'17.1 METERS (56.0 FT) SOUTH-SOUTHEAST FROM FIRE HYDRANT NUMBER
 CE0440'4578, AND
 CE0440'6.7 METERS (22.0 FT) NORTH-NORTHWEST FROM THE CENTER OF A PAVED
 CE0440'STREET.
 CE0440'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0440'STAMPED---WEST 4 EPGS 1981---,
 CE0440'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 CE0440'
 CE0440'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0440'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 CE0440
 CE0440                          STATION RECOVERY (1981)
 CE0440
 CE0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0440'IN EL PASO.
 CE0440'THE MARK IS 0.6 M BELOW THE GROUND.
 CE0440'IN EL PASO, AT THE JUNCTION OF DONIPHAN DRIVE AND REDD ROAD, IN THE
 CE0440'MEDIAN OF REDD ROAD LEADING EAST, 17.6 METERS (57.8 FT)
 CE0440'EAST-NORTHEAST OF THE CENTERLINE OF THE DRIVE, 17.1 METERS (56.0 FT)
 CE0440'SOUTH-SOUTHEAST OF FIRE HYDRANT NUMBER 4578 AND 6.7 METERS (22.0 FT)
 CE0440'NORTH-NORTHWEST OF THE CENTER OF THE EAST BOUND LANE OF THE ROAD.
 CE0440'NOTE=ACCESS TO THE DISK IS THROUGH AN 8-INCH MANHOLE COVER PRECAST
 CE0440'EL PASO HORIZONTAL CONTROL.
 CE0440
 CE0440                          STATION RECOVERY (1994)
 CE0440
 CE0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0440'IN EL PASO, AT THE INTERSECTION OF DONIPHAN DRIVE AND REDD ROAD, 17.6
 CE0440'M (57.7 FT) EAST OF THE DRIVE CENTERLINE, 9.2 M (30.2 FT) SOUTH OF
 CE0440'THE CENTER OF THE WESTBOUND LANES OF THE ROAD, 6.5 M (21.3 FT) NORTH
 CE0440'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE ROAD, 2.9 M (9.5 FT)
 CE0440'EAST OF THE WEST END OF THE MEDIAN CURB OF THE ROAD, AND 0.9 M
 CE0440'(3.0 FT) EAST OF A SIGN POST.  NOTE--ACCESS TO THE MONUMENT IS
 CE0440'THROUGH A 10-FOOT MANHOLE COVER PRECAST CITY OF EL PASO HORIZONTAL
 CE0440'CONTROL.
 CE0440
 CE0440                          STATION RECOVERY (1995)
 CE0440
 CE0440'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0685 ***********************************************************************
 CE0685  DESIGNATION -  WEST 5
 CE0685  PID         -  CE0685
 CE0685  STATE/COUNTY-  TX/EL PASO
 CE0685  USGS QUAD   -  SMELTERTOWN (1994)
 CE0685
 CE0685                         *CURRENT SURVEY CONTROL
 CE0685  ___________________________________________________________________
 CE0685* NAD 83(1993)-  31 50 13.82573(N)    106 33 00.85049(W)     ADJUSTED  
 CE0685* NAVD 88     -      1214.4    (meters)    3984.     (feet)  VERTCON   
 CE0685  ___________________________________________________________________
 CE0685  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 CE0685  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CE0685
 CE0685  HORZ ORDER  -  SECOND
 CE0685
 CE0685.The horizontal coordinates were established by classical geodetic methods
 CE0685.and adjusted by the National Geodetic Survey in February 1996..
 CE0685
 CE0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0685
 CE0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0685
 CE0685.The geoid height was determined by GEOID03.
 CE0685
 CE0685;                    North         East     Units Scale Factor Converg.
 CE0685;SPC TX C     - 3,257,061.874   111,822.919   MT  0.99998793   -3 12 07.5
 CE0685;SPC TX C     -10,685,877.16    366,872.36   sFT  0.99998793   -3 12 07.5
 CE0685;UTM  13      - 3,523,434.884   353,305.723   MT  0.99986540   -0 49 04.5
 CE0685
 CE0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0685!SPC TX C     -   0.99981310  x   0.99998793  =   0.99980103
 CE0685!UTM  13      -   0.99981310  x   0.99986540  =   0.99967853
 CE0685
 CE0685:                Primary Azimuth Mark                     Grid Az
 CE0685:SPC TX C     -  EL PASO TV TOWER KCIK                    116 12 28.9
 CE0685:UTM  13      -  EL PASO TV TOWER KCIK                    113 49 25.9
 CE0685
 CE0685|---------------------------------------------------------------------|
 CE0685| PID    Reference Object                     Distance      Geod. Az  |
 CE0685|                                                           dddmmss.s |
 CE0685| CE0622 EL PASO TV TOWER KCIK               APPROX. 6.3 KM 1130021.4 |
 CE0685| CE0621 EL PASO TV TOWER KTSM               APPROX. 7.3 KM 1191409.9 |
 CE0685| CE0684 EL PASO CROSS ON MOUNTAIN           APPROX. 5.6 KM 1754220.2 |
 CE0685| CE0688 NW ELP 3                            APPROX. 2.9 KM 3371347.9 |
 CE0685|---------------------------------------------------------------------|
 CE0685
 CE0685                          SUPERSEDED SURVEY CONTROL
 CE0685
 CE0685  NAD 83(1993)-  31 50 13.82617(N)    106 33 00.85022(W) AD(       ) 2
 CE0685  NAD 83(1986)-  31 50 13.82981(N)    106 33 00.85025(W) AD(       ) 2
 CE0685  NAD 27      -  31 50 13.45408(N)    106 32 58.89633(W) AD(       ) 2
 CE0685  NGVD 29 (07/19/86) 1213.9    (m)         3983.     (f) VERT ANG       
 CE0685
 CE0685.Superseded values are not recommended for survey control.
 CE0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0685.See file dsdata.txt to determine how the superseded data were derived.
 CE0685
 CE0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5330623435(NAD 83)
 CE0685_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0685_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CE0685+WITH SETTING: PAVEMENT
 CE0685_STAMPING: WEST 5 EPGS 1981
 CE0685_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0685+STABILITY: SURFACE MOTION
 CE0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0685+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2002
 CE0685
 CE0685  HISTORY     - Date     Condition        Report By
 CE0685  HISTORY     - 1981     MONUMENTED       TX2190
 CE0685  HISTORY     - 19920430 MARK NOT FOUND   USGS
 CE0685  HISTORY     - 20020505 GOOD             INDIV
 CE0685
 CE0685                          STATION DESCRIPTION
 CE0685
 CE0685'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0685'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) NORTH-NORTHWEST
 CE0685'FROM THE CENTER OF EL PASO.
 CE0685'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0685'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0685'915-543-4200.
 CE0685'
 CE0685'THE STATION IS IN THE NORTHWEST ANGLE OF THE
 CE0685'INTERSECTION OF RESLER AND CHIFFON STREETS.
 CE0685'
 CE0685'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0685'STAMPED---WEST 5 EPGS 1981---,
 CE0685'SET INTO A DRILL HOLE IN A SIDEWALK.
 CE0685'IT IS LOCATED
 CE0685'3.779 METERS (12.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 CE0685'RESLER AND CHIFFON,
 CE0685'2.531 METERS (8.3 FT) NORTH FROM THE TRAFFIC LIGHT POLE, AND
 CE0685'1.951 METERS (6.4 FT) WEST FROM THE WEST EDGE OF SOUTH BOUND
 CE0685'RESLER.
 CE0685'
 CE0685'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 CE0685
 CE0685                          STATION RECOVERY (1992)
 CE0685
 CE0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (DR)
 CE0685'SEARCHED FOR, BUT NOT FOUND.  NO STREET BY THE NAME OF CHIFFON IN
 CE0685'AREA.
 CE0685
 CE0685                          STATION RECOVERY (2002)
 CE0685
 CE0685'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CWD)
 CE0685'THE MARK IS AT THE INTERSECTION OF RESLER AND CLOUDVIEW STREETS. NOTE
 CE0685'THAT SINCE THE LAST RECOVERY CHIFFON STREET NOW APPEARS TO BE
 CE0685'CLOUDVIEW. ALL OTHER DETAILS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0656 ***********************************************************************
 CE0656  DESIGNATION -  WEST 6
 CE0656  PID         -  CE0656
 CE0656  STATE/COUNTY-  TX/EL PASO
 CE0656  USGS QUAD   -  CANUTILLO (1995)
 CE0656
 CE0656                         *CURRENT SURVEY CONTROL
 CE0656  ___________________________________________________________________
 CE0656* NAD 83(1993)-  31 54 26.94223(N)    106 31 39.16118(W)     ADJUSTED  
 CE0656* NAVD 88     -      1401.8    (meters)    4599.     (feet)  VERTCON   
 CE0656  ___________________________________________________________________
 CE0656  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 CE0656  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CE0656
 CE0656  HORZ ORDER  -  SECOND
 CE0656
 CE0656.The horizontal coordinates were established by classical geodetic methods
 CE0656.and adjusted by the National Geodetic Survey in February 1996..
 CE0656.No horizontal observational check was made to the station.
 CE0656
 CE0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0656
 CE0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0656
 CE0656.The geoid height was determined by GEOID03.
 CE0656
 CE0656;                    North         East     Units Scale Factor Converg.
 CE0656;SPC TX C     - 3,264,726.318   114,401.415   MT  1.00000658   -3 11 25.4
 CE0656;SPC TX C     -10,711,022.93    375,331.98   sFT  1.00000658   -3 11 25.4
 CE0656;UTM  13      - 3,531,198.877   355,562.933   MT  0.99985729   -0 48 27.1
 CE0656
 CE0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0656!SPC TX C     -   0.99978368  x   1.00000658  =   0.99979026
 CE0656!UTM  13      -   0.99978368  x   0.99985729  =   0.99964100
 CE0656
 CE0656                          SUPERSEDED SURVEY CONTROL
 CE0656
 CE0656  NAD 83(1993)-  31 54 26.94246(N)    106 31 39.16090(W) AD(       ) 2
 CE0656  NAD 83(1986)-  31 54 26.94656(N)    106 31 39.16034(W) AD(       ) 2
 CE0656  NAD 27      -  31 54 26.57474(N)    106 31 37.20169(W) AD(       ) 2
 CE0656  NGVD 29 (07/19/86) 1401.2    (m)         4597.     (f) VERT ANG       
 CE0656
 CE0656.Superseded values are not recommended for survey control.
 CE0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0656.See file dsdata.txt to determine how the superseded data were derived.
 CE0656
 CE0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5556331199(NAD 83)
 CE0656_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0656+STABILITY: SURFACE MOTION
 CE0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0656+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 CE0656
 CE0656  HISTORY     - Date     Condition        Report By
 CE0656  HISTORY     - 1981     MONUMENTED       TX2190
 CE0656  HISTORY     - 20050718 GOOD             INDIV
 CE0656
 CE0656                          STATION DESCRIPTION
 CE0656
 CE0656'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0656'THE STATION IS LOCATED ABOUT 16.9 KM (10-1/2 MI) NORTHWEST
 CE0656'FROM THE CENTER OF EL PASO.
 CE0656'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND PUBLIC
 CE0656'TRANSP, 212 NORTH CLARK, EL PASO, TX 79905,
 CE0656'TELEPHONE NUMBER 915-778-4254.
 CE0656'
 CE0656'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0656'HIGHWAY 10 AND TRANS MOUNTAIN ROAD, GO EAST ON TRANS
 CE0656'MOUNTAIN ROAD FOR 5.3 KM (3.3 MI) TO THE STATION ON RIGHT.
 CE0656'
 CE0656'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0656'STAMPED---WEST 6 EPGS 1981---,
 CE0656'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN DIAMETER
 CE0656'RECESSED 24 CM BELOW THE GROUND.  IT IS LOCATED
 CE0656'11.614 METERS (38.1 FT) SOUTH FROM THE CENTER OF TRANS MOUNTAIN
 CE0656'ROAD.
 CE0656'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0656'STAMPED---WEST 6 EPGS 1981---,
 CE0656'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0656'
 CE0656'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0656'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 CE0656
 CE0656                          STATION RECOVERY (2005)
 CE0656
 CE0656'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LS)
 CE0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0672 ***********************************************************************
 CE0672  DESIGNATION -  WEST 7
 CE0672  PID         -  CE0672
 CE0672  STATE/COUNTY-  TX/EL PASO
 CE0672  USGS QUAD   -  SMELTERTOWN (1994)
 CE0672
 CE0672                         *CURRENT SURVEY CONTROL
 CE0672  ___________________________________________________________________
 CE0672* NAD 83(1993)-  31 47 14.82223(N)    106 30 23.08768(W)     ADJUSTED  
 CE0672* NAVD 88     -      1206.3    (meters)    3958.     (feet)  VERTCON   
 CE0672  ___________________________________________________________________
 CE0672  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CE0672  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0672
 CE0672  HORZ ORDER  -  SECOND
 CE0672
 CE0672.The horizontal coordinates were established by classical geodetic methods
 CE0672.and adjusted by the National Geodetic Survey in February 1996..
 CE0672
 CE0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0672
 CE0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0672
 CE0672.The geoid height was determined by GEOID03.
 CE0672
 CE0672;                    North         East     Units Scale Factor Converg.
 CE0672;SPC TX C     - 3,251,326.085   115,658.916   MT  0.99997565   -3 10 46.2
 CE0672;SPC TX C     -10,667,059.00    379,457.63   sFT  0.99997565   -3 10 46.2
 CE0672;UTM  13      - 3,517,864.383   357,376.585   MT  0.99985088   -0 47 37.2
 CE0672
 CE0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0672!SPC TX C     -   0.99981438  x   0.99997565  =   0.99979004
 CE0672!UTM  13      -   0.99981438  x   0.99985088  =   0.99966529
 CE0672
 CE0672:                Primary Azimuth Mark                     Grid Az
 CE0672:SPC TX C     -  EL PASO TV TOWER KCIK                    031 18 27.3
 CE0672:UTM  13      -  EL PASO TV TOWER KCIK                    028 55 18.3
 CE0672
 CE0672|---------------------------------------------------------------------|
 CE0672| PID    Reference Object                     Distance      Geod. Az  |
 CE0672|                                                           dddmmss.s |
 CE0672| CE0622 EL PASO TV TOWER KCIK               APPROX. 3.5 KM 0280741.1 |
 CE0672| CE0627 BEACON 2                            APPROX. 2.9 KM 0481321.7 |
 CE0672| CE0618 EL PASO TV TOWER KVIA               APPROX. 2.5 KM 0893203.4 |
 CE0672| CE0684 EL PASO CROSS ON MOUNTAIN           APPROX. 3.7 KM 2693919.8 |
 CE0672|---------------------------------------------------------------------|
 CE0672
 CE0672                          SUPERSEDED SURVEY CONTROL
 CE0672
 CE0672  NAD 83(1993)-  31 47 14.82272(N)    106 30 23.08676(W) AD(       ) 2
 CE0672  NAD 83(1986)-  31 47 14.82536(N)    106 30 23.08665(W) AD(       ) 2
 CE0672  NAD 27      -  31 47 14.43711(N)    106 30 21.13010(W) AD(       ) 2
 CE0672  NGVD 29 (07/19/86) 1205.8    (m)         3956.     (f) VERT ANG       
 CE0672
 CE0672.Superseded values are not recommended for survey control.
 CE0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0672.See file dsdata.txt to determine how the superseded data were derived.
 CE0672
 CE0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5737717864(NAD 83)
 CE0672_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0672+STABILITY: SURFACE MOTION
 CE0672
 CE0672  HISTORY     - Date     Condition        Report By
 CE0672  HISTORY     - 1981     MONUMENTED       TX2190
 CE0672
 CE0672                          STATION DESCRIPTION
 CE0672
 CE0672'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0672'THE STATION IS LOCATED ABOUT 4.0 KM (2-1/2 MI) NORTHWEST OF
 CE0672'DOWNTON EL PASO ON MESA STREET AND 2.3 KM (1-1/4 MI)
 CE0672'NORTHEAST OF THE RIO GRANDE.
 CE0672'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0672'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0672'915-543-4200.
 CE0672'
 CE0672'TO REACH THE STATION FROM THE INTERSECTION OF SUN BOWL DRIVE
 CE0672'AND MESA STREET, GO NORTH-NORTHWEST FOR 0.1 KM (0.15 MI) TO
 CE0672'A PARKING LOT ON THE RIGHT AT PENRODS WINE, CHEESE, AND
 CE0672'GOURMET FOODS.  PARK ON SOUTH SIDE AND WALK UNDER TWO
 CE0672'BILLBOARDS AND SOUTH UP THE HILL ADJACENT TO MESA ROAD.
 CE0672'THE STATION LOCATED ON TOP OF THE HILL.
 CE0672'
 CE0672'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0672'STAMPED---1981 EPGS WEST 7---,
 CE0672'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0672'PROJECTING 25 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0672'8.50 METERS (27.9 FT) EAST FROM THE CUT IN HILL FOR MESA ROAD,
 CE0672'7.45 METERS (24.44 FT) NORTH-NORTHEAST FROM THE WEST END OF A
 CE0672'BILLBOARD, AND
 CE0672'2.60 METERS (8.53 FT) WEST FROM THE EAST EDGE OF THE ROCK OUT
 CE0672'CORP ON TOP OF HILL.
 CE0672'
 CE0672'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0657 ***********************************************************************
 CE0657  DESIGNATION -  WEST 8
 CE0657  PID         -  CE0657
 CE0657  STATE/COUNTY-  TX/EL PASO
 CE0657  USGS QUAD   -  CANUTILLO (1995)
 CE0657
 CE0657                         *CURRENT SURVEY CONTROL
 CE0657  ___________________________________________________________________
 CE0657* NAD 83(1993)-  31 57 27.56487(N)    106 34 55.61726(W)     ADJUSTED  
 CE0657* NAVD 88     -      1202.5    (meters)    3945.     (feet)  VERTCON   
 CE0657  ___________________________________________________________________
 CE0657  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 CE0657  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CE0657
 CE0657  HORZ ORDER  -  SECOND
 CE0657
 CE0657.The horizontal coordinates were established by classical geodetic methods
 CE0657.and adjusted by the National Geodetic Survey in February 1996..
 CE0657
 CE0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0657
 CE0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0657
 CE0657.The geoid height was determined by GEOID03.
 CE0657
 CE0657;                    North         East     Units Scale Factor Converg.
 CE0657;SPC TX C     - 3,270,569.617   109,560.040   MT  1.00002081   -3 13 06.6
 CE0657;SPC TX C     -10,730,193.82    359,448.23   sFT  1.00002081   -3 13 06.6
 CE0657;UTM  13      - 3,536,835.090   350,483.641   MT  0.99987570   -0 50 15.2
 CE0657
 CE0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0657!SPC TX C     -   0.99981497  x   1.00002081  =   0.99983577
 CE0657!UTM  13      -   0.99981497  x   0.99987570  =   0.99969069
 CE0657
 CE0657:                Primary Azimuth Mark                     Grid Az
 CE0657:SPC TX C     -  EL PASO TV TOWER KCIK                    154 07 05.1
 CE0657:UTM  13      -  EL PASO TV TOWER KCIK                    151 44 13.7
 CE0657
 CE0657|---------------------------------------------------------------------|
 CE0657| PID    Reference Object                     Distance      Geod. Az  |
 CE0657|                                                           dddmmss.s |
 CE0657| CE0622 EL PASO TV TOWER KCIK               APPROX.18.1 KM 1505358.5 |
 CE0657| CE0684 EL PASO CROSS ON MOUNTAIN           APPROX.19.2 KM 1694147.8 |
 CE0657| CE0444 CHINO                               APPROX. 3.8 KM 1795737.3 |
 CE0657|---------------------------------------------------------------------|
 CE0657
 CE0657                          SUPERSEDED SURVEY CONTROL
 CE0657
 CE0657  NAD 83(1993)-  31 57 27.56499(N)    106 34 55.61701(W) AD(       ) 2
 CE0657  NAD 83(1986)-  31 57 27.56960(N)    106 34 55.61604(W) AD(       ) 2
 CE0657  NAD 27      -  31 57 27.20570(N)    106 34 53.64890(W) AD(       ) 2
 CE0657  NGVD 29 (07/19/86) 1202.0    (m)         3944.     (f) VERT ANG       
 CE0657
 CE0657.Superseded values are not recommended for survey control.
 CE0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0657.See file dsdata.txt to determine how the superseded data were derived.
 CE0657
 CE0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5048436835(NAD 83)
 CE0657_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0657+STABILITY: SURFACE MOTION
 CE0657
 CE0657  HISTORY     - Date     Condition        Report By
 CE0657  HISTORY     - 1981     MONUMENTED       NGS
 CE0657
 CE0657                          STATION DESCRIPTION
 CE0657
 CE0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0657'THE STATION IS LOCATED NEAR THE OVERPASS AT THE JUNCTION OF
 CE0657'VINTON ROAD AND INTERSTATE HIGHWAY 10, EXIT 2, ABOUT
 CE0657'25.8 KM (16 MI) NORTHWEST OF EL PASO.
 CE0657'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND PUBLIC
 CE0657'TRANSP, 212 NORTH CLARK, EL PASO, TX 79905, TELEPHONE
 CE0657'NUMBER 915-778-4245.
 CE0657'
 CE0657'TO REACH THE STATION FROM THE CENTER OF EL PASO, GO NORTHWEST
 CE0657'ON INTERSTATE HIGHWAY 10 FOR 25.8 KM (16 MI) TO EXIT NUMBER
 CE0657'2, AND THE STATION AT THE NORTHEAST END OF AN OVERPASS.
 CE0657'
 CE0657'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0657'STAMPED---EPGS WEST 8 1981---,
 CE0657'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0657'RECESSED 24 CM BELOW THE GROUND.  IT IS LOCATED
 CE0657'6.2 METERS (20.3 FT) SOUTHEAST FROM THE CENTERLINE OF VINTON ROAD,
 CE0657'1.4 METERS (4.5 FT) SOUTHEAST FROM A METAL GUARDRAIL, AND
 CE0657'25 METERS (82.0 FT) NORTHEAST FROM NORTHEAST CORNER OF OVERPASS.
 CE0657'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0657'STAMPED---EPGS WEST 8 1981---,
 CE0657'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0657'
 CE0657'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0677 ***********************************************************************
 CE0677  DESIGNATION -  WEST 9
 CE0677  PID         -  CE0677
 CE0677  STATE/COUNTY-  TX/EL PASO
 CE0677  USGS QUAD   -  SMELTERTOWN (1994)
 CE0677
 CE0677                         *CURRENT SURVEY CONTROL
 CE0677  ___________________________________________________________________
 CE0677* NAD 83(1993)-  31 47 35.85744(N)    106 31 09.60285(W)     ADJUSTED  
 CE0677* NAVD 88     -      1174.6    (meters)    3854.     (feet)  VERTCON   
 CE0677  ___________________________________________________________________
 CE0677  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CE0677  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0677
 CE0677  HORZ ORDER  -  SECOND
 CE0677
 CE0677.The horizontal coordinates were established by classical geodetic methods
 CE0677.and adjusted by the National Geodetic Survey in February 1996..
 CE0677
 CE0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0677
 CE0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0677
 CE0677.The geoid height was determined by GEOID03.
 CE0677
 CE0677;                    North         East     Units Scale Factor Converg.
 CE0677;SPC TX C     - 3,252,040.914   114,473.101   MT  0.99997705   -3 11 10.2
 CE0677;SPC TX C     -10,669,404.23    375,567.17   sFT  0.99997705   -3 11 10.2
 CE0677;UTM  13      - 3,518,529.150   356,162.191   MT  0.99985517   -0 48 02.2
 CE0677
 CE0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0677!SPC TX C     -   0.99981936  x   0.99997705  =   0.99979641
 CE0677!UTM  13      -   0.99981936  x   0.99985517  =   0.99967455
 CE0677
 CE0677:                Primary Azimuth Mark                     Grid Az
 CE0677:SPC TX C     -  EL PASO TV TOWER KCIK                    053 03 14.0
 CE0677:UTM  13      -  EL PASO TV TOWER KCIK                    050 40 06.0
 CE0677
 CE0677|---------------------------------------------------------------------|
 CE0677| PID    Reference Object                     Distance      Geod. Az  |
 CE0677|                                                           dddmmss.s |
 CE0677| CE0622 EL PASO TV TOWER KCIK               APPROX. 3.7 KM 0495203.8 |
 CE0677| CE0621 EL PASO TV TOWER KTSM               APPROX. 3.7 KM 0690204.8 |
 CE0677| CE0670 BOUNDARY MON 2 ECC                  APPROX. 2.0 KM 2380958.0 |
 CE0677| CE0684 EL PASO CROSS ON MOUNTAIN           APPROX. 2.6 KM 2550240.4 |
 CE0677|---------------------------------------------------------------------|
 CE0677
 CE0677                          SUPERSEDED SURVEY CONTROL
 CE0677
 CE0677  NAD 83(1993)-  31 47 35.85752(N)    106 31 09.60291(W) AD(       ) 2
 CE0677  NAD 83(1986)-  31 47 35.86011(N)    106 31 09.60286(W) AD(       ) 2
 CE0677  NAD 27      -  31 47 35.47250(N)    106 31 07.64665(W) AD(       ) 2
 CE0677  NGVD 29 (07/19/86) 1174.1    (m)         3852.     (f) VERT ANG       
 CE0677
 CE0677.Superseded values are not recommended for survey control.
 CE0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0677.See file dsdata.txt to determine how the superseded data were derived.
 CE0677
 CE0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5616218529(NAD 83)
 CE0677_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0677+STABILITY: SURFACE MOTION
 CE0677
 CE0677  HISTORY     - Date     Condition        Report By
 CE0677  HISTORY     - 1981     MONUMENTED       TX2190
 CE0677
 CE0677                          STATION DESCRIPTION
 CE0677
 CE0677'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0677'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) NORTH-NORTHWEST
 CE0677'FROM THE CENTER OF EL PASO.
 CE0677'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND
 CE0677'PUBLIC TRANSP, MR. LYLE D. SCARBROUGH, DESIGN
 CE0677'ENGINEER, 212 NORTH CLARK, EL PASO, TX 79915,
 CE0677'TELEPHONE NUMBER 915-778-4254.
 CE0677'
 CE0677'THE STATION IS AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND
 CE0677'EXECUTIVE CENTER BOULEVARD.
 CE0677'
 CE0677'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0677'STAMPED---WEST 9 EPGS---,
 CE0677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0677'RECESSED 24 CM BELOW THE GROUND.  IT IS LOCATED
 CE0677'7.925 METERS (26.0 FT) EAST FROM THE SOUTHEAST CORNER OF BRIDGE
 CE0677'OVERPASS AND
 CE0677'4.512 METERS (14.8 FT) SOUTH FROM THE EDGE OF THE EAST BOUND
 CE0677'EXECUTIVE CENTER BOULEVARD.
 CE0677'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0677'STAMPED---WEST 9 EPGS---,
 CE0677'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0677'
 CE0677'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0677'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5993 ***********************************************************************
 AW5993  DESIGNATION -  WEST BAY 3
 AW5993  PID         -  AW5993
 AW5993  STATE/COUNTY-  TX/GALVESTON
 AW5993  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5993
 AW5993                         *CURRENT SURVEY CONTROL
 AW5993  ___________________________________________________________________
 AW5993* NAD 83(1993)-  29 15 04.42102(N)    094 55 32.67901(W)     ADJUSTED  
 AW5993* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5993  ___________________________________________________________________
 AW5993  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW5993  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW5993
 AW5993  HORZ ORDER  -  SECOND
 AW5993
 AW5993.The horizontal coordinates were established by classical geodetic methods
 AW5993.and adjusted by the National Geodetic Survey in February 1996..
 AW5993
 AW5993.The orthometric height was scaled from a topographic map.
 AW5993
 AW5993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5993
 AW5993.The geoid height was determined by GEOID03.
 AW5993
 AW5993;                    North         East     Units Scale Factor Converg.
 AW5993;SPC TXSC     - 4,164,036.847   995,893.457   MT  0.99986430   +1 59 45.7
 AW5993;SPC TXSC     -13,661,510.89  3,267,360.45   sFT  0.99986430   +1 59 45.7
 AW5993;UTM  15      - 3,237,357.089   312,869.452   MT  1.00003212   -0 56 28.6
 AW5993
 AW5993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5993!SPC TXSC     -   1.00000403  x   0.99986430  =   0.99986832
 AW5993!UTM  15      -   1.00000403  x   1.00003212  =   1.00003615
 AW5993
 AW5993:                Primary Azimuth Mark                     Grid Az
 AW5993:SPC TXSC     -  WEST BAY BEACON 11                       011 11 31.1
 AW5993:UTM  15      -  WEST BAY BEACON 11                       014 07 45.4
 AW5993
 AW5993|---------------------------------------------------------------------|
 AW5993| PID    Reference Object                     Distance      Geod. Az  |
 AW5993|                                                           dddmmss.s |
 AW5993| AW6000 WEST BAY BEACON 11                  APPROX. 2.7 KM 0131116.8 |
 AW5993| AW5997 WEST BAY BEACON 5                   APPROX. 4.6 KM 0324631.1 |
 AW5993| AW5877 GALVEZ                              APPROX. 9.2 KM 0562003.3 |
 AW5993| CV9522 WEST BAY 3 RM 2                     112.300 METERS 25801     |
 AW5993| AW5992 WEST BAY BEACON 15                  APPROX. 1.6 KM 3223233.4 |
 AW5993| CV9521 WEST BAY 3 RM 1                     142.050 METERS 35115     |
 AW5993| AW6001 WEST BAY BEACON 13                  APPROX. 2.0 KM 3560544.3 |
 AW5993|---------------------------------------------------------------------|
 AW5993
 AW5993                          SUPERSEDED SURVEY CONTROL
 AW5993
 AW5993  NAD 83(1986)-  29 15 04.43506(N)    094 55 32.65979(W) AD(       ) 2
 AW5993  NAD 27      -  29 15 03.57823(N)    094 55 31.94082(W) AD(       ) 2
 AW5993
 AW5993.Superseded values are not recommended for survey control.
 AW5993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5993.See file dsdata.txt to determine how the superseded data were derived.
 AW5993
 AW5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1286937357(NAD 83)
 AW5993_MARKER: DS = TRIANGULATION STATION DISK
 AW5993_SETTING: 0 = UNSPECIFIED SETTING
 AW5993
 AW5993  HISTORY     - Date     Condition        Report By
 AW5993  HISTORY     - 1933     MONUMENTED       USE
 AW5993  HISTORY     - 1942     GOOD             CGS
 AW5993  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW5993  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5993  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW5993
 AW5993                          STATION DESCRIPTION
 AW5993
 AW5993'DESCRIBED BY US ENGINEERS 1933 (EOH)
 AW5993'STATION IS LOCATED ABOUT 9 MILES SW OF GALVESTON, ON A SMALL
 AW5993'PENINSULA WHICH IS ABOUT 3.5 MILES SW ALONG THE WEST BAY
 AW5993'SHORE FROM THE MOUTH OF OFFATTS BAYOU.  IT IS 260 METERS
 AW5993'NE FROM THE POINT ON THE SMALL PENINSULA, 130 METERS FROM
 AW5993'THE WEST BAY SHORE, AND 40 METERS SE OF A NE-SW PUBLIC ROAD.
 AW5993'THE GROUND ON WHICH THE MARK IS SET IS COVERED WITH LOW
 AW5993'MARSH VEGETATION AND IS GENERALLY BOGGY.  FROM THIS STATION
 AW5993'THE BEARING TO THE GALVESTON CAUSEWAY DRAWBRIDGE IS
 AW5993'S 37 DEG W THE BEARING AND DISTANCE TO BEACON 15 (NEAREST DAY
 AW5993'BEACON) IS S 38 DEG E AND ABOUT 1.0 MILE.
 AW5993'
 AW5993'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN CONCRETE.
 AW5993'
 AW5993'THE OLD REFERENCE MARK WAS NOT RECOVERED.
 AW5993
 AW5993                          STATION RECOVERY (1942)
 AW5993
 AW5993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCA)
 AW5993'STATION WAS RECOVERED AND BOTH REFERENCE MARKS WERE FOUND
 AW5993'IN GOOD CONDITION.  THE STATION MARK WAS FOUND UNDER 6 INCHES
 AW5993'OF WATER AND WAS IN GOOD CONDITION EXCEPT FOR A SMALL AMOUNT
 AW5993'OF CORROSION FROM THE SALT WATER.  THIS STATION WAS NOT USED OR
 AW5993'OCCUPIED.
 AW5993'
 AW5993'STATION IS LOCATED ABOUT 1/2 MILE SW OF THE MOST W COTTAGE
 AW5993'AT THE ANDERSON WAYS.  (THE ROAD IS NOW UNDER WATER AND IS
 AW5993'IMPASSABLE FROM ANDERSON WAYS TO THE STATION.) THE GROUND
 AW5993'ON WHICH THE MARK IS SET IS LOW AND UNDER ABOUT 6 INCHES
 AW5993'TO 1 FOOT OF WATER AT LOW TIDE.  THE REFERENCE MARKS WERE BOTH
 AW5993'ABOVE WATER, BEING LOCATED ON SANDY GROUND.
 AW5993'
 AW5993'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE
 AW5993'REFERENCE DISK SET IN THE TOP OF AN IRON PIPE WHICH PROJECTS
 AW5993'ABOUT 6 INCHES ABOVE GROUND AND IS ABOUT 6 INCHES UNDER
 AW5993'WATER.  REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN
 AW5993'CONCRETE POSTS AND BOTH PROJECT ABOUT 6 INCHES ABOVE GROUND.
 AW5993'
 AW5993'THERE IS NO UNDERGROUND STATION MARK.
 AW5993
 AW5993                          STATION RECOVERY (1947)
 AW5993
 AW5993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5993'LOST.  SEVERAL STAKES WERE FOUND WHERE THE STATION SHOULD
 AW5993'BE BUT THE STATION COULD NOT BE FOUND.  R.M. 2 WAS RECOVERED
 AW5993'AS DESCRIBED.  R.M. 1 NOW PROJECTS ABOUT 18 INCHES ABOVE
 AW5993'THE GROUND AND IS AT THE HIGH-WATER LINE ON THE N SIDE OF
 AW5993'THE PENINSULA.
 AW5993
 AW5993                          STATION RECOVERY (1960)
 AW5993
 AW5993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5993'LOST.  SEVERAL STAKES WERE FOUND IN THE VICINITY OF THE
 AW5993'STATION BUT THE PIPE AND DISK COULD NOT BE FOUND.  R.M. 1 WAS
 AW5993'FOUND WASHED OUT ALONG THE NORTH SHORELINE.  R.M. 2 COULD
 AW5993'NOT BE FOUND.  THE MARSH WAS COVERED BY 1.5 FEET OF WATER
 AW5993'AT THE TIME THE SEARCH WAS MADE.
 AW5993
 AW5993                          STATION RECOVERY (1995)
 AW5993
 AW5993'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5992 ***********************************************************************
 AW5992  DESIGNATION -  WEST BAY BEACON 15
 AW5992  PID         -  AW5992
 AW5992  STATE/COUNTY-  TX/GALVESTON
 AW5992  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5992
 AW5992                         *CURRENT SURVEY CONTROL
 AW5992  ___________________________________________________________________
 AW5992* NAD 83(1993)-  29 15 46.79684(N)    094 56 09.70559(W)     ADJUSTED  
 AW5992* NAVD 88     -                                                        
 AW5992  ___________________________________________________________________
 AW5992  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW5992  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW5992
 AW5992  HORZ ORDER  -  THIRD
 AW5992
 AW5992.The horizontal coordinates were established by classical geodetic methods
 AW5992.and adjusted by the National Geodetic Survey in February 1996..
 AW5992
 AW5992
 AW5992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5992
 AW5992.The geoid height was determined by GEOID03.
 AW5992
 AW5992;                    North         East     Units Scale Factor Converg.
 AW5992;SPC TXSC     - 4,165,305.814   994,849.133   MT  0.99986403   +1 59 27.6
 AW5992;SPC TXSC     -13,665,674.16  3,263,934.20   sFT  0.99986403   +1 59 27.6
 AW5992;UTM  15      - 3,238,678.131   311,891.363   MT  1.00003665   -0 56 47.9
 AW5992
 AW5992                          SUPERSEDED SURVEY CONTROL
 AW5992
 AW5992  NAD 83(1986)-  29 15 46.81086(N)    094 56 09.68649(W) AD(       ) 4
 AW5992  NAD 27      -  29 15 45.95664(N)    094 56 08.96522(W) AD(       ) 3
 AW5992
 AW5992.Superseded values are not recommended for survey control.
 AW5992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5992.See file dsdata.txt to determine how the superseded data were derived.
 AW5992
 AW5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1189138678(NAD 83)
 AW5992_MARKER: 16 = DAYBEACON
 AW5992
 AW5992  HISTORY     - Date     Condition        Report By
 AW5992  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5992  HISTORY     - 1947     GOOD             CGS
 AW5992  HISTORY     - 1960     GOOD             CGS
 AW5992
 AW5992                          STATION DESCRIPTION
 AW5992
 AW5992'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5992'LOST.  THE PRESENT BEACON 15 IS A SINGLE PILE WITH SLATS ON THE
 AW5992'TOP.  IT IS DEFINITELY OF RECENT DATE AND IS APPROXIMATELY 50
 AW5992'METERS NE OF AN 8-INCH IRON PIPE THAT MAY HAVE BEEN THE BASE OF
 AW5992'THE BEACON THAT WAS THE STATION.
 AW5992
 AW5992                          STATION RECOVERY (1960)
 AW5992
 AW5992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5992'STATION PROBABLY RECOVERED IN FAIR CONDITION.  THERE IS A
 AW5992'SINGLE PILE IN THE APPROXIMATE LOCATION AND IT MAY HAVE
 AW5992'SUPPORTED THE DAYBEACON.  THE PILE IS LOCATED ABOUT 1.5 MILES
 AW5992'SOUTHWEST OF SOUTH DEER ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5990 ***********************************************************************
 AW5990  DESIGNATION -  WEST BAY BEACON 19
 AW5990  PID         -  AW5990
 AW5990  STATE/COUNTY-  TX/GALVESTON
 AW5990  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5990
 AW5990                         *CURRENT SURVEY CONTROL
 AW5990  ___________________________________________________________________
 AW5990* NAD 83(1993)-  29 15 10.93268(N)    094 56 59.46913(W)     ADJUSTED  
 AW5990* NAVD 88     -                                                        
 AW5990  ___________________________________________________________________
 AW5990  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AW5990  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW5990
 AW5990  HORZ ORDER  -  THIRD
 AW5990
 AW5990.The horizontal coordinates were established by classical geodetic methods
 AW5990.and adjusted by the National Geodetic Survey in February 1996..
 AW5990
 AW5990
 AW5990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5990
 AW5990.The geoid height was determined by GEOID03.
 AW5990
 AW5990;                    North         East     Units Scale Factor Converg.
 AW5990;SPC TXSC     - 4,164,155.818   993,544.857   MT  0.99986426   +1 59 03.2
 AW5990;SPC TXSC     -13,661,901.21  3,259,655.09   sFT  0.99986426   +1 59 03.2
 AW5990;UTM  15      - 3,237,596.295   310,529.629   MT  1.00004299   -0 57 11.2
 AW5990
 AW5990                          SUPERSEDED SURVEY CONTROL
 AW5990
 AW5990  NAD 83(1986)-  29 15 10.94655(N)    094 56 59.44989(W) AD(       ) 4
 AW5990  NAD 27      -  29 15 10.09121(N)    094 56 58.72801(W) AD(       ) 3
 AW5990
 AW5990.Superseded values are not recommended for survey control.
 AW5990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5990.See file dsdata.txt to determine how the superseded data were derived.
 AW5990
 AW5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1053037596(NAD 83)
 AW5990_MARKER: 16 = DAYBEACON
 AW5990
 AW5990  HISTORY     - Date     Condition        Report By
 AW5990  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5990  HISTORY     - 1947     GOOD             CGS
 AW5990  HISTORY     - 1960     GOOD             CGS
 AW5990
 AW5990                          STATION DESCRIPTION
 AW5990
 AW5990'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5990'RECOVERED.  THESE STATIONS ARE LOCATED ON THE S SIDE OF THE
 AW5990'OLD INTRACOASTAL CANAL THROUGH THE CENTER OF WEST BAY AND ARE
 AW5990'6- BY 6-INCH TIMBERS WITH SLATS ON TOP, SET IN TOPS OF 8-INCH
 AW5990'IRON PIPES.  THE TOPS OF THE BEACONS ARE 15 FEET ABOVE THE WATER.
 AW5990
 AW5990                          STATION RECOVERY (1960)
 AW5990
 AW5990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5990'STATION PROBABLY RECOVERED IN FAIR CONDITION.  THERE IS A SINGLE
 AW5990'PILE IN THE APPROXIMATE LOCATION, WHICH MAY HAVE SUPPORTED THE
 AW5990'DAYBEACON.  THE PILE IS LOCATED IN WEST BAY ABOUT 1.0 MILE
 AW5990'NORTHWEST OF MELAGER COVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5797 ***********************************************************************
 AW5797  DESIGNATION -  WEST BAY BEACON 21
 AW5797  PID         -  AW5797
 AW5797  STATE/COUNTY-  TX/GALVESTON
 AW5797  USGS QUAD   -  LAKE COMO (1994)
 AW5797
 AW5797                         *CURRENT SURVEY CONTROL
 AW5797  ___________________________________________________________________
 AW5797* NAD 83(1993)-  29 14 51.59071(N)    094 57 26.30580(W)     ADJUSTED  
 AW5797* NAVD 88     -                                                        
 AW5797  ___________________________________________________________________
 AW5797  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW5797  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW5797
 AW5797  HORZ ORDER  -  THIRD
 AW5797
 AW5797.The horizontal coordinates were established by classical geodetic methods
 AW5797.and adjusted by the National Geodetic Survey in February 1996..
 AW5797
 AW5797
 AW5797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5797
 AW5797.The geoid height was determined by GEOID03.
 AW5797
 AW5797;                    North         East     Units Scale Factor Converg.
 AW5797;SPC TXSC     - 4,163,535.675   992,841.373   MT  0.99986439   +1 58 50.0
 AW5797;SPC TXSC     -13,659,866.63  3,257,347.07   sFT  0.99986439   +1 58 50.0
 AW5797;UTM  15      - 3,237,012.910   309,795.159   MT  1.00004644   -0 57 23.8
 AW5797
 AW5797                          SUPERSEDED SURVEY CONTROL
 AW5797
 AW5797  NAD 83(1986)-  29 14 51.60452(N)    094 57 26.28651(W) AD(       ) 4
 AW5797  NAD 27      -  29 14 50.74848(N)    094 57 25.56403(W) AD(       ) 3
 AW5797
 AW5797.Superseded values are not recommended for survey control.
 AW5797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5797.See file dsdata.txt to determine how the superseded data were derived.
 AW5797
 AW5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0979537013(NAD 83)
 AW5797_MARKER: 16 = DAYBEACON
 AW5797_SETTING: 0 = UNSPECIFIED SETTING
 AW5797
 AW5797  HISTORY     - Date     Condition        Report By
 AW5797  HISTORY     - UNK      FIRST OBSERVED
 AW5797  HISTORY     - 1947     GOOD             CGS
 AW5797  HISTORY     - 1960     GOOD             CGS
 AW5797
 AW5797                          STATION DESCRIPTION
 AW5797
 AW5797'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5797'RECOVERED.  THESE STATIONS ARE LOCATED ON THE S SIDE OF THE OLD
 AW5797'INTRACOASTAL CANAL THROUGH THE CENTER OF WEST BAY AND ARE 6- BY
 AW5797'6-INCH TIMBERS WITH SLATS ON TOP, SET IN TOPS OF 8-INCH IRON
 AW5797'PIPES.  THE TOPS OF THE BEACONS ARE 15 FEET ABOVE THE WATER.
 AW5797
 AW5797                          STATION RECOVERY (1960)
 AW5797
 AW5797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5797'STATION PROBABLY RECOVERED IN FAIR CONDITION.  THERE IS A SINGLE
 AW5797'PILE IN THE APPROXIMATE LOCATION AND IT MAY HAVE SUPPORTED THE
 AW5797'DAYBEACON.  THE PILE IS LOCATED IN WEST BAY ABOUT 1.5 MILES
 AW5797'NORTHWEST OF MELAGER COVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5798 ***********************************************************************
 AW5798  DESIGNATION -  WEST BAY BEACON 23
 AW5798  PID         -  AW5798
 AW5798  STATE/COUNTY-  TX/GALVESTON
 AW5798  USGS QUAD   -  LAKE COMO (1994)
 AW5798
 AW5798                         *CURRENT SURVEY CONTROL
 AW5798  ___________________________________________________________________
 AW5798* NAD 83(1993)-  29 14 33.64552(N)    094 57 51.21853(W)     ADJUSTED  
 AW5798* NAVD 88     -                                                        
 AW5798  ___________________________________________________________________
 AW5798  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW5798  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW5798
 AW5798  HORZ ORDER  -  THIRD
 AW5798
 AW5798.The horizontal coordinates were established by classical geodetic methods
 AW5798.and adjusted by the National Geodetic Survey in February 1996..
 AW5798
 AW5798
 AW5798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5798
 AW5798.The geoid height was determined by GEOID03.
 AW5798
 AW5798;                    North         East     Units Scale Factor Converg.
 AW5798;SPC TXSC     - 4,162,960.342   992,188.241   MT  0.99986453   +1 58 37.8
 AW5798;SPC TXSC     -13,657,979.06  3,255,204.25   sFT  0.99986453   +1 58 37.8
 AW5798;UTM  15      - 3,236,471.700   309,113.281   MT  1.00004964   -0 57 35.4
 AW5798
 AW5798                          SUPERSEDED SURVEY CONTROL
 AW5798
 AW5798  NAD 83(1986)-  29 14 33.65933(N)    094 57 51.19919(W) AD(       ) 4
 AW5798  NAD 27      -  29 14 32.80231(N)    094 57 50.47603(W) AD(       ) 3
 AW5798
 AW5798.Superseded values are not recommended for survey control.
 AW5798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5798.See file dsdata.txt to determine how the superseded data were derived.
 AW5798
 AW5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0911336472(NAD 83)
 AW5798_MARKER: 16 = DAYBEACON
 AW5798_SETTING: 0 = UNSPECIFIED SETTING
 AW5798
 AW5798  HISTORY     - Date     Condition        Report By
 AW5798  HISTORY     - UNK      FIRST OBSERVED
 AW5798  HISTORY     - 1947     GOOD             CGS
 AW5798  HISTORY     - 1960     GOOD             CGS
 AW5798
 AW5798                          STATION DESCRIPTION
 AW5798
 AW5798'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5798'RECOVERED.  THESE STATIONS ARE LOCATED ON THE S SIDE OF THE OLD
 AW5798'INTRACOASTAL CANAL THROUGH THE CENTER OF WEST BAY AND ARE 6- BY
 AW5798'6-INCH TIMBERS WITH SLATS ON TOP, SET IN TOPS OF 8-INCH IRON PIPES.
 AW5798'THE TOPS OF THE BEACONS ARE 15 FEET ABOVE THE WATER.
 AW5798
 AW5798                          STATION RECOVERY (1960)
 AW5798
 AW5798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5798'STATION PROBABLY RECOVERED IN GOOD CONDITION.  THERE IS A SINGLE
 AW5798'PILE IN THE APPROXIMATE LOCATION AND IT PROBABLY SUPPORTED
 AW5798'THE DAYBEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5799 ***********************************************************************
 AW5799  DESIGNATION -  WEST BAY BEACON 25
 AW5799  PID         -  AW5799
 AW5799  STATE/COUNTY-  TX/GALVESTON
 AW5799  USGS QUAD   -  LAKE COMO (1994)
 AW5799
 AW5799                         *CURRENT SURVEY CONTROL
 AW5799  ___________________________________________________________________
 AW5799* NAD 83(1993)-  29 14 13.50015(N)    094 58 19.12057(W)     ADJUSTED  
 AW5799* NAVD 88     -                                                        
 AW5799  ___________________________________________________________________
 AW5799  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW5799  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW5799
 AW5799  HORZ ORDER  -  THIRD
 AW5799
 AW5799.The horizontal coordinates were established by classical geodetic methods
 AW5799.and adjusted by the National Geodetic Survey in February 1996..
 AW5799
 AW5799
 AW5799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5799
 AW5799.The geoid height was determined by GEOID03.
 AW5799
 AW5799;                    North         East     Units Scale Factor Converg.
 AW5799;SPC TXSC     - 4,162,314.576   991,456.711   MT  0.99986469   +1 58 24.2
 AW5799;SPC TXSC     -13,655,860.40  3,252,804.23   sFT  0.99986469   +1 58 24.2
 AW5799;UTM  15      - 3,235,864.149   308,349.481   MT  1.00005325   -0 57 48.4
 AW5799
 AW5799                          SUPERSEDED SURVEY CONTROL
 AW5799
 AW5799  NAD 83(1986)-  29 14 13.51393(N)    094 58 19.10119(W) AD(       ) 4
 AW5799  NAD 27      -  29 14 12.65596(N)    094 58 18.37753(W) AD(       ) 3
 AW5799
 AW5799.Superseded values are not recommended for survey control.
 AW5799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5799.See file dsdata.txt to determine how the superseded data were derived.
 AW5799
 AW5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0834935864(NAD 83)
 AW5799_MARKER: 16 = DAYBEACON
 AW5799_SETTING: 0 = UNSPECIFIED SETTING
 AW5799
 AW5799  HISTORY     - Date     Condition        Report By
 AW5799  HISTORY     - UNK      FIRST OBSERVED
 AW5799  HISTORY     - 1947     GOOD             CGS
 AW5799  HISTORY     - 1960     GOOD             CGS
 AW5799
 AW5799                          STATION DESCRIPTION
 AW5799
 AW5799'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5799'RECOVERED.  THESE STATIONS ARE LOCATED ON THE S SIDE OF THE OLD
 AW5799'INTRACOASTAL CANAL THROUGH THE CENTER OF WEST BAY AND ARE 6- BY
 AW5799'6-INCH TIMBERS WITH SLATS ON TOP, SET IN TOPS OF 8-INCH IRON PIPES.
 AW5799'THE TOPS OF THE BEACONS ARE 15 FEET ABOVE THE WATER.
 AW5799
 AW5799                          STATION RECOVERY (1960)
 AW5799
 AW5799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5799'STATION PROBABLY RECOVERED IN GOOD CONDITION.  THERE IS A SINGLE PILE
 AW5799'IN THE APPROXIMATE LOCATION AND IS PROBABLY SUPPORTED THE
 AW5799'DAYBEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5800 ***********************************************************************
 AW5800  DESIGNATION -  WEST BAY BEACON 27
 AW5800  PID         -  AW5800
 AW5800  STATE/COUNTY-  TX/GALVESTON
 AW5800  USGS QUAD   -  LAKE COMO (1994)
 AW5800
 AW5800                         *CURRENT SURVEY CONTROL
 AW5800  ___________________________________________________________________
 AW5800* NAD 83(1993)-  29 13 55.53599(N)    094 58 44.04049(W)     ADJUSTED  
 AW5800* NAVD 88     -                                                        
 AW5800  ___________________________________________________________________
 AW5800  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW5800  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW5800
 AW5800  HORZ ORDER  -  THIRD
 AW5800
 AW5800.The horizontal coordinates were established by classical geodetic methods
 AW5800.and adjusted by the National Geodetic Survey in February 1996..
 AW5800
 AW5800
 AW5800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5800
 AW5800.The geoid height was determined by GEOID03.
 AW5800
 AW5800;                    North         East     Units Scale Factor Converg.
 AW5800;SPC TXSC     - 4,161,738.733   990,803.264   MT  0.99986484   +1 58 12.0
 AW5800;SPC TXSC     -13,653,971.16  3,250,660.38   sFT  0.99986484   +1 58 12.0
 AW5800;UTM  15      - 3,235,322.438   307,667.260   MT  1.00005648   -0 58 00.1
 AW5800
 AW5800                          SUPERSEDED SURVEY CONTROL
 AW5800
 AW5800  NAD 83(1986)-  29 13 55.54979(N)    094 58 44.02102(W) AD(       ) 4
 AW5800  NAD 27      -  29 13 54.69131(N)    094 58 43.29677(W) AD(       ) 3
 AW5800
 AW5800.Superseded values are not recommended for survey control.
 AW5800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5800.See file dsdata.txt to determine how the superseded data were derived.
 AW5800
 AW5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0766735322(NAD 83)
 AW5800_MARKER: 16 = DAYBEACON
 AW5800_SETTING: 0 = UNSPECIFIED SETTING
 AW5800
 AW5800  HISTORY     - Date     Condition        Report By
 AW5800  HISTORY     - UNK      FIRST OBSERVED
 AW5800  HISTORY     - 1947     GOOD             CGS
 AW5800  HISTORY     - 1960     GOOD             CGS
 AW5800
 AW5800                          STATION DESCRIPTION
 AW5800
 AW5800'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5800'RECOVERED.  THESE STATIONS ARE LOCATED ON THE S SIDE OF THE OLD
 AW5800'INTRACOASTAL CANAL THROUGH THE CENTER OF WEST BAY AND ARE 6- BY
 AW5800'6-INCH TIMBERS WITH SLATS ON TOP, SET IN TOPS OF 8-INCH IRON PIPES.
 AW5800'THE TOPS OF THE BEACONS ARE 15 FEET ABOVE THE WATER.
 AW5800
 AW5800                          STATION RECOVERY (1960)
 AW5800
 AW5800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5800'STATION PROBABLY RECOVERED IN GOOD CONDITION.  THERE IS A SINGLE
 AW5800'PILE IN THE APPROXIMATE LOCATION AND IT PROBABLY SUPPORTED THE
 AW5800'DAYBEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5801 ***********************************************************************
 AW5801  DESIGNATION -  WEST BAY BEACON 29
 AW5801  PID         -  AW5801
 AW5801  STATE/COUNTY-  TX/GALVESTON
 AW5801  USGS QUAD   -  LAKE COMO (1994)
 AW5801
 AW5801                         *CURRENT SURVEY CONTROL
 AW5801  ___________________________________________________________________
 AW5801* NAD 83(1993)-  29 13 36.95774(N)    094 59 09.80059(W)     ADJUSTED  
 AW5801* NAVD 88     -                                                        
 AW5801  ___________________________________________________________________
 AW5801  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW5801  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW5801
 AW5801  HORZ ORDER  -  THIRD
 AW5801
 AW5801.The horizontal coordinates were established by classical geodetic methods
 AW5801.and adjusted by the National Geodetic Survey in February 1996..
 AW5801
 AW5801
 AW5801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5801
 AW5801.The geoid height was determined by GEOID03.
 AW5801
 AW5801;                    North         East     Units Scale Factor Converg.
 AW5801;SPC TXSC     - 4,161,143.255   990,127.725   MT  0.99986501   +1 57 59.3
 AW5801;SPC TXSC     -13,652,017.50  3,248,444.04   sFT  0.99986501   +1 57 59.3
 AW5801;UTM  15      - 3,234,762.243   306,961.965   MT  1.00005984   -0 58 12.1
 AW5801
 AW5801                          SUPERSEDED SURVEY CONTROL
 AW5801
 AW5801  NAD 83(1986)-  29 13 36.97152(N)    094 59 09.78101(W) AD(       ) 4
 AW5801  NAD 27      -  29 13 36.11180(N)    094 59 09.05653(W) AD(       ) 3
 AW5801
 AW5801.Superseded values are not recommended for survey control.
 AW5801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5801.See file dsdata.txt to determine how the superseded data were derived.
 AW5801
 AW5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0696234762(NAD 83)
 AW5801_MARKER: 16 = DAYBEACON
 AW5801_SETTING: 0 = UNSPECIFIED SETTING
 AW5801
 AW5801  HISTORY     - Date     Condition        Report By
 AW5801  HISTORY     - UNK      FIRST OBSERVED
 AW5801  HISTORY     - 1947     GOOD             CGS
 AW5801  HISTORY     - 1960     GOOD             CGS
 AW5801
 AW5801                          STATION DESCRIPTION
 AW5801
 AW5801'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5801'RECOVERED.  THESE STATIONS ARE LOCATED ON THE S SIDE OF THE OLD
 AW5801'INTRACOASTAL CANAL THROUGH THE CENTER OF WEST BAY AND ARE 6- BY
 AW5801'6-INCH TIMBERS WITH SLATS ON TOP, SET IN TOPS OF 8-INCH IRON PIPES.
 AW5801'THE TOPS OF THE BEACONS ARE 15 FEET ABOVE THE WATER.
 AW5801
 AW5801                          STATION RECOVERY (1960)
 AW5801
 AW5801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5801'STATION PROBABLY RECOVERED IN GOOD CONDITION.  THERE IS A SINGLE PILE
 AW5801'IN THE APPROXIMATE LOCATION AND IT PROBABLY SUPPORTED THE
 AW5801'DAYBEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5802 ***********************************************************************
 AW5802  DESIGNATION -  WEST BAY BEACON 33
 AW5802  PID         -  AW5802
 AW5802  STATE/COUNTY-  TX/GALVESTON
 AW5802  USGS QUAD   -  LAKE COMO (1994)
 AW5802
 AW5802                         *CURRENT SURVEY CONTROL
 AW5802  ___________________________________________________________________
 AW5802* NAD 83(1993)-  29 13 00.34196(N)    095 00 00.61193(W)     ADJUSTED  
 AW5802* NAVD 88     -                                                        
 AW5802  ___________________________________________________________________
 AW5802  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW5802  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW5802
 AW5802  HORZ ORDER  -  THIRD
 AW5802
 AW5802.The horizontal coordinates were established by classical geodetic methods
 AW5802.and adjusted by the National Geodetic Survey in February 1996..
 AW5802
 AW5802
 AW5802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5802
 AW5802.The geoid height was determined by GEOID03.
 AW5802
 AW5802;                    North         East     Units Scale Factor Converg.
 AW5802;SPC TXSC     - 4,159,969.713   988,794.996   MT  0.99986536   +1 57 34.4
 AW5802;SPC TXSC     -13,648,167.30  3,244,071.58   sFT  0.99986536   +1 57 34.4
 AW5802;UTM  15      - 3,233,658.294   305,570.594   MT  1.00006649   -0 58 35.8
 AW5802
 AW5802                          SUPERSEDED SURVEY CONTROL
 AW5802
 AW5802  NAD 83(1986)-  29 13 00.35569(N)    095 00 00.59218(W) AD(       ) 4
 AW5802  NAD 27      -  29 12 59.49467(N)    094 59 59.86651(W) AD(       ) 3
 AW5802
 AW5802.Superseded values are not recommended for survey control.
 AW5802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5802.See file dsdata.txt to determine how the superseded data were derived.
 AW5802
 AW5802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0557133658(NAD 83)
 AW5802_MARKER: 16 = DAYBEACON
 AW5802_SETTING: 0 = UNSPECIFIED SETTING
 AW5802
 AW5802  HISTORY     - Date     Condition        Report By
 AW5802  HISTORY     - UNK      FIRST OBSERVED
 AW5802  HISTORY     - 1947     GOOD             CGS
 AW5802  HISTORY     - 1960     GOOD             CGS
 AW5802
 AW5802                          STATION DESCRIPTION
 AW5802
 AW5802'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5802'RECOVERED.  THESE STATIONS ARE LOCATED ON THE S SIDE OF THE OLD
 AW5802'INTRACOASTAL CANAL THROUGH THE CENTER OF WEST BAY AND ARE 6- BY
 AW5802'6-INCH TIMBERS WITH SLATS ON TOP, SET IN TOPS OF 8-INCH IRON PIPES.
 AW5802'THE TOPS OF THE BEACONS ARE 15 FEET ABOVE THE WATER.
 AW5802
 AW5802                          STATION RECOVERY (1960)
 AW5802
 AW5802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5802'STATION PROBABLY RECOVERED IN GOOD CONDITION.  THERE IS A SINGLE PILE
 AW5802'IN THE APPROXIMATE LOCATION AND IT PROBABLY SUPPORTED THE
 AW5802'DAYBEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6778 ***********************************************************************
 AW6778  DESIGNATION -  WEST BAY BEACON 37
 AW6778  PID         -  AW6778
 AW6778  STATE/COUNTY-  TX/GALVESTON
 AW6778  USGS QUAD   -  SEA ISLE (1974)
 AW6778
 AW6778                         *CURRENT SURVEY CONTROL
 AW6778  ___________________________________________________________________
 AW6778* NAD 83(1993)-  29 12 20.72015(N)    095 00 55.64721(W)     ADJUSTED  
 AW6778* NAVD 88     -                                                        
 AW6778  ___________________________________________________________________
 AW6778  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW6778  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW6778
 AW6778  HORZ ORDER  -  THIRD
 AW6778
 AW6778.The horizontal coordinates were established by classical geodetic methods
 AW6778.and adjusted by the National Geodetic Survey in February 1996..
 AW6778
 AW6778
 AW6778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6778
 AW6778.The geoid height was determined by GEOID03.
 AW6778
 AW6778;                    North         East     Units Scale Factor Converg.
 AW6778;SPC TXSC     - 4,158,699.956   987,351.124   MT  0.99986577   +1 57 07.5
 AW6778;SPC TXSC     -13,644,001.44  3,239,334.48   sFT  0.99986577   +1 57 07.5
 AW6778;UTM  15      - 3,232,463.915   304,063.271   MT  1.00007375   -0 59 01.5
 AW6778
 AW6778                          SUPERSEDED SURVEY CONTROL
 AW6778
 AW6778  NAD 83(1986)-  29 12 20.73359(N)    095 00 55.62730(W) AD(       ) 4
 AW6778  NAD 27      -  29 12 19.87134(N)    095 00 54.89991(W) AD(       ) 3
 AW6778
 AW6778.Superseded values are not recommended for survey control.
 AW6778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6778.See file dsdata.txt to determine how the superseded data were derived.
 AW6778
 AW6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0406332464(NAD 83)
 AW6778
 AW6778  HISTORY     - Date     Condition        Report By
 AW6778  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW6778  HISTORY     - 1947     GOOD             CGS
 AW6778  HISTORY     - 1960     GOOD             CGS
 AW6778
 AW6778                          STATION DESCRIPTION
 AW6778
 AW6778'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6778'RECOVERED.  THESE STATIONS ARE LOCATED ON THE S SIDE OF
 AW6778'THE OLD INTRACOASTAL CANAL THROUGH THE CENTER OF WEST BAY
 AW6778'AND ARE 6- BY 6-INCH TIMBERS WITH SLATS ON TOP, SET IN TOPS
 AW6778'OF 8-INCH IRON PIPES.  THE TOPS OF THE BEACONS ARE 15 FEET
 AW6778'ABOVE THE WATER.
 AW6778
 AW6778                          STATION RECOVERY (1960)
 AW6778
 AW6778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6778'STATION PROBABLY RECOVERED IN GOOD CONDITION.  THERE IS
 AW6778'A SINGLE PILE IN THE APPROXIMATE LOCATION AND IT PROBABLY
 AW6778'SUPPORTED THE DAYBEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6784 ***********************************************************************
 AW6784  DESIGNATION -  WEST BEACH
 AW6784  PID         -  AW6784
 AW6784  STATE/COUNTY-  TX/GALVESTON
 AW6784  USGS QUAD   -  SEA ISLE (1974)
 AW6784
 AW6784                         *CURRENT SURVEY CONTROL
 AW6784  ___________________________________________________________________
 AW6784* NAD 83(1993)-  29 08 05.31816(N)    095 02 59.42303(W)     ADJUSTED  
 AW6784* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AW6784  ___________________________________________________________________
 AW6784  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW6784  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AW6784
 AW6784  HORZ ORDER  -  SECOND
 AW6784
 AW6784.The horizontal coordinates were established by classical geodetic methods
 AW6784.and adjusted by the National Geodetic Survey in February 1996..
 AW6784
 AW6784.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6784
 AW6784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6784
 AW6784.The geoid height was determined by GEOID03.
 AW6784
 AW6784;                    North         East     Units Scale Factor Converg.
 AW6784;SPC TXSC     - 4,150,728.655   984,275.502   MT  0.99986930   +1 56 06.8
 AW6784;SPC TXSC     -13,617,848.93  3,229,243.88   sFT  0.99986930   +1 56 06.8
 AW6784;UTM  15      - 3,224,658.857   300,582.823   MT  1.00009074   -0 59 54.0
 AW6784
 AW6784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6784!SPC TXSC     -   1.00000384  x   0.99986930  =   0.99987314
 AW6784!UTM  15      -   1.00000384  x   1.00009074  =   1.00009458
 AW6784
 AW6784|---------------------------------------------------------------------|
 AW6784| PID    Reference Object                     Distance      Geod. Az  |
 AW6784|                                                           dddmmss.s |
 AW6784| CV6920 WEST BEACH RM 1                      30.102 METERS 04908     |
 AW6784| AW0637 G 460 RESET                         APPROX. 1.6 KM 0520517.8 |
 AW6784| AW6785 H 62 TX                             406.515 METERS 2233246.7 |
 AW6784| AW7083 WEST BEACH RM 2                      23.283 METERS 22910     |
 AW6784|---------------------------------------------------------------------|
 AW6784
 AW6784                          SUPERSEDED SURVEY CONTROL
 AW6784
 AW6784  NAD 83(1986)-  29 08 05.32976(N)    095 02 59.40419(W) AD(       ) 2
 AW6784  NAD 27      -  29 08 04.46218(N)    095 02 58.66804(W) AD(       ) 2
 AW6784  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 AW6784
 AW6784.Superseded values are not recommended for survey control.
 AW6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6784.See file dsdata.txt to determine how the superseded data were derived.
 AW6784
 AW6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0058324659(NAD 83)
 AW6784_MARKER: DS = TRIANGULATION STATION DISK
 AW6784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AW6784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6784+STABILITY: SURFACE MOTION
 AW6784
 AW6784  HISTORY     - Date     Condition        Report By
 AW6784  HISTORY     - 1978     MONUMENTED       NGS
 AW6784  HISTORY     - 1979     GOOD             NOS
 AW6784  HISTORY     - 1982     GOOD             NOS
 AW6784  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AW6784
 AW6784                          STATION DESCRIPTION
 AW6784
 AW6784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW6784'THE STATION IS LOCATED ON GALVESTON ISLAND ABOUT 20 MILES
 AW6784'SOUTHWEST OF GALVESTON, 5 MILES NORTHEAST OF SAN LUIS PASS
 AW6784'TOLL BRIDGE, AND IN THE VILLAGE OF WEST BEACH.  PERMISSION TO
 AW6784'ESTABLISH THE STATION WAS GRANTED BY MR. PETER H. EARLY, CITY
 AW6784'ENGINEER FOR THE CITY OF GALVESTON, P.O. BOX 779, GALVESTON,
 AW6784'TEXAS 77551.
 AW6784'
 AW6784'TO REACH THE STATION FROM THE TOLL BOOTH AT THE NORTHEAST END
 AW6784'OF THE BRIDGE OVER THE SAN LUIS PASS AND THE GALVESTON-BRAZORIA
 AW6784'COUNTY LINE, GO NORTHEASTERLY ON THE GALVESTON COUNTY ROAD FOR
 AW6784'4.7 MILES TO A SIDE ROAD LEFT (NUECES ROAD), A SHELL ROAD
 AW6784'RIGHT, AND THE STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 AW6784'OF GALVESTON COUNTY ROAD AND THE SHELL ROAD.
 AW6784'
 AW6784'THE STATION IS A STANDARD NGS DISK
 AW6784'STAMPED---WEST BEACH 1978---,
 AW6784'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW6784'DIAMETER RECESSED 3 INCHES BELOW THE GROUND.  IT IS
 AW6784'161 FEET NORTH-NORTHEAST FROM A STEEL POWER POLE,
 AW6784'71 FEET SOUTHEAST FROM THE CENTER OF THE GALVESTON COUNTY ROAD,
 AW6784'70 FEET SOUTHWEST FROM THE CENTER OF THE SHELL ROAD, AND
 AW6784'28 FEET WEST-NORTHWEST FROM THE CENTER OF A PAVED ROAD.
 AW6784'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AW6784'STAMPED---WEST BEACH 1978---,
 AW6784'SET INTO AN IRREGULAR MASS OF CONCRETE 3.5 FEET BELOW THE
 AW6784'SURFACE.
 AW6784'
 AW6784'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AW6784'STAMPED---WEST BEACH NO 1 1978---,
 AW6784'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW6784'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AW6784'64 FEET SOUTH-SOUTHEAST FROM THE CENTER OF THE GALVESTON COUNTY ROAD,
 AW6784'34 FEET NORTH-NORTHWEST FROM THE CENTER OF A PAVED SIDE ROAD, AND
 AW6784'28 FEET NORTH-NORTHEAST FROM A SHELL ROAD.
 AW6784'
 AW6784'REFERENCE MARK 2 IS A STANDARD NGS DISK
 AW6784'STAMPED---WEST BEACH NO 2 1978---,
 AW6784'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW6784'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AW6784'124 FEET WEST-NORTHWEST FROM A STEEL POWER POLE,
 AW6784'76 FEET SOUTH-SOUTHEAST FROM THE CENTER OF THE GALVESTON COUNTY ROAD,
 AW6784'AND 23 FEET WEST-NORTHWEST FROM THE CENTER OF A PAVED SIDE ROAD.
 AW6784'
 AW6784'AZIMUTH MARK IS A STANDARD US COAST AND GEODETIC SURVEY BENCH MARK
 AW6784'DISK STAMPED---G 460 RESET 1955---,
 AW6784'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AW6784'SIDE FLUSH WITH THE GROUND.  IT IS
 AW6784'61 FEET NORTHWEST FROM THE CENTERLINE OF THE GALVESTON COUNTY ROAD,
 AW6784'28 FEET NORTHEAST FROM A POWER POLE,
 AW6784'2 FEET NORTHWEST FROM A WOODEN WITNESS POST, AND
 AW6784'1.8 FEET NORTHWEST OF A WIRE FENCE.
 AW6784'
 AW6784'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTHEAST ON
 AW6784'THE GALVESTON COUNTY ROAD FOR 0.95 MILE TO THE MARK ON THE LEFT
 AW6784'IN A FENCELINE.
 AW6784'
 AW6784'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.3 METERS.
 AW6784'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO BEING ON LINE.
 AW6784
 AW6784                          STATION RECOVERY (1979)
 AW6784
 AW6784'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW6784'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 AW6784'IN GOOD CONDITION.  THE DISTANCES
 AW6784'AND DIRECTIONS TO THE REFERENCE MARKS COMPARED FAVORABLY
 AW6784'WITH THE 1978 OBSERVATIONS.
 AW6784'
 AW6784'HEIGHT OF LIGHT SHOWN WAS 1.90 METERS.
 AW6784
 AW6784                          STATION RECOVERY (1982)
 AW6784
 AW6784'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6784'THE STATION ,RM1, AND RM2 WERE RECOVERED IN GOOD CONDITION AS
 AW6784'DESCRIBED.
 AW6784
 AW6784                          STATION RECOVERY (1986)
 AW6784
 AW6784'RECOVERY NOTE BY US POWER SQUADRON 1986 (MM)
 AW6784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1250 ***********************************************************************
 BZ1250  DESIGNATION -  WEST BRAZOS VAL COTTON MILL TK
 BZ1250  PID         -  BZ1250
 BZ1250  STATE/COUNTY-  TX/MCLENNAN
 BZ1250  USGS QUAD   -  WEST (1979)
 BZ1250
 BZ1250                         *CURRENT SURVEY CONTROL
 BZ1250  ___________________________________________________________________
 BZ1250* NAD 83(1993)-  31 48 02.01198(N)    097 05 26.71793(W)     ADJUSTED  
 BZ1250* NAVD 88     -                                                        
 BZ1250  ___________________________________________________________________
 BZ1250  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 BZ1250  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ1250
 BZ1250  HORZ ORDER  -  THIRD
 BZ1250
 BZ1250.The horizontal coordinates were established by classical geodetic methods
 BZ1250.and adjusted by the National Geodetic Survey in February 1996..
 BZ1250
 BZ1250
 BZ1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1250
 BZ1250.The geoid height was determined by GEOID03.
 BZ1250
 BZ1250;                    North         East     Units Scale Factor Converg.
 BZ1250;SPC TX C     - 3,241,036.919 1,007,012.813   MT  0.99997881   +1 40 12.4
 BZ1250;SPC TX C     -10,633,301.96  3,303,841.20   sFT  0.99997881   +1 40 12.4
 BZ1250;SPC TXNC     - 2,015,743.437   733,461.943   MT  1.00010877   +0 46 06.9
 BZ1250;SPC TXNC     - 6,613,318.26  2,406,366.39   sFT  1.00010877   +0 46 06.9
 BZ1250;UTM  14      - 3,519,916.765   680,742.653   MT  1.00000291   +1 00 23.0
 BZ1250
 BZ1250                          SUPERSEDED SURVEY CONTROL
 BZ1250
 BZ1250  NAD 83(1986)-  31 48 02.02084(N)    097 05 26.69830(W) AD(       ) 4
 BZ1250  NAD 27      -  31 48 01.44600(N)    097 05 25.68600(W) AD(       ) 3
 BZ1250
 BZ1250.Superseded values are not recommended for survey control.
 BZ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1250.See file dsdata.txt to determine how the superseded data were derived.
 BZ1250
 BZ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8074319917(NAD 83)
 BZ1250_MARKER: 53 = ELEVATED TANK
 BZ1250
 BZ1250  HISTORY     - Date     Condition        Report By
 BZ1250  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1250  HISTORY     - 1955     GOOD             CGS
 BZ1250  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 BZ1250
 BZ1250                          STATION DESCRIPTION
 BZ1250
 BZ1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1250'THIS INTERSECTION STATION IS THE WATER TANK OF THE BRAZOS
 BZ1250'VALLEY COTTON MILLS IN THE TOWN OF WEST.  IT IS ABOUT 150
 BZ1250'FEET E OF THE STREET AND 50 FEET S OF THE MILL.  A 4-LEGGED
 BZ1250'STEEL STRUCTURE ABOUT 90 FEET HIGH, PAINTED ALUMINUM.  POINT
 BZ1250'OBSERVED ON, FINIAL ON APEX OF ROOF.
 BZ1250
 BZ1250                          STATION RECOVERY (1955)
 BZ1250
 BZ1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BZ1250'TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THIS IS
 BZ1250'THE SAME TANK REFERRED TO AS WEST, BRAZOS WATER TANK IN THE
 BZ1250'DESCRIPTION BY P.L.B., 1943.
 BZ1250
 BZ1250                          STATION RECOVERY (1991)
 BZ1250
 BZ1250'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6871 ***********************************************************************
 AW6871  DESIGNATION -  WEST COLUMBIA MUNICIPAL TANK
 AW6871  PID         -  AW6871
 AW6871  STATE/COUNTY-  TX/BRAZORIA
 AW6871  USGS QUAD   -  WEST COLUMBIA (1980)
 AW6871
 AW6871                         *CURRENT SURVEY CONTROL
 AW6871  ___________________________________________________________________
 AW6871* NAD 83(1993)-  29 08 34.85863(N)    095 38 42.12074(W)     ADJUSTED  
 AW6871* NAVD 88     -                                                        
 AW6871  ___________________________________________________________________
 AW6871  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AW6871  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW6871
 AW6871  HORZ ORDER  -  THIRD
 AW6871
 AW6871.The horizontal coordinates were established by classical geodetic methods
 AW6871.and adjusted by the National Geodetic Survey in February 1996..
 AW6871
 AW6871
 AW6871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6871
 AW6871.The geoid height was determined by GEOID03.
 AW6871
 AW6871;                    North         East     Units Scale Factor Converg.
 AW6871;SPC TXSC     - 4,149,829.276   926,365.669   MT  0.99986882   +1 38 37.1
 AW6871;SPC TXSC     -13,614,898.22  3,039,251.37   sFT  0.99986882   +1 38 37.1
 AW6871;UTM  15      - 3,226,724.565   242,680.948   MT  1.00041714   -1 17 19.7
 AW6871
 AW6871                          SUPERSEDED SURVEY CONTROL
 AW6871
 AW6871  NAD 83(1986)-  29 08 34.87027(N)    095 38 42.10349(W) AD(       ) 4
 AW6871  NAD 27      -  29 08 33.98200(N)    095 38 41.29900(W) AD(       ) 3
 AW6871
 AW6871.Superseded values are not recommended for survey control.
 AW6871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6871.See file dsdata.txt to determine how the superseded data were derived.
 AW6871
 AW6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4268126725(NAD 83)
 AW6871_MARKER: 53 = ELEVATED TANK
 AW6871
 AW6871  HISTORY     - Date     Condition        Report By
 AW6871  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6871  HISTORY     - 1987     GOOD             USPSQD
 AW6871
 AW6871                          STATION DESCRIPTION
 AW6871
 AW6871'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6871'THE STATION IS LOCATED NEAR THE CENTER OF THE BUSINESS DISTRICT
 AW6871'OF WEST COLUMBIA.
 AW6871'
 AW6871'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AW6871'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 AW6871'HEIGHT OF 120.0 FEET.
 AW6871'
 AW6871'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 AW6871
 AW6871                          STATION RECOVERY (1987)
 AW6871
 AW6871'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW6871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1070 ***********************************************************************
 CT1070  DESIGNATION -  WEST ET USGS 1961
 CT1070  PID         -  CT1070
 CT1070  STATE/COUNTY-  TX/CALLAHAN
 CT1070  USGS QUAD   -  ROWDEN (1987)
 CT1070
 CT1070                         *CURRENT SURVEY CONTROL
 CT1070  ___________________________________________________________________
 CT1070* NAD 83(1993)-  32 10 23.72110(N)    099 16 36.47656(W)     ADJUSTED  
 CT1070* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 CT1070  ___________________________________________________________________
 CT1070  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CT1070  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CT1070
 CT1070  HORZ ORDER  -  SECOND
 CT1070
 CT1070.The horizontal coordinates were established by classical geodetic methods
 CT1070.and adjusted by the National Geodetic Survey in February 1996..
 CT1070
 CT1070.The orthometric height was scaled from a topographic map.
 CT1070
 CT1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1070
 CT1070.The geoid height was determined by GEOID03.
 CT1070
 CT1070;                    North         East     Units Scale Factor Converg.
 CT1070;SPC TXNC     - 2,056,448.098   526,737.640   MT  0.99998918   -0 25 25.2
 CT1070;SPC TXNC     - 6,746,863.47  1,728,138.41   sFT  0.99998918   -0 25 25.2
 CT1070;SPC TX C     - 3,278,363.665   799,654.602   MT  1.00009076   +0 32 39.0
 CT1070;SPC TX C     -10,755,764.79  2,623,533.47   sFT  1.00009076   +0 32 39.0
 CT1070;UTM  14      - 3,559,673.626   473,904.090   MT  0.99960840   -0 08 50.6
 CT1070
 CT1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1070!SPC TXNC     -   0.99990423  x   0.99998918  =   0.99989341
 CT1070!SPC TX C     -   0.99990423  x   1.00009076  =   0.99999498
 CT1070!UTM  14      -   0.99990423  x   0.99960840  =   0.99951267
 CT1070
 CT1070                          SUPERSEDED SURVEY CONTROL
 CT1070
 CT1070  NAD 83(1986)-  32 10 23.72784(N)    099 16 36.46518(W) AD(       ) 2
 CT1070  NAD 27      -  32 10 23.24100(N)    099 16 35.22030(W) AD(       ) 2
 CT1070
 CT1070.Superseded values are not recommended for survey control.
 CT1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1070.See file dsdata.txt to determine how the superseded data were derived.
 CT1070
 CT1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA7390459674(NAD 83)
 CT1070_MARKER: DB = BENCH MARK DISK
 CT1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1070+STABILITY: SURFACE MOTION
 CT1070
 CT1070  HISTORY     - Date     Condition        Report By
 CT1070  HISTORY     - 1961     MONUMENTED       USGS
 CT1070
 CT1070                          STATION DESCRIPTION
 CT1070
 CT1070'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (HWK)
 CT1070'THE STATION IS ON THE TOP OF A LONE ROUND-TOPPED PEAK, LOCALLY
 CT1070'KNOWN AS WEST CADDO PEAK, APPROXIMATELY 7 MILES NORTHWEST
 CT1070'OF CROSS PLAINS, 2 MILES SOUTHEAST OF ROWDEN, 2 MILES NORTHWEST
 CT1070'OF EAST CADDO PEAK, 0.2 MILE NORTHEAST OF STATE HIGHWAY
 CT1070'36 AND ON PROPERTY OWNED BY MRS. PAUL MC COWEN OF SAN ANGELO,
 CT1070'TEXAS.
 CT1070'
 CT1070'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CT1070'CADDO 2, DISTANCE BEING 34.94 FEET (10.649 METERS) SOUTHEAST
 CT1070'OF STATION CADDO 2.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 CT1070'SURVEY BENCH MARK DISK STAMPED WEST-ET 1960, AND IS SET IN A
 CT1070'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS ON THE
 CT1070'HIGHEST PART OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6094 ***********************************************************************
 AW6094  DESIGNATION -  WEST PASS
 AW6094  PID         -  AW6094
 AW6094  STATE/COUNTY-  TX/CHAMBERS
 AW6094  USGS QUAD   -  BACLIFF (1993)
 AW6094
 AW6094                         *CURRENT SURVEY CONTROL
 AW6094  ___________________________________________________________________
 AW6094* NAD 83(1993)-  29 31 03.03028(N)    094 53 20.52541(W)     ADJUSTED  
 AW6094* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6094  ___________________________________________________________________
 AW6094  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6094  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW6094
 AW6094  HORZ ORDER  -  THIRD
 AW6094
 AW6094.The horizontal coordinates were established by classical geodetic methods
 AW6094.and adjusted by the National Geodetic Survey in February 1996..
 AW6094
 AW6094.The orthometric height was scaled from a topographic map.
 AW6094
 AW6094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6094
 AW6094.The geoid height was determined by GEOID03.
 AW6094
 AW6094;                    North         East     Units Scale Factor Converg.
 AW6094;SPC TXSC     - 4,193,654.525   998,421.886   MT  0.99986830   +2 00 50.4
 AW6094;SPC TXSC     -13,758,681.55  3,275,655.80   sFT  0.99986830   +2 00 50.4
 AW6094;UTM  15      - 3,266,810.682   316,914.889   MT  1.00001361   -0 55 51.5
 AW6094
 AW6094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6094!SPC TXSC     -   1.00000408  x   0.99986830  =   0.99987238
 AW6094!UTM  15      -   1.00000408  x   1.00001361  =   1.00001769
 AW6094
 AW6094:                Primary Azimuth Mark                     Grid Az
 AW6094:SPC TXSC     -  RED FISH BAR INNER RNG R LT              073 32 21.4
 AW6094:UTM  15      -  RED FISH BAR INNER RNG R LT              076 29 03.3
 AW6094
 AW6094|---------------------------------------------------------------------|
 AW6094| PID    Reference Object                     Distance      Geod. Az  |
 AW6094|                                                           dddmmss.s |
 AW6094| AW6092 RED FISH BAR INNER RNG R LT         APPROX. 1.0 KM 0753311.8 |
 AW6094| AW6086 RED FISH BAR INNER RNG FT LT        APPROX. 1.9 KM 1240246.4 |
 AW6094| AW6091 RED FISH BAR LIGHT 1                APPROX. 1.7 KM 1345629.4 |
 AW6094| AW5855 HOUSTON SHIP CHAN LT 53             APPROX. 3.4 KM 1410353.5 |
 AW6094| AW5849 RED FISH BAR OUT RNG FT LT          APPROX. 5.0 KM 1411720.2 |
 AW6094| AW5844 RED FISH BAR OUT RNG R LT           APPROX. 6.5 KM 1422257.8 |
 AW6094| CV9527 WEST PASS RM 1                       50.774 METERS 14332     |
 AW6094| AW5819 HOUSTON SHIP CHAN PLINE LT 48       APPROX. 6.9 KM 1463004.1 |
 AW6094| AW5848 HOUSTON SHIP CHAN LT 49             APPROX. 6.2 KM 1474531.0 |
 AW6094| AW5839 HOUSTON SHIP CHAN LT 44             APPROX. 8.6 KM 1485147.3 |
 AW6094| AW5821 HOUSTON SHIP CHAN PLINE LT 47       APPROX. 6.9 KM 1492657.4 |
 AW6094| AW5841 HOUSTON SHIP CHAN LT 43             APPROX. 8.6 KM 1500412.6 |
 AW6094| AW5833 HOUSTON SHIP CHAN LT 40             APPROX.11.1 KM 1502442.4 |
 AW6094| AW5837 HOUSTON SHIP CHAN LT 39             APPROX.11.1 KM 1512944.1 |
 AW6094| AW6020 TEXAS CITY MONSANTO CHEM CO TK      APPROX.15.4 KM 1820030.8 |
 AW6094| AW6022 DICKINSON BAYOU CHANNEL LT 2        APPROX. 6.1 KM 1873533.8 |
 AW6094| AW6018 DICKINSON BAYOU CHANNEL LT 14       APPROX. 7.4 KM 2045612.1 |
 AW6094| AW1604 EAGLE POINT                         APPROX. 3.2 KM 2210306.9 |
 AW6094| CV9528 WEST PASS RM 2                       29.456 METERS 25038     |
 AW6094| AW6108 HOUSTON SHIP CHAN LT 67             APPROX. 6.5 KM 3285430.2 |
 AW6094| AW6105 HOUSTON SHIP CHAN LT 68             APPROX. 6.5 KM 3304212.8 |
 AW6094| AW6125 HOUSTON SHIP CHAN LT 63             APPROX. 4.0 KM 3304647.6 |
 AW6094| AW6124 HOUSTON SHIP CHAN LT 64             APPROX. 4.0 KM 3332410.4 |
 AW6094| AW6102 HOUSTON SHIP CHAN LT 59             APPROX. 1.5 KM 3380628.8 |
 AW6094| AW6099 HOUSTON SHIP CHAN LT 60             APPROX. 1.6 KM 3454413.6 |
 AW6094|---------------------------------------------------------------------|
 AW6094
 AW6094                          SUPERSEDED SURVEY CONTROL
 AW6094
 AW6094  NAD 83(1986)-  29 31 03.04664(N)    094 53 20.50663(W) AD(       ) 3
 AW6094  NAD 27      -  29 31 02.22185(N)    094 53 19.78703(W) AD(       ) 3
 AW6094
 AW6094.Superseded values are not recommended for survey control.
 AW6094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6094.See file dsdata.txt to determine how the superseded data were derived.
 AW6094
 AW6094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1691566811(NAD 83)
 AW6094_MARKER: DS = TRIANGULATION STATION DISK
 AW6094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6094
 AW6094  HISTORY     - Date     Condition        Report By
 AW6094  HISTORY     - 1963     MONUMENTED       CGS
 AW6094  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6094  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW6094
 AW6094                          STATION DESCRIPTION
 AW6094
 AW6094'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6094'LOCATED APPROXIMATELY 2 MILES NORTHEAST OF EAGLE POINT ON A
 AW6094'LONG, NARROW SPOIL ISLAND LOCALLY KNOWN AS RED FISH BAR.
 AW6094'APPROXIMATELY 2500 FT. SOUTH OF ITS NORTH END.  230 FT. NORTHEAST
 AW6094'OF THE M.H.W.L. AND NEAR THE NORTH END OF AN OPEN MUD FLAT
 AW6094'THAT IS SURROUNDED BY BRUSH.  3 FT. SOUTH OF A WITNESS POST.
 AW6094'
 AW6094'A STANDARD DISK STAMPED WEST PASS 1963 SET IN THE TOP OF A
 AW6094'10 INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 AW6094'
 AW6094'R.M. 1 IS SOUTHEAST OF THE STATION, ABOUT 25 FT. INSIDE THE
 AW6094'BRUSH LINE.  A STANDARD DISK STAMPED WEST PASS 1963 NO 1 SET IN
 AW6094'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 1
 AW6094'INCH.
 AW6094'
 AW6094'R.M. 2 IS WEST-SOUTHWEST OF THE STATION ABOUT 45 FT. INSIDE
 AW6094'THE BRUSH LINE.  A STANDARD DISK STAMPED WEST PASS 1963 NO 2
 AW6094'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING
 AW6094'2 INCHES.
 AW6094
 AW6094                          STATION RECOVERY (1996)
 AW6094
 AW6094'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6094'MARK NOT FOUND.
 AW6094
 AW6094                          STATION RECOVERY (2001)
 AW6094
 AW6094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6094'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0498 ***********************************************************************
 AM0498  DESIGNATION -  WEST POINT
 AM0498  PID         -  AM0498
 AM0498  STATE/COUNTY-  TX/MATAGORDA
 AM0498  USGS QUAD   -  DRESSING POINT (1973)
 AM0498
 AM0498                         *CURRENT SURVEY CONTROL
 AM0498  ___________________________________________________________________
 AM0498* NAD 83(1993)-  28 39 53.03142(N)    095 50 14.41677(W)     ADJUSTED  
 AM0498* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 AM0498  ___________________________________________________________________
 AM0498  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AM0498  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0498
 AM0498  HORZ ORDER  -  SECOND
 AM0498
 AM0498.The horizontal coordinates were established by classical geodetic methods
 AM0498.and adjusted by the National Geodetic Survey in February 1996..
 AM0498
 AM0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0498
 AM0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0498
 AM0498.The geoid height was determined by GEOID03.
 AM0498
 AM0498;                    North         East     Units Scale Factor Converg.
 AM0498;SPC TXSC     - 4,096,322.627   909,096.517   MT  0.99993113   +1 32 57.9
 AM0498;SPC TXSC     -13,439,351.82  2,982,594.16   sFT  0.99993113   +1 32 57.9
 AM0498;UTM  15      - 3,174,136.935   222,694.803   MT  1.00054911   -1 21 42.8
 AM0498
 AM0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0498!SPC TXSC     -   1.00000380  x   0.99993113  =   0.99993493
 AM0498!UTM  15      -   1.00000380  x   1.00054911  =   1.00055291
 AM0498
 AM0498:                Primary Azimuth Mark                     Grid Az
 AM0498:SPC TXSC     -  HOUSE 1 1/2 MI NE OF STA W PT            075 46 10.5
 AM0498:UTM  15      -  HOUSE 1 1/2 MI NE OF STA W PT            078 40 51.2
 AM0498
 AM0498|---------------------------------------------------------------------|
 AM0498| PID    Reference Object                     Distance      Geod. Az  |
 AM0498|                                                           dddmmss.s |
 AM0498| AM0497 HOUSE 1 1/2 MI NE OF STA W PT       APPROX. 2.4 KM 0771908.4 |
 AM0498| AM0502 WEST POINT 1883 AZ MK PTA           376.815 METERS 11430     |
 AM0498| AM0501 WEST POINT 1883 AZ MK               383.937 METERS 11431     |
 AM0498| CV6923 WEST POINT RM 3                       9.725 METERS 15904     |
 AM0498| AM0503 WEST POINT 1883 PTA                   6.265 METERS 22943     |
 AM0498| CV6922 WEST POINT RM 2                      52.758 METERS 26933     |
 AM0498| AM0517 PILING                              APPROX. 6.0 KM 3183848.1 |
 AM0498| CV6921 WEST POINT RM 1                                    32436     |
 AM0498| AM0516 TEXAS GULF SULPHUR CO E STACK       APPROX. 9.4 KM 3274734.2 |
 AM0498|---------------------------------------------------------------------|
 AM0498
 AM0498                          SUPERSEDED SURVEY CONTROL
 AM0498
 AM0498  NAD 83(1986)-  28 39 53.03981(N)    095 50 14.39779(W) AD(       ) 2
 AM0498  NAD 27      -  28 39 52.07700(N)    095 50 13.52800(W) AD(       ) 2
 AM0498  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG       
 AM0498
 AM0498.Superseded values are not recommended for survey control.
 AM0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0498.See file dsdata.txt to determine how the superseded data were derived.
 AM0498
 AM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM2269574137(NAD 83)
 AM0498_MARKER: B = BOLT
 AM0498_SETTING: 0 = UNSPECIFIED SETTING
 AM0498
 AM0498  HISTORY     - Date     Condition        Report By
 AM0498  HISTORY     - 1883     MONUMENTED       CGS
 AM0498  HISTORY     - 1934     GOOD             CGS
 AM0498  HISTORY     - 1937     GOOD             TSI
 AM0498  HISTORY     - 1938     SEE DESCRIPTION  CGS
 AM0498  HISTORY     - 1966     GOOD             LOCENG
 AM0498  HISTORY     - 1969     GOOD             CGS
 AM0498  HISTORY     - 1978     GOOD             NGS
 AM0498
 AM0498                          STATION DESCRIPTION
 AM0498
 AM0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (REH)
 AM0498'ABOUT 12 MILES BELOW THE UPPER END OF MATAGORDA PENINSULA,
 AM0498'ON A SMALL HILL, 400 METERS FROM THE SHORE OF MATAGORDA BAY,
 AM0498'AND ON THE HIGHEST GROUND IN THIS LOCALITY.
 AM0498'
 AM0498'STATION IS MARKED BY A CROSS IN A BOLT OF LEAD IN THE TOP OF
 AM0498'A MARBLE POST 6-1/2 INCHES SQUARE AND 30 INCHES LONG, WITH THE
 AM0498'LETTERS U.S. ON THE TOP AND C.G.S. ON THE SIDES.  THE POST RESTS
 AM0498'ON THE SUBSURFACE MARK WHICH IS A CROSS IN A BOLT OF LEAD
 AM0498'IN THE TOP ONE OF SEVERAL LAYERS OF BRICKS SET IN CONCRETE.
 AM0498'AROUND THE POST TO THE LEVEL OF THE GROUND IS A PIER OF BRICK 2
 AM0498'FEET SQUARE.
 AM0498
 AM0498                          STATION RECOVERY (1934)
 AM0498
 AM0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0498'STATION IS LOCATED ABOUT 5 MILES SE FROM THE TOWN OF GULF,
 AM0498'ABOUT 8 MILES ESE FROM MATAGORDA, ON THE S SHORE OF MATAGORDA
 AM0498'BAY, AND ON MATAGORDA PENINSULA.  IT IS 400 METERS SE FROM BAY
 AM0498'SHORE, ON A LOW KNOLL LOCATED IN A MARSH EXTENDING NEARLY
 AM0498'TO THE GULF.
 AM0498'
 AM0498'STATION IS MARKED BY A 6-INCH SQUARE MARBLE POST SET IN BRICK
 AM0498'AND CONCRETE AND EXTENDING 18 INCHES ABOVE THE GROUND.  THERE IS
 AM0498'A DRILL HOLE FILLED WITH LEAD AND CENTER IS MARKED BY A BRASS
 AM0498'SCREW.
 AM0498'
 AM0498'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  THEY ARE BRONZE
 AM0498'DISKS SET IN THE TOPS OF CONCRETE POSTS.  REFERENCE MARK 1 IS
 AM0498'AT THE BAY SHORE.
 AM0498'
 AM0498'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--GULF
 AM0498'MUNICIPAL WATER TANK, 311 DEG 30 MIN.  N STACK OF THE TEXAS
 AM0498'GULF SULPHUR CO., 316 DEG 30 MIN.
 AM0498'
 AM0498'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AM0498
 AM0498                          STATION RECOVERY (1937)
 AM0498
 AM0498'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AM0498'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION GOOD.
 AM0498
 AM0498                          STATION RECOVERY (1938)
 AM0498
 AM0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AM0498'THIS STATION WAS NOT VISITED BY THIS PARTY.  THE OBSERVING
 AM0498'STAND USED IN 1934 WAS STANDING.  STATION WAS USED ONLY AS A
 AM0498'ROUGH CHECK FOR TOPOGRAPHIC TRAVERSE.
 AM0498
 AM0498                          STATION RECOVERY (1966)
 AM0498
 AM0498'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (RLA)
 AM0498'RECOVERED BY TEXACO.
 AM0498'
 AM0498'MARK IS IN GOOD CONDITION.  THE MARBLE SHAFT HAS ERODED
 AM0498'CONSIDERABLY DUE TO THE ACTION OF SALT WATER BUT IS STILL INTACT
 AM0498'AND USABLE.  NO SEARCH WAS MADE FOR REFERENCE MARKS.
 AM0498
 AM0498                          STATION RECOVERY (1969)
 AM0498
 AM0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0498'STATION NOT OCCUPIED
 AM0498'
 AM0498'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE
 AM0498'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1,
 AM0498'DESCRIBED AS BEING ON THE BAY SHORE, COULD NOT BE FOUND.  A
 AM0498'MORE COMPLETE DESCRIPTION FOLLOWS--
 AM0498'
 AM0498'THE STATION IS 8 MILES EAST-SOUTHEAST OF MATAGORDA, 9-3/4
 AM0498'MILES EAST-NORTHEAST OF THE MOUTH OF THE COLORADO RIVER, ON
 AM0498'THE BAY SIDE OF THE MATAGORDA PENINSULA ON THE WEST MOST POINT OF
 AM0498'A STRIP OF HARD GROUND THAT LEADS 1/4 MILE WEST INTO THE
 AM0498'MARSH FROM THE HIGH GROUND OF THE PENINSULA.
 AM0498'
 AM0498'TO REACH THE STATION FROM THE POST OFFICE IN MATAGORDA, GO
 AM0498'SOUTHERLY ON PAVED ROAD FOR 0.3 MILE TO A DRAW BRIDGE OVER THE
 AM0498'INTRACOASTAL WATERWAY, CROSS BRIDGE AND CONTINUE SOUTHERLY ON
 AM0498'PAVED ROAD FOR 6.45 MILES TO CATTLE GUARD AT THE END OF THE ROAD
 AM0498'AT THE GULF BEACH.  TURN LEFT AND DRIVE EAST-NORTHEAST ALONG
 AM0498'BEACH FOR 2.7 MILES TO A POINT WHERE A SLOUGH CUTS THROUGH
 AM0498'THE BEACH FROM BAY TO GULF.  WITH 4-WHEEL DRIVE TRUCK FORD
 AM0498'THIS SLOUGH AND CONTINUE ALONG BEACH FOR 4.95 MILES TO SQUARE
 AM0498'MOTT OF SALT CEDARS AND TRIANGULATION STATION ROW 1934 ON THE
 AM0498'LEFT.  CONTINUE EAST-NORTHEAST ALONG BEACH FOR 2.8 MILES TO
 AM0498'SLOUGH ON THE LEFT, TURN LEFT AND GO NORTHWESTERLY ALONG
 AM0498'SOUTHWEST SIDE OF SLOUGH 0.6 MILE TO THE END OF TRUCK
 AM0498'TRAVEL.  WALK WESTERLY THROUGH MARSH FOR ABOUT 0.15 MILE TO
 AM0498'STATION.
 AM0498'
 AM0498'THE STATION MARK IS A 6 INCH SQUARE MARBLE POST WITH LEAD
 AM0498'FILLED DRILL HOLE IN ITS TOP CENTER AND BRASS SCREW MARKING
 AM0498'CENTER POINT.  THE POST IS SET IN A BRICK AND CONCRETE FOUNDATION
 AM0498'AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  IT IS ON LOW KNOLL
 AM0498'AND NEAR METAL WITNESS POST WITH SIGN.
 AM0498'
 AM0498'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED WEST PT. NO. 2
 AM0498'1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 AM0498'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS AT THE CENTER OF
 AM0498'SLIGHT GRASSY HUMP THAT IS 15 FEET IN DIAMETER AND COMPLETELY
 AM0498'SURROUNDED BY WATER OF THE MARSH.
 AM0498'
 AM0498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 AM0498'EAST-SOUTHEAST OF MATAGORDA
 AM0498
 AM0498                          STATION RECOVERY (1978)
 AM0498
 AM0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0498'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 AM0498'CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.
 AM0498'REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 AM0498'DATE.  AN ADEQUATE CHECK WAS MADE IN MEASUREMENT TO REFERENCE
 AM0498'MARK 2.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AM0498'
 AM0498'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF
 AM0498'MATAGORDA, 9-3/4 MILES EAST-NORTHEAST OF THE MOUTH OF THE
 AM0498'COLORADO RIVER AND ON THE BAY SIDE OF THE MATAGORDA PENINSULA.
 AM0498'THE STATION IS PROPERTY OWNED BY THE QUINTANA PETROLEUM
 AM0498'CORPORATION, DRESSER TOWER SUITE 4008, CULLEN CENTER, HOUSTON,
 AM0498'TEXAS 77001, ATTENTION W. OSCAR NEUHAUS.
 AM0498'
 AM0498'TO REACH FROM THE POST OFFICE IN MATAGORDA, GO SOUTHERLY ON
 AM0498'PAVED ROAD FOR 0.3 MILE TO A DRAW BRIDGE OVER THE INTRACOASTAL
 AM0498'WATERWAY.  CROSS BRIDGE AND CONTINUE SOUTHERLY ON PAVED ROAD
 AM0498'FOR 6.45 MILES TO CATTLE GUARD AT GULF BEACH ENTRANCE.  TURN
 AM0498'LEFT AND GO EAST-NORTHEAST ALONG BEACH FOR 7.7 MILES TO STATION
 AM0498'ROW 2 ON THE LEFT.  CONTINUE EAST-NORTHEAST ALONG BEACH FOR
 AM0498'MILES TO A LOUGH ON THE LEFT.  TURN LEFT AND GO NORTHWESTERLY
 AM0498'ALONG SOUTHEAST SIDE OF SLOUGH FOR ABOUT 0.45 MILE TO THE
 AM0498'AZIMUTH MARK.  BEAR LEFT AND GO WESTERLY FOR 0.25 MILE TO THE
 AM0498'STATION.
 AM0498'
 AM0498'THE STATION IS A BRASS FOLT WITH CROSS ON TOP IN A LEAD
 AM0498'PLUG IN THE
 AM0498'TOP OF A 6-INCH BY 6-INCH GRANITE STONE SURROUNDED BY BRICKS
 AM0498'AND PROJECTING 13 INCHES ABOVE THE GROUND.  IT IS
 AM0498'3.9 FEET EAST-NORTHEAST FROM A METAL WITNESS POST.
 AM0498'
 AM0498'REFERENCE MARK 2 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0498'STAMPED---WEST PT NO 2 1934---,
 AM0498'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0498'SIDE PROJECTING 1 INCH ABOVE THE GROUND.  IT IS ON A GRASSY
 AM0498'HUMP THAT IS 15 FEET IN DIAMETER.
 AM0498'
 AM0498'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AM0498'STAMPED---WEST POINT 1883 NO 3 1978---,
 AM0498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0498'DIAMETER PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS
 AM0498'2.5 FEET WEST-NORTHWEST FROM A METAL WITNESS POST.
 AM0498'
 AM0498'AZIMUTH MARK IS A STANDARD NGS DISK
 AM0498'STAMPED---WEST POINT 1883 1978---,
 AM0498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0498'PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0498'2 FEET NORTHEAST FROM A METAL WITNESS POST.  THIS IS ON A
 AM0498'HIGHER AREA THAT WOULD BE NEAR WATER OR SWAMP AREA IN WET
 AM0498'WEATHER.
 AM0498'
 AM0498'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0501 ***********************************************************************
 AM0501  DESIGNATION -  WEST POINT 1883 AZ MK
 AM0501  PID         -  AM0501
 AM0501  STATE/COUNTY-  TX/MATAGORDA
 AM0501  USGS QUAD   -  DRESSING POINT (1973)
 AM0501
 AM0501                         *CURRENT SURVEY CONTROL
 AM0501  ___________________________________________________________________
 AM0501* NAD 83(1993)-  28 39 47.85691(N)    095 50 01.55179(W)     ADJUSTED  
 AM0501* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 AM0501  ___________________________________________________________________
 AM0501  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AM0501  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0501
 AM0501  HORZ ORDER  -  SECOND
 AM0501
 AM0501.The horizontal coordinates were established by classical geodetic methods
 AM0501.and adjusted by the National Geodetic Survey in February 1996..
 AM0501
 AM0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0501
 AM0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0501
 AM0501.The geoid height was determined by GEOID03.
 AM0501
 AM0501;                    North         East     Units Scale Factor Converg.
 AM0501;SPC TXSC     - 4,096,172.843   909,450.003   MT  0.99993142   +1 33 04.2
 AM0501;SPC TXSC     -13,438,860.40  2,983,753.88   sFT  0.99993142   +1 33 04.2
 AM0501;UTM  15      - 3,173,969.288   223,040.439   MT  1.00054675   -1 21 36.4
 AM0501
 AM0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0501!SPC TXSC     -   1.00000378  x   0.99993142  =   0.99993520
 AM0501!UTM  15      -   1.00000378  x   1.00054675  =   1.00055053
 AM0501
 AM0501                          SUPERSEDED SURVEY CONTROL
 AM0501
 AM0501  NAD 83(1986)-  28 39 47.86531(N)    095 50 01.53281(W) AD(       ) 2
 AM0501  NAD 27      -  28 39 46.90222(N)    095 50 00.66340(W) AD(       ) 2
 AM0501  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 AM0501
 AM0501.Superseded values are not recommended for survey control.
 AM0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0501.See file dsdata.txt to determine how the superseded data were derived.
 AM0501
 AM0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM2304073969(NAD 83)
 AM0501_MARKER: DZ = AZIMUTH MARK DISK
 AM0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0501+STABILITY: SURFACE MOTION
 AM0501
 AM0501  HISTORY     - Date     Condition        Report By
 AM0501  HISTORY     - 1978     MONUMENTED       NGS
 AM0501
 AM0501                          STATION DESCRIPTION
 AM0501
 AM0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0501'THE STATION IS LOCATED ABOUT 9-3/4 MILES EAST-NORTHEAST OF
 AM0501'THE MOUTH OF THE COLORADO RIVER, 8 MILES EAST-SOUTHEAST OF
 AM0501'MATAGORDA, ON THE BAY SIDE OF MATAGORDA PENINSULA, AND ON
 AM0501'PROPERTY OWNED BY QUINTANA PETROLEUM CORPORTATION, DRESSER
 AM0501'TOWER SUITE 4008, CULLEN CENTER, HOUSTON, TEXAS 77001,
 AM0501'ATTENTION W. OSCAR NEUHAUS.
 AM0501'
 AM0501'TO REACH FROM THE POST OFFICE IN MATAGORDA, GO SOUTHERLY ON
 AM0501'PAVED ROAD FOR 0.3 MILE TO A DRAW BRIDGE OVER THE INTRACOASTAL
 AM0501'WATERWAY.  CROSS BRIDGE AND CONTINUE SOUTHERLY ON PAVED ROAD
 AM0501'FOR 6.45 MILES TO A CATTLE GUARD AT GULF BEACH ENTRANCE.
 AM0501'TURN LEFT AND GO EAST-NORTHEAST ALONG BEACH FOR 7.7 MILES TO
 AM0501'STATION ROW 2 ON THE LEFT.  CONTINUE EAST-NORTHEAST ALONG
 AM0501'BEACH FOR 2.8 MILES TO A SLOUGH ON THE LEFT.  TURN LEFT AND GO
 AM0501'NORTHWESTERLY ALONG SOUTHWEST SIDE OF SLOUGH FOR ABOUT 0.45
 AM0501'MILE TO THE STATION.
 AM0501'
 AM0501'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AM0501'STAMPED---WEST POINT 1883 1978---,
 AM0501'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0501'DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0501'2 FEET NORTHEAST FROM A METAL WITNESS POST WITH SIGN.
 AM0501'
 AM0501'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0712 ***********************************************************************
 DQ0712  DESIGNATION -  WEST POINT MICROWAVE TOWER
 DQ0712  PID         -  DQ0712
 DQ0712  STATE/COUNTY-  TX/LYNN
 DQ0712  USGS QUAD   -  NEW MOORE (1969)
 DQ0712
 DQ0712                         *CURRENT SURVEY CONTROL
 DQ0712  ___________________________________________________________________
 DQ0712* NAD 83(1993)-  33 06 03.19975(N)    102 03 06.87179(W)     ADJUSTED  
 DQ0712* NAVD 88     -                                                        
 DQ0712  ___________________________________________________________________
 DQ0712  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DQ0712  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 DQ0712
 DQ0712  HORZ ORDER  -  THIRD
 DQ0712
 DQ0712.The horizontal coordinates were established by classical geodetic methods
 DQ0712.and adjusted by the National Geodetic Survey in February 1996..
 DQ0712
 DQ0712
 DQ0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0712
 DQ0712.The geoid height was determined by GEOID03.
 DQ0712
 DQ0712;                    North         East     Units Scale Factor Converg.
 DQ0712;SPC TXNC     - 2,164,644.406   268,546.266   MT  0.99987299   -1 56 13.9
 DQ0712;SPC TXNC     - 7,101,837.52    881,055.54   sFT  0.99987299   -1 56 13.9
 DQ0712;UTM  13      - 3,666,339.245   775,133.895   MT  1.00053345   +1 36 39.6
 DQ0712;UTM  14      - 3,666,616.656   215,173.545   MT  1.00060039   -1 40 04.1
 DQ0712
 DQ0712                          SUPERSEDED SURVEY CONTROL
 DQ0712
 DQ0712  NAD 83(1986)-  33 06 03.20871(N)    102 03 06.86384(W) AD(       ) 4
 DQ0712  NAD 27      -  33 06 02.87140(N)    102 03 05.24870(W) AD(       ) 3
 DQ0712
 DQ0712.Superseded values are not recommended for survey control.
 DQ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0712.See file dsdata.txt to determine how the superseded data were derived.
 DQ0712
 DQ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS7513466339(NAD 83)
 DQ0712_MARKER: 45 = MICROWAVE TOWER
 DQ0712
 DQ0712  HISTORY     - Date     Condition        Report By
 DQ0712  HISTORY     - 1968     FIRST OBSERVED   USGS
 DQ0712
 DQ0712                          STATION DESCRIPTION
 DQ0712
 DQ0712'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0712'THE STATION IS LOCATED 4.45 MILES SOUTH OF THE JUNCTION OF
 DQ0712'U.S. HIGHWAY 380 AND FARM TO MARKET ROAD 179 AT THE WEST POINT
 DQ0712'COTTON GIN.  THE STATION IS 632 FEET WEST OF ROAD 179.  THIS IS A
 DQ0712'POKAHAMBRO RURAL TELEPHONE CO-OP TOWER.
 DQ0712'
 DQ0712'STATION MARK--A 300 FOOT HIGH RED AND WHITE TRIANGULAR STEEL
 DQ0712'TRUSS ANTENNA.  POINT SIGHTED WAS THE CENTERLINE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0637 ***********************************************************************
 BN0637  DESIGNATION -  WEST RANCH RADIO KKB 323 MAST
 BN0637  PID         -  BN0637
 BN0637  STATE/COUNTY-  TX/BLANCO
 BN0637  USGS QUAD   -  HOWELL MOUNTAIN (1979)
 BN0637
 BN0637                         *CURRENT SURVEY CONTROL
 BN0637  ___________________________________________________________________
 BN0637* NAD 83(1993)-  30 26 59.48306(N)    098 28 31.71674(W)     ADJUSTED  
 BN0637* NAVD 88     -                                                        
 BN0637  ___________________________________________________________________
 BN0637  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 BN0637  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 BN0637
 BN0637  HORZ ORDER  -  THIRD
 BN0637
 BN0637.The horizontal coordinates were established by classical geodetic methods
 BN0637.and adjusted by the National Geodetic Survey in February 1996..
 BN0637
 BN0637
 BN0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0637
 BN0637.The geoid height was determined by GEOID03.
 BN0637
 BN0637;                    North         East     Units Scale Factor Converg.
 BN0637;SPC TX C     - 3,088,311.301   878,422.458   MT  0.99992775   +0 57 24.9
 BN0637;SPC TX C     -10,132,234.66  2,881,957.68   sFT  0.99992775   +0 57 24.9
 BN0637;UTM  14      - 3,368,751.619   550,359.660   MT  0.99963129   +0 15 57.0
 BN0637
 BN0637                          SUPERSEDED SURVEY CONTROL
 BN0637
 BN0637  NAD 83(1986)-  30 26 59.49435(N)    098 28 31.70220(W) AD(       ) 4
 BN0637  NAD 27      -  30 26 58.79700(N)    098 28 30.60600(W) AD(       ) 3
 BN0637
 BN0637.Superseded values are not recommended for survey control.
 BN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0637.See file dsdata.txt to determine how the superseded data were derived.
 BN0637
 BN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5036068752(NAD 83)
 BN0637_MARKER: 42 = RADIO/TV MAST
 BN0637
 BN0637  HISTORY     - Date     Condition        Report By
 BN0637  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0637
 BN0637                          STATION DESCRIPTION
 BN0637
 BN0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0637'THE STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF ROUND
 BN0637'MOUNTAIN, 6 MILES NORTH OF SANDY, IN THE RANCH YARD OF THE WEST
 BN0637'RANCH AND ABOUT 1100 FEET SOUTH-SOUTHEAST OF THE MAIN RANCH
 BN0637'HOUSE.
 BN0637'
 BN0637'THE MAST IS CONSTRUCTED OF STRUCTURAL STEEL AND IS PAINTED IN
 BN0637'ALTERNATE SECTIONS RED AND WHITE.  IT IS 400 FEET HIGH.  THE
 BN0637'POINT OBSERVED WAS THE TOP-CENTER OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0204 ***********************************************************************
 DN0204  DESIGNATION -  WEST RM 1
 DN0204  PID         -  DN0204
 DN0204  STATE/COUNTY-  TX/HUNT
 DN0204  USGS QUAD   -  FARMERSVILLE (1962)
 DN0204
 DN0204                         *CURRENT SURVEY CONTROL
 DN0204  ___________________________________________________________________
 DN0204* NAD 83(1986)-  33 09 01.     (N)    096 15 45.     (W)     SCALED    
 DN0204* NAVD 88     -       187.528  (meters)     615.25   (feet)  ADJUSTED  
 DN0204  ___________________________________________________________________
 DN0204  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0204  DYNAMIC HT  -         187.324 (meters)     614.58  (feet)  COMP
 DN0204  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 DN0204
 DN0204  VERT ORDER  -  SECOND    CLASS 0
 DN0204
 DN0204.The horizontal coordinates were scaled from a topographic map and have
 DN0204.an estimated accuracy of +/- 6 seconds.
 DN0204
 DN0204.The orthometric height was determined by differential leveling
 DN0204.and adjusted by the National Geodetic Survey in June 1991..
 DN0204
 DN0204.The geoid height was determined by GEOID03.
 DN0204
 DN0204.The dynamic height is computed by dividing the NAVD 88
 DN0204.geopotential number by the normal gravity value computed on the
 DN0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0204.degrees latitude (g = 980.6199 gals.).
 DN0204
 DN0204.The modeled gravity was interpolated from observed gravity values.
 DN0204
 DN0204;                    North         East    Units  Estimated Accuracy
 DN0204;SPC TXNC     - 2,166,740.      808,700.      MT  (+/- 180 meters Scaled)
 DN0204
 DN0204                          SUPERSEDED SURVEY CONTROL
 DN0204
 DN0204  NGVD 29 (??/??/92)  187.501  (m)          615.16   (f) ADJ UNCH    2 0
 DN0204
 DN0204.Superseded values are not recommended for survey control.
 DN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0204.See file dsdata.txt to determine how the superseded data were derived.
 DN0204
 DN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB553712(NAD 83)
 DN0204_MARKER: DR = REFERENCE MARK DISK
 DN0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0204_STAMPING: WEST NO 1 1950
 DN0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0204+STABILITY: SURFACE MOTION
 DN0204
 DN0204  HISTORY     - Date     Condition        Report By
 DN0204  HISTORY     - 1950     MONUMENTED       CGS
 DN0204  HISTORY     - 1954     GOOD             NGS
 DN0204  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0204
 DN0204                          STATION DESCRIPTION
 DN0204
 DN0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0204'1.05 MI W FROM FLOYD.
 DN0204'1.05 MILES WEST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0204'THE STATION SIGN AT FLOYD, 46 FEET SOUTH OF THE SOUTH RAIL, 38 FEET
 DN0204'NORTH OF THE CENTER LINE OF STATE HIGHWAY 24, 30 FEET EAST OF A
 DN0204'TELEPHONE POLE, 93.0 FEET NORTHEAST OF TRIANGULATION STATION WEST
 DN0204'1950, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DN0204'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DN0204
 DN0204                          STATION RECOVERY (1994)
 DN0204
 DN0204'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0202 ***********************************************************************
 DN0202  DESIGNATION -  WEST RM 2
 DN0202  PID         -  DN0202
 DN0202  STATE/COUNTY-  TX/HUNT
 DN0202  USGS QUAD   -  FARMERSVILLE (1962)
 DN0202
 DN0202                         *CURRENT SURVEY CONTROL
 DN0202  ___________________________________________________________________
 DN0202* NAD 83(1986)-  33 09 01.     (N)    096 15 45.     (W)     SCALED    
 DN0202* NAVD 88     -       187.453  (meters)     615.00   (feet)  ADJUSTED  
 DN0202  ___________________________________________________________________
 DN0202  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0202  DYNAMIC HT  -         187.249 (meters)     614.33  (feet)  COMP
 DN0202  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 DN0202
 DN0202  VERT ORDER  -  SECOND    CLASS 0
 DN0202
 DN0202.The horizontal coordinates were scaled from a topographic map and have
 DN0202.an estimated accuracy of +/- 6 seconds.
 DN0202
 DN0202.The orthometric height was determined by differential leveling
 DN0202.and adjusted by the National Geodetic Survey in June 1991..
 DN0202
 DN0202.The geoid height was determined by GEOID03.
 DN0202
 DN0202.The dynamic height is computed by dividing the NAVD 88
 DN0202.geopotential number by the normal gravity value computed on the
 DN0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0202.degrees latitude (g = 980.6199 gals.).
 DN0202
 DN0202.The modeled gravity was interpolated from observed gravity values.
 DN0202
 DN0202;                    North         East    Units  Estimated Accuracy
 DN0202;SPC TXNC     - 2,166,740.      808,700.      MT  (+/- 180 meters Scaled)
 DN0202
 DN0202                          SUPERSEDED SURVEY CONTROL
 DN0202
 DN0202  NGVD 29 (??/??/92)  187.426  (m)          614.91   (f) ADJ UNCH    2 0
 DN0202
 DN0202.Superseded values are not recommended for survey control.
 DN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0202.See file dsdata.txt to determine how the superseded data were derived.
 DN0202
 DN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB553712(NAD 83)
 DN0202_MARKER: DR = REFERENCE MARK DISK
 DN0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0202_STAMPING: WEST NO 2 1950
 DN0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0202+STABILITY: SURFACE MOTION
 DN0202
 DN0202  HISTORY     - Date     Condition        Report By
 DN0202  HISTORY     - 1950     MONUMENTED       CGS
 DN0202  HISTORY     - 1954     GOOD             NGS
 DN0202  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0202
 DN0202                          STATION DESCRIPTION
 DN0202
 DN0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0202'1.05 MI W FROM FLOYD.
 DN0202'1.05 MILES WEST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0202'THE STATION SIGN AT FLOYD, 113 FEET SOUTH OF THE SOUTH RAIL, 28 FEET
 DN0202'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 24, 122.0 FEET WEST OF
 DN0202'TRIANGULATION STATION WEST 1950, 16 FEET NORTH OF A FENCE, 3 FEET EAST
 DN0202'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 DN0202'WITH THE GROUND.
 DN0202
 DN0202                          STATION RECOVERY (1994)
 DN0202
 DN0202'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1245 ***********************************************************************
 BZ1245  DESIGNATION -  WEST STANDPIPE
 BZ1245  PID         -  BZ1245
 BZ1245  STATE/COUNTY-  TX/MCLENNAN
 BZ1245  USGS QUAD   -  WEST (1979)
 BZ1245
 BZ1245                         *CURRENT SURVEY CONTROL
 BZ1245  ___________________________________________________________________
 BZ1245* NAD 83(1993)-  31 48 04.97074(N)    097 05 38.61126(W)     ADJUSTED  
 BZ1245* NAVD 88     -                                                        
 BZ1245  ___________________________________________________________________
 BZ1245  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 BZ1245  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BZ1245
 BZ1245  HORZ ORDER  -  THIRD
 BZ1245
 BZ1245.The horizontal coordinates were established by classical geodetic methods
 BZ1245.and adjusted by the National Geodetic Survey in February 1996..
 BZ1245
 BZ1245
 BZ1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1245
 BZ1245.The geoid height was determined by GEOID03.
 BZ1245
 BZ1245;                    North         East     Units Scale Factor Converg.
 BZ1245;SPC TX C     - 3,241,118.898 1,006,697.448   MT  0.99997901   +1 40 06.3
 BZ1245;SPC TX C     -10,633,570.92  3,302,806.54   sFT  0.99997901   +1 40 06.3
 BZ1245;SPC TXNC     - 2,015,830.379   733,147.867   MT  1.00010846   +0 46 00.5
 BZ1245;SPC TXNC     - 6,613,603.50  2,405,335.96   sFT  1.00010846   +0 46 00.5
 BZ1245;UTM  14      - 3,520,002.393   680,428.251   MT  1.00000151   +1 00 16.8
 BZ1245
 BZ1245                          SUPERSEDED SURVEY CONTROL
 BZ1245
 BZ1245  NAD 83(1986)-  31 48 04.97955(N)    097 05 38.59167(W) AD(       ) 4
 BZ1245  NAD 27      -  31 48 04.40400(N)    097 05 37.58500(W) AD(       ) 3
 BZ1245
 BZ1245.Superseded values are not recommended for survey control.
 BZ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1245.See file dsdata.txt to determine how the superseded data were derived.
 BZ1245
 BZ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8042820002(NAD 83)
 BZ1245_MARKER: 52 = STANDPIPE TANK
 BZ1245
 BZ1245  HISTORY     - Date     Condition        Report By
 BZ1245  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1245  HISTORY     - 1935     GOOD             CGS
 BZ1245  HISTORY     - 1940     GOOD             TSI
 BZ1245  HISTORY     - 1948     GOOD             CGS
 BZ1245  HISTORY     - 19910511 GOOD             USPSQD
 BZ1245  HISTORY     - 19950715 GOOD             USPSQD
 BZ1245  HISTORY     - 20010317 GOOD             USPSQD
 BZ1245  HISTORY     - 20040110 GOOD             USPSQD
 BZ1245
 BZ1245                          STATION DESCRIPTION
 BZ1245
 BZ1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1245'THIS INTERSECTION STATION IS THE STANDPIPE OF THE CITY WATER
 BZ1245'SUPPLY IN THE TOWN OF WEST.  IT IS 100 YARDS S OF THE CITY
 BZ1245'HALL, 60 FEET S OF THE WATER SUPPLY OFFICE BUILDING AND ABOUT
 BZ1245'75 FEET E OF THE CENTER OF THE STREET.  IT IS ABOUT 125 FEET
 BZ1245'HIGH, 20 FEET IN DIAMETER AND PAINTED ALUMINUM.  POINT OBSERVED
 BZ1245'UPON, RED LIGHT ON THE FINIAL OF THE APEX OF THE ROOF.
 BZ1245
 BZ1245                          STATION RECOVERY (1935)
 BZ1245
 BZ1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1245'THIS IS THE STANDPIPE OF THE WEST CITY WATER WORKS.  IT IS
 BZ1245'STILL STANDING UNCHANGED SINCE 1919.
 BZ1245
 BZ1245                          STATION RECOVERY (1940)
 BZ1245
 BZ1245'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 BZ1245'STATION RECOVERED.
 BZ1245
 BZ1245                          STATION RECOVERY (1948)
 BZ1245
 BZ1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1245'THE STATION IS LOCATED IN THE TOWN OF WEST ABOUT 200 YARDS WEST
 BZ1245'OF THE POST OFFICE AND JUST WEST OF THE INTERURBAN TRACKS.
 BZ1245'
 BZ1245'THE STANDPIPE IS OF STEEL CONSTRUCTION, 100 FEET HIGH, 20 FEET
 BZ1245'IN DIAMETER AND IS PAINTED SILVER.
 BZ1245'
 BZ1245'THE POINT INTERSECTED WAS THE APEX OF THE TOP OF THE STANDPIPE.
 BZ1245
 BZ1245                          STATION RECOVERY (1991)
 BZ1245
 BZ1245'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1245'RECOVERED IN GOOD CONDITION.
 BZ1245
 BZ1245                          STATION RECOVERY (1995)
 BZ1245
 BZ1245'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1245'RECOVERED IN GOOD CONDITION.
 BZ1245
 BZ1245                          STATION RECOVERY (2001)
 BZ1245
 BZ1245'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1245'RECOVERED IN GOOD CONDITION.
 BZ1245
 BZ1245                          STATION RECOVERY (2004)
 BZ1245
 BZ1245'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1043 ***********************************************************************
 CT1043  DESIGNATION -  WEST TANK
 CT1043  PID         -  CT1043
 CT1043  STATE/COUNTY-  TX/STEPHENS
 CT1043  USGS QUAD   -  BRECKENRIDGE (1958)
 CT1043
 CT1043                         *CURRENT SURVEY CONTROL
 CT1043  ___________________________________________________________________
 CT1043* NAD 83(1993)-  32 45 26.61368(N)    098 55 46.65266(W)     ADJUSTED  
 CT1043* NAVD 88     -       413.4    (meters)    1356.     (feet)  VERTCON   
 CT1043  ___________________________________________________________________
 CT1043  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CT1043  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT1043
 CT1043  HORZ ORDER  -  THIRD
 CT1043
 CT1043.The horizontal coordinates were established by classical geodetic methods
 CT1043.and adjusted by the National Geodetic Survey in February 1996..
 CT1043
 CT1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1043
 CT1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1043
 CT1043.The geoid height was determined by GEOID03.
 CT1043
 CT1043;                    North         East     Units Scale Factor Converg.
 CT1043;SPC TXNC     - 2,121,032.788   559,745.284   MT  0.99988573   -0 14 03.5
 CT1043;SPC TXNC     - 6,958,755.07  1,836,430.99   sFT  0.99988573   -0 14 03.5
 CT1043;UTM  14      - 3,624,394.187   506,592.004   MT  0.99960054   +0 02 17.1
 CT1043
 CT1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1043!SPC TXNC     -   0.99993969  x   0.99988573  =   0.99982543
 CT1043!UTM  14      -   0.99993969  x   0.99960054  =   0.99954026
 CT1043
 CT1043:                Primary Azimuth Mark                     Grid Az
 CT1043:SPC TXNC     -  BRECKENRIDGE TANK                        084 58 20.9
 CT1043:UTM  14      -  BRECKENRIDGE TANK                        084 42 00.3
 CT1043
 CT1043|---------------------------------------------------------------------|
 CT1043| PID    Reference Object                     Distance      Geod. Az  |
 CT1043|                                                           dddmmss.s |
 CT1043| CT1042 BRECKENRIDGE TANK                   APPROX. 3.7 KM 0844417.4 |
 CT1043|---------------------------------------------------------------------|
 CT1043
 CT1043                          SUPERSEDED SURVEY CONTROL
 CT1043
 CT1043  NAD 83(1993)-  32 45 26.61562(N)    098 55 46.65271(W) AD(       ) 3
 CT1043  NAD 83(1986)-  32 45 26.61483(N)    098 55 46.65421(W) AD(       ) 3
 CT1043  NAD 27      -  32 45 26.17241(N)    098 55 45.40868(W) AD(       ) 3
 CT1043  NGVD 29 (07/19/86)  413.3    (m)         1356.     (f) VERT ANG       
 CT1043
 CT1043.Superseded values are not recommended for survey control.
 CT1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1043.See file dsdata.txt to determine how the superseded data were derived.
 CT1043
 CT1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB0659224394(NAD 83)
 CT1043_MARKER: DD = SURVEY DISK
 CT1043_SETTING: 0 = UNSPECIFIED SETTING
 CT1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1043
 CT1043  HISTORY     - Date     Condition        Report By
 CT1043  HISTORY     - 1955     MONUMENTED       USGS
 CT1043  HISTORY     - 1960     GOOD             USGS
 CT1043  HISTORY     - 1967     GOOD             USGS
 CT1043
 CT1043                          STATION DESCRIPTION
 CT1043
 CT1043'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CT1043'STATION IS LOCATED AT THE WESTERN EDGE OF BRECKENRIDGE AND ABOUT 0.1
 CT1043'MI. N. OF U.S. HIGHWAY 180.  STATION IS ON THE SE. POINT OF A HIGH
 CT1043'HILL OVERLOOKING BRECKENRIDGE, AT THE APPROXIMATE CENTER OF THE TOP
 CT1043'OF A WATER TANK 89 FT. IN DIAMETER PAINTED SILVER.
 CT1043'
 CT1043'TO REACH FROM BRECKENRIDGE AT THE JUNCTION OF U.S. HIGHWAYS 180 AND
 CT1043'183, GO W. ALONG U.S. HIGHWAY 180 1.7 MI. TO A JUNCTION WITH A DIRT
 CT1043'RD. N. UP STEEP HILL, PROCEED N. ALONG DIRT RD. TO TOP OF S. RIM OF
 CT1043'HILL AND STATION.
 CT1043'
 CT1043'STATION RECOVERED IN GOOD CONDITION.
 CT1043'
 CT1043'STATION MARK--STANDARD BRONZE TABLET WELDED TO TOP OF WATER TANK.
 CT1043'EDGE OF TABLET IS 1 IN. NE. OF THE EDGE OF A STAND PIPE, 8 IN. IN
 CT1043'DIAMETER, WHICH PROJECTS FROM THE APPROXIMATE CENTER OF THE TOP OF
 CT1043'THE TANK.  TABLET IS STAMPED ---WEST TANK 1955--- (STATION MARK IS
 CT1043'26.8 FT. ABOVE GROUND LEVEL).
 CT1043'
 CT1043'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE DISK SET IN TOP OF
 CT1043'CONCRETE POST AND PROJECTING 0.2 FT. ABOVE GROUND, STAMPED ---WEST
 CT1043'TANK RM NO. 1---, 224.94 FT. FROM STATION MARK, N 86 DEG 16 MIN E.
 CT1043'
 CT1043'REFERENCE MARK NO. 2--CENTER OF PRIVATE RADIO TOWER APPROXIMATELY
 CT1043'200 FT. HIGH, AT POINT WHERE STEEL TOWER IS ATTACHED TO CONCRETE
 CT1043'BASE, APPROXIMATELY 2.5 FT. ABOVE GROUND, 230.39 FT. FROM STATION
 CT1043'MARK, S 00 DEG 16 MIN E.
 CT1043
 CT1043                          STATION RECOVERY (1967)
 CT1043
 CT1043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CT1043'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1249 ***********************************************************************
 BZ1249  DESIGNATION -  WEST TANK ON TOP COTTON MILL
 BZ1249  PID         -  BZ1249
 BZ1249  STATE/COUNTY-  TX/MCLENNAN
 BZ1249  USGS QUAD   -  WEST (1979)
 BZ1249
 BZ1249                         *CURRENT SURVEY CONTROL
 BZ1249  ___________________________________________________________________
 BZ1249* NAD 83(1993)-  31 48 03.38981(N)    097 05 26.38444(W)     ADJUSTED  
 BZ1249* NAVD 88     -                                                        
 BZ1249  ___________________________________________________________________
 BZ1249  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 BZ1249  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ1249
 BZ1249  HORZ ORDER  -  THIRD
 BZ1249
 BZ1249.The horizontal coordinates were established by classical geodetic methods
 BZ1249.and adjusted by the National Geodetic Survey in February 1996..
 BZ1249
 BZ1249
 BZ1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1249
 BZ1249.The geoid height was determined by GEOID03.
 BZ1249
 BZ1249;                    North         East     Units Scale Factor Converg.
 BZ1249;SPC TX C     - 3,241,079.594 1,007,020.344   MT  0.99997891   +1 40 12.6
 BZ1249;SPC TX C     -10,633,441.97  3,303,865.91   sFT  0.99997891   +1 40 12.6
 BZ1249;SPC TXNC     - 2,015,785.994   733,470.147   MT  1.00010863   +0 46 07.1
 BZ1249;SPC TXNC     - 6,613,457.88  2,406,393.31   sFT  1.00010863   +0 46 07.1
 BZ1249;UTM  14      - 3,519,959.351   680,750.678   MT  1.00000294   +1 00 23.2
 BZ1249
 BZ1249                          SUPERSEDED SURVEY CONTROL
 BZ1249
 BZ1249  NAD 83(1986)-  31 48 03.39853(N)    097 05 26.36497(W) AD(       ) 4
 BZ1249  NAD 27      -  31 48 02.82300(N)    097 05 25.35600(W) AD(       ) 3
 BZ1249
 BZ1249.Superseded values are not recommended for survey control.
 BZ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1249.See file dsdata.txt to determine how the superseded data were derived.
 BZ1249
 BZ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8075119959(NAD 83)
 BZ1249_MARKER: 53 = ELEVATED TANK
 BZ1249
 BZ1249  HISTORY     - Date     Condition        Report By
 BZ1249  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1249  HISTORY     - 1935     GOOD             CGS
 BZ1249  HISTORY     - 1948     GOOD             CGS
 BZ1249  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 BZ1249
 BZ1249                          STATION DESCRIPTION
 BZ1249
 BZ1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1249'THIS TANK ON THE TOP OF A BRICK COTTON OIL MILL IS LOCATED
 BZ1249'IN THE BUSINESS DISTRICT OF WEST.  IT IS STILL STANDING
 BZ1249'UNCHANGED SINCE 1919.
 BZ1249
 BZ1249                          STATION RECOVERY (1948)
 BZ1249
 BZ1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1249'THE STATION IS LOCATED IN THE TOWN OF WEST ABOUT 200 YARDS EAST
 BZ1249'OF THE POST OFFICE AND 20 FEET SOUTH OF A LARGE RED BRICK BUILDING.
 BZ1249'
 BZ1249'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH, FOUR-LEGGED,
 BZ1249'25 FEET SQUARE AT THE BASE AND PAINTED SILVER.
 BZ1249'
 BZ1249'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 BZ1249
 BZ1249                          STATION RECOVERY (1991)
 BZ1249
 BZ1249'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1148 ***********************************************************************
 CT1148  DESIGNATION -  WEST TEX DRILLING CO RAD MAST
 CT1148  PID         -  CT1148
 CT1148  STATE/COUNTY-  TX/TAYLOR
 CT1148  USGS QUAD   -  VIEW (1984)
 CT1148
 CT1148                         *CURRENT SURVEY CONTROL
 CT1148  ___________________________________________________________________
 CT1148* NAD 83(1993)-  32 17 43.27277(N)    099 57 11.10865(W)     ADJUSTED  
 CT1148* NAVD 88     -                                                        
 CT1148  ___________________________________________________________________
 CT1148  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 CT1148  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CT1148
 CT1148  HORZ ORDER  -  THIRD
 CT1148
 CT1148.The horizontal coordinates were established by classical geodetic methods
 CT1148.and adjusted by the National Geodetic Survey in February 1996..
 CT1148
 CT1148
 CT1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1148
 CT1148.The geoid height was determined by GEOID03.
 CT1148
 CT1148;                    North         East     Units Scale Factor Converg.
 CT1148;SPC TXNC     - 2,070,662.894   463,145.303   MT  0.99995907   -0 47 33.0
 CT1148;SPC TXNC     - 6,793,499.84  1,519,502.55   sFT  0.99995907   -0 47 33.0
 CT1148;UTM  14      - 3,573,572.958   410,263.945   MT  0.99969930   -0 30 33.3
 CT1148
 CT1148                          SUPERSEDED SURVEY CONTROL
 CT1148
 CT1148  NAD 83(1986)-  32 17 43.28004(N)    099 57 11.09612(W) AD(       ) 4
 CT1148  NAD 27      -  32 17 42.81100(N)    099 57 09.76900(W) AD(       ) 3
 CT1148
 CT1148.Superseded values are not recommended for survey control.
 CT1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1148.See file dsdata.txt to determine how the superseded data were derived.
 CT1148
 CT1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1026473573(NAD 83)
 CT1148_MARKER: 42 = RADIO/TV MAST
 CT1148
 CT1148  HISTORY     - Date     Condition        Report By
 CT1148  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1148
 CT1148                          STATION DESCRIPTION
 CT1148
 CT1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1148'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS APPROXIMATELY
 CT1148'6 MILES SOUTHWEST OF VIEW AND 2-1/2 MILES WEST OF U.S. HIGHWAY
 CT1148'277, ON A HIGH MESA.
 CT1148'
 CT1148'THE MAST IS A GUYED STEEL STRUCTURE WITH A LARGE CROSS ANTENNA
 CT1148'ON THE TOP AND IS 170 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6577 ***********************************************************************
 AW6577  DESIGNATION -  WEST UNIVERSITY PLACE N TANK
 AW6577  PID         -  AW6577
 AW6577  STATE/COUNTY-  TX/HARRIS
 AW6577  USGS QUAD   -  BELLAIRE (1995)
 AW6577
 AW6577                         *CURRENT SURVEY CONTROL
 AW6577  ___________________________________________________________________
 AW6577* NAD 83(1993)-  29 43 42.83175(N)    095 25 20.83059(W)     ADJUSTED  
 AW6577* NAVD 88     -                                                        
 AW6577  ___________________________________________________________________
 AW6577  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6577  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6577
 AW6577  HORZ ORDER  -  THIRD
 AW6577
 AW6577.The horizontal coordinates were established by classical geodetic methods
 AW6577.and adjusted by the National Geodetic Survey in February 1996..
 AW6577
 AW6577
 AW6577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6577
 AW6577.The geoid height was determined by GEOID03.
 AW6577
 AW6577;                    North         East     Units Scale Factor Converg.
 AW6577;SPC TXSC     - 4,215,336.060   946,026.553   MT  0.99988676   +1 45 09.7
 AW6577;SPC TXSC     -13,829,815.06  3,103,755.45   sFT  0.99988676   +1 45 09.7
 AW6577;UTM  15      - 3,291,165.916   265,691.080   MT  1.00027744   -1 12 06.6
 AW6577
 AW6577                          SUPERSEDED SURVEY CONTROL
 AW6577
 AW6577  NAD 83(1986)-  29 43 42.84607(N)    095 25 20.81178(W) AD(       ) 4
 AW6577  NAD 27      -  29 43 42.02087(N)    095 25 20.02729(W) AD(       ) 3
 AW6577
 AW6577.Superseded values are not recommended for survey control.
 AW6577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6577.See file dsdata.txt to determine how the superseded data were derived.
 AW6577
 AW6577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6569191166(NAD 83)
 AW6577_MARKER: 53 = ELEVATED TANK
 AW6577
 AW6577  HISTORY     - Date     Condition        Report By
 AW6577  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6577  HISTORY     - 1963     GOOD             CGS
 AW6577  HISTORY     - 1968     GOOD             CGS
 AW6577  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW6577  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW6577
 AW6577                          STATION DESCRIPTION
 AW6577
 AW6577'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6577'THIS INTERSECTION STATION IS SW OF HOUSTON, JUST N OF WEST
 AW6577'UNIVERSITY PLACE, 200 FEET S OF THE S.A. AND A.P. RAILROAD
 AW6577'TRACKS, AND 90 FEET W OF RICHMOND ROAD.  THE TANK AND 6-LEG
 AW6577'TRUSSWORK SUPPORTING TOWER ARE BUILT OF STEEL, PAINTED ALUMINUM.
 AW6577'IT IS ABOUT 150 FEET HIGH AND WAS BUILT IN 1939.  THE POINT
 AW6577'LOCATED WAS A BALL CENTERED AT THE APEX OF THE CONICAL ROOF OF
 AW6577'THE TANK.
 AW6577
 AW6577                          STATION RECOVERY (1963)
 AW6577
 AW6577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6577'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING--
 AW6577'IT IS 100 FEET SOUTHWEST OF THE INTERSECTION OF WAKE FOREST
 AW6577'AND MILFORD STREETS, ADJACENT TO WEST UNIVERSITY PLACE LITTLE
 AW6577'LEAGUE BALL PARK AND COCO COLA BOTTLING CO.  THE SIDE OF THE
 AW6577'TANK HAS THE REGISTERED TRADE MARK OF COCA COLA PAINTED ON IT,
 AW6577'ALSO A NEON SIGN OF SAME.
 AW6577
 AW6577                          STATION RECOVERY (1968)
 AW6577
 AW6577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6577'THE STATION WAS RECOVERED AS DESCRIBED BY R.W.T. IN 1963.
 AW6577
 AW6577                          STATION RECOVERY (1991)
 AW6577
 AW6577'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW6577'MARK NOT FOUND.
 AW6577
 AW6577                          STATION RECOVERY (1993)
 AW6577
 AW6577'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6585 ***********************************************************************
 AW6585  DESIGNATION -  WEST UNIVERSITY PLACE S TANK
 AW6585  PID         -  AW6585
 AW6585  STATE/COUNTY-  TX/HARRIS
 AW6585  USGS QUAD   -  BELLAIRE (1995)
 AW6585
 AW6585                         *CURRENT SURVEY CONTROL
 AW6585  ___________________________________________________________________
 AW6585* NAD 83(1993)-  29 42 17.55234(N)    095 26 04.21198(W)     ADJUSTED  
 AW6585* NAVD 88     -                                                        
 AW6585  ___________________________________________________________________
 AW6585  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6585  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6585
 AW6585  HORZ ORDER  -  THIRD
 AW6585
 AW6585.The horizontal coordinates were established by classical geodetic methods
 AW6585.and adjusted by the National Geodetic Survey in February 1996..
 AW6585
 AW6585
 AW6585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6585
 AW6585.The geoid height was determined by GEOID03.
 AW6585
 AW6585;                    North         East     Units Scale Factor Converg.
 AW6585;SPC TXSC     - 4,212,676.147   944,941.413   MT  0.99988402   +1 44 48.4
 AW6585;SPC TXSC     -13,821,088.33  3,100,195.29   sFT  0.99988402   +1 44 48.4
 AW6585;UTM  15      - 3,288,564.433   264,469.817   MT  1.00028452   -1 12 25.0
 AW6585
 AW6585                          SUPERSEDED SURVEY CONTROL
 AW6585
 AW6585  NAD 83(1986)-  29 42 17.56652(N)    095 26 04.19310(W) AD(       ) 4
 AW6585  NAD 27      -  29 42 16.73958(N)    095 26 03.40842(W) AD(       ) 3
 AW6585
 AW6585.Superseded values are not recommended for survey control.
 AW6585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6585.See file dsdata.txt to determine how the superseded data were derived.
 AW6585
 AW6585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6447088564(NAD 83)
 AW6585_MARKER: 53 = ELEVATED TANK
 AW6585
 AW6585  HISTORY     - Date     Condition        Report By
 AW6585  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6585  HISTORY     - 1963     GOOD             CGS
 AW6585  HISTORY     - 1968     GOOD             CGS
 AW6585  HISTORY     - 19931030 GOOD             USPSQD
 AW6585  HISTORY     - 20040326 GOOD             USPSQD
 AW6585
 AW6585                          STATION DESCRIPTION
 AW6585
 AW6585'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6585'THIS INTERSECTION STATION IS LOCATED ABOUT 5 MILES SW OF
 AW6585'HOUSTON, 0.7 MILE S OF THE WEST UNIVERSITY PLACE, 170 PACES
 AW6585'S OF BELLAIRE BOULEVARD, AND 60 PACES S OF A SHELL OIL COMPANY
 AW6585'BUILDING.  THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER ARE
 AW6585'BUILT OF STEEL, PAINTED ALUMINUM.  IT WAS BUILT IN 1939 AND IS
 AW6585'ABOUT 151 FEET HIGH, AND IS OWNED BY THE CITY OF WEST UNIVERSITY
 AW6585'PLACE.  THE POINT LOCATED WAS A BALL CENTERED AT THE APEX
 AW6585'OF THE CONICAL ROOF OF THE TANK.
 AW6585
 AW6585                          STATION RECOVERY (1963)
 AW6585
 AW6585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6585'STATION RECOVERED AS DESCRIBED.
 AW6585
 AW6585                          STATION RECOVERY (1968)
 AW6585
 AW6585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6585'THE STATION WAS RECOVERED AS DESCRIBED BY F.B.Q. IN 1942.
 AW6585
 AW6585                          STATION RECOVERY (1993)
 AW6585
 AW6585'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6585'RECOVERED IN GOOD CONDITION.
 AW6585
 AW6585                          STATION RECOVERY (2004)
 AW6585
 AW6585'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6613 ***********************************************************************
 AW6613  DESIGNATION -  WEST UNIVERSITY PLACE BAP CH
 AW6613  PID         -  AW6613
 AW6613  STATE/COUNTY-  TX/HARRIS
 AW6613  USGS QUAD   -  BELLAIRE (1995)
 AW6613
 AW6613                         *CURRENT SURVEY CONTROL
 AW6613  ___________________________________________________________________
 AW6613* NAD 83(1993)-  29 42 56.46720(N)    095 26 16.73235(W)     ADJUSTED  
 AW6613* NAVD 88     -                                                        
 AW6613  ___________________________________________________________________
 AW6613  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6613  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6613
 AW6613  HORZ ORDER  -  THIRD
 AW6613
 AW6613.The horizontal coordinates were established by classical geodetic methods
 AW6613.and adjusted by the National Geodetic Survey in February 1996..
 AW6613
 AW6613
 AW6613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6613
 AW6613.The geoid height was determined by GEOID03.
 AW6613
 AW6613;                    North         East     Units Scale Factor Converg.
 AW6613;SPC TXSC     - 4,213,863.428   944,568.567   MT  0.99988525   +1 44 42.3
 AW6613;SPC TXSC     -13,824,983.60  3,098,972.04   sFT  0.99988525   +1 44 42.3
 AW6613;UTM  15      - 3,289,769.833   264,158.526   MT  1.00028633   -1 12 32.6
 AW6613
 AW6613                          SUPERSEDED SURVEY CONTROL
 AW6613
 AW6613  NAD 83(1986)-  29 42 56.48143(N)    095 26 16.71352(W) AD(       ) 4
 AW6613  NAD 27      -  29 42 55.65428(N)    095 26 15.92839(W) AD(       ) 3
 AW6613
 AW6613.Superseded values are not recommended for survey control.
 AW6613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6613.See file dsdata.txt to determine how the superseded data were derived.
 AW6613
 AW6613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6415989770(NAD 83)
 AW6613_MARKER: 90 = CHURCH SPIRE
 AW6613
 AW6613  HISTORY     - Date     Condition        Report By
 AW6613  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6613  HISTORY     - 1991     GOOD             USPSQD
 AW6613  HISTORY     - 19931030 GOOD             USPSQD
 AW6613  HISTORY     - 20040325 GOOD             USPSQD
 AW6613
 AW6613                          STATION DESCRIPTION
 AW6613
 AW6613'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6613'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF THE CENTER OF HOUSTON
 AW6613'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF AMHERST AND AUDEN.
 AW6613'
 AW6613'THE SPIRE IS MADE OF METAL AND IS BLACK IN COLOR.  AT THE APEX OF THE
 AW6613'SPIRE ARE TWO SMALL DISKS AND ON TOP OF THE DISKS A SMALL SPIKE
 AW6613'PROJECTS VERTICALLY.  THE SPIRE SITS ATOP A BUILDING THAT IS MADE
 AW6613'OF TAN BRICK.  THE OVER-ALL HEIGHT IS APPROXIMATELY 60 FEET.
 AW6613'
 AW6613'THE POINT INTERSECTED WAS THE BASE OF THE SPIKE.
 AW6613
 AW6613                          STATION RECOVERY (1991)
 AW6613
 AW6613'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW6613'RECOVERED IN GOOD CONDITION.
 AW6613
 AW6613                          STATION RECOVERY (1993)
 AW6613
 AW6613'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6613'RECOVERED IN GOOD CONDITION.
 AW6613
 AW6613                          STATION RECOVERY (2004)
 AW6613
 AW6613'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1079 ***********************************************************************
 CU1079  DESIGNATION -  WESTBROOK METHODIST CH SPIRE
 CU1079  PID         -  CU1079
 CU1079  STATE/COUNTY-  TX/MITCHELL
 CU1079  USGS QUAD   -  WESTBROOK (1978)
 CU1079
 CU1079                         *CURRENT SURVEY CONTROL
 CU1079  ___________________________________________________________________
 CU1079* NAD 83(1993)-  32 21 30.21710(N)    101 00 53.84921(W)     ADJUSTED  
 CU1079* NAVD 88     -                                                        
 CU1079  ___________________________________________________________________
 CU1079  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CU1079  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CU1079
 CU1079  HORZ ORDER  -  THIRD
 CU1079
 CU1079.The horizontal coordinates were established by classical geodetic methods
 CU1079.and adjusted by the National Geodetic Survey in February 1996..
 CU1079
 CU1079
 CU1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1079
 CU1079.The geoid height was determined by GEOID03.
 CU1079
 CU1079;                    North         East     Units Scale Factor Converg.
 CU1079;SPC TXNC     - 2,079,539.926   363,318.313   MT  0.99994527   -1 22 17.9
 CU1079;SPC TXNC     - 6,822,623.91  1,191,986.83   sFT  0.99994527   -1 22 17.9
 CU1079;UTM  14      - 3,581,946.811   310,403.658   MT  1.00004330   -1 04 43.5
 CU1079
 CU1079                          SUPERSEDED SURVEY CONTROL
 CU1079
 CU1079  NAD 83(1986)-  32 21 30.22278(N)    101 00 53.84031(W) AD(       ) 4
 CU1079  NAD 27      -  32 21 29.79000(N)    101 00 52.42000(W) AD(       ) 3
 CU1079
 CU1079.Superseded values are not recommended for survey control.
 CU1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1079.See file dsdata.txt to determine how the superseded data were derived.
 CU1079
 CU1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA1040481947(NAD 83)
 CU1079_MARKER: 90 = CHURCH SPIRE
 CU1079
 CU1079  HISTORY     - Date     Condition        Report By
 CU1079  HISTORY     - 1909     FIRST OBSERVED   CGS
 CU1079
 CU1079                          STATION DESCRIPTION
 CU1079
 CU1079'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2185 ***********************************************************************
 BL2185  DESIGNATION -  WESTCOTT
 BL2185  PID         -  BL2185
 BL2185  STATE/COUNTY-  TX/SAN JACINTO
 BL2185  USGS QUAD   -  WESTCOTT (1976)
 BL2185
 BL2185                         *CURRENT SURVEY CONTROL
 BL2185  ___________________________________________________________________
 BL2185* NAD 83(1993)-  30 25 30.06054(N)    095 02 41.17098(W)     ADJUSTED  
 BL2185* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 BL2185  ___________________________________________________________________
 BL2185  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BL2185  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL2185
 BL2185  HORZ ORDER  -  THIRD
 BL2185
 BL2185.The horizontal coordinates were established by classical geodetic methods
 BL2185.and adjusted by the National Geodetic Survey in February 1996..
 BL2185
 BL2185.The orthometric height was scaled from a topographic map.
 BL2185
 BL2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2185
 BL2185.The geoid height was determined by GEOID03.
 BL2185
 BL2185;                    North         East     Units Scale Factor Converg.
 BL2185;SPC TX C     - 3,096,142.267 1,207,859.509   MT  0.99993199   +2 43 26.1
 BL2185;SPC TX C     -10,157,926.75  3,962,785.74   sFT  0.99993199   +2 43 26.1
 BL2185;UTM  15      - 3,367,657.294   303,612.022   MT  1.00007582   -1 02 09.0
 BL2185
 BL2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2185!SPC TX C     -   0.99999632  x   0.99993199  =   0.99992831
 BL2185!UTM  15      -   0.99999632  x   1.00007582  =   1.00007214
 BL2185
 BL2185:                Primary Azimuth Mark                     Grid Az
 BL2185:SPC TX C     -  CLEVELAND                                195 39 52.8
 BL2185:UTM  15      -  CLEVELAND                                199 25 27.9
 BL2185
 BL2185|---------------------------------------------------------------------|
 BL2185| PID    Reference Object                     Distance      Geod. Az  |
 BL2185|                                                           dddmmss.s |
 BL2185| BL2186 CLEVELAND                           APPROX. 9.8 KM 1982318.9 |
 BL2185| CV8610 WESTCOTT RM 1                        25.070 METERS 20133     |
 BL2185| CV8611 WESTCOTT RM 2                        14.009 METERS 28548     |
 BL2185|---------------------------------------------------------------------|
 BL2185
 BL2185                          SUPERSEDED SURVEY CONTROL
 BL2185
 BL2185  NAD 83(1986)-  30 25 30.07400(N)    095 02 41.15615(W) AD(       ) 3
 BL2185  NAD 27      -  30 25 29.32800(N)    095 02 40.39800(W) AD(       ) 3
 BL2185
 BL2185.Superseded values are not recommended for survey control.
 BL2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2185.See file dsdata.txt to determine how the superseded data were derived.
 BL2185
 BL2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0361267657(NAD 83)
 BL2185_MARKER: DS = TRIANGULATION STATION DISK
 BL2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2185
 BL2185  HISTORY     - Date     Condition        Report By
 BL2185  HISTORY     - 1952     MONUMENTED       CGS
 BL2185
 BL2185                          STATION DESCRIPTION
 BL2185
 BL2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2185'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHEAST OF CLEVELAND
 BL2185'AND 5.75 MILES SOUTHWEST OF SHEPHERD IN A DENSE GROWTH OF
 BL2185'TIMBER ON THE SAM HOUSTON NATIONAL FOREST.  IT IS 48.0 FEET
 BL2185'EAST OF THE CENTER OF A GRAVELED ROAD, 35.0 FEET NORTH OF
 BL2185'THE CENTER OF A WOODS ROAD AND 2.5 FEET EAST OF A WITNESS
 BL2185'POST.  IT PROJECTS 6 INCHES AND IS STAMPED WESTCOTT 1952.
 BL2185'
 BL2185'REFERENCE MARK NO. 1 IS 44.0 FEET SOUTH OF THE INTERSECTION
 BL2185'OF A GRAVELED ROAD AND A WOODS ROAD AND 28.0 FEET WEST OF
 BL2185'THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 6 INCHES AND
 BL2185'IS STAMPED WESTCOTT NO 1 1952.
 BL2185'
 BL2185'REFERENCE MARK NO. 2 IS 18.0 FEET EAST OF THE CENTER OF A
 BL2185'GRAVELED ROAD, PROJECTS 6 INCHES AND IS STAMPED WESTCOTT NO 2
 BL2185'1952.
 BL2185'
 BL2185'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 BL2185'MARK NO. 2 IS 90.10 FEET.
 BL2185'
 BL2185'NO AZIMUTH MARK WAS ESTABLISHED AS IT WAS IMPOSSIBLE TO
 BL2185'ESTABLISH ONE OF ANY VALUE DUE TO THE DENSITY OF THE TIMBER.
 BL2185'
 BL2185'TO REACH THE STATION FROM THE POST OFFICE IN CLEVELAND, GO
 BL2185'NORTH TWO BLOCKS, TURN LEFT AND GO WEST ACROSS THE RAILROAD
 BL2185'TRACKS TO U.S. HIGHWAY NO. 59.  HERE TURN RIGHT AND GO NORTH
 BL2185'ON U.S. HIGHWAY NO. 59 FOR 6.45 MILES TO A T ROAD LEFT AT
 BL2185'THE ENTRANCE TO THE SAM HOUSTON NATIONAL FOREST, TURN LEFT
 BL2185'AND GO WEST AND NORTHWEST ON A GRAVELED ROAD FOR 0.25 MILE
 BL2185'TO A CROSSROAD AND THE STATION IN THE NORTHWEST ANGLE AS
 BL2185'DESCRIBED.
 BL2185'
 BL2185'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3722 ***********************************************************************
 AW3722  DESIGNATION -  WESTERN
 AW3722  PID         -  AW3722
 AW3722  STATE/COUNTY-  TX/HARRIS
 AW3722  USGS QUAD   -  PARK PLACE (1995)
 AW3722
 AW3722                         *CURRENT SURVEY CONTROL
 AW3722  ___________________________________________________________________
 AW3722* NAD 83(1993)-  29 43 36.05699(N)    095 15 57.59948(W)     ADJUSTED  
 AW3722* NAVD 88     -        10.62   (+/-2cm)      34.8    (feet)  VERTCON   
 AW3722  ___________________________________________________________________
 AW3722  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW3722  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3722
 AW3722  HORZ ORDER  -  THIRD
 AW3722  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3722
 AW3722.The horizontal coordinates were established by classical geodetic methods
 AW3722.and adjusted by the National Geodetic Survey in February 1996..
 AW3722
 AW3722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3722.The vertical order pertains to the NGVD 29 superseded value.
 AW3722
 AW3722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3722
 AW3722.The geoid height was determined by GEOID03.
 AW3722
 AW3722;                    North         East     Units Scale Factor Converg.
 AW3722;SPC TXSC     - 4,215,600.609   961,160.591   MT  0.99988654   +1 49 45.6
 AW3722;SPC TXSC     -13,830,683.00  3,153,407.71   sFT  0.99988654   +1 49 45.6
 AW3722;UTM  15      - 3,290,650.025   280,823.906   MT  1.00019275   -1 07 26.7
 AW3722
 AW3722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3722!SPC TXSC     -   1.00000261  x   0.99988654  =   0.99988915
 AW3722!UTM  15      -   1.00000261  x   1.00019275  =   1.00019536
 AW3722
 AW3722|---------------------------------------------------------------------|
 AW3722| PID    Reference Object                     Distance      Geod. Az  |
 AW3722|                                                           dddmmss.s |
 AW3722| AW0988 WESTERN 2                           242.464 METERS 06548     |
 AW3722| AW6503 MAID                                430.468 METERS 1563849.5 |
 AW3722| AW6547 MAID                                430.626 METERS 1563917.9 |
 AW3722| AW3721 WESTERN RM 1                         25.033 METERS 18912     |
 AW3722| AW6500 1178 18.74 350R USE                 103.320 METERS 20439     |
 AW3722| AW3723 WESTERN RM 2                         18.453 METERS 27405     |
 AW3722|---------------------------------------------------------------------|
 AW3722
 AW3722                          SUPERSEDED SURVEY CONTROL
 AW3722
 AW3722  NAD 83(1986)-  29 43 36.07130(N)    095 15 57.57990(W) AD(       ) 3
 AW3722  NAD 27      -  29 43 35.25477(N)    095 15 56.81590(W) AD(       ) 3
 AW3722  NGVD 29 (??/??/92)   10.615  (m)           34.83   (f) ADJ UNCH    1 2
 AW3722
 AW3722.Superseded values are not recommended for survey control.
 AW3722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3722.See file dsdata.txt to determine how the superseded data were derived.
 AW3722
 AW3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8082490650(NAD 83)
 AW3722_MARKER: DS = TRIANGULATION STATION DISK
 AW3722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3722_STAMPING: WESTERN 1955
 AW3722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3722+STABILITY: SURFACE MOTION
 AW3722
 AW3722  HISTORY     - Date     Condition        Report By
 AW3722  HISTORY     - 1955     MONUMENTED       CGS
 AW3722  HISTORY     - 1959     GOOD             NGS
 AW3722  HISTORY     - 1964     MARK NOT FOUND   CGS
 AW3722  HISTORY     - 1964     SEE DESCRIPTION  TXHD
 AW3722  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3722  HISTORY     - 1966     SEE DESCRIPTION  CGS
 AW3722  HISTORY     - 19950624 GOOD             USPSQD
 AW3722
 AW3722                          STATION DESCRIPTION
 AW3722
 AW3722'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW3722'THE STATION IS LOCATED 3.5 MI. W-NW OF PASADENA, 325.0 FT.
 AW3722'N OF THE MEAN HIGH-WATERLINE OF THE HOUSTON SHIP CHANNEL,
 AW3722'APPROXIMATELY 820 FT. W OF THE W BOUNDARY FENCE OF THE DICKSON
 AW3722'GUN PLANT, AND ON PROPERTY OWNED BY THE CONSOLIDATED WESTERN
 AW3722'STEEL CORP.
 AW3722'
 AW3722'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE N ENTRANCE
 AW3722'TO THE WASHBURN TUNNEL, GO W ON CLINTON ROAD FOR 3.3 MI. TO
 AW3722'A ROAD S INTO THE W ENTRANCE INTO THE DICKSON GUN PLANT, TURN
 AW3722'LEFT FOR 0.1 MI. TO A DIM TRACK ROAD W THROUGH A LOCKED GATE,
 AW3722'PASS THROUGH THE LOCKED GATE FOR 100 FT., TURN LEFT ONTO A DIM
 AW3722'TRACK ROAD THROUGH A CATTLE-FEEDING AREA FOR 0.2 MI. TO AN
 AW3722'ABANDONED GRADED ROAD S, THENCE S ALONG THE ABANDONED ROAD
 AW3722'FOR 0.4 MI.  TO THE END OF THE GRADE.  FROM THE END OF THE
 AW3722'GRADE FOLLOW A DIM TRACK ROAD W AND S FOR 0.1 MI. TO
 AW3722'WHERE IT DIMINISHES, THENCE ACROSS COUNTY FOR 0.05 MI.
 AW3722'DIRECTLY TOWARD A TALL GRAIN ELEVATOR (STATION MAID)
 AW3722'ACROSS THE CHANNEL TO A SMALL LOW KNOLL AND THE STATION
 AW3722'SITE.
 AW3722'
 AW3722'THE STATION MARK, A STANDARD DISK, STAMPED WESTERN 1955 AND
 AW3722'SET IN A 12-IN. IN DIAMETER CONCRETE MONUMENT PROJECTING 0.3
 AW3722'FT. ABOVE GROUND, IS 476 FT. E OF A N-S
 AW3722'FENCE ALONG THE W SIDE OF A DITCH, 493 FT. S OF THE CENTER
 AW3722'OF A STEEL ELEVATED TANK ON A WOODEN TOWER, 325 FT. N OF
 AW3722'THE MEAN HIGH-WATERLINE OF THE CHANNEL, AND 1 FT. E OF A WITNESS
 AW3722'POST.
 AW3722'
 AW3722'REFERENCE MARK 1, A STANDARD DISK, STAMPED WESTERN 1955 R.M.
 AW3722'NO 1 AND SET IN A 12-IN. IN DIAMETER CONCRETE MONUMENT PROJECTING
 AW3722'0.3 FT., IS 243 FT. N OF THE MEAN HIGH-WATERLINE.
 AW3722'
 AW3722'REFERENCE MARK 2, A STANDARD DISK, STAMPED WESTERN 1955 R.M.
 AW3722'NO 2 AND SET IN A 12-IN. IN DIAMETER CONCRETE MONUMENT PROJECTING
 AW3722'0.3 FT. IS 725 FT. E OF THE N-S FENCE, AND 320 FT.
 AW3722'N OF THE MEAN HIGH-WATERLINE.
 AW3722'
 AW3722'1178+18.74 (350 R) (U.S.E.) IS SW OF THE STATION, ON THE
 AW3722'CHANNEL BANK.  IT IS A U.S.E. HARBOR SURVEY STANDARD DISK,
 AW3722'SET IN A 20-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AW3722'GROUND, AND STAMPED 1178+18.74 (350) (USE) 1948.
 AW3722'
 AW3722'STATIONS PORT AND MAID ARE BOTH VISIBLE FROM THE GROUND AND
 AW3722'CAN BE USED AS AZIMUTH STATIONS.
 AW3722'
 AW3722'HEIGHT OF LIGHT ABOVE STATION MARK - 30 M.
 AW3722
 AW3722                          STATION RECOVERY (1959)
 AW3722
 AW3722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW3722'2.55 MI SE FROM HOUSTON.
 AW3722'ABOUT 2.55 MILES SOUTHEAST ALONG THE NORTHEAST BANK OF THE HOUSTON
 AW3722'SHIP CHANNEL FROM THE U. S. CUSTOMHOUSE AT HOUSTON, ON THE NORTHEAST
 AW3722'SIDE OF THE HOUSTON SHIP CHANNEL TURNING BASIN, ABOUT 0.45 MILE
 AW3722'SOUTHWEST OF THE MOST SOUTHWESTERLY ONE OF A GROUP OF LARGE METAL
 AW3722'BUILDINGS AT THE DICKINSON GUN PLANT, 297 FEET NORTH OF THE HIGH WATER
 AW3722'LINE, ON THE CREST OF A SMALL HILL, 81 FEET NORTH OF WESTERN R.M.
 AW3722'NO.1, 57 FEET EAST OF WESTERN R.M. NO. 2, 2 FEET SOUTHEAST OF A WHITE
 AW3722'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 AW3722'INCHES.  NOTE-- A CONCRETE POST BEARING THE SHANK OF A DISK WAS FOUND
 AW3722'AT THE DESCRIBED LOCATION.  THE MARK IS BELIEVED TO HAVE BEEN
 AW3722'DESTROYED.  THE DISK WAS NOT RECOVERED.
 AW3722
 AW3722                          STATION RECOVERY (1964)
 AW3722
 AW3722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW3722'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A CONCRETE
 AW3722'POST BEARING THE SHANK OF A DISK WAS FOUND AT THE DESCRIBED
 AW3722'LOCATION OF THIS MARK.  THE MARK IS BELIEVED TO HAVE BEEN
 AW3722'DESTROYED.  THE DISK WAS NOT RECOVERED.
 AW3722'
 AW3722'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  A CONCRETE POST
 AW3722'BEARING THE SHANK OF A DISK WAS FOUND AT THE DESCRIBED LOCATION
 AW3722'OF THIS MARK.  THE DISK WAS NOT RECOVERED.
 AW3722'
 AW3722'R.M. 2 IS ABOUT 1.35 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE
 AW3722'NEW PORT TERMINAL BUILDING ON THE NORTHEAST SIDE OF THE
 AW3722'HOUSTON TURNING BASIN, THENCE 0.7 MILE SOUTHEAST ALONG
 AW3722'THE NORTHEAST BANK OF THE HOUSTON SHIP CHANNEL, ABOUT 153
 AW3722'YARDS EAST OF A FENCE, 267 FEET NORTH OF THE BANK OF THE
 AW3722'CHANNEL, 112-1/2 FEET NORTHWEST OF A LONE 10-INCH THORN TREE,
 AW3722'ON THE CREST OF A SLIGHT KNOLL, 1.0 FOOT WEST OF A METAL
 AW3722'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW3722'THE GROUND.
 AW3722
 AW3722                          STATION RECOVERY (1964)
 AW3722
 AW3722'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1964
 AW3722'SURFACE MARK HAS BEEN UPROOTED.  UNDERGROUND MARK IS IN PLACE.
 AW3722'STATION IS LOCATED ON PROPOSED HIGHWAY SITE.
 AW3722
 AW3722                          STATION RECOVERY (1964)
 AW3722
 AW3722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3722'MARK NOT FOUND.
 AW3722
 AW3722                          STATION RECOVERY (1966)
 AW3722
 AW3722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 AW3722'THE UNDER GROUND STATION MARK AND REFERENCE MARK NO. 2 WERE
 AW3722'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK AND
 AW3722'REFERENCE MARK NO. 1 WERE FOUND TO BE DESTROYED.  THE STATION
 AW3722'SITE WAS FOUND TO BE IN THE AREA WHERE THE FREEWAY (EAST
 AW3722'610) IS TO BE BUILT IN THE NEAR FUTURE.  A NEW TRIANGULATION
 AW3722'STATION WESTERN 2 WAS ESTABLISHED AND ITS POSITION DETERMINED
 AW3722'BY TRAVERSE FROM WESTERN, DISTANCE BEING 242.464 METERS,
 AW3722'(795.48 FEET) NORTHEAST TO WESTERN 2.
 AW3722'
 AW3722'NOTE--THE UNDER GROUND STATION MARK AND REFERENCE MARK NO. 2
 AW3722'WERE LEFT INTACT BUT WILL PROBABLY BE DESTROYED WHEN CONSTRUCTION
 AW3722'BEGINS FOR THE FREEWAY.
 AW3722
 AW3722                          STATION RECOVERY (1995)
 AW3722
 AW3722'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0988 ***********************************************************************
 AW0988  DESIGNATION -  WESTERN 2
 AW0988  PID         -  AW0988
 AW0988  STATE/COUNTY-  TX/HARRIS
 AW0988  USGS QUAD   -  PARK PLACE (1995)
 AW0988
 AW0988                         *CURRENT SURVEY CONTROL
 AW0988  ___________________________________________________________________
 AW0988* NAD 83(1993)-  29 43 39.28441(N)    095 15 49.37009(W)     ADJUSTED  
 AW0988* NAVD 88     -         7.16   (+/-2cm)      23.5    (feet)  VERTCON   
 AW0988  ___________________________________________________________________
 AW0988  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW0988  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0988
 AW0988  HORZ ORDER  -  THIRD
 AW0988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0988
 AW0988.The horizontal coordinates were established by classical geodetic methods
 AW0988.and adjusted by the National Geodetic Survey in February 1996..
 AW0988
 AW0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0988.The vertical order pertains to the NGVD 29 superseded value.
 AW0988
 AW0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0988
 AW0988.The geoid height was determined by GEOID03.
 AW0988
 AW0988;                    North         East     Units Scale Factor Converg.
 AW0988;SPC TXSC     - 4,215,706.984   961,378.443   MT  0.99988664   +1 49 49.6
 AW0988;SPC TXSC     -13,831,032.00  3,154,122.44   sFT  0.99988664   +1 49 49.6
 AW0988;UTM  15      - 3,290,745.064   281,047.017   MT  1.00019154   -1 07 22.7
 AW0988
 AW0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0988!SPC TXSC     -   1.00000315  x   0.99988664  =   0.99988979
 AW0988!UTM  15      -   1.00000315  x   1.00019154  =   1.00019469
 AW0988
 AW0988|---------------------------------------------------------------------|
 AW0988| PID    Reference Object                     Distance      Geod. Az  |
 AW0988|                                                           dddmmss.s |
 AW0988| AW0987 WESTERN 2 RM 3                       12.882 METERS 00056     |
 AW0988| AW6547 MAID                                497.323 METERS 1854953.0 |
 AW0988| AW6503 MAID                                497.157 METERS 1855003.5 |
 AW0988| AW0989 WESTERN 2 RM 4                       11.528 METERS 20352     |
 AW0988| AW3722 WESTERN                             242.464 METERS 24548     |
 AW0988| AW6556 WESTERN 3                           422.784 METERS 3235547.0 |
 AW0988| AW6555 WESTERN 3 1978 A POINT              406.231 METERS 3262342.0 |
 AW0988| AW0889 M 1185                              176.854 METERS 34704     |
 AW0988|---------------------------------------------------------------------|
 AW0988
 AW0988                          SUPERSEDED SURVEY CONTROL
 AW0988
 AW0988  NAD 83(1986)-  29 43 39.29857(N)    095 15 49.35083(W) AD(       ) 3
 AW0988  NAD 27      -  29 43 38.48319(N)    095 15 48.58714(W) AD(       ) 3
 AW0988  NGVD 29 (??/??/92)    7.16   (m)           23.5    (f) COMPUTED    2 0
 AW0988
 AW0988.Superseded values are not recommended for survey control.
 AW0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0988.See file dsdata.txt to determine how the superseded data were derived.
 AW0988
 AW0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8104790745(NAD 83)
 AW0988_MARKER: DS = TRIANGULATION STATION DISK
 AW0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0988_STAMPING: WESTERN 2 1966
 AW0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0988+STABILITY: SURFACE MOTION
 AW0988
 AW0988  HISTORY     - Date     Condition        Report By
 AW0988  HISTORY     - 1966     MONUMENTED       CGS
 AW0988  HISTORY     - 1973     GOOD             NGS
 AW0988  HISTORY     - 1978     GOOD             NGS
 AW0988  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0988  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW0988
 AW0988                          STATION DESCRIPTION
 AW0988
 AW0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 AW0988'THE STATION IS ABOUT 3.5 MILES WEST OF PASADENA, ABOUT 100 YARDS
 AW0988'NORTH OF THE NORTH BANK OF THE HOUSTON SHIP CHANNEL, AND ON PROPERTY
 AW0988'OF THE PORT TERMINAL.
 AW0988'
 AW0988'TO REACH STATION FROM THE CIRCLE AT THE NORTH END OF THE WASHBURN
 AW0988'TUNNEL, GO WEST ON CLINTON DRIVE 3.1 MILES TO A ROAD ENTRANCE ON
 AW0988'LEFT ABOUT 50 YARDS BEFORE REACHING NORTH CAROLINA STREET.  TURN
 AW0988'LEFT ACROSS RAILROAD TRACKS, GO 0.05 MILE TO THE DICKSON GUN PLANT.
 AW0988'KEEP TO THE RIGHT OF PLANT, PASS THROUGH A LOCKED GATE (KEY MAY BE
 AW0988'OBTAINED AT THE PORT TERMINAL), THENCE SOUTH ALONG THE WEST
 AW0988'SIDE OF FENCE WHICH SURROUNDS THE PLANT FOR 0.6 MILE TO AZIMUTH
 AW0988'MARK.  CONTINUE SOUTH 0.1 MILE TO THE STATION.
 AW0988'
 AW0988'STATION MARKS ARE STANDARD DISKS, STAMPED WESTERN 2 1966.  THE
 AW0988'SURFACE DISK IS SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH
 AW0988'PROJECTS ABOUT 1 INCH ABOVE SURFACE OF GROUND.  IT IS 312 FEET
 AW0988'NORTH OF THE SOUTHWEST CORNER OF FENCE AROUND THE PLANT, 3 FEET
 AW0988'WEST OF FENCE, AND 2.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 AW0988'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AW0988'CONCRETE 40 INCHES BELOW SURFACE OF GROUND.
 AW0988'
 AW0988'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED WESTERN 2 NO 3 1966
 AW0988'IS SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 4 INCHES
 AW0988'ABOVE GROUND.  IT IS 354 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 AW0988'FENCE, AND 1 FOOT WEST OF THE FENCE.
 AW0988'
 AW0988'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED WESTERN 2 NO 4 1966
 AW0988'IS SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 4 INCHES
 AW0988'ABOVE GROUND.  IT IS 19 FEET WEST OF THE FENCE, AND 1 FOOT EAST OF
 AW0988'A FENCE.
 AW0988'
 AW0988'AZIMUTH MARK, A STANDARD BENCH MARK DISK, STAMPED M 1185 1964 IS
 AW0988'SET ON A COPPER PIPE WHICH IS SURROUND BY A TILE FILLED WITH
 AW0988'CONCRETE WHICH PROJECTS 5 INCHES ABOVE GROUND.  IT IS 118 FEET WEST
 AW0988'OF THE WEST BOUNDARY FENCE OF THE DICKSON GUN PLANT, 4 FEET SOUTH
 AW0988'OF A POWER LINE POLE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 AW0988'
 AW0988'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 AW0988
 AW0988                          STATION RECOVERY (1973)
 AW0988
 AW0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0988'2.15 MI SE FROM HOUSTON.
 AW0988'ABOUT 1.95 MILES SOUTHEAST ALONG A PAVED ROAD (LOWER DOCK RD.) FROM
 AW0988'THE PORT TERMINAL BUILDING ON THE NORTHEAST SIDE OF THE HOUSTON
 AW0988'TURNING BASIN, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, ABOUT 0.2 MILE
 AW0988'EAST OF THE LOOP 610 FREEWAY BRIDGE OVER THE CHANNEL, ON THE WEST SIDE
 AW0988'OF A CHAIN LINK FENCE (SURROUNDING THE OLD DICKINSON GUN PLANT), 312
 AW0988'FEET NORTH OF THE SOUTH END OF A FENCE AND THE NORTH BANK OF THE
 AW0988'CHANNEL, 26 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 42.4 FEET
 AW0988'SOUTH OF WESTERN 2 RM 3, 37.8 FEET NORTH-NORTHEAST OF WESTERN 2 RM 4,
 AW0988'3 FEET WEST OF A CHAIN LINK FENCE, 2.8 FEET SOUTHWEST OF A METAL
 AW0988'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 AW0988
 AW0988                          STATION RECOVERY (1978)
 AW0988
 AW0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AW0988'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK BENCH
 AW0988'MARK M 1185 1964, WERE RECOVERED AND FOUND IN GOOD CONDITION.
 AW0988'
 AW0988'ALL MARKS WILL BE DESTROYED BY ROAD CONSTRUCTION TO THE HOUSTON
 AW0988'PORT TERMINAL.
 AW0988'
 AW0988'STATION WESTERN 3 WAS ESTABLISHED OUT OF CONSTRUCTION AREA AND
 AW0988'TRAVERSE TIE MADE BETWEEN THE TWO STATIONS.
 AW0988'
 AW0988'SEE DESCRIPTION TO WESTERN 3 1978.
 AW0988'
 AW0988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HOUSTON PORT
 AW0988'TERMINAL.
 AW0988
 AW0988                          STATION RECOVERY (1978)
 AW0988
 AW0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0988'NOT RECOVERED.  NOTE=A NEW ROAD HAS BEEN BUILT.
 AW0988
 AW0988                          STATION RECOVERY (1995)
 AW0988
 AW0988'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0987 ***********************************************************************
 AW0987  DESIGNATION -  WESTERN 2 RM 3
 AW0987  PID         -  AW0987
 AW0987  STATE/COUNTY-  TX/HARRIS
 AW0987  USGS QUAD   -  PARK PLACE (1995)
 AW0987
 AW0987                         *CURRENT SURVEY CONTROL
 AW0987  ___________________________________________________________________
 AW0987* NAD 83(1986)-  29 43 39.     (N)    095 15 49.     (W)     SCALED    
 AW0987* NAVD 88     -         7.46   (+/-2cm)      24.5    (feet)  VERTCON   
 AW0987  ___________________________________________________________________
 AW0987  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0987
 AW0987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0987
 AW0987.The horizontal coordinates were scaled from a topographic map and have
 AW0987.an estimated accuracy of +/- 6 seconds.
 AW0987
 AW0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0987.The vertical order pertains to the NGVD 29 superseded value.
 AW0987
 AW0987.The geoid height was determined by GEOID03.
 AW0987
 AW0987;                    North         East    Units  Estimated Accuracy
 AW0987;SPC TXSC     - 4,215,700.      961,390.      MT  (+/- 180 meters Scaled)
 AW0987
 AW0987                          SUPERSEDED SURVEY CONTROL
 AW0987
 AW0987  NGVD 29 (??/??/92)    7.458  (m)           24.47   (f) ADJ UNCH    2 0
 AW0987
 AW0987.Superseded values are not recommended for survey control.
 AW0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0987.See file dsdata.txt to determine how the superseded data were derived.
 AW0987
 AW0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN810907(NAD 83)
 AW0987_MARKER: DR = REFERENCE MARK DISK
 AW0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0987_STAMPING: WESTERN 2 NO 3 1966
 AW0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0987+STABILITY: SURFACE MOTION
 AW0987
 AW0987  HISTORY     - Date     Condition        Report By
 AW0987  HISTORY     - 1966     MONUMENTED       CGS
 AW0987  HISTORY     - 1973     GOOD             NGS
 AW0987  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0987
 AW0987                          STATION DESCRIPTION
 AW0987
 AW0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0987'2.15 MI SE FROM HOUSTON.
 AW0987'ABOUT 1.95 MILES SOUTHEAST ALONG A PAVED ROAD (LOWER DOCK ROAD) FROM
 AW0987'THE PORT TERMINAL BUILDING, ON THE NORTHEAST SIDE OF THE HOUSTON
 AW0987'TURNING BASIN, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, ABOUT 0.2 MILE
 AW0987'EAST OF LOOP 610 FREEWAY BRIDGE OVER THE CHANNEL, 79.8 FEET SOUTH OF A
 AW0987'T-CHAIN LINK FENCE, 1 FOOT WEST OF THE WEST CHAIN LINK FENCE
 AW0987'SURROUNDING THE OLD DICKINSON GUN PLANT, AND SET IN THE TOP OF A
 AW0987'CONCRETE POST PROJECTING 4 INCHES.
 AW0987
 AW0987                          STATION RECOVERY (1978)
 AW0987
 AW0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0987'NOT RECOVERED.  NOTE=NEW ROAD HAS BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0989 ***********************************************************************
 AW0989  DESIGNATION -  WESTERN 2 RM 4
 AW0989  PID         -  AW0989
 AW0989  STATE/COUNTY-  TX/HARRIS
 AW0989  USGS QUAD   -  PARK PLACE (1995)
 AW0989
 AW0989                         *CURRENT SURVEY CONTROL
 AW0989  ___________________________________________________________________
 AW0989* NAD 83(1986)-  29 43 39.     (N)    095 15 49.     (W)     SCALED    
 AW0989* NAVD 88     -         7.08   (+/-2cm)      23.2    (feet)  VERTCON   
 AW0989  ___________________________________________________________________
 AW0989  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0989
 AW0989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0989
 AW0989.The horizontal coordinates were scaled from a topographic map and have
 AW0989.an estimated accuracy of +/- 6 seconds.
 AW0989
 AW0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0989.The vertical order pertains to the NGVD 29 superseded value.
 AW0989
 AW0989.The geoid height was determined by GEOID03.
 AW0989
 AW0989;                    North         East    Units  Estimated Accuracy
 AW0989;SPC TXSC     - 4,215,700.      961,390.      MT  (+/- 180 meters Scaled)
 AW0989
 AW0989                          SUPERSEDED SURVEY CONTROL
 AW0989
 AW0989  NGVD 29 (??/??/92)    7.074  (m)           23.21   (f) ADJ UNCH    2 0
 AW0989
 AW0989.Superseded values are not recommended for survey control.
 AW0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0989.See file dsdata.txt to determine how the superseded data were derived.
 AW0989
 AW0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN810907(NAD 83)
 AW0989_MARKER: DR = REFERENCE MARK DISK
 AW0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0989_STAMPING: WESTERN 2 NO 4 1966
 AW0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0989+STABILITY: SURFACE MOTION
 AW0989
 AW0989  HISTORY     - Date     Condition        Report By
 AW0989  HISTORY     - 1966     MONUMENTED       CGS
 AW0989  HISTORY     - 1973     GOOD             NGS
 AW0989  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0989  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW0989
 AW0989                          STATION DESCRIPTION
 AW0989
 AW0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0989'2.15 MI SE FROM HOUSTON.
 AW0989'ABOUT 1.95 MILES SOUTHEAST ALONG A PAVED ROAD (LOWER DOCK RD.) FROM
 AW0989'THE PORT TERMINAL BUILDING ON THE NORTHEAST SIDE OF THE HOUSTON
 AW0989'TURNING BASIN, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, 0.2 MILE EAST
 AW0989'OF LOOP 610 FREEWAY BRIDGE OVER THE CHANNEL, 19 FEET WEST OF A CHAIN
 AW0989'LINK FENCE SURROUNDING THE OLD DICKINSON GUN PLANT,  37.8 FEET
 AW0989'SOUTH-SOUTHWEST OF WESTERN 2 1966, 143 FEET SOUTH OF THE EAST PIPE
 AW0989'GATE POST IN A CHAIN LINK FENCE LEADING WEST, AT THE NORTH END OF A
 AW0989'SMALL ROW OF BUSHES AND TREES, 14 FEET EAST OF THE CENTER LINE OF A
 AW0989'DIRT ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, 1 1/2 FEET
 AW0989'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST 1 FOOT
 AW0989'BELOW THE LEVEL OF THE GROUND.
 AW0989
 AW0989                          STATION RECOVERY (1978)
 AW0989
 AW0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0989'NOT RECOVERED.  NOTE=A NEW ROAD HAS BEEN BUILT.
 AW0989
 AW0989                          STATION RECOVERY (1995)
 AW0989
 AW0989'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6556 ***********************************************************************
 AW6556  DESIGNATION -  WESTERN 3
 AW6556  PID         -  AW6556
 AW6556  STATE/COUNTY-  TX/HARRIS
 AW6556  USGS QUAD   -  PARK PLACE (1995)
 AW6556
 AW6556                         *CURRENT SURVEY CONTROL
 AW6556  ___________________________________________________________________
 AW6556* NAD 83(1993)-  29 43 50.38282(N)    095 15 58.63285(W)     ADJUSTED  
 AW6556* NAVD 88     -         9.29   (+/-2cm)      30.5    (feet)  VERTCON   
 AW6556  ___________________________________________________________________
 AW6556  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6556  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6556
 AW6556  HORZ ORDER  -  THIRD
 AW6556  VERT ORDER  -  THIRD ? (See Below)
 AW6556
 AW6556.The horizontal coordinates were established by classical geodetic methods
 AW6556.and adjusted by the National Geodetic Survey in February 1996..
 AW6556.No horizontal observational check was made to the station.
 AW6556
 AW6556.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6556.The vertical order pertains to the NGVD 29 superseded value.
 AW6556
 AW6556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6556
 AW6556.The geoid height was determined by GEOID03.
 AW6556
 AW6556;                    North         East     Units Scale Factor Converg.
 AW6556;SPC TXSC     - 4,216,040.556   961,118.758   MT  0.99988701   +1 49 45.1
 AW6556;SPC TXSC     -13,832,126.39  3,153,270.46   sFT  0.99988701   +1 49 45.1
 AW6556;UTM  15      - 3,291,091.678   280,804.791   MT  1.00019285   -1 07 27.7
 AW6556
 AW6556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6556!SPC TXSC     -   1.00000281  x   0.99988701  =   0.99988982
 AW6556!UTM  15      -   1.00000281  x   1.00019285  =   1.00019567
 AW6556
 AW6556|---------------------------------------------------------------------|
 AW6556| PID    Reference Object                     Distance      Geod. Az  |
 AW6556|                                                           dddmmss.s |
 AW6556| AW7033 WESTERN 3 RM 5                        3.840 METERS 06845     |
 AW6556| AW6555 WESTERN 3 1978 A POINT               24.329 METERS 09801     |
 AW6556| AW6508 HOUSTON DICKSON GUN PLANT TANK      APPROX. 0.7 KM 0992931.7 |
 AW6556| AW0889 M 1185                              269.284 METERS 12858     |
 AW6556| AW0988 WESTERN 2                           422.784 METERS 1435542.4 |
 AW6556| AW7032 WESTERN 3 RM 6                        3.617 METERS 30722     |
 AW6556|---------------------------------------------------------------------|
 AW6556
 AW6556                          SUPERSEDED SURVEY CONTROL
 AW6556
 AW6556  NAD 83(1986)-  29 43 50.39702(N)    095 15 58.61367(W) AD(       ) 3
 AW6556  NAD 27      -  29 43 49.58083(N)    095 15 57.85141(W) AD(       ) 3
 AW6556  NGVD 29 (07/19/86)    9.29   (m)           30.5    (f) LEVELING    3  
 AW6556
 AW6556.Superseded values are not recommended for survey control.
 AW6556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6556.See file dsdata.txt to determine how the superseded data were derived.
 AW6556
 AW6556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8080591092(NAD 83)
 AW6556_MARKER: DS = TRIANGULATION STATION DISK
 AW6556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6556_SP_SET: CONCRETE POST
 AW6556_STAMPING: WESTERN 3 1978
 AW6556_MARK LOGO: NGS   
 AW6556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6556+STABILITY: SURFACE MOTION
 AW6556
 AW6556  HISTORY     - Date     Condition        Report By
 AW6556  HISTORY     - 1978     MONUMENTED       NGS
 AW6556  HISTORY     - 1978     GOOD             NGS
 AW6556  HISTORY     - 19780119 GOOD             NGS
 AW6556  HISTORY     - 19950624 GOOD             USPSQD
 AW6556
 AW6556                          STATION DESCRIPTION
 AW6556
 AW6556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AW6556'THE STATION IS LOCATED ABOUT 300 YARDS NORTHEAST OF THE EAST ENTRANCE
 AW6556'TO THE HOUSTON PORT TERMINAL, AND AT THE BASE OF THE NORTH END, ON
 AW6556'THE EAST SIDE OF THE OVER-PASS OF LOOP 610 OVER THE HOUSTON SHIP
 AW6556'CHANNEL.
 AW6556'
 AW6556'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 AW6556'THAT IS FLUSH WITH THE GROUND AND IS STAMPED WESTERN 3 1978.  IT IS
 AW6556'26.5 FEET WEST OF THE WEST EDGE OF THE EAST PILLAR, WHICH IS THE
 AW6556'NORTH END OF PILLARS, SUPPORTING THE LARGE OVER-PASS, AND 5.6 FEET
 AW6556'SOUTH OF THE SOUTH EDGE OF RETAINING CONCRETE WALL OF THE NORTH
 AW6556'END OF OVER-PASS.  NOTE--THE STATION IS LOCATED UNDER THE
 AW6556'OVER-PASS.
 AW6556'
 AW6556'REFERENCE MARK NO.5 IS A STANDARD DISK, SET IN A DRILL HOLE, OF
 AW6556'THE CONCRETE RETAINING WALL, AND IS STAMPED WESTERN 3 NO 5 1978.
 AW6556'IT IS 26.4 FEET EAST-NORTHEAST OF THE SECOND PILLAR FROM THE EAST
 AW6556'SIDE, AND 15.4 FEET WEST-NORTHWEST OF THE WEST EDGE OF THE EAST
 AW6556'PILLAR OF OVER-PASS.
 AW6556'
 AW6556'REFERENCE MARK NO.6 IS A STANDARD DISK, SET IN A DRILL HOLE, OF THE
 AW6556'CONCRETE RETAINING WALL, AND IS STAMPED WESTERN 3 NO 6 1978.  IT IS
 AW6556'36.6 FEET WEST-NORTHWEST OF THE WEST EDGE OF THE EAST PILLAR, AND
 AW6556'5.6 FEET EAST-NORTHEAST OF THE EAST EDGE OF THE SECOND PILLAR FROM
 AW6556'THE EAST SIDE OF OVER-PASS.
 AW6556'
 AW6556'ELEVATION TRANSFERRED TO ALL MARKS FROM BM M 1185 1964.
 AW6556'
 AW6556'EXIT FROM LOOP 610 AT PORT OF HOUSTON TERMINAL EXIT AND STATION
 AW6556'ON THE LEFT, AT THE NORTH END OF OVER-PASS.
 AW6556'
 AW6556'NEAREST TOWN--HOUSTON PORT TERMINAL.
 AW6556
 AW6556                          STATION RECOVERY (1978)
 AW6556
 AW6556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW6556'RECOVERED IN GOOD CONDITION.
 AW6556
 AW6556                          STATION RECOVERY (1978)
 AW6556
 AW6556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW6556'AT THE NORTH END AND UNDER THE VIADUCT OF LOOP 610 AND THE PORT OF
 AW6556'HOUSTON SHIP CHANNEL ABOUT 300 YARDS NORTHEAST OF THE EASTERN
 AW6556'ENTRANCE TO THE POST OF HOUSTON TERMINAL,WEST OF THE WEST EDGE OF THE
 AW6556'EAST PILLAR OF THE NORTH ROW OF PILLARS,SOUTH OF THE SOUTH EDGE OF
 AW6556'THE NORTH CONCRETE SLOPING RETAINING WALL.
 AW6556
 AW6556                          STATION RECOVERY (1995)
 AW6556
 AW6556'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3723 ***********************************************************************
 AW3723  DESIGNATION -  WESTERN RM 2
 AW3723  PID         -  AW3723
 AW3723  STATE/COUNTY-  TX/HARRIS
 AW3723  USGS QUAD   -  PARK PLACE (1995)
 AW3723
 AW3723                         *CURRENT SURVEY CONTROL
 AW3723  ___________________________________________________________________
 AW3723* NAD 83(1986)-  29 43 36.     (N)    095 15 57.     (W)     SCALED    
 AW3723* NAVD 88     -         9.69   (+/-2cm)      31.8    (feet)  VERTCON   
 AW3723  ___________________________________________________________________
 AW3723  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3723
 AW3723  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3723
 AW3723.The horizontal coordinates were scaled from a topographic map and have
 AW3723.an estimated accuracy of +/- 6 seconds.
 AW3723
 AW3723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3723.The vertical order pertains to the NGVD 29 superseded value.
 AW3723
 AW3723.The geoid height was determined by GEOID03.
 AW3723
 AW3723;                    North         East    Units  Estimated Accuracy
 AW3723;SPC TXSC     - 4,215,600.      961,180.      MT  (+/- 180 meters Scaled)
 AW3723
 AW3723                          SUPERSEDED SURVEY CONTROL
 AW3723
 AW3723  NGVD 29 (??/??/92)    9.686  (m)           31.78   (f) ADJ UNCH    1 2
 AW3723
 AW3723.Superseded values are not recommended for survey control.
 AW3723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3723.See file dsdata.txt to determine how the superseded data were derived.
 AW3723
 AW3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN808906(NAD 83)
 AW3723_MARKER: DR = REFERENCE MARK DISK
 AW3723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3723_STAMPING: WESTERN NO 2 1955
 AW3723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3723+STABILITY: SURFACE MOTION
 AW3723
 AW3723  HISTORY     - Date     Condition        Report By
 AW3723  HISTORY     - 1955     MONUMENTED       CGS
 AW3723  HISTORY     - 1964     GOOD             NGS
 AW3723  HISTORY     - 1966     GOOD             NGS
 AW3723  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW3723
 AW3723                          STATION DESCRIPTION
 AW3723
 AW3723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3723'2.05 MI SE FROM HOUSTON.
 AW3723'ABOUT 1.35 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE NEW PORT
 AW3723'TERMINAL BUILDING ON THE NORTHEAST SIDE OF THE HOUSTON TURNING BASIN,
 AW3723'THENCE 0.7 MILE SOUTHEAST ALONG THE NORTHEAST BANK OF THE HOUSTON SHIP
 AW3723'CHANNEL, ABOUT 153 YARDS EAST OF A FENCE, 267 FEET NORTH OF THE BANK
 AW3723'OF THE CHANNEL, 112 1/2 FEET NORTHWEST OF A LONE 10-INCH THORN TREE,
 AW3723'ON THE CREST OF A SLIGHT KNOLL, 1.0 FOOT WEST OF A METAL WITNESS POST,
 AW3723'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE--
 AW3723'1966 REPORT--THIS BENCH MARK WILL BE DESTROYED WHEN THE EAST LOOP OF
 AW3723'610 IS BUILD AROUND HOUSTON.  IT WAS LEFT INTACT AT THE REQUEST OF THE
 AW3723'TEXAS HIGHWAY DEPARTMENT UNTIL THERE SURVEY WAS COMPLETED IN
 AW3723'ESTABLISHING POINTS ACROSS CHANNEL.
 AW3723
 AW3723                          STATION RECOVERY (1966)
 AW3723
 AW3723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AW3723'RECOVERED IN GOOD CONDITION.
 AW3723
 AW3723                          STATION RECOVERY (1995)
 AW3723
 AW3723'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2206 ***********************************************************************
 BL2206  DESIGNATION -  WESTFIELD
 BL2206  PID         -  BL2206
 BL2206  STATE/COUNTY-  TX/HARRIS
 BL2206  USGS QUAD   -  SPRING (1982)
 BL2206
 BL2206                         *CURRENT SURVEY CONTROL
 BL2206  ___________________________________________________________________
 BL2206* NAD 83(1993)-  30 01 18.97908(N)    095 25 49.72025(W)     ADJUSTED  
 BL2206* NAVD 88     -        35.9    (meters)     118.     (feet)  VERTCON   
 BL2206  ___________________________________________________________________
 BL2206  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BL2206  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL2206
 BL2206  HORZ ORDER  -  FIRST
 BL2206
 BL2206.The horizontal coordinates were established by classical geodetic methods
 BL2206.and adjusted by the National Geodetic Survey in February 1996..
 BL2206
 BL2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2206
 BL2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2206
 BL2206.The geoid height was determined by GEOID03.
 BL2206
 BL2206;                    North         East     Units Scale Factor Converg.
 BL2206;SPC TXSC     - 4,247,814.866   944,258.277   MT  0.99993494   +1 44 55.5
 BL2206;SPC TXSC     -13,936,372.61  3,097,954.03   sFT  0.99993494   +1 44 55.5
 BL2206;UTM  15      - 3,323,704.705   265,602.255   MT  1.00027791   -1 12 59.8
 BL2206
 BL2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2206!SPC TXSC     -   0.99999871  x   0.99993494  =   0.99993365
 BL2206!UTM  15      -   0.99999871  x   1.00027791  =   1.00027662
 BL2206
 BL2206|---------------------------------------------------------------------|
 BL2206| PID    Reference Object                     Distance      Geod. Az  |
 BL2206|                                                           dddmmss.s |
 BL2206| CV8613 WESTFIELD RM 1                       30.645 METERS 05145     |
 BL2206| CV8614 WESTFIELD RM 2                       26.438 METERS 19258     |
 BL2206| CV8612 WESTFIELD AZ MK                                    2041751.5 |
 BL2206|---------------------------------------------------------------------|
 BL2206
 BL2206                          SUPERSEDED SURVEY CONTROL
 BL2206
 BL2206  NAD 83(1986)-  30 01 18.99398(N)    095 25 49.70197(W) AD(       ) 1
 BL2206  NAD 27      -  30 01 18.20071(N)    095 25 48.92616(W) AD(       ) 1
 BL2206  NGVD 29 (07/19/86)   35.9    (m)          118.     (f) VERT ANG       
 BL2206
 BL2206.Superseded values are not recommended for survey control.
 BL2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2206.See file dsdata.txt to determine how the superseded data were derived.
 BL2206
 BL2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6560223705(NAD 83)
 BL2206_MARKER: DS = TRIANGULATION STATION DISK
 BL2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2206_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2206
 BL2206  HISTORY     - Date     Condition        Report By
 BL2206  HISTORY     - 1968     MONUMENTED       CGS
 BL2206  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 BL2206  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 BL2206
 BL2206                          STATION DESCRIPTION
 BL2206
 BL2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2206'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 BL2206'INTERSTATE HIGHWAY 45 AND FARM ROAD 1960 IN WESTFIELD, ABOUT 0.05
 BL2206'MILE NORTHEAST OF THE WESTFIELD POST OFFICE AND ON PROPERTY OF MR.
 BL2206'BILL TAUTENHAHN.
 BL2206'
 BL2206'THE STATION MARK IS A STANDARD DISK STAMPED WESTFIELD 1968, SET IN
 BL2206'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 BL2206'GROUND.  IT IS 270 FEET NORTHWEST OF THE NORTHWEST CORNER OF A ENCO
 BL2206'SERVICE STATION, 130 FEET NORTHEAST OF A FENCE CORNER, 126 FEET
 BL2206'WEST OF A 10-INCH PINE TREE AND 18 FEET SOUTH OF A METAL WITNESS
 BL2206'POST.
 BL2206'
 BL2206'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WESTFIELD NO 1 1968, SET
 BL2206'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 BL2206'THE GROUND.  IT IS 102.5 FEET NORTHWEST OF THE 10-INCH PINE TREE
 BL2206'AND 3.1 FEET SOUTH OF A METAL WITNESS POST.
 BL2206'
 BL2206'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WESTFIELD NO 2 1968,
 BL2206'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 BL2206'WITH THE GROUND.  IT IS 96 FEET EAST-SOUTHEAST OF THE FENCE CORNER,
 BL2206'63 FEET NORTHWEST OF AN 8-INCH PINE TREE AND 24.6 FEET
 BL2206'NORTH-NORTHEAST OF A 10-INCH PINE TREE.
 BL2206'
 BL2206'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WESTFIELD 1968, SET IN
 BL2206'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 BL2206'5 INCHES ABOVE THE GROUND.  IT IS 59 FEET WEST OF A TELEPHONE POLE,
 BL2206'39 FEET NORTH OF THE CENTER OF A PAVED ROAD, 1.8 FEET EAST OF A
 BL2206'METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST WIRE FENCE.
 BL2206'
 BL2206'TO REACH THE AZIMUTH MARK FROM WHERE INTERSTATE HIGHWAY 45 CROSSES
 BL2206'OVER FARM ROAD 1960, GO WEST ON FARM ROAD 1960 FOR 0.4 MILE TO A
 BL2206'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON A PAVED ROAD FOR 0.2
 BL2206'MILE TO THE MARK ON THE LEFT.
 BL2206'
 BL2206'HEIGHT OF LIGHT ABOVE STATION MARK 34.1 METERS.
 BL2206
 BL2206                          STATION RECOVERY (1995)
 BL2206
 BL2206'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2206'MARK NOT FOUND.
 BL2206
 BL2206                          STATION RECOVERY (2004)
 BL2206
 BL2206'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1139 ***********************************************************************
 DN1139  DESIGNATION -  WESTON
 DN1139  PID         -  DN1139
 DN1139  STATE/COUNTY-  TX/COLLIN
 DN1139  USGS QUAD   -  WESTON (1961)
 DN1139
 DN1139                         *CURRENT SURVEY CONTROL
 DN1139  ___________________________________________________________________
 DN1139* NAD 83(1993)-  33 21 49.25876(N)    096 40 19.40419(W)     ADJUSTED  
 DN1139* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 DN1139  ___________________________________________________________________
 DN1139  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DN1139  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN1139
 DN1139  HORZ ORDER  -  SECOND
 DN1139
 DN1139.The horizontal coordinates were established by classical geodetic methods
 DN1139.and adjusted by the National Geodetic Survey in February 1996..
 DN1139
 DN1139.The orthometric height was scaled from a topographic map.
 DN1139
 DN1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1139
 DN1139.The geoid height was determined by GEOID03.
 DN1139
 DN1139;                    North         East     Units Scale Factor Converg.
 DN1139;SPC TXNC     - 2,189,663.047   770,095.153   MT  0.99988740   +0 59 49.0
 DN1139;SPC TXNC     - 7,183,919.51  2,526,553.85   sFT  0.99988740   +0 59 49.0
 DN1139;UTM  14      - 3,694,026.719   716,593.925   MT  1.00017842   +1 16 50.7
 DN1139
 DN1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1139!SPC TXNC     -   0.99996695  x   0.99988740  =   0.99985435
 DN1139!UTM  14      -   0.99996695  x   1.00017842  =   1.00014536
 DN1139
 DN1139|---------------------------------------------------------------------|
 DN1139| PID    Reference Object                     Distance      Geod. Az  |
 DN1139|                                                           dddmmss.s |
 DN1139| CY3081 WESTON RM 1                          16.825 METERS 18539     |
 DN1139| DN1164 ATT CO RELAY TOWER KKH 66           APPROX.22.8 KM 2033640.1 |
 DN1139| CY3082 WESTON RM 2                          15.464 METERS 26751     |
 DN1139| CY3080 WESTON AZ MK                                       2694732.5 |
 DN1139|---------------------------------------------------------------------|
 DN1139
 DN1139                          SUPERSEDED SURVEY CONTROL
 DN1139
 DN1139  NAD 83(1993)-  33 21 49.26037(N)    096 40 19.39936(W) AD(       ) 2
 DN1139  NAD 83(1986)-  33 21 49.26433(N)    096 40 19.39243(W) AD(       ) 2
 DN1139  NAD 27      -  33 21 48.85600(N)    096 40 18.41380(W) AD(       ) 2
 DN1139
 DN1139.Superseded values are not recommended for survey control.
 DN1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1139.See file dsdata.txt to determine how the superseded data were derived.
 DN1139
 DN1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1659494027(NAD 83)
 DN1139_MARKER: DS = TRIANGULATION STATION DISK
 DN1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1139
 DN1139  HISTORY     - Date     Condition        Report By
 DN1139  HISTORY     - 1957     MONUMENTED       CGS
 DN1139  HISTORY     - 1958     GOOD             CGS
 DN1139  HISTORY     - 19940710 GOOD             USPSQD
 DN1139
 DN1139                          STATION DESCRIPTION
 DN1139
 DN1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1139'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF CELINA,
 DN1139'ABOUT 6.5 MILES SOUTHEAST OF GUNTER, ABOUT 6.5 MILES SOUTHWEST
 DN1139'OF VAN ALSTYNE AND ABOUT 1 MILE NORTH OF THE SMALL TOWN OF
 DN1139'WESTON.  THE STATION MARK IS SET ON THE SOUTH EDGE OF A FIELD,
 DN1139'128 FEET NORTHEAST OF A GRAVEL ROAD, 55 FEET NORTH OF A TELEPHONE
 DN1139'POLE, 53 FEET EAST OF A POWER LINE POLE, 21 FEET NORTH OF CENTER
 DN1139'LINE OF A DIRT ROAD AND IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 DN1139'IT IS STAMPED WESTON 1957.
 DN1139'
 DN1139'REFERENCE MARK NO. 1 IS SET 33 FEET SOUTH OF CENTER OF A DIRT
 DN1139'ROAD, 19 FEET EAST OF CENTER OF A DIRT ROAD, 1 FOOT NORTH OF
 DN1139'A TELEPHONE POLE AND IS SET FLUSH.  IT IS STAMPED WESTON
 DN1139'NO 1 1957.
 DN1139'
 DN1139'REFERENCE MARK NO. 2 IS SET 51 FEET NORTHWEST OF CENTER OF
 DN1139'DIRT ROAD, 1 FOOT EAST OF A POWER LINE POLE AND IS SET FLUSH.
 DN1139'IT IS STAMPED WESTON NO 2 1957.
 DN1139'
 DN1139'AZIMUTH MARK IS SET 14 FEET SOUTH OF THE CENTER OF A DIRT
 DN1139'ROAD, 2 FEET NORTHEAST OF A WITNESS POST, 1 FOOT EAST OF A
 DN1139'POWER LINE POLE AND IS SET FLUSH.  IT IS STAMPED WESTON 1957.
 DN1139'
 DN1139'TO REACH FROM POST OFFICE IN ANNA GO WEST FOR ABOUT 100 FEET
 DN1139'TO U.S. HIGHWAY 75, TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 75
 DN1139'FOR 0.3 MILE TO JUNCTION WITH FARM ROAD 455, TURN RIGHT AND
 DN1139'GO WESTERLY ON FARM ROAD 455 FOR 7.9 MILES TO SIDE ROAD RIGHT
 DN1139'WHERE FARM ROAD 455 TURNS LEFT SOUTH (THIS IS 0.3 MILE NORTH
 DN1139'OF SMALL TOWN OF WESTON), KEEP RIGHT ONTO GRAVEL ROAD AND
 DN1139'GO WEST AND NORTH FOR 0.7 MILE TO WHERE GRAVEL ROAD TURNS LEFT
 DN1139'AND A GRADED ROAD GOES STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD
 DN1139'NORTH FOR ABOUT 200 FEET AND STATION AS DESCRIBED.
 DN1139'
 DN1139'TO REACH AZIMUTH FROM STATION GO WEST ON GRAVEL ROAD FOR 0.3
 DN1139'MILE TO SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD WEST FOR 0.2
 DN1139'MILE AND AZIMUTH MARK ON LEFT AS DESCRIBED.
 DN1139'
 DN1139'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 DN1139
 DN1139                          STATION RECOVERY (1958)
 DN1139
 DN1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1139'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1139'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1139'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1139
 DN1139                          STATION RECOVERY (1994)
 DN1139
 DN1139'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1309 ***********************************************************************
 BZ1309  DESIGNATION -  WESTPHALIA
 BZ1309  PID         -  BZ1309
 BZ1309  STATE/COUNTY-  TX/FALLS
 BZ1309  USGS QUAD   -  WESTPHALIA (1993)
 BZ1309
 BZ1309                         *CURRENT SURVEY CONTROL
 BZ1309  ___________________________________________________________________
 BZ1309* NAD 83(1993)-  31 07 10.25298(N)    097 06 54.73126(W)     ADJUSTED  
 BZ1309* NAVD 88     -       174.90   (+/-2cm)     573.8    (feet)  VERTCON   
 BZ1309  ___________________________________________________________________
 BZ1309  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 BZ1309  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BZ1309
 BZ1309  HORZ ORDER  -  FIRST
 BZ1309  VERT ORDER  -  THIRD ? (See Below)
 BZ1309
 BZ1309.The horizontal coordinates were established by classical geodetic methods
 BZ1309.and adjusted by the National Geodetic Survey in February 1996..
 BZ1309
 BZ1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1309.The vertical order pertains to the NGVD 29 superseded value.
 BZ1309
 BZ1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1309
 BZ1309.The geoid height was determined by GEOID03.
 BZ1309
 BZ1309;                    North         East     Units Scale Factor Converg.
 BZ1309;SPC TX C     - 3,165,494.953 1,006,882.710   MT  0.99988386   +1 39 27.1
 BZ1309;SPC TX C     -10,385,461.36  3,303,414.36   sFT  0.99988386   +1 39 27.1
 BZ1309;UTM  14      - 3,444,375.419   679,724.545   MT  0.99999844   +0 58 27.7
 BZ1309
 BZ1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1309!SPC TX C     -   0.99997669  x   0.99988386  =   0.99986055
 BZ1309!UTM  14      -   0.99997669  x   0.99999844  =   0.99997513
 BZ1309
 BZ1309|---------------------------------------------------------------------|
 BZ1309| PID    Reference Object                     Distance      Geod. Az  |
 BZ1309|                                                           dddmmss.s |
 BZ1309| CV5795 WESTPHALIA RM 2                      20.851 METERS 00951     |
 BZ1309| CV5793 WESTPHALIA AZ MK                                   0361859.0 |
 BZ1309| BZ1401 ROSEBUD WATER TANK                  APPROX.13.8 KM 1074651.5 |
 BZ1309| BM0850 ROGERS CITY WATER TANK              APPROX.24.2 KM 2052652.4 |
 BZ1309| BZ1317 TEMPLE CENTRAL TEX COMP CO TK       APPROX.21.7 KM 2592228.4 |
 BZ1309| BZ1314 TEMPLE CITY SW WATER TANK           APPROX.22.8 KM 2594139.5 |
 BZ1309| BZ1315 TEMPLE SCOTT WH HOSP LNDRY STK      APPROX.22.2 KM 2620241.5 |
 BZ1309| CV5794 WESTPHALIA RM 1                      30.632 METERS 26543     |
 BZ1309| BZ1318 TEMPLE CITY NW WATER TANK           APPROX.21.9 KM 2675553.9 |
 BZ1309| CV6452 SW CORNER OF COMMUNITY                             33119     |
 BZ1309| BZ1310 WESTPHALIA CATH CHURCH S SPIRE      330.482 METERS 34650     |
 BZ1309| BZ1308 WESTPHALIA CATH CHURCH N SPIRE      346.851 METERS 34703     |
 BZ1309|---------------------------------------------------------------------|
 BZ1309
 BZ1309                          SUPERSEDED SURVEY CONTROL
 BZ1309
 BZ1309  NAD 83(1986)-  31 07 10.26343(N)    097 06 54.71412(W) AD(       ) 1
 BZ1309  NAD 27      -  31 07 09.60900(N)    097 06 53.73600(W) AD(       ) 1
 BZ1309  NGVD 29 (07/19/86)  174.84   (m)          573.6    (f) LEVELING    3  
 BZ1309
 BZ1309.Superseded values are not recommended for survey control.
 BZ1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1309.See file dsdata.txt to determine how the superseded data were derived.
 BZ1309
 BZ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7972544375(NAD 83)
 BZ1309_MARKER: DS = TRIANGULATION STATION DISK
 BZ1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1309
 BZ1309  HISTORY     - Date     Condition        Report By
 BZ1309  HISTORY     - 1943     MONUMENTED       CGS
 BZ1309  HISTORY     - 1960     GOOD             CGS
 BZ1309  HISTORY     - 19910423 GOOD             USPSQD
 BZ1309  HISTORY     - 20010318 GOOD             USPSQD
 BZ1309
 BZ1309                          STATION DESCRIPTION
 BZ1309
 BZ1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1309'STATION IS ABOUT 7.5 MILES SW OF LOTT AND ABOUT 8.5 MILES
 BZ1309'WNW OF ROSEBUD ON LAND OWNED BY THE WESTPHALIA CATHOLIC
 BZ1309'CHURCH.  MARK IS SET ABOUT 40 PACES NE OF THE HIGHWAY, 10
 BZ1309'PACES E OF AN R E A CO-OP POWER POLE, AND 186.5 FEET SOUTHERLY
 BZ1309'FROM THE SW CORNER OF THE COMMUNITY HALL.  MARK IS STAMPED
 BZ1309'WESTPHALIA 1943 AND IS SET FLUSH WITH THE GROUND.
 BZ1309'
 BZ1309'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1309'DISKS SET IN CONCRETE.
 BZ1309'
 BZ1309'REFERENCE MARK NO. 1 IS 10 PACES NW OF THE CENTER LINE OF A
 BZ1309'DIRT ROAD LEADING TO THE CHURCH, 1 FOOT NE OF A FENCE, AND
 BZ1309'2 FEET N OF A GATE POST.  MARK IS STAMPED WESTPHALIA NO.
 BZ1309'1 1943 AND PROJECTS ABOUT 6 INCHES.
 BZ1309'
 BZ1309'REFERENCE MARK NO. 2 IS 9 PACES E OF A 10-INCH HACKBERRY
 BZ1309'TREE AND 27 PACES N OF THE CENTER LINE OF THE HIGHWAY.  MARK
 BZ1309'IS STAMPED WESTPHALIA NO. 2 1943 AND IS SET FLUSH WITH THE
 BZ1309'GROUND.
 BZ1309'
 BZ1309'AZIMUTH MARK IS 0.35 MILE EASTERLY FROM THE STATION ON THE
 BZ1309'SOUTHERLY SIDE OF THE ROAD.  MARK IS SET 1 FOOT SW OF A
 BZ1309'TELEPHONE POLE AND 16 PACES SOUTHERLY FROM THE CENTER LINE
 BZ1309'OF THE HIGHWAY.  MARK IS STAMPED WESTPHALIA 1943 AND PROJECTS
 BZ1309'ABOUT 2 INCHES.
 BZ1309'
 BZ1309'TO REACH THE STATION FROM THE POST OFFICE IN TEMPLE, TEXAS,
 BZ1309'GO EASTERLY ON TEXAS ROUTE 53 FOR 6 BLOCKS TO THE RAILROAD
 BZ1309'TRACKS AND TEMPLE STATION ON THE RIGHT, CONTINUE STRAIGHT
 BZ1309'AHEAD ON ROUTE 53 FOR 11.85 MILES TO THE JUNCTION OF ROUTE
 BZ1309'53 AND TEXAS ROUTE 320, CONTINUE STRAIGHT AHEAD ON TEXAS
 BZ1309'ROUTE 320 FOR 5 MILES TO THE STATION ON THE LEFT IN THE
 BZ1309'CENTER OF THE VILLAGE.
 BZ1309'
 BZ1309'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BZ1309
 BZ1309                          STATION RECOVERY (1960)
 BZ1309
 BZ1309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 BZ1309'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 BZ1309'AS DESCRIBED.  THE STATION IS WEST OF THE HIGHWAY AND NOT
 BZ1309'NORTHEAST AS DESCRIBED.  REFERENCE MARK NO. 1 IS SOUTHWEST
 BZ1309'OF THE STATION AND THE CHURCH ROAD, NOW BLACK-TOP, AND NOT
 BZ1309'NORTHWEST AS DESCRIBED.
 BZ1309
 BZ1309                          STATION RECOVERY (1991)
 BZ1309
 BZ1309'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1309'RECOVERED IN GOOD CONDITION.
 BZ1309
 BZ1309                          STATION RECOVERY (2001)
 BZ1309
 BZ1309'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1308 ***********************************************************************
 BZ1308  DESIGNATION -  WESTPHALIA CATH CHURCH N SPIRE
 BZ1308  PID         -  BZ1308
 BZ1308  STATE/COUNTY-  TX/FALLS
 BZ1308  USGS QUAD   -  WESTPHALIA (1993)
 BZ1308
 BZ1308                         *CURRENT SURVEY CONTROL
 BZ1308  ___________________________________________________________________
 BZ1308* NAD 83(1993)-  31 07 21.22869(N)    097 06 57.66546(W)     ADJUSTED  
 BZ1308* NAVD 88     -                                                        
 BZ1308  ___________________________________________________________________
 BZ1308  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 BZ1308  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BZ1308
 BZ1308  HORZ ORDER  -  THIRD
 BZ1308
 BZ1308.The horizontal coordinates were established by classical geodetic methods
 BZ1308.and adjusted by the National Geodetic Survey in February 1996..
 BZ1308
 BZ1308
 BZ1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1308
 BZ1308.The geoid height was determined by GEOID03.
 BZ1308
 BZ1308;                    North         East     Units Scale Factor Converg.
 BZ1308;SPC TX C     - 3,165,830.550 1,006,795.233   MT  0.99988397   +1 39 25.6
 BZ1308;SPC TX C     -10,386,562.40  3,303,127.36   sFT  0.99988397   +1 39 25.6
 BZ1308;UTM  14      - 3,444,712.074   679,641.066   MT  0.99999807   +0 58 26.5
 BZ1308
 BZ1308                          SUPERSEDED SURVEY CONTROL
 BZ1308
 BZ1308  NAD 83(1986)-  31 07 21.23900(N)    097 06 57.64847(W) AD(       ) 4
 BZ1308  NAD 27      -  31 07 20.60100(N)    097 06 56.67500(W) AD(       ) 3
 BZ1308
 BZ1308.Superseded values are not recommended for survey control.
 BZ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1308.See file dsdata.txt to determine how the superseded data were derived.
 BZ1308
 BZ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7964144712(NAD 83)
 BZ1308_MARKER: 90 = CHURCH SPIRE
 BZ1308
 BZ1308  HISTORY     - Date     Condition        Report By
 BZ1308  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1308  HISTORY     - 19910423 GOOD             USPSQD
 BZ1308  HISTORY     - 20010318 GOOD             USPSQD
 BZ1308
 BZ1308                          STATION DESCRIPTION
 BZ1308
 BZ1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1308'THIS INTERSECTION STATION IS THE NORTHERLY OF TWIN SPIRES
 BZ1308'ON THE CATHOLIC CHURCH IN THE VILLAGE OF WESTPHALIA.  THE
 BZ1308'SPIRES ARE ABOUT 60 FEET HIGH AND HAVE A CROSS ON TOP.  THE
 BZ1308'POINT OBSERVED UPON WAS THE CROSS.
 BZ1308
 BZ1308                          STATION RECOVERY (1991)
 BZ1308
 BZ1308'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1308'RECOVERED IN GOOD CONDITION.
 BZ1308
 BZ1308                          STATION RECOVERY (2001)
 BZ1308
 BZ1308'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1310 ***********************************************************************
 BZ1310  DESIGNATION -  WESTPHALIA CATH CHURCH S SPIRE
 BZ1310  PID         -  BZ1310
 BZ1310  STATE/COUNTY-  TX/FALLS
 BZ1310  USGS QUAD   -  WESTPHALIA (1993)
 BZ1310
 BZ1310                         *CURRENT SURVEY CONTROL
 BZ1310  ___________________________________________________________________
 BZ1310* NAD 83(1993)-  31 07 20.70140(N)    097 06 57.57357(W)     ADJUSTED  
 BZ1310* NAVD 88     -                                                        
 BZ1310  ___________________________________________________________________
 BZ1310  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 BZ1310  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BZ1310
 BZ1310  HORZ ORDER  -  THIRD
 BZ1310
 BZ1310.The horizontal coordinates were established by classical geodetic methods
 BZ1310.and adjusted by the National Geodetic Survey in February 1996..
 BZ1310
 BZ1310
 BZ1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1310
 BZ1310.The geoid height was determined by GEOID03.
 BZ1310
 BZ1310;                    North         East     Units Scale Factor Converg.
 BZ1310;SPC TX C     - 3,165,814.390 1,006,798.136   MT  0.99988396   +1 39 25.6
 BZ1310;SPC TX C     -10,386,509.38  3,303,136.88   sFT  0.99988396   +1 39 25.6
 BZ1310;UTM  14      - 3,444,695.878   679,643.776   MT  0.99999808   +0 58 26.6
 BZ1310
 BZ1310                          SUPERSEDED SURVEY CONTROL
 BZ1310
 BZ1310  NAD 83(1986)-  31 07 20.71168(N)    097 06 57.55657(W) AD(       ) 4
 BZ1310  NAD 27      -  31 07 20.07300(N)    097 06 56.58300(W) AD(       ) 3
 BZ1310
 BZ1310.Superseded values are not recommended for survey control.
 BZ1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1310.See file dsdata.txt to determine how the superseded data were derived.
 BZ1310
 BZ1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7964444696(NAD 83)
 BZ1310_MARKER: 90 = CHURCH SPIRE
 BZ1310
 BZ1310  HISTORY     - Date     Condition        Report By
 BZ1310  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1310  HISTORY     - 19910423 GOOD             USPSQD
 BZ1310  HISTORY     - 20010318 GOOD             USPSQD
 BZ1310
 BZ1310                          STATION DESCRIPTION
 BZ1310
 BZ1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1310'THIS INTERSECTION STATION IS THE SOUTHERLY OF THE TWIN SPIRES
 BZ1310'ON THE CATHOLIC CHURCH IN THE VILLAGE OF WESTPHALIA.  THE
 BZ1310'SPIRES ARE ABOUT 60 FEET HIGH AND THERE IS A CROSS ON EACH.
 BZ1310'THE POINT OBSERVED UPON WAS THE CROSS.
 BZ1310
 BZ1310                          STATION RECOVERY (1991)
 BZ1310
 BZ1310'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1310'RECOVERED IN GOOD CONDITION.
 BZ1310
 BZ1310                          STATION RECOVERY (2001)
 BZ1310
 BZ1310'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2751 ***********************************************************************
 BY2751  DESIGNATION -  WESTVILLE
 BY2751  PID         -  BY2751
 BY2751  STATE/COUNTY-  TX/TRINITY
 BY2751  USGS QUAD   -  GROVETON WEST (1963)
 BY2751
 BY2751                         *CURRENT SURVEY CONTROL
 BY2751  ___________________________________________________________________
 BY2751* NAD 83(1993)-  31 06 42.06800(N)    095 10 42.10026(W)     ADJUSTED  
 BY2751* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 BY2751  ___________________________________________________________________
 BY2751  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BY2751  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY2751
 BY2751  HORZ ORDER  -  SECOND
 BY2751
 BY2751.The horizontal coordinates were established by classical geodetic methods
 BY2751.and adjusted by the National Geodetic Survey in February 1996..
 BY2751
 BY2751.The orthometric height was scaled from a topographic map.
 BY2751
 BY2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2751
 BY2751.The geoid height was determined by GEOID03.
 BY2751
 BY2751;                    North         East     Units Scale Factor Converg.
 BY2751;SPC TX C     - 3,171,578.298 1,191,513.883   MT  0.99988359   +2 39 18.4
 BY2751;SPC TX C     -10,405,419.80  3,909,158.46   sFT  0.99988359   +2 39 18.4
 BY2751;UTM  15      - 3,444,020.749   292,259.707   MT  1.00013235   -1 07 33.5
 BY2751
 BY2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2751!SPC TX C     -   0.99998685  x   0.99988359  =   0.99987044
 BY2751!UTM  15      -   0.99998685  x   1.00013235  =   1.00011920
 BY2751
 BY2751|---------------------------------------------------------------------|
 BY2751| PID    Reference Object                     Distance      Geod. Az  |
 BY2751|                                                           dddmmss.s |
 BY2751| CV8616 WESTVILLE RM 1                       24.433 METERS 04233     |
 BY2751| BY1549 B 560                                              31517     |
 BY2751| CV8615 WESTVILLE AZ MK                                    3264442.9 |
 BY2751|---------------------------------------------------------------------|
 BY2751
 BY2751                          SUPERSEDED SURVEY CONTROL
 BY2751
 BY2751  NAD 83(1986)-  31 06 42.07874(N)    095 10 42.08632(W) AD(       ) 2
 BY2751  NAD 27      -  31 06 41.42000(N)    095 10 41.32100(W) AD(       ) 2
 BY2751
 BY2751.Superseded values are not recommended for survey control.
 BY2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2751.See file dsdata.txt to determine how the superseded data were derived.
 BY2751
 BY2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ9226044021(NAD 83)
 BY2751_MARKER: DS = TRIANGULATION STATION DISK
 BY2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BY2751
 BY2751  HISTORY     - Date     Condition        Report By
 BY2751  HISTORY     - 1949     MONUMENTED       CGS
 BY2751  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY2751
 BY2751                          STATION DESCRIPTION
 BY2751
 BY2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2751'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF GROVETON
 BY2751'ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 287.  IT IS 42.5 FEET
 BY2751'WEST OF THE CENTER OF HIGHWAY 287, 22 FEET NORTH OF THE CENTER
 BY2751'OF WOODS ROAD, 16.5 FEET SOUTHEAST OF A TRIANGULAR BLAZED 6
 BY2751'INCH PINE TREE AND 4 FEET SOUTHEAST OF WITNESS POST.  IT IS
 BY2751'STAMPED WESTVILLE 1949 AND PROJECTS 2 INCHES.
 BY2751'
 BY2751'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 37
 BY2751'FEET EAST OF THE CENTER OF U.S. HIGHWAY 287 IN THE WEST EDGE
 BY2751'OF THE WOODS.  IT IS STAMPED WESTVILLE NO 1 1949 AND PROJECTS
 BY2751'5 INCHES.
 BY2751'
 BY2751'REFERENCE MARK NO 2 IS THE BENCH MARK B 560.  IT IS NORTHWEST
 BY2751'OF THE STATION, 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 BY2751'287, 5.5 FEET SOUTH OF TRIANGULAR BLAZED 6 INCH OAK TREE AND
 BY2751'1.5 FEET SOUTH OF WITNESS POST.  IT IS STAMPED B 560 1948
 BY2751'AND PROJECTS 3 INCHES.
 BY2751'
 BY2751'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHWEST OF THE
 BY2751'STATION, 55 FEET EAST OF THE CENTER OF U.S. HIGHWAY 287,
 BY2751'25 FEET NORTH OF DRIVEWAY TO FARM HOUSE, 40 FEET NORTHWEST
 BY2751'OF GATE INTO FIELD AND 3 FEET SOUTH OF WITNESS POST.  IT IS
 BY2751'STAMPED WESTVILLE 1949 AND PROJECTS 4 INCHES.  TO REACH FROM
 BY2751'THE STATION, GO NORTHWEST ON HIGHWAY 287 FOR 0.4 MILE TO THE
 BY2751'MARK ON THE EAST SIDE.
 BY2751'
 BY2751'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT
 BY2751'HOUSE IN GROVETON, GO WEST ON U.S. HIGHWAY 287 AND STATE
 BY2751'ROUTE 94 FOR 2.6 MILES TO FORKS, BEAR RIGHT AND GO NORTHWEST
 BY2751'ON U.S. HIGHWAY 287 FOR 2.9 MILES TO WOODS ROAD LEFT AND
 BY2751'STATION.
 BY2751'
 BY2751'A 113 FOOT SIGNAL AT STATION NOGALUS IS VISIBLE AT 77 FEET.
 BY2751'
 BY2751'A 100 FOOT SIGNAL AT STATION PINEY IS VISIBLE AT 77 FEET.
 BY2751'
 BY2751'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BY2751
 BY2751                          STATION RECOVERY (1996)
 BY2751
 BY2751'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5526 ***********************************************************************
 AH5526  DESIGNATION -  WET ET
 AH5526  PID         -  AH5526
 AH5526  STATE/COUNTY-  TX/FRANKLIN
 AH5526  USGS QUAD   -  HAGANSPORT (1964)
 AH5526
 AH5526                         *CURRENT SURVEY CONTROL
 AH5526  ___________________________________________________________________
 AH5526* NAD 83(1993)-  33 21 40.44841(N)    095 14 35.07238(W)     ADJUSTED  
 AH5526* NAVD 88     -       102.3    (meters)     336.     (feet)  VERTCON   
 AH5526  ___________________________________________________________________
 AH5526  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AH5526  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH5526
 AH5526  HORZ ORDER  -  THIRD
 AH5526
 AH5526.The horizontal coordinates were established by classical geodetic methods
 AH5526.and adjusted by the National Geodetic Survey in July 1998..
 AH5526
 AH5526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5526
 AH5526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5526
 AH5526.The geoid height was determined by GEOID03.
 AH5526
 AH5526;                    North         East     Units Scale Factor Converg.
 AH5526;SPC TXNC     - 2,192,609.651   903,040.930   MT  0.99988717   +1 46 34.7
 AH5526;SPC TXNC     - 7,193,586.83  2,962,726.78   sFT  0.99988717   +1 46 34.7
 AH5526;UTM  15      - 3,693,581.961   291,298.025   MT  1.00013704   -1 14 02.2
 AH5526
 AH5526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5526!SPC TXNC     -   0.99998813  x   0.99988717  =   0.99987530
 AH5526!UTM  15      -   0.99998813  x   1.00013704  =   1.00012517
 AH5526
 AH5526                          SUPERSEDED SURVEY CONTROL
 AH5526
 AH5526  NGVD 29 (07/28/98)  102.3    (m)          336.     (f) VERT ANG       
 AH5526
 AH5526.Superseded values are not recommended for survey control.
 AH5526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5526.See file dsdata.txt to determine how the superseded data were derived.
 AH5526
 AH5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9129893582(NAD 83)
 AH5526_MARKER: DS = TRIANGULATION STATION DISK
 AH5526_SETTING: 66 = SET IN ROCK OUTCROP
 AH5526_PROJECTION: FLUSH
 AH5526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5526+STABILITY: POSITION/ELEVATION WELL
 AH5526
 AH5526  HISTORY     - Date     Condition        Report By
 AH5526  HISTORY     - 1962     MONUMENTED       USGS
 AH5526
 AH5526                          STATION DESCRIPTION
 AH5526
 AH5526'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5526'LOCATED ABOUT 8 MI. S. OF BOGATA AND 1.5 MI. N. OF HAGANSPORT, 14 FT.
 AH5526'E. OF CENTERLINE STATE HIGHWAY 37, NE. ABUTMENT OF S. RELIEF BRIDGE IN
 AH5526'SUPHUR RIVER BOTTOM.
 AH5526'TO REACH FROM JUNCTION U.S. HIGHWAY 271 AND STATE HIGHWAY 37 JUST W.
 AH5526'OF BOGATA, DRIVE S. ALONG HIGHWAY 37 8.1 MI. TO THE STATION MARK LEFT
 AH5526'OF RD. (E.).
 AH5526'STATION MARK--STANDARD TABLET STAMPED---WET-ET 1962---. SET IN NE.
 AH5526'CONCRETE ABUTMENT OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1157 ***********************************************************************
 DN1157  DESIGNATION -  WETSEL
 DN1157  PID         -  DN1157
 DN1157  STATE/COUNTY-  TX/COLLIN
 DN1157  USGS QUAD   -  PLANO (1973)
 DN1157
 DN1157                         *CURRENT SURVEY CONTROL
 DN1157  ___________________________________________________________________
 DN1157* NAD 83(1993)-  33 07 10.39508(N)    096 39 02.32794(W)     ADJUSTED  
 DN1157* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 DN1157  ___________________________________________________________________
 DN1157  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 DN1157  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DN1157
 DN1157  HORZ ORDER  -  SECOND
 DN1157
 DN1157.The horizontal coordinates were established by classical geodetic methods
 DN1157.and adjusted by the National Geodetic Survey in February 1996..
 DN1157
 DN1157.The orthometric height was scaled from a topographic map.
 DN1157
 DN1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1157
 DN1157.The geoid height was determined by GEOID03.
 DN1157
 DN1157;                    North         East     Units Scale Factor Converg.
 DN1157;SPC TXNC     - 2,162,629.367   772,563.774   MT  0.99987332   +1 00 31.1
 DN1157;SPC TXNC     - 7,095,226.51  2,534,652.98   sFT  0.99987332   +1 00 31.1
 DN1157;UTM  14      - 3,666,997.127   719,195.278   MT  1.00019243   +1 17 03.0
 DN1157
 DN1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1157!SPC TXNC     -   0.99997171  x   0.99987332  =   0.99984503
 DN1157!UTM  14      -   0.99997171  x   1.00019243  =   1.00016413
 DN1157
 DN1157|---------------------------------------------------------------------|
 DN1157| PID    Reference Object                     Distance      Geod. Az  |
 DN1157|                                                           dddmmss.s |
 DN1157| CY3084 WETSEL RM 1                          20.363 METERS 04011     |
 DN1157| CY3085 WETSEL RM 2                          18.769 METERS 18606     |
 DN1157| CY3083 WETSEL AZ MK                                       2033130.1 |
 DN1157|---------------------------------------------------------------------|
 DN1157
 DN1157                          SUPERSEDED SURVEY CONTROL
 DN1157
 DN1157  NAD 83(1993)-  33 07 10.39726(N)    096 39 02.32218(W) AD(       ) 2
 DN1157  NAD 83(1986)-  33 07 10.40170(N)    096 39 02.31398(W) AD(       ) 2
 DN1157  NAD 27      -  33 07 09.97600(N)    096 39 01.33600(W) AD(       ) 2
 DN1157
 DN1157.Superseded values are not recommended for survey control.
 DN1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1157.See file dsdata.txt to determine how the superseded data were derived.
 DN1157
 DN1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1919566997(NAD 83)
 DN1157_MARKER: DS = TRIANGULATION STATION DISK
 DN1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1157
 DN1157  HISTORY     - Date     Condition        Report By
 DN1157  HISTORY     - 1950     MONUMENTED       CGS
 DN1157  HISTORY     - 1955     GOOD             TXHD
 DN1157  HISTORY     - 1960     GOOD             USGS
 DN1157  HISTORY     - 1988     GOOD             USPSQD
 DN1157  HISTORY     - 19910707 GOOD             USPSQD
 DN1157
 DN1157                          STATION DESCRIPTION
 DN1157
 DN1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN1157'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF
 DN1157'MC KINNEY, ABOUT 1-1/2 MILES NORTH-NORTHEAST OF ALLEN, ON
 DN1157'PROPERTY OWNED AND OCCUPIED BY MR. F.S. FONDREN.  IT IS ABOUT
 DN1157'45 YARDS SOUTHEAST OF A FARM HOUSE, 70 FEET WEST OF THE
 DN1157'CENTERLINE OF U.S. HIGHWAY 75, 34 FEET SOUTHWEST OF A GATE
 DN1157'POST, 30 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, AND
 DN1157'20 FEET WEST OF A FENCELINE.  THE DISK IS STAMPED WETSEL
 DN1157'1949 AND IS SET FLUSH WITH THE GROUND.  (THIS STATION WAS
 DN1157'BUILT IN 1949 BUT NOT OCCUPIED UNTIL 1950.)
 DN1157'
 DN1157'REFERENCE MARK NO. 1 IS 50 FEET WEST OF THE CENTERLINE OF
 DN1157'THE HIGHWAY, 42 FEET SOUTH OF A FENCE CORNER, 24 FEET NORTH
 DN1157'OF A GATE POST, AND 1 FOOT WEST OF A FENCELINE.  THE DISK
 DN1157'IS STAMPED WETSEL NO 1 1949 AND PROJECTS 2 INCHES.
 DN1157'
 DN1157'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE CENTERLINE OF
 DN1157'THE HIGHWAY, AND 1 FOOT WEST OF THE FENCELINE.  THE DISK
 DN1157'IS STAMPED WETSEL NO 2 1949 AND PROJECTS 2 INCHES.
 DN1157'
 DN1157'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A CULTIVATED
 DN1157'FIELD, 52 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 40
 DN1157'FEET NORTH OF THE CENTERLINE OF AN EAST-WEST TRACK ROAD,
 DN1157'4 FEET NORTH OF A POWER POLE, AND 2 FEET NORTHEAST OF A WITNESS
 DN1157'POST.  THE DISK IS STAMPED WETSEL 1949 AND PROJECTS 3 INCHES.
 DN1157'
 DN1157'TO REACH THE STATION FROM ALLEN, GO EAST TO U.S. HIGHWAY
 DN1157'75, THENCE NORTH ON THE HIGHWAY, FOR 1.1 MILES TO THE AZIMUTH
 DN1157'MARK ON THE LEFT.  CONTINUE NORTH FOR 0.3 MILE TO MR. FONDRENS
 DN1157'HOME ON THE LEFT AND THE STATION AS DESCRIBED.
 DN1157'
 DN1157'A 100 FOOT SIGNAL AT LUCAS IS VISIBLE AT 10 FEET.
 DN1157'
 DN1157'A 4 FOOT SIGNAL AT ALLEN IS VISIBLE AT 10 FEET.
 DN1157'
 DN1157'AN 87 FOOT SIGNAL AT GUMBO IS VISIBLE AT 30 FEET.
 DN1157'
 DN1157'A 4 FOOT SIGNAL AT FOOT IS VISIBLE AT 30 FEET.
 DN1157'
 DN1157'A 100 FOOT SIGNAL AT NEWSOME 1935 IS VISIBLE AT 30 FEET.
 DN1157'
 DN1157'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DN1157
 DN1157                          STATION RECOVERY (1955)
 DN1157
 DN1157'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1157'STATION RECOVERED.  70.7 FT WEST OF U.S. 75.  R.M. 1 AND 2
 DN1157'RECOVERED.
 DN1157
 DN1157                          STATION RECOVERY (1960)
 DN1157
 DN1157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN1157'STATION FOUND IN GOOD CONDITION.  DESCRIPTIONS SHOULD READ--
 DN1157'
 DN1157'STATION IS ABOUT 45 YARDS SE OF A FARMHOUSE, 70 FEET W OF
 DN1157'THE CENTER LINE OF TEXAS STATE HWY 5.
 DN1157'
 DN1157'TO REACH THE STATION FROM ALLEN, GO E TO TEXAS STATE HWY 5,
 DN1157'THENCE N ON HIGHWAY FOR 1.1 MILES TO THE AZIMUTH MARK ON
 DN1157'THE LEFT.  CONTINUE N FOR 0.3 MILE TO MR. FONDRENS HOUSE
 DN1157'ON THE LEFT AND THE STATION AS DESCRIBED.
 DN1157
 DN1157                          STATION RECOVERY (1988)
 DN1157
 DN1157'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DN1157'RECOVERED IN GOOD CONDITION.
 DN1157
 DN1157                          STATION RECOVERY (1991)
 DN1157
 DN1157'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2892 ***********************************************************************
 CS2892  DESIGNATION -  WFAA
 CS2892  PID         -  CS2892
 CS2892  STATE/COUNTY-  TX/DALLAS
 CS2892  USGS QUAD   -  GRAPEVINE (1981)
 CS2892
 CS2892                         *CURRENT SURVEY CONTROL
 CS2892  ___________________________________________________________________
 CS2892* NAD 83(1993)-  32 55 02.97643(N)    097 01 42.59527(W)     ADJUSTED  
 CS2892* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 CS2892  ___________________________________________________________________
 CS2892  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 CS2892  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CS2892
 CS2892  HORZ ORDER  -  SECOND
 CS2892
 CS2892.The horizontal coordinates were established by classical geodetic methods
 CS2892.and adjusted by the National Geodetic Survey in February 1996..
 CS2892
 CS2892.The orthometric height was scaled from a topographic map.
 CS2892
 CS2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2892
 CS2892.The geoid height was determined by GEOID03.
 CS2892
 CS2892;                    North         East     Units Scale Factor Converg.
 CS2892;SPC TXNC     - 2,139,667.634   737,622.720   MT  0.99987535   +0 48 09.2
 CS2892;SPC TXNC     - 7,019,892.90  2,420,017.21   sFT  0.99987535   +0 48 09.2
 CS2892;UTM  14      - 3,643,864.369   684,355.672   MT  1.00001908   +1 04 18.0
 CS2892
 CS2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2892!SPC TXNC     -   0.99997725  x   0.99987535  =   0.99985261
 CS2892!UTM  14      -   0.99997725  x   1.00001908  =   0.99999633
 CS2892
 CS2892:                Primary Azimuth Mark                     Grid Az
 CS2892:SPC TXNC     -  WFAA AZ MK 2                             015 39 25.3
 CS2892:UTM  14      -  WFAA AZ MK 2                             015 23 16.5
 CS2892
 CS2892|---------------------------------------------------------------------|
 CS2892| PID    Reference Object                     Distance      Geod. Az  |
 CS2892|                                                           dddmmss.s |
 CS2892| CY3087 WFAA AZ MK 2                                       0162734.5 |
 CS2892| CS2893 RADIO STA WFAA WBAP TRANSM TWR      266.393 METERS 04316     |
 CS2892| CY3088 WFAA RM 1                            25.579 METERS 19826     |
 CS2892| CY3090 WFAA RM 3                            25.769 METERS 25751     |
 CS2892| CY3089 WFAA RM 2                            26.673 METERS 27941     |
 CS2892| CY3086 WFAA AZ MK                                         2961926.9 |
 CS2892|---------------------------------------------------------------------|
 CS2892
 CS2892                          SUPERSEDED SURVEY CONTROL
 CS2892
 CS2892  NAD 83(1993)-  32 55 02.97891(N)    097 01 42.58050(W) AD(       ) 2
 CS2892  NAD 83(1986)-  32 55 02.98171(N)    097 01 42.57910(W) AD(       ) 2
 CS2892  NAD 27      -  32 55 02.53200(N)    097 01 41.55000(W) AD(       ) 2
 CS2892
 CS2892.Superseded values are not recommended for survey control.
 CS2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2892.See file dsdata.txt to determine how the superseded data were derived.
 CS2892
 CS2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8435643864(NAD 83)
 CS2892_MARKER: DS = TRIANGULATION STATION DISK
 CS2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2892
 CS2892  HISTORY     - Date     Condition        Report By
 CS2892  HISTORY     - 1947     MONUMENTED       CGS
 CS2892  HISTORY     - 1957     GOOD             CGS
 CS2892  HISTORY     - 1959     GOOD             CGS
 CS2892  HISTORY     - 1963     GOOD             CGS
 CS2892  HISTORY     - 1966     GOOD             CGS
 CS2892  HISTORY     - 1969     GOOD             CGS
 CS2892  HISTORY     - 1973     GOOD             NGS
 CS2892  HISTORY     - 1976     GOOD             NGS
 CS2892
 CS2892                          STATION DESCRIPTION
 CS2892
 CS2892'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2892'THE STATION IS LOCATED ABOUT 3.5 MILES EAST-SOUTHEAST OF
 CS2892'GRAPEVINE, IN THE WEDGE SHAPED END OF A FIELD, BETWEEN THE
 CS2892'WEST SIDE OF THE WBAP-WFAA RADIO STATION AND A NORTH AND SOUTH
 CS2892'ROAD, 128 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 114, 58
 CS2892'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 7 FEET
 CS2892'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND
 CS2892'THE DISK IS STAMPED WFAA 1947.
 CS2892'
 CS2892'REFERENCE MARK NO. 1 IS 83.96 FEET SOUTH OF THE STATION, 44
 CS2892'FEET NORTH OF THE CENTERLINE OF STATE ROUTE 114, IN THE
 CS2892'NORTHEAST CORNER OF CROSSROADS.  THE MARK PROJECTS 3 INCHES AND THE
 CS2892'DISK IS STAMPED WFAA NO 1 1947.
 CS2892'
 CS2892'REFERENCE MARK NO. 2 IS 87.51 FEET WEST OF THE STATION, 29 FEET
 CS2892'WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 4 FEET
 CS2892'SOUTH OF A POWER POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CS2892'IS STAMPED WFAA NO 2 1947.
 CS2892'
 CS2892'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 50 FEET
 CS2892'NORTH OF THE CENTERLINE STATE ROUTE 114 AND 2.8 FEET EAST
 CS2892'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CS2892'IS STAMPED WFAA 1947.
 CS2892'
 CS2892'TO REACH FROM THE NORTH END OF MAIN STREET IN GRAPEVINE, GO EAST
 CS2892'ON STATE ROUTES 114 AND 121 FOR 0.6 MILE TO FORKS, KEEP RIGHT
 CS2892'STATE ROUTE 114 FOR 2.7 TO AZIMUTH MARK ON THE LEFT, CONTINUE
 CS2892'AHEAD FOR 0.3 MILE TO CROSSROADS AT THE WEST SIDE OF WBAP-WFAA
 CS2892'RADIO STATION AND STATION.
 CS2892'
 CS2892'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 CS2892
 CS2892                          STATION RECOVERY (1957)
 CS2892
 CS2892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 CS2892'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 CS2892'GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 WAS NOT
 CS2892'RECOVERED.  IT IS PROBABLY IN PLACE UNDER THE FENCE ROW ALONG
 CS2892'THE EDGE OF A CULTIVATED FIELD.  THE AZIMUTH MARK WAS FOUND IN
 CS2892'A DISTURBED CONDITION ALONG THE EDGE OF A CULTIVATED FIELD AND IS
 CS2892'OF NO VALUE.
 CS2892
 CS2892                          STATION RECOVERY (1959)
 CS2892
 CS2892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2892'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION
 CS2892'AS DESCRIBED.  UNABLE TO LOCATE REFERENCE MARK NO. 2.  DIRECTIONS
 CS2892'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2892
 CS2892                          STATION RECOVERY (1963)
 CS2892
 CS2892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2892'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CS2892'CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 CS2892'FOUND TO BE DESTROYED.
 CS2892'
 CS2892'THE ORIGINAL DESCRIPTION FOR STATION MARK AND REFERENCE MARK
 CS2892'NO. 1 ADEQUATE FOR RECOVERY.  REFERENCE MARK NO. 2 WAS FOUND
 CS2892'PULLED OUT OF GROUND TO CLEAR FOR CULTIVATION.  AZIMUTH MARK
 CS2892'HAD BEEN HIT BY FARM MACHINERY.  IT APPEARED TO HAVE MOVED
 CS2892'ABOUT 6 INCHES FROM THE ORIGINAL POSITION.
 CS2892'
 CS2892'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 114 AND 121 WHICH IS
 CS2892'0.6 MILE EAST OF GRAPEVINE, GO SOUTHEASTERLY ON STATE HIGHWAY 114
 CS2892'FOR 1.05 MILES TO THE JUNCTION OF BUSINESS ROUTE 114 AND STATE
 CS2892'HIGHWAY 114.  CONTINUE EAST ON STATE HIGHWAY 114 FOR 0.85 MILE
 CS2892'TO CROSSROAD AND STATION.
 CS2892
 CS2892                          STATION RECOVERY (1966)
 CS2892
 CS2892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2892'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 CS2892'GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CS2892'WERE FOUND TO BE DESTROYED.  ONE NEW REFERENCE MARK AND A
 CS2892'NEW AZIMUTH MARK WERE SET.
 CS2892'
 CS2892'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 3-1/2
 CS2892'MILES EAST OF GRAPEVINE, JUST WEST OF THE GROUNDS OF THE
 CS2892'WFAA-WBAP RADIO STATION, IN THE SOUTH POINT OF A CULTIVATED
 CS2892'FIELD.
 CS2892'
 CS2892'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 114
 CS2892'AND 121 WHICH IS 0.6 MILE EAST OF GRAPEVINE, GO SOUTHEAST
 CS2892'ON BUSINESS ROUTE 114 FOR 1.05 MILES TO THE JUNCTION OF
 CS2892'STATE HIGHWAY 114, CONTINUE STRAIGHT AHEAD, EAST, ON A BLACK
 CS2892'TOP ROAD FOR 0.85 MILE TO STATION ON THE LEFT.
 CS2892'
 CS2892'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON COUNTY LINE ROAD
 CS2892'0.5 MILE TO STATE HIGHWAY 114.  TURN RIGHT, ON THE HIGHWAY, GO
 CS2892'0.15 MILE TO MARK ON THE RIGHT.
 CS2892'
 CS2892'STATION MARK, A STANDARD DISK, STAMPED WFAA 1947, IS SET IN
 CS2892'A 12 IN X 12 IN CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 CS2892'IT IS 126 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 CS2892'60 FEET EAST OF COUNTY LINE ROAD, AND 56 FEET NORTHEAST OF
 CS2892'A POWER LINE POLE WITH TRANSFORMER.
 CS2892'
 CS2892'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED WFAA NO 1 1947,
 CS2892'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3
 CS2892'INCHES ABOVE SURFACE OF GROUND.  IT IS 98 FEET EAST OF THE CENTER
 CS2892'OF COUNTY LINE ROAD, 44 FEET NORTH OF THE CENTER LINE OF THE
 CS2892'EAST-WEST ROAD, AND 37 FEET SOUTHEAST OF THE POWER LINE POLE
 CS2892'WITH TRANSFORMER.
 CS2892'
 CS2892'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED WFAA 1947 NO 3
 CS2892'1966 IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH SURFACE
 CS2892'OF GROUND.  IT IS 74 FEET NORTH OF THE CENTER LINE OF THE
 CS2892'EAST-WEST ROAD, 25 FEET WEST OF THE CENTER OF COUNTY LINE ROAD,
 CS2892'AND 35 FEET NORTH OF A HIGHWAY STOP SIGN.
 CS2892'
 CS2892'AZIMUTH MARK, A STANDARD DISK, STAMPED WFAA 1947 AZ 2 1966, IS
 CS2892'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES
 CS2892'ABOVE GROUND.  IT IS 50.5 FEET SOUTH OF THE CENTER LINE OF
 CS2892'STATE HIGHWAY 114, AND 2 FEET WEST OF A METAL WITNESS POST.
 CS2892
 CS2892                          STATION RECOVERY (1969)
 CS2892
 CS2892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS2892'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 3 AND AZIMUTH
 CS2892'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1966 RECOVERY
 CS2892'NOTE AND ROUTE PROCEEDING TO STATION ARE ADEQUATE FOR
 CS2892'RECOVERY.
 CS2892'
 CS2892'STATION WAS OCCUPIED TO DETERMINE THE AZIMUTH FOR AZIMUTH MARK AND
 CS2892'CHECK ANGLE TO WATER TANK.
 CS2892'
 CS2892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 CS2892'EAST OF GRAPEVINE
 CS2892
 CS2892                          STATION RECOVERY (1973)
 CS2892
 CS2892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 CS2892'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 CS2892'WERE RECOVERED IN GOOD CONDITION.  THE STATION IS NOW ON
 CS2892'THE DALLAS-FORT WORTH REGIONAL AIRPORT.  IT IS APPROXIMATELY 2800
 CS2892'FEET N OF RUNWAY END 17L, 616 FEET SE OF THE ILS-MIDDLE MARKER,
 CS2892'AND 556 FEET SE OF THE CENTER OF THE LAST APPROACH LIGHT
 CS2892'FOR RUNWAY 17L.
 CS2892
 CS2892                          STATION RECOVERY (1976)
 CS2892
 CS2892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 CS2892'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IS NOW ONE FOOT
 CS2892'NORTH OF A WITNESS POST.  THE OTHER MARKS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2552 ***********************************************************************
 AX2552  PACS        -  This is a Primary Airport Control Station.
 AX2552  DESIGNATION -  WHARPORT
 AX2552  PID         -  AX2552
 AX2552  STATE/COUNTY-  TX/WHARTON
 AX2552  USGS QUAD   -  GLEN FLORA (1980)
 AX2552
 AX2552                         *CURRENT SURVEY CONTROL
 AX2552  ___________________________________________________________________
 AX2552* NAD 83(1993)-  29 15 37.04172(N)    096 09 27.68193(W)     ADJUSTED  
 AX2552* NAVD 88     -        29.722  (meters)      97.51   (feet)  ADJUSTED  
 AX2552  ___________________________________________________________________
 AX2552  X           -    -597,337.986 (meters)                     COMP
 AX2552  Y           -  -5,536,666.928 (meters)                     COMP
 AX2552  Z           -   3,099,103.288 (meters)                     COMP
 AX2552  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AX2552  ELLIP HEIGHT-           2.51  (meters)          (10/24/00) GPS OBS
 AX2552  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2552  DYNAMIC HT  -          29.680 (meters)      97.38  (feet)  COMP
 AX2552  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 AX2552
 AX2552  HORZ ORDER  -  B
 AX2552  VERT ORDER  -  FIRST     CLASS I
 AX2552  ELLP ORDER  -  FOURTH    CLASS II
 AX2552
 AX2552.This mark is at Wharton Muni (5R5) Airport (5R5)
 AX2552
 AX2552.The horizontal coordinates were established by GPS observations
 AX2552.and adjusted by the National Geodetic Survey in February 1996..
 AX2552
 AX2552.The orthometric height was determined by differential leveling
 AX2552.and adjusted by the National Geodetic Survey in June 1991..
 AX2552
 AX2552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2552
 AX2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2552
 AX2552.The ellipsoidal height was determined by GPS observations
 AX2552.and is referenced to NAD 83.
 AX2552
 AX2552.The geoid height was determined by GEOID03.
 AX2552
 AX2552.The dynamic height is computed by dividing the NAVD 88
 AX2552.geopotential number by the normal gravity value computed on the
 AX2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2552.degrees latitude (g = 980.6199 gals.).
 AX2552
 AX2552.The modeled gravity was interpolated from observed gravity values.
 AX2552
 AX2552;                    North         East     Units Scale Factor Converg.
 AX2552;SPC TXSC     - 4,161,500.791   876,190.212   MT  0.99986409   +1 23 32.9
 AX2552;SPC TXSC     -13,653,190.51  2,874,634.05   sFT  0.99986409   +1 23 32.9
 AX2552;UTM  14      - 3,240,174.338   776,204.029   MT  1.00054148   +1 23 24.5
 AX2552
 AX2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2552!SPC TXSC     -   0.99999961  x   0.99986409  =   0.99986370
 AX2552!UTM  14      -   0.99999961  x   1.00054148  =   1.00054109
 AX2552
 AX2552:                Primary Azimuth Mark                     Grid Az
 AX2552:SPC TXSC     -  WHARPORT AZ MK                           149 24 36.7
 AX2552:UTM  14      -  WHARPORT AZ MK                           149 24 45.1
 AX2552
 AX2552|---------------------------------------------------------------------|
 AX2552| PID    Reference Object                     Distance      Geod. Az  |
 AX2552|                                                           dddmmss.s |
 AX2552| AX2553 WHARPORT AZ MK                      APPROX. 0.7 KM 1504809.6 |
 AX2552|---------------------------------------------------------------------|
 AX2552
 AX2552                          SUPERSEDED SURVEY CONTROL
 AX2552
 AX2552  ELLIP H (02/20/96)    2.66   (m)                       GP(       ) 3 2
 AX2552  NAD 83(1993)-  29 15 37.04143(N)    096 09 27.68473(W) AD(       ) 3
 AX2552  ELLIP H (02/16/96)    2.55   (m)                       GP(       ) 5 1
 AX2552  NAD 83(1986)-  29 15 37.05839(N)    096 09 27.66538(W) AD(       ) 3
 AX2552  NAD 83(1986)-  29 15 37.05768(N)    096 09 27.66421(W) AD(       ) 3
 AX2552  NAVD 88 (02/20/96)   29.72   (m)           97.5    (f) LEVELING    3  
 AX2552  NGVD 29 (12/23/87)   29.725  (m)           97.52   (f) ADJUSTED    1 1
 AX2552
 AX2552.Superseded values are not recommended for survey control.
 AX2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2552.See file dsdata.txt to determine how the superseded data were derived.
 AX2552
 AX2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7620440174(NAD 83)
 AX2552_MARKER: I = METAL ROD
 AX2552_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AX2552_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AX2552_STAMPING: WHARPORT 1987
 AX2552_MARK LOGO: NGS   
 AX2552_PROJECTION: FLUSH
 AX2552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2552+STABILITY: POSITION/ELEVATION WELL
 AX2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2552+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1994
 AX2552_ROD/PIPE-DEPTH: 9.8  meters
 AX2552_SLEEVE-DEPTH  : 1.0 meters
 AX2552
 AX2552  HISTORY     - Date     Condition        Report By
 AX2552  HISTORY     - 1987     MONUMENTED       NGS
 AX2552  HISTORY     - 1987     GOOD             NGS
 AX2552  HISTORY     - 19880322 GOOD             NGS
 AX2552  HISTORY     - 19941214 GOOD             NGS
 AX2552
 AX2552                          STATION DESCRIPTION
 AX2552
 AX2552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AX2552'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI)
 AX2552'NORTHEAST OF EL CAMPO,
 AX2552'12.9 KM (8.0 MI) NORTHWEST OF LANE CITY, 8.0 KM (5.0 MI) SOUTHWEST
 AX2552'OF WHARTON AND AT THE WHARTON MUNICIPAL AIRPORT.
 AX2552'OWNERSHIP--CITY OF WHARTON, DOUG ONDRIS, MANAGER, 101 WEST
 AX2552'BURLESON, WHARTON TX 77488, PHONE 409-532-3210.
 AX2552'
 AX2552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FARM
 AX2552'ROAD 961, ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF WHARTON.  GO SOUTHWEST
 AX2552'ON U.S. HIGHWAY 59 FOR 3.1 KM (1.9 MI) TO AIRPORT ROAD ON THE LEFT.
 AX2552'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 1.2 KM (0.75 MI) TO THE
 AX2552'JUNCTION WITH THE TAXIWAY.  (TO REACH THE AZIMUTH MARK FROM THIS
 AX2552'POINT, TURN LEFT ON THE TAXIWAY FOR 0.1 KM (0.05 MI) TO THE MARK ON
 AX2552'THE RIGHT AT CROSSOVER).  TURN RIGHT AND GO NORTH-NORTHWEST ON THE
 AX2552'TAXIWAY FOR 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT.
 AX2552'
 AX2552'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AX2552'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AX2552'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AX2552'LOGO CAP STAMPED---WHARPORT 1987---, THE ROD IS RECESSED 1 CM BELOW
 AX2552'THE GROUND SURFACE.  LOCATED
 AX2552'46.5 METERS (152.6 FT) NORTHEAST FROM THE RUNWAY CENTER,
 AX2552'34.3 METERS (112.5 FT) NORTH FROM THE CENTER OF A VASI LIGHT,
 AX2552'18.3 METERS (60.0 FT) SOUTHEAST FROM THE CENTERLINE OF TAXIWAY AT
 AX2552'HOLDING BARS,
 AX2552'16.6 METERS (54.5 FT) SOUTHWEST FROM A TAXIWAY,
 AX2552'8.6 METERS (28.2 FT) SOUTH FROM THE CENTER 1 OF 5 TAXI LIGHTS AND
 AX2552'0.3 METERS (1.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 AX2552'
 AX2552'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AX2552'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 AX2552'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 AX2552'WITH A LOGO CAP STAMPED---WHARPORT AZ MK 1987---, THE ROD IS
 AX2552'RECESSED 1 CM BELOW THE GROUND SURFACE.  LOCATED
 AX2552'46.7 METERS (155.2 FT) NORTHEAST FROM THE CENTERLINE OF RUNWAY,
 AX2552'16.9 METERS (55.4 FT) NORTHWEST FROM THE CENTERLINE OF CROSSOVER AT
 AX2552'HOLDING BARS,
 AX2552'16.7 METERS (54.8 FT) SOUTHWEST FROM THE CENTERLINE OF A TAXIWAY,
 AX2552'13.1 METERS (43.0 FT) NORTH-NORTHEAST FROM THE CENTER OF TWO PIPE
 AX2552'CULVERTS AND
 AX2552'0.3 METERS (1.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 AX2552'
 AX2552'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AX2552'
 AX2552'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AX2552'
 AX2552'DESCRIBED BY B.L. LAMBERT.
 AX2552
 AX2552                          STATION RECOVERY (1987)
 AX2552
 AX2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX2552'9.5 KM (5.9 MI) SW FROM WHARTON.
 AX2552'4.78 KM (2.97 MI) SOUTHWEST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION
 AX2552'OF STATE HIGHWAY 60 IN WHARTON, THENCE 2.83 KM (1.76 MI) SOUTHWEST
 AX2552'ALONG US HIGHWAY 59, THENCE 1.2 KM (0.75 MI) SOUTHEAST ALONG AIRPORT
 AX2552'ROAD, THENCE 0.08 KM (0.05 MI) SOUTHWEST ALONG A TAXIWAY, THENCE 0.6
 AX2552'KM (0.4 MI) NORTHWEST ALONG A PAVED TAXIWAY, AT THE EXTREME NORTHWEST
 AX2552'END OF THE MAIN TAXIWAY, 16.8 METERS (55.0 FT) SOUTHWEST OF THE
 AX2552'CENTERLINE OF THE MAIN TAXIWAY, 18.3 METERS (60.0 FT) SOUTHEAST OF THE
 AX2552'CENTERLINE OF A TAXI CROSSOVER TO THE RUNWAY, 10.3 METERS (33.9 FT)
 AX2552'SOUTHWEST OF THE SOUTHERNMOST 1 OF 5 BLUE LIGHTS FOR THE CROSSOVER,
 AX2552'33.5 METERS (110 FT) NORTH OF THE NORTHEAST CORNER OF A VASI LIGHT,
 AX2552'THE DATUM POINT IS IN A 1-INCH SLEEVE WHICH EXTENDS TO A DEPTH OF 1.0
 AX2552'METER.  NOTE--A GPS STATION.  NOTE--FOR ACCESS CONTACT WHARTON CITY
 AX2552'MANAGER MR MACKLIN AT TELEPHONE 532-2491.  NOTE--ACCESS TO DATUM POINT
 AX2552'IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2552'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 AX2552'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 AX2552
 AX2552                          STATION RECOVERY (1988)
 AX2552
 AX2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AX2552'RECOVERED IN GOOD CONDITION.
 AX2552
 AX2552                          STATION RECOVERY (1994)
 AX2552
 AX2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AX2552'RECOVERED AS DESCRIBED, WITH A NEW TO REACH STATEMENT.  TO REACH THE
 AX2552'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 59 AND FARM ROAD 961, 3.0
 AX2552'MI (4.8 KM) SOUTHWEST OF WHARTON, PROCEED SOUTHWEST ON U.S.  HIGHWAY
 AX2552'59 FOR 1.9 MI (3.1 KM) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT (SOUTH)
 AX2552'ONTO AIRPORT ROAD AND CONTINUE FOR 0.7 MI (1.1 KM) TO THE TERMINAL
 AX2552'BUILDING.  TURN RIGHT (SOUTHWEST) AT THE SOUTH SIDE OF THE TERMINAL
 AX2552'BUILDING AND PROCEED 0.05 MI (0.08 KM) SOUTHWEST ACROSS THE PARKING
 AX2552'APRON TO THE PARALLEL TAXIWAY.  TURN RIGHT (NORTHWEST) ON THE PARALLEL
 AX2552'TAXIWAY AND PROCEED 0.23 MI (0.37 KM) TO THE HOLD BAR FOR RUNWAY END
 AX2552'14 AND THE STATION ON THE LEFT.  THIS IS A PAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2553 ***********************************************************************
 AX2553  SACS        -  This is a Secondary Airport Control Station.
 AX2553  DESIGNATION -  WHARPORT AZ MK
 AX2553  PID         -  AX2553
 AX2553  STATE/COUNTY-  TX/WHARTON
 AX2553  USGS QUAD   -  GLEN FLORA (1980)
 AX2553
 AX2553                         *CURRENT SURVEY CONTROL
 AX2553  ___________________________________________________________________
 AX2553* NAD 83(1993)-  29 15 16.04663(N)    096 09 14.30306(W)     ADJUSTED  
 AX2553* NAVD 88     -        29.442  (meters)      96.59   (feet)  ADJUSTED  
 AX2553  ___________________________________________________________________
 AX2553  X           -    -597,012.701 (meters)                     COMP
 AX2553  Y           -  -5,537,019.506 (meters)                     COMP
 AX2553  Z           -   3,098,539.187 (meters)                     COMP
 AX2553  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AX2553  ELLIP HEIGHT-           2.21  (meters)          (01/31/01) GPS OBS
 AX2553  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2553  DYNAMIC HT  -          29.400 (meters)      96.46  (feet)  COMP
 AX2553  MODELED GRAV-     979,240.7   (mgal)                       NAVD 88
 AX2553
 AX2553  HORZ ORDER  -  FIRST
 AX2553  VERT ORDER  -  FIRST     CLASS I
 AX2553  ELLP ORDER  -  FOURTH    CLASS II
 AX2553
 AX2553.This mark is at Wharton Muni (5R5) Airport (5R5)
 AX2553
 AX2553.The horizontal coordinates were established by GPS observations
 AX2553.and adjusted by the National Geodetic Survey in February 1997..
 AX2553
 AX2553.The orthometric height was determined by differential leveling
 AX2553.and adjusted by the National Geodetic Survey in June 1991..
 AX2553
 AX2553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2553
 AX2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2553
 AX2553.The ellipsoidal height was determined by GPS observations
 AX2553.and is referenced to NAD 83.
 AX2553
 AX2553.The geoid height was determined by GEOID03.
 AX2553
 AX2553.The dynamic height is computed by dividing the NAVD 88
 AX2553.geopotential number by the normal gravity value computed on the
 AX2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2553.degrees latitude (g = 980.6199 gals.).
 AX2553
 AX2553.The modeled gravity was interpolated from observed gravity values.
 AX2553
 AX2553;                    North         East     Units Scale Factor Converg.
 AX2553;SPC TXSC     - 4,160,863.437   876,566.989   MT  0.99986422   +1 23 39.5
 AX2553;SPC TXSC     -13,651,099.46  2,875,870.20   sFT  0.99986422   +1 23 39.5
 AX2553;UTM  14      - 3,239,536.535   776,581.035   MT  1.00054405   +1 23 30.1
 AX2553
 AX2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2553!SPC TXSC     -   0.99999965  x   0.99986422  =   0.99986387
 AX2553!UTM  14      -   0.99999965  x   1.00054405  =   1.00054370
 AX2553
 AX2553:                Primary Azimuth Mark                     Grid Az
 AX2553:SPC TXSC     -  WHARPORT                                 329 24 36.6
 AX2553:UTM  14      -  WHARPORT                                 329 24 46.0
 AX2553
 AX2553|---------------------------------------------------------------------|
 AX2553| PID    Reference Object                     Distance      Geod. Az  |
 AX2553|                                                           dddmmss.s |
 AX2553| AX2552 WHARPORT                            APPROX. 0.7 KM 3304816.1 |
 AX2553|---------------------------------------------------------------------|
 AX2553
 AX2553                          SUPERSEDED SURVEY CONTROL
 AX2553
 AX2553  ELLIP H (02/03/97)    2.36   (m)                       GP(       ) 4 2
 AX2553  NAD 83(1993)-  29 15 16.04669(N)    096 09 14.30749(W) AD(       ) 3
 AX2553  ELLIP H (02/16/96)    2.28   (m)                       GP(       ) 5 1
 AX2553  NAD 83(1986)-  29 15 16.06365(N)    096 09 14.28965(W) AD(       ) 3
 AX2553  NAD 83(1986)-  29 15 16.06362(N)    096 09 14.28913(W) AD(       ) 3
 AX2553  NGVD 29 (12/23/87)   29.445  (m)           96.60   (f) ADJUSTED    1 1
 AX2553
 AX2553.Superseded values are not recommended for survey control.
 AX2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2553.See file dsdata.txt to determine how the superseded data were derived.
 AX2553
 AX2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7658139537(NAD 83)
 AX2553_MARKER: I = METAL ROD
 AX2553_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AX2553_SP_SET: STAINLESS STEEL ROD
 AX2553_STAMPING: WHARPORT AZ MK 1987
 AX2553_MARK LOGO: NGS   
 AX2553_PROJECTION: RECESSED 1 CENTIMETERS
 AX2553_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2553+STABILITY: POSITION/ELEVATION WELL
 AX2553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2553+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1994
 AX2553_ROD/PIPE-DEPTH: 7.3  meters
 AX2553_SLEEVE-DEPTH  : 1.0 meters
 AX2553
 AX2553  HISTORY     - Date     Condition        Report By
 AX2553  HISTORY     - 1987     MONUMENTED       NGS
 AX2553  HISTORY     - 1987     GOOD             NGS
 AX2553  HISTORY     - 19941214 GOOD             NGS
 AX2553
 AX2553                          STATION DESCRIPTION
 AX2553
 AX2553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AX2553'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI)
 AX2553'NORTHEAST OF OF EL CAMPO, 12.9 KM (8.0 MI) NORTHWEST OF LANE CITY,
 AX2553'8.0 KM (5.0 MI) SOUTHWEST OF WHARTON AND AT THE WHARTON MUNICIPAL
 AX2553'AIRPORT.
 AX2553'OWNERSHIP--CITY OF WHARTON, DOUG ONDRIS, MANAGER, 101 WEST
 AX2553'BURLESON, WHARTON TX 77488, PHONE 409-532-3210.
 AX2553'
 AX2553'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FARM
 AX2553'ROAD 961, ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF WHARTON.  GO SOUTHWEST
 AX2553'ON U.S. HIGHWAY 59 FOR 3.1 KM (1.9 MI) TO AIRPORT ROAD ON THE LEFT.
 AX2553'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 1.2 KM (0.75 MI) TO THE
 AX2553'JUNCTION WITH THE TAXIWAY.  TURN LEFT ON THE TAXIWAY FOR 0.1 KM
 AX2553'(0.05 MI) TO THE MARK ON THE RIGHT AT CROSSOVER.
 AX2553'
 AX2553'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AX2553'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AX2553'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AX2553'LOGO CAP STAMPED---WHARPORT AZ MK 1987---, THE ROD IS RECESSED 1 CM
 AX2553'BELOW THE GROUND SURFACE.  LOCATED
 AX2553'46.7 METERS (155.2 FT) NORTHEAST FROM THE CENTERLINE OF RUNWAY,
 AX2553'16.9 METERS (55.4 FT) NORTHWEST FROM THE CENTERLINE OF CROSSOVER AT
 AX2553'HOLDING BARS,
 AX2553'16.7 METERS (54.8 FT) SOUTHWEST FROM THE CENTERLINE OF A TAXIWAY,
 AX2553'13.1 METERS (43.0 FT) NORTH-NORTHEAST FROM THE CENTER OF TWO PIPE
 AX2553'CULVERTS AND
 AX2553'0.3 METERS (1.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 AX2553'
 AX2553'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AX2553'
 AX2553'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AX2553'
 AX2553'DESCRIBED BY B.L. LAMBERT.
 AX2553
 AX2553                          STATION RECOVERY (1987)
 AX2553
 AX2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX2553'8.9 KM (5.55 MI) SW FROM WHARTON.
 AX2553'4.78 KM (2.97 MI) SOUTHWEST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION
 AX2553'OF STATE HIGHWAY 60 IN WHARTON, THENCE 2.83 KM (1.76 MI) SOUTHWEST
 AX2553'ALONG US HIGHWAY 59, THENCE 1.2 KM (0.75 MI) SOUTHEAST ALONG AIRPORT
 AX2553'ROAD, THENCE 0.08 KM (0.05 MI) SOUTHWEST ALONG A TAXIWAY, 46.7 METERS
 AX2553'(153 FT) NORTHEAST OF THE CENTERLINE OF THE MAIN RUNWAY, 16.7 METERS
 AX2553'(54.8 FT) SOUTHWEST OF THE MAIN TAXIWAY, 16.9 METERS (55.4 FT)
 AX2553'NORTHWEST OF THE CENTERLINE OF A CROSSOVER TAXIWAY, 9.8 METERS (32.0
 AX2553'FT) SOUTHWEST OF THE NORTHERNMOST 1 OF 3 BLUE TAXI LIGHTS.  FOR ACCESS
 AX2553'CONTACT WHARTON CITY MANAGER MR MACKLIN AT TELEPHONE 532-2491.
 AX2553'NOTE--A GPS STATION.  THE DATUM POINT IS IN A 1-INCH SLEEVE WHICH
 AX2553'EXTENDS TO A DEPTH OF 1.0 METER.  NOTE--ACCESS TO DATUM POINT IS HAD
 AX2553'THROUGH A 5-INCH LOGO CAP.
 AX2553'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 AX2553'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 AX2553
 AX2553                          STATION RECOVERY (1994)
 AX2553
 AX2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AX2553'RECOVERED AS DESCRIBED WITH A NEW TO REACH STATEMENT.  TO REACH THE
 AX2553'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 59 AND FARM ROAD 961, 3.0
 AX2553'MI (4.8 KM) SOUTHWEST OF WHARTON, PROCEED SOUTHWEST ON U.S.  HIGHWAY
 AX2553'59 FOR 1.9 MI (3.1 KM) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT (SOUTH)
 AX2553'ONTO AIRPORT ROAD AND PROCEED 0.7 MI (1.1 KM) TO THE TERMINAL
 AX2553'BUILDING.  PROCEED RIGHT (SOUTHWEST) ON THE SOUTH SIDE OF THE TERMINAL
 AX2553'BUILDING FOR 0.05 MI (0.08 KM) ACROSS THE PARKING APRON TO THE
 AX2553'PARALLEL TAXIWAY.  TURN LEFT (SOUTHEAST) ON THE TAXIWAY AND CONTINUE
 AX2553'FOR 0.25 MI (0.40 KM) TO THE 2ND CROSSOVER TAXIWAY SOUTHEAST OF THE
 AX2553'PARKING RAMP AND THE STATION LOCATED ON THE NORTHWEST SIDE OF THE
 AX2553'CROSSOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1399 ***********************************************************************
 GL1399  DESIGNATION -  WHARTON
 GL1399  PID         -  GL1399
 GL1399  STATE/COUNTY-  TX/DALLAM
 GL1399  USGS QUAD   -  WHARTON RANCH (1973)
 GL1399
 GL1399                         *CURRENT SURVEY CONTROL
 GL1399  ___________________________________________________________________
 GL1399* NAD 83(1993)-  36 10 05.82531(N)    102 48 57.85981(W)     ADJUSTED  
 GL1399* NAVD 88     -      1331.0    (meters)    4367.     (feet)  VERTCON   
 GL1399  ___________________________________________________________________
 GL1399  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 GL1399  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 GL1399
 GL1399  HORZ ORDER  -  FIRST
 GL1399
 GL1399.The horizontal coordinates were established by classical geodetic methods
 GL1399.and adjusted by the National Geodetic Survey in February 1996..
 GL1399
 GL1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1399
 GL1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1399
 GL1399.The geoid height was determined by GEOID03.
 GL1399
 GL1399;                    North         East     Units Scale Factor Converg.
 GL1399;SPC TX N     - 1,241,339.161    81,594.607   MT  0.99999652   -0 45 45.8
 GL1399;SPC TX N     - 4,072,626.90    267,698.31   sFT  0.99999652   -0 45 45.8
 GL1399;UTM  13      - 4,004,823.897   696,427.748   MT  1.00007543   +1 17 21.4
 GL1399
 GL1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1399!SPC TX N     -   0.99979487  x   0.99999652  =   0.99979139
 GL1399!UTM  13      -   0.99979487  x   1.00007543  =   0.99987029
 GL1399
 GL1399|---------------------------------------------------------------------|
 GL1399| PID    Reference Object                     Distance      Geod. Az  |
 GL1399|                                                           dddmmss.s |
 GL1399| CM9517 WHARTON RM 2                         47.212 METERS 08805     |
 GL1399| GL1393 LOCKHART                            APPROX.19.1 KM 1132306.0 |
 GL1399| GL1394 DALHART MUNICIPAL TANK              APPROX.29.9 KM 1152642.5 |
 GL1399| CM9514 WHARTON AZ MK                                      2283556.6 |
 GL1399| CM9515 WHARTON AZ MK RESET                                2313942.9 |
 GL1399| GL1455 TEXLINE W TEX UTIL CO WATER TK      APPROX.29.6 KM 3210224.2 |
 GL1399| CM9516 WHARTON RM 1                         36.022 METERS 35853     |
 GL1399|---------------------------------------------------------------------|
 GL1399
 GL1399                          SUPERSEDED SURVEY CONTROL
 GL1399
 GL1399  NAD 83(1993)-  36 10 05.82493(N)    102 48 57.86009(W) AD(       ) 1
 GL1399  NAD 83(1993)-  36 10 05.83169(N)    102 48 57.85347(W) AD(       ) 1
 GL1399  NAD 83(1993)-  36 10 05.83452(N)    102 48 57.85166(W) AD(       ) 1
 GL1399  NAD 83(1986)-  36 10 05.83527(N)    102 48 57.85284(W) AD(       ) 1
 GL1399  NAD 27      -  36 10 05.72010(N)    102 48 56.13000(W) AD(       ) 1
 GL1399  NGVD 29 (07/19/86) 1330.4    (m)         4365.     (f) VERT ANG       
 GL1399
 GL1399.Superseded values are not recommended for survey control.
 GL1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1399.See file dsdata.txt to determine how the superseded data were derived.
 GL1399
 GL1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9642804824(NAD 83)
 GL1399_MARKER: DS = TRIANGULATION STATION DISK
 GL1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1399
 GL1399  HISTORY     - Date     Condition        Report By
 GL1399  HISTORY     - 1934     MONUMENTED       CGS
 GL1399  HISTORY     - 1960     GOOD             CGS
 GL1399  HISTORY     - 1970     GOOD             NGS
 GL1399  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL1399
 GL1399                          STATION DESCRIPTION
 GL1399
 GL1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1399'STATION IS ABOUT 18 MILES NW OF DALHART, ON A PASTURE LAND
 GL1399'RIDGE 0.6 MILE NE OF A RANCH HOUSE LEASED AND OCCUPIED BY
 GL1399'MR. ROY WHARTON 2-1/4 MILES NW OF A RED-ROOFED BARN AND RANCH
 GL1399'OF MRS. TAYLOR, WHO LIVES 1/4 MILES S OF THE FIRST GRADED
 GL1399'ROAD S OF THE STATION.  STATION IS IN SEC. 9, BLOCK 4.  THE
 GL1399'MARK PROJECTS 6 INCHES.
 GL1399'
 GL1399'SURFACE, UNDERGROUND, REFERECE AND AZIMUTH MARKS ARE STANDARD
 GL1399'BRONZE DISKS SET IN CONCRETE.
 GL1399'
 GL1399'REFERENCE MARK NO. 1 IS N AND NO. 2 E OF THE STATION.  BOTH
 GL1399'MARKS PROJECT 6 INCHES.
 GL1399'
 GL1399'AZIMUTH MARK IS SW OF THE STATION, 8 FEET E OF A N-S FENCE
 GL1399'AT THE SE CORNER OF THE LOT AROUND THE RANCH BUILDINGS OF MR.
 GL1399'ROY WHARTON AND PROJECTS 8 INCHES.
 GL1399'
 GL1399'STATION IS REACHED FROM THE RAILROAD CROSSING IN THE W EDGE
 GL1399'OF DALHART, BY GOING NW ON U.S. HIGHWAY 385 FOR 7.5 MILES.
 GL1399'LEAVE HIGHWAY TURN LEFT, CROSS THE RAILROAD TRACKS AND GO
 GL1399'W 9.8 MILES ON A GRADED SECTION LINE ROAD.  AT THREE MAIL
 GL1399'BOXES, ONE OF WHICH IS MARKED WITH THE NAME OF ROY WHARTON,
 GL1399'LEAVE THE GRADED ROAD AND TURN RIGHT OR N.  CROSS A WOOD
 GL1399'CATTLE GUARD AND GO N ON A PLAIN TRACK ROAD FOR 1.5 MILES
 GL1399'(PASSING A TWO-STORY BROWN HOUSE ON THE W SIDE OF THE ROAD
 GL1399'AT 0.5 MILE AND A WIRE GATE AT 1.0 MILE) TO THE RANCH
 GL1399'BUILDINGS OF ROY WHARTON, (A WHITE HOUSE WITH A GROVE OF TREES
 GL1399'100 YARDS N AND A WINDMILL AND A LONE TREE TO THE S OF THE
 GL1399'HOUSE).  FROM HERE DRIVE NE ACROSS COUNTRY TO THE TOP OF HILL
 GL1399'0.6 MILE AND THE STATION.
 GL1399'
 GL1399'ALL OBJECTS, EXCEPT STATIONS BURROW, LOCKHART AND RUE, ARE
 GL1399'VISIBLE FROM THE GROUND.  TO CLEAR THOSE LINES IT WILL REQUIRE
 GL1399'A 20-FOOT INSTRUMENT STAND.
 GL1399
 GL1399                          STATION RECOVERY (1960)
 GL1399
 GL1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1399'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GL1399'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 GL1399'MARK WAS FOUND DESTROYED.  THE DIRECTION TO THE REFERENCE
 GL1399'MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1
 GL1399'WAS FOUND TO BE .05 FOOT SHORT THAN PREVIOUSLY MEASURED.
 GL1399'THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE .84
 GL1399'FOOT LONGER THAN PREVIOUSLY MEASURED.  A NEW AZIMUTH MARK WAS
 GL1399'ESTABLISHED BY THIS PARTY.  A COMPLETE DESCRIPTION FOLLOWS.
 GL1399'
 GL1399'THE STATION IS APPROXIMATELY 12-1/4 MILES EAST OF THE
 GL1399'NEW MEXICO-TEXAS STATE LINE, 2 MILES NORTH OF STATE HIGHWAY
 GL1399'102 AND IN PASTURE LAND OWNED BY MR. GLEN JOHNSON.
 GL1399'
 GL1399'TO REACH THE STATION FROM THE NEW MEXICO-TEXAS STATE LINE
 GL1399'ON STATE HIGHWAY 102, APPROXIMATELY 5-1/2 MILES EAST OF SEDAN,
 GL1399'NEW MEXICO, GO EAST ON HIGHWAY 102 FOR 9.85 MILES TO A CONCRETE
 GL1399'BRIDGE.  CONTINUE EAST ON HIGHWAY 102 FOR 0.15 MILE TO ANOTHER
 GL1399'CONCRETE BRIDGE.  CONTINUE EAST ON HIGHWAY 102 FOR 1.95 MILES
 GL1399'TO A WIRE GATE ON EACH SIDE OF THE HIGHWAY.  TURN LEFT, NORTH,
 GL1399'ON THE TRACK ROAD FOR 0.5 MILE TO A GATE EAST OF A WINDMILL.
 GL1399'CONTINUE NORTH ON THE TRACK ROAD FOR 0.5 MILE TO THE SECOND
 GL1399'WIRE GATE.  CONTINUE NORTH ON THE TRACK ROAD FOR 0.75 MILE
 GL1399'TO THE SECOND WINDMILL AND A SMALL POND AND THE AZIMUTH MARK
 GL1399'APPROXIMATELY 0.05 MILE NORTHEAST.  TURN RIGHT, EAST, ON A
 GL1399'TRACK ROAD FOR 0.45 MILE TO A WIRE GATE.  TURN LEFT,
 GL1399'NORTH, ALONG THE WEST SIDE OF A FENCE FOR 0.35 MILE TO THE
 GL1399'STATION 306 FEET EAST OF THE FENCE.
 GL1399'
 GL1399'STATION MARKS ARE STANDARD DISKS STAMPED WHARTON 1934.  THE
 GL1399'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GL1399'12 INCHES.  IT IS 3 FEET NORTHEAST OF A STANDARD METAL WITNESS
 GL1399'POST.  THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 GL1399'
 GL1399'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WHARTON NO
 GL1399'1 1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 18
 GL1399'INCHES.
 GL1399'
 GL1399'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WHARTON
 GL1399'NO 2 1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GL1399'16 INCHES.  IT IS 154 FEET WEST OF THE FENCE.
 GL1399'
 GL1399'AZIMUTH MARK, A STANDARD DISK STAMPED WHARTON 1934 RESET 1960,
 GL1399'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 GL1399'IT IS 63 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 2 FEET
 GL1399'NORTHEAST OF A STANDARD METAL WITNESS POST.
 GL1399'
 GL1399'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GL1399'
 GL1399'NOTE--THE STATION MARK WAS FOUND PROJECTING 2 FEET.  ROCKS
 GL1399'WERE PLACED AROUND THE MARK TO KEEP THE CATTLE FROM DISTURBING
 GL1399'IT.
 GL1399
 GL1399                          STATION RECOVERY (1970)
 GL1399
 GL1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WC)
 GL1399'THIS STATION WAS NOT OCCUPIED IN 1970 THEREFORE DIRECTIONS
 GL1399'AND DISTANCES TO THE REFERENCE MARKS WERE NOT OBSERVED.
 GL1399'
 GL1399'STATION MARK AND ROUTE DESCRIPTIONS
 GL1399'ARE ADEQUATE WITH ONE EXCEPTION--THE
 GL1399'STATION MARK IS 306 FEET WEST OF FENCE RATHER THAN EAST AS LISTED.
 GL1399'
 GL1399'STATION MARK IS A USC AND GS BRONZE DISK SET IN A SQUARE
 GL1399'TOPPED CONCRETE POST PROJECTING 2.0 FEET, AND STAMPED WHARTON 1934.
 GL1399
 GL1399                          STATION RECOVERY (1973)
 GL1399
 GL1399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (TET)
 GL1399'THIS AREA IS NOW UNDER CULTIVATION.  SECONDARY REFERENCES ARE
 GL1399'NO LONGER IN EVIDENCE.  SURFACE MARK OF STATION HAS BEEN
 GL1399'DESTROYED.  HOW EVER R.M.S ARE IN PLACE AND NOT IN THE WAY
 GL1399'OF SPRINKLER IRRIGATION EQUIPMENT.  SUBSURFACE MARK SHOULD
 GL1399'BE IN PLACE.  AZIMUTH MARK IS LYING ON ITS SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2674 ***********************************************************************
 AX2674  DESIGNATION -  WHARTON CO SHERIFF MST KKA 779
 AX2674  PID         -  AX2674
 AX2674  STATE/COUNTY-  TX/WHARTON
 AX2674  USGS QUAD   -  WHARTON (1980)
 AX2674
 AX2674                         *CURRENT SURVEY CONTROL
 AX2674  ___________________________________________________________________
 AX2674* NAD 83(1993)-  29 18 33.95520(N)    096 06 00.25196(W)     ADJUSTED  
 AX2674* NAVD 88     -                                                        
 AX2674  ___________________________________________________________________
 AX2674  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AX2674  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2674
 AX2674  HORZ ORDER  -  THIRD
 AX2674
 AX2674.The horizontal coordinates were established by classical geodetic methods
 AX2674.and adjusted by the National Geodetic Survey in February 1996..
 AX2674
 AX2674
 AX2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2674
 AX2674.The geoid height was determined by GEOID03.
 AX2674
 AX2674;                    North         East     Units Scale Factor Converg.
 AX2674;SPC TXSC     - 4,167,082.820   881,652.983   MT  0.99986334   +1 25 14.6
 AX2674;SPC TXSC     -13,671,504.22  2,892,556.50   sFT  0.99986334   +1 25 14.6
 AX2674;UTM  14      - 3,245,760.134   781,670.730   MT  1.00057911   +1 25 13.9
 AX2674
 AX2674                          SUPERSEDED SURVEY CONTROL
 AX2674
 AX2674  NAD 83(1986)-  29 18 33.96860(N)    096 06 00.23761(W) AD(       ) 4
 AX2674  NAD 27      -  29 18 33.07261(N)    096 05 59.37993(W) AD(       ) 3
 AX2674
 AX2674.Superseded values are not recommended for survey control.
 AX2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2674.See file dsdata.txt to determine how the superseded data were derived.
 AX2674
 AX2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8167145760(NAD 83)
 AX2674_MARKER: 42 = RADIO/TV MAST
 AX2674
 AX2674  HISTORY     - Date     Condition        Report By
 AX2674  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2674
 AX2674                          STATION DESCRIPTION
 AX2674
 AX2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2674'THE STATION IS THE LIGHT ATOP THE RADIO MAST LOCATED IN THE EAST YARD
 AX2674'OF THE COUNTY JAIL IN WHARTON.  THE MAST IS 150 FEET HIGH, OF STEEL
 AX2674'CONSTRUCTION AND PAINTED RED AND WHITE IN ALTERNATE SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0382 ***********************************************************************
 AX0382  DESIGNATION -  WHARTON MAGNETIC
 AX0382  PID         -  AX0382
 AX0382  STATE/COUNTY-  TX/WHARTON
 AX0382  USGS QUAD   -  WHARTON (1980)
 AX0382
 AX0382                         *CURRENT SURVEY CONTROL
 AX0382  ___________________________________________________________________
 AX0382* NAD 83(1993)-  29 18 39.14784(N)    096 06 03.58412(W)     ADJUSTED  
 AX0382* NAVD 88     -        31.76   (+/-2cm)     104.2    (feet)  VERTCON   
 AX0382  ___________________________________________________________________
 AX0382  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AX0382  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0382
 AX0382  HORZ ORDER  -  FIRST
 AX0382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0382
 AX0382.The horizontal coordinates were established by classical geodetic methods
 AX0382.and adjusted by the National Geodetic Survey in February 1996..
 AX0382
 AX0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0382.The vertical order pertains to the NGVD 29 superseded value.
 AX0382
 AX0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0382
 AX0382.The geoid height was determined by GEOID03.
 AX0382
 AX0382;                    North         East     Units Scale Factor Converg.
 AX0382;SPC TXSC     - 4,167,240.397   881,559.141   MT  0.99986333   +1 25 12.9
 AX0382;SPC TXSC     -13,672,021.20  2,892,248.62   sFT  0.99986333   +1 25 12.9
 AX0382;UTM  14      - 3,245,917.824   781,576.822   MT  1.00057846   +1 25 12.5
 AX0382
 AX0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0382!SPC TXSC     -   0.99999929  x   0.99986333  =   0.99986262
 AX0382!UTM  14      -   0.99999929  x   1.00057846  =   1.00057775
 AX0382
 AX0382:                Primary Azimuth Mark                     Grid Az
 AX0382:SPC TXSC     -  HUNGERFORD ST JOHNS CATH CH CR           013 05 24.7
 AX0382:UTM  14      -  HUNGERFORD ST JOHNS CATH CH CR           013 05 25.1
 AX0382
 AX0382|---------------------------------------------------------------------|
 AX0382| PID    Reference Object                     Distance      Geod. Az  |
 AX0382|                                                           dddmmss.s |
 AX0382| AX2672 HUNGERFORD ST JOHNS CATH CH CR      APPROX.10.1 KM 0143037.6 |
 AX0382| AX0383 WHARTON MAGNETIC RM 1                24.908 METERS 09129     |
 AX0382| CV6924 WHARTON MAGNETIC AZ MK                             0930010.6 |
 AX0382| AW6884 NEW GULF TEX SULPHUR CO N STK       APPROX.20.3 KM 1044501.4 |
 AX0382| AW6885 NEW GULF TEX SULPHUR CO S STK       APPROX.20.3 KM 1045512.4 |
 AX0382| AW6883 NEW GULF MUNICIPAL TANK             APPROX.20.3 KM 1071414.1 |
 AX0382| AX2674 WHARTON CO SHERIFF MST KKA 779      183.429 METERS 15039     |
 AX0382| CV6925 WHARTON MAGNETIC RM 2                24.773 METERS 17902     |
 AX0382| CV6926 WHARTON MAGNETIC RM 3                              2104749.0 |
 AX0382| AX2688 EL CAMPO RICE MILLING CO TANK       APPROX.20.4 KM 2320653.0 |
 AX0382| AX2693 FAIRVIEW                            APPROX.17.9 KM 2475859.1 |
 AX0382| AX2704 EL CAMPO TRANS MW MAST KKE 233      APPROX.18.6 KM 2594321.4 |
 AX0382| AX2673 WHARTON MUNICIPAL TANK              450.937 METERS 3180714.4 |
 AX0382| AX2678 TEX ILL GAS PIPE S MW KKF 211       APPROX.10.7 KM 3451731.6 |
 AX0382|---------------------------------------------------------------------|
 AX0382
 AX0382                          SUPERSEDED SURVEY CONTROL
 AX0382
 AX0382  NAD 83(1986)-  29 18 39.16041(N)    096 06 03.56924(W) AD(       ) 1
 AX0382  NAD 27      -  29 18 38.27000(N)    096 06 02.71500(W) AD(       ) 1
 AX0382  NGVD 29 (??/??/92)   31.762  (m)          104.21   (f) ADJ UNCH    2 0
 AX0382
 AX0382.Superseded values are not recommended for survey control.
 AX0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0382.See file dsdata.txt to determine how the superseded data were derived.
 AX0382
 AX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8157745918(NAD 83)
 AX0382_MARKER: DM = MAGNETIC STATION DISK
 AX0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0382_STAMPING: WHARTON MAGNETIC 1924 1935
 AX0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0382+STABILITY: SURFACE MOTION
 AX0382
 AX0382  HISTORY     - Date     Condition        Report By
 AX0382  HISTORY     - 1935     MONUMENTED       CGS
 AX0382  HISTORY     - 1936     GOOD             CGS
 AX0382  HISTORY     - 1939     SEE DESCRIPTION  GULF
 AX0382  HISTORY     - 1942     POOR             CGS
 AX0382  HISTORY     - 1943     GOOD             NGS
 AX0382  HISTORY     - 1954     GOOD             CGS
 AX0382  HISTORY     - 1979     GOOD             NGS
 AX0382  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0382
 AX0382                          STATION DESCRIPTION
 AX0382
 AX0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX0382'THIS STATION IS IN THE N CORNER OF THE WHARTON COUNTY COURTHOUSE
 AX0382'YARD, LOCATED IN THE CENTER OF THE TOWN OF WHARTON, 26 FEET
 AX0382'SW OF THE S SIDE OF MILAN STREET SIDEWALK, 48.5 FEET S OF THE
 AX0382'INTERSECTION OF SIDEWALKS ON MILAN AND HOUSTON STREETS, 33.3
 AX0382'FEET SE OF THE SIDEWALK ON THE E SIDE OF HOUSTON STREET, 23
 AX0382'FEET N OF CONFEDERATE VETERANS MONUMENT IN THE COURTHOUSE
 AX0382'YARD, 80.2 FEET N OF THE OLD N CORNER OF COURTHOUSE, COURTHOUSE
 AX0382'BEING REMODELED.
 AX0382'
 AX0382'STATION MARK IS FLUSH, IT IS A STANDARD MAGNETIC DISK SET
 AX0382'IN A SQUARE BLOCK OR POST OF CONCRETE, AND STAMPED WHARTON
 AX0382'MAGNETIC 1935, THE OLD STAMPING WAS 1924.
 AX0382'
 AX0382'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 AX0382'CONCRETE.
 AX0382'
 AX0382'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT SW OF THE
 AX0382'S SIDE OF THE SIDEWALK ON MILAN STREET, 1-1/2 FEET NE OF A
 AX0382'10-INCH PECAN TREE, 12 FEET NW OF SIDEWALK ENTRANCE TO
 AX0382'COURTHOUSE.  MARK PROJECTS 2 INCHES.  REFERENCE MARK NO. 2
 AX0382'IS SSW OF THE STATION, 24 FEET NW OF THE COURTHOUSE, 25 FEET
 AX0382'NNW OF THE W ENTRANCE TO COURTHOUSE, 24.5 FEET NW OF A STATE
 AX0382'OF TEXAS BENCH MARK, SET IN THE CURB STEP TO ENTRANCE, 54 FEET
 AX0382'SE OF THE SIDEWALK ON HOUSTON STREET.  MARK PROJECTS 2 INCHES.
 AX0382'
 AX0382'AZIMUTH MARK IS E OF THE STATION, 1 BLOCK E OF THE E CORNER
 AX0382'OF THE COURTHOUSE YARD, 57 FEET NNE OF THE SIDEWALK ON MILAN
 AX0382'STREET, 2 FEET NW OF THE STREET RUNNING INTO MILAN STREET.
 AX0382'MARK PROJECTS 4 INCHES.
 AX0382'
 AX0382'A 90-FOOT TOWER WAS USED.
 AX0382'
 AX0382'ALL LIGHTS COME INTO VIEW AT 110 FEET.
 AX0382
 AX0382                          STATION RECOVERY (1936)
 AX0382
 AX0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GWM)
 AX0382'THE STATION MARK IN EXCELLENT CONDITION WAS FOUND AS DESCRIBED
 AX0382'EXCEPT THAT IT IS NOW 67 FEET N OF THE N CORNER OF THE COURTHOUSE
 AX0382'INSTEAD OF 80.2 FEET AS GIVEN IN THE ORIGINAL DESCRIPTION.
 AX0382'THE STATION TABLET IS STAMPED WHARTON MAGNETIC 1935-1924.
 AX0382'
 AX0382'REFERENCE MARK NO. 1 WAS FOUND AS DESCRIBED AND IN EXCELLENT
 AX0382'CONDITION.  REFERENCE MARK NO. 2 IS S OF THE STATION, 25
 AX0382'FEET SW OF THE SW SIDE OF THE COURTHOUSE, 14-1/2 FEET N OF
 AX0382'THE WESTERNMOST CORNER OF THE W ENTRANCE TO THE COURTHOUSE,
 AX0382'14 FEET NW OF THE NW SIDE OF SIDEWALK LEADING FROM THE W
 AX0382'ENTRANCE OF THE COURTHOUSE TO HOUSTON STREET, AND 5 FEET SW
 AX0382'OF THE SW SIDE OF SIDEWALK PARALLEL TO THE COURTHOUSE.  THE
 AX0382'MARK IS SUBMERGED 6 INCHES.
 AX0382'
 AX0382'THE AZIMUTH MARK WAS DESTROYED WHEN THE NEW POST OFFICE WAS
 AX0382'BUILT.  A NEW AZIMUTH MARK, REFERENCE MARK NO. 3, WAS ESTABLISHED
 AX0382'SSW OF THE STATION ABOUT 350 FEET S OF THE CENTER LINE OF
 AX0382'BURLESON AVENUE, 38 FEET W OF THE CENTER LINE OF THE S END
 AX0382'OF HOUSTON STREET, 26 FEET W OF 4 1/2-FOOT CIRCUMFERENCE
 AX0382'HACKBERRY TREE, 20-1/2 FEET W OF THE SW CORNER OF THE S END
 AX0382'OF SIDEWALK, AND 14 FEET SE OF THE SE CORNER OF THE RIO VISTA
 AX0382'INN.  THE MARK IS A TIDAL BENCH MARK TABLET WITH CUT ARROW
 AX0382'AND STAMPED REFERENCE MARK NO. 3 WHARTON MAGNETIC 1935-1936,
 AX0382'AND SET IN THE TOP OF A ROUND CONCRETE POST 10 INCHES IN
 AX0382'DIAMETER.  THE TOP OF THE MARK IS FLUSH WITH THE GROUND.
 AX0382
 AX0382                          STATION RECOVERY (1939)
 AX0382
 AX0382'RECOVERY NOTE BY GULF REFINING COMPANY 1939
 AX0382'STATION DESTROYED OR COVERED DURING CONSTRUCTION OF NEW
 AX0382'POST OFFICE.
 AX0382
 AX0382                          STATION RECOVERY (1942)
 AX0382
 AX0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AX0382'MAGNETIC STATION IS IN THE N CORNER OF THE COUNTY COURTYARD
 AX0382'AT WHARTON, 81.7 FEET W FROM MAGNETIC R.M. 1 AND 22.9 FEET
 AX0382'N OF THE N CORNER OF CIVIL WAR MONUMENT BY THE DAUGHTERS
 AX0382'OF THE CONFEDERACY.  IT IS 73.0 FEET SE OF THE CENTER LINE OF
 AX0382'STREET AND 67.0 FEET N OF THE N CORNER OF THE COURTHOUSE.
 AX0382'IT IS 66.0 FEET SW OF THE NW-SE STREET.  A BRONZE
 AX0382'MAGNETIC-STATION DISK SET IN CONCRETE POST ABOUT 0.4 FOOT
 AX0382'BELOW THE SURFACE OF THE GROUND.
 AX0382'
 AX0382'STATION MARK IS SLIGHTLY TILTED.
 AX0382
 AX0382                          STATION RECOVERY (1943)
 AX0382
 AX0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AX0382'IN WHARTON.
 AX0382'AT WHARTON.  STATION IS ON THE NORTHWEST CORNER OF THE GROUNDS OF THE
 AX0382'WHARTON COUNTY COURT HOUSE AT WHARTON.  IT IS 67.5 FEET NORTHWEST OF
 AX0382'THE NORTHWEST CORNER OF THE COURT HOUSE, 36.5 FEET EAST OF THE
 AX0382'CENTERLINE OF THE NORTH-SOUTH SIDEWALK (HOUSTON STREET), 28.5 FEET
 AX0382'SOUTH OF THE CENTERLINE OF THE EAST-WEST SIDEWALK (MILAN STREET), 22.2
 AX0382'FEET NORTHWEST OF THE NORTHWEST CORNER OF BASE OF THE CONFEDERATE
 AX0382'VETERANS MONUMENT.  MARK IS ABOUT 0.3 FOOT BELOW THE SURFACE OF
 AX0382'GROUND.  A MAGNETIC-STATION DISK SET IN CONCRETE POST. NOTE-- MARK IS
 AX0382'LEANING SLIGHTLY TO NORTHWEST.
 AX0382
 AX0382                          STATION RECOVERY (1954)
 AX0382
 AX0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX0382'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 AX0382'BUT DUE TO REMODELING OF BUILDINGS ETC. IN THE VICINITY OF THE
 AX0382'STATION, A COMPLETE NEW DESCRIPTION FOLLOWS.
 AX0382'
 AX0382'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE WHARTON
 AX0382'COUNTY COURTHOUSE LAWN, WHICH IS IN THE CENTER OF THE TOWN
 AX0382'OF WHARTON.
 AX0382'
 AX0382'THE STATION MARK, STAMPED WHARTON MAGNETIC 1924 1924 1935,
 AX0382'IS A U.S. COAST AND GEODETIC SURVEY MAGNETIC STATION DISK
 AX0382'SET IN CONCRETE 3 INCHES BELOW THE SURFACE OF THE GROUND.
 AX0382'IT IS 40 FEET SOUTH-SOUTHEAST OF THE FIRE HYDRANT ON THE
 AX0382'CORNER OF HOUSTON AND MILAN STREETS, 34 FEET EAST OF THE
 AX0382'EAST EDGE OF THE SIDEWALK ALONG HOUSTON STREET, 26 FEET SOUTH
 AX0382'OF THE SOUTH EDGE OF THE SIDEWALK ALONG MILAN STREET AND 22
 AX0382'FEET NORTH OF THE NORTH CORNER OF THE CONFEDERATE VETERANS
 AX0382'MONUMENT.
 AX0382'
 AX0382'REFERENCE MARK NO. 1, STAMPED WHARTON MAGNETIC NO 1 1935,
 AX0382'IS A STANDARD DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS
 AX0382'3 INCHES.  IT IS 16 FEET WEST OF THE CENTER OF THE SIDEWALK
 AX0382'LEADING TO THE NORTH ENTRANCE OF THE COURTHOUSE, 2 FEET NORTH
 AX0382'OF A PECAN TREE AND 1 FOOT SOUTH OF THE SOUTH EDGE OF THE
 AX0382'SIDEWALK ALONG MILAN STREET.
 AX0382'
 AX0382'REFERENCE MARK NO. 2, STAMPED WHARTON MAGNETIC NO 2 1935, IS
 AX0382'A STANDARD DISK SET IN CONCRETE 6 INCHES BELOW THE SURFACE
 AX0382'OF THE GROUND.  IT IS 17.2 FEET SOUTHWEST OF THE NORTH CORNER
 AX0382'OF THE COURTHOUSE, 9.9 FEET NORTHEAST OF THE NORTH CORNER
 AX0382'OF THE STEPS AT THE WEST ENTRANCE TO THE COURTHOUSE, 6.8
 AX0382'FEET WEST OF THE WEST SIDE OF THE COURTHOUSE AND 3.7 FEET
 AX0382'EAST OF THE EAST EDGE OF THE SIDEWALK THAT PARALLELS THE
 AX0382'SIDE OF THE COURTHOUSE FACING HOUSTON STREET.
 AX0382'
 AX0382'X (CROSS) INDICATING NORTH, IS A CROSS CHISLED IN THE SIDEWALK
 AX0382'ACROSS MILAN STREET FROM THE STATION.  IT IS AT THE WEST
 AX0382'SIDE OF THE SECOND STORE FRONT EAST OF THE CORNER OF MILAN
 AX0382'AND HOUSTON STREETS.  THIS STORE HAS A BLACK FRONT WITH WHITE
 AX0382'STRIPES AND THE CHISLED MARK IS 1 INCH SOUTH OF THE WESTERN
 AX0382'VERTICLE GROUP OF WHITE STRIPES.  THIS MARK WAS FOUND TO BE
 AX0382'WITHIN 2 MINUTES OF TRUE NORTH FROM THE STATION.
 AX0382'
 AX0382'THE AZIMUTH MARK, STAMPED WHARTON MAGNETIC REFERENCE MARK
 AX0382'NO 3 1935 1936, IS A U.S. COAST AND GEODETIC SURVEY BENCH
 AX0382'MARK DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.
 AX0382'IT IS ABOUT 350 FEET SOUTH OF THE CENTER LINE OF BURLESON AVENUE,
 AX0382'43 FEET WEST OF THE CENTER OF HOUSTON STREET, 19.5 FEET WEST OF
 AX0382'THE SOUTHWEST CORNER OF THE END OF THE SIDEWALK ALONG THE
 AX0382'WEST SIDE OF HOUSTON STREET, 13.8 FEET SOUTH OF THE SOUTH
 AX0382'CORNER OF A HOUSE AND 13 FEET NORTH OF THE CENTER OF THE
 AX0382'STREET WHICH PARALLELS THE RIVER.
 AX0382'
 AX0382'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 AX0382'HOUSTON STREET FOR 0.15 MILE TO THE END OF THE STREET AND THE
 AX0382'MARK ON THE RIGHT.
 AX0382
 AX0382                          STATION RECOVERY (1979)
 AX0382
 AX0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AX0382'STATION, REFERENCE MARKS 1 AND 2 AND THE X IN THE SIDE WALK WERE
 AX0382'RECOVERED AND FOUND IN GOOD CONDITION. A SEARCH WAS MADE FOR THE
 AX0382'AZIMUTH MARK BUT NOT RECOVERED ALL THE BUILDINGS HAVE BEEN REMOVED
 AX0382'AND A PARKING LOT IS IN THE AREA WHERE THE AZIMUTH MARK WAS
 AX0382'DESCRIBED. THE STATION MARK WAS FOUND ABOUT 4 INCHES BELOW THE
 AX0382'SURFACE OF THE GROUND.  LOCATED IN THE NE CORNER OF THE
 AX0382'COURTHOUSE LAWN, 22 FEET N OF THE N CORNER OF THE CONFEDERATE
 AX0382'VETERANS MONUMENT, 40 FEET SSE OF A FIRE HYDRANT, 26 FEET S OF THE
 AX0382'S EDGE OF SIDE WALK ON MILAN STREET.
 AX0382'
 AX0382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NEAR THE CENTER OF
 AX0382'THE TOWN OF WHARTON.
 AX0382
 AX0382                          STATION RECOVERY (1990)
 AX0382
 AX0382'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0383 ***********************************************************************
 AX0383  DESIGNATION -  WHARTON MAGNETIC RM 1
 AX0383  PID         -  AX0383
 AX0383  STATE/COUNTY-  TX/WHARTON
 AX0383  USGS QUAD   -  WHARTON (1980)
 AX0383
 AX0383                         *CURRENT SURVEY CONTROL
 AX0383  ___________________________________________________________________
 AX0383* NAD 83(1986)-  29 18 39.     (N)    096 06 03.     (W)     SCALED    
 AX0383* NAVD 88     -        31.86   (+/-2cm)     104.5    (feet)  VERTCON   
 AX0383  ___________________________________________________________________
 AX0383  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0383
 AX0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0383
 AX0383.The horizontal coordinates were scaled from a topographic map and have
 AX0383.an estimated accuracy of +/- 6 seconds.
 AX0383
 AX0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0383.The vertical order pertains to the NGVD 29 superseded value.
 AX0383
 AX0383.The geoid height was determined by GEOID03.
 AX0383
 AX0383;                    North         East    Units  Estimated Accuracy
 AX0383;SPC TXSC     - 4,167,240.      881,580.      MT  (+/- 180 meters Scaled)
 AX0383
 AX0383                          SUPERSEDED SURVEY CONTROL
 AX0383
 AX0383  NGVD 29 (??/??/92)   31.857  (m)          104.52   (f) ADJ UNCH    2 0
 AX0383
 AX0383.Superseded values are not recommended for survey control.
 AX0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0383.See file dsdata.txt to determine how the superseded data were derived.
 AX0383
 AX0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT815459(NAD 83)
 AX0383_MARKER: DR = REFERENCE MARK DISK
 AX0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0383_STAMPING: WHARTON MAGNETIC NO.1 1935
 AX0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0383+STABILITY: SURFACE MOTION
 AX0383
 AX0383  HISTORY     - Date     Condition        Report By
 AX0383  HISTORY     - 1935     MONUMENTED       CGS
 AX0383  HISTORY     - 1942     GOOD             NGS
 AX0383  HISTORY     - 1990     GOOD             USPSQD
 AX0383
 AX0383                          STATION DESCRIPTION
 AX0383
 AX0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AX0383'IN WHARTON.
 AX0383'ON THE COUNTY COURT HOUSE GROUNDS, 70.0 FEET NORTH OF FACE OF COURT
 AX0383'HOUSE, 41.0 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST STREET AND
 AX0383'15.5 FEET WEST OF THE CENTERLINE OF SIDEWALK LEADING TO MAIN ENTRANCE
 AX0383'TO BUILDING.  IT IS 3.0 FEET SOUTH OF CENTERLINE OF EAST-WEST
 AX0383'SIDEWALK, 2.0 FEET NORTH OF AN 10-INCH TREE AND A STD. REFERENCE MARK
 AX0383'DISK SET IN THE TOP OF CONCRETE POST.  IT IS STAMPED WHARTON MAGNETIC
 AX0383'NO. 1 1935.
 AX0383
 AX0383                          STATION RECOVERY (1990)
 AX0383
 AX0383'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2673 ***********************************************************************
 AX2673  DESIGNATION -  WHARTON MUNICIPAL TANK
 AX2673  PID         -  AX2673
 AX2673  STATE/COUNTY-  TX/WHARTON
 AX2673  USGS QUAD   -  WHARTON (1980)
 AX2673
 AX2673                         *CURRENT SURVEY CONTROL
 AX2673  ___________________________________________________________________
 AX2673* NAD 83(1993)-  29 18 50.05240(N)    096 06 14.73988(W)     ADJUSTED  
 AX2673* NAVD 88     -                                                        
 AX2673  ___________________________________________________________________
 AX2673  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AX2673  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2673
 AX2673  HORZ ORDER  -  THIRD
 AX2673
 AX2673.The horizontal coordinates were established by classical geodetic methods
 AX2673.and adjusted by the National Geodetic Survey in February 1996..
 AX2673
 AX2673
 AX2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2673
 AX2673.The geoid height was determined by GEOID03.
 AX2673
 AX2673;                    North         East     Units Scale Factor Converg.
 AX2673;SPC TXSC     - 4,167,568.534   881,249.925   MT  0.99986331   +1 25 07.5
 AX2673;SPC TXSC     -13,673,097.77  2,891,234.13   sFT  0.99986331   +1 25 07.5
 AX2673;UTM  14      - 3,246,246.195   781,267.385   MT  1.00057631   +1 25 07.5
 AX2673
 AX2673                          SUPERSEDED SURVEY CONTROL
 AX2673
 AX2673  NAD 83(1986)-  29 18 50.06514(N)    096 06 14.72509(W) AD(       ) 4
 AX2673  NAD 27      -  29 18 49.15113(N)    096 06 13.84712(W) AD(       ) 3
 AX2673
 AX2673.Superseded values are not recommended for survey control.
 AX2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2673.See file dsdata.txt to determine how the superseded data were derived.
 AX2673
 AX2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8126746246(NAD 83)
 AX2673_MARKER: 53 = ELEVATED TANK
 AX2673
 AX2673  HISTORY     - Date     Condition        Report By
 AX2673  HISTORY     - 1935     FIRST OBSERVED   CGS
 AX2673
 AX2673                          STATION DESCRIPTION
 AX2673
 AX2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX2673'THIS STATION IS THE CENTER OF THE WHARTON MUNICIPAL TANK.
 AX2673'IT IS APPROXIMATELY 125 FEET HIGH, WITH A NEON LIGHT ENCLOSED
 AX2673'IN A WIRE CAGE ON THE BALL AT THE PEAK.  THE TANK IS SUPPORTED
 AX2673'BY SIX GIRDER LEGS, WITH THREE-FOOT FEED PIPE AT THE CENTER,
 AX2673'AND IS PAINTED SILVER.  IT IS RATHER PROMINENT AND WAS ERECTED
 AX2673'IN ABOUT 1931.
 AX2673'
 AX2673'THE TANK IS LOCATED IN THE NW PART OF TOWN, 1 BLOCK NW OF
 AX2673'U.S. HIGHWAY 96, IN A WIRE FENCE ENCLOSED LOT, ADJACENT TO
 AX2673'A SMALL PLAYGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6958 ***********************************************************************
 AW6958  DESIGNATION -  WHATLEY
 AW6958  PID         -  AW6958
 AW6958  STATE/COUNTY-  TX/FORT BEND
 AW6958  USGS QUAD   -  CLODINE (1995)
 AW6958
 AW6958                         *CURRENT SURVEY CONTROL
 AW6958  ___________________________________________________________________
 AW6958* NAD 83(1993)-  29 38 22.75485(N)    095 40 51.57471(W)     ADJUSTED  
 AW6958* NAVD 88     -        26.0    (meters)      85.     (feet)  VERTCON   
 AW6958  ___________________________________________________________________
 AW6958  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6958  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW6958
 AW6958  HORZ ORDER  -  FIRST
 AW6958
 AW6958.The horizontal coordinates were established by classical geodetic methods
 AW6958.and adjusted by the National Geodetic Survey in February 1996..
 AW6958
 AW6958.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6958
 AW6958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6958
 AW6958.The geoid height was determined by GEOID03.
 AW6958
 AW6958;                    North         East     Units Scale Factor Converg.
 AW6958;SPC TXSC     - 4,204,748.428   921,306.710   MT  0.99987734   +1 37 33.7
 AW6958;SPC TXSC     -13,795,078.80  3,022,653.76   sFT  0.99987734   +1 37 33.7
 AW6958;UTM  15      - 3,281,861.723   240,446.628   MT  1.00043131   -1 19 35.8
 AW6958
 AW6958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6958!SPC TXSC     -   1.00000022  x   0.99987734  =   0.99987756
 AW6958!UTM  15      -   1.00000022  x   1.00043131  =   1.00043153
 AW6958
 AW6958:                Primary Azimuth Mark                     Grid Az
 AW6958:SPC TXSC     -  WHATLEY AZ MK                            025 09 31.3
 AW6958:UTM  15      -  WHATLEY AZ MK                            028 06 40.8
 AW6958
 AW6958|---------------------------------------------------------------------|
 AW6958| PID    Reference Object                     Distance      Geod. Az  |
 AW6958|                                                           dddmmss.s |
 AW6958| CV7944 WHATLEY AZ MK                                      0264705.0 |
 AW6958| CV7947 WHATLEY RM 3                         23.290 METERS 03233     |
 AW6958| CV7945 WHATLEY RM 1                         24.330 METERS 03710     |
 AW6958| CV7946 WHATLEY RM 2                         26.896 METERS 28725     |
 AW6958|---------------------------------------------------------------------|
 AW6958
 AW6958                          SUPERSEDED SURVEY CONTROL
 AW6958
 AW6958  NAD 83(1986)-  29 38 22.76909(N)    095 40 51.55720(W) AD(       ) 1
 AW6958  NAD 27      -  29 38 21.92858(N)    095 40 50.74688(W) AD(       ) 1
 AW6958  NGVD 29 (07/19/86)   26.0    (m)           85.     (f) VERT ANG       
 AW6958
 AW6958.Superseded values are not recommended for survey control.
 AW6958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6958.See file dsdata.txt to determine how the superseded data were derived.
 AW6958
 AW6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4044781862(NAD 83)
 AW6958_MARKER: DS = TRIANGULATION STATION DISK
 AW6958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6958
 AW6958  HISTORY     - Date     Condition        Report By
 AW6958  HISTORY     - 1942     MONUMENTED       CGS
 AW6958  HISTORY     - 1951     GOOD             CGS
 AW6958  HISTORY     - 1968     GOOD             CGS
 AW6958  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW6958  HISTORY     - 19981009 MARK NOT FOUND   USPSQD
 AW6958
 AW6958                          STATION DESCRIPTION
 AW6958
 AW6958'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6958'STATION IS ABOUT 5.9 MILES NW OF SUGARLAND ON LAND LEASED BY
 AW6958'MR. WHATLEY.  IT IS ON THE W SIDE OF A BLACK TOP ROAD, 100
 AW6958'FEET SE OF A HUT, 15 FEET N OF AN E-AND-W FENCE, 14 FEET W
 AW6958'OF A N-AND-S FENCE, AND 4 FEET W OF A WHITE REFERENCE POST.  IT
 AW6958'IS STAMPED WHATLEY 1942 AND IS FLUSH WITH THE GROUND.
 AW6958'
 AW6958'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW6958'BRONZE DISKS SET IN CONCRETE.
 AW6958'
 AW6958'REFERENCE MARK NO. 1 IS NE OF THE STATION, 75 FEET E OF A
 AW6958'HUT, 35 FEET S OF A GATE, AND 3 FEET W OF A N-AND-S FENCE.
 AW6958'IT IS STAMPED WHATLEY NO. 1 1942 AND PROJECTS 4 INCHES.
 AW6958'
 AW6958'REFERENCE MARK NO. 2 IS W BY N OF THE STATION, 3 FEET E OF A
 AW6958'FENCE CORNER, AND 2 FEET N OF AN E-AND-W FENCE.  IT IS STAMPED
 AW6958'WHATLEY NO. 2 1942 AND IS FLUSH WITH THE GROUND.
 AW6958'
 AW6958'THE AZIMUTH MARK IS NE BY N OF THE STATION, 50 FEET E OF THE
 AW6958'CENTER LINE OF A COUNTY ROAD, 21 FEET W OF A N-AND-S FENCE, AND
 AW6958'2 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED WHATLEY 1942
 AW6958'AND PROJECTS 4 INCHES.
 AW6958'
 AW6958'TO REACH THE STATION FROM THE STOP LIGHT IN SUGARLAND GO W
 AW6958'ON U.S. HIGHWAY 59 FOR 3.2 MILES TO BLACK TOP SIDE ROAD RIGHT,
 AW6958'TURN RIGHT, N, AND GO 2.7 MILES TO STATION ON THE LEFT.  TO
 AW6958'REACH THE AZIMUTH MARK CONTINUE N FOR 0.3 MILE TO AZIMUTH MARK ON
 AW6958'THE RIGHT.
 AW6958'
 AW6958'A 90-FOOT SIGNAL AT LIESTMAN IS VISIBLE AT 77 FEET.
 AW6958'
 AW6958'A 90-FOOT SIGNAL AT SUGARLAND IS VISIBLE AT 64 FEET.
 AW6958'
 AW6958'A 90-FOOT SIGNAL AT RICHMOND MAG IS VISIBLE AT 64 FEET.
 AW6958
 AW6958                          STATION RECOVERY (1951)
 AW6958
 AW6958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 AW6958'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARK NO. 2
 AW6958'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 AW6958'
 AW6958'REFERENCE MARK NO. 1 WAS FOUND LAYING FLAT ON ITS SIDE AT EDGE OF
 AW6958'ROAD.  THE ROAD HAS BEEN WIDENED AND IT HAS BEEN DUG UP.
 AW6958'
 AW6958'THE STATION MARK WAS FOUND ABOUT 2 INCHES BELOW THE SURFACE
 AW6958'OF THE GROUND, 15 FEET NORTH OF A WIRE CABLE FENCE, 8 PACES
 AW6958'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 10 FEET
 AW6958'WEST OF THE YARD FENCE EAST OF HOUSE.
 AW6958'
 AW6958'THE DESCRIPTION IS ADEQUATE TO REACH THE STATION.
 AW6958
 AW6958                          STATION RECOVERY (1968)
 AW6958
 AW6958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6958'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 AW6958'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND LYING
 AW6958'ON TOP OF THE GROUND OUT OF POSITION.  REFERENCE MARK 3 WAS
 AW6958'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 AW6958'
 AW6958'THE STATION IS ON THE PROPERTY OWNED BY THE HERMAN HOSPITAL
 AW6958'ESTATE WHICH IS LEASED TO THE CHENANGO RANCH AND IS OWNED BY
 AW6958'MR. MARK LEE, ABOUT 3 MILES NORTHWEST OF SUGAR LAND.
 AW6958'
 AW6958'TO REACH THE STATION FROM THE POST OFFICE IN SUGAR LAND, GO
 AW6958'NORTH ON BROOKS STREET FOR 0.05 MILE TO ITS JUNCTION WITH U.S.
 AW6958'HIGHWAY 90A AND 59.  TURN LEFT AND GO IN A WESTERLY DIRECTION ON
 AW6958'U.S. HIGHWAY 90A AND 59 FOR 3.1 MILES TO A CROSSROAD.  TURN
 AW6958'RIGHT AND GO NORTH ON FARM ROAD 1464 FOR 2.55 MILES TO THE
 AW6958'STATION ON THE LEFT.
 AW6958'
 AW6958'THE STATION MARK IS A STANDARD DISK STAMPED WHATLEY 1942, SET
 AW6958'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 AW6958'ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 131 FEET
 AW6958'SOUTH-SOUTHWEST OF THE CENTER OF A GATE WITH THE NUMBER 12002
 AW6958'ON THE NORTH GATE POST, 50 FEET WEST OF THE CENTER OF FARM
 AW6958'ROAD 1464, 34 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 AW6958'THE EAST ONE OF TWO CONCRETE SLABS, 18 FEET NORTH OF A T-FENCE
 AW6958'CORNER, 16 FEET SOUTH OF AN EAST-WEST CABLE AND WIRE FENCE AND
 AW6958'9 FEET WEST OF A NORTH-SOUTH WIRE FENCE.
 AW6958'
 AW6958'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WHATLEY NO 2 1942,
 AW6958'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 AW6958'FLUSH WITH THE GROUND.  IT IS 31.3 FEET EAST OF THE EAST GATE
 AW6958'POST OF A SMALL PIPE GATE AND 2 FEET NORTH OF THE EAST-WEST
 AW6958'CABLE AND WIRE FENCE.
 AW6958'
 AW6958'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WHATLEY 1942 NO 3
 AW6958'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6958'WHICH IS FLUSH WITH THE GROUND.  IT IS 55 FEET SOUTH OF THE
 AW6958'CENTER OF THE GATE WITH THE NUMBER 12002, 42 FEET WEST OF THE
 AW6958'CENTER OF FARM ROAD 1464, 1.5 FEET SOUTH OF A METAL WITNESS POST
 AW6958'AND 1 FOOT WEST OF THE NORTH-SOUTH WIRE FENCE.
 AW6958'
 AW6958'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHATLEY 1942, SET
 AW6958'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW6958'4 INCHES ABOVE THE GROUND.  IT IS 101.8 FEET NORTH OF A T-FENCE
 AW6958'CORNER AND A POWER LINE POLE, 48 FEET EAST OF THE CENTER
 AW6958'OF FARM ROAD 1464, 9 FEET EAST OF A NORTH-SOUTH WIRE FENCE AND
 AW6958'1.6 FEET SOUTH OF A 4-INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 AW6958'FEET ABOVE THE GROUND AND HAS LETTERING TEXAS PRISON LINE.
 AW6958'
 AW6958'TO REACH THE AZIMUTH MARK FROM THE STATION, GO IN A NORTHERLY
 AW6958'DIRECTION ON FARM ROAD 1464 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 AW6958'
 AW6958'HEIGHT OF LIGHT ABOVE STATION MARK 86.2 FEET.
 AW6958
 AW6958                          STATION RECOVERY (1998)
 AW6958
 AW6958'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6958'MARK NOT FOUND.
 AW6958
 AW6958                          STATION RECOVERY (1998)
 AW6958
 AW6958'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1047 ***********************************************************************
 CU1047  DESIGNATION -  WHATLEY
 CU1047  PID         -  CU1047
 CU1047  STATE/COUNTY-  TX/SCURRY
 CU1047  USGS QUAD   -  ARAH (1969)
 CU1047
 CU1047                         *CURRENT SURVEY CONTROL
 CU1047  ___________________________________________________________________
 CU1047* NAD 83(1993)-  32 50 33.07850(N)    101 09 04.20247(W)     ADJUSTED  
 CU1047* NAVD 88     -       811.7    (meters)    2663.     (feet)  VERTCON   
 CU1047  ___________________________________________________________________
 CU1047  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 CU1047  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CU1047
 CU1047  HORZ ORDER  -  FIRST
 CU1047
 CU1047.The horizontal coordinates were established by classical geodetic methods
 CU1047.and adjusted by the National Geodetic Survey in February 1996..
 CU1047
 CU1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1047
 CU1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1047
 CU1047.The geoid height was determined by GEOID03.
 CU1047
 CU1047;                    North         East     Units Scale Factor Converg.
 CU1047;SPC TXNC     - 2,133,521.529   351,856.996   MT  0.99987924   -1 26 45.4
 CU1047;SPC TXNC     - 6,999,728.55  1,154,384.16   sFT  0.99987924   -1 26 45.4
 CU1047;UTM  14      - 3,635,879.416   298,671.051   MT  1.00009981   -1 10 01.3
 CU1047
 CU1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1047!SPC TXNC     -   0.99987663  x   0.99987924  =   0.99975589
 CU1047!UTM  14      -   0.99987663  x   1.00009981  =   0.99997643
 CU1047
 CU1047:                Primary Azimuth Mark                     Grid Az
 CU1047:SPC TXNC     -  WHATLEY AZ MK                            007 55 13.8
 CU1047:UTM  14      -  WHATLEY AZ MK                            007 38 29.7
 CU1047
 CU1047|---------------------------------------------------------------------|
 CU1047| PID    Reference Object                     Distance      Geod. Az  |
 CU1047|                                                           dddmmss.s |
 CU1047| CH9903 WHATLEY AZ MK                                      0062828.4 |
 CU1047| CH9904 WHATLEY RM 1                         20.780 METERS 02407     |
 CU1047| CU1045 FLUVANNA TV MICROWAVE               APPROX. 7.1 KM 0360038.4 |
 CU1047| CH9905 WHATLEY RM 2                         21.710 METERS 30224     |
 CU1047|---------------------------------------------------------------------|
 CU1047
 CU1047                          SUPERSEDED SURVEY CONTROL
 CU1047
 CU1047  NAD 83(1993)-  32 50 33.08397(N)    101 09 04.19403(W) AD(       ) 1
 CU1047  NAD 83(1986)-  32 50 33.08433(N)    101 09 04.19324(W) AD(       ) 1
 CU1047  NAD 27      -  32 50 32.70881(N)    101 09 02.73818(W) AD(       ) 1
 CU1047  NGVD 29 (07/19/86)  811.4    (m)         2662.     (f) VERT ANG       
 CU1047
 CU1047.Superseded values are not recommended for survey control.
 CU1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1047.See file dsdata.txt to determine how the superseded data were derived.
 CU1047
 CU1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9867135879(NAD 83)
 CU1047_MARKER: DS = TRIANGULATION STATION DISK
 CU1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1047
 CU1047  HISTORY     - Date     Condition        Report By
 CU1047  HISTORY     - 1968     MONUMENTED       CGS
 CU1047
 CU1047                          STATION DESCRIPTION
 CU1047
 CU1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1047'STATION IS LOCATED ABOUT 18 MILES EAST-NORTHEAST OF GAIL, 16
 CU1047'MILES NORTHWEST OF SNYDER, 3 MILES SOUTH OF FLUVANNA AND ON THE
 CU1047'ELIZABETH WHATLEY ESTATE.
 CU1047'
 CU1047'TO REACH FROM THE POST OFFICE IN FLUVANNA, GO WEST FOR 0.05
 CU1047'MILE TO A STOP SIGN, TURN LEFT AND GO SOUTH ON FARM ROAD 1269 FOR
 CU1047'1.7 MILES TO A CROSSROAD, CONTINUE SOUTH ON THE ROAD FOR 0.95 MILE
 CU1047'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON THE ROAD FOR
 CU1047'0.2 MILE TO A DRIVEWAY LEADING TO A HOUSE ABOUT 0.1 MILE WEST AND
 CU1047'THE STATION.
 CU1047'
 CU1047'STATION MARK IS A STANDARD DISK, STAMPED WHATLEY 1968, SET IN
 CU1047'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CU1047'GROUND SURFACE.  IT IS 90 FEET WEST OF THE CENTER OF FARM ROAD
 CU1047'1269, 71 FEET SOUTHWEST OF THE SOUTHWEST ONE OF FOUR BRICK
 CU1047'PEDESTALS, 54 FEET SOUTH OF A FENCE AND 25 FEET SOUTH OF THE
 CU1047'CENTER OF A BLADED ROAD.
 CU1047'
 CU1047'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WHATLEY NO 1 1968,
 CU1047'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CU1047'GROUND SURFACE.  IT IS 64 FEET WEST OF THE CENTER OF FARM ROAD
 CU1047'1269, 23 FEET NORTH OF THE CENTER OF THE BLADED ROAD, 2.0 FEET
 CU1047'SOUTH OF THE FENCE, 2.6 FEET SOUTHWEST OF THE PEDESTAL AND
 CU1047'ABOUT THE SAME ELEVATION AS THE STATION.
 CU1047'
 CU1047'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WHATLEY NO 2 1968,
 CU1047'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CU1047'GROUND SURFACE.  IT IS 93.5 FEET WEST OF THE PEDESTAL, 30 FEET
 CU1047'NORTH OF THE CENTER OF THE BLADED ROAD, 1.4 FEET SOUTH OF THE
 CU1047'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 CU1047'
 CU1047'AZIMUTH MARK IS A STANDARD DISK, STAMPED WHATLEY 1968, SET IN THE
 CU1047'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 CU1047'ABOVE THE GROUND SURFACE.  IT IS 37 FEET EAST OF THE CENTER OF
 CU1047'FARM ROAD 1269, 32.5 FEET SOUTH OF A POWERLINE AND TELEPHONE
 CU1047'POLE, 4.5 FEET NORTHWEST OF A POWERLINE AND TELEPHONE POLE WITH
 CU1047'WITNESS SIGN ATTACHED AND 2.5 FEET WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0815 ***********************************************************************
 EN0815  DESIGNATION -  WHEAT
 EN0815  PID         -  EN0815
 EN0815  STATE/COUNTY-  TX/ARMSTRONG
 EN0815  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0815
 EN0815                         *CURRENT SURVEY CONTROL
 EN0815  ___________________________________________________________________
 EN0815* NAD 83(1993)-  34 45 22.21289(N)    101 26 28.91248(W)     ADJUSTED  
 EN0815* NAVD 88     -      1013.     (meters)    3323.     (feet)  SCALED    
 EN0815  ___________________________________________________________________
 EN0815  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 EN0815  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EN0815
 EN0815  HORZ ORDER  -  SECOND
 EN0815
 EN0815.The horizontal coordinates were established by classical geodetic methods
 EN0815.and adjusted by the National Geodetic Survey in February 1996..
 EN0815
 EN0815.The orthometric height was scaled from a topographic map.
 EN0815
 EN0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0815
 EN0815.The geoid height was determined by GEOID03.
 EN0815
 EN0815;                    North         East     Units Scale Factor Converg.
 EN0815;SPC TX N     - 1,083,889.798   205,368.427   MT  0.99997709   +0 02 02.3
 EN0815;SPC TX N     - 3,556,061.78    673,779.58   sFT  0.99997709   +0 02 02.3
 EN0815;UTM  14      - 3,848,718.866   276,538.752   MT  1.00021550   -1 23 32.5
 EN0815
 EN0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0815!SPC TX N     -   0.99984514  x   0.99997709  =   0.99982224
 EN0815!UTM  14      -   0.99984514  x   1.00021550  =   1.00006061
 EN0815
 EN0815|---------------------------------------------------------------------|
 EN0815| PID    Reference Object                     Distance      Geod. Az  |
 EN0815|                                                           dddmmss.s |
 EN0815| CJ9277 WHEAT RM 1                           33.711 METERS 08957     |
 EN0815| CJ9276 WHEAT AZ MK                                        1770949.7 |
 EN0815| EN0811 SILVERTON ATT MICRO RELAY MST       APPROX.19.5 KM 1784710.4 |
 EN0815| CJ9278 WHEAT RM 2                           20.006 METERS 18623     |
 EN0815| EN0889 WAYSIDE ATT MICRO RELAY MST         APPROX.13.4 KM 3032711.0 |
 EN0815|---------------------------------------------------------------------|
 EN0815
 EN0815                          SUPERSEDED SURVEY CONTROL
 EN0815
 EN0815  NAD 83(1993)-  34 45 22.21722(N)    101 26 28.90770(W) AD(       ) 2
 EN0815  NAD 83(1986)-  34 45 22.21907(N)    101 26 28.90537(W) AD(       ) 2
 EN0815  NAD 27      -  34 45 22.01609(N)    101 26 27.29159(W) AD(       ) 2
 EN0815
 EN0815.Superseded values are not recommended for survey control.
 EN0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0815.See file dsdata.txt to determine how the superseded data were derived.
 EN0815
 EN0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7653948719(NAD 83)
 EN0815_MARKER: DS = TRIANGULATION STATION DISK
 EN0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0815
 EN0815  HISTORY     - Date     Condition        Report By
 EN0815  HISTORY     - 1964     MONUMENTED       CGS
 EN0815
 EN0815                          STATION DESCRIPTION
 EN0815
 EN0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0815'THE STATION IS ABOUT 21 MILES NORTHWEST OF SILVERTON, 8 MILES
 EN0815'NORTHEAST OF VIGO PARK AND 6-1/2 MILES SOUTHEAST OF WAYSIDE, ON THE
 EN0815'WEST RIGHT-OF-WAY OF FARM ROAD 284.
 EN0815'
 EN0815'TO REACH THE STATION FROM THE POST OFFICE IN WAYSIDE, GO SOUTH FOR
 EN0815'0.1 MILE TO THE JUNCTION WITH FARM ROAD 285.  CONTINUE SOUTH ON FARM
 EN0815'ROAD 285 FOR 2.0 MILES TO WHERE THE FARM ROAD TURNS EAST.  TURN
 EN0815'LEFT AND GO EAST ON FARM ROAD 285 FOR 6.1 MILES TO THE JUNCTION
 EN0815'WITH FARM ROAD 284.  TURN RIGHT AND GO SOUTH ON FARM ROAD 284 FOR
 EN0815'0.5 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 EN0815'MARK CONTINUE SOUTH ON THE FARM ROAD FOR 0.4 MILE TO THE MARK
 EN0815'ON THE LEFT.
 EN0815'
 EN0815'STATION MARK IS A STANDARD DISK, STAMPED WHEAT 1964, SET IN THE TOP
 EN0815'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 EN0815'IS 52 FEET WEST OF THE CENTERLINE OF FARM ROAD 284, 8 FEET EAST OF
 EN0815'A WIRE FENCE AND 8 FEET EAST OF A WITNESS POST.
 EN0815'
 EN0815'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WHEAT NO 1 1964, SET
 EN0815'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 EN0815'IT IS 59 FEET EAST OF THE CENTERLINE OF THE ROAD, 35.5 FEET
 EN0815'NORTHEAST OF THE EAST LEG OF A HIGHWAY SIGN, 28 FEET NORTH OF A
 EN0815'POWERLINE POLE, 1 FOOT WEST OF A WIRE FENCE AND ABOUT THE SAME
 EN0815'ELEVATION AS THE STATION.
 EN0815'
 EN0815'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WHEAT NO 2 1964, SET IN
 EN0815'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 EN0815'59 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF THE
 EN0815'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0815'
 EN0815'AZIMUTH MARK IS A STANDARD DISK, STAMPED WHEAT 1964, SET IN THE TOP
 EN0815'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EN0815'GROUND.  IT IS 155 FEET NORTH OF A POWERLINE POLE, 58 FEET EAST OF
 EN0815'THE CENTERLINE OF FARM ROAD 284, 1.7 FEET NORTHWEST OF A WITNESS
 EN0815'POST AND 1 FOOT WEST OF A WIRE FENCE.
 EN0815'
 EN0815'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6654 ***********************************************************************
 AW6654  DESIGNATION -  WHEATLEY HL P 1939
 AW6654  PID         -  AW6654
 AW6654  STATE/COUNTY-  TX/HARRIS
 AW6654  USGS QUAD   -  SETTEGAST (1995)
 AW6654
 AW6654                         *CURRENT SURVEY CONTROL
 AW6654  ___________________________________________________________________
 AW6654* NAD 83(1993)-  29 46 33.97808(N)    095 20 07.83125(W)     ADJUSTED  
 AW6654* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AW6654  ___________________________________________________________________
 AW6654  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6654  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6654
 AW6654  HORZ ORDER  -  THIRD
 AW6654
 AW6654.The horizontal coordinates were established by classical geodetic methods
 AW6654.and adjusted by the National Geodetic Survey in February 1996..
 AW6654
 AW6654.The orthometric height was scaled from a topographic map.
 AW6654
 AW6654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6654
 AW6654.The geoid height was determined by GEOID03.
 AW6654
 AW6654;                    North         East     Units Scale Factor Converg.
 AW6654;SPC TXSC     - 4,220,863.061   954,268.157   MT  0.99989279   +1 47 43.0
 AW6654;SPC TXSC     -13,847,948.23  3,130,794.78   sFT  0.99989279   +1 47 43.0
 AW6654;UTM  15      - 3,296,262.541   274,209.752   MT  1.00022906   -1 09 37.2
 AW6654
 AW6654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6654!SPC TXSC     -   1.00000209  x   0.99989279  =   0.99989488
 AW6654!UTM  15      -   1.00000209  x   1.00022906  =   1.00023115
 AW6654
 AW6654:                Primary Azimuth Mark                     Grid Az
 AW6654:SPC TXSC     -  GULF                                     233 12 13.0
 AW6654:UTM  15      -  GULF                                     236 09 33.2
 AW6654
 AW6654|---------------------------------------------------------------------|
 AW6654| PID    Reference Object                     Distance      Geod. Az  |
 AW6654|                                                           dddmmss.s |
 AW6654| AW6664 GULF                                APPROX. 3.3 KM 2345956.0 |
 AW6654|---------------------------------------------------------------------|
 AW6654
 AW6654                          SUPERSEDED SURVEY CONTROL
 AW6654
 AW6654  NAD 83(1986)-  29 46 33.99266(N)    095 20 07.81216(W) AD(       ) 3
 AW6654  NAD 27      -  29 46 33.17405(N)    095 20 07.03845(W) AD(       ) 3
 AW6654
 AW6654.Superseded values are not recommended for survey control.
 AW6654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6654.See file dsdata.txt to determine how the superseded data were derived.
 AW6654
 AW6654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7421096263(NAD 83)
 AW6654_MARKER: DD = SURVEY DISK
 AW6654_SETTING: 0 = UNSPECIFIED SETTING
 AW6654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6654
 AW6654  HISTORY     - Date     Condition        Report By
 AW6654  HISTORY     - 1939     MONUMENTED       HLPCO
 AW6654  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AW6654  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6654
 AW6654                          STATION DESCRIPTION
 AW6654
 AW6654'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1939
 AW6654'STATION IS ON THE INNER EDGE OF THE COPING AT THE SW CORNER
 AW6654'OF THE BUILDING, AND IS MARKED BY A STANDARD H.L. AND P. CO.
 AW6654'BRONZE DISK, STAMPED WHEATLEY 1939 AND SET 2.2 FT. FROM THE
 AW6654'S AND W OUTER EDGES OF THE COPING.
 AW6654
 AW6654                          STATION RECOVERY (1952)
 AW6654
 AW6654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6654'STATION WAS DESTROYED.  ACCORDING TO THE PRINCIPAL OF THE
 AW6654'SCHOOL, THE CORNER OF THE BUILDING WAS HIT BY LIGHTNING AND
 AW6654'HAS BEEN REBUILT.  THE DISK IS NO LONGER IN PLACE.
 AW6654
 AW6654                          STATION RECOVERY (1996)
 AW6654
 AW6654'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1708 ***********************************************************************
 FL1708  DESIGNATION -  WHEELER
 FL1708  PID         -  FL1708
 FL1708  STATE/COUNTY-  TX/CARSON
 FL1708  USGS QUAD   -  WHITE DEER (1965)
 FL1708
 FL1708                         *CURRENT SURVEY CONTROL
 FL1708  ___________________________________________________________________
 FL1708* NAD 83(1993)-  35 26 12.82177(N)    101 10 14.32763(W)     ADJUSTED  
 FL1708* NAVD 88     -      1047.     (meters)    3435.     (feet)  SCALED    
 FL1708  ___________________________________________________________________
 FL1708  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 FL1708  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL1708
 FL1708  HORZ ORDER  -  THIRD
 FL1708
 FL1708.The horizontal coordinates were established by classical geodetic methods
 FL1708.and adjusted by the National Geodetic Survey in February 1996..
 FL1708
 FL1708.The orthometric height was scaled from a topographic map.
 FL1708
 FL1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1708
 FL1708.The geoid height was determined by GEOID03.
 FL1708
 FL1708;                    North         East     Units Scale Factor Converg.
 FL1708;SPC TX N     - 1,159,454.100   229,902.671   MT  0.99991093   +0 11 27.1
 FL1708;SPC TX N     - 3,803,975.66    754,272.35   sFT  0.99991093   +0 11 27.1
 FL1708;UTM  14      - 3,923,659.404   302,967.908   MT  1.00007844   -1 15 32.3
 FL1708
 FL1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1708!SPC TX N     -   0.99983975  x   0.99991093  =   0.99975069
 FL1708!UTM  14      -   0.99983975  x   1.00007844  =   0.99991817
 FL1708
 FL1708:                Primary Azimuth Mark                     Grid Az
 FL1708:SPC TX N     -  SIMMS                                    272 46 18.2
 FL1708:UTM  14      -  SIMMS                                    274 13 17.6
 FL1708
 FL1708|---------------------------------------------------------------------|
 FL1708| PID    Reference Object                     Distance      Geod. Az  |
 FL1708|                                                           dddmmss.s |
 FL1708| FL0940 SIMMS                               APPROX.12.2 KM 2725745.3 |
 FL1708|---------------------------------------------------------------------|
 FL1708
 FL1708                          SUPERSEDED SURVEY CONTROL
 FL1708
 FL1708  NAD 83(1993)-  35 26 12.82382(N)    101 10 14.32441(W) AD(       ) 3
 FL1708  NAD 83(1986)-  35 26 12.82785(N)    101 10 14.31748(W) AD(       ) 3
 FL1708  NAD 27      -  35 26 12.65920(N)    101 10 12.74644(W) AD(       ) 3
 FL1708
 FL1708.Superseded values are not recommended for survey control.
 FL1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1708.See file dsdata.txt to determine how the superseded data were derived.
 FL1708
 FL1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0296823659(NAD 83)
 FL1708_MARKER: DD = SURVEY DISK
 FL1708_SETTING: 0 = UNSPECIFIED SETTING
 FL1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1708
 FL1708  HISTORY     - Date     Condition        Report By
 FL1708  HISTORY     - 1962     MONUMENTED       USGS
 FL1708
 FL1708                          STATION DESCRIPTION
 FL1708
 FL1708'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FL1708'LOCATED NE. EDGE OF WHITE DEER, TEXAS ON TOP OF THE HEADHOUSE OF
 FL1708'WHEELER-EVANS GRAIN CO. ELEVATOR.
 FL1708'
 FL1708'STATION MARK - STANDARD ALUMINUM TABLET STAMPED ---WHEELER 1962---.
 FL1708'CEMENTED IN TOP OF CONCRETE HEAD OUT.
 FL1708'
 FL1708'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1932 ***********************************************************************
 FL1932  DESIGNATION -  WHEELER
 FL1932  PID         -  FL1932
 FL1932  STATE/COUNTY-  TX/WHEELER
 FL1932  USGS QUAD   -  KELTON NW (1963)
 FL1932
 FL1932                         *CURRENT SURVEY CONTROL
 FL1932  ___________________________________________________________________
 FL1932* NAD 83(1993)-  35 24 33.29118(N)    100 11 17.09400(W)     ADJUSTED  
 FL1932* NAVD 88     -       775.7    (meters)    2545.     (feet)  VERTCON   
 FL1932  ___________________________________________________________________
 FL1932  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 FL1932  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 FL1932
 FL1932  HORZ ORDER  -  FIRST
 FL1932
 FL1932.The horizontal coordinates were established by classical geodetic methods
 FL1932.and adjusted by the National Geodetic Survey in February 1996..
 FL1932
 FL1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1932
 FL1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1932
 FL1932.The geoid height was determined by GEOID03.
 FL1932
 FL1932;                    North         East     Units Scale Factor Converg.
 FL1932;SPC TX N     - 1,157,127.688   319,149.169   MT  0.99991089   +0 45 37.1
 FL1932;SPC TX N     - 3,796,343.09  1,047,075.23   sFT  0.99991089   +0 45 37.1
 FL1932;UTM  14      - 3,919,076.690   392,125.568   MT  0.99974341   -0 41 18.4
 FL1932
 FL1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1932!SPC TX N     -   0.99988247  x   0.99991089  =   0.99979337
 FL1932!UTM  14      -   0.99988247  x   0.99974341  =   0.99962591
 FL1932
 FL1932|---------------------------------------------------------------------|
 FL1932| PID    Reference Object                     Distance      Geod. Az  |
 FL1932|                                                           dddmmss.s |
 FL1932| CL3598 WHEELER RM 1                        121.200 METERS 15648     |
 FL1932| CL3600 WHEELER RM 3                         27.422 METERS 15902     |
 FL1932| CL3599 WHEELER RM 2                        113.800 METERS 19039     |
 FL1932| CL3597 WHEELER AZ MK                                      2605901.3 |
 FL1932| CL3601 WHEELER RM 4                         26.706 METERS 28048     |
 FL1932| FL1963 WHEELER MUNICIPAL TANK              APPROX. 8.5 KM 2963030.3 |
 FL1932|---------------------------------------------------------------------|
 FL1932
 FL1932                          SUPERSEDED SURVEY CONTROL
 FL1932
 FL1932  NAD 83(1993)-  35 24 33.29166(N)    100 11 17.09389(W) AD(       ) 1
 FL1932  NAD 83(1986)-  35 24 33.29488(N)    100 11 17.08390(W) AD(       ) 1
 FL1932  NAD 27      -  35 24 33.12300(N)    100 11 15.65900(W) AD(       ) 1
 FL1932  NGVD 29 (07/19/86)  775.4    (m)         2544.     (f) VERT ANG       
 FL1932
 FL1932.Superseded values are not recommended for survey control.
 FL1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1932.See file dsdata.txt to determine how the superseded data were derived.
 FL1932
 FL1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9212619077(NAD 83)
 FL1932_MARKER: DS = TRIANGULATION STATION DISK
 FL1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1932
 FL1932  HISTORY     - Date     Condition        Report By
 FL1932  HISTORY     - 1927     MONUMENTED       CGS
 FL1932  HISTORY     - 1951     GOOD             CGS
 FL1932
 FL1932                          STATION DESCRIPTION
 FL1932
 FL1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FL1932'ABOUT 5 MILES E AND 2-1/2 MILES S OF WHEELER, ABOUT 12 MILES N
 FL1932'AND 4 MILES E OF SHAMROCK, 10 MILES W OF THE OLD STATE LINE,
 FL1932'ON A HIGH POINT IN A SANDY PASTURE ABOUT 1/2 MILE N OF THE ROAD
 FL1932'LEADING FROM THE SHAMROCK-WHEELER HIGHWAY TO KELTON, ABOUT 0.3
 FL1932'MILE W OF A HALF SECTION CORNER, AND 100 METERS (328 FEET) N
 FL1932'OF AN E-W WIRE FENCE.
 FL1932'
 FL1932'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FL1932'DISKS SET IN CONCRETE.
 FL1932'
 FL1932'REFERENCE MARK NO. 1 IS 121.20 METERS (397.6 FEET) FROM
 FL1932'STATION S 23 DEG 12 MIN E.
 FL1932'
 FL1932'REFERENCE MARK NO. 2 IS 113.80 METERS (373.4 FEET) FROM THE
 FL1932'STATION S 10 DEG 38 MIN W.
 FL1932'
 FL1932'TO REACH FROM THE SHAMROCK-WHEELER HIGHWAY, FOLLOW KELTON
 FL1932'ROAD 3 MILES TO GATE ON N SIDE OF ROAD, PASS THROUGH GATE AND
 FL1932'FOLLOW FENCE 1/2 MILE N TO QUARTER CORNER, THENCE 0.3 MILE W TO
 FL1932'STATION.
 FL1932
 FL1932                          STATION RECOVERY (1951)
 FL1932
 FL1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1932'THE STATION MARK WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS
 FL1932'NO. 1 AND NO. 2 COULD NOT BE FOUND.  TWO NEW REFERENCE MARKS
 FL1932'AND AN AZIMUTH MARK WERE SET.  THE PROPERTY OWNER IS MR. BUZ
 FL1932'WALKER.  DUE TO CHANGES IN FENCE LINE AND NEW ROADS IN THE
 FL1932'VICINITY, A NEW TO REACH FOLLOWS--
 FL1932'
 FL1932'THE STATION MARK IS DESCRIBED AND PROJECTS 12
 FL1932'INCHES.
 FL1932'
 FL1932'REFERENCE MARK NO. 3, STAMPED WHEELER NO 3 1951, IS A BRONZE
 FL1932'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 3 INCHES,
 FL1932'AND IS 1.5 FEET NORTH OF A WITNESS POST.
 FL1932'
 FL1932'REFERENCE MARK NO. 4, STAMPED WHEELER NO 4 1951, IS A BRONZE
 FL1932'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.
 FL1932'
 FL1932'THE AZIMUTH MARK, STAMPED WHEELER 1951, IS A BRONZE DISK SET IN
 FL1932'A ROUND CONCRETE POST THAT PROJECTS 4 INCHES, AND IS 8 FEET
 FL1932'SOUTH OF A TRACK ROAD AND 1 FOOT NORTH OF A FENCE LINE.
 FL1932'
 FL1932'TO REACH FROM THE COURTHOUSE IN WHEELER, GO SOUTHERLY ON U.S.
 FL1932'HIGHWAY 83, 3.8 MILES TO CROSSROADS, TURN EAST ON GRADED
 FL1932'DIRT ROAD FOR 2.45 MILES TO A T-ROAD RIGHT AND A WIRE GATE
 FL1932'ON THE LEFT.  GO THROUGH THE GATE ON SANDY TRACK ROAD FOR 0.5
 FL1932'MILE, TURN EAST PASSING THROUGH WIRE GATE, CONTINUE EAST ALONG
 FL1932'FENCE LINE FOR 0.8 MILE TO TOP OF SECOND RIDGE, TURN NORTH AND
 FL1932'FOLLOW TOP OF RIDGE FOR 100 YARDS TO STATION SITE.  THE AZIMUTH
 FL1932'MARK IS ON TOP OF THE FIRST RIDGE FROM THE SECOND GATE AS
 FL1932'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1962 ***********************************************************************
 FL1962  DESIGNATION -  WHEELER CITY
 FL1962  PID         -  FL1962
 FL1962  STATE/COUNTY-  TX/WHEELER
 FL1962  USGS QUAD   -  WHEELER (1978)
 FL1962
 FL1962                         *CURRENT SURVEY CONTROL
 FL1962  ___________________________________________________________________
 FL1962* NAD 83(1993)-  35 26 41.73966(N)    100 16 20.82417(W)     ADJUSTED  
 FL1962* NAVD 88     -       766.     (meters)    2513.     (feet)  SCALED    
 FL1962  ___________________________________________________________________
 FL1962  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 FL1962  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 FL1962
 FL1962  HORZ ORDER  -  SECOND
 FL1962
 FL1962.The horizontal coordinates were established by classical geodetic methods
 FL1962.and adjusted by the National Geodetic Survey in February 1996..
 FL1962
 FL1962.The orthometric height was scaled from a topographic map.
 FL1962
 FL1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1962
 FL1962.The geoid height was determined by GEOID03.
 FL1962
 FL1962;                    North         East     Units Scale Factor Converg.
 FL1962;SPC TX N     - 1,160,987.274   311,437.944   MT  0.99991099   +0 42 41.1
 FL1962;SPC TX N     - 3,809,005.75  1,021,775.99   sFT  0.99991099   +0 42 41.1
 FL1962;UTM  14      - 3,923,129.410   384,515.609   MT  0.99976435   -0 44 16.8
 FL1962
 FL1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1962!SPC TX N     -   0.99988394  x   0.99991099  =   0.99979494
 FL1962!UTM  14      -   0.99988394  x   0.99976435  =   0.99964832
 FL1962
 FL1962:                Primary Azimuth Mark                     Grid Az
 FL1962:SPC TX N     -  WHEELER CITY AZ MK 2                     068 33 41.2
 FL1962:UTM  14      -  WHEELER CITY AZ MK 2                     070 00 39.1
 FL1962
 FL1962|---------------------------------------------------------------------|
 FL1962| PID    Reference Object                     Distance      Geod. Az  |
 FL1962|                                                           dddmmss.s |
 FL1962| CL3603 WHEELER CITY AZ MK 2                               0691622.3 |
 FL1962| CL3602 WHEELER CITY AZ MK                                 0732103.2 |
 FL1962| CL3604 WHEELER CITY RM 1                    18.965 METERS 13202     |
 FL1962| FL1963 WHEELER MUNICIPAL TANK              173.381 METERS 16319     |
 FL1962| CL3605 WHEELER CITY RM 2                    39.304 METERS 22036     |
 FL1962| CL3606 WHEELER CITY RM 3                    34.122 METERS 27130     |
 FL1962|---------------------------------------------------------------------|
 FL1962
 FL1962                          SUPERSEDED SURVEY CONTROL
 FL1962
 FL1962  NAD 83(1993)-  35 26 41.74028(N)    100 16 20.82402(W) AD(       ) 2
 FL1962  NAD 83(1986)-  35 26 41.74371(N)    100 16 20.81402(W) AD(       ) 2
 FL1962  NAD 27      -  35 26 41.57200(N)    100 16 19.37200(W) AD(       ) 2
 FL1962
 FL1962.Superseded values are not recommended for survey control.
 FL1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1962.See file dsdata.txt to determine how the superseded data were derived.
 FL1962
 FL1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8451623129(NAD 83)
 FL1962_MARKER: DS = TRIANGULATION STATION DISK
 FL1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1962
 FL1962  HISTORY     - Date     Condition        Report By
 FL1962  HISTORY     - 1951     MONUMENTED       CGS
 FL1962  HISTORY     - 1972     GOOD             NGS
 FL1962  HISTORY     - 20031212 SEE DESCRIPTION  NGS
 FL1962
 FL1962                          STATION DESCRIPTION
 FL1962
 FL1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1962'THE STATION IS LOCATED IN THE CITY OF WHEELER, 120 FEET SOUTHWEST
 FL1962'OF THE INTERSECTION OF U.S. HIGHWAY 83 AND STATE ROUTE 152,
 FL1962'114 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE COURTHOUSE,
 FL1962'10 FEET SOUTH OF A CONCRETE WALL, AND ON THE COURTHOUSE SQUARE.
 FL1962'THE MARK IS A BRONZE DISK STAMPED WHEELER CITY 1951, AND SET
 FL1962'IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FL1962'
 FL1962'REFERENCE MARK NO. 1 IS 39 FEET WEST OF THE CENTERLINE OF U.S.
 FL1962'HIGHWAY 83, AND 5 FEET WEST OF A TELEPHONE POLE.  THE MARK IS
 FL1962'A BRONZE DISK STAMPED WHEELER CITY NO 1 1951, AND SET IN A
 FL1962'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FL1962'
 FL1962'REFERENCE MARK NO. 2 IS IN THE NORTH BANNISTER OF THE EAST STEPS
 FL1962'OF THE COURTHOUSE.  THE MARK IS A BRONZE DISK STAMPED
 FL1962'WHEELER CITY NO 2 1951, AND SET IN A DRILL HOLE IN A CONCRETE
 FL1962'BANNISTER.
 FL1962'
 FL1962'THE AZIMUTH MARK IS 8 FEET EAST OF A TRACK ROAD, 2 FEET WEST
 FL1962'OF A WITNESS POST, AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 FL1962'IS A BRONZE DISK STAMPED WHEELER CITY 1951, AND SET IN A CONCRETE
 FL1962'CYLINDER WHICH PROJECTS 8 INCHES.
 FL1962'
 FL1962'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO EAST ON STATE
 FL1962'ROUTE 152 FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT
 FL1962'AND FOLLOW TRACK ROAD AROUND THE NORTH SIDE OF A BARN FOR
 FL1962'0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND GO 0.1 MILE TO
 FL1962'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FL1962'
 FL1962'HEIGHT OF LIGHT ABOVE STATION MARK 22-1/2 METERS.
 FL1962
 FL1962                          STATION RECOVERY (1972)
 FL1962
 FL1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FL1962'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 FL1962'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 FL1962'1951 WILL BE DESTROYED BY ROAD CONSTRUCTION IN THE NEAR FUTURE,
 FL1962'THE LINE OF SIGHT WAS BLOCKED FROM THE STATION TO THE AZIMUTH
 FL1962'MARK 1951 BY BUILDINGS.
 FL1962'
 FL1962'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.
 FL1962'
 FL1962'REFERENCE MARK NO. 3 AND AZIMUTH MARK 1951 1972 WAS ESTABLISHED
 FL1962'AT THIS TIME.
 FL1962'
 FL1962'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 FL1962'
 FL1962'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE WHEELER
 FL1962'COUNTY COURTHOUSE SQUARE IN WHEELER.  IT IS 107 FEET NORTHEAST
 FL1962'OF THE NORTHEAST CORNER OF COURTHOUSE, 28 FEET SOUTHWEST OF THE
 FL1962'NORTHEAST CORNER OF THE CONCRETE RETAINING WALL OF THE COURTHOUSE
 FL1962'SQUARE, 26 FEET WEST OF THE EAST EDGE OF RETAINING WALL AND
 FL1962'11 FEET SOUTH OF THE NORTH EDGE OF RETAINING WALL.
 FL1962'
 FL1962'STATION MARK IS A STANDARD DISK, SET IN A SQUARE CONCRETE
 FL1962'POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED WHEELER CITY
 FL1962'1951.
 FL1962'
 FL1962'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A DRILL HOLE
 FL1962'IN THE NORTH BANNISTER OF THE EAST ENTRANCE TO COURTHOUSE AND
 FL1962'IS STAMPED WHEELER CITY NO 2 1951.  IT IS 34 FEET SOUTH OF THE
 FL1962'NORTHEAST CORNER OF THE COURTHOUSE, 19 FEET NORTHEAST OF THE
 FL1962'EAST ENTRANCE DOOR TO COURTHOUSE AND IS ABOUT 4 FEET ABOVE
 FL1962'THE SURFACE OF THE GROUND.
 FL1962'
 FL1962'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE
 FL1962'IN NORTH ENTRANCE OF SIDEWALK TO COURTHOUSE AND THE DISK IS
 FL1962'STAMPED WHEELER CITY 1951 NO 3 1972.  IT IS 67 FEET NORTH OF THE
 FL1962'NORTH ENTRANCE DOOR TO COURTHOUSE, 8 FEET SOUTH OF THE NORTH
 FL1962'EDGE OF RETAINING WALL, 2.6 FEET SOUTH OF THE EDGE OF THE
 FL1962'TOP STEP LEADING UP FROM STREET LEVEL TO COURTHOUSE GROUND LEVEL
 FL1962'AND 1/2 FOOT WEST OF THE EAST EDGE OF SIDEWALK.
 FL1962'
 FL1962'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL1962'CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED
 FL1962'WHEELER CITY 1951 1972.
 FL1962'
 FL1962'IT IS 85 PACES NORTH OF A WINDMILL, 33 FEET EAST OF THE CENTER
 FL1962'OF DIRT ROAD, 3 FEET EAST OF A CORNER POST, 2 FEET EAST OF A
 FL1962'METAL WITNESS POST AND 1-FOOT SOUTH OF FENCELINE.
 FL1962'
 FL1962'TO REACH FROM THE STATION, GO EAST ON STATE HWY. 151 FOR 1.0
 FL1962'MILE TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.4 MILE TO
 FL1962'MARK ON THE RIGHT.
 FL1962'
 FL1962'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COURTHOUSE
 FL1962'IN WHEELER
 FL1962
 FL1962                          STATION RECOVERY (2003)
 FL1962
 FL1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (BES)
 FL1962'RM 3 WAS REPORTED AS DESTROYED AND DISK SENT TO NGS BY
 FL1962'DAVID LEDBETTER OF PHOENIX RESTORATION AND CONSTRUCTION OF
 FL1962'DALLAS, TX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1963 ***********************************************************************
 FL1963  DESIGNATION -  WHEELER MUNICIPAL TANK
 FL1963  PID         -  FL1963
 FL1963  STATE/COUNTY-  TX/WHEELER
 FL1963  USGS QUAD   -  WHEELER (1978)
 FL1963
 FL1963                         *CURRENT SURVEY CONTROL
 FL1963  ___________________________________________________________________
 FL1963* NAD 83(1993)-  35 26 36.35066(N)    100 16 18.85080(W)     ADJUSTED  
 FL1963* NAVD 88     -                                                        
 FL1963  ___________________________________________________________________
 FL1963  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 FL1963  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 FL1963
 FL1963  HORZ ORDER  -  THIRD
 FL1963
 FL1963.The horizontal coordinates were established by classical geodetic methods
 FL1963.and adjusted by the National Geodetic Survey in February 1996..
 FL1963
 FL1963
 FL1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1963
 FL1963.The geoid height was determined by GEOID03.
 FL1963
 FL1963;                    North         East     Units Scale Factor Converg.
 FL1963;SPC TX N     - 1,160,821.836   311,489.767   MT  0.99991097   +0 42 42.2
 FL1963;SPC TX N     - 3,808,462.97  1,021,946.01   sFT  0.99991097   +0 42 42.2
 FL1963;UTM  14      - 3,922,962.738   384,563.223   MT  0.99976422   -0 44 15.6
 FL1963
 FL1963                          SUPERSEDED SURVEY CONTROL
 FL1963
 FL1963  NAD 83(1993)-  35 26 36.35124(N)    100 16 18.85064(W) AD(       ) 4
 FL1963  NAD 83(1986)-  35 26 36.35537(N)    100 16 18.84017(W) AD(       ) 4
 FL1963  NAD 27      -  35 26 36.18100(N)    100 16 17.39600(W) AD(       ) 3
 FL1963
 FL1963.Superseded values are not recommended for survey control.
 FL1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1963.See file dsdata.txt to determine how the superseded data were derived.
 FL1963
 FL1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8456322963(NAD 83)
 FL1963_MARKER: 53 = ELEVATED TANK
 FL1963
 FL1963  HISTORY     - Date     Condition        Report By
 FL1963  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1963
 FL1963                          STATION DESCRIPTION
 FL1963
 FL1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1963'AN ELEVATED SILVER-COLORED, WATER TANK, ABOUT 100 FEET HIGH IN
 FL1963'TOWN OF WHEELER.  LOCATED ONE BLOCK SOUTH OF THE SE CORNER OF
 FL1963'THE COURTHOUSE SQUARE.  THE TOP CENTER OF THE TANK WAS THE POINT
 FL1963'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0963 ***********************************************************************
 BM0963  DESIGNATION -  WHEELOCK
 BM0963  PID         -  BM0963
 BM0963  STATE/COUNTY-  TX/ROBERTSON
 BM0963  USGS QUAD   -  WHEELOCK (1989)
 BM0963
 BM0963                         *CURRENT SURVEY CONTROL
 BM0963  ___________________________________________________________________
 BM0963* NAD 83(1993)-  30 56 03.47995(N)    096 28 11.01275(W)     ADJUSTED  
 BM0963* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 BM0963  ___________________________________________________________________
 BM0963  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BM0963  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0963
 BM0963  HORZ ORDER  -  FIRST
 BM0963
 BM0963.The horizontal coordinates were established by classical geodetic methods
 BM0963.and adjusted by the National Geodetic Survey in February 1996..
 BM0963
 BM0963.The orthometric height was scaled from a topographic map.
 BM0963
 BM0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0963
 BM0963.The geoid height was determined by GEOID03.
 BM0963
 BM0963;                    North         East     Units Scale Factor Converg.
 BM0963;SPC TX C     - 3,146,934.217 1,069,126.092   MT  0.99988243   +1 59 23.9
 BM0963;SPC TX C     -10,324,566.68  3,507,624.52   sFT  0.99988243   +1 59 23.9
 BM0963;UTM  14      - 3,425,066.008   741,758.091   MT  1.00032102   +1 18 04.8
 BM0963
 BM0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0963!SPC TX C     -   0.99997944  x   0.99988243  =   0.99986188
 BM0963!UTM  14      -   0.99997944  x   1.00032102  =   1.00030046
 BM0963
 BM0963|---------------------------------------------------------------------|
 BM0963| PID    Reference Object                     Distance      Geod. Az  |
 BM0963|                                                           dddmmss.s |
 BM0963| CV8618 WHEELOCK RM 1                        26.150 METERS 02008     |
 BM0963| CV8617 WHEELOCK AZ MK                                     0581248.8 |
 BM0963| CV8619 WHEELOCK RM 2                        23.638 METERS 28444     |
 BM0963|---------------------------------------------------------------------|
 BM0963
 BM0963                          SUPERSEDED SURVEY CONTROL
 BM0963
 BM0963  NAD 83(1986)-  30 56 03.49279(N)    096 28 10.99330(W) AD(       ) 1
 BM0963  NAD 27      -  30 56 02.81400(N)    096 28 10.11900(W) AD(       ) 1
 BM0963
 BM0963.Superseded values are not recommended for survey control.
 BM0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0963.See file dsdata.txt to determine how the superseded data were derived.
 BM0963
 BM0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV4175825066(NAD 83)
 BM0963_MARKER: DS = TRIANGULATION STATION DISK
 BM0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0963
 BM0963  HISTORY     - Date     Condition        Report By
 BM0963  HISTORY     - 1943     MONUMENTED       CGS
 BM0963  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0963
 BM0963                          STATION DESCRIPTION
 BM0963
 BM0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0963'THE STATION IS LOCATED ABOUT 8.5 MILES ENE OF HEARNE, AND
 BM0963'5.0 MILES NW OF WHEELOCK, ON THE HIGHEST POINT OF A TIMBERED
 BM0963'RIDGE, AND ON LAND OWNED BY H.R. ROSS, WHO LIVES ABOUT 1.0
 BM0963'MILE S OF THE STATION.  IT IS 35 FEET SE OF THE CENTER OF THE
 BM0963'DIRT ROAD, 8 FEET SE OF THE FENCE LINE, AND 30 FEET SW OF A
 BM0963'TRIANGULAR-BLAZED 12-INCH OAK TREE.  THE DISK IS STAMPED
 BM0963'WHEELOCK 1943, AND PROJECTS 8 INCHES.
 BM0963'
 BM0963'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0963'DISKS SET IN CONCRETE.
 BM0963'
 BM0963'REFERENCE MARK NO. 1 IS N OF THE STATION, 30 FEET NW OF THE
 BM0963'CENTER OF THE DIRT ROAD, AND 1 FOOT S OF THE N AND S FENCE
 BM0963'LINE.  THE DISK IS STAMPED WHEELOCK NO. 1 1943, AND PROJECTS
 BM0963'6 INCHES.
 BM0963'
 BM0963'REFERENCE MARK NO. 2 IS W OF THE STATION, 30 FEET NW OF THE
 BM0963'CENTER OF THE DIRT ROAD, AND IN THE N AND S FENCE LINE.  THE
 BM0963'DISK IS STAMPED WHEELOCK NO. 2 1943, AND PROJECTS 6 INCHES.
 BM0963'
 BM0963'THE AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, 30 FEET
 BM0963'NW OF THE CENTER OF THE DIRT ROAD, AND SET IN THE N AND S
 BM0963'FENCE LINE.  THE DISK IS STAMPED WHEELOCK 1943, AND PROJECTS 8
 BM0963'INCHES.  TO REACH FROM THE STATION.  GO E ON DIRT ROAD FOR
 BM0963'0.45 MILE TO THE MARK ON THE LEFT.
 BM0963'
 BM0963'TO REACH THE STATION FROM THE CORNER OF FOURTH AND MARKET STREETS
 BM0963'IN HEARNE.  GO S ON MARKET STREET FOR 0.2 MILE, TURN LEFT
 BM0963'ACROSS RAILROAD TRACKS JUST S OF THE RAILROAD STATION AND GO
 BM0963'E ON MACADAM STREET FOR 0.6 MILE TO T-STREETS, TURN RIGHT AND
 BM0963'GO 0.15 MILE TO T-STREET, TURN LEFT AND FOLLOW MACADAM ROAD E FOR
 BM0963'3.3 MILES TO CROSSROADS AT BLACK JACK SCHOOL ON THE LEFT, TURN
 BM0963'LEFT AND GO N ON DIRT ROAD FOR 1.95 MILES TO A T-ROAD RIGHT,
 BM0963'TURN RIGHT AND GO E FOR 2.1 MILES TO A FORKS, BEAR RIGHT AND
 BM0963'FOLLOW MAIN-TRAVELED ROAD E FOR 0.65 MILE TO A WIRE GATE.
 BM0963'PASS THROUGH GATE AND CONTINUE ON MAIN-TRAVELED ROAD FOR 1.7
 BM0963'MILES TO CROSSROADS JUST AFTER PASSING THROUGH TWO WIRE
 BM0963'GATES.  TURN SHARP RIGHT AND GO W UPHILL ON A LITTLE-USED
 BM0963'GRADED SANDY ROAD FOR 0.15 MILE TO A TRIANGULAR-BLAZED OAK
 BM0963'TREE ON THE LEFT AND STATION.
 BM0963'
 BM0963'NOTE--A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BM0963'
 BM0963'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BM0963
 BM0963                          STATION RECOVERY (1994)
 BM0963
 BM0963'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6419 ***********************************************************************
 AW6419  DESIGNATION -  WHITCOMB
 AW6419  PID         -  AW6419
 AW6419  STATE/COUNTY-  TX/HARRIS
 AW6419  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6419
 AW6419                         *CURRENT SURVEY CONTROL
 AW6419  ___________________________________________________________________
 AW6419* NAD 83(1993)-  29 31 17.64584(N)    095 09 53.90360(W)     ADJUSTED  
 AW6419* NAVD 88     -         7.00   (+/-2cm)      23.0    (feet)  VERTCON   
 AW6419  ___________________________________________________________________
 AW6419  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6419  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW6419
 AW6419  HORZ ORDER  -  FIRST
 AW6419  VERT ORDER  -  THIRD ? (See Below)
 AW6419
 AW6419.The horizontal coordinates were established by classical geodetic methods
 AW6419.and adjusted by the National Geodetic Survey in February 1996..
 AW6419
 AW6419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6419.The vertical order pertains to the NGVD 29 superseded value.
 AW6419
 AW6419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6419
 AW6419.The geoid height was determined by GEOID03.
 AW6419
 AW6419;                    North         East     Units Scale Factor Converg.
 AW6419;SPC TXSC     - 4,193,195.725   971,673.980   MT  0.99986853   +1 52 43.8
 AW6419;SPC TXSC     -13,757,176.31  3,187,900.38   sFT  0.99986853   +1 52 43.8
 AW6419;UTM  15      - 3,267,727.144   290,173.168   MT  1.00014328   -1 04 01.9
 AW6419
 AW6419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6419!SPC TXSC     -   1.00000314  x   0.99986853  =   0.99987167
 AW6419!UTM  15      -   1.00000314  x   1.00014328  =   1.00014642
 AW6419
 AW6419|---------------------------------------------------------------------|
 AW6419| PID    Reference Object                     Distance      Geod. Az  |
 AW6419|                                                           dddmmss.s |
 AW6419| CV7950 WHITCOMB RM 2                        22.413 METERS 17119     |
 AW6419| CV7948 WHITCOMB AZ MK                                     2654252.5 |
 AW6419| CV7949 WHITCOMB RM 1                        26.196 METERS 35823     |
 AW6419|---------------------------------------------------------------------|
 AW6419
 AW6419                          SUPERSEDED SURVEY CONTROL
 AW6419
 AW6419  NAD 83(1986)-  29 31 17.66159(N)    095 09 53.88337(W) AD(       ) 1
 AW6419  NAD 27      -  29 31 16.81807(N)    095 09 53.12457(W) AD(       ) 1
 AW6419  NGVD 29 (07/19/86)    7.00   (m)           23.0    (f) LEVELING    3  
 AW6419
 AW6419.Superseded values are not recommended for survey control.
 AW6419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6419.See file dsdata.txt to determine how the superseded data were derived.
 AW6419
 AW6419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9017367727(NAD 83)
 AW6419_MARKER: DS = TRIANGULATION STATION DISK
 AW6419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6419_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6419
 AW6419  HISTORY     - Date     Condition        Report By
 AW6419  HISTORY     - 1968     MONUMENTED       CGS
 AW6419  HISTORY     - 1968     GOOD             USGS
 AW6419  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW6419  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW6419
 AW6419                          STATION DESCRIPTION
 AW6419
 AW6419'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6419'THE STATION IS LOCATED ABOUT 22 MILES SOUTHEAST OF THE CENTER OF
 AW6419'HOUSTON, 2.8 MILES SOUTHEAST OF FRIENDSWOOD, 3.7 MILES EAST OF THE
 AW6419'BRAZORIA-GALVESTON COUNTY LINE, 1.2 MILES NORTH OF THE
 AW6419'HARRIS-GALVESTON COUNTY LINE AND ON PROPERTY OWNED BY MR. GALE
 AW6419'WHITCOMB.
 AW6419'
 AW6419'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FRIENDSWOOD, GO
 AW6419'SOUTHWEST ON SHADOW BEND AVENUE FOR 0.05 MILE TO A T-INTERSECTION.
 AW6419'TURN LEFT AND GO SOUTHEAST ON FRIENDSWOOD DRIVE, (FARM ROAD 518),
 AW6419'FOR 1.8 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON FARM ROAD
 AW6419'528 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AW6419'EAST ON FARM ROAD 528 FOR 0.5 TO AN ALUMINUM FARM GATE ON THE
 AW6419'RIGHT.  TURN RIGHT AND PASS THROUGH THE GATE AND GO SOUTHWEST
 AW6419'ON A DIM FIELD ROAD FOR 0.05 MILE TO THE WEST SIDE OF A SMALL
 AW6419'PASTURE AND THE STATION.
 AW6419'
 AW6419'THE STATION MARK IS A STANDARD DISK STAMPED WHITCOMB 1968, SET IN
 AW6419'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1
 AW6419'INCH ABOVE THE GROUND.  IT IS 95 FEET NORTH-NORTHWEST OF THE CENTER
 AW6419'OF THE DIM FIELD ROAD, 59 FEET NORTH-NORTHWEST OF A BARBED WIRE
 AW6419'FENCE AND 21 FEET EAST-NORTHEAST OF A BARBED WIRE FENCE.
 AW6419'
 AW6419'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WHITCOMB NO 1 1968, SET
 AW6419'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 1
 AW6419'INCH BELOW GROUND LEVEL.  IT IS 74 FEET SOUTH OF THE CENTER OF FARM
 AW6419'ROAD 528, 64 FEET EAST OF A T-FENCE CORNER, 53 FEET EAST-NORTHEAST
 AW6419'OF A BARBED WIRE FENCE AND 23 FEET SOUTH OF THE BARBED WIRE FENCE.
 AW6419'
 AW6419'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WHITCOMB NO 2 1968, SET
 AW6419'IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 AW6419'ABOVE THE GROUND.  IT IS 7 FEET EAST OF A T-FENCE CORNER, 7 FEET
 AW6419'WEST-NORTHWEST OF THE DIM FIELD ROAD AND 1 FOOT EAST OF A METAL
 AW6419'WITNESS POST.
 AW6419'
 AW6419'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHITCOMB 1968, SET IN
 AW6419'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECT
 AW6419'2 INCHES ABOVE THE GROUND.  IT IS 50 FEET EAST OF THE CENTER OF
 AW6419'A GRAVEL DRIVEWAY, 47 FEET SOUTH OF THE CENTER OF FARM ROAD 528,
 AW6419'3 FEET NORTH OF A WIRE FENCE, 3 FEET NORTHWEST OF A METAL WITNESS
 AW6419'POST AND 2 FEET NORTHEAST OF A POWER POLE.  THE MARK IS ON
 AW6419'HIGHWAY RIGHT-OF-WAY PROPERTY.
 AW6419'
 AW6419'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 AW6419
 AW6419                          STATION RECOVERY (1968)
 AW6419
 AW6419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JTD)
 AW6419'THE STATION MARK HAS BEEN COVERED BY SPOIL FROM A NEW DRAINAGE
 AW6419'DITCH.  IT IS NOW 1.3 FT. BELOW GROUND.  22 FT. EAST OF N-S FENCE
 AW6419'AND 6 FT. WEST OF WEST TRACK OF TRACK ROAD.
 AW6419'
 AW6419'AZIMUTH MARK AND RM 2 FOUND IN GOOD CONDITION.
 AW6419'
 AW6419'RM 1 WAS NOT SEARCHED FOR.  IF IT ISENT DESTROYED IT WILL BE COVERED
 AW6419'BY SPOIL FROM NEW DITCH.
 AW6419'
 AW6419'DIRECTION AND DISTANCE FRIENDSWOOD, 2.8 MILES SOUTHEAST OF.
 AW6419
 AW6419                          STATION RECOVERY (1997)
 AW6419
 AW6419'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6419'MARK NOT FOUND.
 AW6419
 AW6419                          STATION RECOVERY (1999)
 AW6419
 AW6419'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0784 ***********************************************************************
 CA0784  DESIGNATION -  WHITE
 CA0784  PID         -  CA0784
 CA0784  STATE/COUNTY-  TX/MCCULLOCH
 CA0784  USGS QUAD   -  BRADY SW (1987)
 CA0784
 CA0784                         *CURRENT SURVEY CONTROL
 CA0784  ___________________________________________________________________
 CA0784* NAD 83(1993)-  31 01 34.45882(N)    099 27 50.87333(W)     ADJUSTED  
 CA0784* NAVD 88     -       618.057  (meters)    2027.74   (feet)  ADJUSTED  
 CA0784  ___________________________________________________________________
 CA0784  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CA0784  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CA0784  DYNAMIC HT  -         617.214 (meters)    2024.98  (feet)  COMP
 CA0784  MODELED GRAV-     979,256.5   (mgal)                       NAVD 88
 CA0784
 CA0784  HORZ ORDER  -  FIRST
 CA0784  VERT ORDER  -  FIRST     CLASS II
 CA0784
 CA0784.The horizontal coordinates were established by classical geodetic methods
 CA0784.and adjusted by the National Geodetic Survey in February 1996..
 CA0784
 CA0784.The orthometric height was determined by differential leveling
 CA0784.and adjusted by the National Geodetic Survey in June 1991..
 CA0784
 CA0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0784
 CA0784.The geoid height was determined by GEOID03.
 CA0784
 CA0784.The dynamic height is computed by dividing the NAVD 88
 CA0784.geopotential number by the normal gravity value computed on the
 CA0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0784.degrees latitude (g = 980.6199 gals.).
 CA0784
 CA0784.The modeled gravity was interpolated from observed gravity values.
 CA0784
 CA0784;                    North         East     Units Scale Factor Converg.
 CA0784;SPC TX C     - 3,151,039.500   782,979.093   MT  0.99988184   +0 26 51.7
 CA0784;SPC TX C     -10,338,035.43  2,568,823.91   sFT  0.99988184   +0 26 51.7
 CA0784;UTM  14      - 3,432,602.309   455,703.104   MT  0.99962420   -0 14 21.2
 CA0784
 CA0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0784!SPC TX C     -   0.99990657  x   0.99988184  =   0.99978842
 CA0784!UTM  14      -   0.99990657  x   0.99962420  =   0.99953080
 CA0784
 CA0784:                Primary Azimuth Mark                     Grid Az
 CA0784:SPC TX C     -  WHITE AZ MK                              001 24 23.9
 CA0784:UTM  14      -  WHITE AZ MK                              002 05 36.8
 CA0784
 CA0784|---------------------------------------------------------------------|
 CA0784| PID    Reference Object                     Distance      Geod. Az  |
 CA0784|                                                           dddmmss.s |
 CA0784| CA0787 WHITE AZ MK                                        0015115.6 |
 CA0784| CA0786 WHITE RM 2                           31.175 METERS 10232     |
 CA0784| CA0785 WHITE RM 1                           36.027 METERS 34645     |
 CA0784|---------------------------------------------------------------------|
 CA0784
 CA0784                          SUPERSEDED SURVEY CONTROL
 CA0784
 CA0784  NAD 83(1986)-  31 01 34.46697(N)    099 27 50.85894(W) AD(       ) 1
 CA0784  NAD 27      -  31 01 33.85100(N)    099 27 49.63400(W) AD(       ) 1
 CA0784  NGVD 29 (07/19/86)  618.01   (m)         2027.6    (f) LEVELING    3  
 CA0784
 CA0784.Superseded values are not recommended for survey control.
 CA0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0784.See file dsdata.txt to determine how the superseded data were derived.
 CA0784
 CA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5570332602(NAD 83)
 CA0784_MARKER: DS = TRIANGULATION STATION DISK
 CA0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0784_SP_SET: CONCRETE POST
 CA0784_STAMPING: WHITE 1935
 CA0784_MARK LOGO: CGS   
 CA0784_PROJECTION: FLUSH
 CA0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0784+STABILITY: SURFACE MOTION
 CA0784
 CA0784  HISTORY     - Date     Condition        Report By
 CA0784  HISTORY     - 1935     MONUMENTED       CGS
 CA0784  HISTORY     - 1937     GOOD             TXHD
 CA0784  HISTORY     - 1955     GOOD             CGS
 CA0784  HISTORY     - 1962     GOOD             USGS
 CA0784  HISTORY     - 1971     GOOD             NGS
 CA0784  HISTORY     - 1981     GOOD             NGS
 CA0784  HISTORY     - 1981     GOOD             NGS
 CA0784
 CA0784                          STATION DESCRIPTION
 CA0784
 CA0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA0784'STATION IS ON LAND OWNED BY THE SL-SF CO., LEASED BY BILL
 CA0784'WHITE, AND OCCUPIED BY A.R. IVY.  IT IS ABOUT 10-1/4 MILES
 CA0784'SW OF BRADY AND ABOUT 3 MILES N OF CALF CREEK POST OFFICE.
 CA0784'
 CA0784'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CA0784'DISKS SET IN CONCRETE.
 CA0784'
 CA0784'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CA0784'HOLE IN OUTCROPPING BEDROCK.
 CA0784'
 CA0784'REFERENCE MARK NO. 1 IS S OF STATION, 2 FEET E OF FENCE
 CA0784'CORNER, 50 FEET W OF CENTER LINE OF ROAD, AND PROJECTS 8
 CA0784'INCHES.
 CA0784'
 CA0784'REFERENCE MARK NO. 2 IS NW OF STATION, 1 FOOT S OF FENCE,
 CA0784'AND PROJECTS 8 INCHES.
 CA0784'
 CA0784'AZIMUTH MARK IS 0.55 MILE N OF STATION.  TO REACH, GO N
 CA0784'FOR 0.55 MILE TO MARK ON RIGHT (E).  MARK IS 7 FEET E OF
 CA0784'FENCE, 25 FEET E OF CENTER LINE OF ROAD, AND IS FLUSH WITH
 CA0784'THE GROUND.
 CA0784'
 CA0784'TO REACH FROM THE SE CORNER OF COURTHOUSE IN BRADY, GO S ON U.S.
 CA0784'HIGHWAY 385 FOR 0.6 MILE.  TURN RIGHT (W), GO 0.45 MILE.
 CA0784'TURN LEFT (S) GO 0.5 MILE.  TURN RIGHT W GO 0.1 MILE, TURN
 CA0784'LEFT S, GO 7.4 MILES, TURN LEFT (S), GO 1.0 MILE, TURN RIGHT,
 CA0784'AND GO 3.3 MILES TO MARK ON RIGHT (W) IN YARD.  MARK IS
 CA0784'15 FEET W OF FENCE, 40 FEET W OF CENTER LINE OF ROAD, 13
 CA0784'FEET S OF FENCE, 55 FEET SW OF CENTER OF WINDMILL, AND IS
 CA0784'FLUSH WITH THE GROUND.
 CA0784'
 CA0784'HEIGHT OF LIGHT ABOVE STATION MARK- 24 METERS.
 CA0784
 CA0784                          STATION RECOVERY (1937)
 CA0784
 CA0784'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA0784'STATION RECOVERED AS DESCRIBED.
 CA0784'
 CA0784'SURFACE MARK IN GOOD CONDITION.
 CA0784
 CA0784                          STATION RECOVERY (1955)
 CA0784
 CA0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CH)
 CA0784'STATION LOCATED.  DESCRIPTION UNSATISFACTORY.  TO REACH
 CA0784'FROM MC CULLOCH COUNTY COURTHOUSE GO SOUTHWEST ON F.M. 42
 CA0784'12.2 MILES TO INTERSECTION WITH F.M. 1311 AND TURN RIGHT
 CA0784'(NORTH) ON COUNTY ROAD FOR APPROXIMATELY 700 FT WHERE STATION
 CA0784'IS LOCATED LEFT (WEST) OF ROAD IN RANCH HOUSE YARD.
 CA0784
 CA0784                          STATION RECOVERY (1962)
 CA0784
 CA0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0784'INTERSECTION OF U.S. HWY 87 AND TEXAS RANCH ROAD 42 AT SOUTH
 CA0784'EDGE OF BRADY, 6.0 MILES S AND 7.3 MI W OF.  12 FT S OF
 CA0784'FENCE, 37 FT W OF ROAD, 60 FT NE OF WINDMILL.  IN A CONCRETE
 CA0784'POST FLUSH WITH GROUND, A USC AND GS TABLET STAMPED WHITE
 CA0784'1935.
 CA0784'
 CA0784'TO REACH FROM THE INTERSECTION OF U.S. HWY 87 AND RANCH
 CA0784'ROAD 42, GO SW ALONG RANCH RD 42 FOR 10.6 MI TO A PAVED
 CA0784'ROAD S AND GRAVEL ROAD N, TURN N FOR 0.15 MI TO THE STATION
 CA0784'ON THE LEFT.
 CA0784
 CA0784                          STATION RECOVERY (1971)
 CA0784
 CA0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA0784'THIS STATION WAS USED FOR AZIMUTH CONTROL ONLY AND WAS NOT
 CA0784'OCCUPIED, THUS REFERENCE MARK DISTANCES AND DIRECTIONS WERE
 CA0784'NOT MEASURED.
 CA0784'
 CA0784'ALL MARKS RECOVERED IN GOOD CONDITION, DISTANCES TO REFERENCE
 CA0784'MARKS NOT CHECKED, HOWEVER, DIRECTIONS TO REFERENCE MARKS
 CA0784'GIVEN IN THE 1935 OBSERVATIONS ARE APPARENTLY BASED ON EPSEY
 CA0784'1935 AS INITIAL OBJECT SIGHTED, INSTEAD OF NINE 1935 AS
 CA0784'LISTED IN THE PUBLISHED DESCRIPTION.  A COMPLETE NEW DESCRIPTION
 CA0784'FOLLOWS--
 CA0784'
 CA0784'THE STATION IS 11 MILES SOUTHWEST OF BRADY, TEXAS, 14 MILES
 CA0784'SOUTH-SOUTHEAST OF MELVIN, TEXAS, AND 21 MILES EAST-NORTHEAST
 CA0784'OF MENARD, TEXAS, 0.2 MILE NORTH OF THE JUNCTION OF RANCH
 CA0784'ROAD 42, AND FARM TO MARKET ROAD 1311, ON LAND OWNED BY
 CA0784'W.J. WHITE, BRADY, TEXAS.
 CA0784'
 CA0784'TO REACH FROM COURTHOUSE IN BRADY, TEXAS, GO 1.4 MILE SOUTH
 CA0784'ON U.S. HIGHWAYS 87 AND 377 TO RANCH ROAD 42 RIGHT (SOUTHWEST)
 CA0784'GO 10.8 MILES SOUTHWEST ON RANCH ROAD 42 TO FARM TO MARKET
 CA0784'ROAD 1311 LEFT (SOUTH), AND GRAVEL ROAD NORTH, GO 700 FEET
 CA0784'NORTH ON GRAVEL ROAD TO STATION SITE 37 FEET LEFT (WEST).
 CA0784'
 CA0784'THE STATION IS A STANDARD DISK STAMPED WHITE 1935, SET IN
 CA0784'A CONCRETE MASS, FLUSH WITH THE GROUND.  IT IS IN THE YARD
 CA0784'OF AN ABANDONED HOUSE.  12 FEET SOUTH OF CORRAL FENCE.  15
 CA0784'FEET WEST OF WEST RIGHT-OF-WAY FENCE, AND 60 FEET NORTHEAST
 CA0784'OF WINDMILL.
 CA0784'
 CA0784'REFERENCE MARK NO. 1--A STANDARD DISK STAMPED WHITE NO. 1
 CA0784'1935, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST
 CA0784'PROJECTING 8 INCHES.  IT IS 47 FEET WEST OF ROAD.
 CA0784'
 CA0784'REFERENCE MARK NO. 2--A STANDARD DISK STAMPED WHITE NO. 2
 CA0784'1935, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST
 CA0784'PROJECTING 8 INCHES.  IT IS IN A CORRAL 1 FOOT SOUTH OF
 CA0784'A FENCE.
 CA0784
 CA0784                          STATION RECOVERY (1981)
 CA0784
 CA0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CA0784'THE STATION, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH MARK WERE
 CA0784'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1962.
 CA0784
 CA0784                          STATION RECOVERY (1981)
 CA0784
 CA0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0784'19.9 KM (12.35 MI) SW FROM BRADY.
 CA0784'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0784'THE COURTHOUSE IN BRADY, THENCE 17.4 KM (10.8 MI) SOUTHWESTERLY ALONG
 CA0784'U.S. HIGHWAY 190, THENCE 0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD,
 CA0784'IN THE EAST LAWN OF THE MAR-DREY RANCH HOUSE, 0.2 KM (0.1 MI) NORTH OF
 CA0784'THE JUNCTION OF U.S. HIGHWAY 190 AND RANCH ROAD 1311, 36.0 METERS
 CA0784'(118.1 FT) NORTH OF WHITE RM 1, 11.2 METERS (36.7 FT) WEST OF THE
 CA0784'CENTER OF THE ROAD, 6.1 METERS (20.0 FT) SOUTHWEST OF A FENCE CORNER,
 CA0784'4.2 METERS (13.8 FT) WEST OF A FENCE, 3.7 METERS (12.1 FT) SOUTH OF A
 CA0784'FENCE AND 1.4 METERS (4.6 FT) EAST OF A UTILITY POLE.
 CA0784'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2008 ***********************************************************************
 AY2008  DESIGNATION -  WHITE
 AY2008  PID         -  AY2008
 AY2008  STATE/COUNTY-  TX/KERR
 AY2008  USGS QUAD   -  ECHO HILL RANCH (1964)
 AY2008
 AY2008                         *CURRENT SURVEY CONTROL
 AY2008  ___________________________________________________________________
 AY2008* NAD 83(1993)-  29 56 21.42948(N)    099 21 10.15970(W)     ADJUSTED  
 AY2008* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 AY2008  ___________________________________________________________________
 AY2008  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AY2008  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 AY2008
 AY2008  HORZ ORDER  -  SECOND
 AY2008
 AY2008.The horizontal coordinates were established by classical geodetic methods
 AY2008.and adjusted by the National Geodetic Survey in February 1996..
 AY2008
 AY2008.The orthometric height was scaled from a topographic map.
 AY2008
 AY2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2008
 AY2008.The geoid height was determined by GEOID03.
 AY2008
 AY2008;                    North         East     Units Scale Factor Converg.
 AY2008;SPC TXSC     - 4,233,450.642   565,939.622   MT  0.99991871   -0 10 22.3
 AY2008;SPC TXSC     -13,889,245.98  1,856,753.58   sFT  0.99991871   -0 10 22.3
 AY2008;SPC TX C     - 3,030,639.831   794,667.117   MT  1.00005207   +0 30 18.1
 AY2008;SPC TX C     - 9,943,024.18  2,607,170.37   sFT  1.00005207   +0 30 18.1
 AY2008;UTM  14      - 3,312,110.100   465,950.318   MT  0.99961430   -0 10 33.9
 AY2008
 AY2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2008!SPC TXSC     -   0.99989463  x   0.99991871  =   0.99981334
 AY2008!SPC TX C     -   0.99989463  x   1.00005207  =   0.99994669
 AY2008!UTM  14      -   0.99989463  x   0.99961430  =   0.99950897
 AY2008
 AY2008|---------------------------------------------------------------------|
 AY2008| PID    Reference Object                     Distance      Geod. Az  |
 AY2008|                                                           dddmmss.s |
 AY2008| AY2006 TANK CENTER NEAR STA WHITE           99.100 METERS 04607     |
 AY2008| AY2007 WINDMILL NEAR STATION WHITE         106.617 METERS 04640     |
 AY2008| CV5798 WHITE RM 1                           27.636 METERS 07154     |
 AY2008| CV5799 WHITE RM 2                           28.770 METERS 13848     |
 AY2008| CV5797 WHITE AZ MK                                        1462329.0 |
 AY2008|---------------------------------------------------------------------|
 AY2008
 AY2008                          SUPERSEDED SURVEY CONTROL
 AY2008
 AY2008  NAD 83(1986)-  29 56 21.43643(N)    099 21 10.14873(W) AD(       ) 2
 AY2008  NAD 27      -  29 56 20.66400(N)    099 21 08.99400(W) AD(       ) 2
 AY2008
 AY2008.Superseded values are not recommended for survey control.
 AY2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2008.See file dsdata.txt to determine how the superseded data were derived.
 AY2008
 AY2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU6595012110(NAD 83)
 AY2008_MARKER: DS = TRIANGULATION STATION DISK
 AY2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2008
 AY2008  HISTORY     - Date     Condition        Report By
 AY2008  HISTORY     - 1944     MONUMENTED       CGS
 AY2008
 AY2008                          STATION DESCRIPTION
 AY2008
 AY2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2008'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 15 MILES
 AY2008'SW OF KERRVILLE, 18 MILES S OF MOUNTAIN HOME, ON DIVIDE
 AY2008'BETWEEN THE SOUTH FORK OF THE GUADALUPE RIVER ON THE N AND
 AY2008'THE MEDINA RIVER ON THE S.  IT IS ON A RIDGE COVERED WITH
 AY2008'SCATTERED TREES.  ON PROPERTY OWNED BY MR. JEP WHITE OF
 AY2008'BLUFF, TEXAS.
 AY2008'
 AY2008'STATION MARK IS A BRONZE STATION DISK, STAMPED WHITE 1944, AND
 AY2008'SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES
 AY2008'ABOVE THE GROUND.  IT IS 325 FEET SSW OF THE CENTER OF CONCRETE
 AY2008'WATER TANK, 110 FEET NW OF TRACK ROAD, 44 FEET SW OF 12-INCH
 AY2008'OAK TREE WITH TRIANGULAR BLAZE ON SE SIDE, AND 8 FEET N OF
 AY2008'WHITE WOODEN WITNESS POST.
 AY2008'
 AY2008'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 AY2008'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 AY2008'IT IS STAMPED WHITE NO 1 1944.
 AY2008'
 AY2008'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 AY2008'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 AY2008'IT IS STAMPED WHITE NO 2 1944.
 AY2008'
 AY2008'AZIMUTH MARK IS 21 PACES NW OF WINDMILL, 6 PACES NNW OF CONCRETE
 AY2008'WATER TANK, AND 7 PACES W OF WHITE WOODEN WITNESS POST NAILED
 AY2008'TO FENCEPOST.  THE TRACK ROAD PASSING BY STATION LEADS TO
 AY2008'TANK AND WINDMILL.  MARK IS A BRONZE AZIMUTH DISK CEMENTED
 AY2008'IN A DRILL HOLE IN BEDROCK.  IT IS STAMPED WHITE 1944 AND
 AY2008'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  CLEARING WILL BE
 AY2008'REQUIRED NEAR STATION TO SEE THE MARK FROM THE GROUND.
 AY2008'
 AY2008'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND
 AY2008'16, ONE BLOCK W OF THE POST OFFICE IN KERRVILLE, GO SW ON
 AY2008'HIGHWAY 16 FOR 1.8 MILES TO END OF PAVEMENT.  CONTINUE ON HIGHWAY
 AY2008'FOR 6.5 MILES TO GRAVEL ROAD LEADING SHARP RIGHT AT SIGN
 AY2008'MIRROR LAKE.  TURN RIGHT AND FOLLOW MAIN ROAD W FOR 9.6
 AY2008'MILES TO END OF GRADED ROAD AT HOME OF MR. L.A. REAL.  PASS
 AY2008'THROUGH BARN LOT AND TAKE LEFT FORK OF TRACK ROAD WSW FOR
 AY2008'1.3 MILES.  FOLLOW ROAD TO LEFT OF RED GOAT SHED AND CONTINUE
 AY2008'0.3 MILE TO FORK.  TAKE LEFT FORK ALONG TELEPHONE LINE 0.8
 AY2008'MILE TO GATE.  GO THROUGH GATE AND FOLLOW ROUGH ROAD 0.5
 AY2008'MILE TO A DIM LEFT FORK, IMMEDIATELY AFTER CROSSING WASH.
 AY2008'TURN LEFT ON THIS DIM ROAD, UP DRAW, 0.6 MILE TO GATE.  GO
 AY2008'THROUGH GATE AND CONTINUE 0.4 MILE TO WINDMILL AND
 AY2008'CONCRETE WATER TANK AT RED BARN AND SMALL RED CABIN.  PASS
 AY2008'THROUGH GATE TO LEFT OF WINDMILL AND TANK AND GO SSW 100
 AY2008'YARDS TO STATION.
 AY2008'
 AY2008'A 64-FOOT TOWER USED, BUT ALL LIGHTS WOULD CLEAR FROM A
 AY2008'37-FOOT TOWER.
 AY2008'
 AY2008'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0637 ***********************************************************************
 AZ0637  DESIGNATION -  WHITE
 AZ0637  PID         -  AZ0637
 AZ0637  STATE/COUNTY-  TX/MAVERICK
 AZ0637  USGS QUAD   -  TEQUESQUITE SPRING (1978)
 AZ0637
 AZ0637                         *CURRENT SURVEY CONTROL
 AZ0637  ___________________________________________________________________
 AZ0637* NAD 83(1993)-  29 00 04.40720(N)    100 31 02.74683(W)     ADJUSTED  
 AZ0637* NAVD 88     -       279.7    (meters)     918.     (feet)  VERTCON   
 AZ0637  ___________________________________________________________________
 AZ0637  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AZ0637  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0637
 AZ0637  HORZ ORDER  -  FIRST
 AZ0637
 AZ0637.The horizontal coordinates were established by classical geodetic methods
 AZ0637.and adjusted by the National Geodetic Survey in February 1996..
 AZ0637
 AZ0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0637
 AZ0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0637
 AZ0637.The geoid height was determined by GEOID03.
 AZ0637
 AZ0637;                    North         East     Units Scale Factor Converg.
 AZ0637;SPC TXSC     - 4,130,392.994   452,166.929   MT  0.99988009   -0 44 36.3
 AZ0637;SPC TXSC     -13,551,131.01  1,483,484.33   sFT  0.99988009   -0 44 36.3
 AZ0637;UTM  14      - 3,209,070.319   352,194.970   MT  0.99986959   -0 44 09.0
 AZ0637
 AZ0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0637!SPC TXSC     -   0.99995962  x   0.99988009  =   0.99983972
 AZ0637!UTM  14      -   0.99995962  x   0.99986959  =   0.99982922
 AZ0637
 AZ0637:                Primary Azimuth Mark                     Grid Az
 AZ0637:SPC TXSC     -  LAKE                                     264 27 54.3
 AZ0637:UTM  14      -  LAKE                                     264 27 27.0
 AZ0637
 AZ0637|---------------------------------------------------------------------|
 AZ0637| PID    Reference Object                     Distance      Geod. Az  |
 AZ0637|                                                           dddmmss.s |
 AZ0637| AZ0636 LAKE                                APPROX. 1.0 KM 2634318.0 |
 AZ0637| CV5796 WHITE RM                             10.401 METERS 26418     |
 AZ0637| AZ0635 WINDMILL NEAR STA WHITE             196.883 METERS 35654     |
 AZ0637|---------------------------------------------------------------------|
 AZ0637
 AZ0637                          SUPERSEDED SURVEY CONTROL
 AZ0637
 AZ0637  NAD 83(1986)-  29 00 04.40173(N)    100 31 02.72546(W) AD(       ) 1
 AZ0637  NAD 27      -  29 00 03.52300(N)    100 31 01.44000(W) AD(       ) 1
 AZ0637  NGVD 29 (07/19/86)  279.6    (m)          917.     (f) VERT ANG       
 AZ0637
 AZ0637.Superseded values are not recommended for survey control.
 AZ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0637.See file dsdata.txt to determine how the superseded data were derived.
 AZ0637
 AZ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT5219509070(NAD 83)
 AZ0637_MARKER: DS = TRIANGULATION STATION DISK
 AZ0637_SETTING: 0 = UNSPECIFIED SETTING
 AZ0637
 AZ0637  HISTORY     - Date     Condition        Report By
 AZ0637  HISTORY     - 1918     MONUMENTED       CGS
 AZ0637
 AZ0637                          STATION DESCRIPTION
 AZ0637
 AZ0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AZ0637'STATION IS ON THE OPPOSITE SIDE OF THE DRY LAKE FROM STATION
 AZ0637'LAKE.  A WHITE WINDMILL, EASILY SEEN IN THIS VICINITY, IS
 AZ0637'120 METERS (394 FEET) FROM THE STATION, S 83 DEG 05 MIN E.
 AZ0637'
 AZ0637'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AZ0637'
 AZ0637'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AZ0637'
 AZ0637'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AZ0637'10.401 METERS (34.12 FEET) FROM THE STATION, S 84 DEG 18 MIN W.
 AZ0637'
 AZ0637'ELEVATION OF STATION, 279.6 METERS (917 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0526 ***********************************************************************
 DP0526  DESIGNATION -  WHITE
 DP0526  PID         -  DP0526
 DP0526  STATE/COUNTY-  TX/STONEWALL
 DP0526  USGS QUAD   -  COON HOLLOW (1968)
 DP0526
 DP0526                         *CURRENT SURVEY CONTROL
 DP0526  ___________________________________________________________________
 DP0526* NAD 83(1993)-  33 06 14.92893(N)    100 18 50.32147(W)     ADJUSTED  
 DP0526* NAVD 88     -       603.5    (meters)    1980.     (feet)  VERTCON   
 DP0526  ___________________________________________________________________
 DP0526  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 DP0526  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DP0526
 DP0526  HORZ ORDER  -  SECOND
 DP0526
 DP0526.The horizontal coordinates were established by classical geodetic methods
 DP0526.and adjusted by the National Geodetic Survey in February 1996..
 DP0526
 DP0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0526
 DP0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0526
 DP0526.The geoid height was determined by GEOID03.
 DP0526
 DP0526;                    North         East     Units Scale Factor Converg.
 DP0526;SPC TXNC     - 2,160,863.521   430,707.262   MT  0.99987304   -0 59 21.6
 DP0526;SPC TXNC     - 7,089,433.07  1,413,078.74   sFT  0.99987304   -0 59 21.6
 DP0526;UTM  14      - 3,663,600.699   377,393.675   MT  0.99978534   -0 43 03.8
 DP0526
 DP0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0526!SPC TXNC     -   0.99990967  x   0.99987304  =   0.99978272
 DP0526!UTM  14      -   0.99990967  x   0.99978534  =   0.99969503
 DP0526
 DP0526:                Primary Azimuth Mark                     Grid Az
 DP0526:SPC TXNC     -  ASPERMONT MUNICIPAL TANK                 063 58 42.4
 DP0526:UTM  14      -  ASPERMONT MUNICIPAL TANK                 063 42 24.6
 DP0526
 DP0526|---------------------------------------------------------------------|
 DP0526| PID    Reference Object                     Distance      Geod. Az  |
 DP0526|                                                           dddmmss.s |
 DP0526| DP0521 ASPERMONT MUNICIPAL TANK            APPROX. 8.9 KM 0625920.8 |
 DP0526| DP0523 ASPERMONT CTHSE TOP OF STATUE       APPROX. 8.9 KM 0633300.4 |
 DP0526| CX8979 WHITE AZ MK                                        0822103.0 |
 DP0526| CX8980 WHITE RM 1                           19.484 METERS 09413     |
 DP0526| CX8981 WHITE RM 2                           20.239 METERS 19733     |
 DP0526| DP0527 WHITE 1935 RM 3                     164.527 METERS 31529     |
 DP0526|---------------------------------------------------------------------|
 DP0526
 DP0526                          SUPERSEDED SURVEY CONTROL
 DP0526
 DP0526  NAD 83(1993)-  33 06 14.93279(N)    100 18 50.31876(W) AD(       ) 2
 DP0526  NAD 83(1986)-  33 06 14.93507(N)    100 18 50.31419(W) AD(       ) 2
 DP0526  NAD 27      -  33 06 14.58300(N)    100 18 48.92700(W) AD(       ) 2
 DP0526  NGVD 29 (07/17/98)  603.3    (m)         1979.     (f) VERT ANG       
 DP0526
 DP0526.Superseded values are not recommended for survey control.
 DP0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0526.See file dsdata.txt to determine how the superseded data were derived.
 DP0526
 DP0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7739463601(NAD 83)
 DP0526_MARKER: DS = TRIANGULATION STATION DISK
 DP0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0526
 DP0526  HISTORY     - Date     Condition        Report By
 DP0526  HISTORY     - 1935     MONUMENTED       CGS
 DP0526  HISTORY     - 1938     GOOD             TXHD
 DP0526  HISTORY     - 1958     GOOD             CGS
 DP0526  HISTORY     - 1960     GOOD             CGS
 DP0526  HISTORY     - 1962     GOOD             USGS
 DP0526  HISTORY     - 1974     GOOD             NGS
 DP0526
 DP0526                          STATION DESCRIPTION
 DP0526
 DP0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0526'STATION IS LOCATED 5 MILES W AND 2-1/2 MILES S OF ASPERMONT,
 DP0526'300 FEET S OF THE CENTER OF THE N EDGE OF SECTION 200, H. AND
 DP0526'T.C. RAILROAD COMPANY, BLOCK D, ON THE WHITE RANCH, ABOUT 2
 DP0526'MILES NNE OF THE RANCH HEADQUARTERS ON SUMMIT OF HIGHEST GROUND
 DP0526'IN VICINITY NEAR ABANDONED OIL WELL.  STATION SITE IS
 DP0526'UNCULTIVATED BUT SURROUNDED BY CULTIVATED FIELD.  MARK IS 300
 DP0526'FEET S OF CENTER LINE OF SECTION LINE ROAD.
 DP0526'
 DP0526'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0526'BRONZE DISKS SET IN CONCRETE.
 DP0526'
 DP0526'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE E OF STATION, 1.0 FOOT
 DP0526'S OF AN E-W FENCE, AND 32 FEET N OF CENTER LINE OF AN E-W ROAD.
 DP0526'
 DP0526'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 18,
 DP0526'0.45 MILE S OF THE COURTHOUSE IN ASPERMONT BY GOING W FOR 0.35
 DP0526'MILE OR ONE BLOCK BEYOND CHURCH ON RIGHT TO CROSSROADS, TURN
 DP0526'LEFT (S) AND GO 1.0 MILE TO T-ROAD RIGHT, TURN RIGHT (W) AND
 DP0526'FOLLOW MAIN ROAD S AND W FOR 3.5 MILES TO WHERE THIS ROAD MAKES
 DP0526'A LEFT (S) TURN, THEN KEEP STRAIGHT AHEAD (W) ON SIDE FOR 2.15
 DP0526'MILES (OR 0.55 MILE PAST SHACK ON RIGHT) TO TOP OF GRADE, FROM
 DP0526'THIS POINT STATION IS ABOUT 300 FEET S ACROSS FIELD.
 DP0526'
 DP0526'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 DP0526
 DP0526                          STATION RECOVERY (1938)
 DP0526
 DP0526'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0526'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 DP0526'DESCRIPTION IS SATISFACTORY.  NO ATTEMPT WAS MADE TO RECOVER
 DP0526'THE AZIMUTH MARK.
 DP0526
 DP0526                          STATION RECOVERY (1958)
 DP0526
 DP0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0526'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 DP0526'
 DP0526'THERE SEEMS TO BE AN ERROR IN DEGREES IN THE DIRECTIONS TO
 DP0526'THE MARKS.  IT APPEARS THAT THE DIRECTION TO THE AZIMUTH MARK
 DP0526'SHOULD READ 268 DEGREES INSTEAD OF 286 DEGREES.
 DP0526'
 DP0526'TO REACH THE STATION FROM ASPERMONT, FROM THE JUNCTION OF
 DP0526'U.S. HIGHWAYS 83 AND 380, STATE HIGHWAY 24 AND FARM ROAD 610
 DP0526'ABOUT 0.45 MILE SOUTH OF THE CENTER OF TOWN, GO WEST ON FARM
 DP0526'ROAD 610 FOR 0.45 MILE TO FORKS, TAKE LEFT FORK ON FARM ROAD
 DP0526'610 FOR 3.1 MILES TO FORKS, TAKE RIGHT FORK AND GO WEST FOR 1.55
 DP0526'MILES TO THE AZIMUTH MARK ON THE RIGHT TO THE SOUTHWEST OF AN
 DP0526'OLD SHACK, CONTINUE WEST FOR 0.55 MILE TO STATION IN FIELD ON
 DP0526'LEFT AS DESCRIBED.
 DP0526
 DP0526                          STATION RECOVERY (1960)
 DP0526
 DP0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JRN)
 DP0526'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DP0526'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DP0526'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DP0526
 DP0526                          STATION RECOVERY (1962)
 DP0526
 DP0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DP0526'DESCRIBED BY NGS IN QUAD 33100-2, STATION 1007.
 DP0526'RECOVERED BY USGS IN 1962 AND REDESCRIBED AS FOLLOWS
 DP0526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 DP0526'ROADS 610-2211, IN THE SE. EDGE OF ASPERMONT, GO W. ON FARM ROAD
 DP0526'610-2211 0.5 MI. TO RD. FORK, THENCE LEFT (SW.) ON FARM ROAD 610 3.0
 DP0526'MI. TO T-RD. W., THENCE W. ON GRADED T-RD. 2.0 MI. TO WHERE RD.
 DP0526'CROSSES SUMMIT OF HILL, THE STATION IS ABOUT 300 FT. S. OF THE RD. AT
 DP0526'THIS POINT.
 DP0526'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE.
 DP0526
 DP0526                          STATION RECOVERY (1974)
 DP0526
 DP0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DP0526'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 DP0526'CONDITION.  REFERENCE MARK 1 WAS RECOVERED WITH A LARGE CRACK
 DP0526'IN THE MONUMENT.  IT APPEARS THAT THE MARK WAS HIT ON THE WEST
 DP0526'SIDE OF THE MONUMENT AND IS TILTED SLIGHTLY BUT REMAINS SOLID.
 DP0526'A DIFFERENCE OF 8 MINUTES 08.24 SECONDS WAS NOTED IN THE
 DP0526'DIRECTION AND 0.016 METERS LONGER IN THE DISTANCE, BOTH WERE
 DP0526'VERIFIED CORRECT.  THE DISTANCE AND DIRECTION TO THE AZIMUTH
 DP0526'MARK CHECKED ADEQUATE.  A REFERENCE MARK 3 WAS ESTABLISHED AT
 DP0526'THIS TIME.  DUE TO CHANGES IN THE ROUTE TO THE STATION A NEW
 DP0526'TO REACH FOLLOWS.
 DP0526'
 DP0526'THE STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF PEACOCK, 5-1/2
 DP0526'MILES SOUTHWEST OF ASPERMONT ON PROPERTY LEASED BY THE WEAVER
 DP0526'BROTHERS, MR. MELTON WEAVER LIVES ABOUT 2 MILES SOUTH OF THE
 DP0526'STATION.  PHONE NUMBER 806-254-2952.
 DP0526'
 DP0526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND
 DP0526'380 AND FARM ROAD 610 AT THE SOUTH EDGE OF ASPERMONT, GO WEST
 DP0526'ON FARM ROAD 610 FOR 0.45 MILE TO A FORK, JUNCTION FARM ROAD
 DP0526'2211, CONTINUE AHEAD ON FARM ROAD 610 NOW SOUTHWEST FOR 3.1
 DP0526'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED
 DP0526'ROAD FOR 1.55 MILES TO THE AZIMUTH MARK ON THE RIGHT, ABOUT
 DP0526'68 FEET WEST OF A METAL GATE.  CONTINUE WEST ON GRAVELED ROAD
 DP0526'FOR 0.55 MILE TO THE TOP OF A HILL AND A WIRE GATE ON THE
 DP0526'LEFT.  TURN LEFT, PASS THROUGH GATE AND GO SOUTHERLY 0.05 MILE
 DP0526'ACROSS A CULTIVATED FIELD TO A MESQUITE GROVE AND THE
 DP0526'STATION.
 DP0526'
 DP0526'STATION MARK IS A STANDARD DISK STAMPED WHITE 1935, SET IN
 DP0526'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 DP0526'INCHES ABOVE THE GROUND SURFACE.  IT IS 8 FEET NORTHWEST OF A
 DP0526'METAL WITNESS POST WITH A SIGN ATTACHED AND IS IN THE EAST
 DP0526'PART OF A MESQUITE GROVE.
 DP0526'
 DP0526'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WHITE NO 1 1935,
 DP0526'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DP0526'1 INCH ABOVE THE GROUND SURFACE.  IT IS 20 FEET EAST OF A METAL
 DP0526'WITNESS POST WITH A SIGN ATTACHED AND IN THE EAST PART OF A
 DP0526'MESQUITE GROVE.
 DP0526'
 DP0526'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WHITE NO 3 1935
 DP0526'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DP0526'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 29
 DP0526'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 5
 DP0526'FEET NORTH OF A FENCE, AND 3 FEET NORTHEAST OF A METAL WITNESS
 DP0526'POST WITH A SIGN ATTACHED.
 DP0526'
 DP0526'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED, WHITE
 DP0526'AZI 1935 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DP0526'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET
 DP0526'WEST OF A METAL GATE AND 29 FEET NORTH OF THE APPROXIMATE
 DP0526'CENTER OF A GRAVELED ROAD IN A FENCE LINE.
 DP0526'
 DP0526'HEIGHT OF LIGHT ABOVE STATION MARK 6.0 FEET.
 DP0526'
 DP0526'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2
 DP0526'MILES SOUTHWEST OF ASPERMONT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0950 ***********************************************************************
 EM0950  DESIGNATION -  WHITE
 EM0950  PID         -  EM0950
 EM0950  STATE/COUNTY-  TX/WILBARGER
 EM0950  USGS QUAD   -  VERNON (1983)
 EM0950
 EM0950                         *CURRENT SURVEY CONTROL
 EM0950  ___________________________________________________________________
 EM0950* NAD 83(1993)-  34 14 35.37659(N)    099 18 25.77307(W)     ADJUSTED  
 EM0950* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 EM0950  ___________________________________________________________________
 EM0950  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 EM0950  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EM0950
 EM0950  HORZ ORDER  -  THIRD
 EM0950
 EM0950.The horizontal coordinates were established by classical geodetic methods
 EM0950.and adjusted by the National Geodetic Survey in February 1996..
 EM0950
 EM0950.The orthometric height was scaled from a topographic map.
 EM0950
 EM0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0950
 EM0950.The geoid height was determined by GEOID03.
 EM0950
 EM0950;                    North         East     Units Scale Factor Converg.
 EM0950;SPC TXNC     - 2,286,016.364   525,638.044   MT  1.00008886   -0 26 24.8
 EM0950;SPC TXNC     - 7,500,038.69  1,724,530.82   sFT  1.00008886   -0 26 24.8
 EM0950;UTM  14      - 3,789,160.291   471,715.545   MT  0.99960986   -0 10 22.2
 EM0950
 EM0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0950!SPC TXNC     -   0.99994275  x   1.00008886  =   1.00003160
 EM0950!UTM  14      -   0.99994275  x   0.99960986  =   0.99955263
 EM0950
 EM0950:                Primary Azimuth Mark                     Grid Az
 EM0950:SPC TXNC     -  AIRPORT BCN WILBARGER CO APT             127 05 07.6
 EM0950:UTM  14      -  AIRPORT BCN WILBARGER CO APT             126 49 05.0
 EM0950
 EM0950|---------------------------------------------------------------------|
 EM0950| PID    Reference Object                     Distance      Geod. Az  |
 EM0950|                                                           dddmmss.s |
 EM0950| EM0945 AIRPORT BCN WILBARGER CO APT        APPROX. 3.2 KM 1263842.8 |
 EM0950| EM0947 VERNON WAGGONER RAD KGA598 MST      APPROX.11.5 KM 1711321.7 |
 EM0950| CX8983 WHITE RM 1                            9.157 METERS 25228     |
 EM0950| CX8982 WHITE AZ MK                                        2545110.1 |
 EM0950| CX8984 WHITE RM 2                            7.983 METERS 33727     |
 EM0950|---------------------------------------------------------------------|
 EM0950
 EM0950                          SUPERSEDED SURVEY CONTROL
 EM0950
 EM0950  NAD 83(1993)-  34 14 35.37671(N)    099 18 25.77307(W) AD(       ) 3
 EM0950  NAD 83(1986)-  34 14 35.38351(N)    099 18 25.76333(W) AD(       ) 3
 EM0950  NAD 27      -  34 14 35.07886(N)    099 18 24.46257(W) AD(       ) 3
 EM0950
 EM0950.Superseded values are not recommended for survey control.
 EM0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0950.See file dsdata.txt to determine how the superseded data were derived.
 EM0950
 EM0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7171689160(NAD 83)
 EM0950_MARKER: DS = TRIANGULATION STATION DISK
 EM0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0950
 EM0950  HISTORY     - Date     Condition        Report By
 EM0950  HISTORY     - 1969     MONUMENTED       CGS
 EM0950
 EM0950                          STATION DESCRIPTION
 EM0950
 EM0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0950'THE STATION IS LOCATED ABOUT 11-1/2 MILES EAST OF CHILLICOTHE, 6
 EM0950'MILES NORTH-NORTHWEST OF VERNON, 2 MILES NORTH-NORTHWEST OF THE
 EM0950'WILBARGER COUNTY AIRPORT AND ON ROAD-RIGHT-OF-WAY.
 EM0950'
 EM0950'TO REACH THE STATION FROM THE COURTHOUSE IN VERNON, GO NORTH ON
 EM0950'U.S. HIGHWAY 283 (MAIN STREET) FOR 5.2 MILES TO THE ENTRANCE ROAD TO
 EM0950'THE WILBARGER COUNTY AIRPORT ON THE LEFT.  CONTINUE NORTH ON U.S.
 EM0950'HIGHWAY 283 FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST
 EM0950'ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE WEST ON
 EM0950'THE GRAVELED ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 EM0950'
 EM0950'THE STATION MARK IS A STANDARD DISK STAMPED WHITE 1969, SET IN THE
 EM0950'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 EM0950'INCHES ABOVE THE GROUND.  IT IS 23 FEET NORTH OF THE CENTER OF THE
 EM0950'GRAVELED ROAD, 18.5 FEET EAST OF THE CENTER OF A FIELD ENTRANCE AND
 EM0950'5 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 EM0950'
 EM0950'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WHITE NO 1 1969, SET IN
 EM0950'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0950'4 INCHES ABOVE THE GROUND.  IT IS 24 FEET EAST OF A POWER LINE POLE
 EM0950'WITH AN ELECTRIC METER, 21 FEET NORTH OF THE CENTER OF THE
 EM0950'GRAVELED ROAD AND 11 FEET WEST OF THE CENTER OF THE FIELD
 EM0950'ENTRANCE.
 EM0950'
 EM0950'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WHITE NO 2 1969, SET IN
 EM0950'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 EM0950'INCHES ABOVE THE GROUND.  IT IS 49 FEET NORTH OF THE CENTER OF THE
 EM0950'GRAVELED ROAD, 29 FEET NORTH-NORTHWEST OF THE METAL WITNESS POST
 EM0950'AND 1 FOOT EAST OF A WIRE FENCE.
 EM0950'
 EM0950'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHITE 1969, SET IN THE
 EM0950'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 8
 EM0950'INCHES ABOVE THE GROUND.  IT IS 22 FEET SOUTH OF THE CENTER OF THE
 EM0950'GRAVELED ROAD, 13 FEET WEST OF A FIELD ENTRANCE, 2 FEET
 EM0950'EAST-SOUTHEAST OF A METAL WITNESS POST AND 1.5 FEET NORTH-NORTHEAST
 EM0950'OF A POWER LINE POLE.
 EM0950'
 EM0950'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 EM0950'ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1343 ***********************************************************************
 CR1343  DESIGNATION -  WHITE
 CR1343  PID         -  CR1343
 CR1343  STATE/COUNTY-  TX/RAINS
 CR1343  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR1343
 CR1343                         *CURRENT SURVEY CONTROL
 CR1343  ___________________________________________________________________
 CR1343* NAD 83(1993)-  32 53 26.98273(N)    095 55 44.35869(W)     ADJUSTED  
 CR1343* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 CR1343  ___________________________________________________________________
 CR1343  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 CR1343  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CR1343
 CR1343  HORZ ORDER  -  FIRST
 CR1343
 CR1343.The horizontal coordinates were established by classical geodetic methods
 CR1343.and adjusted by the National Geodetic Survey in February 1996..
 CR1343
 CR1343.The orthometric height was scaled from a topographic map.
 CR1343
 CR1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1343
 CR1343.The geoid height was determined by GEOID03.
 CR1343
 CR1343;                    North         East     Units Scale Factor Converg.
 CR1343;SPC TXNC     - 2,138,690.117   840,511.042   MT  0.99987654   +1 24 08.0
 CR1343;SPC TXNC     - 7,016,685.83  2,757,576.64   sFT  0.99987654   +1 24 08.0
 CR1343;UTM  15      - 3,642,989.489   226,000.298   MT  1.00052581   -1 35 29.6
 CR1343;UTM  14      - 3,643,367.749   787,290.736   MT  1.00061782   +1 40 07.8
 CR1343
 CR1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1343!SPC TXNC     -   0.99998095  x   0.99987654  =   0.99985750
 CR1343!UTM  15      -   0.99998095  x   1.00052581  =   1.00050675
 CR1343!UTM  14      -   0.99998095  x   1.00061782  =   1.00059876
 CR1343
 CR1343:                Primary Azimuth Mark                     Grid Az
 CR1343:SPC TXNC     -  EDGEWOOD MUNICIPAL TANK                  167 52 42.3
 CR1343:UTM  15      -  EDGEWOOD MUNICIPAL TANK                  170 52 19.9
 CR1343:UTM  14      -  EDGEWOOD MUNICIPAL TANK                  167 36 42.5
 CR1343
 CR1343|---------------------------------------------------------------------|
 CR1343| PID    Reference Object                     Distance      Geod. Az  |
 CR1343|                                                           dddmmss.s |
 CR1343| CR1335 EDGEWOOD MUNICIPAL TANK             APPROX.21.6 KM 1691650.3 |
 CR1343| CY3100 WHITE RM 1                           45.979 METERS 19521     |
 CR1343| CS2577 WILLS POINT MUNICIPAL TANK          APPROX.21.4 KM 2012300.5 |
 CR1343| CY3101 WHITE RM 2                           38.042 METERS 34035     |
 CR1343| CR1344 LONE OAK MUNICIPAL TANK             APPROX.11.7 KM 3541652.3 |
 CR1343| CY3099 WHITE AZ MK                                        3582512.3 |
 CR1343|---------------------------------------------------------------------|
 CR1343
 CR1343                          SUPERSEDED SURVEY CONTROL
 CR1343
 CR1343  NAD 83(1993)-  32 53 26.98635(N)    095 55 44.35565(W) AD(       ) 1
 CR1343  NAD 83(1986)-  32 53 26.98961(N)    095 55 44.34655(W) AD(       ) 1
 CR1343  NAD 27      -  32 53 26.55600(N)    095 55 43.46800(W) AD(       ) 1
 CR1343
 CR1343.Superseded values are not recommended for survey control.
 CR1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1343.See file dsdata.txt to determine how the superseded data were derived.
 CR1343
 CR1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2600042989(NAD 83)
 CR1343_MARKER: DS = TRIANGULATION STATION DISK
 CR1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1343
 CR1343  HISTORY     - Date     Condition        Report By
 CR1343  HISTORY     - 1935     MONUMENTED       CGS
 CR1343  HISTORY     - 1937     GOOD             TXHD
 CR1343  HISTORY     - 1949     GOOD             CGS
 CR1343  HISTORY     - 1956     GOOD             CGS
 CR1343  HISTORY     - 19950807 GOOD             USPSQD
 CR1343
 CR1343                          STATION DESCRIPTION
 CR1343
 CR1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1343'STATION IS ABOUT 13 MILES NNE OF WILLS POINT, ABOUT 5-1/2
 CR1343'MILES S OF LONE OAK, ABOUT 4-1/2 MILES SW OF POINT, ABOUT
 CR1343'1/2 MILE SW OF LYNCH SCHOOL NO. 4, ON FARM OWNED AND OCCUPIED
 CR1343'BY RAYMOND R. WHITE, 370 FEET SW OF SW CORNER OF HIS HOUSE,
 CR1343'AT W SIDE OF HIS PASTURE, ON THE W PASTURE (E RIGHT-OF-WAY)
 CR1343'FENCE LINE, 20 FEET E OF THE CENTER LINE OF THE N-S DIRT
 CR1343'ROAD, 25 FEET N OF THE N GATE POST AT ENTRANCE THAT LEADS
 CR1343'TO MR. WHITES HOUSE.  THE MARK PROJECTS 4 INCHES.
 CR1343'
 CR1343'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR1343'BRONZE DISKS SET IN CONCRETE.
 CR1343'
 CR1343'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 20 FEET W OF
 CR1343'THE CENTER LINE OF ROAD, 1 FOOT W OF THE BARBED WIRE, E
 CR1343'PASTURE (W RIGHT-OF-WAY) FENCE LINE, 73 FEET S OF THE S GATE
 CR1343'POST AT A BOARD GATE.  IT PROJECTS 2 INCHES.
 CR1343'
 CR1343'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 20 FEET W OF
 CR1343'THE CENTER LINE OF ROAD, 1 FOOT W OF THE BARBED WIRE, E
 CR1343'PASTURE (W RIGHT-OF-WAY) FENCE LINE, 263.06 FEET N OF REFERENCE
 CR1343'MARK NO. 1.  IT PROJECTS 2 INCHES.
 CR1343'
 CR1343'AZIMUTH MARK IS N OF THE STATION, ABOUT 125 FEET SSE OF
 CR1343'TOM HARRIS HOUSE, ON HIS E PASTURE (W RIGHT-OF-WAY) FENCE
 CR1343'LINE, 21 FEET W OF THE CENTER LINE OF THE N-S DIRT ROAD,
 CR1343'ABOUT 0.05 MILE N OF A T-ROAD INTERSECTION.  IT PROJECTS
 CR1343'2 INCHES.
 CR1343'
 CR1343'TO REACH FROM THE RAILROAD STATION IN POINT--GO S ON THE
 CR1343'MAIN-TRAVELED DIRT ROAD 2.7 MILES TO A DIRT T-ROAD LEADING
 CR1343'W, THENCE W 2.7 MILES TO A N-S DIRT ROAD, THENCE S 0.4 MILE
 CR1343'TO MR. WHITES HOUSE AND STATION ON E SIDE OF ROAD.
 CR1343'
 CR1343'ALL LIGHTS ARE VISIBLE FROM GROUND AT THIS STATION.
 CR1343'
 CR1343'HEIGHT OF LIGHT ABOVE STATION MARK- 87 FEET.
 CR1343
 CR1343                          STATION RECOVERY (1937)
 CR1343
 CR1343'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CR1343'DESCRIPTION SATISFACTORY.  STATION AND REFERENCE MARK NO.
 CR1343'1 RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CR1343
 CR1343                          STATION RECOVERY (1949)
 CR1343
 CR1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1343'THE STATION WAS RECOVERED AND ALL MARKS WERE IN GOOD CONDITION.
 CR1343'A CHECK RUN WAS TAKEN ON THE MARKS, THE RESULTS MEANED, BUT
 CR1343'DID NOT CHECK WITH THE 1935 OBSERVATIONS.  A NEW DESCRIPTION
 CR1343'FOLLOWS.
 CR1343'
 CR1343'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH-SOUTHEAST OF
 CR1343'LONE OAK AND 4.0 MILES SOUTHWEST OF THE VILLAGE OF POINT,
 CR1343'ALONG THE EAST SIDE OF A GRADED ROAD.  IT IS 25 FEET NORTH
 CR1343'OF THE NORTH POST OF AN OLD GATE AND 20 FEET EAST OF THE
 CR1343'CENTERLINE OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND
 CR1343'THE DISK IS STAMPED WHITE 1935.
 CR1343'
 CR1343'REFERENCE MARK NO. 1 IS 150.85 FEET SOUTH-SOUTHWEST OF THE
 CR1343'STATION, 20 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 CR1343'1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND
 CR1343'THE DISK IS STAMPED WHITE NO 1 1935.
 CR1343'
 CR1343'REFERENCE MARK NO. 2 IS 124.81 FEET NORTH-NORTHWEST OF THE
 CR1343'STATION, 20 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1
 CR1343'FOOT WEST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND
 CR1343'THE DISK IS STAMPED WHITE NO 2 1935.
 CR1343'
 CR1343'AZIMUTH MARK IS ABOUT 0.45 MILE NORTH OF THE STATION, 0.05
 CR1343'MILE NORTH OF A T-ROAD, 21 FEET WEST OF THE CENTERLINE OF
 CR1343'THE ROAD AND IN THE FENCE LINE.  THE MARK PROJECTS 4 INCHES
 CR1343'AND THE DISK IS STAMPED WHITE AZIMUTH 1935.
 CR1343'
 CR1343'TO REACH FROM THE DEPOT IN THE VILLAGE OF POINT, GO SOUTH
 CR1343'ON FARM ROAD 514 2.6 MILES TO A T-ROAD RIGHT, TURN RIGHT
 CR1343'(WEST) 2.7 MILES TO A T-ROAD JUNCTION (AZIMUTH MARK IS 0.05
 CR1343'MILE NORTH ON THE LEFT SIDE OF ROAD), TURN LEFT (SOUTH) 0.4
 CR1343'MILE TO THE STATION ON THE LEFT BY AN OLD GATE.
 CR1343'
 CR1343'NOTE- DISTANCE TO R.M. NO. 2 DID NOT CHECK WITH THE 1935
 CR1343'MEASUREMENT.
 CR1343'
 CR1343'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 CR1343
 CR1343                          STATION RECOVERY (1956)
 CR1343
 CR1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CR1343'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CR1343'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CR1343'ARE CORRECT.
 CR1343
 CR1343                          STATION RECOVERY (1995)
 CR1343
 CR1343'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1235 ***********************************************************************
 DN1235  DESIGNATION -  WHITE
 DN1235  PID         -  DN1235
 DN1235  STATE/COUNTY-  TX/GRAYSON
 DN1235  USGS QUAD   -  HOWE (1974)
 DN1235
 DN1235                         *CURRENT SURVEY CONTROL
 DN1235  ___________________________________________________________________
 DN1235* NAD 83(1993)-  33 30 54.88439(N)    096 30 36.99541(W)     ADJUSTED  
 DN1235* NAVD 88     -       259.77   (+/-2cm)     852.3    (feet)  VERTCON   
 DN1235  ___________________________________________________________________
 DN1235  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DN1235  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN1235
 DN1235  HORZ ORDER  -  THIRD
 DN1235  VERT ORDER  -  THIRD ? (See Below)
 DN1235
 DN1235.The horizontal coordinates were established by classical geodetic methods
 DN1235.and adjusted by the National Geodetic Survey in February 1996..
 DN1235
 DN1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1235.The vertical order pertains to the NGVD 29 superseded value.
 DN1235
 DN1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1235
 DN1235.The geoid height was determined by GEOID03.
 DN1235
 DN1235;                    North         East     Units Scale Factor Converg.
 DN1235;SPC TXNC     - 2,206,741.977   784,829.187   MT  0.99990526   +1 05 06.7
 DN1235;SPC TXNC     - 7,239,952.64  2,574,893.76   sFT  0.99990526   +1 05 06.7
 DN1235;UTM  14      - 3,711,184.753   731,246.977   MT  1.00025932   +1 22 31.2
 DN1235
 DN1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1235!SPC TXNC     -   0.99996327  x   0.99990526  =   0.99986853
 DN1235!UTM  14      -   0.99996327  x   1.00025932  =   1.00022258
 DN1235
 DN1235|---------------------------------------------------------------------|
 DN1235| PID    Reference Object                     Distance      Geod. Az  |
 DN1235|                                                           dddmmss.s |
 DN1235| CY3103 WHITE RM 1                           36.533 METERS 01232     |
 DN1235| DN1072 TOM BEAN MUNICIPAL TANK             APPROX. 2.4 KM 0761516.4 |
 DN1235| CY3104 WHITE RM 2                           18.490 METERS 11749     |
 DN1235| CY3102 ES 45                                              2722908.5 |
 DN1235|---------------------------------------------------------------------|
 DN1235
 DN1235                          SUPERSEDED SURVEY CONTROL
 DN1235
 DN1235  NAD 83(1993)-  33 30 54.88613(N)    096 30 36.99149(W) AD(       ) 3
 DN1235  NAD 83(1986)-  33 30 54.89115(N)    096 30 36.98544(W) AD(       ) 3
 DN1235  NAD 27      -  33 30 54.50070(N)    096 30 36.03280(W) AD(       ) 3
 DN1235  NGVD 29 (07/19/86)  259.75   (m)          852.2    (f) LEVELING    3  
 DN1235
 DN1235.Superseded values are not recommended for survey control.
 DN1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1235.See file dsdata.txt to determine how the superseded data were derived.
 DN1235
 DN1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3124711185(NAD 83)
 DN1235_MARKER: DS = TRIANGULATION STATION DISK
 DN1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1235+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 DN1235
 DN1235  HISTORY     - Date     Condition        Report By
 DN1235  HISTORY     - 1957     MONUMENTED       CGS
 DN1235  HISTORY     - 1958     GOOD             CGS
 DN1235  HISTORY     - 20060518 GOOD             USPSQD
 DN1235
 DN1235                          STATION DESCRIPTION
 DN1235
 DN1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1235'THE STATION IS LOCATED IN THE VILLAGE OF WHITE MOUND, ABOUT
 DN1235'10 MILES SOUTHEAST OF SHERMAN, ABOUT 6 MILES WEST-NORTHWEST
 DN1235'OF HOWE, ABOUT 1.5 MILES WEST-SOUTHWEST OF TOM BEAN, 14 FEET
 DN1235'NORTH OF CENTER OF A TRACK ROAD, 34 FEET WEST OF CENTER OF
 DN1235'A GRAVELED ROAD AND 61 FEET WEST-NORTHWEST OF A POWERLINE
 DN1235'POLE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 DN1235'STAMPED WHITE 1957.
 DN1235'
 DN1235'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A PICKET FENCE, 21
 DN1235'FEET EAST OF CENTER OF A GRAVELED ROAD AND 9 FEET SOUTHWEST
 DN1235'OF A POWERLINE POLE.  IT PROJECTS 2 INCHES ABOVE THE SURFACE
 DN1235'OF THE GROUND AND IS STAMPED WHITE NO 1 1957.
 DN1235'
 DN1235'REFERENCE MARK NO. 2 IS 3 FEET SOUTH OF A WITNESS POST, 2
 DN1235'FEET NORTH OF A POWERLINE POLE AND 15 FEET WEST OF CENTER
 DN1235'OF A GRAVELED ROAD.  IT PROJECTS 3 INCHES ABOVE THE SURFACE
 DN1235'OF THE GROUND AND IS STAMPED WHITE NO 2 1957.
 DN1235'
 DN1235'AZIMUTH MARK IS 1 FOOT SOUTH OF A WIRE FENCE, 3 FEET EAST
 DN1235'OF A WITNESS POST AND 36 FEET NORTH OF CENTER OF FARM ROAD
 DN1235'NO. 1281.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 DN1235'MARK, PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND
 DN1235'IS STAMPED ES 45 1955.
 DN1235'
 DN1235'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 DN1235'NO. 75 AND FARM ROAD NO. 1281 IN THE NORTH EDGE OF HOWE,
 DN1235'GO EAST AND NORTH ON FARM ROAD NO. 1281 FOR 0.1 MILE TO
 DN1235'RAILROAD TRACKS, CONTINUE ON FARM ROAD NO. 1281 ACROSS
 DN1235'RAILROAD TRACKS FOR 5.3 MILES TO AZIMUTH MARK AS DESCRIBED,
 DN1235'CONTINUE EASTERLY FOR 0.7 MILE TO A CROSSROAD AND CASADA STORE
 DN1235'ON THE LEFT IN THE VILLAGE OF WHITE MOUND, TURN RIGHT AND GO
 DN1235'SOUTH FOR 0.1 MILE TO A TRACK ROAD RIGHT AND THE STATION AS
 DN1235'DESCRIBED.
 DN1235'
 DN1235'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 DN1235
 DN1235                          STATION RECOVERY (1958)
 DN1235
 DN1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1235'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DN1235'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1235'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1235
 DN1235                          STATION RECOVERY (2006)
 DN1235
 DN1235'RECOVERY NOTE BY US POWER SQUADRON 2006 (WL)
 DN1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0609 ***********************************************************************
 DP0609  DESIGNATION -  WHITE
 DP0609  PID         -  DP0609
 DP0609  STATE/COUNTY-  TX/FLOYD
 DP0609  USGS QUAD   -  SANDHILL (1965)
 DP0609
 DP0609                         *CURRENT SURVEY CONTROL
 DP0609  ___________________________________________________________________
 DP0609* NAD 83(1993)-  33 58 31.15160(N)    101 28 34.20091(W)     ADJUSTED  
 DP0609* NAVD 88     -       989.     (meters)    3245.     (feet)  SCALED    
 DP0609  ___________________________________________________________________
 DP0609  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DP0609  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DP0609
 DP0609  HORZ ORDER  -  SECOND
 DP0609
 DP0609.The horizontal coordinates were established by classical geodetic methods
 DP0609.and adjusted by the National Geodetic Survey in February 1996..
 DP0609
 DP0609.The orthometric height was scaled from a topographic map.
 DP0609
 DP0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0609
 DP0609.The geoid height was determined by GEOID03.
 DP0609
 DP0609;                    North         East     Units Scale Factor Converg.
 DP0609;SPC TXNC     - 2,259,914.944   325,004.085   MT  1.00000243   -1 37 23.5
 DP0609;SPC TXNC     - 7,414,404.28  1,066,284.24   sFT  1.00000243   -1 37 23.5
 DP0609;UTM  14      - 3,762,182.985   271,238.295   MT  1.00024516   -1 23 03.7
 DP0609
 DP0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0609!SPC TXNC     -   0.99984884  x   1.00000243  =   0.99985127
 DP0609!UTM  14      -   0.99984884  x   1.00024516  =   1.00009397
 DP0609
 DP0609|---------------------------------------------------------------------|
 DP0609| PID    Reference Object                     Distance      Geod. Az  |
 DP0609|                                                           dddmmss.s |
 DP0609| CJ9285 WHITE RM 1                           19.327 METERS 09514     |
 DP0609| CJ9286 WHITE RM 2                           20.473 METERS 21223     |
 DP0609| CJ9284 WHITE AZ MK                                        3211855.8 |
 DP0609|---------------------------------------------------------------------|
 DP0609
 DP0609                          SUPERSEDED SURVEY CONTROL
 DP0609
 DP0609  NAD 83(1993)-  33 58 31.15588(N)    101 28 34.19706(W) AD(       ) 2
 DP0609  NAD 83(1986)-  33 58 31.15761(N)    101 28 34.19510(W) AD(       ) 2
 DP0609  NAD 27      -  33 58 30.87488(N)    101 28 32.60980(W) AD(       ) 2
 DP0609
 DP0609.Superseded values are not recommended for survey control.
 DP0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0609.See file dsdata.txt to determine how the superseded data were derived.
 DP0609
 DP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC7123862183(NAD 83)
 DP0609_MARKER: DS = TRIANGULATION STATION DISK
 DP0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0609
 DP0609  HISTORY     - Date     Condition        Report By
 DP0609  HISTORY     - 1964     MONUMENTED       CGS
 DP0609
 DP0609                          STATION DESCRIPTION
 DP0609
 DP0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0609'THE STATION IS ABOUT 10 MILES SOUTH OF LOCKNEY, 10 MILES NORTHEAST OF
 DP0609'PETERSBURG, 8 MILES WEST OF FLOYDADA, ON THE HIGHEST POINT IN THE
 DP0609'IMMEDIATE VICINITY AND ON GRAZING LAND OWNED BY BETTI PATTERSON WHO
 DP0609'LIVES ABOUT 0.2 MILE WEST OF THE STATION SITE.
 DP0609'
 DP0609'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE IN
 DP0609'FLOYDADA, GO WEST ON STATE HIGHWAY 207 FOR 0.4 MILE TO U. S. HIGHWAY
 DP0609'70 AND FARM ROAD 784, CONTINUE WEST ON FARM ROAD 784 FOR 8.65 MILES
 DP0609'TO FARM ROAD 378 ON THE LEFT.  TURN LEFT AND GO SOUTH ON FARM ROAD
 DP0609'378 FOR 1.05 MILES TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH
 DP0609'MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.2 MILE TO A FIELD ROAD ON
 DP0609'THE LEFT.  TURN LEFT AND GO EAST ON THE FIELD ROAD FOR 0.25
 DP0609'MILE TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE AND
 DP0609'GO SOUTHWEST FOR 60 YARDS TO THE HIGHEST POINT AND THE STATION.
 DP0609'
 DP0609'THE STATION MARK IS A STANDARD DISK, STAMPED WHITE 1964, SET IN THE
 DP0609'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DP0609'114.3 FEET SOUTH OF AN EAST-WEST FENCE, 147.7 FEET WEST OF A
 DP0609'NORTH-SOUTH FENCE, 144.0 FEET SOUTHWEST OF A POWERLINE POLE, 174.6
 DP0609'FEET SOUTHWEST OF THE WEST GATE POST, 133.8 FEET SOUTH OF THE
 DP0609'CENTERLINE OF THE FIELD ROAD AND 3.0 FEET SOUTH OF A WITNESS
 DP0609'POST.
 DP0609'
 DP0609'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WHITE NO 1 1964, SET IN
 DP0609'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 DP0609'IS 119.8 FEET SOUTH OF THE EAST-WEST FENCE, 85.0 FEET WEST OF THE
 DP0609'NORTH-SOUTH FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 DP0609'
 DP0609'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WHITE NO 2 1964, SET IN
 DP0609'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 DP0609'IS 170.5 FEET SOUTH OF THE EAST-WEST FENCE, 181.3 FEET WEST OF THE
 DP0609'NORTH-SOUTH FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 DP0609'
 DP0609'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WHITE 1964, SET IN THE
 DP0609'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 DP0609'2.0 FEET NORTH OF A WITNESS POST, 1.0 FEET SOUTH OF A TRANSFORMER
 DP0609'POLE, 42.2 FEET WEST AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE
 DP0609'OF FARM ROAD 378.
 DP0609'
 DP0609'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1647 ***********************************************************************
 FL1647  DESIGNATION -  WHITE
 FL1647  PID         -  FL1647
 FL1647  STATE/COUNTY-  TX/HUTCHINSON
 FL1647  USGS QUAD   -  PHILLIPS (1978)
 FL1647
 FL1647                         *CURRENT SURVEY CONTROL
 FL1647  ___________________________________________________________________
 FL1647* NAD 83(1993)-  35 44 12.44698(N)    101 15 10.96291(W)     ADJUSTED  
 FL1647* NAVD 88     -       919.     (meters)    3015.     (feet)  SCALED    
 FL1647  ___________________________________________________________________
 FL1647  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 FL1647  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 FL1647
 FL1647  HORZ ORDER  -  THIRD
 FL1647
 FL1647.The horizontal coordinates were established by classical geodetic methods
 FL1647.and adjusted by the National Geodetic Survey in February 1996..
 FL1647
 FL1647.The orthometric height was scaled from a topographic map.
 FL1647
 FL1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1647
 FL1647.The geoid height was determined by GEOID03.
 FL1647
 FL1647;                    North         East     Units Scale Factor Converg.
 FL1647;SPC TX N     - 1,192,703.265   222,338.436   MT  0.99992631   +0 08 35.2
 FL1647;SPC TX N     - 3,913,060.63    729,455.35   sFT  0.99992631   +0 08 35.2
 FL1647;UTM  14      - 3,957,095.843   296,248.939   MT  1.00011159   -1 18 58.9
 FL1647
 FL1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1647!SPC TX N     -   0.99985995  x   0.99992631  =   0.99978627
 FL1647!UTM  14      -   0.99985995  x   1.00011159  =   0.99997153
 FL1647
 FL1647:                Primary Azimuth Mark                     Grid Az
 FL1647:SPC TX N     -  S BOCK                                   145 55 58.3
 FL1647:UTM  14      -  S BOCK                                   147 23 32.4
 FL1647
 FL1647|---------------------------------------------------------------------|
 FL1647| PID    Reference Object                     Distance      Geod. Az  |
 FL1647|                                                           dddmmss.s |
 FL1647| FL1643 S BOCK                              APPROX. 1.4 KM 1460433.5 |
 FL1647|---------------------------------------------------------------------|
 FL1647
 FL1647                          SUPERSEDED SURVEY CONTROL
 FL1647
 FL1647  NAD 83(1993)-  35 44 12.44774(N)    101 15 10.96149(W) AD(       ) 3
 FL1647  NAD 83(1986)-  35 44 12.45424(N)    101 15 10.95187(W) AD(       ) 3
 FL1647  NAD 27      -  35 44 12.30490(N)    101 15 09.37633(W) AD(       ) 3
 FL1647
 FL1647.Superseded values are not recommended for survey control.
 FL1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1647.See file dsdata.txt to determine how the superseded data were derived.
 FL1647
 FL1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9624957096(NAD 83)
 FL1647_MARKER: DD = SURVEY DISK
 FL1647_SETTING: 0 = UNSPECIFIED SETTING
 FL1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1647
 FL1647  HISTORY     - Date     Condition        Report By
 FL1647  HISTORY     - 1952     MONUMENTED       USGS
 FL1647
 FL1647                          STATION DESCRIPTION
 FL1647
 FL1647'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1647'TO REACH FROM BORGER P.O., GO S. 2 BLOCKS TO THIRD STREET AND STATE
 FL1647'HIGHWAY 152. TURN LEFT E., GO 5.9 MI. TO FARM RD. 280.  TURN LEFT N.,
 FL1647'GO 7.5 MI. TO RD. ON RIGHT.  TURN RIGHT E., GO 1.1 MI. TO CATTLE GUARD
 FL1647'AND RD. ON RIGHT.  TURN RIGHT SE. GO 0.4 MI. TO HEAD OF DRAIN. TURN
 FL1647'LEFT E., GO 0.25 MI. TO WINDMILL.  LEAVE RD. TURN LEFT N., FOLLOW COW
 FL1647'TRAIL NE. 0.25 MI. TO STATION, ABOUT 10 FT. N. OF TRAIL.
 FL1647'
 FL1647'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED ---WHITE
 FL1647'1952---.
 FL1647'
 FL1647'REFERENCE MARK NO.1 - 1 IN. IRON PIPE DRIVEN IN GROUND 147.00 FT. FROM
 FL1647'STATION, S 63 DEG 42 MIN E.
 FL1647'
 FL1647'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 152.00 FT. FROM
 FL1647'STATION, S 28 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1734 ***********************************************************************
 FL1734  DESIGNATION -  WHITE
 FL1734  PID         -  FL1734
 FL1734  STATE/COUNTY-  TX/CARSON
 FL1734  USGS QUAD   -  CUYLER (1978)
 FL1734
 FL1734                         *CURRENT SURVEY CONTROL
 FL1734  ___________________________________________________________________
 FL1734* NAD 83(1993)-  35 23 23.92949(N)    101 15 42.70369(W)     ADJUSTED  
 FL1734* NAVD 88     -      1038.     (meters)    3406.     (feet)  SCALED    
 FL1734  ___________________________________________________________________
 FL1734  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 FL1734  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1734
 FL1734  HORZ ORDER  -  SECOND
 FL1734
 FL1734.The horizontal coordinates were established by classical geodetic methods
 FL1734.and adjusted by the National Geodetic Survey in February 1996..
 FL1734
 FL1734.The orthometric height was scaled from a topographic map.
 FL1734
 FL1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1734
 FL1734.The geoid height was determined by GEOID03.
 FL1734
 FL1734;                    North         East     Units Scale Factor Converg.
 FL1734;SPC TX N     - 1,154,225.730   221,633.579   MT  0.99991099   +0 08 16.8
 FL1734;SPC TX N     - 3,786,822.25    727,142.83   sFT  0.99991099   +0 08 16.8
 FL1734;UTM  14      - 3,918,640.882   294,567.658   MT  1.00012011   -1 18 37.4
 FL1734
 FL1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1734!SPC TX N     -   0.99984117  x   0.99991099  =   0.99975218
 FL1734!UTM  14      -   0.99984117  x   1.00012011  =   0.99996126
 FL1734
 FL1734|---------------------------------------------------------------------|
 FL1734| PID    Reference Object                     Distance      Geod. Az  |
 FL1734|                                                           dddmmss.s |
 FL1734| CJ9280 WHITE RM 1                           15.708 METERS 05436     |
 FL1734| CJ9282 WHITE RM 3                           15.591 METERS 05748     |
 FL1734| FL1704 WHITE DEER MUNICIPAL TANK           APPROX. 8.6 KM 0622437.1 |
 FL1734| CJ9281 WHITE RM 2                           23.295 METERS 15003     |
 FL1734| CJ9279 WHITE AZ MK                                        2160509.4 |
 FL1734| CJ9283 WHITE RM 4                           18.670 METERS 23722     |
 FL1734| FL1747 PANHANDLE MUNICIPAL TANK            APPROX.12.0 KM 2431722.2 |
 FL1734| FL1733 CUYLER SIDING GRAIN ELEVATOR        APPROX. 1.0 KM 2673406.0 |
 FL1734|---------------------------------------------------------------------|
 FL1734
 FL1734                          SUPERSEDED SURVEY CONTROL
 FL1734
 FL1734  NAD 83(1993)-  35 23 23.93235(N)    101 15 42.70085(W) AD(       ) 2
 FL1734  NAD 83(1986)-  35 23 23.93603(N)    101 15 42.69415(W) AD(       ) 2
 FL1734  NAD 27      -  35 23 23.76700(N)    101 15 41.11200(W) AD(       ) 2
 FL1734
 FL1734.Superseded values are not recommended for survey control.
 FL1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1734.See file dsdata.txt to determine how the superseded data were derived.
 FL1734
 FL1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9456818641(NAD 83)
 FL1734_MARKER: DS = TRIANGULATION STATION DISK
 FL1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1734
 FL1734  HISTORY     - Date     Condition        Report By
 FL1734  HISTORY     - 1951     MONUMENTED       CGS
 FL1734  HISTORY     - 1956     GOOD             CGS
 FL1734  HISTORY     - 1970     GOOD             NGS
 FL1734
 FL1734                          STATION DESCRIPTION
 FL1734
 FL1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1734'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF U.S. HIGHWAY
 FL1734'60, ON THE TOP OF A LOW RISE, ABOUT 1/2 MILE EAST OF THE CUYLER
 FL1734'SIDING, ABOUT 5 MILES AIRLINE SOUTHWEST OF WHITE DEER, AND
 FL1734'ABOUT 7 MILES AIRLINE NORTHEAST OF PANHANDLE.
 FL1734'
 FL1734'TO REACH THE STATION FROM THE POST OFFICE IN PANHANDLE, GO
 FL1734'SOUTHEAST ON MAIN STREET FOR 0.1 MILE TO A CROSS ROAD.  TURN
 FL1734'RIGHT ONTO STATE HIGHWAY 117 AND GO 0.4 MILE TO A CROSS ROAD.
 FL1734'TURN LEFT ONTO U.S. HIGHWAY 60 AND GO 7.7 MILES TO THE TOP OF
 FL1734'A LOW RISE, A WHITE WITNESS POST, AND THE STATION ON THE LEFT.
 FL1734'
 FL1734'THE STATION MARK IS A STANDARD DISK STAMPED WHITE 1951 SET IN
 FL1734'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 FL1734'THE GROUND.  IT IS ABOUT 4 FEET SOUTHEAST OF A FENCE LINE,
 FL1734'ABOUT 36 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 60,
 FL1734'AND ABOUT 4 FEET SOUTHWEST OF A WHITE WITNESS POST.
 FL1734'
 FL1734'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED WHITE NO 1
 FL1734'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1734'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS ABOUT 1 FOOT
 FL1734'SOUTHEAST OF A FENCE LINE, ABOUT 39 FEET NORTHWEST OF THE
 FL1734'CENTERLINE OF THE HIGHWAY, AND ABOUT THE SAME ELEVATION AS
 FL1734'THE STATION.
 FL1734'
 FL1734'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED WHITE NO
 FL1734'2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1734'IS FLUSH WITH THE GROUND.  IT IS ABOUT 40 FEET SOUTHEAST OF
 FL1734'THE CENTERLINE OF THE HIGHWAY, ABOUT 1 FOOT NORTHWEST OF A
 FL1734'FENCE LINE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 FL1734'
 FL1734'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF A GRADED DIRT
 FL1734'EAST-WEST ROAD AND IS A STANDARD DISK STAMPED WHITE 1951 SET
 FL1734'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 FL1734'WITH THE GROUND.  IT IS ABOUT 3 FEET NORTHWEST OF A FENCE
 FL1734'CORNER, ABOUT 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 FL1734'FARM HOUSE, AND ABOUT 40 FEET SOUTH OF THE CENTERLINE OF THE
 FL1734'ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 FL1734'ON U.S. HIGHWAY 60 FOR 0.6 MILE TO A CROSS ROAD.  TURN SHARP
 FL1734'LEFT AND GO 0.3 MILE TO A A FARM HOUSE, A FENCE CORNER, AND
 FL1734'THE AZIMUTH MARK ON THE RIGHT.
 FL1734
 FL1734                          STATION RECOVERY (1956)
 FL1734
 FL1734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1734'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1734'REFERENCE MARKS HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 FL1734'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.  DIRECTIONS
 FL1734'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL1734
 FL1734                          STATION RECOVERY (1970)
 FL1734
 FL1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FL1734'THE UNDER GROUND STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH
 FL1734'MARK WERE RECOVERED IN GOOD CONDITION.  SURFACE STATION MARK
 FL1734'AND REFERENCE MARK NO. 2 WERE FOUND TO BE DESTROYED.  DUE TO
 FL1734'ROAD IMPROVEMENTS THE SUB-STATION MARK WAS LOWERED IN ITS
 FL1734'PRECISE ORIGINAL POSITION AND A SURFACE STATION MARK RE-MARKED
 FL1734'OVER THE SUB-MARK.  TWO NEW REFERENCE MARKS WERE SET.  A
 FL1734'COMPLETE DESCRIPTION IS AS FOLLOWS--
 FL1734'
 FL1734'STATION IS ABOUT 5 MILES SOUTHWEST OF WHITE DEER, 7 MILES
 FL1734'NORTHEAST OF PANHANDLE, 1/2 MILE EAST OF CUYLER SIDING, ON
 FL1734'TOP OF A RIDGE IN THE MEDIAN ALONG U.S. HIGHWAY 60.
 FL1734'
 FL1734'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 207 AND
 FL1734'U.S. HIGHWAY 60 IN PANHANDLE, GO NORTHEAST ON U.S. HIGHWAY 60
 FL1734'FOR 7.8 MILES TO TOP OF RIDGE AND STATION.
 FL1734'
 FL1734'STATION MARKS ARE STANDARD DISKS, STAMPED WHITE 1951 1970.
 FL1734'SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST ABOUT 10
 FL1734'INCHES BELOW SURFACE OF GROUND.  IT IS 36.2 FEET NORTH OF THE
 FL1734'EAST BOUND HIGHWAY CENTER LINE, AT HIGHWAY STATION NO. 1183
 FL1734'+ 89.  UNDER GROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FL1734'4 FEET BELOW SURFACE OF GROUND.
 FL1734'
 FL1734'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED WHITE NO 3 1951
 FL1734'1970, IS SET IN A SQUARE CONCRETE POST WHICH IS ABOUT 10 INCHES
 FL1734'BELOW SURFACE OF GROUND.  IT IS 36.1 FEET NORTH OF THE EAST
 FL1734'BOUND HIGHWAY CENTER LINE, AT HIGHWAY STATION NO. 1184 + 40.
 FL1734'
 FL1734'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED WHITE NO 4
 FL1734'1951 1970, IS SET IN A ROUND CONCRETE POST ABOUT 10 INCHES
 FL1734'BELOW SURFACE OF GROUND.  IT IS 36.1 FEET NORTH OF THE EAST
 FL1734'BOUND HIGHWAY CENTER LINE, AT HIGHWAY STATION NO. 1183 + 28.
 FL1734'
 FL1734'AZIMUTH MARK A STANDARD DISK, STAMPED WHITE 1951, IS SET IN
 FL1734'A 10 IN X 10 IN CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 FL1734'IT IS 60 FEET NORTHEAST OF NORTHEAST CORNER OF A FARM HOUSE,
 FL1734'40 FEET SOUTH OF CENTER OF DIRT ROAD, 3 FEET NORTHWEST OF THE
 FL1734'NORTHEAST CORNER OF YARD FENCE, AND 1 FOOT NORTHWEST OF A
 FL1734'METAL WITNESS POST.
 FL1734'
 FL1734'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHWEST ON HIGHWAY
 FL1734'0.6 MILE TO A CROSSROAD, TURN SHARP LEFT, GO EAST 0.3 MILE
 FL1734'TO MARK ON THE RIGHT.
 FL1734'
 FL1734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 FL1734'MILES SOUTHWEST OF WHITE DEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0818 ***********************************************************************
 BP0818  DESIGNATION -  WHITE
 BP0818  PID         -  BP0818
 BP0818  STATE/COUNTY-  TX/PECOS
 BP0818  USGS QUAD   -  INDIAN MESA (1969)
 BP0818
 BP0818                         *CURRENT SURVEY CONTROL
 BP0818  ___________________________________________________________________
 BP0818* NAD 83(1993)-  30 55 44.87557(N)    102 10 43.67904(W)     ADJUSTED  
 BP0818* NAVD 88     -       948.     (meters)    3110.     (feet)  SCALED    
 BP0818  ___________________________________________________________________
 BP0818  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BP0818  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 BP0818
 BP0818  HORZ ORDER  -  SECOND
 BP0818
 BP0818.The horizontal coordinates were established by classical geodetic methods
 BP0818.and adjusted by the National Geodetic Survey in February 1996..
 BP0818
 BP0818.The orthometric height was scaled from a topographic map.
 BP0818
 BP0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0818
 BP0818.The geoid height was determined by GEOID03.
 BP0818
 BP0818;                    North         East     Units Scale Factor Converg.
 BP0818;SPC TX C     - 3,141,413.327   523,648.694   MT  0.99988253   -0 57 01.9
 BP0818;SPC TX C     -10,306,453.56  1,718,004.09   sFT  0.99988253   -0 57 01.9
 BP0818;UTM  13      - 3,425,160.997   769,579.603   MT  1.00049655   +1 27 03.3
 BP0818
 BP0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0818!SPC TX C     -   0.99985477  x   0.99988253  =   0.99973732
 BP0818!UTM  13      -   0.99985477  x   1.00049655  =   1.00035125
 BP0818
 BP0818|---------------------------------------------------------------------|
 BP0818| PID    Reference Object                     Distance      Geod. Az  |
 BP0818|                                                           dddmmss.s |
 BP0818| CH9907 WHITE RM 1                           20.199 METERS 03435     |
 BP0818| CH9908 WHITE RM 2                           36.276 METERS 19803     |
 BP0818| CH9906 WHITE AZ MK                                        2363551.6 |
 BP0818| CC0746 MC CAMEY MUNICIPAL TANK             APPROX.23.0 KM 3494720.8 |
 BP0818|---------------------------------------------------------------------|
 BP0818
 BP0818                          SUPERSEDED SURVEY CONTROL
 BP0818
 BP0818  NAD 83(1986)-  30 55 44.88410(N)    102 10 43.66711(W) AD(       ) 2
 BP0818  NAD 27      -  30 55 44.32600(N)    102 10 42.18700(W) AD(       ) 2
 BP0818
 BP0818.Superseded values are not recommended for survey control.
 BP0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0818.See file dsdata.txt to determine how the superseded data were derived.
 BP0818
 BP0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ6958025161(NAD 83)
 BP0818_MARKER: DS = TRIANGULATION STATION DISK
 BP0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0818
 BP0818  HISTORY     - Date     Condition        Report By
 BP0818  HISTORY     - 1943     MONUMENTED       CGS
 BP0818  HISTORY     - 1969     GOOD             CGS
 BP0818
 BP0818                          STATION DESCRIPTION
 BP0818
 BP0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0818'STATION IS LOCATED 11 MILES SOUTH-SOUTHEAST OF MC CAMEY BY
 BP0818'AIRLINE, AND 7 MILES NORTHEAST OF BAKERSFIELD BY AIRLINE.
 BP0818'
 BP0818'TO REACH FROM BAKERSFIELD GO EAST ON U.S. 290 FROM ITS JUNCTION
 BP0818'WITH A GRAVEL ROAD FOR 6.7 MILES TO A CATTLE GUARD ON THE LEFT
 BP0818'JUST BEFORE REACHING A CEMENT CULVERT.  TURN LEFT OVER GUARD AT
 BP0818'SIGN SHASTA PIPE LINE CO., AND FOLLOW MAIN ROAD NORTH FOR 0.1
 BP0818'MILE TO A Y ROAD.  TAKE RIGHT HAND ROAD OR STRAIGHT AHEAD ON MAIN
 BP0818'ROAD FOR 0.7 MILE TO ANOTHER Y ROAD.  Y ROAD INTERSECTION IS
 BP0818'150 YARDS SOUTH OF 2 SMALL HOUSES.  TURN LEFT AND FOLLOW MAIN
 BP0818'ROAD FOR 0.7 MILE TO A DIM CROSS ROAD.  CONTINUE STRAIGHT
 BP0818'AHEAD FOR 0.15 MILE TO A ROAD LEFT.  CONTINUE STRAIGHT AHEAD
 BP0818'FOR 0.35 MILE TO CROSS ROADS.  CONTINUE STRAIGHT AHEAD TO TOP
 BP0818'OF RISE FOR 0.2 MILE TO CROSS ROADS AT A POINT WHERE PIPE LINE
 BP0818'CROSSES ROAD.  THIS POINT IS ABOUT 150 YARDS EAST OF A GREEN
 BP0818'TOP HOUSE.  CROSS EXPOSED PIPE LINE AND CONTINUE STRAIGHT
 BP0818'AHEAD FOR 0.35 MILE TO A POINT WHERE 5 ROADS COME TO A
 BP0818'JUNCTION.  TURN A RIGHT ANGLE ON SECOND ROAD EAST AND FOLLOW
 BP0818'TRACK ROAD EASTERLY AND NORTHEASTERLY FOR 0.25 MILE TO A POINT
 BP0818'WHERE ROAD COMES IN FROM THE RIGHT.  TURN LEFT AND CONTINUE
 BP0818'NORTHEASTERLY ON TRACK ROAD FOR 1.0 MILE TO A ROAD SOUTHEAST.
 BP0818'MAKE SHARP RIGHT TURN TO SOUTHEAST, ABOUT 100 YARDS BEFORE
 BP0818'REACHING A WINDMILL, AND FOLLOW DIM ROAD SOUTHEASTERLY
 BP0818'THEN EAST TO TOP OF KNOLL TO A ROAD INTERSECTION.  CONTINUE
 BP0818'STRAIGHT ON RIGHT HAND ROAD FOR 0.1 MILE TO STATION.
 BP0818'
 BP0818'STATION IS LOCATED ON TOP OF A LARGE FLAT MESA NEAR AN ABANDONED
 BP0818'OIL WELL SITE, AND IS ABOUT 18 FEET NORTHWEST OF A 5 INCH PIPE
 BP0818'DRIVEN INTO GROUND.  A STANDARD BRONZE DISK SET IN THE TOP OF A
 BP0818'10 INCH SQUARE BLOCK OF CONCRETE SET FLUSH WITH THE GROUND STAMPED
 BP0818'WHITE 1943.
 BP0818'
 BP0818'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.  A STANDARD BRONZE
 BP0818'DISK SET IN A DRILL HOLE IN THE 3 FOOT BY 3 FOOT CONCRETE BASE
 BP0818'OF AN ABANDONED OIL WELL SET FLUSH WITH GROUND STAMPED WHITE NO
 BP0818'1 1943
 BP0818'
 BP0818'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND IS A U.S.
 BP0818'GEOLOGICAL SURVEY DISK SET IN A DRILL HOLE IN A ROCK BOULDER
 BP0818'FLUSH WITH THE GROUND AND ILLINOIS CAST IN THE DISK.
 BP0818'
 BP0818'AZIMUTH MARK IS 0.8 MILE SOUTHWEST OF THE STATION, AND IS ABOUT
 BP0818'250 FEET EAST-NORTHEAST OF A SMALL WHITE HOUSE AND ABOUT 75
 BP0818'FEET WEST OF THE CENTER LINE OF THE ROAD, AND 3.5 FEET EAST OF
 BP0818'A 3 INCH EXPOSED PIPE LINE, AND 2 FEET EAST OF A WHITE WITNESS
 BP0818'POST.  A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN BED
 BP0818'ROCK FLUSH WITH THE GROUND STAMPED WHITE 1943.
 BP0818'
 BP0818'A 57 FOOT TOWER WAS USED OVER THE STATION.
 BP0818'
 BP0818'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BP0818
 BP0818                          STATION RECOVERY (1969)
 BP0818
 BP0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HH)
 BP0818'STATION RECOVERED IN GOOD CONDITION.
 BP0818'
 BP0818'THE STATION IS LOCATED ON A RIDGE ABOUT 7.5 MILES, AIRLINE, ENE
 BP0818'OF BAKERSFIELD TEXAS.
 BP0818'
 BP0818'TO REACH--FROM THE JUNCTION OF U.S. HWY 290 AND FARM ROAD 11
 BP0818'IN BAKERSFIELD PROCEED E ON U.S. HWY 290 FOR ABOUT 6.9 MILES TO A
 BP0818'SIDE ROAD.  TURN LEFT ON SIDE ROAD FOR 0.1 MILE TO Y-ROAD.  TAKE
 BP0818'LEFT FORK FOR 2.0 MILES TO Y-ROAD.  TAKE RIGHT FOR FOR 0.25 MILE
 BP0818'TO Y-ROAD.  TAKE LEFT FORK TO BUILDING AND CONTINUE 0.25 MILE
 BP0818'TO Y-ROAD.  TAKE RIGHT FORK (N) TO ABANDONED WINDMILL FOR 1
 BP0818'MILE.  CONTINUE ON E SIDE OF ABANDONED WINDMILL FOR 0.1 MILE TO
 BP0818'GATE.  TURN RIGHT ALONG FENCE (SSE) FOR 0.5 MILE.  AND THEN
 BP0818'TURN LEFT (ENE) CROSS COUNTRY FOR 0.4 MILE TO STATION SITE.
 BP0818'
 BP0818'STATION MARK--A USC AND GS BRONZE TABLET STAMPED WHITE 1943 AND
 BP0818'SET IN A CONCRETE POST THAT PROJECTS 0.3 FEET.
 BP0818'
 BP0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MC CAMEY, 11
 BP0818'MILES SSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6337 ***********************************************************************
 AW6337  DESIGNATION -  WHITE 1930
 AW6337  PID         -  AW6337
 AW6337  STATE/COUNTY-  TX/HARRIS
 AW6337  USGS QUAD   -  LA PORTE (1982)
 AW6337
 AW6337                         *CURRENT SURVEY CONTROL
 AW6337  ___________________________________________________________________
 AW6337* NAD 83(1993)-  29 43 09.32439(N)    095 00 09.09007(W)     ADJUSTED  
 AW6337* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6337  ___________________________________________________________________
 AW6337  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW6337  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6337
 AW6337  HORZ ORDER  -  THIRD
 AW6337
 AW6337.The horizontal coordinates were established by classical geodetic methods
 AW6337.and adjusted by the National Geodetic Survey in February 1996..
 AW6337
 AW6337.The orthometric height was scaled from a topographic map.
 AW6337
 AW6337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6337
 AW6337.The geoid height was determined by GEOID03.
 AW6337
 AW6337;                    North         East     Units Scale Factor Converg.
 AW6337;SPC TXSC     - 4,215,620.400   986,662.976   MT  0.99988566   +1 57 30.3
 AW6337;SPC TXSC     -13,830,747.93  3,237,076.78   sFT  0.99988566   +1 57 30.3
 AW6337;UTM  15      - 3,289,355.930   306,299.584   MT  1.00006295   -0 59 35.0
 AW6337
 AW6337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6337!SPC TXSC     -   1.00000333  x   0.99988566  =   0.99988899
 AW6337!UTM  15      -   1.00000333  x   1.00006295  =   1.00006628
 AW6337
 AW6337                          SUPERSEDED SURVEY CONTROL
 AW6337
 AW6337  NAD 83(1986)-  29 43 09.34054(N)    095 00 09.07104(W) AD(       ) 3
 AW6337  NAD 27      -  29 43 08.51837(N)    095 00 08.33058(W) AD(       ) 3
 AW6337
 AW6337.Superseded values are not recommended for survey control.
 AW6337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6337.See file dsdata.txt to determine how the superseded data were derived.
 AW6337
 AW6337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0630089356(NAD 83)
 AW6337_MARKER: Z = SEE DESCRIPTION
 AW6337_SETTING: 0 = UNSPECIFIED SETTING
 AW6337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6337
 AW6337  HISTORY     - Date     Condition        Report By
 AW6337  HISTORY     - 1930     MONUMENTED       CGS
 AW6337  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6337  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6337
 AW6337                          STATION DESCRIPTION
 AW6337
 AW6337'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6337'LOCATED ON THE N SHORE OF BLACK DUCK BAY, ABOUT 350 METERS
 AW6337'NNW FROM A SMALL STREAM LEADING INTO THE NE CORNER OF THE BAY.
 AW6337'STATION IS 13 METERS BACK FROM THE HIGH-WATER LINE AND IS MIDWAY
 AW6337'UP ON THE SIDE OF A STEEP 20-FOOT TREE-COVERED SLOPE.  IT IS
 AW6337'95 METERS SE FROM A SMALL WATER TANK ON TOP OF THE HILL, IN THE
 AW6337'BARNYARD OF IRA ISENHOUR.
 AW6337'
 AW6337'REFERENCE MARK 1 IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 AW6337'POST.  IT IS 27.36 METERS FROM STATION S 48 DEG E.
 AW6337
 AW6337                          STATION RECOVERY (1952)
 AW6337
 AW6337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6337'STATION WAS NOT RECOVERED.  THE AREA HAS BEEN DEVELOPED AND
 AW6337'ACCORDING TO RESIDENTS OF THE AREA, EXTENSIVE FILLING IN
 AW6337'WAS DONE AT THE TIME OF DEVELOPMENT.  IT IS BELIEVED THAT THE
 AW6337'STATION WAS BURIED WITH THE FILLS.
 AW6337
 AW6337                          STATION RECOVERY (1997)
 AW6337
 AW6337'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0787 ***********************************************************************
 CA0787  DESIGNATION -  WHITE AZ MK
 CA0787  PID         -  CA0787
 CA0787  STATE/COUNTY-  TX/MCCULLOCH
 CA0787  USGS QUAD   -  BRADY SW (1987)
 CA0787
 CA0787                         *CURRENT SURVEY CONTROL
 CA0787  ___________________________________________________________________
 CA0787* NAD 83(1986)-  31 02 04.     (N)    099 27 49.     (W)     SCALED    
 CA0787* NAVD 88     -       601.453  (meters)    1973.27   (feet)  ADJUSTED  
 CA0787  ___________________________________________________________________
 CA0787  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CA0787  DYNAMIC HT  -         600.633 (meters)    1970.58  (feet)  COMP
 CA0787  MODELED GRAV-     979,257.1   (mgal)                       NAVD 88
 CA0787
 CA0787  VERT ORDER  -  FIRST     CLASS II
 CA0787
 CA0787.The horizontal coordinates were scaled from a topographic map and have
 CA0787.an estimated accuracy of +/- 6 seconds.
 CA0787
 CA0787.The orthometric height was determined by differential leveling
 CA0787.and adjusted by the National Geodetic Survey in June 1991..
 CA0787
 CA0787.The geoid height was determined by GEOID03.
 CA0787
 CA0787.The dynamic height is computed by dividing the NAVD 88
 CA0787.geopotential number by the normal gravity value computed on the
 CA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0787.degrees latitude (g = 980.6199 gals.).
 CA0787
 CA0787.The modeled gravity was interpolated from observed gravity values.
 CA0787
 CA0787;                    North         East    Units  Estimated Accuracy
 CA0787;SPC TX C     - 3,151,950.      783,020.      MT  (+/- 180 meters Scaled)
 CA0787
 CA0787                          SUPERSEDED SURVEY CONTROL
 CA0787
 CA0787.No superseded survey control is available for this station.
 CA0787
 CA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV557335(NAD 83)
 CA0787_MARKER: DZ = AZIMUTH MARK DISK
 CA0787_SETTING: 66 = SET IN ROCK OUTCROP
 CA0787_SP_SET: ROCK OUTCROP
 CA0787_STAMPING: WHITE AZI 1935
 CA0787_MARK LOGO: CGS   
 CA0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0787+STABILITY: POSITION/ELEVATION WELL
 CA0787
 CA0787  HISTORY     - Date     Condition        Report By
 CA0787  HISTORY     - 1935     MONUMENTED       CGS
 CA0787  HISTORY     - 1981     GOOD             NGS
 CA0787
 CA0787                          STATION DESCRIPTION
 CA0787
 CA0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0787'20.8 KM (12.95 MI) SW FROM BRADY.
 CA0787'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0787'THE COURTHOUSE IN BRADY, THENCE 17.4 KM (10.8 MI) SOUTHWESTERLY ALONG
 CA0787'U.S. HIGHWAY 190, THENCE 1.1 KM (0.7 MI) NORTH ALONG A GRAVELED ROAD,
 CA0787'1.1 KM (0.7 MI) NORTH OF THE JUNCTION OF U.S. HIGHWAY 190 AND RANCH
 CA0787'ROAD 1311, IN A 3 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 7.6
 CA0787'METERS (24.9 FT) EAST OF THE CENTER OF THE ROAD AND 2.4 METERS (7.9
 CA0787'FT) EAST OF A FENCE.
 CA0787'THE MARK IS 0.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0973 ***********************************************************************
 CA0973  DESIGNATION -  WHITE CH SPIRE SE OF CHAMLISS
 CA0973  PID         -  CA0973
 CA0973  STATE/COUNTY-  TX/HAMILTON
 CA0973  USGS QUAD   -  OHIO (1956)
 CA0973
 CA0973                         *CURRENT SURVEY CONTROL
 CA0973  ___________________________________________________________________
 CA0973* NAD 83(1993)-  31 37 16.62263(N)    098 03 21.39451(W)     ADJUSTED  
 CA0973* NAVD 88     -                                                        
 CA0973  ___________________________________________________________________
 CA0973  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 CA0973  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CA0973
 CA0973  HORZ ORDER  -  THIRD
 CA0973
 CA0973.The horizontal coordinates were established by classical geodetic methods
 CA0973.and adjusted by the National Geodetic Survey in February 1996..
 CA0973
 CA0973
 CA0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0973
 CA0973.The geoid height was determined by GEOID03.
 CA0973
 CA0973;                    North         East     Units Scale Factor Converg.
 CA0973;SPC TX C     - 3,218,896.166   916,049.572   MT  0.99994011   +1 10 22.8
 CA0973;SPC TX C     -10,560,661.84  3,005,405.97   sFT  0.99994011   +1 10 22.8
 CA0973;UTM  14      - 3,498,845.915   589,537.649   MT  0.99969888   +0 29 42.0
 CA0973
 CA0973                          SUPERSEDED SURVEY CONTROL
 CA0973
 CA0973  NAD 83(1986)-  31 37 16.63074(N)    098 03 21.37608(W) AD(       ) 4
 CA0973  NAD 27      -  31 37 16.06000(N)    098 03 20.26000(W) AD(       ) 3
 CA0973
 CA0973.Superseded values are not recommended for survey control.
 CA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0973.See file dsdata.txt to determine how the superseded data were derived.
 CA0973
 CA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8953898846(NAD 83)
 CA0973_MARKER: 90 = CHURCH SPIRE
 CA0973
 CA0973  HISTORY     - Date     Condition        Report By
 CA0973  HISTORY     - 1902     FIRST OBSERVED   CGS
 CA0973  HISTORY     - 20010317 GOOD             USPSQD
 CA0973
 CA0973                          STATION DESCRIPTION
 CA0973
 CA0973'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1707 ***********************************************************************
 FL1707  DESIGNATION -  WHITE DEER BARNETT GRAIN ELEV
 FL1707  PID         -  FL1707
 FL1707  STATE/COUNTY-  TX/CARSON
 FL1707  USGS QUAD   -  WHITE DEER (1965)
 FL1707
 FL1707                         *CURRENT SURVEY CONTROL
 FL1707  ___________________________________________________________________
 FL1707* NAD 83(1993)-  35 26 12.94920(N)    101 10 14.33967(W)     ADJUSTED  
 FL1707* NAVD 88     -                                                        
 FL1707  ___________________________________________________________________
 FL1707  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 FL1707  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL1707
 FL1707  HORZ ORDER  -  THIRD
 FL1707
 FL1707.The horizontal coordinates were established by classical geodetic methods
 FL1707.and adjusted by the National Geodetic Survey in February 1996..
 FL1707
 FL1707
 FL1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1707
 FL1707.The geoid height was determined by GEOID03.
 FL1707
 FL1707;                    North         East     Units Scale Factor Converg.
 FL1707;SPC TX N     - 1,159,458.026   229,902.354   MT  0.99991093   +0 11 27.1
 FL1707;SPC TX N     - 3,803,988.54    754,271.31   sFT  0.99991093   +0 11 27.1
 FL1707;UTM  14      - 3,923,663.338   302,967.691   MT  1.00007844   -1 15 32.3
 FL1707
 FL1707                          SUPERSEDED SURVEY CONTROL
 FL1707
 FL1707  NAD 83(1993)-  35 26 12.95170(N)    101 10 14.33755(W) AD(       ) 4
 FL1707  NAD 83(1986)-  35 26 12.95548(N)    101 10 14.33023(W) AD(       ) 4
 FL1707  NAD 27      -  35 26 12.78800(N)    101 10 12.76500(W) AD(       ) 3
 FL1707
 FL1707.Superseded values are not recommended for survey control.
 FL1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1707.See file dsdata.txt to determine how the superseded data were derived.
 FL1707
 FL1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0296823663(NAD 83)
 FL1707_MARKER: 65 = GRAIN ELEVATOR
 FL1707
 FL1707  HISTORY     - Date     Condition        Report By
 FL1707  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1707
 FL1707                          STATION DESCRIPTION
 FL1707
 FL1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1707'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF WHITE DEER.
 FL1707'IT IS 0.2 MILE NORTHEAST OF THE CENTER OF TOWN, 30 FEET SOUTH
 FL1707'OF THE MAIN LINE RAILROAD TRACKS, 120 FEET NORTH OF THE CENTER
 FL1707'LINE OF U.S. HIGHWAY 60.  IT IS OF CONCRETE CONSTRUCTION AND
 FL1707'IS 150 FEET HIGH.  THE OBJECT THAT WAS INTERSECTED IS THE RED
 FL1707'STAR THAT STANDS ON THE CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1705 ***********************************************************************
 FL1705  DESIGNATION -  WHITE DEER FARMERS CO ELEV
 FL1705  PID         -  FL1705
 FL1705  STATE/COUNTY-  TX/CARSON
 FL1705  USGS QUAD   -  WHITE DEER (1965)
 FL1705
 FL1705                         *CURRENT SURVEY CONTROL
 FL1705  ___________________________________________________________________
 FL1705* NAD 83(1993)-  35 26 03.08485(N)    101 10 35.16638(W)     ADJUSTED  
 FL1705* NAVD 88     -                                                        
 FL1705  ___________________________________________________________________
 FL1705  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 FL1705  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL1705
 FL1705  HORZ ORDER  -  THIRD
 FL1705
 FL1705.The horizontal coordinates were established by classical geodetic methods
 FL1705.and adjusted by the National Geodetic Survey in February 1996..
 FL1705
 FL1705
 FL1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1705
 FL1705.The geoid height was determined by GEOID03.
 FL1705
 FL1705;                    North         East     Units Scale Factor Converg.
 FL1705;SPC TX N     - 1,159,152.310   229,378.101   MT  0.99991092   +0 11 15.1
 FL1705;SPC TX N     - 3,802,985.54    752,551.32   sFT  0.99991092   +0 11 15.1
 FL1705;UTM  14      - 3,923,370.935   302,435.781   MT  1.00008102   -1 15 44.0
 FL1705
 FL1705                          SUPERSEDED SURVEY CONTROL
 FL1705
 FL1705  NAD 83(1993)-  35 26 03.08735(N)    101 10 35.16422(W) AD(       ) 4
 FL1705  NAD 83(1986)-  35 26 03.09119(N)    101 10 35.15682(W) AD(       ) 4
 FL1705  NAD 27      -  35 26 02.92400(N)    101 10 33.59200(W) AD(       ) 3
 FL1705
 FL1705.Superseded values are not recommended for survey control.
 FL1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1705.See file dsdata.txt to determine how the superseded data were derived.
 FL1705
 FL1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0243623371(NAD 83)
 FL1705_MARKER: 65 = GRAIN ELEVATOR
 FL1705
 FL1705  HISTORY     - Date     Condition        Report By
 FL1705  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1705
 FL1705                          STATION DESCRIPTION
 FL1705
 FL1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1705'THE STATION IS LOCATED IN THE NORTHWEST PART OF WHITE DEER.  IT
 FL1705'IS 0.3 MILE NORTHWEST OF THE CENTER OF TOWN, 75 FEET NORTH OF
 FL1705'THE CENTER LINE OF U.S. HIGHWAY 60, AND 30 FEET SOUTH OF THE
 FL1705'MAIN LINE RAILROAD TRACKS.  IT IS CONSTRUCTED OF CONCRETE AND
 FL1705'HAS A SUPER STRUCTURE ON ITS TOP.  THE OBJECT THAT WAS
 FL1705'INTERSECTED IS THE CENTER OF THE SUPER STRUCTURE AND IT IS 147
 FL1705'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1704 ***********************************************************************
 FL1704  DESIGNATION -  WHITE DEER MUNICIPAL TANK
 FL1704  PID         -  FL1704
 FL1704  STATE/COUNTY-  TX/CARSON
 FL1704  USGS QUAD   -  WHITE DEER (1965)
 FL1704
 FL1704                         *CURRENT SURVEY CONTROL
 FL1704  ___________________________________________________________________
 FL1704* NAD 83(1993)-  35 25 33.53911(N)    101 10 39.43296(W)     ADJUSTED  
 FL1704* NAVD 88     -                                                        
 FL1704  ___________________________________________________________________
 FL1704  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 FL1704  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL1704
 FL1704  HORZ ORDER  -  THIRD
 FL1704
 FL1704.The horizontal coordinates were established by classical geodetic methods
 FL1704.and adjusted by the National Geodetic Survey in February 1996..
 FL1704
 FL1704
 FL1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1704
 FL1704.The geoid height was determined by GEOID03.
 FL1704
 FL1704;                    North         East     Units Scale Factor Converg.
 FL1704;SPC TX N     - 1,158,241.474   229,273.464   MT  0.99991089   +0 11 12.6
 FL1704;SPC TX N     - 3,799,997.24    752,208.02   sFT  0.99991089   +0 11 12.6
 FL1704;UTM  14      - 3,922,462.882   302,308.113   MT  1.00008165   -1 15 45.6
 FL1704
 FL1704                          SUPERSEDED SURVEY CONTROL
 FL1704
 FL1704  NAD 83(1993)-  35 25 33.54155(N)    101 10 39.43054(W) AD(       ) 4
 FL1704  NAD 83(1986)-  35 25 33.54538(N)    101 10 39.42352(W) AD(       ) 4
 FL1704  NAD 27      -  35 25 33.37900(N)    101 10 37.85400(W) AD(       ) 3
 FL1704
 FL1704.Superseded values are not recommended for survey control.
 FL1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1704.See file dsdata.txt to determine how the superseded data were derived.
 FL1704
 FL1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0230822463(NAD 83)
 FL1704_MARKER: 53 = ELEVATED TANK
 FL1704
 FL1704  HISTORY     - Date     Condition        Report By
 FL1704  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1704  HISTORY     - 1952     GOOD             USGS
 FL1704
 FL1704                          STATION DESCRIPTION
 FL1704
 FL1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1704'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF WHITE DEER.
 FL1704'IT IS IN THE NORTHEAST CORNER OF A SMALL PARK, 90 FEET NORTHEAST
 FL1704'OF A SMALL PUMP HOUSE, 55 FEET WEST OF THE CENTER LINE OF A
 FL1704'STREET, AND 1/2 MILE SOUTHWEST OF THE CENTER OF TOWN.  IT IS
 FL1704'A METAL TANK SUPPORTED BY A METAL TOWER CONSISTING OF 4 LEGS.
 FL1704'THE OBJECT THAT WAS INTERSECTED IS THE ROUND BALL ON THE ROOF
 FL1704'AND IT IS ABOUT 125 FEET OFF THE GROUND.
 FL1704
 FL1704                          STATION RECOVERY (1952)
 FL1704
 FL1704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FL1704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2085 ***********************************************************************
 FL2085  DESIGNATION -  WHITE DEER RESET
 FL2085  PID         -  FL2085
 FL2085  STATE/COUNTY-  TX/CARSON
 FL2085  USGS QUAD   -  WHITE DEER (1965)
 FL2085
 FL2085                         *CURRENT SURVEY CONTROL
 FL2085  ___________________________________________________________________
 FL2085* NAD 83(1993)-  35 25 50.10624(N)    101 11 08.84338(W)     ADJUSTED  
 FL2085* NAVD 88     -                                                        
 FL2085  ___________________________________________________________________
 FL2085  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 FL2085  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL2085
 FL2085  HORZ ORDER  -  SECOND
 FL2085
 FL2085.The horizontal coordinates were established by classical geodetic methods
 FL2085.and adjusted by the National Geodetic Survey in February 1996..
 FL2085
 FL2085
 FL2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2085
 FL2085.The geoid height was determined by GEOID03.
 FL2085
 FL2085;                    North         East     Units Scale Factor Converg.
 FL2085;SPC TX N     - 1,158,749.620   228,530.013   MT  0.99991090   +0 10 55.5
 FL2085;SPC TX N     - 3,801,664.38    749,768.88   sFT  0.99991090   +0 10 55.5
 FL2085;UTM  14      - 3,922,989.764   301,577.628   MT  1.00008521   -1 16 03.2
 FL2085
 FL2085:                Primary Azimuth Mark                     Grid Az
 FL2085:SPC TX N     -  WHITE DEER AZ MK                         001 52 23.3
 FL2085:UTM  14      -  WHITE DEER AZ MK                         003 19 22.0
 FL2085
 FL2085|---------------------------------------------------------------------|
 FL2085| PID    Reference Object                     Distance      Geod. Az  |
 FL2085|                                                           dddmmss.s |
 FL2085| CJ9287 WHITE DEER AZ MK                                   0020318.8 |
 FL2085| FL0993 WHITE DEER RM 1                      51.905 METERS 02009     |
 FL2085| FL1703 WHITE DEER SAC HEART CATH CH        APPROX. 1.3 KM 0395901.5 |
 FL2085| FL1707 WHITE DEER BARNETT GRAIN ELEV       APPROX. 1.5 KM 0625245.2 |
 FL2085| FL1705 WHITE DEER FARMERS CO ELEV          APPROX. 0.9 KM 0644657.9 |
 FL2085| CJ9290 WHITE DEER RM 3                      10.636 METERS 12212     |
 FL2085| FL1704 WHITE DEER MUNICIPAL TANK           APPROX. 0.9 KM 1243204.4 |
 FL2085| FL0992 WHITE DEER RM 2                      42.695 METERS 24302     |
 FL2085|---------------------------------------------------------------------|
 FL2085
 FL2085                          SUPERSEDED SURVEY CONTROL
 FL2085
 FL2085  NAD 83(1993)-  35 25 50.10875(N)    101 11 08.84109(W) AD(       ) 2
 FL2085  NAD 83(1986)-  35 25 50.11254(N)    101 11 08.83398(W) AD(       ) 2
 FL2085  NAD 27      -  35 25 49.94600(N)    101 11 07.26400(W) AD(       ) 2
 FL2085
 FL2085.Superseded values are not recommended for survey control.
 FL2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2085.See file dsdata.txt to determine how the superseded data were derived.
 FL2085
 FL2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0157822990(NAD 83)
 FL2085_MARKER: DS = TRIANGULATION STATION DISK
 FL2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2085
 FL2085  HISTORY     - Date     Condition        Report By
 FL2085  HISTORY     - 1959     MONUMENTED       CGS
 FL2085
 FL2085                          STATION DESCRIPTION
 FL2085
 FL2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WCR)
 FL2085'THIS STATION WAS RECOVERED.  THE DISK HAD BEEN REMOVED AND
 FL2085'A NEW DISK STAMPED WHITE DEER 1951-1959 WAS SET IN PLACE.
 FL2085'THE AZIMUTH MARK WAS RECOVERED BUT IS NOT VISIBLE FROM THE
 FL2085'GROUND.  REFERENCE MARK WAS FOUND IN PLACE, UNDER 4 INCHES OF
 FL2085'DRIFT SAND.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED.  REFERENCE
 FL2085'MARK NO. 3 WAS ESTABLISHED.
 FL2085'
 FL2085'THE STATION IS 0.8 MILE SOUTHWEST FROM THE DEPOT AT WHITE
 FL2085'DEER, AT THE WEST SIDE OF TOWN, IN THE AREA BETWEEN THE RAILROAD
 FL2085'AND THE FIELD TO THE NORTH, 43 FEET NORTH OF THE NORTH RAIL
 FL2085'OF THE TRACKS, 60 FEET WEST OF THE APPROXIMATE CENTERLINE
 FL2085'OF A GRADED ROAD TO THE NORTH AND 7 FEET SOUTH OF THE FIELD
 FL2085'FENCE.  IT IS MARKED WITH A DISK SET IN THE TOP OF THE ORIGINAL
 FL2085'STATION MONUMENT, STAMPED WHITE DEER 1951-1959.  IT IS 22 FEET
 FL2085'SOUTHEAST OF A WITNESS POST IN THE FENCE LINE AND 2-1/2 FEET
 FL2085'WEST OF A 4 X 4 WITNESS POST AND ABOUT FLUSH WITH THE GROUND.
 FL2085'
 FL2085'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHITE DEER 1951
 FL2085'IN A CONCRETE MONUMENT ALONG THE EAST SIDE OF THE GRADED ROAD,
 FL2085'25 FEET EAST OF THE APPROXIMATE CENTERLINE, 2 FEET WEST OF THE
 FL2085'EAST FENCE AND IS AT THE TOP OF THE BACK-SLOPE.  THE MARK PROJECTS
 FL2085'ABOUT 1 FOOT.  0.6 MILE NORTH.
 FL2085'
 FL2085'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WHITE DEER
 FL2085'NO. 1, 1951 IN A CONCRETE POST COVERED BY DRIFT SAND, 1 FOOT
 FL2085'EAST OF THE WEST FENCE LINE OF THE GRADED ROAD AND ABOUT 29
 FL2085'FEET WEST OF THE CENTERLINE OF THE ROAD.  IT IS ABOUT 10 FEET
 FL2085'SOUTH OF A FENCE CORNER AND A GATE.
 FL2085'
 FL2085'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED WHITE DEER
 FL2085'1951, NO. 3 1959 IN A CONCRETE MONUMENT PROJECTING ABOUT 4
 FL2085'INCHES.  IT IS IN THE TELEGRAPH POLE LINE 43 FEET NORTH OF
 FL2085'THE NORTH RAIL OF THE TRACKS, 60 FEET WEST OF THE APPROXIMATE
 FL2085'CENTERLINE OF THE GRADED ROAD.
 FL2085'
 FL2085'TO REACH THE STATION FROM THE DEPOT IN WHITE DEER--GO SOUTHWEST
 FL2085'ON U.S. HIGHWAY NO. 60, 0.8 MILE TO A CROSS ROAD.  THEN TURN
 FL2085'RIGHT ACROSS THE TRACKS AND THE STATION ON THE LEFT OR WEST
 FL2085'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1703 ***********************************************************************
 FL1703  DESIGNATION -  WHITE DEER SAC HEART CATH CH
 FL1703  PID         -  FL1703
 FL1703  STATE/COUNTY-  TX/CARSON
 FL1703  USGS QUAD   -  WHITE DEER (1965)
 FL1703
 FL1703                         *CURRENT SURVEY CONTROL
 FL1703  ___________________________________________________________________
 FL1703* NAD 83(1993)-  35 26 22.51950(N)    101 10 35.62704(W)     ADJUSTED  
 FL1703* NAVD 88     -                                                        
 FL1703  ___________________________________________________________________
 FL1703  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 FL1703  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL1703
 FL1703  HORZ ORDER  -  THIRD
 FL1703
 FL1703.The horizontal coordinates were established by classical geodetic methods
 FL1703.and adjusted by the National Geodetic Survey in February 1996..
 FL1703
 FL1703
 FL1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1703
 FL1703.The geoid height was determined by GEOID03.
 FL1703
 FL1703;                    North         East     Units Scale Factor Converg.
 FL1703;SPC TX N     - 1,159,751.173   229,364.524   MT  0.99991095   +0 11 14.8
 FL1703;SPC TX N     - 3,804,950.31    752,506.78   sFT  0.99991095   +0 11 14.8
 FL1703;UTM  14      - 3,923,970.051   302,437.361   MT  1.00008102   -1 15 44.9
 FL1703
 FL1703                          SUPERSEDED SURVEY CONTROL
 FL1703
 FL1703  NAD 83(1993)-  35 26 22.52189(N)    101 10 35.62486(W) AD(       ) 4
 FL1703  NAD 83(1986)-  35 26 22.52600(N)    101 10 35.61739(W) AD(       ) 4
 FL1703  NAD 27      -  35 26 22.35800(N)    101 10 34.05000(W) AD(       ) 3
 FL1703
 FL1703.Superseded values are not recommended for survey control.
 FL1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1703.See file dsdata.txt to determine how the superseded data were derived.
 FL1703
 FL1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0243723970(NAD 83)
 FL1703_MARKER: 90 = CHURCH SPIRE
 FL1703
 FL1703  HISTORY     - Date     Condition        Report By
 FL1703  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1703
 FL1703                          STATION DESCRIPTION
 FL1703
 FL1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1703'THE STATION IS LOCATED ON THE NORTH EDGE OF WHITE DEER.  IT IS
 FL1703'0.4 MILE NORTH OF THE CENTER OF TOWN, 90 FEET WEST OF THE
 FL1703'CENTER LINE OF A STREET.  IT IS CONSTRUCTED OF WOOD AND HAS
 FL1703'A GREEN SHINGLE ROOF.  THE OBJECT THAT WAS INTERSECTED IS THE
 FL1703'WHITE CROSS AT THE TOP OF THE SPIRE.  THE CROSS IS 85 FEET
 FL1703'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0421 ***********************************************************************
 BA0421  DESIGNATION -  WHITE ENDS
 BA0421  PID         -  BA0421
 BA0421  STATE/COUNTY-  TX/BREWSTER
 BA0421  USGS QUAD   -  Y E MESA (1983)
 BA0421
 BA0421                         *CURRENT SURVEY CONTROL
 BA0421  ___________________________________________________________________
 BA0421* NAD 83(1993)-  29 45 15.73128(N)    103 18 34.96033(W)     ADJUSTED  
 BA0421* NAVD 88     -      1632.     (meters)    5354.     (feet)  SCALED    
 BA0421  ___________________________________________________________________
 BA0421  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BA0421  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 BA0421
 BA0421  HORZ ORDER  -  SECOND
 BA0421
 BA0421.The horizontal coordinates were established by classical geodetic methods
 BA0421.and adjusted by the National Geodetic Survey in February 1996..
 BA0421
 BA0421.The orthometric height was scaled from a topographic map.
 BA0421
 BA0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0421
 BA0421.The geoid height was determined by GEOID03.
 BA0421
 BA0421;                    North         East     Units Scale Factor Converg.
 BA0421;SPC TXSC     - 4,220,582.144   183,291.970   MT  0.99988995   -2 06 41.0
 BA0421;SPC TXSC     -13,847,026.58    601,350.40   sFT  0.99988995   -2 06 41.0
 BA0421;UTM  13      - 3,292,764.692   663,436.540   MT  0.99992958   +0 50 20.6
 BA0421
 BA0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0421!SPC TXSC     -   0.99974706  x   0.99988995  =   0.99963704
 BA0421!UTM  13      -   0.99974706  x   0.99992958  =   0.99967666
 BA0421
 BA0421|---------------------------------------------------------------------|
 BA0421| PID    Reference Object                     Distance      Geod. Az  |
 BA0421|                                                           dddmmss.s |
 BA0421| CH9910 WHITE ENDS RM 1                       6.408 METERS 02503     |
 BA0421| CH9911 WHITE ENDS RM 2                      11.447 METERS 17913     |
 BA0421| CH9909 WHITE ENDS AZ MK                                   3474717.9 |
 BA0421|---------------------------------------------------------------------|
 BA0421
 BA0421                          SUPERSEDED SURVEY CONTROL
 BA0421
 BA0421  NAD 83(1986)-  29 45 15.72334(N)    103 18 34.96751(W) AD(       ) 2
 BA0421  NAD 27      -  29 45 15.04500(N)    103 18 33.34100(W) AD(       ) 2
 BA0421
 BA0421.Superseded values are not recommended for survey control.
 BA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0421.See file dsdata.txt to determine how the superseded data were derived.
 BA0421
 BA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN6343792765(NAD 83)
 BA0421_MARKER: DS = TRIANGULATION STATION DISK
 BA0421_SETTING: 66 = SET IN ROCK OUTCROP
 BA0421
 BA0421  HISTORY     - Date     Condition        Report By
 BA0421  HISTORY     - 1943     MONUMENTED       CGS
 BA0421
 BA0421                          STATION DESCRIPTION
 BA0421
 BA0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0421'STATION IS ON THE SUMMIT OF A PROMINENT PEAK, ELEVATION APPROXIMATELY
 BA0421'5350 FEET, LYING ABOUT 32 MILES S OF MARATHON, 12 MILES NE OF
 BA0421'PERSIMMON GAP, AND 8-1/2 MILES SE OF SANTIAGO PEAK, ON THE SANTIAGO
 BA0421'RANCH.  STATION IS ABOUT 4-1/2 MILES SE OF THE Y E RANCH WHICH IS
 BA0421'AT THE W BASE OF Y E MESA.  THIS Y E MESA HAS A PEAK ALMOST AS
 BA0421'HIGH AS THE STATION.  THE STATION SITE IS AN OLD INTERSECTION
 BA0421'STATION WHITE ENDS OF THE U.S.G.S.
 BA0421'
 BA0421'THE STATION IS ON THE HIGHEST POINT, WHICH IS A BRUSH-COVERED
 BA0421'SMALL CONICAL PEAK STANDING ON RIDGE.  MARKED BY A BRONZE
 BA0421'TRIANGULATION-STATION DISK, STAMPED WHITE ENDS 1943, CEMENTED IN
 BA0421'A DRILL HOLE IN OUTCROPPING BEDROCK.
 BA0421'
 BA0421'REFERENCE MARK NO. 1 IS NE OF THE STATION.  A BRONZE REFERENCE-MARK
 BA0421'DISK, STAMPED WHITE ENDS NO. 1 1943, CEMENTED IN A DRILL HOLE IN
 BA0421'OUTCROPPING BEDROCK.
 BA0421'
 BA0421'REFERENCE MARK NO. 2 IS SSW OF THE STATION.  A BRONZE REFERENCE-MARK
 BA0421'DISK, STAMPED WHITE ENDS NO. 2 1943, CEMENTED IN A DRILL HOLE IN
 BA0421'OUTCROPPING BEDROCK.
 BA0421'
 BA0421'THE AZIMUTH MARK IS ON A SHARP, ROCKY PEAK, ON TOP OF THE RIDGE
 BA0421'FOLLOWED, 1/2 MILE N OF THE STATION.  THIS PEAK IS SECOND
 BA0421'HIGHEST ON THE RIDGE ND THE FIRST DISTINCT PEAK N OF THE STATION.
 BA0421'THE AZIMUTH MARK IS SW OF THE TOP OF THE HIGHEST POINT OF THIS
 BA0421'PEAK AND ABOUT 4 FEET LOWER.  (THE TOP AND N SIDE ARE
 BA0421'BRUSH-COVERED.) MARKED BY A BRONZE AZIMUTH-MARK DISK, STAMPED WHITE
 BA0421'ENDS 1943, CEMENTED IN A DRILL HOLE IN BEDROCK.
 BA0421'
 BA0421'TO REACH FROM MARATHON, CROSS THE RAILROAD E OF THE DEPOT AND
 BA0421'FOLLOW THE TERLINGUA HIGHWAY S 1.9 MILES TO A FORKS.  TAKE RIGHT
 BA0421'FORK, LEAVING TERLINGUA HIGHWAY (TEXAS 227) AND FOLLOWING GRADED
 BA0421'ROAD (OLD TERLINGUA ROAD) SW 8.9 MILES TO FORKS.  TAKE LEFT FORK
 BA0421'SOUTHERLY 3.7 MILES TO FORKS AFTER CROSSING STREAM.  TAKE RIGHT
 BA0421'FORK 1.0 MILE.  TAKE RIGHT FORK, CONTINUING S, 3.3 MILES.  AGAIN
 BA0421'TAKE RIGHT FORK 1.2 MILES TO A FORKS.  TAKE LEFT FORK 0.5 MILE
 BA0421'AND CONTINUE STRAIGHT AHEAD, S, WHERE ROADS LEAD RIGHT TO
 BA0421'RANCH HOUSE AND LEFT ACROSS COUNTRY, KEEPING TO MAIN ROAD 1.9
 BA0421'MILES TO A GATE (THE FIRST OF A NUMBER TO BE PASSED
 BA0421'THROUGH).  PASS THROUGH THIS GATE AND CONTINUE S 3.9 MILES TO GATE
 BA0421'ENTERING RANCH YARD.  GO THROUGH THIS GATE, AROUND THE LEFT
 BA0421'SIDE (FRONT) OF THE RANCH HOUSE, THROUGH TWO GATES AT THE
 BA0421'BARN, THEN BEAR LEFT ABOUT 100 YARDS TO A BOARD GATE ON
 BA0421'RIGHT.  TURN SHARP RIGHT THROUGH THIS GATE AND FOLLOW TRACK
 BA0421'ROAD SW, 6.7 MILES, PASSING THROUGH GAP IN RANGE OF HILLS, TO A
 BA0421'RANCH HOUSE.  FOLLOW ROAD TO RIGHT OF RANCH HOUSE, GOING S.
 BA0421'THIS IS THE Y E RANCH.  PASS THROUGH GATE SW OF RANCH HOUSE AND
 BA0421'GO DOWNGRADE 0.1 MILE TO FORKS.  TAKE LEFT FORK OUT OF WASH,
 BA0421'FOLLOWNG ROAD UP DRAW AND OUT INTO OPEN VALLEY 1.0 MILE.  TAKE
 BA0421'RIGHT FORK, S, AND FOLLOW ROUGH TRACK ROAD 1.1 MILES.  TURN LEFT
 BA0421'HERE AT CROSS ROAD AND GO E 1.1 MILES TO A GATE.  PASS THROUGH
 BA0421'GATE AND PROCEED EASTERLY ON TRACK ROAD 0.4 MILE.  KEEP RIGHT
 BA0421'FORK ALONG S SIDE OF BIG WASH (LEFT FORK CROSSES WASH) 0.4
 BA0421'MILE TO END OF ROAD AT BASE OF SLOPE.  THIS ROUTE HAS LED
 BA0421'AROUND THE S SIDE OF THE Y.E. MESA.  THE STATION IS ON THE RIGHT,
 BA0421'SE OF THIS END OF TRUCK TRAVEL.  PACK SOUTHEASTERLY TO TOP OF
 BA0421'RIDGE, THENCE RIGHT ALONG TOP OF RIDGE TO HIGHEST POINT AND
 BA0421'STATION.  A 2 1/2-HOUR PACK.
 BA0421'
 BA0421'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0670 ***********************************************************************
 AZ0670  DESIGNATION -  WHITE ET
 AZ0670  PID         -  AZ0670
 AZ0670  STATE/COUNTY-  TX/VAL VERDE
 AZ0670  USGS QUAD   -  CARRUTHERS DRAW (1979)
 AZ0670
 AZ0670                         *CURRENT SURVEY CONTROL
 AZ0670  ___________________________________________________________________
 AZ0670* NAD 83(1993)-  29 47 52.56131(N)    100 48 24.53373(W)     ADJUSTED  
 AZ0670* NAVD 88     -       546.0    (meters)    1791.     (feet)  VERTCON   
 AZ0670  ___________________________________________________________________
 AZ0670  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AZ0670  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0670
 AZ0670  HORZ ORDER  -  SECOND
 AZ0670
 AZ0670.The horizontal coordinates were established by classical geodetic methods
 AZ0670.and adjusted by the National Geodetic Survey in February 1996..
 AZ0670
 AZ0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0670
 AZ0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0670
 AZ0670.The geoid height was determined by GEOID03.
 AZ0670
 AZ0670;                    North         East     Units Scale Factor Converg.
 AZ0670;SPC TXSC     - 4,219,081.009   425,340.203   MT  0.99989579   -0 53 06.7
 AZ0670;SPC TXSC     -13,842,101.61  1,395,470.32   sFT  0.99989579   -0 53 06.7
 AZ0670;UTM  14      - 3,297,763.714   325,370.167   MT  0.99997627   -0 53 53.2
 AZ0670
 AZ0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0670!SPC TXSC     -   0.99991781  x   0.99989579  =   0.99981361
 AZ0670!UTM  14      -   0.99991781  x   0.99997627  =   0.99989408
 AZ0670
 AZ0670|---------------------------------------------------------------------|
 AZ0670| PID    Reference Object                     Distance      Geod. Az  |
 AZ0670|                                                           dddmmss.s |
 AZ0670| CV5800 WHITE ET RM 1                        16.998 METERS 08704     |
 AZ0670| AZ0467 MARK                                APPROX. 8.2 KM 1842153.5 |
 AZ0670| CV5801 WHITE ET RM 2                        15.980 METERS 26713     |
 AZ0670|---------------------------------------------------------------------|
 AZ0670
 AZ0670                          SUPERSEDED SURVEY CONTROL
 AZ0670
 AZ0670  NAD 83(1986)-  29 47 52.55261(N)    100 48 24.51978(W) AD(       ) 2
 AZ0670  NAD 27      -  29 47 51.77998(N)    100 48 23.16261(W) AD(       ) 2
 AZ0670  NGVD 29 (07/19/86)  545.9    (m)         1791.     (f) VERT ANG       
 AZ0670
 AZ0670.Superseded values are not recommended for survey control.
 AZ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0670.See file dsdata.txt to determine how the superseded data were derived.
 AZ0670
 AZ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT2537097764(NAD 83)
 AZ0670_MARKER: DD = SURVEY DISK
 AZ0670_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0670
 AZ0670  HISTORY     - Date     Condition        Report By
 AZ0670  HISTORY     - 1971     MONUMENTED       USGS
 AZ0670
 AZ0670                          STATION DESCRIPTION
 AZ0670
 AZ0670'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0670'THE STATION IS LOCATED NORTH 88 DEGREES WEST, 8 MILES AIRLINE
 AZ0670'DISTANCE FROM CARTA VALLEY, TEXAS, AND 0.2 MILES EAST OF
 AZ0670'U.S. HIGHWAY 277, ON THE WEST END OF A ROCKY EAST-WEST TOP
 AZ0670'MANAGED BY F. H. WHITEHEAD JR., DEL RIO, TEXAS.
 AZ0670'
 AZ0670'TO REACH FROM CARTA VALLEY, TEXAS, GO 10.5 MILES SOUTHWEST
 AZ0670'ALONG U.S. HIGHWAY 377 TO JUNCTION WITH U.S. HIGHWAY 277, GO 4.6
 AZ0670'MILES NORTH ON U.S. HIGHWAY 277 TO A LOCKED GATE ON THE RIGHT
 AZ0670'(EAST), GO 0.3 MILES SOUTHEAST ON PRIVATE DRIVE TO A DOUBLE-POLE
 AZ0670'POWERLINE CROSSING THE ROAD, GO 0.5 MILES NORTH-NORTHEAST
 AZ0670'ALONG POWERLINE TO CREST AND STATION SITE.  210 FEET WEST OF
 AZ0670'POWERLINE, AND 7 FEET EAST OF A USGS WITNESS SIGN MOUNTED ON A
 AZ0670'METAL POST.
 AZ0670'
 AZ0670'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET
 AZ0670'IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.
 AZ0670'
 AZ0670'STATION MARK--TABLET STAMPED, WHITE ET 1971.
 AZ0670'
 AZ0670'REFERENCE MARK NO. 1--TABLET STAMPED, WHITE ET 1971-NO. 1.
 AZ0670'
 AZ0670'REFERENCE MARK NO. 2--TABLET STAMPED, WHITE ET 1971-NO. 2.
 AZ0670'
 AZ0670'STATION MARK USC AND GS 1918, IS VISIBLE FROM THE GROUND AT THIS
 AZ0670'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0670'MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0783 ***********************************************************************
 CV0783  DESIGNATION -  WHITE ET
 CV0783  PID         -  CV0783
 CV0783  STATE/COUNTY-  TX/GAINES
 CV0783  USGS QUAD   -  ASHMORE (1969)
 CV0783
 CV0783                         *CURRENT SURVEY CONTROL
 CV0783  ___________________________________________________________________
 CV0783* NAD 83(1993)-  32 54 07.99871(N)    102 15 42.51185(W)     ADJUSTED  
 CV0783* NAVD 88     -       966.8    (meters)    3172.     (feet)  VERTCON   
 CV0783  ___________________________________________________________________
 CV0783  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 CV0783  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CV0783
 CV0783  HORZ ORDER  -  SECOND
 CV0783
 CV0783.The horizontal coordinates were established by classical geodetic methods
 CV0783.and adjusted by the National Geodetic Survey in February 1996..
 CV0783
 CV0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0783
 CV0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0783
 CV0783.The geoid height was determined by GEOID03.
 CV0783
 CV0783;                    North         East     Units Scale Factor Converg.
 CV0783;SPC TXNC     - 2,143,310.072   248,178.450   MT  0.99987600   -2 03 06.0
 CV0783;SPC TXNC     - 7,031,843.13    814,232.13   sFT  0.99987600   -2 03 06.0
 CV0783;UTM  13      - 3,643,773.229   756,112.441   MT  1.00040886   +1 29 17.6
 CV0783
 CV0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0783!SPC TXNC     -   0.99985187  x   0.99987600  =   0.99972788
 CV0783!UTM  13      -   0.99985187  x   1.00040886  =   1.00026067
 CV0783
 CV0783:                Primary Azimuth Mark                     Grid Az
 CV0783:SPC TXNC     -  ADAIR ET                                 008 49 27.8
 CV0783:UTM  13      -  ADAIR ET                                 005 17 04.2
 CV0783
 CV0783|---------------------------------------------------------------------|
 CV0783| PID    Reference Object                     Distance      Geod. Az  |
 CV0783|                                                           dddmmss.s |
 CV0783| CV0782 ADAIR ET                            APPROX. 6.9 KM 0064621.8 |
 CV0783| CH9912 WHITE ET RM 1                        13.845 METERS 26948     |
 CV0783| CV0787 LOOP WATER TANK                     APPROX.14.7 KM 2784644.0 |
 CV0783| CH9913 WHITE ET RM 2                        13.030 METERS 35840     |
 CV0783|---------------------------------------------------------------------|
 CV0783
 CV0783                          SUPERSEDED SURVEY CONTROL
 CV0783
 CV0783  NAD 83(1986)-  32 54 08.00739(N)    102 15 42.50471(W) AD(       ) 2
 CV0783  NAD 27      -  32 54 07.66749(N)    102 15 40.86142(W) AD(       ) 2
 CV0783  NGVD 29 (07/19/86)  966.5    (m)         3171.     (f) VERT ANG       
 CV0783
 CV0783.Superseded values are not recommended for survey control.
 CV0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0783.See file dsdata.txt to determine how the superseded data were derived.
 CV0783
 CV0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5611243773(NAD 83)
 CV0783_MARKER: DD = SURVEY DISK
 CV0783_SETTING: 0 = UNSPECIFIED SETTING
 CV0783
 CV0783  HISTORY     - Date     Condition        Report By
 CV0783  HISTORY     - 1968     MONUMENTED       USGS
 CV0783
 CV0783                          STATION DESCRIPTION
 CV0783
 CV0783'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0783'THE STATION IS LOCATED SOUTH 81 DEG EAST ABOUT 17.4 MILES AIRLINE
 CV0783'FROM THE GRAIN ELEVATOR AT SEAGRAVES, TEXAS.
 CV0783'
 CV0783'TO REACH FROM THE ELEVATOR AT SEAGRAVES, GO 17.6 MILES EAST ON
 CV0783'STATE HIGHWAY 83 TO FARM-TO-MARKET ROAD 1067, TURN RIGHT AND
 CV0783'GO 0.9 MILE SOUTH TO CREST OF HILL AND THE STATION SITE ABOUT 500
 CV0783'FEET RIGHT WEST.  THE STATION IS 7 FEET NORTH OF A USGS WITNESS
 CV0783'SIGN MOUNTED ON A METAL POST.
 CV0783'
 CV0783'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 CV0783'DRIVEN TO A DEPTH OF 15 FEET CENTERED IN AN ORANGEBURG TILE, 6
 CV0783'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 CV0783'IS FLUSH WITH THE GROUND AND IS STAMPED WHITE ET 1968.
 CV0783'
 CV0783'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CV0783'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 CV0783'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 CV0783'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED WHITE
 CV0783'ET 1968 - 1.
 CV0783'
 CV0783'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CV0783'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 CV0783'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 CV0783'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED WHITE
 CV0783'ET 1968 - 2.
 CV0783'
 CV0783'THE DISTANCE BETWEEN REFERENCE MARKS IS 61.76 FEET (18.823 METERS).
 CV0783'
 CV0783'STATION ADAIR ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE
 CV0783'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1299 ***********************************************************************
 DM1299  DESIGNATION -  WHITE OAK
 DM1299  PID         -  DM1299
 DM1299  STATE/COUNTY-  TX/RED RIVER
 DM1299  USGS QUAD   -  AVERY (1951)
 DM1299
 DM1299                         *CURRENT SURVEY CONTROL
 DM1299  ___________________________________________________________________
 DM1299* NAD 83(1993)-  33 34 26.92231(N)    094 50 24.62973(W)     ADJUSTED  
 DM1299* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 DM1299  ___________________________________________________________________
 DM1299  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DM1299  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DM1299
 DM1299  HORZ ORDER  -  FIRST
 DM1299
 DM1299.The horizontal coordinates were established by classical geodetic methods
 DM1299.and adjusted by the National Geodetic Survey in February 1996..
 DM1299
 DM1299.The orthometric height was scaled from a topographic map.
 DM1299
 DM1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1299
 DM1299.The geoid height was determined by GEOID03.
 DM1299
 DM1299;                    North         East     Units Scale Factor Converg.
 DM1299;SPC TXNC     - 2,217,441.410   939,692.128   MT  0.99991409   +1 59 45.8
 DM1299;SPC TXNC     - 7,275,055.69  3,082,973.26   sFT  0.99991409   +1 59 45.8
 DM1299;UTM  15      - 3,716,456.709   329,209.030   MT  0.99995962   -1 01 04.4
 DM1299
 DM1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1299!SPC TXNC     -   0.99998100  x   0.99991409  =   0.99989509
 DM1299!UTM  15      -   0.99998100  x   0.99995962  =   0.99994062
 DM1299
 DM1299|---------------------------------------------------------------------|
 DM1299| PID    Reference Object                     Distance      Geod. Az  |
 DM1299|                                                           dddmmss.s |
 DM1299| CX7391 WHITE OAK RM 1                       34.860 METERS 17807     |
 DM1299| DM1301 ANNONA MUNICIPAL TANK               APPROX. 7.3 KM 2770719.5 |
 DM1299| CX7390 WHITE OAK AZ MK                                    2801205.8 |
 DM1299| CX7392 WHITE OAK RM 2                       34.439 METERS 29040     |
 DM1299|---------------------------------------------------------------------|
 DM1299
 DM1299                          SUPERSEDED SURVEY CONTROL
 DM1299
 DM1299  NAD 83(1993)-  33 34 26.92283(N)    094 50 24.62933(W) AD(       ) 1
 DM1299  NAD 83(1986)-  33 34 26.93020(N)    094 50 24.61627(W) AD(       ) 1
 DM1299  NAD 27      -  33 34 26.53200(N)    094 50 23.84700(W) AD(       ) 1
 DM1299
 DM1299.Superseded values are not recommended for survey control.
 DM1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1299.See file dsdata.txt to determine how the superseded data were derived.
 DM1299
 DM1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2920916457(NAD 83)
 DM1299_MARKER: DS = TRIANGULATION STATION DISK
 DM1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1299
 DM1299  HISTORY     - Date     Condition        Report By
 DM1299  HISTORY     - 1951     MONUMENTED       CGS
 DM1299  HISTORY     - 1952     GOOD             CGS
 DM1299  HISTORY     - 1956     GOOD             CGS
 DM1299  HISTORY     - 1969     MARK NOT FOUND   USAF
 DM1299
 DM1299                          STATION DESCRIPTION
 DM1299
 DM1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1299'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF THE SMALL
 DM1299'VILLAGE OF ANNONA, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 82.
 DM1299'IT IS 62 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 82,
 DM1299'29 FEET EAST NORTHEAST OF AN OAK TREE WITH A TRIANGLE BLAZE
 DM1299'AND 15 FEET SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 DM1299'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED WHITE OAK
 DM1299'1951.
 DM1299'
 DM1299'REFERENCE MARK NO. 1 IS 48 FEET SOUTH OF THE CENTERLINE OF
 DM1299'U.S. HIGHWAY 82 AND 4 FEET SOUTHWEST OF AN 8 INCH OAK TREE.  THE
 DM1299'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WHITE
 DM1299'OAK NO 1 1951.
 DM1299'
 DM1299'REFERENCE MARK NO. 2 IS 79 FEET NORTH OF THE CENTERLINE OF
 DM1299'U.S. HIGHWAY 82 AND 4 FEET WEST SOUTHWEST OF A 4 INCH OAK
 DM1299'TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 DM1299'WHITE OAK NO 2 1951.
 DM1299'
 DM1299'AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTERLINE OF U.S.
 DM1299'HIGHWAY 82 AND 22 FEET EAST NORTHEAST OF A SMALL HICKORY
 DM1299'TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 DM1299'STAMPED WHITE OAK 1951.
 DM1299'
 DM1299'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 DM1299'AND STATE ROUTE 44 IN THE NORTH EDGE OF ANNONA, GO EAST ON
 DM1299'U.S. HIGHWAY 82 FOR 5.1 MILES TO THE AZIMUTH MARK ON THE
 DM1299'SOUTH SIDE OF ROAD AS DESCRIBED.  CONTINUE EAST ON U.S. HIGHWAY
 DM1299'82 FOR 0.3 MILE TO STATION ON NORTH SIDE AS DESCRIBED.
 DM1299'
 DM1299'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1299
 DM1299                          STATION RECOVERY (1952)
 DM1299
 DM1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1299'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.T. IN 1951 AND
 DM1299'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DIRECTIONS
 DM1299'TO THE REFERENCE MARKS AND AZIMUTH MARK WAS NOT TAKEN.  THE
 DM1299'DISTANCE TO THE REFERENCE MARKS WAS CHECKED.  THE ORIGINAL
 DM1299'DESCRIPTION IS ADEQUATE.
 DM1299
 DM1299                          STATION RECOVERY (1956)
 DM1299
 DM1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1299'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1299'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1299'TO STATION SITE ARE CORRECT.
 DM1299
 DM1299                          STATION RECOVERY (1969)
 DM1299
 DM1299'RECOVERY NOTE BY US AIR FORCE 1969
 DM1299'STATION, REFERENCE MARKS, AND THE AZIMUTH MARK COULD NOT BE
 DM1299'FOUND FOLLOWING A THOROUGH SEARCH.  ROAD CONSTRUCTION IN
 DM1299'THE AREA MAY HAVE DESTROYED THE MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1209 ***********************************************************************
 CR1209  DESIGNATION -  WHITE OAK MUNICIPAL TANK
 CR1209  PID         -  CR1209
 CR1209  STATE/COUNTY-  TX/GREGG
 CR1209  USGS QUAD   -  WHITE OAK (1978)
 CR1209
 CR1209                         *CURRENT SURVEY CONTROL
 CR1209  ___________________________________________________________________
 CR1209* NAD 83(1993)-  32 31 46.30982(N)    094 51 44.68587(W)     ADJUSTED  
 CR1209* NAVD 88     -                                                        
 CR1209  ___________________________________________________________________
 CR1209  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CR1209  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR1209
 CR1209  HORZ ORDER  -  THIRD
 CR1209
 CR1209.The horizontal coordinates were established by classical geodetic methods
 CR1209.and adjusted by the National Geodetic Survey in February 1996..
 CR1209
 CR1209
 CR1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1209
 CR1209.The geoid height was determined by GEOID03.
 CR1209
 CR1209;                    North         East     Units Scale Factor Converg.
 CR1209;SPC TXNC     - 2,101,598.929   941,639.194   MT  0.99991386   +1 59 02.1
 CR1209;SPC TXNC     - 6,894,995.82  3,089,361.26   sFT  0.99991386   +1 59 02.1
 CR1209;UTM  15      - 3,600,661.580   325,090.598   MT  0.99997726   -1 00 06.3
 CR1209
 CR1209                          SUPERSEDED SURVEY CONTROL
 CR1209
 CR1209  NAD 83(1986)-  32 31 46.31757(N)    094 51 44.67295(W) AD(       ) 4
 CR1209  NAD 27      -  32 31 45.79100(N)    094 51 43.91300(W) AD(       ) 3
 CR1209
 CR1209.Superseded values are not recommended for survey control.
 CR1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1209.See file dsdata.txt to determine how the superseded data were derived.
 CR1209
 CR1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2509100662(NAD 83)
 CR1209_MARKER: 51 = TANK
 CR1209
 CR1209  HISTORY     - Date     Condition        Report By
 CR1209  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1209  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR1209
 CR1209                          STATION DESCRIPTION
 CR1209
 CR1209'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0309 ***********************************************************************
 AH0309  DESIGNATION -  WHITE POINT
 AH0309  PID         -  AH0309
 AH0309  STATE/COUNTY-  TX/SAN PATRICIO
 AH0309  USGS QUAD   -  TAFT (1975)
 AH0309
 AH0309                         *CURRENT SURVEY CONTROL
 AH0309  ___________________________________________________________________
 AH0309* NAD 83(1993)-  27 52 40.01702(N)    097 28 43.49428(W)     ADJUSTED  
 AH0309* NAVD 88     -        18.84   (+/-2cm)      61.8    (feet)  VERTCON   
 AH0309  ___________________________________________________________________
 AH0309  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AH0309  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AH0309
 AH0309  HORZ ORDER  -  THIRD
 AH0309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0309
 AH0309.The horizontal coordinates were established by classical geodetic methods
 AH0309.and adjusted by the National Geodetic Survey in February 1996..
 AH0309
 AH0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0309.The vertical order pertains to the NGVD 29 superseded value.
 AH0309
 AH0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0309
 AH0309.The geoid height was determined by GEOID03.
 AH0309
 AH0309;                    North         East     Units Scale Factor Converg.
 AH0309;SPC TX S     - 5,245,389.865   400,565.386   MT  1.00001155   +0 27 49.2
 AH0309;SPC TX S     -17,209,249.92  1,314,188.27   sFT  1.00001155   +0 27 49.2
 AH0309;UTM  14      - 3,084,593.546   649,751.685   MT  0.99987680   +0 42 41.2
 AH0309
 AH0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0309!SPC TX S     -   1.00000123  x   1.00001155  =   1.00001279
 AH0309!UTM  14      -   1.00000123  x   0.99987680  =   0.99987803
 AH0309
 AH0309                          SUPERSEDED SURVEY CONTROL
 AH0309
 AH0309  NAD 83(1986)-  27 52 40.02382(N)    097 28 43.47170(W) AD(       ) 3
 AH0309  NAD 27      -  27 52 38.94200(N)    097 28 42.49300(W) AD(       ) 3
 AH0309  NGVD 29 (??/??/92)   19.025  (m)           62.42   (f) ADJ UNCH    2 0
 AH0309
 AH0309.Superseded values are not recommended for survey control.
 AH0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0309.See file dsdata.txt to determine how the superseded data were derived.
 AH0309
 AH0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4975284594(NAD 83)
 AH0309_MARKER: DB = BENCH MARK DISK
 AH0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0309_STAMPING: WHITE POINT 1934
 AH0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0309+STABILITY: SURFACE MOTION
 AH0309
 AH0309  HISTORY     - Date     Condition        Report By
 AH0309  HISTORY     - 1933     MONUMENTED       CGS
 AH0309  HISTORY     - 1940     GOOD             CGS
 AH0309  HISTORY     - 1942     GOOD             CGS
 AH0309  HISTORY     - 1947     GOOD             PHILIP
 AH0309  HISTORY     - 1949     GOOD             CGS
 AH0309  HISTORY     - 1949     GOOD             NGS
 AH0309  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0309
 AH0309                          STATION DESCRIPTION
 AH0309
 AH0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH0309'STATION IS LOCATED ABOUT 7 MILES NW OF THE PLAZA HOTEL IN
 AH0309'CORPUS CHRISTI, ABOUT 9.5 MILES W OF PORTLAND, ON THE N
 AH0309'SHORE OF NUECES BAY.  IT IS ON THE RACHAEL RANCH.  IT IS
 AH0309'0.5 MILE WNW OF THE RANCH HOUSE, 450 METERS ENE OF BLUFF
 AH0309'AT BAY SHORE, 115 METERS N OF MEXICANS SHACK, 38 METERS
 AH0309'N OF ABANDONED OIL WELL, AND 1-1/2 MILES N OF WHITE POINT.
 AH0309'
 AH0309'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH0309'NO REFERENCE MARK WAS SET.
 AH0309'
 AH0309'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH0309'SILVER OIL TANKS (0.5 MILE DISTANT), 48 DEG.  GABLE ON RACHAELS
 AH0309'RANCH HOUSE (0.5 MILE DISTANT), 109 DEG.  GABLE ON MEXICAN
 AH0309'SHACK (115 METERS DISTANT), 177 DEG.
 AH0309'
 AH0309'HEIGHT OF LIGHT ABOVE STATION MARK - 7.6 METERS.
 AH0309
 AH0309                          STATION RECOVERY (1940)
 AH0309
 AH0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WPM)
 AH0309'RECOVERED.
 AH0309
 AH0309                          STATION RECOVERY (1942)
 AH0309
 AH0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AH0309'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AH0309'CONDITION.
 AH0309'
 AH0309'STATION IS ABOUT 0.1 MILE NW OF INTERSECTION OF OLD PORTLAND-ODEM
 AH0309'WAGON ROAD WITH ROAD LEADING N.  IT IS ABOUT 175 FEET W
 AH0309'OF THE CENTER LINE OF ROAD LEADING N, ABOUT 37 FEET S OF
 AH0309'A GAS WELL, ABOUT 29 FEET N OF SMALL GALVANIZED-IRON BUILDING,
 AH0309'6.9 FEET S OF OIL LINE BETWEEN BUILDING AND GAS WELL, AND
 AH0309'5 FEET SE OF A 4- BY 4-INCH WOODEN WITNESS POST.  MARK IS
 AH0309'STAMPED WHITE PT. 1934 AND THE TOP OF THE MONUMENT IS ABOUT
 AH0309'FLUSH WITH THE SURFACE OF THE GROUND.
 AH0309'
 AH0309'NO REFERENCE MARKS WERE FOUND.
 AH0309'
 AH0309'TO REACH STATION FROM THE SOUTHERN PACIFIC CO. RAILROAD
 AH0309'STATION AT TAFT, PROCEED 5.7 MILES SW ALONG OILED ROAD TOWARDS
 AH0309'ODEM TO INTERSECTION OF OILED CROSS ROAD, THEN GO 4.0 MILES
 AH0309'S ALONG ROAD TO THE SECOND GAS WELL ON THE W SIDE OF ROAD
 AH0309'AND THE SITE OF THE STATION.
 AH0309
 AH0309                          STATION RECOVERY (1947)
 AH0309
 AH0309'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (LJD)
 AH0309'RECOVERED MAY 1, 1947 BY L.J. DITTEMORE AND C.W. MC COLLISTER
 AH0309'OF PHILLIPS PETROLEUM CO., AUSTIN, TEXAS.  COPY OF DATA
 AH0309'ON BENCH-MARK RECOVERY CARD.
 AH0309'
 AH0309'PROCEED TO ROSITA RANCH HOUSE, AND FROM ROAD W AT SE CORNER
 AH0309'OF HOUSE, PROCEED W TO NEWLY GRADED ROAD.  THENCE N TO THE
 AH0309'FIRST ORIFICE METER SETTING ON THE W SIDE OF GRADED ROAD.
 AH0309'STATION IS IMMEDIATELY S OF METER SETTING.
 AH0309
 AH0309                          STATION RECOVERY (1949)
 AH0309
 AH0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH0309'STATION WAS RECOVERED IN GOOD CONDITION EXCEPT FOR THE DISK
 AH0309'HAVING BEEN SCARRED BY AN IMPLEMENT OF SOME TYPE.  THE NAME
 AH0309'AND DATE STAMPED ON THE DISK IS STILL LEGIBLE.  A COMPLETE
 AH0309'NEW DESCRIPTION FOLLOWS--
 AH0309'
 AH0309'STATION IS LOCATED ABOUT 6 MILES SW FROM TAFT ALONG FARM
 AH0309'ROAD 631, THENCE ABOUT 2.7 MILES S ALONG A PAVED ROAD TO
 AH0309'THE END OF PAVEMENT, THENCE ABOUT 1-3/4 MILES S ALONG DIRT
 AH0309'ROAD TO THE STATION.  SITE OF THE STATION IS THAT OF THE TEXAS
 AH0309'COAST OIL COMPANYS WHITE POINT DEVELOPMENT NO. 1, ABOUT
 AH0309'175 FEET W OF THE CENTER LINE OF THE DIRT ROAD, ABOUT 37
 AH0309'FEET S OF A RUN DOWN LEVEE THAT USED TO SURROUND OIL STORAGE
 AH0309'TANKS, 18.6 FEET W OF A SMALL GALVANIZED-IRON BUILDING, AND
 AH0309'9.0 FEET S OF AN IRON PIPE FROM GAS WELL TO SMALL BUILDING.
 AH0309'IT IS 130.8 FEET SE OF THE CENTER OF THE LOWER VALVE ON
 AH0309'THE CASING HEAD OF THE GAS WELL AND 4.0 FEET S OF A 4- BY
 AH0309'4-INCH WHITE WOODEN WITNESS POST.  A STANDARD BENCH-MARK
 AH0309'DISK, STAMPED WHITE POINT 1934, SET IN THE TOP OF A
 AH0309'SQUARE POST OF CONCRETE FLUSH WITH THE SURFACE OF THE
 AH0309'GROUND.
 AH0309'
 AH0309'THE OBJECTS TO WHICH MAGNETIC BEARINGS WERE TAKEN IN 1934
 AH0309'ARE NO LONGER VISIBLE FROM THE GROUND AT THE STATION.
 AH0309'
 AH0309'TO REACH THE STATION FROM THE SOUTHERN PACIFIC CO. RAILROAD
 AH0309'STATION IN TAFT, PROCEED 5.7 MILES SW ALONG OILED ROAD TOWARD
 AH0309'ODEM TO INTERSECTION OF OILED CROSS ROAD, THEN GO 4.0 MILES
 AH0309'S ALONG ROAD AND PAST END OF PAVEMENT TO THE SECOND GAS
 AH0309'WELL ON THE W SIDE OF THE ROAD AND THE SITE OF THE STATION.
 AH0309
 AH0309                          STATION RECOVERY (1949)
 AH0309
 AH0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0309'11.0 MI SW FROM TAFT.
 AH0309'ABOUT 6 MILES SW FROM TAFT ALONG FARM ROAD 631, THENCE ABOUT 2.7 MILES
 AH0309'S ALONG A PAVED ROAD TO THE END OF PAVEMENT, THENCE ABOUT 1.7 MILES S
 AH0309'ALONG DIRT ROAD.  ABOUT 175 FT. W OF CENTERLINE OF DIRT ROAD, ABOUT 37
 AH0309'FT. S OF A RUN-DOWN LEVEE THAT ONCE WAS AROUND STORAGE TANKS, 18.6 FT.
 AH0309'W OF SMALL GALVANIZED-IRON BUILDING, 24.0 FT. SE OF GAS WELL, 9.0 FT.
 AH0309'S OF LOI LINE BETWEEN BUILDING AND GAS WELL, AND 4.0 FT. S OF A WHITE
 AH0309'WOODEN WITNESS POST.  A STANDARD BENCH MARK DISK STAMPED WHITE PT.
 AH0309'1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 AH0309'GROUND.  NOTE-- MONUMENT IS FIRMLY IMBEDDED IN GROUND, MARK IS
 AH0309'BATTERED.
 AH0309
 AH0309                          STATION RECOVERY (1968)
 AH0309
 AH0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RVS)
 AH0309'SEARCHED FOR, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0785 ***********************************************************************
 CA0785  DESIGNATION -  WHITE RM 1
 CA0785  PID         -  CA0785
 CA0785  STATE/COUNTY-  TX/MCCULLOCH
 CA0785  USGS QUAD   -  BRADY SW (1987)
 CA0785
 CA0785                         *CURRENT SURVEY CONTROL
 CA0785  ___________________________________________________________________
 CA0785* NAD 83(1986)-  31 01 34.     (N)    099 27 51.     (W)     SCALED    
 CA0785* NAVD 88     -       618.907  (meters)    2030.53   (feet)  ADJUSTED  
 CA0785  ___________________________________________________________________
 CA0785  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CA0785  DYNAMIC HT  -         618.063 (meters)    2027.76  (feet)  COMP
 CA0785  MODELED GRAV-     979,256.5   (mgal)                       NAVD 88
 CA0785
 CA0785  VERT ORDER  -  FIRST     CLASS II
 CA0785
 CA0785.The horizontal coordinates were scaled from a topographic map and have
 CA0785.an estimated accuracy of +/- 6 seconds.
 CA0785
 CA0785.The orthometric height was determined by differential leveling
 CA0785.and adjusted by the National Geodetic Survey in June 1991..
 CA0785
 CA0785.The geoid height was determined by GEOID03.
 CA0785
 CA0785.The dynamic height is computed by dividing the NAVD 88
 CA0785.geopotential number by the normal gravity value computed on the
 CA0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0785.degrees latitude (g = 980.6199 gals.).
 CA0785
 CA0785.The modeled gravity was interpolated from observed gravity values.
 CA0785
 CA0785;                    North         East    Units  Estimated Accuracy
 CA0785;SPC TX C     - 3,151,030.      782,980.      MT  (+/- 180 meters Scaled)
 CA0785
 CA0785                          SUPERSEDED SURVEY CONTROL
 CA0785
 CA0785.No superseded survey control is available for this station.
 CA0785
 CA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV557325(NAD 83)
 CA0785_MARKER: DR = REFERENCE MARK DISK
 CA0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0785_SP_SET: CONCRETE POST
 CA0785_STAMPING: WHITE NO 1 1935
 CA0785_MARK LOGO: CGS   
 CA0785_PROJECTION: PROJECTING 20 CENTIMETERS
 CA0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0785+STABILITY: SURFACE MOTION
 CA0785
 CA0785  HISTORY     - Date     Condition        Report By
 CA0785  HISTORY     - 1935     MONUMENTED       CGS
 CA0785  HISTORY     - 1981     GOOD             NGS
 CA0785
 CA0785                          STATION DESCRIPTION
 CA0785
 CA0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0785'19.9 KM (12.35 MI) SW FROM BRADY.
 CA0785'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0785'THE COURTHOUSE IN BRADY, THENCE 17.4 KM (10.8 MI) SOUTHWESTERLY ALONG
 CA0785'U.S. HIGHWAY 190, THENCE 0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD,
 CA0785'IN THE EAST LAWN OF THE MAR-DREY RANCH HOUSE, 0.2 KM (0.1 MI) NORTH OF
 CA0785'THE JUNCTION OF U.S. HIGHWAY 190 AND RANCH ROAD 1311, 36.0 METERS
 CA0785'(118.1 FT) SOUTH OF TRIANGULATION STATION WHITE, 16.2 METERS (53.1 FT)
 CA0785'WEST OF THE CENTER OF THE ROAD, 12.5 METERS (41.0 FT) SOUTHWEST OF THE
 CA0785'CENTER OF A DRIVEWAY AND METAL GATE AND 0.3 METER (1.0 FT) EAST OF AN
 CA0785'INFORMATION SIGN (BALLEW).
 CA0785'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0786 ***********************************************************************
 CA0786  DESIGNATION -  WHITE RM 2
 CA0786  PID         -  CA0786
 CA0786  STATE/COUNTY-  TX/MCCULLOCH
 CA0786  USGS QUAD   -  BRADY SW (1987)
 CA0786
 CA0786                         *CURRENT SURVEY CONTROL
 CA0786  ___________________________________________________________________
 CA0786* NAD 83(1986)-  31 01 36.     (N)    099 27 52.     (W)     SCALED    
 CA0786* NAVD 88     -       617.947  (meters)    2027.38   (feet)  ADJUSTED  
 CA0786  ___________________________________________________________________
 CA0786  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CA0786  DYNAMIC HT  -         617.104 (meters)    2024.62  (feet)  COMP
 CA0786  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 CA0786
 CA0786  VERT ORDER  -  FIRST     CLASS II
 CA0786
 CA0786.The horizontal coordinates were scaled from a topographic map and have
 CA0786.an estimated accuracy of +/- 6 seconds.
 CA0786
 CA0786.The orthometric height was determined by differential leveling
 CA0786.and adjusted by the National Geodetic Survey in June 1991..
 CA0786
 CA0786.The geoid height was determined by GEOID03.
 CA0786
 CA0786.The dynamic height is computed by dividing the NAVD 88
 CA0786.geopotential number by the normal gravity value computed on the
 CA0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0786.degrees latitude (g = 980.6199 gals.).
 CA0786
 CA0786.The modeled gravity was interpolated from observed gravity values.
 CA0786
 CA0786;                    North         East    Units  Estimated Accuracy
 CA0786;SPC TX C     - 3,151,090.      782,950.      MT  (+/- 180 meters Scaled)
 CA0786
 CA0786                          SUPERSEDED SURVEY CONTROL
 CA0786
 CA0786.No superseded survey control is available for this station.
 CA0786
 CA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV556326(NAD 83)
 CA0786_MARKER: DR = REFERENCE MARK DISK
 CA0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0786_SP_SET: CONCRETE POST
 CA0786_STAMPING: WHITE NO 2 1935
 CA0786_MARK LOGO: CGS   
 CA0786_PROJECTION: PROJECTING 20 CENTIMETERS
 CA0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0786+STABILITY: SURFACE MOTION
 CA0786
 CA0786  HISTORY     - Date     Condition        Report By
 CA0786  HISTORY     - 1935     MONUMENTED       CGS
 CA0786  HISTORY     - 1981     GOOD             NGS
 CA0786
 CA0786                          STATION DESCRIPTION
 CA0786
 CA0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0786'19.9 KM (12.35 MI) SW FROM BRADY.
 CA0786'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0786'THE COURTHOUSE IN BRADY, THENCE 17.4 KM (10.8 MI) SOUTHWESTERLY ALONG
 CA0786'U.S. HIGHWAY 190, THENCE 0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD,
 CA0786'IN THE NORTHWEST CORNER OF A CORRAL, 0.2 KM (0.1 MI) NORTH OF THE
 CA0786'JUNCTION OF U.S. HIGHWAY 190 AND RANCH ROAD 1311, 37.8 METERS (124.0
 CA0786'FT) WEST OF THE CENTER OF THE ROAD, 31.2 METERS (102.4 FT) NORTHWEST
 CA0786'OF TRIANGULATION STATION WHITE, 19.6 METERS (64.3 FT) WEST OF THE
 CA0786'CENTER OF A YELLOW WIRE GATE, 4.4 METERS (14.4 FT) EAST OF THE CENTER
 CA0786'OF A YELLOW WIRE GATE AND 0.4 METER (1.3 FT) SOUTH OF A FENCE.
 CA0786'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1303 ***********************************************************************
 DM1303  DESIGNATION -  WHITE ROCK
 DM1303  PID         -  DM1303
 DM1303  STATE/COUNTY-  TX/RED RIVER
 DM1303  USGS QUAD   -  WHITE ROCK (1950)
 DM1303
 DM1303                         *CURRENT SURVEY CONTROL
 DM1303  ___________________________________________________________________
 DM1303* NAD 83(1993)-  33 39 16.89167(N)    094 55 31.53181(W)     ADJUSTED  
 DM1303* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 DM1303  ___________________________________________________________________
 DM1303  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DM1303  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DM1303
 DM1303  HORZ ORDER  -  FIRST
 DM1303
 DM1303.The horizontal coordinates were established by classical geodetic methods
 DM1303.and adjusted by the National Geodetic Survey in February 1996..
 DM1303
 DM1303.The orthometric height was scaled from a topographic map.
 DM1303
 DM1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1303
 DM1303.The geoid height was determined by GEOID03.
 DM1303
 DM1303;                    North         East     Units Scale Factor Converg.
 DM1303;SPC TXNC     - 2,226,096.994   931,478.655   MT  0.99992788   +1 56 58.4
 DM1303;SPC TXNC     - 7,303,453.22  3,056,026.22   sFT  0.99992788   +1 56 58.4
 DM1303;UTM  15      - 3,725,532.875   321,461.821   MT  0.99999298   -1 04 02.4
 DM1303
 DM1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1303!SPC TXNC     -   0.99998196  x   0.99992788  =   0.99990984
 DM1303!UTM  15      -   0.99998196  x   0.99999298  =   0.99997494
 DM1303
 DM1303|---------------------------------------------------------------------|
 DM1303| PID    Reference Object                     Distance      Geod. Az  |
 DM1303|                                                           dddmmss.s |
 DM1303| CX7394 WHITE ROCK RM 1                      23.140 METERS 03738     |
 DM1303| CX7393 WHITE ROCK AZ MK                                   2204610.4 |
 DM1303| CX7395 WHITE ROCK RM 2                      33.790 METERS 30145     |
 DM1303| DM1327 TEXAS FOREST SERVICE LOT 62         APPROX.16.0 KM 3105809.1 |
 DM1303|---------------------------------------------------------------------|
 DM1303
 DM1303                          SUPERSEDED SURVEY CONTROL
 DM1303
 DM1303  NAD 83(1993)-  33 39 16.89187(N)    094 55 31.53155(W) AD(       ) 1
 DM1303  NAD 83(1986)-  33 39 16.89981(N)    094 55 31.51838(W) AD(       ) 1
 DM1303  NAD 27      -  33 39 16.51000(N)    094 55 30.73600(W) AD(       ) 1
 DM1303
 DM1303.Superseded values are not recommended for survey control.
 DM1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1303.See file dsdata.txt to determine how the superseded data were derived.
 DM1303
 DM1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2146225533(NAD 83)
 DM1303_MARKER: DS = TRIANGULATION STATION DISK
 DM1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1303
 DM1303  HISTORY     - Date     Condition        Report By
 DM1303  HISTORY     - 1951     MONUMENTED       CGS
 DM1303  HISTORY     - 1956     GOOD             CGS
 DM1303  HISTORY     - 1969     GOOD             USAF
 DM1303
 DM1303                          STATION DESCRIPTION
 DM1303
 DM1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1303'STATION IS LOCATED ABOUT 9 MILES EAST NORTHEAST OF CLARKSVILLE
 DM1303'AND 0.3 MILE NORTHEAST OF THE WHITE ROCK COUNTRY STORE ON THE
 DM1303'RIGHT OF WAY OF IMPROVED DIRT ROAD.  STATION IS 65 FEET SOUTHEAST
 DM1303'OF THE APPROXIMATE CENTERLINE OF ROAD AND 3 FEET NORTHWEST OF
 DM1303'FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 DM1303'WHITE ROCK 1951.
 DM1303'
 DM1303'REFERENCE MARK NO. 1 IS 73 FEET SOUTHEAST OF THE APPROXIMATE
 DM1303'CENTERLINE OF ROAD AND 1 FOOT NORTHWEST OF FENCE.  THE MARK
 DM1303'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED WHITE ROCK
 DM1303'NO 1 1951.
 DM1303'
 DM1303'REFERENCE MARK NO. 2 IS 47 FEET NORTHWEST OF THE APPROXIMATE
 DM1303'CENTERLINE OF ROAD AND IN FENCELINE.  THE MARK PROJECTS ABOUT
 DM1303'5 INCHES AND THE DISK IS STAMPED WHITE ROCK NO 2 1951.
 DM1303'
 DM1303'AZIMUTH MARK IS 80 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 DM1303'OF ROAD AND 39 FEET NORTH OF FENCE.  THE MARK PROJECTS ABOUT
 DM1303'4 INCHES AND THE DISK IS STAMPED WHITE ROCK 1951.
 DM1303'
 DM1303'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN CLARKSVILLE
 DM1303'GO EAST ON U.S. HIGHWAY 82 FOR 1.45 MILES TO FARM ROAD 114.
 DM1303'TAKE LEFT FORK ON FARM ROAD 114 FOR 5.25 MILES TO ROAD LEFT.
 DM1303'TURN LEFT AND GO NORTH NORTHEAST FOR 1.6 MILES TO FORKS.
 DM1303'TAKE RIGHT FORK ON MAIN ROAD FOR 0.6 MILE TO AZIMUTH MARK ON
 DM1303'RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTHEAST
 DM1303'FOR 0.2 MILE TO STATION ON RIGHT OR SOUTHEAST SIDE OF ROAD
 DM1303'AS DESCRIBED.
 DM1303'
 DM1303'A 100 FOOT SIGNAL AT STATION WHITE OAK IS V.G.
 DM1303'
 DM1303'A 100 FOOT SIGNAL AT STATION CLARK IS V.G.
 DM1303'
 DM1303'A 100 FOOT SIGNAL AT STATION NEGLEY IS V.G.
 DM1303'
 DM1303'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1303
 DM1303                          STATION RECOVERY (1956)
 DM1303
 DM1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1303'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1303'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1303'TO STATION SITE ARE CORRECT.
 DM1303
 DM1303                          STATION RECOVERY (1969)
 DM1303
 DM1303'RECOVERY NOTE BY US AIR FORCE 1969
 DM1303'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 DM1303'RECOVERED IN GOOD CONDITION.  THE ROUTE DESCRIPTION WAS
 DM1303'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3025 ***********************************************************************
 CS3025  DESIGNATION -  WHITE SETTLEMENT WATER TANK
 CS3025  PID         -  CS3025
 CS3025  STATE/COUNTY-  TX/TARRANT
 CS3025  USGS QUAD   -  LAKE WORTH (1982)
 CS3025
 CS3025                         *CURRENT SURVEY CONTROL
 CS3025  ___________________________________________________________________
 CS3025* NAD 83(1993)-  32 45 45.28499(N)    097 27 58.34565(W)     ADJUSTED  
 CS3025* NAVD 88     -                                                        
 CS3025  ___________________________________________________________________
 CS3025  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CS3025  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CS3025
 CS3025  HORZ ORDER  -  THIRD
 CS3025
 CS3025.The horizontal coordinates were established by classical geodetic methods
 CS3025.and adjusted by the National Geodetic Survey in February 1996..
 CS3025
 CS3025
 CS3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3025
 CS3025.The geoid height was determined by GEOID03.
 CS3025
 CS3025;                    North         East     Units Scale Factor Converg.
 CS3025;SPC TXNC     - 2,122,002.158   696,856.514   MT  0.99988527   +0 33 49.8
 CS3025;SPC TXNC     - 6,961,935.41  2,286,270.08   sFT  0.99988527   +0 33 49.8
 CS3025;UTM  14      - 3,626,007.752   643,670.222   MT  0.99985452   +0 49 48.6
 CS3025
 CS3025                          SUPERSEDED SURVEY CONTROL
 CS3025
 CS3025  NAD 83(1993)-  32 45 45.28773(N)    097 27 58.32908(W) AD(       ) 4
 CS3025  NAD 83(1986)-  32 45 45.28825(N)    097 27 58.32885(W) AD(       ) 4
 CS3025  NAD 27      -  32 45 44.82322(N)    097 27 57.24786(W) AD(       ) 3
 CS3025
 CS3025.Superseded values are not recommended for survey control.
 CS3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3025.See file dsdata.txt to determine how the superseded data were derived.
 CS3025
 CS3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4367026008(NAD 83)
 CS3025_MARKER: 53 = ELEVATED TANK
 CS3025
 CS3025  HISTORY     - Date     Condition        Report By
 CS3025  HISTORY     - 1953     FIRST OBSERVED   CGS
 CS3025  HISTORY     - 19910504 MARK NOT FOUND   USPSQD
 CS3025
 CS3025                          STATION DESCRIPTION
 CS3025
 CS3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3025'STATION IS AN ALUMINUM PAINTED TANK, SUPPORTED BY FOUR LEGS,
 CS3025'ABOUT 100 FT. HIGH, AND LOCATED IN THE NW PART OF THE TOWN
 CS3025'OF WHITE SETTLEMENT.  THE POINT OBSERVED WAS THE APEX OF THE TANK.
 CS3025
 CS3025                          STATION RECOVERY (1991)
 CS3025
 CS3025'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1376 ***********************************************************************
 AJ1376  DESIGNATION -  WHITE WINDMILL SW OF STA ORVIL
 AJ1376  PID         -  AJ1376
 AJ1376  STATE/COUNTY-  TX/WEBB
 AJ1376  USGS QUAD   -  LAREDO EAST (1980)
 AJ1376
 AJ1376                         *CURRENT SURVEY CONTROL
 AJ1376  ___________________________________________________________________
 AJ1376* NAD 83(1993)-  27 36 50.79919(N)    099 28 30.22454(W)     ADJUSTED  
 AJ1376* NAVD 88     -                                                        
 AJ1376  ___________________________________________________________________
 AJ1376  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AJ1376  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AJ1376
 AJ1376  HORZ ORDER  -  THIRD
 AJ1376
 AJ1376.The horizontal coordinates were established by classical geodetic methods
 AJ1376.and adjusted by the National Geodetic Survey in February 1996..
 AJ1376
 AJ1376
 AJ1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1376
 AJ1376.The geoid height was determined by GEOID03.
 AJ1376
 AJ1376;                    North         East     Units Scale Factor Converg.
 AJ1376;SPC TX S     - 5,216,136.481   203,757.150   MT  0.99995184   -0 26 33.7
 AJ1376;SPC TX S     -17,113,274.44    668,493.25   sFT  0.99995184   -0 26 33.7
 AJ1376;UTM  14      - 3,054,546.729   453,125.024   MT  0.99962712   -0 13 12.7
 AJ1376
 AJ1376                          SUPERSEDED SURVEY CONTROL
 AJ1376
 AJ1376  NAD 83(1986)-  27 36 50.79594(N)    099 28 30.19841(W) AD(       ) 4
 AJ1376  NAD 27      -  27 36 49.74200(N)    099 28 29.05400(W) AD(       ) 3
 AJ1376
 AJ1376.Superseded values are not recommended for survey control.
 AJ1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1376.See file dsdata.txt to determine how the superseded data were derived.
 AJ1376
 AJ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5312554547(NAD 83)
 AJ1376_MARKER: 66 = WINDMILL
 AJ1376
 AJ1376  HISTORY     - Date     Condition        Report By
 AJ1376  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1376  HISTORY     - 1944     GOOD             CGS
 AJ1376
 AJ1376                          STATION DESCRIPTION
 AJ1376
 AJ1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AJ1376'STATION IS LOCATED ABOUT 8 MILES N OF LAREDO AND 1.0 MILE
 AJ1376'E OF U.S. HIGHWAY 83.
 AJ1376'
 AJ1376'STATION CAN BE REACHED FROM LAREDO BY GOING N ON U.S. HIGHWAY
 AJ1376'83 FOR ABOUT 7.0 MILES TO A RAILROAD UNDERPASS.  TURN RIGHT
 AJ1376'JUST BEFORE ENTERING CUT AND FOLLOW DIRT ROAD FOR 0.2 MILE
 AJ1376'TO A FORK, TAKE LEFT FORK, PASS THROUGH A GATE AND FOLLOW
 AJ1376'TRACK ROAD E AND N FOR ABOUT 1.5 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6072 ***********************************************************************
 AW6072  DESIGNATION -  WHITEHEAD 1932
 AW6072  PID         -  AW6072
 AW6072  STATE/COUNTY-  TX/CHAMBERS
 AW6072  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW6072
 AW6072                         *CURRENT SURVEY CONTROL
 AW6072  ___________________________________________________________________
 AW6072* NAD 83(1993)-  29 34 26.80607(N)    094 44 15.48024(W)     ADJUSTED  
 AW6072* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 AW6072  ___________________________________________________________________
 AW6072  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW6072  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW6072
 AW6072  HORZ ORDER  -  THIRD
 AW6072  VERT ORDER  -  THIRD ? (See Below)
 AW6072
 AW6072.The horizontal coordinates were established by classical geodetic methods
 AW6072.and adjusted by the National Geodetic Survey in February 1996..
 AW6072
 AW6072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6072.The vertical order pertains to the NGVD 29 superseded value.
 AW6072
 AW6072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6072
 AW6072.The geoid height was determined by GEOID03.
 AW6072
 AW6072;                    North         East     Units Scale Factor Converg.
 AW6072;SPC TXSC     - 4,200,449.126 1,012,860.267   MT  0.99987192   +2 05 17.5
 AW6072;SPC TXSC     -13,780,973.51  3,323,025.73   sFT  0.99987192   +2 05 17.5
 AW6072;UTM  15      - 3,272,855.044   331,684.984   MT  0.99994956   -0 51 28.1
 AW6072
 AW6072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6072!SPC TXSC     -   1.00000399  x   0.99987192  =   0.99987591
 AW6072!UTM  15      -   1.00000399  x   0.99994956  =   0.99995355
 AW6072
 AW6072                          SUPERSEDED SURVEY CONTROL
 AW6072
 AW6072  NAD 83(1986)-  29 34 26.82294(N)    094 44 15.46118(W) AD(       ) 3
 AW6072  NAD 27      -  29 34 26.00640(N)    094 44 14.75473(W) AD(       ) 3
 AW6072  NGVD 29 (07/19/86)    1.61   (m)            5.3    (f) LEVELING    3  
 AW6072
 AW6072.Superseded values are not recommended for survey control.
 AW6072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6072.See file dsdata.txt to determine how the superseded data were derived.
 AW6072
 AW6072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3168572855(NAD 83)
 AW6072_MARKER: DS = TRIANGULATION STATION DISK
 AW6072_SETTING: 0 = UNSPECIFIED SETTING
 AW6072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6072
 AW6072  HISTORY     - Date     Condition        Report By
 AW6072  HISTORY     - 1932     MONUMENTED       CGS
 AW6072  HISTORY     - 1940     GOOD             CGS
 AW6072  HISTORY     - 1961     GOOD             USGS
 AW6072  HISTORY     - 1962     GOOD             CGS
 AW6072
 AW6072                          STATION DESCRIPTION
 AW6072
 AW6072'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6072'ON THE E SHORE OF GALVESTON BAY, ABOUT 3-1/2 MILES N OF SMITH
 AW6072'POINT, ABOUT 1300 METERS S OF THE MOUTH OF A SMALL BAYOU, ON
 AW6072'WHITEHEAD RANCH, AND ABOUT 1-1/2 MILES W OF THE RANCH HOUSE.
 AW6072'IT IS 60 METERS E OF NORMAL HIGH-WATER LINE AND ON A SMALL SAND
 AW6072'MOUND.
 AW6072'
 AW6072'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 AW6072'CONCRETE.
 AW6072'
 AW6072'NO REFERENCE MARK WAS SET.
 AW6072
 AW6072                          STATION RECOVERY (1940)
 AW6072
 AW6072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WLH)
 AW6072'RECOVERED AND FOUND TO HAVE BEEN TAMPERED WITH SOMEWHAT.
 AW6072
 AW6072                          STATION RECOVERY (1961)
 AW6072
 AW6072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AW6072'STATION FOUND IN GOOD CONDITION.  LOCATED ON E SHORE OF GALVESTON
 AW6072'BAY, ABOUT 3-1/2 MILES N FROM SMITH POINT, ABOUT 1300 METERS S OF
 AW6072'THE MOUTH OF A SMALL BAYOU, ON THE WHITEHEAD RANCH AND ABOUT
 AW6072'1-1/2 MILES W OF THE RANCH HOUSE, 60 METERS E OF NORMAL HIGH
 AW6072'WATER LINE, ON A SMALL SAND MOUND, 551 FEET SW FROM V-FENCE
 AW6072'CORNER AND 490 FEET FROM GATE IN FENCE.
 AW6072
 AW6072                          STATION RECOVERY (1962)
 AW6072
 AW6072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW6072'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 AW6072'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1273 ***********************************************************************
 CR1273  DESIGNATION -  WHITEHOUSE MUNICIPAL TANK
 CR1273  PID         -  CR1273
 CR1273  STATE/COUNTY-  TX/SMITH
 CR1273  USGS QUAD   -  TROUP WEST (1973)
 CR1273
 CR1273                         *CURRENT SURVEY CONTROL
 CR1273  ___________________________________________________________________
 CR1273* NAD 83(1993)-  32 13 42.34072(N)    095 13 32.51486(W)     ADJUSTED  
 CR1273* NAVD 88     -                                                        
 CR1273  ___________________________________________________________________
 CR1273  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CR1273  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CR1273
 CR1273  HORZ ORDER  -  THIRD
 CR1273
 CR1273.The horizontal coordinates were established by classical geodetic methods
 CR1273.and adjusted by the National Geodetic Survey in February 1996..
 CR1273
 CR1273
 CR1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1273
 CR1273.The geoid height was determined by GEOID03.
 CR1273
 CR1273;                    North         East     Units Scale Factor Converg.
 CR1273;SPC TXNC     - 2,067,104.327   908,571.825   MT  0.99997502   +1 47 08.8
 CR1273;SPC TXNC     - 6,781,824.78  2,980,872.73   sFT  0.99997502   +1 47 08.8
 CR1273;SPC TX C     - 3,295,060.929 1,181,320.315   MT  1.00011096   +2 37 50.6
 CR1273;SPC TX C     -10,810,545.73  3,875,715.07   sFT  1.00011096   +2 37 50.6
 CR1273;UTM  15      - 3,567,928.745   290,270.831   MT  1.00014247   -1 11 14.6
 CR1273
 CR1273                          SUPERSEDED SURVEY CONTROL
 CR1273
 CR1273  NAD 83(1986)-  32 13 42.34931(N)    095 13 32.50076(W) AD(       ) 4
 CR1273  NAD 27      -  32 13 41.79100(N)    095 13 31.70500(W) AD(       ) 3
 CR1273
 CR1273.Superseded values are not recommended for survey control.
 CR1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1273.See file dsdata.txt to determine how the superseded data were derived.
 CR1273
 CR1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR9027167929(NAD 83)
 CR1273_MARKER: 53 = ELEVATED TANK
 CR1273
 CR1273  HISTORY     - Date     Condition        Report By
 CR1273  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1273
 CR1273                          STATION DESCRIPTION
 CR1273
 CR1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1273'STATION IS LOCATED IN THE NORTH PART OF THE SMALL VILLAGE OF
 CR1273'WHITEHOUSE, ABOUT 200 FEET EAST OF STATE HIGHWAY NUMBER 110
 CR1273'AND ABOUT 150 FEET NORTH OF THE ELEMENTARY SCHOOL BUILDING.
 CR1273'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE,
 CR1273'SILVER IN COLOR, AND HAS AN OVERALL HEIGHT OF 150 FEET.
 CR1273'
 CR1273'THE TOP AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1203 ***********************************************************************
 CR1203  DESIGNATION -  WHITEOAK
 CR1203  PID         -  CR1203
 CR1203  STATE/COUNTY-  TX/GREGG
 CR1203  USGS QUAD   -  WHITE OAK (1978)
 CR1203
 CR1203                         *CURRENT SURVEY CONTROL
 CR1203  ___________________________________________________________________
 CR1203* NAD 83(1993)-  32 31 39.54707(N)    094 51 27.92222(W)     ADJUSTED  
 CR1203* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 CR1203  ___________________________________________________________________
 CR1203  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 CR1203  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR1203
 CR1203  HORZ ORDER  -  SECOND
 CR1203
 CR1203.The horizontal coordinates were established by classical geodetic methods
 CR1203.and adjusted by the National Geodetic Survey in February 1996..
 CR1203
 CR1203.The orthometric height was scaled from a topographic map.
 CR1203
 CR1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1203
 CR1203.The geoid height was determined by GEOID03.
 CR1203
 CR1203;                    North         East     Units Scale Factor Converg.
 CR1203;SPC TXNC     - 2,101,405.903   942,083.580   MT  0.99991415   +1 59 11.3
 CR1203;SPC TXNC     - 6,894,362.53  3,090,819.21   sFT  0.99991415   +1 59 11.3
 CR1203;UTM  15      - 3,600,445.655   325,524.355   MT  0.99997539   -0 59 57.0
 CR1203
 CR1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1203!SPC TXNC     -   0.99998783  x   0.99991415  =   0.99990198
 CR1203!UTM  15      -   0.99998783  x   0.99997539  =   0.99996322
 CR1203
 CR1203|---------------------------------------------------------------------|
 CR1203| PID    Reference Object                     Distance      Geod. Az  |
 CR1203|                                                           dddmmss.s |
 CR1203| CX7397 WHITEOAK RM 1                        36.162 METERS 05543     |
 CR1203| CR1202 GREGGTON MUNICIPAL TANK             APPROX. 6.2 KM 1103436.7 |
 CR1203| CR1165 PAN AMERICAN PLINE CO RAD MAST      APPROX. 5.2 KM 1731904.6 |
 CR1203| CR1167 KILGORE E MUNICIPAL TANK            APPROX.16.1 KM 1815714.5 |
 CR1203| CR1175 KILGORE W MUNICIPAL TANK            APPROX.16.2 KM 1864520.6 |
 CR1203| CX7398 WHITEOAK RM 2                        34.360 METERS 26237     |
 CR1203| CX7396 WHITEOAK AZ MK                                     3013945.8 |
 CR1203|---------------------------------------------------------------------|
 CR1203
 CR1203                          SUPERSEDED SURVEY CONTROL
 CR1203
 CR1203  NAD 83(1986)-  32 31 39.55474(N)    094 51 27.90974(W) AD(       ) 2
 CR1203  NAD 27      -  32 31 39.02850(N)    094 51 27.13330(W) AD(       ) 2
 CR1203
 CR1203.Superseded values are not recommended for survey control.
 CR1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1203.See file dsdata.txt to determine how the superseded data were derived.
 CR1203
 CR1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2552400446(NAD 83)
 CR1203_MARKER: DS = TRIANGULATION STATION DISK
 CR1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1203_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1203
 CR1203  HISTORY     - Date     Condition        Report By
 CR1203  HISTORY     - 1950     MONUMENTED       CGS
 CR1203  HISTORY     - 1956     GOOD             CGS
 CR1203
 CR1203                          STATION DESCRIPTION
 CR1203
 CR1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1203'THE STATION IS LOCATED ABOUT 5.0 MILES WEST-NORTHWEST OF
 CR1203'GREGGTON, 4.5 MILES EAST OF GLADEWATER, 0.5 MILE NORTH OF
 CR1203'U.S. HIGHWAY 80 AND AT THE NORTH EDGE OF A CEMETERY.  IT IS
 CR1203'47 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 23 FEET
 CR1203'NORTHEAST OF A WHITE OAK TREE WITH A TRIANGLE BLAZE, 12.5
 CR1203'FEET NORTH OF THE CEMETERY FENCE AND 12 FEET NORTH-NORTHWEST
 CR1203'OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 CR1203'IS STAMPED WHITEOAK 1950.
 CR1203'
 CR1203'REFERENCE MARK NO. 1 IS IN THE WEST PIPE FENCE AROUND SIX
 CR1203'OIL SEPARATING TANKS, 14 FEET SOUTH OF A GATE IN THE PIPE
 CR1203'FENCE AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 10 INCHES
 CR1203'AND THE DISK IS STAMPED WHITEOAK NO 1 1950.
 CR1203'
 CR1203'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE NORTHWEST CORNER
 CR1203'OF THE CEMETERY FENCE, 12.6 FEET EAST OF THE BRACE POST OF CATTLE
 CR1203'GUARD AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES
 CR1203'AND THE DISK IS STAMPED WHITEOAK NO 2 1950.
 CR1203'
 CR1203'AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF THE WHITE OAK
 CR1203'BAPTIST CHURCH YARD, 50 FEET SOUTH OF A CONCRETE CULVERT,
 CR1203'43 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF
 CR1203'FENCE CORNER AND 1 FOOT EAST-SOUTHEAST OF A WITNESS POST.
 CR1203'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED WHITEOAK
 CR1203'1950.
 CR1203'
 CR1203'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 80 AND 271
 CR1203'IN GLADEWATER, GO EAST ON HIGHWAY 80 FOR 4.95 MILES TO A SIDE
 CR1203'ROAD LEFT (PAVED), TURN LEFT (NORTH) 0.55 MILE TO A SIDE
 CR1203'ROAD RIGHT (CONTINUE STRAIGHT AHEAD 0.15 MILE TO THE AZIMUTH
 CR1203'MARK ON THE LEFT AS DESCRIBED), TURN RIGHT 0.25 MILE TO FORKS,
 CR1203'TAKE LEFT FORK 0.05 MILE TO A CATTLE GUARD AND THE STATION ABOUT
 CR1203'150 FEET TO THE EAST.
 CR1203'
 CR1203'A 74 FT. SIGNAL AT GREGGTON IS VISIBLE AT 64 FT.
 CR1203'
 CR1203'A 110 FT. SIGNAL AT GLADEWATER AND LAIRD IS VISIBLE AT 64 FT.
 CR1203'
 CR1203'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1203
 CR1203                          STATION RECOVERY (1956)
 CR1203
 CR1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1203'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 CR1203'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CR1203'FOR PROCEEDING TO STATION SITE WERE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1294 ***********************************************************************
 BZ1294  DESIGNATION -  WHITEROCK
 BZ1294  PID         -  BZ1294
 BZ1294  STATE/COUNTY-  TX/HILL
 BZ1294  USGS QUAD   -  WHITNEY (1979)
 BZ1294
 BZ1294                         *CURRENT SURVEY CONTROL
 BZ1294  ___________________________________________________________________
 BZ1294* NAD 83(1993)-  31 53 58.98788(N)    097 17 53.93120(W)     ADJUSTED  
 BZ1294* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 BZ1294  ___________________________________________________________________
 BZ1294  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 BZ1294  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BZ1294
 BZ1294  HORZ ORDER  -  SECOND
 BZ1294
 BZ1294.The horizontal coordinates were established by classical geodetic methods
 BZ1294.and adjusted by the National Geodetic Survey in February 1996..
 BZ1294
 BZ1294.The orthometric height was scaled from a topographic map.
 BZ1294
 BZ1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1294
 BZ1294.The geoid height was determined by GEOID03.
 BZ1294
 BZ1294;                    North         East     Units Scale Factor Converg.
 BZ1294;SPC TXNC     - 2,026,494.718   713,680.285   MT  1.00007289   +0 39 19.4
 BZ1294;SPC TXNC     - 6,648,591.42  2,341,466.07   sFT  1.00007289   +0 39 19.4
 BZ1294;SPC TX C     - 3,251,473.495   987,065.849   MT  1.00000444   +1 33 47.6
 BZ1294;SPC TX C     -10,667,542.62  3,238,398.54   sFT  1.00000444   +1 33 47.6
 BZ1294;UTM  14      - 3,530,583.370   660,918.537   MT  0.99991936   +0 53 57.9
 BZ1294
 BZ1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1294!SPC TXNC     -   0.99997431  x   1.00007289  =   1.00004720
 BZ1294!SPC TX C     -   0.99997431  x   1.00000444  =   0.99997875
 BZ1294!UTM  14      -   0.99997431  x   0.99991936  =   0.99989367
 BZ1294
 BZ1294|---------------------------------------------------------------------|
 BZ1294| PID    Reference Object                     Distance      Geod. Az  |
 BZ1294|                                                           dddmmss.s |
 BZ1294| CV5803 WHITEROCK RM 1                       30.751 METERS 00438     |
 BZ1294| CS3076 WACO FORT WORTH AIRWAY BCN 47       APPROX.16.0 KM 0130124.6 |
 BZ1294| CS3063 HILLSBORO MUNICIPAL STANDPIPE       APPROX.19.8 KM 0511811.7 |
 BZ1294| CS3065 HILLSBORO HILL CO CTHSE TOWER       APPROX.20.1 KM 0515825.4 |
 BZ1294| BZ1241 ABBOTT METHODIST CH STEEPLE         APPROX.21.5 KM 0941332.7 |
 BZ1294| BZ1239 ABBOTT MUNICIPAL TANK               APPROX.21.5 KM 0942344.6 |
 BZ1294| CV5804 WHITEROCK RM 2                       26.405 METERS 10832     |
 BZ1294| CV5802 WHITEROCK AZ MK                                    3045344.5 |
 BZ1294| BZ1292 WHITNEY MUNICIPAL TANK              APPROX. 5.9 KM 3375543.9 |
 BZ1294| BZ1291 WHITNEY METHODIST CHURCH SPIRE      APPROX. 6.4 KM 3392048.5 |
 BZ1294|---------------------------------------------------------------------|
 BZ1294
 BZ1294                          SUPERSEDED SURVEY CONTROL
 BZ1294
 BZ1294  NAD 83(1986)-  31 53 58.99598(N)    097 17 53.91032(W) AD(       ) 2
 BZ1294  NAD 27      -  31 53 58.42400(N)    097 17 52.86900(W) AD(       ) 2
 BZ1294
 BZ1294.Superseded values are not recommended for survey control.
 BZ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1294.See file dsdata.txt to determine how the superseded data were derived.
 BZ1294
 BZ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA6091930583(NAD 83)
 BZ1294_MARKER: DS = TRIANGULATION STATION DISK
 BZ1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1294
 BZ1294  HISTORY     - Date     Condition        Report By
 BZ1294  HISTORY     - 1944     MONUMENTED       CGS
 BZ1294  HISTORY     - 1948     GOOD             CGS
 BZ1294  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ1294
 BZ1294                          STATION DESCRIPTION
 BZ1294
 BZ1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1294'STATION IS LOCATED NEAR THE CENTRAL PART OF A PROMINENT
 BZ1294'RIDGE THAT LIES BETWEEN WHITEROCK AND IRON CREEKS, 2.5 MILES
 BZ1294'NE OF PRAIRIE VALLEY, AND 4.5 MILES SE OF WHITNEY, ON THE
 BZ1294'PROPERTY OF O.J. OWENS.  IT IS 12 FEET W OF THE W RIGHT-OF-WAY
 BZ1294'FENCE, 40 FEET W OF THE CENTER LINE OF THE ROAD, 80 FEET
 BZ1294'S OF THE CENTER LINE OF THE DRIVEWAY TO A FARMHOUSE, AND
 BZ1294'25 FEET N OF THE N EDGE OF GRAVEL PIT.  THE MARK PROJECTS
 BZ1294'ABOUT 3 INCHES.
 BZ1294'
 BZ1294'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1294'DISKS SET IN CONCRETE.
 BZ1294'
 BZ1294'REFERENCE MARK 1 IS NE OF THE STATION, 1 FOOT E OF THE E
 BZ1294'RIGHT-OF-WAY FENCE, AND 25 FEET E OF THE CENTER LINE OF THE
 BZ1294'ROAD.  IT PROJECTS ABOUT 4 INCHES.
 BZ1294'
 BZ1294'REFERENCE MARK 2 IS SE OF THE STATION, 1 FOOT E OF THE E
 BZ1294'RIGHT-OF-WAY FENCE, AND 25 FEET E OF THE CENTER LINE OF THE
 BZ1294'ROAD.  IT PROJECTS ABOUT 4 INCHES.
 BZ1294'
 BZ1294'AZIMUTH MARK IS NW OF THE STATION, 1 FOOT E OF THE W
 BZ1294'RIGHT-OF-WAY FENCE, 25 FEET N OF THE FENCE CORNER, 25 FEET
 BZ1294'W OF THE CENTER LINE OF THE ROAD, AND 75 FEET NW OF THE
 BZ1294'INTERSECTION OF THE ROADS.  IT PROJECTS ABOUT 4 INCHES.
 BZ1294'
 BZ1294'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 BZ1294'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE
 BZ1294'NUMBERS.
 BZ1294'
 BZ1294'TO REACH THE STATION FROM WHITNEY, GO SW ON STATE HIGHWAY
 BZ1294'22 FOR 0.4 MILE TO A DOUBLE REVERSE CURVE.  TURN LEFT ON
 BZ1294'GRADED ROAD FOR 2.8 MILES TO A T-INTERSECTION, TURN LEFT
 BZ1294'AND GO 0.8 MILE TO ANOTHER T-INTERSECTION (THE AZIMUTH MARK
 BZ1294'IS ON THE W SIDE OF THE ROAD AT THIS POINT).  JOG LEFT FOR
 BZ1294'0.05 MILE, THEN RIGHT FOR 0.3 MILE TO TOP OF HILL AT SMALL
 BZ1294'FARMHOUSE IN AN OAK GROVE, AND THE STATION ON THE W SIDE OF
 BZ1294'THE ROAD.
 BZ1294'
 BZ1294'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BZ1294
 BZ1294                          STATION RECOVERY (1948)
 BZ1294
 BZ1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1294'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 BZ1294'DISTANCES AND DIRECTIONS TO MARKS WERE CHECKED AND FOUND
 BZ1294'CORRECT.  A NEW TO REACH WAS REQUIRED BECAUSE OF CHANGE IN
 BZ1294'ROADS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BZ1294'
 BZ1294'THE STATION IS LOCATED NEAR THE CENTRAL PART OF A PROMINENT
 BZ1294'RIDGE THAT LIES BETWEEN WHITNEY AND IRON CREEKS, 2.5 MILES
 BZ1294'NORTHEAST OF PRAIRIE VALLEY AND 4.5 MILES SOUTHEAST OF WHITNEY.
 BZ1294'IT IS 80 FEET SOUTH OF A DRIVEWAY, 35 FEET WEST OF THE
 BZ1294'APPROXIMATE CENTER LINE OF A GRAVELED ROAD AND 13 FEET WEST
 BZ1294'OF A FENCE LINE AND WHITE WITNESS POST.  THE MARK PROJECTS
 BZ1294'ABOUT 3 INCHES AND THE DISK IS STAMPED WHITEROCK 1944.
 BZ1294'
 BZ1294'REFERENCE MARK NO. 1 IS 100.89 FEET NORTH OF THE STATION,
 BZ1294'23 FEET EAST OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD
 BZ1294'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4
 BZ1294'INCHES AND THE DISK IS STAMPED WHITEROCK NO 1 1944.
 BZ1294'
 BZ1294'REFERENCE MARK NO. 2 IS 86.63 FEET EAST-SOUTHEAST OF THE STATION,
 BZ1294'23 FEET EAST OF THE APPROXIMATE CENTER LINE OF A GRAVELED
 BZ1294'ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS
 BZ1294'ABOUT 4 INCHES AND THE DISK IS STAMPED WHITEROCK NO 1 1944.
 BZ1294'
 BZ1294'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION,
 BZ1294'72 FEET NORTHWEST OF THE ROAD INTERSECTION, 25 FEET NORTH OF
 BZ1294'A FENCE CORNER, 25 FEET WEST OF THE APPROXIMATE CENTER LINE
 BZ1294'OF A GRAVELED ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE
 BZ1294'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WHITEROCK
 BZ1294'1944.
 BZ1294'
 BZ1294'TO REACH THE STATION FROM THE RAILROAD CROSSING IN WHITNEY
 BZ1294'GO SOUTHWEST ON STATE HIGHWAY 22 FOR 0.4 MILE TO SERVICE
 BZ1294'STATION AND STORE ON RIGHT AT FORK IN ROAD.  TAKE LEFT FORK
 BZ1294'AND GO 0.6 MILE TO JUNCTION, TURN RIGHT AND GO 0.5 MILE TO
 BZ1294'A CONCRETE STOCK WATERING TROUGH ON RIGHT AND GRAVELED ROAD
 BZ1294'LEFT.  TURN LEFT AND GO SOUTHEASTERLY FOR 1.6 MILES TO A T
 BZ1294'INTERSECTION.  TURN LEFT AND FOLLOW MAIN GRAVELED ROAD FOR
 BZ1294'0.85 MILE TO T-INTERSECTION AND AZIMUTH MARK ON RIGHT.  TURN
 BZ1294'LEFT HERE AND GO 0.1 MILE TO A T-INTERSECTION, TURN RIGHT
 BZ1294'AND GO 0.3 MILE TO STATION AT TOP OF HILL.
 BZ1294'
 BZ1294'AN 87 FOOT SIGNAL AT WHITNEY 1944 IS VISIBLE AT 50 FEET.
 BZ1294'
 BZ1294'A 74 FOOT SIGNAL AT LACE 1944 IS VISIBLE AT 37 FEET.
 BZ1294'
 BZ1294'AN 100 FOOT SIGNAL AT PEORIA IS VISIBLE AT 50 FEET.
 BZ1294'
 BZ1294'AN 87 FOOT SIGNAL AT VAUGHN IS VISIBLE AT 50 FEET.
 BZ1294'
 BZ1294'A 47 FOOT SIGNAL AT AQUILLA 1944 IS VISIBLE AT 50 FEET.
 BZ1294'
 BZ1294'HEIGHT OF LIGHT ABOVE STATION - 22 METERS.
 BZ1294
 BZ1294                          STATION RECOVERY (1999)
 BZ1294
 BZ1294'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0607 ***********************************************************************
 AZ0607  DESIGNATION -  WHITES MINE TANK
 AZ0607  PID         -  AZ0607
 AZ0607  STATE/COUNTY-  TX/UVALDE
 AZ0607  USGS QUAD   -  CLINE (1974)
 AZ0607
 AZ0607                         *CURRENT SURVEY CONTROL
 AZ0607  ___________________________________________________________________
 AZ0607* NAD 83(1993)-  29 09 47.19703(N)    100 05 14.04593(W)     ADJUSTED  
 AZ0607* NAVD 88     -                                                        
 AZ0607  ___________________________________________________________________
 AZ0607  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AZ0607  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AZ0607
 AZ0607  HORZ ORDER  -  THIRD
 AZ0607
 AZ0607.The horizontal coordinates were established by classical geodetic methods
 AZ0607.and adjusted by the National Geodetic Survey in February 1996..
 AZ0607
 AZ0607
 AZ0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0607
 AZ0607.The geoid height was determined by GEOID03.
 AZ0607
 AZ0607;                    North         East     Units Scale Factor Converg.
 AZ0607;SPC TXSC     - 4,147,866.218   494,243.271   MT  0.99986771   -0 31 57.5
 AZ0607;SPC TXSC     -13,608,457.75  1,621,529.80   sFT  0.99986771   -0 31 57.5
 AZ0607;UTM  14      - 3,226,545.946   394,266.707   MT  0.99973795   -0 31 47.5
 AZ0607
 AZ0607                          SUPERSEDED SURVEY CONTROL
 AZ0607
 AZ0607  NAD 83(1986)-  29 09 47.19345(N)    100 05 14.02617(W) AD(       ) 4
 AZ0607  NAD 27      -  29 09 46.32912(N)    100 05 12.78359(W) AD(       ) 3
 AZ0607
 AZ0607.Superseded values are not recommended for survey control.
 AZ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0607.See file dsdata.txt to determine how the superseded data were derived.
 AZ0607
 AZ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT9426726546(NAD 83)
 AZ0607_MARKER: 53 = ELEVATED TANK
 AZ0607
 AZ0607  HISTORY     - Date     Condition        Report By
 AZ0607  HISTORY     - 1972     FIRST OBSERVED   NGS
 AZ0607
 AZ0607                          STATION DESCRIPTION
 AZ0607
 AZ0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AZ0607'THE STATION, WHITES MINE TANK, IS THE CENTER OF THE TOP OF A
 AZ0607'CYLINDRICAL WATER TANK ON TOP OF A 4-LEGGED STEEL PLATFORM AND HAS
 AZ0607'AN OVERALL HEIGHT OF ABOUT 60 FEET.  IT IS LOCATED ABOUT 1 MILE
 AZ0607'EAST OF THE UVALDE-KINNEY COUNTY LINE, 5 MILES SOUTH OF U.S.
 AZ0607'HIGHWAY 90, AND AT THE WHITES MINE WHICH OWNS THE TANK.
 AZ0607'
 AZ0607'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM
 AZ0607'ROAD 1022 ABOUT 15 MILES WEST OF UVALDE, GO SOUTH-SOUTHWEST ON ROAD
 AZ0607'1022 FOR 3.15 MILES TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST
 AZ0607'AND WEST ON ROAD 1022 FOR 3.75 MILES TO THE STATION ON THE RIGHT
 AZ0607'AT THE END OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1260 ***********************************************************************
 DN1260  DESIGNATION -  WHITESBORO
 DN1260  PID         -  DN1260
 DN1260  STATE/COUNTY-  TX/GRAYSON
 DN1260  USGS QUAD   -  WHITESBORO (1982)
 DN1260
 DN1260                         *CURRENT SURVEY CONTROL
 DN1260  ___________________________________________________________________
 DN1260* NAD 83(1993)-  33 39 17.67665(N)    096 53 40.78406(W)     ADJUSTED  
 DN1260* NAVD 88     -       240.89   (+/-2cm)     790.3    (feet)  VERTCON   
 DN1260  ___________________________________________________________________
 DN1260  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 DN1260  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DN1260
 DN1260  HORZ ORDER  -  FIRST
 DN1260  VERT ORDER  -  THIRD ? (See Below)
 DN1260
 DN1260.The horizontal coordinates were established by classical geodetic methods
 DN1260.and adjusted by the National Geodetic Survey in February 1996..
 DN1260
 DN1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1260.The vertical order pertains to the NGVD 29 superseded value.
 DN1260
 DN1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1260
 DN1260.The geoid height was determined by GEOID03.
 DN1260
 DN1260;                    North         East     Units Scale Factor Converg.
 DN1260;SPC TXNC     - 2,221,618.785   748,889.291   MT  0.99992792   +0 52 32.0
 DN1260;SPC TXNC     - 7,288,760.96  2,456,980.95   sFT  0.99992792   +0 52 32.0
 DN1260;UTM  14      - 3,725,882.451   695,223.134   MT  1.00006987   +1 10 01.7
 DN1260
 DN1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1260!SPC TXNC     -   0.99996621  x   0.99992792  =   0.99989413
 DN1260!UTM  14      -   0.99996621  x   1.00006987  =   1.00003607
 DN1260
 DN1260:                Primary Azimuth Mark                     Grid Az
 DN1260:SPC TXNC     -  WHITESBORO AZ MK                         002 15 24.4
 DN1260:UTM  14      -  WHITESBORO AZ MK                         001 57 54.7
 DN1260
 DN1260|---------------------------------------------------------------------|
 DN1260| PID    Reference Object                     Distance      Geod. Az  |
 DN1260|                                                           dddmmss.s |
 DN1260| CY3108 WHITESBORO AZ MK                                   0030756.4 |
 DN1260| CY3110 WHITESBORO RM 2                      19.414 METERS 17816     |
 DN1260| CY3109 WHITESBORO RM 1                      18.802 METERS 18118     |
 DN1260| DN1254 COLLINSVILLE MUNICIPAL TANK         APPROX.10.5 KM 1880146.2 |
 DN1260| DN1262 WHITESBORO TEX PAC RR RAD MAST      APPROX. 0.8 KM 2430818.8 |
 DN1260| DN1285 ATT RELAY TOWER KKH 67              APPROX.15.1 KM 2660246.9 |
 DN1260| DN1263 WHITESBORO MUNICIPAL STANDPIPE      APPROX. 1.2 KM 2724857.6 |
 DN1260|---------------------------------------------------------------------|
 DN1260
 DN1260                          SUPERSEDED SURVEY CONTROL
 DN1260
 DN1260  NAD 83(1993)-  33 39 17.67689(N)    096 53 40.78190(W) AD(       ) 1
 DN1260  NAD 83(1986)-  33 39 17.68171(N)    096 53 40.77426(W) AD(       ) 1
 DN1260  NAD 27      -  33 39 17.29520(N)    096 53 39.75940(W) AD(       ) 1
 DN1260  NGVD 29 (07/19/86)  240.85   (m)          790.2    (f) LEVELING    3  
 DN1260
 DN1260.Superseded values are not recommended for survey control.
 DN1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1260.See file dsdata.txt to determine how the superseded data were derived.
 DN1260
 DN1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9522325882(NAD 83)
 DN1260_MARKER: DS = TRIANGULATION STATION DISK
 DN1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1260+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 DN1260
 DN1260  HISTORY     - Date     Condition        Report By
 DN1260  HISTORY     - 1955     MONUMENTED       CGS
 DN1260  HISTORY     - 1957     GOOD             CGS
 DN1260  HISTORY     - 19781201 GOOD             USGS
 DN1260  HISTORY     - 19951111 GOOD             USPSQD
 DN1260  HISTORY     - 20030506 GOOD             JCLS
 DN1260  HISTORY     - 20051112 GOOD             USPSQD
 DN1260
 DN1260                          STATION DESCRIPTION
 DN1260
 DN1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1260'THE STATION IS LOCATED IN THE EASTERN PART OF WHITESBORO ON
 DN1260'THE NORTH SIDE OF U.S. HIGHWAY 82, IN A TRIANGULAR PLOT OF
 DN1260'GROUND WHICH IS THE PROPERTY OF THE TEXAS STATE HIGHWAY
 DN1260'COMMISSION.  THE STATION IS 70 FEET SOUTH OF THE JUNCTION OF
 DN1260'EAST MAIN STREET AND A GRAVELED ROAD, 87 FEET NORTH OF CENTER
 DN1260'OF U.S. HIGHWAY 82.  THE MARK IS STAMPED WHITESBORO 1955 AND
 DN1260'PROJECTS 1 INCH.
 DN1260'
 DN1260'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE CENTER OF U.S.
 DN1260'HIGHWAY 82 AND 132 FEET SOUTH OF THE JUNCTION OF EAST MAIN STREET
 DN1260'AND GRAVELED ROAD.  THE MARK IS STAMPED WHITESBORO NO 1 1955
 DN1260'AND IS SET FLUSH.
 DN1260'
 DN1260'REFERENCE MARK NO. 2 IS 55 FEET NORTH OF THE CENTER OF U.S.
 DN1260'HIGHWAY 82 AND 85 FEET SOUTHWEST OF THE INTERSECTION OF EAST
 DN1260'MAIN STREET AND GRAVELED ROAD.  THE MARK IS STAMPED WHITESBORO
 DN1260'NO 2 1955 AND PROJECTS 1 INCH.
 DN1260'
 DN1260'AZIMUTH MARK IS 1 FOOT SOUTH OF FENCE, 29 FEET WEST OF CENTER
 DN1260'OF GRAVELED ROAD, 4 FEET WEST OF FENCE AND 4 FEET WEST OF
 DN1260'WITNESS POST.  THE MARK IS STAMPED WHITESBORO 1955 AND PROJECTS
 DN1260'2 INCHES.
 DN1260'
 DN1260'TO REACH STATION SITE FROM THE CITY HALL BUILDING IN WHITESBORO,
 DN1260'GO EAST ON EAST MAIN STREET TO WHERE U.S. HIGHWAY 82 BEARS RIGHT
 DN1260'AND GOES UNDER UNDERPASS, CONTINUE EAST ON EAST MAIN STREET
 DN1260'FOR 0.08 MILE TO T JUNCTION WITH GRAVELED ROAD AND STATION ON
 DN1260'RIGHT AS DESCRIBED.  TO REACH AZIMUTH MARK, GO NORTH FROM
 DN1260'STATION ON GRAVELED ROAD FOR 0.5 MILE TO MARK ON LEFT AS
 DN1260'DESCRIBED.
 DN1260
 DN1260                          STATION RECOVERY (1957)
 DN1260
 DN1260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1260'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1260'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1260'TO STATION SITE ARE CORRECT.
 DN1260
 DN1260                          STATION RECOVERY (1978)
 DN1260
 DN1260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (WEK)
 DN1260'RECOVERED IN GOOD CONDITION.
 DN1260
 DN1260                          STATION RECOVERY (1995)
 DN1260
 DN1260'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1260'RECOVERED IN GOOD CONDITION.
 DN1260
 DN1260                          STATION RECOVERY (2003)
 DN1260
 DN1260'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DN1260'RECOVERED IN GOOD CONDITION.
 DN1260
 DN1260                          STATION RECOVERY (2005)
 DN1260
 DN1260'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 DN1260'R.M. NO. 1 NOT FOUND
 DN1260'R.M. NO. 2 NOT FOUND
 DN1260'AZIMUTH MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1263 ***********************************************************************
 DN1263  DESIGNATION -  WHITESBORO MUNICIPAL STANDPIPE
 DN1263  PID         -  DN1263
 DN1263  STATE/COUNTY-  TX/GRAYSON
 DN1263  USGS QUAD   -  WHITESBORO (1982)
 DN1263
 DN1263                         *CURRENT SURVEY CONTROL
 DN1263  ___________________________________________________________________
 DN1263* NAD 83(1993)-  33 39 19.59550(N)    096 54 27.49159(W)     ADJUSTED  
 DN1263* NAVD 88     -                                                        
 DN1263  ___________________________________________________________________
 DN1263  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 DN1263  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DN1263
 DN1263  HORZ ORDER  -  THIRD
 DN1263
 DN1263.The horizontal coordinates were established by classical geodetic methods
 DN1263.and adjusted by the National Geodetic Survey in February 1996..
 DN1263
 DN1263
 DN1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1263
 DN1263.The geoid height was determined by GEOID03.
 DN1263
 DN1263;                    North         East     Units Scale Factor Converg.
 DN1263;SPC TXNC     - 2,221,659.580   747,685.167   MT  0.99992802   +0 52 06.5
 DN1263;SPC TXNC     - 7,288,894.81  2,453,030.42   sFT  0.99992802   +0 52 06.5
 DN1263;UTM  14      - 3,725,917.124   694,018.651   MT  1.00006409   +1 09 35.8
 DN1263
 DN1263                          SUPERSEDED SURVEY CONTROL
 DN1263
 DN1263  NAD 83(1993)-  33 39 19.59568(N)    096 54 27.48941(W) AD(       ) 4
 DN1263  NAD 83(1986)-  33 39 19.60066(N)    096 54 27.48156(W) AD(       ) 4
 DN1263  NAD 27      -  33 39 19.21400(N)    096 54 26.46400(W) AD(       ) 3
 DN1263
 DN1263.Superseded values are not recommended for survey control.
 DN1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1263.See file dsdata.txt to determine how the superseded data were derived.
 DN1263
 DN1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9401925917(NAD 83)
 DN1263_MARKER: 52 = STANDPIPE TANK
 DN1263
 DN1263  HISTORY     - Date     Condition        Report By
 DN1263  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1263  HISTORY     - 1957     GOOD             CGS
 DN1263  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1263  HISTORY     - 20050518 MARK NOT FOUND   USPSQD
 DN1263
 DN1263                          STATION DESCRIPTION
 DN1263
 DN1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1263'THE STATION IS LOCATED NEAR THE CENTER OF WHITESBORO AT
 DN1263'THE MUNICIPAL LIGHT AND WATER PLANT, 1/2 BLOCK WEST OF STATE
 DN1263'ROUTE NO. 901 AND ABOUT 100 FEET SOUTH OF U.S. HIGHWAY NO.
 DN1263'82.
 DN1263'
 DN1263'IT IS A CYLINDRICAL STEEL STRUCTURE, 10 FEET IN DIAMETER,
 DN1263'HAS A CONICAL ROOF AND AN OVER-ALL HEIGHT OF 100.0 FEET.
 DN1263'
 DN1263'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1263
 DN1263                          STATION RECOVERY (1957)
 DN1263
 DN1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1263'STANDPIPE WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1263'FOR PROCEEDING TO STANDPIPE ARE CORRECT.
 DN1263
 DN1263                          STATION RECOVERY (1995)
 DN1263
 DN1263'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1263'MARK NOT FOUND.
 DN1263
 DN1263                          STATION RECOVERY (2005)
 DN1263
 DN1263'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DN1263'THE STANDPIPE HAS BEEN REPLACED BY AN ELEVATED ELLIPSOIDAL TOPPED
 DN1263'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1262 ***********************************************************************
 DN1262  DESIGNATION -  WHITESBORO TEX PAC RR RAD MAST
 DN1262  PID         -  DN1262
 DN1262  STATE/COUNTY-  TX/GRAYSON
 DN1262  USGS QUAD   -  WHITESBORO (1982)
 DN1262
 DN1262                         *CURRENT SURVEY CONTROL
 DN1262  ___________________________________________________________________
 DN1262* NAD 83(1993)-  33 39 05.75094(N)    096 54 08.93674(W)     ADJUSTED  
 DN1262* NAVD 88     -                                                        
 DN1262  ___________________________________________________________________
 DN1262  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DN1262  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DN1262
 DN1262  HORZ ORDER  -  THIRD
 DN1262
 DN1262.The horizontal coordinates were established by classical geodetic methods
 DN1262.and adjusted by the National Geodetic Survey in February 1996..
 DN1262
 DN1262
 DN1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1262
 DN1262.The geoid height was determined by GEOID03.
 DN1262
 DN1262;                    North         East     Units Scale Factor Converg.
 DN1262;SPC TXNC     - 2,221,240.367   748,169.640   MT  0.99992731   +0 52 16.6
 DN1262;SPC TXNC     - 7,287,519.44  2,454,619.89   sFT  0.99992731   +0 52 16.6
 DN1262;UTM  14      - 3,725,500.322   694,505.316   MT  1.00006642   +1 09 45.7
 DN1262
 DN1262                          SUPERSEDED SURVEY CONTROL
 DN1262
 DN1262  NAD 83(1993)-  33 39 05.75108(N)    096 54 08.93466(W) AD(       ) 4
 DN1262  NAD 83(1986)-  33 39 05.75614(N)    096 54 08.92683(W) AD(       ) 4
 DN1262  NAD 27      -  33 39 05.37000(N)    096 54 07.90900(W) AD(       ) 3
 DN1262
 DN1262.Superseded values are not recommended for survey control.
 DN1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1262.See file dsdata.txt to determine how the superseded data were derived.
 DN1262
 DN1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9450525500(NAD 83)
 DN1262_MARKER: 42 = RADIO/TV MAST
 DN1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1262+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2003
 DN1262
 DN1262  HISTORY     - Date     Condition        Report By
 DN1262  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1262  HISTORY     - 1957     GOOD             CGS
 DN1262  HISTORY     - 19951111 GOOD             USPSQD
 DN1262  HISTORY     - 20030907 GOOD             USPSQD
 DN1262
 DN1262                          STATION DESCRIPTION
 DN1262
 DN1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1262'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF WHITESBORO
 DN1262'AND JUST NORTH OF THE TEXAS AND PACIFIC RAILROAD DEPOT.
 DN1262'
 DN1262'IT IS A SELF SUPPORTING, THREE LEGGED, TUBULAR STEEL STRUCTURE
 DN1262'WITH A SMALL ANTENNA AT THE TOP AND CENTER.  IT IS PAINTED
 DN1262'ALTERNATELY RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF
 DN1262'100.0 FEET.
 DN1262'
 DN1262'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE MAST.
 DN1262
 DN1262                          STATION RECOVERY (1957)
 DN1262
 DN1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1262'RADIO MAST RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1262'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1262
 DN1262                          STATION RECOVERY (1995)
 DN1262
 DN1262'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1262'RECOVERED IN GOOD CONDITION.
 DN1262
 DN1262                          STATION RECOVERY (2003)
 DN1262
 DN1262'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 DN1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1069 ***********************************************************************
 DN1069  DESIGNATION -  WHITEWRIGHT MUNICIPAL TANK
 DN1069  PID         -  DN1069
 DN1069  STATE/COUNTY-  TX/GRAYSON
 DN1069  USGS QUAD   -  WHITEWRIGHT (1984)
 DN1069
 DN1069                         *CURRENT SURVEY CONTROL
 DN1069  ___________________________________________________________________
 DN1069* NAD 83(1993)-  33 30 32.37205(N)    096 23 55.56546(W)     ADJUSTED  
 DN1069* NAVD 88     -                                                        
 DN1069  ___________________________________________________________________
 DN1069  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DN1069  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DN1069
 DN1069  HORZ ORDER  -  THIRD
 DN1069
 DN1069.The horizontal coordinates were established by classical geodetic methods
 DN1069.and adjusted by the National Geodetic Survey in February 1996..
 DN1069
 DN1069
 DN1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1069
 DN1069.The geoid height was determined by GEOID03.
 DN1069
 DN1069;                    North         East     Units Scale Factor Converg.
 DN1069;SPC TXNC     - 2,206,250.274   795,199.932   MT  0.99990439   +1 08 45.6
 DN1069;SPC TXNC     - 7,238,339.44  2,608,918.44   sFT  0.99990439   +1 08 45.6
 DN1069;UTM  14      - 3,710,745.460   741,624.070   MT  1.00031983   +1 26 12.3
 DN1069
 DN1069                          SUPERSEDED SURVEY CONTROL
 DN1069
 DN1069  NAD 83(1993)-  33 30 32.37383(N)    096 23 55.56238(W) AD(       ) 4
 DN1069  NAD 83(1986)-  33 30 32.37901(N)    096 23 55.55586(W) AD(       ) 4
 DN1069  NAD 27      -  33 30 31.99200(N)    096 23 54.61200(W) AD(       ) 3
 DN1069
 DN1069.Superseded values are not recommended for survey control.
 DN1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1069.See file dsdata.txt to determine how the superseded data were derived.
 DN1069
 DN1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4162410745(NAD 83)
 DN1069_MARKER: 53 = ELEVATED TANK
 DN1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1069+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 DN1069
 DN1069  HISTORY     - Date     Condition        Report By
 DN1069  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1069  HISTORY     - 1957     GOOD             CGS
 DN1069  HISTORY     - 1969     GOOD             CGS
 DN1069  HISTORY     - 20020818 GOOD             USPSQD
 DN1069  HISTORY     - 20050517 GOOD             USPSQD
 DN1069
 DN1069                          STATION DESCRIPTION
 DN1069
 DN1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1069'STATION IS A SILVER PAINTED, ROUND TOPPED TANK ABOUT 20 FEET
 DN1069'IN DIAMETER, MOUNTED ON 4 STRUCTURAL STEEL LEGS AND ABOUT
 DN1069'75 FEET IN HEIGHT.  THE BALL ON TOP WAS INTERSECTED.
 DN1069'
 DN1069'IT IS LOCATED ABOUT 0.7 MILE SOUTHWEST OF THE CENTER OF THE TOWN
 DN1069'OF WHITEWRIGHT AND AT THE EXTREME SOUTH END OF GOWDY STREET.
 DN1069
 DN1069                          STATION RECOVERY (1957)
 DN1069
 DN1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1069'TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1069'FOR PROCEEDING TO TANK SITE ARE CORRECT.
 DN1069
 DN1069                          STATION RECOVERY (1969)
 DN1069
 DN1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1069'STATION RECOVERED IN GOOD CONDITION.
 DN1069
 DN1069                          STATION RECOVERY (2002)
 DN1069
 DN1069'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 DN1069'RECOVERED IN GOOD CONDITION.
 DN1069
 DN1069                          STATION RECOVERY (2005)
 DN1069
 DN1069'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DN1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1293 ***********************************************************************
 BZ1293  DESIGNATION -  WHITNEY
 BZ1293  PID         -  BZ1293
 BZ1293  STATE/COUNTY-  TX/HILL
 BZ1293  USGS QUAD   -  WHITNEY (1979)
 BZ1293
 BZ1293                         *CURRENT SURVEY CONTROL
 BZ1293  ___________________________________________________________________
 BZ1293* NAD 83(1993)-  31 56 21.09977(N)    097 19 41.56838(W)     ADJUSTED  
 BZ1293* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 BZ1293  ___________________________________________________________________
 BZ1293  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 BZ1293  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BZ1293
 BZ1293  HORZ ORDER  -  SECOND
 BZ1293
 BZ1293.The horizontal coordinates were established by classical geodetic methods
 BZ1293.and adjusted by the National Geodetic Survey in February 1996..
 BZ1293
 BZ1293.The orthometric height was scaled from a topographic map.
 BZ1293
 BZ1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1293
 BZ1293.The geoid height was determined by GEOID03.
 BZ1293
 BZ1293;                    North         East     Units Scale Factor Converg.
 BZ1293;SPC TXNC     - 2,030,840.042   710,803.091   MT  1.00005942   +0 38 20.7
 BZ1293;SPC TXNC     - 6,662,847.70  2,332,026.47   sFT  1.00005942   +0 38 20.7
 BZ1293;SPC TX C     - 3,255,772.424   984,120.301   MT  1.00001548   +1 32 52.1
 BZ1293;SPC TX C     -10,681,646.69  3,228,734.69   sFT  1.00001548   +1 32 52.1
 BZ1293;UTM  14      - 3,534,915.703   658,023.248   MT  0.99990797   +0 53 04.5
 BZ1293
 BZ1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1293!SPC TXNC     -   0.99997526  x   1.00005942  =   1.00003468
 BZ1293!SPC TX C     -   0.99997526  x   1.00001548  =   0.99999074
 BZ1293!UTM  14      -   0.99997526  x   0.99990797  =   0.99988323
 BZ1293
 BZ1293:                Primary Azimuth Mark                     Grid Az
 BZ1293:SPC TXNC     -  WHITNEY METHODIST CHURCH SPIRE           018 14 12.2
 BZ1293:SPC TX C     -  WHITNEY METHODIST CHURCH SPIRE           017 19 40.8
 BZ1293:UTM  14      -  WHITNEY METHODIST CHURCH SPIRE           017 59 28.4
 BZ1293
 BZ1293|---------------------------------------------------------------------|
 BZ1293| PID    Reference Object                     Distance      Geod. Az  |
 BZ1293|                                                           dddmmss.s |
 BZ1293| BZ1291 WHITNEY METHODIST CHURCH SPIRE      APPROX. 1.7 KM 0185232.9 |
 BZ1293| BZ1292 WHITNEY MUNICIPAL TANK              APPROX. 1.3 KM 0273452.4 |
 BZ1293| CV5805 WHITNEY RM 1                         21.150 METERS 06407     |
 BZ1293| AI0479 WHITNEY AZ MK                                      1642759.5 |
 BZ1293| CV5806 WHITNEY RM 2                         34.790 METERS 16653     |
 BZ1293|---------------------------------------------------------------------|
 BZ1293
 BZ1293                          SUPERSEDED SURVEY CONTROL
 BZ1293
 BZ1293  NAD 83(1986)-  31 56 21.10758(N)    097 19 41.54737(W) AD(       ) 2
 BZ1293  NAD 27      -  31 56 20.54100(N)    097 19 40.50000(W) AD(       ) 2
 BZ1293
 BZ1293.Superseded values are not recommended for survey control.
 BZ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1293.See file dsdata.txt to determine how the superseded data were derived.
 BZ1293
 BZ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA5802334916(NAD 83)
 BZ1293_MARKER: DS = TRIANGULATION STATION DISK
 BZ1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1293
 BZ1293  HISTORY     - Date     Condition        Report By
 BZ1293  HISTORY     - 1944     MONUMENTED       CGS
 BZ1293  HISTORY     - 1948     GOOD             CGS
 BZ1293  HISTORY     - 1982     GOOD             NGS
 BZ1293  HISTORY     - 19990220 GOOD             USPSQD
 BZ1293
 BZ1293                          STATION DESCRIPTION
 BZ1293
 BZ1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1293'STATION IS LOCATED ON THE W SIDE OF STATE HIGHWAY 22, 1.0 MILE SW
 BZ1293'OF THE TOWN OF WHITNEY AT A LEFT TURN IN THE ROAD.  IT IS
 BZ1293'10 FEET S OF THE E-W RIGHT-OF-WAY FENCE LINE, 9 FEET E OF
 BZ1293'THE N-S RIGHT-OF-WAY FENCE LINE, AND 51 FEET NW OF THE CENTER
 BZ1293'LINE OF THE ROAD.  IT PROJECTS ABOUT 4 INCHES.
 BZ1293'
 BZ1293'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1293'DISKS SET IN CONCRETE.
 BZ1293'
 BZ1293'REFERENCE MARK 1 IS E OF THE STATION, 1 FOOT S OF THE N
 BZ1293'RIGHT-OF-WAY FENCE LINE, AND 25 FEET N OF THE CENTER LINE
 BZ1293'OF THE ROAD.  IT PROJECTS ABOUT 5 INCHES.
 BZ1293'
 BZ1293'REFERENCE MARK 2 IS S OF THE STATION, 1 FOOT E OF THE W
 BZ1293'RIGHT-OF-WAY FENCE LINE, AND 25 FEET W OF THE CENTER LINE
 BZ1293'OF THE ROAD.  IT PROJECTS ABOUT 5 INCHES.
 BZ1293'
 BZ1293'AZIMUTH MARK IS 0.5 MILE S OF THE STATION, AT A RIGHT TURN
 BZ1293'IN THE ROAD, 2 FEET N OF THE N RIGHT-OF-WAY FENCE LINE, AND
 BZ1293'6 FEET ENE OF THE CORNER POST AT THE FENCE CORNER.  IT
 BZ1293'PROJECTS ABOUT 8 INCHES.
 BZ1293'
 BZ1293'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 BZ1293'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 BZ1293'
 BZ1293'TO REACH THE STATION FROM THE RAILROAD CROSSING IN WHITNEY,
 BZ1293'GO SW ON STATE HIGHWAY 22 FOR 1.0 MILE TO A LEFT TURN IN
 BZ1293'THE ROAD.  THE STATION IS IN THE NW CORNER OF THE BEND IN
 BZ1293'THE ROAD.
 BZ1293'
 BZ1293'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BZ1293
 BZ1293                          STATION RECOVERY (1948)
 BZ1293
 BZ1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1293'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK FOUND
 BZ1293'AS DESCRIBED AND WERE IN GOOD CONDITION.  BUT ERRORS WERE
 BZ1293'FOUND IN SEVERAL MEASUREMENTS AND ARE CORRECTED IN THE NEW
 BZ1293'DESCRIPTION THAT FOLLOWS.
 BZ1293'
 BZ1293'STATION IS LOCATED ABOUT 1.0 MILE SOUTHWEST
 BZ1293'OF WHITNEY AND ON THE NORTH SIDE OF STATE HIGHWAY 22.  IT IS
 BZ1293'10 FEET SOUTH OF THE EAST-WEST RIGHT-OF-WAY FENCE LINE,
 BZ1293'9 FEET EAST OF THE NORTH-SOUTH RIGHT-OF-WAY FENCE LINE,
 BZ1293'50 FEET NORTHWEST OF THE APPROXIMATE CENTER LINE OF THE ROAD
 BZ1293'AND 9 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 BZ1293'ABOUT 4 INCHES AND THE DISK IS STAMPED WHITNEY 1944.
 BZ1293'
 BZ1293'REFERENCE MARK NO. 1 IS 72.67 FEET EAST OF THE STATION, 1
 BZ1293'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE AND 24 FEET
 BZ1293'NORTH OF THE APPROXIMATE CENTER LINE OF THE ROAD.  THE MARK
 BZ1293'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED WHITNEY
 BZ1293'NO 1 1944.
 BZ1293'
 BZ1293'REFERENCE MARK NO. 2 IS 114.14 FEET SOUTH OF THE STATION,
 BZ1293'1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE LINE AND 25 FEET
 BZ1293'WEST OF THE APPROXIMATE CENTER LINE OF THE ROAD.  THE MARK
 BZ1293'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED WHITNEY
 BZ1293'NO 2 1944.
 BZ1293'
 BZ1293'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, AT THE FIRST
 BZ1293'RIGHT TURN IN THE HIGHWAY, 1 FOOT NORTH OF THE NORTH
 BZ1293'RIGHT-OF-WAY FENCE LINE AND 8 FEET EAST-NORTHEAST OF THE CORNER
 BZ1293'POST IN THE FENCE LINE AND 43 FEET WEST-NORTHWEST OF A
 BZ1293'TELEPHONE POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 BZ1293'IS STAMPED WHITNEY 1944.
 BZ1293'
 BZ1293'TO REACH THE STATION FROM THE STATE HIGHWAY 22 RAILROAD
 BZ1293'CROSSING IN WHITNEY, WHICH IS 1 BLOCK WEST OF THE RAILROAD
 BZ1293'STATION, GO SOUTHWEST ON STATE HIGHWAY 22 FOR 1.0 MILE TO
 BZ1293'THE STATION SITE ON THE RIGHT ALONG THE OUTSIDE OF A LEFT
 BZ1293'TURN.  (THE LAST 3/4 MILE IS A CROOKED, WINDING ROAD.) TO
 BZ1293'REACH THE AZIMUTH MARK CONTINUE ON HIGHWAY 22 FOR 0.3 MILE
 BZ1293'TO THE MARK ON THE RIGHT AS DESCRIBED ABOVE.
 BZ1293'
 BZ1293'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
 BZ1293'
 BZ1293'HEIGHT OF LIGHT ABOVE STATION MARK, 27 METERS.
 BZ1293
 BZ1293                          STATION RECOVERY (1982)
 BZ1293
 BZ1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BZ1293'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 BZ1293'MARKS WERE BROKEN OFF AT GROUND LEVEL.  REFERENCE MARKS 3 AND 4 WERE
 BZ1293'SET AT THIS TIME NEAR THE SAME LOCATION.  THE AZIMUTH MARK WAS FOUND
 BZ1293'IN GOOD CONDITION, BUT WOULD NOT SEE THE STATION WITHOUT A 6-METER
 BZ1293'STAND.  NO SUITABLE PLACE COULD BE FOUND FOR ANOTHER AZIMUTH MARK DUE
 BZ1293'TO THE STATION BEING IN A HOLE.  A TANK TO THE NORTH OF TOWN AS AN
 BZ1293'INITIAL BUT IT HAS NO POSITION ON IT.
 BZ1293'
 BZ1293'THE STATION IS LOCATED 2.40 KM (1.5 MI) WEST-NORTHWEST OF WHITNEY
 BZ1293'ALONG A MOSTLY GRAVEL ROAD THAT WAS THE MAIN ROAD LEADING TO THE TOWN
 BZ1293'OF MORGAN IN 1944.  IT IS ON THE NORTH SIDE OF A 90-DEGREE TURN IN
 BZ1293'THE ROAD.
 BZ1293'
 BZ1293'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 BUSINESS
 BZ1293'ROUTE AND FARM TO MARKET ROAD 933, IN THE SOUTHWEST EDGE OF WHITNEY,
 BZ1293'GO NORTH ON FM 933 AND BUSINESS 22 FOR 9.80 KM (0.5 MI) TO A WATER
 BZ1293'STANDPIPE AND A GRAVEL STREET THAT FORKS LEFT.   BEAR LEFT ON THE
 BZ1293'GRAVEL ROAD AND GO NORTHERLY FOR 0.16 KM (0.1 MI) TO A PAVED ROAD
 BZ1293'THAT GOES TO THE WEST.  TURN LEFT AND GO WEST THEN NORTH ON THE PAVED
 BZ1293'ROAD FOR 0.48 KM (0.3 MI) TO WHERE THE PAVEMENT ENDS AND THE ROAD
 BZ1293'TURNS WEST AND THE STATION AHEAD AS DESCRIBED.  CONTINUE WESTERLY ON
 BZ1293'THE GRAVEL ROAD FOR 0.48 KM (0.3 MI) TO THE AZIMUTH MARK ON THE RIGHT
 BZ1293'AT A CURVE IN THE ROAD.
 BZ1293'
 BZ1293'THE STATION MARK, STAMPED---WHITNEY 1944---IS A STANDARD CGS DISK SET
 BZ1293'IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 24.38 M
 BZ1293'(50.0 FEET) NORTHEAST OF THE CENTER OF THE ROAD, 3.90 M (12.8 FEET)
 BZ1293'SOUTHEAST OF THE CENTER OF A CATTLE GAP, 3.05 M (10.0 FEET) SOUTH OF
 BZ1293'A FENCE AND 0.30 M (1.0 FOOT) SOUTH OF A METAL WITNESS POST.  THE
 BZ1293'MARK IS IN A CORNER FORMED BY THE FENCE AND A ROW OF SMALL TREES.
 BZ1293'
 BZ1293'REFERENCE MARK 3, STAMPED---WHITNEY NO 3 1982---IS A STANDARD NGS
 BZ1293'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 BZ1293'GROUND.  IT IS 7.62 M (25.0 FEET) EAST OF THE CENTER OF THE ROAD,
 BZ1293'3.66 M (12.0 FEET) SOUTH OF A DRIVEWAY AND SET IN THE RIGHT-OF-WAY
 BZ1293'LINE.
 BZ1293'
 BZ1293'REFERENCE MARK 4, STAMPED---WHITNEY NO 4 1982---IS A STANDARD NGS
 BZ1293'DISK SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BZ1293'IT IS 7.62 M (25.0 FEET) NORTH OF THE CENTER OF THE ROAD AND 0.24 M
 BZ1293'(0.8 FOOT) SOUTH OF A FENCE.
 BZ1293'
 BZ1293'AZIMUTH MARK, STAMPED---WHITNEY 1944---IS A STANDARD CGS DISK SET IN
 BZ1293'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.09 M (0.3 FOOT).  IT
 BZ1293'IS 9.14 M (30.0 FEET) NORTH OF THE CENTER OF THE ROAD, 0.30 M (1.0
 BZ1293'FOOT) NORTH OF THE FENCE AND 0.40 M (1.3 FEET) NORTH OF A METAL
 BZ1293'WITNESS POST.
 BZ1293
 BZ1293                          STATION RECOVERY (1999)
 BZ1293
 BZ1293'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1291 ***********************************************************************
 BZ1291  DESIGNATION -  WHITNEY METHODIST CHURCH SPIRE
 BZ1291  PID         -  BZ1291
 BZ1291  STATE/COUNTY-  TX/HILL
 BZ1291  USGS QUAD   -  WHITNEY (1979)
 BZ1291
 BZ1291                         *CURRENT SURVEY CONTROL
 BZ1291  ___________________________________________________________________
 BZ1291* NAD 83(1993)-  31 57 14.24171(N)    097 19 20.25728(W)     ADJUSTED  
 BZ1291* NAVD 88     -                                                        
 BZ1291  ___________________________________________________________________
 BZ1291  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 BZ1291  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BZ1291
 BZ1291  HORZ ORDER  -  THIRD
 BZ1291
 BZ1291.The horizontal coordinates were established by classical geodetic methods
 BZ1291.and adjusted by the National Geodetic Survey in February 1996..
 BZ1291
 BZ1291
 BZ1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1291
 BZ1291.The geoid height was determined by GEOID03.
 BZ1291
 BZ1291;                    North         East     Units Scale Factor Converg.
 BZ1291;SPC TXNC     - 2,032,483.151   711,344.483   MT  1.00005451   +0 38 32.3
 BZ1291;SPC TXNC     - 6,668,238.47  2,333,802.69   sFT  1.00005451   +0 38 32.3
 BZ1291;SPC TX C     - 3,257,423.846   984,635.548   MT  1.00001973   +1 33 03.1
 BZ1291;SPC TX C     -10,687,064.73  3,230,425.13   sFT  1.00001973   +1 33 03.1
 BZ1291;UTM  14      - 3,536,560.874   658,557.511   MT  0.99991005   +0 53 17.1
 BZ1291
 BZ1291                          SUPERSEDED SURVEY CONTROL
 BZ1291
 BZ1291  NAD 83(1986)-  31 57 14.24950(N)    097 19 20.23640(W) AD(       ) 4
 BZ1291  NAD 27      -  31 57 13.68100(N)    097 19 19.19000(W) AD(       ) 3
 BZ1291
 BZ1291.Superseded values are not recommended for survey control.
 BZ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1291.See file dsdata.txt to determine how the superseded data were derived.
 BZ1291
 BZ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA5855836561(NAD 83)
 BZ1291_MARKER: 90 = CHURCH SPIRE
 BZ1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1291+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1291
 BZ1291  HISTORY     - Date     Condition        Report By
 BZ1291  HISTORY     - 1944     FIRST OBSERVED   CGS
 BZ1291  HISTORY     - 19990220 GOOD             USPSQD
 BZ1291  HISTORY     - 20031011 GOOD             USPSQD
 BZ1291
 BZ1291                          STATION DESCRIPTION
 BZ1291
 BZ1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1291'STATION IS THE APEX OF THE METHODIST CHURCH SPIRE LOCATED
 BZ1291'2 BLOCKS N OF THE BUSINESS SECTION OF THE VILLAGE OF WHITNEY.
 BZ1291'THE SPIRE IS ON THE SW CORNER OF THE BUILDING AND IS ABOUT
 BZ1291'50 FEET HIGH.
 BZ1291'
 BZ1291'THIS IS AN INTERSECTION STATION.
 BZ1291
 BZ1291                          STATION RECOVERY (1999)
 BZ1291
 BZ1291'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1291'RECOVERED IN GOOD CONDITION.
 BZ1291
 BZ1291                          STATION RECOVERY (2003)
 BZ1291
 BZ1291'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1292 ***********************************************************************
 BZ1292  DESIGNATION -  WHITNEY MUNICIPAL TANK
 BZ1292  PID         -  BZ1292
 BZ1292  STATE/COUNTY-  TX/HILL
 BZ1292  USGS QUAD   -  WHITNEY (1979)
 BZ1292
 BZ1292                         *CURRENT SURVEY CONTROL
 BZ1292  ___________________________________________________________________
 BZ1292* NAD 83(1993)-  31 56 57.90511(N)    097 19 19.01906(W)     ADJUSTED  
 BZ1292* NAVD 88     -                                                        
 BZ1292  ___________________________________________________________________
 BZ1292  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 BZ1292  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BZ1292
 BZ1292  HORZ ORDER  -  THIRD
 BZ1292
 BZ1292.The horizontal coordinates were established by classical geodetic methods
 BZ1292.and adjusted by the National Geodetic Survey in February 1996..
 BZ1292
 BZ1292
 BZ1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1292
 BZ1292.The geoid height was determined by GEOID03.
 BZ1292
 BZ1292;                    North         East     Units Scale Factor Converg.
 BZ1292;SPC TXNC     - 2,031,980.325   711,382.643   MT  1.00005601   +0 38 33.0
 BZ1292;SPC TXNC     - 6,666,588.78  2,333,927.89   sFT  1.00005601   +0 38 33.0
 BZ1292;SPC TX C     - 3,256,921.706   984,681.674   MT  1.00001842   +1 33 03.7
 BZ1292;SPC TX C     -10,685,417.30  3,230,576.46   sFT  1.00001842   +1 33 03.7
 BZ1292;UTM  14      - 3,536,058.289   658,597.821   MT  0.99991021   +0 53 17.4
 BZ1292
 BZ1292                          SUPERSEDED SURVEY CONTROL
 BZ1292
 BZ1292  NAD 83(1986)-  31 56 57.91286(N)    097 19 18.99820(W) AD(       ) 4
 BZ1292  NAD 27      -  31 56 57.34200(N)    097 19 17.95300(W) AD(       ) 3
 BZ1292
 BZ1292.Superseded values are not recommended for survey control.
 BZ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1292.See file dsdata.txt to determine how the superseded data were derived.
 BZ1292
 BZ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA5859836058(NAD 83)
 BZ1292_MARKER: 53 = ELEVATED TANK
 BZ1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1292+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1292
 BZ1292  HISTORY     - Date     Condition        Report By
 BZ1292  HISTORY     - 1944     FIRST OBSERVED   CGS
 BZ1292  HISTORY     - 1948     GOOD             CGS
 BZ1292  HISTORY     - 19990220 GOOD             USPSQD
 BZ1292  HISTORY     - 20031011 GOOD             USPSQD
 BZ1292
 BZ1292                          STATION DESCRIPTION
 BZ1292
 BZ1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1292'STATION IS THE BALL ON THE TIP OF THE WHITNEY MUNICIPAL
 BZ1292'WATER TANK.  THE TANK IS LOCATED IN THE S PART OF THE VILLAGE
 BZ1292'OF WHITNEY, JUST S OF THE RAILROAD DEPOT, AND ON THE E SIDE
 BZ1292'OF STATE HIGHWAY 22.  THE TANK IS SUPPORTED BY 4 STRUCTURAL-STEEL
 BZ1292'LEGS AND IS PAINTED ALUMINUM WITH THE WORD WHITNEY ON THE E AND W
 BZ1292'SIDES.  THE STRUCTURE IS ABOUT 90 FEET HIGH.
 BZ1292'
 BZ1292'THIS IS AN INTERSECTION STATION.
 BZ1292
 BZ1292                          STATION RECOVERY (1948)
 BZ1292
 BZ1292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1292'THE STATION IS LOCATED IN THE CENTRAL PART OF THE TOWN OF WHITNEY
 BZ1292'ABOUT 100 YARDS SOUTHWEST OF THE DEPOT, 90 FEET EAST OF THE
 BZ1292'CENTER LINE OF STATE HIGHWAY 22 AND 60 FEET SOUTH OF THE CENTER LINE
 BZ1292'OF AN EAST-WEST STREET.
 BZ1292'
 BZ1292'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 BZ1292'
 BZ1292'THE TANK IS OF STEEL CONSTRUCTION, 25 FEET SQUARE AT THE
 BZ1292'BASE, FOUR-LEGGED, 72 FEET HIGH AND PAINTED SILVER.
 BZ1292
 BZ1292                          STATION RECOVERY (1999)
 BZ1292
 BZ1292'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1292'RECOVERED IN GOOD CONDITION.
 BZ1292
 BZ1292                          STATION RECOVERY (2003)
 BZ1292
 BZ1292'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0563 ***********************************************************************
 AO0563  DESIGNATION -  WHITSETT
 AO0563  PID         -  AO0563
 AO0563  STATE/COUNTY-  TX/LIVE OAK
 AO0563  USGS QUAD   -  PEGGY (1984)
 AO0563
 AO0563                         *CURRENT SURVEY CONTROL
 AO0563  ___________________________________________________________________
 AO0563* NAD 83(1993)-  28 38 35.86198(N)    098 12 36.57194(W)     ADJUSTED  
 AO0563* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 AO0563  ___________________________________________________________________
 AO0563  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AO0563  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AO0563
 AO0563  HORZ ORDER  -  FIRST
 AO0563
 AO0563.The horizontal coordinates were established by classical geodetic methods
 AO0563.and adjusted by the National Geodetic Survey in February 1996..
 AO0563
 AO0563.The orthometric height was scaled from a topographic map.
 AO0563
 AO0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0563
 AO0563.The geoid height was determined by GEOID03.
 AO0563
 AO0563;                    North         East     Units Scale Factor Converg.
 AO0563;SPC TXSC     - 4,090,028.144   677,218.427   MT  0.99993554   +0 23 13.0
 AO0563;SPC TXSC     -13,418,700.67  2,221,840.79   sFT  0.99993554   +0 23 13.0
 AO0563;UTM  14      - 3,168,721.868   577,194.433   MT  0.99967354   +0 22 43.1
 AO0563
 AO0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0563!SPC TXSC     -   0.99998807  x   0.99993554  =   0.99992361
 AO0563!UTM  14      -   0.99998807  x   0.99967354  =   0.99966162
 AO0563
 AO0563|---------------------------------------------------------------------|
 AO0563| PID    Reference Object                     Distance      Geod. Az  |
 AO0563|                                                           dddmmss.s |
 AO0563| CV5808 WHITSETT RM 1                        27.757 METERS 02539     |
 AO0563| CV5807 WHITSETT AZ MK                                     2833628.4 |
 AO0563| CV5809 WHITSETT RM 2                        23.631 METERS 29740     |
 AO0563|---------------------------------------------------------------------|
 AO0563
 AO0563                          SUPERSEDED SURVEY CONTROL
 AO0563
 AO0563  NAD 83(1986)-  28 38 35.86672(N)    098 12 36.55032(W) AD(       ) 1
 AO0563  NAD 27      -  28 38 34.91900(N)    098 12 35.52200(W) AD(       ) 1
 AO0563
 AO0563.Superseded values are not recommended for survey control.
 AO0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0563.See file dsdata.txt to determine how the superseded data were derived.
 AO0563
 AO0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS7719468722(NAD 83)
 AO0563_MARKER: DS = TRIANGULATION STATION DISK
 AO0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0563
 AO0563  HISTORY     - Date     Condition        Report By
 AO0563  HISTORY     - 1952     MONUMENTED       CGS
 AO0563  HISTORY     - 1953     GOOD             CGS
 AO0563
 AO0563                          STATION DESCRIPTION
 AO0563
 AO0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0563'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF THREE RIVERS.
 AO0563'11 MILES SOUTH-SOUTHWEST OF FASHING.  4 MILES EAST OF WHITSETT.
 AO0563'0.1 MILE SOUTH OF A FENCE LINE AND ON A LOW, FLAT-TOPPED,
 AO0563'NORTH-SOUTH RIDGE.
 AO0563'
 AO0563'TO REACH THE STATION FROM WHITSETT, GO SOUTH ON U.S. HIGHWAY
 AO0563'281 FOR 0.7 MILE TO A DIRT SIDE ROAD LEFT.  TURN LEFT AND GO
 AO0563'EAST AND NORTHEAST FOR 3.4 MILES TO A SIDE ROAD LEFT.  CONTINUE
 AO0563'STRAIGHT AHEAD, EAST, FOR 0.2 MILE TO A POINT WHERE THE
 AO0563'ROAD TURNS SOUTH.  TURN SOUTH AND GO 0.6 MILE TO WHERE THE
 AO0563'ROAD TURNS LEFT, EAST, 0.1 MILE NORTHEAST OF A FARM HOUSE.
 AO0563'TURN LEFT AND GO 0.05 MILE TO THE SUMMIT OF A LOW HILL AND
 AO0563'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE DIRT
 AO0563'ROAD FOR 0.25 MILE TO A GATE.  PASS THROUGH THE GATE AND
 AO0563'CONTINUE EAST ON THE TRACK ROAD FOR 0.1 MILE TO A GATE.
 AO0563'PASS THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD ALONG
 AO0563'THE SOUTH SIDE OF A FENCE FOR 0.25 MILE TO A POINT WHERE
 AO0563'THE ROAD BEARS RIGHT, LEAVING THE FENCE LINE.  FOLLOW
 AO0563'THE TRACK ROAD SOUTHEASTERLY FOR 0.1 MILE TO AN OLD SHACK
 AO0563'AND THE STATION 100 FEET EAST OF THE ROAD.
 AO0563'
 AO0563'THE STATION MARK, STAMPED WHITSETT 1952, IS A BRONZE DISK
 AO0563'SET IN A SQUARE CONCRETE POST 1 INCH BELOW THE SURFACE OF
 AO0563'THE GROUND.  IT IS 100 FEET SOUTH OF THE OLD SHACK.  30
 AO0563'FEET NORTHWEST OF A WINDMILL AND 10 FEET NORTH OF A WHITE
 AO0563'WITNESS POST.
 AO0563'
 AO0563'REFERENCE MARK NO. 1, STAMPED WHITSETT NO 1 1952, IS A BRONZE
 AO0563'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES
 AO0563'AND IS 12 FEET SOUTH OF THE OLD HOUSE.
 AO0563'
 AO0563'REFERENCE MARK NO. 2, STAMPED WHITSETT NO 2 1952, IS A BRONZE
 AO0563'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.
 AO0563'IT IS 3 FEET NORTHEST OF A LARGE TREE AND 30 FEET EAST OF
 AO0563'A TRACK ROAD.
 AO0563'
 AO0563'THE AZIMUTH MARK, STAMPED WHITSETT 1952, IS A BRONZE DISK
 AO0563'SET IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 AO0563'0.1 MILE EAST OF A FARM HOUSE.  20 FEET SOUTH OF THE CENTER
 AO0563'OF A DIRT ROAD.  3 FEET EAST OF A WHITE WITNESS POST.  2
 AO0563'FEET SOUTH OF A FENCE LINE AND 1-1/2 FEET EAST OF A POWER
 AO0563'LINE POLE.
 AO0563
 AO0563                          STATION RECOVERY (1953)
 AO0563
 AO0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0563'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 AO0563'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH
 AO0563'THE EXCEPTION OF ONE MILEAGE IN THE TO REACH WHICH SHOULD
 AO0563'BE 0.15 MILE INSTEAD OF 0.25 MILE.  THE LAST PART OF THE TO
 AO0563'REACH SHOULD READ AS FOLLOWS.
 AO0563'
 AO0563'PASS THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD ALONG
 AO0563'THE SOUTH SIDE OF A FENCE FOR 0.15 MILE TO A POINT WHERE
 AO0563'THE ROAD BEARS RIGHT, LEAVING THE FENCELINE.  FOLLOW THE
 AO0563'TRACK ROAD SOUTHEASTERLY FOR 0.1 MILE TO AN OLD SHACK AND
 AO0563'THE STATION 100 FEET EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0899 ***********************************************************************
 FM0899  DESIGNATION -  WHITSETT
 FM0899  PID         -  FM0899
 FM0899  STATE/COUNTY-  TX/DEAF SMITH
 FM0899  USGS QUAD   -  FORD (1966)
 FM0899
 FM0899                         *CURRENT SURVEY CONTROL
 FM0899  ___________________________________________________________________
 FM0899* NAD 83(1993)-  35 03 46.17235(N)    102 22 36.29491(W)     ADJUSTED  
 FM0899* NAVD 88     -      1206.9    (meters)    3960.     (feet)  VERTCON   
 FM0899  ___________________________________________________________________
 FM0899  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 FM0899  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 FM0899
 FM0899  HORZ ORDER  -  FIRST
 FM0899
 FM0899.The horizontal coordinates were established by classical geodetic methods
 FM0899.and adjusted by the National Geodetic Survey in February 1996..
 FM0899
 FM0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0899
 FM0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0899
 FM0899.The geoid height was determined by GEOID03.
 FM0899
 FM0899;                    North         East     Units Scale Factor Converg.
 FM0899;SPC TX N     - 1,118,261.154   120,031.099   MT  0.99992996   -0 30 29.2
 FM0899;SPC TX N     - 3,668,828.47    393,802.03   sFT  0.99992996   -0 30 29.2
 FM0899;UTM  13      - 3,883,157.521   739,221.572   MT  1.00030535   +1 30 27.7
 FM0899
 FM0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0899!SPC TX N     -   0.99981453  x   0.99992996  =   0.99974450
 FM0899!UTM  13      -   0.99981453  x   1.00030535  =   1.00011982
 FM0899
 FM0899|---------------------------------------------------------------------|
 FM0899| PID    Reference Object                     Distance      Geod. Az  |
 FM0899|                                                           dddmmss.s |
 FM0899| CJ9299 WHITSETT RM 1 RESET                  92.617 METERS 03246     |
 FM0899| CJ9301 WHITSETT RM 3                       106.042 METERS 04701     |
 FM0899| FM0891 BUSHLAND NEELY GRAIN CO ELEV        APPROX.31.5 KM 0624619.8 |
 FM0899| FM0890 BUSHLAND COOP GRAIN ELEVATOR        APPROX.31.8 KM 0630423.3 |
 FM0899| FM0892 BUSHLAND                            APPROX.31.6 KM 0662045.3 |
 FM0899| CJ9298 WHITSETT AZ MK                                     1391940.7 |
 FM0899| EO0604 HEREFORD MUNICIPAL TANK             APPROX.27.4 KM 1831617.1 |
 FM0899| FM0918 AIRWAY BEACON 91                    APPROX.30.2 KM 3041335.7 |
 FM0899| CJ9302 WHITSETT RM 4                        88.802 METERS 32639     |
 FM0899| CJ9300 WHITSETT RM 2 RESET                  94.086 METERS 32835     |
 FM0899| FM0903 AIRWAY BEACON 92                    APPROX.18.1 KM 3430323.6 |
 FM0899|---------------------------------------------------------------------|
 FM0899
 FM0899                          SUPERSEDED SURVEY CONTROL
 FM0899
 FM0899  NAD 83(1986)-  35 03 46.17947(N)    102 22 36.28628(W) AD(       ) 1
 FM0899  NAD 27      -  35 03 45.97400(N)    102 22 34.54600(W) AD(       ) 1
 FM0899  NGVD 29 (07/19/86) 1206.4    (m)         3958.     (f) VERT ANG       
 FM0899
 FM0899.Superseded values are not recommended for survey control.
 FM0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0899.See file dsdata.txt to determine how the superseded data were derived.
 FM0899
 FM0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU3922283158(NAD 83)
 FM0899_MARKER: DS = TRIANGULATION STATION DISK
 FM0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0899
 FM0899  HISTORY     - Date     Condition        Report By
 FM0899  HISTORY     - 1921     MONUMENTED       CGS
 FM0899  HISTORY     - 1935     GOOD             CGS
 FM0899  HISTORY     - 1938     MARK NOT FOUND   TXHD
 FM0899  HISTORY     - 1953     GOOD             CGS
 FM0899  HISTORY     - 1958     GOOD             CGS
 FM0899  HISTORY     - 1966     SEE DESCRIPTION  USGS
 FM0899
 FM0899                          STATION DESCRIPTION
 FM0899
 FM0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FM0899'STATION IS ABOUT 11 MILES S AND 2 MILES W OF EVERT SWITCH, ON
 FM0899'THE CHICAGO, ROCK ISLAND AND GULF RAILWAY, 14 MILES SW OF
 FM0899'WILDORADOM 17 RAILS N OF HEREFORD, ON LAND BELONGING TO E.J.
 FM0899'BRANN, WHO LIVES 1-1/2 MILES SW OF THE STATION.  MAGNETIC BEARING
 FM0899'OF BRANNS HOUSE IS 235 DEG.  STATION IS 2 MILES SW OF THE BAKER
 FM0899'RANCH HOUSE, 1 MILE S OF THE FORD RANCH HOUSE, 1/4 MILE SW OF
 FM0899'A LONE WINDMILL, AND 1-1/2 MILES E OF A FENCED HIGHWAY KNOWN AS
 FM0899'THE AVENUE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET
 FM0899'IN CONCRETE.  TWO REFERENCE MARKS WERE SET,
 FM0899'STANDARD DISKS SET IN CONCRETE.  REFERENCE MARK NO. 1
 FM0899'IS 28.31 METERS (92.9 FEET) FROM STATION.
 FM0899'REFERENCE MARK NO. 2, 27.80 METERS (91.2
 FM0899'FEET).  FROM THE STATION THE
 FM0899'BEARING OF HEREFORD CITY WATER TANK S 03 DEG 16 MIN W, AND
 FM0899'OF E.J. BRANNS HOUSE, E CHIMNEY DISTANT 1-1/2 MILES
 FM0899'S 69 DEG 28 MIN W.
 FM0899
 FM0899                          STATION RECOVERY (1935)
 FM0899
 FM0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0899'THIS STATION IS 17 MILES N OF HEREFORD, NEAR THE CENTER OF
 FM0899'SECTION 53, BLOCK K4.  IT IS 0.2 MILE W OF A N-S FENCE LINE, AND
 FM0899'ABOUT 100 YARDS S OF A TRACK ROAD BETWEEN FIELDS.
 FM0899'
 FM0899'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0899'BRONZE DISKS SET IN CONCRETE.
 FM0899'
 FM0899'THE UNDERGROUND MARK IS ABOUT 40 INCHES BELOW THE SURFACE OF
 FM0899'THE GROUND.
 FM0899'
 FM0899'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, AND IS 12
 FM0899'INCHES BELOW THE SURFACE OF THE GROUND.
 FM0899'
 FM0899'NEW CONCRETE WAS USED FOR THE STATION MARK, BUT THE ORIGINAL
 FM0899'MARK WAS USED.
 FM0899'
 FM0899'REFERENCE MARK NO. 1 WAS ESTABLISHED NEW.  IT IS NNE OF THE
 FM0899'STATION AND PROJECTS 6 INCHES.
 FM0899'
 FM0899'REFERENCE MARK NO. 2 WAS ESTABLISHED NEW.  IT IS NW OF THE
 FM0899'STATION AND PROJECTS 6 INCHES.
 FM0899'
 FM0899'THE AZIMUTH MARK WAS ESTABLISHED NEW.  IT IS SE OF THE STATION
 FM0899'AND PROJECTS 10 INCHES.  THE MARK IS IN A N-S FENCE LINE, 4 FEET
 FM0899'S OF A T-FENCE INTERSECTION AND 12 FEET E OF THE CENTER LINE OF
 FM0899'A TRACK ROAD.
 FM0899'
 FM0899'THE OLD REFERENCE MARKS WERE BROKEN OFF BY A PLOW AND WERE
 FM0899'NOT RECOVERED.
 FM0899'
 FM0899'THE STATION IS REACHED FROM THE NW CORNER OF THE COURTHOUSE
 FM0899'SQUARE IN HEREFORD, BY GOING W 1 BLOCK, TURN RIGHT, THEN GO N
 FM0899'ON THE MAIN STREET FOR 0.3 MILE TO ITS END, THEN W 0.2 MILE.
 FM0899'TURN RIGHT OR N ONTO THE MAIN ROAD AND GO N FOR 11.0 MILES.
 FM0899'FROM A GRADED ROAD T-INTERSECTION, STEM E, CONTINUE STRAIGHT
 FM0899'AHEAD N ON THE MAIN GRADED ROAD FOR 5.4 MILES.  AT CROSSROADS,
 FM0899'WITH A STUCCO HOUSE ABOUT 150 YARDS IN THE SE ANGLE AND A
 FM0899'WHITE HOUSE 0.5 MILE N ON THE E SIDE OF THE ROAD, TURN RIGHT
 FM0899'AND GO E ON A GRADED ROAD FOR 1.0 MILE.  AT THE END OF THE
 FM0899'GRADED ROAD PASS THROUGH A WIRE GATE AND CONTINUE E ON A
 FM0899'TRACK ROAD ALONG THE N SIDE OF A FENCE FOR 0.7 MILE, THEN
 FM0899'LEFT AND GO N ON THE W SIDE OF A FENCE FOR 0.5 MILE.  LEAVE
 FM0899'THE FENCE AND GO W ON A DIM TRACK ROAD FOR 0.2 MILE.
 FM0899'LEAVE THE TRACK ROAD AND DRIVE S ABOUT 100 YARDS THROUGH THE
 FM0899'FIELD TO THE STATION.
 FM0899
 FM0899                          STATION RECOVERY (1938)
 FM0899
 FM0899'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FM0899'REFERENCE MARK NO. 2 WAS THE ONLY MARK RECOVERED, THE STATION AND
 FM0899'REFERENCE MARK NO. 1 HAVE EITHER BEEN DESTROYED OR COVERED UP BY
 FM0899'CULTIVATION.
 FM0899'
 FM0899'TO REACH FROM VEGA HIGH SCHOOL ON U.S. HIGHWAY 66, GO E 0.6
 FM0899'MILE, TURN S FROM U.S. HIGHWAY 66 AND GO 3.2 MILES, TURN E 1.0
 FM0899'MILE, TURN S 8.4 MILES, (PASSING A RED BRICK SCHOOL AT 7.85
 FM0899'MILES), TURN E OFF OF GRADED ROAD TO SECTION LINE TRAIL, GO 1.0
 FM0899'MILE, THENCE GO S 0.50 MILE ALONG E SIDE OF A FENCE, AND TURN
 FM0899'E ALONG FIELD ROAD 0.40 MILE TO REFERENCE MARK NO. 2 ON RIGHT
 FM0899'(S).
 FM0899
 FM0899                          STATION RECOVERY (1953)
 FM0899
 FM0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0899'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND
 FM0899'WERE FOUND IN GOOD CONDITION.  TWO NEW REFERENCE MARKS WERE
 FM0899'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FM0899'
 FM0899'THE STATION IS LOCATED AIRLINE ABOUT 14 MILES SOUTHWEST OF
 FM0899'WILDORADO AND ABOUT 17 MILES NORTH OF HEREFORD IN CULTIVATED
 FM0899'LAND WHICH BELONGS TO MR. E.J. BRANN.
 FM0899'
 FM0899'THE STATION IS A STANDARD DISK STAMPED WHITSETT 1921 SET IN
 FM0899'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 10
 FM0899'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 280 FEET SOUTH
 FM0899'OF AN EAST-WEST FENCE LINE AND 288 FEET SOUTH OF THE CENTER LINE
 FM0899'OF A TRACK ROAD.
 FM0899'
 FM0899'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED WHITSETT
 FM0899'NO 3 1953 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 FM0899'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 FM0899'ELEVATION AS THE STATION.  IT IS 10 INCHES NORTH OF AN EAST-WEST
 FM0899'FENCE LINE AND 3 FEET WEST OF A WHITE WITNESS POST.
 FM0899'
 FM0899'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED WHITSETT
 FM0899'NO 4 1953 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 FM0899'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 FM0899'ELEVATION AS THE STATION.  IT IS 8 INCHES NORTH OF AN EAST-WEST
 FM0899'FENCE LINE, 8 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD,
 FM0899'AND 2 FEET EAST OF A WITNESS POST.
 FM0899'
 FM0899'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FM0899'WHITSETT AZIMUTH 1935 SET IN TOP OF A 12-INCH SQUARE CONCRETE
 FM0899'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 FM0899'4 FEET SOUTH OF A FENCE CORNER.
 FM0899'
 FM0899'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ACROSS
 FM0899'COUNTRY FOR 0.35 MILE TO A FENCE CORNER AND THE AZIMUTH MARK.
 FM0899'
 FM0899'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FM0899'STATE HIGHWAY 51 IN VEGA, GO SOUTH ON STATE HIGHWAY 51 FOR 9.7
 FM0899'MILES TO A SCHOOL HOUSE ON THE RIGHT, WEST.  CONTINUE SOUTH ON
 FM0899'THE HIGHWAY FOR 3.7 MILES TO A CROSS ROAD.  TURN LEFT AND GO
 FM0899'EAST ON THE DIRT ROAD FOR 1.0 MILE TO A SIDE ROAD, RIGHT, AND
 FM0899'A GATE ON THE LEFT, NORTH.  TURN LEFT, NORTH, PASS THROUGH THE
 FM0899'GATE, AND FOLLOW A TRACK ROAD FOR 0.4 MILE TO A FENCE CORNER
 FM0899'AND AN IRRIGATION WELL.  TURN RIGHT, EAST, AND FOLLOW THE
 FM0899'TRACK ROAD FOR 0.4 MILE TO A WHITE WITNESS POST ON THE RIGHT,
 FM0899'REFERENCE MARK NUMBER THREE AND THE STATION.
 FM0899'
 FM0899'NOTE--THE DIFFERENCE IN DIRECTION OF THE AZIMUTH MARK WAS NOTED
 FM0899'AND BELIEVED TO BE CAUSED BY A GRAZING INITIAL LIGHT.
 FM0899'
 FM0899'R.MS. NO. 1 AND NO. 2 WERE DESTROYED AT THE REQUEST OF THE
 FM0899'PROPERTY OWNER.  SEE RECONNAISSANCE DESCRIPTION.  VERIFIED BY
 FM0899'LETTER FROM W.R. HELM DATED 6/3/53.
 FM0899
 FM0899                          STATION RECOVERY (1958)
 FM0899
 FM0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FM0899'THE STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 FM0899'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 FM0899'HAD BEEN HIT REPEATEDLY BY FARM MACHINERY AND WAS VERY BADLY
 FM0899'MARKED.  THE AZIMUTH MARK WAS DESTROYED BY THIS PARTY AT THE
 FM0899'REQUEST OF THE LAND OWNER.
 FM0899'
 FM0899'THE ORIGINAL TO REACH WAS ADEQUATE.
 FM0899
 FM0899                          STATION RECOVERY (1966)
 FM0899
 FM0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0899'AREA IS NOW UNDER CULTIVATION.  SUB-SURFACE MARK WAS NOT SEARCHED
 FM0899'FOR.  R.M. 3 FOUND AS DESCRIBED.  R.M. 4 BELIEVED DESTROYED,
 FM0899'CONCRETE POST WAS FOUND BUT CAP REMOVED.
 FM0899'
 FM0899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11 MI.
 FM0899'S AND 2 MI. W OF EVERT SWITCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0564 ***********************************************************************
 AO0564  DESIGNATION -  WHITSETT HUMBLE BOOSTER STA TK
 AO0564  PID         -  AO0564
 AO0564  STATE/COUNTY-  TX/LIVE OAK
 AO0564  USGS QUAD   -  PEGGY (1984)
 AO0564
 AO0564                         *CURRENT SURVEY CONTROL
 AO0564  ___________________________________________________________________
 AO0564* NAD 83(1993)-  28 40 12.25244(N)    098 11 31.86686(W)     ADJUSTED  
 AO0564* NAVD 88     -                                                        
 AO0564  ___________________________________________________________________
 AO0564  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AO0564  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AO0564
 AO0564  HORZ ORDER  -  THIRD
 AO0564
 AO0564.The horizontal coordinates were established by classical geodetic methods
 AO0564.and adjusted by the National Geodetic Survey in February 1996..
 AO0564
 AO0564
 AO0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0564
 AO0564.The geoid height was determined by GEOID03.
 AO0564
 AO0564;                    North         East     Units Scale Factor Converg.
 AO0564;SPC TXSC     - 4,093,007.367   678,955.087   MT  0.99993006   +0 23 44.7
 AO0564;SPC TXSC     -13,428,475.00  2,227,538.48   sFT  0.99993006   +0 23 44.7
 AO0564;UTM  14      - 3,171,700.074   578,931.075   MT  0.99967688   +0 23 15.3
 AO0564
 AO0564                          SUPERSEDED SURVEY CONTROL
 AO0564
 AO0564  NAD 83(1986)-  28 40 12.25686(N)    098 11 31.84531(W) AD(       ) 4
 AO0564  NAD 27      -  28 40 11.31000(N)    098 11 30.82000(W) AD(       ) 3
 AO0564
 AO0564.Superseded values are not recommended for survey control.
 AO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0564.See file dsdata.txt to determine how the superseded data were derived.
 AO0564
 AO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS7893171700(NAD 83)
 AO0564_MARKER: 53 = ELEVATED TANK
 AO0564
 AO0564  HISTORY     - Date     Condition        Report By
 AO0564  HISTORY     - 1952     FIRST OBSERVED   CGS
 AO0564
 AO0564                          STATION DESCRIPTION
 AO0564
 AO0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0564'LOCATED ABOUT 6 MILES AIR LINE, EAST-NORTHEAST OF WHITSETT.
 AO0564'STATION IS THE TOP CENTER OF THE CYLINDRICAL WATER TANK
 AO0564'WHICH IS SET ON FOUR STEEL LEGS.  THE TANK IS ABOUT 40 FEET
 AO0564'HIGH AND HAS A RECTANGULAR COOLER ON TOP.  IT IS ABOUT 1/4
 AO0564'MILE WEST OF SEVERAL LARGE OIL TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1819 ***********************************************************************
 FL1819  DESIGNATION -  WHITTINGTON
 FL1819  PID         -  FL1819
 FL1819  STATE/COUNTY-  TX/POTTER
 FL1819  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1819
 FL1819                         *CURRENT SURVEY CONTROL
 FL1819  ___________________________________________________________________
 FL1819* NAD 83(1993)-  35 17 33.36667(N)    101 50 51.81903(W)     ADJUSTED  
 FL1819* NAVD 88     -      1089.6    (meters)    3575.     (feet)  VERTCON   
 FL1819  ___________________________________________________________________
 FL1819  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FL1819  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL1819
 FL1819  HORZ ORDER  -  SECOND
 FL1819
 FL1819.The horizontal coordinates were established by classical geodetic methods
 FL1819.and adjusted by the National Geodetic Survey in February 1996..
 FL1819
 FL1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1819
 FL1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1819
 FL1819.The geoid height was determined by GEOID03.
 FL1819
 FL1819;                    North         East     Units Scale Factor Converg.
 FL1819;SPC TX N     - 1,143,452.404   168,372.815   MT  0.99991325   -0 12 05.5
 FL1819;SPC TX N     - 3,751,476.76    552,403.14   sFT  0.99991325   -0 12 05.5
 FL1819;UTM  14      - 3,909,212.279   241,032.853   MT  1.00042657   -1 38 46.3
 FL1819
 FL1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1819!SPC TX N     -   0.99983310  x   0.99991325  =   0.99974637
 FL1819!UTM  14      -   0.99983310  x   1.00042657  =   1.00025960
 FL1819
 FL1819|---------------------------------------------------------------------|
 FL1819| PID    Reference Object                     Distance      Geod. Az  |
 FL1819|                                                           dddmmss.s |
 FL1819| CJ9305 WHITTINGTON RM 1                    196.170 METERS 00501     |
 FL1819| CJ9303 WHITTINGTON AZ MK                                  1254006.7 |
 FL1819| CJ9304 WHITTINGTON AZ MK 2                                1853335.9 |
 FL1819| CJ9306 WHITTINGTON RM 2                     91.560 METERS 27724     |
 FL1819| FL1818 1267                                122.780 METERS 29329     |
 FL1819|---------------------------------------------------------------------|
 FL1819
 FL1819                          SUPERSEDED SURVEY CONTROL
 FL1819
 FL1819  NAD 83(1993)-  35 17 33.37254(N)    101 50 51.81055(W) AD(       ) 2
 FL1819  NAD 83(1986)-  35 17 33.37407(N)    101 50 51.81008(W) AD(       ) 2
 FL1819  NAD 27      -  35 17 33.18900(N)    101 50 50.14600(W) AD(       ) 2
 FL1819  NGVD 29 (07/19/86) 1089.1    (m)         3573.     (f) VERT ANG       
 FL1819
 FL1819.Superseded values are not recommended for survey control.
 FL1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1819.See file dsdata.txt to determine how the superseded data were derived.
 FL1819
 FL1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4103309212(NAD 83)
 FL1819_MARKER: DS = TRIANGULATION STATION DISK
 FL1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1819
 FL1819  HISTORY     - Date     Condition        Report By
 FL1819  HISTORY     - 1935     MONUMENTED       CGS
 FL1819  HISTORY     - 1950     GOOD             CGS
 FL1819  HISTORY     - 1951     GOOD             CGS
 FL1819
 FL1819                          STATION DESCRIPTION
 FL1819
 FL1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FL1819'STATION LIES 6 MILES AIRLINE N OF AMARILLO, ON A PROMINENT
 FL1819'ROUNDED HILL, PASTURE LAND, 6 MILES N AND 1 MILE W OF AMARILLO
 FL1819'POST OFFICE, 0.6 MILE S OF FARM BUILDINGS, 0.9 MILE W OF U.S.
 FL1819'HIGHWAY 385, ON THE LAND OF J.O. WHITTINGTON.  STATION IS
 FL1819'0.75 MILE W OF MULLINS FARM BUILDINGS, 341 FEET E OF CENTER
 FL1819'OF GRADED ROAD, 667 FEET S OF CENTER OF GRADED ROAD, AND
 FL1819'PROJECTS 6 INCHES.
 FL1819'
 FL1819'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FL1819'BRONZE DISKS SET IN CONCRETE.
 FL1819'
 FL1819'REFERENCE MARK NO. 1 IS N OF STATION, 24 FEET S OF CENTER OF
 FL1819'ROAD, 1 FOOT S OF FENCE AND PROJECTS 7 INCHES.
 FL1819'
 FL1819'REFERENCE MARK NO. 2 IS W OF STATION, 41 FEET E OF CENTER
 FL1819'OF ROAD, 1 FOOT E OF FENCE, AND PROJECTS 8 INCHES.
 FL1819'
 FL1819'AZIMUTH MARK IS SE OF STATION, 1 FOOT W OF FENCE, 30 FEET
 FL1819'W OF CENTER OF PAVED U.S. HIGHWAY 385, 150 YARDS SSE OF A
 FL1819'HOUSE, 0.6 MILE S OF ROAD INTERSECTION, 75 YARDS WSW OF
 FL1819'A HOUSE, AND PROJECTS 8 INCHES.
 FL1819'
 FL1819'STATION IS REACHED FROM POTTER COUNTY COURTHOUSE IN AMARILLO
 FL1819'BY DRIVING N ON U.S. HIGHWAY 385 FOR 6.3 MILES, TURN LEFT
 FL1819'OR W 1.0 MILE, TURN LEFT OR S 0.7 MILE TO WIRE GATE ON E
 FL1819'SIDE OF ROAD AT NW CORNER OF FARM LOT, PASS THROUGH GATE TO
 FL1819'E, TURN LEFT OR N IMMEDIATELY, AND FOLLOW FARM TRAIL ALONG
 FL1819'E SIDE OF FENCE 0.6 MILE, TURN RIGHT OR E 100 YARDS TO STATION.
 FL1819'
 FL1819'ALL OBJECTS ARE VISIBLE FROM GROUND.  A 15-FOOT STAND WAS
 FL1819'USED.
 FL1819
 FL1819                          STATION RECOVERY (1950)
 FL1819
 FL1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 FL1819'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FL1819'DESCRIBED.
 FL1819'
 FL1819'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT HAS
 FL1819'PROBABLY BEEN DESTROYED BY THE WIDENING OF THE HIGHWAY.
 FL1819
 FL1819                          STATION RECOVERY (1951)
 FL1819
 FL1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1819'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED
 FL1819'AND FOUND TO BE IN GOOD CONDITION.  NEAR THE AZIMUTH MARK A
 FL1819'RECENTLY CONSTRUCTED BUILDING BLOCKS THE LINE BETWEEN THE
 FL1819'STATION AND THE AZIMUTH MARK, AND SO A NEW AZIMUTH MARK HAS
 FL1819'BEEN ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 FL1819'
 FL1819'THE STATION IS LOCATED ON THE TOP AND HIGHEST POINT OF A
 FL1819'PROMINENT HILL, ABOUT 6 MILES AIRLINE NORTH OF AMARILLO,
 FL1819'ABOUT 36 MILES AIRLINE SOUTHWEST OF BORGER, AND ABOUT 1 MILE
 FL1819'WEST OF U.S. HIGHWAY 87.
 FL1819'
 FL1819'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO, GO
 FL1819'NORTH ON U.S. HIGHWAY 87 FOR 5.1 MILES TO THE TOP OF A SMALL
 FL1819'RISE AND THE AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD
 FL1819'ON THE HIGHWAY AND GO 0.7 MILE TO A CROSS ROAD.  TURN LEFT
 FL1819'ONTO WEST CHERRY AVENUE AND GO 1.0 MILE TO A CROSS ROAD.
 FL1819'TURN LEFT, PASSING THROUGH A GATE AT THE SOUTHEAST CORNER
 FL1819'OF THE CROSS ROAD AND GO SOUTHEAST, CROSS COUNTRY, FOR 0.1
 FL1819'MILE TO THE TOP OF THE HILL, A WHITE WITNESS POST AND THE
 FL1819'STATION.
 FL1819'
 FL1819'THE STATION MARK IS A STANDARD DISK STAMPED WHITTINGTON 1935
 FL1819'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1819'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 9 FEET NORTH
 FL1819'OF A WHITE WITNESS POST.
 FL1819'
 FL1819'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED WHITTINGTON
 FL1819'NO 1 1935 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 FL1819'THAT PROJECTS ABOUT 7 INCHES ABOVE THE GROUND.  IT IS ABOUT
 FL1819'1 FOOT SOUTH OF A FENCE LINE, ABOUT 24 FEET SOUTH OF THE
 FL1819'CENTERLINE OF AN EAST-WEST GRADED ROAD, AND ABOUT 12 FEET LOWER
 FL1819'THAN THE STATION.
 FL1819'
 FL1819'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED WHITTINGTON
 FL1819'NO 2 1935 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 FL1819'THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT
 FL1819'1 FOOT EAST OF A FENCE LINE, AND ABOUT 40 FEET EAST OF THE
 FL1819'CENTERLINE OF A NORTH-SOUTH GRADED ROAD, AND ABOUT 8 FEET
 FL1819'LOWER THAN THE STATION.
 FL1819'
 FL1819'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY
 FL1819'87 AND IS A STANDARD DISK STAMPED WHITTINGTON 1935 SET IN THE
 FL1819'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 8
 FL1819'INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT WEST OF A FENCE
 FL1819'LINE AND ABOUT 30 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 87.
 FL1819'
 FL1819'AZIMUTH MARK NUMBER 2 IS LOCATED ON THE EAST SIDE OF THE GRADED
 FL1819'ROAD THAT RUNS SOUTH FROM THE CROSS ROAD NEAR THE STATION.
 FL1819'IT IS A STANDARD DISK STAMPED WHITTINGTON 1935 1951 SET IN
 FL1819'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 FL1819'3 INCHES ABOVE THE GROUND.  IT IS ABOUT 5 FEET EAST-SOUTHEAST
 FL1819'OF A FENCE CORNER AND ABOUT 38 FEET EAST OF THE CENTERLINE
 FL1819'OF THE ROAD.  TO REACH THE SECOND AZIMUTH MARK FROM THE
 FL1819'STATION, GO NORTHWEST FOR 0.1 MILE TO A CROSS ROAD.  TURN LEFT,
 FL1819'SOUTH, AFTER PASSING THROUGH A GATE, AND GO 0.7 MILE TO A
 FL1819'FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT.
 FL1819'
 FL1819'THE U.S. COAST AND GEODETIC AND STATE SURVEY STATION MARK
 FL1819'IS STAMPED 1267 AND IS SET IN THE TOP OF A 6-INCH SQUARE
 FL1819'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 FL1819'IT IS ABOUT 32 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 FL1819'GRADED ROAD, ABOUT 6 FEET EAST OF A FENCE LINE, ABOUT 3 FEET
 FL1819'SOUTHWEST OF A TELEPHONE POLE, AND ABOUT 10 FEET LOWER THAN
 FL1819'THE STATION.
 FL1819'
 FL1819'OBSERVATIONS WERE MADE FROM A 4-FOOT WOODEN STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0970 ***********************************************************************
 EM0970  DESIGNATION -  WHITTLE
 EM0970  PID         -  EM0970
 EM0970  STATE/COUNTY-  TX/HARDEMAN
 EM0970  USGS QUAD   -  CHILLICOTHE (1984)
 EM0970
 EM0970                         *CURRENT SURVEY CONTROL
 EM0970  ___________________________________________________________________
 EM0970* NAD 83(1993)-  34 21 32.07942(N)    099 31 57.39056(W)     ADJUSTED  
 EM0970* NAVD 88     -       474.97   (+/-2cm)    1558.3    (feet)  VERTCON   
 EM0970  ___________________________________________________________________
 EM0970  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 EM0970  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 EM0970
 EM0970  HORZ ORDER  -  FIRST
 EM0970  VERT ORDER  -  THIRD ? (See Below)
 EM0970
 EM0970.The horizontal coordinates were established by classical geodetic methods
 EM0970.and adjusted by the National Geodetic Survey in February 1996..
 EM0970
 EM0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0970.The vertical order pertains to the NGVD 29 superseded value.
 EM0970
 EM0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0970
 EM0970.The geoid height was determined by GEOID03.
 EM0970
 EM0970;                    North         East     Units Scale Factor Converg.
 EM0970;SPC TXNC     - 2,299,039.018   504,994.668   MT  1.00013304   -0 33 47.4
 EM0970;SPC TXNC     - 7,542,763.84  1,656,803.34   sFT  1.00013304   -0 33 47.4
 EM0970;UTM  14      - 3,802,080.955   451,022.329   MT  0.99962957   -0 18 02.1
 EM0970
 EM0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0970!SPC TXNC     -   0.99992991  x   1.00013304  =   1.00006294
 EM0970!UTM  14      -   0.99992991  x   0.99962957  =   0.99955950
 EM0970
 EM0970:                Primary Azimuth Mark                     Grid Az
 EM0970:SPC TXNC     -  OLUSTEE CITY WATER TANK                  026 31 27.5
 EM0970:UTM  14      -  OLUSTEE CITY WATER TANK                  026 15 42.2
 EM0970
 EM0970|---------------------------------------------------------------------|
 EM0970| PID    Reference Object                     Distance      Geod. Az  |
 EM0970|                                                           dddmmss.s |
 EM0970| EM0907 OLUSTEE CITY WATER TANK             APPROX.23.4 KM 0255740.1 |
 EM0970| EM0972 CHILLICOTHE SLENDER MUN TANK        APPROX.11.8 KM 1665804.6 |
 EM0970| EM0971 CHILLICOTHE FLAT MUNICIPAL TK       APPROX.12.1 KM 1702921.5 |
 EM0970| CX8987 WHITTLE RM 1                          7.812 METERS 18922     |
 EM0970| CX8985 WHITTLE AZ MK                                      2041040.2 |
 EM0970| EM0975 QUANAH COURTHOUSE CUPOLA            APPROX.20.3 KM 2502332.8 |
 EM0970| EM0974 QUANAH CITY WATER TANK              APPROX.20.1 KM 2504709.1 |
 EM0970| CX8986 WHITTLE RM                          262.372 METERS 28151     |
 EM0970| CX8988 WHITTLE RM 3                          9.255 METERS 28729     |
 EM0970| EM0983 ELDORADO MUNICIPAL TANK             APPROX.15.9 KM 3222351.3 |
 EM0970| EM0982 ELDORADO US GYPSUM CO TANK          APPROX.17.0 KM 3223029.4 |
 EM0970|---------------------------------------------------------------------|
 EM0970
 EM0970                          SUPERSEDED SURVEY CONTROL
 EM0970
 EM0970  NAD 83(1993)-  34 21 32.07958(N)    099 31 57.39052(W) AD(       ) 1
 EM0970  NAD 83(1986)-  34 21 32.08606(N)    099 31 57.38108(W) AD(       ) 1
 EM0970  NAD 27      -  34 21 31.80300(N)    099 31 56.06000(W) AD(       ) 1
 EM0970  NGVD 29 (07/19/86)  474.80   (m)         1557.7    (f) LEVELING    3  
 EM0970
 EM0970.Superseded values are not recommended for survey control.
 EM0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0970.See file dsdata.txt to determine how the superseded data were derived.
 EM0970
 EM0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5102202081(NAD 83)
 EM0970_MARKER: DS = TRIANGULATION STATION DISK
 EM0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0970
 EM0970  HISTORY     - Date     Condition        Report By
 EM0970  HISTORY     - 1923     MONUMENTED       CGS
 EM0970  HISTORY     - 1934     GOOD             CGS
 EM0970  HISTORY     - 1938     GOOD             TXHD
 EM0970  HISTORY     - 1958     GOOD             CGS
 EM0970  HISTORY     - 1969     GOOD             CGS
 EM0970  HISTORY     - 1970     GOOD             NGS
 EM0970  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 EM0970
 EM0970                          STATION DESCRIPTION
 EM0970
 EM0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0970'ABOUT 7-1/2 MILES N OF CHILLICOTHE, 7 MILES W OF ODELL, AND
 EM0970'3 MILES N OF THE WHITTLE CHAPEL SCHOOLHOUSE, ON LAND OWNED
 EM0970'BY MRS. S.B. SMITH, AND OCCUPIED BY MR. B.M. BROWN.
 EM0970'
 EM0970'STATION IS ABOUT 250 METERS (820 FEET) SE OF BROWNS HOUSE,
 EM0970'AND ON A PROMINENT SAND HILL WHICH IS COVERED WITH BUSHES AND
 EM0970'SAGE BRUSH.  A SMALL TREE WITH FLAT TOP STANDS ON THE PEAK
 EM0970'OF THE HILL, AND IS 6.5 METERS (21 FEET) SE OF THE STATION.
 EM0970'
 EM0970'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS STATION MARKS
 EM0970'IN CONCRETE.
 EM0970'
 EM0970'REFERENCE MARK IS A STANDARD REFERENCE DISK IN CONCRETE,
 EM0970'PLACED 4.4 METERS (14 FEET) E OF THE ROAD, 9.94 METERS (32.6 FEET)
 EM0970'SW OF THE SW CORNER OF BROWNS HOUSE, AND 262.36 METERS (860.8
 EM0970'FEET) FROM THE STATION, N 78 DEG 08 MIN 28 SEC W.
 EM0970'
 EM0970'ELEVATION OF STATION, 474.8 METERS (1,558 FEET).
 EM0970
 EM0970                          STATION RECOVERY (1934)
 EM0970
 EM0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 EM0970'RECOVERED AS DESCRIBED EXCEPT THAT SMALL FLAT TOP TREE IS
 EM0970'GONE AND PROPERTY IS NOW OWNED AND OCCUPIED BY MRS. W.C. GRAHAM.
 EM0970'STATION MARK AND OLD REFERENCE MARK IN GOOD CONDITION AND
 EM0970'AS DESCRIBED.
 EM0970'
 EM0970'A NEW REFERENCE MARK AND NEW AZIMUTH MARK, STANDARD BRONZE
 EM0970'DISKS SET IN CONCRETE WERE ESTABLISHED.
 EM0970'
 EM0970'REFERENCE MARK NO. 1 (NEW) IS ON TOP OF HILL, S OF STATION.
 EM0970'
 EM0970'AZIMUTH MARK IS LOCATED SW OF STATION 15 FEET E OF CENTER LINE
 EM0970'OF DIRT ROAD, 0.1 MILE S OF FARMHOUSE WHICH IS SW OF STATION.
 EM0970'TO REACH FROM STATION GO NW THROUGH THE GRAHAM FARMYARD TO
 EM0970'ROAD, THENCE LEFT (S) FOR 0.4 MILE TO MARK.
 EM0970'
 EM0970'TO REACH FROM FIRST NATIONAL BANK IN CHILLICOTHE, GO W
 EM0970'ON U.S. HIGHWAY 370, FOR 0.15 MILE, THENCE RIGHT N FOR 4.45
 EM0970'MILES TO T-ROAD, THENCE RIGHT N AND E FOR 3.15 MILES TO HOME
 EM0970'OF MRS. W.C. GRAHAM.  STATION IS 250 YARDS ESE OF HOUSE, ON
 EM0970'TOP OF SAND HILL.
 EM0970
 EM0970                          STATION RECOVERY (1938)
 EM0970
 EM0970'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EM0970'DESCRIPTION AS GIVEN BY E.O.H., IN REACHING STATION IS SATISFACTORY.
 EM0970'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 EM0970'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 EM0970
 EM0970                          STATION RECOVERY (1958)
 EM0970
 EM0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 EM0970'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 EM0970'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 EM0970'IT APPEARS THAT THE ROAD, NEAR THE SITE OF THE AZIMUTH MARK,
 EM0970'HAS BEEN MOVED WEST.  IF THE MARK IS STILL IN PLACE IT COULD
 EM0970'BE COVERED BY SEVERAL FEET OF DRIFTED SAND.  THE REFERENCE
 EM0970'MARK (1923) IS 42 PACES SOUTHWEST OF THE SOUTHWEST CORNER
 EM0970'OF THE HOUSE AND 14 PACES EAST OF THE CENTERLINE OF THE ROAD.
 EM0970'
 EM0970'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--
 EM0970'
 EM0970'TO REACH FROM CHILLICOTHE, FROM THE JUNCTION OF U.S. HIGHWAY
 EM0970'287 AND STATE HIGHWAY 91, GO NORTH ON STATE HIGHWAY 91 FOR 0.35
 EM0970'MILE TO JUNCTION WITH FARM ROAD 2006, TAKE LEFT FORK AND GO
 EM0970'WEST AND NORTH ON FARM ROAD 2006 FOR 4.35 MILES TO A
 EM0970'T-INTERSECTION, TURN RIGHT AND GO EAST AND NORTH FOR 3.0 MILES TO
 EM0970'AN OLD HOUSE ON THE RIGHT.  THE STATION IS ON THE SUMMIT OF A
 EM0970'SANDY HILL ABOUT 0.15 MILE SOUTHEAST OF THE HOUSE.
 EM0970
 EM0970                          STATION RECOVERY (1969)
 EM0970
 EM0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0970'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 EM0970'RECOVERED IN GOOD CONDITION.  REFERENCE MARK(1923) WAS SEARCHED FOR
 EM0970'BUT NOT FOUND AND IS BELIEVED DESTROYED BY FARM EQUIPMENT.  A
 EM0970'DIFFERENCE WAS NOTED IN THE DISTANCE TO REFERENCE MARK 1.
 EM0970'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION AS REFERENCE MARK 3 WAS
 EM0970'ESTABLISHED.
 EM0970'
 EM0970'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF CHILLICOTHE AND
 EM0970'7 MILES WEST OF ODELL.  IT IS ON A PROMINENT SAND HILL ON PROPERTY
 EM0970'OWNED BY MRS. W. C. GRAHAM.
 EM0970'
 EM0970'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 287 AND
 EM0970'FARM ROAD 91, IN CHILLICOTHE, GO NORTH ON FARM ROAD 91 FOR 0.35
 EM0970'MILE TO A FORK, TAKE THE LEFT FORK AND GO WEST AND NORTH ON FARM
 EM0970'ROAD 2006 FOR 4.55 MILES TO A FORK, FARM ROAD 2006 TURNS LEFT,
 EM0970'TAKE THE RIGHT FORK AND GO NORTH, EAST AND NORTH FOR 0.8 MILE TO A
 EM0970'CROSSROAD, CONTINUE NORTH ON A DIRT ROAD FOR 1.95 MILES TO
 EM0970'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE DIRT
 EM0970'ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 EM0970'EAST AND NORTH ON A TRACK ROAD FOR 0.4 MILE TO THE HIGHEST POINT
 EM0970'OF HILL AND THE STATION.
 EM0970'
 EM0970'THE STATION MARK IS A STANDARD DISK STAMPED WHITTLE 1923, SET IN THE
 EM0970'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.  IT IS
 EM0970'ON THE HIGHEST POINT OF HILL 5.5 FEET WEST-NORTHWEST OF A METAL
 EM0970'WITNESS POST.
 EM0970'
 EM0970'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WHITTLE NO 1 1934, SET
 EM0970'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EM0970'IT IS 25.7 FEET SOUTHWEST OF THE METAL WITNESS POST AND IS ABOUT 2
 EM0970'FEET LOWER THAN THE STATION MARK.
 EM0970'
 EM0970'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WHITTLE 1923 NO 3
 EM0970'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EM0970'WHICH PROJECTS 6 INCHES.  IT IS 36 FEET WEST-NORTHWEST OF THE METAL
 EM0970'WITNESS POST AND IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 EM0970'
 EM0970'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHITTLE AZI 1934, SET IN
 EM0970'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT
 EM0970'IS 18 FEET EAST OF THE CENTER OF THE DIRT ROAD, 2.4 FEET WEST OF A
 EM0970'WIRE FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST AND ABOUT 6 FEET
 EM0970'ABOVE THE LEVEL OF ROAD.
 EM0970'
 EM0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WEST OF
 EM0970'ODELL.
 EM0970'
 EM0970'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 EM0970
 EM0970                          STATION RECOVERY (1970)
 EM0970
 EM0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 EM0970'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 EM0970'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 EM0970'THE STATION MARK WAS STAMPED WHITTLE - 1923.
 EM0970'
 EM0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 EM0970'NORTH OF CHILLICOTHE
 EM0970
 EM0970                          STATION RECOVERY (1985)
 EM0970
 EM0970'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (RHC)
 EM0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2661 ***********************************************************************
 AX2661  DESIGNATION -  WHITTMER RICE ELEVATOR
 AX2661  PID         -  AX2661
 AX2661  STATE/COUNTY-  TX/COLORADO
 AX2661  USGS QUAD   -  EAGLE LAKE (1981)
 AX2661
 AX2661                         *CURRENT SURVEY CONTROL
 AX2661  ___________________________________________________________________
 AX2661* NAD 83(1993)-  29 35 08.09417(N)    096 19 28.16562(W)     ADJUSTED  
 AX2661* NAVD 88     -                                                        
 AX2661  ___________________________________________________________________
 AX2661  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AX2661  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX2661
 AX2661  HORZ ORDER  -  THIRD
 AX2661
 AX2661.The horizontal coordinates were established by classical geodetic methods
 AX2661.and adjusted by the National Geodetic Survey in February 1996..
 AX2661
 AX2661
 AX2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2661
 AX2661.The geoid height was determined by GEOID03.
 AX2661
 AX2661;                    North         East     Units Scale Factor Converg.
 AX2661;SPC TXSC     - 4,197,160.465   859,160.218   MT  0.99987278   +1 18 38.8
 AX2661;SPC TXSC     -13,770,183.96  2,818,761.48   sFT  0.99987278   +1 18 38.8
 AX2661;UTM  14      - 3,275,854.761   759,160.735   MT  1.00042880   +1 19 18.1
 AX2661
 AX2661                          SUPERSEDED SURVEY CONTROL
 AX2661
 AX2661  NAD 83(1986)-  29 35 08.10884(N)    096 19 28.15095(W) AD(       ) 4
 AX2661  NAD 27      -  29 35 07.24400(N)    096 19 27.27300(W) AD(       ) 3
 AX2661
 AX2661.Superseded values are not recommended for survey control.
 AX2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2661.See file dsdata.txt to determine how the superseded data were derived.
 AX2661
 AX2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5916175855(NAD 83)
 AX2661_MARKER: 65 = GRAIN ELEVATOR
 AX2661
 AX2661  HISTORY     - Date     Condition        Report By
 AX2661  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2661  HISTORY     - 1957     GOOD             CGS
 AX2661  HISTORY     - 1960     GOOD             CGS
 AX2661
 AX2661                          STATION DESCRIPTION
 AX2661
 AX2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2661'THIS INTERSECTION STATION IS A RICE ELEVATOR OWNED BY DAVIS
 AX2661'WHITTMER LOCATED ABOUT 1 MILE SW OF THE TOWN OF EAGLE LAKE
 AX2661'W OF RAILROAD TRACKS AND N OF SANTA FE RAILROAD SECTION HOUSE.
 AX2661'IT IS ABOUT 120 FEET HIGH AND PAINTED GREY.  THE POINT OBSERVED
 AX2661'UPON WAS THE TOP OF THE ELEVATOR SHAFT.
 AX2661
 AX2661                          STATION RECOVERY (1957)
 AX2661
 AX2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 AX2661'INTERSECTION STATION RECOVERED AS DESCRIBED EXCEPT FOR THE
 AX2661'FOLLOWING.  GRAIN ELEVATOR IS NOW OWNED BY THE LAKESIDE
 AX2661'ELEVATOR AND GRAIN COMPANY.
 AX2661
 AX2661                          STATION RECOVERY (1960)
 AX2661
 AX2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RPS)
 AX2661'APPROXIMATELY THE UPPER 1/3 OF THIS BUILDING WAS TORN DOWN
 AX2661'AND REBUILT 1955.  THE DESCRIPTION IS IN ERROR.  THIS BUILDING
 AX2661'IS OWNED BY DAVID WINTERMANN, AND IS KNOWN AS THE EAGLE LAKE
 AX2661'RICE MILLING CO. ELEVATOR BUILDING WHICH IS LOCATED ON THE E
 AX2661'EDGE OF THE TOWN OF EAGLE LAKE, NW AND IN THE Y OF DAR. JCT.
 AX2661'IT IS ABOUT 135 FEET HIGH.  THE POINT OBSERVED WAS THE TOP
 AX2661'OF THE ELEVATOR SHAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2011 ***********************************************************************
 AY2011  DESIGNATION -  WHITWORTH
 AY2011  PID         -  AY2011
 AY2011  STATE/COUNTY-  TX/KERR
 AY2011  USGS QUAD   -  DIAMOND S RANCH (1964)
 AY2011
 AY2011                         *CURRENT SURVEY CONTROL
 AY2011  ___________________________________________________________________
 AY2011* NAD 83(1993)-  29 54 35.35869(N)    099 29 35.64400(W)     ADJUSTED  
 AY2011* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 AY2011  ___________________________________________________________________
 AY2011  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AY2011  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AY2011
 AY2011  HORZ ORDER  -  SECOND
 AY2011
 AY2011.The horizontal coordinates were established by classical geodetic methods
 AY2011.and adjusted by the National Geodetic Survey in February 1996..
 AY2011
 AY2011.The orthometric height was scaled from a topographic map.
 AY2011
 AY2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2011
 AY2011.The geoid height was determined by GEOID03.
 AY2011
 AY2011;                    North         East     Units Scale Factor Converg.
 AY2011;SPC TXSC     - 4,230,233.845   552,370.939   MT  0.99991343   -0 14 29.9
 AY2011;SPC TXSC     -13,878,692.21  1,812,236.99   sFT  0.99991343   -0 14 29.9
 AY2011;UTM  14      - 3,308,895.148   452,385.430   MT  0.99962797   -0 14 45.4
 AY2011
 AY2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2011!SPC TXSC     -   0.99989195  x   0.99991343  =   0.99980539
 AY2011!UTM  14      -   0.99989195  x   0.99962797  =   0.99951996
 AY2011
 AY2011|---------------------------------------------------------------------|
 AY2011| PID    Reference Object                     Distance      Geod. Az  |
 AY2011|                                                           dddmmss.s |
 AY2011| AY2012 WINDMILL NEAR STA WHITWORTH          40.237 METERS 09804     |
 AY2011| CV5810 WHITWORTH AZ MK                                    2101504.4 |
 AY2011| CV5811 WHITWORTH RM 1                       19.979 METERS 25341     |
 AY2011| CV5812 WHITWORTH RM 2                       19.707 METERS 34747     |
 AY2011|---------------------------------------------------------------------|
 AY2011
 AY2011                          SUPERSEDED SURVEY CONTROL
 AY2011
 AY2011  NAD 83(1986)-  29 54 35.36614(N)    099 29 35.63362(W) AD(       ) 2
 AY2011  NAD 27      -  29 54 34.59600(N)    099 29 34.46000(W) AD(       ) 2
 AY2011
 AY2011.Superseded values are not recommended for survey control.
 AY2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2011.See file dsdata.txt to determine how the superseded data were derived.
 AY2011
 AY2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU5238508895(NAD 83)
 AY2011_MARKER: DS = TRIANGULATION STATION DISK
 AY2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2011
 AY2011  HISTORY     - Date     Condition        Report By
 AY2011  HISTORY     - 1944     MONUMENTED       CGS
 AY2011
 AY2011                          STATION DESCRIPTION
 AY2011
 AY2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2011'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 25 MILES SW
 AY2011'OF KERRVILLE, 18 MILES SE OF BIG PAINT, AND 8 MILES NW OF
 AY2011'LIMA.  IT IS ABOUT 1/4 MILE N OF THE KERR-BANDERA COUNTY LINE,
 AY2011'ON PROPERTY OWNED BY MR. N.H. WHITWORTH, WHO LIVES ON MAIN
 AY2011'ROAD ABOUT 4 MILES NNE OF STATION.
 AY2011'
 AY2011'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 AY2011'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND, STAMPED
 AY2011'WHITWORTH 1944, 60.5 FEET W OF SW CORNER OF CORRAL, 70.5
 AY2011'FEET S OF THE NW CORNER OF CORRAL, 68 FEET SSE OF WHITE
 AY2011'FENCE, 103.4 FEET ESE OF THE E CORNER OF SMALL SHED, AND 7
 AY2011'FEET SE OF WHITE WOODEN WITNESS POST.
 AY2011'
 AY2011'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 AY2011'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 AY2011'IT IS STAMPED WHITWORTH NO 1 1944.
 AY2011'
 AY2011'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 AY2011'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 AY2011'IT IS STAMPED WHITWORTH NO 2 1944.  IT IS 3 FEET S OF WIRE
 AY2011'FENCE AND 28 FEET W OF NW CORNER OF CORRAL.
 AY2011'
 AY2011'AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 AY2011'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED WHITWORTH 1944.
 AY2011'IT IS ON SIDE HILL, 2 FEET NE OF WHITE WOODEN WITNESS POST.
 AY2011'A SMALL AMOUNT OF CLEARING MAY BE REQUIRED TO SEE THIS MARK
 AY2011'FROM THE GROUND AT THE STATION.
 AY2011'
 AY2011'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND
 AY2011'39 AT INGRAM, GO W ON HIGHWAY 39 FOR 6.5 MILES TO HUNT POST
 AY2011'OFFICE.  CONTINUE ON HIGHWAY 39, SW, FOR 13.5 MILES TO END
 AY2011'OF PAVEMENT AT A CATTLE GUARD.  CONTINUE ON HIGHWAY, GRAVELED,
 AY2011'4.0 MILES TO A TRACK ROAD LEFT THROUGH BOARD GATE.  TURN
 AY2011'LEFT THROUGH GATE AND FOLLOW TRACK ROAD S FOR 0.6 MILE TO
 AY2011'WINDMILL AND TANK AT CORRALS.  KEEP TO RIGHT OF CORRALS,
 AY2011'PASS THROUGH GATE AND CONTINUE ON TRACK ROAD 1.9 MILES TO GATE
 AY2011'AND OLD CATTLE GUARD.  PASS THROUGH GATE AND BEAR LEFT WITH
 AY2011'MAIN TRACK ROAD FOR 1.4 MILES TO A TREE WITH TRIANGULAR
 AY2011'BLAZE ON RIGHT, ABOUT 100 YARDS NW OF LONE WINDMILL AND
 AY2011'TANK.  TURN LEFT AND FOLLOW DIM TRACK ROAD FOR 1.3 MILES TO
 AY2011'HIGHEST POINT OF HILL AND STATION NEAR WINDMILL, TANK, AND
 AY2011'CORRALS.
 AY2011'
 AY2011'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0713 ***********************************************************************
 DO0713  DESIGNATION -  WICAIR
 DO0713  PID         -  DO0713
 DO0713  STATE/COUNTY-  TX/WICHITA
 DO0713  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0713
 DO0713                         *CURRENT SURVEY CONTROL
 DO0713  ___________________________________________________________________
 DO0713* NAD 83(1993)-  33 57 51.21707(N)    098 29 33.65225(W)     ADJUSTED  
 DO0713* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 DO0713  ___________________________________________________________________
 DO0713  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DO0713  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DO0713
 DO0713  HORZ ORDER  -  SECOND
 DO0713
 DO0713.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0713
 DO0713.The horizontal coordinates were established by classical geodetic methods
 DO0713.and adjusted by the National Geodetic Survey in February 1996..
 DO0713
 DO0713.The orthometric height was scaled from a topographic map.
 DO0713
 DO0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0713
 DO0713.The geoid height was determined by GEOID03.
 DO0713
 DO0713;                    North         East     Units Scale Factor Converg.
 DO0713;SPC TXNC     - 2,254,788.953   600,676.430   MT  0.99999932   +0 00 14.4
 DO0713;SPC TXNC     - 7,397,586.76  1,970,719.25   sFT  0.99999932   +0 00 14.4
 DO0713;UTM  14      - 3,758,305.473   546,869.655   MT  0.99962708   +0 17 00.4
 DO0713
 DO0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0713!SPC TXNC     -   0.99995610  x   0.99999932  =   0.99995542
 DO0713!UTM  14      -   0.99995610  x   0.99962708  =   0.99958319
 DO0713
 DO0713:                Primary Azimuth Mark                     Grid Az
 DO0713:SPC TXNC     -  WICAIR AZ MK                             202 46 13.3
 DO0713:UTM  14      -  WICAIR AZ MK                             202 29 27.3
 DO0713
 DO0713|---------------------------------------------------------------------|
 DO0713| PID    Reference Object                     Distance      Geod. Az  |
 DO0713|                                                           dddmmss.s |
 DO0713| CX8989 WICAIR AZ MK                                       2024627.7 |
 DO0713| CX8990 WICAIR RM 1                          61.991 METERS 24015     |
 DO0713| DO0784 AIRPORT BCN SHEPPARD AFB            APPROX. 1.4 KM 2785345.9 |
 DO0713| DO0793 VORTAC WICHITA FALLS RADIO SPS      APPROX. 9.7 KM 2852203.6 |
 DO0713| DO0783 SHEPPARD AFB TANK                   APPROX. 3.0 KM 3441542.5 |
 DO0713| CX8991 WICAIR RM 2                          44.428 METERS 34733     |
 DO0713|---------------------------------------------------------------------|
 DO0713
 DO0713                          SUPERSEDED SURVEY CONTROL
 DO0713
 DO0713  NAD 83(1993)-  33 57 51.21715(N)    098 29 33.65200(W) AD(       ) 2
 DO0713  NAD 83(1986)-  33 57 51.22042(N)    098 29 33.63893(W) AD(       ) 2
 DO0713  NAD 27      -  33 57 50.87618(N)    098 29 32.44552(W) AD(       ) 2
 DO0713
 DO0713.Superseded values are not recommended for survey control.
 DO0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0713.See file dsdata.txt to determine how the superseded data were derived.
 DO0713
 DO0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4687058305(NAD 83)
 DO0713_MARKER: DS = TRIANGULATION STATION DISK
 DO0713_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DO0713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0713_MARK LOGO: CGS   
 DO0713_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0713
 DO0713  HISTORY     - Date     Condition        Report By
 DO0713  HISTORY     - 1965     MONUMENTED       CGS
 DO0713  HISTORY     - 1979     SEE DESCRIPTION  NGS
 DO0713  HISTORY     - 19880615 GOOD             NGS
 DO0713  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0713
 DO0713                          STATION DESCRIPTION
 DO0713
 DO0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0713'THE STATION IS 5 MILES NORTH OF WICHITA FALLS, 0.1 MILE WEST
 DO0713'OF THE MUNICIPAL AIRPORT TERMINAL BUILDINGS, IN THE SOUTHWEST
 DO0713'APEX OF A TRIANGLE FORMED BY THE AIRPORT ROAD.
 DO0713'
 DO0713'STATION MARK IS A STANDARD DISK STAMPED WICAIR 1965, SET IN
 DO0713'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FLUSH
 DO0713'WITH THE SURFACE.  IT IS 99 FEET NORTHEAST OF THE SOUTHWEST APEX,
 DO0713'95.5 FEET SOUTH-SOUTHEAST OF LAMP POLE NUMBER 400 AND 78 FEET
 DO0713'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 DO0713'AIRPORT ROAD.
 DO0713'
 DO0713'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WICAIR NO 1 1965,
 DO0713'IS SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0713'THAT PROJECTS 4 INCHES.  IT IS 48.5 FEET NORTHWEST OF THE
 DO0713'CENTERLINE OF THE SOUTHBOUND LANE OF AIRPORT ROAD, 37.5 FEET
 DO0713'WEST OF LAMP POLE NUMBER 308 AND 1 FOOT EAST OF A FENCE.
 DO0713'
 DO0713'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WICAIR NO 2 1965, IS
 DO0713'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0713'THAT PROJECTS 4 INCHES.  IT IS 77.5 FEET NORTHEAST OF LAMP POLE
 DO0713'NUMBER 400, 50 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 DO0713'1 FOOT SOUTH OF THE FENCE.
 DO0713'
 DO0713'AZIMUTH MARK IS A STANDARD DISK STAMPED WICAIR 1965, SET IN
 DO0713'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0713'PROJECTS 1 FOOT.  IT IS 71 FEET EAST OF A T-FENCE CORNER, 60 FEET
 DO0713'SOUTH OF THE CENTERLINE OF FARM ROAD 890, 1.5 FEET SOUTHEAST
 DO0713'OF A METAL WITNESS POST AND 0.5 FEET NORTH OF AN EAST-WEST FENCE.
 DO0713'
 DO0713'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON AIRPORT
 DO0713'ROAD FOR 0.55 MILE TO THE JUNCTION OF FARM ROAD 890.  TURN RIGHT
 DO0713'AND GO WEST FOR 0.35 MILE TO THE MARK ON THE LEFT.
 DO0713'
 DO0713'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DO0713
 DO0713                          STATION RECOVERY (1979)
 DO0713
 DO0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 DO0713'STATION AND RM 1 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DO0713'
 DO0713'RM 2 AND AZIMUTH MARK NOT SEARCHED FOR.
 DO0713'
 DO0713'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DO0713'5 MI N OF WICHITA FALLS.
 DO0713
 DO0713                          STATION RECOVERY (1988)
 DO0713
 DO0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DO0713'THE STATION IS LOCATED IN A GRASSY ISLAND IN THE ROAD TO THE AIRPORT
 DO0713'TERMINAL.  IT IS ABOUT 600 FT (182.9 M) SW OF THE TERMINAL BLDG.  RM 1
 DO0713'IS SW OF THE STATION ALONG THE WEST EDGE OF THE ROAD.  A STANDARD CGS
 DO0713'TRIANGULATION STATION DISC SET IN A CONCRETE POST FLUSH WITH THE
 DO0713'GROUND.  IT IS 95.5 FT (29.1 M) SE OF LAMP-POLE 400, 78 FT (23.8 M) SE
 DO0713'OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE AIRPORT ROAD, AND
 DO0713'203.38 FT (61.99 M) ENE OF RM 1 G-13690 P.  4,34
 DO0713
 DO0713                          STATION RECOVERY (2001)
 DO0713
 DO0713'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0715 ***********************************************************************
 DO0715  DESIGNATION -  WICHITA 1975
 DO0715  PID         -  DO0715
 DO0715  STATE/COUNTY-  TX/WICHITA
 DO0715  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0715
 DO0715                         *CURRENT SURVEY CONTROL
 DO0715  ___________________________________________________________________
 DO0715* NAD 83(1993)-  33 54 43.83931(N)    098 29 31.13636(W)     ADJUSTED  
 DO0715* NAVD 88     -       339.9    (meters)    1115.     (feet)  VERTCON   
 DO0715  ___________________________________________________________________
 DO0715  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DO0715  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DO0715
 DO0715  HORZ ORDER  -  FIRST
 DO0715
 DO0715.The horizontal coordinates were established by classical geodetic methods
 DO0715.and adjusted by the National Geodetic Survey in February 1996..
 DO0715
 DO0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0715
 DO0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0715
 DO0715.The geoid height was determined by GEOID03.
 DO0715
 DO0715;                    North         East     Units Scale Factor Converg.
 DO0715;SPC TXNC     - 2,249,015.619   600,741.462   MT  0.99998526   +0 00 15.7
 DO0715;SPC TXNC     - 7,378,645.41  1,970,932.61   sFT  0.99998526   +0 00 15.7
 DO0715;UTM  14      - 3,752,534.633   546,962.790   MT  0.99962719   +0 17 00.4
 DO0715
 DO0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0715!SPC TXNC     -   0.99995097  x   0.99998526  =   0.99993623
 DO0715!UTM  14      -   0.99995097  x   0.99962719  =   0.99957818
 DO0715
 DO0715:                Primary Azimuth Mark                     Grid Az
 DO0715:SPC TXNC     -  WICHITA FALLS SW MUN TANK                225 46 48.8
 DO0715:UTM  14      -  WICHITA FALLS SW MUN TANK                225 30 04.1
 DO0715
 DO0715|---------------------------------------------------------------------|
 DO0715| PID    Reference Object                     Distance      Geod. Az  |
 DO0715|                                                           dddmmss.s |
 DO0715| DO0787 WICHITA FALLS SW MUN TANK           APPROX. 5.6 KM 2254704.5 |
 DO0715| DO0785 WICHITA FALLS NE MUN TANK           APPROX. 1.5 KM 2532018.2 |
 DO0715| DO0788 WICHITA FALLS TV KAUZ MAST          APPROX. 4.5 KM 2544136.9 |
 DO0715| DO0786 WICHITA FALLS NW MUN TANK           APPROX. 3.6 KM 2590235.8 |
 DO0715|---------------------------------------------------------------------|
 DO0715
 DO0715                          SUPERSEDED SURVEY CONTROL
 DO0715
 DO0715  NAD 83(1993)-  33 54 43.83961(N)    098 29 31.13580(W) AD(       ) 1
 DO0715  NAD 83(1986)-  33 54 43.84220(N)    098 29 31.12320(W) AD(       ) 1
 DO0715  NAD 27      -  33 54 43.49527(N)    098 29 29.92727(W) AD(       ) 1
 DO0715  NGVD 29 (07/19/86)  339.8    (m)         1115.     (f) VERT ANG       
 DO0715
 DO0715.Superseded values are not recommended for survey control.
 DO0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0715.See file dsdata.txt to determine how the superseded data were derived.
 DO0715
 DO0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4696352535(NAD 83)
 DO0715_MARKER: DS = TRIANGULATION STATION DISK
 DO0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0715+STABILITY: SURFACE MOTION
 DO0715
 DO0715  HISTORY     - Date     Condition        Report By
 DO0715  HISTORY     - 1975     MONUMENTED       NGS
 DO0715  HISTORY     - 20010525 GOOD             USPSQD
 DO0715
 DO0715                          STATION DESCRIPTION
 DO0715
 DO0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0715'THE STATION IS LOCATED ATOP THE FIRST WICHITA NATIONAL BANK
 DO0715'BUILDING, DOWNTOWN WICHITA FALLS, MR. DON CANERELL, BUILDING
 DO0715'ENGINEER, HE GAVE PERMISSION TO ESTABLISH THE STATION, TELEPHONE
 DO0715'NUMBER 322-4755.
 DO0715'
 DO0715'STATION MARK, A STANDARD DISK STAMPED WICHITA 1975, IS SET
 DO0715'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 DO0715'INCHES ABOVE THE ROOF.  THE CONCRETE POST IS BONDED TO THE
 DO0715'HIGHEST PART OF BUILDING.  IT IS 13.5 FEET SOUTH-SOUTHWEST
 DO0715'OF THE DOOR LEADING TO THE ROOF, 6.5 FEET NORTH OF THE SOUTH EDGE
 DO0715'OF BUILDING, 3.5 FEET NORTHWEST OF THE SOUTHEAST EDGE AND 3.5
 DO0715'FEET NORTHEAST OF THE SOUTHWEST EDGE.
 DO0715'
 DO0715'NO REFERENCE MARKS ESTABLISHED.
 DO0715'
 DO0715'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 DO0715
 DO0715                          STATION RECOVERY (2001)
 DO0715
 DO0715'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0003 ***********************************************************************
 DO0003  DESIGNATION -  WICHITA FALLS
 DO0003  PID         -  DO0003
 DO0003  STATE/COUNTY-  TX/WICHITA
 DO0003  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0003
 DO0003                         *CURRENT SURVEY CONTROL
 DO0003  ___________________________________________________________________
 DO0003* NAD 83(1986)-  33 54 33.     (N)    098 29 57.     (W)     SCALED    
 DO0003* NAVD 88     -       296.465  (meters)     972.65   (feet)  ADJUSTED  
 DO0003  ___________________________________________________________________
 DO0003  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DO0003  DYNAMIC HT  -         296.139 (meters)     971.58  (feet)  COMP
 DO0003  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 DO0003
 DO0003  VERT ORDER  -  FIRST     CLASS II
 DO0003
 DO0003.The horizontal coordinates were scaled from a topographic map and have
 DO0003.an estimated accuracy of +/- 6 seconds.
 DO0003
 DO0003.The orthometric height was determined by differential leveling
 DO0003.and adjusted by the National Geodetic Survey in June 1991..
 DO0003
 DO0003.The geoid height was determined by GEOID03.
 DO0003
 DO0003.The dynamic height is computed by dividing the NAVD 88
 DO0003.geopotential number by the normal gravity value computed on the
 DO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0003.degrees latitude (g = 980.6199 gals.).
 DO0003
 DO0003.The modeled gravity was interpolated from observed gravity values.
 DO0003
 DO0003;                    North         East    Units  Estimated Accuracy
 DO0003;SPC TXNC     - 2,248,680.      600,080.      MT  (+/- 180 meters Scaled)
 DO0003
 DO0003                          SUPERSEDED SURVEY CONTROL
 DO0003
 DO0003  NGVD 29 (??/??/92)  296.386  (m)          972.39   (f) ADJ UNCH    1 2
 DO0003
 DO0003.Superseded values are not recommended for survey control.
 DO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0003.See file dsdata.txt to determine how the superseded data were derived.
 DO0003
 DO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC463521(NAD 83)
 DO0003_MARKER: DB = BENCH MARK DISK
 DO0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0003_SP_SET: CONCRETE BASE
 DO0003_STAMPING: 972.393 WICHITA FALLS 1932
 DO0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0003
 DO0003  HISTORY     - Date     Condition        Report By
 DO0003  HISTORY     - 1932     MONUMENTED       CGS
 DO0003  HISTORY     - 1964     GOOD             NGS
 DO0003  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0003  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0003
 DO0003                          STATION DESCRIPTION
 DO0003
 DO0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DO0003'IN WICHITA FALLS.
 DO0003'AT WICHITA FALLS, AT THE ENTRANCE TO THE CITY AUDITORIUM, LOCATED IN
 DO0003'THE 1300 BLOCK ON 7TH STREET.  THE MARK IS CEMENTED IN A DRILL HOLE IN
 DO0003'THE ROUND CONCRETE BASE WHICH SUPPORTS THE FLAG POLE.  THE DISK IS
 DO0003'STAMPED 972.393 WICHITA FALLS 1932.
 DO0003
 DO0003                          STATION RECOVERY (1984)
 DO0003
 DO0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0003'THE MARK IS NOW UNDER A SIDEWALK.
 DO0003
 DO0003                          STATION RECOVERY (2001)
 DO0003
 DO0003'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0789 ***********************************************************************
 DO0789  DESIGNATION -  WICHITA FALLS ANDREWS RAD MAST
 DO0789  PID         -  DO0789
 DO0789  STATE/COUNTY-  TX/WICHITA
 DO0789  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0789
 DO0789                         *CURRENT SURVEY CONTROL
 DO0789  ___________________________________________________________________
 DO0789* NAD 83(1993)-  33 53 50.76647(N)    098 32 33.46912(W)     ADJUSTED  
 DO0789* NAVD 88     -                                                        
 DO0789  ___________________________________________________________________
 DO0789  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DO0789  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DO0789
 DO0789  HORZ ORDER  -  THIRD
 DO0789
 DO0789.The horizontal coordinates were established by classical geodetic methods
 DO0789.and adjusted by the National Geodetic Survey in February 1996..
 DO0789
 DO0789
 DO0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0789
 DO0789.The geoid height was determined by GEOID03.
 DO0789
 DO0789;                    North         East     Units Scale Factor Converg.
 DO0789;SPC TXNC     - 2,247,381.175   596,056.954   MT  0.99998142   -0 01 23.7
 DO0789;SPC TXNC     - 7,373,283.07  1,955,563.52   sFT  0.99998142   -0 01 23.7
 DO0789;UTM  14      - 3,750,878.017   542,287.966   MT  0.99962204   +0 15 18.3
 DO0789
 DO0789                          SUPERSEDED SURVEY CONTROL
 DO0789
 DO0789  NAD 83(1993)-  33 53 50.76680(N)    098 32 33.46861(W) AD(       ) 4
 DO0789  NAD 83(1986)-  33 53 50.76930(N)    098 32 33.45609(W) AD(       ) 4
 DO0789  NAD 27      -  33 53 50.42192(N)    098 32 32.25732(W) AD(       ) 3
 DO0789
 DO0789.Superseded values are not recommended for survey control.
 DO0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0789.See file dsdata.txt to determine how the superseded data were derived.
 DO0789
 DO0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4228850878(NAD 83)
 DO0789
 DO0789  HISTORY     - Date     Condition        Report By
 DO0789  HISTORY     - 1965     MONUMENTED       CGS
 DO0789  HISTORY     - 20010525 GOOD             USPSQD
 DO0789
 DO0789                          STATION DESCRIPTION
 DO0789
 DO0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0789'THE STATION IS THE CENTER OF THE TOP OF A 550 FOOT HIGH, RED
 DO0789'AND WHITE STEEL MAST.  IT IS LOCATED ABOUT 1/2 MILE SOUTHWEST
 DO0789'OF THE 1028 FOOT HIGH TV STATION KAUZ MAST AT THE SOUTHWEST
 DO0789'EDGE OF TOWN.
 DO0789
 DO0789                          STATION RECOVERY (2001)
 DO0789
 DO0789'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0709 ***********************************************************************
 DO0709  DESIGNATION -  WICHITA FALLS CITY PWR CO STK
 DO0709  PID         -  DO0709
 DO0709  STATE/COUNTY-  TX/WICHITA
 DO0709  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0709
 DO0709                         *CURRENT SURVEY CONTROL
 DO0709  ___________________________________________________________________
 DO0709* NAD 83(1993)-  33 53 48.89806(N)    098 29 09.79893(W)     ADJUSTED  
 DO0709* NAVD 88     -                                                        
 DO0709  ___________________________________________________________________
 DO0709  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 DO0709  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DO0709
 DO0709  HORZ ORDER  -  THIRD
 DO0709
 DO0709.The horizontal coordinates were established by classical geodetic methods
 DO0709.and adjusted by the National Geodetic Survey in February 1996..
 DO0709
 DO0709
 DO0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0709
 DO0709.The geoid height was determined by GEOID03.
 DO0709
 DO0709;                    North         East     Units Scale Factor Converg.
 DO0709;SPC TXNC     - 2,247,322.894   601,289.812   MT  0.99998129   +0 00 27.4
 DO0709;SPC TXNC     - 7,373,091.86  1,972,731.66   sFT  0.99998129   +0 00 27.4
 DO0709;UTM  14      - 3,750,845.199   547,519.180   MT  0.99962784   +0 17 11.9
 DO0709
 DO0709                          SUPERSEDED SURVEY CONTROL
 DO0709
 DO0709  NAD 83(1993)-  33 53 48.89817(N)    098 29 09.79887(W) AD(       ) 4
 DO0709  NAD 83(1986)-  33 53 48.90185(N)    098 29 09.78621(W) AD(       ) 4
 DO0709  NAD 27      -  33 53 48.54600(N)    098 29 08.58900(W) AD(       ) 3
 DO0709
 DO0709.Superseded values are not recommended for survey control.
 DO0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0709.See file dsdata.txt to determine how the superseded data were derived.
 DO0709
 DO0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4751950845(NAD 83)
 DO0709_MARKER: 63 = STACK
 DO0709
 DO0709  HISTORY     - Date     Condition        Report By
 DO0709  HISTORY     - 1923     FIRST OBSERVED   CGS
 DO0709  HISTORY     - 1944     GOOD             CGS
 DO0709  HISTORY     - 1955     GOOD             CGS
 DO0709  HISTORY     - 1960     GOOD             CGS
 DO0709  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0709
 DO0709                          STATION DESCRIPTION
 DO0709
 DO0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 DO0709'THE LARGE CONCRETE STACK OF THE CITY POWER AND ELECTRIC
 DO0709'COMPANY, NEAR THE S EDGE OF TOWN.
 DO0709
 DO0709                          STATION RECOVERY (1944)
 DO0709
 DO0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 DO0709'RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION IS ADEQUATE.
 DO0709
 DO0709                          STATION RECOVERY (1955)
 DO0709
 DO0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HWH)
 DO0709'THIS STATION RECOVERED IN GOOD CONDITION.
 DO0709
 DO0709                          STATION RECOVERY (1960)
 DO0709
 DO0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 DO0709'STATION RECOVERED IN GOOD CONDITION.  THIS PLANT IS NOW THE TEXAS
 DO0709'ELECTRIC SERVICE COMPANY.  A CHECK WITH COMPANY OFFICIALS
 DO0709'REVEALED THAT THIS IS THE SAME STACK THAT WAS STANDING IN 1923,
 DO0709'AND THAT IT HAS NOT BEEN MOVED OR REBUILT.  A REVISED DESCRIPTION
 DO0709'FOLLOWS--
 DO0709'
 DO0709'LOCATED IN THE SOUTH PART OF WICHITA FALLS, ABOUT TWO BLOCKS
 DO0709'WEST OF U.S. HIGHWAY 281, IN THE GROUNDS OF THE TEXAS ELECTRIC
 DO0709'SERVICE COMPANY, ON THE NORTHEAST SIDE OF THE POWER-PLANT
 DO0709'BUILDING.  IT IS THE TALLER OF TWO STACKS, AND IS BUILT OF
 DO0709'CONCRETE.
 DO0709
 DO0709                          STATION RECOVERY (2001)
 DO0709
 DO0709'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0792 ***********************************************************************
 DO0792  DESIGNATION -  WICHITA FALLS COM TWR CO N MST
 DO0792  PID         -  DO0792
 DO0792  STATE/COUNTY-  TX/WICHITA
 DO0792  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0792
 DO0792                         *CURRENT SURVEY CONTROL
 DO0792  ___________________________________________________________________
 DO0792* NAD 83(1993)-  33 53 00.80610(N)    098 34 27.50406(W)     ADJUSTED  
 DO0792* NAVD 88     -                                                        
 DO0792  ___________________________________________________________________
 DO0792  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DO0792  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DO0792
 DO0792  HORZ ORDER  -  THIRD
 DO0792
 DO0792.The horizontal coordinates were established by classical geodetic methods
 DO0792.and adjusted by the National Geodetic Survey in February 1996..
 DO0792
 DO0792
 DO0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0792
 DO0792.The geoid height was determined by GEOID03.
 DO0792
 DO0792;                    North         East     Units Scale Factor Converg.
 DO0792;SPC TXNC     - 2,245,843.497   593,125.993   MT  0.99997788   -0 02 25.9
 DO0792;SPC TXNC     - 7,368,238.21  1,945,947.53   sFT  0.99997788   -0 02 25.9
 DO0792;UTM  14      - 3,749,326.688   539,365.552   MT  0.99961910   +0 14 14.4
 DO0792
 DO0792                          SUPERSEDED SURVEY CONTROL
 DO0792
 DO0792  NAD 83(1993)-  33 53 00.80644(N)    098 34 27.50358(W) AD(       ) 4
 DO0792  NAD 83(1986)-  33 53 00.80909(N)    098 34 27.49108(W) AD(       ) 4
 DO0792  NAD 27      -  33 53 00.46175(N)    098 34 26.28894(W) AD(       ) 3
 DO0792
 DO0792.Superseded values are not recommended for survey control.
 DO0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0792.See file dsdata.txt to determine how the superseded data were derived.
 DO0792
 DO0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3936649327(NAD 83)
 DO0792
 DO0792  HISTORY     - Date     Condition        Report By
 DO0792  HISTORY     - 1965     MONUMENTED       CGS
 DO0792  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0792
 DO0792                          STATION DESCRIPTION
 DO0792
 DO0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0792'THE STATION IS THE CENTER OF THE TOP OF A 440 FOOT HIGH RED
 DO0792'AND WHITE STEEL MAST.  IT IS LOCATED BEHIND THE ACME OIL TOOL
 DO0792'CO. ON U.S. HIGHWAY 277 AT THE SOUTHWEST EDGE OF TOWN.  THE
 DO0792'COMMUNICATIONS TOWER CO. IS OWNED BY MR. M.M. RUSK AND THIS MAST
 DO0792'IS ON PROPERTY OWNED BY MR. RUSK.
 DO0792
 DO0792                          STATION RECOVERY (2001)
 DO0792
 DO0792'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0797 ***********************************************************************
 DO0797  DESIGNATION -  WICHITA FALLS COM TWR CO S MST
 DO0797  PID         -  DO0797
 DO0797  STATE/COUNTY-  TX/WICHITA
 DO0797  USGS QUAD   -  LAKE WICHITA (1981)
 DO0797
 DO0797                         *CURRENT SURVEY CONTROL
 DO0797  ___________________________________________________________________
 DO0797* NAD 83(1993)-  33 52 01.78244(N)    098 34 10.74885(W)     ADJUSTED  
 DO0797* NAVD 88     -                                                        
 DO0797  ___________________________________________________________________
 DO0797  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DO0797  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DO0797
 DO0797  HORZ ORDER  -  THIRD
 DO0797
 DO0797.The horizontal coordinates were established by classical geodetic methods
 DO0797.and adjusted by the National Geodetic Survey in February 1996..
 DO0797
 DO0797
 DO0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0797
 DO0797.The geoid height was determined by GEOID03.
 DO0797
 DO0797;                    North         East     Units Scale Factor Converg.
 DO0797;SPC TXNC     - 2,244,024.660   593,555.343   MT  0.99997376   -0 02 16.8
 DO0797;SPC TXNC     - 7,362,270.91  1,947,356.15   sFT  0.99997376   -0 02 16.8
 DO0797;UTM  14      - 3,747,510.602   539,803.561   MT  0.99961953   +0 14 23.4
 DO0797
 DO0797                          SUPERSEDED SURVEY CONTROL
 DO0797
 DO0797  NAD 83(1993)-  33 52 01.78279(N)    098 34 10.74835(W) AD(       ) 4
 DO0797  NAD 83(1986)-  33 52 01.78531(N)    098 34 10.73613(W) AD(       ) 4
 DO0797  NAD 27      -  33 52 01.43618(N)    098 34 09.53461(W) AD(       ) 3
 DO0797
 DO0797.Superseded values are not recommended for survey control.
 DO0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0797.See file dsdata.txt to determine how the superseded data were derived.
 DO0797
 DO0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3980447511(NAD 83)
 DO0797
 DO0797  HISTORY     - Date     Condition        Report By
 DO0797  HISTORY     - 1965     MONUMENTED       CGS
 DO0797
 DO0797                          STATION DESCRIPTION
 DO0797
 DO0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0797'THE STATION IS THE CENTER OF THE TOP OF A 350 FOOT HIGH RED
 DO0797'AND WHITE STEEL MAST.  IT IS LOCATED AT 4900 CORONADO STREET
 DO0797'AT THE SOUTHWEST EDGE OF TOWN.  THE COMMUNICATIONS TOWER
 DO0797'CO. IS OWNED BY MR.M.M. RUSK AND THIS MAST IS ON PROPERTY OWNED
 DO0797'BY R.D. WINDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0794 ***********************************************************************
 DO0794  DESIGNATION -  WICHITA FALLS HL GAGE RAD MAST
 DO0794  PID         -  DO0794
 DO0794  STATE/COUNTY-  TX/WICHITA
 DO0794  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0794
 DO0794                         *CURRENT SURVEY CONTROL
 DO0794  ___________________________________________________________________
 DO0794* NAD 83(1993)-  33 52 33.65978(N)    098 35 54.79573(W)     ADJUSTED  
 DO0794* NAVD 88     -                                                        
 DO0794  ___________________________________________________________________
 DO0794  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DO0794  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DO0794
 DO0794  HORZ ORDER  -  THIRD
 DO0794
 DO0794.The horizontal coordinates were established by classical geodetic methods
 DO0794.and adjusted by the National Geodetic Survey in February 1996..
 DO0794
 DO0794
 DO0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0794
 DO0794.The geoid height was determined by GEOID03.
 DO0794
 DO0794;                    North         East     Units Scale Factor Converg.
 DO0794;SPC TXNC     - 2,245,008.953   590,882.089   MT  0.99997597   -0 03 13.5
 DO0794;SPC TXNC     - 7,365,500.21  1,938,585.65   sFT  0.99997597   -0 03 13.5
 DO0794;UTM  14      - 3,748,481.582   537,126.524   MT  0.99961699   +0 13 25.6
 DO0794
 DO0794                          SUPERSEDED SURVEY CONTROL
 DO0794
 DO0794  NAD 83(1993)-  33 52 33.66013(N)    098 35 54.79531(W) AD(       ) 4
 DO0794  NAD 83(1986)-  33 52 33.66291(N)    098 35 54.78269(W) AD(       ) 4
 DO0794  NAD 27      -  33 52 33.31407(N)    098 35 53.57947(W) AD(       ) 3
 DO0794
 DO0794.Superseded values are not recommended for survey control.
 DO0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0794.See file dsdata.txt to determine how the superseded data were derived.
 DO0794
 DO0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3712748482(NAD 83)
 DO0794
 DO0794  HISTORY     - Date     Condition        Report By
 DO0794  HISTORY     - 1965     MONUMENTED       CGS
 DO0794  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0794
 DO0794                          STATION DESCRIPTION
 DO0794
 DO0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0794'THE STATION IS THE CENTER OF THE TOP OF A 320 FOOT HIGH RED
 DO0794'AND WHITE STEEL MAST.  IT IS LOCATED AT THE H.L. GAGE RANCH ON
 DO0794'U.S. HIGHWAY 277, 1/4 MILE NORTH OF THE HIGHWAY, AT THE SOUTHWEST
 DO0794'EDGE OF TOWN.  IT IS PRIVATELY OWNED BY MR. H.L. GAGE.
 DO0794
 DO0794                          STATION RECOVERY (2001)
 DO0794
 DO0794'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0711 ***********************************************************************
 DO0711  DESIGNATION -  WICHITA FALLS JACKSON RAD MAST
 DO0711  PID         -  DO0711
 DO0711  STATE/COUNTY-  TX/WICHITA
 DO0711  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0711
 DO0711                         *CURRENT SURVEY CONTROL
 DO0711  ___________________________________________________________________
 DO0711* NAD 83(1993)-  33 53 54.28060(N)    098 27 10.92812(W)     ADJUSTED  
 DO0711* NAVD 88     -                                                        
 DO0711  ___________________________________________________________________
 DO0711  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DO0711  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DO0711
 DO0711  HORZ ORDER  -  THIRD
 DO0711
 DO0711.The horizontal coordinates were established by classical geodetic methods
 DO0711.and adjusted by the National Geodetic Survey in February 1996..
 DO0711
 DO0711
 DO0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0711
 DO0711.The geoid height was determined by GEOID03.
 DO0711
 DO0711;                    North         East     Units Scale Factor Converg.
 DO0711;SPC TXNC     - 2,247,489.619   604,343.876   MT  0.99998168   +0 01 32.2
 DO0711;SPC TXNC     - 7,373,638.86  1,982,751.53   sFT  0.99998168   +0 01 32.2
 DO0711;UTM  14      - 3,751,026.743   550,571.321   MT  0.99963153   +0 18 18.2
 DO0711
 DO0711                          SUPERSEDED SURVEY CONTROL
 DO0711
 DO0711  NAD 83(1993)-  33 53 54.28083(N)    098 27 10.92758(W) AD(       ) 4
 DO0711  NAD 83(1986)-  33 53 54.28321(N)    098 27 10.91500(W) AD(       ) 4
 DO0711  NAD 27      -  33 53 53.93383(N)    098 27 09.72251(W) AD(       ) 3
 DO0711
 DO0711.Superseded values are not recommended for survey control.
 DO0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0711.See file dsdata.txt to determine how the superseded data were derived.
 DO0711
 DO0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5057151027(NAD 83)
 DO0711
 DO0711  HISTORY     - Date     Condition        Report By
 DO0711  HISTORY     - 1965     MONUMENTED       CGS
 DO0711  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0711
 DO0711                          STATION DESCRIPTION
 DO0711
 DO0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0711'THE STATION IS THE CENTER OF THE TOP OF A 180 FOOT HIGH RED
 DO0711'AND WHITE STEEL MAST.  IT IS LOCATED 100 YARDS SOUTH OF THE
 DO0711'JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 79 IN THE EAST
 DO0711'EDGE OF TOWN.
 DO0711
 DO0711                          STATION RECOVERY (2001)
 DO0711
 DO0711'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0712 ***********************************************************************
 DO0712  DESIGNATION -  WICHITA FALLS N TEX COMP CO TK
 DO0712  PID         -  DO0712
 DO0712  STATE/COUNTY-  TX/WICHITA
 DO0712  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0712
 DO0712                         *CURRENT SURVEY CONTROL
 DO0712  ___________________________________________________________________
 DO0712* NAD 83(1993)-  33 54 07.43729(N)    098 27 53.11989(W)     ADJUSTED  
 DO0712* NAVD 88     -                                                        
 DO0712  ___________________________________________________________________
 DO0712  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 DO0712  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DO0712
 DO0712  HORZ ORDER  -  THIRD
 DO0712
 DO0712.The horizontal coordinates were established by classical geodetic methods
 DO0712.and adjusted by the National Geodetic Survey in February 1996..
 DO0712
 DO0712
 DO0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0712
 DO0712.The geoid height was determined by GEOID03.
 DO0712
 DO0712;                    North         East     Units Scale Factor Converg.
 DO0712;SPC TXNC     - 2,247,894.562   603,259.728   MT  0.99998262   +0 01 09.2
 DO0712;SPC TXNC     - 7,374,967.41  1,979,194.62   sFT  0.99998262   +0 01 09.2
 DO0712;UTM  14      - 3,751,426.254   549,485.593   MT  0.99963019   +0 17 54.8
 DO0712
 DO0712                          SUPERSEDED SURVEY CONTROL
 DO0712
 DO0712  NAD 83(1993)-  33 54 07.43754(N)    098 27 53.11937(W) AD(       ) 4
 DO0712  NAD 83(1986)-  33 54 07.44003(N)    098 27 53.10677(W) AD(       ) 4
 DO0712  NAD 27      -  33 54 07.09103(N)    098 27 51.91532(W) AD(       ) 3
 DO0712
 DO0712.Superseded values are not recommended for survey control.
 DO0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0712.See file dsdata.txt to determine how the superseded data were derived.
 DO0712
 DO0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4948651426(NAD 83)
 DO0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO0712+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 DO0712
 DO0712  HISTORY     - Date     Condition        Report By
 DO0712  HISTORY     - 1965     MONUMENTED       CGS
 DO0712  HISTORY     - 20010525 GOOD             USPSQD
 DO0712  HISTORY     - 20050518 GOOD             USPSQD
 DO0712
 DO0712                          STATION DESCRIPTION
 DO0712
 DO0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0712'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL BOTTOM
 DO0712'ELEVATED WATER TANK, SUPPORTED BY 4 LEGS AND HAS AN OVERALL
 DO0712'HEIGHT OF 150 FEET.  IT IS LOCATED 1/4 MILE WEST OF THE
 DO0712'INTERSECTION OF U.S. HIGHWAY 287 AND EASTSIDE DRIVE BETWEEN THE
 DO0712'FT. WORTH AND DENVER AND M.K.T. RAILROAD AT THE EAST EDGE OF
 DO0712'TOWN.
 DO0712
 DO0712                          STATION RECOVERY (2001)
 DO0712
 DO0712'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0712'RECOVERED IN GOOD CONDITION.
 DO0712
 DO0712                          STATION RECOVERY (2005)
 DO0712
 DO0712'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DO0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0785 ***********************************************************************
 DO0785  DESIGNATION -  WICHITA FALLS NE MUN TANK
 DO0785  PID         -  DO0785
 DO0785  STATE/COUNTY-  TX/WICHITA
 DO0785  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0785
 DO0785                         *CURRENT SURVEY CONTROL
 DO0785  ___________________________________________________________________
 DO0785* NAD 83(1993)-  33 54 29.66627(N)    098 30 27.91883(W)     ADJUSTED  
 DO0785* NAVD 88     -                                                        
 DO0785  ___________________________________________________________________
 DO0785  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DO0785  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DO0785
 DO0785  HORZ ORDER  -  THIRD
 DO0785
 DO0785.The horizontal coordinates were established by classical geodetic methods
 DO0785.and adjusted by the National Geodetic Survey in February 1996..
 DO0785
 DO0785
 DO0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0785
 DO0785.The geoid height was determined by GEOID03.
 DO0785
 DO0785;                    North         East     Units Scale Factor Converg.
 DO0785;SPC TXNC     - 2,248,578.934   599,282.777   MT  0.99998423   -0 00 15.2
 DO0785;SPC TXNC     - 7,377,212.72  1,966,146.91   sFT  0.99998423   -0 00 15.2
 DO0785;UTM  14      - 3,752,091.010   545,506.770   MT  0.99962553   +0 16 28.6
 DO0785
 DO0785                          SUPERSEDED SURVEY CONTROL
 DO0785
 DO0785  NAD 83(1993)-  33 54 29.66658(N)    098 30 27.91829(W) AD(       ) 4
 DO0785  NAD 83(1986)-  33 54 29.66893(N)    098 30 27.90577(W) AD(       ) 4
 DO0785  NAD 27      -  33 54 29.32274(N)    098 30 26.71040(W) AD(       ) 3
 DO0785
 DO0785.Superseded values are not recommended for survey control.
 DO0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0785.See file dsdata.txt to determine how the superseded data were derived.
 DO0785
 DO0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4550752091(NAD 83)
 DO0785_MARKER: 51 = TANK
 DO0785
 DO0785  HISTORY     - Date     Condition        Report By
 DO0785  HISTORY     - 1965     FIRST OBSERVED   CGS
 DO0785  HISTORY     - 1975     GOOD             NGS
 DO0785  HISTORY     - 20010525 GOOD             USPSQD
 DO0785
 DO0785                          STATION DESCRIPTION
 DO0785
 DO0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0785'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DO0785
 DO0785                          STATION RECOVERY (2001)
 DO0785
 DO0785'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0786 ***********************************************************************
 DO0786  DESIGNATION -  WICHITA FALLS NW MUN TANK
 DO0786  PID         -  DO0786
 DO0786  STATE/COUNTY-  TX/WICHITA
 DO0786  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0786
 DO0786                         *CURRENT SURVEY CONTROL
 DO0786  ___________________________________________________________________
 DO0786* NAD 83(1993)-  33 54 21.61082(N)    098 31 48.70816(W)     ADJUSTED  
 DO0786* NAVD 88     -                                                        
 DO0786  ___________________________________________________________________
 DO0786  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DO0786  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DO0786
 DO0786  HORZ ORDER  -  THIRD
 DO0786
 DO0786.The horizontal coordinates were established by classical geodetic methods
 DO0786.and adjusted by the National Geodetic Survey in February 1996..
 DO0786
 DO0786
 DO0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0786
 DO0786.The geoid height was determined by GEOID03.
 DO0786
 DO0786;                    North         East     Units Scale Factor Converg.
 DO0786;SPC TXNC     - 2,248,331.114   597,207.260   MT  0.99998364   -0 00 59.3
 DO0786;SPC TXNC     - 7,376,399.66  1,959,337.49   sFT  0.99998364   -0 00 59.3
 DO0786;UTM  14      - 3,751,833.190   543,433.230   MT  0.99962325   +0 15 43.5
 DO0786
 DO0786                          SUPERSEDED SURVEY CONTROL
 DO0786
 DO0786  NAD 83(1993)-  33 54 21.61113(N)    098 31 48.70765(W) AD(       ) 4
 DO0786  NAD 83(1986)-  33 54 21.61353(N)    098 31 48.69517(W) AD(       ) 4
 DO0786  NAD 27      -  33 54 21.26413(N)    098 31 47.50052(W) AD(       ) 3
 DO0786
 DO0786.Superseded values are not recommended for survey control.
 DO0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0786.See file dsdata.txt to determine how the superseded data were derived.
 DO0786
 DO0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4343351833(NAD 83)
 DO0786
 DO0786  HISTORY     - Date     Condition        Report By
 DO0786  HISTORY     - 1965     MONUMENTED       CGS
 DO0786  HISTORY     - 1975     GOOD             NGS
 DO0786  HISTORY     - 20010525 GOOD             USPSQD
 DO0786
 DO0786                          STATION DESCRIPTION
 DO0786
 DO0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0786'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL
 DO0786'BOTTOM, ELEVATED TANK, SUPPORTED BY FOUR LEGS AND HAS AN OVERALL
 DO0786'HEIGHT OF 161 FEET.  IT IS LOCATED ABOUT 2 MILES WEST OF THE
 DO0786'CENTER OF TOWN AT THE INTERSECTION OF 9-TH AND BEVERLY STREETS.
 DO0786
 DO0786                          STATION RECOVERY (1975)
 DO0786
 DO0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0786'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1965.
 DO0786
 DO0786                          STATION RECOVERY (2001)
 DO0786
 DO0786'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7479 ***********************************************************************
 DF7479  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7479  DESIGNATION -  WICHITA FALLS RRP CORS ARP
 DF7479  CORS_ID     -  TXWF
 DF7479  PID         -  DF7479
 DF7479  STATE/COUNTY-  TX/WICHITA
 DF7479  USGS QUAD   -  LAKE WICHITA (1981)
 DF7479
 DF7479                         *CURRENT SURVEY CONTROL
 DF7479  ___________________________________________________________________
 DF7479* NAD 83(CORS)-  33 51 14.10906(N)    098 30 19.96292(W)     ADJUSTED  
 DF7479* NAVD 88     -                                                        
 DF7479  ___________________________________________________________________
 DF7479  EPOCH DATE  -        2002.00
 DF7479  X           -    -784,272.231 (meters)                     COMP
 DF7479  Y           -  -5,244,216.027 (meters)                     COMP
 DF7479  Z           -   3,533,158.489 (meters)                     COMP
 DF7479  ELLIP HEIGHT-         281.33  (meters)          (08/??/03) GPS OBS
 DF7479  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DF7479
 DF7479  HORZ ORDER  -  SPECIAL (CORS)
 DF7479  ELLP ORDER  -  SPECIAL (CORS)
 DF7479
 DF7479.ITRF positions are available for this station.
 DF7479.The coordinates were established by GPS observations
 DF7479.and adjusted by the National Geodetic Survey in August 2003..
 DF7479.The coordinates are valid at the epoch date displayed above.
 DF7479.The epoch date for horizontal control is a decimal equivalence
 DF7479.of Year/Month/Day.
 DF7479
 DF7479
 DF7479.The PID for the CORS L1 Phase Center is DF7480.
 DF7479
 DF7479.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7479
 DF7479.The ellipsoidal height was determined by GPS observations
 DF7479.and is referenced to NAD 83.
 DF7479
 DF7479.The geoid height was determined by GEOID03.
 DF7479
 DF7479;                    North         East     Units Scale Factor Converg.
 DF7479;SPC TXNC     - 2,242,553.710   599,486.843   MT  0.99997050   -0 00 10.9
 DF7479;SPC TXNC     - 7,357,444.96  1,966,816.42   sFT  0.99997050   -0 00 10.9
 DF7479
 DF7479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7479!SPC TXNC     -   0.99995584  x   0.99997050  =   0.99992634
 DF7479
 DF7479                          SUPERSEDED SURVEY CONTROL
 DF7479
 DF7479.No superseded survey control is available for this station.
 DF7479
 DF7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4574046069(NAD 83)
 DF7479_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7479
 DF7479                          STATION DESCRIPTION
 DF7479
 DF7479'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7479'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7479'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7479'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7479'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7479'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7480 ***********************************************************************
 DF7480  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7480  DESIGNATION -  WICHITA FALLS RRP CORS L1 PHASE CENTER
 DF7480  CORS_ID     -  TXWF
 DF7480  PID         -  DF7480
 DF7480  STATE/COUNTY-  TX/WICHITA
 DF7480  USGS QUAD   -  LAKE WICHITA (1981)
 DF7480
 DF7480                         *CURRENT SURVEY CONTROL
 DF7480  ___________________________________________________________________
 DF7480* NAD 83(CORS)-  33 51 14.10907(N)    098 30 19.96290(W)     ADJUSTED  
 DF7480* NAVD 88     -                                                        
 DF7480  ___________________________________________________________________
 DF7480  EPOCH DATE  -        2002.00
 DF7480  X           -    -784,272.239 (meters)                     COMP
 DF7480  Y           -  -5,244,216.084 (meters)                     COMP
 DF7480  Z           -   3,533,158.529 (meters)                     COMP
 DF7480  ELLIP HEIGHT-         281.40  (meters)          (08/??/03) GPS OBS
 DF7480  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DF7480
 DF7480  HORZ ORDER  -  SPECIAL (CORS)
 DF7480  ELLP ORDER  -  SPECIAL (CORS)
 DF7480
 DF7480.ITRF positions are available for this station.
 DF7480.The coordinates were established by GPS observations
 DF7480.and adjusted by the National Geodetic Survey in August 2003..
 DF7480.The coordinates are valid at the epoch date displayed above.
 DF7480.The epoch date for horizontal control is a decimal equivalence
 DF7480.of Year/Month/Day.
 DF7480
 DF7480
 DF7480.The PID for the CORS ARP is DF7479.
 DF7480
 DF7480.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7480
 DF7480.The ellipsoidal height was determined by GPS observations
 DF7480.and is referenced to NAD 83.
 DF7480
 DF7480.The geoid height was determined by GEOID03.
 DF7480
 DF7480;                    North         East     Units Scale Factor Converg.
 DF7480;SPC TXNC     - 2,242,553.710   599,486.843   MT  0.99997050   -0 00 10.9
 DF7480;SPC TXNC     - 7,357,444.96  1,966,816.42   sFT  0.99997050   -0 00 10.9
 DF7480
 DF7480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7480!SPC TXNC     -   0.99995583  x   0.99997050  =   0.99992633
 DF7480
 DF7480                          SUPERSEDED SURVEY CONTROL
 DF7480
 DF7480.No superseded survey control is available for this station.
 DF7480
 DF7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4574046069(NAD 83)
 DF7480_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7480
 DF7480                          STATION DESCRIPTION
 DF7480
 DF7480'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7480'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7480'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7480'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7480'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7480'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0796 ***********************************************************************
 DO0796  DESIGNATION -  WICHITA FALLS ST HOSP WATER TK
 DO0796  PID         -  DO0796
 DO0796  STATE/COUNTY-  TX/WICHITA
 DO0796  USGS QUAD   -  LAKE WICHITA (1981)
 DO0796
 DO0796                         *CURRENT SURVEY CONTROL
 DO0796  ___________________________________________________________________
 DO0796* NAD 83(1993)-  33 50 39.95160(N)    098 31 28.41997(W)     ADJUSTED  
 DO0796* NAVD 88     -                                                        
 DO0796  ___________________________________________________________________
 DO0796  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DO0796  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DO0796
 DO0796  HORZ ORDER  -  THIRD
 DO0796
 DO0796.The horizontal coordinates were established by classical geodetic methods
 DO0796.and adjusted by the National Geodetic Survey in February 1996..
 DO0796
 DO0796
 DO0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0796
 DO0796.The geoid height was determined by GEOID03.
 DO0796
 DO0796;                    North         East     Units Scale Factor Converg.
 DO0796;SPC TXNC     - 2,241,501.568   597,726.872   MT  0.99996819   -0 00 48.2
 DO0796;SPC TXNC     - 7,353,993.06  1,961,042.25   sFT  0.99996819   -0 00 48.2
 DO0796;UTM  14      - 3,745,008.655   543,985.822   MT  0.99962385   +0 15 53.3
 DO0796
 DO0796                          SUPERSEDED SURVEY CONTROL
 DO0796
 DO0796  NAD 83(1993)-  33 50 39.95187(N)    098 31 28.41947(W) AD(       ) 4
 DO0796  NAD 83(1986)-  33 50 39.95431(N)    098 31 28.40741(W) AD(       ) 4
 DO0796  NAD 27      -  33 50 39.60560(N)    098 31 27.21411(W) AD(       ) 3
 DO0796
 DO0796.Superseded values are not recommended for survey control.
 DO0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0796.See file dsdata.txt to determine how the superseded data were derived.
 DO0796
 DO0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4398645009(NAD 83)
 DO0796_MARKER: 51 = TANK
 DO0796
 DO0796  HISTORY     - Date     Condition        Report By
 DO0796  HISTORY     - 1923     FIRST OBSERVED   CGS
 DO0796  HISTORY     - 1944     GOOD             CGS
 DO0796  HISTORY     - 1955     GOOD             CGS
 DO0796  HISTORY     - 1960     GOOD             CGS
 DO0796  HISTORY     - 1963     GOOD             CGS
 DO0796  HISTORY     - 1965     GOOD             CGS
 DO0796
 DO0796                          STATION DESCRIPTION
 DO0796
 DO0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 DO0796'STATION IS A LARGE BLACK TOWER TANK AT THE STATE HOSPITAL,
 DO0796'ABOUT 5 MI. S OF WICHITA FALLS.
 DO0796
 DO0796                          STATION RECOVERY (1944)
 DO0796
 DO0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 DO0796'RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION.  THE TANK
 DO0796'HAS SINCE BEEN PAINTED SILVER.  IT IS IN WICHITA COUNTY.
 DO0796
 DO0796                          STATION RECOVERY (1955)
 DO0796
 DO0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HWH)
 DO0796'THIS STATION RECOVERED IN GOOD CONDITION.
 DO0796
 DO0796                          STATION RECOVERY (1960)
 DO0796
 DO0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DO0796'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DO0796'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DO0796
 DO0796                          STATION RECOVERY (1963)
 DO0796
 DO0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 DO0796'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  LARGE
 DO0796'SILVER TANK APPROXIMATELY 125 FT HIGH AND LOCATED APPROXIMATELY
 DO0796'66 FT NE OF BOILER ROOM AND APPROXIMATELY 125 FT FROM THE
 DO0796'NORTHERN MOST CORNER OF A CONCRETE RESERVOIR.  RESERVOIR IS
 DO0796'LOCATED IN NORTHERN SECTION OF STATE HOSPITAL GROUNDS.
 DO0796
 DO0796                          STATION RECOVERY (1965)
 DO0796
 DO0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0796'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0787 ***********************************************************************
 DO0787  DESIGNATION -  WICHITA FALLS SW MUN TANK
 DO0787  PID         -  DO0787
 DO0787  STATE/COUNTY-  TX/WICHITA
 DO0787  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0787
 DO0787                         *CURRENT SURVEY CONTROL
 DO0787  ___________________________________________________________________
 DO0787* NAD 83(1993)-  33 52 37.41121(N)    098 32 06.88788(W)     ADJUSTED  
 DO0787* NAVD 88     -                                                        
 DO0787  ___________________________________________________________________
 DO0787  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DO0787  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DO0787
 DO0787  HORZ ORDER  -  THIRD
 DO0787
 DO0787.The horizontal coordinates were established by classical geodetic methods
 DO0787.and adjusted by the National Geodetic Survey in February 1996..
 DO0787
 DO0787
 DO0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0787
 DO0787.The geoid height was determined by GEOID03.
 DO0787
 DO0787;                    North         East     Units Scale Factor Converg.
 DO0787;SPC TXNC     - 2,245,120.806   596,739.141   MT  0.99997624   -0 01 09.2
 DO0787;SPC TXNC     - 7,365,867.18  1,957,801.67   sFT  0.99997624   -0 01 09.2
 DO0787;UTM  14      - 3,748,621.792   542,980.878   MT  0.99962277   +0 15 32.6
 DO0787
 DO0787                          SUPERSEDED SURVEY CONTROL
 DO0787
 DO0787  NAD 83(1993)-  33 52 37.41152(N)    098 32 06.88734(W) AD(       ) 4
 DO0787  NAD 83(1986)-  33 52 37.41387(N)    098 32 06.87495(W) AD(       ) 4
 DO0787  NAD 27      -  33 52 37.06217(N)    098 32 05.67613(W) AD(       ) 3
 DO0787
 DO0787.Superseded values are not recommended for survey control.
 DO0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0787.See file dsdata.txt to determine how the superseded data were derived.
 DO0787
 DO0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4298148622(NAD 83)
 DO0787
 DO0787  HISTORY     - Date     Condition        Report By
 DO0787  HISTORY     - 1965     MONUMENTED       CGS
 DO0787  HISTORY     - 1975     GOOD             NGS
 DO0787  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0787
 DO0787                          STATION DESCRIPTION
 DO0787
 DO0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0787'THE STATION IS THE CENTER OF THE TOP OF A DOUBLE ELLIPSOIDAL
 DO0787'ELEVATED TANK, SUPPORTED BY SIX LEGS AND HAS AN OVERALL HEIGHT
 DO0787'OF 160 FEET.  IT IS LOCATED ABOUT 150 FEET SOUTH OF THE CENTER
 DO0787'OF Y AVENUE IN THE SOUTHERN PART OF TOWN.
 DO0787
 DO0787                          STATION RECOVERY (1975)
 DO0787
 DO0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0787'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1965.
 DO0787
 DO0787                          STATION RECOVERY (2001)
 DO0787
 DO0787'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0788 ***********************************************************************
 DO0788  DESIGNATION -  WICHITA FALLS TV KAUZ MAST
 DO0788  PID         -  DO0788
 DO0788  STATE/COUNTY-  TX/WICHITA
 DO0788  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0788
 DO0788                         *CURRENT SURVEY CONTROL
 DO0788  ___________________________________________________________________
 DO0788* NAD 83(1993)-  33 54 04.84144(N)    098 32 21.87347(W)     ADJUSTED  
 DO0788* NAVD 88     -                                                        
 DO0788  ___________________________________________________________________
 DO0788  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 DO0788  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DO0788
 DO0788  HORZ ORDER  -  THIRD
 DO0788
 DO0788.The horizontal coordinates were established by classical geodetic methods
 DO0788.and adjusted by the National Geodetic Survey in February 1996..
 DO0788
 DO0788
 DO0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0788
 DO0788.The geoid height was determined by GEOID03.
 DO0788
 DO0788;                    North         East     Units Scale Factor Converg.
 DO0788;SPC TXNC     - 2,247,814.719   596,355.041   MT  0.99998243   -0 01 17.4
 DO0788;SPC TXNC     - 7,374,705.46  1,956,541.50   sFT  0.99998243   -0 01 17.4
 DO0788;UTM  14      - 3,751,312.847   542,583.837   MT  0.99962235   +0 15 24.9
 DO0788
 DO0788                          SUPERSEDED SURVEY CONTROL
 DO0788
 DO0788  NAD 83(1993)-  33 54 04.84174(N)    098 32 21.87297(W) AD(       ) 4
 DO0788  NAD 83(1986)-  33 54 04.84420(N)    098 32 21.86048(W) AD(       ) 4
 DO0788  NAD 27      -  33 54 04.49565(N)    098 32 20.65982(W) AD(       ) 3
 DO0788
 DO0788.Superseded values are not recommended for survey control.
 DO0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0788.See file dsdata.txt to determine how the superseded data were derived.
 DO0788
 DO0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4258451313(NAD 83)
 DO0788_MARKER: 42 = RADIO/TV MAST
 DO0788
 DO0788  HISTORY     - Date     Condition        Report By
 DO0788  HISTORY     - 1965     FIRST OBSERVED   CGS
 DO0788  HISTORY     - 1968     GOOD             CGS
 DO0788  HISTORY     - 1975     GOOD             NGS
 DO0788  HISTORY     - 1982     GOOD             NGS
 DO0788  HISTORY     - 20010525 GOOD             USPSQD
 DO0788
 DO0788                          STATION DESCRIPTION
 DO0788
 DO0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JVT)
 DO0788'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 DO0788'CONDITION.
 DO0788'
 DO0788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WEST
 DO0788'OF WICHITA FALLS.
 DO0788
 DO0788                          STATION RECOVERY (1975)
 DO0788
 DO0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0788'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1965.
 DO0788
 DO0788                          STATION RECOVERY (1982)
 DO0788
 DO0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (GFS)
 DO0788'STATION RECOVERED AS DESCRIBED.
 DO0788'
 DO0788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DO0788'+ OR - SOUTHWEST OF WICHITA FALLS.
 DO0788
 DO0788                          STATION RECOVERY (2001)
 DO0788
 DO0788'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0791 ***********************************************************************
 DO0791  DESIGNATION -  WICHITA FALLS TV KFDX MAST
 DO0791  PID         -  DO0791
 DO0791  STATE/COUNTY-  TX/WICHITA
 DO0791  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0791
 DO0791                         *CURRENT SURVEY CONTROL
 DO0791  ___________________________________________________________________
 DO0791* NAD 83(1993)-  33 53 23.95586(N)    098 33 31.42588(W)     ADJUSTED  
 DO0791* NAVD 88     -                                                        
 DO0791  ___________________________________________________________________
 DO0791  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DO0791  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DO0791
 DO0791  HORZ ORDER  -  THIRD
 DO0791
 DO0791.The horizontal coordinates were established by classical geodetic methods
 DO0791.and adjusted by the National Geodetic Survey in February 1996..
 DO0791
 DO0791
 DO0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0791
 DO0791.The geoid height was determined by GEOID03.
 DO0791
 DO0791;                    North         East     Units Scale Factor Converg.
 DO0791;SPC TXNC     - 2,246,555.842   594,567.423   MT  0.99997951   -0 01 55.3
 DO0791;SPC TXNC     - 7,370,575.29  1,950,676.62   sFT  0.99997951   -0 01 55.3
 DO0791;UTM  14      - 3,750,045.759   540,802.994   MT  0.99962052   +0 14 45.8
 DO0791
 DO0791                          SUPERSEDED SURVEY CONTROL
 DO0791
 DO0791  NAD 83(1993)-  33 53 23.95618(N)    098 33 31.42539(W) AD(       ) 4
 DO0791  NAD 83(1986)-  33 53 23.95874(N)    098 33 31.41297(W) AD(       ) 4
 DO0791  NAD 27      -  33 53 23.60909(N)    098 33 30.20936(W) AD(       ) 3
 DO0791
 DO0791.Superseded values are not recommended for survey control.
 DO0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0791.See file dsdata.txt to determine how the superseded data were derived.
 DO0791
 DO0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4080350046(NAD 83)
 DO0791_MARKER: 42 = RADIO/TV MAST
 DO0791
 DO0791  HISTORY     - Date     Condition        Report By
 DO0791  HISTORY     - 1965     FIRST OBSERVED   CGS
 DO0791  HISTORY     - 1968     GOOD             CGS
 DO0791  HISTORY     - 1975     GOOD             NGS
 DO0791  HISTORY     - 20010525 GOOD             USPSQD
 DO0791
 DO0791                          STATION DESCRIPTION
 DO0791
 DO0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JVT)
 DO0791'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 DO0791'CONDITION.
 DO0791'
 DO0791'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 DO0791'OF WICHITA FALLS.
 DO0791
 DO0791                          STATION RECOVERY (1975)
 DO0791
 DO0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0791'RECOVERED AS DESCRIBED IN 1965.
 DO0791
 DO0791                          STATION RECOVERY (2001)
 DO0791
 DO0791'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0928 ***********************************************************************
 GK0928  DESIGNATION -  WIDE
 GK0928  PID         -  GK0928
 GK0928  STATE/COUNTY-  TX/SHERMAN
 GK0928  USGS QUAD   -  STEVENS SE (1974)
 GK0928
 GK0928                         *CURRENT SURVEY CONTROL
 GK0928  ___________________________________________________________________
 GK0928* NAD 83(1993)-  36 20 34.01241(N)    101 49 26.16699(W)     ADJUSTED  
 GK0928* NAVD 88     -      1061.     (meters)    3481.     (feet)  SCALED    
 GK0928  ___________________________________________________________________
 GK0928  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 GK0928  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 GK0928
 GK0928  HORZ ORDER  -  THIRD
 GK0928
 GK0928.The horizontal coordinates were established by classical geodetic methods
 GK0928.and adjusted by the National Geodetic Survey in February 1996..
 GK0928
 GK0928.The orthometric height was scaled from a topographic map.
 GK0928
 GK0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0928
 GK0928.The geoid height was determined by GEOID03.
 GK0928
 GK0928;                    North         East     Units Scale Factor Converg.
 GK0928;SPC TX N     - 1,259,961.822   170,918.578   MT  1.00004109   -0 11 15.8
 GK0928;SPC TX N     - 4,133,724.74    560,755.37   sFT  1.00004109   -0 11 15.8
 GK0928;UTM  14      - 4,025,671.981   246,560.616   MT  1.00039147   -1 40 27.8
 GK0928
 GK0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0928!SPC TX N     -   0.99983751  x   1.00004109  =   0.99987860
 GK0928!UTM  14      -   0.99983751  x   1.00039147  =   1.00022892
 GK0928
 GK0928|---------------------------------------------------------------------|
 GK0928| PID    Reference Object                     Distance      Geod. Az  |
 GK0928|                                                           dddmmss.s |
 GK0928| CM9543 WIDE RM 1                                          00149     |
 GK0928| CM9542 WIDE AZ MK                                         1800051.1 |
 GK0928| GL1342 STRATFORD GRAIN CO SW ELEVATOR      APPROX.22.2 KM 2672931.6 |
 GK0928| CM9544 WIDE RM 2                            16.599 METERS 27029     |
 GK0928|---------------------------------------------------------------------|
 GK0928
 GK0928                          SUPERSEDED SURVEY CONTROL
 GK0928
 GK0928  NAD 83(1993)-  36 20 34.01194(N)    101 49 26.16684(W) AD(       ) 3
 GK0928  NAD 83(1986)-  36 20 34.02248(N)    101 49 26.15451(W) AD(       ) 3
 GK0928  NAD 27      -  36 20 33.91700(N)    101 49 24.56300(W) AD(       ) 3
 GK0928
 GK0928.Superseded values are not recommended for survey control.
 GK0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0928.See file dsdata.txt to determine how the superseded data were derived.
 GK0928
 GK0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4656125672(NAD 83)
 GK0928_MARKER: DS = TRIANGULATION STATION DISK
 GK0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0928_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0928
 GK0928  HISTORY     - Date     Condition        Report By
 GK0928  HISTORY     - 1953     MONUMENTED       CGS
 GK0928  HISTORY     - 1973     GOOD             USGS
 GK0928
 GK0928                          STATION DESCRIPTION
 GK0928
 GK0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0928'THE STATION IS LOCATED ALONG THE EAST SIDE OF A NORTH-SOUTH
 GK0928'DIRT FARM ROAD.  IT IS LOCATED AIRLINE ABOUT 14 MILES EAST OF
 GK0928'STRATFORD, ABOUT 11 MILES SOUTH-SOUTHWEST OF TEXHOMA, AND
 GK0928'ABOUT 1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 289 AND
 GK0928'119.
 GK0928'
 GK0928'THE STATION IS A STANDARD DISK STAMPED WIDE 1953 SET IN TOP OF A
 GK0928'CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER AND PROJECTS
 GK0928'ABOUT 4 INCHES ABOVE THE GROUND.
 GK0928'
 GK0928'IT IS 4 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 18 FEET EAST
 GK0928'OF THE CENTER LINE OF A DIRT FARM ROAD.
 GK0928'
 GK0928'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WIDE NO 1
 GK0928'1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES
 GK0928'IN DIAMETER, PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS
 GK0928'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 21 FEET EAST OF
 GK0928'THE CENTER LINE OF A DIRT FARM ROAD.
 GK0928'
 GK0928'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WIDE NO 2
 GK0928'1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES
 GK0928'IN DIAMETER, ABOUT FLUSH WITH THE GROUND AND ABOUT THE SAME
 GK0928'ELEVATION AS THE STATION.  IT IS ABOUT 3 FEET WEST OF A
 GK0928'NORTH-SOUTH FENCE LINE AND 24 FEET WEST OF THE CENTER LINE OF
 GK0928'A DIRT FARM ROAD.
 GK0928'
 GK0928'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WIDE 1953 SET IN
 GK0928'THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 3 INCHES
 GK0928'ABOVE THE GROUND.  IT IS 1 FOOT WEST OF THE SOUTH END OF A WIRE
 GK0928'GATE AND 24 FEET EAST OF THE CENTER LINE OF A DIRT FARM ROAD.
 GK0928'
 GK0928'TO REACH THE STATION FROM THE ROCK ISLAND RAILROAD STATION IN
 GK0928'STRATFORD, GO SOUTH ACROSS THE RAILROAD TRACKS FOR 0.1 MILE TO
 GK0928'U.S. HIGHWAY 54.  CROSS U.S. HIGHWAY 54 AND CONTINUE ON STATE
 GK0928'HIGHWAY 289 SOUTH AND EAST FOR 13.9 MILES TO A JUNCTION WITH
 GK0928'STATE HIGHWAY 119.  TURN LEFT ON A DIRT FARM ROAD AND GO NORTH
 GK0928'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE
 GK0928'ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO THE STATION
 GK0928'ON THE RIGHT, EAST SIDE OF THE ROAD.
 GK0928
 GK0928                          STATION RECOVERY (1973)
 GK0928
 GK0928'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WHL)
 GK0928'THE DESCRIPTION OF THIS STATION AND ALL ITS REFERENCE MARKS PUTS
 GK0928'THEM IN THE PRESENT BORROW DITCH OF FAS 119.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1287 ***********************************************************************
 AJ1287  DESIGNATION -  WIED
 AJ1287  PID         -  AJ1287
 AJ1287  STATE/COUNTY-  TX/DUVAL
 AJ1287  USGS QUAD   -  HEBBRONVILLE SE (1967)
 AJ1287
 AJ1287                         *CURRENT SURVEY CONTROL
 AJ1287  ___________________________________________________________________
 AJ1287* NAD 83(1993)-  27 21 03.17762(N)    098 37 02.56964(W)     ADJUSTED  
 AJ1287* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 AJ1287  ___________________________________________________________________
 AJ1287  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AJ1287  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AJ1287
 AJ1287  HORZ ORDER  -  THIRD
 AJ1287
 AJ1287.The horizontal coordinates were established by classical geodetic methods
 AJ1287.and adjusted by the National Geodetic Survey in February 1996..
 AJ1287
 AJ1287.The orthometric height was scaled from a topographic map.
 AJ1287
 AJ1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1287
 AJ1287.The geoid height was determined by GEOID03.
 AJ1287
 AJ1287;                    North         East     Units Scale Factor Converg.
 AJ1287;SPC TX S     - 5,186,603.473   288,386.802   MT  0.99991335   -0 03 11.8
 AJ1287;SPC TX S     -17,016,381.56    946,149.03   sFT  0.99991335   -0 03 11.8
 AJ1287;UTM  14      - 3,025,357.752   537,843.300   MT  0.99961768   +0 10 32.9
 AJ1287
 AJ1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1287!SPC TX S     -   0.99997772  x   0.99991335  =   0.99989107
 AJ1287!UTM  14      -   0.99997772  x   0.99961768  =   0.99959541
 AJ1287
 AJ1287|---------------------------------------------------------------------|
 AJ1287| PID    Reference Object                     Distance      Geod. Az  |
 AJ1287|                                                           dddmmss.s |
 AJ1287| CV3574 WIED RM 1                            21.530 METERS 01341     |
 AJ1287| CV3575 WIED RM 2                            24.700 METERS 15354     |
 AJ1287| CV3573 WIED AZ MK                                         2103218.7 |
 AJ1287| AJ1293 HEBBRONVILLE CARL DOERFLER MST      APPROX. 7.0 KM 2190602.4 |
 AJ1287| AJ1291 HEBBRONVILLE ST HWY DEPT TWR        APPROX. 8.0 KM 2253200.4 |
 AJ1287| AJ1289 HEBBRONVILLE R JOHNSON MAST         APPROX. 7.7 KM 2260516.3 |
 AJ1287| AJ1290 HEBBRONVILLE UTILITIES INC TK       APPROX. 7.1 KM 2324256.0 |
 AJ1287|---------------------------------------------------------------------|
 AJ1287
 AJ1287                          SUPERSEDED SURVEY CONTROL
 AJ1287
 AJ1287  NAD 83(1986)-  27 21 03.18264(N)    098 37 02.54282(W) AD(       ) 3
 AJ1287  NAD 27      -  27 21 02.04270(N)    098 37 01.48510(W) AD(       ) 3
 AJ1287
 AJ1287.Superseded values are not recommended for survey control.
 AJ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1287.See file dsdata.txt to determine how the superseded data were derived.
 AJ1287
 AJ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3784325358(NAD 83)
 AJ1287_MARKER: DS = TRIANGULATION STATION DISK
 AJ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1287
 AJ1287  HISTORY     - Date     Condition        Report By
 AJ1287  HISTORY     - 1961     MONUMENTED       CGS
 AJ1287
 AJ1287                          STATION DESCRIPTION
 AJ1287
 AJ1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1287'THE STATION IS APPROXIMATELY 4-1/2 MILES NORTHEAST OF
 AJ1287'HEBBRONVILLE, 0.2 MILE NORTHWEST OF STATE HIGHWAY 359, 100 YARDS
 AJ1287'SOUTHEAST OF THE FARM HOME OF PROPERTY OWNER MR. B.H. WIED.
 AJ1287'
 AJ1287'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 359 AND
 AJ1287'FARM ROAD 496 AT THE TRAFFIC LIGHT IN HEBBRONVILLE, GO EAST
 AJ1287'ON HIGHWAY 359 FOR 0.35 MILE TO A CROSSROAD AND A SIGN ALICE 53.
 AJ1287'TURN LEFT AND GO NORTHEAST ON HIGHWAY 359 FOR 4.0 MILES TO AN
 AJ1287'IRON GATE ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT, JUST
 AJ1287'BEFORE REACHING DORAS DRIVE INN.  CONTINUE NORTHEAST ON HIGHWAY
 AJ1287'359 FOR 0.55 MILE TO A CROSSROAD AND A SIGN WIED WELDING SHOP.
 AJ1287'TURN LEFT, NORTHWEST, ON THE ROAD FOR 0.2 MILE TO THE STATION
 AJ1287'ON THE LEFT.
 AJ1287'
 AJ1287'STATION MARKS ARE STANDARD DISKS STAMPED WIED 1961.  THE SURFACE
 AJ1287'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AJ1287'IT IS 73 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 23 FEET
 AJ1287'SOUTHWEST OF THE CENTER OF THE ROAD, 6 FEET WEST OF A METAL
 AJ1287'WITNESS POST AND 3 FEET SOUTHWEST OF A FENCE.  THE UNDERGROUND
 AJ1287'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 AJ1287'THE SURFACE OF THE GROUND.
 AJ1287'
 AJ1287'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WIED NO 1 1961, IS
 AJ1287'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AJ1287'26 FEET NORTHEAST OF THE CENTER OF THE ROAD AND 2.5 FEET
 AJ1287'SOUTHEAST OF THE POWER POLE WITH THE TRANSFORMER.
 AJ1287'
 AJ1287'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WIED NO 2 1961,
 AJ1287'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 AJ1287'IS 20 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 12 FEET SOUTH OF
 AJ1287'A JOG IN THE FENCE AND 1.5 FEET SOUTHWEST OF THE FENCE.
 AJ1287'
 AJ1287'AZIMUTH MARK, A STANDARD DISK STAMPED WIED 1961, IS SET IN A
 AJ1287'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AJ1287'APPROXIMATELY 200 FEET WEST OF DORAS DRIVE INN, 54 FEET SOUTHEAST
 AJ1287'OF THE CENTER OF HIGHWAY 359, 36 FEET EAST OF THE IRON GATE,
 AJ1287'14 FEET NORTH OF A FENCE AND 2 FEET EAST OF A METAL WITNESS POST.
 AJ1287'
 AJ1287'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1287'
 AJ1287'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 142.67 FT.,
 AJ1287'43.485 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2182 ***********************************************************************
 AN2182  DESIGNATION -  WIESS
 AN2182  PID         -  AN2182
 AN2182  STATE/COUNTY-  TX/BEE
 AN2182  USGS QUAD   -  LAZY F RANCH (1987)
 AN2182
 AN2182                         *CURRENT SURVEY CONTROL
 AN2182  ___________________________________________________________________
 AN2182* NAD 83(1993)-  28 33 40.64142(N)    097 44 05.30239(W)     ADJUSTED  
 AN2182* NAVD 88     -       109.7    (meters)     360.     (feet)  VERTCON   
 AN2182  ___________________________________________________________________
 AN2182  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AN2182  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN2182
 AN2182  HORZ ORDER  -  FIRST
 AN2182
 AN2182.The horizontal coordinates were established by classical geodetic methods
 AN2182.and adjusted by the National Geodetic Survey in February 1996..
 AN2182
 AN2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2182
 AN2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2182
 AN2182.The geoid height was determined by GEOID03.
 AN2182
 AN2182;                    North         East     Units Scale Factor Converg.
 AN2182;SPC TXSC     - 4,081,348.851   723,787.886   MT  0.99995368   +0 37 11.4
 AN2182;SPC TXSC     -13,390,225.36  2,374,627.42   sFT  0.99995368   +0 37 11.4
 AN2182;UTM  14      - 3,160,035.121   623,752.016   MT  0.99978900   +0 36 17.9
 AN2182
 AN2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2182!SPC TXSC     -   0.99998699  x   0.99995368  =   0.99994067
 AN2182!UTM  14      -   0.99998699  x   0.99978900  =   0.99977599
 AN2182
 AN2182|---------------------------------------------------------------------|
 AN2182| PID    Reference Object                     Distance      Geod. Az  |
 AN2182|                                                           dddmmss.s |
 AN2182| CV5814 WIESS RM 1                           24.131 METERS 04033     |
 AN2182| CV5815 WIESS RM 2                           33.386 METERS 19720     |
 AN2182| CV5813 WIESS AZ MK                                        2883038.5 |
 AN2182| CV5816 WIESS RM 3                           29.573 METERS 30859     |
 AN2182| AN2189 PETTUS MORRISON STANDPIPE           APPROX. 8.9 KM 3175417.4 |
 AN2182|---------------------------------------------------------------------|
 AN2182
 AN2182                          SUPERSEDED SURVEY CONTROL
 AN2182
 AN2182  NAD 83(1986)-  28 33 40.64714(N)    097 44 05.28496(W) AD(       ) 1
 AN2182  NAD 27      -  28 33 39.67700(N)    097 44 04.29100(W) AD(       ) 1
 AN2182  NGVD 29 (07/19/86)  109.7    (m)          360.     (f) VERT ANG       
 AN2182
 AN2182.Superseded values are not recommended for survey control.
 AN2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2182.See file dsdata.txt to determine how the superseded data were derived.
 AN2182
 AN2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2375260035(NAD 83)
 AN2182_MARKER: N = NAIL
 AN2182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN2182_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AN2182
 AN2182  HISTORY     - Date     Condition        Report By
 AN2182  HISTORY     - 1904     MONUMENTED       CGS
 AN2182  HISTORY     - 1929     GOOD             LOCENG
 AN2182  HISTORY     - 1931     GOOD             CGS
 AN2182  HISTORY     - 1932     GOOD             CGS
 AN2182  HISTORY     - 1937     GOOD             TXHD
 AN2182  HISTORY     - 1952     GOOD             CGS
 AN2182  HISTORY     - 1963     GOOD             CGS
 AN2182
 AN2182                          STATION DESCRIPTION
 AN2182
 AN2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2182'STATION IS ABOUT 11 MILES BY ROAD N OF BEEVILLE, 5-1/2 MILES BY
 AN2182'ROAD NE OF NORMANNA, AND 1 MILE W OF H. PHILIPS HOUSE, IN A LARGE
 AN2182'PASTURE OWNED BY V. WIESS, WHO LIVED IN BEAUMONT.  THE BEEVILLE
 AN2182'AND CHARCO ROAD PASSES THROUGH THE EASTERN PART OF THIS PASTURE.
 AN2182'THE STATION IS ON A RIDGE COVERED WITH LIVE-OAK TREES AND BRUSH
 AN2182'AND FORMING THE DIVIDE BETWEEN BLANCO AND MEDIO CREEKS, AND IS
 AN2182'ABOUT 3.3 MILES DUE E OF STATION TULETA OF THE SAN ANTONIO AND
 AN2182'ARANSAS PASS RAILWAY COMPANY.
 AN2182'
 AN2182'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 AN2182'THE CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER AND 2 FEET
 AN2182'LONG, SET FLANGE DOWN, FILLED WITH CONCRETE, AND SURROUNDED
 AN2182'BY A BLOCK OF CONCRETE 18 INCHES IN DIAMETER.  THE CONCRETE
 AN2182'WAS MARKED WITH THE LETTERS U.S.C. AND G.S. AND THE DATE.
 AN2182'
 AN2182'REFERENCE MARK IS AT THE SAME ELEVATION AS THE STATION, AND 24.150
 AN2182'METERS (79.23 FEET) FROM IT N 40 DEG 33 MIN E.
 AN2182'
 AN2182'THE FOLLOWING DISTANCES AND AZIMUTHS ARE FROM THE STATION--
 AN2182'CUPOLA ON RANCH HOUSE (V. WIESS BLANCO FARM), 1-1/4 MILES,
 AN2182'N 71 DEG 08 MIN E.  W GABLE OF H. PHILIPS HOUSE, ONE
 AN2182'MILE, S 72 DEG 30 MIN E.  CHIMNEY OF J.J. BERKLANDS HOUSE,
 AN2182'1-1/4 MILES, S 1 DEG 39 MIN E.
 AN2182
 AN2182                          STATION RECOVERY (1929)
 AN2182
 AN2182'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1929
 AN2182'IN 1929 THIS STATION WAS RECOVERED BY A LOCAL ENGINEER.
 AN2182
 AN2182                          STATION RECOVERY (1931)
 AN2182
 AN2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AN2182'IN 1931 STATION MARK REPORTED IN GOOD CONDITION.  IN 1931 STATION
 AN2182'WAS REACHED FROM TULETA RAILROAD STATION BY GOING 0.3 MILE S
 AN2182'TO RAILROAD CROSSING, THENCE ALONG ROAD TO E 3.96 MILES (BY
 AN2182'SPEEDOMETER).  STATION IS 90 FEET N OF CENTER LINE OF ROAD AT
 AN2182'THIS POINT, AND IN A SMALL CLEARING.
 AN2182
 AN2182                          STATION RECOVERY (1932)
 AN2182
 AN2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AN2182'IN 1932 STATION AND
 AN2182'REFERENCE MARKS RECOVERED IN GOOD CONDITION.  STATION FURTHER
 AN2182'DESCRIBED AS BEING 90.9 FEET N OF BEE COUNTY ROAD RUNNING S 70
 AN2182'DEG 55 MIN E THROUGH THE CENTRAL PORTION OF MRS. LAURA E.
 AN2182'WIESS PASTURE, AND APPROXIMATELY 5,250 FEET N 70 DEG 55 MIN W
 AN2182'FROM THE INTERSECTION OF THAT ROAD WITH THE BEEVILLE-CHARCO
 AN2182'ROAD.
 AN2182'
 AN2182'ELEVATION OF THE STATION IS 109.7 METERS (360 FEET).
 AN2182
 AN2182                          STATION RECOVERY (1937)
 AN2182
 AN2182'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2182'STATION MARK RECOVERED IN GOOD CONDITION.  NO EFFORT MADE TO FIND
 AN2182'REFERENCE MARK ON ACCOUNT OF HEAVY BRUSH.  DESCRIPTION OF 1932
 AN2182'IS GOOD.
 AN2182
 AN2182                          STATION RECOVERY (1952)
 AN2182
 AN2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2182'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 AN2182'THE AZIMUTH OF THE REFERENCE MARK WAS FOUND TO BE IN ERROR
 AN2182'BUT THERE IS NO INDICATION OF MOVEMENT.  THE CORRECT DIRECTION
 AN2182'IS GIVEN BELOW.  TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK
 AN2182'WERE ESTABLISHED.
 AN2182'
 AN2182'THE STATION IS LOCATED ABOUT 14 MILES AIR LINE SOUTHWEST OF
 AN2182'RIVERDALE.  10 MILES NORTH OF BEEVILLE.  6 MILES SOUTHEAST OF
 AN2182'PETTUS.  4 MILES NORTHEAST OF NORMANNA.  4 MILES EAST-SOUTHEAST
 AN2182'OF TULETA AND ON A BRUSH-COVERED RIDGE WHICH IS THE DIVIDE
 AN2182'BETWEEN BLANCO AND MEDIO CREEKS.
 AN2182'
 AN2182'TO REACH THE STATION FROM THE SCHOOL BUILDING IN TULETA, WHICH
 AN2182'IS ABOUT 12-1/2 MILES NORTH OF BEEVILLE ON U.S. HIGHWAY 181,
 AN2182'GO NORTH ON U.S. HIGHWAY 181 FOR 0.15 MILE TO A SIDE ROAD RIGHT
 AN2182'ABOUT 100 FEET SOUTH OF A PAVED SIDE ROAD LEFT.  TURN RIGHT
 AN2182'ACROSS THE RAILROAD TRACKS AND FOLLOW THE DIRT ROAD FOR 3.3
 AN2182'MILES TO THE SUMMIT OF A KNOLL AND THE AZIMUTH MARK ON THE
 AN2182'LEFT, 5 YARDS NORTH OF THE CENTER OF THE ROAD.  CONTINUE EAST
 AN2182'0.1 MILE TO A GATE ON BOTH SIDES OF THE ROAD.  CONTINUE EAST
 AN2182'0.3 MILE TO A WOOD GATE ON THE LEFT.  CONTINUE EAST 0.3 MILE
 AN2182'TO THE STATION ON THE LEFT IN A SMALL CLEARING AND REFERENCE
 AN2182'MARK NO. 2 ON THE RIGHT SIDE OF THE ROAD.
 AN2182'
 AN2182'THE STATION MARK IS A NAIL IN AN IRON PIPE SET IN A ROUND
 AN2182'CONCRETE POST THAT IS ABOUT 18 INCHES IN DIAMETER AND PROJECTS
 AN2182'1 INCH.  IT HAS USC AND GS 1904 PRINTED IN THE CONCRETE.
 AN2182'THE MARK IS 90 FEET NORTH OF THE ROAD.  15 FEET SOUTHEAST OF A
 AN2182'MESQUITE TREE WITH A TRIANGLE BLAZE AND IN A CLEARING ABOUT
 AN2182'10 YARDS WIDE THAT RUNS FROM THE STATION TO THE ROAD.
 AN2182'
 AN2182'REFERENCE MARK NO. 1 IS A 2-INCH IRON PIPE WITH A NAIL IN THE
 AN2182'CENTER AND SET IN A CONCRETE CYLINDER.  USC AND GS IS SCRATCHED
 AN2182'IN THE CONCRETE.  THE MARK PROJECTS 1 INCH.
 AN2182'
 AN2182'REFERENCE MARK NO. 2, STAMPED WIESS 1952 NO 2 1904, IS A
 AN2182'BRONZE DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4
 AN2182'INCHES.  IT IS 6 YARDS SOUTH OF THE CENTER OF THE ROAD AND
 AN2182'1 FOOT NORTH OF A FENCE LINE.
 AN2182'
 AN2182'REFERENCE MARK NO. 3, STAMPED WIESS 1952 NO 3 1904, IS A
 AN2182'BRONZE DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3
 AN2182'INCHES.  IT IS 100 FEET NORTH OF THE CENTER OF THE ROAD AND 20
 AN2182'FEET NORTH-NORTHEAST OF A MESQUITE TREE ABOUT 18 INCHES IN
 AN2182'DIAMETER.
 AN2182'
 AN2182'THE AZIMUTH MARK, STAMPED WIESS 1952 1904, IS A BRONZE DISK
 AN2182'SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS ON THE
 AN2182'SUMMIT OF THE FIRST KNOLL WEST OF THE STATION.  3 FEET EAST OF
 AN2182'A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
 AN2182
 AN2182                          STATION RECOVERY (1963)
 AN2182
 AN2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2182'STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 AN2182'IN GOOD CONDITION AS DESCRIBED.
 AN2182'
 AN2182'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0226 ***********************************************************************
 AP0226  DESIGNATION -  WIFFP
 AP0226  PID         -  AP0226
 AP0226  STATE/COUNTY-  TX/MAVERICK
 AP0226  USGS QUAD   -  QUEMADO EAST (1978)
 AP0226
 AP0226                         *CURRENT SURVEY CONTROL
 AP0226  ___________________________________________________________________
 AP0226* NAD 83(1993)-  28 56 49.10274(N)    100 34 01.92822(W)     ADJUSTED  
 AP0226* NAVD 88     -       279.3    (meters)     916.     (feet)  VERTCON   
 AP0226  ___________________________________________________________________
 AP0226  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AP0226  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AP0226
 AP0226  HORZ ORDER  -  FIRST
 AP0226
 AP0226.The horizontal coordinates were established by classical geodetic methods
 AP0226.and adjusted by the National Geodetic Survey in February 1996..
 AP0226
 AP0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0226
 AP0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0226
 AP0226.The geoid height was determined by GEOID03.
 AP0226
 AP0226;                    North         East     Units Scale Factor Converg.
 AP0226;SPC TXSC     - 4,124,445.231   447,237.636   MT  0.99988601   -0 46 04.1
 AP0226;SPC TXSC     -13,531,617.40  1,467,312.14   sFT  0.99988601   -0 46 04.1
 AP0226;UTM  14      - 3,203,121.863   347,266.565   MT  0.99988787   -0 45 31.2
 AP0226
 AP0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0226!SPC TXSC     -   0.99995969  x   0.99988601  =   0.99984571
 AP0226!UTM  14      -   0.99995969  x   0.99988787  =   0.99984757
 AP0226
 AP0226:                Primary Azimuth Mark                     Grid Az
 AP0226:SPC TXSC     -  WINDMILL NEAR STATION LAKE               035 03 11.5
 AP0226:UTM  14      -  WINDMILL NEAR STATION LAKE               035 02 38.6
 AP0226
 AP0226|---------------------------------------------------------------------|
 AP0226| PID    Reference Object                     Distance      Geod. Az  |
 AP0226|                                                           dddmmss.s |
 AP0226| AP0227 WINDMILL NEAR STATION LAKE          APPROX. 6.9 KM 0341707.4 |
 AP0226| AZ0635 WINDMILL NEAR STA WHITE             APPROX. 7.9 KM 0375527.5 |
 AP0226| CV5817 WIFFP RM                             16.280 METERS 09738     |
 AP0226|---------------------------------------------------------------------|
 AP0226
 AP0226                          SUPERSEDED SURVEY CONTROL
 AP0226
 AP0226  NAD 83(1986)-  28 56 49.09719(N)    100 34 01.90648(W) AD(       ) 1
 AP0226  NAD 27      -  28 56 48.21300(N)    100 34 00.61800(W) AD(       ) 1
 AP0226  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 AP0226
 AP0226.Superseded values are not recommended for survey control.
 AP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0226.See file dsdata.txt to determine how the superseded data were derived.
 AP0226
 AP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT4726703122(NAD 83)
 AP0226_MARKER: DS = TRIANGULATION STATION DISK
 AP0226_SETTING: 0 = UNSPECIFIED SETTING
 AP0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AP0226+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 AP0226
 AP0226  HISTORY     - Date     Condition        Report By
 AP0226  HISTORY     - 1918     MONUMENTED       CGS
 AP0226  HISTORY     - 1937     GOOD             TXHD
 AP0226  HISTORY     - 1964     GOOD             CGS
 AP0226  HISTORY     - 1974     GOOD             USGS
 AP0226  HISTORY     - 20030815 GOOD             DGC
 AP0226
 AP0226                          STATION DESCRIPTION
 AP0226
 AP0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0226'STATION IS ABOUT 18 MILES N BY W FROM EAGLE PASS, 3 MILES NE
 AP0226'OF THE LEHMAN RANCH, AND 1-1/2 MILES S OF THE WIPFF RANCH,
 AP0226'ON A PROMINENT ROCKY KNOB, 300 METERS (984 FEET) W OF THE
 AP0226'ROAD LEADING FROM THE WIFFP RANCH TO THE EAGLE PASS-LEHMAN
 AP0226'RANCH ROAD.
 AP0226'
 AP0226'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0226'CONCRETE.
 AP0226'
 AP0226'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE NOTE.
 AP0226'
 AP0226'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AP0226'10.280 METERS (33.73 FEET) FROM THE STATION S 82 DEG 22 MIN E.
 AP0226'
 AP0226'BEARING FROM STATION TO WOOD TANK AT WIPFF RANCH IS N 06 DEG 20 MIN W.
 AP0226
 AP0226                          STATION RECOVERY (1937)
 AP0226
 AP0226'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AP0226'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 AP0226'IN GOOD CONDITION, BUT THE STATION CAN NO LONGER BE REACHED
 AP0226'BY THE OLD DESCRIPTION.
 AP0226'
 AP0226'THE STATION WAS REACHED FROM THE INTERSECTION OF MAIN AND
 AP0226'CEYLON STREETS IN EAGLE PASS, BY GOING N ON STATE HIGHWAY
 AP0226'85 (EAGLE PASS-DEL RIO HIGHWAY).  AT 10.0 MILES, STATE HIGHWAY
 AP0226'131 ON THE RIGHT.  AT 19.95 MILES, THE SCHOOL BUILDING IN
 AP0226'QUEMADO TO THE LEFT.  AT 20.28 MILES, LEAVE STATE HIGHWAY
 AP0226'85 AND TURN RIGHT ON DIRT ROAD, FOLLOWING THIS ROAD IN AN
 AP0226'EASTERLY DIRECTION.  AT 22.07 MILES, CROSS LATERAL CANAL AND
 AP0226'TURN TO THE LEFT.  AT 22.15 MILES, CROSS MAIN CANAL.  AT
 AP0226'22.30 MILES, TURN TO THE RIGHT THROUGH GATE ONTO WIPFF RANCH
 AP0226'ROAD.  AT 23.40 MILES, GO THROUGH GATE AND AT 24.30 MILES,
 AP0226'TURN BACK SHARPLY TO THE RIGHT JUST BEFORE REACHING GATE TO
 AP0226'WIPFF RANCH HEADQUARTERS AND FOLLOW RANCH ROAD IN A
 AP0226'SOUTHWESTERLY DIRECTION TO 25.90 MILES, FROM WHICH POINT THE
 AP0226'STATION IS S 30 DEG W, 1,500 FEET, ON TOP OF A PROMINENT
 AP0226'HILL.
 AP0226
 AP0226                          STATION RECOVERY (1964)
 AP0226
 AP0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRH)
 AP0226'STATION WAS RECOVERED IN EXCELLENT CONDITION.  IT IS 0.1 FT
 AP0226'BELOW SURFACE.  REFERENCE MARK WAS NOT RECOVERED.
 AP0226'
 AP0226'TO REACH--FROM MAIN AND CEYLON STS. IN CITY OF EAGLE PASS,
 AP0226'PROCEED NORTHERLY ALONG U.S. 277 (EAGLE PASS - DEL RIO) FOR
 AP0226'17.9 MILES, RANCH RD. 1908 ON RIGHT.  TURN RIGHT FOLLOWING
 AP0226'RR 1908 NORTHERLY FOR 2.9 MILES CROSS IRRIGATION CANAL.
 AP0226'CONTINUING WITH 1908 FOR .1 MILE, WIPFF RANCH LOCKED GATE ON
 AP0226'RIGHT.  TURN RIGHT PASSING THRU GATE AND GENERALLY NORTHEASTERLY
 AP0226'FOR 2 MILES, COME TO MAIN RANCH HOUSE GATE AND FENCE.  TURN
 AP0226'HARD RIGHT (WITHOUT GOING THRU GATE) FOLLOWING RANCH ROAD
 AP0226'SOUTHERLY FOR 1.7 MILES TO HIGH GROUND ALONG RANCH FENCE.
 AP0226'TURN RIGHT (WEST) FOR .2 MILE TO VICINITY OF STATION ON
 AP0226'HIGHEST GROUND OF POINT.
 AP0226
 AP0226                          STATION RECOVERY (1974)
 AP0226
 AP0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RJP)
 AP0226'STAMPING ON THE TABLET WAS WIPFF 1918.  THIS SPELLING AGREES
 AP0226'WITH THE CORPS OF ENGINEERS 1--62500 MAP AND ALSO WITH THE
 AP0226'PRESENT OWNERS NAME.
 AP0226
 AP0226                          STATION RECOVERY (2003)
 AP0226
 AP0226'RECOVERY NOTE BY DAWSON GEOPHYSICAL 2003 (JMS)
 AP0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0765 ***********************************************************************
 CC0765  DESIGNATION -  WILBANK
 CC0765  PID         -  CC0765
 CC0765  STATE/COUNTY-  TX/PECOS
 CC0765  USGS QUAD   -  DIAMOND Y SPRING (1974)
 CC0765
 CC0765                         *CURRENT SURVEY CONTROL
 CC0765  ___________________________________________________________________
 CC0765* NAD 83(1993)-  31 03 07.88576(N)    102 56 07.32629(W)     ADJUSTED  
 CC0765* NAVD 88     -       852.4    (meters)    2797.     (feet)  VERTCON   
 CC0765  ___________________________________________________________________
 CC0765  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CC0765  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CC0765
 CC0765  HORZ ORDER  -  FIRST
 CC0765
 CC0765.The horizontal coordinates were established by classical geodetic methods
 CC0765.and adjusted by the National Geodetic Survey in February 1996..
 CC0765
 CC0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0765
 CC0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0765
 CC0765.The geoid height was determined by GEOID03.
 CC0765
 CC0765;                    North         East     Units Scale Factor Converg.
 CC0765;SPC TX C     - 3,156,496.594   451,681.924   MT  0.99988213   -1 20 24.7
 CC0765;SPC TX C     -10,355,939.24  1,481,893.11   sFT  0.99988213   -1 20 24.7
 CC0765;UTM  13      - 3,437,217.459   697,014.915   MT  1.00007880   +1 03 55.1
 CC0765
 CC0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0765!SPC TX C     -   0.99986985  x   0.99988213  =   0.99975200
 CC0765!UTM  13      -   0.99986985  x   1.00007880  =   0.99994864
 CC0765
 CC0765|---------------------------------------------------------------------|
 CC0765| PID    Reference Object                     Distance      Geod. Az  |
 CC0765|                                                           dddmmss.s |
 CC0765| CH9915 WILBANK RM 1                         29.095 METERS 02520     |
 CC0765| CH9914 WILBANK AZ MK                                      0885621.5 |
 CC0765| CH9916 WILBANK RM 2                         34.692 METERS 31919     |
 CC0765|---------------------------------------------------------------------|
 CC0765
 CC0765                          SUPERSEDED SURVEY CONTROL
 CC0765
 CC0765  NAD 83(1986)-  31 03 07.88878(N)    102 56 07.31964(W) AD(       ) 1
 CC0765  NAD 27      -  31 03 07.34867(N)    102 56 05.75084(W) AD(       ) 1
 CC0765  NGVD 29 (07/19/86)  852.1    (m)         2796.     (f) VERT ANG       
 CC0765
 CC0765.Superseded values are not recommended for survey control.
 CC0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0765.See file dsdata.txt to determine how the superseded data were derived.
 CC0765
 CC0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ9701537217(NAD 83)
 CC0765_MARKER: DS = TRIANGULATION STATION DISK
 CC0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CC0765
 CC0765  HISTORY     - Date     Condition        Report By
 CC0765  HISTORY     - 1968     MONUMENTED       CGS
 CC0765  HISTORY     - 1981     GOOD             NGS
 CC0765
 CC0765                          STATION DESCRIPTION
 CC0765
 CC0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0765'THE STATION IS LOCATED ABOUT 19 MILES SOUTHWEST OF IMPERIAL,
 CC0765'11 MILES NORTH OF FT STOCKTON, 2 MILES WEST OF STATE HIGHWAY 18
 CC0765'AND ON PROPERTY OWNED BY MR HENRY WILBANK.
 CC0765'
 CC0765'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67,
 CC0765'285, 290 AND STATE HIGHWAY 18 IN FT STOCKTON GO NORTH ON STATE
 CC0765'HIGHWAY 18 FOR 11.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 CC0765'CROSSING CATTLE GUARD AND GO WEST ON THE GRADED ROAD FOR 1.5
 CC0765'MILES TO A SIDE ROAD RIGHT.  CONTINUE AHEAD WEST ON THE GRADED
 CC0765'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CC0765'AHEAD WEST ON THE GRADED ROAD FOR 0.4 MILE TO A CATTLE
 CC0765'GUARD.  CROSS CATTLE GUARD AND CONTINUE WEST ON THE MAIN ROAD
 CC0765'FOR 0.55 MILE TO THE STATION ON THE LEFT.
 CC0765'
 CC0765'THE STATION MARK IS A STANDARD DISK STAMPED WILBANK 1968, SET
 CC0765'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 CC0765'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET
 CC0765'SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED, 87 FEET
 CC0765'SOUTH OF A FENCE AND 49 FEET SOUTH OF THE CENTER OF THE GRADED
 CC0765'ROAD.
 CC0765'
 CC0765'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WILBANK NO 1 1968,
 CC0765'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 CC0765'DIAMETER AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT
 CC0765'IS 38 FEET NORTH OF THE CENTER OF THE ROAD, 1.5 FEET SOUTH OF
 CC0765'A METAL WITNESS POST WITH SIGN ATTACHED AND 1.5 FEET SOUTH OF
 CC0765'A FENCE.
 CC0765'
 CC0765'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WILBANK NO 2 1968,
 CC0765'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 CC0765'IN DIAMETER AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT
 CC0765'IS 114 FEET WEST OF THE METAL WITNESS POST WITH SIGN ATTACHED,
 CC0765'39 FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH OF
 CC0765'THE FENCE.
 CC0765'
 CC0765'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WILBANK 1968, SET
 CC0765'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 CC0765'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CC0765'38 FEET SOUTH OF THE CENTER OF THE GRADED ROAD, 2 FEET NORTH OF
 CC0765'A FENCE AND 2 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN
 CC0765'ATTACHED.
 CC0765
 CC0765                          STATION RECOVERY (1981)
 CC0765
 CC0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CC0765'REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 CC0765'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1843 ***********************************************************************
 AY1843  DESIGNATION -  WILBEX
 AY1843  PID         -  AY1843
 AY1843  STATE/COUNTY-  TX/WILSON
 AY1843  USGS QUAD   -  ELMENDORF (1992)
 AY1843
 AY1843                         *CURRENT SURVEY CONTROL
 AY1843  ___________________________________________________________________
 AY1843* NAD 83(1993)-  29 15 04.40990(N)    098 16 30.35004(W)     ADJUSTED  
 AY1843* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 AY1843  ___________________________________________________________________
 AY1843  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AY1843  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AY1843
 AY1843  HORZ ORDER  -  SECOND
 AY1843
 AY1843.The horizontal coordinates were established by classical geodetic methods
 AY1843.and adjusted by the National Geodetic Survey in February 1996..
 AY1843
 AY1843.The orthometric height was scaled from a topographic map.
 AY1843
 AY1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1843
 AY1843.The geoid height was determined by GEOID03.
 AY1843
 AY1843;                    North         East     Units Scale Factor Converg.
 AY1843;SPC TXSC     - 4,157,358.225   670,452.250   MT  0.99986430   +0 21 18.5
 AY1843;SPC TXSC     -13,639,599.44  2,199,642.09   sFT  0.99986430   +0 21 18.5
 AY1843;UTM  14      - 3,236,037.442   570,435.067   MT  0.99966122   +0 21 15.2
 AY1843
 AY1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1843!SPC TXSC     -   0.99998078  x   0.99986430  =   0.99984508
 AY1843!UTM  14      -   0.99998078  x   0.99966122  =   0.99964200
 AY1843
 AY1843:                Primary Azimuth Mark                     Grid Az
 AY1843:SPC TXSC     -  WILBEX AZ MK                             310 09 43.5
 AY1843:UTM  14      -  WILBEX AZ MK                             310 09 46.8
 AY1843
 AY1843|---------------------------------------------------------------------|
 AY1843| PID    Reference Object                     Distance      Geod. Az  |
 AY1843|                                                           dddmmss.s |
 AY1843| CV5818 WILBEX AZ MK                                       3103102.0 |
 AY1843|---------------------------------------------------------------------|
 AY1843
 AY1843                          SUPERSEDED SURVEY CONTROL
 AY1843
 AY1843  NAD 83(1986)-  29 15 04.41470(N)    098 16 30.33180(W) AD(       ) 2
 AY1843  NAD 27      -  29 15 03.54900(N)    098 16 29.29500(W) AD(       ) 2
 AY1843
 AY1843.Superseded values are not recommended for survey control.
 AY1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1843.See file dsdata.txt to determine how the superseded data were derived.
 AY1843
 AY1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7043536037(NAD 83)
 AY1843_MARKER: DD = SURVEY DISK
 AY1843_SETTING: 0 = UNSPECIFIED SETTING
 AY1843
 AY1843  HISTORY     - Date     Condition        Report By
 AY1843  HISTORY     - 1953     MONUMENTED       AMS
 AY1843  HISTORY     - 1956     GOOD             AMS
 AY1843
 AY1843                          STATION DESCRIPTION
 AY1843
 AY1843'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1843'SAN ANTONIO, BEXAR CO., TEXAS,-ABOUT 17.5 MILES SE OF, AND
 AY1843'ABOUT 3.5 MILES EAST OF ELMENDORF.
 AY1843'
 AY1843'TO REACH FROM THE POST OFFICE IN ELMENDORF PROCEED NW 0.05
 AY1843'MILES VIA PAVED ROAD TO INTERSECTION OF GRAVEL ROAD FROM
 AY1843'NE.  TURN RIGHT, NE AND CONTINUE FOR 0.2 MILES VIA THIS GRAVEL
 AY1843'ROAD TO A DOUBLE Y OR THREE WAY JUNCTION OF ROADS.  CONTINUE
 AY1843'NE VIA THE MAIN TRAVELED OR MIDDLE ROAD FOR 1.4 MILES AND
 AY1843'INTERSECTION WITH U.S. ROUTE 181.  TURN RIGHT, SE AND CONTINUE
 AY1843'VIA U.S. ROUTE 181 FOR 3.1 MILES AND STATION SITE.  LOCATED
 AY1843'58 FEET SW OF THE CENTERLINE OF HIGHWAY.  THE STATION IS 0.85
 AY1843'MILES SE ALONG THE HIGHWAY FROM THE WILSON-BEXAR COUNTY LINE
 AY1843'CROSSING.  A WHITE WITNESS POST WITH THE LETTER U.S. IS
 AY1843'LOCATED 3.0 FEET S-SE OF THE STATION.
 AY1843'
 AY1843'STATION IS A UNIVERSAL TYPE, U.S. ARMY, C. OF E. DISK SET
 AY1843'IN CONCRETE PROJECTING 0.3 FEET ABOVE GROUND.  IT IS
 AY1843'STAMPED--WILBEX 1953 ARMY MAP SERVICE.
 AY1843'
 AY1843'THE AZIMUTH MARK IS LOCATED 0.2 MILES NW OF THE STATION WITHIN
 AY1843'THE HIGHWAY R/W LINE, 56 FEET NORTHEAST OF THE CENTERLINE
 AY1843'OF HIGHWAY AND 3.0 FEET SE OF A GATE.  IT IS A UNIVERSAL
 AY1843'TYPE, U.S. ARMY, C. OF E. DISK SET IN CONCRETE PROJECTING
 AY1843'0.3 FEET ABOVE GROUND.  IT IS STAMPED--WILBEX AZ. MK. 1953
 AY1843'ARMY MAP SERVICE.
 AY1843
 AY1843                          STATION RECOVERY (1956)
 AY1843
 AY1843'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1843'THE MARK, A UNIVERSAL TYPE C OF E DISK SET IN THE TOP OF A
 AY1843'CONCRETE POST AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 AY1843'CONDITION AS DESCRIBED.  R.P. NO. 1 IS 123 FT. SSW OF THE S EDGE
 AY1843'OF TREE, R.P. NO. 2 IS 236 FT. NW OF THE NW EDGE OF TREE, R.P.
 AY1843'NO. 3 IS 114 FT. NE OF THE NE EDGE OF BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1362 ***********************************************************************
 GL1362  DESIGNATION -  WILCO RR SID C H KUPER CO ELEV
 GL1362  PID         -  GL1362
 GL1362  STATE/COUNTY-  TX/HARTLEY
 GL1362  USGS QUAD   -  WILCO (1965)
 GL1362
 GL1362                         *CURRENT SURVEY CONTROL
 GL1362  ___________________________________________________________________
 GL1362* NAD 83(1993)-  36 01 36.07854(N)    102 17 41.05653(W)     ADJUSTED  
 GL1362* NAVD 88     -                                                        
 GL1362  ___________________________________________________________________
 GL1362  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 GL1362  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 GL1362
 GL1362  HORZ ORDER  -  THIRD
 GL1362
 GL1362.The horizontal coordinates were established by classical geodetic methods
 GL1362.and adjusted by the National Geodetic Survey in February 1996..
 GL1362
 GL1362
 GL1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1362
 GL1362.The geoid height was determined by GEOID03.
 GL1362
 GL1362;                    North         East     Units Scale Factor Converg.
 GL1362;SPC TX N     - 1,225,127.606   128,370.769   MT  0.99996722   -0 27 38.1
 GL1362;SPC TX N     - 4,019,439.49    421,163.10   sFT  0.99996722   -0 27 38.1
 GL1362;UTM  13      - 3,990,294.803   743,764.807   MT  1.00033224   +1 35 30.9
 GL1362
 GL1362                          SUPERSEDED SURVEY CONTROL
 GL1362
 GL1362  NAD 83(1993)-  36 01 36.07815(N)    102 17 41.05726(W) AD(       ) 4
 GL1362  NAD 83(1986)-  36 01 36.08677(N)    102 17 41.04616(W) AD(       ) 4
 GL1362  NAD 27      -  36 01 35.96400(N)    102 17 39.37900(W) AD(       ) 3
 GL1362
 GL1362.Superseded values are not recommended for survey control.
 GL1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1362.See file dsdata.txt to determine how the superseded data were derived.
 GL1362
 GL1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4376590295(NAD 83)
 GL1362_MARKER: 65 = GRAIN ELEVATOR
 GL1362
 GL1362  HISTORY     - Date     Condition        Report By
 GL1362  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1362
 GL1362                          STATION DESCRIPTION
 GL1362
 GL1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1362'THE ELEVATOR IS LOCATED AT THE WILCO SIDING, OF THE ROCK ISLAND
 GL1362'RAILROAD, WHICH IS ABOUT 13 MILES AIRLINE EAST SOUTHEAST OF
 GL1362'DALHART, AND ABOUT 12 MILES AIRLINE NORTH NORTHEAST OF THE
 GL1362'VILLAGE OF HARTLEY.
 GL1362'
 GL1362'THE ELEVATOR IS A LARGE DOUBLE ELEVATOR CONSTRUCTED OF CONCRETE.
 GL1362'THE WESTERN PORTION IS 110 FEET TO THE TOP OF THE TANKS WITH
 GL1362'A 30 FOOT HEADHOUSE, AND THE EASTERLY PORTION IS 130 FEET TO
 GL1362'THE TOP OF THE TANKS WITH A 35 FOOT HEADHOUSE.  THE CNTER
 GL1362'OF THE EASTERLY, OR HIGHER, HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2371 ***********************************************************************
 AH2371  DESIGNATION -  WILCO SEC
 AH2371  PID         -  AH2371
 AH2371  STATE/COUNTY-  TX/MIDLAND
 AH2371  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 AH2371
 AH2371                         *CURRENT SURVEY CONTROL
 AH2371  ___________________________________________________________________
 AH2371* NAD 83(1993)-  31 59 50.26834(N)    102 04 43.78015(W)     ADJUSTED  
 AH2371* NAVD 88     -       928.5    (meters)    3046.     (feet)  VERTCON   
 AH2371  ___________________________________________________________________
 AH2371  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AH2371  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AH2371
 AH2371  HORZ ORDER  -  THIRD
 AH2371
 AH2371.The horizontal coordinates were established by classical geodetic methods
 AH2371.and adjusted by the National Geodetic Survey in July 1998..
 AH2371
 AH2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2371
 AH2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2371
 AH2371.The geoid height was determined by GEOID03.
 AH2371
 AH2371;                    North         East     Units Scale Factor Converg.
 AH2371;SPC TX C     - 3,259,671.499   535,059.294   MT  1.00003260   -0 53 56.5
 AH2371;SPC TX C     -10,694,438.91  1,755,440.37   sFT  1.00003260   -0 53 56.5
 AH2371;UTM  13      - 3,543,865.922   775,981.234   MT  1.00053943   +1 32 55.9
 AH2371;UTM  14      - 3,544,279.720   209,117.892   MT  1.00064363   -1 37 57.2
 AH2371
 AH2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2371!SPC TX C     -   0.99985809  x   1.00003260  =   0.99989068
 AH2371!UTM  13      -   0.99985809  x   1.00053943  =   1.00039744
 AH2371!UTM  14      -   0.99985809  x   1.00064363  =   1.00050163
 AH2371
 AH2371                          SUPERSEDED SURVEY CONTROL
 AH2371
 AH2371  NGVD 29 (07/28/98)  928.1    (m)         3045.     (f) VERT ANG       
 AH2371
 AH2371.Superseded values are not recommended for survey control.
 AH2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2371.See file dsdata.txt to determine how the superseded data were derived.
 AH2371
 AH2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR7598143866(NAD 83)
 AH2371_MARKER: DS = TRIANGULATION STATION DISK
 AH2371
 AH2371  HISTORY     - Date     Condition        Report By
 AH2371  HISTORY     - 1966     MONUMENTED       USGS
 AH2371
 AH2371                          STATION DESCRIPTION
 AH2371
 AH2371'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2371'STATION LOCATED ON TOP OF WILCO BUILDING, MIDLAND, TEXAS, STATION
 AH2371'LOCATED NEAR NE. CORNER OF BUILDING, STATION IS 2.400 FT. S. OF THE
 AH2371'INSIDE OF N. WALL, AND 3.825 FT. W. OF INSIDE OF E. WALL.  THE
 AH2371'MEASUREMENTS WERE MADE 0.5 FT. ABOVE THE ROOF FLOOR AS THE WALL SLOPES
 AH2371'WHERE IT JOINS THE ROOF.
 AH2371'STATION MARK--A SILVER DOT PAINTED ON A PIECE OF ADHESIVE TAPE WHICH
 AH2371'IS SECURED TO THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1003 ***********************************************************************
 CD1003  DESIGNATION -  WILCOX
 CD1003  PID         -  CD1003
 CD1003  STATE/COUNTY-  TX/HUDSPETH
 CD1003  USGS QUAD   -  DELL CITY (1984)
 CD1003
 CD1003                         *CURRENT SURVEY CONTROL
 CD1003  ___________________________________________________________________
 CD1003* NAD 83(1993)-  31 54 53.44637(N)    105 09 04.29005(W)     ADJUSTED  
 CD1003* NAVD 88     -      1149.     (meters)    3770.     (feet)  SCALED    
 CD1003  ___________________________________________________________________
 CD1003  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CD1003  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD1003
 CD1003  HORZ ORDER  -  FIRST
 CD1003
 CD1003.The horizontal coordinates were established by classical geodetic methods
 CD1003.and adjusted by the National Geodetic Survey in February 1996..
 CD1003
 CD1003.The orthometric height was scaled from a topographic map.
 CD1003
 CD1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1003
 CD1003.The geoid height was determined by GEOID03.
 CD1003
 CD1003;                    North         East     Units Scale Factor Converg.
 CD1003;SPC TX C     - 3,259,100.805   244,463.698   MT  1.00000862   -2 28 53.3
 CD1003;SPC TX C     -10,692,566.56    802,044.65   sFT  1.00000862   -2 28 53.3
 CD1003;SPC NM C     -   101,952.427   603,918.135   MT  1.00003314   +0 34 51.4
 CD1003;SPC NM C     -   334,488.92  1,981,354.75   sFT  1.00003314   +0 34 51.4
 CD1003;UTM  13      - 3,531,007.072   485,705.948   MT  0.99960252   -0 04 47.7
 CD1003
 CD1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1003!SPC TX C     -   0.99982310  x   1.00000862  =   0.99983172
 CD1003!SPC NM C     -   0.99982310  x   1.00003314  =   0.99985623
 CD1003!UTM  13      -   0.99982310  x   0.99960252  =   0.99942569
 CD1003
 CD1003:                Primary Azimuth Mark                     Grid Az
 CD1003:SPC TX C     -  EL PASO FORT WORTH AWY BCN 8 A           163 05 25.5
 CD1003:SPC NM C     -  EL PASO FORT WORTH AWY BCN 8 A           160 01 40.8
 CD1003:UTM  13      -  EL PASO FORT WORTH AWY BCN 8 A           160 41 19.9
 CD1003
 CD1003|---------------------------------------------------------------------|
 CD1003| PID    Reference Object                     Distance      Geod. Az  |
 CD1003|                                                           dddmmss.s |
 CD1003| CD1004 EL PASO FORT WORTH AWY BCN 8 A      APPROX.19.9 KM 1603632.2 |
 CD1003| CH9918 WILCOX RM 1                           9.546 METERS 17936     |
 CD1003| CH9917 WILCOX AZ MK                                       1972321.3 |
 CD1003| CH9919 WILCOX RM 2                          10.481 METERS 28027     |
 CD1003|---------------------------------------------------------------------|
 CD1003
 CD1003                          SUPERSEDED SURVEY CONTROL
 CD1003
 CD1003  NAD 83(1993)-  31 54 53.44669(N)    105 09 04.28974(W) AD(       ) 1
 CD1003  NAD 83(1986)-  31 54 53.44789(N)    105 09 04.28923(W) AD(       ) 1
 CD1003  NAD 27      -  31 54 53.03900(N)    105 09 02.45500(W) AD(       ) 1
 CD1003
 CD1003.Superseded values are not recommended for survey control.
 CD1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1003.See file dsdata.txt to determine how the superseded data were derived.
 CD1003
 CD1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR8570631007(NAD 83)
 CD1003_MARKER: DS = TRIANGULATION STATION DISK
 CD1003_SETTING: 66 = SET IN ROCK OUTCROP
 CD1003
 CD1003  HISTORY     - Date     Condition        Report By
 CD1003  HISTORY     - 1934     MONUMENTED       CGS
 CD1003  HISTORY     - 1943     GOOD             CGS
 CD1003
 CD1003                          STATION DESCRIPTION
 CD1003
 CD1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1003'STATION IS ABOUT 15 MILES NW OF THE ABLES POST OFFICE AND
 CD1003'ABOUT 10 MILES NNW OF THE SALT FLAT SERVICE STATION.  IT IS
 CD1003'LOCATED ON THE NE OF A GROUP OF HILLS KNOWN AS THE WILCOX OR
 CD1003'WHITE HILLS.  THERE IS A HILL ABOUT 1/4 MILE TO THE SW WHICH IS
 CD1003'ABOUT THE SAME HEIGHT.
 CD1003'
 CD1003'THE AZIMUTH MARK IS ABOUT 300 YARDS SW OF THE STATION ON THE
 CD1003'SLOPE OF THE HILL TO THE SW.  IT IS SET IN A SMALL RIM ABOUT
 CD1003'25 YARDS NE OF THE TOP OF THE HILL.
 CD1003'
 CD1003'THE STATION IS REACHED FROM THE SALT FLAT SERVICE STATION
 CD1003'BY GOING E ON U.S. HIGHWAY 62 A DISTANCE OF 0.95 MILE TO A
 CD1003'CROSSROADS.  TURN LEFT OFF THE HIGHWAY (N) AND FOLLOW THE DIRT
 CD1003'ROAD 0.15 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 CD1003'CONTINUE IN A NW DIRECTION 1.45 MILES TO POINT WHERE ROAD COMES
 CD1003'IN FROM THE SE.  CONTINUE ON THE ROAD 3.60 MILES TO TWO
 CD1003'WINDMILLS AND A STEEL WATER TANK ON THE E SIDE OF THE ROAD.
 CD1003'CONTINUE ON THE ROAD 4.25 MILES TO A FORKS.  TAKE THE RIGHT
 CD1003'FORK 0.8 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 CD1003'CONTINUE ON THE ROAD 2.1 MILES TO A WIRE GATE.  PASS THROUGH THE
 CD1003'GATE AND CONTINUE ON THE ROAD 0.5 MILE.  AT THIS POINT
 CD1003'LEAVE THE ROAD AND DRIVE E ALONG THE N SIDE OF THE HILLS
 CD1003'FOR 0.2 MILE TO THE END OF TRUCK TRAVEL AT THE BASE OF
 CD1003'THE HILL.  FROM THE END OF TRUCK TRAVEL PACK UP THE SLOPE TO
 CD1003'THE S, A DISTANCE OF ABOUT 100 YARDS TO THE STATION.  IT IS
 CD1003'ABOUT A 5-MINUTE PACK.
 CD1003'
 CD1003'A 4-FOOT STAND WAS ERECTED.
 CD1003
 CD1003                          STATION RECOVERY (1943)
 CD1003
 CD1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD1003'ALL MARKS FOUND IN GOOD CONDITION.
 CD1003'
 CD1003'THE STATION IS LOCATED ABOUT 10 MILES NNE OF SALT FLAT SERVICE
 CD1003'STATION, ON THE NE ONE OF A GROUP OF HILLS, KNOWN AS THE
 CD1003'WILCOX OR WHITE HILLS.
 CD1003'
 CD1003'TO REACH FROM SALT FLAT SERVICE STATION, WHICH IS ON U.S.
 CD1003'HIGHWAY 62 ABOUT 83 MILES SW OF CARLSBAD, NEW MEXICO AND
 CD1003'ABOUT 83 MILES E OF EL PASO, TEXAS, GO E ON HIGHWAY 62 FOR
 CD1003'1.1 MILES TO ROAD LEFT, JUST AFTER CROSSING CATTLE GUARD.  TURN
 CD1003'LEFT ON DIRT ROAD, THROUGH WIRE GATE, FOR 5.2 MILES.  PASS TO
 CD1003'THE LEFT OF WINDMILL AND WATER TANKS AND CONTINUE 5.0 MILES
 CD1003'TO FORKS.  TAKE RIGHT FORK 0.8 MILE TO WIRE GATE.  PASS
 CD1003'THROUGH GATE AND CONTINUE 2.2 MILES TO ANOTHER GATE.  PASS
 CD1003'THROUGH GATE AND CONTINUE 0.4 MILE TO A POINT JUST W OF A
 CD1003'GROUP OF ISOLATED HILLS.  FROM THIS POINT THE STATION IS ABOUT
 CD1003'0.3 MILE ACROSS COUNTRY ON THE HIGHEST POINT OF THE HILL,
 CD1003'THE FARTHEST TO THE NE.
 CD1003'
 CD1003'THE STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 CD1003'IN OUTCROPPING BEDROCK.  IT IS STAMPED WILCOX 1934.
 CD1003'
 CD1003'REFERENCE MARK 1 IS A BRONZE REFERENCE MARK DISK SET IN A
 CD1003'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED WILCOX NO 1
 CD1003'1934.
 CD1003'
 CD1003'REFERENCE MARK 2 IS A BRONZE REFERENCE-MARK DISK SET IN A
 CD1003'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH GROUND AND ABOUT
 CD1003'6 INCHES LOWER THAN STATION.  IT IS STAMPED WILCOX NO 2
 CD1003'1934.
 CD1003'
 CD1003'THE AZIMUTH MARK IS ON THE SLOPE OF A HILL ABOUT 0.2 MILE
 CD1003'SSW OF THE STATION.  IT IS A BRONZE REFERENCE DISK SET IN A
 CD1003'DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 25 YARDS NE OF THE
 CD1003'TOP OF HILL.  STAMPED WILCOX AZIMUTH 1934.
 CD1003'
 CD1003'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8403 ***********************************************************************
 AH8403  DESIGNATION -  WILCUT
 AH8403  PID         -  AH8403
 AH8403  STATE/COUNTY-  TX/NUECES
 AH8403  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH8403
 AH8403                         *CURRENT SURVEY CONTROL
 AH8403  ___________________________________________________________________
 AH8403* NAD 83(1993)-  27 44 18.94028(N)    097 08 19.97583(W)     ADJUSTED  
 AH8403* NAVD 88     -         5.2    (meters)      17.     (feet)  VERT ANG  
 AH8403  ___________________________________________________________________
 AH8403  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AH8403  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH8403
 AH8403  HORZ ORDER  -  THIRD
 AH8403
 AH8403.The horizontal coordinates were established by classical geodetic methods
 AH8403.and adjusted by the National Geodetic Survey in August 1998..
 AH8403
 AH8403.The orthometric height was determined by vertical angle observations.
 AH8403
 AH8403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8403
 AH8403.The geoid height was determined by GEOID03.
 AH8403
 AH8403;                    North         East     Units Scale Factor Converg.
 AH8403;SPC TX S     - 5,230,282.442   434,198.144   MT  0.99997739   +0 37 04.6
 AH8403;SPC TX S     -17,159,684.98  1,424,531.74   sFT  0.99997739   +0 37 04.6
 AH8403;UTM  14      - 3,069,632.756   683,447.899   MT  1.00001540   +0 51 59.3
 AH8403
 AH8403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8403!SPC TX S     -   1.00000329  x   0.99997739  =   0.99998068
 AH8403!UTM  14      -   1.00000329  x   1.00001540  =   1.00001869
 AH8403
 AH8403                          SUPERSEDED SURVEY CONTROL
 AH8403
 AH8403.No superseded survey control is available for this station.
 AH8403
 AH8403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8344869633(NAD 83)
 AH8403_MARKER: DD = SURVEY DISK
 AH8403_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8403_STAMPING: WILCUT 1989
 AH8403_MARK LOGO: NOS   
 AH8403_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8403+STABILITY: SURFACE MOTION
 AH8403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8403+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8403
 AH8403  HISTORY     - Date     Condition        Report By
 AH8403  HISTORY     - 1989     MONUMENTED       NOS
 AH8403
 AH8403                          STATION DESCRIPTION
 AH8403
 AH8403'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8403'THE STATION IS LOCATED NEAR THE EAST END OF WILSONS CUT ON MUSTANG
 AH8403'ISLAND. THE STATION CAN BE REACHED EITHER BY BOAT OR TRUCK.   TO REACH
 AH8403'BY BOAT GO TO THE EAST END OF WILSONS CUT.  STATION IS ON THE MOST
 AH8403'EASTERLY SPOIL MOUND ALONG THE NORTH BANK.  TO REACH BY TRUCK GO TO A
 AH8403'POINT ON PARK HIGHWAY 53 OPPOSITE WILSONS CUT.  DRIVE ACROSS PASTURE
 AH8403'TO THE NORTH BANK AND THE MOST EASTERLY SPOIL MOUND AND THE STATION ON
 AH8403'TOP OF THE MOUND.  IT IS 0.4 MILE FROM HIGHWAY 53 TO THE STATION. THE
 AH8403'STATION IS A ALUMINUM DISK STAMPED---WILCUT 1989---, ATTACHED TO THE
 AH8403'TOP OF A 42 INCH ALUMINUM ROD WHICH IN TURN IS SURROUNDED BY A MASS OF
 AH8403'CONCRETE.  IT IS LOCATED 35 METERS SOUTH FROM THE CENTERLINE OF THE
 AH8403'TRACK ROAD, AND 15 METERS NNE FROM THE NORTH BANK OF WILSONS CUT.
 AH8403'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1017 ***********************************************************************
 CU1017  DESIGNATION -  WILD
 CU1017  PID         -  CU1017
 CU1017  STATE/COUNTY-  TX/SCURRY
 CU1017  USGS QUAD   -  CHINA GROVE (1979)
 CU1017
 CU1017                         *CURRENT SURVEY CONTROL
 CU1017  ___________________________________________________________________
 CU1017* NAD 83(1993)-  32 34 46.60244(N)    100 46 24.24859(W)     ADJUSTED  
 CU1017* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 CU1017  ___________________________________________________________________
 CU1017  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CU1017  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CU1017
 CU1017  HORZ ORDER  -  SECOND
 CU1017
 CU1017.The horizontal coordinates were established by classical geodetic methods
 CU1017.and adjusted by the National Geodetic Survey in February 1996..
 CU1017
 CU1017.The orthometric height was scaled from a topographic map.
 CU1017
 CU1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1017
 CU1017.The geoid height was determined by GEOID03.
 CU1017
 CU1017;                    North         East     Units Scale Factor Converg.
 CU1017;SPC TXNC     - 2,103,546.246   386,578.087   MT  0.99990633   -1 14 23.6
 CU1017;SPC TXNC     - 6,901,384.64  1,268,298.27   sFT  0.99990633   -1 14 23.6
 CU1017;UTM  14      - 3,606,071.635   333,543.724   MT  0.99994167   -0 57 18.5
 CU1017
 CU1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1017!SPC TXNC     -   0.99988692  x   0.99990633  =   0.99979326
 CU1017!UTM  14      -   0.99988692  x   0.99994167  =   0.99982859
 CU1017
 CU1017:                Primary Azimuth Mark                     Grid Az
 CU1017:SPC TXNC     -  HERMLEIGH MUN TANK                       010 37 05.9
 CU1017:UTM  14      -  HERMLEIGH MUN TANK                       010 20 00.8
 CU1017
 CU1017|---------------------------------------------------------------------|
 CU1017| PID    Reference Object                     Distance      Geod. Az  |
 CU1017|                                                           dddmmss.s |
 CU1017| CU1013 HERMLEIGH MUN TANK                  APPROX. 6.3 KM 0092242.3 |
 CU1017| CU1011 HERMLEIGH ATT MICROWAVE             APPROX. 5.4 KM 0115803.7 |
 CU1017| CX8996 WILD RM 1                             6.485 METERS 06750     |
 CU1017| CX8995 WILD AZ MK                                         0783354.2 |
 CU1017| CU0977 WASTELLA MAGNOLIA PIPELINE TWR      APPROX.11.0 KM 1573656.5 |
 CU1017| CX8997 WILD RM 2                             6.918 METERS 26557     |
 CU1017|---------------------------------------------------------------------|
 CU1017
 CU1017                          SUPERSEDED SURVEY CONTROL
 CU1017
 CU1017  NAD 83(1986)-  32 34 46.60737(N)    100 46 24.23936(W) AD(       ) 2
 CU1017  NAD 27      -  32 34 46.19904(N)    100 46 22.83022(W) AD(       ) 2
 CU1017
 CU1017.Superseded values are not recommended for survey control.
 CU1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1017.See file dsdata.txt to determine how the superseded data were derived.
 CU1017
 CU1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3354406072(NAD 83)
 CU1017_MARKER: DS = TRIANGULATION STATION DISK
 CU1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1017_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1017
 CU1017  HISTORY     - Date     Condition        Report By
 CU1017  HISTORY     - 1968     MONUMENTED       CGS
 CU1017
 CU1017                          STATION DESCRIPTION
 CU1017
 CU1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1017'DUE TO POLE IN LINE, NO MEASUREMENT BETWEEN REFERENCE
 CU1017'MARKS WAS MADE.
 CU1017'
 CU1017'STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF ROSCOE,
 CU1017'ABOUT 12 MILES SOUTHEAST OF SNYDER AND ABOUT 4 MILES SOUTH OF
 CU1017'HERMLIEGH ON THE NORTH RIGHT-OF-WAY OF FARM ROAD 1606.
 CU1017'
 CU1017'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND FARM ROAD 644, GO
 CU1017'SOUTH ON FARM ROAD 644 FOR 2.5 MILES TO JUNCTION WITH FARM
 CU1017'ROAD 1606, TURN RIGHT AND GO WEST FOR 1.1 MILES TO THE OSHT
 CU1017'HERMLIEGH LODGE NO. 256 AND AZIMUTH MARK ON LEFT, CONTINUE
 CU1017'WEST FOR 0.6 MILE TO STATION ON RIGHT.
 CU1017'
 CU1017'STATION MARK, A STANDARD DISK STAMPED WILD 1968, IS SET IN THE TOP
 CU1017'OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS 74 FEET
 CU1017'NORTH OF FENCE CORNER POST WITH WARNING SIGN, 37 FEET NORTH OF
 CU1017'THE CENTER LINE OF FARM ROAD 1606 AND 3.5 FEET SOUTH OF POWER LINE
 CU1017'POLE NUMBER 5-11-16.
 CU1017'
 CU1017'REFERENCE MARK 1, A STANDARD DISK STAMPED WILD NO 1 1968,
 CU1017'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE
 CU1017'MARK IS 39 FEET NORTH OF CENTER OF ROAD AND 21 FEET EAST OF POWER
 CU1017'LINE POLE.
 CU1017'
 CU1017'REFERENCE MARK 2, A STANDARD DISK STAMPED WILD NO 2 1968,
 CU1017'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE
 CU1017'MARK IS 40 FEET NORTH OF CENTER OF ROAD AND 22.5 FEET WEST OF
 CU1017'POWER LINE POLE.
 CU1017'
 CU1017'AZIMUTH MARK, A STANDARD DISK STAMPED WILD 1968, IS SET IN A
 CU1017'DRILL HOLE IN TOP OF THE SOUTHWEST OF A CONCRETE INCINERATOR WALL
 CU1017'WHICH PROJECTS 4 FEET.  THE MARK IS 114 FEET WEST OF LODGE
 CU1017'BUILDING, 74 FEET SOUTH OF CENTER LINE OF FARM ROAD 1606 AND 3.5
 CU1017'FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1626 ***********************************************************************
 AE1626  DESIGNATION -  WILDCAT
 AE1626  PID         -  AE1626
 AE1626  STATE/COUNTY-  TX/STARR
 AE1626  USGS QUAD   -  BORREGOS RANCH (1993)
 AE1626
 AE1626                         *CURRENT SURVEY CONTROL
 AE1626  ___________________________________________________________________
 AE1626* NAD 83(1993)-  26 46 45.58267(N)    098 42 16.12841(W)     ADJUSTED  
 AE1626* NAVD 88     -       168.3    (meters)     552.     (feet)  VERTCON   
 AE1626  ___________________________________________________________________
 AE1626  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AE1626  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AE1626
 AE1626  HORZ ORDER  -  FIRST
 AE1626
 AE1626.The horizontal coordinates were established by classical geodetic methods
 AE1626.and adjusted by the National Geodetic Survey in February 1996..
 AE1626
 AE1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1626
 AE1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1626
 AE1626.The geoid height was determined by GEOID03.
 AE1626
 AE1626;                    North         East     Units Scale Factor Converg.
 AE1626;SPC TX S     - 5,123,290.106   279,666.880   MT  0.99990224   -0 05 34.2
 AE1626;SPC TX S     -16,808,660.96    917,540.42   sFT  0.99990224   -0 05 34.2
 AE1626;UTM  14      - 2,962,028.363   529,377.153   MT  0.99961065   +0 07 59.3
 AE1626
 AE1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1626!SPC TX S     -   0.99997739  x   0.99990224  =   0.99987963
 AE1626!UTM  14      -   0.99997739  x   0.99961065  =   0.99958805
 AE1626
 AE1626|---------------------------------------------------------------------|
 AE1626| PID    Reference Object                     Distance      Geod. Az  |
 AE1626|                                                           dddmmss.s |
 AE1626| CV3576 WILDCAT RM 1                         16.956 METERS 03626     |
 AE1626| AE1625 MCALLEN USI AND NS MAST             APPROX. 7.8 KM 0924616.6 |
 AE1626| CV3578 WILDCAT RM 3                                       1810437.5 |
 AE1626| CV3577 WILDCAT RM 2                         18.138 METERS 27610     |
 AE1626|---------------------------------------------------------------------|
 AE1626
 AE1626                          SUPERSEDED SURVEY CONTROL
 AE1626
 AE1626  NAD 83(1986)-  26 46 45.58778(N)    098 42 16.09587(W) AD(       ) 1
 AE1626  NAD 27      -  26 46 44.39269(N)    098 42 15.01305(W) AD(       ) 1
 AE1626  NGVD 29 (07/19/86)  168.3    (m)          552.     (f) VERT ANG       
 AE1626
 AE1626.Superseded values are not recommended for survey control.
 AE1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1626.See file dsdata.txt to determine how the superseded data were derived.
 AE1626
 AE1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ2937762028(NAD 83)
 AE1626_MARKER: DS = TRIANGULATION STATION DISK
 AE1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1626
 AE1626  HISTORY     - Date     Condition        Report By
 AE1626  HISTORY     - 1974     MONUMENTED       NGS
 AE1626
 AE1626                          STATION DESCRIPTION
 AE1626
 AE1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1626'THE STATION IS ABOUT 7 MILES SOUTH AND 10 MILES EAST OF THE
 AE1626'COMMUNITY OF LA GLORIA, 5 MILES NORTH AND 13 MILES EAST OF GUERRA,
 AE1626'1/4 MILE SOUTH OF THE COUNTY LINE AND ON PROPERTY OWNED BY ROBERT
 AE1626'EAST, TELEPHONE NUMBER 527-3777, HEBBRONVILLE.
 AE1626'
 AE1626'TO REACH THE STATION FROM THE COMMUNITY OF GUERRA, GO SOUTH ON FARM
 AE1626'ROAD 649 FOR 3.9 MILES TO A SIDE ROAD LEFT AND A LOCKED GATE.  TURN
 AE1626'LEFT AND GO EASTERLY ON A CALICHE PAVED RANCH ROAD FOR 2.7 MILE TO
 AE1626'A GATE AND A TRACK ROAD LEFT.  PASS THROUGH THE GATE AND ON THE
 AE1626'MAIN RANCH ROAD FOR 1.6 MILE TO A BUMP GATE.  BUMP THROUGH THE GATE
 AE1626'AND CONTINUE ON THE MAIN RANCH ROAD FOR 1.4 MILE TO A FORK.  BEAR
 AE1626'LEFT AND GO EASTERLY ON A TRACK ROAD FOR 1.35 MILE TO A FORK
 AE1626'LEADING TO AN OLD HOUSE, BEAR LEFT AND GO 0.15 MILE TO A FENCE
 AE1626'CORNER, CONTINUE EASTERLY ON A RANCH ROAD FOR 2.1 MILE, ALONG A
 AE1626'FENCE, TO A GATE.  PASS THROUGH THE GATE AND GO EASTERLY ON THE
 AE1626'RANCH ROAD FOR 1.6 MILE TO A GATE AND A WINDMILL ON THE RIGHT.
 AE1626'CONTINUE EASTERLY ON THE RANCH ROAD FOR 0.75 MILE TO A GATE, CONTINUE
 AE1626'EASTERLY ON THE RANCH ROAD FOR 0.45 MILE TO A DIM FORK, LEADING TO A
 AE1626'SMALL HOUSE, BEAR LEFT FOR 50 FEET TO A SIDE ROAD LEFT.  TURN LEFT
 AE1626'AND GO NORTHEASTERLY ON A TRACK ROAD FOR 0.2 MILE TO A GATE.  PASS
 AE1626'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD FOR 0.3 MILE TO A
 AE1626'SIDE ROAD LEFT AND AND DIMM TRACK ROAD AHEAD.  TURN LEFT ON A
 AE1626'TRACK ROAD AND GO NORTHERLY FOR 0.05 MILE TO THE REFERENCE MARK 3 ON
 AE1626'THE LEFT, CONTINUE NORTH ON THE TRACK ROAD FOR 0.35 MILE TO A
 AE1626'CLEARING AND THE STATION.
 AE1626'
 AE1626'STATION MARK IS A STANDARD DISK, STAMPED WILDCAT 1974, SET IN THE
 AE1626'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 AE1626'INCHES ABOVE THE GROUND.  IT IS 5.3 FEET SOUTH OF A METAL WITNESS
 AE1626'POST AND 129.0 FEET NORTH OF A WELL CASING.
 AE1626'
 AE1626'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILDCAT NO 1 1974, SET
 AE1626'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AE1626'11 INCHES ABOVE THE GROUND.  IT IS 50.3 FEET NORTHEAST OF THE
 AE1626'WITNESS POST AND 175.0 FEET NORTH-NORTHEAST OF THE WELL CASING.
 AE1626'
 AE1626'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WILDCAT NO 2 1974, SET
 AE1626'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AE1626'11 INCHES ABOVE THE GROUND.  IT IS 59.5 FEET WEST OF THE WITNESS
 AE1626'POST AND 150.5 FEET NORTHWEST OF THE WELL CASING.
 AE1626'
 AE1626'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED WILDCAT NO 3 1974, SET
 AE1626'IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS 8 INCHES
 AE1626'ABOVE THE GROUND.  IT IS 1.8 FEET EAST OF A METAL WITNESS POST AND
 AE1626'17.5 FEET WEST OF THE CENTER OF A TRACK ROAD.
 AE1626'
 AE1626'NEAREST TOWN--GUERRA.
 AE1626'
 AE1626'HEIGHT OF LIGHT ABOVE STATION MARK 25.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1160 ***********************************************************************
 CA1160  DESIGNATION -  WILDCAT
 CA1160  PID         -  CA1160
 CA1160  STATE/COUNTY-  TX/COLEMAN
 CA1160  USGS QUAD   -  VALERA (1967)
 CA1160
 CA1160                         *CURRENT SURVEY CONTROL
 CA1160  ___________________________________________________________________
 CA1160* NAD 83(1993)-  31 45 16.07046(N)    099 30 47.98292(W)     ADJUSTED  
 CA1160* NAVD 88     -       570.6    (meters)    1872.     (feet)  VERTCON   
 CA1160  ___________________________________________________________________
 CA1160  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CA1160  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CA1160
 CA1160  HORZ ORDER  -  SECOND
 CA1160
 CA1160.The horizontal coordinates were established by classical geodetic methods
 CA1160.and adjusted by the National Geodetic Survey in February 1996..
 CA1160
 CA1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1160
 CA1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1160
 CA1160.The geoid height was determined by GEOID03.
 CA1160
 CA1160;                    North         East     Units Scale Factor Converg.
 CA1160;SPC TX C     - 3,231,737.370   777,687.406   MT  0.99996792   +0 25 20.5
 CA1160;SPC TX C     -10,602,791.69  2,551,462.76   sFT  0.99996792   +0 25 20.5
 CA1160;UTM  14      - 3,513,335.024   451,384.313   MT  0.99962915   -0 16 12.6
 CA1160
 CA1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1160!SPC TX C     -   0.99991441  x   0.99996792  =   0.99988233
 CA1160!UTM  14      -   0.99991441  x   0.99962915  =   0.99954359
 CA1160
 CA1160:                Primary Azimuth Mark                     Grid Az
 CA1160:SPC TX C     -  LOSS                                     096 21 54.9
 CA1160:UTM  14      -  LOSS                                     097 03 28.0
 CA1160
 CA1160|---------------------------------------------------------------------|
 CA1160| PID    Reference Object                     Distance      Geod. Az  |
 CA1160|                                                           dddmmss.s |
 CA1160| CA1066 LOSS                                APPROX. 8.2 KM 0964715.4 |
 CA1160| CV5820 WILDCAT RM 2                         11.073 METERS 17144     |
 CA1160| CV5819 WILDCAT RM 1                         15.200 METERS 26120     |
 CA1160|---------------------------------------------------------------------|
 CA1160
 CA1160                          SUPERSEDED SURVEY CONTROL
 CA1160
 CA1160  NAD 83(1986)-  31 45 16.07825(N)    099 30 47.96881(W) AD(       ) 2
 CA1160  NAD 27      -  31 45 15.54959(N)    099 30 46.72905(W) AD(       ) 2
 CA1160  NGVD 29 (07/19/86)  570.5    (m)         1872.     (f) VERT ANG       
 CA1160
 CA1160.Superseded values are not recommended for survey control.
 CA1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1160.See file dsdata.txt to determine how the superseded data were derived.
 CA1160
 CA1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5138413335(NAD 83)
 CA1160_MARKER: DD = SURVEY DISK
 CA1160_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1160+WITH SETTING: INFORMATION.
 CA1160_SP_SET: PREFABRICATED CONCRETE POST
 CA1160
 CA1160  HISTORY     - Date     Condition        Report By
 CA1160  HISTORY     - 1967     MONUMENTED       USGS
 CA1160
 CA1160                          STATION DESCRIPTION
 CA1160
 CA1160'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JW)
 CA1160'STATION IS LOCATED ABOUT 0.8 MILE NORTH AND 11.0 MILES WEST
 CA1160'OF SANTA ANNA, ABOUT 2.1 MILES EAST OF VALERA VILLAGE, AT THE
 CA1160'HIGHEST AND NORTHERN SIDE OF A HIGHWAY CUT AND 4 FEET SOUTH
 CA1160'OF THE NORTH RIGHT-OF-WAY FENCE LINE.  ABOUT 44 FEET NORTH OF CUT
 CA1160'AND 5 FEET SOUTHEAST OF WITNESS SIGN NAILED TO FENCE POST.
 CA1160'
 CA1160'TO REACH THE STATION FROM THE VALERA POST OFFICE, PROCEED EAST
 CA1160'1.9 MILES ALONG U.S. HIGHWAY 83 TO WEST EDGE OF HIGHWAY CUT.
 CA1160'TURN LEFT, AND CONTINUE EAST ALONG THE SOUTH SIDE OF THE
 CA1160'NORTH RIGHT-OF-WAY FENCE FOR 0.15 MILE TO THE HIGHEST POINT
 CA1160'AND THE STATION SITE.
 CA1160'
 CA1160'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1160'STEEL ROD DRIVEN INTO BEDROCK (1.5 FEET), CENTERED IN A
 CA1160'6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1160'CONCRETE.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1160'WILDCAT ET 1967.
 CA1160'
 CA1160'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1160'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN INTO BEDROCK
 CA1160'(1.5 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12
 CA1160'INCHES LONG, FILLED WITH CONCRETE.  THE TABLET IS SET FLUSH
 CA1160'WITH GROUND AND IS STAMPED NO 1 WILDCAT ET 1967.
 CA1160'
 CA1160'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1160'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN INTO BEDROCK
 CA1160'(2.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING
 CA1160'12 INCHES LONG, FILLED WITH CONCRETE.  THE TABLET IS SET FLUSH
 CA1160'WITH GROUND AND STAMPED NO. 2 WILDCAT ET 1967.
 CA1160'
 CA1160'DISTANCE BETWEEN THE REFERENCE MARKS IS 61.52 FEET (18.752
 CA1160'METERS).
 CA1160'
 CA1160'STATION LOSS ET, 5.0 MILES WEST, IS VISIBLE FROM THE GROUND
 CA1160'AND WAS OBSERVED AS THE AZIMUTH MARK.
 CA1160'
 CA1160'ELEVATION = 1871.80 FEET (FLY LEVEL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2635 ***********************************************************************
 CS2635  DESIGNATION -  WILDCAT
 CS2635  PID         -  CS2635
 CS2635  STATE/COUNTY-  TX/HENDERSON
 CS2635  USGS QUAD   -  CRESLENN RANCH (1981)
 CS2635
 CS2635                         *CURRENT SURVEY CONTROL
 CS2635  ___________________________________________________________________
 CS2635* NAD 83(1993)-  32 01 45.76503(N)    096 00 02.23110(W)     ADJUSTED  
 CS2635* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 CS2635  ___________________________________________________________________
 CS2635  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CS2635  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CS2635
 CS2635  HORZ ORDER  -  SECOND
 CS2635
 CS2635.The horizontal coordinates were established by classical geodetic methods
 CS2635.and adjusted by the National Geodetic Survey in February 1996..
 CS2635
 CS2635.The orthometric height was scaled from a topographic map.
 CS2635
 CS2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2635
 CS2635.The geoid height was determined by GEOID03.
 CS2635
 CS2635;                    North         East     Units Scale Factor Converg.
 CS2635;SPC TXNC     - 2,043,031.323   836,083.861   MT  1.00003041   +1 21 47.3
 CS2635;SPC TXNC     - 6,702,845.27  2,743,051.80   sFT  1.00003041   +1 21 47.3
 CS2635;SPC TX C     - 3,269,904.919 1,109,195.035   MT  1.00004250   +2 13 53.8
 CS2635;SPC TX C     -10,728,013.06  3,639,084.04   sFT  1.00004250   +2 13 53.8
 CS2635;UTM  14      - 3,547,626.719   783,274.140   MT  1.00058974   +1 35 30.5
 CS2635;UTM  15      - 3,547,629.974   216,608.749   MT  1.00059056   -1 35 32.8
 CS2635
 CS2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2635!SPC TXNC     -   0.99998863  x   1.00003041  =   1.00001904
 CS2635!SPC TX C     -   0.99998863  x   1.00004250  =   1.00003113
 CS2635!UTM  14      -   0.99998863  x   1.00058974  =   1.00057836
 CS2635!UTM  15      -   0.99998863  x   1.00059056  =   1.00057918
 CS2635
 CS2635:                Primary Azimuth Mark                     Grid Az
 CS2635:SPC TXNC     -  WILDCAT AZ MK                            186 36 29.5
 CS2635:SPC TX C     -  WILDCAT AZ MK                            185 44 23.0
 CS2635:UTM  14      -  WILDCAT AZ MK                            186 22 46.3
 CS2635:UTM  15      -  WILDCAT AZ MK                            189 33 49.6
 CS2635
 CS2635|---------------------------------------------------------------------|
 CS2635| PID    Reference Object                     Distance      Geod. Az  |
 CS2635|                                                           dddmmss.s |
 CS2635| CY3120 WILDCAT AZ MK                                      1875816.8 |
 CS2635| CS2634 F 8                                  20.687 METERS 23503     |
 CS2635| CY3121 WILDCAT RM 1                         43.391 METERS 29048     |
 CS2635|---------------------------------------------------------------------|
 CS2635
 CS2635                          SUPERSEDED SURVEY CONTROL
 CS2635
 CS2635  NAD 83(1986)-  32 01 45.77339(N)    096 00 02.21388(W) AD(       ) 2
 CS2635  NAD 27      -  32 01 45.19900(N)    096 00 01.33900(W) AD(       ) 2
 CS2635
 CS2635.Superseded values are not recommended for survey control.
 CS2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2635.See file dsdata.txt to determine how the superseded data were derived.
 CS2635
 CS2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA8327447627(NAD 83)
 CS2635_MARKER: DS = TRIANGULATION STATION DISK
 CS2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2635
 CS2635  HISTORY     - Date     Condition        Report By
 CS2635  HISTORY     - 1946     MONUMENTED       CGS
 CS2635
 CS2635                          STATION DESCRIPTION
 CS2635
 CS2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CS2635'THE STATION IS LOCATED 2.25 MILES SOUTHWEST OF THE VILLAGE
 CS2635'OF CROSS ROADS AND 5.5 MILES NORTH-NORTHWEST OF CAYUGA,
 CS2635'NORTHEAST OF A CURVE IN A SAND ROAD.  IT IS 53 FEET NORTHEAST
 CS2635'OF THE CENTER OF THE SAND ROAD, 23 FEET SOUTH OF AN EAST-WEST
 CS2635'FENCE LINE, 26.5 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 CS2635'5 FEET WEST OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING
 CS2635'3 FEET.  IT IS STAMPED WILDCAT 1946 AND PROJECTS 4 INCHES.
 CS2635'
 CS2635'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE CENTER OF A
 CS2635'SAND ROAD, 1.5 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 CS2635'14 FEET EAST OF A 14-INCH OAK TREE.  IT IS STAMPED WILDCAT
 CS2635'NO 1 1946 AND PROJECTS 4 INCHES.
 CS2635'
 CS2635'USGS BM F8 WAS USED AS REFERENCE MARK NO. 2.  IT IS A U.S.
 CS2635'GEOLOGICAL BENCH MARK DISK SET IN THE TOP OF A 7-INCH SQUARE
 CS2635'CONCRETE POST.  IT IS 5 FEET SOUTHWEST OF A FENCE CORNER
 CS2635'AND 15 FEET SOUTHWEST OF THE CENTER OF A SAND ROAD.  IT IS
 CS2635'STAMPED PRIM TRAV STA NO F 320-0, 1924 AND PROJECTS 4 INCHES.
 CS2635'
 CS2635'AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF A SAND ROAD,
 CS2635'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND 3 FEET NORTH
 CS2635'OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 3 FEET.
 CS2635'IT IS STAMPED WILDCAT 1946 AND PROJECTS 4 INCHES.
 CS2635'
 CS2635'TO REACH FROM THE VILLAGE OF CROSS ROADS GO SOUTHWEST ON
 CS2635'BLACK-TOP ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 CS2635'AND GO 1.8 MILES.  HERE, TURN LEFT FOR 1.1 MILES TO THE STATION
 CS2635'ON THE LEFT AS DESCRIBED.
 CS2635'
 CS2635'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE ON SAND
 CS2635'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CS2635'
 CS2635'A 50 FOOT TOWER WILL SEE A 113 FOOT LIGHT AT STATION CROSS.
 CS2635'
 CS2635'A 50 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION VANNOY
 CS2635'1935.
 CS2635'
 CS2635'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1066 ***********************************************************************
 CU1066  DESIGNATION -  WILDCAT
 CU1066  PID         -  CU1066
 CU1066  STATE/COUNTY-  TX/BORDEN
 CU1066  USGS QUAD   -  GUNSIGHT DRAW (1970)
 CU1066
 CU1066                         *CURRENT SURVEY CONTROL
 CU1066  ___________________________________________________________________
 CU1066* NAD 83(1993)-  32 33 18.44951(N)    101 22 57.35378(W)     ADJUSTED  
 CU1066* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 CU1066  ___________________________________________________________________
 CU1066  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 CU1066  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CU1066
 CU1066  HORZ ORDER  -  SECOND
 CU1066
 CU1066.The horizontal coordinates were established by classical geodetic methods
 CU1066.and adjusted by the National Geodetic Survey in February 1996..
 CU1066
 CU1066.The orthometric height was scaled from a topographic map.
 CU1066
 CU1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1066
 CU1066.The geoid height was determined by GEOID03.
 CU1066
 CU1066;                    North         East     Units Scale Factor Converg.
 CU1066;SPC TXNC     - 2,102,235.393   329,326.485   MT  0.99990992   -1 34 19.8
 CU1066;SPC TXNC     - 6,897,083.95  1,080,465.31   sFT  0.99990992   -1 34 19.8
 CU1066;UTM  14      - 3,604,473.650   276,289.987   MT  1.00021717   -1 16 57.5
 CU1066
 CU1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1066!SPC TXNC     -   0.99988438  x   0.99990992  =   0.99979431
 CU1066!UTM  14      -   0.99988438  x   1.00021717  =   1.00010153
 CU1066
 CU1066:                Primary Azimuth Mark                     Grid Az
 CU1066:SPC TXNC     -  WILDCAT AZ MK                            112 34 20.4
 CU1066:UTM  14      -  WILDCAT AZ MK                            112 16 58.1
 CU1066
 CU1066|---------------------------------------------------------------------|
 CU1066| PID    Reference Object                     Distance      Geod. Az  |
 CU1066|                                                           dddmmss.s |
 CU1066| CH9920 WILDCAT AZ MK                                      1110000.6 |
 CU1066| CH9921 WILDCAT RM 1                          8.244 METERS 16723     |
 CU1066| CH9922 WILDCAT RM 2                         13.379 METERS 28637     |
 CU1066|---------------------------------------------------------------------|
 CU1066
 CU1066                          SUPERSEDED SURVEY CONTROL
 CU1066
 CU1066  NAD 83(1986)-  32 33 18.45543(N)    101 22 57.34546(W) AD(       ) 2
 CU1066  NAD 27      -  32 33 18.05678(N)    101 22 55.88536(W) AD(       ) 2
 CU1066
 CU1066.Superseded values are not recommended for survey control.
 CU1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1066.See file dsdata.txt to determine how the superseded data were derived.
 CU1066
 CU1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7629004474(NAD 83)
 CU1066_MARKER: DS = TRIANGULATION STATION DISK
 CU1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1066
 CU1066  HISTORY     - Date     Condition        Report By
 CU1066  HISTORY     - 1968     MONUMENTED       CGS
 CU1066
 CU1066                          STATION DESCRIPTION
 CU1066
 CU1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1066'STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHEAST OF GAIL,
 CU1066'12 MILES WEST OF LAKE J. B. THOMAS, 11 MILES EAST OF VEALMOOR AND
 CU1066'7-1/2 MILES NORTH OF GAY HILL ON PROPERTY OWNED BY MR. W.L. WILSON
 CU1066'JR.
 CU1066'
 CU1066'TO REACH FROM THE BORDEN COUNTY COURTHOUSE IN GAIL, GO EAST ON
 CU1066'U.S. HIGHWAY 180 FOR 8.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 CU1066'GO SOUTH FOR 15.3 MILES TO A T ROAD, TURN RIGHT AND GO WEST FOR
 CU1066'0.4 MILE TO AZIMUTH MARK ON LEFT, CONTINUE FOR 0.4 MILE TO A GATE
 CU1066'ON RIGHT, TURN RIGHT, PASS THROUGH GATE AND FOLLOW FARM ROAD
 CU1066'ALONG WEST SIDE OF RIDGE FOR 0.3 MILE TO TOP OF RIDGE, TURN RIGHT
 CU1066'AND GO SOUTHERLY FOR 0.1 MILE TO HIGHEST POINT AND STATION.
 CU1066'
 CU1066'STATION MARK, A STANDARD DISK STAMPED WILDCAT 1968, IS SET
 CU1066'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES AND ON
 CU1066'THE HIGHEST POINT OF RIDGE.
 CU1066'
 CU1066'REFERENCE MARK 1, A STANDARD DISK STAMPED WILDCAT NO 1 1968,
 CU1066'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 3 INCHES
 CU1066'AND ABOUT THE SAME ELEVATION AS THE STATION.
 CU1066'
 CU1066'REFERENCE MARK 2, A STANDARD DISK STAMPED WILDCAT NO 2 1968,
 CU1066'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 8
 CU1066'INCHES AND ABOUT THE SAME ELEVATION AS THE STATION.
 CU1066'
 CU1066'AZIMUTH MARK, A STANDARD DISK STAMPED WILDCAT 1968, IS SET IN
 CU1066'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  THE
 CU1066'MARK IS 48 FEET SOUTH OF CENTER OF ROAD, 8 FEET EAST OF THE EAST
 CU1066'GATE POST AND 1 FOOT NORTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0613 ***********************************************************************
 AO0613  DESIGNATION -  WILEY
 AO0613  PID         -  AO0613
 AO0613  STATE/COUNTY-  TX/MCMULLEN
 AO0613  USGS QUAD   -  PIEDRA CREEK NE (1974)
 AO0613
 AO0613                         *CURRENT SURVEY CONTROL
 AO0613  ___________________________________________________________________
 AO0613* NAD 83(1993)-  28 10 31.88837(N)    098 47 21.67301(W)     ADJUSTED  
 AO0613* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 AO0613  ___________________________________________________________________
 AO0613  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AO0613  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AO0613
 AO0613  HORZ ORDER  -  FIRST
 AO0613
 AO0613.The horizontal coordinates were established by classical geodetic methods
 AO0613.and adjusted by the National Geodetic Survey in February 1996..
 AO0613
 AO0613.The orthometric height was scaled from a topographic map.
 AO0613
 AO0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0613
 AO0613.The geoid height was determined by GEOID03.
 AO0613
 AO0613;                    North         East     Units Scale Factor Converg.
 AO0613;SPC TXSC     - 4,037,945.094   620,687.258   MT  1.00006613   +0 06 11.5
 AO0613;SPC TXSC     -13,247,824.86  2,036,371.45   sFT  1.00006613   +0 06 11.5
 AO0613;SPC TX S     - 5,278,013.116   271,581.944   MT  1.00010453   -0 07 52.9
 AO0613;SPC TX S     -17,316,281.36    891,015.09   sFT  1.00010453   -0 07 52.9
 AO0613;UTM  14      - 3,116,664.320   520,677.653   MT  0.99960528   +0 05 58.1
 AO0613
 AO0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0613!SPC TXSC     -   0.99998562  x   1.00006613  =   1.00005174
 AO0613!SPC TX S     -   0.99998562  x   1.00010453  =   1.00009014
 AO0613!UTM  14      -   0.99998562  x   0.99960528  =   0.99959090
 AO0613
 AO0613|---------------------------------------------------------------------|
 AO0613| PID    Reference Object                     Distance      Geod. Az  |
 AO0613|                                                           dddmmss.s |
 AO0613| CV5826 WILEY RM 5                           14.455 METERS 05245     |
 AO0613| AO0612 ELM                                 APPROX.15.2 KM 0822429.4 |
 AO0613| CV5823 WILEY RM 2                           38.100 METERS 12708     |
 AO0613| CV5821 WILEY AZ MK                                        1585430.0 |
 AO0613| CV5825 WILEY RM 4                           25.555 METERS 19838     |
 AO0613| CV5824 WILEY RM 3                          125.339 METERS 22115     |
 AO0613| AO0615 OIL DERRICK                         APPROX.17.3 KM 2380230.8 |
 AO0613| CV5822 WILEY RM 1                           34.811 METERS 34535     |
 AO0613|---------------------------------------------------------------------|
 AO0613
 AO0613                          SUPERSEDED SURVEY CONTROL
 AO0613
 AO0613  NAD 83(1986)-  28 10 31.89155(N)    098 47 21.64881(W) AD(       ) 1
 AO0613  NAD 27      -  28 10 30.86800(N)    098 47 20.57400(W) AD(       ) 1
 AO0613
 AO0613.Superseded values are not recommended for survey control.
 AO0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0613.See file dsdata.txt to determine how the superseded data were derived.
 AO0613
 AO0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS2067816664(NAD 83)
 AO0613_MARKER: DS = TRIANGULATION STATION DISK
 AO0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0613
 AO0613  HISTORY     - Date     Condition        Report By
 AO0613  HISTORY     - 1935     MONUMENTED       CGS
 AO0613  HISTORY     - 1953     GOOD             CGS
 AO0613  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AO0613
 AO0613                          STATION DESCRIPTION
 AO0613
 AO0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0613'STATION IS ON LAND OWNED BY MR. PERRY WHEELER, 19 MILES
 AO0613'A LITTLE SE OF FOWLERTON AND 1 MILE E OF THE LA SALLE-MC MULLEN
 AO0613'COUNTY LINE.  MARK IS SET ABOUT 115 FEET SW OF THE NW CORNER
 AO0613'OF A CORRAL AND 0.2 MILE S OF A LARGE POND KNOWN AS WILEYS
 AO0613'TANK AND 200 YARDS S OF A SHACK NEAR POND, 35 FEET W OF A
 AO0613'WOODEN FENCE ALONG E SIDE OF CORRAL.
 AO0613'
 AO0613'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AO0613'DISKS SET IN CONCRETE.
 AO0613'
 AO0613'REFERENCE MARK NO. 1 IS SET AT NW CORNER OF CORRAL.
 AO0613'
 AO0613'REFERENCE MARK NO. 2 IS SET AT SW CORNER OF CORRAL.
 AO0613'
 AO0613'REFERENCE MARK NO. 3 IS SET W OF STATION.
 AO0613'
 AO0613'TO REACH STATION FROM POST OFFICE IN COTULLA, GO S ON STREET
 AO0613'IN FRONT OF POST OFFICE FOR 4-1/2 BLOCKS, THEN TURN LEFT
 AO0613'ACROSS RAILROAD TRACKS AT COTULLA MACHINE SHOP AND GO 4
 AO0613'BLOCKS, TURN RIGHT AT THE IGLESIA METODISTA FOR 1 BLOCK,
 AO0613'THEN TURN LEFT AT FILLING STATION AND FOLLOW MAIN RIVER ROAD
 AO0613'S FOR 1.3 MILES, THEN TURN LEFT AT ROAD END AND GO 6.9 MILES,
 AO0613'TAKE MAIN ROAD RIGHT AT ANOTHER ROAD END AND GO 2.35 MILES,
 AO0613'THEN KEEP STRAIGHT AHEAD AT T-ROAD RIGHT FOR 2.6 MILES THEN
 AO0613'TURN LEFT AT CORRAL AND 2-STORY WHITE HOUSE, ON RIGHT FOR
 AO0613'0.9 MILE, THEN TURN SHARP RIGHT AND FOLLOW MAIN FORT EWELL
 AO0613'ROAD SSE FOR 3.95 MILES, THEN TAKE T-ROAD LEFT JUST PAST
 AO0613'CATTLE GUARD FOR 4.4 MILES THEN TURN RIGHT AT RANCH HOUSE
 AO0613'FOR 0.3 MILE, THEN TURN LEFT AT FENCE CORNER FOR 0.7 MILE
 AO0613'TO A ROAD FORK TAKE EITHER FORK FOR 0.55 MILE, THEN TAKE
 AO0613'MAIN RIGHT FORK JUST PAST SHACK ON LEFT FOR 1.7 MILES, THEN
 AO0613'TURN LEFT AT COW CAMP FOR 2.5 MILES, THEN TURN RIGHT AT
 AO0613'ROAD END FOR 2.2 MILES, THEN TURN LEFT AROUND CORRAL FOR
 AO0613'3.9 MILES, THEN TAKE LEFT FORK FOR 0.25 MILE, THEN TAKE
 AO0613'ANOTHER LEFT FORK FOR 2.6 MILES TO SMALL RANCH BUILDINGS
 AO0613'KNOWN AS THE CAMERON RANCH.  GO THRU GATE 0.2 MILE E OF
 AO0613'BUILDINGS AND FOLLOW ROAD SSE FOR 3.25 MILES, THEN PASS
 AO0613'THRU WIRE GATE AT SHACK AND LARGE POND TO LEFT FOR 0.15
 AO0613'MILE TO CORRAL AND STATION.
 AO0613'
 AO0613'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AO0613
 AO0613                          STATION RECOVERY (1953)
 AO0613
 AO0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0613'THE STATION MARK, REFERENCE MARKS NO.S 1, 2, AND 3 WERE FOUND
 AO0613'AS DESCRIBED AND IN GOOD CONDITION, A DISCREPANCY WAS FOUND
 AO0613'IN THE DISTANCE TO REFERENCE MARK NO. 3.  A NEW AZIMUTH MARK
 AO0613'WAS SET AT THIS TIME, A STANDARD DISK SET IN CONCRETE MONUMENT.
 AO0613'IT IS 52.0 FEET SOUTH WEST OF THE CENTER
 AO0613'LINE OF A TRACK ROAD, 4.0 FEET SOUTH EAST OF A WHITE WITNESS
 AO0613'POST, THE MARK PROJECTS 4 INCHES AND IS STAMPED WILEY 1953.
 AO0613'
 AO0613'DUE TO ROAD CHANGES A NEW AND COMPLETE DISCRIPTION TO REACH
 AO0613'THE STATION FOLLOWS.
 AO0613'
 AO0613'TO REACH FROM THE RAIL ROAD STATION IN FOWLERTON GO EAST
 AO0613'ALONG THE SOUTH SIDE OF RAILROAD TRACKS FOR 0.15 MILE TO A T-ROAD,
 AO0613'TURN RIGHT, SOUTH FOR 0.75 MILE TO CROSSROADS, TURN RIGHT
 AO0613'AND FOLLOW GRADED DIRT ROAD FOR 18.6 MILES TO POINT WHERE
 AO0613'MAIN ROAD TURNS RIGHT, CONTINUE STRAIGHT AHEAD PASSING THROUGH
 AO0613'WHITE WOODEN GATE FOR 1.25 MILES TO GATE, PASS THROUGH GATE
 AO0613'AND CONTINUE FOR 0.15 MILE TO FORKS, TAKE LEFT FORK AND
 AO0613'CONTINUE ALONG TELEPHONE LINE FOR 0.8 MILE TO GATE, PASS
 AO0613'THROUGH GATE AND TURN SHARP LEFT ON DIRT ROAD FOR 0.5 MILE
 AO0613'TO CORRAL ON THE LEFT AND STATION.
 AO0613'
 AO0613'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW TRACK
 AO0613'ROAD SOUTH FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT
 AO0613'AS DESCRIBED.
 AO0613
 AO0613                          STATION RECOVERY (1969)
 AO0613
 AO0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AO0613'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH
 AO0613'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 AO0613'FOUND UPROOTED, REFERENCE MARK 3 WAS FOUND WITH THE TOP
 AO0613'PORTION GONE AND THE SURFACE STATION MONUMENT UPROOTED AND
 AO0613'NEAR ITS ORIGINAL LOCATION.  REFERENCE MARK 1 IS OBSTRUCTED BY
 AO0613'THE CORRAL AND A TREE.  A NEW SURFACE STATION MARK, REFERENCE
 AO0613'MARK 4 AND 5 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 AO0613'
 AO0613'ABOUT 35 MILES SOUTHEAST OF COTULLA, 18 MILES SOUTH OF FOWLERTON
 AO0613'AND ON THE PROPERTY OF THE NUECES LAND AND LIVESTOCK CO.
 AO0613'ABOUT 0.2 MILE SOUTH OF A LARGE POND KNOWN AS WILEYS TANK,
 AO0613'1 FOOT NORTH OF A METAL WITNESS POST, 2 FEET NORTH OF A
 AO0613'STEEL PIPE BURIED IN THE GROUND, 13 FEET SOUTH OF THE SOUTH SIDE
 AO0613'OF A CORRAL, 51 FEET EAST OF THE CENTERLINE OF A GATE, 38
 AO0613'FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, 87 FEET WEST
 AO0613'OF A CONCRETE CATTLE DIPPING VAT AND 47 FEET EAST OF THE
 AO0613'SOUTHWEST CORNER OF THE CORRAL.  THE MONUMENT PROJECTS 3
 AO0613'INCHES AND THE DISK IS STAMPED WILEY 1935 1969.
 AO0613'
 AO0613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 AO0613'AND STATE HIGHWAY 97 IN COTULLA, GO NORTHEAST ON HIGHWAY
 AO0613'97 FOR 0.8 MILE TO THE JUNCTION OF FARM ROAD 468.  TURN RIGHT
 AO0613'AND GO SOUTHEASTERLY ON ROAD 468 FOR 13.3 MILES TO THE JUNCTION
 AO0613'OF FARM ROAD 469 (NORTH).  CONTINUE ON ROAD 468 FOR 7.5 MILES
 AO0613'TO A POINT WHERE ROAD 468 MERGES WITH FARM ROAD 624.  CONTINUE
 AO0613'EASTERLY ON ROAD 624 FOR 14.35 MILES TO THE LA SALLE-MC MULLEN
 AO0613'COUNTY LINE.  CONTINUE EAST FOR 0.05 MILE TO A SIDE ROAD
 AO0613'LEFT AND A GATE ON THE RIGHT.  TURN RIGHT PASSING THROUGH
 AO0613'THE GATE AND GO SOUTH ON DIRT ROAD FOR 1.25 MILES TO A ROAD
 AO0613'FOR AND A GATE.  TAKE RIGHT FORK PASSING THROUGH THE GATE
 AO0613'AND CONTINUE SOUTH FOR 0.95 MILE TO A GATE AND CROSSROAD.
 AO0613'PASS THROUGH THE GATE, TURN LEFT AND GO EAST ON DIRT ROAD
 AO0613'FOR 0.4 MILES TO CORRALS AND THE STATION AT THE
 AO0613'SOUTHWEST CORNER.
 AO0613'
 AO0613'REFERENCE MARK 4 IS 67 FEET SOUTH OF THE SOUTHWEST CORNER
 AO0613'OF THE CORRAL, 50 FEET SOUTH OF THE CENTERLINE OF DIRT ROAD
 AO0613'AT GATE AND 1 FOOT EAST OF A FENCE.  THE MONUMENT PROJECTS
 AO0613'12 INCHES AND THE DISK IS STAMPED WILEY 1935 NO 4 1969.
 AO0613'
 AO0613'REFERENCE MARK 5 IS 39 FEET WEST OF THE VAT, 11 FEET SOUTH OF THE
 AO0613'CORRAL AND 3 FEET WEWT OF A CATTLE LOADING CHUTE.  THE MONUMENT
 AO0613'PROJECTS 4 INCHES AND THE DISK IS STAMPED WILEY 1935 NO 5 1969.
 AO0613'
 AO0613'THE AZIMUTH MARK IS 97 FEET EAST OF A FENCE, 19 FEET WEST
 AO0613'OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT EAST OF A METAL
 AO0613'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 AO0613'STAMPED WILEY 1935.
 AO0613'
 AO0613'TO REACH THE AZIMUTH MARK FROM THE GATE WEST OF THE STATION,
 AO0613'GO SOUTH ALONG THE EAST SIDE OF THE FENCE FOR 0.1 MILE TO
 AO0613'THE MARK.
 AO0613'
 AO0613'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AO0613'
 AO0613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 AO0613'SOUTH OF FOWLERTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1081 ***********************************************************************
 CR1081  DESIGNATION -  WILEY
 CR1081  PID         -  CR1081
 CR1081  STATE/COUNTY-  TX/HARRISON
 CR1081  USGS QUAD   -  MARSHALL WEST (1978)
 CR1081
 CR1081                         *CURRENT SURVEY CONTROL
 CR1081  ___________________________________________________________________
 CR1081* NAD 83(1993)-  32 31 52.13353(N)    094 22 42.24785(W)     ADJUSTED  
 CR1081* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 CR1081  ___________________________________________________________________
 CR1081  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CR1081  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR1081
 CR1081  HORZ ORDER  -  FIRST
 CR1081
 CR1081.The horizontal coordinates were established by classical geodetic methods
 CR1081.and adjusted by the National Geodetic Survey in February 1996..
 CR1081
 CR1081.The orthometric height was scaled from a topographic map.
 CR1081
 CR1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1081
 CR1081.The geoid height was determined by GEOID03.
 CR1081
 CR1081;                    North         East     Units Scale Factor Converg.
 CR1081;SPC TXNC     - 2,103,456.864   987,068.075   MT  0.99991360   +2 14 52.4
 CR1081;SPC TXNC     - 6,901,091.39  3,238,405.84   sFT  0.99991360   +2 14 52.4
 CR1081;UTM  15      - 3,600,149.376   370,553.388   MT  0.99980663   -0 44 28.9
 CR1081
 CR1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1081!SPC TXNC     -   0.99998451  x   0.99991360  =   0.99989811
 CR1081!UTM  15      -   0.99998451  x   0.99980663  =   0.99979114
 CR1081
 CR1081:                Primary Azimuth Mark                     Grid Az
 CR1081:SPC TXNC     -  MARSHALL E TEX BAP COLL CHAPEL           007 54 39.2
 CR1081:UTM  15      -  MARSHALL E TEX BAP COLL CHAPEL           010 54 00.5
 CR1081
 CR1081|---------------------------------------------------------------------|
 CR1081| PID    Reference Object                     Distance      Geod. Az  |
 CR1081|                                                           dddmmss.s |
 CR1081| CR1076 MARSHALL E TEX BAP COLL CHAPEL      APPROX. 2.8 KM 0100931.6 |
 CR1081| CR1078 MARSHALL N MUNICIPAL TANK           APPROX. 3.6 KM 0224853.7 |
 CR1081| CR1075 MARSHALL RAD STA KMHT MAST          APPROX. 4.4 KM 0340847.9 |
 CR1081| CX7405 WILEY AZ MK                                        0470936.2 |
 CR1081| CR1079 MARSHALL S MUNICIPAL TANK           APPROX. 1.8 KM 0700949.5 |
 CR1081| CX7406 WILEY RM 1                           32.581 METERS 12805     |
 CR1081| CX7407 WILEY RM 2                           27.588 METERS 27158     |
 CR1081|---------------------------------------------------------------------|
 CR1081
 CR1081                          SUPERSEDED SURVEY CONTROL
 CR1081
 CR1081  NAD 83(1986)-  32 31 52.14225(N)    094 22 42.23726(W) AD(       ) 1
 CR1081  NAD 27      -  32 31 51.60000(N)    094 22 41.52600(W) AD(       ) 1
 CR1081
 CR1081.Superseded values are not recommended for survey control.
 CR1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1081.See file dsdata.txt to determine how the superseded data were derived.
 CR1081
 CR1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7055300149(NAD 83)
 CR1081_MARKER: DS = TRIANGULATION STATION DISK
 CR1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1081
 CR1081  HISTORY     - Date     Condition        Report By
 CR1081  HISTORY     - 1950     MONUMENTED       CGS
 CR1081  HISTORY     - 1956     GOOD             CGS
 CR1081  HISTORY     - 1969     GOOD             LOCSUR
 CR1081  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR1081
 CR1081                          STATION DESCRIPTION
 CR1081
 CR1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1081'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF THE TOWN
 CR1081'OF MARSHALL, ON REASONABLY HIGH GROUND THAT IS COVERED WITH SMALL
 CR1081'LOCUST TREES.  IT IS 5-1/2 FEET SOUTHWEST OF A WHITE WITNESS POST,
 CR1081'68 FEET NORTH OF A FENCE, 91 FEET EAST OF A FENCE AND 95 FEET
 CR1081'NORTH OF THE APPROXIMATE CENTERLINE OF EMORY STREET.  THE
 CR1081'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED WILEY 1950.
 CR1081'
 CR1081'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A FENCE, 28 FEET NORTH
 CR1081'OF THE CENTERLINE OF EMORY STREET AND 3 FEET NORTH OF THE EDGE
 CR1081'OF A STEEP ROAD BANK.  THE MARK PROJECTS 8 INCHES AND THE DISK
 CR1081'IS STAMPED WILEY NO 1 1950.
 CR1081'
 CR1081'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE, 34 FEET SOUTH
 CR1081'OF A FENCE CORNER, 74 FEET NORTH OF A FENCE CORNER, AND 174
 CR1081'EAST OF THE APPROXIMATE CENTERLINE OF SANFORD STREET.  THE
 CR1081'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WILEY NO 2 1950.
 CR1081'
 CR1081'THE AZIMUTH MARK IS 2-1/2 FEET SOUTHWEST OF A WHITE WITNESS POST,
 CR1081'8 FEET NORTHWEST OF A POWER POLE, 25 FEET SOUTH-SOUTHEAST
 CR1081'OF THE SOUTHEAST CORNER OF A GYMNASIUM, AND 34 FEET WEST OF
 CR1081'THE APPROXIMATE CENTERLINE OF WILEY STREET.  THE MARK PROJECTS
 CR1081'6 INCHES AND THE DISK IS STAMPED WILEY 1950.
 CR1081'
 CR1081'TO REACH THE STATION FROM THE COURT HOUSE IN MARSHALL, GO WEST
 CR1081'ON HOUSTON STREET FOR 0.3 MILE TO COLLEGE STREET.  TURN LEFT
 CR1081'AND GO SOUTH FOR 0.15 MILE ON COLLEGE STREET, THEN TURN RIGHT
 CR1081'AND GO WEST ABOUT 100 FEET TO CARTER STREET.  TURN LEFT AND GO
 CR1081'SOUTH ON CARTER STREET FOR 0.4 MILE TO A CROSS STREETS.  TURN
 CR1081'RIGHT AND GO WESTERLY FOR 0.1 MILE TO WILEY AVENUE, THEN ANGLE
 CR1081'LEFT AND GO SOUTH FOR 0.3 MILE ON WILEY AVENUE TO A GYMNASIUM
 CR1081'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE ON
 CR1081'SOUTH FOR 0.15 MILE TO EMORY STREET.  TURN RIGHT ON EMORY
 CR1081'STREET AND GO WEST FOR 0.2 MILE TO THE STATION ON THE RIGHT
 CR1081'AS DESCRIBED.
 CR1081'
 CR1081'NOTE-A SMALL AMOUNT OF CLEARING NEEDED TO SEE AZIMUTH MARK
 CR1081'FROM THE GROUND.
 CR1081'
 CR1081'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 CR1081
 CR1081                          STATION RECOVERY (1956)
 CR1081
 CR1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1081'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CR1081'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 CR1081'PROCEEDING TO STATION SITE ARE CORRECT.
 CR1081
 CR1081                          STATION RECOVERY (1969)
 CR1081
 CR1081'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 CR1081'RECOVERED BY BUCE AND ASSOC AERIAL MAPPING
 CR1081'
 CR1081'WILEY-GOOD
 CR1081'
 CR1081'REF 1-GOOD
 CR1081'
 CR1081'REF 2-GOOD
 CR1081'
 CR1081'AZ-GOOD
 CR1081
 CR1081                          STATION RECOVERY (1998)
 CR1081
 CR1081'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1123 ***********************************************************************
 CA1123  DESIGNATION -  WILHEM
 CA1123  PID         -  CA1123
 CA1123  STATE/COUNTY-  TX/MENARD
 CA1123  USGS QUAD   -  CALLAN (1970)
 CA1123
 CA1123                         *CURRENT SURVEY CONTROL
 CA1123  ___________________________________________________________________
 CA1123* NAD 83(1993)-  31 00 24.39429(N)    099 39 22.25037(W)     ADJUSTED  
 CA1123* NAVD 88     -       667.6    (meters)    2190.     (feet)  VERTCON   
 CA1123  ___________________________________________________________________
 CA1123  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 CA1123  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CA1123
 CA1123  HORZ ORDER  -  FIRST
 CA1123
 CA1123.The horizontal coordinates were established by classical geodetic methods
 CA1123.and adjusted by the National Geodetic Survey in February 1996..
 CA1123
 CA1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1123
 CA1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1123
 CA1123.The geoid height was determined by GEOID03.
 CA1123
 CA1123;                    North         East     Units Scale Factor Converg.
 CA1123;SPC TX C     - 3,148,754.576   764,658.347   MT  0.99988175   +0 20 55.6
 CA1123;SPC TX C     -10,330,538.97  2,508,716.59   sFT  0.99988175   +0 20 55.6
 CA1123;UTM  14      - 3,430,537.686   437,360.800   MT  0.99964840   -0 20 16.9
 CA1123
 CA1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1123!SPC TX C     -   0.99989880  x   0.99988175  =   0.99978056
 CA1123!UTM  14      -   0.99989880  x   0.99964840  =   0.99954723
 CA1123
 CA1123|---------------------------------------------------------------------|
 CA1123| PID    Reference Object                     Distance      Geod. Az  |
 CA1123|                                                           dddmmss.s |
 CA1123| CV5828 WILHEM RM 1                          25.155 METERS 06956     |
 CA1123| CV5827 WILHEM AZ MK                                       1245532.2 |
 CA1123| CV5829 WILHEM RM 2                          28.732 METERS 13609     |
 CA1123| CV5830 WILHEM RM 3                          30.161 METERS 21359     |
 CA1123| BN0793 MENARD TV CABLE CORP MAST           APPROX.16.1 KM 2265321.5 |
 CA1123| CA1138 MENARD FISH WILDLIFE COMM MAST      APPROX.24.2 KM 2783740.0 |
 CA1123| CA1132 ELLIS                               APPROX.13.6 KM 2790211.6 |
 CA1123|---------------------------------------------------------------------|
 CA1123
 CA1123                          SUPERSEDED SURVEY CONTROL
 CA1123
 CA1123  NAD 83(1986)-  31 00 24.40192(N)    099 39 22.23593(W) AD(       ) 1
 CA1123  NAD 27      -  31 00 23.78448(N)    099 39 20.99254(W) AD(       ) 1
 CA1123  NGVD 29 (07/19/86)  667.5    (m)         2190.     (f) VERT ANG       
 CA1123
 CA1123.Superseded values are not recommended for survey control.
 CA1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1123.See file dsdata.txt to determine how the superseded data were derived.
 CA1123
 CA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV3736130538(NAD 83)
 CA1123_MARKER: DS = TRIANGULATION STATION DISK
 CA1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1123
 CA1123  HISTORY     - Date     Condition        Report By
 CA1123  HISTORY     - 1935     MONUMENTED       CGS
 CA1123  HISTORY     - 1939     GOOD             TXHD
 CA1123  HISTORY     - 1967     GOOD             CGS
 CA1123  HISTORY     - 1971     GOOD             NGS
 CA1123
 CA1123                          STATION DESCRIPTION
 CA1123
 CA1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1123'STATION IS LOCATED ON LAND OWNED BY MRS. FRANK WILKINSON, ON
 CA1123'WHAT IS KNOWN AS THE WILHELM RANCH, 16-3/4 MILES SE OF EDEN,
 CA1123'9-1/2 MILES NE OF MENARD, AND 3 MILES WNW OF THE WILHELM
 CA1123'RANCH HOUSE.
 CA1123'
 CA1123'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CA1123'CONCRETE.
 CA1123'
 CA1123'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 CA1123'IN BEDROCK.
 CA1123'
 CA1123'REFERENCE MARK NO. 1 IS NE OF THE STATION.
 CA1123'
 CA1123'REFERENCE MARK NO. 2 IS SE OF THE STATION.
 CA1123'
 CA1123'REFERENCE MARK NO. 3 IS S OF THE STATION.
 CA1123'
 CA1123'TO REACH THE STATION FROM CALLON DEPOT, GO E ON THE ROAD JUST
 CA1123'S OF THE DEPOT FOR 0.25 MILE TO GATE ON RIGHT, GO THROUGH GATE
 CA1123'AND TAKE LEFT FORK FOR 0.65 MILE TO FORK, TAKE RIGHT FORK FOR
 CA1123'0.55 MILE TO FORK, TAKE LEFT FORK AND GO 0.8 MILE TO GATE,
 CA1123'GO THROUGH GATE AND CONTINUE 0.5 MILE TO FORK, TAKE RIGHT
 CA1123'FORK FOR 1.65 MILES TO FORK, TAKE DIM RIGHT FORK SW FOR 0.4
 CA1123'MILE TO WINDMILL AND STATION, WHICH IS LOCATED ABOUT 50 FEET NW
 CA1123'OF THE WINDMILL.
 CA1123'
 CA1123'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA1123
 CA1123                          STATION RECOVERY (1939)
 CA1123
 CA1123'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1939
 CA1123'STATION RECOVERED AS DESCRIBED.
 CA1123'
 CA1123'STATION MARK IN GOOD CONDITION.
 CA1123
 CA1123                          STATION RECOVERY (1967)
 CA1123
 CA1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1123'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED AND
 CA1123'FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 CA1123'DATE.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 CA1123'
 CA1123'THE STATION IS LOCATED ABOUT 21 MILES SOUTHWEST OF BRADY, 10
 CA1123'MILES NORTHEAST OF MENARD AND ON LAND OWNED BY THE CLARA
 CA1123'WILKINSON EASTATE.
 CA1123'
 CA1123'TO REACH THE STATION FROM THE POST OFFICE IN MENARD, GO NORTH
 CA1123'ON U.S. HIGHWAY 83 FOR 1.55 MILES TO THE JUNCTION OF RANCH
 CA1123'ROAD 42.  TURN RIGHT AND GO EASTERLY ON RANCH ROAD 42 FOR 5.65
 CA1123'MILES TO A CONCRETE BRIDGE.  CONTINUE ON RANCH ROAD 42 FOR 3.3
 CA1123'MILES TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH GATE AND
 CA1123'GO NORTHERLY ON GRADED ROAD FOR 1.3 MILES TO A GATE.  CONTINUE
 CA1123'NORTH AND NORTHWEST ON MAIN ROAD FOR 1.6 MILES TO THE AZIMUTH
 CA1123'MARK ON THE RIGHT.  CONTINUE WESTERLY FOR 0.3 MILE TO A GATE.
 CA1123'PASS THROUGH GATE AND CONTINUE WESTERLY KEEPING TO THE RIGHT
 CA1123'OF CORRALS, ALONG SOUTH SIDE OF A FENCE FOR 0.1 MILE TO TWO
 CA1123'RED GATES.  PASS THROUGH THE LEFT ONE AND BEAR RIGHT AND
 CA1123'FOLLOW TRACK ROAD NORTH AND WESTERLY PASSING TO THE LEFT OF A
 CA1123'LARGE CIRCULAR RESERVOIR AND GO 0.45 MILE TO A WINDMILL ON THE
 CA1123'RIGHT AND THE STATION.
 CA1123'
 CA1123'THE STATION MARK IS A STANDARD DISK, STAMPED WILHEM 1935, SET
 CA1123'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CA1123'8-INCHES.  IT IS 48 FEET NORTH OF THE NORTHEAST LEG OF THE
 CA1123'WINDMILL, 46 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD AND 12.0
 CA1123'FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CA1123'
 CA1123'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILHEM NO 1 1935,
 CA1123'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CA1123'PROJECTS 10-INCHES.  IT IS 121 FEET NORTHEAST OF THE CENTER OF
 CA1123'THE TRACK ROAD, 97 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 CA1123'WINDMILL AND 86.2 FEET EAST-NORTHEAST OF THE METAL WITNESS POST
 CA1123'WITH SIGN.
 CA1123'
 CA1123'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WILHEM NO 2 1935,
 CA1123'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CA1123'PROJECTS 12-INCHES.  IT IS 85 FEET EAST-SOUTHEAST OF THE METAL
 CA1123'WITNESS POST, 55.5 FEET EAST OF THE NORTHEAST LEG OF THE
 CA1123'WINDMILL AND 48 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 CA1123'
 CA1123'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED WILHEM NO 3 1935,
 CA1123'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CA1123'PROJECTS 10-INCHES.  IT IS 90 FEET WEST OF THE NORTHEAST LEG
 CA1123'OF THE WINDMILL, 79 FEET WEST OF THE CENTER OF THE TRACK ROAD
 CA1123'AND 52 FEET WEST OF THE METAL WITNESS POST WITH SIGN.
 CA1123'
 CA1123'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WILHEM 1935 1967,
 CA1123'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CA1123'PROJECTS 8-INCHES.  IT IS 16 FEET NORTH OF THE CENTER OF A TRACK
 CA1123'ROAD, 1.8 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 CA1123'AND 1 FOOT SOUTH OF A WIRE FENCE.
 CA1123
 CA1123                          STATION RECOVERY (1971)
 CA1123
 CA1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1123'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED IN USC AND
 CA1123'GS 1967 RECOVERY NOTES.
 CA1123'
 CA1123'STATION ELLIS (USC AND GS) IS VISIBLE FROM THE GROUND AT THIS
 CA1123'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1123'
 CA1123'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2774 ***********************************************************************
 BY2774  DESIGNATION -  WILKERSON
 BY2774  PID         -  BY2774
 BY2774  STATE/COUNTY-  TX/ANDERSON
 BY2774  USGS QUAD   -  WILKERSON MOUNTAIN (1982)
 BY2774
 BY2774                         *CURRENT SURVEY CONTROL
 BY2774  ___________________________________________________________________
 BY2774* NAD 83(1993)-  31 55 14.81721(N)    095 42 45.78362(W)     ADJUSTED  
 BY2774* NAVD 88     -       233.0    (meters)     764.     (feet)  VERTCON   
 BY2774  ___________________________________________________________________
 BY2774  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 BY2774  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BY2774
 BY2774  HORZ ORDER  -  FIRST
 BY2774
 BY2774.The horizontal coordinates were established by classical geodetic methods
 BY2774.and adjusted by the National Geodetic Survey in February 1996..
 BY2774
 BY2774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2774
 BY2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2774
 BY2774.The geoid height was determined by GEOID03.
 BY2774
 BY2774;                    North         East     Units Scale Factor Converg.
 BY2774;SPC TX C     - 3,258,967.306 1,136,870.309   MT  1.00001027   +2 22 47.6
 BY2774;SPC TX C     -10,692,128.57  3,729,882.01   sFT  1.00001027   +2 22 47.6
 BY2774;SPC TXNC     - 2,031,677.349   863,591.637   MT  1.00006565   +1 31 12.6
 BY2774;SPC TXNC     - 6,665,594.77  2,833,300.23   sFT  1.00006565   +1 31 12.6
 BY2774;UTM  15      - 3,534,867.091   243,506.697   MT  1.00041144   -1 26 06.4
 BY2774
 BY2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2774!SPC TX C     -   0.99996749  x   1.00001027  =   0.99997776
 BY2774!SPC TXNC     -   0.99996749  x   1.00006565  =   1.00003314
 BY2774!UTM  15      -   0.99996749  x   1.00041144  =   1.00037892
 BY2774
 BY2774|---------------------------------------------------------------------|
 BY2774| PID    Reference Object                     Distance      Geod. Az  |
 BY2774|                                                           dddmmss.s |
 BY2774| CV8624 WILKERSON RM 2                       79.992 METERS 00721     |
 BY2774| CV8621 WILKERSON AZ MK                                    1025550.1 |
 BY2774| CV8622 WILKERSON RM                         69.040 METERS 26822     |
 BY2774| CV8623 WILKERSON RM 1                       68.986 METERS 26823     |
 BY2774|---------------------------------------------------------------------|
 BY2774
 BY2774                          SUPERSEDED SURVEY CONTROL
 BY2774
 BY2774  NAD 83(1986)-  31 55 14.82669(N)    095 42 45.76757(W) AD(       ) 1
 BY2774  NAD 27      -  31 55 14.23100(N)    095 42 44.91300(W) AD(       ) 1
 BY2774  NGVD 29 (07/19/86)  233.0    (m)          764.     (f) VERT ANG       
 BY2774
 BY2774.Superseded values are not recommended for survey control.
 BY2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2774.See file dsdata.txt to determine how the superseded data were derived.
 BY2774
 BY2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4350734867(NAD 83)
 BY2774_MARKER: DS = TRIANGULATION STATION DISK
 BY2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2774
 BY2774  HISTORY     - Date     Condition        Report By
 BY2774  HISTORY     - 1919     MONUMENTED       CGS
 BY2774  HISTORY     - 1934     GOOD             CGS
 BY2774  HISTORY     - 1935     GOOD             TXGS
 BY2774  HISTORY     - 1937     GOOD             TXHD
 BY2774  HISTORY     - 1942     GOOD             CGS
 BY2774  HISTORY     - 1946     GOOD             CGS
 BY2774  HISTORY     - 1958     GOOD             CGS
 BY2774
 BY2774                          STATION DESCRIPTION
 BY2774
 BY2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2774'ABOUT 13.5 MILES N OF PALESTINE, 2-1/2 MILES NW OF CONCORD,
 BY2774'ON TOP OF A CULTIVATED FIELD, ABOUT 300 METERS (984 FEET) W
 BY2774'OF MRS. M.A. WILKERSONS HOUSE, AND ON HER LAND.
 BY2774'
 BY2774'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 BY2774'IN CONCRETE.
 BY2774'
 BY2774'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE.
 BY2774'PLACED IN THE EDGE OF THE WOODS, 69.04 METERS (226.5 FEET)
 BY2774'FROM THE STATION S 88 DEG 22 MIN 01 SEC.  THE AZIMUTH OF
 BY2774'S CORNER OF MRS. WILKERSONS HOUSE (FRONT PORCH) FROM THE STATION
 BY2774'IS S 80 DEG 19 MIN E.  ELEVATION OF STATION 233.0 METERS (764 FEET).
 BY2774
 BY2774                          STATION RECOVERY (1934)
 BY2774
 BY2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 BY2774'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  STATION
 BY2774'IS ABOUT 12 MILES NNW OF PALESTINE AND 10-1/2 MILES NE OF
 BY2774'TENNESSEE COLONY, ON LAND OWNED AND OCCUPIED BY R.A. WILKERSON.
 BY2774'THE MARK IS SET ON THE HIGHEST POINT OF A HILL IN A CULTIVATED
 BY2774'FIELD ABOUT 0.25 MILE W OF MR. WILKERSON HOUSE.  IT IS
 BY2774'ABOUT 125 YARDS W OF FENCE LINE, 260 FEET S OF FENCE LINE ON
 BY2774'THE N EDGE OF THE FIELD, 225 FEET E OF THE EDGE OF THE WOODS
 BY2774'AND FENCE LINE ALONG THE W EDGE OF THE FIELD.  MARK PROJECTS 2
 BY2774'INCHES.
 BY2774'
 BY2774'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2774'BRONZE DISKS SET IN CONCRETE.
 BY2774'
 BY2774'REFERENCE MARK 1919 IS W OF THE STATION AT THE E EDGE OF THE
 BY2774'WOODS.  IT IS ON THE E SLOPE OF THE HILL, 4 FEET E OF FENCE
 BY2774'LINE ON THE W EDGE OF THE FIELD.  MARK PROJECTS 4 INCHES.
 BY2774'REFERENCE MARK NO. 2, 1935 IS N OF THE STATION ON THE N EDGE
 BY2774'OF THE FIELD, 1 FOOT S OF E-W FENCE LINE.  MARK PROJECTS 4
 BY2774'INCHES.
 BY2774'
 BY2774'AZIMUTH MARK IS ESE OF THE STATION ON THE W EDGE OF THE
 BY2774'RIGHT-OF-WAY OF ROAD.  IT IS DIRECTLY W OF A WHITE HOUSE ON THE
 BY2774'E SIDE OF THE ROAD, 1 FOOT E OF FENCE LINE, 64 FEET S OF THE
 BY2774'NW CORNER POST OF THE FIELD, ABOUT 100 YARDS SE OF MR. WILKERSONS
 BY2774'HOUSE.  MARK PROJECTS 6 INCHES.
 BY2774'
 BY2774'TO REACH FROM PALESTINE GO N ON TEXAS 19 FOR ABOUT 10 MILES
 BY2774'TO THE VILLAGE OF MONTALBA.  CONTINUE N ON TEXAS 19 FOR 0.3 MILE
 BY2774'TO GRAVEL ROAD LEADING N, TURN RIGHT ON THIS ROAD AND GO 2.05
 BY2774'MILES TO FORK.  TAKE RIGHT FORK AND GO 1.3 MILES TO FORK AT THE
 BY2774'TOP OF STEEP HILL.  HERE TURN LEFT AND GO 0.6 MILE TO MR.
 BY2774'WILKERSONS HOUSE.  STATION IS 0.25 MILE DUE W OF THIS POINT.
 BY2774'
 BY2774'A LIGHT 6 FEET ABOVE STATION PILOT 2 COMES INTO VIEW 13 FEET
 BY2774'ABOVE GROUND.
 BY2774'
 BY2774'A LIGHT 87 FEET ABOVE STATION VANNOY IS VISIBLE FROM THE GROUND.
 BY2774'
 BY2774'A LIGHT 100 FEET ABOVE STATION JOHNSON COMES INTO VIEW 25 FEET
 BY2774'ABOVE GROUND.
 BY2774
 BY2774                          STATION RECOVERY (1935)
 BY2774
 BY2774'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 BY2774'THIS STATION WAS FOUND AS DESCRIBED, AND IS IN EXCELLENT
 BY2774'CONDITION.  THE STATION MARK IS IN A CULTIVATED FIELD AND
 BY2774'WAS FOUND COVERED OVER.  IT IS LIKELY TO BECOME COVERED AGAIN.
 BY2774'A NEW REFERENCE MARK NO. 2 HAS BEEN SET IN 1935 AND IS LOCATED
 BY2774'ALONG THE E AND W FENCE LINE S OF THE STATION.  THE OLD
 BY2774'REFERENCE MARK WAS RECOVERED AND IS IN EXCELLENT CONDITION.
 BY2774'IT IS LOCATED ABOUT 4 FEET E OF THE N AND S FENCE LINE W OF THE
 BY2774'STATION.  A NEW REFERENCE MARK STAMPED WILKERSON AZIMUTH 1935
 BY2774'HAS BEEN SET, AND IS LOCATED ON THE ROAD TO WILKERSONS HOUSE.
 BY2774'IT IS ABOUT 69 FEET S OF THE NE FENCE CORNER OF WILKERSONS
 BY2774'PASTURE FACING THE ROAD, AND IS LOCATED ON THE W FENCE LINE OF
 BY2774'THE ROAD, DIRECTLY ACROSS ROAD FROM WHITE HOUSE WITH YELLOW
 BY2774'TRIMMING OCCUPIED BY W.F. MALONE.  TO REACH THIS STATION
 BY2774'FROM THE CHURCH AT CONCORD, TAKE ROAD LEADING W FROM CHURCH,
 BY2774'TAKE LEFT FORK AT FIRST FORKS OF ROAD, FOLLOW PLAIN ROAD,
 BY2774'PASS YELLOW HOUSE IN GROVE OF TREES ON RIGHT, AND TAKE NEXT
 BY2774'RIGHT-HAND TURN.  DISTANCE FROM CHURCH TO THIS TURN 1.6 MILES.
 BY2774'FOLLOW THIS FORK 0.7 MILE TO ANOTHER FORK.  TAKE RIGHT FORK
 BY2774'FOR 0.1 MILE TO ANOTHER FORK.  TAKE THE LEFT FORK HERE AND
 BY2774'FOLLOW 0.1 MILE TO WILKERSONS HOUSE.  THE STATION IS IN THE
 BY2774'CULTIVATED FIELD W OF THE HOUSE.
 BY2774
 BY2774                          STATION RECOVERY (1937)
 BY2774
 BY2774'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BY2774'DESCRIPTION SATISFACTORY.  REFERENCE MARK NO. 2 (SET IN 1935)
 BY2774'WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BY2774
 BY2774                          STATION RECOVERY (1942)
 BY2774
 BY2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2774'STATION WAS RECOVERED WITH ALL THE MARKS IN GOOD CONDITION.
 BY2774'IT WAS NOT OCCUPIED BY THIS PARTY.  COMPLETE DESCRIPTION
 BY2774'FOLLOWS--STATION IS ABOUT 3 MILES NNE OF MONTALBA, 0.25 MILE
 BY2774'W OF THE R.A. WILKERSON FARMHOUSE AND IN A CULTIVATED FIELD
 BY2774'ON HIS PROPERTY.  THE MARK, A STANDARD BRONZE DISK SET IN
 BY2774'CONCRETE,IS 315 FEET W OF A N-S FENCE AND 263 FEET
 BY2774'S OF AN E-W FENCE.  IT IS STAMPED WILKERSON 1919 AND PROJECTS
 BY2774'2 INCHES.
 BY2774'
 BY2774'REFERENCE MARK NO. 1, 1919, IS 69.022 METERS, 226.45 FEET W
 BY2774'OF THE STATION IN THE CULTIVATED FIELD.  IT IS STAMPED WILKERSON
 BY2774'1919 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BY2774'
 BY2774'REFERENCE MARK NO. 2, 1935, IS 80.285 METERS, 263.40 FEET N OF
 BY2774'THE STATION, AT THE N EDGE OF THE CULTIVATED FIELD AND 1 FOOT
 BY2774'S OF THE E-W FENCE.  IT IS STAMPED WILKERSON NO. 2 1935 AND IS
 BY2774'FLUSH WITH THE SURFACE OF THE GROUND.
 BY2774'
 BY2774'THE AZIMUTH MARK, 1935, IS ABOUT 0.25 MILE E OF THE STATION,
 BY2774'0.05 MILE SE OF THE WILKERSON HOUSE AND ABOUT 50 FEET S OF THE
 BY2774'WILKERSON FARM ENTRANCE LANE.  IT IS STAMPED WILKERSON 1935 AND
 BY2774'PROJECTS 2 INCHES.
 BY2774'
 BY2774'TO REACH FROM THE SCHOOLHOUSE IN MONTALBA GO N ON STATE HIGHWAY
 BY2774'19, FOR 1.2 MILES AND TURN RIGHT, E, OFF THE HIGHWAY, GO
 BY2774'0.3 MILE AND TURN LEFT, N, GO 0.7 MILE AND TAKE RIGHT FORK,
 BY2774'GO 1.2 MILES AND TAKE LEFT FORK, GO 0.4 MILE TO A SIDE ROAD
 BY2774'RIGHT AND KEEP STRAIGHT AHEAD, GO 0.15 MILE TO THE WILKERSON
 BY2774'HOUSE AND THE STATION ON THE W SIDE OF THE ROAD.
 BY2774
 BY2774                          STATION RECOVERY (1946)
 BY2774
 BY2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BY2774'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 BY2774'AND FOUND TO BE IN GOOD CONDITION.
 BY2774'
 BY2774'A COMPLETE DESCRIPTION FOLLOWS.
 BY2774'
 BY2774'THE STATION IS LOCATED ON THE HIGHEST PART OF A HILL IN A
 BY2774'CULTIVATED FIELD.  IT IS ABOUT 12 MILES NORTH-NORTHWEST OF
 BY2774'PALESTINE, 10.5 MILES NORTHEAST OF TENNESSEE COLONY, 0.25 MILE
 BY2774'WEST OF MR. WILKERSONS HOUSE, 260 FEET SOUTH OF A FENCE LINE,
 BY2774'AND 220 FEET EAST OF A FENCE LINE.  IT IS DESCRIBED BY
 BY2774'PROJECTS 2 INCHES AND IS STAMPED WILKERSON 1919.
 BY2774'
 BY2774'REFERENCE MARK (1919) IS ON THE WEST SLOPE OF THE HILL, 100
 BY2774'FEET EAST OF THE EAST EDGE OF A WOODS, 12 FEET WEST OF A FENCE
 BY2774'LINE AND IN A NEWLY CULTIVATED FIELD.  IT IS DESCRIBED BY
 BY2774'PROJECTS 3 INCHES AND IS STAMPED WILKERSON 1919.
 BY2774'
 BY2774'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF A CULTIVATED
 BY2774'FIELD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 BY2774'PROJECTS 2 INCHES AND IS STAMPED
 BY2774'WILKERSON NO 2 1935.
 BY2774'
 BY2774'AZIMUTH MARK IS ON THE WEST EDGE OF THE RIGHT-OF-WAY OF A ROAD
 BY2774'AND IS DIRECTLY WEST OF A WHITE HOUSE WHICH IS ON THE EAST
 BY2774'SIDE OF THE ROAD.  IT IS 100 YARDS SOUTHEAST OF MR. WILKERSONS
 BY2774'HOUSE, 64 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A
 BY2774'FENCE LINE.  IT PROJECTS 6 INCHES
 BY2774'AND IS STAMPED WILKERSON AZIMUTH MARK 1935.
 BY2774'
 BY2774'TO REACH THE STATION FROM PALESTINE, GO NORTH ON STATE HIGHWAY
 BY2774'NO. 19 FOR 10 MILES TO THE VILLAGE OF MONTALBA.  CONTINUE
 BY2774'NORTH ON HIGHWAY FOR 0.3 MILE TO A TAR ROAD RIGHT, NORTH, TURN
 BY2774'RIGHT ON TAR ROAD AND GO 2.05 MILES TO A FORK, TAKE RIGHT FORK
 BY2774'AND GO 1.3 MILES TO A FORK AT THE TOP OF A STEEP HILL, TAKE
 BY2774'LEFT FORK AND GO 0.6 MILE TO MR. WILKERSONS HOUSE*.  FROM
 BY2774'HERE DRIVE WEST ACROSS PASTURE LAND FOR 0.25 MILE TO THE
 BY2774'HIGHEST POINT AND THE STATION AS DESCRIBED.
 BY2774'
 BY2774'*AT THIS POINT IN THE ABOVE DESCRIPTION THE AZIMUTH MARK IS
 BY2774'ON THE LEFT SIDE OF THE ROAD AS DESCRIBED.
 BY2774'
 BY2774'A 37 FOOT TOWER IS REQUIRED TO SEE AN 87 FOOT LIGHT AT STATION
 BY2774'TENNESSEE.
 BY2774'
 BY2774'A 37 FOOT TOWER IS REQUIRED TO SEE A 100 FOOT LIGHT AT STATION
 BY2774'VANNOY 1935.
 BY2774
 BY2774                          STATION RECOVERY (1958)
 BY2774
 BY2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2774'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 BY2774'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  FOLLOWING
 BY2774'IS A NEW AND COMPLETE DESCRIPTION.
 BY2774'
 BY2774'THE STATION IS LOCATED ON THE HIGHEST PART OF A PASTURE, NEAR
 BY2774'A SCATTERED GROUP OF TREES, ON A HIGH HILL, WHICH IS ABOUT
 BY2774'12 MILES NORTHWEST OF PALESTINE AND 3 MILES NORTHEAST OF
 BY2774'MONTALBA.  IT IS ON PROPERTY OWNED BY MR. R.A. WILKERSON AND IS
 BY2774'ABOUT 0.2 MILES WEST OF THE FARM HOUSE.  THE MARK PROJECTS 3
 BY2774'INCHES AND IS STAMPED WILKERSON 1919.
 BY2774'
 BY2774'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL, ABOUT
 BY2774'5 FEET LOWER THAN THE STATION AND IS 8 FEET WEST OF AN OLD
 BY2774'FENCE LINE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED WILKERSON
 BY2774'1919.
 BY2774'
 BY2774'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL, ABOUT
 BY2774'6 FEET LOWER THAN THE STATION AND IS 1 FOOT SOUTH OF A FENCE.
 BY2774'IT IS A FLUSH MARK AND IS STAMPED WILKERSON NO 2 1935.
 BY2774'
 BY2774'THE AZIMUTH MARK IS ABOUT 100 YARDS SOUTHEAST OF THE WILKERSON
 BY2774'FARM HOUSE, 64 FEET SOUTH OF A FENCE CORNER, 12 FEET WEST OF
 BY2774'THE CENTER OF THE DIRT ROAD, 2 FEET NORTH OF A WITNESS POST
 BY2774'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND IS
 BY2774'STAMPED WILKERSON 1935 AZIMUTH.
 BY2774'
 BY2774'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 BY2774'FARM ROAD 321 IN MONTALBA, GO NORTHWESTERLY ON STATE HIGHWAY
 BY2774'19 FOR 0.2 MILES TO A PAVED SIDE ROAD RIGHT, TURN RIGHT ON THE SIDE
 BY2774'ROAD AND GO 2.05 MILES TO A FORK, TURN RIGHT AND GO 1.05 MILES
 BY2774'TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILES TO THE
 BY2774'END OF THE PAVED ROAD AND A FORK.  TURN LEFT ON THE DIRT ROAD
 BY2774'AND GO 0.6 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BY2774'ON THE DIRT ROAD FOR ABOUT 25 YARDS, THEN TURN LEFT INTO THE
 BY2774'DRIVEWAY OF THE WILKERSON FARM YARD.  TURN LEFT THROUGH A
 BY2774'BOARD GATE JUST BEFORE REACHING THE HOUSE, THEN TURN RIGHT
 BY2774'AND FOLLOW A DIM TRACK ROAD PARALLEL TO THE FENCE FOR ABOUT
 BY2774'0.2 MILES TO A GATE, TURN RIGHT THROUGH THE GATE, THEN TURN LEFT
 BY2774'ALONG THE FENCE FOR ABOUT 100 YARDS, THEN TURN RIGHT AND GO
 BY2774'ABOUT 100 YARDS TO THE HIGHEST PART OF THE FIELD AND THE
 BY2774'STATION.
 BY2774'
 BY2774'MR. WILKERSON ASKED THAT THE TRUCKS BE DRIVEN CLOSE TO THE FENCES
 BY2774'TO AVOID CUTTING UP THE FIELDS.
 BY2774'
 BY2774'OBSERVATIONS WERE MADE FROM A 90-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1236 ***********************************************************************
 CR1236  FBN         -  This is a Federal Base Network Control Station.
 CR1236  PACS        -  This is a Primary Airport Control Station.
 CR1236  DESIGNATION -  WILKINS W BASE RESET
 CR1236  PID         -  CR1236
 CR1236  STATE/COUNTY-  TX/UPSHUR
 CR1236  USGS QUAD   -  BIG SANDY (1981)
 CR1236
 CR1236                         *CURRENT SURVEY CONTROL
 CR1236  ___________________________________________________________________
 CR1236* NAD 83(1993)-  32 34 38.37912(N)    095 04 29.68450(W)     ADJUSTED  
 CR1236* NAVD 88     -       104.51   (meters)     342.9    (feet)  GPS OBS   
 CR1236  ___________________________________________________________________
 CR1236  X           -    -475,898.276 (meters)                     COMP
 CR1236  Y           -  -5,358,835.229 (meters)                     COMP
 CR1236  Z           -   3,414,594.453 (meters)                     COMP
 CR1236  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 CR1236  ELLIP HEIGHT-          78.06  (meters)          (05/01/00) GPS OBS
 CR1236  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR1236
 CR1236  HORZ ORDER  -  A
 CR1236  ELLP ORDER  -  THIRD     CLASS I
 CR1236
 CR1236.This mark is at Ambassador Field Airport (1F8)
 CR1236
 CR1236.The horizontal coordinates were established by GPS observations
 CR1236.and adjusted by the National Geodetic Survey in April 1994..
 CR1236
 CR1236.The orthometric height was determined by GPS observations and a
 CR1236.high-resolution geoid model.
 CR1236
 CR1236.GPS derived orthometric heights for airport stations designated as
 CR1236.PACS or SACS are published to 2 decimal places.  This maintains
 CR1236.centimeter relative accuracy between the PACS and SACS.  It does
 CR1236.not indicate centimeter accuracy relative to other marks which are
 CR1236.part of the NAVD 88 network.
 CR1236
 CR1236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1236
 CR1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1236
 CR1236.The ellipsoidal height was determined by GPS observations
 CR1236.and is referenced to NAD 83.
 CR1236
 CR1236.The geoid height was determined by GEOID03.
 CR1236
 CR1236;                    North         East     Units Scale Factor Converg.
 CR1236;SPC TXNC     - 2,106,225.282   921,515.929   MT  0.99990666   +1 52 04.9
 CR1236;SPC TXNC     - 6,910,174.11  3,023,340.18   sFT  0.99990666   +1 52 04.9
 CR1236;UTM  15      - 3,606,330.403   305,233.396   MT  1.00006779   -1 07 03.2
 CR1236
 CR1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1236!SPC TXNC     -   0.99998774  x   0.99990666  =   0.99989441
 CR1236!UTM  15      -   0.99998774  x   1.00006779  =   1.00005553
 CR1236
 CR1236|---------------------------------------------------------------------|
 CR1236| PID    Reference Object                     Distance      Geod. Az  |
 CR1236|                                                           dddmmss.s |
 CR1236| CY3123 WILKINS W BASE RM 1                  30.806 METERS 04609     |
 CR1236| CR1211 GLADEWATER MUNICIPAL TANK           APPROX.13.3 KM 1091302.4 |
 CR1236| CR1174 GLADEWATER RAD STA KSIJ MAST        APPROX.13.5 KM 1291806.2 |
 CR1236| CY3125 WILKINS W BASE RM 3                  11.423 METERS 18532     |
 CR1236| CR1234 TT 37 WM USGS 1950                   32.381 METERS 20456     |
 CR1236| CR1238 BIG SANDY DIV LONGVIEW MUN TK       APPROX. 0.6 KM 2141208.3 |
 CR1236| CY3126 WILKINS W BASE RM 4                  35.894 METERS 27321     |
 CR1236| CY3124 WILKINS W BASE RM 2                  35.885 METERS 27336     |
 CR1236| CY3122 WILKINS W BASE AZ MK                               2780108.4 |
 CR1236| CR1235 BIG SANDY MUNICIPAL TANK            APPROX. 3.5 KM 2875411.1 |
 CR1236|---------------------------------------------------------------------|
 CR1236
 CR1236                          SUPERSEDED SURVEY CONTROL
 CR1236
 CR1236  ELLIP H (02/20/96)   78.11   (m)                       GP(       ) 1 1
 CR1236  ELLIP H (05/09/94)   78.21   (m)                       GP(       ) 4 2
 CR1236  ELLIP H (04/21/94)   78.21   (m)                       GP(       ) 3 1
 CR1236  NAD 83(1986)-  32 34 38.38657(N)    095 04 29.67086(W) AD(       ) 1
 CR1236  NAD 27      -  32 34 37.87090(N)    095 04 28.87740(W) AD(       ) 1
 CR1236
 CR1236.Superseded values are not recommended for survey control.
 CR1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1236.See file dsdata.txt to determine how the superseded data were derived.
 CR1236
 CR1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS0523306330(NAD 83)
 CR1236_MARKER: DS = TRIANGULATION STATION DISK
 CR1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1236_SP_SET: CONCRETE POST
 CR1236_STAMPING: WILKINS W BASE 1950 1970
 CR1236_MARK LOGO: CGS   
 CR1236_PROJECTION: FLUSH
 CR1236_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1236+STABILITY: SURFACE MOTION
 CR1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1236+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 CR1236
 CR1236  HISTORY     - Date     Condition        Report By
 CR1236  HISTORY     - 1970     MONUMENTED       CGS
 CR1236  HISTORY     - 1970     GOOD             NGS
 CR1236  HISTORY     - 19930408 GOOD             NGS
 CR1236  HISTORY     - 19941129 GOOD             NGS
 CR1236  HISTORY     - 19970404 GOOD             NGS
 CR1236  HISTORY     - 19980115 SEE DESCRIPTION  NGS
 CR1236  HISTORY     - 19980818 GOOD             TXDOT
 CR1236  HISTORY     - 20060707 GOOD             TXDOT
 CR1236
 CR1236                          STATION DESCRIPTION
 CR1236
 CR1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (LFS)
 CR1236'THE STATION SURFACE MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE
 CR1236'FOUND TO BE DESTROYED.  THE UNDER GROUND STATION MARK AND AZIMUTH
 CR1236'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 CR1236'SURFACE STATION MARK WAS RESET DIRECTLY OVER THE SUB-MARK
 CR1236'AND TWO NEW REFERENCE MARKS WERE SET.
 CR1236'
 CR1236'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 CR1236'10 MILES WEST OF GLADE WATER, 2 MILES EAST OF BIG SANDY,
 CR1236'AT THE SOUTH EDGE OF THE AMBASSADOR COLLEGE GROUNDS, ALONG
 CR1236'THE NORTH SIDE OF U.S. HIGHWAY 80.
 CR1236'
 CR1236'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 155 AND
 CR1236'U.S. HIGHWAY 80 IN BIG SANDY, GO EAST ON U.S. HIGHWAY 80
 CR1236'FOR 2.0 TO STATION ON THE LEFT.
 CR1236'
 CR1236'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK, STAMPED
 CR1236'WILKINS W BASE 1950 1970 IS SET IN A ROUND CONCRETE POST
 CR1236'WHICH IS 6 INCHES BELOW THE SURFACE OF GROUND.  IT IS
 CR1236'64.0 FEET NORTH OF THE HIGHWAY CENTER LINE, 117 FEET EAST
 CR1236'OF THE MOST SOUTHEASTERLY PINE OF A GROUP OF PINE TREES, 35.5
 CR1236'FEET NORTHEAST OF THE EAST END OF A METAL CULVERT, AND 35.5
 CR1236'FEET NORTH OF THE NORTH END OF A CONCRETE CULVERT UNDER THE
 CR1236'HIGHWAY.  THE UNDER GROUND DISK, STAMPED WILKINS W BASE 1950,
 CR1236'IS SET IN AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE
 CR1236'SURFACE OF GROUND.
 CR1236'
 CR1236'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED WILKINS W BASE
 CR1236'1950 NO 3 1970, IS CEMENTED IN A DRILL HOLE IN THE WEST END OF
 CR1236'THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 CR1236'26.5 FEET NORTH OF THE HIGHWAY CENTER LINE, AND 3.5 FEET WEST OF
 CR1236'A METAL POST.
 CR1236'
 CR1236'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED WILKINS W BASE
 CR1236'1950 NO 4 1970, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 CR1236'3 INCHES ABOVE GROUND.  IT IS 46.5 FEET NORTH OF THE HIGHWAY
 CR1236'CENTER LINE, 3 FEET SOUTH OF A 16-INCH PINE TREE, AND 1 FOOT
 CR1236'NORTHWEST OF A METAL WITNESS POST.
 CR1236'
 CR1236'AZIMUTH MARK, A STANDARD DISK, STAMPED WILKINS W BASE 1950,
 CR1236'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 CR1236'GROUND.  IT IS 65 FEET EAST OF A NORTH-SOUTH STREET CENTER
 CR1236'LINE, 32.5 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS,
 CR1236'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 CR1236'
 CR1236'TO REACH AZIMUTH MARK FROM THE POST OFFICE IN BIG SANDY,
 CR1236'GO EAST 0.05 MILE, THENCE SOUTH ACROSS RAILROAD TRACKS TO SECOND
 CR1236'RAILROAD CROSSING AND AZIMUTH MARK ON THE LEFT.
 CR1236'
 CR1236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES EAST.
 CR1236
 CR1236                          STATION RECOVERY (1970)
 CR1236
 CR1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CR1236'RECOVERED IN GOOD CONDITION.
 CR1236
 CR1236                          STATION RECOVERY (1993)
 CR1236
 CR1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CR1236'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) WEST OF LONGVIEW, 14 KM
 CR1236'(8.70 MI) NORTH OF INTERSTATE HIGHWAY 20, 10 KM (6.20 MI)
 CR1236'WEST-NORTHWEST OF GLADEWATER IN OPEN GRASS EAST OF A GROUP OF PINE
 CR1236'TREES JUST SOUTH OF THE AMBASSADOR COLLEGE CAMPUS GROUNDS AND IN THE
 CR1236'RIGHT-OF-WAY.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 CR1236'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 271 AND 80 IN GLADEWATER,
 CR1236'GO WEST-NORTHWEST ON HIGHWAY 80 FOR 3.4 KM (2.10 MI) TO FARM ROAD
 CR1236'2685 ON THE RIGHT.  CONTINUE AHEAD, WEST-NORTHWEST, ON HIGHWAY 80 FOR
 CR1236'2.65 KM (1.65 MI) TO THE ENTRANCE TO THE GLADEWATER MEMORIAL PARK
 CR1236'CEMETERY ON THE RIGHT.  CONTINUE AHEAD, WEST-NORTHWEST, ON HIGHWAY 80
 CR1236'FOR 2.85 KM (1.75 MI) TO A BRIDGE OVER WHITE OAK CREEK.  CONTINUE
 CR1236'AHEAD, WEST-NORTHWEST, ON HIGHWAY 80 FOR 4.28 KM (2.65 MI) TO THE
 CR1236'MAIN ENTRANCE TO THE AMBASSADOR COLLEGE ON THE RIGHT.  CONTINUE
 CR1236'AHEAD, WEST-NORTHWEST, ON HIGHWAY 80 FOR 0.17 KM (0.10 MI) TO THE
 CR1236'STATION ON THE RIGHT.
 CR1236'THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET 20 CM
 CR1236'BELOW THE GROUND.  IT IS 19.4 M (63.6 FT) NORTH-NORTHEAST FROM THE
 CR1236'CENTER OF AND LEVEL WITH HIGHWAY 80, 19.3 M (63.3 FT) SOUTH-SOUTHWEST
 CR1236'FROM A BOARD FENCE, 11.4 M (37.4 FT) NORTH FROM THE TOP OF THE WEST
 CR1236'END OF A 1 M (3.3 FT) SQUARE CONCRETE BOX CULVERT (THE LOCATION OF RM
 CR1236'3), 10.4 M (34.1 FT) SOUTH-SOUTHEAST FROM A 4 M (13.1 FT) TALL WOODEN
 CR1236'CABLE WARNING POST NUMBER TX 18 2831 AND 0.2 M (0.7 FT) SOUTH FROM A
 CR1236'FIBERGLASS WITNESS POST AND A STEEL POST.
 CR1236
 CR1236                          STATION RECOVERY (1994)
 CR1236
 CR1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1236'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) WEST OF LONGVIEW, 14 KM
 CR1236'(8.70 MI) NORTH OF INTERSTATE HIGHWAY 20, 10 KM (6.20 MI)
 CR1236'WEST-NORTHWEST OF GLADEWATER, 3 KM (1.85 MI) EAST OF BIG SANDY, IN
 CR1236'GRASS EAST OF A GROUP OF PINE TREES ON THE SOUTH SIDE OF THE
 CR1236'AMBASSADOR COLLEGE CAMPUS GROUNDS AND IN THE HIGHWAY RIGHT-OF-WAY.
 CR1236'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 CR1236'JUNCTION OF U.S.  HIGHWAY 80 AND STATE HIGHWAY 155 IN BIG SANDY, GO
 CR1236'EAST ON HIGHWAY 80 FOR 3.29 KM (2.05 MI) TO THE STATION ON THE LEFT
 CR1236'0.17 KM (0.10 MI) BEFORE THE MAIN ENTRANCE TO THE COLLEGE.  THE
 CR1236'STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET 20 CM
 CR1236'BELOW THE GROUND.  IT IS 19.4 M (63.6 FT) NORTH-NORTHEAST OF THE
 CR1236'CENTER OF AND, LEVEL WITH HIGHWAY 80, 19.3 SOUTH-SOUTHWEST OF A BOARD
 CR1236'FENCE, 11.4 M (37.4 FT) NORTH OF THE WEST END OF A 1 M (3.3 FT) SQUARE
 CR1236'CONCRETE BOX CULVERT (THE LOCATION OF RM 3) , 10.4 M (34.1 FT)
 CR1236'SOUTH-SOUTHEAST OF 4 M (13.1 FT) TALL WOODEN CABLE WARNING POST NUMBER
 CR1236'18 2831, AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST AND
 CR1236'STEEL FENCE POST.  DESCRIBED BY D.G.  AUG
 CR1236
 CR1236                          STATION RECOVERY (1997)
 CR1236
 CR1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 CR1236'RECOVERED AS DESCRIBED.
 CR1236
 CR1236                          STATION RECOVERY (1998)
 CR1236
 CR1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 CR1236'RECOVERED IN DISTURBED CONDITION.  THE STATION IS FOUND LEANING FIVE
 CR1236'DEGREES TO THE SOUTH.  THE METAL SIGN POST OF RECORD WAS FOUND BEARING
 CR1236'ON THE NORTH EDGE OF THE CONCRETE POST AND WAS REMOVED.  NOTE THAT THE
 CR1236'SOIL IS ALL WASHED SAND OF SEDIMENTARY ORIGIN.  THE 1993 TO REACH IS
 CR1236'VALID.  RM 1 AND RM 2 NOT FOUND AND PRESUMED DESTROYED AS PER 1970
 CR1236'DESCRIPTION.  RM 3 AND RM 4 RECOVERED IN GOOD CONDITION. THE AZIMUTH
 CR1236'MARK IS RECOVERED IN DESTROYED CONDITION WITH THE CONCRETE POST
 CR1236'BROKEN, IN BIG SANDY NORTHEAST FROM THE JUNCTION OF SOUTH PEARL AND
 CR1236'EAST COTTON, AT THE BASE OF A TOWER.  NOTE THAT THE 1970 POST OFFICE
 CR1236'IS NOW THE CITY HALL ON GILMER STREET.  THE STATION IS LOCATED ABOUT
 CR1236'21 KM (13.05 MI) WEST OF LONGVIEW, 14 KM (8.70 MI) NORTH OF INTERSTATE
 CR1236'HIGHWAY 20, 3 KM (1.85 MI) EAST OF BIG SANDY IN A GRASSY AREA EAST OF
 CR1236'A GROUP OF PINE TREES, ON THE SOUTH SIDE OF THE AMBASSADOR COLLEGE
 CR1236'CAMPUS AND IN THE RIGHT OF WAY OF US HIGHWAY 80. OWNERSHIP--TEXAS
 CR1236'DEPARTMENT OF TRANSPORTATION, 11TH AND BRAZOS, AUSTIN TX 78701, PHONE
 CR1236'512-465-7337.  TO REACH THE STATION FROM THE EASTERLY JUNCTION OF US
 CR1236'HIGHWAY 80 (BROADWAY) AND STATE HIGHWAY 155 (TYLER) IN BIG SANDY, GO
 CR1236'EAST ON US HIGHWAY 80 FOR 3.3 KM (2.05 MI) PASSING OVER THE BIG SANDY
 CR1236'CREEK AT 2.6 KM (1.60 MI) TO THE STATION ON LEFT, 0.15 KM (0.10 MI)
 CR1236'WEST FROM THE COLLEGE ENTRANCE DRIVE.* THE MARK IS A CGS TRIANGULATION
 CR1236'DISK IN A 30 CM (12 IN) DIA CONCRETE POST.  THE STATION IS LOCATED
 CR1236'50.9 M (167.0 FT) NORTH-NORTHWEST FROM A TRAIN SIGNAL LIGHT AT
 CR1236'RAILROAD MILE 110.8, 19.4 M (63.6 FT) NORTH-NORTHEAST FROM THE CENTER
 CR1236'OF AND LEVEL WITH US HIGHWAY 80, 19.3 M (63.3 FT) SOUTH-SOUTHWEST FROM
 CR1236'A BOARD FENCE, 11.4 M (37.4 FT) NORTH FROM THE NORTH END OF A CULVERT,
 CR1236'10.4 M (34.1 FT) SOUTH-SOUTHEAST FROM A WOOD POLE PHONE CABLE WARNING
 CR1236'POST NUMBER TX 18 2831, 0.7 M (2.3 FT) EAST FROM A FIBERGLASS NGS
 CR1236'WITNESS POST AND 0.7 M (2.3 FT) WEST FROM A FIBERGLASS NGS WITNESS
 CR1236'POST.  THE MARK IS RECESSED 20 CM BELOW THE GROUND.
 CR1236
 CR1236                          STATION RECOVERY (1998)
 CR1236
 CR1236'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CR1236'STATION, RM 3, AND RM 4 RECOVERED - AZIMUTH MARK NOT SEARCHED FOR.
 CR1236
 CR1236                          STATION RECOVERY (2006)
 CR1236
 CR1236'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2006 (MWD)
 CR1236'THIS MARK IS AT THE INTERNATIONAL ALERT ACADEMY FIELD AIRPORT
 CR1236'(FORMERLY KNOWN AS THE AMBASSADOR FIELD AIRPORT).
 CR1236'IN THE COMPLETE DESCRIPTION OF THE STATION, PLEASE CHANGE THE
 CR1236'AMBASSADOR COLLEGE GROUNDS TO READ INTERNATIONAL ALERT ACADEMY
 CR1236'GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1121 ***********************************************************************
 CU1121  DESIGNATION -  WILKINSON
 CU1121  PID         -  CU1121
 CU1121  STATE/COUNTY-  TX/HOWARD
 CU1121  USGS QUAD   -  KNOTT SW (1966)
 CU1121
 CU1121                         *CURRENT SURVEY CONTROL
 CU1121  ___________________________________________________________________
 CU1121* NAD 83(1993)-  32 20 42.71113(N)    101 40 59.52205(W)     ADJUSTED  
 CU1121* NAVD 88     -       796.     (meters)    2612.     (feet)  SCALED    
 CU1121  ___________________________________________________________________
 CU1121  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CU1121  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CU1121
 CU1121  HORZ ORDER  -  SECOND
 CU1121
 CU1121.The horizontal coordinates were established by classical geodetic methods
 CU1121.and adjusted by the National Geodetic Survey in February 1996..
 CU1121
 CU1121.The orthometric height was scaled from a topographic map.
 CU1121
 CU1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1121
 CU1121.The geoid height was determined by GEOID03.
 CU1121
 CU1121;                    North         East     Units Scale Factor Converg.
 CU1121;SPC TXNC     - 2,079,782.806   300,403.182   MT  0.99994806   -1 44 10.0
 CU1121;SPC TXNC     - 6,823,420.76    985,572.77   sFT  0.99994806   -1 44 10.0
 CU1121;UTM  14      - 3,581,864.284   247,471.745   MT  1.00038647   -1 26 10.8
 CU1121
 CU1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1121!SPC TXNC     -   0.99987895  x   0.99994806  =   0.99982702
 CU1121!UTM  14      -   0.99987895  x   1.00038647  =   1.00026538
 CU1121
 CU1121|---------------------------------------------------------------------|
 CU1121| PID    Reference Object                     Distance      Geod. Az  |
 CU1121|                                                           dddmmss.s |
 CU1121| CH9926 WILKINSON RM 1                       16.293 METERS 11059     |
 CU1121| CU1120 BIG SPRINGS MOBIL CO MICROWAVE      APPROX.10.8 KM 1410645.2 |
 CU1121| CH9927 WILKINSON RM 2                       14.241 METERS 17830     |
 CU1121| CH9925 WILKINSON AZ MK                                    3042915.3 |
 CU1121| CU1147 ACKERLY MUN TANK                    APPROX.20.3 KM 3512302.5 |
 CU1121| CU1145 ACKERLY ATT MICROWAVE               APPROX.18.5 KM 3591951.7 |
 CU1121|---------------------------------------------------------------------|
 CU1121
 CU1121                          SUPERSEDED SURVEY CONTROL
 CU1121
 CU1121  NAD 83(1986)-  32 20 42.71686(N)    101 40 59.51465(W) AD(       ) 2
 CU1121  NAD 27      -  32 20 42.29942(N)    101 40 58.04110(W) AD(       ) 2
 CU1121
 CU1121.Superseded values are not recommended for survey control.
 CU1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1121.See file dsdata.txt to determine how the superseded data were derived.
 CU1121
 CU1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA4747281864(NAD 83)
 CU1121_MARKER: DS = TRIANGULATION STATION DISK
 CU1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1121
 CU1121  HISTORY     - Date     Condition        Report By
 CU1121  HISTORY     - 1968     MONUMENTED       CGS
 CU1121
 CU1121                          STATION DESCRIPTION
 CU1121
 CU1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1121'THE STATION IS LOCATED AIRLINE, ABOUT 13 MILES NORTHWEST OF
 CU1121'BIG SPRING, 12-1/2 MILES SOUTH-SOUTHEAST OF ACKERLY, 5 MILES NORTH
 CU1121'OF STATE HIGHWAY 176, 4 MILES SOUTHWEST OF KNOTT, 3/4 MILE EAST OF
 CU1121'THE MARTIN-HOWARD COUNTY LINE AND ON A LOW GRASSY KNOLL ON
 CU1121'PROPERTY OWNED BY THE WILKINSON RANCH.
 CU1121'
 CU1121'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CU1121'20 AND STATE HIGHWAY 176 AT THE NORTHWEST EDGE OF BIG SPRING, GO
 CU1121'WEST ON STATE HIGHWAY 176 FOR 6.4 MILES TO THE JUNCTION WITH FARM
 CU1121'ROAD 2599 ON THE LEFT, CONTINUE WEST ON STATE HIGHWAY 176 FOR 4.0
 CU1121'MILES TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR
 CU1121'1.1 MILES TO A CATTLE GUARD, CONTINUE NORTH ON THE MAIN ROAD FOR
 CU1121'1.0 MILE TO A CATTLE GUARD ON THE LEFT JUST BEFORE REACHING A
 CU1121'HOUSE ON THE RIGHT, TURN LEFT ACROSS CATTLE GUARD, THEN TURN RIGHT
 CU1121'AND GO NORTH ON A BLADED ROAD FOR 0.1 MILE TO A FORK, TAKE THE
 CU1121'LEFT FORK AND CONTINUE NORTHERLY ON THE MAIN ROAD FOR 1.0 MILE
 CU1121'TO A REVERSE Y FORK, CONTINUE NORTHERLY FOR 0.6 MILE TO A
 CU1121'FORK, TAKE THE LEFT FORK AND CONTINUE NORTHERLY ON THE MAIN ROAD
 CU1121'FOR 0.5 MILE TO A DIM TRACK ROAD RIGHT JUST BEFORE REACHING A
 CU1121'DOUBLE SET OF GATES LEADING INTO A FIELD, TURN RIGHT CROSSING A
 CU1121'WASH, AND GO EAST ON THE DIM TRACK ROAD FOR 0.5 MILE TO THE
 CU1121'REMAINS OF AN OLD FENCE CORNER ON THE LEFT, TURN LEFT AND GO
 CU1121'NORTH ON A DIM TRACK ROAD FOR 1.0 MILE TO A EAST-WEST FENCE LINE,
 CU1121'TURN RIGHT AND GO EAST ON A DIM TRACK ROAD FOR 0.45 MILE TO THE
 CU1121'AZIMUTH MARK ON THE LEFT, BEAR RIGHT AND GO SOUTHEAST ACROSS
 CU1121'COUNTRY FOR 0.25 MILE TO THE HIGHEST POINT OF THE GRASSY KNOLL
 CU1121'AND THE STATION AS DESCRIBED.
 CU1121'
 CU1121'THE STATION MARK IS A STANDARD DISK STAMPED WILKINSON
 CU1121'1968, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 CU1121'2 INCHES.  IT IS 4.3 FEET EAST OF A WITNESS POST.
 CU1121'
 CU1121'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WILKINSON NO 1
 CU1121'1968, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4
 CU1121'INCHES.  IT IS 57.5 FEET EAST OF THE WITNESS POST AND ABOUT
 CU1121'THE SAME ELEVATION AS THE STATION.
 CU1121'
 CU1121'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WILKINSON NO 2
 CU1121'1968, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3
 CU1121'INCHES.  IT IS 49.5 FEET SOUTH OF THE WITNESS POST AND AT ABOUT
 CU1121'THE SAME ELEVATION AS THE STATION.
 CU1121'
 CU1121'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WILKINSON 1968,
 CU1121'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT
 CU1121'IS 3.3 FEET SOUTH OF A FENCE, 3.2 FEET SOUTH OF A WITNESS POST
 CU1121'AND ABOUT 100 FEET NORTH OF THE TRACK ROAD.
 CU1121'
 CU1121'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0584 ***********************************************************************
 AO0584  DESIGNATION -  WILL
 AO0584  PID         -  AO0584
 AO0584  STATE/COUNTY-  TX/LIVE OAK
 AO0584  USGS QUAD   -  GEORGE WEST (1984)
 AO0584
 AO0584                         *CURRENT SURVEY CONTROL
 AO0584  ___________________________________________________________________
 AO0584* NAD 83(1993)-  28 21 40.10303(N)    098 02 20.42051(W)     ADJUSTED  
 AO0584* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 AO0584  ___________________________________________________________________
 AO0584  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AO0584  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AO0584
 AO0584  HORZ ORDER  -  SECOND
 AO0584
 AO0584.The horizontal coordinates were established by classical geodetic methods
 AO0584.and adjusted by the National Geodetic Survey in February 1996..
 AO0584
 AO0584.The orthometric height was scaled from a topographic map.
 AO0584
 AO0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0584
 AO0584.The geoid height was determined by GEOID03.
 AO0584
 AO0584;                    North         East     Units Scale Factor Converg.
 AO0584;SPC TXSC     - 4,058,884.829   694,207.731   MT  1.00000644   +0 28 14.9
 AO0584;SPC TXSC     -13,316,524.64  2,277,579.86   sFT  1.00000644   +0 28 14.9
 AO0584;UTM  14      - 3,137,583.902   594,172.941   MT  0.99970945   +0 27 23.5
 AO0584
 AO0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0584!SPC TXSC     -   0.99999284  x   1.00000644  =   0.99999928
 AO0584!UTM  14      -   0.99999284  x   0.99970945  =   0.99970229
 AO0584
 AO0584:                Primary Azimuth Mark                     Grid Az
 AO0584:SPC TXSC     -  FRIEDLE                                  004 44 08.2
 AO0584:UTM  14      -  FRIEDLE                                  004 44 59.6
 AO0584
 AO0584|---------------------------------------------------------------------|
 AO0584| PID    Reference Object                     Distance      Geod. Az  |
 AO0584|                                                           dddmmss.s |
 AO0584| AO0581 FRIEDLE                             APPROX.12.4 KM 0051223.1 |
 AO0584| AO0583 WILLIAM USGS 1953                   138.311 METERS 03231     |
 AO0584| CV5832 WILL RM 1                            24.885 METERS 08557     |
 AO0584| AO0582 GEORGE WEST MUNICIPAL TANK          APPROX. 8.6 KM 2465930.9 |
 AO0584| CV5833 WILL RM 2                            21.318 METERS 27618     |
 AO0584| CV5831 WILL AZ MK                                         2951307.7 |
 AO0584|---------------------------------------------------------------------|
 AO0584
 AO0584                          SUPERSEDED SURVEY CONTROL
 AO0584
 AO0584  NAD 83(1986)-  28 21 40.10894(N)    098 02 20.40013(W) AD(       ) 2
 AO0584  NAD 27      -  28 21 39.11200(N)    098 02 19.38700(W) AD(       ) 2
 AO0584
 AO0584.Superseded values are not recommended for survey control.
 AO0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0584.See file dsdata.txt to determine how the superseded data were derived.
 AO0584
 AO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9417337584(NAD 83)
 AO0584_MARKER: DS = TRIANGULATION STATION DISK
 AO0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0584
 AO0584  HISTORY     - Date     Condition        Report By
 AO0584  HISTORY     - 1953     MONUMENTED       CGS
 AO0584  HISTORY     - 1963     GOOD             CGS
 AO0584
 AO0584                          STATION DESCRIPTION
 AO0584
 AO0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0584'THE STATION IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF GEORGE
 AO0584'WEST AND 1.7 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY
 AO0584'9 AND STATE HIGHWAY 202.
 AO0584'
 AO0584'TO REACH FROM THE POST OFFICE IN GEORGE WEST, GO EASTERLY
 AO0584'ON STATE HIGHWAY 202 FOR 5.5 MILES TO THE POINT THAT STATE
 AO0584'HIGHWAY 202 CROSSES STATE HIGHWAY 9.  TURN LEFT ON STATE
 AO0584'HIGHWAY 9 AND GO NORTHWESTERLY FOR 1.7 MILES TO A SIDE
 AO0584'ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 MILE TO
 AO0584'A FENCE CORNER.  TURN RIGHT, GO SOUTHEAST 0.05 MILE TO
 AO0584'THE WEST END OF TWO DEEP TRENCHES AND THE STATION SITE.
 AO0584'
 AO0584'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AO0584'POSTS.
 AO0584'
 AO0584'THE STATION MARK IS STAMPED WILL 1953, AND IT PROJECTS 2
 AO0584'INCHES.  THE MARK IS LOCATED ABOUT 0.1 MILE SOUTHWEST OF
 AO0584'A FARM HOUSE.  52 FEET NORTHWEST OF THE WEST END OF A DEEP
 AO0584'TRENCH.  17 FEET EAST OF A FENCE LINE.  AND 15 FEET EAST
 AO0584'OF A WHITE WITNESS POST.
 AO0584'
 AO0584'REFERENCE MARK NO. 1 IS STAMPED WILL NO 1 1953, AND IT PROJECTS
 AO0584'3 INCHES.  THE MARK IS LOCATED 30 FEET SOUTHWEST OF THE WEST
 AO0584'END OF A DEEP TRENCH AND 4 FEET EAST OF A FENCE LINE.
 AO0584'
 AO0584'REFERENCE MARK NO. 2 IS STAMPED WILL NO 2 1953, AND IT PROJECTS
 AO0584'3 INCHES.  THE MARK IS LOCATED 1 FOOT EAST OF A FENCE LINE.
 AO0584'
 AO0584'THE AZIMUTH MARK IS STAMPED WILL 1953, AND IT PROJECTS 3
 AO0584'INCHES.  THE MARK IS LOCATED 0.4 MILE WEST OF THE STATION.
 AO0584'60 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 9.
 AO0584'7 FEET NORTHWEST OF A POWER LINE POLE.  2 FEET NORTHEAST
 AO0584'OF A FENCE CORNER.  AND 1 FOOT SOUTHEAST OF A WHITE WITNESS
 AO0584'POST.
 AO0584'
 AO0584'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO STATE
 AO0584'HIGHWAY 9.  TURN RIGHT ON STATE HIGHWAY 9 AND GO 0.3 MILE
 AO0584'TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT, SOUTHWEST
 AO0584'SIDE OF THE HIGHWAY.
 AO0584'
 AO0584'A TRAVERSE CONNECTION WAS MADE FROM THIS STATION TO WILLIAMS
 AO0584'(USGS).  THE DISTANCE AND DIRECTION IS SHOWN ABOVE.  THE
 AO0584'BENCH MARK IS STAMPED 1952 241 WILLIAMS.
 AO0584'
 AO0584'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AO0584
 AO0584                          STATION RECOVERY (1963)
 AO0584
 AO0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AO0584'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AO0584'AS DESCRIBED.
 AO0584'
 AO0584'AZIMUTH MARK WAS NOT RECOVERED.
 AO0584'
 AO0584'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6796 ***********************************************************************
 AW6796  DESIGNATION -  WILL
 AW6796  PID         -  AW6796
 AW6796  STATE/COUNTY-  TX/BRAZORIA
 AW6796  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6796
 AW6796                         *CURRENT SURVEY CONTROL
 AW6796  ___________________________________________________________________
 AW6796* NAD 83(1993)-  29 00 43.14685(N)    095 12 30.47505(W)     ADJUSTED  
 AW6796* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6796  ___________________________________________________________________
 AW6796  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AW6796  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AW6796
 AW6796  HORZ ORDER  -  SECOND
 AW6796
 AW6796.The horizontal coordinates were established by classical geodetic methods
 AW6796.and adjusted by the National Geodetic Survey in February 1996..
 AW6796
 AW6796.The orthometric height was scaled from a topographic map.
 AW6796
 AW6796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6796
 AW6796.The geoid height was determined by GEOID03.
 AW6796
 AW6796;                    North         East     Units Scale Factor Converg.
 AW6796;SPC TXSC     - 4,136,613.187   969,290.988   MT  0.99987902   +1 51 27.1
 AW6796;SPC TXSC     -13,571,538.43  3,180,082.18   sFT  0.99987902   +1 51 27.1
 AW6796;UTM  15      - 3,211,324.733   284,892.035   MT  1.00017103   -1 04 17.4
 AW6796
 AW6796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6796!SPC TXSC     -   1.00000384  x   0.99987902  =   0.99988286
 AW6796!UTM  15      -   1.00000384  x   1.00017103  =   1.00017487
 AW6796
 AW6796:                Primary Azimuth Mark                     Grid Az
 AW6796:SPC TXSC     -  SKEET RESET                              228 10 50.9
 AW6796:UTM  15      -  SKEET RESET                              231 06 35.4
 AW6796
 AW6796|---------------------------------------------------------------------|
 AW6796| PID    Reference Object                     Distance      Geod. Az  |
 AW6796|                                                           dddmmss.s |
 AW6796| AM0417 SKEET RESET                         APPROX. 5.6 KM 2300218.0 |
 AW6796| AW6813 WILL 1933 RM 2                       25.613 METERS 26951     |
 AW6796| CV7951 WILL RM 1                            27.030 METERS 35625     |
 AW6796|---------------------------------------------------------------------|
 AW6796
 AW6796                          SUPERSEDED SURVEY CONTROL
 AW6796
 AW6796  NAD 83(1986)-  29 00 43.15634(N)    095 12 30.45536(W) AD(       ) 2
 AW6796  NAD 27      -  29 00 42.27500(N)    095 12 29.69700(W) AD(       ) 2
 AW6796
 AW6796.Superseded values are not recommended for survey control.
 AW6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6796.See file dsdata.txt to determine how the superseded data were derived.
 AW6796
 AW6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8489211325(NAD 83)
 AW6796_MARKER: DD = SURVEY DISK
 AW6796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6796
 AW6796  HISTORY     - Date     Condition        Report By
 AW6796  HISTORY     - 1933     MONUMENTED       CGS
 AW6796  HISTORY     - 1954     GOOD             WESGEO
 AW6796  HISTORY     - 1960     GOOD             CGS
 AW6796  HISTORY     - 1963     MARK NOT FOUND   CGS
 AW6796  HISTORY     - 1965     MARK NOT FOUND   CGS
 AW6796  HISTORY     - 1965     MARK NOT FOUND   CGS
 AW6796  HISTORY     - 1966     GOOD             LOCSUR
 AW6796  HISTORY     - 1977     MARK NOT FOUND   NGS
 AW6796  HISTORY     - 1979     MARK NOT FOUND   NGS
 AW6796
 AW6796                          STATION DESCRIPTION
 AW6796
 AW6796'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6796'STATION IS ON THE SHORE OF THE GULF OF MEXICO, ABOUT 9-1/2
 AW6796'MILES NE OF FREEPORT, ABOUT 7 MILES SW OF SAN LUIS PASS,
 AW6796'ABOUT 0.9 MILE S OF RATTLESNAKE POINT.  IT IS LOCATED ON THE
 AW6796'SAND RIDGE 125 METERS NW OF THE SHORELINE OF THE GULF OF
 AW6796'MEXICO AND 3 METERS N OF THE U.S. COAST GUARD TELEPHONE LINE.
 AW6796'
 AW6796'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW6796'SET IN CONCRETE.
 AW6796'
 AW6796'THE FOLLOWING MAGNETIC AZIMUTHS ARE GIVEN--SMALL SHACK S OF
 AW6796'ARCADIA REEF, N 05 DEG E.  WRECKAGE 10 METERS OFFSHORE IN THE GULF
 AW6796'OF MEXICO (2 MILES NE OF THE STATION), N 53 DEG E.  BEACON NO. 11,
 AW6796'OYSTER BAY, N 14 DEG 30 MIN W.
 AW6796'
 AW6796'HEIGHT OF LIGHT ABOVE STATION MARK - 6.1 METERS.
 AW6796
 AW6796                          STATION RECOVERY (1954)
 AW6796
 AW6796'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 AW6796'STATION RECOVERED.  REFERENCE MARKS WERE NOT.  STATION IS
 AW6796'FLUSH WITH THE GROUND.  WILL SOON BE COVERED WITH SAND.  ADD
 AW6796'TO DESCRIPTION--
 AW6796'
 AW6796'STATION IS APPROXIMATELY 500 FT. SW OF THE ROAD TO PRINCE
 AW6796'EMPLOYEES RECREATION GROUNDS.  ROAD IS SECOND ONE GOING NE
 AW6796'FROM FREEPORT UP BEACH.
 AW6796'
 AW6796'A 2- BY 2-IN. POST 8 FT. LONG WAS SET BESIDE THIS STATION
 AW6796'TO MARK LOCATION.
 AW6796
 AW6796                          STATION RECOVERY (1960)
 AW6796
 AW6796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6796'STATION RECOVERED IN GOOD CONDITION.  THE RMS COULD NOT BE
 AW6796'FOUND.  IT IS BELIEVED THAT THEY HAVE BEEN COVERED BY SHIFTING
 AW6796'SAND.  RM 3 WAS ESTABLISHED.  REVISED DESCRIPTION FOLLOWS.
 AW6796'LOCATED ON THE GULF BEACH ABOUT 9.5 MILES NORTHEAST OF FREEPORT,
 AW6796'ABOUT 7.0 MILES SOUTHWEST OF SAN LUIS PASS AND 0.7 MILES
 AW6796'SOUTH OF RATTLESNAKE POINT.  STATION IS 760 FEET SOUTHWEST OF
 AW6796'A SAND TRAIL RUNNING NORTHWEST FROM THE BEACH, 321 FEET
 AW6796'SOUTHEAST OF THE CENTERLINE OF A SHELL ROAD, 118 FEET
 AW6796'NORTHWEST OF THE GRASSLINE ALONG THE BEACH AND 1.5 FEET FROM A
 AW6796'METAL WITNESS POST WITH WHITE SIGN ATTACHED.  A STANDARD DISK
 AW6796'STAMPED WILL 1933 IN TOP OF A CONCRETE MONUMENT WHICH IS
 AW6796'FLUSH WITH THE SAND.
 AW6796'
 AW6796'RM 3 IS 76.7 FEET NORTHEAST OF THE STATION ON A LOW MOUND.
 AW6796'A STANDARD DISK STAMPED WILL NO. 3 1933 IN TOP OF A ROUND
 AW6796'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 AW6796'
 AW6796'THE FOLLOWING DISTANCES AND DIRECTIONS WERE OBSERVED.
 AW6796
 AW6796                          STATION RECOVERY (1963)
 AW6796
 AW6796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW6796'STATION MARKS NOT RECOVERED.  REFERENCE MARKS 1 AND 2 WAS
 AW6796'RECOVERED.  REFERENCE MARK 3 WAS NOT RECOVERED.
 AW6796'
 AW6796'REFERENCE MARK 1 STAMPED WILL NO 1 1933 IS SITUATED APPROXIMATELY
 AW6796'ON THE PRESENT HIGH-WATER LINE AND FLUSH WITH THE BEACH SAND
 AW6796'SURFACE.  THE MARK IS IN GOOD CONDITION AND APPARENTLY UNDISTURBED.
 AW6796'
 AW6796'REFERENCE MARK 2 STAMPED WILL NO 2 1933 IS SITUATED ON THE
 AW6796'BEACH AND PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE.  THE MARK
 AW6796'IS LEANING VERY SLIGHTLY.
 AW6796'
 AW6796'A THOROUGH INVESTIGATION WAS MADE FOR RECOVERY OF THE UNDERGROUND
 AW6796'STATION MARK TO A DEPTH OF 4 FEET.  THE SURFACE AND UNDERGROUND
 AW6796'MARKS WERE PROBABLY WASHED AWAY DURING THE STORM IN 1961.
 AW6796
 AW6796                          STATION RECOVERY (1965)
 AW6796
 AW6796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 AW6796'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 3 WERE SEARCHED
 AW6796'FOR BUT NOT FOUND.  REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND
 AW6796'TO BE IN AN UPRIGHT POSITION BUT IS PROJECTING ABOUT 2 FEET
 AW6796'ABOVE THE GROUND.  IT IS BELIEVED THAT REFERENCE MARK NO. 2
 AW6796'IS NOT IN PLACE AS THE SAND DUNES HAVE BEEN PUSHED INLAND
 AW6796'AND THE MARK SETS IN THE FLAT PART OF THE BEACH NEAR THE
 AW6796'BASE OF THE SAND DUNES ON THE SEAWARD SIDE.  IT IS SUGGESTED
 AW6796'THAT THIS STATION BE CONSIDERED AS LOST.
 AW6796
 AW6796                          STATION RECOVERY (1965)
 AW6796
 AW6796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AGW)
 AW6796'STATION AND RM 1 WERE NOT RECOVERED.  RM 2 WAS RECOVERED
 AW6796'IN GOOD CONDITION.  SOME BEACH EROSION HAS OCCURRED.  TOP OF RM 2 IS
 AW6796'PLUS OR MINUS 14 IN ABOVE PRESENT BEACH LEVEL.
 AW6796
 AW6796                          STATION RECOVERY (1966)
 AW6796
 AW6796'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 AW6796'STATION RECOVERED BY J.E. CHANCE AND ASSOC.
 AW6796'
 AW6796'STATION RECOVERED.
 AW6796
 AW6796                          STATION RECOVERY (1977)
 AW6796
 AW6796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW6796'THE AREA WAS SEARCHED BUT THE STATION WAS NOT RECOVERED.  THIS AREA
 AW6796'OF THE BEACH HAS BEEN REPORTED ERODING AT THE RATE OF ABOUT 5 FEET
 AW6796'PER YEAR, STATION MARK AND REFERENCE MARKS WOULD BE IN THE GULF
 AW6796'NOW.  NO TRACE OF THE STATION WAS FOUND AT THIS TIME.
 AW6796'
 AW6796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9-1/2 MILES
 AW6796'NORTHEAST OF FREEPORT.
 AW6796
 AW6796                          STATION RECOVERY (1979)
 AW6796
 AW6796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW6796'STATION MARK AND REFERENCE MARK NO 1 COULD NOT BE FOUND AND ARE
 AW6796'PRESUMED TO HAVE BEEN DESTROYED.
 AW6796'
 AW6796'REFERENCE MARK 2 RECOVERED IN APPARENT GOOD CONDITION.  IT IS NOW
 AW6796'FLUSH WITH THE GROUND, 105 FT NW OF GRASSLINE ALONG THE BEACH, AND
 AW6796'ABOUT 231 FEET NW OF THE MHWL.
 AW6796'
 AW6796'TO REACH FROM THE INTERSECTION OF TEXAS HIGHWAY 332 AND COUNTY
 AW6796'HIGHWAY 257, GO NORTHEAST ON COUNTY HIGHWAY 257 FOR 6.5 MILES TO
 AW6796'STATION ON THE RIGHT.
 AW6796'
 AW6796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NE OF
 AW6796'FREEPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6813 ***********************************************************************
 AW6813  DESIGNATION -  WILL 1933 RM 2
 AW6813  PID         -  AW6813
 AW6813  STATE/COUNTY-  TX/BRAZORIA
 AW6813  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6813
 AW6813                         *CURRENT SURVEY CONTROL
 AW6813  ___________________________________________________________________
 AW6813* NAD 83(1993)-  29 00 43.14470(N)    095 12 31.42145(W)     ADJUSTED  
 AW6813* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6813  ___________________________________________________________________
 AW6813  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AW6813  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AW6813
 AW6813  HORZ ORDER  -  THIRD
 AW6813
 AW6813.The horizontal coordinates were established by classical geodetic methods
 AW6813.and adjusted by the National Geodetic Survey in February 1996..
 AW6813
 AW6813.The orthometric height was scaled from a topographic map.
 AW6813
 AW6813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6813
 AW6813.The geoid height was determined by GEOID03.
 AW6813
 AW6813;                    North         East     Units Scale Factor Converg.
 AW6813;SPC TXSC     - 4,136,612.290   969,265.394   MT  0.99987902   +1 51 26.6
 AW6813;SPC TXSC     -13,571,535.49  3,179,998.21   sFT  0.99987902   +1 51 26.6
 AW6813;UTM  15      - 3,211,325.146   284,866.422   MT  1.00017116   -1 04 17.9
 AW6813
 AW6813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6813!SPC TXSC     -   1.00000384  x   0.99987902  =   0.99988286
 AW6813!UTM  15      -   1.00000384  x   1.00017116  =   1.00017500
 AW6813
 AW6813                          SUPERSEDED SURVEY CONTROL
 AW6813
 AW6813  NAD 83(1986)-  29 00 43.15419(N)    095 12 31.40172(W) AD(       ) 3
 AW6813  NAD 27      -  29 00 42.27287(N)    095 12 30.64405(W) AD(       ) 3
 AW6813
 AW6813.Superseded values are not recommended for survey control.
 AW6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6813.See file dsdata.txt to determine how the superseded data were derived.
 AW6813
 AW6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8486611325(NAD 83)
 AW6813_MARKER: DD = SURVEY DISK
 AW6813_SETTING: 0 = UNSPECIFIED SETTING
 AW6813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6813
 AW6813  HISTORY     - Date     Condition        Report By
 AW6813  HISTORY     - 1933     MONUMENTED       CGS
 AW6813  HISTORY     - 1963     GOOD             CGS
 AW6813  HISTORY     - 1966     GOOD             CHANCE
 AW6813  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6813  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6813
 AW6813                          STATION DESCRIPTION
 AW6813
 AW6813'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6813'STATION IS ON THE SHORE OF THE GULF OF MEXICO, ABOUT 9-1/2
 AW6813'MILES NE OF FREEPORT, ABOUT 7 MILES SW OF SAN LUIS PASS,
 AW6813'ABOUT 0.9 MILE S OF RATTLESNAKE POINT.  IT IS LOCATED ON THE
 AW6813'SAND RIDGE 125 METERS NW OF THE SHORELINE OF THE GULF OF
 AW6813'MEXICO AND 3 METERS N OF THE U.S. COAST GUARD TELEPHONE LINE.
 AW6813
 AW6813                          STATION RECOVERY (1963)
 AW6813
 AW6813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW6813'REFERENCE MARK 2 WAS RECOVERED.
 AW6813'
 AW6813'REFERENCE MARK 2 STAMPED WILL NO 2 1933 IS SITUATED ON THE
 AW6813'BEACH AND PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE.  THE MARK
 AW6813'IS LEANING VERY SLIGHTLY.
 AW6813
 AW6813                          STATION RECOVERY (1966)
 AW6813
 AW6813'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1966
 AW6813'STATION RECOVERED
 AW6813
 AW6813                          STATION RECOVERY (2004)
 AW6813
 AW6813'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6813'GO TO N 29 01 04.5  W 095 12 03.8
 AW6813
 AW6813                          STATION RECOVERY (2005)
 AW6813
 AW6813'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2254 ***********************************************************************
 AN2254  DESIGNATION -  WILLIAM SELLS HOUSE CUPOLA
 AN2254  PID         -  AN2254
 AN2254  STATE/COUNTY-  TX/CALHOUN
 AN2254  USGS QUAD   -  OLIVIA (1995)
 AN2254
 AN2254                         *CURRENT SURVEY CONTROL
 AN2254  ___________________________________________________________________
 AN2254* NAD 83(1993)-  28 42 49.14001(N)    096 24 34.98638(W)     ADJUSTED  
 AN2254* NAVD 88     -                                                        
 AN2254  ___________________________________________________________________
 AN2254  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AN2254  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN2254
 AN2254  HORZ ORDER  -  THIRD
 AN2254
 AN2254.The horizontal coordinates were established by classical geodetic methods
 AN2254.and adjusted by the National Geodetic Survey in February 1996..
 AN2254
 AN2254
 AN2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2254
 AN2254.The geoid height was determined by GEOID03.
 AN2254
 AN2254;                    North         East     Units Scale Factor Converg.
 AN2254;SPC TXSC     - 4,100,366.715   853,046.140   MT  0.99992159   +1 16 08.4
 AN2254;SPC TXSC     -13,452,619.80  2,798,702.21   sFT  0.99992159   +1 16 08.4
 AN2254;UTM  14      - 3,179,010.276   753,032.177   MT  1.00039020   +1 14 42.4
 AN2254
 AN2254                          SUPERSEDED SURVEY CONTROL
 AN2254
 AN2254  NAD 83(1986)-  28 42 49.14918(N)    096 24 34.96586(W) AD(       ) 4
 AN2254  NAD 27      -  28 42 48.17000(N)    096 24 34.07000(W) AD(       ) 3
 AN2254
 AN2254.Superseded values are not recommended for survey control.
 AN2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2254.See file dsdata.txt to determine how the superseded data were derived.
 AN2254
 AN2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5303279010(NAD 83)
 AN2254_MARKER: 86 = CUPOLA
 AN2254
 AN2254  HISTORY     - Date     Condition        Report By
 AN2254  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2254
 AN2254                          STATION DESCRIPTION
 AN2254
 AN2254'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0583 ***********************************************************************
 AO0583  DESIGNATION -  WILLIAM USGS 1953
 AO0583  PID         -  AO0583
 AO0583  STATE/COUNTY-  TX/LIVE OAK
 AO0583  USGS QUAD   -  GEORGE WEST (1984)
 AO0583
 AO0583                         *CURRENT SURVEY CONTROL
 AO0583  ___________________________________________________________________
 AO0583* NAD 83(1993)-  28 21 43.89160(N)    098 02 17.69035(W)     ADJUSTED  
 AO0583* NAVD 88     -        73.57   (+/-2cm)     241.4    (feet)  VERTCON   
 AO0583  ___________________________________________________________________
 AO0583  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AO0583  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AO0583
 AO0583  HORZ ORDER  -  SECOND
 AO0583  VERT ORDER  -  THIRD ? (See Below)
 AO0583
 AO0583.The horizontal coordinates were established by classical geodetic methods
 AO0583.and adjusted by the National Geodetic Survey in February 1996..
 AO0583
 AO0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0583.The vertical order pertains to the NGVD 29 superseded value.
 AO0583
 AO0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0583
 AO0583.The geoid height was determined by GEOID03.
 AO0583
 AO0583;                    North         East     Units Scale Factor Converg.
 AO0583;SPC TXSC     - 4,059,002.067   694,281.115   MT  1.00000614   +0 28 16.2
 AO0583;SPC TXSC     -13,316,909.28  2,277,820.62   sFT  1.00000614   +0 28 16.2
 AO0583;UTM  14      - 3,137,701.088   594,246.333   MT  0.99970962   +0 27 24.9
 AO0583
 AO0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0583!SPC TXSC     -   0.99999260  x   1.00000614  =   0.99999874
 AO0583!UTM  14      -   0.99999260  x   0.99970962  =   0.99970222
 AO0583
 AO0583                          SUPERSEDED SURVEY CONTROL
 AO0583
 AO0583  NAD 83(1986)-  28 21 43.89750(N)    098 02 17.66999(W) AD(       ) 2
 AO0583  NAD 27      -  28 21 42.90100(N)    098 02 16.65700(W) AD(       ) 2
 AO0583  NGVD 29 (07/19/86)   73.55   (m)          241.3    (f) LEVELING    3  
 AO0583
 AO0583.Superseded values are not recommended for survey control.
 AO0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0583.See file dsdata.txt to determine how the superseded data were derived.
 AO0583
 AO0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9424637701(NAD 83)
 AO0583_MARKER: DB = BENCH MARK DISK
 AO0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0583+STABILITY: SURFACE MOTION
 AO0583
 AO0583  HISTORY     - Date     Condition        Report By
 AO0583  HISTORY     - 1953     MONUMENTED       USGS
 AO0583
 AO0583                          STATION DESCRIPTION
 AO0583
 AO0583'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 AO0583'LOCATED ABOUT 5 MILES EAST-NORTHEAST OF GEORGE WEST, 7.5
 AO0583'MILES SOUTH-SOUTHEAST OF OAKVILLE AND 1.7 MILES NORTH OF
 AO0583'THE JUNCTION OF STATE HIGHWAYS NO. 9 AND NO. 202, ON LAND
 AO0583'OWNED AND OCCUPIED BY MR. W.P. WILLIAMS.
 AO0583'
 AO0583'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED,
 AO0583'WILLIAMS 241 1952 SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 AO0583'POST FLUSH WITH THE GROUND.  IT IS ON THE HIGHEST POINT OF
 AO0583'GROUND WITHIN THE BARN LOT.  ABOUT 47 FEET NORTHWEST OF
 AO0583'CENTER OF THE HIGHEST AND SMALLER ONE OF TWO CONCRETE WATER
 AO0583'STORAGE TANKS.  202 FEET SOUTHWEST OF A GATE AT THE NORTHWEST
 AO0583'CORNER OF CONCRETE LINED PIG POOL AND ABOUT 111 FEET NORTHWEST
 AO0583'OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK FARM BUILDING.
 AO0583'
 AO0583'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AO0583'WILL 1953.  DISTANCE--138.310 METERS (453.77 FEET).  BEARING--S 32
 AO0583'DEG 31 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2595 ***********************************************************************
 AX2595  DESIGNATION -  WILLIAMS
 AX2595  PID         -  AX2595
 AX2595  STATE/COUNTY-  TX/BASTROP
 AX2595  USGS QUAD   -  ROSANKY (1981)
 AX2595
 AX2595                         *CURRENT SURVEY CONTROL
 AX2595  ___________________________________________________________________
 AX2595* NAD 83(1993)-  29 54 17.32891(N)    097 16 50.89567(W)     ADJUSTED  
 AX2595* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 AX2595  ___________________________________________________________________
 AX2595  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AX2595  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX2595
 AX2595  HORZ ORDER  -  THIRD
 AX2595
 AX2595.The horizontal coordinates were established by classical geodetic methods
 AX2595.and adjusted by the National Geodetic Survey in February 1996..
 AX2595
 AX2595.The orthometric height was scaled from a topographic map.
 AX2595
 AX2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2595
 AX2595.The geoid height was determined by GEOID03.
 AX2595
 AX2595;                    North         East     Units Scale Factor Converg.
 AX2595;SPC TX C     - 3,030,445.953   994,789.498   MT  1.00006329   +1 34 20.0
 AX2595;SPC TX C     - 9,942,388.10  3,263,738.54   sFT  1.00006329   +1 34 20.0
 AX2595;SPC TXSC     - 4,230,798.538   766,016.371   MT  0.99991256   +0 50 32.1
 AX2595;SPC TXSC     -13,880,544.87  2,513,172.04   sFT  0.99991256   +0 50 32.1
 AX2595;UTM  14      - 3,309,479.761   665,983.072   MT  0.99993992   +0 51 26.3
 AX2595
 AX2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2595!SPC TX C     -   0.99997647  x   1.00006329  =   1.00003976
 AX2595!SPC TXSC     -   0.99997647  x   0.99991256  =   0.99988903
 AX2595!UTM  14      -   0.99997647  x   0.99993992  =   0.99991639
 AX2595
 AX2595:                Primary Azimuth Mark                     Grid Az
 AX2595:SPC TX C     -  SCOBY                                    208 26 02.0
 AX2595:SPC TXSC     -  SCOBY                                    209 09 49.9
 AX2595:UTM  14      -  SCOBY                                    209 08 55.7
 AX2595
 AX2595|---------------------------------------------------------------------|
 AX2595| PID    Reference Object                     Distance      Geod. Az  |
 AX2595|                                                           dddmmss.s |
 AX2595| AX2596 SCOBY                               APPROX. 8.9 KM 2100022.0 |
 AX2595|---------------------------------------------------------------------|
 AX2595
 AX2595                          SUPERSEDED SURVEY CONTROL
 AX2595
 AX2595  NAD 83(1986)-  29 54 17.34263(N)    097 16 50.88083(W) AD(       ) 3
 AX2595  NAD 27      -  29 54 16.54208(N)    097 16 49.91446(W) AD(       ) 3
 AX2595
 AX2595.Superseded values are not recommended for survey control.
 AX2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2595.See file dsdata.txt to determine how the superseded data were derived.
 AX2595
 AX2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6598309480(NAD 83)
 AX2595
 AX2595  HISTORY     - Date     Condition        Report By
 AX2595  HISTORY     - UNK      MONUMENTED
 AX2595  HISTORY     - 1963     SEE DESCRIPTION  USGS
 AX2595
 AX2595                          STATION DESCRIPTION
 AX2595
 AX2595'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2595'RECOVERED AND REDESCRIBED AS FOLLOWS
 AX2595'
 AX2595'LOCATED 2 MI. SE. FROM ROSANKY, ON S. END OF HEAVILY WOODED RIDGE,
 AX2595'600 FT. NE. OF NEWLY PAVED RD., AND ABOUT 300 FT. N. FROM A DEAD OAK
 AX2595'TREE WITH LARGE BLAZED TRIANGLE LOCATED AT EDGE OF OLD RD. SCAR.
 AX2595'
 AX2595'FROM ROSANKY GENERAL STORE, GO E. 0.5 MI., THENCE S. 1.4 MI. TO Y-RD.
 AX2595'JUNCTION, CONTINUE SE. 0.7 MI. TO RED CLOTH ON FENCE TO NE.  WALK 300
 AX2595'FT. NE. TO BLAZED TREE AND STATION AS DESCRIBED.
 AX2595'
 AX2595'STATION MARK--BRONZE CAP, UNSTAMPED, ON 3-1/2 IN. IRON PIPE PROJECTING
 AX2595'1 FT. (PIPE IS NEARLY RUSTED THROUGH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6736 ***********************************************************************
 AW6736  DESIGNATION -  WILLIAMS
 AW6736  PID         -  AW6736
 AW6736  STATE/COUNTY-  TX/HARRIS
 AW6736  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6736
 AW6736                         *CURRENT SURVEY CONTROL
 AW6736  ___________________________________________________________________
 AW6736* NAD 83(1993)-  29 51 11.18385(N)    095 25 32.70120(W)     ADJUSTED  
 AW6736* NAVD 88     -        25.7    (meters)      84.     (feet)  VERTCON   
 AW6736  ___________________________________________________________________
 AW6736  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6736  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW6736
 AW6736  HORZ ORDER  -  FIRST
 AW6736
 AW6736.The horizontal coordinates were established by classical geodetic methods
 AW6736.and adjusted by the National Geodetic Survey in February 1996..
 AW6736
 AW6736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6736
 AW6736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6736
 AW6736.The geoid height was determined by GEOID03.
 AW6736
 AW6736;                    North         East     Units Scale Factor Converg.
 AW6736;SPC TXSC     - 4,229,123.787   945,285.914   MT  0.99990401   +1 45 03.9
 AW6736;SPC TXSC     -13,875,050.29  3,101,325.54   sFT  0.99990401   +1 45 03.9
 AW6736;UTM  15      - 3,304,978.775   265,662.629   MT  1.00027758   -1 12 28.9
 AW6736
 AW6736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6736!SPC TXSC     -   1.00000029  x   0.99990401  =   0.99990430
 AW6736!UTM  15      -   1.00000029  x   1.00027758  =   1.00027787
 AW6736
 AW6736:                Primary Azimuth Mark                     Grid Az
 AW6736:SPC TXSC     -  WILLIAMS RM 3                            090 30 48.1
 AW6736:UTM  15      -  WILLIAMS RM 3                            093 28 20.9
 AW6736
 AW6736|---------------------------------------------------------------------|
 AW6736| PID    Reference Object                     Distance      Geod. Az  |
 AW6736|                                                           dddmmss.s |
 AW6736| CV7954 WILLIAMS RM 3                                      0921552.0 |
 AW6736| CV7952 WILLIAMS RM 1                        26.140 METERS 13321     |
 AW6736| CV7953 WILLIAMS RM 2                        28.164 METERS 31313     |
 AW6736|---------------------------------------------------------------------|
 AW6736
 AW6736                          SUPERSEDED SURVEY CONTROL
 AW6736
 AW6736  NAD 83(1986)-  29 51 11.19848(N)    095 25 32.68263(W) AD(       ) 1
 AW6736  NAD 27      -  29 51 10.38671(N)    095 25 31.90155(W) AD(       ) 1
 AW6736  NGVD 29 (07/19/86)   25.7    (m)           84.     (f) VERT ANG       
 AW6736
 AW6736.Superseded values are not recommended for survey control.
 AW6736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6736.See file dsdata.txt to determine how the superseded data were derived.
 AW6736
 AW6736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6566304979(NAD 83)
 AW6736_MARKER: DS = TRIANGULATION STATION DISK
 AW6736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6736
 AW6736  HISTORY     - Date     Condition        Report By
 AW6736  HISTORY     - 1968     MONUMENTED       CGS
 AW6736
 AW6736                          STATION DESCRIPTION
 AW6736
 AW6736'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6736'THE STATION IS LOCATED ON THE GROUNDS OF THE M.C. WILLIAMS
 AW6736'JUNIOR-SENIOR HIGH SCHOOL WHICH IS AT 6100 KNOX STREET, HOUSTON.
 AW6736'
 AW6736'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 610 (NORTH
 AW6736'LOOP) AND NORTH SHEPHERD ROAD (STATE SPUR 261), GO NORTH ON NORTH
 AW6736'SHEPHERD ROAD FOR 2.55 MILES TO A DIAGONAL CROSSROAD.  TURN LEFT
 AW6736'AND GO NORTHWEST ON WEST MONTGOMERY ROAD FOR 0.3 MILE TO A SIDE
 AW6736'ROAD LEFT.  TURN LEFT AND GO SOUTHWEST AND WEST ON MANSFIELD ROAD
 AW6736'FOR 0.5 MILE TO A SIDE ROAD RIGHT.  (KNOX STREET).  CONTINUE
 AW6736'WEST ON MANSFIELD ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND
 AW6736'GO NORTH ON TUSKEGEE STREET FOR 0.1 MILE TO A GATE AND THE STATION
 AW6736'ON THE RIGHT AT THE SOUTHWEST CORNER OF THE SCHOOL GROUNDS.
 AW6736'
 AW6736'THE STATION MARK IS A STANDARD DISK STAMPED WILLIAMS 1968, SET IN
 AW6736'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6736'GROUND.  IT IS 91.1 FEET NORTHEAST OF THE SOUTHWEST FENCE CORNER OF
 AW6736'THE SCHOOL GROUNDS, 68.5 FEET EAST OF THE WEST BOUNDARY FENCE AND
 AW6736'60.4 FEET NORTH OF THE SOUTH BOUNDARY FENCE.
 AW6736'
 AW6736'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WILLIAMS NO 1 1968, SET
 AW6736'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2
 AW6736'INCHES ABOVE THE GROUND.  IT IS 130.2 FEET EAST OF THE SOUTHWEST
 AW6736'CORNER POST OF THE SCHOOL GROUNDS, 11.6 FEET SOUTH OF THE CENTER
 AW6736'OF A MACADAM SIDEWALK AND 1 FOOT NORTH OF THE SOUTH BOUNDARY
 AW6736'FENCE.
 AW6736'
 AW6736'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WILLIAMS NO 2 1968, SET
 AW6736'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6736'GROUND.  IT IS 124.3 FEET NORTH OF THE SOUTHWEST FENCE CORNER POST
 AW6736'OF THE SCHOOL GROUNDS, 51.5 FEET SOUTH OF A 2 FOOT PINE TREE AND 1.8
 AW6736'FEET EAST OF THE WEST BOUNDARY FENCE.
 AW6736'
 AW6736'TO REACH REFERENCE MARK 3 FROM HERE GO NORTH FOR 0.1 MILE TO THE
 AW6736'MAIN ENTRANCE TO THE M.C. WILLIAMS JUNIOR-SENIOR HIGH SCHOOL AND THE
 AW6736'MARK ON THE LEFT, WEST, SIDE OF KNOX STREET.
 AW6736'
 AW6736'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WILLIAMS NO 3 1968,
 AW6736'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH CULVERT ABUTMENT OF
 AW6736'THE DRIVEWAY LEADING INTO THE SCHOOL GROUNDS.  IT IS 112.6 FEET
 AW6736'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN SCHOOL BUILDING,
 AW6736'29.8 FEET NORTHEAST OF THE SOUTHEAST CORNER POST OF THE SCHOOL
 AW6736'GROUNDS, 24 FEET EAST-SOUTHEAST OF THE SOUTH GATE POST IN THE
 AW6736'EAST BOUNDARY FENCE AND 17 FEET WEST OF THE CENTER OF KNOX
 AW6736'STREET.
 AW6736'
 AW6736'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1025 ***********************************************************************
 DN1025  SACS        -  This is a Secondary Airport Control Station.
 DN1025  DESIGNATION -  WILLIAMS
 DN1025  PID         -  DN1025
 DN1025  STATE/COUNTY-  TX/HUNT
 DN1025  USGS QUAD   -  GREENVILLE SW (1962)
 DN1025
 DN1025                         *CURRENT SURVEY CONTROL
 DN1025  ___________________________________________________________________
 DN1025* NAD 83(1993)-  33 01 48.23330(N)    096 14 41.91242(W)     ADJUSTED  
 DN1025* NAVD 88     -       163.000  (meters)     534.78   (feet)  ADJUSTED  
 DN1025  ___________________________________________________________________
 DN1025  X           -    -582,273.108 (meters)                     COMP
 DN1025  Y           -  -5,321,009.399 (meters)                     COMP
 DN1025  Z           -   3,456,829.560 (meters)                     COMP
 DN1025  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DN1025  ELLIP HEIGHT-         137.58  (meters)          (06/26/01) GPS OBS
 DN1025  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DN1025  DYNAMIC HT  -         162.822 (meters)     534.19  (feet)  COMP
 DN1025  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 DN1025
 DN1025  HORZ ORDER  -  FIRST
 DN1025  VERT ORDER  -  FIRST     CLASS II
 DN1025  ELLP ORDER  -  FIFTH     CLASS I
 DN1025
 DN1025.This mark is at Caddo Mills Muni (7F3) Airport (7F3)
 DN1025
 DN1025.The horizontal coordinates were established by GPS observations
 DN1025.and adjusted by the National Geodetic Survey in November 1996..
 DN1025
 DN1025.The orthometric height was determined by differential leveling
 DN1025.and adjusted by the National Geodetic Survey in June 1991..
 DN1025
 DN1025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1025
 DN1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1025
 DN1025.The ellipsoidal height was determined by GPS observations
 DN1025.and is referenced to NAD 83.
 DN1025
 DN1025.The geoid height was determined by GEOID03.
 DN1025
 DN1025.The dynamic height is computed by dividing the NAVD 88
 DN1025.geopotential number by the normal gravity value computed on the
 DN1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1025.degrees latitude (g = 980.6199 gals.).
 DN1025
 DN1025.The modeled gravity was interpolated from observed gravity values.
 DN1025
 DN1025;                    North         East     Units Scale Factor Converg.
 DN1025;SPC TXNC     - 2,153,447.466   810,624.775   MT  0.99987269   +1 13 47.6
 DN1025;SPC TXNC     - 7,065,102.23  2,659,524.78   sFT  0.99987269   +1 13 47.6
 DN1025;UTM  14      - 3,657,993.609   757,316.117   MT  1.00041646   +1 30 09.1
 DN1025
 DN1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1025!SPC TXNC     -   0.99997840  x   0.99987269  =   0.99985109
 DN1025!UTM  14      -   0.99997840  x   1.00041646  =   1.00039485
 DN1025
 DN1025:                Primary Azimuth Mark                     Grid Az
 DN1025:SPC TXNC     -  WILLIAMS AZ MK                           067 27 03.4
 DN1025:UTM  14      -  WILLIAMS AZ MK                           067 10 41.9
 DN1025
 DN1025|---------------------------------------------------------------------|
 DN1025| PID    Reference Object                     Distance      Geod. Az  |
 DN1025|                                                           dddmmss.s |
 DN1025| DN1024 WILLIAMS AZ MK                      APPROX. 0.8 KM 0684051.0 |
 DN1025|---------------------------------------------------------------------|
 DN1025
 DN1025                          SUPERSEDED SURVEY CONTROL
 DN1025
 DN1025  ELLIP H (11/18/96)  137.63   (m)                       GP(       ) 5 1
 DN1025  NAD 83(1993)-  33 01 48.23460(N)    096 14 41.91232(W) AD(       ) 3
 DN1025  NAD 83(1993)-  33 01 48.23811(N)    096 14 41.90135(W) AD(       ) 3
 DN1025  NAD 83(1986)-  33 01 48.24032(N)    096 14 41.90095(W) AD(       ) 3
 DN1025  NAD 27      -  33 01 47.79300(N)    096 14 40.97581(W) AD(       ) 3
 DN1025  NAVD 88 (11/18/96)  163.00   (m)          534.8    (f) LEVELING    3  
 DN1025  NGVD 29 (12/08/88)  163.0    (m)          535.     (f) GPS OBS        
 DN1025
 DN1025.Superseded values are not recommended for survey control.
 DN1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1025.See file dsdata.txt to determine how the superseded data were derived.
 DN1025
 DN1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5731657994(NAD 83)
 DN1025_MARKER: DH = HORIZONTAL CONTROL DISK
 DN1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1025_SP_SET: CONCRETE POST
 DN1025_STAMPING: WILLIAMS 1986
 DN1025_MARK LOGO: NGS   
 DN1025_PROJECTION: RECESSED 2 CENTIMETERS
 DN1025_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1025+STABILITY: SURFACE MOTION
 DN1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1025+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 DN1025
 DN1025  HISTORY     - Date     Condition        Report By
 DN1025  HISTORY     - 1987     MONUMENTED       NGS
 DN1025  HISTORY     - 19880218 GOOD
 DN1025  HISTORY     - 19940422 GOOD             USPSQD
 DN1025  HISTORY     - 19941220 GOOD             NGS
 DN1025
 DN1025                          STATION DESCRIPTION
 DN1025
 DN1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1025'6.2 KM (3.85 MI) SW FROM CADDO MILLS.
 DN1025'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF CADDO MILLS
 DN1025'AT THE CADDO MILLS MUNICIPAL AIRPORT.  NEAR THE END OF RUNWAY 31.
 DN1025'OWNERSHIP--CITY OF CADDO MILLS C/O A.C. WILLIAMS, P.O. BOX 460,
 DN1025'CADDOMILLS, TX 75005.  TELEPHONE NUMBER 214-527-3124.
 DN1025'TO REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAY 66 AND
 DN1025'FARM ROAD 36 IN CADDO MILLS, GO SOUTHWEST ON STATE HIGHWAY 66 FOR
 DN1025'1.45 KM (0.90 MI) TO FARM ROAD 1565 ON THE LEFT.  TURN LEFT AND GO
 DN1025'SOUTHERLY FOR 2.3 KM (1.45 MI) TO ROAD RIGHT.  TURN RIGHT ON THE
 DN1025'ENTRANCE ROAD TO THE AIRPORT FOR 0.6 KM (0.35 MI) TO A ROAD ON THE
 DN1025'LEFT, LEADING TO A GATE.  TURN LEFT AND PASS THROUGH THE GATE FOR 0.2
 DN1025'KM (0.10 MI) TO A RUNWAY.  TURN LEFT AND GO SOUTHEAST ON THE RUNWAY
 DN1025'FOR 0.5 KM (0.30 MI) TO THE TAXIWAY ON THE RIGHT, LEADING WEST, TURN
 DN1025'RIGHT AND GO WEST ON THE TAXIWAY FOR 0.9 KM (0.55 MI) TO THE
 DN1025'STATIONON THE LEFT.
 DN1025'THE STATION MARK IS SET 38.4 M (126.0 FT) EAST OF THE CENTERLINE AT
 DN1025'THE END OF RUNWAY 35L, 8.4 M (27.6 FT) SOUTH-SOUTHEAST OF THE
 DN1025'CENTERLINE OF THE TAXIWAY, AND 0.3 M (1.0 FT) NORTH-NORTHWEST OF
 DN1025'AWITNESS POST.
 DN1025'DESCRIBED BY B.L.L.
 DN1025'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 DN1025'1.5 KM (0.95 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST
 DN1025'JUNCTION WITH FARM ROAD 36 IN CADDO MILLS, THENCE 2.3 KM (1.45 MI)
 DN1025'SOUTHERLY ALONG FARM ROAD 1565, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG
 DN1025'A PAVED ROAD, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG A GRAVELED ROAD
 DN1025'AND AIRPORT APRON, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG RUNWAY
 DN1025'NUMBER 1331, THENCE 0.9 KM (0.55 MI) WEST ALONG A TAXIWAY, AT THE
 DN1025'CADDO MILLS AIRPORT, 38.4 M (126.O FT) EAST OF THE CENTER OF RUNWAY
 DN1025'NUMBER 1735, AND 8.4 M (27.6 FT) SOUTH-SOUTHEAST OF THE CENTER OF A
 DN1025'TAXIWAY.  NOTE--AN UNDERGROUND MARK STAMPED--WILLIAMS 1986--WAS SET
 DN1025'42-INCHES BELOW THE GROUND SURFACE.
 DN1025
 DN1025                          STATION RECOVERY (1988)
 DN1025
 DN1025'RECOVERED 1988
 DN1025'RECOVERED IN GOOD CONDITION.
 DN1025
 DN1025                          STATION RECOVERY (1994)
 DN1025
 DN1025'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1025'RECOVERED IN GOOD CONDITION.
 DN1025
 DN1025                          STATION RECOVERY (1994)
 DN1025
 DN1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1025'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF CADDO MILLS
 DN1025'AT THE CADDO MILLS MUNICIPAL AIRPORT, NEAR THE END OF RUNWAY 35L.
 DN1025'OWNERSHIP--CITY OF CADDO MILLS.  AIRPORT MANAGER IS MARY WILLIAMS,
 DN1025'P.O.  BOX 460, CADDO MILLS, TX 75135.  PHONE 214-933-5842 OR
 DN1025'903-527-3124.  TO REACH FROM THE WEST JUNCTION OF STATE HIGHWAY 66 AND
 DN1025'FARM ROAD 36 IN CADDO MILLS, GO SOUTHWEST ON STATE HIGHWAY 66 FOR 1.45
 DN1025'KM (0.90 MI) TO FARM ROAD 1565 ON THE LEFT.  TURN LEFT, SOUTHERLY FOR
 DN1025'2.3 KM (1.40 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 DN1025'RIGHT, WESTERLY, ON THE ENTRANCE ROAD FOR 0.6 KM (0.35 MI) TO A ROAD
 DN1025'ON THE LEFT, LEADING TO A GATE.  TURN LEFT, SOUTHWEST, PASSING THROUGH
 DN1025'THE GATE FOR 0.2 KM (0.10 MI) TO A RUNWAY.  TURN LEFT, SOUTHEAST,
 DN1025'ALONG THE RUNWAY FOR 0.5 KM (0.30 MI) TO THE TAXI ON THE RIGHT.  TURN
 DN1025'RIGHT, SOUTHWEST, ON THE TAXIWAY FOR 0.9 KM (0.55 MI) TO THE STATION
 DN1025'ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE
 DN1025'POST SET FLUSH WITH THE GROUND.  IT IS 38.4 M (126.0 FT) EAST OF THE
 DN1025'CENTER OF THE END OF RUNWAY 35L, 8.4 M (27.6 FT) SOUTH-SOUTHEAST OF
 DN1025'THE CENTER OF THE TAXI, AND 0.3 M (1.0 FT) NORTH-NORTHWEST OF A
 DN1025'PLASTIC WITNESS POST.  NOTE--THIS STATION WAS SELECTED AS A SACS.
 DN1025'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0978 ***********************************************************************
 EN0978  DESIGNATION -  WILLIAMS
 EN0978  PID         -  EN0978
 EN0978  STATE/COUNTY-  TX/DONLEY
 EN0978  USGS QUAD   -  LELIA LAKE (1982)
 EN0978
 EN0978                         *CURRENT SURVEY CONTROL
 EN0978  ___________________________________________________________________
 EN0978* NAD 83(1993)-  34 55 38.44526(N)    100 46 36.77675(W)     ADJUSTED  
 EN0978* NAVD 88     -       810.67   (+/-2cm)    2659.7    (feet)  VERTCON   
 EN0978  ___________________________________________________________________
 EN0978  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 EN0978  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EN0978
 EN0978  HORZ ORDER  -  THIRD
 EN0978  VERT ORDER  -  THIRD ? (See Below)
 EN0978
 EN0978.The horizontal coordinates were established by classical geodetic methods
 EN0978.and adjusted by the National Geodetic Survey in February 1996..
 EN0978
 EN0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0978.The vertical order pertains to the NGVD 29 superseded value.
 EN0978
 EN0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0978
 EN0978.The geoid height was determined by GEOID03.
 EN0978
 EN0978;                    North         East     Units Scale Factor Converg.
 EN0978;SPC TX N     - 1,103,118.916   266,066.303   MT  0.99994729   +0 25 08.7
 EN0978;SPC TX N     - 3,619,149.31    872,919.20   sFT  0.99994729   +0 25 08.7
 EN0978;UTM  14      - 3,866,427.167   337,704.314   MT  0.99992464   -1 01 03.2
 EN0978
 EN0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0978!SPC TX N     -   0.99987701  x   0.99994729  =   0.99982431
 EN0978!UTM  14      -   0.99987701  x   0.99992464  =   0.99980166
 EN0978
 EN0978                          SUPERSEDED SURVEY CONTROL
 EN0978
 EN0978  NAD 83(1993)-  34 55 38.44675(N)    100 46 36.77568(W) AD(       ) 3
 EN0978  NAD 83(1986)-  34 55 38.44954(N)    100 46 36.76632(W) AD(       ) 3
 EN0978  NGVD 29 (01/19/93)  810.29   (m)         2658.4    (f) LEVELING    3  
 EN0978
 EN0978.Superseded values are not recommended for survey control.
 EN0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0978.See file dsdata.txt to determine how the superseded data were derived.
 EN0978
 EN0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3770466427(NAD 83)
 EN0978_MARKER: DD = SURVEY DISK
 EN0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0978+STABILITY: SURFACE MOTION
 EN0978
 EN0978  HISTORY     - Date     Condition        Report By
 EN0978  HISTORY     - 1958     MONUMENTED       USGS
 EN0978
 EN0978                          STATION DESCRIPTION
 EN0978
 EN0978'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 EN0978'STATION LOCATED ABOUT 7.5 MI. NW. OF HEDLEY, TEXAS, AND 1.7 MI. N. OF
 EN0978'LELIA LAKE, 54 FT. E. OF CENTERLINE OF FARM ROAD 1755, 14 FT. S. OF
 EN0978'E-W. FIELD LINE.
 EN0978'
 EN0978'TO REACH FROM LELIA LAKE POST OFFICE, PROCEED W. ALONG U.S. HIGHWAY
 EN0978'287 0.3 MI., THENCE N. ALONG FARM ROAD 1755 1.7 MI. AND STATION MARK
 EN0978'E. OF RD.
 EN0978'
 EN0978'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.3 FT.,
 EN0978'STAMPED---WILLIAMS ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1024 ***********************************************************************
 DN1024  SACS        -  This is a Secondary Airport Control Station.
 DN1024  DESIGNATION -  WILLIAMS AZ MK
 DN1024  PID         -  DN1024
 DN1024  STATE/COUNTY-  TX/HUNT
 DN1024  USGS QUAD   -  GREENVILLE SW (1962)
 DN1024
 DN1024                         *CURRENT SURVEY CONTROL
 DN1024  ___________________________________________________________________
 DN1024* NAD 83(1993)-  33 01 57.79654(N)    096 14 12.81857(W)     ADJUSTED  
 DN1024* NAVD 88     -       163.291  (meters)     535.73   (feet)  ADJUSTED  
 DN1024  ___________________________________________________________________
 DN1024  X           -    -581,505.151 (meters)                     COMP
 DN1024  Y           -  -5,320,932.096 (meters)                     COMP
 DN1024  Z           -   3,457,076.736 (meters)                     COMP
 DN1024  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DN1024  ELLIP HEIGHT-         137.90  (meters)          (06/26/01) GPS OBS
 DN1024  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DN1024  DYNAMIC HT  -         163.113 (meters)     535.15  (feet)  COMP
 DN1024  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 DN1024
 DN1024  HORZ ORDER  -  FIRST
 DN1024  VERT ORDER  -  FIRST     CLASS II
 DN1024  ELLP ORDER  -  FIFTH     CLASS I
 DN1024
 DN1024.This mark is at Caddo Mills Muni (7F3) Airport (7F3)
 DN1024
 DN1024.The horizontal coordinates were established by GPS observations
 DN1024.and adjusted by the National Geodetic Survey in November 1996..
 DN1024
 DN1024.The orthometric height was determined by differential leveling
 DN1024.and adjusted by the National Geodetic Survey in June 1991..
 DN1024
 DN1024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1024
 DN1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1024
 DN1024.The ellipsoidal height was determined by GPS observations
 DN1024.and is referenced to NAD 83.
 DN1024
 DN1024.The geoid height was determined by GEOID03.
 DN1024
 DN1024.The dynamic height is computed by dividing the NAVD 88
 DN1024.geopotential number by the normal gravity value computed on the
 DN1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1024.degrees latitude (g = 980.6199 gals.).
 DN1024
 DN1024.The modeled gravity was interpolated from observed gravity values.
 DN1024
 DN1024;                    North         East     Units Scale Factor Converg.
 DN1024;SPC TXNC     - 2,153,758.206   811,373.157   MT  0.99987268   +1 14 03.4
 DN1024;SPC TXNC     - 7,066,121.71  2,661,980.10   sFT  0.99987268   +1 14 03.4
 DN1024;UTM  14      - 3,658,308.080   758,063.419   MT  1.00042121   +1 30 25.4
 DN1024
 DN1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1024!SPC TXNC     -   0.99997835  x   0.99987268  =   0.99985103
 DN1024!UTM  14      -   0.99997835  x   1.00042121  =   1.00039955
 DN1024
 DN1024:                Primary Azimuth Mark                     Grid Az
 DN1024:SPC TXNC     -  WILLIAMS                                 247 27 03.5
 DN1024:UTM  14      -  WILLIAMS                                 247 10 41.5
 DN1024
 DN1024|---------------------------------------------------------------------|
 DN1024| PID    Reference Object                     Distance      Geod. Az  |
 DN1024|                                                           dddmmss.s |
 DN1024| DN1025 WILLIAMS                            APPROX. 0.8 KM 2484106.9 |
 DN1024|---------------------------------------------------------------------|
 DN1024
 DN1024                          SUPERSEDED SURVEY CONTROL
 DN1024
 DN1024  ELLIP H (11/18/96)  137.96   (m)                       GP(       ) 5 1
 DN1024  NAD 83(1993)-  33 01 57.79734(N)    096 14 12.81857(W) AD(       ) 3
 DN1024  ELLIP H (02/16/96)  137.89   (m)                       GP(       ) 5 1
 DN1024  NAD 83(1993)-  33 01 57.80086(N)    096 14 12.80761(W) AD(       ) 3
 DN1024  NAD 83(1986)-  33 01 57.80307(N)    096 14 12.80719(W) AD(       ) 3
 DN1024  NAD 27      -  33 01 57.35590(N)    096 14 11.88289(W) AD(       ) 3
 DN1024  NAVD 88 (11/18/96)  163.32   (m)          535.8    (f) LEVELING    3  
 DN1024  NGVD 29 (12/08/88)  163.3    (m)          536.     (f) GPS OBS        
 DN1024
 DN1024.Superseded values are not recommended for survey control.
 DN1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1024.See file dsdata.txt to determine how the superseded data were derived.
 DN1024
 DN1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5806358308(NAD 83)
 DN1024_MARKER: DH = HORIZONTAL CONTROL DISK
 DN1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1024_SP_SET: CONCRETE POST
 DN1024_STAMPING: WILLIAMS AZ MK 1986
 DN1024_MARK LOGO: NGS   
 DN1024_PROJECTION: RECESSED 2 CENTIMETERS
 DN1024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1024+STABILITY: SURFACE MOTION
 DN1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1024+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 DN1024
 DN1024  HISTORY     - Date     Condition        Report By
 DN1024  HISTORY     - 1987     MONUMENTED       NGS
 DN1024  HISTORY     - 19880218 GOOD
 DN1024  HISTORY     - 19940422 GOOD             USPSQD
 DN1024  HISTORY     - 19941220 GOOD             NGS
 DN1024
 DN1024                          STATION DESCRIPTION
 DN1024
 DN1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1024'5.3 KM (3.3 MI) SW FROM CADDO MILLS.
 DN1024'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF CADDO MILLS
 DN1024'AT THE CADDO MILLS MUNICIPAL AIRPORT.  NEAR THE END OF RUNWAY 31.
 DN1024'OWNERSHIP--CITY OF CADDO MILLS C/O A.C. WILLIAMS, P.O. BOX 460,
 DN1024'CADDOMILLS, TX 75005.  TELEPHONE NUMBER 214-527-3124.
 DN1024'TO REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAY 66 AND
 DN1024'FARM ROAD 36 IN CADDO MILLS, GO SOUTHWEST ON STATE HIGHWAY 66 FOR
 DN1024'1.45 KM (0.90 MI) TO FARM ROAD 1565 ON THE LEFT.  TURN LEFT AND GO
 DN1024'SOUTHERLY FOR 2.3 KM (1.45 MI) TO ROAD RIGHT.  TURN RIGHT ON THE
 DN1024'ENTRANCE ROAD TO THE AIRPORT FOR 0.6 KM (0.35 MI) TO A ROAD ON THE
 DN1024'LEFT, LEADING TO A GATE.  TURN LEFT AND PASS THROUGH THE GATE FOR 0.2
 DN1024'KM (0.10 MI) TO A RUNWAY.  TURN LEFT AND GO SOUTHEAST ON THE RUNWAY
 DN1024'FOR 0.5 KM (0.30 MI) TO THE TAXIWAY ON THE RIGHT, LEADING WEST,
 DN1024'ANDTHE STATION ON THE SOUTH-SOUTHEAST SIDE OF THE TAXIWAY.
 DN1024'THE AZIMUTH MARK IS SET 44.3 M (145.3 FT) SOUTHWEST OF THE CENTERLINE
 DN1024'OF THE RUNWAY, 9.8 M (32.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 DN1024'OFTHE TAXIWAY, AND 0.3 M (1.0 FT) NORTH-NORTHWEST OF A WITNESS POST.
 DN1024'DESCRIBED BY B.L.L.
 DN1024'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 DN1024'1.5 KM (0.95 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST
 DN1024'JUNCTION WITH FARM ROAD 36 IN CADDO MILLS, THENCE 2.3 KM (1.45 MI)
 DN1024'SOUTHERLY ALONG FARM ROAD 1565, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG
 DN1024'A PAVED ROAD, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG A GRAVELED ROAD
 DN1024'AND AIRPORT APRON, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG A TAXIWAY,
 DN1024'THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG RUNWAY NUMBER 1131, 40.7 M
 DN1024'(133.5 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, AND 9.7 M (31.8 FT)
 DN1024'SOUTH-SOUTHEAST OF THE CENTER OF A TAXIWAY.  NOTE--AN UNDERGROUND
 DN1024'STAMPED--WILLIAMS 1986--WAS SET 42-INCHES BELOW THE GROUND SURFACE.
 DN1024
 DN1024                          STATION RECOVERY (1988)
 DN1024
 DN1024'RECOVERED 1988
 DN1024'RECOVERED IN GOOD CONDITION.
 DN1024
 DN1024                          STATION RECOVERY (1994)
 DN1024
 DN1024'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1024'RECOVERED IN GOOD CONDITION.
 DN1024
 DN1024                          STATION RECOVERY (1994)
 DN1024
 DN1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1024'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF CADDO MILLS
 DN1024'AT THE CADDO MILLS MUNICIPAL AIRPORT, NEAR THE END OF RUNWAY 31L.
 DN1024'OWNERSHIP--CITY OF CADDO MILLS.  AIRPORT MANAGER IS MARY WILLIAMS,
 DN1024'P.O.  BOX 460, CADDO MILLS, TX 75135.  PHONE 214-933-5842 OR
 DN1024'903-527-3124.  TO REACH FROM THE WEST JUNCTION OF STATE HIGHWAY 66 AND
 DN1024'FARM ROAD 36 IN CADDO MILLS, GO SOUTHWEST ON STATE HIGHWAY 66 FOR 1.45
 DN1024'KM (0.90 MI) TO FARM ROAD 1565 ON THE LEFT.  TURN LEFT, SOUTHERLY FOR
 DN1024'2.3 KM (1.40 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 DN1024'RIGHT, WESTERLY, ON THE ENTRANCE ROAD FOR 0.6 KM (0.35 MI) TO A ROAD
 DN1024'ON THE LEFT, LEADING TO A GATE.  TURN LEFT, SOUTHWEST, PASSING THROUGH
 DN1024'THE GATE FOR 0.2 KM (0.10 MI) TO A RUNWAY.  TURN LEFT, SOUTHEAST,
 DN1024'ALONG THE RUNWAY FOR 0.5 KM (0.30 MI) TO THE TAXI ON THE RIGHT, AND
 DN1024'THE STATION ON THE SOUTHEAST SIDE OF THE TAXI.  THE STATION IS SET IN
 DN1024'THE TOP OF A 30 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT
 DN1024'IS 44.3 M (145.3 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 9.8 M
 DN1024'(32.2 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE TAXIWAY, AND 0.3 M (1.0
 DN1024'FT) NORTH-NORTHWEST OF A PLASTIC WITNESS POST.  NOTE--THIS STATION WAS
 DN1024'SELECTED AS A SACS. DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1091 ***********************************************************************
 CU1091  DESIGNATION -  WILLIAMS RESET
 CU1091  PID         -  CU1091
 CU1091  STATE/COUNTY-  TX/HOWARD
 CU1091  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU1091
 CU1091                         *CURRENT SURVEY CONTROL
 CU1091  ___________________________________________________________________
 CU1091* NAD 83(1993)-  32 11 25.31303(N)    101 26 46.07269(W)     ADJUSTED  
 CU1091* NAVD 88     -       865.6    (meters)    2840.     (feet)  VERTCON   
 CU1091  ___________________________________________________________________
 CU1091  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CU1091  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CU1091
 CU1091  HORZ ORDER  -  FIRST
 CU1091
 CU1091.The horizontal coordinates were established by classical geodetic methods
 CU1091.and adjusted by the National Geodetic Survey in February 1996..
 CU1091
 CU1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1091
 CU1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1091
 CU1091.The geoid height was determined by GEOID03.
 CU1091
 CU1091;                    North         East     Units Scale Factor Converg.
 CU1091;SPC TXNC     - 2,061,969.586   322,228.182   MT  0.99998469   -1 36 24.5
 CU1091;SPC TXNC     - 6,764,978.55  1,057,176.96   sFT  0.99998469   -1 36 24.5
 CU1091;SPC TX C     - 3,280,312.696   595,057.639   MT  1.00009693   -0 34 23.4
 CU1091;SPC TX C     -10,762,159.24  1,952,284.94   sFT  1.00009693   -0 34 23.4
 CU1091;UTM  14      - 3,564,159.894   269,397.954   MT  1.00025583   -1 18 13.4
 CU1091
 CU1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1091!SPC TXNC     -   0.99986809  x   0.99998469  =   0.99985278
 CU1091!SPC TX C     -   0.99986809  x   1.00009693  =   0.99996501
 CU1091!UTM  14      -   0.99986809  x   1.00025583  =   1.00012389
 CU1091
 CU1091:                Primary Azimuth Mark                     Grid Az
 CU1091:SPC TXNC     -  WILLIAMS RM 1 AZIMUTH                    077 51 04.5
 CU1091:SPC TX C     -  WILLIAMS RM 1 AZIMUTH                    076 49 03.4
 CU1091:UTM  14      -  WILLIAMS RM 1 AZIMUTH                    077 32 53.4
 CU1091
 CU1091|---------------------------------------------------------------------|
 CU1091| PID    Reference Object                     Distance      Geod. Az  |
 CU1091|                                                           dddmmss.s |
 CU1091| CH9929 WILLIAMS RM 1 AZIMUTH                              0761440.0 |
 CU1091| CH9930 WILLIAMS RM 2                        66.812 METERS 17956     |
 CU1091| CH9928 WILLIAMS RM                          23.770 METERS 24319     |
 CU1091| CH9931 WILLIAMS RM 3                        23.491 METERS 24523     |
 CU1091| CU1130 AIRWAYS BEACON 26                   APPROX.49.0 KM 2552000.3 |
 CU1091| CU1129 STANTON MARTIN CO CTHSE DOME        APPROX.33.2 KM 2584159.4 |
 CU1091| CU1128 STANTON MUNICIPAL TANK              APPROX.33.2 KM 2584837.9 |
 CU1091| CU1124 WEBB AFB BEACON                     APPROX. 6.8 KM 2983859.9 |
 CU1091|---------------------------------------------------------------------|
 CU1091
 CU1091                          SUPERSEDED SURVEY CONTROL
 CU1091
 CU1091  NAD 83(1986)-  32 11 25.31856(N)    101 26 46.06454(W) AD(       ) 1
 CU1091  NAD 27      -  32 11 24.87600(N)    101 26 44.62000(W) AD(       ) 1
 CU1091  NGVD 29 (07/19/86)  865.3    (m)         2839.     (f) VERT ANG       
 CU1091
 CU1091.Superseded values are not recommended for survey control.
 CU1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1091.See file dsdata.txt to determine how the superseded data were derived.
 CU1091
 CU1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6939864160(NAD 83)
 CU1091_MARKER: DS = TRIANGULATION STATION DISK
 CU1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1091
 CU1091  HISTORY     - Date     Condition        Report By
 CU1091  HISTORY     - 1909     MONUMENTED       CGS
 CU1091  HISTORY     - 1932     SEE DESCRIPTION  CGS
 CU1091  HISTORY     - 1937     GOOD             CGS
 CU1091  HISTORY     - 1965     GOOD             CGS
 CU1091  HISTORY     - 1966     GOOD             USGS
 CU1091  HISTORY     - 1966     GOOD             USGS
 CU1091
 CU1091                          STATION DESCRIPTION
 CU1091
 CU1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CU1091'FOUR MILES DIRECT, OR 6 MILES BY ROAD S OF BIG SPRING, A LARGE
 CU1091'TOWN ON THE TEXAS AND PACIFIC RAILWAY, ON THE HIGHEST POINT
 CU1091'OF A N AND S RIDGE, ON LAND OWNED BY JIM WILLIAMS, OF BIG SPRING,
 CU1091'16.5 FEET N OF AN E AND W FENCE LINE, 70 FEET E OF A CONCRETE
 CU1091'CULVERT AND CATTLE GUARD, AND 36 FEET E OF A ROAD RUNNING ALONG
 CU1091'THE RIDGE.
 CU1091'
 CU1091'STATION WAS MARKED UNDERGROUND WITH AN OLD TYPE STATION MARK
 CU1091'SET IN A DRILL HOLE IN BEDROCK.
 CU1091'
 CU1091'THE SURFACE MARK WAS A LARGE NAIL IN AN IRON PIPE SET IN CONCRETE.
 CU1091'IN 1932 THE STATION WAS RE-MARKED.  A STANDARD DISK STATION
 CU1091'MARK IN CONCRETE, SET FLUSH WITH
 CU1091'SURFACE OF GROUND.  THE 1909 REFERENCE MARK REPORTED DESTROYED.
 CU1091'
 CU1091'REFERENCE MARKS SET IN 1932 ARE STANDARD REFERENCE DISKS IN
 CU1091'CONCRETE.
 CU1091'
 CU1091'REFERENCE MARK NO. 1 PROJECTS 6 INCHES ABOVE THE GROUND, AND
 CU1091'IS IN FENCE LINE, ABOUT 0.15 MILE FROM STATION.
 CU1091'
 CU1091'REFERENCE MARK NO. 2 PROJECTS 3 INCHES ABOVE GROUND, IS 15
 CU1091'FEET W OF CENTER OF ROAD, 14 FEET N OF A SMALL MESQUITE TREE,
 CU1091'AND 219.3 FEET FROM STATION.
 CU1091'
 CU1091'THE BEARING FROM THE STATION OF THE STANTON MUNICIPAL WATER
 CU1091'TANK, FINIAL, IS S 78 DEG 49 MIN W.
 CU1091'
 CU1091'TO REACH THE STATION FROM BIG SPRING GO S ON U.S. HIGHWAY 385
 CU1091'FROM THIRD AND SCURRY STREETS 2.4 MILES TO CITY PARK ENTRANCE.
 CU1091'TURN LEFT AND GO 1.6 MILES TO FORK.  TAKE RIGHT FORK 0.35 MILE
 CU1091'TO ANOTHER FORK.  TAKE LEFT FORK AND GO 0.6 MILE TO FORK JUST
 CU1091'BEYOND JOG TO RIGHT OF OLD ROAD.  FOLLOW LEFT FORK 0.7 MILE
 CU1091'TO CATTLE GUARD AND STATION SITE.
 CU1091
 CU1091                          STATION RECOVERY (1937)
 CU1091
 CU1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU1091'STATION WAS FOUND AS DESCRIBED IN 1932 WITH THE EXCEPTION OF
 CU1091'HOW TO REACH AND THERE WAS A 30 DEG ERROR IN AZIMUTH TO REFERENCE
 CU1091'MARK NO. 1.  FOLLOWING IS NEW DESCRIPTION--
 CU1091'
 CU1091'ABOUT 4 MILES SSE OF BIG SPRING, ON THE HIGHEST POINT OF A LONG
 CU1091'FLAT-TOPPED RIDGE, ON PASTURE LAND OWNED BY M.M. DENTON.
 CU1091'
 CU1091'STATION IS 16.5 FEET N OF E AND W FENCE, 70 FEET NE OF CONCRETE
 CU1091'CULVERT AND FENCED OFF CATTLE GUARD AND 36 FEET E OF ROAD.
 CU1091'
 CU1091'THE SURFACE MARK IS A STANDARD DISK SET IN CONCRETE.
 CU1091'IT IS ABOUT 2-1/2 FEET ACROSS AND FLUSH WITH
 CU1091'THE GROUND SET IN 1932.
 CU1091'
 CU1091'UNDERGROUND MARK IS AN OLD TYPE STATION MARK SET IN DRILL
 CU1091'HOLE IN BEDROCK.
 CU1091'
 CU1091'REFERENCE MARK NO. 1 IS A DISK IN SQUARE CONCRETE POST THAT
 CU1091'PROJECTS ABOUT 4 INCHES AND IS IN FENCE LINE ABOUT 0.2 MILE
 CU1091'E.  THIS REFERENCE MARK WAS USED FOR AZIMUTH MARK.
 CU1091'
 CU1091'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN SQUARE CONCRETE
 CU1091'POST, AND IS ABOUT 15 FEET W OF ROAD CENTER, S OF FENCE AND
 CU1091'66.814 METERS (219.2 FEET) FROM STATION.
 CU1091'
 CU1091'REACHED FROM JUNCTION OF U.S. HIGHWAY 80 AND U.S. HIGHWAY
 CU1091'87 AT THE CORNER OF SCURRY AND THIRD STREETS, GO S ON U.S.
 CU1091'HIGHWAY 87, FOR 2.45 MILES TO CITY PARK ENTRANCE.  THENCE
 CU1091'LEAVE U.S. HIGHWAY 87, TAKE LEFT FORK AND GO SE ON GRADED DIRT
 CU1091'ROAD ALONG THE LEFT SIDE OF PARK, FOR 1.6 MILES TO A FORK.
 CU1091'THENCE RIGHT FORK (S) FOR 0.1 MILE TO A GATE.  PASS THRU
 CU1091'GATE AND CONTINUE S ON AN OLD GRADED ROAD FOR 0.9 MILE TO A JOG
 CU1091'IN OLD ROAD.  MAKE JOG TO RIGHT AND GO ABOUT 50 FEET TO A
 CU1091'FORK.  THENCE LEFT FORK ALONGSIDE AND FINALLY BACK ONTO OLD
 CU1091'ROAD SE AND S FOR 0.75 MILE TO FENCED OFF CATTLE GUARD AND
 CU1091'STATION.
 CU1091
 CU1091                          STATION RECOVERY (1965)
 CU1091
 CU1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWR)
 CU1091'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DUE
 CU1091'TO CHANGES IN ROADS AND FENCES, A NEW TO REACH DESCRIPTION
 CU1091'FOLLOWS--
 CU1091'
 CU1091'TO REACH FROM THE JUNCTION OF U.S. HWYS. 80 AND 87, COR. OF
 CU1091'SCURRY AND 3RD STS. IN BIG SPRING, GO S ON U.S. 87 FOR 2.5
 CU1091'MI. TO PAVED RD. LEFT (SE).  TURN LEFT AND GO SE FOR 1.2 MI.
 CU1091'ON MAIN RD. TO SIDE RD. RIGHT (S).  TURN RIGHT AND GO S
 CU1091'ON GRAVEL ROAD FOR 0.5 MI. TO DRIVEWAY TO PAT BOATLERS BRICK
 CU1091'HOUSE ON THE LEFT (E).  TURN LEFT AND GO E FOR 0.25 MI.,
 CU1091'PASSING TO N OF HOUSE, TO POINT WHERE BLADED RD. TURNS RIGHT
 CU1091'(S).  TURN RIGHT, GO 150 FT TO WINDMILL, TURN LEFT, GO 300 FT
 CU1091'TO GATE.  PASS THROUGH GATE AND CONTINUE SE ON BLADED RD. UP
 CU1091'DRAW TO POINT WHERE TRACK ROAD CROSSES BLADED ROAD.  TURN
 CU1091'RIGHT (S) ON TRACK RD. AND GO 0.25 MI. TO E-W FENCE AND
 CU1091'ABANDONED CATTLE GUARD AND STATION ON LEFT (E) AS
 CU1091'DESCRIBED BY O.S.R., 1937.
 CU1091
 CU1091                          STATION RECOVERY (1966)
 CU1091
 CU1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU1091'STATION FOUND IN GOOD CONDITION.  FROM JUNCTION OF FM 700 AND
 CU1091'U.S. HWY 87 IN BIG SPRING, GO S ON HWY 87 FOR 1.0 MILE, TURN
 CU1091'LEFT ONTO HARD SURFACE ROAD LEADING TO BIG SPRING COUNTRY
 CU1091'CLUB, GO 3 MILES TO COUNTRY CLUB AND END OF HARD SURFACE
 CU1091'TRAVEL, TURN RIGHT THRU GATE INTO MORGAN RANCH, FOLLOW RANCH
 CU1091'ROAD SOUTH, PASS THRU BUMPER GATE NEAR RANCH HEADQUARTERS, GO
 CU1091'ABOUT 300 FEET E (TOWARDS HOUSE) TO ROAD FORK SOUTH, CONTINUE
 CU1091'S TO WHITE GATE, PASS THRU GATE AND CONTINUE TO RED GATE,
 CU1091'TURN RIGHT ON TRACK ROAD, AND FOLLOW TRACK ROAD W TO TOP OF
 CU1091'RIDGE 0.95 MILE, TURN RIGHT ON TRACK ROAD GO PAST WINDMILL
 CU1091'AND CONTINUE N TO FENCE, TURN LEFT ALONG FENCE FOR
 CU1091'APPROX. 200 FEET TO STATION WHICH IS A STANDAR TABLET SET IN
 CU1091'CONCRETE AND STAMPED WILLIAMS 1909 1932.
 CU1091'
 CU1091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 CU1091'MILES SSE OF BIG SPRING
 CU1091
 CU1091                          STATION RECOVERY (1966)
 CU1091
 CU1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU1091'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32101-2, STATION 1007.
 CU1091'RECOVERED BY USGS IN 1966 AND REDESCRIBED AS FOLLOWS
 CU1091'BIG SPRING, TEXAS, JUNCTION OF FARM ROAD 700 AND U.S. HIGHWAY 87, GO
 CU1091'S. ON HIGHWAY 87 1.0 MI., TURN LEFT ONTO HARD SURFACE RD. LEADING TO
 CU1091'BIG SPRING COUNTRY CLUB, GO 3 MI. TO COUNTRY CLUB AND END OF HARD
 CU1091'SURFACE TRAVEL, TURN RIGHT THRU GATE INTO MORGAN RANCH, FOLLOW RANCH
 CU1091'RD. S., PASS THRU BUMPER GATE NEAR RANCH HEADQUARTERS, GO ABOUT 300
 CU1091'FT. E. (TOWARDS HOUSE) TO RD. FORK S., CONTINUE S. TO WHITE GATE, PASS
 CU1091'THRU GATE AND CONTINUE TO RED GATE (0.7 MI.), PASS THRU RED GATE, KEEP
 CU1091'TO THE RIGHT AND FOLLOW TRACK RD. W. TO TOP OF RIDGE (0.95 MI.), TURN
 CU1091'RIGHT ON TRACK RD., GO PAST WINDMILL AND CONTINUE N. TO FENCE, TURN
 CU1091'LEFT ALONG FENCE FOR APPROXIMATELY 200 FT. TO STATION.
 CU1091'STATION MARK--STANDARD USC AND GS DISK STAMPED---WILLIAMS 1909
 CU1091'1932---, SET IN 2 X 2 FT. CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0941 ***********************************************************************
 BM0941  DESIGNATION -  WILLIAMSON
 BM0941  PID         -  BM0941
 BM0941  STATE/COUNTY-  TX/MADISON
 BM0941  USGS QUAD   -  NORTH ZULCH (1989)
 BM0941
 BM0941                         *CURRENT SURVEY CONTROL
 BM0941  ___________________________________________________________________
 BM0941* NAD 83(1993)-  30 56 55.43558(N)    096 04 45.09743(W)     ADJUSTED  
 BM0941* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 BM0941  ___________________________________________________________________
 BM0941  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BM0941  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BM0941
 BM0941  HORZ ORDER  -  FIRST
 BM0941
 BM0941.The horizontal coordinates were established by classical geodetic methods
 BM0941.and adjusted by the National Geodetic Survey in February 1996..
 BM0941
 BM0941.The orthometric height was scaled from a topographic map.
 BM0941
 BM0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0941
 BM0941.The geoid height was determined by GEOID03.
 BM0941
 BM0941;                    North         East     Units Scale Factor Converg.
 BM0941;SPC TX C     - 3,149,894.273 1,106,358.698   MT  0.99988216   +2 11 28.1
 BM0941;SPC TX C     -10,334,278.13  3,629,778.50   sFT  0.99988216   +2 11 28.1
 BM0941;UTM  14      - 3,427,579.925   779,044.283   MT  1.00056061   +1 30 11.0
 BM0941;UTM  15      - 3,427,987.940   205,817.164   MT  1.00066769   -1 35 04.8
 BM0941
 BM0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0941!SPC TX C     -   0.99998532  x   0.99988216  =   0.99986748
 BM0941!UTM  14      -   0.99998532  x   1.00056061  =   1.00054592
 BM0941!UTM  15      -   0.99998532  x   1.00066769  =   1.00065300
 BM0941
 BM0941|---------------------------------------------------------------------|
 BM0941| PID    Reference Object                     Distance      Geod. Az  |
 BM0941|                                                           dddmmss.s |
 BM0941| CV8626 WILLIAMSON RM 1                      44.202 METERS 10147     |
 BM0941| CV8625 WILLIAMSON AZ MK                                   1752447.7 |
 BM0941| BM0959 KURTEN ZION EVAN CHURCH SPIRE       APPROX.25.2 KM 2250251.2 |
 BM0941| BM0961 KURTEN LUTHERAN CHURCH SPIRE        APPROX.25.5 KM 2282147.1 |
 BM0941| CV8627 WILLIAMSON RM 2                      29.721 METERS 35529     |
 BM0941|---------------------------------------------------------------------|
 BM0941
 BM0941                          SUPERSEDED SURVEY CONTROL
 BM0941
 BM0941  NAD 83(1986)-  30 56 55.44892(N)    096 04 45.07740(W) AD(       ) 1
 BM0941  NAD 27      -  30 56 54.76900(N)    096 04 44.23000(W) AD(       ) 1
 BM0941
 BM0941.Superseded values are not recommended for survey control.
 BM0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0941.See file dsdata.txt to determine how the superseded data were derived.
 BM0941
 BM0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV7904427580(NAD 83)
 BM0941_MARKER: DS = TRIANGULATION STATION DISK
 BM0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0941
 BM0941  HISTORY     - Date     Condition        Report By
 BM0941  HISTORY     - 1935     MONUMENTED       CGS
 BM0941  HISTORY     - 1937     GOOD             TXHD
 BM0941  HISTORY     - 1943     GOOD             CGS
 BM0941
 BM0941                          STATION DESCRIPTION
 BM0941
 BM0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0941'THIS STATION IS ABOUT 11 MILES W OF MADISONVILLE, 4 MILES NE OF
 BM0941'NORTH ZULCH AND 6 MILES S OF NORMANGEE, ON LAND OWNED AND
 BM0941'OCCUPIED BY J.E. WILLIAMSON.  MARK IS SET IN THE SW CORNER
 BM0941'OF A PASTURE, 17 FEET E OF FENCE LINE, 19 FEET NE OF FENCE
 BM0941'CORNER, 10 FEET N OF FENCE LINE, APPROX. 100 YARDS W OF THE
 BM0941'ROAD.  MARK PROJECTS 2 INCHES.
 BM0941'
 BM0941'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0941'DISKS SET IN CONCRETE.
 BM0941'
 BM0941'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT N OF THE
 BM0941'FENCE LINE, 205 FEET W OF THE FENCE CORNER AT ROAD.  MARK
 BM0941'PROJECTS 2 INCHES.
 BM0941'
 BM0941'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 1 FOOT E OF THE
 BM0941'FENCE LINE.  MARK PROJECTS 6 INCHES.
 BM0941'
 BM0941'AZIMUTH MARK IS SSE OF THE STATION, 1 FOOT W OF THE FENCE
 BM0941'LINE, 24 FEET W OF THE CENTER LINE OF THE ROAD, 12 FEET S OF
 BM0941'GATE INTO CULTIVATED FIELD, DIRECTLY OPPOSITE WHITE BUNGALOW
 BM0941'ON E SIDE OF ROAD.  MARK PROJECTS 4 INCHES.
 BM0941'
 BM0941'REACHED FROM MADISONVILLE, AT INTERSECTION OF U.S. HIGHWAY 75
 BM0941'AND TEXAS HIGHWAY 21, GO W ON TEXAS HIGHWAY 21, 10.1 MILES TO
 BM0941'SIDE ROAD TO RIGHT, TURN RIGHT FOR 1.15 MILES TO T-ROAD, THENCE
 BM0941'LEFT FOR 0.95 MILE TO SIDE ROAD TO RIGHT, THENCE RIGHT 0.7 MILE
 BM0941'TO STATION ON LEFT.
 BM0941'
 BM0941'LIGHTS 60 FEET ABOVE HICKS, 74 FEET ABOVE MALONE AND MIDKIFF,
 BM0941'87 FEET ABOVE HENDRIX AND 100 FEET ABOVE NORMANGEE, ARE
 BM0941'VISIBLE FROM THE GROUND.
 BM0941
 BM0941                          STATION RECOVERY (1937)
 BM0941
 BM0941'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0941'DESCRIPTION AS GIVEN BY C.A.S. 1935 SATISFACTORY.
 BM0941'
 BM0941'STATION MARKER, REFERENCE DISKS NOS. 1 AND 2, AND AZIMUTH
 BM0941'MARKER RECOVERED AND IN GOOD CONDITION.
 BM0941
 BM0941                          STATION RECOVERY (1943)
 BM0941
 BM0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0941'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THERE
 BM0941'ARE SEVERAL CHANGES IN TIE-IN DISTANCES AND DIRECTIONS TO ALL
 BM0941'MARKS.  NEW DESCRIPTION FOLLOWS--
 BM0941'
 BM0941'STATION IS LOCATED ABOUT 4 MILES NE OF NORTH ZULCH ON LAND
 BM0941'OWNED AND OCCUPIED BY J.E. WILLIAMSON.  IT IS APPROXIMATELY 100
 BM0941'YARDS W OF THE ROAD, 70 FEET W OF A FENCE CORNER, 68 FEET W OF
 BM0941'A WIRE FENCE 17 FEET E OF THE MOST WESTERLY ONE OF A GROUP OF
 BM0941'SMALL TREES AND 10 FEET N OF A WIRE FENCE.  IT IS STAMPED
 BM0941'WILLIAMSON 1935 AND PROJECTS 2 INCHES.
 BM0941'
 BM0941'REFERENCE MARK NO. 1 IS E OF THE STATION, 80 FEET E OF THE
 BM0941'FENCE CORNER AND 1 FOOT N OF A WIRE FENCE.  IT IS STAMPED
 BM0941'WILLIAMSON NO. 1 1935 AND PROJECTS 2 INCHES.
 BM0941'
 BM0941'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 100 FEET N OF A
 BM0941'WIRE FENCE AND 80 FEET W OF A WIRE FENCE.  IT IS STAMPED
 BM0941'WILLIAMSON NO. 2 1935 AND PROJECTS 6 INCHES.
 BM0941'
 BM0941'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SSE OF THE STATION,
 BM0941'40 FEET S OF A FENCE CORNER, 24 FEET W OF THE CENTER LINE
 BM0941'OF THE ROAD AND 3 FEET S OF THE S END OF A WIRE GATE.  IT IS
 BM0941'STAMPED WILLIAMSON AZIMUTH 1935 AND PROJECTS 4 INCHES.
 BM0941'
 BM0941'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON U.S.
 BM0941'HIGHWAY 190 IN NORTH ZULCH, GO NE ON HIGHWAY 190 FOR 2.85 MILES
 BM0941'TO A SIDE ROAD ON THE LEFT, OPPOSITE A WHITE HOUSE ON THE
 BM0941'RIGHT.  THEN LEFT, N, ON A DIRT ROAD FOR 1.15 MILES TO A
 BM0941'T-INTERSECTION.  THEN LEFT FOR 0.95 MILE TO A SIDE ROAD IN
 BM0941'THE RIGHT.  THEN RIGHT, N, FOR 0.5 MILE TO THE AZIMUTH MARK
 BM0941'ON THE LEFT.  CONTINUE AHEAD FOR 0.2 MILE TO THE WILLIAMSON
 BM0941'FARMHOUSE ON THE LEFT.  THEN GO W, THROUGH THE FARMYARD, FOR
 BM0941'ABOUT 100 YARDS TO THE SE CORNER OF A PASTURE AND THE
 BM0941'STATION.
 BM0941'
 BM0941'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1420 ***********************************************************************
 AJ1420  DESIGNATION -  WILLIE
 AJ1420  PID         -  AJ1420
 AJ1420  STATE/COUNTY-  TX/WEBB
 AJ1420  USGS QUAD   -  LAS TIENDAS (1975)
 AJ1420
 AJ1420                         *CURRENT SURVEY CONTROL
 AJ1420  ___________________________________________________________________
 AJ1420* NAD 83(1993)-  27 56 03.56914(N)    099 44 41.61843(W)     ADJUSTED  
 AJ1420* NAVD 88     -       239.4    (meters)     785.     (feet)  VERTCON   
 AJ1420  ___________________________________________________________________
 AJ1420  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AJ1420  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AJ1420
 AJ1420  HORZ ORDER  -  FIRST
 AJ1420
 AJ1420.The horizontal coordinates were established by classical geodetic methods
 AJ1420.and adjusted by the National Geodetic Survey in February 1996..
 AJ1420
 AJ1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1420
 AJ1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1420
 AJ1420.The geoid height was determined by GEOID03.
 AJ1420
 AJ1420;                    North         East     Units Scale Factor Converg.
 AJ1420;SPC TX S     - 5,251,853.304   177,474.404   MT  1.00002712   -0 33 54.7
 AJ1420;SPC TX S     -17,230,455.38    582,263.94   sFT  1.00002712   -0 33 54.7
 AJ1420;UTM  14      - 3,090,150.398   426,714.619   MT  0.99966629   -0 20 56.3
 AJ1420
 AJ1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1420!SPC TX S     -   0.99996612  x   1.00002712  =   0.99999324
 AJ1420!UTM  14      -   0.99996612  x   0.99966629  =   0.99963242
 AJ1420
 AJ1420|---------------------------------------------------------------------|
 AJ1420| PID    Reference Object                     Distance      Geod. Az  |
 AJ1420|                                                           dddmmss.s |
 AJ1420| CV3579 WILLIE RM                             8.810 METERS 33443     |
 AJ1420| AO0730 CUP                                 APPROX.14.2 KM 3484302.3 |
 AJ1420|---------------------------------------------------------------------|
 AJ1420
 AJ1420                          SUPERSEDED SURVEY CONTROL
 AJ1420
 AJ1420  NAD 83(1986)-  27 56 03.56385(N)    099 44 41.59309(W) AD(       ) 1
 AJ1420  NAD 27      -  27 56 02.54200(N)    099 44 40.41900(W) AD(       ) 1
 AJ1420  NGVD 29 (07/19/86)  239.4    (m)          785.     (f) VERT ANG       
 AJ1420
 AJ1420.Superseded values are not recommended for survey control.
 AJ1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1420.See file dsdata.txt to determine how the superseded data were derived.
 AJ1420
 AJ1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR2671590150(NAD 83)
 AJ1420_MARKER: DS = TRIANGULATION STATION DISK
 AJ1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1420
 AJ1420  HISTORY     - Date     Condition        Report By
 AJ1420  HISTORY     - 1917     MONUMENTED       CGS
 AJ1420  HISTORY     - 1965     GOOD             USGS
 AJ1420
 AJ1420                          STATION DESCRIPTION
 AJ1420
 AJ1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1420'STATION IS IN AN OPEN SPOT ABOUT 100 METERS (328 FEET) N
 AJ1420'OF THE SHARP DECLINE TO THE S ON THE FIRST PROMINENT HILL
 AJ1420'N OF STATION THOMAS, THE S SIDE OF WHICH HILL SHOWS AS A
 AJ1420'WHITE BLUFF.
 AJ1420'
 AJ1420'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AJ1420'
 AJ1420'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1420'
 AJ1420'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AJ1420'8.81 METERS (28.9 FEET) FROM THE STATION, N 25 DEG 17 MIN W.
 AJ1420'
 AJ1420'ELEVATION OF STATION, 239.4 METERS (785 FEET).
 AJ1420
 AJ1420                          STATION RECOVERY (1965)
 AJ1420
 AJ1420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AJ1420'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 AJ1420'
 AJ1420'TO REACH--FROM THE ENTRANCE TO THE LAREDO MUNICIPAL AIRPORT,
 AJ1420'GO NW ON FR 1472 FOR 19.7 MILES TO A T-RD RIGHT AT SIGN
 AJ1420'LA MESA RANCH 8 MILES.  TURN RIGHT AND FOLLOW MAIN TRAVELED
 AJ1420'ROAD 08.0 MILES TO RANCH BLDGS.  PASS TO THE LEFT OF THE
 AJ1420'BUILDINGS (THROUGH TWO GATES) AND CONTINUE 01.0 MILE TO A Y JCT.
 AJ1420'TAKE LEFT FORK FOR 0.4 MILE TO A Y-JCT.  TAKE RIGHT FORK
 AJ1420'FOR 02.4 MILES TO JCT. WITH A TRACK ROAD LEFT ALONG THE NE
 AJ1420'SIDE OF A FENCE LINE (THIS IS 0.2 MILE NE OF A GATE AND AT
 AJ1420'THE SOUTH END OF A STOCK TANK).  TURN LEFT AND FOLLOW ROAD
 AJ1420'NW FOR 0.1 MILE TO A FENCE CORNER.  CONTINUE STRAIGHT AHEAD
 AJ1420'ALONG A POOR TRAIL FOR 0.6 MILE TO THE TOP OF A HILL.
 AJ1420'STATION IS ABOUT 190 FEET NE OF THE TRAIL AND ABOUT 15 FEET
 AJ1420'SE OF A VERY DIM SW-NE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1419 ***********************************************************************
 BZ1419  DESIGNATION -  WILLIE
 BZ1419  PID         -  BZ1419
 BZ1419  STATE/COUNTY-  TX/LIMESTONE
 BZ1419  USGS QUAD   -  PRAIRIE HILL (1957)
 BZ1419
 BZ1419                         *CURRENT SURVEY CONTROL
 BZ1419  ___________________________________________________________________
 BZ1419* NAD 83(1993)-  31 42 38.14664(N)    096 51 47.75391(W)     ADJUSTED  
 BZ1419* NAVD 88     -       209.1    (meters)     686.     (feet)  VERTCON   
 BZ1419  ___________________________________________________________________
 BZ1419  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 BZ1419  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BZ1419
 BZ1419  HORZ ORDER  -  FIRST
 BZ1419
 BZ1419.The horizontal coordinates were established by classical geodetic methods
 BZ1419.and adjusted by the National Geodetic Survey in February 1996..
 BZ1419
 BZ1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1419
 BZ1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1419
 BZ1419.The geoid height was determined by GEOID03.
 BZ1419
 BZ1419;                    North         East     Units Scale Factor Converg.
 BZ1419;SPC TX C     - 3,231,716.670 1,028,856.304   MT  0.99995816   +1 47 14.2
 BZ1419;SPC TX C     -10,602,723.77  3,375,506.06   sFT  0.99995816   +1 47 14.2
 BZ1419;SPC TXNC     - 2,006,080.440   755,160.092   MT  1.00014387   +0 53 33.6
 BZ1419;SPC TXNC     - 6,581,615.58  2,477,554.40   sFT  1.00014387   +0 53 33.6
 BZ1419;UTM  14      - 3,510,343.300   702,478.563   MT  1.00010566   +1 07 24.6
 BZ1419
 BZ1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1419!SPC TX C     -   0.99997125  x   0.99995816  =   0.99992941
 BZ1419!SPC TXNC     -   0.99997125  x   1.00014387  =   1.00011512
 BZ1419!UTM  14      -   0.99997125  x   1.00010566  =   1.00007691
 BZ1419
 BZ1419:                Primary Azimuth Mark                     Grid Az
 BZ1419:SPC TX C     -  HUBBARD MUNICIPAL STANDPIPE              020 56 23.8
 BZ1419:SPC TXNC     -  HUBBARD MUNICIPAL STANDPIPE              021 50 04.4
 BZ1419:UTM  14      -  HUBBARD MUNICIPAL STANDPIPE              021 36 13.4
 BZ1419
 BZ1419|---------------------------------------------------------------------|
 BZ1419| PID    Reference Object                     Distance      Geod. Az  |
 BZ1419|                                                           dddmmss.s |
 BZ1419| BZ1429 HUBBARD MUNICIPAL STANDPIPE         APPROX.16.6 KM 0224338.0 |
 BZ1419| BZ1428 HUBBARD TALL SQUARE DOME            APPROX.16.8 KM 0241138.7 |
 BZ1419| CV8630 WILLIE RM 2                          20.222 METERS 04632     |
 BZ1419| BZ1417 TEHUACANA WESTMINSTER COLLEGE       APPROX.30.3 KM 0825322.1 |
 BZ1419| CV8628 WILLIE AZ MK                                       1662237.7 |
 BZ1419| BZ1421 AXTELL LOW SMOKESTACK 1             APPROX.12.2 KM 2131836.3 |
 BZ1419| BZ1423 AXTELL SMOKESTACK 2                 APPROX.11.5 KM 2390928.1 |
 BZ1419| BZ1424 AXTELL SMOKESTACK 3                 APPROX.11.4 KM 2403243.9 |
 BZ1419| BZ1261 WACO ARMY AIR FIELD BEACON          APPROX.22.4 KM 2484920.5 |
 BZ1419| BZ1245 WEST STANDPIPE                      APPROX.24.1 KM 2944650.0 |
 BZ1419| BZ1250 WEST BRAZOS VAL COTTON MILL TK      APPROX.23.7 KM 2945344.4 |
 BZ1419| BZ1249 WEST TANK ON TOP COTTON MILL        APPROX.23.8 KM 2945950.8 |
 BZ1419| CV8629 WILLIE RM 1                          21.400 METERS 30554     |
 BZ1419|---------------------------------------------------------------------|
 BZ1419
 BZ1419                          SUPERSEDED SURVEY CONTROL
 BZ1419
 BZ1419  NAD 83(1986)-  31 42 38.15504(N)    096 51 47.73559(W) AD(       ) 1
 BZ1419  NAD 27      -  31 42 37.56500(N)    096 51 46.75800(W) AD(       ) 1
 BZ1419  NGVD 29 (07/28/98)  209.0    (m)          686.     (f) VERT ANG       
 BZ1419
 BZ1419.Superseded values are not recommended for survey control.
 BZ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1419.See file dsdata.txt to determine how the superseded data were derived.
 BZ1419
 BZ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA0247910343(NAD 83)
 BZ1419_MARKER: DS = TRIANGULATION STATION DISK
 BZ1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1419_PROJECTION: FLUSH
 BZ1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1419+STABILITY: SURFACE MOTION
 BZ1419
 BZ1419  HISTORY     - Date     Condition        Report By
 BZ1419  HISTORY     - 1919     MONUMENTED       CGS
 BZ1419  HISTORY     - 1935     GOOD             CGS
 BZ1419  HISTORY     - 1937     GOOD             TXHD
 BZ1419  HISTORY     - 1942     GOOD             CGS
 BZ1419  HISTORY     - 1948     GOOD             CGS
 BZ1419  HISTORY     - 1957     GOOD             USGS
 BZ1419  HISTORY     - 1966     GOOD             USGS
 BZ1419  HISTORY     - 1970     GOOD             NGS
 BZ1419
 BZ1419                          STATION DESCRIPTION
 BZ1419
 BZ1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1419'ABOUT 4 MILES S OF MOUNT CALM, 5 MILES NW OF PRAIRIE HILL, ON
 BZ1419'A FLAT HILL, 30 METERS (98 FEET) S OF PERCY WILIES HOUSE, IN
 BZ1419'A LANE LEADING TO HIS BARNS AND PASTURE, AND ABOUT 20 METERS
 BZ1419'(66 FEET) FROM THE GATE TO THE PASTURE AND LOT.  THE STATION
 BZ1419'IS 2 METERS (7 FEET) N OF WIRE FENCE ON S SIDE OF LANE.  SURFACE
 BZ1419'AND UNDERGROUND MARKS ARE BRONZE DISK STATION MARKS IN CONCRETE,
 BZ1419'REFERENCE MARK IS BRONZE REFERENCE DISK
 BZ1419'IN CONCRETE, PLACED ABOUT 3 FEET FROM THE N POST
 BZ1419'OF GATE ENTERING PASTURE, AND 21.38 METERS (70.1 FEET) FROM
 BZ1419'STATION.  PRAIRIE HILL CHURCH
 BZ1419'SPIRE, DISTANT ABOUT 5-1/2 MILES.
 BZ1419'ELEVATION OF STATION, 210.4 METERS (690 FEET).
 BZ1419
 BZ1419                          STATION RECOVERY (1935)
 BZ1419
 BZ1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1419'THIS STATION WAS FOUND AS DESCRIBED, AND IS IN EXCELLENT
 BZ1419'CONDITION.  THE HOUSE DESCRIBED AS OCCUPIED BY PERCY WILIE IS NOW
 BZ1419'OCCUPIED BY DAN E. BLACK.  THE STATION IS LOCATED AS DESCRIBED
 BZ1419'WITH THE EXCEPTION THAT THERE IS NO FENCE ALONG THE PATH TO
 BZ1419'THE BARNS NOW.  THE REFERENCE MARK WAS RECOVERED AND IS IN
 BZ1419'EXCELLENT CONDITION.  THE REFERENCE MARK IS LOCATED ABOUT 17.5
 BZ1419'METERS SW OF THE SW CORNER OF THE HOUSE OCCUPIED BY MR. BLACK.
 BZ1419'IT IS LOCATED ABOUT 2.5 METERS SW OF AN OLD MULBERRY STUMP.
 BZ1419'THERE IS NO PASTURE GATE AS DESCRIBED HERE NOW.  BOTH THE
 BZ1419'STATION MARK AND THE REFERENCE MARK ARE PLAINLY VISIBLE FROM
 BZ1419'THE HOUSE, AND NO FURTHER TIES ARE NEEDED.  TO REACH THIS
 BZ1419'HOUSE FROM MOUNT CALM, TAKE STATE HIGHWAY 31 SW FROM DEPOT
 BZ1419'AT MOUNT CALM TO FIRST LEFT HAND ROAD, DISTANCE 0.25 MILE.
 BZ1419'TURN LEFT ON THIS ROAD AND GO 0.4 MILE TO BLACKS HOUSE.  MR.
 BZ1419'BLACKS HOUSE IS A YELLOW HOUSE ON A HILL ON THE RIGHT SIDE OF
 BZ1419'THE ROAD.  DO NOT TAKE THE RIGHT-HAND TURN 1.2 MILES FROM STATE
 BZ1419'HIGHWAY 31.
 BZ1419
 BZ1419                          STATION RECOVERY (1937)
 BZ1419
 BZ1419'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1419'STATION RECOVERED IN GOOD
 BZ1419'CONDITION.  THE FOLLOWING CHANGE IN DESCRIPTION TO BE MADE,
 BZ1419'BEGINNING WITH, IN A LANE LEADING TO HIS BARNS ETC., AND ENDING
 BZ1419'WITH (7 FEET) N OF WIRE FENCE ON S SIDE OF LANE, SUBSTITUTE IN
 BZ1419'EDGE AT FIELD.  NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 BZ1419
 BZ1419                          STATION RECOVERY (1942)
 BZ1419
 BZ1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 BZ1419'STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE IN GOOD
 BZ1419'CONDITION.  ANOTHER REFERENCE MARK (NO.2) AND AN AZIMUTH MARK
 BZ1419'HAVE BEEN SET.
 BZ1419'
 BZ1419'STATION IS LOCATED ABOUT 18 MILES NE OF WACO AND ABOUT 2.5 MILES
 BZ1419'SSE OF MR. CALM.  THE STATION IS ON LAND OWNED BY THE FIRST
 BZ1419'NATIONAL BANK OF WACO.  STATION IS 15 PACES S OF A WIRE FENCE
 BZ1419'LINE, 28 PACES S OF THE SW CORNER OF THE HOUSE, AND 58.5 FEET
 BZ1419'SW OF THE SE CORNER OF THE HOUSE.  AT THE REQUEST OF THE
 BZ1419'PROPERTY OWNER, MARK WAS LOWERED 1 FOOT BELOW GROUND SURFACE.
 BZ1419'IT IS STAMPED WILLIE 1919 1942.
 BZ1419'
 BZ1419'REFERENCE MARK NO. 1 IS 22 PACES SW OF THE SW CORNER OF THE
 BZ1419'HOUSE IN THE FENCE LINE ON THE S SIDE OF THE DRIVEWAY.  MARK
 BZ1419'IS STAMPED WILLIE 1919.
 BZ1419'
 BZ1419'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE ON THE S SIDE
 BZ1419'OF THE DRIVEWAY ABOUT 13 PACES SSE OF THE SE CORNER OF THE HOUSE.
 BZ1419'MARK IS STAMPED WILLIE NO. 2 1919 1942.
 BZ1419'
 BZ1419'AZIMUTH MARK IS 0.25 MILE S OF THE STATION ON THE W SIDE OF
 BZ1419'THE ROAD.  MARK IS ABOUT 20 FEET W OF THE CENTER LINE OF THE
 BZ1419'ROAD AND 1 FOOT W OF THE FENCE LINE.  MARK IS STAMPED WILLIE
 BZ1419'1919 1942 AND IS FLUSH WITH THE GROUND.
 BZ1419'
 BZ1419'TO REACH THE STATION FROM MT. CALM RAILROAD STATION GO SOUTHWESTERLY
 BZ1419'ON A PAVED ROAD PARALLEL WITH THE TRACKS FOR 0.3 MILE TO A SIDE
 BZ1419'ROAD LEFT, TURN LEFT ACROSS THE TRACKS AND GO 2.4 MILES ON
 BZ1419'A GRAVEL ROAD TO A SHARP TURN IN THE ROAD TO THE RIGHT, TURN
 BZ1419'RIGHT AND FOLLOW THE MAIN-TRAVELED ROAD FOR 0.8 MILE TO TOP OF
 BZ1419'HILL AND THE DRIVE ON THE RIGHT.  TURN RIGHT INTO THE DRIVE AND
 BZ1419'GO 0.05 MILE TO THE FARMHOUSE AND THE STATION ON THE LEFT.
 BZ1419
 BZ1419                          STATION RECOVERY (1948)
 BZ1419
 BZ1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1419'THE STATION WAS RECOVERED AS DESCRIBED IN 1919 AND ALL MARKS WERE
 BZ1419'FOUND IN GOOD CONDITION.  THE DISTANCE TO R.M. NO. 1 WAS CHECKED
 BZ1419'AND FOUND TO BE CORRECT.  AN AZIMUTH MARK AND R.M. NO. 2 WERE
 BZ1419'SET IN 1942 BUT NO DATA IS AVAILABLE AT THIS TIME.  A COMPLETE
 BZ1419'NEW DESCRIPTION FOLLOWS.
 BZ1419'
 BZ1419'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF MOUNT CALM, ABOUT
 BZ1419'5 MILES NORTHWEST OF PRAIRIE HILL ON A HIGH KNOLL ON LAND
 BZ1419'OWNED BY MR. H.J. MANARD AND OCCUPIED BY MR. J.W. LEWIS.  IT
 BZ1419'IS NEAR THE EDGE OF A CULTIVATED FIELD, 79 FEET SOUTH OF THE
 BZ1419'SOUTHWEST CORNER OF THE HOUSE AND 43 FEET SOUTH OF AN EAST WEST
 BZ1419'FENCE LINE.  THE DISK IS STAMPED WILLIE 1919 AND IS 1 FOOT
 BZ1419'BELOW THE SURFACE OF THE GROUND.
 BZ1419'
 BZ1419'REFERENCE MARK NO. 1 IS 70.21 FEET NORTHWEST OF THE STATION, 62
 BZ1419'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AND IS SET
 BZ1419'IN THE FENCE LINE.  THE DISK IS STAMPED WILLIE 1919 AND PROJECTS
 BZ1419'4 INCHES.
 BZ1419'
 BZ1419'REFERENCE MARK NO. 2 IS 66.35 FEET NORTHEAST OF THE STATION, 36
 BZ1419'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND IS SET
 BZ1419'IN THE FENCE LINE.  THE DISK IS STAMPED WILLIE NO 2 1942 AND
 BZ1419'PROJECTS 4 INCHES.
 BZ1419'
 BZ1419'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH EAST OF THE STATION, ON
 BZ1419'THE WEST SIDE OF THE DIRT ROAD AND IS SET IN THE NORTH-SOUTH
 BZ1419'RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED WILLIE 1942 AND
 BZ1419'PROJECTS 2 INCHES.  IT IS A STANDARD REFERENCE MARK DISK.
 BZ1419'
 BZ1419'(NOTE--THE ROAD DITCH HAS BEEN CUT DEEPER ALONG THE EAST SIDE OF
 BZ1419'THE MARK.  IT HAS SETTLED ON THE EAST SIDE AND PROBABLY MOVED
 BZ1419'FROM ITS ORIGINAL POSITION.)
 BZ1419'
 BZ1419'TO REACH THE STATION FROM THE DEPOT IN MOUNT CALM, GO WEST
 BZ1419'ALONG THE NORTH SIDE OF RAILROAD FOR 0.3 MILE.  THEN TURN LEFT
 BZ1419'ACROSS THE TRACKS AND FOLLOW THE MAIN ROAD SOUTH AND SOUTHWEST
 BZ1419'FOR 3.3 MILES TO THE ENTRANCE LANE TO A FARM HOUSE ON THE HILL.
 BZ1419'HERE TURN RIGHT AND GO TO THE HOUSE ON RIGHT AND STATION ON LEFT
 BZ1419'AS DESCRIBED.
 BZ1419'
 BZ1419'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO MAIN ROAD
 BZ1419'AND TURN RIGHT, GO SOUTH 0.2 MILE TO AZIMUTH MARK ON RIGHT.
 BZ1419'
 BZ1419'A 74 FOOT SIGNAL AT MC HILL IS VISIBLE FROM THE GROUND.
 BZ1419'
 BZ1419'A 74 FOOT SIGNAL AT WEST 1919 IS VISIBLE AT 10 FEET.
 BZ1419'
 BZ1419'A 74 FOOT SIGNAL AT MOUNT CALM IS VISIBLE AT 20 FEET.
 BZ1419'
 BZ1419'A 74 FOOT SIGNAL AT HUBBARD 1919 IS VISIBLE AT 37 FEET.
 BZ1419
 BZ1419                          STATION RECOVERY (1957)
 BZ1419
 BZ1419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BZ1419'STATION RECOVERED IN GOOD CONDITION.  TABLETS ARE STAMPED AS
 BZ1419'FOLLOWS--STATION MARK AND REFERENCE MARK NO. 1 WILLIE, REFERENCE
 BZ1419'MARK NO. 2 AND AZIMUTH MARK WILLIE.
 BZ1419
 BZ1419                          STATION RECOVERY (1966)
 BZ1419
 BZ1419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BZ1419'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31096-4, STATION 1020.
 BZ1419'RECOVERED BY USGS IN 1966.
 BZ1419'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE 1 FT. BELOW
 BZ1419'SURFACE, STAMPED---WILIE 1919, 1942---.
 BZ1419
 BZ1419                          STATION RECOVERY (1970)
 BZ1419
 BZ1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 BZ1419'THE STATION MARK, AND REFERENCE MARKS WERE RECOVERED AND FOUND
 BZ1419'IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION IS
 BZ1419'VERY ADEQUATE.
 BZ1419'
 BZ1419'THE HOUSE MENTIONED IN THE 1948 AND 1919 DESCRIPTION HAS
 BZ1419'BURNED TO THE GROUND IN 1969.  NEW REFERENCE DISTANCES TO THE
 BZ1419'STATION MARK WERE TAKEN FROM THE SOUTHERLY MOST TELEPHONE POLE
 BZ1419'EXTENDING INTO THE FARM FROM THE MAIN DIRT TRACK ROAD.  THE
 BZ1419'DISTANCE FROM THE POLE TO THE STATION MARK IS 83 FEET NORTHEAST
 BZ1419'OF THE POWER POLE.
 BZ1419'
 BZ1419'REFERENCE MARK NO. 1 IS 55 FEET SOUTH EAST OF THE POWER POLE.
 BZ1419'
 BZ1419'REFERENCE MARK NO. 2 IS 20 FEET NORTHEAST OF THE POWER POLE.
 BZ1419'
 BZ1419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 BZ1419'NORTHWEST OF PRAIRIE HILL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2229 ***********************************************************************
 BL2229  DESIGNATION -  WILLIS
 BL2229  PID         -  BL2229
 BL2229  STATE/COUNTY-  TX/MONTGOMERY
 BL2229  USGS QUAD   -  WILLIS (1997)
 BL2229
 BL2229                         *CURRENT SURVEY CONTROL
 BL2229  ___________________________________________________________________
 BL2229* NAD 83(1993)-  30 23 18.26932(N)    095 24 21.67791(W)     ADJUSTED  
 BL2229* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 BL2229  ___________________________________________________________________
 BL2229  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL2229  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2229
 BL2229  HORZ ORDER  -  FIRST
 BL2229
 BL2229.The horizontal coordinates were established by classical geodetic methods
 BL2229.and adjusted by the National Geodetic Survey in February 1996..
 BL2229
 BL2229.The orthometric height was scaled from a topographic map.
 BL2229
 BL2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2229
 BL2229.The geoid height was determined by GEOID03.
 BL2229
 BL2229;                    North         East     Units Scale Factor Converg.
 BL2229;SPC TX C     - 3,090,495.131 1,173,371.788   MT  0.99993856   +2 32 16.3
 BL2229;SPC TX C     -10,139,399.44  3,849,637.27   sFT  0.99993856   +2 32 16.3
 BL2229;UTM  15      - 3,364,281.726   268,820.353   MT  1.00025937   -1 13 03.5
 BL2229
 BL2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2229!SPC TX C     -   0.99999050  x   0.99993856  =   0.99992906
 BL2229!UTM  15      -   0.99999050  x   1.00025937  =   1.00024987
 BL2229
 BL2229|---------------------------------------------------------------------|
 BL2229| PID    Reference Object                     Distance      Geod. Az  |
 BL2229|                                                           dddmmss.s |
 BL2229| CV8632 WILLIS RM 1                          40.079 METERS 14214     |
 BL2229| CV8631 WILLIS AZ MK                                       2082150.9 |
 BL2229| BL2225 CONROE MONTGOMERY CO CTHSE FS       APPROX. 9.8 KM 2101600.5 |
 BL2229| BL2228 J 332 USFS 1942                       7.974 METERS 21825     |
 BL2229| CV8634 WILLIS RM 3                          36.485 METERS 24254     |
 BL2229| CV8633 WILLIS RM 2                          32.570 METERS 24831     |
 BL2229| BL2230 WILLIS MUNICIPAL TANK               APPROX. 8.0 KM 2984955.4 |
 BL2229|---------------------------------------------------------------------|
 BL2229
 BL2229                          SUPERSEDED SURVEY CONTROL
 BL2229
 BL2229  NAD 83(1986)-  30 23 18.28227(N)    095 24 21.66177(W) AD(       ) 1
 BL2229  NAD 27      -  30 23 17.53800(N)    095 24 20.88000(W) AD(       ) 1
 BL2229
 BL2229.Superseded values are not recommended for survey control.
 BL2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2229.See file dsdata.txt to determine how the superseded data were derived.
 BL2229
 BL2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6882064282(NAD 83)
 BL2229_MARKER: DS = TRIANGULATION STATION DISK
 BL2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2229
 BL2229  HISTORY     - Date     Condition        Report By
 BL2229  HISTORY     - 1942     MONUMENTED       CGS
 BL2229  HISTORY     - 1952     GOOD             CGS
 BL2229  HISTORY     - 1960     GOOD             CGS
 BL2229
 BL2229                          STATION DESCRIPTION
 BL2229
 BL2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2229'STATION IS 5 MILES ESE OF WILLIS, IN THE NW ANGLE OF A
 BL2229'CROSSROADS INTERSECTION AND ON THE EDGE OF THE COUNTY ROAD
 BL2229'RIGHT-OF-WAY.  IT IS 62 FEET N OF THE CENTER LINE OF AN
 BL2229'E-AND-W ROAD, 45 FEET W OF THE CENTER LINE OF A N-AND-S ROAD,
 BL2229'30 FEET N OF A LARGE CONCRETE RIGHT-OF-WAY POST, AND 5 FEET
 BL2229'NNE OF A WHITE REFERENCE POST.  IT IS STAMPED WILLIS 1942
 BL2229'AND PROJECTS 5 INCHES.
 BL2229'
 BL2229'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2229'BRONZE DISKS SET IN CONCRETE.
 BL2229'
 BL2229'REFERENCE MARK NO. 1 IS SE OF THE STATION, 85 FEET W OF THE
 BL2229'CENTER LINE OF THE N-AND-S ROAD, 43 FEET N OF THE CENTER
 BL2229'LINE OF THE E-AND-W ROAD, AND 25 FEET SE OF A LANE LEADING
 BL2229'ENE.  IT IS STAMPED WILLIS NO. 1 1942 AND PROJECTS 6 INCHES.
 BL2229'
 BL2229'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 106 FEET W OF THE
 BL2229'N-AND-S ROAD, AND 37 FEET S OF THE E-AND-W ROAD.  IT IS
 BL2229'STAMPED WILLIS NO. 2 1942 AND PROJECTS 4 INCHES.
 BL2229'
 BL2229'THE AZIMUTH MARK IS ABOUT 0.35 MILE SSW OF THE STATION, 40
 BL2229'FEET E OF THE CENTER LINE OF THE N-AND-S COUNTY ROAD, AND
 BL2229'4 FEET NNW OF A WHITE REFERENCE POST.  IT IS STAMPED WILLIS
 BL2229'1942 AND PROJECTS 6 INCHES.
 BL2229'
 BL2229'TO REACH STATION FROM WILLIS GO S FROM THE JOHNSON SERVICE
 BL2229'STATION ON U.S. HIGHWAY 75 FOR 0.25 MILE AND TURN LEFT, E,
 BL2229'OFF THE HIGHWAY, GO 0.45 MILE AND TAKE RIGHT FORK AT A SMALL
 BL2229'GROCERY STORE, GO 4.85 MILES TO A CROSSROADS AND THE STATION.
 BL2229'
 BL2229'A 100-FOOT SIGNAL AT FOSTER IS VISIBLE AT 77 FEET.
 BL2229'
 BL2229'A 90-FOOT SIGNAL AT HAWTHORNE IS VISIBLE AT 90 FEET.
 BL2229'
 BL2229'90-FOOT SIGNALS AT WILLIS LOOKOUT, DORA, HORCO, AND CONROE
 BL2229'ARE VISIBLE AT 77 FEET.
 BL2229
 BL2229                          STATION RECOVERY (1952)
 BL2229
 BL2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2229'THE STATION AND ALL MARKS WERE RECOVERED AND ARE IN GOOD
 BL2229'CONDITION.  A DISCREPANCY WAS FOUND IN THE MEASUREMENT AND
 BL2229'DIRECTION OF BOTH REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL2229'NO. 2, AND IN THE DIRECTION OF THE AZIMUTH MARK.  THE J 332
 BL2229'(USDA) MARK IS LOOSE IN THE GROUND AND A DISCREPANCY WAS
 BL2229'FOUND IN THE 1942 DIRECTION.
 BL2229'
 BL2229'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL2229'
 BL2229'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF CONROE AND
 BL2229'5.0 MILES EAST-SOUTHEAST OF WILLIS IN THE NORTHWEST ANGLE
 BL2229'OF A CROSSROAD.  IT IS 61.0 FEET NORTH OF THE CENTER OF
 BL2229'AN OILED ROAD, 45.0 FEET WEST OF THE CENTER OF FARM ROAD
 BL2229'NO. 1484 AND 29.0 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 BL2229'MARKER.  IT PROJECTS 5 INCHES AND IS STAMPED WILLIS 1942.
 BL2229'
 BL2229'REFERENCE MARK NO. 1 IS LOCATED ACROSS FARM ROAD NO. 1484 IN
 BL2229'THE NORTHEAST ANGLE OF A CROSSROAD.  IT IS 44.0 FEET NORTH
 BL2229'OF THE CENTER OF AN OILED ROAD AND 28.0 FEET SOUTHEAST OF
 BL2229'THE CENTER OF A NORTHEAST-SOUTHWEST GRAVELED ROAD.  IT PROJECTS
 BL2229'4 INCHES AND IS STAMPED WILLIS NO 1 1942.
 BL2229'
 BL2229'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE OILED ROAD FROM
 BL2229'THE STATION IN THE SOUTHWEST ANGLE OF A CROSSROAD.  IT IS
 BL2229'41.0 FEET SOUTH OF THE CENTER OF AN OILED ROAD, PROJECTS
 BL2229'3 INCHES AND IS STAMPED WILLIS NO 2 1942.
 BL2229'
 BL2229'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 BL2229'MARK NO. 2 IS 191.30 FEET.
 BL2229'
 BL2229'THE AZIMUTH MARK IS 42.0 FEET EAST OF THE CENTER OF FARM
 BL2229'ROAD NO. 1484 AND 1.0 FOOT WEST OF A WITNESS POST.  IT PROJECTS
 BL2229'2 INCHES AND IS STAMPED WILLIS 1942.
 BL2229'
 BL2229'J 332 (USDA) IS IN THE NORTHWEST ANGLE OF THE CROSSROAD,
 BL2229'43.0 FEET WEST OF THE CENTER OF FARM ROAD NO. 1484, 35.0
 BL2229'FEET NORTH OF THE CENTER OF AN OILED ROAD AND 4.0 FEET
 BL2229'EAST-NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.  IT IS
 BL2229'A BRONZE DISK SET IN THE TOP OF A 4 INCH CIRCULAR CONCRETE
 BL2229'POST PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND
 BL2229'AND IS STAMPED J 332 1934.
 BL2229'
 BL2229'TO REACH THE STATION FROM THE POST OFFICE IN CONROE, GO EASTERLY
 BL2229'ON STATE ROUTE NO. 105 FOR 0.8 MILE TO FARM ROAD NO. 1484
 BL2229'ON THE LEFT.  TURN LEFT AND GO NORTH, NORTHEAST AND NORTH
 BL2229'ON FARM ROAD NO. 1484 FOR 5.1 MILES TO THE AZIMUTH MARK ON
 BL2229'THE RIGHT.  CONTINUE NORTH ON FARM ROAD NO. 1484 FOR 0.35
 BL2229'MILE TO A CROSSROAD AND THE STATION IN THE NORTHWEST ANGLE
 BL2229'AS DESCRIBED.
 BL2229
 BL2229                          STATION RECOVERY (1960)
 BL2229
 BL2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 BL2229'THIS STATION, THE AZIMUTH MARK AND REFERENCE MARKS NOS. 1
 BL2229'AND 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  J 332
 BL2229'(USDA) WHICH WAS ESTABLISHED AS A REFERENCE BY TRAVERSE
 BL2229'HAS BEEN DESTROYED.  THE BASE OF THE CONCRETE POST WAS FOUND
 BL2229'IN PLACE.  R.M. NO. 3 1960 WAS ESTABLISHED.
 BL2229'
 BL2229'A NEW DESCRIPTION IS AS FOLLOWS.  THE STATION IS IN THE NORTH
 BL2229'POINT OF THE INTERSECTION OF F.M. ROADS NOS. 1484 AND 2432,
 BL2229'6 MILES NORTHEAST OF CONROE AND 5 MILES SOUTHEAST OF WILLIS,
 BL2229'2 FEET SOUTH OF THE CORNER POST OF THE RIGHT-OF-WAY FENCES
 BL2229'AND 6 FEET EAST OF A TELEPHONE POLE.  IT IS A STANDARD DISK
 BL2229'STAMPED WILLIS 1942 AND PROJECTS ABOUT 5 INCHES.
 BL2229'
 BL2229'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WILLIS 1942 IN
 BL2229'A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  IT IS 2 FEET
 BL2229'WEST OF THE EAST RIGHT-OF-WAY FENCE AND A WITNESS POST AND
 BL2229'IS 0.35 MILE SOUTH OF THE STATION ALONG F.M. ROAD 1484 TOWARD
 BL2229'CONROE.
 BL2229'
 BL2229'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WILLIS 1942
 BL2229'NO. 1 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.  IT IS
 BL2229'IN THE EAST POINT OF THE INTERSECTION, ABOUT 45 FEET NORTH
 BL2229'OF THE CENTERLINE OF THE HIGHWAY EAST WHICH IS FM 2432 AND
 BL2229'75 FEET EAST OF THE CENTERLINE OF FM 1484 TO THE NORTH.
 BL2229'
 BL2229'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED WILLIS 1942
 BL2229'NO 3 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 BL2229'IT IS IN THE WEST POINT OF THE INTERSECTION, 3 FEET SOUTH OF THE
 BL2229'SOUTH RIGHT-OF-WAY FENCE OF FM ROAD 2432 TOWARD WILLIS.
 BL2229'
 BL2229'TO REACH FROM CONROE--GO EAST ON HIGHWAY NO. 105, 0.8 MILE.
 BL2229'THEN TURN LEFT AND GO NORTH AND NORTHEAST ON FM. ROAD 1484,
 BL2229'05.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.35
 BL2229'MILE TO THE INTERSECTION AND THE STATION ON THE LEFT AS
 BL2229'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2988 ***********************************************************************
 BX2988  DESIGNATION -  WILLIS
 BX2988  PID         -  BX2988
 BX2988  STATE/COUNTY-  TX/JASPER
 BX2988  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2988
 BX2988                         *CURRENT SURVEY CONTROL
 BX2988  ___________________________________________________________________
 BX2988* NAD 83(1993)-  31 07 50.95449(N)    093 59 59.16175(W)     ADJUSTED  
 BX2988* NAVD 88     -        89.9    (meters)     295.     (feet)  VERTCON   
 BX2988  ___________________________________________________________________
 BX2988  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 BX2988  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BX2988
 BX2988  HORZ ORDER  -  FIRST
 BX2988
 BX2988.The horizontal coordinates were established by classical geodetic methods
 BX2988.and adjusted by the National Geodetic Survey in February 1996..
 BX2988
 BX2988.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2988
 BX2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2988
 BX2988.The geoid height was determined by GEOID03.
 BX2988
 BX2988;                    North         East     Units Scale Factor Converg.
 BX2988;SPC TX C     - 3,179,498.496 1,303,659.067   MT  0.99988428   +3 15 43.8
 BX2988;SPC TX C     -10,431,404.65  4,277,088.12   sFT  0.99988428   +3 15 43.8
 BX2988;UTM  15      - 3,444,530.254   404,684.444   MT  0.99971206   -0 31 00.9
 BX2988
 BX2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2988!SPC TX C     -   0.99999027  x   0.99988428  =   0.99987455
 BX2988!UTM  15      -   0.99999027  x   0.99971206  =   0.99970233
 BX2988
 BX2988|---------------------------------------------------------------------|
 BX2988| PID    Reference Object                     Distance      Geod. Az  |
 BX2988|                                                           dddmmss.s |
 BX2988| CV8636 WILLIS RM 1                          23.039 METERS 07734     |
 BX2988| BX2980 MAYFLOWER HTT MICROWAVE KLF 32      APPROX.16.1 KM 1065849.2 |
 BX2988| BX2981 MAYFLOWER GULF ST KYB 87 MAST       APPROX.16.2 KM 1083331.6 |
 BX2988| BX2982 MAYFLOWER ATT MICROWAVE KGP 72      APPROX.16.2 KM 1084922.0 |
 BX2988| CV8635 WILLIS AZ MK                                       1825904.2 |
 BX2988| BY2632 ROSIN RESET                         APPROX. 7.0 KM 3252614.8 |
 BX2988| CV8637 WILLIS RM 2                          27.089 METERS 35311     |
 BX2988|---------------------------------------------------------------------|
 BX2988
 BX2988                          SUPERSEDED SURVEY CONTROL
 BX2988
 BX2988  NAD 83(1986)-  31 07 50.96349(N)    093 59 59.15532(W) AD(       ) 1
 BX2988  NAD 27      -  31 07 50.27441(N)    093 59 58.47787(W) AD(       ) 1
 BX2988  NGVD 29 (07/19/86)   89.9    (m)          295.     (f) VERT ANG       
 BX2988
 BX2988.Superseded values are not recommended for survey control.
 BX2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2988.See file dsdata.txt to determine how the superseded data were derived.
 BX2988
 BX2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0468444530(NAD 83)
 BX2988_MARKER: DS = TRIANGULATION STATION DISK
 BX2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2988_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2988
 BX2988  HISTORY     - Date     Condition        Report By
 BX2988  HISTORY     - 1972     MONUMENTED       NGS
 BX2988
 BX2988                          STATION DESCRIPTION
 BX2988
 BX2988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2988'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTH OF JASPER, 8-1/2
 BX2988'MILES SOUTH-SOUTHWEST OF PINELAND AND 1-1/2 MILES SOUTH-SOUTHWEST OF
 BX2988'BROOKLAND AND ON PROPERTY OWNED BY MR. T. E. WILLIS, RR NO. 1
 BX2988'BOX 29 BROOKLAND, TEXAS.
 BX2988'
 BX2988'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 96 AND FARM
 BX2988'ROAD 83 IN THE WEST EDGE OF PINELAND, GO SOUTHERLY ON U. S. HIGHWAY
 BX2988'96 FOR 7.3 MILES TO LOOP 149 ON THE RIGHT, CONTINUE SOUTHERLY ON
 BX2988'U. S. HIGHWAY 96 FOR 1 MILE TO WHERE THE SOUTH END OF LOOP 149
 BX2988'TURNS RIGHT, CONTINUE SOUTHERLY ON U. S. HIGHWAY 96 FOR 0.6 MILES
 BX2988'TO THE TOP OF A HILL AND A CROSSROADS, TURN RIGHT AND GO WESTERLY
 BX2988'ON PAVED ROAD FOR 0.6 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT
 BX2988'AND GO NORTHERLY ON DRIVEWAY FOR 0.15 MILE TO A TRACK ROAD ON
 BX2988'THE LEFT AND END OF DRIVEWAY, TURN LEFT AND GO WESTERLY ON TRACK
 BX2988'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 BX2988'
 BX2988'THE STATION MARKS ARE STANDARD DISKS STAMPED WILLIS 1972.  THE
 BX2988'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2988'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 118 FEET SOUTH
 BX2988'OF THE NORTHEAST CORNER OF A CHICKEN HOUSE, 71 FEET EAST OF
 BX2988'THE SOUTHEAST CORNER OF THE CHICKEN HOUSE, 75 FEET NORTH OF A
 BX2988'POWERLINE POLE WITH A TRANSFORMER AND 24 FEET NORTH-NORTHWEST OF
 BX2988'THE APPROXIMATE CENTER OF THE TRACK ROAD.  THE UNDERGROUND DISK IS
 BX2988'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BX2988'BELOW THE GROUND SURFACE.
 BX2988'
 BX2988'REFERENCE MARK 1, A STANDARD DISK STAMPED WILLIS NO 1 1972, IS SET IN
 BX2988'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2988'WITH THE GROUND SURFACE.  IT IS 61 FEET SOUTHWEST OF THE SOUTHWEST
 BX2988'CORNER OF A HOUSE, 28 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 BX2988'TRACK ROAD, 25 FEET WEST-SOUTHWEST OF A POWERLINE POLE AND 1
 BX2988'FOOT SOUTHWEST OF THE SOUTHEAST CORNER OF A SHED.
 BX2988'
 BX2988'REFERENCE MARK 2, A STANDARD DISK STAMPED WILLIS NO 2 1972, IS SET
 BX2988'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BX2988'WITH THE GROUND SURFACE.  IT IS 35 FEET SOUTH-SOUTHWEST OF THE
 BX2988'NORTHEAST CORNER OF THE CHICKEN HOUSE, 23 FEET NORTH-NORTHEAST OF
 BX2988'A POWERLINE POLE AND 1 FOOT EAST-SOUTHEAST OF THE EAST SIDE OF THE
 BX2988'CHICKEN HOUSE.
 BX2988'
 BX2988'AZIMUTH MARK, A STANDARD DISK STAMPED WILLIS 1972, IS SET IN THE TOP
 BX2988'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 BX2988'ABOVE THE GROUND SURFACE.  IT IS 25 FEET SOUTH-SOUTHEAST OF THE
 BX2988'APPROXIMATE CENTER OF THE PAVED ROAD, 3 FEET NORTH-NORTHEAST OF A
 BX2988'14 INCH PINE TREE AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 BX2988'
 BX2988'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY LEADING TO THE STATION,
 BX2988'CONTINUE WESTERLY ON PAVED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 BX2988'ON THE LEFT.
 BX2988'
 BX2988'NEAREST TOWN--BROOKLAND.
 BX2988'
 BX2988'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2059 ***********************************************************************
 FL2059  DESIGNATION -  WILLIS
 FL2059  PID         -  FL2059
 FL2059  STATE/COUNTY-  TX/ROBERTS
 FL2059  USGS QUAD   -  DRY CREEK SE (1971)
 FL2059
 FL2059                         *CURRENT SURVEY CONTROL
 FL2059  ___________________________________________________________________
 FL2059* NAD 83(1993)-  35 45 18.01687(N)    100 45 20.34436(W)     ADJUSTED  
 FL2059* NAVD 88     -       941.     (meters)    3087.     (feet)  SCALED    
 FL2059  ___________________________________________________________________
 FL2059  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FL2059  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FL2059
 FL2059  HORZ ORDER  -  FIRST
 FL2059
 FL2059.The horizontal coordinates were established by classical geodetic methods
 FL2059.and adjusted by the National Geodetic Survey in February 1996..
 FL2059
 FL2059.The orthometric height was scaled from a topographic map.
 FL2059
 FL2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2059
 FL2059.The geoid height was determined by GEOID03.
 FL2059
 FL2059;                    North         East     Units Scale Factor Converg.
 FL2059;SPC TX N     - 1,194,949.530   267,314.725   MT  0.99992813   +0 25 53.0
 FL2059;SPC TX N     - 3,920,430.25    877,015.06   sFT  0.99992813   +0 25 53.0
 FL2059;UTM  14      - 3,958,196.700   341,271.416   MT  0.99991047   -1 01 33.9
 FL2059
 FL2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2059!SPC TX N     -   0.99985654  x   0.99992813  =   0.99978468
 FL2059!UTM  14      -   0.99985654  x   0.99991047  =   0.99976702
 FL2059
 FL2059|---------------------------------------------------------------------|
 FL2059| PID    Reference Object                     Distance      Geod. Az  |
 FL2059|                                                           dddmmss.s |
 FL2059| CL3623 WILLIS RM 1                          21.683 METERS 00758     |
 FL2059| CL3622 WILLIS AZ MK                                       1214845.6 |
 FL2059| CL3624 WILLIS RM 2                          17.100 METERS 17007     |
 FL2059|---------------------------------------------------------------------|
 FL2059
 FL2059                          SUPERSEDED SURVEY CONTROL
 FL2059
 FL2059  NAD 83(1993)-  35 45 18.01773(N)    100 45 20.34374(W) AD(       ) 1
 FL2059  NAD 83(1986)-  35 45 18.02285(N)    100 45 20.33290(W) AD(       ) 1
 FL2059  NAD 27      -  35 45 17.86900(N)    100 45 18.82000(W) AD(       ) 1
 FL2059
 FL2059.Superseded values are not recommended for survey control.
 FL2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2059.See file dsdata.txt to determine how the superseded data were derived.
 FL2059
 FL2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4127158197(NAD 83)
 FL2059_MARKER: DS = TRIANGULATION STATION DISK
 FL2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2059
 FL2059  HISTORY     - Date     Condition        Report By
 FL2059  HISTORY     - 1951     MONUMENTED       CGS
 FL2059  HISTORY     - 1964     GOOD             CGS
 FL2059
 FL2059                          STATION DESCRIPTION
 FL2059
 FL2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2059'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF MIAMI,
 FL2059'0.1 MILE SOUTHEAST OF A RANCHHOUSE, 23 FEET SOUTHWEST OF
 FL2059'A DRIVEWAY AND A CATTLE GUARD, 11 FEET WEST OF A FENCE LINE,
 FL2059'AND ON THE PROPERTY OF MR. WILLIS CLARK.
 FL2059'
 FL2059'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 FL2059'AND FARM ROAD 282.  GO NORTH ACROSS THE TRACKS ON FARM
 FL2059'ROAD 282 FOR 1.4 MILES TO THE JUNCTION OF FARM ROADS 282
 FL2059'AND 283.  TAKE FARM ROAD 283 AND GO NORTHERLY FOR 6.4 MILES
 FL2059'TO A POINT WHERE FARM ROAD 283 TURNS NORTH AND A DIRT ROAD
 FL2059'GOES WEST, TURN LEFT AND FOLLOW THE DIRT ROAD WEST FOR 1.4
 FL2059'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR
 FL2059'0.3 MILE TO A CATTLE GUARD ON THE RIGHT, TURN RIGHT AND GO
 FL2059'NORTH FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 FL2059'
 FL2059'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL2059'POSTS.
 FL2059'
 FL2059'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 FL2059'WILLIS 1951.
 FL2059'
 FL2059'REFERENCE MARK NO. 1 IS 36 FEET NORTH OF A DRIVEWAY AND
 FL2059'A CATTLE GUARD AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 FL2059'PROJECTS 6 INCHES, AND THE DISK IS STAMPED WILLIS NO 1 1951.
 FL2059'
 FL2059'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A FENCE LINE.  THE
 FL2059'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED WILLIS NO
 FL2059'2 1951.
 FL2059'
 FL2059'THE AZIMUTH MARK IS 38 FEET SOUTH OF THE APPROXIMATE CENTER
 FL2059'OF A DIRT ROAD, 2 FEET WEST OF A GATE, AND 1 FOOT NORTH OF
 FL2059'A FENCE LINE.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 FL2059'IS STAMPED WILLIS 1951.
 FL2059'
 FL2059'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FL2059
 FL2059                          STATION RECOVERY (1964)
 FL2059
 FL2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 FL2059'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK
 FL2059'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL
 FL2059'DESCRIPTION.  THE ROUTE TO REACH THE STATION WAS CHECKED AND FOUND
 FL2059'TO BE CORRECT.  AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT
 FL2059'AZIMUTH MARK WAS DESTROYED TO CLEAR FOR RECONSTRUCTION OF RM
 FL2059'HIGHWAY 2699 AFTER A NEW AZIMUTH MARK WAS SET ON LINE TOWARDS
 FL2059'THE STATION FROM THE OLD AZIMUTH MARK.
 FL2059'
 FL2059'THE DESCRIPTION OF THE RESET AZIMUTH MARK IS AS FOLLOWS--AZIMUTH MARK
 FL2059'IS A STANDARD DISK STAMPED WILLIS 1951 RESET 1964, IS SET IN A
 FL2059'12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 FL2059'49 FEET NORTH OF THE CENTER LINE OF ROAD, 1 FOOT SOUTH OF THE
 FL2059'NORTH RIGHT-OF-WAY FENCE, AND 1 FOOT WEST OF A METAL WITNESS
 FL2059'POST.
 FL2059'
 FL2059'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PRIVATE
 FL2059'DRIVEWAY FOR 0.35 MILE TO THE MAIN ROAD, TURN LEFT, GO EAST ON THE
 FL2059'MAIN ROAD FOR 0.2 MILE TO AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2231 ***********************************************************************
 BL2231  DESIGNATION -  WILLIS LOOKOUT
 BL2231  PID         -  BL2231
 BL2231  STATE/COUNTY-  TX/MONTGOMERY
 BL2231  USGS QUAD   -  WILLIS (1997)
 BL2231
 BL2231                         *CURRENT SURVEY CONTROL
 BL2231  ___________________________________________________________________
 BL2231* NAD 83(1993)-  30 28 36.89440(N)    095 24 14.66607(W)     ADJUSTED  
 BL2231* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 BL2231  ___________________________________________________________________
 BL2231  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BL2231  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL2231
 BL2231  HORZ ORDER  -  SECOND
 BL2231
 BL2231.The horizontal coordinates were established by classical geodetic methods
 BL2231.and adjusted by the National Geodetic Survey in February 1996..
 BL2231
 BL2231.The orthometric height was scaled from a topographic map.
 BL2231
 BL2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2231
 BL2231.The geoid height was determined by GEOID03.
 BL2231
 BL2231;                    North         East     Units Scale Factor Converg.
 BL2231;SPC TX C     - 3,100,304.972 1,173,124.181   MT  0.99992335   +2 32 19.9
 BL2231;SPC TX C     -10,171,583.90  3,848,824.92   sFT  0.99992335   +2 32 19.9
 BL2231;UTM  15      - 3,374,089.920   269,216.218   MT  1.00025710   -1 13 11.5
 BL2231
 BL2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2231!SPC TX C     -   0.99998467  x   0.99992335  =   0.99990802
 BL2231!UTM  15      -   0.99998467  x   1.00025710  =   1.00024176
 BL2231
 BL2231|---------------------------------------------------------------------|
 BL2231| PID    Reference Object                     Distance      Geod. Az  |
 BL2231|                                                           dddmmss.s |
 BL2231| BL2232 WILLIS LOT 1935 ECC PT 1              9.696 METERS 09340     |
 BL2231| CV8639 WILLIS LOOKOUT RM 1                  23.910 METERS 18413     |
 BL2231| CV8638 WILLIS LOOKOUT AZ MK                               2192242.5 |
 BL2231| BL2274 MOORES GROVE USFS LOT               APPROX.16.5 KM 2963302.0 |
 BL2231| BL2174 NEW WAVERLY ST JOSEPHS CATH CH      APPROX. 9.9 KM 3112938.8 |
 BL2231| CV8640 WILLIS LOOKOUT RM 2                  20.342 METERS 31851     |
 BL2231|---------------------------------------------------------------------|
 BL2231
 BL2231                          SUPERSEDED SURVEY CONTROL
 BL2231
 BL2231  NAD 83(1986)-  30 28 36.90660(N)    095 24 14.65059(W) AD(       ) 2
 BL2231  NAD 27      -  30 28 36.17700(N)    095 24 13.86300(W) AD(       ) 2
 BL2231
 BL2231.Superseded values are not recommended for survey control.
 BL2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2231.See file dsdata.txt to determine how the superseded data were derived.
 BL2231
 BL2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6921674090(NAD 83)
 BL2231_MARKER: DS = TRIANGULATION STATION DISK
 BL2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2231
 BL2231  HISTORY     - Date     Condition        Report By
 BL2231  HISTORY     - 1935     MONUMENTED       CGS
 BL2231  HISTORY     - 1937     GOOD             TXHD
 BL2231  HISTORY     - 1942     GOOD             CGS
 BL2231  HISTORY     - 1951     GOOD             CGS
 BL2231
 BL2231                          STATION DESCRIPTION
 BL2231
 BL2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2231'THIS INTERSECTION STATION IS A STANDARD DISK, PROJECTING
 BL2231'6 INCHES, CENTERED UNDER THE CENTER BOLT OF THE ROOF OF THE
 BL2231'WILLIS FIRE LOOKOUT TOWER.  IT IS 14.14 FEET, 14.33 FEET,
 BL2231'14.32 FEET, AND 14.17 FEET FROM THE NEAR CORNERS OF THE NE, SE,
 BL2231'SW, AND NW FOOTINGS OF THE TOWER, RESPECTIVELY.
 BL2231'
 BL2231'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BL2231'DISKS SET IN CONCRETE.
 BL2231'
 BL2231'NO REFERENCE MARKS ESTABLISHED.
 BL2231'
 BL2231'THE AZIMUTH MARK IS ABOUT 0.6 MILE SSW OF THE STATION, ON THE
 BL2231'E SIDE OF THE SAND ROAD THAT IS FOLLOWED IN GOING FROM THE
 BL2231'TOWN OF WILLIS TO THE STATION.  IT IS 31 FEET E OF THE CENTER
 BL2231'LINE OF THIS ROAD AND ABOUT 45 YARDS S OF A GATE INTO TENANT
 BL2231'SHACK ON THE W.  IT PROJECTS ABOUT 8 INCHES.  THE AZIMUTH MARK IS
 BL2231'NOT VISIBLE FROM THE GROUND AT THIS STATION.
 BL2231'
 BL2231'TO REACH STATION FROM WILLIS TAKE SAND ROAD E FROM RAILROAD
 BL2231'CROSSING AT N END OF STATION AND FOLLOW THE MAIN ROAD 5.9
 BL2231'MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE ON ABOUT 3/4 MILE
 BL2231'TO ROAD TO RIGHT LEADING TO FIRE TOWER, ABOUT 0.3 MILE DISTANT.
 BL2231
 BL2231                          STATION RECOVERY (1937)
 BL2231
 BL2231'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2231'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BL2231'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 BL2231
 BL2231                          STATION RECOVERY (1942)
 BL2231
 BL2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2231'STATION AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED.  THERE
 BL2231'WAS A DISCREPANCY OF 10 SECONDS IN THE DIRECTION TO THE
 BL2231'AZIMUTH MARK AS NOTED BELOW.  TWO NEW REFERENCE MARKS WERE
 BL2231'ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 BL2231'
 BL2231'STATION IS ABOUT 5.25 MILES NE OF THE TOWN OF WILLIS, IN THE
 BL2231'SAM HOUSTON NATIONAL FOREST.  IT IS SET DIRECTLY UNDER THE
 BL2231'WILLIS LOOKOUT TOWER ON STATE OWNED LAND.  THE STATION MARK
 BL2231'IS STAMPED WILLIS LOOKOUT 1935 AND PROJECTS
 BL2231'ABOUT 6 INCHES.
 BL2231'
 BL2231'REFERENCE MARK NO. 1 1942 IS A STANDARD DISK SET N OF THE
 BL2231'STATION, 16 FEET N OF A 16-INCH OAK TREE.  IT IS STAMPED
 BL2231'WILLIS LOOKOUT NO. 1 1942 AND PROJECTS ABOUT 6 INCHES.
 BL2231'
 BL2231'REFERENCE MARK NO. 2 1942 IS A STANDARD DISK SET NW OF THE
 BL2231'STATION, 8 FEET W OF A 10-INCH PINE TREE, 8 FEET S OF AN
 BL2231'8-INCH PINE TREE AND 4 FEET N OF AN 8-INCH PINE TREE.  IT
 BL2231'IS STAMPED WILLIS LOOKOUT NO. 2 1942 AND PROJECTS ABOUT 6
 BL2231'INCHES.
 BL2231'
 BL2231'THE AZIMUTH MARK IS SSW OF THE STATION, 45 FEET S OF THE
 BL2231'CENTER LINE OF A DIRT ROAD, 30 FEET NW OF A TWIN PINE TREE,
 BL2231'11 FEET S OF A FENCE AND 11.6 FEET S OF A WHITE REFERENCE
 BL2231'POST.  IT IS STAMPED WILLIS LOOKOUT 1935 AND PROJECTS ABOUT
 BL2231'8 INCHES.
 BL2231'
 BL2231'OBSERVATIONS WERE TAKEN TO THE AZIMUTH MARK FROM A 4-FOOT
 BL2231'STAND IN THE CROWS NEST OF THE LOOKOUT TOWER, COLLIMATED
 BL2231'OVER THE TRUE STATION AND THERE WAS FOUND TO BE A 10-SECOND
 BL2231'DISCREPANCY FROM THE 1935 OBSERVATION.  THE LOOKOUT TOWER WAS
 BL2231'AGAIN OCCUPIED AND THE DIRECTION TO THE AZIMUTH MARK CHECKED
 BL2231'THE PREVIOUS 1942 OBSERVATION.  THE MAIN SCHEME STATIONS
 BL2231'WERE OBSERVED FROM A 90-FOOT TOWER SET ECCENTRIC TO THE
 BL2231'OLD STATION.
 BL2231'
 BL2231'A 90-FOOT SIGNAL AT HAWTHORNE IS VISIBLE AT 90 FEET.
 BL2231'
 BL2231'A 90-FOOT SIGNAL AT HILL IS VISIBLE AT 77 FEET.
 BL2231'
 BL2231'A 90-FOOT SIGNAL AT EVERGREEN IS VISIBLE AT 77 FEET.
 BL2231'
 BL2231'A 100-FOOT SIGNAL AT FOSTER IS VISIBLE AT 90 FEET.
 BL2231'
 BL2231'A 90-FOOT SIGNAL AT WILLIS IS VISIBLE AT 77 FEET.
 BL2231
 BL2231                          STATION RECOVERY (1951)
 BL2231
 BL2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 BL2231'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BL2231'THE DESCRIPTION IS ADEQUATE TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2230 ***********************************************************************
 BL2230  DESIGNATION -  WILLIS MUNICIPAL TANK
 BL2230  PID         -  BL2230
 BL2230  STATE/COUNTY-  TX/MONTGOMERY
 BL2230  USGS QUAD   -  WILLIS (1997)
 BL2230
 BL2230                         *CURRENT SURVEY CONTROL
 BL2230  ___________________________________________________________________
 BL2230* NAD 83(1993)-  30 25 23.00416(N)    095 28 43.29208(W)     ADJUSTED  
 BL2230* NAVD 88     -                                                        
 BL2230  ___________________________________________________________________
 BL2230  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BL2230  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL2230
 BL2230  HORZ ORDER  -  THIRD
 BL2230
 BL2230.The horizontal coordinates were established by classical geodetic methods
 BL2230.and adjusted by the National Geodetic Survey in February 1996..
 BL2230
 BL2230
 BL2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2230
 BL2230.The geoid height was determined by GEOID03.
 BL2230
 BL2230;                    North         East     Units Scale Factor Converg.
 BL2230;SPC TX C     - 3,094,025.381 1,166,227.152   MT  0.99993233   +2 30 01.5
 BL2230;SPC TX C     -10,150,981.60  3,826,196.91   sFT  0.99993233   +2 30 01.5
 BL2230;UTM  15      - 3,368,273.774   261,919.938   MT  1.00029932   -1 15 20.7
 BL2230
 BL2230                          SUPERSEDED SURVEY CONTROL
 BL2230
 BL2230  NAD 83(1986)-  30 25 23.01668(N)    095 28 43.27588(W) AD(       ) 4
 BL2230  NAD 27      -  30 25 22.28000(N)    095 28 42.47900(W) AD(       ) 3
 BL2230
 BL2230.Superseded values are not recommended for survey control.
 BL2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2230.See file dsdata.txt to determine how the superseded data were derived.
 BL2230
 BL2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6192068274(NAD 83)
 BL2230_MARKER: 53 = ELEVATED TANK
 BL2230
 BL2230  HISTORY     - Date     Condition        Report By
 BL2230  HISTORY     - 1942     FIRST OBSERVED   CGS
 BL2230  HISTORY     - 1952     GOOD             CGS
 BL2230
 BL2230                          STATION DESCRIPTION
 BL2230
 BL2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2230'THIS INTERSECTION STATION IS IN THE SE PART OF WILLIS, 62
 BL2230'PACES W OF THE MISSOURI PACIFIC RAILROAD MAIN TRACK, AND 22
 BL2230'PACES S OF BELL AVENUE.  TANK AND SUPPORTING TOWER ARE OF STEEL
 BL2230'CONSTRUCTION, PAINTED ALUMINUM AND THE NAME WILLIS IS LETTERED
 BL2230'IN BLACK ON THE N AND S SIDES.  IT IS ABOUT 90 FEET HIGH AND
 BL2230'WAS BUILT IN 1941.  POINT LOCATED WAS A BALL AT THE APEX
 BL2230'OF THE CONICAL ROOF OF THE TANK.
 BL2230
 BL2230                          STATION RECOVERY (1952)
 BL2230
 BL2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2230'THE STATION IS LOCATED AT THE EAST EDGE OF WILLIS, 130 FEET
 BL2230'WEST OF THE CENTER OF A NORTH-SOUTH STREET, 70 FEET SOUTH
 BL2230'OF THE CENTER OF AN EAST-WEST STREET AND 65 FEET WEST-NORTHWEST
 BL2230'OF THE NORTHWEST CORNER OF A LARGE WHITE BUILDING.  IT IS
 BL2230'A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 BL2230'TANK HAS A CONICAL SHAPED ROOF WITH A RED LIGHT AT ITS APEX.
 BL2230'THE OVERALL HEIGHT IS ABOUT 135 FEET.
 BL2230'
 BL2230'THE RED LIGHT AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 BL2230'
 BL2230'PROBABLY THE SAME STATION AS LOCATED IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0425 ***********************************************************************
 CR0425  DESIGNATION -  WILLOW
 CR0425  PID         -  CR0425
 CR0425  STATE/COUNTY-  TX/SMITH
 CR0425  USGS QUAD   -  TYLER SOUTH (1973)
 CR0425
 CR0425                         *CURRENT SURVEY CONTROL
 CR0425  ___________________________________________________________________
 CR0425* NAD 83(1993)-  32 21 32.76968(N)    095 19 07.37613(W)     ADJUSTED  
 CR0425* NAVD 88     -       183.869  (meters)     603.24   (feet)  ADJUSTED  
 CR0425  ___________________________________________________________________
 CR0425  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CR0425  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0425  DYNAMIC HT  -         183.653 (meters)     602.53  (feet)  COMP
 CR0425  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CR0425
 CR0425  HORZ ORDER  -  SECOND
 CR0425  VERT ORDER  -  FIRST     CLASS II
 CR0425
 CR0425.The horizontal coordinates were established by classical geodetic methods
 CR0425.and adjusted by the National Geodetic Survey in February 1996..
 CR0425
 CR0425.The orthometric height was determined by differential leveling
 CR0425.and adjusted by the National Geodetic Survey in June 1991..
 CR0425
 CR0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0425
 CR0425.The geoid height was determined by GEOID03.
 CR0425
 CR0425.The dynamic height is computed by dividing the NAVD 88
 CR0425.geopotential number by the normal gravity value computed on the
 CR0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0425.degrees latitude (g = 980.6199 gals.).
 CR0425
 CR0425.The modeled gravity was interpolated from observed gravity values.
 CR0425
 CR0425;                    North         East     Units Scale Factor Converg.
 CR0425;SPC TXNC     - 2,081,318.538   899,369.842   MT  0.99994512   +1 44 06.2
 CR0425;SPC TXNC     - 6,828,459.24  2,950,682.56   sFT  0.99994512   +1 44 06.2
 CR0425;UTM  15      - 3,582,604.368   281,817.199   MT  1.00018707   -1 14 29.5
 CR0425
 CR0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0425!SPC TXNC     -   0.99997526  x   0.99994512  =   0.99992038
 CR0425!UTM  15      -   0.99997526  x   1.00018707  =   1.00016233
 CR0425
 CR0425:                Primary Azimuth Mark                     Grid Az
 CR0425:SPC TXNC     -  WILLOW AZ MK                             149 01 24.4
 CR0425:UTM  15      -  WILLOW AZ MK                             152 00 00.1
 CR0425
 CR0425|---------------------------------------------------------------------|
 CR0425| PID    Reference Object                     Distance      Geod. Az  |
 CR0425|                                                           dddmmss.s |
 CR0425| CY3129 WILLOW AZ MK                                       1504530.6 |
 CR0425| CR0426 WILLOW RM 1                          11.036 METERS 16848     |
 CR0425| CR1288 TYLER STATE PATROL RADIO MAST       APPROX. 2.3 KM 1793904.7 |
 CR0425| CR1292 SUNSET HOME WATER TANK              APPROX. 8.7 KM 2702211.4 |
 CR0425| CR0424 WILLOW RM 2                          12.958 METERS 33225     |
 CR0425|---------------------------------------------------------------------|
 CR0425
 CR0425                          SUPERSEDED SURVEY CONTROL
 CR0425
 CR0425  NAD 83(1986)-  32 21 32.77769(N)    095 19 07.36220(W) AD(       ) 2
 CR0425  NAD 27      -  32 21 32.25010(N)    095 19 06.53750(W) AD(       ) 2
 CR0425  NGVD 29 (??/??/92)  183.895  (m)          603.33   (f) ADJ UNCH    1 2
 CR0425
 CR0425.Superseded values are not recommended for survey control.
 CR0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0425.See file dsdata.txt to determine how the superseded data were derived.
 CR0425
 CR0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8181782604(NAD 83)
 CR0425_MARKER: DS = TRIANGULATION STATION DISK
 CR0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0425_STAMPING: WILLOW 1950
 CR0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0425+STABILITY: SURFACE MOTION
 CR0425
 CR0425  HISTORY     - Date     Condition        Report By
 CR0425  HISTORY     - 1950     MONUMENTED       CGS
 CR0425  HISTORY     - 1955     GOOD             CGS
 CR0425  HISTORY     - 1959     GOOD             NGS
 CR0425  HISTORY     - 1984     GOOD             TXHD
 CR0425  HISTORY     - 19960420 GOOD             USPSQD
 CR0425
 CR0425                          STATION DESCRIPTION
 CR0425
 CR0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR0425'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE MAIN PART
 CR0425'OF THE CITY OF TYLER ON THE HIGHEST POINT OF A SMALL RIDGE.
 CR0425'STATION IS 57 FEET SOUTHWEST OF THE CENTER OF THE TYLER
 CR0425'MUNICIPAL WATER TANK, 31 FEET EAST NORTHEAST OF GASTON
 CR0425'AVE., 8 FEET WEST SOUTHWEST OF STEEL WIRE FENCE THAT ENCLOSES
 CR0425'WATER TANK AND 7.5 FEET WEST NORTHWEST OF WITNESS POST.  THE
 CR0425'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED WILLOW
 CR0425'1950.
 CR0425'
 CR0425'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTERLINE OF
 CR0425'GASTON AVE., 17 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 CR0425'DRIVEWAY LEADING TO WATER TANK, 14 FEET WEST SOUTHWEST OF
 CR0425'FENCE AND 7 FEET WEST SOUTHWEST OF POWER POLE.  THE MARK
 CR0425'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED WILLOW NO
 CR0425'1 1950.
 CR0425'
 CR0425'REFERENCE MARK NO. 2 IS 30 FEET EAST-NORTHEAST OF THE APPROXIMATE
 CR0425'CENTERLINE OF GASTON AVE., AND 7 FEET WEST-SOUTHWEST OF
 CR0425'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 CR0425'WILLOW NO 2 1950.
 CR0425'
 CR0425'AZIMUTH MARK IS 40 FEET EAST OF THE APPROXIMATE CENTERLINE
 CR0425'OF MEADOW LA., 20 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 CR0425'OF GARDEN VALLEY RD., AND 2 FEET NORTH OF WITNESS POST.
 CR0425'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 CR0425'WILLOW 1950.
 CR0425'
 CR0425'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN TYLER
 CR0425'GO WEST, SOUTH AND WEST ON STATE ROUTE 31 FOR 1.05 MILES
 CR0425'TO JUNCTION OF U.S. HIGHWAY 69.  TURN RIGHT AND GO NORTH
 CR0425'ON U.S. HIGHWAY 69 FOR 0.6 MILE TO TOP OF HILL AND STATION
 CR0425'NEAR WATER TANK AS DESCRIBED.  TO REACH AZIMUTH FROM STATION
 CR0425'GO SOUTHEAST ON GASTON AVE. FOR 0.2 MILE TO JUNCTION WITH
 CR0425'MEADOW LA. AND GARDEN VALLEY RD. AND AZIMUTH MARK IN SOUTHEAST
 CR0425'CORNER OF JUNCTION AS DESCRIBED.
 CR0425'
 CR0425'A 74 FOOT SIGNAL AT STATION SAND IS VISIBLE FROM THE GROUND.
 CR0425'
 CR0425'AN 87 FOOT SIGNAL AT STATION POUNDS IS VISIBLE FROM THE GROUND.
 CR0425'
 CR0425'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CR0425
 CR0425                          STATION RECOVERY (1955)
 CR0425
 CR0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CR0425'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CR0425'IN GOOD CONDITION.  A SEARCH OF 1/2 HOUR WAS MADE FOR THE
 CR0425'AZIMUTH MARK BUT IT WAS NOT FOUND.  THE SITE OF THE MARK
 CR0425'LOOKS UNCHANGED AND THE DESCRIPTION IS ADEQUATE.  IT IS BELIEVED
 CR0425'THAT THE MARK HAS BEEN DESTROYED.
 CR0425
 CR0425                          STATION RECOVERY (1959)
 CR0425
 CR0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CR0425'2.3 MI W FROM TYLER.
 CR0425'ABOUT 1.2 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0425'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER TO THE U.S. HIGHWAY 69
 CR0425'UNDERPASS, THENCE ABOUT 1.1 MILE NORTHWEST ALONG U.S. HIGHWAY 69 TO A
 CR0425'LARGE STEEL WATER TOWER, 131 FEET EAST OF THE CENTER LINE OF U.S.
 CR0425'HIGHWAY 69, 27 FEET NORTHEAST OF THE CENTER LINE OF NORTH GASTON
 CR0425'AVENUE, 42.5 FEET SOUTHEAST OF WILLOW R.M. 2, 36.2 FEET
 CR0425'NORTH-NORTHWEST OF WILLOW R.M. 1, 18 FEET NORTHWEST OF THE CENTER LINE
 CR0425'OF A GATE AND ENTRANCE TO THE WATER TOWER, 8 1/2 FEET SOUTHWEST OF A
 CR0425'FENCE, ON THE TOP OF A SMALL BANK, ABOUT 5 FEET ABOVE THE LEVEL OF
 CR0425'NORTH GASTON AVENUE, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 CR0425'INCHES.
 CR0425
 CR0425                          STATION RECOVERY (1984)
 CR0425
 CR0425'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CR0425'STATION STAMPED WILLOW 1950, RM STAMPED WILLOW NO 1 1950, RM
 CR0425'STAMPED WILLOW NO 2 1950 ALL RECOVERED IN GOOD CONDITION.  AZIMUTH
 CR0425'MARK SEARCHED FOR AT INTERSECTION, WITH COMPASS AND PACING - MARK
 CR0425'NOT FOUND - NEW STREET CONSTRUCTION APPEARS TO HAVE DESTROYED
 CR0425'AZIMUTH MARK - ANGLE AT STATION BETWEEN RMS IS OFF BY ABOUT 12
 CR0425'MINUTES.
 CR0425
 CR0425                          STATION RECOVERY (1996)
 CR0425
 CR0425'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1129 ***********************************************************************
 BL1129  DESIGNATION -  WILLOW
 BL1129  PID         -  BL1129
 BL1129  STATE/COUNTY-  TX/SAN JACINTO
 BL1129  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1129
 BL1129                         *CURRENT SURVEY CONTROL
 BL1129  ___________________________________________________________________
 BL1129* NAD 83(1993)-  30 41 03.88744(N)    095 13 23.37244(W)     ADJUSTED  
 BL1129* NAVD 88     -       104.17   (+/-2cm)     341.8    (feet)  VERTCON   
 BL1129  ___________________________________________________________________
 BL1129  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BL1129  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL1129
 BL1129  HORZ ORDER  -  FIRST
 BL1129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1129
 BL1129.The horizontal coordinates were established by classical geodetic methods
 BL1129.and adjusted by the National Geodetic Survey in February 1996..
 BL1129
 BL1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1129.The vertical order pertains to the NGVD 29 superseded value.
 BL1129
 BL1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1129
 BL1129.The geoid height was determined by GEOID03.
 BL1129
 BL1129;                    North         East     Units Scale Factor Converg.
 BL1129;SPC TX C     - 3,124,065.892 1,189,420.630   MT  0.99989695   +2 37 55.3
 BL1129;SPC TX C     -10,249,539.51  3,902,290.85   sFT  0.99989695   +2 37 55.3
 BL1129;UTM  15      - 3,396,736.863   287,042.248   MT  1.00015948   -1 08 05.7
 BL1129
 BL1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1129!SPC TX C     -   0.99998792  x   0.99989695  =   0.99988488
 BL1129!UTM  15      -   0.99998792  x   1.00015948  =   1.00014740
 BL1129
 BL1129|---------------------------------------------------------------------|
 BL1129| PID    Reference Object                     Distance      Geod. Az  |
 BL1129|                                                           dddmmss.s |
 BL1129| BL1130 WILLOW RM 1                          37.554 METERS 01118     |
 BL1129| BL2172 LIBERTY HILL LOOKOUT TOWER          APPROX.19.9 KM 1574939.9 |
 BL1129| BL1126 WILLOW SPRINGS LOOKOUT              APPROX. 2.6 KM 1723350.5 |
 BL1129| CV8641 WILLOW AZ MK                                       1734557.9 |
 BL1129| BL1131 WILLOW RM 2                          29.764 METERS 28038     |
 BL1129|---------------------------------------------------------------------|
 BL1129
 BL1129                          SUPERSEDED SURVEY CONTROL
 BL1129
 BL1129  NAD 83(1986)-  30 41 03.89883(N)    095 13 23.35786(W) AD(       ) 1
 BL1129  NAD 27      -  30 41 03.19800(N)    095 13 22.57200(W) AD(       ) 1
 BL1129  NGVD 29 (??/??/92)  104.185  (m)          341.81   (f) ADJ UNCH    2 0
 BL1129
 BL1129.Superseded values are not recommended for survey control.
 BL1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1129.See file dsdata.txt to determine how the superseded data were derived.
 BL1129
 BL1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8704296737(NAD 83)
 BL1129_MARKER: DS = TRIANGULATION STATION DISK
 BL1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1129_STAMPING: WILLOW 1935
 BL1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1129+STABILITY: SURFACE MOTION
 BL1129
 BL1129  HISTORY     - Date     Condition        Report By
 BL1129  HISTORY     - 1935     MONUMENTED       CGS
 BL1129  HISTORY     - 1942     GOOD             CGS
 BL1129  HISTORY     - 1947     GOOD             NGS
 BL1129
 BL1129                          STATION DESCRIPTION
 BL1129
 BL1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1129'THIS STATION IS 8 MILES NW OF COLD SPRINGS.  AND 5 MILES
 BL1129'S OF POINTBLANK, ON THE TOP OF A HILL, IN HEAVILY WOODED
 BL1129'LAND.  THE MARK IS 170 FEET S OF A ROAD.  14 FEET E OF AN
 BL1129'8-INCH TRIANGLE-BLAZED HICKORY, 20 FEET W OF A 16-INCH TRIANGLE
 BL1129'BLAZED OAK.  17 FEET N OF A 6-INCH TRIANGLE BLAZED PINE.  150
 BL1129'FEET S OF A 2-FOOT DEAD HICKORY WITH A TRIANGLE BLAZE AND A
 BL1129'CROSS BLAZE.  AND PROJECTS 4 INCHES.
 BL1129'
 BL1129'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BL1129'DISKS SET IN CONCRETE.
 BL1129'
 BL1129'REFERENCE MARK NO. 1 IS NNE OF THE STATION.  55 FEET S OF THE
 BL1129'ROAD.  158.00 FEET NE OF REFERENCE MARK NO. 2.  AND PROJECTS
 BL1129'4 INCHES.
 BL1129'
 BL1129'REFERENCE MARK NO. 2 IS W OF THE STATION.  83 FEET W OF THE
 BL1129'TRAINGLE BLAZED HICKORY.  150 FEET S OF THE ROAD.  AND PROJECTS
 BL1129'3 INCHES.
 BL1129'
 BL1129'TO REACH FROM POINTBLANK, GO SE ON STATE HIGHWAY 156, 2.8
 BL1129'MILES, TURN W ON A ROAD MARKED WILLOW SPRINGS, GO 0.9 MILE,
 BL1129'TURN S, GO 0.75 MILE, TURN W ON CROSS ROAD, GO 2.55 MILES TO
 BL1129'THE TRIANGLE AND CROSS BLAZED HICKORY, AND THE STATION 150
 BL1129'FEET S.  ACROSS THE ROAD FROM THE HICKORY IS A SMALL PINE,
 BL1129'ON WHICH IS TACKED A METAL FOREST SERVICE SUBDIVISION LOCATION
 BL1129'POSTER MARKED MOST W CORNER OF THE T.H. BUTLER SURVEY 30 CHAINS
 BL1129'N 55 W.
 BL1129'
 BL1129'LIGHTS 100 FEET EVERGREEN, PHELPS, TIGERVILLE, AND P.B.M. 1173
 BL1129'U.S.E.D. AND 87 FEET ABOVE HAWTHORNE COME INTO VIEW 77 FEET
 BL1129'ABOVE THIS STATION AND A LIGHT 74 FEET ABOVE SPRING COMES
 BL1129'INTO VIEW 64 FEET ABOVE THIS STATION.
 BL1129'
 BL1129'DENSE WOODS PROHIBITED ESTABLISHING AZIMUTH MARK.
 BL1129
 BL1129                          STATION RECOVERY (1942)
 BL1129
 BL1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL1129'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 BL1129'AN AZIMUTH MARK WAS ESTABLISHED.
 BL1129'
 BL1129'STATION IS ABOUT 8 MILES NW OF COLD SPRINGS ON TOP OF A
 BL1129'HILL, IN HEAVILY WOODED LAND.  IT IS 170 FEET S OF A NARROW
 BL1129'DIRT ROAD, 150 FEET S OF A 2-FOOT DEAD HICKORY TREE WITH A
 BL1129'TRIANGULAR BLAZE AND CROSS BLAZE, 75 FEET W OF A WOODS ROAD, 20 FEET
 BL1129'W OF A 16-INCH TRIANGULAR BLAZED OAK, 14 FEET E OF AN
 BL1129'8-INCH TRIANGULAR BLAZED HICKORY AND 3 FEET W OF A WHITE
 BL1129'REFERENCE POST.  MARK IS STAMPED WILLOW 1935, AND PROJECTS
 BL1129'4 INCHES.
 BL1129'
 BL1129'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 158.00 FEET
 BL1129'NE OF REFERENCE MARK NO. 2, 55 FEET S OF THE ROAD AND 10
 BL1129'FEET E OF A WOODS ROAD.  IT IS STAMPED WILLOW NO. 1 1935, AND
 BL1129'PROJECTS 4 INCHES.
 BL1129'
 BL1129'REFERENCE MARK NO. 2 IS W OF THE STATION AND 150 FEET S OF
 BL1129'THE ROAD AND 85 FEET W OF THE TRIANGULAR BLAZED HICKORY.
 BL1129'MARK IS STAMPED WILLOW NO. 2 1935, AND PROJECTS 3 INCHES.
 BL1129'
 BL1129'AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT,
 BL1129'IT IS S BY E OF THE STATION ON THE S SIDE OF A SMALL PASTURE,
 BL1129'HALFWAY BETWEEN A FARMHOUSE ON THE W AND A BARN ON THE E.
 BL1129'IT IS 24 FEET E OF THE CENTER OF A GATE TO A CULTIVATED
 BL1129'FIELD, 15 FEET W OF THE ENTRANCE TO A PIG PEN AND 2.5 FEET
 BL1129'W OF A WHITE REFERENCE POST.  MARK IS STAMPED WILLOW 1942,
 BL1129'AND PROJECTS 6 INCHES.
 BL1129'
 BL1129'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BL1129'150 AND 156 IN COLD SPRINGS, GO N ON STATE HIGHWAY 156 FOR
 BL1129'5.25 MILES TO A T ROAD ON THE LEFT, TURN LEFT (NW) ON A GRADED
 BL1129'DIRT ROAD FOR 3.1 MILES TO A T ROAD ON THE RIGHT, * CONTINUE
 BL1129'AHEAD FOR 0.55 MILE TO A SIDE ROAD ON THE RIGHT AT A SMALL
 BL1129'BLACK TELEPHONE POLE, TURN RIGHT (E) ON WINDING ROAD FOR 0.3
 BL1129'MILE TO A CROSS ROAD, TURN RIGHT (E) FOR 0.55 MILE TO A
 BL1129'TRIANGULAR BLAZED 8-INCH TREE AND WOODS ROAD ON THE RIGHT,
 BL1129'TURN RIGHT (S) FOR 0.05 MILE TO THE STATION.
 BL1129'
 BL1129'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT (E)
 BL1129'FOR 0.1 MILE TO FARM HOME OF P.B. CARTER, CONTINUE E THROUGH
 BL1129'FARMYARD AND PASTURE FOR ABOUT 50 YARDS TO THE MARK ON THE
 BL1129'RIGHT IN E-AND-W FENCE LINE.
 BL1129'
 BL1129'A 90-FOOT SIGNAL AT EVERGREEN IS VISIBLE AT 64 FEET.
 BL1129'
 BL1129'A 90-FOOT SIGNAL AT MC DUFFIE IS VISIBLE AT 64 FEET.
 BL1129'
 BL1129'A 90-FOOT SIGNAL AT PHELPS IS VISIBLE AT 77 FEET.
 BL1129'
 BL1129'A 103-FOOT SIGNAL AT OAK IS VISIBLE AT 90 FEET.
 BL1129'
 BL1129'THE AZIMUTH MARK IS VISIBLE AT 64 FEET.
 BL1129'
 BL1129'AZIMUTH MARK IS NOT VISIBLE FROM GROUND DUE TO DENSE TIMBER.
 BL1129
 BL1129                          STATION RECOVERY (1947)
 BL1129
 BL1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1129'10.0 MI NW FROM COLDSPRING.
 BL1129'0.2 MILE WEST ALONG STATE HIGHWAY NO.150 FROM THE COURT HOUSE AT
 BL1129'COLDSPRING, THENCE NORTHWEST 5.3 MILES ALONG STATE HIGHWAY NO.156,
 BL1129'THENCE NORTHWEST 3.7 MILES ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE
 BL1129'NORTHEAST ALONG A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD,
 BL1129'ON TOP OF A SMALL WOODED HILL, 171.0 FEET SOUTH OF THE CENTER LINE OF
 BL1129'THE EAST-WEST ROAD, 90.0 FEET SOUTHWEST OF THE CENTER LINE OF A WOODS
 BL1129'ROAD LEADING SOUTHEAST, 123.2 FEET SOUTH OF WILLOW R.M. NO.1, 97.7
 BL1129'FEET EAST OF WILLOW R.M. NO.2, 19.3 FEET WEST OF A 16 INCH TRIANGULAR
 BL1129'BLAZED OAK TREE, 13.0 FEET EAST OF A TRIANGULAR BLAZED 10 INCH SWEET
 BL1129'GUM TREE, 3.0 FEET WEST OF A 4 X 4 IN. REFERENCE POST, SET IN THE TOP
 BL1129'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0978 ***********************************************************************
 EM0978  DESIGNATION -  WILLOW
 EM0978  PID         -  EM0978
 EM0978  STATE/COUNTY-  TX/HARDEMAN
 EM0978  USGS QUAD   -  QUANAH EAST (1984)
 EM0978
 EM0978                         *CURRENT SURVEY CONTROL
 EM0978  ___________________________________________________________________
 EM0978* NAD 83(1993)-  34 18 07.97290(N)    099 41 20.73041(W)     ADJUSTED  
 EM0978* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 EM0978  ___________________________________________________________________
 EM0978  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EM0978  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EM0978
 EM0978  HORZ ORDER  -  SECOND
 EM0978
 EM0978.The horizontal coordinates were established by classical geodetic methods
 EM0978.and adjusted by the National Geodetic Survey in February 1996..
 EM0978
 EM0978.The orthometric height was scaled from a topographic map.
 EM0978
 EM0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0978
 EM0978.The geoid height was determined by GEOID03.
 EM0978
 EM0978;                    North         East     Units Scale Factor Converg.
 EM0978;SPC TXNC     - 2,292,901.669   490,526.775   MT  1.00011088   -0 38 54.7
 EM0978;SPC TXNC     - 7,522,628.23  1,609,336.59   sFT  1.00011088   -0 38 54.7
 EM0978;UTM  14      - 3,795,880.669   436,589.551   MT  0.99964956   -0 23 18.1
 EM0978
 EM0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0978!SPC TXNC     -   0.99993067  x   1.00011088  =   1.00004154
 EM0978!UTM  14      -   0.99993067  x   0.99964956  =   0.99958025
 EM0978
 EM0978|---------------------------------------------------------------------|
 EM0978| PID    Reference Object                     Distance      Geod. Az  |
 EM0978|                                                           dddmmss.s |
 EM0978| CX9002 WILLOW RM 1                          23.178 METERS 03122     |
 EM0978| CX9001 WILLOW AZ MK                                       1305534.4 |
 EM0978| CX9003 WILLOW RM 2                          20.702 METERS 16146     |
 EM0978| EM0977 QUANAH W TEXAS UTIL NW TANK         APPROX. 5.6 KM 1745349.9 |
 EM0978| EM0979 QUANAH TV SYSTEM MAST               APPROX. 3.9 KM 2585809.2 |
 EM0978|---------------------------------------------------------------------|
 EM0978
 EM0978                          SUPERSEDED SURVEY CONTROL
 EM0978
 EM0978  NAD 83(1993)-  34 18 07.97314(N)    099 41 20.73050(W) AD(       ) 2
 EM0978  NAD 83(1986)-  34 18 07.97925(N)    099 41 20.72188(W) AD(       ) 2
 EM0978  NAD 27      -  34 18 07.69399(N)    099 41 19.39201(W) AD(       ) 2
 EM0978
 EM0978.Superseded values are not recommended for survey control.
 EM0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0978.See file dsdata.txt to determine how the superseded data were derived.
 EM0978
 EM0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3659095881(NAD 83)
 EM0978_MARKER: DS = TRIANGULATION STATION DISK
 EM0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0978_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0978
 EM0978  HISTORY     - Date     Condition        Report By
 EM0978  HISTORY     - 1969     MONUMENTED       CGS
 EM0978
 EM0978                          STATION DESCRIPTION
 EM0978
 EM0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0978'THE STATION IS LOCATED ABOUT 11 MILES WEST-NORTHWEST OF CHILLICOTHE,
 EM0978'5 MILES SOUTH OF THE RED RIVER AND 3 MILES EAST OF QUANAH.  THE
 EM0978'PROPERTY IS OWNED BY MR. CLAUDE HOLCOMBE.
 EM0978'
 EM0978'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 287 AND STATE
 EM0978'HIGHWAY 283, IN QUANAH, GO EAST ON U. S. HIGHWAY 287 FOR 3.55 MILES
 EM0978'TO A CROSSROAD, TURN LEFT AND GO NORTH ON A DIRT ROAD FOR 0.8 MILE
 EM0978'TO A RAILROAD CROSSING, CONTINUE NORTH ON THE DIRT ROAD FOR 0.65
 EM0978'MILE TO A T-ROAD, TURN LEFT AND GO WEST ON THE DIRT ROAD FOR 0.05
 EM0978'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE DIRT
 EM0978'ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT AND A LOCKED GATE, TURN
 EM0978'RIGHT AND GO NORTH ON THE DIRT ROAD FOR 0.25 MILE TO THE STATION ON
 EM0978'THE RIGHT.
 EM0978'
 EM0978'THE STATION MARK IS A STANDARD DISK STAMPED WILLOW 1967, SET IN THE
 EM0978'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 EM0978'INCHES.  IT IS 71 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 3.5
 EM0978'FEET SOUTHWEST OF A METAL WITNESS POST.
 EM0978'
 EM0978'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WILLOW NO 1 1967, SET IN
 EM0978'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 EM0978'INCHES.  IT IS 104 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 73
 EM0978'FEET NORTH-NORTHEAST OF THE METAL WITNESS POST.
 EM0978'
 EM0978'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WILLOW NO 2 1967, SET IN
 EM0978'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0978'6 INCHES.  IT IS 98 FEET EAST OF THE CENTER OF THE DIRT ROAD AND
 EM0978'68.7 FEET SOUTH OF THE METAL WITNESS POST.
 EM0978'
 EM0978'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WILLOW 1967, SET IN THE
 EM0978'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 12
 EM0978'INCHES.  IT IS 30 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 21
 EM0978'FEET SOUTHWEST OF POWER LINE POLE NUMBER T-7-30-6, 3.6 FEET EAST OF
 EM0978'A WOODEN WITNESS POST AND SIGN AND 1.7 FEET NORTH OF AN
 EM0978'EAST-WEST WIRE FENCE.
 EM0978'
 EM0978'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0846 ***********************************************************************
 GK0846  DESIGNATION -  WILLOW
 GK0846  PID         -  GK0846
 GK0846  STATE/COUNTY-  TX/HUTCHINSON
 GK0846  USGS QUAD   -  SPEARMAN SE (1973)
 GK0846
 GK0846                         *CURRENT SURVEY CONTROL
 GK0846  ___________________________________________________________________
 GK0846* NAD 83(1993)-  36 00 11.02258(N)    101 05 13.22836(W)     ADJUSTED  
 GK0846* NAVD 88     -       930.     (meters)    3051.     (feet)  SCALED    
 GK0846  ___________________________________________________________________
 GK0846  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 GK0846  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 GK0846
 GK0846  HORZ ORDER  -  THIRD
 GK0846
 GK0846.The horizontal coordinates were established by classical geodetic methods
 GK0846.and adjusted by the National Geodetic Survey in February 1996..
 GK0846
 GK0846.The orthometric height was scaled from a topographic map.
 GK0846
 GK0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0846
 GK0846.The geoid height was determined by GEOID03.
 GK0846
 GK0846;                    North         East     Units Scale Factor Converg.
 GK0846;SPC TX N     - 1,222,295.968   237,233.964   MT  0.99996292   +0 14 21.6
 GK0846;SPC TX N     - 4,010,149.36    778,325.10   sFT  0.99996292   +0 14 21.6
 GK0846;UTM  14      - 3,986,302.378   311,897.250   MT  1.00003600   -1 13 37.8
 GK0846
 GK0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0846!SPC TX N     -   0.99985827  x   0.99996292  =   0.99982120
 GK0846!UTM  14      -   0.99985827  x   1.00003600  =   0.99989427
 GK0846
 GK0846:                Primary Azimuth Mark                     Grid Az
 GK0846:SPC TX N     -  WILLOW AZ MK                             169 05 34.3
 GK0846:UTM  14      -  WILLOW AZ MK                             170 33 33.7
 GK0846
 GK0846|---------------------------------------------------------------------|
 GK0846| PID    Reference Object                     Distance      Geod. Az  |
 GK0846|                                                           dddmmss.s |
 GK0846| CN3783 WILLOW AZ MK                                       1691955.9 |
 GK0846| CN3785 WILLOW RM 2                           5.344 METERS 21728     |
 GK0846| CN3784 WILLOW RM 1                           7.513 METERS 33932     |
 GK0846|---------------------------------------------------------------------|
 GK0846
 GK0846                          SUPERSEDED SURVEY CONTROL
 GK0846
 GK0846  NAD 83(1993)-  36 00 11.02272(N)    101 05 13.22842(W) AD(       ) 3
 GK0846  NAD 83(1986)-  36 00 11.02983(N)    101 05 13.21617(W) AD(       ) 3
 GK0846  NAD 27      -  36 00 10.89700(N)    101 05 11.65900(W) AD(       ) 3
 GK0846
 GK0846.Superseded values are not recommended for survey control.
 GK0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0846.See file dsdata.txt to determine how the superseded data were derived.
 GK0846
 GK0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1189786302(NAD 83)
 GK0846_MARKER: DS = TRIANGULATION STATION DISK
 GK0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0846
 GK0846  HISTORY     - Date     Condition        Report By
 GK0846  HISTORY     - 1952     MONUMENTED       CGS
 GK0846
 GK0846                          STATION DESCRIPTION
 GK0846
 GK0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK0846'THE STATION IS LOCATED ABOUT 3.6 MILES SOUTH OF THE NORTHWEST
 GK0846'CORNER OF ROBERTS COUNTY AND 0.1 MILE WEST OF THE
 GK0846'HUTCHINSON-ROBERTS COUNTY LINE.  IT IS SET ON THE HIGHEST POINT
 GK0846'OF A PROMINENT RIDGE NEAR THE SOUTH END OF THE RIDGE.
 GK0846'
 GK0846'TO REACH THE STATION FROM THE SIGNAL LIGHT IN CANADIAN.  GO
 GK0846'NORTHEASTERLY ON U.S. HIGHWAYS 60 AND 83 FOR 2.2 MILES TO
 GK0846'THEIR JUNCTION.  TURN LEFT ON U.S. HIGHWAY 83 AND GO 7.3
 GK0846'MILES TO A SIDE ROAD LEFT.  TURN LEFT, WEST, AND FOLLOW THE
 GK0846'MAIN ROAD ALONG THE NORTH SIDE OF THE CANADIAN RIVER FOR 30.15
 GK0846'MILES TO THE WILMETH BROTHERS RANCH HOUSE.  CONTINUE WEST ON
 GK0846'THE MAIN ROAD ALONG THE CANADIAN RIVER FOR 2.2 MILES TO
 GK0846'CATTLE GUARD AND Y-FORK.  CROSS CATTLE GUARD AND FOLLOW THE
 GK0846'LEFT FORK FOR 4.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT,
 GK0846'NORTH, AND GO 4.1 MILES TO THE AZIMUTH MARK ON THE LEFT.
 GK0846'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO THE TOP OF THE
 GK0846'RIDGE AND STATION SITE ON THE RIGHT.
 GK0846'
 GK0846'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 GK0846'POSTS.
 GK0846'
 GK0846'THE STATION MARK IS STAMPED WILLOW 1952, AND PROJECTS 5 INCHES.
 GK0846'IT IS 200 FEET SOUTHEAST THE POINT WHERE THE ROAD CURVES
 GK0846'TO THE NORTHEAST.  100 FEET EAST OF THE POINT WHERE THE ROAD
 GK0846'REACHES THE TOP OF THE RIDGE AND ABOUT 75 FEET NORTH OF THE
 GK0846'POINT WHERE THE RIDGE BREAKS OFF TO THE SOUTH.
 GK0846'
 GK0846'REFERENCE MARK NO. 1 IS STAMPED WILLOW NO 1 1952, AND PROJECTS
 GK0846'2 INCHES.
 GK0846'
 GK0846'REFERENCE MARK NO. 2 IS STAMPED WILLOW NO 2 1952, AND PROJECTS
 GK0846'2 INCHES.
 GK0846'
 GK0846'THE AZIMUTH MARK IS STAMPED WILLOW 1952, AND PROJECTS 3 INCHES.
 GK0846'IT IS LOCATED 0.1 MILE SOUTH-SOUTHWEST OF A WINDMILL AND WATER
 GK0846'TANK.  25 FEET WEST OF THE CENTER LINE OF A DIRT ROAD AND
 GK0846'2 FEET EAST OF A WHITE WITNESS POST.  IT IS 4 FEET HIGHER
 GK0846'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0438 ***********************************************************************
 BA0438  DESIGNATION -  WILLOW
 BA0438  PID         -  BA0438
 BA0438  STATE/COUNTY-  TX/BREWSTER
 BA0438  USGS QUAD   -  CASTOLON (1971)
 BA0438
 BA0438                         *CURRENT SURVEY CONTROL
 BA0438  ___________________________________________________________________
 BA0438* NAD 83(1993)-  29 11 05.19249(N)    103 33 36.63685(W)     ADJUSTED  
 BA0438* NAVD 88     -       806.     (meters)    2644.     (feet)  SCALED    
 BA0438  ___________________________________________________________________
 BA0438  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BA0438  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BA0438
 BA0438  HORZ ORDER  -  FIRST
 BA0438
 BA0438.The horizontal coordinates were established by classical geodetic methods
 BA0438.and adjusted by the National Geodetic Survey in February 1996..
 BA0438
 BA0438.The orthometric height was scaled from a topographic map.
 BA0438
 BA0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0438
 BA0438.The geoid height was determined by GEOID03.
 BA0438
 BA0438;                    North         East     Units Scale Factor Converg.
 BA0438;SPC TXSC     - 4,158,420.846   156,625.398   MT  0.99986665   -2 14 02.7
 BA0438;SPC TXSC     -13,643,085.73    513,861.83   sFT  0.99986665   -2 14 02.7
 BA0438;UTM  13      - 3,229,315.328   639,996.322   MT  0.99984185   +0 42 08.0
 BA0438
 BA0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0438!SPC TXSC     -   0.99987681  x   0.99986665  =   0.99974348
 BA0438!UTM  13      -   0.99987681  x   0.99984185  =   0.99971868
 BA0438
 BA0438|---------------------------------------------------------------------|
 BA0438| PID    Reference Object                     Distance      Geod. Az  |
 BA0438|                                                           dddmmss.s |
 BA0438| CH9939 WILLOW RM 1                           3.584 METERS 08738     |
 BA0438| BA0434 CERRO CASTELLAN PEAK                APPROX. 7.6 KM 1261114.9 |
 BA0438| CH9940 WILLOW RM 2                           5.044 METERS 27322     |
 BA0438| BA0440 SIERRA AGUJA PEAK                   APPROX. 9.0 KM 3013242.6 |
 BA0438| CH9938 WILLOW AZ MK                                       3293107.7 |
 BA0438|---------------------------------------------------------------------|
 BA0438
 BA0438                          SUPERSEDED SURVEY CONTROL
 BA0438
 BA0438  NAD 83(1986)-  29 11 05.18645(N)    103 33 36.62432(W) AD(       ) 1
 BA0438  NAD 27      -  29 11 04.46000(N)    103 33 34.95900(W) AD(       ) 1
 BA0438
 BA0438.Superseded values are not recommended for survey control.
 BA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0438.See file dsdata.txt to determine how the superseded data were derived.
 BA0438
 BA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN3999629315(NAD 83)
 BA0438_MARKER: DS = TRIANGULATION STATION DISK
 BA0438_SETTING: 66 = SET IN ROCK OUTCROP
 BA0438
 BA0438  HISTORY     - Date     Condition        Report By
 BA0438  HISTORY     - 1934     MONUMENTED       CGS
 BA0438
 BA0438                          STATION DESCRIPTION
 BA0438
 BA0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0438'ON THE HIGHEST AND MOST NORTHERN OF TWO SMALL TOPPED BUTTES
 BA0438'ABOUT 5 MILES NORTHEAST OF CASTOLON, 2 MILES NORTH OF THE RIO
 BA0438'GRANDE, 3-1/2 MILES EAST OF THE SANTA HELENA CANYON AND ABOUT
 BA0438'1 MILE SOUTH OF THE CASTOLON-TERLINGUA ROAD.  THE BUTTE ON
 BA0438'WHICH THE STATION IS LOCATED IS VERY PROMINENT AND IS ON THE
 BA0438'RIDGE BETWEEN TERLINGUA AND WILLOW CREEKS.  SURFACE MARK IS
 BA0438'SET IN THE CENTER OF THE TOP OF THE BUTTE WHICH IS ABOUT 100
 BA0438'FEET LONG AND 8 FEET WIDE.  THE ROCK IS SANDSTONE AND QUITE
 BA0438'BADLY WEATHERED AND BROKEN UP.
 BA0438'
 BA0438'TO REACH FROM CASTOLON, GO WEST ON THE MAIN ROAD FROM THE
 BA0438'GAS PUMP AND COMMISSARY 0.75 MILE TO A CATTLE GUARD, CONTINUE
 BA0438'2.1 MILES AND TAKE RIGHT FORK, GO 1.8 MILES AND TAKE LEFT FORK
 BA0438'(MAIN ROAD), GO 0.7 MILE TO THE EAST BANK OF WILLOW CREEK,
 BA0438'(THIS POINT IS 11 MILES SOUTH OF TERLINGUA-CASTOLON ROAD)
 BA0438'AND END OF TRUCK TRAVEL.  FROM THIS POINT GO SOUTHWEST ACROSS
 BA0438'BRUSH-COVERED COUNTRY AND SAND DUNES TO THE HIGHEST BUTTE AND
 BA0438'STATION.  THE BUTTE IS VERY STEEP NEAR THE TOP AND IS BEST
 BA0438'SCALED BY WORKING UP THE NORTHWEST SIDE.  ABOUT A HALF HOUR PACK
 BA0438'FROM THE ROAD TO THE STATION.
 BA0438'
 BA0438'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BA0438'SET IN OUTCROPPING BEDROCK.
 BA0438'
 BA0438'REFERENCE MARK NO. 1 IS ON TOP OF THE BUTTE EAST OF THE
 BA0438'STATION.
 BA0438'
 BA0438'REFERENCE MARK NO. 2 IS ON TOP OF THE BUTTE WEST OF THE STATION.
 BA0438'
 BA0438'AZIMUTH MARK IS ON TOP OF A LIGHT COLORED HILL NORTHWEST OF
 BA0438'THE STATION.
 BA0438'
 BA0438'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BA0438'
 BA0438'NOTE--U.S.G.S. NAME FOR THIS POINT IS CERRO CASTELLAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0426 ***********************************************************************
 CR0426  DESIGNATION -  WILLOW RM 1
 CR0426  PID         -  CR0426
 CR0426  STATE/COUNTY-  TX/SMITH
 CR0426  USGS QUAD   -  TYLER SOUTH (1973)
 CR0426
 CR0426                         *CURRENT SURVEY CONTROL
 CR0426  ___________________________________________________________________
 CR0426* NAD 83(1986)-  32 21 33.     (N)    095 19 07.     (W)     SCALED    
 CR0426* NAVD 88     -       184.424  (meters)     605.06   (feet)  ADJUSTED  
 CR0426  ___________________________________________________________________
 CR0426  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0426  DYNAMIC HT  -         184.207 (meters)     604.35  (feet)  COMP
 CR0426  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CR0426
 CR0426  VERT ORDER  -  FIRST     CLASS II
 CR0426
 CR0426.The horizontal coordinates were scaled from a topographic map and have
 CR0426.an estimated accuracy of +/- 6 seconds.
 CR0426
 CR0426.The orthometric height was determined by differential leveling
 CR0426.and adjusted by the National Geodetic Survey in June 1991..
 CR0426
 CR0426.The geoid height was determined by GEOID03.
 CR0426
 CR0426.The dynamic height is computed by dividing the NAVD 88
 CR0426.geopotential number by the normal gravity value computed on the
 CR0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0426.degrees latitude (g = 980.6199 gals.).
 CR0426
 CR0426.The modeled gravity was interpolated from observed gravity values.
 CR0426
 CR0426;                    North         East    Units  Estimated Accuracy
 CR0426;SPC TXNC     - 2,081,330.      899,380.      MT  (+/- 180 meters Scaled)
 CR0426
 CR0426                          SUPERSEDED SURVEY CONTROL
 CR0426
 CR0426  NGVD 29 (??/??/92)  184.449  (m)          605.15   (f) ADJ UNCH    1 2
 CR0426
 CR0426.Superseded values are not recommended for survey control.
 CR0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0426.See file dsdata.txt to determine how the superseded data were derived.
 CR0426
 CR0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR818826(NAD 83)
 CR0426_MARKER: DR = REFERENCE MARK DISK
 CR0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0426_STAMPING: WILLOW NO 1 1950
 CR0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0426+STABILITY: SURFACE MOTION
 CR0426
 CR0426  HISTORY     - Date     Condition        Report By
 CR0426  HISTORY     - 1950     MONUMENTED       CGS
 CR0426  HISTORY     - 1959     GOOD             NGS
 CR0426  HISTORY     - 19910420 GOOD             USPSQD
 CR0426  HISTORY     - 19960420 GOOD             USPSQD
 CR0426
 CR0426                          STATION DESCRIPTION
 CR0426
 CR0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0426'2.3 MI W FROM TYLER.
 CR0426'ABOUT 1.2 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0426'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER TO U.S. HIGHWAY 69
 CR0426'UNDERPASS, THENCE ABOUT 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 69 TO A
 CR0426'LARGE STEEL WATER TOWER, 17 FEET NORTHEAST OF THE CENTER LINE OF NORTH
 CR0426'GASTON AVENUE, 36.2 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION
 CR0426'WILLOW 1950, 20 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE FENCE
 CR0426'AROUND THE WATER TOWER, 6 FEET SOUTHWEST OF A POWER POLE, ON THE TOP
 CR0426'OF A BANK, ABOUT 4 FEET ABOVE THE LEVEL OF THE STREET, AND IN THE TOP
 CR0426'OF A CONCRETE POST PROJECTING 7 INCHES.
 CR0426
 CR0426                          STATION RECOVERY (1991)
 CR0426
 CR0426'RECOVERY NOTE BY US POWER SQUADRON 1991 (PJ)
 CR0426'RECOVERED IN GOOD CONDITION.
 CR0426
 CR0426                          STATION RECOVERY (1996)
 CR0426
 CR0426'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1130 ***********************************************************************
 BL1130  DESIGNATION -  WILLOW RM 1
 BL1130  PID         -  BL1130
 BL1130  STATE/COUNTY-  TX/SAN JACINTO
 BL1130  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1130
 BL1130                         *CURRENT SURVEY CONTROL
 BL1130  ___________________________________________________________________
 BL1130* NAD 83(1986)-  30 41 05.     (N)    095 13 23.     (W)     SCALED    
 BL1130* NAVD 88     -       102.96   (+/-2cm)     337.8    (feet)  VERTCON   
 BL1130  ___________________________________________________________________
 BL1130  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL1130
 BL1130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1130
 BL1130.The horizontal coordinates were scaled from a topographic map and have
 BL1130.an estimated accuracy of +/- 6 seconds.
 BL1130
 BL1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1130.The vertical order pertains to the NGVD 29 superseded value.
 BL1130
 BL1130.The geoid height was determined by GEOID03.
 BL1130
 BL1130;                    North         East    Units  Estimated Accuracy
 BL1130;SPC TX C     - 3,124,100.    1,189,430.      MT  (+/- 180 meters Scaled)
 BL1130
 BL1130                          SUPERSEDED SURVEY CONTROL
 BL1130
 BL1130  NGVD 29 (??/??/92)  102.971  (m)          337.83   (f) ADJ UNCH    2 0
 BL1130
 BL1130.Superseded values are not recommended for survey control.
 BL1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1130.See file dsdata.txt to determine how the superseded data were derived.
 BL1130
 BL1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP870967(NAD 83)
 BL1130_MARKER: DR = REFERENCE MARK DISK
 BL1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1130_STAMPING: WILLOW NO 1 1935
 BL1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1130+STABILITY: SURFACE MOTION
 BL1130
 BL1130  HISTORY     - Date     Condition        Report By
 BL1130  HISTORY     - 1935     MONUMENTED       CGS
 BL1130  HISTORY     - 1947     GOOD             NGS
 BL1130
 BL1130                          STATION DESCRIPTION
 BL1130
 BL1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1130'10.0 MI NW FROM COLDSPRING.
 BL1130'0.2 MILE WEST ALONG STATE HIGHWAY NO.150 FROM THE COURT HOUSE AT
 BL1130'COLDSPRING, THENCE NORTHWEST 5.3 MILES ALONG STATE HIGHWAY NO.156,
 BL1130'THENCE NORTHWEST 3.7 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHEAST
 BL1130'0.3 MILE ALONG A DIRT ROAD, THENCE EAST 0.5 MILE ALONG A DIRT ROAD,
 BL1130'158.0 FEET NORTHEAST OF WILLOW R.M. NO.2, 123.2 FEET NORTH OF
 BL1130'TRIANGULATION STATION WILLOW 1935, 16.5 FEET NORTHWEST OF A TRIANGULAR
 BL1130'BLAZED 14 INCH OAK TREE, 57.0 FEET SOUTH OF THE CENTER LINE OF AN
 BL1130'EAST-WEST ROAD, 11.0 FEET NORTHEAST OF THE CENTER LINE OF A WOODS ROAD
 BL1130'LEADING SOUTHEAST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1130'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0424 ***********************************************************************
 CR0424  DESIGNATION -  WILLOW RM 2
 CR0424  PID         -  CR0424
 CR0424  STATE/COUNTY-  TX/SMITH
 CR0424  USGS QUAD   -  TYLER SOUTH (1973)
 CR0424
 CR0424                         *CURRENT SURVEY CONTROL
 CR0424  ___________________________________________________________________
 CR0424* NAD 83(1986)-  32 21 33.     (N)    095 19 07.     (W)     SCALED    
 CR0424* NAVD 88     -       183.540  (meters)     602.16   (feet)  ADJUSTED  
 CR0424  ___________________________________________________________________
 CR0424  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0424  DYNAMIC HT  -         183.325 (meters)     601.46  (feet)  COMP
 CR0424  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CR0424
 CR0424  VERT ORDER  -  FIRST     CLASS II
 CR0424
 CR0424.The horizontal coordinates were scaled from a topographic map and have
 CR0424.an estimated accuracy of +/- 6 seconds.
 CR0424
 CR0424.The orthometric height was determined by differential leveling
 CR0424.and adjusted by the National Geodetic Survey in June 1991..
 CR0424
 CR0424.The geoid height was determined by GEOID03.
 CR0424
 CR0424.The dynamic height is computed by dividing the NAVD 88
 CR0424.geopotential number by the normal gravity value computed on the
 CR0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0424.degrees latitude (g = 980.6199 gals.).
 CR0424
 CR0424.The modeled gravity was interpolated from observed gravity values.
 CR0424
 CR0424;                    North         East    Units  Estimated Accuracy
 CR0424;SPC TXNC     - 2,081,330.      899,380.      MT  (+/- 180 meters Scaled)
 CR0424
 CR0424                          SUPERSEDED SURVEY CONTROL
 CR0424
 CR0424  NGVD 29 (??/??/92)  183.566  (m)          602.25   (f) ADJ UNCH    1 2
 CR0424
 CR0424.Superseded values are not recommended for survey control.
 CR0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0424.See file dsdata.txt to determine how the superseded data were derived.
 CR0424
 CR0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR818826(NAD 83)
 CR0424_MARKER: DR = REFERENCE MARK DISK
 CR0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0424_STAMPING: WILLOW NO 2 1950
 CR0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0424+STABILITY: SURFACE MOTION
 CR0424
 CR0424  HISTORY     - Date     Condition        Report By
 CR0424  HISTORY     - 1950     MONUMENTED       CGS
 CR0424  HISTORY     - 1959     GOOD             NGS
 CR0424  HISTORY     - 19960420 GOOD             USPSQD
 CR0424
 CR0424                          STATION DESCRIPTION
 CR0424
 CR0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0424'2.3 MI W FROM TYLER.
 CR0424'ABOUT 1.2 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0424'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER TO U.S. HIGHWAY 69
 CR0424'UNDERPASS, THENCE ABOUT 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 69 TO A
 CR0424'LARGE STEEL WATER TOWER, 25 FEET NORTHEAST OF THE CENTER LINE OF NORTH
 CR0424'GASTON AVENUE, 42.5 FEET NORTHWEST OF TRIANGULATION STATION WILLOW
 CR0424'1950, 6 1/2 FEET SOUTHWEST OF A FENCE AROUND THE WATER TOWER, ABOUT 6
 CR0424'1/2 FEET ABOVE THE LEVEL OF THE STREET, AND IN THE TOP OF A CONCRETE
 CR0424'POST PROJECTING 4 INCHES.
 CR0424
 CR0424                          STATION RECOVERY (1996)
 CR0424
 CR0424'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1131 ***********************************************************************
 BL1131  DESIGNATION -  WILLOW RM 2
 BL1131  PID         -  BL1131
 BL1131  STATE/COUNTY-  TX/SAN JACINTO
 BL1131  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1131
 BL1131                         *CURRENT SURVEY CONTROL
 BL1131  ___________________________________________________________________
 BL1131* NAD 83(1986)-  30 41 04.     (N)    095 13 25.     (W)     SCALED    
 BL1131* NAVD 88     -       101.86   (+/-2cm)     334.2    (feet)  VERTCON   
 BL1131  ___________________________________________________________________
 BL1131  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL1131
 BL1131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1131
 BL1131.The horizontal coordinates were scaled from a topographic map and have
 BL1131.an estimated accuracy of +/- 6 seconds.
 BL1131
 BL1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1131.The vertical order pertains to the NGVD 29 superseded value.
 BL1131
 BL1131.The geoid height was determined by GEOID03.
 BL1131
 BL1131;                    North         East    Units  Estimated Accuracy
 BL1131;SPC TX C     - 3,124,070.    1,189,380.      MT  (+/- 180 meters Scaled)
 BL1131
 BL1131                          SUPERSEDED SURVEY CONTROL
 BL1131
 BL1131  NGVD 29 (??/??/92)  101.868  (m)          334.21   (f) ADJ UNCH    2 0
 BL1131
 BL1131.Superseded values are not recommended for survey control.
 BL1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1131.See file dsdata.txt to determine how the superseded data were derived.
 BL1131
 BL1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP869967(NAD 83)
 BL1131_MARKER: DR = REFERENCE MARK DISK
 BL1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1131_STAMPING: WILLOW NO 2 1935
 BL1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1131+STABILITY: SURFACE MOTION
 BL1131
 BL1131  HISTORY     - Date     Condition        Report By
 BL1131  HISTORY     - 1935     MONUMENTED       CGS
 BL1131  HISTORY     - 1947     GOOD             NGS
 BL1131
 BL1131                          STATION DESCRIPTION
 BL1131
 BL1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1131'10.0 MI NW FROM COLDSPRING.
 BL1131'0.2 MILE WEST ALONG STATE HIGHWAY NO.150 FROM THE COURT HOUSE AT
 BL1131'COLDSPRING, THENCE NORTHWEST 5.3 MILES ALONG STATE HIGHWAY NO.156,
 BL1131'THENCE NORTHWEST 3.7 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHEAST
 BL1131'0.3 MILE ALONG A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD,
 BL1131'149.0 FEET SOUTHWEST OF THE CENTER LINE OF A WOODS ROAD LEADING
 BL1131'SOUTHEAST, 132.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 BL1131'97.7 FEET WEST OF TRIANGULATION STATION WILLOW 1935, 17.5 FEET
 BL1131'NORTHWEST OF A TRIANGULAR BLAZED 15 INCH PINE TREE, 10.1 FEET
 BL1131'SOUTHWEST OF A TRIANGULAR BLAZED 10 INCH PINE TREE, SET IN THE TOP OF
 BL1131'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1126 ***********************************************************************
 BL1126  DESIGNATION -  WILLOW SPRINGS LOOKOUT
 BL1126  PID         -  BL1126
 BL1126  STATE/COUNTY-  TX/SAN JACINTO
 BL1126  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1126
 BL1126                         *CURRENT SURVEY CONTROL
 BL1126  ___________________________________________________________________
 BL1126* NAD 83(1993)-  30 39 41.39530(N)    095 13 10.91816(W)     ADJUSTED  
 BL1126* NAVD 88     -       107.09   (+/-2cm)     351.3    (feet)  VERTCON   
 BL1126  ___________________________________________________________________
 BL1126  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BL1126  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL1126
 BL1126  HORZ ORDER  -  SECOND
 BL1126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1126
 BL1126.The horizontal coordinates were established by classical geodetic methods
 BL1126.and adjusted by the National Geodetic Survey in February 1996..
 BL1126
 BL1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1126.The vertical order pertains to the NGVD 29 superseded value.
 BL1126
 BL1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1126
 BL1126.The geoid height was determined by GEOID03.
 BL1126
 BL1126;                    North         East     Units Scale Factor Converg.
 BL1126;SPC TX C     - 3,121,543.672 1,189,868.454   MT  0.99989923   +2 38 01.8
 BL1126;SPC TX C     -10,241,264.53  3,903,760.09   sFT  0.99989923   +2 38 01.8
 BL1126;UTM  15      - 3,394,190.009   287,323.488   MT  1.00015801   -1 07 56.6
 BL1126
 BL1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1126!SPC TX C     -   0.99998747  x   0.99989923  =   0.99988670
 BL1126!UTM  15      -   0.99998747  x   1.00015801  =   1.00014548
 BL1126
 BL1126:                Primary Azimuth Mark                     Grid Az
 BL1126:SPC TX C     -  WILLOW SPRINGS LOOKOUT AZ MK             330 55 55.2
 BL1126:UTM  15      -  WILLOW SPRINGS LOOKOUT AZ MK             334 41 53.6
 BL1126
 BL1126|---------------------------------------------------------------------|
 BL1126| PID    Reference Object                     Distance      Geod. Az  |
 BL1126|                                                           dddmmss.s |
 BL1126| BL1127 WILLOW SPRINGS LOOKOUT AZ MK                       3333357.0 |
 BL1126|---------------------------------------------------------------------|
 BL1126
 BL1126                          SUPERSEDED SURVEY CONTROL
 BL1126
 BL1126  NAD 83(1986)-  30 39 41.40664(N)    095 13 10.90354(W) AD(       ) 2
 BL1126  NAD 27      -  30 39 40.70400(N)    095 13 10.12000(W) AD(       ) 2
 BL1126  NGVD 29 (??/??/92)  107.095  (m)          351.36   (f) ADJ UNCH    2 0
 BL1126
 BL1126.Superseded values are not recommended for survey control.
 BL1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1126.See file dsdata.txt to determine how the superseded data were derived.
 BL1126
 BL1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8732394190(NAD 83)
 BL1126_MARKER: DS = TRIANGULATION STATION DISK
 BL1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1126_STAMPING: WILLOW SPRINGS LOOKOUT 1935
 BL1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1126+STABILITY: SURFACE MOTION
 BL1126
 BL1126  HISTORY     - Date     Condition        Report By
 BL1126  HISTORY     - 1935     MONUMENTED       CGS
 BL1126  HISTORY     - 1947     GOOD             NGS
 BL1126  HISTORY     - 1949     GOOD             CGS
 BL1126  HISTORY     - 1952     GOOD             TXHD
 BL1126  HISTORY     - 1967     GOOD             CGS
 BL1126
 BL1126                          STATION DESCRIPTION
 BL1126
 BL1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1126'THIS INTERSECTION STATION IS LOCATED ABOUT 7.0 MILES NW OF
 BL1126'COLD SPRINGS AND ABOUT 6.0 MILES S OF POINTBLANK.  IT IS
 BL1126'ABOUT 100 YARDS E OF A GRADED DIRT ROAD.  STATION MARKER IS
 BL1126'CENTERED UNDER THE BOLT IN THE APEX OF THE ROOF OF THE LOOKOUT
 BL1126'HOUSE.  THE SLOPE DISTANCES TO THE NEAREST CORNER OF THE CONCRETE
 BL1126'FOOTINGS ARE AS FOLLOWS--TO THE SE FOOTING, 14.19 FEET.  TO
 BL1126'THE SW FOOTING, 13.95 FEET.  TO THE NW FOOTING, 14.31 FEET.
 BL1126'TO THE NE FOOTING, 14.45 FEET.  THE MARK PROJECTS 2 INCHES.
 BL1126'
 BL1126'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BL1126'DISKS SET IN CONCRETE.
 BL1126'
 BL1126'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NNW OF THE STATION,
 BL1126'BEARING 341 DEG 00 MIN 00.2 SEC FROM WILLOW, 23 FEET E OF
 BL1126'CENTER LINE OF ROAD, 3 FEET S OF A TELEPHONE POLE IN LINE
 BL1126'WITH POLES.  THE MARK PROJECTS 2 INCHES.
 BL1126'
 BL1126'STATION IS REACHED FROM COLD SPRINGS BY GOING 5.6 MILES NW
 BL1126'ON TEXAS HIGHWAY 156 TO A DIRT ROAD FORKS TO THE LEFT, FOLLOW
 BL1126'DIRT ROAD FOR 2.2 MILES TO FIRE LOOKOUT TOWER ON RIGHT.
 BL1126'
 BL1126'TO REACH THE AZIMUTH MARK CONTINUE ON DIRT ROAD FOR 0.45
 BL1126'MILE TO MARK ON RIGHT.
 BL1126
 BL1126                          STATION RECOVERY (1947)
 BL1126
 BL1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1126'7.7 MI NW FROM COLDSPRING.
 BL1126'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1126'COLDSPRING, THENCE 5.3 MILES NORTHWEST ALONG STATE HIGHWAY 156, THENCE
 BL1126'2.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 0.1 MILE NORTHEAST OF
 BL1126'THE ROAD, UNDER THE CENTER OF WILLOW SPRINGS LOOKOUT TOWER, 14.2 FEET
 BL1126'NORTHWEST OF THE SOUTHEAST CONCRETE BASE OF THE TOWER, 13.9 FEET
 BL1126'SOUTHEAST OF THE NORTHWEST CONCRETE BASE OF THE TOWER, 5.0 FEET NORTH
 BL1126'OF A CONCRETE TOOL BOX, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1126'PROJECTS 3 INCHES ABOVE THE GROUND.
 BL1126
 BL1126                          STATION RECOVERY (1949)
 BL1126
 BL1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL1126'THE STATION AND AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD
 BL1126'CONDITION.
 BL1126'
 BL1126'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BL1126'
 BL1126'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF COLD
 BL1126'SPRINGS, 6.0 MILES SOUTH OF POINT BLANK, AND 300 FEET EAST OF
 BL1126'THE CENTER OF A GRADED ROAD.  IT IS CENTERED UNDER THE BOLT
 BL1126'IN THE APEX OF THE ROOF OF THE LOOKOUT HOUSE.  THE SLOPE
 BL1126'DISTANCES TO THE NEAREST CORNER OF THE CONCRETE FOOTINGS ARE
 BL1126'AS FOLLOWS--TO THE SOUTHEAST FOOTING, 14.19 FEET.  TO THE
 BL1126'SOUTHWEST FOOTING, 13.95 FEET.  TO THE NORTHWEST FOOTING,
 BL1126'14.31 FEET.  AND TO THE NORTHEAST FOOTING, 14.45 FEET.  THE
 BL1126'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WILLOW SPRINGS
 BL1126'LOOKOUT 1935.
 BL1126'
 BL1126'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH-NORTHWEST OF THE
 BL1126'STATION, 33 FEET EAST OF THE CENTER OF A GRADED ROAD, AND 2.0
 BL1126'FEET SOUTH OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS
 BL1126'STAMPED, WILLOW SPRINGS LOOKOUT AZIMUTH 1935.  NOTE 11A.
 BL1126'
 BL1126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 BL1126'190 AND STATE HIGHWAY NO. 156 IN POINT BLANK, GO SOUTH ON
 BL1126'STATE HIGHWAY NO. 156 FOR 8.0 MILES TO A SIDE ROAD RIGHT,
 BL1126'TURN RIGHT AND GO NORTHWEST ON GRADED ROAD FOR 2.15 MILES
 BL1126'TO A ROAD RIGHT, TURN RIGHT AND GO 300 FEET TO THE LOOKOUT
 BL1126'TOWER AND THE STATION.
 BL1126'
 BL1126'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 300
 BL1126'FEET, TURN RIGHT AND GO 0.45 MILE TO THE MARK ON THE RIGHT.
 BL1126
 BL1126                          STATION RECOVERY (1952)
 BL1126
 BL1126'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1952 (JRM)
 BL1126'O.K. EXCEPT ROAD IS GRAVEL AND NOT DIRT.
 BL1126
 BL1126                          STATION RECOVERY (1967)
 BL1126
 BL1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL1126'RECOVERED AS PREVIOUSLY DESCRIBED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1127 ***********************************************************************
 BL1127  DESIGNATION -  WILLOW SPRINGS LOOKOUT AZ MK
 BL1127  PID         -  BL1127
 BL1127  STATE/COUNTY-  TX/SAN JACINTO
 BL1127  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1127
 BL1127                         *CURRENT SURVEY CONTROL
 BL1127  ___________________________________________________________________
 BL1127* NAD 83(1986)-  30 39 58.     (N)    095 13 22.     (W)     SCALED    
 BL1127* NAVD 88     -        94.10   (+/-2cm)     308.7    (feet)  VERTCON   
 BL1127  ___________________________________________________________________
 BL1127  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL1127
 BL1127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1127
 BL1127.The horizontal coordinates were scaled from a topographic map and have
 BL1127.an estimated accuracy of +/- 6 seconds.
 BL1127
 BL1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1127.The vertical order pertains to the NGVD 29 superseded value.
 BL1127
 BL1127.The geoid height was determined by GEOID03.
 BL1127
 BL1127;                    North         East    Units  Estimated Accuracy
 BL1127;SPC TX C     - 3,122,040.    1,189,550.      MT  (+/- 180 meters Scaled)
 BL1127
 BL1127                          SUPERSEDED SURVEY CONTROL
 BL1127
 BL1127  NGVD 29 (??/??/92)   94.110  (m)          308.76   (f) ADJ UNCH    2 0
 BL1127
 BL1127.Superseded values are not recommended for survey control.
 BL1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1127.See file dsdata.txt to determine how the superseded data were derived.
 BL1127
 BL1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP870947(NAD 83)
 BL1127_MARKER: DZ = AZIMUTH MARK DISK
 BL1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1127_STAMPING: WILLOW SPRINGS LOOKOUT 1935
 BL1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1127+STABILITY: SURFACE MOTION
 BL1127
 BL1127  HISTORY     - Date     Condition        Report By
 BL1127  HISTORY     - 1935     MONUMENTED       CGS
 BL1127  HISTORY     - 1947     GOOD             NGS
 BL1127
 BL1127                          STATION DESCRIPTION
 BL1127
 BL1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1127'8.2 MI NW FROM COLDSPRING.
 BL1127'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1127'COLDSPRING, THENCE 5.3 MILES NORTHWEST ALONG STATE HIGHWAY 156, THENCE
 BL1127'2.7 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 0.1 MILE NORTHWEST OF A
 BL1127'ROAD JUNCTION, 66.5 FEET WEST OF A FENCE, 59.0 FEET SOUTH OF A 14 INCH
 BL1127'OAK TREE, 31.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1127'ROAD, 25.7 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A WITNESS
 BL1127'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BL1127'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1336 ***********************************************************************
 CR1336  DESIGNATION -  WILLS
 CR1336  PID         -  CR1336
 CR1336  STATE/COUNTY-  TX/VAN ZANDT
 CR1336  USGS QUAD   -  EDGEWOOD (1981)
 CR1336
 CR1336                         *CURRENT SURVEY CONTROL
 CR1336  ___________________________________________________________________
 CR1336* NAD 83(1993)-  32 43 45.36360(N)    095 57 28.50663(W)     ADJUSTED  
 CR1336* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 CR1336  ___________________________________________________________________
 CR1336  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CR1336  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CR1336
 CR1336  HORZ ORDER  -  FIRST
 CR1336
 CR1336.The horizontal coordinates were established by classical geodetic methods
 CR1336.and adjusted by the National Geodetic Survey in February 1996..
 CR1336
 CR1336.The orthometric height was scaled from a topographic map.
 CR1336
 CR1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1336
 CR1336.The geoid height was determined by GEOID03.
 CR1336
 CR1336;                    North         East     Units Scale Factor Converg.
 CR1336;SPC TXNC     - 2,120,714.344   838,238.720   MT  0.99988835   +1 23 11.2
 CR1336;SPC TXNC     - 6,957,710.31  2,750,121.53   sFT  0.99988835   +1 23 11.2
 CR1336;UTM  15      - 3,625,145.049   222,791.244   MT  1.00054766   -1 36 01.0
 CR1336;UTM  14      - 3,625,368.634   785,099.359   MT  1.00060239   +1 38 45.1
 CR1336
 CR1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1336!SPC TXNC     -   0.99997843  x   0.99988835  =   0.99986678
 CR1336!UTM  15      -   0.99997843  x   1.00054766  =   1.00052607
 CR1336!UTM  14      -   0.99997843  x   1.00060239  =   1.00058080
 CR1336
 CR1336:                Primary Azimuth Mark                     Grid Az
 CR1336:SPC TXNC     -  GRAND SALINE MUNICIPAL TANK              103 43 13.1
 CR1336:UTM  15      -  GRAND SALINE MUNICIPAL TANK              106 42 25.3
 CR1336:UTM  14      -  GRAND SALINE MUNICIPAL TANK              103 27 39.2
 CR1336
 CR1336|---------------------------------------------------------------------|
 CR1336| PID    Reference Object                     Distance      Geod. Az  |
 CR1336|                                                           dddmmss.s |
 CR1336| CR1328 GRAND SALINE MUNICIPAL TANK         APPROX.22.5 KM 1050624.3 |
 CR1336| CR1335 EDGEWOOD MUNICIPAL TANK             APPROX. 7.5 KM 1162348.2 |
 CR1336| CR1338 EDGEWOOD STACK                      APPROX. 7.8 KM 1203839.4 |
 CR1336| CY3131 WILLS RM 1                           56.412 METERS 13403     |
 CR1336| CS2577 WILLS POINT MUNICIPAL TANK          APPROX. 5.4 KM 2484819.9 |
 CR1336| CY3132 WILLS RM 2                           38.850 METERS 31406     |
 CR1336| CY3130 WILLS AZ MK                                        3250738.2 |
 CR1336|---------------------------------------------------------------------|
 CR1336
 CR1336                          SUPERSEDED SURVEY CONTROL
 CR1336
 CR1336  NAD 83(1986)-  32 43 45.37100(N)    095 57 28.49288(W) AD(       ) 1
 CR1336  NAD 27      -  32 43 44.91200(N)    095 57 27.61500(W) AD(       ) 1
 CR1336
 CR1336.Superseded values are not recommended for survey control.
 CR1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1336.See file dsdata.txt to determine how the superseded data were derived.
 CR1336
 CR1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2279125145(NAD 83)
 CR1336_MARKER: DS = TRIANGULATION STATION DISK
 CR1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1336
 CR1336  HISTORY     - Date     Condition        Report By
 CR1336  HISTORY     - 1935     MONUMENTED       CGS
 CR1336  HISTORY     - 1949     SEE DESCRIPTION  CGS
 CR1336  HISTORY     - 19960909 MARK NOT FOUND   USPSQD
 CR1336
 CR1336                          STATION DESCRIPTION
 CR1336
 CR1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1336'STATION IS ABOUT 3 MILES NE OF WILLS POINT AND ABOUT 4-1/2
 CR1336'MILES NW OF EDGEWOOD, ON LAND OCCUPIED BY F.E. BURCH AND
 CR1336'FOR WHICH CRIS BURNETT IS ADMINISTRATOR.  IT IS 0.25 MILE
 CR1336'SE OF FRAME CHURCH BUILDING AT T-INTERSECTION, AT NE EDGE
 CR1336'OF CULTIVATED FIELD, 0.1 MILE NW OF FARMHOUSE, 33 FEET SW
 CR1336'OF THE CENTER LINE OF DIRT ROAD, 2 FEET SW OF SINGLE WIRE
 CR1336'TELEPHONE LINE, 1 FOOT SW OF SW RIGHT-OF-WAY FENCE LINE.
 CR1336'THE MARK PROJECTS 2 INCHES.
 CR1336'
 CR1336'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR1336'BRONZE DISKS SET IN CONCRETE.
 CR1336'
 CR1336'REFERENCE MARK NO. 1 IS SE OF THE STATION, 33 FEET SW OF THE
 CR1336'CENTER LINE OF ROAD, 2 FEET NW OF TELEPHONE POLE, 1-1/2
 CR1336'FEET SW OF FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND.
 CR1336'
 CR1336'REFERENCE MARK NO. 2 IS NW OF THE STATION, 28 FEET SW OF
 CR1336'THE CENTER LINE OF ROAD, 4 FEET SW OF FENCE LINE.  THE MARK
 CR1336'PROJECTS 3 INCHES.
 CR1336'
 CR1336'THE STATION AND REFERENCE MARKS ARE IN LINE.
 CR1336'
 CR1336'AZIMUTH MARK IS NNW OF THE STATION, 150 YARDS NNE OF OLD
 CR1336'FRAME CHURCH BUILDING, 0.5 MILE ENE OF T-INTERSECTION OF
 CR1336'DIRT ROADS, 28 FEET SSE OF THE CENTER LINE OF DIRT ROAD, 2
 CR1336'FEET NNW OF FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 CR1336'
 CR1336'STATION REACHED FROM WILLS POINT BY GOING N ON MAIN STREET
 CR1336'FROM THE RAILROAD CROSSING, 0.3 MILE TO CROSS STREET.  THENCE
 CR1336'E 0.55 MILE TO T-INTERSECTION, TURN N 0.05 MILE TO FORKS.
 CR1336'TAKE RIGHT FORK AND FOLLOW MAIN-TRAVELED DIRT ROAD 1.85
 CR1336'MILES TO FORKS.  TAKE LEFT FORK, NE, AND CONTINUE 0.95 MILE
 CR1336'TO CHURCH AT T-INTERSECTION, THENCE SE (RIGHT) 0.25 MILE
 CR1336'TO STATION ON SW (RIGHT).
 CR1336'
 CR1336'ALL LIGHTS COME INTO VIEW AT 25 FEET.
 CR1336
 CR1336                          STATION RECOVERY (1949)
 CR1336
 CR1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1336'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935.
 CR1336'ALL MARKS WERE FOUND TO BE DESTROYED BY ROAD GRADING, EXCEPT
 CR1336'THE UNDERGROUND STATION MARK.  THIS MARK IS 2 FEET BELOW THE
 CR1336'SURFACE OF THE GROUND, ON THE SHOULDER OF A NEWLY GRADED
 CR1336'ROAD AND IS SUBJECT TO POSSIBLE DESTRUCTION BECAUSE OF ADDITIONAL
 CR1336'HIGHWAY IMPROVEMENTS.  FOR THIS REASON A NEW STATION, WILLS 2,
 CR1336'WAS ESTABLISHED AND A TRAVERSE CONNECTION WAS MADE TO THE
 CR1336'OLD UNDERGROUND MARK.
 CR1336
 CR1336                          STATION RECOVERY (1996)
 CR1336
 CR1336'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1337 ***********************************************************************
 CR1337  DESIGNATION -  WILLS 2
 CR1337  PID         -  CR1337
 CR1337  STATE/COUNTY-  TX/VAN ZANDT
 CR1337  USGS QUAD   -  EDGEWOOD (1981)
 CR1337
 CR1337                         *CURRENT SURVEY CONTROL
 CR1337  ___________________________________________________________________
 CR1337* NAD 83(1993)-  32 43 45.61252(N)    095 57 28.06317(W)     ADJUSTED  
 CR1337* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 CR1337  ___________________________________________________________________
 CR1337  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CR1337  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CR1337
 CR1337  HORZ ORDER  -  FIRST
 CR1337
 CR1337.The horizontal coordinates were established by classical geodetic methods
 CR1337.and adjusted by the National Geodetic Survey in February 1996..
 CR1337
 CR1337.The orthometric height was scaled from a topographic map.
 CR1337
 CR1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1337
 CR1337.The geoid height was determined by GEOID03.
 CR1337
 CR1337;                    North         East     Units Scale Factor Converg.
 CR1337;SPC TXNC     - 2,120,722.289   838,250.077   MT  0.99988835   +1 23 11.4
 CR1337;SPC TXNC     - 6,957,736.38  2,750,158.79   sFT  0.99988835   +1 23 11.4
 CR1337;UTM  15      - 3,625,152.396   222,803.007   MT  1.00054758   -1 36 00.8
 CR1337;UTM  14      - 3,625,376.636   785,110.688   MT  1.00060247   +1 38 45.4
 CR1337
 CR1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1337!SPC TXNC     -   0.99997843  x   0.99988835  =   0.99986678
 CR1337!UTM  15      -   0.99997843  x   1.00054758  =   1.00052599
 CR1337!UTM  14      -   0.99997843  x   1.00060247  =   1.00058088
 CR1337
 CR1337|---------------------------------------------------------------------|
 CR1337| PID    Reference Object                     Distance      Geod. Az  |
 CR1337|                                                           dddmmss.s |
 CR1337| CY3134 WILLS 2 RM 3                         35.442 METERS 13816     |
 CR1337| CR1336 WILLS                                13.861 METERS 23625     |
 CR1337| CS2577 WILLS POINT MUNICIPAL TANK          APPROX. 5.5 KM 2484627.6 |
 CR1337| CY3133 WILLS 2 AZ MK                                      2983821.6 |
 CR1337| CY3135 WILLS 2 RM 4                         34.077 METERS 31150     |
 CR1337|---------------------------------------------------------------------|
 CR1337
 CR1337                          SUPERSEDED SURVEY CONTROL
 CR1337
 CR1337  NAD 83(1986)-  32 43 45.61993(N)    095 57 28.04939(W) AD(       ) 1
 CR1337  NAD 27      -  32 43 45.16100(N)    095 57 27.17200(W) AD(       ) 1
 CR1337
 CR1337.Superseded values are not recommended for survey control.
 CR1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1337.See file dsdata.txt to determine how the superseded data were derived.
 CR1337
 CR1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2280325152(NAD 83)
 CR1337_MARKER: DS = TRIANGULATION STATION DISK
 CR1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1337
 CR1337  HISTORY     - Date     Condition        Report By
 CR1337  HISTORY     - 1949     MONUMENTED       CGS
 CR1337  HISTORY     - 19950831 GOOD             USPSQD
 CR1337
 CR1337                          STATION DESCRIPTION
 CR1337
 CR1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1337'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF WILLS
 CR1337'POINT, ABOUT 0.2 MILE EAST OF A HARD SURFACED ROAD, AND
 CR1337'112 YARDS WEST OF A FARM HOUSE.  IT IS 31 FEET NORTHEAST
 CR1337'OF THE CENTERLINE OF A GRADED DIRT ROAD, AND 7 FEET NORTHEAST
 CR1337'OF A FENCELINE AND A WITNESS POST.  THE DISK IS STAMPED
 CR1337'WILLS NO 2 1949 AND IS SET 1 FOOT BELOW THE SURFACE.
 CR1337'
 CR1337'THIS STATION WAS PLACED NEAR TRIANGULATION STATION WILLS
 CR1337'1935, WHICH HAS BEEN COMPLETELY DESTROYED, EXCEPT FOR THE
 CR1337'UNDERGROUND STATION MARK.  THIS UNDERGROUND MARK IS BURIED
 CR1337'2 FEET BELOW THE SURFACE OF THE GROUND, IN THE SOUTH SHOULDER
 CR1337'OF A NEWLY GRADED ROADBED.  THIS MARK IS SUBJECT TO POSSIBLE
 CR1337'DESTRUCTION BECAUSE OF ADDITIONAL HIGHWAY IMPROVEMENTS AND
 CR1337'FOR THIS REASON A NEW STATION, WILLS 2, WAS ESTABLISHED.
 CR1337'A TRAVERSE CONNECTION WAS MADE FROM WILLS 2 TO THE UNDERGROUND
 CR1337'MARK.
 CR1337'
 CR1337'REFERENCE MARK NO. 3 IS 26 FEET NORTHEAST OF THE CENTERLINE
 CR1337'OF THE DIRT ROAD, AND 1 FOOT NORTHEAST OF THE FENCELINE.
 CR1337'THE DISK IS STAMPED WILLS NO 2 NO 3 1949 AND PROJECTS 8 INCHES.
 CR1337'
 CR1337'REFERENCE MARK NO. 4 IS 26 FEET NORTHEAST OF THE CENTERLINE
 CR1337'OF THE ROAD, AND 1 FOOT NORTHEAST OF THE FENCELINE.  THE DISK
 CR1337'IS STAMPED WILLS NO 2 NO 4 1949 AND PROJECTS 8 INCHES.
 CR1337'
 CR1337'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF THE STATION,
 CR1337'35 FEET SOUTH OF THE CENTERLINE OF THE SURFACED ROAD, 2 FEET
 CR1337'EAST OF A POWERPOLE, AND 3 FEET EAST OF A WITNESS POST.
 CR1337'THE DISK IS STAMPED WILLS NO 2 1949 AND PROJECTS 6 INCHES.
 CR1337'
 CR1337'TO REACH THE STATION FROM THE MAIN INTERSECTION, AT THE
 CR1337'NORTH SIDE OF THE RAILROAD TRACKS IN WILLS POINT, GO EAST
 CR1337'ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR 0.5 MILE
 CR1337'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH AND EAST FOR
 CR1337'3.0 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CR1337'CONTINUE FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 CR1337'AND GO SOUTHEAST ON THE GRADED DIRT ROAD FOR 0.2 MILE TO
 CR1337'THE STATION ON THE LEFT.
 CR1337'
 CR1337'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CR1337
 CR1337                          STATION RECOVERY (1995)
 CR1337
 CR1337'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2577 ***********************************************************************
 CS2577  DESIGNATION -  WILLS POINT MUNICIPAL TANK
 CS2577  PID         -  CS2577
 CS2577  STATE/COUNTY-  TX/VAN ZANDT
 CS2577  USGS QUAD   -  WILLS POINT (1981)
 CS2577
 CS2577                         *CURRENT SURVEY CONTROL
 CS2577  ___________________________________________________________________
 CS2577* NAD 83(1993)-  32 42 41.46619(N)    096 00 43.29379(W)     ADJUSTED  
 CS2577* NAVD 88     -                                                        
 CS2577  ___________________________________________________________________
 CS2577  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CS2577  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS2577
 CS2577  HORZ ORDER  -  THIRD
 CS2577
 CS2577.The horizontal coordinates were established by classical geodetic methods
 CS2577.and adjusted by the National Geodetic Survey in February 1996..
 CS2577
 CS2577
 CS2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2577
 CS2577.The geoid height was determined by GEOID03.
 CS2577
 CS2577;                    North         East     Units Scale Factor Converg.
 CS2577;SPC TXNC     - 2,118,625.330   833,215.436   MT  0.99989013   +1 21 24.9
 CS2577;SPC TXNC     - 6,950,856.60  2,733,640.98   sFT  0.99989013   +1 21 24.9
 CS2577;UTM  14      - 3,623,255.452   780,082.087   MT  1.00056741   +1 36 56.8
 CS2577;UTM  15      - 3,623,319.330   217,662.487   MT  1.00058306   -1 37 43.7
 CS2577
 CS2577                          SUPERSEDED SURVEY CONTROL
 CS2577
 CS2577  NAD 83(1986)-  32 42 41.47360(N)    096 00 43.27971(W) AD(       ) 4
 CS2577  NAD 27      -  32 42 41.01100(N)    096 00 42.40400(W) AD(       ) 3
 CS2577
 CS2577.Superseded values are not recommended for survey control.
 CS2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2577.See file dsdata.txt to determine how the superseded data were derived.
 CS2577
 CS2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB8008223255(NAD 83)
 CS2577_MARKER: 53 = ELEVATED TANK
 CS2577
 CS2577  HISTORY     - Date     Condition        Report By
 CS2577  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2577  HISTORY     - 1949     GOOD             CGS
 CS2577  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 CS2577
 CS2577                          STATION DESCRIPTION
 CS2577
 CS2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2577'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF WILLS POINT,
 CS2577'TEXAS.  IT IS LOCATED AT THE EXACT POINT WHERE HIGH STREET AND
 CS2577'CEDAR STREET INTERSECT AT THE NW SIDE OF THE TOWN.  BOTH STREETS
 CS2577'COME TO A DEAD END HERE.  THE TANK IS 0.2 MILE N OF U.S. HIGHWAY
 CS2577'80.  IT WAS ERECTED IN 1914 AND IS QUITE PROMINENT.
 CS2577'
 CS2577'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE LEGS ARE
 CS2577'BLACK, AS ARE BOTH THE VERTICAL AND OVAL SECTIONS.  THE OVAL
 CS2577'SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL SECTION IS
 CS2577'ABOUT 20 FEET HIGH, HAS A SILVER CATWALK AND RAIL AROUND ITS
 CS2577'BASE, AND THE WORDS BEAT GRAND SALINE PAINTED IN WHITE ON THE S
 CS2577'SIDE.  THE ROOF IS FLAT CONICAL IN SHAPE AND HAS A SILVER BALL
 CS2577'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 115 FEET.
 CS2577
 CS2577                          STATION RECOVERY (1949)
 CS2577
 CS2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2577'THE STATION IS LOCATED IN THE WEST SECTION OF THE TOWN OF WILLS
 CS2577'POINT, 2 BLOCKS NORTH OF THE RAILROAD STATION AND 1 BLOCK WEST
 CS2577'OF HIGH STREET.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 100 FEET
 CS2577'HIGH AND ABOUT 26 FEET SQUARE AT THE BASE.  IT IS SILVER IN
 CS2577'COLOR.
 CS2577'
 CS2577'THE POINT INTERSECTED WAS THE BALL ON TOP.
 CS2577
 CS2577                          STATION RECOVERY (1995)
 CS2577
 CS2577'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1752 ***********************************************************************
 FL1752  DESIGNATION -  WILLTON
 FL1752  PID         -  FL1752
 FL1752  STATE/COUNTY-  TX/CARSON
 FL1752  USGS QUAD   -  POMEROY (1953)
 FL1752
 FL1752                         *CURRENT SURVEY CONTROL
 FL1752  ___________________________________________________________________
 FL1752* NAD 83(1993)-  35 24 40.01025(N)    101 36 40.49992(W)     ADJUSTED  
 FL1752* NAVD 88     -      1092.     (meters)    3583.     (feet)  SCALED    
 FL1752  ___________________________________________________________________
 FL1752  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FL1752  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 FL1752
 FL1752  HORZ ORDER  -  FIRST
 FL1752
 FL1752.The horizontal coordinates were established by classical geodetic methods
 FL1752.and adjusted by the National Geodetic Survey in February 1996..
 FL1752
 FL1752.The orthometric height was scaled from a topographic map.
 FL1752
 FL1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1752
 FL1752.The geoid height was determined by GEOID03.
 FL1752
 FL1752;                    North         East     Units Scale Factor Converg.
 FL1752;SPC TX N     - 1,156,549.874   189,896.152   MT  0.99991088   -0 03 52.1
 FL1752;SPC TX N     - 3,794,447.38    623,017.63   sFT  0.99991088   -0 03 52.1
 FL1752;UTM  14      - 3,921,767.652   262,889.846   MT  1.00029289   -1 30 49.6
 FL1752
 FL1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1752!SPC TX N     -   0.99983286  x   0.99991088  =   0.99974376
 FL1752!UTM  14      -   0.99983286  x   1.00029289  =   1.00012570
 FL1752
 FL1752:                Primary Azimuth Mark                     Grid Az
 FL1752:SPC TX N     -  RADIO STATION KGNC CENTER MAST           078 54 22.7
 FL1752:UTM  14      -  RADIO STATION KGNC CENTER MAST           080 21 20.2
 FL1752
 FL1752|---------------------------------------------------------------------|
 FL1752| PID    Reference Object                     Distance      Geod. Az  |
 FL1752|                                                           dddmmss.s |
 FL1752| FL1753 RADIO STATION KGNC CENTER MAST      APPROX. 5.0 KM 0785030.6 |
 FL1752| CJ9312 WILLTON RM 3                         29.202 METERS 10037     |
 FL1752| CJ9310 WILLTON RM 1                         33.295 METERS 10812     |
 FL1752| CJ9311 WILLTON RM 2                         35.600 METERS 25139     |
 FL1752| CJ9313 WILLTON RM 4                         29.143 METERS 25732     |
 FL1752| CJ9309 WILLTON AZ MK                                      2715933.5 |
 FL1752|---------------------------------------------------------------------|
 FL1752
 FL1752                          SUPERSEDED SURVEY CONTROL
 FL1752
 FL1752  NAD 83(1993)-  35 24 40.01431(N)    101 36 40.49489(W) AD(       ) 1
 FL1752  NAD 83(1986)-  35 24 40.01741(N)    101 36 40.49046(W) AD(       ) 1
 FL1752  NAD 27      -  35 24 39.84400(N)    101 36 38.85800(W) AD(       ) 1
 FL1752
 FL1752.Superseded values are not recommended for survey control.
 FL1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1752.See file dsdata.txt to determine how the superseded data were derived.
 FL1752
 FL1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6289021768(NAD 83)
 FL1752_MARKER: DS = TRIANGULATION STATION DISK
 FL1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1752
 FL1752  HISTORY     - Date     Condition        Report By
 FL1752  HISTORY     - 1951     MONUMENTED       CGS
 FL1752  HISTORY     - 1956     GOOD             CGS
 FL1752  HISTORY     - 1969     GOOD             CGS
 FL1752
 FL1752                          STATION DESCRIPTION
 FL1752
 FL1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1752'THE STATION IS LOCATED ALONG THE NORTH SIDE OF AN EAST-WEST
 FL1752'GRAVELED ROAD, ABOUT 19 MILES NORTHEAST OF AMARILLO, 14
 FL1752'MILES WEST NORTHWEST OF PANHANDLE, 1 MILE EAST OF THE POTTER-CARSON
 FL1752'COUNTY LINE, 1/2 MILE EAST OF MASTERSON RAILROAD STATION,
 FL1752'50 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 36
 FL1752'FEET NORTH OF A WHITE WITNESS POST.
 FL1752'
 FL1752'TO REACH, FROM THE POTTER COUNTY COURTHOUSE IN AMARILLO,
 FL1752'GO NORTH, ON U.S. HIGHWAY 60, FOR 1.0 MILE TO JUNCTION OF
 FL1752'HIGHWAYS 60 AND 87.  TURN RIGHT, AND GO EAST, ON U.S. HIGHWAY
 FL1752'60, FOR 2.7 MILES TO FORKS AND STATE HIGHWAY 136.  TAKE LEFT
 FL1752'FORK, AND GO NORTH, ON STATE HIGHWAY 136, FOR 15.9 MILES
 FL1752'TO SIDE ROAD RIGHT.  TURN RIGHT, AND GO EAST, ON GRAVELED
 FL1752'ROAD 0.8 MILE TO RAILROAD TRACKS AND THE AZIMUTH MARK.  CROSS
 FL1752'RAILROAD TRACKS, AND GO EAST 0.55 MILE TO THE STATION.
 FL1752'
 FL1752'THE STATION MARK IS A STANDARD DISK, STAMPED WILLTON 1951, SET IN
 FL1752'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER
 FL1752'WHICH IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 FL1752'
 FL1752'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WILLTON
 FL1752'NO 1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1752'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT 16 INCHES HIGHER
 FL1752'THAN THE STATION.  IT IS LOCATED 30 FEET NORTH OF THE CENTERLINE
 FL1752'OF THE GRAVELED ROAD AND 12 INCHES NORTH OF AN EAST-WEST
 FL1752'FENCELINE.
 FL1752'
 FL1752'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED WILLTON
 FL1752'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1752'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT 14 INCHES HIGHER
 FL1752'THAN THE STATION.  IT IS LOCATED 30 FEET NORTH OF THE CENTERLINE
 FL1752'OF THE GRAVELED ROAD AND 14 INCHES NORTH OF AN EAST-WEST
 FL1752'FENCELINE.
 FL1752'
 FL1752'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WILLTON 1951,
 FL1752'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1752'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED ALONG THE SOUTH SIDE
 FL1752'OF THE GRAVELED ROAD, ABOUT 45 FEET SOUTH OF THE CENTERLINE
 FL1752'OF THE GRAVELED ROAD, 45 FEET WEST OF THE WEST RAIL OF THE
 FL1752'RAILROAD TRACKS, 36 FEET EAST OF A FENCE CORNER AND 9 FEET
 FL1752'NORTHWEST OF A TELEPHONE POLE.
 FL1752'
 FL1752'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 FL1752
 FL1752                          STATION RECOVERY (1956)
 FL1752
 FL1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1752'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1752'IN GOOD CONDITION AS DESCRIBED.  NO ATTEMPT WAS MADE TO
 FL1752'RECOVER THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO
 FL1752'STATION SITE ARE CORRECT.
 FL1752
 FL1752                          STATION RECOVERY (1969)
 FL1752
 FL1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FL1752'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 FL1752'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE
 FL1752'TO ROAD IMPROVEMENTS REFERENCE MARKS NO. 1 AND NO. 2 HAD TO
 FL1752'BE DESTROYED TO CLEAR AREA FOR CONSTRUCTION.  TWO NEW REFERENCE
 FL1752'MARKS WERE SET.  A COMPLETE DESCRIPTION FOLLOWS--THE STATION
 FL1752'IS ABOUT 20 MILES NORTHEAST OF AMARILLO, 14 MILES NORTHWEST
 FL1752'OF PANHANDLE, 1-1/2 MILES EAST OF THE POTTER-CARSON COUNTY
 FL1752'LINE, AT THE NORTH RIGHT-OF-WAY OF AN EAST-WEST ROAD.
 FL1752'
 FL1752'TO REACH STATION FROM THE POTTER COUNTY COURTHOUSE IN AMARILLO,
 FL1752'GO NORTH ON U.S. HIGHWAY 60 FOR 1.0 MILE TO THE JUNCTION OF
 FL1752'U.S. HIGHWAY 87.  TURN RIGHT, EAST, AND FOLLOW U.S. HIGHWAY
 FL1752'60 AND 87 FOR 2.35 MILES TO STATE HIGHWAY 136.  TURN LEFT,
 FL1752'NORTH, ON STATE HIGHWAY 136, GO 15.7 MILES TO A SIDE ROAD
 FL1752'ON RIGHT AT THE TOP OF GRADE.  TURN RIGHT, EAST, GO 0.9 MILE
 FL1752'TO RAILROAD TRACKS AND AZIMUTH MARK.  CONTINUE EAST ON A
 FL1752'BLACK-TOP ROAD 0.55 MILE TO STATION ON THE LEFT.
 FL1752'
 FL1752'STATION MARK, A STANDARD DISK, STAMPED WILLTON 1951, IS SET
 FL1752'IN A 10 IN X 10 IN CONCRETE POST WHICH IS 12 INCHES BELOW
 FL1752'THE SURFACE OF GROUND.  IT IS 70.3 FEET NORTH OF THE CENTER
 FL1752'LINE OF ROAD.
 FL1752'
 FL1752'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED WILLTON 1951
 FL1752'NO 3 1969, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 FL1752'PROJECTS 4 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 51
 FL1752'FEET NORTH OF THE CENTER LINE OF ROAD AND 1 FOOT NORTHWEST
 FL1752'OF A METAL WITNESS POST.
 FL1752'
 FL1752'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED WILLTON 1951
 FL1752'NO 4 1969, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 FL1752'PROJECTS 1 INCH ABOVE THE SURFACE OF GROUND.  IT 51 FEET
 FL1752'NORTH OF THE CENTER LINE OF ROAD AND 1 FOOT NORTHWEST OF A
 FL1752'METAL WITNESS POST.
 FL1752'
 FL1752'AZIMUTH MARK, A STANDARD DISK, STAMPED WILLTON 1951, IS SET
 FL1752'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 FL1752'THE SURFACE OF GROUND.  IT IS 59.5 FEET SOUTH OF THE CENTER
 FL1752'LINE OF ROAD, 42.5 FEET WEST OF THE WEST RAIL OF RAILROAD
 FL1752'TRACKS, 30 FEET EAST OF A FENCE LINE, 8 FEET NORTHWEST OF A
 FL1752'TELEGRAPH POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 FL1752'
 FL1752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 FL1752'NORTHWEST OF PANHANDLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1765 ***********************************************************************
 FL1765  DESIGNATION -  WILLTON ELEVATED WATER TANK
 FL1765  PID         -  FL1765
 FL1765  STATE/COUNTY-  TX/POTTER
 FL1765  USGS QUAD   -  BERRY SAND DRAW (1953)
 FL1765
 FL1765                         *CURRENT SURVEY CONTROL
 FL1765  ___________________________________________________________________
 FL1765* NAD 83(1993)-  35 22 57.77281(N)    101 39 16.69883(W)     ADJUSTED  
 FL1765* NAVD 88     -                                                        
 FL1765  ___________________________________________________________________
 FL1765  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FL1765  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1765
 FL1765  HORZ ORDER  -  THIRD
 FL1765
 FL1765.The horizontal coordinates were established by classical geodetic methods
 FL1765.and adjusted by the National Geodetic Survey in February 1996..
 FL1765
 FL1765
 FL1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1765
 FL1765.The geoid height was determined by GEOID03.
 FL1765
 FL1765;                    North         East     Units Scale Factor Converg.
 FL1765;SPC TX N     - 1,153,404.617   185,950.627   MT  0.99991106   -0 05 22.6
 FL1765;SPC TX N     - 3,784,128.31    610,073.02   sFT  0.99991106   -0 05 22.6
 FL1765;UTM  14      - 3,918,721.958   258,864.475   MT  1.00031663   -1 32 16.3
 FL1765
 FL1765                          SUPERSEDED SURVEY CONTROL
 FL1765
 FL1765  NAD 83(1993)-  35 22 57.77775(N)    101 39 16.69217(W) AD(       ) 4
 FL1765  NAD 83(1986)-  35 22 57.78030(N)    101 39 16.68948(W) AD(       ) 4
 FL1765  NAD 27      -  35 22 57.60700(N)    101 39 15.04700(W) AD(       ) 3
 FL1765
 FL1765.Superseded values are not recommended for survey control.
 FL1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1765.See file dsdata.txt to determine how the superseded data were derived.
 FL1765
 FL1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5886418722(NAD 83)
 FL1765_MARKER: 53 = ELEVATED TANK
 FL1765
 FL1765  HISTORY     - Date     Condition        Report By
 FL1765  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1765
 FL1765                          STATION DESCRIPTION
 FL1765
 FL1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1765'LOCATED 2-1/2 MILES SOUTHWEST OF WILLTON, A RAILROAD STATION
 FL1765'WHICH HAS REPUTEDLY HAS BEEN RENAMED MASTERSON, AND IS 12-1/2
 FL1765'MILES NORTHEAST OF AMARILLO ON THE AMARILLO TO FRITCH BRANCH
 FL1765'LINE OF THE A.T. AND S.F. RAILROAD.  (THIS MASTERSON IS NOT
 FL1765'TO BE CONFUSED WITH THE IDENTICALLY NAMED POST OFFICE ON
 FL1765'HIGHWAY U.S. 87 AND 287 NEAR EXELL AND ABOUT 16 MILES SOUTH OF
 FL1765'DUMAS).  THE TANK IS ABOUT 1 MILE WEST OF TEXAS HIGHWAY 136 IN
 FL1765'A SHALLOW VALLEY AND NEAR A SMALL STOCK WATERING RESERVOIR.
 FL1765'
 FL1765'STATION IS THE PEAK OF THE CONICAL ROOF OF THE CYLINDRICAL ROOF
 FL1765'OF THE STEEL TANK WHICH IS ABOUT 60 FEET HIGH AND IS PAINTED
 FL1765'SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2781 ***********************************************************************
 CS2781  DESIGNATION -  WILMER
 CS2781  PID         -  CS2781
 CS2781  STATE/COUNTY-  TX/DALLAS
 CS2781  USGS QUAD   -  FERRIS (1968)
 CS2781
 CS2781                         *CURRENT SURVEY CONTROL
 CS2781  ___________________________________________________________________
 CS2781* NAD 83(1993)-  32 35 14.45312(N)    096 41 14.49934(W)     ADJUSTED  
 CS2781* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 CS2781  ___________________________________________________________________
 CS2781  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 CS2781  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CS2781
 CS2781  HORZ ORDER  -  SECOND
 CS2781
 CS2781.The horizontal coordinates were established by classical geodetic methods
 CS2781.and adjusted by the National Geodetic Survey in February 1996..
 CS2781
 CS2781.The orthometric height was scaled from a topographic map.
 CS2781
 CS2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2781
 CS2781.The geoid height was determined by GEOID03.
 CS2781
 CS2781;                    North         East     Units Scale Factor Converg.
 CS2781;SPC TXNC     - 2,103,562.754   770,156.525   MT  0.99990524   +0 59 19.0
 CS2781;SPC TXNC     - 6,901,438.80  2,526,755.20   sFT  0.99990524   +0 59 19.0
 CS2781;UTM  14      - 3,607,901.962   717,062.090   MT  1.00018102   +1 14 45.7
 CS2781
 CS2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2781!SPC TXNC     -   0.99998150  x   0.99990524  =   0.99988675
 CS2781!UTM  14      -   0.99998150  x   1.00018102  =   1.00016252
 CS2781
 CS2781|---------------------------------------------------------------------|
 CS2781| PID    Reference Object                     Distance      Geod. Az  |
 CS2781|                                                           dddmmss.s |
 CS2781| CY3136 WILMER RM 1                          27.270 METERS 02627     |
 CS2781| CS2784 FERRIS MUNICIPAL TANK               APPROX. 6.3 KM 1615147.6 |
 CS2781| CY3137 WILMER RM 2                          24.938 METERS 29708     |
 CS2781| CS2783 NEWTON                              APPROX. 5.7 KM 3070846.7 |
 CS2781|---------------------------------------------------------------------|
 CS2781
 CS2781                          SUPERSEDED SURVEY CONTROL
 CS2781
 CS2781  NAD 83(1986)-  32 35 14.45999(N)    096 41 14.48139(W) AD(       ) 2
 CS2781  NAD 27      -  32 35 13.97200(N)    096 41 13.50600(W) AD(       ) 2
 CS2781
 CS2781.Superseded values are not recommended for survey control.
 CS2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2781.See file dsdata.txt to determine how the superseded data were derived.
 CS2781
 CS2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1706207902(NAD 83)
 CS2781_MARKER: DS = TRIANGULATION STATION DISK
 CS2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2781
 CS2781  HISTORY     - Date     Condition        Report By
 CS2781  HISTORY     - 1947     MONUMENTED       CGS
 CS2781  HISTORY     - 1958     GOOD             CGS
 CS2781  HISTORY     - 1960     GOOD             CGS
 CS2781  HISTORY     - 1963     GOOD             CGS
 CS2781
 CS2781                          STATION DESCRIPTION
 CS2781
 CS2781'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2781'THE STATION IS LOCATED IN THE SMALL TOWN OF WILMER ABOUT
 CS2781'4.0 MILES NORTH NORTHWEST OF FERRIS ALONG THE TEXAS AND NEW
 CS2781'ORLEANS RAILROAD.  IT IS 110 FEET SOUTHWEST OF THE SOUTHWEST
 CS2781'CORNER OF A LOADING PLATFORM, 45 FEET WEST OF THE WEST RAIL
 CS2781'OF A SIDE TRACK AND 45 FEET NORTH OF A CATTLE CORRAL.  IT
 CS2781'IS STAMPED WILMER 1947 AND SET FLUSH WITH THE GROUND.
 CS2781'
 CS2781'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION BETWEEN
 CS2781'THE SIDE TRACK AND MAIN LINE OF THE RAILROAD, 2 FEET SOUTH
 CS2781'OF A TELEPHONE POLE.  IT IS STAMPED WILMER NO. 1 1947 AND
 CS2781'PROJECTS 2 INCHES.
 CS2781'
 CS2781'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 80 FEET
 CS2781'SOUTHEAST OF A WHITE HOUSE AND 3 FEET SOUTH OF A TELEPHONE
 CS2781'POLE.  IT IS STAMPED WILMER NO. 2 1947 AND PROJECTS 4 INCHES.
 CS2781'
 CS2781'THE U.S.C. AND G.SURVEY BENCH MARK C-957 WAS USED AS
 CS2781'THE AZIMUTH MARK.  IT IS ABOUT 0.2 MILE SOUTHEAST OF THE
 CS2781'STATION, 25 FEET NORTHEAST OF THE WILMER SIGN AND 35 FEET
 CS2781'EAST OF THE CENTER OF U.S. HIGHWAY NO. 75.  IT IS STAMPED
 CS2781'C-957 1946 AND PROJECTS 4 INCHES
 CS2781'
 CS2781'TO REACH THE STATION FROM THE MOBILE GAS STATION AND BUS
 CS2781'STOP IN WILMER.  GO WEST ON PAVED STREET FOR 0.2 MILE TO
 CS2781'POINT JUST ACROSS TRACKS, TURN LEFT TO STOCK PENS AND STATION
 CS2781'AS DESCRIBED.
 CS2781'
 CS2781'TO REACH THE U.S.C. AND G.S. BM C-957 FROM THE MOBILE GAS
 CS2781'STATION.  GO SOUTH ON NO. 75 TOWARDS ENNIS FOR 0.15 MILE
 CS2781'TO THE WILMER SIGN ON THE LEFT AND MARK AS DESCRIBED.
 CS2781'
 CS2781'A 74 FOOT SIGNAL AT NEWTOWN IS VISIBLE AT 37 FEET
 CS2781'
 CS2781'AN 87 FOOT SIGNAL AT PRAIRIE IS VISIBLE AT 50 FEET
 CS2781'
 CS2781'AN 87 FOOT SIGNAL AT SLOUGH IS VISIBLE AT 37 FEET
 CS2781'
 CS2781'A 74 FOOT SIGNAL AT FERRIS IS VISIBLE AT 50 FEET
 CS2781'
 CS2781'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2781
 CS2781                          STATION RECOVERY (1958)
 CS2781
 CS2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2781'THE STATION MARKS AND TWO REFERENCE MARKS WERE RECOVERED.
 CS2781'THE AZIMUTH MARK WAS C 957 AND IS LOST.  THE BROKEN STUB
 CS2781'OF THE BENCH MARK WAS FOUND AT THE SITE.  ALL LOCAL FEATURES
 CS2781'AT THE STATION HAVE CHANGED AND A REVISED DESCRIPTION IS
 CS2781'AS FOLLOWS.
 CS2781'
 CS2781'THE STATION IS LOCATED IN THE SMALL TOWN OF WILMER, 104
 CS2781'FEET WEST OF THE WEST RAIL OF THE T. AND N.O.R.R. TRACKS,
 CS2781'AND ABOUT 65 YARDS SOUTH OF THE CENTERLINE OF BELT LINE
 CS2781'ROAD IN A GRASS AND BRUSH GROWN AREA THAT WAS PREVIOUSLY
 CS2781'THE DEPOT AND LOADING PLATFORM AREA NOW VACATED AND WASTED.
 CS2781'THE MARK IS A STANDARD DISK STAMPED WILMER 1947 IN A CONCRETE
 CS2781'POST FLUSH WITH THE SURFACE OF THE GROUND.
 CS2781'
 CS2781'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WILMER
 CS2781'NO. 1 1947 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 CS2781'IT IS NORTHEAST OF THE STATION 2 FEET SOUTH OF THE 2ND POLE
 CS2781'SOUTH OF THE CROSSING.
 CS2781'
 CS2781'REFERENCE NO. 2 IS A STANDARD DISK STAMPED WILMER NO. 2
 CS2781'1947 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT
 CS2781'IS NORTHWEST OF THE STATION 3 FEET SOUTH OF A TELEGRAPH POLE
 CS2781'AND ABOUT 80 FEET SOUTHEAST OF A WHITE HOUSE AND IS IN THE
 CS2781'MAINTAINED AREA OF THE FRONT YARD.  THE ARROW POINTS NORTHEAST
 CS2781'ABOUT 90 DEGREES LEFT OF THE STATION.
 CS2781'
 CS2781'TO REACH THE STATION FROM THE JUNCTION OF DALLAS AVE. AND
 CS2781'BELT LINE ROAD IN WILMER AND 1ST BAPTIST CHURCH, GO WEST
 CS2781'ON BELT LINE ROAD 0.2 MILE AND CROSS THE TRACKS.  THEN
 CS2781'TURN LEFT IN FRONT OF THE WHITE HOUSE AND GO SOUTH ABOUT
 CS2781'65 YARDS TO THE STATION AS DESCRIBED.
 CS2781
 CS2781                          STATION RECOVERY (1960)
 CS2781
 CS2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2781'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CS2781'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 WAS RECOVERED
 CS2781'BUT IT HAS BEEN TWISTED AND THE DISC POINTS IN THE WRONG
 CS2781'DIRECTION.  DIRECTIONS FOR PROCEEDING TO THE STATION SITE
 CS2781'ARE CORRECT.  STATION IS SOUTH OF AN EAST-WEST ROAD.
 CS2781
 CS2781                          STATION RECOVERY (1963)
 CS2781
 CS2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2781'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 CS2781'MARK NO. 1 WAS FOUND TO BE DESTROYED.  THE DISK WAS SALVAGED.
 CS2781'IT HAD BEEN PULLED OUT OF THE CONCRETE POST AND WAS LAYING
 CS2781'ABOUT 10 FEET FROM THE MARK.  REFERENCE MARK NO. 2 HAD BEEN
 CS2781'HIT AND WAS LEANING TO THE SOUTH.  THE ARROW POINTS TO THE
 CS2781'LEFT OF THE STATION.
 CS2781'
 CS2781'THE 1958 RECOVERY NOTE DESCRIPTION OF THE STATION MARK AND
 CS2781'THE TO REACH THE STATION ARE ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0753 ***********************************************************************
 AN0753  DESIGNATION -  WILSON
 AN0753  PID         -  AN0753
 AN0753  STATE/COUNTY-  TX/CALHOUN
 AN0753  USGS QUAD   -  KAMEY (1995)
 AN0753
 AN0753                         *CURRENT SURVEY CONTROL
 AN0753  ___________________________________________________________________
 AN0753* NAD 83(1993)-  28 41 27.27187(N)    096 41 22.21165(W)     ADJUSTED  
 AN0753* NAVD 88     -         9.43   (+/-2cm)      30.9    (feet)  VERTCON   
 AN0753  ___________________________________________________________________
 AN0753  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AN0753  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN0753
 AN0753  HORZ ORDER  -  FIRST
 AN0753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0753
 AN0753.The horizontal coordinates were established by classical geodetic methods
 AN0753.and adjusted by the National Geodetic Survey in February 1996..
 AN0753
 AN0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0753.The vertical order pertains to the NGVD 29 superseded value.
 AN0753
 AN0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0753
 AN0753.The geoid height was determined by GEOID03.
 AN0753
 AN0753;                    North         East     Units Scale Factor Converg.
 AN0753;SPC TXSC     - 4,097,274.298   825,767.356   MT  0.99992594   +1 07 55.0
 AN0753;SPC TXSC     -13,442,474.09  2,709,205.07   sFT  0.99992594   +1 07 55.0
 AN0753;UTM  14      - 3,175,927.666   725,741.665   MT  1.00022893   +1 06 34.9
 AN0753
 AN0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0753!SPC TXSC     -   1.00000279  x   0.99992594  =   0.99992873
 AN0753!UTM  14      -   1.00000279  x   1.00022893  =   1.00023172
 AN0753
 AN0753:                Primary Azimuth Mark                     Grid Az
 AN0753:SPC TXSC     -  EDNA TANK                                005 59 12.6
 AN0753:UTM  14      -  EDNA TANK                                006 00 32.7
 AN0753
 AN0753|---------------------------------------------------------------------|
 AN0753| PID    Reference Object                     Distance      Geod. Az  |
 AN0753|                                                           dddmmss.s |
 AN0753| AN2343 EDNA TANK                           APPROX.32.1 KM 0070707.6 |
 AN0753| AN0806 LOLITA                              APPROX.21.4 KM 0414540.3 |
 AN0753| AN0755 WILSON RM 1                                        14752     |
 AN0753| AN0754 WILSON RM 2                          39.350 METERS 30011     |
 AN0753|---------------------------------------------------------------------|
 AN0753
 AN0753                          SUPERSEDED SURVEY CONTROL
 AN0753
 AN0753  NAD 83(1986)-  28 41 27.28067(N)    096 41 22.19908(W) AD(       ) 1
 AN0753  NAD 27      -  28 41 26.29800(N)    096 41 21.27500(W) AD(       ) 1
 AN0753  NGVD 29 (??/??/92)    9.553  (m)           31.34   (f) ADJ UNCH    2 0
 AN0753
 AN0753.Superseded values are not recommended for survey control.
 AN0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0753.See file dsdata.txt to determine how the superseded data were derived.
 AN0753
 AN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2574275928(NAD 83)
 AN0753_MARKER: DS = TRIANGULATION STATION DISK
 AN0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0753_STAMPING: WILSON 1931
 AN0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0753+STABILITY: SURFACE MOTION
 AN0753
 AN0753  HISTORY     - Date     Condition        Report By
 AN0753  HISTORY     - 1931     MONUMENTED       CGS
 AN0753  HISTORY     - 1931     GOOD             CGS
 AN0753  HISTORY     - 1934     GOOD             CGS
 AN0753  HISTORY     - 1942     GOOD             CGS
 AN0753  HISTORY     - 1951     GOOD             USGS
 AN0753  HISTORY     - 1964     GOOD             TXHD
 AN0753  HISTORY     - 1967     GOOD             HUMBLE
 AN0753  HISTORY     - 1975     SEE DESCRIPTION  TXHD
 AN0753  HISTORY     - 1979     SEE DESCRIPTION  NGS
 AN0753  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN0753  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0753
 AN0753                          STATION DESCRIPTION
 AN0753
 AN0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN0753'ABOUT 6.7 MILES NW OF THE MUNICIPAL TANK IN PORT LAVACA,
 AN0753'ON THE NE SIDE OF THE PORT LAVACA-LAKE PLACEDO SHELL ROAD,
 AN0753'ON OR VERY NEAR THE CALHOUN-VICTORIA COUNTY LINE, ON THE
 AN0753'CROWN OF A LOW SPOIL BANK BETWEEN TWO CULTIVATED FIELDS, ON
 AN0753'LAND OWNED BY EGAN WILSON AND RENTED BY J.H. CLEVELAND, 0.8
 AN0753'MILE NW OF CROSSROADS, 0.25 MILE NW OF A FRAME HOUSE ON
 AN0753'SW SIDE OF ROAD, 19.5 METERS (64 FEET) N OF A FENCE CORNER
 AN0753'WHICH IS ON SW SIDE OF ROAD, AND 12.40 METERS (40.7 FEET) NE OF
 AN0753'CENTER LINE OF SHELL ROAD.  THE MOUND ON WHICH STATION
 AN0753'STANDS IS PERPENDICULAR TO THE ROAD NW OF A DRAINAGE DITCH
 AN0753'CROSSING THE ROAD.
 AN0753'
 AN0753'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 AN0753'SET IN CONCRETE.
 AN0753'
 AN0753'SURFACE MARK EXTENDS 5 INCHES ABOVE GROUND.
 AN0753'
 AN0753'REFERENCE MARK NO. 1 PROJECTS ABOUT 5 INCHES ABOVE GROUND,
 AN0753'IS ABOUT 6.3 MILES NW OF PORT LAVACA, 8.5 METERS (28 FEET)
 AN0753'SW OF CENTER LINE OF PORT LAVACA-LAKE PLACEDO SHELL ROAD,
 AN0753'0.5 MILE NW OF CROSSROADS, 125 METERS (410 FEET) SE OF FRAME
 AN0753'HOUSE, 0.75 METER AND (2.5 FEET) W OF FENCE CORNER, AND
 AN0753'0.35 MILE FROM STATION, S 32 DEG 08 MIN E.
 AN0753'
 AN0753'REFERENCE MARK NO. 2 PROJECTS 5 INCHES ABOVE GROUND, IS 5.8
 AN0753'METERS (19 FEET) SW OF CENTER LINE OF SHELL ROAD, 43.75 METERS
 AN0753'(143.5 FEET) NW OF FENCE CORNER, 0.3 METER (1 FOOT) SW OF
 AN0753'WIRE FENCE LINE, AND 39.35 METERS (129.1 FEET) FROM STATION,
 AN0753'N 59 DEG 49 MIN W.  BEARING FROM STATION OF PORT LAVACA, MUNICIPAL
 AN0753'TANK, DISTANT 6.7 MILES, IS S 35 DEG 50 MIN E.
 AN0753
 AN0753                          STATION RECOVERY (1931)
 AN0753
 AN0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AN0753'6.8 MI N FROM PORT LAVACA.
 AN0753'6.8 MILES NORTH ALONG A GRADED ROAD FROM THE TEXAS AND NEW ORLEANS
 AN0753'RAILROAD STATION AT PORT LAVACA, CALHOUN COUNTY, AT THE
 AN0753'CALHOUN-VICTORIA COUNTY LINE, 33 FEET EAST OF THE CENTER LINE OF THE
 AN0753'ROAD, 10 FEET NORTH OF THE EDGE OF A DRAINAGE DITCH, 18 FEET EAST OF A
 AN0753'FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AN0753'ROAD.  A STANDARD TRIANGULATION-STATION DISK, STAMPED WILSON 1931 AND
 AN0753'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0753
 AN0753                          STATION RECOVERY (1934)
 AN0753
 AN0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN0753'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 AN0753
 AN0753                          STATION RECOVERY (1942)
 AN0753
 AN0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AN0753'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0753'CONDITION.
 AN0753'
 AN0753'STATION MARK IS STAMPED WILSON 1931.  IT IS ABOUT
 AN0753'6.7 MILES NW OF THE MUNICIPAL TANK AT PORT LAVACA, ON OR
 AN0753'NEAR THE VICTORIA-CALHOUN COUNTY LINE AND ABOUT 0.8 MILE NW
 AN0753'OF THE INTERSECTION OF CROSS ROAD.  IT IS ON THE TOP OF A
 AN0753'LOW BANK OF DRAINAGE DITCH, 10.0 FEET N OF THE EDGE.  IT IS
 AN0753'40.7 FEET NE OF THE CENTER LINE OF THE ROAD, 64.0 FEET N
 AN0753'OF A FENCE CORNER AND 3.0 FEET S OF A 4- BY 4-INCH WOODEN
 AN0753'MARKER POST.
 AN0753'
 AN0753'REFERENCE MARK NO. 1, A STANDARD DISK IN A SQUARE CONCRETE MONUMENT,
 AN0753'IS STAMPED WILSON NO. 1 1931.
 AN0753'IT IS ABOUT 0.35 MILE SOUTHWESTERLY FROM THE STATION, ABOUT
 AN0753'0.5 MILE NW OF THE INTERSECTION OF CROSS ROAD AND 410.0 FEET
 AN0753'SE OF A FRAME HOUSE ON THE SW SIDE OF THE ROAD.  IT IS 28.0
 AN0753'FEET SW OF THE CENTER LINE OF THE ROAD AND 2.5 FEET W OF A
 AN0753'FENCE CORNER.  THE MONUMENT PROJECTS 0.5 FOOT.
 AN0753'
 AN0753'REFERENCE MARK NO. 2, A STANDARD DISK IN A SQUARE CONCRETE
 AN0753'MONUMENT, IS STAMPED WILSON NO. 2 1931.
 AN0753'IT IS 129.1 FEET NORTHEASTERLY FROM THE STATION, 143.5 FEET
 AN0753'NW OF A FENCE CORNER AND 19.0 FEET SW OF THE CENTER LINE
 AN0753'OF THE ROAD.  IT IS 1.0 FOOT SW OF FENCE AND THE MONUMENT
 AN0753'PROJECTS 0.5 FOOT.  THE STATION IS REACHED FROM THE SOUTHERN
 AN0753'PACIFIC RAILROAD STATION AT PORT LAVACA BY TRAVELING 6.8 MILES
 AN0753'NORTHERLY ALONG GRADED ROAD TO THE VICTORIA-CALHOUN COUNTY LINE
 AN0753'AND THE SITE OF THE STATION.
 AN0753
 AN0753                          STATION RECOVERY (1951)
 AN0753
 AN0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 AN0753'REFERENCE MARK 2 FOUND DISTURBED.
 AN0753
 AN0753                          STATION RECOVERY (1964)
 AN0753
 AN0753'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1964 (WAK)
 AN0753'RM 1 HAS BEEN DESTROYED.  THIS RM DISK WAS LOCATED IN A
 AN0753'PLOWED FIELD AREA AND EVIDENTLY HAD BEEN DESTROYED.
 AN0753
 AN0753                          STATION RECOVERY (1967)
 AN0753
 AN0753'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AN0753'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE OTHER
 AN0753'MARKS COULD NOT BE LOCATED AFTER 45 MINUTE SEARCH.  ROAD
 AN0753'IS NOW PAVED.
 AN0753
 AN0753                          STATION RECOVERY (1975)
 AN0753
 AN0753'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (CLJ)
 AN0753'WILSON 1931-(DESTROYED) FOUND LYING ON ITS SIDE IN DITCH.
 AN0753'
 AN0753'RM 2-ALSO DESTROYED.
 AN0753'
 AN0753'RM 1-NOT SEARCHED FOR
 AN0753'
 AN0753'UNDERGROUND MARK NOT SEARCHED FOR AND MAY STILL BE IN PLACE.
 AN0753
 AN0753                          STATION RECOVERY (1979)
 AN0753
 AN0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AN0753'SURFACE MARK FOUND LAYING ON TOP OF GROUND, THE AREA HAS BEEN
 AN0753'CHANGED, A DITCH HAS BEEN CUT WHERE THE STATION WAS DESCRIBED,
 AN0753'REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED.
 AN0753'
 AN0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES
 AN0753'NNW OF PORT LAVACA.
 AN0753
 AN0753                          STATION RECOVERY (1981)
 AN0753
 AN0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AN0753'STATION AND ALL MARKS NOT FOUND.  THEY APPEAR TO HAVE BEEN DUG UP BY
 AN0753'HEAVY EQUIPMENT.
 AN0753
 AN0753                          STATION RECOVERY (1998)
 AN0753
 AN0753'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1492 ***********************************************************************
 AB1492  DESIGNATION -  WILSON
 AB1492  PID         -  AB1492
 AB1492  STATE/COUNTY-  TX/CAMERON
 AB1492  USGS QUAD   -  PORT ISABEL (1983)
 AB1492
 AB1492                         *CURRENT SURVEY CONTROL
 AB1492  ___________________________________________________________________
 AB1492* NAD 83(1993)-  26 01 42.57415(N)    097 09 17.51702(W)     ADJUSTED  
 AB1492* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1492  ___________________________________________________________________
 AB1492  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AB1492  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 AB1492
 AB1492  HORZ ORDER  -  SECOND
 AB1492
 AB1492.The horizontal coordinates were established by classical geodetic methods
 AB1492.and adjusted by the National Geodetic Survey in February 1996..
 AB1492
 AB1492.The orthometric height was scaled from a topographic map.
 AB1492
 AB1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1492
 AB1492.The geoid height was determined by GEOID03.
 AB1492
 AB1492;                    North         East     Units Scale Factor Converg.
 AB1492;SPC TX S     - 5,040,806.613   434,641.777   MT  1.00003767   +0 36 38.5
 AB1492;SPC TX S     -16,538,046.36  1,425,987.23   sFT  1.00003767   +0 36 38.5
 AB1492;UTM  14      - 2,880,144.111   684,631.917   MT  1.00002092   +0 48 35.7
 AB1492
 AB1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1492!SPC TX S     -   1.00000305  x   1.00003767  =   1.00004072
 AB1492!UTM  14      -   1.00000305  x   1.00002092  =   1.00002397
 AB1492
 AB1492|---------------------------------------------------------------------|
 AB1492| PID    Reference Object                     Distance      Geod. Az  |
 AB1492|                                                           dddmmss.s |
 AB1492| CV3580 WILSON RM 1                           7.340 METERS 08445     |
 AB1492| CV3581 WILSON RM 2                           8.018 METERS 31004     |
 AB1492| AB1495 BRAZOS                              APPROX. 5.2 KM 3493212.7 |
 AB1492|---------------------------------------------------------------------|
 AB1492
 AB1492                          SUPERSEDED SURVEY CONTROL
 AB1492
 AB1492  NAD 83(1986)-  26 01 42.59009(N)    097 09 17.46935(W) AD(       ) 2
 AB1492  NAD 27      -  26 01 41.30093(N)    097 09 16.57298(W) AD(       ) 2
 AB1492
 AB1492.Superseded values are not recommended for survey control.
 AB1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1492.See file dsdata.txt to determine how the superseded data were derived.
 AB1492
 AB1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8463280144(NAD 83)
 AB1492_MARKER: P = PIPE CAP
 AB1492_SETTING: 0 = UNSPECIFIED SETTING
 AB1492
 AB1492  HISTORY     - Date     Condition        Report By
 AB1492  HISTORY     - 1970     MONUMENTED       NGS
 AB1492  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 AB1492
 AB1492                          STATION DESCRIPTION
 AB1492
 AB1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (AH)
 AB1492'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF PORT ISABEL,
 AB1492'2.1 MILE NORTH OF THE END OF STATE HIGHWAY 4, ABOUT 150 YARDS
 AB1492'WEST OF THE HIGHWATER LINE AND ON THE HIGHEST SAND DUNE IN THE
 AB1492'VICINITY.
 AB1492'
 AB1492'TO REACH THE STATION FROM THE END OF HIGHWAY 4, GO NORTH ALONG
 AB1492'THE BEACH FOR 2.1 MILE, FROM HERE PACK WEST TO THE HIGHEST
 AB1492'SAND DUNE AND THE STATION.
 AB1492'
 AB1492'THE STATION MARK IS A STANDARD DISK AFFIXED TO THE TOP OF A COPPER
 AB1492'ROD THAT IS SET IN A 4 INCH PLASTIC SEWER PIPE THAT PROJECTS 8
 AB1492'INCHES.  THE DISK IS STAMPED WILSON 1970.
 AB1492'
 AB1492'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WILSON NO 1 1970,
 AB1492'IT IS AFFIXED TO THE TOP OF A COPPER ROD THAT IS SET IN A 4 INCH
 AB1492'PLASTIC SEWER PIPE THAT PROJECTS 1 FOOT.
 AB1492'
 AB1492'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WILSON NO 2 1970,
 AB1492'IT IS AFFIXED TO THE TOP OF A COPPER ROD THAT IS SET IN A 4 INCH
 AB1492'PLASTIC SEWER PIPE THAT PROJECTS 24 INCHES.
 AB1492'
 AB1492'NO AZIMUTH MARK FOR THIS STATION.
 AB1492'
 AB1492'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AB1492
 AB1492                          STATION RECOVERY (1991)
 AB1492
 AB1492'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1561 ***********************************************************************
 AE1561  DESIGNATION -  WILSON
 AE1561  PID         -  AE1561
 AE1561  STATE/COUNTY-  TX/HIDALGO
 AE1561  USGS QUAD   -  HIDALGO (1983)
 AE1561
 AE1561                         *CURRENT SURVEY CONTROL
 AE1561  ___________________________________________________________________
 AE1561* NAD 83(1993)-  26 07 17.79276(N)    098 17 26.52111(W)     ADJUSTED  
 AE1561* NAVD 88     -        32.1    (meters)     105.     (feet)  VERTCON   
 AE1561  ___________________________________________________________________
 AE1561  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AE1561  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AE1561
 AE1561  HORZ ORDER  -  FIRST
 AE1561
 AE1561.The horizontal coordinates were established by classical geodetic methods
 AE1561.and adjusted by the National Geodetic Survey in February 1996..
 AE1561
 AE1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1561
 AE1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1561
 AE1561.The geoid height was determined by GEOID03.
 AE1561
 AE1561;                    North         East     Units Scale Factor Converg.
 AE1561;SPC TX S     - 5,050,422.935   320,933.219   MT  1.00001165   +0 05 42.1
 AE1561;SPC TX S     -16,569,595.91  1,052,928.40   sFT  1.00001165   +0 05 42.1
 AE1561;UTM  14      - 2,889,344.652   570,912.930   MT  0.99966209   +0 18 44.3
 AE1561
 AE1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1561!SPC TX S     -   0.99999870  x   1.00001165  =   1.00001035
 AE1561!UTM  14      -   0.99999870  x   0.99966209  =   0.99966079
 AE1561
 AE1561|---------------------------------------------------------------------|
 AE1561| PID    Reference Object                     Distance      Geod. Az  |
 AE1561|                                                           dddmmss.s |
 AE1561| CV3582 WILSON RM 1                          14.956 METERS 02055     |
 AE1561| CV3583 WILSON RP ESE                        50.740 METERS 12122     |
 AE1561| AE1567 GLICK                               APPROX. 1.5 KM 2362454.2 |
 AE1561|---------------------------------------------------------------------|
 AE1561
 AE1561                          SUPERSEDED SURVEY CONTROL
 AE1561
 AE1561  NAD 83(1986)-  26 07 17.79854(N)    098 17 26.48581(W) AD(       ) 1
 AE1561  NAD 27      -  26 07 16.52082(N)    098 17 25.43356(W) AD(       ) 1
 AE1561  NGVD 29 (07/19/86)   32.2    (m)          106.     (f) VERT ANG       
 AE1561
 AE1561.Superseded values are not recommended for survey control.
 AE1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1561.See file dsdata.txt to determine how the superseded data were derived.
 AE1561
 AE1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7091389345(NAD 83)
 AE1561_MARKER: DS = TRIANGULATION STATION DISK
 AE1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1561
 AE1561  HISTORY     - Date     Condition        Report By
 AE1561  HISTORY     - 1974     MONUMENTED       NGS
 AE1561
 AE1561                          STATION DESCRIPTION
 AE1561
 AE1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1561'THE STATION IS ABOUT 6 MILES SOUTH AND 2-1/2 MILES EAST OF MISSION,
 AE1561'6 MILES SOUTH AND 3-1/2 MILES WEST OF MCALLEN, 2 MILES WEST AND 3/4
 AE1561'MILE NORTH OF HIDALGO AND ABOUT 0.05 MILE NORTH OF THE RIO GRAND
 AE1561'RIVER, ON PROPERTY OWNED BY THE HERNANDEZ BROTHERS.
 AE1561'
 AE1561'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND SPUR
 AE1561'ROAD 115 IN MCALLEN, GO SOUTH ON ROAD 115 FOR 4.45 MILES TO A
 AE1561'GRAVELED SIDE ROAD RIGHT AND A SIGN ON THE LEFT MCALLEN CITY
 AE1561'LIMITS.  TURN RIGHT AND GO WEST ON GRAVELED ROAD, CROSSING A
 AE1561'RAILROAD TRACK FOR 0.8 MILE TO A SIDE ROAD LEFT LEADING TO FARM
 AE1561'BUILDINGS.  CONTINUE WEST ON GRADED ROAD FOR 0.75 MILE TO A
 AE1561'T-ROAD JUNCTION.  TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 0.05 MILE
 AE1561'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE WEST ON GRADED ROAD
 AE1561'FOR 0.65 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST
 AE1561'ON GRADED ROAD FOR 0.35 MILE TO AN IRRIGATION PUMP.  TURN RIGHT
 AE1561'AND GO NORTHWEST FOR 0.05 MILE TO A GATE ON THE LEFT.  TURN
 AE1561'LEFT, PASSING THROUGH GATE AND GO WEST ON TRACK ROAD FOR 0.1 MILE
 AE1561'TO THE STATION ON THE LEFT.
 AE1561'
 AE1561'STATION MARKS ARE STANDARD DISKS, STAMPED WILSON 1974.  THE SURFACE
 AE1561'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1561'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 12.0 FEET
 AE1561'SOUTH-SOUTHEAST OF THE CENTER OF A TRACK ROAD.  THE UNDERGROUND
 AE1561'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 AE1561'GROUND SURFACE.
 AE1561'
 AE1561'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILSON NO 1 1974, SET IN
 AE1561'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AE1561'INCHES ABOVE THE GROUND.  IT IS 15.0 FEET NORTH-NORTHWEST OF THE
 AE1561'CENTER OF THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE
 AE1561'STATION.
 AE1561'
 AE1561'REFERENCE POINT ESE IS AN IRON ROD SET IN THE TOP OF A 16-INCH SQUARE
 AE1561'CONCRETE MONUMENT, THAT PROJECTS 2-1/2 FEET ABOVE THE GROUND.  IT IS
 AE1561'NOT STAMPED OR IDENTIFIED.  IT IS 10.0 FEET NORTH OF A FENCE.
 AE1561'
 AE1561'THERE WAS NO SUITABLE LOCATION FOR A REFERENCE MARK 3.
 AE1561'
 AE1561'NEAREST TOWN--HIDALGO.
 AE1561'
 AE1561'HEIGHT OF LIGHT ABOVE STATION MARK 6.26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1212 ***********************************************************************
 DM1212  DESIGNATION -  WILSON
 DM1212  PID         -  DM1212
 DM1212  STATE/COUNTY-  TX/CASS
 DM1212  USGS QUAD   -  WRIGHT PATMAN LAKE (1975)
 DM1212
 DM1212                         *CURRENT SURVEY CONTROL
 DM1212  ___________________________________________________________________
 DM1212* NAD 83(1993)-  33 17 54.73732(N)    094 09 19.20689(W)     ADJUSTED  
 DM1212* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 DM1212  ___________________________________________________________________
 DM1212  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DM1212  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DM1212
 DM1212  HORZ ORDER  -  THIRD
 DM1212
 DM1212.The horizontal coordinates were established by classical geodetic methods
 DM1212.and adjusted by the National Geodetic Survey in September 1999..
 DM1212
 DM1212.The orthometric height was scaled from a topographic map.
 DM1212
 DM1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1212
 DM1212.The geoid height was determined by GEOID03.
 DM1212
 DM1212;                    North         East     Units Scale Factor Converg.
 DM1212;SPC TXNC     - 2,189,324.056 1,004,486.863   MT  0.99988187   +2 22 10.4
 DM1212;SPC TXNC     - 7,182,807.34  3,295,553.98   sFT  0.99988187   +2 22 10.4
 DM1212;SPC AR S     -   472,196.672   199,272.836   MT  1.00000032   -1 12 22.8
 DM1212;SPC AR S     - 1,549,198.58    653,780.96   sFT  1.00000032   -1 12 22.8
 DM1212;UTM  15      - 3,684,979.139   392,435.412   MT  0.99974265   -0 38 03.6
 DM1212
 DM1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1212!SPC TXNC     -   0.99998961  x   0.99988187  =   0.99987148
 DM1212!SPC AR S     -   0.99998961  x   1.00000032  =   0.99998993
 DM1212!UTM  15      -   0.99998961  x   0.99974265  =   0.99973226
 DM1212
 DM1212|---------------------------------------------------------------------|
 DM1212| PID    Reference Object                     Distance      Geod. Az  |
 DM1212|                                                           dddmmss.s |
 DM1212| CX7415 WILSON RM 1                          14.026 METERS 12232     |
 DM1212| CX7414 WILSON AZ MK                                       1405544.7 |
 DM1212| CX7416 WILSON RM 2                          14.482 METERS 16334     |
 DM1212|---------------------------------------------------------------------|
 DM1212
 DM1212                          SUPERSEDED SURVEY CONTROL
 DM1212
 DM1212  NAD 83(1993)-  33 17 54.74000(N)    094 09 19.20498(W) AD(       ) 3
 DM1212  NAD 83(1993)-  33 17 54.74107(N)    094 09 19.19995(W) AD(       ) 3
 DM1212  NAD 83(1986)-  33 17 54.74320(N)    094 09 19.19488(W) AD(       ) 3
 DM1212  NAD 27      -  33 17 54.28700(N)    094 09 18.51000(W) AD(       ) 3
 DM1212
 DM1212.Superseded values are not recommended for survey control.
 DM1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1212.See file dsdata.txt to determine how the superseded data were derived.
 DM1212
 DM1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9243584979(NAD 83)
 DM1212_MARKER: DS = TRIANGULATION STATION DISK
 DM1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1212
 DM1212  HISTORY     - Date     Condition        Report By
 DM1212  HISTORY     - 1951     MONUMENTED       CGS
 DM1212  HISTORY     - 1956     POOR             CGS
 DM1212
 DM1212                          STATION DESCRIPTION
 DM1212
 DM1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (FRG)
 DM1212'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF TEXARKANA,
 DM1212'1/2 MILE SOUTH OF THE SULPHUR RIVER AND NEAR THE SOUTH END
 DM1212'OF THE PROPOSED DAM SITE.  IT IS 90 FEET NORTHEAST OF THE
 DM1212'NORTHEAST CORNER OF A TIN BUILDING, 82 FEET WEST OF THE
 DM1212'CENTERLINE OF A PAVED ROAD AND 25 FEET NORTHEAST OF A COTTONWOOD
 DM1212'TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DM1212'WILSON 1951.
 DM1212'
 DM1212'REFERENCE MARK NO. 1 IS 66 FEET WEST OF THE CENTERLINE OF
 DM1212'THE ROAD AND 18 FEET WEST-NORTHWEST OF A RIGHT-OF-WAY POST.
 DM1212'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WILSON
 DM1212'NO 1 1951.
 DM1212'
 DM1212'REFERENCE MARK NO. 2 IS 61 FEET WEST OF THE CENTERLINE OF
 DM1212'THE ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 DM1212'AND THE DISK IS STAMPED WILSON NO 2 1951.
 DM1212'
 DM1212'AZIMUTH MARK IS 41 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 DM1212'59, 6 FEET NORTHEAST OF A LARGE PINE TREE AND 3 FEET SOUTH
 DM1212'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 DM1212'STAMPED WILSON 1951.
 DM1212'
 DM1212'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FARM ROAD
 DM1212'989 IN THE VILLAGE OF NASH, GO SOUTH ON FARM ROAD 989 FOR
 DM1212'2.0 MILES TO U.S. HIGHWAY 67 CROSS HIGHWAY 67 AND CONTINUE
 DM1212'ON ROAD 989 2.0 MILES TO U.S. HIGHWAY 59, TURN RIGHT ON
 DM1212'HIGHWAY 59 FOR 6.55 MILES TO THE SULPHUR RIVER BRIDGE, CONTINUE
 DM1212'0.65 MILE TO TOP OF RISE AND THE AZIMUTH MARK ON THE LEFT
 DM1212'BY LARGE PINE TREE.  HERE TURN SHARP RIGHT ON OLD PAVED ROAD
 DM1212'0.3 MILE TO TOP OF HILL AND THE STATION ON THE LEFT.
 DM1212'
 DM1212'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DM1212
 DM1212                          STATION RECOVERY (1956)
 DM1212
 DM1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1212'STATION WAS RECOVERED IN POOR CONDITION.  IT HAS BEEN PUSHED
 DM1212'OVER AND IS HALFWAY OUT OF THE GROUND BUT IS IN PLACE ACCORDING
 DM1212'TO REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WHICH
 DM1212'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1212'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2972 ***********************************************************************
 CS2972  DESIGNATION -  WILSON
 CS2972  PID         -  CS2972
 CS2972  STATE/COUNTY-  TX/TARRANT
 CS2972  USGS QUAD   -  PRIMROSE (1976)
 CS2972
 CS2972                         *CURRENT SURVEY CONTROL
 CS2972  ___________________________________________________________________
 CS2972* NAD 83(1993)-  32 34 47.84716(N)    097 24 07.29544(W)     ADJUSTED  
 CS2972* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 CS2972  ___________________________________________________________________
 CS2972  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 CS2972  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS2972
 CS2972  HORZ ORDER  -  FIRST
 CS2972
 CS2972.The horizontal coordinates were established by classical geodetic methods
 CS2972.and adjusted by the National Geodetic Survey in February 1996..
 CS2972
 CS2972.The orthometric height was scaled from a topographic map.
 CS2972
 CS2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2972
 CS2972.The geoid height was determined by GEOID03.
 CS2972
 CS2972;                    North         East     Units Scale Factor Converg.
 CS2972;SPC TXNC     - 2,101,813.915   703,081.055   MT  0.99990628   +0 35 55.8
 CS2972;SPC TXNC     - 6,895,701.15  2,306,691.76   sFT  0.99990628   +0 35 55.8
 CS2972;UTM  14      - 3,605,849.001   649,987.569   MT  0.99987741   +0 51 38.3
 CS2972
 CS2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2972!SPC TXNC     -   0.99996149  x   0.99990628  =   0.99986778
 CS2972!UTM  14      -   0.99996149  x   0.99987741  =   0.99983891
 CS2972
 CS2972:                Primary Azimuth Mark                     Grid Az
 CS2972:SPC TXNC     -  WILSON AZ MK                             084 16 18.2
 CS2972:UTM  14      -  WILSON AZ MK                             084 00 35.7
 CS2972
 CS2972|---------------------------------------------------------------------|
 CS2972| PID    Reference Object                     Distance      Geod. Az  |
 CS2972|                                                           dddmmss.s |
 CS2972| CY3138 WILSON AZ MK                                       0845214.0 |
 CS2972| CY3139 WILSON RM 1                                        09042     |
 CS2972| CY3140 WILSON RM 2                                        19604     |
 CS2972|---------------------------------------------------------------------|
 CS2972
 CS2972                          SUPERSEDED SURVEY CONTROL
 CS2972
 CS2972  NAD 83(1986)-  32 34 47.85193(N)    097 24 07.27704(W) AD(       ) 1
 CS2972  NAD 27      -  32 34 47.36200(N)    097 24 06.21400(W) AD(       ) 1
 CS2972
 CS2972.Superseded values are not recommended for survey control.
 CS2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2972.See file dsdata.txt to determine how the superseded data were derived.
 CS2972
 CS2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4998805849(NAD 83)
 CS2972_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CS2972_SETTING: 0 = UNSPECIFIED SETTING
 CS2972
 CS2972  HISTORY     - Date     Condition        Report By
 CS2972  HISTORY     - 1946     MONUMENTED       CGS
 CS2972
 CS2972                          STATION DESCRIPTION
 CS2972
 CS2972'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS2972'STATION IS LOCATED ABOUT 2.7 MILES W OF THE SMALL VILLAGE OF
 CS2972'CROWLEY AND ON LAND OWNED BY L.L. DANIELS OF FORT WORTH.  IT IS
 CS2972'LOCATED ON THE SUMMIT OF A BARE HILL, ABOUT 200 YARDS SW OF
 CS2972'THE WILSON FARMHOUSE, AND 6 FEET W OF A WHITE WOODEN WITNESS
 CS2972'POST.
 CS2972'
 CS2972'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CS2972'THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED WILSON
 CS2972'1946, AND MARK PROJECTS 3 INCHES.
 CS2972'
 CS2972'REFERENCE MARK 1 IS 117.98 FEET E OF THE STATION.  IT IS ON THE
 CS2972'E SLOPE OF THE HILL AND ABOUT 4 FEET LOWER IN ELEVATION THAN
 CS2972'THE STATION MARK.  IT IS A BRONZE REFERENCE DISK, STAMPED WILSON
 CS2972'NO 1 1946, AND SET IN THE TOP OF A CONCRETE POST.  MARK PROJECTS
 CS2972'2 INCHES.
 CS2972'
 CS2972'REFERENCE MARK 2 IS 111.61 FEET S OF THE STATION.  IT IS ON
 CS2972'THE S SLOPE OF THE HILL AND ABOUT 2 FEET LOWER IN ELEVATION THAN
 CS2972'THE STATION MARK.  IT IS A BRONZE REFERENCE DISK, STAMPED
 CS2972'WILSON NO 2 1946, AND SET IN THE TOP OF A CONCRETE POST.  MARK
 CS2972'PROJECTS 2 INCHES.
 CS2972'
 CS2972'AZIMUTH MARK IS 1.2 MILES E OF THE STATION, 23 FEET S OF THE
 CS2972'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 4 FEET W OF A WHITE
 CS2972'WOODEN WITNESS POST, AND 1 FOOT S OF AN E-W FENCE LINE.  IT IS
 CS2972'A BRONZE AZIMUTH DISK, STAMPED WILSON 1946, AND IS SET IN THE TOP
 CS2972'OF A CONCRETE POST.  MARK PROJECTS 2 INCHES.
 CS2972'
 CS2972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CS2972'AND 81, IN FORT WORTH, GO S ON U.S. HIGHWAY 81 FOR 12.2 MILES
 CS2972'TO THE END OF AUTO SPEEDOMETER TESTING END AND A T-ROAD RIGHT.
 CS2972'TURN RIGHT AND GO W TO THE SMALL VILLAGE OF CROWLEY, CONTINUE
 CS2972'ON W FROM RAILROAD CROSSING FOR 1.4 MILES TO THE AZIMUTH MARK
 CS2972'ON THE LEFT AS DESCRIBED.  CONTINUE ON W FOR 1.2 MILES TO THE
 CS2972'S.B.  WILSON FARMHOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 CS2972'
 CS2972'NOTE--STATION AND REFERENCE MARKS DESTROYED AT INSISTANCE OF
 CS2972'MR. DANIELS.  REPLACED BY DICKESON.
 CS2972'
 CS2972'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1730 ***********************************************************************
 FL1730  DESIGNATION -  WILSON
 FL1730  PID         -  FL1730
 FL1730  STATE/COUNTY-  TX/ARMSTRONG
 FL1730  USGS QUAD   -  CLAUDE SW (1983)
 FL1730
 FL1730                         *CURRENT SURVEY CONTROL
 FL1730  ___________________________________________________________________
 FL1730* NAD 83(1993)-  35 03 30.97638(N)    101 25 18.96232(W)     ADJUSTED  
 FL1730* NAVD 88     -      1047.9    (meters)    3438.     (feet)  VERTCON   
 FL1730  ___________________________________________________________________
 FL1730  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 FL1730  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1730
 FL1730  HORZ ORDER  -  FIRST
 FL1730
 FL1730.The horizontal coordinates were established by classical geodetic methods
 FL1730.and adjusted by the National Geodetic Survey in February 1996..
 FL1730
 FL1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1730
 FL1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1730
 FL1730.The geoid height was determined by GEOID03.
 FL1730
 FL1730;                    North         East     Units Scale Factor Converg.
 FL1730;SPC TX N     - 1,117,441.112   207,120.923   MT  0.99993042   +0 02 42.9
 FL1730;SPC TX N     - 3,666,138.05    679,529.23   sFT  0.99993042   +0 02 42.9
 FL1730;UTM  14      - 3,882,224.526   279,129.648   MT  1.00020127   -1 23 30.3
 FL1730
 FL1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1730!SPC TX N     -   0.99983970  x   0.99993042  =   0.99977013
 FL1730!UTM  14      -   0.99983970  x   1.00020127  =   1.00004094
 FL1730
 FL1730:                Primary Azimuth Mark                     Grid Az
 FL1730:SPC TX N     -  CLAUDE GRAIN ELEVATOR                    043 02 23.2
 FL1730:UTM  14      -  CLAUDE GRAIN ELEVATOR                    044 28 36.4
 FL1730
 FL1730|---------------------------------------------------------------------|
 FL1730| PID    Reference Object                     Distance      Geod. Az  |
 FL1730|                                                           dddmmss.s |
 FL1730| FL1727 CLAUDE GRAIN ELEVATOR               APPROX. 8.2 KM 0430506.1 |
 FL1730| FL1728 CLAUDE MUNICIPAL TANK               APPROX. 8.3 KM 0440457.8 |
 FL1730| FL1725 CLAUDE COURTHOUSE                   APPROX. 8.0 KM 0453658.8 |
 FL1730| FL1724 CLAUDE ME CHURCH SPIRE              APPROX. 7.7 KM 0455237.6 |
 FL1730| CJ9314 WILSON AZ MK                                       0714356.6 |
 FL1730| CJ9316 WILSON RM 2                          75.910 METERS 19250     |
 FL1730| CJ9315 WILSON RM 1                          22.223 METERS 26728     |
 FL1730|---------------------------------------------------------------------|
 FL1730
 FL1730                          SUPERSEDED SURVEY CONTROL
 FL1730
 FL1730  NAD 83(1993)-  35 03 30.98144(N)    101 25 18.95825(W) AD(       ) 1
 FL1730  NAD 83(1986)-  35 03 30.98281(N)    101 25 18.95380(W) AD(       ) 1
 FL1730  NAD 27      -  35 03 30.80000(N)    101 25 17.34700(W) AD(       ) 1
 FL1730  NGVD 29 (07/19/86) 1047.4    (m)         3436.     (f) VERT ANG       
 FL1730
 FL1730.Superseded values are not recommended for survey control.
 FL1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1730.See file dsdata.txt to determine how the superseded data were derived.
 FL1730
 FL1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7913082225(NAD 83)
 FL1730_MARKER: DS = TRIANGULATION STATION DISK
 FL1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1730
 FL1730  HISTORY     - Date     Condition        Report By
 FL1730  HISTORY     - 1921     MONUMENTED       CGS
 FL1730  HISTORY     - 1938     GOOD             TXHD
 FL1730  HISTORY     - 1958     POOR             CGS
 FL1730  HISTORY     - 1964     GOOD             CGS
 FL1730
 FL1730                          STATION DESCRIPTION
 FL1730
 FL1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1730'STATION IS ABOUT 3-1/2 MILES S AND 3 MILES W OF THE COURTHOUSE
 FL1730'AT CLAUDE, A TOWN ON THE FORT WORTH AND DENVER CITY RAILWAY,
 FL1730'ON LAND BELONGING TO W.E. SMOTHERLAND, WHO LIVES IN CLAUDE, ABOUT
 FL1730'0.4 MILE W OF SMOTHERLANDS TENANT HOUSE AND WINDMILL, IN A
 FL1730'PASTURE, 75 METERS.  (246 FEET) N OF THE E-W FENCE AND 23
 FL1730'METERS (75 FEET) E OF N-S FENCE, 1-1/2 MILES W OF THE
 FL1730'CLAUDE-HUGHLETT HIGHWAY.
 FL1730'
 FL1730'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FL1730'DISKS SET IN CONCRETE.
 FL1730'
 FL1730'REFERENCE MARK NO. 1 IS 22.37 METERS (73.4 FEET) FROM THE
 FL1730'STATION, S 87 DEG 12 MIN W.
 FL1730'
 FL1730'REFERENCE MARK NO. 2 IS 75.88 METERS (248.9 FEET) FROM THE
 FL1730'STATION, S 12 DEG 12 MIN W.
 FL1730
 FL1730                          STATION RECOVERY (1938)
 FL1730
 FL1730'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FL1730'STATION MARK RECOVERED, APPARENTLY IN GOOD CONDITION ALTHOUGH
 FL1730'IT HAS BEEN CONSIDERABLY CHIPPED BY CULTIVATION.
 FL1730'
 FL1730'REFERENCE MARK NO. 2 SAID TO BE IN PLACE BUT COVERED WITH SNOW
 FL1730'AND SOIL.
 FL1730'
 FL1730'REFERENCE MARK NO. 1 NOT RECOVERED, THOUGHT TO HAVE BEEN
 FL1730'DESTROYED.
 FL1730'
 FL1730'ORIGINAL DESCRIPTION GENERALLY GOOD.  TO REACH FROM INTERSECTION
 FL1730'OF SECTION LINE ROADS IN SW PART OF CLAUDE, GO W 2 MILES, S
 FL1730'2 MILES, W 2 MILES, S 1 MILE, E 0.7 MILE, AND STATION WILL
 FL1730'BE APPROXIMATELY 0.10 MILE TO RIGHT (S) IN A WHEATFIELD.
 FL1730
 FL1730                          STATION RECOVERY (1958)
 FL1730
 FL1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FL1730'THE STATION MARK WAS RECOVERED AND FOUND IN A POOR CONDITION.
 FL1730'THE CONCRETE HAD MANY MARKS AND THE DISK WAS BENT SHOWING THAT
 FL1730'IT HAD BEEN HIT REPEATEDLY BY FARM MACHINERY.  TO PRESERVE
 FL1730'THE STATIONS VALUE IT SHOULD RECEIVE PROMPT ATTENTION.  THE
 FL1730'REFERENCE MARKS WERE NOT SEARCHED FOR.  THE ORIGINAL DESCRIPTION
 FL1730'TO REACH HAS SEVERAL ERRORS.  THE LAND IS NOW OWNED BY MRS. W.F.
 FL1730'SMOTHERLAND.
 FL1730'
 FL1730'TO REACH THE STATION FROM WEST SIDE OF THE SQUARE IN CLAUDE GO
 FL1730'SOUTH ON FARM ROAD 284 FOR 0.35 MILE TO THE JUNCTION WITH FARM
 FL1730'ROAD 1151, TURN RIGHT AND GO WEST ON FARM ROAD 1151 FOR 4.0
 FL1730'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRADED ROAD
 FL1730'FOR 3.0 MILES TO A T ROAD LEFT.  TURN LEFT, EAST, AND GO 0.7
 FL1730'MILE.  FROM HERE THE STATION IS TO THE SOUTH IN THE HIGH PART
 FL1730'OF THE CULTIVATED FIELD.  THE STATION MARK IS 310 YARDS EAST
 FL1730'OF A NORTH-SOUTH FENCE LINE AND 182 YARDS SOUTH OF THE CENTER
 FL1730'OF THE GRADED DIRT ROAD.  IT IS FLUSH WITH THE SURFACE OF THE
 FL1730'GROUND.
 FL1730
 FL1730                          STATION RECOVERY (1964)
 FL1730
 FL1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 FL1730'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE SURFACE
 FL1730'STATION MARK WAS RESET AND REFERENCE MARK 1 WAS RE-INFORCED.  AN
 FL1730'AZIMUTH MARK WAS ESTABLISHED.
 FL1730'
 FL1730'FOLLOWING IS A NEW DESCRIPTION--
 FL1730'
 FL1730'THE STATION IS LOCATED IN A FIELD, ABOUT 5-1/2 MILES SOUTHWEST OF
 FL1730'CLAUDE, ON THE HIGHEST GROUND IN THE IMMEDIATE VICINITY.
 FL1730'
 FL1730'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 287 AND FARM
 FL1730'ROAD 284 IN CLAUDE, GO SOUTH ON FARM ROAD 284 FOR 0.45 TO JUNCTION
 FL1730'WITH FARM ROAD 1151.  TURN RIGHT AND GO WESTERLY ON FARM ROAD 1151
 FL1730'FOR 4.25 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTHERLY FOR 2.0
 FL1730'MILES TO A CROSSROAD.  CONTINUE SOUTHERLY FOR 1.0 MILE TO A SIDE
 FL1730'ROAD LEFT.  TURN LEFT AND GO EASTERLY ON A BLADED ROAD FOR 1.0 MILE
 FL1730'TO THE END OF THE BLADED ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 FL1730'TURN RIGHT, INTO A FIELD AND GO SOUTHERLY ON A TRACK ROAD FOR 0.1
 FL1730'MILE TO A WINDMILL ON THE LEFT, TURN RIGHT AND FOLLOW THE TRACK
 FL1730'ROAD WESTERLY FOR 0.3 MILE TO THE STATION.
 FL1730'
 FL1730'THE STATION MARK IS A STANDARD DISK, STAMPED WILSON 1921 1964, SET
 FL1730'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 FL1730'INCHES.  IT IS ABOUT 300 YARDS SOUTH OF THE BLADED ROAD AND 2.4
 FL1730'FEET SOUTH OF A METAL WITNESS POST.
 FL1730'
 FL1730'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILSON NO 1 1921, SET
 FL1730'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS 4 INCHES
 FL1730'UNDER THE GROUND SURFACE.  IT IS 1.5 FEET NORTH OF A 2 INCH X 4
 FL1730'INCHES POST.
 FL1730'
 FL1730'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WILSON NO 2 1921, SET
 FL1730'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS 8 INCHES UNDER
 FL1730'THE GROUND SURFACE.  IT IS 1.5 FEET SOUTHEAST OF A 2 INCHES X 4
 FL1730'INCHES POST.
 FL1730'
 FL1730'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WILSON 1921 1964, SET
 FL1730'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 FL1730'INCHES.  IT IS 52.3 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD,
 FL1730'35.9 FEET WEST OF A WEST GATEPOST, 26.3 FEET SOUTH OF THE
 FL1730'CENTERLINE OF THE BLADED ROAD, 2.2 FEET WEST OF A METAL WITNESS
 FL1730'POST AND 1.0 FOOT SOUTH OF A FENCELINE.
 FL1730'
 FL1730'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0529 ***********************************************************************
 BO0529  DESIGNATION -  WILSON
 BO0529  PID         -  BO0529
 BO0529  STATE/COUNTY-  TX/VAL VERDE
 BO0529  USGS QUAD   -  JUNO (1970)
 BO0529
 BO0529                         *CURRENT SURVEY CONTROL
 BO0529  ___________________________________________________________________
 BO0529* NAD 83(1993)-  30 11 49.10985(N)    101 04 22.35132(W)     ADJUSTED  
 BO0529* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 BO0529  ___________________________________________________________________
 BO0529  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 BO0529  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BO0529
 BO0529  HORZ ORDER  -  SECOND
 BO0529
 BO0529.The horizontal coordinates were established by classical geodetic methods
 BO0529.and adjusted by the National Geodetic Survey in February 1996..
 BO0529
 BO0529.The orthometric height was scaled from a topographic map.
 BO0529
 BO0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0529
 BO0529.The geoid height was determined by GEOID03.
 BO0529
 BO0529;                    North         East     Units Scale Factor Converg.
 BO0529;SPC TXSC     - 4,263,732.333   400,407.331   MT  0.99997620   -1 00 55.9
 BO0529;SPC TXSC     -13,988,595.16  1,313,669.72   sFT  0.99997620   -1 00 55.9
 BO0529;UTM  14      - 3,342,428.189   300,450.307   MT  1.00009129   -1 02 34.6
 BO0529
 BO0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0529!SPC TXSC     -   0.99990363  x   0.99997620  =   0.99987983
 BO0529!UTM  14      -   0.99990363  x   1.00009129  =   0.99999491
 BO0529
 BO0529:                Primary Azimuth Mark                     Grid Az
 BO0529:SPC TXSC     -  WILSON AZ MK                             115 33 32.0
 BO0529:UTM  14      -  WILSON AZ MK                             115 35 10.7
 BO0529
 BO0529|---------------------------------------------------------------------|
 BO0529| PID    Reference Object                     Distance      Geod. Az  |
 BO0529|                                                           dddmmss.s |
 BO0529| CH9944 WILSON AZ MK                                       1143236.1 |
 BO0529| CH9945 WILSON RM 1                           5.655 METERS 13348     |
 BO0529| CH9946 WILSON RM 2                          10.380 METERS 25258     |
 BO0529|---------------------------------------------------------------------|
 BO0529
 BO0529                          SUPERSEDED SURVEY CONTROL
 BO0529
 BO0529  NAD 83(1986)-  30 11 49.10513(N)    101 04 22.34435(W) AD(       ) 2
 BO0529  NAD 27      -  30 11 48.41600(N)    101 04 20.97000(W) AD(       ) 2
 BO0529
 BO0529.Superseded values are not recommended for survey control.
 BO0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0529.See file dsdata.txt to determine how the superseded data were derived.
 BO0529
 BO0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU0045042428(NAD 83)
 BO0529_MARKER: DS = TRIANGULATION STATION DISK
 BO0529_SETTING: 80 = SET IN A BOULDER
 BO0529_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BO0529
 BO0529  HISTORY     - Date     Condition        Report By
 BO0529  HISTORY     - 1943     MONUMENTED       CGS
 BO0529
 BO0529                          STATION DESCRIPTION
 BO0529
 BO0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0529'STATION IS LOCATED ON THE HIGH POINT OF THE BLUFFS DIRECTLY N OF
 BO0529'THE DEVILS RIVER ABOUT 1.2 MILES, 1.0 MILE N OF EARL WILSONS
 BO0529'RANCH AND ABOUT 500 YARDS NW OF A GATE IN A FENCE RUNNING N FROM
 BO0529'THE WILSON RANCH.
 BO0529'
 BO0529'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 BO0529'A BOULDER.  STAMPED WILSON 1943.
 BO0529'
 BO0529'REFERENCE MARK NO. 1, SE OF THE STATION, IS A BRONZE DISK,
 BO0529'SET IN A DRILL HOLE IN A BOULDER.  STAMPED WILSON NO. 1
 BO0529'1943.
 BO0529'
 BO0529'REFERENCE MARK NO. 2, SW OF THE STATION, IS A BRONZE DISK
 BO0529'SET IN A DRILL HOLE IN A BOULDER.  STAMPED WILSON NO. 2
 BO0529'1943.
 BO0529'
 BO0529'THE AZIMUTH MARK, E OF THE STATION, IS A BRONZE DISK
 BO0529'SET IN A DRILL HOLE IN A BOULDER.  STAMPED WILSON 1943.  THE
 BO0529'AZIMUTH IS LOCATED ABOUT 0.2 MILE E OF THE STATION, 100 YARDS N
 BO0529'OF A GATE IN A N-S FENCE LINE AND 12 FEET E OF THE FENCE.
 BO0529'
 BO0529'WITNESS MARK IS A CAIRN.
 BO0529'
 BO0529'REACHED FROM OZONA BY GOING S ON STATE HIGHWAY 163 FOR 42.0 MILES
 BO0529'TO A ROAD FORKS, TURN LEFT, TOWARD SONORA, FOR 1.3 MILES TO
 BO0529'THE WILSON RANCH ON THE N SIDE OF THE HIGHWAY, CONTINUE ON
 BO0529'HIGHWAY 0.7 MILE, TURN LEFT ON BLADED ROAD, NE, FOR 0.5 MILE TO
 BO0529'THE WILSON RANCH BUNK HOUSE, CONTINUE STRAIGHT AHEAD ON ROAD TO
 BO0529'THE RIGHT OF THE WINDMILL AND WATER TANK FOR 0.1 MILE TO A GATE
 BO0529'ON THE N SIDE OF A SMALL CORRAL, HERE FOLLOW TRAIL ALONG THE W
 BO0529'SIDE OF THE FENCE LINE 0.2 MILE, TURN LEFT, W, KEEPING TO THE
 BO0529'LEFT OF THE WASH FOR 0.5 MILE, CROSS WASH TO THE RIGHT HAND
 BO0529'BANK AND GO 0.15 MILE UP THE STEEP ROCKY SLOPE TO THE EDGE OF
 BO0529'THE RIM ROCK AND THE END OF TRUCK TRAVEL.  FROM HERE PACK UP
 BO0529'THE SLOPE 0.3 MILE TO THE TOP OF THE RIDGE AND A N-S SHEEP
 BO0529'TIGHT FENCE.  PACK S ALONG FENCE 0.1 MILE TO THE AZIMUTH
 BO0529'MARK, THEN PACK W 0.3 MILE TO THE HIGH GROUND AND THE STATION.
 BO0529'
 BO0529'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0807 ***********************************************************************
 CV0807  DESIGNATION -  WILSON
 CV0807  PID         -  CV0807
 CV0807  STATE/COUNTY-  TX/ANDREWS
 CV0807  USGS QUAD   -  FRANKEL CITY (1971)
 CV0807
 CV0807                         *CURRENT SURVEY CONTROL
 CV0807  ___________________________________________________________________
 CV0807* NAD 83(1993)-  32 25 56.84974(N)    102 49 55.13126(W)     ADJUSTED  
 CV0807* NAVD 88     -      1035.9    (meters)    3399.     (feet)  VERTCON   
 CV0807  ___________________________________________________________________
 CV0807  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 CV0807  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 CV0807
 CV0807  HORZ ORDER  -  FIRST
 CV0807
 CV0807.The horizontal coordinates were established by classical geodetic methods
 CV0807.and adjusted by the National Geodetic Survey in February 1996..
 CV0807
 CV0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0807
 CV0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0807
 CV0807.The geoid height was determined by GEOID03.
 CV0807
 CV0807;                    North         East     Units Scale Factor Converg.
 CV0807;SPC TXNC     - 2,093,317.697   192,734.195   MT  0.99993059   -2 21 45.5
 CV0807;SPC TXNC     - 6,867,826.48    632,328.77   sFT  0.99993059   -2 21 45.5
 CV0807;UTM  13      - 3,590,440.912   703,834.812   MT  1.00011238   +1 09 47.2
 CV0807
 CV0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0807!SPC TXNC     -   0.99984090  x   0.99993059  =   0.99977150
 CV0807!UTM  13      -   0.99984090  x   1.00011238  =   0.99995326
 CV0807
 CV0807:                Primary Azimuth Mark                     Grid Az
 CV0807:SPC TXNC     -  WILSON AZ MK                             063 03 16.7
 CV0807:UTM  13      -  WILSON AZ MK                             059 31 44.0
 CV0807
 CV0807|---------------------------------------------------------------------|
 CV0807| PID    Reference Object                     Distance      Geod. Az  |
 CV0807|                                                           dddmmss.s |
 CV0807| CH9941 WILSON AZ MK                                       0604131.2 |
 CV0807| CV0810 COTTEN                              APPROX.12.9 KM 1460149.0 |
 CV0807| CV0809 WILSON 2                            135.869 METERS 23432     |
 CV0807| CV0808 WILSON 2 1977 RM 3                  122.933 METERS 24059     |
 CV0807| CH9942 WILSON RM 1                          26.404 METERS 24740     |
 CV0807| CH9943 WILSON RM 2                          16.730 METERS 33644     |
 CV0807|---------------------------------------------------------------------|
 CV0807
 CV0807                          SUPERSEDED SURVEY CONTROL
 CV0807
 CV0807  NAD 83(1993)-  32 25 56.85062(N)    102 49 55.12638(W) AD(       ) 1
 CV0807  NAD 83(1986)-  32 25 56.85073(N)    102 49 55.12491(W) AD(       ) 1
 CV0807  NAD 27      -  32 25 56.47700(N)    102 49 53.47300(W) AD(       ) 1
 CV0807  NGVD 29 (07/19/86) 1035.5    (m)         3397.     (f) VERT ANG       
 CV0807
 CV0807.Superseded values are not recommended for survey control.
 CV0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0807.See file dsdata.txt to determine how the superseded data were derived.
 CV0807
 CV0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR0383590441(NAD 83)
 CV0807_MARKER: DS = TRIANGULATION STATION DISK
 CV0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0807
 CV0807  HISTORY     - Date     Condition        Report By
 CV0807  HISTORY     - 1935     MONUMENTED       CGS
 CV0807  HISTORY     - 1938     GOOD             TXHD
 CV0807  HISTORY     - 1947     GOOD             PHILIP
 CV0807  HISTORY     - 1968     GOOD             USAF
 CV0807  HISTORY     - 1970     GOOD             USGS
 CV0807  HISTORY     - 1977     GOOD             NGS
 CV0807  HISTORY     - 1977     GOOD             LOCSUR
 CV0807
 CV0807                          STATION DESCRIPTION
 CV0807
 CV0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0807'STATION IS ABOUT 18 MILES NW OF ANDREWS AND IS IN SEC. 15, BLOCK
 CV0807'A 32.  THE STATION IS LOCATED ON A HIGH RED SAND HILL, THE
 CV0807'HIGHEST FOR SEVERAL MILES AROUND.  THE STATION IS ABOUT 1/4
 CV0807'MILE S OF THE RANCH OF H.M. WILSON.  THE MARK PROJECTS 6 INCHES.
 CV0807'
 CV0807'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0807'BRONZE DISKS SET IN CONCRETE.
 CV0807'
 CV0807'REFERENCE MARK NO. 1 IS W OF THE STATION AND PROJECTS 9 INCHES.
 CV0807'
 CV0807'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND PROJECTS 9 INCHES.
 CV0807'
 CV0807'THE AZIMUTH MARK IS ABOUT 3/4 MILE NE OF THE STATION.  IT IS
 CV0807'12 FEET S OF THE CENTER OF THE TRAIL AND PROJECTS 1 INCH.
 CV0807'
 CV0807'THE STATION IS REACHED FROM ANDREWS BY GOING W FROM STATE
 CV0807'HIGHWAY 51 ON A GRADED ROAD 5.0 MILES.  TAKE THE RIGHT FORK
 CV0807'ACROSS THE CATTLE GUARD AND DRIVE NORTHWESTERLY 6.8 MILES
 CV0807'TO A CATTLE GUARD.  CROSS THE GUARD AND CONTINUE 0.3 MILE.  LEAVE
 CV0807'THE GRADE AND GO NORTHEASTERLY ON A TRAIL 2.8 MILES TO THE
 CV0807'SHAFTER LAKE SETTLEMENT.  GO W ON A BLADED ROAD 0.2 MILE.
 CV0807'CROSS A CATTLE GUARD.  CROSS THE GUARD AND CONTINUE ON THE MAIN
 CV0807'TRAIL NORTHWESTERLY 2.4 MILES.  LEAVE THE MAIN TRAIL ABOUT 50
 CV0807'YARDS N OF A CATTLE GUARD, PASS THROUGH A GATE, AND GO
 CV0807'WEST-NORTHWESTERLY 2.4 MILES.  PASS UNDER A TELEPHONE LINE
 CV0807'AND CONTINUE 1.7 MILES TO A WIRE GATE.  PASS THROUGH THE
 CV0807'GATE AND CONTINUE 1.0 MILE TO THE RANCH BUILDINGS OF H.M.
 CV0807'WILSON.  DRIVE S ON A TRAIL 0.3 MILE TO THE TOP OF THE HILL
 CV0807'AND THE STATION ON THE E SIDE OF THE TRAIL.  THE STATION
 CV0807'IS 125 FEET E OF THE CENTER OF THE TRAIL.
 CV0807'
 CV0807'A 10-FOOT STAND WAS ERECTED.
 CV0807
 CV0807                          STATION RECOVERY (1938)
 CV0807
 CV0807'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0807'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0807'DESCRIPTION AS GIVEN IN REACHING STATION IS SATISFACTORY.
 CV0807'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CV0807
 CV0807                          STATION RECOVERY (1947)
 CV0807
 CV0807'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0807'STATION, AZIMUTH, AND BOTH REFERENCE MARKS IN PERFECT CONDITION.
 CV0807'STATION MARK IS STAMPED WILSON 1935.
 CV0807
 CV0807                          STATION RECOVERY (1968)
 CV0807
 CV0807'RECOVERY NOTE BY US AIR FORCE 1968
 CV0807'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CV0807'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 CV0807'
 CV0807'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 CV0807'
 CV0807'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18
 CV0807'AND 176 JUST EAST OF EUNICE, NEW MEXICO, GO EAST ON HIGHWAY
 CV0807'176 FOR 19.2 MILES TO A ROAD LEFT.  TURN LEFT (NORTHEAST) ON
 CV0807'STATE HIGHWAY 1967 FOR 0.55 MILE TO CROSSROADS.  TURN LEFT
 CV0807'(NORTH) ON GRAVEL ROAD FOR 4.15 MILES TO ANOTHER CROSSROADS.
 CV0807'CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.2 MILE TO TOP OF
 CV0807'A HILL, AND STATION ON THE RIGHT AT THE HIGHEST POINT OF THE
 CV0807'HILL.
 CV0807
 CV0807                          STATION RECOVERY (1970)
 CV0807
 CV0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JLP)
 CV0807'NEW ROUTE DESCRIPTION--
 CV0807'
 CV0807'TO REACH THE STATION FROM THE POST OFFICE IN FRANKEL CITY.
 CV0807'GO NORTHWEST ON FARM ROAD 181 3.7 MILES TO A T-ROAD SOUTHWEST,
 CV0807'TURN LEFT ON THIS PAVED ROAD, TRAVEL 1.65 MILE TO A HUMBLE
 CV0807'OIL FIELD CAMP ON THE RIGHT.  TURN RIGHT HERE, GO 0.1 MILE,
 CV0807'PASSING TO THE LEFT OF THE OFFICE BUILDING, TO A CATTLEGUARD.
 CV0807'TURN LEFT AFTER CROSSING CATTLEGUARD, DRIVE 0.3 MILE TO AN OIL
 CV0807'WELL, TURN RIGHT HERE FOLLOWING TRACK ROAD FOR 0.05 MILE, AT
 CV0807'THIS POINT TURN LEFT, WEST, AND DRIVE ABOUT 150 FT TO TOP OF
 CV0807'SMALL RIDGE AND STATION SITE.
 CV0807
 CV0807                          STATION RECOVERY (1977)
 CV0807
 CV0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CV0807'THE STATION MARK, REFERENCE MARKS 1 AND 2, WERE RECOVERED AND FOUND
 CV0807'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND ITS
 CV0807'BELIEVED THE MARK HAD BEEN DESTROYED.
 CV0807'
 CV0807'THE DISTANCE TO THE REFERENCE MARKS WAS CHECKED, BUT A DIFFERENCE
 CV0807'WAS FOUND IN THE DIRECTION TO THE MARKS.
 CV0807'
 CV0807'THE STATION MARK AND REFERENCE MARKS 1 AND 2, WILL BE DESTROYED IN
 CV0807'THE FUTURE BY CULTIVATION IN THE AREA.
 CV0807'
 CV0807'STATION WILSON 2 WAS ESTABLISHED OUT OF THE CULTIVATION AREA AND A
 CV0807'TRAVERSE TIE WAS MADE BETWEEN THE TWO STATIONS.
 CV0807'
 CV0807'SEE DESCRIPTION TO WILSON 2 1977.
 CV0807'
 CV0807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FRANKEL CITY NNW
 CV0807'4-1/2 MILES.
 CV0807
 CV0807                          STATION RECOVERY (1977)
 CV0807
 CV0807'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (JNN)
 CV0807'WILSON - 1935 RECOVERED GOOD-
 CV0807'
 CV0807'NOTE--THIS STATION IS IN IMMEDIATE DANGER OF BEING DESTROYED.  LAND
 CV0807'IS BEING PUT IN CULTIVATION.
 CV0807'
 CV0807'PLEASE MOVE MARK TO NEW LOCATION IMMEDIATELY.
 CV0807'
 CV0807'DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES NW FROM ANDREWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1499 ***********************************************************************
 DN1499  DESIGNATION -  WILSON
 DN1499  PID         -  DN1499
 DN1499  STATE/COUNTY-  TX/GRAYSON
 DN1499  USGS QUAD   -  GUNTER (1974)
 DN1499
 DN1499                         *CURRENT SURVEY CONTROL
 DN1499  ___________________________________________________________________
 DN1499* NAD 83(1993)-  33 28 26.79898(N)    096 37 31.28155(W)     ADJUSTED  
 DN1499* NAVD 88     -       255.2    (meters)     837.     (feet)  VERTCON   
 DN1499  ___________________________________________________________________
 DN1499  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DN1499  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN1499
 DN1499  HORZ ORDER  -  THIRD
 DN1499
 DN1499.The horizontal coordinates were established by classical geodetic methods
 DN1499.and adjusted by the National Geodetic Survey in February 1996..
 DN1499
 DN1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1499
 DN1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1499
 DN1499.The geoid height was determined by GEOID03.
 DN1499
 DN1499;                    North         East     Units Scale Factor Converg.
 DN1499;SPC TXNC     - 2,201,984.135   774,221.807   MT  0.99989972   +1 01 20.7
 DN1499;SPC TXNC     - 7,224,342.95  2,540,092.71   sFT  0.99989972   +1 01 20.7
 DN1499;UTM  14      - 3,706,371.895   720,660.267   MT  1.00020033   +1 18 37.0
 DN1499
 DN1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1499!SPC TXNC     -   0.99996395  x   0.99989972  =   0.99986367
 DN1499!UTM  14      -   0.99996395  x   1.00020033  =   1.00016427
 DN1499
 DN1499                          SUPERSEDED SURVEY CONTROL
 DN1499
 DN1499  NAD 83(1993)-  33 28 26.80091(N)    096 37 31.27749(W) AD(       ) 3
 DN1499  NAD 83(1986)-  33 28 26.80515(N)    096 37 31.27130(W) AD(       ) 3
 DN1499  NGVD 29 (07/26/91)  255.2    (m)          837.     (f) VERT ANG       
 DN1499
 DN1499.Superseded values are not recommended for survey control.
 DN1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1499.See file dsdata.txt to determine how the superseded data were derived.
 DN1499
 DN1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2066006372(NAD 83)
 DN1499_MARKER: DS = TRIANGULATION STATION DISK
 DN1499_SETTING: 0 = UNSPECIFIED SETTING
 DN1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1499
 DN1499  HISTORY     - Date     Condition        Report By
 DN1499  HISTORY     - 1959     MONUMENTED       USGS
 DN1499  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN1499
 DN1499                          STATION DESCRIPTION
 DN1499
 DN1499'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DN1499'STATION IS IN GRAYSON COUNTY, TEXAS, ABOUT 4.5 MI. N. OF VAN ALSTYNE,
 DN1499'2 MI. SSW. OF HOWE, 1.5 MI. W. OF U.S. HIGHWAY 75, AT THE WILSON FARM
 DN1499'HOUSE, AT THE SW. CORNER OF THE YARD, 123 FT. S. OF THE DRIVEWAY, 50
 DN1499'FT. SW. OF THE SW. CORNER OF THE HOUSE, 2.5 FT. N. OF AN E-W. FENCE.
 DN1499'
 DN1499'TO REACH THE STATION FROM VAN ALSTYNE AT THE JUNCTION OF U.S. HIGHWAY
 DN1499'75 AND FARM ROAD 121, GO N. ON U.S. HIGHWAY 75 FOR 3.2 MI. TO A
 DN1499'CROSSROAD, TURN LEFT AND GO W. ON A DIRT RD. FOR 1.8 MI. TO A
 DN1499'T-JUNCTION, TURN RIGHT AND GO N. FOR 0.7 MI. TO A DRIVEWAY TO FARM
 DN1499'HOUSE, TURN RIGHT AND GO E. FOR 0.1 MI. TO FARM HOUSE AND STATION.
 DN1499'
 DN1499'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.2
 DN1499'FT. AND STAMPED---WILSON - ET 1959---.
 DN1499
 DN1499                          STATION RECOVERY (1999)
 DN1499
 DN1499'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1830 ***********************************************************************
 FL1830  DESIGNATION -  WILSON 2
 FL1830  PID         -  FL1830
 FL1830  STATE/COUNTY-  TX/HUTCHINSON
 FL1830  USGS QUAD   -  CAMP CREEK (1974)
 FL1830
 FL1830                         *CURRENT SURVEY CONTROL
 FL1830  ___________________________________________________________________
 FL1830* NAD 83(1993)-  35 49 45.28877(N)    101 32 56.73988(W)     ADJUSTED  
 FL1830* NAVD 88     -      1013.     (meters)    3323.     (feet)  SCALED    
 FL1830  ___________________________________________________________________
 FL1830  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 FL1830  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 FL1830
 FL1830  HORZ ORDER  -  SECOND
 FL1830
 FL1830.The horizontal coordinates were established by classical geodetic methods
 FL1830.and adjusted by the National Geodetic Survey in February 1996..
 FL1830
 FL1830.The orthometric height was scaled from a topographic map.
 FL1830
 FL1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1830
 FL1830.The geoid height was determined by GEOID03.
 FL1830
 FL1830;                    North         East     Units Scale Factor Converg.
 FL1830;SPC TX N     - 1,202,934.221   195,564.226   MT  0.99993657   -0 01 42.4
 FL1830;SPC TX N     - 3,946,626.69    641,613.63   sFT  0.99993657   -0 01 42.4
 FL1830;UTM  14      - 3,968,009.248   269,737.829   MT  1.00025339   -1 29 34.2
 FL1830
 FL1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1830!SPC TX N     -   0.99984518  x   0.99993657  =   0.99978176
 FL1830!UTM  14      -   0.99984518  x   1.00025339  =   1.00009853
 FL1830
 FL1830|---------------------------------------------------------------------|
 FL1830| PID    Reference Object                     Distance      Geod. Az  |
 FL1830|                                                           dddmmss.s |
 FL1830| FL1831 WILSON                                3.151 METERS 00235     |
 FL1830| CJ9320 WILSON 2 RM 3                        45.750 METERS 00807     |
 FL1830| CJ9318 WILSON RM 1                          17.064 METERS 09118     |
 FL1830| CJ9319 WILSON RM 2                          11.374 METERS 28035     |
 FL1830| CJ9317 WILSON AZ MK                                       2922903.0 |
 FL1830|---------------------------------------------------------------------|
 FL1830
 FL1830                          SUPERSEDED SURVEY CONTROL
 FL1830
 FL1830  NAD 83(1993)-  35 49 45.28878(N)    101 32 56.73873(W) AD(       ) 2
 FL1830  NAD 83(1986)-  35 49 45.29762(N)    101 32 56.72853(W) AD(       ) 2
 FL1830  NAD 27      -  35 49 45.15500(N)    101 32 55.12300(W) AD(       ) 2
 FL1830
 FL1830.Superseded values are not recommended for survey control.
 FL1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1830.See file dsdata.txt to determine how the superseded data were derived.
 FL1830
 FL1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6973868009(NAD 83)
 FL1830_MARKER: DS = TRIANGULATION STATION DISK
 FL1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1830
 FL1830  HISTORY     - Date     Condition        Report By
 FL1830  HISTORY     - 1951     MONUMENTED       CGS
 FL1830
 FL1830                          STATION DESCRIPTION
 FL1830
 FL1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1830'THE STATION IS ABOUT 13 MILES NORTH-NORTHWEST OF BORGER AND
 FL1830'5 MILES WEST OF STINNETT, ON THE SOUTH RIGHT-OF-WAY OF STATE
 FL1830'HIGHWAY 152.
 FL1830'
 FL1830'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 152 AND STATE
 FL1830'HIGHWAY 117 IN STINNETT, GO WEST ON STATE HIGHWAY 152 1.2
 FL1830'MILES TO A REVERSE Y-FORK.  CONTINUE WEST ON STATE HIGHWAY
 FL1830'152 FOR 6.0 MILES TO A SIDE ROAD LEFT AND CATTLE GUARD AT
 FL1830'THE ENTRANCE OF THE HERRING RANCH.  STATION SITE IS ON THE
 FL1830'SOUTH RIGHT-OF-WAY WEST OF CATTLE GUARD.  TO REACH AZIMUTH
 FL1830'FROM STATION GO WEST ON STATE HIGHWAY 152 FOR 0.6 MILE.
 FL1830'
 FL1830'THE STATION MARK IS STAMPED WILSON 2 1951, AND PROJECTS
 FL1830'5 INCHES.  LOCATED 77 FEET SOUTH OF THE CENTER LINE OF THE
 FL1830'HIGHWAY, 7 FEET EAST OF A WHITE WITNESS POST.  AND 1 FOOT
 FL1830'SOUTH OF THE FENCE LINE.  AND 73 FEET WEST OF THE CENTER OF
 FL1830'A CATTLE GUARD.
 FL1830'
 FL1830'REFERENCE MARK NO. 1 IS STAMPED WILSON NO 1 1951, AND IS
 FL1830'SET IN A DRILL HOLE IN THE CONCRETE BASE OF A SIGN POST.
 FL1830'
 FL1830'REFERENCE MARK NO. 2 IS STAMPED WILSON NO 2 1951, AND PROJECTS
 FL1830'4 INCHES.  LOCATED 1 FOOT NORTH OF THE FENCE LINE.
 FL1830'
 FL1830'REFERENCE MARK NO. 3 IS STAMPED WILSON 2 NO 3 1951, AND
 FL1830'PROJECTS 4 INCHES.  LOCATED 1 FOOT SOUTH OF THE NORTH
 FL1830'RIGHT-OF-WAY FENCE LINE AND 38 FEET WEST OF THE CENTER OF A
 FL1830'CATTLE GUARD.
 FL1830'
 FL1830'STATION WILSON 1951, IS A STANDARD DISK SET IN AN IRREGULAR
 FL1830'MASS OF CONCRETE APPROXIMATELY 3 FEET BELOW THE SURFACE AND
 FL1830'1 FOOT EAST OF A PIPE LINE.  IT IS STAMPED WILSON 1951.
 FL1830'
 FL1830'AZIMUTH MARK IS STAMPED WILSON 1951, AND IS SET FLUSH WITH
 FL1830'THE SURFACE.  LOCATED ON THE SOUTH RIGHT-OF-WAY OF STATE
 FL1830'HIGHWAY 152, 74 FEET SOUTH OF THE CENTER LINE.  2 FEET NORTH
 FL1830'OF A FENCE LINE.  AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0809 ***********************************************************************
 CV0809  DESIGNATION -  WILSON 2
 CV0809  PID         -  CV0809
 CV0809  STATE/COUNTY-  TX/ANDREWS
 CV0809  USGS QUAD   -  FRANKEL CITY (1971)
 CV0809
 CV0809                         *CURRENT SURVEY CONTROL
 CV0809  ___________________________________________________________________
 CV0809* NAD 83(1993)-  32 25 54.29046(N)    102 49 59.36711(W)     ADJUSTED  
 CV0809* NAVD 88     -      1033.6    (meters)    3391.     (feet)  VERTCON   
 CV0809  ___________________________________________________________________
 CV0809  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 CV0809  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 CV0809
 CV0809  HORZ ORDER  -  SECOND
 CV0809
 CV0809.The horizontal coordinates were established by classical geodetic methods
 CV0809.and adjusted by the National Geodetic Survey in February 1996..
 CV0809.No horizontal observational check was made to the station.
 CV0809
 CV0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0809
 CV0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0809
 CV0809.The geoid height was determined by GEOID03.
 CV0809
 CV0809;                    North         East     Units Scale Factor Converg.
 CV0809;SPC TXNC     - 2,093,243.496   192,620.388   MT  0.99993073   -2 21 47.8
 CV0809;SPC TXNC     - 6,867,583.04    631,955.39   sFT  0.99993073   -2 21 47.8
 CV0809;UTM  13      - 3,590,359.837   703,725.764   MT  1.00011183   +1 09 44.9
 CV0809
 CV0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0809!SPC TXNC     -   0.99984126  x   0.99993073  =   0.99977200
 CV0809!UTM  13      -   0.99984126  x   1.00011183  =   0.99995307
 CV0809
 CV0809|---------------------------------------------------------------------|
 CV0809| PID    Reference Object                     Distance      Geod. Az  |
 CV0809|                                                           dddmmss.s |
 CV0809| CV0808 WILSON 2 1977 RM 3                   19.454 METERS 00921     |
 CV0809| CV0807 WILSON                              135.869 METERS 05432     |
 CV0809| CH9947 WILSON 2 RM 4                        13.391 METERS 12535     |
 CV0809|---------------------------------------------------------------------|
 CV0809
 CV0809                          SUPERSEDED SURVEY CONTROL
 CV0809
 CV0809  NAD 83(1993)-  32 25 54.29132(N)    102 49 59.36221(W) AD(       ) 2
 CV0809  NAD 83(1986)-  32 25 54.29141(N)    102 49 59.36076(W) AD(       ) 2
 CV0809  NAD 27      -  32 25 53.91781(N)    102 49 57.70888(W) AD(       ) 2
 CV0809  NGVD 29 (07/19/86) 1033.2    (m)         3390.     (f) VERT ANG       
 CV0809
 CV0809.Superseded values are not recommended for survey control.
 CV0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0809.See file dsdata.txt to determine how the superseded data were derived.
 CV0809
 CV0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR0372690360(NAD 83)
 CV0809_MARKER: DS = TRIANGULATION STATION DISK
 CV0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0809_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CV0809
 CV0809  HISTORY     - Date     Condition        Report By
 CV0809  HISTORY     - 1977     MONUMENTED       NGS
 CV0809
 CV0809                          STATION DESCRIPTION
 CV0809
 CV0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CV0809'THE STATION IS LOCATED ABOUT 23 MILES SOUTH-SOUTHWEST OF SEMINOLE,
 CV0809'18-1/2 MILES NORTHWEST OF ANDREWS, 4-1/2 MILES NORTH-NORTHWEST OF
 CV0809'FRANKEL CITY AND 1-1/2 MILES NORTHWEST OF THE EL PASO, NATURAL GAS
 CV0809'CO., FULLERTON PLANT.
 CV0809'
 CV0809'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180, 385 AND
 CV0809'STATE HIGHWAY 181 IN SEMINOLE.  GO SOUTH ON U.S. 385 AND STATE
 CV0809'HIGHWAY 181 FOR 0.5 MILE TO JUNCTION OF STATE HIGHWAY 181 ON THE
 CV0809'RIGHT.  TURN RIGHT AND FOLLOW STATE HIGHWAY 181 WEST AND THEN
 CV0809'SOUTHWESTERLY FOR 22.1 MILES TO WHERE STATE HIGHWAY WILL BEAR
 CV0809'LEFT AND GOES EASTERLY AND A SURFACE ROAD WILL CONTINUE STRAIGHT
 CV0809'AHEAD SOUTHERLY.  KEEP RIGHT OR STRAIGHT AHEAD AND GO
 CV0809'SOUTHERLY ON SURFACE ROAD FOR 3.05 MILES TO STATION ON THE RIGHT.
 CV0809'THIS IS ABOUT 0.2 MILE BEFORE REACHING A SURFACE ROAD ON THE LEFT.
 CV0809'
 CV0809'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 CV0809'POST THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED WILSON 2 1977.  IT
 CV0809'IS 78.5 FEET WEST OF THE CENTER LINE OF SURFACE ROAD, WHICH IS ALSO
 CV0809'MARKED WITH A RAILROAD SPIKE DRIVEN FLUSH WITH THE SURFACE OF THE
 CV0809'ROAD, 28 FEET WEST OF A FENCE LINE, 1.8 FEET NORTH OF A HIGH
 CV0809'LINE POLE, 1-FOOT EAST OF A METAL WITNESS POST AND 1-FOOT SOUTH
 CV0809'OF A METAL WITNESS POST.
 CV0809'
 CV0809'REFERENCE MARK NO. 3 IS A CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT
 CV0809'3-INCHES AND THE ALUMINUM CAP IS STAMPED WILSON 2 NO 3 1977.  IT IS
 CV0809'65 FEET NORTHEAST OF A HIGH LINE POLE, 52 FEET WEST OF THE CENTER
 CV0809'OF SURFACE ROAD AND IS SET UNDER THE FENCE LINE.
 CV0809'
 CV0809'REFERENCE MARK NO. 4 IS A CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT
 CV0809'3-INCHES AND THE ALUMINUM CAP IS STAMPED WILSON 2 NO 4 1977.  IT IS
 CV0809'52 FEET WEST OF THE CENTER LINE OF SURFACE ROAD, 44 FEET SOUTHEAST
 CV0809'OF A HIGH LINE POLE, AND IS SET UNDER THE FENCE LINE.
 CV0809'
 CV0809'NOTICE--A MAGNETIC PLUG WAS PLACED IN THE SUB-SURFACE MARK.
 CV0809'
 CV0809'NEAREST TOWN--FRANKEL CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0808 ***********************************************************************
 CV0808  DESIGNATION -  WILSON 2 1977 RM 3
 CV0808  PID         -  CV0808
 CV0808  STATE/COUNTY-  TX/ANDREWS
 CV0808  USGS QUAD   -  FRANKEL CITY (1971)
 CV0808
 CV0808                         *CURRENT SURVEY CONTROL
 CV0808  ___________________________________________________________________
 CV0808* NAD 83(1993)-  32 25 54.91360(N)    102 49 59.24609(W)     ADJUSTED  
 CV0808* NAVD 88     -      1033.2    (meters)    3390.     (feet)  VERTCON   
 CV0808  ___________________________________________________________________
 CV0808  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 CV0808  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 CV0808
 CV0808  HORZ ORDER  -  THIRD
 CV0808
 CV0808.The horizontal coordinates were established by classical geodetic methods
 CV0808.and adjusted by the National Geodetic Survey in February 1996..
 CV0808.No horizontal observational check was made to the station.
 CV0808
 CV0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0808
 CV0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0808
 CV0808.The geoid height was determined by GEOID03.
 CV0808
 CV0808;                    North         East     Units Scale Factor Converg.
 CV0808;SPC TXNC     - 2,093,262.543   192,624.338   MT  0.99993069   -2 21 47.7
 CV0808;SPC TXNC     - 6,867,645.53    631,968.35   sFT  0.99993069   -2 21 47.7
 CV0808;UTM  13      - 3,590,379.095   703,728.536   MT  1.00011185   +1 09 45.0
 CV0808
 CV0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0808!SPC TXNC     -   0.99984132  x   0.99993069  =   0.99977202
 CV0808!UTM  13      -   0.99984132  x   1.00011185  =   0.99995315
 CV0808
 CV0808                          SUPERSEDED SURVEY CONTROL
 CV0808
 CV0808  NAD 83(1993)-  32 25 54.91447(N)    102 49 59.24120(W) AD(       ) 3
 CV0808  NAD 83(1986)-  32 25 54.91463(N)    102 49 59.23971(W) AD(       ) 3
 CV0808  NAD 27      -  32 25 54.54099(N)    102 49 57.58783(W) AD(       ) 3
 CV0808  NGVD 29 (07/19/86) 1032.8    (m)         3388.     (f) VERT ANG       
 CV0808
 CV0808.Superseded values are not recommended for survey control.
 CV0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0808.See file dsdata.txt to determine how the superseded data were derived.
 CV0808
 CV0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR0372990379(NAD 83)
 CV0808_MARKER: A = ALUMINUM MARKER
 CV0808_SETTING: 0 = UNSPECIFIED SETTING
 CV0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0808
 CV0808  HISTORY     - Date     Condition        Report By
 CV0808  HISTORY     - 1977     MONUMENTED       NGS
 CV0808
 CV0808                          STATION DESCRIPTION
 CV0808
 CV0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CV0808'THE STATION IS LOCATED ABOUT 23 MILES SOUTH-SOUTHWEST OF SEMINOLE,
 CV0808'18-1/2 MILES NORTHWEST OF ANDREWS, 4-1/2 MILES NORTH-NORTHWEST OF
 CV0808'FRANKEL CITY AND 1-1/2 MILES NORTHWEST OF THE EL PASO, NATURAL GAS
 CV0808'CO., FULLERTON PLANT.
 CV0808'
 CV0808'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180, 385 AND
 CV0808'STATE HIGHWAY 181 IN SEMINOLE.  GO SOUTH ON U.S. 385 AND STATE
 CV0808'HIGHWAY 181 FOR 0.5 MILE TO JUNCTION OF STATE HIGHWAY 181 ON THE
 CV0808'RIGHT.  TURN RIGHT AND FOLLOW STATE HIGHWAY 181 WEST AND THEN
 CV0808'SOUTHWESTERLY FOR 22.1 MILES TO WHERE STATE HIGHWAY WILL BEAR
 CV0808'LEFT AND GOES EASTERLY AND A SURFACE ROAD WILL CONTINUE STRAIGHT
 CV0808'AHEAD SOUTHERLY.  KEEP RIGHT OR STRAIGHT AHEAD AND GO SOUTHERLY
 CV0808'ON SURFACE ROAD FOR 3.05 MILES TO STATION ON THE RIGHT.  THIS IS
 CV0808'ABOUT 0.2 MILE BEFORE REACHING A SURFACE ROAD ON THE LEFT.
 CV0808'
 CV0808'REFERENCE MARK NO. 3 IS A CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT
 CV0808'3-INCHES AND THE ALUMINUM CAP IS STAMPED WILSON 2 NO 3 1977.  IT IS
 CV0808'65 FEET NORTHEAST OF A HIGH LINE POLE, 52 FEET WEST OF THE CENTER OF
 CV0808'SURFACE ROAD AND IS SET UNDER THE FENCE LINE.
 CV0808'
 CV0808'NEAREST TOWN--FRANKEL CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5364 ***********************************************************************
 AH5364  DESIGNATION -  WILSON ET
 AH5364  PID         -  AH5364
 AH5364  STATE/COUNTY-  TX/LIMESTONE
 AH5364  USGS QUAD   -  BEN HUR (1966)
 AH5364
 AH5364                         *CURRENT SURVEY CONTROL
 AH5364  ___________________________________________________________________
 AH5364* NAD 83(1993)-  31 32 50.11677(N)    096 39 07.94756(W)     ADJUSTED  
 AH5364* NAVD 88     -       202.6    (meters)     665.     (feet)  VERTCON   
 AH5364  ___________________________________________________________________
 AH5364  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 AH5364  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH5364
 AH5364  HORZ ORDER  -  THIRD
 AH5364
 AH5364.The horizontal coordinates were established by classical geodetic methods
 AH5364.and adjusted by the National Geodetic Survey in July 1998..
 AH5364
 AH5364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5364
 AH5364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5364
 AH5364.The geoid height was determined by GEOID03.
 AH5364
 AH5364;                    North         East     Units Scale Factor Converg.
 AH5364;SPC TX C     - 3,214,259.167 1,049,450.174   MT  0.99992699   +1 53 45.6
 AH5364;SPC TX C     -10,545,448.62  3,443,071.11   sFT  0.99992699   +1 53 45.6
 AH5364;UTM  14      - 3,492,643.998   722,872.732   MT  1.00021268   +1 13 44.0
 AH5364
 AH5364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5364!SPC TX C     -   0.99997220  x   0.99992699  =   0.99989919
 AH5364!UTM  14      -   0.99997220  x   1.00021268  =   1.00018487
 AH5364
 AH5364                          SUPERSEDED SURVEY CONTROL
 AH5364
 AH5364  NGVD 29 (07/28/98)  202.5    (m)          664.     (f) VERT ANG       
 AH5364
 AH5364.Superseded values are not recommended for survey control.
 AH5364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5364.See file dsdata.txt to determine how the superseded data were derived.
 AH5364
 AH5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV2287392644(NAD 83)
 AH5364_MARKER: DS = TRIANGULATION STATION DISK
 AH5364_SETTING: 66 = SET IN ROCK OUTCROP
 AH5364_PROJECTION: FLUSH
 AH5364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5364+STABILITY: POSITION/ELEVATION WELL
 AH5364
 AH5364  HISTORY     - Date     Condition        Report By
 AH5364  HISTORY     - 1966     MONUMENTED       USGS
 AH5364
 AH5364                          STATION DESCRIPTION
 AH5364
 AH5364'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH5364'LOCATED IN LIMESTONE COUNTY, TEXAS, ABOUT 7 MI. W. OF GROESBECK AND 14
 AH5364'MI. SW. OF MEXIA, ON THE SW. END OF HORN HILL.  STATION IS LOCATED
 AH5364'77.4 FT. N. OF NE. CORNER OF BARN, 97.6 FT. NE. OF NW. CORNER OF BARN,
 AH5364'20 FT. E. OF S. CORNER OF ROCK PIT, AND 10 FT. SE. OF EDGE OF ROCK
 AH5364'PIT.
 AH5364'TO REACH FROM GROESBECK POST OFFICE, GO S. FOR 2 BLOCKS AND THEN W. ON
 AH5364'STATE HIGHWAY 164 FOR 6.0 MI. TO Y-RD., GO RIGHT (NW.) ON GRADED RD.
 AH5364'FOR 0.8 MI. TO Y-RD., CONTINUE NW. ON GRADED RD. FOR 0.9 MI. TO T-RD.
 AH5364'AT CURVE, GO LEFT ON PRIVATE RD. FOR 0.6 MI. TO ALUMINUM GATE (KEY MAY
 AH5364'BE OBTAINED FROM MRS. MARY WILSON IN GROESBECK), CONTINUE SW. THROUGH
 AH5364'GATE FOR 0.2 MI. TO BARN ON THE LEFT AND STATION ON THE RIGHT.
 AH5364'STATION MARK--STANDARD USGS BRONZE TABLET SET IN DRILL HOLE IN 18 IN.
 AH5364'ROCK CORE PROJECTING 0.3 FT., STAMPED---WILSON ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0632 ***********************************************************************
 DP0632  DESIGNATION -  WILSON N OF CHURCH BELFRY
 DP0632  PID         -  DP0632
 DP0632  STATE/COUNTY-  TX/LYNN
 DP0632  USGS QUAD   -  WILSON (1965)
 DP0632
 DP0632                         *CURRENT SURVEY CONTROL
 DP0632  ___________________________________________________________________
 DP0632* NAD 83(1993)-  33 19 20.20113(N)    101 43 42.98520(W)     ADJUSTED  
 DP0632* NAVD 88     -                                                        
 DP0632  ___________________________________________________________________
 DP0632  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DP0632  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 DP0632
 DP0632  HORZ ORDER  -  THIRD
 DP0632
 DP0632.The horizontal coordinates were established by classical geodetic methods
 DP0632.and adjusted by the National Geodetic Survey in February 1996..
 DP0632
 DP0632
 DP0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0632
 DP0632.The geoid height was determined by GEOID03.
 DP0632
 DP0632;                    North         East     Units Scale Factor Converg.
 DP0632;SPC TXNC     - 2,188,210.050   299,460.272   MT  0.99988374   -1 45 39.1
 DP0632;SPC TXNC     - 7,179,152.47    982,479.24   sFT  0.99988374   -1 45 39.1
 DP0632;UTM  14      - 3,690,339.739   245,997.265   MT  1.00039552   -1 29 59.1
 DP0632
 DP0632                          SUPERSEDED SURVEY CONTROL
 DP0632
 DP0632  NAD 83(1986)-  33 19 20.20943(N)    101 43 42.97568(W) AD(       ) 4
 DP0632  NAD 27      -  33 19 19.88000(N)    101 43 41.41000(W) AD(       ) 3
 DP0632
 DP0632.Superseded values are not recommended for survey control.
 DP0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0632.See file dsdata.txt to determine how the superseded data were derived.
 DP0632
 DP0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB4599790340(NAD 83)
 DP0632_MARKER: 75 = BELFRY
 DP0632
 DP0632  HISTORY     - Date     Condition        Report By
 DP0632  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0632
 DP0632                          STATION DESCRIPTION
 DP0632
 DP0632'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0755 ***********************************************************************
 AN0755  DESIGNATION -  WILSON RM 1
 AN0755  PID         -  AN0755
 AN0755  STATE/COUNTY-  TX/CALHOUN
 AN0755  USGS QUAD   -  KAMEY (1995)
 AN0755
 AN0755                         *CURRENT SURVEY CONTROL
 AN0755  ___________________________________________________________________
 AN0755* NAD 83(1986)-  28 41 12.     (N)    096 41 10.     (W)     SCALED    
 AN0755* NAVD 88     -         8.65   (+/-2cm)      28.4    (feet)  VERTCON   
 AN0755  ___________________________________________________________________
 AN0755  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0755
 AN0755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0755
 AN0755.The horizontal coordinates were scaled from a topographic map and have
 AN0755.an estimated accuracy of +/- 6 seconds.
 AN0755
 AN0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0755.The vertical order pertains to the NGVD 29 superseded value.
 AN0755
 AN0755.The geoid height was determined by GEOID03.
 AN0755
 AN0755;                    North         East    Units  Estimated Accuracy
 AN0755;SPC TXSC     - 4,096,810.      826,110.      MT  (+/- 180 meters Scaled)
 AN0755
 AN0755                          SUPERSEDED SURVEY CONTROL
 AN0755
 AN0755  NGVD 29 (??/??/92)    8.778  (m)           28.80   (f) ADJ UNCH    2 0
 AN0755
 AN0755.Superseded values are not recommended for survey control.
 AN0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0755.See file dsdata.txt to determine how the superseded data were derived.
 AN0755
 AN0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS260754(NAD 83)
 AN0755_MARKER: DR = REFERENCE MARK DISK
 AN0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0755_STAMPING: WILSON NO 1 1931
 AN0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0755+STABILITY: SURFACE MOTION
 AN0755
 AN0755  HISTORY     - Date     Condition        Report By
 AN0755  HISTORY     - 1931     MONUMENTED       CGS
 AN0755  HISTORY     - 19980725 GOOD             USPSQD
 AN0755
 AN0755                          STATION DESCRIPTION
 AN0755
 AN0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AN0755'6.4 MI N FROM PORT LAVACA.
 AN0755'6.4 MILES NORTH ALONG A GRADED ROAD FROM THE TEXAS AND NEW ORLEANS
 AN0755'RAILROAD STATION AT PORT LAVACA, CALHOUN COUNTY, 0.35 MILE SOUTHWEST
 AN0755'OF TRIANGULATION STATION WILSON DESCRIBED ABOVE, 0.5 MILE NORTH OF A
 AN0755'ROAD INTERSECTION, 410 FEET SOUTHEAST OF A SMALL HOUSE, 28 FEET
 AN0755'SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 2.5 FEET WEST OF A FENCE
 AN0755'CORNER.  A STANDARD REFERENCE-MARK DISK, STAMPED WILSON NO 1 1931 AND
 AN0755'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0755
 AN0755                          STATION RECOVERY (1998)
 AN0755
 AN0755'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0754 ***********************************************************************
 AN0754  DESIGNATION -  WILSON RM 2
 AN0754  PID         -  AN0754
 AN0754  STATE/COUNTY-  TX/CALHOUN
 AN0754  USGS QUAD   -  KAMEY (1995)
 AN0754
 AN0754                         *CURRENT SURVEY CONTROL
 AN0754  ___________________________________________________________________
 AN0754* NAD 83(1986)-  28 41 27.     (N)    096 41 20.     (W)     SCALED    
 AN0754* NAVD 88     -         8.99   (+/-2cm)      29.5    (feet)  VERTCON   
 AN0754  ___________________________________________________________________
 AN0754  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN0754
 AN0754  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0754
 AN0754.The horizontal coordinates were scaled from a topographic map and have
 AN0754.an estimated accuracy of +/- 6 seconds.
 AN0754
 AN0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0754.The vertical order pertains to the NGVD 29 superseded value.
 AN0754
 AN0754.The geoid height was determined by GEOID03.
 AN0754
 AN0754;                    North         East    Units  Estimated Accuracy
 AN0754;SPC TXSC     - 4,097,270.      825,830.      MT  (+/- 180 meters Scaled)
 AN0754
 AN0754                          SUPERSEDED SURVEY CONTROL
 AN0754
 AN0754  NGVD 29 (??/??/92)    9.117  (m)           29.91   (f) ADJ UNCH    2 0
 AN0754
 AN0754.Superseded values are not recommended for survey control.
 AN0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0754.See file dsdata.txt to determine how the superseded data were derived.
 AN0754
 AN0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS258759(NAD 83)
 AN0754_MARKER: DR = REFERENCE MARK DISK
 AN0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0754_STAMPING: WILSON NO 2 1931
 AN0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0754+STABILITY: SURFACE MOTION
 AN0754
 AN0754  HISTORY     - Date     Condition        Report By
 AN0754  HISTORY     - 1931     MONUMENTED       CGS
 AN0754  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0754
 AN0754                          STATION DESCRIPTION
 AN0754
 AN0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AN0754'6.8 MI N FROM PORT LAVACA.
 AN0754'129.1 FEET NORTHEAST OF TRIANGULATION STATION WILSON DESCRIBED ABOVE,
 AN0754'143.5 FEET NORTHWEST OF A FENCE CORNER, 19 FEET SOUTHWEST OF THE
 AN0754'CENTER LINE OF THE ROAD, AND 1 FOOT SOUTHWEST OF A FENCE.  A STANDARD
 AN0754'REFERENCE-MARK DISK, STAMPED WILSON NO 2 1931 AND SET IN THE TOP OF A
 AN0754'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0754
 AN0754                          STATION RECOVERY (1998)
 AN0754
 AN0754'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0634 ***********************************************************************
 DP0634  DESIGNATION -  WILSON SW OF CHURCH BELFRY
 DP0634  PID         -  DP0634
 DP0634  STATE/COUNTY-  TX/LYNN
 DP0634  USGS QUAD   -  WILSON (1965)
 DP0634
 DP0634                         *CURRENT SURVEY CONTROL
 DP0634  ___________________________________________________________________
 DP0634* NAD 83(1993)-  33 19 05.35517(N)    101 43 41.80382(W)     ADJUSTED  
 DP0634* NAVD 88     -                                                        
 DP0634  ___________________________________________________________________
 DP0634  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DP0634  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 DP0634
 DP0634  HORZ ORDER  -  THIRD
 DP0634
 DP0634.The horizontal coordinates were established by classical geodetic methods
 DP0634.and adjusted by the National Geodetic Survey in February 1996..
 DP0634
 DP0634
 DP0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0634
 DP0634.The geoid height was determined by GEOID03.
 DP0634
 DP0634;                    North         East     Units Scale Factor Converg.
 DP0634;SPC TXNC     - 2,187,752.001   299,476.759   MT  0.99988340   -1 45 38.5
 DP0634;SPC TXNC     - 7,177,649.69    982,533.33   sFT  0.99988340   -1 45 38.5
 DP0634;UTM  14      - 3,689,881.535   246,015.849   MT  1.00039540   -1 29 57.9
 DP0634
 DP0634                          SUPERSEDED SURVEY CONTROL
 DP0634
 DP0634  NAD 83(1986)-  33 19 05.36348(N)    101 43 41.79430(W) AD(       ) 4
 DP0634  NAD 27      -  33 19 05.04000(N)    101 43 40.23000(W) AD(       ) 3
 DP0634
 DP0634.Superseded values are not recommended for survey control.
 DP0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0634.See file dsdata.txt to determine how the superseded data were derived.
 DP0634
 DP0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB4601689882(NAD 83)
 DP0634_MARKER: 75 = BELFRY
 DP0634
 DP0634  HISTORY     - Date     Condition        Report By
 DP0634  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0634
 DP0634                          STATION DESCRIPTION
 DP0634
 DP0634'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1027 ***********************************************************************
 CA1027  DESIGNATION -  WILSON USA
 CA1027  PID         -  CA1027
 CA1027  STATE/COUNTY-  TX/MILLS
 CA1027  USGS QUAD   -  BLANKET SPRINGS (1979)
 CA1027
 CA1027                         *CURRENT SURVEY CONTROL
 CA1027  ___________________________________________________________________
 CA1027* NAD 83(1993)-  31 30 14.32617(N)    098 47 43.80080(W)     ADJUSTED  
 CA1027* NAVD 88     -       433.2    (meters)    1421.     (feet)  VERTCON   
 CA1027  ___________________________________________________________________
 CA1027  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 CA1027  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CA1027
 CA1027  HORZ ORDER  -  THIRD
 CA1027  VERT ORDER  -  THIRD ? (See Below)
 CA1027
 CA1027.The horizontal coordinates were established by classical geodetic methods
 CA1027.and adjusted by the National Geodetic Survey in February 1996..
 CA1027
 CA1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1027.The vertical order pertains to the NGVD 29 superseded value.
 CA1027
 CA1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1027
 CA1027.The geoid height was determined by GEOID03.
 CA1027
 CA1027;                    North         East     Units Scale Factor Converg.
 CA1027;SPC TX C     - 3,204,688.536   846,075.201   MT  0.99992009   +0 47 31.5
 CA1027;SPC TX C     -10,514,048.97  2,775,831.72   sFT  0.99992009   +0 47 31.5
 CA1027;UTM  14      - 3,485,475.818   519,419.379   MT  0.99960465   +0 06 24.7
 CA1027
 CA1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1027!SPC TX C     -   0.99993597  x   0.99992009  =   0.99985606
 CA1027!UTM  14      -   0.99993597  x   0.99960465  =   0.99954064
 CA1027
 CA1027:                Primary Azimuth Mark                     Grid Az
 CA1027:SPC TX C     -  RIDGE                                    177 40 09.4
 CA1027:UTM  14      -  RIDGE                                    178 21 16.2
 CA1027
 CA1027|---------------------------------------------------------------------|
 CA1027| PID    Reference Object                     Distance      Geod. Az  |
 CA1027|                                                           dddmmss.s |
 CA1027| CA1019 RIDGE                               APPROX. 2.8 KM 1782740.9 |
 CA1027|---------------------------------------------------------------------|
 CA1027
 CA1027                          SUPERSEDED SURVEY CONTROL
 CA1027
 CA1027  NAD 83(1986)-  31 30 14.33733(N)    098 47 43.78463(W) AD(       ) 3
 CA1027  NAD 27      -  31 30 13.76633(N)    098 47 42.59716(W) AD(       ) 3
 CA1027  NGVD 29 (07/19/86)  433.1    (m)         1421.     (f) LEVELING    3  
 CA1027
 CA1027.Superseded values are not recommended for survey control.
 CA1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1027.See file dsdata.txt to determine how the superseded data were derived.
 CA1027
 CA1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV1941985476(NAD 83)
 CA1027
 CA1027  HISTORY     - Date     Condition        Report By
 CA1027  HISTORY     - UNK      MONUMENTED
 CA1027  HISTORY     - 1947     GOOD             USGS
 CA1027
 CA1027                          STATION DESCRIPTION
 CA1027
 CA1027'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1027'MULLIN, TEXAS, 10 MI. SW. OF, RIDGE SCHOOLHOUSE 2.5 MI. N. OF, ON
 CA1027'N. POINT OF RIDGE.
 CA1027'
 CA1027'STATION MARK--COPPER CAP CEMENTED IN ROCK, STAMPED ---WILSON---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0984 ***********************************************************************
 CU0984  DESIGNATION -  WIMBERLEY
 CU0984  PID         -  CU0984
 CU0984  STATE/COUNTY-  TX/NOLAN
 CU0984  USGS QUAD   -  DAM DRAW (1987)
 CU0984
 CU0984                         *CURRENT SURVEY CONTROL
 CU0984  ___________________________________________________________________
 CU0984* NAD 83(1993)-  32 14 26.82712(N)    100 39 36.24917(W)     ADJUSTED  
 CU0984* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 CU0984  ___________________________________________________________________
 CU0984  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 CU0984  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CU0984
 CU0984  HORZ ORDER  -  THIRD
 CU0984
 CU0984.The horizontal coordinates were established by classical geodetic methods
 CU0984.and adjusted by the National Geodetic Survey in February 1996..
 CU0984
 CU0984.The orthometric height was scaled from a topographic map.
 CU0984
 CU0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0984
 CU0984.The geoid height was determined by GEOID03.
 CU0984
 CU0984;                    North         East     Units Scale Factor Converg.
 CU0984;SPC TXNC     - 2,065,758.250   396,443.540   MT  0.99997197   -1 10 41.1
 CU0984;SPC TXNC     - 6,777,408.53  1,300,665.18   sFT  0.99997197   -1 10 41.1
 CU0984;UTM  14      - 3,568,334.374   343,599.253   MT  0.99990166   -0 53 08.8
 CU0984
 CU0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0984!SPC TXNC     -   0.99988913  x   0.99997197  =   0.99986111
 CU0984!UTM  14      -   0.99988913  x   0.99990166  =   0.99979080
 CU0984
 CU0984:                Primary Azimuth Mark                     Grid Az
 CU0984:SPC TXNC     -  MADDOX                                   149 27 57.1
 CU0984:UTM  14      -  MADDOX                                   149 10 24.8
 CU0984
 CU0984|---------------------------------------------------------------------|
 CU0984| PID    Reference Object                     Distance      Geod. Az  |
 CU0984|                                                           dddmmss.s |
 CU0984| CU0979 MADDOX                              APPROX. 9.2 KM 1481716.0 |
 CU0984|---------------------------------------------------------------------|
 CU0984
 CU0984                          SUPERSEDED SURVEY CONTROL
 CU0984
 CU0984  NAD 83(1986)-  32 14 26.83184(N)    100 39 36.23907(W) AD(       ) 3
 CU0984  NAD 27      -  32 14 26.37967(N)    100 39 34.84241(W) AD(       ) 3
 CU0984
 CU0984.Superseded values are not recommended for survey control.
 CU0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0984.See file dsdata.txt to determine how the superseded data were derived.
 CU0984
 CU0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA4359968334(NAD 83)
 CU0984_MARKER: DD = SURVEY DISK
 CU0984_SETTING: 80 = SET IN A BOULDER
 CU0984_SP_SET: PARTIALLY EXPOSED BOULDER
 CU0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0984+STABILITY: SURFACE MOTION
 CU0984
 CU0984  HISTORY     - Date     Condition        Report By
 CU0984  HISTORY     - 1958     MONUMENTED       USGS
 CU0984
 CU0984                          STATION DESCRIPTION
 CU0984
 CU0984'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CU0984'STATION LOCATED APPROXIMATELY 12 MI. E. AND 10 MI. S. OF COLORADO
 CU0984'CITY, ABOUT 0.5 MI. S. OF N. POINT OF N-S. RIDGE AND ABOUT 0.3 MI. E.
 CU0984'OF N-S. RD.
 CU0984'
 CU0984'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 208 ON
 CU0984'THE E. EDGE OF COLORADO CITY, GO S. ON HIGHWAY 208 9.1 MI. AND TURN
 CU0984'LEFT ON FARM TO MARKET ROAD 644 7.6 MI., LEAVE PAVEMENT AT CURVE AND
 CU0984'GO E. 1.2 MI.  TURN RIGHT AT CROSSROAD AND GO S. 3.1 MI. AND TURN
 CU0984'RIGHT (W.) AT T-RD., CONTINUE ON MAIN TRAVELED RD. 1.6 MI. TO Y-RD.
 CU0984'AT GATE.  TAKE LEFT RD. THRU GATE 0.2 MI. AND LEAVE MAIN TRAVELED
 CU0984'RD. TURNING E. 0.3 MI. TO WINDMILL.  STATION LIES E. OF THIS POINT
 CU0984'ABOUT 0.2 MI. ON TOP OF RIDGE.
 CU0984'
 CU0984'STATION MARK--STANDARD TABLET STAMPED ---WIMBERLEY 1958 VABM 2439---
 CU0984'AND CEMENTED IN DRILL HOLE IN BOULDER BURIED FLUSH WITH GROUND.
 CU0984'
 CU0984'REFERENCE MARK NO. 1--CHISELED CROSS ON BOULDER, 57.33 FT. FROM
 CU0984'STATION, S 49 DEG 13 MIN E.
 CU0984'
 CU0984'REFERENCE MARK NO. 2--CHISELED CROSS ON BOULDER, 59.89 FT. FROM
 CU0984'STATION MARK, S 35 DEG 26 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0622 ***********************************************************************
 BN0622  DESIGNATION -  WIMBERLY
 BN0622  PID         -  BN0622
 BN0622  STATE/COUNTY-  TX/HAYS
 BN0622  USGS QUAD   -  ROUGH HOLLOW (1986)
 BN0622
 BN0622                         *CURRENT SURVEY CONTROL
 BN0622  ___________________________________________________________________
 BN0622* NAD 83(1993)-  30 02 52.19071(N)    098 11 57.02160(W)     ADJUSTED  
 BN0622* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 BN0622  ___________________________________________________________________
 BN0622  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 BN0622  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 BN0622
 BN0622  HORZ ORDER  -  THIRD
 BN0622
 BN0622.The horizontal coordinates were established by classical geodetic methods
 BN0622.and adjusted by the National Geodetic Survey in February 1996..
 BN0622
 BN0622.The orthometric height was scaled from a topographic map.
 BN0622
 BN0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0622
 BN0622.The geoid height was determined by GEOID03.
 BN0622
 BN0622;                    North         East     Units Scale Factor Converg.
 BN0622;SPC TXSC     - 4,245,695.264   677,226.567   MT  0.99994045   +0 23 32.4
 BN0622;SPC TXSC     -13,929,418.55  2,221,867.50   sFT  0.99994045   +0 23 32.4
 BN0622;SPC TX C     - 3,044,229.773   905,809.707   MT  1.00001909   +1 05 57.2
 BN0622;SPC TX C     - 9,987,610.51  2,971,810.68   sFT  1.00001909   +1 05 57.2
 BN0622;UTM  14      - 3,324,355.573   577,202.139   MT  0.99967353   +0 24 03.6
 BN0622
 BN0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0622!SPC TXSC     -   0.99994404  x   0.99994045  =   0.99988449
 BN0622!SPC TX C     -   0.99994404  x   1.00001909  =   0.99996313
 BN0622!UTM  14      -   0.99994404  x   0.99967353  =   0.99961758
 BN0622
 BN0622|---------------------------------------------------------------------|
 BN0622| PID    Reference Object                     Distance      Geod. Az  |
 BN0622|                                                           dddmmss.s |
 BN0622| CV5838 WIMBERLY RM 1                        10.297 METERS 16810     |
 BN0622| CV5839 WIMBERLY RM 2                        15.438 METERS 28836     |
 BN0622|---------------------------------------------------------------------|
 BN0622
 BN0622                          SUPERSEDED SURVEY CONTROL
 BN0622
 BN0622  NAD 83(1986)-  30 02 52.20193(N)    098 11 57.00510(W) AD(       ) 3
 BN0622  NAD 27      -  30 02 51.44090(N)    098 11 55.96130(W) AD(       ) 3
 BN0622
 BN0622.Superseded values are not recommended for survey control.
 BN0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0622.See file dsdata.txt to determine how the superseded data were derived.
 BN0622
 BN0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7720224356(NAD 83)
 BN0622_MARKER: DS = TRIANGULATION STATION DISK
 BN0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0622
 BN0622  HISTORY     - Date     Condition        Report By
 BN0622  HISTORY     - 1956     MONUMENTED       CGS
 BN0622  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BN0622  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 BN0622  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 BN0622
 BN0622                          STATION DESCRIPTION
 BN0622
 BN0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0622'THE STATION IS ABOUT 16 MILES EAST-SOUTHEAST OF BLANCO, 7 MILES
 BN0622'NORTHWEST OF WIMBERLEY, 48 FEET NORTHEAST OF THE CENTER OF A HARD
 BN0622'SURFACED ROAD, 4 FEET WEST OF A FENCE AND 4 FEET SOUTHWEST
 BN0622'OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0622'
 BN0622'TO REACH THE STATION FROM THE POST OFFICE IN WIMBERLEY, GO
 BN0622'NORTHWEST ON RANCH ROAD 12 FOR 0.5 MILE TO A FORK, TAKE THE
 BN0622'LEFT ROAD AND GO WESTERLY FOR 2.4 MILES TO A FORK, TAKE THE
 BN0622'LEFT ROAD AND GO 4.5 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 BN0622'DESCRIBED, CONTINUE WEST FOR 0.3 MILE TO THE STATION ON THE
 BN0622'RIGHT.
 BN0622'
 BN0622'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0622'STAMPED WIMBERLEY 1956.
 BN0622'
 BN0622'REFERENCE MARK 1 IS 28 FEET NORTHEAST OF THE CENTER OF THE ROAD
 BN0622'AND 1 FOOT SOUTHWEST OF THE FENCE.  THE MARK IS FLUSH WITH
 BN0622'THE GROUND, AND THE DISK IS STAMPED WIMBERLEY NO 1 1956.
 BN0622'
 BN0622'REFERENCE MARK 2 IS 21 FEET NORTHEAST OF THE CENTER OF THE ROAD.
 BN0622'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BN0622'WIMBERLEY NO 2 1956.
 BN0622'
 BN0622'THE AZIMUTH MARK IS 33 FEET NORTH OF A FENCE, 18 FEET SOUTH OF
 BN0622'THE CENTER OF THE HARD SURFACED ROAD AND 4 FEET WEST OF A 4 IN
 BN0622'X 4 IN WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE
 BN0622'DISK IS STAMPED WIMBERLEY 1956.
 BN0622
 BN0622                          STATION RECOVERY (1956)
 BN0622
 BN0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 BN0622'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 BN0622'HIGHWAY IS UNDER CONSTRUCTION AND ALL FOUR MARKS AT THIS STATION
 BN0622'ARE IN THE WAY OF NEW CONSTRUCTION.  WIMBERLY 2 1956 WAS
 BN0622'ESTABLISHED IN THE NEAR VICINITY.  WIMBERLY AZIMUTH WAS
 BN0622'DESTROYED AND WIMBERLY AND THE TWO REFERENCE MARKS WERE LEFT IN
 BN0622'PLACE.  THEY WILL BE UNDER THE NEW ROAD AND SHOULD BE CONSIDERED
 BN0622'LOST.
 BN0622
 BN0622                          STATION RECOVERY (1999)
 BN0622
 BN0622'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0622'MARK NOT FOUND.
 BN0622
 BN0622                          STATION RECOVERY (2002)
 BN0622
 BN0622'RECOVERY NOTE BY US POWER SQUADRON 2002 (TSC)
 BN0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0620 ***********************************************************************
 BN0620  DESIGNATION -  WIMBERLY 2
 BN0620  PID         -  BN0620
 BN0620  STATE/COUNTY-  TX/HAYS
 BN0620  USGS QUAD   -  ROUGH HOLLOW (1986)
 BN0620
 BN0620                         *CURRENT SURVEY CONTROL
 BN0620  ___________________________________________________________________
 BN0620* NAD 83(1993)-  30 02 52.75348(N)    098 11 56.47593(W)     ADJUSTED  
 BN0620* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 BN0620  ___________________________________________________________________
 BN0620  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 BN0620  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 BN0620
 BN0620  HORZ ORDER  -  SECOND
 BN0620
 BN0620.The horizontal coordinates were established by classical geodetic methods
 BN0620.and adjusted by the National Geodetic Survey in February 1996..
 BN0620
 BN0620.The orthometric height was scaled from a topographic map.
 BN0620
 BN0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0620
 BN0620.The geoid height was determined by GEOID03.
 BN0620
 BN0620;                    North         East     Units Scale Factor Converg.
 BN0620;SPC TXSC     - 4,245,712.692   677,241.065   MT  0.99994049   +0 23 32.7
 BN0620;SPC TXSC     -13,929,475.72  2,221,915.06   sFT  0.99994049   +0 23 32.7
 BN0620;SPC TX C     - 3,044,247.379   905,823.990   MT  1.00001904   +1 05 57.5
 BN0620;SPC TX C     - 9,987,668.28  2,971,857.54   sFT  1.00001904   +1 05 57.5
 BN0620;UTM  14      - 3,324,372.998   577,216.631   MT  0.99967356   +0 24 03.9
 BN0620
 BN0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0620!SPC TXSC     -   0.99994404  x   0.99994049  =   0.99988453
 BN0620!SPC TX C     -   0.99994404  x   1.00001904  =   0.99996308
 BN0620!UTM  14      -   0.99994404  x   0.99967356  =   0.99961761
 BN0620
 BN0620:                Primary Azimuth Mark                     Grid Az
 BN0620:SPC TXSC     -  WIMBERLY 2 AZ MK                         113 31 21.8
 BN0620:SPC TX C     -  WIMBERLY 2 AZ MK                         112 48 57.0
 BN0620:UTM  14      -  WIMBERLY 2 AZ MK                         113 30 50.6
 BN0620
 BN0620|---------------------------------------------------------------------|
 BN0620| PID    Reference Object                     Distance      Geod. Az  |
 BN0620|                                                           dddmmss.s |
 BN0620| CV5840 WIMBERLY 2 AZ MK                                   1135454.5 |
 BN0620| CV5837 WIMBERLY AZ MK                                     1305423.9 |
 BN0620| CV5841 WIMBERLY 2 RM 1                       7.545 METERS 13504     |
 BN0620| BN0622 WIMBERLY                             22.671 METERS 22009     |
 BN0620| CV5842 WIMBERLY 2 RM 2                      22.122 METERS 33351     |
 BN0620|---------------------------------------------------------------------|
 BN0620
 BN0620                          SUPERSEDED SURVEY CONTROL
 BN0620
 BN0620  NAD 83(1986)-  30 02 52.76469(N)    098 11 56.45944(W) AD(       ) 2
 BN0620  NAD 27      -  30 02 52.00370(N)    098 11 55.41570(W) AD(       ) 2
 BN0620
 BN0620.Superseded values are not recommended for survey control.
 BN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0620.See file dsdata.txt to determine how the superseded data were derived.
 BN0620
 BN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7721724373(NAD 83)
 BN0620_MARKER: DS = TRIANGULATION STATION DISK
 BN0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0620
 BN0620  HISTORY     - Date     Condition        Report By
 BN0620  HISTORY     - 1956     MONUMENTED       CGS
 BN0620  HISTORY     - 19910209 GOOD             USPSQD
 BN0620  HISTORY     - 19990925 GOOD             USPSQD
 BN0620  HISTORY     - 20020928 GOOD             USPSQD
 BN0620
 BN0620                          STATION DESCRIPTION
 BN0620
 BN0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 BN0620'THE STATION IS ABOUT 7 MILES NORTHWEST OF WIMBERLEY ALONG
 BN0620'HIGHWAY NO. R.M. 2325, ABOUT 1/4 MILE NORTHEAST OF A PIPELINE
 BN0620'PUMPING PLANT AND ON THE NORTHEAST SIDE OF THE HIGHWAY IN A
 BN0620'CURVE.  IT IS ABOUT 30 FEET EAST OF A NORTHSOUTH FENCE AND
 BN0620'65 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE LINE AND
 BN0620'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY IN A BRUSHY PASTURE.
 BN0620'IT IS MARKED WITH DISKS STAMPED WIMBERLY 2 1956 IN CONCRETE,
 BN0620'PROJECTING ABOUT 4 INCHES.  IT IS ABOUT 2 FEET NORTH OF A
 BN0620'4 X 4 POST.
 BN0620'
 BN0620'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WIMBERLY 2 NO. 1
 BN0620'1956 IN CONCRETE PROJECTING ABOUT 3 INCHES, ABOUT 60 FEET
 BN0620'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE.
 BN0620'
 BN0620'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WIMBERLY 2
 BN0620'NO. 2, 1956 IN A CONCRETE MONUMENT, IS 7 FEET WEST OF A
 BN0620'NORTH-SOUTH FENCE AND ABOUT 60 FEET NORTHEAST OF THE NORTHEAST
 BN0620'RIGHT-OF-WAY FENCE AND PROJECTS ABOUT 4 INCHES.
 BN0620'
 BN0620'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WIMBERLY 2 1956 AND
 BN0620'SET IN A DRILL HOLE IN OUTCROP ROCK, EAST, SOUTHEAST OF THE
 BN0620'STATION, ABOUT 100 YARDS NORTH OF THE HIGHWAY AND ALONG THE
 BN0620'FIRST LEDGE OF OUTCROP TO THE WEST OF THE RIDGE TOP.  IT IS
 BN0620'ABOUT 200 YARDS NORTHWEST OF THE SUMMIT OF THE RIDGE AT THE
 BN0620'HIGHWAY.
 BN0620'
 BN0620'TO REACH FROM WIMBERLEY.  GO NORTHWEST ON HIGHWAY NO. 12 FROM
 BN0620'THE SQUARE, 0.5 MILE TO A FORK AND A SERVICE STATION.  HIGHWAY
 BN0620'NO. 12 IS THE RIGHT FORK.  TAKE THE LEFT FORK NO. R.M. 2325
 BN0620'AND GO NORTHWEST 02.4 MILES.  KEEP STRAIGHT AHEAD ON THE LEFT FORK
 BN0620'AND CONTINUE 04.5 MILES TO THE SUMMIT OF A RIDGE AND THE AZIMUTH
 BN0620'MARK NORTHWEST AS DESCRIBED.  THEN CONTINUE ON THE HIGHWAY 0.3
 BN0620'MILE TO THE CURVE AND THE STATION AS DESCRIBED ON THE RIGHT.
 BN0620
 BN0620                          STATION RECOVERY (1991)
 BN0620
 BN0620'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0620'RECOVERED IN GOOD CONDITION.
 BN0620
 BN0620                          STATION RECOVERY (1999)
 BN0620
 BN0620'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0620'RECOVERED IN GOOD CONDITION.
 BN0620
 BN0620                          STATION RECOVERY (2002)
 BN0620
 BN0620'RECOVERY NOTE BY US POWER SQUADRON 2002 (TSC)
 BN0620'REFERENCE MARKS RM1 AND RM2 WERE ALSO RECOVERED IN GOOD CONDITION AT
 BN0620'THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0776 ***********************************************************************
 AO0776  DESIGNATION -  WIN
 AO0776  PID         -  AO0776
 AO0776  STATE/COUNTY-  TX/DIMMIT
 AO0776  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0776
 AO0776                         *CURRENT SURVEY CONTROL
 AO0776  ___________________________________________________________________
 AO0776* NAD 83(1993)-  28 35 17.68745(N)    099 55 10.11936(W)     ADJUSTED  
 AO0776* NAVD 88     -       205.6    (meters)     675.     (feet)  VERTCON   
 AO0776  ___________________________________________________________________
 AO0776  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AO0776  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AO0776
 AO0776  HORZ ORDER  -  FIRST
 AO0776
 AO0776.The horizontal coordinates were established by classical geodetic methods
 AO0776.and adjusted by the National Geodetic Survey in February 1996..
 AO0776
 AO0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0776
 AO0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0776
 AO0776.The geoid height was determined by GEOID03.
 AO0776
 AO0776;                    North         East     Units Scale Factor Converg.
 AO0776;SPC TXSC     - 4,084,020.315   510,060.007   MT  0.99994749   -0 27 01.7
 AO0776;SPC TXSC     -13,398,989.98  1,673,421.87   sFT  0.99994749   -0 27 01.7
 AO0776;UTM  14      - 3,162,713.493   410,088.229   MT  0.99969977   -0 26 24.0
 AO0776
 AO0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0776!SPC TXSC     -   0.99997139  x   0.99994749  =   0.99991888
 AO0776!UTM  14      -   0.99997139  x   0.99969977  =   0.99967117
 AO0776
 AO0776|---------------------------------------------------------------------|
 AO0776| PID    Reference Object                     Distance      Geod. Az  |
 AO0776|                                                           dddmmss.s |
 AO0776| CV5845 WIN RM 2                              6.966 METERS 14053     |
 AO0776| CV5843 WIN AZ MK                                          1491752.7 |
 AO0776| CV5844 WIN RM 1                              6.511 METERS 33043     |
 AO0776|---------------------------------------------------------------------|
 AO0776
 AO0776                          SUPERSEDED SURVEY CONTROL
 AO0776
 AO0776  NAD 83(1986)-  28 35 17.68409(N)    099 55 10.09716(W) AD(       ) 1
 AO0776  NAD 27      -  28 35 16.74839(N)    099 55 08.88999(W) AD(       ) 1
 AO0776  NGVD 29 (07/19/86)  205.5    (m)          674.     (f) VERT ANG       
 AO0776
 AO0776.Superseded values are not recommended for survey control.
 AO0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0776.See file dsdata.txt to determine how the superseded data were derived.
 AO0776
 AO0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1008862713(NAD 83)
 AO0776_MARKER: DS = TRIANGULATION STATION DISK
 AO0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0776
 AO0776  HISTORY     - Date     Condition        Report By
 AO0776  HISTORY     - 1971     MONUMENTED       NGS
 AO0776  HISTORY     - 19970621 GOOD             USPSQD
 AO0776
 AO0776                          STATION DESCRIPTION
 AO0776
 AO0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0776'THE STATION IS ABOUT 6 MILES SOUTH AND 5-1/2 MILES WEST OF CRYSTAL
 AO0776'CITY, 5 MILES NORTH AND 3-1/2 MILES WEST OF CARRIZO SPRINGS AND ON
 AO0776'THE TOP OF A CUT BANK ON THE NORTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY
 AO0776'277, WHICH IS ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 AO0776'
 AO0776'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83, 277 AND
 AO0776'STATE HIGHWAY 85 IN CARRIZO SPRINGS, GO SOUTH ON U.S. HIGHWAY 83 AND
 AO0776'277 FOR 0.15 MILE TO A SIDE STREET ON THE RIGHT.  TURN RIGHT AND GO
 AO0776'NORTHWEST ON U.S. HIGHWAY 277 FOR 5.55 MILES TO THE AZIMUTH MARK
 AO0776'ON THE LEFT, ON THE TOP OF A CUT BANK ABOUT 14 FEET HIGHER THAN
 AO0776'THE HIGHWAY.  CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.6 MILE TO
 AO0776'THE STATION ON THE RIGHT.
 AO0776'
 AO0776'STATION MARKS ARE STANDARD DISKS STAMPED WIN 1971.  THE SURFACE DISK
 AO0776'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 AO0776'SET FLUSH WITH THE GROUND SURFACE.  IT IS 88.0 FEET NORTHEAST OF
 AO0776'THE CENTER OF THE HIGHWAY, 16.5 FEET WEST-NORTHWEST OF A METAL
 AO0776'WITNESS POST AND 3.5 FEET SOUTHWEST OF A FENCE.  THE UNDERGROUND
 AO0776'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 AO0776'GROUND SURFACE.
 AO0776'
 AO0776'REFERENCE MARK 1, A STANDARD DISK STAMPED WIN NO 1 1971, IS SET IN
 AO0776'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 AO0776'THE GROUND SURFACE.  IT IS 89.5 FEET NORTHEAST OF THE CENTER OF THE
 AO0776'HIGHWAY, 37.5 FEET NORTHWEST OF THE WITNESS POST, 1.8 FEET
 AO0776'SOUTHWEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0776'
 AO0776'REFERENCE MARK 2, A STANDARD DISK STAMPED WIN NO 2 1971, IS SET IN
 AO0776'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AO0776'WITH THE GROUND SURFACE.  IT IS 90.0 FEET NORTHEAST OF THE CENTER OF
 AO0776'THE HIGHWAY, 6.7 FEET SOUTH-SOUTHEAST OF THE WITNESS POST, 1.3
 AO0776'FEET SOUTHWEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 AO0776'THE STATION.
 AO0776'
 AO0776'AZIMUTH MARK, A STANDARD DISK STAMPED WIN 1971, IS SET IN THE TOP OF
 AO0776'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 AO0776'THE GROUND SURFACE.  IT IS 88.0 FEET SOUTHWEST OF THE CENTER OF THE
 AO0776'HIGHWAY, 10.2 FEET SOUTHEAST OF A METAL WITNESS POST, 2.0 FEET
 AO0776'NORTH-NORTHWEST OF A POWER LINE POLE NUMBERED RL 1151 AND 1.2
 AO0776'FEET NORTHEAST OF A WIRE FENCE.
 AO0776'
 AO0776'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
 AO0776
 AO0776                          STATION RECOVERY (1997)
 AO0776
 AO0776'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1473 ***********************************************************************
 AH1473  DESIGNATION -  WIND
 AH1473  PID         -  AH1473
 AH1473  STATE/COUNTY-  TX/KLEBERG
 AH1473  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1473
 AH1473                         *CURRENT SURVEY CONTROL
 AH1473  ___________________________________________________________________
 AH1473* NAD 83(1993)-  27 27 29.27149(N)    097 22 35.97718(W)     ADJUSTED  
 AH1473* NAVD 88     -                                                        
 AH1473  ___________________________________________________________________
 AH1473  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1473  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH1473
 AH1473  HORZ ORDER  -  THIRD
 AH1473
 AH1473.The horizontal coordinates were established by classical geodetic methods
 AH1473.and adjusted by the National Geodetic Survey in February 1996..
 AH1473
 AH1473
 AH1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1473
 AH1473.The geoid height was determined by GEOID03.
 AH1473
 AH1473;                    North         East     Units Scale Factor Converg.
 AH1473;SPC TX S     - 5,198,975.457   411,031.938   MT  0.99992649   +0 30 36.0
 AH1473;SPC TX S     -17,056,971.98  1,348,527.28   sFT  0.99992649   +0 30 36.0
 AH1473;UTM  14      - 3,038,227.143   660,414.556   MT  0.99991765   +0 44 55.3
 AH1473
 AH1473                          SUPERSEDED SURVEY CONTROL
 AH1473
 AH1473  NAD 83(1986)-  27 27 29.28444(N)    097 22 35.95265(W) AD(       ) 4
 AH1473  NAD 27      -  27 27 28.11000(N)    097 22 35.02000(W) AD(       ) 3
 AH1473
 AH1473.Superseded values are not recommended for survey control.
 AH1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1473.See file dsdata.txt to determine how the superseded data were derived.
 AH1473
 AH1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6041538227(NAD 83)
 AH1473_MARKER: Z = SEE DESCRIPTION
 AH1473_SETTING: 0 = UNSPECIFIED SETTING
 AH1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1473
 AH1473  HISTORY     - Date     Condition        Report By
 AH1473  HISTORY     - 1912     MONUMENTED       CGS
 AH1473  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1473
 AH1473                          STATION DESCRIPTION
 AH1473
 AH1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1473'NO PREVIOUS DESCRIPTION.  A SHORT SEARCH OF THE AREA OF STATION
 AH1473'AS PLOTTED ON THE USGS TOPOGRAPHIC SHEET PRODUCED NO SIGN
 AH1473'OF A MARKED POINT.  HOWEVER, A WELL CASING AND TIMBER WERE
 AH1473'FOUND IN THE VICINITY SUGGESTING THAT STATION WAS A POINT
 AH1473'INTERSECTED ON WINDMILL, LONG AGO RAZED.
 AH1473'
 AH1473'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES
 AH1473'SOUTH OF CORPUS CHRISTI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0689 ***********************************************************************
 DO0689  DESIGNATION -  WIND AZ MK
 DO0689  PID         -  DO0689
 DO0689  STATE/COUNTY-  TX/ARCHER
 DO0689  USGS QUAD   -  WINDTHORST (1962)
 DO0689
 DO0689                         *CURRENT SURVEY CONTROL
 DO0689  ___________________________________________________________________
 DO0689* NAD 83(1993)-  33 34 40.28798(N)    098 27 13.38568(W)     ADJUSTED  
 DO0689* NAVD 88     -       308.10   (+/-2cm)    1010.8    (feet)  VERTCON   
 DO0689  ___________________________________________________________________
 DO0689  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DO0689  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DO0689
 DO0689  HORZ ORDER  -  SECOND
 DO0689  VERT ORDER  -  THIRD ? (See Below)
 DO0689
 DO0689.The horizontal coordinates were established by classical geodetic methods
 DO0689.and adjusted by the National Geodetic Survey in February 1996..
 DO0689
 DO0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0689.The vertical order pertains to the NGVD 29 superseded value.
 DO0689
 DO0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0689
 DO0689.The geoid height was determined by GEOID03.
 DO0689
 DO0689;                    North         East     Units Scale Factor Converg.
 DO0689;SPC TXNC     - 2,211,936.483   604,296.398   MT  0.99991468   +0 01 30.9
 DO0689;SPC TXNC     - 7,256,994.94  1,982,595.77   sFT  0.99991468   +0 01 30.9
 DO0689;UTM  14      - 3,715,484.958   550,696.414   MT  0.99963168   +0 18 07.7
 DO0689
 DO0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0689!SPC TXNC     -   0.99995602  x   0.99991468  =   0.99987071
 DO0689!UTM  14      -   0.99995602  x   0.99963168  =   0.99958772
 DO0689
 DO0689:                Primary Azimuth Mark                     Grid Az
 DO0689:SPC TXNC     -  WIND RESET                               099 54 27.1
 DO0689:UTM  14      -  WIND RESET                               099 37 50.3
 DO0689
 DO0689|---------------------------------------------------------------------|
 DO0689| PID    Reference Object                     Distance      Geod. Az  |
 DO0689|                                                           dddmmss.s |
 DO0689| DO0687 WIND RESET                          APPROX. 1.2 KM 0995558.0 |
 DO0689| DO0686 WINDTHORST CATH CH SPIRE            APPROX. 1.4 KM 1012106.3 |
 DO0689| DO0688 WIND AZ MK PT A                      24.715 METERS 16803     |
 DO0689| DO0089 J 1169                               31.759 METERS 19858     |
 DO0689| DO0756 WINDTHORST ARCO RAD MAST            APPROX.10.9 KM 2151123.4 |
 DO0689|---------------------------------------------------------------------|
 DO0689
 DO0689                          SUPERSEDED SURVEY CONTROL
 DO0689
 DO0689  NAD 83(1993)-  33 34 40.28822(N)    098 27 13.38530(W) AD(       ) 2
 DO0689  NAD 83(1986)-  33 34 40.29038(N)    098 27 13.37185(W) AD(       ) 2
 DO0689  NAD 27      -  33 34 39.91114(N)    098 27 12.18467(W) AD(       ) 2
 DO0689  NGVD 29 (07/19/86)  308.02   (m)         1010.6    (f) LEVELING    3  
 DO0689
 DO0689.Superseded values are not recommended for survey control.
 DO0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0689.See file dsdata.txt to determine how the superseded data were derived.
 DO0689
 DO0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5069615485(NAD 83)
 DO0689_MARKER: DZ = AZIMUTH MARK DISK
 DO0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0689
 DO0689  HISTORY     - Date     Condition        Report By
 DO0689  HISTORY     - 1966     MONUMENTED       CGS
 DO0689  HISTORY     - 1978     GOOD             NGS
 DO0689  HISTORY     - 20010530 POOR             USPSQD
 DO0689
 DO0689                          STATION DESCRIPTION
 DO0689
 DO0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0689'THIS MARK WAS SET IN 1966 BUT WAS NOT POSITIONED UNTIL THIS
 DO0689'TIME.  NO DATA AVAILABLE TO INDICATE USE OF THIS MARK.
 DO0689'
 DO0689'THE STATION IS LOCATED 1 MILE WEST OF WINDTHORST, ALONG STATE
 DO0689'HIGHWAY 25, ON ROAD RIGHT-OF-WAY.
 DO0689'
 DO0689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0689'STATE HIGHWAY 25 IN WINDTHORST, GO WEST ON HIGHWAY 25 FOR 1.0
 DO0689'MILE TO A FARM LANE ON THE RIGHT AND THE MARK ON THE RIGHT.
 DO0689'
 DO0689'STATION MARK, STAMPED---WIND 1966---, IS A STANDARD
 DO0689'AZIMUTH MARK DISK SET IN
 DO0689'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING 2
 DO0689'INCHES ABOVE GROUND.  IT IS 50 FEET NORTH OF THE CENTER OF THE
 DO0689'HIGHWAY, 18 FEET EAST OF THE CENTER OF THE LANE, 5 FEET EAST OF
 DO0689'A FENCE CORNER, 2.0 FEET EAST OF A METAL WITNESS POST, 1.5 FEET
 DO0689'SOUTH OF A FENCE, AND 1 FOOT ABOVE THE HIGHWAY.
 DO0689'
 DO0689'AN ELEVATION TIE WAS MADE TO BM J 1169, LOCATED ACROSS THE
 DO0689'HIGHWAY AND AN EDM TIE WAS MADE TO TRAVERSE STATION WIND
 DO0689
 DO0689                          STATION RECOVERY (2001)
 DO0689
 DO0689'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0689'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0687 ***********************************************************************
 DO0687  DESIGNATION -  WIND RESET
 DO0687  PID         -  DO0687
 DO0687  STATE/COUNTY-  TX/ARCHER
 DO0687  USGS QUAD   -  WINDTHORST (1962)
 DO0687
 DO0687                         *CURRENT SURVEY CONTROL
 DO0687  ___________________________________________________________________
 DO0687* NAD 83(1993)-  33 34 33.32176(N)    098 26 25.87871(W)     ADJUSTED  
 DO0687* NAVD 88     -       330.6    (meters)    1085.     (feet)  VERTCON   
 DO0687  ___________________________________________________________________
 DO0687  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DO0687  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DO0687
 DO0687  HORZ ORDER  -  FIRST
 DO0687
 DO0687.The horizontal coordinates were established by classical geodetic methods
 DO0687.and adjusted by the National Geodetic Survey in February 1996..
 DO0687
 DO0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0687
 DO0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0687
 DO0687.The geoid height was determined by GEOID03.
 DO0687
 DO0687;                    North         East     Units Scale Factor Converg.
 DO0687;SPC TXNC     - 2,211,722.491   605,521.557   MT  0.99991437   +0 01 56.8
 DO0687;SPC TXNC     - 7,256,292.87  1,986,615.31   sFT  0.99991437   +0 01 56.8
 DO0687;UTM  14      - 3,715,276.950   551,922.248   MT  0.99963324   +0 18 33.9
 DO0687
 DO0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0687!SPC TXNC     -   0.99995249  x   0.99991437  =   0.99986687
 DO0687!UTM  14      -   0.99995249  x   0.99963324  =   0.99958575
 DO0687
 DO0687|---------------------------------------------------------------------|
 DO0687| PID    Reference Object                     Distance      Geod. Az  |
 DO0687|                                                           dddmmss.s |
 DO0687| CX9005 WIND RM 2                            26.419 METERS 00641     |
 DO0687| DO0686 WINDTHORST CATH CH SPIRE            118.573 METERS 11625     |
 DO0687| CX9004 WIND RM 1                            10.287 METERS 19050     |
 DO0687| DO0756 WINDTHORST ARCO RAD MAST            APPROX.11.4 KM 2205015.5 |
 DO0687| DO0689 WIND AZ MK                          APPROX. 1.2 KM 2795624.3 |
 DO0687|---------------------------------------------------------------------|
 DO0687
 DO0687                          SUPERSEDED SURVEY CONTROL
 DO0687
 DO0687  NAD 83(1993)-  33 34 33.32201(N)    098 26 25.87832(W) AD(       ) 1
 DO0687  NAD 83(1986)-  33 34 33.32427(N)    098 26 25.86487(W) AD(       ) 1
 DO0687  NAD 27      -  33 34 32.94475(N)    098 26 24.67899(W) AD(       ) 1
 DO0687  NGVD 29 (07/19/86)  330.5    (m)         1084.     (f) VERT ANG       
 DO0687
 DO0687.Superseded values are not recommended for survey control.
 DO0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0687.See file dsdata.txt to determine how the superseded data were derived.
 DO0687
 DO0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5192215277(NAD 83)
 DO0687_MARKER: DS = TRIANGULATION STATION DISK
 DO0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0687_STAMPING: WIND 1966 1978
 DO0687_MARK LOGO: NGS   
 DO0687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0687+STABILITY: SURFACE MOTION
 DO0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO0687+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 DO0687
 DO0687  HISTORY     - Date     Condition        Report By
 DO0687  HISTORY     - 1978     MONUMENTED       NGS
 DO0687  HISTORY     - 19820507 GOOD             NGS
 DO0687  HISTORY     - 20010530 GOOD             USPSQD
 DO0687
 DO0687                          STATION DESCRIPTION
 DO0687
 DO0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0687'THE STATION IS LOCATED IN WINDTHORST, ON THE HIGHEST HILL IN
 DO0687'THE AREA, ON THE PROPERTY OF THE SAINT MARYS CATHOLIC CHURCH,
 DO0687'BETWEEN A STANDPIPE AND A SMALL PUMP HOUSE.
 DO0687'
 DO0687'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SET IN 1966.
 DO0687'THE STATION MARK WAS LOWERED AT THIS TIME.  THE REFERENCE
 DO0687'MARKS WERE NOT FOUND.  THIS STATION WAS NEVER POSITIONED OR
 DO0687'OCCUPIED, NEW REFERENCE MARKS 1 AND 2 WERE SET.  THE ORIGINAL
 DO0687'AZIMUTH MARK WAS FOUND AND USED AT THIS TIME.
 DO0687'
 DO0687'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0687'STATE HIGHWAY 25 IN WINDTHORST, GO WEST ON HIGHWAY 25 FOR 0.25
 DO0687'MILE TO A DIRT CROSSROAD.  (TO REACH THE AZIMUTH MARK AND
 DO0687'BM J 1169, CONTINUE WEST ON HIGHWAY 25 FOR 0.75 MILE TO A FARM
 DO0687'LANE ON THE RIGHT AND THE MARKS AS DESCRIBED.) TURN RIGHT,
 DO0687'SOUTH, ON RECTORY STREET FOR 0.15 MILE TO TOP OF HILL AND THE
 DO0687'STATION ON THE RIGHT.
 DO0687'
 DO0687'STATION MARKS, STAMPED---WIND 1966 1978---, ARE STANDARD DISKS.
 DO0687'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 DO0687'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 74.0 FEET
 DO0687'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING,
 DO0687'35.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A FENCE
 DO0687'AROUND A STANDPIPE, 27.4 FEET SOUTH OF THE SOUTHEAST CORNER
 DO0687'OF THE SAME FENCE, 46 FEET EAST OF THE CENTER OF THE ROAD,
 DO0687'19.8 FEET NORTH OF THE NORTHWEST CORNER OF A BRICK PUMP
 DO0687'HOUSE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.  THE
 DO0687'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DO0687'CONCRETE ABOUT 40 INCHES BELOW GROUND.
 DO0687'
 DO0687'REFERENCE MARK 1, STAMPED---WIND NO 1 1978---, IS A
 DO0687'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT X 1
 DO0687'INCH HIGH BOULDER.  IT IS 90.5 FEET NORTHWEST OF A UTILITY
 DO0687'POLE, 56.8 FEET SOUTH OF THE SOUTHWEST FENCE CORNER AROUND THE
 DO0687'STANDPIPE, 25.8 FEET NORTH-NORTHWEST OF THE CENTER OF A THREE
 DO0687'LEGGED SIREN TOWER, AND 13 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 DO0687'CORNER OF THE PUMP HOUSE.
 DO0687'
 DO0687'REFERENCE MARK 2, STAMPED---WIND 1976 NO 2 1978---, IS A
 DO0687'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 FOOT DIAMETER
 DO0687'BOULDER PROJECTING 3 INCHES ABOVE GROUND.
 DO0687'IT IS 60.5 FEET NORTHEAST OF THE FENCE CORNER AROUND THE
 DO0687'STANDPIPE, 37.6 FEET SOUTH-SOUTHEAST OF A UTILITY POLE, 29 FEET
 DO0687'EAST OF A FENCE, 15.5 FEET WEST OF THE CENTER OF THE ROAD, 13.9
 DO0687'FEET NORTHEAST OF THE SOUTH 1 OF 2 WATER VALVES, AND 2 FEET
 DO0687'LOWER THAN THE STATION.
 DO0687'
 DO0687'AZIMUTH MARK, STAMPED---WIND 1966---, A STANDARD DISK SET IN
 DO0687'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING 2
 DO0687'INCHES ABOVE GROUND.  IT IS 50 FEET NORTH OF THE CENTER OF THE
 DO0687'HIGHWAY, 18 FEET EAST OF THE CENTER OF THE LANE, 5 FEET EAST OF
 DO0687'A FENCE CORNER, 2.0 FEET EAST OF A METAL WITNESS POST, 1.5 FEET
 DO0687'SOUTH OF A FENCE, AND 1 FOOT ABOVE THE HIGHWAY.
 DO0687'
 DO0687'BENCH MARK J 1169, STAMPED---J1169 1961---, IS A STANDARD
 DO0687'BENCH MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0687'MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS UNDER A
 DO0687'POWER LINE CROSSING THE HIGHWAY, 49 FEET SOUTH OF THE CENTER OF
 DO0687'THE HIGHWAY, 6.5 FEET WEST-SOUTHWEST OF A T-FENCE CORNER, 1.7
 DO0687'FEET NORTH OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS POST,
 DO0687'AND LEVEL WITH THE HIGHWAY.
 DO0687'
 DO0687'HEIGHT OF LIGHT ABOVE STATION MARK WAS 15.0 METER.
 DO0687
 DO0687                          STATION RECOVERY (1982)
 DO0687
 DO0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 DO0687'THE STATION IS LOCATED IN THE TOWN OF WINDTHORST, WHICH IS 50 KM
 DO0687'(31.05 MI) NORTH OF JACKSBORO, ON THE HIGHEST HILL IN THE AREA, ON
 DO0687'PROPERTY OF SAINT MARYS CATHOLIC CHURCH NEAR THE CITY WATER STANDPIPE
 DO0687'AND A BRICK PUMP HOUSE.  TO REACH THE STATION FROM THE FRONT OF THE
 DO0687'SAINT MARYS CATHOLIC CHURCH, GO TO THE REAR OF THE CHURCH AT A
 DO0687'STANDPIPE AND THE STATION AS DESCRIBED.  THE STATION IS A STANDARD NGS
 DO0687'DISK STAMPED--WIND 1966 1978--, SET INTO THE TOP OF A ROUND CONCRETE
 DO0687'MONUMENT, FLUSH, WITH THE GROUND.  THE STATION IS LOCATED 13.1 METERS
 DO0687'(43.0 FT) WEST-NORTHWEST FROM CENTER OF A PAVED STREET, 8.2 METERS
 DO0687'(26.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF A CHAIN-LINK
 DO0687'FENCE, 5.7 METERS (18.7 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 DO0687'SMALL BRICK PUMP HOUSE, 4.4 METERS (14.4 FT) NORTHWEST FOM A DOUBLE
 DO0687'TRUNK MESQUITE TREE.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 DO0687'STAMPED--WIND NO 3 1983--, THE MARK IS CEMENTED IN A DRILL HOLE IN A
 DO0687'ROCK OUTCROP ON THE EAST SIDE OF A PAVED STREET. THE STATION IS
 DO0687'LOCATED 3.72 METERS (12.20 FT) EAST-NORTHEAST FROM THE CENTER OF THE
 DO0687'STREET, 17.7 METERS (58.1 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER
 DO0687'OF A CHAIN-LINK FENCE, 12.2 METERS (40.0 FT) EAST FROM A WATER MAIN.
 DO0687'REFERENCE MARK 4 IS A STANDARD NGS DISK STAMPED--WIND NO 4 1983--, SET
 DO0687'INTO ROCK OUTCROP.  THE STATION IS LOCATED 18.1 METERS (59.4 FT)
 DO0687'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 14.6
 DO0687'METERS (47.9 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE PUMP
 DO0687'HOUSE, 3.3 METERS (10.8 FT) EAST FROM THE CENTER OF THE STREET.
 DO0687'AZIMUTH MARK 1 IS A STANDARD NGS DISK STAMPED--WIND 1966--, SET INTO
 DO0687'THE TOP OF A ROUND CONCRETE MONUMENT, 29.0 CM IN DIAMETER, PROJECTING,
 DO0687'5.0 CM ABOVE THE GROUND. THE STATION IS LOCATED 15.24 METERS (50.00
 DO0687'FT) NORTH FROM THE CENTER OF STATE HIGHWAY 25, 5.49 METERS (18.01 FT)
 DO0687'EAST FROM THE CENTER OF A DRIVEWAY, 1.52 METERS (4.99 FT)
 DO0687'EAST-SOUTHEAST FROM A FENCE CORNER, 0.61 METERS (2.00 FT) EAST FROM A
 DO0687'METAL WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE AZ MK WAS NOT
 DO0687'OBSERVED AT THIS TIME DUE TO FARM EQUIPMENT PARKED ON LINE.
 DO0687
 DO0687                          STATION RECOVERY (2001)
 DO0687
 DO0687'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1306 ***********************************************************************
 AH1306  DESIGNATION -  WINDMILL
 AH1306  PID         -  AH1306
 AH1306  STATE/COUNTY-  TX/KLEBERG
 AH1306  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH1306
 AH1306                         *CURRENT SURVEY CONTROL
 AH1306  ___________________________________________________________________
 AH1306* NAD 83(1993)-  27 33 08.61095(N)    097 23 14.44435(W)     ADJUSTED  
 AH1306* NAVD 88     -                                                        
 AH1306  ___________________________________________________________________
 AH1306  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1306  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AH1306
 AH1306  HORZ ORDER  -  THIRD
 AH1306
 AH1306.The horizontal coordinates were established by classical geodetic methods
 AH1306.and adjusted by the National Geodetic Survey in February 1996..
 AH1306
 AH1306
 AH1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1306
 AH1306.The geoid height was determined by GEOID03.
 AH1306
 AH1306;                    North         East     Units Scale Factor Converg.
 AH1306;SPC TX S     - 5,209,410.200   409,883.734   MT  0.99994092   +0 30 18.5
 AH1306;SPC TX S     -17,091,206.63  1,344,760.22   sFT  0.99994092   +0 30 18.5
 AH1306;UTM  14      - 3,048,656.800   659,222.708   MT  0.99991294   +0 44 46.0
 AH1306
 AH1306                          SUPERSEDED SURVEY CONTROL
 AH1306
 AH1306  NAD 83(1986)-  27 33 08.62266(N)    097 23 14.41929(W) AD(       ) 4
 AH1306  NAD 27      -  27 33 07.47000(N)    097 23 13.41000(W) AD(       ) 3
 AH1306
 AH1306.Superseded values are not recommended for survey control.
 AH1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1306.See file dsdata.txt to determine how the superseded data were derived.
 AH1306
 AH1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5922348657(NAD 83)
 AH1306_MARKER: 66 = WINDMILL
 AH1306
 AH1306  HISTORY     - Date     Condition        Report By
 AH1306  HISTORY     - 1912     FIRST OBSERVED   CGS
 AH1306
 AH1306                          STATION DESCRIPTION
 AH1306
 AH1306'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0740 ***********************************************************************
 AO0740  DESIGNATION -  WINDMILL
 AO0740  PID         -  AO0740
 AO0740  STATE/COUNTY-  TX/DIMMIT
 AO0740  USGS QUAD   -  DENTONIO (1984)
 AO0740
 AO0740                         *CURRENT SURVEY CONTROL
 AO0740  ___________________________________________________________________
 AO0740* NAD 83(1993)-  28 21 29.11219(N)    099 58 54.75805(W)     ADJUSTED  
 AO0740* NAVD 88     -                                                        
 AO0740  ___________________________________________________________________
 AO0740  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AO0740  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AO0740
 AO0740  HORZ ORDER  -  THIRD
 AO0740
 AO0740.The horizontal coordinates were established by classical geodetic methods
 AO0740.and adjusted by the National Geodetic Survey in February 1996..
 AO0740
 AO0740
 AO0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0740
 AO0740.The geoid height was determined by GEOID03.
 AO0740
 AO0740;                    North         East     Units Scale Factor Converg.
 AO0740;SPC TXSC     - 4,058,563.492   503,742.290   MT  1.00000734   -0 28 51.7
 AO0740;SPC TXSC     -13,315,470.39  1,652,694.50   sFT  1.00000734   -0 28 51.7
 AO0740;SPC TX S     - 5,299,068.647   154,702.388   MT  1.00017498   -0 40 22.0
 AO0740;SPC TX S     -17,385,361.05    507,552.75   sFT  1.00017498   -0 40 22.0
 AO0740;UTM  14      - 3,137,262.144   403,777.766   MT  0.99971427   -0 27 59.1
 AO0740
 AO0740                          SUPERSEDED SURVEY CONTROL
 AO0740
 AO0740  NAD 83(1986)-  28 21 29.10847(N)    099 58 54.73484(W) AD(       ) 4
 AO0740  NAD 27      -  28 21 28.13600(N)    099 58 53.50500(W) AD(       ) 3
 AO0740
 AO0740.Superseded values are not recommended for survey control.
 AO0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0740.See file dsdata.txt to determine how the superseded data were derived.
 AO0740
 AO0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0377837262(NAD 83)
 AO0740_MARKER: 66 = WINDMILL
 AO0740
 AO0740  HISTORY     - Date     Condition        Report By
 AO0740  HISTORY     - 1918     FIRST OBSERVED   CGS
 AO0740
 AO0740                          STATION DESCRIPTION
 AO0740
 AO0740'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0223 ***********************************************************************
 AP0223  DESIGNATION -  WINDMILL
 AP0223  PID         -  AP0223
 AP0223  STATE/COUNTY-  TX/MAVERICK
 AP0223  USGS QUAD   -  INDIO TANK (1982)
 AP0223
 AP0223                         *CURRENT SURVEY CONTROL
 AP0223  ___________________________________________________________________
 AP0223* NAD 83(1993)-  28 23 27.54610(N)    100 08 55.62814(W)     ADJUSTED  
 AP0223* NAVD 88     -                                                        
 AP0223  ___________________________________________________________________
 AP0223  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AP0223  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AP0223
 AP0223  HORZ ORDER  -  THIRD
 AP0223
 AP0223.The horizontal coordinates were established by classical geodetic methods
 AP0223.and adjusted by the National Geodetic Survey in February 1996..
 AP0223
 AP0223
 AP0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0223
 AP0223.The geoid height was determined by GEOID03.
 AP0223
 AP0223;                    North         East     Units Scale Factor Converg.
 AP0223;SPC TXSC     - 4,062,358.349   487,415.837   MT  0.99999781   -0 33 46.1
 AP0223;SPC TXSC     -13,327,920.68  1,599,130.13   sFT  0.99999781   -0 33 46.1
 AP0223;UTM  14      - 3,141,051.545   387,454.653   MT  0.99975632   -0 32 46.6
 AP0223
 AP0223                          SUPERSEDED SURVEY CONTROL
 AP0223
 AP0223  NAD 83(1986)-  28 23 27.54223(N)    100 08 55.60510(W) AD(       ) 4
 AP0223  NAD 27      -  28 23 26.58500(N)    100 08 54.37200(W) AD(       ) 3
 AP0223
 AP0223.Superseded values are not recommended for survey control.
 AP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0223.See file dsdata.txt to determine how the superseded data were derived.
 AP0223
 AP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS8745541052(NAD 83)
 AP0223_MARKER: 66 = WINDMILL
 AP0223
 AP0223  HISTORY     - Date     Condition        Report By
 AP0223  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0223
 AP0223                          STATION DESCRIPTION
 AP0223
 AP0223'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0634 ***********************************************************************
 AZ0634  DESIGNATION -  WINDMILL
 AZ0634  PID         -  AZ0634
 AZ0634  STATE/COUNTY-  TX/KINNEY
 AZ0634  USGS QUAD   -  TEQUESQUITE SPRING (1978)
 AZ0634
 AZ0634                         *CURRENT SURVEY CONTROL
 AZ0634  ___________________________________________________________________
 AZ0634* NAD 83(1993)-  29 06 51.88017(N)    100 37 13.35747(W)     ADJUSTED  
 AZ0634* NAVD 88     -                                                        
 AZ0634  ___________________________________________________________________
 AZ0634  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AZ0634  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 AZ0634
 AZ0634  HORZ ORDER  -  THIRD
 AZ0634
 AZ0634.The horizontal coordinates were established by classical geodetic methods
 AZ0634.and adjusted by the National Geodetic Survey in February 1996..
 AZ0634
 AZ0634
 AZ0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0634
 AZ0634.The geoid height was determined by GEOID03.
 AZ0634
 AZ0634;                    North         East     Units Scale Factor Converg.
 AZ0634;SPC TXSC     - 4,143,070.037   442,311.860   MT  0.99987060   -0 47 37.8
 AZ0634;SPC TXSC     -13,592,722.28  1,451,151.49   sFT  0.99987060   -0 47 37.8
 AZ0634;UTM  14      - 3,221,746.415   342,338.345   MT  0.99990674   -0 47 18.8
 AZ0634
 AZ0634                          SUPERSEDED SURVEY CONTROL
 AZ0634
 AZ0634  NAD 83(1986)-  29 06 51.87361(N)    100 37 13.33626(W) AD(       ) 4
 AZ0634  NAD 27      -  29 06 51.01300(N)    100 37 12.03800(W) AD(       ) 3
 AZ0634
 AZ0634.Superseded values are not recommended for survey control.
 AZ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0634.See file dsdata.txt to determine how the superseded data were derived.
 AZ0634
 AZ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT4233821746(NAD 83)
 AZ0634_MARKER: 66 = WINDMILL
 AZ0634
 AZ0634  HISTORY     - Date     Condition        Report By
 AZ0634  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0634
 AZ0634                          STATION DESCRIPTION
 AZ0634
 AZ0634'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0473 ***********************************************************************
 BO0473  DESIGNATION -  WINDMILL 1 1/2 MI NW HARRISON
 BO0473  PID         -  BO0473
 BO0473  STATE/COUNTY-  TX/VAL VERDE
 BO0473  USGS QUAD   -  ROBINSON DRAW (1973)
 BO0473
 BO0473                         *CURRENT SURVEY CONTROL
 BO0473  ___________________________________________________________________
 BO0473* NAD 83(1993)-  30 00 18.12893(N)    100 52 23.88959(W)     ADJUSTED  
 BO0473* NAVD 88     -                                                        
 BO0473  ___________________________________________________________________
 BO0473  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 BO0473  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 BO0473
 BO0473  HORZ ORDER  -  THIRD
 BO0473
 BO0473.The horizontal coordinates were established by classical geodetic methods
 BO0473.and adjusted by the National Geodetic Survey in February 1996..
 BO0473
 BO0473
 BO0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0473
 BO0473.The geoid height was determined by GEOID03.
 BO0473
 BO0473;                    North         East     Units Scale Factor Converg.
 BO0473;SPC TXSC     - 4,242,134.611   419,281.238   MT  0.99993145   -0 55 03.9
 BO0473;SPC TXSC     -13,917,736.64  1,375,591.86   sFT  0.99993145   -0 55 03.9
 BO0473;UTM  14      - 3,320,820.789   319,317.206   MT  1.00000279   -0 56 13.4
 BO0473
 BO0473                          SUPERSEDED SURVEY CONTROL
 BO0473
 BO0473  NAD 83(1986)-  30 00 18.12150(N)    100 52 23.87917(W) AD(       ) 4
 BO0473  NAD 27      -  30 00 17.38000(N)    100 52 22.50000(W) AD(       ) 3
 BO0473
 BO0473.Superseded values are not recommended for survey control.
 BO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0473.See file dsdata.txt to determine how the superseded data were derived.
 BO0473
 BO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU1931720821(NAD 83)
 BO0473_MARKER: 66 = WINDMILL
 BO0473
 BO0473  HISTORY     - Date     Condition        Report By
 BO0473  HISTORY     - 1943     FIRST OBSERVED   CGS
 BO0473
 BO0473                          STATION DESCRIPTION
 BO0473
 BO0473'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0771 ***********************************************************************
 CC0771  DESIGNATION -  WINDMILL 2 MI S OF STA DUBLIN
 CC0771  PID         -  CC0771
 CC0771  STATE/COUNTY-  TX/ECTOR
 CC0771  USGS QUAD   -  RED LAKES (1964)
 CC0771
 CC0771                         *CURRENT SURVEY CONTROL
 CC0771  ___________________________________________________________________
 CC0771* NAD 83(1993)-  31 50 10.91598(N)    102 38 23.05169(W)     ADJUSTED  
 CC0771* NAVD 88     -                                                        
 CC0771  ___________________________________________________________________
 CC0771  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CC0771  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CC0771
 CC0771  HORZ ORDER  -  THIRD
 CC0771
 CC0771.The horizontal coordinates were established by classical geodetic methods
 CC0771.and adjusted by the National Geodetic Survey in February 1996..
 CC0771
 CC0771
 CC0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0771
 CC0771.The geoid height was determined by GEOID03.
 CC0771
 CC0771;                    North         East     Units Scale Factor Converg.
 CC0771;SPC TX C     - 3,242,795.540   481,692.864   MT  0.99998772   -1 11 16.6
 CC0771;SPC TX C     -10,639,071.70  1,580,354.00   sFT  0.99998772   -1 11 16.6
 CC0771;UTM  13      - 3,524,725.948   723,362.754   MT  1.00021534   +1 14 44.0
 CC0771
 CC0771                          SUPERSEDED SURVEY CONTROL
 CC0771
 CC0771  NAD 83(1993)-  31 50 10.91899(N)    102 38 23.04371(W) AD(       ) 4
 CC0771  NAD 83(1986)-  31 50 10.91899(N)    102 38 23.04205(W) AD(       ) 4
 CC0771  NAD 27      -  31 50 10.47000(N)    102 38 21.51200(W) AD(       ) 3
 CC0771
 CC0771.Superseded values are not recommended for survey control.
 CC0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0771.See file dsdata.txt to determine how the superseded data were derived.
 CC0771
 CC0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR2336324726(NAD 83)
 CC0771_MARKER: 66 = WINDMILL
 CC0771
 CC0771  HISTORY     - Date     Condition        Report By
 CC0771  HISTORY     - 1909     FIRST OBSERVED   CGS
 CC0771
 CC0771                          STATION DESCRIPTION
 CC0771
 CC0771'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1650 ***********************************************************************
 AE1650  DESIGNATION -  WINDMILL A
 AE1650  PID         -  AE1650
 AE1650  STATE/COUNTY-  TX/STARR
 AE1650  USGS QUAD   -  SALINENO (1980)
 AE1650
 AE1650                         *CURRENT SURVEY CONTROL
 AE1650  ___________________________________________________________________
 AE1650* NAD 83(1993)-  26 37 18.67228(N)    099 04 13.80746(W)     ADJUSTED  
 AE1650* NAVD 88     -                                                        
 AE1650  ___________________________________________________________________
 AE1650  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 AE1650  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AE1650
 AE1650  HORZ ORDER  -  THIRD
 AE1650
 AE1650.The horizontal coordinates were established by classical geodetic methods
 AE1650.and adjusted by the National Geodetic Survey in February 1996..
 AE1650
 AE1650
 AE1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1650
 AE1650.The geoid height was determined by GEOID03.
 AE1650
 AE1650;                    North         East     Units Scale Factor Converg.
 AE1650;SPC TX S     - 5,105,955.572   243,191.640   MT  0.99991655   -0 15 32.4
 AE1650;SPC TX S     -16,751,789.24    797,871.24   sFT  0.99991655   -0 15 32.4
 AE1650;UTM  14      - 2,944,555.085   492,981.878   MT  0.99960061   -0 01 53.7
 AE1650
 AE1650                          SUPERSEDED SURVEY CONTROL
 AE1650
 AE1650  NAD 83(1986)-  26 37 18.67541(N)    099 04 13.76866(W) AD(       ) 4
 AE1650  NAD 27      -  26 37 17.48000(N)    099 04 12.65000(W) AD(       ) 3
 AE1650
 AE1650.Superseded values are not recommended for survey control.
 AE1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1650.See file dsdata.txt to determine how the superseded data were derived.
 AE1650
 AE1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9298244555(NAD 83)
 AE1650_MARKER: 66 = WINDMILL
 AE1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1650+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 AE1650
 AE1650  HISTORY     - Date     Condition        Report By
 AE1650  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1650  HISTORY     - 20030501 GOOD             USPSQD
 AE1650
 AE1650                          STATION DESCRIPTION
 AE1650
 AE1650'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2298 ***********************************************************************
 AN2298  DESIGNATION -  WINDMILL A SWAN POINT
 AN2298  PID         -  AN2298
 AN2298  STATE/COUNTY-  TX/CALHOUN
 AN2298  USGS QUAD   -  SEADRIFT (1973)
 AN2298
 AN2298                         *CURRENT SURVEY CONTROL
 AN2298  ___________________________________________________________________
 AN2298* NAD 83(1993)-  28 22 46.06521(N)    096 40 46.28333(W)     ADJUSTED  
 AN2298* NAVD 88     -                                                        
 AN2298  ___________________________________________________________________
 AN2298  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AN2298  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN2298
 AN2298  HORZ ORDER  -  THIRD
 AN2298
 AN2298.The horizontal coordinates were established by classical geodetic methods
 AN2298.and adjusted by the National Geodetic Survey in February 1996..
 AN2298
 AN2298
 AN2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2298
 AN2298.The geoid height was determined by GEOID03.
 AN2298
 AN2298;                    North         East     Units Scale Factor Converg.
 AN2298;SPC TXSC     - 4,062,784.730   827,427.216   MT  1.00000111   +1 08 12.6
 AN2298;SPC TXSC     -13,329,319.57  2,714,650.79   sFT  1.00000111   +1 08 12.6
 AN2298;UTM  14      - 3,141,427.899   727,385.229   MT  1.00023816   +1 06 12.3
 AN2298
 AN2298                          SUPERSEDED SURVEY CONTROL
 AN2298
 AN2298  NAD 83(1986)-  28 22 46.07550(N)    096 40 46.26517(W) AD(       ) 4
 AN2298  NAD 27      -  28 22 45.06000(N)    096 40 45.33000(W) AD(       ) 3
 AN2298
 AN2298.Superseded values are not recommended for survey control.
 AN2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2298.See file dsdata.txt to determine how the superseded data were derived.
 AN2298
 AN2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2738541428(NAD 83)
 AN2298_MARKER: 66 = WINDMILL
 AN2298
 AN2298  HISTORY     - Date     Condition        Report By
 AN2298  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2298
 AN2298                          STATION DESCRIPTION
 AN2298
 AN2298'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2291 ***********************************************************************
 AN2291  DESIGNATION -  WINDMILL B MOSQUITO POINT
 AN2291  PID         -  AN2291
 AN2291  STATE/COUNTY-  TX/CALHOUN
 AN2291  USGS QUAD   -  MOSQUITO POINT (1973)
 AN2291
 AN2291                         *CURRENT SURVEY CONTROL
 AN2291  ___________________________________________________________________
 AN2291* NAD 83(1993)-  28 21 22.61152(N)    096 41 39.37604(W)     ADJUSTED  
 AN2291* NAVD 88     -                                                        
 AN2291  ___________________________________________________________________
 AN2291  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AN2291  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN2291
 AN2291  HORZ ORDER  -  THIRD
 AN2291
 AN2291.The horizontal coordinates were established by classical geodetic methods
 AN2291.and adjusted by the National Geodetic Survey in February 1996..
 AN2291
 AN2291
 AN2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2291
 AN2291.The geoid height was determined by GEOID03.
 AN2291
 AN2291;                    North         East     Units Scale Factor Converg.
 AN2291;SPC TXSC     - 4,060,187.522   826,032.620   MT  1.00000787   +1 07 46.6
 AN2291;SPC TXSC     -13,320,798.56  2,710,075.35   sFT  1.00000787   +1 07 46.6
 AN2291;UTM  14      - 3,138,830.915   725,988.784   MT  1.00023035   +1 05 44.1
 AN2291
 AN2291                          SUPERSEDED SURVEY CONTROL
 AN2291
 AN2291  NAD 83(1986)-  28 21 22.62139(N)    096 41 39.35801(W) AD(       ) 4
 AN2291  NAD 27      -  28 21 21.61000(N)    096 41 38.42000(W) AD(       ) 3
 AN2291
 AN2291.Superseded values are not recommended for survey control.
 AN2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2291.See file dsdata.txt to determine how the superseded data were derived.
 AN2291
 AN2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2598938831(NAD 83)
 AN2291_MARKER: 66 = WINDMILL
 AN2291
 AN2291  HISTORY     - Date     Condition        Report By
 AN2291  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2291  HISTORY     - 1947     GOOD             CGS
 AN2291  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2291
 AN2291                          STATION DESCRIPTION
 AN2291
 AN2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2291'STATION IS LOCATED ABOUT 4 MILES SSE OF SEADRIFT, ON MOSQUITO
 AN2291'POINT.  IT IS IN OPEN GRAZING LAND ABOUT 1.0 MILE NE OF THE
 AN2291'TIP OF MOSQUITO POINT.  IT IS 9.5 METERS FROM THE CENTER
 AN2291'OF THE MOST N OF TWO CONCRETE WATERING TANKS.
 AN2291'
 AN2291'STATION IS A GALVANIZED-STEEL SKELETON WITH A WINDMILL ON
 AN2291'TOP ABOUT 20 FEET HIGH.
 AN2291'
 AN2291'THIS STATION WAS PROBABLY AN INTERSECTION STATION, NEVER
 AN2291'VISITED, AND RECOVERY WAS MADE ENTIRELY FROM ITS LOCATION
 AN2291'ON PLANIMETRIC SHEET T-5399.  IT IS IDENTIFIED ON PHOTO
 AN2291'18292 FOR VERIFICATION.
 AN2291
 AN2291                          STATION RECOVERY (1998)
 AN2291
 AN2291'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1424 ***********************************************************************
 AJ1424  DESIGNATION -  WINDMILL E OF N OF FIELDINGS
 AJ1424  PID         -  AJ1424
 AJ1424  STATE/COUNTY-  TX/WEBB
 AJ1424  USGS QUAD   -  CUERVO CREEK (1965)
 AJ1424
 AJ1424                         *CURRENT SURVEY CONTROL
 AJ1424  ___________________________________________________________________
 AJ1424* NAD 83(1993)-  27 43 23.69903(N)    099 34 50.05526(W)     ADJUSTED  
 AJ1424* NAVD 88     -                                                        
 AJ1424  ___________________________________________________________________
 AJ1424  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AJ1424  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AJ1424
 AJ1424  HORZ ORDER  -  THIRD
 AJ1424
 AJ1424.The horizontal coordinates were established by classical geodetic methods
 AJ1424.and adjusted by the National Geodetic Survey in February 1996..
 AJ1424
 AJ1424
 AJ1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1424
 AJ1424.The geoid height was determined by GEOID03.
 AJ1424
 AJ1424;                    North         East     Units Scale Factor Converg.
 AJ1424;SPC TX S     - 5,228,314.528   193,446.795   MT  0.99997398   -0 29 26.1
 AJ1424;SPC TX S     -17,153,228.58    634,666.69   sFT  0.99997398   -0 29 26.1
 AJ1424;UTM  14      - 3,066,680.828   442,771.072   MT  0.99964042   -0 16 12.3
 AJ1424
 AJ1424                          SUPERSEDED SURVEY CONTROL
 AJ1424
 AJ1424  NAD 83(1986)-  27 43 23.69514(N)    099 34 50.02967(W) AD(       ) 4
 AJ1424  NAD 27      -  27 43 22.65000(N)    099 34 48.88000(W) AD(       ) 3
 AJ1424
 AJ1424.Superseded values are not recommended for survey control.
 AJ1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1424.See file dsdata.txt to determine how the superseded data were derived.
 AJ1424
 AJ1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4277166681(NAD 83)
 AJ1424_MARKER: 66 = WINDMILL
 AJ1424
 AJ1424  HISTORY     - Date     Condition        Report By
 AJ1424  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1424
 AJ1424                          STATION DESCRIPTION
 AJ1424
 AJ1424'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1383 ***********************************************************************
 AJ1383  DESIGNATION -  WINDMILL EAST OF STATION ORVIL
 AJ1383  PID         -  AJ1383
 AJ1383  STATE/COUNTY-  TX/WEBB
 AJ1383  USGS QUAD   -  ORVIL (1980)
 AJ1383
 AJ1383                         *CURRENT SURVEY CONTROL
 AJ1383  ___________________________________________________________________
 AJ1383* NAD 83(1993)-  27 38 50.32603(N)    099 27 29.07952(W)     ADJUSTED  
 AJ1383* NAVD 88     -                                                        
 AJ1383  ___________________________________________________________________
 AJ1383  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 AJ1383  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AJ1383
 AJ1383  HORZ ORDER  -  THIRD
 AJ1383
 AJ1383.The horizontal coordinates were established by classical geodetic methods
 AJ1383.and adjusted by the National Geodetic Survey in February 1996..
 AJ1383
 AJ1383
 AJ1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1383
 AJ1383.The geoid height was determined by GEOID03.
 AJ1383
 AJ1383;                    North         East     Units Scale Factor Converg.
 AJ1383;SPC TX S     - 5,219,802.589   205,461.513   MT  0.99995819   -0 26 05.9
 AJ1383;SPC TX S     -17,125,302.33    674,084.98   sFT  0.99995819   -0 26 05.9
 AJ1383;UTM  14      - 3,058,218.218   454,814.586   MT  0.99962520   -0 12 45.2
 AJ1383
 AJ1383                          SUPERSEDED SURVEY CONTROL
 AJ1383
 AJ1383  NAD 83(1986)-  27 38 50.32295(N)    099 27 29.05386(W) AD(       ) 4
 AJ1383  NAD 27      -  27 38 49.27200(N)    099 27 27.91400(W) AD(       ) 3
 AJ1383
 AJ1383.Superseded values are not recommended for survey control.
 AJ1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1383.See file dsdata.txt to determine how the superseded data were derived.
 AJ1383
 AJ1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5481558218(NAD 83)
 AJ1383_MARKER: 66 = WINDMILL
 AJ1383
 AJ1383  HISTORY     - Date     Condition        Report By
 AJ1383  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1383
 AJ1383                          STATION DESCRIPTION
 AJ1383
 AJ1383'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0487 ***********************************************************************
 BO0487  DESIGNATION -  WINDMILL EAST OF TWO
 BO0487  PID         -  BO0487
 BO0487  STATE/COUNTY-  TX/SUTTON
 BO0487  USGS QUAD   -  SONORA (1982)
 BO0487
 BO0487                         *CURRENT SURVEY CONTROL
 BO0487  ___________________________________________________________________
 BO0487* NAD 83(1993)-  30 37 29.45284(N)    100 41 33.80639(W)     ADJUSTED  
 BO0487* NAVD 88     -                                                        
 BO0487  ___________________________________________________________________
 BO0487  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 BO0487  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 BO0487
 BO0487  HORZ ORDER  -  THIRD
 BO0487
 BO0487.The horizontal coordinates were established by classical geodetic methods
 BO0487.and adjusted by the National Geodetic Survey in February 1996..
 BO0487
 BO0487
 BO0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0487
 BO0487.The geoid height was determined by GEOID03.
 BO0487
 BO0487;                    North         East     Units Scale Factor Converg.
 BO0487;SPC TX C     - 3,106,275.177   665,546.422   MT  0.99990320   -0 11 06.4
 BO0487;SPC TX C     -10,191,171.14  2,183,546.89   sFT  0.99990320   -0 11 06.4
 BO0487;UTM  14      - 3,389,247.938   337,761.712   MT  0.99992471   -0 51 45.0
 BO0487
 BO0487                          SUPERSEDED SURVEY CONTROL
 BO0487
 BO0487  NAD 83(1986)-  30 37 29.45363(N)    100 41 33.79226(W) AD(       ) 4
 BO0487  NAD 27      -  30 37 28.81200(N)    100 41 32.44500(W) AD(       ) 3
 BO0487
 BO0487.Superseded values are not recommended for survey control.
 BO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0487.See file dsdata.txt to determine how the superseded data were derived.
 BO0487
 BO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3776289248(NAD 83)
 BO0487_MARKER: 66 = WINDMILL
 BO0487
 BO0487  HISTORY     - Date     Condition        Report By
 BO0487  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0487
 BO0487                          STATION DESCRIPTION
 BO0487
 BO0487'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0665 ***********************************************************************
 AZ0665  DESIGNATION -  WINDMILL N OF STA MOORE
 AZ0665  PID         -  AZ0665
 AZ0665  STATE/COUNTY-  TX/VAL VERDE
 AZ0665  USGS QUAD   -  ROUGH CANYON SE (1972)
 AZ0665
 AZ0665                         *CURRENT SURVEY CONTROL
 AZ0665  ___________________________________________________________________
 AZ0665* NAD 83(1993)-  29 31 12.05121(N)    100 48 42.03652(W)     ADJUSTED  
 AZ0665* NAVD 88     -                                                        
 AZ0665  ___________________________________________________________________
 AZ0665  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AZ0665  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AZ0665
 AZ0665  HORZ ORDER  -  THIRD
 AZ0665
 AZ0665.The horizontal coordinates were established by classical geodetic methods
 AZ0665.and adjusted by the National Geodetic Survey in February 1996..
 AZ0665
 AZ0665
 AZ0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0665
 AZ0665.The geoid height was determined by GEOID03.
 AZ0665
 AZ0665;                    North         East     Units Scale Factor Converg.
 AZ0665;SPC TXSC     - 4,188,289.207   424,393.112   MT  0.99986844   -0 53 15.2
 AZ0665;SPC TXSC     -13,741,078.84  1,392,363.07   sFT  0.99986844   -0 53 15.2
 AZ0665;UTM  14      - 3,266,969.039   324,418.074   MT  0.99998041   -0 53 34.4
 AZ0665
 AZ0665                          SUPERSEDED SURVEY CONTROL
 AZ0665
 AZ0665  NAD 83(1986)-  29 31 12.04178(N)    100 48 42.01861(W) AD(       ) 4
 AZ0665  NAD 27      -  29 31 11.23300(N)    100 48 40.67500(W) AD(       ) 3
 AZ0665
 AZ0665.Superseded values are not recommended for survey control.
 AZ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0665.See file dsdata.txt to determine how the superseded data were derived.
 AZ0665
 AZ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT2441866969(NAD 83)
 AZ0665_MARKER: 66 = WINDMILL
 AZ0665
 AZ0665  HISTORY     - Date     Condition        Report By
 AZ0665  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0665
 AZ0665                          STATION DESCRIPTION
 AZ0665
 AZ0665'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1417 ***********************************************************************
 AJ1417  DESIGNATION -  WINDMILL NE OF MARGARITA RANCH
 AJ1417  PID         -  AJ1417
 AJ1417  STATE/COUNTY-  TX/WEBB
 AJ1417  USGS QUAD   -  NIDO RANCH (1965)
 AJ1417
 AJ1417                         *CURRENT SURVEY CONTROL
 AJ1417  ___________________________________________________________________
 AJ1417* NAD 83(1993)-  27 47 55.90611(N)    099 31 08.74822(W)     ADJUSTED  
 AJ1417* NAVD 88     -                                                        
 AJ1417  ___________________________________________________________________
 AJ1417  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AJ1417  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AJ1417
 AJ1417  HORZ ORDER  -  THIRD
 AJ1417
 AJ1417.The horizontal coordinates were established by classical geodetic methods
 AJ1417.and adjusted by the National Geodetic Survey in February 1996..
 AJ1417
 AJ1417
 AJ1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1417
 AJ1417.The geoid height was determined by GEOID03.
 AJ1417
 AJ1417;                    North         East     Units Scale Factor Converg.
 AJ1417;SPC TX S     - 5,236,642.790   199,576.182   MT  0.99999146   -0 27 45.6
 AJ1417;SPC TX S     -17,180,552.22    654,776.19   sFT  0.99999146   -0 27 45.6
 AJ1417;UTM  14      - 3,075,029.728   448,866.247   MT  0.99963227   -0 14 31.5
 AJ1417
 AJ1417                          SUPERSEDED SURVEY CONTROL
 AJ1417
 AJ1417  NAD 83(1986)-  27 47 55.90226(N)    099 31 08.72322(W) AD(       ) 4
 AJ1417  NAD 27      -  27 47 54.87000(N)    099 31 07.58000(W) AD(       ) 3
 AJ1417
 AJ1417.Superseded values are not recommended for survey control.
 AJ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1417.See file dsdata.txt to determine how the superseded data were derived.
 AJ1417
 AJ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4886675030(NAD 83)
 AJ1417_MARKER: 66 = WINDMILL
 AJ1417
 AJ1417  HISTORY     - Date     Condition        Report By
 AJ1417  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1417
 AJ1417                          STATION DESCRIPTION
 AJ1417
 AJ1417'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1381 ***********************************************************************
 AJ1381  DESIGNATION -  WINDMILL NE OF STA ORVIL
 AJ1381  PID         -  AJ1381
 AJ1381  STATE/COUNTY-  TX/WEBB
 AJ1381  USGS QUAD   -  ORVIL (1980)
 AJ1381
 AJ1381                         *CURRENT SURVEY CONTROL
 AJ1381  ___________________________________________________________________
 AJ1381* NAD 83(1993)-  27 41 46.28842(N)    099 27 19.68334(W)     ADJUSTED  
 AJ1381* NAVD 88     -                                                        
 AJ1381  ___________________________________________________________________
 AJ1381  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AJ1381  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AJ1381
 AJ1381  HORZ ORDER  -  THIRD
 AJ1381
 AJ1381.The horizontal coordinates were established by classical geodetic methods
 AJ1381.and adjusted by the National Geodetic Survey in February 1996..
 AJ1381
 AJ1381
 AJ1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1381
 AJ1381.The geoid height was determined by GEOID03.
 AJ1381
 AJ1381;                    North         East     Units Scale Factor Converg.
 AJ1381;SPC TX S     - 5,225,216.706   205,760.062   MT  0.99996815   -0 26 01.6
 AJ1381;SPC TX S     -17,143,065.14    675,064.47   sFT  0.99996815   -0 26 01.6
 AJ1381;UTM  14      - 3,063,631.622   455,092.037   MT  0.99962489   -0 12 42.1
 AJ1381
 AJ1381                          SUPERSEDED SURVEY CONTROL
 AJ1381
 AJ1381  NAD 83(1986)-  27 41 46.28522(N)    099 27 19.65796(W) AD(       ) 4
 AJ1381  NAD 27      -  27 41 45.24000(N)    099 27 18.51900(W) AD(       ) 3
 AJ1381
 AJ1381.Superseded values are not recommended for survey control.
 AJ1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1381.See file dsdata.txt to determine how the superseded data were derived.
 AJ1381
 AJ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5509263632(NAD 83)
 AJ1381_MARKER: 66 = WINDMILL
 AJ1381
 AJ1381  HISTORY     - Date     Condition        Report By
 AJ1381  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1381  HISTORY     - 1944     GOOD             CGS
 AJ1381
 AJ1381                          STATION DESCRIPTION
 AJ1381
 AJ1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AJ1381'STATION IS LOCATED AT MILO, A SIDING ON THE INT. GREAT NORTHERN
 AJ1381'RAILROAD, ABOUT 15 MILES N OF LAREDO.
 AJ1381'
 AJ1381'THE STATION IS LOCATED ABOUT 100 YARDS E OF U.S. HIGHWAY 83,
 AJ1381'100 FEET E OF A DEEP MINING PIT, AND 100 FEET W OF THE RAILROAD
 AJ1381'TRACKS.  AN OLD HOUSE IS DIRECTLY OPPOSITE THE STATION AND
 AJ1381'ON THE W SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1422 ***********************************************************************
 AJ1422  DESIGNATION -  WINDMILL NE OF STA FIELDINGS
 AJ1422  PID         -  AJ1422
 AJ1422  STATE/COUNTY-  TX/WEBB
 AJ1422  USGS QUAD   -  CUERVO CREEK (1965)
 AJ1422
 AJ1422                         *CURRENT SURVEY CONTROL
 AJ1422  ___________________________________________________________________
 AJ1422* NAD 83(1993)-  27 41 40.42388(N)    099 33 42.02267(W)     ADJUSTED  
 AJ1422* NAVD 88     -                                                        
 AJ1422  ___________________________________________________________________
 AJ1422  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AJ1422  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ1422
 AJ1422  HORZ ORDER  -  THIRD
 AJ1422
 AJ1422.The horizontal coordinates were established by classical geodetic methods
 AJ1422.and adjusted by the National Geodetic Survey in February 1996..
 AJ1422
 AJ1422
 AJ1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1422
 AJ1422.The geoid height was determined by GEOID03.
 AJ1422
 AJ1422;                    North         East     Units Scale Factor Converg.
 AJ1422;SPC TX S     - 5,225,119.913   195,283.501   MT  0.99996781   -0 28 55.2
 AJ1422;SPC TX S     -17,142,747.58    640,692.62   sFT  0.99996781   -0 28 55.2
 AJ1422;UTM  14      - 3,063,494.370   444,619.458   MT  0.99963786   -0 15 39.8
 AJ1422
 AJ1422                          SUPERSEDED SURVEY CONTROL
 AJ1422
 AJ1422  NAD 83(1986)-  27 41 40.42029(N)    099 33 41.99709(W) AD(       ) 4
 AJ1422  NAD 27      -  27 41 39.37000(N)    099 33 40.85000(W) AD(       ) 3
 AJ1422
 AJ1422.Superseded values are not recommended for survey control.
 AJ1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1422.See file dsdata.txt to determine how the superseded data were derived.
 AJ1422
 AJ1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4461963494(NAD 83)
 AJ1422_MARKER: 66 = WINDMILL
 AJ1422
 AJ1422  HISTORY     - Date     Condition        Report By
 AJ1422  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1422
 AJ1422                          STATION DESCRIPTION
 AJ1422
 AJ1422'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0230 ***********************************************************************
 AP0230  DESIGNATION -  WINDMILL NE OF STA NINE
 AP0230  PID         -  AP0230
 AP0230  STATE/COUNTY-  TX/MAVERICK
 AP0230  USGS QUAD   -  QUEMADO SE (1974)
 AP0230
 AP0230                         *CURRENT SURVEY CONTROL
 AP0230  ___________________________________________________________________
 AP0230* NAD 83(1993)-  28 50 47.60779(N)    100 30 52.15698(W)     ADJUSTED  
 AP0230* NAVD 88     -                                                        
 AP0230  ___________________________________________________________________
 AP0230  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AP0230  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AP0230
 AP0230  HORZ ORDER  -  THIRD
 AP0230
 AP0230.The horizontal coordinates were established by classical geodetic methods
 AP0230.and adjusted by the National Geodetic Survey in February 1996..
 AP0230
 AP0230
 AP0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0230
 AP0230.The geoid height was determined by GEOID03.
 AP0230
 AP0230;                    North         East     Units Scale Factor Converg.
 AP0230;SPC TXSC     - 4,113,250.232   452,231.537   MT  0.99989931   -0 44 31.1
 AP0230;SPC TXSC     -13,494,888.47  1,483,696.30   sFT  0.99989931   -0 44 31.1
 AP0230;UTM  14      - 3,191,927.904   352,262.379   MT  0.99986935   -0 43 51.0
 AP0230
 AP0230                          SUPERSEDED SURVEY CONTROL
 AP0230
 AP0230  NAD 83(1986)-  28 50 47.60246(N)    100 30 52.13499(W) AD(       ) 4
 AP0230  NAD 27      -  28 50 46.70000(N)    100 30 50.86000(W) AD(       ) 3
 AP0230
 AP0230.Superseded values are not recommended for survey control.
 AP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0230.See file dsdata.txt to determine how the superseded data were derived.
 AP0230
 AP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5226291928(NAD 83)
 AP0230_MARKER: 66 = WINDMILL
 AP0230
 AP0230  HISTORY     - Date     Condition        Report By
 AP0230  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0230
 AP0230                          STATION DESCRIPTION
 AP0230
 AP0230'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0643 ***********************************************************************
 AZ0643  DESIGNATION -  WINDMILL NE OF STA JOHNSTONE
 AZ0643  PID         -  AZ0643
 AZ0643  STATE/COUNTY-  TX/VAL VERDE
 AZ0643  USGS QUAD   -  DEL RIO NE (1972)
 AZ0643
 AZ0643                         *CURRENT SURVEY CONTROL
 AZ0643  ___________________________________________________________________
 AZ0643* NAD 83(1993)-  29 23 02.17383(N)    100 45 54.86187(W)     ADJUSTED  
 AZ0643* NAVD 88     -                                                        
 AZ0643  ___________________________________________________________________
 AZ0643  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AZ0643  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0643
 AZ0643  HORZ ORDER  -  THIRD
 AZ0643
 AZ0643.The horizontal coordinates were established by classical geodetic methods
 AZ0643.and adjusted by the National Geodetic Survey in February 1996..
 AZ0643
 AZ0643
 AZ0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0643
 AZ0643.The geoid height was determined by GEOID03.
 AZ0643
 AZ0643;                    North         East     Units Scale Factor Converg.
 AZ0643;SPC TXSC     - 4,173,140.895   428,666.345   MT  0.99986361   -0 51 53.3
 AZ0643;SPC TXSC     -13,691,379.75  1,406,382.83   sFT  0.99986361   -0 51 53.3
 AZ0643;UTM  14      - 3,251,818.872   328,690.857   MT  0.99996213   -0 51 58.8
 AZ0643
 AZ0643                          SUPERSEDED SURVEY CONTROL
 AZ0643
 AZ0643  NAD 83(1986)-  29 23 02.16555(N)    100 45 54.84157(W) AD(       ) 4
 AZ0643  NAD 27      -  29 23 01.33000(N)    100 45 53.52000(W) AD(       ) 3
 AZ0643
 AZ0643.Superseded values are not recommended for survey control.
 AZ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0643.See file dsdata.txt to determine how the superseded data were derived.
 AZ0643
 AZ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT2869151819(NAD 83)
 AZ0643_MARKER: 66 = WINDMILL
 AZ0643
 AZ0643  HISTORY     - Date     Condition        Report By
 AZ0643  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0643
 AZ0643                          STATION DESCRIPTION
 AZ0643
 AZ0643'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1427 ***********************************************************************
 AJ1427  DESIGNATION -  WINDMILL NE OF STATION KNOB
 AJ1427  PID         -  AJ1427
 AJ1427  STATE/COUNTY-  TX/WEBB
 AJ1427  USGS QUAD   -  CUERVO CREEK (1965)
 AJ1427
 AJ1427                         *CURRENT SURVEY CONTROL
 AJ1427  ___________________________________________________________________
 AJ1427* NAD 83(1993)-  27 40 02.73268(N)    099 31 37.39691(W)     ADJUSTED  
 AJ1427* NAVD 88     -                                                        
 AJ1427  ___________________________________________________________________
 AJ1427  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AJ1427  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AJ1427
 AJ1427  HORZ ORDER  -  THIRD
 AJ1427
 AJ1427.The horizontal coordinates were established by classical geodetic methods
 AJ1427.and adjusted by the National Geodetic Survey in February 1996..
 AJ1427
 AJ1427
 AJ1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1427
 AJ1427.The geoid height was determined by GEOID03.
 AJ1427
 AJ1427;                    North         East     Units Scale Factor Converg.
 AJ1427;SPC TX S     - 5,222,084.755   198,673.473   MT  0.99996220   -0 27 58.6
 AJ1427;SPC TX S     -17,132,789.73    651,814.55   sFT  0.99996220   -0 27 58.6
 AJ1427;UTM  14      - 3,060,473.321   448,020.004   MT  0.99963335   -0 14 41.1
 AJ1427
 AJ1427                          SUPERSEDED SURVEY CONTROL
 AJ1427
 AJ1427  NAD 83(1986)-  27 40 02.72933(N)    099 31 37.37127(W) AD(       ) 4
 AJ1427  NAD 27      -  27 40 01.68000(N)    099 31 36.22400(W) AD(       ) 3
 AJ1427
 AJ1427.Superseded values are not recommended for survey control.
 AJ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1427.See file dsdata.txt to determine how the superseded data were derived.
 AJ1427
 AJ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4802060473(NAD 83)
 AJ1427_MARKER: 66 = WINDMILL
 AJ1427
 AJ1427  HISTORY     - Date     Condition        Report By
 AJ1427  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1427
 AJ1427                          STATION DESCRIPTION
 AJ1427
 AJ1427'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0739 ***********************************************************************
 AO0739  DESIGNATION -  WINDMILL NEAR CLUMP OF TREES
 AO0739  PID         -  AO0739
 AO0739  STATE/COUNTY-  TX/DIMMIT
 AO0739  USGS QUAD   -  DENTONIO (1984)
 AO0739
 AO0739                         *CURRENT SURVEY CONTROL
 AO0739  ___________________________________________________________________
 AO0739* NAD 83(1993)-  28 19 56.52924(N)    099 57 36.70746(W)     ADJUSTED  
 AO0739* NAVD 88     -                                                        
 AO0739  ___________________________________________________________________
 AO0739  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AO0739  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AO0739
 AO0739  HORZ ORDER  -  THIRD
 AO0739
 AO0739.The horizontal coordinates were established by classical geodetic methods
 AO0739.and adjusted by the National Geodetic Survey in February 1996..
 AO0739
 AO0739
 AO0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0739
 AO0739.The geoid height was determined by GEOID03.
 AO0739
 AO0739;                    North         East     Units Scale Factor Converg.
 AO0739;SPC TXSC     - 4,055,695.768   505,844.297   MT  1.00001502   -0 28 13.5
 AO0739;SPC TXSC     -13,306,061.87  1,659,590.83   sFT  1.00001502   -0 28 13.5
 AO0739;SPC TX S     - 5,296,193.434   156,795.098   MT  1.00016444   -0 39 46.6
 AO0739;SPC TX S     -17,375,927.96    514,418.58   sFT  1.00016444   -0 39 46.6
 AO0739;UTM  14      - 3,134,395.815   405,879.877   MT  0.99970933   -0 27 20.6
 AO0739
 AO0739                          SUPERSEDED SURVEY CONTROL
 AO0739
 AO0739  NAD 83(1986)-  28 19 56.52534(N)    099 57 36.68412(W) AD(       ) 4
 AO0739  NAD 27      -  28 19 55.55800(N)    099 57 35.48000(W) AD(       ) 3
 AO0739
 AO0739.Superseded values are not recommended for survey control.
 AO0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0739.See file dsdata.txt to determine how the superseded data were derived.
 AO0739
 AO0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0588034396(NAD 83)
 AO0739_MARKER: 66 = WINDMILL
 AO0739
 AO0739  HISTORY     - Date     Condition        Report By
 AO0739  HISTORY     - 1918     FIRST OBSERVED   CGS
 AO0739
 AO0739                          STATION DESCRIPTION
 AO0739
 AO0739'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1425 ***********************************************************************
 AJ1425  DESIGNATION -  WINDMILL NEAR MAVERICK
 AJ1425  PID         -  AJ1425
 AJ1425  STATE/COUNTY-  TX/WEBB
 AJ1425  USGS QUAD   -  CUERVO CREEK (1965)
 AJ1425
 AJ1425                         *CURRENT SURVEY CONTROL
 AJ1425  ___________________________________________________________________
 AJ1425* NAD 83(1993)-  27 37 43.75225(N)    099 30 25.10919(W)     ADJUSTED  
 AJ1425* NAVD 88     -                                                        
 AJ1425  ___________________________________________________________________
 AJ1425  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AJ1425  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AJ1425
 AJ1425  HORZ ORDER  -  THIRD
 AJ1425
 AJ1425.The horizontal coordinates were established by classical geodetic methods
 AJ1425.and adjusted by the National Geodetic Survey in February 1996..
 AJ1425
 AJ1425
 AJ1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1425
 AJ1425.The geoid height was determined by GEOID03.
 AJ1425
 AJ1425;                    North         East     Units Scale Factor Converg.
 AJ1425;SPC TX S     - 5,217,791.063   200,620.330   MT  0.99995461   -0 27 25.8
 AJ1425;SPC TX S     -17,118,702.85    658,201.87   sFT  0.99995461   -0 27 25.8
 AJ1425;UTM  14      - 3,056,188.596   449,982.828   MT  0.99963088   -0 14 06.4
 AJ1425
 AJ1425                          SUPERSEDED SURVEY CONTROL
 AJ1425
 AJ1425  NAD 83(1986)-  27 37 43.74891(N)    099 30 25.08329(W) AD(       ) 4
 AJ1425  NAD 27      -  27 37 42.69700(N)    099 30 23.93400(W) AD(       ) 3
 AJ1425
 AJ1425.Superseded values are not recommended for survey control.
 AJ1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1425.See file dsdata.txt to determine how the superseded data were derived.
 AJ1425
 AJ1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4998356189(NAD 83)
 AJ1425_MARKER: 66 = WINDMILL
 AJ1425
 AJ1425  HISTORY     - Date     Condition        Report By
 AJ1425  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1425
 AJ1425                          STATION DESCRIPTION
 AJ1425
 AJ1425'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0217 ***********************************************************************
 AP0217  DESIGNATION -  WINDMILL NEAR STA BARR
 AP0217  PID         -  AP0217
 AP0217  STATE/COUNTY-  TX/DIMMIT
 AP0217  USGS QUAD   -  SAN PEDRO CREEK (1982)
 AP0217
 AP0217                         *CURRENT SURVEY CONTROL
 AP0217  ___________________________________________________________________
 AP0217* NAD 83(1993)-  28 18 06.29280(N)    100 02 02.50951(W)     ADJUSTED  
 AP0217* NAVD 88     -                                                        
 AP0217  ___________________________________________________________________
 AP0217  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AP0217  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AP0217
 AP0217  HORZ ORDER  -  THIRD
 AP0217
 AP0217.The horizontal coordinates were established by classical geodetic methods
 AP0217.and adjusted by the National Geodetic Survey in February 1996..
 AP0217
 AP0217
 AP0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0217
 AP0217.The geoid height was determined by GEOID03.
 AP0217
 AP0217;                    North         East     Units Scale Factor Converg.
 AP0217;SPC TXSC     - 4,052,363.976   498,574.412   MT  1.00002442   -0 30 23.7
 AP0217;SPC TXSC     -13,295,130.81  1,635,739.55   sFT  1.00002442   -0 30 23.7
 AP0217;SPC TX S     - 5,292,885.463   149,513.125   MT  1.00015215   -0 41 47.3
 AP0217;SPC TX S     -17,365,075.06    490,527.64   sFT  1.00015215   -0 41 47.3
 AP0217;UTM  14      - 3,131,063.065   398,613.085   MT  0.99972686   -0 29 25.0
 AP0217
 AP0217                          SUPERSEDED SURVEY CONTROL
 AP0217
 AP0217  NAD 83(1986)-  28 18 06.28900(N)    100 02 02.48607(W) AD(       ) 4
 AP0217  NAD 27      -  28 18 05.32200(N)    100 02 01.28000(W) AD(       ) 3
 AP0217
 AP0217.Superseded values are not recommended for survey control.
 AP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0217.See file dsdata.txt to determine how the superseded data were derived.
 AP0217
 AP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS9861331063(NAD 83)
 AP0217_MARKER: 66 = WINDMILL
 AP0217
 AP0217  HISTORY     - Date     Condition        Report By
 AP0217  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0217
 AP0217                          STATION DESCRIPTION
 AP0217
 AP0217'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0457 ***********************************************************************
 BO0457  DESIGNATION -  WINDMILL NEAR STA EVANS
 BO0457  PID         -  BO0457
 BO0457  STATE/COUNTY-  TX/SUTTON
 BO0457  USGS QUAD   -  LIVE OAK DRAW (1982)
 BO0457
 BO0457                         *CURRENT SURVEY CONTROL
 BO0457  ___________________________________________________________________
 BO0457* NAD 83(1993)-  30 27 27.31146(N)    100 15 55.74051(W)     ADJUSTED  
 BO0457* NAVD 88     -                                                        
 BO0457  ___________________________________________________________________
 BO0457  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BO0457  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 BO0457
 BO0457  HORZ ORDER  -  THIRD
 BO0457
 BO0457.The horizontal coordinates were established by classical geodetic methods
 BO0457.and adjusted by the National Geodetic Survey in February 1996..
 BO0457
 BO0457
 BO0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0457
 BO0457.The geoid height was determined by GEOID03.
 BO0457
 BO0457;                    North         East     Units Scale Factor Converg.
 BO0457;SPC TX C     - 3,087,680.222   706,515.858   MT  0.99992647   +0 02 05.8
 BO0457;SPC TX C     -10,130,164.20  2,317,960.78   sFT  0.99992647   +0 02 05.8
 BO0457;UTM  14      - 3,370,171.597   378,506.045   MT  0.99978210   -0 38 29.6
 BO0457
 BO0457                          SUPERSEDED SURVEY CONTROL
 BO0457
 BO0457  NAD 83(1986)-  30 27 27.31574(N)    100 15 55.73719(W) AD(       ) 4
 BO0457  NAD 27      -  30 27 26.65000(N)    100 15 54.48000(W) AD(       ) 3
 BO0457
 BO0457.Superseded values are not recommended for survey control.
 BO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0457.See file dsdata.txt to determine how the superseded data were derived.
 BO0457
 BO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU7850670172(NAD 83)
 BO0457_MARKER: 66 = WINDMILL
 BO0457
 BO0457  HISTORY     - Date     Condition        Report By
 BO0457  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0457
 BO0457                          STATION DESCRIPTION
 BO0457
 BO0457'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0667 ***********************************************************************
 AZ0667  DESIGNATION -  WINDMILL NEAR STA HARRISON
 AZ0667  PID         -  AZ0667
 AZ0667  STATE/COUNTY-  TX/VAL VERDE
 AZ0667  USGS QUAD   -  OPEN HOLLOW (1978)
 AZ0667
 AZ0667                         *CURRENT SURVEY CONTROL
 AZ0667  ___________________________________________________________________
 AZ0667* NAD 83(1993)-  29 59 29.54694(N)    100 51 12.99175(W)     ADJUSTED  
 AZ0667* NAVD 88     -                                                        
 AZ0667  ___________________________________________________________________
 AZ0667  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AZ0667  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0667
 AZ0667  HORZ ORDER  -  THIRD
 AZ0667
 AZ0667.The horizontal coordinates were established by classical geodetic methods
 AZ0667.and adjusted by the National Geodetic Survey in February 1996..
 AZ0667
 AZ0667
 AZ0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0667
 AZ0667.The geoid height was determined by GEOID03.
 AZ0667
 AZ0667;                    North         East     Units Scale Factor Converg.
 AZ0667;SPC TXSC     - 4,240,608.679   421,157.249   MT  0.99992873   -0 54 29.2
 AZ0667;SPC TXSC     -13,912,730.31  1,381,746.74   sFT  0.99992873   -0 54 29.2
 AZ0667;UTM  14      - 3,319,294.129   321,192.839   MT  0.99999447   -0 55 36.5
 AZ0667
 AZ0667                          SUPERSEDED SURVEY CONTROL
 AZ0667
 AZ0667  NAD 83(1986)-  29 59 29.53924(N)    100 51 12.98097(W) AD(       ) 4
 AZ0667  NAD 27      -  29 59 28.80000(N)    100 51 11.60000(W) AD(       ) 3
 AZ0667
 AZ0667.Superseded values are not recommended for survey control.
 AZ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0667.See file dsdata.txt to determine how the superseded data were derived.
 AZ0667
 AZ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU2119319294(NAD 83)
 AZ0667_MARKER: 66 = WINDMILL
 AZ0667
 AZ0667  HISTORY     - Date     Condition        Report By
 AZ0667  HISTORY     - 1943     FIRST OBSERVED   CGS
 AZ0667
 AZ0667                          STATION DESCRIPTION
 AZ0667
 AZ0667'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0483 ***********************************************************************
 BO0483  DESIGNATION -  WINDMILL NEAR STA HALBERT
 BO0483  PID         -  BO0483
 BO0483  STATE/COUNTY-  TX/SUTTON
 BO0483  USGS QUAD   -  SONORA (1982)
 BO0483
 BO0483                         *CURRENT SURVEY CONTROL
 BO0483  ___________________________________________________________________
 BO0483* NAD 83(1993)-  30 34 42.60975(N)    100 43 35.89691(W)     ADJUSTED  
 BO0483* NAVD 88     -                                                        
 BO0483  ___________________________________________________________________
 BO0483  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 BO0483  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 BO0483
 BO0483  HORZ ORDER  -  THIRD
 BO0483
 BO0483.The horizontal coordinates were established by classical geodetic methods
 BO0483.and adjusted by the National Geodetic Survey in February 1996..
 BO0483
 BO0483
 BO0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0483
 BO0483.The geoid height was determined by GEOID03.
 BO0483
 BO0483;                    North         East     Units Scale Factor Converg.
 BO0483;SPC TX C     - 3,101,148.729   662,277.046   MT  0.99990880   -0 12 09.3
 BO0483;SPC TX C     -10,174,352.12  2,172,820.61   sFT  0.99990880   -0 12 09.3
 BO0483;UTM  14      - 3,384,160.330   334,431.935   MT  0.99993818   -0 52 42.9
 BO0483
 BO0483                          SUPERSEDED SURVEY CONTROL
 BO0483
 BO0483  NAD 83(1986)-  30 34 42.61115(N)    100 43 35.88214(W) AD(       ) 4
 BO0483  NAD 27      -  30 34 41.96200(N)    100 43 34.53800(W) AD(       ) 3
 BO0483
 BO0483.Superseded values are not recommended for survey control.
 BO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0483.See file dsdata.txt to determine how the superseded data were derived.
 BO0483
 BO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3443284160(NAD 83)
 BO0483_MARKER: 66 = WINDMILL
 BO0483
 BO0483  HISTORY     - Date     Condition        Report By
 BO0483  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0483
 BO0483                          STATION DESCRIPTION
 BO0483
 BO0483'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0644 ***********************************************************************
 AZ0644  DESIGNATION -  WINDMILL NEAR STA MOORE
 AZ0644  PID         -  AZ0644
 AZ0644  STATE/COUNTY-  TX/VAL VERDE
 AZ0644  USGS QUAD   -  DEL RIO NE (1972)
 AZ0644
 AZ0644                         *CURRENT SURVEY CONTROL
 AZ0644  ___________________________________________________________________
 AZ0644* NAD 83(1993)-  29 29 10.94178(N)    100 48 28.54384(W)     ADJUSTED  
 AZ0644* NAVD 88     -                                                        
 AZ0644  ___________________________________________________________________
 AZ0644  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AZ0644  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AZ0644
 AZ0644  HORZ ORDER  -  THIRD
 AZ0644
 AZ0644.The horizontal coordinates were established by classical geodetic methods
 AZ0644.and adjusted by the National Geodetic Survey in February 1996..
 AZ0644
 AZ0644
 AZ0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0644
 AZ0644.The geoid height was determined by GEOID03.
 AZ0644
 AZ0644;                    North         East     Units Scale Factor Converg.
 AZ0644;SPC TXSC     - 4,184,555.561   424,698.740   MT  0.99986672   -0 53 08.6
 AZ0644;SPC TXSC     -13,728,829.37  1,393,365.78   sFT  0.99986672   -0 53 08.6
 AZ0644;UTM  14      - 3,263,234.949   324,723.419   MT  0.99997909   -0 53 24.4
 AZ0644
 AZ0644                          SUPERSEDED SURVEY CONTROL
 AZ0644
 AZ0644  NAD 83(1986)-  29 29 10.93211(N)    100 48 28.52589(W) AD(       ) 4
 AZ0644  NAD 27      -  29 29 10.11700(N)    100 48 27.18400(W) AD(       ) 3
 AZ0644
 AZ0644.Superseded values are not recommended for survey control.
 AZ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0644.See file dsdata.txt to determine how the superseded data were derived.
 AZ0644
 AZ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT2472363235(NAD 83)
 AZ0644_MARKER: 66 = WINDMILL
 AZ0644
 AZ0644  HISTORY     - Date     Condition        Report By
 AZ0644  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0644
 AZ0644                          STATION DESCRIPTION
 AZ0644
 AZ0644'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0218 ***********************************************************************
 AP0218  DESIGNATION -  WINDMILL NEAR STA RED NO WHEEL
 AP0218  PID         -  AP0218
 AP0218  STATE/COUNTY-  TX/DIMMIT
 AP0218  USGS QUAD   -  SAN PEDRO CREEK (1982)
 AP0218
 AP0218                         *CURRENT SURVEY CONTROL
 AP0218  ___________________________________________________________________
 AP0218* NAD 83(1993)-  28 20 04.65856(N)    100 01 59.53900(W)     ADJUSTED  
 AP0218* NAVD 88     -                                                        
 AP0218  ___________________________________________________________________
 AP0218  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AP0218  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AP0218
 AP0218  HORZ ORDER  -  THIRD
 AP0218
 AP0218.The horizontal coordinates were established by classical geodetic methods
 AP0218.and adjusted by the National Geodetic Survey in February 1996..
 AP0218
 AP0218
 AP0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0218
 AP0218.The geoid height was determined by GEOID03.
 AP0218
 AP0218;                    North         East     Units Scale Factor Converg.
 AP0218;SPC TXSC     - 4,056,007.033   498,687.537   MT  1.00001434   -0 30 22.2
 AP0218;SPC TXSC     -13,307,083.07  1,636,110.69   sFT  1.00001434   -0 30 22.2
 AP0218;UTM  14      - 3,134,705.088   398,725.159   MT  0.99972658   -0 29 25.5
 AP0218
 AP0218                          SUPERSEDED SURVEY CONTROL
 AP0218
 AP0218  NAD 83(1986)-  28 20 04.65454(N)    100 01 59.51594(W) AD(       ) 4
 AP0218  NAD 27      -  28 20 03.68900(N)    100 01 58.30000(W) AD(       ) 3
 AP0218
 AP0218.Superseded values are not recommended for survey control.
 AP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0218.See file dsdata.txt to determine how the superseded data were derived.
 AP0218
 AP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS9872534705(NAD 83)
 AP0218_MARKER: 66 = WINDMILL
 AP0218
 AP0218  HISTORY     - Date     Condition        Report By
 AP0218  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0218
 AP0218                          STATION DESCRIPTION
 AP0218
 AP0218'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0219 ***********************************************************************
 AP0219  DESIGNATION -  WINDMILL NEAR STA RED
 AP0219  PID         -  AP0219
 AP0219  STATE/COUNTY-  TX/DIMMIT
 AP0219  USGS QUAD   -  SAN PEDRO CREEK (1982)
 AP0219
 AP0219                         *CURRENT SURVEY CONTROL
 AP0219  ___________________________________________________________________
 AP0219* NAD 83(1993)-  28 19 43.14459(N)    100 01 36.66402(W)     ADJUSTED  
 AP0219* NAVD 88     -                                                        
 AP0219  ___________________________________________________________________
 AP0219  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AP0219  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AP0219
 AP0219  HORZ ORDER  -  THIRD
 AP0219
 AP0219.The horizontal coordinates were established by classical geodetic methods
 AP0219.and adjusted by the National Geodetic Survey in February 1996..
 AP0219
 AP0219
 AP0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0219
 AP0219.The geoid height was determined by GEOID03.
 AP0219
 AP0219;                    North         East     Units Scale Factor Converg.
 AP0219;SPC TXSC     - 4,055,339.260   499,304.773   MT  1.00001614   -0 30 11.0
 AP0219;SPC TXSC     -13,304,892.22  1,638,135.74   sFT  1.00001614   -0 30 11.0
 AP0219;UTM  14      - 3,134,037.678   399,342.399   MT  0.99972504   -0 29 14.3
 AP0219
 AP0219                          SUPERSEDED SURVEY CONTROL
 AP0219
 AP0219  NAD 83(1986)-  28 19 43.14048(N)    100 01 36.64113(W) AD(       ) 4
 AP0219  NAD 27      -  28 19 42.17500(N)    100 01 35.42600(W) AD(       ) 3
 AP0219
 AP0219.Superseded values are not recommended for survey control.
 AP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0219.See file dsdata.txt to determine how the superseded data were derived.
 AP0219
 AP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS9934234038(NAD 83)
 AP0219_MARKER: 66 = WINDMILL
 AP0219
 AP0219  HISTORY     - Date     Condition        Report By
 AP0219  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0219
 AP0219                          STATION DESCRIPTION
 AP0219
 AP0219'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0596 ***********************************************************************
 AZ0596  DESIGNATION -  WINDMILL NEAR STA RANCH
 AZ0596  PID         -  AZ0596
 AZ0596  STATE/COUNTY-  TX/EDWARDS
 AZ0596  USGS QUAD   -  INDIAN CREEK NE (1971)
 AZ0596
 AZ0596                         *CURRENT SURVEY CONTROL
 AZ0596  ___________________________________________________________________
 AZ0596* NAD 83(1993)-  29 54 15.48950(N)    100 19 04.59449(W)     ADJUSTED  
 AZ0596* NAVD 88     -                                                        
 AZ0596  ___________________________________________________________________
 AZ0596  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AZ0596  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 AZ0596
 AZ0596  HORZ ORDER  -  THIRD
 AZ0596
 AZ0596.The horizontal coordinates were established by classical geodetic methods
 AZ0596.and adjusted by the National Geodetic Survey in February 1996..
 AZ0596
 AZ0596
 AZ0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0596
 AZ0596.The geoid height was determined by GEOID03.
 AZ0596
 AZ0596;                    North         East     Units Scale Factor Converg.
 AZ0596;SPC TXSC     - 4,230,238.781   472,728.595   MT  0.99991247   -0 38 44.4
 AZ0596;SPC TXSC     -13,878,708.40  1,550,943.73   sFT  0.99991247   -0 38 44.4
 AZ0596;UTM  14      - 3,308,911.058   372,759.989   MT  0.99979975   -0 39 25.7
 AZ0596
 AZ0596                          SUPERSEDED SURVEY CONTROL
 AZ0596
 AZ0596  NAD 83(1986)-  29 54 15.48644(N)    100 19 04.58021(W) AD(       ) 4
 AZ0596  NAD 27      -  29 54 14.71700(N)    100 19 03.28300(W) AD(       ) 3
 AZ0596
 AZ0596.Superseded values are not recommended for survey control.
 AZ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0596.See file dsdata.txt to determine how the superseded data were derived.
 AZ0596
 AZ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU7276008911(NAD 83)
 AZ0596_MARKER: 66 = WINDMILL
 AZ0596
 AZ0596  HISTORY     - Date     Condition        Report By
 AZ0596  HISTORY     - 1944     FIRST OBSERVED   CGS
 AZ0596
 AZ0596                          STATION DESCRIPTION
 AZ0596
 AZ0596'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0439 ***********************************************************************
 BO0439  DESIGNATION -  WINDMILL NEAR STA REILEY
 BO0439  PID         -  BO0439
 BO0439  STATE/COUNTY-  TX/SUTTON
 BO0439  USGS QUAD   -  BUFFALO WELL (1982)
 BO0439
 BO0439                         *CURRENT SURVEY CONTROL
 BO0439  ___________________________________________________________________
 BO0439* NAD 83(1993)-  30 38 33.07861(N)    100 15 03.27918(W)     ADJUSTED  
 BO0439* NAVD 88     -                                                        
 BO0439  ___________________________________________________________________
 BO0439  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BO0439  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BO0439
 BO0439  HORZ ORDER  -  THIRD
 BO0439
 BO0439.The horizontal coordinates were established by classical geodetic methods
 BO0439.and adjusted by the National Geodetic Survey in February 1996..
 BO0439
 BO0439
 BO0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0439
 BO0439.The geoid height was determined by GEOID03.
 BO0439
 BO0439;                    North         East     Units Scale Factor Converg.
 BO0439;SPC TX C     - 3,108,181.633   707,900.125   MT  0.99990124   +0 02 32.8
 BO0439;SPC TX C     -10,197,425.91  2,322,502.33   sFT  0.99990124   +0 02 32.8
 BO0439;UTM  14      - 3,390,652.454   380,132.701   MT  0.99977725   -0 38 15.5
 BO0439
 BO0439                          SUPERSEDED SURVEY CONTROL
 BO0439
 BO0439  NAD 83(1986)-  30 38 33.08032(N)    100 15 03.26594(W) AD(       ) 4
 BO0439  NAD 27      -  30 38 32.43800(N)    100 15 01.95400(W) AD(       ) 3
 BO0439
 BO0439.Superseded values are not recommended for survey control.
 BO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0439.See file dsdata.txt to determine how the superseded data were derived.
 BO0439
 BO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8013390652(NAD 83)
 BO0439_MARKER: 66 = WINDMILL
 BO0439
 BO0439  HISTORY     - Date     Condition        Report By
 BO0439  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0439
 BO0439                          STATION DESCRIPTION
 BO0439
 BO0439'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0455 ***********************************************************************
 BO0455  DESIGNATION -  WINDMILL NEAR STA ROSS
 BO0455  PID         -  BO0455
 BO0455  STATE/COUNTY-  TX/SUTTON
 BO0455  USGS QUAD   -  LIVE OAK DRAW (1982)
 BO0455
 BO0455                         *CURRENT SURVEY CONTROL
 BO0455  ___________________________________________________________________
 BO0455* NAD 83(1993)-  30 27 07.70044(N)    100 20 52.60776(W)     ADJUSTED  
 BO0455* NAVD 88     -                                                        
 BO0455  ___________________________________________________________________
 BO0455  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 BO0455  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BO0455
 BO0455  HORZ ORDER  -  THIRD
 BO0455
 BO0455.The horizontal coordinates were established by classical geodetic methods
 BO0455.and adjusted by the National Geodetic Survey in February 1996..
 BO0455
 BO0455
 BO0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0455
 BO0455.The geoid height was determined by GEOID03.
 BO0455
 BO0455;                    North         East     Units Scale Factor Converg.
 BO0455;SPC TX C     - 3,087,074.460   698,596.558   MT  0.99992737   -0 00 27.1
 BO0455;SPC TX C     -10,128,176.79  2,291,978.87   sFT  0.99992737   -0 00 27.1
 BO0455;UTM  14      - 3,369,659.395   370,581.199   MT  0.99980663   -0 40 59.7
 BO0455
 BO0455                          SUPERSEDED SURVEY CONTROL
 BO0455
 BO0455  NAD 83(1986)-  30 27 07.70276(N)    100 20 52.59496(W) AD(       ) 4
 BO0455  NAD 27      -  30 27 07.04000(N)    100 20 51.28000(W) AD(       ) 3
 BO0455
 BO0455.Superseded values are not recommended for survey control.
 BO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0455.See file dsdata.txt to determine how the superseded data were derived.
 BO0455
 BO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU7058169659(NAD 83)
 BO0455_MARKER: 66 = WINDMILL
 BO0455
 BO0455  HISTORY     - Date     Condition        Report By
 BO0455  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0455
 BO0455                          STATION DESCRIPTION
 BO0455
 BO0455'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2012 ***********************************************************************
 AY2012  DESIGNATION -  WINDMILL NEAR STA WHITWORTH
 AY2012  PID         -  AY2012
 AY2012  STATE/COUNTY-  TX/KERR
 AY2012  USGS QUAD   -  DIAMOND S RANCH (1964)
 AY2012
 AY2012                         *CURRENT SURVEY CONTROL
 AY2012  ___________________________________________________________________
 AY2012* NAD 83(1993)-  29 54 35.17519(N)    099 29 34.15895(W)     ADJUSTED  
 AY2012* NAVD 88     -                                                        
 AY2012  ___________________________________________________________________
 AY2012  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AY2012  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AY2012
 AY2012  HORZ ORDER  -  THIRD
 AY2012
 AY2012.The horizontal coordinates were established by classical geodetic methods
 AY2012.and adjusted by the National Geodetic Survey in February 1996..
 AY2012
 AY2012
 AY2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2012
 AY2012.The geoid height was determined by GEOID03.
 AY2012
 AY2012;                    North         East     Units Scale Factor Converg.
 AY2012;SPC TXSC     - 4,230,228.027   552,410.749   MT  0.99991342   -0 14 29.2
 AY2012;SPC TXSC     -13,878,673.12  1,812,367.60   sFT  0.99991342   -0 14 29.2
 AY2012;UTM  14      - 3,308,889.329   452,425.228   MT  0.99962792   -0 14 44.7
 AY2012
 AY2012                          SUPERSEDED SURVEY CONTROL
 AY2012
 AY2012  NAD 83(1986)-  29 54 35.18326(N)    099 29 34.14858(W) AD(       ) 4
 AY2012  NAD 27      -  29 54 34.41000(N)    099 29 32.95600(W) AD(       ) 3
 AY2012
 AY2012.Superseded values are not recommended for survey control.
 AY2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2012.See file dsdata.txt to determine how the superseded data were derived.
 AY2012
 AY2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU5242508889(NAD 83)
 AY2012_MARKER: 66 = WINDMILL
 AY2012
 AY2012  HISTORY     - Date     Condition        Report By
 AY2012  HISTORY     - 1944     FIRST OBSERVED   CGS
 AY2012
 AY2012                          STATION DESCRIPTION
 AY2012
 AY2012'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0635 ***********************************************************************
 AZ0635  DESIGNATION -  WINDMILL NEAR STA WHITE
 AZ0635  PID         -  AZ0635
 AZ0635  STATE/COUNTY-  TX/MAVERICK
 AZ0635  USGS QUAD   -  TEQUESQUITE SPRING (1978)
 AZ0635
 AZ0635                         *CURRENT SURVEY CONTROL
 AZ0635  ___________________________________________________________________
 AZ0635* NAD 83(1993)-  29 00 10.79275(N)    100 31 03.13927(W)     ADJUSTED  
 AZ0635* NAVD 88     -                                                        
 AZ0635  ___________________________________________________________________
 AZ0635  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AZ0635  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0635
 AZ0635  HORZ ORDER  -  THIRD
 AZ0635
 AZ0635.The horizontal coordinates were established by classical geodetic methods
 AZ0635.and adjusted by the National Geodetic Survey in February 1996..
 AZ0635
 AZ0635
 AZ0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0635
 AZ0635.The geoid height was determined by GEOID03.
 AZ0635
 AZ0635;                    North         East     Units Scale Factor Converg.
 AZ0635;SPC TXSC     - 4,130,589.688   452,158.860   MT  0.99987991   -0 44 36.5
 AZ0635;SPC TXSC     -13,551,776.33  1,483,457.86   sFT  0.99987991   -0 44 36.5
 AZ0635;UTM  14      - 3,209,267.010   352,186.875   MT  0.99986962   -0 44 09.3
 AZ0635
 AZ0635                          SUPERSEDED SURVEY CONTROL
 AZ0635
 AZ0635  NAD 83(1986)-  29 00 10.78723(N)    100 31 03.11790(W) AD(       ) 4
 AZ0635  NAD 27      -  29 00 09.90900(N)    100 31 01.83100(W) AD(       ) 3
 AZ0635
 AZ0635.Superseded values are not recommended for survey control.
 AZ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0635.See file dsdata.txt to determine how the superseded data were derived.
 AZ0635
 AZ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT5218709267(NAD 83)
 AZ0635_MARKER: 66 = WINDMILL
 AZ0635
 AZ0635  HISTORY     - Date     Condition        Report By
 AZ0635  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0635
 AZ0635                          STATION DESCRIPTION
 AZ0635
 AZ0635'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0731 ***********************************************************************
 AO0731  DESIGNATION -  WINDMILL NEAR STATION BIG
 AO0731  PID         -  AO0731
 AO0731  STATE/COUNTY-  TX/WEBB
 AO0731  USGS QUAD   -  EAST LOSA TANK (1984)
 AO0731
 AO0731                         *CURRENT SURVEY CONTROL
 AO0731  ___________________________________________________________________
 AO0731* NAD 83(1993)-  28 11 55.97979(N)    099 54 40.34440(W)     ADJUSTED  
 AO0731* NAVD 88     -                                                        
 AO0731  ___________________________________________________________________
 AO0731  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 AO0731  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AO0731
 AO0731  HORZ ORDER  -  THIRD
 AO0731
 AO0731.The horizontal coordinates were established by classical geodetic methods
 AO0731.and adjusted by the National Geodetic Survey in February 1996..
 AO0731
 AO0731
 AO0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0731
 AO0731.The geoid height was determined by GEOID03.
 AO0731
 AO0731;                    North         East     Units Scale Factor Converg.
 AO0731;SPC TX S     - 5,281,344.241   161,433.989   MT  1.00011298   -0 38 26.5
 AO0731;SPC TX S     -17,327,210.23    529,638.01   sFT  1.00011298   -0 38 26.5
 AO0731;SPC TXSC     - 4,040,863.834   510,532.808   MT  1.00005805   -0 26 47.1
 AO0731;SPC TXSC     -13,257,400.76  1,674,973.05   sFT  1.00005805   -0 26 47.1
 AO0731;UTM  14      - 3,119,570.056   410,570.780   MT  0.99969871   -0 25 50.2
 AO0731
 AO0731                          SUPERSEDED SURVEY CONTROL
 AO0731
 AO0731  NAD 83(1986)-  28 11 55.97524(N)    099 54 40.32041(W) AD(       ) 4
 AO0731  NAD 27      -  28 11 54.98800(N)    099 54 39.12400(W) AD(       ) 3
 AO0731
 AO0731.Superseded values are not recommended for survey control.
 AO0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0731.See file dsdata.txt to determine how the superseded data were derived.
 AO0731
 AO0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1057119570(NAD 83)
 AO0731_MARKER: 66 = WINDMILL
 AO0731
 AO0731  HISTORY     - Date     Condition        Report By
 AO0731  HISTORY     - 1917     FIRST OBSERVED   CGS
 AO0731
 AO0731                          STATION DESCRIPTION
 AO0731
 AO0731'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0227 ***********************************************************************
 AP0227  DESIGNATION -  WINDMILL NEAR STATION LAKE
 AP0227  PID         -  AP0227
 AP0227  STATE/COUNTY-  TX/MAVERICK
 AP0227  USGS QUAD   -  QUEMADO EAST (1978)
 AP0227
 AP0227                         *CURRENT SURVEY CONTROL
 AP0227  ___________________________________________________________________
 AP0227* NAD 83(1993)-  28 59 54.31543(N)    100 31 38.27864(W)     ADJUSTED  
 AP0227* NAVD 88     -                                                        
 AP0227  ___________________________________________________________________
 AP0227  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AP0227  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AP0227
 AP0227  HORZ ORDER  -  THIRD
 AP0227
 AP0227.The horizontal coordinates were established by classical geodetic methods
 AP0227.and adjusted by the National Geodetic Survey in February 1996..
 AP0227
 AP0227
 AP0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0227
 AP0227.The geoid height was determined by GEOID03.
 AP0227
 AP0227;                    North         East     Units Scale Factor Converg.
 AP0227;SPC TXSC     - 4,130,094.872   451,201.363   MT  0.99988037   -0 44 53.7
 AP0227;SPC TXSC     -13,550,152.93  1,480,316.47   sFT  0.99988037   -0 44 53.7
 AP0227;UTM  14      - 3,208,772.071   351,229.453   MT  0.99987312   -0 44 26.0
 AP0227
 AP0227                          SUPERSEDED SURVEY CONTROL
 AP0227
 AP0227  NAD 83(1986)-  28 59 54.30988(N)    100 31 38.25719(W) AD(       ) 4
 AP0227  NAD 27      -  28 59 53.43200(N)    100 31 36.97100(W) AD(       ) 3
 AP0227
 AP0227.Superseded values are not recommended for survey control.
 AP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0227.See file dsdata.txt to determine how the superseded data were derived.
 AP0227
 AP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT5122908772(NAD 83)
 AP0227_MARKER: 66 = WINDMILL
 AP0227
 AP0227  HISTORY     - Date     Condition        Report By
 AP0227  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0227
 AP0227                          STATION DESCRIPTION
 AP0227
 AP0227'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2007 ***********************************************************************
 AY2007  DESIGNATION -  WINDMILL NEAR STATION WHITE
 AY2007  PID         -  AY2007
 AY2007  STATE/COUNTY-  TX/KERR
 AY2007  USGS QUAD   -  ECHO HILL RANCH (1964)
 AY2007
 AY2007                         *CURRENT SURVEY CONTROL
 AY2007  ___________________________________________________________________
 AY2007* NAD 83(1993)-  29 56 23.80543(N)    099 21 07.26782(W)     ADJUSTED  
 AY2007* NAVD 88     -                                                        
 AY2007  ___________________________________________________________________
 AY2007  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AY2007  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 AY2007
 AY2007  HORZ ORDER  -  THIRD
 AY2007
 AY2007.The horizontal coordinates were established by classical geodetic methods
 AY2007.and adjusted by the National Geodetic Survey in February 1996..
 AY2007
 AY2007
 AY2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2007
 AY2007.The geoid height was determined by GEOID03.
 AY2007
 AY2007;                    North         East     Units Scale Factor Converg.
 AY2007;SPC TXSC     - 4,233,523.562   566,017.390   MT  0.99991884   -0 10 20.9
 AY2007;SPC TXSC     -13,889,485.22  1,857,008.72   sFT  0.99991884   -0 10 20.9
 AY2007;UTM  14      - 3,312,182.994   466,028.066   MT  0.99961424   -0 10 32.5
 AY2007
 AY2007                          SUPERSEDED SURVEY CONTROL
 AY2007
 AY2007  NAD 83(1986)-  29 56 23.81185(N)    099 21 07.25662(W) AD(       ) 4
 AY2007  NAD 27      -  29 56 23.03700(N)    099 21 06.10600(W) AD(       ) 3
 AY2007
 AY2007.Superseded values are not recommended for survey control.
 AY2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2007.See file dsdata.txt to determine how the superseded data were derived.
 AY2007
 AY2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU6602812183(NAD 83)
 AY2007_MARKER: 66 = WINDMILL
 AY2007
 AY2007  HISTORY     - Date     Condition        Report By
 AY2007  HISTORY     - 1944     FIRST OBSERVED   CGS
 AY2007
 AY2007                          STATION DESCRIPTION
 AY2007
 AY2007'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2073 ***********************************************************************
 AY2073  DESIGNATION -  WINDMILL NEAR STATION TANK
 AY2073  PID         -  AY2073
 AY2073  STATE/COUNTY-  TX/KERR
 AY2073  USGS QUAD   -  WELL HOLLOW (1964)
 AY2073
 AY2073                         *CURRENT SURVEY CONTROL
 AY2073  ___________________________________________________________________
 AY2073* NAD 83(1993)-  29 58 27.29380(N)    099 32 18.17943(W)     ADJUSTED  
 AY2073* NAVD 88     -                                                        
 AY2073  ___________________________________________________________________
 AY2073  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AY2073  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 AY2073
 AY2073  HORZ ORDER  -  THIRD
 AY2073
 AY2073.The horizontal coordinates were established by classical geodetic methods
 AY2073.and adjusted by the National Geodetic Survey in February 1996..
 AY2073
 AY2073
 AY2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2073
 AY2073.The geoid height was determined by GEOID03.
 AY2073
 AY2073;                    North         East     Units Scale Factor Converg.
 AY2073;SPC TXSC     - 4,237,394.184   548,044.067   MT  0.99992532   -0 15 49.5
 AY2073;SPC TXSC     -13,902,184.09  1,798,041.24   sFT  0.99992532   -0 15 49.5
 AY2073;UTM  14      - 3,316,053.779   448,060.402   MT  0.99963328   -0 16 08.4
 AY2073
 AY2073                          SUPERSEDED SURVEY CONTROL
 AY2073
 AY2073  NAD 83(1986)-  29 58 27.30152(N)    099 32 18.16888(W) AD(       ) 4
 AY2073  NAD 27      -  29 58 26.53400(N)    099 32 16.98700(W) AD(       ) 3
 AY2073
 AY2073.Superseded values are not recommended for survey control.
 AY2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2073.See file dsdata.txt to determine how the superseded data were derived.
 AY2073
 AY2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU4806016054(NAD 83)
 AY2073_MARKER: 66 = WINDMILL
 AY2073
 AY2073  HISTORY     - Date     Condition        Report By
 AY2073  HISTORY     - 1944     FIRST OBSERVED   CGS
 AY2073
 AY2073                          STATION DESCRIPTION
 AY2073
 AY2073'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0761 ***********************************************************************
 BN0761  DESIGNATION -  WINDMILL NEAR STATION HYDE
 BN0761  PID         -  BN0761
 BN0761  STATE/COUNTY-  TX/KERR
 BN0761  USGS QUAD   -  OLD NOXVILLE (1974)
 BN0761
 BN0761                         *CURRENT SURVEY CONTROL
 BN0761  ___________________________________________________________________
 BN0761* NAD 83(1993)-  30 15 22.11463(N)    099 27 44.84659(W)     ADJUSTED  
 BN0761* NAVD 88     -                                                        
 BN0761  ___________________________________________________________________
 BN0761  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BN0761  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BN0761
 BN0761  HORZ ORDER  -  THIRD
 BN0761
 BN0761.The horizontal coordinates were established by classical geodetic methods
 BN0761.and adjusted by the National Geodetic Survey in February 1996..
 BN0761
 BN0761
 BN0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0761
 BN0761.The geoid height was determined by GEOID03.
 BN0761
 BN0761;                    North         East     Units Scale Factor Converg.
 BN0761;SPC TXSC     - 4,268,610.498   555,494.703   MT  0.99999226   -0 13 35.6
 BN0761;SPC TXSC     -14,004,599.61  1,822,485.54   sFT  0.99999226   -0 13 35.6
 BN0761;SPC TX C     - 3,065,675.787   783,807.220   MT  0.99996569   +0 26 54.8
 BN0761;SPC TX C     -10,057,971.31  2,571,540.85   sFT  0.99996569   +0 26 54.8
 BN0761;UTM  14      - 3,347,259.086   455,511.805   MT  0.99962442   -0 13 58.9
 BN0761
 BN0761                          SUPERSEDED SURVEY CONTROL
 BN0761
 BN0761  NAD 83(1986)-  30 15 22.12192(N)    099 27 44.83477(W) AD(       ) 4
 BN0761  NAD 27      -  30 15 21.43000(N)    099 27 43.65000(W) AD(       ) 3
 BN0761
 BN0761.Superseded values are not recommended for survey control.
 BN0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0761.See file dsdata.txt to determine how the superseded data were derived.
 BN0761
 BN0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU5551247259(NAD 83)
 BN0761_MARKER: 66 = WINDMILL
 BN0761
 BN0761  HISTORY     - Date     Condition        Report By
 BN0761  HISTORY     - 1944     FIRST OBSERVED   CGS
 BN0761
 BN0761                          STATION DESCRIPTION
 BN0761
 BN0761'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0778 ***********************************************************************
 BN0778  DESIGNATION -  WINDMILL NEAR STATION ALLEN
 BN0778  PID         -  BN0778
 BN0778  STATE/COUNTY-  TX/KIMBLE
 BN0778  USGS QUAD   -  JUNCTION SE (1974)
 BN0778
 BN0778                         *CURRENT SURVEY CONTROL
 BN0778  ___________________________________________________________________
 BN0778* NAD 83(1993)-  30 17 10.47851(N)    099 45 03.66592(W)     ADJUSTED  
 BN0778* NAVD 88     -                                                        
 BN0778  ___________________________________________________________________
 BN0778  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 BN0778  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BN0778
 BN0778  HORZ ORDER  -  THIRD
 BN0778
 BN0778.The horizontal coordinates were established by classical geodetic methods
 BN0778.and adjusted by the National Geodetic Survey in February 1996..
 BN0778
 BN0778
 BN0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0778
 BN0778.The geoid height was determined by GEOID03.
 BN0778
 BN0778;                    North         East     Units Scale Factor Converg.
 BN0778;SPC TX C     - 3,068,831.151   756,020.915   MT  0.99995906   +0 17 59.7
 BN0778;SPC TX C     -10,068,323.53  2,480,378.62   sFT  0.99995906   +0 17 59.7
 BN0778;SPC TXSC     - 4,272,091.404   527,746.336   MT  1.00000084   -0 22 04.6
 BN0778;SPC TXSC     -14,016,019.88  1,731,447.77   sFT  1.00000084   -0 22 04.6
 BN0778;UTM  14      - 3,350,742.936   427,773.778   MT  0.99966436   -0 22 43.6
 BN0778
 BN0778                          SUPERSEDED SURVEY CONTROL
 BN0778
 BN0778  NAD 83(1986)-  30 17 10.48425(N)    099 45 03.65509(W) AD(       ) 4
 BN0778  NAD 27      -  30 17 09.79000(N)    099 45 02.43000(W) AD(       ) 3
 BN0778
 BN0778.Superseded values are not recommended for survey control.
 BN0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0778.See file dsdata.txt to determine how the superseded data were derived.
 BN0778
 BN0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2777450743(NAD 83)
 BN0778_MARKER: 66 = WINDMILL
 BN0778
 BN0778  HISTORY     - Date     Condition        Report By
 BN0778  HISTORY     - 1944     FIRST OBSERVED   CGS
 BN0778
 BN0778                          STATION DESCRIPTION
 BN0778
 BN0778'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1590 ***********************************************************************
 AE1590  DESIGNATION -  WINDMILL NEAR TREES
 AE1590  PID         -  AE1590
 AE1590  STATE/COUNTY-  TX/HIDALGO
 AE1590  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1590
 AE1590                         *CURRENT SURVEY CONTROL
 AE1590  ___________________________________________________________________
 AE1590* NAD 83(1993)-  26 20 35.49189(N)    098 32 21.11626(W)     ADJUSTED  
 AE1590* NAVD 88     -                                                        
 AE1590  ___________________________________________________________________
 AE1590  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AE1590  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE1590
 AE1590  HORZ ORDER  -  THIRD
 AE1590
 AE1590.The horizontal coordinates were established by classical geodetic methods
 AE1590.and adjusted by the National Geodetic Survey in February 1996..
 AE1590
 AE1590
 AE1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1590
 AE1590.The geoid height was determined by GEOID03.
 AE1590
 AE1590;                    North         East     Units Scale Factor Converg.
 AE1590;SPC TX S     - 5,074,955.347   296,087.119   MT  0.99996023   -0 01 04.1
 AE1590;SPC TX S     -16,650,082.67    971,412.49   sFT  0.99996023   -0 01 04.1
 AE1590;UTM  14      - 2,913,773.160   545,981.375   MT  0.99962610   +0 12 16.1
 AE1590
 AE1590                          SUPERSEDED SURVEY CONTROL
 AE1590
 AE1590  NAD 83(1986)-  26 20 35.49624(N)    098 32 21.07912(W) AD(       ) 4
 AE1590  NAD 27      -  26 20 34.24987(N)    098 32 19.99917(W) AD(       ) 3
 AE1590
 AE1590.Superseded values are not recommended for survey control.
 AE1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1590.See file dsdata.txt to determine how the superseded data were derived.
 AE1590
 AE1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4598113773(NAD 83)
 AE1590_MARKER: 66 = WINDMILL
 AE1590
 AE1590  HISTORY     - Date     Condition        Report By
 AE1590  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1590
 AE1590                          STATION DESCRIPTION
 AE1590
 AE1590'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1594 ***********************************************************************
 AE1594  DESIGNATION -  WINDMILL NEAR WHITE HOUSE
 AE1594  PID         -  AE1594
 AE1594  STATE/COUNTY-  TX/HIDALGO
 AE1594  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1594
 AE1594                         *CURRENT SURVEY CONTROL
 AE1594  ___________________________________________________________________
 AE1594* NAD 83(1993)-  26 18 15.58292(N)    098 33 36.10117(W)     ADJUSTED  
 AE1594* NAVD 88     -                                                        
 AE1594  ___________________________________________________________________
 AE1594  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AE1594  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE1594
 AE1594  HORZ ORDER  -  THIRD
 AE1594
 AE1594.The horizontal coordinates were established by classical geodetic methods
 AE1594.and adjusted by the National Geodetic Survey in February 1996..
 AE1594
 AE1594
 AE1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1594
 AE1594.The geoid height was determined by GEOID03.
 AE1594
 AE1594;                    North         East     Units Scale Factor Converg.
 AE1594;SPC TX S     - 5,070,650.505   294,005.884   MT  0.99996818   -0 01 38.1
 AE1594;SPC TX S     -16,635,959.20    964,584.30   sFT  0.99996818   -0 01 38.1
 AE1594;UTM  14      - 2,909,461.740   543,917.555   MT  0.99962381   +0 11 41.9
 AE1594
 AE1594                          SUPERSEDED SURVEY CONTROL
 AE1594
 AE1594  NAD 83(1986)-  26 18 15.58742(N)    098 33 36.06391(W) AD(       ) 4
 AE1594  NAD 27      -  26 18 14.33722(N)    098 33 34.98159(W) AD(       ) 3
 AE1594
 AE1594.Superseded values are not recommended for survey control.
 AE1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1594.See file dsdata.txt to determine how the superseded data were derived.
 AE1594
 AE1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4391809462(NAD 83)
 AE1594_MARKER: 66 = WINDMILL
 AE1594
 AE1594  HISTORY     - Date     Condition        Report By
 AE1594  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1594
 AE1594                          STATION DESCRIPTION
 AE1594
 AE1594'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0481 ***********************************************************************
 BO0481  DESIGNATION -  WINDMILL NEAR WINDCHARGER
 BO0481  PID         -  BO0481
 BO0481  STATE/COUNTY-  TX/SUTTON
 BO0481  USGS QUAD   -  SONORA (1982)
 BO0481
 BO0481                         *CURRENT SURVEY CONTROL
 BO0481  ___________________________________________________________________
 BO0481* NAD 83(1993)-  30 35 54.78297(N)    100 43 01.52358(W)     ADJUSTED  
 BO0481* NAVD 88     -                                                        
 BO0481  ___________________________________________________________________
 BO0481  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 BO0481  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 BO0481
 BO0481  HORZ ORDER  -  THIRD
 BO0481
 BO0481.The horizontal coordinates were established by classical geodetic methods
 BO0481.and adjusted by the National Geodetic Survey in February 1996..
 BO0481
 BO0481
 BO0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0481
 BO0481.The geoid height was determined by GEOID03.
 BO0481
 BO0481;                    North         East     Units Scale Factor Converg.
 BO0481;SPC TX C     - 3,103,367.894   663,200.499   MT  0.99990630   -0 11 51.6
 BO0481;SPC TX C     -10,181,632.83  2,175,850.30   sFT  0.99990630   -0 11 51.6
 BO0481;UTM  14      - 3,386,368.505   335,381.544   MT  0.99993431   -0 52 27.2
 BO0481
 BO0481                          SUPERSEDED SURVEY CONTROL
 BO0481
 BO0481  NAD 83(1986)-  30 35 54.78398(N)    100 43 01.50952(W) AD(       ) 4
 BO0481  NAD 27      -  30 35 54.13800(N)    100 43 00.16500(W) AD(       ) 3
 BO0481
 BO0481.Superseded values are not recommended for survey control.
 BO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0481.See file dsdata.txt to determine how the superseded data were derived.
 BO0481
 BO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3538286369(NAD 83)
 BO0481_MARKER: 66 = WINDMILL
 BO0481
 BO0481  HISTORY     - Date     Condition        Report By
 BO0481  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0481
 BO0481                          STATION DESCRIPTION
 BO0481
 BO0481'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1692 ***********************************************************************
 AB1692  DESIGNATION -  WINDMILL NNE OF NORIAS HSE
 AB1692  PID         -  AB1692
 AB1692  STATE/COUNTY-  TX/KENEDY
 AB1692  USGS QUAD   -  NORIAS (1982)
 AB1692
 AB1692                         *CURRENT SURVEY CONTROL
 AB1692  ___________________________________________________________________
 AB1692* NAD 83(1993)-  26 47 35.44443(N)    097 46 29.88405(W)     ADJUSTED  
 AB1692* NAVD 88     -                                                        
 AB1692  ___________________________________________________________________
 AB1692  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AB1692  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AB1692
 AB1692  HORZ ORDER  -  THIRD
 AB1692
 AB1692.The horizontal coordinates were established by classical geodetic methods
 AB1692.and adjusted by the National Geodetic Survey in February 1996..
 AB1692
 AB1692
 AB1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1692
 AB1692.The geoid height was determined by GEOID03.
 AB1692
 AB1692;                    North         East     Units Scale Factor Converg.
 AB1692;SPC TX S     - 5,125,015.192   372,086.667   MT  0.99990134   +0 19 45.0
 AB1692;SPC TX S     -16,814,320.68  1,220,754.34   sFT  0.99990134   +0 19 45.0
 AB1692;UTM  14      - 2,964,115.106   621,768.911   MT  0.99978305   +0 33 08.2
 AB1692
 AB1692                          SUPERSEDED SURVEY CONTROL
 AB1692
 AB1692  NAD 83(1986)-  26 47 35.45577(N)    097 46 29.85306(W) AD(       ) 4
 AB1692  NAD 27      -  26 47 34.24000(N)    097 46 28.87000(W) AD(       ) 3
 AB1692
 AB1692.Superseded values are not recommended for survey control.
 AB1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1692.See file dsdata.txt to determine how the superseded data were derived.
 AB1692
 AB1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2176964115(NAD 83)
 AB1692_MARKER: 66 = WINDMILL
 AB1692
 AB1692  HISTORY     - Date     Condition        Report By
 AB1692  HISTORY     - 1913     FIRST OBSERVED   CGS
 AB1692
 AB1692                          STATION DESCRIPTION
 AB1692
 AB1692'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1386 ***********************************************************************
 AJ1386  DESIGNATION -  WINDMILL NO WHEEL
 AJ1386  PID         -  AJ1386
 AJ1386  STATE/COUNTY-  TX/WEBB
 AJ1386  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ1386
 AJ1386                         *CURRENT SURVEY CONTROL
 AJ1386  ___________________________________________________________________
 AJ1386* NAD 83(1993)-  27 47 53.08187(N)    099 28 17.45034(W)     ADJUSTED  
 AJ1386* NAVD 88     -                                                        
 AJ1386  ___________________________________________________________________
 AJ1386  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AJ1386  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AJ1386
 AJ1386  HORZ ORDER  -  THIRD
 AJ1386
 AJ1386.The horizontal coordinates were established by classical geodetic methods
 AJ1386.and adjusted by the National Geodetic Survey in February 1996..
 AJ1386
 AJ1386
 AJ1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1386
 AJ1386.The geoid height was determined by GEOID03.
 AJ1386
 AJ1386;                    North         East     Units Scale Factor Converg.
 AJ1386;SPC TX S     - 5,236,518.877   204,264.316   MT  0.99999126   -0 26 27.9
 AJ1386;SPC TX S     -17,180,145.68    670,157.18   sFT  0.99999126   -0 26 27.9
 AJ1386;UTM  14      - 3,074,923.927   453,553.126   MT  0.99962663   -0 13 11.6
 AJ1386
 AJ1386                          SUPERSEDED SURVEY CONTROL
 AJ1386
 AJ1386  NAD 83(1986)-  27 47 53.07822(N)    099 28 17.42564(W) AD(       ) 4
 AJ1386  NAD 27      -  27 47 52.04000(N)    099 28 16.29000(W) AD(       ) 3
 AJ1386
 AJ1386.Superseded values are not recommended for survey control.
 AJ1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1386.See file dsdata.txt to determine how the superseded data were derived.
 AJ1386
 AJ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5355374924(NAD 83)
 AJ1386_MARKER: 66 = WINDMILL
 AJ1386
 AJ1386  HISTORY     - Date     Condition        Report By
 AJ1386  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1386  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ1386
 AJ1386                          STATION DESCRIPTION
 AJ1386
 AJ1386'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0546 ***********************************************************************
 BO0546  DESIGNATION -  WINDMILL NORTH OF STA CROCKETT
 BO0546  PID         -  BO0546
 BO0546  STATE/COUNTY-  TX/CROCKETT
 BO0546  USGS QUAD   -  OWENS CREEK NE (1967)
 BO0546
 BO0546                         *CURRENT SURVEY CONTROL
 BO0546  ___________________________________________________________________
 BO0546* NAD 83(1993)-  30 56 04.89858(N)    101 34 11.81109(W)     ADJUSTED  
 BO0546* NAVD 88     -                                                        
 BO0546  ___________________________________________________________________
 BO0546  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BO0546  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 BO0546
 BO0546  HORZ ORDER  -  THIRD
 BO0546
 BO0546.The horizontal coordinates were established by classical geodetic methods
 BO0546.and adjusted by the National Geodetic Survey in February 1996..
 BO0546
 BO0546
 BO0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0546
 BO0546.The geoid height was determined by GEOID03.
 BO0546
 BO0546;                    North         East     Units Scale Factor Converg.
 BO0546;SPC TX C     - 3,141,223.854   581,833.995   MT  0.99988242   -0 38 12.9
 BO0546;SPC TX C     -10,305,831.93  1,908,900.37   sFT  0.99988242   -0 38 12.9
 BO0546;UTM  14      - 3,425,196.514   254,451.087   MT  1.00034381   -1 19 18.4
 BO0546
 BO0546                          SUPERSEDED SURVEY CONTROL
 BO0546
 BO0546  NAD 83(1986)-  30 56 04.90986(N)    101 34 11.79780(W) AD(       ) 4
 BO0546  NAD 27      -  30 56 04.32400(N)    101 34 10.37200(W) AD(       ) 3
 BO0546
 BO0546.Superseded values are not recommended for survey control.
 BO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0546.See file dsdata.txt to determine how the superseded data were derived.
 BO0546
 BO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV5445125197(NAD 83)
 BO0546_MARKER: 66 = WINDMILL
 BO0546
 BO0546  HISTORY     - Date     Condition        Report By
 BO0546  HISTORY     - 1943     FIRST OBSERVED   CGS
 BO0546
 BO0546                          STATION DESCRIPTION
 BO0546
 BO0546'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0726 ***********************************************************************
 AO0726  DESIGNATION -  WINDMILL NORTHEAST OF STA CUP
 AO0726  PID         -  AO0726
 AO0726  STATE/COUNTY-  TX/WEBB
 AO0726  USGS QUAD   -  GALVAN RANCH (1982)
 AO0726
 AO0726                         *CURRENT SURVEY CONTROL
 AO0726  ___________________________________________________________________
 AO0726* NAD 83(1993)-  28 04 34.21198(N)    099 44 07.38644(W)     ADJUSTED  
 AO0726* NAVD 88     -                                                        
 AO0726  ___________________________________________________________________
 AO0726  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AO0726  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AO0726
 AO0726  HORZ ORDER  -  THIRD
 AO0726
 AO0726.The horizontal coordinates were established by classical geodetic methods
 AO0726.and adjusted by the National Geodetic Survey in February 1996..
 AO0726
 AO0726
 AO0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0726
 AO0726.The geoid height was determined by GEOID03.
 AO0726
 AO0726;                    North         East     Units Scale Factor Converg.
 AO0726;SPC TX S     - 5,267,563.336   178,564.144   MT  1.00007049   -0 33 39.1
 AO0726;SPC TX S     -17,281,997.38    585,839.20   sFT  1.00007049   -0 33 39.1
 AO0726;SPC TXSC     - 4,027,142.199   527,710.153   MT  1.00010232   -0 21 37.0
 AO0726;SPC TXSC     -13,212,382.36  1,731,329.06   sFT  1.00010232   -0 21 37.0
 AO0726;UTM  14      - 3,105,858.401   427,744.873   MT  0.99966444   -0 20 46.0
 AO0726
 AO0726                          SUPERSEDED SURVEY CONTROL
 AO0726
 AO0726  NAD 83(1986)-  28 04 34.20657(N)    099 44 07.36117(W) AD(       ) 4
 AO0726  NAD 27      -  28 04 33.19900(N)    099 44 06.18500(W) AD(       ) 3
 AO0726
 AO0726.Superseded values are not recommended for survey control.
 AO0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0726.See file dsdata.txt to determine how the superseded data were derived.
 AO0726
 AO0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2774505858(NAD 83)
 AO0726_MARKER: 66 = WINDMILL
 AO0726
 AO0726  HISTORY     - Date     Condition        Report By
 AO0726  HISTORY     - 1917     FIRST OBSERVED   CGS
 AO0726
 AO0726                          STATION DESCRIPTION
 AO0726
 AO0726'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1406 ***********************************************************************
 AJ1406  DESIGNATION -  WINDMILL NW OF STA DOLORES
 AJ1406  PID         -  AJ1406
 AJ1406  STATE/COUNTY-  TX/WEBB
 AJ1406  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1406
 AJ1406                         *CURRENT SURVEY CONTROL
 AJ1406  ___________________________________________________________________
 AJ1406* NAD 83(1993)-  27 20 28.80293(N)    099 28 36.23395(W)     ADJUSTED  
 AJ1406* NAVD 88     -                                                        
 AJ1406  ___________________________________________________________________
 AJ1406  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AJ1406  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AJ1406
 AJ1406  HORZ ORDER  -  THIRD
 AJ1406
 AJ1406.The horizontal coordinates were established by classical geodetic methods
 AJ1406.and adjusted by the National Geodetic Survey in February 1996..
 AJ1406
 AJ1406
 AJ1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1406
 AJ1406.The geoid height was determined by GEOID03.
 AJ1406
 AJ1406;                    North         East     Units Scale Factor Converg.
 AJ1406;SPC TX S     - 5,185,914.084   203,358.466   MT  0.99991235   -0 26 36.4
 AJ1406;SPC TX S     -17,014,119.79    667,185.23   sFT  0.99991235   -0 26 36.4
 AJ1406;UTM  14      - 3,024,332.163   452,844.310   MT  0.99962745   -0 13 08.3
 AJ1406
 AJ1406                          SUPERSEDED SURVEY CONTROL
 AJ1406
 AJ1406  NAD 83(1986)-  27 20 28.79896(N)    099 28 36.20474(W) AD(       ) 4
 AJ1406  NAD 27      -  27 20 27.71400(N)    099 28 35.05400(W) AD(       ) 3
 AJ1406
 AJ1406.Superseded values are not recommended for survey control.
 AJ1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1406.See file dsdata.txt to determine how the superseded data were derived.
 AJ1406
 AJ1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5284424332(NAD 83)
 AJ1406_MARKER: 66 = WINDMILL
 AJ1406
 AJ1406  HISTORY     - Date     Condition        Report By
 AJ1406  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1406
 AJ1406                          STATION DESCRIPTION
 AJ1406
 AJ1406'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0549 ***********************************************************************
 BO0549  DESIGNATION -  WINDMILL NW OF STA WORLD
 BO0549  PID         -  BO0549
 BO0549  STATE/COUNTY-  TX/CROCKETT
 BO0549  USGS QUAD   -  OWENS CREEK NW (1967)
 BO0549
 BO0549                         *CURRENT SURVEY CONTROL
 BO0549  ___________________________________________________________________
 BO0549* NAD 83(1993)-  30 58 57.80289(N)    101 38 17.48983(W)     ADJUSTED  
 BO0549* NAVD 88     -                                                        
 BO0549  ___________________________________________________________________
 BO0549  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BO0549  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 BO0549
 BO0549  HORZ ORDER  -  THIRD
 BO0549
 BO0549.The horizontal coordinates were established by classical geodetic methods
 BO0549.and adjusted by the National Geodetic Survey in February 1996..
 BO0549
 BO0549
 BO0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0549
 BO0549.The geoid height was determined by GEOID03.
 BO0549
 BO0549;                    North         East     Units Scale Factor Converg.
 BO0549;SPC TX C     - 3,146,622.265   575,375.601   MT  0.99988180   -0 40 19.5
 BO0549;SPC TX C     -10,323,543.21  1,887,711.45   sFT  0.99988180   -0 40 19.5
 BO0549;UTM  14      - 3,430,674.472   248,054.690   MT  1.00038307   -1 21 31.7
 BO0549
 BO0549                          SUPERSEDED SURVEY CONTROL
 BO0549
 BO0549  NAD 83(1986)-  30 58 57.81426(N)    101 38 17.47608(W) AD(       ) 4
 BO0549  NAD 27      -  30 58 57.23800(N)    101 38 16.04300(W) AD(       ) 3
 BO0549
 BO0549.Superseded values are not recommended for survey control.
 BO0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0549.See file dsdata.txt to determine how the superseded data were derived.
 BO0549
 BO0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV4805530674(NAD 83)
 BO0549_MARKER: 66 = WINDMILL
 BO0549
 BO0549  HISTORY     - Date     Condition        Report By
 BO0549  HISTORY     - 1943     FIRST OBSERVED   CGS
 BO0549
 BO0549                          STATION DESCRIPTION
 BO0549
 BO0549'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0646 ***********************************************************************
 AZ0646  DESIGNATION -  WINDMILL S OF STA JOHNSTONE
 AZ0646  PID         -  AZ0646
 AZ0646  STATE/COUNTY-  TX/VAL VERDE
 AZ0646  USGS QUAD   -  DEL RIO SE (1972)
 AZ0646
 AZ0646                         *CURRENT SURVEY CONTROL
 AZ0646  ___________________________________________________________________
 AZ0646* NAD 83(1993)-  29 22 20.64317(N)    100 46 06.39172(W)     ADJUSTED  
 AZ0646* NAVD 88     -                                                        
 AZ0646  ___________________________________________________________________
 AZ0646  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AZ0646  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0646
 AZ0646  HORZ ORDER  -  THIRD
 AZ0646
 AZ0646.The horizontal coordinates were established by classical geodetic methods
 AZ0646.and adjusted by the National Geodetic Survey in February 1996..
 AZ0646
 AZ0646
 AZ0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0646
 AZ0646.The geoid height was determined by GEOID03.
 AZ0646
 AZ0646;                    North         East     Units Scale Factor Converg.
 AZ0646;SPC TXSC     - 4,171,867.205   428,336.180   MT  0.99986346   -0 51 59.0
 AZ0646;SPC TXSC     -13,687,200.99  1,405,299.62   sFT  0.99986346   -0 51 59.0
 AZ0646;UTM  14      - 3,250,545.064   328,360.628   MT  0.99996352   -0 52 03.4
 AZ0646
 AZ0646                          SUPERSEDED SURVEY CONTROL
 AZ0646
 AZ0646  NAD 83(1986)-  29 22 20.63439(N)    100 46 06.37166(W) AD(       ) 4
 AZ0646  NAD 27      -  29 22 19.80000(N)    100 46 05.05000(W) AD(       ) 3
 AZ0646
 AZ0646.Superseded values are not recommended for survey control.
 AZ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0646.See file dsdata.txt to determine how the superseded data were derived.
 AZ0646
 AZ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT2836150545(NAD 83)
 AZ0646_MARKER: 66 = WINDMILL
 AZ0646
 AZ0646  HISTORY     - Date     Condition        Report By
 AZ0646  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0646
 AZ0646                          STATION DESCRIPTION
 AZ0646
 AZ0646'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0229 ***********************************************************************
 AP0229  DESIGNATION -  WINDMILL S OF STA NINE
 AP0229  PID         -  AP0229
 AP0229  STATE/COUNTY-  TX/MAVERICK
 AP0229  USGS QUAD   -  QUEMADO SE (1974)
 AP0229
 AP0229                         *CURRENT SURVEY CONTROL
 AP0229  ___________________________________________________________________
 AP0229* NAD 83(1993)-  28 48 13.67597(N)    100 31 18.77225(W)     ADJUSTED  
 AP0229* NAVD 88     -                                                        
 AP0229  ___________________________________________________________________
 AP0229  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AP0229  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AP0229
 AP0229  HORZ ORDER  -  THIRD
 AP0229
 AP0229.The horizontal coordinates were established by classical geodetic methods
 AP0229.and adjusted by the National Geodetic Survey in February 1996..
 AP0229
 AP0229
 AP0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0229
 AP0229.The geoid height was determined by GEOID03.
 AP0229
 AP0229;                    North         East     Units Scale Factor Converg.
 AP0229;SPC TXSC     - 4,108,521.373   451,448.568   MT  0.99990590   -0 44 44.1
 AP0229;SPC TXSC     -13,479,373.87  1,481,127.51   sFT  0.99990590   -0 44 44.1
 AP0229;UTM  14      - 3,187,199.036   351,480.398   MT  0.99987221   -0 44 00.2
 AP0229
 AP0229                          SUPERSEDED SURVEY CONTROL
 AP0229
 AP0229  NAD 83(1986)-  28 48 13.67058(N)    100 31 18.75008(W) AD(       ) 4
 AP0229  NAD 27      -  28 48 12.76000(N)    100 31 17.47000(W) AD(       ) 3
 AP0229
 AP0229.Superseded values are not recommended for survey control.
 AP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0229.See file dsdata.txt to determine how the superseded data were derived.
 AP0229
 AP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5148087199(NAD 83)
 AP0229_MARKER: 66 = WINDMILL
 AP0229
 AP0229  HISTORY     - Date     Condition        Report By
 AP0229  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0229
 AP0229                          STATION DESCRIPTION
 AP0229
 AP0229'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1388 ***********************************************************************
 AJ1388  DESIGNATION -  WINDMILL SOUTH OF STA TAJONE
 AJ1388  PID         -  AJ1388
 AJ1388  STATE/COUNTY-  TX/WEBB
 AJ1388  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ1388
 AJ1388                         *CURRENT SURVEY CONTROL
 AJ1388  ___________________________________________________________________
 AJ1388* NAD 83(1993)-  27 49 00.27067(N)    099 29 02.47022(W)     ADJUSTED  
 AJ1388* NAVD 88     -                                                        
 AJ1388  ___________________________________________________________________
 AJ1388  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AJ1388  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AJ1388
 AJ1388  HORZ ORDER  -  THIRD
 AJ1388
 AJ1388.The horizontal coordinates were established by classical geodetic methods
 AJ1388.and adjusted by the National Geodetic Survey in February 1996..
 AJ1388
 AJ1388
 AJ1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1388
 AJ1388.The geoid height was determined by GEOID03.
 AJ1388
 AJ1388;                    North         East     Units Scale Factor Converg.
 AJ1388;SPC TX S     - 5,238,596.576   203,048.138   MT  0.99999584   -0 26 48.3
 AJ1388;SPC TX S     -17,186,962.27    666,167.10   sFT  0.99999584   -0 26 48.3
 AJ1388;UTM  14      - 3,076,996.160   452,329.391   MT  0.99962805   -0 13 33.1
 AJ1388
 AJ1388                          SUPERSEDED SURVEY CONTROL
 AJ1388
 AJ1388  NAD 83(1986)-  27 49 00.26685(N)    099 29 02.44554(W) AD(       ) 4
 AJ1388  NAD 27      -  27 48 59.23000(N)    099 29 01.31000(W) AD(       ) 3
 AJ1388
 AJ1388.Superseded values are not recommended for survey control.
 AJ1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1388.See file dsdata.txt to determine how the superseded data were derived.
 AJ1388
 AJ1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5232976996(NAD 83)
 AJ1388_MARKER: 66 = WINDMILL
 AJ1388
 AJ1388  HISTORY     - Date     Condition        Report By
 AJ1388  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1388
 AJ1388                          STATION DESCRIPTION
 AJ1388
 AJ1388'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1408 ***********************************************************************
 AJ1408  DESIGNATION -  WINDMILL SOUTH OF STA FORT
 AJ1408  PID         -  AJ1408
 AJ1408  STATE/COUNTY-  TX/WEBB
 AJ1408  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1408
 AJ1408                         *CURRENT SURVEY CONTROL
 AJ1408  ___________________________________________________________________
 AJ1408* NAD 83(1993)-  27 25 55.52926(N)    099 25 06.68793(W)     ADJUSTED  
 AJ1408* NAVD 88     -                                                        
 AJ1408  ___________________________________________________________________
 AJ1408  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AJ1408  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AJ1408
 AJ1408  HORZ ORDER  -  THIRD
 AJ1408
 AJ1408.The horizontal coordinates were established by classical geodetic methods
 AJ1408.and adjusted by the National Geodetic Survey in February 1996..
 AJ1408
 AJ1408
 AJ1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1408
 AJ1408.The geoid height was determined by GEOID03.
 AJ1408
 AJ1408;                    North         East     Units Scale Factor Converg.
 AJ1408;SPC TX S     - 5,195,926.527   209,190.795   MT  0.99992298   -0 25 01.3
 AJ1408;SPC TX S     -17,046,968.95    686,320.13   sFT  0.99992298   -0 25 01.3
 AJ1408;UTM  14      - 3,034,364.421   458,635.694   MT  0.99962112   -0 11 34.1
 AJ1408
 AJ1408                          SUPERSEDED SURVEY CONTROL
 AJ1408
 AJ1408  NAD 83(1986)-  27 25 55.52641(N)    099 25 06.65970(W) AD(       ) 4
 AJ1408  NAD 27      -  27 25 54.45600(N)    099 25 05.51700(W) AD(       ) 3
 AJ1408
 AJ1408.Superseded values are not recommended for survey control.
 AJ1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1408.See file dsdata.txt to determine how the superseded data were derived.
 AJ1408
 AJ1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5863634364(NAD 83)
 AJ1408_MARKER: 66 = WINDMILL
 AJ1408
 AJ1408  HISTORY     - Date     Condition        Report By
 AJ1408  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1408
 AJ1408                          STATION DESCRIPTION
 AJ1408
 AJ1408'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0550 ***********************************************************************
 BO0550  DESIGNATION -  WINDMILL SW OF STA WORLD
 BO0550  PID         -  BO0550
 BO0550  STATE/COUNTY-  TX/CROCKETT
 BO0550  USGS QUAD   -  OWENS CREEK NW (1967)
 BO0550
 BO0550                         *CURRENT SURVEY CONTROL
 BO0550  ___________________________________________________________________
 BO0550* NAD 83(1993)-  30 57 16.78366(N)    101 38 04.30264(W)     ADJUSTED  
 BO0550* NAVD 88     -                                                        
 BO0550  ___________________________________________________________________
 BO0550  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BO0550  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 BO0550
 BO0550  HORZ ORDER  -  THIRD
 BO0550
 BO0550.The horizontal coordinates were established by classical geodetic methods
 BO0550.and adjusted by the National Geodetic Survey in February 1996..
 BO0550
 BO0550
 BO0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0550
 BO0550.The geoid height was determined by GEOID03.
 BO0550
 BO0550;                    North         East     Units Scale Factor Converg.
 BO0550;SPC TX C     - 3,143,507.666   575,689.056   MT  0.99988207   -0 40 12.7
 BO0550;SPC TX C     -10,313,324.73  1,888,739.84   sFT  0.99988207   -0 40 12.7
 BO0550;UTM  14      - 3,427,554.782   248,330.961   MT  1.00038135   -1 21 20.9
 BO0550
 BO0550                          SUPERSEDED SURVEY CONTROL
 BO0550
 BO0550  NAD 83(1986)-  30 57 16.79505(N)    101 38 04.28896(W) AD(       ) 4
 BO0550  NAD 27      -  30 57 16.21400(N)    101 38 02.85900(W) AD(       ) 3
 BO0550
 BO0550.Superseded values are not recommended for survey control.
 BO0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0550.See file dsdata.txt to determine how the superseded data were derived.
 BO0550
 BO0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV4833127555(NAD 83)
 BO0550_MARKER: 66 = WINDMILL
 BO0550
 BO0550  HISTORY     - Date     Condition        Report By
 BO0550  HISTORY     - 1943     FIRST OBSERVED   CGS
 BO0550
 BO0550                          STATION DESCRIPTION
 BO0550
 BO0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0550'WINDMILL IS LOCATED BY AIRLINE DISTANCES ABOUT 26 MILES SOUTHEAST
 BO0550'OF RANKIN, 19 MILES SOUTHWEST OF BIG LAKE, AND 23 MILES NORTHEAST
 BO0550'OF SHEFFIELD, AND 1-1/2 MILES SOUTHWEST OF TRIANGULATION
 BO0550'STATION WORLD.  IT IS NEAR SOME CORRALS, ON THE SOUTH SIDE OF A
 BO0550'DIRT ROAD.  A REGULAR AERMOTOR COMPANY WINDMILL ABOUT 50 FEET
 BO0550'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0976 ***********************************************************************
 CB0976  DESIGNATION -  WINDMILL SW OF STA MEX USGS
 CB0976  PID         -  CB0976
 CB0976  STATE/COUNTY-  TX/CROCKETT
 CB0976  USGS QUAD   -  RANKIN SE (1970)
 CB0976
 CB0976                         *CURRENT SURVEY CONTROL
 CB0976  ___________________________________________________________________
 CB0976* NAD 83(1993)-  31 01 00.79829(N)    101 46 28.28507(W)     ADJUSTED  
 CB0976* NAVD 88     -                                                        
 CB0976  ___________________________________________________________________
 CB0976  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 CB0976  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CB0976
 CB0976  HORZ ORDER  -  THIRD
 CB0976
 CB0976.The horizontal coordinates were established by classical geodetic methods
 CB0976.and adjusted by the National Geodetic Survey in February 1996..
 CB0976
 CB0976
 CB0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0976
 CB0976.The geoid height was determined by GEOID03.
 CB0976
 CB0976;                    North         East     Units Scale Factor Converg.
 CB0976;SPC TX C     - 3,150,570.110   562,404.565   MT  0.99988178   -0 44 32.3
 CB0976;SPC TX C     -10,336,495.44  1,845,155.64   sFT  0.99988178   -0 44 32.3
 CB0976;UTM  14      - 3,434,779.887   235,124.947   MT  1.00046551   -1 25 49.9
 CB0976
 CB0976                          SUPERSEDED SURVEY CONTROL
 CB0976
 CB0976  NAD 83(1986)-  31 01 00.80950(N)    101 46 28.27207(W) AD(       ) 4
 CB0976  NAD 27      -  31 01 00.24100(N)    101 46 26.82100(W) AD(       ) 3
 CB0976
 CB0976.Superseded values are not recommended for survey control.
 CB0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0976.See file dsdata.txt to determine how the superseded data were derived.
 CB0976
 CB0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV3512534780(NAD 83)
 CB0976_MARKER: 66 = WINDMILL
 CB0976
 CB0976  HISTORY     - Date     Condition        Report By
 CB0976  HISTORY     - 1943     FIRST OBSERVED   CGS
 CB0976
 CB0976                          STATION DESCRIPTION
 CB0976
 CB0976'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1196 ***********************************************************************
 AH1196  DESIGNATION -  WINDMILL T
 AH1196  PID         -  AH1196
 AH1196  STATE/COUNTY-  TX/ARANSAS
 AH1196  USGS QUAD   -  ARANSAS PASS (1975)
 AH1196
 AH1196                         *CURRENT SURVEY CONTROL
 AH1196  ___________________________________________________________________
 AH1196* NAD 83(1993)-  27 59 14.32535(N)    097 08 28.95265(W)     ADJUSTED  
 AH1196* NAVD 88     -                                                        
 AH1196  ___________________________________________________________________
 AH1196  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AH1196  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH1196
 AH1196  HORZ ORDER  -  THIRD
 AH1196
 AH1196.The horizontal coordinates were established by classical geodetic methods
 AH1196.and adjusted by the National Geodetic Survey in February 1996..
 AH1196
 AH1196
 AH1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1196
 AH1196.The geoid height was determined by GEOID03.
 AH1196
 AH1196;                    North         East     Units Scale Factor Converg.
 AH1196;SPC TXSC     - 4,018,519.609   782,856.551   MT  1.00013720   +0 54 38.0
 AH1196;SPC TXSC     -13,184,093.08  2,568,421.87   sFT  1.00013720   +0 54 38.0
 AH1196;SPC TX S     - 5,257,840.679   433,655.582   MT  1.00004260   +0 37 00.6
 AH1196;SPC TX S     -17,250,098.96  1,422,751.69   sFT  1.00004260   +0 37 00.6
 AH1196;UTM  14      - 3,097,188.491   682,784.094   MT  1.00001238   +0 52 20.8
 AH1196
 AH1196                          SUPERSEDED SURVEY CONTROL
 AH1196
 AH1196  NAD 83(1986)-  27 59 14.33298(N)    097 08 28.93202(W) AD(       ) 4
 AH1196  NAD 27      -  27 59 13.26000(N)    097 08 27.97000(W) AD(       ) 3
 AH1196
 AH1196.Superseded values are not recommended for survey control.
 AH1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1196.See file dsdata.txt to determine how the superseded data were derived.
 AH1196
 AH1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8278497188(NAD 83)
 AH1196_MARKER: 66 = WINDMILL
 AH1196
 AH1196  HISTORY     - Date     Condition        Report By
 AH1196  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1196
 AH1196                          STATION DESCRIPTION
 AH1196
 AH1196'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1404 ***********************************************************************
 AJ1404  DESIGNATION -  WINDMILL WEST OF STA GEORGE
 AJ1404  PID         -  AJ1404
 AJ1404  STATE/COUNTY-  TX/WEBB
 AJ1404  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1404
 AJ1404                         *CURRENT SURVEY CONTROL
 AJ1404  ___________________________________________________________________
 AJ1404* NAD 83(1993)-  27 20 19.10388(N)    099 24 30.25904(W)     ADJUSTED  
 AJ1404* NAVD 88     -                                                        
 AJ1404  ___________________________________________________________________
 AJ1404  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AJ1404  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1404
 AJ1404  HORZ ORDER  -  THIRD
 AJ1404
 AJ1404.The horizontal coordinates were established by classical geodetic methods
 AJ1404.and adjusted by the National Geodetic Survey in February 1996..
 AJ1404
 AJ1404
 AJ1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1404
 AJ1404.The geoid height was determined by GEOID03.
 AJ1404
 AJ1404;                    North         East     Units Scale Factor Converg.
 AJ1404;SPC TX S     - 5,185,565.086   210,116.666   MT  0.99991208   -0 24 44.7
 AJ1404;SPC TX S     -17,012,974.79    689,357.76   sFT  0.99991208   -0 24 44.7
 AJ1404;UTM  14      - 3,024,009.761   459,601.876   MT  0.99962015   -0 11 15.2
 AJ1404
 AJ1404                          SUPERSEDED SURVEY CONTROL
 AJ1404
 AJ1404  NAD 83(1986)-  27 20 19.10044(N)    099 24 30.22951(W) AD(       ) 4
 AJ1404  NAD 27      -  27 20 18.01700(N)    099 24 29.08500(W) AD(       ) 3
 AJ1404
 AJ1404.Superseded values are not recommended for survey control.
 AJ1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1404.See file dsdata.txt to determine how the superseded data were derived.
 AJ1404
 AJ1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5960224010(NAD 83)
 AJ1404_MARKER: 66 = WINDMILL
 AJ1404
 AJ1404  HISTORY     - Date     Condition        Report By
 AJ1404  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1404
 AJ1404                          STATION DESCRIPTION
 AJ1404
 AJ1404'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0482 ***********************************************************************
 BO0482  DESIGNATION -  WINDMILL WEST OF TWO
 BO0482  PID         -  BO0482
 BO0482  STATE/COUNTY-  TX/SUTTON
 BO0482  USGS QUAD   -  SONORA (1982)
 BO0482
 BO0482                         *CURRENT SURVEY CONTROL
 BO0482  ___________________________________________________________________
 BO0482* NAD 83(1993)-  30 37 29.45650(N)    100 41 34.25932(W)     ADJUSTED  
 BO0482* NAVD 88     -                                                        
 BO0482  ___________________________________________________________________
 BO0482  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 BO0482  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 BO0482
 BO0482  HORZ ORDER  -  THIRD
 BO0482
 BO0482.The horizontal coordinates were established by classical geodetic methods
 BO0482.and adjusted by the National Geodetic Survey in February 1996..
 BO0482
 BO0482
 BO0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0482
 BO0482.The geoid height was determined by GEOID03.
 BO0482
 BO0482;                    North         East     Units Scale Factor Converg.
 BO0482;SPC TX C     - 3,106,275.328   665,534.361   MT  0.99990320   -0 11 06.6
 BO0482;SPC TX C     -10,191,171.64  2,183,507.32   sFT  0.99990320   -0 11 06.6
 BO0482;UTM  14      - 3,389,248.233   337,749.654   MT  0.99992476   -0 51 45.2
 BO0482
 BO0482                          SUPERSEDED SURVEY CONTROL
 BO0482
 BO0482  NAD 83(1986)-  30 37 29.45728(N)    100 41 34.24520(W) AD(       ) 4
 BO0482  NAD 27      -  30 37 28.81500(N)    100 41 32.90000(W) AD(       ) 3
 BO0482
 BO0482.Superseded values are not recommended for survey control.
 BO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0482.See file dsdata.txt to determine how the superseded data were derived.
 BO0482
 BO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3775089248(NAD 83)
 BO0482_MARKER: 66 = WINDMILL
 BO0482
 BO0482  HISTORY     - Date     Condition        Report By
 BO0482  HISTORY     - 1944     FIRST OBSERVED   CGS
 BO0482
 BO0482                          STATION DESCRIPTION
 BO0482
 BO0482'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0072 ***********************************************************************
 DN0072  DESIGNATION -  WINDOM
 DN0072  PID         -  DN0072
 DN0072  STATE/COUNTY-  TX/FANNIN
 DN0072  USGS QUAD   -  DODD CITY (1984)
 DN0072
 DN0072                         *CURRENT SURVEY CONTROL
 DN0072  ___________________________________________________________________
 DN0072* NAD 83(1993)-  33 33 54.99691(N)    096 00 11.23789(W)     ADJUSTED  
 DN0072* NAVD 88     -       210.922  (meters)     692.00   (feet)  ADJUSTED  
 DN0072  ___________________________________________________________________
 DN0072  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DN0072  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DN0072  DYNAMIC HT  -         210.697 (meters)     691.26  (feet)  COMP
 DN0072  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DN0072
 DN0072  HORZ ORDER  -  THIRD
 DN0072  VERT ORDER  -  SECOND    CLASS 0
 DN0072
 DN0072.The horizontal coordinates were established by classical geodetic methods
 DN0072.and adjusted by the National Geodetic Survey in February 1996..
 DN0072
 DN0072.The orthometric height was determined by differential leveling
 DN0072.and adjusted by the National Geodetic Survey in June 1991..
 DN0072
 DN0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0072
 DN0072.The geoid height was determined by GEOID03.
 DN0072
 DN0072.The dynamic height is computed by dividing the NAVD 88
 DN0072.geopotential number by the normal gravity value computed on the
 DN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0072.degrees latitude (g = 980.6199 gals.).
 DN0072
 DN0072.The modeled gravity was interpolated from observed gravity values.
 DN0072
 DN0072;                    North         East     Units Scale Factor Converg.
 DN0072;SPC TXNC     - 2,213,295.050   831,799.928   MT  0.99991269   +1 21 42.4
 DN0072;SPC TXNC     - 7,261,452.18  2,728,996.93   sFT  0.99991269   +1 21 42.4
 DN0072;UTM  14      - 3,717,981.384   778,206.737   MT  1.00055432   +1 39 28.8
 DN0072;UTM  15      - 3,717,998.184   221,213.479   MT  1.00055831   -1 39 41.2
 DN0072
 DN0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0072!SPC TXNC     -   0.99997101  x   0.99991269  =   0.99988370
 DN0072!UTM  14      -   0.99997101  x   1.00055432  =   1.00052531
 DN0072!UTM  15      -   0.99997101  x   1.00055831  =   1.00052930
 DN0072
 DN0072|---------------------------------------------------------------------|
 DN0072| PID    Reference Object                     Distance      Geod. Az  |
 DN0072|                                                           dddmmss.s |
 DN0072| CY3145 WINDOM RM 1                          21.646 METERS 00457     |
 DN0072| DM1441 WINDOM MUNICIPAL TANK               438.345 METERS 0913247.1 |
 DN0072| CY3146 WINDOM RM 2                          13.582 METERS 09444     |
 DN0072| DN1052 DODD CITY MUNICIPAL TANK            APPROX. 6.1 KM 2785356.3 |
 DN0072| CY3144 WINDOM AZ MK                                       2790510.1 |
 DN0072|---------------------------------------------------------------------|
 DN0072
 DN0072                          SUPERSEDED SURVEY CONTROL
 DN0072
 DN0072  NAD 83(1993)-  33 33 54.99818(N)    096 00 11.23649(W) AD(       ) 3
 DN0072  NAD 83(1986)-  33 33 55.00339(N)    096 00 11.22783(W) AD(       ) 3
 DN0072  NAD 27      -  33 33 54.62960(N)    096 00 10.33180(W) AD(       ) 3
 DN0072  NGVD 29 (??/??/92)  210.906  (m)          691.95   (f) ADJ UNCH    2 0
 DN0072
 DN0072.Superseded values are not recommended for survey control.
 DN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0072.See file dsdata.txt to determine how the superseded data were derived.
 DN0072
 DN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7820717981(NAD 83)
 DN0072_MARKER: DB = BENCH MARK DISK
 DN0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0072_SP_SET: FOUNDATION
 DN0072_STAMPING: WINDOM 1934
 DN0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0072
 DN0072  HISTORY     - Date     Condition        Report By
 DN0072  HISTORY     - 1934     MONUMENTED       CGS
 DN0072  HISTORY     - 1955     GOOD             CGS
 DN0072  HISTORY     - 1957     GOOD             CGS
 DN0072  HISTORY     - 1982     GOOD             LOCSUR
 DN0072  HISTORY     - 19940404 POOR             USPSQD
 DN0072  HISTORY     - 20020901 POOR             INDIV
 DN0072
 DN0072                          STATION DESCRIPTION
 DN0072
 DN0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0072'IN WINDOM.
 DN0072'DISK SET VERTICALLY IN THE IN THE N FACE AND AT THE NE CORNER OF THE
 DN0072'WINDOM INDEPENDENT SCHOOL DISTRICT NO. 23 BUILDING.  5 INCHES ABOVE
 DN0072'THE LEVEL OF THE GROUND.
 DN0072
 DN0072                          STATION RECOVERY (1955)
 DN0072
 DN0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN0072'STATION IS LOCATED AT THE WEST EDGE OF THE TOWN OF WINDOM
 DN0072'ON THE SOUTH SIDE OF U.S. HIGHWAY 82.
 DN0072'
 DN0072'STATION, STAMPED WINDOM 1955, IS A STANDARD USC AND GS BRONZE DISK
 DN0072'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DN0072'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 36.2 FEET SOUTH OF THE
 DN0072'CENTERLINE OF U.S. HIGHWAY 82, 30.6 FEET NORTH OF THE NORTH
 DN0072'RAIL OF RAILROAD TRACKS AND 270 FEET WEST OF THE JUNCTION OF
 DN0072'U.S. HIGHWAY 82 AND FARM ROAD 1743.
 DN0072'
 DN0072'R.M. 1, STAMPED WINDOM NO 1 1955, IS A STANDARD USC AND GS
 DN0072'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 DN0072'MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND
 DN0072'IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 34.5
 DN0072'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 82, AND 20.0
 DN0072'FEET WEST OF A FENCE CORNER.
 DN0072'
 DN0072'R.M. 2, STAMPED WINDOM NO 2 1955, IS A STANDARD USC AND GS
 DN0072'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 DN0072'MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND
 DN0072'IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 37.8 FEET
 DN0072'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 82.
 DN0072'
 DN0072'AZIMUTH MARK, STAMPED WINDOM 1955, IS A STANDARD USC AND GS
 DN0072'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 DN0072'MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 DN0072'IT IS 56.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 82,
 DN0072'21.0 FEET EAST OF THE CENTERLINE OF DIRT ROAD, AND 2.0 FEET
 DN0072'SOUTH OF FENCE CORNER.  TO REACH FROM THE STATION GO WEST
 DN0072'ON U.S. HIGHWAY 82 FOR 0.55 MILE TO THE MARK ON THE EAST
 DN0072'SIDE OF DIRT ROAD.
 DN0072
 DN0072                          STATION RECOVERY (1957)
 DN0072
 DN0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN0072'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN0072'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN0072'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN0072
 DN0072                          STATION RECOVERY (1982)
 DN0072
 DN0072'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 DN0072'RECOVERED IN GOOD CONDITION.
 DN0072
 DN0072                          STATION RECOVERY (1994)
 DN0072
 DN0072'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0072'MARK RECOVERED IN POOR CONDITION.
 DN0072
 DN0072                          STATION RECOVERY (2002)
 DN0072
 DN0072'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0072'RECOVERED AS DESCRIBED AND IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1441 ***********************************************************************
 DM1441  DESIGNATION -  WINDOM MUNICIPAL TANK
 DM1441  PID         -  DM1441
 DM1441  STATE/COUNTY-  TX/FANNIN
 DM1441  USGS QUAD   -  HONEY GROVE (1984)
 DM1441
 DM1441                         *CURRENT SURVEY CONTROL
 DM1441  ___________________________________________________________________
 DM1441* NAD 83(1993)-  33 33 54.61263(N)    095 59 54.24901(W)     ADJUSTED  
 DM1441* NAVD 88     -                                                        
 DM1441  ___________________________________________________________________
 DM1441  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DM1441  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DM1441
 DM1441  HORZ ORDER  -  THIRD
 DM1441
 DM1441.The horizontal coordinates were established by classical geodetic methods
 DM1441.and adjusted by the National Geodetic Survey in February 1996..
 DM1441
 DM1441
 DM1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1441
 DM1441.The geoid height was determined by GEOID03.
 DM1441
 DM1441;                    North         East     Units Scale Factor Converg.
 DM1441;SPC TXNC     - 2,213,293.638   832,238.232   MT  0.99991268   +1 21 51.7
 DM1441;SPC TXNC     - 7,261,447.54  2,730,434.93   sFT  0.99991268   +1 21 51.7
 DM1441;UTM  15      - 3,717,973.641   221,651.381   MT  1.00055530   -1 39 31.8
 DM1441;UTM  14      - 3,717,982.238   778,645.324   MT  1.00055734   +1 39 38.2
 DM1441
 DM1441                          SUPERSEDED SURVEY CONTROL
 DM1441
 DM1441  NAD 83(1993)-  33 33 54.61387(N)    095 59 54.24766(W) AD(       ) 4
 DM1441  NAD 83(1986)-  33 33 54.61924(N)    095 59 54.23892(W) AD(       ) 4
 DM1441  NAD 27      -  33 33 54.24600(N)    095 59 53.34400(W) AD(       ) 3
 DM1441
 DM1441.Superseded values are not recommended for survey control.
 DM1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1441.See file dsdata.txt to determine how the superseded data were derived.
 DM1441
 DM1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT2165117974(NAD 83)
 DM1441_MARKER: 53 = ELEVATED TANK
 DM1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1441+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2002
 DM1441
 DM1441  HISTORY     - Date     Condition        Report By
 DM1441  HISTORY     - 1955     FIRST OBSERVED   CGS
 DM1441  HISTORY     - 1957     GOOD             CGS
 DM1441  HISTORY     - 19940404 GOOD             USPSQD
 DM1441  HISTORY     - 20020901 GOOD             INDIV
 DM1441
 DM1441                          STATION DESCRIPTION
 DM1441
 DM1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DM1441'THE TANK IS LOCATED IN THE EAST PART OF WINDOM, JUST SOUTH OF
 DM1441'THE RAILROAD TRACKS.
 DM1441'
 DM1441'THE TANK IS A STEEL TANK SUPPORTED BY A FOUR LEGGED STEEL
 DM1441'STRUCTURE AND IS ABOUT 90 FEET HIGH.  IT IS PAINTED BLACK.  THE
 DM1441'CENTER OF THE TOP OF TANK WAS INTERSECTED.
 DM1441
 DM1441                          STATION RECOVERY (1957)
 DM1441
 DM1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1441'THE TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1441'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1441
 DM1441                          STATION RECOVERY (1994)
 DM1441
 DM1441'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1441'RECOVERED IN GOOD CONDITION.
 DM1441
 DM1441                          STATION RECOVERY (2002)
 DM1441
 DM1441'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DM1441'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1189 ***********************************************************************
 CR1189  DESIGNATION -  WINDSOR
 CR1189  PID         -  CR1189
 CR1189  STATE/COUNTY-  TX/MARION
 CR1189  USGS QUAD   -  HARLETON (1978)
 CR1189
 CR1189                         *CURRENT SURVEY CONTROL
 CR1189  ___________________________________________________________________
 CR1189* NAD 83(1993)-  32 43 42.42539(N)    094 32 14.82585(W)     ADJUSTED  
 CR1189* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 CR1189  ___________________________________________________________________
 CR1189  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CR1189  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CR1189
 CR1189  HORZ ORDER  -  SECOND
 CR1189
 CR1189.The horizontal coordinates were established by classical geodetic methods
 CR1189.and adjusted by the National Geodetic Survey in February 1996..
 CR1189
 CR1189.The orthometric height was scaled from a topographic map.
 CR1189
 CR1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1189
 CR1189.The geoid height was determined by GEOID03.
 CR1189
 CR1189;                    North         East     Units Scale Factor Converg.
 CR1189;SPC TXNC     - 2,124,744.922   971,313.590   MT  0.99988843   +2 09 40.1
 CR1189;SPC TXNC     - 6,970,933.96  3,186,718.00   sFT  0.99988843   +2 09 40.1
 CR1189;UTM  15      - 3,622,228.913   355,932.096   MT  0.99985593   -0 49 53.0
 CR1189
 CR1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1189!SPC TXNC     -   0.99998722  x   0.99988843  =   0.99987565
 CR1189!UTM  15      -   0.99998722  x   0.99985593  =   0.99984315
 CR1189
 CR1189|---------------------------------------------------------------------|
 CR1189| PID    Reference Object                     Distance      Geod. Az  |
 CR1189|                                                           dddmmss.s |
 CR1189| CX5917 GRAVEL ROAD AT JUNCTION              90.831 METERS 07142     |
 CR1189| CX6108 POWER POLE AT FORK IN ROAD           58.827 METERS 08217     |
 CR1189| CX7425 WINDSOR RM 1                         33.245 METERS 11523     |
 CR1189| CX7426 WINDSOR RM 2                         34.616 METERS 26511     |
 CR1189| CX7424 WINDSOR AZ MK                                      2684348.7 |
 CR1189|---------------------------------------------------------------------|
 CR1189
 CR1189                          SUPERSEDED SURVEY CONTROL
 CR1189
 CR1189  NAD 83(1986)-  32 43 42.43207(N)    094 32 14.81478(W) AD(       ) 2
 CR1189  NAD 27      -  32 43 41.93100(N)    094 32 14.09160(W) AD(       ) 2
 CR1189
 CR1189.Superseded values are not recommended for survey control.
 CR1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1189.See file dsdata.txt to determine how the superseded data were derived.
 CR1189
 CR1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS5593222229(NAD 83)
 CR1189_MARKER: DS = TRIANGULATION STATION DISK
 CR1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1189
 CR1189  HISTORY     - Date     Condition        Report By
 CR1189  HISTORY     - 1958     MONUMENTED       CGS
 CR1189
 CR1189                          STATION DESCRIPTION
 CR1189
 CR1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1189'THE STATION IS LOCATED ABOUT 11 MILES WEST OF JEFFERSON AND 11
 CR1189'MILES SOUTH OF AVINGER, ON THE SOUTH SIDE OF FARM ROAD 726,
 CR1189'ON THE HIGHWAY RIGHT-OF-WAY, 193 FEET WEST OF THE POWER POLE AT
 CR1189'THE FORK IN THE ROAD, 48 FEET SOUTH OF THE CENTER OF FARM ROAD
 CR1189'726 AND 24 FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER POST.
 CR1189'IT IS A FLUSH MARK AND IS STAMPED WINDSOR 1957.
 CR1189'
 CR1189'REFERENCE MARK NO. 1 IS EAST SOUTHEAST OF THE STATION, 24 FEET
 CR1189'NORTHWEST OF THE CENTER OF A GRAVELED ROAD AND 12 FEET WEST
 CR1189'OF AN 18-INCH PINE TREE.  IT IS A FLUSH MARK AND IS STAMPED
 CR1189'WINDSOR NO 1 1957.
 CR1189'
 CR1189'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 48 FEET SOUTH
 CR1189'OF THE CENTER OF THE PAVED ROAD.  IT IS A FLUSH MARK AND IS
 CR1189'STAMPED WINDSOR NO 2 1957.
 CR1189'
 CR1189'THE AZIMUTH MARK IS 0.65 MILE WEST OF THE STATION AT OFFSET
 CR1189'CORNER IN A FENCE LINE AT A CURVE IN THE ROAD.  IT IS 50 FEET
 CR1189'SOUTH OF THE CENTER OF FARM ROAD 726 AND 5 FEET EAST OF A FENCE
 CR1189'CORNER.  THE MARK PROJECTS 2 INCHES AND IS STAMPED WINDSOR
 CR1189'1957.
 CR1189'
 CR1189'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 CR1189'AND STATE ROAD 49 IN THE WEST PART OF JEFFERSON, GO WEST ON
 CR1189'STATE ROAD 49 FOR 3.3 MILES TO FARM ROAD 729.  TURN LEFT ON
 CR1189'FARM ROAD 729 AND GO 1.8 MILES TO FARM ROAD 726.  TURN LEFT
 CR1189'ON FARM ROAD 726 AND GO 6.7 MILES TO THE COONER GROCERY STORE
 CR1189'ON THE LEFT, CONTINUE ON FOR 0.8 MILE TO A SIDE ROAD LEFT AND
 CR1189'THE STATION AS DESCRIBED.
 CR1189'
 CR1189'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0516 ***********************************************************************
 DP0516  DESIGNATION -  WINDSOR ET
 DP0516  PID         -  DP0516
 DP0516  STATE/COUNTY-  TX/STONEWALL
 DP0516  USGS QUAD   -  KIOWA PEAK (1981)
 DP0516
 DP0516                         *CURRENT SURVEY CONTROL
 DP0516  ___________________________________________________________________
 DP0516* NAD 83(1993)-  33 15 41.52885(N)    100 07 27.16637(W)     ADJUSTED  
 DP0516* NAVD 88     -       548.9    (meters)    1801.     (feet)  VERTCON   
 DP0516  ___________________________________________________________________
 DP0516  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DP0516  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DP0516
 DP0516  HORZ ORDER  -  SECOND
 DP0516
 DP0516.The horizontal coordinates were established by classical geodetic methods
 DP0516.and adjusted by the National Geodetic Survey in February 1996..
 DP0516
 DP0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0516
 DP0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0516
 DP0516.The geoid height was determined by GEOID03.
 DP0516
 DP0516;                    North         East     Units Scale Factor Converg.
 DP0516;SPC TXNC     - 2,178,025.092   448,685.786   MT  0.99987931   -0 53 09.0
 DP0516;SPC TXNC     - 7,145,737.32  1,472,063.28   sFT  0.99987931   -0 53 09.0
 DP0516;UTM  14      - 3,680,844.903   395,288.955   MT  0.99973518   -0 36 59.9
 DP0516
 DP0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0516!SPC TXNC     -   0.99991826  x   0.99987931  =   0.99979758
 DP0516!UTM  14      -   0.99991826  x   0.99973518  =   0.99965346
 DP0516
 DP0516|---------------------------------------------------------------------|
 DP0516| PID    Reference Object                     Distance      Geod. Az  |
 DP0516|                                                           dddmmss.s |
 DP0516| CX9007 WINDSOR ET RM 2                      19.661 METERS 02938     |
 DP0516| DP0517 RUN ET                              APPROX. 7.6 KM 0664710.5 |
 DP0516| CX9006 WINDSOR ET RM 1                      16.573 METERS 14544     |
 DP0516|---------------------------------------------------------------------|
 DP0516
 DP0516                          SUPERSEDED SURVEY CONTROL
 DP0516
 DP0516  NAD 83(1993)-  33 15 41.53114(N)    100 07 27.16601(W) AD(       ) 2
 DP0516  NAD 83(1986)-  33 15 41.53513(N)    100 07 27.15968(W) AD(       ) 2
 DP0516  NAD 27      -  33 15 41.19367(N)    100 07 25.79320(W) AD(       ) 2
 DP0516  NGVD 29 (07/19/86)  548.7    (m)         1800.     (f) VERT ANG       
 DP0516
 DP0516.Superseded values are not recommended for survey control.
 DP0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0516.See file dsdata.txt to determine how the superseded data were derived.
 DP0516
 DP0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB9528980845(NAD 83)
 DP0516_MARKER: DD = SURVEY DISK
 DP0516_SETTING: 66 = SET IN ROCK OUTCROP
 DP0516
 DP0516  HISTORY     - Date     Condition        Report By
 DP0516  HISTORY     - 1966     MONUMENTED       USGS
 DP0516  HISTORY     - 1982     GOOD             TXHD
 DP0516
 DP0516                          STATION DESCRIPTION
 DP0516
 DP0516'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DP0516'THE STATION IS LOCATED NORTH 34 DEG EAST ABOUT 11 MILES
 DP0516'(AIRLINE) FROM ASPERMONT, TEXAS.  SOUTH 26 DEG EAST ABOUT 27
 DP0516'MILES (AIRLINE) FROM GUTHRIE, TEXAS.  ON THE WINDSOR RANCH.  74
 DP0516'FEET EAST OF THE CENTER OF ROAD.  260 FEET SSE OF CATTLEGUARD.
 DP0516'4.2 FEET NW OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE
 DP0516'STATION CAN BE LOCATED FROM THE LUBBOCK (NI 14-7) 1--250,000
 DP0516'SERIES MAP.
 DP0516'
 DP0516'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DP0516'
 DP0516'STATION MARK--A USGS BRONZE TABLET SET IN A ROCK OUTCROP.  THE
 DP0516'TABLET IS FLUSH WITH THE GROUND AND STAMPED WINDSOR ET 1966.
 DP0516'
 DP0516'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET SET IN A ROCK
 DP0516'OUTCROP FLUSH WITH THE GROUND.  RM NO. 1 IS LOCATED 54.37 FEET
 DP0516'(16.573 METERS) SE OF THE STATION MARK AND IS STAMPED WINDSOR ET
 DP0516'NO. 1 1966.
 DP0516'
 DP0516'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET SET IN A ROCK
 DP0516'OUTCROP FLUSH WITH THE GROUND.  RM NO. 2 IS LOCATED 64.50 FEET
 DP0516'(19.661 METERS) NE OF THE STATION MARK AND IS STAMPED WINDSOR ET
 DP0516'NO. 2 1966.
 DP0516'
 DP0516'STATION RUN ET IS VISIBLE FROM THE GROUND AT THIS STATION AND WILL
 DP0516'SERVE AS THE AZIMUTH MARK.
 DP0516
 DP0516                          STATION RECOVERY (1982)
 DP0516
 DP0516'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1982 (CLJ)
 DP0516'WINDSOR ET 1966, IN EXCELLENT CONDITION.
 DP0516'
 DP0516'WINDSOR ET NO. 1 1966, IN EXCELLENT CONDITION.
 DP0516'
 DP0516'WINDSOR ET NO. 2 1966, IN EXCELLENT CONDITION.
 DP0516'
 DP0516'BOTH ROCHESTOR AND RULE MUNI. WATER TANKS ARE VISIBLE FROM THIS
 DP0516'STATION.  THEY MAY BE OBSERVED TO OBTAIN A BEGGINNING AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0756 ***********************************************************************
 DO0756  DESIGNATION -  WINDTHORST ARCO RAD MAST
 DO0756  PID         -  DO0756
 DO0756  STATE/COUNTY-  TX/ARCHER
 DO0756  USGS QUAD   -  PRICKLY PEAR BRANCH (1981)
 DO0756
 DO0756                         *CURRENT SURVEY CONTROL
 DO0756  ___________________________________________________________________
 DO0756* NAD 83(1993)-  33 29 52.17632(N)    098 31 15.82410(W)     ADJUSTED  
 DO0756* NAVD 88     -                                                        
 DO0756  ___________________________________________________________________
 DO0756  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DO0756  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DO0756
 DO0756  HORZ ORDER  -  THIRD
 DO0756
 DO0756.The horizontal coordinates were established by classical geodetic methods
 DO0756.and adjusted by the National Geodetic Survey in February 1996..
 DO0756
 DO0756
 DO0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0756
 DO0756.The geoid height was determined by GEOID03.
 DO0756
 DO0756;                    North         East     Units Scale Factor Converg.
 DO0756;SPC TXNC     - 2,203,059.979   598,042.983   MT  0.99990285   -0 00 41.4
 DO0756;SPC TXNC     - 7,227,872.61  1,962,079.35   sFT  0.99990285   -0 00 41.4
 DO0756;UTM  14      - 3,706,580.896   544,487.628   MT  0.99962440   +0 15 51.6
 DO0756
 DO0756                          SUPERSEDED SURVEY CONTROL
 DO0756
 DO0756  NAD 83(1993)-  33 29 52.17678(N)    098 31 15.82367(W) AD(       ) 4
 DO0756  NAD 83(1986)-  33 29 52.17920(N)    098 31 15.81001(W) AD(       ) 4
 DO0756  NAD 27      -  33 29 51.80021(N)    098 31 14.61488(W) AD(       ) 3
 DO0756
 DO0756.Superseded values are not recommended for survey control.
 DO0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0756.See file dsdata.txt to determine how the superseded data were derived.
 DO0756
 DO0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4448806581(NAD 83)
 DO0756_MARKER: 42 = RADIO/TV MAST
 DO0756
 DO0756  HISTORY     - Date     Condition        Report By
 DO0756  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0756  HISTORY     - 1978     GOOD             NGS
 DO0756
 DO0756                          STATION DESCRIPTION
 DO0756
 DO0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0756'WINDTHORST, ARCO OIL COMPANY RADIO MAST IS A TRIANGULAR STEEL
 DO0756'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, HAS
 DO0756'TWO REFLECTORS NEAR THE TOP AND AN OVERALL HEIGHT OF 340 FEET.
 DO0756'
 DO0756'THE MAST IS LOCATED 7 MILES SOUTHWEST OF WINDTHORST, 9-1/2 MILES
 DO0756'SOUTH-SOUTHEAST OF ARCHER CITY.
 DO0756'
 DO0756'TO REACH FROM WINDTHORST, GO SOUTH ON U.S. HIGHWAY 281 FOR
 DO0756'2.5 MILES TO THE JUNCTION OF FARM ROAD 2581, CONTINUE SOUTH
 DO0756'FOR 3.0 MILE TO A CROSS ROAD.  TURN RIGHT AND GO WEST ON BLADED
 DO0756'ROAD FOR 4.35 MILE TO THE MAST.
 DO0756'
 DO0756'STATION IS THE RED LIGHT ATOP THE MAST.
 DO0756
 DO0756                          STATION RECOVERY (1978)
 DO0756
 DO0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0756'WINDTHORST ARCO OIL COMPANY RADIO MAST IS A TRIANGULAR STEEL
 DO0756'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE,
 DO0756'HAS TWO REFLECTORS NEAR THE TOP AND AN OVERALL HEIGHT OF 340
 DO0756'FEET.
 DO0756'
 DO0756'THE MAST IS LOCATED 7 MILES SOUTHWEST OF WINDTHORST, 9-1/2
 DO0756'MILES SOUTH-SOUTHEAST OF ARCHER CITY.
 DO0756'
 DO0756'TO REACH FROM WINDTHORST, GO SOUTH ON U.S. HIGHWAY 281 FOR
 DO0756'2.5 MILES TO THE JUNCTION OF FARM ROAD 2581, CONTINUE SOUTH ON
 DO0756'HIGHWAY 281 FOR 3.0 MILES TO A CROSS ROAD.  TURN RIGHT AND GO
 DO0756'WEST ON A BLADED ROAD FOR 4.35 MILES TO THE MAST.
 DO0756'
 DO0756'STATION IS THE RED LIGHT ATOP THE MAST.
 DO0756'
 DO0756'STATION WAS NOT VISITED AT THIS TIME BUT WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0678 ***********************************************************************
 DO0678  DESIGNATION -  WINDTHORST BELL TEL MICRO
 DO0678  PID         -  DO0678
 DO0678  STATE/COUNTY-  TX/CLAY
 DO0678  USGS QUAD   -  BLUEGROVE (1968)
 DO0678
 DO0678                         *CURRENT SURVEY CONTROL
 DO0678  ___________________________________________________________________
 DO0678* NAD 83(1993)-  33 37 34.55984(N)    098 14 51.88833(W)     ADJUSTED  
 DO0678* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 DO0678  ___________________________________________________________________
 DO0678  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DO0678  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DO0678
 DO0678  HORZ ORDER  -  THIRD
 DO0678
 DO0678.The horizontal coordinates were established by classical geodetic methods
 DO0678.and adjusted by the National Geodetic Survey in February 1996..
 DO0678
 DO0678.The orthometric height was scaled from a topographic map.
 DO0678
 DO0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0678
 DO0678.The geoid height was determined by GEOID03.
 DO0678
 DO0678;                    North         East     Units Scale Factor Converg.
 DO0678;SPC TXNC     - 2,217,332.477   623,404.095   MT  0.99992279   +0 08 15.3
 DO0678;SPC TXNC     - 7,274,698.30  2,045,284.94   sFT  0.99992279   +0 08 15.3
 DO0678;UTM  14      - 3,720,972.075   569,772.491   MT  0.99966002   +0 24 59.7
 DO0678
 DO0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0678!SPC TXNC     -   0.99994923  x   0.99992279  =   0.99987202
 DO0678!UTM  14      -   0.99994923  x   0.99966002  =   0.99960926
 DO0678
 DO0678                          SUPERSEDED SURVEY CONTROL
 DO0678
 DO0678  NAD 83(1993)-  33 37 34.56004(N)    098 14 51.88759(W) AD(       ) 4
 DO0678  NAD 83(1986)-  33 37 34.56257(N)    098 14 51.87499(W) AD(       ) 4
 DO0678  NAD 27      -  33 37 34.18770(N)    098 14 50.70857(W) AD(       ) 3
 DO0678
 DO0678.Superseded values are not recommended for survey control.
 DO0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0678.See file dsdata.txt to determine how the superseded data were derived.
 DO0678
 DO0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6977220972(NAD 83)
 DO0678_MARKER: 45 = MICROWAVE TOWER
 DO0678
 DO0678  HISTORY     - Date     Condition        Report By
 DO0678  HISTORY     - 1978     FIRST OBSERVED   NGS
 DO0678
 DO0678                          STATION DESCRIPTION
 DO0678
 DO0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0678'THE WINDTHORST SOUTHWESTERN BELL MICROWAVE TOWER IS LOCATED 13
 DO0678'MILES SOUTH-SOUTHWEST OF HENRIETTA, 11 MILES EAST-NORTHEAST OF
 DO0678'WINDTHORST, 5-1/2 MILES NORTH-NORTHWEST OF THE JUNCTION OF
 DO0678'STATE HIGHWAY 148 AND FARM ROAD 174, AT THE SITE OF STATION
 DO0678'MYERS 2 1966, IN A PASTURE.
 DO0678'
 DO0678'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 148 AND 174,
 DO0678'GO NORTH ON HIGHWAY 148 FOR 4.6 MILES TO THE MIDWAY SCHOOL ON
 DO0678'THE LEFT.  CONTINUE NORTH FOR 0.4 MILE TO A CROSSROAD.  TURN
 DO0678'LEFT, WEST, ON FARM ROAD 1883 FOR 1.7 MILES TO A DIRT ROAD
 DO0678'RIGHT.
 DO0678'CONTINUE AHEAD FOR 0.5 MILE TO A ROAD LEFT AND CATTLE GUARD.
 DO0678'TURN LEFT AND FOLLOW WINDING ROAD FOR 0.8 MILE TO A METAL GATE
 DO0678'AT A SMALL CORRAL.  PASS THROUGH GATE AND FOLLOW ROAD FOR 0.2
 DO0678'MILE TO ITS END AND THE TOWER ON THE RIGHT.
 DO0678'
 DO0678'THE TOWER (UNDER CONSTRUCTION AT THIS TIME) IS ABOUT 90 FEET
 DO0678'HIGH, UNPAINTED, WITH FOUR LEGS.  NO DISHES WERE ATTACHED AT
 DO0678'THIS TIME.  THE POINT INTERSECTED WAS THE TOP CENTER.  A
 DO0678'TAPED DISTANCE OF 230.43 FEET WAS MEASURED TO MYERS 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0686 ***********************************************************************
 DO0686  DESIGNATION -  WINDTHORST CATH CH SPIRE
 DO0686  PID         -  DO0686
 DO0686  STATE/COUNTY-  TX/ARCHER
 DO0686  USGS QUAD   -  WINDTHORST (1962)
 DO0686
 DO0686                         *CURRENT SURVEY CONTROL
 DO0686  ___________________________________________________________________
 DO0686* NAD 83(1993)-  33 34 31.60963(N)    098 26 21.76101(W)     ADJUSTED  
 DO0686* NAVD 88     -                                                        
 DO0686  ___________________________________________________________________
 DO0686  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DO0686  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DO0686
 DO0686  HORZ ORDER  -  THIRD
 DO0686
 DO0686.The horizontal coordinates were established by classical geodetic methods
 DO0686.and adjusted by the National Geodetic Survey in February 1996..
 DO0686
 DO0686
 DO0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0686
 DO0686.The geoid height was determined by GEOID03.
 DO0686
 DO0686;                    North         East     Units Scale Factor Converg.
 DO0686;SPC TXNC     - 2,211,669.806   605,627.771   MT  0.99991430   +0 01 59.0
 DO0686;SPC TXNC     - 7,256,120.02  1,986,963.78   sFT  0.99991430   +0 01 59.0
 DO0686;UTM  14      - 3,715,224.793   552,028.685   MT  0.99963337   +0 18 36.2
 DO0686
 DO0686                          SUPERSEDED SURVEY CONTROL
 DO0686
 DO0686  NAD 83(1993)-  33 34 31.60986(N)    098 26 21.76057(W) AD(       ) 4
 DO0686  NAD 83(1986)-  33 34 31.61269(N)    098 26 21.74943(W) AD(       ) 4
 DO0686  NAD 27      -  33 34 31.23341(N)    098 26 20.56593(W) AD(       ) 3
 DO0686
 DO0686.Superseded values are not recommended for survey control.
 DO0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0686.See file dsdata.txt to determine how the superseded data were derived.
 DO0686
 DO0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5202915225(NAD 83)
 DO0686_MARKER: 90 = CHURCH SPIRE
 DO0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0686+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 DO0686
 DO0686  HISTORY     - Date     Condition        Report By
 DO0686  HISTORY     - 1962     FIRST OBSERVED   USGS
 DO0686  HISTORY     - 1975     GOOD             NGS
 DO0686  HISTORY     - 1978     GOOD             NGS
 DO0686  HISTORY     - 20010530 GOOD             USPSQD
 DO0686  HISTORY     - 20040816 GOOD             USPSQD
 DO0686
 DO0686                          STATION DESCRIPTION
 DO0686
 DO0686'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0686'NOT DESCRIBED.
 DO0686'
 DO0686'STATION MARK--CROSS ON SPIRE.
 DO0686
 DO0686                          STATION RECOVERY (1975)
 DO0686
 DO0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0686'WINDTHORST, SAINT MARYS CATHOLIC CHURCH SPIRE IS A BRICK CHURCH
 DO0686'WITH A SPIRE CROSS ON THE EAST SIDE OF BUILDING AND THE HIGHEST
 DO0686'PART OF THE CHURCH, AND AN OVERALL HEIGHT OF 90 FEET.
 DO0686'
 DO0686'CHURCH IS LOCATED IN THE WEST EDGE OF WINDTHORST ON THE HIGHEST
 DO0686'PART OF HILL IN THE AREA.
 DO0686'
 DO0686'STATION IS THE SPIRE ON THE EAST SIDE OF CHURCH.
 DO0686
 DO0686                          STATION RECOVERY (1978)
 DO0686
 DO0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0686'WINDTHORST, SAINT MARYS CATHOLIC CHURCH SPIRE IS A BRICK
 DO0686'CHURCH WITH A SPIRE CROSS ON THE EAST SIDE OF BUILDING AND THE
 DO0686'HIGHEST PART OF THE CHURCH AND AN OVERALL HEIGHT OF 90 FEET.
 DO0686'
 DO0686'CHURCH IS LOCATED IN THE WEST EDGE OF WINDTHORST ON THE HIGHEST
 DO0686'PART OF HILL IN AREA.
 DO0686'
 DO0686'STATION IS THE SPIRE ON THE EAST SIDE OF THE CHURCH.
 DO0686'
 DO0686'THE STATION WAS NOT VISITED AT THIS TIME BUT WAS INTERSECTED.
 DO0686
 DO0686                          STATION RECOVERY (2001)
 DO0686
 DO0686'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0686'RECOVERED IN GOOD CONDITION.
 DO0686
 DO0686                          STATION RECOVERY (2004)
 DO0686
 DO0686'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DO0686'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6901 ***********************************************************************
 AW6901  DESIGNATION -  WINDWOOD
 AW6901  PID         -  AW6901
 AW6901  STATE/COUNTY-  TX/HARRIS
 AW6901  USGS QUAD   -  SATSUMA (1982)
 AW6901
 AW6901                         *CURRENT SURVEY CONTROL
 AW6901  ___________________________________________________________________
 AW6901* NAD 83(1993)-  29 58 28.57855(N)    095 36 02.10666(W)     ADJUSTED  
 AW6901* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 AW6901  ___________________________________________________________________
 AW6901  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6901  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AW6901
 AW6901  HORZ ORDER  -  FIRST
 AW6901
 AW6901.The horizontal coordinates were established by classical geodetic methods
 AW6901.and adjusted by the National Geodetic Survey in February 1996..
 AW6901
 AW6901.The orthometric height was scaled from a topographic map.
 AW6901
 AW6901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6901
 AW6901.The geoid height was determined by GEOID03.
 AW6901
 AW6901;                    North         East     Units Scale Factor Converg.
 AW6901;SPC TXSC     - 4,242,081.616   928,009.699   MT  0.99992539   +1 39 55.5
 AW6901;SPC TXSC     -13,917,562.77  3,044,645.15   sFT  0.99992539   +1 39 55.5
 AW6901;UTM  15      - 3,318,817.778   249,072.281   MT  1.00037691   -1 17 59.9
 AW6901
 AW6901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6901!SPC TXSC     -   0.99999823  x   0.99992539  =   0.99992362
 AW6901!UTM  15      -   0.99999823  x   1.00037691  =   1.00037514
 AW6901
 AW6901:                Primary Azimuth Mark                     Grid Az
 AW6901:SPC TXSC     -  LOUETTA                                  013 17 59.0
 AW6901:UTM  15      -  LOUETTA                                  016 15 54.4
 AW6901
 AW6901|---------------------------------------------------------------------|
 AW6901| PID    Reference Object                     Distance      Geod. Az  |
 AW6901|                                                           dddmmss.s |
 AW6901| BL1633 LOUETTA                             APPROX. 4.4 KM 0145754.5 |
 AW6901| CV7958 WINDWOOD RM 1                        27.508 METERS 02609     |
 AW6901| AW6897 N HOUSTON HL AND P CO TANK          APPROX. 7.6 KM 1175920.9 |
 AW6901| CV7959 WINDWOOD RM 2                        25.487 METERS 15710     |
 AW6901| AW6902 SATSUMA MICROWAVE TOWER             APPROX. 7.1 KM 1931940.4 |
 AW6901| AW6924 CYPRESS KKE 702 RAD MAST            APPROX. 5.7 KM 2871639.2 |
 AW6901|---------------------------------------------------------------------|
 AW6901
 AW6901                          SUPERSEDED SURVEY CONTROL
 AW6901
 AW6901  NAD 83(1986)-  29 58 28.59340(N)    095 36 02.08839(W) AD(       ) 1
 AW6901  NAD 27      -  29 58 27.79259(N)    095 36 01.29212(W) AD(       ) 1
 AW6901
 AW6901.Superseded values are not recommended for survey control.
 AW6901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6901.See file dsdata.txt to determine how the superseded data were derived.
 AW6901
 AW6901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4907218818(NAD 83)
 AW6901_MARKER: DS = TRIANGULATION STATION DISK
 AW6901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6901
 AW6901  HISTORY     - Date     Condition        Report By
 AW6901  HISTORY     - 1968     MONUMENTED       CGS
 AW6901
 AW6901                          STATION DESCRIPTION
 AW6901
 AW6901'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6901'NO MEASUREMENT BETWEEN THE R.M.S, DUE TO A TREE ON LINE.
 AW6901'
 AW6901'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 AW6901'
 AW6901'THE STATION IS LOCATED ON PROPERTY OF THE WINDWOOD PRESBYTERIAN
 AW6901'CHURCH, ABOUT 9-1/2 MILES NORTHWEST OF FAIRBANKS, 6 MILES EAST OF
 AW6901'CYPRESS AND 3-1/4 MILES WEST-NORTHWEST OF THE JUNCTION OF FARM
 AW6901'ROADS 1960 AND 149.
 AW6901'
 AW6901'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND FARM
 AW6901'ROAD 1960 WHICH IS ABOUT 6 MILES NORTHWEST OF THE POST OFFICE IN
 AW6901'FAIRBANKS, GO NORTHEAST ON FARM ROAD 1960 FOR 2.4 MILES TO A
 AW6901'CROSSROAD.  TURN LEFT AND GO NORTH ON JONES ROAD FOR 2.3 MILES TO
 AW6901'A T-ROAD.  TURN LEFT, GO WEST AND NORTHWEST ON GRANTS ROAD FOR
 AW6901'1.1 MILES TO THE WINDWOOD PRESBYTERIAN CHURCH ON THE LEFT AND THE
 AW6901'STATION.
 AW6901'
 AW6901'THE STATION MARK IS A STANDARD DISK STAMPED WINDWOOD 1968, SET IN
 AW6901'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6901'GROUND.  IT IS 93 FEET NORTH OF THE NORTH CORNER OF THE CHURCH,
 AW6901'54.4 FEET WEST OF A 16-INCH PINE TREE WHICH IS SET IN THE CENTER OF
 AW6901'A GRAVELED DRIVE, 46.8 FEET NORTHWEST OF A POWER LINE POLE WITH
 AW6901'A STREET LAMP AND 28 FEET NORTHWEST OF THE CENTER OF THE GRAVELED
 AW6901'DRIVEWAY.
 AW6901'
 AW6901'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WINDWOOD NO 1 1968, SET
 AW6901'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6901'GROUND.  IT IS 60 FEET SOUTHWEST OF THE CENTER OF GRANTS ROAD, 59
 AW6901'FEET NORTH OF A POWER LINE POLE AND 27.6 FEET WEST OF A POWER LINE
 AW6901'POLE WITH TRANSFORMER.
 AW6901'
 AW6901'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WINDWOOD NO 2 1968,
 AW6901'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6901'THE GROUND.  IT IS 45 FEET SOUTH OF THE POWER LINE POLE WITH STREET
 AW6901'LAMP, 21 FEET NORTHEAST OF THE NORTH CORNER OF THE CHURCH AND 15
 AW6901'FEET NORTH-NORTHWEST OF THE CENTER OF THE EAST ENTRANCE TO THE
 AW6901'CHURCH.
 AW6901'
 AW6901'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2102 ***********************************************************************
 FL2102  DESIGNATION -  WINDY
 FL2102  PID         -  FL2102
 FL2102  STATE/COUNTY-  TX/GRAY
 FL2102  USGS QUAD   -  SPENCER LAKE (1959)
 FL2102
 FL2102                         *CURRENT SURVEY CONTROL
 FL2102  ___________________________________________________________________
 FL2102* NAD 83(1993)-  35 02 16.19263(N)    100 30 03.55556(W)     ADJUSTED  
 FL2102* NAVD 88     -       720.00   (+/-2cm)    2362.2    (feet)  VERTCON   
 FL2102  ___________________________________________________________________
 FL2102  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FL2102  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 FL2102
 FL2102  HORZ ORDER  -  THIRD
 FL2102  VERT ORDER  -  THIRD ? (See Below)
 FL2102
 FL2102.The horizontal coordinates were established by classical geodetic methods
 FL2102.and adjusted by the National Geodetic Survey in February 1996..
 FL2102
 FL2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL2102.The vertical order pertains to the NGVD 29 superseded value.
 FL2102
 FL2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2102
 FL2102.The geoid height was determined by GEOID03.
 FL2102
 FL2102;                    North         East     Units Scale Factor Converg.
 FL2102;SPC TX N     - 1,115,594.364   291,148.332   MT  0.99993274   +0 34 44.3
 FL2102;SPC TX N     - 3,660,079.18    955,209.15   sFT  0.99993274   +0 34 44.3
 FL2102;UTM  14      - 3,878,268.142   363,090.080   MT  0.99983102   -0 51 42.8
 FL2102
 FL2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2102!SPC TX N     -   0.99989118  x   0.99993274  =   0.99982393
 FL2102!UTM  14      -   0.99989118  x   0.99983102  =   0.99972222
 FL2102
 FL2102                          SUPERSEDED SURVEY CONTROL
 FL2102
 FL2102  NAD 83(1993)-  35 02 16.19402(N)    100 30 03.55498(W) AD(       ) 3
 FL2102  NAD 83(1986)-  35 02 16.19586(N)    100 30 03.54740(W) AD(       ) 3
 FL2102  NGVD 29 (01/19/93)  719.69   (m)         2361.2    (f) LEVELING    3  
 FL2102
 FL2102.Superseded values are not recommended for survey control.
 FL2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2102.See file dsdata.txt to determine how the superseded data were derived.
 FL2102
 FL2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6309078268(NAD 83)
 FL2102_MARKER: DD = SURVEY DISK
 FL2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2102+STABILITY: SURFACE MOTION
 FL2102
 FL2102  HISTORY     - Date     Condition        Report By
 FL2102  HISTORY     - 1958     MONUMENTED       USGS
 FL2102
 FL2102                          STATION DESCRIPTION
 FL2102
 FL2102'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FL2102'STATION IS LOCATED      MI. (AIRLINE) SE. MCLEAN, GRAY COUNTY, TEXAS.
 FL2102'ABOUT       MI. N. OF SALT FORK OF RED RIVER ON S. RIDGE POINT ABOUT
 FL2102'MI. SW. OF HESS RANCH BUILDINGS.
 FL2102'
 FL2102'TO REACH THE STATION FROM MCLEAN, TRAFFIC LIGHT ON HIGHWAY 66, GO E.
 FL2102'ON U.S. HIGHWAY 66 TO GRAY CO. LINE AND T-RD. S. 3.4 MI., TURN RIGHT
 FL2102'(S.) FOR 2.8 MI. TO T-RD. N., TURN LEFT (E.) 1.0 MI. TO T-RD. S.,
 FL2102'TURN RIGHT (S.) 7.3 MI. TO TRIANGULATION STATION HESS ON RIGHT,
 FL2102'CONTINUE 1.7 MI. ALONG GRADED RD. TO SHARP BEND LEFT AND RD. TO HESS
 FL2102'RANCH, PASS THROUGH CATTLEGUARD 1.1 MI. TO RANCH BUILDINGS, PASS
 FL2102'THROUGH GATE ON W. SIDE OF BARNS AND FOLLOW FIELD RD. 1.2 MI. TO
 FL2102'CROSSROAD, TURN LEFT 0.2 MI. TO RIDGE SUMMIT AND STATION 122 FT. ON
 FL2102'THE RIGHT.
 FL2102'
 FL2102'STATION MARK--STANDARD USGS ALUMINUM TABLET SET IN TOP OF CONCRETE
 FL2102'POST PROJECTING 0.3 FT. AND STAMPED---WINDY ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1402 ***********************************************************************
 AB1402  DESIGNATION -  WINDY 1913
 AB1402  PID         -  AB1402
 AB1402  STATE/COUNTY-  TX/WILLACY
 AB1402  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1402
 AB1402                         *CURRENT SURVEY CONTROL
 AB1402  ___________________________________________________________________
 AB1402* NAD 83(1993)-  26 34 57.17976(N)    097 22 11.14168(W)     ADJUSTED  
 AB1402* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AB1402  ___________________________________________________________________
 AB1402  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AB1402  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AB1402
 AB1402  HORZ ORDER  -  THIRD
 AB1402
 AB1402.The horizontal coordinates were established by classical geodetic methods
 AB1402.and adjusted by the National Geodetic Survey in February 1996..
 AB1402
 AB1402.The orthometric height was scaled from a topographic map.
 AB1402
 AB1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1402
 AB1402.The geoid height was determined by GEOID03.
 AB1402
 AB1402;                    North         East     Units Scale Factor Converg.
 AB1402;SPC TX S     - 5,101,976.945   412,582.586   MT  0.99992129   +0 30 47.3
 AB1402;SPC TX S     -16,738,736.03  1,353,614.70   sFT  0.99992129   +0 30 47.3
 AB1402;UTM  14      - 2,941,233.909   662,350.600   MT  0.99992542   +0 43 46.8
 AB1402
 AB1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1402!SPC TX S     -   1.00000360  x   0.99992129  =   0.99992489
 AB1402!UTM  14      -   1.00000360  x   0.99992542  =   0.99992902
 AB1402
 AB1402                          SUPERSEDED SURVEY CONTROL
 AB1402
 AB1402  NAD 83(1986)-  26 34 57.19534(N)    097 22 11.10685(W) AD(       ) 3
 AB1402  NAD 27      -  26 34 55.96900(N)    097 22 10.17800(W) AD(       ) 3
 AB1402
 AB1402.Superseded values are not recommended for survey control.
 AB1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1402.See file dsdata.txt to determine how the superseded data were derived.
 AB1402
 AB1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6235141234(NAD 83)
 AB1402_MARKER: Z = SEE DESCRIPTION
 AB1402_SETTING: 0 = UNSPECIFIED SETTING
 AB1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1402
 AB1402  HISTORY     - Date     Condition        Report By
 AB1402  HISTORY     - 1913     MONUMENTED       CGS
 AB1402  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1402
 AB1402                          STATION DESCRIPTION
 AB1402
 AB1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1402'STATION LOST.  NO SIGN OF STAKES (ORIGINAL STATION) COULD
 AB1402'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0721 ***********************************************************************
 DQ0721  DESIGNATION -  WINEGARD
 DQ0721  PID         -  DQ0721
 DQ0721  STATE/COUNTY-  TX/TERRY
 DQ0721  USGS QUAD   -  WELLMAN (1969)
 DQ0721
 DQ0721                         *CURRENT SURVEY CONTROL
 DQ0721  ___________________________________________________________________
 DQ0721* NAD 83(1993)-  33 00 00.65103(N)    102 22 35.36617(W)     ADJUSTED  
 DQ0721* NAVD 88     -      1004.1    (meters)    3294.     (feet)  VERTCON   
 DQ0721  ___________________________________________________________________
 DQ0721  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 DQ0721  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 DQ0721
 DQ0721  HORZ ORDER  -  SECOND
 DQ0721
 DQ0721.The horizontal coordinates were established by classical geodetic methods
 DQ0721.and adjusted by the National Geodetic Survey in February 1996..
 DQ0721
 DQ0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0721
 DQ0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0721
 DQ0721.The geoid height was determined by GEOID03.
 DQ0721
 DQ0721;                    North         East     Units Scale Factor Converg.
 DQ0721;SPC TXNC     - 2,154,555.230   237,858.426   MT  0.99987302   -2 06 51.2
 DQ0721;SPC TXNC     - 7,068,736.62    780,373.85   sFT  0.99987302   -2 06 51.2
 DQ0721;UTM  13      - 3,654,364.656   745,111.924   MT  1.00034085   +1 25 46.5
 DQ0721
 DQ0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0721!SPC TXNC     -   0.99984599  x   0.99987302  =   0.99971903
 DQ0721!UTM  13      -   0.99984599  x   1.00034085  =   1.00018679
 DQ0721
 DQ0721|---------------------------------------------------------------------|
 DQ0721| PID    Reference Object                     Distance      Geod. Az  |
 DQ0721|                                                           dddmmss.s |
 DQ0721| CJ9327 WINEGARD RM 1                        37.226 METERS 01554     |
 DQ0721| CJ9328 WINEGARD RM 2                        39.432 METERS 08126     |
 DQ0721| CJ9326 WINEGARD AZ MK                                     1792133.2 |
 DQ0721| CV0787 LOOP WATER TANK                     APPROX. 9.4 KM 2034513.0 |
 DQ0721| DQ0723 WELLMAN WATER TANK                  APPROX. 7.2 KM 3142916.9 |
 DQ0721|---------------------------------------------------------------------|
 DQ0721
 DQ0721                          SUPERSEDED SURVEY CONTROL
 DQ0721
 DQ0721  NAD 83(1986)-  33 00 00.65905(N)    102 22 35.35919(W) AD(       ) 2
 DQ0721  NAD 27      -  33 00 00.33200(N)    102 22 33.68500(W) AD(       ) 2
 DQ0721  NGVD 29 (07/19/86) 1003.8    (m)         3293.     (f) VERT ANG       
 DQ0721
 DQ0721.Superseded values are not recommended for survey control.
 DQ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0721.See file dsdata.txt to determine how the superseded data were derived.
 DQ0721
 DQ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4511254365(NAD 83)
 DQ0721_MARKER: DS = TRIANGULATION STATION DISK
 DQ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0721
 DQ0721  HISTORY     - Date     Condition        Report By
 DQ0721  HISTORY     - 1935     MONUMENTED       CGS
 DQ0721  HISTORY     - 1938     GOOD             TXHD
 DQ0721  HISTORY     - 1966     MARK NOT FOUND   USAF
 DQ0721  HISTORY     - 1968     GOOD             USGS
 DQ0721  HISTORY     - 1969     MARK NOT FOUND   CGS
 DQ0721  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 DQ0721
 DQ0721                          STATION DESCRIPTION
 DQ0721
 DQ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0721'STATION IS ABOUT 6-1/2 MILES NNE OF LOOP ON THE HIGHEST GROUND
 DQ0721'FOR SEVERAL MILES AROUND, ON LAND OWNED BY ROY WINEGARD, 1
 DQ0721'MILE NW OF A LARGE WHITE SCHOOLHOUSE, KNOWN AS HUNTER SCHOOL,
 DQ0721'ON OPEN PASTURE LAND 160 FEET WSW OF A WELL, 54-1/2 FEET WSW
 DQ0721'OF SW CORNER OF FENCE AROUND HOUSE YARD AND 25 YARDS WSW OF A
 DQ0721'LOW FARM HOUSE, THE PERMANENCY OF WHICH IS QUESTIONABLE.
 DQ0721'THE MARK IS SET 12 INCHES BELOW THE SURFACE OF THE GROUND.
 DQ0721'
 DQ0721'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0721'BRONZE DISKS SET IN CONCRETE.
 DQ0721'
 DQ0721'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND 1 FOOT W OF A
 DQ0721'YARD FENCE.  THE MARK PROJECTS 5 INCHES.
 DQ0721'
 DQ0721'REFERENCE MARK NO. 2 IS E OF THE STATION, 1-1/2 FEET S OF YARD
 DQ0721'FENCE, 39 FEET S OF SE CORNER OF HOUSE, AND 49-1/2 FEET SW OF
 DQ0721'WELL.  THE MARK PROJECTS 7 INCHES.
 DQ0721'
 DQ0721'THE AZIMUTH MARK IS S OF THE STATION AND 15 FEET N OF THE
 DQ0721'CENTER LINE OF AN E AND W HIGHWAY.  THE MARK PROJECTS 3 INCHES.
 DQ0721'
 DQ0721'THE STATION MAY BE REACHED FROM TE RAILROAD DEPOT IN SEAGRAVES
 DQ0721'BY DRIVING NE ON PAVED STATE HIGHWAY 51 FOR 2.2 MILES TO A SET
 DQ0721'OF WHITE GATES, IN BOARD FENCE, ON EITHER SIDE OF PAVEMENT.
 DQ0721'CONTINUE ON HIGHWAY NE FOR 1.4 MILES.  LEAVE PAVED ROAD AND TURN
 DQ0721'HALF-RIGHT OR E, ONTO A SECTION LINE DIRT ROAD.  CROSS RAILROAD
 DQ0721'THROUGH GATES AND TURN LEFT, OR NE, ONTO OLD DIRT HIGHWAY FOR A
 DQ0721'FEW YARDS ONLY, THEN HALF-RIGHT OR E AGAIN, AND CONTINUE E FOR
 DQ0721'A TOTAL OF 5.4 MILES.  TURN LEFT WITH MAIN ROAD AND DRIVE DUE
 DQ0721'N FOR 0.7 MILE.  TAKE RIGHT FORK NE ON A CUT-OFF ROAD FOR 0.5
 DQ0721'MILE.  AT E-W SECTION LINE, ROAD, TURN HALF-RIGHT, OR E, AND
 DQ0721'CONTINUE E FOR 2.3 MILES.  AT A POINT 0.7 MILE W OF THE
 DQ0721'HUNTER SCHOOL AND 100 YARDS E OF THE WINDMILL AND SHACKS, TURN
 DQ0721'LEFT, OR N ON A FARM ROAD AND GO N 0.5 MILE TO FARM
 DQ0721'BUILDINGS AND STATION.
 DQ0721'
 DQ0721'NO STATIONS ARE VISIBLE FROM THE GROUND.  A 35-FOOT STAND WILL
 DQ0721'CLEAR ALL LINES.
 DQ0721'
 DQ0721'IMPOSSIBLE TO MEASURE BETWEEN REFERENCE MARKS - OBSTRUCTED.
 DQ0721
 DQ0721                          STATION RECOVERY (1938)
 DQ0721
 DQ0721'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0721'STATION AD REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DQ0721'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0721'
 DQ0721'TO REACH THE STATION FROM GAINES-TERRY COUNTY LINE, GO N 35 DEG
 DQ0721'E ON STATE HIGHWAY 51 FOR 3.0 MILES TO A GRADED ROAD ON RIGHT.
 DQ0721'LEAVE STATE HIGHWAY 51 AND GO E ON THE GRADED ROAD, CROSSING
 DQ0721'RAILROAD, FOR 7.2 MILES TO A ROAD.  TURN LEFT OR N AND GO FOR
 DQ0721'0.55 MILE ON FARM ROAD ON E SIDE OF N-S FENCE.  TURN RIGHT AND
 DQ0721'GO E FOR 0.2 MILE TO W SIDE OF LOT.  STATION IS 315 DEG RIGHT
 DQ0721'ON TOP OF KNOLL.
 DQ0721
 DQ0721                          STATION RECOVERY (1966)
 DQ0721
 DQ0721'RECOVERY NOTE BY US AIR FORCE 1966 (DES)
 DQ0721'THE STATION AND AZIMUTH MARK HAS BEEN DESTROYED.  WHERE IT WAS
 DQ0721'PASTURE LAND IT IS NOW CULTIVATED.
 DQ0721'
 DQ0721'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0721
 DQ0721                          STATION RECOVERY (1968)
 DQ0721
 DQ0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0721'THE STATION IS LOCATED NORTH 69 DEG EAST ABOUT 11.2 MILES
 DQ0721'AIRLINES FROM SEAGRAVES, TEXAS, IN A CULTIVATED FIELD SOUTHWEST
 DQ0721'OF A HOUSETRAILER.
 DQ0721'
 DQ0721'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 83
 DQ0721'IN SEAGRAVES, GO 4.9 MILES NORTHEAST ON U.S. HIGHWAY 62 TO GRADED
 DQ0721'ROAD RIGHT, TURN RIGHT AND GO 7.3 MILES EAST ON GRADED ROAD TO
 DQ0721'X-RDS., TURN LEFT AND GO 0.5 MILE NORTH ON GRADED ROAD TO PRIVATE
 DQ0721'DRIVE, TURN LEFT AND GO 0.3 MILE WEST TO FARM RESIDENCE AND
 DQ0721'STATION SITE ABOUT 200 FEET SOUTHWEST.
 DQ0721'
 DQ0721'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE
 DQ0721'SUBSURFACE POST 2.5 FEET UNDERGROUND, AND STAMPED WINEGARD 1935.
 DQ0721'
 DQ0721'NOTE--SURFACE MARK DESTROYED.
 DQ0721'
 DQ0721'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK DISK SET
 DQ0721'IN A CONCRETE POST PROJECTING 0.6 FOOT AND STAMPED WINEGARD 1935
 DQ0721'R.M. NO. 1.
 DQ0721'
 DQ0721'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK
 DQ0721'SET IN A CONCRETE POST 0.4 FOOT UNDERGROUND AND STAMPED WINEGARD
 DQ0721'1935 R.M. NO. 2.
 DQ0721'
 DQ0721'WELLMAN WATER TANK IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 DQ0721'THE AZIMUTH MARK.
 DQ0721
 DQ0721                          STATION RECOVERY (1969)
 DQ0721
 DQ0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DQ0721'THE STATION SURFACE MARK WAS FOUND DESTROYED.  REFERENCE MARK NO.
 DQ0721'1 AND REFERENCE MARK NO. 2 WERE SEARCHED FOR BUT NOT FOUND BUT
 DQ0721'THE MARKS COULD STILL BE IN PLACE AND COVERED WITH SAND, OLD
 DQ0721'TIES IN THE AREA ARE GONE.  THE UNDERGROUND MARK SHOULD STILL BE
 DQ0721'IN PLACE.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND
 DQ0721'ASSUMED THE MARK WAS DESTROYED BY ROAD CONSTRUCTION.
 DQ0721'
 DQ0721'TO REACH THE STATION FROM THE COUNTY LINE WHICH IS 1 MILE NORTHEAST
 DQ0721'OF SEAGRAVES, GO NORTHEAST ON U.S. HIGHWAY 62, 385 FOR 3.3 MILES
 DQ0721'TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A SURFACED ROAD FOR
 DQ0721'4.2 MILES TO A CROSSROAD.  CONTINUE EAST ON THE MAIN ROAD FOR 3.0
 DQ0721'MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A BLADED ROAD
 DQ0721'FOR 0.5 MILES TO A FARM ROAD ON THE LEFT.  TURN LEFT AND GO
 DQ0721'WEST ON THE FARM ROAD FOR 0.3 MILE TO A CINDER BLOCK BUILDING
 DQ0721'AND THE STATION SITE WEST OF THE BUILDING.
 DQ0721'
 DQ0721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2
 DQ0721'MILES NORTH-NORTHEAST OF LOST
 DQ0721
 DQ0721                          STATION RECOVERY (1984)
 DQ0721
 DQ0721'RECOVERY NOTE BY US POWER SQUADRON 1984 (TKF)
 DQ0721'WINEGARD SURFACE MARKER DESTROYED, UNDERGROUND MARKER RECOVERED.
 DQ0721'REFERENCE MARKS 1 AND 2 IN GOOD CONDITION.
 DQ0721'AZIMUTH MARKER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0285 ***********************************************************************
 CC0285  DESIGNATION -  WINK
 CC0285  PID         -  CC0285
 CC0285  STATE/COUNTY-  TX/WINKLER
 CC0285  USGS QUAD   -  KERMIT (1970)
 CC0285
 CC0285                         *CURRENT SURVEY CONTROL
 CC0285  ___________________________________________________________________
 CC0285* NAD 83(1993)-  31 46 03.14325(N)    103 07 02.36994(W)     ADJUSTED  
 CC0285* NAVD 88     -       858.983  (meters)    2818.18   (feet)  ADJUSTED  
 CC0285  ___________________________________________________________________
 CC0285  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 CC0285  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0285  DYNAMIC HT  -         857.774 (meters)    2814.21  (feet)  COMP
 CC0285  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 CC0285
 CC0285  HORZ ORDER  -  SECOND
 CC0285  VERT ORDER  -  SECOND    CLASS 0
 CC0285
 CC0285.The horizontal coordinates were established by classical geodetic methods
 CC0285.and adjusted by the National Geodetic Survey in February 1996..
 CC0285
 CC0285.The orthometric height was determined by differential leveling
 CC0285.and adjusted by the National Geodetic Survey in June 1991..
 CC0285
 CC0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0285
 CC0285.The geoid height was determined by GEOID03.
 CC0285
 CC0285.The dynamic height is computed by dividing the NAVD 88
 CC0285.geopotential number by the normal gravity value computed on the
 CC0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0285.degrees latitude (g = 980.6199 gals.).
 CC0285
 CC0285.The modeled gravity was interpolated from observed gravity values.
 CC0285
 CC0285;                    North         East     Units Scale Factor Converg.
 CC0285;SPC TX C     - 3,236,200.730   436,305.524   MT  0.99997095   -1 26 02.1
 CC0285;SPC TX C     -10,617,435.23  1,431,445.71   sFT  0.99997095   -1 26 02.1
 CC0285;UTM  13      - 3,516,212.201   678,290.319   MT  0.99999205   +0 59 29.2
 CC0285
 CC0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0285!SPC TX C     -   0.99986889  x   0.99997095  =   0.99983984
 CC0285!UTM  13      -   0.99986889  x   0.99999205  =   0.99986094
 CC0285
 CC0285|---------------------------------------------------------------------|
 CC0285| PID    Reference Object                     Distance      Geod. Az  |
 CC0285|                                                           dddmmss.s |
 CC0285| CC0287 WINK RM 2                            30.105 METERS 03300     |
 CC0285| CH9952 WINK RM 3                            21.423 METERS 10650     |
 CC0285| CC0286 WINK RM 1                            34.500 METERS 10925     |
 CC0285| CC0284 WINK AZ MK                                         1920625.9 |
 CC0285| CH9953 WINK RM 4 AZIMUTH                                  1962322.7 |
 CC0285| CC0780 WINK MUNICIPAL TANK                 APPROX. 3.8 KM 2550541.8 |
 CC0285| CC0793 FORT WORTH EL PASO AWY BCN 17       APPROX.22.9 KM 2725223.9 |
 CC0285|---------------------------------------------------------------------|
 CC0285
 CC0285                          SUPERSEDED SURVEY CONTROL
 CC0285
 CC0285  NAD 83(1993)-  31 46 03.14650(N)    103 07 02.36475(W) AD(       ) 2
 CC0285  NAD 83(1986)-  31 46 03.14647(N)    103 07 02.36442(W) AD(       ) 2
 CC0285  NAD 27      -  31 46 02.67500(N)    103 07 00.77400(W) AD(       ) 2
 CC0285  NGVD 29 (??/??/92)  858.612  (m)         2816.96   (f) ADJ UNCH    2 0
 CC0285
 CC0285.Superseded values are not recommended for survey control.
 CC0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0285.See file dsdata.txt to determine how the superseded data were derived.
 CC0285
 CC0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR7829016212(NAD 83)
 CC0285_MARKER: DB = BENCH MARK DISK
 CC0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0285_STAMPING: WINK 1935
 CC0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0285+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 CC0285
 CC0285  HISTORY     - Date     Condition        Report By
 CC0285  HISTORY     - 1935     MONUMENTED       CGS
 CC0285  HISTORY     - 1938     MARK NOT FOUND   TXHD
 CC0285  HISTORY     - 1943     MARK NOT FOUND   CGS
 CC0285  HISTORY     - 1945     GOOD             CGS
 CC0285  HISTORY     - 1947     GOOD             PHILIP
 CC0285  HISTORY     - 1949     GOOD             CGS
 CC0285  HISTORY     - 1949     GOOD             NGS
 CC0285  HISTORY     - 1973     GOOD             NGS
 CC0285  HISTORY     - 20030905 GOOD             INDIV
 CC0285
 CC0285                          STATION DESCRIPTION
 CC0285
 CC0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0285'STATION IS ABOUT 2-1/2 MILES ENE OF WINK, 0.4 MILE N OF AN
 CC0285'OILED HIGHWAY, ON A LOW, SANDY MESQUITE-COVERED HILL IN SEC. 28,
 CC0285'SCHOOL BLOCK B 5.  THE MARK PROJECTS 6 INCHES.
 CC0285'
 CC0285'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CC0285'DISKS SET IN CONCRETE.
 CC0285'
 CC0285'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 CC0285'IN A DEPRESSION IN BEDROCK.
 CC0285'
 CC0285'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND PROJECTS 6
 CC0285'INCHES.
 CC0285'
 CC0285'REFERENCE MARK NO. 2 IS ESE OF THE STATION AND PROJECTS
 CC0285'8 INCHES.
 CC0285'
 CC0285'THE AZIMUTH MARK IS SSW OF THE STATION, 0.05 MILE W OF THE
 CC0285'ROAD LEADING INTO THE STATION, 37 FEET N OF THE CENTER LINE
 CC0285'OF AN OILED HIGHWAY, AND PROJECTS 4 INCHES.
 CC0285'
 CC0285'STATION IS REACHED FROM PALMER AND SONS GROCERY STORE IN
 CC0285'WINK BY GOING S ON STATE HIGHWAY 115, FOR 0.2 MILE.  LEAVE
 CC0285'HIGHWAY 115, TURN LEFT AND GO E ON AN OILED HIGHWAY MARKED,
 CC0285'TO MONAHANS AND MIDLAND FOR 2.4 MILES, LEAVE THE OILED ROAD,
 CC0285'TURN HALF LEFT OR NE ON A DIM TRACK ROAD, AND GO 0.4 MILE
 CC0285'TO THE HIGHEST GROUND AND THE STATION.
 CC0285'
 CC0285'A 50-FOOT STAND WOULD BE ADVISABLE TO CLEAR THE LINES TO
 CC0285'ALL OF THE STATIONS.  ALL OF THE OTHER OBJECTS ARE VISIBLE
 CC0285'FROM THE GROUND.
 CC0285
 CC0285                          STATION RECOVERY (1938)
 CC0285
 CC0285'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0285'STATION WAS NOT RECOVERED.
 CC0285
 CC0285                          STATION RECOVERY (1943)
 CC0285
 CC0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 CC0285'THE ORIGINAL DESCRIPTION SEEMS TO BE ALRIGHT, BUT STATION WAS
 CC0285'NOT RECOVERED.  AZIMUTH MARK RECOVERED, BUT HAD BEEN UP-ROOTED
 CC0285'FROM THE GROUND.  NO SEARCH MADE FOR UNDERGROUND MARKS.
 CC0285
 CC0285                          STATION RECOVERY (1945)
 CC0285
 CC0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WRJ)
 CC0285'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CC0285'IN GOOD CONDITION.
 CC0285'
 CC0285'WE WERE INFORMED BY A STATE HIGHWAY EMPLOYEE THAT THE AZIMUTH
 CC0285'MARK WAS KNOCKED OUT BY A ROAD GRADER AND WAS LATER RESET
 CC0285'IN A DIFFERENT LOCATION.  THE MARK IS AT THE FOLLOWING
 CC0285'LOCATION--100 YARDS W OF THE ROAD LEADING NE TO THE STATION,
 CC0285'59.8 FEET N OF THE CENTER LINE OF THE ASPHALT ROAD, AND 1
 CC0285'FOOT E OF A 4- BY 4-FOOT WHITE WOODEN WITNESS POST.  THE
 CC0285'MARK IS OF NO PRESENT VALUE AS AN AZIMUTH MARK.
 CC0285
 CC0285                          STATION RECOVERY (1947)
 CC0285
 CC0285'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0285'STATION MARK, STAMPED WINK 1935, WAS RECOVERED IN PERFECT
 CC0285'CONDITION AS DESCRIBED.
 CC0285'
 CC0285'REFERENCE MARK 2 IS ON ITS SIDE, ON TOP OF GROUND BESIDE PIPE
 CC0285'LINE RIGHT-OF-WAY.
 CC0285'
 CC0285'REFERENCE MARK 1 IS IN PERFECT CONDITION AS DESCRIBED.
 CC0285'
 CC0285'AZIMUTH MARK NOT SEARCHED FOR.
 CC0285
 CC0285                          STATION RECOVERY (1949)
 CC0285
 CC0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CC0285'STATION IS IN EXCELLENT CONDITION.
 CC0285'
 CC0285'R.M. 1 DESTROYED.  FOUND LYING ON ITS SIDE ON EDGE OF PIPELINE
 CC0285'RIGHT-OF-WAY.
 CC0285'
 CC0285'R.M. 2 RECOVERED AS DESCRIBED AND IN EXCELLENT CONDITION.
 CC0285'
 CC0285'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.
 CC0285'
 CC0285'FROM THE INTERSECTION OF LANGLEY WAY AND FIRST STREET IN
 CC0285'WINK, GO E ALONG AN ASPHALT ROAD FOR 2.7 MILES TO A CATTLE
 CC0285'GUARD ON THE LEFT, TURN LEFT (N) THROUGH GUARD AND GO N
 CC0285'ALONG A BLADED ROAD FOR 0.4 MILE, TURN LEFT (W) ON TRAIL
 CC0285'0.05 MILE TO A PIPE LINE RUNNING SW AND TWO GALVANIZED TANKS
 CC0285'MARKED STANOLIND-WESTBROOK-THOMPSON T-88-G BATTERY 1.  GO
 CC0285'SW ALONG PIPE LINE ABOUT 550 FEET (PACED) TO TOP OF
 CC0285'MESQUITE-COVERED KNOLL AND STATION.  STATION IS 90 FEET NW
 CC0285'OF RIDGE COVERING THE PIPE LINE AND EASILY SEEN FROM THE
 CC0285'PIPE LINE.
 CC0285
 CC0285                          STATION RECOVERY (1949)
 CC0285
 CC0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CC0285'2.7 MI E FROM WINK.
 CC0285'FROM THE INTERSECTION OF LANGLEY WAY AND FIRST STREET IN WINK GO EAST
 CC0285'ALONG AN ASPHALT ROAD FOR 2.7 MILES TO A CATTLE GUARD ON THE LEFT,
 CC0285'TURN LEFT (N) THRU GUARD AND GO NORTH ALONG A BLADED ROAD FOR 0.4
 CC0285'MILES, TURN LEFT (W) ON TRAIL 0.05 MILES TO A PIPELINE RUNNING SW AND
 CC0285'TWO GALVANIZED TANKS MARKED STANDLIND-WESTBROOK-THOMPSON T-88-G
 CC0285'BATTERY 1.  GO SW ALONG PIPELINE ABOUT 550 FT (PACED) TO TOP OF
 CC0285'MESQUITE COVERED KNOLL AND STATION.  STATION IS 90 FEET NW OF RIDGE
 CC0285'COVERING THE PIPELINE AND EASILY SEEN FROM THE PIPELINE.
 CC0285
 CC0285                          STATION RECOVERY (1973)
 CC0285
 CC0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CC0285'THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD
 CC0285'CONDITION, BUT APPARENTLY THE REFERENCE MARKS WERE RECORDED
 CC0285'IN OPPOSITE POSITIONS AS R.M. 2 IS NORTH-NORTHEAST OF THE
 CC0285'STATION - A DIFFERENCE OF 1.05 FEET WAS FOUND IN THE DISTANCE
 CC0285'TO THIS MARK, IT IS BELIEVED THAT THE TAPE WAS MISREAD.
 CC0285'THERE IS NO INDICATION THAT EITHER MARK HAS BEEN DISTURBED.
 CC0285'REFERENCE MARK NO. 1 WAS FOUND DESTROYED, IT HAD BEEN GRADED
 CC0285'OUT DURING PIPELINE CONSTRUCTION, THE MONUMENT WAS RESET
 CC0285'FOR USE AS REFERENCE MARK NO. 3.  THE AZIMUTH MARK, AS
 CC0285'PREVIOUSLY REPORTED, HAD APPARENTLY BEEN GRADED OUT DURING
 CC0285'HIGHWAY IMPROVEMENTS AND RESET, THE LOCATION DID NOT CHECK
 CC0285'AND THE ARROW ON THE MARK WAS POINTED ABOUT 45 DEGREES OFF
 CC0285'THE STATION, THE DISK WAS REMOVED AT THIS TIME.  A NEW
 CC0285'(AZ MK) REFERENCE MARK NO. 4 WAS SET.
 CC0285'
 CC0285'A NEW DESCRIPTON FOLLOWS--
 CC0285'
 CC0285'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST-NORTHEAST OF
 CC0285'WINK, AND 0.4 MILE NORTH OF FARM ROAD 1232, IN PASTURE LAND
 CC0285'ON A LOW NORTH-SOUTH RIDGE, IN SEC. 28, SCHOOL BLOCK B 5,
 CC0285'ON THE NORTHWEST SIDE OF AN ABANDONED PIPE LINE, AND ABOUT
 CC0285'600 FEET WEST-SOUTHWEST OF A TRUCK TURN-AROUND AND 4 OIL STORAGE
 CC0285'TANKS.
 CC0285'
 CC0285'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CC0285'115 AND CROSS ST. IN WINK, A BLOCK SOUTH OF THE WINK MUNICIPAL
 CC0285'WATER TANK, GO SOUTH ON CROSS ST. FOR 0.35 MILE TO 1ST ST.,
 CC0285'TURN LEFT AND GO EAST ON 1ST ST. 0.15 MILE, PASSING THE WINK
 CC0285'PRIMARY SCHOOL ON THE LEFT, CONTINUE EAST ON PAVED FARM
 CC0285'ROAD 1232 FOR 2.0 MILES TO THE TOP OF A LOW GRADE AND THE
 CC0285'(AZ MK) REFERENCE MARK NO. 4 ON THE LEFT AS DESCRIBED, CONTINUE
 CC0285'EAST FOR 0.35 MILE TO A CATTLE GUARD AND TRACK OIL FIELD ROAD
 CC0285'ON THE LEFT - THIS IS 0.25 MILE WEST OF A RAILROAD CROSSING-
 CC0285'TURN LEFT ACROSS THE CATTLE GUARD AND GO NORTH 0.4 MILE TO A
 CC0285'SIDE ROAD LEFT, TURN LEFT AND GO WEST 0.05 MILE TO A TRUCK
 CC0285'TURN-AROUND AND 4 OIL STORAGE TANKS, FOLLOW A
 CC0285'PIPELINE RIGHT-OF-WAY TO THE SOUTHWEST FOR ABOUT 600
 CC0285'FEET TO THE STATION ON THE RIGHT AS DESCRIBED.  PACKED FROM
 CC0285'THE TRUCK TURN-AROUND TO THE STATION AT THIS TIME, THE AREA
 CC0285'IS VERY SANDY.
 CC0285'
 CC0285'THE STATION MARK IS A STANDARD DISK STAMPED WINK 1935, SET
 CC0285'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT
 CC0285'IS 90 FEET NORTHWEST OF THE CENTER OF THE PIPELINE R.O.W.,
 CC0285'AND 3.5 FEET EAST OF A METAL WITNESS POST.  THE MARK IS ABOUT
 CC0285'2-FEET LOWER THEN THE GROUND TO THE WEST AND SOUTH.
 CC0285'
 CC0285'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WINK R.M. 2
 CC0285'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 CC0285'IT IS 115 FEET NORTHWEST OF THE CENTER OF THE PIPELINE R.O.W.
 CC0285'
 CC0285'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED WINK 1935
 CC0285'NO 3 1973, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CC0285'8-INCHES.  IT IS 31 FEET NORTHWEST OF THE CENTER OF THE
 CC0285'PIPELINE R.O.W., AND 1.5 FEET WEST OF A METAL WITNESS POST.
 CC0285'
 CC0285'REFERENCE MARK NO. 4 (AZIMUTH MARK) IS A STANDARD DISK
 CC0285'STAMPED WINK 1935 NO 4 1973, SET IN A ROUND CONCRETE MONUMENT
 CC0285'WHICH PROJECTS 8-INCHES.  IT IS 49 FEET NORTH OF THE CENTER
 CC0285'OF FARM ROAD 1232, 36 FEET WEST OF A POWER POLE, 22 FEET
 CC0285'WEST OF THE CENTER OF A PAVED TURN-OFF LEADING INTO THE
 CC0285'PASTURE, 1 FOOT SOUTH OF THE NORTH R.O.W. FENCE, AND 1.3
 CC0285'FEET WEST OF A METAL WITNESS POST.
 CC0285'
 CC0285'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 CC0285'MILES EAST OF WINK.
 CC0285
 CC0285                          STATION RECOVERY (2003)
 CC0285
 CC0285'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0284 ***********************************************************************
 CC0284  DESIGNATION -  WINK AZ MK
 CC0284  PID         -  CC0284
 CC0284  STATE/COUNTY-  TX/WINKLER
 CC0284  USGS QUAD   -  KERMIT (1970)
 CC0284
 CC0284                         *CURRENT SURVEY CONTROL
 CC0284  ___________________________________________________________________
 CC0284* NAD 83(1986)-  31 45 42.     (N)    103 07 07.     (W)     SCALED    
 CC0284* NAVD 88     -       854.884  (meters)    2804.73   (feet)  ADJUSTED  
 CC0284  ___________________________________________________________________
 CC0284  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0284  DYNAMIC HT  -         853.680 (meters)    2800.78  (feet)  COMP
 CC0284  MODELED GRAV-     979,202.1   (mgal)                       NAVD 88
 CC0284
 CC0284  VERT ORDER  -  SECOND    CLASS 0
 CC0284
 CC0284.The horizontal coordinates were scaled from a topographic map and have
 CC0284.an estimated accuracy of +/- 6 seconds.
 CC0284
 CC0284.The orthometric height was determined by differential leveling
 CC0284.and adjusted by the National Geodetic Survey in June 1991..
 CC0284
 CC0284.The geoid height was determined by GEOID03.
 CC0284
 CC0284.The dynamic height is computed by dividing the NAVD 88
 CC0284.geopotential number by the normal gravity value computed on the
 CC0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0284.degrees latitude (g = 980.6199 gals.).
 CC0284
 CC0284.The modeled gravity was interpolated from observed gravity values.
 CC0284
 CC0284;                    North         East    Units  Estimated Accuracy
 CC0284;SPC TX C     - 3,235,550.      436,170.      MT  (+/- 180 meters Scaled)
 CC0284
 CC0284                          SUPERSEDED SURVEY CONTROL
 CC0284
 CC0284  NGVD 29 (??/??/92)  854.513  (m)         2803.51   (f) ADJ UNCH    2 0
 CC0284
 CC0284.Superseded values are not recommended for survey control.
 CC0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0284.See file dsdata.txt to determine how the superseded data were derived.
 CC0284
 CC0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR781155(NAD 83)
 CC0284_MARKER: DB = BENCH MARK DISK
 CC0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0284_STAMPING: WINK 1935
 CC0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0284+STABILITY: SURFACE MOTION
 CC0284
 CC0284  HISTORY     - Date     Condition        Report By
 CC0284  HISTORY     - 1935     MONUMENTED       CGS
 CC0284  HISTORY     - 1945     GOOD             NGS
 CC0284
 CC0284                          STATION DESCRIPTION
 CC0284
 CC0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CC0284'2.3 MI E FROM WINK.
 CC0284'TO REACH FROM THE POST OFFICE AT WINK GO 2 BLOCKS SOUTH THENCE EAST
 CC0284'2.2 MILES ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT
 CC0284'100.0 YARDS WEST OF A TRACK ROAD LEADING NORTHEAST, 59.8 FEET NORTH OF
 CC0284'AND ABOUT LEVEL WITH THE CENTER LINE OF ASPHALT ROAD, 1.0 FOOT EAST OF
 CC0284'A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED WINK 1935 SET IN THE TOP
 CC0284'OF A CONCRETE POST ABOUT 1 INCH BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0779 ***********************************************************************
 CC0779  DESIGNATION -  WINK HIGH SCHOOL STACK
 CC0779  PID         -  CC0779
 CC0779  STATE/COUNTY-  TX/WINKLER
 CC0779  USGS QUAD   -  WINK NORTH (1970)
 CC0779
 CC0779                         *CURRENT SURVEY CONTROL
 CC0779  ___________________________________________________________________
 CC0779* NAD 83(1993)-  31 45 18.07493(N)    103 09 07.74448(W)     ADJUSTED  
 CC0779* NAVD 88     -                                                        
 CC0779  ___________________________________________________________________
 CC0779  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 CC0779  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CC0779
 CC0779  HORZ ORDER  -  THIRD
 CC0779
 CC0779.The horizontal coordinates were established by classical geodetic methods
 CC0779.and adjusted by the National Geodetic Survey in February 1996..
 CC0779
 CC0779
 CC0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0779
 CC0779.The geoid height was determined by GEOID03.
 CC0779
 CC0779;                    North         East     Units Scale Factor Converg.
 CC0779;SPC TX C     - 3,234,896.152   432,972.377   MT  0.99996805   -1 27 06.7
 CC0779;SPC TX C     -10,613,155.13  1,420,510.21   sFT  0.99996805   -1 27 06.7
 CC0779;UTM  13      - 3,514,767.739   675,015.306   MT  0.99997778   +0 58 21.9
 CC0779
 CC0779                          SUPERSEDED SURVEY CONTROL
 CC0779
 CC0779  NAD 83(1993)-  31 45 18.07782(N)    103 09 07.73942(W) AD(       ) 4
 CC0779  NAD 83(1986)-  31 45 18.07780(N)    103 09 07.74039(W) AD(       ) 4
 CC0779  NAD 27      -  31 45 17.61000(N)    103 09 06.14000(W) AD(       ) 3
 CC0779
 CC0779.Superseded values are not recommended for survey control.
 CC0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0779.See file dsdata.txt to determine how the superseded data were derived.
 CC0779
 CC0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR7501514768(NAD 83)
 CC0779_MARKER: 63 = STACK
 CC0779
 CC0779  HISTORY     - Date     Condition        Report By
 CC0779  HISTORY     - 1935     FIRST OBSERVED   CGS
 CC0779  HISTORY     - 1949     SEE DESCRIPTION  CGS
 CC0779  HISTORY     - 20030905 GOOD             INDIV
 CC0779
 CC0779                          STATION DESCRIPTION
 CC0779
 CC0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CC0779'A SHORT, TAN, SQUARE BRICK STACK NEAR THE CENTER OF A
 CC0779'T-SHAPED BUILDING.
 CC0779
 CC0779                          STATION RECOVERY (2003)
 CC0779
 CC0779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0780 ***********************************************************************
 CC0780  DESIGNATION -  WINK MUNICIPAL TANK
 CC0780  PID         -  CC0780
 CC0780  STATE/COUNTY-  TX/WINKLER
 CC0780  USGS QUAD   -  WINK NORTH (1970)
 CC0780
 CC0780                         *CURRENT SURVEY CONTROL
 CC0780  ___________________________________________________________________
 CC0780* NAD 83(1993)-  31 45 31.24890(N)    103 09 22.51838(W)     ADJUSTED  
 CC0780* NAVD 88     -                                                        
 CC0780  ___________________________________________________________________
 CC0780  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 CC0780  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CC0780
 CC0780  HORZ ORDER  -  THIRD
 CC0780
 CC0780.The horizontal coordinates were established by classical geodetic methods
 CC0780.and adjusted by the National Geodetic Survey in February 1996..
 CC0780
 CC0780
 CC0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0780
 CC0780.The geoid height was determined by GEOID03.
 CC0780
 CC0780;                    North         East     Units Scale Factor Converg.
 CC0780;SPC TX C     - 3,235,311.635   432,593.996   MT  0.99996889   -1 27 14.3
 CC0780;SPC TX C     -10,614,518.26  1,419,268.80   sFT  0.99996889   -1 27 14.3
 CC0780;UTM  13      - 3,515,166.846   674,619.683   MT  0.99997607   +0 58 14.5
 CC0780
 CC0780                          SUPERSEDED SURVEY CONTROL
 CC0780
 CC0780  NAD 83(1993)-  31 45 31.25187(N)    103 09 22.51329(W) AD(       ) 4
 CC0780  NAD 83(1986)-  31 45 31.25189(N)    103 09 22.51439(W) AD(       ) 4
 CC0780  NAD 27      -  31 45 30.78200(N)    103 09 20.91800(W) AD(       ) 3
 CC0780
 CC0780.Superseded values are not recommended for survey control.
 CC0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0780.See file dsdata.txt to determine how the superseded data were derived.
 CC0780
 CC0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR7462015167(NAD 83)
 CC0780_MARKER: 53 = ELEVATED TANK
 CC0780
 CC0780  HISTORY     - Date     Condition        Report By
 CC0780  HISTORY     - 1935     FIRST OBSERVED   CGS
 CC0780  HISTORY     - 1949     GOOD             CGS
 CC0780  HISTORY     - 1971     GOOD             NGS
 CC0780  HISTORY     - 20030905 GOOD             INDIV
 CC0780
 CC0780                          STATION DESCRIPTION
 CC0780
 CC0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CC0780'A TALL PROMINENT SILVER TANK LOCATED IN THE N SECTION OF
 CC0780'WINK.  TANK IS ABOUT 130 FEET IN HEIGHT AND IS SUPPORTED BY
 CC0780'FOUR STEEL LEGS. TANK IS IN THE SE CORNER OF THE INTERSECTION
 CC0780'OF CROSS AND SEVENTH STREETS.
 CC0780
 CC0780                          STATION RECOVERY (1971)
 CC0780
 CC0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CC0780'RECOVERED IN GOOD CONDITION.  A STANDARD SHAPED WATER TANK
 CC0780'PAINTED ORANGE, WITH A CONICAL SHAPED ROOF PAINTED BLACK,
 CC0780'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE WHICH IS PAINTED
 CC0780'SILVER.  IT IS 140 FEET OVER-ALL AND WAS BUILT IN 1928.
 CC0780'LOCATED IN THE NORTHEAST PART OF TOWN.
 CC0780
 CC0780                          STATION RECOVERY (2003)
 CC0780
 CC0780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0287 ***********************************************************************
 CC0287  DESIGNATION -  WINK RM 2
 CC0287  PID         -  CC0287
 CC0287  STATE/COUNTY-  TX/WINKLER
 CC0287  USGS QUAD   -  KERMIT (1970)
 CC0287
 CC0287                         *CURRENT SURVEY CONTROL
 CC0287  ___________________________________________________________________
 CC0287* NAD 83(1986)-  31 46 02.     (N)    103 07 02.     (W)     SCALED    
 CC0287* NAVD 88     -       858.834  (meters)    2817.69   (feet)  ADJUSTED  
 CC0287  ___________________________________________________________________
 CC0287  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0287  DYNAMIC HT  -         857.624 (meters)    2813.72  (feet)  COMP
 CC0287  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 CC0287
 CC0287  VERT ORDER  -  SECOND    CLASS 0
 CC0287
 CC0287.The horizontal coordinates were scaled from a topographic map and have
 CC0287.an estimated accuracy of +/- 6 seconds.
 CC0287
 CC0287.The orthometric height was determined by differential leveling
 CC0287.and adjusted by the National Geodetic Survey in June 1991..
 CC0287
 CC0287.The geoid height was determined by GEOID03.
 CC0287
 CC0287.The dynamic height is computed by dividing the NAVD 88
 CC0287.geopotential number by the normal gravity value computed on the
 CC0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0287.degrees latitude (g = 980.6199 gals.).
 CC0287
 CC0287.The modeled gravity was interpolated from observed gravity values.
 CC0287
 CC0287;                    North         East    Units  Estimated Accuracy
 CC0287;SPC TX C     - 3,236,170.      436,310.      MT  (+/- 180 meters Scaled)
 CC0287
 CC0287                          SUPERSEDED SURVEY CONTROL
 CC0287
 CC0287  NGVD 29 (??/??/92)  858.462  (m)         2816.47   (f) ADJ UNCH    2 0
 CC0287
 CC0287.Superseded values are not recommended for survey control.
 CC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0287.See file dsdata.txt to determine how the superseded data were derived.
 CC0287
 CC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR783161(NAD 83)
 CC0287_MARKER: DR = REFERENCE MARK DISK
 CC0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0287_STAMPING: WINK NO 2 1935
 CC0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0287+STABILITY: SURFACE MOTION
 CC0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0287+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 CC0287
 CC0287  HISTORY     - Date     Condition        Report By
 CC0287  HISTORY     - 1935     MONUMENTED       CGS
 CC0287  HISTORY     - 1945     GOOD             NGS
 CC0287  HISTORY     - 20030905 GOOD             INDIV
 CC0287
 CC0287                          STATION DESCRIPTION
 CC0287
 CC0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CC0287'2.7 MI E FROM WINK.
 CC0287'TO REACH FROM THE POST OFFICE AT WINK GO 2 BLOCKS SOUTH THENCE EAST
 CC0287'2.2 MILES ALONG AN ASPHALT ROAD, THENCE NORTHEAST 0.4 MILE ALONG A
 CC0287'TRACK ROAD TO SITE OF MARK, BENCH MARK IS ON TOP OF A SMALL MESQUITE
 CC0287'COVERED KNOLL, 87.0 FEET SOUTHEAST OF THE TRACK ROAD.  A BRONZE DISK
 CC0287'STAMPED WINK NO 2 1935 SET IN THE TOP OF A CONCRETE POST WHICH
 CC0287'PROJECTS 6 INCHES ABOVE GROUND.
 CC0287
 CC0287                          STATION RECOVERY (2003)
 CC0287
 CC0287'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1005 ***********************************************************************
 BM1005  DESIGNATION -  WINKELMANN
 BM1005  PID         -  BM1005
 BM1005  STATE/COUNTY-  TX/WASHINGTON
 BM1005  USGS QUAD   -  INDEPENDENCE (1988)
 BM1005
 BM1005                         *CURRENT SURVEY CONTROL
 BM1005  ___________________________________________________________________
 BM1005* NAD 83(1993)-  30 19 13.27948(N)    096 19 01.16223(W)     ADJUSTED  
 BM1005* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 BM1005  ___________________________________________________________________
 BM1005  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BM1005  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BM1005
 BM1005  HORZ ORDER  -  FIRST
 BM1005
 BM1005.The horizontal coordinates were established by classical geodetic methods
 BM1005.and adjusted by the National Geodetic Survey in February 1996..
 BM1005
 BM1005.The orthometric height was scaled from a topographic map.
 BM1005
 BM1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1005
 BM1005.The geoid height was determined by GEOID03.
 BM1005
 BM1005;                    North         East     Units Scale Factor Converg.
 BM1005;SPC TX C     - 3,079,437.896 1,086,168.846   MT  0.99995186   +2 04 07.2
 BM1005;SPC TX C     -10,103,122.50  3,563,538.96   sFT  0.99995186   +2 04 07.2
 BM1005;UTM  14      - 3,357,334.947   757,981.538   MT  1.00042116   +1 21 18.8
 BM1005
 BM1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1005!SPC TX C     -   0.99998475  x   0.99995186  =   0.99993661
 BM1005!UTM  14      -   0.99998475  x   1.00042116  =   1.00040590
 BM1005
 BM1005|---------------------------------------------------------------------|
 BM1005| PID    Reference Object                     Distance      Geod. Az  |
 BM1005|                                                           dddmmss.s |
 BM1005| CV8647 WINKELMANN RM 1                      64.037 METERS 05028     |
 BM1005| CV8648 WINKELMANN RM 2                      58.205 METERS 09507     |
 BM1005| CV8646 WINKELMANN AZ MK 2                                 1984947.5 |
 BM1005| BM0999 BRENHAM TEXAS P AND L CO SPIPE      APPROX.19.2 KM 2052712.1 |
 BM1005| BM1001 PRAIRIE HILL ST JOHNS LUTH CH       APPROX. 9.8 KM 2165421.2 |
 BM1005| CV8645 WINKELMANN AZ MK                                   2451039.6 |
 BM1005|---------------------------------------------------------------------|
 BM1005
 BM1005                          SUPERSEDED SURVEY CONTROL
 BM1005
 BM1005  NAD 83(1986)-  30 19 13.29442(N)    096 19 01.14487(W) AD(       ) 1
 BM1005  NAD 27      -  30 19 12.53900(N)    096 19 00.27700(W) AD(       ) 1
 BM1005
 BM1005.Superseded values are not recommended for survey control.
 BM1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1005.See file dsdata.txt to determine how the superseded data were derived.
 BM1005
 BM1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5798257335(NAD 83)
 BM1005_MARKER: DS = TRIANGULATION STATION DISK
 BM1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1005
 BM1005  HISTORY     - Date     Condition        Report By
 BM1005  HISTORY     - 1935     MONUMENTED       CGS
 BM1005  HISTORY     - 1937     GOOD             TXHD
 BM1005  HISTORY     - 1954     GOOD             CGS
 BM1005  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1005  HISTORY     - 19991010 GOOD             USPSQD
 BM1005
 BM1005                          STATION DESCRIPTION
 BM1005
 BM1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1005'STATION IS ABOUT 2 MILES E OF INDEPENDENCE, 12 MILES NE OF
 BM1005'BRENHAM, AND 14 MILES W BY S OF NAVASOTA, ON LAND OWNED BY CHAS.
 BM1005'WINKELMANN AND OCCUPIED BY WILLIAM BUERGER.
 BM1005'
 BM1005'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BM1005'DISKS SET IN CONCRETE.
 BM1005'
 BM1005'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 BM1005'A DEPRESSION, IN BEDROCK.
 BM1005'
 BM1005'STATION MARK IS SET IN HOG LOT, 104 FEET N OF THE HOUSE, 103
 BM1005'FEET E OF BARN AND 12 FEET NE OF THE FENCE LINE, AND PROJECTS
 BM1005'8 INCHES.
 BM1005'
 BM1005'REFERENCE MARK NO. 1 IS IN THE NE CORNER OF THE LOT, AT THE
 BM1005'FENCE CORNER, 12 FEET W OF LANE, AND PROJECTS 6 INCHES.
 BM1005'
 BM1005'REFERENCE MARK NO. 2 IS E OF THE STATION, IN THE SE CORNER
 BM1005'OF THE LOT, 2 FEET W OF THE FENCE LINE AND 1 FOOT N OF THE
 BM1005'FENCE LINE, 14 FEET W OF THE LANE, AND PROJECTS 8 INCHES.
 BM1005'
 BM1005'AZIMUTH MARK IS WSW OF THE STATION, IN THE S RIGHT-OF-WAY
 BM1005'FENCE LINE, 19 FEET S OF THE CENTER LINE OF THE ROAD, 18 FEET
 BM1005'E OF ROAD INTO FIELD, AND PROJECTS 8 INCHES.
 BM1005'
 BM1005'TO REACH THE STATION FROM INDEPENDENCE, GO E FROM E SIDE OF OLD
 BM1005'SQUARE ON INDEPENDENCE-NAVASOTA ROAD, 0.75 MILE TO FORKS, THENCE
 BM1005'RIGHT FORK, 0.95 MILE TO LANE TO LEFT, THENCE LEFT UP LANE
 BM1005'0.1 MILE TO DRIVEWAY TO LEFT, THENCE LEFT 0.1 MILE AROUND HOUSE
 BM1005'TO STATION.
 BM1005'
 BM1005'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 BM1005
 BM1005                          STATION RECOVERY (1937)
 BM1005
 BM1005'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1005'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 BM1005'DESCRIPTION SATISFACTORY.
 BM1005
 BM1005                          STATION RECOVERY (1954)
 BM1005
 BM1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1005'THE STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 BM1005'CONDITION AND AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK WAS
 BM1005'DESTROYED AND A NEW ONE ESTABLISHED.  THE LAND AT THE STATION
 BM1005'SITE IS NOW OWNED BY MRS. WILLIE H. HOLLES.
 BM1005'
 BM1005'THE AZIMUTH MARK, A STANDARD DISK STAMPED WINKELMANN RESET
 BM1005'1954 1935, IS SET IN A CONCRETE MONUMENT.
 BM1005'IT PROJECTS 6 INCHES, IS 22 FEET NORTH OF THE CENTER
 BM1005'LINE OF A GRAVEL ROAD, 2 FEET EAST OF A WITNESS POST AND 1
 BM1005'FOOT NORTH OF A WIRE FENCE.
 BM1005'
 BM1005'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 50 AND
 BM1005'SPUR 197 IN INDEPENDENCE, GO EAST ON A GRAVEL ROAD 1.75 MILES
 BM1005'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST 0.15 MILE TO A
 BM1005'LANE LEFT, TURN LEFT, GO NORTH 0.1 MILE, THEN WEST 0.05 MILE
 BM1005'TO A GATE BETWEEN THE HOUSE AND GARAGE.  PASS THROUGH GATE AND
 BM1005'GO NORTH ABOUT 150 FEET TO STATION.
 BM1005
 BM1005                          STATION RECOVERY (1994)
 BM1005
 BM1005'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1005'MARK NOT FOUND.
 BM1005
 BM1005                          STATION RECOVERY (1999)
 BM1005
 BM1005'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0243 ***********************************************************************
 BZ0243  DESIGNATION -  WINKLER
 BZ0243  PID         -  BZ0243
 BZ0243  STATE/COUNTY-  TX/NAVARRO
 BZ0243  USGS QUAD   -  WINKLER (1982)
 BZ0243
 BZ0243                         *CURRENT SURVEY CONTROL
 BZ0243  ___________________________________________________________________
 BZ0243* NAD 83(1993)-  31 55 46.05683(N)    096 14 21.31989(W)     ADJUSTED  
 BZ0243* NAVD 88     -       128.614  (meters)     421.96   (feet)  ADJUSTED  
 BZ0243  ___________________________________________________________________
 BZ0243  X           -    -588,861.920 (meters)                     COMP
 BZ0243  Y           -  -5,386,192.976 (meters)                     COMP
 BZ0243  Z           -   3,353,850.271 (meters)                     COMP
 BZ0243  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BZ0243  ELLIP HEIGHT-         103.47  (meters)          (02/16/96) GPS OBS
 BZ0243  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 BZ0243  DYNAMIC HT  -         128.464 (meters)     421.47  (feet)  COMP
 BZ0243  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 BZ0243
 BZ0243  HORZ ORDER  -  SECOND
 BZ0243  VERT ORDER  -  SECOND    CLASS 0
 BZ0243  ELLP ORDER  -  FIFTH     CLASS I
 BZ0243
 BZ0243.The horizontal coordinates were established by classical geodetic methods
 BZ0243.and adjusted by the National Geodetic Survey in February 1996..
 BZ0243
 BZ0243.The orthometric height was determined by differential leveling
 BZ0243.and adjusted by the National Geodetic Survey in June 1991..
 BZ0243
 BZ0243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ0243
 BZ0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0243
 BZ0243.The ellipsoidal height was determined by GPS observations
 BZ0243.and is referenced to NAD 83.
 BZ0243
 BZ0243.The geoid height was determined by GEOID03.
 BZ0243
 BZ0243.The dynamic height is computed by dividing the NAVD 88
 BZ0243.geopotential number by the normal gravity value computed on the
 BZ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0243.degrees latitude (g = 980.6199 gals.).
 BZ0243
 BZ0243.The modeled gravity was interpolated from observed gravity values.
 BZ0243
 BZ0243;                    North         East     Units Scale Factor Converg.
 BZ0243;SPC TXNC     - 2,031,443.037   813,785.140   MT  1.00006270   +1 13 58.8
 BZ0243;SPC TXNC     - 6,664,826.03  2,669,893.41   sFT  1.00006270   +1 13 58.8
 BZ0243;UTM  14      - 3,535,944.244   761,011.348   MT  1.00044028   +1 27 39.3
 BZ0243
 BZ0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0243!SPC TXNC     -   0.99998375  x   1.00006270  =   1.00004645
 BZ0243!UTM  14      -   0.99998375  x   1.00044028  =   1.00042403
 BZ0243
 BZ0243|---------------------------------------------------------------------|
 BZ0243| PID    Reference Object                     Distance      Geod. Az  |
 BZ0243|                                                           dddmmss.s |
 BZ0243| BZ0244 WINKLER RM 1                         53.715 METERS 10556     |
 BZ0243| BZ0245 WINKLER AZ MK                                      1353526.1 |
 BZ0243| BZ0242 WINKLER RM 2                         46.528 METERS 19038     |
 BZ0243|---------------------------------------------------------------------|
 BZ0243
 BZ0243                          SUPERSEDED SURVEY CONTROL
 BZ0243
 BZ0243  NAD 83(1986)-  31 55 46.06498(N)    096 14 21.30196(W) AD(       ) 2
 BZ0243  NAD 27      -  31 55 45.48600(N)    096 14 20.39400(W) AD(       ) 2
 BZ0243  NGVD 29 (??/??/92)  128.605  (m)          421.93   (f) ADJ UNCH    2 0
 BZ0243
 BZ0243.Superseded values are not recommended for survey control.
 BZ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0243.See file dsdata.txt to determine how the superseded data were derived.
 BZ0243
 BZ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA6101135944(NAD 83)
 BZ0243_MARKER: DH = HORIZONTAL CONTROL DISK
 BZ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0243_SP_SET: CONCRETE POST
 BZ0243_STAMPING: WINKLER 1946
 BZ0243_MARK LOGO: CGS   
 BZ0243_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0243+STABILITY: SURFACE MOTION
 BZ0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0243+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1988
 BZ0243
 BZ0243  HISTORY     - Date     Condition        Report By
 BZ0243  HISTORY     - 1946     MONUMENTED       CGS
 BZ0243  HISTORY     - 1947     GOOD             NGS
 BZ0243  HISTORY     - 1963     GOOD             USGS
 BZ0243  HISTORY     - 19871015 GOOD             NGS
 BZ0243  HISTORY     - 19880209 GOOD
 BZ0243
 BZ0243                          STATION DESCRIPTION
 BZ0243
 BZ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BZ0243'THE STATION IS ON THE SUMMIT OF A LOW SAND HILL ABOUT 7
 BZ0243'MILES SOUTH-SOUTHEAST OF EUREKA, 6.2 MILES EAST-NORTHEAST
 BZ0243'OF STREETMAN, 2.5 MILES WEST-SOUTHWEST OF WINKLER, AND 158
 BZ0243'FEET NORTH OF THE CENTER OF A GRADED ROAD.  IT PROJECTS
 BZ0243'4 INCHES AND IS STAMPED WINKLER 1946.
 BZ0243'
 BZ0243'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF A FIELD, 23
 BZ0243'FEET NORTH OF THE CENTER OF A GRADED ROAD, 16 FEET EAST OF
 BZ0243'A 21-INCH OAK TREE, AND 18 INCHES NORTH OF A FENCE LINE.
 BZ0243'IT PROJECTS 4 INCHES AND IS STAMPED WINKLER NO 1 1946.
 BZ0243'
 BZ0243'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF A FIELD, 30
 BZ0243'FEET NORTHEAST OF A 20-INCH OAK TREE, 25 FEET NORTH OF THE
 BZ0243'CENTER OF A GRADED ROAD, AND 2 FEET NORTH OF A FENCE LINE.
 BZ0243'IT PROJECTS 5 INCHES AND IS STAMPED WINKLER NO 2 1946.
 BZ0243'
 BZ0243'AZIMUTH MARK IS ON A ROAD RIGHT-OF-WAY, 100 YARDS NORTHWEST
 BZ0243'OF A FARM HOUSE, 29 FEET NORTHEAST OF THE CENTER OF THE
 BZ0243'INTERSECTION POINT OF A T-ROAD, 12 FEET NORTH OF T-FENCE
 BZ0243'INTERSECTION, AND 16 INCHES WEST OF A FENCE LINE.  IT PROJECTS
 BZ0243'3 INCHES AND IS STAMPED WINKLER 1946.
 BZ0243'
 BZ0243'TO REACH THE STATION FROM THE GULF GAS STATION AT THE EAST
 BZ0243'EDGE OF THE CITY LIMITS OF STREETMAN, GO EAST ON U.S. HIGHWAY
 BZ0243'NO. 75 FOR 0.15 MILE TO A CROSSROAD, TURN LEFT AND GO 1.7
 BZ0243'MILES TO WHERE THE ROAD CURVES TO THE RIGHT AND A SIDE ROAD
 BZ0243'LEFT, TURN LEFT AND GO 2.7 MILES TO A T-ROAD, TURN LEFT
 BZ0243'AND GO 0.3 MILE TO A CROSSROAD, TURN LEFT AND GO 0.1 MILE THEN
 BZ0243'RIGHT THROUGH A FIELD TO THE SUMMIT OF SAND HILL AND STATION
 BZ0243'AS DESCRIBED.
 BZ0243'
 BZ0243'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 158 FEET,
 BZ0243'TURN LEFT ON GRADED ROAD AND GO 0.1 MILE TO A CROSSROAD,
 BZ0243'TURN RIGHT AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 BZ0243'AS DESCRIBED.
 BZ0243'
 BZ0243'A 37 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT STATION EUREKA.
 BZ0243'
 BZ0243'A 37 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION HOUSE.
 BZ0243'
 BZ0243'A 37 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION YOUNG.
 BZ0243'
 BZ0243'A 37 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT STATION GRINDSTONE.
 BZ0243'
 BZ0243'A 37 FOOT TOWER WILL SEE A 74 FOOT LIGHT AT STATION TEHUACANA.
 BZ0243'
 BZ0243'A 37 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT STATION STREETMAN.
 BZ0243
 BZ0243                          STATION RECOVERY (1947)
 BZ0243
 BZ0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ0243'1.9 MI W FROM WINKLER.
 BZ0243'1.8 MILES WEST ALONG FARM-TO-MARKET ROAD 246 FROM THE POSTOFFICE AT
 BZ0243'WINKLER, 462 FEET WEST OF THE CENTERLINE OF A DIRT CROSSROAD, 144 FEET
 BZ0243'NORTH OF THE CENTERLINE OF AN ABANDONED DIRT ROAD, 94 FEET SOUTH OF
 BZ0243'THE CENTERLINE OF THE FARM ROAD, 47 FEET SOUTH OF A FENCELINE, 10 FEET
 BZ0243'HIGHER THAN THE FARM ROAD, A BRONZE TRIANGULATION STATION DISK SET IN
 BZ0243'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 BZ0243
 BZ0243                          STATION RECOVERY (1963)
 BZ0243
 BZ0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0243'RECOVERED IN GOOD CONDITION.
 BZ0243
 BZ0243                          STATION RECOVERY (1987)
 BZ0243
 BZ0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BZ0243'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH-SOUTHEAST OF
 BZ0243'EUREKA, 8 KM (4.95 MI) NORTHEAST OF STREETMAN AND 3 KM (1.85 MI) WEST
 BZ0243'OF WINKLER, ON A MOUND OF SAND, WHICH IS ABOUT 5 FEET HIGH.  THIS
 BZ0243'MOUND WAS FORMED BY THE REMOVEAL OF SAND FROM THE AREA.  THE MARK
 BZ0243'WILL MOST LIKELY BE DESTROYED IN THE NEAR FUTURE.  OWNERSHIP-- A.M.
 BZ0243'EMMERT, ROUTE 1 BOX 121 R, STREENMAN, TX. TELEPHONE
 BZ0243'NUMBER214-874-7328 OR 214-599-4551.
 BZ0243'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 488 AND 416
 BZ0243'ABOUT 21 KM (13.05 MI) EAST-NORTHEAST OF STREENMAN.  GO EAST ON FARM
 BZ0243'ROAD 416 FOR 10.5 KM (6.50 MI) TO THE WINKLER COUNTRY STORE, IN THE
 BZ0243'VILLAGE OF WINKLER.  CONTINUE EAST ON FARM ROAD 416 FOR 3.5 KM
 BZ0243'(2.15 MI) TO A ROAD LEADING SOUTH ON THE LEFT.  CONTINUE EAST ON
 BZ0243'THEROAD FOR 140.8M (461.9 FT) TO THE STATION OF THE LEFT.
 BZ0243'THE MARK IS SET 28.6 M (93.8 FT) SOUTH OF THE CENTERLINE OF THE FARM
 BZ0243'ROAD, 14.3 M (46.9 FT) SOUTH OF THE A FENCE, AND 0.4 M (1.3 FT)
 BZ0243'NORTHOF A WITNESS POST.
 BZ0243'THE MARK IS ALSO A BENCH NARK.
 BZ0243'DESCRIBED BY B.L.L.
 BZ0243
 BZ0243                          STATION RECOVERY (1988)
 BZ0243
 BZ0243'RECOVERED 1988
 BZ0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6518 ***********************************************************************
 AW6518  DESIGNATION -  WINKLER
 AW6518  PID         -  AW6518
 AW6518  STATE/COUNTY-  TX/HARRIS
 AW6518  USGS QUAD   -  PARK PLACE (1995)
 AW6518
 AW6518                         *CURRENT SURVEY CONTROL
 AW6518  ___________________________________________________________________
 AW6518* NAD 83(1993)-  29 40 12.56826(N)    095 15 38.87420(W)     ADJUSTED  
 AW6518* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AW6518  ___________________________________________________________________
 AW6518  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW6518  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6518
 AW6518  HORZ ORDER  -  FIRST
 AW6518
 AW6518.The horizontal coordinates were established by classical geodetic methods
 AW6518.and adjusted by the National Geodetic Survey in February 1996..
 AW6518
 AW6518.The orthometric height was scaled from a topographic map.
 AW6518
 AW6518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6518
 AW6518.The geoid height was determined by GEOID03.
 AW6518
 AW6518;                    North         East     Units Scale Factor Converg.
 AW6518;SPC TXSC     - 4,209,355.007   961,863.785   MT  0.99988030   +1 49 54.8
 AW6518;SPC TXSC     -13,810,192.22  3,155,714.77   sFT  0.99988030   +1 49 54.8
 AW6518;UTM  15      - 3,284,374.559   281,204.594   MT  1.00019070   -1 07 10.4
 AW6518
 AW6518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6518!SPC TXSC     -   1.00000254  x   0.99988030  =   0.99988284
 AW6518!UTM  15      -   1.00000254  x   1.00019070  =   1.00019324
 AW6518
 AW6518:                Primary Azimuth Mark                     Grid Az
 AW6518:SPC TXSC     -  WINKLER AZ MK                            087 46 30.5
 AW6518:UTM  15      -  WINKLER AZ MK                            090 43 35.7
 AW6518
 AW6518|---------------------------------------------------------------------|
 AW6518| PID    Reference Object                     Distance      Geod. Az  |
 AW6518|                                                           dddmmss.s |
 AW6518| CV7960 WINKLER AZ MK                                      0893625.3 |
 AW6518| CV7962 WINKLER RM 2                         24.427 METERS 24301     |
 AW6518| CV7961 WINKLER RM 1                         27.878 METERS 34711     |
 AW6518|---------------------------------------------------------------------|
 AW6518
 AW6518                          SUPERSEDED SURVEY CONTROL
 AW6518
 AW6518  NAD 83(1986)-  29 40 12.58282(N)    095 15 38.85428(W) AD(       ) 1
 AW6518  NAD 27      -  29 40 11.75444(N)    095 15 38.08531(W) AD(       ) 1
 AW6518
 AW6518.Superseded values are not recommended for survey control.
 AW6518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6518.See file dsdata.txt to determine how the superseded data were derived.
 AW6518
 AW6518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8120584375(NAD 83)
 AW6518_MARKER: DS = TRIANGULATION STATION DISK
 AW6518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6518+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003
 AW6518
 AW6518  HISTORY     - Date     Condition        Report By
 AW6518  HISTORY     - 1968     MONUMENTED       CGS
 AW6518  HISTORY     - 1973     GOOD             LOCENG
 AW6518  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6518  HISTORY     - 20031019 GOOD             USPSQD
 AW6518
 AW6518                          STATION DESCRIPTION
 AW6518
 AW6518'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6518'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHEAST OF THE
 AW6518'INTERSECTION OF STATE HIGHWAY 225 AND INTERSTATE HIGHWAY 45 (GULF
 AW6518'FREEWAY), 1-1/2 MILES NORTHEAST OF THE CONTROL TOWER AT HOUSTON
 AW6518'INTERNATIONAL AIRPORT, 0.1 MILE EAST-NORTHEAST OF INTERSTATE
 AW6518'HIGHWAY 45 AND NEAR THE SOUTH EDGE OF AN AREA LOCALLY KNOWN AS
 AW6518'MEADOWBROOK.
 AW6518'
 AW6518'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY OVERCROSSING (I45)
 AW6518'OVER MONROE STREET, GO NORTH-NORTHEAST ON MONROE STREET FOR 0.1 MILE
 AW6518'TO A SIDE ROAD LEFT AND THE STATION IN THE NORTHWEST ANGLE FORMED
 AW6518'BY THE T-INTERSECTION.
 AW6518'
 AW6518'THE STATION MARK IS A STANDARD DISK STAMPED WINKLER 1968, SET IN
 AW6518'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6518'WITH THE GROUND SURFACE.  IT IS 51 FEET SOUTHWEST OF THE WEST CURB OF
 AW6518'WINKLER DRIVE, 48.9 FEET WEST-SOUTHWEST OF A FIRE HYDRANT, 38.7
 AW6518'FEET NORTH-NORTHWEST OF A TRAFFIC LIGHT CONTROL BOX AND 28.4 FEET
 AW6518'NORTH OF THE NORTH CURB OF MONROE STREET.
 AW6518'
 AW6518'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WINKLER NO 1 1968, SET
 AW6518'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6518'WITH THE GROUND SURFACE.  IT IS 97.3 FEET NORTH-NORTHWEST OF THE
 AW6518'TRAFFIC CONTROL BOX AND 13.5 FEET SOUTH-SOUTHWEST OF THE WEST CURB
 AW6518'OF WINKLER DRIVE.
 AW6518'
 AW6518'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WINKLER NO 2 1968, SET IN
 AW6518'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6518'WITH THE GROUND SURFACE.  IT IS 26.3 FEET NORTHWEST OF THE NORTH
 AW6518'CURB OF MONROE STREET, 3.8 FEET NORTH OF A RAIL FENCE CONSTRUCTED OF
 AW6518'METAL PIPE AND 3.5 FEET NORTHWEST OF A METAL WITNESS POST.
 AW6518'
 AW6518'TO REACH THE AZIMUTH MARK FROM THE T-INTERSECTION AT THE STATION
 AW6518'SITE, GO EAST ON WINKLER DRIVE FOR 0.6 MILE TO THE MARK ON THE RIGHT
 AW6518'IN THE WEST EDGE OF A STREET DRAIN COVER.  (THIS IS 0.05 MILE WEST
 AW6518'OF THE INTERSECTION OF WINKLER DRIVE AND MAIN STREET.)
 AW6518'
 AW6518'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WINKLER 1968, CEMENTED
 AW6518'IN A DRILL HOLE IN THE CONCRETE DRAIN COVER.  IT IS 56 FEET EAST OF
 AW6518'A TELEPHONE POLE, 3.3 FEET SOUTH OF THE SOUTH CURB OF THE
 AW6518'EAST-BOUND LANES OF WINKLER DRIVE, 2.6 FEET NORTHWEST OF THE CENTER
 AW6518'OF A METAL MANHOLE COVER AND 0.5 FOOT EAST OF THE WEST EDGE OF THE
 AW6518'CONCRETE STREET DRAIN.
 AW6518
 AW6518                          STATION RECOVERY (1973)
 AW6518
 AW6518'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (DW)
 AW6518'WINKLER 1968 RECOVERED GOOD.
 AW6518'
 AW6518'WINKLER NO 1 1968 RECOVERED GOOD.
 AW6518'
 AW6518'WINKLER NO 2 1968 RECOVERED GOOD.
 AW6518'
 AW6518'WINKLER 1968 AZI. RECOVERED GOOD.
 AW6518'
 AW6518'PLACED WITNESS POST 2.0 SOUTH OF STATION MARK WINKLER.
 AW6518'
 AW6518'PLACED WITNESS POST 2.0 S.W. OF AZI MARK.
 AW6518
 AW6518                          STATION RECOVERY (1995)
 AW6518
 AW6518'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6518'MARK NOT FOUND.
 AW6518
 AW6518                          STATION RECOVERY (2003)
 AW6518
 AW6518'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6518'THE MARK WINKLER 1968 RECOVERED GOOD. 18 INCHES BELOW GRADE, LEFT WITH
 AW6518'HOLE AND STAKE WITH FLAGGING ALONG SIDE OF HOLE.
 AW6518'REFERANCE MARK 1 NOT RECOVERED.
 AW6518'REFERANCE MARK 2 NOT RECOVERED
 AW6518'AZIMUTH MARK RECOVERED IN GOOD CONDITION, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0245 ***********************************************************************
 BZ0245  DESIGNATION -  WINKLER AZ MK
 BZ0245  PID         -  BZ0245
 BZ0245  STATE/COUNTY-  TX/NAVARRO
 BZ0245  USGS QUAD   -  WINKLER (1982)
 BZ0245
 BZ0245                         *CURRENT SURVEY CONTROL
 BZ0245  ___________________________________________________________________
 BZ0245* NAD 83(1986)-  31 55 33.     (N)    096 14 06.     (W)     SCALED    
 BZ0245* NAVD 88     -       118.355  (meters)     388.30   (feet)  ADJUSTED  
 BZ0245  ___________________________________________________________________
 BZ0245  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 BZ0245  DYNAMIC HT  -         118.216 (meters)     387.85  (feet)  COMP
 BZ0245  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 BZ0245
 BZ0245  VERT ORDER  -  SECOND    CLASS 0
 BZ0245
 BZ0245.The horizontal coordinates were scaled from a topographic map and have
 BZ0245.an estimated accuracy of +/- 6 seconds.
 BZ0245
 BZ0245.The orthometric height was determined by differential leveling
 BZ0245.and adjusted by the National Geodetic Survey in June 1991..
 BZ0245
 BZ0245.The geoid height was determined by GEOID03.
 BZ0245
 BZ0245.The dynamic height is computed by dividing the NAVD 88
 BZ0245.geopotential number by the normal gravity value computed on the
 BZ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0245.degrees latitude (g = 980.6199 gals.).
 BZ0245
 BZ0245.The modeled gravity was interpolated from observed gravity values.
 BZ0245
 BZ0245;                    North         East    Units  Estimated Accuracy
 BZ0245;SPC TXNC     - 2,031,050.      814,200.      MT  (+/- 180 meters Scaled)
 BZ0245
 BZ0245                          SUPERSEDED SURVEY CONTROL
 BZ0245
 BZ0245  NGVD 29 (??/??/92)  118.345  (m)          388.27   (f) ADJ UNCH    2 0
 BZ0245
 BZ0245.Superseded values are not recommended for survey control.
 BZ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0245.See file dsdata.txt to determine how the superseded data were derived.
 BZ0245
 BZ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA614355(NAD 83)
 BZ0245_MARKER: DZ = AZIMUTH MARK DISK
 BZ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0245_STAMPING: WINKLER 1946
 BZ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0245+STABILITY: SURFACE MOTION
 BZ0245
 BZ0245  HISTORY     - Date     Condition        Report By
 BZ0245  HISTORY     - 1946     MONUMENTED       CGS
 BZ0245  HISTORY     - 1947     GOOD             NGS
 BZ0245
 BZ0245                          STATION DESCRIPTION
 BZ0245
 BZ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0245'2.1 MI W FROM WINKLER.
 BZ0245'1.8 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WINKLER,
 BZ0245'THENCE 0.3 MILE SOUTH ALONG A DIRT ROAD, AT THE JUNCTION WITH A DIRT
 BZ0245'ROAD LEADING WEST, 26 FEET NORTHEAST OF THE JUNCTION OF THE CENTER
 BZ0245'LINES OF THE TWO ROADS, 19 FEET EAST OF THE CENTER LINE OF THE NORTH
 BZ0245'AND SOUTH ROAD, 11 FEET NORTH OF A FENCE CORNER, 1 FOOT SOUTH OF A 4X4
 BZ0245'MARKER POST, 3 FEET ABOVE THE ROAD, A BRONZE DISK SET IN THE TOP OF A
 BZ0245'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0244 ***********************************************************************
 BZ0244  DESIGNATION -  WINKLER RM 1
 BZ0244  PID         -  BZ0244
 BZ0244  STATE/COUNTY-  TX/NAVARRO
 BZ0244  USGS QUAD   -  WINKLER (1982)
 BZ0244
 BZ0244                         *CURRENT SURVEY CONTROL
 BZ0244  ___________________________________________________________________
 BZ0244* NAD 83(1986)-  31 55 46.     (N)    096 14 21.     (W)     SCALED    
 BZ0244* NAVD 88     -       125.038  (meters)     410.23   (feet)  ADJUSTED  
 BZ0244  ___________________________________________________________________
 BZ0244  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 BZ0244  DYNAMIC HT  -         124.892 (meters)     409.75  (feet)  COMP
 BZ0244  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 BZ0244
 BZ0244  VERT ORDER  -  SECOND    CLASS 0
 BZ0244
 BZ0244.The horizontal coordinates were scaled from a topographic map and have
 BZ0244.an estimated accuracy of +/- 6 seconds.
 BZ0244
 BZ0244.The orthometric height was determined by differential leveling
 BZ0244.and adjusted by the National Geodetic Survey in June 1991..
 BZ0244
 BZ0244.The geoid height was determined by GEOID03.
 BZ0244
 BZ0244.The dynamic height is computed by dividing the NAVD 88
 BZ0244.geopotential number by the normal gravity value computed on the
 BZ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0244.degrees latitude (g = 980.6199 gals.).
 BZ0244
 BZ0244.The modeled gravity was interpolated from observed gravity values.
 BZ0244
 BZ0244;                    North         East    Units  Estimated Accuracy
 BZ0244;SPC TXNC     - 2,031,440.      813,790.      MT  (+/- 180 meters Scaled)
 BZ0244
 BZ0244                          SUPERSEDED SURVEY CONTROL
 BZ0244
 BZ0244  NGVD 29 (??/??/92)  125.028  (m)          410.20   (f) ADJ UNCH    2 0
 BZ0244
 BZ0244.Superseded values are not recommended for survey control.
 BZ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0244.See file dsdata.txt to determine how the superseded data were derived.
 BZ0244
 BZ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA610359(NAD 83)
 BZ0244_MARKER: DR = REFERENCE MARK DISK
 BZ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0244_STAMPING: WINKLER NO 1 1946
 BZ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0244+STABILITY: SURFACE MOTION
 BZ0244
 BZ0244  HISTORY     - Date     Condition        Report By
 BZ0244  HISTORY     - 1946     MONUMENTED       CGS
 BZ0244  HISTORY     - 1947     GOOD             NGS
 BZ0244
 BZ0244                          STATION DESCRIPTION
 BZ0244
 BZ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0244'1.9 MI W FROM WINKLER.
 BZ0244'1.9 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WINKLER, 335
 BZ0244'FEET WEST OF THE CENTER LINE OF A DIRT CROSS ROAD, 220 FEET EAST OF
 BZ0244'WINKLER R.M. 2, 174 FEET SOUTHEAST OF TRIANGULATION STATION WINKLER,
 BZ0244'22 FEET NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 18 FEET
 BZ0244'EAST OF A 24 INCH OAK TREE, A BRONZE REFERENCE MARK DISK SET IN THE
 BZ0244'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0242 ***********************************************************************
 BZ0242  DESIGNATION -  WINKLER RM 2
 BZ0242  PID         -  BZ0242
 BZ0242  STATE/COUNTY-  TX/NAVARRO
 BZ0242  USGS QUAD   -  WINKLER (1982)
 BZ0242
 BZ0242                         *CURRENT SURVEY CONTROL
 BZ0242  ___________________________________________________________________
 BZ0242* NAD 83(1986)-  31 55 46.     (N)    096 14 21.     (W)     SCALED    
 BZ0242* NAVD 88     -       125.995  (meters)     413.37   (feet)  ADJUSTED  
 BZ0242  ___________________________________________________________________
 BZ0242  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 BZ0242  DYNAMIC HT  -         125.848 (meters)     412.89  (feet)  COMP
 BZ0242  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 BZ0242
 BZ0242  VERT ORDER  -  SECOND    CLASS 0
 BZ0242
 BZ0242.The horizontal coordinates were scaled from a topographic map and have
 BZ0242.an estimated accuracy of +/- 6 seconds.
 BZ0242
 BZ0242.The orthometric height was determined by differential leveling
 BZ0242.and adjusted by the National Geodetic Survey in June 1991..
 BZ0242
 BZ0242.The geoid height was determined by GEOID03.
 BZ0242
 BZ0242.The dynamic height is computed by dividing the NAVD 88
 BZ0242.geopotential number by the normal gravity value computed on the
 BZ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0242.degrees latitude (g = 980.6199 gals.).
 BZ0242
 BZ0242.The modeled gravity was interpolated from observed gravity values.
 BZ0242
 BZ0242;                    North         East    Units  Estimated Accuracy
 BZ0242;SPC TXNC     - 2,031,440.      813,790.      MT  (+/- 180 meters Scaled)
 BZ0242
 BZ0242                          SUPERSEDED SURVEY CONTROL
 BZ0242
 BZ0242  NGVD 29 (??/??/92)  125.986  (m)          413.34   (f) ADJ UNCH    2 0
 BZ0242
 BZ0242.Superseded values are not recommended for survey control.
 BZ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0242.See file dsdata.txt to determine how the superseded data were derived.
 BZ0242
 BZ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA610359(NAD 83)
 BZ0242_MARKER: DR = REFERENCE MARK DISK
 BZ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0242_STAMPING: WINKLER NO 2 1946
 BZ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0242+STABILITY: SURFACE MOTION
 BZ0242
 BZ0242  HISTORY     - Date     Condition        Report By
 BZ0242  HISTORY     - 1946     MONUMENTED       CGS
 BZ0242  HISTORY     - 1947     GOOD             NGS
 BZ0242
 BZ0242                          STATION DESCRIPTION
 BZ0242
 BZ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0242'1.9 MI W FROM WINKLER.
 BZ0242'1.9 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WINKLER, 556
 BZ0242'FEET WEST OF THE CENTER LINE OF A DIRT CROSS ROAD, 220 FEET WEST OF
 BZ0242'WINKLER R.M. 1, 153 FEET SOUTHWEST OF TRIANGULATION STATION WINKLER,
 BZ0242'22 FEET NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 2 FEET
 BZ0242'EAST OF A 4X4 MARKER POST, A BRONZE DISK SET IN THE TOP OF A CONCRETE
 BZ0242'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0863 ***********************************************************************
 CC0863  PACS        -  This is a Primary Airport Control Station.
 CC0863  DESIGNATION -  WINKPORT
 CC0863  PID         -  CC0863
 CC0863  STATE/COUNTY-  TX/WINKLER
 CC0863  USGS QUAD   -  WINK NORTH (1970)
 CC0863
 CC0863                         *CURRENT SURVEY CONTROL
 CC0863  ___________________________________________________________________
 CC0863* NAD 83(1993)-  31 46 46.56675(N)    103 11 47.64966(W)     ADJUSTED  
 CC0863* NAVD 88     -       856.50   (meters)    2810.0    (feet)  GPS OBS   
 CC0863  ___________________________________________________________________
 CC0863  X           -  -1,239,098.242 (meters)                     COMP
 CC0863  Y           -  -5,284,345.510 (meters)                     COMP
 CC0863  Z           -   3,340,119.631 (meters)                     COMP
 CC0863  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 CC0863  ELLIP HEIGHT-         832.33  (meters)          (10/24/00) GPS OBS
 CC0863  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CC0863
 CC0863  HORZ ORDER  -  B
 CC0863  ELLP ORDER  -  FOURTH    CLASS II
 CC0863
 CC0863.This mark is at Winkler Co (INK) Airport (INK)
 CC0863
 CC0863.The horizontal coordinates were established by GPS observations
 CC0863.and adjusted by the National Geodetic Survey in September 1996..
 CC0863
 CC0863.The orthometric height was determined by GPS observations and a
 CC0863.high-resolution geoid model.
 CC0863
 CC0863.GPS derived orthometric heights for airport stations designated as
 CC0863.PACS or SACS are published to 2 decimal places.  This maintains
 CC0863.centimeter relative accuracy between the PACS and SACS.  It does
 CC0863.not indicate centimeter accuracy relative to other marks which are
 CC0863.part of the NAVD 88 network.
 CC0863
 CC0863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0863
 CC0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0863
 CC0863.The ellipsoidal height was determined by GPS observations
 CC0863.and is referenced to NAD 83.
 CC0863
 CC0863.The geoid height was determined by GEOID03.
 CC0863
 CC0863;                    North         East     Units Scale Factor Converg.
 CC0863;SPC TX C     - 3,237,728.248   428,835.701   MT  0.99997378   -1 28 29.0
 CC0863;SPC TX C     -10,622,446.76  1,406,938.46   sFT  0.99997378   -1 28 29.0
 CC0863;UTM  13      - 3,517,422.288   670,762.528   MT  0.99995964   +0 57 00.0
 CC0863
 CC0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0863!SPC TX C     -   0.99986932  x   0.99997378  =   0.99984311
 CC0863!UTM  13      -   0.99986932  x   0.99995964  =   0.99982897
 CC0863
 CC0863:                Primary Azimuth Mark                     Grid Az
 CC0863:SPC TX C     -  WINKPORT AZ MK                           006 56 10.6
 CC0863:UTM  13      -  WINKPORT AZ MK                           004 30 41.6
 CC0863
 CC0863|---------------------------------------------------------------------|
 CC0863| PID    Reference Object                     Distance      Geod. Az  |
 CC0863|                                                           dddmmss.s |
 CC0863| CC0864 WINKPORT AZ MK                      APPROX. 0.6 KM 0052741.6 |
 CC0863|---------------------------------------------------------------------|
 CC0863
 CC0863                          SUPERSEDED SURVEY CONTROL
 CC0863
 CC0863  ELLIP H (09/09/96)  832.31   (m)                       GP(       ) 1 2
 CC0863  NAD 83(1993)-  31 46 46.56526(N)    103 11 47.65233(W) AD(       ) 3
 CC0863  ELLIP H (02/16/96)  832.31   (m)                       GP(       ) 5 1
 CC0863  NAD 83(1993)-  31 46 46.56709(N)    103 11 47.64595(W) AD(       ) 3
 CC0863  ELLIP H (12/21/93)  832.08   (m)                       GP(       ) 4 1
 CC0863  NAD 83(1986)-  31 46 46.56568(N)    103 11 47.64448(W) AD(       ) 3
 CC0863  NGVD 29 (10/23/89)  855.9    (m)         2808.     (f) GPS OBS        
 CC0863
 CC0863.Superseded values are not recommended for survey control.
 CC0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0863.See file dsdata.txt to determine how the superseded data were derived.
 CC0863
 CC0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR7076317422(NAD 83)
 CC0863_MARKER: DH = HORIZONTAL CONTROL DISK
 CC0863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CC0863_SP_SET: CONCRETE LIGHT PAD
 CC0863_STAMPING: WINKPORT 1989
 CC0863_MARK LOGO: NGS   
 CC0863_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0863+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 CC0863
 CC0863  HISTORY     - Date     Condition        Report By
 CC0863  HISTORY     - 1989     MONUMENTED       NGS
 CC0863  HISTORY     - 19950605 GOOD             NGS
 CC0863  HISTORY     - 19991216 GOOD             NGS
 CC0863  HISTORY     - 20050505 GOOD             DGC
 CC0863
 CC0863                          STATION DESCRIPTION
 CC0863
 CC0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CC0863'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF WINK, AT THE
 CC0863'WINKLER COUNTY AIRPORT, ALONG THE NORTH-SOUTH TAXI ON THE EAST SIDE OF
 CC0863'THE AIRPORT, AT THE JUNCTION OF THE TAXI AND A TAXI LEADING TO THE
 CC0863'RUNWAY.  OWNERSHIP--WINKLER COUNTY, WINKLER COUNTY COURTHOUSE, KERMIT,
 CC0863'TEXAS 79745.  THE AIRPORT MANAGER IS LONNIE COLLINS, TELEPHONE
 CC0863'915-527-3481.
 CC0863'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 115 AND FARM
 CC0863'ROAD 1232 NEAR THE SOUTH EDGE OF WINK, GO NORTHWEST ON FARM ROAD 1232
 CC0863'FOR 2.43 KM (1.50 MI) TO A CROSSROAD (COUNTY ROAD 201).  CONTINUE
 CC0863'AHEAD FOR 2.93 KM (1.80 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 CC0863'LEFT, WEST, THEN SOUTH, ON A ROAD FOR 0.27 KM (0.15 MI) TO THE
 CC0863'TERMINAL BUILDING ON THE RIGHT.  CONTINUE AHEAD FOR 0.05 KM (0.05 MI)
 CC0863'TO A GAP ON THE RIGHT BETWEEN HANGARS.  TURN RIGHT AND GO WEST ACROSS
 CC0863'THE TARMAC FOR 0.07 KM (0.05 MI) TO THE WEST SIDE OF A TAXI.  TURN
 CC0863'LEFT AND GO SOUTH ALONG THE TAXI FOR 0.32 KM (0.20 MI) TO AN EAST-WEST
 CC0863'TAXI AND THE STATION ON THE RIGHT.
 CC0863'THE STATION IS IN THE SOUTHWEST CORNER OF A 1.5 METER SQUARE RUNWAY
 CC0863'LIGHT PAD, 53.7 M (176.2 FT) NORTH OF THE TAXI CENTER, 0.7 M (2.3 FT)
 CC0863'SOUTHWEST OF A LIGHT SOCKET, AND 0.5 M (1.6 FT) NORTHEAST OF THE
 CC0863'SOUTHWEST CORNER OF THE PAD.  THIS IS THE FIRST PAD NORTH OF THE
 CC0863'EAST-WEST TAXI.
 CC0863'DESCRIBED BY R.D.B.
 CC0863
 CC0863                          STATION RECOVERY (1995)
 CC0863
 CC0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 CC0863'RECOVERED AS DESCRIBED.
 CC0863
 CC0863                          STATION RECOVERY (1999)
 CC0863
 CC0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WEH)
 CC0863'GOOD.
 CC0863
 CC0863                          STATION RECOVERY (2005)
 CC0863
 CC0863'RECOVERY NOTE BY DAWSON GEOPHYSICAL 2005 (TO)
 CC0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0864 ***********************************************************************
 CC0864  SACS        -  This is a Secondary Airport Control Station.
 CC0864  DESIGNATION -  WINKPORT AZ MK
 CC0864  PID         -  CC0864
 CC0864  STATE/COUNTY-  TX/WINKLER
 CC0864  USGS QUAD   -  WINK NORTH (1970)
 CC0864
 CC0864                         *CURRENT SURVEY CONTROL
 CC0864  ___________________________________________________________________
 CC0864* NAD 83(1993)-  31 47 06.29748(N)    103 11 45.44109(W)     ADJUSTED  
 CC0864* NAVD 88     -       856.33   (meters)    2809.5    (feet)  GPS OBS   
 CC0864  ___________________________________________________________________
 CC0864  X           -  -1,238,968.548 (meters)                     COMP
 CC0864  Y           -  -5,284,046.963 (meters)                     COMP
 CC0864  Z           -   3,340,636.207 (meters)                     COMP
 CC0864  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 CC0864  ELLIP HEIGHT-         832.16  (meters)          (01/14/01) GPS OBS
 CC0864  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CC0864
 CC0864  HORZ ORDER  -  FIRST
 CC0864  ELLP ORDER  -  FOURTH    CLASS II
 CC0864
 CC0864.This mark is at Winkler Co (INK) Airport (INK)
 CC0864
 CC0864.The horizontal coordinates were established by GPS observations
 CC0864.and adjusted by the National Geodetic Survey in July 1997..
 CC0864
 CC0864.The orthometric height was determined by GPS observations and a
 CC0864.high-resolution geoid model.
 CC0864
 CC0864.GPS derived orthometric heights for airport stations designated as
 CC0864.PACS or SACS are published to 2 decimal places.  This maintains
 CC0864.centimeter relative accuracy between the PACS and SACS.  It does
 CC0864.not indicate centimeter accuracy relative to other marks which are
 CC0864.part of the NAVD 88 network.
 CC0864
 CC0864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0864
 CC0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0864
 CC0864.The ellipsoidal height was determined by GPS observations
 CC0864.and is referenced to NAD 83.
 CC0864
 CC0864.The geoid height was determined by GEOID03.
 CC0864
 CC0864;                    North         East     Units Scale Factor Converg.
 CC0864;SPC TX C     - 3,238,334.259   428,909.426   MT  0.99997508   -1 28 27.9
 CC0864;SPC TX C     -10,624,434.98  1,407,180.34   sFT  0.99997508   -1 28 27.9
 CC0864;UTM  13      - 3,518,030.866   670,810.547   MT  0.99995984   +0 57 01.7
 CC0864
 CC0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0864!SPC TX C     -   0.99986935  x   0.99997508  =   0.99984443
 CC0864!UTM  13      -   0.99986935  x   0.99995984  =   0.99982920
 CC0864
 CC0864:                Primary Azimuth Mark                     Grid Az
 CC0864:SPC TX C     -  WINKPORT                                 186 56 10.7
 CC0864:UTM  13      -  WINKPORT                                 184 30 41.1
 CC0864
 CC0864|---------------------------------------------------------------------|
 CC0864| PID    Reference Object                     Distance      Geod. Az  |
 CC0864|                                                           dddmmss.s |
 CC0864| CC0863 WINKPORT                            APPROX. 0.6 KM 1852742.8 |
 CC0864|---------------------------------------------------------------------|
 CC0864
 CC0864                          SUPERSEDED SURVEY CONTROL
 CC0864
 CC0864  ELLIP H (07/07/97)  832.15   (m)                       GP(       ) 4 2
 CC0864  NAD 83(1993)-  31 47 06.29579(N)    103 11 45.44361(W) AD(       ) 3
 CC0864  ELLIP H (02/16/96)  832.16   (m)                       GP(       ) 5 1
 CC0864  NAD 83(1993)-  31 47 06.29762(N)    103 11 45.43722(W) AD(       ) 3
 CC0864  ELLIP H (12/21/93)  831.93   (m)                       GP(       ) 4 1
 CC0864  NAD 83(1986)-  31 47 06.29621(N)    103 11 45.43575(W) AD(       ) 3
 CC0864  NGVD 29 (10/23/89)  855.7    (m)         2807.     (f) GPS OBS        
 CC0864
 CC0864.Superseded values are not recommended for survey control.
 CC0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0864.See file dsdata.txt to determine how the superseded data were derived.
 CC0864
 CC0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR7081118031(NAD 83)
 CC0864_MARKER: DZ = AZIMUTH MARK DISK
 CC0864_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CC0864+WITH SETTING: PAVEMENT
 CC0864_SP_SET: TAXI LIGHT BASE
 CC0864_STAMPING: WINKPORT AZ MK 1989
 CC0864_MARK LOGO: NGS   
 CC0864_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0864+STABILITY: SURFACE MOTION
 CC0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0864+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1996
 CC0864
 CC0864  HISTORY     - Date     Condition        Report By
 CC0864  HISTORY     - 1989     MONUMENTED       NGS
 CC0864  HISTORY     - 19961101 GOOD             NGS
 CC0864
 CC0864                          STATION DESCRIPTION
 CC0864
 CC0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CC0864'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF WINK, AT THE
 CC0864'WINKLER COUNTY AIRPORT, ALONG THE NORTH-SOUTH TAXI ON THE EAST SIDE OF
 CC0864'THE AIRPORT.  OWNERSHIP--WINKLER COUNTY, WINKLER COUNTY COURTHOUSE,
 CC0864'KERMIT, TEXAS 79745.  THE AIRPORT MANAGER IS LONNIE COLLINS, TELEPHONE
 CC0864'915-527-3481.
 CC0864'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 115 AND FARM
 CC0864'ROAD 1232 NEAR THE SOUTH EDGE OF WINK, GO NORTHWEST ON FARM ROAD 1232
 CC0864'FOR 2.43 KM (1.50 MI) TO A CROSSROAD (COUNTY ROAD 201).  CONTINUE
 CC0864'AHEAD FOR 2.93 KM (1.80 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 CC0864'LEFT, WEST, THEN SOUTH, ON A ROAD FOR 0.27 KM (0.15 MI) TO THE
 CC0864'TERMINAL BUILDING ON THE RIGHT.  CONTINUE AHEAD FOR 0.05 KM (0.05 MI)
 CC0864'TO A GAP ON THE RIGHT BETWEEN HANGARS.  TURN RIGHT AND GO WEST ACROSS
 CC0864'THE TARMAC FOR 0.07 KM (0.05 MI) TO THE WEST SIDE OF A TAXI.  TURN
 CC0864'RIGHT AND GO NORTH ALONG THE TAXI FOR 0.30 KM (0.20 MI) TO THE STATION
 CC0864'ON THE LEFT, NEAR RUNWAY 22 END.
 CC0864'THE STATION IS IN THE NORTHWEST CORNER OF A 1.5 METER SQUARE RUNWAY
 CC0864'LIGHT PAD, 55.3 M (181.4 FT) SOUTH OF THE JUNCTION OF THE TAXI AND
 CC0864'RUNWAY, 24.7 M (81.0 FT) WEST OF THE TAXI CENTERLINE, AND 0.7 M
 CC0864'(2.3 FT) NORTHWEST OF A LIGHT SOCKET.
 CC0864'DESCRIBED BY R.D.B.
 CC0864
 CC0864                          STATION RECOVERY (1996)
 CC0864
 CC0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 CC0864'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF WINK, ON THE
 CC0864'WINKLER COUNTY AIRPORT, SOUTH OF THE NORTH TAXI CONNECTOR TO RUNWAY
 CC0864'22.  OWNERSHIP--WINKLER COUNTY, WINKLER COUNTY COURTHOUSE, KERMIT, TX
 CC0864'79745.  THE AIRPORT MANAGER IS CHARLIE COOPER, PHONE 915-527-3410. TO
 CC0864'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 115 AND FARM ROAD
 CC0864'1232 NEAR THE SOUTH EDGE OF WINK, GO NORTHWEST OF FARM ROAD 1232 FOR
 CC0864'5.3 KM (3.30 MI) TO THE AIRPORT ROAD ON THE LEFT, TURN WEST THEN
 CC0864'SOUTH, GO 0.29 KM (0.20 MI) TO THE AIRPORT OFFICE ON THE RIGHT,
 CC0864'CONTINUE AHEAD 30 METERS (98.4 FT) TO A ROAD BETWEEN 2 HANGARS ON THE
 CC0864'RIGHT, TURN WEST, GO 0.09 KM (0.05 MI) ACROSS THE APRON TO A TAXI,
 CC0864'TURN RIGHT, NORTH, AND GO 0.28 KM (0.15 MI) AND THE STATION ON THE
 CC0864'LEFT IN 5 X 6-FOOT CONCRETE PAD FOR A FLUSH MOUNT TAXI LIGHT.  THE
 CC0864'STATION IS IN TOP OF AND 0.5 M (1.6 FT) SOUTHEAST OF THE NORTHWEST
 CC0864'CORNER OF THE CONCRETE PAD, 66.9 M (219.5 FT) SOUTHEAST OF RUNWAY 22
 CC0864'CENTERLINE, 24.7 M (81.0 FT) WEST OF AND LEVEL WITH THE TAXI
 CC0864'CENTERLINE.  THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5762 ***********************************************************************
 AW5762  DESIGNATION -  WINNIE NORTH BASE
 AW5762  PID         -  AW5762
 AW5762  STATE/COUNTY-  TX/CHAMBERS
 AW5762  USGS QUAD   -  WINNIE NW (1994)
 AW5762
 AW5762                         *CURRENT SURVEY CONTROL
 AW5762  ___________________________________________________________________
 AW5762* NAD 83(1993)-  29 52 39.94883(N)    094 22 52.90796(W)     ADJUSTED  
 AW5762* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AW5762  ___________________________________________________________________
 AW5762  X           -    -422,844.891 (meters)                     COMP
 AW5762  Y           -  -5,518,826.954 (meters)                     COMP
 AW5762  Z           -   3,158,622.028 (meters)                     COMP
 AW5762  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW5762  ELLIP HEIGHT-         -19.62  (meters)          (06/17/02) GPS OBS
 AW5762  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW5762
 AW5762  HORZ ORDER  -  FIRST
 AW5762  ELLP ORDER  -  FIFTH     CLASS I
 AW5762
 AW5762.The horizontal coordinates were established by classical geodetic methods
 AW5762.and adjusted by the National Geodetic Survey in February 1996..
 AW5762
 AW5762.The orthometric height was scaled from a topographic map.
 AW5762
 AW5762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5762
 AW5762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5762
 AW5762.The ellipsoidal height was determined by GPS observations
 AW5762.and is referenced to NAD 83.
 AW5762
 AW5762.The geoid height was determined by GEOID03.
 AW5762
 AW5762;                    North         East     Units Scale Factor Converg.
 AW5762;SPC TXSC     - 4,235,388.375 1,046,023.189   MT  0.99990799   +2 15 45.8
 AW5762;SPC TXSC     -13,895,603.36  3,431,827.75   sFT  0.99990799   +2 15 45.8
 AW5762;SPC TX C     - 3,038,782.156 1,274,753.216   MT  1.00007234   +3 03 56.2
 AW5762;SPC TX C     - 9,969,737.79  4,182,252.84   sFT  1.00007234   +3 03 56.2
 AW5762;UTM  15      - 3,306,041.855   366,601.172   MT  0.99981956   -0 41 17.6
 AW5762
 AW5762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5762!SPC TXSC     -   1.00000308  x   0.99990799  =   0.99991107
 AW5762!SPC TX C     -   1.00000308  x   1.00007234  =   1.00007542
 AW5762!UTM  15      -   1.00000308  x   0.99981956  =   0.99982264
 AW5762
 AW5762|---------------------------------------------------------------------|
 AW5762| PID    Reference Object                     Distance      Geod. Az  |
 AW5762|                                                           dddmmss.s |
 AW5762| CV9533 WINNIE NORTH BASE RM 1               17.406 METERS 00442     |
 AW5762| AW5761 GILBERT                             APPROX. 8.3 KM 0141144.7 |
 AW5762| CV9532 WINNIE NORTH BASE AZ MK                            1975341.0 |
 AW5762| AW2534 STOWELL                             APPROX.10.6 KM 2070713.4 |
 AW5762| CV9534 WINNIE NORTH BASE RM 2              299.789 METERS 26719     |
 AW5762|---------------------------------------------------------------------|
 AW5762
 AW5762                          SUPERSEDED SURVEY CONTROL
 AW5762
 AW5762  NAD 83(1993)-  29 52 39.95093(N)    094 22 52.90955(W) AD(       ) 1
 AW5762  NAD 83(1986)-  29 52 39.96768(N)    094 22 52.88965(W) AD(       ) 1
 AW5762  NAD 27      -  29 52 39.18400(N)    094 22 52.20700(W) AD(       ) 1
 AW5762
 AW5762.Superseded values are not recommended for survey control.
 AW5762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5762.See file dsdata.txt to determine how the superseded data were derived.
 AW5762
 AW5762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6660106042(NAD 83)
 AW5762_MARKER: DS = TRIANGULATION STATION DISK
 AW5762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5762
 AW5762  HISTORY     - Date     Condition        Report By
 AW5762  HISTORY     - 1931     MONUMENTED       CGS
 AW5762  HISTORY     - 1942     GOOD             CGS
 AW5762  HISTORY     - 1951     GOOD             CGS
 AW5762  HISTORY     - 1963     GOOD             CGS
 AW5762  HISTORY     - 19961125 GOOD             USPSQD
 AW5762  HISTORY     - 20010331 GOOD             NGS
 AW5762
 AW5762                          STATION DESCRIPTION
 AW5762
 AW5762'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW5762'ABOUT 22 MILES SW OF BEAUMONT AND 4 MILES N OF THE VILLAGE OF
 AW5762'WINNIE, IN THE S FENCE LINE OF AN UNUSED ROAD, 295 YARDS (PACED)
 AW5762'E OF SECTION LINE FENCE CORNER, AND ON THE PROLONGATION OF THE
 AW5762'W RAIL OF THE SANTA FE RAILROAD TANGENT AT WINNIE.
 AW5762'
 AW5762'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW5762'DISKS SET IN CONCRETE.
 AW5762'
 AW5762'REFERENCE MARK NO. 1 IS IN N FENCE LINE OF UNUSED ROAD AND 57.19
 AW5762'FEET FROM STATION.
 AW5762'
 AW5762'REFERENCE MARK NO. 2 IS IN W FENCE LINE AT END OF ROAD, 310 YARDS
 AW5762'(PACED) FROM STATION.
 AW5762'
 AW5762'AZIMUTH FROM STATION OF GREEN VERTICAL BAR IN THIRD AND HIGHEST
 AW5762'WINDOW IN W END OF HOUSE AT CLUMP OF TREES, DISTANT 1-1/2 MILES.
 AW5762'
 AW5762'REACHED FROM BEAUMONT BY STATE HIGHWAY 125 ABOUT 28 MILES TO
 AW5762'WINNIE.  AT FIRST CURVE IN ROAD W OF RAILROAD CROSSING AT WINNIE
 AW5762'TURN N ON DIM DIRT ROAD AND FOLLOW IT 3-3/4 MILES TO ITS END.
 AW5762'IT IS PRACTICALLY UNUSED FOR THE LAST 1-1/2 MILES, AND IMPASSABLE
 AW5762'FOR TRUCKS IN WET WEATHER.  TURN E ON UNUSED SECTION LINE AND
 AW5762'ROAD AND GO ABOUT 300 YARDS TO STATION.
 AW5762
 AW5762                          STATION RECOVERY (1942)
 AW5762
 AW5762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JWW)
 AW5762'STATION IS IN GOOD CONDITION.
 AW5762
 AW5762                          STATION RECOVERY (1951)
 AW5762
 AW5762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW5762'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 AW5762'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 AW5762'AZIMUTH MARK WAS ESTABLISHED.
 AW5762'
 AW5762'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW5762'
 AW5762'THE STATION IS LOCATED ABOUT 4.0 MILES NORTH OF WINNIE NEAR THE
 AW5762'NORTH EDGE OF A CULTIVATED FIELD, 58 FEET SOUTH OF AN EAST-WEST
 AW5762'FENCE LINE.  IT IS STAMPED WINNIE NORTH BASE 1931 AND PROJECTS
 AW5762'12 INCHES.
 AW5762'
 AW5762'REFERENCE MARK NO. 1 IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 AW5762'1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED WINNIE
 AW5762'NORTH BASE NO 1 1931 AND PROJECTS 2 INCHES.
 AW5762'
 AW5762'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 85 FEET SOUTH
 AW5762'OF AN EAST-WEST FENCE LINE, 21 FEET WEST OF THE CENTER OF ROAD
 AW5762'AND 20 FEET EAST OF A NORTH-SOUTH FENCE LINE.  21 FEET WEST OF
 AW5762'THE CENTER OF ROAD AND 20 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 AW5762'IT IS STAMPED WINNIE NORTH BASE NO 2 1931 AND PROJECTS 20 INCHES.
 AW5762'
 AW5762'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 50 FEET NORTHWEST
 AW5762'OF THE CENTER OF A CURVE IN ROAD, 5 FEET WEST OF THE WEST END
 AW5762'OF A CATTLE GUARD, 2 FEET EAST OF A WITNESS POST AND 1 FOOT
 AW5762'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED WINNIE NORTH
 AW5762'BASE 1931 RESET 1951 AND PROJECTS 4 INCHES.
 AW5762'
 AW5762'TO REACH THE STATION FROM THE POST OFFICE IN WINNIE, GO WEST FOR
 AW5762'0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 3.3 MILES
 AW5762'TO A POINT WHERE MAIN ROAD CURVES RIGHT AND AZIMUTH MARK JUST
 AW5762'NORTHWEST AS DESCRIBED.  CONTINUE NORTH ON DIRT ROAD FOR 0.6 MILE
 AW5762'TO AN EAST-WEST FENCE LINE AND END OF ROAD, TURN RIGHT AND GO
 AW5762'EAST ALONG SOUTH SIDE OF FENCE FOR 0.15 MILE TO STATION AS
 AW5762'DESCRIBED.
 AW5762
 AW5762                          STATION RECOVERY (1963)
 AW5762
 AW5762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 AW5762'THE STATION WAS RECOVERED AND FOUND TO BE SOLIDLY IN PLACE BUT
 AW5762'HAS A SLIGHT TILE TO THE NE AND SHOWS SIGN OF A HARD BUMP BY
 AW5762'FARM MACHINERY.  IT IS APPROXIMATELY 400 FEET WNW OF 4 OIL TANKS,
 AW5762'IN A SWAMP BETWEEN A SHELL ROAD AND A RICE FIELD, 25 FEET SOUTH
 AW5762'OF THE APPROXIMATE CENTERLINE OF A SHELL ROAD, 237 FEET W OF THE
 AW5762'APPROXIMATE CENTERLINE OF THE SAME SHELL ROAD AFTER IT HAS MADE
 AW5762'A SHARP CURVE TO THE SOUTH, AND 185 FEET W OF THE S END OF A
 AW5762'SMALL METAL CULVERT.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 AW5762'DISK IS STAMPED WINNIE NORTH BASE 1931.
 AW5762'
 AW5762'REFERENCE MARK 1 IS IN A FENCE LINE, 31 FEET N OF THE APPROXIMATE
 AW5762'CENTERLINE OF THE SHELL ROAD.  THE MARK PROJECTS ABOUT 2 INCHES.
 AW5762'
 AW5762'REFERENCE MARK 2 IS 0.15 MILE WEST OF THE STATION, 24 FEET W OF THE
 AW5762'APPROXIMATE CENTERLINE OF THE SHELL ROAD, 26 FEET E OF A WIRE
 AW5762'FENCE AND 56 FEET S OF APPROXIMATE CENTERLINE OF A FIELD DRIVE.
 AW5762'THE MARK PROJECTS ABOUT 14 INCHES.
 AW5762'
 AW5762'THE AZIMUTH MARK HAS BEEN DESTROYED.
 AW5762'
 AW5762'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 1406 AND
 AW5762'STATE HIGHWAY 124 IN THE W EDGE OF THE VILLAGE OF WINNIE, GO
 AW5762'NORTHERLY, PASSING THROUGH TWO UNDERPASSES, FOR 3.3 MILES TO A
 AW5762'CANAL CROSSING WHERE THE MAIN ROAD CURVES RIGHT.  KEEP LEFT,
 AW5762'STRAIGHT AHEAD ON A SHELL ROAD, FOR 0.55 MILE TO A T-ROAD
 AW5762'JUNCTION AND REFERENCE MARK 2 ON THE LEFT.  BEAR RIGHT AND
 AW5762'FOLLOW THE MAIN ROAD EASTERLY FOR 0.15 MILE TO THE STATION ON
 AW5762'THE RIGHT AND REFERENCE MARK NO. 2 ON THE LEFT.
 AW5762
 AW5762                          STATION RECOVERY (1996)
 AW5762
 AW5762'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5762'RECOVERED IN GOOD CONDITION.
 AW5762
 AW5762                          STATION RECOVERY (2001)
 AW5762
 AW5762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5762'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5747 ***********************************************************************
 AW5747  CBN         -  This is a Cooperative Base Network Control Station.
 AW5747  DESIGNATION -  WINNIE SOUTH BASE
 AW5747  PID         -  AW5747
 AW5747  STATE/COUNTY-  TX/CHAMBERS
 AW5747  USGS QUAD   -  WHITES RANCH (1993)
 AW5747
 AW5747                         *CURRENT SURVEY CONTROL
 AW5747  ___________________________________________________________________
 AW5747* NAD 83(1993)-  29 43 22.05908(N)    094 22 30.13992(W)     ADJUSTED  
 AW5747* NAVD 88     -         3.8    (meters)      12.     (feet)  GPS OBS   
 AW5747  ___________________________________________________________________
 AW5747  X           -    -422,886.713 (meters)                     COMP
 AW5747  Y           -  -5,527,382.648 (meters)                     COMP
 AW5747  Z           -   3,143,713.606 (meters)                     COMP
 AW5747  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AW5747  ELLIP HEIGHT-         -23.36  (meters)          (10/24/00) GPS OBS
 AW5747  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW5747
 AW5747  HORZ ORDER  -  B
 AW5747  ELLP ORDER  -  FOURTH    CLASS II
 AW5747
 AW5747.The horizontal coordinates were established by GPS observations
 AW5747.and adjusted by the National Geodetic Survey in May 1994..
 AW5747
 AW5747.The orthometric height was determined by GPS observations and a
 AW5747.high-resolution geoid model.
 AW5747
 AW5747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5747
 AW5747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5747
 AW5747.The ellipsoidal height was determined by GPS observations
 AW5747.and is referenced to NAD 83.
 AW5747
 AW5747.The geoid height was determined by GEOID03.
 AW5747
 AW5747;                    North         East     Units Scale Factor Converg.
 AW5747;SPC TXSC     - 4,218,249.507 1,047,312.710   MT  0.99988608   +2 15 57.0
 AW5747;SPC TXSC     -13,839,373.59  3,436,058.45   sFT  0.99988608   +2 15 57.0
 AW5747;SPC TX C     - 3,021,659.560 1,276,283.105   MT  1.00012842   +3 04 07.9
 AW5747;SPC TX C     - 9,913,561.41  4,187,272.15   sFT  1.00012842   +3 04 07.9
 AW5747;UTM  15      - 3,288,860.672   367,007.115   MT  0.99981823   -0 40 54.7
 AW5747
 AW5747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5747!SPC TXSC     -   1.00000367  x   0.99988608  =   0.99988975
 AW5747!SPC TX C     -   1.00000367  x   1.00012842  =   1.00013209
 AW5747!UTM  15      -   1.00000367  x   0.99981823  =   0.99982190
 AW5747
 AW5747|---------------------------------------------------------------------|
 AW5747| PID    Reference Object                     Distance      Geod. Az  |
 AW5747|                                                           dddmmss.s |
 AW5747| CV9535 WINNIE SOUTH BASE RM 1              381.001 METERS 17426     |
 AW5747| CV9536 WINNIE SOUTH BASE RM 2               25.006 METERS 25806     |
 AW5747| AW5762 WINNIE NORTH BASE                   APPROX.17.2 KM 3575747.0 |
 AW5747|---------------------------------------------------------------------|
 AW5747
 AW5747                          SUPERSEDED SURVEY CONTROL
 AW5747
 AW5747  ELLIP H (05/09/94)  -23.27   (m)                       GP(       ) 4 2
 AW5747  NAD 83(1993)-  29 43 22.05827(N)    094 22 30.13982(W) AD(       ) 1
 AW5747  ELLIP H (01/21/93)  -23.25   (m)                       GP(       ) 4 2
 AW5747  NAD 83(1986)-  29 43 22.07836(N)    094 22 30.12144(W) AD(       ) 1
 AW5747  NAD 27      -  29 43 21.27700(N)    094 22 29.43800(W) AD(       ) 1
 AW5747  NGVD 29 (12/24/91)    3.99   (m)           13.1    (f) LEVELING    3  
 AW5747
 AW5747.Superseded values are not recommended for survey control.
 AW5747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5747.See file dsdata.txt to determine how the superseded data were derived.
 AW5747
 AW5747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6700788861(NAD 83)
 AW5747_MARKER: DS = TRIANGULATION STATION DISK
 AW5747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5747_SP_SET: SQUARE CONCRETE MONUMENT
 AW5747_STAMPING: WINNIE SOUTH BASE 1931
 AW5747_MARK LOGO: CGS   
 AW5747_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5747+STABILITY: SURFACE MOTION
 AW5747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5747+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 AW5747
 AW5747  HISTORY     - Date     Condition        Report By
 AW5747  HISTORY     - 1931     MONUMENTED       CGS
 AW5747  HISTORY     - 1931     GOOD             CGS
 AW5747  HISTORY     - 1955     GOOD             LOCENG
 AW5747  HISTORY     - 1960     GOOD             CGS
 AW5747  HISTORY     - 1963     GOOD             CGS
 AW5747  HISTORY     - 19900219 GOOD
 AW5747  HISTORY     - 19930319 GOOD             NGS
 AW5747  HISTORY     - 19961125 GOOD             USPSQD
 AW5747  HISTORY     - 19980202 GOOD             USPSQD
 AW5747  HISTORY     - 20010331 GOOD             NGS
 AW5747  HISTORY     - 20031022 GOOD             USPSQD
 AW5747  HISTORY     - 20050310 GOOD             USPSQD
 AW5747  HISTORY     - 20060825 GOOD             INDIV
 AW5747
 AW5747                          STATION DESCRIPTION
 AW5747
 AW5747'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW5747'ABOUT 7 MILES S OF WINNIE, 5 MILES S OF STOWELL, AND 1,125
 AW5747'FEET N OF THE SEABREEZE RAILWAY STATION, ON THE RIGHT-OF-WAY OF THE
 AW5747'GULF, COLORADO AND SANTE FE RAILWAY, W OF THE TRACKS AND E OF
 AW5747'THE ROAD BETWEEN STOWELL AND HIGH ISLAND, 55 FEET E OF CENTER LINE
 AW5747'OF ROAD, 21.6 FEET E OF RIGHT-OF-WAY FENCE, 25.81 FEET W OF
 AW5747'CENTER OF W RAIL OF TRACKS AT A POINT 22.0 FEET N OF N END OF
 AW5747'SWITCH POINTS.
 AW5747'
 AW5747'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW5747'DISKS SET IN CONCRETE.
 AW5747'
 AW5747'SURFACE MARK PROJECTS 4 INCHES ABOVE GROUND.
 AW5747'
 AW5747'REFERENCE MARK NO. 1 PROJECTS 8 INCHES ABOVE GROUND, IS ON
 AW5747'THE E SIDE OF THE RAILWAY RIGHT-OF-WAY, 90 FEET S OF THE
 AW5747'SEABREEZE RAILWAY STATION, NEAR A GATE LEADING TO A LARGE HOUSE
 AW5747'1/4 MILE TO SE, 180 FEET E OF CENTER LINE OF ROAD BETWEEN STOWELL
 AW5747'AND HIGH ISLAND, 45.8 FEET E OF E RAIL OF THE GULF, COLORADO AND
 AW5747'SANTA FE RAILWAY TRACK, 1 FOOT W OF WIRE FENCE, 4 FEET N OF GATE
 AW5747'POST, AND 1,250 FEET FROM STATION, S 05 DEG 34 MIN E.
 AW5747'
 AW5747'REFERENCE MARK NO. 2 PROJECTS 8 INCHES ABOVE GROUND, IS 27 FEET
 AW5747'W OF CENTER LINE OF THE STOWELL-HIGH ISLAND ROAD, ABOUT 1,225
 AW5747'FEET N OF SEABREEZE RAILWAY STATION, 106.6 FEET W OF W RAIL AND
 AW5747'W OF A SWITCH SIGNAL ON RAILWAY, AND 82.04 FEET FROM STATION,
 AW5747'
 AW5747'STATION REACHED FROM THE VILLAGE OF STOWELL WHICH IS ON HIGHWAY
 AW5747'125, BY COUNTY ROAD S TOWARDS HIGH ISLAND, 4.6 MILES TO STATION.
 AW5747
 AW5747                          STATION RECOVERY (1931)
 AW5747
 AW5747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AW5747'RECOVERED IN GOOD CONDITION.
 AW5747
 AW5747                          STATION RECOVERY (1955)
 AW5747
 AW5747'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (CEM)
 AW5747'RECOVERED BY LORAC SERVICE CORP
 AW5747'
 AW5747'STATION RECOVERED ON GOOD CONDITION.  REFERENCE MARKS SEARCHED
 AW5747'FOR BUT NOT RECOVERED.  RAILWAY STATION AT SEABREEZE HAS BEEN
 AW5747'DESTROYED.  THERE IS NOW A RICE MILL ON THE W SIDE OF THE
 AW5747'RAILROAD OPPOSITE WHERE THE RAILROAD STATION USED TO BE.
 AW5747'
 AW5747'STATION CAN BE LOCATED BY CHAINING 22.0 FT. N OF THE N END OF
 AW5747'THE N SWITCH POINT OF A SIDING THAT SERVED THE RICE MILL AT
 AW5747'SEABREEZE.  THEN CHAINING 25.81 FT. W TO THE STATION.  STATION
 AW5747'IS BETWEEN THE RAILROAD AND THE HIGHWAY, AND APPROXIMATELY
 AW5747'150 FT. S OF A LARGE IRRIGATION CANAL WHICH RUNS E AND W AND
 AW5747'CROSSES UNDER BOTH THE HIGHWAY AND THE RAILROAD.
 AW5747
 AW5747                          STATION RECOVERY (1960)
 AW5747
 AW5747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5747'STATION AND R M 1 RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 AW5747'DIRECTION OF R M 2 WOULD PLACE THE MARK UNDER THE PRESENT ROAD
 AW5747'BED.  REVISED DESCRIPTION FOLLOWS.  STATION IS LOCATED 11.5
 AW5747'MILES NORTH OF HIGH ISLAND ALONG THE EAST SIDE OF STATE HIGHWAY
 AW5747'124 AT SEABREEZE, 1250.0 FEET NORTH OF THE RICE MILL, 91.0
 AW5747'FEET EAST OF THE CENTERLINE OF HIGHWAY 124, 29.3 FEET NORTHWEST
 AW5747'OF A RAILROAD SWITCH SIGNAL, 25.5 FEET WEST OF THE WEST RAIL
 AW5747'AND 5.0 FEET WEST OF A DITCH.  A STANDARD DISK STAMPED WINNIE
 AW5747'SOUTH BASE 1931 IN TOP OF A CONCRETE MONUMENT PROJECTING 1
 AW5747'INCH ABOVE GROUND.
 AW5747'
 AW5747'R M 1 IS SOUTH OF THE STATION ON THE EAST SIDE OF THE RAILROAD
 AW5747'AND NORTH SIDE OF A ROAD LEADING TO A FARM HOUSE, 45.8 FEET
 AW5747'EAST OF THE EAST RAIL, 10.0 FEET NORTH OF THE CENTERLINE OF THE
 AW5747'FARM ROAD AND 1.5 FEET WEST OF THE NORTH GATE POST.  A STANDARD
 AW5747'DISK STAMPED WINNIE SOUTH BASE NO. 1 1931 IN TOP OF A CONCRETE
 AW5747'MONUMENT AND 2 INCHES UNDERGROUND.
 AW5747
 AW5747                          STATION RECOVERY (1963)
 AW5747
 AW5747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 AW5747'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND TO
 AW5747'BE IN GOOD CONDITION.
 AW5747'
 AW5747'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.
 AW5747'IT IS BELIEVED THAT THEY HAVE BEEN DESTROYED BY ROAD WIDENING
 AW5747'OPERATIONS.
 AW5747
 AW5747                          STATION RECOVERY (1990)
 AW5747
 AW5747'RECOVERED 1990
 AW5747'RECOVERED IN GOOD CONDITION.
 AW5747
 AW5747                          STATION RECOVERY (1993)
 AW5747
 AW5747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW5747'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) SOUTHWEST OF BEAUMONT,
 AW5747'12 KM (7.45 MI) SOUTH OF INTERSTATE HIGHWAY 10, 8 KM (4.95 MI) SOUTH
 AW5747'OF STOWELL, IN TALL GRASS AND SHRUBS ON A STRIP OF LAND BETWEEN
 AW5747'HIGHWAY 124 AND AN ABANDONDED RAILROAD (THE TRACKS HAVE BEEN REMOVED)
 AW5747'.  OWNERSHIP--UNKNOWN.
 AW5747'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 (EASTBOUND) AND
 AW5747'STATE HIGHWAY 124 (EXIT 828) IN WINNIE, TX, GO SOUTH ON HIGHWAY 124
 AW5747'FOR 3.7 KM (2.30 MI) TO THE INTERSECTION WITH STATE HIGHWAY 65.
 AW5747'CONTINUE SOUTH ON HIGHWAY 124 FOR 2.9 KM (1.80 MI) TO PAVED CROSS
 AW5747'STREET FIG RIDGE.  CONTINUE SOUTH ON HIGHWAY 124 FOR 3.9 KM
 AW5747'(2.40 MI) TO FAIRVIEW ROAD ON THE RIGHT.  CONTINUE AHEAD, SOUTH, ON
 AW5747'HIGHWAY 124 FOR 1.3 KM (0.80 MI) TO A GRAVEL DRIVE ON THE LEFT AND
 AW5747'THE STATION ON THE LEFT, ABOUT 0.9 KM (0.55 MI) BEFORE REACHING FARM
 AW5747'ROAD 1941 WEST.
 AW5747'THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 AW5747'PROJECTING 3 CM.  IT IS 26.8 M (87.9 FT) EAST FROM THE CENTER OF
 AW5747'HIGHWAY 124, 27.4 M (89.9 FT) SOUTH FROM THE CENTER OF THE GRAVEL
 AW5747'DRIVE, ABOUT 41 M (134.5 FT) SOUTH FROM THE SOUTH EDGE OF A LARGE
 AW5747'IRRIGATION DITCH, 23.8 M (78.1 FT) SOUTHEAST FROM THE TOP OF A
 AW5747'CONCRETE CULVERT NEXT TO A TELEPHONE CABLE POST, 0.9 M (3.0 FT) SOUTH
 AW5747'FROM A FIBERGLASS WITNESS POST AND 0.7 M (2.3 FT) EAST FROM A
 AW5747'FIBERGLASS WITNESS POST.
 AW5747
 AW5747                          STATION RECOVERY (1996)
 AW5747
 AW5747'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5747'RECOVERED IN GOOD CONDITION.
 AW5747
 AW5747                          STATION RECOVERY (1998)
 AW5747
 AW5747'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5747'RECOVERED IN GOOD CONDITION.
 AW5747
 AW5747                          STATION RECOVERY (2001)
 AW5747
 AW5747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5747'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5747
 AW5747                          STATION RECOVERY (2003)
 AW5747
 AW5747'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW5747'AW5747 RM NO.1 NOT FOUND
 AW5747'AW5747 RM NO.2 NOT FOUND
 AW5747
 AW5747                          STATION RECOVERY (2005)
 AW5747
 AW5747'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5747'RECOVERED IN GOOD CONDITION.
 AW5747
 AW5747                          STATION RECOVERY (2006)
 AW5747
 AW5747'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AW5747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1253 ***********************************************************************
 CR1253  DESIGNATION -  WINNSBORO
 CR1253  PID         -  CR1253
 CR1253  STATE/COUNTY-  TX/FRANKLIN
 CR1253  USGS QUAD   -  WINNSBORO (1980)
 CR1253
 CR1253                         *CURRENT SURVEY CONTROL
 CR1253  ___________________________________________________________________
 CR1253* NAD 83(1993)-  32 57 49.48328(N)    095 17 18.78608(W)     ADJUSTED  
 CR1253* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 CR1253  ___________________________________________________________________
 CR1253  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CR1253  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR1253
 CR1253  HORZ ORDER  -  SECOND
 CR1253
 CR1253.The horizontal coordinates were established by classical geodetic methods
 CR1253.and adjusted by the National Geodetic Survey in February 1996..
 CR1253
 CR1253.The orthometric height was scaled from a topographic map.
 CR1253
 CR1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1253
 CR1253.The geoid height was determined by GEOID03.
 CR1253
 CR1253;                    North         East     Units Scale Factor Converg.
 CR1253;SPC TXNC     - 2,148,420.826   900,158.205   MT  0.99987379   +1 45 05.4
 CR1253;SPC TXNC     - 7,048,610.66  2,953,269.04   sFT  0.99987379   +1 45 05.4
 CR1253;UTM  15      - 3,649,592.854   286,102.263   MT  1.00016416   -1 14 44.5
 CR1253
 CR1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1253!SPC TXNC     -   0.99997684  x   0.99987379  =   0.99985064
 CR1253!UTM  15      -   0.99997684  x   1.00016416  =   1.00014100
 CR1253
 CR1253|---------------------------------------------------------------------|
 CR1253| PID    Reference Object                     Distance      Geod. Az  |
 CR1253|                                                           dddmmss.s |
 CR1253| CY3148 WINNSBORO RM 1                       11.975 METERS 04153     |
 CR1253| CY3147 WINNSBORO AZ MK                                    3110013.4 |
 CR1253| CY3149 WINNSBORO RM 2                       13.778 METERS 34838     |
 CR1253|---------------------------------------------------------------------|
 CR1253
 CR1253                          SUPERSEDED SURVEY CONTROL
 CR1253
 CR1253  NAD 83(1993)-  32 57 49.48704(N)    095 17 18.77873(W) AD(       ) 2
 CR1253  NAD 83(1986)-  32 57 49.48711(N)    095 17 18.77232(W) AD(       ) 2
 CR1253  NAD 27      -  32 57 49.05570(N)    095 17 17.96180(W) AD(       ) 2
 CR1253
 CR1253.Superseded values are not recommended for survey control.
 CR1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1253.See file dsdata.txt to determine how the superseded data were derived.
 CR1253
 CR1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS8610249593(NAD 83)
 CR1253_MARKER: DS = TRIANGULATION STATION DISK
 CR1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1253
 CR1253  HISTORY     - Date     Condition        Report By
 CR1253  HISTORY     - 1957     MONUMENTED       CGS
 CR1253
 CR1253                          STATION DESCRIPTION
 CR1253
 CR1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1253'THE STATION IS LOCATED NEAR THE NORTH EDGE OF WINNSBORO NEAR
 CR1253'THE MUNICIPAL WATER TANK.  IT IS 30 FEET WEST OF THE CENTER OF
 CR1253'AN ALLEY-WAY, 27 FEET SOUTHEAST OF THE CENTER OF THE MUNICIPAL
 CR1253'WATER TANK AND 20.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 CR1253'LOW METAL SHED.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 CR1253'WINNSBORO 1957.
 CR1253'
 CR1253'REFERENCE MARK NO. 1 IS 6 FEET EAST OF THE CENTER OF AN ALLEY-WAY
 CR1253'AND 1 FOOT WEST OF A FENCE CORNER.  IT PROJECTS ABOUT 1 INCH AND
 CR1253'IS STAMPED WINNSBORO NO 1 1957.
 CR1253'
 CR1253'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE TOP OF THE
 CR1253'NORTHWEST CONCRETE FOOTING OF THE NORTHWEST LEG OF THE MUNICIPAL
 CR1253'WATER TANK.  IT PROJECTS 2 FEET AND IS STAMPED WINNSBORO NO 2
 CR1253'1957.
 CR1253'
 CR1253'THE AZIMUTH MARK IS 42 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CR1253'OF A HOUSE, 19.6 FEET NORTH OF THE CENTER OF A PAVED ROAD,
 CR1253'14 FEET EAST OF THE CENTER OF A DRIVEWAY AND 2 FEET EAST OF A 4
 CR1253'INCH CLOTHES LINE POST.  IT IS SET FLUSH WITH THE GROUND AND IS
 CR1253'STAMPED WINNSBORO 1957.
 CR1253'
 CR1253'TO REACH THE STATION FROM THE POST OFFICE IN WINNSBORO GO
 CR1253'NORTH ON TEXAS HIGHWAY 37 FOR 0.3 MILE TO A SIDE ROAD LEFT
 CR1253'(CAMPBELL STREET).  TURN LEFT ON CAMPBELL STREET AND GO 0.05 MILE
 CR1253'TO AN ALLEY-WAY ON THE RIGHT.  TURN RIGHT INTO THE ALLEY-WAY
 CR1253'AND GO 50 YARDS AND THE STATION ON THE LEFT AS DESCRIBED.
 CR1253'
 CR1253'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN WINNSBORO GO
 CR1253'NORTH ON TEXAS HIGHWAY 37 FOR 0.15 MILE TO A SIDE ROAD LEFT
 CR1253'(WEST PINE STREET).  TURN LEFT ON WEST PINE STREET AND GO 0.6
 CR1253'MILE TO A SIDE ROAD RIGHT (NORTH MITCHELL STREET).  TURN RIGHT
 CR1253'ON NORTH MITCHELL STREET AND GO 0.25 MILE TO A SIDE ROAD RIGHT.
 CR1253'TURN RIGHT, EAST, AND GO ABOUT 50 YARDS AND THE AZIMUTH MARK ON
 CR1253'THE LEFT AS DESCRIBED.
 CR1253'
 CR1253'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1252 ***********************************************************************
 CR1252  DESIGNATION -  WINNSBORO MUNICIPAL TANK
 CR1252  PID         -  CR1252
 CR1252  STATE/COUNTY-  TX/FRANKLIN
 CR1252  USGS QUAD   -  WINNSBORO (1980)
 CR1252
 CR1252                         *CURRENT SURVEY CONTROL
 CR1252  ___________________________________________________________________
 CR1252* NAD 83(1993)-  32 57 49.76018(N)    095 17 18.80507(W)     ADJUSTED  
 CR1252* NAVD 88     -                                                        
 CR1252  ___________________________________________________________________
 CR1252  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CR1252  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR1252
 CR1252  HORZ ORDER  -  THIRD
 CR1252
 CR1252.The horizontal coordinates were established by classical geodetic methods
 CR1252.and adjusted by the National Geodetic Survey in February 1996..
 CR1252
 CR1252
 CR1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1252
 CR1252.The geoid height was determined by GEOID03.
 CR1252
 CR1252;                    North         East     Units Scale Factor Converg.
 CR1252;SPC TXNC     - 2,148,429.337   900,157.451   MT  0.99987379   +1 45 05.4
 CR1252;SPC TXNC     - 7,048,638.58  2,953,266.57   sFT  0.99987379   +1 45 05.4
 CR1252;UTM  15      - 3,649,601.394   286,101.955   MT  1.00016416   -1 14 44.5
 CR1252
 CR1252                          SUPERSEDED SURVEY CONTROL
 CR1252
 CR1252  NAD 83(1993)-  32 57 49.76286(N)    095 17 18.79856(W) AD(       ) 4
 CR1252  NAD 83(1986)-  32 57 49.76363(N)    095 17 18.79138(W) AD(       ) 4
 CR1252  NAD 27      -  32 57 49.32900(N)    095 17 17.99100(W) AD(       ) 3
 CR1252
 CR1252.Superseded values are not recommended for survey control.
 CR1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1252.See file dsdata.txt to determine how the superseded data were derived.
 CR1252
 CR1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS8610249601(NAD 83)
 CR1252_MARKER: 53 = ELEVATED TANK
 CR1252
 CR1252  HISTORY     - Date     Condition        Report By
 CR1252  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1252
 CR1252                          STATION DESCRIPTION
 CR1252
 CR1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1252'THE STATION IS LOCATED NEAR THE NORTH EDGE OF WINNSBORO,
 CR1252'50 YARDS NORTH OF CAMPBELL STREET AND 50 FEET WEST OF AN
 CR1252'ALLEYWAY.  THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL
 CR1252'AT THE APEX AND IS SILVER IN COLOR.  IT IS SUPPORTED BY A
 CR1252'4 LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 100 FEET.
 CR1252'
 CR1252'THE BALL AT THE APEX OF THE ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1239 ***********************************************************************
 CR1239  DESIGNATION -  WINONA
 CR1239  PID         -  CR1239
 CR1239  STATE/COUNTY-  TX/SMITH
 CR1239  USGS QUAD   -  BIG SANDY (1981)
 CR1239
 CR1239                         *CURRENT SURVEY CONTROL
 CR1239  ___________________________________________________________________
 CR1239* NAD 83(1993)-  32 30 58.07153(N)    095 07 26.90985(W)     ADJUSTED  
 CR1239* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 CR1239  ___________________________________________________________________
 CR1239  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CR1239  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR1239
 CR1239  HORZ ORDER  -  FIRST
 CR1239
 CR1239.The horizontal coordinates were established by classical geodetic methods
 CR1239.and adjusted by the National Geodetic Survey in February 1996..
 CR1239
 CR1239.The orthometric height was scaled from a topographic map.
 CR1239
 CR1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1239
 CR1239.The geoid height was determined by GEOID03.
 CR1239
 CR1239;                    North         East     Units Scale Factor Converg.
 CR1239;SPC TXNC     - 2,099,293.326   917,114.361   MT  0.99991600   +1 50 28.2
 CR1239;SPC TXNC     - 6,887,431.52  3,008,899.37   sFT  0.99991600   +1 50 28.2
 CR1239;UTM  15      - 3,599,635.894   300,476.084   MT  1.00009093   -1 08 31.9
 CR1239
 CR1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1239!SPC TXNC     -   0.99998030  x   0.99991600  =   0.99989630
 CR1239!UTM  15      -   0.99998030  x   1.00009093  =   1.00007122
 CR1239
 CR1239:                Primary Azimuth Mark                     Grid Az
 CR1239:SPC TXNC     -  BIG SANDY MUNICIPAL TANK                 007 33 10.8
 CR1239:UTM  15      -  BIG SANDY MUNICIPAL TANK                 010 32 10.9
 CR1239
 CR1239|---------------------------------------------------------------------|
 CR1239| PID    Reference Object                     Distance      Geod. Az  |
 CR1239|                                                           dddmmss.s |
 CR1239| CR1235 BIG SANDY MUNICIPAL TANK            APPROX. 8.0 KM 0092339.0 |
 CR1239| CR1238 BIG SANDY DIV LONGVIEW MUN TK       APPROX. 7.6 KM 0341543.9 |
 CR1239| CY3150 WINONA AZ MK                                       0463529.6 |
 CR1239| CY3151 WINONA RM 1                          28.244 METERS 14229     |
 CR1239| CR1265 FANNIN STATE TB SANATORIUM TK       APPROX.12.1 KM 2252259.6 |
 CR1239| CY3152 WINONA RM 2                          24.180 METERS 27410     |
 CR1239| CR1240 HAWKINS HALLIBURTON PLT MAST        APPROX.12.5 KM 3110749.6 |
 CR1239| CR1241 HAWKINS MUNICIPAL TANK              APPROX.11.0 KM 3175908.7 |
 CR1239| CR1243 JARVIS CHRISTIAN COLLEGE TANK       APPROX. 9.7 KM 3260006.7 |
 CR1239| CR1237 TT 36 WM USGS 1950                   42.180 METERS 33857     |
 CR1239|---------------------------------------------------------------------|
 CR1239
 CR1239                          SUPERSEDED SURVEY CONTROL
 CR1239
 CR1239  NAD 83(1986)-  32 30 58.07915(N)    095 07 26.89612(W) AD(       ) 1
 CR1239  NAD 27      -  32 30 57.55710(N)    095 07 26.09820(W) AD(       ) 1
 CR1239
 CR1239.Superseded values are not recommended for survey control.
 CR1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1239.See file dsdata.txt to determine how the superseded data were derived.
 CR1239
 CR1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR0047699636(NAD 83)
 CR1239_MARKER: DS = TRIANGULATION STATION DISK
 CR1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1239+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 CR1239
 CR1239  HISTORY     - Date     Condition        Report By
 CR1239  HISTORY     - 1950     MONUMENTED       CGS
 CR1239  HISTORY     - 1957     GOOD             CGS
 CR1239  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR1239  HISTORY     - 20040610 GOOD             USPSQD
 CR1239
 CR1239                          STATION DESCRIPTION
 CR1239
 CR1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1239'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF BIG SANDY, 3-1/2
 CR1239'MILES NORTHEAST OF THE VILLAGE OF WINONA AND 1-1/2 MILES
 CR1239'SOUTH OF THE SABINE RIVER.  IT IS ON THE HIGHEST GROUND IN THE
 CR1239'VICINITY AND ON A FARM ROAD RIGHT-OF-WAY.  IT IS 64 FEET SOUTH
 CR1239'OF THE APPROXIMATE CENTERLINE OF A RIGHT-ANGLE TURN IN THE ROAD,
 CR1239'62 FEET NORTH OF A LARGE TREE AND 5 FEET EAST OF A WHITE WITNESS
 CR1239'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS
 CR1239'STAMPED, WINONA 1950.
 CR1239'
 CR1239'REFERENCE MARK NO. 1 IS ON A EAST SLOPE, 51 FEET EAST OF THE
 CR1239'LARGE TREE MENTIONED ABOVE.  THE MARK PROJECTS ABOUT 6 INCHES
 CR1239'AND THE DISC IS STAMPED, WINONA NO 1 1950.
 CR1239'
 CR1239'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY OF THE ROAD, 23
 CR1239'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD.  THE
 CR1239'MARK PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED, WINONA NO 2
 CR1239'1950.
 CR1239'
 CR1239'TT 36 WM 1949 IS A STANDARD USGS BENCH MARK DISK SET IN THE
 CR1239'TOP OF A 6 BY 6 INCH CONCRETE POST THAT PROJECTS ABOUT 7
 CR1239'INCHES.  IT IS LOCATED ON THE RIGHT-OF-WAY OF THE FARM ROAD, 30
 CR1239'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 78 FEET
 CR1239'NORTH OF THE APPROXIMATE CENTERLINE OF THE RIGHT-ANGLE TURN
 CR1239'OF THE ROAD.  THE DISK IS STAMPED AS NOTED.  A TRAVERSE
 CR1239'CONNECTION WAS MADE TO THIS STATION.
 CR1239'
 CR1239'AZIMUTH MARK IS AT THE WEST EDGE OF THE DRIVEWAY TO A GRAVEYARD
 CR1239'AND ON THE RIGHT-OF-WAY OF THE DIRT ROAD, 30 FEET SOUTH OF THE
 CR1239'APPROXIMATE CENTERLINE OF THE ROAD AND 3 FEET SOUTH OF A WHITE
 CR1239'WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISC
 CR1239'IS STAMPED, WINONA 1950.
 CR1239'
 CR1239'THE STATION WAS REACHED FROM THE BRIDGE OVER THE SABINE RIVER
 CR1239'WHICH IS ABOUT 1 MILE SOUTH OF GLADEWATER, BY GOING SOUTHWESTERLY
 CR1239'ON U.S. ROUTE 271 FOR 4.5 MILE TO AN OILED ROAD ON THE RIGHT.
 CR1239'TURN RIGHT, ON FARM ROAD 16 (OILED) AND CONTINUE WESTERLY
 CR1239'FOR 3.1 MILES TO A SCHOOL HOUSE ON THE LEFT.  CONTINUE ON FARM
 CR1239'ROAD FOR 0.75 MILE TO A GRADED ROAD TO THE RIGHT OR NORTH.
 CR1239'TURN RIGHT AND GO 2.5 MILES TO A FORKS.  TAKE LEFT FORK AND
 CR1239'CONTINUE NORTH FOR 1.2 MILES TO A CROSSROADS.  THENCE TURN
 CR1239'RIGHT OR EAST AND GO 0.3 MILES, PASSING A CHURCH ON THE RIGHT,
 CR1239'TO THE TOP OF THE GRADE AND THE STATION SITE ON THE RIGHT.
 CR1239'
 CR1239'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND
 CR1239'EAST ON GRADED DIRT ROAD FOR 0.25 MILES TO THE STATION ON THE
 CR1239'RIGHT.
 CR1239'
 CR1239'A 113 FOOT SIGNAL AT GLADEWATER WAS VISIBLE AT 15 FEET.
 CR1239'
 CR1239'A 90 FOOT SIGNAL AT BERRYHILL WAS VISIBLE AT 37 FEET.
 CR1239'
 CR1239'A 77 FOOT SIGNAL AT DOUGLAS WAS VISIBLE AT 25 FEET.
 CR1239'
 CR1239'A 90 FOOT SIGNAL AT TYLER WAS VISIBLE AT 25 FEET.
 CR1239'
 CR1239'A 77 FOOT SIGNAL AT FANNIN WAS VISIBLE AT 25 FEET.
 CR1239'
 CR1239'A 77 FOOT SIGNAL AT SAND WAS VISIBLE AT 25 FEET.
 CR1239'
 CR1239'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1239
 CR1239                          STATION RECOVERY (1957)
 CR1239
 CR1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1239'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 CR1239'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 CR1239'
 CR1239'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF BIG SANDY, ABOUT
 CR1239'3 MILES NORTHEAST OF WINONA AND ABOUT 1.5 MILES SOUTH OF THE
 CR1239'SABINE RIVER ON THE HIGHEST GROUND IN THE VICINITY, 64 FEET
 CR1239'SOUTH OF THE CENTER OF A RIGHT-ANGLE TURN IN A GRAVELED
 CR1239'ROAD, 62 FEET NORTH OF A LARGE TREE AND 2 FEET SOUTH OF A
 CR1239'WITNESS POST.  THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE OF
 CR1239'THE GROUND AND IS STAMPED WINONA 1950.
 CR1239'
 CR1239'REFERENCE MARK NO. 1 IS 51 FEET EAST OF A LARGE TREE.  THE MARK
 CR1239'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1239'STAMPED WINONA NO 1 1950.
 CR1239'
 CR1239'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE CENTER OF A
 CR1239'GRAVELED ROAD.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE
 CR1239'OF THE GROUND AND IS STAMPED WINONA NO 2 1950.
 CR1239'
 CR1239'AZIMUTH MARK IS AT THE WEST EDGE OF A DRIVEWAY LEADING TO A
 CR1239'GRAVEYARD, 30 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND
 CR1239'2 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 CR1239'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED WINONA 1950.
 CR1239'
 CR1239'TO REACH THE STATION FROM THE SABINE RIVER BRIDGE WHICH IS ABOUT
 CR1239'1 MILE SOUTH OF GLADEWATER, GO SOUTHWESTERLY ON U.S. HIGHWAY
 CR1239'NO. 271 FOR 6.4 MILES TO FARM ROAD NO. 16, TURN RIGHT ON FARM
 CR1239'ROAD NO. 16 AND GO WESTERLY FOR 3.1 MILES TO A SCHOOL HOUSE
 CR1239'ON THE LEFT, CONTINUE AHEAD FOR 0.7 MILE TO THE VILLAGE OF
 CR1239'STARRVILLE, CONTINUE AHEAD FOR 0.1 MILE TO AN OILED ROAD ON
 CR1239'THE RIGHT, TURN RIGHT AND GO NORTHERLY FOR 2.5 MILES TO A FORK,
 CR1239'TAKE THE LEFT FORK AND GO NORTH FOR 0.8 MILE TO A CROSSROAD,
 CR1239'TURN RIGHT ON THE GRADED ROAD AND GO EAST PASSING A CHURCH
 CR1239'ON THE RIGHT FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 CR1239'DESCRIBED.
 CR1239'
 CR1239'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND EAST ON
 CR1239'THE GRADED ROAD FOR 0.3 MILE TO THE MARK ON RIGHT AS
 CR1239'DESCRIBED.
 CR1239'
 CR1239'OBSERVATION WERE MADE FROM A 77 FOOT TOWER.
 CR1239
 CR1239                          STATION RECOVERY (1996)
 CR1239
 CR1239'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1239'MARK NOT FOUND.
 CR1239
 CR1239                          STATION RECOVERY (2004)
 CR1239
 CR1239'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1383 ***********************************************************************
 CR1383  PACS        -  This is a Primary Airport Control Station.
 CR1383  DESIGNATION -  WINPORT
 CR1383  PID         -  CR1383
 CR1383  STATE/COUNTY-  TX/WOOD
 CR1383  USGS QUAD   -  WINNSBORO (1980)
 CR1383
 CR1383                         *CURRENT SURVEY CONTROL
 CR1383  ___________________________________________________________________
 CR1383* NAD 83(1993)-  32 56 34.43748(N)    095 16 39.40013(W)     ADJUSTED  
 CR1383* NAVD 88     -       155.88   (meters)     511.4    (feet)  GPS OBS   
 CR1383  ___________________________________________________________________
 CR1383  X           -    -492,839.576 (meters)                     COMP
 CR1383  Y           -  -5,335,315.619 (meters)                     COMP
 CR1383  Z           -   3,448,716.286 (meters)                     COMP
 CR1383  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 CR1383  ELLIP HEIGHT-         129.47  (meters)          (10/24/00) GPS OBS
 CR1383  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR1383
 CR1383  HORZ ORDER  -  B
 CR1383  ELLP ORDER  -  FOURTH    CLASS II
 CR1383
 CR1383.This mark is at Winnsboro Muni (F51) Airport (F51)
 CR1383
 CR1383.The horizontal coordinates were established by GPS observations
 CR1383.and adjusted by the National Geodetic Survey in February 1996..
 CR1383
 CR1383.The orthometric height was determined by GPS observations and a
 CR1383.high-resolution geoid model.
 CR1383
 CR1383.GPS derived orthometric heights for airport stations designated as
 CR1383.PACS or SACS are published to 2 decimal places.  This maintains
 CR1383.centimeter relative accuracy between the PACS and SACS.  It does
 CR1383.not indicate centimeter accuracy relative to other marks which are
 CR1383.part of the NAVD 88 network.
 CR1383
 CR1383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1383
 CR1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1383
 CR1383.The ellipsoidal height was determined by GPS observations
 CR1383.and is referenced to NAD 83.
 CR1383
 CR1383.The geoid height was determined by GEOID03.
 CR1383
 CR1383;                    North         East     Units Scale Factor Converg.
 CR1383;SPC TXNC     - 2,146,141.614   901,251.338   MT  0.99987441   +1 45 26.9
 CR1383;SPC TXNC     - 7,041,132.95  2,956,855.43   sFT  0.99987441   +1 45 26.9
 CR1383;UTM  15      - 3,647,258.937   287,075.021   MT  1.00015904   -1 14 20.5
 CR1383
 CR1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1383!SPC TXNC     -   0.99997967  x   0.99987441  =   0.99985409
 CR1383!UTM  15      -   0.99997967  x   1.00015904  =   1.00013871
 CR1383
 CR1383|---------------------------------------------------------------------|
 CR1383| PID    Reference Object                     Distance      Geod. Az  |
 CR1383|                                                           dddmmss.s |
 CR1383| CR0282 R 1025                              199.282 METERS 08357     |
 CR1383| CR1384 WINPORT AZ MK                       482.202 METERS 1980037.3 |
 CR1383|---------------------------------------------------------------------|
 CR1383
 CR1383                          SUPERSEDED SURVEY CONTROL
 CR1383
 CR1383  ELLIP H (02/20/96)  129.52   (m)                       GP(       ) 1 1
 CR1383  NAD 83(1993)-  32 56 34.44362(N)    095 16 39.39868(W) AD(       ) 3
 CR1383  ELLIP H (02/16/96)  129.55   (m)                       GP(       ) 5 1
 CR1383  NAD 83(1993)-  32 56 34.44677(N)    095 16 39.39519(W) AD(       ) 3
 CR1383  ELLIP H (01/21/93)  129.31   (m)                       GP(       ) 4 2
 CR1383  NAD 83(1986)-  32 56 34.44517(N)    095 16 39.38121(W) AD(       ) 3
 CR1383  NAD 27      -  32 56 33.96973(N)    095 16 38.55825(W) AD(       ) 3
 CR1383  NGVD 29 (12/08/88)  155.9    (m)          511.     (f) GPS OBS        
 CR1383
 CR1383.Superseded values are not recommended for survey control.
 CR1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1383.See file dsdata.txt to determine how the superseded data were derived.
 CR1383
 CR1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS8707547259(NAD 83)
 CR1383_MARKER: I = METAL ROD
 CR1383_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1383_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1383_STAMPING: WINPORT 1987
 CR1383_MARK LOGO: NGS   
 CR1383_PROJECTION: FLUSH
 CR1383_MAGNETIC: I = MARKER IS A STEEL ROD
 CR1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1383+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 CR1383_ROD/PIPE-DEPTH: 10.0 meters
 CR1383_SLEEVE-DEPTH  : 0.90 meters
 CR1383
 CR1383  HISTORY     - Date     Condition        Report By
 CR1383  HISTORY     - 1987     MONUMENTED       NGS
 CR1383  HISTORY     - 19880121 GOOD
 CR1383  HISTORY     - 19941129 GOOD             NGS
 CR1383  HISTORY     - 19950826 GOOD             USPSQD
 CR1383
 CR1383                          STATION DESCRIPTION
 CR1383
 CR1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1383'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF WINNSBORO, AT
 CR1383'THE WINNSBORO MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF WINNSBORO C/O
 CR1383'JIM AUSTIN, 720 EAST BRODWAY, WINNSBORO, TX 75454.  TELEPHONE
 CR1383'NUMBER214-342-6754.
 CR1383'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND FARM
 CR1383'ROAD 515 IN WINNSBORO.  GO EAST ON FARM ROAD 515 FOR 1.4 KM (0.85 MI)
 CR1383'TO FARM ROAD 852 ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON FARM
 CR1383'ROAD 852 FOR 0.5 KM (0.30 MI) TO WOOD COUNTY ROAD 4068 ON THE RIGHT.
 CR1383'TURN RIGHT ON WOOD COUNTY ROAD 4068 FOR 0.2 KM (0.10 MI) TO A GATE ON
 CR1383'THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE, ON THE NORTH SIDE OF
 CR1383'A LARGE METAL HANGER.  CONTINUE NORTHEAST ACROSS THE APRON FOR 0.2 KM
 CR1383'(0.10 MI) TO THE STATION ON THE RIGHT, NEAR THE NORTH END OF
 CR1383'THERUNWAY.
 CR1383'THE STATION MARK IS SET 25.6 M (84.0 FT) WEST OF THE CENTERLINE OF
 CR1383'THE RUNWAY, 18.3 M (60.0 FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY,
 CR1383'AND6.4 M (21.0 FT) EAST OF THE EAST EDGE OF THE APRON.
 CR1383'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1383'DESCRIBED BY B.L.L.
 CR1383
 CR1383                          STATION RECOVERY (1988)
 CR1383
 CR1383'RECOVERED 1988
 CR1383'RECOVERED IN GOOD CONDITION.
 CR1383
 CR1383                          STATION RECOVERY (1994)
 CR1383
 CR1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1383'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF WINNSBORO, AT
 CR1383'THE WINNSBORO MUNICIPAL AIRPORT, IN THE MEDIAN OF THE RUNWAY AND THE
 CR1383'PARALLEL TAXI AT RUNWAY END 19.  OWNERSHIP--CITY OF WINNSBORO, 501
 CR1383'SOUTH MAIN, WINNSBORO, TX 75494-3227.  PHONE 903-342-3654.  CITY
 CR1383'ADMINISTRATOR IS JERRY POE.  TO REACH FROM THE JUNCTION OF STATE
 CR1383'HIGHWAY 37 AND FARM ROAD 515 IN WINNSBORO, GO EAST ON FARM ROAD 515
 CR1383'FOR 1.14 KM (0.70 MI) TO FARM ROAD 852 ON THE RIGHT.  TURN RIGHT,
 CR1383'SOUTHEAST, ON FARM ROAD 852 FOR 0.42 KM (0.25 MI) TO WOOD COUNTY ROAD
 CR1383'4068 ON THE RIGHT.  TURN RIGHT, SOUTH-SOUTHWEST ON WOOD COUNTY ROAD
 CR1383'4068 FOR 0.48 KM (0.30 MI) TO A GATE ON THE LEFT ON THE NORTH SIDE OF
 CR1383'A LARGE METAL HANGAR.  TURN LEFT, EAST-SOUTHEAST, PASSING THROUGH THE
 CR1383'GATE ON ENTRANCE ROAD AND CROSSING APRON FOR 0.1 KM (0.05 MI) TO THE
 CR1383'TAXI.  TURN LEFT, NORTH-NORTHEAST, ON TAXI FOR 0.15 KM (0.10 MI) TO
 CR1383'THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 CR1383'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 CR1383'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 CR1383'SET FLUSH WITH THE GROUND.  IT IS 27.7 M (90.9 FT) WEST-NORTHWEST OF
 CR1383'THE CENTER OF THE RUNWAY, 19.9 M (65.3 FT) SOUTH-SOUTHWEST OF THE
 CR1383'CENTER OF THE CONNECTOR TAXI, 7.4 M (24.3 FT) EAST-SOUTHEAST OF THE
 CR1383'SOUTHEAST EDGE OF THE TAXI AND APRON, AND 0.3 M (1.0 FT) WEST OF A
 CR1383'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG NOTE--ACTUAL ROD
 CR1383'DEPTH IS UNKNOWN.
 CR1383
 CR1383                          STATION RECOVERY (1995)
 CR1383
 CR1383'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1212 ***********************************************************************
 CA1212  PACS        -  This is a Primary Airport Control Station.
 CA1212  DESIGNATION -  WINPORT
 CA1212  PID         -  CA1212
 CA1212  STATE/COUNTY-  TX/RUNNELS
 CA1212  USGS QUAD   -  WINTERS (1987)
 CA1212
 CA1212                         *CURRENT SURVEY CONTROL
 CA1212  ___________________________________________________________________
 CA1212* NAD 83(1993)-  31 56 49.53314(N)    099 59 07.80233(W)     ADJUSTED  
 CA1212* NAVD 88     -       567.94   (meters)    1863.3    (feet)  GPS OBS   
 CA1212  ___________________________________________________________________
 CA1212  X           -    -939,410.509 (meters)                     COMP
 CA1212  Y           -  -5,335,556.972 (meters)                     COMP
 CA1212  Z           -   3,355,741.693 (meters)                     COMP
 CA1212  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CA1212  ELLIP HEIGHT-         542.30  (meters)          (10/24/00) GPS OBS
 CA1212  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CA1212
 CA1212  HORZ ORDER  -  B
 CA1212  ELLP ORDER  -  FOURTH    CLASS II
 CA1212
 CA1212.This mark is at Winters Muni (77F) Airport (77F)
 CA1212
 CA1212.The horizontal coordinates were established by GPS observations
 CA1212.and adjusted by the National Geodetic Survey in February 1996..
 CA1212
 CA1212.The orthometric height was determined by GPS observations and a
 CA1212.high-resolution geoid model.
 CA1212
 CA1212.GPS derived orthometric heights for airport stations designated as
 CA1212.PACS or SACS are published to 2 decimal places.  This maintains
 CA1212.centimeter relative accuracy between the PACS and SACS.  It does
 CA1212.not indicate centimeter accuracy relative to other marks which are
 CA1212.part of the NAVD 88 network.
 CA1212
 CA1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA1212
 CA1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1212
 CA1212.The ellipsoidal height was determined by GPS observations
 CA1212.and is referenced to NAD 83.
 CA1212
 CA1212.The geoid height was determined by GEOID03.
 CA1212
 CA1212;                    North         East     Units Scale Factor Converg.
 CA1212;SPC TX C     - 3,252,861.739   732,887.193   MT  1.00001775   +0 10 45.0
 CA1212;SPC TX C     -10,672,097.22  2,404,480.73   sFT  1.00001775   +0 10 45.0
 CA1212;UTM  14      - 3,534,995.202   406,858.747   MT  0.99970699   -0 31 17.4
 CA1212
 CA1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1212!SPC TX C     -   0.99991486  x   1.00001775  =   0.99993260
 CA1212!UTM  14      -   0.99991486  x   0.99970699  =   0.99962187
 CA1212
 CA1212:                Primary Azimuth Mark                     Grid Az
 CA1212:SPC TX C     -  WINPORT AZ MK                            003 19 36.9
 CA1212:UTM  14      -  WINPORT AZ MK                            004 01 39.3
 CA1212
 CA1212|---------------------------------------------------------------------|
 CA1212| PID    Reference Object                     Distance      Geod. Az  |
 CA1212|                                                           dddmmss.s |
 CA1212| CA1213 WINPORT AZ MK                       477.307 METERS 0033021.9 |
 CA1212| AB6585 77F A                               APPROX. 0.6 KM 1760525.3 |
 CA1212|---------------------------------------------------------------------|
 CA1212
 CA1212                          SUPERSEDED SURVEY CONTROL
 CA1212
 CA1212  ELLIP H (02/20/96)  542.35   (m)                       GP(       ) 1 1
 CA1212  NAD 83(1993)-  31 56 49.53225(N)    099 59 07.80168(W) AD(       ) 3
 CA1212  ELLIP H (02/16/96)  542.37   (m)                       GP(       ) 5 1
 CA1212  NAD 83(1986)-  31 56 49.53998(N)    099 59 07.78705(W) AD(       ) 3
 CA1212  NGVD 29 (10/23/89)  567.6    (m)         1862.     (f) GPS OBS        
 CA1212
 CA1212.Superseded values are not recommended for survey control.
 CA1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1212.See file dsdata.txt to determine how the superseded data were derived.
 CA1212
 CA1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0685934995(NAD 83)
 CA1212_MARKER: I = METAL ROD
 CA1212_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CA1212_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CA1212_STAMPING: WINPORT 1989
 CA1212_MARK LOGO: NGS   
 CA1212_PROJECTION: FLUSH
 CA1212_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA1212+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1995
 CA1212_ROD/PIPE-DEPTH: 3.53 meters
 CA1212_SLEEVE-DEPTH  : 0.76 meters
 CA1212
 CA1212  HISTORY     - Date     Condition        Report By
 CA1212  HISTORY     - 1989     MONUMENTED       NGS
 CA1212  HISTORY     - 19950302 GOOD             NGS
 CA1212  HISTORY     - 19981215 GOOD             TXDOT
 CA1212
 CA1212                          STATION DESCRIPTION
 CA1212
 CA1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CA1212'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF WINTERS, AT
 CA1212'THE WINTERS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF WINTERS, 310 SOUTH
 CA1212'MAIN, WINTERS, TEXAS 79567.  CONTACT CITY ADMINISTRATOR CHUCK
 CA1212'MACLLVAINE AT CITY HALL, TELEPHONE 915-754-4424.
 CA1212'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 CA1212'HIGHWAY 153, NEAR THE SOUTH EDGE OF WINTERS, GO WEST ON STATE HIGHWAY
 CA1212'153 FOR 2.1 KM (1.30 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO FOR
 CA1212'0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT
 CA1212'PASSING THROUGH A GATE AND GO FOR 0.05 KM (0.05 MI) TO THE TAXI AND
 CA1212'THE STATION, SET ON THE NORTH SIDE OF THE MID FIELD CONNECTOR.
 CA1212'IT IS 33.4 M (109.6 FT) EAST OF THE RUNWAY CENTERLINE, 26.0 M
 CA1212'(85.3 FT) WEST OF THE TAXI CENTER, AND 17.8 M (58.4 FT) NORTH OF THE
 CA1212'RAMP CENTER.
 CA1212'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA1212'DESCRIBED BY R.D.B.
 CA1212
 CA1212                          STATION RECOVERY (1995)
 CA1212
 CA1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CA1212'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTHWEST OF ABILENE,
 CA1212'15.0 MI (24.1 KM) NORTH OF BALLINGER, 1.5 MI (2.4 KM) SOUTHWEST OF
 CA1212'WINTERS AND AT THE WINTERS MUNICIPAL AIRPORT, NORTH OF THE MID FIELD
 CA1212'CONNNECTOR TAXIWAY.  OWNERSHIP--CITY OF WINTERS, 310 SOUTH MAIN,
 CA1212'WINTERS, TX 79567.  CONTACT CITY ADMINISTRATOR AREF HASSAN AT CITY
 CA1212'HALL, PHONE (915) 754-4424.  TO REACH THE STATION FROM THE JUCTION OF
 CA1212'US HIGHWAY 83 AND STATE HIGHWAY 153, NEAR THE SOUTH SIDE OF WINTERS,
 CA1212'GO WEST ON STATE HIGHWAY 153 FOR 1.3 MI (2.1 KM) TO A PAVED ROAD LEFT,
 CA1212'TURN LEFT AND GO SOUTH FOR 0.35 MI (0.56 KM) TO THE AIRPORT ENTRANCE
 CA1212'ON THE RIGHT, TURN RIGHT AND GO WEST PASSING THROUGH A GATE FOR 0.05
 CA1212'MI (0.08 KM) TO THE TAXIWAY AND THE STATION TO THE SOUTHWEST.  THE
 CA1212'STATION IS 109.6 FT (33.4 M) EAST OF THE RUNWAY CENTER, 85.3 FT (26.0
 CA1212'M) WEST OF THE TAXIWAY CENTER AND 58.4 FT (17.8 M) NORTH OF THE
 CA1212'CONNECTOR TAXIWAY CENTER.  DRL.
 CA1212
 CA1212                          STATION RECOVERY (1998)
 CA1212
 CA1212'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CA1212'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1384 ***********************************************************************
 CR1384  SACS        -  This is a Secondary Airport Control Station.
 CR1384  DESIGNATION -  WINPORT AZ MK
 CR1384  PID         -  CR1384
 CR1384  STATE/COUNTY-  TX/WOOD
 CR1384  USGS QUAD   -  WINNSBORO (1980)
 CR1384
 CR1384                         *CURRENT SURVEY CONTROL
 CR1384  ___________________________________________________________________
 CR1384* NAD 83(1993)-  32 56 19.55180(N)    095 16 45.13947(W)     ADJUSTED  
 CR1384* NAVD 88     -       152.77   (meters)     501.2    (feet)  GPS OBS   
 CR1384  ___________________________________________________________________
 CR1384  X           -    -493,010.737 (meters)                     COMP
 CR1384  Y           -  -5,335,547.621 (meters)                     COMP
 CR1384  Z           -   3,448,329.741 (meters)                     COMP
 CR1384  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CR1384  ELLIP HEIGHT-         126.37  (meters)          (01/31/01) GPS OBS
 CR1384  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR1384
 CR1384  HORZ ORDER  -  FIRST
 CR1384  ELLP ORDER  -  FOURTH    CLASS II
 CR1384
 CR1384.This mark is at Winnsboro Muni (F51) Airport (F51)
 CR1384
 CR1384.The horizontal coordinates were established by GPS observations
 CR1384.and adjusted by the National Geodetic Survey in August 1996..
 CR1384
 CR1384.The orthometric height was determined by GPS observations and a
 CR1384.high-resolution geoid model.
 CR1384
 CR1384.GPS derived orthometric heights for airport stations designated as
 CR1384.PACS or SACS are published to 2 decimal places.  This maintains
 CR1384.centimeter relative accuracy between the PACS and SACS.  It does
 CR1384.not indicate centimeter accuracy relative to other marks which are
 CR1384.part of the NAVD 88 network.
 CR1384
 CR1384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1384
 CR1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1384
 CR1384.The ellipsoidal height was determined by GPS observations
 CR1384.and is referenced to NAD 83.
 CR1384
 CR1384.The geoid height was determined by GEOID03.
 CR1384
 CR1384;                    North         East     Units Scale Factor Converg.
 CR1384;SPC TXNC     - 2,145,678.741   901,116.397   MT  0.99987455   +1 45 23.8
 CR1384;SPC TXNC     - 7,039,614.34  2,956,412.71   sFT  0.99987455   +1 45 23.8
 CR1384;UTM  15      - 3,646,803.621   286,916.023   MT  1.00015988   -1 14 23.2
 CR1384
 CR1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1384!SPC TXNC     -   0.99998016  x   0.99987455  =   0.99985471
 CR1384!UTM  15      -   0.99998016  x   1.00015988  =   1.00014004
 CR1384
 CR1384:                Primary Azimuth Mark                     Grid Az
 CR1384:SPC TXNC     -  WINPORT                                  016 15 10.4
 CR1384:UTM  15      -  WINPORT                                  019 14 57.4
 CR1384
 CR1384|---------------------------------------------------------------------|
 CR1384| PID    Reference Object                     Distance      Geod. Az  |
 CR1384|                                                           dddmmss.s |
 CR1384| CR1383 WINPORT                             482.202 METERS 0180034.2 |
 CR1384|---------------------------------------------------------------------|
 CR1384
 CR1384                          SUPERSEDED SURVEY CONTROL
 CR1384
 CR1384  ELLIP H (08/16/96)  126.42   (m)                       GP(       ) 4 2
 CR1384  NAD 83(1993)-  32 56 19.55817(N)    095 16 45.13786(W) AD(       ) 3
 CR1384  ELLIP H (02/16/96)  126.46   (m)                       GP(       ) 5 1
 CR1384  NAD 83(1993)-  32 56 19.56130(N)    095 16 45.13436(W) AD(       ) 3
 CR1384  ELLIP H (01/21/93)  126.22   (m)                       GP(       ) 4 2
 CR1384  NAD 83(1986)-  32 56 19.55970(N)    095 16 45.12038(W) AD(       ) 3
 CR1384  NAD 27      -  32 56 19.08392(N)    095 16 44.29730(W) AD(       ) 3
 CR1384  NGVD 29 (12/08/88)  152.9    (m)          502.     (f) GPS OBS        
 CR1384
 CR1384.Superseded values are not recommended for survey control.
 CR1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1384.See file dsdata.txt to determine how the superseded data were derived.
 CR1384
 CR1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS8691646804(NAD 83)
 CR1384_MARKER: I = METAL ROD
 CR1384_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1384_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1384_STAMPING: WINPORT AZ MK 1987
 CR1384_MARK LOGO: NGS   
 CR1384_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1384+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 CR1384
 CR1384  HISTORY     - Date     Condition        Report By
 CR1384  HISTORY     - 1987     MONUMENTED       NGS
 CR1384  HISTORY     - 19880127 GOOD
 CR1384  HISTORY     - 19941129 GOOD             NGS
 CR1384  HISTORY     - 19950826 GOOD             USPSQD
 CR1384
 CR1384                          STATION DESCRIPTION
 CR1384
 CR1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1384'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF WINNSBORO, AT
 CR1384'THE WINNSBORO MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF WINNSBORO C/O
 CR1384'JIM AUSTIN, 720 EAST BRODWAY, WINNSBORO, TX 75454.  TELEPHONE
 CR1384'NUMBER214-342-6754.
 CR1384'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND FARM
 CR1384'ROAD 515 IN WINNSBORO.  GO EAST ON FARM ROAD 515 FOR 1.4 KM (0.85 MI)
 CR1384'TO FARM ROAD 852 ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON FARM
 CR1384'ROAD 852 FOR 0.5 KM (0.30 MI) TO WOOD COUNTY ROAD 4068 ON THE RIGHT.
 CR1384'TURN RIGHT ON WOOD COUNTY ROAD 4068 FOR 0.2 KM (0.10 MI) TO A GATE
 CR1384'ONTHE LEFT, ON THE NORTH SIDE OF A TAXIWAY-RUNWAY CROSSOVER.
 CR1384'THE MARK IS SET 28.0 M (91.9 FT) WEST OF THE CENTERLINE OF THE
 CR1384'RUNWAY, 12.0 M (39.4 FT) EAST OF THE CENTERLINE OF THE TAXIWAY, 12.0
 CR1384'M (39.4 FT) NORTH OF THE CENTERLINE OF THE CROSSOVER, AND 0.5 M
 CR1384'(1.6 FT)NORTH OF A WITNESS POST.
 CR1384'ACCESS TO THE MARK IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1384'DESCRIBED BY V.L.F.
 CR1384
 CR1384                          STATION RECOVERY (1988)
 CR1384
 CR1384'RECOVERED 1988
 CR1384'RECOVERED IN GOOD CONDITION.
 CR1384
 CR1384                          STATION RECOVERY (1994)
 CR1384
 CR1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1384'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF WINNSBORO, AT
 CR1384'THE WINNSBORO MUNICIPAL AIRPORT, IN THE MEDIAN OF THE RUNWAY AND THE
 CR1384'PARALLEL TAXI ON THE NORTHEAST SIDE OF A CONNECTOR TAXI NEAR THE
 CR1384'CENTER OF THE AIRFIELD.  OWNERSHIP--CITY OF WINNSBORO, 501 SOUTH MAIN,
 CR1384'WINNSBORO, TX 75494-3227.  PHONE 903-342-3654.  CITY ADMINISTRATOR IS
 CR1384'JERRY POE.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND FARM
 CR1384'ROAD 515 IN WINNSBORO, GO EAST ON FARM ROAD 515 FOR 1.14 KM (0.70 MI)
 CR1384'TO FARM ROAD 852 ON THE RIGHT.  TURN RIGHT, SOUTHEAST, ON FARM ROAD
 CR1384'852 FOR 0.42 KM (0.25 MI) TO WOOD COUNTY ROAD 4068 ON THE RIGHT.  TURN
 CR1384'RIGHT, SOUTH-SOUTHWEST ON WOOD COUNTY ROAD 4068 FOR 0.48 KM (0.30 MI)
 CR1384'TO A GATE ON THE LEFT ON THE NORTH SIDE OF A LARGE METAL HANGAR.  TURN
 CR1384'LEFT, EAST-SOUTHEAST, PASSING THROUGH THE GATE ON ENTRANCE ROAD AND
 CR1384'CROSSING APRON FOR 0.1 KM (0.05 MI) TO THE TAXI.  TURN RIGHT,
 CR1384'SOUTH-SOUTHWEST, ON TAXI FOR 0.29 KM (0.20 MI) TO THE STATION ON THE
 CR1384'LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 CR1384'IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 CR1384'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 CR1384'IT IS 28.4 M (93.2 FT) WEST-NORTHWEST OF THE CENTER OF THE RUNWAY,
 CR1384'19.6 M (64.3 FT) SOUTHWEST OF A CONCRETE CULVERT, 12.0 M (39.4 FT)
 CR1384'NORTH-NORTHEAST OF THE CENTER OF THE CONNECTOR TAXI, 12.0 M (39.4 FT)
 CR1384'EAST-SOUTHEAST OF THE CENTER OF THE TAXI AND, AND 0.3 M (1.0 FT) WEST
 CR1384'OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G.  AUG NOTE THE ROD
 CR1384'DEPTH UNKOWN.  SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.  THIS
 CR1384'STATION IS SELECTED AS A SACS STATION.
 CR1384
 CR1384                          STATION RECOVERY (1995)
 CR1384
 CR1384'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1213 ***********************************************************************
 CA1213  SACS        -  This is a Secondary Airport Control Station.
 CA1213  DESIGNATION -  WINPORT AZ MK
 CA1213  PID         -  CA1213
 CA1213  STATE/COUNTY-  TX/RUNNELS
 CA1213  USGS QUAD   -  WINTERS (1987)
 CA1213
 CA1213                         *CURRENT SURVEY CONTROL
 CA1213  ___________________________________________________________________
 CA1213* NAD 83(1993)-  31 57 05.00028(N)    099 59 06.69086(W)     ADJUSTED  
 CA1213* NAVD 88     -       567.28   (meters)    1861.2    (feet)  GPS OBS   
 CA1213  ___________________________________________________________________
 CA1213  X           -    -939,337.943 (meters)                     COMP
 CA1213  Y           -  -5,335,313.169 (meters)                     COMP
 CA1213  Z           -   3,356,145.618 (meters)                     COMP
 CA1213  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CA1213  ELLIP HEIGHT-         541.63  (meters)          (07/23/01) GPS OBS
 CA1213  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CA1213
 CA1213  HORZ ORDER  -  FIRST
 CA1213  ELLP ORDER  -  FIFTH     CLASS II
 CA1213
 CA1213.This mark is at Winters Muni (77F) Airport (77F)
 CA1213
 CA1213.The horizontal coordinates were established by GPS observations
 CA1213.and adjusted by the National Geodetic Survey in September 1996..
 CA1213
 CA1213.The orthometric height was determined by GPS observations and a
 CA1213.high-resolution geoid model.
 CA1213
 CA1213.GPS derived orthometric heights for airport stations designated as
 CA1213.PACS or SACS are published to 2 decimal places.  This maintains
 CA1213.centimeter relative accuracy between the PACS and SACS.  It does
 CA1213.not indicate centimeter accuracy relative to other marks which are
 CA1213.part of the NAVD 88 network.
 CA1213
 CA1213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA1213
 CA1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1213
 CA1213.The ellipsoidal height was determined by GPS observations
 CA1213.and is referenced to NAD 83.
 CA1213
 CA1213.The geoid height was determined by GEOID03.
 CA1213
 CA1213;                    North         East     Units Scale Factor Converg.
 CA1213;SPC TX C     - 3,253,338.250   732,914.893   MT  1.00001899   +0 10 45.5
 CA1213;SPC TX C     -10,673,660.58  2,404,571.61   sFT  1.00001899   +0 10 45.5
 CA1213;UTM  14      - 3,535,471.190   406,892.262   MT  0.99970691   -0 31 17.0
 CA1213
 CA1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1213!SPC TX C     -   0.99991496  x   1.00001899  =   0.99993395
 CA1213!UTM  14      -   0.99991496  x   0.99970691  =   0.99962190
 CA1213
 CA1213:                Primary Azimuth Mark                     Grid Az
 CA1213:SPC TX C     -  WINPORT                                  183 19 36.9
 CA1213:UTM  14      -  WINPORT                                  184 01 39.4
 CA1213
 CA1213|---------------------------------------------------------------------|
 CA1213| PID    Reference Object                     Distance      Geod. Az  |
 CA1213|                                                           dddmmss.s |
 CA1213| CA1212 WINPORT                             477.307 METERS 1833022.4 |
 CA1213|---------------------------------------------------------------------|
 CA1213
 CA1213                          SUPERSEDED SURVEY CONTROL
 CA1213
 CA1213  ELLIP H (09/04/96)  541.68   (m)                       GP(       ) 5 2
 CA1213  NAD 83(1993)-  31 57 04.99936(N)    099 59 06.69030(W) AD(       ) 3
 CA1213  ELLIP H (02/16/96)  541.71   (m)                       GP(       ) 5 1
 CA1213  ELLIP H (12/21/93)  540.89   (m)                       GP(       ) 4 1
 CA1213  NAD 83(1986)-  31 57 05.00709(N)    099 59 06.67567(W) AD(       ) 3
 CA1213  NGVD 29 (10/23/89)  566.9    (m)         1860.     (f) GPS OBS        
 CA1213
 CA1213.Superseded values are not recommended for survey control.
 CA1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1213.See file dsdata.txt to determine how the superseded data were derived.
 CA1213
 CA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0689235471(NAD 83)
 CA1213_MARKER: I = METAL ROD
 CA1213_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CA1213_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CA1213_STAMPING: WINPORT AZ MK 1989
 CA1213_MARK LOGO: NGS   
 CA1213_PROJECTION: FLUSH
 CA1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA1213+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1995
 CA1213_ROD/PIPE-DEPTH: 7.68 meters
 CA1213_SLEEVE-DEPTH  : .76 meters
 CA1213
 CA1213  HISTORY     - Date     Condition        Report By
 CA1213  HISTORY     - 1989     MONUMENTED       NGS
 CA1213  HISTORY     - 19950302 GOOD             NGS
 CA1213
 CA1213                          STATION DESCRIPTION
 CA1213
 CA1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CA1213'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF WINTERS, AT
 CA1213'THE WINTERS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF WINTERS, 310 SOUTH
 CA1213'MAIN, WINTERS, TEXAS 79567.  CONTACT CITY ADMINISTRATOR CHUCK
 CA1213'MACLLVAINE AT CITY HALL, TELEPHONE 915-754-4424.
 CA1213'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 CA1213'HIGHWAY 153, NEAR THE SOUTH EDGE OF WINTERS, GO WEST ON STATE HIGHWAY
 CA1213'153 FOR 2.1 KM (1.30 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO FOR
 CA1213'0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT
 CA1213'PASSING THROUGH A GATE AND GO FOR 0.05 KM (0.05 MI) TO THE TAXI.  TURN
 CA1213'RIGHT AND GO FOR 0.4 KM (0.25 MI) TO THE RAMP AND THE STATION ON THE
 CA1213'LEFT.
 CA1213'IT IS 59.2 M (194.2 FT) EAST OF THE RUNWAY CENTERLINE, 15.6 M
 CA1213'(51.2 FT) WEST OF THE TAXI CENTER, AND 14.6 M (47.9 FT) SOUTH OF THE
 CA1213'RAMP CENTER.
 CA1213'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA1213'DESCRIBED BY R.D.B.
 CA1213
 CA1213                          STATION RECOVERY (1995)
 CA1213
 CA1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CA1213'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTHWEST OF ABILENE,
 CA1213'15.0 MI (24.1 KM) NORTH OF BALLINGER, 1.5 MI (2.4 KM) SOUTHWEST OF
 CA1213'WINTERS AND AT THE WINTERS MUNICIPAL AIRPORT, NEAR THE APPROACH END OF
 CA1213'RUNWAY 17.  OWNERSHIP--CITY OF WINTERS, 310 SOUTH MAIN, WINTERS, TX
 CA1213'79567.  CONTACT CITY ADMINISTRATOR AREF HASSAN AT CITY HALL, PHONE
 CA1213'(915) 754-4424.  TO REACH THE STATION FROM THE JUCTION OF US HIGHWAY
 CA1213'83 AND STATE HIGHWAY 153, NEAR THE SOUTH SIDE OF WINTERS, GO WEST ON
 CA1213'STATE HIGHWAY 153 FOR 1.3 MI (2.1 KM) TO A PAVED ROAD LEFT, TURN LEFT
 CA1213'AND GO SOUTH FOR 0.35 MI (0.56 KM) TO THE AIRPORT ENTRANCE ON THE
 CA1213'RIGHT, TURN RIGHT AND GO WEST PASSING THROUGH A GATE FOR 0.05 MI (0.08
 CA1213'KM) TO THE TAXIWAY, TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR 0.25 MI
 CA1213'(0.40 KM) TO THE STATION ON THE LEFT.  THE STATION IS 194.2 FT (59.2
 CA1213'M) EAST OF THE RUNWAY CENTER, 51.2 FT (15.6 M) WEST OF THE TAXIWAY
 CA1213'CENTER AND 47.9 FT (14.6 M) SOUTH OF THE CONNECTOR TAXIWAY CENTER.
 CA1213'DRL.  THIS IS AN AIRPORT SAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0770 ***********************************************************************
 AO0770  DESIGNATION -  WINTER
 AO0770  PID         -  AO0770
 AO0770  STATE/COUNTY-  TX/DIMMIT
 AO0770  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0770
 AO0770                         *CURRENT SURVEY CONTROL
 AO0770  ___________________________________________________________________
 AO0770* NAD 83(1993)-  28 36 12.54346(N)    099 50 24.05612(W)     ADJUSTED  
 AO0770* NAVD 88     -       179.6    (meters)     589.     (feet)  VERTCON   
 AO0770  ___________________________________________________________________
 AO0770  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AO0770  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AO0770
 AO0770  HORZ ORDER  -  FIRST
 AO0770
 AO0770.The horizontal coordinates were established by classical geodetic methods
 AO0770.and adjusted by the National Geodetic Survey in February 1996..
 AO0770
 AO0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0770
 AO0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0770
 AO0770.The geoid height was determined by GEOID03.
 AO0770
 AO0770;                    North         East     Units Scale Factor Converg.
 AO0770;SPC TXSC     - 4,085,650.501   517,844.684   MT  0.99994409   -0 24 41.5
 AO0770;SPC TXSC     -13,404,338.35  1,698,962.10   sFT  0.99994409   -0 24 41.5
 AO0770;UTM  14      - 3,164,344.609   417,870.644   MT  0.99968324   -0 24 07.8
 AO0770
 AO0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0770!SPC TXSC     -   0.99997549  x   0.99994409  =   0.99991958
 AO0770!UTM  14      -   0.99997549  x   0.99968324  =   0.99965874
 AO0770
 AO0770|---------------------------------------------------------------------|
 AO0770| PID    Reference Object                     Distance      Geod. Az  |
 AO0770|                                                           dddmmss.s |
 AO0770| CV5848 WINTER RM 1                          14.933 METERS 16831     |
 AO0770| CV5847 WINTER AZ MK                                       1764207.6 |
 AO0770| AO0771 CARRIZO SPRINGS RAD STA KBEN        APPROX. 9.4 KM 1913132.0 |
 AO0770| AO0772 CARRIZO SPRINGS BAP CH SPIRE        APPROX. 9.2 KM 1933124.5 |
 AO0770| AO0773 CARRIZO SPRINGS MUN TANK            APPROX. 8.9 KM 1944113.0 |
 AO0770| AO0774 CARRIZO SPRINGS SE RAD MAST         APPROX. 9.0 KM 2062802.2 |
 AO0770| CV5849 WINTER RM 2                          40.609 METERS 25154     |
 AO0770| AO0768 CRYSTAL CITY RAD MAST KKT 42        APPROX. 5.1 KM 3513655.7 |
 AO0770| AO0767 CRYSTAL CITY CABLE VISION MAST      APPROX. 2.7 KM 3515841.5 |
 AO0770|---------------------------------------------------------------------|
 AO0770
 AO0770                          SUPERSEDED SURVEY CONTROL
 AO0770
 AO0770  NAD 83(1986)-  28 36 12.54031(N)    099 50 24.03398(W) AD(       ) 1
 AO0770  NAD 27      -  28 36 11.60605(N)    099 50 22.83501(W) AD(       ) 1
 AO0770  NGVD 29 (07/19/86)  179.5    (m)          589.     (f) VERT ANG       
 AO0770
 AO0770.Superseded values are not recommended for survey control.
 AO0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0770.See file dsdata.txt to determine how the superseded data were derived.
 AO0770
 AO0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1787164345(NAD 83)
 AO0770_MARKER: DS = TRIANGULATION STATION DISK
 AO0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0770
 AO0770  HISTORY     - Date     Condition        Report By
 AO0770  HISTORY     - 1971     MONUMENTED       NGS
 AO0770  HISTORY     - 19970621 GOOD             USPSQD
 AO0770
 AO0770                          STATION DESCRIPTION
 AO0770
 AO0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0770'THE STATION IS ABOUT 5-1/2 MILES NORTH AND 1-1/2 MILES EAST OF
 AO0770'CARRIZO SPRINGS, 5-1/2 MILES SOUTH AND 1/2 MILE WEST OF CRYSTAL CITY
 AO0770'AND ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83.
 AO0770'
 AO0770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AO0770'HIGHWAY 85 IN CARRIZO SPRINGS, GO NORTHEAST ON U.S. HIGHWAY 83 FOR
 AO0770'1.6 MILES TO THE JUNCTION WITH FARM ROAD 1407.  CONTINUE NORTHEAST
 AO0770'AND NORTH ON U.S. HIGHWAY 83 FOR 3.7 MILES TO THE AZIMUTH MARK ON
 AO0770'THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 0.5 MILE TO THE
 AO0770'SOUTH ENTRANCE TO A DRIVE-IN THEATER AND THE STATION ON THE
 AO0770'RIGHT.
 AO0770'
 AO0770'STATION MARKS ARE STANDARD DISKS, STAMPED WINTER 1971.  THE SURFACE
 AO0770'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0770'THAT IS FLUSH WITH THE GROUND.  IT IS 77.0 FEET SOUTHEAST OF THE
 AO0770'CENTER OF THE THEATER ENTRANCE ROAD, 71.0 FEET EAST OF THE CENTER
 AO0770'OF U.S. HIGHWAY 83 AND 9.9 FEET WEST OF A WITNESS POST IN A FENCE
 AO0770'LINE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AO0770'42 INCHES BELOW THE GROUND SURFACE.
 AO0770'
 AO0770'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WINTER NO 1 1971, SET IN
 AO0770'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 AO0770'INCHES ABOVE THE GROUND.  IT IS 76.0 FEET EAST OF THE CENTER OF
 AO0770'U.S.  HIGHWAY 83, 48.9 FEET SOUTH OF THE WITNESS POST, 0.8 FOOT WEST
 AO0770'OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0770'
 AO0770'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WINTER NO 2 1971, SET IN
 AO0770'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AO0770'INCHES ABOVE THE GROUND.  IT IS 59.0 FEET WEST OF THE CENTER OF
 AO0770'U.S.  HIGHWAY 83, 39.5 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE,
 AO0770'0.8 FOOT EAST OF A FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AO0770'
 AO0770'AZIMUTH MARK IS A STANDARD DISK, STAMPED WINTER 1971, SET IN THE TOP
 AO0770'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3 INCHES
 AO0770'ABOVE THE GROUND.  IT IS 63.0 FEET NORTH OF A POWER LINE POLE, 59.0
 AO0770'FEET WEST OF THE CENTER OF U.S. HIGHWAY 83, 1.8 FEET SOUTH OF A
 AO0770'WITNESS POST AND 1.1 FEET EAST OF A FENCE.
 AO0770'
 AO0770'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 AO0770
 AO0770                          STATION RECOVERY (1997)
 AO0770
 AO0770'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1200 ***********************************************************************
 CA1200  DESIGNATION -  WINTERS
 CA1200  PID         -  CA1200
 CA1200  STATE/COUNTY-  TX/RUNNELS
 CA1200  USGS QUAD   -  WINTERS (1987)
 CA1200
 CA1200                         *CURRENT SURVEY CONTROL
 CA1200  ___________________________________________________________________
 CA1200* NAD 83(1993)-  31 58 00.25586(N)    099 59 22.17874(W)     ADJUSTED  
 CA1200* NAVD 88     -       584.1    (meters)    1916.     (feet)  VERTCON   
 CA1200  ___________________________________________________________________
 CA1200  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CA1200  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CA1200
 CA1200  HORZ ORDER  -  SECOND
 CA1200
 CA1200.The horizontal coordinates were established by classical geodetic methods
 CA1200.and adjusted by the National Geodetic Survey in February 1996..
 CA1200
 CA1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1200
 CA1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1200
 CA1200.The geoid height was determined by GEOID03.
 CA1200
 CA1200;                    North         East     Units Scale Factor Converg.
 CA1200;SPC TX C     - 3,255,038.978   732,502.885   MT  1.00002347   +0 10 37.6
 CA1200;SPC TX C     -10,679,240.38  2,403,219.88   sFT  1.00002347   +0 10 37.6
 CA1200;SPC TXNC     - 2,034,274.595   459,199.871   MT  1.00005030   -0 48 44.5
 CA1200;SPC TXNC     - 6,674,115.90  1,506,558.24   sFT  1.00005030   -0 48 44.5
 CA1200;UTM  14      - 3,537,176.296   406,501.211   MT  0.99970781   -0 31 26.0
 CA1200
 CA1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1200!SPC TX C     -   0.99991229  x   1.00002347  =   0.99993576
 CA1200!SPC TXNC     -   0.99991229  x   1.00005030  =   0.99996259
 CA1200!UTM  14      -   0.99991229  x   0.99970781  =   0.99962013
 CA1200
 CA1200:                Primary Azimuth Mark                     Grid Az
 CA1200:SPC TX C     -  WINTERS AZ MK 2                          027 36 54.5
 CA1200:SPC TXNC     -  WINTERS AZ MK 2                          028 36 16.6
 CA1200:UTM  14      -  WINTERS AZ MK 2                          028 18 58.1
 CA1200
 CA1200|---------------------------------------------------------------------|
 CA1200| PID    Reference Object                     Distance      Geod. Az  |
 CA1200|                                                           dddmmss.s |
 CA1200| CV5851 WINTERS AZ MK 2                                    0274732.1 |
 CA1200| CA1201 WINTERS MUNICIPAL NORTH TANK        APPROX. 2.5 KM 0922444.5 |
 CA1200| CA1202 WINTERS MUNICIPAL SOUTH TANK        APPROX. 2.9 KM 1145242.2 |
 CA1200| CA1198 WINTERS ST JOHN LUTH CH SPIRE       APPROX. 1.6 KM 1210206.8 |
 CA1200| CV5852 WINTERS RM 1                         21.982 METERS 18015     |
 CA1200| CV5850 WINTERS AZ MK                                      2135648.6 |
 CA1200| CV5853 WINTERS RM 2                         27.207 METERS 28945     |
 CA1200|---------------------------------------------------------------------|
 CA1200
 CA1200                          SUPERSEDED SURVEY CONTROL
 CA1200
 CA1200  NAD 83(1986)-  31 58 00.26279(N)    099 59 22.16534(W) AD(       ) 2
 CA1200  NAD 27      -  31 57 59.73600(N)    099 59 20.82800(W) AD(       ) 2
 CA1200  NGVD 29 (07/19/86)  584.0    (m)         1916.     (f) VERT ANG       
 CA1200
 CA1200.Superseded values are not recommended for survey control.
 CA1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1200.See file dsdata.txt to determine how the superseded data were derived.
 CA1200
 CA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0650137176(NAD 83)
 CA1200_MARKER: DS = TRIANGULATION STATION DISK
 CA1200_SETTING: 0 = UNSPECIFIED SETTING
 CA1200
 CA1200  HISTORY     - Date     Condition        Report By
 CA1200  HISTORY     - 1944     MONUMENTED       CGS
 CA1200  HISTORY     - 1961     GOOD             CGS
 CA1200
 CA1200                          STATION DESCRIPTION
 CA1200
 CA1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1200'STATION IS LOCATED ABOUT 1-3/4 MILES NW OF THE CENTER OF WINTERS,
 CA1200'ON THE S END OF A PROMINENT RIDGE OVERLOOKING THE TOWN OF WINTERS,
 CA1200'ON THE PROPERTY OF M.W. KURTZ.  IT IS ABOUT 20 FEET S OF A
 CA1200'FENCE CORNER AND 2 FEET W OF A FENCE LINE.  THE MARK IS STAMPED
 CA1200'WINTERS 1943 AND PROJECTS ABOUT 6 INCHES.
 CA1200'
 CA1200'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 CA1200'SET IN CONCRETE.
 CA1200'
 CA1200'REFERENCE MARK 1 IS LOCATED ON A FENCE LINE 96 FEET S OF A
 CA1200'FENCE CORNER.  IT PROJECTS ABOUT 6 INCHES.
 CA1200'
 CA1200'REFERENCE MARK 2 IS LOCATED ON A FENCE LINE 48 FEET W OF A
 CA1200'FENCE CORNER.  IT PROJECTS ABOUT 4 INCHES.
 CA1200'
 CA1200'AZIMUTH MARK IS LOCATED 2.0 MILES W OF WINTERS, AT THE E END
 CA1200'OF A BRIDGE ON THE N SIDE OF THE ROAD.  THE MARK IS SET FLUSH
 CA1200'AT THE E END OF THE N CURB OF THE BRIDGE.
 CA1200'
 CA1200'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CA1200'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CA1200'
 CA1200'TO REACH FROM WINTERS STATE BANK IN WINTERS, GO W ON SURFACED
 CA1200'ROAD 1.6 MILES TO A DIRT ROAD LEADING RIGHT OPPOSITE NW CORNER OF
 CA1200'FAIRVIEW CEMETERY ON LEFT.  TURN RIGHT AND GO N ON DIRT ROAD
 CA1200'0.6 MILE TO THE HOME OF MR. KURTZ.  TURN RIGHT AND GO CROSS
 CA1200'COUNTRY NE UP GRADE 0.05 MILE TO THE TOP OF RIDGE AND STATION
 CA1200'NEAR FENCE CORNER.
 CA1200'
 CA1200'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA1200
 CA1200                          STATION RECOVERY (1961)
 CA1200
 CA1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1200'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 CA1200'AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS SET.
 CA1200'DUE TO THE ORIGINAL AZIMUTH MARK BEING SET IN THE CURB OF A
 CA1200'BRIDGE, IT COULD BE DESTROYED IN THE FUTURE.
 CA1200'
 CA1200'THE ORIGINAL DESCRIPTION AND THE TO REACH THE STATION ARE ADEQUATE
 CA1200'FOR RECOVERY.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS
 CA1200'AND AZIMUTH MARK WERE VERIFIED.
 CA1200'
 CA1200'THE FOLLOWING IS A DESCRIPTION AND A TO REACH FOR THE NEW AZIMUTH
 CA1200'MARK.
 CA1200'
 CA1200'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WINTERS 1943 RESET
 CA1200'1961, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CA1200'IT IS 16 FEET EAST OF A T-FENCE CORNER, 10 FEET NORTH OF A
 CA1200'TRACK ROAD, 1 FOOT SOUTH OF THE EAST-WEST FENCE, AND 1.7 FEET
 CA1200'WEST OF A METAL WITNESS POST.
 CA1200'
 CA1200'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON A
 CA1200'TRACK ROAD FOR 0.3 MILE TO A T-FENCE CORNER AND THE AZIMUTH MARK.
 CA1200'
 CA1200'NOTE--THE UNDERGROUND DISK WAS NOT INSPECTED.
 CA1200'
 CA1200'THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CA1200'
 CA1200'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1201 ***********************************************************************
 CA1201  DESIGNATION -  WINTERS MUNICIPAL NORTH TANK
 CA1201  PID         -  CA1201
 CA1201  STATE/COUNTY-  TX/RUNNELS
 CA1201  USGS QUAD   -  WINTERS (1987)
 CA1201
 CA1201                         *CURRENT SURVEY CONTROL
 CA1201  ___________________________________________________________________
 CA1201* NAD 83(1993)-  31 57 56.77115(N)    099 57 45.43334(W)     ADJUSTED  
 CA1201* NAVD 88     -                                                        
 CA1201  ___________________________________________________________________
 CA1201  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CA1201  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CA1201
 CA1201  HORZ ORDER  -  THIRD
 CA1201
 CA1201.The horizontal coordinates were established by classical geodetic methods
 CA1201.and adjusted by the National Geodetic Survey in February 1996..
 CA1201
 CA1201
 CA1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1201
 CA1201.The geoid height was determined by GEOID03.
 CA1201
 CA1201;                    North         East     Units Scale Factor Converg.
 CA1201;SPC TX C     - 3,254,939.800   735,043.588   MT  1.00002319   +0 11 27.4
 CA1201;SPC TX C     -10,678,914.99  2,411,555.50   sFT  1.00002319   +0 11 27.4
 CA1201;SPC TXNC     - 2,034,131.571   461,738.552   MT  1.00005062   -0 47 51.7
 CA1201;SPC TXNC     - 6,673,646.66  1,514,887.23   sFT  1.00005062   -0 47 51.7
 CA1201;UTM  14      - 3,537,046.091   409,039.702   MT  0.99970204   -0 30 34.8
 CA1201
 CA1201                          SUPERSEDED SURVEY CONTROL
 CA1201
 CA1201  NAD 83(1986)-  31 57 56.77862(N)    099 57 45.41985(W) AD(       ) 4
 CA1201  NAD 27      -  31 57 56.25200(N)    099 57 44.08900(W) AD(       ) 3
 CA1201
 CA1201.Superseded values are not recommended for survey control.
 CA1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1201.See file dsdata.txt to determine how the superseded data were derived.
 CA1201
 CA1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0904037046(NAD 83)
 CA1201_MARKER: 53 = ELEVATED TANK
 CA1201
 CA1201  HISTORY     - Date     Condition        Report By
 CA1201  HISTORY     - 1943     FIRST OBSERVED   CGS
 CA1201  HISTORY     - 1961     GOOD             CGS
 CA1201
 CA1201                          STATION DESCRIPTION
 CA1201
 CA1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA1201'THE TANK IS LOCATED AT THE N EDGE OF WINTERS, 50 FEET E OF
 CA1201'THE CENTER LINE OF U.S. HIGHWAY 277, AND ACROSS THE STREET
 CA1201'FROM A CEMETERY.  IT IS 1 BLOCK W OF A SCHOOLHOUSE.  THE TANK
 CA1201'IS A STEEL STRUCTURE SUPPORTED BY FOUR LEGS, IS ABOUT 125 FEET
 CA1201'HIGH, PAINTED ALUMINUM ON TOP.
 CA1201'
 CA1201'THE POINT OBSERVED UPON WAS A BALL AT THE APEX OF A CONICAL
 CA1201'ROOF.  AN INTERSECTION STATION.
 CA1201
 CA1201                          STATION RECOVERY (1961)
 CA1201
 CA1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1201'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1202 ***********************************************************************
 CA1202  DESIGNATION -  WINTERS MUNICIPAL SOUTH TANK
 CA1202  PID         -  CA1202
 CA1202  STATE/COUNTY-  TX/RUNNELS
 CA1202  USGS QUAD   -  WINTERS (1987)
 CA1202
 CA1202                         *CURRENT SURVEY CONTROL
 CA1202  ___________________________________________________________________
 CA1202* NAD 83(1993)-  31 57 21.12093(N)    099 57 43.22020(W)     ADJUSTED  
 CA1202* NAVD 88     -                                                        
 CA1202  ___________________________________________________________________
 CA1202  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CA1202  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CA1202
 CA1202  HORZ ORDER  -  THIRD
 CA1202
 CA1202.The horizontal coordinates were established by classical geodetic methods
 CA1202.and adjusted by the National Geodetic Survey in February 1996..
 CA1202
 CA1202
 CA1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1202
 CA1202.The geoid height was determined by GEOID03.
 CA1202
 CA1202;                    North         East     Units Scale Factor Converg.
 CA1202;SPC TX C     - 3,253,841.889   735,105.367   MT  1.00002029   +0 11 28.5
 CA1202;SPC TX C     -10,675,312.93  2,411,758.19   sFT  1.00002029   +0 11 28.5
 CA1202;SPC TXNC     - 2,033,032.724   461,781.380   MT  1.00005388   -0 47 50.5
 CA1202;SPC TXNC     - 6,670,041.53  1,515,027.74   sFT  1.00005388   -0 47 50.5
 CA1202;UTM  14      - 3,535,947.858   409,088.038   MT  0.99970193   -0 30 33.1
 CA1202
 CA1202                          SUPERSEDED SURVEY CONTROL
 CA1202
 CA1202  NAD 83(1986)-  31 57 21.12840(N)    099 57 43.20664(W) AD(       ) 4
 CA1202  NAD 27      -  31 57 20.60000(N)    099 57 41.87700(W) AD(       ) 3
 CA1202
 CA1202.Superseded values are not recommended for survey control.
 CA1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1202.See file dsdata.txt to determine how the superseded data were derived.
 CA1202
 CA1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0908835948(NAD 83)
 CA1202_MARKER: 53 = ELEVATED TANK
 CA1202
 CA1202  HISTORY     - Date     Condition        Report By
 CA1202  HISTORY     - 1944     FIRST OBSERVED   CGS
 CA1202  HISTORY     - 1961     GOOD             CGS
 CA1202
 CA1202                          STATION DESCRIPTION
 CA1202
 CA1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1202'THE TANK IS LOCATED AT THE S END OF THE TOWN OF WINTERS,
 CA1202'ABOUT 150 FEET E OF U.S. HIGHWAY 277.  IT IS A STEEL STRUCTURE
 CA1202'SUPPORTED ON FOUR STRUCTURAL-STEEL LEGS.  THE TANK IS PAINTED
 CA1202'ALUMINUM, THE LEGS ARE PAINTED BLACK.
 CA1202'
 CA1202'THE POINT OBSERVED WAS THE BALL AT THE APEX OF THE CONICAL
 CA1202'ROOF.  HEIGHT ABOUT 125 FEET.  AN INTERSECTION STATION.
 CA1202
 CA1202                          STATION RECOVERY (1961)
 CA1202
 CA1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1202'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1198 ***********************************************************************
 CA1198  DESIGNATION -  WINTERS ST JOHN LUTH CH SPIRE
 CA1198  PID         -  CA1198
 CA1198  STATE/COUNTY-  TX/RUNNELS
 CA1198  USGS QUAD   -  WINTERS (1987)
 CA1198
 CA1198                         *CURRENT SURVEY CONTROL
 CA1198  ___________________________________________________________________
 CA1198* NAD 83(1993)-  31 57 33.69721(N)    099 58 30.41025(W)     ADJUSTED  
 CA1198* NAVD 88     -                                                        
 CA1198  ___________________________________________________________________
 CA1198  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CA1198  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CA1198
 CA1198  HORZ ORDER  -  THIRD
 CA1198
 CA1198.The horizontal coordinates were established by classical geodetic methods
 CA1198.and adjusted by the National Geodetic Survey in February 1996..
 CA1198
 CA1198
 CA1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1198
 CA1198.The geoid height was determined by GEOID03.
 CA1198
 CA1198;                    North         East     Units Scale Factor Converg.
 CA1198;SPC TX C     - 3,254,225.202   733,864.859   MT  1.00002131   +0 11 04.2
 CA1198;SPC TX C     -10,676,570.52  2,407,688.29   sFT  1.00002131   +0 11 04.2
 CA1198;SPC TXNC     - 2,033,437.401   460,547.632   MT  1.00005272   -0 48 16.3
 CA1198;SPC TXNC     - 6,671,369.21  1,510,980.02   sFT  1.00005272   -0 48 16.3
 CA1198;UTM  14      - 3,536,346.183   407,852.702   MT  0.99970472   -0 30 58.3
 CA1198
 CA1198                          SUPERSEDED SURVEY CONTROL
 CA1198
 CA1198  NAD 83(1986)-  31 57 33.70488(N)    099 58 30.39724(W) AD(       ) 4
 CA1198  NAD 27      -  31 57 33.17500(N)    099 58 29.06000(W) AD(       ) 3
 CA1198
 CA1198.Superseded values are not recommended for survey control.
 CA1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1198.See file dsdata.txt to determine how the superseded data were derived.
 CA1198
 CA1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0785336346(NAD 83)
 CA1198_MARKER: 90 = CHURCH SPIRE
 CA1198
 CA1198  HISTORY     - Date     Condition        Report By
 CA1198  HISTORY     - 1943     FIRST OBSERVED   CGS
 CA1198  HISTORY     - 1961     GOOD             CGS
 CA1198
 CA1198                          STATION DESCRIPTION
 CA1198
 CA1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA1198'STATION IS LOCATED 1 MILE W OF THE CENTER OF WINTERS AND IS
 CA1198'N OF STATE HIGHWAY 70.  THE CHURCH IS A YELLOW BRICK BUILDING
 CA1198'WITH A SQUARE YELLOW BRICK SPIRE AT THE S END OF THE BUILDING.
 CA1198'THE SPIRE IS HEXAGONAL AND HAS A CROSS AT THE TOP.  THE SPIRE
 CA1198'IS 70 FEET HIGH.
 CA1198'
 CA1198'THE CROSS WAS THE POINT OBSERVED UPON.
 CA1198
 CA1198                          STATION RECOVERY (1961)
 CA1198
 CA1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1198'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0829 ***********************************************************************
 GK0829  DESIGNATION -  WIRE
 GK0829  PID         -  GK0829
 GK0829  STATE/COUNTY-  TX/OCHILTREE
 GK0829  USGS QUAD   -  HORSESHOE HILL (1973)
 GK0829
 GK0829                         *CURRENT SURVEY CONTROL
 GK0829  ___________________________________________________________________
 GK0829* NAD 83(1993)-  36 24 10.72881(N)    101 04 27.41379(W)     ADJUSTED  
 GK0829* NAVD 88     -       913.     (meters)    2995.     (feet)  SCALED    
 GK0829  ___________________________________________________________________
 GK0829  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 GK0829  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GK0829
 GK0829  HORZ ORDER  -  THIRD
 GK0829
 GK0829.The horizontal coordinates were established by classical geodetic methods
 GK0829.and adjusted by the National Geodetic Survey in February 1996..
 GK0829
 GK0829.The orthometric height was scaled from a topographic map.
 GK0829
 GK0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0829
 GK0829.The geoid height was determined by GEOID03.
 GK0829
 GK0829;                    North         East     Units Scale Factor Converg.
 GK0829;SPC TX N     - 1,266,676.774   238,190.228   MT  1.00005863   +0 14 48.2
 GK0829;SPC TX N     - 4,155,755.38    781,462.44   sFT  1.00005863   +0 14 48.2
 GK0829;SPC OK N     -   160,031.628   324,287.325   MT  0.99995383   -1 48 51.4
 GK0829;SPC OK N     -   525,037.10  1,063,932.67   sFT  0.99995383   -1 48 51.4
 GK0829;UTM  14      - 4,030,645.045   313,993.561   MT  1.00002629   -1 13 52.9
 GK0829
 GK0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0829!SPC TX N     -   0.99986094  x   1.00005863  =   0.99991956
 GK0829!SPC OK N     -   0.99986094  x   0.99995383  =   0.99981477
 GK0829!UTM  14      -   0.99986094  x   1.00002629  =   0.99988722
 GK0829
 GK0829:                Primary Azimuth Mark                     Grid Az
 GK0829:SPC TX N     -  TELE PROMPTER TRANS KLF 93 MST           034 33 19.5
 GK0829:SPC OK N     -  TELE PROMPTER TRANS KLF 93 MST           036 36 59.1
 GK0829:UTM  14      -  TELE PROMPTER TRANS KLF 93 MST           036 02 00.6
 GK0829
 GK0829|---------------------------------------------------------------------|
 GK0829| PID    Reference Object                     Distance      Geod. Az  |
 GK0829|                                                           dddmmss.s |
 GK0829| GK0833 TELE PROMPTER TRANS KLF 93 MST      APPROX. 6.9 KM 0344807.7 |
 GK0829| CN3795 WIRE RM 1                            18.403 METERS 08509     |
 GK0829| CN3793 WIRE AZ MK                                         0875135.8 |
 GK0829| GK1071 FARNSWORTH PERRYTN EQUITY ELEV      APPROX.13.1 KM 1344536.3 |
 GK0829| GK0836 WAKA PERRYTON EQUITY ELEVATOR       APPROX.13.7 KM 1701629.8 |
 GK0829| CN3794 WIRE AZ MK 2                                       2643826.8 |
 GK0829| CN3798 WIRE RM 4                            67.339 METERS 28631     |
 GK0829| CN3796 WIRE RM 2                            19.488 METERS 35922     |
 GK0829| CN3797 WIRE RM 3                            19.473 METERS 35926     |
 GK0829|---------------------------------------------------------------------|
 GK0829
 GK0829                          SUPERSEDED SURVEY CONTROL
 GK0829
 GK0829  NAD 83(1993)-  36 24 10.72861(N)    101 04 27.41415(W) AD(       ) 3
 GK0829  NAD 83(1986)-  36 24 10.73416(N)    101 04 27.40028(W) AD(       ) 3
 GK0829  NAD 27      -  36 24 10.62600(N)    101 04 25.84000(W) AD(       ) 3
 GK0829
 GK0829.Superseded values are not recommended for survey control.
 GK0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0829.See file dsdata.txt to determine how the superseded data were derived.
 GK0829
 GK0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1399430645(NAD 83)
 GK0829_MARKER: DS = TRIANGULATION STATION DISK
 GK0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0829
 GK0829  HISTORY     - Date     Condition        Report By
 GK0829  HISTORY     - 1952     MONUMENTED       CGS
 GK0829  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK0829  HISTORY     - 1979     GOOD             NGS
 GK0829
 GK0829                          STATION DESCRIPTION
 GK0829
 GK0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0829'THE STATION IS LOCATED ON THE SOUTH SIDE OF A GRAVELED EAST-WEST
 GK0829'ROAD, ABOUT 16 MILES AIRLINE NORTH-NORTHEAST OF SPEARMAN,
 GK0829'ABOUT 8 MILES AIRLINE NORTHWEST OF FARNSWORTH, AND ABOUT 7
 GK0829'MILES AIRLINE SOUTH OF THE TEXAS-OKLAHOMA STATE LINE.
 GK0829'
 GK0829'TO REACH THE STATION FROM THE OCHILTREE COUNTY COURTHOUSE
 GK0829'IN PERRYTON GO NORTH ON U.S. HIGHWAY 83 FOR 0.4 MILE TO A STOP
 GK0829'LIGHT.  TURN LEFT ONTO STATE HIGHWAY 117 AND GO 10.5 MILES
 GK0829'TO FARNSWORTH.  KEEP STRAIGHT AHEAD AND GO 0.3 MILE TO A SIDE
 GK0829'ROAD ON THE RIGHT.  TURN RIGHT AND GO 1.5 MILES TO A SIDE ROAD
 GK0829'ON THE RIGHT.  TURN RIGHT AND GO 6.0 MILES TO A CROSS ROAD.
 GK0829'TURN LEFT AND GO WEST 3.4 MILES TO A POWERLINE POLE WITH A
 GK0829'TRIANGLE BLAZE AND THE AZIMUTH MARK ON THE RIGHT.  KEEP
 GK0829'STRAIGHT AHEAD AND GO 0.6 MILE TO A FENCE CORNER AND THE
 GK0829'STATION ON THE LEFT.
 GK0829'
 GK0829'THE STATION MARK IS A STANDARD DISK STAMPED WIRE 1952 SET
 GK0829'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 3
 GK0829'INCHES ABOVE THE GROUND.  IT IS 35 FEET SOUTH OF THE CENTERLINE
 GK0829'OF THE ROAD, 6 FEET SOUTHEAST OF A FENCE CORNER, AND 5 FEET
 GK0829'SOUTHEAST OF A WHITE WITNESS POST.
 GK0829'
 GK0829'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED WIRE NO
 GK0829'1 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK0829'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF AN
 GK0829'EAST-WEST FENCE LINE, 31 FEET SOUTH OF THE CENTERLINE OF THE
 GK0829'ROAD, AND THE SAME ELEVATION AS THE STATION.
 GK0829'
 GK0829'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED WIRE NO
 GK0829'2 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK0829'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF AN
 GK0829'EAST-WEST FENCE LINE, 29 FEET NORTH OF THE CENTERLINE OF THE
 GK0829'ROAD, AND THE SAME ELEVATION AS THE STATION.
 GK0829'
 GK0829'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF THE ROAD
 GK0829'LEADING TO THE STATION, AND IS A STANDARD DISK STAMPED WIRE
 GK0829'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK0829'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF AN
 GK0829'EAST-WEST FENCE LINE, 3 FEET SOUTH OF A TRIANGLE BLAZED
 GK0829'POWERLINE POLE, AND 29 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 GK0829'
 GK0829'THE SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTERLINES
 GK0829'OF A GRAVELED NORTH-SOUTH ROAD AND A GRAVELED EAST-WEST ROAD
 GK0829'THAT RUNS EAST FROM THE INTERSECTION.  IT IS THE SAME ELEVATION
 GK0829'AS THE STATION.
 GK0829
 GK0829                          STATION RECOVERY (1973)
 GK0829
 GK0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 GK0829'THE CONCRETE POST WITH THE BRONZE DISK IN TOP WAS FOUND LYING
 GK0829'IN THE DITCH.  THE REFERENCE MARKS WERE SEARCHED FOR BUT
 GK0829'NOT FOUND.
 GK0829
 GK0829                          STATION RECOVERY (1979)
 GK0829
 GK0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GK0829'THE STATION SUB-SURFACE MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 GK0829'AND FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK, REFERENCE
 GK0829'MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED BY
 GK0829'FARMING OPERATION.  STATION SURFACE MARK, REFERENCE MARKS NO. 3 AND
 GK0829'NO. 4, AND THE AZIMUTH MARK WERE ESTABLISHED.
 GK0829'
 GK0829'REFERENCE MARK NO. 1 WILL BE DESTROYED BY THE PROPERTY OWNER IN TIME,
 GK0829'DUE TO FARMING OPERATIONS.
 GK0829'
 GK0829'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1.
 GK0829'
 GK0829'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 GK0829'
 GK0829'THE STATION IS LOCATED ABOUT 15 MILES WEST OF PERRYTON, 8.5 MILES
 GK0829'NORTH OF WAKA AND 6.5 MILES SOUTH OF THE TEXAS-OKLAHOMA STATE LINE.
 GK0829'
 GK0829'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 GK0829'HIGHWAY 15 IN PERRYTON, GO NORTH ON U.S. HIGHWAY 83 FOR 1.8 MILES
 GK0829'TO THE JUNCTION OF FARM ROAD 1267 ON THE LEFT.  TURN LEFT AND GO WEST
 GK0829'ON FARM ROAD 1267 FOR 11.7 MILES TO WHERE FARM ROAD 1267 TURNS LEFT
 GK0829'AND GOES SOUTH.  TURN LEFT AND FOLLOW FARM ROAD 1267 SOUTH FOR 2.0
 GK0829'MILES TO CROSSROADS.  TURN RIGHT AT CROSS ROADS AND 80 WEST FOR 4.0
 GK0829'MILES TO CROSS ROADS.  STATION IS 280 FEET EAST OF
 GK0829'INTERSECTION.  STATIONS MARKS ARE STANDARD DISK STAMPED WIRE 1952
 GK0829'1977.  IT IS SET IN AN IRREGULAR MAS OF CONCRETE THAT IS ABOUT 12
 GK0829'INCHES BELOW THE SURFACE OF THE GROUND, WITH A MAGNETIC PLUG IN
 GK0829'CONCRETE.  IT IS 280 FEET EAST OF THE INTERSECTION, 68.4 FEET SOUTH
 GK0829'SOUTHEAST OF A HIGH LINE POLE, 35 FEET SOUTH OF THE CENTER OF ROAD
 GK0829'AND 6 FEET SOUTH OF FENCE, IN CULTIVATED FIELD.
 GK0829'
 GK0829'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED WIRE 1952 NO 3 1977
 GK0829'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS FLUSH WITH
 GK0829'THE SURFACE OF THE GROUND.  IT IS 30 FEET NORTH OF CENTER OF ROAD AND
 GK0829'30 FEET EAST OF A HIGH LINE POLE.
 GK0829'
 GK0829'REFERENCE MARK NO. 4 IS A CAST ALUMINUM MONUMENT, ALUMINUM CAP
 GK0829'STAMPED WIRE 1952 NO 4 1977 IT IS FLUSH WITH THE GROUND.  IT IS 60
 GK0829'FEET EAST OF CENTER OF ROAD, 55 FEET NORTH OF THE CENTER OF ROAD, 13
 GK0829'FEET EAST OF AN IRON FENCE POST, 0.8 FOOT SOUTH OF A HIGH LINE POLE,
 GK0829'1.8 FEET SOUTHEAST OF A METAL WITNESS POST.
 GK0829'
 GK0829'AZIMUTH MARK IS A STANDARD DISK STAMPED WIRE 1952 1978.  SET IN THE
 GK0829'TOP OF A ROUND CONCRETE POST THAT PROJECTS ABOUT 4 INCHES.  IT IS 79
 GK0829'FEET EAST OF THE CENTER OF A FIELD ROAD, 59 FEET EAST OF THE EAST
 GK0829'END OF GATE, 50 FEET SOUTH OF CENTER OF ROAD, 1-FOOT NORTH OF THE
 GK0829'FENCE LINE AND 2 FEET EAST OF A METAL WITNESS POST.
 GK0829'
 GK0829'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST TO CROSSROADS,
 GK0829'CONTINUE STRAIGHT AHEAD WEST FOR 0.25 MILE TO MARK ON THE LEFT.
 GK0829'
 GK0829'NOTE--INTERSECTION STATION TELE-PROMPTER TRANSMISSION OF KANSAS
 GK0829'KLF 93 MAST THAT WAS USED FOR I.N.I. WAS INTERSECTED FROM THE
 GK0829'FOLLOWING STATIONS--CAMAY 1952 -- LORD 1952 AND CHIQUITO 1952 ALL
 GK0829'IN QUAD 361012.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0601 ***********************************************************************
 BN0601  DESIGNATION -  WIRTZ
 BN0601  PID         -  BN0601
 BN0601  STATE/COUNTY-  TX/LLANO
 BN0601  USGS QUAD   -  DUNMAN MOUNTAIN (1982)
 BN0601
 BN0601                         *CURRENT SURVEY CONTROL
 BN0601  ___________________________________________________________________
 BN0601* NAD 83(1993)-  30 31 10.16376(N)    098 24 35.52471(W)     ADJUSTED  
 BN0601* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 BN0601  ___________________________________________________________________
 BN0601  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 BN0601  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 BN0601
 BN0601  HORZ ORDER  -  THIRD
 BN0601
 BN0601.The horizontal coordinates were established by classical geodetic methods
 BN0601.and adjusted by the National Geodetic Survey in February 1996..
 BN0601
 BN0601.The orthometric height was scaled from a topographic map.
 BN0601
 BN0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0601
 BN0601.The geoid height was determined by GEOID03.
 BN0601
 BN0601;                    North         East     Units Scale Factor Converg.
 BN0601;SPC TX C     - 3,096,136.254   884,589.242   MT  0.99991688   +0 59 26.5
 BN0601;SPC TX C     -10,157,907.03  2,902,189.87   sFT  0.99991688   +0 59 26.5
 BN0601;UTM  14      - 3,376,499.403   556,618.575   MT  0.99963955   +0 17 58.9
 BN0601
 BN0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0601!SPC TX C     -   0.99995502  x   0.99991688  =   0.99987190
 BN0601!UTM  14      -   0.99995502  x   0.99963955  =   0.99959459
 BN0601
 BN0601|---------------------------------------------------------------------|
 BN0601| PID    Reference Object                     Distance      Geod. Az  |
 BN0601|                                                           dddmmss.s |
 BN0601| CV5256 INTER ST HWY 71 WIRTZ DAM RD         14.930 METERS 03433     |
 BN0601| CV5855 WIRTZ RM 1                            8.702 METERS 14249     |
 BN0601| CV5856 WIRTZ RM 2                            5.146 METERS 25432     |
 BN0601| CV5854 WIRTZ AZ MK                                        3045637.2 |
 BN0601|---------------------------------------------------------------------|
 BN0601
 BN0601                          SUPERSEDED SURVEY CONTROL
 BN0601
 BN0601  NAD 83(1986)-  30 31 10.17502(N)    098 24 35.51056(W) AD(       ) 3
 BN0601  NAD 27      -  30 31 09.49720(N)    098 24 34.41730(W) AD(       ) 3
 BN0601
 BN0601.Superseded values are not recommended for survey control.
 BN0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0601.See file dsdata.txt to determine how the superseded data were derived.
 BN0601
 BN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5661976499(NAD 83)
 BN0601_MARKER: DS = TRIANGULATION STATION DISK
 BN0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0601
 BN0601  HISTORY     - Date     Condition        Report By
 BN0601  HISTORY     - 1956     MONUMENTED       CGS
 BN0601
 BN0601                          STATION DESCRIPTION
 BN0601
 BN0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0601'THE STATION IS LOCATED ABOUT 9 MILES WEST-SOUTHWEST OF MARBLE
 BN0601'FALLS, 1-1/4 MILES NORTH OF THE LLANO-BLANCO COUNTY LINE, 49 FEET
 BN0601'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 71, 27 FEET SOUTH
 BN0601'OF A SIGN POST (WIRTZ DAM), 12 FEET NORTH OF A WIRE FENCE,
 BN0601'4 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST, AND ON
 BN0601'THE RIGHT-OF-WAY OF STATE HIGHWAY 71.
 BN0601'
 BN0601'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 BN0601'U.S. HIGHWAY 281 IN MARBLE FALLS, GO SOUTH ON U.S. HIGHWAY
 BN0601'281 FOR 4.7 MILES TO THE JUNCTION OF STATE HIGHWAY 71, TURN
 BN0601'RIGHT (WEST) AND FOLLOW THE HIGHWAY FOR 6.8 MILES TO A SIDE
 BN0601'ROAD ON THE RIGHT, SIGN POST WIRTZ DAM, AND THE STATION ON
 BN0601'THE LEFT AS DESCRIBED.
 BN0601'
 BN0601'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ON
 BN0601'THE HIGHWAY FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED
 BN0601'BELOW.
 BN0601'
 BN0601'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0601'WIRTZ 1956.
 BN0601'
 BN0601'REFERENCE MARK 1 IS 62 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 BN0601'AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 7
 BN0601'INCHES, AND THE DISK IS STAMPED WIRTZ NO 1 1956.
 BN0601'
 BN0601'REFERENCE MARK 2 IS 61 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 BN0601'AND 2.5 FEET NORTHEAST OF A THREE-WAY FENCE CORNER.  THE MARK
 BN0601'PROJECTS 3 INCHES, AND THE DISK IS STAMPED WIRTZ NO 2 1956.
 BN0601'
 BN0601'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 BN0601'3 FEET NORTH-NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST,
 BN0601'AND 2 FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 7 INCHES,
 BN0601'AND THE DISK IS STAMPED WIRTZ 1956.
 BN0601'
 BN0601'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2824 ***********************************************************************
 CS2824  DESIGNATION -  WISDOM
 CS2824  PID         -  CS2824
 CS2824  STATE/COUNTY-  TX/DALLAS
 CS2824  USGS QUAD   -  DUNCANVILLE (1981)
 CS2824
 CS2824                         *CURRENT SURVEY CONTROL
 CS2824  ___________________________________________________________________
 CS2824* NAD 83(1993)-  32 40 20.66720(N)    096 55 50.11192(W)     ADJUSTED  
 CS2824* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 CS2824  ___________________________________________________________________
 CS2824  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 CS2824  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CS2824
 CS2824  HORZ ORDER  -  SECOND
 CS2824
 CS2824.The horizontal coordinates were established by classical geodetic methods
 CS2824.and adjusted by the National Geodetic Survey in February 1996..
 CS2824
 CS2824.The orthometric height was scaled from a topographic map.
 CS2824
 CS2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2824
 CS2824.The geoid height was determined by GEOID03.
 CS2824
 CS2824;                    North         East     Units Scale Factor Converg.
 CS2824;SPC TXNC     - 2,112,626.145   747,185.307   MT  0.99989439   +0 51 21.4
 CS2824;SPC TXNC     - 6,931,174.28  2,451,390.46   sFT  0.99989439   +0 51 21.4
 CS2824;UTM  14      - 3,616,863.194   694,044.945   MT  1.00006432   +1 07 03.0
 CS2824
 CS2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2824!SPC TXNC     -   0.99996780  x   0.99989439  =   0.99986219
 CS2824!UTM  14      -   0.99996780  x   1.00006432  =   1.00003211
 CS2824
 CS2824|---------------------------------------------------------------------|
 CS2824| PID    Reference Object                     Distance      Geod. Az  |
 CS2824|                                                           dddmmss.s |
 CS2824| CY3154 WISDOM RM 1                          37.887 METERS 05631     |
 CS2824| CY3153 WISDOM AZ MK                                       0751412.0 |
 CS2824| CS1132 LAKELAND                            APPROX. 7.6 KM 3234558.4 |
 CS2824| CY3155 WISDOM RM 2                          34.845 METERS 33213     |
 CS2824| CS2813 NAVAL AIR STATION WATER TANK        APPROX. 7.6 KM 3382842.8 |
 CS2824|---------------------------------------------------------------------|
 CS2824
 CS2824                          SUPERSEDED SURVEY CONTROL
 CS2824
 CS2824  NAD 83(1986)-  32 40 20.67315(N)    096 55 50.09399(W) AD(       ) 2
 CS2824  NAD 27      -  32 40 20.19200(N)    096 55 49.08200(W) AD(       ) 2
 CS2824
 CS2824.Superseded values are not recommended for survey control.
 CS2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2824.See file dsdata.txt to determine how the superseded data were derived.
 CS2824
 CS2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9404516863(NAD 83)
 CS2824_MARKER: DS = TRIANGULATION STATION DISK
 CS2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2824+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 CS2824
 CS2824  HISTORY     - Date     Condition        Report By
 CS2824  HISTORY     - 1947     MONUMENTED       CGS
 CS2824  HISTORY     - 1959     GOOD             CGS
 CS2824  HISTORY     - 1963     GOOD             CGS
 CS2824  HISTORY     - 1966     GOOD             CGS
 CS2824  HISTORY     - 1980     GOOD             LOCSUR
 CS2824  HISTORY     - 20030512 GOOD             TX1730
 CS2824
 CS2824                          STATION DESCRIPTION
 CS2824
 CS2824'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2824'STATION IS ABOUT 8-1/2 MILES SOUTHWEST OF DALLAS, 6-1/2
 CS2824'MILES SOUTHEAST OF GRAND PRAIRIE AND 3 MILES NORTHWEST OF
 CS2824'DUNCANVILLE.  STATION IS ON A FAIRLY LEVEL HIGH FLAT RIDGE
 CS2824'AND IS ON GROUNDS OF BOY SCOUTS OF AMERICA.  CAMP WISDOM.
 CS2824'
 CS2824'STATION IS 90 FEET SOUTH OF APPROXIMATE CENTERLINE OF CAMP
 CS2824'DRIVEWAY, 11 FEET NORTH OF FENCE AND 10.7 FEET NORTH OF
 CS2824'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 CS2824'THE DISK IS STAMPED WISDOM 1947
 CS2824'
 CS2824'REFERENCE MARK NO. 1 IS 124.30 FEET NORTHEAST OF STATION,
 CS2824'34 FEET SOUTH OF APPROXIMATE CENTERLINE OF CAMP DRIVEWAY
 CS2824'AND 3 FEET WEST OF A POWER LINE POLE.  THE MARK PROJECTS
 CS2824'ABOUT 3 INCHES AND THE DISK IS STAMPED WISDOM NO. 1 1947.
 CS2824'
 CS2824'REFERENCE MARK NO. 2 IS 114.36 FEET NORTH NORTHWEST OF STATION,
 CS2824'16 FEET NORTH OF THE APPROXIMATE CENTERLINE OF CAMP DRIVEWAY,
 CS2824'14 FEET SOUTHEAST OF POWER LINE POLE AND 0.8 FEET SOUTH
 CS2824'OF YARD FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 CS2824'DISK IS STAMPED WISDOM NO. 2 1947.
 CS2824'
 CS2824'AZIMUTH MARK IS 0.15 MILE EAST OF STATION, 84 FEET WEST
 CS2824'OF INTERSECTION OF GRAVEL ROAD AND CAMP WISDOM DRIVEWAY,
 CS2824'23 FEET NORTH OF CAMP DRIVEWAY, 5.5 FEET SOUTH OF A FENCE
 CS2824'AND 5.1 FEET WEST OF WHITE WITNESS POST.  THE MARK PROJECTS
 CS2824'ABOUT 2 INCHES AND THE DISK IS STAMPED WISDOM 1947.
 CS2824'
 CS2824'TO REACH STATION FROM CITY ROADSIDE PARK IN TOWN OF DUNCANVILLE,
 CS2824'GO NORTH ON HARDSURFACED ROAD FOR 0.7 MILE TO A CROSSROAD.
 CS2824'TURN LEFT ON GRAVEL ROAD AND GO WEST ACROSS RAILROAD TRACKS
 CS2824'FOR 1.0 MILE.  FOLLOW CURVE AROUND TO RIGHT AND GO NORTH
 CS2824'0.75 MILE TO ENTRANCE OF BOY SCOUTS OF AMERICA CAMP WISDOM
 CS2824'ON LEFT.  TURN LEFT AND GO WEST ABOUT 85 FEET TO AZIMUTH
 CS2824'ON RIGHT OR NORTH OF DRIVEWAY AS DESCRIBED.  CONTINUE WEST
 CS2824'FOR 0.15 MILE TO STATION ON LEFT OR SOUTH OF DRIVEWAY AS
 CS2824'DESCRIBED.
 CS2824'
 CS2824'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2824
 CS2824                          STATION RECOVERY (1959)
 CS2824
 CS2824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2824'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 CS2824'MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO
 CS2824'REACH THE STATION SITE, GO NORTH UP TO CAMP WISDOM ROAD
 CS2824'ON DUNCANVILLE ROAD.  TAKE CAMP WISDOM ROAD (WEST) TO CEDAR
 CS2824'RIDGE DRIVE.  THENCE NORTH ON CEDAR RIDGE DRIVE TO RED BIRD
 CS2824'LANE.  THENCE WEST ON RED BIRD LANE TO ENTRANCE TO SCOUT
 CS2824'CAMP ON LEFT.
 CS2824
 CS2824                          STATION RECOVERY (1963)
 CS2824
 CS2824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2824'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CS2824'MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 CS2824'IS ADEQUATE FOR RECOVERY EXCEPT FOR THE TO REACH.  ADDITIONAL
 CS2824'MEASUREMENTS FOR RECOVERY AND TO REACH THE STATION IS AS
 CS2824'FOLLOWS--THE STATION MARK IS ABOUT 150 YARDS SOUTH OF TWO
 CS2824'METAL BUILDINGS, 104 FEET NORTH OF A FENCE, 107 FEET SOUTHEAST
 CS2824'OF A POWERLINE POLE, AND 90 FEET SOUTH OF THE NARROW ROCK ROAD.
 CS2824'REFERENCE MARK NO. 2 IS ABOUT 75 FEET SOUTHWEST OF A
 CS2824'CONCRETE FOUNDATION AND 60 FEET NORTHEAST OF A POWERLINE
 CS2824'POLE.  REFERENCE MARK NO. 1 IS AS DESCRIBED.  THE AZIMUTH
 CS2824'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30
 CS2824'FEET NORTHEAST OF A CATTLE GUARD, AND 1 FOOT WEST OF A
 CS2824'METAL WITNESS POST.
 CS2824'
 CS2824'TO REACH THE STATION FROM MAIN STREET AND DAVIS ROAD IN
 CS2824'DUNCANVILLE, GO NORTH 0.5 MILE TO CAMP WISDOM ROAD.  TURN
 CS2824'LEFT, GO 1.1 MILES TO CEDAR RIDGE DRIVE.  TURN RIGHT, GO
 CS2824'1.0 MILE TO RED BIRD LANE.  TURN LEFT, GO 0.4 MILE TO THE
 CS2824'ENTRANCE OF WISDOM CAMP (BOY SCOUTS CAMP).  TURN LEFT AND
 CS2824'FOLLOW THE DRIVEWAY FOR 0.15 MILE TO A TRACK ROAD ON THE
 CS2824'LEFT, JUST AFTER PASSING HOUSE ON THE RIGHT.  TURN LEFT
 CS2824'AND FOLLOW THE TRACK ROAD FOR 0.1 MILE TO A NARROW ROCK
 CS2824'ROAD AND THE STATION SITE.
 CS2824
 CS2824                          STATION RECOVERY (1966)
 CS2824
 CS2824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WSS)
 CS2824'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 CS2824'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 CS2824'CONDITION.  THE DIRECTIONS TO ALL MARKS WERE VERIFIED, AS
 CS2824'WAS THE DISTANCE TO REFERENCE MARK NO. 1, BUT THE DISTANCE
 CS2824'TO REFERENCE MARK NO. 2 WAS FOUND TO BE 13 MILLIMETERS SHORTER
 CS2824'THAN THE DISTANCE GIVEN IN THE ORIGINAL DESCRIPTION.  A
 CS2824'NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS2824'
 CS2824'THE STATION IS LOCATED AT THE CAMP WISDOM BOY SCOUTS CAMP,
 CS2824'ABOUT 3.2 MILES SOUTH-SOUTHWEST OF KENWOOD, 2.6 MILES EAST
 CS2824'OF MOUNTAIN CREEK AND 1.9 MILES NORTHWEST OF DUNCANVILLE.
 CS2824'
 CS2824'TO REACH THE STATION FROM THE CITY HALL IN DUNCANVILLE,
 CS2824'GO NORTH ON MAIN STREET FOR 0.75 MILE TO CAMP WISDOM ROAD.
 CS2824'TURN LEFT AND GO WEST ON CAMP WISDOM ROAD FOR 1.1 MILES TO
 CS2824'CEDAR RIDGE DRIVE.  TURN RIGHT AND GO NORTHERLY ON CEDAR
 CS2824'RIDGE DRIVE FOR 1.0 MILE TO BOW CREEK DRIVE.  TURN LEFT
 CS2824'AND GO WEST ON BOW CREEK DRIVE FOR 0.4 MILE TO THE CAMP
 CS2824'WISDOM BOY SCOUT CAMP.  TURN LEFT AND GO SOUTH ON A PAVED
 CS2824'ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST
 CS2824'ALONG A GRAVELED ROAD FOR 0.05 MILE TO AN INTERSECTION WITH
 CS2824'A TRACK ROAD AND THE STATION ON THE RIGHT.
 CS2824'
 CS2824'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, CONTINUE
 CS2824'EAST ALONG THE GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON
 CS2824'THE LEFT.
 CS2824'
 CS2824'THE STATION MARK IS A STANDARD DISK, STAMPED WISDOM 1947,
 CS2824'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CS2824'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 106 FEET
 CS2824'NORTH OF A FENCE AROUND A RIFLE RANGE, 97 FEET SOUTH OF
 CS2824'THE CENTER OF THE GRAVELED ROAD AND 56 FEET SOUTHWEST OF
 CS2824'THE CENTER OF THE TRACK ROAD.
 CS2824'
 CS2824'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED WISDOM
 CS2824'NO. 1 1947, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CS2824'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT
 CS2824'THE SAME ELEVATION AS THE STATION MARK, 37 FEET SOUTH OF
 CS2824'THE CENTER OF THE GRAVELED ROAD AND 3 FEET WEST OF A POWERLINE
 CS2824'POLE.
 CS2824'
 CS2824'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED WISDOM
 CS2824'NO. 2 1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 CS2824'THAT PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CS2824'IT IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION MARK,
 CS2824'79 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 10-FOOT BY
 CS2824'12-FOOT CONCRETE FOUNDATION, 20 FEET NORTH OF THE INTERSECTION
 CS2824'OF THE GRAVELED ROAD AND THE TRACK ROAD, AND 18 FEET NORTH
 CS2824'OF THE CENTER OF THE TRACK ROAD.
 CS2824'
 CS2824'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WISDOM 1947,
 CS2824'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 CS2824'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 84 FEET WEST
 CS2824'OF A CROSSROAD, 35 FEET NORTH OF THE CENTER OF A CATTLE
 CS2824'GUARD, 23 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 CS2824'AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 CS2824'
 CS2824'HEIGHT OF LIGHT ABOVE STATION MARK 37 FEET.
 CS2824'
 CS2824'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES
 CS2824'NORTHWEST OF DUNCANVILLE
 CS2824
 CS2824                          STATION RECOVERY (1980)
 CS2824
 CS2824'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2824'WISDOM 1947 RECOVERED GOOD - DESCRIPTION ADEQUATE FOR RECOVERY.
 CS2824'
 CS2824'WISDOM NO 1 1947 RECOVERED GOOD - DESCRIPTION ADEQUATE FOR
 CS2824'RECOVERY.
 CS2824'
 CS2824'WISDOM NO 2 1947 RECOVERED GOOD - DESCRIPTION ADEQUATE FOR
 CS2824'RECOVERY.
 CS2824'
 CS2824'WISDOM 1947 AZIMUTH MARK GOOD-DESCRIPTION ADEQUATE (CANNOT SEE AZI.
 CS2824'MK FROM STA BECAUSE OF HEAVY GROWTH BETWEEN).
 CS2824'
 CS2824'MARK IS ALMOST USELESS WITHOUT A TOWER.
 CS2824'
 CS2824'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST OF
 CS2824'DUCANVILLE, TEXAS.
 CS2824
 CS2824                          STATION RECOVERY (2003)
 CS2824
 CS2824'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS2824'STATION IS 142 FEET EAST OF A CELL PHONE ANTENNA AT THE CAMP WISDOM
 CS2824'BOY SCOUT RANCH, RED BIRD LANE AND CEDAR RIDGE DRIVE. REFERENCE MARKS
 CS2824'1 AND 2 ALONG WITH AZIMUTH MARK ALSO FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6216 ***********************************************************************
 AW6216  DESIGNATION -  WISE
 AW6216  PID         -  AW6216
 AW6216  STATE/COUNTY-  TX/LIBERTY
 AW6216  USGS QUAD   -  SHEEKS (1993)
 AW6216
 AW6216                         *CURRENT SURVEY CONTROL
 AW6216  ___________________________________________________________________
 AW6216* NAD 83(1993)-  29 55 50.82146(N)    094 54 55.10937(W)     ADJUSTED  
 AW6216* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 AW6216  ___________________________________________________________________
 AW6216  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AW6216  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW6216
 AW6216  HORZ ORDER  -  SECOND
 AW6216
 AW6216.The horizontal coordinates were established by classical geodetic methods
 AW6216.and adjusted by the National Geodetic Survey in February 1996..
 AW6216
 AW6216.The orthometric height was scaled from a topographic map.
 AW6216
 AW6216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6216
 AW6216.The geoid height was determined by GEOID03.
 AW6216
 AW6216;                    North         East     Units Scale Factor Converg.
 AW6216;SPC TX C     - 3,042,017.776 1,222,949.350   MT  1.00005481   +2 47 26.2
 AW6216;SPC TX C     - 9,980,353.32  4,012,292.99   sFT  1.00005481   +2 47 26.2
 AW6216;SPC TXSC     - 4,239,342.922   994,277.094   MT  0.99991716   +2 00 04.1
 AW6216;SPC TXSC     -13,908,577.57  3,262,057.43   sFT  0.99991716   +2 00 04.1
 AW6216;UTM  15      - 3,312,657.799   315,127.486   MT  1.00002170   -0 57 21.3
 AW6216
 AW6216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6216!SPC TX C     -   1.00000179  x   1.00005481  =   1.00005660
 AW6216!SPC TXSC     -   1.00000179  x   0.99991716  =   0.99991895
 AW6216!UTM  15      -   1.00000179  x   1.00002170  =   1.00002349
 AW6216
 AW6216:                Primary Azimuth Mark                     Grid Az
 AW6216:SPC TX C     -  WISE AZ MK                               074 00 37.1
 AW6216:SPC TXSC     -  WISE AZ MK                               074 47 59.2
 AW6216:UTM  15      -  WISE AZ MK                               077 45 24.6
 AW6216
 AW6216|---------------------------------------------------------------------|
 AW6216| PID    Reference Object                     Distance      Geod. Az  |
 AW6216|                                                           dddmmss.s |
 AW6216| CV9537 WISE AZ MK                                         0764803.3 |
 AW6216| CV9538 WISE RM 1                            16.632 METERS 09534     |
 AW6216| AW6217 WISE 2                               29.260 METERS 14126     |
 AW6216| AW6212 MONT BELVIEU MUNICIPAL TANK         APPROX. 9.0 KM 1661408.5 |
 AW6216| CV9539 WISE RM 2                            33.116 METERS 19026     |
 AW6216| AW6218 WISE 2 1970 RM 3                     33.119 METERS 19030     |
 AW6216| BL2122 DAYTON TRANSCON PIPELINE MAST       APPROX. 9.7 KM 3343417.8 |
 AW6216|---------------------------------------------------------------------|
 AW6216
 AW6216                          SUPERSEDED SURVEY CONTROL
 AW6216
 AW6216  NAD 83(1986)-  29 55 50.83775(N)    094 54 55.09166(W) AD(       ) 2
 AW6216  NAD 27      -  29 55 50.04567(N)    094 54 54.36246(W) AD(       ) 2
 AW6216
 AW6216.Superseded values are not recommended for survey control.
 AW6216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6216.See file dsdata.txt to determine how the superseded data were derived.
 AW6216
 AW6216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1512712658(NAD 83)
 AW6216_MARKER: DS = TRIANGULATION STATION DISK
 AW6216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6216
 AW6216  HISTORY     - Date     Condition        Report By
 AW6216  HISTORY     - 1952     MONUMENTED       CGS
 AW6216  HISTORY     - 1969     GOOD             LOCENG
 AW6216  HISTORY     - 1970     GOOD             CITGO
 AW6216  HISTORY     - 1970     GOOD             NGS
 AW6216
 AW6216                          STATION DESCRIPTION
 AW6216
 AW6216'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6216'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH-SOUTHWEST OF
 AW6216'DAYTON AND ABOUT 6.0 MILES NORTH-NORTHWEST OF MONT BELVIEU NEAR
 AW6216'THE NORTHEAST CORNER OF A PASTURE JUST EAST OF AN IRRIGATION
 AW6216'CANAL, 59 FEET WEST OF THE WEST RAIL OF RAILROAD TRACK, 34
 AW6216'FEET NORTH OF THE CENTER OF A TRACK ROAD, 25 FEET SOUTHWEST
 AW6216'OF A FENCE CORNER AND 6 FEET SOUTHEAST OF A WITNESS POST.  IT
 AW6216'IS STAMPED WISE 1951 AND PROJECTS 3 INCHES.
 AW6216'
 AW6216'REFERENCE MARK NO. 1 IS ON THE RAILROAD RIGHT-OF-WAY, 21
 AW6216'FEET NORTH OF THE CENTER OF A TRACK ROAD AND 6 FEET WEST OF
 AW6216'THE WEST RAIL OF RAILROAD TRACK.  IT IS STAMPED WISE NO 1
 AW6216'1951 AND IS FLUSH WITH THE GROUND SURFACE.
 AW6216'
 AW6216'REFERENCE MARK NO. 2 IS ON THE EAST BANK OF AN IRRIGATION CANAL,
 AW6216'10 FEET WEST OF THE CENTER OF A TRACK ROAD.  IT IS STAMPED WISE
 AW6216'NO 2 1951 AND PROJECTS 2 INCHES.
 AW6216'
 AW6216'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 125.66 FEET.
 AW6216'
 AW6216'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 AW6216'IN THE EAST HEADWALL OF A CONCRETE CULVERT, 22 FEET EAST OF THE
 AW6216'CENTER OF STATE HIGHWAY 146.  IT IS STAMPED WISE 1951.
 AW6216'
 AW6216'TO REACH THE STATION FROM THE POST OFFICE IN DAYTON, GO SOUTH
 AW6216'FOR 0.1 MILE TO U.S. HIGHWAY 90 AND STATE HIGHWAY 146, TURN
 AW6216'RIGHT AND GO WEST FOR 0.4 MILE TO JUNCTION OF THESE HIGHWAYS,
 AW6216'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 146 FOR 7.4 MILES TO
 AW6216'A T ROAD RIGHT.  (CONTINUE SOUTH FOR 0.25 MILE TO AZIMUTH MARK
 AW6216'ON LEFT AS DESCRIBED.) TURN RIGHT AND GO WEST AND SOUTHWEST
 AW6216'ON DIRT ROAD FOR 0.85 MILE TO A WOODEN GATE ON RIGHT, TURN
 AW6216'RIGHT THROUGH GATE, CROSS RAILROAD TRACK AND STATION IS
 AW6216'JUST NORTH AS DESCRIBED.
 AW6216'
 AW6216'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW6216
 AW6216                          STATION RECOVERY (1969)
 AW6216
 AW6216'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (WM)
 AW6216'RECOVERED BY EDMINSTER-HINSHAW ENGRS.
 AW6216'
 AW6216'WISE 1952-STATION WAS FOUND IN GOOD CONDITION, THE WITNESS POST
 AW6216'HAS BEEN DESTROYED, THE STATION 25 FT NORTHWEST OF A FENCE CORNER
 AW6216'RATHER THAN SOUTHWEST AS NOW STATED IN DESCRIPTION.  REF.
 AW6216'MARKS WERE FOUND IN GOOD CONDITION, THEIR DESCRIPTIONS ARE
 AW6216'ADEQUATE.  THE AZIMUTH MARK HAS APPARENTLY BEEN DESTROYED DUE
 AW6216'TO RECENT IMPROVEMENTS ON HWY. 146.  THE CONCRETE HEADWALL
 AW6216'WAS FOUND, BUT APPEARS TO HAVE BEEN RE-BUILT THUS DESTROYING
 AW6216'AZ.  MARK.
 AW6216
 AW6216                          STATION RECOVERY (1970)
 AW6216
 AW6216'RECOVERY NOTE BY CITIES SERVICE COMPANY 1970 (MLB)
 AW6216'WISE 1951-EXCELLENT
 AW6216'
 AW6216'THIS MONUMENT WILL PROBABLY BE DESTROYED BY PIPELINE CONSTRUCTION
 AW6216'DURING THE LAST PART OF JUNE OR FIRST PART OF JULY.  SUGGEST
 AW6216'MOVING EAST OF RAILROAD.
 AW6216
 AW6216                          STATION RECOVERY (1970)
 AW6216
 AW6216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AW6216'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 AW6216'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2
 AW6216'AND AZIMUTH MARK WERE FOUND TO BE DESTROYED.  DUE TO A PIPELINE
 AW6216'TO BE LAYED AT THE SITE OF STATION MARK THE STATION WILL
 AW6216'BE DESTROYED IN THE NEAR FUTURE.  A TRIANGULATION STATION
 AW6216'WISE 2 WAS SET IN THE NEAR VICINITY AND ITS POSITION DETERMINED
 AW6216'BY TRAVERSE.  DISTANCE BEING 29.238 METERS (95.93 FEET)
 AW6216'SOUTHEAST FROM WISE TO WISE 2.
 AW6216'
 AW6216'THE STATION MARK OR REFERENCE MARK NO. 1 WERE NOT DISTURBED
 AW6216'BY THIS PARTY.  THE SURFACE AND UNDER GROUND STATION MARK WILL
 AW6216'PROBABLY BE DESTROYED WHEN THE PIPE LINE IS LAYED.  REFERENCE
 AW6216'MARK NO. 1 IS NOT IN THE CONSTRUCTION AREA.  IT WAS USED
 AW6216'TO SERVE AS A REFERENCE MARK TO STATION WISE 2.
 AW6216'
 AW6216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 AW6216'NORTH OF MONT BELIEU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1500 ***********************************************************************
 DN1500  DESIGNATION -  WISE
 DN1500  PID         -  DN1500
 DN1500  STATE/COUNTY-  TX/WISE
 DN1500  USGS QUAD   -  SMYRNA (1978)
 DN1500
 DN1500                         *CURRENT SURVEY CONTROL
 DN1500  ___________________________________________________________________
 DN1500* NAD 83(1993)-  33 26 00.94396(N)    097 41 05.77951(W)     ADJUSTED  
 DN1500* NAVD 88     -       313.1    (meters)    1027.     (feet)  VERTCON   
 DN1500  ___________________________________________________________________
 DN1500  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DN1500  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DN1500
 DN1500  HORZ ORDER  -  THIRD
 DN1500
 DN1500.The horizontal coordinates were established by classical geodetic methods
 DN1500.and adjusted by the National Geodetic Survey in February 1996..
 DN1500
 DN1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1500
 DN1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1500
 DN1500.The geoid height was determined by GEOID03.
 DN1500
 DN1500;                    North         East     Units Scale Factor Converg.
 DN1500;SPC TXNC     - 2,196,230.439   675,786.605   MT  0.99989477   +0 26 40.3
 DN1500;SPC TXNC     - 7,205,466.03  2,217,143.22   sFT  0.99989477   +0 26 40.3
 DN1500;UTM  14      - 3,700,130.112   622,247.391   MT  0.99978425   +0 43 28.7
 DN1500
 DN1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1500!SPC TXNC     -   0.99995506  x   0.99989477  =   0.99984983
 DN1500!UTM  14      -   0.99995506  x   0.99978425  =   0.99973931
 DN1500
 DN1500                          SUPERSEDED SURVEY CONTROL
 DN1500
 DN1500  NAD 83(1993)-  33 26 00.94562(N)    097 41 05.77367(W) AD(       ) 3
 DN1500  NAD 83(1986)-  33 26 00.94842(N)    097 41 05.76616(W) AD(       ) 3
 DN1500  NGVD 29 (07/26/91)  313.0    (m)         1027.     (f) VERT ANG       
 DN1500
 DN1500.Superseded values are not recommended for survey control.
 DN1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1500.See file dsdata.txt to determine how the superseded data were derived.
 DN1500
 DN1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2224700130(NAD 83)
 DN1500_MARKER: DS = TRIANGULATION STATION DISK
 DN1500_SETTING: 0 = UNSPECIFIED SETTING
 DN1500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1500
 DN1500  HISTORY     - Date     Condition        Report By
 DN1500  HISTORY     - 1958     MONUMENTED       USGS
 DN1500
 DN1500                          STATION DESCRIPTION
 DN1500
 DN1500'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1500'STATION IS LOCATED ABOUT 5.2 MI. (AIRLINE) N-NE. OF ALVORD, WISE
 DN1500'COUNTY, TEXAS.  STATION IS LOCATED ON THE SW. TIP OF A RIDGE, IN A
 DN1500'CLEARING, AND 60 FT. SE. OF A TRACK RD.
 DN1500'
 DN1500'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST, PROJECTING
 DN1500'0.3 FT., STAMPED---WISE-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6217 ***********************************************************************
 AW6217  HT_MOD      -  This is a Height Modernization Survey Station.
 AW6217  DESIGNATION -  WISE 2
 AW6217  PID         -  AW6217
 AW6217  STATE/COUNTY-  TX/LIBERTY
 AW6217  USGS QUAD   -  SHEEKS (1993)
 AW6217
 AW6217                         *CURRENT SURVEY CONTROL
 AW6217  ___________________________________________________________________
 AW6217* NAD 83(1993)-  29 55 50.07852(N)    094 54 54.42920(W)     ADJUSTED  
 AW6217* NAVD 88     -        16.72   (meters)      54.9    (feet)  GPS OBS   
 AW6217  ___________________________________________________________________
 AW6217  X           -    -473,988.667 (meters)                     COMP
 AW6217  Y           -  -5,511,748.163 (meters)                     COMP
 AW6217  Z           -   3,163,701.493 (meters)                     COMP
 AW6217  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AW6217  ELLIP HEIGHT-         -10.63  (meters)          (12/03/01) GPS OBS
 AW6217  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW6217
 AW6217  HORZ ORDER  -  FIRST
 AW6217  ELLP ORDER  -  FOURTH    CLASS II
 AW6217
 AW6217.The horizontal coordinates were established by GPS observations
 AW6217.and adjusted by the National Geodetic Survey in December 2001..
 AW6217
 AW6217.The orthometric height was determined by GPS observations and a
 AW6217.high-resolution geoid model using precise GPS observation and
 AW6217.processing techniques.
 AW6217
 AW6217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW6217
 AW6217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6217
 AW6217.The ellipsoidal height was determined by GPS observations
 AW6217.and is referenced to NAD 83.
 AW6217
 AW6217.The geoid height was determined by GEOID03.
 AW6217
 AW6217;                    North         East     Units Scale Factor Converg.
 AW6217;SPC TX C     - 3,041,995.813 1,222,968.686   MT  1.00005487   +2 47 26.5
 AW6217;SPC TX C     - 9,980,281.26  4,012,356.43   sFT  1.00005487   +2 47 26.5
 AW6217;SPC TXSC     - 4,239,320.698   994,296.122   MT  0.99991713   +2 00 04.4
 AW6217;SPC TXSC     -13,908,504.66  3,262,119.86   sFT  0.99991713   +2 00 04.4
 AW6217;UTM  15      - 3,312,634.621   315,145.345   MT  1.00002161   -0 57 21.0
 AW6217
 AW6217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6217!SPC TX C     -   1.00000167  x   1.00005487  =   1.00005654
 AW6217!SPC TXSC     -   1.00000167  x   0.99991713  =   0.99991880
 AW6217!UTM  15      -   1.00000167  x   1.00002161  =   1.00002328
 AW6217
 AW6217|---------------------------------------------------------------------|
 AW6217| PID    Reference Object                     Distance      Geod. Az  |
 AW6217|                                                           dddmmss.s |
 AW6217| AW6218 WISE 2 1970 RM 3                     26.140 METERS 24815     |
 AW6217| AW6216 WISE                                 29.260 METERS 32126     |
 AW6217| CV9538 WISE RM 1                            21.298 METERS 35526     |
 AW6217|---------------------------------------------------------------------|
 AW6217
 AW6217                          SUPERSEDED SURVEY CONTROL
 AW6217
 AW6217  NAD 83(1993)-  29 55 50.07957(N)    094 54 54.42897(W) AD(       ) 2
 AW6217  NAD 83(1986)-  29 55 50.09588(N)    094 54 54.41127(W) AD(       ) 2
 AW6217  NAD 27      -  29 55 49.30360(N)    094 54 53.68231(W) AD(       ) 2
 AW6217
 AW6217.Superseded values are not recommended for survey control.
 AW6217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6217.See file dsdata.txt to determine how the superseded data were derived.
 AW6217
 AW6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1514512635(NAD 83)
 AW6217_MARKER: DS = TRIANGULATION STATION DISK
 AW6217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6217
 AW6217  HISTORY     - Date     Condition        Report By
 AW6217  HISTORY     - 1970     MONUMENTED       NGS
 AW6217  HISTORY     - 1976     GOOD             NGS
 AW6217
 AW6217                          STATION DESCRIPTION
 AW6217
 AW6217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AW6217'THE STATION IS ABOUT 7.5 MILES SOUTH-SOUTHWEST OF DAYTON, 6 MILES
 AW6217'NORTH OF MONT BELVIEU, ALONG THE WEST RIGHT-OF-WAY OF RAILROAD
 AW6217'PROPERTY.
 AW6217'
 AW6217'TO REACH STATION FROM THE POST OFFICE IN DAYTON, GO SOUTH 0.05 MILE
 AW6217'ON CHURCH STREET TO U. S. HIGHWAY 90, TURN RIGHT, WEST, GO 0.4 MILE
 AW6217'ALONG U. S. HIGHWAY 90 TO THE JUNCTION OF STATE HIGHWAY 146.  TURN
 AW6217'LEFT, SOUTH, GO 7.45 MILES ALONG STATE HIGHWAY 146 TO A SIDE ROAD
 AW6217'ON THE RIGHT.  TURN RIGHT, WEST, GO 0.85 MILE ALONG A NARROW ROAD
 AW6217'TO A RAILROAD CROSSING AND THE STATION.
 AW6217'
 AW6217'STATION MARKS ARE STANDARD DISKS, STAMPED WISE 2 1970.  THE SURFACE
 AW6217'DISK IS SET IN A 12 INCH X 12 INCH CONCRETE POST FLUSH WITH THE
 AW6217'SURFACE OF GROUND.  IT IS 7.5 FEET WEST OF THE WEST RAILROAD TRACK,
 AW6217'46.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 3.7 FEET EAST
 AW6217'OF A METAL WITNESS POST.  THE UNDER GROUND DISK IS SET IN AN
 AW6217'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 AW6217'GROUND.
 AW6217'
 AW6217'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED WISE NO 1 1951, IS
 AW6217'SET IN A 10 INCH X 10 INCH CONCRETE POST FLUSH WITH THE SURFACE OF
 AW6217'GROUND.  IT IS 7.0 FEET WEST OF THE WEST RAILROAD TRACK, AND 24
 AW6217'FEET NORTH OF THE CENTER LINE OF ROAD.
 AW6217'
 AW6217'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED WISE 2 NO 3 1970,
 AW6217'IS SET IN A 12 INCH X 12 INCH CONCRETE POST FLUSH WITH THE SURFACE
 AW6217'OF GROUND.  IT IS 93 FEET WEST OF THE WEST RAILROAD TRACK, 57 FEET
 AW6217'SOUTH OF THE CENTER OF A WOODEN GATE, 5 FEET EAST OF A FENCE, 12
 AW6217'FEET WEST OF THE CENTER OF DIRT ROAD, AND 3.2 FEET EAST OF A METAL
 AW6217'WITNESS POST.
 AW6217'
 AW6217'NOTE--NO AZIMUTH MARK WAS SET AS NO OBJECTS WERE VISIBLE FROM THE
 AW6217'GROUND TO DETERMINE AN AZIMUTH.
 AW6217
 AW6217                          STATION RECOVERY (1976)
 AW6217
 AW6217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AW6217'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 3 WERE RECOVERED AND
 AW6217'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 AW6217'REFERENCE MARKS WERE VERIFIED.
 AW6217'
 AW6217'POLARIS WAS OBSERVED AT THIS TIME, A LIGHT ON A MAST WAS USED FOR
 AW6217'THE DIRECTION, AND THE UNIDENTIFIED RADIO MAST USED IN 1970, WHEN
 AW6217'WISE 2 WAS ESTABLISHED WAS OBSERVED ON AGAIN.
 AW6217'
 AW6217'THE 1970 DESCRIPTION AND TO REACH IS ADEQUATE.
 AW6217'
 AW6217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DAYTON 7-1/2 MILES
 AW6217'SSW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1387 ***********************************************************************
 CR1387  PACS        -  This is a Primary Airport Control Station.
 CR1387  DESIGNATION -  WISEPORT
 CR1387  PID         -  CR1387
 CR1387  STATE/COUNTY-  TX/WOOD
 CR1387  USGS QUAD   -  GOLDEN (1981)
 CR1387
 CR1387                         *CURRENT SURVEY CONTROL
 CR1387  ___________________________________________________________________
 CR1387* NAD 83(1993)-  32 40 24.10559(N)    095 30 38.44840(W)     ADJUSTED  
 CR1387* NAVD 88     -       123.47   (meters)     405.1    (feet)  GPS OBS   
 CR1387  ___________________________________________________________________
 CR1387  X           -    -516,091.328 (meters)                     COMP
 CR1387  Y           -  -5,349,361.498 (meters)                     COMP
 CR1387  Z           -   3,423,574.627 (meters)                     COMP
 CR1387  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CR1387  ELLIP HEIGHT-          97.35  (meters)          (10/24/00) GPS OBS
 CR1387  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR1387
 CR1387  HORZ ORDER  -  B
 CR1387  ELLP ORDER  -  FOURTH    CLASS II
 CR1387
 CR1387.This mark is at Mineola Wisener Fld (3F9) Airport (3F9)
 CR1387
 CR1387.The horizontal coordinates were established by GPS observations
 CR1387.and adjusted by the National Geodetic Survey in February 1996..
 CR1387
 CR1387.The orthometric height was determined by GPS observations and a
 CR1387.high-resolution geoid model.
 CR1387
 CR1387.GPS derived orthometric heights for airport stations designated as
 CR1387.PACS or SACS are published to 2 decimal places.  This maintains
 CR1387.centimeter relative accuracy between the PACS and SACS.  It does
 CR1387.not indicate centimeter accuracy relative to other marks which are
 CR1387.part of the NAVD 88 network.
 CR1387
 CR1387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1387
 CR1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1387
 CR1387.The ellipsoidal height was determined by GPS observations
 CR1387.and is referenced to NAD 83.
 CR1387
 CR1387.The geoid height was determined by GEOID03.
 CR1387
 CR1387;                    North         East     Units Scale Factor Converg.
 CR1387;SPC TXNC     - 2,115,621.146   880,318.902   MT  0.99989428   +1 37 49.3
 CR1387;SPC TXNC     - 6,941,000.38  2,888,179.60   sFT  0.99989428   +1 37 49.3
 CR1387;UTM  15      - 3,617,862.590   264,570.666   MT  1.00028351   -1 21 21.6
 CR1387
 CR1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1387!SPC TXNC     -   0.99998472  x   0.99989428  =   0.99987900
 CR1387!UTM  15      -   0.99998472  x   1.00028351  =   1.00026822
 CR1387
 CR1387:                Primary Azimuth Mark                     Grid Az
 CR1387:SPC TXNC     -  WISEPORT AZ MK                           359 32 06.1
 CR1387:UTM  15      -  WISEPORT AZ MK                           002 31 17.0
 CR1387
 CR1387|---------------------------------------------------------------------|
 CR1387| PID    Reference Object                     Distance      Geod. Az  |
 CR1387|                                                           dddmmss.s |
 CR1387| CR1388 WISEPORT AZ MK                      447.397 METERS 0010955.4 |
 CR1387|---------------------------------------------------------------------|
 CR1387
 CR1387                          SUPERSEDED SURVEY CONTROL
 CR1387
 CR1387  ELLIP H (02/20/96)   97.38   (m)                       GP(       ) 1 1
 CR1387  NAD 83(1993)-  32 40 24.11083(N)    095 30 38.44694(W) AD(       ) 3
 CR1387  ELLIP H (02/16/96)   97.43   (m)                       GP(       ) 5 1
 CR1387  ELLIP H (01/21/93)   97.19   (m)                       GP(       ) 4 2
 CR1387  NAD 83(1986)-  32 40 24.11395(N)    095 30 38.43029(W) AD(       ) 3
 CR1387  NAD 27      -  32 40 23.61795(N)    095 30 37.58673(W) AD(       ) 3
 CR1387  NGVD 29 (12/08/88)  123.5    (m)          405.     (f) GPS OBS        
 CR1387
 CR1387.Superseded values are not recommended for survey control.
 CR1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1387.See file dsdata.txt to determine how the superseded data were derived.
 CR1387
 CR1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6457117863(NAD 83)
 CR1387_MARKER: I = METAL ROD
 CR1387_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1387_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1387_STAMPING: WISEPORT 1987
 CR1387_MARK LOGO: NGS   
 CR1387_PROJECTION: FLUSH
 CR1387_MAGNETIC: I = MARKER IS A STEEL ROD
 CR1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1387+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 CR1387_ROD/PIPE-DEPTH: 2.8. meters
 CR1387_SLEEVE-DEPTH  : 0.90 meters
 CR1387
 CR1387  HISTORY     - Date     Condition        Report By
 CR1387  HISTORY     - 1987     MONUMENTED       NGS
 CR1387  HISTORY     - 19880129 GOOD
 CR1387  HISTORY     - 19941129 GOOD             NGS
 CR1387  HISTORY     - 19950809 GOOD             USPSQD
 CR1387
 CR1387                          STATION DESCRIPTION
 CR1387
 CR1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1387'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF MINEOLA AT
 CR1387'THE MINEOLA-WISENER AIRPORT.  OWNERSHIP-- ROBERT H. WISENER 162
 CR1387'CIRCLE DRIVE, MINEOLA TX 75773. HOME TELEPHONE NUMBER
 CR1387'214-569-5275,AIRPORT NUMBER 214-569-9527.
 CR1387'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 69 IN
 CR1387'MINEOLA.  GO WEST ON HIGHWAY 80 FOR 1.3 KM (0.80 MI) TO STATE HIGHWAY
 CR1387'564 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 564 FOR
 CR1387'0.6 KM (0.35 MI) TO COUNTRY CLUB DRIVE ON THE LEFT.  TURN LEFT AND GO
 CR1387'WEST ON COUNTRY CLUB DRIVE FOR 0.6 KM (0.35 MI) TO THE ENTRANCE DRIVE
 CR1387'TO THE AIRPORT ON THE RIGHT.  TURN RIGHT FOR 0.1 KM (0.05 MI) TO THE
 CR1387'NORTH SIDE OF THE AIRPORT OFFICE AND A GATE.  PASS THROUGH THE GATE
 CR1387'AND GO NORTHWEST FOR ABOUT 200 FEET TO THE STATION ON THE NORTH
 CR1387'SIDEOF A PAVED TAXIWAY CORSSOVER.
 CR1387'THE STATION MARK IS SET 13.7 M (44.9 FT) EAST OF THE RUNWAY, 10.0 M
 CR1387'(32.8 FT) NORTH OF THE CROSSOVER AND 8.2 M (26.9 FT) WEST OF THECENTER
 CR1387'OF THE TAXIWAY.
 CR1387'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1387'DESCRIBED BY B.L.L.
 CR1387
 CR1387                          STATION RECOVERY (1988)
 CR1387
 CR1387'RECOVERED 1988
 CR1387'RECOVERED IN GOOD CONDITION.
 CR1387
 CR1387                          STATION RECOVERY (1994)
 CR1387
 CR1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1387'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF MINEOLA AT
 CR1387'THE MINEOLA-WISENER AIRPORT, IN THE GRASS MEDIAN OF THE RUNWAY AND
 CR1387'PARALLEL TAXI ACROSS FROM THE AIRPORT OFFICE NEAR THE SOUTH END OF THE
 CR1387'AIRFIELD.  OWNERSHIP--ROBERT H.  WISENER, 162 CIRCLE DRIVE, MINEOLA TX
 CR1387'75773.  PHONE 214-569-5275.  TO REACH THE STATION FROM THE JUNCTION OF
 CR1387'U.S.  HIGHWAYS 80 AND 69 IN MINEOLA, GO WEST ON HIGHWAY 80 FOR 1.3 KM
 CR1387'(0.80 MI) TO STATE HIGHWAY 564 ON THE RIGHT.  CONTINUE AHEAD, WEST, ON
 CR1387'HIGHWAY 80 FOR 0.7 KM (0.45 MI) TO FRANCIS STREET ON THE RIGHT AND A
 CR1387'SIGN AIRPORT.  TURN RIGHT, NORTH, ON FRANCIS STREET FOR 0.4 KM (0.25
 CR1387'MI) TO A T-INTERSECTION (COUNTRY CLUB DRIVE) .  TURN LEFT, WEST, ON
 CR1387'COUNTRY CLUB DRIVE FOR 0.1 KM (0.05 MI) TO THE ENTRANCE DRIVE TO THE
 CR1387'AIRPORT ON THE RIGHT.  TURN RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.1
 CR1387'KM (0.05 MI) TO THE NORTH SIDE OF THE AIRPORT OFFICE AT THE APRON.
 CR1387'TURN LEFT, NORTHWEST, ACROSS THE APRON FOR ABOUT 60 M (196.8 FT) TO
 CR1387'THE STATION ON THE NORTH SIDE OF A PAVED CONNECTOR TAXI.  THE STATION
 CR1387'IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 CR1387'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 CR1387'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 15.3 M (50.2
 CR1387'FT) EAST OF THE CENTER OF THE RUNWAY, 12.2 M (40.0 FT) NORTH OF THE
 CR1387'CENTER OF THE CONNECTOR TAXI, AND 8.4 M (27.6 FT) WEST OF THE CENTER
 CR1387'OF THE TAXI, AND 0.2 M (0.7 FT) WEST OF A FIBERGLASS WITNESS POST.
 CR1387'DESCRIBED BY D.G.  AUG
 CR1387
 CR1387                          STATION RECOVERY (1995)
 CR1387
 CR1387'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1388 ***********************************************************************
 CR1388  SACS        -  This is a Secondary Airport Control Station.
 CR1388  DESIGNATION -  WISEPORT AZ MK
 CR1388  PID         -  CR1388
 CR1388  STATE/COUNTY-  TX/WOOD
 CR1388  USGS QUAD   -  GOLDEN (1981)
 CR1388
 CR1388                         *CURRENT SURVEY CONTROL
 CR1388  ___________________________________________________________________
 CR1388* NAD 83(1993)-  32 40 38.62602(N)    095 30 38.09914(W)     ADJUSTED  
 CR1388* NAVD 88     -       126.94   (meters)     416.5    (feet)  GPS OBS   
 CR1388  ___________________________________________________________________
 CR1388  X           -    -516,059.360 (meters)                     COMP
 CR1388  Y           -  -5,349,124.901 (meters)                     COMP
 CR1388  Z           -   3,423,953.021 (meters)                     COMP
 CR1388  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 CR1388  ELLIP HEIGHT-         100.82  (meters)          (07/17/01) GPS OBS
 CR1388  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR1388
 CR1388  HORZ ORDER  -  FIRST
 CR1388  ELLP ORDER  -  FOURTH    CLASS II
 CR1388
 CR1388.This mark is at Mineola Wisener Fld (3F9) Airport (3F9)
 CR1388
 CR1388.The horizontal coordinates were established by GPS observations
 CR1388.and adjusted by the National Geodetic Survey in July 1996..
 CR1388
 CR1388.The orthometric height was determined by GPS observations and a
 CR1388.high-resolution geoid model.
 CR1388
 CR1388.GPS derived orthometric heights for airport stations designated as
 CR1388.PACS or SACS are published to 2 decimal places.  This maintains
 CR1388.centimeter relative accuracy between the PACS and SACS.  It does
 CR1388.not indicate centimeter accuracy relative to other marks which are
 CR1388.part of the NAVD 88 network.
 CR1388
 CR1388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1388
 CR1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1388
 CR1388.The ellipsoidal height was determined by GPS observations
 CR1388.and is referenced to NAD 83.
 CR1388
 CR1388.The geoid height was determined by GEOID03.
 CR1388
 CR1388;                    North         East     Units Scale Factor Converg.
 CR1388;SPC TXNC     - 2,116,068.481   880,315.272   MT  0.99989382   +1 37 49.5
 CR1388;SPC TXNC     - 6,942,468.01  2,888,167.69   sFT  0.99989382   +1 37 49.5
 CR1388;UTM  15      - 3,618,309.680   264,590.355   MT  1.00028340   -1 21 22.0
 CR1388
 CR1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1388!SPC TXNC     -   0.99998417  x   0.99989382  =   0.99987799
 CR1388!UTM  15      -   0.99998417  x   1.00028340  =   1.00026757
 CR1388
 CR1388:                Primary Azimuth Mark                     Grid Az
 CR1388:SPC TXNC     -  WISEPORT                                 179 32 06.1
 CR1388:UTM  15      -  WISEPORT                                 182 31 17.6
 CR1388
 CR1388|---------------------------------------------------------------------|
 CR1388| PID    Reference Object                     Distance      Geod. Az  |
 CR1388|                                                           dddmmss.s |
 CR1388| CR1387 WISEPORT                            447.397 METERS 1810955.6 |
 CR1388|---------------------------------------------------------------------|
 CR1388
 CR1388                          SUPERSEDED SURVEY CONTROL
 CR1388
 CR1388  ELLIP H (07/23/96)  100.85   (m)                       GP(       ) 4 2
 CR1388  NAD 83(1993)-  32 40 38.63111(N)    095 30 38.09790(W) AD(       ) 3
 CR1388  ELLIP H (02/16/96)  100.91   (m)                       GP(       ) 5 1
 CR1388  ELLIP H (01/21/93)  100.65   (m)                       GP(       ) 4 2
 CR1388  NAD 83(1986)-  32 40 38.63423(N)    095 30 38.08124(W) AD(       ) 3
 CR1388  NAD 27      -  32 40 38.13859(N)    095 30 37.23763(W) AD(       ) 3
 CR1388  NGVD 29 (12/08/88)  127.0    (m)          417.     (f) GPS OBS        
 CR1388
 CR1388.Superseded values are not recommended for survey control.
 CR1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1388.See file dsdata.txt to determine how the superseded data were derived.
 CR1388
 CR1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6459018310(NAD 83)
 CR1388_MARKER: I = METAL ROD
 CR1388_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1388_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1388_STAMPING: WISEPORT AZ MK 1987
 CR1388_MARK LOGO: NGS   
 CR1388_PROJECTION: FLUSH
 CR1388_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1388+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 CR1388_ROD/PIPE-DEPTH: 2.8. meters
 CR1388_SLEEVE-DEPTH  : 0.90 meters
 CR1388
 CR1388  HISTORY     - Date     Condition        Report By
 CR1388  HISTORY     - 1987     MONUMENTED       NGS
 CR1388  HISTORY     - 19880115 GOOD
 CR1388  HISTORY     - 19941129 GOOD             NGS
 CR1388  HISTORY     - 19950809 GOOD             USPSQD
 CR1388
 CR1388                          STATION DESCRIPTION
 CR1388
 CR1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1388'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF MINEOLA AT
 CR1388'THE MINEOLA-WISENER AIRPORT.  OWNERSHIP-- ROBERT H. WISENER 162
 CR1388'CIRCLE DRIVE, MINEOLA TX 75773. HOME TELEPHONE NUMBER
 CR1388'214-569-5275,AIRPORT NUMBER 214-569-9527.
 CR1388'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 69 IN
 CR1388'MINEOLA.  GO WEST ON HIGHWAY 80 FOR 1.3 KM (0.80 MI) TO STATE HIGHWAY
 CR1388'564 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 564 FOR
 CR1388'0.6 KM (0.35 MI) TO COUNTRY CLUB DRIVE ON THE LEFT.  TURN LEFT AND GO
 CR1388'WEST ON COUNTRY CLUB DRIVE FOR 0.6 KM (0.35 MI) TO THE ENTRANCE DRIVE
 CR1388'TO THE AIRPORT ON THE RIGHT.  TURN RIGHT FOR 0.1 KM (0.05 MI) TO THE
 CR1388'NORTH SIDE OF THE AIRPORT OFFICE AND A GATE.  PASS THROUGH THE GATE
 CR1388'AND GO NORTHWEST FOR ABOUT 200 FEET TO A PAVED TAXIWAY CROSSOVER.  GO
 CR1388'NORTH ON THE TAXIWAY FOR 0.4 KM (0.25 MI) TO THE MARK ON THE LEFT,
 CR1388'ONTHE SOUTH SIDE OF A GRASS CROSSOVER.
 CR1388'THE MARK IS SET 8.0 M (26.2 FT) WEST OF THE CENTER OF THE TAXIWAY,
 CR1388'19.0 M (62.3 FT) EAST OF THE CENTER OF THE RUNWAY, AND 7.0 M(23.0 FT)
 CR1388'SOUTH OF THE GRASS CROSSOVER.
 CR1388'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1388'DESCRIBED BY V.L.F.
 CR1388
 CR1388                          STATION RECOVERY (1988)
 CR1388
 CR1388'RECOVERED 1988
 CR1388'RECOVERED IN GOOD CONDITION.
 CR1388
 CR1388                          STATION RECOVERY (1994)
 CR1388
 CR1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1388'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF MINEOLA AT
 CR1388'THE MINEOLA-WISENER AIRPORT, IN THE GRASS MEDIAN OF THE RUNWAY AND
 CR1388'PARALLEL TAXI ON THE SOUTH SIDE OF THE NORTHERN MOST GRASS CONNECTOR
 CR1388'TAXI, AND NEAR THE CENTER OF THE AIRFIELD.  OWNERSHIP--ROBERT H.
 CR1388'WISENER, 162 CIRCLE DRIVE, MINEOLA TX 75773.  PHONE 214-569-5275.  TO
 CR1388'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 80 AND 69 IN
 CR1388'MINEOLA, GO WEST ON HIGHWAY 80 FOR 1.3 KM (0.80 MI) TO STATE HIGHWAY
 CR1388'564 ON THE RIGHT.  CONTINUE AHEAD, WEST, ON HIGHWAY 80 FOR 0.7 KM
 CR1388'(0.45 MI) TO FRANCIS STREET ON THE RIGHT AND A SIGN AIRPORT.  TURN
 CR1388'RIGHT, NORTH, ON FRANCIS STREET FOR 0.4 KM (0.25 MI) TO A
 CR1388'T-INTERSECTION (COUNTRY CLUB DRIVE) .  TURN LEFT, WEST, ON COUNTRY
 CR1388'CLUB DRIVE FOR 0.1 KM (0.05 MI) TO THE ENTRANCE DRIVE TO THE AIRPORT
 CR1388'ON THE RIGHT.  TURN RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.1 KM
 CR1388'(0.05 MI) TO THE NORTH SIDE OF THE AIRPORT OFFICE AT THE APRON.  TURN
 CR1388'LEFT, NORTHWEST, ACROSS THE APRON FOR ABOUT 60 M (196.8 FT) TO THE
 CR1388'TAXI.  TURN RIGHT, NORTH, ON THE TAXI FOR 0.45 KM (0.25 MI) TO THE
 CR1388'STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 CR1388'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 CR1388'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 CR1388'SET FLUSH WITH THE GROUND.  IT IS 20.4 M (66.9 FT) EAST OF THE CENTER
 CR1388'OF THE RUNWAY, 7.0 M (23.0 FT) SOUTH OF THE CENTER OF THE GRASS
 CR1388'CONNECTOR TAXI, 8.0 M (26.2 FT) WEST OF THE CENTER OF THE TAXI, AND
 CR1388'0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.
 CR1388'AUG
 CR1388
 CR1388                          STATION RECOVERY (1995)
 CR1388
 CR1388'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0749 ***********************************************************************
 AY0749  DESIGNATION -  WITHERS NE BASE AZ MK
 AY0749  PID         -  AY0749
 AY0749  STATE/COUNTY-  TX/BEXAR
 AY0749  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0749
 AY0749                         *CURRENT SURVEY CONTROL
 AY0749  ___________________________________________________________________
 AY0749* NAD 83(1986)-  29 24 26.     (N)    098 32 11.     (W)     SCALED    
 AY0749* NAVD 88     -       204.371  (meters)     670.51   (feet)  POSTED    
 AY0749  ___________________________________________________________________
 AY0749  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AY0749  DYNAMIC HT  -         204.070 (meters)     669.52  (feet)  COMP
 AY0749  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 AY0749
 AY0749  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0749
 AY0749.The horizontal coordinates were scaled from a topographic map and have
 AY0749.an estimated accuracy of +/- 6 seconds.
 AY0749
 AY0749.The orthometric height was determined by differential leveling
 AY0749.and adjusted by the National Geodetic Survey in 1992..
 AY0749.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0749.rate of 0.0 thru 1.0 mm/km.
 AY0749
 AY0749.The geoid height was determined by GEOID03.
 AY0749
 AY0749.The dynamic height is computed by dividing the NAVD 88
 AY0749.geopotential number by the normal gravity value computed on the
 AY0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0749.degrees latitude (g = 980.6199 gals.).
 AY0749
 AY0749.The modeled gravity was interpolated from observed gravity values.
 AY0749
 AY0749;                    North         East    Units  Estimated Accuracy
 AY0749;SPC TXSC     - 4,174,520.      644,990.      MT  (+/- 180 meters Scaled)
 AY0749
 AY0749                          SUPERSEDED SURVEY CONTROL
 AY0749
 AY0749  NGVD 29 (??/??/92)  204.252  (m)          670.12   (f) ADJ UNCH    1 2
 AY0749
 AY0749.Superseded values are not recommended for survey control.
 AY0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0749.See file dsdata.txt to determine how the superseded data were derived.
 AY0749
 AY0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT449531(NAD 83)
 AY0749_MARKER: DB = BENCH MARK DISK
 AY0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0749_STAMPING: WITHERS NE BASE 1943
 AY0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0749+STABILITY: SURFACE MOTION
 AY0749
 AY0749  HISTORY     - Date     Condition        Report By
 AY0749  HISTORY     - 1943     MONUMENTED       CGS
 AY0749  HISTORY     - 1946     GOOD             NGS
 AY0749  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0749  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY0749
 AY0749                          STATION DESCRIPTION
 AY0749
 AY0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0749'IN SAN ANTONIO.
 AY0749'AT SAN ANTONIO, ABOUT 0.1 MILE WEST ALONG CERALVO STREET FROM THE
 AY0749'JUNCTION OF HAMILTON STREET, 30.0 FEET NORTH OF THE CENTERLINE OF
 AY0749'CERALVO STREET, 50.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE
 AY0749'NUMBER 939 CERALVO STREET, 2.5 FEET NORTHWEST OF THE SECOND POWER LINE
 AY0749'POLE WEST OF HAMILTON STREET, SET IN THE TOP OF A CONCRETE POST
 AY0749'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AY0749
 AY0749                          STATION RECOVERY (1967)
 AY0749
 AY0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0749'MARK NOT FOUND.
 AY0749
 AY0749                          STATION RECOVERY (1995)
 AY0749
 AY0749'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0760 ***********************************************************************
 AY0760  DESIGNATION -  WITHERS SW BASE
 AY0760  PID         -  AY0760
 AY0760  STATE/COUNTY-  TX/BEXAR
 AY0760  USGS QUAD   -  TERRELL WELLS (1992)
 AY0760
 AY0760                         *CURRENT SURVEY CONTROL
 AY0760  ___________________________________________________________________
 AY0760* NAD 83(1993)-  29 21 02.35106(N)    098 34 47.37020(W)     ADJUSTED  
 AY0760* NAVD 88     -       193.305  (meters)     634.20   (feet)  POSTED    
 AY0760  ___________________________________________________________________
 AY0760  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 AY0760  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AY0760  DYNAMIC HT  -         193.030 (meters)     633.30  (feet)  COMP
 AY0760  MODELED GRAV-     979,191.6   (mgal)                       NAVD 88
 AY0760
 AY0760  HORZ ORDER  -  FIRST
 AY0760  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AY0760
 AY0760.The horizontal coordinates were established by classical geodetic methods
 AY0760.and adjusted by the National Geodetic Survey in February 1996..
 AY0760
 AY0760.The orthometric height was determined by differential leveling
 AY0760.and adjusted by the National Geodetic Survey in 1992..
 AY0760.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AY0760.rate greater than 8.0 mm/km.
 AY0760
 AY0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0760
 AY0760.The geoid height was determined by GEOID03.
 AY0760
 AY0760.The dynamic height is computed by dividing the NAVD 88
 AY0760.geopotential number by the normal gravity value computed on the
 AY0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0760.degrees latitude (g = 980.6199 gals.).
 AY0760
 AY0760.The modeled gravity was interpolated from observed gravity values.
 AY0760
 AY0760;                    North         East     Units Scale Factor Converg.
 AY0760;SPC TXSC     - 4,168,232.348   640,796.779   MT  0.99986328   +0 12 21.1
 AY0760;SPC TXSC     -13,675,275.63  2,102,347.43   sFT  0.99986328   +0 12 21.1
 AY0760;UTM  14      - 3,246,909.292   540,786.315   MT  0.99962053   +0 12 21.4
 AY0760
 AY0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0760!SPC TXSC     -   0.99997360  x   0.99986328  =   0.99983688
 AY0760!UTM  14      -   0.99997360  x   0.99962053  =   0.99959414
 AY0760
 AY0760|---------------------------------------------------------------------|
 AY0760| PID    Reference Object                     Distance      Geod. Az  |
 AY0760|                                                           dddmmss.s |
 AY0760| AY0761 WITHERS SW BASE RM 1                 23.303 METERS 03058     |
 AY0760| AY1920 KELLY FIELD SE WATER TANK 2         APPROX. 3.4 KM 0355053.3 |
 AY0760| AY0758 WITHERS SW BASE AZ MK                              0453008.0 |
 AY0760| AY1869 SAN ANTONIO TRANSIT TWR TV MST      APPROX.11.7 KM 0465854.1 |
 AY0760| AY0762 WITHERS SW BASE RM 2                 29.065 METERS 16444     |
 AY0760|---------------------------------------------------------------------|
 AY0760
 AY0760                          SUPERSEDED SURVEY CONTROL
 AY0760
 AY0760  NAD 83(1986)-  29 21 02.35560(N)    098 34 47.35212(W) AD(       ) 1
 AY0760  NAD 27      -  29 21 01.50800(N)    098 34 46.28200(W) AD(       ) 1
 AY0760  NGVD 29 (??/??/92)  193.176  (m)          633.78   (f) ADJ UNCH    1 2
 AY0760
 AY0760.Superseded values are not recommended for survey control.
 AY0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0760.See file dsdata.txt to determine how the superseded data were derived.
 AY0760
 AY0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4078646909(NAD 83)
 AY0760_MARKER: DB = BENCH MARK DISK
 AY0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0760_STAMPING: WITHERS SW BASE 1943
 AY0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0760+STABILITY: SURFACE MOTION
 AY0760
 AY0760  HISTORY     - Date     Condition        Report By
 AY0760  HISTORY     - 1943     MONUMENTED       CGS
 AY0760  HISTORY     - 1946     GOOD             NGS
 AY0760  HISTORY     - 1952     GOOD             CGS
 AY0760  HISTORY     - 1953     GOOD             AMS
 AY0760  HISTORY     - 1954     GOOD             CGS
 AY0760  HISTORY     - 1956     GOOD             TNRR
 AY0760  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0760  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0760
 AY0760                          STATION DESCRIPTION
 AY0760
 AY0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY0760'STATION IS ABOUT 7 MILES SW OF SAN ANTONIO CITY HALL, ON
 AY0760'THE RIGHT-OF-WAY OF THE SOUTHERN PACIFIC COMPANY RAILROAD,
 AY0760'NEAR THE HUMBLE OIL REFINERY, 27 FEET E OF THE E RAIL OF
 AY0760'THE MAIN TRACK, 17.5 FEET SW OF A TELEPHONE POLE, AND 16
 AY0760'FEET SW OF A WHITE REFERENCE POST.  IT IS STAMPED WITHERS
 AY0760'SW BASE 1943 AND PROJECTS 6 INCHES.
 AY0760'
 AY0760'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AY0760'DISKS SET IN CONCRETE.
 AY0760'
 AY0760'REFERENCE MARK 1 IS N OF THE STATION AND 21 FEET SE OF THE
 AY0760'MAIN-LINE TRACKS.  IT IS STAMPED WITHERS SW BASE NO 1 1943
 AY0760'AND PROJECTS 6 INCHES.
 AY0760'
 AY0760'REFERENCE MARK 2 IS SE OF THE STATION AND 21 FEET E OF A
 AY0760'SIDE TRACK WHICH LEADS TO A LOADING PLATFORM.  IT IS STAMPED
 AY0760'WITHERS SW BASE NO 2 1943 AND PROJECTS 6 INCHES.
 AY0760'
 AY0760'THE AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION, 65
 AY0760'FEET NW OF THE MAIN-LINE RAILROAD TRACKS, 21 FEET NE OF
 AY0760'THE CENTER LINE OF A DIRT ROAD, AND 1 FOOT NE OF A FENCE.
 AY0760'IT IS STAMPED WITHERS SW BASE 1943 AND PROJECTS 8 INCHES.
 AY0760'
 AY0760'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AY0760'HIGHWAY 16 AT THE SAN ANTONIO CITY HALL, GO S ON HIGHWAY
 AY0760'16 FOR 1.0 MILE AND KEEP STRAIGHT AHEAD, S, WHERE U.S. HIGHWAY
 AY0760'81 COMES IN FROM THE LEFT.  GO S ON HIGHWAY 81 FOR 5.3 MILES
 AY0760'TO THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 13
 AY0760'AND KEEP STRAIGHT AHEAD, S, ON HIGHWAY 81.  GO 0.45 MILE AND
 AY0760'TURN RIGHT ON A GRAVEL ROAD, GO 0.65 MILE AND TURN LEFT
 AY0760'ON A BLACK-TOP ROAD ALONG RAILROAD TRACKS, GO 0.65 MILE
 AY0760'AND TURN RIGHT THROUGH A CATTLEGUARD, CROSS ONE RAILROAD
 AY0760'TRACK AND TURN RIGHT ON A DIM TRAIL ROAD.  GO 75 YARDS TO A
 AY0760'GUARD FENCE AROUND OIL-LOADING PLATFORMS AND KEEP LEFT
 AY0760'ALONG THE LEFT SIDE OF THIS FENCE, GO NE ABOUT 0.2 MILE TO
 AY0760'THE WITHERS STATION HOUSE AND CONTINUE STRAIGHT AHEAD,
 AY0760'GO ABOUT 70 YARDS BEYOND THIS TO THE STATION.
 AY0760'
 AY0760'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 AY0760
 AY0760                          STATION RECOVERY (1946)
 AY0760
 AY0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0760'IN WITHERS.
 AY0760'AT WITHERS, 196.0 FEET NORTHEAST OF THE WITHERS STATION SHACK, 17.2
 AY0760'FEET WEST OF THE 8TH TELEGRAPH POLE NORTHEAST OF MILEPOST 219, 38.9
 AY0760'FEET NORTHWEST OF THE NORTHWEST RAIL OF SIDING LEADING TO THE HUMBLE
 AY0760'OIL TANK CAR LOADING PLATFORMS, 26.8 FEET SOUTHEAST OF THE SOUTHEAST
 AY0760'RAIL OF THE EAST BOUND TRACK OF THE TEXAS AND NEW ORLEANS RAILROAD,
 AY0760'15.7 FEET WEST OF A WHITE REFERENCE POST, SET IN THE TOP OF A CONCRETE
 AY0760'POST 0.4 FOOT ABOVE THE GROUND AND ABOUT 3.0 FEET HIGHER THAN THE
 AY0760'TRACKS.
 AY0760
 AY0760                          STATION RECOVERY (1952)
 AY0760
 AY0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AY0760'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARKS
 AY0760'NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 AY0760'CONDITION.
 AY0760'
 AY0760'THE DESCRIPTION IS ADEQUATE TO REACH STATION.
 AY0760
 AY0760                          STATION RECOVERY (1953)
 AY0760
 AY0760'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY0760'STATION WAS RECOVERED IN GOOD CONDITION.  THE INFORMATION
 AY0760'PERTAINING TO THE HUMBLE OIL REFINERY SHOULD BE DELETED AS
 AY0760'THIS INSTALLATION NO LONGER EXISTS.  THE FOLLOWING COULD
 AY0760'BE SUBSTITUTED FOR THE OIL REFINERY.  THE STATION IS ABOUT
 AY0760'0.25 MILES W-SW OF LARGE POWER GENERATING PLANT.  THE STATION
 AY0760'IS 186 FT. N-NE OF SMALL CYLINDRICAL SHAPED CONCRETE TRACK
 AY0760'HOUSE, AND IT IS 36 FT. E-SE OF THE CENTERLINE BETWEEN TWO
 AY0760'TRACKS OF THE SOUTHERN PACIFIC RAILROAD.
 AY0760
 AY0760                          STATION RECOVERY (1954)
 AY0760
 AY0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HWH)
 AY0760'STATION RECOVERED JULY 15, 1954 IN GOOD CONDITION.
 AY0760
 AY0760                          STATION RECOVERY (1956)
 AY0760
 AY0760'RECOVERY NOTE BY TEXAS AND NORTHERN RAILROAD 1956
 AY0760'REFERENCE MARK NO. 3 STAMPED WITHERS SOUTHWEST BASE WAS
 AY0760'ESTABLISHED BY THE TEXAS AND NEW ORLEANS RAILROAD CO. TO
 AY0760'REFERENCE THE STATION IN CASE REFERENCE MARK NO. 2 WAS DAMAGED
 AY0760'OR DESTROYED BY CONSTRUCTION OF A ROAD CROSSING.  LETTER
 AY0760'OF OCTOBER 5, 1956 FROM THE RAILROAD CO. STATES THAT
 AY0760'REFERENCE MARK NO. 2 WAS NOT DAMAGED AND IS STILL LOCATED
 AY0760'IN THE EDGE OF THE EMBANKMENT OF THE ROAD CROSSING.
 AY0760'
 AY0760'REFERENCE MARK NO. 3 IS A REFERENCE MARK DISK SET IN CONCRETE
 AY0760'THAT PROJECTS 6 INCHES AND IS 55 FEET WEST THE THE CENTER
 AY0760'LINE OF THE MISSOURI PACIFIC MAIN LINE (I AND GN), AND 70
 AY0760'FEET SOUTH OF S ROAD SERVING C.W. MARVIN PROPERTY.
 AY0760
 AY0760                          STATION RECOVERY (1966)
 AY0760
 AY0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0760'MARK NOT FOUND.
 AY0760
 AY0760                          STATION RECOVERY (1999)
 AY0760
 AY0760'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0758 ***********************************************************************
 AY0758  DESIGNATION -  WITHERS SW BASE AZ MK
 AY0758  PID         -  AY0758
 AY0758  STATE/COUNTY-  TX/BEXAR
 AY0758  USGS QUAD   -  TERRELL WELLS (1992)
 AY0758
 AY0758                         *CURRENT SURVEY CONTROL
 AY0758  ___________________________________________________________________
 AY0758* NAD 83(1986)-  29 21 13.     (N)    098 34 32.     (W)     SCALED    
 AY0758* NAVD 88     -       194.019  (meters)     636.54   (feet)  POSTED    
 AY0758  ___________________________________________________________________
 AY0758  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AY0758  DYNAMIC HT  -         193.740 (meters)     635.63  (feet)  COMP
 AY0758  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 AY0758
 AY0758  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY0758
 AY0758.The horizontal coordinates were scaled from a topographic map and have
 AY0758.an estimated accuracy of +/- 6 seconds.
 AY0758
 AY0758.The orthometric height was determined by differential leveling
 AY0758.and adjusted by the National Geodetic Survey in 1992..
 AY0758.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY0758.rate of 3.1 thru 4.0 mm/km.
 AY0758
 AY0758.The geoid height was determined by GEOID03.
 AY0758
 AY0758.The dynamic height is computed by dividing the NAVD 88
 AY0758.geopotential number by the normal gravity value computed on the
 AY0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0758.degrees latitude (g = 980.6199 gals.).
 AY0758
 AY0758.The modeled gravity was interpolated from observed gravity values.
 AY0758
 AY0758;                    North         East    Units  Estimated Accuracy
 AY0758;SPC TXSC     - 4,168,560.      641,210.      MT  (+/- 180 meters Scaled)
 AY0758
 AY0758                          SUPERSEDED SURVEY CONTROL
 AY0758
 AY0758  NGVD 29 (??/??/92)  193.892  (m)          636.13   (f) ADJ UNCH    1 2
 AY0758
 AY0758.Superseded values are not recommended for survey control.
 AY0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0758.See file dsdata.txt to determine how the superseded data were derived.
 AY0758
 AY0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT412472(NAD 83)
 AY0758_MARKER: DZ = AZIMUTH MARK DISK
 AY0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0758_STAMPING: WITHERS SW BASE 1943
 AY0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0758+STABILITY: SURFACE MOTION
 AY0758
 AY0758  HISTORY     - Date     Condition        Report By
 AY0758  HISTORY     - 1943     MONUMENTED       CGS
 AY0758  HISTORY     - 1946     GOOD             CGS
 AY0758  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0758
 AY0758                          STATION DESCRIPTION
 AY0758
 AY0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0758'0.35 MI NE FROM WITHERS.
 AY0758'0.35 MILE NORTHEAST OF THE TEXAS AND NEW ORLEANS RAILROAD STATION SHED
 AY0758'AT WITHERS, ABOUT 250.0 FEET SOUTHEAST OF THE TEXAS AND NEW ORLEANS
 AY0758'RAILROAD, 57.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MISSOURI,
 AY0758'KANSAS AND TEXAS RAILROAD, 16.0 FEET NORTHEAST OF A TAR ROAD WHICH
 AY0758'CROSSES BOTH RAILWAYS AT A POINT 0.6 MILE SOUTHWEST OF A LARGE HIGHWAY
 AY0758'OVERPASS, 15.2 FEET NORTHWEST OF RAILWAY RIGHT-OF-WAY FENCE LINE, 1.0
 AY0758'FOOT NORTHEAST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 AY0758'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 AY0758
 AY0758                          STATION RECOVERY (1999)
 AY0758
 AY0758'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0763 ***********************************************************************
 AY0763  DESIGNATION -  WITHERS SW BASE RM 3
 AY0763  PID         -  AY0763
 AY0763  STATE/COUNTY-  TX/BEXAR
 AY0763  USGS QUAD   -  TERRELL WELLS (1992)
 AY0763
 AY0763                         *CURRENT SURVEY CONTROL
 AY0763  ___________________________________________________________________
 AY0763* NAD 83(1986)-  29 21 00.     (N)    098 34 43.     (W)     SCALED    
 AY0763* NAVD 88     -       191.25   (+/-2cm)     627.5    (feet)  VERTCON   
 AY0763  ___________________________________________________________________
 AY0763  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AY0763
 AY0763  VERT ORDER  -  THIRD (See Below)
 AY0763
 AY0763.The horizontal coordinates were scaled from a topographic map and have
 AY0763.an estimated accuracy of +/- 6 seconds.
 AY0763
 AY0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0763.The vertical order pertains to the NGVD 29 superseded value.
 AY0763
 AY0763.The geoid height was determined by GEOID03.
 AY0763
 AY0763;                    North         East    Units  Estimated Accuracy
 AY0763;SPC TXSC     - 4,168,160.      640,920.      MT  (+/- 180 meters Scaled)
 AY0763
 AY0763                          SUPERSEDED SURVEY CONTROL
 AY0763
 AY0763  NGVD 29 (01/29/03)  191.15   (m)          627.1    (f) RESET       3  
 AY0763
 AY0763.Superseded values are not recommended for survey control.
 AY0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0763.See file dsdata.txt to determine how the superseded data were derived.
 AY0763
 AY0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT409468(NAD 83)
 AY0763_MARKER: DR = REFERENCE MARK DISK
 AY0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0763_STAMPING: WITHERS SW BASE NO. 3 1955
 AY0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0763+STABILITY: SURFACE MOTION
 AY0763
 AY0763  HISTORY     - Date     Condition        Report By
 AY0763  HISTORY     - 1955     MONUMENTED       LOCENG
 AY0763  HISTORY     - 1957     GOOD             NGS
 AY0763  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0763
 AY0763                          STATION DESCRIPTION
 AY0763
 AY0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0763'IN WITHERS.
 AY0763'AT WITHERS, BEXAR COUNTY, 55 FEET WEST OF THE CENTER LINE OF THE
 AY0763'INTERNATIONAL-GREAT NORTHERN RAILROAD (MISSOURI PACIFIC), 191 FEET
 AY0763'SOUTH OF TRIANGULATION STATION WITHERS SOUTH WEST BASE, AND 50 FEET
 AY0763'SOUTH OF A ROAD SERVING THE C.W. MARVIN PROPERTY.  A STANDARD
 AY0763'REFERENCE-MARK DISK, STAMPED WITHERS SW BASE NO. 3 1955 AND SET IN THE
 AY0763'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AY0763
 AY0763                          STATION RECOVERY (1999)
 AY0763
 AY0763'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0761 ***********************************************************************
 AY0761  DESIGNATION -  WITHERS SW BASE RM 1
 AY0761  PID         -  AY0761
 AY0761  STATE/COUNTY-  TX/BEXAR
 AY0761  USGS QUAD   -  TERRELL WELLS (1992)
 AY0761
 AY0761                         *CURRENT SURVEY CONTROL
 AY0761  ___________________________________________________________________
 AY0761* NAD 83(1986)-  29 21 02.     (N)    098 34 43.     (W)     SCALED    
 AY0761* NAVD 88     -       193.551  (meters)     635.01   (feet)  POSTED    
 AY0761  ___________________________________________________________________
 AY0761  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AY0761  DYNAMIC HT  -         193.270 (meters)     634.09  (feet)  COMP
 AY0761  MODELED GRAV-     979,191.6   (mgal)                       NAVD 88
 AY0761
 AY0761  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AY0761
 AY0761.The horizontal coordinates were scaled from a topographic map and have
 AY0761.an estimated accuracy of +/- 6 seconds.
 AY0761
 AY0761.The orthometric height was determined by differential leveling
 AY0761.and adjusted by the National Geodetic Survey in 1992..
 AY0761.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AY0761.rate greater than 8.0 mm/km.
 AY0761
 AY0761.The geoid height was determined by GEOID03.
 AY0761
 AY0761.The dynamic height is computed by dividing the NAVD 88
 AY0761.geopotential number by the normal gravity value computed on the
 AY0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0761.degrees latitude (g = 980.6199 gals.).
 AY0761
 AY0761.The modeled gravity was interpolated from observed gravity values.
 AY0761
 AY0761;                    North         East    Units  Estimated Accuracy
 AY0761;SPC TXSC     - 4,168,220.      640,920.      MT  (+/- 180 meters Scaled)
 AY0761
 AY0761                          SUPERSEDED SURVEY CONTROL
 AY0761
 AY0761  NGVD 29 (??/??/92)  193.421  (m)          634.58   (f) ADJ UNCH    1 2
 AY0761
 AY0761.Superseded values are not recommended for survey control.
 AY0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0761.See file dsdata.txt to determine how the superseded data were derived.
 AY0761
 AY0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT409468(NAD 83)
 AY0761_MARKER: DR = REFERENCE MARK DISK
 AY0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0761_STAMPING: WITHERS SW BASE NO 1 1943
 AY0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0761+STABILITY: SURFACE MOTION
 AY0761
 AY0761  HISTORY     - Date     Condition        Report By
 AY0761  HISTORY     - 1943     MONUMENTED       CGS
 AY0761  HISTORY     - 1946     GOOD             NGS
 AY0761  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0761
 AY0761                          STATION DESCRIPTION
 AY0761
 AY0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0761'IN WITHERS.
 AY0761'AT WITHERS, 270.0 FEET NORTHEAST OF THE STATION SHACK FOR THE TEXAS
 AY0761'AND NEW ORLEANS RAILROAD, 384.0 FEET NORTHEAST OF RAILWAY SIGNAL TOWER
 AY0761'NO. P 218.8 WHICH IS LOCATED AT THE SOUTHWEST END OF DOUBLE TRACKS,
 AY0761'24.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF SIDING LEADING TO THE
 AY0761'HUMBLE OIL TANK CAR LOADING PLATFORMS, 19.7 FEET SOUTHEAST OF THE
 AY0761'SOUTHEAST RAIL OF THE EAST-BOUND TRACK, 76.4 FEET NORTHEAST OF THE
 AY0761'TRIANGULATION STATION, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AY0761'0.6 FOOT ABOVE THE GROUND AND 3.0 FEET ABOVE THE RAILS.
 AY0761
 AY0761                          STATION RECOVERY (1999)
 AY0761
 AY0761'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0762 ***********************************************************************
 AY0762  DESIGNATION -  WITHERS SW BASE RM 2
 AY0762  PID         -  AY0762
 AY0762  STATE/COUNTY-  TX/BEXAR
 AY0762  USGS QUAD   -  TERRELL WELLS (1992)
 AY0762
 AY0762                         *CURRENT SURVEY CONTROL
 AY0762  ___________________________________________________________________
 AY0762* NAD 83(1986)-  29 21 01.     (N)    098 34 43.     (W)     SCALED    
 AY0762* NAVD 88     -       192.124  (meters)     630.33   (feet)  ADJUSTED  
 AY0762  ___________________________________________________________________
 AY0762  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AY0762  DYNAMIC HT  -         191.846 (meters)     629.41  (feet)  COMP
 AY0762  MODELED GRAV-     979,191.6   (mgal)                       NAVD 88
 AY0762
 AY0762  VERT ORDER  -  FIRST     CLASS II
 AY0762
 AY0762.The horizontal coordinates were scaled from a topographic map and have
 AY0762.an estimated accuracy of +/- 6 seconds.
 AY0762
 AY0762.The orthometric height was determined by differential leveling
 AY0762.and adjusted by the National Geodetic Survey in June 1991..
 AY0762
 AY0762.The geoid height was determined by GEOID03.
 AY0762
 AY0762.The dynamic height is computed by dividing the NAVD 88
 AY0762.geopotential number by the normal gravity value computed on the
 AY0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0762.degrees latitude (g = 980.6199 gals.).
 AY0762
 AY0762.The modeled gravity was interpolated from observed gravity values.
 AY0762
 AY0762;                    North         East    Units  Estimated Accuracy
 AY0762;SPC TXSC     - 4,168,190.      640,920.      MT  (+/- 180 meters Scaled)
 AY0762
 AY0762                          SUPERSEDED SURVEY CONTROL
 AY0762
 AY0762  NGVD 29 (??/??/92)  192.023  (m)          630.00   (f) ADJ UNCH    1 2
 AY0762
 AY0762.Superseded values are not recommended for survey control.
 AY0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0762.See file dsdata.txt to determine how the superseded data were derived.
 AY0762
 AY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT409468(NAD 83)
 AY0762_MARKER: DR = REFERENCE MARK DISK
 AY0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0762_STAMPING: WITHERS SW BASE NO 2 1943
 AY0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0762+STABILITY: SURFACE MOTION
 AY0762
 AY0762  HISTORY     - Date     Condition        Report By
 AY0762  HISTORY     - 1943     MONUMENTED       CGS
 AY0762  HISTORY     - 1946     GOOD             NGS
 AY0762  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0762
 AY0762                          STATION DESCRIPTION
 AY0762
 AY0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0762'IN WITHERS.
 AY0762'AT WITHERS, ABOUT 200.0 FEET WEST OF THE MISSOURI, KANSAS AND TEXAS
 AY0762'RAILWAY, 65.3 FEET NORTHEAST OF THE FENCE ALONG THE NORTHEAST SIDE OF
 AY0762'HUMBLE OIL TANK CAR LOADING PLATFORMS, 101.8 FEET SOUTHEAST OF THE
 AY0762'SOUTHEAST RAIL OF THE EAST BOUND TRACK OF THE TEXAS AND NEW ORLEANS
 AY0762'RAILROAD, 53.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF SIDING TRACKS
 AY0762'LEADING TO LOADING PLATFORMS FROM THE MKT RAILROAD, 14.7 FEET
 AY0762'SOUTHEAST OF THE SOUTHEAST RAIL OF SIDING TRACKS LEADING TO THE
 AY0762'LOADING PLATFORMS OF THE T AND NO RAILROAD, ALONG A BARBED WIRE FENCE
 AY0762'LINE, SET IN THE TOP OF A CONCRETE POST 0.5 FOOT ABOVE THE GROUND.
 AY0762
 AY0762                          STATION RECOVERY (1999)
 AY0762
 AY0762'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0650 ***********************************************************************
 AZ0650  DESIGNATION -  WITT ET
 AZ0650  PID         -  AZ0650
 AZ0650  STATE/COUNTY-  TX/EDWARDS
 AZ0650  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0650
 AZ0650                         *CURRENT SURVEY CONTROL
 AZ0650  ___________________________________________________________________
 AZ0650* NAD 83(1993)-  29 59 49.22983(N)    100 31 16.56399(W)     ADJUSTED  
 AZ0650* NAVD 88     -       690.5    (meters)    2265.     (feet)  VERTCON   
 AZ0650  ___________________________________________________________________
 AZ0650  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AZ0650  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 AZ0650
 AZ0650  HORZ ORDER  -  SECOND
 AZ0650
 AZ0650.The horizontal coordinates were established by classical geodetic methods
 AZ0650.and adjusted by the National Geodetic Survey in February 1996..
 AZ0650
 AZ0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0650
 AZ0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0650
 AZ0650.The geoid height was determined by GEOID03.
 AZ0650
 AZ0650;                    North         East     Units Scale Factor Converg.
 AZ0650;SPC TXSC     - 4,240,752.004   453,228.568   MT  0.99992983   -0 44 43.0
 AZ0650;SPC TXSC     -13,913,200.53  1,486,967.39   sFT  0.99992983   -0 44 43.0
 AZ0650;UTM  14      - 3,319,427.904   353,264.157   MT  0.99986565   -0 45 38.5
 AZ0650
 AZ0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0650!SPC TXSC     -   0.99989507  x   0.99992983  =   0.99982491
 AZ0650!UTM  14      -   0.99989507  x   0.99986565  =   0.99976074
 AZ0650
 AZ0650|---------------------------------------------------------------------|
 AZ0650| PID    Reference Object                     Distance      Geod. Az  |
 AZ0650|                                                           dddmmss.s |
 AZ0650| CV5858 WITT ET RM 1                         16.634 METERS 04329     |
 AZ0650| AZ0601 JUSTICE                             APPROX. 6.9 KM 0895716.2 |
 AZ0650| CV5859 WITT ET RM 2                         17.467 METERS 14454     |
 AZ0650|---------------------------------------------------------------------|
 AZ0650
 AZ0650                          SUPERSEDED SURVEY CONTROL
 AZ0650
 AZ0650  NAD 83(1986)-  29 59 49.22590(N)    100 31 16.55094(W) AD(       ) 2
 AZ0650  NAD 27      -  29 59 48.47654(N)    100 31 15.23264(W) AD(       ) 2
 AZ0650  NGVD 29 (07/19/86)  690.4    (m)         2265.     (f) VERT ANG       
 AZ0650
 AZ0650.Superseded values are not recommended for survey control.
 AZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0650.See file dsdata.txt to determine how the superseded data were derived.
 AZ0650
 AZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU5326419428(NAD 83)
 AZ0650_MARKER: DD = SURVEY DISK
 AZ0650_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0650_SP_SET: PARTIALLY EXPOSED BEDROCK
 AZ0650
 AZ0650  HISTORY     - Date     Condition        Report By
 AZ0650  HISTORY     - 1971     MONUMENTED       USGS
 AZ0650
 AZ0650                          STATION DESCRIPTION
 AZ0650
 AZ0650'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0650'THE STATION IS LOCATED SOUTH 86 DEGREES WEST, 19 MILES AIRLINE
 AZ0650'DISTANCE FROM ROCKSPRINGS, TEXAS, 0.6 MILES NORTH OF U.S. HIGHWAY
 AZ0650'377, AND APPROXIMATELY 550 FEET EAST OF NORTH-SOUTH PROPERTY FENCE
 AZ0650'ON HIGH POINT OF TOP, ON LAND OWNED BY F. J. WITTENBURG,
 AZ0650'ROCKSPRINGS, TEXAS.
 AZ0650'
 AZ0650'TO REACH FROM ROCKSPRINGS, TEXAS, GO 19.7 MILES WEST ON
 AZ0650'U.S. HIGHWAY 377 TO RANCH ENTRANCE RIGHT (LOCKED GATE), GO 0.7
 AZ0650'MILES WEST ON OLD HIGHWAY TO RANCH. CONTINUE 1.0 MILES WEST ON OLD
 AZ0650'HIGHWAY TO SHARP TURN LEFT, LEAVE ROAD AND GO 0.5 MILES NORTHWEST
 AZ0650'ACROSS COUNTRY TO STATION SITE.  11 FEET NORTH OF A USGS WITNESS
 AZ0650'SIGN MOUNTED ON A METAL POST.
 AZ0650'
 AZ0650'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET
 AZ0650'IN BEDROCK, FLUSH WITH THE GROUND.
 AZ0650'
 AZ0650'STATION MARK--TABLET STAMPED, WITT ET 1971.
 AZ0650'
 AZ0650'REFERENCE MARK NO. 1--TABLET STAMPED, WITT ET 1971-NO. 1.
 AZ0650'
 AZ0650'REFERENCE MARK NO. 2--TABLET STAMPED, WITT ET 1971-NO. 2.
 AZ0650'
 AZ0650'STATION JUSTICE USC AND GS 1935, IS VISIBLE FROM THE GROUND AT
 AZ0650'THIS STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0650'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9977 ***********************************************************************
 AG9977  DESIGNATION -  WITTER SEC
 AG9977  PID         -  AG9977
 AG9977  STATE/COUNTY-  TX/TRAVIS
 AG9977  USGS QUAD   -  MANOR (1988)
 AG9977
 AG9977                         *CURRENT SURVEY CONTROL
 AG9977  ___________________________________________________________________
 AG9977* NAD 83(1993)-  30 16 18.13775(N)    097 37 20.72144(W)     ADJUSTED  
 AG9977* NAVD 88     -       160.1    (meters)     525.     (feet)  VERTCON   
 AG9977  ___________________________________________________________________
 AG9977  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AG9977  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AG9977
 AG9977  HORZ ORDER  -  THIRD
 AG9977
 AG9977.The horizontal coordinates were established by classical geodetic methods
 AG9977.and adjusted by the National Geodetic Survey in July 1998..
 AG9977
 AG9977.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9977
 AG9977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9977
 AG9977.The geoid height was determined by GEOID03.
 AG9977
 AG9977;                    North         East     Units Scale Factor Converg.
 AG9977;SPC TX C     - 3,070,250.963   960,814.548   MT  0.99996223   +1 23 46.6
 AG9977;SPC TX C     -10,072,981.70  3,152,272.40   sFT  0.99996223   +1 23 46.6
 AG9977;UTM  14      - 3,349,696.189   632,507.046   MT  0.99981661   +0 41 40.3
 AG9977
 AG9977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9977!SPC TX C     -   0.99997894  x   0.99996223  =   0.99994117
 AG9977!UTM  14      -   0.99997894  x   0.99981661  =   0.99979555
 AG9977
 AG9977                          SUPERSEDED SURVEY CONTROL
 AG9977
 AG9977  NGVD 29 (07/28/98)  160.0    (m)          525.     (f) VERT ANG       
 AG9977
 AG9977.Superseded values are not recommended for survey control.
 AG9977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9977.See file dsdata.txt to determine how the superseded data were derived.
 AG9977
 AG9977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3250749696(NAD 83)
 AG9977_MARKER: DS = TRIANGULATION STATION DISK
 AG9977
 AG9977  HISTORY     - Date     Condition        Report By
 AG9977  HISTORY     - 1952     MONUMENTED       USGS
 AG9977  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AG9977
 AG9977                          STATION DESCRIPTION
 AG9977
 AG9977'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AG9977'STATION LOCATED APPROXIMATELY 7 MI. (AIRLINE) E. OF CAPITOL BUILDING
 AG9977'IN AUSTIN ON N. L. WITTER FARM IN E. AND W. FENCE LINE.
 AG9977'TO REACH FROM THE ENTRANCE TO THE MUNICIPAL AIRPORT AT AUSTIN, DRIVE
 AG9977'S. 1.1 MI. ON AIRPORT BOULEVARD TO JUNCTION OF TEXAS FARM ROAD 969.
 AG9977'TURN LEFT AND DRIVE E. 6 MI. TO ENTRANCE TO N. L. WITTER FARM.  TURN
 AG9977'LEFT AND GO N. THROUGH FARM YARD TO HIGH POINT IN FIELD AND FIRST
 AG9977'CROSS FENCE.  STATION IS 40 FT. E. OF FENCE CORNER.
 AG9977'STATION MARK--A STANDARD TABLET STAMPED---WITTER 1952---, CEMENTED IN
 AG9977'SOLID ROCK.
 AG9977'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN A BLAZED 4-IN. TREE,
 AG9977'94.52 FT. FROM STATION MARK IN TRUE DIRECTION 57 DEGREES 11 MINUTES.
 AG9977'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN A BLAZED 8-IN. TREE,
 AG9977'44.38 FT. FROM STATION MARK IN TRUE DIRECTION 144 DEGREES 08 MINUTES.
 AG9977
 AG9977                          STATION RECOVERY (2003)
 AG9977
 AG9977'RECOVERY NOTE BY US POWER SQUADRON 2003 (MDS)
 AG9977'THE AREA IS NOW A SUBDIVISION OF HOMES.  A RESIDENT AT THE LOCATION
 AG9977'LAST SAW THE MARK INTACT IN THE 1970'S BEFORE THE NEW CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0972 ***********************************************************************
 CU0972  DESIGNATION -  WOLF
 CU0972  PID         -  CU0972
 CU0972  STATE/COUNTY-  TX/MITCHELL
 CU0972  USGS QUAD   -  LORAINE (1969)
 CU0972
 CU0972                         *CURRENT SURVEY CONTROL
 CU0972  ___________________________________________________________________
 CU0972* NAD 83(1993)-  32 28 17.41411(N)    100 44 48.96512(W)     ADJUSTED  
 CU0972* NAVD 88     -       751.9    (meters)    2467.     (feet)  VERTCON   
 CU0972  ___________________________________________________________________
 CU0972  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CU0972  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CU0972
 CU0972  HORZ ORDER  -  FIRST
 CU0972
 CU0972.The horizontal coordinates were established by classical geodetic methods
 CU0972.and adjusted by the National Geodetic Survey in February 1996..
 CU0972
 CU0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0972
 CU0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0972
 CU0972.The geoid height was determined by GEOID03.
 CU0972
 CU0972;                    North         East     Units Scale Factor Converg.
 CU0972;SPC TXNC     - 2,091,507.819   388,806.049   MT  0.99992352   -1 13 31.7
 CU0972;SPC TXNC     - 6,861,888.57  1,275,607.85   sFT  0.99992352   -1 13 31.7
 CU0972;UTM  14      - 3,594,044.213   335,831.814   MT  0.99993235   -0 56 17.2
 CU0972
 CU0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0972!SPC TXNC     -   0.99988617  x   0.99992352  =   0.99980970
 CU0972!UTM  14      -   0.99988617  x   0.99993235  =   0.99981853
 CU0972
 CU0972|---------------------------------------------------------------------|
 CU0972| PID    Reference Object                     Distance      Geod. Az  |
 CU0972|                                                           dddmmss.s |
 CU0972| CX9008 WOLF RM                              13.350 METERS 00559     |
 CU0972| CU0973 LORAINE SCHOOLHOUSE CUPOLA          APPROX. 8.2 KM 1570019.2 |
 CU0972| CU0990 COLORADO WEST STANDPIPE             APPROX.13.1 KM 2211834.1 |
 CU0972|---------------------------------------------------------------------|
 CU0972
 CU0972                          SUPERSEDED SURVEY CONTROL
 CU0972
 CU0972  NAD 83(1986)-  32 28 17.41916(N)    100 44 48.95549(W) AD(       ) 1
 CU0972  NAD 27      -  32 28 16.99900(N)    100 44 47.55700(W) AD(       ) 1
 CU0972  NGVD 29 (07/19/86)  751.6    (m)         2466.     (f) VERT ANG       
 CU0972
 CU0972.Superseded values are not recommended for survey control.
 CU0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0972.See file dsdata.txt to determine how the superseded data were derived.
 CU0972
 CU0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA3583294044(NAD 83)
 CU0972_MARKER: N = NAIL
 CU0972_SETTING: 0 = UNSPECIFIED SETTING
 CU0972
 CU0972  HISTORY     - Date     Condition        Report By
 CU0972  HISTORY     - 1909     MONUMENTED       CGS
 CU0972  HISTORY     - 1936     MARK NOT FOUND   CGS
 CU0972  HISTORY     - 1937     MARK NOT FOUND   CGS
 CU0972  HISTORY     - 1942     MARK NOT FOUND   LOCSUR
 CU0972  HISTORY     - 1968     MARK NOT FOUND   CGS
 CU0972
 CU0972                          STATION DESCRIPTION
 CU0972
 CU0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CU0972'FIVE MILES N OF LORAINE, A TOWN ON THE TEXAS AND PACIFIC
 CU0972'RAILWAY, AND 1/2 MILE W OF THE LORAINE-SNYDER PUBLIC ROAD,
 CU0972'ON THE PROPERTY OF WALTER TUBBS AND ON THE WESTERN ONE OF TWO
 CU0972'VERY PROMINENT PEAKS KNOWN AS THE LONE WOLF MOUNTAINS.  SURFACE
 CU0972'MARK IS LARGE NAIL IN IRON PIPE SET IN CONCRETE.  UNDERGROUND
 CU0972'MARK IS OLD TYPE STATION MARK SET IN BEDROCK.  REFERENCE
 CU0972'MARK IS SPIKE IN IRON PIPE SET IN CONCRETE AND IS 13.350
 CU0972'METERS (43.80 FEET) FROM THE STATION, N 05 DEG 59 MIN E.
 CU0972'OTHER DISTANCES AND BEARINGS ARE AS
 CU0972'FOLLOWS--WINDMILL ABOUT 1 MILE, S 88 DEG 01 MIN E.
 CU0972'WINDMILL ABOUT 1-1/2 MILES, N 56 DEG 47 MIN W.  WELL
 CU0972'STAND, ABOUT 200 METERS (656 FEET), N 53 DEG 35 MIN E.
 CU0972'LORAINE, SCHOOLHOUSE CUPOLA, ABOUT 11 MILES S 23 DEG E.
 CU0972
 CU0972                          STATION RECOVERY (1936)
 CU0972
 CU0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (PCB)
 CU0972'AFTER A CAREFUL SEARCH, NEITHER THE STATION MARK NOR THE
 CU0972'REFERENCE MARK COULD BE FOUND.  THE UNDERGROUND MARK WAS
 CU0972'NOT SEARCHED FOR.  A SMALL DEPRESSION WAS FOUND CONTAINING
 CU0972'SEVERAL SMALL PIECES OF BROKEN CONCRETE AT A LOCATION
 CU0972'APPROXIMATELY FITTING THE DESCRIPTION TO BE THE REMAINS OF THE
 CU0972'TRIANGULATION STATION.
 CU0972
 CU0972                          STATION RECOVERY (1937)
 CU0972
 CU0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU0972'ALL MARKS AT THIS STATION HAVE BEEN REMOVED AND DESTROYED.
 CU0972'ENOUGH PARTICLES OF CONCRETE WERE FOUND TO PROVE THAT THE
 CU0972'STATION IS LOST.
 CU0972
 CU0972                          STATION RECOVERY (1942)
 CU0972
 CU0972'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 CU0972'RECOVERED BY SCHLOSSER GEOP SURV.
 CU0972'
 CU0972'DESTROYED PRIOR TO DECEMBER 1941.
 CU0972'
 CU0972'LARGE HOLE IN GROUND INDICATED POSSIBLE FORMER LOCATION OF
 CU0972'MARK.  UNABLE TO FIND UNDERGROUND MARK AFTER DIGGING PRESCRIBED
 CU0972'DEPTH.  UNCOVERED SEVERAL PIECES OF OLD CONCRETE THAT APPEARED
 CU0972'TO HAVE ONCE ENCIRCLED A PIECE OF PIPE OR SOME OTHER ROUND
 CU0972'OBJECT.
 CU0972
 CU0972                          STATION RECOVERY (1968)
 CU0972
 CU0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0972'STATION WAS SEARCHED FOR BY INVERSE FROM STATION WOLF 2 AND NO
 CU0972'MARKS WERE FOUND.
 CU0972'
 CU0972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 CU0972'NORTHEAST OF COLORADO CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1048 ***********************************************************************
 GK1048  DESIGNATION -  WOLF
 GK1048  PID         -  GK1048
 GK1048  STATE/COUNTY-  TX/OCHILTREE
 GK1048  USGS QUAD   -  LAKE FRYER (1973)
 GK1048
 GK1048                         *CURRENT SURVEY CONTROL
 GK1048  ___________________________________________________________________
 GK1048* NAD 83(1993)-  36 10 22.96390(N)    100 37 43.19661(W)     ADJUSTED  
 GK1048* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 GK1048  ___________________________________________________________________
 GK1048  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 GK1048  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 GK1048
 GK1048  HORZ ORDER  -  FIRST
 GK1048
 GK1048.The horizontal coordinates were established by classical geodetic methods
 GK1048.and adjusted by the National Geodetic Survey in February 1996..
 GK1048
 GK1048.The orthometric height was scaled from a topographic map.
 GK1048
 GK1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1048
 GK1048.The geoid height was determined by GEOID03.
 GK1048
 GK1048;                    North         East     Units Scale Factor Converg.
 GK1048;SPC TX N     - 1,241,424.752   278,389.517   MT  0.99999762   +0 30 17.9
 GK1048;SPC TX N     - 4,072,907.71    913,349.61   sFT  0.99999762   +0 30 17.9
 GK1048;UTM  14      - 4,004,370.923   353,527.548   MT  0.99986435   -0 57 41.2
 GK1048
 GK1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1048!SPC TX N     -   0.99986793  x   0.99999762  =   0.99986555
 GK1048!UTM  14      -   0.99986793  x   0.99986435  =   0.99973230
 GK1048
 GK1048|---------------------------------------------------------------------|
 GK1048| PID    Reference Object                     Distance      Geod. Az  |
 GK1048|                                                           dddmmss.s |
 GK1048| CL3649 WOLF RM 2                             8.579 METERS 07730     |
 GK1048| CL3648 WOLF RM 1                            11.664 METERS 17304     |
 GK1048| CL3647 WOLF AZ MK                                         2245433.0 |
 GK1048| GK1025 CARL ELLISS BARN VENTILATOR         APPROX.12.8 KM 3330226.5 |
 GK1048|---------------------------------------------------------------------|
 GK1048
 GK1048                          SUPERSEDED SURVEY CONTROL
 GK1048
 GK1048  NAD 83(1993)-  36 10 22.96417(N)    100 37 43.19651(W) AD(       ) 1
 GK1048  NAD 83(1986)-  36 10 22.97020(N)    100 37 43.18477(W) AD(       ) 1
 GK1048  NAD 27      -  36 10 22.83800(N)    100 37 41.67100(W) AD(       ) 1
 GK1048
 GK1048.Superseded values are not recommended for survey control.
 GK1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1048.See file dsdata.txt to determine how the superseded data were derived.
 GK1048
 GK1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF5352804371(NAD 83)
 GK1048_MARKER: DS = TRIANGULATION STATION DISK
 GK1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1048
 GK1048  HISTORY     - Date     Condition        Report By
 GK1048  HISTORY     - 1952     MONUMENTED       CGS
 GK1048
 GK1048                          STATION DESCRIPTION
 GK1048
 GK1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1048'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF
 GK1048'WOLF CREEK PARK ALONG THE SOUTH SIDE OF AN EAST-WEST DIRT
 GK1048'FARM ROAD.  IT IS LOCATED AIRLINE ABOUT 17-1/2 MILES
 GK1048'SOUTH-SOUTHEAST OF PERRYTON AND ABOUT 5 MILES WEST OF THE
 GK1048'LIPSCOMB-OCHILTREE COUNTY LINE.
 GK1048'
 GK1048'THE STATION IS A STANDARD DISK STAMPED WOLF 1952 SET IN TOP
 GK1048'OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN
 GK1048'DIAMETER AND IS ABOUT FLUSH WITH THE TOP OF THE GROUND.
 GK1048'IT IS 30 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST FARM
 GK1048'ROAD, 10 FEET SOUTHWEST OF A FENCE CORNER, AND 8 FEET SOUTHWEST
 GK1048'OF A WHITE WITNESS POST.
 GK1048'
 GK1048'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WOLF
 GK1048'NO 1 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK1048'ABOUT 12 INCHES IN DIAMETER.  IT PROJECTS ABOUT 3 INCHES ABOVE
 GK1048'THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GK1048'THE MARK IS 68 FEET SOUTH OF THE CENTER LINE OF A DIRT FARM
 GK1048'ROAD, 46 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT WEST OF
 GK1048'A NORTH-SOUTH FENCE LINE.
 GK1048'
 GK1048'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WOLF
 GK1048'NO 2 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK1048'ABOUT 12 INCHES IN DIAMETER.  IT PROJECTS ABOUT 3 INCHES
 GK1048'ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 GK1048'STATION.  THE MARK IS 23 FEET SOUTH OF THE CENTER LINE OF
 GK1048'A DIRT FARM ROAD, 21.5 FEET EAST OF A FENCE CORNER, AND 1 FOOT
 GK1048'SOUTH OF AN EAST-WEST FENCE LINE.
 GK1048'
 GK1048'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WOLF 1952 SET
 GK1048'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GK1048'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 25 FEET EAST OF THE
 GK1048'CENTER LINE OF A DIRT FARM ROAD AND 1 FOOT NORTHEAST OF A
 GK1048'FENCE CORNER.
 GK1048'
 GK1048'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117
 GK1048'AND U.S. HIGHWAY 83 IN PERRYTON, GO SOUTH ON U.S. HIGHWAY
 GK1048'83 FOR 16.6 MILES TO A SIDE ROAD, RIGHT, AND A SIGN SPEARMAN.
 GK1048'CONTINUE STRAIGHT AHEAD, SOUTHEAST, ON THE HIGHWAY FOR 5.95
 GK1048'MILES TO A CROSS ROAD.  TURN LEFT, LEAVING THE HIGHWAY, AND
 GK1048'GO NORTH FOR 2.8 MILES TO A T FENCE CORNER ON THE RIGHT,
 GK1048'EAST, SIDE OF THE ROAD AND THE AZIMUTH MARK.  CONTINUE STRAIGHT
 GK1048'AHEAD, NORTH, FOR 0.5 MILE TO A RIGHT ANGLE BEND IN THE ROAD.
 GK1048'CONTINUE EAST FOR 0.5 MILE TO THE HIGHEST POINT OF THE HILL,
 GK1048'A FENCE CORNER, AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0978 ***********************************************************************
 CU0978  DESIGNATION -  WOLF 2
 CU0978  PID         -  CU0978
 CU0978  STATE/COUNTY-  TX/MITCHELL
 CU0978  USGS QUAD   -  LORAINE (1969)
 CU0978
 CU0978                         *CURRENT SURVEY CONTROL
 CU0978  ___________________________________________________________________
 CU0978* NAD 83(1993)-  32 28 17.89322(N)    100 44 48.95502(W)     ADJUSTED  
 CU0978* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 CU0978  ___________________________________________________________________
 CU0978  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CU0978  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CU0978
 CU0978  HORZ ORDER  -  FIRST
 CU0978
 CU0978.The horizontal coordinates were established by classical geodetic methods
 CU0978.and adjusted by the National Geodetic Survey in February 1996..
 CU0978
 CU0978.The orthometric height was scaled from a topographic map.
 CU0978
 CU0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0978
 CU0978.The geoid height was determined by GEOID03.
 CU0978
 CU0978;                    North         East     Units Scale Factor Converg.
 CU0978;SPC TXNC     - 2,091,522.567   388,806.628   MT  0.99992350   -1 13 31.7
 CU0978;SPC TXNC     - 6,861,936.96  1,275,609.75   sFT  0.99992350   -1 13 31.7
 CU0978;UTM  14      - 3,594,058.964   335,832.320   MT  0.99993235   -0 56 17.2
 CU0978
 CU0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0978!SPC TXNC     -   0.99988925  x   0.99992350  =   0.99981276
 CU0978!UTM  14      -   0.99988925  x   0.99993235  =   0.99982161
 CU0978
 CU0978:                Primary Azimuth Mark                     Grid Az
 CU0978:SPC TXNC     -  WASTELLA MAGNOLIA PIPELINE TWR           043 48 38.1
 CU0978:UTM  14      -  WASTELLA MAGNOLIA PIPELINE TWR           043 31 23.6
 CU0978
 CU0978|---------------------------------------------------------------------|
 CU0978| PID    Reference Object                     Distance      Geod. Az  |
 CU0978|                                                           dddmmss.s |
 CU0978| CU0977 WASTELLA MAGNOLIA PIPELINE TWR      APPROX. 2.5 KM 0423506.4 |
 CU0978| CX9013 WOLF 2 RM 1                           9.202 METERS 14653     |
 CU0978| CU0976 LORAINE MUN TANK                    APPROX. 8.2 KM 1564913.3 |
 CU0978| CX9012 WOLF 2 AZ MK                                       2414435.9 |
 CU0978| CX9014 WOLF 2 RM 2                          12.922 METERS 31207     |
 CU0978|---------------------------------------------------------------------|
 CU0978
 CU0978                          SUPERSEDED SURVEY CONTROL
 CU0978
 CU0978  NAD 83(1986)-  32 28 17.89811(N)    100 44 48.94569(W) AD(       ) 1
 CU0978  NAD 27      -  32 28 17.47788(N)    100 44 47.54350(W) AD(       ) 1
 CU0978
 CU0978.Superseded values are not recommended for survey control.
 CU0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0978.See file dsdata.txt to determine how the superseded data were derived.
 CU0978
 CU0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA3583294059(NAD 83)
 CU0978_MARKER: DS = TRIANGULATION STATION DISK
 CU0978_SETTING: 66 = SET IN ROCK OUTCROP
 CU0978
 CU0978  HISTORY     - Date     Condition        Report By
 CU0978  HISTORY     - 1968     MONUMENTED       CGS
 CU0978
 CU0978                          STATION DESCRIPTION
 CU0978
 CU0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0978'THE STATION IS LOCATED ABOUT 8 MILES, AIRLINE, NORTHEAST OF
 CU0978'COLORADO CITY, 6 MILES SOUTHWEST OF WASTELLA, 6 MILES SOUTHEAST OF
 CU0978'CHINA GROVE, 4 MILES NORTHWEST OF LORAINE, ON THE HIGHEST POINT OF
 CU0978'A LOW, ROCKY, PROMINENT BUTTE ON LAND OWNED BY MRS. PERIL JOHNSON
 CU0978'AND IN THE GENERAL VICINITY OF STATION WOLF 1909, WHICH HAS BEEN
 CU0978'DESTROYED.
 CU0978'
 CU0978'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 84 AND
 CU0978'FARM ROAD 1982, ABOUT 0.5 MILE SOUTH OF WASTELLA, GO WEST ON FARM
 CU0978'ROAD 1982 FOR 5.0 MILES TO FARM ROAD 644, CONTINUE WEST ON FARM
 CU0978'ROAD 1982 FOR 2.0 MILES TO A CROSS ROAD, TURN LEFT AND GO SOUTH
 CU0978'ON A GRAVELED ROAD FOR 1.0 MILE TO A CURVE OF THE ROAD AND THE
 CU0978'AZIMUTH MARK ON THE LEFT, ON A CUTBANK INSIDE THE CURVE.
 CU0978'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.05 MILE TO A FIELD SIDE
 CU0978'ROAD LEFT, TURN LEFT AND GO EASTERLY ON THE FIELD ROAD FOR 0.35
 CU0978'MILE TO A POINT WHERE THE ROAD BEARS RIGHT AWAY FROM A FENCE
 CU0978'LINE AND THE END OF TRUCK TRAVEL.  PACK NORTHERLY TO THE HIGHEST
 CU0978'POINT AND THE STATION.  ABOUT A 5 MINUTE PACK.
 CU0978'
 CU0978'THE STATION MARK IS A STANDARD DISK STAMPED WOLF 2 1968, SET IN A
 CU0978'DRILL HOLE IN THE TOP OF A 15 X 15 FOOT ROCK OUTCROP PROJECTING
 CU0978'ABOUT 2 FEET ABOVE THE SURROUNDING SURFACE.
 CU0978'
 CU0978'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WOLF 2 NO 1 1968, SET
 CU0978'IN A DRILL HOLE IN THE TOP OF A 3 X 5 FOOT ROCK OUTCROP PROJECTING
 CU0978'ABOUT 1 FOOT ON THE NORTHEAST SIDE AND ABOUT 2 FEET LOWER IN
 CU0978'ELEVATION THAN THE STATION.
 CU0978'
 CU0978'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WOLF 2 NO 2 1968, SET
 CU0978'IN A DRILL HOLE IN THE TOP OF A 3 X 4 FOOT ROCK OUTCROP PROJECTING
 CU0978'1 FOOT AND ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION.
 CU0978'
 CU0978'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WOLF 2 1968, SET IN A
 CU0978'DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE GROUND SURFACE.  IT IS
 CU0978'90 FEET WEST OF A FENCE, 83 FEET EAST OF THE APPROXIMATE CENTER OF
 CU0978'THE ROAD, 7.5 FEET NORTHEAST OF A WITNESS POST AND ABOUT 30 FEET
 CU0978'HIGHER IN ELEVATION THAN THE ROAD.
 CU0978'
 CU0978'THE REFERENCE MARKS WERE NOT MEASURED BETWEEN DUE TO BOULDERS ON
 CU0978'LINE.
 CU0978'
 CU0978'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0975 ***********************************************************************
 BY0975  DESIGNATION -  WOLF HILL
 BY0975  PID         -  BY0975
 BY0975  STATE/COUNTY-  TX/ANGELINA
 BY0975  USGS QUAD   -  WOLF HILL (1980)
 BY0975
 BY0975                         *CURRENT SURVEY CONTROL
 BY0975  ___________________________________________________________________
 BY0975* NAD 83(1993)-  31 06 31.49315(N)    094 31 49.18119(W)     ADJUSTED  
 BY0975* NAVD 88     -       115.61   (+/-2cm)     379.3    (feet)  VERTCON   
 BY0975  ___________________________________________________________________
 BY0975  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BY0975  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BY0975
 BY0975  HORZ ORDER  -  SECOND
 BY0975  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0975
 BY0975.The horizontal coordinates were established by classical geodetic methods
 BY0975.and adjusted by the National Geodetic Survey in February 1996..
 BY0975
 BY0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0975.The vertical order pertains to the NGVD 29 superseded value.
 BY0975
 BY0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0975
 BY0975.The geoid height was determined by GEOID03.
 BY0975
 BY0975;                    North         East     Units Scale Factor Converg.
 BY0975;SPC TX C     - 3,174,296.229 1,253,266.294   MT  0.99988349   +2 59 20.0
 BY0975;SPC TX C     -10,414,336.88  4,111,757.83   sFT  0.99988349   +2 59 20.0
 BY0975;UTM  15      - 3,442,661.146   354,063.508   MT  0.99986270   -0 47 26.9
 BY0975
 BY0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0975!SPC TX C     -   0.99998622  x   0.99988349  =   0.99986971
 BY0975!UTM  15      -   0.99998622  x   0.99986270  =   0.99984892
 BY0975
 BY0975|---------------------------------------------------------------------|
 BY0975| PID    Reference Object                     Distance      Geod. Az  |
 BY0975|                                                           dddmmss.s |
 BY0975| BY0977 WOLF HILL RM 1                       22.622 METERS 04150     |
 BY0975| BY2654 WOLF HILL LOOKOUT TOWER 1949          8.356 METERS 08900     |
 BY0975| BY0976 WOLF HILL RM 2                       19.349 METERS 19331     |
 BY0975| BY0978 WOLF HILL AZ MK                                    3171719.2 |
 BY0975| BY2639 HUNTINGTON MUNICIPAL TANK           APPROX.19.2 KM 3462906.3 |
 BY0975|---------------------------------------------------------------------|
 BY0975
 BY0975                          SUPERSEDED SURVEY CONTROL
 BY0975
 BY0975  NAD 83(1986)-  31 06 31.50460(N)    094 31 49.17135(W) AD(       ) 2
 BY0975  NAD 27      -  31 06 30.81500(N)    094 31 48.43600(W) AD(       ) 2
 BY0975  NGVD 29 (??/??/92)  115.636  (m)          379.38   (f) ADJ UNCH    2 0
 BY0975
 BY0975.Superseded values are not recommended for survey control.
 BY0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0975.See file dsdata.txt to determine how the superseded data were derived.
 BY0975
 BY0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ5406442661(NAD 83)
 BY0975_MARKER: DS = TRIANGULATION STATION DISK
 BY0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0975_STAMPING: WOLF HILL 1949
 BY0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0975+STABILITY: SURFACE MOTION
 BY0975
 BY0975  HISTORY     - Date     Condition        Report By
 BY0975  HISTORY     - 1949     MONUMENTED       CGS
 BY0975  HISTORY     - 1949     GOOD             CGS
 BY0975
 BY0975                          STATION DESCRIPTION
 BY0975
 BY0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY0975'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT BARE SANDY
 BY0975'HILL, LOCALLY KNOWN AS WOLF HILL.  IT IS ABOUT 20 MILES SOUTHEAST
 BY0975'OF LUFKIN, 19 MILES NORTHEAST OF CORRIGAN, 6.0 MILES WEST
 BY0975'OF ZAVALLA, AND 27.41 FEET WEST OF THE CENTER OF THE WOLF HILL
 BY0975'LOOKOUT TOWER.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 BY0975'WOLF HILL 1949.
 BY0975'
 BY0975'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 BY0975'AND IS ABOUT TWO FEET BELOW THE ELEVATION OF THE STATION.  IT
 BY0975'IS 59 FEET NORTH-NORTHEAST OF THE CENTER OF THE LOOKOUT
 BY0975'TOWER, PROJECTS 3 INCHES AND IS STAMPED WOLF HILL NO 1 1949.
 BY0975'
 BY0975'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION
 BY0975'AND IS 30 FEET WEST OF THE CENTER OF THE ROAD LEADING TO THE
 BY0975'LOOKOUT TOWER.  IT PROJECTS 3 INCHES AND IS STAMPED WOLF HILL
 BY0975'NO 2 1949.
 BY0975'
 BY0975'AZIMUTH MARK IS 200 FEET SOUTH OF A CURVE IN THE ROAD, 18
 BY0975'FEET SOUTHWEST OF THE CENTER OF A GRADED ROAD, AND 1.5 FEET EAST
 BY0975'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED WOLF
 BY0975'HILL 1949.
 BY0975'
 BY0975'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 BY0975'AND STATE HIGHWAY 63 IN THE TOWN OF ZAVALLA, GO SOUTH ON U.S.
 BY0975'HIGHWAY 69 FOR 1.5 MILES TO A T-ROAD RIGHT, JUST BEFORE REACHING
 BY0975'SUMMIT OF GRADE, TURN RIGHT AND GO WEST FOR 1.9 MILES TO A
 BY0975'CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A FORK,
 BY0975'KEEP LEFT FORK AND GO 3.7 MILES TO A T-ROAD RIGHT, ABOUT 50
 BY0975'YARDS BEFORE THE ROAD CURVES TO THE SOUTH, TURN RIGHT AND GO
 BY0975'NORTH FOR 3.0 MILES TO A T-ROAD LEFT, JUST AFTER CROSSING A
 BY0975'SMALL BRIDGE, TURN LEFT AND FOLLOW TRACK ROAD SOUTHERLY FOR
 BY0975'0.25 MILE TO THE SUMMIT OF HILL AND THE LOOKOUT TOWER AND
 BY0975'STATION
 BY0975'
 BY0975'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY FOR 0.25
 BY0975'MILE TO THE MAIN ROAD AND THEN CONTINUE NORTHWEST ON GRADED
 BY0975'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BY0975'
 BY0975'A 110 FOOT SIGNAL AT FAIRVIEW IS VISIBLE AT 37 FEET.
 BY0975'
 BY0975'AN 87 FOOT SIGNAL AT GRANT IS VISIBLE AT 50 FEET.
 BY0975'
 BY0975'A 100 FOOT SIGNAL AT HUNTINGTON IS VISIBLE AT 37 FEET.
 BY0975'
 BY0975'A 74 FOOT SIGNAL AT SHAWNEE IS VISIBLE AT 37 FEET.
 BY0975'
 BY0975'A 74 FOOT SIGNAL AT MOSS HILL IS VISIBLE AT 37 FEET.
 BY0975'
 BY0975'A 100 FOOT SIGNAL AT GREGORY 1931 ECC. IS VISIBLE AT 4 FEET.
 BY0975'
 BY0975'A 100 FOOT SIGNAL AT ENON IS VISIBLE AT 50 FEET.
 BY0975'
 BY0975'A 100 FOOT SIGNAL AT BARNUM IS VISIBLE AT 37 FEET.
 BY0975'
 BY0975'A 100 FOOT SIGNAL AT WAKEFIELD IS VISIBLE AT 37 FEET.
 BY0975'
 BY0975'A 4 FOOT SIGNAL AT ROCKLAND (U.S.E.D.) IS VISIBLE AT 4 FEET.
 BY0975'
 BY0975'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BY0975
 BY0975                          STATION RECOVERY (1949)
 BY0975
 BY0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BY0975'12.35 MI S FROM ZAVALLA.
 BY0975'3.65 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0975'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.25 MILES
 BY0975'NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.2 MILES SOUTHWEST ALONG A
 BY0975'GRADED DIRT ROAD, THENCE 3.05 MILES NORTHWEST ALONG A GRADED DIRT
 BY0975'ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT TRAIL, AT THE TOP OF A HILL,
 BY0975'74.3 FEET SOUTHWEST OF REFERENCE MARK WOLF HILL R.M. 1, 44.0 FEET WEST
 BY0975'OF THE CENTER LINE OF THE TRAIL LEADING TO THE WOLF HILL FIRE TOWER,
 BY0975'23.0 FEET WEST OF THE NORTHWEST LEG OF THE FIRE TOWER, 2.5 FEET EAST
 BY0975'OF A 4X4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 BY0975'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0978 ***********************************************************************
 BY0978  DESIGNATION -  WOLF HILL AZ MK
 BY0978  PID         -  BY0978
 BY0978  STATE/COUNTY-  TX/ANGELINA
 BY0978  USGS QUAD   -  WOLF HILL (1980)
 BY0978
 BY0978                         *CURRENT SURVEY CONTROL
 BY0978  ___________________________________________________________________
 BY0978* NAD 83(1986)-  31 06 43.     (N)    094 32 03.     (W)     SCALED    
 BY0978* NAVD 88     -        97.59   (+/-2cm)     320.2    (feet)  VERTCON   
 BY0978  ___________________________________________________________________
 BY0978  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BY0978
 BY0978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0978
 BY0978.The horizontal coordinates were scaled from a topographic map and have
 BY0978.an estimated accuracy of +/- 6 seconds.
 BY0978
 BY0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0978.The vertical order pertains to the NGVD 29 superseded value.
 BY0978
 BY0978.The geoid height was determined by GEOID03.
 BY0978
 BY0978;                    North         East    Units  Estimated Accuracy
 BY0978;SPC TX C     - 3,174,630.    1,252,880.      MT  (+/- 180 meters Scaled)
 BY0978
 BY0978                          SUPERSEDED SURVEY CONTROL
 BY0978
 BY0978  NGVD 29 (??/??/92)   97.619  (m)          320.27   (f) ADJ UNCH    2 0
 BY0978
 BY0978.Superseded values are not recommended for survey control.
 BY0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0978.See file dsdata.txt to determine how the superseded data were derived.
 BY0978
 BY0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ537430(NAD 83)
 BY0978_MARKER: DZ = AZIMUTH MARK DISK
 BY0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0978_STAMPING: WOLF HILL 1949
 BY0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0978+STABILITY: SURFACE MOTION
 BY0978
 BY0978  HISTORY     - Date     Condition        Report By
 BY0978  HISTORY     - 1949     MONUMENTED       CGS
 BY0978
 BY0978                          STATION DESCRIPTION
 BY0978
 BY0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0978'12.30 MI NW FROM ZAVALLA.
 BY0978'3.65 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0978'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.25 MILES
 BY0978'NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.2 MILES SOUTHWEST ALONG A
 BY0978'GRADED DIRT ROAD, THENCE 3.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD,
 BY0978'AT A JUNCTION WITH A TRAIL LEADING NORTH, ABOUT 0.4 MILE NORTH OF WOLF
 BY0978'HILL FIRE TOWER, 36.0 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF
 BY0978'THE TRAIL LEADING NORTH, 17.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY0978'GRADED DIRT ROAD, 1.4 FEET SOUTHEAST OF A 4 X 4 REFERENCE POST, SET IN
 BY0978'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2654 ***********************************************************************
 BY2654  DESIGNATION -  WOLF HILL LOOKOUT TOWER 1949
 BY2654  PID         -  BY2654
 BY2654  STATE/COUNTY-  TX/ANGELINA
 BY2654  USGS QUAD   -  WOLF HILL (1980)
 BY2654
 BY2654                         *CURRENT SURVEY CONTROL
 BY2654  ___________________________________________________________________
 BY2654* NAD 83(1993)-  31 06 31.49787(N)    094 31 48.86590(W)     ADJUSTED  
 BY2654* NAVD 88     -                                                        
 BY2654  ___________________________________________________________________
 BY2654  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BY2654  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BY2654
 BY2654  HORZ ORDER  -  THIRD
 BY2654
 BY2654.The horizontal coordinates were established by classical geodetic methods
 BY2654.and adjusted by the National Geodetic Survey in February 1996..
 BY2654
 BY2654
 BY2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2654
 BY2654.The geoid height was determined by GEOID03.
 BY2654
 BY2654;                    North         East     Units Scale Factor Converg.
 BY2654;SPC TX C     - 3,174,296.809 1,253,274.629   MT  0.99988349   +2 59 20.2
 BY2654;SPC TX C     -10,414,338.78  4,111,785.18   sFT  0.99988349   +2 59 20.2
 BY2654;UTM  15      - 3,442,661.176   354,071.863   MT  0.99986267   -0 47 26.7
 BY2654
 BY2654                          SUPERSEDED SURVEY CONTROL
 BY2654
 BY2654  NAD 83(1986)-  31 06 31.50932(N)    094 31 48.85606(W) AD(       ) 4
 BY2654  NAD 27      -  31 06 30.82000(N)    094 31 48.12100(W) AD(       ) 3
 BY2654
 BY2654.Superseded values are not recommended for survey control.
 BY2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2654.See file dsdata.txt to determine how the superseded data were derived.
 BY2654
 BY2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ5407242661(NAD 83)
 BY2654_MARKER: 57 = LOOKOUT TOWER
 BY2654
 BY2654  HISTORY     - Date     Condition        Report By
 BY2654  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2654
 BY2654                          STATION DESCRIPTION
 BY2654
 BY2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2654'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT BARE SANDY
 BY2654'HILL, LOCALLY KNOWN AS WOLF HILL.  IT IS ABOUT 20 MILES SOUTHEAST
 BY2654'OF LUFKIN, 19 MILES NORTHEAST OF CORRIGAN, AND 6.0 MILES WEST
 BY2654'OF ZAVALLA.
 BY2654'
 BY2654'IT IS A FOUR LEGGED POLE STRUCTURE SUPPORTING A HOUSE AT THE TOP.
 BY2654'THE HOUSE HAS A PYRAMIDAL ROOF AND ITS OVERALL HEIGHT IS ABOUT
 BY2654'50 FEET.
 BY2654'
 BY2654'THE POINT TRAVERSED TO AND OBSERVED UPON WAS THE CENTER OF THE
 BY2654'PEAK OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0977 ***********************************************************************
 BY0977  DESIGNATION -  WOLF HILL RM 1
 BY0977  PID         -  BY0977
 BY0977  STATE/COUNTY-  TX/ANGELINA
 BY0977  USGS QUAD   -  WOLF HILL (1980)
 BY0977
 BY0977                         *CURRENT SURVEY CONTROL
 BY0977  ___________________________________________________________________
 BY0977* NAD 83(1986)-  31 06 31.     (N)    094 31 49.     (W)     SCALED    
 BY0977* NAVD 88     -       114.94   (+/-2cm)     377.1    (feet)  VERTCON   
 BY0977  ___________________________________________________________________
 BY0977  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BY0977
 BY0977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0977
 BY0977.The horizontal coordinates were scaled from a topographic map and have
 BY0977.an estimated accuracy of +/- 6 seconds.
 BY0977
 BY0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0977.The vertical order pertains to the NGVD 29 superseded value.
 BY0977
 BY0977.The geoid height was determined by GEOID03.
 BY0977
 BY0977;                    North         East    Units  Estimated Accuracy
 BY0977;SPC TX C     - 3,174,280.    1,253,270.      MT  (+/- 180 meters Scaled)
 BY0977
 BY0977                          SUPERSEDED SURVEY CONTROL
 BY0977
 BY0977  NGVD 29 (??/??/92)  114.960  (m)          377.16   (f) ADJ UNCH    2 0
 BY0977
 BY0977.Superseded values are not recommended for survey control.
 BY0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0977.See file dsdata.txt to determine how the superseded data were derived.
 BY0977
 BY0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ540426(NAD 83)
 BY0977_MARKER: DR = REFERENCE MARK DISK
 BY0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0977_STAMPING: WOLF HILL NO 1 1949
 BY0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0977+STABILITY: SURFACE MOTION
 BY0977
 BY0977  HISTORY     - Date     Condition        Report By
 BY0977  HISTORY     - 1949     MONUMENTED       CGS
 BY0977
 BY0977                          STATION DESCRIPTION
 BY0977
 BY0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0977'16.35 MI S FROM ZAVALLA.
 BY0977'3.65 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0977'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.25 MILES
 BY0977'NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.2 MILES SOUTHWEST ALONG A
 BY0977'GRADED DIRT ROAD, THENCE 3.05 MILES NORTHWEST ALONG A GRADED DIRT
 BY0977'ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT TRAIL, AT THE TOP OF A HILL,
 BY0977'74.3 FEET NORTHEAST OF WOLF HILL TRIANGULATION STATION, 52.0 FEET
 BY0977'NORTHEAST OF THE NORTHEAST LEG OF THE WOLF HILL FIRE TOWER, 25.0 FEET
 BY0977'NORTHWEST OF A STUMP HOLDING A GUY WIRE TO THE FIRE TOWER, 13.0 FEET
 BY0977'WEST OF THE EXTENDED CENTER LINE OF THE TRAIL LEADING TO THE FIRE
 BY0977'TOWER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BY0977'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0976 ***********************************************************************
 BY0976  DESIGNATION -  WOLF HILL RM 2
 BY0976  PID         -  BY0976
 BY0976  STATE/COUNTY-  TX/ANGELINA
 BY0976  USGS QUAD   -  WOLF HILL (1980)
 BY0976
 BY0976                         *CURRENT SURVEY CONTROL
 BY0976  ___________________________________________________________________
 BY0976* NAD 83(1986)-  31 06 31.     (N)    094 31 49.     (W)     SCALED    
 BY0976* NAVD 88     -       115.86   (+/-2cm)     380.1    (feet)  VERTCON   
 BY0976  ___________________________________________________________________
 BY0976  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BY0976
 BY0976  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0976
 BY0976.The horizontal coordinates were scaled from a topographic map and have
 BY0976.an estimated accuracy of +/- 6 seconds.
 BY0976
 BY0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0976.The vertical order pertains to the NGVD 29 superseded value.
 BY0976
 BY0976.The geoid height was determined by GEOID03.
 BY0976
 BY0976;                    North         East    Units  Estimated Accuracy
 BY0976;SPC TX C     - 3,174,280.    1,253,270.      MT  (+/- 180 meters Scaled)
 BY0976
 BY0976                          SUPERSEDED SURVEY CONTROL
 BY0976
 BY0976  NGVD 29 (??/??/92)  115.880  (m)          380.18   (f) ADJ UNCH    2 0
 BY0976
 BY0976.Superseded values are not recommended for survey control.
 BY0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0976.See file dsdata.txt to determine how the superseded data were derived.
 BY0976
 BY0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ540426(NAD 83)
 BY0976_MARKER: DR = REFERENCE MARK DISK
 BY0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0976_STAMPING: WOLF HILL NO 2 1949
 BY0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0976+STABILITY: SURFACE MOTION
 BY0976
 BY0976  HISTORY     - Date     Condition        Report By
 BY0976  HISTORY     - 1949     MONUMENTED       CGS
 BY0976
 BY0976                          STATION DESCRIPTION
 BY0976
 BY0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0976'12.35 MI S FROM ZAVALLA.
 BY0976'3.65 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0976'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.25 MILES
 BY0976'NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.2 MILES SOUTHWEST ALONG A
 BY0976'GRADED DIRT ROAD, THENCE 3.05 MILES NORTHWEST ALONG A GRADED DIRT
 BY0976'ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT TRAIL, AT THE TOP OF A HILL,
 BY0976'68.5 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE WOLF HILL FIRE TOWER,
 BY0976'63.5 FEET SOUTH OF WOLF HILL TRIANGULATION STATION, 36.8 FEET SOUTH OF
 BY0976'THE SOUTHWEST GUY WIRE FOR THE FIRE TOWER, 28.0 FEET WEST OF THE
 BY0976'CENTER LINE OF THE TRAIL LEADING TO THE FIRE TOWER, SET IN THE TOP OF
 BY0976'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1089 ***********************************************************************
 DN1089  DESIGNATION -  WOLFE
 DN1089  PID         -  DN1089
 DN1089  STATE/COUNTY-  TX/HUNT
 DN1089  USGS QUAD   -  GOBER (1964)
 DN1089
 DN1089                         *CURRENT SURVEY CONTROL
 DN1089  ___________________________________________________________________
 DN1089* NAD 83(1993)-  33 22 48.64774(N)    096 03 58.40166(W)     ADJUSTED  
 DN1089* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 DN1089  ___________________________________________________________________
 DN1089  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DN1089  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DN1089
 DN1089  HORZ ORDER  -  SECOND
 DN1089
 DN1089.The horizontal coordinates were established by classical geodetic methods
 DN1089.and adjusted by the National Geodetic Survey in February 1996..
 DN1089
 DN1089.The orthometric height was scaled from a topographic map.
 DN1089
 DN1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1089
 DN1089.The geoid height was determined by GEOID03.
 DN1089
 DN1089;                    North         East     Units Scale Factor Converg.
 DN1089;SPC TXNC     - 2,192,635.496   826,418.467   MT  0.99988901   +1 19 38.5
 DN1089;SPC TXNC     - 7,193,671.62  2,711,341.25   sFT  0.99988901   +1 19 38.5
 DN1089;UTM  14      - 3,697,281.509   772,927.263   MT  1.00051848   +1 36 54.5
 DN1089;UTM  15      - 3,697,636.921   214,746.863   MT  1.00060333   -1 41 17.3
 DN1089
 DN1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1089!SPC TXNC     -   0.99997013  x   0.99988901  =   0.99985914
 DN1089!UTM  14      -   0.99997013  x   1.00051848  =   1.00048860
 DN1089!UTM  15      -   0.99997013  x   1.00060333  =   1.00057344
 DN1089
 DN1089:                Primary Azimuth Mark                     Grid Az
 DN1089:SPC TXNC     -  LADONIA MUNICIPAL TANK                   063 45 47.2
 DN1089:UTM  14      -  LADONIA MUNICIPAL TANK                   063 28 31.2
 DN1089:UTM  15      -  LADONIA MUNICIPAL TANK                   066 46 43.0
 DN1089
 DN1089|---------------------------------------------------------------------|
 DN1089| PID    Reference Object                     Distance      Geod. Az  |
 DN1089|                                                           dddmmss.s |
 DN1089| DM1413 LADONIA MUNICIPAL TANK              APPROX.12.2 KM 0650525.7 |
 DN1089| CY3159 WOLFE RM 1                           13.716 METERS 12130     |
 DN1089| DM1407 COMMERCE E TEX ST TEACH COL TK      APPROX.21.6 KM 1371641.2 |
 DN1089| DN1102 GREENVILLE RAD STA KGVL MAST        APPROX.23.8 KM 1871955.9 |
 DN1089| DN1100 GREENVILLE MUNICIPAL TANK           APPROX.27.8 KM 1885523.9 |
 DN1089| DN1091 WOLFE CITY MUNICIPAL TANK           APPROX. 1.0 KM 1894907.5 |
 DN1089| CY3160 WOLFE RM 2                           14.298 METERS 25409     |
 DN1089|---------------------------------------------------------------------|
 DN1089
 DN1089                          SUPERSEDED SURVEY CONTROL
 DN1089
 DN1089  NAD 83(1993)-  33 22 48.64965(N)    096 03 58.39879(W) AD(       ) 2
 DN1089  NAD 83(1986)-  33 22 48.65441(N)    096 03 58.39035(W) AD(       ) 2
 DN1089  NAD 27      -  33 22 48.26220(N)    096 03 57.49370(W) AD(       ) 2
 DN1089
 DN1089.Superseded values are not recommended for survey control.
 DN1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1089.See file dsdata.txt to determine how the superseded data were derived.
 DN1089
 DN1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7292797282(NAD 83)
 DN1089_MARKER: DS = TRIANGULATION STATION DISK
 DN1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1089
 DN1089  HISTORY     - Date     Condition        Report By
 DN1089  HISTORY     - 1957     MONUMENTED       CGS
 DN1089  HISTORY     - 1958     GOOD             CGS
 DN1089  HISTORY     - 19940416 GOOD             USPSQD
 DN1089
 DN1089                          STATION DESCRIPTION
 DN1089
 DN1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1089'THE STATION IS LOCATED IN A FARM YARD ABOUT 0.7 MILE
 DN1089'NORTH-NORTHEAST OF THE BUSINESS DISTRICT OF WOLFE CITY, 75
 DN1089'FEET EAST OF THE CENTER OF A ROAD, 45 FEET EAST OF A NORTH-SOUTH
 DN1089'FENCE, 19 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE AND 16
 DN1089'FEET SOUTHEAST OF A 16 INCH CEDAR TREE.  THE MARK IS STAMPED
 DN1089'WOLFE 1957 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1089'
 DN1089'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE SOUTHEAST CORNER
 DN1089'OF THE HOUSE AND 1 FOOT WEST OF A LARGE FRUIT TREE.  THE
 DN1089'MARK IS STAMPED WOLFE NO 1 1957 AND IS FLUSH WITH THE GROUND
 DN1089'SURFACE.
 DN1089'
 DN1089'REFERENCE MARK NO. 2 IS 61 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 DN1089'CORNER OF THE HOUSE, 30 FEET EAST OF THE CENTER OF THE ROAD
 DN1089'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  THE MARK IS STAMPED
 DN1089'WOLFE NO 2 1957 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1089'
 DN1089'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 84.1 FEET.
 DN1089'
 DN1089'NO AZIMUTH MARK WAS ESTABLISHED.
 DN1089'
 DN1089'TO REACH THE STATION FROM THE INTERSECTION JUST WEST OF
 DN1089'THE POST OFFICE IN WOLFE CITY, GO NORTH ON STATE HIGHWAY
 DN1089'34 FOR 0.75 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO EAST
 DN1089'ON DIRT ROAD FOR 0.1 MILE TO A T ROAD RIGHT, TURN RIGHT
 DN1089'AND GO SOUTH ON DIRT ROAD FOR 0.1 MILE TO A FARM YARD ON
 DN1089'THE LEFT AND STATION AS DESCRIBED.
 DN1089'
 DN1089'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 DN1089
 DN1089                          STATION RECOVERY (1958)
 DN1089
 DN1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1089'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1089'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1089'TO STATION SITE ARE CORRECT.
 DN1089
 DN1089                          STATION RECOVERY (1994)
 DN1089
 DN1089'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0175 ***********************************************************************
 DN0175  DESIGNATION -  WOLFE CITY
 DN0175  PID         -  DN0175
 DN0175  STATE/COUNTY-  TX/HUNT
 DN0175  USGS QUAD   -  WOLFE CITY (1965)
 DN0175
 DN0175                         *CURRENT SURVEY CONTROL
 DN0175  ___________________________________________________________________
 DN0175* NAD 83(1986)-  33 22 17.     (N)    096 04 16.     (W)     SCALED    
 DN0175* NAVD 88     -       206.651  (meters)     677.99   (feet)  ADJUSTED  
 DN0175  ___________________________________________________________________
 DN0175  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DN0175  DYNAMIC HT  -         206.431 (meters)     677.27  (feet)  COMP
 DN0175  MODELED GRAV-     979,565.0   (mgal)                       NAVD 88
 DN0175
 DN0175  VERT ORDER  -  SECOND    CLASS 0
 DN0175
 DN0175.The horizontal coordinates were scaled from a topographic map and have
 DN0175.an estimated accuracy of +/- 6 seconds.
 DN0175
 DN0175.The orthometric height was determined by differential leveling
 DN0175.and adjusted by the National Geodetic Survey in June 1991..
 DN0175
 DN0175.The geoid height was determined by GEOID03.
 DN0175
 DN0175.The dynamic height is computed by dividing the NAVD 88
 DN0175.geopotential number by the normal gravity value computed on the
 DN0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0175.degrees latitude (g = 980.6199 gals.).
 DN0175
 DN0175.The modeled gravity was interpolated from observed gravity values.
 DN0175
 DN0175;                    North         East    Units  Estimated Accuracy
 DN0175;SPC TXNC     - 2,191,650.      825,990.      MT  (+/- 180 meters Scaled)
 DN0175
 DN0175                          SUPERSEDED SURVEY CONTROL
 DN0175
 DN0175  NGVD 29 (??/??/92)  206.636  (m)          677.94   (f) ADJ UNCH    2 0
 DN0175
 DN0175.Superseded values are not recommended for survey control.
 DN0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0175.See file dsdata.txt to determine how the superseded data were derived.
 DN0175
 DN0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB725962(NAD 83)
 DN0175_MARKER: Q = CHISELED SQUARE
 DN0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0175_SP_SET: DOORSILL
 DN0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0175
 DN0175  HISTORY     - Date     Condition        Report By
 DN0175  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0175  HISTORY     - 1934     GOOD             NGS
 DN0175
 DN0175                          STATION DESCRIPTION
 DN0175
 DN0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0175'IN WOLFE CITY.
 DN0175'AT WOLFE CITY AND ALONG THE S F R R 23 FEET SE OF THE TRACK.  IN DOOR
 DN0175'SILL OF ENTRANCE TO COLORED WAITING ROOM OF SF DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1091 ***********************************************************************
 DN1091  DESIGNATION -  WOLFE CITY MUNICIPAL TANK
 DN1091  PID         -  DN1091
 DN1091  STATE/COUNTY-  TX/HUNT
 DN1091  USGS QUAD   -  WOLFE CITY (1965)
 DN1091
 DN1091                         *CURRENT SURVEY CONTROL
 DN1091  ___________________________________________________________________
 DN1091* NAD 83(1993)-  33 22 15.82842(N)    096 04 05.17114(W)     ADJUSTED  
 DN1091* NAVD 88     -                                                        
 DN1091  ___________________________________________________________________
 DN1091  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DN1091  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DN1091
 DN1091  HORZ ORDER  -  THIRD
 DN1091
 DN1091.The horizontal coordinates were established by classical geodetic methods
 DN1091.and adjusted by the National Geodetic Survey in February 1996..
 DN1091
 DN1091
 DN1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1091
 DN1091.The geoid height was determined by GEOID03.
 DN1091
 DN1091;                    North         East     Units Scale Factor Converg.
 DN1091;SPC TXNC     - 2,191,620.709   826,266.962   MT  0.99988811   +1 19 34.8
 DN1091;SPC TXNC     - 7,190,342.28  2,710,844.19   sFT  0.99988811   +1 19 34.8
 DN1091;UTM  14      - 3,696,265.336   772,780.761   MT  1.00051750   +1 36 49.4
 DN1091;UTM  15      - 3,696,630.789   214,542.040   MT  1.00060477   -1 41 19.6
 DN1091
 DN1091                          SUPERSEDED SURVEY CONTROL
 DN1091
 DN1091  NAD 83(1993)-  33 22 15.83079(N)    096 04 05.16813(W) AD(       ) 4
 DN1091  NAD 83(1986)-  33 22 15.83564(N)    096 04 05.15963(W) AD(       ) 4
 DN1091  NAD 27      -  33 22 15.44500(N)    096 04 04.26200(W) AD(       ) 3
 DN1091
 DN1091.Superseded values are not recommended for survey control.
 DN1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1091.See file dsdata.txt to determine how the superseded data were derived.
 DN1091
 DN1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7278196265(NAD 83)
 DN1091_MARKER: 53 = ELEVATED TANK
 DN1091
 DN1091  HISTORY     - Date     Condition        Report By
 DN1091  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1091  HISTORY     - 1958     GOOD             CGS
 DN1091  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN1091
 DN1091                          STATION DESCRIPTION
 DN1091
 DN1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1091'THE STATION IS LOCATED NEAR THE CENTER OF WOLFE CITY, ONE
 DN1091'BLOCK EAST FROM THE POST OFFICE.
 DN1091'
 DN1091'THE STEEL TANK HAS A CONICAL ROOF, PAINTED SILVER IN COLOR,
 DN1091'IS SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE, AND HAS AN
 DN1091'OVER-ALL HEIGHT OF 125 FEET.  THE TOP AND CENTER OF THE
 DN1091'TANK WAS INTERSECTED.
 DN1091
 DN1091                          STATION RECOVERY (1958)
 DN1091
 DN1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1091'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1091'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1091
 DN1091                          STATION RECOVERY (1994)
 DN1091
 DN1091'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1090 ***********************************************************************
 DN1090  DESIGNATION -  WOLFE CITY NE TEX OIL MILL TK
 DN1090  PID         -  DN1090
 DN1090  STATE/COUNTY-  TX/HUNT
 DN1090  USGS QUAD   -  WOLFE CITY (1965)
 DN1090
 DN1090                         *CURRENT SURVEY CONTROL
 DN1090  ___________________________________________________________________
 DN1090* NAD 83(1993)-  33 22 23.73586(N)    096 04 15.39065(W)     ADJUSTED  
 DN1090* NAVD 88     -                                                        
 DN1090  ___________________________________________________________________
 DN1090  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DN1090  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DN1090
 DN1090  HORZ ORDER  -  THIRD
 DN1090
 DN1090.The horizontal coordinates were established by classical geodetic methods
 DN1090.and adjusted by the National Geodetic Survey in February 1996..
 DN1090
 DN1090
 DN1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1090
 DN1090.The geoid height was determined by GEOID03.
 DN1090
 DN1090;                    North         East     Units Scale Factor Converg.
 DN1090;SPC TXNC     - 2,191,858.123   825,997.256   MT  0.99988832   +1 19 29.3
 DN1090;SPC TXNC     - 7,191,121.19  2,709,959.33   sFT  0.99988832   +1 19 29.3
 DN1090;UTM  14      - 3,696,501.543   772,509.697   MT  1.00051567   +1 36 44.1
 DN1090;UTM  15      - 3,696,882.242   214,285.012   MT  1.00060658   -1 41 25.6
 DN1090
 DN1090                          SUPERSEDED SURVEY CONTROL
 DN1090
 DN1090  NAD 83(1993)-  33 22 23.73817(N)    096 04 15.38776(W) AD(       ) 4
 DN1090  NAD 83(1986)-  33 22 23.74300(N)    096 04 15.37923(W) AD(       ) 4
 DN1090  NAD 27      -  33 22 23.35100(N)    096 04 14.47900(W) AD(       ) 3
 DN1090
 DN1090.Superseded values are not recommended for survey control.
 DN1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1090.See file dsdata.txt to determine how the superseded data were derived.
 DN1090
 DN1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7251096502(NAD 83)
 DN1090_MARKER: 53 = ELEVATED TANK
 DN1090
 DN1090  HISTORY     - Date     Condition        Report By
 DN1090  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1090  HISTORY     - 1958     GOOD             CGS
 DN1090  HISTORY     - 19940416 GOOD             USPSQD
 DN1090
 DN1090                          STATION DESCRIPTION
 DN1090
 DN1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1090'THE STATION IS LOCATED AT THE NORTH SIDE OF TOWN, ABOUT
 DN1090'100 YARDS WEST OF STATE HIGHWAY 34.
 DN1090'
 DN1090'THE TANK IS A STEEL TANK WITH A CONICAL TOP AND SILVER IN
 DN1090'COLOR, MOUNTED ON THE TOP OF A FOUR LEGGED STEEL STRUCTURE
 DN1090'AND IS 125 FEET HIGH.  THE TOP AND CENTER OF THE TANK WAS
 DN1090'INTERSECTED.
 DN1090
 DN1090                          STATION RECOVERY (1958)
 DN1090
 DN1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1090'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1090'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1090
 DN1090                          STATION RECOVERY (1994)
 DN1090
 DN1090'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0978 ***********************************************************************
 CT0978  DESIGNATION -  WOLTERS VILLAGE WT SEC
 CT0978  PID         -  CT0978
 CT0978  STATE/COUNTY-  TX/PALO PINTO
 CT0978  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0978
 CT0978                         *CURRENT SURVEY CONTROL
 CT0978  ___________________________________________________________________
 CT0978* NAD 83(1993)-  32 49 31.30547(N)    098 04 05.30433(W)     ADJUSTED  
 CT0978* NAVD 88     -                                                        
 CT0978  ___________________________________________________________________
 CT0978  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CT0978  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CT0978
 CT0978  HORZ ORDER  -  THIRD
 CT0978
 CT0978.The horizontal coordinates were established by classical geodetic methods
 CT0978.and adjusted by the National Geodetic Survey in February 1996..
 CT0978
 CT0978
 CT0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0978
 CT0978.The geoid height was determined by GEOID03.
 CT0978
 CT0978;                    North         East     Units Scale Factor Converg.
 CT0978;SPC TXNC     - 2,128,570.618   640,433.066   MT  0.99988038   +0 14 07.9
 CT0978;SPC TXNC     - 6,983,485.44  2,101,154.15   sFT  0.99988038   +0 14 07.9
 CT0978;UTM  14      - 3,632,311.417   587,223.157   MT  0.99969381   +0 30 18.6
 CT0978
 CT0978                          SUPERSEDED SURVEY CONTROL
 CT0978
 CT0978  NAD 83(1993)-  32 49 31.30834(N)    098 04 05.29158(W) AD(       ) 4
 CT0978  NAD 83(1986)-  32 49 31.30898(N)    098 04 05.28889(W) AD(       ) 4
 CT0978  NAD 27      -  32 49 30.85789(N)    098 04 04.13563(W) AD(       ) 3
 CT0978
 CT0978.Superseded values are not recommended for survey control.
 CT0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0978.See file dsdata.txt to determine how the superseded data were derived.
 CT0978
 CT0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8722332311(NAD 83)
 CT0978_MARKER: 51 = TANK
 CT0978
 CT0978  HISTORY     - Date     Condition        Report By
 CT0978  HISTORY     - 1958     FIRST OBSERVED   USGS
 CT0978  HISTORY     - 19980822 GOOD             USPSQD
 CT0978  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0978
 CT0978                          STATION DESCRIPTION
 CT0978
 CT0978'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0978'STATION IS NEAR N. BOUNDARY OF PALO PINTO COUNTY, TEXAS, ABOUT 2.7 MI.
 CT0978'E. AND 1.15 MI. N. OF THE JUNCTION OF U.S. HIGHWAYS 180 AND 281 IN
 CT0978'MINERAL WELLS, ON A SMALL HILL AT N. EDGE OF WOLTERS VILLAGE.
 CT0978'
 CT0978'STATION MARK--SMALL METAL BALL ON TOP OF ORANGE AND WHITE CHECKERBOARD
 CT0978'PATTERN (PAINTED) WATER TANK.
 CT0978
 CT0978                          STATION RECOVERY (1998)
 CT0978
 CT0978'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0978'RECOVERED IN GOOD CONDITION.
 CT0978
 CT0978                          STATION RECOVERY (2004)
 CT0978
 CT0978'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1360 ***********************************************************************
 DN1360  DESIGNATION -  WOMACH
 DN1360  PID         -  DN1360
 DN1360  STATE/COUNTY-  TX/WISE
 DN1360  USGS QUAD   -  DECATUR (1972)
 DN1360
 DN1360                         *CURRENT SURVEY CONTROL
 DN1360  ___________________________________________________________________
 DN1360* NAD 83(1993)-  33 08 17.70311(N)    097 36 10.07237(W)     ADJUSTED  
 DN1360* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 DN1360  ___________________________________________________________________
 DN1360  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DN1360  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DN1360
 DN1360  HORZ ORDER  -  FIRST
 DN1360
 DN1360.The horizontal coordinates were established by classical geodetic methods
 DN1360.and adjusted by the National Geodetic Survey in February 1996..
 DN1360
 DN1360.The orthometric height was scaled from a topographic map.
 DN1360
 DN1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1360
 DN1360.The geoid height was determined by GEOID03.
 DN1360
 DN1360;                    North         East     Units Scale Factor Converg.
 DN1360;SPC TXNC     - 2,163,541.193   683,703.827   MT  0.99987376   +0 29 21.6
 DN1360;SPC TXNC     - 7,098,218.06  2,243,118.31   sFT  0.99987376   +0 29 21.6
 DN1360;UTM  14      - 3,667,482.368   630,322.101   MT  0.99980940   +0 45 50.1
 DN1360
 DN1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1360!SPC TXNC     -   0.99996715  x   0.99987376  =   0.99984092
 DN1360!UTM  14      -   0.99996715  x   0.99980940  =   0.99977656
 DN1360
 DN1360:                Primary Azimuth Mark                     Grid Az
 DN1360:SPC TXNC     -  DECATUR MUNICIPAL TANK                   006 59 11.0
 DN1360:UTM  14      -  DECATUR MUNICIPAL TANK                   006 42 42.5
 DN1360
 DN1360|---------------------------------------------------------------------|
 DN1360| PID    Reference Object                     Distance      Geod. Az  |
 DN1360|                                                           dddmmss.s |
 DN1360| DN1359 DECATUR MUNICIPAL TANK              APPROX.10.8 KM 0072832.6 |
 DN1360| DN1355 DECATUR WISE CO CTHSE CUPOLA        APPROX.10.8 KM 0075344.4 |
 DN1360| DN1356 DECATUR BAP JUNIOR COLL CUPOLA      APPROX. 9.5 KM 0090456.2 |
 DN1360| DN1358 DECATUR WAGGONER ESTATE CUPOLA      APPROX.10.9 KM 0123442.0 |
 DN1360| DN1361 PTS 22 Y USGS 1935                    8.513 METERS 04848     |
 DN1360| DN0784 WOODIE                              APPROX. 6.8 KM 0795324.3 |
 DN1360| CY3161 WOMACH AZ MK                                       1131129.1 |
 DN1360| DN1340 RHOME MUNICIPAL TANK                APPROX.15.4 KM 1274915.1 |
 DN1360| DN1362 BOYD MUNICIPAL TANK                 APPROX. 7.5 KM 1510014.5 |
 DN1360| CY3162 WOMACH RM 1                          34.473 METERS 17008     |
 DN1360| CY3163 WOMACH RM 2                          21.476 METERS 28851     |
 DN1360| DN1366 BRIDGEPORT MUNICIPAL TANK           APPROX.16.2 KM 3012532.1 |
 DN1360|---------------------------------------------------------------------|
 DN1360
 DN1360                          SUPERSEDED SURVEY CONTROL
 DN1360
 DN1360  NAD 83(1993)-  33 08 17.70432(N)    097 36 10.06274(W) AD(       ) 1
 DN1360  NAD 83(1986)-  33 08 17.70724(N)    097 36 10.05741(W) AD(       ) 1
 DN1360  NAD 27      -  33 08 17.28000(N)    097 36 08.95800(W) AD(       ) 1
 DN1360
 DN1360.Superseded values are not recommended for survey control.
 DN1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1360.See file dsdata.txt to determine how the superseded data were derived.
 DN1360
 DN1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3032267482(NAD 83)
 DN1360_MARKER: DS = TRIANGULATION STATION DISK
 DN1360_SETTING: 0 = UNSPECIFIED SETTING
 DN1360
 DN1360  HISTORY     - Date     Condition        Report By
 DN1360  HISTORY     - 1935     MONUMENTED       CGS
 DN1360  HISTORY     - 1937     GOOD             CGS
 DN1360  HISTORY     - 1937     GOOD             TXHD
 DN1360  HISTORY     - 1946     GOOD             CGS
 DN1360  HISTORY     - 1950     GOOD             CGS
 DN1360  HISTORY     - 1956     GOOD             CGS
 DN1360  HISTORY     - 1960     GOOD             CGS
 DN1360  HISTORY     - 1968     GOOD             CGS
 DN1360
 DN1360                          STATION DESCRIPTION
 DN1360
 DN1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1360'LOCATED IN THE NE CORNER OF A WOOD LOT, FENCED AND BOUNDED
 DN1360'BY A DIRT ROAD ON THE N AND E SIDES.  IT IS 23 FEET W AND
 DN1360'24 FEET S OF THE BOUNDARY FENCE.
 DN1360'
 DN1360'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 DN1360'IN THE TOP OF CONCRETE POSTS.  STATION MARK PROJECTS 2 INCHES.
 DN1360'
 DN1360'REFERENCE MARK 1 IS 2 FEET W OF THE FENCE ALONG THE W SIDE
 DN1360'OF THE ROAD AND 133 FEET S OF THE FENCE CORNER.  IT IS 159.40
 DN1360'FEET SE OF REFERENCE MARK 2.  IT IS A BRONZE REFERENCE DISK
 DN1360'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 4 INCHES.
 DN1360'
 DN1360'REFERENCE MARK 2 IS 2 FEET S OF THE FENCE ALONG THE S SIDE
 DN1360'OF THE ROAD AND 88 FEET W OF THE FENCE CORNER.  IT IS A
 DN1360'BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST
 DN1360'AND PROJECTS 3 INCHES.
 DN1360'
 DN1360'THE AZIMUTH MARK IS SE OF THE STATION, ALONG THE E SIDE OF
 DN1360'A N-S ROAD, ABOUT ONE MILE DISTANT.  IT IS 24 FEET E OF THE
 DN1360'CENTER LINE OF THE ROAD, 6 FEET N OF A 12-INCH OAK TREE,
 DN1360'22 FEET W OF A CORNER FENCE POST, AND 95 FEET NW OF THE
 DN1360'NW CORNER OF A WHITE FRAME HOUSE OWNED AND OCCUPIED BY ALMON
 DN1360'ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE
 DN1360'POST AND PROJECTS 3 INCHES.
 DN1360'
 DN1360'U.S.G.S. STATION P.T.S. 22Y IS A BRONZE DISK SET IN A 6-
 DN1360'BY 6-INCH POST, 1 FOOT E OF THE FENCE ALONG THE W SIDE OF
 DN1360'THE ROAD, AND 5 FEET S OF THE FENCE CORNER POST.  IT IS
 DN1360'SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 87.79 FEET
 DN1360'E OF REFERENCE MARK 2.
 DN1360'
 DN1360'THE STATION IS REACHED FROM DECATUR AT THE SE CORNER OF
 DN1360'THE SQUARE BY GOING S 0.4 MILE, THEN E 0.3 MILE.  FOLLOW
 DN1360'MAIN TRAVELED ROAD S FOR 7.0 MILES TO WHITE HOUSE AND AZIMUTH
 DN1360'MARK ON E SIDE OF ROAD, CONTINUE 0.1 MILE TO A SIDE ROAD,
 DN1360'TURN RIGHT AND GO 1.0 MILE, THEN N 0.5 MILE AND STATION
 DN1360'IS ON W AT TURN TO W.
 DN1360'
 DN1360'A LIGHT 47 FEET ABOVE WOODIE COMES INTO VIEW 42 FEET ABOVE
 DN1360'THIS STATION.
 DN1360'
 DN1360'A LIGHT 7 FEET ABOVE VOLE COMES INTO VIEW 35 FEET ABOVE
 DN1360'THIS STATION.
 DN1360'
 DN1360'A LIGHT 60 FEET ABOVE COWEN COMES INTO VIEW 42 FEET ABOVE
 DN1360'THIS STATION.
 DN1360'
 DN1360'HEIGHT OF LIGHT ABOVE STATION MARK-74 FEET.
 DN1360
 DN1360                          STATION RECOVERY (1937)
 DN1360
 DN1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 DN1360'STATION IS ON A LOW WOODED AREA IN THE TRINITY RIVER VALLEY,
 DN1360'ABOUT 5.0 MILES SSW OF DECATUR, AND ABOUT 1.0 MILE W OF
 DN1360'THE MAIN GRADED ROAD LEADING S FROM DECATUR.
 DN1360'
 DN1360'TO REACH FROM DECATUR, GO E FROM THE SE CORNER OF THE SQUARE,
 DN1360'FOR 0.2 MILE.  TURN RIGHT AND GO S ON THE MAIN GRADED ROAD,
 DN1360'PASSING TO THE LEFT OF AND S FROM THE GRADE SCHOOLHOUSE,
 DN1360'FOLLOW MAIN ROAD GENERALLY S FOR 6.7 MILES TO A WHITE HOUSE
 DN1360'ON THE HILL AT THE LEFT.  THE AZIMUTH MARK IS AT THE LEFT
 DN1360'OR N SIDE OF THE DRIVEWAY TO THE HOUSE, AT THE EDGE OF THE
 DN1360'GRADED ROAD.  TURN RIGHT AND GO N FOR 0.5 MILE TO THE POINT
 DN1360'WHERE THE ROAD TURNS TO THE LEFT OR W.  THE STATION IS IN
 DN1360'THE CORNER AT THE LEFT.
 DN1360'
 DN1360'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF
 DN1360'A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND
 DN1360'AND IS 23 FEET W AND 24 FEET FROM THE BOUNDARY FENCE.
 DN1360'(NOTE--THE STATION IS NOT ON THE HIGHEST GROUND.  THERE IS A
 DN1360'TIMBERED RIDGE ABOUT 15 FEET HIGHER THAN THE STATION ABOUT 200
 DN1360'YARDS W OVER WHICH THE ROAD TO THE W PASSES.)
 DN1360
 DN1360                          STATION RECOVERY (1937)
 DN1360
 DN1360'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1360'STATION, REFERENCE MARKS AND AZ. MARK RECOVERED AS DESCRIBED
 DN1360'AND IN GOOD CONDITION.
 DN1360
 DN1360                          STATION RECOVERY (1946)
 DN1360
 DN1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCP)
 DN1360'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S., IN 1935,
 DN1360'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 DN1360'FOLLOWS.
 DN1360'
 DN1360'THE STATION IS LOCATED ABOUT 5.0 MILES SSW OF DECATUR AND
 DN1360'0.8 MILE W OF THE DECATUR-BOYD GRADED DIRT ROAD.  IT IS
 DN1360'IN THE NE CORNER OF TIMBERED PASTURE LAND AND NOT ON THE
 DN1360'HIGHEST GROUND.  THE HIGHEST GROUND IS ABOUT 200 YARDS W
 DN1360'OF THE STATION AND IT IS ABOUT 25 FEET HIGHER.  THE STATION
 DN1360'IS 23 FEET W OF THE E BOUNDARY-LINE FENCE AND 24 FEET SOUTH
 DN1360'OF THE N BOUNDARY-LINE FENCE OF THE PASTURE LAND.  THE MARK
 DN1360'PROJECTS 2 INCHES AND THE DISK IS STAMPED WOMACH 1935.
 DN1360'
 DN1360'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 DN1360'DISKS SET IN THE TOP OF CONCRETE POSTS.
 DN1360'
 DN1360'THE AZIMUTH MARK IS 0.8 MILE SE OF THE STATION, 88 FEET
 DN1360'NW OF THE NW CORNER OF ALMON ROADS FARMHOUSE, 25 FEET E
 DN1360'OF THE APPROXIMATE CENTER LINE OF THE DECATUR-BOYD GRADED
 DN1360'DIRT ROAD, 6 FEET N OF A 12-INCH OAK TREE, AND 1 FOOT W
 DN1360'OF A SW FENCE CORNER POST.  THE MARK PROJECTS 2 INCHES AND
 DN1360'IS STAMPED WOMACH 1935.
 DN1360'
 DN1360'REFERENCE MARK 1 IS 34.473 METERS (113.10 FEET) S OF THE
 DN1360'STATION, 17 FEET W OF THE APPROXIMATE CENTER LINE OF A GRADED
 DN1360'DIRT ROAD, AND 2 FEET W OF A N-S FENCE LINE.  THE MARK PROJECTS
 DN1360'2 INCHES AND IS STAMPED WOMACH NO 1 1935.
 DN1360'
 DN1360'REFERENCE MARK 2 IS 21.476 METERS (70.46 FEET) W OF THE
 DN1360'STATION, 15 FEET S OF THE APPROXIMATE CENTER LINE OF A GRADED
 DN1360'DIRT ROAD, AND 2 FEET S OF AN E-W FENCE LINE.  THE MARK
 DN1360'PROJECTS 3 INCHES AND IS STAMPED WOMACH NO 2 1935.
 DN1360'
 DN1360'TO REACH THE STATION FROM THE SE CORNER OF THE WISE COUNTY
 DN1360'COURTHOUSE SQUARE IN THE CITY OF DECATUR, GO E 0.2 MILE,
 DN1360'THENCE S ON MAIN GRADED DIRT ROAD FOR 6.7 MILES TO ALMON
 DN1360'ROADS FARMHOUSE ON THE LEFT, AND THE AZIMUTH MARK AS DESCRIBED.
 DN1360'CONTINUE ON S FOR 0.05 MILE TO A T-ROAD RIGHT, TURN RIGHT
 DN1360'AND GO 0.8 MILE TO WHERE MAIN ROAD TURNS SHARP RIGHT, TURN
 DN1360'RIGHT AND GO N FOR 0.5 MILE TO WHERE MAIN ROAD TURNS SHARP
 DN1360'LEFT, AND THE STATION ON THE LEFT AS DESCRIBED.
 DN1360'
 DN1360'THE U.S.G.S. P.T.S. 22Y BENCH MARK MENTIONED IN THE 1935
 DN1360'DESCRIPTION HAS BEEN DESTROYED BY ROAD GRADER.
 DN1360'
 DN1360'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT
 DN1360'THE STATION AND A 64-FOOT TOWER IS NEEDED.
 DN1360
 DN1360                          STATION RECOVERY (1950)
 DN1360
 DN1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN1360'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN1360'DESCRIBED.
 DN1360
 DN1360                          STATION RECOVERY (1956)
 DN1360
 DN1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WJB)
 DN1360'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 DN1360'
 DN1360'AZIMUTH MARK HAS BEEN DESTROYED.  MARK FOUND LYING OUT ON
 DN1360'TOP OF GROUND.  APPARENTLY AZIMUTH WAS DESTROYED OR WASHED
 DN1360'OUT AS IT IS IN BAR DITCH OF FARM ROAD 730.
 DN1360
 DN1360                          STATION RECOVERY (1960)
 DN1360
 DN1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1360'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1360'
 DN1360'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1360
 DN1360                          STATION RECOVERY (1968)
 DN1360
 DN1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DN1360'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 DN1360'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.  NO
 DN1360'OBJECTS WERE VISIBLE FROM THE GROUND TO SET A NEW AZIMUTH MARK.
 DN1360'
 DN1360'THE 1946 RECOVERY NOTE DESCRIPTION IS ADEQUATE FOR RECOVERY.
 DN1360'
 DN1360'TO REACH THE STATION FROM THE COURTHOUSE IN DECATUR, GO SOUTH ON
 DN1360'F.M. HIGHWAY 730 FOR 7.35 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 DN1360'RIGHT, GO 1.05 MILES TO WHERE THE ROAD TURNS NORTH.  TURN NORTH, GO
 DN1360'0.55 MILE TO STATION ON THE LEFT.
 DN1360'
 DN1360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 DN1360'SOUTHWEST OF DECATUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0919 ***********************************************************************
 BP0919  DESIGNATION -  WONOWON
 BP0919  PID         -  BP0919
 BP0919  STATE/COUNTY-  TX/PRESIDIO
 BP0919  USGS QUAD   -  TINAJA NE (1983)
 BP0919
 BP0919                         *CURRENT SURVEY CONTROL
 BP0919  ___________________________________________________________________
 BP0919* NAD 83(1993)-  30 11 55.30329(N)    103 48 27.76991(W)     ADJUSTED  
 BP0919* NAVD 88     -      1540.     (meters)    5052.     (feet)  SCALED    
 BP0919  ___________________________________________________________________
 BP0919  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 BP0919  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 BP0919
 BP0919  HORZ ORDER  -  SECOND
 BP0919
 BP0919.The horizontal coordinates were established by classical geodetic methods
 BP0919.and adjusted by the National Geodetic Survey in February 1996..
 BP0919
 BP0919.The orthometric height was scaled from a topographic map.
 BP0919
 BP0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0919
 BP0919.The geoid height was determined by GEOID03.
 BP0919
 BP0919;                    North         East     Units Scale Factor Converg.
 BP0919;SPC TXSC     - 4,271,668.303   137,189.650   MT  0.99997665   -2 21 19.3
 BP0919;SPC TXSC     -14,014,631.76    450,096.38   sFT  0.99997665   -2 21 19.3
 BP0919;UTM  13      - 3,341,403.437   614,767.590   MT  0.99976250   +0 35 59.2
 BP0919
 BP0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0919!SPC TXSC     -   0.99976158  x   0.99997665  =   0.99973824
 BP0919!UTM  13      -   0.99976158  x   0.99976250  =   0.99952414
 BP0919
 BP0919:                Primary Azimuth Mark                     Grid Az
 BP0919:SPC TXSC     -  WONOWON AZ MK                            111 11 18.4
 BP0919:UTM  13      -  WONOWON AZ MK                            108 13 59.9
 BP0919
 BP0919|---------------------------------------------------------------------|
 BP0919| PID    Reference Object                     Distance      Geod. Az  |
 BP0919|                                                           dddmmss.s |
 BP0919| CH9961 WONOWON AZ MK                                      1084959.1 |
 BP0919| CH9962 WONOWON RM 1                          9.578 METERS 25816     |
 BP0919| CH9963 WONOWON RM 2                          8.038 METERS 31255     |
 BP0919|---------------------------------------------------------------------|
 BP0919
 BP0919                          SUPERSEDED SURVEY CONTROL
 BP0919
 BP0919  NAD 83(1986)-  30 11 55.29920(N)    103 48 27.76563(W) AD(       ) 2
 BP0919  NAD 27      -  30 11 54.71700(N)    103 48 26.11900(W) AD(       ) 2
 BP0919
 BP0919.Superseded values are not recommended for survey control.
 BP0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0919.See file dsdata.txt to determine how the superseded data were derived.
 BP0919
 BP0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1476841403(NAD 83)
 BP0919_MARKER: DS = TRIANGULATION STATION DISK
 BP0919_SETTING: 66 = SET IN ROCK OUTCROP
 BP0919
 BP0919  HISTORY     - Date     Condition        Report By
 BP0919  HISTORY     - 1942     MONUMENTED       CGS
 BP0919
 BP0919                          STATION DESCRIPTION
 BP0919
 BP0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0919'THE STATION IS LOCATED ON A LOW ROCKY BENCH ON THE 101 RANCH
 BP0919'PROPERTY AND IS ABOUT 14 MILES, AIR LINE, SW OF ALPINE, 15
 BP0919'MILES, AIR LINE, SE OF MARFA.
 BP0919'
 BP0919'THE STATION MARK IS ON THE HIGHEST POINT OF THE BENCH AND IS
 BP0919'FLUSH WITH THE SURFACE.  IT IS STAMPED WONOWON 1942.
 BP0919'
 BP0919'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BP0919'DISKS SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BP0919'
 BP0919'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME HEIGHT AS THE
 BP0919'STATION MARK.  IT IS STAMPED WONOWON NO. 1 1942.
 BP0919'
 BP0919'REFERENCE MARK NO. 2 IS THE SAME HEIGHT AS THE STATION MARK.
 BP0919'IT IS STAMPED WONOWON NO. 2 1942.
 BP0919'
 BP0919'THE AZIMUTH MARK IS NEAR THE SUMMIT OF THE FIRST GRASSY SLOPE
 BP0919'TO THE E OF THE STATION HILL.  IT IS STAMPED WONOWON 1942.
 BP0919'
 BP0919'NO UNDERGROUND MARK WAS ESTABLISHED.
 BP0919'
 BP0919'TO REACH THE STATION FROM THE POST OFFICE IN MARFA, GO S 1/2
 BP0919'BLOCK TO U.S. HIGHWAY 90, TURN LEFT, E, ONTO U.S. HIGHWAY
 BP0919'90, GO 14.0 MILES TO DOUBLE GATES AND A CATTLE GUARD AND FOLLOW
 BP0919'A GRADED DIRT ROAD SOUTHERLY 1.6 MILES TO FORKS, TAKE THE
 BP0919'RIGHT FORK AND CONTINUE SOUTHERLY 1.8 MILES TO A PLANK BRIDGE
 BP0919'NEAR A GROUP OF RANCH BUILDINGS, TAKE THE LEFT FORK AFTER
 BP0919'CROSSING THE BRIDGE, GO 3.4 MILES TO THE 101 RANCH, TURN
 BP0919'RIGHT, WESTERLY, ABOUT 50 YARDS BEFORE REACHING A GATE AND
 BP0919'FOLLOW A TRACK ROAD W ALONG THE N SIDE OF A FENCE LINE 1.4 MILES
 BP0919'TO A GATE AND A POINT WHERE THE ROAD TURNS LEFT, S, PASS
 BP0919'THROUGH THE GATE AND GO STRAIGHT AHEAD ACROSS, PASSING
 BP0919'TO THE LEFT OF A PROMINENT ROCKY BUTTE, THENCE RIGHT
 BP0919'OVER A GROUP OF LOW HILLS FOR A TOTAL DISTANCE OF 1.9 MILES
 BP0919'FROM THE GATE TO THE HIGHEST POINT AND STATION.  A DRIVE
 BP0919'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1596 ***********************************************************************
 AH1596  DESIGNATION -  WOOD
 AH1596  PID         -  AH1596
 AH1596  STATE/COUNTY-  TX/JIM WELLS
 AH1596  USGS QUAD   -  KINGSVILLE NW (1979)
 AH1596
 AH1596                         *CURRENT SURVEY CONTROL
 AH1596  ___________________________________________________________________
 AH1596* NAD 83(1993)-  27 43 42.44218(N)    097 56 24.55774(W)     ADJUSTED  
 AH1596* NAVD 88     -        40.4    (meters)     133.     (feet)  VERTCON   
 AH1596  ___________________________________________________________________
 AH1596  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AH1596  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH1596
 AH1596  HORZ ORDER  -  FIRST
 AH1596
 AH1596.The horizontal coordinates were established by classical geodetic methods
 AH1596.and adjusted by the National Geodetic Survey in February 1996..
 AH1596
 AH1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1596
 AH1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1596
 AH1596.The geoid height was determined by GEOID03.
 AH1596
 AH1596;                    North         East     Units Scale Factor Converg.
 AH1596;SPC TX S     - 5,228,557.734   355,203.276   MT  0.99997513   +0 15 15.0
 AH1596;SPC TX S     -17,154,026.50  1,165,362.75   sFT  0.99997513   +0 15 15.0
 AH1596;UTM  14      - 3,067,572.265   604,470.097   MT  0.99973471   +0 29 35.4
 AH1596
 AH1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1596!SPC TX S     -   0.99999781  x   0.99997513  =   0.99997294
 AH1596!UTM  14      -   0.99999781  x   0.99973471  =   0.99973252
 AH1596
 AH1596:                Primary Azimuth Mark                     Grid Az
 AH1596:SPC TX S     -  KINGS RANCH HSE TALLEST CHIM             005 11 47.2
 AH1596:UTM  14      -  KINGS RANCH HSE TALLEST CHIM             004 57 26.8
 AH1596
 AH1596|---------------------------------------------------------------------|
 AH1596| PID    Reference Object                     Distance      Geod. Az  |
 AH1596|                                                           dddmmss.s |
 AH1596| AH1604 KINGS RANCH HSE TALLEST CHIM        APPROX.13.4 KM 0052702.2 |
 AH1596| CV3584 WOOD RM                              33.738 METERS 02915     |
 AH1596| AH1600 BANQUETTE CYRUS ELLIFF HSE CHY      APPROX.15.0 KM 0602719.9 |
 AH1596| AH1587 BISHOP MUNICIPAL TANK               APPROX.21.7 KM 1381233.5 |
 AH1596| AJ1209 ALICE WEST BASE                     APPROX.14.4 KM 2294925.4 |
 AH1596| AJ1200 ALICE WALTERS AND CO GIN STACK      APPROX.14.2 KM 2781229.7 |
 AH1596| AJ1204 ALICE STANDPIPE CENTER              APPROX.13.1 KM 2803217.6 |
 AH1596| AJ1184 ALICE SCHOOLHOUSE SPIRE             APPROX.13.3 KM 2805249.3 |
 AH1596| AJ1174 ALICE CATHOLIC CHURCH SPIRE         APPROX.13.4 KM 2805314.5 |
 AH1596| AJ1179 PARKMANS GIN STACK                  APPROX.13.8 KM 2812904.4 |
 AH1596| AH1603 WOODS RANCH HOUSE CUPOLA            APPROX. 4.5 KM 3371008.1 |
 AH1596|---------------------------------------------------------------------|
 AH1596
 AH1596                          SUPERSEDED SURVEY CONTROL
 AH1596
 AH1596  NAD 83(1986)-  27 43 42.45026(N)    097 56 24.53622(W) AD(       ) 1
 AH1596  NAD 27      -  27 43 41.35000(N)    097 56 23.53900(W) AD(       ) 1
 AH1596  NGVD 29 (07/19/86)   40.5    (m)          133.     (f) VERT ANG       
 AH1596
 AH1596.Superseded values are not recommended for survey control.
 AH1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1596.See file dsdata.txt to determine how the superseded data were derived.
 AH1596
 AH1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0447067572(NAD 83)
 AH1596_MARKER: N = NAIL
 AH1596_SETTING: 0 = UNSPECIFIED SETTING
 AH1596
 AH1596  HISTORY     - Date     Condition        Report By
 AH1596  HISTORY     - 1904     MONUMENTED       CGS
 AH1596  HISTORY     - 1935     GOOD             CGS
 AH1596  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1596
 AH1596                          STATION DESCRIPTION
 AH1596
 AH1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AH1596'STATION IS 9 MILES S 87 DEG E OF ALICE, 3-1/2 MILES S OF THE
 AH1596'TEXAS MEXICAN RAILWAY, IN A LARGE PASTURE OWNED BY JOHN H. WOOD
 AH1596'WHO LIVED IN BEEVILLE AND LEASED TO A FRANK A. WELDER, OF
 AH1596'VICTORIA.  THE STATION IS NEAR A WINDMILL AND CIRCULAR TANK
 AH1596'IN THE PASTURE, BEING 35.75 METERS (117.3 FEET) FROM THE
 AH1596'WINDMILL, S 25 DEG 28 MIN W, AND 22.50 METERS (73.8 FEET)
 AH1596'FROM THE NEAREST EDGE OF THE TANK.  THE TANK AND WINDMILL ARE
 AH1596'ON A SMALL RIDGE AND ARE INCLOSED IN A FENCE.
 AH1596'
 AH1596'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 AH1596'IRON PIPE SET IN CONCRETE.
 AH1596'
 AH1596'REFERENCE MARK IS IN THE S CORNER OF THE ENCLOSURE IN WHICH
 AH1596'THE WINDMILL STANDS, 2.87 METERS (9.4 FEET) FROM THE WINDMILL,
 AH1596'AND 33.738 METERS (110.69 FEET) FROM THE STATION N 29 DEG 15 MIN E.
 AH1596'THE FOLLOWING BEARINGS ARE FROM THE STATION--
 AH1596'ALICE METHODIST CHURCH SPIRE, N 78 DEG 39 MIN W.  CHIMNEY
 AH1596'ON LARGE RANCH HOUSE, DISTANT 4 MILES, S 09 DEG 34 MIN W.
 AH1596'WOODS RANCH HOUSE, CUPOLA, 2.8 MILES, N 22 DEG 50 MIN W.
 AH1596'IN 1913 REFERENCE MARK WAS NOT RECOVERED, AS THE CIRCULAR
 AH1596'TANK, OR WATER HOLE, HAD BEEN CLEANED OUT AND THE MARK WAS
 AH1596'DEEPLY COVERED WITH DIRT.  THE WINDMILL WAS STILL
 AH1596'STANDING, BUT WAS NO LONGER ENCLOSED BY FENCE.  ELEVATION
 AH1596'OF STATION, 40.5 METERS (133 FEET).
 AH1596
 AH1596                          STATION RECOVERY (1935)
 AH1596
 AH1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AH1596'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT ORIGINAL
 AH1596'REFERENCE MARK HAS BEEN DESTROYED.
 AH1596'
 AH1596'STATION MARK IS SET AS PREVIOUSLY DESCRIBED, AND SURROUNDED
 AH1596'BY A BLOCK OF CONCRETE SET FLUSH WITH THE GROUND.  THE LETTERS
 AH1596'U.S.C. AND G.S. 1904 SCRATCHED IN THE CONCRETE ARE PARTIALLY
 AH1596'DISTINGUISHABLE.  A PIPE FILLED WITH CONCRETE WITH A NAIL IN
 AH1596'THE CENTER WAS FOUND LYING ON THE GROUND.  AS THIS STATION
 AH1596'WAS NOT OCCUPIED THE REFERENCE MARK WAS NOT RESET.
 AH1596
 AH1596                          STATION RECOVERY (1949)
 AH1596
 AH1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1596'THE STATION WAS NOT RECOVERED.  THE SURFACE MARK HAS BEEN DUG
 AH1596'UP AND WAS FOUND LYING ALONG A FENCE LINE, EAST OF ITS ORIGINAL
 AH1596'POSITION.  A THOROUGH SEARCH WAS MADE TO FIND THE UNDERGROUND
 AH1596'MARK BUT IT COULD NOT BE RECOVERED.  THIS STATION SITE IS NOW
 AH1596'IN A SMALL CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1333 ***********************************************************************
 AJ1333  DESIGNATION -  WOOD
 AJ1333  PID         -  AJ1333
 AJ1333  STATE/COUNTY-  TX/DUVAL
 AJ1333  USGS QUAD   -  SARNOSA HILL (1971)
 AJ1333
 AJ1333                         *CURRENT SURVEY CONTROL
 AJ1333  ___________________________________________________________________
 AJ1333* NAD 83(1993)-  27 46 16.84825(N)    098 38 57.32871(W)     ADJUSTED  
 AJ1333* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 AJ1333  ___________________________________________________________________
 AJ1333  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AJ1333  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AJ1333
 AJ1333  HORZ ORDER  -  THIRD
 AJ1333
 AJ1333.The horizontal coordinates were established by classical geodetic methods
 AJ1333.and adjusted by the National Geodetic Survey in February 1996..
 AJ1333
 AJ1333.The orthometric height was scaled from a topographic map.
 AJ1333
 AJ1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1333
 AJ1333.The geoid height was determined by GEOID03.
 AJ1333
 AJ1333;                    North         East     Units Scale Factor Converg.
 AJ1333;SPC TX S     - 5,233,196.830   285,288.060   MT  0.99998489   -0 04 04.0
 AJ1333;SPC TX S     -17,169,246.60    935,982.58   sFT  0.99998489   -0 04 04.0
 AJ1333;UTM  14      - 3,071,922.984   534,558.483   MT  0.99961474   +0 09 48.3
 AJ1333
 AJ1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1333!SPC TX S     -   0.99997415  x   0.99998489  =   0.99995904
 AJ1333!UTM  14      -   0.99997415  x   0.99961474  =   0.99958890
 AJ1333
 AJ1333:                Primary Azimuth Mark                     Grid Az
 AJ1333:SPC TX S     -  SOLO                                     206 58 01.7
 AJ1333:UTM  14      -  SOLO                                     206 44 09.4
 AJ1333
 AJ1333|---------------------------------------------------------------------|
 AJ1333| PID    Reference Object                     Distance      Geod. Az  |
 AJ1333|                                                           dddmmss.s |
 AJ1333| AJ1343 SOLO                                APPROX.20.5 KM 2065357.7 |
 AJ1333|---------------------------------------------------------------------|
 AJ1333
 AJ1333                          SUPERSEDED SURVEY CONTROL
 AJ1333
 AJ1333  NAD 83(1986)-  27 46 16.85370(N)    098 38 57.30499(W) AD(       ) 3
 AJ1333  NAD 27      -  27 46 15.74748(N)    098 38 56.23880(W) AD(       ) 3
 AJ1333
 AJ1333.Superseded values are not recommended for survey control.
 AJ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1333.See file dsdata.txt to determine how the superseded data were derived.
 AJ1333
 AJ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3455871923(NAD 83)
 AJ1333_MARKER: Z = SEE DESCRIPTION
 AJ1333_SETTING: 0 = UNSPECIFIED SETTING
 AJ1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1333
 AJ1333  HISTORY     - Date     Condition        Report By
 AJ1333  HISTORY     - 1920     MONUMENTED       USGS
 AJ1333
 AJ1333                          STATION DESCRIPTION
 AJ1333
 AJ1333'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1333'FROM BENAVIDES TAKE MAIN RD. N. 25 MI. TO SOLEDAD RANCH, THEN GO SE.
 AJ1333'ALONG STRAIGHT RD. AND LOOK CAREFULLY FOR RIGHT OF WAY CUT THROUGH
 AJ1333'UNDERGROWTH ON E. OF RD. AND 0.25 MI. S. OF GATE, FOLLOW RIGHT OF WAY
 AJ1333'TO BASE OF ISOLATED ROCKY HILL, THEN THROUGH BRUSH TO STATION WHICH IS
 AJ1333'ON SOUTHERN EDGE OF HIGHEST PART AND S. OF A DEPRESSION IN THE HILL.
 AJ1333'STATION IS 3.0 MI. S. OF SOLEDAD RANCH AND 1 MI. SE. OF PROMINIENT
 AJ1333'ROCKY POINT AND IS ON PROPERTY LOCALLY KNOWN AS JUDGE WOODS PASTURE.
 AJ1333'
 AJ1333'STATION MARK - STANDARD IRON POST SET 42 IN. IN GROUND.
 AJ1333'
 AJ1333'REFERENCE MARKS - IRON PIPE DRIVEN IN GROUND 22.97 FT. FROM STATION,
 AJ1333'N 01 DEG 03 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1139 ***********************************************************************
 CA1139  DESIGNATION -  WOOD
 CA1139  PID         -  CA1139
 CA1139  STATE/COUNTY-  TX/CONCHO
 CA1139  USGS QUAD   -  LIVE OAK (1970)
 CA1139
 CA1139                         *CURRENT SURVEY CONTROL
 CA1139  ___________________________________________________________________
 CA1139* NAD 83(1993)-  31 13 00.43952(N)    099 54 22.60244(W)     ADJUSTED  
 CA1139* NAVD 88     -       655.2    (meters)    2150.     (feet)  VERTCON   
 CA1139  ___________________________________________________________________
 CA1139  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CA1139  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CA1139
 CA1139  HORZ ORDER  -  SECOND
 CA1139
 CA1139.The horizontal coordinates were established by classical geodetic methods
 CA1139.and adjusted by the National Geodetic Survey in February 1996..
 CA1139
 CA1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1139
 CA1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1139
 CA1139.The geoid height was determined by GEOID03.
 CA1139
 CA1139;                    North         East     Units Scale Factor Converg.
 CA1139;SPC TX C     - 3,171,917.568   740,688.376   MT  0.99988878   +0 13 11.9
 CA1139;SPC TX C     -10,406,532.89  2,430,075.11   sFT  0.99988878   +0 13 11.9
 CA1139;UTM  14      - 3,453,981.833   413,675.834   MT  0.99969191   -0 28 11.0
 CA1139
 CA1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1139!SPC TX C     -   0.99990084  x   0.99988878  =   0.99978963
 CA1139!UTM  14      -   0.99990084  x   0.99969191  =   0.99959278
 CA1139
 CA1139:                Primary Azimuth Mark                     Grid Az
 CA1139:SPC TX C     -  EDEN MUNICIPAL TANK                      085 28 31.4
 CA1139:UTM  14      -  EDEN MUNICIPAL TANK                      086 09 54.3
 CA1139
 CA1139|---------------------------------------------------------------------|
 CA1139| PID    Reference Object                     Distance      Geod. Az  |
 CA1139|                                                           dddmmss.s |
 CA1139| CA1131 EDEN MUNICIPAL TANK                 APPROX. 5.4 KM 0854143.3 |
 CA1139| CV5860 WOOD RM 1                            15.240 METERS 17754     |
 CA1139| CV5861 WOOD RM 2                            15.287 METERS 27101     |
 CA1139|---------------------------------------------------------------------|
 CA1139
 CA1139                          SUPERSEDED SURVEY CONTROL
 CA1139
 CA1139  NAD 83(1986)-  31 13 00.44664(N)    099 54 22.58810(W) AD(       ) 2
 CA1139  NAD 27      -  31 12 59.85314(N)    099 54 21.32330(W) AD(       ) 2
 CA1139  NGVD 29 (07/19/86)  655.1    (m)         2149.     (f) VERT ANG       
 CA1139
 CA1139.Superseded values are not recommended for survey control.
 CA1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1139.See file dsdata.txt to determine how the superseded data were derived.
 CA1139
 CA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1367653982(NAD 83)
 CA1139_MARKER: DD = SURVEY DISK
 CA1139_SETTING: 0 = UNSPECIFIED SETTING
 CA1139
 CA1139  HISTORY     - Date     Condition        Report By
 CA1139  HISTORY     - 1971     MONUMENTED       USGS
 CA1139  HISTORY     - 19991231 GOOD             USPSQD
 CA1139
 CA1139                          STATION DESCRIPTION
 CA1139
 CA1139'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1139'THE STATION IS LOCATED DUE WEST ABOUT 4 MILES AIRLINE FROM
 CA1139'EDEN, TEXAS.
 CA1139'
 CA1139'TO REACH FROM EDEN, TEXAS, GO 3.6 MILES WEST ON U.S. HIGHWAY
 CA1139'87 TO STATION SITE ON THE LEFT (SOUTH).  THE STATION IS
 CA1139'LOCATED ON LAND OWNED BY B.F. JACOBY, EDEN, TEXAS, 95.5
 CA1139'FEET SOUTH OF HIGHWAY, AND 148 FEET WEST OF GATE NORTH TO
 CA1139'WINDMILL.  THE STATION IS 25.5 FEET SOUTH OF SOUTH RIGHT-OF-WAY
 CA1139'FENCE, AND 8 FEET SOUTH OF USGS WITNESS SIGN MOUNTED ON A
 CA1139'METAL POST.
 CA1139'
 CA1139'STATION MARK--A STANDARD USGS BRONZE TABLET SOLDERED TO A
 CA1139'COPPER COATED STEEL ROD DRIVEN 5 FEET TO REFUSAL THROUGH
 CA1139'A DRILL HOLE IN BEDROCK AND GROUTED.  THE TABLET PROJECTS
 CA1139'0.1 FOOT AND IS STAMPED WOOD ET 1971.
 CA1139'
 CA1139'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET SOLDERED
 CA1139'TO A COPPER COATED STEEL ROD, DRIVEN TO REFUSAL 5 FEET THROUGH
 CA1139'A DRILL HOLE IN BEDROCK AND GROUTED.  CENTERED IN AN ORANGEBURG
 CA1139'TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED WITH GRAVEL.
 CA1139'THE TABLET IS STAMPED WOOD ET NO. 1 1971.
 CA1139'
 CA1139'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET SOLDERED
 CA1139'TO A COPPER COATED STEEL ROD, DRIVEN TO REFUSAL 4 FEET THROUGH
 CA1139'A DRILL HOLE IN BEDROCK AND GROUTED.  CENTERED IN AN ORANGEBURG
 CA1139'TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED WITH GRAVEL.
 CA1139'THE TABLET IS STAMPED WOOD ET NO. 2 1971.
 CA1139'
 CA1139'STATION EDEN MUNICIPAL WATER TANK IS VISIBLE FROM THE GROUND
 CA1139'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1139'
 CA1139'ALL OBSERVATIONS WERE MADE FROM A SCAFFOLD (HI=17.4 FEET).
 CA1139
 CA1139                          STATION RECOVERY (1999)
 CA1139
 CA1139'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0979 ***********************************************************************
 EN0979  DESIGNATION -  WOOD
 EN0979  PID         -  EN0979
 EN0979  STATE/COUNTY-  TX/BRISCOE
 EN0979  USGS QUAD   -  INDIAN PEAK (1985)
 EN0979
 EN0979                         *CURRENT SURVEY CONTROL
 EN0979  ___________________________________________________________________
 EN0979* NAD 83(1993)-  34 34 04.92766(N)    101 12 26.97386(W)     ADJUSTED  
 EN0979* NAVD 88     -       987.0    (meters)    3238.     (feet)  VERTCON   
 EN0979  ___________________________________________________________________
 EN0979  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 EN0979  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EN0979
 EN0979  HORZ ORDER  -  THIRD
 EN0979
 EN0979.The horizontal coordinates were established by classical geodetic methods
 EN0979.and adjusted by the National Geodetic Survey in February 1996..
 EN0979
 EN0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0979
 EN0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0979
 EN0979.The geoid height was determined by GEOID03.
 EN0979
 EN0979;                    North         East     Units Scale Factor Converg.
 EN0979;SPC TX N     - 1,063,057.344   226,842.516   MT  1.00002001   +0 10 10.3
 EN0979;SPC TX N     - 3,487,713.97    744,232.49   sFT  1.00002001   +0 10 10.3
 EN0979;UTM  14      - 3,827,355.630   297,491.789   MT  1.00010550   -1 15 10.5
 EN0979
 EN0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0979!SPC TX N     -   0.99984939  x   1.00002001  =   0.99986939
 EN0979!UTM  14      -   0.99984939  x   1.00010550  =   0.99995487
 EN0979
 EN0979                          SUPERSEDED SURVEY CONTROL
 EN0979
 EN0979  NAD 83(1993)-  34 34 04.93053(N)    101 12 26.97128(W) AD(       ) 3
 EN0979  NAD 83(1986)-  34 34 04.93480(N)    101 12 26.96242(W) AD(       ) 3
 EN0979  NGVD 29 (01/19/93)  986.6    (m)         3237.     (f) VERT ANG       
 EN0979
 EN0979.Superseded values are not recommended for survey control.
 EN0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0979.See file dsdata.txt to determine how the superseded data were derived.
 EN0979
 EN0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9749227356(NAD 83)
 EN0979_MARKER: DD = SURVEY DISK
 EN0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0979+STABILITY: SURFACE MOTION
 EN0979
 EN0979  HISTORY     - Date     Condition        Report By
 EN0979  HISTORY     - 1954     MONUMENTED       USGS
 EN0979
 EN0979                          STATION DESCRIPTION
 EN0979
 EN0979'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0979'STATION IS LOCATED 3.0 MI. E. AND 7.0 MI. N. OF SILVERTON ON THE S.
 EN0979'RIM OF PALO DURO CANYON.
 EN0979'
 EN0979'TO REACH FROM THE POST OFFICE IN SILVERTON, GO 1/2 BLOCK E. AND 1
 EN0979'BLOCK N. TO STATE HIGHWAY 86, GO E. ON HIGHWAY 86 FOR 2.5 MI. TO
 EN0979'CROSSROADS, GO LEFT (N.) FOR 5.7 MI., TURN RIGHT (E.) AND GO 1.9 MI.
 EN0979'TO RD. FORK JUST E. OF CATTLEGUARD, TAKE RIGHT FORK E. (STRAIGHT
 EN0979'AHEAD) AND GO 1.1 MI. TO WIRE GATE S. OF WINDMILL, PASS THROUGH GATE,
 EN0979'TURN LEFT (N.) AND GO ON E. SIDE OF FENCE FOR 0.9 MI. TO TOP OF HILL
 EN0979'AND STATION SITE.
 EN0979'
 EN0979'STATION MARK--A STANDARD TABLET STAMPED---WOOD 1954---, SET IN TOP
 EN0979'OF A CONCRETE POST PROJECTING ABOUT 0.1 FT. ABOVE GROUND.
 EN0979'
 EN0979'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---WOOD
 EN0979'NO. 1 1954---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT.
 EN0979'ABOVE GROUND, 66.09 FT. FROM THE STATION MARK BEARING S 1 18 W.
 EN0979'
 EN0979'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---WOOD
 EN0979'NO. 2 1954---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT.
 EN0979'ABOVE GROUND, 70.38 FT. FROM STATION MARK BEARING N 88 13 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1595 ***********************************************************************
 AH1595  DESIGNATION -  WOOD 2
 AH1595  PID         -  AH1595
 AH1595  STATE/COUNTY-  TX/JIM WELLS
 AH1595  USGS QUAD   -  KINGSVILLE NW (1979)
 AH1595
 AH1595                         *CURRENT SURVEY CONTROL
 AH1595  ___________________________________________________________________
 AH1595* NAD 83(1993)-  27 43 42.91982(N)    097 56 23.90244(W)     ADJUSTED  
 AH1595* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 AH1595  ___________________________________________________________________
 AH1595  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AH1595  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH1595
 AH1595  HORZ ORDER  -  FIRST
 AH1595
 AH1595.The horizontal coordinates were established by classical geodetic methods
 AH1595.and adjusted by the National Geodetic Survey in February 1996..
 AH1595
 AH1595.The orthometric height was scaled from a topographic map.
 AH1595
 AH1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1595
 AH1595.The geoid height was determined by GEOID03.
 AH1595
 AH1595;                    North         East     Units Scale Factor Converg.
 AH1595;SPC TX S     - 5,228,572.516   355,221.160   MT  0.99997516   +0 15 15.3
 AH1595;SPC TX S     -17,154,075.00  1,165,421.42   sFT  0.99997516   +0 15 15.3
 AH1595;UTM  14      - 3,067,587.118   604,487.914   MT  0.99973476   +0 29 35.7
 AH1595
 AH1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1595!SPC TX S     -   0.99999773  x   0.99997516  =   0.99997289
 AH1595!UTM  14      -   0.99999773  x   0.99973476  =   0.99973249
 AH1595
 AH1595|---------------------------------------------------------------------|
 AH1595| PID    Reference Object                     Distance      Geod. Az  |
 AH1595|                                                           dddmmss.s |
 AH1595| CV3586 WOOD 2 RM 1                          15.714 METERS 02016     |
 AH1595| AH1601 AGUA DULCE MUNICIPAL TANK           APPROX. 6.7 KM 0252747.7 |
 AH1595| CV3587 WOOD 2 RM 2                          14.618 METERS 12134     |
 AH1595| AH1587 BISHOP MUNICIPAL TANK               APPROX.21.7 KM 1381613.9 |
 AH1595| CV3585 WOOD 2 AZ MK                                       2774407.9 |
 AH1595|---------------------------------------------------------------------|
 AH1595
 AH1595                          SUPERSEDED SURVEY CONTROL
 AH1595
 AH1595  NAD 83(1986)-  27 43 42.92677(N)    097 56 23.88064(W) AD(       ) 1
 AH1595  NAD 27      -  27 43 41.83000(N)    097 56 22.88200(W) AD(       ) 1
 AH1595
 AH1595.Superseded values are not recommended for survey control.
 AH1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1595.See file dsdata.txt to determine how the superseded data were derived.
 AH1595
 AH1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0448867587(NAD 83)
 AH1595_MARKER: DS = TRIANGULATION STATION DISK
 AH1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1595
 AH1595  HISTORY     - Date     Condition        Report By
 AH1595  HISTORY     - 1949     MONUMENTED       CGS
 AH1595
 AH1595                          STATION DESCRIPTION
 AH1595
 AH1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1595'THE STATION IS LOCATED AT THE APPROXIMATE LOCATION OF WOOD 1904,
 AH1595'ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF AUGA DULCE AND ON PROPERTY
 AH1595'OWNED BY MR. C.A. PARR OF ALICE, TEXAS.  IT IS 55.5 FEET
 AH1595'SOUTH-SOUTHWEST OF A WINDMILL AND 18.5 FEET NORTH OF THE WEST
 AH1595'END OF A CATTLE DIP TANK.  IT IS STAMPED WOOD 2 1949 AND IS
 AH1595'FLUSH WITH THE GROUND.
 AH1595'
 AH1595'REFERENCE MARK NO. 1 IS SET FLUSH IN A DRILL HOLE ON THE SOUTH
 AH1595'EDGE AND NEAR THE CENTER OF THE CONCRETE BASE OF THE WINDMILL.
 AH1595'IT IS STAMPED WOOD 2 1949 NO 1.
 AH1595'
 AH1595'REFERENCE MARK NO. 2 IS 16 FEET EAST OF THE EAST END OF THE
 AH1595'CATTLE DIP TANK AND IS JUST NORTH OF THE CATTLE CHUTE.  IT IS
 AH1595'STAMPED WOOD 2 NO 2 1949 AND IS SET FLUSH.
 AH1595'
 AH1595'THE AZIMUTH MARK IS LOCATED 15 FEET EAST OF A FENCE CORNER,
 AH1595'1 FOOT SOUTH OF FENCE LINE AND 1 FOOT EAST OF A WITNESS POST.
 AH1595'IT IS STAMPED WOOD 2 1949 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 AH1595'
 AH1595'TO REACH THE STATION FROM THE POST OFFICE IN AUGA DULCE, GO
 AH1595'WESTERLY ON STATE HIGHWAY 44 FOR 2.6 MILES TO A CROSSROAD,
 AH1595'TURN LEFT AND GO SOUTH FOR 2.4 MILES TO A CATTLE GUARD AND A
 AH1595'SIDE ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO
 AH1595'A FARM HOUSE, TURN RIGHT (PASSING THROUGH 2 GATES) AND GO 0.8
 AH1595'MILE TO POINT WHERE ROAD TURNS LEFT AND THE AZIMUTH MARK ON THE
 AH1595'LEFT, TURN LEFT AND GO EAST FOR 0.3 MILE TO THE WINDMILL AND
 AH1595'THE STATION AS DESCRIBED.
 AH1595'
 AH1595'A 74 FOOT SIGNAL AT ELLIFF 1904 IS VISIBLE AT 37 FEET.
 AH1595'
 AH1595'A 74 FOOT SIGNAL AT DRISCOLL IS VISIBLE AT 37 FEET.
 AH1595'
 AH1595'A 60 FOOT SIGNAL AT BANQUETE IS VISIBLE AT 37 FEET.
 AH1595'
 AH1595'A 74 FOOT SIGNAL AT BISHOP 1913 IS VISIBLE AT 37 FEET.
 AH1595'
 AH1595'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6272 ***********************************************************************
 AW6272  DESIGNATION -  WOODFOREST WC AND ID NO 51 TK
 AW6272  PID         -  AW6272
 AW6272  STATE/COUNTY-  TX/HARRIS
 AW6272  USGS QUAD   -  JACINTO CITY (1982)
 AW6272
 AW6272                         *CURRENT SURVEY CONTROL
 AW6272  ___________________________________________________________________
 AW6272* NAD 83(1993)-  29 47 40.97873(N)    095 10 37.27618(W)     ADJUSTED  
 AW6272* NAVD 88     -                                                        
 AW6272  ___________________________________________________________________
 AW6272  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AW6272  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW6272
 AW6272  HORZ ORDER  -  THIRD
 AW6272
 AW6272.The horizontal coordinates were established by classical geodetic methods
 AW6272.and adjusted by the National Geodetic Survey in February 1996..
 AW6272
 AW6272
 AW6272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6272
 AW6272.The geoid height was determined by GEOID03.
 AW6272
 AW6272;                    North         East     Units Scale Factor Converg.
 AW6272;SPC TXSC     - 4,223,415.249   969,517.324   MT  0.99989534   +1 52 22.5
 AW6272;SPC TXSC     -13,856,321.53  3,180,824.75   sFT  0.99989534   +1 52 22.5
 AW6272;UTM  15      - 3,298,025.640   289,574.726   MT  1.00014635   -1 04 55.7
 AW6272
 AW6272                          SUPERSEDED SURVEY CONTROL
 AW6272
 AW6272  NAD 83(1986)-  29 47 40.99396(N)    095 10 37.25715(W) AD(       ) 4
 AW6272  NAD 27      -  29 47 40.18067(N)    095 10 36.49934(W) AD(       ) 3
 AW6272
 AW6272.Superseded values are not recommended for survey control.
 AW6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6272.See file dsdata.txt to determine how the superseded data were derived.
 AW6272
 AW6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8957598026(NAD 83)
 AW6272_MARKER: 53 = ELEVATED TANK
 AW6272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6272+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 AW6272
 AW6272  HISTORY     - Date     Condition        Report By
 AW6272  HISTORY     - 1968     FIRST OBSERVED   TX3280
 AW6272  HISTORY     - 19981017 GOOD             USPSQD
 AW6272  HISTORY     - 20040325 GOOD             USPSQD
 AW6272
 AW6272                          STATION DESCRIPTION
 AW6272
 AW6272'DESCRIBED BY CITY OF HOUSTON TEXAS 1968 (JLC)
 AW6272'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 AW6272'ST. FINANS AND FOXFORD IN CLOVERLEAF.
 AW6272'
 AW6272'THE TANK IS SILVER IN COLOR WITH BLACK LETTERING WOOD FOREST
 AW6272'PAINTED ON THE SIDE OF THE TANK.  IT HAS AN ELLIPSOIDAL TOP AND
 AW6272'BOTTOM AND IS SUPPORTED BY FIVE TUBULAR STEEL LEGS.  THE OVER-ALL
 AW6272'HEIGHT IS 140 FEET.
 AW6272'
 AW6272'THE POINT INTERSECTED WAS THE CAP AT THE APEX JUST BELOW TWO RED
 AW6272'LIGHTS.
 AW6272
 AW6272                          STATION RECOVERY (1998)
 AW6272
 AW6272'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6272'RECOVERED IN GOOD CONDITION.
 AW6272
 AW6272                          STATION RECOVERY (2004)
 AW6272
 AW6272'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0784 ***********************************************************************
 DN0784  DESIGNATION -  WOODIE
 DN0784  PID         -  DN0784
 DN0784  STATE/COUNTY-  TX/WISE
 DN0784  USGS QUAD   -  DECATUR (1972)
 DN0784
 DN0784                         *CURRENT SURVEY CONTROL
 DN0784  ___________________________________________________________________
 DN0784* NAD 83(1993)-  33 08 56.53528(N)    097 31 50.67738(W)     ADJUSTED  
 DN0784* NAVD 88     -       317.245  (meters)    1040.83   (feet)  ADJUSTED  
 DN0784  ___________________________________________________________________
 DN0784  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DN0784  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DN0784  DYNAMIC HT  -         316.874 (meters)    1039.61  (feet)  COMP
 DN0784  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 DN0784
 DN0784  HORZ ORDER  -  FIRST
 DN0784  VERT ORDER  -  FIRST     CLASS II
 DN0784
 DN0784.The horizontal coordinates were established by classical geodetic methods
 DN0784.and adjusted by the National Geodetic Survey in February 1996..
 DN0784
 DN0784.The orthometric height was determined by differential leveling
 DN0784.and adjusted by the National Geodetic Survey in June 1991..
 DN0784
 DN0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0784
 DN0784.The geoid height was determined by GEOID03.
 DN0784
 DN0784.The dynamic height is computed by dividing the NAVD 88
 DN0784.geopotential number by the normal gravity value computed on the
 DN0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0784.degrees latitude (g = 980.6199 gals.).
 DN0784
 DN0784.The modeled gravity was interpolated from observed gravity values.
 DN0784
 DN0784;                    North         East     Units Scale Factor Converg.
 DN0784;SPC TXNC     - 2,164,797.029   690,414.849   MT  0.99987406   +0 31 43.1
 DN0784;SPC TXNC     - 7,102,338.25  2,265,136.05   sFT  0.99987406   +0 31 43.1
 DN0784;UTM  14      - 3,668,770.302   637,026.664   MT  0.99983150   +0 48 12.8
 DN0784
 DN0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0784!SPC TXNC     -   0.99995454  x   0.99987406  =   0.99982860
 DN0784!UTM  14      -   0.99995454  x   0.99983150  =   0.99978604
 DN0784
 DN0784|---------------------------------------------------------------------|
 DN0784| PID    Reference Object                     Distance      Geod. Az  |
 DN0784|                                                           dddmmss.s |
 DN0784| DN0785 WOODIE RM 1                          25.271 METERS 06514     |
 DN0784| DN0786 WOODIE RM 2                          30.812 METERS 18411     |
 DN0784| DN1366 BRIDGEPORT MUNICIPAL TANK           APPROX.21.8 KM 2892705.4 |
 DN0784| DN1356 DECATUR BAP JUNIOR COLL CUPOLA      APPROX. 9.7 KM 3273218.0 |
 DN0784| DN1359 DECATUR MUNICIPAL TANK              APPROX.10.9 KM 3305320.0 |
 DN0784| DN1355 DECATUR WISE CO CTHSE CUPOLA        APPROX.10.8 KM 3310351.7 |
 DN0784| DN1358 DECATUR WAGGONER ESTATE CUPOLA      APPROX.10.4 KM 3352148.0 |
 DN0784| DN0783 WOODIE AZ MK                                       3514444.0 |
 DN0784|---------------------------------------------------------------------|
 DN0784
 DN0784                          SUPERSEDED SURVEY CONTROL
 DN0784
 DN0784  NAD 83(1993)-  33 08 56.53646(N)    097 31 50.66828(W) AD(       ) 1
 DN0784  NAD 83(1986)-  33 08 56.53953(N)    097 31 50.66281(W) AD(       ) 1
 DN0784  NAD 27      -  33 08 56.11100(N)    097 31 49.56800(W) AD(       ) 1
 DN0784  NGVD 29 (??/??/92)  317.173  (m)         1040.59   (f) ADJ UNCH    1 2
 DN0784
 DN0784.Superseded values are not recommended for survey control.
 DN0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0784.See file dsdata.txt to determine how the superseded data were derived.
 DN0784
 DN0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3702768770(NAD 83)
 DN0784_MARKER: DS = TRIANGULATION STATION DISK
 DN0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0784_STAMPING: WOODIE 1935
 DN0784_MARK LOGO: CGS   
 DN0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0784+STABILITY: SURFACE MOTION
 DN0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0784+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 DN0784
 DN0784  HISTORY     - Date     Condition        Report By
 DN0784  HISTORY     - 1935     MONUMENTED       CGS
 DN0784  HISTORY     - 1940     GOOD             TXGS
 DN0784  HISTORY     - 1949     GOOD             CGS
 DN0784  HISTORY     - 1952     GOOD             CGS
 DN0784  HISTORY     - 1952     GOOD             NGS
 DN0784  HISTORY     - 1956     GOOD             CGS
 DN0784  HISTORY     - 1958     GOOD             USGS
 DN0784  HISTORY     - 1960     GOOD             CGS
 DN0784  HISTORY     - 1984     GOOD             NGS
 DN0784  HISTORY     - 19970927 GOOD             USPSQD
 DN0784  HISTORY     - 20050720 GOOD             DGC
 DN0784
 DN0784                          STATION DESCRIPTION
 DN0784
 DN0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN0784'STATION IS ABOUT 7 MILES SSE OF DECATUR, ABOUT 7 MILES NNW
 DN0784'OF RHOME, ABOUT 1.5 MILES S OF HERMAN, ON FARM OWNED BY J.J.
 DN0784'WOODIE OF DECATUR, ABOUT 0.45 MILE SSE OF HIS FARMHOUSE, IN HIS
 DN0784'PASTURE, ON HIGHEST POINT OF PROMINENT, BARE, MOUND-LIKE,
 DN0784'SHORT (ABOUT 200 YARDS) N-S RIDGE (HIGHEST GROUND IN VICINITY),
 DN0784'ABOUT 1 MILE WSW OF U.S. HIGHWAY 81, AND THE FORT WORTH AND
 DN0784'DENVER RAILROAD, WHICH RUN SIDE BY SIDE IN THIS LOCALITY,
 DN0784'15 FEET E OF A DIM N-S ROAD THAT PASSES ALONG CREST OF RIDGE.
 DN0784'THE MARK IS FLUSH WITH THE SURFACE.
 DN0784'
 DN0784'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN0784'BRONZE DISKS SET IN CONCRETE.
 DN0784'
 DN0784'REFERENCE MARK NO. 1 IS ENE OF THE STATION, ON E SLOPE OF
 DN0784'RIDGE.  IT IS FLUSH WITH THE SURFACE.
 DN0784'
 DN0784'REFERENCE MARK NO. 2 IS S OF THE STATION, 8 FEET E OF THE
 DN0784'DIM N-S ROAD THAT PASSES ALONG CREST OF RIDGE.  IT IS FLUSH
 DN0784'WITH THE SURFACE.
 DN0784'
 DN0784'AZIMUTH MARK IS NNW OF THE STATION, ABOUT 100 YARDS SSE OF MR.
 DN0784'WOODIES FARMHOUSE, 12 FEET S OF THE E-W DIRT ROAD, 1 FOOT
 DN0784'N OF THE N PASTURE FENCE, ABOUT 50 FEET E OF THE E GATEPOST.
 DN0784'IT PROJECTS 4 INCHES.
 DN0784'
 DN0784'TO REACH FROM THE SE CORNER OF COURTHOUSE SQUARE IN DECATUR, GO E
 DN0784'AND SE ON U.S. HIGHWAY 81, 7.3 MILES, THENCE W ACROSS RAILROAD
 DN0784'TRACKS.  CONTINUE W ON ROUGH DIRT ROAD 1.2 MILES TO MR. WOODIES
 DN0784'FARMHOUSE ON N, AND GATE ENTERING PASTURE ON S, THENCE SSE ACROSS
 DN0784'PASTURE, 0.4 MILE TO HIGHEST POINT OF RIDGE AND THE STATION.
 DN0784'
 DN0784'ALL LIGHTS COMES INTO VIEW AT 100 FEET.
 DN0784'
 DN0784'HEIGHT OF LIGHT ABOVE STATION MARK - 47 FEET.
 DN0784
 DN0784                          STATION RECOVERY (1940)
 DN0784
 DN0784'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DN0784'STATION RECOVERED AS DESCRIBED.  FOUND IN GOOD CONDITION.
 DN0784
 DN0784                          STATION RECOVERY (1949)
 DN0784
 DN0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DN0784'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN0784'DESCRIBED.  THE WOODIE FARM BUILDINGS MENTIONED IN THE DESCRIPTION
 DN0784'ARE NOW GONE.
 DN0784
 DN0784                          STATION RECOVERY (1952)
 DN0784
 DN0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 DN0784'STATION IS LOCATED 7.1 MI. SE ALONG U.S. HIGHWAY 81 FROM THE
 DN0784'COURTHOUSE AT DECATUR, THENCE 1.1 MI. W ALONG A PRIVATE ROAD,
 DN0784'THENCE 0.3 MI. SE ALONG THE TOP OF A RIDGE, AT THE HIGHEST
 DN0784'POINT OF THE RIDGE, AND 2 FT. E OF A WITNESS POST.
 DN0784'
 DN0784'STATION MARK IS A STANDARD TRIANGULATION-STATION DISK, SET
 DN0784'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 DN0784'IT IS STAMPED WOODIE 1935.
 DN0784'
 DN0784'REFERENCE MARK 1 IS 83.0 FT. NE OF STATION WOODIE 1935, AND ON
 DN0784'THE E SLOPE OF THE HIGHEST POINT OF THE RIDGE.  IT IS A
 DN0784'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0784'IS FLUSH WITH THE GROUND, AND IT IS STAMPED WOODIE NO 1 1935.
 DN0784'
 DN0784'REFERENCE MARK 2 IS 104.0 FT. S OF STATION WOODIE 1935,
 DN0784'AND ON THE S SLOPE OF THE HIGHEST POINT OF THE RIDGE.  IT
 DN0784'IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT.
 DN0784'ABOVE THE GROUND, AND IT IS STAMPED WOODIE NO 2 1935.
 DN0784'
 DN0784'AZIMUTH MARK IS 0.3 MI. N OF THE STATION, 100 FT. E OF THE
 DN0784'CREST OF A N-S RIDGE, 14 FT. S OF THE CENTERLINE OF A ROAD, 5.4
 DN0784'FT. E OF A FENCE LEADING N, 0.6 FT. N OF AN E-W FENCE, 2 FT.
 DN0784'W OF A WITNESS POST, AND IS A REFERENCE-MARK DISK, SET IN
 DN0784'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE
 DN0784'GROUND.  IT IS STAMPED WOODIE AZIMUTH 1935.
 DN0784
 DN0784                          STATION RECOVERY (1952)
 DN0784
 DN0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DN0784'8.5 MI SE FROM DECATUR.
 DN0784'7.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE AT
 DN0784'DECATUR, THENCE 1.1 MILES WEST ALONG A PRIVATE ROAD, THENCE 0.3 MILE
 DN0784'SOUTHEAST ALONG THE TOP OF A RIDGE, AT THE HIGHEST POINT OF THE RIDGE,
 DN0784'2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0784'IS FLUSH WITH THE GROUND.
 DN0784
 DN0784                          STATION RECOVERY (1956)
 DN0784
 DN0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WJB)
 DN0784'STATION, STAMPED WOODIE 1935, REFERENCE MARKS 1 AND 2, AND
 DN0784'AZIMUTH MARK ARE IN GOOD CONDITION.
 DN0784'
 DN0784'FROM THE NE CORNER OF THE COURTHOUSE SQUARE IN DECATUR, GO E
 DN0784'AND S-SE BY U.S. HIGHWAY 81 FOR 4.7 MI. TO A HILLTOP CAFE AND
 DN0784'A GRAVEL COUNTY ROAD RUNNING S, THEN S ALONG A WINDING COUNTY
 DN0784'ROAD FOR 3.4 MI. TO A 90 DEG CORNER TO THE RIGHT AND AN IRON-PIPE
 DN0784'GATE IN THE N ROAD FENCE.  THROUGH THE GATE N ALONG A FEED
 DN0784'ROAD FOR 0.7 MI. TO THE HIGHEST POINT IN A PASTURE, A BARREN
 DN0784'HILL, AND STATION.  GATE IS LOCKED.  KEY IS AVAILABLE FROM
 DN0784'MR. ACOLA IN FIRST LARGE THREE-STORY WHITE HOUSE S OF DECATUR
 DN0784'ON HIGHWAY 81.  HOUSE IS 400 YD. W OF THE HIGHWAY.
 DN0784'
 DN0784'THE OLD WOODIE FARMHOUSE IS NOW GONE, AND THE DIRT ROAD TO THE
 DN0784'WOODIE FARM IS CLOSED.
 DN0784
 DN0784                          STATION RECOVERY (1958)
 DN0784
 DN0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN0784'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 DN0784'
 DN0784'ROADS AND LOCAL FEATURES HAVE CHANGED.  TO REACH STATION
 DN0784'FROM THE NORTHEAST CORNER OF COURTHOUSE SQUARE IN DECATUR, TEXAS,
 DN0784'GO EAST AND SOUTHEAST ON U.S. HIGHWAY 81 AND 287 FOR 4.9 MILES,
 DN0784'THENCE RIGHT OFF HIGHWAY ON A GRADED ROAD (SOUTH) FOR 1.5 MILES
 DN0784'TO ROAD FORK.  TAKE LEFT FORK SOUTH FOR 1.1 MILES TO ROAD FORK,
 DN0784'THENCE LEFT (SOUTH) FOR 0.8 MILE TO A RIGHT ANGLE TURN IN
 DN0784'ROAD AND GATE ENTERING PASTURE ON NORTH.  FOLLOW PASTURE ROAD
 DN0784'NORTH-NORTHWEST FOR 0.7 MILE TO SADDLE, THENCE RIGHT FOR
 DN0784'0.2 MILE TO TOP OF HILL AND STATION.
 DN0784
 DN0784                          STATION RECOVERY (1960)
 DN0784
 DN0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN0784'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN0784'
 DN0784'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN0784
 DN0784                          STATION RECOVERY (1984)
 DN0784
 DN0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0784'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 DN0784
 DN0784                          STATION RECOVERY (1997)
 DN0784
 DN0784'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0784'RECOVERED IN GOOD CONDITION.
 DN0784
 DN0784                          STATION RECOVERY (2005)
 DN0784
 DN0784'RECOVERY NOTE BY DAWSON GEOPHYSICAL 2005 (GS)
 DN0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0783 ***********************************************************************
 DN0783  DESIGNATION -  WOODIE AZ MK
 DN0783  PID         -  DN0783
 DN0783  STATE/COUNTY-  TX/WISE
 DN0783  USGS QUAD   -  DECATUR (1972)
 DN0783
 DN0783                         *CURRENT SURVEY CONTROL
 DN0783  ___________________________________________________________________
 DN0783* NAD 83(1986)-  33 09 11.     (N)    097 31 51.     (W)     SCALED    
 DN0783* NAVD 88     -       301.220  (meters)     988.25   (feet)  ADJUSTED  
 DN0783  ___________________________________________________________________
 DN0783  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DN0783  DYNAMIC HT  -         300.869 (meters)     987.10  (feet)  COMP
 DN0783  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 DN0783
 DN0783  VERT ORDER  -  FIRST     CLASS II
 DN0783
 DN0783.The horizontal coordinates were scaled from a topographic map and have
 DN0783.an estimated accuracy of +/- 6 seconds.
 DN0783
 DN0783.The orthometric height was determined by differential leveling
 DN0783.and adjusted by the National Geodetic Survey in June 1991..
 DN0783
 DN0783.The geoid height was determined by GEOID03.
 DN0783
 DN0783.The dynamic height is computed by dividing the NAVD 88
 DN0783.geopotential number by the normal gravity value computed on the
 DN0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0783.degrees latitude (g = 980.6199 gals.).
 DN0783
 DN0783.The modeled gravity was interpolated from observed gravity values.
 DN0783
 DN0783;                    North         East    Units  Estimated Accuracy
 DN0783;SPC TXNC     - 2,165,240.      690,400.      MT  (+/- 180 meters Scaled)
 DN0783
 DN0783                          SUPERSEDED SURVEY CONTROL
 DN0783
 DN0783  NGVD 29 (??/??/92)  301.149  (m)          988.02   (f) ADJ UNCH    1 2
 DN0783
 DN0783.Superseded values are not recommended for survey control.
 DN0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0783.See file dsdata.txt to determine how the superseded data were derived.
 DN0783
 DN0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB370692(NAD 83)
 DN0783_MARKER: DZ = AZIMUTH MARK DISK
 DN0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0783_STAMPING: WOODIE AZIMUTH 1935
 DN0783_MARK LOGO: CGS   
 DN0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0783+STABILITY: SURFACE MOTION
 DN0783
 DN0783  HISTORY     - Date     Condition        Report By
 DN0783  HISTORY     - 1935     MONUMENTED       CGS
 DN0783  HISTORY     - 1952     GOOD             NGS
 DN0783  HISTORY     - 1984     GOOD             NGS
 DN0783  HISTORY     - 19970927 GOOD             USPSQD
 DN0783
 DN0783                          STATION DESCRIPTION
 DN0783
 DN0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0783'8.2 MI SE FROM DECATUR.
 DN0783'7.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE AT
 DN0783'DECATUR, THENCE 1.1 MILES WEST ALONG A PRIVATE ROAD, 100 FEET EAST OF
 DN0783'THE CREST OF A NORTH AND SOUTH RIDGE, 14 FEET SOUTH OF THE CENTER LINE
 DN0783'OF A ROAD, 5.4 FEET EAST OF A FENCE LEADING NORTH, 0.6 FOOT NORTH OF
 DN0783'AN EAST AND WEST FENCE, 2 FEET WEST OF A WITNESS POST, 0.3 MILE NORTH
 DN0783'OF TRIANGULATION STATION WOODIE 1935.  SET IN THE TOP OF A CONCRETE
 DN0783'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 DN0783
 DN0783                          STATION RECOVERY (1984)
 DN0783
 DN0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0783'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 DN0783
 DN0783                          STATION RECOVERY (1997)
 DN0783
 DN0783'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0785 ***********************************************************************
 DN0785  DESIGNATION -  WOODIE RM 1
 DN0785  PID         -  DN0785
 DN0785  STATE/COUNTY-  TX/WISE
 DN0785  USGS QUAD   -  DECATUR (1972)
 DN0785
 DN0785                         *CURRENT SURVEY CONTROL
 DN0785  ___________________________________________________________________
 DN0785* NAD 83(1986)-  33 08 56.     (N)    097 31 50.     (W)     SCALED    
 DN0785* NAVD 88     -       315.759  (meters)    1035.95   (feet)  ADJUSTED  
 DN0785  ___________________________________________________________________
 DN0785  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DN0785  DYNAMIC HT  -         315.390 (meters)    1034.74  (feet)  COMP
 DN0785  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 DN0785
 DN0785  VERT ORDER  -  FIRST     CLASS II
 DN0785
 DN0785.The horizontal coordinates were scaled from a topographic map and have
 DN0785.an estimated accuracy of +/- 6 seconds.
 DN0785
 DN0785.The orthometric height was determined by differential leveling
 DN0785.and adjusted by the National Geodetic Survey in June 1991..
 DN0785
 DN0785.The geoid height was determined by GEOID03.
 DN0785
 DN0785.The dynamic height is computed by dividing the NAVD 88
 DN0785.geopotential number by the normal gravity value computed on the
 DN0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0785.degrees latitude (g = 980.6199 gals.).
 DN0785
 DN0785.The modeled gravity was interpolated from observed gravity values.
 DN0785
 DN0785;                    North         East    Units  Estimated Accuracy
 DN0785;SPC TXNC     - 2,164,780.      690,430.      MT  (+/- 180 meters Scaled)
 DN0785
 DN0785                          SUPERSEDED SURVEY CONTROL
 DN0785
 DN0785  NGVD 29 (??/??/92)  315.687  (m)         1035.72   (f) ADJ UNCH    1 2
 DN0785
 DN0785.Superseded values are not recommended for survey control.
 DN0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0785.See file dsdata.txt to determine how the superseded data were derived.
 DN0785
 DN0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB370687(NAD 83)
 DN0785_MARKER: DR = REFERENCE MARK DISK
 DN0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0785_STAMPING: WOODIE NO 1 1935
 DN0785_MARK LOGO: CGS   
 DN0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0785+STABILITY: SURFACE MOTION
 DN0785
 DN0785  HISTORY     - Date     Condition        Report By
 DN0785  HISTORY     - 1935     MONUMENTED       CGS
 DN0785  HISTORY     - 1952     GOOD             NGS
 DN0785  HISTORY     - 1984     GOOD             NGS
 DN0785  HISTORY     - 19970927 GOOD             USPSQD
 DN0785
 DN0785                          STATION DESCRIPTION
 DN0785
 DN0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0785'8.5 MI SE FROM DECATUR.
 DN0785'7.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE AT
 DN0785'DECATUR, THENCE 1.1 MILES WEST ALONG A PRIVATE ROAD, THENCE 0.3 MILE
 DN0785'SOUTHEAST ALONG THE TOP OF A RIDGE, AT THE HIGHEST POINT OF THE RIDGE,
 DN0785'83.0 FEET NORTHEAST OF TRIANGULATION STATION WOODIE 1935, ON THE EAST
 DN0785'SLOPE OF THE HIGHEST POINT OF THE RIDGE, SET IN THE TOP OF A CONCRETE
 DN0785'POST WHICH IS FLUSH WITH THE GROUND.
 DN0785
 DN0785                          STATION RECOVERY (1984)
 DN0785
 DN0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0785'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 DN0785
 DN0785                          STATION RECOVERY (1997)
 DN0785
 DN0785'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0786 ***********************************************************************
 DN0786  DESIGNATION -  WOODIE RM 2
 DN0786  PID         -  DN0786
 DN0786  STATE/COUNTY-  TX/WISE
 DN0786  USGS QUAD   -  DECATUR (1972)
 DN0786
 DN0786                         *CURRENT SURVEY CONTROL
 DN0786  ___________________________________________________________________
 DN0786* NAD 83(1986)-  33 08 56.     (N)    097 31 50.     (W)     SCALED    
 DN0786* NAVD 88     -       316.014  (meters)    1036.79   (feet)  ADJUSTED  
 DN0786  ___________________________________________________________________
 DN0786  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DN0786  DYNAMIC HT  -         315.646 (meters)    1035.58  (feet)  COMP
 DN0786  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 DN0786
 DN0786  VERT ORDER  -  FIRST     CLASS II
 DN0786
 DN0786.The horizontal coordinates were scaled from a topographic map and have
 DN0786.an estimated accuracy of +/- 6 seconds.
 DN0786
 DN0786.The orthometric height was determined by differential leveling
 DN0786.and adjusted by the National Geodetic Survey in June 1991..
 DN0786
 DN0786.The geoid height was determined by GEOID03.
 DN0786
 DN0786.The dynamic height is computed by dividing the NAVD 88
 DN0786.geopotential number by the normal gravity value computed on the
 DN0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0786.degrees latitude (g = 980.6199 gals.).
 DN0786
 DN0786.The modeled gravity was interpolated from observed gravity values.
 DN0786
 DN0786;                    North         East    Units  Estimated Accuracy
 DN0786;SPC TXNC     - 2,164,780.      690,430.      MT  (+/- 180 meters Scaled)
 DN0786
 DN0786                          SUPERSEDED SURVEY CONTROL
 DN0786
 DN0786  NGVD 29 (??/??/92)  315.943  (m)         1036.56   (f) ADJ UNCH    1 2
 DN0786
 DN0786.Superseded values are not recommended for survey control.
 DN0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0786.See file dsdata.txt to determine how the superseded data were derived.
 DN0786
 DN0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB370687(NAD 83)
 DN0786_MARKER: DR = REFERENCE MARK DISK
 DN0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0786_STAMPING: WOODIE NO 2 1935
 DN0786_MARK LOGO: CGS   
 DN0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0786+STABILITY: SURFACE MOTION
 DN0786
 DN0786  HISTORY     - Date     Condition        Report By
 DN0786  HISTORY     - 1935     MONUMENTED       CGS
 DN0786  HISTORY     - 1952     GOOD             NGS
 DN0786  HISTORY     - 1984     GOOD             NGS
 DN0786  HISTORY     - 19970927 GOOD             USPSQD
 DN0786
 DN0786                          STATION DESCRIPTION
 DN0786
 DN0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0786'8.5 MI SE FROM DECATUR.
 DN0786'7.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE AT
 DN0786'DECATUR, THENCE 1.1 MILES WEST ALONG A PRIVATE ROAD, THENCE 0.3 MILE
 DN0786'SOUTHEAST ALONG THE TOP OF THE RIDGE, AT THE HIGHEST POINT OF THE
 DN0786'RIDGE, 104.0 FEET SOUTH OF TRIANGULATION STATION WOODIE 1935, ON THE
 DN0786'SOUTH SLOPE OF THE HIGHEST POINT OF THE RIDGE, SET IN THE TOP OF A
 DN0786'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 DN0786
 DN0786                          STATION RECOVERY (1984)
 DN0786
 DN0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0786'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 DN0786
 DN0786                          STATION RECOVERY (1997)
 DN0786
 DN0786'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2749 ***********************************************************************
 BY2749  DESIGNATION -  WOODLAKE
 BY2749  PID         -  BY2749
 BY2749  STATE/COUNTY-  TX/TRINITY
 BY2749  USGS QUAD   -  GROVETON EAST (1963)
 BY2749
 BY2749                         *CURRENT SURVEY CONTROL
 BY2749  ___________________________________________________________________
 BY2749* NAD 83(1993)-  31 01 28.18767(N)    095 01 18.96274(W)     ADJUSTED  
 BY2749* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 BY2749  ___________________________________________________________________
 BY2749  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BY2749  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY2749
 BY2749  HORZ ORDER  -  SECOND
 BY2749
 BY2749.The horizontal coordinates were established by classical geodetic methods
 BY2749.and adjusted by the National Geodetic Survey in February 1996..
 BY2749
 BY2749.The orthometric height was scaled from a topographic map.
 BY2749
 BY2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2749
 BY2749.The geoid height was determined by GEOID03.
 BY2749
 BY2749;                    North         East     Units Scale Factor Converg.
 BY2749;SPC TX C     - 3,162,625.395 1,206,878.975   MT  0.99988182   +2 44 08.5
 BY2749;SPC TX C     -10,376,046.82  3,959,568.77   sFT  0.99988182   +2 44 08.5
 BY2749;UTM  15      - 3,434,072.362   307,004.360   MT  1.00005947   -1 02 32.8
 BY2749
 BY2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2749!SPC TX C     -   0.99998828  x   0.99988182  =   0.99987010
 BY2749!UTM  15      -   0.99998828  x   1.00005947  =   1.00004775
 BY2749
 BY2749|---------------------------------------------------------------------|
 BY2749| PID    Reference Object                     Distance      Geod. Az  |
 BY2749|                                                           dddmmss.s |
 BY2749| CV8652 WOODLAKE RM 1                        26.368 METERS 19332     |
 BY2749| CV8651 WOODLAKE AZ MK                                     2010005.8 |
 BY2749| CV8653 WOODLAKE RM 2                        26.238 METERS 30012     |
 BY2749|---------------------------------------------------------------------|
 BY2749
 BY2749                          SUPERSEDED SURVEY CONTROL
 BY2749
 BY2749  NAD 83(1986)-  31 01 28.19863(N)    095 01 18.94915(W) AD(       ) 2
 BY2749  NAD 27      -  31 01 27.53200(N)    095 01 18.19100(W) AD(       ) 2
 BY2749
 BY2749.Superseded values are not recommended for survey control.
 BY2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2749.See file dsdata.txt to determine how the superseded data were derived.
 BY2749
 BY2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ0700434072(NAD 83)
 BY2749_MARKER: DS = TRIANGULATION STATION DISK
 BY2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2749
 BY2749  HISTORY     - Date     Condition        Report By
 BY2749  HISTORY     - 1949     MONUMENTED       CGS
 BY2749
 BY2749                          STATION DESCRIPTION
 BY2749
 BY2749'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2749'THE STATION IS LOCATED ABOUT 12.0 MILES WEST OF CORRIGAN, 6.5
 BY2749'MILES EAST-SOUTHEAST OF GROVETON AND 0.5 MILE NORTH OF U.S.
 BY2749'HIGHWAY 287 ON THE HIGH POINT OF A WOODED RIDGE.  IT IS 64
 BY2749'FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 24 FEET
 BY2749'NORTHEAST OF A TRIANGULAR BLAZED 10 INCH PINE TREE, 24 FEET EAST
 BY2749'OF THE CENTER OF A WOODS ROAD, 17 FEET NORTHWEST OF A TRIANGULAR
 BY2749'BLAZED 10 INCH PINE TREE AND 8 FEET NORTHEAST OF WITNESS POST.
 BY2749'IT IS STAMPED WOODLAKE 1949 AND PROJECTS 2 INCHES.
 BY2749'
 BY2749'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 22 FEET SOUTH
 BY2749'OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT NORTH OF FENCE
 BY2749'LINE.  IT IS STAMPED WOODLAKE NO 1 1949 AND PROJECTS 4 INCHES.
 BY2749'
 BY2749'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 40 FEET
 BY2749'WEST OF THE CENTER OF THE WOODS ROAD AND 95 FEET NORTH OF THE
 BY2749'CENTER OF THE EAST-WEST ROAD.  IT IS STAMPED WOODLAKE NO 2
 BY2749'1949 AND PROJECTS 5 INCHES.
 BY2749'
 BY2749'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH-SOUTHWEST OF THE
 BY2749'STATION, 40 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 287,
 BY2749'4 FEET EAST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE LINE.
 BY2749'IT IS STAMPED WOODLAKE 1949 AND PROJECTS 5 INCHES.
 BY2749'
 BY2749'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 BY2749'HOUSE SQUARE IN GROVETON, GO EAST ON U.S. HIGHWAY 287 FOR
 BY2749'6.25 MILES TO SIDE ROAD LEFT JUST AFTER PASSING THE PINEY WOODS
 BY2749'ENCAMPMENT ON THE RIGHT, (CONTINUE EAST ON HIGHWAY 287 FOR
 BY2749'0.35 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE AS DESCRIBED),
 BY2749'TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.3 MILE TO DIM ROAD
 BY2749'RIGHT AT TOP OF RIDGE, TURN RIGHT AND GO EAST ON DIRT ROAD
 BY2749'FOR 0.4 MILE TO DIM WOODS ROAD LEFT AND TRIANGULAR BLAZED
 BY2749'PINE TREE ON THE LEFT AND STATION.
 BY2749'
 BY2749'A 74 FOOT SIGNAL AT STATION COLITA IS VISIBLE AT 64 FEET
 BY2749'
 BY2749'A 100 FOOT SIGNAL AT STATION GROVE 1942 IS VISIBLE AT 77 FEET
 BY2749'
 BY2749'A 100 FOOT SIGNAL AT STATION PINEY IS VISIBLE AT 77 FEET
 BY2749'
 BY2749'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1354 ***********************************************************************
 DM1354  DESIGNATION -  WOODLAND
 DM1354  PID         -  DM1354
 DM1354  STATE/COUNTY-  TX/RED RIVER
 DM1354  USGS QUAD   -  WOODLAND (1951)
 DM1354
 DM1354                         *CURRENT SURVEY CONTROL
 DM1354  ___________________________________________________________________
 DM1354* NAD 83(1993)-  33 48 38.91421(N)    095 16 25.85489(W)     ADJUSTED  
 DM1354* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 DM1354  ___________________________________________________________________
 DM1354  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DM1354  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DM1354
 DM1354  HORZ ORDER  -  SECOND
 DM1354
 DM1354.The horizontal coordinates were established by classical geodetic methods
 DM1354.and adjusted by the National Geodetic Survey in February 1996..
 DM1354
 DM1354.The orthometric height was scaled from a topographic map.
 DM1354
 DM1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1354
 DM1354.The geoid height was determined by GEOID03.
 DM1354
 DM1354;                    North         East     Units Scale Factor Converg.
 DM1354;SPC TXNC     - 2,242,358.184   898,647.617   MT  0.99996025   +1 45 34.3
 DM1354;SPC TXNC     - 7,356,803.48  2,948,313.06   sFT  0.99996025   +1 45 34.3
 DM1354;UTM  15      - 3,743,503.925   289,529.429   MT  1.00014612   -1 15 56.7
 DM1354
 DM1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1354!SPC TXNC     -   0.99997874  x   0.99996025  =   0.99993899
 DM1354!UTM  15      -   0.99997874  x   1.00014612  =   1.00012486
 DM1354
 DM1354|---------------------------------------------------------------------|
 DM1354| PID    Reference Object                     Distance      Geod. Az  |
 DM1354|                                                           dddmmss.s |
 DM1354| CY3168 WOODLAND RM 1                        27.332 METERS 00528     |
 DM1354| CY3167 WOODLAND AZ MK                                     0121055.6 |
 DM1354| DM1355 TT 76 LEE USGS 1951                  24.620 METERS 06439     |
 DM1354|---------------------------------------------------------------------|
 DM1354
 DM1354                          SUPERSEDED SURVEY CONTROL
 DM1354
 DM1354  NAD 83(1993)-  33 48 38.91456(N)    095 16 25.85465(W) AD(       ) 2
 DM1354  NAD 83(1986)-  33 48 38.92051(N)    095 16 25.84314(W) AD(       ) 2
 DM1354  NAD 27      -  33 48 38.53700(N)    095 16 25.01600(W) AD(       ) 2
 DM1354
 DM1354.Superseded values are not recommended for survey control.
 DM1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1354.See file dsdata.txt to determine how the superseded data were derived.
 DM1354
 DM1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8952943504(NAD 83)
 DM1354_MARKER: DS = TRIANGULATION STATION DISK
 DM1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1354
 DM1354  HISTORY     - Date     Condition        Report By
 DM1354  HISTORY     - 1951     MONUMENTED       CGS
 DM1354  HISTORY     - 1957     GOOD             CGS
 DM1354
 DM1354                          STATION DESCRIPTION
 DM1354
 DM1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1354'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF THE TOWN OF
 DM1354'DETROIT AND 1/4 MILE NORTH OF THE VILLAGE OF WOODLAND.  IT
 DM1354'IS 47 FEET SOUTH-SOUTHWEST OF A T-FENCE CORNER, 44 FEET WEST OF
 DM1354'THE CENTERLINE OF FARM ROAD 410 AND 9.7 FEET WEST OF THE
 DM1354'RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 DM1354'GROUND AND THE DISK IS STAMPED WOODLAND 1951.
 DM1354'
 DM1354'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF A T-FENCE CORNER,
 DM1354'36 FEET WEST OF THE CENTERLINE OF FARM ROAD 410 AND 1 FOOT
 DM1354'WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES
 DM1354'AND THE DISK IS STAMPED WOODLAND NO 1 1951.
 DM1354'
 DM1354'TT 76 LEE IS 31 FEET EAST OF THE CENTERLINE OF FARM ROAD 410
 DM1354'AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK IS A
 DM1354'STANDARD USGS BENCH MARK DISK SET IN A 6X6 INCH SQUARE CONCRETE
 DM1354'POST WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED TT 76
 DM1354'LEE 1949.
 DM1354'
 DM1354'AZIMUTH MARK IS 58.8 FEET EAST OF THE CENTERLINE OF FARM
 DM1354'ROAD 410, 26.9 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY
 DM1354'AND 1 FOOT NORTHWEST OF A FENCE.  THE MARK PROJECTS 6 INCHES
 DM1354'AND THE DISK IS STAMPED WOODLAND 1951.
 DM1354'
 DM1354'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN PARIS,
 DM1354'GO EAST ON HIGHWAY 82 FOR 1.2 MILES TO FARM ROAD 195 (20 TH.
 DM1354'STREET), TURN LEFT ON FARM ROAD AND GO NORTH AND EAST 20.25
 DM1354'MILES TO THE JUNCTION OF FARM ROADS 195 AND 410 IN THE VILLAGE
 DM1354'OF WOODLAND, THENCE EAST ON FARM ROAD 410 FOR 0.1 MILE, TURN
 DM1354'LEFT (NORTH) ON FARM ROAD 410 FOR 0.25 MILE TO THE TOP OF RIDGE
 DM1354'AND THE STATION ON THE LEFT OR WEST SIDE OF THE ROAD.
 DM1354'
 DM1354'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DM1354'FARM ROAD 410 FOR 0.6 MILE TO A FARM DRIVEWAY ON THE RIGHT AND
 DM1354'THE MARK AS DESCRIBED.
 DM1354'
 DM1354'NOTE--A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1354'WOODLAND TO TT 76 LEE.
 DM1354'
 DM1354'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1354
 DM1354                          STATION RECOVERY (1957)
 DM1354
 DM1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1354'STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 DM1354'RECOVERED IN GOOD CONDITION AS DESCRIBED.  TT 76 LEE HAS
 DM1354'BEEN KNOCKED OVER AND BROKEN, BUT LOCATION REMAINS THE SAME.
 DM1354'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1074 ***********************************************************************
 CR1074  DESIGNATION -  WOODLAWN
 CR1074  PID         -  CR1074
 CR1074  STATE/COUNTY-  TX/HARRISON
 CR1074  USGS QUAD   -  WOODLAWN (1978)
 CR1074
 CR1074                         *CURRENT SURVEY CONTROL
 CR1074  ___________________________________________________________________
 CR1074* NAD 83(1993)-  32 40 34.12344(N)    094 21 01.32720(W)     ADJUSTED  
 CR1074* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 CR1074  ___________________________________________________________________
 CR1074  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CR1074  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR1074
 CR1074  HORZ ORDER  -  THIRD
 CR1074
 CR1074.The horizontal coordinates were established by classical geodetic methods
 CR1074.and adjusted by the National Geodetic Survey in February 1996..
 CR1074
 CR1074.The orthometric height was scaled from a topographic map.
 CR1074
 CR1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1074
 CR1074.The geoid height was determined by GEOID03.
 CR1074
 CR1074;                    North         East     Units Scale Factor Converg.
 CR1074;SPC TXNC     - 2,119,626.223   989,064.471   MT  0.99989396   +2 15 47.5
 CR1074;SPC TXNC     - 6,954,140.37  3,244,955.69   sFT  0.99989396   +2 15 47.5
 CR1074;UTM  15      - 3,616,190.925   373,390.424   MT  0.99979766   -0 43 44.9
 CR1074
 CR1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1074!SPC TXNC     -   0.99998673  x   0.99989396  =   0.99988069
 CR1074!UTM  15      -   0.99998673  x   0.99979766  =   0.99978439
 CR1074
 CR1074|---------------------------------------------------------------------|
 CR1074| PID    Reference Object                     Distance      Geod. Az  |
 CR1074|                                                           dddmmss.s |
 CR1074| CX7439 WOODLAWN RM 1                        18.700 METERS 14340     |
 CR1074| CX7438 WOODLAWN AZ MK                                     2263402.1 |
 CR1074| CX7440 WOODLAWN RM 2                        10.397 METERS 27943     |
 CR1074|---------------------------------------------------------------------|
 CR1074
 CR1074                          SUPERSEDED SURVEY CONTROL
 CR1074
 CR1074  NAD 83(1986)-  32 40 34.13041(N)    094 21 01.31560(W) AD(       ) 3
 CR1074  NAD 27      -  32 40 33.62270(N)    094 21 00.61930(W) AD(       ) 3
 CR1074
 CR1074.Superseded values are not recommended for survey control.
 CR1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1074.See file dsdata.txt to determine how the superseded data were derived.
 CR1074
 CR1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7339016191(NAD 83)
 CR1074_MARKER: DS = TRIANGULATION STATION DISK
 CR1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1074
 CR1074  HISTORY     - Date     Condition        Report By
 CR1074  HISTORY     - 1958     MONUMENTED       CGS
 CR1074  HISTORY     - 1971     GOOD             NGS
 CR1074  HISTORY     - 1974     GOOD             TXHD
 CR1074  HISTORY     - 19980117 GOOD             USPSQD
 CR1074
 CR1074                          STATION DESCRIPTION
 CR1074
 CR1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1074'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF JEFFERSON AND
 CR1074'1 MILE NORTH-NORTHWEST OF THE SMALL VILLAGE OF WOODLAWN ON
 CR1074'A CLEARED HILL IN THE NORTHEAST CORNER OF A SMALL LOT ABOUT 200
 CR1074'YARDS NORTHEAST OF A FARM HOUSE.  IT IS 87 FEET EAST OF A
 CR1074'FENCE CORNER, 53 FEET EAST OF THE APPROXIMATE CENTER OF THE
 CR1074'BLACK TOP ROAD, 34 FEET WEST OF A FENCE CORNER, 5 FEET WEST
 CR1074'OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
 CR1074'
 CR1074'THE STATION MARK, A STANDARD DISK STAMPED WOODLAWN 1958, IS
 CR1074'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1074'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1074'
 CR1074'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WOODLAWN NO 1 1958,
 CR1074'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH WITH
 CR1074'THE SURFACE OF THE GROUND.  IT IS 45 FEET SOUTH OF A FENCE
 CR1074'CORNER, 20 FEET WEST OF THE APPROXIMATE CENTER OF THE BLACK
 CR1074'TOP ROAD AND 1 FOOT WEST OF A FENCE LINE.
 CR1074'
 CR1074'REFERENCE MARK NO 2, A STANDARD DISK STAMPED WOODLAWN NO
 CR1074'2 1958, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH
 CR1074'WITH THE SURFACE OF THE GROUND.  IT IS 53 FEET WEST OF A FENCE
 CR1074'CORNER AND 1 FOOT SOUTH OF A FENCE LINE.
 CR1074'
 CR1074'THE AZIMUTH MARK, A STANDARD DISK STAMPED WOODLAWN 1958,
 CR1074'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1074'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 72
 CR1074'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARM HOUSE, 15
 CR1074'FEET WEST-NORTHWEST OF A POWERLINE POLE AND 1 FOOT SOUTHWEST
 CR1074'OF A FENCE LINE.
 CR1074'
 CR1074'TO REACH THE STATION FROM THE POST OFFICE IN WOODLAWN GO WEST
 CR1074'ON THE BLACK TOP ROAD FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT
 CR1074'FORK AND GO NORTH FOR 0.3 MILE TO A DRIVEWAY AND CATTLE GUARD ON
 CR1074'THE LEFT, WEST, SIDE OF THE ROAD*.  CONTINUE NORTH FOR 0.1
 CR1074'MILE TO AN ALUMINUM GATE AND DRIVE WAY ON THE LEFT, WEST,
 CR1074'SIDE OF THE ROAD.  PASS THROUGH THE GATE AND FOLLOW A DIM
 CR1074'TRACK ROAD NORTH-NORTHWEST FOR ABOUT 25 YARDS TO A GATE
 CR1074'ENTERING A SMALL LOT.  PASS THROUGH THE GATE AND GO NORTH FOR
 CR1074'ABOUT 25 YARDS TO THE STATION.  *CROSS THE CATTLE GUARD
 CR1074'ONTO THE DRIVE WAY AND GO WEST FOR 0.15 MILE TO THE FARM
 CR1074'HOUSE AND THE AZIMUTH MARK AS DESCRIBED.
 CR1074
 CR1074                          STATION RECOVERY (1971)
 CR1074
 CR1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CR1074'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK,
 CR1074'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CR1074'
 CR1074'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CR1074'
 CR1074'THE STATION IS LOCATED ABOUT 10 MILES WEST OF KARNACK, 9 MILES
 CR1074'NORTH OF MARSHALL, 6 MILES SOUTH OF JEFFERSON AND 1 MILE NORTH
 CR1074'OF THE SMALL SETTLEMENT OF WOODLAWN.
 CR1074'
 CR1074'THE STATION SURFACE MARK, IS A STANDARD DISK, SET IN THE TOP
 CR1074'OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 6-INCHES AND THE
 CR1074'DISK IS STAMPED WOODLAWN 1958.  IT IS 98 FEET EAST-NORTHEAST OF A
 CR1074'HI-LINE POLE, 86 FEET EAST OF A FENCE-CORNER, 63 FEET WEST OF
 CR1074'THE CENTER OF SURFACE ROAD, 34 FEET WEST OF A FENCE-CORNER,
 CR1074'2 FEET SOUTH OF A FENCE-LINE AND 1.6 FEET SOUTH OF A METAL
 CR1074'WITNESS POST.
 CR1074'
 CR1074'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 59
 CR1074'AND FARM ROAD 1997 IN WOODLAWN, GO WESTERLY CROSSING RAILROAD
 CR1074'TRACKS ON FARM ROAD 1997 FOR 0.4 MILE TO A SIDE ROAD ON THE
 CR1074'RIGHT.  TURN RIGHT AND GO NORTHERLY ON SURFACE ROAD FOR 0.45
 CR1074'MILE TO STATION ON THE LEFT, AT THE NORTH END OF A SMALL
 CR1074'GRASSY LOT, WHICH IS JUST NORTH OF FARM HOUSE AND BUILDINGS.
 CR1074'
 CR1074'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A
 CR1074'SQUARE CONCRETE POST THAT PROJECTS ABOUT 2-INCHES AND THE
 CR1074'DISK IS STAMPED WOODLAWN NO 1 1958.  IT IS 45 FEET SOUTH
 CR1074'OF A FENCE-CORNER, 38 FEET WEST OF THE CENTER OF SURFACE ROAD,
 CR1074'2 FEET WEST OF A METAL WITNESS POST AND 1.8 FEET WEST OF
 CR1074'A FENCE-LINE.
 CR1074'
 CR1074'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF
 CR1074'A SQUARE CONCRETE POST THAT PROJECTS ABOUT 2-INCHES AND THE
 CR1074'DISK IS STAMPED WOODLAWN NO 2 1958.  IT IS 72 FEET NORTHEAST
 CR1074'OF A HI-LINE POLE, 68 FEET WEST OF A FENCE-CORNER, 52 FEET EAST
 CR1074'OF A FENCE-CORNER, AND 2 FEET SOUTH OF A FENCE-LINE.
 CR1074'
 CR1074'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CR1074'CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND THE DISK IS
 CR1074'STAMPED WOODLAWN 1958.  IT IS 72 FEET NORTHEAST OF THE NORTHEAST
 CR1074'CORNER OF HOUSE, 14 FEET NORTH-NORTHEAST OF DRIVEWAY, 10 FEET
 CR1074'EAST OF THE EYE OF GUY-WIRE ROD, 15 FEET WEST-NORTHWEST OF
 CR1074'UTILITY POLE, 1 FOOT SOUTHEAST OF FENCE-LINE AND 1.2 FEET SOUTH
 CR1074'OF METAL WITNESS POST.
 CR1074'
 CR1074'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 CR1074'SURFACE ROAD FOR 0.15 MILE TO A DIRT ROAD ON THE RIGHT, TURN
 CR1074'RIGHT AND GO WEST FOR 0.15 MILE TO AZIMUTH MARK ON RIGHT
 CR1074'AT SECOND HOUSE FROM SURFACE ROAD.
 CR1074'
 CR1074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NNW
 CR1074'WOODLAWN
 CR1074
 CR1074                          STATION RECOVERY (1974)
 CR1074
 CR1074'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 CR1074'WOODLAWN 1958-GOOD
 CR1074'
 CR1074'ALL OTHER MARKS-NOT SEARCHED FOR
 CR1074'
 CR1074'1973 DESCRIPTION IS ADEQUATE FOR RECOVERING THE STATION.
 CR1074
 CR1074                          STATION RECOVERY (1998)
 CR1074
 CR1074'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1073 ***********************************************************************
 CR1073  DESIGNATION -  WOODLAWN MISS R FUEL CO MAST
 CR1073  PID         -  CR1073
 CR1073  STATE/COUNTY-  TX/HARRISON
 CR1073  USGS QUAD   -  WOODLAWN (1978)
 CR1073
 CR1073                         *CURRENT SURVEY CONTROL
 CR1073  ___________________________________________________________________
 CR1073* NAD 83(1993)-  32 38 05.18320(N)    094 20 41.09302(W)     ADJUSTED  
 CR1073* NAVD 88     -                                                        
 CR1073  ___________________________________________________________________
 CR1073  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 CR1073  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR1073
 CR1073  HORZ ORDER  -  THIRD
 CR1073
 CR1073.The horizontal coordinates were established by classical geodetic methods
 CR1073.and adjusted by the National Geodetic Survey in February 1996..
 CR1073
 CR1073
 CR1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1073
 CR1073.The geoid height was determined by GEOID03.
 CR1073
 CR1073;                    North         East     Units Scale Factor Converg.
 CR1073;SPC TXNC     - 2,115,062.998   989,772.587   MT  0.99989892   +2 15 58.5
 CR1073;SPC TXNC     - 6,939,169.19  3,247,278.90   sFT  0.99989892   +2 15 58.5
 CR1073;UTM  15      - 3,611,597.417   373,859.349   MT  0.99979620   -0 43 31.1
 CR1073
 CR1073                          SUPERSEDED SURVEY CONTROL
 CR1073
 CR1073  NAD 83(1986)-  32 38 05.19208(N)    094 20 41.08232(W) AD(       ) 4
 CR1073  NAD 27      -  32 38 04.65900(N)    094 20 40.37900(W) AD(       ) 3
 CR1073
 CR1073.Superseded values are not recommended for survey control.
 CR1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1073.See file dsdata.txt to determine how the superseded data were derived.
 CR1073
 CR1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7385911597(NAD 83)
 CR1073_MARKER: 42 = RADIO/TV MAST
 CR1073
 CR1073  HISTORY     - Date     Condition        Report By
 CR1073  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1073  HISTORY     - 19980117 GOOD             USPSQD
 CR1073
 CR1073                          STATION DESCRIPTION
 CR1073
 CR1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1073'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF WOODLAWN,
 CR1073'IT IS SET IN A CONCRETE FOUNDATION, ABOUT 120 FEET HIGH, COLORED
 CR1073'RED AND WHITE AND THE LIGHT ON TOP WAS THE POINT INTERSECTED.
 CR1073'
 CR1073'TO REACH THE STATION FROM THE POST OFFICE IN WOODLAWN, GO
 CR1073'SOUTH ON U.S. HIGHWAY NO. 59 FOR 2.2 MILES TO THE STATION ON
 CR1073'THE RIGHT AS DESCRIBED.
 CR1073
 CR1073                          STATION RECOVERY (1998)
 CR1073
 CR1073'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1603 ***********************************************************************
 AH1603  DESIGNATION -  WOODS RANCH HOUSE CUPOLA
 AH1603  PID         -  AH1603
 AH1603  STATE/COUNTY-  TX/JIM WELLS
 AH1603  USGS QUAD   -  AGUA DULCE (1979)
 AH1603
 AH1603                         *CURRENT SURVEY CONTROL
 AH1603  ___________________________________________________________________
 AH1603* NAD 83(1993)-  27 45 57.94542(N)    097 57 28.69122(W)     ADJUSTED  
 AH1603* NAVD 88     -                                                        
 AH1603  ___________________________________________________________________
 AH1603  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AH1603  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH1603
 AH1603  HORZ ORDER  -  THIRD
 AH1603
 AH1603.The horizontal coordinates were established by classical geodetic methods
 AH1603.and adjusted by the National Geodetic Survey in February 1996..
 AH1603
 AH1603
 AH1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1603
 AH1603.The geoid height was determined by GEOID03.
 AH1603
 AH1603;                    North         East     Units Scale Factor Converg.
 AH1603;SPC TX S     - 5,232,721.008   353,428.747   MT  0.99998367   +0 14 45.9
 AH1603;SPC TX S     -17,167,685.51  1,159,540.81   sFT  0.99998367   +0 14 45.9
 AH1603;UTM  14      - 3,071,727.069   602,678.645   MT  0.99973013   +0 29 07.7
 AH1603
 AH1603                          SUPERSEDED SURVEY CONTROL
 AH1603
 AH1603  NAD 83(1986)-  27 45 57.95311(N)    097 57 28.66975(W) AD(       ) 4
 AH1603  NAD 27      -  27 45 56.85800(N)    097 57 27.67100(W) AD(       ) 3
 AH1603
 AH1603.Superseded values are not recommended for survey control.
 AH1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1603.See file dsdata.txt to determine how the superseded data were derived.
 AH1603
 AH1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0267971727(NAD 83)
 AH1603_MARKER: 86 = CUPOLA
 AH1603
 AH1603  HISTORY     - Date     Condition        Report By
 AH1603  HISTORY     - 1905     FIRST OBSERVED   CGS
 AH1603
 AH1603                          STATION DESCRIPTION
 AH1603
 AH1603'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2114 ***********************************************************************
 AN2114  DESIGNATION -  WOODSBORO
 AN2114  PID         -  AN2114
 AN2114  STATE/COUNTY-  TX/REFUGIO
 AN2114  USGS QUAD   -  WOODSBORO (1978)
 AN2114
 AN2114                         *CURRENT SURVEY CONTROL
 AN2114  ___________________________________________________________________
 AN2114* NAD 83(1993)-  28 13 07.76063(N)    097 21 00.74268(W)     ADJUSTED  
 AN2114* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AN2114  ___________________________________________________________________
 AN2114  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AN2114  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN2114
 AN2114  HORZ ORDER  -  THIRD
 AN2114
 AN2114.The horizontal coordinates were established by classical geodetic methods
 AN2114.and adjusted by the National Geodetic Survey in February 1996..
 AN2114
 AN2114.The orthometric height was scaled from a topographic map.
 AN2114
 AN2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2114
 AN2114.The geoid height was determined by GEOID03.
 AN2114
 AN2114;                    North         East     Units Scale Factor Converg.
 AN2114;SPC TXSC     - 4,043,867.442   761,950.731   MT  1.00005128   +0 48 29.7
 AN2114;SPC TXSC     -13,267,255.10  2,499,833.36   sFT  1.00005128   +0 48 29.7
 AN2114;SPC TX S     - 5,283,293.673   412,878.588   MT  1.00012031   +0 31 19.3
 AN2114;SPC TX S     -17,333,605.99  1,354,585.83   sFT  1.00012031   +0 31 19.3
 AN2114;UTM  14      - 3,122,545.145   661,895.476   MT  0.99992349   +0 46 48.9
 AN2114
 AN2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2114!SPC TXSC     -   1.00000241  x   1.00005128  =   1.00005369
 AN2114!SPC TX S     -   1.00000241  x   1.00012031  =   1.00012272
 AN2114!UTM  14      -   1.00000241  x   0.99992349  =   0.99992590
 AN2114
 AN2114:                Primary Azimuth Mark                     Grid Az
 AN2114:SPC TXSC     -  WOODSBORO FARMERS COOP ELEV              038 11 11.7
 AN2114:SPC TX S     -  WOODSBORO FARMERS COOP ELEV              038 28 22.1
 AN2114:UTM  14      -  WOODSBORO FARMERS COOP ELEV              038 12 52.5
 AN2114
 AN2114|---------------------------------------------------------------------|
 AN2114| PID    Reference Object                     Distance      Geod. Az  |
 AN2114|                                                           dddmmss.s |
 AN2114| AN2112 WOODSBORO FARMERS COOP ELEV         APPROX. 2.8 KM 0385941.4 |
 AN2114| CV5862 WOODSBORO AZ MK                                    0402851.3 |
 AN2114| AN2113 WOODSBORO MUNICIPAL TANK            APPROX. 3.1 KM 0442145.7 |
 AN2114| CV5865 WOODSBORO RM 3                       18.975 METERS 04746     |
 AN2114| CV5863 WOODSBORO RM 1                       25.175 METERS 05934     |
 AN2114| CV5864 WOODSBORO RM 2                       22.260 METERS 18621     |
 AN2114| CV5866 WOODSBORO RM 4                       13.666 METERS 20310     |
 AN2114|---------------------------------------------------------------------|
 AN2114
 AN2114                          SUPERSEDED SURVEY CONTROL
 AN2114
 AN2114  NAD 83(1986)-  28 13 07.76885(N)    097 21 00.72368(W) AD(       ) 3
 AN2114  NAD 27      -  28 13 06.73600(N)    097 20 59.75400(W) AD(       ) 3
 AN2114
 AN2114.Superseded values are not recommended for survey control.
 AN2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2114.See file dsdata.txt to determine how the superseded data were derived.
 AN2114
 AN2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6189522545(NAD 83)
 AN2114_MARKER: DS = TRIANGULATION STATION DISK
 AN2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2114
 AN2114  HISTORY     - Date     Condition        Report By
 AN2114  HISTORY     - 1952     MONUMENTED       CGS
 AN2114  HISTORY     - 1963     GOOD             CGS
 AN2114  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2114
 AN2114                          STATION DESCRIPTION
 AN2114
 AN2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2114'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF WOODSBORO
 AN2114'AT ABANDONED RANCH BUILDINGS OWNED BY F.B. BOOKE AND SONS.
 AN2114'
 AN2114'TO REACH THE STATION FROM THE RAILROAD STATION IN WOODSBORO,
 AN2114'GO SOUTHWEST ON U.S. HIGHWAY 77 FOR 1.45 MILES TO THE AZIMUTH
 AN2114'MARK ON THE LEFT AS DESCRIBED BELOW.  CONTINUE SOUTHWEST ON
 AN2114'THE HIGHWAY 0.5 MILE TO BUILDINGS AND STATION ON THE RIGHT.
 AN2114'
 AN2114'THE STATION MARK IS STAMPED WOODSBORO 1952.  IT IS A STANDARD
 AN2114'DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AN2114'LEVEL.  IT IS 82 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 AN2114'HIGHWAY 77, 49 FEET EAST OF THE NORTHEAST CORNER OF A BARN,
 AN2114'17 FEET SOUTH OF A GATE POST AND 11 FEET WEST OF A WHITE
 AN2114'WITNESS POST.
 AN2114'
 AN2114'REFERENCE MARK 1 IS STAMPED WOODSBORO NO 1 1952.  IT IS A
 AN2114'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6
 AN2114'INCHES AND IS 21 FEET EAST OF A WIRE FENCE.
 AN2114'
 AN2114'REFERENCE MARK 2 IS STAMPED WOODSBORO NO 2 1952.  IT IS A
 AN2114'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8
 AN2114'INCHES AND IS 20 FEET EAST OF A WIRE FENCE.
 AN2114'
 AN2114'THE AZIMUTH MARK IS STAMPED WOODSBORO 1952.  IT IS A STANDARD
 AN2114'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 AN2114'IS 52 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 77,
 AN2114'38 FEET NORTHWEST OF THE WESTERN RAIL OF THE RAILROAD, 10
 AN2114'FEET SOUTH OF A TELEPHONE POLE AND 6 FEET SOUTH OF A WHITE
 AN2114'WITNESS POST.
 AN2114'
 AN2114'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2114
 AN2114                          STATION RECOVERY (1963)
 AN2114
 AN2114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AN2114'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND
 AN2114'TO BE IN GOOD CONDITION.  REFERENCE MARKS NOS. 1 AND 2 WERE
 AN2114'FOUND TO BE LEANING AND PROJECTS ABOVE THE GROUND ABOUT TWO
 AN2114'FEET.  THE REFERENCE MARKS WERE MOVED TO A NEW LOCATION AND
 AN2114'WERE RE-STAMPED NOS. 3 AND 4.  A NEW DESCRIPTION IS AS
 AN2114'FOLLOWS--THE STATION IS ABOUT 2 MILES SOUTHWEST OF WOODSBOROAT THE
 AN2114'WESTERLY SIDE OF THE U.S. HIGHWAY 77, NEAR A HAY
 AN2114'BARN, AND ON LAND OWNED BY MR. F.B. BOOKE AND SONS.
 AN2114'
 AN2114'TO REACH THE STATION FROM THE RAILROAD STATION IN WOODSBORO,
 AN2114'GO SOUTHWEST ON U.S. HIGHWAY 77 FOR 1.45 MILES TO THE AZIMUTH
 AN2114'MARK ON THE LEFT.  CONTINUE ON HIGHWAY FOR 0.5 MILE TO THE
 AN2114'STATION ON THE RIGHT.
 AN2114'
 AN2114'STATION MARK, A STANDARD DISK STAMPED WOODSBORO 1952, IS SET
 AN2114'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 AN2114'IT IS 82 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 AN2114'77, 49 FEET EAST OF THE NORTHEAST CORNER OF BARN, 17 FEET
 AN2114'SOUTH OF A GATE POST AND 11 FEET WEST OF A 4 IN X 4 IN WOODEN
 AN2114'WITNESS POST.
 AN2114'
 AN2114'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WOODSBORO
 AN2114'NO 3 1952, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AN2114'PROJECTS 4 INCHES.  IT IS 95 FEET NORTHEAST OF THE NORTHEAST
 AN2114'CORNER OF BARN, 70 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 AN2114'HIGHWAY 77, AND 27 FEET NORTH-NORTHEAST OF A FENCE CORNER,
 AN2114'IN THE RIGHT-OF-WAY FENCE.
 AN2114'
 AN2114'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED WOODSBORO NO
 AN2114'4 1952, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AN2114'4 INCHES.  IT IS 70 FEET NORTHWEST OF THE CENTER LINE OF
 AN2114'U.S. HIGHWAY 77, 59 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 AN2114'OF BARN, AND 50 FEET SOUTHWEST OF A FENCE CORNER IN THE
 AN2114'RIGHT-OF-WAY FENCE.
 AN2114'
 AN2114'AZIMUTH MARK, A STANDARD DISK STAMPED WOODSBORO 1952, IS SET
 AN2114'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 6 INCHES.
 AN2114'IT IS 52 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 AN2114'77, 38 FEET NORTHWEST OF THE WESTERN RAIL OF THE RAILROAD,
 AN2114'10 FEET SOUTH OF A TELEPHONE POLE AND 6 FEET SOUTH OF A 4 IN
 AN2114'X 4 IN WOODEN WITNESS POST.
 AN2114'
 AN2114'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 AN2114'
 AN2114'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AN2114
 AN2114                          STATION RECOVERY (1999)
 AN2114
 AN2114'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2112 ***********************************************************************
 AN2112  DESIGNATION -  WOODSBORO FARMERS COOP ELEV
 AN2112  PID         -  AN2112
 AN2112  STATE/COUNTY-  TX/REFUGIO
 AN2112  USGS QUAD   -  WOODSBORO (1978)
 AN2112
 AN2112                         *CURRENT SURVEY CONTROL
 AN2112  ___________________________________________________________________
 AN2112* NAD 83(1993)-  28 14 17.82750(N)    097 19 56.68198(W)     ADJUSTED  
 AN2112* NAVD 88     -                                                        
 AN2112  ___________________________________________________________________
 AN2112  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AN2112  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN2112
 AN2112  HORZ ORDER  -  THIRD
 AN2112
 AN2112.The horizontal coordinates were established by classical geodetic methods
 AN2112.and adjusted by the National Geodetic Survey in February 1996..
 AN2112
 AN2112
 AN2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2112
 AN2112.The geoid height was determined by GEOID03.
 AN2112
 AN2112;                    North         East     Units Scale Factor Converg.
 AN2112;SPC TXSC     - 4,046,049.054   763,666.654   MT  1.00004479   +0 49 01.1
 AN2112;SPC TXSC     -13,274,412.60  2,505,463.01   sFT  1.00004479   +0 49 01.1
 AN2112;SPC TX S     - 5,285,466.841   414,605.532   MT  1.00012760   +0 31 48.3
 AN2112;SPC TX S     -17,340,735.79  1,360,251.65   sFT  1.00012760   +0 31 48.3
 AN2112;UTM  14      - 3,124,725.657   663,612.253   MT  0.99993039   +0 47 21.0
 AN2112
 AN2112                          SUPERSEDED SURVEY CONTROL
 AN2112
 AN2112  NAD 83(1986)-  28 14 17.83574(N)    097 19 56.66333(W) AD(       ) 4
 AN2112  NAD 27      -  28 14 16.80900(N)    097 19 55.69100(W) AD(       ) 3
 AN2112
 AN2112.Superseded values are not recommended for survey control.
 AN2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2112.See file dsdata.txt to determine how the superseded data were derived.
 AN2112
 AN2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6361224726(NAD 83)
 AN2112
 AN2112  HISTORY     - Date     Condition        Report By
 AN2112  HISTORY     - 1953     FIRST OBSERVED   CGS
 AN2112  HISTORY     - 19910408 GOOD             USPSQD
 AN2112  HISTORY     - 19990724 GOOD             USPSQD
 AN2112
 AN2112                          STATION DESCRIPTION
 AN2112
 AN2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2112'THE STATION IS LOCATED AT THE WEST EDGE OF WOODSBORO.
 AN2112'
 AN2112'THE STATION IS A CONCRETE BUILDING 136 FEET HIGH.  THE POINT
 AN2112'LOCATED WAS THE TOP CENTER OF HIGHEST EXTENSION OF THE BUILDING.
 AN2112
 AN2112                          STATION RECOVERY (1991)
 AN2112
 AN2112'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN2112'RECOVERED IN GOOD CONDITION.
 AN2112
 AN2112                          STATION RECOVERY (1999)
 AN2112
 AN2112'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2113 ***********************************************************************
 AN2113  DESIGNATION -  WOODSBORO MUNICIPAL TANK
 AN2113  PID         -  AN2113
 AN2113  STATE/COUNTY-  TX/REFUGIO
 AN2113  USGS QUAD   -  WOODSBORO (1978)
 AN2113
 AN2113                         *CURRENT SURVEY CONTROL
 AN2113  ___________________________________________________________________
 AN2113* NAD 83(1993)-  28 14 18.69011(N)    097 19 42.40556(W)     ADJUSTED  
 AN2113* NAVD 88     -                                                        
 AN2113  ___________________________________________________________________
 AN2113  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AN2113  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN2113
 AN2113  HORZ ORDER  -  THIRD
 AN2113
 AN2113.The horizontal coordinates were established by classical geodetic methods
 AN2113.and adjusted by the National Geodetic Survey in February 1996..
 AN2113
 AN2113
 AN2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2113
 AN2113.The geoid height was determined by GEOID03.
 AN2113
 AN2113;                    North         East     Units Scale Factor Converg.
 AN2113;SPC TXSC     - 4,046,081.163   764,055.462   MT  1.00004471   +0 49 08.1
 AN2113;SPC TXSC     -13,274,517.95  2,506,738.63   sFT  1.00004471   +0 49 08.1
 AN2113;SPC TX S     - 5,285,497.005   414,994.528   MT  1.00012769   +0 31 54.8
 AN2113;SPC TX S     -17,340,834.76  1,361,527.88   sFT  1.00012769   +0 31 54.8
 AN2113;UTM  14      - 3,124,757.574   664,001.032   MT  0.99993196   +0 47 27.8
 AN2113
 AN2113                          SUPERSEDED SURVEY CONTROL
 AN2113
 AN2113  NAD 83(1986)-  28 14 18.69834(N)    097 19 42.38713(W) AD(       ) 4
 AN2113  NAD 27      -  28 14 17.67100(N)    097 19 41.41400(W) AD(       ) 3
 AN2113
 AN2113.Superseded values are not recommended for survey control.
 AN2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2113.See file dsdata.txt to determine how the superseded data were derived.
 AN2113
 AN2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6400124758(NAD 83)
 AN2113_MARKER: 53 = ELEVATED TANK
 AN2113
 AN2113  HISTORY     - Date     Condition        Report By
 AN2113  HISTORY     - 1953     FIRST OBSERVED   CGS
 AN2113  HISTORY     - 19910408 GOOD             USPSQD
 AN2113  HISTORY     - 19990724 GOOD             USPSQD
 AN2113
 AN2113                          STATION DESCRIPTION
 AN2113
 AN2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2113'THE STATION IS LOCATED IN THE CENTRAL PART OF WOODSBORO IN
 AN2113'A LOT IN THE REAR OF THE CITY HALL.
 AN2113'
 AN2113'THE STATION IS A SILVER PAINTED TANK MOUNTED ATOP A FOUR LEGGED
 AN2113'STRUCTURE.  THE STATION IS 131.5 FEET HIGH.
 AN2113
 AN2113                          STATION RECOVERY (1991)
 AN2113
 AN2113'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN2113'RECOVERED IN GOOD CONDITION.
 AN2113
 AN2113                          STATION RECOVERY (1999)
 AN2113
 AN2113'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0851 ***********************************************************************
 DO0851  DESIGNATION -  WOODSON ET
 DO0851  PID         -  DO0851
 DO0851  STATE/COUNTY-  TX/THROCKMORTON
 DO0851  USGS QUAD   -  WOODSON (1981)
 DO0851
 DO0851                         *CURRENT SURVEY CONTROL
 DO0851  ___________________________________________________________________
 DO0851* NAD 83(1993)-  33 00 16.18744(N)    099 03 52.66405(W)     ADJUSTED  
 DO0851* NAVD 88     -       400.5    (meters)    1314.     (feet)  VERTCON   
 DO0851  ___________________________________________________________________
 DO0851  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DO0851  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DO0851
 DO0851  HORZ ORDER  -  THIRD
 DO0851
 DO0851.The horizontal coordinates were established by classical geodetic methods
 DO0851.and adjusted by the National Geodetic Survey in February 1996..
 DO0851
 DO0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0851
 DO0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0851
 DO0851.The geoid height was determined by GEOID03.
 DO0851
 DO0851;                    North         East     Units Scale Factor Converg.
 DO0851;SPC TXNC     - 2,148,493.295   547,243.248   MT  0.99987296   -0 18 28.6
 DO0851;SPC TXNC     - 7,048,848.42  1,795,413.89   sFT  0.99987296   -0 18 28.6
 DO0851;UTM  14      - 3,651,787.282   493,962.943   MT  0.99960045   -0 02 06.7
 DO0851
 DO0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0851!SPC TXNC     -   0.99994172  x   0.99987296  =   0.99981468
 DO0851!UTM  14      -   0.99994172  x   0.99960045  =   0.99954219
 DO0851
 DO0851:                Primary Azimuth Mark                     Grid Az
 DO0851:SPC TXNC     -  TP LUSK                                  093 56 12.9
 DO0851:UTM  14      -  TP LUSK                                  093 39 51.0
 DO0851
 DO0851|---------------------------------------------------------------------|
 DO0851| PID    Reference Object                     Distance      Geod. Az  |
 DO0851|                                                           dddmmss.s |
 DO0851| DO0774 TP LUSK                             APPROX. 6.3 KM 0933744.3 |
 DO0851|---------------------------------------------------------------------|
 DO0851
 DO0851                          SUPERSEDED SURVEY CONTROL
 DO0851
 DO0851  NAD 83(1993)-  33 00 16.19182(N)    099 03 52.65768(W) AD(       ) 3
 DO0851  NAD 83(1986)-  33 00 16.19183(N)    099 03 52.65365(W) AD(       ) 3
 DO0851  NAD 27      -  33 00 15.79383(N)    099 03 51.39412(W) AD(       ) 3
 DO0851  NGVD 29 (07/19/86)  400.4    (m)         1314.     (f) VERT ANG       
 DO0851
 DO0851.Superseded values are not recommended for survey control.
 DO0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0851.See file dsdata.txt to determine how the superseded data were derived.
 DO0851
 DO0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB9396351787(NAD 83)
 DO0851_MARKER: DD = SURVEY DISK
 DO0851_SETTING: 0 = UNSPECIFIED SETTING
 DO0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0851
 DO0851  HISTORY     - Date     Condition        Report By
 DO0851  HISTORY     - 1965     MONUMENTED       USGS
 DO0851
 DO0851                          STATION DESCRIPTION
 DO0851
 DO0851'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0851'WOODSON, 1.0 MI. SW. ALONG FARM ROAD 209 TO TOP OF HILL, APPROXIMATELY
 DO0851'150 FT. N. OF RD., IN NW. CORNER OF CONCRETE FOUNDATION FOR ABANDONED
 DO0851'OIL WELL PUMP.
 DO0851'
 DO0851'STATION MARK--STANDARD TABLET STAMPED ---WOODSON-ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0040 ***********************************************************************
 BL0040  DESIGNATION -  WOODVILLE
 BL0040  PID         -  BL0040
 BL0040  STATE/COUNTY-  TX/TYLER
 BL0040  USGS QUAD   -  WOODVILLE (1984)
 BL0040
 BL0040                         *CURRENT SURVEY CONTROL
 BL0040  ___________________________________________________________________
 BL0040* NAD 83(1993)-  30 46 29.69418(N)    094 23 17.04644(W)     ADJUSTED  
 BL0040* NAVD 88     -       101.15   (+/-2cm)     331.9    (feet)  VERTCON   
 BL0040  ___________________________________________________________________
 BL0040  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BL0040  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BL0040
 BL0040  HORZ ORDER  -  FIRST
 BL0040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0040
 BL0040.The horizontal coordinates were established by classical geodetic methods
 BL0040.and adjusted by the National Geodetic Survey in February 1996..
 BL0040
 BL0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0040.The vertical order pertains to the NGVD 29 superseded value.
 BL0040
 BL0040.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0040
 BL0040.The geoid height was determined by GEOID03.
 BL0040
 BL0040;                    North         East     Units Scale Factor Converg.
 BL0040;SPC TX C     - 3,138,058.019 1,268,793.662   MT  0.99988951   +3 03 43.8
 BL0040;SPC TX C     -10,295,445.35  4,162,700.54   sFT  0.99988951   +3 03 43.8
 BL0040;UTM  15      - 3,405,480.671   367,170.107   MT  0.99981765   -0 42 37.2
 BL0040
 BL0040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0040!SPC TX C     -   0.99998848  x   0.99988951  =   0.99987799
 BL0040!UTM  15      -   0.99998848  x   0.99981765  =   0.99980613
 BL0040
 BL0040|---------------------------------------------------------------------|
 BL0040| PID    Reference Object                     Distance      Geod. Az  |
 BL0040|                                                           dddmmss.s |
 BL0040| BL0041 WOODVILLE RM 1                       49.731 METERS 14031     |
 BL0040| BL2053 WOODVILLE MUNICIPAL TANK            APPROX. 2.7 KM 2725321.7 |
 BL0040| BL0039 WOODVILLE RM 2                      238.205 METERS 29336     |
 BL0040| BL0038 WOODVILLE AZ MK                                    2944512.7 |
 BL0040|---------------------------------------------------------------------|
 BL0040
 BL0040                          SUPERSEDED SURVEY CONTROL
 BL0040
 BL0040  NAD 83(1986)-  30 46 29.70797(N)    094 23 17.03761(W) AD(       ) 1
 BL0040  NAD 27      -  30 46 28.98300(N)    094 23 16.32800(W) AD(       ) 1
 BL0040  NGVD 29 (??/??/92)  101.146  (m)          331.84   (f) ADJ UNCH    2 0
 BL0040
 BL0040.Superseded values are not recommended for survey control.
 BL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0040.See file dsdata.txt to determine how the superseded data were derived.
 BL0040
 BL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6717005481(NAD 83)
 BL0040_MARKER: DS = TRIANGULATION STATION DISK
 BL0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0040_STAMPING: WOODVILLE 1931 330.180
 BL0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0040+STABILITY: SURFACE MOTION
 BL0040
 BL0040  HISTORY     - Date     Condition        Report By
 BL0040  HISTORY     - 1931     MONUMENTED       CGS
 BL0040  HISTORY     - 1934     GOOD             CGS
 BL0040  HISTORY     - 1935     GOOD             CGS
 BL0040  HISTORY     - 1938     GOOD             CGS
 BL0040  HISTORY     - 1949     GOOD             CGS
 BL0040  HISTORY     - 1949     GOOD             NGS
 BL0040  HISTORY     - 1953     GOOD             TXHD
 BL0040  HISTORY     - 1983     GOOD             TXHD
 BL0040
 BL0040                          STATION DESCRIPTION
 BL0040
 BL0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL0040'STATION IS 1.8 MILES E OF WOODVILLE, ON THE WOODVILLE-TOWN BLUFF
 BL0040'ROAD, AT TOP OF FIRST RIDGE E OF TOWN, ON WOODED LAND BELONGING TO
 BL0040'MRS. A. BARCLAY, ABOUT 50 METERS (164 FEET) E OF WATSONS HOUSE, A
 BL0040'WHITE HOUSE ON N SIDE OF ROAD, 15.0 METERS (49 FEET) N OF HIGHWAY,
 BL0040'AND 7.5 METERS (25 FEET) E OF FENCE ALONG E SIDE OF WATSONS
 BL0040'GARDEN.
 BL0040'
 BL0040'SURFACE, UNDERGROND AND REFERNECE MARKS ARE STANDARD DISKS SET IN
 BL0040'CONCRETE.
 BL0040'
 BL0040'REFERENCE MARK NO. 1 IS 7 METERS (23 FEET) S OF HIGHWAY, 3 METERS
 BL0040'(10 FEET) E OF WOOD ROAD LEADING TO SE, AND 49.76 METERS
 BL0040'(163.3 FEET) FROM STATION, S 39 DEG 42 MIN E.
 BL0040'
 BL0040'REFERENCE MARK NO. 2 IS IN FENCE LINE N OF HIGHWAY, ABOUT 25
 BL0040'METERS (82 FEET) SW OF SMALL UNPAINTED HOUSE, AND ABOUT 200
 BL0040'METERS (656 FEET) FROM STATION, N 66 DEG 24 MIN W.
 BL0040
 BL0040                          STATION RECOVERY (1934)
 BL0040
 BL0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ACT)
 BL0040'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 45 FROM WOODVILLE, ABOUT
 BL0040'250 FEET EAST OF A WHITE HOUSE, 60 FEET NORTH OF THE CENTER LINE
 BL0040'OF THE HIGHWAY, 24 FEET NORTH OF AND 24 FEET EAST OF A FENCE
 BL0040'CORNER FORMED BY A 20-INCH OAK TREE.  A STANDARD TRIANGULATION
 BL0040'STATION DISK, STAMPED WOODVILLE AND SET IN THE TOP OF A CONCRETE
 BL0040'POST.  ELEVATION 101.146 METERS (331.843 FEET).
 BL0040'
 BL0040'R.M. NO. 1 IS ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 45 FROM
 BL0040'WOODVILLE, ABOUT 400 FEET EAST OF A WHITE HOUSE ON THE NORTH SIDE
 BL0040'OF THE HIGHWAY, ABOUT 30 FEET SOUTH OF THE CENTER LINE OF THE
 BL0040'HIGHWAY, AND 20 FEET EAST OF THE CENTER LINE OF A LANE LEADING
 BL0040'SOUTH.  A STANDARD REFERENCE MARK DISK, STAMPED WOODVILLE R
 BL0040'1 AND SET IN THE TOP OF A CONCRETE POST.  ELEVATION 100.627
 BL0040'METERS OR 330.140 FEET.
 BL0040
 BL0040                          STATION RECOVERY (1935)
 BL0040
 BL0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL0040'STATION RECOVERED AS DESCRIBED EXCEPT FOR MINOR CHANGES IN THE
 BL0040'REFERENCE MARK DISTANCES.  ALL MARKS FOUND IN GOOD CONDITION,
 BL0040'MINOR CHANGES ARE AS FOLLOWS--
 BL0040'
 BL0040'STATION IS ABOUT 1.65 MILES E OF WOODVILLE.  ON THE WOODVILLE-TOWN
 BL0040'BLUFF ROAD.  SURFACE MARK PROJECTS 4 INCHES.
 BL0040'
 BL0040'REFERENCE MARK NO. 1 IS SE OF THE STATION.  7 METERS (23 FEET)
 BL0040'S OF THE HIGHWAY.  3 METERS (10 FEET) E OF A WOODS ROAD TO
 BL0040'THE SE.  THE MARK PROJECTS 4 INCHES.
 BL0040'
 BL0040'REFERENCE MARK NO. 2 IS W OF THE STATION.  25 METERS (82 FEET)
 BL0040'SE OF A SMALL UNPAINTED HOUSE.  AND NOW IS IN A GARDEN LOT, ABOUT
 BL0040'3 METERS (10 FEET) N OF THE N HIGHWAY FENCE.  IT PROJECTS 4
 BL0040'INCHES.
 BL0040'
 BL0040'ONE ADDITIONAL REFERENCE MARK WAS SET, A STANDARD BRONZE DISK
 BL0040'SET IN CONCRETE.  IT IS W OF THE STATION
 BL0040'IN THE S RIGHT-OF-WAY LINE OF THE HIGHWAY.  ABOUT 90 METERS
 BL0040'(295 FEET) SW OF THE SMALL UNPAINTED HOUSE.  AND PROJECTS 4
 BL0040'INCHES.
 BL0040'
 BL0040'TO REACH FROM THE COURTHOUSE SQUARE IN WOODVILLE, GO E ON THE
 BL0040'TOWN BLUFF ROAD (STATE HIGHWAY 45) 1.65 MILES TO THE TOP OF THE
 BL0040'RIDGE AND THE STATION.
 BL0040'
 BL0040'A LIGHT 126 FEET ABOVE GRAHAM COMES INTO VIEW 90 FEET ABOVE THIS
 BL0040'STATION, LIGHTS 126 FEET ABOVE SPURGER AND 113 FEET ABOVE
 BL0040'HILLISTER AND CAMP COME INTO VIEW 77 FEET ABOVE THIS STATION, AND
 BL0040'A LIGHT 113 FEET ABOVE HORSE COMES INTO VIEW 90 FEET ABOVE THIS
 BL0040'STATION.
 BL0040'
 BL0040'NOTE--THE DISTANCE TO REFERENCE MARK NO. 1 WAS MEASURED TO
 BL0040'HUNDREDTHS.  THE DISTANCE TO REFERENCE MARK NO. 2 WHICH EVIDENTLY
 BL0040'WAS ESTIMATED IN 1931 WAS MEASURED.
 BL0040
 BL0040                          STATION RECOVERY (1938)
 BL0040
 BL0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (JCB)
 BL0040'STATION LOCATED AND FOUND TO BE IN GOOD CONDITION.
 BL0040
 BL0040                          STATION RECOVERY (1949)
 BL0040
 BL0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0040'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 BL0040'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 BL0040'
 BL0040'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BL0040'
 BL0040'THE STATION IS LOCATED ABOUT 1.7 MILES EAST OF WOODVILLE ALONG
 BL0040'THE WOODVILLE-TOWN BLUFF ROAD AT THE TOP OF THE FIRST RIDGE
 BL0040'EAST OF TOWN.  IT IS 164 FEET EAST OF THE SOUTHEAST CORNER OF
 BL0040'A FARM HOUSE, 50 FEET NORTH OF THE CENTER OF THE ROAD, 24 FEET
 BL0040'EAST OF A GARDEN FENCE, 3 FEET EAST OF A WITNESS POST AND IS AT
 BL0040'THE SOUTHWEST CORNER OF A WOODS.  IT IS STAMPED WOODVILLE 1931
 BL0040'330.180 AND PROJECTS 6 INCHES.
 BL0040'
 BL0040'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 24 FEET SOUTH
 BL0040'OF THE CENTER OF THE ROAD AND IS AT THE NORTH EDGE OF A WOODS.
 BL0040'IT IS STAMPED WOODVILLE NO 1 1931 AND PROJECTS 5 INCHES.
 BL0040'
 BL0040'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 30 FEET
 BL0040'NORTH FROM THE CENTER OF THE ROAD AND 72 FEET WEST OF A RAIL
 BL0040'AND WIRE FENCE.  IT IS STAMPED WOODVILLE NO 2 1931 AND PROJECTS
 BL0040'6 INCHES.
 BL0040'
 BL0040'THE AZIMUTH MARK IS LOCATED 0.2 MILE WEST-NORTHWEST FROM THE
 BL0040'STATION, 20 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT SOUTH
 BL0040'OF A WITNESS POST AND IS AT THE NORTH EDGE OF TIMBER LAND.  IT
 BL0040'IS STAMPED WOODVILLE 1935 AND PROJECTS 6 INCHES.
 BL0040'
 BL0040'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WOODVILLE, GO EAST
 BL0040'ON U.S. HIGHWAY 190 FOR 0.5 MILE TO A ROAD ON THE RIGHT, THIS
 BL0040'POINT IS REACHED JUST AFTER CROSSING A BRIDGE, TURN RIGHT
 BL0040'ON THE DIRT ROAD AND GO EAST-SOUTHEASTERLY FOR 1.0 MILE TO THE
 BL0040'AZIMUTH MARK ON THE RIGHT, CONTINUE EASTERLY FOR 0.2 MILE TO
 BL0040'THE STATION ON THE LEFT AS DESCRIBED.
 BL0040'
 BL0040'A 100 FOOT SIGNAL AT CAMP 1935 IS VISIBLE AT 64 FEET.
 BL0040'
 BL0040'A 100 FOOT SIGNAL AT GREGORY 1931 IS VISIBLE AT 90 FEET.
 BL0040
 BL0040                          STATION RECOVERY (1949)
 BL0040
 BL0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BL0040'1.45 MI E FROM WOODVILLE.
 BL0040'0.25 MILE EAST ALONG U. S. HIGHWAY 190 FROM THE TEXAS AND NEW ORLEANS
 BL0040'RAILROAD STATION AT WOODVILLE, THENCE 1.2 MILES EAST ALONG OLD STATE
 BL0040'HIGHWAY 45.  0.1 MILE WEST OF A DIRT ROAD LEADING SOUTH, 238.0 FEET
 BL0040'EAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING NORTH TO A FARM
 BL0040'HOUSE, 48.0 FEET NORTH OF THE CENTER LINE OF OLD STATE HIGHWAY 45,
 BL0040'23.6 FEET EAST OF A FENCE ALONG THE EAST SIDE OF A GARDEN, 2.7 FEET
 BL0040'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BL0040'0.5 FOOT ABOVE THE GROUND.
 BL0040
 BL0040                          STATION RECOVERY (1953)
 BL0040
 BL0040'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1953
 BL0040'LETTER OF MR. J.A. HYDE, SR. PARTY CHIEF, TEXAS HIGHWAY
 BL0040'DEPARTMENT, WOODVILLE, TEXAS DATED DECEMBER 7, 1953--
 BL0040'
 BL0040'STATION AND R.M. NO. 2 WERE FOUND IN PLACE.  R.M. NO. 1 AND THE
 BL0040'AZIMUTH MARK WERE DESTROYED DUE TO ROAD CONSTRUCTION.  TWO NEW
 BL0040'MARKS WERE SET.
 BL0040'
 BL0040'R.M. NO. 4 WAS SET ON LINE OF THE STATION MARK AND R.M. NO. 1.
 BL0040'IT IS 196.30 FEET SE OF THE STATION, 56 FEET S OF F.M. ROAD 1746,
 BL0040'40 FEET IN S RIGHT-OF-WAY LINE.  THE MARK PROJECTS 4 INCHES
 BL0040'AND STAMPED WOODVILLE NO. 4 1931.
 BL0040'
 BL0040'R.M. NO. 5 (AZIMUTH MARK) WAS SET ON LINE OF R.M. NO. 2 AND THE
 BL0040'OLD AZIMUTH MARK.  IT IS 347.45 FEET W OF R.M. NO. 2 IN THE S
 BL0040'RIGHT-OF-WAY LINE OF F.M. ROAD 1746.  THE MARK PROJECTS 4
 BL0040'INCHES AND STAMPED WOODVILLE NO. 5 1931.
 BL0040'
 BL0040'REFERENCE MARK DISKS STAMPED WOODVILLE NO 1 1931 AND WOODVILLE
 BL0040'AZIMUTH 1935 RECEIVED AT THIS OFFICE 11/23/53.
 BL0040
 BL0040                          STATION RECOVERY (1983)
 BL0040
 BL0040'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1983 (CLJ)
 BL0040'WOODVILLE 1931 GOOD CONDITION.
 BL0040'
 BL0040'RM 2 FAIR CONDITION NOW PROJECTS 1 FOOT.  DISTANCE WOODVILLE TO RM 2
 BL0040'NOW IS 782.08 FT.
 BL0040'
 BL0040'RM 4 NOT RECOVERED, LOCATION FALLS IN LOGGING RD.
 BL0040'
 BL0040'RM 5 NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0038 ***********************************************************************
 BL0038  DESIGNATION -  WOODVILLE AZ MK
 BL0038  PID         -  BL0038
 BL0038  STATE/COUNTY-  TX/TYLER
 BL0038  USGS QUAD   -  WOODVILLE (1984)
 BL0038
 BL0038                         *CURRENT SURVEY CONTROL
 BL0038  ___________________________________________________________________
 BL0038* NAD 83(1986)-  30 46 34.     (N)    094 23 27.     (W)     SCALED    
 BL0038* NAVD 88     -        94.53   (+/-2cm)     310.1    (feet)  VERTCON   
 BL0038  ___________________________________________________________________
 BL0038  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BL0038
 BL0038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0038
 BL0038.The horizontal coordinates were scaled from a topographic map and have
 BL0038.an estimated accuracy of +/- 6 seconds.
 BL0038
 BL0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0038.The vertical order pertains to the NGVD 29 superseded value.
 BL0038
 BL0038.The geoid height was determined by GEOID03.
 BL0038
 BL0038;                    North         East    Units  Estimated Accuracy
 BL0038;SPC TX C     - 3,138,180.    1,268,520.      MT  (+/- 180 meters Scaled)
 BL0038
 BL0038                          SUPERSEDED SURVEY CONTROL
 BL0038
 BL0038  NGVD 29 (??/??/92)   94.528  (m)          310.13   (f) ADJ UNCH    2 0
 BL0038
 BL0038.Superseded values are not recommended for survey control.
 BL0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0038.See file dsdata.txt to determine how the superseded data were derived.
 BL0038
 BL0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ669056(NAD 83)
 BL0038_MARKER: DZ = AZIMUTH MARK DISK
 BL0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0038_STAMPING: WOODVILLE 1935 AZIMUTH
 BL0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0038+STABILITY: SURFACE MOTION
 BL0038
 BL0038  HISTORY     - Date     Condition        Report By
 BL0038  HISTORY     - 1935     MONUMENTED       CGS
 BL0038  HISTORY     - 1949     GOOD             NGS
 BL0038
 BL0038                          STATION DESCRIPTION
 BL0038
 BL0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0038'1.25 MI E FROM WOODVILLE.
 BL0038'0.25 MILE EAST ALONG U.S. HIGHWAY 190 FROM THE TEXAS AND NEW ORLEANS
 BL0038'RAILROAD STATION AT WOODVILLE, THENCE 1.0 MILE EAST ALONG OLD STATE
 BL0038'HIGHWAY 45.  175.0 175.0 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 BL0038'AN ABANDONED ROAD LEADING SOUTHEAST, 23.0 FEET SOUTHWEST OF THE CENTER
 BL0038'LINE OF OLD STATE HIGHWAY 45, 23.0 FEET NORTHWEST OF A BLAZED 12 INCH
 BL0038'PINE TREE, 1.2 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 BL0038'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2055 ***********************************************************************
 BL2055  DESIGNATION -  WOODVILLE GULF ST UTIL MW MAST
 BL2055  PID         -  BL2055
 BL2055  STATE/COUNTY-  TX/TYLER
 BL2055  USGS QUAD   -  WOODVILLE (1984)
 BL2055
 BL2055                         *CURRENT SURVEY CONTROL
 BL2055  ___________________________________________________________________
 BL2055* NAD 83(1993)-  30 50 13.62080(N)    094 26 05.93623(W)     ADJUSTED  
 BL2055* NAVD 88     -                                                        
 BL2055  ___________________________________________________________________
 BL2055  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BL2055  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BL2055
 BL2055  HORZ ORDER  -  THIRD
 BL2055
 BL2055.The horizontal coordinates were established by classical geodetic methods
 BL2055.and adjusted by the National Geodetic Survey in February 1996..
 BL2055
 BL2055
 BL2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2055
 BL2055.The geoid height was determined by GEOID03.
 BL2055
 BL2055;                    North         East     Units Scale Factor Converg.
 BL2055;SPC TX C     - 3,144,704.698 1,263,944.121   MT  0.99988583   +3 02 16.8
 BL2055;SPC TX C     -10,317,252.00  4,146,790.00   sFT  0.99988583   +3 02 16.8
 BL2055;UTM  15      - 3,412,431.633   362,768.738   MT  0.99983231   -0 44 08.5
 BL2055
 BL2055                          SUPERSEDED SURVEY CONTROL
 BL2055
 BL2055  NAD 83(1986)-  30 50 13.63465(N)    094 26 05.92734(W) AD(       ) 4
 BL2055  NAD 27      -  30 50 12.92380(N)    094 26 05.21063(W) AD(       ) 3
 BL2055
 BL2055.Superseded values are not recommended for survey control.
 BL2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2055.See file dsdata.txt to determine how the superseded data were derived.
 BL2055
 BL2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6276912432(NAD 83)
 BL2055_MARKER: 44 = MICROWAVE MAST
 BL2055
 BL2055  HISTORY     - Date     Condition        Report By
 BL2055  HISTORY     - 1966     FIRST OBSERVED   CGS
 BL2055
 BL2055                          STATION DESCRIPTION
 BL2055
 BL2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2055'THE RED LIGHT ON TOP OF THE GULF STATES UTILITIES COMPANY
 BL2055'MICROWAVE MAST.  IT IS LOCATED ABOUT 4-1/2 MILES NORTH OF
 BL2055'WOODVILLE.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS
 BL2055'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND IS
 BL2055'ABOUT 330 FEET TALL.  IT HAS 2 RECTANGULAR SHAPED SCREENS ON
 BL2055'THE SOUTH AND WEST SIDES OF THE MAST AND NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2045 ***********************************************************************
 BL2045  DESIGNATION -  WOODVILLE LOOKOUT
 BL2045  PID         -  BL2045
 BL2045  STATE/COUNTY-  TX/TYLER
 BL2045  USGS QUAD   -  HILLISTER (1984)
 BL2045
 BL2045                         *CURRENT SURVEY CONTROL
 BL2045  ___________________________________________________________________
 BL2045* NAD 83(1993)-  30 44 14.91357(N)    094 25 57.41048(W)     ADJUSTED  
 BL2045* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 BL2045  ___________________________________________________________________
 BL2045  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BL2045  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL2045
 BL2045  HORZ ORDER  -  SECOND
 BL2045
 BL2045.The horizontal coordinates were established by classical geodetic methods
 BL2045.and adjusted by the National Geodetic Survey in February 1996..
 BL2045
 BL2045.The orthometric height was scaled from a topographic map.
 BL2045
 BL2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2045
 BL2045.The geoid height was determined by GEOID03.
 BL2045
 BL2045;                    North         East     Units Scale Factor Converg.
 BL2045;SPC TX C     - 3,133,686.702 1,264,755.968   MT  0.99989229   +3 02 21.2
 BL2045;SPC TX C     -10,281,103.79  4,149,453.54   sFT  0.99989229   +3 02 21.2
 BL2045;UTM  15      - 3,401,384.721   362,853.870   MT  0.99983203   -0 43 56.4
 BL2045
 BL2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2045!SPC TX C     -   0.99998739  x   0.99989229  =   0.99987969
 BL2045!UTM  15      -   0.99998739  x   0.99983203  =   0.99981943
 BL2045
 BL2045                          SUPERSEDED SURVEY CONTROL
 BL2045
 BL2045  NAD 83(1986)-  30 44 14.92772(N)    094 25 57.40094(W) AD(       ) 2
 BL2045  NAD 27      -  30 44 14.20200(N)    094 25 56.68800(W) AD(       ) 2
 BL2045
 BL2045.Superseded values are not recommended for survey control.
 BL2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2045.See file dsdata.txt to determine how the superseded data were derived.
 BL2045
 BL2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6285401385(NAD 83)
 BL2045_MARKER: DS = TRIANGULATION STATION DISK
 BL2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2045
 BL2045  HISTORY     - Date     Condition        Report By
 BL2045  HISTORY     - 1935     MONUMENTED       CGS
 BL2045  HISTORY     - 1944     GOOD             BGCO
 BL2045  HISTORY     - 1949     GOOD             CGS
 BL2045
 BL2045                          STATION DESCRIPTION
 BL2045
 BL2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2045'THIS INTERSECTION STATION IS LOCATED ABOUT 2.9 MILES S OF
 BL2045'WOODVILLE ON THE W SIDE OF STATE HIGHWAY 40, JUST S OF DIRT
 BL2045'ROAD FORK.  IT IS ABOUT 30 YARDS W OF STATE HIGHWAY 40 AND ABOUT
 BL2045'30 YARDS SE OF THE DIRT ROAD.  THE STATION MARK IS CENTERED UNDER
 BL2045'THE BOLT IN THE APEX OF THE LOOKOUT HOUSE.  THE DISTANCES TO
 BL2045'THE INSIDE CORNERS OF THE CONCRETE FOOTINGS ARE AS FOLLOWS--TO
 BL2045'THE SE FOOTING, 14.24 FEET.  TO THE SW FOOTING, 14.18 FEET.  TO
 BL2045'THE NW FOOTING, 14.25 FEET.  TO THE NE FOOTING, 14.39 FEET.
 BL2045'THE MARK PROJECTS 3 INCHES.
 BL2045'
 BL2045'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 BL2045'DISKS SET IN CONCRETE.
 BL2045'
 BL2045'AZIMUTH MARK IS 54 FEET SW OF THE CENTER LINE OF STATE HIGHWAY 40,
 BL2045'1 FOOT NE OF FENCE, AND 7.1 FEET NW OF CONCRETE RIGHT-OF-WAY
 BL2045'MARKER.  THE MARK PROJECTS 4 INCHES.
 BL2045
 BL2045                          STATION RECOVERY (1944)
 BL2045
 BL2045'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 BL2045'STATION RECOVERED.
 BL2045
 BL2045                          STATION RECOVERY (1949)
 BL2045
 BL2045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2045'THE AZIMUTH MARK WAS RECOVERED AND IS IN GOOD CONDITION.
 BL2045'
 BL2045'STATE HIGHWAY NO. 40 IS NOW U.S. HIGHWAY 69.  THE TEXAS FOREST
 BL2045'SERVICE NOW HAS A 10 FOOT SQUARE FRAME BUILDING ERECTED OVER
 BL2045'THE STATION MARK AND UNDER THE TOWER.
 BL2045'
 BL2045'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BL2045'
 BL2045'THE STATION IS LOCATED 2.5 MILES SOUTH OF THE TRAFFIC LIGHT IN
 BL2045'WOODVILLE, 145 FEET WEST OF THE CENTER OF U.S. HIGHWAY 69 AND
 BL2045'IS CENTERED UNDER THE WOODVILLE LOOKOUT TOWER.  THIS TOWER HAS
 BL2045'THE TEXAS FOREST RADIO MAST (K.S.G.S.) MOUNTED ON ITS TOP.  THE
 BL2045'TOWER WAS LOCATED BY INTERSECTION.
 BL2045'
 BL2045'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTHEAST FROM THE STATION,
 BL2045'54 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 69, AND 7.1
 BL2045'FEET NORTHWEST OF A CONCRETE HIGHWAY MARKER.  IT IS STAMPED
 BL2045'WOODVILLE LOOKOUT AZIMUTH 1935 AND PROJECTS 2 INCHES.
 BL2045'
 BL2045'WOODVILLE LOOKOUT TOWER NO. 22 IS LOCATED 2-1/2 MILES S OF
 BL2045'WOODVILLE AND 145 FEET W OF THE CENTER OF U.S. HIGHWAY 69.  IT IS
 BL2045'A FOUR LEGGED STEEL STRUCTURE SUPPORTING A HOUSE AT THE TOP.
 BL2045'ITS HEIGHT IS 110 FEET.  THE TEXAS FOREST SERVICE RADIO MAST
 BL2045'(KSGS) IS MOUNTED ON TOP OF THE HOUSE.  THE OVERALL HEIGHT IS
 BL2045'160 FEET.  THE POINT OBSERVED UPON WAS THE TIP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2053 ***********************************************************************
 BL2053  DESIGNATION -  WOODVILLE MUNICIPAL TANK
 BL2053  PID         -  BL2053
 BL2053  STATE/COUNTY-  TX/TYLER
 BL2053  USGS QUAD   -  WOODVILLE (1984)
 BL2053
 BL2053                         *CURRENT SURVEY CONTROL
 BL2053  ___________________________________________________________________
 BL2053* NAD 83(1993)-  30 46 34.15104(N)    094 24 59.57378(W)     ADJUSTED  
 BL2053* NAVD 88     -                                                        
 BL2053  ___________________________________________________________________
 BL2053  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BL2053  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL2053
 BL2053  HORZ ORDER  -  THIRD
 BL2053
 BL2053.The horizontal coordinates were established by classical geodetic methods
 BL2053.and adjusted by the National Geodetic Survey in February 1996..
 BL2053
 BL2053
 BL2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2053
 BL2053.The geoid height was determined by GEOID03.
 BL2053
 BL2053;                    North         East     Units Scale Factor Converg.
 BL2053;SPC TX C     - 3,138,049.790 1,266,064.230   MT  0.99988943   +3 02 51.0
 BL2053;SPC TX C     -10,295,418.35  4,153,745.73   sFT  0.99988943   +3 02 51.0
 BL2053;UTM  15      - 3,405,652.030   364,446.230   MT  0.99982667   -0 43 29.8
 BL2053
 BL2053                          SUPERSEDED SURVEY CONTROL
 BL2053
 BL2053  NAD 83(1986)-  30 46 34.16477(N)    094 24 59.56446(W) AD(       ) 4
 BL2053  NAD 27      -  30 46 33.44100(N)    094 24 58.85100(W) AD(       ) 3
 BL2053
 BL2053.Superseded values are not recommended for survey control.
 BL2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2053.See file dsdata.txt to determine how the superseded data were derived.
 BL2053
 BL2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6444605652(NAD 83)
 BL2053_MARKER: 53 = ELEVATED TANK
 BL2053
 BL2053  HISTORY     - Date     Condition        Report By
 BL2053  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2053  HISTORY     - 1949     GOOD             CGS
 BL2053  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 BL2053
 BL2053                          STATION DESCRIPTION
 BL2053
 BL2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2053'THIS INTERSECTION STATION IS THE MUNICIPAL TANK IN THE TOWN
 BL2053'OF WOODVILLE, TEXAS.  IT IS LOCATED IN LOT 1, BLOCK 20,
 BL2053'ABOUT 50 FEET NW OF THE NW CORNER OF THE FIRST BAPTIST CHURCH,
 BL2053'ABOUT 70 FEET S OF THE CENTER LINE OF POVERTY STREET, ABOUT
 BL2053'110 FEET W OF THE CENTER LINE OF CHARLTON STREET, ABOUT
 BL2053'220 FEET N OF THE CENTER LINE OF MAIN STREET, AND ABOUT
 BL2053'0.25 MILE N OF THE TYLER COUNTY COURTHOUSE.  IT WAS ERECTED
 BL2053'IN 1933 AND IS NOT ESPECIALLY PROMINENT ON ACCOUNT OF THE
 BL2053'HIGH TREES IN THAT SECTION.
 BL2053'
 BL2053'THE TANK HAS 4 BLACK TRUSSWORK LEGS ABOUT 120 FEET HIGH.
 BL2053'THE SILVER OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.
 BL2053'THE VERTICAL SECTION IS SILVER IN COLOR, ABOUT 30 FEET HIGH
 BL2053'AND HAS A BLACK CATWALK AND RAIL AROUND ITS BASE.  THE SILVER
 BL2053'CONICAL ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS
 BL2053'ABOUT 145 FEET.
 BL2053
 BL2053                          STATION RECOVERY (1949)
 BL2053
 BL2053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2053'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF WOODVILLE,
 BL2053'0.1 MILE WEST OF U.S. HIGHWAY 69.  THE TANK IS SUPPORTED BY A
 BL2053'FOUR LEGGED STEEL STRUCTURE AND ITS OVERALL HEIGHT IS ABOUT
 BL2053'125 FEET.  IT IS PAINTED SILVER IN COLOR WITH BLACK LETTERS,
 BL2053'WOODVILLE, TEXAS PAINTED ON THE NORTH AND SOUTH SIDE OF THE
 BL2053'TANK.  A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 BL2053'
 BL2053'NOTE--PROBABLY THE SAME STATION AS LOCATED BY C.A.S. IN 1935.
 BL2053
 BL2053                          STATION RECOVERY (2004)
 BL2053
 BL2053'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BL2053'MARK NOT FOUND.  THE WATER TOWER HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0039 ***********************************************************************
 BL0039  DESIGNATION -  WOODVILLE RM 2
 BL0039  PID         -  BL0039
 BL0039  STATE/COUNTY-  TX/TYLER
 BL0039  USGS QUAD   -  WOODVILLE (1984)
 BL0039
 BL0039                         *CURRENT SURVEY CONTROL
 BL0039  ___________________________________________________________________
 BL0039* NAD 83(1986)-  30 46 29.     (N)    094 23 18.     (W)     SCALED    
 BL0039* NAVD 88     -        97.62   (+/-2cm)     320.3    (feet)  VERTCON   
 BL0039  ___________________________________________________________________
 BL0039  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BL0039
 BL0039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0039
 BL0039.The horizontal coordinates were scaled from a topographic map and have
 BL0039.an estimated accuracy of +/- 6 seconds.
 BL0039
 BL0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0039.The vertical order pertains to the NGVD 29 superseded value.
 BL0039
 BL0039.The geoid height was determined by GEOID03.
 BL0039
 BL0039;                    North         East    Units  Estimated Accuracy
 BL0039;SPC TX C     - 3,138,040.    1,268,770.      MT  (+/- 180 meters Scaled)
 BL0039
 BL0039                          SUPERSEDED SURVEY CONTROL
 BL0039
 BL0039  NGVD 29 (??/??/92)   97.618  (m)          320.27   (f) ADJ UNCH    2 0
 BL0039
 BL0039.Superseded values are not recommended for survey control.
 BL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0039.See file dsdata.txt to determine how the superseded data were derived.
 BL0039
 BL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ671054(NAD 83)
 BL0039_MARKER: DR = REFERENCE MARK DISK
 BL0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0039_STAMPING: WOODVILLE NO.2 1931
 BL0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0039+STABILITY: SURFACE MOTION
 BL0039
 BL0039  HISTORY     - Date     Condition        Report By
 BL0039  HISTORY     - 1931     MONUMENTED       CGS
 BL0039  HISTORY     - 1949     GOOD             NGS
 BL0039
 BL0039                          STATION DESCRIPTION
 BL0039
 BL0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0039'1.3 MI E FROM WOODVILLE.
 BL0039'0.25 MILE EAST ALONG U. S. HIGHWAY 190 FROM THE TEXAS AND NEW ORLEANS
 BL0039'RAILROAD STATION AT WOODVILLE, THENCE 1.05 MILES EAST ALONG OLD STATE
 BL0039'HIGHWAY 45.  89.0 FEET EAST OF THE CENTER LINE OF AN ABANDONED ROAD
 BL0039'LEADING EAST, 34.5 FEET EAST OF THE EAST END OF A WIRE GATE, 33.0 FEET
 BL0039'NORTH OF THE CENTER LINE OF OLD STATE HIGHWAY 45, 11.0 FEET NORTH OF A
 BL0039'FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BL0039'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0825 ***********************************************************************
 EN0825  DESIGNATION -  WOODY
 EN0825  PID         -  EN0825
 EN0825  STATE/COUNTY-  TX/FLOYD
 EN0825  USGS QUAD   -  DICK MOORE CANYON (1967)
 EN0825
 EN0825                         *CURRENT SURVEY CONTROL
 EN0825  ___________________________________________________________________
 EN0825* NAD 83(1993)-  34 04 34.85518(N)    101 04 48.49108(W)     ADJUSTED  
 EN0825* NAVD 88     -       948.     (meters)    3110.     (feet)  SCALED    
 EN0825  ___________________________________________________________________
 EN0825  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 EN0825  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EN0825
 EN0825  HORZ ORDER  -  FIRST
 EN0825
 EN0825.The horizontal coordinates were established by classical geodetic methods
 EN0825.and adjusted by the National Geodetic Survey in February 1996..
 EN0825
 EN0825.The orthometric height was scaled from a topographic map.
 EN0825
 EN0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0825
 EN0825.The geoid height was determined by GEOID03.
 EN0825
 EN0825;                    North         East     Units Scale Factor Converg.
 EN0825;SPC TXNC     - 2,270,150.439   361,864.335   MT  1.00003244   -1 24 25.9
 EN0825;SPC TXNC     - 7,447,985.23  1,187,216.57   sFT  1.00003244   -1 24 25.9
 EN0825;UTM  14      - 3,772,574.125   308,060.124   MT  1.00005416   -1 09 57.1
 EN0825
 EN0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0825!SPC TXNC     -   0.99985543  x   1.00003244  =   0.99988787
 EN0825!UTM  14      -   0.99985543  x   1.00005416  =   0.99990959
 EN0825
 EN0825:                Primary Azimuth Mark                     Grid Az
 EN0825:SPC TXNC     -  F                                        070 58 41.6
 EN0825:UTM  14      -  F                                        070 44 12.8
 EN0825
 EN0825|---------------------------------------------------------------------|
 EN0825| PID    Reference Object                     Distance      Geod. Az  |
 EN0825|                                                           dddmmss.s |
 EN0825| CJ6316 F                                                  0693415.7 |
 EN0825| CJ9338 WOODY RM 1                           23.758 METERS 15152     |
 EN0825| CJ9339 WOODY RM 2                           20.476 METERS 24205     |
 EN0825|---------------------------------------------------------------------|
 EN0825
 EN0825                          SUPERSEDED SURVEY CONTROL
 EN0825
 EN0825  NAD 83(1993)-  34 04 34.85751(N)    101 04 48.48892(W) AD(       ) 1
 EN0825  NAD 83(1986)-  34 04 34.86078(N)    101 04 48.48497(W) AD(       ) 1
 EN0825  NAD 27      -  34 04 34.59084(N)    101 04 46.95916(W) AD(       ) 1
 EN0825
 EN0825.Superseded values are not recommended for survey control.
 EN0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0825.See file dsdata.txt to determine how the superseded data were derived.
 EN0825
 EN0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC0806072574(NAD 83)
 EN0825_MARKER: DS = TRIANGULATION STATION DISK
 EN0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0825
 EN0825  HISTORY     - Date     Condition        Report By
 EN0825  HISTORY     - 1964     MONUMENTED       CGS
 EN0825
 EN0825                          STATION DESCRIPTION
 EN0825
 EN0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0825'THE STATION IS ABOUT 16 MILES EAST-NORTHEAST OF FLOYDADA, 15 MILES
 EN0825'WEST-NORTHWEST OF MATADOR, ON THE HIGHEST POINT OF A LOW, BRUSH
 EN0825'COVERED KNOLL AND ON LAND OWNED BY A. T. SWEPSTON.
 EN0825'
 EN0825'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 62 AND 70
 EN0825'IN FLOYDADA, GO EAST ON HIGHWAYS 62 AND 70 FOR 14.5 MILES TO FARM
 EN0825'ROAD 28 ON THE LEFT.  TURN LEFT AND GO NORTH ON FARM ROAD 28 FOR
 EN0825'5.4 MILES TO THE END OF THE PAVEMENT AND A SIDE ROAD ON THE LEFT.
 EN0825'TURN LEFT AND GO WEST ON A GRADED ROAD FOR 1.05 MILES TO A FIELD
 EN0825'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE FIELD ROAD FOR
 EN0825'1.05 MILES TO A GATE IN A NORTH-SOUTH FENCE.  TURN RIGHT, PASS
 EN0825'THROUGH THE GATE AND FOLLOW A TRACK ROAD NORTHEAST FOR 0.7 MILE TO A
 EN0825'METAL BUILDING ON THE RIGHT.  TURN RIGHT JUST BEYOND THE
 EN0825'BUILDING AND FOLLOW A DIM TRACK ROAD EAST AND SOUTHEAST FOR
 EN0825'0.8 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 EN0825'EAST-SOUTHEAST TO THE HIGHEST POINT AND THE STATION.
 EN0825'
 EN0825'THE STATION MARK IS A STANDARD DISK, STAMPED WOODY 1964, SET IN THE
 EN0825'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 EN0825'4.3 FEET SOUTH OF A WITNESS POST.
 EN0825'
 EN0825'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WOODY NO 1 1964, SET IN
 EN0825'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 EN0825'IS 80.9 FEET SOUTHEAST OF THE WITNESS POST AND AT ABOUT THE SAME
 EN0825'ELEVATION AS THE STATION.
 EN0825'
 EN0825'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WOODY NO 2 1964, SET IN
 EN0825'THE TOP OF 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 EN0825'70.5 FEET WEST OF THE WITNESS POST AND 1 FOOT LOWER IN ELEVATION
 EN0825'THAN THE STATION.
 EN0825'
 EN0825'THE UNITED STATES ENGINEERS MARK IS A BRONZE DISK, STAMPED F, SET
 EN0825'IN THE TOP OF A CONCRETE POST 8 INCHES IN DIAMETER AND PROJECTING 4
 EN0825'INCHES.  IT IS ABOUT 75 FEET EAST OF THE HIGHEST POINT OF A BRUSH
 EN0825'COVERED KNOLL AND 2.4 FEET SOUTH OF A WITNESS POST.
 EN0825'
 EN0825'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1961 ***********************************************************************
 FL1961  DESIGNATION -  WOOF
 FL1961  PID         -  FL1961
 FL1961  STATE/COUNTY-  TX/WHEELER
 FL1961  USGS QUAD   -  RAMSDELL (1963)
 FL1961
 FL1961                         *CURRENT SURVEY CONTROL
 FL1961  ___________________________________________________________________
 FL1961* NAD 83(1993)-  35 13 35.26260(N)    100 24 13.11218(W)     ADJUSTED  
 FL1961* NAVD 88     -       787.     (meters)    2582.     (feet)  SCALED    
 FL1961  ___________________________________________________________________
 FL1961  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FL1961  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL1961
 FL1961  HORZ ORDER  -  THIRD
 FL1961
 FL1961.The horizontal coordinates were established by classical geodetic methods
 FL1961.and adjusted by the National Geodetic Survey in February 1996..
 FL1961
 FL1961.The orthometric height was scaled from a topographic map.
 FL1961
 FL1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1961
 FL1961.The geoid height was determined by GEOID03.
 FL1961
 FL1961;                    North         East     Units Scale Factor Converg.
 FL1961;SPC TX N     - 1,136,612.839   299,797.577   MT  0.99991643   +0 38 07.4
 FL1961;SPC TX N     - 3,729,037.29    983,585.88   sFT  0.99991643   +0 38 07.4
 FL1961;UTM  14      - 3,899,059.896   372,264.898   MT  0.99980108   -0 48 35.1
 FL1961
 FL1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1961!SPC TX N     -   0.99988054  x   0.99991643  =   0.99979698
 FL1961!UTM  14      -   0.99988054  x   0.99980108  =   0.99968164
 FL1961
 FL1961|---------------------------------------------------------------------|
 FL1961| PID    Reference Object                     Distance      Geod. Az  |
 FL1961|                                                           dddmmss.s |
 FL1961| CL3659 WOOF RM 1                            10.330 METERS 09350     |
 FL1961| CL3660 WOOF RM 2                             7.195 METERS 26349     |
 FL1961| CL3658 WOOF AZ MK                                         2695621.7 |
 FL1961| FL1968 LINKEY                              APPROX. 8.1 KM 3353816.1 |
 FL1961|---------------------------------------------------------------------|
 FL1961
 FL1961                          SUPERSEDED SURVEY CONTROL
 FL1961
 FL1961  NAD 83(1993)-  35 13 35.26348(N)    100 24 13.11178(W) AD(       ) 3
 FL1961  NAD 83(1986)-  35 13 35.26678(N)    100 24 13.10305(W) AD(       ) 3
 FL1961  NAD 27      -  35 13 35.09000(N)    100 24 11.65400(W) AD(       ) 3
 FL1961
 FL1961.Superseded values are not recommended for survey control.
 FL1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1961.See file dsdata.txt to determine how the superseded data were derived.
 FL1961
 FL1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7226599060(NAD 83)
 FL1961_MARKER: DS = TRIANGULATION STATION DISK
 FL1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1961
 FL1961  HISTORY     - Date     Condition        Report By
 FL1961  HISTORY     - 1951     MONUMENTED       CGS
 FL1961  HISTORY     - 1965     GOOD             CGS
 FL1961  HISTORY     - 1970     GOOD             USAF
 FL1961
 FL1961                          STATION DESCRIPTION
 FL1961
 FL1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1961'THE STATION IS ABOUT 9 MILES AIR LINE WEST OF SHAMROCK, 3.4
 FL1961'MILES AIR LINE WEST OF LELA.  ON THE SOUTH RIGHT-OF-WAY OF
 FL1961'U.S. HIGHWAY 66.  ON A BANK 6 FEET HIGHER THAN HIGHWAY.  55 FEET
 FL1961'SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF DIVIDED PAVEMENT.
 FL1961'7 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.  AND 4 FEET NORTH
 FL1961'OF A FENCE LINE.  THE STATION MARK, A BRONZE DISK STAMPED WOOF
 FL1961'1951, IS SET IN A CONCRETE POST WHICH PROJECTS 6 INCHES.
 FL1961'
 FL1961'REFERENCE MARK NO. 1, A BRONZE DISK STAMPED, WOOF NO 1 1951, IS
 FL1961'SET IN A CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS LOCATED
 FL1961'58 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF DIVIDED
 FL1961'PAVEMENT, AND 1 FOOT NORTH OF FENCE LINE.
 FL1961'
 FL1961'REFERENCE MARK NO. 2, A BRONZE DISK STAMPED, WOOF NO 2 1951,
 FL1961'IS SET IN A CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS LOCATED
 FL1961'58 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE, AND 1
 FL1961'FOOT NORTH OF A FENCE LINE.
 FL1961'
 FL1961'THE AZIMUTH MARK, A BRONZE DISK STAMPED, WOOF 1951, IS SET
 FL1961'IN A CONCRETE POST WHICH PROJECTS 6 INCHES.  LOCATED 0.45 MILE
 FL1961'AIR LINE WEST OF THE STATION.  ON THE SOUTH RIGHT-OF-WAY OF U.S.
 FL1961'HIGHWAY 66.  58 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 FL1961'LANE OF DIVIDED PAVEMENT.  2 FEET EAST OF A WHITE WITNESS POST.
 FL1961'AND 1 FOOT NORTH OF A FENCE LINE.
 FL1961'
 FL1961'TO REACH FROM THE POST OFFICE IN LELA, GO WEST ON U.S. HIGHWAY
 FL1961'66 FOR 3.4 MILES TO STATION SITE ON LEFT, SOUTH.
 FL1961
 FL1961                          STATION RECOVERY (1965)
 FL1961
 FL1961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 FL1961'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1961'IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 FL1961'THE AZIMUTH MARK WAS FOUND TO HAVE BEEN HIT BY MACHINERY
 FL1961'AND WAS LAYING ON TOP OF THE GROUND.  NO OBJECTS WERE VISIBLE
 FL1961'FROM THE GROUND TO TURN DIRECTIONS TO RESET AN AZIMUTH MARK.
 FL1961'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL1961
 FL1961                          STATION RECOVERY (1970)
 FL1961
 FL1961'RECOVERY NOTE BY US AIR FORCE 1970
 FL1961'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 FL1961'1951 ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0728 ***********************************************************************
 DQ0728  DESIGNATION -  WOOLDRIDGE
 DQ0728  PID         -  DQ0728
 DQ0728  STATE/COUNTY-  TX/TERRY
 DQ0728  USGS QUAD   -  SUNDOWN SE (1969)
 DQ0728
 DQ0728                         *CURRENT SURVEY CONTROL
 DQ0728  ___________________________________________________________________
 DQ0728* NAD 83(1993)-  33 18 27.70586(N)    102 15 24.07775(W)     ADJUSTED  
 DQ0728* NAVD 88     -      1027.9    (meters)    3372.     (feet)  VERTCON   
 DQ0728  ___________________________________________________________________
 DQ0728  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 DQ0728  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 DQ0728
 DQ0728  HORZ ORDER  -  FIRST
 DQ0728
 DQ0728.The horizontal coordinates were established by classical geodetic methods
 DQ0728.and adjusted by the National Geodetic Survey in February 1996..
 DQ0728
 DQ0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0728
 DQ0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0728
 DQ0728.The geoid height was determined by GEOID03.
 DQ0728
 DQ0728;                    North         East     Units Scale Factor Converg.
 DQ0728;SPC TXNC     - 2,188,228.229   250,264.702   MT  0.99988257   -2 02 56.0
 DQ0728;SPC TXNC     - 7,179,212.11    821,076.78   sFT  0.99988257   -2 02 56.0
 DQ0728;UTM  13      - 3,688,758.299   755,414.564   MT  1.00040439   +1 30 26.2
 DQ0728
 DQ0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0728!SPC TXNC     -   0.99984238  x   0.99988257  =   0.99972497
 DQ0728!UTM  13      -   0.99984238  x   1.00040439  =   1.00024671
 DQ0728
 DQ0728:                Primary Azimuth Mark                     Grid Az
 DQ0728:SPC TXNC     -  MEADOW WATER TANK                        055 55 20.8
 DQ0728:UTM  13      -  MEADOW WATER TANK                        052 21 58.6
 DQ0728
 DQ0728|---------------------------------------------------------------------|
 DQ0728| PID    Reference Object                     Distance      Geod. Az  |
 DQ0728|                                                           dddmmss.s |
 DQ0728| DQ0705 MEADOW WATER TANK                   APPROX. 5.6 KM 0535224.8 |
 DQ0728| CJ9341 WOOLDRIDGE RM 1                      48.728 METERS 16655     |
 DQ0728| DQ0717 BROWNFIELD MUNICIPAL TANK           APPROX.14.4 KM 1894853.2 |
 DQ0728| CJ9342 WOOLDRIDGE RM 2                      64.374 METERS 23547     |
 DQ0728| DQ0731 JOHNSON MICROWAVE TOWER             APPROX.15.3 KM 2532301.9 |
 DQ0728| DQ0729 NEEDMORE MICROWAVE TOWER            APPROX. 6.7 KM 2665743.3 |
 DQ0728| CJ9340 WOOLDRIDGE AZ MK                                   3552731.1 |
 DQ0728|---------------------------------------------------------------------|
 DQ0728
 DQ0728                          SUPERSEDED SURVEY CONTROL
 DQ0728
 DQ0728  NAD 83(1986)-  33 18 27.71358(N)    102 15 24.07095(W) AD(       ) 1
 DQ0728  NAD 27      -  33 18 27.38200(N)    102 15 22.42200(W) AD(       ) 1
 DQ0728  NGVD 29 (07/19/86) 1027.5    (m)         3371.     (f) VERT ANG       
 DQ0728
 DQ0728.Superseded values are not recommended for survey control.
 DQ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0728.See file dsdata.txt to determine how the superseded data were derived.
 DQ0728
 DQ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5541588758(NAD 83)
 DQ0728_MARKER: DS = TRIANGULATION STATION DISK
 DQ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0728
 DQ0728  HISTORY     - Date     Condition        Report By
 DQ0728  HISTORY     - 1935     MONUMENTED       CGS
 DQ0728  HISTORY     - 1938     GOOD             TXHD
 DQ0728  HISTORY     - 1939     GOOD             CGS
 DQ0728  HISTORY     - 1957     GOOD             USE
 DQ0728  HISTORY     - 1968     GOOD             USGS
 DQ0728
 DQ0728                          STATION DESCRIPTION
 DQ0728
 DQ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0728'STATION IS 4 MILES, AIRLINE, SOUTHWEST OF MEADOW, TEXAS, IN SEC.
 DQ0728'32, BLOCK 4 X.  IT IS LOCATED ON THE HIGHEST GROUND IN THE CLOSE
 DQ0728'VICINITY, ON LAND OWNED BY MR. M.H. WOOLDRIDGE OF OKLAHOMA AND
 DQ0728'LEASED BY C.W. DUFFEY, IS 25 YARDS NORTHWEST OF TENANT DWELLING
 DQ0728'HOUSE, AND MARK PROJECTS 4 INCHES.
 DQ0728'
 DQ0728'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 2 FEET NORTH OF
 DQ0728'EAST-WEST FENCE AND PROJECTS 6 INCHES.
 DQ0728'
 DQ0728'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 1 FOOT EAST OF
 DQ0728'NORTH-SOUTH FENCE, AND PROJECTS 6 INCHES.
 DQ0728'
 DQ0728'AZIMUTH MARK IS NORTH OF STATION, 1 FOOT EAST OF NORTH-SOUTH
 DQ0728'FENCE, 1 FOOT SOUTH OF EAST-WEST FENCE, 2 FEET SOUTHEAST OF FENCE
 DQ0728'CORNER, 15 FEET SOUTH OF THE CENTER LINE OF EAST-WEST ROAD, AND
 DQ0728'PROJECTS 6 INCHES.
 DQ0728'
 DQ0728'STATION IS REACHED FROM THE MAIN CORNER OF MEADOW, TEXAS, BY
 DQ0728'DRIVING SOUTHWESTERLY ALONG THE NORTHEAST SIDE OF THE RAILROAD
 DQ0728'TRACKS FOR 0.9 MILE TO A CROSSROADS.  TURN RIGHT OR DUE WEST AND
 DQ0728'GO 2.8 MILES TO A T-INTERSECTION OF ROADS.  TURN LEFT OR SOUTH
 DQ0728'AND GO 1.0 MILE TO ANOTHER T-INTERSECTION AND DWELLING OF MR.
 DQ0728'DUFFEY.  PASS BETWEEN MR. DUFFEYS DWELLING HOUSE AND WINDMILL
 DQ0728'AND TURN SOUTH ALONG EAST SIDE OF FENCE 0.3 MILE TO TENANT
 DQ0728'HOUSE AND STATION.
 DQ0728'
 DQ0728'A 50-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 DQ0728'
 DQ0728'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0728'BRONZE DISKS SET IN CONCRETE.
 DQ0728
 DQ0728                          STATION RECOVERY (1938)
 DQ0728
 DQ0728'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0728'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING STATION IS SATISFACTORY.
 DQ0728'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DQ0728'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DQ0728
 DQ0728                          STATION RECOVERY (1939)
 DQ0728
 DQ0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (LHM)
 DQ0728'DESCRIPTION TO REACH STATION SHOULD READ FROM MAIN CORNER OF MEADOW,
 DQ0728'TEXAS, BY DRIVING SOUTHWESTERLY ALONG NORTHEAST SIDE OF RAILROAD
 DQ0728'TRACKS FOR 1.9 MILES TO A CROSSROADS, INSTEAD OF 0.9 MILES.
 DQ0728'DESCRIPTION OTHERWISE CORRECT.  STATION AND MARKS ALL IN, AND
 DQ0728'IN GOOD CONDITION.  FARMER HAS ERECTED BARN BETWEEN STATION AND
 DQ0728'AZIMUTH MARK.  NEED 15-FOOT FLAG ON AZIMUTH MARK TO SEE FROM
 DQ0728'GROUND AT STATION.
 DQ0728
 DQ0728                          STATION RECOVERY (1957)
 DQ0728
 DQ0728'RECOVERY NOTE BY US ENGINEERS 1957 (CJT)
 DQ0728'STATION FOUND IN GOOD CONDITION.  OLD DESCRIPTION SATISFACTORY.
 DQ0728
 DQ0728                          STATION RECOVERY (1968)
 DQ0728
 DQ0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0728'THE STATION IS LOCATED NORTH 7 DEG EAST ABOUT 9.0 MILES AIRLINE
 DQ0728'FROM BROWNFIELD, TEXAS, IN A CULTIVATED FIELD.  THE STATION IS
 DQ0728'3.8 MILES SOUTHWEST OF MEADOW, TEXAS.
 DQ0728'
 DQ0728'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 380 IN
 DQ0728'BROWNFIELD, GO 8.7 MILES NORTH-NORTHEAST ON U.S. HIGHWAYS 62 TO
 DQ0728'A GRADED CROSSROADS, TURN LEFT AND GO 1.9 MILES WEST TO A GRADED
 DQ0728'CROSSROADS, TURN RIGHT AND GO 0.7 MILE NORTH TO CREST OF GRADED
 DQ0728'ROAD AND THE STATION SITE ON THE RIGHT.  THE STATION IS ABOUT
 DQ0728'1500 FEET SOUTH-SOUTHEAST OF A SMALL WHITE HOUSE AND 325 FEET
 DQ0728'EAST OF A NORTH-SOUTH GRADED ROAD.  THE STATION IS 2 FEET EAST
 DQ0728'OF A USC AND GS WITNESS SIGN MOUNTED ON A METAL POST.
 DQ0728'
 DQ0728'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 DQ0728'PROJECTING 2 FEET AND STAMPED WOOLRIDGE 1935.
 DQ0728'
 DQ0728'BOTH OF THE REFERENCE MARKS AND THE AZIMUTH MARK ARE DESTROYED.
 DQ0728'NO NEW MARKS WERE SET BECAUSE THE NEAREST SAFE SITE IS 1400 FEET
 DQ0728'AWAY.  ANY MARKS SET IN THE CULTIVATED AREA MIGHT JEOPARDIZE THE
 DQ0728'SURVIVAL OF THE STATION MARK.
 DQ0728'
 DQ0728'THE MEADOW WATER TANK IS VISIBLE FROM THE GROUND AND WILL SERVE
 DQ0728'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0739 ***********************************************************************
 DO0739  DESIGNATION -  WOOLLY
 DO0739  PID         -  DO0739
 DO0739  STATE/COUNTY-  TX/JACK
 DO0739  USGS QUAD   -  LONG HOLLOW (1981)
 DO0739
 DO0739                         *CURRENT SURVEY CONTROL
 DO0739  ___________________________________________________________________
 DO0739* NAD 83(1993)-  33 03 48.93929(N)    098 18 41.25811(W)     ADJUSTED  
 DO0739* NAVD 88     -       449.8    (meters)    1476.     (feet)  VERTCON   
 DO0739  ___________________________________________________________________
 DO0739  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DO0739  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DO0739
 DO0739  HORZ ORDER  -  FIRST
 DO0739
 DO0739.The horizontal coordinates were established by classical geodetic methods
 DO0739.and adjusted by the National Geodetic Survey in February 1996..
 DO0739
 DO0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0739
 DO0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0739
 DO0739.The geoid height was determined by GEOID03.
 DO0739
 DO0739;                    North         East     Units Scale Factor Converg.
 DO0739;SPC TXNC     - 2,154,920.721   617,604.711   MT  0.99987264   +0 06 10.2
 DO0739;SPC TXNC     - 7,069,935.73  2,026,258.12   sFT  0.99987264   +0 06 10.2
 DO0739;UTM  14      - 3,658,547.752   564,274.932   MT  0.99965094   +0 22 32.4
 DO0739
 DO0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0739!SPC TXNC     -   0.99993390  x   0.99987264  =   0.99980655
 DO0739!UTM  14      -   0.99993390  x   0.99965094  =   0.99958486
 DO0739
 DO0739:                Primary Azimuth Mark                     Grid Az
 DO0739:SPC TXNC     -  MOORE RESET                              053 50 33.4
 DO0739:UTM  14      -  MOORE RESET                              053 34 11.2
 DO0739
 DO0739|---------------------------------------------------------------------|
 DO0739| PID    Reference Object                     Distance      Geod. Az  |
 DO0739|                                                           dddmmss.s |
 DO0739| DO0723 MOORE RESET                         APPROX.23.0 KM 0535643.6 |
 DO0739| CX9018 WOOLLY RM                           131.050 METERS 14108     |
 DO0739|---------------------------------------------------------------------|
 DO0739
 DO0739                          SUPERSEDED SURVEY CONTROL
 DO0739
 DO0739  NAD 83(1993)-  33 03 48.93929(N)    098 18 41.25037(W) AD(       ) 1
 DO0739  NAD 83(1986)-  33 03 48.94208(N)    098 18 41.24290(W) AD(       ) 1
 DO0739  NAD 27      -  33 03 48.51700(N)    098 18 40.06600(W) AD(       ) 1
 DO0739  NGVD 29 (07/19/86)  449.7    (m)         1475.     (f) VERT ANG       
 DO0739
 DO0739.Superseded values are not recommended for survey control.
 DO0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0739.See file dsdata.txt to determine how the superseded data were derived.
 DO0739
 DO0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB6427558548(NAD 83)
 DO0739_MARKER: N = NAIL
 DO0739_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO0739_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DO0739
 DO0739  HISTORY     - Date     Condition        Report By
 DO0739  HISTORY     - 1902     MONUMENTED       CGS
 DO0739  HISTORY     - 1947     GOOD             LOCSUR
 DO0739  HISTORY     - 1948     GOOD             CGS
 DO0739  HISTORY     - 1960     GOOD             CGS
 DO0739  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0739
 DO0739                          STATION DESCRIPTION
 DO0739
 DO0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 DO0739'STATION IS IN THE SW CORNER OF JACK COUNTY, 10 MILES E OF S
 DO0739'FROM BRYSON, 10 MILES W OF N FROM CHRISTIAN, 7 MILES NE OF
 DO0739'FINIS, 2 MILES S OF THE WEATHERFORD-GRAHAM WAGON ROAD, 1 MILE
 DO0739'SW OF SAM MARTINS HOUSE, AND 1 MILE SSE OF LESLIE KNIGHTS HOUSE.
 DO0739'THE STATION IS ON A HIGH TABLELAND WHICH FORMS THE TOP OF
 DO0739'A SPUR OF SALT CREEK MOUNTAINS, 4-1/2 MILES LONG BY ONE-HALF
 DO0739'TO 1 MILE WIDE, EXTENDING NNE AND SSW, AND LYING BETWEEN
 DO0739'LONG HOLLOW CREEK TO THE N AND W AND SALT CREEK TO THE E, ON
 DO0739'A LEVEL PIECE OF GROUND, ON WHICH OAK TREES ARE GROWING,
 DO0739'ABOUT 1 MILE FROM THE SOUTHERN END OF THE TABLELAND, ON THE
 DO0739'PROPERTY OF MR. KNIGHT.
 DO0739'
 DO0739'SURFACE MARK IS A NAIL IN THE CENTER OF A TERRA-COTTA PIPE
 DO0739'4 INCHES IN DIAMETER AND 2 FEET LONG, FILLED WITH CONCRETE
 DO0739'AND SET IN A CYLINDER OF CONCRETE 18 INCHES IN DIAMETER.
 DO0739'
 DO0739'UNDERGROUND MARK IS SIMILAR TO SURFACE MARK, A NAIL IN THE
 DO0739'CENTER OF A TERRA-COTTA PIPE, 4 INCHES IN DIAMETER AND 2 FEET
 DO0739'LONG, FILLED WITH CONCRETE AND SET IN A CONCRETE BLOCK 1
 DO0739'FOOT IN DIAMETER.  MARK IS 2 FEET BELOW SURFACE OF GROUND.
 DO0739'
 DO0739'REFERENCE MARK IS OF SAME GENERAL TYPE AS SURFACE MARK, A NAIL
 DO0739'IN CENTER OF A TERRA-COTTA PIPE FILLED WITH CONCRETE AND SET
 DO0739'IN A BLOCK OF CONCRETE 1 FOOT IN DIAMETER.  ITS LOCATION IS
 DO0739'INDICATED BY THREE SQUARE-BLAZED OAK TREES, ONE 6 INCHES IN
 DO0739'DIAMETER, N 84 DEG W, 7.3 METERS (24.0 FEET).  ANOTHER 11 INCHES
 DO0739'IN DIAMETER, N 81 DEG E, 8.36 METERS (27.4 FEET).  THE THIRD,
 DO0739'9 INCHES IN DIAMETER, S 13 DEG E, 11.70 METERS (38.4 FEET).
 DO0739'
 DO0739'THE REFERENCE MARK IS 131.051 METERS (429.96 FEET) FROM THE
 DO0739'STATION S 38 DEG 51 MIN 35 SEC E.  THE W GABLE OF
 DO0739'MARTINS HOUSE IS ABOUT 1 MILE FROM THE STATION
 DO0739'N 46 DEG 54 MIN 54 SEC E.  ELEVATION OF STATION, 449.7 METERS (1,475
 DO0739'FEET).
 DO0739
 DO0739                          STATION RECOVERY (1947)
 DO0739
 DO0739'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (FP)
 DO0739'STATION RECOVERED AND IN GOOD CONDITION.
 DO0739'
 DO0739'THE REVISED DESCRIPTION FOR REACHING STATION SHOULD READ
 DO0739'TO REACH FROM SW CORNER OF COURTHOUSE SQUARE IN JACKSBORO,
 DO0739'GO W ON STATE HIGHWAY 24 FOR 2.04 MILES TO FM 206, THENCE S
 DO0739'ALONG FM 206 FOR 10.53 MILES TO BARTONS CHAPEL AND CROSS ROAD.
 DO0739'GO W ALONG DIRT ROAD FOR 1.25 MILES TO ROAD ON LEFT, CONTINUE
 DO0739'W FOR 2.35 MILES TO ROAD ON RIGHT.  TURN RIGHT AND GO N FOR
 DO0739'0.79 MILE TO PRIVATE ROAD ON LEFT, TURN LEFT AND FOLLOW
 DO0739'MEANDERING ROAD FOR 0.57 MILE TO FIELD ON LEFT.  STATION IS IN
 DO0739'APPROXIMATE MIDDLE OF FIELD, ABOUT 0.22 MILE S OF N FIELD
 DO0739'FENCE.  THE REFERENCE OAK TREES HAVE ALL BEEN CLEARED OUT.
 DO0739
 DO0739                          STATION RECOVERY (1948)
 DO0739
 DO0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (APR)
 DO0739'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0739'THE REFERENCE MARK WAS NOT FOUND AND IS BELIEVED TO BE LOST.
 DO0739'A NEW DESCRIPTION IS AS FOLLOWS--
 DO0739'
 DO0739'STATION IS ABOUT 9 MILES NW FROM GRAFORD, 14 MILES SW FROM
 DO0739'JACKSBORO, NEAR THE S END OF THE PROMINENT WOODED PLATEAU WHICH
 DO0739'LIES BETWEEN SALT CREEK TO THE E AND LONG HOLLOW CREEK TO THE
 DO0739'W.  IT IS ABOUT 4 MILES W OF THE CROSSROADS AT BARTONS CHAPEL
 DO0739'WHICH IS ON THE MINERAL WELLS-JACKSBORO HIGHWAY, AND 1 MILE
 DO0739'N OF THE ROAD LEADING W FROM THE CROSSROADS.  STATION IS ON
 DO0739'THE BREWTON FARM, ABOUT 1/4 MILE S OF THE FARMHOUSE, AND IN
 DO0739'RANGE WITH THE E SIDE OF THE HOUSE, IN AN OPEN FIELD WHICH IS
 DO0739'SURROUNDED WITH TIMBER.
 DO0739'
 DO0739'STATION MARK IS A NAIL IN THE CENTER OF A 4-INCH TERRA-COTTA
 DO0739'TILE FILLED WITH AND SURROUNDED WITH A CONCRETE CYLINDER
 DO0739'18 INCHES IN DIAMETER AND FLUSH WITH THE SURFACE.  IT IS
 DO0739'ABOUT 95 YARDS W OF THE E FENCE SURROUNDING THE FIELD.
 DO0739'
 DO0739'R.M. 1 IS A BRONZE DISK, STAMPED WOOLLY 1902 NO 1, SET IN A
 DO0739'STONE BLOCK IN THE FENCE LINE NE OF THE STATION, 119.29 METERS
 DO0739'(391.36 FT.) FROM THE STATION, N 44 DEG E MAGNETIC.
 DO0739'
 DO0739'R.M. 2 IS A BRONZE DISK, STAMPED WOOLLY 1902 NO 2, SET IN A
 DO0739'12-INCH SQUARE BLOCK OF CONCRETE SE OF THE STATION IN THE FENCE
 DO0739'LINE.  IT IS 87.18 METERS (286.34 FT.) FROM THE STATION,
 DO0739'S 87 DEG E MAGNETIC.
 DO0739'
 DO0739'TO REACH THE STATION FROM GRAFORD, GO N ON THE MAIN ROAD
 DO0739'10.7 MILES.  TURN LEFT AND GO 3.6 MILES, TURN RIGHT AND GO
 DO0739'0.7 MILE, TURN LEFT AND GO 0.6 MILE, THEN LEFT AND GO ACROSS
 DO0739'THE FIELD 0.3 MILE TO THE STATION.
 DO0739
 DO0739                          STATION RECOVERY (1960)
 DO0739
 DO0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DO0739'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DO0739'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DO0739'TO STATION SITE ARE CORRECT.
 DO0739
 DO0739                          STATION RECOVERY (2005)
 DO0739
 DO0739'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 DO0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0995 ***********************************************************************
 CB0995  DESIGNATION -  WOOLSEY
 CB0995  PID         -  CB0995
 CB0995  STATE/COUNTY-  TX/GLASSCOCK
 CB0995  USGS QUAD   -  SPRABERRY (1965)
 CB0995
 CB0995                         *CURRENT SURVEY CONTROL
 CB0995  ___________________________________________________________________
 CB0995* NAD 83(1993)-  31 59 27.03558(N)    101 45 33.49285(W)     ADJUSTED  
 CB0995* NAVD 88     -       810.6    (meters)    2659.     (feet)  VERTCON   
 CB0995  ___________________________________________________________________
 CB0995  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CB0995  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 CB0995
 CB0995  HORZ ORDER  -  FIRST
 CB0995
 CB0995.The horizontal coordinates were established by classical geodetic methods
 CB0995.and adjusted by the National Geodetic Survey in February 1996..
 CB0995
 CB0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0995
 CB0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0995
 CB0995.The geoid height was determined by GEOID03.
 CB0995
 CB0995;                    North         East     Units Scale Factor Converg.
 CB0995;SPC TX C     - 3,258,525.515   565,241.763   MT  1.00003065   -0 44 04.1
 CB0995;SPC TX C     -10,690,679.13  1,854,464.02   sFT  1.00003065   -0 44 04.1
 CB0995;SPC TXNC     - 2,040,727.388   292,023.881   MT  1.00004251   -1 46 39.4
 CB0995;SPC TXNC     - 6,695,286.44    958,081.68   sFT  1.00004251   -1 46 39.4
 CB0995;UTM  14      - 3,542,748.062   239,298.594   MT  1.00043827   -1 27 45.6
 CB0995
 CB0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0995!SPC TX C     -   0.99987662  x   1.00003065  =   0.99990727
 CB0995!SPC TXNC     -   0.99987662  x   1.00004251  =   0.99991913
 CB0995!UTM  14      -   0.99987662  x   1.00043827  =   1.00031484
 CB0995
 CB0995|---------------------------------------------------------------------|
 CB0995| PID    Reference Object                     Distance      Geod. Az  |
 CB0995|                                                           dddmmss.s |
 CB0995| CH9964 WOOLSEY RM 1                                       16748     |
 CB0995| CH9965 WOOLSEY RM 2                         18.210 METERS 26049     |
 CB0995| CC0721 MIDLAND PETROLEUM BLDG STACK        APPROX.30.0 KM 2714522.8 |
 CB0995| CU1130 AIRWAYS BEACON 26                   APPROX.20.3 KM 2982221.0 |
 CB0995| CI0542 STANTON AIRWAY BCN 27                              3445323.0 |
 CB0995| CU1128 STANTON MUNICIPAL TANK              APPROX.15.9 KM 3490130.3 |
 CB0995| CU1129 STANTON MARTIN CO CTHSE DOME        APPROX.15.9 KM 3490600.7 |
 CB0995|---------------------------------------------------------------------|
 CB0995
 CB0995                          SUPERSEDED SURVEY CONTROL
 CB0995
 CB0995  NAD 83(1986)-  31 59 27.04061(N)    101 45 33.48294(W) AD(       ) 1
 CB0995  NAD 27      -  31 59 26.58200(N)    101 45 32.02200(W) AD(       ) 1
 CB0995  NGVD 29 (07/19/86)  810.3    (m)         2658.     (f) VERT ANG       
 CB0995
 CB0995.Superseded values are not recommended for survey control.
 CB0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0995.See file dsdata.txt to determine how the superseded data were derived.
 CB0995
 CB0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA3929942748(NAD 83)
 CB0995_MARKER: DS = TRIANGULATION STATION DISK
 CB0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0995
 CB0995  HISTORY     - Date     Condition        Report By
 CB0995  HISTORY     - 1932     MONUMENTED       CGS
 CB0995  HISTORY     - 1937     GOOD             TXHD
 CB0995  HISTORY     - 1938     GOOD             TSI
 CB0995  HISTORY     - 1946     GOOD             TXHD
 CB0995  HISTORY     - 1953     GOOD             CGS
 CB0995
 CB0995                          STATION DESCRIPTION
 CB0995
 CB0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CB0995'TEN MILES S AND 0.5 MILE W OF THE COURTHOUSE IN STANTON, IN THE
 CB0995'W CENTRAL PART OF SECTION 26, BLOCK 36, T 2 S., ON LAND OWNED
 CB0995'AND OCCUPIED BY WILL WOOLSEY, IN FENCE LINE 9 METERS (30 FEET)
 CB0995'E OF CENTER LINE OF ROAD FROM STANTON TO GARDEN CITY, SW OF
 CB0995'MR. WOOLSEYS HOUSE, 52.2 METERS (171 FEET) SW OF THE CENTER OF
 CB0995'CONCRETE CAP OF WELL, AND APPROXIMATELY IN RANGE WITH THE
 CB0995'SW CORNER OF A LARGE CONCRETE TANK WHICH IS 11.1 METERS (36
 CB0995'FEET) NE OF WELL.
 CB0995'
 CB0995'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET
 CB0995'IN CONCRETE.
 CB0995'
 CB0995'REFERENCE MARK NO. 1 IS 28 FEET W OF ROAD, OPPOSITE THE FIRST
 CB0995'POST S OF IRON GATE ON E SIDE OF ROAD WHERE TELEPHONE LINE
 CB0995'COMES IN FROM THE W AND TURNS S, AND 0.2 MILE (SPEEDOMETER)
 CB0995'FROM STATION, S 12 DEG 12 MIN E.
 CB0995'
 CB0995'REFERENCE MARK NO. 2 IS 9.2 METERS (30 FEET) W OF CENTER LINE
 CB0995'OF ROAD, AND 18.21 METERS (59.7 FEET) FROM STATION, S 80 DEG 49 MIN W.
 CB0995'
 CB0995'OTHER BEARINGS FROM STATION ARE--STANTON, MUNICIPAL WATER TANK,
 CB0995'FINIAL, N 10 DEG 58 MIN W.  STANTON, MARTIN COUNTY, COURTHOUSE,
 CB0995'TIP OF DOME, N 10 DEG 54 MIN W.
 CB0995'
 CB0995'TO REACH THE STATION FROM STANTON, GO W ON U.S. HIGHWAY 80 TO CITY
 CB0995'LIMITS.  TURN S ACROSS RAILROAD OPPOSITE FILLING STATIONS, AND GO
 CB0995'S 9.5 MILES TO STATION ON E SIDE OF ROAD.
 CB0995
 CB0995                          STATION RECOVERY (1937)
 CB0995
 CB0995'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0995'STATION AND REFERENCE MARKS NO. 2 RECOVERED IN GOOD CONDITION
 CB0995'AND AS DESCRIBED.  REFERENCE MARK NO. 1 POSITION WAS LOCATED BUT
 CB0995'WASTE DIRT FROM ROAD HAD BEEN PILED OVER IT.  WASTE CONCRETE FROM
 CB0995'POST WAS FOUND HERE.  DESCRIPTION FOR LOCATING STATION WAS
 CB0995'ADEQUATE.
 CB0995
 CB0995                          STATION RECOVERY (1938)
 CB0995
 CB0995'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 CB0995'RECOVERED BY EDGAR TOBIN AERIAL SURVEY
 CB0995'
 CB0995'STATION RECOVERED IN GOOD CONDITION.
 CB0995
 CB0995                          STATION RECOVERY (1946)
 CB0995
 CB0995'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1946 (AHC)
 CB0995'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 CB0995
 CB0995                          STATION RECOVERY (1953)
 CB0995
 CB0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 CB0995'STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF REFERENCE
 CB0995'MARK 1, WHICH HAS BEEN TORN OUT OF THE GROUND BY ROAD BUILDING
 CB0995'EQUIPMENT.  A NEW STATION, WOOLSEY 2, WAS ESTABLISHED, AND THE
 CB0995'OLD STATION AND REFERENCE MARK 2 WERE DESTROYED.  FOR ADDITIONAL
 CB0995'INFORMATION, ON WOOLSEY 2, SEE DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0994 ***********************************************************************
 CB0994  DESIGNATION -  WOOLSEY 2 RESET
 CB0994  PID         -  CB0994
 CB0994  STATE/COUNTY-  TX/GLASSCOCK
 CB0994  USGS QUAD   -  SPRABERRY (1965)
 CB0994
 CB0994                         *CURRENT SURVEY CONTROL
 CB0994  ___________________________________________________________________
 CB0994* NAD 83(1993)-  31 59 27.09170(N)    101 45 33.26276(W)     ADJUSTED  
 CB0994* NAVD 88     -       810.     (meters)    2657.     (feet)  SCALED    
 CB0994  ___________________________________________________________________
 CB0994  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CB0994  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 CB0994
 CB0994  HORZ ORDER  -  SECOND
 CB0994
 CB0994.The horizontal coordinates were established by classical geodetic methods
 CB0994.and adjusted by the National Geodetic Survey in February 1996..
 CB0994.No horizontal observational check was made to the station.
 CB0994
 CB0994.The orthometric height was scaled from a topographic map.
 CB0994
 CB0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0994
 CB0994.The geoid height was determined by GEOID03.
 CB0994
 CB0994;                    North         East     Units Scale Factor Converg.
 CB0994;SPC TX C     - 3,258,527.166   565,247.825   MT  1.00003065   -0 44 03.9
 CB0994;SPC TX C     -10,690,684.54  1,854,483.91   sFT  1.00003065   -0 44 03.9
 CB0994;SPC TXNC     - 2,040,728.928   292,029.972   MT  1.00004251   -1 46 39.3
 CB0994;SPC TXNC     - 6,695,291.49    958,101.67   sFT  1.00004251   -1 46 39.3
 CB0994;UTM  14      - 3,542,749.636   239,304.679   MT  1.00043823   -1 27 45.5
 CB0994
 CB0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0994!SPC TX C     -   0.99987667  x   1.00003065  =   0.99990732
 CB0994!SPC TXNC     -   0.99987667  x   1.00004251  =   0.99991918
 CB0994!UTM  14      -   0.99987667  x   1.00043823  =   1.00031485
 CB0994
 CB0994|---------------------------------------------------------------------|
 CB0994| PID    Reference Object                     Distance      Geod. Az  |
 CB0994|                                                           dddmmss.s |
 CB0994| CH9970 WOOLSEY 2 RM 5                       19.095 METERS 00614     |
 CB0994| CH9972 WOOLSEY 2 RM 7                       17.966 METERS 15955     |
 CB0994| CH9968 WOOLSEY 2 RM 3                        9.981 METERS 16308     |
 CB0994| CH9966 WOOLSEY 2 AZ MK 2                                  1674805.3 |
 CB0994| CB0995 WOOLSEY                               6.283 METERS 25402     |
 CB0994| CH9969 WOOLSEY 2 RM 4                       29.512 METERS 26233     |
 CB0994| CH9971 WOOLSEY 2 RM 6                       30.466 METERS 26513     |
 CB0994| CH9967 WOOLSEY 2 AZ MK 3                                  3431045.3 |
 CB0994| CU1128 STANTON MUNICIPAL TANK              APPROX.15.9 KM 3490009.3 |
 CB0994|---------------------------------------------------------------------|
 CB0994
 CB0994                          SUPERSEDED SURVEY CONTROL
 CB0994
 CB0994  NAD 83(1986)-  31 59 27.09673(N)    101 45 33.25286(W) AD(       ) 2
 CB0994  NAD 27      -  31 59 26.63800(N)    101 45 31.79200(W) AD(       ) 2
 CB0994
 CB0994.Superseded values are not recommended for survey control.
 CB0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0994.See file dsdata.txt to determine how the superseded data were derived.
 CB0994
 CB0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA3930542750(NAD 83)
 CB0994_MARKER: DS = TRIANGULATION STATION DISK
 CB0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0994
 CB0994  HISTORY     - Date     Condition        Report By
 CB0994  HISTORY     - 1953     MONUMENTED       CGS
 CB0994  HISTORY     - 1970     GOOD             NGS
 CB0994  HISTORY     - 20020116 POOR             TXDOT
 CB0994
 CB0994                          STATION DESCRIPTION
 CB0994
 CB0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 CB0994'STATION IS LOCATED ABOUT 10 MI. S OF STANTON, ABOUT 19 MI.
 CB0994'W-NW OF GARDEN CITY, AND ON THE E SIDE OF THE ROAD BETWEEN STANTON
 CB0994'AND GARDEN CITY.
 CB0994'
 CB0994'STATION IS REACHED AS FOLLOWS--FROM THE W CITY LIMITS AT U.S.
 CB0994'HIGHWAY 80 IN STANTON, GO W FOR 9.3 MI. TO THE STATION ON THE
 CB0994'E SIDE OF THE ROAD.
 CB0994'
 CB0994'STATION IS 49 FT. E OF THE CENTERLINE OF THE ROAD, 2 FT. W OF A
 CB0994'FENCE LINE, AND 95 FT. SW OF THE SW CORNER OF MR. WOOLSEYS
 CB0994'HOUSE.  IT IS A STANDARD STATION DISK, STAMPED WOOLSEY 2 1953
 CB0994'AND SET IN THE TOP OF A CONCRETE MONUMENT, WHICH IS ABOUT 10 IN.
 CB0994'IN DIAMETER, ABOUT FLUSH WITH THE GROUND.
 CB0994'
 CB0994'THE UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP
 CB0994'OF A CONCRETE POST.
 CB0994'
 CB0994'REFERENCE MARK 3 IS 50 FT. E OF THE CENTERLINE OF THE ROAD,
 CB0994'1 FT. W OF A FENCE LINE, AND ABOUT 6 IN. HIGHER THAN THE STATION.
 CB0994'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED WOOLSEY 2 NO 3
 CB0994'1953 AND SET IN THE TOP OF A 1-FT. SQUARE CONCRETE MONUMENT
 CB0994'PROJECTING ABOUT 6 IN. ABOVE GROUND.  THE ARROW ON THE DISK IS
 CB0994'POINTING W AND NOT TOWARDS THE STATION.
 CB0994'
 CB0994'REFERENCE MARK 4 IS 40 FT. W OF THE CENTERLINE OF THE ROAD, 15
 CB0994'IN. E OF THE FENCE LINE, AND ABOUT THE SAME ELEVATION AS THE
 CB0994'STATION.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED WOOLSEY
 CB0994'2 NO 4 1953 AND SET IN THE TOP OF A CONCRETE MONUMENT, THAT IS
 CB0994'ABOUT 10 IN. IN DIAMETER, FLUSH WITH THE GROUND.
 CB0994'
 CB0994'THE AZIMUTH MARK IS 48 FT. W OF THE CENTERLINE OF THE ROAD,
 CB0994'AND 2 FT. E OF A FENCE LINE.  IT IS A STANDARD AZIMUTH-MARK
 CB0994'DISK, STAMPED WOOLSEY 2 1953 AND SET IN THE TOP OF A CONCRETE
 CB0994'MONUMENT FLUSH WITH THE GROUND.
 CB0994'
 CB0994'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON THE ROAD FOR
 CB0994'0.25 MI. TO THE AZIMUTH MARK ON THE W SIDE OF THE ROAD.
 CB0994
 CB0994                          STATION RECOVERY (1970)
 CB0994
 CB0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CB0994'THE STATION MARK AND REFERENCE MARK NO. 3 WERE FOUND TILTED OVER
 CB0994'WITH THE DISKS STILL INTACT.  THE MONUMENTS FOR REFERENCE MARK
 CB0994'NO. 4 AND THE AZIMUTH MARK WERE FOUND WITH THEIR TOPS BROKEN OFF,
 CB0994'EVIDENTLY BY ROAD MACHINERY, THE DISKS WERE NOT RECOVERED.  THE
 CB0994'UNDERGROUND STATION MARK WAS RECOVERED AND APPEARED TO BE IN
 CB0994'GOOD CONDITION.  THE UNDERGROUND MARK WAS REMOVED AND A NEW MARK
 CB0994'WAS SET LOWER.  A FLUSH SURFACE STATION MARK, REFERENCE MARKS
 CB0994'NO.  5 AND NO. 6, AND AN AZIMUTH MARK WERE ALSO SET.
 CB0994'
 CB0994'A NEW DESCRIPTION FOLLOWS--
 CB0994'
 CB0994'THE STATION IS LOCATED ABOUT 20 MILES EAST OF MIDLAND, AND 10
 CB0994'MILES SOUTH OF STANTON, ON THE EAST SIDE OF STATE HIGHWAY 137,
 CB0994'NEAR A HOUSE AND FARM BUILDINGS OWNED BY MR. JOHN ZANT.
 CB0994'
 CB0994'THE STATION MARK IS A STANDARD DISK STAMPED WOOLSEY 2 1953
 CB0994'1970, SET IN AN IRREGULAR SHAPED MASS OF CONCRETE FLUSH WITH
 CB0994'THE GROUND.  IT IS 95 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CB0994'MR. ZANTS HOUSE, 47 FEET EAST OF THE CENTER OF STATE HIGHWAY 137,
 CB0994'21 FEET WEST OF AN OIL LINE VALVE, 2.5 FEET SOUTHEAST OF A
 CB0994'METAL WITNESS POST, AND 2.5 FEET NORTHWEST OF ANOTHER METAL
 CB0994'WITNESS POST, IN A TRIANGLE FORMED BY DRIVEWAYS INTO FARM
 CB0994'YARD.
 CB0994'
 CB0994'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED WOOLSEY 2
 CB0994'1953 NO 5 1970 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CB0994'2-INCHES.  IT IS 39 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE,
 CB0994'67 FEET EAST OF CENTER OF HIGHWAY, AND 3 FEET SOUTHEAST OF CORNER
 CB0994'POST AT SOUTHWEST CORNER OF HOUSE YARD.
 CB0994'
 CB0994'REFERENCE MARK NO. 6 IS A STANDARD DISK STAMPED WOOLSEY 2 1953
 CB0994'NO 6 1970 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 CB0994'6-INCHES.  IT IS 51 FEET WEST OF CENTER OF HIGHWAY, 39 FEET
 CB0994'SOUTHWEST OF MAILBOX POST, AND 0.8 FOOT WEST OF FENCE LINE.
 CB0994'
 CB0994'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WOOLSEY 2 1953
 CB0994'1970, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 CB0994'IT IS 54 FEET WEST OF THE CENTER OF HIGHWAY 137, 35 FEET SOUTHEAST
 CB0994'OF CENTER OF A CATTLE GUARD, 4.5 FEET NORTHWEST OF A FENCE
 CB0994'CORNER, AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
 CB0994'
 CB0994'TO REACH THE STATION FROM THE MARTIN COUNTY COURTHOUSE IN
 CB0994'STANTON, GO SOUTH ON ST. JOSEPH STREET FOR 0.15 MILE TO THE
 CB0994'T INTERSECTION WITH U.S. HIGHWAY 80, TURN RIGHT ON HIGHWAY 80
 CB0994'AND GO WEST FOR 0.75 MILE TO THE INTERSECTION WITH STATE HIGHWAY
 CB0994'137, TURN LEFT, SOUTH, ON HIGHWAY 137 AND GO 9.75 MILES TO THE
 CB0994'TOP OF A HILL, AND THE HOUSE AND STATION ON THE LEFT AS
 CB0994'DESCRIBED.
 CB0994'
 CB0994'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 CB0994'SOUTH OF STANTON
 CB0994
 CB0994                          STATION RECOVERY (2002)
 CB0994
 CB0994'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (JCW)
 CB0994'THE STATION MARK IS 107 FEET SOUTHEAST OF MAILBOX. REFERENCE MARKS 5
 CB0994'AND 6 WERE NOT FOUND. THE METAL WITNESS POST IS LYING ON THE GROUND.
 CB0994'THE STATION IS LOCATED 7.9 MILES NORTH OF THE INTERSECTION OF STATE
 CB0994'HIGHWAYS 137 AND 158. THE AZIMUTH MARK IS 0.7 FEET EAST OF THE WEST
 CB0994'ROW FENCE OF SH 137 AND 13 FEET NORTH OF A DUKE GAS PIPELINE VENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4461 ***********************************************************************
 AW4461  DESIGNATION -  WOOSLEY
 AW4461  PID         -  AW4461
 AW4461  STATE/COUNTY-  TX/BRAZORIA
 AW4461  USGS QUAD   -  SWEENY (1972)
 AW4461
 AW4461                         *CURRENT SURVEY CONTROL
 AW4461  ___________________________________________________________________
 AW4461* NAD 83(1993)-  29 00 30.44635(N)    095 37 39.38854(W)     ADJUSTED  
 AW4461* NAVD 88     -         7.10   (+/-2cm)      23.3    (feet)  VERTCON   
 AW4461  ___________________________________________________________________
 AW4461  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AW4461  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW4461
 AW4461  HORZ ORDER  -  FIRST
 AW4461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4461
 AW4461.The horizontal coordinates were established by classical geodetic methods
 AW4461.and adjusted by the National Geodetic Survey in February 1996..
 AW4461
 AW4461.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4461.The vertical order pertains to the NGVD 29 superseded value.
 AW4461
 AW4461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4461
 AW4461.The geoid height was determined by GEOID03.
 AW4461
 AW4461;                    North         East     Units Scale Factor Converg.
 AW4461;SPC TXSC     - 4,134,972.001   928,490.284   MT  0.99987937   +1 39 07.8
 AW4461;SPC TXSC     -13,566,153.97  3,046,221.87   sFT  0.99987937   +1 39 07.8
 AW4461;UTM  15      - 3,211,770.055   244,044.136   MT  1.00040852   -1 16 29.7
 AW4461
 AW4461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4461!SPC TXSC     -   1.00000307  x   0.99987937  =   0.99988244
 AW4461!UTM  15      -   1.00000307  x   1.00040852  =   1.00041159
 AW4461
 AW4461:                Primary Azimuth Mark                     Grid Az
 AW4461:SPC TXSC     -  BRAZORIA OLD CTHSE STEEPLE               050 10 47.6
 AW4461:UTM  15      -  BRAZORIA OLD CTHSE STEEPLE               053 06 25.1
 AW4461
 AW4461|---------------------------------------------------------------------|
 AW4461| PID    Reference Object                     Distance      Geod. Az  |
 AW4461|                                                           dddmmss.s |
 AW4461| AW6861 BRAZORIA OLD CTHSE STEEPLE          APPROX. 8.1 KM 0514955.4 |
 AW4461| AW6859 BRAZORIA MUNICIPAL TANK             APPROX. 6.9 KM 0525203.0 |
 AW4461| AM0461 BRAZORIA JEF LAKE SULPH CO TK       APPROX. 6.1 KM 1131908.1 |
 AW4461| AM0462 BRAZORIA JEF LAKE SULPH CO STK      APPROX. 6.1 KM 1135341.4 |
 AW4461| AW4465 WOOSLEY RM 4                         42.789 METERS 14600     |
 AW4461| AW4462 WOOSLEY RM 1                         30.334 METERS 15532     |
 AW4461| CV7963 WOOSLEY AZ MK                                      2364545.9 |
 AW4461| AW4463 WOOSLEY RM 2                                       2385931.4 |
 AW4461| AW4464 WOOSLEY RM 3                         31.711 METERS 26448     |
 AW4461| AW6869 SWEENY MUNICIPAL TANK               APPROX. 7.8 KM 2945034.6 |
 AW4461|---------------------------------------------------------------------|
 AW4461
 AW4461                          SUPERSEDED SURVEY CONTROL
 AW4461
 AW4461  NAD 83(1986)-  29 00 30.45683(N)    095 37 39.37018(W) AD(       ) 1
 AW4461  NAD 27      -  29 00 29.55900(N)    095 37 38.55800(W) AD(       ) 1
 AW4461  NGVD 29 (??/??/92)    7.119  (m)           23.36   (f) ADJ UNCH    2 0
 AW4461
 AW4461.Superseded values are not recommended for survey control.
 AW4461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4461.See file dsdata.txt to determine how the superseded data were derived.
 AW4461
 AW4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4404411770(NAD 83)
 AW4461_MARKER: DS = TRIANGULATION STATION DISK
 AW4461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4461_STAMPING: WOOSLEY 1931
 AW4461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4461+STABILITY: SURFACE MOTION
 AW4461
 AW4461  HISTORY     - Date     Condition        Report By
 AW4461  HISTORY     - 1931     MONUMENTED       CGS
 AW4461  HISTORY     - 1931     GOOD             CGS
 AW4461  HISTORY     - 1937     GOOD             TXHD
 AW4461  HISTORY     - 1942     GOOD             CGS
 AW4461  HISTORY     - 1953     GOOD             CGS
 AW4461  HISTORY     - 1958     GOOD             CGS
 AW4461  HISTORY     - 1971     GOOD             NGS
 AW4461  HISTORY     - 1971     GOOD             NGS
 AW4461
 AW4461                          STATION DESCRIPTION
 AW4461
 AW4461'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW4461'ABOUT 5 MILES SW OF BRAZORIA, AND 2.4 MILES W OF MC NEELS
 AW4461'BRIDGE OVER THE SAN BERNARD RIVER, ON LAND OWNED AND OCCUPIED
 AW4461'BY A.C. WOOSLEY, IN SE CORNER OF BARN LOT, 59 FEET NW OF CENTER
 AW4461'LINE OF DIRT ROAD, 17.15 FEET N OF FENCE ON N SIDE OF ROAD,
 AW4461'42.3 FEET SE OF SE CORNER OF SHED TO MAIN BARN, AND 101.1
 AW4461'FEET NE OF CORNER POST AT SE CORNER OF WOOSLEYS FRONT YARD.
 AW4461'
 AW4461'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 AW4461'SET IN CONCRETE.
 AW4461'
 AW4461'SURFACE MARK IS FLUSH WITH GROUND.
 AW4461'
 AW4461'REFERENCE MARK NO. 1 IS IN FENCE LINE S OF ROAD, ABOUT 12
 AW4461'FEET W OF POWER LINE POLE CARRYING LEAD-IN WIRES TO WOOSLEYS
 AW4461'HOUSE, AND 99.8 FEET FROM STATION.
 AW4461'
 AW4461'REFERENCE MARK NO. 2 IS 6 FEET S OF S EDGE OF DITCH, IN FENCE
 AW4461'LINE AT S END OF WOODEN CULVERT LEADING TO H.N. MURRAYS HOUSE,
 AW4461'AND 0.2 MILE FROM STATION.
 AW4461
 AW4461                          STATION RECOVERY (1931)
 AW4461
 AW4461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AW4461'0.3 MI E FROM SWEENY.
 AW4461'0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW4461'SWEENY, THENCE 3.9 MILES SOUTHEAST ALONG A SHELL ROAD, AND THENCE 1.1
 AW4461'MILES NORTHEAST ALONG ANOTHER SHELL ROAD.  ON LAND OWNED IN 1942 BY A.
 AW4461'C. WOOSLEY, 168 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 AW4461'42.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A SHED ON THE SOUTH SIDE OF
 AW4461'A BARN, IN THE SOUTHEAST CORNER OF THE BARN LOT, 59 FEET NORTH OF THE
 AW4461'CENTERLINE OF THE ROAD, 17.3 FEET NORTH OF A FENCE, AND LEVEL WITH THE
 AW4461'ROAD.  A STANDARD TRIANGULATION-STATION DISK, STAMPED WOOSLEY 1931 AND
 AW4461'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW4461
 AW4461                          STATION RECOVERY (1937)
 AW4461
 AW4461'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW4461'STATION RECOVERED IN GOOD CONDITION.  NO ATTEMPT WAS MADE
 AW4461'TO RECOVER REFERENCE MARKS.  DESCRIPTION SATISFACTORY.
 AW4461
 AW4461                          STATION RECOVERY (1942)
 AW4461
 AW4461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AW4461'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AW4461'
 AW4461'STATION IS ABOUT 5 MILES SW OF BRAZORIA, ABOUT 2.4 MILES W OF
 AW4461'MC NEEL BRIDGE OVER THE SAN BERNARD RIVER, ON LAND OWNED
 AW4461'BY A.C. WOOSLEY IN 1942, ABOUT 168 FEET SE OF THE SE CORNER
 AW4461'OF HOUSE AND IN THE SE CORNER OF BARN LOT.  IT IS 42.5 FEET
 AW4461'S OF THE SW CORNER OF SHED ON THE S SIDE OF THE BARN, 59 FEET
 AW4461'N OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 AW4461'ROAD, 17.3 FEET N OF FENCE AND ABOUT 101 FEET E OF SE CORNER
 AW4461'POST OF YARD.  THE STATIN MARK IS FLUSH WITH THE SURFACE OF
 AW4461'THE GROUND.  STATION MARK IS STAMPED WOOSLEY 1931.
 AW4461'
 AW4461'REFERENCE MARK NO. 1, IS STAMPED WOOSLEY NO. 1
 AW4461'1931.  IT I-S 99.7 FEWET SOUTHERLY FROM THE STATION, 7.8
 AW4461'FEET E OF A T FENCE CORNER ON THE S SIDE OF THE ROAD, 12 FEET
 AW4461'W OF POWER POLE WHERE LEAD WIRES FROM WOOSLEY RESIDENCE INTERSECT
 AW4461'MAIN LINE AND IN FENCE LINE ON THE S SIDE OF THE ROAD.  THE
 AW4461'MONUMENT PROJECTS 0.4 FOOT.
 AW4461'
 AW4461'REFERENCE MARK NO. 2, IS STAMPED WOOSLEY NO. 2
 AW4461'1931.  IT IS ABOUT 0.2 MILE W OF THE STATION, IN THE NE
 AW4461'CORNER OF YARD ON THE S SIDE OF THE ROAD, 49 FEET NE OF
 AW4461'CORNER OF HOUSE, 37 FEET S OF AND ABOUT THE SAME ELEVATION
 AW4461'AS THE CENTER LINE OF THE ROAD, 3.3 FEET S OF FENCE CORNER
 AW4461'AND IN LINE WITH FENCE.  THE MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AW4461'
 AW4461'STATION IS REACHED FROM THE MISSOURI PACIFIC RAILROAD STATION
 AW4461'AT SWEENY--PROCEED 4.1 MILES SOUTHEASTERLY ALONG SHELL ROAD
 AW4461'TO THE INTERSECTION OF SHELL ROAD, THENCE GO 1 MILE EASTERLY
 AW4461'ALONG SHELL ROAD TO THE SITE OF THE STATION.
 AW4461
 AW4461                          STATION RECOVERY (1953)
 AW4461
 AW4461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AW4461'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 AW4461'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW REFERENCE
 AW4461'MARK NO. 3 WAS ESTABLISHED.  A DISCREPANCY WAS FOUND IN THE
 AW4461'DIRECTION TO REFERENCE MARK NO. 2.
 AW4461'
 AW4461'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW4461'
 AW4461'THE STAITON IS ABOUT 5 MILES SOUTHWEST OF BRAZORIA, 5 MILES
 AW4461'EAST-SOUTHEAST OF SWEENY AND 2-1/2 MILES WEST OF THE MC NEELS
 AW4461'BRIDGE OVER THE SAN BERNARD RIVER ON LAND OWNED BY MR. G.D.
 AW4461'HARGETT.  IT IS IN A SMALL BARN LOT, 58.0 FEET NORTH OF THE
 AW4461'CENTER OF FARM ROAD NO. 524, 38.0 FEET SOUTHWEST OF A FENCE
 AW4461'CORNER AND 28.0 FEET NORTHEAST OF A FENCE CORNER.  IT IS
 AW4461'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 AW4461'STAMPED WOOSLEY 1931.
 AW4461'
 AW4461'REFERENCE MARK NO. 1 IS 42.0 FEET SOUTH OF THE CENTER OF FARM
 AW4461'ROAD NO.524, 12.0 FEET WEST OF A POWERLINE POLE AND DIRECTLY
 AW4461'UNDER A WOVEN WIRE FENCE.  IT PROJECTS 3 INCHES AND THE
 AW4461'DISK IS STAMPED WOOSELY NO 1 1931.
 AW4461'
 AW4461'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 46.0 FEET SOUTH OF THE
 AW4461'CENTER OF FARM ROAD NO. 524, 36.0 FEET EAST OF THE NORTHEAST
 AW4461'CORNER OF A HOUSE, 3.0 FEET SOUTHEAST OF A FENCE CORNER AND
 AW4461'1.0 FOOT SOUTH OF A WITNESS POST.  IT PROJECTS 6 INCHES AND
 AW4461'THE DISK IS STAMPED WOOSLEY NO 2 1931.
 AW4461'
 AW4461'REFERENCE MARK NO. 3 IS 33.0 FEET EAST OF THE SOUTHEAST
 AW4461'CORNER OF A HOUSE, 9.0 FEET WEST OF THE CENTER OF A DRIVEWAY
 AW4461'AND 1.0 FOOT EAST OF A YARD FENCE.  IT IS SET FLUSH WITH THE
 AW4461'SURFACE OF THE GROUND AND THE DISK IS STAMPED WOOSLEY NO 3 1931.
 AW4461'
 AW4461'TO REACH THE STATION FROM THE POST OFFICE JUST NORTH OF THE
 AW4461'MISSOURI PACIFIC RAILROAD DEPOT IN SWEENY, GO SOUTHEAST ON
 AW4461'FARM ROAD NO. 524 FOR 4.35 MILES TO THE JUNCTION WITH FARM
 AW4461'ROAD NO. 1090, HERE TURN LEFT AND GO EASTERLY ON FARM ROAD
 AW4461'NO. 524 FOR 0.95 MILES TO A FARM HOUSE ON THE RIGHT AND
 AW4461'REFERENCE MARK NO. 2 (AZIMUTH MARK) AS DESCRIBED.  CONTINUE
 AW4461'EASTERLY ON FARM ROAD NO. 524 FOR 0.2 MILE TO A GROUP OF
 AW4461'FARM BUILDINGS ON THE LEFT AND THE STATION AS DESCRIBED.
 AW4461
 AW4461                          STATION RECOVERY (1958)
 AW4461
 AW4461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HLM)
 AW4461'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW4461'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A DESCREPANCY
 AW4461'WAS FOUND IN THE NUMBER OF THE HIGHWAYS DESCRIBED IN RECOVERY
 AW4461'NOTE 3948R.
 AW4461'
 AW4461'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW4461'
 AW4461'THE STATION IS ABOUT 5 MILES SOUTHWEST OF BRAZORIA, 5 MILES
 AW4461'EAST-SOUTHEAST OF SWEENY AND 2-1/2 MILES WEST OF THE MC NEELS
 AW4461'BRIDGE OVER THE SAN BERNARD RIVER ON LAND OWNED BY MR.
 AW4461'G.D. HARGETT.  IT IS A SMALL BARN LOT, 58.0 FEET NORTH OF THE
 AW4461'CENTER OF FARM ROAD NO. 524, 38.0 FEET SOUTHWEST OF A FENCE
 AW4461'CORNER AND 28.0 FEET NORTHEAST OF A FENCE CORNER.  IT IS
 AW4461'SET 2 IN UNDER THE SURFACE OF THE GROUND AND THE DISK IS
 AW4461'STAMPED WOOSLEY 1931.
 AW4461'
 AW4461'REFERENCE MARK NO. 1 IS 42.0 FEET SOUTH OF THE CENTER OF
 AW4461'FARM ROAD NO. 521, 12.0 FEET WEST OF A POWERLINE POLE AND
 AW4461'DIRECTLY UNDER A WOVEN WIRE FENCE.  IT PROJECTS 3 INCHES AND
 AW4461'THE DISK IS STAMPED WOOSLEY NO.1 1931.
 AW4461'
 AW4461'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 46.0 FEET SOUTH OF
 AW4461'THE CENTER OF FARM ROAD NO. 521, 36.0 FEET EAST OF THE NORTHEAST
 AW4461'CORNER OF A HOUSE, 3.0 FEET SOUTHEAST OF A FENCE CORNER AND
 AW4461'1.0 FOOT SOUTH OF A WITNESS POST.  IT PROJECTS 6 INCHES AND
 AW4461'THE DISK IS STAMPED WOOSLEY NO. 2 1931.
 AW4461'
 AW4461'REFERENCE MARK NO. 3 IS 33.0 FEET EAST OF THE SOUTHEAST
 AW4461'CORNER OF HOUSE, 9.0 FEET WEST OF THE CENTER OF A DRIVEWAY
 AW4461'AND 1.0 FOOT EAST OF A YARD FENCE.  IT IS SET FLUSH WITH THE
 AW4461'SURFACE OF THE GROUND AND THE DISK IS STAMPED WOOSLEY NO. 3
 AW4461'1931.
 AW4461'
 AW4461'TO REACH THE STATION FROM THE POST OFFICE JUST NORTH OF THE
 AW4461'MISSOURI PACIFIC RAILROAD DEPOT IN SWEENY, GO SOUTHEAST ON
 AW4461'FARM ROAD NO. 524 FOR 4.35 MILES TO THE JUNCTION WITH FARM
 AW4461'ROAD NO. 521, HERE TURN LEFT AND GO EASTERLY ON FARM ROAD
 AW4461'NO. 521 FOR 0.95 MILE TO A FARM HOUSE ON THE RIGHT AND
 AW4461'REFERENCE MARK NO. 2 (AZIMUTH MARK) AS DESCRIBED.  CONTINUE
 AW4461'EASTERLY ON FARM ROAD NO. 521 FOR 0.2 MILE TO A GROUP OF FARM
 AW4461'BUILDINGS ON THE LEFT AND THE STATION AS DESCRIBED.
 AW4461
 AW4461                          STATION RECOVERY (1971)
 AW4461
 AW4461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AW4461'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED
 AW4461'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 AW4461'TILTED.  REFERENCE MARK NO. 4 WAS ESTABLISHED.  REFERENCE
 AW4461'MARK NO. 2 WHICH WAS USED FOR THE AZIMUTH MARK WILL BE DESTROYED
 AW4461'BY ROAD CONSTRUCTION, THEREFORE A NEW AZIMUTH MARK WAS
 AW4461'ESTABLISHED.
 AW4461'
 AW4461'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AW4461'
 AW4461'IT IS 10 MILES SOUTH OF WEST COLUMBIA, 5 MILES EAST-SOUTHEAST
 AW4461'OF SWEENY, 4-1/2 MILES SOUTHWEST OF BRAZORIA, 1 MILE EAST
 AW4461'OF FOUR-CORNERS, WHICH IS THE INTERSECTION OF FARM ROADS
 AW4461'521 AND 524 AND IN LOT OF BARN YARD, ON PROPERTY OWNED BY
 AW4461'MR. G.D. HARGETT WHO LIVES AT FARM.
 AW4461'
 AW4461'TO REACH THE STATION FROM THE POST OFFICE IN SWEENY, GO
 AW4461'SOUTHEAST ON FARM ROAD 524 FOR 0.45 MILE TO RAILROAD TRACKS,
 AW4461'CROSS TRACKS AND CONTINUE SOUTHEASTERLY ON FARM ROAD 524
 AW4461'FOR 3.95 MILES TO THE JUNCTION OF FARM ROAD 521 AND FOUR-CORNERS
 AW4461'STORE ON THE LEFT.  TURN LEFT AND GO EASTERLY ON FARM ROAD
 AW4461'521 FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT AND AZIMUTH
 AW4461'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD EASTERLY ON
 AW4461'FARM ROAD 521 FOR 0.2 MILE DRIVE-WAY ON THE LEFT LEADING TO
 AW4461'FARM BUILDINGS AND STATION ON THE LEFT.
 AW4461'
 AW4461'THE MARK IS A STANDARD DISK, STAMPED WOOSLEY 1931, SET IN A
 AW4461'SQUARE CONCRETE POST THAT IS ABOUT 4 INCHES BELOW THE SURFACE
 AW4461'OF THE GROUND.  IT IS 92 FEET NORTH-NORTHEAST OF THE CENTER
 AW4461'OF DRIVE-WAY AT GATE, 58 FEET NORTHWEST OF THE PRESENT
 AW4461'CENTER OF FARM ROAD, 135 FEET EAST OF THE NORTHEAST CORNER
 AW4461'OF HOUSE, 51 FEET SOUTHWEST OF A 48-INCH OAK TREE, 29
 AW4461'FEET SOUTHWEST OF THE NORTHEAST CORNER OF LOT, 27 FEET NORTH
 AW4461'OF THE SOUTHEAST CORNER OF LOT, AND 19 FEET NORTH-NORTHWEST
 AW4461'OF THE EAST SIDE OF LOT.
 AW4461'
 AW4461'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED WOOSLEY NO
 AW4461'3 1931, SET IN A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
 AW4461'IT IS 93 FEET WEST-NORTHWEST OF THE CENTER LINE OF FARM ROAD,
 AW4461'52 FEET WEST OF THE NORTHEAST CORNER OF YARD FENCE, 31 FEET
 AW4461'EAST OF THE NORTHEAST CORNER OF HOUSE, 12 FEET SOUTH-SOUTHEAST
 AW4461'OF THE CENTER OF DRIVE-WAY, 4 FEET EAST OF YARD GATE AND IS
 AW4461'UNDER THE YARD FENCE OF HOME.
 AW4461'
 AW4461'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED WOOSLEY 1931
 AW4461'NO 4 1971, SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH
 AW4461'THE GROUND.  IT IS 88 FEET SOUTHWEST OF A FENCE-CORNER,
 AW4461'81 FEET SOUTHEAST OF THE PRESENT CENTER OF FARM ROAD, 11
 AW4461'FEET NORTHEAST OF A HI-LINE POLE AND 1 FOOT NORTHWEST OF THE
 AW4461'FENCE LINE, WHICH IS ON THE NEW ROAD RIGHT-OF-WAY, ALSO
 AW4461'ABOUT 250 FEET SOUTHWEST OF A LARGE GREEN COLOR HOUSE.
 AW4461'
 AW4461'AZIMUTH MARK IS A STANARD DISK, STAMPED WOOSLEY 1931 1971,
 AW4461'SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AW4461'IT IS 180 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A
 AW4461'LARGE BRICK HOME, 130 FEET NORTHEAST OF A BRICK-CURB CISTERN,
 AW4461'82 FEET SOUTHEAST OF THE PRESENT CENTER OF FARM ROAD, 39
 AW4461'FEET NORTHEAST OF THE CENTER OF TRACK ROAD AND 8 FEET NORTHEAST
 AW4461'OF A HI-LINE POLE.
 AW4461'
 AW4461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 AW4461'SW OF BRAZORIA.
 AW4461
 AW4461                          STATION RECOVERY (1971)
 AW4461
 AW4461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW4461'THIS BENCH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION. ABOUT 4.0
 AW4461'MILES SOUTHEAST FROM THE POST OFFICE IN SWEENY, ALONG FARM ROAD 524,
 AW4461'TO FARM ROAD 521, HERE GO NORTHEAST ALONG FARM ROAD 521 FOR 1.1 MILES
 AW4461'TO FARM ON THE LEFT AND MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4466 ***********************************************************************
 AW4466  DESIGNATION -  WOOSLEY AZ RESET 1971
 AW4466  PID         -  AW4466
 AW4466  STATE/COUNTY-  TX/BRAZORIA
 AW4466  USGS QUAD   -  SWEENY (1972)
 AW4466
 AW4466                         *CURRENT SURVEY CONTROL
 AW4466  ___________________________________________________________________
 AW4466* NAD 83(1986)-  29 00 26.     (N)    095 37 50.     (W)     SCALED    
 AW4466* NAVD 88     -         7.04   (+/-2cm)      23.1    (feet)  VERTCON   
 AW4466  ___________________________________________________________________
 AW4466  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW4466
 AW4466  VERT ORDER  -  THIRD (See Below)
 AW4466
 AW4466.The horizontal coordinates were scaled from a topographic map and have
 AW4466.an estimated accuracy of +/- 6 seconds.
 AW4466
 AW4466.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4466.The vertical order pertains to the NGVD 29 superseded value.
 AW4466
 AW4466.The geoid height was determined by GEOID03.
 AW4466
 AW4466;                    North         East    Units  Estimated Accuracy
 AW4466;SPC TXSC     - 4,134,830.      928,210.      MT  (+/- 180 meters Scaled)
 AW4466
 AW4466                          SUPERSEDED SURVEY CONTROL
 AW4466
 AW4466  NGVD 29 (01/29/03)    7.06   (m)           23.2    (f) RESET       3  
 AW4466
 AW4466.Superseded values are not recommended for survey control.
 AW4466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4466.See file dsdata.txt to determine how the superseded data were derived.
 AW4466
 AW4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN437116(NAD 83)
 AW4466_MARKER: DZ = AZIMUTH MARK DISK
 AW4466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4466_STAMPING: WOOSLEY 1931 1971
 AW4466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4466+STABILITY: SURFACE MOTION
 AW4466
 AW4466  HISTORY     - Date     Condition        Report By
 AW4466  HISTORY     - 1971     MONUMENTED       NGS
 AW4466
 AW4466                          STATION DESCRIPTION
 AW4466
 AW4466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AW4466'4.5 MI E FROM SWEENY.
 AW4466'ABOUT 4.0 MILES SOUTHEAST FROM THE POST OFFICE IN SWEENY, ALONG FARM
 AW4466'ROAD 524, TO FARM ROAD 521, HERE GO NORTHEAST ON FARM ROAD 521 FOR 0.9
 AW4466'MILE TO A SIDE ROAD ON THE RIGHT AND MARK ON THE RIGHT, 180 FEET
 AW4466'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A LARGE BRICK HOUSE, 130
 AW4466'FEET NORTHEAST OF BRICK-CURB CISTERN, 82 FEET SOUTHEAST OF THE
 AW4466'CENTER-LINE OF FARM ROAD 521, 39 FEET NORTHEAST OF THE CENTER OF TRACK
 AW4466'ROAD, 8 FEET NORTHEAST OF A HI-LINE POLE, A SQUARE CONCRETE POST THAT
 AW4466'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4463 ***********************************************************************
 AW4463  DESIGNATION -  WOOSLEY RM 2
 AW4463  PID         -  AW4463
 AW4463  STATE/COUNTY-  TX/BRAZORIA
 AW4463  USGS QUAD   -  SWEENY (1972)
 AW4463
 AW4463                         *CURRENT SURVEY CONTROL
 AW4463  ___________________________________________________________________
 AW4463* NAD 83(1986)-  29 00 30.     (N)    095 37 39.     (W)     SCALED    
 AW4463* NAVD 88     -         7.41   (+/-2cm)      24.3    (feet)  VERTCON   
 AW4463  ___________________________________________________________________
 AW4463  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW4463
 AW4463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4463
 AW4463.The horizontal coordinates were scaled from a topographic map and have
 AW4463.an estimated accuracy of +/- 6 seconds.
 AW4463
 AW4463.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4463.The vertical order pertains to the NGVD 29 superseded value.
 AW4463
 AW4463.The geoid height was determined by GEOID03.
 AW4463
 AW4463;                    North         East    Units  Estimated Accuracy
 AW4463;SPC TXSC     - 4,134,960.      928,500.      MT  (+/- 180 meters Scaled)
 AW4463
 AW4463                          SUPERSEDED SURVEY CONTROL
 AW4463
 AW4463  NGVD 29 (??/??/92)    7.436  (m)           24.40   (f) ADJ UNCH    2 0
 AW4463
 AW4463.Superseded values are not recommended for survey control.
 AW4463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4463.See file dsdata.txt to determine how the superseded data were derived.
 AW4463
 AW4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN440117(NAD 83)
 AW4463_MARKER: DR = REFERENCE MARK DISK
 AW4463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4463_STAMPING: WOOSLEY NO 2 1931
 AW4463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4463+STABILITY: SURFACE MOTION
 AW4463
 AW4463  HISTORY     - Date     Condition        Report By
 AW4463  HISTORY     - 1931     MONUMENTED       CGS
 AW4463  HISTORY     - 1971     GOOD             NGS
 AW4463
 AW4463                          STATION DESCRIPTION
 AW4463
 AW4463'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AW4463'0.2 MI SW FROM SWEENY.
 AW4463'0.2 MILE SOUTHWEST OF TRIANGULATION STATION WOOSLEY 49 FEET NORTHEAST
 AW4463'OF THE NORTHEAST CORNER OF A HOUSE ON THE SOUTH SIDE OF THE ROAD, IN
 AW4463'THE NORTHEAST CORNER OF THE YARD, 37 FEET SOUTH OF THE CENTERLINE OF
 AW4463'THE ROAD, 3.3 FEET SOUTH OF A FENCE CORNER, IN THE FENCE LINE, AND
 AW4463'LEVEL WITH THE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED WOOSLEY
 AW4463'NO 2 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AW4463'ABOVE GROUND.
 AW4463
 AW4463                          STATION RECOVERY (1971)
 AW4463
 AW4463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW4463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4464 ***********************************************************************
 AW4464  DESIGNATION -  WOOSLEY RM 3
 AW4464  PID         -  AW4464
 AW4464  STATE/COUNTY-  TX/BRAZORIA
 AW4464  USGS QUAD   -  SWEENY (1972)
 AW4464
 AW4464                         *CURRENT SURVEY CONTROL
 AW4464  ___________________________________________________________________
 AW4464* NAD 83(1986)-  29 00 30.     (N)    095 37 39.     (W)     SCALED    
 AW4464* NAVD 88     -         7.15   (+/-2cm)      23.5    (feet)  VERTCON   
 AW4464  ___________________________________________________________________
 AW4464  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW4464
 AW4464  VERT ORDER  -  THIRD (See Below)
 AW4464
 AW4464.The horizontal coordinates were scaled from a topographic map and have
 AW4464.an estimated accuracy of +/- 6 seconds.
 AW4464
 AW4464.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4464.The vertical order pertains to the NGVD 29 superseded value.
 AW4464
 AW4464.The geoid height was determined by GEOID03.
 AW4464
 AW4464;                    North         East    Units  Estimated Accuracy
 AW4464;SPC TXSC     - 4,134,960.      928,500.      MT  (+/- 180 meters Scaled)
 AW4464
 AW4464                          SUPERSEDED SURVEY CONTROL
 AW4464
 AW4464  NGVD 29 (01/29/03)    7.17   (m)           23.5    (f) RESET       3  
 AW4464
 AW4464.Superseded values are not recommended for survey control.
 AW4464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4464.See file dsdata.txt to determine how the superseded data were derived.
 AW4464
 AW4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN440117(NAD 83)
 AW4464_MARKER: DR = REFERENCE MARK DISK
 AW4464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4464_STAMPING: WOOSLEY NO 3 1931
 AW4464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4464+STABILITY: SURFACE MOTION
 AW4464
 AW4464  HISTORY     - Date     Condition        Report By
 AW4464  HISTORY     - 1953     MONUMENTED       CGS
 AW4464
 AW4464                          STATION DESCRIPTION
 AW4464
 AW4464'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW4464'4.5 MI E FROM SWEENY.
 AW4464'ABOUT 4.0 MILES SOUTHEAST FROM THE POST OFFICE IN SWEENY, ALONG FARM
 AW4464'ROAD 524, TO FARM ROAD 521, HERE GO NORTHEAST ON FARM ROAD 521 FOR 1.1
 AW4464'MILES TO FARM ON THE LEFT, 93 FEET WEST-NORTHWEST OF THE CENTER LINE
 AW4464'OF FARM ROAD 521, 52 FEET WEST OF THE NORTHEAST CORNER OF YARD
 AW4464'FENCE-CORNER, 31 FEET EAST OF THE NORTHEAST CORNER OF HOUSE, 12 FEET
 AW4464'SOUTH-SOUTHEAST OF THE CENTER OF DRIVE-WAY, 4 FEET EAST OF YARD GATE,
 AW4464'IN FENCE-LINE, SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4465 ***********************************************************************
 AW4465  DESIGNATION -  WOOSLEY RM 4
 AW4465  PID         -  AW4465
 AW4465  STATE/COUNTY-  TX/BRAZORIA
 AW4465  USGS QUAD   -  SWEENY (1972)
 AW4465
 AW4465                         *CURRENT SURVEY CONTROL
 AW4465  ___________________________________________________________________
 AW4465* NAD 83(1986)-  29 00 30.     (N)    095 37 39.     (W)     SCALED    
 AW4465* NAVD 88     -         7.04   (+/-2cm)      23.1    (feet)  VERTCON   
 AW4465  ___________________________________________________________________
 AW4465  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW4465
 AW4465  VERT ORDER  -  THIRD (See Below)
 AW4465
 AW4465.The horizontal coordinates were scaled from a topographic map and have
 AW4465.an estimated accuracy of +/- 6 seconds.
 AW4465
 AW4465.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4465.The vertical order pertains to the NGVD 29 superseded value.
 AW4465
 AW4465.The geoid height was determined by GEOID03.
 AW4465
 AW4465;                    North         East    Units  Estimated Accuracy
 AW4465;SPC TXSC     - 4,134,960.      928,500.      MT  (+/- 180 meters Scaled)
 AW4465
 AW4465                          SUPERSEDED SURVEY CONTROL
 AW4465
 AW4465  NGVD 29 (01/29/03)    7.07   (m)           23.2    (f) RESET       3  
 AW4465
 AW4465.Superseded values are not recommended for survey control.
 AW4465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4465.See file dsdata.txt to determine how the superseded data were derived.
 AW4465
 AW4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN440117(NAD 83)
 AW4465_MARKER: DR = REFERENCE MARK DISK
 AW4465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4465_STAMPING: WOOSLEY 1931 NO 4 1971
 AW4465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4465+STABILITY: SURFACE MOTION
 AW4465
 AW4465  HISTORY     - Date     Condition        Report By
 AW4465  HISTORY     - 1971     MONUMENTED       NGS
 AW4465
 AW4465                          STATION DESCRIPTION
 AW4465
 AW4465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AW4465'4.5 MI E FROM SWEENY.
 AW4465'ABOUT 4.0 MILES SOUTHEAST FROM THE POST OFFICE IN SWEENY, ALONG FARM
 AW4465'ROAD 524, TO FARM ROAD 521, HERE GO NORTHEAST ON FARM ROAD 521 FOR 1.1
 AW4465'MILES TO FARM ON THE LEFT AND MARK ON THE RIGHT, ABOUT 250 FEET
 AW4465'SOUTHWEST OF A LARGE GREEN COLOR HOUSE, 88 FEET SOUTHWEST OF A
 AW4465'FENCE-CORNER, 81 FEET SOUTHEAST OF THE CENTER-LINE OF FARM ROAD 521,
 AW4465'11 FEET NORTHEAST OF A HI-LINE POLE, 1 FOOT NORTHWEST OF FENCE-LINE,
 AW4465'WHICH IS ALSO THE NEW ROAD RIGHT-OF-WAY, A SQUARE CONCRETE POST THAT
 AW4465'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6379 ***********************************************************************
 AW6379  DESIGNATION -  WOOSTER 2
 AW6379  PID         -  AW6379
 AW6379  STATE/COUNTY-  TX/HARRIS
 AW6379  USGS QUAD   -  LA PORTE (1982)
 AW6379
 AW6379                         *CURRENT SURVEY CONTROL
 AW6379  ___________________________________________________________________
 AW6379* NAD 83(1993)-  29 44 38.71348(N)    095 03 07.57293(W)     ADJUSTED  
 AW6379* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6379  ___________________________________________________________________
 AW6379  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AW6379  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6379
 AW6379  HORZ ORDER  -  THIRD
 AW6379
 AW6379.The horizontal coordinates were established by classical geodetic methods
 AW6379.and adjusted by the National Geodetic Survey in February 1996..
 AW6379
 AW6379.The orthometric height was scaled from a topographic map.
 AW6379
 AW6379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6379
 AW6379.The geoid height was determined by GEOID03.
 AW6379
 AW6379;                    North         East     Units Scale Factor Converg.
 AW6379;SPC TXSC     - 4,218,208.009   981,776.349   MT  0.99988865   +1 56 02.8
 AW6379;SPC TXSC     -13,839,237.44  3,221,044.57   sFT  0.99988865   +1 56 02.8
 AW6379;UTM  15      - 3,292,192.295   301,551.813   MT  1.00008593   -1 01 06.4
 AW6379
 AW6379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6379!SPC TXSC     -   1.00000411  x   0.99988865  =   0.99989276
 AW6379!UTM  15      -   1.00000411  x   1.00008593  =   1.00009004
 AW6379
 AW6379|---------------------------------------------------------------------|
 AW6379| PID    Reference Object                     Distance      Geod. Az  |
 AW6379|                                                           dddmmss.s |
 AW6379| CV7965 WOOSTER 2 RM 4                       17.358 METERS 00302     |
 AW6379| CV7964 WOOSTER 2 RM 3                       23.656 METERS 08610     |
 AW6379| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 2.8 KM 2830101.7 |
 AW6379| AW6228 HOUSTON SHIP CHAN RANGE Q RLT       APPROX. 2.2 KM 3045334.4 |
 AW6379| AW6234 HOUSTON SHIP CHAN RANGE X EXT       APPROX. 3.9 KM 3073343.9 |
 AW6379| AW6237 HOUSTON SHIP CHAN RANGE W RLT       APPROX. 4.1 KM 3074657.2 |
 AW6379| AW6233 HOUSTON SHIP CHAN RANGE W FLT       APPROX. 3.9 KM 3080640.5 |
 AW6379| AW6229 HOUSTON SHIP CHAN RANGE S FLT       APPROX. 1.9 KM 3142228.3 |
 AW6379| AW6230 HOUSTON SHIP CHAN RANGE U RLT       APPROX. 2.9 KM 3161024.7 |
 AW6379| AW6251 HOUSTON SHIP CHAN RANGE X RLT       APPROX. 1.4 KM 3191207.0 |
 AW6379| AW6236 HOUSTON SHIP CHAN RANGE S RLT       APPROX. 2.4 KM 3212329.0 |
 AW6379|---------------------------------------------------------------------|
 AW6379
 AW6379                          SUPERSEDED SURVEY CONTROL
 AW6379
 AW6379  NAD 83(1986)-  29 44 38.72916(N)    095 03 07.55403(W) AD(       ) 3
 AW6379  NAD 27      -  29 44 37.90874(N)    095 03 06.80673(W) AD(       ) 3
 AW6379
 AW6379.Superseded values are not recommended for survey control.
 AW6379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6379.See file dsdata.txt to determine how the superseded data were derived.
 AW6379
 AW6379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0155292192(NAD 83)
 AW6379_MARKER: DS = TRIANGULATION STATION DISK
 AW6379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6379
 AW6379  HISTORY     - Date     Condition        Report By
 AW6379  HISTORY     - 1955     MONUMENTED       CGS
 AW6379  HISTORY     - 19980114 GOOD             USPSQD
 AW6379
 AW6379                          STATION DESCRIPTION
 AW6379
 AW6379'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6379'LOCATED 2.5 MI. NW OF BAYTOWN.  TO REACH FROM THE POST OFFICE
 AW6379'IN BAYTOWN, GO W ON MARKET STREET ROAD FOR 0.2 MI. TO A
 AW6379'CAUTION LIGHT AT A SHARP CURVE, TURN RIGHT AND FOLLOW MARKET
 AW6379'STREET ROAD FOR 2.0 MI. TO A SHARP CURVE RIGHT AND A BLACK-TOP
 AW6379'ROAD STRAIGHT AHEAD, LEAVE MARKET STREET ROAD AND TAKE THE
 AW6379'BLACK-TOP ROAD FOR 0.55 MI. TO A CROSSROADS (MAPLETON STREET), TURN
 AW6379'LEFT AND FOLLOW MAPLETON STREET FOR 0.55 MI. TO THE END
 AW6379'OF THE BLACK TOP AND A SHELL DRIVE STRAIGHT AHEAD,
 AW6379'CONTINUE ON THE SHELL DRIVE FOR 200 FT. TO A TRACK ROAD
 AW6379'LEFT, TURN LEFT AND FOLLOW THE TRACK ROAD FOR 300 FT. TO
 AW6379'A SHARP CURVE RIGHT, TURN RIGHT AROUND THE CURVE AND PASS
 AW6379'THROUGH A WIRE GATE FOR 150 FT. TO THE STATION.
 AW6379'
 AW6379'STATION IS ON A NARROW POINT BETWEEN CRYSTAL BAY AND SCOTT
 AW6379'BAY, 45 FT. NE OF THE E BANK OF CRYSTAL BAY, 48 FT. SW OF
 AW6379'THE TRACK ROAD, AND 72 FT. S OF THE S END OF A SMALL TIN
 AW6379'BUILDING.  A STANDARD DISK, STAMPED WOOSTER 2 1955 AND SET
 AW6379'IN THE TOP OF AN 8-IN. CONCRETE TILE PROJECTING 1 IN.
 AW6379'
 AW6379'THERE IS NO UNDERGROUND STATION MARK.
 AW6379'
 AW6379'REFERENCE MARK 3 IS 18 FT. E OF THE TRACK ROAD, 30 FT. W OF
 AW6379'THE W BANK OF SCOTT BAY, AND 3 FT. NW OF A CLUMP OF OAK BUSHES.
 AW6379'A STANDARD DISK, STAMPED WOOSTER 2 NO 3 1955 AND SET IN THE
 AW6379'TOP OF A 10-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 AW6379'
 AW6379'REFERENCE MARK 4 IS 50 FT. NE OF THE BANK OF CRYSTAL BAY,
 AW6379'AND 18 FT. SE OF THE SE CORNER OF THE SMALL TIN BUILDING.
 AW6379'A STANDARD DISK, STAMPED WOOSTER 2 NO 4 1955 AND SET IN THE
 AW6379'TOP OF A 10-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AW6379'GROUND.
 AW6379'
 AW6379'SAN JACINTO BATTLEFIELD MONUMENT, APPROXIMATELY 3 MI. NW
 AW6379'OF THE STATION, WAS OBSERVED ON FOR AN AZIMUTH MARK.
 AW6379'
 AW6379'HEIGHT OF LIGHT ABOVE STATION MARK - 5 M.
 AW6379
 AW6379                          STATION RECOVERY (1998)
 AW6379
 AW6379'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0530 ***********************************************************************
 BO0530  DESIGNATION -  WORD
 BO0530  PID         -  BO0530
 BO0530  STATE/COUNTY-  TX/VAL VERDE
 BO0530  USGS QUAD   -  DEATON DRAW (1970)
 BO0530
 BO0530                         *CURRENT SURVEY CONTROL
 BO0530  ___________________________________________________________________
 BO0530* NAD 83(1993)-  30 02 55.51485(N)    101 01 28.64863(W)     ADJUSTED  
 BO0530* NAVD 88     -       650.     (meters)    2133.     (feet)  SCALED    
 BO0530  ___________________________________________________________________
 BO0530  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 BO0530  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BO0530
 BO0530  HORZ ORDER  -  SECOND
 BO0530
 BO0530.The horizontal coordinates were established by classical geodetic methods
 BO0530.and adjusted by the National Geodetic Survey in February 1996..
 BO0530
 BO0530.The orthometric height was scaled from a topographic map.
 BO0530
 BO0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0530
 BO0530.The geoid height was determined by GEOID03.
 BO0530
 BO0530;                    North         East     Units Scale Factor Converg.
 BO0530;SPC TXSC     - 4,247,223.150   404,768.399   MT  0.99994066   -0 59 30.8
 BO0530;SPC TXSC     -13,934,431.28  1,327,977.66   sFT  0.99994066   -0 59 30.8
 BO0530;UTM  14      - 3,325,915.092   304,804.760   MT  1.00007010   -1 00 50.8
 BO0530
 BO0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0530!SPC TXSC     -   0.99990153  x   0.99994066  =   0.99984219
 BO0530!UTM  14      -   0.99990153  x   1.00007010  =   0.99997162
 BO0530
 BO0530|---------------------------------------------------------------------|
 BO0530| PID    Reference Object                     Distance      Geod. Az  |
 BO0530|                                                           dddmmss.s |
 BO0530| CH9974 WORD RM 1                             8.102 METERS 03444     |
 BO0530| CH9973 WORD AZ MK                                         1132754.2 |
 BO0530| CH9975 WORD RM 2                             9.373 METERS 28107     |
 BO0530|---------------------------------------------------------------------|
 BO0530
 BO0530                          SUPERSEDED SURVEY CONTROL
 BO0530
 BO0530  NAD 83(1986)-  30 02 55.50641(N)    101 01 28.63997(W) AD(       ) 2
 BO0530  NAD 27      -  30 02 54.78300(N)    101 01 27.26600(W) AD(       ) 2
 BO0530
 BO0530.Superseded values are not recommended for survey control.
 BO0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0530.See file dsdata.txt to determine how the superseded data were derived.
 BO0530
 BO0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU0480525915(NAD 83)
 BO0530_MARKER: DS = TRIANGULATION STATION DISK
 BO0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0530
 BO0530  HISTORY     - Date     Condition        Report By
 BO0530  HISTORY     - 1918     MONUMENTED       CGS
 BO0530  HISTORY     - 1943     GOOD             CGS
 BO0530  HISTORY     - 1970     GOOD             USGS
 BO0530
 BO0530                          STATION DESCRIPTION
 BO0530
 BO0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 BO0530'ABOUT 33 MILES E OF N FROM COMSTOCK, 6 MILES E OF N FROM THE
 BO0530'LOWER WORD RANCH, AND 4 MILES S FROM MARTINS RANCH WHICH IS NEAR
 BO0530'JUNO.  THE STATION IS PROBABLY MARKED WITH A BRONZE DISK STATION
 BO0530'MARK.  ELEVATION OF STATION, 649 METERS
 BO0530'(2,129 FEET).
 BO0530
 BO0530                          STATION RECOVERY (1943)
 BO0530
 BO0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0530'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED,
 BO0530'AND FOUND TO BE IN GOOD CONDITION.  A NEW REFERENCE MARK AND AN
 BO0530'AZIMUTH MARK WERE ESTABLISHED.  A MORE DETAILED DESCRIPTION FOR
 BO0530'REACHING THE STATION IS GIVEN BELOW.
 BO0530'
 BO0530'LOCATED 45 MILES S OF OZONA.  7 MILES SE OF JUNO.  5 MILES E
 BO0530'OF HIGHWAY 163.  4.5 MILES S BY W OF THE HIGH LONESOME RANCH
 BO0530'HEADQUARTERS.  ABOUT 75 YARDS EAST OF A N-S FENCE LINE, ON THE E
 BO0530'END OF A CACTUS-COVERED KNOLL, ON A LONG N-S RIDGE.
 BO0530'
 BO0530'STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 BO0530'BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED WORD 1918.
 BO0530'
 BO0530'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BO0530'IN BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED WORD NO. 1
 BO0530'1918.
 BO0530'
 BO0530'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BO0530'IN BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED WORD NO. 2
 BO0530'1943.
 BO0530'
 BO0530'THE AZIMUTH MARK IS A BRONZE AZIMUTH-MARK DISK CEMENTED IN A
 BO0530'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS LOCATED ON
 BO0530'THE TOP OF THE NEXT RIDGE E OF THE STATION.  IT IS STAMPED WORD
 BO0530'1943.
 BO0530'
 BO0530'REACHED FROM OZONA BY GOING S ON HIGHWAY 163 TOWARDS COMSTOCK
 BO0530'FOR 42 MILES TO THE INTERSECTION WITH THE SONORA-JUNO ROAD.  THIS
 BO0530'INTERSECTION IS 3 MILES N OF JUNO, SIGN READS SONORA 44, OZONA
 BO0530'42.  TURN LEFT AND GO EASTERLY TOWARDS SONORA ON THE MAIN-TRAVELED
 BO0530'ROAD FOR 6.1 MILES.  THENCE TURN RIGHT AND FOLLOW A TRACK ROAD
 BO0530'SOUTHERLY FOR 0.5 MILE TO A FORKS.  THENCE RIGHT FORK SW AND
 BO0530'S FOR 1.8 MILES TO A RED BOARD GATE.  PASS THROUGH THE GATE AND
 BO0530'CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 1.0 MILE TO A GATE.
 BO0530'PASS THROUGH GATE AND CONTINUE SOUTHERLY FOR 0.5 MILE TO A
 BO0530'GATE AT CUMMINGS RANCH HOUSE ON THE LEFT.  PASS THROUGH GATE AND
 BO0530'CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 1.6 MILES TO A GATE AND
 BO0530'A LONE WINDMILL ON THE RIGHT.  PASS THROUGH GATE AND CONTINUE
 BO0530'SOUTHERLY FOR 2.3 MILES TO THE HIGH LONESOME RANCH
 BO0530'HEADQUARTERS.  HERE TAKE RIGHT FORK WESTERLY ALONG FENCE FOR 0.2
 BO0530'MILE TO A GATE.  PASS THROUGH THE GATE TURN LEFT ON DIM
 BO0530'TRACK ROAD SOUTHERLY FOR 0.1 MILE TO A GATE.  PASS THROUGH
 BO0530'THE GATE AND CONTINUE SOUTHWESTERLY ON THE VERY DIM AND ROCKY
 BO0530'TRACK ROAD FOR 1.5 MILES TO AN IRON GATE.  PASS THROUGH THE
 BO0530'GATE AND CONTINUE SOUTHWESTERLY DOWN A DRAW FOR 2.3 MILES TO
 BO0530'A SHACK ON RIGHT AND A WINDMILL.  PASS ALONG CORRALL AND
 BO0530'CONTINUE SOUTHERLY ON THE DIM TRACK ROAD FOR 1.4 MILES TO A
 BO0530'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 0.2 MILE.
 BO0530'THENCE MAIN RIGHT FORK SOUTHERLY FOR 0.4 MILE TO A FORKS.
 BO0530'THENCE LESSER TRAVELED LEFT FORK EASTERLY AND SOUTHERLY FOR 0.6
 BO0530'MILE TO THE TOP OF A RIDGE.  PASS W OF A BOARD GATE AND
 BO0530'CONTINUE SOUTHERLY ALONG THE W SIDE OF A FENCE LINE FOR 0.3
 BO0530'MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH THE WIRE
 BO0530'GATE AND CONTINUE SOUTHERLY CROSS COUNTRY ALONG THE FENCE FOR 0.4
 BO0530'MILE TO THE TOP OF THE KNOLL AND STATION.
 BO0530
 BO0530                          STATION RECOVERY (1970)
 BO0530
 BO0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WC)
 BO0530'REVISED DESCRIPTION--TO REACH STATION FROM THE POST OFFICE AT JUNO.
 BO0530'GO N. 1.65 MI. ALONG STATE HIGHWAY 163 TO FM 189, TURN EAST AND
 BO0530'GO 6.35 MI. ALONG FM 189 TO A ROAD RIGHT, TURN RIGHT AND GO 0.4
 BO0530'MI TO A FORK, TURN RIGHT AND GO 1.9 MI. TO A WOODEN GATE, PASS
 BO0530'THRU. GATE AND FOLLOW MAIN ROAD 4.85 MI., CROSSING FOUR CATTLE
 BO0530'GUARDS, TO THE HIGH LONESOME RANCH HDQTS., GO S. 0.65 MI. TO A
 BO0530'FORK, TURN RIGHT AND GO 0.4 MI. TO A FORK, TURN RIGHT PASSING
 BO0530'THRU. METAL GATE AND GO 1.7 MI. TO A METAL GATE AT PENS AND
 BO0530'WINDMILL, PASS THRU. GATE AND PENS AND GO N. AND W. 1.55 MI.
 BO0530'TO A DRAIN BOTTOM, TURN LEFT ALONG DIM ROAD AND GO 1.25 MI. SW
 BO0530'TO A WIRE GATE, PASS THRU. GATE AND FOLLOW DIM ROAD 0.25 MI. INTO
 BO0530'DRAIN TO TRACK ROAD ON S. SIDE OF DRAIN, TURN RIGHT UP HILL
 BO0530'0.2 MI. TO A GATE IN FENCE, TURN LEFT ON DIM ROAD E. OF FENCE
 BO0530'AND GO 0.5 MI.  S. TO A BEND IN ROAD, LEAVE ROAD AND GO 0.15 MI.
 BO0530'S. TO TOP OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1050 ***********************************************************************
 GK1050  DESIGNATION -  WORD
 GK1050  PID         -  GK1050
 GK1050  STATE/COUNTY-  TX/OCHILTREE
 GK1050  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK1050
 GK1050                         *CURRENT SURVEY CONTROL
 GK1050  ___________________________________________________________________
 GK1050* NAD 83(1993)-  36 09 31.68028(N)    100 52 28.62542(W)     ADJUSTED  
 GK1050* NAVD 88     -       917.     (meters)    3009.     (feet)  SCALED    
 GK1050  ___________________________________________________________________
 GK1050  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 GK1050  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GK1050
 GK1050  HORZ ORDER  -  FIRST
 GK1050
 GK1050.The horizontal coordinates were established by classical geodetic methods
 GK1050.and adjusted by the National Geodetic Survey in February 1996..
 GK1050
 GK1050.The orthometric height was scaled from a topographic map.
 GK1050
 GK1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1050
 GK1050.The geoid height was determined by GEOID03.
 GK1050
 GK1050;                    North         East     Units Scale Factor Converg.
 GK1050;SPC TX N     - 1,239,676.594   256,272.777   MT  0.99999437   +0 21 44.8
 GK1050;SPC TX N     - 4,067,172.29    840,788.27   sFT  0.99999437   +0 21 44.8
 GK1050;UTM  14      - 4,003,189.891   331,375.277   MT  0.99995036   -1 06 22.8
 GK1050
 GK1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1050!SPC TX N     -   0.99986034  x   0.99999437  =   0.99985471
 GK1050!UTM  14      -   0.99986034  x   0.99995036  =   0.99981071
 GK1050
 GK1050:                Primary Azimuth Mark                     Grid Az
 GK1050:SPC TX N     -  WORD AZ MK                               001 03 16.7
 GK1050:UTM  14      -  WORD AZ MK                               002 31 24.3
 GK1050
 GK1050|---------------------------------------------------------------------|
 GK1050| PID    Reference Object                     Distance      Geod. Az  |
 GK1050|                                                           dddmmss.s |
 GK1050| CL3661 WORD AZ MK                                         0012501.5 |
 GK1050| CL3662 WORD RM 1                            26.528 METERS 00541     |
 GK1050| CL3663 WORD RM 2                            24.856 METERS 26148     |
 GK1050|---------------------------------------------------------------------|
 GK1050
 GK1050                          SUPERSEDED SURVEY CONTROL
 GK1050
 GK1050  NAD 83(1993)-  36 09 31.68064(N)    100 52 28.62548(W) AD(       ) 1
 GK1050  NAD 83(1986)-  36 09 31.68688(N)    100 52 28.61302(W) AD(       ) 1
 GK1050  NAD 27      -  36 09 31.56000(N)    100 52 27.07400(W) AD(       ) 1
 GK1050
 GK1050.Superseded values are not recommended for survey control.
 GK1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1050.See file dsdata.txt to determine how the superseded data were derived.
 GK1050
 GK1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3137503190(NAD 83)
 GK1050_MARKER: DS = TRIANGULATION STATION DISK
 GK1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1050
 GK1050  HISTORY     - Date     Condition        Report By
 GK1050  HISTORY     - 1952     MONUMENTED       CGS
 GK1050  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK1050
 GK1050                          STATION DESCRIPTION
 GK1050
 GK1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1050'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A CULTIVATED
 GK1050'FIELD.  IT IS ABOUT 16 MILES AIRLINE SOUTH-SOUTHWEST OF
 GK1050'PERRYTON, ABOUT 14 MILES AIRLINE SOUTH OF LORD, AND ABOUT
 GK1050'16 MILES AIRLINE EAST-SOUTHEAST OF SPEARMAN.
 GK1050'
 GK1050'THE STATION IS 35-1/2 FEET WEST OF THE CENTER LINE OF THE
 GK1050'ROAD, 12 FEET NORTH OF THE EAST-WEST FENCE, AND 9-1/2 FEET
 GK1050'WEST OF THE NORTH-SOUTH FENCE.  IT IS A STANDARD DISK SET
 GK1050'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 GK1050'3 INCHES.  THE DISK IS STAMPED--WORD 1952.
 GK1050'
 GK1050'REFERENCE MARK NUMBER ONE IS 27 FEET WEST OF THE CENTER LINE
 GK1050'OF THE ROAD, 1 FOOT WEST OF THE FENCE, AND ABOUT THE SAME
 GK1050'ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN
 GK1050'THE TOP OF A ROUND CONCRETE POST THAT IS 10-INCHES IN DIAMETER
 GK1050'AND PROJECTS 6 INCHES.  THE DISK IS STAMPED--WORD NO 1 1952.
 GK1050'
 GK1050'REFERENCE MARK NUMBER TWO IS 1-1/2 FEET NORTH OF THE WIRE
 GK1050'FENCE, BETWEEN TWO CULTIVATED FIELDS, AND ABOUT THE SAME
 GK1050'ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE
 GK1050'TOP OF A ROUND CONCRETE POST THAT IS 10-INCHES IN DIAMETER
 GK1050'AND PROJECTS 6 INCHES.  THE DISK IS STAMPED--WORD NO 2 1952.
 GK1050'
 GK1050'THE AZIMUTH MARK IS IN THE NORTH-SOUTH FENCE LINE, 25 FEET
 GK1050'EAST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTH OF THE
 GK1050'SOUTH GATE POST, AND ABOUT 300 YARDS EAST OF SOME OLD FARM
 GK1050'BUILDINGS.  IT IS A STANDARD DISK SET IN THE TOP OF A ROUND
 GK1050'CONCRETE POST THAT IS 10-INCHES IN DIAMETER AND PROJECTS 8
 GK1050'INCHES.  THE DISK IS STAMPED--WORD 1952.  TO REACH THE MARK FROM
 GK1050'THE STATION GO NORTH ON THE ROAD FOR 0.5 MILE TO THE MARK
 GK1050'ON THE RIGHT.
 GK1050'
 GK1050'TO REACH THE STATION FROM THE OCHILTREE COUNTY COURT HOUSE
 GK1050'IN PERRYTON GO SOUTH ON U.S. HIGHWAY 83 FOR 6.0 MILES TO
 GK1050'STATE HIGHWAY 70.  TURN RIGHT, SOUTHWEST, AND FOLLOW STATE
 GK1050'HIGHWAY 70 FOR 8.0 MILES TO A CROSS ROAD.  TURN RIGHT, WEST,
 GK1050'AS PER SIGN SPEARMAN AND GO 2.9 MILES TO A T-ROAD LEFT.  TURN
 GK1050'LEFT, SOUTH, AND GO 1.95 MILES TO THE STATION ON THE RIGHT.
 GK1050'
 GK1050'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 GK1050
 GK1050                          STATION RECOVERY (1973)
 GK1050
 GK1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SJS)
 GK1050'STATION DESTROYED (FOUND LYING ON ITS SIDE OUT OF THE GROUND)
 GK1050'
 GK1050'R.M. 1 BASE FOUND BUT TOP WAS BROKEN OFF
 GK1050'
 GK1050'R.M. 2 FOUND AS DESCRIBED
 GK1050'
 GK1050'AZIMUTH MARK SEARCHED FOR NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0545 ***********************************************************************
 BO0545  DESIGNATION -  WORLD
 BO0545  PID         -  BO0545
 BO0545  STATE/COUNTY-  TX/CROCKETT
 BO0545  USGS QUAD   -  OWENS CREEK NE (1967)
 BO0545
 BO0545                         *CURRENT SURVEY CONTROL
 BO0545  ___________________________________________________________________
 BO0545* NAD 83(1993)-  30 58 16.62638(N)    101 37 17.43284(W)     ADJUSTED  
 BO0545* NAVD 88     -       873.     (meters)    2864.     (feet)  SCALED    
 BO0545  ___________________________________________________________________
 BO0545  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BO0545  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 BO0545
 BO0545  HORZ ORDER  -  SECOND
 BO0545
 BO0545.The horizontal coordinates were established by classical geodetic methods
 BO0545.and adjusted by the National Geodetic Survey in February 1996..
 BO0545
 BO0545.The orthometric height was scaled from a topographic map.
 BO0545
 BO0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0545
 BO0545.The geoid height was determined by GEOID03.
 BO0545
 BO0545;                    North         East     Units Scale Factor Converg.
 BO0545;SPC TX C     - 3,145,335.818   576,954.158   MT  0.99988188   -0 39 48.6
 BO0545;SPC TX C     -10,319,322.60  1,892,890.43   sFT  0.99988188   -0 39 48.6
 BO0545;UTM  14      - 3,429,368.557   249,618.496   MT  1.00037338   -1 20 59.1
 BO0545
 BO0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0545!SPC TX C     -   0.99986662  x   0.99988188  =   0.99974852
 BO0545!UTM  14      -   0.99986662  x   1.00037338  =   1.00023995
 BO0545
 BO0545|---------------------------------------------------------------------|
 BO0545| PID    Reference Object                     Distance      Geod. Az  |
 BO0545|                                                           dddmmss.s |
 BO0545| CH9977 WORLD RM 1                           17.838 METERS 03519     |
 BO0545| BO0546 WINDMILL NORTH OF STA CROCKETT      APPROX. 6.4 KM 1292719.7 |
 BO0545| CH9978 WORLD RM 2                           19.520 METERS 14008     |
 BO0545| BO0550 WINDMILL SW OF STA WORLD            APPROX. 2.2 KM 2140112.7 |
 BO0545| BO0549 WINDMILL NW OF STA WORLD            APPROX. 2.0 KM 3083053.5 |
 BO0545| CH9976 WORLD AZ MK                                        3315543.8 |
 BO0545| CB0972 HUMBLE OIL REFINERY WATER TK        APPROX.19.3 KM 3501542.5 |
 BO0545|---------------------------------------------------------------------|
 BO0545
 BO0545                          SUPERSEDED SURVEY CONTROL
 BO0545
 BO0545  NAD 83(1986)-  30 58 16.63736(N)    101 37 17.41914(W) AD(       ) 2
 BO0545  NAD 27      -  30 58 16.05900(N)    101 37 15.98800(W) AD(       ) 2
 BO0545
 BO0545.Superseded values are not recommended for survey control.
 BO0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0545.See file dsdata.txt to determine how the superseded data were derived.
 BO0545
 BO0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV4961829369(NAD 83)
 BO0545_MARKER: DS = TRIANGULATION STATION DISK
 BO0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0545
 BO0545  HISTORY     - Date     Condition        Report By
 BO0545  HISTORY     - 1943     MONUMENTED       CGS
 BO0545
 BO0545                          STATION DESCRIPTION
 BO0545
 BO0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0545'STATION IS LOCATED 19 MILES, AIRLINE DISTANCE, SOUTH-SOUTHWEST
 BO0545'OF BIG LAKE, AND 26 MILES, AIRLINE DISTANCE, SOUTHEAST OF RANKIN,
 BO0545'AND 24 MILES, AIRLINE DISTANCE, NORTH-NORTHEAST OF SHEFFIELD.
 BO0545'
 BO0545'TO REACH FROM RANKIN, GO EAST ON U.S. 67 FROM THE STOP LIGHT FOR
 BO0545'18.5 TO A CONOCO SERVICE STATION ON THE RIGHT, IN THE VILLAGE OF
 BO0545'BEST.  CONTINUE EAST ON U.S. 67 FOR 5.1 MILES TO A GRAVEL T ROAD
 BO0545'RIGHT AT SIGN HUMBLE PIPE LINE CO.  (THIS ROAD IS 4.2 MILES WEST
 BO0545'OF THE STOP LIGHT IN BIG LAKE ON U.S. 67.) TURN SOUTH AND GO
 BO0545'0.85 MILES TO A T INTERSECTION JUST BEYOND THE RAILROAD.  TURN
 BO0545'RIGHT AND GO 1.1 MILES TO A T ROAD SOUTH.  TURN SOUTH AS PER
 BO0545'SIGN HARRIS RANCH 18 MILES AND FOLLOW MAIN ROAD SOUTHERLY FOR
 BO0545'11.5 MILES TO A CATTLE GUARD AT THE ENTRANCE TO THE POWELL
 BO0545'OIL FIELD.  CROSS GUARD AND TAKE RIGHT FORK JUST BEYOND
 BO0545'AND FOLLOW MAIN ROAD FOR 0.5 MILE TO A CATTLE GUARD.  CROSS GUARD
 BO0545'AND CONTINUE FOR 1.5 MILES TO ANOTHER CATTLE GUARD WITH THE
 BO0545'NAME FRANK HARRIS ON THE LEFT SIDE OF THE GUARD.  CROSS GUARD
 BO0545'AND CONTINUE ON MAIN ROAD FOR 0.95 MILES TO A PLACE WHERE MAIN
 BO0545'ROAD CURVES TO THE RIGHT AND A RANCH ROAD COMES IN FROM THE
 BO0545'LEFT.  TURN SHARP LEFT AND FOLLOW RANCH ROAD FOR 0.65 MILE TO
 BO0545'A WOODEN GATE.  GO THROUGH GATE AND TAKE RIGHT FORK ON RANCH
 BO0545'ROAD SOUTHWEST ACROSS THE PASTURE.  (THE OTHER FORK GOES
 BO0545'LEFT AND FOLLOWS ALONG THE FENCE).  GO SOUTHWEST ACROSS THE
 BO0545'PASTURE ON RANCH ROAD FOR 1.1 MILES.  A ROAD COMES IN FROM THE
 BO0545'LEFT AT THIS POINT.  THIS IS JUST BEFORE THE ROAD STARTS DOWN
 BO0545'INTO THE VALLEY AND JUST BEFORE MAKING A RIGHT CURVE IN
 BO0545'ROAD.  TAKE SHARP LEFT FOR 75 YARDS TO FORKS.  THEN TAKE RIGHT
 BO0545'FORK FOR 0.55 MILE TO A WOODEN GATE.  GO THROUGH GATE AND
 BO0545'CONTINUE SOUTH FOR 0.65 MILE.  THIS IS JUST AFTER PASSING
 BO0545'UNDER A LOW TELEPHONE LINE.  TURN LEFT AT THIS POINT, NO ROAD OR
 BO0545'TRAIL, AND FOLLOW ALONG TELEPHONE LINE FOR 0.35 MILE TO CENTER OF
 BO0545'SOUTH END OF DRY LAKE BED.  CONTINUE ALONG TELEPHONE LINE FOR
 BO0545'0.1 MILE TO THIRD TELEPHONE POLE EAST OF LAKE BED.  AT THIS
 BO0545'POINT TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 115 PACES TO TOP OF
 BO0545'KNOLL AND STATION.
 BO0545'
 BO0545'STATION IS LOCATED ABOUT 750 FEET SOUTHEAST OF THE CENTER OF
 BO0545'THE SOUTH END OF A DRY LAKE BED.  ON THE HIGHEST POINT OF A
 BO0545'PROMINENT KNOLL SOUTH OF THE DRY LAKE BED.  STATION IS A STANDARD
 BO0545'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK OF CEMENT
 BO0545'STAMPED WORLD 1943.
 BO0545'
 BO0545'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND IS SET
 BO0545'IN THE TOP OF A 10 INCH SQUARE BLOCK OF CEMENT.  A STANDARD
 BO0545'BRONZE DISK STAMPED WORLD NO 1 1943.
 BO0545'
 BO0545'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND IS A STANDARD
 BO0545'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK OF
 BO0545'CEMENT AND STAMPED WORLD NO. 2 1943.
 BO0545'
 BO0545'AZIMUTH MARK IS 1.25 MILES NORTH-NORTHWEST OF THE STATION BY
 BO0545'TRUCK TRAVEL, AND IS 1.4 MILES ALONG RANCH ROAD FROM FIRST
 BO0545'WOODEN GATE MENTIONED IN THE STATION DESCRIPTION, AND IS 26
 BO0545'FEET WEST OF THE CENTERLINE OF RANCH ROAD.  5 FEET SOUTHEAST
 BO0545'OF A WHITE WITNESS POST.  A STANDARD BRONZE DISK SET IN THE
 BO0545'TOP OF A 10 INCH SQUARE BLOCK OF CEMENT, STAMPED WORLD 1943 AND
 BO0545'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2061 ***********************************************************************
 FL2061  DESIGNATION -  WORLEY
 FL2061  PID         -  FL2061
 FL2061  STATE/COUNTY-  TX/ROBERTS
 FL2061  USGS QUAD   -  DRY CREEK SOUTH (1971)
 FL2061
 FL2061                         *CURRENT SURVEY CONTROL
 FL2061  ___________________________________________________________________
 FL2061* NAD 83(1993)-  35 46 13.14944(N)    100 55 31.50708(W)     ADJUSTED  
 FL2061* NAVD 88     -       941.     (meters)    3087.     (feet)  SCALED    
 FL2061  ___________________________________________________________________
 FL2061  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FL2061  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FL2061
 FL2061  HORZ ORDER  -  FIRST
 FL2061
 FL2061.The horizontal coordinates were established by classical geodetic methods
 FL2061.and adjusted by the National Geodetic Survey in February 1996..
 FL2061
 FL2061.The orthometric height was scaled from a topographic map.
 FL2061
 FL2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2061
 FL2061.The geoid height was determined by GEOID03.
 FL2061
 FL2061;                    North         East     Units Scale Factor Converg.
 FL2061;SPC TX N     - 1,196,546.197   251,952.236   MT  0.99992973   +0 19 58.8
 FL2061;SPC TX N     - 3,925,668.65    826,613.29   sFT  0.99992973   +0 19 58.8
 FL2061;UTM  14      - 3,960,183.787   325,954.339   MT  0.99997328   -1 07 32.7
 FL2061
 FL2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2061!SPC TX N     -   0.99985652  x   0.99992973  =   0.99978626
 FL2061!UTM  14      -   0.99985652  x   0.99997328  =   0.99982981
 FL2061
 FL2061|---------------------------------------------------------------------|
 FL2061| PID    Reference Object                     Distance      Geod. Az  |
 FL2061|                                                           dddmmss.s |
 FL2061| CL3665 WORLEY RM 1                          21.488 METERS 03744     |
 FL2061| CL3666 WORLEY RM 2                          21.326 METERS 15437     |
 FL2061| CL3664 WORLEY AZ MK                                       3165846.9 |
 FL2061|---------------------------------------------------------------------|
 FL2061
 FL2061                          SUPERSEDED SURVEY CONTROL
 FL2061
 FL2061  NAD 83(1993)-  35 46 13.15022(N)    100 55 31.50630(W) AD(       ) 1
 FL2061  NAD 83(1986)-  35 46 13.15577(N)    100 55 31.49555(W) AD(       ) 1
 FL2061  NAD 27      -  35 46 13.00500(N)    100 55 29.96400(W) AD(       ) 1
 FL2061
 FL2061.Superseded values are not recommended for survey control.
 FL2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2061.See file dsdata.txt to determine how the superseded data were derived.
 FL2061
 FL2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2595460184(NAD 83)
 FL2061_MARKER: DS = TRIANGULATION STATION DISK
 FL2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2061
 FL2061  HISTORY     - Date     Condition        Report By
 FL2061  HISTORY     - 1951     MONUMENTED       CGS
 FL2061
 FL2061                          STATION DESCRIPTION
 FL2061
 FL2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2061'THE STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHEAST OF PAMPA,
 FL2061'12-1/2 MILES SOUTH OF THE CANADIAN RIVER, 9 MILES EAST OF THE
 FL2061'HUTCHINSON-ROBERTS COUNTY LINE, 0.2 MILE EAST OF STATE ROUTE
 FL2061'70, 5 FEET NORTH OF A WITNESS POST, AND IN AN OPEN PASTURE
 FL2061'ON LAND OPERATED BY JOHN HANKIN AND FRANK CARTER.
 FL2061'
 FL2061'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 152
 FL2061'AND 70 AT THE NORTHWEST EDGE OF PAMPA.  GO NORTHERLY ON
 FL2061'STATE ROUTE 70 FOR 16.7 MILES TO THE AZIMUTH MARK ON THE
 FL2061'LEFT, AND A GATE ON THE RIGHT.  TURN RIGHT THROUGH THE GATE
 FL2061'AND FOLLOW TRACK ROAD EAST FOR 0.2 MILE TO A ROAD FORK, TAKE
 FL2061'THE RIGHT FORK AND FOLLOW TRACK ROAD SOUTHERLY FOR 0.2 MILE
 FL2061'TO THE STATION.
 FL2061'
 FL2061'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL2061'POSTS.
 FL2061'
 FL2061'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 FL2061'WORLEY 1951.
 FL2061'
 FL2061'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION
 FL2061'MARK.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 FL2061'WORLEY NO 1 1951.
 FL2061'
 FL2061'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION
 FL2061'MARK.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 FL2061'WORLEY NO 2 1951.
 FL2061'
 FL2061'THE AZIMUTH MARK IS 58 FEET WEST OF THE APPROXIMATE CENTER
 FL2061'OF STATE ROUTE 70, 16 FEET NORTH OF A GATE, 3 FEET NORTH
 FL2061'OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE LINE.  THE
 FL2061'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED WORLEY 1951.
 FL2061'
 FL2061'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1453 ***********************************************************************
 GL1453  DESIGNATION -  WORSHAM
 GL1453  PID         -  GL1453
 GL1453  STATE/COUNTY-  TX/DALLAM
 GL1453  USGS QUAD   -  TEXLINE NORTH (1970)
 GL1453
 GL1453                         *CURRENT SURVEY CONTROL
 GL1453  ___________________________________________________________________
 GL1453* NAD 83(1993)-  36 26 59.33583(N)    103 00 21.78235(W)     ADJUSTED  
 GL1453* NAVD 88     -      1443.9    (meters)    4737.     (feet)  VERTCON   
 GL1453  ___________________________________________________________________
 GL1453  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 GL1453  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 GL1453
 GL1453  HORZ ORDER  -  FIRST
 GL1453
 GL1453.The horizontal coordinates were established by classical geodetic methods
 GL1453.and adjusted by the National Geodetic Survey in February 1996..
 GL1453
 GL1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1453
 GL1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1453
 GL1453.The geoid height was determined by GEOID03.
 GL1453
 GL1453;                    North         East     Units Scale Factor Converg.
 GL1453;SPC TX N     - 1,272,820.489    64,979.604   MT  1.00007305   -0 52 22.1
 GL1453;SPC TX N     - 4,175,911.89    213,187.25   sFT  1.00007305   -0 52 22.1
 GL1453;SPC OK N     -   172,430.163   151,431.061   MT  0.99995751   -2 57 15.5
 GL1453;SPC OK N     -   565,714.63    496,820.07   sFT  0.99995751   -2 57 15.5
 GL1453;SPC NM E     -   605,245.211   283,981.747   MT  1.00008345   +0 47 19.2
 GL1453;SPC NM E     - 1,985,708.66    931,696.78   sFT  1.00008345   +0 47 19.2
 GL1453;UTM  13      - 4,035,689.213   678,694.527   MT  0.99999343   +1 11 05.8
 GL1453
 GL1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1453!SPC TX N     -   0.99977701  x   1.00007305  =   0.99985004
 GL1453!SPC OK N     -   0.99977701  x   0.99995751  =   0.99973453
 GL1453!SPC NM E     -   0.99977701  x   1.00008345  =   0.99986044
 GL1453!UTM  13      -   0.99977701  x   0.99999343  =   0.99977044
 GL1453
 GL1453|---------------------------------------------------------------------|
 GL1453| PID    Reference Object                     Distance      Geod. Az  |
 GL1453|                                                           dddmmss.s |
 GL1453| CN3816 WORSHAM RM 3                         24.827 METERS 00245     |
 GL1453| CN3814 WORSHAM RM 1                                       17823     |
 GL1453| GL1455 TEXLINE W TEX UTIL CO WATER TK      APPROX. 8.4 KM 1903437.3 |
 GL1453| GL1457 TEXLINE                             APPROX. 8.2 KM 1934239.6 |
 GL1453| CN3815 WORSHAM RM 2                         25.389 METERS 27034     |
 GL1453| GL1437 BOOSTER STA BLACK WATER TK          APPROX. 9.1 KM 3191415.6 |
 GL1453|---------------------------------------------------------------------|
 GL1453
 GL1453                          SUPERSEDED SURVEY CONTROL
 GL1453
 GL1453  NAD 83(1993)-  36 26 59.33583(N)    103 00 21.78224(W) AD(       ) 1
 GL1453  NAD 83(1993)-  36 26 59.33797(N)    103 00 21.78145(W) AD(       ) 1
 GL1453  NAD 83(1986)-  36 26 59.34679(N)    103 00 21.77792(W) AD(       ) 1
 GL1453  NAD 27      -  36 26 59.25100(N)    103 00 20.03800(W) AD(       ) 1
 GL1453  NGVD 29 (07/19/86) 1443.2    (m)         4735.     (f) VERT ANG       
 GL1453
 GL1453.Superseded values are not recommended for survey control.
 GL1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1453.See file dsdata.txt to determine how the superseded data were derived.
 GL1453
 GL1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7869535689(NAD 83)
 GL1453_MARKER: DS = TRIANGULATION STATION DISK
 GL1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1453
 GL1453  HISTORY     - Date     Condition        Report By
 GL1453  HISTORY     - 1931     MONUMENTED       CGS
 GL1453  HISTORY     - 1931     GOOD             CGS
 GL1453  HISTORY     - 1970     GOOD             NGS
 GL1453
 GL1453                          STATION DESCRIPTION
 GL1453
 GL1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1453'ABOUT 5 MILES AIR LINE NORTH OF TEXLINE, ABOUT 2 MILES EAST OF THE
 GL1453'WESTERN BOUNDARY OF TEXAS, ABOUT 3-1/2 MILES SOUTH OF THE NORTHERN
 GL1453'BOUNDARY OF TEXAS, ON LAND BELONGING TO CARL WORSHAM, OF HENRIETTA,
 GL1453'TEX., AND OCCUPIED BY JOE CLUCK, IN AN EAST-WEST FENCE LINE,
 GL1453'287.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 GL1453'FOUNDATION OF A WHITE HOUSE, AND 11.4 METERS (37 FEET) WEST OF A
 GL1453'NORTH-SOUTH FENCE.  TO REACH FROM TEXLINE, GO WESTWARD TWO
 GL1453'BLOCKS FROM THE FLAGPOLE AND STREET LIGHT, TURN RIGHT (NORTH)
 GL1453'AND GO NORTHEAST AND NORTH 4.75 MILES, PASS THROUGH A GATE,
 GL1453'TURN RIGHT AND GO CASTWARD TO A TWO-STORY WHITE FARM HOUSE
 GL1453'AND STATION.  THE STATION, UNDERGROUND AND REFERENCE MARKS
 GL1453'ARE STANDARD DISKS SET IN CONCRETE.
 GL1453'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE
 GL1453'LINE AT THE NORTH END OF A GATE, 9 FEET NORTH OF AN EAST-WEST
 GL1453'FENCE, AND 0.25 MILE (SPEEDOMETER) FROM THE STATION
 GL1453'S 01 DEG 37 MIN E, AND NO. 2 IS IN AN EAST-WEST
 GL1453'FENCE LINE, 25.405 METERS (83.35 FEET) FROM THE STATION.
 GL1453'ELEVATION--1,444.6 METERS (4,739 FEET).
 GL1453
 GL1453                          STATION RECOVERY (1970)
 GL1453
 GL1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FJG)
 GL1453'STATION IS LOCATED ABOUT 5.0 MILES NORTH OF TEXLINE, TEXAS.
 GL1453'ABOUT 2.0 MILES EAST OF THE TEXAS-NEW MEXICO BORDER, ON LAND
 GL1453'OWNED BY MR. E.B. CLARK.  0.15 MILE EAST OF THE RANCH HOUSE.
 GL1453'
 GL1453'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GL1453'87 AND FARM ROAD 296 IN TEXLINE, TEXAS, GO WEST ON U.S. HIGHWAY
 GL1453'87 FOR 0.25 MILE TO A GRADED ROAD NORTHEAST, FOLLOW GRADED ROAD
 GL1453'FOR 0.25 MILE TO A Y-FORK, TAKE LEFT FORK AND FOLLOW MAIN ROAD
 GL1453'FOR 4.5 MILES TO A RANCH ROAD ON THE RIGHT, TURN RIGHT (EAST)
 GL1453'AND FOLLOW RANCH ROAD, PASSING THROUGH YARD, FOR 1.0 MILE TO A
 GL1453'DIM Y-FORK, TURN LEFT (NORTHEAST) FOR 0.05 MILE TO THE STATION.
 GL1453'
 GL1453'STATION MARK IS A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 GL1453'PROJECTING 0.8 FOOT ABOVE THE GROUND AND STAMPED WORSHAM 1931.
 GL1453'
 GL1453'REFERENCE MARK NO. 2 IS A USC AND GS BRONZE DISK SET IN A CONCRETE
 GL1453'POST PROJECTING 0.8 FOOT ABOVE GROUND AND STAMPED WORSHAM NO. 2
 GL1453'1931.
 GL1453'
 GL1453'REFERENCE MARK NO. 3 IS A USGS BRONZE TABLET SOLDERED TO A
 GL1453'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (9 FEET), CENTERED IN
 GL1453'AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 GL1453'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 GL1453'WORSHAM NO. 3 1970.
 GL1453'
 GL1453'STATION TEXLINE ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 GL1453'AND WILL SERVE AS THE AZIMUTH MARK.
 GL1453'
 GL1453'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0815 ***********************************************************************
 DO0815  DESIGNATION -  WORTH
 DO0815  PID         -  DO0815
 DO0815  STATE/COUNTY-  TX/WICHITA
 DO0815  USGS QUAD   -  FOWLKES (1968)
 DO0815
 DO0815                         *CURRENT SURVEY CONTROL
 DO0815  ___________________________________________________________________
 DO0815* NAD 83(1993)-  33 58 12.28075(N)    098 46 04.37114(W)     ADJUSTED  
 DO0815* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 DO0815  ___________________________________________________________________
 DO0815  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DO0815  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DO0815
 DO0815  HORZ ORDER  -  THIRD
 DO0815
 DO0815.The horizontal coordinates were established by classical geodetic methods
 DO0815.and adjusted by the National Geodetic Survey in February 1996..
 DO0815
 DO0815.The orthometric height was scaled from a topographic map.
 DO0815
 DO0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0815
 DO0815.The geoid height was determined by GEOID03.
 DO0815
 DO0815;                    North         East     Units Scale Factor Converg.
 DO0815;SPC TXNC     - 2,255,469.499   575,243.212   MT  1.00000095   -0 08 46.0
 DO0815;SPC TXNC     - 7,399,819.51  1,887,277.10   sFT  1.00000095   -0 08 46.0
 DO0815;UTM  14      - 3,758,862.562   521,443.234   MT  0.99960567   +0 07 46.9
 DO0815
 DO0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0815!SPC TXNC     -   0.99995490  x   1.00000095  =   0.99995585
 DO0815!UTM  14      -   0.99995490  x   0.99960567  =   0.99956059
 DO0815
 DO0815|---------------------------------------------------------------------|
 DO0815| PID    Reference Object                     Distance      Geod. Az  |
 DO0815|                                                           dddmmss.s |
 DO0815| CX9020 WORTH RM 1                           21.451 METERS 05728     |
 DO0815| CX9022 WORTH RM 3                           38.338 METERS 17618     |
 DO0815| CX9023 WORTH RM 4                           63.445 METERS 26639     |
 DO0815| CX9019 WORTH AZ MK                                        2784229.6 |
 DO0815| CX9021 WORTH RM 2                           21.381 METERS 28609     |
 DO0815|---------------------------------------------------------------------|
 DO0815
 DO0815                          SUPERSEDED SURVEY CONTROL
 DO0815
 DO0815  NAD 83(1993)-  33 58 12.28092(N)    098 46 04.37112(W) AD(       ) 3
 DO0815  NAD 83(1986)-  33 58 12.28551(N)    098 46 04.35930(W) AD(       ) 3
 DO0815  NAD 27      -  33 58 11.94640(N)    098 46 03.13028(W) AD(       ) 3
 DO0815
 DO0815.Superseded values are not recommended for survey control.
 DO0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0815.See file dsdata.txt to determine how the superseded data were derived.
 DO0815
 DO0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2144358863(NAD 83)
 DO0815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0815
 DO0815  HISTORY     - Date     Condition        Report By
 DO0815  HISTORY     - 1965     MONUMENTED       CGS
 DO0815  HISTORY     - 1965     SEE DESCRIPTION  CGS
 DO0815  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0815
 DO0815                          STATION DESCRIPTION
 DO0815
 DO0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0815'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF ELECTRA, 6 MILES
 DO0815'WEST OF IOWA PARK ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 287.
 DO0815'
 DO0815'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 DO0815'STATE HIGHWAY 25 IN ELECTRA, GO SOUTHEAST ON U.S. HIGHWAY 287
 DO0815'FOR 5.7 MILES TO THE JUNCTION WITH FARM ROAD 2384 ON THE
 DO0815'RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY 287 FOR 3.75 MILES TO A
 DO0815'ROADSIDE PARK ON THE RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY FOR
 DO0815'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHEAST ON
 DO0815'HIGHWAY FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 DO0815'
 DO0815'STATION MARK IS A STANDARD DISK, STAMPED WORTH 1965, SET IN THE
 DO0815'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0815'FLUSH WITH THE GROUND SURFACE.  IT IS 102 FEET SOUTH OF THE
 DO0815'CENTERLINE OF U.S. HIGHWAY 287, 43 FEET WEST OF THE CENTERLINE
 DO0815'OF A TRACK ROAD AND 42 FEET SOUTH OF A SIGN BOARD.
 DO0815'
 DO0815'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WORTH NO 1 1965, SET
 DO0815'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0815'FLUSH WITH THE GROUND SURFACE.  IT IS 71 FEET SOUTH OF THE
 DO0815'CENTERLINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTERLINE OF THE
 DO0815'TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0815'
 DO0815'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WORTH NO 2 1965,
 DO0815'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0815'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 76 FEET SOUTH OF
 DO0815'THE CENTERLINE OF THE HIGHWAY AND ABOUT THE SAME ELEVATION AS
 DO0815'THE STATION.
 DO0815'
 DO0815'AZIMUTH MARK IS A STANDARD DISK, STAMPED WORTH 1965, SET IN THE
 DO0815'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0815'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 94 FEET SOUTH OF THE
 DO0815'CENTERLINE OF HIGHWAY 287, 37 FEET NORTH OF THE NORTH RAIL OF
 DO0815'RAILROAD TRACKS, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST
 DO0815'OF A TELEPHONE LINE POLE.
 DO0815'
 DO0815'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DO0815
 DO0815                          STATION RECOVERY (1965)
 DO0815
 DO0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0815'ALL MARKS WERE RECOVERED AS DESCRIBED, HOWEVER AT THE REQUEST OF
 DO0815'THE TEXAS STATE HIGHWAY DEPARTMENT THE FOLLOWING HAS TAKEN
 DO0815'PLACE--THE STATION SURFACE MARK WAS LOWERED TO 1 FOOT BELOW THE
 DO0815'SURFACE, REFERENCE MARK NO. 1 WAS DESTROYED AND NEW REFERENCE
 DO0815'MARKS NOS. 3 AND 4 WERE SET.  REFERENCE MARK NO. 2 WAS LEFT IN
 DO0815'PLACE BUT IS LIKELY TO BE DESTROYED IN THE NEAR FUTURE.
 DO0815'DESCRIPTIVE NOTES FOR REFERENCE MARKS 3 AND 4 FOLLOW--
 DO0815'
 DO0815'R.M. 3, A STANDARD DISK STAMPED WORTH NO 3 1965, IS SET IN THE TOP
 DO0815'OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER, THAT PROJECTS 2
 DO0815'INCHES ABOVE THE GROUND.  IT IS 24 FEET SOUTH-SOUTHWEST OF A
 DO0815'POWERLINE GUY POLE AND 2 FEET SOUTH OF A FENCE CORNER POST.
 DO0815'
 DO0815'R.M. 4, A STANDARD DISK STAMPED WORTH NO 4 1965, IS SET IN THE TOP
 DO0815'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 DO0815'INCHES.  IT IS 82 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 DO0815'TRACKS AND 2 FEET EAST OF A POWER POLE.
 DO0815
 DO0815                          STATION RECOVERY (2001)
 DO0815
 DO0815'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1385 ***********************************************************************
 BZ1385  DESIGNATION -  WORTHAM
 BZ1385  PID         -  BZ1385
 BZ1385  STATE/COUNTY-  TX/FREESTONE
 BZ1385  USGS QUAD   -  WORTHAM (1982)
 BZ1385
 BZ1385                         *CURRENT SURVEY CONTROL
 BZ1385  ___________________________________________________________________
 BZ1385* NAD 83(1993)-  31 47 59.35346(N)    096 27 53.61473(W)     ADJUSTED  
 BZ1385* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 BZ1385  ___________________________________________________________________
 BZ1385  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BZ1385  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ1385
 BZ1385  HORZ ORDER  -  SECOND
 BZ1385
 BZ1385.The horizontal coordinates were established by classical geodetic methods
 BZ1385.and adjusted by the National Geodetic Survey in February 1996..
 BZ1385
 BZ1385.The orthometric height was scaled from a topographic map.
 BZ1385
 BZ1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1385
 BZ1385.The geoid height was determined by GEOID03.
 BZ1385
 BZ1385;                    North         East     Units Scale Factor Converg.
 BZ1385;SPC TX C     - 3,242,849.032 1,066,251.379   MT  0.99997863   +1 59 32.9
 BZ1385;SPC TX C     -10,639,247.20  3,498,193.07   sFT  0.99997863   +1 59 32.9
 BZ1385;SPC TXNC     - 2,016,633.204   792,729.247   MT  1.00010905   +1 06 35.8
 BZ1385;SPC TXNC     - 6,616,237.44  2,600,812.54   sFT  1.00010905   +1 06 35.8
 BZ1385;UTM  14      - 3,521,046.736   740,008.273   MT  1.00031049   +1 20 11.5
 BZ1385
 BZ1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1385!SPC TX C     -   0.99997995  x   0.99997863  =   0.99995858
 BZ1385!SPC TXNC     -   0.99997995  x   1.00010905  =   1.00008899
 BZ1385!UTM  14      -   0.99997995  x   1.00031049  =   1.00029043
 BZ1385
 BZ1385|---------------------------------------------------------------------|
 BZ1385| PID    Reference Object                     Distance      Geod. Az  |
 BZ1385|                                                           dddmmss.s |
 BZ1385| CV8656 WORTHAM RM 1                         28.055 METERS 07923     |
 BZ1385| CV8655 WORTHAM AZ MK                                      1051533.1 |
 BZ1385| CV8657 WORTHAM RM 2                         28.371 METERS 20222     |
 BZ1385|---------------------------------------------------------------------|
 BZ1385
 BZ1385                          SUPERSEDED SURVEY CONTROL
 BZ1385
 BZ1385  NAD 83(1986)-  31 47 59.36202(N)    096 27 53.59582(W) AD(       ) 2
 BZ1385  NAD 27      -  31 47 58.77100(N)    096 27 52.66200(W) AD(       ) 2
 BZ1385
 BZ1385.Superseded values are not recommended for survey control.
 BZ1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1385.See file dsdata.txt to determine how the superseded data were derived.
 BZ1385
 BZ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA4000821047(NAD 83)
 BZ1385_MARKER: DS = TRIANGULATION STATION DISK
 BZ1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1385
 BZ1385  HISTORY     - Date     Condition        Report By
 BZ1385  HISTORY     - 1948     MONUMENTED       CGS
 BZ1385  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1385
 BZ1385                          STATION DESCRIPTION
 BZ1385
 BZ1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1385'STATION IS LOCATED ABOUT 3/4 MILE NORTH OF THE TOWN OF WORTHAM,
 BZ1385'ON PROPERTY OWNED BY MR. VAN HOOK STUBBS AND NEAR THE FARM
 BZ1385'HOUSE ON THE PROPERTY.  IT IS ABOUT 0.25 MILE WEST OF STATE
 BZ1385'ROUTE 14, 75 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE,
 BZ1385'54 FEET SOUTH OF THE LARGE OAK TREE IN THE FARMYARD AND
 BZ1385'23 FEET EAST OF A WHITE WITNESS POST SET NEAR THE FARMYARD
 BZ1385'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS
 BZ1385'STAMPED WORTHAM 1948.
 BZ1385'
 BZ1385'REFERENCE MARK NO. 1 IS 92.05 FEET EAST OF THE STATION, ABOUT
 BZ1385'115 FEET EAST OF THE FARMYARD FENCE AND 19 FEET WEST OF A
 BZ1385'LARGE LONE OAK TREE.  THE MARK IS FLUSH WITH THE GROUND
 BZ1385'AND THE DISC IS STAMPED WORTHAM NO 1 1948.
 BZ1385'
 BZ1385'REFERENCE MARK NO. 2 IS 93.08 FEET SOUTHWEST OF THE STATION,
 BZ1385'36-1/2 FEET SOUTH OF A FENCE CORNER OF THE FARMYARD FENCE,
 BZ1385'AND 69 FEET EAST OF A LARGE OAK TREE, THE SOUTHERLY OF TWO.
 BZ1385'MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED, WORTHAM
 BZ1385'NO 2 1948.
 BZ1385'
 BZ1385'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF THE
 BZ1385'STATION, NEAR THE GATE AT THE ENTRANCE TO THE FIELD, 12-1/2
 BZ1385'FEET NORTHWEST OF THE NORTH GATE POST, 2 FEET SOUTH OF A WHITE
 BZ1385'WITNESS POST AND 51 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE
 BZ1385'STATE ROUTE 14.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 BZ1385'DISC IS STAMPED, WORTHAM 1948.
 BZ1385'
 BZ1385'STATION WAS REACHED FROM THE STOP LIGHT IN WORTHAM, GO NORTH
 BZ1385'ON STATE ROUTE 14 FOR 0.8 MILE TO GATE AND CATTLE GUARD ON THE LEFT
 BZ1385'AND THE AZIMUTH MARK AS DESCRIBED ABOVE.  TURN LEFT THRU
 BZ1385'GATE AND CONTINUE NORTHWEST ACROSS FIELD ON TRACK ROAD FOR
 BZ1385'0.2 MILE TO THE FARMHOUSE AND THE STATION SITE.
 BZ1385'
 BZ1385'OBSERVATIONS MADE FROM A 37 FOOT TOWER.
 BZ1385'
 BZ1385'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BZ1385
 BZ1385                          STATION RECOVERY (2002)
 BZ1385
 BZ1385'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ1385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1386 ***********************************************************************
 BZ1386  DESIGNATION -  WORTHAM MUNICIPAL TANK
 BZ1386  PID         -  BZ1386
 BZ1386  STATE/COUNTY-  TX/FREESTONE
 BZ1386  USGS QUAD   -  WORTHAM (1982)
 BZ1386
 BZ1386                         *CURRENT SURVEY CONTROL
 BZ1386  ___________________________________________________________________
 BZ1386* NAD 83(1993)-  31 47 29.40987(N)    096 27 41.37939(W)     ADJUSTED  
 BZ1386* NAVD 88     -                                                        
 BZ1386  ___________________________________________________________________
 BZ1386  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BZ1386  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ1386
 BZ1386  HORZ ORDER  -  THIRD
 BZ1386
 BZ1386.The horizontal coordinates were established by classical geodetic methods
 BZ1386.and adjusted by the National Geodetic Survey in February 1996..
 BZ1386
 BZ1386
 BZ1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1386
 BZ1386.The geoid height was determined by GEOID03.
 BZ1386
 BZ1386;                    North         East     Units Scale Factor Converg.
 BZ1386;SPC TX C     - 3,241,938.516 1,066,605.121   MT  0.99997662   +1 59 39.2
 BZ1386;SPC TX C     -10,636,259.95  3,499,353.63   sFT  0.99997662   +1 59 39.2
 BZ1386;SPC TXNC     - 2,015,717.227   793,068.969   MT  1.00011219   +1 06 42.4
 BZ1386;SPC TXNC     - 6,613,232.27  2,601,927.11   sFT  1.00011219   +1 06 42.4
 BZ1386;UTM  14      - 3,520,131.924   740,351.681   MT  1.00031253   +1 20 16.8
 BZ1386
 BZ1386                          SUPERSEDED SURVEY CONTROL
 BZ1386
 BZ1386  NAD 83(1986)-  31 47 29.41846(N)    096 27 41.36054(W) AD(       ) 4
 BZ1386  NAD 27      -  31 47 28.82600(N)    096 27 40.42700(W) AD(       ) 3
 BZ1386
 BZ1386.Superseded values are not recommended for survey control.
 BZ1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1386.See file dsdata.txt to determine how the superseded data were derived.
 BZ1386
 BZ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA4035220132(NAD 83)
 BZ1386_MARKER: 53 = ELEVATED TANK
 BZ1386
 BZ1386  HISTORY     - Date     Condition        Report By
 BZ1386  HISTORY     - 1948     FIRST OBSERVED   CGS
 BZ1386  HISTORY     - 20020824 GOOD             USPSQD
 BZ1386
 BZ1386                          STATION DESCRIPTION
 BZ1386
 BZ1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1386'STATION IS LOCATED IN THE NORTHEAST PART OF THE VILLAGE OF
 BZ1386'WORTHAM.  STATION HAS FOUR STEEL LEGS, 120 FEET HIGH AND
 BZ1386'36 FEET SQUARE AT BASE.  STATION IS SILVER IN COLOR WITH
 BZ1386'THE LETTERS WORTHAM ON THE TANK.
 BZ1386'
 BZ1386'THE POINT INTERSECTED WAS THE BALL FINIAL.
 BZ1386'
 BZ1386'TO REACH FROM THE POST OFFICE IN WORTHAM GO WEST 0.05 MILE
 BZ1386'TO STATE ROUTE 14.  TURN RIGHT AND GO NORTH ON STATE ROUTE 14
 BZ1386'FOR 0.2 MILE.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO STATION
 BZ1386'AS DESCRIBED.
 BZ1386
 BZ1386                          STATION RECOVERY (2002)
 BZ1386
 BZ1386'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 BZ1386'NOW WHITE, NOT SILVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1384 ***********************************************************************
 BZ1384  DESIGNATION -  WORTHAM STANDPIPE
 BZ1384  PID         -  BZ1384
 BZ1384  STATE/COUNTY-  TX/FREESTONE
 BZ1384  USGS QUAD   -  WORTHAM (1982)
 BZ1384
 BZ1384                         *CURRENT SURVEY CONTROL
 BZ1384  ___________________________________________________________________
 BZ1384* NAD 83(1993)-  31 47 26.63884(N)    096 27 35.90083(W)     ADJUSTED  
 BZ1384* NAVD 88     -                                                        
 BZ1384  ___________________________________________________________________
 BZ1384  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BZ1384  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ1384
 BZ1384  HORZ ORDER  -  THIRD
 BZ1384
 BZ1384.The horizontal coordinates were established by classical geodetic methods
 BZ1384.and adjusted by the National Geodetic Survey in February 1996..
 BZ1384
 BZ1384
 BZ1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1384
 BZ1384.The geoid height was determined by GEOID03.
 BZ1384
 BZ1384;                    North         East     Units Scale Factor Converg.
 BZ1384;SPC TX C     - 3,241,858.236 1,066,752.128   MT  0.99997644   +1 59 42.0
 BZ1384;SPC TX C     -10,635,996.56  3,499,835.94   sFT  0.99997644   +1 59 42.0
 BZ1384;UTM  14      - 3,520,049.938   740,497.808   MT  1.00031340   +1 20 19.6
 BZ1384
 BZ1384                          SUPERSEDED SURVEY CONTROL
 BZ1384
 BZ1384  NAD 83(1986)-  31 47 26.64741(N)    096 27 35.88222(W) AD(       ) 4
 BZ1384  NAD 27      -  31 47 26.06000(N)    096 27 34.95000(W) AD(       ) 3
 BZ1384
 BZ1384.Superseded values are not recommended for survey control.
 BZ1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1384.See file dsdata.txt to determine how the superseded data were derived.
 BZ1384
 BZ1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA4049820050(NAD 83)
 BZ1384_MARKER: 52 = STANDPIPE TANK
 BZ1384
 BZ1384  HISTORY     - Date     Condition        Report By
 BZ1384  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1384  HISTORY     - 1935     GOOD             CGS
 BZ1384  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1384
 BZ1384                          STATION DESCRIPTION
 BZ1384
 BZ1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1384'THIS STANDPIPE IS STILL STANDING UNCHANGED SINCE 1919.
 BZ1384
 BZ1384                          STATION RECOVERY (2002)
 BZ1384
 BZ1384'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 BZ1384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6800 ***********************************************************************
 AW6800  DESIGNATION -  WRECK 1933
 AW6800  PID         -  AW6800
 AW6800  STATE/COUNTY-  TX/BRAZORIA
 AW6800  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6800
 AW6800                         *CURRENT SURVEY CONTROL
 AW6800  ___________________________________________________________________
 AW6800* NAD 83(1993)-  29 04 43.66145(N)    095 07 48.92840(W)     ADJUSTED  
 AW6800* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6800  ___________________________________________________________________
 AW6800  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW6800  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AW6800
 AW6800  HORZ ORDER  -  THIRD
 AW6800
 AW6800.The horizontal coordinates were established by classical geodetic methods
 AW6800.and adjusted by the National Geodetic Survey in February 1996..
 AW6800
 AW6800.The orthometric height was scaled from a topographic map.
 AW6800
 AW6800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6800
 AW6800.The geoid height was determined by GEOID03.
 AW6800
 AW6800;                    North         East     Units Scale Factor Converg.
 AW6800;SPC TXSC     - 4,144,262.658   976,660.601   MT  0.99987317   +1 53 45.0
 AW6800;SPC TXSC     -13,596,635.07  3,204,260.66   sFT  0.99987317   +1 53 45.0
 AW6800;UTM  15      - 3,218,589.456   292,645.190   MT  1.00013060   -1 02 08.5
 AW6800
 AW6800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6800!SPC TXSC     -   1.00000400  x   0.99987317  =   0.99987717
 AW6800!UTM  15      -   1.00000400  x   1.00013060  =   1.00013460
 AW6800
 AW6800                          SUPERSEDED SURVEY CONTROL
 AW6800
 AW6800  NAD 83(1986)-  29 04 43.67298(N)    095 07 48.90841(W) AD(       ) 3
 AW6800  NAD 27      -  29 04 42.79800(N)    095 07 48.16300(W) AD(       ) 3
 AW6800
 AW6800.Superseded values are not recommended for survey control.
 AW6800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6800.See file dsdata.txt to determine how the superseded data were derived.
 AW6800
 AW6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9264518589(NAD 83)
 AW6800_MARKER: DD = SURVEY DISK
 AW6800_SETTING: 0 = UNSPECIFIED SETTING
 AW6800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6800
 AW6800  HISTORY     - Date     Condition        Report By
 AW6800  HISTORY     - 1933     MONUMENTED       CGS
 AW6800  HISTORY     - 1960     GOOD             CGS
 AW6800  HISTORY     - 1963     GOOD             CGS
 AW6800  HISTORY     - 1964     GOOD             CGS
 AW6800  HISTORY     - 1969     GOOD             CGS
 AW6800  HISTORY     - 1979     MARK NOT FOUND   NGS
 AW6800  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 AW6800  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6800  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6800
 AW6800                          STATION DESCRIPTION
 AW6800
 AW6800'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6800'STATION IS ON A LOW GRASS-COVERED SAND DUNE ON SAN LUIS ISLAND,
 AW6800'NEAR THE CONFLUENCE OF SAN LUIS PASS AND COLD PASS, 197
 AW6800'METERS INSHORE FROM THE MEAN HIGH-WATER LINE OF SAN LUIS PASS,
 AW6800'375 METERS INSHORE FROM THE E SHORE OF COLD PASS, AND 385
 AW6800'METERS S. TO A LONE SHACK ON THE N SHORE OF
 AW6800'SAN LUIS ISLAND.
 AW6800'
 AW6800'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6800'NO REFERENCE MARK WAS SET.
 AW6800'
 AW6800'BEARING TO THE CHIMNEY OF CAMP ON TITLUM-TATLUM ISLAND
 AW6800'S 74 DEG W.  TO MUD ISLAND BEACON 1, N 44 DEG W.
 AW6800'
 AW6800'HEIGHT OF LIGHT ABOVE STATION MARK - 2.5 METERS.
 AW6800
 AW6800                          STATION RECOVERY (1960)
 AW6800
 AW6800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6800'STATION RECOVERED IN GOOD CONDITION.  RMS 1 AND 2 WERE
 AW6800'ESTABLISHED.  REVISED DESCRIPTION FOLLOWS.  LOCATED NEAR THE
 AW6800'NORTHEAST END OF SAN LUIS ISLAND, ABOUT 0.3 MILE SOUTHWEST
 AW6800'OF THE END OF THE ROAD AT THE NORTHEAST END OF THE ISLAND.
 AW6800'STATION IS ON A LOW GRASS-COVERED SAND RIDGE, ABOUT 325 FEET
 AW6800'NORTHWEST OF THE ROAD, 104 FEET SOUTHEAST OF THE NORTHWEST
 AW6800'END OF THE RIDGE, 38.5 FEET NORTHEAST OF THE SOUTHWEST SIDE
 AW6800'OF THE RIDGE AND 1.5 FEET FROM A METAL WITNESS POST WITH
 AW6800'WHITE SIGN ATTACHED.  A STANDARD DISK STAMPED WRECK 1933 IN
 AW6800'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 AW6800'
 AW6800'RM 1 IS 108.3 FEET NORTHWEST OF THE STATION IN A LOW FLAT
 AW6800'AREA.  A STANDARD DISK STAMPED WRECK NO. 1 1933 IN TOP OF A
 AW6800'ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 AW6800'
 AW6800'RM 2 IS 121.8 FEET NORTHEAST OF THE STATION IN A LOW FLAT
 AW6800'AREA.  A STANDARD DISK STAMPED WRECK NO. 2 1933 IN TOP OF
 AW6800'A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 AW6800
 AW6800                          STATION RECOVERY (1963)
 AW6800
 AW6800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW6800'THE STATION WAS RECOVERED.  THE STATION MARK AND REFERENCE
 AW6800'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE DISTANCE
 AW6800'BETWEEN THE STATION AND REFERENCE MARKS WERE CHECKED AND
 AW6800'FOUND TO BE CORRECT.  THE STAMPING ON ALL MARKS WAS VERIFIED.
 AW6800'THE STATION IS 165 YARDS SOUTHWEST OF HIGHWATER LINE OF
 AW6800'SAN LUIS PASS, 139 YARDS SOUTHWEST OF A SHELL ROAD AND 1-1/2
 AW6800'FEET SOUTH OF A STEEL POST AND WITNESS SIGN.
 AW6800'
 AW6800'TO REACH THE STATION FROM THE END OF HIGHWAY 332 AT THE
 AW6800'BEACH IN SURFSIDE, GO NORTHEAST ALONG THE BEACH FOR 12 MILES
 AW6800'TO TRACK ROAD LEADING LEFT AT TWO BEACH HOUSES TO LEFT AND
 AW6800'WHAT APPEARS TO BE METAL BARRIER, WHICH SURROUNDED A BEACH
 AW6800'CABIN, THAT IS APPROXIMATELY 50 FEET SQUARE, BEAR LEFT LEAVING
 AW6800'THE BEACH AND GO 0.1 MILE TO CROSSROAD, KEEP RIGHT AND FOLLOW
 AW6800'TRACK AND SHELL COVERED ROAD NORTHEAST AND NORTHERLY FOR 1.3
 AW6800'MILES TO POINT OPPOSITE THE STATION ABOUT 139 YARDS TO LEFT.
 AW6800'THIS IS 0.25 MILE BEFORE REACHING THE END OF THE ROAD AT
 AW6800'SMALL SHACKS AND A TRAILER HOUSE.
 AW6800
 AW6800                          STATION RECOVERY (1964)
 AW6800
 AW6800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WHD)
 AW6800'STATION WAS RECOVERED IN GOOD CONDITION.  WITNESS POST IS
 AW6800'IN ATTENDANCE TO THE STATION.  REFERENCE MARKERS WERE NOT
 AW6800'RECOVERED.  THE DESCRIPTION IS ADEQUATE AND THE WITNESS
 AW6800'MARKER IS VISIBLE TO THE WEST FROM THE ONLY ROADWAY ON THE
 AW6800'NORTHEAST END OF SAN LUIS ISLAND.  THE STATION IS INTERVISIBLE
 AW6800'AT GROUND LEVEL WITH USC AND GS STATION MOTTO TO THE EAST
 AW6800'ACROSS SAN LUIS PASS.  THE HORIZONTAL DISTANCE, MEASURED
 AW6800'BY GEODIMETER BETWEEN THE TWO STATIONS IS 8709.618 FT.
 AW6800
 AW6800                          STATION RECOVERY (1969)
 AW6800
 AW6800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DMF)
 AW6800'RECOVERED.  THE STATION AND R.M. 2 WERE RECOVERED.  R.M. 1
 AW6800'WAS APPARENTLY DESTROYED BY CONSTRUCTION.  THE DESCRIPTION
 AW6800'BY J.K.W. IN 1960 IS ADEQUATE FOR FUTURE RECOVERY.
 AW6800
 AW6800                          STATION RECOVERY (1979)
 AW6800
 AW6800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW6800'STATION AND REFERENCE MARKS LOST.  A NEW KOA CAMPGROUNDS HAS BEEN
 AW6800'BUILT ON THE SITE.  ACCORDING TO THE OWNER, MR. FRED PLACKE, HE
 AW6800'WROTE TO THE KANSAS CITY OFFICE SIX MONTHS BEFORE CONSTRUCTION WOULD
 AW6800'COVER THE STATION, AND RECEIVED AN ANSWER, WHICH HE HAS IN HIS
 AW6800'FILES.  NO ONE CAME TO MOVE THE STATION, WHICH IS NOW UNDERNEATH A
 AW6800'PAVED PARKING LOT.
 AW6800
 AW6800                          STATION RECOVERY (1996)
 AW6800
 AW6800'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6800'MARK NOT FOUND.
 AW6800
 AW6800                          STATION RECOVERY (2004)
 AW6800
 AW6800'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6800' 
 AW6800' 
 AW6800
 AW6800                          STATION RECOVERY (2005)
 AW6800
 AW6800'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1394 ***********************************************************************
 AB1394  DESIGNATION -  WRECK 1939
 AB1394  PID         -  AB1394
 AB1394  STATE/COUNTY-  TX/KENEDY
 AB1394  USGS QUAD   -  SOUTH OF POTRERO LOPENO NE (1975)
 AB1394
 AB1394                         *CURRENT SURVEY CONTROL
 AB1394  ___________________________________________________________________
 AB1394* NAD 83(1993)-  26 41 38.72024(N)    097 19 46.22956(W)     ADJUSTED  
 AB1394* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AB1394  ___________________________________________________________________
 AB1394  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AB1394  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AB1394
 AB1394  HORZ ORDER  -  SECOND
 AB1394
 AB1394.The horizontal coordinates were established by classical geodetic methods
 AB1394.and adjusted by the National Geodetic Survey in February 1996..
 AB1394
 AB1394.The orthometric height was scaled from a topographic map.
 AB1394
 AB1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1394
 AB1394.The geoid height was determined by GEOID03.
 AB1394
 AB1394;                    North         East     Units Scale Factor Converg.
 AB1394;SPC TX S     - 5,114,370.195   416,477.485   MT  0.99990905   +0 31 53.1
 AB1394;SPC TX S     -16,779,396.21  1,366,393.22   sFT  0.99990905   +0 31 53.1
 AB1394;UTM  14      - 2,953,642.106   666,198.419   MT  0.99994102   +0 45 02.2
 AB1394
 AB1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1394!SPC TX S     -   1.00000301  x   0.99990905  =   0.99991206
 AB1394!UTM  14      -   1.00000301  x   0.99994102  =   0.99994403
 AB1394
 AB1394:                Primary Azimuth Mark                     Grid Az
 AB1394:SPC TX S     -  DESERT 1939                              172 53 14.3
 AB1394:UTM  14      -  DESERT 1939                              172 40 05.2
 AB1394
 AB1394|---------------------------------------------------------------------|
 AB1394| PID    Reference Object                     Distance      Geod. Az  |
 AB1394|                                                           dddmmss.s |
 AB1394| AB1403 DESERT 1939                         APPROX. 8.0 KM 1732507.4 |
 AB1394|---------------------------------------------------------------------|
 AB1394
 AB1394                          SUPERSEDED SURVEY CONTROL
 AB1394
 AB1394  NAD 83(1986)-  26 41 38.73703(N)    097 19 46.19648(W) AD(       ) 2
 AB1394  NAD 27      -  26 41 37.51400(N)    097 19 45.27400(W) AD(       ) 2
 AB1394
 AB1394.Superseded values are not recommended for survey control.
 AB1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1394.See file dsdata.txt to determine how the superseded data were derived.
 AB1394
 AB1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6619853642(NAD 83)
 AB1394_MARKER: P = PIPE CAP
 AB1394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1394_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1394
 AB1394  HISTORY     - Date     Condition        Report By
 AB1394  HISTORY     - 1939     MONUMENTED       CGS
 AB1394  HISTORY     - 1946     SEE DESCRIPTION  SUNOCO
 AB1394  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1394  HISTORY     - 1958     GOOD             SHELL
 AB1394  HISTORY     - 1968     GOOD             CGS
 AB1394  HISTORY     - 1969     GOOD             CGS
 AB1394  HISTORY     - 1974     GOOD             LOCENG
 AB1394  HISTORY     - 1979     GOOD             NGS
 AB1394
 AB1394                          STATION DESCRIPTION
 AB1394
 AB1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1394'STATION WRECK IS LOCATED ABOUT 44.5 MILES NNW OF BRAZOS
 AB1394'SANTIAGO PASS, ABOUT 0.5 MILE W OF BEACH, OPPOSITE THE OLD
 AB1394'BOILERS OF WRECKED SHIP.  IT IS ABOUT 100 YARDS W OF A BARE
 AB1394'SAND DUNE ABOUT 15 FEET HIGH, WHICH IS FIRST BARE DUNE W
 AB1394'OF THE WRECK, ON BARE SAND FLATS AMONG SMALL GRASS AND WEED
 AB1394'COVERED DUNES.
 AB1394'
 AB1394'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1394'TOP OF A 3-INCH GALVANIZED-IRON PIPE 6 FEET LONG, EMBEDDED
 AB1394'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1394'
 AB1394'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1394
 AB1394                          STATION RECOVERY (1946)
 AB1394
 AB1394'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AB1394'A SAND DUNE 10 FEET HIGH HAS MOVED TO THIS POSITION.  NO
 AB1394'ATTEMPT WAS MADE TO RECOVER THIS MARK.  IT IS PROBABLY IN
 AB1394'GOOD CONDITION UNDER THIS LARGE SAND DUNE.
 AB1394
 AB1394                          STATION RECOVERY (1949)
 AB1394
 AB1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1394'STATION COULD NOT BE FOUND.  THE AREA IS COVERED BY SHIFTING
 AB1394'SAND DUNES AND THIS STATION MAY BE IN GOOD CONDITION UNDER
 AB1394'ONE OF THE DUNES.
 AB1394
 AB1394                          STATION RECOVERY (1958)
 AB1394
 AB1394'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1394'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DUNES
 AB1394'HAVE NOW SHIFTED AND 18 INCHES OF PIPE AND 18 INCHES OF
 AB1394'CONCRETE ARE EXPOSED BUT THE STATION IS STILL FIRMLY IN
 AB1394'THE GROUND.
 AB1394
 AB1394                          STATION RECOVERY (1968)
 AB1394
 AB1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1394'STATION RECOVERED IN GOOD CONDITION.  AT PRESENT THE STATION
 AB1394'IS VISIBLE FROM THE DUNES ALONG THE BEACH OPPOSITE THE OLD
 AB1394'BOILER.  ALSO, A LARGE WOODEN O STAND IS ON THE GROUND ADJACENT
 AB1394'THE STATION.
 AB1394'
 AB1394'TO REACH STATION FROM BOB HALL PIER ON PADRE ISLAND OPPOSITE
 AB1394'CORPUS CHRISTI BY 4 WHEEL DRIVE VEHICLE ONLY, GO SOUTH ON
 AB1394'BEACH FOR 11 MILES TO ROAD LEADING TO NORTH DISTRICT RANGER
 AB1394'HEADQUARTERS.  CONTINUE SOUTH ALONG BEACH FOR 57 MILES TO
 AB1394'BOILER OF OLD WRECK ON LEFT, AND BEACH CABIN ON RIGHT.  TURN
 AB1394'RIGHT, AND GO AROUND DUNES AND INLAND FROM BOILER FOR 0.5
 AB1394'MILE TO STATION AS DESCRIBED.
 AB1394
 AB1394                          STATION RECOVERY (1969)
 AB1394
 AB1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1394'THE STATION WAS RECOVERED AND FOUND SOLIDLY IN PLACE, BUT
 AB1394'EROSION HAD EXPOSED ABOUT 20 INCHES OF THE PIPE WHICH ENCLOSED
 AB1394'THE DISK.  THE EXACT POSITION WAS HELD, THE MARK WAS LOWERED
 AB1394'ABOUT 36 INCHES AND CONCRETE WAS POURED AROUND IT.  A COMPLETE
 AB1394'NEW DESCRIPTION FOLLOWS--
 AB1394'
 AB1394'THE STATION IS LOCATED ABOUT 44.5 MILES NORTH OF BRAZOS
 AB1394'SANTIAGO PASS, ABOUT 0.5 MILE WEST OF THE GULF BEACH, OPPOSITE
 AB1394'THE OLD BOILERS OF A WRECKED SHIP, ON A GRASS FLAT AND AT THE
 AB1394'FOOT OF A 3-LEGGED TOWER WHICH HAS BLOWN DOWN.  IT IS 4.6
 AB1394'FEET WEST OF A 4-INCH TILE WHICH PROJECTS 14 INCHES, 4.4
 AB1394'FEET NORTH OF A 4-INCH TILE, 4.6 FEET SOUTH OF A 4-INCH
 AB1394'TILE AND 1.8 FEET EAST OF A METAL WITNESS POST.  THE MARK
 AB1394'IS A STANDARD CAP SCREWED TO THE TOP OF A 3-INCH IRON PIPE,
 AB1394'ENCASED IN CONCRETE.  THE DISK IS STAMPED WRECK 1939 1969.
 AB1394'THE MARK PROJECTS 2 FEET.
 AB1394'
 AB1394'TO REACH THE STATION FROM THE ENTRANCE TO THE PADRE ISLAND
 AB1394'CAUSEWAY (JUST SOUTH OF THE CORPUS CHRISTI NAVAL AIR STATION),
 AB1394'GO EASTERLY ACROSS THE CAUSEWAY FOR 4.9 MILES TO A JUNCTION
 AB1394'OF PARK ROADS 22 AND 53.  KEEP STRAIGHT AHEAD ON PARK ROAD
 AB1394'53 FOR 15.65 MILES TO THE END OF THE PAVEMENT AT THE GULF
 AB1394'BEACH.  TURN RIGHT AND GO SOUTHERLY DOWN THE BEACH FOR 7.0
 AB1394'MILES TO A SIGN 4-WHEEL DRIVE VEHICLES ONLY BEYOND THIS POINT.
 AB1394'CONTINUE SOUTHERLY ALONG BEACH FOR 8.9 MILES TO YARBOROUGH
 AB1394'PASS (NOW FILLED WITH SAND).  CONTINUE SOUTHERLY ALONG THE
 AB1394'BEACH FOR 3.95 MILES TO A BROAD PASS AND A TRACK ROAD
 AB1394'LEADING WEST OFF THE BEACH.  TURN RIGHT ON THE TRACK ROAD
 AB1394'AND GO SOUTHWEST AND SOUTH FOR 0.8 MILE TO A REVERSE
 AB1394'Y-INTERSECTION.  KEEP STRAIGHT AHEAD, SOUTHERLY, ON THE MAIN
 AB1394'TRAVELED ROAD FOR 12.35 MILES TO A POINT WHERE THE ROAD
 AB1394'CURVES SOUTHEAST TOWARD A LONE BEACH CABIN.  TURN LEFT
 AB1394'AND FOLLOW THE TRACK ROAD FOR 0.6 MILE TO THE BEACH AT
 AB1394'THE CABIN.  TURN RIGHT AND FOLLOW ALONG BEACH FOR 3.5
 AB1394'MILES TO A CUT THROUGH THE DUNE LINE.  CONTINUE SOUTH
 AB1394'ALONG BEACH FOR 3.35 MILES TO A LOW SADDLE ON RIGHT.
 AB1394'CONTINUE SOUTH, DOWN BEACH, FOR 4.35 MILES TO A
 AB1394'WATER-FILLED CUT ON THE RIGHT.  CONTINUE AHEAD, DOWN
 AB1394'BEACH, FOR 0.55 MILE TO A LOW CUT.  CONTINUE SOUTH DOWN
 AB1394'BEACH FOR 8.3 MILES TO THE BOILERS OF AN OLD WRECKED
 AB1394'SHIP, A SHORT DISTANCE OFFSHORE.  TURN RIGHT, GO WEST
 AB1394'PAST A SMALL SHACK AND GO SOUTHWEST, PICKING A WAY
 AB1394'THROUGH THE DUNES.  THENCE BEAR RIGHT AND GO WEST-NORTHWEST
 AB1394'THROUGH THE FLATS FOR 0.9 MILE TO THE STATION.
 AB1394
 AB1394                          STATION RECOVERY (1974)
 AB1394
 AB1394'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (MB)
 AB1394'RECOVERED BY MUNROE AND BASS INC
 AB1394'
 AB1394'WRECK 1939-MARK RECOVERED IN GOOD CONDITION TO REACH BY L.F.
 AB1394'SMITH IN 1969, STILL GOOD, SET NEW WITNESS POST 2 FT FROM STATION.
 AB1394
 AB1394                          STATION RECOVERY (1979)
 AB1394
 AB1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1394'STATION NOT OCCUPIED.
 AB1394'
 AB1394'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY
 AB1394'L. F. S. IN 1969.
 AB1394'
 AB1394'NO REFERENCE OR AZIMUTH MARKS HAVE BEEN SET AT THIS STATION.
 AB1394'
 AB1394'STATION MARK IS A STANDARD DISK, STAMPED WRECK 1939 1969, ON TOP OF A
 AB1394'3-INCH IRON PIPE WHICH PROJECTS 12 INCHES.  THE OLD 3-LEGGED WOODEN
 AB1394'TOWER STILL LIES BESIDE THE STATION.  THE OLD BOILERS OF THE
 AB1394'WRECKED SHIP ARE STILL VISIBLE AND MARK A GOOD POINT TO PACK FROM.
 AB1394'
 AB1394'TO REACH FROM THE END OF THE PAVED ROAD (PARK ROAD 22) ABOUT 2 MILES
 AB1394'SOUTH OF THE PADRE ISLAND NATIONAL SEASHORE INFORMATION OFFICE, GO
 AB1394'SOUTH ALONG THE BEACH (4-WHEEL DRIVE NEEDED AFTER FIRST 4 OR 5
 AB1394'MILES) FOR 16 MILES TO YARBOROUGH PASS (NOW FILLED WITH SAND, BUT
 AB1394'THERE IS A SIGN YARBOROUGH PASS) AND TRACK SAND ROAD RIGHT.
 AB1394'CONTINUE SOUTH ALONG THE BEACH FOR 18 MILES TO A CUT THROUGH
 AB1394'THE SAND DUNES (FROM GULF TO BAY).  (WATER IS ABOUT 10 INCHES
 AB1394'DEEP AND 10 FEET WIDE AT HIGH TIDE).  CROSS AND CONTINUE ALONG
 AB1394'BEACH FOR ABOUT 17.7 MILES TO THE OLD BOILERS (IN EDGE OF SURF)
 AB1394'AND END OF TRUCK TRAVEL.  PACK WESTERLY THROUGH SAND DUNES FOR
 AB1394'ABOUT 0.5 MILE TO OLD TOWER ON THE GROUND AND STATION AS
 AB1394'DESCRIBED.  THE 4-INCH TILES MENTIONED IN THE 1969 DESCRIPTION ARE
 AB1394'STILL THERE.
 AB1394'
 AB1394'A HELICOPTER CAN LAND NEAR THE STATION.
 AB1394'
 AB1394'NOTE--THESE OLD BOILERS ARE ABOUT 9.2 MILES NORTH OF THE ROCK JETTY
 AB1394'ON THE NORTH SIDE OF MANSFIELD CUT.  (THE CHANNEL THAT CONNECTS
 AB1394'PORT MANSFIELD WITH THE GULF).
 AB1394'
 AB1394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES NE
 AB1394'OF PORT MANSFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0667 ***********************************************************************
 AO0667  DESIGNATION -  WRIGHT
 AO0667  PID         -  AO0667
 AO0667  STATE/COUNTY-  TX/FRIO
 AO0667  USGS QUAD   -  DILLEY (1974)
 AO0667
 AO0667                         *CURRENT SURVEY CONTROL
 AO0667  ___________________________________________________________________
 AO0667* NAD 83(1993)-  28 42 18.93128(N)    099 11 54.42962(W)     ADJUSTED  
 AO0667* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 AO0667  ___________________________________________________________________
 AO0667  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AO0667  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AO0667
 AO0667  HORZ ORDER  -  FIRST
 AO0667
 AO0667.The horizontal coordinates were established by classical geodetic methods
 AO0667.and adjusted by the National Geodetic Survey in February 1996..
 AO0667
 AO0667.The orthometric height was scaled from a topographic map.
 AO0667
 AO0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0667
 AO0667.The geoid height was determined by GEOID03.
 AO0667
 AO0667;                    North         East     Units Scale Factor Converg.
 AO0667;SPC TXSC     - 4,096,650.819   580,609.887   MT  0.99992318   -0 05 50.0
 AO0667;SPC TXSC     -13,440,428.56  1,904,884.27   sFT  0.99992318   -0 05 50.0
 AO0667;UTM  14      - 3,175,347.643   480,616.124   MT  0.99960464   -0 05 43.1
 AO0667
 AO0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0667!SPC TXSC     -   0.99997635  x   0.99992318  =   0.99989953
 AO0667!UTM  14      -   0.99997635  x   0.99960464  =   0.99958099
 AO0667
 AO0667|---------------------------------------------------------------------|
 AO0667| PID    Reference Object                     Distance      Geod. Az  |
 AO0667|                                                           dddmmss.s |
 AO0667| CV5869 WRIGHT RM 1                          24.655 METERS 05455     |
 AO0667| CV5868 WRIGHT AZ MK 2                                     1040658.2 |
 AO0667| CV5873 WRIGHT RM 5                          23.624 METERS 11051     |
 AO0667| CV5867 WRIGHT AZ MK                                       1120412.2 |
 AO0667| CV5871 WRIGHT RM 3                          17.089 METERS 11312     |
 AO0667| AO0668 DILLEY METHODIST CHURCH SPIRE       APPROX. 4.7 KM 1463347.7 |
 AO0667| AO0670 DILLEY RAD MAST                     APPROX. 3.4 KM 1641939.0 |
 AO0667| CV5872 WRIGHT RM 4                          17.690 METERS 27511     |
 AO0667| CV5870 WRIGHT RM 2                          20.811 METERS 27609     |
 AO0667|---------------------------------------------------------------------|
 AO0667
 AO0667                          SUPERSEDED SURVEY CONTROL
 AO0667
 AO0667  NAD 83(1986)-  28 42 18.93087(N)    099 11 54.40860(W) AD(       ) 1
 AO0667  NAD 27      -  28 42 18.01100(N)    099 11 53.28900(W) AD(       ) 1
 AO0667
 AO0667.Superseded values are not recommended for survey control.
 AO0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0667.See file dsdata.txt to determine how the superseded data were derived.
 AO0667
 AO0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8061675348(NAD 83)
 AO0667_MARKER: DS = TRIANGULATION STATION DISK
 AO0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0667_PROJECTION: FLUSH
 AO0667
 AO0667  HISTORY     - Date     Condition        Report By
 AO0667  HISTORY     - 1935     MONUMENTED       CGS
 AO0667  HISTORY     - 1952     GOOD             CGS
 AO0667  HISTORY     - 1971     SEE DESCRIPTION  NGS
 AO0667  HISTORY     - 19950323 MARK NOT FOUND   USPSQD
 AO0667  HISTORY     - 19961017 GOOD             USPSQD
 AO0667
 AO0667                          STATION DESCRIPTION
 AO0667
 AO0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0667'STATION IS LOCATED ON THE PROPERTY OF THE FEDERAL LAND BANK,
 AO0667'(OLD SCHMIDT FARM) 3 MILES NW OF DILLEY, 6 MILES SW OF DERBY,
 AO0667'ON TOP OF A FLAT KNOLL, 9 FEET N OF AN E-W FENCE, 87 FEET S OF
 AO0667'LOCUST TREE, ABOUT 0.2 MILE W OF NS ROAD, ABOUT 400 FEET W OF
 AO0667'WINDMILL.
 AO0667'
 AO0667'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0667'BRONZE DISKS SET IN CONCRETE.
 AO0667'
 AO0667'REFERENCE MARK NO. 1 IS 75 FEET N OF FENCE, NE OF STATION.
 AO0667'
 AO0667'REFERENCE MARK NO. 2 IS 1 FOOT N OF FENCE AND W OF STATION.
 AO0667'
 AO0667'AZIMUTH MARK IS 0.75 MILE S OF E OF STATION, 21 FEET W OF
 AO0667'CENTER LINE ROAD 200 FEET SE OF ABANDONED HOUSE.  TO REACH FROM
 AO0667'STATION GO N AND E FOR 0.35 MILE TO ROAD, THENCE RIGHT (S) FOR
 AO0667'0.9 MILE THENCE LEFT (E) FOR 0.5 MILE, THENCE LEFT (N) FOR 0.9
 AO0667'MILE TO MARK ON LEFT IN FENCE LINE.
 AO0667'
 AO0667'TO REACH FROM JUNCTION OF STATE HIGHWAY 85 AND U.S. HIGHWAY 81
 AO0667'IN DILLEY, GO W ON STATE HIGHWAY 85 FOR 0.65 MILE, THENCE
 AO0667'RIGHT (NW) FOR 1.65 MILES TO CROSS ROAD, THENCE RIGHT (N) FOR 1.9
 AO0667'MILES TO GATE ON LEFT AND LANE LEADING TO HOUSE.  FOLLOW LANE
 AO0667'0.25 MILE PASSING TO N OF HOUSES, THENCE LEFT (S) ON DIM TRAIL
 AO0667'FOR 0.1 MILE TO FENCE AND STATION.
 AO0667'
 AO0667'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0667
 AO0667                          STATION RECOVERY (1952)
 AO0667
 AO0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0667'THE STATION WAS RECOVERED AS DESCRIBED, BUT REFERENCE MARK NO. 1
 AO0667'HAS BEEN DESTROYED.  THE STATION MARK HAS BEEN HIT WITH FARM
 AO0667'MACHINERY AND PART OF THE STAMPING IS ILLEGIBLE, BUT THE MARK
 AO0667'APPARENTLY HAS NOT BEEN DISTURBED.  THE MEASUREMENT TO REFERENCE
 AO0667'MARK NO. 2 WAS FOUND TO BE SHORTER THAN PREVIOUSLY STATED AND
 AO0667'THE CORRECT DISTANCE IS GIVEN BELOW.  REFERENCE MARK NO. 3 WAS
 AO0667'ESTABLISHED BY THIS PARTY.  DUE TO CHANGES IN THE ROADS THE
 AO0667'DIRECTIONS TO REACH THE STATION ARE OBSOLETE AND A COMPLETE
 AO0667'NEW DESCRIPTION FOLLOWS.
 AO0667'
 AO0667'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF DERBY, 3 MILES
 AO0667'NORTHWEST OF DILLEY, 0.2 MILE WEST OF FARM ROAD 117, 0.1 MILE
 AO0667'WEST OF A WINDMILL AND TWO CONCRETE WATER TANKS, AND ON THE TOP
 AO0667'OF A CULTIVATED HILL.
 AO0667'
 AO0667'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 AO0667'FARM ROAD 117 ON THE NORTH EDGE OF DILLEY.  GO WEST ON FARM ROAD
 AO0667'117 FOR 3.0 MILES TO THE SECOND FARM HOUSE ON THE LEFT AND A
 AO0667'DRIVEWAY, JUST AFTER MAKING A RIGHT CURVE.  *TURN LEFT AND FOLLOW
 AO0667'THE DRIVEWAY FOR 0.1 MILE TO A GATE WEST OF THE HOUSE.  PASS
 AO0667'THROUGH THE GATE AND BEAR LEFT FOR ABOUT 30 YARDS TO ANOTHER
 AO0667'GATE.  PASS THROUGH THE GATE AND FOLLOW THE FENCE NORTH FOR
 AO0667'ABOUT 35 YARDS TO A FENCE CORNER.  TURN RIGHT AND FOLLOW THE
 AO0667'FENCE EAST FOR 0.1 MILE TO THE TOP OF THE HILL AND THE
 AO0667'STATION.  *TO REACH THE AZIMUTH MARK FROM HERE.  GO NORTH
 AO0667'ON FARM ROAD 117 FOR ABOUT 25 YARDS TO A FENCE CORNER.  TURN
 AO0667'RIGHT AND FOLLOW ALONT THE SOUTH SIDE OF THE FENCE FOR 0.5
 AO0667'MILE TO A T FENCE CORNER AND THE AZIMUTH MARK 0.1 MILE
 AO0667'SOUTH.
 AO0667'
 AO0667'THE STATION MARK, STAMPED WRIGHT 1935, IS A BRONZE DISK SET IN
 AO0667'A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 9 FEET
 AO0667'NORTH OF A FENCELINE AND 8 FEET NORTH OF A WHITE WITNESS POST.
 AO0667'
 AO0667'REFERENCE MARK NO. 2, STAMPED WRIGHT NO 2 1935, IS A BRONZE
 AO0667'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 6 INCHES AND IS
 AO0667'DIRECTLY IN THE EAST-WEST FENCE LINE.
 AO0667'
 AO0667'REFERENCE MARK NO. 3, STAMPED WRIGHT NO 3 1952, IS A BRONZE DISK
 AO0667'SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES AND IS 1
 AO0667'FOOT NORTH OF THE FENCE LINE.
 AO0667'
 AO0667'THE AZIMUTH MARK, STAMPED WRIGHT AZI 1935, IS A REFERENCE
 AO0667'MARK DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 AO0667'IT IS 2 FEET WEST OF THE FENCE LINE AND 2 FEET SOUTH OF A WHITE
 AO0667'WITNESS POST.
 AO0667
 AO0667                          STATION RECOVERY (1971)
 AO0667
 AO0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0667'THE STATION MARK WAS RECOVERED AND WAS FOUND TILTED.  REFERENCE
 AO0667'MARKS 2, 3 AND THE AZIMUTH MARK WERE NOT RECOVERED.  THE SURFACE
 AO0667'STATION MARK WAS REMOVED AND A NEW ONE ESTABLISHED, HOLDING THE
 AO0667'EXACT POSITION AS THE SUB-SURFACE MARK.  REFERENCE MARKS 4, 5 AND
 AO0667'AN AZIMUTH MARK WERE ESTABLISHED.  FOLLOWING IS A NEW
 AO0667'DESCRIPTION.
 AO0667'
 AO0667'THE STATION IS ABOUT 4 MILES SOUTH AND 3-1/2 MILES EAST OF THE
 AO0667'JUNCTION OF FARM ROADS 117 AND 1581 IN THE SMALL COMMUNITY OF DIVOT,
 AO0667'2-1/2 MILES NORTH AND 2 MILES WEST OF DILLEY AND 2-1/2 MILES WEST
 AO0667'OF U.S. HIGHWAY 81, ON THE SUMMIT OF A SMALL RISE IN A CULTIVATED
 AO0667'FIELD AND ON PROPERTY OWNED BY LONNIE COLEMAN.
 AO0667'
 AO0667'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND FARM
 AO0667'ROAD 117 IN THE NORTH EDGE OF DILLEY, GO WEST AND NORTHWEST OF
 AO0667'FARM ROAD 117 FOR 2.2 MILES TO A 3-WAY FORK.  TAKE THE RIGHT FORK
 AO0667'AND GO NORTH-NORTHEAST ON PAVED ROAD FOR 0.75 MILE TO A FIELD ROAD
 AO0667'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO
 AO0667'WEST ALONG THE NORTH SIDE OF A FENCE FOR 0.2 MILE TO THE
 AO0667'STATION.
 AO0667'
 AO0667'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED
 AO0667'WRIGHT 1935 1971, SET IN THE TOP OF A 20-INCH CYLINDRICAL CONCRETE
 AO0667'MONUMENT, THAT IS 15 INCHES BELOW THE GROUND SURFACE.  IT IS 10.0
 AO0667'FEET NORTH OF A WITNESS POST IN A FENCE LINE.  THE UNDERGROUND
 AO0667'MARK IS STAMPED WRIGHT 1935 AND IS SET IN AN IRREGULAR MASS OF
 AO0667'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 AO0667'
 AO0667'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED WRIGHT 1935 NO 4 1971,
 AO0667'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0667'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 55.9 FEET WEST OF THE
 AO0667'WITNESS POST, 0.6 FOOT NORTH OF THE FENCE AND ABOUT 1 FOOT LOWER
 AO0667'THAN THE STATION.
 AO0667'
 AO0667'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED WRIGHT 1935 NO 5 1971,
 AO0667'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0667'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 78.5 FEET EAST OF THE
 AO0667'WITNESS POST, 0.8 FOOT NORTH OF THE FENCE AND ABOUT 1 FOOT HIGHER
 AO0667'THAN THE STATION.
 AO0667'
 AO0667'AZIMUTH MARK IS A STANDARD DISK, STAMPED WRIGHT 1935 1971, SET IN
 AO0667'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0667'WITH THE GROUND SURFACE.  IT IS 30.0 FEET EAST OF THE CENTER OF THE
 AO0667'PAVED ROAD, 1.7 FEET NORTH OF A WITNESS POST AND 1.2 FEET WEST OF
 AO0667'A FENCE.
 AO0667'
 AO0667'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHWEST
 AO0667'OF DILLEY.
 AO0667'
 AO0667'HEIGHT OF LIGHT ABOVE STATION MARK 73.7 FEET.
 AO0667
 AO0667                          STATION RECOVERY (1995)
 AO0667
 AO0667'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0667'MARK NOT FOUND.
 AO0667
 AO0667                          STATION RECOVERY (1996)
 AO0667
 AO0667'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0863 ***********************************************************************
 BM0863  DESIGNATION -  WRIGHT
 BM0863  PID         -  BM0863
 BM0863  STATE/COUNTY-  TX/LEE
 BM0863  USGS QUAD   -  LEXINGTON (1982)
 BM0863
 BM0863                         *CURRENT SURVEY CONTROL
 BM0863  ___________________________________________________________________
 BM0863* NAD 83(1993)-  30 23 34.38987(N)    097 07 30.46125(W)     ADJUSTED  
 BM0863* NAVD 88     -       146.9    (meters)     482.     (feet)  VERTCON   
 BM0863  ___________________________________________________________________
 BM0863  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BM0863  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0863
 BM0863  HORZ ORDER  -  FIRST
 BM0863
 BM0863.The horizontal coordinates were established by classical geodetic methods
 BM0863.and adjusted by the National Geodetic Survey in February 1996..
 BM0863
 BM0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0863
 BM0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0863
 BM0863.The geoid height was determined by GEOID03.
 BM0863
 BM0863;                    North         East     Units Scale Factor Converg.
 BM0863;SPC TX C     - 3,084,951.473 1,008,259.255   MT  0.99993774   +1 39 08.7
 BM0863;SPC TX C     -10,121,211.62  3,307,930.57   sFT  0.99993774   +1 39 08.7
 BM0863;UTM  14      - 3,363,812.972   680,126.324   MT  1.00000028   +0 56 55.7
 BM0863
 BM0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0863!SPC TX C     -   0.99998104  x   0.99993774  =   0.99991878
 BM0863!UTM  14      -   0.99998104  x   1.00000028  =   0.99998132
 BM0863
 BM0863|---------------------------------------------------------------------|
 BM0863| PID    Reference Object                     Distance      Geod. Az  |
 BM0863|                                                           dddmmss.s |
 BM0863| CV5878 WRIGHT RM 1                          20.265 METERS 05758     |
 BM0863| CV5877 WRIGHT AZ MK                                       0604846.1 |
 BM0863| BM0861 LEXINGTON ATT MICROWAVE KKK 35      APPROX. 9.1 KM 0720901.7 |
 BM0863| BM0862 WRIGHT RM A 1967                     27.979 METERS 15714     |
 BM0863| CV5879 WRIGHT RM 2                          17.568 METERS 26424     |
 BM0863|---------------------------------------------------------------------|
 BM0863
 BM0863                          SUPERSEDED SURVEY CONTROL
 BM0863
 BM0863  NAD 83(1986)-  30 23 34.40990(N)    097 07 30.44372(W) AD(       ) 1
 BM0863  NAD 27      -  30 23 33.65833(N)    097 07 29.48506(W) AD(       ) 1
 BM0863  NGVD 29 (07/19/86)  146.8    (m)          482.     (f) VERT ANG       
 BM0863
 BM0863.Superseded values are not recommended for survey control.
 BM0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0863.See file dsdata.txt to determine how the superseded data were derived.
 BM0863
 BM0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU8012663813(NAD 83)
 BM0863_MARKER: DS = TRIANGULATION STATION DISK
 BM0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0863_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0863
 BM0863  HISTORY     - Date     Condition        Report By
 BM0863  HISTORY     - 1967     MONUMENTED       CGS
 BM0863  HISTORY     - 1976     GOOD             NGS
 BM0863
 BM0863                          STATION DESCRIPTION
 BM0863
 BM0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0863'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF LINCOLN, 10
 BM0863'MILES NORTHEAST OF MC DADE, 6-1/2 MILES WEST OF LEXINGTON AND
 BM0863'ON LAND OWNED BY MR. GLENN WRIGHT.
 BM0863'
 BM0863'TO REACH FROM THE JUNCTIONS OF TEXAS HIGHWAY LOOP ROUTE 123 AND
 BM0863'FARM ROADS 112 AND 696 IN THE NORTH EDGE OF LEXINGTON, GO WESTERLY
 BM0863'ON ROADS 112 AND 696 FOR 1.1 MILE TO A FORK.  TAKE THE LEFT FORK
 BM0863'AND CONTINUE WESTERLY ON ROAD 696 FOR 6.3 MILES TO THE AZIMUTH
 BM0863'MARK ON THE LEFT.  CONTINUE WESTERLY ON ROAD 696 FOR 0.3 MILE
 BM0863'TO THE TOP OF A SMALL GRADE AND THE STATION ON THE LEFT AS
 BM0863'DESCRIBED.
 BM0863'
 BM0863'THE STATION MARK IS A STANDARD DISK STAMPED WRIGHT 1967, SET IN
 BM0863'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND IS FLUSH
 BM0863'WITH THE GROUND SURFACE.  IT IS 54 FEET SOUTH-SOUTHEAST OF THE
 BM0863'CENTER OF THE ROAD, 14.5 FEET SOUTH-SOUTHEAST OF A FENCE LINE
 BM0863'AND 14.5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH
 BM0863'SIGN ATTACHED.
 BM0863'
 BM0863'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WRIGHT NO 1 1967,
 BM0863'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND
 BM0863'PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 97 FEET WEST
 BM0863'OF A FENCE CORNER POST, 62.5 FEET EAST OF THE METAL WITNESS
 BM0863'POST AND 41 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD.
 BM0863'
 BM0863'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WRIGHT NO 2 1967,
 BM0863'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND
 BM0863'PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 58.5 FEET WEST
 BM0863'OF THE METAL WITNESS POST, 40 FEET SOUTH-SOUTHEAST OF THE CENTER
 BM0863'OF THE ROAD AND IS IN A FENCE LINE.
 BM0863'
 BM0863'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WRIGHT 1967, SET IN
 BM0863'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND IS FLUSH
 BM0863'WITH THE GROUND SURFACE.  IT IS 63 FEET SOUTH OF THE CENTER
 BM0863'OF A DRIVEWAY, 40 FEET EAST OF THE CENTER OF THE ROAD AND 1.5
 BM0863'FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BM0863'
 BM0863'HEIGHT OF LIGHT ABOVE STATION MARK 18.1 METERS.
 BM0863
 BM0863                          STATION RECOVERY (1976)
 BM0863
 BM0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 BM0863'THE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE
 BM0863'RECOVERED IN GOOD CONDITION.  THE 1967 DESCRIPTION IS
 BM0863'ADEQUATE.  WRIGHT RM A WAS NOT SEARCHED FOR AT THIS TIME.
 BM0863'
 BM0863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BM0863'6-1/2 MILES WEST OF LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0988 ***********************************************************************
 CA0988  DESIGNATION -  WRIGHT
 CA0988  PID         -  CA0988
 CA0988  STATE/COUNTY-  TX/CORYELL
 CA0988  USGS QUAD   -  PEARL (1979)
 CA0988
 CA0988                         *CURRENT SURVEY CONTROL
 CA0988  ___________________________________________________________________
 CA0988* NAD 83(1993)-  31 27 20.86072(N)    098 07 04.68784(W)     ADJUSTED  
 CA0988* NAVD 88     -       442.5    (meters)    1452.     (feet)  VERTCON   
 CA0988  ___________________________________________________________________
 CA0988  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CA0988  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CA0988
 CA0988  HORZ ORDER  -  FIRST
 CA0988
 CA0988.The horizontal coordinates were established by classical geodetic methods
 CA0988.and adjusted by the National Geodetic Survey in February 1996..
 CA0988
 CA0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0988
 CA0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0988
 CA0988.The geoid height was determined by GEOID03.
 CA0988
 CA0988;                    North         East     Units Scale Factor Converg.
 CA0988;SPC TX C     - 3,200,433.076   910,531.510   MT  0.99991309   +1 08 27.8
 CA0988;SPC TX C     -10,500,087.52  2,987,302.13   sFT  0.99991309   +1 08 27.8
 CA0988;UTM  14      - 3,480,453.843   583,802.392   MT  0.99968662   +0 27 37.1
 CA0988
 CA0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0988!SPC TX C     -   0.99993468  x   0.99991309  =   0.99984777
 CA0988!UTM  14      -   0.99993468  x   0.99968662  =   0.99962132
 CA0988
 CA0988|---------------------------------------------------------------------|
 CA0988| PID    Reference Object                     Distance      Geod. Az  |
 CA0988|                                                           dddmmss.s |
 CA0988| CV5875 WRIGHT RM 1                          23.217 METERS 01319     |
 CA0988| CV5874 WRIGHT AZ MK                                       1924433.3 |
 CA0988| CV5876 WRIGHT RM 2                          21.937 METERS 27401     |
 CA0988|---------------------------------------------------------------------|
 CA0988
 CA0988                          SUPERSEDED SURVEY CONTROL
 CA0988
 CA0988  NAD 83(1986)-  31 27 20.86930(N)    098 07 04.67110(W) AD(       ) 1
 CA0988  NAD 27      -  31 27 20.28841(N)    098 07 03.55435(W) AD(       ) 1
 CA0988  NGVD 29 (07/19/86)  442.4    (m)         1451.     (f) VERT ANG       
 CA0988
 CA0988.Superseded values are not recommended for survey control.
 CA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0988.See file dsdata.txt to determine how the superseded data were derived.
 CA0988
 CA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8380280454(NAD 83)
 CA0988_MARKER: DS = TRIANGULATION STATION DISK
 CA0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0988_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA0988
 CA0988  HISTORY     - Date     Condition        Report By
 CA0988  HISTORY     - 1967     MONUMENTED       CGS
 CA0988  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0988
 CA0988                          STATION DESCRIPTION
 CA0988
 CA0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0988'THE STATION IS LOCATED ON A HIGH PROMINENT HILL ABOUT 6 MILES
 CA0988'NORTHWEST OF PEARL AND 2-1/2 MILES SOUTHEAST OF EVANT, ON
 CA0988'PROPERTY OWNED BY MR. V.H. WRIGHT.
 CA0988'
 CA0988'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 281
 CA0988'AND 84 AT THE NORTH SIDE OF EVANT, GO EAST ON HIGHWAY 84 FOR
 CA0988'0.4 MILE TO FARM ROAD 183 ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 CA0988'AND SOUTHEAST ON ROAD 183 FOR 2.5 MILES TO A DRIVEWAY ON THE
 CA0988'RIGHT AND A WIRE GATE ON THE LEFT ON TOP OF A HILL.  TURN LEFT,
 CA0988'PASS THROUGH THE GATE AND GO NORTHERLY ON A TRACK ROAD FOR
 CA0988'0.1 MILE TO A BARN AND CORRAL FENCE.  TURN RIGHT, PASS THROUGH
 CA0988'THE CORRAL FENCE.  THENCE TURN LEFT AND GO NORTHERLY ON A
 CA0988'TRACK ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CA0988'CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.2 MILE TO A
 CA0988'TRACK ROAD RIGHT AND THE STATION ON THE RIGHT.
 CA0988'
 CA0988'THE STATION MARK IS A STANDARD DISK STAMPED WRIGHT 1967, SET IN
 CA0988'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH
 CA0988'WITH THE SURFACE OF THE GROUND.  IT IS 39 FEET EAST OF THE
 CA0988'CENTER OF A TRACK ROAD AND 32 FEET SOUTH OF A TRACK ROAD.
 CA0988'
 CA0988'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WRIGHT NO 1 1967,
 CA0988'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH
 CA0988'WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET NORTH OF THE
 CA0988'TRACK ROAD AND 43 FEET EAST OF THE TRACK ROAD.
 CA0988'
 CA0988'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WRIGHT NO 2 1967,
 CA0988'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 CA0988'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 35 FEET WEST OF THE
 CA0988'TRACK ROAD.
 CA0988'
 CA0988'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WRIGHT 1967,
 CA0988'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 CA0988'SURFACE OF THE GROUND.  IT IS 43 FEET WEST-NORTHWEST OF THE CENTER
 CA0988'OF A TRACK ROAD AND 15 FEET SOUTHEAST OF A 10-INCH TREE.
 CA0988'
 CA0988'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 CA0988
 CA0988                          STATION RECOVERY (2001)
 CA0988
 CA0988'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1130 ***********************************************************************
 DN1130  DESIGNATION -  WRIGHT
 DN1130  PID         -  DN1130
 DN1130  STATE/COUNTY-  TX/GRAYSON
 DN1130  USGS QUAD   -  PILOT GROVE (1974)
 DN1130
 DN1130                         *CURRENT SURVEY CONTROL
 DN1130  ___________________________________________________________________
 DN1130* NAD 83(1993)-  33 28 39.01612(N)    096 24 02.54318(W)     ADJUSTED  
 DN1130* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 DN1130  ___________________________________________________________________
 DN1130  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DN1130  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN1130
 DN1130  HORZ ORDER  -  THIRD
 DN1130
 DN1130.The horizontal coordinates were established by classical geodetic methods
 DN1130.and adjusted by the National Geodetic Survey in February 1996..
 DN1130
 DN1130.The orthometric height was scaled from a topographic map.
 DN1130
 DN1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1130
 DN1130.The geoid height was determined by GEOID03.
 DN1130
 DN1130;                    North         East     Units Scale Factor Converg.
 DN1130;SPC TXNC     - 2,202,755.302   795,089.674   MT  0.99990016   +1 08 41.8
 DN1130;SPC TXNC     - 7,226,873.02  2,608,556.71   sFT  0.99990016   +1 08 41.8
 DN1130;UTM  14      - 3,707,248.516   741,531.473   MT  1.00031928   +1 26 04.2
 DN1130
 DN1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1130!SPC TXNC     -   0.99996684  x   0.99990016  =   0.99986700
 DN1130!UTM  14      -   0.99996684  x   1.00031928  =   1.00028611
 DN1130
 DN1130:                Primary Azimuth Mark                     Grid Az
 DN1130:SPC TXNC     -  WRIGHT AZ MK                             359 10 27.6
 DN1130:UTM  14      -  WRIGHT AZ MK                             358 53 05.2
 DN1130
 DN1130|---------------------------------------------------------------------|
 DN1130| PID    Reference Object                     Distance      Geod. Az  |
 DN1130|                                                           dddmmss.s |
 DN1130| CY3169 WRIGHT AZ MK                                       0001909.4 |
 DN1130| DN1069 WHITEWRIGHT MUNICIPAL TANK          APPROX. 3.5 KM 0025706.8 |
 DN1130| CY3170 WRIGHT RM 1                          18.390 METERS 22318     |
 DN1130| CY3171 WRIGHT RM 2                           8.109 METERS 30928     |
 DN1130|---------------------------------------------------------------------|
 DN1130
 DN1130                          SUPERSEDED SURVEY CONTROL
 DN1130
 DN1130  NAD 83(1993)-  33 28 39.01798(N)    096 24 02.54004(W) AD(       ) 3
 DN1130  NAD 83(1986)-  33 28 39.02299(N)    096 24 02.53348(W) AD(       ) 3
 DN1130  NAD 27      -  33 28 38.63210(N)    096 24 01.58980(W) AD(       ) 3
 DN1130
 DN1130.Superseded values are not recommended for survey control.
 DN1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1130.See file dsdata.txt to determine how the superseded data were derived.
 DN1130
 DN1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4153107249(NAD 83)
 DN1130_MARKER: DS = TRIANGULATION STATION DISK
 DN1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1130
 DN1130  HISTORY     - Date     Condition        Report By
 DN1130  HISTORY     - 1957     MONUMENTED       CGS
 DN1130  HISTORY     - 1958     GOOD             CGS
 DN1130  HISTORY     - 1965     GOOD             CGS
 DN1130  HISTORY     - 1966     GOOD             CGS
 DN1130
 DN1130                          STATION DESCRIPTION
 DN1130
 DN1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1130'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF WHITEWRIGHT
 DN1130'ON THE RIGHT-OF-WAY OF STATE HIGHWAY NO. 160.  IT IS 80
 DN1130'FEET EAST OF THE CENTER OF STATE HIGHWAY 160, 30 FEET NORTH
 DN1130'OF THE CENTER OF A GRAVEL ROAD AND 4 FEET NORTHWEST OF A
 DN1130'POWERLINE POLE.  IT IS STAMPED WRIGHT 1957 AND PROJECTS
 DN1130'4 INCHES.
 DN1130'
 DN1130'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 DN1130'IN THE SOUTH HEADWALL OF A CEMENT CULVERT WHICH PROJECTS
 DN1130'18 INCHES.  IT IS 40 FEET EAST OF THE CENTER OF STATE HIGHWAY
 DN1130'160 AND 15 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD.  IT
 DN1130'IS STAMPED WRIGHT NO 1 1957.
 DN1130'
 DN1130'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE CENTER OF STATE
 DN1130'HIGHWAY 160, 46 FEET NORTH OF THE CENTER OF A GRAVEL ROAD
 DN1130'AND 22 FEET NORTHEAST OF A POWERLINE POLE.  IT IS STAMPED
 DN1130'WRIGHT NO 2 1957 AND PROJECTS 4 INCHES.
 DN1130'
 DN1130'THE DISTANCE BETWEEN REFERENCE MARKS IS 64.30 FEET.
 DN1130'
 DN1130'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE
 DN1130'IN THE SOUTH HEAD-WALL OF A CEMENT CULVERT WHICH PROJECTS
 DN1130'18 INCHES.  IT IS 25 FEET WEST OF THE CENTER OF STATE HIGHWAY
 DN1130'160 AND 14 FEET SOUTH OF THE CENTER OF A DIRT ROAD.  IT
 DN1130'IS STAMPED WRIGHT 1957.
 DN1130'
 DN1130'TO REACH FROM THE POST OFFICE IN WHITEWRIGHT GO WEST ON
 DN1130'GRAND STREET FOR 0.55 MILE TO U.S. HIGHWAY 69, TURN LEFT,
 DN1130'AND GO SOUTH ON U.S. HIGHWAY 69 AND STATE HIGHWAY 160 FOR
 DN1130'0.5 MILE TO WHERE U.S. HIGHWAY 69 TURNS LEFT, KEEP STRAIGHT
 DN1130'AHEAD ON STATE HIGHWAY 160 FOR 0.7 MILE TO THE AZIMUTH MARK
 DN1130'ON THE RIGHT AS DESCRIBED, CONTINUE AHEAD FOR 1.1 MILE TO
 DN1130'THE STATION ON THE LEFT AS DESCRIBED.
 DN1130
 DN1130                          STATION RECOVERY (1958)
 DN1130
 DN1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1130'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DN1130'AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1130'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1130
 DN1130                          STATION RECOVERY (1965)
 DN1130
 DN1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WJB)
 DN1130'STATION, R.M.S 1 AND 2, AND AZIMUTH MARK WERE RECOVERED IN
 DN1130'GOOD CONDITION, AS DESCRIBED.
 DN1130
 DN1130                          STATION RECOVERY (1966)
 DN1130
 DN1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RJN)
 DN1130'ALL MARKS FOUND IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1501 ***********************************************************************
 DN1501  DESIGNATION -  WRIGHT
 DN1501  PID         -  DN1501
 DN1501  STATE/COUNTY-  TX/COOKE
 DN1501  USGS QUAD   -  HOOD (1976)
 DN1501
 DN1501                         *CURRENT SURVEY CONTROL
 DN1501  ___________________________________________________________________
 DN1501* NAD 83(1993)-  33 33 37.61317(N)    097 15 30.60641(W)     ADJUSTED  
 DN1501* NAVD 88     -       283.7    (meters)     931.     (feet)  VERTCON   
 DN1501  ___________________________________________________________________
 DN1501  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DN1501  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN1501
 DN1501  HORZ ORDER  -  THIRD
 DN1501
 DN1501.The horizontal coordinates were established by classical geodetic methods
 DN1501.and adjusted by the National Geodetic Survey in February 1996..
 DN1501
 DN1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1501
 DN1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1501
 DN1501.The geoid height was determined by GEOID03.
 DN1501
 DN1501;                    North         East     Units Scale Factor Converg.
 DN1501;SPC TXNC     - 2,210,685.841   715,270.091   MT  0.99991194   +0 40 37.6
 DN1501;SPC TXNC     - 7,252,891.80  2,346,681.96   sFT  0.99991194   +0 40 37.6
 DN1501;UTM  14      - 3,714,779.471   661,656.950   MT  0.99992219   +0 57 46.6
 DN1501
 DN1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1501!SPC TXNC     -   0.99995947  x   0.99991194  =   0.99987141
 DN1501!UTM  14      -   0.99995947  x   0.99992219  =   0.99988166
 DN1501
 DN1501                          SUPERSEDED SURVEY CONTROL
 DN1501
 DN1501  NAD 83(1993)-  33 33 37.61401(N)    097 15 30.60346(W) AD(       ) 3
 DN1501  NAD 83(1986)-  33 33 37.61916(N)    097 15 30.59715(W) AD(       ) 3
 DN1501  NGVD 29 (07/26/91)  283.7    (m)          931.     (f) VERT ANG       
 DN1501
 DN1501.Superseded values are not recommended for survey control.
 DN1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1501.See file dsdata.txt to determine how the superseded data were derived.
 DN1501
 DN1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6165714779(NAD 83)
 DN1501_MARKER: DS = TRIANGULATION STATION DISK
 DN1501_SETTING: 0 = UNSPECIFIED SETTING
 DN1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1501
 DN1501  HISTORY     - Date     Condition        Report By
 DN1501  HISTORY     - 1958     MONUMENTED       USGS
 DN1501  HISTORY     - 19950602 GOOD             USPSQD
 DN1501
 DN1501                          STATION DESCRIPTION
 DN1501
 DN1501'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1501'WRIGHT, COOKE COUNTY, TEXAS.  STATION IS LOCATED ABOUT 1.6 MI.
 DN1501'(AIRLINE) E. OF AND 1.5 MI. S. OF REED, TEXAS.  ABOUT 7 MI. W. AND
 DN1501'5 MI. S. OF GAINESVILLE, TEXAS.  ON E. SIDE OF N-S. RD., SW. OF BARN.
 DN1501'
 DN1501'TO REACH THE STATION FROM THE GENERAL STORE IN REED, GO NE. ON FM 1630
 DN1501'FOR 0.9 MI. TO T-RD. S., TURN RIGHT, GO 2.0 MI. S., PASSING THE
 DN1501'CARTWRIGHT FARM, TO THE STATION ON THE LEFT AS DESCRIBED, 30 FT. W. OF
 DN1501'SW. CORNER OF BARN, 26 FT. E. OF CENTERLINE OF RD., 20 FT. N. OF
 DN1501'CENTERLINE OF DRIVE.
 DN1501'
 DN1501'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST PROJECTING
 DN1501'0.2 FT., STAMPED---WRIGHT - ET 1958---.
 DN1501
 DN1501                          STATION RECOVERY (1995)
 DN1501
 DN1501'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0862 ***********************************************************************
 BM0862  DESIGNATION -  WRIGHT RM A 1967
 BM0862  PID         -  BM0862
 BM0862  STATE/COUNTY-  TX/LEE
 BM0862  USGS QUAD   -  LEXINGTON (1982)
 BM0862
 BM0862                         *CURRENT SURVEY CONTROL
 BM0862  ___________________________________________________________________
 BM0862* NAD 83(1993)-  30 23 33.55209(N)    097 07 30.05560(W)     ADJUSTED  
 BM0862* NAVD 88     -       145.8    (meters)     478.     (feet)  VERTCON   
 BM0862  ___________________________________________________________________
 BM0862  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BM0862  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0862
 BM0862  HORZ ORDER  -  FIRST
 BM0862
 BM0862.The horizontal coordinates were established by classical geodetic methods
 BM0862.and adjusted by the National Geodetic Survey in February 1996..
 BM0862
 BM0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0862
 BM0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0862
 BM0862.The geoid height was determined by GEOID03.
 BM0862
 BM0862;                    North         East     Units Scale Factor Converg.
 BM0862;SPC TX C     - 3,084,925.999 1,008,270.822   MT  0.99993778   +1 39 08.9
 BM0862;SPC TX C     -10,121,128.05  3,307,968.52   sFT  0.99993778   +1 39 08.9
 BM0862;UTM  14      - 3,363,787.356   680,137.579   MT  1.00000033   +0 56 55.9
 BM0862
 BM0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0862!SPC TX C     -   0.99998121  x   0.99993778  =   0.99991899
 BM0862!UTM  14      -   0.99998121  x   1.00000033  =   0.99998154
 BM0862
 BM0862:                Primary Azimuth Mark                     Grid Az
 BM0862:SPC TX C     -  LEXINGTON ATT MICROWAVE KKK 35           070 19 22.8
 BM0862:UTM  14      -  LEXINGTON ATT MICROWAVE KKK 35           071 01 35.8
 BM0862
 BM0862|---------------------------------------------------------------------|
 BM0862| PID    Reference Object                     Distance      Geod. Az  |
 BM0862|                                                           dddmmss.s |
 BM0862| BM0861 LEXINGTON ATT MICROWAVE KKK 35      APPROX. 9.1 KM 0715831.7 |
 BM0862| BM1044 SINCLAIR 2                          APPROX.12.2 KM 0894459.7 |
 BM0862| BM0863 WRIGHT                               27.979 METERS 33714     |
 BM0862|---------------------------------------------------------------------|
 BM0862
 BM0862                          SUPERSEDED SURVEY CONTROL
 BM0862
 BM0862  NAD 83(1986)-  30 23 33.57187(N)    097 07 30.03795(W) AD(       ) 1
 BM0862  NAD 27      -  30 23 32.82053(N)    097 07 29.07943(W) AD(       ) 1
 BM0862  NGVD 29 (07/19/86)  145.7    (m)          478.     (f) VERT ANG       
 BM0862
 BM0862.Superseded values are not recommended for survey control.
 BM0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0862.See file dsdata.txt to determine how the superseded data were derived.
 BM0862
 BM0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU8013863787(NAD 83)
 BM0862_MARKER: DS = TRIANGULATION STATION DISK
 BM0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0862+STABILITY: SURFACE MOTION
 BM0862
 BM0862  HISTORY     - Date     Condition        Report By
 BM0862  HISTORY     - 1967     MONUMENTED       CGS
 BM0862
 BM0862                          STATION DESCRIPTION
 BM0862
 BM0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0862'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF LINCOLN,
 BM0862'10 MILES NORTHEAST OF MC DADE, 6-1/2 MILES WEST OF LEXINGTON
 BM0862'AND ON LAND OWNED BY MR. GLENN WRIGHT.
 BM0862'
 BM0862'THE STATION IS A STANDARD DISK STAMPED WRIGHT RM A 1967, SET IN
 BM0862'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 BM0862'IS 170 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST SET IN A
 BM0862'FENCE LINE, 146 FEET SOUTH-SOUTHEAST OF THE CENTER OF FARM ROAD
 BM0862'696 AND 106 FEET SOUTHWEST OF A FENCE.
 BM0862'
 BM0862'A TRAVERSE CONNECTION WAS MADE TO STATION WRIGHT 1967.
 BM0862'
 BM0862'FOR A ROUTE TO REACH THE STATION, SEE DESCRIPTION FOR STATION
 BM0862'WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0155 ***********************************************************************
 BB0155  DESIGNATION -  WS 1
 BB0155  PID         -  BB0155
 BB0155  STATE/COUNTY-  TX/PRESIDIO
 BB0155  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0155
 BB0155                         *CURRENT SURVEY CONTROL
 BB0155  ___________________________________________________________________
 BB0155* NAD 83(1986)-  29 33 30.     (N)    104 23 15.     (W)     SCALED    
 BB0155* NAVD 88     -       783.724  (meters)    2571.27   (feet)  ADJUSTED  
 BB0155  ___________________________________________________________________
 BB0155  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BB0155  DYNAMIC HT  -         782.452 (meters)    2567.09  (feet)  COMP
 BB0155  MODELED GRAV-     978,994.9   (mgal)                       NAVD 88
 BB0155
 BB0155  VERT ORDER  -  FIRST     CLASS II
 BB0155
 BB0155.The horizontal coordinates were scaled from a topographic map and have
 BB0155.an estimated accuracy of +/- 6 seconds.
 BB0155
 BB0155.The orthometric height was determined by differential leveling
 BB0155.and adjusted by the National Geodetic Survey in June 1991..
 BB0155
 BB0155.The geoid height was determined by GEOID03.
 BB0155
 BB0155.The dynamic height is computed by dividing the NAVD 88
 BB0155.geopotential number by the normal gravity value computed on the
 BB0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0155.degrees latitude (g = 980.6199 gals.).
 BB0155
 BB0155.The modeled gravity was interpolated from observed gravity values.
 BB0155
 BB0155;                    North         East    Units  Estimated Accuracy
 BB0155;SPC TXSC     - 4,203,200.       78,150.      MT  (+/- 180 meters Scaled)
 BB0155
 BB0155                          SUPERSEDED SURVEY CONTROL
 BB0155
 BB0155  NGVD 29 (??/??/92)  783.332  (m)         2569.98   (f) ADJ UNCH    1 2
 BB0155
 BB0155.Superseded values are not recommended for survey control.
 BB0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0155.See file dsdata.txt to determine how the superseded data were derived.
 BB0155
 BB0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN593700(NAD 83)
 BB0155_MARKER: DD = SURVEY DISK
 BB0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0155_SP_SET: MONUMENT
 BB0155_STAMPING: WS 1
 BB0155_MARK LOGO: IBWC  
 BB0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BB0155+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 BB0155
 BB0155  HISTORY     - Date     Condition        Report By
 BB0155  HISTORY     - UNK      MONUMENTED       IBWC
 BB0155  HISTORY     - 1974     GOOD             NGS
 BB0155  HISTORY     - 1981     GOOD             NGS
 BB0155  HISTORY     - 20020905 GOOD             JCLS
 BB0155
 BB0155                          STATION DESCRIPTION
 BB0155
 BB0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BB0155'IN PRESIDIO.
 BB0155'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0155'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN RIGHT AND GO WESTERLY
 BB0155'ON U.S. 67 FOR 1.1 MILES TO MARK ON THE LEFT, 30.5 FEET SOUTH OF THE
 BB0155'CENTER OF U.S. HIGHWAY 67, 10.0 FEET WEST OF THE CENTER OF THE DIKE
 BB0155'ROAD, 3.0 FEET SOUTHWEST OF THE FENCE CORNER POST, AND SET IN THE TOP
 BB0155'OF 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 BB0155'GROUND.
 BB0155
 BB0155                          STATION RECOVERY (1981)
 BB0155
 BB0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0155'1.7 KM (1.05 MI) WEST ALONG U.S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0155'WITH FARM ROAD 170 IN PRESIDIO, 0.4 KM (0.25 MI) EAST OF THE U.S.
 BB0155'CUSTOMS BORDER PORT OF ENTRY STATION, 7.5 METERS (24.5 FT) SOUTH
 BB0155'OF THE CENTERLINE OF THE HIGHWAY, 0.9 METER (3.0 FT) SOUTHWEST OF
 BB0155'A FENCE CORNER, AND 0.9 METER (3.0 FT) WEST OF A FENCE.
 BB0155'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST AND FENCE
 BB0155'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BB0155
 BB0155                          STATION RECOVERY (2002)
 BB0155
 BB0155'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 BB0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0037 ***********************************************************************
 BB0037  DESIGNATION -  WS 2
 BB0037  PID         -  BB0037
 BB0037  STATE/COUNTY-  TX/PRESIDIO
 BB0037  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0037
 BB0037                         *CURRENT SURVEY CONTROL
 BB0037  ___________________________________________________________________
 BB0037* NAD 83(1986)-  29 32 43.     (N)    104 22 40.     (W)     SCALED    
 BB0037* NAVD 88     -       782.921  (meters)    2568.63   (feet)  ADJUSTED  
 BB0037  ___________________________________________________________________
 BB0037  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BB0037  DYNAMIC HT  -         781.651 (meters)    2564.47  (feet)  COMP
 BB0037  MODELED GRAV-     978,996.0   (mgal)                       NAVD 88
 BB0037
 BB0037  VERT ORDER  -  SECOND    CLASS 0
 BB0037
 BB0037.The horizontal coordinates were scaled from a topographic map and have
 BB0037.an estimated accuracy of +/- 6 seconds.
 BB0037
 BB0037.The orthometric height was determined by differential leveling
 BB0037.and adjusted by the National Geodetic Survey in June 1991..
 BB0037
 BB0037.The geoid height was determined by GEOID03.
 BB0037
 BB0037.The dynamic height is computed by dividing the NAVD 88
 BB0037.geopotential number by the normal gravity value computed on the
 BB0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0037.degrees latitude (g = 980.6199 gals.).
 BB0037
 BB0037.The modeled gravity was interpolated from observed gravity values.
 BB0037
 BB0037;                    North         East    Units  Estimated Accuracy
 BB0037;SPC TXSC     - 4,201,710.       79,020.      MT  (+/- 180 meters Scaled)
 BB0037
 BB0037                          SUPERSEDED SURVEY CONTROL
 BB0037
 BB0037  NGVD 29 (??/??/92)  782.527  (m)         2567.34   (f) ADJ UNCH    2 0
 BB0037
 BB0037.Superseded values are not recommended for survey control.
 BB0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0037.See file dsdata.txt to determine how the superseded data were derived.
 BB0037
 BB0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN602685(NAD 83)
 BB0037_MARKER: DD = SURVEY DISK
 BB0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0037_SP_SET: MONUMENT
 BB0037_STAMPING: WS 2
 BB0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0037
 BB0037  HISTORY     - Date     Condition        Report By
 BB0037  HISTORY     - UNK      MONUMENTED       IBWC
 BB0037  HISTORY     - 1974     GOOD             NGS
 BB0037
 BB0037                          STATION DESCRIPTION
 BB0037
 BB0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BB0037'1.3 MI SSW FROM PRESIDIO.
 BB0037'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0037'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN RIGHT AND GO WEST ON
 BB0037'U.S. 67 FOR 0.25 MILE TO THE OIL FLYER CAFE ON THE LEFT, TURN LEFT AND
 BB0037'GO SOUTH FOR ONE BLOCK THEN JOG RIGHT FOR ONE BLOCK AND CONTINUE SOUTH
 BB0037'ON MAIN TRACK ROAD FOR 0.6 MILE TO THE RAILROAD TRACK, CROSS TRACK AND
 BB0037'CONTINUE SOUTH ALONG THE EAST SIDE OF RAILROAD TRACK FOR 0.15 MILE TO
 BB0037'A THREE-WAY FORK, TAKE CENTER FORK STRAIGHT AHEAD AND CONTINUE SOUTH
 BB0037'FOR 0.3 MILE TO A DIKE ROAD ON THE LEFT, TURN LEFT AND GO SOUTHEAST
 BB0037'ALONG THE TOP OF THE DIKE FOR 153 FEET TO MARK ON THE RIGHT, 3 FEET
 BB0037'NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A 12-INCH SQUARE
 BB0037'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1944 ***********************************************************************
 AY1944  DESIGNATION -  WURZBACH
 AY1944  PID         -  AY1944
 AY1944  STATE/COUNTY-  TX/MEDINA
 AY1944  USGS QUAD   -  LA COSTE NE (1982)
 AY1944
 AY1944                         *CURRENT SURVEY CONTROL
 AY1944  ___________________________________________________________________
 AY1944* NAD 83(1993)-  29 26 08.60374(N)    098 50 32.14404(W)     ADJUSTED  
 AY1944* NAVD 88     -       353.     (meters)    1158.     (feet)  SCALED    
 AY1944  ___________________________________________________________________
 AY1944  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AY1944  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AY1944
 AY1944  HORZ ORDER  -  SECOND
 AY1944
 AY1944.The horizontal coordinates were established by classical geodetic methods
 AY1944.and adjusted by the National Geodetic Survey in February 1996..
 AY1944
 AY1944.The orthometric height was scaled from a topographic map.
 AY1944
 AY1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1944
 AY1944.The geoid height was determined by GEOID03.
 AY1944
 AY1944;                    North         East     Units Scale Factor Converg.
 AY1944;SPC TXSC     - 4,177,597.471   615,302.820   MT  0.99986479   +0 04 38.2
 AY1944;SPC TXSC     -13,706,001.04  2,018,706.00   sFT  0.99986479   +0 04 38.2
 AY1944;UTM  14      - 3,256,271.939   515,298.783   MT  0.99960289   +0 04 39.1
 AY1944
 AY1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1944!SPC TXSC     -   0.99994839  x   0.99986479  =   0.99981319
 AY1944!UTM  14      -   0.99994839  x   0.99960289  =   0.99955130
 AY1944
 AY1944                          SUPERSEDED SURVEY CONTROL
 AY1944
 AY1944  NAD 83(1986)-  29 26 08.60740(N)    098 50 32.12660(W) AD(       ) 2
 AY1944  NAD 27      -  29 26 07.77000(N)    098 50 31.02900(W) AD(       ) 2
 AY1944
 AY1944.Superseded values are not recommended for survey control.
 AY1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1944.See file dsdata.txt to determine how the superseded data were derived.
 AY1944
 AY1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1529956272(NAD 83)
 AY1944_MARKER: P = PIPE CAP
 AY1944_SETTING: 0 = UNSPECIFIED SETTING
 AY1944
 AY1944  HISTORY     - Date     Condition        Report By
 AY1944  HISTORY     - 1924     MONUMENTED       USGS
 AY1944  HISTORY     - 1937     GOOD             TXHD
 AY1944  HISTORY     - 1956     GOOD             AMS
 AY1944
 AY1944                          STATION DESCRIPTION
 AY1944
 AY1944'DESCRIBED BY US GEOLOGICAL SURVEY 1924 (HO)
 AY1944'AN IRON PIPE PROJECTING 12 INCHES ABOVE GROUND, AND 6.366 METERS
 AY1944'(20.89 FEET) N 03 DEG 48 MIN E FROM STATION MEDINA.
 AY1944
 AY1944                          STATION RECOVERY (1937)
 AY1944
 AY1944'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1944'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AY1944
 AY1944                          STATION RECOVERY (1956)
 AY1944
 AY1944'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1944'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS SET IN A
 AY1944'3-INCH IRON PIPE PROJECTING 14 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0437 ***********************************************************************
 BO0437  DESIGNATION -  WYATT
 BO0437  PID         -  BO0437
 BO0437  STATE/COUNTY-  TX/SUTTON
 BO0437  USGS QUAD   -  BROKELEG MOUNTAIN (1982)
 BO0437
 BO0437                         *CURRENT SURVEY CONTROL
 BO0437  ___________________________________________________________________
 BO0437* NAD 83(1993)-  30 32 54.62815(N)    100 12 59.39508(W)     ADJUSTED  
 BO0437* NAVD 88     -       753.     (meters)    2470.     (feet)  SCALED    
 BO0437  ___________________________________________________________________
 BO0437  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BO0437  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 BO0437
 BO0437  HORZ ORDER  -  SECOND
 BO0437
 BO0437.The horizontal coordinates were established by classical geodetic methods
 BO0437.and adjusted by the National Geodetic Survey in February 1996..
 BO0437
 BO0437.The orthometric height was scaled from a topographic map.
 BO0437
 BO0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0437
 BO0437.The geoid height was determined by GEOID03.
 BO0437
 BO0437;                    North         East     Units Scale Factor Converg.
 BO0437;SPC TX C     - 3,097,762.932   711,209.456   MT  0.99991278   +0 03 36.6
 BO0437;SPC TX C     -10,163,243.89  2,333,359.69   sFT  0.99991278   +0 03 36.6
 BO0437;UTM  14      - 3,380,196.653   383,317.848   MT  0.99976795   -0 37 06.2
 BO0437
 BO0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0437!SPC TX C     -   0.99988523  x   0.99991278  =   0.99979802
 BO0437!UTM  14      -   0.99988523  x   0.99976795  =   0.99965321
 BO0437
 BO0437|---------------------------------------------------------------------|
 BO0437| PID    Reference Object                     Distance      Geod. Az  |
 BO0437|                                                           dddmmss.s |
 BO0437| CV5881 WYATT RM 1                           28.155 METERS 05139     |
 BO0437| CV5882 WYATT RM 2                           25.815 METERS 14435     |
 BO0437| CV5880 WYATT AZ MK                                        2372200.2 |
 BO0437| BO0436 OIL WELL DERRICK DRILLING RIG        44.921 METERS 35404     |
 BO0437|---------------------------------------------------------------------|
 BO0437
 BO0437                          SUPERSEDED SURVEY CONTROL
 BO0437
 BO0437  NAD 83(1986)-  30 32 54.63053(N)    100 12 59.38202(W) AD(       ) 2
 BO0437  NAD 27      -  30 32 53.96300(N)    100 12 58.07200(W) AD(       ) 2
 BO0437
 BO0437.Superseded values are not recommended for survey control.
 BO0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0437.See file dsdata.txt to determine how the superseded data were derived.
 BO0437
 BO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8331880197(NAD 83)
 BO0437_MARKER: DS = TRIANGULATION STATION DISK
 BO0437_SETTING: 66 = SET IN ROCK OUTCROP
 BO0437
 BO0437  HISTORY     - Date     Condition        Report By
 BO0437  HISTORY     - 1944     MONUMENTED       CGS
 BO0437
 BO0437                          STATION DESCRIPTION
 BO0437
 BO0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0437'STATION IS LOCATED BY AIR LINE DISTANCES 26 MILES E OF SONORA, 27
 BO0437'MILES W OF JUNCTION, AND 10 MILES WNW OF ROOSEVELT.  ON THE
 BO0437'HIGHEST RIDGE IN THE VICINITY, WHICH IS COVERED WITH CEDAR TREES.
 BO0437'STATION IS ON LAND OWNED BY MR. C.D. WYATT OF SONORA AND LEASED BY
 BO0437'MR. CARNIE WYATT, HIS SON.  IT IS 145 FEET S OF AN OIL-RIG
 BO0437'DERRICK, 147.6 FEET S OF THE CENTER OF THE WELL CASING, 82.2 FEET
 BO0437'NNW OF THE NE CORNER OF A SMALL CABIN, AND 78.8 FEET NNW OF THE NW
 BO0437'CORNER.
 BO0437'
 BO0437'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 BO0437'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 BO0437'WYATT 1944.
 BO0437'
 BO0437'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 BO0437'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 BO0437'WYATT NO 1 1944.  IT IS 126 FEET SE OF THE OIL-RIG DERRICK AND
 BO0437'125.3 FEET SE OF THE CENTER OF THE WELL CASING.
 BO0437'
 BO0437'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 BO0437'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 BO0437'STAMPED WYATT NO 2 1944.  IT IS 9.8 FEET ENE OF THE NE CORNER OF
 BO0437'THE CABIN.
 BO0437'
 BO0437'AZIMUTH MARK IS 75 YARDS NW OF TRACK ROAD, ON THE SW END OF
 BO0437'THE RIDGE, IN A SMALL CLEARING, AND 5 FEET SE OF A WOODEN WITNESS
 BO0437'POST.  IT IS A BRONZE AZIMUTH DISK CEMENTED IN OUTCROPPING
 BO0437'BEDROCK 8 INCHES ABOVE THE GROUND.  IT IS STAMPED WYATT 1944.
 BO0437'SMALL AMOUNT OF CLEARING REQUIRED NEAR STATION.
 BO0437'
 BO0437'TO REACH THE STATION FROM ROOSEVELT, GO W ON U.S. HIGHWAY 290
 BO0437'FOR 12.5 MILES TO THE CONCRETE BRIDGE OVER THE NORTH LLANO RIVER.
 BO0437'CONTINUE W ON THE HIGHWAY FOR 8.3 MILES TO A ROAD RIGHT (N) ACROSS
 BO0437'A CATTLE GUARD.  (THIS ROAD IS 22.5 MILES BY HIGHWAY DISTANCE FROM
 BO0437'SONORA AND 3.6 MILES E OF THE ROSS ROAD.) TURN RIGHT ACROSS THE
 BO0437'CATTLE GUARD AND FOLLOW THE GRADED ROAD N FOR 1.1 MILES.  TAKE
 BO0437'RIGHT FORK THROUGH A BUMPER GATE AND PROCEED NE FOR 3.5 MILES
 BO0437'TO A T-ROAD RIGHT AT SIGN CARNIE WYATT.  TURN RIGHT ON THIS
 BO0437'T-ROAD FOR 1.3 MILES TO A BOARD GATE.  PASS THROUGH THE GATE
 BO0437'AND CONTINUE 0.9 MILE TO A TRACK ROAD LEFT ABOUT 0.1 MILE BEFORE
 BO0437'REACHING ANOTHER BOARD GATE.  TAKE THIS TRACK ROAD LEFT, UP
 BO0437'W SIDE OF WASH FOR 0.15 MILE.  THENCE FOLLOW TRACK ROAD
 BO0437'ACROSS WASH, AND TAKE LEFT FORK UP E SIDE OF WASH.  THIS FORK
 BO0437'IS JUST BELOW THE RANCH HOUSE.  FOLLOW THE TRACK ROAD UP THE
 BO0437'WASH FOR 0.1 MILE.  PASS THROUGH A GATE AND CONTINUE UP THE
 BO0437'CANYON, KEEPING ON MAIN ROAD, FOR 1.35 MILES TO ANOTHER GATE.
 BO0437'GO THROUGH THIS GATE AND PROCEED 0.1 MILE.  HERE BEAR LEFT
 BO0437'WITH MAIN TRACKS AND FOLLOW THEM FOR 0.65 MILE TO A FORK.  A TREE
 BO0437'WITH A TRIANGULAR BLAZE ON LEFT HERE.  TAKE THE RIGHT FORK 0.6
 BO0437'MILE TO A CAIRN ON LEFT, WHERE ROAD RUNS ACROSS ROCKY AREA.
 BO0437'AZIMUTH MARK IS ABOUT 75 YARDS TO LEFT HERE.  CONTINUE E ON
 BO0437'THE ROAD FOR 0.45 MILE TO TOP OF HILL, SMALL CABIN, AND STATION
 BO0437'IN SLIGHT CLEARING.  AN OIL-WELL DRILLING RIG WAS HERE AT THE
 BO0437'TIME OF OCCUPATION.
 BO0437'
 BO0437'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3043 ***********************************************************************
 CS3043  DESIGNATION -  WYATT
 CS3043  PID         -  CS3043
 CS3043  STATE/COUNTY-  TX/ELLIS
 CS3043  USGS QUAD   -  VENUS (1978)
 CS3043
 CS3043                         *CURRENT SURVEY CONTROL
 CS3043  ___________________________________________________________________
 CS3043* NAD 83(1993)-  32 27 07.36530(N)    097 03 30.72050(W)     ADJUSTED  
 CS3043* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 CS3043  ___________________________________________________________________
 CS3043  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 CS3043  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CS3043
 CS3043  HORZ ORDER  -  THIRD
 CS3043
 CS3043.The horizontal coordinates were established by classical geodetic methods
 CS3043.and adjusted by the National Geodetic Survey in February 1996..
 CS3043
 CS3043.The orthometric height was scaled from a topographic map.
 CS3043
 CS3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3043
 CS3043.The geoid height was determined by GEOID03.
 CS3043
 CS3043;                    North         East     Units Scale Factor Converg.
 CS3043;SPC TXNC     - 2,088,021.327   735,522.043   MT  0.99992699   +0 47 10.2
 CS3043;SPC TXNC     - 6,850,449.97  2,413,125.24   sFT  0.99992699   +0 47 10.2
 CS3043;UTM  14      - 3,592,202.824   682,491.398   MT  1.00001069   +1 02 31.4
 CS3043
 CS3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3043!SPC TXNC     -   0.99997442  x   0.99992699  =   0.99990141
 CS3043!UTM  14      -   0.99997442  x   1.00001069  =   0.99998511
 CS3043
 CS3043|---------------------------------------------------------------------|
 CS3043| PID    Reference Object                     Distance      Geod. Az  |
 CS3043|                                                           dddmmss.s |
 CS3043| CY3173 WYATT RM 1                           27.941 METERS 06009     |
 CS3043| CS2736 MIDLOTHIAN MUNICIPAL TANK           APPROX. 7.0 KM 0601932.6 |
 CS3043| CY3172 WYATT AZ MK                                        0612445.6 |
 CS3043| CY3174 WYATT RM 2                           27.792 METERS 24032     |
 CS3043|---------------------------------------------------------------------|
 CS3043
 CS3043                          SUPERSEDED SURVEY CONTROL
 CS3043
 CS3043  NAD 83(1986)-  32 27 07.37093(N)    097 03 30.70139(W) AD(       ) 3
 CS3043  NAD 27      -  32 27 06.86600(N)    097 03 29.68100(W) AD(       ) 3
 CS3043
 CS3043.Superseded values are not recommended for survey control.
 CS3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3043.See file dsdata.txt to determine how the superseded data were derived.
 CS3043
 CS3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8249192203(NAD 83)
 CS3043_MARKER: DS = TRIANGULATION STATION DISK
 CS3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3043
 CS3043  HISTORY     - Date     Condition        Report By
 CS3043  HISTORY     - 1947     MONUMENTED       CGS
 CS3043  HISTORY     - 1959     GOOD             CGS
 CS3043  HISTORY     - 1960     GOOD             CGS
 CS3043  HISTORY     - 1969     GOOD             CGS
 CS3043  HISTORY     - 1981     GOOD             LOCENG
 CS3043
 CS3043                          STATION DESCRIPTION
 CS3043
 CS3043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS3043'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF THE TOWN
 CS3043'OF VENUS AND 4 MILES SOUTHWEST OF MIDLOTHIAN, ON THE RIGHT-OF-WAY
 CS3043'OF U.S. HIGHWAY 67.  IT IS 49 FEET SOUTHEAST OF THE CENTER
 CS3043'OF THE HIGHWAY, 49 FEET NORTHWEST OF THE NORTH RAIL OF THE
 CS3043'RAILROAD TRACKS, 19.5 FEET NORTH OF A TELEPHONE POLE AND IS
 CS3043'ACROSS THE HIGHWAY, SOUTHEAST OF A SIDE ROAD RUNNING NORTHWEST.
 CS3043'IT IS STAMPED WYATT 1947 AND IS FLUSH WITH THE SURFACE OF
 CS3043'THE GROUND.
 CS3043'
 CS3043'REFERENCE MARK NO. 1 IS 47 FEET SOUTHEAST OF THE CENTER OF THE
 CS3043'HIGHWAY AND 51 FEET NORTHWEST OF THE NORTH RAIL OF THE RAILROAD
 CS3043'TRACKS.  IT IS STAMPED WYATT NO 1 1947 AND IS FLUSH WITH THE
 CS3043'SURFACE OF THE GROUND.
 CS3043'
 CS3043'REFERENCE MARK NO. 2 IS 50 FEET SOUTHEAST OF THE CENTER OF THE
 CS3043'HIGHWAY AND 48 FEET NORTHWEST OF THE NORTH RAIL OF THE RAILROAD
 CS3043'TRACKS.  IT IS STAMPED WYATT NO 2 1947 AND IS FLUSH WITH THE
 CS3043'SURFACE OF THE GROUND.
 CS3043'
 CS3043'AZIMUTH MARK IS ON THE RIGHT-OF-WAY 51 FEET SOUTHEAST OF THE
 CS3043'CENTER OF U.S. HIGHWAY 67, 47.5 FEET NORTHWEST OF THE NORTH
 CS3043'RAIL OF THE RAILROAD TRACKS AND 2 FEET SOUTHWEST OF A HIGHWAY
 CS3043'MARKER (A 6-INCH SQUARE CONCRETE POST PROJECTING 2 FEET).
 CS3043'IT IS STAMPED WYATT 1947 AND IS FLUSH WITH THE SURFACE OF THE
 CS3043'GROUND.
 CS3043'
 CS3043'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 67 AND 287 IN
 CS3043'MIDLOTHIAN, GO SOUTHWEST ON U.S. NO. 67 FOR 3.5 MILES TO THE
 CS3043'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTHWESTERLY
 CS3043'FOR 0.55 MILE TO THE STATION MARK ON THE LEFT.
 CS3043'
 CS3043'A 15 FOOT SIGNAL AT SOAP IS VISIBLE AT 77 FEET.
 CS3043'
 CS3043'A 74 FOOT SIGNAL AT ESKRIDGE IS VISIBLE FROM THE GROUND.
 CS3043'
 CS3043'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS3043
 CS3043                          STATION RECOVERY (1959)
 CS3043
 CS3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS3043'THIS STATION, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 CS3043'RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS ACROSS THE
 CS3043'HIGHWAY SOUTHEAST FROM A WHITE HOUSE.
 CS3043
 CS3043                          STATION RECOVERY (1960)
 CS3043
 CS3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3043'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 CS3043'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CS3043'STATION SITE ARE CORRECT.
 CS3043
 CS3043                          STATION RECOVERY (1969)
 CS3043
 CS3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS3043'STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK
 CS3043'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 CS3043'AND ROUTE PROCEEDING TO STATION ARE ADEQUATE FOR RECOVERY.
 CS3043'
 CS3043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 CS3043'MILES NORTHEAST OF VENUS
 CS3043
 CS3043                          STATION RECOVERY (1981)
 CS3043
 CS3043'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JN)
 CS3043'WYATT 1947 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS3043'
 CS3043'RM 1 AND RM 2 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS3043'
 CS3043'AZI MARK RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS3043'
 CS3043'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI N.E OF VENUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0806 ***********************************************************************
 CV0806  DESIGNATION -  WYATT
 CV0806  PID         -  CV0806
 CV0806  STATE/COUNTY-  TX/ECTOR
 CV0806  USGS QUAD   -  BEDFORD RANCH (1971)
 CV0806
 CV0806                         *CURRENT SURVEY CONTROL
 CV0806  ___________________________________________________________________
 CV0806* NAD 83(1993)-  32 05 09.67922(N)    102 47 49.14596(W)     ADJUSTED  
 CV0806* NAVD 88     -      1005.9    (meters)    3300.     (feet)  VERTCON   
 CV0806  ___________________________________________________________________
 CV0806  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CV0806  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CV0806
 CV0806  HORZ ORDER  -  FIRST
 CV0806
 CV0806.The horizontal coordinates were established by classical geodetic methods
 CV0806.and adjusted by the National Geodetic Survey in February 1996..
 CV0806
 CV0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0806
 CV0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0806
 CV0806.The geoid height was determined by GEOID03.
 CV0806
 CV0806;                    North         East     Units Scale Factor Converg.
 CV0806;SPC TX C     - 3,270,791.929   467,424.312   MT  1.00006074   -1 16 08.1
 CV0806;SPC TX C     -10,730,923.19  1,533,541.26   sFT  1.00006074   -1 16 08.1
 CV0806;SPC TXNC     - 2,054,799.110   194,451.587   MT  1.00001344   -2 20 36.8
 CV0806;SPC TXNC     - 6,741,453.41    637,963.25   sFT  1.00001344   -2 20 36.8
 CV0806;UTM  13      - 3,552,094.542   707,914.522   MT  1.00013314   +1 10 14.3
 CV0806
 CV0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0806!SPC TX C     -   0.99984570  x   1.00006074  =   0.99990643
 CV0806!SPC TXNC     -   0.99984570  x   1.00001344  =   0.99985914
 CV0806!UTM  13      -   0.99984570  x   1.00013314  =   0.99997882
 CV0806
 CV0806:                Primary Azimuth Mark                     Grid Az
 CV0806:SPC TX C     -  UNIVERSITY TEX B 11 SECS 32 33           049 04 18.8
 CV0806:SPC TXNC     -  UNIVERSITY TEX B 11 SECS 32 33           050 08 47.5
 CV0806:UTM  13      -  UNIVERSITY TEX B 11 SECS 32 33           046 37 56.4
 CV0806
 CV0806|---------------------------------------------------------------------|
 CV0806| PID    Reference Object                     Distance      Geod. Az  |
 CV0806|                                                           dddmmss.s |
 CV0806| CV0805 UNIVERSITY TEX B 11 SECS 32 33      APPROX. 0.9 KM 0474810.7 |
 CV0806| CH9980 WYATT RM 2                           39.374 METERS 25456     |
 CV0806| CH9979 WYATT RM 1                           35.756 METERS 34758     |
 CV0806|---------------------------------------------------------------------|
 CV0806
 CV0806                          SUPERSEDED SURVEY CONTROL
 CV0806
 CV0806  NAD 83(1993)-  32 05 09.68059(N)    102 47 49.13776(W) AD(       ) 1
 CV0806  NAD 83(1986)-  32 05 09.67933(N)    102 47 49.13552(W) AD(       ) 1
 CV0806  NAD 27      -  32 05 09.28200(N)    102 47 47.56500(W) AD(       ) 1
 CV0806  NGVD 29 (07/19/86) 1005.5    (m)         3299.     (f) VERT ANG       
 CV0806
 CV0806.Superseded values are not recommended for survey control.
 CV0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0806.See file dsdata.txt to determine how the superseded data were derived.
 CV0806
 CV0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR0791552095(NAD 83)
 CV0806_MARKER: DS = TRIANGULATION STATION DISK
 CV0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0806
 CV0806  HISTORY     - Date     Condition        Report By
 CV0806  HISTORY     - 1935     MONUMENTED       CGS
 CV0806  HISTORY     - 1938     GOOD             TXHD
 CV0806  HISTORY     - 1944     GOOD             LOCENG
 CV0806  HISTORY     - 1947     GOOD             PHILIP
 CV0806  HISTORY     - 1967     GOOD             CGS
 CV0806  HISTORY     - 1970     GOOD             USGS
 CV0806  HISTORY     - 20030720 POOR             INDIV
 CV0806
 CV0806                          STATION DESCRIPTION
 CV0806
 CV0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0806'THE STATION IS LOCATED ABOUT 21 MILES SW OF ANDREWS, 2-3/4 MILES
 CV0806'W OF THE H-RANCH BUILDINGS, AND 1/2 MILE SE OF THE INTERSECTION
 CV0806'OF THREE COUNTIES, VIZ ECTOR, ANDREWS AND WINKLER.  THE STATION
 CV0806'IS ON FIRM PASTURE LAND IN THE BREAKS AND IS 3 MILES S OF A ROW
 CV0806'OF HIGH SAND DUNES.  THE STATION MARK PROJECTS 6 INCHES, AND
 CV0806'IS 100 YARDS, NW OF A PLAIN RANCH ROAD, AND 200 YARDS NW OF
 CV0806'THE W EDGE OF A DIRT TANK.
 CV0806'
 CV0806'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CV0806'DISKS SET IN CONCRETE.
 CV0806'
 CV0806'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND IS N OF THE STATION.
 CV0806'
 CV0806'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND IS W OF THE STATION.
 CV0806'
 CV0806'THE AZIMUTH MARK PROJECTS 12 INCHES, AND IS NE OF THE STATION.
 CV0806'IT IS UNIVERSITY OF TEXAS SECTION CORNER WHICH IS A BRONZE PLATE,
 CV0806'4 INCHES SQUARE SET IN A 6-INCH CYLINDER OF CONCRETE.  THE
 CV0806'PLATE IS STAMPED U.T.B. 11 SEC. 32, 33.  THE MARK IS 15 FEET S
 CV0806'OF AN E-W TRACK ROAD AND 285 FEET N OF AN E-W FENCE.  THE
 CV0806'DISTANCE FROM THE STATION TO THE UNIVERSITY CORNER, WAS TRAVERSED
 CV0806'AND THE DISTANCE (NOT CORRECTED FOR GRADE) WAS FOUND TO BE
 CV0806'2806.94 FEET.  THE ADJUSTED HORIZONTAL DISTANCE 855.34 METERS.
 CV0806'
 CV0806'TO REACH THE STATION FROM THE ECTOR COUNTY COURTHOUSE, IN
 CV0806'ODESSA, GO N ON STATE HIGHWAY 51, 17.1 MILES TO THE ECTOR-ANDREWS
 CV0806'COUNTY LINE, MARKED BY A SIGNBOARD ON THE W SIDE OF THE ROAD.
 CV0806'CONTINUE N 1.4 MILES.  HERE LEAVE STATE HIGHWAY 51, TURN LEFT
 CV0806'PASS OVER CATTLE GUARD AND GO WNW ON PLAIN ROAD 3.4 MILES
 CV0806'(PASSING OVER BLADED ROAD AT 2.3 MILES) TO A FORK.  TAKE THE
 CV0806'LEFT FORK (THIS POINT IS 1/2 MILE S OF RANCH BUILDINGS) AND GO W
 CV0806'0.2 MILES TO A GATE IN AN N-S FENCE.  PASS THRU GATE AND
 CV0806'CONTINUE WNW 1.6 MILES TO A GATE IN AN N-S FENCE.  PASS THRU
 CV0806'GATE AND CONTINUE WESTERLY 1.6 MILES TO A FORK WHICH IS 100
 CV0806'YARDS, NE OF A LONE WINDMILL, TAKE THE RIGHT FORK AND
 CV0806'CONTINUE W 0.4 MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE
 CV0806'STRAIGHT AHEAD 0.6 MILE TO A PIPELINE CROSSROADS, (THIS
 CV0806'POINT IS 0.1 MILE N OF A RED GATE IN AN E-W FENCE), HERE
 CV0806'TURN RIGHT AND GO N ON PIPELINE ROAD 0.9 MILE TO A CROSSROADS,
 CV0806'TURN LEFT AND GO W 0.1 MILE TO A FORK, TAKE THE LEFT, OR
 CV0806'MAIN FORK AND GO WNW 1.9 MILES TO A GATE, PASS THRU GATE AND
 CV0806'GO WNW AND THEN W ON MAIN ROAD 2.2 MILES TO A POINT 100
 CV0806'YARDS S OF AN OLD WINDMILL, CONTINUE W ON MAIN ROAD 1.8 MILES
 CV0806'(PASSING THRU WOOD GATE AT 1.1 MILES) TO A LONE SE FENCE
 CV0806'CORNER, CONTINUE W ALONG THE S SIDE OF FENCE 1.1 MILES TO
 CV0806'A WOOD GATE, (THIS POINT IS 100 YARDS S OF THE RANCH BUILDINGS
 CV0806'OCCUPIED BY BILL WYATT, AND OWNED BY FRED COWDEN), PASS
 CV0806'THRU GATE AND CONTINUE W ON MAIN ROAD 2.0 MILES TO A GATE
 CV0806'WHICH IS 100 YARDS SW OF A LONE WINDMILL, PASS THRU GATE
 CV0806'AND CONTINUE SOUTHWESTERLY AND THEN S 0.5 MILE TO A FORK AT
 CV0806'A FENCE CORNER WHICH IS 50 YARDS SE OF A WINDMILL, HERE TAKE
 CV0806'THE RIGHT FORK AND GO W ON PLAIN ROAD 1.0 MILE TO A CROSSROADS,
 CV0806'(THERE IS A RANCH KNOWN AS THE H-RANCH 3/4 MILE S OF THIS POINT),
 CV0806'CONTINUE STRAIGHT AHEAD (W) ON THE MAIN ROAD 2.0 MILES (PASSING
 CV0806'THRU GATE AT 0.6 MILE AND CROSSING A CROSS ROAD AT 1.0 MILE)
 CV0806'TO UNIVERSITY CORNER, (AZIMUTH MARK) ON THE S SIDE OF THE
 CV0806'ROAD, CONTINUE W 0.2 MILE TO A CROSSROADS, THENCE W 0.2 MILE
 CV0806'TO A POINT WHERE THE ROAD BEARS TO THE SW, GO SW 0.1 MILE, THEN
 CV0806'LEAVE ROAD, TURN RIGHT AND GO NW 100 YARDS TO THE
 CV0806'STATION.
 CV0806'
 CV0806'A 90-FOOT TOWER IS NECESSARY TO ADEQUATELY CLEAR THE LINES TO
 CV0806'CONTINENTAL.  A 60-FOOT TOWER WILL CLEAR ALL OTHER LINES.
 CV0806
 CV0806                          STATION RECOVERY (1938)
 CV0806
 CV0806'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0806'STATION RECOVERED.  DESCRIPTION AS GIVEN IN REACHING STATION
 CV0806'IS SATISFACTORY.  STATION AND REFERENCE MARKS IN GOOD CONDITION.
 CV0806'AZIMUTH MARK, WHICH IS UNIVERSITY CORNER, IN GOOD CONDITION.
 CV0806
 CV0806                          STATION RECOVERY (1944)
 CV0806
 CV0806'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 CV0806'STATION, REFERENCE MARK AND AZIMUTH FOUND IN GOOD CONDITION.
 CV0806
 CV0806                          STATION RECOVERY (1947)
 CV0806
 CV0806'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0806'STATION, AZIMUTH, AND REFERENCE MARKS 1 AND 2 IN PERFECT
 CV0806'CONDITION.  AZIMUTH MARK IS IN EDGE OF SMALL WASH AND PROJECTS
 CV0806'30 INCHES.  STATION MARK IS STAMPED WYATT 1935.
 CV0806
 CV0806                          STATION RECOVERY (1967)
 CV0806
 CV0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EEM)
 CV0806'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 CV0806'CONDITION.
 CV0806'
 CV0806'OLD DESCRIPTION IS INADEQUATE DUE TO CHANGES IN ROAD NETWORK.
 CV0806'
 CV0806'NEW DESCRIPTION--THE STATION IS LOCATED ABOUT 13 MILES NW
 CV0806'OF GOLDSMITH AND ABOUT 1/2 MILE SW OF THE INTERSECTION OF
 CV0806'3 COUNTIES (ECTOR, ANDREWS AND WINKLER) 0.05 MILES E OF A LARGE
 CV0806'EARTH LOADING RAMP, 85 FT N OF THE N EDGE OF A LARGE CALICHE PIT
 CV0806'AND 50 FT N OF THE ROAD.
 CV0806'
 CV0806'TO REACH STATION--FROM JUNCTION OF STATE HWY 302 AND FM ROAD
 CV0806'181 ABOUT 4-1/2 MILES SW OF GOLDSMITH PROCEED NW OF FM ROAD
 CV0806'181 FOR 12.8 MILES TO CROSS ROADS, TURN LEFT AND GO W FOR 1.1
 CV0806'MILES TO END OF PAVEMENT AND Y-ROAD FORK.  THENCE GENERALLY W
 CV0806'ALONG MAIN TRAVELED ROAD FOR 3.4 MILES TO AZIMUTH MARK ON THE
 CV0806'S EDGE OF ROAD.  THENCE STRAIGHT AHEAD ON MAIN TRAVELED ROAD
 CV0806'LEADING TO A LARGE EARTH LOADING RAMP FOR 0.7 MILES TO STATION.
 CV0806'
 CV0806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 CV0806'NW OF GOLDSMITH.
 CV0806
 CV0806                          STATION RECOVERY (1970)
 CV0806
 CV0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JLP)
 CV0806'NEW ROUTE DESCRIPTION
 CV0806'
 CV0806'TO REACH STATION FROM THE JCT. OF U.S. HWY 385 AND STATE
 CV0806'HWY 115 IN ANDREWS GO SOUTHWEST ON STATE HWY 155 FOR 15.2
 CV0806'MILES TO THE JCT WITH FARM ROAD 181, TURN LEFT ON F.R. 181 AND
 CV0806'TRAVEL SOUTHEAST FOR 5.25 MILES TO A X-ROADS, TURN RIGHT
 CV0806'ON PAVED ROAD AND GO SOUTHWEST FOR 1.1 MILES TO A ROAD FORK AT
 CV0806'THE END OF THE PAVEMENT, TAKE RIGHT HAND FORK, TRAVEL NORTH
 CV0806'AND WEST ON MAIN GRADED ROAD FOR 2.3 MILES TO A T-ROAD NORTH
 CV0806'AND A TANK BATTERY ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR
 CV0806'0.9 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.15 MILE
 CV0806'TO A Y-RD, BEAR LEFT FOR 0.35 MILE TO A Y-RD, BEAR RIGHT FOR
 CV0806'0.05 MILE TO STATION ON THE RIGHT.
 CV0806
 CV0806                          STATION RECOVERY (2003)
 CV0806
 CV0806'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 CV0806'N 32.5.162 W 102.47.819
 CV0806'STATION HAS BEEN SCRAPED BY HEAVY EQUIPMENT
 CV0806'DISK IS LOOSE IN MOUNTING.
 CV0806'REFERENCE-1 32.5.181 102.47.825
 CV0806'REFERENCE-2 32.5.156 102.47.845
 CV0806'AZIMUTH CV0805 32.5.473 120.47.417
 CV0806' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2739 ***********************************************************************
 CS2739  DESIGNATION -  WYLIE
 CS2739  PID         -  CS2739
 CS2739  STATE/COUNTY-  TX/COLLIN
 CS2739  USGS QUAD   -  ROWLETT (1973)
 CS2739
 CS2739                         *CURRENT SURVEY CONTROL
 CS2739  ___________________________________________________________________
 CS2739* NAD 83(1993)-  32 58 59.41195(N)    096 33 00.72103(W)     ADJUSTED  
 CS2739* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 CS2739  ___________________________________________________________________
 CS2739  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 CS2739  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS2739
 CS2739  HORZ ORDER  -  SECOND
 CS2739
 CS2739.The horizontal coordinates were established by classical geodetic methods
 CS2739.and adjusted by the National Geodetic Survey in February 1996..
 CS2739
 CS2739.The orthometric height was scaled from a topographic map.
 CS2739
 CS2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2739
 CS2739.The geoid height was determined by GEOID03.
 CS2739
 CS2739;                    North         East     Units Scale Factor Converg.
 CS2739;SPC TXNC     - 2,147,677.630   782,216.091   MT  0.99987333   +1 03 48.3
 CS2739;SPC TXNC     - 7,046,172.36  2,566,320.63   sFT  0.99987333   +1 03 48.3
 CS2739;UTM  14      - 3,652,086.425   728,922.150   MT  1.00024620   +1 20 03.2
 CS2739
 CS2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2739!SPC TXNC     -   0.99997985  x   0.99987333  =   0.99985318
 CS2739!UTM  14      -   0.99997985  x   1.00024620  =   1.00022604
 CS2739
 CS2739:                Primary Azimuth Mark                     Grid Az
 CS2739:SPC TXNC     -  WYLIE MUNICIPAL TANK                     015 46 24.5
 CS2739:UTM  14      -  WYLIE MUNICIPAL TANK                     015 30 09.6
 CS2739
 CS2739|---------------------------------------------------------------------|
 CS2739| PID    Reference Object                     Distance      Geod. Az  |
 CS2739|                                                           dddmmss.s |
 CS2739| DN1153 WYLIE MUNICIPAL TANK                APPROX. 3.5 KM 0165012.8 |
 CS2739| CY3177 WYLIE RM 2                           22.670 METERS 03810     |
 CS2739| CY3175 WYLIE AZ MK                                        0474753.1 |
 CS2739| CS2610 ROCKWALL                            APPROX.11.8 KM 1301025.0 |
 CS2739| CY3176 WYLIE RM 1                           20.114 METERS 14027     |
 CS2739|---------------------------------------------------------------------|
 CS2739
 CS2739                          SUPERSEDED SURVEY CONTROL
 CS2739
 CS2739  NAD 83(1993)-  32 58 59.41579(N)    096 33 00.71440(W) AD(       ) 2
 CS2739  NAD 83(1986)-  32 58 59.41873(N)    096 33 00.70582(W) AD(       ) 2
 CS2739  NAD 27      -  32 58 58.98200(N)    096 32 59.74100(W) AD(       ) 2
 CS2739
 CS2739.Superseded values are not recommended for survey control.
 CS2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2739.See file dsdata.txt to determine how the superseded data were derived.
 CS2739
 CS2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2892252086(NAD 83)
 CS2739_MARKER: DS = TRIANGULATION STATION DISK
 CS2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2739+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2003
 CS2739
 CS2739  HISTORY     - Date     Condition        Report By
 CS2739  HISTORY     - 1949     MONUMENTED       CGS
 CS2739  HISTORY     - 1952     GOOD             CGS
 CS2739  HISTORY     - 1955     GOOD             TXHD
 CS2739  HISTORY     - 1958     GOOD             CGS
 CS2739  HISTORY     - 1959     GOOD             CGS
 CS2739  HISTORY     - 1964     GOOD             CGS
 CS2739  HISTORY     - 19940711 GOOD             USPSQD
 CS2739  HISTORY     - 20030921 GOOD             INDIV
 CS2739
 CS2739                          STATION DESCRIPTION
 CS2739
 CS2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 CS2739'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF GARLAND AND
 CS2739'ABOUT 3 MILES SOUTH OF WYLIE ON THE RIGHT OF WAY OF STATE
 CS2739'ROUTE 78.  STATION IS 39 FEET NORTHWEST OF THE CENTERLINE
 CS2739'OF HIGHWAY, 16 FEET SOUTH OF WITNESS POST, 13 FEET SOUTH
 CS2739'OF TELEPHONE POLE AND 12 FEET SOUTHEAST OF FENCELINE.  THE
 CS2739'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED WYLIE
 CS2739'1949.
 CS2739'
 CS2739'REFERENCE MARK NO. 1 IS 31 FEET SOUTHEAST OF THE CENTERLINE
 CS2739'OF HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 CS2739'IS STAMPED WYLIE NO. 1 1949.
 CS2739'
 CS2739'REFERENCE MARK NO. 2 IS 48 FEET NORTHWEST OF CENTERLINE OF
 CS2739'HIGHWAY, 15 FEET NORTHEAST OF COUNTY LINE MARKER AND 2 FEET
 CS2739'SOUTHEAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 CS2739'THE DISK IS STAMPED WYLIE NO. 2 1949.
 CS2739'
 CS2739'AZIMUTH MARK IS 31 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY,
 CS2739'4 FEET SOUTH OF TELEPHONE POLE AND 2.5 FEET WEST OF WITNESS
 CS2739'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 CS2739'STAMPED WYLIE 1949.
 CS2739'
 CS2739'TO REACH FROM THE POST OFFICE IN WYLIE GO SOUTH ON THE MAIN
 CS2739'STREET CROSSING RAILROAD TRACK AND CONTINUE SOUTHERLY FOR
 CS2739'2.05 MILES ON STATE ROUTE 78 TO AZIMUTH MARK ON LEFT AS
 CS2739'DESCRIBED.  CONTINUE SOUTHWEST FOR 0.3 MILE TO STATION ON
 CS2739'RIGHT OR NORTHWEST SIDE OF HIGHWAY AS DESCRIBED.
 CS2739'
 CS2739'A 100 FOOT SIGNAL AT STATION GARLAND NE BASE 1947 IS V.G.
 CS2739'
 CS2739'A 74 FOOT SIGNAL AT STATION ROCKWALL IS VISIBLE AT 25 FEET.
 CS2739'
 CS2739'A 4 FOOT SIGNAL AT STATION DALROCK IS VISIBLE AT 25 FEET.
 CS2739'
 CS2739'A 74 FOOT SIGNAL AT STATION ROWLETT IS V.G.
 CS2739'
 CS2739'A 97 FOOT SIGNAL AT STATION PLANO IS VISIBLE AT 15 FEET.
 CS2739'
 CS2739'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2739
 CS2739                          STATION RECOVERY (1952)
 CS2739
 CS2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JL)
 CS2739'STATION, AZIMUTH AND REFERENCE MARK NO. 1 WERE RECOVERED
 CS2739'IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 HAD
 CS2739'BEEN DESTROYED BY HIGHWAY CONSTRUCTION MACHINERY.  A NEW
 CS2739'REFERENCE MARK WAS ESTABLISHED IN 1952.  IT IS A STANDARD
 CS2739'DISK STAMPED WYLIE 1949 NO. 3 1952 SET IN A CONCRETE MONUMENT
 CS2739'PROJECTING ABOUT 5 INCHES.  IT IS EAST OF THE STATION, 16
 CS2739'YARDS SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7 YARDS
 CS2739'SOUTHEAST OF A FENCE CORNER AND 2 FEET WEST OF THE FENCE
 CS2739'SEPARATING THE FIELD TO THE WEST FROM THE WOODED PASTURE
 CS2739'LOT TO THE EAST.
 CS2739
 CS2739                          STATION RECOVERY (1955)
 CS2739
 CS2739'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS2739'STATION RECOVERED.  STATION 39.4 FT NORTHWEST CENTERLINE OF
 CS2739'SH 78.  R.M. 2 ALSO RECOVERED.
 CS2739
 CS2739                          STATION RECOVERY (1958)
 CS2739
 CS2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2739'THIS STATION AND REFERENCE MARKS NOS. 1 AND 3 WERE RECOVERED
 CS2739'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND
 CS2739'OUT OF THE GROUND.  THE DISK WAS SALVAGED.
 CS2739
 CS2739                          STATION RECOVERY (1959)
 CS2739
 CS2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2739'STATION AND REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION
 CS2739'AS DESCRIBED.  UNABLE TO FIND REFERENCE MARK NO. 1 AND REFERENCE
 CS2739'MARK NO. 3.  THE AZIMUTH MARK HAS BEEN DESTROYED.  DIRECTIONS
 CS2739'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2739
 CS2739                          STATION RECOVERY (1964)
 CS2739
 CS2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 CS2739'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 CS2739'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1
 CS2739'HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  REFERENCE MARK
 CS2739'NO. 3 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND.
 CS2739'IT IS BELIEVED BOTH MARKS WERE DESTROYED WHEN THE ROAD
 CS2739'RIGHT-OF-WAY WAS MOVED AND THE HIGHWAY REBUILT.  THE FOLLOWING
 CS2739'MEASUREMENTS AND A TO REACH WERE MADE FOR FUTURE RECOVERY--
 CS2739'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 544 AND
 CS2739'STATE HIGHWAY 78 IN WYLIE, GO SOUTH ON FARM ROAD 544 FOR
 CS2739'0.45 MILE TO A CROSSROAD AND THE HIGHWAY TURNS LEFT.  KEEP
 CS2739'STRAIGHT AHEAD, GO 1.25 MILES TO A ROAD FORK.  TAKE RIGHT
 CS2739'FORK, SACHSE ROAD, GO 0.65 MILE TO THE STATION ON THE
 CS2739'RIGHT.
 CS2739'
 CS2739'STATION MARK, A STANDARD DISK STAMPED WYLIE 1949, IS SET IN
 CS2739'A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CS2739'GROUND.  IT IS 144 FEET WEST-SOUTHWEST OF A DALLAS COUNTY
 CS2739'MAINTENANCE END SIGN, 40 FEET NORTHWEST OF THE CENTER LINE
 CS2739'OF SACHSE ROAD, 13 FEET SOUTH OF A TELEPHONE POLE, AND 12
 CS2739'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 CS2739'
 CS2739'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WYLIE NO. 2 1949,
 CS2739'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4
 CS2739'INCHES.  IT IS 96 FEET WEST OF THE DALLAS COUNTY MAINTENANCE
 CS2739'END SIGN, 91 FEET SOUTHWEST OF A T-FENCE CORNER, 49 FEET
 CS2739'NORTHWEST OF THE CENTER LINE OF SACHSE ROAD, AND 2 FEET SOUTHEAST
 CS2739'OF THE RIGHT-OF-WAY FENCE.
 CS2739
 CS2739                          STATION RECOVERY (1994)
 CS2739
 CS2739'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2739'RECOVERED IN GOOD CONDITION.
 CS2739
 CS2739                          STATION RECOVERY (2003)
 CS2739
 CS2739'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GOE)
 CS2739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1153 ***********************************************************************
 DN1153  DESIGNATION -  WYLIE MUNICIPAL TANK
 DN1153  PID         -  DN1153
 DN1153  STATE/COUNTY-  TX/COLLIN
 DN1153  USGS QUAD   -  WYLIE (1973)
 DN1153
 DN1153                         *CURRENT SURVEY CONTROL
 DN1153  ___________________________________________________________________
 DN1153* NAD 83(1993)-  33 00 47.74419(N)    096 32 21.80916(W)     ADJUSTED  
 DN1153* NAVD 88     -                                                        
 DN1153  ___________________________________________________________________
 DN1153  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 DN1153  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN1153
 DN1153  HORZ ORDER  -  THIRD
 DN1153
 DN1153.The horizontal coordinates were established by classical geodetic methods
 DN1153.and adjusted by the National Geodetic Survey in February 1996..
 DN1153
 DN1153
 DN1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1153
 DN1153.The geoid height was determined by GEOID03.
 DN1153
 DN1153;                    North         East     Units Scale Factor Converg.
 DN1153;SPC TXNC     - 2,151,032.793   783,163.829   MT  0.99987285   +1 04 09.5
 DN1153;SPC TXNC     - 7,057,180.09  2,569,430.00   sFT  0.99987285   +1 04 09.5
 DN1153;UTM  14      - 3,655,447.302   729,854.337   MT  1.00025147   +1 20 28.4
 DN1153
 DN1153                          SUPERSEDED SURVEY CONTROL
 DN1153
 DN1153  NAD 83(1993)-  33 00 47.74816(N)    096 32 21.80314(W) AD(       ) 4
 DN1153  NAD 83(1986)-  33 00 47.75093(N)    096 32 21.79441(W) AD(       ) 4
 DN1153  NAD 27      -  33 00 47.32000(N)    096 32 20.82900(W) AD(       ) 3
 DN1153
 DN1153.Superseded values are not recommended for survey control.
 DN1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1153.See file dsdata.txt to determine how the superseded data were derived.
 DN1153
 DN1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2985455447(NAD 83)
 DN1153_MARKER: 53 = ELEVATED TANK
 DN1153
 DN1153  HISTORY     - Date     Condition        Report By
 DN1153  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1153  HISTORY     - 1950     GOOD             CGS
 DN1153  HISTORY     - 1955     GOOD             TXHD
 DN1153  HISTORY     - 1959     GOOD             CGS
 DN1153  HISTORY     - 1960     GOOD             CGS
 DN1153  HISTORY     - 19910709 GOOD             USPSQD
 DN1153
 DN1153                          STATION DESCRIPTION
 DN1153
 DN1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1153'THIS INTERSECTION STATION IS THE SQUAT SILVER TANK IN THE
 DN1153'VILLAGE OF WYLIE, TEXAS.  IT IS LOCATED ABOUT 145 FEET W OF
 DN1153'THE CENTER LINE OF MAIN STREET, ABOUT 150 FEET N OF THE GULF,
 DN1153'COLORADO AND SANTE FE RAILROAD, AND ABOUT 160 FEET NW OF THE
 DN1153'GULF, COLORADO AND SANTE FE DEPOT.  THE TANK IS QUITE PROMINENT.
 DN1153'IT WAS ERECTED IN 1923.
 DN1153'
 DN1153'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE OVAL
 DN1153'SECTION EXTENDS DOWNWARD ABOUT 4 FEET.  THE VERTICAL SECTION IS
 DN1153'ABOUT 18 FEET HIGH, AND HAS A CATWALK AND RAIL AROUND ITS BASE,
 DN1153'AND THE WORD WYLIE PAINTED IN BLACK ON THE S SIDE.  THE FLAT
 DN1153'CONICAL TOP HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 DN1153'115 FEET.
 DN1153
 DN1153                          STATION RECOVERY (1950)
 DN1153
 DN1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN1153'THIS STATION IS LOCATED ABOUT 100 YARDS WEST OF THE DEPOT,
 DN1153'IN WYLIE.  IT IS A 4 LEGGED STEEL STRUCTURE, 30 FEET SQUARE AT
 DN1153'THE BASE, AND ABOUT 100 FEET HIGH.  IT IS SILVER IN COLOR.
 DN1153'
 DN1153'THE POINT INTERSECTED WAS THE BALL FINIAL.
 DN1153
 DN1153                          STATION RECOVERY (1955)
 DN1153
 DN1153'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1153'STATION RECOVERED.  STATION IS 143.0 FT WEST OF F.M. 544 AND
 DN1153'175.0 FT NORTH OF ST. L. AND S.W. RU.
 DN1153
 DN1153                          STATION RECOVERY (1959)
 DN1153
 DN1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 DN1153'THE PREVIOUS DESCRIPTION OF THIS STATION IS GOOD WITH THE
 DN1153'FOLLOWING CHANGE.  THE NAME WYLIE IS NO LONGER PAINTED ON THE
 DN1153'TANK.
 DN1153
 DN1153                          STATION RECOVERY (1960)
 DN1153
 DN1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1153'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1153'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1153
 DN1153                          STATION RECOVERY (1991)
 DN1153
 DN1153'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1352 ***********************************************************************
 AH1352  DESIGNATION -  WYNN SEALE JR HIGH SCHOOL STK
 AH1352  PID         -  AH1352
 AH1352  STATE/COUNTY-  TX/NUECES
 AH1352  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1352
 AH1352                         *CURRENT SURVEY CONTROL
 AH1352  ___________________________________________________________________
 AH1352* NAD 83(1993)-  27 46 15.19035(N)    097 24 12.61498(W)     ADJUSTED  
 AH1352* NAVD 88     -                                                        
 AH1352  ___________________________________________________________________
 AH1352  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH1352  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1352
 AH1352  HORZ ORDER  -  THIRD
 AH1352
 AH1352.The horizontal coordinates were established by classical geodetic methods
 AH1352.and adjusted by the National Geodetic Survey in February 1996..
 AH1352
 AH1352
 AH1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1352
 AH1352.The geoid height was determined by GEOID03.
 AH1352
 AH1352;                    North         East     Units Scale Factor Converg.
 AH1352;SPC TX S     - 5,233,606.619   408,077.631   MT  0.99998479   +0 29 52.1
 AH1352;SPC TX S     -17,170,591.05  1,338,834.69   sFT  0.99998479   +0 29 52.1
 AH1352;UTM  14      - 3,072,844.053   657,313.853   MT  0.99990547   +0 44 38.5
 AH1352
 AH1352                          SUPERSEDED SURVEY CONTROL
 AH1352
 AH1352  NAD 83(1986)-  27 46 15.19981(N)    097 24 12.59655(W) AD(       ) 4
 AH1352  NAD 27      -  27 46 14.09900(N)    097 24 11.62600(W) AD(       ) 3
 AH1352
 AH1352.Superseded values are not recommended for survey control.
 AH1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1352.See file dsdata.txt to determine how the superseded data were derived.
 AH1352
 AH1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5731472844(NAD 83)
 AH1352_MARKER: 63 = STACK
 AH1352
 AH1352  HISTORY     - Date     Condition        Report By
 AH1352  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1352  HISTORY     - 1965     GOOD             CGS
 AH1352  HISTORY     - 1988     GOOD             USPSQD
 AH1352  HISTORY     - 20010331 GOOD             NGS
 AH1352
 AH1352                          STATION DESCRIPTION
 AH1352
 AH1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1352'STATION IS LOCATED IN CORPUS CHRISTI, 2 BLOCKS SW OF SIX
 AH1352'POINTS ALONG AYERS STREET, AT THE INTERSECTION OF AYERS
 AH1352'AND FIFTEENTH STREETS, AND IN THE E CORNER OF THE INTERSECTION.
 AH1352'STATION IS THE GRAY BRICK STACK OF THE WYNN SEALE JUNIOR
 AH1352'HIGH SCHOOL.  THE STACK IS LOCATED NEAR THE SW CORNER OF THE
 AH1352'BUILDING, 30 FEET NE OF SW CORNER OF THE BUILDING, AND 171
 AH1352'FEET NE OF THE CENTER LINE OF FIFTEENTH STREET.  STACK IS
 AH1352'SQUARE WITH A RED TILE TOP AND AN ARCHED OPENING IN EACH
 AH1352'SIDE.  STACK IS ABOUT 75 FEET HIGH.
 AH1352
 AH1352                          STATION RECOVERY (1965)
 AH1352
 AH1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 AH1352'RECOVERED IN GOOD CONDITION.
 AH1352'
 AH1352'LOCATED AT SOUTHWEST PART OF MAIN BUILDING AT HEATING PLANT.
 AH1352'THIS IS A SQUARE VAPOR ESCAPE STACK MADE OF WHITE BRICK,
 AH1352'HAS 4 WINDOW-TYPE OPENINGS NEAR ITS TOP, AN APEX ROOF OF
 AH1352'RED SPANISH TILE, AND IS APPROXIMATELY 62 FEET HIGH.
 AH1352'
 AH1352'WYNN SEALE JUNIOR HIGH SCHOOL IS LOCATED AT 1707 AYERS STREET,
 AH1352'CORPUS CHRISTI.
 AH1352
 AH1352                          STATION RECOVERY (1988)
 AH1352
 AH1352'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFS)
 AH1352'RECOVERED IN GOOD CONDITION.
 AH1352
 AH1352                          STATION RECOVERY (2001)
 AH1352
 AH1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1352'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2325 ***********************************************************************
 CS2325  DESIGNATION -  X 10
 CS2325  PID         -  CS2325
 CS2325  STATE/COUNTY-  TX/PARKER
 CS2325  USGS QUAD   -  GARNER (1979)
 CS2325
 CS2325                         *CURRENT SURVEY CONTROL
 CS2325  ___________________________________________________________________
 CS2325* NAD 83(1986)-  32 47 14.     (N)    097 57 09.     (W)     SCALED    
 CS2325* NAVD 88     -       295.500  (meters)     969.49   (feet)  ADJUSTED  
 CS2325  ___________________________________________________________________
 CS2325  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CS2325  DYNAMIC HT  -         295.137 (meters)     968.30  (feet)  COMP
 CS2325  MODELED GRAV-     979,404.2   (mgal)                       NAVD 88
 CS2325
 CS2325  VERT ORDER  -  FIRST     CLASS II
 CS2325
 CS2325.The horizontal coordinates were scaled from a topographic map and have
 CS2325.an estimated accuracy of +/- 6 seconds.
 CS2325
 CS2325.The orthometric height was determined by differential leveling
 CS2325.and adjusted by the National Geodetic Survey in June 1991..
 CS2325.WARNING-Repeat measurements at this control monument indicate possible
 CS2325.vertical movement.
 CS2325
 CS2325.The geoid height was determined by GEOID03.
 CS2325
 CS2325.The dynamic height is computed by dividing the NAVD 88
 CS2325.geopotential number by the normal gravity value computed on the
 CS2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2325.degrees latitude (g = 980.6199 gals.).
 CS2325
 CS2325.The modeled gravity was interpolated from observed gravity values.
 CS2325
 CS2325;                    North         East    Units  Estimated Accuracy
 CS2325;SPC TXNC     - 2,124,390.      651,280.      MT  (+/- 180 meters Scaled)
 CS2325
 CS2325                          SUPERSEDED SURVEY CONTROL
 CS2325
 CS2325  NGVD 29 (??/??/92)  295.305  (m)          968.85   (f) ADJ UNCH    1 2
 CS2325
 CS2325.Superseded values are not recommended for survey control.
 CS2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2325.See file dsdata.txt to determine how the superseded data were derived.
 CS2325
 CS2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB980281(NAD 83)
 CS2325_MARKER: P = PIPE CAP
 CS2325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS2325_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CS2325_STAMPING: X 10 ELEV 969.191 FT
 CS2325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2325
 CS2325  HISTORY     - Date     Condition        Report By
 CS2325  HISTORY     - UNK      MONUMENTED       CGS
 CS2325  HISTORY     - 1955     GOOD             NGS
 CS2325  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2325  HISTORY     - 20040327 POOR             USPSQD
 CS2325
 CS2325                          STATION DESCRIPTION
 CS2325
 CS2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CS2325'4.5 MI NE FROM MILLSAP.
 CS2325'4.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS2325'STATION AT MILLSAP, AT PREBLE SIDING, 0.25 MILE SOUTHWEST OF THE
 CS2325'UNDERPASS OF U.S. HIGHWAY 180, 52 FEET WEST OF THE CENTER OF A ROAD
 CS2325'CROSSING, 39 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 CS2325'33 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 21 FEET NORTH OF A
 CS2325'TELEPHONE POLE, 8.4 FEET SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 CS2325'WITNESS POST, SCREWED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.5
 CS2325'FOOT ABOVE THE GROUND.
 CS2325
 CS2325                          STATION RECOVERY (1983)
 CS2325
 CS2325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2325'MARK NOT FOUND.
 CS2325
 CS2325                          STATION RECOVERY (2004)
 CS2325
 CS2325'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2325'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0158 ***********************************************************************
 BL0158  DESIGNATION -  X 100
 BL0158  PID         -  BL0158
 BL0158  STATE/COUNTY-  TX/TYLER
 BL0158  USGS QUAD   -  BOGGY LAKE (1984)
 BL0158
 BL0158                         *CURRENT SURVEY CONTROL
 BL0158  ___________________________________________________________________
 BL0158* NAD 83(1986)-  30 53 56.     (N)    094 21 56.     (W)     SCALED    
 BL0158* NAVD 88     -        90.56   (+/-2cm)     297.1    (feet)  VERTCON   
 BL0158  ___________________________________________________________________
 BL0158  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BL0158
 BL0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0158
 BL0158.The horizontal coordinates were scaled from a topographic map and have
 BL0158.an estimated accuracy of +/- 6 seconds.
 BL0158
 BL0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0158.The vertical order pertains to the NGVD 29 superseded value.
 BL0158
 BL0158.The geoid height was determined by GEOID03.
 BL0158
 BL0158;                    North         East    Units  Estimated Accuracy
 BL0158;SPC TX C     - 3,151,900.    1,270,210.      MT  (+/- 180 meters Scaled)
 BL0158
 BL0158                          SUPERSEDED SURVEY CONTROL
 BL0158
 BL0158  NGVD 29 (??/??/92)   90.567  (m)          297.14   (f) ADJ UNCH    2 0
 BL0158
 BL0158.Superseded values are not recommended for survey control.
 BL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0158.See file dsdata.txt to determine how the superseded data were derived.
 BL0158
 BL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ694191(NAD 83)
 BL0158_MARKER: DB = BENCH MARK DISK
 BL0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0158_STAMPING: X 100 1952
 BL0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0158+STABILITY: SURFACE MOTION
 BL0158
 BL0158  HISTORY     - Date     Condition        Report By
 BL0158  HISTORY     - 1952     MONUMENTED       CGS
 BL0158
 BL0158                          STATION DESCRIPTION
 BL0158
 BL0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0158'3.7 MI E FROM COLMESNEIL.
 BL0158'3.7 MILES EAST ALONG FARM ROAD 1417 FROM THE STATE BANK AT COLMESNEIL,
 BL0158'ON THE EAST SLOPE OF A HILL, 108 FEET SOUTHWEST OF THE WEST END OF A
 BL0158'CONCRETE PIPE CULVERT, 84 FEET WEST OF THE EXTENDED CENTER LINE OF A
 BL0158'PRIVATE DRIVEWAY LEADING NORTH, 59 FEET SOUTH OF THE CENTER LINE OF
 BL0158'THE FARM ROAD, 27 FEET SOUTHEAST OF A 14 INCH TRIANGULAR BLAZED OAK
 BL0158'TREE, 1.4 FEET NORTH OF A FENCE, 1 FOOT EAST OF A WITNESS POST, SET IN
 BL0158'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0944 ***********************************************************************
 AY0944  DESIGNATION -  X 1000
 AY0944  PID         -  AY0944
 AY0944  STATE/COUNTY-  TX/BEXAR
 AY0944  USGS QUAD   -  CASTLE HILLS (1992)
 AY0944
 AY0944                         *CURRENT SURVEY CONTROL
 AY0944  ___________________________________________________________________
 AY0944* NAD 83(1986)-  29 35 57.     (N)    098 32 57.     (W)     SCALED    
 AY0944* NAVD 88     -       304.318  (meters)     998.42   (feet)  POSTED    
 AY0944  ___________________________________________________________________
 AY0944  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AY0944  DYNAMIC HT  -         303.870 (meters)     996.95  (feet)  COMP
 AY0944  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 AY0944
 AY0944  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0944
 AY0944.The horizontal coordinates were scaled from a topographic map and have
 AY0944.an estimated accuracy of +/- 6 seconds.
 AY0944
 AY0944.The orthometric height was determined by differential leveling
 AY0944.and adjusted by the National Geodetic Survey in 1992..
 AY0944.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0944.rate of 0.0 thru 1.0 mm/km.
 AY0944
 AY0944.The geoid height was determined by GEOID03.
 AY0944
 AY0944.The dynamic height is computed by dividing the NAVD 88
 AY0944.geopotential number by the normal gravity value computed on the
 AY0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0944.degrees latitude (g = 980.6199 gals.).
 AY0944
 AY0944.The modeled gravity was interpolated from observed gravity values.
 AY0944
 AY0944;                    North         East    Units  Estimated Accuracy
 AY0944;SPC TXSC     - 4,195,790.      643,670.      MT  (+/- 180 meters Scaled)
 AY0944
 AY0944                          SUPERSEDED SURVEY CONTROL
 AY0944
 AY0944  NGVD 29 (??/??/92)  304.191  (m)          998.00   (f) ADJ UNCH    1 2
 AY0944
 AY0944.Superseded values are not recommended for survey control.
 AY0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0944.See file dsdata.txt to determine how the superseded data were derived.
 AY0944
 AY0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT436744(NAD 83)
 AY0944_MARKER: DB = BENCH MARK DISK
 AY0944_SETTING: 66 = SET IN ROCK OUTCROP
 AY0944_SP_SET: ROCK OUTCROP
 AY0944_STAMPING: X 1000 1953
 AY0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0944+STABILITY: POSITION/ELEVATION WELL
 AY0944
 AY0944  HISTORY     - Date     Condition        Report By
 AY0944  HISTORY     - 1953     MONUMENTED       CGS
 AY0944  HISTORY     - 1967     GOOD             USGS
 AY0944  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0944
 AY0944                          STATION DESCRIPTION
 AY0944
 AY0944'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0944'4.65 MI NW FROM SAN ANTONIO.
 AY0944'4.0 MILES NORTHWEST ALONG HARRY WURZBACK HIGHWAY FROM THE JUNCTION
 AY0944'WITH LOCK HILL-SELMA ROAD AT SAN ANTONIO, BEXAR COUNTY, THENCE 0.65
 AY0944'MILE NORTHEAST ALONG SHAVANO DRIVE, AT SHAVANO PARK, TO T-ROAD
 AY0944'SOUTHEAST, THENCE 800 FEET NORTHEAST THROUGH PRIVATE DRIVE AND ALONG
 AY0944'CLEARING AND FENCE TO FENCE CORNER SOUTHEAST, THENCE PICK BEST WAY
 AY0944'THROUGH CLEARING NORTHWEST APPROXIMATELY 525 FEET TO BENCH MARK.  3
 AY0944'FEET WEST OF A ROCK CAIRN, IN THE TOP OF A LARGE FLAT LIMESTONE ROCK,
 AY0944'AND 0.5 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED X 1000 1953.
 AY0944
 AY0944                          STATION RECOVERY (1995)
 AY0944
 AY0944'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0109 ***********************************************************************
 AY0109  DESIGNATION -  X 1001
 AY0109  PID         -  AY0109
 AY0109  STATE/COUNTY-  TX/BEXAR
 AY0109  USGS QUAD   -  LONGHORN (1992)
 AY0109
 AY0109                         *CURRENT SURVEY CONTROL
 AY0109  ___________________________________________________________________
 AY0109* NAD 83(1986)-  29 34 08.     (N)    098 25 55.     (W)     SCALED    
 AY0109* NAVD 88     -       236.744  (meters)     776.72   (feet)  POSTED    
 AY0109  ___________________________________________________________________
 AY0109  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY0109  DYNAMIC HT  -         236.400 (meters)     775.59  (feet)  COMP
 AY0109  MODELED GRAV-     979,180.8   (mgal)                       NAVD 88
 AY0109
 AY0109  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0109
 AY0109.The horizontal coordinates were scaled from a topographic map and have
 AY0109.an estimated accuracy of +/- 6 seconds.
 AY0109
 AY0109.The orthometric height was determined by differential leveling
 AY0109.and adjusted by the National Geodetic Survey in 1992..
 AY0109.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0109.rate of 0.0 thru 1.0 mm/km.
 AY0109
 AY0109.The geoid height was determined by GEOID03.
 AY0109
 AY0109.The dynamic height is computed by dividing the NAVD 88
 AY0109.geopotential number by the normal gravity value computed on the
 AY0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0109.degrees latitude (g = 980.6199 gals.).
 AY0109
 AY0109.The modeled gravity was interpolated from observed gravity values.
 AY0109
 AY0109;                    North         East    Units  Estimated Accuracy
 AY0109;SPC TXSC     - 4,192,480.      655,040.      MT  (+/- 180 meters Scaled)
 AY0109
 AY0109                          SUPERSEDED SURVEY CONTROL
 AY0109
 AY0109  NGVD 29 (??/??/92)  236.622  (m)          776.32   (f) ADJ UNCH    1 2
 AY0109
 AY0109.Superseded values are not recommended for survey control.
 AY0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0109.See file dsdata.txt to determine how the superseded data were derived.
 AY0109
 AY0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT550711(NAD 83)
 AY0109_MARKER: DB = BENCH MARK DISK
 AY0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0109_STAMPING: X 1001 1953
 AY0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0109+STABILITY: SURFACE MOTION
 AY0109
 AY0109  HISTORY     - Date     Condition        Report By
 AY0109  HISTORY     - 1953     MONUMENTED       CGS
 AY0109  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0109  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0109  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0109
 AY0109                          STATION DESCRIPTION
 AY0109
 AY0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0109'0.8 MI NW FROM WETMORE.
 AY0109'0.8 MILE NORTHWEST ALONG LOCK HILL SELMA ROAD FROM THE CROSSING OF THE
 AY0109'INTERNATIONAL AND GREAT NORTHERN RAILROAD AT WETMORE, 39 FEET
 AY0109'NORTHEAST OF THE CENTER LINE OF THE ROAD, 21 FEET NORTHWEST OF THE
 AY0109'CENTER OF A WIRE GATE, 2.4 FEET SOUTHWEST OF A FENCE, 2.2 FEET
 AY0109'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0109'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0109
 AY0109                          STATION RECOVERY (1987)
 AY0109
 AY0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0109'MARK NOT FOUND.
 AY0109
 AY0109                          STATION RECOVERY (1990)
 AY0109
 AY0109'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0109'MARK NOT FOUND.
 AY0109
 AY0109                          STATION RECOVERY (1999)
 AY0109
 AY0109'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0361 ***********************************************************************
 AY0361  DESIGNATION -  X 1002
 AY0361  PID         -  AY0361
 AY0361  STATE/COUNTY-  TX/BEXAR
 AY0361  USGS QUAD   -  MARTINEZ (1992)
 AY0361
 AY0361                         *CURRENT SURVEY CONTROL
 AY0361  ___________________________________________________________________
 AY0361* NAD 83(1986)-  29 22 53.     (N)    098 21 39.     (W)     SCALED    
 AY0361* NAVD 88     -       183.697  (meters)     602.68   (feet)  POSTED    
 AY0361  ___________________________________________________________________
 AY0361  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AY0361  DYNAMIC HT  -         183.430 (meters)     601.80  (feet)  COMP
 AY0361  MODELED GRAV-     979,187.0   (mgal)                       NAVD 88
 AY0361
 AY0361  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0361
 AY0361.The horizontal coordinates were scaled from a topographic map and have
 AY0361.an estimated accuracy of +/- 6 seconds.
 AY0361
 AY0361.The orthometric height was determined by differential leveling
 AY0361.and adjusted by the National Geodetic Survey in 1992..
 AY0361.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0361.rate of 0.0 thru 1.0 mm/km.
 AY0361
 AY0361.The geoid height was determined by GEOID03.
 AY0361
 AY0361.The dynamic height is computed by dividing the NAVD 88
 AY0361.geopotential number by the normal gravity value computed on the
 AY0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0361.degrees latitude (g = 980.6199 gals.).
 AY0361
 AY0361.The modeled gravity was interpolated from observed gravity values.
 AY0361
 AY0361;                    North         East    Units  Estimated Accuracy
 AY0361;SPC TXSC     - 4,171,740.      662,040.      MT  (+/- 180 meters Scaled)
 AY0361
 AY0361                          SUPERSEDED SURVEY CONTROL
 AY0361
 AY0361  NGVD 29 (??/??/92)  183.595  (m)          602.34   (f) ADJ UNCH    1 2
 AY0361
 AY0361.Superseded values are not recommended for survey control.
 AY0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0361.See file dsdata.txt to determine how the superseded data were derived.
 AY0361
 AY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT620504(NAD 83)
 AY0361_MARKER: DB = BENCH MARK DISK
 AY0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0361_SP_SET: BRIDGE
 AY0361_STAMPING: X 1002 1953
 AY0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0361
 AY0361  HISTORY     - Date     Condition        Report By
 AY0361  HISTORY     - 1953     MONUMENTED       CGS
 AY0361  HISTORY     - 1988     GOOD             USPSQD
 AY0361  HISTORY     - 19991020 GOOD             USPSQD
 AY0361
 AY0361                          STATION DESCRIPTION
 AY0361
 AY0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0361'3.5 MI SE FROM SAN ANTONIO.
 AY0361'2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH LOOP
 AY0361'13 (W.W. WHITE ROAD) AT SAN ANTONIO, THENCE 0.75 MILE SOUTH ALONG
 AY0361'FOSTER ROAD, 16 FEET WEST OF THE CENTER LINE OF FOSTER ROAD, SET IN
 AY0361'THE TOP OF THE NORTHWEST WINGWALL OF A CONCRETE BRIDGE OVER A CREEK.
 AY0361
 AY0361                          STATION RECOVERY (1988)
 AY0361
 AY0361'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0361'RECOVERED IN GOOD CONDITION.
 AY0361
 AY0361                          STATION RECOVERY (1999)
 AY0361
 AY0361'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1058 ***********************************************************************
 AY1058  DESIGNATION -  X 1003
 AY1058  PID         -  AY1058
 AY1058  STATE/COUNTY-  TX/COMAL
 AY1058  USGS QUAD   -  BERGHEIM (1973)
 AY1058
 AY1058                         *CURRENT SURVEY CONTROL
 AY1058  ___________________________________________________________________
 AY1058* NAD 83(1986)-  29 49 19.     (N)    098 32 41.     (W)     SCALED    
 AY1058* NAVD 88     -       414.291  (meters)    1359.22   (feet)  ADJUSTED  
 AY1058  ___________________________________________________________________
 AY1058  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AY1058  DYNAMIC HT  -         413.692 (meters)    1357.25  (feet)  COMP
 AY1058  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AY1058
 AY1058  VERT ORDER  -  SECOND    CLASS 0
 AY1058
 AY1058.The horizontal coordinates were scaled from a topographic map and have
 AY1058.an estimated accuracy of +/- 6 seconds.
 AY1058
 AY1058.The orthometric height was determined by differential leveling
 AY1058.and adjusted by the National Geodetic Survey in June 1991..
 AY1058
 AY1058.The geoid height was determined by GEOID03.
 AY1058
 AY1058.The dynamic height is computed by dividing the NAVD 88
 AY1058.geopotential number by the normal gravity value computed on the
 AY1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1058.degrees latitude (g = 980.6199 gals.).
 AY1058
 AY1058.The modeled gravity was interpolated from observed gravity values.
 AY1058
 AY1058;                    North         East    Units  Estimated Accuracy
 AY1058;SPC TXSC     - 4,220,480.      644,000.      MT  (+/- 180 meters Scaled)
 AY1058
 AY1058                          SUPERSEDED SURVEY CONTROL
 AY1058
 AY1058  NGVD 29 (??/??/92)  414.188  (m)         1358.88   (f) ADJ UNCH    2 0
 AY1058
 AY1058.Superseded values are not recommended for survey control.
 AY1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1058.See file dsdata.txt to determine how the superseded data were derived.
 AY1058
 AY1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT439991(NAD 83)
 AY1058_MARKER: DB = BENCH MARK DISK
 AY1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1058_STAMPING: X 1003 1953
 AY1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1058+STABILITY: SURFACE MOTION
 AY1058
 AY1058  HISTORY     - Date     Condition        Report By
 AY1058  HISTORY     - 1953     MONUMENTED       CGS
 AY1058  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY1058  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY1058  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1058
 AY1058                          STATION DESCRIPTION
 AY1058
 AY1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1058'1.9 MI E FROM BERGHEIM.
 AY1058'1.9 MILES EAST ALONG FARM ROAD 475 FROM THE POST OFFICE AT BERGHEIM,
 AY1058'0.3 MILE EAST OF THE KENDALL AND COMAL COUNTY LINE, 41 FEET SOUTH OF
 AY1058'THE CENTER LINE OF THE FARM ROAD, 9 FEET NORTH OF A FENCE, 6 FEET
 AY1058'SOUTHWEST OF A TRIANGULAR BLAZED 10 INCH OAK TREE, 12 FEET SOUTHEAST
 AY1058'OF A TRIANGULAR BLAZED 12 INCH OAK TREE, 0.3 FOOT ABOVE THE GROUND,
 AY1058'SET IN THE TOP OF A LARGE LIMESTONE ROCK.
 AY1058
 AY1058                          STATION RECOVERY (1964)
 AY1058
 AY1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1058'MARK NOT FOUND.
 AY1058
 AY1058                          STATION RECOVERY (1993)
 AY1058
 AY1058'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1058'MARK NOT FOUND.
 AY1058
 AY1058                          STATION RECOVERY (1999)
 AY1058
 AY1058'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1088 ***********************************************************************
 AY1088  DESIGNATION -  X 1004
 AY1088  PID         -  AY1088
 AY1088  STATE/COUNTY-  TX/BANDERA
 AY1088  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1088
 AY1088                         *CURRENT SURVEY CONTROL
 AY1088  ___________________________________________________________________
 AY1088* NAD 83(1986)-  29 43 29.     (N)    098 51 36.     (W)     SCALED    
 AY1088* NAVD 88     -       423.549  (meters)    1389.59   (feet)  ADJUSTED  
 AY1088  ___________________________________________________________________
 AY1088  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AY1088  DYNAMIC HT  -         422.930 (meters)    1387.56  (feet)  COMP
 AY1088  MODELED GRAV-     979,169.2   (mgal)                       NAVD 88
 AY1088
 AY1088  VERT ORDER  -  SECOND    CLASS 0
 AY1088
 AY1088.The horizontal coordinates were scaled from a topographic map and have
 AY1088.an estimated accuracy of +/- 6 seconds.
 AY1088
 AY1088.The orthometric height was determined by differential leveling
 AY1088.and adjusted by the National Geodetic Survey in June 1991..
 AY1088
 AY1088.The geoid height was determined by GEOID03.
 AY1088
 AY1088.The dynamic height is computed by dividing the NAVD 88
 AY1088.geopotential number by the normal gravity value computed on the
 AY1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1088.degrees latitude (g = 980.6199 gals.).
 AY1088
 AY1088.The modeled gravity was interpolated from observed gravity values.
 AY1088
 AY1088;                    North         East    Units  Estimated Accuracy
 AY1088;SPC TXSC     - 4,209,630.      613,540.      MT  (+/- 180 meters Scaled)
 AY1088
 AY1088                          SUPERSEDED SURVEY CONTROL
 AY1088
 AY1088  NGVD 29 (??/??/92)  423.444  (m)         1389.25   (f) ADJ UNCH    2 0
 AY1088
 AY1088.Superseded values are not recommended for survey control.
 AY1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1088.See file dsdata.txt to determine how the superseded data were derived.
 AY1088
 AY1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT135882(NAD 83)
 AY1088_MARKER: DB = BENCH MARK DISK
 AY1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1088_STAMPING: X 1004 1953
 AY1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1088+STABILITY: SURFACE MOTION
 AY1088
 AY1088  HISTORY     - Date     Condition        Report By
 AY1088  HISTORY     - 1953     MONUMENTED       CGS
 AY1088  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1088  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1088
 AY1088                          STATION DESCRIPTION
 AY1088
 AY1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1088'5.0 MI E FROM PIPE CREEK.
 AY1088'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1088'PIPE CREEK, THENCE 2.0 MILES NORTHEAST ALONG A FARM ROAD WHICH IS NOW
 AY1088'UNDER CONSTRUCTION, 189 FEET WEST OF THE SOUTHWEST CORNER OF A
 AY1088'CONCRETE SPILLWAY OVER THE ROAD, 45 FEET SOUTH OF THE CENTER LINE OF
 AY1088'THE ROAD, 5 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET WEST OF A
 AY1088'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AY1088'FOOT ABOVE THE GROUND.
 AY1088
 AY1088                          STATION RECOVERY (1993)
 AY1088
 AY1088'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1088'MARK NOT FOUND.
 AY1088
 AY1088                          STATION RECOVERY (2005)
 AY1088
 AY1088'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY1088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0520 ***********************************************************************
 AW0520  DESIGNATION -  X 1006
 AW0520  PID         -  AW0520
 AW0520  STATE/COUNTY-  TX/GALVESTON
 AW0520  USGS QUAD   -  GALVESTON (1994)
 AW0520
 AW0520                         *CURRENT SURVEY CONTROL
 AW0520  ___________________________________________________________________
 AW0520* NAD 83(1986)-  29 20 06.     (N)    094 46 47.     (W)     SCALED    
 AW0520* NAVD 88     -         2.56   (+/-2cm)       8.4    (feet)  VERTCON   
 AW0520  ___________________________________________________________________
 AW0520  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0520
 AW0520  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0520
 AW0520.The horizontal coordinates were scaled from a topographic map and have
 AW0520.an estimated accuracy of +/- 6 seconds.
 AW0520
 AW0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0520.The vertical order pertains to the NGVD 29 superseded value.
 AW0520
 AW0520.The geoid height was determined by GEOID03.
 AW0520
 AW0520;                    North         East    Units  Estimated Accuracy
 AW0520;SPC TXSC     - 4,173,820.    1,009,740.      MT  (+/- 180 meters Scaled)
 AW0520
 AW0520                          SUPERSEDED SURVEY CONTROL
 AW0520
 AW0520  NGVD 29 (??/??/92)    2.553  (m)            8.38   (f) ADJ UNCH    1 2
 AW0520
 AW0520.Superseded values are not recommended for survey control.
 AW0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0520.See file dsdata.txt to determine how the superseded data were derived.
 AW0520
 AW0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN272464(NAD 83)
 AW0520_MARKER: DB = BENCH MARK DISK
 AW0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0520_SP_SET: FOOTING
 AW0520_STAMPING: X 1006 1954
 AW0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0520
 AW0520  HISTORY     - Date     Condition        Report By
 AW0520  HISTORY     - 1954     MONUMENTED       CGS
 AW0520  HISTORY     - 1958     GOOD             NGS
 AW0520  HISTORY     - 1964     GOOD             NGS
 AW0520  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0520  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW0520  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW0520  HISTORY     - 19940604 MARK NOT FOUND   USPSQD
 AW0520  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW0520  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW0520  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW0520
 AW0520                          STATION DESCRIPTION
 AW0520
 AW0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0520'7.3 MI N FROM GALVESTON.
 AW0520'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0520'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE ABOUT 1.3 MILES
 AW0520'NORTHEAST ALONG 51ST STREET, THENCE ABOUT 1.35 MILES EAST ALONG A
 AW0520'SHELL ROAD LEADING TO TODD SHIP YARD, THENCE ABOUT 0.3 MILE EAST
 AW0520'THROUGH THE SHIP YARD, THENCE ABOUT 1.05 MILE NORTHEAST ALONG A DIM
 AW0520'SHELL ROAD, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A SHELL ROAD TO A
 AW0520'WOODEN WHARF, THENCE ABOUT 1.25 MILES NORTHEAST ALONG THE SOUTH SHORE
 AW0520'TO THE MOST NORTHEASTERLY POINT OF THE ISLAND AND THE OLD U. S.
 AW0520'QUARANTINE STATION, IN THE TOP OF THE SOUTH CORNER OF THE SOUTH
 AW0520'CONCRETE FOOTING OF THE MOST NORTHEASTERLY ONE OF TWO LARGE STEEL
 AW0520'SIGNAL LIGHT TOWERS, 79 FEET NORTH OF THE NORTHWEST CORNER OF A
 AW0520'BUILDING, AND 60 FEET SOUTHWEST OF THE NORTHEAST SHORE LINE OF THE
 AW0520'ISLAND.
 AW0520
 AW0520                          STATION RECOVERY (1964)
 AW0520
 AW0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0520'RECOVERED IN GOOD CONDITION.
 AW0520
 AW0520                          STATION RECOVERY (1978)
 AW0520
 AW0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0520'NOT RECOVERED THIS DATE.
 AW0520
 AW0520                          STATION RECOVERY (1991)
 AW0520
 AW0520'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AW0520'MARK NOT FOUND.
 AW0520
 AW0520                          STATION RECOVERY (1994)
 AW0520
 AW0520'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0520'MARK NOT FOUND.
 AW0520
 AW0520                          STATION RECOVERY (1994)
 AW0520
 AW0520'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0520'MARK NOT FOUND.
 AW0520
 AW0520                          STATION RECOVERY (2003)
 AW0520
 AW0520'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0520'MARK NOT FOUND.
 AW0520
 AW0520                          STATION RECOVERY (2004)
 AW0520
 AW0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0520'MARK NOT FOUND.
 AW0520
 AW0520                          STATION RECOVERY (2005)
 AW0520
 AW0520'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0520'THLD QUARANTINE STATION IS GONE.  THIS MARK SHOULD BE DROPPED FROM THE
 AW0520'LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4827 ***********************************************************************
 AW4827  DESIGNATION -  X 1007
 AW4827  PID         -  AW4827
 AW4827  STATE/COUNTY-  TX/HARRIS
 AW4827  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4827
 AW4827                         *CURRENT SURVEY CONTROL
 AW4827  ___________________________________________________________________
 AW4827* NAD 83(1986)-  29 49 13.     (N)    095 31 34.     (W)     SCALED    
 AW4827* NAVD 88     -        28.22   (+/-2cm)      92.6    (feet)  VERTCON   
 AW4827  ___________________________________________________________________
 AW4827  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW4827
 AW4827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4827
 AW4827.The horizontal coordinates were scaled from a topographic map and have
 AW4827.an estimated accuracy of +/- 6 seconds.
 AW4827
 AW4827.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4827.The vertical order pertains to the NGVD 29 superseded value.
 AW4827
 AW4827.The geoid height was determined by GEOID03.
 AW4827
 AW4827;                    North         East    Units  Estimated Accuracy
 AW4827;SPC TXSC     - 4,225,200.      935,700.      MT  (+/- 180 meters Scaled)
 AW4827
 AW4827                          SUPERSEDED SURVEY CONTROL
 AW4827
 AW4827  NGVD 29 (??/??/92)   28.210  (m)           92.55   (f) ADJ UNCH    2 0
 AW4827
 AW4827.Superseded values are not recommended for survey control.
 AW4827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4827.See file dsdata.txt to determine how the superseded data were derived.
 AW4827
 AW4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP558015(NAD 83)
 AW4827_MARKER: DB = BENCH MARK DISK
 AW4827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4827_STAMPING: X 1007 1954
 AW4827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4827+STABILITY: SURFACE MOTION
 AW4827
 AW4827  HISTORY     - Date     Condition        Report By
 AW4827  HISTORY     - 1954     MONUMENTED       CGS
 AW4827  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4827  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW4827
 AW4827                          STATION DESCRIPTION
 AW4827
 AW4827'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW4827'3.2 MI NW FROM SPRING BRANCH.
 AW4827'0.1 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE MEMORIAL PARK BRANCH POST
 AW4827'OFFICE AT SPRING BRANCH, THENCE 3.1 MILES NORTHWEST ALONG CAMPBELL
 AW4827'ROAD, 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 39 FEET
 AW4827'WEST OF THE CENTER LINE OF CAMPBELL ROAD, 17 FEET NORTH OF THE CENTER
 AW4827'LINE OF A PRIVATE DRIVEWAY, 9 FEET WEST OF A FENCE CORNER, 2 FEET
 AW4827'SOUTH OF A FENCE, 9.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AW4827'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AW4827
 AW4827                          STATION RECOVERY (1973)
 AW4827
 AW4827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4827'MARK NOT FOUND.
 AW4827
 AW4827                          STATION RECOVERY (1994)
 AW4827
 AW4827'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1787 ***********************************************************************
 AW1787  DESIGNATION -  X 1008
 AW1787  PID         -  AW1787
 AW1787  STATE/COUNTY-  TX/HARRIS
 AW1787  USGS QUAD   -  SATSUMA (1982)
 AW1787
 AW1787                         *CURRENT SURVEY CONTROL
 AW1787  ___________________________________________________________________
 AW1787* NAD 83(1986)-  29 57 37.     (N)    095 32 45.     (W)     SCALED    
 AW1787* NAVD 88     -        38.37   (+/-2cm)     125.9    (feet)  VERTCON   
 AW1787  ___________________________________________________________________
 AW1787  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1787
 AW1787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1787
 AW1787.The horizontal coordinates were scaled from a topographic map and have
 AW1787.an estimated accuracy of +/- 6 seconds.
 AW1787
 AW1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1787.The vertical order pertains to the NGVD 29 superseded value.
 AW1787
 AW1787.The geoid height was determined by GEOID03.
 AW1787
 AW1787;                    North         East    Units  Estimated Accuracy
 AW1787;SPC TXSC     - 4,240,650.      933,340.      MT  (+/- 180 meters Scaled)
 AW1787
 AW1787                          SUPERSEDED SURVEY CONTROL
 AW1787
 AW1787  NGVD 29 (??/??/92)   38.362  (m)          125.86   (f) ADJ UNCH    2 0
 AW1787
 AW1787.Superseded values are not recommended for survey control.
 AW1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1787.See file dsdata.txt to determine how the superseded data were derived.
 AW1787
 AW1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP543171(NAD 83)
 AW1787_MARKER: DB = BENCH MARK DISK
 AW1787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1787_SP_SET: CULVERT
 AW1787_STAMPING: X 1008 1954
 AW1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1787
 AW1787  HISTORY     - Date     Condition        Report By
 AW1787  HISTORY     - 1954     MONUMENTED       CGS
 AW1787  HISTORY     - 1973     GOOD             NGS
 AW1787  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW1787  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1787  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW1787
 AW1787                          STATION DESCRIPTION
 AW1787
 AW1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1787'10.75 MI SE FROM TOMBALL.
 AW1787'ABOUT 10 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 AW1787'THE STATION AT TOMBALL, THENCE 0.75 MILE SOUTHWEST ALONG FARM ROAD
 AW1787'1960, AT THE INTERSECTION OF FARM ROAD 1960 AND FARM ROAD 149, 207
 AW1787'FEET SOUTHWEST OF THE CENTER LINE OF THE INTERSECTION, 19.8 FEET
 AW1787'SOUTHEAST OF THE CENTER LINE OF FM 1960, SET IN THE TOP CENTER OF THE
 AW1787'SOUTHEAST CONCRETE HEADWALL TO A 12-FOOT BOX CULVERT, AND ABOUT LEVEL
 AW1787'WITH THE ROAD.
 AW1787
 AW1787                          STATION RECOVERY (1976)
 AW1787
 AW1787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW1787'MARK NOT FOUND.
 AW1787
 AW1787                          STATION RECOVERY (1978)
 AW1787
 AW1787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1787'NOT RECOVERED.  NOTE=HEADWALL DESCRIBED IS NO LONGER IN EXISTENCE,
 AW1787'ROAD HAS BEEN WIDENED.
 AW1787
 AW1787                          STATION RECOVERY (1995)
 AW1787
 AW1787'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1287 ***********************************************************************
 BL1287  DESIGNATION -  X 1009
 BL1287  PID         -  BL1287
 BL1287  STATE/COUNTY-  TX/HARRIS
 BL1287  USGS QUAD   -  SPRING (1982)
 BL1287
 BL1287                         *CURRENT SURVEY CONTROL
 BL1287  ___________________________________________________________________
 BL1287* NAD 83(1986)-  30 05 12.     (N)    095 26 58.     (W)     SCALED    
 BL1287* NAVD 88     -        40.707  (meters)     133.55   (feet)  ADJUSTED  
 BL1287  ___________________________________________________________________
 BL1287  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1287  DYNAMIC HT  -          40.652 (meters)     133.37  (feet)  COMP
 BL1287  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 BL1287
 BL1287  VERT ORDER  -  FIRST     CLASS II
 BL1287
 BL1287.The horizontal coordinates were scaled from a topographic map and have
 BL1287.an estimated accuracy of +/- 6 seconds.
 BL1287
 BL1287.The orthometric height was determined by differential leveling
 BL1287.and adjusted by the National Geodetic Survey in June 1991..
 BL1287
 BL1287.The geoid height was determined by GEOID03.
 BL1287
 BL1287.The dynamic height is computed by dividing the NAVD 88
 BL1287.geopotential number by the normal gravity value computed on the
 BL1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1287.degrees latitude (g = 980.6199 gals.).
 BL1287
 BL1287.The modeled gravity was interpolated from observed gravity values.
 BL1287
 BL1287;                    North         East    Units  Estimated Accuracy
 BL1287;SPC TXSC     - 4,254,930.      942,210.      MT  (+/- 180 meters Scaled)
 BL1287
 BL1287                          SUPERSEDED SURVEY CONTROL
 BL1287
 BL1287  NGVD 29 (12/23/87)   40.707  (m)          133.55   (f) ADJUSTED    1 2
 BL1287
 BL1287.Superseded values are not recommended for survey control.
 BL1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1287.See file dsdata.txt to determine how the superseded data were derived.
 BL1287
 BL1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP639309(NAD 83)
 BL1287_MARKER: DB = BENCH MARK DISK
 BL1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1287_SP_SET: CONCRETE POST
 BL1287_STAMPING: X 1009 1954
 BL1287_MARK LOGO: CGS   
 BL1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1287+STABILITY: SURFACE MOTION
 BL1287
 BL1287  HISTORY     - Date     Condition        Report By
 BL1287  HISTORY     - 1954     MONUMENTED       CGS
 BL1287  HISTORY     - 1973     GOOD             NGS
 BL1287  HISTORY     - 1978     GOOD             NGS
 BL1287  HISTORY     - 1986     GOOD             NGS
 BL1287  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1287
 BL1287                          STATION DESCRIPTION
 BL1287
 BL1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1287'2.1 MI W FROM SPRING.
 BL1287'ABOUT 2.1 MILES WEST ALONG MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL1287'OF HARDY ST., AT AN UNDERGROUND PIPELINE CROSSING, ABOUT 127 FEET WEST
 BL1287'OF THE CENTER LINE OF THE PIPELINE CROSSING, 43 1/2 FEET SOUTH OF THE
 BL1287'SOUTH RAIL, 13 1/2 FEET SOUTHEAST OF THE FOURTH POLE WEST OF MILE POST
 BL1287'2, 2.2 FEET NORTH OF A FENCE, 2 FEET BELOW THE LEVEL OF THE RAIL, AND
 BL1287'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 BL1287
 BL1287                          STATION RECOVERY (1978)
 BL1287
 BL1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1287'RECOVERED IN GOOD CONDITION.
 BL1287
 BL1287                          STATION RECOVERY (1986)
 BL1287
 BL1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1287'RECOVERED IN GOOD CONDITION.
 BL1287
 BL1287                          STATION RECOVERY (1995)
 BL1287
 BL1287'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0572 ***********************************************************************
 BY0572  DESIGNATION -  X 101
 BY0572  PID         -  BY0572
 BY0572  STATE/COUNTY-  TX/JASPER
 BY0572  USGS QUAD   -  MC GEE BEND (1984)
 BY0572
 BY0572                         *CURRENT SURVEY CONTROL
 BY0572  ___________________________________________________________________
 BY0572* NAD 83(1986)-  31 00 33.     (N)    094 01 08.     (W)     SCALED    
 BY0572* NAVD 88     -       120.53   (+/-2cm)     395.4    (feet)  VERTCON   
 BY0572  ___________________________________________________________________
 BY0572  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BY0572
 BY0572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0572
 BY0572.The horizontal coordinates were scaled from a topographic map and have
 BY0572.an estimated accuracy of +/- 6 seconds.
 BY0572
 BY0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0572.The vertical order pertains to the NGVD 29 superseded value.
 BY0572
 BY0572.The geoid height was determined by GEOID03.
 BY0572
 BY0572;                    North         East    Units  Estimated Accuracy
 BY0572;SPC TX C     - 3,165,930.    1,302,600.      MT  (+/- 180 meters Scaled)
 BY0572
 BY0572                          SUPERSEDED SURVEY CONTROL
 BY0572
 BY0572  NGVD 29 (??/??/92)  120.530  (m)          395.44   (f) ADJ UNCH    2 0
 BY0572
 BY0572.Superseded values are not recommended for survey control.
 BY0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0572.See file dsdata.txt to determine how the superseded data were derived.
 BY0572
 BY0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ027310(NAD 83)
 BY0572_MARKER: DB = BENCH MARK DISK
 BY0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0572_STAMPING: X 101 1952
 BY0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0572+STABILITY: SURFACE MOTION
 BY0572
 BY0572  HISTORY     - Date     Condition        Report By
 BY0572  HISTORY     - 1952     MONUMENTED       CGS
 BY0572  HISTORY     - 1979     GOOD             USGS
 BY0572
 BY0572                          STATION DESCRIPTION
 BY0572
 BY0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0572'11.65 MI NW FROM JASPER.
 BY0572'3 BLOCKS EAST ALONG U.S. HIGHWAY 190 FROM THE COURTHOUSE AT JASPER,
 BY0572'THENCE 7.7 MILES NORTH ALONG U.S. HIGHWAY 96, THENCE 1.05 MILES
 BY0572'SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.15 MILE NORTH ALONG A
 BY0572'GRADED DIRT ROAD, THENCE 0.7 MILE SOUTHWEST ALONG A WINDING SANDY
 BY0572'ROAD, THENCE 0.2 MILE WEST ALONG A WOODS ROAD, THENCE 0.25 MILE SOUTH
 BY0572'ALONG A WOODS ROAD, THENCE 0.25 MILE WEST ALONG AN ABANDONED GRADED
 BY0572'ROAD, THENCE 0.5 MILE SOUTH ALONG A SANDY WOODS ROAD, THENCE 0.85 MILE
 BY0572'WEST ALONG A TRAM ROAD, 0.3 MILE EAST OF A WOODS ROAD LEADING
 BY0572'NORTHWEST, 33 FEET NORTH OF THE CENTER LINE OF THE TRAM ROAD, 15 FEET
 BY0572'SOUTH OF THE CENTER LINE OF A WOODS ROAD, 21.4 FEET SOUTH OF A FENCE,
 BY0572'1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0572'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY0572
 BY0572                          STATION RECOVERY (1979)
 BY0572
 BY0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0572'3 BLOCKS E ALONG HOUSTON STREET FROM THE COURTHOUSE AT JASPER, THENCE
 BY0572'5.7 MILES N ALONG HWY 96, THENCE 1.3 MILES NNW ALONG GRADED ROAD,
 BY0572'THENCE 0.85 MILE W ALONG GRADED ROAD, THENCE 1.8 MILES S ALONG GRADED
 BY0572'ROAD, THENCE 0.85 MILE W ALONG GRADED TRAM ROAD, 0.25 MILE E OF A
 BY0572'ROAD JCT., AT THE W END OF A CURVE, 33 FT. N OF THE CENTERLINE OF THE
 BY0572'TRAM ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE
 BY0572'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1625 ***********************************************************************
 BL1625  DESIGNATION -  X 1010
 BL1625  PID         -  BL1625
 BL1625  STATE/COUNTY-  TX/HARRIS
 BL1625  USGS QUAD   -  ROSE HILL (1980)
 BL1625
 BL1625                         *CURRENT SURVEY CONTROL
 BL1625  ___________________________________________________________________
 BL1625* NAD 83(1986)-  30 04 16.     (N)    095 42 02.     (W)     SCALED    
 BL1625* NAVD 88     -        60.121  (meters)     197.25   (feet)  ADJUSTED  
 BL1625  ___________________________________________________________________
 BL1625  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1625  DYNAMIC HT  -          60.040 (meters)     196.98  (feet)  COMP
 BL1625  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 BL1625
 BL1625  VERT ORDER  -  FIRST     CLASS II
 BL1625
 BL1625.The horizontal coordinates were scaled from a topographic map and have
 BL1625.an estimated accuracy of +/- 6 seconds.
 BL1625
 BL1625.The orthometric height was determined by differential leveling
 BL1625.and adjusted by the National Geodetic Survey in June 1991..
 BL1625
 BL1625.The geoid height was determined by GEOID03.
 BL1625
 BL1625.The dynamic height is computed by dividing the NAVD 88
 BL1625.geopotential number by the normal gravity value computed on the
 BL1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1625.degrees latitude (g = 980.6199 gals.).
 BL1625
 BL1625.The modeled gravity was interpolated from observed gravity values.
 BL1625
 BL1625;                    North         East    Units  Estimated Accuracy
 BL1625;SPC TXSC     - 4,252,500.      918,060.      MT  (+/- 180 meters Scaled)
 BL1625
 BL1625                          SUPERSEDED SURVEY CONTROL
 BL1625
 BL1625  NGVD 29 (12/23/87)   60.115  (m)          197.23   (f) ADJUSTED    1 2
 BL1625
 BL1625.Superseded values are not recommended for survey control.
 BL1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1625.See file dsdata.txt to determine how the superseded data were derived.
 BL1625
 BL1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP396297(NAD 83)
 BL1625_MARKER: DB = BENCH MARK DISK
 BL1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1625_SP_SET: CONCRETE POST
 BL1625_STAMPING: X 1010 1954
 BL1625_MARK LOGO: CGS   
 BL1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1625+STABILITY: SURFACE MOTION
 BL1625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1625+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1625
 BL1625  HISTORY     - Date     Condition        Report By
 BL1625  HISTORY     - 1954     MONUMENTED       CGS
 BL1625  HISTORY     - 1978     GOOD             NGS
 BL1625  HISTORY     - 1986     GOOD             NGS
 BL1625  HISTORY     - 19931106 GOOD             USPSQD
 BL1625  HISTORY     - 20050108 GOOD             USPSQD
 BL1625
 BL1625                          STATION DESCRIPTION
 BL1625
 BL1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1625'7.4 MI N FROM CYPRESS.
 BL1625'0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BL1625'CYPRESS, THENCE 7.2 MILES NORTH ALONG THE CYPRESS AND ROSE HILL ROAD,
 BL1625'AT A JUNCTION WITH BURKHARDT ROAD, 81 FEET WEST OF THE CENTER LINE OF
 BL1625'THE CYPRESS AND ROSE HILL ROAD, 31 FEET NORTH OF THE CENTER LINE OF
 BL1625'BURKHARDT ROAD, 3 FEET NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF A
 BL1625'FENCE, 1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A COCNRETE
 BL1625'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1625
 BL1625                          STATION RECOVERY (1978)
 BL1625
 BL1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1625'7.2 MILES NORTH ALONG CYPRESS-ROSE HILL ROAD FROM ITS JUNCTION WITH
 BL1625'U.S. HIGHWAY 290 IN CYPRESS.  AT A JUNCTION WITH BURKHARDT ROAD, 81
 BL1625'FEET WEST OF THE CENTERLINE OF CYPRESS-ROSE HILL ROAD, 31 FEET NORTH
 BL1625'OF THE CENTERLINE OF BURKHARDT ROAD, 3 FEET NORTHWEST OF A FENCE
 BL1625'CORNER, 2 FEET EAST OF A FENCE AND 1.6 FEET EAST OF A WITNESS POST.
 BL1625
 BL1625                          STATION RECOVERY (1986)
 BL1625
 BL1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1625'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM (0.2 MI)
 BL1625'NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH SPRING-CYPRESS
 BL1625'ROAD IN CYPRESS, THENCE 11.6 KM (7.2 MI) NORTHERLY ALONG CYPRESS-ROSE
 BL1625'HILL ROAD.
 BL1625
 BL1625                          STATION RECOVERY (1993)
 BL1625
 BL1625'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1625'RECOVERED IN GOOD CONDITION.
 BL1625
 BL1625                          STATION RECOVERY (2005)
 BL1625
 BL1625'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2529 ***********************************************************************
 AW2529  DESIGNATION -  X 1011
 AW2529  PID         -  AW2529
 AW2529  STATE/COUNTY-  TX/CHAMBERS
 AW2529  USGS QUAD   -  STOWELL (1993)
 AW2529
 AW2529                         *CURRENT SURVEY CONTROL
 AW2529  ___________________________________________________________________
 AW2529* NAD 83(1986)-  29 47 34.     (N)    094 23 21.     (W)     SCALED    
 AW2529* NAVD 88     -         6.80   (+/-2cm)      22.3    (feet)  VERTCON   
 AW2529  ___________________________________________________________________
 AW2529  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW2529
 AW2529  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2529
 AW2529.The horizontal coordinates were scaled from a topographic map and have
 AW2529.an estimated accuracy of +/- 6 seconds.
 AW2529
 AW2529.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2529.The vertical order pertains to the NGVD 29 superseded value.
 AW2529
 AW2529.The geoid height was determined by GEOID03.
 AW2529
 AW2529;                    North         East    Units  Estimated Accuracy
 AW2529;SPC TXSC     - 4,225,950.    1,045,640.      MT  (+/- 180 meters Scaled)
 AW2529
 AW2529                          SUPERSEDED SURVEY CONTROL
 AW2529
 AW2529  NGVD 29 (??/??/92)    6.796  (m)           22.30   (f) ADJ UNCH    1 2
 AW2529
 AW2529.Superseded values are not recommended for survey control.
 AW2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2529.See file dsdata.txt to determine how the superseded data were derived.
 AW2529
 AW2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN657966(NAD 83)
 AW2529_MARKER: DB = BENCH MARK DISK
 AW2529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2529_SP_SET: CULVERT
 AW2529_STAMPING: X 1011 1953
 AW2529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2529+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2529
 AW2529  HISTORY     - Date     Condition        Report By
 AW2529  HISTORY     - 1953     MONUMENTED       CGS
 AW2529  HISTORY     - 1959     GOOD             NGS
 AW2529  HISTORY     - 19950803 GOOD             USPSQD
 AW2529  HISTORY     - 19960908 GOOD             USPSQD
 AW2529  HISTORY     - 20010331 GOOD             NGS
 AW2529  HISTORY     - 20020422 GOOD             USPSQD
 AW2529  HISTORY     - 20040310 GOOD             USPSQD
 AW2529  HISTORY     - 20060120 GOOD             USPSQD
 AW2529
 AW2529                          STATION DESCRIPTION
 AW2529
 AW2529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2529'0.45 MI W FROM STOWELL.
 AW2529'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2529'STOWELL, THENCE ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 73T, 24 FEET
 AW2529'SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE EAST END OF
 AW2529'THE SOUTH HEAD WALL OF A TWIN 18-INCH CONCRETE CULVERT, AND ABOUT 1
 AW2529'FOOT BELOW THE LEVEL OF THE ROAD.
 AW2529
 AW2529                          STATION RECOVERY (1995)
 AW2529
 AW2529'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2529'RECOVERED IN GOOD CONDITION.
 AW2529
 AW2529                          STATION RECOVERY (1996)
 AW2529
 AW2529'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2529'RECOVERED IN GOOD CONDITION.
 AW2529
 AW2529                          STATION RECOVERY (2001)
 AW2529
 AW2529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2529'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2529
 AW2529                          STATION RECOVERY (2002)
 AW2529
 AW2529'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW2529'ROAD IS NOW STATE HIGHWAY 65 AND MARKER IS .5 FT NE OF WITNESS POST
 AW2529
 AW2529                          STATION RECOVERY (2004)
 AW2529
 AW2529'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2529'RECOVERED IN GOOD CONDITION.
 AW2529
 AW2529                          STATION RECOVERY (2006)
 AW2529
 AW2529'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2529'FOUND AS DESCRIBED N29 47 33.6 W094 23 20.6. ORANGE PLASTIC WITNESS
 AW2529'POST BY CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2797 ***********************************************************************
 AW2797  DESIGNATION -  X 1012
 AW2797  PID         -  AW2797
 AW2797  STATE/COUNTY-  TX/CHAMBERS
 AW2797  USGS QUAD   -  ANAHUAC (1993)
 AW2797
 AW2797                         *CURRENT SURVEY CONTROL
 AW2797  ___________________________________________________________________
 AW2797* NAD 83(1986)-  29 46 16.     (N)    094 39 44.     (W)     SCALED    
 AW2797* NAVD 88     -         6.17   (+/-2cm)      20.2    (feet)  VERTCON   
 AW2797  ___________________________________________________________________
 AW2797  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2797
 AW2797  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2797
 AW2797.The horizontal coordinates were scaled from a topographic map and have
 AW2797.an estimated accuracy of +/- 6 seconds.
 AW2797
 AW2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2797.The vertical order pertains to the NGVD 29 superseded value.
 AW2797
 AW2797.The geoid height was determined by GEOID03.
 AW2797
 AW2797;                    North         East    Units  Estimated Accuracy
 AW2797;SPC TXSC     - 4,222,540.    1,019,350.      MT  (+/- 180 meters Scaled)
 AW2797
 AW2797                          SUPERSEDED SURVEY CONTROL
 AW2797
 AW2797  NGVD 29 (??/??/92)    6.170  (m)           20.24   (f) ADJ UNCH    1 2
 AW2797
 AW2797.Superseded values are not recommended for survey control.
 AW2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2797.See file dsdata.txt to determine how the superseded data were derived.
 AW2797
 AW2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN393945(NAD 83)
 AW2797_MARKER: DB = BENCH MARK DISK
 AW2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2797_STAMPING: X 1012 1953
 AW2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2797+STABILITY: SURFACE MOTION
 AW2797
 AW2797  HISTORY     - Date     Condition        Report By
 AW2797  HISTORY     - 1953     MONUMENTED       CGS
 AW2797  HISTORY     - 1959     GOOD             NGS
 AW2797  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW2797  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2797  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2797
 AW2797                          STATION DESCRIPTION
 AW2797
 AW2797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2797'1.9 MI E FROM ANAHUAC.
 AW2797'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE
 AW2797'COURTHOUSE AT ANAHUAC, THENCE ABOUT 1.35 MILES EAST ALONG STATE
 AW2797'HIGHWAY 61, THENCE ABOUT 0.3 MILE SOUTH ALONG A PAVED ROAD TO THE
 AW2797'CHAMBERS COUNTY AIRPORT, 233 FEET WEST-SOUTHWEST OF A LONE CLUMP OF
 AW2797'TREES, 75 FEET SOUTHWEST OF THE WEST CORNER OF A SMALL CORRUGATED
 AW2797'METAL BUILDING, 3.2 FEET NORTHWEST OF THE WEST CORNER OF THE NORTHWEST
 AW2797'FOUNDATION OF A HANGAR, THE HANGAR HAS BEEN REMOVED, AND IN THE TOP OF
 AW2797'A CONCRETE POST PROJECTING 3 INCHES.
 AW2797
 AW2797                          STATION RECOVERY (1996)
 AW2797
 AW2797'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2797'MARK NOT FOUND.
 AW2797
 AW2797                          STATION RECOVERY (2001)
 AW2797
 AW2797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2797'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2797
 AW2797                          STATION RECOVERY (2005)
 AW2797
 AW2797'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1650 ***********************************************************************
 AW1650  DESIGNATION -  X 1013
 AW1650  PID         -  AW1650
 AW1650  STATE/COUNTY-  TX/HARRIS
 AW1650  USGS QUAD   -  MONT BELVIEU (1994)
 AW1650
 AW1650                         *CURRENT SURVEY CONTROL
 AW1650  ___________________________________________________________________
 AW1650* NAD 83(1986)-  29 45 52.     (N)    094 57 51.     (W)     SCALED    
 AW1650* NAVD 88     -         7.75   (+/-2cm)      25.4    (feet)  VERTCON   
 AW1650  ___________________________________________________________________
 AW1650  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW1650
 AW1650  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1650
 AW1650.The horizontal coordinates were scaled from a topographic map and have
 AW1650.an estimated accuracy of +/- 6 seconds.
 AW1650
 AW1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1650.The vertical order pertains to the NGVD 29 superseded value.
 AW1650
 AW1650.The geoid height was determined by GEOID03.
 AW1650
 AW1650;                    North         East    Units  Estimated Accuracy
 AW1650;SPC TXSC     - 4,220,750.      990,200.      MT  (+/- 180 meters Scaled)
 AW1650
 AW1650                          SUPERSEDED SURVEY CONTROL
 AW1650
 AW1650  NGVD 29 (??/??/92)    7.748  (m)           25.42   (f) ADJ UNCH    1 2
 AW1650
 AW1650.Superseded values are not recommended for survey control.
 AW1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1650.See file dsdata.txt to determine how the superseded data were derived.
 AW1650
 AW1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN100943(NAD 83)
 AW1650_MARKER: DB = BENCH MARK DISK
 AW1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1650_STAMPING: X 1013 1953
 AW1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1650+STABILITY: SURFACE MOTION
 AW1650
 AW1650  HISTORY     - Date     Condition        Report By
 AW1650  HISTORY     - 1953     MONUMENTED       CGS
 AW1650  HISTORY     - 1963     GOOD             NGS
 AW1650  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1650  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW1650  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1650  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 AW1650
 AW1650                          STATION DESCRIPTION
 AW1650
 AW1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW1650'2.35 MI N FROM BAYTOWN.
 AW1650'ABOUT 2.35 MILES NORTH ALONG NORTH MAIN STREET FROM THE INTERSECTION
 AW1650'OF EAST TEXAS AVENUE AT BAYTOWN, AT THE EAST AND MAIN ENTRANCE TO EDS
 AW1650'FLYING SERVICE AIRPORT, 24 FEET WEST OF THE CENTER LINE OF THE STREET,
 AW1650'11 FEET SOUTH OF THE CENTER LINE OF A SHELL ROAD LEADING TO THE
 AW1650'AIRPORT, 85 FEET SOUTH OF A POWER POLE, 8 FEET WEST OF THE SOUTH END
 AW1650'OF A 24-INCH PIPE CULVERT, 2 FEET WEST OF A FENCE, 2.0 FEET WEST OF A
 AW1650'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 AW1650'INCHES.
 AW1650
 AW1650                          STATION RECOVERY (1978)
 AW1650
 AW1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1650'SEARCHED FOR BUT NOT RECOVERED, JUNE 1978.  NOTE=MAIN STREET WIDENED.
 AW1650
 AW1650                          STATION RECOVERY (1994)
 AW1650
 AW1650'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1650'MARK NOT FOUND.
 AW1650
 AW1650                          STATION RECOVERY (2001)
 AW1650
 AW1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1650'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1650
 AW1650                          STATION RECOVERY (2004)
 AW1650
 AW1650'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW1650'AIRPORT IS NO LONGER THERE. AREA CONSTRUCTION INCLUDES TWO CHURCHES, A
 AW1650'FUNERAL HOME, CONDOMINUIUMS, AND APARTMENTS. MARK MUST HAVE BEEN
 AW1650'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2464 ***********************************************************************
 AW2464  DESIGNATION -  X 1014
 AW2464  PID         -  AW2464
 AW2464  STATE/COUNTY-  TX/JEFFERSON
 AW2464  USGS QUAD   -  CLAM LAKE (1993)
 AW2464
 AW2464                         *CURRENT SURVEY CONTROL
 AW2464  ___________________________________________________________________
 AW2464* NAD 83(1986)-  29 40 23.     (N)    094 03 21.     (W)     SCALED    
 AW2464* NAVD 88     -         1.96   (+/-2cm)       6.4    (feet)  VERTCON   
 AW2464  ___________________________________________________________________
 AW2464  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2464
 AW2464  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2464
 AW2464.The horizontal coordinates were scaled from a topographic map and have
 AW2464.an estimated accuracy of +/- 6 seconds.
 AW2464
 AW2464.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2464.The vertical order pertains to the NGVD 29 superseded value.
 AW2464
 AW2464.The geoid height was determined by GEOID03.
 AW2464
 AW2464;                    North         East    Units  Estimated Accuracy
 AW2464;SPC TXSC     - 4,214,010.    1,078,400.      MT  (+/- 180 meters Scaled)
 AW2464
 AW2464                          SUPERSEDED SURVEY CONTROL
 AW2464
 AW2464  NGVD 29 (??/??/92)    1.951  (m)            6.40   (f) ADJ UNCH    1 2
 AW2464
 AW2464.Superseded values are not recommended for survey control.
 AW2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2464.See file dsdata.txt to determine how the superseded data were derived.
 AW2464
 AW2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN978830(NAD 83)
 AW2464_MARKER: DB = BENCH MARK DISK
 AW2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2464_STAMPING: X 1014 1953
 AW2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2464+STABILITY: SURFACE MOTION
 AW2464
 AW2464  HISTORY     - Date     Condition        Report By
 AW2464  HISTORY     - 1953     MONUMENTED       CGS
 AW2464  HISTORY     - 1958     GOOD             NGS
 AW2464  HISTORY     - 1977     GOOD             NGS
 AW2464  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2464
 AW2464                          STATION DESCRIPTION
 AW2464
 AW2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2464'10.8 MI SW FROM SABINE PASS.
 AW2464'ABOUT 10.8 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AW2464'DOWLING MONUMENT AT SABINE PASS, 48 FEET NORTHWEST OF THE CENTER LINE
 AW2464'OF THE HIGHWAY, 1/2 FOOT NORTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A
 AW2464'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 AW2464'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW2464
 AW2464                          STATION RECOVERY (1977)
 AW2464
 AW2464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW2464'RECOVERED IN GOOD CONDITION.
 AW2464
 AW2464                          STATION RECOVERY (2002)
 AW2464
 AW2464'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2414 ***********************************************************************
 AW2414  DESIGNATION -  X 1015
 AW2414  PID         -  AW2414
 AW2414  STATE/COUNTY-  TX/CHAMBERS
 AW2414  USGS QUAD   -  STOWELL (1993)
 AW2414
 AW2414                         *CURRENT SURVEY CONTROL
 AW2414  ___________________________________________________________________
 AW2414* NAD 83(1986)-  29 48 40.     (N)    094 23 00.     (W)     SCALED    
 AW2414* NAVD 88     -         7.68   (+/-2cm)      25.2    (feet)  VERTCON   
 AW2414  ___________________________________________________________________
 AW2414  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2414
 AW2414  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2414
 AW2414.The horizontal coordinates were scaled from a topographic map and have
 AW2414.an estimated accuracy of +/- 6 seconds.
 AW2414
 AW2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2414.The vertical order pertains to the NGVD 29 superseded value.
 AW2414
 AW2414.The geoid height was determined by GEOID03.
 AW2414
 AW2414;                    North         East    Units  Estimated Accuracy
 AW2414;SPC TXSC     - 4,228,000.    1,046,130.      MT  (+/- 180 meters Scaled)
 AW2414
 AW2414                          SUPERSEDED SURVEY CONTROL
 AW2414
 AW2414  NGVD 29 (??/??/92)    7.679  (m)           25.19   (f) ADJ UNCH    1 2
 AW2414
 AW2414.Superseded values are not recommended for survey control.
 AW2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2414.See file dsdata.txt to determine how the superseded data were derived.
 AW2414
 AW2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN663986(NAD 83)
 AW2414_MARKER: DB = BENCH MARK DISK
 AW2414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2414_SP_SET: CULVERT
 AW2414_STAMPING: X 1015 1953
 AW2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2414
 AW2414  HISTORY     - Date     Condition        Report By
 AW2414  HISTORY     - 1953     MONUMENTED       CGS
 AW2414  HISTORY     - 1958     GOOD             NGS
 AW2414  HISTORY     - 1962     MARK NOT FOUND   USGS
 AW2414  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 AW2414  HISTORY     - 19980202 MARK NOT FOUND   USPSQD
 AW2414  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2414  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 AW2414  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2414  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2414
 AW2414                          STATION DESCRIPTION
 AW2414
 AW2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2414'1.3 MI N FROM STOWELL.
 AW2414'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE AT
 AW2414'STOWELL, 24 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 AW2414'TOP OF THE NORTH END OF THE EAST HEAD WALL OF THE MOST NORTHERLY ONE
 AW2414'OF 2 CONCRETE CULVERTS UNDER THE HIGHWAY, 116 FEET NORTH OF THE CENTER
 AW2414'LINE OF A SHELL ROAD LEADING EAST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 AW2414'THE HIGHWAY.
 AW2414
 AW2414                          STATION RECOVERY (1962)
 AW2414
 AW2414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AW2414'MARK NOT FOUND.
 AW2414
 AW2414                          STATION RECOVERY (1996)
 AW2414
 AW2414'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2414'MARK NOT FOUND.
 AW2414
 AW2414                          STATION RECOVERY (1998)
 AW2414
 AW2414'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2414'MARK NOT FOUND.
 AW2414
 AW2414                          STATION RECOVERY (2001)
 AW2414
 AW2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2414'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2414
 AW2414                          STATION RECOVERY (2003)
 AW2414
 AW2414'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2414'MARK NOT FOUND.
 AW2414
 AW2414                          STATION RECOVERY (2004)
 AW2414
 AW2414'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2414'MARK NOT FOUND.
 AW2414
 AW2414                          STATION RECOVERY (2005)
 AW2414
 AW2414'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0260 ***********************************************************************
 BL0260  DESIGNATION -  X 1016
 BL0260  PID         -  BL0260
 BL0260  STATE/COUNTY-  TX/JEFFERSON
 BL0260  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0260
 BL0260                         *CURRENT SURVEY CONTROL
 BL0260  ___________________________________________________________________
 BL0260* NAD 83(1986)-  30 03 26.     (N)    094 06 20.     (W)     SCALED    
 BL0260* NAVD 88     -         6.05   (+/-2cm)      19.8    (feet)  VERTCON   
 BL0260  ___________________________________________________________________
 BL0260  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0260
 BL0260  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0260
 BL0260.The horizontal coordinates were scaled from a topographic map and have
 BL0260.an estimated accuracy of +/- 6 seconds.
 BL0260
 BL0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0260.The vertical order pertains to the NGVD 29 superseded value.
 BL0260
 BL0260.The geoid height was determined by GEOID03.
 BL0260
 BL0260;                    North         East    Units  Estimated Accuracy
 BL0260;SPC TXSC     - 4,256,350.    1,071,810.      MT  (+/- 180 meters Scaled)
 BL0260
 BL0260                          SUPERSEDED SURVEY CONTROL
 BL0260
 BL0260  NGVD 29 (??/??/92)    6.053  (m)           19.86   (f) ADJ UNCH    1 2
 BL0260
 BL0260.Superseded values are not recommended for survey control.
 BL0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0260.See file dsdata.txt to determine how the superseded data were derived.
 BL0260
 BL0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP934256(NAD 83)
 BL0260_MARKER: DB = BENCH MARK DISK
 BL0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0260_STAMPING: X 1016 - 1954
 BL0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0260+STABILITY: SURFACE MOTION
 BL0260
 BL0260  HISTORY     - Date     Condition        Report By
 BL0260  HISTORY     - 1954     MONUMENTED       CGS
 BL0260  HISTORY     - 1972     GOOD             NGS
 BL0260  HISTORY     - 19890821 MARK NOT FOUND   USPSQD
 BL0260  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 BL0260  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0260  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0260  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 BL0260  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 BL0260
 BL0260                          STATION DESCRIPTION
 BL0260
 BL0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0260'0.85 MI SE FROM BEAUMONT.
 BL0260'0.85 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BL0260'CROSSING OF COLLEGE STREET AT BEAUMONT THENCE 372.0 FEET NORTHWEST OF
 BL0260'CENTER OF CROSSING OF WASHINGTON BOULEVARD, 125.0 FEET NORTHEAST OF
 BL0260'THE NORTHEAST RAIL OF MAIN TRACK, 72.0 FEET NORTHEAST OF NORTHEAST
 BL0260'RAIL OF A SIDE TRACK, 3.0 FEET SOUTHWEST OF AN OLD FENCE LINE. 0.35
 BL0260'MILES SOUTHEAST OF L 1135.  0.1 MILES NORTHWEST OF BEAUMONT 1931.  A
 BL0260'STANDARD DISK IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, 1.0
 BL0260'FOOT NORTHEAST OF A METAL WITNESS POST 4.0 FEET BELOW THE LEVEL OF THE
 BL0260'RAILROAD.
 BL0260
 BL0260                          STATION RECOVERY (1989)
 BL0260
 BL0260'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0260'MARK NOT FOUND.
 BL0260
 BL0260                          STATION RECOVERY (1994)
 BL0260
 BL0260'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0260'MARK NOT FOUND.
 BL0260
 BL0260                          STATION RECOVERY (2001)
 BL0260
 BL0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0260'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0260
 BL0260                          STATION RECOVERY (2001)
 BL0260
 BL0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0260'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0260
 BL0260                          STATION RECOVERY (2003)
 BL0260
 BL0260'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0260'MARK NOT FOUND.
 BL0260
 BL0260                          STATION RECOVERY (2004)
 BL0260
 BL0260'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0275 ***********************************************************************
 BL0275  DESIGNATION -  X 1017
 BL0275  PID         -  BL0275
 BL0275  STATE/COUNTY-  TX/JEFFERSON
 BL0275  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0275
 BL0275                         *CURRENT SURVEY CONTROL
 BL0275  ___________________________________________________________________
 BL0275* NAD 83(1986)-  30 02 31.     (N)    094 08 38.     (W)     SCALED    
 BL0275* NAVD 88     -         4.66   (+/-2cm)      15.3    (feet)  VERTCON   
 BL0275  ___________________________________________________________________
 BL0275  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0275
 BL0275  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0275
 BL0275.The horizontal coordinates were scaled from a topographic map and have
 BL0275.an estimated accuracy of +/- 6 seconds.
 BL0275
 BL0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0275.The vertical order pertains to the NGVD 29 superseded value.
 BL0275
 BL0275.The geoid height was determined by GEOID03.
 BL0275
 BL0275;                    North         East    Units  Estimated Accuracy
 BL0275;SPC TXSC     - 4,254,500.    1,068,190.      MT  (+/- 180 meters Scaled)
 BL0275
 BL0275                          SUPERSEDED SURVEY CONTROL
 BL0275
 BL0275  NGVD 29 (??/??/92)    4.679  (m)           15.35   (f) ADJ UNCH    1 2
 BL0275
 BL0275.Superseded values are not recommended for survey control.
 BL0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0275.See file dsdata.txt to determine how the superseded data were derived.
 BL0275
 BL0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP897239(NAD 83)
 BL0275_MARKER: DB = BENCH MARK DISK
 BL0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0275_SP_SET: PIER
 BL0275_STAMPING: X 1017 1954
 BL0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0275
 BL0275  HISTORY     - Date     Condition        Report By
 BL0275  HISTORY     - 1954     MONUMENTED       CGS
 BL0275  HISTORY     - 1958     GOOD             NGS
 BL0275  HISTORY     - 1988     GOOD             USPSQD
 BL0275  HISTORY     - 19890823 MARK NOT FOUND   USPSQD
 BL0275  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 BL0275
 BL0275                          STATION DESCRIPTION
 BL0275
 BL0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BL0275'3.75 MI SW FROM BEAUMONT.
 BL0275'0.5 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0275'STATION AT BEAUMONT, THENCE ABOUT 0.3 MILE SOUTH ALONG THE TEXAS AND
 BL0275'NEW ORLEANS RAILROAD, THENCE ABOUT 2.95 MILES SOUTHWEST ALONG THE
 BL0275'GULF, COLORADO AND SANTA FE RAILROAD, ABOUT 0.45 MILE NORTHEAST OF
 BL0275'MILEPOST 73, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 BL0275'PIER OF A STEEL BRIDGE OVER A CANAL, 7 1/2 POLES SOUTHWEST OF A ROAD
 BL0275'CROSSING, 62 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2 FEET
 BL0275'BELOW THE LEVEL OF THE TRACKS.
 BL0275
 BL0275                          STATION RECOVERY (1988)
 BL0275
 BL0275'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0275'RECOVERED IN GOOD CONDITION.
 BL0275
 BL0275                          STATION RECOVERY (1989)
 BL0275
 BL0275'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0275'MARK NOT FOUND.
 BL0275
 BL0275                          STATION RECOVERY (1993)
 BL0275
 BL0275'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0473 ***********************************************************************
 BL0473  DESIGNATION -  X 1018
 BL0473  PID         -  BL0473
 BL0473  STATE/COUNTY-  TX/LIBERTY
 BL0473  USGS QUAD   -  LIBERTY (1984)
 BL0473
 BL0473                         *CURRENT SURVEY CONTROL
 BL0473  ___________________________________________________________________
 BL0473* NAD 83(1986)-  30 04 28.     (N)    094 46 55.     (W)     SCALED    
 BL0473* NAVD 88     -         9.47   (+/-2cm)      31.1    (feet)  VERTCON   
 BL0473  ___________________________________________________________________
 BL0473  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0473
 BL0473  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0473
 BL0473.The horizontal coordinates were scaled from a topographic map and have
 BL0473.an estimated accuracy of +/- 6 seconds.
 BL0473
 BL0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0473.The vertical order pertains to the NGVD 29 superseded value.
 BL0473
 BL0473.The geoid height was determined by GEOID03.
 BL0473
 BL0473;                    North         East    Units  Estimated Accuracy
 BL0473;SPC TX C     - 3,058,560.    1,235,020.      MT  (+/- 180 meters Scaled)
 BL0473
 BL0473                          SUPERSEDED SURVEY CONTROL
 BL0473
 BL0473  NGVD 29 (??/??/92)    9.474  (m)           31.08   (f) ADJ UNCH    1 2
 BL0473
 BL0473.Superseded values are not recommended for survey control.
 BL0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0473.See file dsdata.txt to determine how the superseded data were derived.
 BL0473
 BL0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP282283(NAD 83)
 BL0473_MARKER: DB = BENCH MARK DISK
 BL0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0473_SP_SET: CULVERT
 BL0473_STAMPING: X 1018 1954
 BL0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0473
 BL0473  HISTORY     - Date     Condition        Report By
 BL0473  HISTORY     - 1954     MONUMENTED       CGS
 BL0473  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0473  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 BL0473
 BL0473                          STATION DESCRIPTION
 BL0473
 BL0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL0473'1.55 MI N FROM LIBERTY.
 BL0473'1.55 MILES NORTH ALONG STATE HIGHWAY 146 FROM THE TEXAS AND NEW
 BL0473'ORLEANS RAILROAD STATION AT LIBERTY, 0.2 MILE SOUTHWEST OF THE MILENTZ
 BL0473'DRIVE IN THEATRE, 21.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BL0473'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST HEADWALL OF A
 BL0473'CONCRETE CULVERT.
 BL0473
 BL0473                          STATION RECOVERY (1977)
 BL0473
 BL0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0473'MARK NOT FOUND.
 BL0473
 BL0473                          STATION RECOVERY (1996)
 BL0473
 BL0473'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0428 ***********************************************************************
 BY0428  DESIGNATION -  X 102
 BY0428  PID         -  BY0428
 BY0428  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0428  USGS QUAD   -  VEACH (1984)
 BY0428
 BY0428                         *CURRENT SURVEY CONTROL
 BY0428  ___________________________________________________________________
 BY0428* NAD 83(1986)-  31 12 19.     (N)    094 08 42.     (W)     SCALED    
 BY0428* NAVD 88     -        61.84   (+/-2cm)     202.9    (feet)  VERTCON   
 BY0428  ___________________________________________________________________
 BY0428  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BY0428
 BY0428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0428
 BY0428.The horizontal coordinates were scaled from a topographic map and have
 BY0428.an estimated accuracy of +/- 6 seconds.
 BY0428
 BY0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0428.The vertical order pertains to the NGVD 29 superseded value.
 BY0428
 BY0428.The geoid height was determined by GEOID03.
 BY0428
 BY0428;                    North         East    Units  Estimated Accuracy
 BY0428;SPC TX C     - 3,186,960.    1,289,370.      MT  (+/- 180 meters Scaled)
 BY0428
 BY0428                          SUPERSEDED SURVEY CONTROL
 BY0428
 BY0428  NGVD 29 (??/??/92)   61.852  (m)          202.93   (f) ADJ UNCH    2 0
 BY0428
 BY0428.Superseded values are not recommended for survey control.
 BY0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0428.See file dsdata.txt to determine how the superseded data were derived.
 BY0428
 BY0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ909529(NAD 83)
 BY0428_MARKER: DB = BENCH MARK DISK
 BY0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0428_STAMPING: X 102 1952
 BY0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0428+STABILITY: SURFACE MOTION
 BY0428
 BY0428  HISTORY     - Date     Condition        Report By
 BY0428  HISTORY     - 1952     MONUMENTED       CGS
 BY0428
 BY0428                          STATION DESCRIPTION
 BY0428
 BY0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0428'13.35 MI NW FROM BROOKELAND.
 BY0428'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0428'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0428'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 6.75 MILES
 BY0428'NORTHWEST ALONG FOREST ROAD 304, 72 FEET NORTH OF THE CENTER LINE OF
 BY0428'THE FOREST ROAD, 51 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT
 BY0428'ROAD LEADING NORTHEAST, 36 FEET NORTH OF THE CENTER LINE OF A TRAM
 BY0428'ROAD LEADING EAST, 14.7 FEET EAST OF A 12 INCH OAK TREE, 1.0 FOOT EAST
 BY0428'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0428'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3231 ***********************************************************************
 AW3231  DESIGNATION -  X 1020
 AW3231  PID         -  AW3231
 AW3231  STATE/COUNTY-  TX/HARRIS
 AW3231  USGS QUAD   -  SETTEGAST (1995)
 AW3231
 AW3231                         *CURRENT SURVEY CONTROL
 AW3231  ___________________________________________________________________
 AW3231* NAD 83(1986)-  29 48 00.     (N)    095 19 00.     (W)     SCALED    
 AW3231* NAVD 88     -        14.00   (+/-2cm)      45.9    (feet)  VERTCON   
 AW3231  ___________________________________________________________________
 AW3231  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW3231
 AW3231  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3231
 AW3231.The horizontal coordinates were scaled from a topographic map and have
 AW3231.an estimated accuracy of +/- 6 seconds.
 AW3231
 AW3231.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3231.The vertical order pertains to the NGVD 29 superseded value.
 AW3231
 AW3231.The geoid height was determined by GEOID03.
 AW3231
 AW3231;                    North         East    Units  Estimated Accuracy
 AW3231;SPC TXSC     - 4,223,570.      956,010.      MT  (+/- 180 meters Scaled)
 AW3231
 AW3231                          SUPERSEDED SURVEY CONTROL
 AW3231
 AW3231  NGVD 29 (??/??/92)   13.997  (m)           45.92   (f) ADJ UNCH    1 2
 AW3231
 AW3231.Superseded values are not recommended for survey control.
 AW3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3231.See file dsdata.txt to determine how the superseded data were derived.
 AW3231
 AW3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN760988(NAD 83)
 AW3231_MARKER: DB = BENCH MARK DISK
 AW3231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3231_STAMPING: X 1020 1954
 AW3231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3231+STABILITY: SURFACE MOTION
 AW3231
 AW3231  HISTORY     - Date     Condition        Report By
 AW3231  HISTORY     - 1954     MONUMENTED       CGS
 AW3231  HISTORY     - 1959     GOOD             NGS
 AW3231  HISTORY     - 1963     GOOD             NGS
 AW3231  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3231
 AW3231                          STATION DESCRIPTION
 AW3231
 AW3231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3231'4.4 MI NE FROM HOUSTON.
 AW3231'ABOUT 0.45 MILE NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE NEW
 AW3231'HARRIS COUNTY COURTHOUSE AT HOUSTON, THENCE ABOUT 0.1 MILE NORTHEAST
 AW3231'ALONG ROTHWELL STREET, THENCE ABOUT 0.45 MILE EAST ALONG NANCE AVENUE,
 AW3231'THENCE ABOUT 2.5 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS
 AW3231'RAILROAD, THENCE ABOUT 0.9 MILE NORTH ALONG LOCKWOOD DRIVE, AT THE
 AW3231'INTERSECTION OF CAVALCADE STREET, 46 FEET EAST OF THE CENTER LINE OF
 AW3231'LOCKWOOD DRIVE, 45 FEET SOUTH OF THE CENTER LINE OF CAVALCADE STREET,
 AW3231'49 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CAFE, 9.3 FEET
 AW3231'NORTHWEST OF A STEEL POLE SUPPORTING A NEON SIGN, 5.3 FEET WEST OF A
 AW3231'POWER POLE, 4.3 FEET SOUTHEAST OF A FIRE HYDRANT, 2 1/2 FEET WEST OF A
 AW3231'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3231'GROUND.
 AW3231
 AW3231                          STATION RECOVERY (1963)
 AW3231
 AW3231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW3231'RECOVERED IN GOOD CONDITION.
 AW3231
 AW3231                          STATION RECOVERY (1989)
 AW3231
 AW3231'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW3231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0033 ***********************************************************************
 CR0033  DESIGNATION -  X 1021
 CR0033  PID         -  CR0033
 CR0033  STATE/COUNTY-  TX/HARRISON
 CR0033  USGS QUAD   -  KARNACK (1978)
 CR0033
 CR0033                         *CURRENT SURVEY CONTROL
 CR0033  ___________________________________________________________________
 CR0033* NAD 83(1986)-  32 38 45.     (N)    094 09 17.     (W)     SCALED    
 CR0033* NAVD 88     -        66.747  (meters)     218.99   (feet)  ADJUSTED  
 CR0033  ___________________________________________________________________
 CR0033  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR0033  DYNAMIC HT  -          66.672 (meters)     218.74  (feet)  COMP
 CR0033  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 CR0033
 CR0033  VERT ORDER  -  FIRST     CLASS II
 CR0033
 CR0033.The horizontal coordinates were scaled from a topographic map and have
 CR0033.an estimated accuracy of +/- 6 seconds.
 CR0033
 CR0033.The orthometric height was determined by differential leveling
 CR0033.and adjusted by the National Geodetic Survey in June 1991..
 CR0033
 CR0033.The geoid height was determined by GEOID03.
 CR0033
 CR0033.The dynamic height is computed by dividing the NAVD 88
 CR0033.geopotential number by the normal gravity value computed on the
 CR0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0033.degrees latitude (g = 980.6199 gals.).
 CR0033
 CR0033.The modeled gravity was interpolated from observed gravity values.
 CR0033
 CR0033;                    North         East    Units  Estimated Accuracy
 CR0033;SPC TXNC     - 2,117,010.    1,007,540.      MT  (+/- 180 meters Scaled)
 CR0033
 CR0033                          SUPERSEDED SURVEY CONTROL
 CR0033
 CR0033  NGVD 29 (??/??/92)   66.810  (m)          219.19   (f) ADJ UNCH    1 2
 CR0033
 CR0033.Superseded values are not recommended for survey control.
 CR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0033.See file dsdata.txt to determine how the superseded data were derived.
 CR0033
 CR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS916126(NAD 83)
 CR0033_MARKER: DB = BENCH MARK DISK
 CR0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0033_STAMPING: X 1021 1954
 CR0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0033+STABILITY: SURFACE MOTION
 CR0033
 CR0033  HISTORY     - Date     Condition        Report By
 CR0033  HISTORY     - 1954     MONUMENTED       CGS
 CR0033  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0033
 CR0033                          STATION DESCRIPTION
 CR0033
 CR0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0033'1.8 MI SE FROM KARNACK.
 CR0033'1.8 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0033'STATION AT KARNACK, 47 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 CR0033'MAIN TRACK, 36 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 1 FOOT
 CR0033'NORTHEAST OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, 4 FEET BELOW
 CR0033'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CR0033'0.6 FOOT ABOVE THE GROUND.
 CR0033
 CR0033                          STATION RECOVERY (1998)
 CR0033
 CR0033'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0008 ***********************************************************************
 CR0008  DESIGNATION -  X 1022
 CR0008  PID         -  CR0008
 CR0008  STATE/COUNTY-  TX/MARION
 CR0008  USGS QUAD   -  KELLYVILLE (1962)
 CR0008
 CR0008                         *CURRENT SURVEY CONTROL
 CR0008  ___________________________________________________________________
 CR0008* NAD 83(1986)-  32 47 12.     (N)    094 23 25.     (W)     SCALED    
 CR0008* NAVD 88     -        66.347  (meters)     217.67   (feet)  ADJUSTED  
 CR0008  ___________________________________________________________________
 CR0008  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CR0008  DYNAMIC HT  -          66.273 (meters)     217.43  (feet)  COMP
 CR0008  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 CR0008
 CR0008  VERT ORDER  -  FIRST     CLASS II
 CR0008
 CR0008.The horizontal coordinates were scaled from a topographic map and have
 CR0008.an estimated accuracy of +/- 6 seconds.
 CR0008
 CR0008.The orthometric height was determined by differential leveling
 CR0008.and adjusted by the National Geodetic Survey in June 1991..
 CR0008
 CR0008.The geoid height was determined by GEOID03.
 CR0008
 CR0008.The dynamic height is computed by dividing the NAVD 88
 CR0008.geopotential number by the normal gravity value computed on the
 CR0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0008.degrees latitude (g = 980.6199 gals.).
 CR0008
 CR0008.The modeled gravity was interpolated from observed gravity values.
 CR0008
 CR0008;                    North         East    Units  Estimated Accuracy
 CR0008;SPC TXNC     - 2,131,730.      984,850.      MT  (+/- 180 meters Scaled)
 CR0008
 CR0008                          SUPERSEDED SURVEY CONTROL
 CR0008
 CR0008  NGVD 29 (??/??/92)   66.403  (m)          217.86   (f) ADJ UNCH    1 2
 CR0008
 CR0008.Superseded values are not recommended for survey control.
 CR0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0008.See file dsdata.txt to determine how the superseded data were derived.
 CR0008
 CR0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS698284(NAD 83)
 CR0008_MARKER: DB = BENCH MARK DISK
 CR0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0008_STAMPING: X 1022 1954
 CR0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0008+STABILITY: SURFACE MOTION
 CR0008
 CR0008  HISTORY     - Date     Condition        Report By
 CR0008  HISTORY     - 1954     MONUMENTED       CGS
 CR0008
 CR0008                          STATION DESCRIPTION
 CR0008
 CR0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0008'3.65 MI NW FROM JEFFERSON.
 CR0008'3.65 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0008'THE STATION AT JEFFERSON, 4 POLES EAST OF MILEPOST T - 53, 268 FEET
 CR0008'SOUTH OF THE SOUTH RAIL, 96 FEET SOUTH OF A POWER POLE, 1.4 FEET NORTH
 CR0008'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 CR0008'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1553 ***********************************************************************
 BL1553  DESIGNATION -  X 1023
 BL1553  PID         -  BL1553
 BL1553  STATE/COUNTY-  TX/MONTGOMERY
 BL1553  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1553
 BL1553                         *CURRENT SURVEY CONTROL
 BL1553  ___________________________________________________________________
 BL1553* NAD 83(1986)-  30 07 35.     (N)    095 46 17.     (W)     SCALED    
 BL1553* NAVD 88     -        73.05   (+/-2cm)     239.7    (feet)  VERTCON   
 BL1553  ___________________________________________________________________
 BL1553  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1553
 BL1553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1553
 BL1553.The horizontal coordinates were scaled from a topographic map and have
 BL1553.an estimated accuracy of +/- 6 seconds.
 BL1553
 BL1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1553.The vertical order pertains to the NGVD 29 superseded value.
 BL1553
 BL1553.The geoid height was determined by GEOID03.
 BL1553
 BL1553;                    North         East    Units  Estimated Accuracy
 BL1553;SPC TX C     - 3,059,980.    1,139,480.      MT  (+/- 180 meters Scaled)
 BL1553
 BL1553                          SUPERSEDED SURVEY CONTROL
 BL1553
 BL1553  NGVD 29 (??/??/92)   73.046  (m)          239.65   (f) ADJ UNCH    2 0
 BL1553
 BL1553.Superseded values are not recommended for survey control.
 BL1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1553.See file dsdata.txt to determine how the superseded data were derived.
 BL1553
 BL1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP329360(NAD 83)
 BL1553_MARKER: DB = BENCH MARK DISK
 BL1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1553_STAMPING: X 1023 1954
 BL1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1553+STABILITY: SURFACE MOTION
 BL1553
 BL1553  HISTORY     - Date     Condition        Report By
 BL1553  HISTORY     - 1954     MONUMENTED       CGS
 BL1553  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1553  HISTORY     - 20050818 MARK NOT FOUND   GEOCAC
 BL1553
 BL1553                          STATION DESCRIPTION
 BL1553
 BL1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1553'7.1 MI S FROM MAGNOLIA.
 BL1553'0.2 MILE WEST ALONG AN OILED STREET FROM THE WEST SCHOOL BUILDING AT
 BL1553'MAGNOLIA, THENCE 6.9 MILES SOUTH ALONG A DIRT ROAD, 63 FEET NORTHWEST
 BL1553'OF THE CENTER LINE OF A ROAD, 20 FEET NORTH OF THE CENTER LINE OF A
 BL1553'TRACK ROAD LEADING WEST, 2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 BL1553'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BL1553'FOOT ABOVE THE GROUND.  NOTE-- THIS ROAD IS NOW UNDER CONSTRUCTION.
 BL1553
 BL1553                          STATION RECOVERY (1978)
 BL1553
 BL1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1553'NOT RECOVERED.  NOTE=ROAD HAS BEEN WIDENED AND GRADERS WERE WORKING
 BL1553'ON THE ROAD.
 BL1553
 BL1553                          STATION RECOVERY (2005)
 BL1553
 BL1553'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1553'BURIED TELEPHONE CABLE AT THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0417 ***********************************************************************
 DM0417  DESIGNATION -  X 1024
 DM0417  PID         -  DM0417
 DM0417  STATE/COUNTY-  TX/HOPKINS
 DM0417  USGS QUAD   -  COMO (1964)
 DM0417
 DM0417                         *CURRENT SURVEY CONTROL
 DM0417  ___________________________________________________________________
 DM0417* NAD 83(1986)-  33 02 01.     (N)    095 24 33.     (W)     SCALED    
 DM0417* NAVD 88     -       160.167  (meters)     525.48   (feet)  ADJUSTED  
 DM0417  ___________________________________________________________________
 DM0417  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DM0417  DYNAMIC HT  -         159.989 (meters)     524.90  (feet)  COMP
 DM0417  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 DM0417
 DM0417  VERT ORDER  -  FIRST     CLASS II
 DM0417
 DM0417.The horizontal coordinates were scaled from a topographic map and have
 DM0417.an estimated accuracy of +/- 6 seconds.
 DM0417
 DM0417.The orthometric height was determined by differential leveling
 DM0417.and adjusted by the National Geodetic Survey in June 1991..
 DM0417
 DM0417.The geoid height was determined by GEOID03.
 DM0417
 DM0417.The dynamic height is computed by dividing the NAVD 88
 DM0417.geopotential number by the normal gravity value computed on the
 DM0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0417.degrees latitude (g = 980.6199 gals.).
 DM0417
 DM0417.The modeled gravity was interpolated from observed gravity values.
 DM0417
 DM0417;                    North         East    Units  Estimated Accuracy
 DM0417;SPC TXNC     - 2,155,830.      888,660.      MT  (+/- 180 meters Scaled)
 DM0417
 DM0417                          SUPERSEDED SURVEY CONTROL
 DM0417
 DM0417  NGVD 29 (??/??/92)  160.168  (m)          525.48   (f) ADJ UNCH    1 2
 DM0417
 DM0417.Superseded values are not recommended for survey control.
 DM0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0417.See file dsdata.txt to determine how the superseded data were derived.
 DM0417
 DM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS750575(NAD 83)
 DM0417_MARKER: DB = BENCH MARK DISK
 DM0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0417_STAMPING: X 1024 1954
 DM0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0417+STABILITY: SURFACE MOTION
 DM0417
 DM0417  HISTORY     - Date     Condition        Report By
 DM0417  HISTORY     - 1954     MONUMENTED       CGS
 DM0417  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 DM0417
 DM0417                          STATION DESCRIPTION
 DM0417
 DM0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0417'9.1 MI NW FROM WINNSBORO.
 DM0417'9.1 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0417'STATION AT WINNSBORO, 5 POLES EAST OF MILEPOST T - 127, 3 POLES WEST
 DM0417'OF A ROAD CROSSING, 1.0 MILE WEST OF THE STATION SIGN AT PICKTON, 35
 DM0417'FEET NORTH OF THE NORTH RAIL, 8.3 FEET NORTH OF THE 5TH POLE EAST OF
 DM0417'MILEPOST T - 127, 3.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 DM0417'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DM0417
 DM0417                          STATION RECOVERY (1995)
 DM0417
 DM0417'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0295 ***********************************************************************
 CR0295  DESIGNATION -  X 1025
 CR0295  PID         -  CR0295
 CR0295  STATE/COUNTY-  TX/CAMP
 CR0295  USGS QUAD   -  LEESBURG (1960)
 CR0295
 CR0295                         *CURRENT SURVEY CONTROL
 CR0295  ___________________________________________________________________
 CR0295* NAD 83(1986)-  32 58 42.     (N)    095 06 50.     (W)     SCALED    
 CR0295* NAVD 88     -       138.759  (meters)     455.25   (feet)  ADJUSTED  
 CR0295  ___________________________________________________________________
 CR0295  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CR0295  DYNAMIC HT  -         138.605 (meters)     454.74  (feet)  COMP
 CR0295  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 CR0295
 CR0295  VERT ORDER  -  FIRST     CLASS II
 CR0295
 CR0295.The horizontal coordinates were scaled from a topographic map and have
 CR0295.an estimated accuracy of +/- 6 seconds.
 CR0295
 CR0295.The orthometric height was determined by differential leveling
 CR0295.and adjusted by the National Geodetic Survey in June 1991..
 CR0295
 CR0295.The geoid height was determined by GEOID03.
 CR0295
 CR0295.The dynamic height is computed by dividing the NAVD 88
 CR0295.geopotential number by the normal gravity value computed on the
 CR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0295.degrees latitude (g = 980.6199 gals.).
 CR0295
 CR0295.The modeled gravity was interpolated from observed gravity values.
 CR0295
 CR0295;                    North         East    Units  Estimated Accuracy
 CR0295;SPC TXNC     - 2,150,550.      916,430.      MT  (+/- 180 meters Scaled)
 CR0295
 CR0295                          SUPERSEDED SURVEY CONTROL
 CR0295
 CR0295  NGVD 29 (??/??/92)  138.769  (m)          455.28   (f) ADJ UNCH    1 2
 CR0295
 CR0295.Superseded values are not recommended for survey control.
 CR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0295.See file dsdata.txt to determine how the superseded data were derived.
 CR0295
 CR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS024508(NAD 83)
 CR0295_MARKER: DB = BENCH MARK DISK
 CR0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0295_STAMPING: X 1025 1954
 CR0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0295+STABILITY: SURFACE MOTION
 CR0295
 CR0295  HISTORY     - Date     Condition        Report By
 CR0295  HISTORY     - 1954     MONUMENTED       CGS
 CR0295
 CR0295                          STATION DESCRIPTION
 CR0295
 CR0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0295'8.7 MI W FROM PITTSBURG.
 CR0295'8.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0295'STATION AT PITTSBURG, 53 FEET NORTHWEST OF MILEPOST T - 107, 43.6 FEET
 CR0295'NORTH OF THE NORTH RAIL, 4 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 CR0295'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CR0295'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0259 ***********************************************************************
 AX0259  DESIGNATION -  X 1026
 AX0259  PID         -  AX0259
 AX0259  STATE/COUNTY-  TX/WALLER
 AX0259  USGS QUAD   -  SUNNY SIDE (1980)
 AX0259
 AX0259                         *CURRENT SURVEY CONTROL
 AX0259  ___________________________________________________________________
 AX0259* NAD 83(1986)-  29 54 42.     (N)    096 06 11.     (W)     SCALED    
 AX0259* NAVD 88     -        41.37   (+/-2cm)     135.7    (feet)  VERTCON   
 AX0259  ___________________________________________________________________
 AX0259  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0259
 AX0259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0259
 AX0259.The horizontal coordinates were scaled from a topographic map and have
 AX0259.an estimated accuracy of +/- 6 seconds.
 AX0259
 AX0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0259.The vertical order pertains to the NGVD 29 superseded value.
 AX0259
 AX0259.The geoid height was determined by GEOID03.
 AX0259
 AX0259;                    North         East    Units  Estimated Accuracy
 AX0259;SPC TXSC     - 4,233,800.      879,710.      MT  (+/- 180 meters Scaled)
 AX0259
 AX0259                          SUPERSEDED SURVEY CONTROL
 AX0259
 AX0259  NGVD 29 (??/??/92)   41.350  (m)          135.66   (f) ADJ UNCH    2 0
 AX0259
 AX0259.Superseded values are not recommended for survey control.
 AX0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0259.See file dsdata.txt to determine how the superseded data were derived.
 AX0259
 AX0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU797125(NAD 83)
 AX0259_MARKER: DB = BENCH MARK DISK
 AX0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0259_STAMPING: X 1026 1954
 AX0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0259+STABILITY: SURFACE MOTION
 AX0259
 AX0259  HISTORY     - Date     Condition        Report By
 AX0259  HISTORY     - 1954     MONUMENTED       CGS
 AX0259  HISTORY     - 1967     GOOD             NGS
 AX0259
 AX0259                          STATION DESCRIPTION
 AX0259
 AX0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AX0259'18.95 MI SW FROM HEMPSTEAD.
 AX0259'ABOUT 2.45 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0259'HEMPSTEAD, THENCE 11.8 MILES SOUTH ALONG FARM ROAD 359, THENCE 5.0
 AX0259'MILES ALONG A FARM ROAD AND A NARROW GRAVELED ROAD TO SITE OF MARK, 28
 AX0259'FEET NORTH OF CENTER OF GRAVELED ROAD, 46 FEET EAST OF A LARGE PECAN
 AX0259'TREE, 2.5 FEET SOUTH OF FENCE, 1 FOOT NORTH OF A METAL WITNESS POST. A
 AX0259'C AND GS DISK SET IN A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 AX0259'GROUND.  THIS MARK IS ABOUT 0.5 MILE SOUTH OF THE FARM-TO-MARKET ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0154 ***********************************************************************
 BM0154  HT_MOD      -  This is a Height Modernization Survey Station.
 BM0154  DESIGNATION -  X 1027
 BM0154  PID         -  BM0154
 BM0154  STATE/COUNTY-  TX/WALLER
 BM0154  USGS QUAD   -  HEMPSTEAD (1980)
 BM0154
 BM0154                         *CURRENT SURVEY CONTROL
 BM0154  ___________________________________________________________________
 BM0154* NAD 83(1993)-  30 04 08.25806(N)    096 02 16.11761(W)     ADJUSTED  
 BM0154* NAVD 88     -        67.48   (meters)     221.4    (feet)  GPS OBS   
 BM0154  ___________________________________________________________________
 BM0154  X           -    -581,089.430 (meters)                     COMP
 BM0154  Y           -  -5,493,819.157 (meters)                     COMP
 BM0154  Z           -   3,177,011.796 (meters)                     COMP
 BM0154  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BM0154  ELLIP HEIGHT-          40.00  (meters)          (12/03/01) GPS OBS
 BM0154  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BM0154
 BM0154  HORZ ORDER  -  FIRST
 BM0154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0154  ELLP ORDER  -  FOURTH    CLASS II
 BM0154
 BM0154.The horizontal coordinates were established by GPS observations
 BM0154.and adjusted by the National Geodetic Survey in December 2001..
 BM0154
 BM0154.The orthometric height was determined by GPS observations and a
 BM0154.high-resolution geoid model using precise GPS observation and
 BM0154.processing techniques.
 BM0154.The vertical order pertains to the NGVD 29 superseded value.
 BM0154
 BM0154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM0154
 BM0154.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0154
 BM0154.The ellipsoidal height was determined by GPS observations
 BM0154.and is referenced to NAD 83.
 BM0154
 BM0154.The geoid height was determined by GEOID03.
 BM0154
 BM0154;                    North         East     Units Scale Factor Converg.
 BM0154;SPC TXSC     - 4,251,389.711   885,566.621   MT  0.99994511   +1 27 04.4
 BM0154;SPC TXSC     -13,948,101.08  2,905,396.49   sFT  0.99994511   +1 27 04.4
 BM0154;UTM  14      - 3,330,127.447   785,562.389   MT  1.00060620   +1 29 06.7
 BM0154;UTM  15      - 3,330,318.963   207,144.187   MT  1.00065827   -1 31 23.4
 BM0154
 BM0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0154!SPC TXSC     -   0.99999372  x   0.99994511  =   0.99993883
 BM0154!UTM  14      -   0.99999372  x   1.00060620  =   1.00059991
 BM0154!UTM  15      -   0.99999372  x   1.00065827  =   1.00065198
 BM0154
 BM0154                          SUPERSEDED SURVEY CONTROL
 BM0154
 BM0154  NGVD 29 (??/??/92)   67.552  (m)          221.63   (f) ADJ UNCH    2 0
 BM0154
 BM0154.Superseded values are not recommended for survey control.
 BM0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0154.See file dsdata.txt to determine how the superseded data were derived.
 BM0154
 BM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8556230127(NAD 83)
 BM0154_MARKER: DB = BENCH MARK DISK
 BM0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0154_STAMPING: X 1027 1954
 BM0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0154+STABILITY: SURFACE MOTION
 BM0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0154+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 BM0154
 BM0154  HISTORY     - Date     Condition        Report By
 BM0154  HISTORY     - 1954     MONUMENTED       CGS
 BM0154  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0154  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0154  HISTORY     - 20030829 GOOD             GEOCAC
 BM0154  HISTORY     - 20041016 GOOD             USPSQD
 BM0154
 BM0154                          STATION DESCRIPTION
 BM0154
 BM0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0154'3.45 MI SE FROM HEMPSTEAD.
 BM0154'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BM0154'HEMPSTEAD, THENCE 1.0 MILE SOUTH ALONG FARM ROAD 359, 49 FEET WEST OF
 BM0154'THE CENTER LINE OF THE FARM ROAD, 13 FEET NORTHWEST OF A TELEPHONE
 BM0154'POLE, 2 FEET EAST OF A FENCE, 2.9 FEET NORTH OF A WITNESS POST, SET IN
 BM0154'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0154
 BM0154                          STATION RECOVERY (1991)
 BM0154
 BM0154'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0154'MARK NOT FOUND.
 BM0154
 BM0154                          STATION RECOVERY (1999)
 BM0154
 BM0154'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0154'MARK NOT FOUND.
 BM0154
 BM0154                          STATION RECOVERY (2003)
 BM0154
 BM0154'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 BM0154'RECOVERED WITH CHANGES TO DESCRIPTION AS FOLLOWS
 BM0154'3.5 FEET E OF FENCELINE, 50 FEET W OF CENTERLINE FARM ROAD 359, 547
 BM0154'FEET S OF CENTERLINE CANTY ROAD.
 BM0154
 BM0154                          STATION RECOVERY (2004)
 BM0154
 BM0154'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0154'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1621 ***********************************************************************
 BL1621  DESIGNATION -  X 1028
 BL1621  PID         -  BL1621
 BL1621  STATE/COUNTY-  TX/WALLER
 BL1621  USGS QUAD   -  WALLER (1980)
 BL1621
 BL1621                         *CURRENT SURVEY CONTROL
 BL1621  ___________________________________________________________________
 BL1621* NAD 83(1986)-  30 03 51.     (N)    095 57 33.     (W)     SCALED    
 BL1621* NAVD 88     -        81.38   (+/-2cm)     267.0    (feet)  VERTCON   
 BL1621  ___________________________________________________________________
 BL1621  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1621
 BL1621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1621
 BL1621.The horizontal coordinates were scaled from a topographic map and have
 BL1621.an estimated accuracy of +/- 6 seconds.
 BL1621
 BL1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1621.The vertical order pertains to the NGVD 29 superseded value.
 BL1621
 BL1621.The geoid height was determined by GEOID03.
 BL1621
 BL1621;                    North         East    Units  Estimated Accuracy
 BL1621;SPC TXSC     - 4,251,050.      893,160.      MT  (+/- 180 meters Scaled)
 BL1621
 BL1621                          SUPERSEDED SURVEY CONTROL
 BL1621
 BL1621  NGVD 29 (??/??/92)   81.360  (m)          266.93   (f) ADJ UNCH    2 0
 BL1621
 BL1621.Superseded values are not recommended for survey control.
 BL1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1621.See file dsdata.txt to determine how the superseded data were derived.
 BL1621
 BL1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP147295(NAD 83)
 BL1621_MARKER: DB = BENCH MARK DISK
 BL1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1621_STAMPING: X 1028 1954
 BL1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1621+STABILITY: SURFACE MOTION
 BL1621
 BL1621  HISTORY     - Date     Condition        Report By
 BL1621  HISTORY     - 1954     MONUMENTED       CGS
 BL1621  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1621  HISTORY     - 19990715 MARK NOT FOUND   USPSQD
 BL1621
 BL1621                          STATION DESCRIPTION
 BL1621
 BL1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1621'2.0 MI W FROM WALLER.
 BL1621'2.0 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 BL1621'RAILROAD STATION AT WALLER, 63 FEET SOUTH OF THE CENTER LINE OF THE
 BL1621'HIGHWAY, 32 FEET NORTH OF THE NORTH RAIL OF THE TEXAS AND NEW ORLEANS
 BL1621'RAILROAD, 2.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BL1621'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BL1621
 BL1621                          STATION RECOVERY (1987)
 BL1621
 BL1621'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1621'MARK NOT FOUND.
 BL1621
 BL1621                          STATION RECOVERY (1999)
 BL1621
 BL1621'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0191 ***********************************************************************
 BM0191  DESIGNATION -  X 1029
 BM0191  PID         -  BM0191
 BM0191  STATE/COUNTY-  TX/AUSTIN
 BM0191  USGS QUAD   -  BUCKHORN (1989)
 BM0191
 BM0191                         *CURRENT SURVEY CONTROL
 BM0191  ___________________________________________________________________
 BM0191* NAD 83(1986)-  30 02 18.     (N)    096 10 53.     (W)     SCALED    
 BM0191* NAVD 88     -        59.67   (+/-2cm)     195.8    (feet)  VERTCON   
 BM0191  ___________________________________________________________________
 BM0191  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BM0191
 BM0191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0191
 BM0191.The horizontal coordinates were scaled from a topographic map and have
 BM0191.an estimated accuracy of +/- 6 seconds.
 BM0191
 BM0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0191.The vertical order pertains to the NGVD 29 superseded value.
 BM0191
 BM0191.The geoid height was determined by GEOID03.
 BM0191
 BM0191;                    North         East    Units  Estimated Accuracy
 BM0191;SPC TXSC     - 4,247,650.      871,810.      MT  (+/- 180 meters Scaled)
 BM0191
 BM0191                          SUPERSEDED SURVEY CONTROL
 BM0191
 BM0191  NGVD 29 (??/??/92)   59.646  (m)          195.69   (f) ADJ UNCH    2 0
 BM0191
 BM0191.Superseded values are not recommended for survey control.
 BM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0191.See file dsdata.txt to determine how the superseded data were derived.
 BM0191
 BM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU717263(NAD 83)
 BM0191_MARKER: DB = BENCH MARK DISK
 BM0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0191_STAMPING: X 1029 1954
 BM0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0191+STABILITY: SURFACE MOTION
 BM0191
 BM0191  HISTORY     - Date     Condition        Report By
 BM0191  HISTORY     - 1954     MONUMENTED       CGS
 BM0191  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0191
 BM0191                          STATION DESCRIPTION
 BM0191
 BM0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0191'4.05 MI NW FROM COCHRAN.
 BM0191'0.5 MILE NORTH ALONG AN OILED ROAD FROM THE GRADE SCHOOL AT COCHRAN,
 BM0191'THENCE 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 159, THENCE 2.3 MILES
 BM0191'NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ALONG A DIRT
 BM0191'ROAD, THENCE 0.45 MILE WEST ALONG A GRAVELED ROAD, 52 FEET NORTH OF
 BM0191'THE CENTER LINE OF A ROAD, 39 FEET WEST OF THE CENTER OF A WOODEN
 BM0191'GATE, 0.6 FOOT SOUTH OF A FENCE, 2.7 FEET EAST OF A WITNESS POST, SET
 BM0191'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BM0191'GROUND.
 BM0191
 BM0191                          STATION RECOVERY (1999)
 BM0191
 BM0191'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0111 ***********************************************************************
 BO0111  DESIGNATION -  X 103
 BO0111  PID         -  BO0111
 BO0111  STATE/COUNTY-  TX/SUTTON
 BO0111  USGS QUAD   -  SONORA SE (1982)
 BO0111
 BO0111                         *CURRENT SURVEY CONTROL
 BO0111  ___________________________________________________________________
 BO0111* NAD 83(1986)-  30 33 58.     (N)    100 32 24.     (W)     SCALED    
 BO0111* NAVD 88     -       694.084  (meters)    2277.17   (feet)  POSTED    
 BO0111  ___________________________________________________________________
 BO0111  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 BO0111  DYNAMIC HT  -         693.070 (meters)    2273.85  (feet)  COMP
 BO0111  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 BO0111
 BO0111  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0111
 BO0111.The horizontal coordinates were scaled from a topographic map and have
 BO0111.an estimated accuracy of +/- 6 seconds.
 BO0111
 BO0111.The orthometric height was determined by differential leveling
 BO0111.and adjusted by the National Geodetic Survey in 1992..
 BO0111.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0111.rate of 1.1 thru 2.0 mm/km.
 BO0111
 BO0111.The geoid height was determined by GEOID03.
 BO0111
 BO0111.The dynamic height is computed by dividing the NAVD 88
 BO0111.geopotential number by the normal gravity value computed on the
 BO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0111.degrees latitude (g = 980.6199 gals.).
 BO0111
 BO0111.The modeled gravity was interpolated from observed gravity values.
 BO0111
 BO0111;                    North         East    Units  Estimated Accuracy
 BO0111;SPC TX C     - 3,099,730.      680,180.      MT  (+/- 180 meters Scaled)
 BO0111
 BO0111                          SUPERSEDED SURVEY CONTROL
 BO0111
 BO0111  NGVD 29 (??/??/92)  693.911  (m)         2276.61   (f) ADJ UNCH    1 2
 BO0111
 BO0111.Superseded values are not recommended for survey control.
 BO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0111.See file dsdata.txt to determine how the superseded data were derived.
 BO0111
 BO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU523825(NAD 83)
 BO0111_MARKER: DB = BENCH MARK DISK
 BO0111_SETTING: 66 = SET IN ROCK OUTCROP
 BO0111_SP_SET: BEDROCK
 BO0111_STAMPING: X 103 1932
 BO0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0111+STABILITY: POSITION/ELEVATION WELL
 BO0111
 BO0111  HISTORY     - Date     Condition        Report By
 BO0111  HISTORY     - 1932     MONUMENTED       CGS
 BO0111  HISTORY     - 1958     GOOD             NGS
 BO0111
 BO0111                          STATION DESCRIPTION
 BO0111
 BO0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0111'6.6 MI E FROM SONORA.
 BO0111'ABOUT 6.6 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0111'3RD STREET AND CROCKETT AVENUE AT SONORA, 2.7 MILES EAST OF THE
 BO0111'JUNCTION OF RANCH ROAD 864, ABOUT 0.1 MILE WEST OF THE CREST OF A
 BO0111'HILL, IN THE TOP OF BEDROCK AND SURROUNDED BY A CIRCLE OF LOOSE ROCK,
 BO0111'40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET WEST OF A
 BO0111'LONE 10-INCH OAK TREE, 9 FEET SOUTH OF A FENCE LINE, AND ABOUT LEVEL
 BO0111'WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0214 ***********************************************************************
 BM0214  DESIGNATION -  X 1030
 BM0214  PID         -  BM0214
 BM0214  STATE/COUNTY-  TX/WASHINGTON
 BM0214  USGS QUAD   -  BUCKHORN (1989)
 BM0214
 BM0214                         *CURRENT SURVEY CONTROL
 BM0214  ___________________________________________________________________
 BM0214* NAD 83(1986)-  30 05 26.     (N)    096 12 45.     (W)     SCALED    
 BM0214* NAVD 88     -        58.40   (+/-2cm)     191.6    (feet)  VERTCON   
 BM0214  ___________________________________________________________________
 BM0214  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BM0214
 BM0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0214
 BM0214.The horizontal coordinates were scaled from a topographic map and have
 BM0214.an estimated accuracy of +/- 6 seconds.
 BM0214
 BM0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0214.The vertical order pertains to the NGVD 29 superseded value.
 BM0214
 BM0214.The geoid height was determined by GEOID03.
 BM0214
 BM0214;                    North         East    Units  Estimated Accuracy
 BM0214;SPC TX C     - 3,054,350.    1,097,150.      MT  (+/- 180 meters Scaled)
 BM0214
 BM0214                          SUPERSEDED SURVEY CONTROL
 BM0214
 BM0214  NGVD 29 (??/??/92)   58.373  (m)          191.51   (f) ADJ UNCH    2 0
 BM0214
 BM0214.Superseded values are not recommended for survey control.
 BM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0214.See file dsdata.txt to determine how the superseded data were derived.
 BM0214
 BM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU686320(NAD 83)
 BM0214_MARKER: DB = BENCH MARK DISK
 BM0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0214_STAMPING: X 1030 1954
 BM0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0214+STABILITY: SURFACE MOTION
 BM0214
 BM0214  HISTORY     - Date     Condition        Report By
 BM0214  HISTORY     - 1954     MONUMENTED       CGS
 BM0214  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0214
 BM0214                          STATION DESCRIPTION
 BM0214
 BM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0214'4.35 MI S FROM CHAPEL HILL.
 BM0214'0.65 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0214'STATION SIGN AT CHAPEL HILL, THENCE 3.7 MILES SOUTH ALONG FARM ROAD
 BM0214'1371, 40 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 0.1 MILE SOUTH
 BM0214'OF A SMALL GROCERY STORE, 1.4 FEET EAST OF A FENCE, 2.8 FEET SOUTH OF
 BM0214'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 BM0214'FOOT ABOVE THE GROUND.
 BM0214
 BM0214                          STATION RECOVERY (1994)
 BM0214
 BM0214'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1499 ***********************************************************************
 BL1499  DESIGNATION -  X 1031
 BL1499  PID         -  BL1499
 BL1499  STATE/COUNTY-  TX/GRIMES
 BL1499  USGS QUAD   -  STONEHAM (1961)
 BL1499
 BL1499                         *CURRENT SURVEY CONTROL
 BL1499  ___________________________________________________________________
 BL1499* NAD 83(1986)-  30 17 18.     (N)    095 58 20.     (W)     SCALED    
 BL1499* NAVD 88     -       105.77   (+/-2cm)     347.0    (feet)  VERTCON   
 BL1499  ___________________________________________________________________
 BL1499  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL1499
 BL1499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1499
 BL1499.The horizontal coordinates were scaled from a topographic map and have
 BL1499.an estimated accuracy of +/- 6 seconds.
 BL1499
 BL1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1499.The vertical order pertains to the NGVD 29 superseded value.
 BL1499
 BL1499.The geoid height was determined by GEOID03.
 BL1499
 BL1499;                    North         East    Units  Estimated Accuracy
 BL1499;SPC TX C     - 3,077,140.    1,119,440.      MT  (+/- 180 meters Scaled)
 BL1499
 BL1499                          SUPERSEDED SURVEY CONTROL
 BL1499
 BL1499  NGVD 29 (??/??/92)  105.750  (m)          346.95   (f) ADJ UNCH    2 0
 BL1499
 BL1499.Superseded values are not recommended for survey control.
 BL1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1499.See file dsdata.txt to determine how the superseded data were derived.
 BL1499
 BL1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP141544(NAD 83)
 BL1499_MARKER: DB = BENCH MARK DISK
 BL1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1499_STAMPING: X 1031 1954
 BL1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1499+STABILITY: SURFACE MOTION
 BL1499
 BL1499  HISTORY     - Date     Condition        Report By
 BL1499  HISTORY     - 1954     MONUMENTED       CGS
 BL1499  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1499
 BL1499                          STATION DESCRIPTION
 BL1499
 BL1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1499'11.8 MI S FROM NAVASOTA.
 BL1499'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1499'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1499'GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG FARM ROAD 245, 150 FEET
 BL1499'NORTHWEST OF THE CENTER LINE OF A ROAD LEADING EAST TO A SMALL CHURCH,
 BL1499'33 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 1.6 FEET EAST OF A
 BL1499'FENCE, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1499'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1499
 BL1499                          STATION RECOVERY (1994)
 BL1499
 BL1499'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1508 ***********************************************************************
 BL1508  DESIGNATION -  X 1032
 BL1508  PID         -  BL1508
 BL1508  STATE/COUNTY-  TX/GRIMES
 BL1508  USGS QUAD   -  STONEHAM (1961)
 BL1508
 BL1508                         *CURRENT SURVEY CONTROL
 BL1508  ___________________________________________________________________
 BL1508* NAD 83(1986)-  30 16 30.     (N)    095 59 35.     (W)     SCALED    
 BL1508* NAVD 88     -        77.83   (+/-2cm)     255.3    (feet)  VERTCON   
 BL1508  ___________________________________________________________________
 BL1508  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL1508
 BL1508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1508
 BL1508.The horizontal coordinates were scaled from a topographic map and have
 BL1508.an estimated accuracy of +/- 6 seconds.
 BL1508
 BL1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1508.The vertical order pertains to the NGVD 29 superseded value.
 BL1508
 BL1508.The geoid height was determined by GEOID03.
 BL1508
 BL1508;                    North         East    Units  Estimated Accuracy
 BL1508;SPC TX C     - 3,075,580.    1,117,500.      MT  (+/- 180 meters Scaled)
 BL1508
 BL1508                          SUPERSEDED SURVEY CONTROL
 BL1508
 BL1508  NGVD 29 (??/??/92)   77.807  (m)          255.27   (f) ADJ UNCH    2 0
 BL1508
 BL1508.Superseded values are not recommended for survey control.
 BL1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1508.See file dsdata.txt to determine how the superseded data were derived.
 BL1508
 BL1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP120530(NAD 83)
 BL1508_MARKER: DB = BENCH MARK DISK
 BL1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1508_STAMPING: X 1032 1954
 BL1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1508+STABILITY: SURFACE MOTION
 BL1508
 BL1508  HISTORY     - Date     Condition        Report By
 BL1508  HISTORY     - 1954     MONUMENTED       CGS
 BL1508  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1508
 BL1508                          STATION DESCRIPTION
 BL1508
 BL1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1508'4.9 MI E FROM COURTNEY.
 BL1508'2.0 MILES EAST ALONG FARM ROAD 2 FROM THE TEXAS AND NEW ORLEANS
 BL1508'RAILROAD STATION SIGN AT COURTNEY, THENCE 2.9 MILES EAST ALONG A SANDY
 BL1508'ROAD, 58 FEET NORTH OF THE CENTER LINE OF THE ROAD, 19 FEET WEST OF
 BL1508'THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 1.6 FEET EAST OF A
 BL1508'FENCE, 2.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1508'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1508
 BL1508                          STATION RECOVERY (1994)
 BL1508
 BL1508'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0199 ***********************************************************************
 AX0199  DESIGNATION -  X 1033
 AX0199  PID         -  AX0199
 AX0199  STATE/COUNTY-  TX/AUSTIN
 AX0199  USGS QUAD   -  BELLVILLE (1981)
 AX0199
 AX0199                         *CURRENT SURVEY CONTROL
 AX0199  ___________________________________________________________________
 AX0199* NAD 83(1986)-  29 57 54.     (N)    096 15 28.     (W)     SCALED    
 AX0199* NAVD 88     -        76.09   (+/-2cm)     249.6    (feet)  VERTCON   
 AX0199  ___________________________________________________________________
 AX0199  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0199
 AX0199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0199
 AX0199.The horizontal coordinates were scaled from a topographic map and have
 AX0199.an estimated accuracy of +/- 6 seconds.
 AX0199
 AX0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0199.The vertical order pertains to the NGVD 29 superseded value.
 AX0199
 AX0199.The geoid height was determined by GEOID03.
 AX0199
 AX0199;                    North         East    Units  Estimated Accuracy
 AX0199;SPC TXSC     - 4,239,350.      864,640.      MT  (+/- 180 meters Scaled)
 AX0199
 AX0199                          SUPERSEDED SURVEY CONTROL
 AX0199
 AX0199  NGVD 29 (??/??/92)   76.064  (m)          249.55   (f) ADJ UNCH    2 0
 AX0199
 AX0199.Superseded values are not recommended for survey control.
 AX0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0199.See file dsdata.txt to determine how the superseded data were derived.
 AX0199
 AX0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU646180(NAD 83)
 AX0199_MARKER: DB = BENCH MARK DISK
 AX0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0199_STAMPING: X 1033 1954
 AX0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0199+STABILITY: SURFACE MOTION
 AX0199
 AX0199  HISTORY     - Date     Condition        Report By
 AX0199  HISTORY     - 1954     MONUMENTED       CGS
 AX0199  HISTORY     - 1988     GOOD             USPSQD
 AX0199  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AX0199
 AX0199                          STATION DESCRIPTION
 AX0199
 AX0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0199'1.2 MI NW FROM BELLVILLE.
 AX0199'1.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AX0199'AT BELLVILLE, 13 FEET NORTHWEST OF THE 6TH POLE SOUTHEAST OF MILEPOST
 AX0199'109, 27.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 120 FEET NORTHWEST OF
 AX0199'THE CENTER OF A DIRT ROAD CROSSING, 3 FEET SOUTHEAST OF A WITNESS
 AX0199'POST, 4 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 AX0199'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AX0199
 AX0199                          STATION RECOVERY (1988)
 AX0199
 AX0199'RECOVERY NOTE BY US POWER SQUADRON 1988 (GPH)
 AX0199'RECOVERED IN GOOD CONDITION.
 AX0199
 AX0199                          STATION RECOVERY (1999)
 AX0199
 AX0199'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0196 ***********************************************************************
 DN0196  DESIGNATION -  X 1035
 DN0196  PID         -  DN0196
 DN0196  STATE/COUNTY-  TX/COLLIN
 DN0196  USGS QUAD   -  FARMERSVILLE (1962)
 DN0196
 DN0196                         *CURRENT SURVEY CONTROL
 DN0196  ___________________________________________________________________
 DN0196* NAD 83(1986)-  33 09 43.     (N)    096 19 25.     (W)     SCALED    
 DN0196* NAVD 88     -       197.230  (meters)     647.08   (feet)  ADJUSTED  
 DN0196  ___________________________________________________________________
 DN0196  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DN0196  DYNAMIC HT  -         197.015 (meters)     646.37  (feet)  COMP
 DN0196  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 DN0196
 DN0196  VERT ORDER  -  SECOND    CLASS 0
 DN0196
 DN0196.The horizontal coordinates were scaled from a topographic map and have
 DN0196.an estimated accuracy of +/- 6 seconds.
 DN0196
 DN0196.The orthometric height was determined by differential leveling
 DN0196.and adjusted by the National Geodetic Survey in June 1991..
 DN0196
 DN0196.The geoid height was determined by GEOID03.
 DN0196
 DN0196.The dynamic height is computed by dividing the NAVD 88
 DN0196.geopotential number by the normal gravity value computed on the
 DN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0196.degrees latitude (g = 980.6199 gals.).
 DN0196
 DN0196.The modeled gravity was interpolated from observed gravity values.
 DN0196
 DN0196;                    North         East    Units  Estimated Accuracy
 DN0196;SPC TXNC     - 2,167,910.      802,980.      MT  (+/- 180 meters Scaled)
 DN0196
 DN0196                          SUPERSEDED SURVEY CONTROL
 DN0196
 DN0196  NGVD 29 (??/??/92)  197.190  (m)          646.95   (f) ADJ UNCH    2 0
 DN0196
 DN0196.Superseded values are not recommended for survey control.
 DN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0196.See file dsdata.txt to determine how the superseded data were derived.
 DN0196
 DN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB495724(NAD 83)
 DN0196_MARKER: DB = BENCH MARK DISK
 DN0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0196_STAMPING: X 1035 1954
 DN0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0196+STABILITY: SURFACE MOTION
 DN0196
 DN0196  HISTORY     - Date     Condition        Report By
 DN0196  HISTORY     - 1954     MONUMENTED       CGS
 DN0196  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0196  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0196
 DN0196                          STATION DESCRIPTION
 DN0196
 DN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0196'2.1 MI E FROM FARMERSVILLE.
 DN0196'2.1 MILES EAST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0196'THE STATION AT FARMERSVILLE, 3 FEET WEST OF THE 3RD POLE WEST OF
 DN0196'MILEPOST 183, 1 POLE EAST OF A CONCRETE CROSSING SIGN, 22.6 FEET NORTH
 DN0196'OF THE NORTH RAIL, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 DN0196'A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 DN0196
 DN0196                          STATION RECOVERY (1994)
 DN0196
 DN0196'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0196'MARK NOT FOUND.
 DN0196
 DN0196                          STATION RECOVERY (2005)
 DN0196
 DN0196'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1763 ***********************************************************************
 BK1763  DESIGNATION -  X 1036
 BK1763  PID         -  BK1763
 BK1763  STATE/COUNTY-  TX/ORANGE
 BK1763  USGS QUAD   -  ORANGEFIELD (1974)
 BK1763
 BK1763                         *CURRENT SURVEY CONTROL
 BK1763  ___________________________________________________________________
 BK1763* NAD 83(1986)-  30 05 29.     (N)    093 47 45.     (W)     SCALED    
 BK1763* NAVD 88     -         5.17   (+/-2cm)      17.0    (feet)  VERTCON   
 BK1763  ___________________________________________________________________
 BK1763  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK1763
 BK1763  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1763
 BK1763.The horizontal coordinates were scaled from a topographic map and have
 BK1763.an estimated accuracy of +/- 6 seconds.
 BK1763
 BK1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1763.The vertical order pertains to the NGVD 29 superseded value.
 BK1763
 BK1763.The geoid height was determined by GEOID03.
 BK1763
 BK1763;                    North         East    Units  Estimated Accuracy
 BK1763;SPC TX C     - 3,065,600.    1,329,840.      MT  (+/- 180 meters Scaled)
 BK1763
 BK1763                          SUPERSEDED SURVEY CONTROL
 BK1763
 BK1763  NGVD 29 (??/??/??)    5.122  (m)           16.80   (f) ADJUSTED    1 1
 BK1763
 BK1763.Superseded values are not recommended for survey control.
 BK1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1763.See file dsdata.txt to determine how the superseded data were derived.
 BK1763
 BK1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP233291(NAD 83)
 BK1763_MARKER: DB = BENCH MARK DISK
 BK1763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1763_SP_SET: CULVERT
 BK1763_STAMPING: X 1036 1955
 BK1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1763
 BK1763  HISTORY     - Date     Condition        Report By
 BK1763  HISTORY     - 1955     MONUMENTED       CGS
 BK1763  HISTORY     - 1972     GOOD             NGS
 BK1763  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1763  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1763  HISTORY     - 19960427 GOOD             USPSQD
 BK1763  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1763  HISTORY     - 20020727 POOR             USPSQD
 BK1763
 BK1763                          STATION DESCRIPTION
 BK1763
 BK1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1763'3.35 MI W FROM ORANGE.
 BK1763'ABOUT 3.35 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1763'STATION AT ORANGE, 0.1 MILE EAST OF FOUR ROWS OF POWER POLES CROSSING
 BK1763'THE TRACK 41 FEET EAST OF MILE POST 260, 32.2 FEET SOUTH OF THE SOUTH
 BK1763'RAIL, 6 FEET SOUTH OF A FENCE, ABOUT 3.5 FEET ABOVE THE RAILS, SET IN
 BK1763'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 9 FOOT
 BK1763'CULVERT OVER A IRRIGATION DITCH.
 BK1763
 BK1763                          STATION RECOVERY (1986)
 BK1763
 BK1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1763'THE HOLE WAS FOUND IN HEADWALL BUT THE DISK HAD BEEN REMOVED.
 BK1763
 BK1763                          STATION RECOVERY (1988)
 BK1763
 BK1763'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1763'MARK NOT FOUND.
 BK1763
 BK1763                          STATION RECOVERY (1996)
 BK1763
 BK1763'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1763'RECOVERED IN GOOD CONDITION.
 BK1763
 BK1763                          STATION RECOVERY (2002)
 BK1763
 BK1763'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1763'METAL MARKER STUD AND MARKER IMPRESSION REMAIN IN THE CONCRETE
 BK1763'HEADWALL, HOWEVER THE MARKER DISC HAS BEEN REMOVED.
 BK1763
 BK1763                          STATION RECOVERY (2002)
 BK1763
 BK1763'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK1763'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0219 ***********************************************************************
 EO0219  DESIGNATION -  X 1037
 EO0219  PID         -  EO0219
 EO0219  STATE/COUNTY-  TX/PARMER
 EO0219  USGS QUAD   -  BOVINA (1980)
 EO0219
 EO0219                         *CURRENT SURVEY CONTROL
 EO0219  ___________________________________________________________________
 EO0219* NAD 83(1986)-  34 31 12.     (N)    102 53 24.     (W)     SCALED    
 EO0219* NAVD 88     -      1241.091  (meters)    4071.81   (feet)  ADJUSTED  
 EO0219  ___________________________________________________________________
 EO0219  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 EO0219  DYNAMIC HT  -        1239.477 (meters)    4066.52  (feet)  COMP
 EO0219  MODELED GRAV-     979,292.2   (mgal)                       NAVD 88
 EO0219
 EO0219  VERT ORDER  -  FIRST     CLASS II
 EO0219
 EO0219.The horizontal coordinates were scaled from a topographic map and have
 EO0219.an estimated accuracy of +/- 6 seconds.
 EO0219
 EO0219.The orthometric height was determined by differential leveling
 EO0219.and adjusted by the National Geodetic Survey in June 1991..
 EO0219
 EO0219.The geoid height was determined by GEOID03.
 EO0219
 EO0219.The dynamic height is computed by dividing the NAVD 88
 EO0219.geopotential number by the normal gravity value computed on the
 EO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0219.degrees latitude (g = 980.6199 gals.).
 EO0219
 EO0219.The modeled gravity was interpolated from observed gravity values.
 EO0219
 EO0219;                    North         East    Units  Estimated Accuracy
 EO0219;SPC TX N     - 1,058,590.       72,370.      MT  (+/- 180 meters Scaled)
 EO0219
 EO0219                          SUPERSEDED SURVEY CONTROL
 EO0219
 EO0219  NGVD 29 (??/??/92) 1240.543  (m)         4070.01   (f) ADJ UNCH    1 2
 EO0219
 EO0219.Superseded values are not recommended for survey control.
 EO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0219.See file dsdata.txt to determine how the superseded data were derived.
 EO0219
 EO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU936218(NAD 83)
 EO0219_MARKER: DB = BENCH MARK DISK
 EO0219_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EO0219_STAMPING: X 1037 1958
 EO0219_MARK LOGO: CGS   
 EO0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0219+STABILITY: POSITION/ELEVATION WELL
 EO0219
 EO0219  HISTORY     - Date     Condition        Report By
 EO0219  HISTORY     - 1958     MONUMENTED       CGS
 EO0219  HISTORY     - 1984     GOOD             NGS
 EO0219
 EO0219                          STATION DESCRIPTION
 EO0219
 EO0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0219'IN BOVINA.
 EO0219'AT BOVINA, 0.25 MILE EAST OF THE PANHANDLE AND SANTA FE RAILWAY
 EO0219'STATION, AT THE SOUTH CORNER OF THE INTERSECTION OF THIRD AND NORTH H
 EO0219'STREETS, SET VERTICALLY IN THE NORTHWEST FACE OF THE FIRST NATIONAL
 EO0219'BANK BUILDING, 2 1/2 FEET SOUTHWEST OF THE NORTH CORNER, AND 2 1/2
 EO0219'FEET ABOVE THE LEVEL OF THE SIDEWALK.
 EO0219
 EO0219                          STATION RECOVERY (1984)
 EO0219
 EO0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0219'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE=SET
 EO0219'VERTICALLY IN THE NORTHWEST FACE OF THE FIRST NATIONAL BANK BUILDING.
 EO0219'ADD=SET VERTICALLY IN THE NORTHWEST FACE OF THE BOVINA BLADE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0194 ***********************************************************************
 EO0194  DESIGNATION -  X 1038
 EO0194  PID         -  EO0194
 EO0194  STATE/COUNTY-  TX/PARMER
 EO0194  USGS QUAD   -  FRIONA (1980)
 EO0194
 EO0194                         *CURRENT SURVEY CONTROL
 EO0194  ___________________________________________________________________
 EO0194* NAD 83(1986)-  34 39 54.     (N)    102 38 33.     (W)     SCALED    
 EO0194* NAVD 88     -      1218.030  (meters)    3996.15   (feet)  ADJUSTED  
 EO0194  ___________________________________________________________________
 EO0194  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 EO0194  DYNAMIC HT  -        1216.464 (meters)    3991.02  (feet)  COMP
 EO0194  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 EO0194
 EO0194  VERT ORDER  -  FIRST     CLASS II
 EO0194
 EO0194.The horizontal coordinates were scaled from a topographic map and have
 EO0194.an estimated accuracy of +/- 6 seconds.
 EO0194
 EO0194.The orthometric height was determined by differential leveling
 EO0194.and adjusted by the National Geodetic Survey in June 1991..
 EO0194
 EO0194.The geoid height was determined by GEOID03.
 EO0194
 EO0194.The dynamic height is computed by dividing the NAVD 88
 EO0194.geopotential number by the normal gravity value computed on the
 EO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0194.degrees latitude (g = 980.6199 gals.).
 EO0194
 EO0194.The modeled gravity was interpolated from observed gravity values.
 EO0194
 EO0194;                    North         East    Units  Estimated Accuracy
 EO0194;SPC TX N     - 1,074,380.       95,280.      MT  (+/- 180 meters Scaled)
 EO0194
 EO0194                          SUPERSEDED SURVEY CONTROL
 EO0194
 EO0194.No superseded survey control is available for this station.
 EO0194
 EO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU160384(NAD 83)
 EO0194_MARKER: DB = BENCH MARK DISK
 EO0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0194_STAMPING: X 1038 1958
 EO0194_MARK LOGO: CGS   
 EO0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0194+STABILITY: SURFACE MOTION
 EO0194
 EO0194  HISTORY     - Date     Condition        Report By
 EO0194  HISTORY     - 1958     MONUMENTED       CGS
 EO0194  HISTORY     - 1984     GOOD             NGS
 EO0194
 EO0194                          STATION DESCRIPTION
 EO0194
 EO0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0194'2.3 MI SW FROM BLACK.
 EO0194'ABOUT 2.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0194'FROM THE STATION AT BLACK, 74 1/2 FEET NORTH OF MILE POST 617, 35 FEET
 EO0194'NORTHWEST OF THE NEAR RAIL, 66 FEET SOUTHEAST OF THE CENTER LINE OF U.
 EO0194'S. HIGHWAY 60, 21 FEET NORTHWEST OF THE NEAR END OF A SECTION CAR
 EO0194'SETOFF, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW
 EO0194'THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 EO0194'POST PROJECTING 6 INCHES.  NOTE-- THIS MARK IS 1.0 MILE NORTHEAST OF
 EO0194'BENCH MARK W 20.
 EO0194
 EO0194                          STATION RECOVERY (1984)
 EO0194
 EO0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0194'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.6 KM (4.7 MI)
 EO0194'NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EO0194'THE STATION IN FRIONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0042 ***********************************************************************
 EO0042  DESIGNATION -  X 1039
 EO0042  PID         -  EO0042
 EO0042  STATE/COUNTY-  TX/DEAF SMITH
 EO0042  USGS QUAD   -  HEREFORD SE (1971)
 EO0042
 EO0042                         *CURRENT SURVEY CONTROL
 EO0042  ___________________________________________________________________
 EO0042* NAD 83(1986)-  34 49 33.     (N)    102 22 26.     (W)     SCALED    
 EO0042* NAVD 88     -      1160.158  (meters)    3806.28   (feet)  ADJUSTED  
 EO0042  ___________________________________________________________________
 EO0042  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 EO0042  DYNAMIC HT  -        1158.695 (meters)    3801.49  (feet)  COMP
 EO0042  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 EO0042
 EO0042  VERT ORDER  -  FIRST     CLASS II
 EO0042
 EO0042.The horizontal coordinates were scaled from a topographic map and have
 EO0042.an estimated accuracy of +/- 6 seconds.
 EO0042
 EO0042.The orthometric height was determined by differential leveling
 EO0042.and adjusted by the National Geodetic Survey in June 1991..
 EO0042
 EO0042.The geoid height was determined by GEOID03.
 EO0042
 EO0042.The dynamic height is computed by dividing the NAVD 88
 EO0042.geopotential number by the normal gravity value computed on the
 EO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0042.degrees latitude (g = 980.6199 gals.).
 EO0042
 EO0042.The modeled gravity was interpolated from observed gravity values.
 EO0042
 EO0042;                    North         East    Units  Estimated Accuracy
 EO0042;SPC TX N     - 1,091,970.      120,060.      MT  (+/- 180 meters Scaled)
 EO0042
 EO0042                          SUPERSEDED SURVEY CONTROL
 EO0042
 EO0042  NGVD 29 (??/??/92) 1159.655  (m)         3804.63   (f) ADJ UNCH    1 2
 EO0042
 EO0042.Superseded values are not recommended for survey control.
 EO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0042.See file dsdata.txt to determine how the superseded data were derived.
 EO0042
 EO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU401568(NAD 83)
 EO0042_MARKER: DB = BENCH MARK DISK
 EO0042_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EO0042_SP_SET: 24 FEET
 EO0042_STAMPING: X 1039 1958
 EO0042_MARK LOGO: CGS   
 EO0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0042
 EO0042  HISTORY     - Date     Condition        Report By
 EO0042  HISTORY     - 1958     MONUMENTED       CGS
 EO0042  HISTORY     - 1984     GOOD             NGS
 EO0042
 EO0042                          STATION DESCRIPTION
 EO0042
 EO0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0042'1.5 MI NE FROM HEREFORD.
 EO0042'ABOUT 1.5 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0042'FROM THE STATION AT HEREFORD, 66 1/2 FEET EAST-SOUTHEAST OF MILE POST
 EO0042'598, 81 FEET SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, 11 FEET
 EO0042'NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A METAL WITNESS
 EO0042'POST, ABOUT 3 FEET BELOW THE TRACK, AND ON THE TOP OF A 5/8-INCH
 EO0042'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED
 EO0042'IN A 6-INCH TILE PROJECTING 8 INCHES.
 EO0042
 EO0042                          STATION RECOVERY (1984)
 EO0042
 EO0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0162 ***********************************************************************
 BO0162  DESIGNATION -  X 104
 BO0162  PID         -  BO0162
 BO0162  STATE/COUNTY-  TX/CROCKETT
 BO0162  USGS QUAD   -  OZONA (1979)
 BO0162
 BO0162                         *CURRENT SURVEY CONTROL
 BO0162  ___________________________________________________________________
 BO0162* NAD 83(1986)-  30 42 03.     (N)    101 13 40.     (W)     SCALED    
 BO0162* NAVD 88     -       724.896  (meters)    2378.26   (feet)  ADJUSTED  
 BO0162  ___________________________________________________________________
 BO0162  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 BO0162  DYNAMIC HT  -         723.828 (meters)    2374.76  (feet)  COMP
 BO0162  MODELED GRAV-     979,143.9   (mgal)                       NAVD 88
 BO0162
 BO0162  VERT ORDER  -  FIRST     CLASS II
 BO0162
 BO0162.The horizontal coordinates were scaled from a topographic map and have
 BO0162.an estimated accuracy of +/- 6 seconds.
 BO0162
 BO0162.The orthometric height was determined by differential leveling
 BO0162.and adjusted by the National Geodetic Survey in June 1991..
 BO0162
 BO0162.The geoid height was determined by GEOID03.
 BO0162
 BO0162.The dynamic height is computed by dividing the NAVD 88
 BO0162.geopotential number by the normal gravity value computed on the
 BO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0162.degrees latitude (g = 980.6199 gals.).
 BO0162
 BO0162.The modeled gravity was interpolated from observed gravity values.
 BO0162
 BO0162;                    North         East    Units  Estimated Accuracy
 BO0162;SPC TX C     - 3,114,990.      614,320.      MT  (+/- 180 meters Scaled)
 BO0162
 BO0162                          SUPERSEDED SURVEY CONTROL
 BO0162
 BO0162  NGVD 29 (??/??/92)  724.680  (m)         2377.55   (f) ADJ UNCH    1 2
 BO0162
 BO0162.Superseded values are not recommended for survey control.
 BO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0162.See file dsdata.txt to determine how the superseded data were derived.
 BO0162
 BO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU866985(NAD 83)
 BO0162_MARKER: DB = BENCH MARK DISK
 BO0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0162_SP_SET: BRIDGE
 BO0162_STAMPING: X 104 1933 2377.554
 BO0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0162
 BO0162  HISTORY     - Date     Condition        Report By
 BO0162  HISTORY     - 1933     MONUMENTED       CGS
 BO0162  HISTORY     - 1958     GOOD             NGS
 BO0162  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0162
 BO0162                          STATION DESCRIPTION
 BO0162
 BO0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0162'2.0 MI W FROM OZONA.
 BO0162'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0162'OZONA, IN THE TOP OF BEDROCK SURROUNDED BY A CIRCLE OF LOOSE ROCK, 64
 BO0162'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.3 MILE WEST OF A
 BO0162'CONCRETE BRIDGE AND AT THE CREST OF A SMALL HILL, AND ABOUT 1 FOOT
 BO0162'ABOVE THE LEVEL OF THE HIGHWAY.
 BO0162
 BO0162                          STATION RECOVERY (1967)
 BO0162
 BO0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0038 ***********************************************************************
 EO0038  DESIGNATION -  X 1040
 EO0038  PID         -  EO0038
 EO0038  STATE/COUNTY-  TX/DEAF SMITH
 EO0038  USGS QUAD   -  HEREFORD SE (1971)
 EO0038
 EO0038                         *CURRENT SURVEY CONTROL
 EO0038  ___________________________________________________________________
 EO0038* NAD 83(1986)-  34 51 23.     (N)    102 19 33.     (W)     SCALED    
 EO0038* NAVD 88     -      1153.208  (meters)    3783.48   (feet)  ADJUSTED  
 EO0038  ___________________________________________________________________
 EO0038  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 EO0038  DYNAMIC HT  -        1151.758 (meters)    3778.73  (feet)  COMP
 EO0038  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 EO0038
 EO0038  VERT ORDER  -  FIRST     CLASS II
 EO0038
 EO0038.This mark is at Hereford Muni (HRX) Airport (HRX)
 EO0038
 EO0038.The horizontal coordinates were scaled from a topographic map and have
 EO0038.an estimated accuracy of +/- 6 seconds.
 EO0038
 EO0038.The orthometric height was determined by differential leveling
 EO0038.and adjusted by the National Geodetic Survey in June 1991..
 EO0038
 EO0038.The geoid height was determined by GEOID03.
 EO0038
 EO0038.The dynamic height is computed by dividing the NAVD 88
 EO0038.geopotential number by the normal gravity value computed on the
 EO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0038.degrees latitude (g = 980.6199 gals.).
 EO0038
 EO0038.The modeled gravity was interpolated from observed gravity values.
 EO0038
 EO0038;                    North         East    Units  Estimated Accuracy
 EO0038;SPC TX N     - 1,095,320.      124,480.      MT  (+/- 180 meters Scaled)
 EO0038
 EO0038                          SUPERSEDED SURVEY CONTROL
 EO0038
 EO0038  NGVD 29 (??/??/92) 1152.686  (m)         3781.77   (f) ADJ UNCH    1 2
 EO0038
 EO0038.Superseded values are not recommended for survey control.
 EO0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0038.See file dsdata.txt to determine how the superseded data were derived.
 EO0038
 EO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU444603(NAD 83)
 EO0038_MARKER: DB = BENCH MARK DISK
 EO0038_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EO0038+WITH SETTING: PAVEMENT
 EO0038_STAMPING: X 1040 1958
 EO0038_MARK LOGO: CGS   
 EO0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0038+STABILITY: SURFACE MOTION
 EO0038
 EO0038  HISTORY     - Date     Condition        Report By
 EO0038  HISTORY     - 1958     MONUMENTED       CGS
 EO0038  HISTORY     - 1984     GOOD             NGS
 EO0038
 EO0038                          STATION DESCRIPTION
 EO0038
 EO0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0038'5.3 MI NE FROM HEREFORD.
 EO0038'ABOUT 5.0 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0038'FROM THE STATION AT HEREFORD, THENCE ABOUT 0.3 MILES NORTHWEST ALONG
 EO0038'THE ROAD LEADING TO THE HEREFORD MUNICIPAL AIRPORT, ABOUT 0.15 MILE
 EO0038'SOUTHWEST OF THE SOUTHWESTERLY ONE OF TWO HANGARS, 17 FEET NORTHWEST
 EO0038'OF THE MOST NORTHERLY ONE OF TWO GAS PUMPS, AT THE EAST CORNER OF THE
 EO0038'CONCRETE APRON IN THE FRONT OF THE PROPOSED ADMINISTRATION BUILDING,
 EO0038'AND LEVEL WITH THE CONCRETE APRON.
 EO0038
 EO0038                          STATION RECOVERY (1984)
 EO0038
 EO0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0250 ***********************************************************************
 DM0250  DESIGNATION -  X 1041
 DM0250  PID         -  DM0250
 DM0250  STATE/COUNTY-  TX/MORRIS
 DM0250  USGS QUAD   -  DAINGERFIELD (1980)
 DM0250
 DM0250                         *CURRENT SURVEY CONTROL
 DM0250  ___________________________________________________________________
 DM0250* NAD 83(1986)-  33 02 09.     (N)    094 43 18.     (W)     SCALED    
 DM0250* NAVD 88     -       122.610  (meters)     402.26   (feet)  ADJUSTED  
 DM0250  ___________________________________________________________________
 DM0250  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0250  DYNAMIC HT  -         122.474 (meters)     401.82  (feet)  COMP
 DM0250  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 DM0250
 DM0250  VERT ORDER  -  FIRST     CLASS II
 DM0250
 DM0250.The horizontal coordinates were scaled from a topographic map and have
 DM0250.an estimated accuracy of +/- 6 seconds.
 DM0250
 DM0250.The orthometric height was determined by differential leveling
 DM0250.and adjusted by the National Geodetic Survey in June 1991..
 DM0250
 DM0250.The geoid height was determined by GEOID03.
 DM0250
 DM0250.The dynamic height is computed by dividing the NAVD 88
 DM0250.geopotential number by the normal gravity value computed on the
 DM0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0250.degrees latitude (g = 980.6199 gals.).
 DM0250
 DM0250.The modeled gravity was interpolated from observed gravity values.
 DM0250
 DM0250;                    North         East    Units  Estimated Accuracy
 DM0250;SPC TXNC     - 2,158,170.      952,830.      MT  (+/- 180 meters Scaled)
 DM0250
 DM0250                          SUPERSEDED SURVEY CONTROL
 DM0250
 DM0250  NGVD 29 (??/??/92)  122.640  (m)          402.36   (f) ADJ UNCH    1 2
 DM0250
 DM0250.Superseded values are not recommended for survey control.
 DM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0250.See file dsdata.txt to determine how the superseded data were derived.
 DM0250
 DM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS392565(NAD 83)
 DM0250_MARKER: DB = BENCH MARK DISK
 DM0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0250_STAMPING: X 1041 1954
 DM0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0250+STABILITY: SURFACE MOTION
 DM0250
 DM0250  HISTORY     - Date     Condition        Report By
 DM0250  HISTORY     - 1954     MONUMENTED       CGS
 DM0250  HISTORY     - 1964     GOOD             NGS
 DM0250
 DM0250                          STATION DESCRIPTION
 DM0250
 DM0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0250'0.25 MI N FROM DRINGERFIELD.
 DM0250'0.25 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE COURTHOUSE AT
 DM0250'DRINGERFIELD, 53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET
 DM0250'EAST OF THE NORTHWEST CORNER OF A CEMETERY, 2 FEET SOUTH OF A FENCE,
 DM0250'2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DM0250'WHICH IS FLUSH WITH THE GROUND.
 DM0250
 DM0250                          STATION RECOVERY (1964)
 DM0250
 DM0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0235 ***********************************************************************
 CR0235  DESIGNATION -  X 1042
 CR0235  PID         -  CR0235
 CR0235  STATE/COUNTY-  TX/MARION
 CR0235  USGS QUAD   -  LASSATER (1961)
 CR0235
 CR0235                         *CURRENT SURVEY CONTROL
 CR0235  ___________________________________________________________________
 CR0235* NAD 83(1986)-  32 49 55.     (N)    094 30 05.     (W)     SCALED    
 CR0235* NAVD 88     -       100.624  (meters)     330.13   (feet)  ADJUSTED  
 CR0235  ___________________________________________________________________
 CR0235  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CR0235  DYNAMIC HT  -         100.511 (meters)     329.76  (feet)  COMP
 CR0235  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 CR0235
 CR0235  VERT ORDER  -  FIRST     CLASS II
 CR0235
 CR0235.The horizontal coordinates were scaled from a topographic map and have
 CR0235.an estimated accuracy of +/- 6 seconds.
 CR0235
 CR0235.The orthometric height was determined by differential leveling
 CR0235.and adjusted by the National Geodetic Survey in June 1991..
 CR0235
 CR0235.The geoid height was determined by GEOID03.
 CR0235
 CR0235.The dynamic height is computed by dividing the NAVD 88
 CR0235.geopotential number by the normal gravity value computed on the
 CR0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0235.degrees latitude (g = 980.6199 gals.).
 CR0235
 CR0235.The modeled gravity was interpolated from observed gravity values.
 CR0235
 CR0235;                    North         East    Units  Estimated Accuracy
 CR0235;SPC TXNC     - 2,136,340.      974,260.      MT  (+/- 180 meters Scaled)
 CR0235
 CR0235                          SUPERSEDED SURVEY CONTROL
 CR0235
 CR0235  NGVD 29 (??/??/92)  100.673  (m)          330.29   (f) ADJ UNCH    1 2
 CR0235
 CR0235.Superseded values are not recommended for survey control.
 CR0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0235.See file dsdata.txt to determine how the superseded data were derived.
 CR0235
 CR0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS594336(NAD 83)
 CR0235_MARKER: DB = BENCH MARK DISK
 CR0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0235_STAMPING: X 1042 1954
 CR0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0235+STABILITY: SURFACE MOTION
 CR0235
 CR0235  HISTORY     - Date     Condition        Report By
 CR0235  HISTORY     - 1954     MONUMENTED       CGS
 CR0235
 CR0235                          STATION DESCRIPTION
 CR0235
 CR0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0235'6.6 MI SE FROM AVINGER.
 CR0235'6.6 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0235'STATION AT AVINGER, 3 POLES SOUTHEAST OF MILEPOST T - 61, 45 FEET
 CR0235'NORTH OF THE CENTER OF A ROAD CROSSING, 25 FEET NORTHEAST OF THE
 CR0235'NORTHEAST RAIL OF THE MAIN TRACK, 49.5 FEET SOUTHEAST OF THE STATION
 CR0235'SIGN AT LASSATER, 3.3 FEET NORTH OF THE NORTH CORNER OF A SMALL PHONE
 CR0235'BOOTH, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CR0235'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1156 ***********************************************************************
 FL1156  DESIGNATION -  X 1043
 FL1156  PID         -  FL1156
 FL1156  STATE/COUNTY-  TX/POTTER
 FL1156  USGS QUAD   -  PULLMAN (1973)
 FL1156
 FL1156                         *CURRENT SURVEY CONTROL
 FL1156  ___________________________________________________________________
 FL1156* NAD 83(1986)-  35 13 03.     (N)    101 42 11.     (W)     SCALED    
 FL1156* NAVD 88     -      1099.517  (meters)    3607.33   (feet)  ADJUSTED  
 FL1156  ___________________________________________________________________
 FL1156  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL1156  DYNAMIC HT  -        1098.211 (meters)    3603.05  (feet)  COMP
 FL1156  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 FL1156
 FL1156  VERT ORDER  -  FIRST     CLASS II
 FL1156
 FL1156.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1156
 FL1156.The horizontal coordinates were scaled from a topographic map and have
 FL1156.an estimated accuracy of +/- 6 seconds.
 FL1156
 FL1156.The orthometric height was determined by differential leveling
 FL1156.and adjusted by the National Geodetic Survey in June 1991..
 FL1156
 FL1156.The geoid height was determined by GEOID03.
 FL1156
 FL1156.The dynamic height is computed by dividing the NAVD 88
 FL1156.geopotential number by the normal gravity value computed on the
 FL1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1156.degrees latitude (g = 980.6199 gals.).
 FL1156
 FL1156.The modeled gravity was interpolated from observed gravity values.
 FL1156
 FL1156;                    North         East    Units  Estimated Accuracy
 FL1156;SPC TX N     - 1,135,080.      181,510.      MT  (+/- 180 meters Scaled)
 FL1156
 FL1156                          SUPERSEDED SURVEY CONTROL
 FL1156
 FL1156  NGVD 29 (??/??/92) 1099.015  (m)         3605.68   (f) ADJ UNCH    1 2
 FL1156
 FL1156.Superseded values are not recommended for survey control.
 FL1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1156.See file dsdata.txt to determine how the superseded data were derived.
 FL1156
 FL1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE539005(NAD 83)
 FL1156_MARKER: DB = BENCH MARK DISK
 FL1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1156_STAMPING: X 1043 1957
 FL1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1156+STABILITY: SURFACE MOTION
 FL1156
 FL1156  HISTORY     - Date     Condition        Report By
 FL1156  HISTORY     - 1957     MONUMENTED       CGS
 FL1156  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1156
 FL1156                          STATION DESCRIPTION
 FL1156
 FL1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FL1156'9 MI NE FROM AMARILLO.
 FL1156'ABOUT 9 MILES NORTHEAST OF AMARILLO, AT AMARILLO AIR FORCE BASE, 5390
 FL1156'FEET SOUTHWEST OF THE NORTHEAST END OF A PROPOSED RUNWAY, 2638 FEET
 FL1156'SOUTHEAST OF THE CENTER LINE OF A PROPOSED RUNWAY, 742 FEET SOUTHEAST
 FL1156'OF THE SOUTH CORNER OF AN OPERATIONAL APRON, AT RUNWAY STATION 81 +
 FL1156'10, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL1156'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 FL1156
 FL1156                          STATION RECOVERY (1984)
 FL1156
 FL1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0022 ***********************************************************************
 CT0022  DESIGNATION -  X 1048
 CT0022  PID         -  CT0022
 CT0022  STATE/COUNTY-  TX/PALO PINTO
 CT0022  USGS QUAD   -  SANTO (1984)
 CT0022
 CT0022                         *CURRENT SURVEY CONTROL
 CT0022  ___________________________________________________________________
 CT0022* NAD 83(1986)-  32 36 43.     (N)    098 12 02.     (W)     SCALED    
 CT0022* NAVD 88     -       245.862  (meters)     806.63   (feet)  ADJUSTED  
 CT0022  ___________________________________________________________________
 CT0022  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CT0022  DYNAMIC HT  -         245.558 (meters)     805.63  (feet)  COMP
 CT0022  MODELED GRAV-     979,399.4   (mgal)                       NAVD 88
 CT0022
 CT0022  VERT ORDER  -  FIRST     CLASS II
 CT0022
 CT0022.The horizontal coordinates were scaled from a topographic map and have
 CT0022.an estimated accuracy of +/- 6 seconds.
 CT0022
 CT0022.The orthometric height was determined by differential leveling
 CT0022.and adjusted by the National Geodetic Survey in June 1991..
 CT0022
 CT0022.The geoid height was determined by GEOID03.
 CT0022
 CT0022.The dynamic height is computed by dividing the NAVD 88
 CT0022.geopotential number by the normal gravity value computed on the
 CT0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0022.degrees latitude (g = 980.6199 gals.).
 CT0022
 CT0022.The modeled gravity was interpolated from observed gravity values.
 CT0022
 CT0022;                    North         East    Units  Estimated Accuracy
 CT0022;SPC TXNC     - 2,104,860.      628,100.      MT  (+/- 180 meters Scaled)
 CT0022
 CT0022                          SUPERSEDED SURVEY CONTROL
 CT0022
 CT0022  NGVD 29 (??/??/92)  245.775  (m)          806.35   (f) ADJ UNCH    1 2
 CT0022
 CT0022.Superseded values are not recommended for survey control.
 CT0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0022.See file dsdata.txt to determine how the superseded data were derived.
 CT0022
 CT0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB750085(NAD 83)
 CT0022_MARKER: DB = BENCH MARK DISK
 CT0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0022_SP_SET: CULVERT
 CT0022_STAMPING: X 1048 1955
 CT0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0022
 CT0022  HISTORY     - Date     Condition        Report By
 CT0022  HISTORY     - 1955     MONUMENTED       CGS
 CT0022  HISTORY     - 19980627 GOOD             USPSQD
 CT0022  HISTORY     - 20040327 GOOD             USPSQD
 CT0022
 CT0022                          STATION DESCRIPTION
 CT0022
 CT0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0022'1.1 MI NE FROM SANTO.
 CT0022'1.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0022'STATION AT SANTO, 0.3 MILE NORTHEAST OF THE NORTHEAST END OF A BRIDGE
 CT0022'OVER BIG SUNDAY CREEK, 145 FEET EAST OF THE EAST CORNER OF A CEMETERY,
 CT0022'76 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 10 FEET SOUTHEAST OF
 CT0022'THE SOUTHEAST RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 CT0022'OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 CT0022
 CT0022                          STATION RECOVERY (1998)
 CT0022
 CT0022'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0022'RECOVERED IN GOOD CONDITION.
 CT0022
 CT0022                          STATION RECOVERY (2004)
 CT0022
 CT0022'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0164 ***********************************************************************
 CT0164  DESIGNATION -  X 1049
 CT0164  PID         -  CT0164
 CT0164  STATE/COUNTY-  TX/EASTLAND
 CT0164  USGS QUAD   -  RANGER (1987)
 CT0164
 CT0164                         *CURRENT SURVEY CONTROL
 CT0164  ___________________________________________________________________
 CT0164* NAD 83(1986)-  32 27 21.     (N)    098 41 15.     (W)     SCALED    
 CT0164* NAVD 88     -       448.649  (meters)    1471.94   (feet)  ADJUSTED  
 CT0164  ___________________________________________________________________
 CT0164  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CT0164  DYNAMIC HT  -         448.074 (meters)    1470.06  (feet)  COMP
 CT0164  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 CT0164
 CT0164  VERT ORDER  -  FIRST     CLASS II
 CT0164
 CT0164.The horizontal coordinates were scaled from a topographic map and have
 CT0164.an estimated accuracy of +/- 6 seconds.
 CT0164
 CT0164.The orthometric height was determined by differential leveling
 CT0164.and adjusted by the National Geodetic Survey in June 1991..
 CT0164
 CT0164.The geoid height was determined by GEOID03.
 CT0164
 CT0164.The dynamic height is computed by dividing the NAVD 88
 CT0164.geopotential number by the normal gravity value computed on the
 CT0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0164.degrees latitude (g = 980.6199 gals.).
 CT0164
 CT0164.The modeled gravity was interpolated from observed gravity values.
 CT0164
 CT0164;                    North         East    Units  Estimated Accuracy
 CT0164;SPC TXNC     - 2,087,530.      582,370.      MT  (+/- 180 meters Scaled)
 CT0164
 CT0164                          SUPERSEDED SURVEY CONTROL
 CT0164
 CT0164  NGVD 29 (??/??/92)  448.507  (m)         1471.48   (f) ADJ UNCH    1 2
 CT0164
 CT0164.Superseded values are not recommended for survey control.
 CT0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0164.See file dsdata.txt to determine how the superseded data were derived.
 CT0164
 CT0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA293910(NAD 83)
 CT0164_MARKER: DB = BENCH MARK DISK
 CT0164_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0164_SP_SET: 20 FEET
 CT0164_STAMPING: X 1049 1956
 CT0164_MARK LOGO: CGS   
 CT0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0164
 CT0164  HISTORY     - Date     Condition        Report By
 CT0164  HISTORY     - 1956     MONUMENTED       CGS
 CT0164  HISTORY     - 1983     GOOD             NGS
 CT0164  HISTORY     - 20020316 POOR             USPSQD
 CT0164
 CT0164                          STATION DESCRIPTION
 CT0164
 CT0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0164'1.1 MI SW FROM RANGER.
 CT0164'1.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0164'STATION AT RANGER, 2 POLES NORTHEAST OF MILEPOST 342, 34.5 FEET
 CT0164'NORTHWEST OF THE NORTHWEST RAIL, 27.5 FEET NORTHWEST OF A SEMAPHORE,
 CT0164'46.8 FEET NORTHWEST OF A SWITCH STAND, 6.5 FEET NORTHWEST OF A
 CT0164'TELEPHONE POLE, 2.2 FEET SOUTHWEST OF A WITNESS POST, CLAMPED ON THE
 CT0164'TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 20 FEET IN
 CT0164'THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.7 FOOT
 CT0164'ABOVE THE GROUND.
 CT0164
 CT0164                          STATION RECOVERY (1983)
 CT0164
 CT0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0164'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.4 KM
 CT0164'(0.25 MI) NORTH ALONG A PAVED ROAD FROM THE JUNCTION WITH INTERSTATE
 CT0164'HIGHWAY 20 AND FARM ROAD 2461 IN RANGER, THENCE 1.7 KM (1.05 MI)
 CT0164'NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD.
 CT0164
 CT0164                          STATION RECOVERY (2002)
 CT0164
 CT0164'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0164'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0353 ***********************************************************************
 BO0353  DESIGNATION -  X 105
 BO0353  PID         -  BO0353
 BO0353  STATE/COUNTY-  TX/PECOS
 BO0353  USGS QUAD   -  SHEFFIELD NW (1976)
 BO0353
 BO0353                         *CURRENT SURVEY CONTROL
 BO0353  ___________________________________________________________________
 BO0353* NAD 83(1986)-  30 44 48.     (N)    101 53 39.     (W)     SCALED    
 BO0353* NAVD 88     -       688.608  (meters)    2259.21   (feet)  ADJUSTED  
 BO0353  ___________________________________________________________________
 BO0353  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BO0353  DYNAMIC HT  -         687.603 (meters)    2255.91  (feet)  COMP
 BO0353  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 BO0353
 BO0353  VERT ORDER  -  FIRST     CLASS II
 BO0353
 BO0353.The horizontal coordinates were scaled from a topographic map and have
 BO0353.an estimated accuracy of +/- 6 seconds.
 BO0353
 BO0353.The orthometric height was determined by differential leveling
 BO0353.and adjusted by the National Geodetic Survey in June 1991..
 BO0353
 BO0353.The geoid height was determined by GEOID03.
 BO0353
 BO0353.The dynamic height is computed by dividing the NAVD 88
 BO0353.geopotential number by the normal gravity value computed on the
 BO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0353.degrees latitude (g = 980.6199 gals.).
 BO0353
 BO0353.The modeled gravity was interpolated from observed gravity values.
 BO0353
 BO0353;                    North         East    Units  Estimated Accuracy
 BO0353;SPC TX C     - 3,120,770.      550,560.      MT  (+/- 180 meters Scaled)
 BO0353
 BO0353                          SUPERSEDED SURVEY CONTROL
 BO0353
 BO0353  NGVD 29 (??/??/92)  688.382  (m)         2258.47   (f) ADJ UNCH    1 2
 BO0353
 BO0353.Superseded values are not recommended for survey control.
 BO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0353.See file dsdata.txt to determine how the superseded data were derived.
 BO0353
 BO0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV229051(NAD 83)
 BO0353_MARKER: DB = BENCH MARK DISK
 BO0353_SETTING: 66 = SET IN ROCK OUTCROP
 BO0353_SP_SET: OUTCROP
 BO0353_STAMPING: X 105 1933 2258.467
 BO0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0353+STABILITY: POSITION/ELEVATION WELL
 BO0353
 BO0353  HISTORY     - Date     Condition        Report By
 BO0353  HISTORY     - 1933     MONUMENTED       CGS
 BO0353  HISTORY     - 1958     GOOD             NGS
 BO0353
 BO0353                          STATION DESCRIPTION
 BO0353
 BO0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0353'7.75 MI W FROM SHEFFIELD.
 BO0353'ABOUT 7.75 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0353'SHEFFIELD, IN THE TOP OF A ROCK OUTCROP, 374 FEET SOUTH OF THE CENTER
 BO0353'LINE OF THE HIGHWAY, ABOUT 0.5 MILE WEST OF THE JUNCTION WITH A
 BO0353'PRIVATE ROAD LEADING NORTH, ABOUT 450 FEET SOUTHEAST OF A CONCRETE
 BO0353'HIGHWAY BRIDGE, 323 FEET SOUTH OF A CONCRETE HIGHWAY MARKER NUMBER
 BO0353'681+02, AND 323 FEET SOUTH OF THE HIGHWAY RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0047 ***********************************************************************
 CT0047  DESIGNATION -  X 1050
 CT0047  PID         -  CT0047
 CT0047  STATE/COUNTY-  TX/PALO PINTO
 CT0047  USGS QUAD   -  STRAWN EAST (1984)
 CT0047
 CT0047                         *CURRENT SURVEY CONTROL
 CT0047  ___________________________________________________________________
 CT0047* NAD 83(1986)-  32 32 58.     (N)    098 28 39.     (W)     SCALED    
 CT0047* NAVD 88     -       295.087  (meters)     968.13   (feet)  ADJUSTED  
 CT0047  ___________________________________________________________________
 CT0047  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0047  DYNAMIC HT  -         294.719 (meters)     966.92  (feet)  COMP
 CT0047  MODELED GRAV-     979,382.7   (mgal)                       NAVD 88
 CT0047
 CT0047  VERT ORDER  -  FIRST     CLASS II
 CT0047
 CT0047.The horizontal coordinates were scaled from a topographic map and have
 CT0047.an estimated accuracy of +/- 6 seconds.
 CT0047
 CT0047.The orthometric height was determined by differential leveling
 CT0047.and adjusted by the National Geodetic Survey in June 1991..
 CT0047
 CT0047.The geoid height was determined by GEOID03.
 CT0047
 CT0047.The dynamic height is computed by dividing the NAVD 88
 CT0047.geopotential number by the normal gravity value computed on the
 CT0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0047.degrees latitude (g = 980.6199 gals.).
 CT0047
 CT0047.The modeled gravity was interpolated from observed gravity values.
 CT0047
 CT0047;                    North         East    Units  Estimated Accuracy
 CT0047;SPC TXNC     - 2,097,890.      602,110.      MT  (+/- 180 meters Scaled)
 CT0047
 CT0047                          SUPERSEDED SURVEY CONTROL
 CT0047
 CT0047  NGVD 29 (??/??/92)  294.981  (m)          967.78   (f) ADJ UNCH    1 2
 CT0047
 CT0047.Superseded values are not recommended for survey control.
 CT0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0047.See file dsdata.txt to determine how the superseded data were derived.
 CT0047
 CT0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB490014(NAD 83)
 CT0047_MARKER: DB = BENCH MARK DISK
 CT0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0047_STAMPING: X 1050 1956
 CT0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0047+STABILITY: SURFACE MOTION
 CT0047
 CT0047  HISTORY     - Date     Condition        Report By
 CT0047  HISTORY     - 1956     MONUMENTED       CGS
 CT0047  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0047
 CT0047                          STATION DESCRIPTION
 CT0047
 CT0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0047'1.15 MI E FROM STRAWN.
 CT0047'1.15 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0047'AT STRAWN, 6 POLES WEST OF MILEPOST 325, 36.8 FEET NORTH OF THE NORTH
 CT0047'RAIL, 16 FEET EAST OF TELEPHONE POLE H 3250, IN LINE WITH A ROW OF
 CT0047'TELEPHONE POLES, 11.5 FEET SOUTH OF A FENCE, 29.4 FEET SOUTHWEST OF A
 CT0047'FENCE CORNER, 2.3 FEET WEST OF A WITNESS POST, 5 FEET BELOW THE TOP OF
 CT0047'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 CT0047'ABOVE THE GROUND.
 CT0047
 CT0047                          STATION RECOVERY (2004)
 CT0047
 CT0047'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0501 ***********************************************************************
 CT0501  DESIGNATION -  X 1051
 CT0501  PID         -  CT0501
 CT0501  STATE/COUNTY-  TX/CALLAHAN
 CT0501  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0501
 CT0501                         *CURRENT SURVEY CONTROL
 CT0501  ___________________________________________________________________
 CT0501* NAD 83(1986)-  32 24 59.     (N)    099 35 56.     (W)     SCALED    
 CT0501* NAVD 88     -       575.414  (meters)    1887.84   (feet)  ADJUSTED  
 CT0501  ___________________________________________________________________
 CT0501  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CT0501  DYNAMIC HT  -         574.663 (meters)    1885.37  (feet)  COMP
 CT0501  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 CT0501
 CT0501  VERT ORDER  -  FIRST     CLASS II
 CT0501
 CT0501.The horizontal coordinates were scaled from a topographic map and have
 CT0501.an estimated accuracy of +/- 6 seconds.
 CT0501
 CT0501.The orthometric height was determined by differential leveling
 CT0501.and adjusted by the National Geodetic Survey in June 1991..
 CT0501
 CT0501.The geoid height was determined by GEOID03.
 CT0501
 CT0501.The dynamic height is computed by dividing the NAVD 88
 CT0501.geopotential number by the normal gravity value computed on the
 CT0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0501.degrees latitude (g = 980.6199 gals.).
 CT0501
 CT0501.The modeled gravity was interpolated from observed gravity values.
 CT0501
 CT0501;                    North         East    Units  Estimated Accuracy
 CT0501;SPC TXNC     - 2,083,680.      496,640.      MT  (+/- 180 meters Scaled)
 CT0501
 CT0501                          SUPERSEDED SURVEY CONTROL
 CT0501
 CT0501  NGVD 29 (??/??/92)  575.239  (m)         1887.26   (f) ADJ UNCH    1 2
 CT0501
 CT0501.Superseded values are not recommended for survey control.
 CT0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0501.See file dsdata.txt to determine how the superseded data were derived.
 CT0501
 CT0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA436867(NAD 83)
 CT0501_MARKER: DB = BENCH MARK DISK
 CT0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0501_SP_SET: CULVERT
 CT0501_STAMPING: X 1051 1956
 CT0501_MARK LOGO: CGS   
 CT0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0501
 CT0501  HISTORY     - Date     Condition        Report By
 CT0501  HISTORY     - 1956     MONUMENTED       CGS
 CT0501  HISTORY     - 1961     GOOD             NGS
 CT0501  HISTORY     - 1983     GOOD             NGS
 CT0501  HISTORY     - 20011013 GOOD             USPSQD
 CT0501
 CT0501                          STATION DESCRIPTION
 CT0501
 CT0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0501'3.05 MI E FROM ELMDALE.
 CT0501'0.4 MILE SOUTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0501'2.65 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD, 80 FEET NORTH OF
 CT0501'THE CENTER LINE OF FARM ROAD 18, 34 FEET EAST OF THE 9TH POLE WEST OF
 CT0501'MILEPOST 398, 14 FEET SOUTH OF THE SOUTH RAIL, 4 FEET BELOW THE TOP OF
 CT0501'THE RAILS, SET IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF A
 CT0501'CONCRETE CULVERT UNDER THE RAILROAD.
 CT0501
 CT0501                          STATION RECOVERY (1961)
 CT0501
 CT0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0501'RECOVERED IN GOOD CONDITION.
 CT0501
 CT0501                          STATION RECOVERY (1983)
 CT0501
 CT0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0501'RECOVERED IN GOOD CONDITION.
 CT0501
 CT0501                          STATION RECOVERY (2001)
 CT0501
 CT0501'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0398 ***********************************************************************
 CT0398  DESIGNATION -  X 1052
 CT0398  PID         -  CT0398
 CT0398  STATE/COUNTY-  TX/CALLAHAN
 CT0398  USGS QUAD   -  JAYELL (1966)
 CT0398
 CT0398                         *CURRENT SURVEY CONTROL
 CT0398  ___________________________________________________________________
 CT0398* NAD 83(1986)-  32 22 37.     (N)    099 15 50.     (W)     SCALED    
 CT0398* NAVD 88     -       463.943  (meters)    1522.12   (feet)  POSTED    
 CT0398  ___________________________________________________________________
 CT0398  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CT0398  DYNAMIC HT  -         463.340 (meters)    1520.14  (feet)  COMP
 CT0398  MODELED GRAV-     979,333.0   (mgal)                       NAVD 88
 CT0398
 CT0398  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CT0398
 CT0398.The horizontal coordinates were scaled from a topographic map and have
 CT0398.an estimated accuracy of +/- 6 seconds.
 CT0398
 CT0398.The orthometric height was determined by differential leveling
 CT0398.and adjusted by the National Geodetic Survey in 1992..
 CT0398.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CT0398.rate of 4.1 thru 8.0 mm/km.
 CT0398
 CT0398.The geoid height was determined by GEOID03.
 CT0398
 CT0398.The dynamic height is computed by dividing the NAVD 88
 CT0398.geopotential number by the normal gravity value computed on the
 CT0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0398.degrees latitude (g = 980.6199 gals.).
 CT0398
 CT0398.The modeled gravity was interpolated from observed gravity values.
 CT0398
 CT0398;                    North         East    Units  Estimated Accuracy
 CT0398;SPC TXNC     - 2,079,030.      528,120.      MT  (+/- 180 meters Scaled)
 CT0398
 CT0398                          SUPERSEDED SURVEY CONTROL
 CT0398
 CT0398  NGVD 29 (??/??/92)  463.797  (m)         1521.64   (f) ADJ UNCH    1 2
 CT0398
 CT0398.Superseded values are not recommended for survey control.
 CT0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0398.See file dsdata.txt to determine how the superseded data were derived.
 CT0398
 CT0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA751822(NAD 83)
 CT0398_MARKER: DB = BENCH MARK DISK
 CT0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0398_STAMPING: X 1052 1956
 CT0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0398+STABILITY: SURFACE MOTION
 CT0398
 CT0398  HISTORY     - Date     Condition        Report By
 CT0398  HISTORY     - 1956     MONUMENTED       CGS
 CT0398
 CT0398                          STATION DESCRIPTION
 CT0398
 CT0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0398'4.15 MI W FROM PUTNAM.
 CT0398'4.15 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0398'AT PUTNAM, 4 POLES EAST OF MILEPOST 378, 46.5 FEET NORTH OF THE NORTH
 CT0398'RAIL, 35 FEET EAST OF A FENCE CORNER, 2.9 FEET NORTH OF A FENCE, 2.7
 CT0398'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CT0398'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0547 ***********************************************************************
 CT0547  DESIGNATION -  X 1053
 CT0547  PID         -  CT0547
 CT0547  STATE/COUNTY-  TX/TAYLOR
 CT0547  USGS QUAD   -  ABILENE WEST (1987)
 CT0547
 CT0547                         *CURRENT SURVEY CONTROL
 CT0547  ___________________________________________________________________
 CT0547* NAD 83(1986)-  32 25 52.     (N)    099 50 56.     (W)     SCALED    
 CT0547* NAVD 88     -       540.770  (meters)    1774.18   (feet)  POSTED    
 CT0547  ___________________________________________________________________
 CT0547  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CT0547  DYNAMIC HT  -         540.070 (meters)    1771.88  (feet)  COMP
 CT0547  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 CT0547
 CT0547  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0547
 CT0547.The horizontal coordinates were scaled from a topographic map and have
 CT0547.an estimated accuracy of +/- 6 seconds.
 CT0547
 CT0547.The orthometric height was determined by differential leveling
 CT0547.and adjusted by the National Geodetic Survey in 1992..
 CT0547.No vertical observational check was made to the station.
 CT0547.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0547.was located on a no-check spur therefore a value was not computed.
 CT0547
 CT0547.The geoid height was determined by GEOID03.
 CT0547
 CT0547.The dynamic height is computed by dividing the NAVD 88
 CT0547.geopotential number by the normal gravity value computed on the
 CT0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0547.degrees latitude (g = 980.6199 gals.).
 CT0547
 CT0547.The modeled gravity was interpolated from observed gravity values.
 CT0547
 CT0547;                    North         East    Units  Estimated Accuracy
 CT0547;SPC TXNC     - 2,085,590.      473,150.      MT  (+/- 180 meters Scaled)
 CT0547
 CT0547                          SUPERSEDED SURVEY CONTROL
 CT0547
 CT0547  NGVD 29 (??/??/92)  540.600  (m)         1773.62   (f) ADJ UNCH    1 2
 CT0547
 CT0547.Superseded values are not recommended for survey control.
 CT0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0547.See file dsdata.txt to determine how the superseded data were derived.
 CT0547
 CT0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA201885(NAD 83)
 CT0547_MARKER: DB = BENCH MARK DISK
 CT0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0547_SP_SET: BUILDING FOUNDATION
 CT0547_STAMPING: X 1053 1956
 CT0547_MARK LOGO: CGS   
 CT0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0547
 CT0547  HISTORY     - Date     Condition        Report By
 CT0547  HISTORY     - 1956     MONUMENTED       CGS
 CT0547  HISTORY     - 1961     GOOD             NGS
 CT0547  HISTORY     - 19990531 GOOD             LOCENG
 CT0547
 CT0547                          STATION DESCRIPTION
 CT0547
 CT0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0547'8.2 MI SW FROM ABILENE.
 CT0547'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0547'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG AN OILED ROAD, THENCE 1.95
 CT0547'MILES SOUTHWEST ALONG THE MAIN ACCESS ROAD OF THE ABILENE AIR FORCE
 CT0547'BASE TO A TRAFFIC CIRCLE, THENCE 0.65 MILE WEST ALONG AVENUE B, THENCE
 CT0547'0.35 MILE NORTH ALONG 2ND STREET, THENCE 0.15 MILE WEST ALONG AVENUE
 CT0547'A, SET VERTICALLY IN THE EAST SIDE OF THE CONCRETE FOUNDATION OF THE
 CT0547'CONTROL TOWER AND OPERATIONS BUILDING, AT THE SOUTHEAST CORNER OF THE
 CT0547'EAST ENTRANCE STEPS.
 CT0547
 CT0547                          STATION RECOVERY (1961)
 CT0547
 CT0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0547'RECOVERED IN GOOD CONDITION.
 CT0547
 CT0547                          STATION RECOVERY (1999)
 CT0547
 CT0547'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 CT0547'RECOVERED IN GOOD CONDITION.  NOTE--CONTROL TOWER NO LONGER LOCATED IN
 CT0547'THIS AREA, ALSO CONSTRUCTION IN PROGRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0610 ***********************************************************************
 CU0610  DESIGNATION -  X 1054
 CU0610  PID         -  CU0610
 CU0610  STATE/COUNTY-  TX/HOWARD
 CU0610  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0610
 CU0610                         *CURRENT SURVEY CONTROL
 CU0610  ___________________________________________________________________
 CU0610* NAD 83(1986)-  32 10 19.     (N)    101 40 19.     (W)     SCALED    
 CU0610* NAVD 88     -       754.525  (meters)    2475.47   (feet)  ADJUSTED  
 CU0610  ___________________________________________________________________
 CU0610  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CU0610  DYNAMIC HT  -         753.487 (meters)    2472.07  (feet)  COMP
 CU0610  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 CU0610
 CU0610  VERT ORDER  -  FIRST     CLASS II
 CU0610
 CU0610.The horizontal coordinates were scaled from a topographic map and have
 CU0610.an estimated accuracy of +/- 6 seconds.
 CU0610
 CU0610.The orthometric height was determined by differential leveling
 CU0610.and adjusted by the National Geodetic Survey in June 1991..
 CU0610
 CU0610.The geoid height was determined by GEOID03.
 CU0610
 CU0610.The dynamic height is computed by dividing the NAVD 88
 CU0610.geopotential number by the normal gravity value computed on the
 CU0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0610.degrees latitude (g = 980.6199 gals.).
 CU0610
 CU0610.The modeled gravity was interpolated from observed gravity values.
 CU0610
 CU0610;                    North         East    Units  Estimated Accuracy
 CU0610;SPC TXNC     - 2,060,550.      300,880.      MT  (+/- 180 meters Scaled)
 CU0610
 CU0610                          SUPERSEDED SURVEY CONTROL
 CU0610
 CU0610  NGVD 29 (??/??/92)  754.236  (m)         2474.52   (f) ADJ UNCH    1 2
 CU0610
 CU0610.Superseded values are not recommended for survey control.
 CU0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0610.See file dsdata.txt to determine how the superseded data were derived.
 CU0610
 CU0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA480626(NAD 83)
 CU0610_MARKER: DB = BENCH MARK DISK
 CU0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0610_SP_SET: CULVERT
 CU0610_STAMPING: X 1054 1956
 CU0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0610
 CU0610  HISTORY     - Date     Condition        Report By
 CU0610  HISTORY     - 1956     MONUMENTED       CGS
 CU0610  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0610
 CU0610                          STATION DESCRIPTION
 CU0610
 CU0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0610'7.3 MI NE FROM STANTON.
 CU0610'7.3 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0610'STATION AT STANTON, 0.35 MILE SOUTHWEST OF THE SOUTHWEST END OF A CUT,
 CU0610'9 POLES NORTHEAST OF MILEPOST 527, 117 FEET NORTHWEST OF THE NORTHWEST
 CU0610'RAIL, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST TRAFFIC
 CU0610'LANE OF U.S. HIGHWAY 80, 10 FEET BELOW THE TOP OF THE RAILS, SET IN
 CU0610'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE
 CU0610'CULVERT UNDER THE HIGHWAY.
 CU0610
 CU0610                          STATION RECOVERY (1982)
 CU0610
 CU0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0149 ***********************************************************************
 CU0149  DESIGNATION -  X 1055
 CU0149  PID         -  CU0149
 CU0149  STATE/COUNTY-  TX/TAYLOR
 CU0149  USGS QUAD   -  MERKEL WEST (1984)
 CU0149
 CU0149                         *CURRENT SURVEY CONTROL
 CU0149  ___________________________________________________________________
 CU0149* NAD 83(1986)-  32 28 48.     (N)    100 04 38.     (W)     SCALED    
 CU0149* NAVD 88     -       566.537  (meters)    1858.71   (feet)  ADJUSTED  
 CU0149  ___________________________________________________________________
 CU0149  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CU0149  DYNAMIC HT  -         565.798 (meters)    1856.29  (feet)  COMP
 CU0149  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 CU0149
 CU0149  VERT ORDER  -  FIRST     CLASS II
 CU0149
 CU0149.The horizontal coordinates were scaled from a topographic map and have
 CU0149.an estimated accuracy of +/- 6 seconds.
 CU0149
 CU0149.The orthometric height was determined by differential leveling
 CU0149.and adjusted by the National Geodetic Survey in June 1991..
 CU0149
 CU0149.The geoid height was determined by GEOID03.
 CU0149
 CU0149.The dynamic height is computed by dividing the NAVD 88
 CU0149.geopotential number by the normal gravity value computed on the
 CU0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0149.degrees latitude (g = 980.6199 gals.).
 CU0149
 CU0149.The modeled gravity was interpolated from observed gravity values.
 CU0149
 CU0149;                    North         East    Units  Estimated Accuracy
 CU0149;SPC TXNC     - 2,091,300.      451,760.      MT  (+/- 180 meters Scaled)
 CU0149
 CU0149                          SUPERSEDED SURVEY CONTROL
 CU0149
 CU0149  NGVD 29 (??/??/92)  566.361  (m)         1858.14   (f) ADJ UNCH    1 2
 CU0149
 CU0149.Superseded values are not recommended for survey control.
 CU0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0149.See file dsdata.txt to determine how the superseded data were derived.
 CU0149
 CU0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA987941(NAD 83)
 CU0149_MARKER: DB = BENCH MARK DISK
 CU0149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0149_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0149_STAMPING: X 1055 1956
 CU0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0149
 CU0149  HISTORY     - Date     Condition        Report By
 CU0149  HISTORY     - 1956     MONUMENTED       CGS
 CU0149  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0149  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0149  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0149
 CU0149                          STATION DESCRIPTION
 CU0149
 CU0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0149'2.7 MI E FROM TRENT.
 CU0149'2.7 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0149'AT TRENT, 11 POLES EAST OF MILEPOST 427, 9 POLES WEST OF A GRAVELED
 CU0149'ROAD CROSSING, 44.5 FEET SOUTH OF THE SOUTH RAIL, 42.4 FEET SOUTHWEST
 CU0149'OF A TELEPHONE POLE, 3.2 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A
 CU0149'WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD
 CU0149'WHICH IS DRIVEN 20.5 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE
 CU0149'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CU0149
 CU0149                          STATION RECOVERY (1982)
 CU0149
 CU0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0149'MARK NOT FOUND.
 CU0149
 CU0149                          STATION RECOVERY (1994)
 CU0149
 CU0149'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0149'MARK NOT FOUND.
 CU0149
 CU0149                          STATION RECOVERY (2001)
 CU0149
 CU0149'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0297 ***********************************************************************
 CU0297  DESIGNATION -  X 1056
 CU0297  PID         -  CU0297
 CU0297  STATE/COUNTY-  TX/MITCHELL
 CU0297  USGS QUAD   -  COLORADO CITY (1979)
 CU0297
 CU0297                         *CURRENT SURVEY CONTROL
 CU0297  ___________________________________________________________________
 CU0297* NAD 83(1986)-  32 23 31.     (N)    100 47 07.     (W)     SCALED    
 CU0297* NAVD 88     -       683.166  (meters)    2241.35   (feet)  ADJUSTED  
 CU0297  ___________________________________________________________________
 CU0297  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0297  DYNAMIC HT  -         682.252 (meters)    2238.36  (feet)  COMP
 CU0297  MODELED GRAV-     979,278.0   (mgal)                       NAVD 88
 CU0297
 CU0297  VERT ORDER  -  FIRST     CLASS II
 CU0297
 CU0297.The horizontal coordinates were scaled from a topographic map and have
 CU0297.an estimated accuracy of +/- 6 seconds.
 CU0297
 CU0297.The orthometric height was determined by differential leveling
 CU0297.and adjusted by the National Geodetic Survey in June 1991..
 CU0297
 CU0297.The geoid height was determined by GEOID03.
 CU0297
 CU0297.The dynamic height is computed by dividing the NAVD 88
 CU0297.geopotential number by the normal gravity value computed on the
 CU0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0297.degrees latitude (g = 980.6199 gals.).
 CU0297
 CU0297.The modeled gravity was interpolated from observed gravity values.
 CU0297
 CU0297;                    North         East    Units  Estimated Accuracy
 CU0297;SPC TXNC     - 2,082,770.      385,010.      MT  (+/- 180 meters Scaled)
 CU0297
 CU0297                          SUPERSEDED SURVEY CONTROL
 CU0297
 CU0297  NGVD 29 (??/??/92)  682.939  (m)         2240.61   (f) ADJ UNCH    1 2
 CU0297
 CU0297.Superseded values are not recommended for survey control.
 CU0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0297.See file dsdata.txt to determine how the superseded data were derived.
 CU0297
 CU0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA320852(NAD 83)
 CU0297_MARKER: DB = BENCH MARK DISK
 CU0297_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0297_SP_SET: 14 FT.
 CU0297_STAMPING: X 1056 1956
 CU0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0297
 CU0297  HISTORY     - Date     Condition        Report By
 CU0297  HISTORY     - 1956     MONUMENTED       CGS
 CU0297
 CU0297                          STATION DESCRIPTION
 CU0297
 CU0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0297'4.9 MI NE FROM COLORADO CITY.
 CU0297'4.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0297'STATION AT COLORADO CITY, 13 1/2 POLES SOUTHWEST OF A PRIVATE ROAD
 CU0297'CROSSING, 85 FEET NORTH OF MILEPOST 471, 26.6 FEET NORTHWEST OF THE
 CU0297'NORTHWEST RAIL, 9.2 FEET NORTHEAST OF A TELEPHONE POLE, 20.6 FEET
 CU0297'SOUTHEAST OF A FENCE, 2.7 FEET SOUTHWEST OF A WITNESS POST, CLAMPED ON
 CU0297'THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 14 FEET
 CU0297'IN THE GROUND, INCASED IN A 4 INCH TILE WHICH PROJECTS 0.4 FOOT ABOVE
 CU0297'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0294 ***********************************************************************
 CU0294  DESIGNATION -  X 1057
 CU0294  PID         -  CU0294
 CU0294  STATE/COUNTY-  TX/MITCHELL
 CU0294  USGS QUAD   -  COLORADO CITY (1979)
 CU0294
 CU0294                         *CURRENT SURVEY CONTROL
 CU0294  ___________________________________________________________________
 CU0294* NAD 83(1986)-  32 24 06.     (N)    100 45 05.     (W)     SCALED    
 CU0294* NAVD 88     -       671.436  (meters)    2202.87   (feet)  ADJUSTED  
 CU0294  ___________________________________________________________________
 CU0294  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CU0294  DYNAMIC HT  -         670.534 (meters)    2199.91  (feet)  COMP
 CU0294  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 CU0294
 CU0294  VERT ORDER  -  FIRST     CLASS II
 CU0294
 CU0294.The horizontal coordinates were scaled from a topographic map and have
 CU0294.an estimated accuracy of +/- 6 seconds.
 CU0294
 CU0294.The orthometric height was determined by differential leveling
 CU0294.and adjusted by the National Geodetic Survey in June 1991..
 CU0294
 CU0294.The geoid height was determined by GEOID03.
 CU0294
 CU0294.The dynamic height is computed by dividing the NAVD 88
 CU0294.geopotential number by the normal gravity value computed on the
 CU0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0294.degrees latitude (g = 980.6199 gals.).
 CU0294
 CU0294.The modeled gravity was interpolated from observed gravity values.
 CU0294
 CU0294;                    North         East    Units  Estimated Accuracy
 CU0294;SPC TXNC     - 2,083,780.      388,220.      MT  (+/- 180 meters Scaled)
 CU0294
 CU0294                          SUPERSEDED SURVEY CONTROL
 CU0294
 CU0294  NGVD 29 (??/??/92)  671.202  (m)         2202.10   (f) ADJ UNCH    1 2
 CU0294
 CU0294.Superseded values are not recommended for survey control.
 CU0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0294.See file dsdata.txt to determine how the superseded data were derived.
 CU0294
 CU0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA352863(NAD 83)
 CU0294_MARKER: DB = BENCH MARK DISK
 CU0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0294_STAMPING: X 1057 1956
 CU0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0294+STABILITY: SURFACE MOTION
 CU0294
 CU0294  HISTORY     - Date     Condition        Report By
 CU0294  HISTORY     - 1956     MONUMENTED       CGS
 CU0294
 CU0294                          STATION DESCRIPTION
 CU0294
 CU0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0294'2.4 MI SW FROM LORAINE.
 CU0294'2.4 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0294'STATION AT LORAINE, 48.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7 FEET
 CU0294'NORTHEAST OF THE 3RD POLE NORTHEAST OF MILEPOST 469, 4.4 FEET
 CU0294'NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 CU0294'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0337 ***********************************************************************
 CC0337  DESIGNATION -  X 1058
 CC0337  PID         -  CC0337
 CC0337  STATE/COUNTY-  TX/REEVES
 CC0337  USGS QUAD   -  PECOS WEST (1981)
 CC0337
 CC0337                         *CURRENT SURVEY CONTROL
 CC0337  ___________________________________________________________________
 CC0337* NAD 83(1986)-  31 24 53.     (N)    103 31 57.     (W)     SCALED    
 CC0337* NAVD 88     -       795.216  (meters)    2608.97   (feet)  POSTED    
 CC0337  ___________________________________________________________________
 CC0337  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CC0337  DYNAMIC HT  -         794.050 (meters)    2605.15  (feet)  COMP
 CC0337  MODELED GRAV-     979,154.2   (mgal)                       NAVD 88
 CC0337
 CC0337  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0337
 CC0337.The horizontal coordinates were scaled from a topographic map and have
 CC0337.an estimated accuracy of +/- 6 seconds.
 CC0337
 CC0337.The orthometric height was determined by differential leveling
 CC0337.and adjusted by the National Geodetic Survey in 1992..
 CC0337.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0337.rate of 1.1 thru 2.0 mm/km.
 CC0337
 CC0337.The geoid height was determined by GEOID03.
 CC0337
 CC0337.The dynamic height is computed by dividing the NAVD 88
 CC0337.geopotential number by the normal gravity value computed on the
 CC0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0337.degrees latitude (g = 980.6199 gals.).
 CC0337
 CC0337.The modeled gravity was interpolated from observed gravity values.
 CC0337
 CC0337;                    North         East    Units  Estimated Accuracy
 CC0337;SPC TX C     - 3,198,160.      395,870.      MT  (+/- 180 meters Scaled)
 CC0337
 CC0337                          SUPERSEDED SURVEY CONTROL
 CC0337
 CC0337  NGVD 29 (??/??/92)  795.108  (m)         2608.62   (f) ADJ UNCH    1 2
 CC0337
 CC0337.Superseded values are not recommended for survey control.
 CC0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0337.See file dsdata.txt to determine how the superseded data were derived.
 CC0337
 CC0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ394764(NAD 83)
 CC0337_MARKER: DB = BENCH MARK DISK
 CC0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0337_STAMPING: X 1058 1956
 CC0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0337+STABILITY: SURFACE MOTION
 CC0337
 CC0337  HISTORY     - Date     Condition        Report By
 CC0337  HISTORY     - 1956     MONUMENTED       CGS
 CC0337  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0337
 CC0337                          STATION DESCRIPTION
 CC0337
 CC0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0337'2.3 MI SW FROM PECOS.
 CC0337'2.3 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0337'STATION AT PECOS, 80 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 CC0337'80, 35.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.2 FEET NORTHWEST OF
 CC0337'THE 5TH POLE SOUTHWEST OF MILEPOST 649, 3 FEET SOUTHWEST OF A WITNESS
 CC0337'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 CC0337'THE GROUND.
 CC0337
 CC0337                          STATION RECOVERY (1981)
 CC0337
 CC0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0337'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0567 ***********************************************************************
 CU0567  DESIGNATION -  X 1059
 CU0567  PID         -  CU0567
 CU0567  STATE/COUNTY-  TX/HOWARD
 CU0567  USGS QUAD   -  COAHOMA (1971)
 CU0567
 CU0567                         *CURRENT SURVEY CONTROL
 CU0567  ___________________________________________________________________
 CU0567* NAD 83(1986)-  32 17 07.     (N)    101 21 18.     (W)     SCALED    
 CU0567* NAVD 88     -       742.682  (meters)    2436.62   (feet)  ADJUSTED  
 CU0567  ___________________________________________________________________
 CU0567  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CU0567  DYNAMIC HT  -         741.670 (meters)    2433.30  (feet)  COMP
 CU0567  MODELED GRAV-     979,251.4   (mgal)                       NAVD 88
 CU0567
 CU0567  VERT ORDER  -  FIRST     CLASS II
 CU0567
 CU0567.The horizontal coordinates were scaled from a topographic map and have
 CU0567.an estimated accuracy of +/- 6 seconds.
 CU0567
 CU0567.The orthometric height was determined by differential leveling
 CU0567.and adjusted by the National Geodetic Survey in June 1991..
 CU0567
 CU0567.The geoid height was determined by GEOID03.
 CU0567
 CU0567.The dynamic height is computed by dividing the NAVD 88
 CU0567.geopotential number by the normal gravity value computed on the
 CU0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0567.degrees latitude (g = 980.6199 gals.).
 CU0567
 CU0567.The modeled gravity was interpolated from observed gravity values.
 CU0567
 CU0567;                    North         East    Units  Estimated Accuracy
 CU0567;SPC TXNC     - 2,072,250.      331,100.      MT  (+/- 180 meters Scaled)
 CU0567
 CU0567                          SUPERSEDED SURVEY CONTROL
 CU0567
 CU0567  NGVD 29 (??/??/92)  742.421  (m)         2435.76   (f) ADJ UNCH    1 2
 CU0567
 CU0567.Superseded values are not recommended for survey control.
 CU0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0567.See file dsdata.txt to determine how the superseded data were derived.
 CU0567
 CU0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA782744(NAD 83)
 CU0567_MARKER: DB = BENCH MARK DISK
 CU0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0567_STAMPING: X 1059 1956
 CU0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0567+STABILITY: SURFACE MOTION
 CU0567
 CU0567  HISTORY     - Date     Condition        Report By
 CU0567  HISTORY     - 1956     MONUMENTED       CGS
 CU0567  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0567
 CU0567                          STATION DESCRIPTION
 CU0567
 CU0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0567'2.9 MI SW FROM COAHOMA.
 CU0567'2.9 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0567'STATION AT COAHOMA, 0.1 MILE NORTHEAST OF THE NORTHEAST END OF A CUT,
 CU0567'45.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 135 FEET SOUTHWEST OF A
 CU0567'FENCE CORNER, 18.5 FEET NORTHEAST OF A FENCE CORNER, 11 FEET SOUTH OF
 CU0567'THE 4TH POLE NORTHEAST OF MILEPOST 506, 2 FEET NORTHWEST OF A FENCE,
 CU0567'2.4 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CU0567'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CU0567
 CU0567                          STATION RECOVERY (1982)
 CU0567
 CU0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0567'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0197 ***********************************************************************
 BP0197  DESIGNATION -  X 106
 BP0197  PID         -  BP0197
 BP0197  STATE/COUNTY-  TX/PECOS
 BP0197  USGS QUAD   -  EAST MESA (1970)
 BP0197
 BP0197                         *CURRENT SURVEY CONTROL
 BP0197  ___________________________________________________________________
 BP0197* NAD 83(1986)-  30 53 51.     (N)    102 44 33.     (W)     SCALED    
 BP0197* NAVD 88     -       870.073  (meters)    2854.56   (feet)  ADJUSTED  
 BP0197  ___________________________________________________________________
 BP0197  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BP0197  DYNAMIC HT  -         868.752 (meters)    2850.23  (feet)  COMP
 BP0197  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 BP0197
 BP0197  VERT ORDER  -  FIRST     CLASS II
 BP0197
 BP0197.The horizontal coordinates were scaled from a topographic map and have
 BP0197.an estimated accuracy of +/- 6 seconds.
 BP0197
 BP0197.The orthometric height was determined by differential leveling
 BP0197.and adjusted by the National Geodetic Survey in June 1991..
 BP0197
 BP0197.The geoid height was determined by GEOID03.
 BP0197
 BP0197.The dynamic height is computed by dividing the NAVD 88
 BP0197.geopotential number by the normal gravity value computed on the
 BP0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0197.degrees latitude (g = 980.6199 gals.).
 BP0197
 BP0197.The modeled gravity was interpolated from observed gravity values.
 BP0197
 BP0197;                    North         East    Units  Estimated Accuracy
 BP0197;SPC TX C     - 3,138,940.      469,710.      MT  (+/- 180 meters Scaled)
 BP0197
 BP0197                          SUPERSEDED SURVEY CONTROL
 BP0197
 BP0197  NGVD 29 (??/??/92)  869.737  (m)         2853.46   (f) ADJ UNCH    1 2
 BP0197
 BP0197.Superseded values are not recommended for survey control.
 BP0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0197.See file dsdata.txt to determine how the superseded data were derived.
 BP0197
 BP0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ157204(NAD 83)
 BP0197_MARKER: DB = BENCH MARK DISK
 BP0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0197_STAMPING: X 106 1933 2853.462
 BP0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0197+STABILITY: SURFACE MOTION
 BP0197
 BP0197  HISTORY     - Date     Condition        Report By
 BP0197  HISTORY     - 1933     MONUMENTED       CGS
 BP0197  HISTORY     - 1958     GOOD             NGS
 BP0197
 BP0197                          STATION DESCRIPTION
 BP0197
 BP0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0197'8.1 MI E FROM FORT STOCKTON.
 BP0197'ABOUT 8.1 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0197'SANTA FE RAILWAY STATION AT FORT STOCKTON, TO A THREE CHANNEL CONCRETE
 BP0197'CULVERT, THENCE 0.6 MILE NORTH ACROSS A MESQUITE COVERED PASTURE TO
 BP0197'THE OLD HIGHWAY GRADE, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 BP0197'GRADE, 160 FEET EAST OF THE EAST SIDE OF AN OLD CONCRETE CULVERT, AND
 BP0197'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0320 ***********************************************************************
 CU0320  DESIGNATION -  X 1060
 CU0320  PID         -  CU0320
 CU0320  STATE/COUNTY-  TX/MITCHELL
 CU0320  USGS QUAD   -  CEDAR BEND (1979)
 CU0320
 CU0320                         *CURRENT SURVEY CONTROL
 CU0320  ___________________________________________________________________
 CU0320* NAD 83(1986)-  32 25 42.     (N)    100 56 42.     (W)     SCALED    
 CU0320* NAVD 88     -       656.460  (meters)    2153.74   (feet)  ADJUSTED  
 CU0320  ___________________________________________________________________
 CU0320  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CU0320  DYNAMIC HT  -         655.583 (meters)    2150.86  (feet)  COMP
 CU0320  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 CU0320
 CU0320  VERT ORDER  -  FIRST     CLASS II
 CU0320
 CU0320.The horizontal coordinates were scaled from a topographic map and have
 CU0320.an estimated accuracy of +/- 6 seconds.
 CU0320
 CU0320.The orthometric height was determined by differential leveling
 CU0320.and adjusted by the National Geodetic Survey in June 1991..
 CU0320
 CU0320.The geoid height was determined by GEOID03.
 CU0320
 CU0320.The dynamic height is computed by dividing the NAVD 88
 CU0320.geopotential number by the normal gravity value computed on the
 CU0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0320.degrees latitude (g = 980.6199 gals.).
 CU0320
 CU0320.The modeled gravity was interpolated from observed gravity values.
 CU0320
 CU0320;                    North         East    Units  Estimated Accuracy
 CU0320;SPC TXNC     - 2,087,140.      370,080.      MT  (+/- 180 meters Scaled)
 CU0320
 CU0320                          SUPERSEDED SURVEY CONTROL
 CU0320
 CU0320  NGVD 29 (??/??/92)  656.220  (m)         2152.95   (f) ADJ UNCH    1 2
 CU0320
 CU0320.Superseded values are not recommended for survey control.
 CU0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0320.See file dsdata.txt to determine how the superseded data were derived.
 CU0320
 CU0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA171895(NAD 83)
 CU0320_MARKER: DB = BENCH MARK DISK
 CU0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0320_STAMPING: X 1060 1956
 CU0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0320+STABILITY: SURFACE MOTION
 CU0320
 CU0320  HISTORY     - Date     Condition        Report By
 CU0320  HISTORY     - 1956     MONUMENTED       CGS
 CU0320
 CU0320                          STATION DESCRIPTION
 CU0320
 CU0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0320'7.0 MI NW FROM COLORADO CITY.
 CU0320'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0320'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, THENCE
 CU0320'0.5 MILE WEST ALONG FARM ROAD 1229, THENCE 0.7 MILE NORTH ALONG A
 CU0320'GRADED DIRT ROAD, 72 FEET WEST OF THE CENTER LINE OF THE ROAD, 92 FEET
 CU0320'NORTH OF THE NORTHWEST CORNER OF A SMALL WHITE HOUSE, 115 FEET
 CU0320'NORTHEAST OF A WINDMILL, 48 FEET WEST OF A FENCE CORNER, 2.0 FEET
 CU0320'SOUTH OF A FENCE, 3.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CU0320'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0042 ***********************************************************************
 CC0042  DESIGNATION -  X 1061
 CC0042  PID         -  CC0042
 CC0042  STATE/COUNTY-  TX/ECTOR
 CC0042  USGS QUAD   -  ODESSA SE (1981)
 CC0042
 CC0042                         *CURRENT SURVEY CONTROL
 CC0042  ___________________________________________________________________
 CC0042* NAD 83(1986)-  31 51 19.     (N)    102 20 46.     (W)     SCALED    
 CC0042* NAVD 88     -       888.659  (meters)    2915.54   (feet)  ADJUSTED  
 CC0042  ___________________________________________________________________
 CC0042  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CC0042  DYNAMIC HT  -         887.400 (meters)    2911.41  (feet)  COMP
 CC0042  MODELED GRAV-     979,193.0   (mgal)                       NAVD 88
 CC0042
 CC0042  VERT ORDER  -  FIRST     CLASS II
 CC0042
 CC0042.The horizontal coordinates were scaled from a topographic map and have
 CC0042.an estimated accuracy of +/- 6 seconds.
 CC0042
 CC0042.The orthometric height was determined by differential leveling
 CC0042.and adjusted by the National Geodetic Survey in June 1991..
 CC0042
 CC0042.The geoid height was determined by GEOID03.
 CC0042
 CC0042.The dynamic height is computed by dividing the NAVD 88
 CC0042.geopotential number by the normal gravity value computed on the
 CC0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0042.degrees latitude (g = 980.6199 gals.).
 CC0042
 CC0042.The modeled gravity was interpolated from observed gravity values.
 CC0042
 CC0042;                    North         East    Units  Estimated Accuracy
 CC0042;SPC TX C     - 3,244,350.      509,520.      MT  (+/- 180 meters Scaled)
 CC0042
 CC0042                          SUPERSEDED SURVEY CONTROL
 CC0042
 CC0042  NGVD 29 (??/??/92)  888.264  (m)         2914.25   (f) ADJ UNCH    1 2
 CC0042
 CC0042.Superseded values are not recommended for survey control.
 CC0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0042.See file dsdata.txt to determine how the superseded data were derived.
 CC0042
 CC0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR511274(NAD 83)
 CC0042_MARKER: DB = BENCH MARK DISK
 CC0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0042_SP_SET: FOUNDATION
 CC0042_STAMPING: X 1061 1956
 CC0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0042
 CC0042  HISTORY     - Date     Condition        Report By
 CC0042  HISTORY     - 1956     MONUMENTED       CGS
 CC0042  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0042
 CC0042                          STATION DESCRIPTION
 CC0042
 CC0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0042'1.5 MI NE FROM ODESSA.
 CC0042'1.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0042'STATION AT ODESSA, 95 FEET WEST OF MILEPOST 572, 38 FEET NORTHWEST OF
 CC0042'THE NORTHWEST RAIL, AT THE ROEBLING WIRE ROPE AND SUPPLY COMPANY
 CC0042'BUILDING, 1.1 FEET ABOVE THE GROUND, 3 FEET NORTHWEST OF THE EAST
 CC0042'CORNER OF THE BUILDING, SET VERTICALLY IN THE NORTHEAST SIDE OF THE
 CC0042'CONCRETE FOUNDATION OF THE BUILDING.
 CC0042
 CC0042                          STATION RECOVERY (1982)
 CC0042
 CC0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0042'THE AREA AROUND THE BUILDING HAS BEEN FILLED AND PAVED BUT THE MARK
 CC0042'MAY STILL BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0206 ***********************************************************************
 CC0206  DESIGNATION -  X 1062
 CC0206  PID         -  CC0206
 CC0206  STATE/COUNTY-  TX/ECTOR
 CC0206  USGS QUAD   -  METZ (1981)
 CC0206
 CC0206                         *CURRENT SURVEY CONTROL
 CC0206  ___________________________________________________________________
 CC0206* NAD 83(1986)-  31 42 34.     (N)    102 38 49.     (W)     SCALED    
 CC0206* NAVD 88     -       876.994  (meters)    2877.27   (feet)  ADJUSTED  
 CC0206  ___________________________________________________________________
 CC0206  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CC0206  DYNAMIC HT  -         875.771 (meters)    2873.26  (feet)  COMP
 CC0206  MODELED GRAV-     979,215.8   (mgal)                       NAVD 88
 CC0206
 CC0206  VERT ORDER  -  FIRST     CLASS II
 CC0206
 CC0206.The horizontal coordinates were scaled from a topographic map and have
 CC0206.an estimated accuracy of +/- 6 seconds.
 CC0206
 CC0206.The orthometric height was determined by differential leveling
 CC0206.and adjusted by the National Geodetic Survey in June 1991..
 CC0206.WARNING-Repeat measurements at this control monument indicate possible
 CC0206.vertical movement.
 CC0206
 CC0206.The geoid height was determined by GEOID03.
 CC0206
 CC0206.The dynamic height is computed by dividing the NAVD 88
 CC0206.geopotential number by the normal gravity value computed on the
 CC0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0206.degrees latitude (g = 980.6199 gals.).
 CC0206
 CC0206.The modeled gravity was interpolated from observed gravity values.
 CC0206
 CC0206;                    North         East    Units  Estimated Accuracy
 CC0206;SPC TX C     - 3,228,740.      480,720.      MT  (+/- 180 meters Scaled)
 CC0206
 CC0206                          SUPERSEDED SURVEY CONTROL
 CC0206
 CC0206  NGVD 29 (??/??/92)  876.623  (m)         2876.05   (f) ADJ UNCH    1 2
 CC0206
 CC0206.Superseded values are not recommended for survey control.
 CC0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0206.See file dsdata.txt to determine how the superseded data were derived.
 CC0206
 CC0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR229106(NAD 83)
 CC0206_MARKER: DB = BENCH MARK DISK
 CC0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0206_STAMPING: X 1062 1956
 CC0206_MARK LOGO: CGS   
 CC0206_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0206_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CC0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0206+STABILITY: SURFACE MOTION
 CC0206
 CC0206  HISTORY     - Date     Condition        Report By
 CC0206  HISTORY     - 1956     MONUMENTED       CGS
 CC0206  HISTORY     - 1982     GOOD             NGS
 CC0206  HISTORY     - 19991201 GOOD             NGS
 CC0206  HISTORY     - 20030902 POOR             INDIV
 CC0206
 CC0206                          STATION DESCRIPTION
 CC0206
 CC0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0206'16.7 MI NE FROM MONAHANS.
 CC0206'16.7 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0206'STATION AT MONAHANS, 47 FEET SOUTHWEST OF THE 11TH POLE NORTHEAST OF
 CC0206'MILEPOST 593, 39.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 82 FEET
 CC0206'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST TRAFFIC LANE OF U.S.
 CC0206'HIGHWAY 80, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CC0206'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0206
 CC0206                          STATION RECOVERY (1982)
 CC0206
 CC0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0206'27.0 KM (16.8 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0206'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 12.0 METERS (39.4
 CC0206'FT) SOUTH-SOUTHEAST OF THE NEAR RAIL, 8.9 METERS (29.2 FT)
 CC0206'NORTH-NORTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF U. S.
 CC0206'HIGHWAY 80 AND 0.9 METER (3.0 FT) EAST-NORTHEAST OF A WOODEN WITNESS
 CC0206'POST.
 CC0206'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CC0206'THE MARK IS 1.0 M BELOW THE TRACKS.
 CC0206
 CC0206                          STATION RECOVERY (1999)
 CC0206
 CC0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WEH)
 CC0206'GOOD.
 CC0206
 CC0206                          STATION RECOVERY (2003)
 CC0206
 CC0206'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0206'PUSHED OVER AND LOOSE IN THE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0442 ***********************************************************************
 CC0442  DESIGNATION -  X 1063
 CC0442  PID         -  CC0442
 CC0442  STATE/COUNTY-  TX/REEVES
 CC0442  USGS QUAD   -  WORSHAM (1971)
 CC0442
 CC0442                         *CURRENT SURVEY CONTROL
 CC0442  ___________________________________________________________________
 CC0442* NAD 83(1986)-  31 19 55.     (N)    103 32 23.     (W)     SCALED    
 CC0442* NAVD 88     -       803.349  (meters)    2635.65   (feet)  POSTED    
 CC0442  ___________________________________________________________________
 CC0442  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CC0442  DYNAMIC HT  -         802.180 (meters)    2631.82  (feet)  COMP
 CC0442  MODELED GRAV-     979,155.7   (mgal)                       NAVD 88
 CC0442
 CC0442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0442
 CC0442.The horizontal coordinates were scaled from a topographic map and have
 CC0442.an estimated accuracy of +/- 6 seconds.
 CC0442
 CC0442.The orthometric height was determined by differential leveling
 CC0442.and adjusted by the National Geodetic Survey in 1992..
 CC0442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0442.rate of 0.0 thru 1.0 mm/km.
 CC0442
 CC0442.The geoid height was determined by GEOID03.
 CC0442
 CC0442.The dynamic height is computed by dividing the NAVD 88
 CC0442.geopotential number by the normal gravity value computed on the
 CC0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0442.degrees latitude (g = 980.6199 gals.).
 CC0442
 CC0442.The modeled gravity was interpolated from observed gravity values.
 CC0442
 CC0442;                    North         East    Units  Estimated Accuracy
 CC0442;SPC TX C     - 3,189,000.      394,920.      MT  (+/- 180 meters Scaled)
 CC0442
 CC0442                          SUPERSEDED SURVEY CONTROL
 CC0442
 CC0442  NGVD 29 (??/??/92)  803.232  (m)         2635.27   (f) ADJ UNCH    1 2
 CC0442
 CC0442.Superseded values are not recommended for survey control.
 CC0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0442.See file dsdata.txt to determine how the superseded data were derived.
 CC0442
 CC0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ389673(NAD 83)
 CC0442_MARKER: DB = BENCH MARK DISK
 CC0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0442_STAMPING: X 1063 1956
 CC0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0442+STABILITY: SURFACE MOTION
 CC0442
 CC0442  HISTORY     - Date     Condition        Report By
 CC0442  HISTORY     - 1956     MONUMENTED       CGS
 CC0442  HISTORY     - 1966     GOOD             NGS
 CC0442
 CC0442                          STATION DESCRIPTION
 CC0442
 CC0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CC0442'7.5 MI S FROM PECOS.
 CC0442'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0442'THENCE 5.9 MILES SOUTH ALONG STATE HIGHWAY 17, 47 FEET EAST OF THE
 CC0442'CENTERLINE OF THE HIGHWAY, 79 FEET SOUTHEAST OF THE CENTER OF A
 CC0442'JUNCTION WITH FARM ROAD 1934, 89.5 FEET SOUTH OF THE CENTERLINE OF A
 CC0442'GRAVELED ROAD LEADING EAST, 29.4 FEET SOUTH OF A POWER POLE, IN LINE
 CC0442'WITH A ROW OF POWER POLES, 29.2 FEET NORTH OF A CONCRETE HIGHWAY RIGHT
 CC0442'OF WAY MARKER, 1.8 FEET WEST OF A FENCE, 2.5 FEET NORTH OF A WITNESS
 CC0442'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FEET ABOVE
 CC0442'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0053 ***********************************************************************
 CC0053  DESIGNATION -  X 1064
 CC0053  PID         -  CC0053
 CC0053  STATE/COUNTY-  TX/ECTOR
 CC0053  USGS QUAD   -  ODESSA SE (1981)
 CC0053
 CC0053                         *CURRENT SURVEY CONTROL
 CC0053  ___________________________________________________________________
 CC0053* NAD 83(1986)-  31 49 40.     (N)    102 22 04.     (W)     SCALED    
 CC0053* NAVD 88     -       877.592  (meters)    2879.23   (feet)  ADJUSTED  
 CC0053  ___________________________________________________________________
 CC0053  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CC0053  DYNAMIC HT  -         876.350 (meters)    2875.16  (feet)  COMP
 CC0053  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 CC0053
 CC0053  VERT ORDER  -  FIRST     CLASS II
 CC0053
 CC0053.The horizontal coordinates were scaled from a topographic map and have
 CC0053.an estimated accuracy of +/- 6 seconds.
 CC0053
 CC0053.The orthometric height was determined by differential leveling
 CC0053.and adjusted by the National Geodetic Survey in June 1991..
 CC0053
 CC0053.The geoid height was determined by GEOID03.
 CC0053
 CC0053.The dynamic height is computed by dividing the NAVD 88
 CC0053.geopotential number by the normal gravity value computed on the
 CC0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0053.degrees latitude (g = 980.6199 gals.).
 CC0053
 CC0053.The modeled gravity was interpolated from observed gravity values.
 CC0053
 CC0053;                    North         East    Units  Estimated Accuracy
 CC0053;SPC TX C     - 3,241,340.      507,410.      MT  (+/- 180 meters Scaled)
 CC0053
 CC0053                          SUPERSEDED SURVEY CONTROL
 CC0053
 CC0053  NGVD 29 (??/??/92)  877.204  (m)         2877.96   (f) ADJ UNCH    1 2
 CC0053
 CC0053.Superseded values are not recommended for survey control.
 CC0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0053.See file dsdata.txt to determine how the superseded data were derived.
 CC0053
 CC0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR491243(NAD 83)
 CC0053_MARKER: DB = BENCH MARK DISK
 CC0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0053_STAMPING: X 1064 1956
 CC0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0053+STABILITY: SURFACE MOTION
 CC0053
 CC0053  HISTORY     - Date     Condition        Report By
 CC0053  HISTORY     - 1956     MONUMENTED       CGS
 CC0053  HISTORY     - 20010202 MARK NOT FOUND   USPSQD
 CC0053
 CC0053                          STATION DESCRIPTION
 CC0053
 CC0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0053'1.3 MI S FROM ODESSA.
 CC0053'0.25 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0053'STATION AT ODESSA, THENCE 1.05 MILES SOUTH ALONG SOUTH CRANE AVENUE,
 CC0053'36 FEET EAST OF THE CENTER LINE OF SOUTH CRANE AVENUE, 55 FEET SOUTH
 CC0053'OF THE CENTER LINE OF WEST DWANE STREET, 29.4 FEET SOUTH OF A POWER
 CC0053'POLE, 11.2 FEET SOUTHEAST OF A TELEPHONE POLE, 2.1 FEET NORTH OF A
 CC0053'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CC0053'FOOT ABOVE THE GROUND.
 CC0053
 CC0053                          STATION RECOVERY (2001)
 CC0053
 CC0053'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0168 ***********************************************************************
 CC0168  DESIGNATION -  X 1065
 CC0168  PID         -  CC0168
 CC0168  STATE/COUNTY-  TX/WARD
 CC0168  USGS QUAD   -  7 L RANCH (1969)
 CC0168
 CC0168                         *CURRENT SURVEY CONTROL
 CC0168  ___________________________________________________________________
 CC0168* NAD 83(1986)-  31 27 55.     (N)    102 52 44.     (W)     SCALED    
 CC0168* NAVD 88     -       764.359  (meters)    2507.73   (feet)  ADJUSTED  
 CC0168  ___________________________________________________________________
 CC0168  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CC0168  DYNAMIC HT  -         763.291 (meters)    2504.23  (feet)  COMP
 CC0168  MODELED GRAV-     979,217.0   (mgal)                       NAVD 88
 CC0168
 CC0168  VERT ORDER  -  FIRST     CLASS II
 CC0168
 CC0168.The horizontal coordinates were scaled from a topographic map and have
 CC0168.an estimated accuracy of +/- 6 seconds.
 CC0168
 CC0168.The orthometric height was determined by differential leveling
 CC0168.and adjusted by the National Geodetic Survey in June 1991..
 CC0168
 CC0168.The geoid height was determined by GEOID03.
 CC0168
 CC0168.The dynamic height is computed by dividing the NAVD 88
 CC0168.geopotential number by the normal gravity value computed on the
 CC0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0168.degrees latitude (g = 980.6199 gals.).
 CC0168
 CC0168.The modeled gravity was interpolated from observed gravity values.
 CC0168
 CC0168;                    North         East    Units  Estimated Accuracy
 CC0168;SPC TX C     - 3,202,160.      458,120.      MT  (+/- 180 meters Scaled)
 CC0168
 CC0168                          SUPERSEDED SURVEY CONTROL
 CC0168
 CC0168  NGVD 29 (??/??/92)  764.059  (m)         2506.75   (f) ADJ UNCH    1 2
 CC0168
 CC0168.Superseded values are not recommended for survey control.
 CC0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0168.See file dsdata.txt to determine how the superseded data were derived.
 CC0168
 CC0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ015831(NAD 83)
 CC0168_MARKER: DB = BENCH MARK DISK
 CC0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0168_STAMPING: X 1065 1956
 CC0168_MARK LOGO: CGS   
 CC0168_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0168+STABILITY: SURFACE MOTION
 CC0168
 CC0168  HISTORY     - Date     Condition        Report By
 CC0168  HISTORY     - 1956     MONUMENTED       CGS
 CC0168  HISTORY     - 1958     GOOD             NGS
 CC0168  HISTORY     - 1981     GOOD             NGS
 CC0168
 CC0168                          STATION DESCRIPTION
 CC0168
 CC0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0168'9.0 MI S FROM MONAHANS.
 CC0168'ABOUT 9.0 MILES SOUTH ALONG STATE HIGHWAY 82 FROM THE TEXAS AND
 CC0168'PACIFIC RAILROAD STATION AT MONAHANS, ABOUT 9.0 MILES NORTH OF THE
 CC0168'FIRST BAPTIST CHURCH AT GRANDFALLS, 53 FEET EAST-NORTHEAST OF THE
 CC0168'CENTER LINE OF THE HIGHWAY, 158 FEET NORTH-NORTHWEST OF THE CENTER
 CC0168'LINE OF A DIRT ROAD LEADING EAST TO THE KING AND ESTES RANCHES, 129
 CC0168'FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE, 2 FEET
 CC0168'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 CC0168'POST PROJECTING 6 INCHES.
 CC0168
 CC0168                          STATION RECOVERY (1981)
 CC0168
 CC0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0168'12.3 KM (7.65 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0168'WITH INTERSTATE HIGHWAY 20 IN MONAHANS, 48.2 METERS (158.0 FT)
 CC0168'NORTH-NORTHWEST OF THE CENTER OF A DIRT ROAD LEADING EAST TO THE
 CC0168'WARREN MONAHANS GULF OIL PLANT, 39.3 METERS (129.0 FT) NORTH-NORTHWEST
 CC0168'OF A FENCE CORNER, 26.4 METERS SOUTH-SOUTHEAST OF A FENCE CORNER,
 CC0168'24.9 METERS (81.7 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 CC0168'AND 0.5 METER (1.5 FT) EAST-NORTHEAST OF A FENCE.
 CC0168'THE MARK IS 0.6 METERS  ENE FROM A WITNESS POST.
 CC0168'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0611 ***********************************************************************
 CD0611  DESIGNATION -  X 1066
 CD0611  PID         -  CD0611
 CD0611  STATE/COUNTY-  TX/HUDSPETH
 CD0611  USGS QUAD   -  SMALL (1972)
 CD0611
 CD0611                         *CURRENT SURVEY CONTROL
 CD0611  ___________________________________________________________________
 CD0611* NAD 83(1986)-  31 16 03.     (N)    105 32 04.     (W)     SCALED    
 CD0611* NAVD 88     -      1264.023  (meters)    4147.05   (feet)  ADJUSTED  
 CD0611  ___________________________________________________________________
 CD0611  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CD0611  DYNAMIC HT  -        1262.030 (meters)    4140.51  (feet)  COMP
 CD0611  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 CD0611
 CD0611  VERT ORDER  -  FIRST     CLASS II
 CD0611
 CD0611.The horizontal coordinates were scaled from a topographic map and have
 CD0611.an estimated accuracy of +/- 6 seconds.
 CD0611
 CD0611.The orthometric height was determined by differential leveling
 CD0611.and adjusted by the National Geodetic Survey in June 1991..
 CD0611
 CD0611.The geoid height was determined by GEOID03.
 CD0611
 CD0611.The dynamic height is computed by dividing the NAVD 88
 CD0611.geopotential number by the normal gravity value computed on the
 CD0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0611.degrees latitude (g = 980.6199 gals.).
 CD0611
 CD0611.The modeled gravity was interpolated from observed gravity values.
 CD0611
 CD0611;                    North         East    Units  Estimated Accuracy
 CD0611;SPC TX C     - 3,189,040.      204,900.      MT  (+/- 180 meters Scaled)
 CD0611
 CD0611                          SUPERSEDED SURVEY CONTROL
 CD0611
 CD0611  NGVD 29 (??/??/92) 1263.444  (m)         4145.15   (f) ADJ UNCH    1 2
 CD0611
 CD0611.Superseded values are not recommended for survey control.
 CD0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0611.See file dsdata.txt to determine how the superseded data were derived.
 CD0611
 CD0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ491593(NAD 83)
 CD0611_MARKER: DB = BENCH MARK DISK
 CD0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0611_SP_SET: ABUTMENT
 CD0611_STAMPING: X 1066 1956
 CD0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0611
 CD0611  HISTORY     - Date     Condition        Report By
 CD0611  HISTORY     - 1956     MONUMENTED       CGS
 CD0611
 CD0611                          STATION DESCRIPTION
 CD0611
 CD0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0611'5.8 MI E FROM FINALY.
 CD0611'5.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0611'SECTION FOREMANS HOUSE AT FINLAY, 1.2 MILES EAST OF THE STATION SIGN
 CD0611'AT SMALL, 6.2 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF
 CD0611'THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE 752.78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0102 ***********************************************************************
 CD0102  DESIGNATION -  X 1068
 CD0102  PID         -  CD0102
 CD0102  STATE/COUNTY-  TX/CULBERSON
 CD0102  USGS QUAD   -  KENT (1970)
 CD0102
 CD0102                         *CURRENT SURVEY CONTROL
 CD0102  ___________________________________________________________________
 CD0102* NAD 83(1986)-  31 04 06.     (N)    104 13 27.     (W)     SCALED    
 CD0102* NAVD 88     -      1288.683  (meters)    4227.95   (feet)  ADJUSTED  
 CD0102  ___________________________________________________________________
 CD0102  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 CD0102  DYNAMIC HT  -        1286.679 (meters)    4221.38  (feet)  COMP
 CD0102  MODELED GRAV-     979,040.7   (mgal)                       NAVD 88
 CD0102
 CD0102  VERT ORDER  -  FIRST     CLASS II
 CD0102
 CD0102.The horizontal coordinates were scaled from a topographic map and have
 CD0102.an estimated accuracy of +/- 6 seconds.
 CD0102
 CD0102.The orthometric height was determined by differential leveling
 CD0102.and adjusted by the National Geodetic Survey in June 1991..
 CD0102
 CD0102.The geoid height was determined by GEOID03.
 CD0102
 CD0102.The dynamic height is computed by dividing the NAVD 88
 CD0102.geopotential number by the normal gravity value computed on the
 CD0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0102.degrees latitude (g = 980.6199 gals.).
 CD0102
 CD0102.The modeled gravity was interpolated from observed gravity values.
 CD0102
 CD0102;                    North         East    Units  Estimated Accuracy
 CD0102;SPC TX C     - 3,161,870.      328,790.      MT  (+/- 180 meters Scaled)
 CD0102
 CD0102                          SUPERSEDED SURVEY CONTROL
 CD0102
 CD0102  NGVD 29 (??/??/92) 1288.184  (m)         4226.32   (f) ADJ UNCH    1 2
 CD0102
 CD0102.Superseded values are not recommended for survey control.
 CD0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0102.See file dsdata.txt to determine how the superseded data were derived.
 CD0102
 CD0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ740374(NAD 83)
 CD0102_MARKER: DB = BENCH MARK DISK
 CD0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0102_STAMPING: X 1068 1956
 CD0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0102+STABILITY: SURFACE MOTION
 CD0102
 CD0102  HISTORY     - Date     Condition        Report By
 CD0102  HISTORY     - 1956     MONUMENTED       CGS
 CD0102
 CD0102                          STATION DESCRIPTION
 CD0102
 CD0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0102'0.45 MI W FROM KENT.
 CD0102'0.45 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0102'AT KENT, AT THE SOUTHEAST CORNER OF THE KENT AIRPORT, AT THE ENTRANCE
 CD0102'TO THE AIRPORT, 4 1/2 POLES EAST OF MILEPOST 699, 182 YARDS SOUTH OF
 CD0102'THE CENTER LINE OF THE EAST AND WEST RUNWAY, 49 FEET NORTH OF THE
 CD0102'NORTH RAIL OF THE MAIN TRACK, 18 FEET SOUTHWEST OF THE EXTENDED CENTER
 CD0102'LINE OF THE NORTHWEST AND SOUTHEAST RUNWAY, 11.3 FEET NORTH OF A
 CD0102'TELEPHONE POLE, 16.5 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD,
 CD0102'2.8 FEET NORTH OF A FENCE, 2.7 FEET WEST OF A FENCE, 3 FEET SOUTHWEST
 CD0102'OF A WITNESS POST, 18 YARDS EAST OF THE EXTENDED CENTER LINE OF THE
 CD0102'NORTH AND SOUTH RUNWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 CD0102'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0190 ***********************************************************************
 CD0190  DESIGNATION -  X 1069
 CD0190  PID         -  CD0190
 CD0190  STATE/COUNTY-  TX/CULBERSON
 CD0190  USGS QUAD   -  WILD HORSE (1979)
 CD0190
 CD0190                         *CURRENT SURVEY CONTROL
 CD0190  ___________________________________________________________________
 CD0190* NAD 83(1986)-  31 03 04.     (N)    104 41 58.     (W)     SCALED    
 CD0190* NAVD 88     -      1174.534  (meters)    3853.45   (feet)  ADJUSTED  
 CD0190  ___________________________________________________________________
 CD0190  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CD0190  DYNAMIC HT  -        1172.700 (meters)    3847.43  (feet)  COMP
 CD0190  MODELED GRAV-     979,038.8   (mgal)                       NAVD 88
 CD0190
 CD0190  VERT ORDER  -  FIRST     CLASS II
 CD0190
 CD0190.The horizontal coordinates were scaled from a topographic map and have
 CD0190.an estimated accuracy of +/- 6 seconds.
 CD0190
 CD0190.The orthometric height was determined by differential leveling
 CD0190.and adjusted by the National Geodetic Survey in June 1991..
 CD0190.WARNING-Repeat measurements at this control monument indicate possible
 CD0190.vertical movement.
 CD0190
 CD0190.The geoid height was determined by GEOID03.
 CD0190
 CD0190.The dynamic height is computed by dividing the NAVD 88
 CD0190.geopotential number by the normal gravity value computed on the
 CD0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0190.degrees latitude (g = 980.6199 gals.).
 CD0190
 CD0190.The modeled gravity was interpolated from observed gravity values.
 CD0190
 CD0190;                    North         East    Units  Estimated Accuracy
 CD0190;SPC TX C     - 3,161,650.      283,400.      MT  (+/- 180 meters Scaled)
 CD0190
 CD0190                          SUPERSEDED SURVEY CONTROL
 CD0190
 CD0190  NGVD 29 (??/??/92) 1174.045  (m)         3851.85   (f) ADJ UNCH    1 2
 CD0190
 CD0190.Superseded values are not recommended for survey control.
 CD0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0190.See file dsdata.txt to determine how the superseded data were derived.
 CD0190
 CD0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ286353(NAD 83)
 CD0190_MARKER: DB = BENCH MARK DISK
 CD0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0190_STAMPING: X 1069 1956
 CD0190_PROJECTION: FLUSH
 CD0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0190+STABILITY: SURFACE MOTION
 CD0190
 CD0190  HISTORY     - Date     Condition        Report By
 CD0190  HISTORY     - 1956     MONUMENTED       CGS
 CD0190  HISTORY     - 1981     GOOD             NGS
 CD0190
 CD0190                          STATION DESCRIPTION
 CD0190
 CD0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0190'8.45 MI W FROM PLATEAU.
 CD0190'8.45 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0190'FOREMANS HOUSE AT PLATEAU, AT A ROAD CROSSING, 69.5 FEET SOUTH OF THE
 CD0190'SOUTH RAIL OF THE MAIN TRACK, 56 FEET SOUTH OF THE SOUTH RAIL OF A
 CD0190'SIDE TRACK, 114 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 52
 CD0190'FEET EAST OF A FENCE CORNER, 2.2 FEET NORTH OF A FENCE, 2.4 FEET WEST
 CD0190'OF A WITNESS POST, 1.0 MILE EAST OF BENCH MARK Y 1069, SET IN THE TOP
 CD0190'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0190
 CD0190                          STATION RECOVERY (1981)
 CD0190
 CD0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0190'12.7 KM (7.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0190'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.4 MI)
 CD0190'NORTH ALONG A DIRT ROAD, AT THE CROSSING OF THE MISSOURI PACIFIC
 CD0190'RAILROAD, 34.7 METERS (114.0 FT) EAST OF THE CENTER OF THE ROAD,
 CD0190'22.6 METERS (74.0 FT) EAST OF A FENCE CORNER, 16.9 METERS (55.5 FT)
 CD0190'SOUTH OF THE NEAR RAIL, 0.6 METER (2.0 FT) NORTH OF A FENCE, AND
 CD0190'0.6 METER (2.0 FT) WEST OF A 4X4 INCH WOODEN WITNESS POST.
 CD0190'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CD0190'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0223 ***********************************************************************
 CD0223  DESIGNATION -  X 1070
 CD0223  PID         -  CD0223
 CD0223  STATE/COUNTY-  TX/HUDSPETH
 CD0223  USGS QUAD   -  HACKETT PEAK (1964)
 CD0223
 CD0223                         *CURRENT SURVEY CONTROL
 CD0223  ___________________________________________________________________
 CD0223* NAD 83(1986)-  31 04 11.     (N)    104 58 25.     (W)     SCALED    
 CD0223* NAVD 88     -      1400.059  (meters)    4593.36   (feet)  ADJUSTED  
 CD0223  ___________________________________________________________________
 CD0223  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0223  DYNAMIC HT  -        1397.818 (meters)    4586.01  (feet)  COMP
 CD0223  MODELED GRAV-     978,990.8   (mgal)                       NAVD 88
 CD0223
 CD0223  VERT ORDER  -  FIRST     CLASS II
 CD0223
 CD0223.The horizontal coordinates were scaled from a topographic map and have
 CD0223.an estimated accuracy of +/- 6 seconds.
 CD0223
 CD0223.The orthometric height was determined by differential leveling
 CD0223.and adjusted by the National Geodetic Survey in June 1991..
 CD0223
 CD0223.The geoid height was determined by GEOID03.
 CD0223
 CD0223.The dynamic height is computed by dividing the NAVD 88
 CD0223.geopotential number by the normal gravity value computed on the
 CD0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0223.degrees latitude (g = 980.6199 gals.).
 CD0223
 CD0223.The modeled gravity was interpolated from observed gravity values.
 CD0223
 CD0223;                    North         East    Units  Estimated Accuracy
 CD0223;SPC TX C     - 3,164,770.      257,340.      MT  (+/- 180 meters Scaled)
 CD0223
 CD0223                          SUPERSEDED SURVEY CONTROL
 CD0223
 CD0223  NGVD 29 (??/??/92) 1399.481  (m)         4591.46   (f) ADJ UNCH    1 2
 CD0223
 CD0223.Superseded values are not recommended for survey control.
 CD0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0223.See file dsdata.txt to determine how the superseded data were derived.
 CD0223
 CD0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ025373(NAD 83)
 CD0223_MARKER: DB = BENCH MARK DISK
 CD0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0223_SP_SET: CULVERT
 CD0223_STAMPING: X 1070 1956
 CD0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0223
 CD0223  HISTORY     - Date     Condition        Report By
 CD0223  HISTORY     - 1956     MONUMENTED       CGS
 CD0223
 CD0223                          STATION DESCRIPTION
 CD0223
 CD0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0223'1.75 MI E FROM ALLAMORE.
 CD0223'1.75 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0223'FOREMANS HOUSE AT ALLAMORE, AT THE WEST END OF THE RUNWAY AT THE
 CD0223'GIFFORD HILL AIRPORT, 207 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 CD0223'TRACK, 16 FEET NORTH OF THE CENTER LINE OF OLD U.S. HIGHWAY 80, 32
 CD0223'YARDS SOUTH OF THE EXTENDED CENTER LINE OF THE RUNWAY, 4 FEET BELOW
 CD0223'THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF THE NORTH
 CD0223'HEADWALL OF A CONCRETE CULVERT UNDER THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0563 ***********************************************************************
 CD0563  DESIGNATION -  X 1071
 CD0563  PID         -  CD0563
 CD0563  STATE/COUNTY-  TX/HUDSPETH
 CD0563  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0563
 CD0563                         *CURRENT SURVEY CONTROL
 CD0563  ___________________________________________________________________
 CD0563* NAD 83(1986)-  31 10 35.     (N)    105 21 36.     (W)     SCALED    
 CD0563* NAVD 88     -      1379.809  (meters)    4526.92   (feet)  ADJUSTED  
 CD0563  ___________________________________________________________________
 CD0563  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CD0563  DYNAMIC HT  -        1377.599 (meters)    4519.67  (feet)  COMP
 CD0563  MODELED GRAV-     978,990.2   (mgal)                       NAVD 88
 CD0563
 CD0563  VERT ORDER  -  FIRST     CLASS II
 CD0563
 CD0563.The horizontal coordinates were scaled from a topographic map and have
 CD0563.an estimated accuracy of +/- 6 seconds.
 CD0563
 CD0563.The orthometric height was determined by differential leveling
 CD0563.and adjusted by the National Geodetic Survey in June 1991..
 CD0563
 CD0563.The geoid height was determined by GEOID03.
 CD0563
 CD0563.The dynamic height is computed by dividing the NAVD 88
 CD0563.geopotential number by the normal gravity value computed on the
 CD0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0563.degrees latitude (g = 980.6199 gals.).
 CD0563
 CD0563.The modeled gravity was interpolated from observed gravity values.
 CD0563
 CD0563;                    North         East    Units  Estimated Accuracy
 CD0563;SPC TX C     - 3,178,180.      221,040.      MT  (+/- 180 meters Scaled)
 CD0563
 CD0563                          SUPERSEDED SURVEY CONTROL
 CD0563
 CD0563  NGVD 29 (??/??/92) 1379.209  (m)         4524.95   (f) ADJ UNCH    1 2
 CD0563
 CD0563.Superseded values are not recommended for survey control.
 CD0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0563.See file dsdata.txt to determine how the superseded data were derived.
 CD0563
 CD0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ656492(NAD 83)
 CD0563_MARKER: DB = BENCH MARK DISK
 CD0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0563_STAMPING: X 1071 1956
 CD0563_PROJECTION: PROJECTING 3 CENTIMETERS
 CD0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0563+STABILITY: SURFACE MOTION
 CD0563
 CD0563  HISTORY     - Date     Condition        Report By
 CD0563  HISTORY     - 1956     MONUMENTED       CGS
 CD0563  HISTORY     - 1981     GOOD             NGS
 CD0563
 CD0563                          STATION DESCRIPTION
 CD0563
 CD0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0563'0.15 MI W FROM SIERRA BLANCA.
 CD0563'0.15 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0563'STATION AT SIERRA BLANCA, 71.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 CD0563'MAIN TRACK, 18 FEET SOUTH OF THE 4TH POLE WEST OF MILEPOST 737, 24
 CD0563'FEET NORTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 CD0563'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CD0563
 CD0563                          STATION RECOVERY (1981)
 CD0563
 CD0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0563'IN SIERRA BLANCA, 0.2 KM (0.15 MI) NORTHWEST OF THE RAILROAD STATION,
 CD0563'0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 737, 21.8 METERS (71.5 FT)
 CD0563'SOUTH OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 16.3 METERS
 CD0563'(53.5 FT) WEST-NORTHWEST OF  UTILITY POLE NUMBER 3-28 7.
 CD0563'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 CD0563'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0023 ***********************************************************************
 CE0023  DESIGNATION -  X 1072
 CE0023  PID         -  CE0023
 CE0023  STATE/COUNTY-  TX/EL PASO
 CE0023  USGS QUAD   -  YSLETA (1994)
 CE0023
 CE0023                         *CURRENT SURVEY CONTROL
 CE0023  ___________________________________________________________________
 CE0023* NAD 83(1986)-  31 37 57.     (N)    106 15 51.     (W)     SCALED    
 CE0023* NAVD 88     -      1112.833  (meters)    3651.02   (feet)  ADJUSTED  
 CE0023  ___________________________________________________________________
 CE0023  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0023  DYNAMIC HT  -        1111.143 (meters)    3645.47  (feet)  COMP
 CE0023  MODELED GRAV-     979,083.8   (mgal)                       NAVD 88
 CE0023
 CE0023  VERT ORDER  -  FIRST     CLASS II
 CE0023
 CE0023.The horizontal coordinates were scaled from a topographic map and have
 CE0023.an estimated accuracy of +/- 6 seconds.
 CE0023
 CE0023.The orthometric height was determined by differential leveling
 CE0023.and adjusted by the National Geodetic Survey in June 1991..
 CE0023
 CE0023.The geoid height was determined by GEOID03.
 CE0023
 CE0023.The dynamic height is computed by dividing the NAVD 88
 CE0023.geopotential number by the normal gravity value computed on the
 CE0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0023.degrees latitude (g = 980.6199 gals.).
 CE0023
 CE0023.The modeled gravity was interpolated from observed gravity values.
 CE0023
 CE0023;                    North         East    Units  Estimated Accuracy
 CE0023;SPC TX C     - 3,232,920.      137,650.      MT  (+/- 180 meters Scaled)
 CE0023
 CE0023                          SUPERSEDED SURVEY CONTROL
 CE0023
 CE0023  NGVD 29 (??/??/92) 1112.286  (m)         3649.22   (f) ADJ UNCH    1 2
 CE0023
 CE0023.Superseded values are not recommended for survey control.
 CE0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0023.See file dsdata.txt to determine how the superseded data were derived.
 CE0023
 CE0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR801003(NAD 83)
 CE0023_MARKER: DB = BENCH MARK DISK
 CE0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0023_STAMPING: X 1072 1956
 CE0023_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0023+STABILITY: SURFACE MOTION
 CE0023
 CE0023  HISTORY     - Date     Condition        Report By
 CE0023  HISTORY     - 1956     MONUMENTED       CGS
 CE0023  HISTORY     - 1981     GOOD             NGS
 CE0023
 CE0023                          STATION DESCRIPTION
 CE0023
 CE0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0023'3.7 MI NW FROM CLINT.
 CE0023'3.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0023'STATION AT CLINT, AT A DIRT ROAD CROSSING, 87 FEET SOUTHEAST OF
 CE0023'MILEPOST 811, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 76 FEET
 CE0023'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, IN LINE WITH A ROW OF
 CE0023'TELEPHONE POLES, 1.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 CE0023'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CE0023
 CE0023                          STATION RECOVERY (1981)
 CE0023
 CE0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0023'12.1 KM (7.5 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0023'OFFICE IN FABENS, THENCE 0.6 KM (0.4 MI) NORTHEAST ALONG FARM ROAD
 CE0023'1110, THENCE 6.0 KM (3.7 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CE0023'RAILROAD, AT A PAVED ROAD CROSSING, 25.4 METERS (83.5 FT) SOUTHEAST
 CE0023'OF MILEPOST 811, 22.1 METERS (72.5 FT) SOUTHEAST OF THE CENTERLINE
 CE0023'OF THE ROAD, 17.6 METERS (57.5 FT) SOUTH OF A RAILROAD CROSSING SIGN
 CE0023'AND 12.2 METERS (40.0 FT) SOUTHWEST OF THE NEAR RAIL.
 CE0023'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CE0023'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0655 ***********************************************************************
 CD0655  DESIGNATION -  X 1073
 CD0655  PID         -  CD0655
 CD0655  STATE/COUNTY-  TX/HUDSPETH
 CD0655  USGS QUAD   -  FORT HANCOCK NW (1972)
 CD0655
 CD0655                         *CURRENT SURVEY CONTROL
 CD0655  ___________________________________________________________________
 CD0655* NAD 83(1986)-  31 23 10.     (N)    105 56 57.     (W)     SCALED    
 CD0655* NAVD 88     -      1123.260  (meters)    3685.23   (feet)  ADJUSTED  
 CD0655  ___________________________________________________________________
 CD0655  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CD0655  DYNAMIC HT  -        1121.496 (meters)    3679.44  (feet)  COMP
 CD0655  MODELED GRAV-     979,032.2   (mgal)                       NAVD 88
 CD0655
 CD0655  VERT ORDER  -  FIRST     CLASS II
 CD0655
 CD0655.The horizontal coordinates were scaled from a topographic map and have
 CD0655.an estimated accuracy of +/- 6 seconds.
 CD0655
 CD0655.The orthometric height was determined by differential leveling
 CD0655.and adjusted by the National Geodetic Survey in June 1991..
 CD0655
 CD0655.The geoid height was determined by GEOID03.
 CD0655
 CD0655.The dynamic height is computed by dividing the NAVD 88
 CD0655.geopotential number by the normal gravity value computed on the
 CD0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0655.degrees latitude (g = 980.6199 gals.).
 CD0655
 CD0655.The modeled gravity was interpolated from observed gravity values.
 CD0655
 CD0655;                    North         East    Units  Estimated Accuracy
 CD0655;SPC TX C     - 3,204,090.      166,120.      MT  (+/- 180 meters Scaled)
 CD0655
 CD0655                          SUPERSEDED SURVEY CONTROL
 CD0655
 CD0655  NGVD 29 (??/??/92) 1122.662  (m)         3683.27   (f) ADJ UNCH    1 2
 CD0655
 CD0655.Superseded values are not recommended for survey control.
 CD0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0655.See file dsdata.txt to determine how the superseded data were derived.
 CD0655
 CD0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ097727(NAD 83)
 CD0655_MARKER: DB = BENCH MARK DISK
 CD0655_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0655_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0655_STAMPING: X 1073 1956
 CD0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0655
 CD0655  HISTORY     - Date     Condition        Report By
 CD0655  HISTORY     - 1956     MONUMENTED       CGS
 CD0655
 CD0655                          STATION DESCRIPTION
 CD0655
 CD0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0655'8.8 MI NW FROM FORT HANCOCK.
 CD0655'8.8 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0655'STATION AT FORT HANCOCK, AT THE EAST END OF A CUT, 45.2 FEET EAST OF
 CD0655'MILEPOST 785, IN LINE WITH A ROW OF TELEPHONE POLES, 38.2 FEET SOUTH
 CD0655'OF THE SOUTH RAIL, 11.2 FEET NORTH OF A FENCE, 1 FOOT EAST OF A
 CD0655'WITNESS POST, 1.0 MILE SOUTHEAST OF BENCH MARK Y 1073, SET IN THE TOP
 CD0655'OF A 4 INCH CONCRETE PIPE WHICH IS FILLED WITH CONCRETE AND PROJECTS
 CD0655'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0623 ***********************************************************************
 CD0623  DESIGNATION -  X 1074
 CD0623  PID         -  CD0623
 CD0623  STATE/COUNTY-  TX/HUDSPETH
 CD0623  USGS QUAD   -  CAMPO GRANDE MOUNTAIN (1972)
 CD0623
 CD0623                         *CURRENT SURVEY CONTROL
 CD0623  ___________________________________________________________________
 CD0623* NAD 83(1986)-  31 15 42.     (N)    105 40 05.     (W)     SCALED    
 CD0623* NAVD 88     -      1186.001  (meters)    3891.07   (feet)  ADJUSTED  
 CD0623  ___________________________________________________________________
 CD0623  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CD0623  DYNAMIC HT  -        1184.136 (meters)    3884.95  (feet)  COMP
 CD0623  MODELED GRAV-     979,027.6   (mgal)                       NAVD 88
 CD0623
 CD0623  VERT ORDER  -  FIRST     CLASS II
 CD0623
 CD0623.The horizontal coordinates were scaled from a topographic map and have
 CD0623.an estimated accuracy of +/- 6 seconds.
 CD0623
 CD0623.The orthometric height was determined by differential leveling
 CD0623.and adjusted by the National Geodetic Survey in June 1991..
 CD0623
 CD0623.The geoid height was determined by GEOID03.
 CD0623
 CD0623.The dynamic height is computed by dividing the NAVD 88
 CD0623.geopotential number by the normal gravity value computed on the
 CD0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0623.degrees latitude (g = 980.6199 gals.).
 CD0623
 CD0623.The modeled gravity was interpolated from observed gravity values.
 CD0623
 CD0623;                    North         East    Units  Estimated Accuracy
 CD0623;SPC TX C     - 3,188,990.      192,160.      MT  (+/- 180 meters Scaled)
 CD0623
 CD0623                          SUPERSEDED SURVEY CONTROL
 CD0623
 CD0623  NGVD 29 (??/??/92) 1185.428  (m)         3889.19   (f) ADJ UNCH    1 2
 CD0623
 CD0623.Superseded values are not recommended for survey control.
 CD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0623.See file dsdata.txt to determine how the superseded data were derived.
 CD0623
 CD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ363587(NAD 83)
 CD0623_MARKER: DB = BENCH MARK DISK
 CD0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0623_STAMPING: X 1074 1956
 CD0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0623+STABILITY: SURFACE MOTION
 CD0623
 CD0623  HISTORY     - Date     Condition        Report By
 CD0623  HISTORY     - 1956     MONUMENTED       CGS
 CD0623  HISTORY     - 1972     MARK NOT FOUND   USGS
 CD0623
 CD0623                          STATION DESCRIPTION
 CD0623
 CD0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0623'2.45 MI W FROM FINLAY.
 CD0623'2.45 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0623'SECTION FOREMANS HOUSE AT FINLAY, AT THE WEST END OF A CUT, 76 FEET
 CD0623'SOUTH OF THE SOUTH RAIL, 11.8 FEET NORTH OF THE 2ND POLE EAST OF
 CD0623'MILEPOST 761, 47 FEET NORTH OF A FENCE, 1 FOOT WEST OF A WITNESS POST,
 CD0623'SET IN THE TOP OF A 4 INCH CONCRETE PIPE WHICH IS FILLED WITH
 CD0623'CONCRETE, 0.6 FOOT ABOVE THE GROUND.
 CD0623
 CD0623                          STATION RECOVERY (1972)
 CD0623
 CD0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CD0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1207 ***********************************************************************
 AY1207  DESIGNATION -  X 1075
 AY1207  PID         -  AY1207
 AY1207  STATE/COUNTY-  TX/FRIO
 AY1207  USGS QUAD   -  MOORE (1982)
 AY1207
 AY1207                         *CURRENT SURVEY CONTROL
 AY1207  ___________________________________________________________________
 AY1207* NAD 83(1986)-  29 02 15.     (N)    099 01 59.     (W)     SCALED    
 AY1207* NAVD 88     -       225.314  (meters)     739.22   (feet)  ADJUSTED  
 AY1207  ___________________________________________________________________
 AY1207  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AY1207  DYNAMIC HT  -         224.991 (meters)     738.16  (feet)  COMP
 AY1207  MODELED GRAV-     979,201.5   (mgal)                       NAVD 88
 AY1207
 AY1207  VERT ORDER  -  FIRST     CLASS II
 AY1207
 AY1207.The horizontal coordinates were scaled from a topographic map and have
 AY1207.an estimated accuracy of +/- 6 seconds.
 AY1207
 AY1207.The orthometric height was determined by differential leveling
 AY1207.and adjusted by the National Geodetic Survey in June 1991..
 AY1207
 AY1207.The geoid height was determined by GEOID03.
 AY1207
 AY1207.The dynamic height is computed by dividing the NAVD 88
 AY1207.geopotential number by the normal gravity value computed on the
 AY1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1207.degrees latitude (g = 980.6199 gals.).
 AY1207
 AY1207.The modeled gravity was interpolated from observed gravity values.
 AY1207
 AY1207;                    North         East    Units  Estimated Accuracy
 AY1207;SPC TXSC     - 4,133,460.      596,780.      MT  (+/- 180 meters Scaled)
 AY1207
 AY1207                          SUPERSEDED SURVEY CONTROL
 AY1207
 AY1207  NGVD 29 (??/??/92)  225.193  (m)          738.82   (f) ADJ UNCH    1 2
 AY1207
 AY1207.Superseded values are not recommended for survey control.
 AY1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1207.See file dsdata.txt to determine how the superseded data were derived.
 AY1207
 AY1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT967121(NAD 83)
 AY1207_MARKER: DB = BENCH MARK DISK
 AY1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1207_STAMPING: X 1075 1956
 AY1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1207+STABILITY: SURFACE MOTION
 AY1207
 AY1207  HISTORY     - Date     Condition        Report By
 AY1207  HISTORY     - 1956     MONUMENTED       CGS
 AY1207  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AY1207
 AY1207                          STATION DESCRIPTION
 AY1207
 AY1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY1207'1.95 MI SW FROM MOORE.
 AY1207'1.95 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY1207'RAILROAD FROM THE POST OFFICE AT MOORE, 2 RAILS NORTHEAST OF THE
 AY1207'NORTHEAST END OF A CUT, 133 FEET NORTH OF THE 1ST POLE NORTHEAST OF
 AY1207'MILEPOST 302, 51 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.3 FEET
 AY1207'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1207'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1207
 AY1207                          STATION RECOVERY (1996)
 AY1207
 AY1207'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0256 ***********************************************************************
 AO0256  DESIGNATION -  X 1077
 AO0256  PID         -  AO0256
 AO0256  STATE/COUNTY-  TX/LA SALLE
 AO0256  USGS QUAD   -  COTULLA (1974)
 AO0256
 AO0256                         *CURRENT SURVEY CONTROL
 AO0256  ___________________________________________________________________
 AO0256* NAD 83(1993)-  28 27 14.48866(N)    099 13 07.21332(W)     ADJUSTED  
 AO0256* NAVD 88     -       139.193  (meters)     456.67   (feet)  ADJUSTED  
 AO0256  ___________________________________________________________________
 AO0256  X           -    -899,062.010 (meters)                     COMP
 AO0256  Y           -  -5,539,538.439 (meters)                     COMP
 AO0256  Z           -   3,020,892.555 (meters)                     COMP
 AO0256  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AO0256  ELLIP HEIGHT-         114.53  (meters)          (02/16/96) GPS OBS
 AO0256  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AO0256  DYNAMIC HT  -         138.983 (meters)     455.98  (feet)  COMP
 AO0256  MODELED GRAV-     979,139.4   (mgal)                       NAVD 88
 AO0256
 AO0256  HORZ ORDER  -  THIRD
 AO0256  VERT ORDER  -  FIRST     CLASS II
 AO0256  ELLP ORDER  -  FIFTH     CLASS I
 AO0256
 AO0256.This mark is at Cotulla-La Salle Co (COT) Airport (COT)
 AO0256
 AO0256.The horizontal coordinates were established by GPS observations
 AO0256.and adjusted by the National Geodetic Survey in February 1996..
 AO0256
 AO0256.The orthometric height was determined by differential leveling
 AO0256.and adjusted by the National Geodetic Survey in June 1991..
 AO0256.WARNING-Repeat measurements at this control monument indicate possible
 AO0256.vertical movement.
 AO0256
 AO0256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0256
 AO0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0256
 AO0256.The ellipsoidal height was determined by GPS observations
 AO0256.and is referenced to NAD 83.
 AO0256
 AO0256.The geoid height was determined by GEOID03.
 AO0256
 AO0256.The dynamic height is computed by dividing the NAVD 88
 AO0256.geopotential number by the normal gravity value computed on the
 AO0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0256.degrees latitude (g = 980.6199 gals.).
 AO0256
 AO0256.The modeled gravity was interpolated from observed gravity values.
 AO0256
 AO0256;                    North         East     Units Scale Factor Converg.
 AO0256;SPC TXSC     - 4,068,811.791   578,582.430   MT  0.99998046   -0 06 25.7
 AO0256;SPC TXSC     -13,349,093.35  1,898,232.52   sFT  0.99998046   -0 06 25.7
 AO0256;UTM  14      - 3,147,518.137   478,590.538   MT  0.99960566   -0 06 15.1
 AO0256
 AO0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0256!SPC TXSC     -   0.99998201  x   0.99998046  =   0.99996247
 AO0256!UTM  14      -   0.99998201  x   0.99960566  =   0.99958768
 AO0256
 AO0256|---------------------------------------------------------------------|
 AO0256| PID    Reference Object                     Distance      Geod. Az  |
 AO0256|                                                           dddmmss.s |
 AO0256| AO0793 COTPORT                             207.065 METERS 04539     |
 AO0256| AO0257 W 1077                               77.971 METERS 15150     |
 AO0256|---------------------------------------------------------------------|
 AO0256
 AO0256                          SUPERSEDED SURVEY CONTROL
 AO0256
 AO0256  NAD 83(1986)-  28 27 14.48594(N)    099 13 07.19072(W) AD(       ) 3
 AO0256  NGVD 29 (??/??/92)  139.073  (m)          456.28   (f) ADJ UNCH    1 2
 AO0256
 AO0256.Superseded values are not recommended for survey control.
 AO0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0256.See file dsdata.txt to determine how the superseded data were derived.
 AO0256
 AO0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7859147518(NAD 83)
 AO0256_MARKER: DB = BENCH MARK DISK
 AO0256_SETTING: 66 = SET IN ROCK OUTCROP
 AO0256_SP_SET: SANDSTONE OUTCROP
 AO0256_STAMPING: X 1077 1956
 AO0256_MARK LOGO: CGS   
 AO0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AO0256+STABILITY: POSITION/ELEVATION WELL
 AO0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0256+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1989
 AO0256
 AO0256  HISTORY     - Date     Condition        Report By
 AO0256  HISTORY     - 1956     MONUMENTED       CGS
 AO0256  HISTORY     - 1958     GOOD             NGS
 AO0256  HISTORY     - 1988     GOOD             USPSQD
 AO0256  HISTORY     - 19881202 GOOD             NGS
 AO0256  HISTORY     - 19890106 GOOD
 AO0256  HISTORY     - 19970816 GOOD             USPSQD
 AO0256
 AO0256                          STATION DESCRIPTION
 AO0256
 AO0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0256'1.6 MI NE FROM COTULLA.
 AO0256'1.1 MILES EAST ALONG FARM ROAD 97 FROM THE INTERNATIONAL AND GREAT
 AO0256'NORTHERN RAILROAD STATION AT COTULLA, THENCE 0.5 MILE NORTH ALONG A
 AO0256'GRAVELED ROAD, 100 FEET WEST OF THE SOUTHWEST CORNER OF THE
 AO0256'ADMINISTRATION BUILDING AT THE COTULLA AIRPORT, 263 FEET NORTHWEST OF
 AO0256'THE NORTHWEST LEG OF THE BEACON TOWER, 26 FEET SOUTHEAST OF THE
 AO0256'SOUTHEAST CORNER OF A 5X6 FOOT CONCRETE BLOCK PUMP HOUSE, FLUSH WITH
 AO0256'THE GROUND, SET IN THE TOP OF A HARD RED SANDSTONE OUTCROP.
 AO0256
 AO0256                          STATION RECOVERY (1958)
 AO0256
 AO0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0256'RECOVERED IN GOOD CONDITION.
 AO0256
 AO0256                          STATION RECOVERY (1988)
 AO0256
 AO0256'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0256'RECOVERED IN GOOD CONDITION.
 AO0256
 AO0256                          STATION RECOVERY (1988)
 AO0256
 AO0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AO0256'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF COTULLA, 1.1
 AO0256'KM (0.70 MI) NORTH OF STATE HIGHWAY 97, AT THE COTULLA MUNICIPAL
 AO0256'AIRPORT.  OWNERSHIP--CITY OF COTULLA, 117 NORTH FRONT STREET, COTULLA,
 AO0256'TEXAS 78014.  THE AIRPORT MANAGER IS HIJINIO MARTINEZ, AND IS MANAGED
 AO0256'BY THE INDUSTRIAL DEVELOPMENT CORPORATION, TELEPHONE 512-879-2369.
 AO0256'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AO0256'U.S. HIGHWAY 81 SOUTH (EXIT 68) NEAR THE NORTH EDGE OF COTULLA, GO
 AO0256'SOUTH ON U.S. HIGHWAY 81 FOR 1.58 KM (1.00 MI) TO ITS JUNCTION WITH
 AO0256'STATE HIGHWAY 97.  TURN LEFT AND GO WEST ON STATE HIGHWAY 97 FOR 1.36
 AO0256'KM (0.85 MI) TO FARM ROAD 624 ON THE RIGHT.  CONTINUE AHEAD ON STATE
 AO0256'HIGHWAY 97 FOR 0.56 KM (0.35 MI) TO A DIRT ROAD ON THE LEFT.  TURN
 AO0256'LEFT AND GO NORTH ON THE DIRT ROAD FOR 1.0 KM (0.60 MI) TO A GATE.
 AO0256'THE COMBINATION TO THE LOCK IS 3041.  PASS THROUGH THE GATE AND TURN
 AO0256'LEFT FOR 0.08 KM (0.05 MI) TO THE MARK ON THE RIGHT.
 AO0256'THE MARK IS SET FLUSH IN A DRILL HOLE IN A 1 BY 2 METER EXPOSED
 AO0256'SECTION OF SANDSTONE LEDGE THAT PROJECTS 2 CM.  IT IS 33.3 M
 AO0256'(109.3 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A SHINGLE-SIDED
 AO0256'BUILDING (OLD ADMINISTRATION BUILDING), 21.4 M (70.2 FT) NORTHWEST OF
 AO0256'A UTILITY POLE WITH A TRANSFORMER, 7.9 M (25.9 FT) SOUTHEAST OF THE
 AO0256'SOUTHEAST CORNER OF A PUMP HOUSE FOUNDATION, 5.0 M (16.4 FT)
 AO0256'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOST WESTERLY ONE OF TWO
 AO0256'WHITE METAL BUILDINGS, AND 2.0 M (6.6 FT) EAST OF A WITNESS POST.
 AO0256'DESCRIBED BY V.L. FERNANDES.
 AO0256
 AO0256                          STATION RECOVERY (1989)
 AO0256
 AO0256'RECOVERED 1989
 AO0256'RECOVERED IN GOOD CONDITION.
 AO0256
 AO0256                          STATION RECOVERY (1997)
 AO0256
 AO0256'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0291 ***********************************************************************
 AO0291  DESIGNATION -  X 1078
 AO0291  PID         -  AO0291
 AO0291  STATE/COUNTY-  TX/LA SALLE
 AO0291  USGS QUAD   -  ATLEE (1982)
 AO0291
 AO0291                         *CURRENT SURVEY CONTROL
 AO0291  ___________________________________________________________________
 AO0291* NAD 83(1986)-  28 08 09.     (N)    099 19 31.     (W)     SCALED    
 AO0291* NAVD 88     -       159.155  (meters)     522.16   (feet)  ADJUSTED  
 AO0291  ___________________________________________________________________
 AO0291  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AO0291  DYNAMIC HT  -         158.911 (meters)     521.36  (feet)  COMP
 AO0291  MODELED GRAV-     979,112.2   (mgal)                       NAVD 88
 AO0291
 AO0291  VERT ORDER  -  FIRST     CLASS II
 AO0291
 AO0291.The horizontal coordinates were scaled from a topographic map and have
 AO0291.an estimated accuracy of +/- 6 seconds.
 AO0291
 AO0291.The orthometric height was determined by differential leveling
 AO0291.and adjusted by the National Geodetic Survey in June 1991..
 AO0291
 AO0291.The geoid height was determined by GEOID03.
 AO0291
 AO0291.The dynamic height is computed by dividing the NAVD 88
 AO0291.geopotential number by the normal gravity value computed on the
 AO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0291.degrees latitude (g = 980.6199 gals.).
 AO0291
 AO0291.The modeled gravity was interpolated from observed gravity values.
 AO0291
 AO0291;                    North         East    Units  Estimated Accuracy
 AO0291;SPC TXSC     - 4,033,570.      568,040.      MT  (+/- 180 meters Scaled)
 AO0291
 AO0291                          SUPERSEDED SURVEY CONTROL
 AO0291
 AO0291  NGVD 29 (??/??/92)  159.032  (m)          521.76   (f) ADJ UNCH    1 2
 AO0291
 AO0291.Superseded values are not recommended for survey control.
 AO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0291.See file dsdata.txt to determine how the superseded data were derived.
 AO0291
 AO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS680122(NAD 83)
 AO0291_MARKER: DB = BENCH MARK DISK
 AO0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0291_STAMPING: X 1078 1956
 AO0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0291+STABILITY: SURFACE MOTION
 AO0291
 AO0291  HISTORY     - Date     Condition        Report By
 AO0291  HISTORY     - 1956     MONUMENTED       CGS
 AO0291  HISTORY     - 1958     GOOD             NGS
 AO0291
 AO0291                          STATION DESCRIPTION
 AO0291
 AO0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0291'6.75 MI N FROM ENCINAL.
 AO0291'6.75 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0291'FROM THE STATION AT ENCINAL, MIDWAY BETWEEN TWO CURVES IN THE
 AO0291'RAILROAD, 82.6 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 26
 AO0291'FEET EAST OF THE EAST RAIL, 14.5 FEET SOUTHWEST OF THE 2ND POLE NORTH
 AO0291'OF MILEPOST 367, 1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AO0291'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0291
 AO0291                          STATION RECOVERY (1958)
 AO0291
 AO0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0572 ***********************************************************************
 CA0572  DESIGNATION -  X 108
 CA0572  PID         -  CA0572
 CA0572  STATE/COUNTY-  TX/MCCULLOCH
 CA0572  USGS QUAD   -  MELVIN (1960)
 CA0572
 CA0572                         *CURRENT SURVEY CONTROL
 CA0572  ___________________________________________________________________
 CA0572* NAD 83(1986)-  31 10 32.     (N)    099 32 37.     (W)     SCALED    
 CA0572* NAVD 88     -       546.397  (meters)    1792.64   (feet)  POSTED    
 CA0572  ___________________________________________________________________
 CA0572  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CA0572  DYNAMIC HT  -         545.660 (meters)    1790.22  (feet)  COMP
 CA0572  MODELED GRAV-     979,270.2   (mgal)                       NAVD 88
 CA0572
 CA0572  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0572
 CA0572.The horizontal coordinates were scaled from a topographic map and have
 CA0572.an estimated accuracy of +/- 6 seconds.
 CA0572
 CA0572.The orthometric height was determined by differential leveling
 CA0572.and adjusted by the National Geodetic Survey in 1992..
 CA0572.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0572.rate of 0.0 thru 1.0 mm/km.
 CA0572
 CA0572.The geoid height was determined by GEOID03.
 CA0572
 CA0572.The dynamic height is computed by dividing the NAVD 88
 CA0572.geopotential number by the normal gravity value computed on the
 CA0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0572.degrees latitude (g = 980.6199 gals.).
 CA0572
 CA0572.The modeled gravity was interpolated from observed gravity values.
 CA0572
 CA0572;                    North         East    Units  Estimated Accuracy
 CA0572;SPC TX C     - 3,167,540.      775,270.      MT  (+/- 180 meters Scaled)
 CA0572
 CA0572                          SUPERSEDED SURVEY CONTROL
 CA0572
 CA0572  NGVD 29 (??/??/92)  546.33   (m)         1792.4    (f) COMPUTED    1 2
 CA0572
 CA0572.Superseded values are not recommended for survey control.
 CA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0572.See file dsdata.txt to determine how the superseded data were derived.
 CA0572
 CA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV481491(NAD 83)
 CA0572_MARKER: DB = BENCH MARK DISK
 CA0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0572_SP_SET: MONUMENT
 CA0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0572
 CA0572  HISTORY     - Date     Condition        Report By
 CA0572  HISTORY     - UNK      MONUMENTED       CGS
 CA0572  HISTORY     - 1933     GOOD             NGS
 CA0572  HISTORY     - 1935     GOOD             NGS
 CA0572  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CA0572
 CA0572                          STATION DESCRIPTION
 CA0572
 CA0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0572'2.2 MI W FROM WHITELAND.
 CA0572'AT EAST CORNER OF GROUP OF BUILDINGS, ABOUT 300 FEET WEST OF M.P. 79,
 CA0572'152 FEET SOUTH OF CENTERLINE OF R.R., 2 FEET OUTSIDE OF RIGHT OF WAY.
 CA0572
 CA0572                          STATION RECOVERY (1935)
 CA0572
 CA0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0572'RECOVERED IN GOOD CONDITION.
 CA0572
 CA0572                          STATION RECOVERY (1999)
 CA0572
 CA0572'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1067 ***********************************************************************
 AE1067  DESIGNATION -  X 1080
 AE1067  PID         -  AE1067
 AE1067  STATE/COUNTY-  TX/ZAPATA
 AE1067  USGS QUAD   -  ZAPATA (1979)
 AE1067
 AE1067                         *CURRENT SURVEY CONTROL
 AE1067  ___________________________________________________________________
 AE1067* NAD 83(1986)-  26 55 06.     (N)    099 19 09.     (W)     SCALED    
 AE1067* NAVD 88     -        92.959  (meters)     304.98   (feet)  POSTED    
 AE1067  ___________________________________________________________________
 AE1067  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AE1067  DYNAMIC HT  -          92.810 (meters)     304.49  (feet)  COMP
 AE1067  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 AE1067
 AE1067  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE1067
 AE1067.The horizontal coordinates were scaled from a topographic map and have
 AE1067.an estimated accuracy of +/- 6 seconds.
 AE1067
 AE1067.The orthometric height was determined by differential leveling
 AE1067.and adjusted by the National Geodetic Survey in 1992..
 AE1067.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE1067.rate of 1.1 thru 2.0 mm/km.
 AE1067
 AE1067.The geoid height was determined by GEOID03.
 AE1067
 AE1067.The dynamic height is computed by dividing the NAVD 88
 AE1067.geopotential number by the normal gravity value computed on the
 AE1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1067.degrees latitude (g = 980.6199 gals.).
 AE1067
 AE1067.The modeled gravity was interpolated from observed gravity values.
 AE1067
 AE1067;                    North         East    Units  Estimated Accuracy
 AE1067;SPC TX S     - 5,138,940.      218,640.      MT  (+/- 180 meters Scaled)
 AE1067
 AE1067                          SUPERSEDED SURVEY CONTROL
 AE1067
 AE1067  NGVD 29 (??/??/92)   93.014  (m)          305.16   (f) ADJ UNCH    1 2
 AE1067
 AE1067.Superseded values are not recommended for survey control.
 AE1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1067.See file dsdata.txt to determine how the superseded data were derived.
 AE1067
 AE1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ683774(NAD 83)
 AE1067_MARKER: DB = BENCH MARK DISK
 AE1067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1067_SP_SET: CULVERT
 AE1067_STAMPING: X 1080 1956
 AE1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1067
 AE1067  HISTORY     - Date     Condition        Report By
 AE1067  HISTORY     - 1956     MONUMENTED       CGS
 AE1067  HISTORY     - 1975     GOOD             USGS
 AE1067  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1067
 AE1067                          STATION DESCRIPTION
 AE1067
 AE1067'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AE1067'3.85 MI W FROM ZAPATA.
 AE1067'FROM THE JUNCTION OF U.S. HIGHWAY 83 AND TEXAS HIGHWAY 16 IN ZAPATA
 AE1067'PROCEED NORTHWEST ALONG U.S. 83 FOR 2.3 MI. TO TRACK ROAD ON THE LEFT,
 AE1067'THENCE LEFT, SOUTHWEST, ALONG TRACK ROAD PAST RANCHITO CEM. FOR 1.3
 AE1067'MI. TO T-ROAD LEFT, CONTINUE STRAIGHT AHEAD PAST ROAD SOUTH FOR 0.25
 AE1067'TO OLD HIGHWAY, THENCE LEFT, SOUTH, 450 FT. TO BM ON SOUTHWEST
 AE1067'HEADWALL OF CULVERT.  A STANDARD TABLET SET ON TOP OF THE SOUTHEAST
 AE1067'END OF THE HEADWALL 25 FT. SE OF AND 1.2 FT. LOWER THAN CENTER LINE OF
 AE1067'ROAD.
 AE1067
 AE1067                          STATION RECOVERY (1981)
 AE1067
 AE1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1067'NOT SEARCHED FOR, PRESUMED UNDER WATER DUE TO RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0809 ***********************************************************************
 AJ0809  DESIGNATION -  X 1081
 AJ0809  PID         -  AJ0809
 AJ0809  STATE/COUNTY-  TX/ZAPATA
 AJ0809  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0809
 AJ0809                         *CURRENT SURVEY CONTROL
 AJ0809  ___________________________________________________________________
 AJ0809* NAD 83(1986)-  27 06 43.     (N)    099 25 24.     (W)     SCALED    
 AJ0809* NAVD 88     -       103.666  (meters)     340.11   (feet)  ADJUSTED  
 AJ0809  ___________________________________________________________________
 AJ0809  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AJ0809  DYNAMIC HT  -         103.499 (meters)     339.56  (feet)  COMP
 AJ0809  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 AJ0809
 AJ0809  VERT ORDER  -  FIRST     CLASS II
 AJ0809
 AJ0809.The horizontal coordinates were scaled from a topographic map and have
 AJ0809.an estimated accuracy of +/- 6 seconds.
 AJ0809
 AJ0809.The orthometric height was determined by differential leveling
 AJ0809.and adjusted by the National Geodetic Survey in June 1991..
 AJ0809
 AJ0809.The geoid height was determined by GEOID03.
 AJ0809
 AJ0809.The dynamic height is computed by dividing the NAVD 88
 AJ0809.geopotential number by the normal gravity value computed on the
 AJ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0809.degrees latitude (g = 980.6199 gals.).
 AJ0809
 AJ0809.The modeled gravity was interpolated from observed gravity values.
 AJ0809
 AJ0809;                    North         East    Units  Estimated Accuracy
 AJ0809;SPC TX S     - 5,160,460.      208,460.      MT  (+/- 180 meters Scaled)
 AJ0809
 AJ0809                          SUPERSEDED SURVEY CONTROL
 AJ0809
 AJ0809  NGVD 29 (??/??/92)  103.722  (m)          340.29   (f) ADJ UNCH    1 2
 AJ0809
 AJ0809.Superseded values are not recommended for survey control.
 AJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0809.See file dsdata.txt to determine how the superseded data were derived.
 AJ0809
 AJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ580989(NAD 83)
 AJ0809_MARKER: DB = BENCH MARK DISK
 AJ0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0809_STAMPING: X 1081 1957
 AJ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0809+STABILITY: SURFACE MOTION
 AJ0809
 AJ0809  HISTORY     - Date     Condition        Report By
 AJ0809  HISTORY     - 1957     MONUMENTED       CGS
 AJ0809  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0809  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0809
 AJ0809                          STATION DESCRIPTION
 AJ0809
 AJ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0809'5.0 MI N FROM SAN YGNACIO.
 AJ0809'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE), FROM THE
 AJ0809'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 4.6 MILES NORTH ALONG U.S.
 AJ0809'HIGHWAY 83, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 AJ0809'SOUTH OF A POWER POLE, 2 FEET EAST OF A FENCE, 3 FEET NORTH OF A
 AJ0809'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AJ0809'FOOT ABOVE THE GROUND.
 AJ0809
 AJ0809                          STATION RECOVERY (1981)
 AJ0809
 AJ0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0809'MARK NOT RECOVERED THIS DATE.
 AJ0809
 AJ0809                          STATION RECOVERY (1988)
 AJ0809
 AJ0809'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1045 ***********************************************************************
 AJ1045  DESIGNATION -  X 1082
 AJ1045  PID         -  AJ1045
 AJ1045  STATE/COUNTY-  TX/WEBB
 AJ1045  USGS QUAD   -  LAREDO WEST (1980)
 AJ1045
 AJ1045                         *CURRENT SURVEY CONTROL
 AJ1045  ___________________________________________________________________
 AJ1045* NAD 83(1986)-  27 33 04.     (N)    099 30 35.     (W)     SCALED    
 AJ1045* NAVD 88     -       129.551  (meters)     425.04   (feet)  POSTED    
 AJ1045  ___________________________________________________________________
 AJ1045  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ1045  DYNAMIC HT  -         129.350 (meters)     424.38  (feet)  COMP
 AJ1045  MODELED GRAV-     979,069.8   (mgal)                       NAVD 88
 AJ1045
 AJ1045  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AJ1045
 AJ1045.The horizontal coordinates were scaled from a topographic map and have
 AJ1045.an estimated accuracy of +/- 6 seconds.
 AJ1045
 AJ1045.The orthometric height was determined by differential leveling
 AJ1045.and adjusted by the National Geodetic Survey in 1992..
 AJ1045.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AJ1045.rate of 4.1 thru 8.0 mm/km.
 AJ1045
 AJ1045.The geoid height was determined by GEOID03.
 AJ1045
 AJ1045.The dynamic height is computed by dividing the NAVD 88
 AJ1045.geopotential number by the normal gravity value computed on the
 AJ1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1045.degrees latitude (g = 980.6199 gals.).
 AJ1045
 AJ1045.The modeled gravity was interpolated from observed gravity values.
 AJ1045
 AJ1045;                    North         East    Units  Estimated Accuracy
 AJ1045;SPC TX S     - 5,209,180.      200,280.      MT  (+/- 180 meters Scaled)
 AJ1045
 AJ1045                          SUPERSEDED SURVEY CONTROL
 AJ1045
 AJ1045  NGVD 29 (??/??/92)  129.561  (m)          425.07   (f) ADJ UNCH    1 2
 AJ1045
 AJ1045.Superseded values are not recommended for survey control.
 AJ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1045.See file dsdata.txt to determine how the superseded data were derived.
 AJ1045
 AJ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR496475(NAD 83)
 AJ1045_MARKER: DB = BENCH MARK DISK
 AJ1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1045_STAMPING: X 1082 1957
 AJ1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1045+STABILITY: SURFACE MOTION
 AJ1045
 AJ1045  HISTORY     - Date     Condition        Report By
 AJ1045  HISTORY     - 1957     MONUMENTED       CGS
 AJ1045  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ1045
 AJ1045                          STATION DESCRIPTION
 AJ1045
 AJ1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ1045'3.1 MI N FROM LAREDO.
 AJ1045'3.1 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1045'FROM THE STATION AT LAREDO, 1 POLE NORTH OF MILEPOST 409, 68 FEET WEST
 AJ1045'OF THE WEST RAIL, 72 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 AJ1045'26 FEET NORTHEAST OF A POWER POLE, 2 FEET EAST OF A FENCE, 2 FEET
 AJ1045'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AJ1045'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ1045
 AJ1045                          STATION RECOVERY (1981)
 AJ1045
 AJ1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1045'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0743 ***********************************************************************
 AJ0743  DESIGNATION -  X 1083
 AJ0743  PID         -  AJ0743
 AJ0743  STATE/COUNTY-  TX/WEBB
 AJ0743  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0743
 AJ0743                         *CURRENT SURVEY CONTROL
 AJ0743  ___________________________________________________________________
 AJ0743* NAD 83(1986)-  27 48 00.     (N)    099 26 51.     (W)     SCALED    
 AJ0743* NAVD 88     -       211.837  (meters)     695.00   (feet)  POSTED    
 AJ0743  ___________________________________________________________________
 AJ0743  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AJ0743  DYNAMIC HT  -         211.510 (meters)     693.93  (feet)  COMP
 AJ0743  MODELED GRAV-     979,076.0   (mgal)                       NAVD 88
 AJ0743
 AJ0743  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AJ0743
 AJ0743.The horizontal coordinates were scaled from a topographic map and have
 AJ0743.an estimated accuracy of +/- 6 seconds.
 AJ0743
 AJ0743.The orthometric height was determined by differential leveling
 AJ0743.and adjusted by the National Geodetic Survey in 1992..
 AJ0743.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AJ0743.rate greater than 8.0 mm/km.
 AJ0743
 AJ0743.The geoid height was determined by GEOID03.
 AJ0743
 AJ0743.The dynamic height is computed by dividing the NAVD 88
 AJ0743.geopotential number by the normal gravity value computed on the
 AJ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0743.degrees latitude (g = 980.6199 gals.).
 AJ0743
 AJ0743.The modeled gravity was interpolated from observed gravity values.
 AJ0743
 AJ0743;                    North         East    Units  Estimated Accuracy
 AJ0743;SPC TX S     - 5,236,710.      206,630.      MT  (+/- 180 meters Scaled)
 AJ0743
 AJ0743                          SUPERSEDED SURVEY CONTROL
 AJ0743
 AJ0743  NGVD 29 (??/??/92)  211.780  (m)          694.81   (f) ADJ UNCH    1 2
 AJ0743
 AJ0743.Superseded values are not recommended for survey control.
 AJ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0743.See file dsdata.txt to determine how the superseded data were derived.
 AJ0743
 AJ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR559751(NAD 83)
 AJ0743_MARKER: DB = BENCH MARK DISK
 AJ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0743_STAMPING: X 1083 1957
 AJ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0743+STABILITY: SURFACE MOTION
 AJ0743
 AJ0743  HISTORY     - Date     Condition        Report By
 AJ0743  HISTORY     - 1957     MONUMENTED       CGS
 AJ0743  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0743  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0743
 AJ0743                          STATION DESCRIPTION
 AJ0743
 AJ0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0743'2.0 MI W FROM WEBB.
 AJ0743'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0743'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 1.7 MILES WEST ALONG A
 AJ0743'GRADED DIRT ROAD, 1.0 MILE EAST OF A JUNCTION WITH U.S. HIGHWAY 83, 44
 AJ0743'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A FENCE,
 AJ0743'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AJ0743'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0743
 AJ0743                          STATION RECOVERY (1982)
 AJ0743
 AJ0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0743'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ0743
 AJ0743                          STATION RECOVERY (2002)
 AJ0743
 AJ0743'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0862 ***********************************************************************
 AY0862  DESIGNATION -  X 1084
 AY0862  PID         -  AY0862
 AY0862  STATE/COUNTY-  TX/MEDINA
 AY0862  USGS QUAD   -  CASTROVILLE (1982)
 AY0862
 AY0862                         *CURRENT SURVEY CONTROL
 AY0862  ___________________________________________________________________
 AY0862* NAD 83(1986)-  29 20 15.     (N)    098 59 01.     (W)     SCALED    
 AY0862* NAVD 88     -       299.024  (meters)     981.05   (feet)  ADJUSTED  
 AY0862  ___________________________________________________________________
 AY0862  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AY0862  DYNAMIC HT  -         298.591 (meters)     979.63  (feet)  COMP
 AY0862  MODELED GRAV-     979,186.0   (mgal)                       NAVD 88
 AY0862
 AY0862  VERT ORDER  -  FIRST     CLASS II
 AY0862
 AY0862.The horizontal coordinates were scaled from a topographic map and have
 AY0862.an estimated accuracy of +/- 6 seconds.
 AY0862
 AY0862.The orthometric height was determined by differential leveling
 AY0862.and adjusted by the National Geodetic Survey in June 1991..
 AY0862
 AY0862.The geoid height was determined by GEOID03.
 AY0862
 AY0862.The dynamic height is computed by dividing the NAVD 88
 AY0862.geopotential number by the normal gravity value computed on the
 AY0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0862.degrees latitude (g = 980.6199 gals.).
 AY0862
 AY0862.The modeled gravity was interpolated from observed gravity values.
 AY0862
 AY0862;                    North         East    Units  Estimated Accuracy
 AY0862;SPC TXSC     - 4,166,700.      601,590.      MT  (+/- 180 meters Scaled)
 AY0862
 AY0862                          SUPERSEDED SURVEY CONTROL
 AY0862
 AY0862  NGVD 29 (??/??/92)  298.893  (m)          980.62   (f) ADJ UNCH    1 2
 AY0862
 AY0862.Superseded values are not recommended for survey control.
 AY0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0862.See file dsdata.txt to determine how the superseded data were derived.
 AY0862
 AY0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT015453(NAD 83)
 AY0862_MARKER: DB = BENCH MARK DISK
 AY0862_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0862_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0862_STAMPING: A 1084 1957
 AY0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0862
 AY0862  HISTORY     - Date     Condition        Report By
 AY0862  HISTORY     - 1957     MONUMENTED       CGS
 AY0862  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AY0862  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0862
 AY0862                          STATION DESCRIPTION
 AY0862
 AY0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0862'10.8 MI E FROM HONDO.
 AY0862'10.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0862'STATION AT HONDO, 0.8 MILE SOUTHEAST OF THE STATION SIGN AT DUNLAY, 34
 AY0862'FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 28.5 FEET SOUTHWEST OF
 AY0862'THE SOUTHWEST RAIL, 5 FEET NORTHEAST OF THE 3RD POLE SOUTHEAST OF
 AY0862'MILEPOST 248, 2.5 FEET WEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF
 AY0862'THE RAILS, CLAMPED ON THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD
 AY0862'WHICH IS DRIVEN 10 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE
 AY0862'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0862
 AY0862                          STATION RECOVERY (1991)
 AY0862
 AY0862'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY0862'MARK NOT FOUND.
 AY0862
 AY0862                          STATION RECOVERY (2002)
 AY0862
 AY0862'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0014 ***********************************************************************
 AP0014  DESIGNATION -  X 1086 RESET 1964
 AP0014  PID         -  AP0014
 AP0014  STATE/COUNTY-  TX/DIMMIT
 AP0014  USGS QUAD   -  COMETA (1974)
 AP0014
 AP0014                         *CURRENT SURVEY CONTROL
 AP0014  ___________________________________________________________________
 AP0014* NAD 83(1986)-  28 37 37.     (N)    100 06 19.     (W)     SCALED    
 AP0014* NAVD 88     -       220.996  (meters)     725.05   (feet)  ADJUSTED  
 AP0014  ___________________________________________________________________
 AP0014  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AP0014  DYNAMIC HT  -         220.667 (meters)     723.97  (feet)  COMP
 AP0014  MODELED GRAV-     979,150.5   (mgal)                       NAVD 88
 AP0014
 AP0014  VERT ORDER  -  FIRST     CLASS II
 AP0014
 AP0014.The horizontal coordinates were scaled from a topographic map and have
 AP0014.an estimated accuracy of +/- 6 seconds.
 AP0014
 AP0014.The orthometric height was determined by differential leveling
 AP0014.and adjusted by the National Geodetic Survey in June 1991..
 AP0014
 AP0014.The geoid height was determined by GEOID03.
 AP0014
 AP0014.The dynamic height is computed by dividing the NAVD 88
 AP0014.geopotential number by the normal gravity value computed on the
 AP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0014.degrees latitude (g = 980.6199 gals.).
 AP0014
 AP0014.The modeled gravity was interpolated from observed gravity values.
 AP0014
 AP0014;                    North         East    Units  Estimated Accuracy
 AP0014;SPC TXSC     - 4,088,470.      491,930.      MT  (+/- 180 meters Scaled)
 AP0014
 AP0014                          SUPERSEDED SURVEY CONTROL
 AP0014
 AP0014  NGVD 29 (??/??/??)  220.85   (m)          724.6    (f) RESET       3  
 AP0014
 AP0014.Superseded values are not recommended for survey control.
 AP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0014.See file dsdata.txt to determine how the superseded data were derived.
 AP0014
 AP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS919671(NAD 83)
 AP0014_MARKER: DB = BENCH MARK DISK
 AP0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0014_STAMPING: X 1086 RESET 1964
 AP0014_MARK LOGO: CGS   
 AP0014_PROJECTION: PROJECTING 13 CENTIMETERS
 AP0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0014+STABILITY: SURFACE MOTION
 AP0014
 AP0014  HISTORY     - Date     Condition        Report By
 AP0014  HISTORY     - 1964     MONUMENTED       CGS
 AP0014  HISTORY     - 1982     GOOD             NGS
 AP0014
 AP0014                          STATION DESCRIPTION
 AP0014
 AP0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AP0014'18.4 MI NW FROM CARRIZO SPRINGS.
 AP0014'ABOUT 18.4 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN
 AP0014'ANTONIO, UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 95 FEET
 AP0014'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 MILE EAST OF THE
 AP0014'DIMMIT-MAVERICK COUNTY LINE, 2 FEET EAST OF A METAL WITNESS POST, AT
 AP0014'TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 31 + 41.  A STANDARD DISK
 AP0014'SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 AP0014'GROUND.
 AP0014
 AP0014                          STATION RECOVERY (1982)
 AP0014
 AP0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0014'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0014'SPRINGS, THENCE 30.2 KM (18.8 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AP0014'1.0 KM (0.6 MI) EAST OF DIMMIT MAVERICK COUNTY LINE, AT TEXAS HIGHWAY
 AP0014'DEPARTMENT BASE LINE STATION 31+41, 28.9 METERS (95.0 FT) NORTH OF
 AP0014'CENTERLINE OF HIGHWAY, AND 0.30 METERS (1.0 FT) SOUTH OF A FENCE.
 AP0014'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 AP0014'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0030 ***********************************************************************
 AP0030  DESIGNATION -  X 1087 RESET 1961
 AP0030  PID         -  AP0030
 AP0030  STATE/COUNTY-  TX/MAVERICK
 AP0030  USGS QUAD   -  SACATOSA TANK (1974)
 AP0030
 AP0030                         *CURRENT SURVEY CONTROL
 AP0030  ___________________________________________________________________
 AP0030* NAD 83(1986)-  28 38 34.     (N)    100 10 28.     (W)     SCALED    
 AP0030* NAVD 88     -       227.93   (+/-2cm)     747.8    (feet)  VERTCON   
 AP0030  ___________________________________________________________________
 AP0030  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AP0030
 AP0030  VERT ORDER  -  THIRD (See Below)
 AP0030
 AP0030.The horizontal coordinates were scaled from a topographic map and have
 AP0030.an estimated accuracy of +/- 6 seconds.
 AP0030
 AP0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0030.The vertical order pertains to the NGVD 29 superseded value.
 AP0030
 AP0030.The geoid height was determined by GEOID03.
 AP0030
 AP0030;                    North         East    Units  Estimated Accuracy
 AP0030;SPC TXSC     - 4,090,290.      485,180.      MT  (+/- 180 meters Scaled)
 AP0030
 AP0030                          SUPERSEDED SURVEY CONTROL
 AP0030
 AP0030  NGVD 29 (01/29/03)  227.81   (m)          747.4    (f) RESET       3  
 AP0030
 AP0030.Superseded values are not recommended for survey control.
 AP0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0030.See file dsdata.txt to determine how the superseded data were derived.
 AP0030
 AP0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS852689(NAD 83)
 AP0030_MARKER: DB = BENCH MARK DISK
 AP0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0030_STAMPING: X 1087 RESET 1961
 AP0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0030+STABILITY: SURFACE MOTION
 AP0030
 AP0030  HISTORY     - Date     Condition        Report By
 AP0030  HISTORY     - 1961     MONUMENTED       CGS
 AP0030  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0030
 AP0030                          STATION DESCRIPTION
 AP0030
 AP0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0030'20.45 MI E FROM EAGLE PASS.
 AP0030'ABOUT 20.45 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE RAILROAD
 AP0030'CROSSING IN EAGLE PASS, ALONG AN OPEN FLAT AND UNDER THE NORTH
 AP0030'RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY.  IT IS 2 FEET EAST OF A 4 X 4
 AP0030'WITNESS POST.  A STANDARD DISK STAMPED X 1087 RESET 1961 IN A CONCRETE
 AP0030'POST WHICH PROJECTS ABOUT 4 INCHES.
 AP0030
 AP0030                          STATION RECOVERY (1982)
 AP0030
 AP0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0030'NOT RECOVERED, LOOKED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0113 ***********************************************************************
 CB0113  DESIGNATION -  X 109
 CB0113  PID         -  CB0113
 CB0113  STATE/COUNTY-  TX/TOM GREEN
 CB0113  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0113
 CB0113                         *CURRENT SURVEY CONTROL
 CB0113  ___________________________________________________________________
 CB0113* NAD 83(1986)-  31 24 25.     (N)    100 23 28.     (W)     SCALED    
 CB0113* NAVD 88     -       568.268  (meters)    1864.39   (feet)  ADJUSTED  
 CB0113  ___________________________________________________________________
 CB0113  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CB0113  DYNAMIC HT  -         567.488 (meters)    1861.83  (feet)  COMP
 CB0113  MODELED GRAV-     979,250.1   (mgal)                       NAVD 88
 CB0113
 CB0113  VERT ORDER  -  FIRST     CLASS II
 CB0113
 CB0113.The horizontal coordinates were scaled from a topographic map and have
 CB0113.an estimated accuracy of +/- 6 seconds.
 CB0113
 CB0113.The orthometric height was determined by differential leveling
 CB0113.and adjusted by the National Geodetic Survey in June 1991..
 CB0113.WARNING-Repeat measurements at this control monument indicate possible
 CB0113.vertical movement.
 CB0113
 CB0113.The geoid height was determined by GEOID03.
 CB0113
 CB0113.The dynamic height is computed by dividing the NAVD 88
 CB0113.geopotential number by the normal gravity value computed on the
 CB0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0113.degrees latitude (g = 980.6199 gals.).
 CB0113
 CB0113.The modeled gravity was interpolated from observed gravity values.
 CB0113
 CB0113;                    North         East    Units  Estimated Accuracy
 CB0113;SPC TX C     - 3,192,920.      694,510.      MT  (+/- 180 meters Scaled)
 CB0113
 CB0113                          SUPERSEDED SURVEY CONTROL
 CB0113
 CB0113.No superseded survey control is available for this station.
 CB0113
 CB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV677755(NAD 83)
 CB0113_MARKER: DB = BENCH MARK DISK
 CB0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0113_SP_SET: MONUMENT
 CB0113_MARK LOGO: CGS   
 CB0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0113+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 CB0113
 CB0113  HISTORY     - Date     Condition        Report By
 CB0113  HISTORY     - UNK      MONUMENTED       CGS
 CB0113  HISTORY     - 1933     GOOD             NGS
 CB0113  HISTORY     - 1945     GOOD             NGS
 CB0113  HISTORY     - 1981     GOOD             NGS
 CB0113  HISTORY     - 20031128 GOOD             USPSQD
 CB0113
 CB0113                          STATION DESCRIPTION
 CB0113
 CB0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0113'6.1 MI NW FROM WALL.
 CB0113'SOUTHWEST OF AIRPORT AT ROAD FORK, 45 FEET EAST OF CENTERLINE OF
 CB0113'HIGHWAY, SOUTH OF FENCE CORNER.  NOTE-- THIS MARK IS ALONG WHAT IS NOW
 CB0113'U.S. HIGHWAY 87, AND IS 2 FT. N OF A 4X4 WITNESS POST.
 CB0113
 CB0113                          STATION RECOVERY (1945)
 CB0113
 CB0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 CB0113'RECOVERED IN GOOD CONDITION.
 CB0113
 CB0113                          STATION RECOVERY (1981)
 CB0113
 CB0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0113'3.7 KM (2.3 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET FROM THE
 CB0113'ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE
 CB0113'4.1 KM (2.5 MI) SOUTHEASTERLY ALONG FARM ROAD 1223 (SAN ANTONIO
 CB0113'HIGHWAY), 15.7 METERS (51.5 FT) SOUTHEAST OF THE CENTER OF BLUMENTRITT
 CB0113'ROAD, 13.6 METERS (44.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 CB0113'HIGHWAY, 9.8 METERS (32.2 FT) SOUTHEAST OF UTILITY POLE NUMBER
 CB0113'10500-95 AND 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 CB0113'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CB0113'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CB0113
 CB0113                          STATION RECOVERY (2003)
 CB0113
 CB0113'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0080 ***********************************************************************
 AZ0080  DESIGNATION -  X 1090
 AZ0080  PID         -  AZ0080
 AZ0080  STATE/COUNTY-  TX/KINNEY
 AZ0080  USGS QUAD   -  ODLAW (1974)
 AZ0080
 AZ0080                         *CURRENT SURVEY CONTROL
 AZ0080  ___________________________________________________________________
 AZ0080* NAD 83(1986)-  29 14 06.     (N)    100 10 25.     (W)     SCALED    
 AZ0080* NAVD 88     -       335.595  (meters)    1101.03   (feet)  ADJUSTED  
 AZ0080  ___________________________________________________________________
 AZ0080  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0080  DYNAMIC HT  -         335.106 (meters)    1099.43  (feet)  COMP
 AZ0080  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AZ0080
 AZ0080  VERT ORDER  -  FIRST     CLASS II
 AZ0080
 AZ0080.The horizontal coordinates were scaled from a topographic map and have
 AZ0080.an estimated accuracy of +/- 6 seconds.
 AZ0080
 AZ0080.The orthometric height was determined by differential leveling
 AZ0080.and adjusted by the National Geodetic Survey in June 1991..
 AZ0080
 AZ0080.The geoid height was determined by GEOID03.
 AZ0080
 AZ0080.The dynamic height is computed by dividing the NAVD 88
 AZ0080.geopotential number by the normal gravity value computed on the
 AZ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0080.degrees latitude (g = 980.6199 gals.).
 AZ0080
 AZ0080.The modeled gravity was interpolated from observed gravity values.
 AZ0080
 AZ0080;                    North         East    Units  Estimated Accuracy
 AZ0080;SPC TXSC     - 4,155,910.      485,920.      MT  (+/- 180 meters Scaled)
 AZ0080
 AZ0080                          SUPERSEDED SURVEY CONTROL
 AZ0080
 AZ0080  NGVD 29 (??/??/92)  335.490  (m)         1100.69   (f) ADJ UNCH    1 2
 AZ0080
 AZ0080.Superseded values are not recommended for survey control.
 AZ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0080.See file dsdata.txt to determine how the superseded data were derived.
 AZ0080
 AZ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT859345(NAD 83)
 AZ0080_MARKER: DB = BENCH MARK DISK
 AZ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0080_STAMPING: X 1090 1957
 AZ0080_MARK LOGO: CGS   
 AZ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0080+STABILITY: SURFACE MOTION
 AZ0080
 AZ0080  HISTORY     - Date     Condition        Report By
 AZ0080  HISTORY     - 1957     MONUMENTED       CGS
 AZ0080  HISTORY     - 1982     GOOD             NGS
 AZ0080  HISTORY     - 19960223 GOOD             USPSQD
 AZ0080
 AZ0080                          STATION DESCRIPTION
 AZ0080
 AZ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0080'5.6 MI W FROM CLINE.
 AZ0080'5.6 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0080'STATION AT CLINE, 4 POLES WEST OF THE STATION SIGN AT ODLAW, 117.4
 AZ0080'FEET NORTH OF THE 2ND POLE EAST OF MILEPOST 325, 76 FEET NORTH OF THE
 AZ0080'NORTH RAIL OF THE MAIN TRACK, 15.2 FEET EAST OF A FENCE CORNER, 2.8
 AZ0080'FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 AZ0080'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AZ0080
 AZ0080                          STATION RECOVERY (1982)
 AZ0080
 AZ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0080'MARK RECOVERED THIS DATE, NOTE, RAILROAD STATION AT CLINE IS GONE,
 AZ0080'24.4 KM (15.1 MI) NORTHEAST ALONG FARM ROAD 1572 FROM THE JUNCTION OF
 AZ0080'STATE ROUTE 131 IN SPOFFORD THENCE EAST ALONG THE SOUTHERN PACIFIC
 AZ0080'RAILROAD SOUTH SERVICE ROAD FOR 3.5 KM (2.2 MI).
 AZ0080
 AZ0080                          STATION RECOVERY (1996)
 AZ0080
 AZ0080'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0069 ***********************************************************************
 AZ0069  DESIGNATION -  X 1091
 AZ0069  PID         -  AZ0069
 AZ0069  STATE/COUNTY-  TX/KINNEY
 AZ0069  USGS QUAD   -  ANACACHO (1974)
 AZ0069
 AZ0069                         *CURRENT SURVEY CONTROL
 AZ0069  ___________________________________________________________________
 AZ0069* NAD 83(1986)-  29 12 00.     (N)    100 17 35.     (W)     SCALED    
 AZ0069* NAVD 88     -       301.652  (meters)     989.67   (feet)  ADJUSTED  
 AZ0069  ___________________________________________________________________
 AZ0069  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0069  DYNAMIC HT  -         301.213 (meters)     988.23  (feet)  COMP
 AZ0069  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0069
 AZ0069  VERT ORDER  -  FIRST     CLASS II
 AZ0069
 AZ0069.The horizontal coordinates were scaled from a topographic map and have
 AZ0069.an estimated accuracy of +/- 6 seconds.
 AZ0069
 AZ0069.The orthometric height was determined by differential leveling
 AZ0069.and adjusted by the National Geodetic Survey in June 1991..
 AZ0069
 AZ0069.The geoid height was determined by GEOID03.
 AZ0069
 AZ0069.The dynamic height is computed by dividing the NAVD 88
 AZ0069.geopotential number by the normal gravity value computed on the
 AZ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0069.degrees latitude (g = 980.6199 gals.).
 AZ0069
 AZ0069.The modeled gravity was interpolated from observed gravity values.
 AZ0069
 AZ0069;                    North         East    Units  Estimated Accuracy
 AZ0069;SPC TXSC     - 4,152,160.      474,270.      MT  (+/- 180 meters Scaled)
 AZ0069
 AZ0069                          SUPERSEDED SURVEY CONTROL
 AZ0069
 AZ0069  NGVD 29 (??/??/92)  301.538  (m)          989.30   (f) ADJ UNCH    1 2
 AZ0069
 AZ0069.Superseded values are not recommended for survey control.
 AZ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0069.See file dsdata.txt to determine how the superseded data were derived.
 AZ0069
 AZ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT742308(NAD 83)
 AZ0069_MARKER: DB = BENCH MARK DISK
 AZ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0069_STAMPING: X 1091 1957
 AZ0069_MARK LOGO: CGS   
 AZ0069_PROJECTION: FLUSH
 AZ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0069+STABILITY: SURFACE MOTION
 AZ0069
 AZ0069  HISTORY     - Date     Condition        Report By
 AZ0069  HISTORY     - 1957     MONUMENTED       CGS
 AZ0069  HISTORY     - 1982     GOOD             NGS
 AZ0069  HISTORY     - 19960223 GOOD             USPSQD
 AZ0069
 AZ0069                          STATION DESCRIPTION
 AZ0069
 AZ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0069'8.9 MI E FROM SPOFFORD.
 AZ0069'ABOUT 8.9 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0069'STATION AT SPOFFORD, 6 POLES NORTHEAST OF MILE POST 333, 189 FEET
 AZ0069'SOUTHEAST OF THE SOUTHEAST RAIL, 57 FEET SOUTHEAST OF THE CENTER LINE
 AZ0069'OF FARM ROAD 1572, 23.5 FEET SOUTHWEST OF THE CENTER OF THE GATE
 AZ0069'ENTRANCE TO ANACACHO RANCH, 2 1/2 FEET NORTHWEST OF A WOVEN WIRE
 AZ0069'FENCE, 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST AND SET IN
 AZ0069'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 AZ0069
 AZ0069                          STATION RECOVERY (1982)
 AZ0069
 AZ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0069'MARK RECOVERED THIS DATE, THE RAILROAD STATION AT SPOFFORD IS GONE,
 AZ0069'14.84 METERS (9.2 MI) EAST ALONG FARM ROAD 1572 FROM THE JUNCTION OF
 AZ0069'STATE ROUTE 131 IN SPOFFORD.
 AZ0069'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 AZ0069
 AZ0069                          STATION RECOVERY (1996)
 AZ0069
 AZ0069'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0106 ***********************************************************************
 AZ0106  DESIGNATION -  X 1093
 AZ0106  PID         -  AZ0106
 AZ0106  STATE/COUNTY-  TX/KINNEY
 AZ0106  USGS QUAD   -  SPOFFORD (1974)
 AZ0106
 AZ0106                         *CURRENT SURVEY CONTROL
 AZ0106  ___________________________________________________________________
 AZ0106* NAD 83(1986)-  29 09 06.     (N)    100 23 58.     (W)     SCALED    
 AZ0106* NAVD 88     -       300.771  (meters)     986.78   (feet)  ADJUSTED  
 AZ0106  ___________________________________________________________________
 AZ0106  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0106  DYNAMIC HT  -         300.332 (meters)     985.34  (feet)  COMP
 AZ0106  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 AZ0106
 AZ0106  VERT ORDER  -  FIRST     CLASS II
 AZ0106
 AZ0106.The horizontal coordinates were scaled from a topographic map and have
 AZ0106.an estimated accuracy of +/- 6 seconds.
 AZ0106
 AZ0106.The orthometric height was determined by differential leveling
 AZ0106.and adjusted by the National Geodetic Survey in June 1991..
 AZ0106
 AZ0106.The geoid height was determined by GEOID03.
 AZ0106
 AZ0106.The dynamic height is computed by dividing the NAVD 88
 AZ0106.geopotential number by the normal gravity value computed on the
 AZ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0106.degrees latitude (g = 980.6199 gals.).
 AZ0106
 AZ0106.The modeled gravity was interpolated from observed gravity values.
 AZ0106
 AZ0106;                    North         East    Units  Estimated Accuracy
 AZ0106;SPC TXSC     - 4,146,920.      463,860.      MT  (+/- 180 meters Scaled)
 AZ0106
 AZ0106                          SUPERSEDED SURVEY CONTROL
 AZ0106
 AZ0106  NGVD 29 (??/??/92)  300.603  (m)          986.23   (f) ADJ UNCH    1 2
 AZ0106
 AZ0106.Superseded values are not recommended for survey control.
 AZ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0106.See file dsdata.txt to determine how the superseded data were derived.
 AZ0106
 AZ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT638255(NAD 83)
 AZ0106_MARKER: DB = BENCH MARK DISK
 AZ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0106_STAMPING: X 1093 1957
 AZ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0106+STABILITY: SURFACE MOTION
 AZ0106
 AZ0106  HISTORY     - Date     Condition        Report By
 AZ0106  HISTORY     - 1957     MONUMENTED       CGS
 AZ0106  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0106
 AZ0106                          STATION DESCRIPTION
 AZ0106
 AZ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0106'1.7 MI S FROM SPOFFORD.
 AZ0106'1.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0106'STATION AT SPOFFORD, 0.65 MILE SOUTH OF THE CROSSING OF FARM ROAD
 AZ0106'1572, 38 FEET SOUTH OF MILEPOST 1, 26 FEET EAST OF THE EAST RAIL OF
 AZ0106'THE MAIN TRACK, 21 FEET WEST OF A FENCE, 1.6 FEET WEST OF A WITNESS
 AZ0106'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AZ0106'THE GROUND.
 AZ0106
 AZ0106                          STATION RECOVERY (1982)
 AZ0106
 AZ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0106'MARK NOT RECOVERED, PROBABLY BULLDOZED OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0875 ***********************************************************************
 AY0875  DESIGNATION -  X 1094
 AY0875  PID         -  AY0875
 AY0875  STATE/COUNTY-  TX/MEDINA
 AY0875  USGS QUAD   -  LA COSTE (1982)
 AY0875
 AY0875                         *CURRENT SURVEY CONTROL
 AY0875  ___________________________________________________________________
 AY0875* NAD 83(1986)-  29 16 24.     (N)    098 51 58.     (W)     SCALED    
 AY0875* NAVD 88     -       243.116  (meters)     797.62   (feet)  ADJUSTED  
 AY0875  ___________________________________________________________________
 AY0875  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AY0875  DYNAMIC HT  -         242.767 (meters)     796.48  (feet)  COMP
 AY0875  MODELED GRAV-     979,201.8   (mgal)                       NAVD 88
 AY0875
 AY0875  VERT ORDER  -  FIRST     CLASS II
 AY0875
 AY0875.The horizontal coordinates were scaled from a topographic map and have
 AY0875.an estimated accuracy of +/- 6 seconds.
 AY0875
 AY0875.The orthometric height was determined by differential leveling
 AY0875.and adjusted by the National Geodetic Survey in June 1991..
 AY0875
 AY0875.The geoid height was determined by GEOID03.
 AY0875
 AY0875.The dynamic height is computed by dividing the NAVD 88
 AY0875.geopotential number by the normal gravity value computed on the
 AY0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0875.degrees latitude (g = 980.6199 gals.).
 AY0875
 AY0875.The modeled gravity was interpolated from observed gravity values.
 AY0875
 AY0875;                    North         East    Units  Estimated Accuracy
 AY0875;SPC TXSC     - 4,159,600.      613,010.      MT  (+/- 180 meters Scaled)
 AY0875
 AY0875                          SUPERSEDED SURVEY CONTROL
 AY0875
 AY0875  NGVD 29 (??/??/92)  242.990  (m)          797.21   (f) ADJ UNCH    1 2
 AY0875
 AY0875.Superseded values are not recommended for survey control.
 AY0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0875.See file dsdata.txt to determine how the superseded data were derived.
 AY0875
 AY0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT130382(NAD 83)
 AY0875_MARKER: DB = BENCH MARK DISK
 AY0875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0875_SP_SET: BRIDGE
 AY0875_STAMPING: X 1094 1957
 AY0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0875
 AY0875  HISTORY     - Date     Condition        Report By
 AY0875  HISTORY     - 1957     MONUMENTED       CGS
 AY0875  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0875  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 AY0875  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0875
 AY0875                          STATION DESCRIPTION
 AY0875
 AY0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0875'4.0 MI SW FROM LACOSTE.
 AY0875'4.0 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0875'STATION AT LACOSTE, 7 3/4 POLES SOUTHWEST OF MILEPOST 238, 75 FEET
 AY0875'EAST OF THE EAST RAIL, 13 FEET NORTHWEST OF THE CENTER LINE OF FARM
 AY0875'ROAD 471, 15 FEET BELOW THE TOP OF THE RAILS, AT THE SOUTHWEST END OF
 AY0875'A TRESTLE, SET IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE BRIDGE
 AY0875'UNDER THE FARM ROAD.
 AY0875
 AY0875                          STATION RECOVERY (1989)
 AY0875
 AY0875'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY0875'MARK NOT FOUND.
 AY0875
 AY0875                          STATION RECOVERY (1994)
 AY0875
 AY0875'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0875'MARK NOT FOUND.
 AY0875
 AY0875                          STATION RECOVERY (2002)
 AY0875
 AY0875'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0034 ***********************************************************************
 BB0034  DESIGNATION -  X 1095
 BB0034  PID         -  BB0034
 BB0034  STATE/COUNTY-  TX/PRESIDIO
 BB0034  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0034
 BB0034                         *CURRENT SURVEY CONTROL
 BB0034  ___________________________________________________________________
 BB0034* NAD 83(1993)-  29 33 11.70022(N)    104 23 24.18534(W)     ADJUSTED  
 BB0034* NAVD 88     -       781.712  (meters)    2564.67   (feet)  ADJUSTED  
 BB0034  ___________________________________________________________________
 BB0034  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 BB0034  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BB0034  DYNAMIC HT  -         780.443 (meters)    2560.50  (feet)  COMP
 BB0034  MODELED GRAV-     978,994.4   (mgal)                       NAVD 88
 BB0034
 BB0034  HORZ ORDER  -  SECOND
 BB0034  VERT ORDER  -  SECOND    CLASS 0
 BB0034
 BB0034.The horizontal coordinates were established by classical geodetic methods
 BB0034.and adjusted by the National Geodetic Survey in February 1996..
 BB0034
 BB0034.The orthometric height was determined by differential leveling
 BB0034.and adjusted by the National Geodetic Survey in June 1991..
 BB0034
 BB0034.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0034
 BB0034.The geoid height was determined by GEOID03.
 BB0034
 BB0034.The dynamic height is computed by dividing the NAVD 88
 BB0034.geopotential number by the normal gravity value computed on the
 BB0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0034.degrees latitude (g = 980.6199 gals.).
 BB0034
 BB0034.The modeled gravity was interpolated from observed gravity values.
 BB0034
 BB0034;                    North         East     Units Scale Factor Converg.
 BB0034;SPC TXSC     - 4,202,646.615    77,872.931   MT  0.99987048   -2 38 26.4
 BB0034;SPC TXSC     -13,788,183.10    255,488.11   sFT  0.99987048   -2 38 26.4
 BB0034;UTM  13      - 3,269,438.654   559,090.407   MT  0.99964308   +0 18 03.1
 BB0034
 BB0034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0034!SPC TXSC     -   0.99988086  x   0.99987048  =   0.99975136
 BB0034!UTM  13      -   0.99988086  x   0.99964308  =   0.99952399
 BB0034
 BB0034:                Primary Azimuth Mark                     Grid Az
 BB0034:SPC TXSC     -  Y 1095                                   138 01 18.2
 BB0034:UTM  13      -  Y 1095                                   135 04 48.7
 BB0034
 BB0034|---------------------------------------------------------------------|
 BB0034| PID    Reference Object                     Distance      Geod. Az  |
 BB0034|                                                           dddmmss.s |
 BB0034| BB0033 Y 1095                              APPROX. 0.7 KM 1352251.8 |
 BB0034| BB0302 M 13 CL                             145.961 METERS 19244     |
 BB0034| BB0036 REACH 2 5+00 400LT                  299.976 METERS 31607     |
 BB0034|---------------------------------------------------------------------|
 BB0034
 BB0034                          SUPERSEDED SURVEY CONTROL
 BB0034
 BB0034  NAD 83(1986)-  29 33 11.69153(N)    104 23 24.18126(W) AD(       ) 2
 BB0034  NAD 27      -  29 33 11.03256(N)    104 23 22.45232(W) AD(       ) 2
 BB0034  NGVD 29 (??/??/92)  781.318  (m)         2563.37   (f) ADJ UNCH    2 0
 BB0034
 BB0034.Superseded values are not recommended for survey control.
 BB0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0034.See file dsdata.txt to determine how the superseded data were derived.
 BB0034
 BB0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5909069439(NAD 83)
 BB0034_MARKER: DB = BENCH MARK DISK
 BB0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0034_SP_SET: MONUMENT
 BB0034_STAMPING: X 1095 1974
 BB0034_MARK LOGO: NGS   
 BB0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0034
 BB0034  HISTORY     - Date     Condition        Report By
 BB0034  HISTORY     - 1974     MONUMENTED       NGS
 BB0034  HISTORY     - 1974     GOOD             NGS
 BB0034  HISTORY     - 20040204 POOR             NGS
 BB0034
 BB0034                          STATION DESCRIPTION
 BB0034
 BB0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0034'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF OJINAGA AND ON THE
 BB0034'SOUTH SIDE OF THE RIO GRANDE RIVER IN MEXICO.
 BB0034'
 BB0034'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE MEXICAN CUSTOM
 BB0034'STATION (THE SOUTHERLY EXTENSION OF INTERNACIONAL AVENUE) GO SOUTH
 BB0034'ON A DIRT ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 BB0034'AND GO SOUTHERLY ALONG THE SOUTHERLY SIDE OF THE RIO GRANDE RIVER
 BB0034'FOR 0.2 MILE TO A WIRE GATE, PASS THROUGH GATE AND GO EAST ON MAIN
 BB0034'TRACK ROAD FOR 0.1 MILE TO WHERE THE ROAD CURVES TO THE RIGHT AND
 BB0034'THE END OF TRUCK TRAVEL, PACK EAST ALONG THE SOUTH SIDE OF THE
 BB0034'FENCE LINE FOR 361 FEET TO THE STATION IN THE FENCE CORNER.
 BB0034'
 BB0034'THE STATION MARK IS A STANDARD NGS VERTICAL CONTROL MARK DISK, THAT
 BB0034'IS STAMPED X 1095 1974.  IT IS 200 FEET SOUTH OF THE SOUTH EDGE OF
 BB0034'THE RIO GRANDE RIVER, 1.5 FEET SOUTHWEST OF THE FENCE CORNER POST,
 BB0034'1 FOOT NORTH OF THE NORTH EDGE OF THE FIELD, AND SET IN THE TOP OF
 BB0034'A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH
 BB0034'ABOVE THE GROUND.
 BB0034'
 BB0034'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0034
 BB0034                          STATION RECOVERY (1974)
 BB0034
 BB0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0034'2.0 MI SE FROM OJINAGA.
 BB0034'TO REACH FROM THE TRAFFIC CIRCLE AT THE MEXICAN CUSTOMS STATION GO
 BB0034'SOUTH (ON THE SOUTHERLY EXTENSION OF INTERNACIONAL AVENUE) ON A DIRT
 BB0034'ROAD FOR 0.2 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT AND CONTINUE
 BB0034'SOUTHERLY ALONG THE SOUTHERLY SIDE OF THE RIO GRANDE RIVER FOR 0.2
 BB0034'MILE TO A WIRE GATE, PASS THROUGH GATE AND GO EAST ON MAIN TRACK ROAD
 BB0034'FOR 0.1 MILE TO WHERE THE TRACK ROAD CURVES TO THE RIGHT AND THE END
 BB0034'OF TRUCK TRAVEL, PACK EAST ACROSS THE FIELD ALONG THE SOUTH SIDE OF
 BB0034'THE FENCE LINE FOR 361 FEET TO MARK IN THE FENCE CORNER, 200 FEET
 BB0034'SOUTH OF THE PRESENT SOUTH EDGE OF THE RIO GRANDE RIVER, 1.5 FEET
 BB0034'SOUTHWEST OF A 4X6-INCH CORNER FENCE POST, AND SET IN THE TOP OF A
 BB0034'12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 BB0034
 BB0034                          STATION RECOVERY (2004)
 BB0034
 BB0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0034'THE RIO GRANDE RIVER HAS BEEN RELOCATED.  THIS MARK IS NOW IN THE
 BB0034'STATE OF TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0552 ***********************************************************************
 BP0552  DESIGNATION -  X 1096
 BP0552  PID         -  BP0552
 BP0552  STATE/COUNTY-  TX/BREWSTER
 BP0552  USGS QUAD   -  ALPINE NORTH (1972)
 BP0552
 BP0552                         *CURRENT SURVEY CONTROL
 BP0552  ___________________________________________________________________
 BP0552* NAD 83(1986)-  30 25 25.     (N)    103 39 56.     (W)     SCALED    
 BP0552* NAVD 88     -      1322.386  (meters)    4338.53   (feet)  ADJUSTED  
 BP0552  ___________________________________________________________________
 BP0552  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 BP0552  DYNAMIC HT  -        1320.267 (meters)    4331.58  (feet)  COMP
 BP0552  MODELED GRAV-     978,992.3   (mgal)                       NAVD 88
 BP0552
 BP0552  VERT ORDER  -  FIRST     CLASS I
 BP0552
 BP0552.The horizontal coordinates were scaled from a topographic map and have
 BP0552.an estimated accuracy of +/- 6 seconds.
 BP0552
 BP0552.The orthometric height was determined by differential leveling
 BP0552.and adjusted by the National Geodetic Survey in June 1991..
 BP0552
 BP0552.The geoid height was determined by GEOID03.
 BP0552
 BP0552.The dynamic height is computed by dividing the NAVD 88
 BP0552.geopotential number by the normal gravity value computed on the
 BP0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0552.degrees latitude (g = 980.6199 gals.).
 BP0552
 BP0552.The modeled gravity was interpolated from observed gravity values.
 BP0552
 BP0552;                    North         East    Units  Estimated Accuracy
 BP0552;SPC TXSC     - 4,296,030.      151,860.      MT  (+/- 180 meters Scaled)
 BP0552
 BP0552                          SUPERSEDED SURVEY CONTROL
 BP0552
 BP0552  NGVD 29 (??/??/92) 1321.953  (m)         4337.11   (f) ADJ UNCH    1 1
 BP0552
 BP0552.Superseded values are not recommended for survey control.
 BP0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0552.See file dsdata.txt to determine how the superseded data were derived.
 BP0552
 BP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP281664(NAD 83)
 BP0552_MARKER: DB = BENCH MARK DISK
 BP0552_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0552_SP_SET: 10 FT.
 BP0552_STAMPING: X 1096 1977
 BP0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0552
 BP0552  HISTORY     - Date     Condition        Report By
 BP0552  HISTORY     - 1977     MONUMENTED       NGS
 BP0552
 BP0552                          STATION DESCRIPTION
 BP0552
 BP0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0552'4.3 MI NE FROM ALPINE.
 BP0552'ABOUT 4.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILROAD
 BP0552'FROM THE STATION AT ALPINE, 0.10 MILES SOUTH OF A CATTLE LOADING
 BP0552'AREA, 48 FT. NORTHWEST OF NORTHWEST RAIL, 39 FT. NORTHWEST OF
 BP0552'MILE POST 940, 2 FT. NORTH OF A TELEPHONE POLE, 1 FT. NORTHEAST
 BP0552'OF A RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0309 ***********************************************************************
 BQ0309  DESIGNATION -  X 1097
 BQ0309  PID         -  BQ0309
 BQ0309  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0309  USGS QUAD   -  BLUE MOUNTAIN (1978)
 BQ0309
 BQ0309                         *CURRENT SURVEY CONTROL
 BQ0309  ___________________________________________________________________
 BQ0309* NAD 83(1986)-  30 37 30.     (N)    104 00 30.     (W)     SCALED    
 BQ0309* NAVD 88     -      1595.613  (meters)    5234.94   (feet)  ADJUSTED  
 BQ0309  ___________________________________________________________________
 BQ0309  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0309  DYNAMIC HT  -        1592.966 (meters)    5226.26  (feet)  COMP
 BQ0309  MODELED GRAV-     978,925.0   (mgal)                       NAVD 88
 BQ0309  OBS GRAVITY -     978,922.1   (mgal)                       GRAV_OBS
 BQ0309
 BQ0309  VERT ORDER  -  FIRST     CLASS I
 BQ0309
 BQ0309.The horizontal coordinates were scaled from a topographic map and have
 BQ0309.an estimated accuracy of +/- 6 seconds.
 BQ0309
 BQ0309.The orthometric height was determined by differential leveling
 BQ0309.and adjusted by the National Geodetic Survey in June 1991..
 BQ0309
 BQ0309.The geoid height was determined by GEOID03.
 BQ0309
 BQ0309.The dynamic height is computed by dividing the NAVD 88
 BQ0309.geopotential number by the normal gravity value computed on the
 BQ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0309.degrees latitude (g = 980.6199 gals.).
 BQ0309
 BQ0309.The modeled gravity was interpolated from observed gravity values.
 BQ0309.The observed gravity was obtained from relative gravimeter ties
 BQ0309.to the IGSN71 gravity network.
 BQ0309
 BQ0309;                    North         East    Units  Estimated Accuracy
 BQ0309;SPC TX C     - 3,112,060.      347,750.      MT  (+/- 180 meters Scaled)
 BQ0309
 BQ0309                          SUPERSEDED SURVEY CONTROL
 BQ0309
 BQ0309  NGVD 29 (??/??/92) 1595.021  (m)         5233.00   (f) ADJ UNCH    1 1
 BQ0309
 BQ0309.Superseded values are not recommended for survey control.
 BQ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0309.See file dsdata.txt to determine how the superseded data were derived.
 BQ0309
 BQ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP950884(NAD 83)
 BQ0309_MARKER: DB = BENCH MARK DISK
 BQ0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0309_SP_SET: CULVERT
 BQ0309_STAMPING: X 1097 1977
 BQ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0309
 BQ0309  HISTORY     - Date     Condition        Report By
 BQ0309  HISTORY     - 1977     MONUMENTED       NGS
 BQ0309  HISTORY     - 1988     GOOD             USPSQD
 BQ0309  HISTORY     - 1989     GOOD             USPSQD
 BQ0309  HISTORY     - 19961007 GOOD             USPSQD
 BQ0309
 BQ0309                          STATION DESCRIPTION
 BQ0309
 BQ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0309'9.80 MI NW FROM FORT DAVIS.
 BQ0309'ABOUT 9.80 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0309'COURTHOUSE AT FORT DAVIS, SET IN THE NORTHWEST END OF A NORTHEAST
 BQ0309'CULVERT HEADWALL, 40.2 FT. SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 66 FT.
 BQ0309'THE CENTER LINE OF THE HIGHWAY.
 BQ0309'SOUTHEAST OF THE SOUTHEAST END OF A GATE, 31.3 FT. NORTHEAST OF
 BQ0309'THE CENTER LINE OF THE HIGHWAY.
 BQ0309
 BQ0309                          STATION RECOVERY (1988)
 BQ0309
 BQ0309'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKV)
 BQ0309'RECOVERED IN GOOD CONDITION.
 BQ0309
 BQ0309                          STATION RECOVERY (1989)
 BQ0309
 BQ0309'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0309'RECOVERED IN GOOD CONDITION.
 BQ0309
 BQ0309                          STATION RECOVERY (1996)
 BQ0309
 BQ0309'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0051 ***********************************************************************
 AZ0051  DESIGNATION -  X 1099
 AZ0051  PID         -  AZ0051
 AZ0051  STATE/COUNTY-  TX/KINNEY
 AZ0051  USGS QUAD   -  SPOFFORD (1974)
 AZ0051
 AZ0051                         *CURRENT SURVEY CONTROL
 AZ0051  ___________________________________________________________________
 AZ0051* NAD 83(1986)-  29 13 08.     (N)    100 29 09.     (W)     SCALED    
 AZ0051* NAVD 88     -       309.520  (meters)    1015.48   (feet)  ADJUSTED  
 AZ0051  ___________________________________________________________________
 AZ0051  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0051  DYNAMIC HT  -         309.067 (meters)    1014.00  (feet)  COMP
 AZ0051  MODELED GRAV-     979,172.7   (mgal)                       NAVD 88
 AZ0051
 AZ0051  VERT ORDER  -  FIRST     CLASS II
 AZ0051
 AZ0051.The horizontal coordinates were scaled from a topographic map and have
 AZ0051.an estimated accuracy of +/- 6 seconds.
 AZ0051
 AZ0051.The orthometric height was determined by differential leveling
 AZ0051.and adjusted by the National Geodetic Survey in June 1991..
 AZ0051
 AZ0051.The geoid height was determined by GEOID03.
 AZ0051
 AZ0051.The dynamic height is computed by dividing the NAVD 88
 AZ0051.geopotential number by the normal gravity value computed on the
 AZ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0051.degrees latitude (g = 980.6199 gals.).
 AZ0051
 AZ0051.The modeled gravity was interpolated from observed gravity values.
 AZ0051
 AZ0051;                    North         East    Units  Estimated Accuracy
 AZ0051;SPC TXSC     - 4,154,470.      455,550.      MT  (+/- 180 meters Scaled)
 AZ0051
 AZ0051                          SUPERSEDED SURVEY CONTROL
 AZ0051
 AZ0051  NGVD 29 (??/??/92)  309.420  (m)         1015.16   (f) ADJ UNCH    1 2
 AZ0051
 AZ0051.Superseded values are not recommended for survey control.
 AZ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0051.See file dsdata.txt to determine how the superseded data were derived.
 AZ0051
 AZ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT555331(NAD 83)
 AZ0051_MARKER: DB = BENCH MARK DISK
 AZ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0051_STAMPING: X 1099 1957
 AZ0051_MARK LOGO: CGS   
 AZ0051_PROJECTION: PROJECTING 18 CENTIMETERS
 AZ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0051+STABILITY: SURFACE MOTION
 AZ0051
 AZ0051  HISTORY     - Date     Condition        Report By
 AZ0051  HISTORY     - 1957     MONUMENTED       CGS
 AZ0051  HISTORY     - 1982     GOOD             NGS
 AZ0051  HISTORY     - 19960109 GOOD             USPSQD
 AZ0051
 AZ0051                          STATION DESCRIPTION
 AZ0051
 AZ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0051'5.4 MI NW FROM SPOFFORD.
 AZ0051'5.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0051'STATION AT SPOFFORD, 91 FEET SOUTHWEST OF THE 3RD POLE WEST OF
 AZ0051'MILEPOST 347, 123 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 53 FEET
 AZ0051'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 40 FEET SOUTHEAST OF THE
 AZ0051'CENTER LINE OF A DIRT ROAD LEADING SOUTHWEST, 34.4 FEET SOUTHWEST OF A
 AZ0051'FENCE CORNER, 2 FEET NORTHWEST OF A FENCE, 1.4 FEET SOUTHWEST OF A
 AZ0051'WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 AZ0051'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AZ0051
 AZ0051                          STATION RECOVERY (1982)
 AZ0051
 AZ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0051'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0051'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 8.9 KM (5.55 MI) NORTHWEST
 AZ0051'ALONG A GRAVELED ROAD, ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0051'RAILROAD TRACKS AT A DIRT ROAD LEADING SOUTHWEST, 18.5 METERS
 AZ0051'(61.0 FT) SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 37.4 METERS
 AZ0051'(123.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC
 AZ0051'RAILROAD, 12.1 METERS (40.0 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD
 AZ0051'LEADING SOUTHWEST, 10.3 METERS (34.0 FT) SOUTHWEST OF A CORNER
 AZ0051'FENCEPOST, 0.6 METER (2.0 FT) NORTHWEST OF A FENCE LINE.
 AZ0051'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 AZ0051'THE MARK IS 1.2 M BELOW TOP OF RAILS.
 AZ0051
 AZ0051                          STATION RECOVERY (1996)
 AZ0051
 AZ0051'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0216 ***********************************************************************
 CB0216  DESIGNATION -  X 110 RESET
 CB0216  PID         -  CB0216
 CB0216  STATE/COUNTY-  TX/COKE
 CB0216  USGS QUAD   -  DOG CREEK NE (1987)
 CB0216
 CB0216                         *CURRENT SURVEY CONTROL
 CB0216  ___________________________________________________________________
 CB0216* NAD 83(1986)-  31 43 03.     (N)    100 47 52.     (W)     SCALED    
 CB0216* NAVD 88     -       656.86   (meters)    2155.0    (feet)  RESET     
 CB0216  ___________________________________________________________________
 CB0216  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CB0216
 CB0216  VERT ORDER  -  THIRD
 CB0216
 CB0216.The horizontal coordinates were scaled from a topographic map and have
 CB0216.an estimated accuracy of +/- 6 seconds.
 CB0216
 CB0216.The orthometric height was computed from unverified reset data.
 CB0216
 CB0216.The geoid height was determined by GEOID03.
 CB0216
 CB0216;                    North         East    Units  Estimated Accuracy
 CB0216;SPC TX C     - 3,227,440.      655,980.      MT  (+/- 180 meters Scaled)
 CB0216
 CB0216                          SUPERSEDED SURVEY CONTROL
 CB0216
 CB0216.No superseded survey control is available for this station.
 CB0216
 CB0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA296105(NAD 83)
 CB0216_MARKER: DB = BENCH MARK DISK
 CB0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0216_STAMPING: X 110 RESET 1970
 CB0216_MARK LOGO: NGS   
 CB0216_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CB0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0216+STABILITY: SURFACE MOTION
 CB0216
 CB0216  HISTORY     - Date     Condition        Report By
 CB0216  HISTORY     - 1970     MONUMENTED       NGS
 CB0216  HISTORY     - 1971     GOOD             USGS
 CB0216  HISTORY     - 19991028 GOOD             TXDOT
 CB0216  HISTORY     - 20010219 GOOD             USPSQD
 CB0216
 CB0216                          STATION DESCRIPTION
 CB0216
 CB0216'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0216'5.9 MI NW FROM WATER VALLEY.
 CB0216'3.9 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM WATER VALLEY, 1018 FEET
 CB0216'NORTHWEST OF THE CENTER OF A HIGHWAY BRIDGE, 68 FEET SW OF THE
 CB0216'CENTERLINE OF THE WEST LANE OF THE HIGHWAY, IN THE WEST ROW FENCE.  A
 CB0216'STANDARD DISK STAMPED X 110 RESET 1970 AND SET IN THE TOP OF A
 CB0216'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CB0216
 CB0216                          STATION RECOVERY (1999)
 CB0216
 CB0216'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 CB0216'GOOD CONDITION.
 CB0216
 CB0216                          STATION RECOVERY (2001)
 CB0216
 CB0216'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CB0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0495 ***********************************************************************
 CC0495  DESIGNATION -  X 1100
 CC0495  PID         -  CC0495
 CC0495  STATE/COUNTY-  TX/REEVES
 CC0495  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0495
 CC0495                         *CURRENT SURVEY CONTROL
 CC0495  ___________________________________________________________________
 CC0495* NAD 83(1986)-  31 43 39.     (N)    103 44 02.     (W)     SCALED    
 CC0495* NAVD 88     -       825.590  (meters)    2708.62   (feet)  ADJUSTED  
 CC0495  ___________________________________________________________________
 CC0495  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CC0495  DYNAMIC HT  -         824.371 (meters)    2704.62  (feet)  COMP
 CC0495  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 CC0495
 CC0495  VERT ORDER  -  FIRST     CLASS II
 CC0495
 CC0495.The horizontal coordinates were scaled from a topographic map and have
 CC0495.an estimated accuracy of +/- 6 seconds.
 CC0495
 CC0495.The orthometric height was determined by differential leveling
 CC0495.and adjusted by the National Geodetic Survey in June 1991..
 CC0495
 CC0495.The geoid height was determined by GEOID03.
 CC0495
 CC0495.The dynamic height is computed by dividing the NAVD 88
 CC0495.geopotential number by the normal gravity value computed on the
 CC0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0495.degrees latitude (g = 980.6199 gals.).
 CC0495
 CC0495.The modeled gravity was interpolated from observed gravity values.
 CC0495
 CC0495;                    North         East    Units  Estimated Accuracy
 CC0495;SPC TX C     - 3,233,390.      377,790.      MT  (+/- 180 meters Scaled)
 CC0495
 CC0495                          SUPERSEDED SURVEY CONTROL
 CC0495
 CC0495  NGVD 29 (??/??/92)  825.163  (m)         2707.22   (f) ADJ UNCH    1 2
 CC0495
 CC0495.Superseded values are not recommended for survey control.
 CC0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0495.See file dsdata.txt to determine how the superseded data were derived.
 CC0495
 CC0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR199109(NAD 83)
 CC0495_MARKER: DB = BENCH MARK DISK
 CC0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0495_STAMPING: X 1100 1957
 CC0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0495+STABILITY: SURFACE MOTION
 CC0495
 CC0495  HISTORY     - Date     Condition        Report By
 CC0495  HISTORY     - 1957     MONUMENTED       CGS
 CC0495
 CC0495                          STATION DESCRIPTION
 CC0495
 CC0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0495'7.1 MI NW FROM ARNO.
 CC0495'ABOUT 7.1 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0495'FROM THE SECTION FOREMANS HOUSE AT ARNO, 19 1/2 FEET EAST OF THE 2ND
 CC0495'POLE SOUTHEAST OF MILEPOST 244, 46 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 CC0495'RAIL, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 CC0495'FEET ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CC0495'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0076 ***********************************************************************
 CD0076  DESIGNATION -  X 1101
 CD0076  PID         -  CD0076
 CD0076  STATE/COUNTY-  TX/REEVES
 CD0076  USGS QUAD   -  SCREW BEAN DRAW NE (1973)
 CD0076
 CD0076                         *CURRENT SURVEY CONTROL
 CD0076  ___________________________________________________________________
 CD0076* NAD 83(1986)-  31 58 27.     (N)    104 00 13.     (W)     SCALED    
 CD0076* NAVD 88     -       875.194  (meters)    2871.37   (feet)  ADJUSTED  
 CD0076  ___________________________________________________________________
 CD0076  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CD0076  DYNAMIC HT  -         873.909 (meters)    2867.15  (feet)  COMP
 CD0076  MODELED GRAV-     979,143.2   (mgal)                       NAVD 88
 CD0076
 CD0076  VERT ORDER  -  FIRST     CLASS II
 CD0076
 CD0076.The horizontal coordinates were scaled from a topographic map and have
 CD0076.an estimated accuracy of +/- 6 seconds.
 CD0076
 CD0076.The orthometric height was determined by differential leveling
 CD0076.and adjusted by the National Geodetic Survey in June 1991..
 CD0076
 CD0076.The geoid height was determined by GEOID03.
 CD0076
 CD0076.The dynamic height is computed by dividing the NAVD 88
 CD0076.geopotential number by the normal gravity value computed on the
 CD0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0076.degrees latitude (g = 980.6199 gals.).
 CD0076
 CD0076.The modeled gravity was interpolated from observed gravity values.
 CD0076
 CD0076;                    North         East    Units  Estimated Accuracy
 CD0076;SPC TX C     - 3,261,540.      353,140.      MT  (+/- 180 meters Scaled)
 CD0076
 CD0076                          SUPERSEDED SURVEY CONTROL
 CD0076
 CD0076  NGVD 29 (??/??/92)  874.737  (m)         2869.87   (f) ADJ UNCH    1 2
 CD0076
 CD0076.Superseded values are not recommended for survey control.
 CD0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0076.See file dsdata.txt to determine how the superseded data were derived.
 CD0076
 CD0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER941380(NAD 83)
 CD0076_MARKER: DB = BENCH MARK DISK
 CD0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0076_STAMPING: X 1101 1957
 CD0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0076+STABILITY: SURFACE MOTION
 CD0076
 CD0076  HISTORY     - Date     Condition        Report By
 CD0076  HISTORY     - 1957     MONUMENTED       CGS
 CD0076
 CD0076                          STATION DESCRIPTION
 CD0076
 CD0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0076'11.8 MI NW FROM ORLA.
 CD0076'ABOUT 11.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CD0076'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 101 FEET NORTHWEST OF
 CD0076'MILEPOST 219, 68 FEET WEST OF THE WEST RAIL, 54 FEET EAST OF THE
 CD0076'CENTER LINE OF THE OLD HIGHWAY, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 CD0076'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 CD0076'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0283 ***********************************************************************
 BP0283  DESIGNATION -  X 1102
 BP0283  PID         -  BP0283
 BP0283  STATE/COUNTY-  TX/BREWSTER
 BP0283  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0283
 BP0283                         *CURRENT SURVEY CONTROL
 BP0283  ___________________________________________________________________
 BP0283* NAD 83(1986)-  30 12 51.     (N)    103 17 39.     (W)     SCALED    
 BP0283* NAVD 88     -      1250.442  (meters)    4102.49   (feet)  ADJUSTED  
 BP0283  ___________________________________________________________________
 BP0283  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 BP0283  DYNAMIC HT  -        1248.394 (meters)    4095.77  (feet)  COMP
 BP0283  MODELED GRAV-     978,960.7   (mgal)                       NAVD 88
 BP0283
 BP0283  VERT ORDER  -  FIRST     CLASS II
 BP0283
 BP0283.The horizontal coordinates were scaled from a topographic map and have
 BP0283.an estimated accuracy of +/- 6 seconds.
 BP0283
 BP0283.The orthometric height was determined by differential leveling
 BP0283.and adjusted by the National Geodetic Survey in June 1991..
 BP0283
 BP0283.The geoid height was determined by GEOID03.
 BP0283
 BP0283.The dynamic height is computed by dividing the NAVD 88
 BP0283.geopotential number by the normal gravity value computed on the
 BP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0283.degrees latitude (g = 980.6199 gals.).
 BP0283
 BP0283.The modeled gravity was interpolated from observed gravity values.
 BP0283
 BP0283;                    North         East    Units  Estimated Accuracy
 BP0283;SPC TXSC     - 4,271,460.      186,670.      MT  (+/- 180 meters Scaled)
 BP0283
 BP0283                          SUPERSEDED SURVEY CONTROL
 BP0283
 BP0283  NGVD 29 (??/??/92) 1250.013  (m)         4101.08   (f) ADJ UNCH    1 2
 BP0283
 BP0283.Superseded values are not recommended for survey control.
 BP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0283.See file dsdata.txt to determine how the superseded data were derived.
 BP0283
 BP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP641437(NAD 83)
 BP0283_MARKER: DB = BENCH MARK DISK
 BP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0283_STAMPING: X 1102 1957
 BP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0283+STABILITY: SURFACE MOTION
 BP0283
 BP0283  HISTORY     - Date     Condition        Report By
 BP0283  HISTORY     - 1957     MONUMENTED       CGS
 BP0283  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0283
 BP0283                          STATION DESCRIPTION
 BP0283
 BP0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0283'3.0 MI W FROM MARATHON.
 BP0283'ABOUT 3.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0283'STATION AT MARATHON, 183 FEET NORTH OF AND ACROSS THE TRACK FROM
 BP0283'MILEPOST 579, 101 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 4 FEET
 BP0283'NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE, 71 FEET NORTHWEST OF A
 BP0283'TELEPHONE POLE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 BP0283'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0283'CONCRETE POST PROJECTING 11 INCHES.
 BP0283
 BP0283                          STATION RECOVERY (1966)
 BP0283
 BP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0351 ***********************************************************************
 BP0351  DESIGNATION -  X 1103
 BP0351  PID         -  BP0351
 BP0351  STATE/COUNTY-  TX/BREWSTER
 BP0351  USGS QUAD   -  PAISANO (1972)
 BP0351
 BP0351                         *CURRENT SURVEY CONTROL
 BP0351  ___________________________________________________________________
 BP0351* NAD 83(1986)-  30 20 16.     (N)    103 45 12.     (W)     SCALED    
 BP0351* NAVD 88     -      1453.799  (meters)    4769.67   (feet)  POSTED    
 BP0351  ___________________________________________________________________
 BP0351  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 BP0351  DYNAMIC HT  -        1451.410 (meters)    4761.83  (feet)  COMP
 BP0351  MODELED GRAV-     978,945.9   (mgal)                       NAVD 88
 BP0351
 BP0351  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0351
 BP0351.The horizontal coordinates were scaled from a topographic map and have
 BP0351.an estimated accuracy of +/- 6 seconds.
 BP0351
 BP0351.The orthometric height was determined by differential leveling
 BP0351.and adjusted by the National Geodetic Survey in 1992..
 BP0351.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0351.rate of 1.1 thru 2.0 mm/km.
 BP0351
 BP0351.The geoid height was determined by GEOID03.
 BP0351
 BP0351.The dynamic height is computed by dividing the NAVD 88
 BP0351.geopotential number by the normal gravity value computed on the
 BP0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0351.degrees latitude (g = 980.6199 gals.).
 BP0351
 BP0351.The modeled gravity was interpolated from observed gravity values.
 BP0351
 BP0351;                    North         East    Units  Estimated Accuracy
 BP0351;SPC TXSC     - 4,286,860.      143,050.      MT  (+/- 180 meters Scaled)
 BP0351
 BP0351                          SUPERSEDED SURVEY CONTROL
 BP0351
 BP0351  NGVD 29 (??/??/92) 1453.291  (m)         4768.01   (f) ADJ UNCH    1 2
 BP0351
 BP0351.Superseded values are not recommended for survey control.
 BP0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0351.See file dsdata.txt to determine how the superseded data were derived.
 BP0351
 BP0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP198568(NAD 83)
 BP0351_MARKER: DB = BENCH MARK DISK
 BP0351_SETTING: 66 = SET IN ROCK OUTCROP
 BP0351_SP_SET: ROCK OUTCROP
 BP0351_STAMPING: X 1103 1957
 BP0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0351+STABILITY: POSITION/ELEVATION WELL
 BP0351
 BP0351  HISTORY     - Date     Condition        Report By
 BP0351  HISTORY     - 1957     MONUMENTED       CGS
 BP0351  HISTORY     - 1977     GOOD             NGS
 BP0351
 BP0351                          STATION DESCRIPTION
 BP0351
 BP0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0351'5.9 MI SW FROM ALPINE.
 BP0351'ABOUT 5.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0351'FROM THE STATION AT ALPINE, 47 FEET WEST OF THE 3RD POLE SOUTHWEST OF
 BP0351'MILEPOST 613, IN THE TOP OF THE LEDGE OF A ROCK OUTCROP, 7 1/2 FEET
 BP0351'NORTHWEST OF THE NORTHWEST RAIL, MIDWAY OF A ROCKY CUT, 105 FEET WEST
 BP0351'OF A BRACED POWER POLE WITH THE LINE CROSSING THE TRACK, AND ABOUT 7
 BP0351'INCHES ABOVE THE LEVEL OF THE TRACK.
 BP0351
 BP0351                          STATION RECOVERY (1977)
 BP0351
 BP0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0117 ***********************************************************************
 BQ0117  DESIGNATION -  X 1104
 BQ0117  PID         -  BQ0117
 BQ0117  STATE/COUNTY-  TX/PRESIDIO
 BQ0117  USGS QUAD   -  MARFA (1983)
 BQ0117
 BQ0117                         *CURRENT SURVEY CONTROL
 BQ0117  ___________________________________________________________________
 BQ0117* NAD 83(1986)-  30 18 53.     (N)    104 03 25.     (W)     SCALED    
 BQ0117* NAVD 88     -      1449.882  (meters)    4756.82   (feet)  ADJUSTED  
 BQ0117  ___________________________________________________________________
 BQ0117  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BQ0117  DYNAMIC HT  -        1447.460 (meters)    4748.88  (feet)  COMP
 BQ0117  MODELED GRAV-     978,920.4   (mgal)                       NAVD 88
 BQ0117
 BQ0117  VERT ORDER  -  FIRST     CLASS II
 BQ0117
 BQ0117.The horizontal coordinates were scaled from a topographic map and have
 BQ0117.an estimated accuracy of +/- 6 seconds.
 BQ0117
 BQ0117.The orthometric height was determined by differential leveling
 BQ0117.and adjusted by the National Geodetic Survey in June 1991..
 BQ0117
 BQ0117.The geoid height was determined by GEOID03.
 BQ0117
 BQ0117.The dynamic height is computed by dividing the NAVD 88
 BQ0117.geopotential number by the normal gravity value computed on the
 BQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0117.degrees latitude (g = 980.6199 gals.).
 BQ0117
 BQ0117.The modeled gravity was interpolated from observed gravity values.
 BQ0117
 BQ0117;                    North         East    Units  Estimated Accuracy
 BQ0117;SPC TXSC     - 4,285,530.      113,770.      MT  (+/- 180 meters Scaled)
 BQ0117
 BQ0117                          SUPERSEDED SURVEY CONTROL
 BQ0117
 BQ0117  NGVD 29 (??/??/92) 1449.287  (m)         4754.87   (f) ADJ UNCH    1 2
 BQ0117
 BQ0117.Superseded values are not recommended for survey control.
 BQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0117.See file dsdata.txt to determine how the superseded data were derived.
 BQ0117
 BQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP906540(NAD 83)
 BQ0117_MARKER: DB = BENCH MARK DISK
 BQ0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0117_SP_SET: TILE
 BQ0117_STAMPING: X 1104 1957
 BQ0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0117
 BQ0117  HISTORY     - Date     Condition        Report By
 BQ0117  HISTORY     - 1957     MONUMENTED       CGS
 BQ0117  HISTORY     - 1966     POOR             NGS
 BQ0117
 BQ0117                          STATION DESCRIPTION
 BQ0117
 BQ0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0117'2.3 MI NW FROM MARFA.
 BQ0117'ABOUT 2.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0117'FROM THE STATION AT MARFA, 41 FEET NORTHEAST OF MILEPOST 635, 23 FEET
 BQ0117'SOUTH OF THE SOUTH RAIL, 14 1/2 FEET EAST OF THE CENTER OF A HANDCAR
 BQ0117'SETOFF, 26 FEET NORTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN
 BQ0117'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON
 BQ0117'THE TOP OF A 5/8 INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 BQ0117'26 1/2 FEET AND IS ENCASED IN AN 8 INCH TILE WHICH PROJECTS 8 INCHES.
 BQ0117'NOTE-- THE TILE ENCASEMENT IS BROKEN AND THE MARK CAP IS BENT.  MARK
 BQ0117'DOES NOT PROJECT, BUT IS ABOUT 7 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0117 ***********************************************************************
 BP0117  DESIGNATION -  X 1105
 BP0117  PID         -  BP0117
 BP0117  STATE/COUNTY-  TX/BREWSTER
 BP0117  USGS QUAD   -  TESNUS (1968)
 BP0117
 BP0117                         *CURRENT SURVEY CONTROL
 BP0117  ___________________________________________________________________
 BP0117* NAD 83(1986)-  30 06 45.     (N)    102 52 49.     (W)     SCALED    
 BP0117* NAVD 88     -      1119.507  (meters)    3672.92   (feet)  ADJUSTED  
 BP0117  ___________________________________________________________________
 BP0117  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BP0117  DYNAMIC HT  -        1117.713 (meters)    3667.03  (feet)  COMP
 BP0117  MODELED GRAV-     979,000.9   (mgal)                       NAVD 88
 BP0117
 BP0117  VERT ORDER  -  FIRST     CLASS II
 BP0117
 BP0117.The horizontal coordinates were scaled from a topographic map and have
 BP0117.an estimated accuracy of +/- 6 seconds.
 BP0117
 BP0117.The orthometric height was determined by differential leveling
 BP0117.and adjusted by the National Geodetic Survey in June 1991..
 BP0117
 BP0117.The geoid height was determined by GEOID03.
 BP0117
 BP0117.The dynamic height is computed by dividing the NAVD 88
 BP0117.geopotential number by the normal gravity value computed on the
 BP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0117.degrees latitude (g = 980.6199 gals.).
 BP0117
 BP0117.The modeled gravity was interpolated from observed gravity values.
 BP0117
 BP0117;                    North         East    Units  Estimated Accuracy
 BP0117;SPC TXSC     - 4,258,800.      226,120.      MT  (+/- 180 meters Scaled)
 BP0117
 BP0117                          SUPERSEDED SURVEY CONTROL
 BP0117
 BP0117  NGVD 29 (??/??/92) 1119.180  (m)         3671.84   (f) ADJ UNCH    1 2
 BP0117
 BP0117.Superseded values are not recommended for survey control.
 BP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0117.See file dsdata.txt to determine how the superseded data were derived.
 BP0117
 BP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP042331(NAD 83)
 BP0117_MARKER: DB = BENCH MARK DISK
 BP0117_SETTING: 66 = SET IN ROCK OUTCROP
 BP0117_SP_SET: ROCK OUTCROP
 BP0117_STAMPING: X 1105 1957
 BP0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0117+STABILITY: POSITION/ELEVATION WELL
 BP0117
 BP0117  HISTORY     - Date     Condition        Report By
 BP0117  HISTORY     - 1957     MONUMENTED       CGS
 BP0117
 BP0117                          STATION DESCRIPTION
 BP0117
 BP0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0117'18.55 MI SW FROM LONGFELLOW.
 BP0117'ABOUT 18.55 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0117'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 6 RAILS SOUTHEAST OF
 BP0117'THE SOUTHEAST END OF TRESTLE NUMBER 550.79, IN THE TOP OF A FLAT ROCK
 BP0117'OUTCROP AND FLUSH WITH THE GROUND, 32 FEET NORTHEAST OF THE NORTHEAST
 BP0117'RAIL, 16 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 14 1/2 FEET SOUTHWEST
 BP0117'OF A FENCE, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0064 ***********************************************************************
 BP0064  DESIGNATION -  X 1106
 BP0064  PID         -  BP0064
 BP0064  STATE/COUNTY-  TX/TERRELL
 BP0064  USGS QUAD   -  MOFETA (1969)
 BP0064
 BP0064                         *CURRENT SURVEY CONTROL
 BP0064  ___________________________________________________________________
 BP0064* NAD 83(1986)-  30 03 48.     (N)    102 14 32.     (W)     SCALED    
 BP0064* NAVD 88     -       735.169  (meters)    2411.97   (feet)  ADJUSTED  
 BP0064  ___________________________________________________________________
 BP0064  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 BP0064  DYNAMIC HT  -         734.053 (meters)    2408.31  (feet)  COMP
 BP0064  MODELED GRAV-     979,099.6   (mgal)                       NAVD 88
 BP0064
 BP0064  VERT ORDER  -  FIRST     CLASS II
 BP0064
 BP0064.The horizontal coordinates were scaled from a topographic map and have
 BP0064.an estimated accuracy of +/- 6 seconds.
 BP0064
 BP0064.The orthometric height was determined by differential leveling
 BP0064.and adjusted by the National Geodetic Survey in June 1991..
 BP0064
 BP0064.The geoid height was determined by GEOID03.
 BP0064
 BP0064.The dynamic height is computed by dividing the NAVD 88
 BP0064.geopotential number by the normal gravity value computed on the
 BP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0064.degrees latitude (g = 980.6199 gals.).
 BP0064
 BP0064.The modeled gravity was interpolated from observed gravity values.
 BP0064
 BP0064;                    North         East    Units  Estimated Accuracy
 BP0064;SPC TXSC     - 4,251,480.      287,430.      MT  (+/- 180 meters Scaled)
 BP0064
 BP0064                          SUPERSEDED SURVEY CONTROL
 BP0064
 BP0064  NGVD 29 (??/??/92)  734.956  (m)         2411.27   (f) ADJ UNCH    1 2
 BP0064
 BP0064.Superseded values are not recommended for survey control.
 BP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0064.See file dsdata.txt to determine how the superseded data were derived.
 BP0064
 BP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP658290(NAD 83)
 BP0064_MARKER: DB = BENCH MARK DISK
 BP0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0064_STAMPING: X 1106 1957
 BP0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0064+STABILITY: SURFACE MOTION
 BP0064
 BP0064  HISTORY     - Date     Condition        Report By
 BP0064  HISTORY     - 1957     MONUMENTED       CGS
 BP0064  HISTORY     - 1958     GOOD             NGS
 BP0064
 BP0064                          STATION DESCRIPTION
 BP0064
 BP0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0064'7.85 MI NW FROM DRYDEN.
 BP0064'ABOUT 7.85 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0064'FROM THE STATION AT DRYDEN, 38 1/2 FEET WEST-NORTHWEST OF MILEPOST
 BP0064'493, 52 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 3 FEET SOUTH OF A
 BP0064'FENCE, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 BP0064'LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BP0064'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0320 ***********************************************************************
 AZ0320  DESIGNATION -  X 1107
 AZ0320  PID         -  AZ0320
 AZ0320  STATE/COUNTY-  TX/TERRELL
 AZ0320  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0320
 AZ0320                         *CURRENT SURVEY CONTROL
 AZ0320  ___________________________________________________________________
 AZ0320* NAD 83(1986)-  29 59 06.     (N)    101 54 27.     (W)     SCALED    
 AZ0320* NAVD 88     -       520.986  (meters)    1709.27   (feet)  ADJUSTED  
 AZ0320  ___________________________________________________________________
 AZ0320  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AZ0320  DYNAMIC HT  -         520.209 (meters)    1706.72  (feet)  COMP
 AZ0320  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 AZ0320
 AZ0320  VERT ORDER  -  FIRST     CLASS II
 AZ0320
 AZ0320.The horizontal coordinates were scaled from a topographic map and have
 AZ0320.an estimated accuracy of +/- 6 seconds.
 AZ0320
 AZ0320.The orthometric height was determined by differential leveling
 AZ0320.and adjusted by the National Geodetic Survey in June 1991..
 AZ0320
 AZ0320.The geoid height was determined by GEOID03.
 AZ0320
 AZ0320.The dynamic height is computed by dividing the NAVD 88
 AZ0320.geopotential number by the normal gravity value computed on the
 AZ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0320.degrees latitude (g = 980.6199 gals.).
 AZ0320
 AZ0320.The modeled gravity was interpolated from observed gravity values.
 AZ0320
 AZ0320;                    North         East    Units  Estimated Accuracy
 AZ0320;SPC TXSC     - 4,241,950.      319,470.      MT  (+/- 180 meters Scaled)
 AZ0320
 AZ0320                          SUPERSEDED SURVEY CONTROL
 AZ0320
 AZ0320  NGVD 29 (??/??/92)  520.822  (m)         1708.73   (f) ADJ UNCH    1 2
 AZ0320
 AZ0320.Superseded values are not recommended for survey control.
 AZ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0320.See file dsdata.txt to determine how the superseded data were derived.
 AZ0320
 AZ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU194206(NAD 83)
 AZ0320_MARKER: DB = BENCH MARK DISK
 AZ0320_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0320_SP_SET: OUTCROP
 AZ0320_STAMPING: X 1107 1957
 AZ0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0320+STABILITY: POSITION/ELEVATION WELL
 AZ0320
 AZ0320  HISTORY     - Date     Condition        Report By
 AZ0320  HISTORY     - 1957     MONUMENTED       CGS
 AZ0320  HISTORY     - 1958     GOOD             NGS
 AZ0320
 AZ0320                          STATION DESCRIPTION
 AZ0320
 AZ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0320'15.15 MI SE FROM DRYDEN.
 AZ0320'ABOUT 15.15 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0320'FROM THE STATION AT DRYDEN, 101 FEET NORTHWEST OF AND ACROSS THE TRACK
 AZ0320'FROM MILEPOST 470, IN THE TOP OF A FLAT ROCK OUTCROP WHICH IS FLUSH
 AZ0320'WITH THE GROUND, 28 1/2 FEET EAST OF THE EAST RAIL, 1 1/2 RAILS SOUTH
 AZ0320'OF THE SOUTH END OF A ROCKY CUT, 37 FEET NORTH OF A TELEPHONE POLE, 18
 AZ0320'1/2 FEET WEST OF THE EAST RIGHT OF WAY FENCE, IN LINE WITH A ROW OF
 AZ0320'TELEPHONE POLES, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0004 ***********************************************************************
 BQ0004  DESIGNATION -  X 1108
 BQ0004  PID         -  BQ0004
 BQ0004  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0004  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0004
 BQ0004                         *CURRENT SURVEY CONTROL
 BQ0004  ___________________________________________________________________
 BQ0004* NAD 83(1986)-  30 35 40.     (N)    104 29 21.     (W)     SCALED    
 BQ0004* NAVD 88     -      1355.497  (meters)    4447.16   (feet)  ADJUSTED  
 BQ0004  ___________________________________________________________________
 BQ0004  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BQ0004  DYNAMIC HT  -        1353.262 (meters)    4439.83  (feet)  COMP
 BQ0004  MODELED GRAV-     978,946.0   (mgal)                       NAVD 88
 BQ0004
 BQ0004  VERT ORDER  -  FIRST     CLASS II
 BQ0004
 BQ0004.The horizontal coordinates were scaled from a topographic map and have
 BQ0004.an estimated accuracy of +/- 6 seconds.
 BQ0004
 BQ0004.The orthometric height was determined by differential leveling
 BQ0004.and adjusted by the National Geodetic Survey in June 1991..
 BQ0004
 BQ0004.The geoid height was determined by GEOID03.
 BQ0004
 BQ0004.The dynamic height is computed by dividing the NAVD 88
 BQ0004.geopotential number by the normal gravity value computed on the
 BQ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0004.degrees latitude (g = 980.6199 gals.).
 BQ0004
 BQ0004.The modeled gravity was interpolated from observed gravity values.
 BQ0004
 BQ0004;                    North         East    Units  Estimated Accuracy
 BQ0004;SPC TX C     - 3,110,290.      301,560.      MT  (+/- 180 meters Scaled)
 BQ0004
 BQ0004                          SUPERSEDED SURVEY CONTROL
 BQ0004
 BQ0004  NGVD 29 (??/??/92) 1354.915  (m)         4445.25   (f) ADJ UNCH    1 2
 BQ0004
 BQ0004.Superseded values are not recommended for survey control.
 BQ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0004.See file dsdata.txt to determine how the superseded data were derived.
 BQ0004
 BQ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP489847(NAD 83)
 BQ0004_MARKER: DB = BENCH MARK DISK
 BQ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0004_STAMPING: X 1108 1957
 BQ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0004+STABILITY: SURFACE MOTION
 BQ0004
 BQ0004  HISTORY     - Date     Condition        Report By
 BQ0004  HISTORY     - 1957     MONUMENTED       CGS
 BQ0004
 BQ0004                          STATION DESCRIPTION
 BQ0004
 BQ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0004'0.85 MI N FROM VALENTINE.
 BQ0004'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0004'THE STATION AT VALENTINE, THENCE 0.65 MILE NORTHEAST ALONG A DIRT
 BQ0004'ROAD, AT A CURVE IN THE ROAD, 45 FEET EAST OF THE CENTER LINE OF THE
 BQ0004'ROAD, 148 FEET EAST OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 BQ0004'OF A STUCCO HOUSE, 69 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 2
 BQ0004'FEET WEST OF A FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 BQ0004'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BQ0004'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0526 ***********************************************************************
 CU0526  DESIGNATION -  X 111
 CU0526  PID         -  CU0526
 CU0526  STATE/COUNTY-  TX/HOWARD
 CU0526  USGS QUAD   -  LEES (1971)
 CU0526
 CU0526                         *CURRENT SURVEY CONTROL
 CU0526  ___________________________________________________________________
 CU0526* NAD 83(1986)-  32 06 13.     (N)    101 25 26.     (W)     SCALED    
 CU0526* NAVD 88     -       831.376  (meters)    2727.61   (feet)  ADJUSTED  
 CU0526  ___________________________________________________________________
 CU0526  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 CU0526  DYNAMIC HT  -         830.230 (meters)    2723.85  (feet)  COMP
 CU0526  MODELED GRAV-     979,233.4   (mgal)                       NAVD 88
 CU0526
 CU0526  VERT ORDER  -  FIRST     CLASS II
 CU0526
 CU0526.The horizontal coordinates were scaled from a topographic map and have
 CU0526.an estimated accuracy of +/- 6 seconds.
 CU0526
 CU0526.The orthometric height was determined by differential leveling
 CU0526.and adjusted by the National Geodetic Survey in June 1991..
 CU0526
 CU0526.The geoid height was determined by GEOID03.
 CU0526
 CU0526.The dynamic height is computed by dividing the NAVD 88
 CU0526.geopotential number by the normal gravity value computed on the
 CU0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0526.degrees latitude (g = 980.6199 gals.).
 CU0526
 CU0526.The modeled gravity was interpolated from observed gravity values.
 CU0526
 CU0526;                    North         East    Units  Estimated Accuracy
 CU0526;SPC TXNC     - 2,052,300.      324,060.      MT  (+/- 180 meters Scaled)
 CU0526
 CU0526                          SUPERSEDED SURVEY CONTROL
 CU0526
 CU0526  NGVD 29 (??/??/92)  831.111  (m)         2726.74   (f) ADJ UNCH    1 2
 CU0526
 CU0526.Superseded values are not recommended for survey control.
 CU0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0526.See file dsdata.txt to determine how the superseded data were derived.
 CU0526
 CU0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA712544(NAD 83)
 CU0526_MARKER: DB = BENCH MARK DISK
 CU0526_SETTING: 66 = SET IN ROCK OUTCROP
 CU0526_SP_SET: BEDROCK
 CU0526_STAMPING: 2726.737 X 111 1933
 CU0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0526+STABILITY: POSITION/ELEVATION WELL
 CU0526
 CU0526  HISTORY     - Date     Condition        Report By
 CU0526  HISTORY     - 1933     MONUMENTED       CGS
 CU0526
 CU0526                          STATION DESCRIPTION
 CU0526
 CU0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CU0526'13.6 MI SE FROM BIG SPRING.
 CU0526'13.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM BIG SPRING, HOWARD
 CU0526'COUNTY, ON THE OLD HIGHWAY, 300 FEET SOUTH OF THE INTERSECTION OF AN
 CU0526'EAST-AND-WEST ROAD, OPPOSITE TWO GRAY HOUSES, 55 FEET NORTHEAST OF THE
 CU0526'CENTER LINE OF THE OLD HIGHWAY, AND IN BEDROCK.  A STANDARD DISK,
 CU0526'STAMPED 2726.737 X 111 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0295 ***********************************************************************
 AZ0295  DESIGNATION -  X 1110
 AZ0295  PID         -  AZ0295
 AZ0295  STATE/COUNTY-  TX/VAL VERDE
 AZ0295  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0295
 AZ0295                         *CURRENT SURVEY CONTROL
 AZ0295  ___________________________________________________________________
 AZ0295* NAD 83(1986)-  29 23 01.     (N)    101 00 44.     (W)     SCALED    
 AZ0295* NAVD 88     -       283.599  (meters)     930.44   (feet)  POSTED    
 AZ0295  ___________________________________________________________________
 AZ0295  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0295  DYNAMIC HT  -         283.180 (meters)     929.07  (feet)  COMP
 AZ0295  MODELED GRAV-     979,172.2   (mgal)                       NAVD 88
 AZ0295
 AZ0295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0295
 AZ0295.The horizontal coordinates were scaled from a topographic map and have
 AZ0295.an estimated accuracy of +/- 6 seconds.
 AZ0295
 AZ0295.The orthometric height was determined by differential leveling
 AZ0295.and adjusted by the National Geodetic Survey in 1992..
 AZ0295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0295.rate of 0.0 thru 1.0 mm/km.
 AZ0295
 AZ0295.The geoid height was determined by GEOID03.
 AZ0295
 AZ0295.The dynamic height is computed by dividing the NAVD 88
 AZ0295.geopotential number by the normal gravity value computed on the
 AZ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0295.degrees latitude (g = 980.6199 gals.).
 AZ0295
 AZ0295.The modeled gravity was interpolated from observed gravity values.
 AZ0295
 AZ0295;                    North         East    Units  Estimated Accuracy
 AZ0295;SPC TXSC     - 4,173,490.      404,700.      MT  (+/- 180 meters Scaled)
 AZ0295
 AZ0295                          SUPERSEDED SURVEY CONTROL
 AZ0295
 AZ0295  NGVD 29 (??/??/92)  283.541  (m)          930.25   (f) ADJ UNCH    1 2
 AZ0295
 AZ0295.Superseded values are not recommended for survey control.
 AZ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0295.See file dsdata.txt to determine how the superseded data were derived.
 AZ0295
 AZ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT047521(NAD 83)
 AZ0295_MARKER: DB = BENCH MARK DISK
 AZ0295_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AZ0295_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AZ0295_STAMPING: X 1110 1957
 AZ0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0295
 AZ0295  HISTORY     - Date     Condition        Report By
 AZ0295  HISTORY     - 1957     MONUMENTED       CGS
 AZ0295  HISTORY     - 1958     GOOD             NGS
 AZ0295
 AZ0295                          STATION DESCRIPTION
 AZ0295
 AZ0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0295'7.3 MI W FROM DEL RIO.
 AZ0295'ABOUT 7.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0295'STATION AT DEL RIO, 22 FEET NORTHWEST OF THE 3RD POLE SOUTHEAST OF
 AZ0295'MILEPOST 386, 26 FEET NORTHEAST OF THE NORTHEAST RAIL, 27 FEET NORTH
 AZ0295'OF A SEMAPHORE, 3 FEET NORTHEAST OF THE NORTHEAST END OF A SECTION CAR
 AZ0295'SETOFF, 1 FOOT NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WHITE
 AZ0295'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A
 AZ0295'3-INCH IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0259 ***********************************************************************
 AZ0259  DESIGNATION -  X 1111
 AZ0259  PID         -  AZ0259
 AZ0259  STATE/COUNTY-  TX/VAL VERDE
 AZ0259  USGS QUAD   -  COMSTOCK (1972)
 AZ0259
 AZ0259                         *CURRENT SURVEY CONTROL
 AZ0259  ___________________________________________________________________
 AZ0259* NAD 83(1986)-  29 41 05.     (N)    101 10 26.     (W)     SCALED    
 AZ0259* NAVD 88     -       471.494  (meters)    1546.89   (feet)  POSTED    
 AZ0259  ___________________________________________________________________
 AZ0259  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0259  DYNAMIC HT  -         470.800 (meters)    1544.62  (feet)  COMP
 AZ0259  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 AZ0259
 AZ0259  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AZ0259
 AZ0259.The horizontal coordinates were scaled from a topographic map and have
 AZ0259.an estimated accuracy of +/- 6 seconds.
 AZ0259
 AZ0259.The orthometric height was determined by differential leveling
 AZ0259.and adjusted by the National Geodetic Survey in 1992..
 AZ0259.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AZ0259.rate of 2.1 thru 3.0 mm/km.
 AZ0259
 AZ0259.The geoid height was determined by GEOID03.
 AZ0259
 AZ0259.The dynamic height is computed by dividing the NAVD 88
 AZ0259.geopotential number by the normal gravity value computed on the
 AZ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0259.degrees latitude (g = 980.6199 gals.).
 AZ0259
 AZ0259.The modeled gravity was interpolated from observed gravity values.
 AZ0259
 AZ0259;                    North         East    Units  Estimated Accuracy
 AZ0259;SPC TXSC     - 4,207,140.      389,630.      MT  (+/- 180 meters Scaled)
 AZ0259
 AZ0259                          SUPERSEDED SURVEY CONTROL
 AZ0259
 AZ0259  NGVD 29 (??/??/92)  471.385  (m)         1546.54   (f) ADJ UNCH    1 2
 AZ0259
 AZ0259.Superseded values are not recommended for survey control.
 AZ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0259.See file dsdata.txt to determine how the superseded data were derived.
 AZ0259
 AZ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT896858(NAD 83)
 AZ0259_MARKER: DB = BENCH MARK DISK
 AZ0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0259_SP_SET: CONCRETE BASE
 AZ0259_STAMPING: X 1111 1957
 AZ0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0259
 AZ0259  HISTORY     - Date     Condition        Report By
 AZ0259  HISTORY     - 1957     MONUMENTED       CGS
 AZ0259  HISTORY     - 1958     GOOD             NGS
 AZ0259  HISTORY     - 1971     MARK NOT FOUND   USGS
 AZ0259  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0259
 AZ0259                          STATION DESCRIPTION
 AZ0259
 AZ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0259'IN COMSTOCK.
 AZ0259'AT COMSTOCK, AT THE TEXAS AND NEW ORLEANS RAILROAD STATION, 25 FEET
 AZ0259'WEST OF THE NORTHEAST CORNER OF THE STATION, IN THE TOP OF THE
 AZ0259'NORTHWEST CORNER OF THE CONCRETE BASE OF THE SIGNAL BLOCK IN FRONT OF
 AZ0259'THE TICKET OFFICE WINDOW, 21 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE
 AZ0259'MAIN TRACK, AND ABOUT LEVEL WITH THE TRACK.
 AZ0259
 AZ0259                          STATION RECOVERY (1971)
 AZ0259
 AZ0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AZ0259'MARK NOT FOUND.
 AZ0259
 AZ0259                          STATION RECOVERY (1981)
 AZ0259
 AZ0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0259'THE SIGNAL BOX IS NO LONGER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0357 ***********************************************************************
 AZ0357  DESIGNATION -  X 1113
 AZ0357  PID         -  AZ0357
 AZ0357  STATE/COUNTY-  TX/VAL VERDE
 AZ0357  USGS QUAD   -  RAMSEY CANYON (1980)
 AZ0357
 AZ0357                         *CURRENT SURVEY CONTROL
 AZ0357  ___________________________________________________________________
 AZ0357* NAD 83(1986)-  29 52 22.     (N)    101 37 46.     (W)     SCALED    
 AZ0357* NAVD 88     -       484.644  (meters)    1590.04   (feet)  ADJUSTED  
 AZ0357  ___________________________________________________________________
 AZ0357  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AZ0357  DYNAMIC HT  -         483.913 (meters)    1587.64  (feet)  COMP
 AZ0357  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 AZ0357
 AZ0357  VERT ORDER  -  FIRST     CLASS II
 AZ0357
 AZ0357.The horizontal coordinates were scaled from a topographic map and have
 AZ0357.an estimated accuracy of +/- 6 seconds.
 AZ0357
 AZ0357.The orthometric height was determined by differential leveling
 AZ0357.and adjusted by the National Geodetic Survey in June 1991..
 AZ0357
 AZ0357.The geoid height was determined by GEOID03.
 AZ0357
 AZ0357.The dynamic height is computed by dividing the NAVD 88
 AZ0357.geopotential number by the normal gravity value computed on the
 AZ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0357.degrees latitude (g = 980.6199 gals.).
 AZ0357
 AZ0357.The modeled gravity was interpolated from observed gravity values.
 AZ0357
 AZ0357;                    North         East    Units  Estimated Accuracy
 AZ0357;SPC TXSC     - 4,228,880.      346,020.      MT  (+/- 180 meters Scaled)
 AZ0357
 AZ0357                          SUPERSEDED SURVEY CONTROL
 AZ0357
 AZ0357  NGVD 29 (??/??/92)  484.499  (m)         1589.56   (f) ADJ UNCH    1 2
 AZ0357
 AZ0357.Superseded values are not recommended for survey control.
 AZ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0357.See file dsdata.txt to determine how the superseded data were derived.
 AZ0357
 AZ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU460075(NAD 83)
 AZ0357_MARKER: DB = BENCH MARK DISK
 AZ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0357_STAMPING: X 1113 1957
 AZ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0357+STABILITY: SURFACE MOTION
 AZ0357
 AZ0357  HISTORY     - Date     Condition        Report By
 AZ0357  HISTORY     - 1957     MONUMENTED       CGS
 AZ0357  HISTORY     - 1958     GOOD             NGS
 AZ0357
 AZ0357                          STATION DESCRIPTION
 AZ0357
 AZ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0357'5.55 MI NW FROM LANGTRY.
 AZ0357'ABOUT 5.55 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0357'FROM THE STATION AT LANGTRY, 64 FEET WEST OF THE 13TH POLE NORTHWEST
 AZ0357'OF MILEPOST 448, 100 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 11 1/2
 AZ0357'RAILS NORTHWEST OF SEMAPHORE 448.2, 2 FEET SOUTHWEST OF THE SOUTHWEST
 AZ0357'RIGHT OF WAY FENCE, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A
 AZ0357'4-INCH TILE PIPE FILLED WITH CONCRETE AND PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0454 ***********************************************************************
 BP0454  DESIGNATION -  X 1114
 BP0454  PID         -  BP0454
 BP0454  STATE/COUNTY-  TX/JEFF DAVIS
 BP0454  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0454
 BP0454                         *CURRENT SURVEY CONTROL
 BP0454  ___________________________________________________________________
 BP0454* NAD 83(1986)-  30 36 45.     (N)    103 52 30.     (W)     SCALED    
 BP0454* NAVD 88     -      1462.515  (meters)    4798.27   (feet)  ADJUSTED  
 BP0454  ___________________________________________________________________
 BP0454  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 BP0454  DYNAMIC HT  -        1460.135 (meters)    4790.46  (feet)  COMP
 BP0454  MODELED GRAV-     978,962.3   (mgal)                       NAVD 88
 BP0454
 BP0454  VERT ORDER  -  FIRST     CLASS I
 BP0454
 BP0454.The horizontal coordinates were scaled from a topographic map and have
 BP0454.an estimated accuracy of +/- 6 seconds.
 BP0454
 BP0454.The orthometric height was determined by differential leveling
 BP0454.and adjusted by the National Geodetic Survey in June 1991..
 BP0454.WARNING-Repeat measurements at this control monument indicate possible
 BP0454.vertical movement.
 BP0454
 BP0454.The geoid height was determined by GEOID03.
 BP0454
 BP0454.The dynamic height is computed by dividing the NAVD 88
 BP0454.geopotential number by the normal gravity value computed on the
 BP0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0454.degrees latitude (g = 980.6199 gals.).
 BP0454
 BP0454.The modeled gravity was interpolated from observed gravity values.
 BP0454
 BP0454;                    North         East    Units  Estimated Accuracy
 BP0454;SPC TX C     - 3,110,260.      360,490.      MT  (+/- 180 meters Scaled)
 BP0454
 BP0454                          SUPERSEDED SURVEY CONTROL
 BP0454
 BP0454  NGVD 29 (??/??/92) 1461.971  (m)         4796.48   (f) ADJ UNCH    1 1
 BP0454
 BP0454.Superseded values are not recommended for survey control.
 BP0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0454.See file dsdata.txt to determine how the superseded data were derived.
 BP0454
 BP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP078871(NAD 83)
 BP0454_MARKER: DB = BENCH MARK DISK
 BP0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0454_STAMPING: X 1114 1958
 BP0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0454+STABILITY: SURFACE MOTION
 BP0454
 BP0454  HISTORY     - Date     Condition        Report By
 BP0454  HISTORY     - 1958     MONUMENTED       CGS
 BP0454  HISTORY     - 1977     GOOD             NGS
 BP0454  HISTORY     - 1988     GOOD             USPSQD
 BP0454  HISTORY     - 1989     GOOD             USPSQD
 BP0454  HISTORY     - 19961007 GOOD             USPSQD
 BP0454  HISTORY     - 20030322 GOOD             USPSQD
 BP0454
 BP0454                          STATION DESCRIPTION
 BP0454
 BP0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0454'2.1 MI NE FROM FORT DAVIS.
 BP0454'ABOUT 2.1 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0454'COURTHOUSE AT FORT DAVIS, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BP0454'HIGHWAY, 0.85 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 118,
 BP0454'ABOUT 200 FEET NORTH-NORTHWEST OF A LOW STUCCO FARMHOUSE, 74 FEET
 BP0454'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 BP0454'HEADWALL OF A CULVERT, 22 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1
 BP0454'1/2 FEET NORTHWEST OF A FENCE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 BP0454'WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES, AND
 BP0454'ABOUT LEVEL WITH THE HIGHWAY.
 BP0454
 BP0454                          STATION RECOVERY (1977)
 BP0454
 BP0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0454'RECOVERED IN GOOD CONDITION.
 BP0454
 BP0454                          STATION RECOVERY (1988)
 BP0454
 BP0454'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0454'RECOVERED IN GOOD CONDITION.
 BP0454
 BP0454                          STATION RECOVERY (1989)
 BP0454
 BP0454'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0454'RECOVERED IN GOOD CONDITION.
 BP0454
 BP0454                          STATION RECOVERY (1996)
 BP0454
 BP0454'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0454'RECOVERED IN GOOD CONDITION.
 BP0454
 BP0454                          STATION RECOVERY (2003)
 BP0454
 BP0454'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0515 ***********************************************************************
 BP0515  DESIGNATION -  X 1115
 BP0515  PID         -  BP0515
 BP0515  STATE/COUNTY-  TX/REEVES
 BP0515  USGS QUAD   -  TOYAHVALE (1972)
 BP0515
 BP0515                         *CURRENT SURVEY CONTROL
 BP0515  ___________________________________________________________________
 BP0515* NAD 83(1986)-  30 58 37.     (N)    103 45 35.     (W)     SCALED    
 BP0515* NAVD 88     -       983.625  (meters)    3227.11   (feet)  POSTED    
 BP0515  ___________________________________________________________________
 BP0515  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BP0515  DYNAMIC HT  -         982.130 (meters)    3222.20  (feet)  COMP
 BP0515  MODELED GRAV-     979,088.7   (mgal)                       NAVD 88
 BP0515
 BP0515  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0515
 BP0515.The horizontal coordinates were scaled from a topographic map and have
 BP0515.an estimated accuracy of +/- 6 seconds.
 BP0515
 BP0515.The orthometric height was determined by differential leveling
 BP0515.and adjusted by the National Geodetic Survey in 1992..
 BP0515.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0515.rate of 2.1 thru 3.0 mm/km.
 BP0515
 BP0515.The geoid height was determined by GEOID03.
 BP0515
 BP0515.The dynamic height is computed by dividing the NAVD 88
 BP0515.geopotential number by the normal gravity value computed on the
 BP0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0515.degrees latitude (g = 980.6199 gals.).
 BP0515
 BP0515.The modeled gravity was interpolated from observed gravity values.
 BP0515
 BP0515;                    North         East    Units  Estimated Accuracy
 BP0515;SPC TX C     - 3,150,290.      372,780.      MT  (+/- 180 meters Scaled)
 BP0515
 BP0515                          SUPERSEDED SURVEY CONTROL
 BP0515
 BP0515  NGVD 29 (??/??/92)  983.317  (m)         3226.10   (f) ADJ UNCH    2 0
 BP0515
 BP0515.Superseded values are not recommended for survey control.
 BP0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0515.See file dsdata.txt to determine how the superseded data were derived.
 BP0515
 BP0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ184277(NAD 83)
 BP0515_MARKER: DB = BENCH MARK DISK
 BP0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0515_STAMPING: X 1115 1958
 BP0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0515+STABILITY: SURFACE MOTION
 BP0515
 BP0515  HISTORY     - Date     Condition        Report By
 BP0515  HISTORY     - 1958     MONUMENTED       CGS
 BP0515  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0515
 BP0515                          STATION DESCRIPTION
 BP0515
 BP0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0515'1.3 MI SW FROM BALMORHEA.
 BP0515'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 17
 BP0515'FROM THE POST OFFICE AT BALMORHEA, 58 1/2 FEET NORTHWEST OF THE CENTER
 BP0515'LINE OF THE HIGHWAY, NORTHWEST OF AND ACROSS THE HIGHWAY FROM A SMALL
 BP0515'WHITE FARMHOUSE, IN LINE WITH THE NORTH EDGE OF A DIRT ROAD LEADING
 BP0515'EAST FROM THE HIGHWAY, 27 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE
 BP0515'WITH A ROW OF TELEPHONE POLES, 14 1/2 FEET NORTHEAST OF A TEE-FENCE
 BP0515'CORNER, 1 1/2 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A
 BP0515'CONCRETE WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 7
 BP0515'INCHES, AND ABOUT LEVEL WITH THE HIGHWAY.
 BP0515
 BP0515                          STATION RECOVERY (1996)
 BP0515
 BP0515'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0383 ***********************************************************************
 BO0383  DESIGNATION -  X 1116
 BO0383  PID         -  BO0383
 BO0383  STATE/COUNTY-  TX/TERRELL
 BO0383  USGS QUAD   -  HORSEHEAD CANYON (1967)
 BO0383
 BO0383                         *CURRENT SURVEY CONTROL
 BO0383  ___________________________________________________________________
 BO0383* NAD 83(1986)-  30 32 25.     (N)    101 54 07.     (W)     SCALED    
 BO0383* NAVD 88     -       675.142  (meters)    2215.03   (feet)  ADJUSTED  
 BO0383  ___________________________________________________________________
 BO0383  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BO0383  DYNAMIC HT  -         674.149 (meters)    2211.77  (feet)  COMP
 BO0383  MODELED GRAV-     979,149.2   (mgal)                       NAVD 88
 BO0383
 BO0383  VERT ORDER  -  SECOND    CLASS 0
 BO0383
 BO0383.The horizontal coordinates were scaled from a topographic map and have
 BO0383.an estimated accuracy of +/- 6 seconds.
 BO0383
 BO0383.The orthometric height was determined by differential leveling
 BO0383.and adjusted by the National Geodetic Survey in June 1991..
 BO0383
 BO0383.The geoid height was determined by GEOID03.
 BO0383
 BO0383.The dynamic height is computed by dividing the NAVD 88
 BO0383.geopotential number by the normal gravity value computed on the
 BO0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0383.degrees latitude (g = 980.6199 gals.).
 BO0383
 BO0383.The modeled gravity was interpolated from observed gravity values.
 BO0383
 BO0383;                    North         East    Units  Estimated Accuracy
 BO0383;SPC TXSC     - 4,303,480.      321,540.      MT  (+/- 180 meters Scaled)
 BO0383
 BO0383                          SUPERSEDED SURVEY CONTROL
 BO0383
 BO0383  NGVD 29 (??/??/92)  674.918  (m)         2214.29   (f) ADJ UNCH    2 0
 BO0383
 BO0383.Superseded values are not recommended for survey control.
 BO0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0383.See file dsdata.txt to determine how the superseded data were derived.
 BO0383
 BO0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU215822(NAD 83)
 BO0383_MARKER: DB = BENCH MARK DISK
 BO0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0383_STAMPING: X 1116 1958
 BO0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0383+STABILITY: SURFACE MOTION
 BO0383
 BO0383  HISTORY     - Date     Condition        Report By
 BO0383  HISTORY     - 1958     MONUMENTED       CGS
 BO0383
 BO0383                          STATION DESCRIPTION
 BO0383
 BO0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0383'15.1 MI S FROM SHEFFIELD.
 BO0383'ABOUT 15.1 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE AT
 BO0383'SHEFFIELD, 132 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2
 BO0383'MILE EAST OF THE BLACKSTONE RANCH BUILDINGS, 109 FEET NORTHWEST OF THE
 BO0383'CENTER LINE OF A TRACK ROAD, 119 FEET WEST OF THE WEST END OF A STEEL
 BO0383'CATTLE GUARD, 1 1/2 FEET NORTH OF A FENCE, 2 1/2 FEET EAST OF A WHITE
 BO0383'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BO0383'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0286 ***********************************************************************
 CD0286  DESIGNATION -  X 1117
 CD0286  PID         -  CD0286
 CD0286  STATE/COUNTY-  TX/HUDSPETH
 CD0286  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0286
 CD0286                         *CURRENT SURVEY CONTROL
 CD0286  ___________________________________________________________________
 CD0286* NAD 83(1986)-  31 45 48.     (N)    104 55 46.     (W)     SCALED    
 CD0286* NAVD 88     -      1146.536  (meters)    3761.59   (feet)  ADJUSTED  
 CD0286  ___________________________________________________________________
 CD0286  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CD0286  DYNAMIC HT  -        1144.801 (meters)    3755.90  (feet)  COMP
 CD0286  MODELED GRAV-     979,087.3   (mgal)                       NAVD 88
 CD0286
 CD0286  VERT ORDER  -  FIRST     CLASS I
 CD0286
 CD0286.The horizontal coordinates were scaled from a topographic map and have
 CD0286.an estimated accuracy of +/- 6 seconds.
 CD0286
 CD0286.The orthometric height was determined by differential leveling
 CD0286.and adjusted by the National Geodetic Survey in June 1991..
 CD0286
 CD0286.The geoid height was determined by GEOID03.
 CD0286
 CD0286.The dynamic height is computed by dividing the NAVD 88
 CD0286.geopotential number by the normal gravity value computed on the
 CD0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0286.degrees latitude (g = 980.6199 gals.).
 CD0286
 CD0286.The modeled gravity was interpolated from observed gravity values.
 CD0286
 CD0286;                    North         East    Units  Estimated Accuracy
 CD0286;SPC TX C     - 3,241,430.      264,720.      MT  (+/- 180 meters Scaled)
 CD0286
 CD0286                          SUPERSEDED SURVEY CONTROL
 CD0286
 CD0286  NGVD 29 (??/??/92) 1145.988  (m)         3759.80   (f) ADJ UNCH    1 1
 CD0286
 CD0286.Superseded values are not recommended for survey control.
 CD0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0286.See file dsdata.txt to determine how the superseded data were derived.
 CD0286
 CD0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER066142(NAD 83)
 CD0286_MARKER: DB = BENCH MARK DISK
 CD0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0286_STAMPING: X 1117 1958
 CD0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0286+STABILITY: SURFACE MOTION
 CD0286
 CD0286  HISTORY     - Date     Condition        Report By
 CD0286  HISTORY     - 1958     MONUMENTED       CGS
 CD0286  HISTORY     - 1976     GOOD             NGS
 CD0286  HISTORY     - 1977     GOOD             NGS
 CD0286
 CD0286                          STATION DESCRIPTION
 CD0286
 CD0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0286'88.55 MI E FROM EL PASO.
 CD0286'ABOUT 88.55 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0286'JUNCTION OF LOOP 16 AT EL PASO, 109 FEET SOUTH OF THE CENTER LINE OF
 CD0286'THE HIGHWAY, 238 FEET SOUTH-SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 CD0286'THE SOUTHEAST CORNER OF A GULF SERVICE STATION AND BEACON HILL CAFE,
 CD0286'59 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 32 FEET SOUTH OF A
 CD0286'FENCE, 4 FEET EAST OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF
 CD0286'TELEPHONE POLES, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT LEVEL
 CD0286'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CD0286'INCHES.
 CD0286
 CD0286                          STATION RECOVERY (1976)
 CD0286
 CD0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0286'RECOVERED IN GOOD CONDITION.
 CD0286
 CD0286                          STATION RECOVERY (1977)
 CD0286
 CD0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0286'14.4 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0286'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 109 FT. SOUTH
 CD0286'OF THE CENTER LINE OF THE HIGHWAY, 235 FT. SOUTH-SOUTHEAST AND
 CD0286'ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF THE BEACON HILL
 CD0286'CAFE AND GAS STATION BUILDING, 35 FT. WEST OF THE CENTER LINE
 CD0286'OF A GRAVEL ROAD LEADING SOUTH, 32 FT. SOUTH OF A EAST-WEST FENCE,
 CD0286'4.5 FT. EAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0141 ***********************************************************************
 CE0141  DESIGNATION -  X 1118
 CE0141  PID         -  CE0141
 CE0141  STATE/COUNTY-  TX/EL PASO
 CE0141  USGS QUAD   -  FORT BLISS SE (1994)
 CE0141
 CE0141                         *CURRENT SURVEY CONTROL
 CE0141  ___________________________________________________________________
 CE0141* NAD 83(1993)-  31 48 05.73023(N)    106 18 26.50059(W)     ADJUSTED  
 CE0141* NAVD 88     -      1215.276  (meters)    3987.12   (feet)  ADJUSTED  
 CE0141  ___________________________________________________________________
 CE0141  X           -  -1,523,762.291 (meters)                     COMP
 CE0141  Y           -  -5,208,376.520 (meters)                     COMP
 CE0141  Z           -   3,342,381.512 (meters)                     COMP
 CE0141  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 CE0141  ELLIP HEIGHT-        1191.17  (meters)          (10/23/00) GPS OBS
 CE0141  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CE0141  DYNAMIC HT  -        1213.415 (meters)    3981.01  (feet)  COMP
 CE0141  MODELED GRAV-     979,066.5   (mgal)                       NAVD 88
 CE0141
 CE0141  HORZ ORDER  -  B
 CE0141  VERT ORDER  -  FIRST     CLASS I
 CE0141  ELLP ORDER  -  FOURTH    CLASS II
 CE0141
 CE0141.The horizontal coordinates were established by GPS observations
 CE0141.and adjusted by the National Geodetic Survey in August 1996..
 CE0141
 CE0141.The orthometric height was determined by differential leveling
 CE0141.and adjusted by the National Geodetic Survey in November 1996..
 CE0141.WARNING-GPS observations at this control monument resulted in a GPS
 CE0141.derived orthometric height which differed from the leveled height by
 CE0141.more than one decimeter (0.1 meter).
 CE0141
 CE0141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CE0141
 CE0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0141
 CE0141.The ellipsoidal height was determined by GPS observations
 CE0141.and is referenced to NAD 83.
 CE0141
 CE0141.The geoid height was determined by GEOID03.
 CE0141
 CE0141.The dynamic height is computed by dividing the NAVD 88
 CE0141.geopotential number by the normal gravity value computed on the
 CE0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0141.degrees latitude (g = 980.6199 gals.).
 CE0141
 CE0141.The modeled gravity was interpolated from observed gravity values.
 CE0141
 CE0141;                    North         East     Units Scale Factor Converg.
 CE0141;SPC TX C     - 3,251,863.038   134,566.836   MT  0.99997906   -3 04 37.1
 CE0141;SPC TX C     -10,668,820.65    441,491.36   sFT  0.99997906   -3 04 37.1
 CE0141;UTM  13      - 3,519,188.116   376,242.752   MT  0.99978889   -0 41 20.5
 CE0141
 CE0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0141!SPC TX C     -   0.99981300  x   0.99997906  =   0.99979206
 CE0141!UTM  13      -   0.99981300  x   0.99978889  =   0.99960193
 CE0141
 CE0141                          SUPERSEDED SURVEY CONTROL
 CE0141
 CE0141  ELLIP H (08/15/96) 1191.22   (m)                       GP(       ) 2 2
 CE0141  NAVD 88 (06/15/91) 1215.274  (m)         3987.11   (f) UNKNOWN     1 1
 CE0141  NGVD 29 (??/??/92) 1214.645  (m)         3985.05   (f) ADJ UNCH    1 1
 CE0141
 CE0141.Superseded values are not recommended for survey control.
 CE0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0141.See file dsdata.txt to determine how the superseded data were derived.
 CE0141
 CE0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7624319188(NAD 83)
 CE0141_MARKER: DB = BENCH MARK DISK
 CE0141_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CE0141_SP_SET: COPPER-CLAD STEEL ROD
 CE0141_STAMPING: X 1118 1958
 CE0141_MARK LOGO: CGS   
 CE0141_PROJECTION: FLUSH
 CE0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0141+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 CE0141_ROD/PIPE-DEPTH: 9.7  meters
 CE0141
 CE0141  HISTORY     - Date     Condition        Report By
 CE0141  HISTORY     - 1958     MONUMENTED       CGS
 CE0141  HISTORY     - 1971     GOOD             NGS
 CE0141  HISTORY     - 1981     GOOD             NGS
 CE0141  HISTORY     - 19921117 GOOD             NGS
 CE0141  HISTORY     - 19950820 GOOD             NGS
 CE0141  HISTORY     - 19970301 GOOD             NGS
 CE0141  HISTORY     - 20051114 GOOD             COMPDA
 CE0141
 CE0141                          STATION DESCRIPTION
 CE0141
 CE0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0141'6.75 MI E FROM EL PASO.
 CE0141'ABOUT 6.75 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0141'OF LOOP 16 AT EL PASO, 56 FEET NORTH OF THE CENTER LINE OF THE
 CE0141'HIGHWAY, 6 FEET NORTHWEST OF A POWER POLE, 2 FEET EAST OF A CONCRETE
 CE0141'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, ON THE TOP
 CE0141'OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 32 FEET AND
 CE0141'ENCASED IN A 6-INCH TITLE PROJECTING 6 INCHES.
 CE0141
 CE0141                          STATION RECOVERY (1971)
 CE0141
 CE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CE0141'RECOVERED IN GOOD CONDITION.
 CE0141
 CE0141                          STATION RECOVERY (1981)
 CE0141
 CE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0141'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CE0141'11.6 KM (7.2 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0141'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, 0.5
 CE0141'KM (0.3 MI) WEST OF A PAVED ROAD LEADING NORTH TO THE U. S. ARMY
 CE0141'SITE MONITOR, 0.3 KM (0.2 MI) EAST OF THE CARLSBAD MOBILE HOME PARK,
 CE0141'17.1 METERS (56.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 CE0141'LANES OF THE HIGHWAY, 1.8 METERS (6.0 FT) NORTHWEST OF UTILITY
 CE0141'POLE NUMBER 106 AND 0.6 METER (2.0 FT) WEST OF A CONCRETE WITNESS
 CE0141'POST.
 CE0141'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CE0141
 CE0141                          STATION RECOVERY (1992)
 CE0141
 CE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0141'11.4 KM (7.10 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0141'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 164.0 M (538.1 FT) WEST
 CE0141'OF THE EXTENDED CENTER OF SMOKE SIGNAL DRIVE, 17.1 M (56.1 FT) NORTH
 CE0141'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 2.2 M
 CE0141'(7.2 FT) WEST OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 CE0141'THE HIGHWAY, 0.6 M (2.0 FT) EAST OF A USBM WITNESS POST, AND 0.5 M
 CE0141'(1.6 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 CE0141'6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 CE0141
 CE0141                          STATION RECOVERY (1995)
 CE0141
 CE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CE0141'THE STATION IS LOCATED 11.5 KM (7.15 MI) EAST OF EL PASO.  TO REACH
 CE0141'THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAYS 62, 180 AND
 CE0141'INTERSTATE HIGHWAY 10 IN EL PASO, GO EASTERLY ALONG HIGHWAYS 62 AND
 CE0141'180 FOR 11.4 KM (7.10 MI) TO THE STATION LEFT.  THE STATION IS 164.0 M
 CE0141'(538.1 FT) WEST OF THE EXTENDED CENTER OF SMOKE SIGNAL DRIVE, 17.1 M
 CE0141'(56.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 CE0141'HIGHWAYS, 2.2 M (7.2 FT) WEST OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW
 CE0141'THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) EAST OF A USBM WITNESS
 CE0141'POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS FLUSH
 CE0141'WITH THE GROUND SURFACE.
 CE0141
 CE0141                          STATION RECOVERY (1997)
 CE0141
 CE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 CE0141'RECOVERED AS DESCRIBED.
 CE0141
 CE0141                          STATION RECOVERY (2005)
 CE0141
 CE0141'RECOVERY NOTE BY COMPASSDATA INC 2005 (IR)
 CE0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0464 ***********************************************************************
 CD0464  DESIGNATION -  X 1119
 CD0464  PID         -  CD0464
 CD0464  STATE/COUNTY-  TX/HUDSPETH
 CD0464  USGS QUAD   -  DELL CITY (1984)
 CD0464
 CD0464                         *CURRENT SURVEY CONTROL
 CD0464  ___________________________________________________________________
 CD0464* NAD 83(1986)-  31 55 46.     (N)    105 12 00.     (W)     SCALED    
 CD0464* NAVD 88     -      1127.358  (meters)    3698.67   (feet)  POSTED    
 CD0464  ___________________________________________________________________
 CD0464  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 CD0464  DYNAMIC HT  -        1125.710 (meters)    3693.27  (feet)  COMP
 CD0464  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 CD0464
 CD0464  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0464
 CD0464.The horizontal coordinates were scaled from a topographic map and have
 CD0464.an estimated accuracy of +/- 6 seconds.
 CD0464
 CD0464.The orthometric height was determined by differential leveling
 CD0464.and adjusted by the National Geodetic Survey in 1992..
 CD0464.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0464.rate of 0.0 thru 1.0 mm/km.
 CD0464
 CD0464.The geoid height was determined by GEOID03.
 CD0464
 CD0464.The dynamic height is computed by dividing the NAVD 88
 CD0464.geopotential number by the normal gravity value computed on the
 CD0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0464.degrees latitude (g = 980.6199 gals.).
 CD0464
 CD0464.The modeled gravity was interpolated from observed gravity values.
 CD0464
 CD0464;                    North         East    Units  Estimated Accuracy
 CD0464;SPC TX C     - 3,260,920.      239,920.      MT  (+/- 180 meters Scaled)
 CD0464
 CD0464                          SUPERSEDED SURVEY CONTROL
 CD0464
 CD0464  NGVD 29 (??/??/92) 1126.866  (m)         3697.06   (f) ADJ UNCH    2 0
 CD0464
 CD0464.Superseded values are not recommended for survey control.
 CD0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0464.See file dsdata.txt to determine how the superseded data were derived.
 CD0464
 CD0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR810326(NAD 83)
 CD0464_MARKER: DB = BENCH MARK DISK
 CD0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0464_STAMPING: X 1119 1958
 CD0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0464+STABILITY: SURFACE MOTION
 CD0464
 CD0464  HISTORY     - Date     Condition        Report By
 CD0464  HISTORY     - 1958     MONUMENTED       CGS
 CD0464  HISTORY     - 20021124 POOR             INDIV
 CD0464
 CD0464                          STATION DESCRIPTION
 CD0464
 CD0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0464'0.6 MI S FROM DELL CITY.
 CD0464'ABOUT 0.6 MILE SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT DELL
 CD0464'CITY, 50 FEET EAST OF THE CENTER LINE OF THE ROAD, 66 FEET NORTH OF
 CD0464'THE EXTENDED CENTER LINE OF THE PAULEY AIRPORT RUNWAY, ABOUT 0.1 MILE
 CD0464'NORTHEAST OF AND ACROSS THE FARM ROAD FROM A COTTON GIN, 5 1/2 FEET
 CD0464'SOUTH OF A STREET LIGHT POLE WITH A GUY WIRE, 2 FEET NORTH OF A WHITE
 CD0464'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 CD0464'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CD0464
 CD0464                          STATION RECOVERY (2002)
 CD0464
 CD0464'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RR)
 CD0464'DISK IS JUST ABLE TO BE SEEN, IT IS AT GROUND LEVEL IN THE EDGE OF A
 CD0464'SIDEWALK AND THE EDGE OF THE GRASS.
 CD0464'THE LOCATION TAKEN WITH A GARMIN 12XL GPS IS.
 CD0464'N31 55.866
 CD0464'W105 12.062
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0473 ***********************************************************************
 DO0473  DESIGNATION -  X 112
 DO0473  PID         -  DO0473
 DO0473  STATE/COUNTY-  TX/HASKELL
 DO0473  USGS QUAD   -  RULE (1968)
 DO0473
 DO0473                         *CURRENT SURVEY CONTROL
 DO0473  ___________________________________________________________________
 DO0473* NAD 83(1986)-  33 07 35.     (N)    099 55 53.     (W)     SCALED    
 DO0473* NAVD 88     -       492.893  (meters)    1617.10   (feet)  ADJUSTED  
 DO0473  ___________________________________________________________________
 DO0473  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DO0473  DYNAMIC HT  -         492.276 (meters)    1615.08  (feet)  COMP
 DO0473  MODELED GRAV-     979,370.2   (mgal)                       NAVD 88
 DO0473
 DO0473  VERT ORDER  -  FIRST     CLASS II
 DO0473
 DO0473.The horizontal coordinates were scaled from a topographic map and have
 DO0473.an estimated accuracy of +/- 6 seconds.
 DO0473
 DO0473.The orthometric height was determined by differential leveling
 DO0473.and adjusted by the National Geodetic Survey in June 1991..
 DO0473
 DO0473.The geoid height was determined by GEOID03.
 DO0473
 DO0473.The dynamic height is computed by dividing the NAVD 88
 DO0473.geopotential number by the normal gravity value computed on the
 DO0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0473.degrees latitude (g = 980.6199 gals.).
 DO0473
 DO0473.The modeled gravity was interpolated from observed gravity values.
 DO0473
 DO0473;                    North         East    Units  Estimated Accuracy
 DO0473;SPC TXNC     - 2,162,780.      466,440.      MT  (+/- 180 meters Scaled)
 DO0473
 DO0473                          SUPERSEDED SURVEY CONTROL
 DO0473
 DO0473  NGVD 29 (??/??/92)  492.719  (m)         1616.53   (f) ADJ UNCH    1 2
 DO0473
 DO0473.Superseded values are not recommended for survey control.
 DO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0473.See file dsdata.txt to determine how the superseded data were derived.
 DO0473
 DO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB131656(NAD 83)
 DO0473_MARKER: DB = BENCH MARK DISK
 DO0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0473_STAMPING: 1616.529 X 112 1933
 DO0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0473+STABILITY: SURFACE MOTION
 DO0473
 DO0473  HISTORY     - Date     Condition        Report By
 DO0473  HISTORY     - 1933     MONUMENTED       CGS
 DO0473  HISTORY     - 1958     MARK NOT FOUND   NGS
 DO0473  HISTORY     - 1968     MARK NOT FOUND   USGS
 DO0473
 DO0473                          STATION DESCRIPTION
 DO0473
 DO0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0473'4.4 MI N FROM SAGERTON.
 DO0473'4.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0473'SAGERTON, HASKELL COUNTY, AT MILEAGE 584.6, 0.5 MILE SOUTHWEST OF A
 DO0473'RAILROAD CROSSING, 0.4 MILE SOUTHWEST OF THE TANNER PAINT SCHOOL, AND
 DO0473'40 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 DO0473'1616.529 X 112 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DO0473
 DO0473                          STATION RECOVERY (1968)
 DO0473
 DO0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DO0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0155 ***********************************************************************
 CV0155  DESIGNATION -  X 1120
 CV0155  PID         -  CV0155
 CV0155  STATE/COUNTY-  TX/ANDREWS
 CV0155  USGS QUAD   -  NORTH COWDEN NW (1968)
 CV0155
 CV0155                         *CURRENT SURVEY CONTROL
 CV0155  ___________________________________________________________________
 CV0155* NAD 83(1986)-  32 11 16.     (N)    102 44 03.     (W)     SCALED    
 CV0155* NAVD 88     -       994.788  (meters)    3263.73   (feet)  ADJUSTED  
 CV0155  ___________________________________________________________________
 CV0155  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 CV0155  DYNAMIC HT  -         993.408 (meters)    3259.21  (feet)  COMP
 CV0155  MODELED GRAV-     979,217.0   (mgal)                       NAVD 88
 CV0155
 CV0155  VERT ORDER  -  SECOND    CLASS 0
 CV0155
 CV0155.The horizontal coordinates were scaled from a topographic map and have
 CV0155.an estimated accuracy of +/- 6 seconds.
 CV0155
 CV0155.The orthometric height was determined by differential leveling
 CV0155.and adjusted by the National Geodetic Survey in June 1991..
 CV0155
 CV0155.The geoid height was determined by GEOID03.
 CV0155
 CV0155.The dynamic height is computed by dividing the NAVD 88
 CV0155.geopotential number by the normal gravity value computed on the
 CV0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0155.degrees latitude (g = 980.6199 gals.).
 CV0155
 CV0155.The modeled gravity was interpolated from observed gravity values.
 CV0155
 CV0155;                    North         East    Units  Estimated Accuracy
 CV0155;SPC TXNC     - 2,065,830.      200,830.      MT  (+/- 180 meters Scaled)
 CV0155
 CV0155                          SUPERSEDED SURVEY CONTROL
 CV0155
 CV0155  NGVD 29 (??/??/92)  994.372  (m)         3262.37   (f) ADJ UNCH    2 0
 CV0155
 CV0155.Superseded values are not recommended for survey control.
 CV0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0155.See file dsdata.txt to determine how the superseded data were derived.
 CV0155
 CV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR136635(NAD 83)
 CV0155_MARKER: DB = BENCH MARK DISK
 CV0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0155_STAMPING: X 1120 1958
 CV0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0155+STABILITY: SURFACE MOTION
 CV0155
 CV0155  HISTORY     - Date     Condition        Report By
 CV0155  HISTORY     - 1958     MONUMENTED       CGS
 CV0155
 CV0155                          STATION DESCRIPTION
 CV0155
 CV0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0155'14.45 MI SW FROM ANDREWS.
 CV0155'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0155'COURTHOUSE AT ANDREWS, THENCE 14.35 MILES SOUTHWEST ALONG STATE
 CV0155'HIGHWAY 115, 58 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CV0155'ABOUT 0.4 MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING
 CV0155'SOUTHEAST, 2 FEET NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 2
 CV0155'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CV0155'AND IN THE TOP OF CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0076 ***********************************************************************
 CV0076  DESIGNATION -  X 1125
 CV0076  PID         -  CV0076
 CV0076  STATE/COUNTY-  TX/ANDREWS
 CV0076  USGS QUAD   -  FIVE WELLS RANCH SE (1971)
 CV0076
 CV0076                         *CURRENT SURVEY CONTROL
 CV0076  ___________________________________________________________________
 CV0076* NAD 83(1986)-  32 19 28.     (N)    102 18 40.     (W)     SCALED    
 CV0076* NAVD 88     -       915.085  (meters)    3002.24   (feet)  POSTED    
 CV0076  ___________________________________________________________________
 CV0076  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CV0076  DYNAMIC HT  -         913.800 (meters)    2998.03  (feet)  COMP
 CV0076  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 CV0076
 CV0076  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0076
 CV0076.The horizontal coordinates were scaled from a topographic map and have
 CV0076.an estimated accuracy of +/- 6 seconds.
 CV0076
 CV0076.The orthometric height was determined by differential leveling
 CV0076.and adjusted by the National Geodetic Survey in 1992..
 CV0076.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0076.rate of 3.1 thru 4.0 mm/km.
 CV0076
 CV0076.The geoid height was determined by GEOID03.
 CV0076
 CV0076.The dynamic height is computed by dividing the NAVD 88
 CV0076.geopotential number by the normal gravity value computed on the
 CV0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0076.degrees latitude (g = 980.6199 gals.).
 CV0076
 CV0076.The modeled gravity was interpolated from observed gravity values.
 CV0076
 CV0076;                    North         East    Units  Estimated Accuracy
 CV0076;SPC TXNC     - 2,079,450.      241,250.      MT  (+/- 180 meters Scaled)
 CV0076
 CV0076                          SUPERSEDED SURVEY CONTROL
 CV0076
 CV0076  NGVD 29 (??/??/92)  914.700  (m)         3000.98   (f) ADJ UNCH    2 0
 CV0076
 CV0076.Superseded values are not recommended for survey control.
 CV0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0076.See file dsdata.txt to determine how the superseded data were derived.
 CV0076
 CV0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR531795(NAD 83)
 CV0076_MARKER: DB = BENCH MARK DISK
 CV0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0076_STAMPING: X 1125 1958
 CV0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0076+STABILITY: SURFACE MOTION
 CV0076
 CV0076  HISTORY     - Date     Condition        Report By
 CV0076  HISTORY     - 1958     MONUMENTED       CGS
 CV0076
 CV0076                          STATION DESCRIPTION
 CV0076
 CV0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0076'13.8 MI E FROM ANDREWS.
 CV0076'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0076'COURTHOUSE AT ANDREWS, THENCE 13.7 MILES EAST ALONG STATE HIGHWAY 176,
 CV0076'78 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF THE
 CV0076'CENTER LINE OF A DIRT ROAD LEADING SOUTH, 19 FEET SOUTH OF A FENCE
 CV0076'CORNER, 8 FEET NORTHEAST OF THE EAST END OF A CATTLE GUARD, 1 1/2 FEET
 CV0076'EAST OF THE FENCE TO THE CATTLE GUARD, 2 FEET SOUTH OF A WHITE WOODEN
 CV0076'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0076'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0102 ***********************************************************************
 CV0102  DESIGNATION -  X 1126
 CV0102  PID         -  CV0102
 CV0102  STATE/COUNTY-  TX/MARTIN
 CV0102  USGS QUAD   -  MABEE RANCH (1966)
 CV0102
 CV0102                         *CURRENT SURVEY CONTROL
 CV0102  ___________________________________________________________________
 CV0102* NAD 83(1986)-  32 11 27.     (N)    102 07 38.     (W)     SCALED    
 CV0102* NAVD 88     -       865.042  (meters)    2838.06   (feet)  ADJUSTED  
 CV0102  ___________________________________________________________________
 CV0102  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0102  DYNAMIC HT  -         863.826 (meters)    2834.07  (feet)  COMP
 CV0102  MODELED GRAV-     979,205.3   (mgal)                       NAVD 88
 CV0102
 CV0102  VERT ORDER  -  SECOND    CLASS 0
 CV0102
 CV0102.The horizontal coordinates were scaled from a topographic map and have
 CV0102.an estimated accuracy of +/- 6 seconds.
 CV0102
 CV0102.The orthometric height was determined by differential leveling
 CV0102.and adjusted by the National Geodetic Survey in June 1991..
 CV0102
 CV0102.The geoid height was determined by GEOID03.
 CV0102
 CV0102.The dynamic height is computed by dividing the NAVD 88
 CV0102.geopotential number by the normal gravity value computed on the
 CV0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0102.degrees latitude (g = 980.6199 gals.).
 CV0102
 CV0102.The modeled gravity was interpolated from observed gravity values.
 CV0102
 CV0102;                    North         East    Units  Estimated Accuracy
 CV0102;SPC TXNC     - 2,064,030.      258,040.      MT  (+/- 180 meters Scaled)
 CV0102
 CV0102                          SUPERSEDED SURVEY CONTROL
 CV0102
 CV0102  NGVD 29 (??/??/92)  864.679  (m)         2836.87   (f) ADJ UNCH    2 0
 CV0102
 CV0102.Superseded values are not recommended for survey control.
 CV0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0102.See file dsdata.txt to determine how the superseded data were derived.
 CV0102
 CV0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR708652(NAD 83)
 CV0102_MARKER: DB = BENCH MARK DISK
 CV0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0102_STAMPING: X 1126 1958
 CV0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0102+STABILITY: SURFACE MOTION
 CV0102
 CV0102  HISTORY     - Date     Condition        Report By
 CV0102  HISTORY     - 1958     MONUMENTED       CGS
 CV0102  HISTORY     - 20030103 POOR             TXDOT
 CV0102
 CV0102                          STATION DESCRIPTION
 CV0102
 CV0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0102'13.7 MI NW FROM MIDLAND.
 CV0102'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE IN
 CV0102'MIDLAND, THENCE 13.6 MILES NORTHWEST ALONG STATE HIGHWAY 349, 103 FEET
 CV0102'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE NORTHWEST
 CV0102'OF THE SOUTHEAST END OF AN OFFSET IN THE RIGHT OF WAY FENCE, 23 FEET
 CV0102'SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF THE NORTHEAST RIGHT
 CV0102'OF WAY FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CV0102'FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0102'PROJECTING 1 FOOT.
 CV0102
 CV0102                          STATION RECOVERY (2003)
 CV0102
 CV0102'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0102'DISK STILL INTACT, CONCRETE POST HAS BEEN COMPLETELY UPROOTED, LAYING
 CV0102'ON SIDE, JUST INSIDE EAST RIGHT-OF-WAY FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0124 ***********************************************************************
 CV0124  DESIGNATION -  X 1127
 CV0124  PID         -  CV0124
 CV0124  STATE/COUNTY-  TX/MARTIN
 CV0124  USGS QUAD   -  WOLCOTT RANCH (1966)
 CV0124
 CV0124                         *CURRENT SURVEY CONTROL
 CV0124  ___________________________________________________________________
 CV0124* NAD 83(1986)-  32 29 49.     (N)    102 03 19.     (W)     SCALED    
 CV0124* NAVD 88     -       897.649  (meters)    2945.04   (feet)  ADJUSTED  
 CV0124  ___________________________________________________________________
 CV0124  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CV0124  DYNAMIC HT  -         896.419 (meters)    2941.00  (feet)  COMP
 CV0124  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 CV0124
 CV0124  VERT ORDER  -  SECOND    CLASS 0
 CV0124
 CV0124.The horizontal coordinates were scaled from a topographic map and have
 CV0124.an estimated accuracy of +/- 6 seconds.
 CV0124
 CV0124.The orthometric height was determined by differential leveling
 CV0124.and adjusted by the National Geodetic Survey in June 1991..
 CV0124
 CV0124.The geoid height was determined by GEOID03.
 CV0124
 CV0124.The dynamic height is computed by dividing the NAVD 88
 CV0124.geopotential number by the normal gravity value computed on the
 CV0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0124.degrees latitude (g = 980.6199 gals.).
 CV0124
 CV0124.The modeled gravity was interpolated from observed gravity values.
 CV0124
 CV0124;                    North         East    Units  Estimated Accuracy
 CV0124;SPC TXNC     - 2,097,720.      265,970.      MT  (+/- 180 meters Scaled)
 CV0124
 CV0124                          SUPERSEDED SURVEY CONTROL
 CV0124
 CV0124  NGVD 29 (??/??/92)  897.308  (m)         2943.92   (f) ADJ UNCH    2 0
 CV0124
 CV0124.Superseded values are not recommended for survey control.
 CV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0124.See file dsdata.txt to determine how the superseded data were derived.
 CV0124
 CV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR766993(NAD 83)
 CV0124_MARKER: DB = BENCH MARK DISK
 CV0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0124_STAMPING: X 1127 1958
 CV0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0124+STABILITY: SURFACE MOTION
 CV0124
 CV0124  HISTORY     - Date     Condition        Report By
 CV0124  HISTORY     - 1958     MONUMENTED       CGS
 CV0124  HISTORY     - 1966     MARK NOT FOUND   USGS
 CV0124
 CV0124                          STATION DESCRIPTION
 CV0124
 CV0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0124'17.85 MI SW FROM LAMESA.
 CV0124'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0124'AT LAMESA, THENCE 17.35 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 38
 CV0124'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT MIDWAY BETWEEN
 CV0124'TWO POWER LINE CROSSINGS, ABOUT 0.15 MILE SOUTHWEST OF A WIND MILL,
 CV0124'132 FEET NORTHEAST OF THE NORTH END OF THE HEAD WALL OF A PIPE
 CV0124'CULVERT, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CV0124'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 9
 CV0124'INCHES.
 CV0124
 CV0124                          STATION RECOVERY (1966)
 CV0124
 CV0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CV0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0033 ***********************************************************************
 CV0033  DESIGNATION -  X 1128
 CV0033  PID         -  CV0033
 CV0033  STATE/COUNTY-  TX/DAWSON
 CV0033  USGS QUAD   -  PATRICIA (1970)
 CV0033
 CV0033                         *CURRENT SURVEY CONTROL
 CV0033  ___________________________________________________________________
 CV0033* NAD 83(1986)-  32 33 28.     (N)    102 01 13.     (W)     SCALED    
 CV0033* NAVD 88     -       892.441  (meters)    2927.95   (feet)  ADJUSTED  
 CV0033  ___________________________________________________________________
 CV0033  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CV0033  DYNAMIC HT  -         891.240 (meters)    2924.01  (feet)  COMP
 CV0033  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 CV0033
 CV0033  VERT ORDER  -  SECOND    CLASS 0
 CV0033
 CV0033.The horizontal coordinates were scaled from a topographic map and have
 CV0033.an estimated accuracy of +/- 6 seconds.
 CV0033
 CV0033.The orthometric height was determined by differential leveling
 CV0033.and adjusted by the National Geodetic Survey in June 1991..
 CV0033
 CV0033.The geoid height was determined by GEOID03.
 CV0033
 CV0033.The dynamic height is computed by dividing the NAVD 88
 CV0033.geopotential number by the normal gravity value computed on the
 CV0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0033.degrees latitude (g = 980.6199 gals.).
 CV0033
 CV0033.The modeled gravity was interpolated from observed gravity values.
 CV0033
 CV0033;                    North         East    Units  Estimated Accuracy
 CV0033;SPC TXNC     - 2,104,350.      269,480.      MT  (+/- 180 meters Scaled)
 CV0033
 CV0033                          SUPERSEDED SURVEY CONTROL
 CV0033
 CV0033  NGVD 29 (??/??/92)  892.116  (m)         2926.88   (f) ADJ UNCH    2 0
 CV0033
 CV0033.Superseded values are not recommended for survey control.
 CV0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0033.See file dsdata.txt to determine how the superseded data were derived.
 CV0033
 CV0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS797061(NAD 83)
 CV0033_MARKER: DB = BENCH MARK DISK
 CV0033_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0033_SP_SET: 19 FT
 CV0033_STAMPING: X 1128 1958
 CV0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0033
 CV0033  HISTORY     - Date     Condition        Report By
 CV0033  HISTORY     - 1958     MONUMENTED       CGS
 CV0033  HISTORY     - 1971     MARK NOT FOUND   USGS
 CV0033
 CV0033                          STATION DESCRIPTION
 CV0033
 CV0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0033'13.2 MI SW FROM LAMESA.
 CV0033'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0033'AT LAMESA, THENCE 12.7 MILES SOUTHWEST ALONG STATE HIGHWAY 349, AT
 CV0033'PATRICIA, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 114 FEET
 CV0033'SOUTH OF THE SOUTH CORNER OF A HUMBLE SERVICE STATION, ABOUT 0.15 MILE
 CV0033'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 349 AND 115, 170 FEET
 CV0033'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 115, 1 1/2 FEET EAST OF
 CV0033'THE SOUTHEAST CORNER OF A FENCE AROUND THE PATRICIA BUTANE COMPANY,
 CV0033'ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 CV0033'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 19 FEET AND IS ENCASED IN A
 CV0033'6-INCH TILE PROJECTING 6 INCHES.
 CV0033
 CV0033                          STATION RECOVERY (1971)
 CV0033
 CV0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CV0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0282 ***********************************************************************
 EM0282  DESIGNATION -  X 113
 EM0282  PID         -  EM0282
 EM0282  STATE/COUNTY-  TX/WILBARGER
 EM0282  USGS QUAD   -  VERNON (1983)
 EM0282
 EM0282                         *CURRENT SURVEY CONTROL
 EM0282  ___________________________________________________________________
 EM0282* NAD 83(1986)-  34 11 16.     (N)    099 20 27.     (W)     SCALED    
 EM0282* NAVD 88     -       376.309  (meters)    1234.61   (feet)  ADJUSTED  
 EM0282  ___________________________________________________________________
 EM0282  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0282  DYNAMIC HT  -         375.886 (meters)    1233.22  (feet)  COMP
 EM0282  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 EM0282
 EM0282  VERT ORDER  -  FIRST     CLASS II
 EM0282
 EM0282.The horizontal coordinates were scaled from a topographic map and have
 EM0282.an estimated accuracy of +/- 6 seconds.
 EM0282
 EM0282.The orthometric height was determined by differential leveling
 EM0282.and adjusted by the National Geodetic Survey in June 1991..
 EM0282
 EM0282.The geoid height was determined by GEOID03.
 EM0282
 EM0282.The dynamic height is computed by dividing the NAVD 88
 EM0282.geopotential number by the normal gravity value computed on the
 EM0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0282.degrees latitude (g = 980.6199 gals.).
 EM0282
 EM0282.The modeled gravity was interpolated from observed gravity values.
 EM0282
 EM0282;                    North         East    Units  Estimated Accuracy
 EM0282;SPC TXNC     - 2,279,900.      522,490.      MT  (+/- 180 meters Scaled)
 EM0282
 EM0282                          SUPERSEDED SURVEY CONTROL
 EM0282
 EM0282  NGVD 29 (??/??/92)  376.176  (m)         1234.17   (f) ADJ UNCH    1 2
 EM0282
 EM0282.Superseded values are not recommended for survey control.
 EM0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0282.See file dsdata.txt to determine how the superseded data were derived.
 EM0282
 EM0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC685830(NAD 83)
 EM0282_MARKER: DB = BENCH MARK DISK
 EM0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0282_SP_SET: CULVERT
 EM0282_STAMPING: 1234.171 X 113 1933
 EM0282_MARK LOGO: CGS   
 EM0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0282
 EM0282  HISTORY     - Date     Condition        Report By
 EM0282  HISTORY     - 1933     MONUMENTED       CGS
 EM0282  HISTORY     - 1957     GOOD             NGS
 EM0282  HISTORY     - 1984     GOOD             NGS
 EM0282
 EM0282                          STATION DESCRIPTION
 EM0282
 EM0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0282'4.0 MI NW FROM VERNON.
 EM0282'4.0 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0282'VERNON, WILBARGER COUNTY, AT MILEAGE 167.32, AND IN THE SOUTH END OF A
 EM0282'CONCRETE CULVERT.  A STANDARD DISK, STAMPED 1234.171 X 113 1933.
 EM0282
 EM0282                          STATION RECOVERY (1984)
 EM0282
 EM0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0282'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.3 KM (3.9
 EM0282'MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 EM0282'STATION IN VERNON, IN THE CENTER OF THE SOUTHWEST CONCRETE HEADWALL OF
 EM0282'A 12 FT ARCH CULVERT, 4.6 METERS (15.1 FT) SOUTHWEST OF THE NEAR RAIL.
 EM0282'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1096 ***********************************************************************
 FL1096  DESIGNATION -  X 1131
 FL1096  PID         -  FL1096
 FL1096  STATE/COUNTY-  TX/RANDALL
 FL1096  USGS QUAD   -  AMARILLO EAST (1973)
 FL1096
 FL1096                         *CURRENT SURVEY CONTROL
 FL1096  ___________________________________________________________________
 FL1096* NAD 83(1986)-  35 10 11.     (N)    101 49 49.     (W)     SCALED    
 FL1096* NAVD 88     -      1110.055  (meters)    3641.91   (feet)  ADJUSTED  
 FL1096  ___________________________________________________________________
 FL1096  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL1096  DYNAMIC HT  -        1108.733 (meters)    3637.57  (feet)  COMP
 FL1096  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 FL1096
 FL1096  VERT ORDER  -  FIRST     CLASS II
 FL1096
 FL1096.The horizontal coordinates were scaled from a topographic map and have
 FL1096.an estimated accuracy of +/- 6 seconds.
 FL1096
 FL1096.The orthometric height was determined by differential leveling
 FL1096.and adjusted by the National Geodetic Survey in June 1991..
 FL1096
 FL1096.The geoid height was determined by GEOID03.
 FL1096
 FL1096.The dynamic height is computed by dividing the NAVD 88
 FL1096.geopotential number by the normal gravity value computed on the
 FL1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1096.degrees latitude (g = 980.6199 gals.).
 FL1096
 FL1096.The modeled gravity was interpolated from observed gravity values.
 FL1096
 FL1096;                    North         East    Units  Estimated Accuracy
 FL1096;SPC TX N     - 1,129,820.      169,910.      MT  (+/- 180 meters Scaled)
 FL1096
 FL1096                          SUPERSEDED SURVEY CONTROL
 FL1096
 FL1096  NGVD 29 (??/??/92) 1109.518  (m)         3640.14   (f) ADJ UNCH    1 2
 FL1096
 FL1096.Superseded values are not recommended for survey control.
 FL1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1096.See file dsdata.txt to determine how the superseded data were derived.
 FL1096
 FL1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD422955(NAD 83)
 FL1096_MARKER: DB = BENCH MARK DISK
 FL1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1096_STAMPING: X 1131 1958
 FL1096_MARK LOGO: CGS   
 FL1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1096+STABILITY: SURFACE MOTION
 FL1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1096+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003
 FL1096
 FL1096  HISTORY     - Date     Condition        Report By
 FL1096  HISTORY     - 1958     MONUMENTED       CGS
 FL1096  HISTORY     - 1984     GOOD             NGS
 FL1096  HISTORY     - 20030502 GOOD             GEOCAC
 FL1096
 FL1096                          STATION DESCRIPTION
 FL1096
 FL1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1096'3.2 MI S FROM AMARILLO.
 FL1096'ABOUT 2.25 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1096'THE STATION AT AMARILLO, THENCE ABOUT 0.35 MILE EAST ALONG AN ASPHALT
 FL1096'ROAD, THENCE ABOUT 0.6 MILE SOUTH ALONG AN ASPHALT ROAD, AT THE MAIN
 FL1096'ENTRANCE TO TRADEWIND AIRPORT, 96 FEET EAST OF THE CENTER LINE OF THE
 FL1096'ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING TO THE
 FL1096'AIRPORT, 2 FEET NORTH OF A FENCE, 2 1/2 FEET WEST OF A METAL WITNESS
 FL1096'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FL1096
 FL1096                          STATION RECOVERY (1984)
 FL1096
 FL1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1096'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD=0.3 M
 FL1096'(1.0 FT) WEST OF A WITNESS POST.
 FL1096
 FL1096                          STATION RECOVERY (2003)
 FL1096
 FL1096'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 FL1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2517 ***********************************************************************
 AW2517  DESIGNATION -  X 1134
 AW2517  PID         -  AW2517
 AW2517  STATE/COUNTY-  TX/CHAMBERS
 AW2517  USGS QUAD   -  STOWELL (1993)
 AW2517
 AW2517                         *CURRENT SURVEY CONTROL
 AW2517  ___________________________________________________________________
 AW2517* NAD 83(1986)-  29 45 12.     (N)    094 22 34.     (W)     SCALED    
 AW2517* NAVD 88     -         6.17   (+/-2cm)      20.2    (feet)  VERTCON   
 AW2517  ___________________________________________________________________
 AW2517  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW2517
 AW2517  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2517
 AW2517.The horizontal coordinates were scaled from a topographic map and have
 AW2517.an estimated accuracy of +/- 6 seconds.
 AW2517
 AW2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2517.The vertical order pertains to the NGVD 29 superseded value.
 AW2517
 AW2517.The geoid height was determined by GEOID03.
 AW2517
 AW2517;                    North         East    Units  Estimated Accuracy
 AW2517;SPC TXSC     - 4,221,630.    1,047,080.      MT  (+/- 180 meters Scaled)
 AW2517
 AW2517                          SUPERSEDED SURVEY CONTROL
 AW2517
 AW2517  NGVD 29 (??/??/92)    6.174  (m)           20.26   (f) ADJ UNCH    1 2
 AW2517
 AW2517.Superseded values are not recommended for survey control.
 AW2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2517.See file dsdata.txt to determine how the superseded data were derived.
 AW2517
 AW2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN669922(NAD 83)
 AW2517_MARKER: DB = BENCH MARK DISK
 AW2517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2517_SP_SET: ABUTMENT
 AW2517_STAMPING: X 1134 1958
 AW2517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2517+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AW2517
 AW2517  HISTORY     - Date     Condition        Report By
 AW2517  HISTORY     - 1958     MONUMENTED       CGS
 AW2517  HISTORY     - 1971     GOOD             NGS
 AW2517  HISTORY     - 1987     GOOD             USPSQD
 AW2517  HISTORY     - 19890409 MARK NOT FOUND   USPSQD
 AW2517  HISTORY     - 20050311 GOOD             USPSQD
 AW2517
 AW2517                          STATION DESCRIPTION
 AW2517
 AW2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2517'2.75 MI S FROM STOWELL.
 AW2517'ABOUT 2.75 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2517'STOWELL, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 AW2517'THE WEST END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE OVER
 AW2517'SPINDLETOP BAYOU, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2517
 AW2517                          STATION RECOVERY (1971)
 AW2517
 AW2517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2517'RECOVERED IN GOOD CONDITION.
 AW2517
 AW2517                          STATION RECOVERY (1987)
 AW2517
 AW2517'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAC)
 AW2517'RECOVERED IN GOOD CONDITION.
 AW2517
 AW2517                          STATION RECOVERY (1989)
 AW2517
 AW2517'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2517'MARK NOT FOUND.
 AW2517
 AW2517                          STATION RECOVERY (2005)
 AW2517
 AW2517'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0218 ***********************************************************************
 BL0218  DESIGNATION -  X 1135
 BL0218  PID         -  BL0218
 BL0218  STATE/COUNTY-  TX/JEFFERSON
 BL0218  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0218
 BL0218                         *CURRENT SURVEY CONTROL
 BL0218  ___________________________________________________________________
 BL0218* NAD 83(1986)-  30 03 51.     (N)    094 13 00.     (W)     SCALED    
 BL0218* NAVD 88     -         8.230  (meters)      27.00   (feet)  ADJUSTED  
 BL0218  ___________________________________________________________________
 BL0218  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0218  DYNAMIC HT  -           8.219 (meters)      26.97  (feet)  COMP
 BL0218  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 BL0218
 BL0218  VERT ORDER  -  FIRST     CLASS I
 BL0218
 BL0218.The horizontal coordinates were scaled from a topographic map and have
 BL0218.an estimated accuracy of +/- 6 seconds.
 BL0218
 BL0218.The orthometric height was determined by differential leveling
 BL0218.and adjusted by the National Geodetic Survey in June 1991..
 BL0218
 BL0218.The geoid height was determined by GEOID03.
 BL0218
 BL0218.The dynamic height is computed by dividing the NAVD 88
 BL0218.geopotential number by the normal gravity value computed on the
 BL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0218.degrees latitude (g = 980.6199 gals.).
 BL0218
 BL0218.The modeled gravity was interpolated from observed gravity values.
 BL0218
 BL0218;                    North         East    Units  Estimated Accuracy
 BL0218;SPC TXSC     - 4,256,670.    1,061,070.      MT  (+/- 180 meters Scaled)
 BL0218
 BL0218                          SUPERSEDED SURVEY CONTROL
 BL0218
 BL0218  NGVD 29 (??/??/92)    8.249  (m)           27.06   (f) ADJ UNCH    1 1
 BL0218
 BL0218.Superseded values are not recommended for survey control.
 BL0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0218.See file dsdata.txt to determine how the superseded data were derived.
 BL0218
 BL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP827265(NAD 83)
 BL0218_MARKER: DB = BENCH MARK DISK
 BL0218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0218_SP_SET: 48 FT.
 BL0218_STAMPING: X 1135 1958
 BL0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0218
 BL0218  HISTORY     - Date     Condition        Report By
 BL0218  HISTORY     - 1958     MONUMENTED       CGS
 BL0218  HISTORY     - 1972     GOOD             NGS
 BL0218  HISTORY     - 1984     GOOD             USPSQD
 BL0218  HISTORY     - 19870815 GOOD             USPSQD
 BL0218  HISTORY     - 1988     GOOD             USPSQD
 BL0218  HISTORY     - 19900207 GOOD             USPSQD
 BL0218  HISTORY     - 19940805 GOOD             USPSQD
 BL0218  HISTORY     - 20001231 MARK NOT FOUND   NGS
 BL0218  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0218  HISTORY     - 20020918 MARK NOT FOUND   USPSQD
 BL0218  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0218
 BL0218                          STATION DESCRIPTION
 BL0218
 BL0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0218'1.60 MI W FROM AMELIA.
 BL0218'ABOUT 1.60 MILES WEST ALONG US HIGHWAY 90 AT AMELIA FROM THE
 BL0218'INTERSECTION OF STATE HIGHWAY 364, ABOUT 0.1 MILE EAST OF THE 45-FOOT
 BL0218'CONCRETE BRIDGE OVER WILLOW MARSH BAYOU, NEAR THE SOUTHWEST CORNER OF
 BL0218'THE BEAUMONT MUNICIPAL AIRPORT, BETWEEN THE HIGHWAY AND THE SOUTHERN
 BL0218'PACIFIC RAILROAD, 66.5 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 BL0218'LANE OF THE HWY., 21.1 FEET SOUTH OF THE SOUTH RAIL, 10 FEET NORTH OF
 BL0218'THE FIFTH TELEGRAPH POLE EAST OF THE MARSH BAYOU, 1.5 FEET WEST OF A
 BL0218'METAL WITNESS POST ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IS A
 BL0218'DISK ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD PROTECTED BY A
 BL0218'6-INCH CONCRETE PIPE WHICH PROJECTS 0.5 FOOT.  THE ROD WAS DRIVEN TO A
 BL0218'DEPTH OF 48 FEET, FLUSH WITH THE GROUND.
 BL0218
 BL0218                          STATION RECOVERY (1984)
 BL0218
 BL0218'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0218'RECOVERED IN GOOD CONDITION.
 BL0218
 BL0218                          STATION RECOVERY (1987)
 BL0218
 BL0218'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0218'RECOVERED IN GOOD CONDITION.
 BL0218
 BL0218                          STATION RECOVERY (1988)
 BL0218
 BL0218'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 BL0218'RECOVERED IN GOOD CONDITION.
 BL0218
 BL0218                          STATION RECOVERY (1990)
 BL0218
 BL0218'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0218'RECOVERED IN GOOD CONDITION.
 BL0218
 BL0218                          STATION RECOVERY (1994)
 BL0218
 BL0218'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0218'RECOVERED IN GOOD CONDITION.
 BL0218
 BL0218                          STATION RECOVERY (2000)
 BL0218
 BL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0218'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0218
 BL0218                          STATION RECOVERY (2001)
 BL0218
 BL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0218'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0218
 BL0218                          STATION RECOVERY (2002)
 BL0218
 BL0218'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0218'MARK NOT FOUND.
 BL0218
 BL0218                          STATION RECOVERY (2004)
 BL0218
 BL0218'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1437 ***********************************************************************
 AW1437  DESIGNATION -  X 1136
 AW1437  PID         -  AW1437
 AW1437  STATE/COUNTY-  TX/CHAMBERS
 AW1437  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW1437
 AW1437                         *CURRENT SURVEY CONTROL
 AW1437  ___________________________________________________________________
 AW1437* NAD 83(1986)-  29 33 07.     (N)    094 44 00.     (W)     SCALED    
 AW1437* NAVD 88     -         3.78   (+/-2cm)      12.4    (feet)  VERTCON   
 AW1437  ___________________________________________________________________
 AW1437  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW1437  OBS GRAVITY -     979,277.6   (mgal)                       GRAV_OBS
 AW1437
 AW1437  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1437
 AW1437.The horizontal coordinates were scaled from a topographic map and have
 AW1437.an estimated accuracy of +/- 6 seconds.
 AW1437
 AW1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1437.The vertical order pertains to the NGVD 29 superseded value.
 AW1437
 AW1437.The geoid height was determined by GEOID03.
 AW1437.The observed gravity was obtained from relative gravimeter ties
 AW1437.to the IGSN71 gravity network.
 AW1437
 AW1437;                    North         East    Units  Estimated Accuracy
 AW1437;SPC TXSC     - 4,198,010.    1,013,370.      MT  (+/- 180 meters Scaled)
 AW1437
 AW1437                          SUPERSEDED SURVEY CONTROL
 AW1437
 AW1437  NGVD 29 (??/??/92)    3.776  (m)           12.39   (f) ADJ UNCH    1 2
 AW1437
 AW1437.Superseded values are not recommended for survey control.
 AW1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1437.See file dsdata.txt to determine how the superseded data were derived.
 AW1437
 AW1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN320703(NAD 83)
 AW1437_MARKER: DB = BENCH MARK DISK
 AW1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1437_STAMPING: X 1136 1959
 AW1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1437+STABILITY: SURFACE MOTION
 AW1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1437+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1437
 AW1437  HISTORY     - Date     Condition        Report By
 AW1437  HISTORY     - 1959     MONUMENTED       CGS
 AW1437  HISTORY     - 1973     GOOD             NGS
 AW1437  HISTORY     - 1978     GOOD             NGS
 AW1437  HISTORY     - 1990     GOOD             USPSQD
 AW1437  HISTORY     - 20010331 GOOD             NGS
 AW1437  HISTORY     - 20040308 GOOD             USPSQD
 AW1437  HISTORY     - 20050314 GOOD             USPSQD
 AW1437
 AW1437                          STATION DESCRIPTION
 AW1437
 AW1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1437'2.05 MI NE FROM SMITH POINT.
 AW1437'ABOUT 2.05 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1437'GROCERY STORE AT SMITH POINT 0.2 MILE SOUTHWEST OF A FRAME FARM HOUSE,
 AW1437'0.15 MILE NORTHEAST OF A SHELL ROAD AND IRON CATTLE GUARD, 49 FEET
 AW1437'NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, 4.3 FEET NORTH OF POWER
 AW1437'POLE 1271, 1.5 FEET SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 AW1437'CONCRETE WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP
 AW1437'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1437
 AW1437                          STATION RECOVERY (1978)
 AW1437
 AW1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1437'ADD=51 FEET NORTH OF A FIELD ROAD WITH CATTLE GUARD.
 AW1437
 AW1437                          STATION RECOVERY (1990)
 AW1437
 AW1437'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1437'RECOVERED IN GOOD CONDITION.
 AW1437
 AW1437                          STATION RECOVERY (2001)
 AW1437
 AW1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1437'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1437
 AW1437                          STATION RECOVERY (2004)
 AW1437
 AW1437'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1437'RECOVERED IN GOOD CONDITION.
 AW1437
 AW1437                          STATION RECOVERY (2005)
 AW1437
 AW1437'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0516 ***********************************************************************
 AW0516  DESIGNATION -  X 1137 USE
 AW0516  PID         -  AW0516
 AW0516  STATE/COUNTY-  TX/GALVESTON
 AW0516  USGS QUAD   -  GALVESTON (1994)
 AW0516
 AW0516                         *CURRENT SURVEY CONTROL
 AW0516  ___________________________________________________________________
 AW0516* NAD 83(1986)-  29 19 15.     (N)    094 47 17.     (W)     SCALED    
 AW0516* NAVD 88     -         7.06   (+/-2cm)      23.2    (feet)  VERTCON   
 AW0516  ___________________________________________________________________
 AW0516  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0516
 AW0516  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0516
 AW0516.The horizontal coordinates were scaled from a topographic map and have
 AW0516.an estimated accuracy of +/- 6 seconds.
 AW0516
 AW0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0516.The vertical order pertains to the NGVD 29 superseded value.
 AW0516
 AW0516.The geoid height was determined by GEOID03.
 AW0516
 AW0516;                    North         East    Units  Estimated Accuracy
 AW0516;SPC TXSC     - 4,172,220.    1,008,990.      MT  (+/- 180 meters Scaled)
 AW0516
 AW0516                          SUPERSEDED SURVEY CONTROL
 AW0516
 AW0516  NGVD 29 (??/??/92)    7.06   (m)           23.2    (f) COMPUTED    1 2
 AW0516
 AW0516.Superseded values are not recommended for survey control.
 AW0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0516.See file dsdata.txt to determine how the superseded data were derived.
 AW0516
 AW0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN263448(NAD 83)
 AW0516_MARKER: DD = SURVEY DISK
 AW0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0516+STABILITY: SURFACE MOTION
 AW0516
 AW0516  HISTORY     - Date     Condition        Report By
 AW0516  HISTORY     - UNK      MONUMENTED       USE
 AW0516  HISTORY     - 1958     GOOD             NGS
 AW0516  HISTORY     - 1964     GOOD             NGS
 AW0516  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0516  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0516  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW0516  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW0516
 AW0516                          STATION DESCRIPTION
 AW0516
 AW0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0516'5.35 MI N FROM GALVESTON.
 AW0516'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0516'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE ABOUT 1.3 MILES
 AW0516'NORTHEAST ALONG 51ST STREET, THENCE ABOUT 1.35 MILES EAST ALONG A
 AW0516'SHELL ROAD LEADING TO TODD SHIP YARD, THENCE ABOUT 0.3 MILE EAST
 AW0516'THROUGH THE SHIP YARD, THENCE ABOUT 0.5 MILE NORTHEAST ALONG A DIM
 AW0516'SHELL ROAD TO THE EAST POINT OF A KNOLL, ABOUT 0.15 MILE NORTHWEST OF
 AW0516'THE SOUTHEAST SHORE LINE, 220 FEET NORTHWEST OF A SMALL GROVE OF SALT
 AW0516'CEDAR TREES, 384 FEET SOUTHWEST OF A DOUBLE BRACED POWER POLE, 110
 AW0516'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND IN THE TOP OF A
 AW0516'CONCRETE POST PROJECTING 1 1/2 FEET.
 AW0516
 AW0516                          STATION RECOVERY (1964)
 AW0516
 AW0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0516'RECOVERED IN GOOD CONDITION.
 AW0516
 AW0516                          STATION RECOVERY (1978)
 AW0516
 AW0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0516'NOT RECOVERED.
 AW0516
 AW0516                          STATION RECOVERY (1999)
 AW0516
 AW0516'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0516'MARK NOT FOUND.
 AW0516
 AW0516                          STATION RECOVERY (2003)
 AW0516
 AW0516'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0516'MARK NOT FOUND.
 AW0516
 AW0516                          STATION RECOVERY (2004)
 AW0516
 AW0516'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1292 ***********************************************************************
 AW1292  DESIGNATION -  X 1138
 AW1292  PID         -  AW1292
 AW1292  STATE/COUNTY-  TX/HARRIS
 AW1292  USGS QUAD   -  LA PORTE (1982)
 AW1292
 AW1292                         *CURRENT SURVEY CONTROL
 AW1292  ___________________________________________________________________
 AW1292* NAD 83(1986)-  29 38 30.     (N)    095 06 49.     (W)     SCALED    
 AW1292* NAVD 88     -         5.68   (+/-2cm)      18.6    (feet)  VERTCON   
 AW1292  ___________________________________________________________________
 AW1292  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW1292
 AW1292  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1292
 AW1292.The horizontal coordinates were scaled from a topographic map and have
 AW1292.an estimated accuracy of +/- 6 seconds.
 AW1292
 AW1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1292.The vertical order pertains to the NGVD 29 superseded value.
 AW1292
 AW1292.The geoid height was determined by GEOID03.
 AW1292
 AW1292;                    North         East    Units  Estimated Accuracy
 AW1292;SPC TXSC     - 4,206,660.      976,210.      MT  (+/- 180 meters Scaled)
 AW1292
 AW1292                          SUPERSEDED SURVEY CONTROL
 AW1292
 AW1292  NGVD 29 (??/??/92)    5.676  (m)           18.62   (f) ADJ UNCH    1 2
 AW1292
 AW1292.Superseded values are not recommended for survey control.
 AW1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1292.See file dsdata.txt to determine how the superseded data were derived.
 AW1292
 AW1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN953809(NAD 83)
 AW1292_MARKER: DB = BENCH MARK DISK
 AW1292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1292_SP_SET: CULVERT
 AW1292_STAMPING: X 1138 1958
 AW1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1292
 AW1292  HISTORY     - Date     Condition        Report By
 AW1292  HISTORY     - 1958     MONUMENTED       CGS
 AW1292  HISTORY     - 1964     GOOD             NGS
 AW1292  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1292  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1292  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1292  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW1292  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW1292  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1292  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW1292  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1292
 AW1292                          STATION DESCRIPTION
 AW1292
 AW1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1292'6.15 MI E FROM GENOA.
 AW1292'ABOUT 5.65 MILES EAST ALONG THE GENOA-RED BLUFF ROAD FROM THE
 AW1292'GALVESTON, HOUSTON, AND HENDERSON RAILROAD STATION AT GENOA, THENCE
 AW1292'0.5 MILE NORTHWEST ALONG RED BLUFF ROAD, 33 FEET NORTHEAST OF THE
 AW1292'CENTER LINE OF THE ROAD, 29 FEET SOUTHEAST OF THE EAST CORNER OF AN
 AW1292'OLD CONCRETE BRIDGE OVER WILLOW SPRING GULLY, 8 1/2 FEET SOUTHWEST OF
 AW1292'A FENCE, SET IN THE CENTER OF THE TOP OF THE MOST SOUTHEASTERLY OF
 AW1292'FOUR CONCRETE HEAD WALLS OF CULVERTS IN A DITCH, AND ABOUT 4 1/2 FEET
 AW1292'BELOW THE LEVEL OF THE ROAD.  NOTE-- AB A COPPER NAIL AND WASHER IN
 AW1292'THE SOUTHWEST ROOT OF A 15-INCH LIVE OAK TREE, 79 FEET NORTHEAST OF
 AW1292'B.M. X 1138.
 AW1292
 AW1292                          STATION RECOVERY (1978)
 AW1292
 AW1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1292'NOT RECOVERED.  NOTE=THE OLD BRIDGE AND THE HEADWALL ARE NOW GONE.
 AW1292
 AW1292                          STATION RECOVERY (1987)
 AW1292
 AW1292'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1292'MARK NOT FOUND.
 AW1292
 AW1292                          STATION RECOVERY (1988)
 AW1292
 AW1292'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1292'MARK NOT FOUND.
 AW1292
 AW1292                          STATION RECOVERY (1997)
 AW1292
 AW1292'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1292'MARK NOT FOUND.
 AW1292
 AW1292                          STATION RECOVERY (1999)
 AW1292
 AW1292'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1292'MARK NOT FOUND.
 AW1292
 AW1292                          STATION RECOVERY (2001)
 AW1292
 AW1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1292'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1292
 AW1292                          STATION RECOVERY (2004)
 AW1292
 AW1292'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1292'MARK NOT FOUND.
 AW1292
 AW1292                          STATION RECOVERY (2005)
 AW1292
 AW1292'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0373 ***********************************************************************
 BL0373  DESIGNATION -  X 1139
 BL0373  PID         -  BL0373
 BL0373  STATE/COUNTY-  TX/LIBERTY
 BL0373  USGS QUAD   -  LIBERTY (1984)
 BL0373
 BL0373                         *CURRENT SURVEY CONTROL
 BL0373  ___________________________________________________________________
 BL0373* NAD 83(1986)-  30 02 45.     (N)    094 49 59.     (W)     SCALED    
 BL0373* NAVD 88     -         6.81   (+/-2cm)      22.3    (feet)  VERTCON   
 BL0373  ___________________________________________________________________
 BL0373  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0373
 BL0373  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0373
 BL0373.The horizontal coordinates were scaled from a topographic map and have
 BL0373.an estimated accuracy of +/- 6 seconds.
 BL0373
 BL0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0373.The vertical order pertains to the NGVD 29 superseded value.
 BL0373
 BL0373.The geoid height was determined by GEOID03.
 BL0373
 BL0373;                    North         East    Units  Estimated Accuracy
 BL0373;SPC TX C     - 3,055,150.    1,230,250.      MT  (+/- 180 meters Scaled)
 BL0373
 BL0373                          SUPERSEDED SURVEY CONTROL
 BL0373
 BL0373  NGVD 29 (??/??/92)    6.811  (m)           22.35   (f) ADJ UNCH    1 1
 BL0373
 BL0373.Superseded values are not recommended for survey control.
 BL0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0373.See file dsdata.txt to determine how the superseded data were derived.
 BL0373
 BL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP232252(NAD 83)
 BL0373_MARKER: DB = BENCH MARK DISK
 BL0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0373_STAMPING: X 1139 1959
 BL0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0373+STABILITY: SURFACE MOTION
 BL0373
 BL0373  HISTORY     - Date     Condition        Report By
 BL0373  HISTORY     - 1959     MONUMENTED       CGS
 BL0373  HISTORY     - 1972     GOOD             NGS
 BL0373  HISTORY     - 19960801 MARK NOT FOUND   USPSQD
 BL0373  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0373  HISTORY     - 20050216 MARK NOT FOUND   USPSQD
 BL0373  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0373
 BL0373                          STATION DESCRIPTION
 BL0373
 BL0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0373'2.95 MI SW FROM LIBERTY.
 BL0373'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0373'STATE HIGHWAY 146 AT LIBERTY THENCE ABOUT 0.85 MILES SOUTH ALONG A
 BL0373'PRIVATE GRAVELED ROAD TO SOUTH LIBERTY OIL FIELD.  ABOUT 126 YARDS
 BL0373'SOUTH OF THE SOUTH END OF A 100-FOOT WOODEN BRIDGE ACROSS A SLOUGH, ON
 BL0373'THE OUTSIDE AND AT THE NORTH END OF A CURVE WITH TANGENTS EXTENDING
 BL0373'NORTH AND SOUTHEAST, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 92
 BL0373'1/2 FEET SOUTH OF POWER LINE POLE 3622, 81 1/2 FEET NORTH OF THE WEST
 BL0373'END OF A 24 INCH PIPE CULVERT, 2 FEET EAST OF A FENCE LINE, 1.5 FEET
 BL0373'SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BL0373'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. NOTE--
 BL0373'THE 1959 DESCRIPTION INDICATED THE POST PROJECTED 5 INCHES AT THAT
 BL0373'TIME.
 BL0373
 BL0373                          STATION RECOVERY (1996)
 BL0373
 BL0373'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0373'MARK NOT FOUND.
 BL0373
 BL0373                          STATION RECOVERY (2004)
 BL0373
 BL0373'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0373'MARK NOT FOUND.
 BL0373
 BL0373                          STATION RECOVERY (2005)
 BL0373
 BL0373'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0373'MARK NOT FOUND.
 BL0373
 BL0373                          STATION RECOVERY (2005)
 BL0373
 BL0373'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0106 ***********************************************************************
 AH0106  DESIGNATION -  X 1140
 AH0106  PID         -  AH0106
 AH0106  STATE/COUNTY-  TX/NUECES
 AH0106  USGS QUAD   -  ANNAVILLE (1975)
 AH0106
 AH0106                         *CURRENT SURVEY CONTROL
 AH0106  ___________________________________________________________________
 AH0106* NAD 83(1986)-  27 47 02.     (N)    097 36 50.     (W)     SCALED    
 AH0106* NAVD 88     -        20.389  (meters)      66.89   (feet)  ADJUSTED  
 AH0106  ___________________________________________________________________
 AH0106  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0106  DYNAMIC HT  -          20.358 (meters)      66.79  (feet)  COMP
 AH0106  MODELED GRAV-     979,120.5   (mgal)                       NAVD 88
 AH0106
 AH0106  VERT ORDER  -  FIRST     CLASS II
 AH0106
 AH0106.The horizontal coordinates were scaled from a topographic map and have
 AH0106.an estimated accuracy of +/- 6 seconds.
 AH0106
 AH0106.The orthometric height was determined by differential leveling
 AH0106.and adjusted by the National Geodetic Survey in June 1991..
 AH0106
 AH0106.The geoid height was determined by GEOID03.
 AH0106
 AH0106.The dynamic height is computed by dividing the NAVD 88
 AH0106.geopotential number by the normal gravity value computed on the
 AH0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0106.degrees latitude (g = 980.6199 gals.).
 AH0106
 AH0106.The modeled gravity was interpolated from observed gravity values.
 AH0106
 AH0106;                    North         East    Units  Estimated Accuracy
 AH0106;SPC TX S     - 5,234,890.      387,330.      MT  (+/- 180 meters Scaled)
 AH0106
 AH0106                          SUPERSEDED SURVEY CONTROL
 AH0106
 AH0106  NGVD 29 (??/??/92)   20.520  (m)           67.32   (f) ADJ UNCH    1 2
 AH0106
 AH0106.Superseded values are not recommended for survey control.
 AH0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0106.See file dsdata.txt to determine how the superseded data were derived.
 AH0106
 AH0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR365740(NAD 83)
 AH0106_MARKER: DB = BENCH MARK DISK
 AH0106_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH0106_SP_SET: 28 FT.
 AH0106_STAMPING: X 1140 1959
 AH0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0106
 AH0106  HISTORY     - Date     Condition        Report By
 AH0106  HISTORY     - 1959     MONUMENTED       CGS
 AH0106  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0106  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH0106
 AH0106                          STATION DESCRIPTION
 AH0106
 AH0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0106'3.0 MI E FROM ROBSTOWN.
 AH0106'ABOUT 3.0 MILES EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE ST.
 AH0106'LOUIS, BROWNVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, 36 FEET
 AH0106'NORTH OF THE NORTH RAIL, 65 FEET NORTHWEST OF THE CENTER OF A PRIVATE
 AH0106'ROAD CROSSING, 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN
 AH0106'BRIDGE, 3 1/2 FEET SOUTH OF A TELEPHONE POLE, 27 FEET WEST OF A HIGH
 AH0106'PRESSURE OIL PIPE LINE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS,
 AH0106'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 AH0106'DEPTH OF 28 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 12 INCHES.
 AH0106'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0106
 AH0106                          STATION RECOVERY (1978)
 AH0106
 AH0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0106'NOT RECOVERED THIS DATE.
 AH0106
 AH0106                          STATION RECOVERY (2001)
 AH0106
 AH0106'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0164 ***********************************************************************
 AH0164  DESIGNATION -  X 1141
 AH0164  PID         -  AH0164
 AH0164  STATE/COUNTY-  TX/SAN PATRICIO
 AH0164  USGS QUAD   -  ARANSAS PASS (1975)
 AH0164
 AH0164                         *CURRENT SURVEY CONTROL
 AH0164  ___________________________________________________________________
 AH0164* NAD 83(1986)-  27 53 41.     (N)    097 09 05.     (W)     SCALED    
 AH0164* NAVD 88     -         1.596  (meters)       5.24   (feet)  ADJUSTED  
 AH0164  ___________________________________________________________________
 AH0164  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH0164  DYNAMIC HT  -           1.594 (meters)       5.23  (feet)  COMP
 AH0164  MODELED GRAV-     979,143.2   (mgal)                       NAVD 88
 AH0164
 AH0164  VERT ORDER  -  FIRST     CLASS I
 AH0164
 AH0164.The horizontal coordinates were scaled from a topographic map and have
 AH0164.an estimated accuracy of +/- 6 seconds.
 AH0164
 AH0164.The orthometric height was determined by differential leveling
 AH0164.and adjusted by the National Geodetic Survey in December 1997..
 AH0164.WARNING-Repeat measurements at this control monument indicate possible
 AH0164.vertical movement.
 AH0164
 AH0164.The geoid height was determined by GEOID03.
 AH0164
 AH0164.The dynamic height is computed by dividing the NAVD 88
 AH0164.geopotential number by the normal gravity value computed on the
 AH0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0164.degrees latitude (g = 980.6199 gals.).
 AH0164
 AH0164.The modeled gravity was interpolated from observed gravity values.
 AH0164
 AH0164;                    North         East    Units  Estimated Accuracy
 AH0164;SPC TX S     - 5,247,570.      432,780.      MT  (+/- 180 meters Scaled)
 AH0164
 AH0164                          SUPERSEDED SURVEY CONTROL
 AH0164
 AH0164  NAVD 88 (06/15/91)    1.622  (m)            5.32   (f) UNKNOWN     1 1
 AH0164  NGVD 29 (??/??/92)    1.768  (m)            5.80   (f) ADJ UNCH    1 1
 AH0164
 AH0164.Superseded values are not recommended for survey control.
 AH0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0164.See file dsdata.txt to determine how the superseded data were derived.
 AH0164
 AH0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR819869(NAD 83)
 AH0164_MARKER: DB = BENCH MARK DISK
 AH0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0164_SP_SET: STORM DRAIN
 AH0164_STAMPING: X 1141 1959
 AH0164_MARK LOGO: CGS   
 AH0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0164+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 AH0164
 AH0164  HISTORY     - Date     Condition        Report By
 AH0164  HISTORY     - 1959     MONUMENTED       CGS
 AH0164  HISTORY     - 1978     GOOD             NGS
 AH0164  HISTORY     - 1984     GOOD             USPSQD
 AH0164  HISTORY     - 1989     GOOD             USPSQD
 AH0164  HISTORY     - 1989     GOOD             USPSQD
 AH0164  HISTORY     - 1989     GOOD             USPSQD
 AH0164  HISTORY     - 1989     GOOD             USPSQD
 AH0164  HISTORY     - 19910720 GOOD             USPSQD
 AH0164  HISTORY     - 19950610 GOOD             USPSQD
 AH0164  HISTORY     - 19970203 GOOD             NGS
 AH0164  HISTORY     - 20040315 GOOD             USPSQD
 AH0164  HISTORY     - 20050430 GOOD             USPSQD
 AH0164
 AH0164                          STATION DESCRIPTION
 AH0164
 AH0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0164'0.65 MI SW FROM ARANSAS PASS.
 AH0164'ABOUT 0.65 MILE SOUTHWEST ALONG FARM ROAD 632 FROM THE POSTOFFICE AT
 AH0164'ARANSAS PASS, AT THE INTERSECTION OF SOUTH COMMERCIAL STREET AND EAST
 AH0164'DEBERRY AVENUE, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 38
 AH0164'FEET NORTHEAST OF THE CENTER LINE OF EAST DEBERRY AVENUE, IN THE TOP
 AH0164'OF THE SOUTH CORNER OF THE CONCRETE TOP OF THE STORM SEWER ENTRANCE, 7
 AH0164'FEET SOUTHWEST OF A STREET LAMP POLE, 2 FEET SOUTH OF THE SOUTH EDGE
 AH0164'OF A MANHOLE COVER, AND ABOUT LEVEL WITH THE ROADS.
 AH0164
 AH0164                          STATION RECOVERY (1978)
 AH0164
 AH0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0164'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 361 FROM THE JUNCTION OF
 AH0164'STATE HIGHWAY 361 EAST AND STATE HIGHWAY 35 BUSINESS IN ARANSAS PASS
 AH0164'(THIS IS ALSO THE JUNCTION OF GOODNIGHT AVENUE AND COMMERCIAL STREET),
 AH0164'TO SITE OF BENCH MARK. LOCATED AT THE INTERSECTION OF SOUTH COMMERCIAL
 AH0164'STREET AND EAST DEBERRY AVENUE AND SET IN THE TOP OF THE SOUTH CORNER
 AH0164'OF THE CONCRETE TOP OF THE STORM SEWER ENTRANCE. 38 FEET NORTHEAST
 AH0164'OF THE CENTERLINE OF EAST DEBERRY AVENUE, 35 FEET SOUTHEAST OF THE
 AH0164'CENTERLINE OF THE HIGHWAY, 7 FEET SOUTHWEST OF A STREET LAMP POLE,
 AH0164'3 FEET NORTH OF A FIRE HYDRANT AND 2 FEET SOUTH OF THE SOUTH EDGE
 AH0164'OF A MANHOLE COVER.
 AH0164
 AH0164                          STATION RECOVERY (1984)
 AH0164
 AH0164'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0164'RECOVERED IN GOOD CONDITION.
 AH0164
 AH0164                          STATION RECOVERY (1989)
 AH0164
 AH0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0164'RECOVERED IN GOOD CONDITION.
 AH0164
 AH0164                          STATION RECOVERY (1989)
 AH0164
 AH0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0164'RECOVERED IN GOOD CONDITION.
 AH0164
 AH0164                          STATION RECOVERY (1989)
 AH0164
 AH0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0164'RECOVERED IN GOOD CONDITION.
 AH0164
 AH0164                          STATION RECOVERY (1989)
 AH0164
 AH0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0164'RECOVERED IN GOOD CONDITION.
 AH0164
 AH0164                          STATION RECOVERY (1991)
 AH0164
 AH0164'RECOVERY NOTE BY US POWER SQUADRON 1991 (RM)
 AH0164'RECOVERED IN GOOD CONDITION.
 AH0164
 AH0164                          STATION RECOVERY (1995)
 AH0164
 AH0164'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0164'RECOVERED IN GOOD CONDITION.
 AH0164
 AH0164                          STATION RECOVERY (1997)
 AH0164
 AH0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0164'IN ARANSAS PASS, AT THE INTERSECTION OF DE BERRY AVENUE AND STATE
 AH0164'HIGHWAY 361 (COMMERCIAL STREET) , NEAR THE SOUTH CORNER OF A CONCRETE
 AH0164'STORM DRAIN, 12.1 M (39.7 FT) NORTHWEST OF THE AVENUE CENTER, 4.8 M
 AH0164'(15.7 FT) SOUTHEAST OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.3 M (4.3
 AH0164'FT) NORTHEAST OF A FIRE HYDRANT, 0.7 M (2.3 FT) WEST OF A UTILITY
 AH0164'POLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AH0164
 AH0164                          STATION RECOVERY (2004)
 AH0164
 AH0164'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH0164'RECOVERED IN GOOD CONDITION.
 AH0164
 AH0164                          STATION RECOVERY (2005)
 AH0164
 AH0164'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AH0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1995 ***********************************************************************
 AW1995  DESIGNATION -  X 1142
 AW1995  PID         -  AW1995
 AW1995  STATE/COUNTY-  TX/HARRIS
 AW1995  USGS QUAD   -  PASADENA (1995)
 AW1995
 AW1995                         *CURRENT SURVEY CONTROL
 AW1995  ___________________________________________________________________
 AW1995* NAD 83(1986)-  29 43 36.     (N)    095 10 58.     (W)     SCALED    
 AW1995* NAVD 88     -         5.925  (meters)      19.44   (feet)  ADJUSTED  
 AW1995  ___________________________________________________________________
 AW1995  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1995  DYNAMIC HT  -           5.917 (meters)      19.41  (feet)  COMP
 AW1995  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW1995
 AW1995  VERT ORDER  -  FIRST     CLASS II
 AW1995
 AW1995.The horizontal coordinates were scaled from a topographic map and have
 AW1995.an estimated accuracy of +/- 6 seconds.
 AW1995
 AW1995.The orthometric height was determined by differential leveling
 AW1995.and adjusted by the National Geodetic Survey in June 1991..
 AW1995
 AW1995.The geoid height was determined by GEOID03.
 AW1995
 AW1995.The dynamic height is computed by dividing the NAVD 88
 AW1995.geopotential number by the normal gravity value computed on the
 AW1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1995.degrees latitude (g = 980.6199 gals.).
 AW1995
 AW1995.The modeled gravity was interpolated from observed gravity values.
 AW1995
 AW1995;                    North         East    Units  Estimated Accuracy
 AW1995;SPC TXSC     - 4,215,860.      969,210.      MT  (+/- 180 meters Scaled)
 AW1995
 AW1995                          SUPERSEDED SURVEY CONTROL
 AW1995
 AW1995  NGVD 29 (12/23/87)    5.922  (m)           19.43   (f) ADJUSTED    1 2
 AW1995
 AW1995.Superseded values are not recommended for survey control.
 AW1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1995.See file dsdata.txt to determine how the superseded data were derived.
 AW1995
 AW1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN888904(NAD 83)
 AW1995_MARKER: DB = BENCH MARK DISK
 AW1995_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1995_SP_SET: HEADWALL OF DOUBLE PIPE CULVER
 AW1995_STAMPING: X 1142 1959
 AW1995_MARK LOGO: CGS   
 AW1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1995+STABILITY: SURFACE MOTION
 AW1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1995+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 AW1995
 AW1995  HISTORY     - Date     Condition        Report By
 AW1995  HISTORY     - 1959     MONUMENTED       CGS
 AW1995  HISTORY     - 1964     GOOD             NGS
 AW1995  HISTORY     - 1978     GOOD             NGS
 AW1995  HISTORY     - 1986     GOOD             NGS
 AW1995  HISTORY     - 1989     GOOD             USPSQD
 AW1995  HISTORY     - 1990     GOOD             USPSQD
 AW1995  HISTORY     - 1990     GOOD             USPSQD
 AW1995  HISTORY     - 20041126 GOOD             USPSQD
 AW1995
 AW1995                          STATION DESCRIPTION
 AW1995
 AW1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1995'1.95 MI E FROM PASADENA.
 AW1995'ABOUT 0.55 MILE EAST ALONG A GRADED DIRT ROAD FROM THE SOUTH ENTRANCE
 AW1995'TO THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 1.4 MILES EAST ALONG
 AW1995'THE PORT TERMINAL RAILROAD, 29 FEET SOUTH OF THE SOUTH RAIL OF A SIDE
 AW1995'TRACK, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A
 AW1995'LARGE CULVERT UNDER THE ROAD, 29 FEET EAST OF THE CENTER LINE OF A
 AW1995'CONCRETE ROAD LEADING TO THE PHILLIPS CHEMICAL COMPANY, ABOUT 0.25
 AW1995'MILE EAST OF WELL D 2 (C.P.F.), AND ABOUT 4 FEET BELOW THE LEVEL OF
 AW1995'THE ROAD.
 AW1995
 AW1995                          STATION RECOVERY (1964)
 AW1995
 AW1995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1995'RECOVERED IN GOOD CONDITION.
 AW1995
 AW1995                          STATION RECOVERY (1978)
 AW1995
 AW1995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1995'RECOVERED IN GOOD CONDITION.
 AW1995
 AW1995                          STATION RECOVERY (1986)
 AW1995
 AW1995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1995'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1995'EXCEPT CHANGE GRADED DIRT ROAD TO CROWN ROAD WHICH IS PAVED, ALSO
 AW1995'CHANGE ROAD LEADING TO PHILLIPS CHMEICAL COMPANY TO JEFFERSON ROAD.
 AW1995'THE MARK IS 0.50 METERS  S FROM  A WITNESS POST
 AW1995
 AW1995                          STATION RECOVERY (1989)
 AW1995
 AW1995'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1995'RECOVERED IN GOOD CONDITION.
 AW1995
 AW1995                          STATION RECOVERY (1990)
 AW1995
 AW1995'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1995'RECOVERED IN GOOD CONDITION.
 AW1995
 AW1995                          STATION RECOVERY (1990)
 AW1995
 AW1995'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1995'RECOVERED IN GOOD CONDITION.
 AW1995
 AW1995                          STATION RECOVERY (2004)
 AW1995
 AW1995'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3910 ***********************************************************************
 AW3910  DESIGNATION -  X 1143
 AW3910  PID         -  AW3910
 AW3910  STATE/COUNTY-  TX/BRAZORIA
 AW3910  USGS QUAD   -  LIVERPOOL (1963)
 AW3910
 AW3910                         *CURRENT SURVEY CONTROL
 AW3910  ___________________________________________________________________
 AW3910* NAD 83(1986)-  29 19 15.     (N)    095 17 26.     (W)     SCALED    
 AW3910* NAVD 88     -         7.26   (+/-2cm)      23.8    (feet)  VERTCON   
 AW3910  ___________________________________________________________________
 AW3910  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW3910
 AW3910  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW3910
 AW3910.The horizontal coordinates were scaled from a topographic map and have
 AW3910.an estimated accuracy of +/- 6 seconds.
 AW3910
 AW3910.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3910.The vertical order pertains to the NGVD 29 superseded value.
 AW3910
 AW3910.The geoid height was determined by GEOID03.
 AW3910
 AW3910;                    North         East    Units  Estimated Accuracy
 AW3910;SPC TXSC     - 4,170,570.      960,210.      MT  (+/- 180 meters Scaled)
 AW3910
 AW3910                          SUPERSEDED SURVEY CONTROL
 AW3910
 AW3910  NGVD 29 (??/??/92)    7.26   (m)           23.8    (f) COMPUTED    1 1
 AW3910
 AW3910.Superseded values are not recommended for survey control.
 AW3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3910.See file dsdata.txt to determine how the superseded data were derived.
 AW3910
 AW3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN775457(NAD 83)
 AW3910_MARKER: DB = BENCH MARK DISK
 AW3910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3910_SP_SET: CASING
 AW3910_STAMPING: X 1143 1959
 AW3910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3910
 AW3910  HISTORY     - Date     Condition        Report By
 AW3910  HISTORY     - 1959     MONUMENTED       CGS
 AW3910  HISTORY     - 1973     GOOD             NGS
 AW3910  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW3910
 AW3910                          STATION DESCRIPTION
 AW3910
 AW3910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3910'1.9 MI NW FROM LIVERPOOL.
 AW3910'1.9 MILES NORTHWEST ALONG A PAVED ROAD FROM THE CROSSING OF MAIN
 AW3910'STREET AND THE MISSOURI PACIFIC RAILROAD AT LIVERPOOL, ON THE PROPERTY
 AW3910'OF J.W. MOORE, AT THE FRANK JOHNSON, 1 GAS WELL, BEHIND A WHITE FRAME
 AW3910'HOME, IN THE TOP OF A 9 5/8-INCH CASING WHICH IS FILLED WITH CONCRETE,
 AW3910'THE CASING IS 4,210 FEET DEEP, 276 FEET EAST OF THE CENTER LINE OF THE
 AW3910'ROAD, ABOUT 220 FEET EAST OF A FENCE LINE, 117 1/2 FEET WEST OF A
 AW3910'4-INCH WATER WELL CASING AND ABOUT 6 INCHES BELOW THE GROUND.
 AW3910
 AW3910                          STATION RECOVERY (2004)
 AW3910
 AW3910'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3320 ***********************************************************************
 AW3320  DESIGNATION -  X 1144
 AW3320  PID         -  AW3320
 AW3320  STATE/COUNTY-  TX/HARRIS
 AW3320  USGS QUAD   -  FRIENDSWOOD (1995)
 AW3320
 AW3320                         *CURRENT SURVEY CONTROL
 AW3320  ___________________________________________________________________
 AW3320* NAD 83(1986)-  29 32 57.     (N)    095 07 42.     (W)     SCALED    
 AW3320* NAVD 88     -         8.38   (+/-2cm)      27.5    (feet)  VERTCON   
 AW3320  ___________________________________________________________________
 AW3320  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW3320
 AW3320  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3320
 AW3320.The horizontal coordinates were scaled from a topographic map and have
 AW3320.an estimated accuracy of +/- 6 seconds.
 AW3320
 AW3320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3320.The vertical order pertains to the NGVD 29 superseded value.
 AW3320
 AW3320.The geoid height was determined by GEOID03.
 AW3320
 AW3320;                    North         East    Units  Estimated Accuracy
 AW3320;SPC TXSC     - 4,196,370.      975,120.      MT  (+/- 180 meters Scaled)
 AW3320
 AW3320                          SUPERSEDED SURVEY CONTROL
 AW3320
 AW3320  NGVD 29 (??/??/92)    8.375  (m)           27.48   (f) ADJ UNCH    1 2
 AW3320
 AW3320.Superseded values are not recommended for survey control.
 AW3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3320.See file dsdata.txt to determine how the superseded data were derived.
 AW3320
 AW3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN937707(NAD 83)
 AW3320_MARKER: DB = BENCH MARK DISK
 AW3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3320_STAMPING: X 1144 1959
 AW3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3320+STABILITY: SURFACE MOTION
 AW3320
 AW3320  HISTORY     - Date     Condition        Report By
 AW3320  HISTORY     - 1959     MONUMENTED       CGS
 AW3320  HISTORY     - 1964     GOOD             NGS
 AW3320  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW3320
 AW3320                          STATION DESCRIPTION
 AW3320
 AW3320'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3320'0.85 MI NW FROM WEBSTER.
 AW3320'ABOUT 0.85 MILE NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW3320'RAILROAD FROM THE POSTOFFICE AT WEBSTER, 22 FEET SOUTHWEST OF THE
 AW3320'SOUTHWEST RAIL, 65 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 AW3320'3, 17 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF FRIENDSWOOD-LINK
 AW3320'ROAD, 8 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 2.0 FEET NORTHWEST OF
 AW3320'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND
 AW3320'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AW3320
 AW3320                          STATION RECOVERY (1964)
 AW3320
 AW3320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3320'RECOVERED IN GOOD CONDITION.
 AW3320
 AW3320                          STATION RECOVERY (1993)
 AW3320
 AW3320'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1469 ***********************************************************************
 AW1469  DESIGNATION -  X 1145
 AW1469  PID         -  AW1469
 AW1469  STATE/COUNTY-  TX/CHAMBERS
 AW1469  USGS QUAD   -  ANAHUAC (1993)
 AW1469
 AW1469                         *CURRENT SURVEY CONTROL
 AW1469  ___________________________________________________________________
 AW1469* NAD 83(1986)-  29 48 55.     (N)    094 39 32.     (W)     SCALED    
 AW1469* NAVD 88     -         7.10   (+/-2cm)      23.3    (feet)  VERTCON   
 AW1469  ___________________________________________________________________
 AW1469  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW1469
 AW1469  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1469
 AW1469.The horizontal coordinates were scaled from a topographic map and have
 AW1469.an estimated accuracy of +/- 6 seconds.
 AW1469
 AW1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1469.The vertical order pertains to the NGVD 29 superseded value.
 AW1469
 AW1469.The geoid height was determined by GEOID03.
 AW1469
 AW1469;                    North         East    Units  Estimated Accuracy
 AW1469;SPC TXSC     - 4,227,440.    1,019,490.      MT  (+/- 180 meters Scaled)
 AW1469
 AW1469                          SUPERSEDED SURVEY CONTROL
 AW1469
 AW1469  NGVD 29 (??/??/92)    7.100  (m)           23.29   (f) ADJ UNCH    1 2
 AW1469
 AW1469.Superseded values are not recommended for survey control.
 AW1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1469.See file dsdata.txt to determine how the superseded data were derived.
 AW1469
 AW1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN396994(NAD 83)
 AW1469_MARKER: DB = BENCH MARK DISK
 AW1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1469_STAMPING: X 1145 1959
 AW1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1469+STABILITY: SURFACE MOTION
 AW1469
 AW1469  HISTORY     - Date     Condition        Report By
 AW1469  HISTORY     - 1959     MONUMENTED       CGS
 AW1469  HISTORY     - 1973     GOOD             NGS
 AW1469  HISTORY     - 1978     GOOD             NGS
 AW1469  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1469  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW1469  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1469
 AW1469                          STATION DESCRIPTION
 AW1469
 AW1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1469'3.1 MI N FROM ANAHUAC.
 AW1469'ABOUT 3.1 MILES NORTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH STATE
 AW1469'HIGHWAY 61 AT ANAHUAC, 83 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW1469'ROAD, 98 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVE, 44 FEET
 AW1469'SOUTH OF THE EXTENDED CENTER LINE OF FARM ROAD 2041, 30 FEET WEST OF A
 AW1469'BRACED POWER POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 AW1469'INCHES.
 AW1469
 AW1469                          STATION RECOVERY (1978)
 AW1469
 AW1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1469'RECOVERED IN GOOD CONDITION.
 AW1469
 AW1469                          STATION RECOVERY (1990)
 AW1469
 AW1469'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1469'MARK NOT FOUND.
 AW1469
 AW1469                          STATION RECOVERY (1996)
 AW1469
 AW1469'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1469'MARK NOT FOUND.
 AW1469
 AW1469                          STATION RECOVERY (2001)
 AW1469
 AW1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1469'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3783 ***********************************************************************
 AW3783  DESIGNATION -  X 1146
 AW3783  PID         -  AW3783
 AW3783  STATE/COUNTY-  TX/HARRIS
 AW3783  USGS QUAD   -  PASADENA (1995)
 AW3783
 AW3783                         *CURRENT SURVEY CONTROL
 AW3783  ___________________________________________________________________
 AW3783* NAD 83(1986)-  29 42 43.     (N)    095 12 09.     (W)     SCALED    
 AW3783* NAVD 88     -         7.72   (+/-2cm)      25.3    (feet)  VERTCON   
 AW3783  ___________________________________________________________________
 AW3783  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW3783
 AW3783  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3783
 AW3783.The horizontal coordinates were scaled from a topographic map and have
 AW3783.an estimated accuracy of +/- 6 seconds.
 AW3783
 AW3783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3783.The vertical order pertains to the NGVD 29 superseded value.
 AW3783
 AW3783.The geoid height was determined by GEOID03.
 AW3783
 AW3783;                    North         East    Units  Estimated Accuracy
 AW3783;SPC TXSC     - 4,214,170.      967,350.      MT  (+/- 180 meters Scaled)
 AW3783
 AW3783                          SUPERSEDED SURVEY CONTROL
 AW3783
 AW3783  NGVD 29 (??/??/92)    7.719  (m)           25.32   (f) ADJ UNCH    1 2
 AW3783
 AW3783.Superseded values are not recommended for survey control.
 AW3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3783.See file dsdata.txt to determine how the superseded data were derived.
 AW3783
 AW3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN869888(NAD 83)
 AW3783_MARKER: DB = BENCH MARK DISK
 AW3783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3783_SP_SET: CULVERT
 AW3783_STAMPING: X 1146 1959
 AW3783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3783
 AW3783  HISTORY     - Date     Condition        Report By
 AW3783  HISTORY     - 1959     MONUMENTED       CGS
 AW3783  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3783  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3783  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3783  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3783  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW3783  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3783
 AW3783                          STATION DESCRIPTION
 AW3783
 AW3783'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3783'2.1 MI E FROM PASADENA.
 AW3783'ABOUT 1.1 MILE SOUTHWEST ALONG NORTH RICHEY STREET FROM THE SOUTH END
 AW3783'OF THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 1.0 MILE EAST ALONG
 AW3783'STATE HIGHWAY 225, ABOUT 0.1 MILE WEST OF THE JUNCTION WITH SOUTH
 AW3783'TATAR STREET, AT A LARGE DOUBLE CHANNEL CULVERT OVER LITTLE VINCE
 AW3783'BAYOU, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 AW3783'THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF THE CULVERT, AND ABOUT
 AW3783'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AW3783
 AW3783                          STATION RECOVERY (1973)
 AW3783
 AW3783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3783'MARK NOT FOUND.
 AW3783
 AW3783                          STATION RECOVERY (1989)
 AW3783
 AW3783'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW3783'MARK NOT FOUND.
 AW3783
 AW3783                          STATION RECOVERY (1990)
 AW3783
 AW3783'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW3783'MARK NOT FOUND.
 AW3783
 AW3783                          STATION RECOVERY (1990)
 AW3783
 AW3783'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW3783'MARK NOT FOUND.
 AW3783
 AW3783                          STATION RECOVERY (1998)
 AW3783
 AW3783'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3783'MARK NOT FOUND.
 AW3783
 AW3783                          STATION RECOVERY (2004)
 AW3783
 AW3783'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3785 ***********************************************************************
 AW3785  DESIGNATION -  X 1147
 AW3785  PID         -  AW3785
 AW3785  STATE/COUNTY-  TX/HARRIS
 AW3785  USGS QUAD   -  PASADENA (1995)
 AW3785
 AW3785                         *CURRENT SURVEY CONTROL
 AW3785  ___________________________________________________________________
 AW3785* NAD 83(1986)-  29 42 47.     (N)    095 10 55.     (W)     SCALED    
 AW3785* NAVD 88     -         9.46   (+/-2cm)      31.0    (feet)  VERTCON   
 AW3785  ___________________________________________________________________
 AW3785  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW3785
 AW3785  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3785
 AW3785.The horizontal coordinates were scaled from a topographic map and have
 AW3785.an estimated accuracy of +/- 6 seconds.
 AW3785
 AW3785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3785.The vertical order pertains to the NGVD 29 superseded value.
 AW3785
 AW3785.The geoid height was determined by GEOID03.
 AW3785
 AW3785;                    North         East    Units  Estimated Accuracy
 AW3785;SPC TXSC     - 4,214,350.      969,340.      MT  (+/- 180 meters Scaled)
 AW3785
 AW3785                          SUPERSEDED SURVEY CONTROL
 AW3785
 AW3785  NGVD 29 (??/??/92)    9.459  (m)           31.03   (f) ADJ UNCH    1 2
 AW3785
 AW3785.Superseded values are not recommended for survey control.
 AW3785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3785.See file dsdata.txt to determine how the superseded data were derived.
 AW3785
 AW3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN889889(NAD 83)
 AW3785_MARKER: DB = BENCH MARK DISK
 AW3785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3785_SP_SET: BRIDGE
 AW3785_STAMPING: X 1147 1959
 AW3785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3785
 AW3785  HISTORY     - Date     Condition        Report By
 AW3785  HISTORY     - 1959     MONUMENTED       CGS
 AW3785  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3785  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3785  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3785  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW3785  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3785
 AW3785                          STATION DESCRIPTION
 AW3785
 AW3785'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3785'3.35 MI E FROM PASADENA.
 AW3785'ABOUT 1.1 MILES SOUTHWEST ALONG NORTH RICHEY STREET FROM THE SOUTH END
 AW3785'OF THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 2.25 MILES EAST ALONG
 AW3785'STATE HIGHWAY 225, AT THE JUNCTION WITH A PAVED ROAD LEADING NORTH,
 AW3785'110 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 49 FEET EAST OF THE
 AW3785'CENTER LINE OF THE ROAD, 9 FEET SOUTH OF A TELEPHONE POLE, 5 1/2 FEET
 AW3785'NORTH OF A CONCRETE FOOT BRIDGE OVER A DITCH, AND IN THE TOP OF A
 AW3785'SQUARE CONCRETE HIGHWAY MARKER PROJECTING 1 FOOT.
 AW3785
 AW3785                          STATION RECOVERY (1973)
 AW3785
 AW3785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3785'MARK NOT FOUND.
 AW3785
 AW3785                          STATION RECOVERY (1989)
 AW3785
 AW3785'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW3785'MARK NOT FOUND.
 AW3785
 AW3785                          STATION RECOVERY (1990)
 AW3785
 AW3785'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW3785'MARK NOT FOUND.
 AW3785
 AW3785                          STATION RECOVERY (1998)
 AW3785
 AW3785'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3785'MARK NOT FOUND.
 AW3785
 AW3785                          STATION RECOVERY (2004)
 AW3785
 AW3785'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0130 ***********************************************************************
 AW0130  DESIGNATION -  X 1148
 AW0130  PID         -  AW0130
 AW0130  STATE/COUNTY-  TX/WALLER
 AW0130  USGS QUAD   -  KATY (1980)
 AW0130
 AW0130                         *CURRENT SURVEY CONTROL
 AW0130  ___________________________________________________________________
 AW0130* NAD 83(1986)-  29 47 10.     (N)    095 52 05.     (W)     SCALED    
 AW0130* NAVD 88     -        46.501  (meters)     152.56   (feet)  ADJUSTED  
 AW0130  ___________________________________________________________________
 AW0130  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW0130  DYNAMIC HT  -          46.437 (meters)     152.35  (feet)  COMP
 AW0130  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AW0130  OBS GRAVITY -     979,273.9   (mgal)                       GRAV_OBS
 AW0130
 AW0130  VERT ORDER  -  FIRST     CLASS I
 AW0130
 AW0130.The horizontal coordinates were scaled from a topographic map and have
 AW0130.an estimated accuracy of +/- 6 seconds.
 AW0130
 AW0130.The orthometric height was determined by differential leveling
 AW0130.and adjusted by the National Geodetic Survey in June 1991..
 AW0130
 AW0130.The geoid height was determined by GEOID03.
 AW0130
 AW0130.The dynamic height is computed by dividing the NAVD 88
 AW0130.geopotential number by the normal gravity value computed on the
 AW0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0130.degrees latitude (g = 980.6199 gals.).
 AW0130
 AW0130.The modeled gravity was interpolated from observed gravity values.
 AW0130.The observed gravity was obtained from relative gravimeter ties
 AW0130.to the IGSN71 gravity network.
 AW0130
 AW0130;                    North         East    Units  Estimated Accuracy
 AW0130;SPC TXSC     - 4,220,480.      902,770.      MT  (+/- 180 meters Scaled)
 AW0130
 AW0130                          SUPERSEDED SURVEY CONTROL
 AW0130
 AW0130  NGVD 29 (12/23/87)   46.488  (m)          152.52   (f) ADJUSTED    1 1
 AW0130
 AW0130.Superseded values are not recommended for survey control.
 AW0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0130.See file dsdata.txt to determine how the superseded data were derived.
 AW0130
 AW0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN227985(NAD 83)
 AW0130_MARKER: DB = BENCH MARK DISK
 AW0130_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0130_SP_SET: CULVERT HEADWALL
 AW0130_STAMPING: X 1148 1959
 AW0130_MARK LOGO: CGS   
 AW0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0130+STABILITY: SURFACE MOTION
 AW0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0130+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 AW0130
 AW0130  HISTORY     - Date     Condition        Report By
 AW0130  HISTORY     - 1959     MONUMENTED       CGS
 AW0130  HISTORY     - 1973     GOOD             NGS
 AW0130  HISTORY     - 1976     GOOD             NGS
 AW0130  HISTORY     - 1978     GOOD             NGS
 AW0130  HISTORY     - 1986     GOOD             NGS
 AW0130  HISTORY     - 1990     POOR             USPSQD
 AW0130  HISTORY     - 20041012 GOOD             USPSQD
 AW0130
 AW0130                          STATION DESCRIPTION
 AW0130
 AW0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0130'2.75 MI W FROM KATY.
 AW0130'ABOUT 2.75 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0130'THE STATION AT KATY, ABOUT 122.2 FEET WEST OF MILE POST 1053, 261 FEET
 AW0130'WEST OF THE WEST END OF A LARGE METAL SIGNAL BOX, 10 FEET NORTH OF THE
 AW0130'NORTH RAIL, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A
 AW0130'24-INCH PIPE CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 AW0130
 AW0130                          STATION RECOVERY (1976)
 AW0130
 AW0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0130'RECOVERED IN GOOD CONDITION.
 AW0130
 AW0130                          STATION RECOVERY (1978)
 AW0130
 AW0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0130'RECOVERED IN GOOD CONDITION.
 AW0130
 AW0130                          STATION RECOVERY (1986)
 AW0130
 AW0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0130'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0130'ADD--4.4 KM (2.75 MI) WEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF
 AW0130'PIN OAK ROAD IN KATY.
 AW0130
 AW0130                          STATION RECOVERY (1990)
 AW0130
 AW0130'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0130'MARK RECOVERED IN POOR CONDITION.
 AW0130
 AW0130                          STATION RECOVERY (2004)
 AW0130
 AW0130'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0130'BLADE SCRATCHES ACROSS THE FACE BUT STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1259 ***********************************************************************
 BL1259  DESIGNATION -  X 1149
 BL1259  PID         -  BL1259
 BL1259  STATE/COUNTY-  TX/MONTGOMERY
 BL1259  USGS QUAD   -  CONROE (1976)
 BL1259
 BL1259                         *CURRENT SURVEY CONTROL
 BL1259  ___________________________________________________________________
 BL1259* NAD 83(1986)-  30 19 19.     (N)    095 27 19.     (W)     SCALED    
 BL1259* NAVD 88     -        65.310  (meters)     214.27   (feet)  ADJUSTED  
 BL1259  ___________________________________________________________________
 BL1259  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1259  DYNAMIC HT  -          65.223 (meters)     213.99  (feet)  COMP
 BL1259  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 BL1259
 BL1259  VERT ORDER  -  FIRST     CLASS I
 BL1259
 BL1259.The horizontal coordinates were scaled from a topographic map and have
 BL1259.an estimated accuracy of +/- 6 seconds.
 BL1259
 BL1259.The orthometric height was determined by differential leveling
 BL1259.and adjusted by the National Geodetic Survey in June 1991..
 BL1259
 BL1259.The geoid height was determined by GEOID03.
 BL1259
 BL1259.The dynamic height is computed by dividing the NAVD 88
 BL1259.geopotential number by the normal gravity value computed on the
 BL1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1259.degrees latitude (g = 980.6199 gals.).
 BL1259
 BL1259.The modeled gravity was interpolated from observed gravity values.
 BL1259
 BL1259;                    North         East    Units  Estimated Accuracy
 BL1259;SPC TX C     - 3,082,930.    1,168,970.      MT  (+/- 180 meters Scaled)
 BL1259
 BL1259                          SUPERSEDED SURVEY CONTROL
 BL1259
 BL1259  NGVD 29 (12/23/87)   65.313  (m)          214.28   (f) ADJUSTED    1 1
 BL1259
 BL1259.Superseded values are not recommended for survey control.
 BL1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1259.See file dsdata.txt to determine how the superseded data were derived.
 BL1259
 BL1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP639570(NAD 83)
 BL1259_MARKER: DB = BENCH MARK DISK
 BL1259_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BL1259+WITH SETTING: PAVEMENT
 BL1259_SP_SET: WATER TANK FOUNDATION
 BL1259_STAMPING: X 1149 1959
 BL1259_MARK LOGO: CGS   
 BL1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1259+STABILITY: SURFACE MOTION
 BL1259
 BL1259  HISTORY     - Date     Condition        Report By
 BL1259  HISTORY     - 1959     MONUMENTED       CGS
 BL1259  HISTORY     - 1973     GOOD             NGS
 BL1259  HISTORY     - 1978     GOOD             NGS
 BL1259  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1259  HISTORY     - 1987     GOOD             NGS
 BL1259  HISTORY     - 19900120 MARK NOT FOUND   USPSQD
 BL1259
 BL1259                          STATION DESCRIPTION
 BL1259
 BL1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1259'0.85 MI N FROM CONROE.
 BL1259'ABOUT 0.85 MILE NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1259'AT CONROE, SET IN THE TOP SOUTHWEST CONCRETE FOUNDATION TO THE MOST
 BL1259'SOUTHERNLY ONE OF TWO WEST LEGS OF THE CONROE CITY WATER TANK, 125.9
 BL1259'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 117 FEET WEST OF THE
 BL1259'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE WATER PUMP FOR THE
 BL1259'TANK, 75.9 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRICK CONTROL
 BL1259'BUILDING FOR THE WATER TANK, 57.2 FEET EAST OF THE CENTER LINE OF
 BL1259'NORTH SECOND ST., 1/2-FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 BL1259'FOUNDATION OF THE MOST SOUTHWEST LEG, AND ABOUT 1/2-FOOT BELOW THE
 BL1259'LEVEL OF THE ROAD.
 BL1259
 BL1259                          STATION RECOVERY (1978)
 BL1259
 BL1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1259'RECOVERED IN GOOD CONDITION.
 BL1259
 BL1259                          STATION RECOVERY (1987)
 BL1259
 BL1259'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL1259'MARK NOT FOUND.
 BL1259
 BL1259                          STATION RECOVERY (1987)
 BL1259
 BL1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1259'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.4 KM (0.85
 BL1259'MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1259'WITH AVENUE A IN CONROE.
 BL1259
 BL1259                          STATION RECOVERY (1990)
 BL1259
 BL1259'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2192 ***********************************************************************
 CS2192  DESIGNATION -  X 115
 CS2192  PID         -  CS2192
 CS2192  STATE/COUNTY-  TX/SOMERVELL
 CS2192  USGS QUAD   -  GLEN ROSE WEST (1979)
 CS2192
 CS2192                         *CURRENT SURVEY CONTROL
 CS2192  ___________________________________________________________________
 CS2192* NAD 83(1986)-  32 14 07.     (N)    097 45 20.     (W)     SCALED    
 CS2192* NAVD 88     -       191.010  (meters)     626.67   (feet)  ADJUSTED  
 CS2192  ___________________________________________________________________
 CS2192  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS2192  DYNAMIC HT  -         190.777 (meters)     625.91  (feet)  COMP
 CS2192  MODELED GRAV-     979,413.3   (mgal)                       NAVD 88
 CS2192
 CS2192  VERT ORDER  -  SECOND    CLASS 0
 CS2192
 CS2192.The horizontal coordinates were scaled from a topographic map and have
 CS2192.an estimated accuracy of +/- 6 seconds.
 CS2192
 CS2192.The orthometric height was determined by differential leveling
 CS2192.and adjusted by the National Geodetic Survey in June 1991..
 CS2192
 CS2192.The geoid height was determined by GEOID03.
 CS2192
 CS2192.The dynamic height is computed by dividing the NAVD 88
 CS2192.geopotential number by the normal gravity value computed on the
 CS2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2192.degrees latitude (g = 980.6199 gals.).
 CS2192
 CS2192.The modeled gravity was interpolated from observed gravity values.
 CS2192
 CS2192;                    North         East    Units  Estimated Accuracy
 CS2192;SPC TXNC     - 2,063,300.      670,160.      MT  (+/- 180 meters Scaled)
 CS2192
 CS2192                          SUPERSEDED SURVEY CONTROL
 CS2192
 CS2192  NGVD 29 (??/??/92)  190.978  (m)          626.57   (f) ADJ UNCH    2 0
 CS2192
 CS2192.Superseded values are not recommended for survey control.
 CS2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2192.See file dsdata.txt to determine how the superseded data were derived.
 CS2192
 CS2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA172671(NAD 83)
 CS2192_MARKER: DB = BENCH MARK DISK
 CS2192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2192_SP_SET: BUILDING
 CS2192_STAMPING: X 115 1933 626.567
 CS2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2192+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 CS2192
 CS2192  HISTORY     - Date     Condition        Report By
 CS2192  HISTORY     - 1933     MONUMENTED       CGS
 CS2192  HISTORY     - 1952     GOOD             NGS
 CS2192  HISTORY     - 19990828 GOOD             USPSQD
 CS2192  HISTORY     - 20021103 GOOD             GEOCAC
 CS2192  HISTORY     - 20041023 GOOD             USPSQD
 CS2192  HISTORY     - 20060408 GOOD             JCLS
 CS2192  HISTORY     - 20060413 GOOD             TXDOT
 CS2192
 CS2192                          STATION DESCRIPTION
 CS2192
 CS2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2192'IN GLEN ROSE.
 CS2192'AT GLEN ROSE, SOMERVELL COUNTY, AT THE COUNTY COURTHOUSE, ON THE SOUTH
 CS2192'SIDE OF THE EAST ENTRANCE, AND 4 STONES ABOVE THE SIDEWALK.  A
 CS2192'STANDARD DISK STAMPED X 115 1933 626.567 AND SET VERTICALLY.
 CS2192
 CS2192                          STATION RECOVERY (1999)
 CS2192
 CS2192'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2192'RECOVERED IN GOOD CONDITION.
 CS2192
 CS2192                          STATION RECOVERY (2002)
 CS2192
 CS2192'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2192'RECOVERED IN GOOD CONDITION.
 CS2192
 CS2192                          STATION RECOVERY (2004)
 CS2192
 CS2192'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS2192'RECOVERED IN GOOD CONDITION.
 CS2192
 CS2192                          STATION RECOVERY (2006)
 CS2192
 CS2192'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 CS2192'RECOVERED IN GOOD CONDITION.
 CS2192
 CS2192                          STATION RECOVERY (2006)
 CS2192
 CS2192'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2006 (JV)
 CS2192'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION FORT WORTH TX DIST
 CS2192'02 2006
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2302 ***********************************************************************
 AW2302  DESIGNATION -  X 1150
 AW2302  PID         -  AW2302
 AW2302  STATE/COUNTY-  TX/HARRIS
 AW2302  USGS QUAD   -  BELLAIRE (1995)
 AW2302
 AW2302                         *CURRENT SURVEY CONTROL
 AW2302  ___________________________________________________________________
 AW2302* NAD 83(1986)-  29 39 55.     (N)    095 24 54.     (W)     SCALED    
 AW2302* NAVD 88     -        16.791  (meters)      55.09   (feet)  ADJUSTED  
 AW2302  ___________________________________________________________________
 AW2302  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW2302  DYNAMIC HT  -          16.768 (meters)      55.01  (feet)  COMP
 AW2302  MODELED GRAV-     979,277.6   (mgal)                       NAVD 88
 AW2302  OBS GRAVITY -     979,278.8   (mgal)                       GRAV_OBS
 AW2302
 AW2302  VERT ORDER  -  FIRST     CLASS II
 AW2302
 AW2302.The horizontal coordinates were scaled from a topographic map and have
 AW2302.an estimated accuracy of +/- 6 seconds.
 AW2302
 AW2302.The orthometric height was determined by differential leveling
 AW2302.and adjusted by the National Geodetic Survey in June 1991..
 AW2302
 AW2302.The geoid height was determined by GEOID03.
 AW2302
 AW2302.The dynamic height is computed by dividing the NAVD 88
 AW2302.geopotential number by the normal gravity value computed on the
 AW2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2302.degrees latitude (g = 980.6199 gals.).
 AW2302
 AW2302.The modeled gravity was interpolated from observed gravity values.
 AW2302.The observed gravity was obtained from relative gravimeter ties
 AW2302.to the IGSN71 gravity network.
 AW2302
 AW2302;                    North         East    Units  Estimated Accuracy
 AW2302;SPC TXSC     - 4,208,350.      946,960.      MT  (+/- 180 meters Scaled)
 AW2302
 AW2302                          SUPERSEDED SURVEY CONTROL
 AW2302
 AW2302  NGVD 29 (12/23/87)   16.787  (m)           55.08   (f) ADJUSTED    1 2
 AW2302
 AW2302.Superseded values are not recommended for survey control.
 AW2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2302.See file dsdata.txt to determine how the superseded data were derived.
 AW2302
 AW2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN662841(NAD 83)
 AW2302_MARKER: DB = BENCH MARK DISK
 AW2302_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW2302+WITH SETTING: PAVEMENT
 AW2302_SP_SET: OIL WELL FOUNDATION
 AW2302_STAMPING: X 1150 1959
 AW2302_MARK LOGO: CGS   
 AW2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2302+STABILITY: SURFACE MOTION
 AW2302
 AW2302  HISTORY     - Date     Condition        Report By
 AW2302  HISTORY     - 1959     MONUMENTED       CGS
 AW2302  HISTORY     - 1973     GOOD             NGS
 AW2302  HISTORY     - 1978     GOOD             NGS
 AW2302  HISTORY     - 1986     GOOD             NGS
 AW2302  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2302  HISTORY     - 1987     GOOD             USPSQD
 AW2302  HISTORY     - 19931106 GOOD             USPSQD
 AW2302  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW2302
 AW2302                          STATION DESCRIPTION
 AW2302
 AW2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2302'4.75 MI SW FROM HOUSTON.
 AW2302'4.75 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2302'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, 0.1 MILE SOUTHWEST OF
 AW2302'THE CROSSING OF KIRBY DRIVE, 1 1/2 POLES SOUTHWEST OF THE CROSSING OF
 AW2302'A STEEL TOWER POWER TRANSMISSION LINE, IN THE TOP AND 2.6 FEET
 AW2302'SOUTHWEST OF THE NORTHEAST END OF A 3- BY 17-FOOT CONCRETE FOUNDATION
 AW2302'OF A FORMER OIL WELL MOTOR MOUNT, 25.5 FEET SOUTHEAST OF THE SOUTHEAST
 AW2302'RAIL OF THE MAIN TRACK, 44 FEET NORTHWEST OF THE CENTER LINE OF HOLMES
 AW2302'ROAD, 19 1/2 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 1/2 FOOT LOWER
 AW2302'THAN THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW2302
 AW2302                          STATION RECOVERY (1978)
 AW2302
 AW2302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2302'RECOVERED IN GOOD CONDITION.
 AW2302
 AW2302                          STATION RECOVERY (1986)
 AW2302
 AW2302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2302'RECOVERED IN GOOD CONDITION.
 AW2302
 AW2302                          STATION RECOVERY (1987)
 AW2302
 AW2302'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2302'MARK NOT FOUND.
 AW2302
 AW2302                          STATION RECOVERY (1987)
 AW2302
 AW2302'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2302'RECOVERED IN GOOD CONDITION.
 AW2302
 AW2302                          STATION RECOVERY (1993)
 AW2302
 AW2302'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2302'RECOVERED IN GOOD CONDITION.
 AW2302
 AW2302                          STATION RECOVERY (2004)
 AW2302
 AW2302'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0743 ***********************************************************************
 CT0743  DESIGNATION -  X 1152
 CT0743  PID         -  CT0743
 CT0743  STATE/COUNTY-  TX/JONES
 CT0743  USGS QUAD   -  FUNSTON (1965)
 CT0743
 CT0743                         *CURRENT SURVEY CONTROL
 CT0743  ___________________________________________________________________
 CT0743* NAD 83(1986)-  32 51 47.     (N)    099 52 09.     (W)     SCALED    
 CT0743* NAVD 88     -       494.234  (meters)    1621.50   (feet)  ADJUSTED  
 CT0743  ___________________________________________________________________
 CT0743  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CT0743  DYNAMIC HT  -         493.600 (meters)    1619.42  (feet)  COMP
 CT0743  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 CT0743
 CT0743  VERT ORDER  -  SECOND    CLASS 0
 CT0743
 CT0743.The horizontal coordinates were scaled from a topographic map and have
 CT0743.an estimated accuracy of +/- 6 seconds.
 CT0743
 CT0743.The orthometric height was determined by differential leveling
 CT0743.and adjusted by the National Geodetic Survey in June 1991..
 CT0743
 CT0743.The geoid height was determined by GEOID03.
 CT0743
 CT0743.The dynamic height is computed by dividing the NAVD 88
 CT0743.geopotential number by the normal gravity value computed on the
 CT0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0743.degrees latitude (g = 980.6199 gals.).
 CT0743
 CT0743.The modeled gravity was interpolated from observed gravity values.
 CT0743
 CT0743;                    North         East    Units  Estimated Accuracy
 CT0743;SPC TXNC     - 2,133,500.      471,870.      MT  (+/- 180 meters Scaled)
 CT0743
 CT0743                          SUPERSEDED SURVEY CONTROL
 CT0743
 CT0743  NGVD 29 (??/??/92)  494.042  (m)         1620.87   (f) ADJ UNCH    2 0
 CT0743
 CT0743.Superseded values are not recommended for survey control.
 CT0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0743.See file dsdata.txt to determine how the superseded data were derived.
 CT0743
 CT0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB186364(NAD 83)
 CT0743_MARKER: DB = BENCH MARK DISK
 CT0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0743_STAMPING: X 1152 1961
 CT0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0743+STABILITY: SURFACE MOTION
 CT0743
 CT0743  HISTORY     - Date     Condition        Report By
 CT0743  HISTORY     - 1961     MONUMENTED       CGS
 CT0743
 CT0743                          STATION DESCRIPTION
 CT0743
 CT0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0743'7.0 MI SW FROM STAMFORD.
 CT0743'5.0 MILES SOUTHWEST ALONG THE WICHITA VALLEY RAILROAD FROM THE
 CT0743'RAILROAD STATION AT STAMFORD, THENCE 1.6 MILES WEST ALONG FARM ROAD
 CT0743'1636, THENCE 0.4 MILES SOUTH ALONG U.S. HIGHWAY 277, 116 FEET
 CT0743'NORTHWEST OF THE CENTER OF A T-INTERSECTION, 100 FEET WEST OF THE
 CT0743'CENTER LINE OF U.S. HIGHWAY 277, 48 FEET NORTH OF THE CENTER LINE OF
 CT0743'FARM ROAD 1636, 19 FEET EAST OF A POWER POLE WITH ONE GUYWIRE AND A
 CT0743'TRANSFORMER, 3.8 FEET NORTH OF A CONCRETE R.O.W. POST, 1.8 FEET SOUTH
 CT0743'OF A FENCE, LEVEL WITH THE ROAD, 3 FEET SOUTH OF A METAL WITNESS POST
 CT0743'WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE
 CT0743'GROUND AND PROJECTING 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0742 ***********************************************************************
 CT0742  DESIGNATION -  X 1152 RESET 1965
 CT0742  PID         -  CT0742
 CT0742  STATE/COUNTY-  TX/JONES
 CT0742  USGS QUAD   -  FUNSTON (1965)
 CT0742
 CT0742                         *CURRENT SURVEY CONTROL
 CT0742  ___________________________________________________________________
 CT0742* NAD 83(1986)-  32 51 46.     (N)    099 52 09.     (W)     SCALED    
 CT0742* NAVD 88     -       495.17   (+/-2cm)    1624.6    (feet)  VERTCON   
 CT0742  ___________________________________________________________________
 CT0742  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CT0742
 CT0742  VERT ORDER  -  THIRD (See Below)
 CT0742
 CT0742.The horizontal coordinates were scaled from a topographic map and have
 CT0742.an estimated accuracy of +/- 6 seconds.
 CT0742
 CT0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0742.The vertical order pertains to the NGVD 29 superseded value.
 CT0742
 CT0742.The geoid height was determined by GEOID03.
 CT0742
 CT0742;                    North         East    Units  Estimated Accuracy
 CT0742;SPC TXNC     - 2,133,470.      471,870.      MT  (+/- 180 meters Scaled)
 CT0742
 CT0742                          SUPERSEDED SURVEY CONTROL
 CT0742
 CT0742  NGVD 29 (01/29/03)  494.98   (m)         1623.9    (f) RESET       3  
 CT0742
 CT0742.Superseded values are not recommended for survey control.
 CT0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0742.See file dsdata.txt to determine how the superseded data were derived.
 CT0742
 CT0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB186364(NAD 83)
 CT0742_MARKER: DB = BENCH MARK DISK
 CT0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0742_SP_SET: CULVERT
 CT0742_STAMPING: X 1152 RESET 1965
 CT0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0742
 CT0742  HISTORY     - Date     Condition        Report By
 CT0742  HISTORY     - 1965     MONUMENTED       TXHD
 CT0742  HISTORY     - 1966     GOOD             TXHD
 CT0742
 CT0742                          STATION DESCRIPTION
 CT0742
 CT0742'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1966
 CT0742'7.05 MI SW FROM STAMFORD.
 CT0742'ABOUT 5 MILES SOUTHWEST ALONG THE WICHITA VALLEY RAILROAD FROM THE
 CT0742'STATION AT STAMFORD, THENCE 1.6 MILES WEST ALONG FARM ROAD 1636,
 CT0742'THENCE 0.45 MILE SOUTH ALONG EAST LANE OF U.S. HIGHWAY 277.  THE DISK
 CT0742'IS SET IN THE TOP OF THE CENTER OF THE WEST CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0229 ***********************************************************************
 CU0229  DESIGNATION -  X 1157
 CU0229  PID         -  CU0229
 CU0229  STATE/COUNTY-  TX/TAYLOR
 CU0229  USGS QUAD   -  NOLAN (1984)
 CU0229
 CU0229                         *CURRENT SURVEY CONTROL
 CU0229  ___________________________________________________________________
 CU0229* NAD 83(1986)-  32 18 57.     (N)    100 08 08.     (W)     SCALED    
 CU0229* NAVD 88     -       697.224  (meters)    2287.48   (feet)  ADJUSTED  
 CU0229  ___________________________________________________________________
 CU0229  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CU0229  DYNAMIC HT  -         696.293 (meters)    2284.42  (feet)  COMP
 CU0229  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 CU0229
 CU0229  VERT ORDER  -  SECOND    CLASS 0
 CU0229
 CU0229.The horizontal coordinates were scaled from a topographic map and have
 CU0229.an estimated accuracy of +/- 6 seconds.
 CU0229
 CU0229.The orthometric height was determined by differential leveling
 CU0229.and adjusted by the National Geodetic Survey in June 1991..
 CU0229
 CU0229.The geoid height was determined by GEOID03.
 CU0229
 CU0229.The dynamic height is computed by dividing the NAVD 88
 CU0229.geopotential number by the normal gravity value computed on the
 CU0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0229.degrees latitude (g = 980.6199 gals.).
 CU0229
 CU0229.The modeled gravity was interpolated from observed gravity values.
 CU0229
 CU0229;                    North         East    Units  Estimated Accuracy
 CU0229;SPC TXNC     - 2,073,190.      446,000.      MT  (+/- 180 meters Scaled)
 CU0229
 CU0229                          SUPERSEDED SURVEY CONTROL
 CU0229
 CU0229  NGVD 29 (??/??/92)  697.022  (m)         2286.81   (f) ADJ UNCH    2 0
 CU0229
 CU0229.Superseded values are not recommended for survey control.
 CU0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0229.See file dsdata.txt to determine how the superseded data were derived.
 CU0229
 CU0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA931760(NAD 83)
 CU0229_MARKER: DB = BENCH MARK DISK
 CU0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0229_STAMPING: Z 1157 1961
 CU0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0229+STABILITY: SURFACE MOTION
 CU0229
 CU0229  HISTORY     - Date     Condition        Report By
 CU0229  HISTORY     - 1961     MONUMENTED       CGS
 CU0229
 CU0229                          STATION DESCRIPTION
 CU0229
 CU0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0229'16.95 MI S FROM MERKEL.
 CU0229'16.95 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0229'51 FEET WEST OF THE CENTER LINE OF FARM ROAD 126, 2 FEET BELOW THE
 CU0229'LEVEL OF THE ROAD, 1 FOOT EAST OF A FENCE, 5 FEET NORTH OF A METAL
 CU0229'WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4
 CU0229'FEET IN THE GROUND AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0592 ***********************************************************************
 CT0592  DESIGNATION -  X 1158
 CT0592  PID         -  CT0592
 CT0592  STATE/COUNTY-  TX/CALLAHAN
 CT0592  USGS QUAD   -  EULA (1984)
 CT0592
 CT0592                         *CURRENT SURVEY CONTROL
 CT0592  ___________________________________________________________________
 CT0592* NAD 83(1986)-  32 16 51.     (N)    099 30 27.     (W)     SCALED    
 CT0592* NAVD 88     -       593.830  (meters)    1948.26   (feet)  POSTED    
 CT0592  ___________________________________________________________________
 CT0592  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CT0592  DYNAMIC HT  -         593.050 (meters)    1945.70  (feet)  COMP
 CT0592  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 CT0592
 CT0592  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0592
 CT0592.The horizontal coordinates were scaled from a topographic map and have
 CT0592.an estimated accuracy of +/- 6 seconds.
 CT0592
 CT0592.The orthometric height was determined by differential leveling
 CT0592.and adjusted by the National Geodetic Survey in 1992..
 CT0592.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0592.rate of 0.0 thru 1.0 mm/km.
 CT0592
 CT0592.The geoid height was determined by GEOID03.
 CT0592
 CT0592.The dynamic height is computed by dividing the NAVD 88
 CT0592.geopotential number by the normal gravity value computed on the
 CT0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0592.degrees latitude (g = 980.6199 gals.).
 CT0592
 CT0592.The modeled gravity was interpolated from observed gravity values.
 CT0592
 CT0592;                    North         East    Units  Estimated Accuracy
 CT0592;SPC TXNC     - 2,068,560.      505,100.      MT  (+/- 180 meters Scaled)
 CT0592
 CT0592                          SUPERSEDED SURVEY CONTROL
 CT0592
 CT0592  NGVD 29 (??/??/92)  593.664  (m)         1947.71   (f) ADJ UNCH    1 2
 CT0592
 CT0592.Superseded values are not recommended for survey control.
 CT0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0592.See file dsdata.txt to determine how the superseded data were derived.
 CT0592
 CT0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA522716(NAD 83)
 CT0592_MARKER: DB = BENCH MARK DISK
 CT0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0592_STAMPING: X 1158 1961
 CT0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0592+STABILITY: SURFACE MOTION
 CT0592
 CT0592  HISTORY     - Date     Condition        Report By
 CT0592  HISTORY     - 1961     MONUMENTED       CGS
 CT0592
 CT0592                          STATION DESCRIPTION
 CT0592
 CT0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0592'9.6 MI SW FROM CLYDE.
 CT0592'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0592'TO FARM ROAD 604, THENCE 9.4 MILES SOUTHWEST ALONG FARM ROAD 604, 73.6
 CT0592'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 56 FEET SOUTHEAST OF A
 CT0592'Y-INTERSECTION 6.10 FEET WEST OF A TELEPHONE POLE WITH ONE GUYWIRE,
 CT0592'0.9 FEET NORTH OF A FENCE, 2 FEET BELOW THE LEVEL OF THE ROAD, 3.4
 CT0592'FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH
 CT0592'ROUND CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 1 INCH ABOVE
 CT0592'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0577 ***********************************************************************
 CT0577  DESIGNATION -  X 1159
 CT0577  PID         -  CT0577
 CT0577  STATE/COUNTY-  TX/TAYLOR
 CT0577  USGS QUAD   -  ABILENE EAST (1987)
 CT0577
 CT0577                         *CURRENT SURVEY CONTROL
 CT0577  ___________________________________________________________________
 CT0577* NAD 83(1986)-  32 28 54.     (N)    099 37 50.     (W)     SCALED    
 CT0577* NAVD 88     -       542.437  (meters)    1779.65   (feet)  ADJUSTED  
 CT0577  ___________________________________________________________________
 CT0577  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CT0577  DYNAMIC HT  -         541.733 (meters)    1777.34  (feet)  COMP
 CT0577  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 CT0577
 CT0577  VERT ORDER  -  SECOND    CLASS 0
 CT0577
 CT0577.The horizontal coordinates were scaled from a topographic map and have
 CT0577.an estimated accuracy of +/- 6 seconds.
 CT0577
 CT0577.The orthometric height was determined by differential leveling
 CT0577.and adjusted by the National Geodetic Survey in June 1991..
 CT0577
 CT0577.The geoid height was determined by GEOID03.
 CT0577
 CT0577.The dynamic height is computed by dividing the NAVD 88
 CT0577.geopotential number by the normal gravity value computed on the
 CT0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0577.degrees latitude (g = 980.6199 gals.).
 CT0577
 CT0577.The modeled gravity was interpolated from observed gravity values.
 CT0577
 CT0577;                    North         East    Units  Estimated Accuracy
 CT0577;SPC TXNC     - 2,090,950.      493,740.      MT  (+/- 180 meters Scaled)
 CT0577
 CT0577                          SUPERSEDED SURVEY CONTROL
 CT0577
 CT0577  NGVD 29 (??/??/92)  542.296  (m)         1779.18   (f) ADJ UNCH    2 0
 CT0577
 CT0577.Superseded values are not recommended for survey control.
 CT0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0577.See file dsdata.txt to determine how the superseded data were derived.
 CT0577
 CT0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA407940(NAD 83)
 CT0577_MARKER: DB = BENCH MARK DISK
 CT0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0577_STAMPING: X 1159 1961
 CT0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0577+STABILITY: SURFACE MOTION
 CT0577
 CT0577  HISTORY     - Date     Condition        Report By
 CT0577  HISTORY     - 1961     MONUMENTED       CGS
 CT0577  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 CT0577  HISTORY     - 20011013 GOOD             USPSQD
 CT0577
 CT0577                          STATION DESCRIPTION
 CT0577
 CT0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0577'3.5 MI N FROM ELMDALE.
 CT0577'3.5 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL, 44 FEET
 CT0577'EAST OF THE CENTER OF A PAVED ROAD, 20 FEET NORTH OF THE CENTER OF A
 CT0577'DRIVEWAY INTO A HOUSE, 10.6 FEET NORTH OF A FENCE CORNER, 4.8 FEET
 CT0577'NORTH OF A METAL WITNESS POST WITH SIGN, 0.6 FEET WEST OF A FENCE, 1
 CT0577'FOOT HIGHER THAN THE ROAD, SET IN TOP OF A ROUND CONCRETE POST
 CT0577'PROJECTING 3 INCHES ABOVE GROUND.
 CT0577
 CT0577                          STATION RECOVERY (1994)
 CT0577
 CT0577'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0577'MARK NOT FOUND.
 CT0577
 CT0577                          STATION RECOVERY (2001)
 CT0577
 CT0577'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0025 ***********************************************************************
 CA0025  DESIGNATION -  X 116
 CA0025  PID         -  CA0025
 CA0025  STATE/COUNTY-  TX/HAMILTON
 CA0025  USGS QUAD   -  HICO (1979)
 CA0025
 CA0025                         *CURRENT SURVEY CONTROL
 CA0025  ___________________________________________________________________
 CA0025* NAD 83(1986)-  31 58 58.     (N)    098 01 49.     (W)     SCALED    
 CA0025* NAVD 88     -       311.400  (meters)    1021.65   (feet)  ADJUSTED  
 CA0025  ___________________________________________________________________
 CA0025  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CA0025  DYNAMIC HT  -         311.007 (meters)    1020.36  (feet)  COMP
 CA0025  MODELED GRAV-     979,371.3   (mgal)                       NAVD 88
 CA0025
 CA0025  VERT ORDER  -  SECOND    CLASS 0
 CA0025
 CA0025.The horizontal coordinates were scaled from a topographic map and have
 CA0025.an estimated accuracy of +/- 6 seconds.
 CA0025
 CA0025.The orthometric height was determined by differential leveling
 CA0025.and adjusted by the National Geodetic Survey in June 1991..
 CA0025
 CA0025.The geoid height was determined by GEOID03.
 CA0025
 CA0025.The dynamic height is computed by dividing the NAVD 88
 CA0025.geopotential number by the normal gravity value computed on the
 CA0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0025.degrees latitude (g = 980.6199 gals.).
 CA0025
 CA0025.The modeled gravity was interpolated from observed gravity values.
 CA0025
 CA0025;                    North         East    Units  Estimated Accuracy
 CA0025;SPC TX C     - 3,259,020.      917,650.      MT  (+/- 180 meters Scaled)
 CA0025
 CA0025                          SUPERSEDED SURVEY CONTROL
 CA0025
 CA0025  NGVD 29 (??/??/92)  311.335  (m)         1021.44   (f) ADJ UNCH    2 0
 CA0025
 CA0025.Superseded values are not recommended for survey control.
 CA0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0025.See file dsdata.txt to determine how the superseded data were derived.
 CA0025
 CA0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA916389(NAD 83)
 CA0025_MARKER: DB = BENCH MARK DISK
 CA0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0025_SP_SET: WALL
 CA0025_STAMPING: 1021.592 X 116 1933
 CA0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0025
 CA0025  HISTORY     - Date     Condition        Report By
 CA0025  HISTORY     - 1933     MONUMENTED       CGS
 CA0025  HISTORY     - 1935     GOOD             NGS
 CA0025  HISTORY     - 20060703 GOOD             GEOCAC
 CA0025
 CA0025                          STATION DESCRIPTION
 CA0025
 CA0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0025'IN HICO.
 CA0025'AT HICO, HAMILTON COUNTY, ON MAIN STREET, AT THE J. C. RODGERS
 CA0025'BUILDING, AT THE SOUTHEAST CORNER OF THE POST OFFICE, IN THE EAST
 CA0025'STONE WALL, AND 5 STONES ABOVE THE WALK AND SET VERTICALLY.
 CA0025
 CA0025                          STATION RECOVERY (1935)
 CA0025
 CA0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0025'RECOVERED IN GOOD CONDITION.
 CA0025
 CA0025                          STATION RECOVERY (2006)
 CA0025
 CA0025'RECOVERY NOTE BY GEOCACHING 2006 (WSP)
 CA0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0763 ***********************************************************************
 CT0763  DESIGNATION -  X 1160
 CT0763  PID         -  CT0763
 CT0763  STATE/COUNTY-  TX/TAYLOR
 CT0763  USGS QUAD   -  HAMBY (1987)
 CT0763
 CT0763                         *CURRENT SURVEY CONTROL
 CT0763  ___________________________________________________________________
 CT0763* NAD 83(1986)-  32 31 05.     (N)    099 39 23.     (W)     SCALED    
 CT0763* NAVD 88     -       525.995  (meters)    1725.70   (feet)  ADJUSTED  
 CT0763  ___________________________________________________________________
 CT0763  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CT0763  DYNAMIC HT  -         525.316 (meters)    1723.47  (feet)  COMP
 CT0763  MODELED GRAV-     979,330.8   (mgal)                       NAVD 88
 CT0763
 CT0763  VERT ORDER  -  SECOND    CLASS 0
 CT0763
 CT0763.The horizontal coordinates were scaled from a topographic map and have
 CT0763.an estimated accuracy of +/- 6 seconds.
 CT0763
 CT0763.The orthometric height was determined by differential leveling
 CT0763.and adjusted by the National Geodetic Survey in June 1991..
 CT0763
 CT0763.The geoid height was determined by GEOID03.
 CT0763
 CT0763.The dynamic height is computed by dividing the NAVD 88
 CT0763.geopotential number by the normal gravity value computed on the
 CT0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0763.degrees latitude (g = 980.6199 gals.).
 CT0763
 CT0763.The modeled gravity was interpolated from observed gravity values.
 CT0763
 CT0763;                    North         East    Units  Estimated Accuracy
 CT0763;SPC TXNC     - 2,095,010.      491,360.      MT  (+/- 180 meters Scaled)
 CT0763
 CT0763                          SUPERSEDED SURVEY CONTROL
 CT0763
 CT0763  NGVD 29 (??/??/92)  525.858  (m)         1725.25   (f) ADJ UNCH    2 0
 CT0763
 CT0763.Superseded values are not recommended for survey control.
 CT0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0763.See file dsdata.txt to determine how the superseded data were derived.
 CT0763
 CT0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA383980(NAD 83)
 CT0763_MARKER: DB = BENCH MARK DISK
 CT0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0763_STAMPING: X 1160 1961
 CT0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0763+STABILITY: SURFACE MOTION
 CT0763
 CT0763  HISTORY     - Date     Condition        Report By
 CT0763  HISTORY     - 1961     MONUMENTED       CGS
 CT0763  HISTORY     - 20011013 GOOD             USPSQD
 CT0763
 CT0763                          STATION DESCRIPTION
 CT0763
 CT0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0763'7.8 MI NW FROM ELMDALE.
 CT0763'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0763'1.45 MILES WEST ALONG A PAVED ROAD, 69 FEET SOUTH OF A GRAVEL ROAD, 41
 CT0763'FEET WEST OF THE CENTER OF FARM ROAD 1082, 30.8 FEET SOUTH OF THE
 CT0763'CENTER OF A TRACK ROAD LEADING INTO A FIELD, 4 FEET SOUTH OF A METAL
 CT0763'WITNESS POST WITH SIGN, 1 FOOT EAST OF A FENCE, 1 FOOT BELOW THE LEVEL
 CT0763'OF THE ROAD, SET IN TOP OF A ROUND CONCRETE POSTPOST PROJECTING 2
 CT0763'INCHES ABOVE GROUND.
 CT0763
 CT0763                          STATION RECOVERY (2001)
 CT0763
 CT0763'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0416 ***********************************************************************
 CR0416  DESIGNATION -  X 1161
 CR0416  PID         -  CR0416
 CR0416  STATE/COUNTY-  TX/SMITH
 CR0416  USGS QUAD   -  TYLER SOUTH (1973)
 CR0416
 CR0416                         *CURRENT SURVEY CONTROL
 CR0416  ___________________________________________________________________
 CR0416* NAD 83(1986)-  32 19 33.     (N)    095 19 13.     (W)     SCALED    
 CR0416* NAVD 88     -       181.475  (meters)     595.39   (feet)  ADJUSTED  
 CR0416  ___________________________________________________________________
 CR0416  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0416  DYNAMIC HT  -         181.261 (meters)     594.69  (feet)  COMP
 CR0416  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 CR0416
 CR0416  VERT ORDER  -  FIRST     CLASS II
 CR0416
 CR0416.The horizontal coordinates were scaled from a topographic map and have
 CR0416.an estimated accuracy of +/- 6 seconds.
 CR0416
 CR0416.The orthometric height was determined by differential leveling
 CR0416.and adjusted by the National Geodetic Survey in June 1991..
 CR0416
 CR0416.The geoid height was determined by GEOID03.
 CR0416
 CR0416.The dynamic height is computed by dividing the NAVD 88
 CR0416.geopotential number by the normal gravity value computed on the
 CR0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0416.degrees latitude (g = 980.6199 gals.).
 CR0416
 CR0416.The modeled gravity was interpolated from observed gravity values.
 CR0416
 CR0416;                    North         East    Units  Estimated Accuracy
 CR0416;SPC TXNC     - 2,077,630.      899,340.      MT  (+/- 180 meters Scaled)
 CR0416
 CR0416                          SUPERSEDED SURVEY CONTROL
 CR0416
 CR0416  NGVD 29 (??/??/92)  181.500  (m)          595.47   (f) ADJ UNCH    1 2
 CR0416
 CR0416.Superseded values are not recommended for survey control.
 CR0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0416.See file dsdata.txt to determine how the superseded data were derived.
 CR0416
 CR0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR815789(NAD 83)
 CR0416_MARKER: DB = BENCH MARK DISK
 CR0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0416_STAMPING: X 1161 1959
 CR0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0416+STABILITY: SURFACE MOTION
 CR0416
 CR0416  HISTORY     - Date     Condition        Report By
 CR0416  HISTORY     - 1959     MONUMENTED       CGS
 CR0416  HISTORY     - 19960420 GOOD             USPSQD
 CR0416
 CR0416                          STATION DESCRIPTION
 CR0416
 CR0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0416'3.3 MI S FROM TYLER.
 CR0416'ABOUT 1.9 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0416'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, THENCE ABOUT 1.4 MILES
 CR0416'SOUTH ALONG A BRANCH LINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY, 34
 CR0416'FEET SOUTH OF THE 9TH POLE SOUTH OF MILEPOST 549, 36 FEET EAST OF THE
 CR0416'EAST RAIL, IN LINE WITH THE TELEPHONE POLES, 72 FEET SOUTHEAST OF THE
 CR0416'CENTER OF THE NOONDAY ROAD CROSSING, 1.5 FEET WEST OF A METAL WITNESS
 CR0416'POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 CR0416'PROJECTING 7 INCHES.
 CR0416
 CR0416                          STATION RECOVERY (1996)
 CR0416
 CR0416'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0811 ***********************************************************************
 CR0811  DESIGNATION -  X 1162
 CR0811  PID         -  CR0811
 CR0811  STATE/COUNTY-  TX/WOOD
 CR0811  USGS QUAD   -  GOLDEN (1981)
 CR0811
 CR0811                         *CURRENT SURVEY CONTROL
 CR0811  ___________________________________________________________________
 CR0811* NAD 83(1986)-  32 43 01.     (N)    095 33 48.     (W)     SCALED    
 CR0811* NAVD 88     -       125.634  (meters)     412.18   (feet)  ADJUSTED  
 CR0811  ___________________________________________________________________
 CR0811  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0811  DYNAMIC HT  -         125.492 (meters)     411.72  (feet)  COMP
 CR0811  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 CR0811
 CR0811  VERT ORDER  -  FIRST     CLASS II
 CR0811
 CR0811.The horizontal coordinates were scaled from a topographic map and have
 CR0811.an estimated accuracy of +/- 6 seconds.
 CR0811
 CR0811.The orthometric height was determined by differential leveling
 CR0811.and adjusted by the National Geodetic Survey in June 1991..
 CR0811
 CR0811.The geoid height was determined by GEOID03.
 CR0811
 CR0811.The dynamic height is computed by dividing the NAVD 88
 CR0811.geopotential number by the normal gravity value computed on the
 CR0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0811.degrees latitude (g = 980.6199 gals.).
 CR0811
 CR0811.The modeled gravity was interpolated from observed gravity values.
 CR0811
 CR0811;                    North         East    Units  Estimated Accuracy
 CR0811;SPC TXNC     - 2,120,310.      875,250.      MT  (+/- 180 meters Scaled)
 CR0811
 CR0811                          SUPERSEDED SURVEY CONTROL
 CR0811
 CR0811  NGVD 29 (??/??/92)  125.658  (m)          412.26   (f) ADJ UNCH    1 2
 CR0811
 CR0811.Superseded values are not recommended for survey control.
 CR0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0811.See file dsdata.txt to determine how the superseded data were derived.
 CR0811
 CR0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS597228(NAD 83)
 CR0811_MARKER: DB = BENCH MARK DISK
 CR0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0811_STAMPING: X 1162 1959
 CR0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0811+STABILITY: SURFACE MOTION
 CR0811
 CR0811  HISTORY     - Date     Condition        Report By
 CR0811  HISTORY     - 1959     MONUMENTED       CGS
 CR0811  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0811
 CR0811                          STATION DESCRIPTION
 CR0811
 CR0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0811'1.0 MI S FROM GOLDEN.
 CR0811'ABOUT 1.0 MILE SOUTH ALONG A PAVED ROAD FROM THE JUNCTION WITH FARM
 CR0811'ROAD 779 AT GOLDEN, 48 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CR0811'ROAD, 66 FEET NORTH OF THE NORTHEAST CORNER OF A FARMHOUSE, 8 FEET
 CR0811'SOUTH OF A LONE 28-INCH OAK TREE, AND IN THE TOP OF A CONCRETE POST
 CR0811'FLUSH WITH THE GROUND.
 CR0811
 CR0811                          STATION RECOVERY (1995)
 CR0811
 CR0811'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0082 ***********************************************************************
 DN0082  DESIGNATION -  X 1163
 DN0082  PID         -  DN0082
 DN0082  STATE/COUNTY-  TX/HUNT
 DN0082  USGS QUAD   -  GREENVILLE SE (1962)
 DN0082
 DN0082                         *CURRENT SURVEY CONTROL
 DN0082  ___________________________________________________________________
 DN0082* NAD 83(1986)-  33 06 20.     (N)    096 04 34.     (W)     SCALED    
 DN0082* NAVD 88     -       165.078  (meters)     541.59   (feet)  ADJUSTED  
 DN0082  ___________________________________________________________________
 DN0082  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN0082  DYNAMIC HT  -         164.898 (meters)     541.00  (feet)  COMP
 DN0082  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 DN0082
 DN0082  VERT ORDER  -  FIRST     CLASS II
 DN0082
 DN0082.The horizontal coordinates were scaled from a topographic map and have
 DN0082.an estimated accuracy of +/- 6 seconds.
 DN0082
 DN0082.The orthometric height was determined by differential leveling
 DN0082.and adjusted by the National Geodetic Survey in June 1991..
 DN0082
 DN0082.The geoid height was determined by GEOID03.
 DN0082
 DN0082.The dynamic height is computed by dividing the NAVD 88
 DN0082.geopotential number by the normal gravity value computed on the
 DN0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0082.degrees latitude (g = 980.6199 gals.).
 DN0082
 DN0082.The modeled gravity was interpolated from observed gravity values.
 DN0082
 DN0082;                    North         East    Units  Estimated Accuracy
 DN0082;SPC TXNC     - 2,162,170.      826,200.      MT  (+/- 180 meters Scaled)
 DN0082
 DN0082                          SUPERSEDED SURVEY CONTROL
 DN0082
 DN0082  NGVD 29 (??/??/92)  165.069  (m)          541.56   (f) ADJ UNCH    1 2
 DN0082
 DN0082.Superseded values are not recommended for survey control.
 DN0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0082.See file dsdata.txt to determine how the superseded data were derived.
 DN0082
 DN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB728667(NAD 83)
 DN0082_MARKER: DB = BENCH MARK DISK
 DN0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0082_STAMPING: X 1163 1959
 DN0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0082+STABILITY: SURFACE MOTION
 DN0082
 DN0082  HISTORY     - Date     Condition        Report By
 DN0082  HISTORY     - 1959     MONUMENTED       CGS
 DN0082  HISTORY     - 19940421 GOOD             USPSQD
 DN0082
 DN0082                          STATION DESCRIPTION
 DN0082
 DN0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0082'3.4 MI SE FROM GREENVILLE.
 DN0082'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0082'FROM THE STATION AT GREENVILLE, THENCE ABOUT 1.9 MILES SOUTHEAST ALONG
 DN0082'U. S. HIGHWAY 69, ON THE SOUTHEAST SLOPE OF A HILL, 60 FEET SOUTHWEST
 DN0082'OF THE CENTER LINE OF THE HIGHWAY, 160 FEET SOUTHEAST OF THE CENTER
 DN0082'LINE OF A PRIVATE DRIVEWAY, ABOUT 0.2 MILE SOUTHEAST OF A SERVICE
 DN0082'STATION AND TRAILER PARK, 29 FEET SOUTHEAST OF A CONCRETE HIGHWAY
 DN0082'MARKER, 16 FEET NORTHWEST OF A 25-INCH OAK TREE, 10 FEET SOUTHEAST OF
 DN0082'A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE, ABOUT 5 1/2 FEET ABOVE
 DN0082'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 DN0082'6 INCHES.
 DN0082
 DN0082                          STATION RECOVERY (1994)
 DN0082
 DN0082'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0806 ***********************************************************************
 BL0806  DESIGNATION -  X 1164
 BL0806  PID         -  BL0806
 BL0806  STATE/COUNTY-  TX/WALKER
 BL0806  USGS QUAD   -  RIVERSIDE (1997)
 BL0806
 BL0806                         *CURRENT SURVEY CONTROL
 BL0806  ___________________________________________________________________
 BL0806* NAD 83(1986)-  30 45 34.     (N)    095 23 44.     (W)     SCALED    
 BL0806* NAVD 88     -       121.35   (+/-2cm)     398.1    (feet)  VERTCON   
 BL0806  ___________________________________________________________________
 BL0806  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL0806
 BL0806  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0806
 BL0806.The horizontal coordinates were scaled from a topographic map and have
 BL0806.an estimated accuracy of +/- 6 seconds.
 BL0806
 BL0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0806.The vertical order pertains to the NGVD 29 superseded value.
 BL0806
 BL0806.The geoid height was determined by GEOID03.
 BL0806
 BL0806;                    North         East    Units  Estimated Accuracy
 BL0806;SPC TX C     - 3,131,630.    1,172,550.      MT  (+/- 180 meters Scaled)
 BL0806
 BL0806                          SUPERSEDED SURVEY CONTROL
 BL0806
 BL0806  NGVD 29 (??/??/92)  121.355  (m)          398.15   (f) ADJ UNCH    1 1
 BL0806
 BL0806.Superseded values are not recommended for survey control.
 BL0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0806.See file dsdata.txt to determine how the superseded data were derived.
 BL0806
 BL0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ707053(NAD 83)
 BL0806_MARKER: DB = BENCH MARK DISK
 BL0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0806_STAMPING: X 1164 1959
 BL0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0806+STABILITY: SURFACE MOTION
 BL0806
 BL0806  HISTORY     - Date     Condition        Report By
 BL0806  HISTORY     - 1959     MONUMENTED       CGS
 BL0806  HISTORY     - 1973     GOOD             NGS
 BL0806  HISTORY     - 1978     GOOD             NGS
 BL0806  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0806
 BL0806                          STATION DESCRIPTION
 BL0806
 BL0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0806'5.5 MI NE FROM PHELPS.
 BL0806'ABOUT 5.5 MILES NORTHEAST ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0806'CROSSING OF SPUR 2296, ABOUT 11 POLES SOUTH OF MILE POST 78, 42.2 FEET
 BL0806'EAST OF THE EAST RAIL, 35 1/2 FEET WEST OF THE CENTER LINE OF FARM
 BL0806'ROAD 405, 78.1 FEET SOUTH OF A TELEPHONE POLE, 54.3 FEET NORTHEAST OF
 BL0806'THE CENTER LINE OF AN ABANDONED ROAD CROSSING, 1.6 FEET NORTH OF A
 BL0806'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE
 BL0806'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 BL0806
 BL0806                          STATION RECOVERY (1978)
 BL0806
 BL0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0806'RECOVERED IN GOOD CONDITION.
 BL0806
 BL0806                          STATION RECOVERY (1987)
 BL0806
 BL0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2107 ***********************************************************************
 BY2107  DESIGNATION -  X 1165
 BY2107  PID         -  BY2107
 BY2107  STATE/COUNTY-  TX/ANDERSON
 BY2107  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2107
 BY2107                         *CURRENT SURVEY CONTROL
 BY2107  ___________________________________________________________________
 BY2107* NAD 83(1986)-  31 38 25.     (N)    095 36 52.     (W)     SCALED    
 BY2107* NAVD 88     -        94.12   (+/-2cm)     308.8    (feet)  VERTCON   
 BY2107  ___________________________________________________________________
 BY2107  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY2107
 BY2107  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2107
 BY2107.The horizontal coordinates were scaled from a topographic map and have
 BY2107.an estimated accuracy of +/- 6 seconds.
 BY2107
 BY2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2107.The vertical order pertains to the NGVD 29 superseded value.
 BY2107
 BY2107.The geoid height was determined by GEOID03.
 BY2107
 BY2107;                    North         East    Units  Estimated Accuracy
 BY2107;SPC TX C     - 3,228,280.    1,147,480.      MT  (+/- 180 meters Scaled)
 BY2107
 BY2107                          SUPERSEDED SURVEY CONTROL
 BY2107
 BY2107  NGVD 29 (??/??/92)   94.105  (m)          308.74   (f) ADJ UNCH    1 2
 BY2107
 BY2107.Superseded values are not recommended for survey control.
 BY2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2107.See file dsdata.txt to determine how the superseded data were derived.
 BY2107
 BY2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR520035(NAD 83)
 BY2107_MARKER: DB = BENCH MARK DISK
 BY2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2107_STAMPING: X 1165 1960
 BY2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2107+STABILITY: SURFACE MOTION
 BY2107
 BY2107  HISTORY     - Date     Condition        Report By
 BY2107  HISTORY     - 1960     MONUMENTED       CGS
 BY2107
 BY2107                          STATION DESCRIPTION
 BY2107
 BY2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2107'2.35 MI NW FROM ELKHART.
 BY2107'ABOUT 2.35 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD STATION
 BY2107'AT ELKHART, 77 1/2 FEET NORTH AND ACROSS THE TRACK FROM THE THIRD
 BY2107'TELEPHONE POLE WEST OF MILEPOST 10, 47 1/2 FEET NORTH OF THE NORTH
 BY2107'RAIL, 60 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING 34
 BY2107'FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 1 FOOT NORTH OF A FENCE,
 BY2107'1 1/2 FEET NORTH OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 BY2107'POST PROJECTING 7 INCHES.  NOTE-- 82 FEET EAST AND ACROSS THE TRACK
 BY2107'ROAD FROM BENCH MARK X 1165, IN THE SOUTHWEST ROOT OF A LARGE OAK TREE
 BY2107'THAT LEANS TO THE NORTH, A COPPER NAIL AND WASHER STAMPED AM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0068 ***********************************************************************
 DO0068  DESIGNATION -  X 1166
 DO0068  PID         -  DO0068
 DO0068  STATE/COUNTY-  TX/CLAY
 DO0068  USGS QUAD   -  VASHTI (1963)
 DO0068
 DO0068                         *CURRENT SURVEY CONTROL
 DO0068  ___________________________________________________________________
 DO0068* NAD 83(1986)-  33 36 15.     (N)    098 01 43.     (W)     SCALED    
 DO0068* NAVD 88     -       327.798  (meters)    1075.45   (feet)  ADJUSTED  
 DO0068  ___________________________________________________________________
 DO0068  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DO0068  DYNAMIC HT  -         327.433 (meters)    1074.25  (feet)  COMP
 DO0068  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 DO0068
 DO0068  VERT ORDER  -  SECOND    CLASS 0
 DO0068
 DO0068.The horizontal coordinates were scaled from a topographic map and have
 DO0068.an estimated accuracy of +/- 6 seconds.
 DO0068
 DO0068.The orthometric height was determined by differential leveling
 DO0068.and adjusted by the National Geodetic Survey in June 1991..
 DO0068
 DO0068.The geoid height was determined by GEOID03.
 DO0068
 DO0068.The dynamic height is computed by dividing the NAVD 88
 DO0068.geopotential number by the normal gravity value computed on the
 DO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0068.degrees latitude (g = 980.6199 gals.).
 DO0068
 DO0068.The modeled gravity was interpolated from observed gravity values.
 DO0068
 DO0068;                    North         East    Units  Estimated Accuracy
 DO0068;SPC TXNC     - 2,214,950.      643,750.      MT  (+/- 180 meters Scaled)
 DO0068
 DO0068                          SUPERSEDED SURVEY CONTROL
 DO0068
 DO0068  NGVD 29 (??/??/92)  327.862  (m)         1075.66   (f) ADJ UNCH    2 0
 DO0068
 DO0068.Superseded values are not recommended for survey control.
 DO0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0068.See file dsdata.txt to determine how the superseded data were derived.
 DO0068
 DO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC901186(NAD 83)
 DO0068_MARKER: DB = BENCH MARK DISK
 DO0068_SETTING: 66 = SET IN ROCK OUTCROP
 DO0068_SP_SET: ROCK LEDGE
 DO0068_STAMPING: X 1166 1961
 DO0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0068+STABILITY: POSITION/ELEVATION WELL
 DO0068
 DO0068  HISTORY     - Date     Condition        Report By
 DO0068  HISTORY     - 1961     MONUMENTED       CGS
 DO0068
 DO0068                          STATION DESCRIPTION
 DO0068
 DO0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0068'2.8 MI S FROM BELLEVUE.
 DO0068'ABOUT 2.8 MILES SOUTH ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DO0068'BELLEVUE, 28 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 DO0068'OF THE EAST EDGE OF A SANDSTONE ROCK LEDGE WHICH IS ON THE WEST SIDE
 DO0068'OF THE ROAD, 150 FEET EAST OF THE EAST FACE OF A FARMHOUSE BELONGING
 DO0068'TO MRS. T. J. FLINN, 87 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 DO0068'DRIVEWAY LEADING WEST TO THE FARMHOUSE, AND ABOUT 10 FEET ABOVE THE
 DO0068'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0222 ***********************************************************************
 DO0222  DESIGNATION -  X 1167
 DO0222  PID         -  DO0222
 DO0222  STATE/COUNTY-  TX/JACK
 DO0222  USGS QUAD   -  POSTOAK (1979)
 DO0222
 DO0222                         *CURRENT SURVEY CONTROL
 DO0222  ___________________________________________________________________
 DO0222* NAD 83(1986)-  33 26 43.     (N)    098 11 49.     (W)     SCALED    
 DO0222* NAVD 88     -       315.882  (meters)    1036.36   (feet)  ADJUSTED  
 DO0222  ___________________________________________________________________
 DO0222  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DO0222  DYNAMIC HT  -         315.527 (meters)    1035.19  (feet)  COMP
 DO0222  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 DO0222
 DO0222  VERT ORDER  -  SECOND    CLASS 0
 DO0222
 DO0222.The horizontal coordinates were scaled from a topographic map and have
 DO0222.an estimated accuracy of +/- 6 seconds.
 DO0222
 DO0222.The orthometric height was determined by differential leveling
 DO0222.and adjusted by the National Geodetic Survey in June 1991..
 DO0222
 DO0222.The geoid height was determined by GEOID03.
 DO0222
 DO0222.The dynamic height is computed by dividing the NAVD 88
 DO0222.geopotential number by the normal gravity value computed on the
 DO0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0222.degrees latitude (g = 980.6199 gals.).
 DO0222
 DO0222.The modeled gravity was interpolated from observed gravity values.
 DO0222
 DO0222;                    North         East    Units  Estimated Accuracy
 DO0222;SPC TXNC     - 2,197,270.      628,180.      MT  (+/- 180 meters Scaled)
 DO0222
 DO0222                          SUPERSEDED SURVEY CONTROL
 DO0222
 DO0222  NGVD 29 (??/??/92)  315.963  (m)         1036.62   (f) ADJ UNCH    2 0
 DO0222
 DO0222.Superseded values are not recommended for survey control.
 DO0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0222.See file dsdata.txt to determine how the superseded data were derived.
 DO0222
 DO0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC746009(NAD 83)
 DO0222_MARKER: DB = BENCH MARK DISK
 DO0222_SETTING: 80 = SET IN A BOULDER
 DO0222_SP_SET: BOULDER
 DO0222_STAMPING: X 1167 1961
 DO0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0222+STABILITY: SURFACE MOTION
 DO0222
 DO0222  HISTORY     - Date     Condition        Report By
 DO0222  HISTORY     - 1961     MONUMENTED       CGS
 DO0222  HISTORY     - 1984     GOOD             NGS
 DO0222  HISTORY     - 20050416 GOOD             USPSQD
 DO0222
 DO0222                          STATION DESCRIPTION
 DO0222
 DO0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0222'11.5 MI SW FROM BUFFALO SPRINGS.
 DO0222'ABOUT 3.5 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0222'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, THENCE 8.0
 DO0222'MILES SOUTH ALONG STATE HIGHWAY 148, 0.2 MILE NORTH OF THE JUNCTION OF
 DO0222'FARM ROAD 1125 LEADING EAST AND A DIRT ROAD LEADING WEST, 105 FEET
 DO0222'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LARGE
 DO0222'SANDSTONE BOULDER, 25 FEET WEST OF A FENCE, ABOUT 2 FEET ABOVE THE
 DO0222'LEVEL OF THE HIGHWAY, AND PROJECTING 18 INCHES.
 DO0222
 DO0222                          STATION RECOVERY (1984)
 DO0222
 DO0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0222'THE MARK WAS SEEN AT THIS BUT WAS NOT MEASURED DUE TO BEING RUN OFF
 DO0222'BY TWO LARGE UNPLEASANT DOGS. MARK APPEARED TO BE AS DESCRIBED THE
 DO0222'FARM ROAD MENTIONED IN THE 1961 DESC: IS NOW 2127.
 DO0222
 DO0222                          STATION RECOVERY (2005)
 DO0222
 DO0222'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0151 ***********************************************************************
 DO0151  DESIGNATION -  X 1168
 DO0151  PID         -  DO0151
 DO0151  STATE/COUNTY-  TX/JACK
 DO0151  USGS QUAD   -  LYNN CREEK (1981)
 DO0151
 DO0151                         *CURRENT SURVEY CONTROL
 DO0151  ___________________________________________________________________
 DO0151* NAD 83(1986)-  33 15 14.     (N)    098 15 06.     (W)     SCALED    
 DO0151* NAVD 88     -       337.498  (meters)    1107.27   (feet)  ADJUSTED  
 DO0151  ___________________________________________________________________
 DO0151  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DO0151  DYNAMIC HT  -         337.112 (meters)    1106.01  (feet)  COMP
 DO0151  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 DO0151
 DO0151  VERT ORDER  -  SECOND    CLASS 0
 DO0151
 DO0151.The horizontal coordinates were scaled from a topographic map and have
 DO0151.an estimated accuracy of +/- 6 seconds.
 DO0151
 DO0151.The orthometric height was determined by differential leveling
 DO0151.and adjusted by the National Geodetic Survey in June 1991..
 DO0151
 DO0151.The geoid height was determined by GEOID03.
 DO0151
 DO0151.The dynamic height is computed by dividing the NAVD 88
 DO0151.geopotential number by the normal gravity value computed on the
 DO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0151.degrees latitude (g = 980.6199 gals.).
 DO0151
 DO0151.The modeled gravity was interpolated from observed gravity values.
 DO0151
 DO0151;                    North         East    Units  Estimated Accuracy
 DO0151;SPC TXNC     - 2,176,040.      623,140.      MT  (+/- 180 meters Scaled)
 DO0151
 DO0151                          SUPERSEDED SURVEY CONTROL
 DO0151
 DO0151  NGVD 29 (??/??/92)  337.424  (m)         1107.03   (f) ADJ UNCH    2 0
 DO0151
 DO0151.Superseded values are not recommended for survey control.
 DO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0151.See file dsdata.txt to determine how the superseded data were derived.
 DO0151
 DO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB697796(NAD 83)
 DO0151_MARKER: DB = BENCH MARK DISK
 DO0151_SETTING: 66 = SET IN ROCK OUTCROP
 DO0151_SP_SET: OUTCROP
 DO0151_STAMPING: X 1168 1961
 DO0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0151+STABILITY: POSITION/ELEVATION WELL
 DO0151
 DO0151  HISTORY     - Date     Condition        Report By
 DO0151  HISTORY     - 1961     MONUMENTED       CGS
 DO0151  HISTORY     - 20010325 GOOD             USPSQD
 DO0151  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0151
 DO0151                          STATION DESCRIPTION
 DO0151
 DO0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0151'6.35 MI NW FROM JACKSBORO.
 DO0151'ABOUT 6.35 MILES NORTHWEST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY
 DO0151'199 FROM THE COURTHOUSE AT JACKSBORO, ON THE TOP OF A HILL, 157 FEET
 DO0151'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LARGE
 DO0151'FLAT ROCK OUTCROP, 126 FEET SOUTH OF THE SOUTHEAST CORNER OF M.L.
 DO0151'SMITHS FARMHOUSE, 102 FEET WEST OF THE CENTER LINE OF THE EAST
 DO0151'DRIVEWAY TO THE FARMHOUSE, 65 FEET NORTHWEST OF A POWER POLE, ABOUT 20
 DO0151'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND FLUSH WITH THE GROUND.
 DO0151
 DO0151                          STATION RECOVERY (2001)
 DO0151
 DO0151'RECOVERY NOTE BY US POWER SQUADRON 2001 (RBP)
 DO0151'RECOVERED IN GOOD CONDITION.
 DO0151
 DO0151                          STATION RECOVERY (2005)
 DO0151
 DO0151'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0129 ***********************************************************************
 DO0129  DESIGNATION -  X 1169
 DO0129  PID         -  DO0129
 DO0129  STATE/COUNTY-  TX/JACK
 DO0129  USGS QUAD   -  ANTELOPE (1981)
 DO0129
 DO0129                         *CURRENT SURVEY CONTROL
 DO0129  ___________________________________________________________________
 DO0129* NAD 83(1986)-  33 24 12.     (N)    098 22 02.     (W)     SCALED    
 DO0129* NAVD 88     -       305.595  (meters)    1002.61   (feet)  ADJUSTED  
 DO0129  ___________________________________________________________________
 DO0129  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DO0129  DYNAMIC HT  -         305.247 (meters)    1001.46  (feet)  COMP
 DO0129  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 DO0129
 DO0129  VERT ORDER  -  SECOND    CLASS 0
 DO0129
 DO0129.The horizontal coordinates were scaled from a topographic map and have
 DO0129.an estimated accuracy of +/- 6 seconds.
 DO0129
 DO0129.The orthometric height was determined by differential leveling
 DO0129.and adjusted by the National Geodetic Survey in June 1991..
 DO0129
 DO0129.The geoid height was determined by GEOID03.
 DO0129
 DO0129.The dynamic height is computed by dividing the NAVD 88
 DO0129.geopotential number by the normal gravity value computed on the
 DO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0129.degrees latitude (g = 980.6199 gals.).
 DO0129
 DO0129.The modeled gravity was interpolated from observed gravity values.
 DO0129
 DO0129;                    North         East    Units  Estimated Accuracy
 DO0129;SPC TXNC     - 2,192,590.      612,350.      MT  (+/- 180 meters Scaled)
 DO0129
 DO0129                          SUPERSEDED SURVEY CONTROL
 DO0129
 DO0129  NGVD 29 (??/??/92)  305.531  (m)         1002.40   (f) ADJ UNCH    2 0
 DO0129
 DO0129.Superseded values are not recommended for survey control.
 DO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0129.See file dsdata.txt to determine how the superseded data were derived.
 DO0129
 DO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB588961(NAD 83)
 DO0129_MARKER: DB = BENCH MARK DISK
 DO0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0129_SP_SET: CULVERT
 DO0129_STAMPING: X 1169 1961
 DO0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0129
 DO0129  HISTORY     - Date     Condition        Report By
 DO0129  HISTORY     - 1961     MONUMENTED       CGS
 DO0129  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0129  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0129
 DO0129                          STATION DESCRIPTION
 DO0129
 DO0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0129'2.8 MI S FROM ANTELOPE.
 DO0129'ABOUT 1.95 MILES SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0129'ANTELOPE, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 281, ABOUT 0.15
 DO0129'MILE SOUTH OF THE JUNCTION OF THE HIGHWAY AND A PRIVATE ROAD LEADING
 DO0129'WEST TO A FARMHOUSE, AT THE HEAD OF A LARGE ROCKY DRAW, 71 FEET EAST
 DO0129'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP
 DO0129'LOCATED NEAR THE CENTER OF THE DRAW, 106 FEET SOUTH OF THE EAST HEAD
 DO0129'WALL OF A CULVERT, 2 1/2 FEET EAST OF A FENCE, ABOUT 6 FEET BELOW THE
 DO0129'LEVEL OF THE HIGHWAY, AND ABOUT FLUSH WITH THE GROUND.
 DO0129
 DO0129                          STATION RECOVERY (2001)
 DO0129
 DO0129'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0129'MARK NOT FOUND.
 DO0129
 DO0129                          STATION RECOVERY (2005)
 DO0129
 DO0129'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0056 ***********************************************************************
 CA0056  DESIGNATION -  X 117
 CA0056  PID         -  CA0056
 CA0056  STATE/COUNTY-  TX/HAMILTON
 CA0056  USGS QUAD   -  INDIAN GAP (1979)
 CA0056
 CA0056                         *CURRENT SURVEY CONTROL
 CA0056  ___________________________________________________________________
 CA0056* NAD 83(1986)-  31 40 28.     (N)    098 26 14.     (W)     SCALED    
 CA0056* NAVD 88     -       452.476  (meters)    1484.50   (feet)  ADJUSTED  
 CA0056  ___________________________________________________________________
 CA0056  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CA0056  DYNAMIC HT  -         451.883 (meters)    1482.55  (feet)  COMP
 CA0056  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 CA0056
 CA0056  VERT ORDER  -  SECOND    CLASS 0
 CA0056
 CA0056.The horizontal coordinates were scaled from a topographic map and have
 CA0056.an estimated accuracy of +/- 6 seconds.
 CA0056
 CA0056.The orthometric height was determined by differential leveling
 CA0056.and adjusted by the National Geodetic Survey in June 1991..
 CA0056
 CA0056.The geoid height was determined by GEOID03.
 CA0056
 CA0056.The dynamic height is computed by dividing the NAVD 88
 CA0056.geopotential number by the normal gravity value computed on the
 CA0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0056.degrees latitude (g = 980.6199 gals.).
 CA0056
 CA0056.The modeled gravity was interpolated from observed gravity values.
 CA0056
 CA0056;                    North         East    Units  Estimated Accuracy
 CA0056;SPC TX C     - 3,224,110.      879,780.      MT  (+/- 180 meters Scaled)
 CA0056
 CA0056                          SUPERSEDED SURVEY CONTROL
 CA0056
 CA0056  NGVD 29 (??/??/92)  452.378  (m)         1484.18   (f) ADJ UNCH    2 0
 CA0056
 CA0056.Superseded values are not recommended for survey control.
 CA0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0056.See file dsdata.txt to determine how the superseded data were derived.
 CA0056
 CA0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA533044(NAD 83)
 CA0056_MARKER: DB = BENCH MARK DISK
 CA0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0056_STAMPING: 1484.292 X 117 1933
 CA0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0056+STABILITY: SURFACE MOTION
 CA0056
 CA0056  HISTORY     - Date     Condition        Report By
 CA0056  HISTORY     - 1933     MONUMENTED       CGS
 CA0056  HISTORY     - 1935     GOOD             NGS
 CA0056
 CA0056                          STATION DESCRIPTION
 CA0056
 CA0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0056'1.8 MI W FROM INDIAN GAP.
 CA0056'1.8 MILES WEST ALONG THE PRIDDY ROAD FROM INDIAN GAP, HAMILTON COUNTY,
 CA0056'NORTH OF THE ROAD, AT THE RIGHT-OF-WAY FENCE, AND AT THE JUNCTION OF A
 CA0056'DIVISION FENCE AND SET IN THE TOP OF A CONCRETE POST.
 CA0056
 CA0056                          STATION RECOVERY (1935)
 CA0056
 CA0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0099 ***********************************************************************
 CT0099  DESIGNATION -  X 1170
 CT0099  PID         -  CT0099
 CT0099  STATE/COUNTY-  TX/PALO PINTO
 CT0099  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0099
 CT0099                         *CURRENT SURVEY CONTROL
 CT0099  ___________________________________________________________________
 CT0099* NAD 83(1986)-  32 52 24.     (N)    098 05 37.     (W)     SCALED    
 CT0099* NAVD 88     -       306.191  (meters)    1004.56   (feet)  ADJUSTED  
 CT0099  ___________________________________________________________________
 CT0099  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CT0099  DYNAMIC HT  -         305.817 (meters)    1003.33  (feet)  COMP
 CT0099  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 CT0099
 CT0099  VERT ORDER  -  SECOND    CLASS 0
 CT0099
 CT0099.The horizontal coordinates were scaled from a topographic map and have
 CT0099.an estimated accuracy of +/- 6 seconds.
 CT0099
 CT0099.The orthometric height was determined by differential leveling
 CT0099.and adjusted by the National Geodetic Survey in June 1991..
 CT0099
 CT0099.The geoid height was determined by GEOID03.
 CT0099
 CT0099.The dynamic height is computed by dividing the NAVD 88
 CT0099.geopotential number by the normal gravity value computed on the
 CT0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0099.degrees latitude (g = 980.6199 gals.).
 CT0099
 CT0099.The modeled gravity was interpolated from observed gravity values.
 CT0099
 CT0099;                    North         East    Units  Estimated Accuracy
 CT0099;SPC TXNC     - 2,133,880.      638,030.      MT  (+/- 180 meters Scaled)
 CT0099
 CT0099                          SUPERSEDED SURVEY CONTROL
 CT0099
 CT0099  NGVD 29 (??/??/92)  306.088  (m)         1004.22   (f) ADJ UNCH    2 0
 CT0099
 CT0099.Superseded values are not recommended for survey control.
 CT0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0099.See file dsdata.txt to determine how the superseded data were derived.
 CT0099
 CT0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB847376(NAD 83)
 CT0099_MARKER: DB = BENCH MARK DISK
 CT0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0099_SP_SET: BRIDGE
 CT0099_STAMPING: X 1170 1961
 CT0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0099
 CT0099  HISTORY     - Date     Condition        Report By
 CT0099  HISTORY     - 1961     MONUMENTED       CGS
 CT0099  HISTORY     - 19980627 GOOD             USPSQD
 CT0099  HISTORY     - 20040327 GOOD             USPSQD
 CT0099
 CT0099                          STATION DESCRIPTION
 CT0099
 CT0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0099'4.75 MI N FROM MINERAL WELLS.
 CT0099'ABOUT 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0099'MINERAL WELLS, THENCE 4.9 MILES NORTH ALONG U. S. HIGHWAY 281, ABOUT
 CT0099'100 YARDS SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER
 CT0099'OF A HOUSE, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CT0099'TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A CONCRETE
 CT0099'BRIDGE OVER A CREEK, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE
 CT0099'HIGHWAY.
 CT0099
 CT0099                          STATION RECOVERY (1998)
 CT0099
 CT0099'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0099'RECOVERED IN GOOD CONDITION.
 CT0099
 CT0099                          STATION RECOVERY (2004)
 CT0099
 CT0099'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0379 ***********************************************************************
 CU0379  DESIGNATION -  X 1171
 CU0379  PID         -  CU0379
 CU0379  STATE/COUNTY-  TX/COKE
 CU0379  USGS QUAD   -  SILVER (1987)
 CU0379
 CU0379                         *CURRENT SURVEY CONTROL
 CU0379  ___________________________________________________________________
 CU0379* NAD 83(1986)-  32 04 26.     (N)    100 40 22.     (W)     SCALED    
 CU0379* NAVD 88     -       639.834  (meters)    2099.19   (feet)  ADJUSTED  
 CU0379  ___________________________________________________________________
 CU0379  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CU0379  DYNAMIC HT  -         638.981 (meters)    2096.39  (feet)  COMP
 CU0379  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 CU0379
 CU0379  VERT ORDER  -  SECOND    CLASS 0
 CU0379
 CU0379.The horizontal coordinates were scaled from a topographic map and have
 CU0379.an estimated accuracy of +/- 6 seconds.
 CU0379
 CU0379.The orthometric height was determined by differential leveling
 CU0379.and adjusted by the National Geodetic Survey in June 1991..
 CU0379
 CU0379.The geoid height was determined by GEOID03.
 CU0379
 CU0379.The dynamic height is computed by dividing the NAVD 88
 CU0379.geopotential number by the normal gravity value computed on the
 CU0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0379.degrees latitude (g = 980.6199 gals.).
 CU0379
 CU0379.The modeled gravity was interpolated from observed gravity values.
 CU0379
 CU0379;                    North         East    Units  Estimated Accuracy
 CU0379;SPC TX C     - 3,266,920.      667,950.      MT  (+/- 180 meters Scaled)
 CU0379
 CU0379                          SUPERSEDED SURVEY CONTROL
 CU0379
 CU0379  NGVD 29 (??/??/92)  639.634  (m)         2098.53   (f) ADJ UNCH    2 0
 CU0379
 CU0379.Superseded values are not recommended for survey control.
 CU0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0379.See file dsdata.txt to determine how the superseded data were derived.
 CU0379
 CU0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA421498(NAD 83)
 CU0379_MARKER: DB = BENCH MARK DISK
 CU0379_SETTING: 66 = SET IN ROCK OUTCROP
 CU0379_SP_SET: OUTCROP
 CU0379_STAMPING: X 1171 1961
 CU0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0379+STABILITY: POSITION/ELEVATION WELL
 CU0379
 CU0379  HISTORY     - Date     Condition        Report By
 CU0379  HISTORY     - 1961     MONUMENTED       CGS
 CU0379
 CU0379                          STATION DESCRIPTION
 CU0379
 CU0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0379'1.6 MI SE FROM SILVER.
 CU0379'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0379'AT SILVER, THENCE 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 208, 0.1 MILE
 CU0379'NORTHWEST OF THE CREST OF A HILL, SOUTHWEST AND ACROSS THE HIGHWAY
 CU0379'FROM A SMALL CONCRETE WATER TROUGH, 41 1/2 FEET SOUTHWEST OF THE
 CU0379'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A FLAT ROCK OUTCROP, 103
 CU0379'FEET NORTHWEST OF THE CENTER OF A GATE, 8 FEET NORTHEAST OF A FENCE,
 CU0379'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0071 ***********************************************************************
 CB0071  DESIGNATION -  X 1172
 CB0071  PID         -  CB0071
 CB0071  STATE/COUNTY-  TX/COKE
 CB0071  USGS QUAD   -  BRONTE (1987)
 CB0071
 CB0071                         *CURRENT SURVEY CONTROL
 CB0071  ___________________________________________________________________
 CB0071* NAD 83(1986)-  31 53 29.     (N)    100 18 27.     (W)     SCALED    
 CB0071* NAVD 88     -       553.030  (meters)    1814.40   (feet)  ADJUSTED  
 CB0071  ___________________________________________________________________
 CB0071  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 CB0071  DYNAMIC HT  -         552.305 (meters)    1812.02  (feet)  COMP
 CB0071  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 CB0071
 CB0071  VERT ORDER  -  SECOND    CLASS 0
 CB0071
 CB0071.The horizontal coordinates were scaled from a topographic map and have
 CB0071.an estimated accuracy of +/- 6 seconds.
 CB0071
 CB0071.The orthometric height was determined by differential leveling
 CB0071.and adjusted by the National Geodetic Survey in June 1991..
 CB0071
 CB0071.The geoid height was determined by GEOID03.
 CB0071
 CB0071.The dynamic height is computed by dividing the NAVD 88
 CB0071.geopotential number by the normal gravity value computed on the
 CB0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0071.degrees latitude (g = 980.6199 gals.).
 CB0071
 CB0071.The modeled gravity was interpolated from observed gravity values.
 CB0071
 CB0071;                    North         East    Units  Estimated Accuracy
 CB0071;SPC TX C     - 3,246,630.      702,440.      MT  (+/- 180 meters Scaled)
 CB0071
 CB0071                          SUPERSEDED SURVEY CONTROL
 CB0071
 CB0071  NGVD 29 (??/??/92)  552.841  (m)         1813.78   (f) ADJ UNCH    2 0
 CB0071
 CB0071.Superseded values are not recommended for survey control.
 CB0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0071.See file dsdata.txt to determine how the superseded data were derived.
 CB0071
 CB0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA763291(NAD 83)
 CB0071_MARKER: DB = BENCH MARK DISK
 CB0071_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CB0071_SP_SET: 24 FEET
 CB0071_STAMPING: X 1172 1961
 CB0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0071
 CB0071  HISTORY     - Date     Condition        Report By
 CB0071  HISTORY     - 1961     MONUMENTED       CGS
 CB0071
 CB0071                          STATION DESCRIPTION
 CB0071
 CB0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0071'0.85 MI W FROM BRONTE.
 CB0071'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND
 CB0071'SANTA FE RAILROAD STATION AT BRONTE, ABOUT MIDWAY AND ON THE OUTSIDE
 CB0071'OF A CURVE IN THE HIGHWAY, 56 FEET NORTH OF THE CENTER LINE OF THE
 CB0071'HIGHWAY, 6 1/2 FEET EAST OF A POWER POLE BRACED BY A GUY WIRE, 1 1/2
 CB0071'FEET SOUTH OF A FENCE, 1.2 FEET NORTH OF A METAL WITNESS POST, A DISK
 CB0071'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 CB0071'OF 24 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES, AND
 CB0071'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0134 ***********************************************************************
 CU0134  DESIGNATION -  X 1173
 CU0134  PID         -  CU0134
 CU0134  STATE/COUNTY-  TX/FISHER
 CU0134  USGS QUAD   -  WHITE CANYON (1969)
 CU0134
 CU0134                         *CURRENT SURVEY CONTROL
 CU0134  ___________________________________________________________________
 CU0134* NAD 83(1986)-  32 52 41.     (N)    100 28 37.     (W)     SCALED    
 CU0134* NAVD 88     -       597.436  (meters)    1960.09   (feet)  ADJUSTED  
 CU0134  ___________________________________________________________________
 CU0134  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CU0134  DYNAMIC HT  -         596.660 (meters)    1957.54  (feet)  COMP
 CU0134  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 CU0134
 CU0134  VERT ORDER  -  SECOND    CLASS 0
 CU0134
 CU0134.The horizontal coordinates were scaled from a topographic map and have
 CU0134.an estimated accuracy of +/- 6 seconds.
 CU0134
 CU0134.The orthometric height was determined by differential leveling
 CU0134.and adjusted by the National Geodetic Survey in June 1991..
 CU0134
 CU0134.The geoid height was determined by GEOID03.
 CU0134
 CU0134.The dynamic height is computed by dividing the NAVD 88
 CU0134.geopotential number by the normal gravity value computed on the
 CU0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0134.degrees latitude (g = 980.6199 gals.).
 CU0134
 CU0134.The modeled gravity was interpolated from observed gravity values.
 CU0134
 CU0134;                    North         East    Units  Estimated Accuracy
 CU0134;SPC TXNC     - 2,136,070.      415,030.      MT  (+/- 180 meters Scaled)
 CU0134
 CU0134                          SUPERSEDED SURVEY CONTROL
 CU0134
 CU0134  NGVD 29 (??/??/92)  597.187  (m)         1959.27   (f) ADJ UNCH    2 0
 CU0134
 CU0134.Superseded values are not recommended for survey control.
 CU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0134.See file dsdata.txt to determine how the superseded data were derived.
 CU0134
 CU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB618387(NAD 83)
 CU0134_MARKER: DB = BENCH MARK DISK
 CU0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0134_STAMPING: X 1173 1961
 CU0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0134+STABILITY: SURFACE MOTION
 CU0134
 CU0134  HISTORY     - Date     Condition        Report By
 CU0134  HISTORY     - 1961     MONUMENTED       CGS
 CU0134
 CU0134                          STATION DESCRIPTION
 CU0134
 CU0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0134'2.1 MI NW FROM ROTAN.
 CU0134'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0134'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 2.1 MILES NORTHWEST
 CU0134'ALONG STATE HIGHWAY 70, 118 YARDS NORTHWEST OF THE SOUTHWEST CONCRETE
 CU0134'HEAD WALL OF A CULVERT, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CU0134'HIGHWAY, 30 FEET SOUTH OF A 12-INCH MESQUITE TREE, 2.0 FEET NORTHWEST
 CU0134'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 CU0134'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0090 ***********************************************************************
 CB0090  DESIGNATION -  X 1175
 CB0090  PID         -  CB0090
 CB0090  STATE/COUNTY-  TX/COKE
 CB0090  USGS QUAD   -  ROBERT LEE (1987)
 CB0090
 CB0090                         *CURRENT SURVEY CONTROL
 CB0090  ___________________________________________________________________
 CB0090* NAD 83(1986)-  31 53 57.     (N)    100 27 52.     (W)     SCALED    
 CB0090* NAVD 88     -       584.673  (meters)    1918.21   (feet)  ADJUSTED  
 CB0090  ___________________________________________________________________
 CB0090  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CB0090  DYNAMIC HT  -         583.898 (meters)    1915.67  (feet)  COMP
 CB0090  MODELED GRAV-     979,296.3   (mgal)                       NAVD 88
 CB0090
 CB0090  VERT ORDER  -  SECOND    CLASS 0
 CB0090
 CB0090.The horizontal coordinates were scaled from a topographic map and have
 CB0090.an estimated accuracy of +/- 6 seconds.
 CB0090
 CB0090.The orthometric height was determined by differential leveling
 CB0090.and adjusted by the National Geodetic Survey in June 1991..
 CB0090
 CB0090.The geoid height was determined by GEOID03.
 CB0090
 CB0090.The dynamic height is computed by dividing the NAVD 88
 CB0090.geopotential number by the normal gravity value computed on the
 CB0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0090.degrees latitude (g = 980.6199 gals.).
 CB0090
 CB0090.The modeled gravity was interpolated from observed gravity values.
 CB0090
 CB0090;                    North         East    Units  Estimated Accuracy
 CB0090;SPC TX C     - 3,247,500.      687,600.      MT  (+/- 180 meters Scaled)
 CB0090
 CB0090                          SUPERSEDED SURVEY CONTROL
 CB0090
 CB0090  NGVD 29 (??/??/92)  584.479  (m)         1917.58   (f) ADJ UNCH    2 0
 CB0090
 CB0090.Superseded values are not recommended for survey control.
 CB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0090.See file dsdata.txt to determine how the superseded data were derived.
 CB0090
 CB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA615301(NAD 83)
 CB0090_MARKER: DB = BENCH MARK DISK
 CB0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0090_SP_SET: CULVERT
 CB0090_STAMPING: X 1175 1961
 CB0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0090
 CB0090  HISTORY     - Date     Condition        Report By
 CB0090  HISTORY     - 1961     MONUMENTED       CGS
 CB0090
 CB0090                          STATION DESCRIPTION
 CB0090
 CB0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0090'1.4 MI E FROM ROBERT LEE.
 CB0090'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0090'LEE, THENCE 1.15 MILES EAST ALONG STATE HIGHWAY 158, 21 FEET NORTH OF
 CB0090'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH CONCRETE
 CB0090'HEAD WALL OF A CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0091 ***********************************************************************
 CB0091  DESIGNATION -  X 1175 RESET 1962
 CB0091  PID         -  CB0091
 CB0091  STATE/COUNTY-  TX/COKE
 CB0091  USGS QUAD   -  ROBERT LEE (1987)
 CB0091
 CB0091                         *CURRENT SURVEY CONTROL
 CB0091  ___________________________________________________________________
 CB0091* NAD 83(1986)-  31 53 57.     (N)    100 27 52.     (W)     SCALED    
 CB0091* NAVD 88     -       585.46   (+/-2cm)    1920.8    (feet)  VERTCON   
 CB0091  ___________________________________________________________________
 CB0091  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CB0091
 CB0091  VERT ORDER  -  THIRD (See Below)
 CB0091
 CB0091.The horizontal coordinates were scaled from a topographic map and have
 CB0091.an estimated accuracy of +/- 6 seconds.
 CB0091
 CB0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0091.The vertical order pertains to the NGVD 29 superseded value.
 CB0091
 CB0091.The geoid height was determined by GEOID03.
 CB0091
 CB0091;                    North         East    Units  Estimated Accuracy
 CB0091;SPC TX C     - 3,247,500.      687,600.      MT  (+/- 180 meters Scaled)
 CB0091
 CB0091                          SUPERSEDED SURVEY CONTROL
 CB0091
 CB0091  NGVD 29 (01/29/03)  585.26   (m)         1920.1    (f) RESET       3  
 CB0091
 CB0091.Superseded values are not recommended for survey control.
 CB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0091.See file dsdata.txt to determine how the superseded data were derived.
 CB0091
 CB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA615301(NAD 83)
 CB0091_MARKER: DB = BENCH MARK DISK
 CB0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0091_STAMPING: X 1175 RESET 1962
 CB0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0091+STABILITY: SURFACE MOTION
 CB0091
 CB0091  HISTORY     - Date     Condition        Report By
 CB0091  HISTORY     - 1962     MONUMENTED       CGS
 CB0091
 CB0091                          STATION DESCRIPTION
 CB0091
 CB0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CB0091'0.25 MI N FROM ROBERT LEE.
 CB0091'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE IN ROBERT
 CB0091'LEE, THENCE 1.15 MILES EAST ALONG STATE HIGHWAY 158.  OR 10.7 MILES
 CB0091'WEST ALONG STATE HIGHWAY 158 FROM THE DEPOT IN BRONTE, TEXAS, 66 FEET
 CB0091'NORTH OF THE CENTER LINE OF HIGHWAY 158, 55 FEET NORTHWEST OF A
 CB0091'CONCRETE CULVERT, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND 2 FEET
 CB0091'EAST OF A METAL WITNESS POST.  A STANDARD DISK STAMPED X 1175 RESET
 CB0091'1962, SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0035 ***********************************************************************
 CU0035  DESIGNATION -  X 1176
 CU0035  PID         -  CU0035
 CU0035  STATE/COUNTY-  TX/FISHER
 CU0035  USGS QUAD   -  LONGWORTH (1969)
 CU0035
 CU0035                         *CURRENT SURVEY CONTROL
 CU0035  ___________________________________________________________________
 CU0035* NAD 83(1986)-  32 42 49.     (N)    100 15 56.     (W)     SCALED    
 CU0035* NAVD 88     -       565.771  (meters)    1856.20   (feet)  ADJUSTED  
 CU0035  ___________________________________________________________________
 CU0035  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CU0035  DYNAMIC HT  -         565.028 (meters)    1853.76  (feet)  COMP
 CU0035  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 CU0035
 CU0035  VERT ORDER  -  SECOND    CLASS 0
 CU0035
 CU0035.The horizontal coordinates were scaled from a topographic map and have
 CU0035.an estimated accuracy of +/- 6 seconds.
 CU0035
 CU0035.The orthometric height was determined by differential leveling
 CU0035.and adjusted by the National Geodetic Survey in June 1991..
 CU0035
 CU0035.The geoid height was determined by GEOID03.
 CU0035
 CU0035.The dynamic height is computed by dividing the NAVD 88
 CU0035.geopotential number by the normal gravity value computed on the
 CU0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0035.degrees latitude (g = 980.6199 gals.).
 CU0035
 CU0035.The modeled gravity was interpolated from observed gravity values.
 CU0035
 CU0035;                    North         East    Units  Estimated Accuracy
 CU0035;SPC TXNC     - 2,117,490.      434,500.      MT  (+/- 180 meters Scaled)
 CU0035
 CU0035                          SUPERSEDED SURVEY CONTROL
 CU0035
 CU0035  NGVD 29 (??/??/92)  565.550  (m)         1855.48   (f) ADJ UNCH    2 0
 CU0035
 CU0035.Superseded values are not recommended for survey control.
 CU0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0035.See file dsdata.txt to determine how the superseded data were derived.
 CU0035
 CU0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB813202(NAD 83)
 CU0035_MARKER: DB = BENCH MARK DISK
 CU0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0035_STAMPING: X 1176 1961
 CU0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0035+STABILITY: SURFACE MOTION
 CU0035
 CU0035  HISTORY     - Date     Condition        Report By
 CU0035  HISTORY     - 1961     MONUMENTED       CGS
 CU0035
 CU0035                          STATION DESCRIPTION
 CU0035
 CU0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0035'0.85 MI SW FROM SYLVESTER.
 CU0035'ABOUT 0.85 MILE SOUTHWEST ALONG FARM ROAD 57 FROM THE INTERSECTION OF
 CU0035'THE ROAD AND FARM ROAD 1085 AT SYLVESTER, 73 FEET NORTHWEST OF THE
 CU0035'CENTER LINE OF THE FARM ROAD, 38 FEET SOUTHEAST OF AND ACROSS THE
 CU0035'PANHANDLE AND SANTA FE RAILWAY FROM MILEPOST 620, 25 FEET SOUTHEAST OF
 CU0035'THE SOUTHEAST RAIL, 1.9 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 CU0035'2 FEET BELOW THE LEVEL OF THE FARM ROAD, ABOUT 3 FEET BELOW THE LEVEL
 CU0035'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CU0035'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0254 ***********************************************************************
 CB0254  DESIGNATION -  X 1177
 CB0254  PID         -  CB0254
 CB0254  STATE/COUNTY-  TX/STERLING
 CB0254  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0254
 CB0254                         *CURRENT SURVEY CONTROL
 CB0254  ___________________________________________________________________
 CB0254* NAD 83(1986)-  31 54 32.     (N)    100 50 31.     (W)     SCALED    
 CB0254* NAVD 88     -       793.402  (meters)    2603.02   (feet)  ADJUSTED  
 CB0254  ___________________________________________________________________
 CB0254  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0254  DYNAMIC HT  -         792.318 (meters)    2599.46  (feet)  COMP
 CB0254  MODELED GRAV-     979,247.1   (mgal)                       NAVD 88
 CB0254
 CB0254  VERT ORDER  -  SECOND    CLASS 0
 CB0254
 CB0254.The horizontal coordinates were scaled from a topographic map and have
 CB0254.an estimated accuracy of +/- 6 seconds.
 CB0254
 CB0254.The orthometric height was determined by differential leveling
 CB0254.and adjusted by the National Geodetic Survey in June 1991..
 CB0254
 CB0254.The geoid height was determined by GEOID03.
 CB0254
 CB0254.The dynamic height is computed by dividing the NAVD 88
 CB0254.geopotential number by the normal gravity value computed on the
 CB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0254.degrees latitude (g = 980.6199 gals.).
 CB0254
 CB0254.The modeled gravity was interpolated from observed gravity values.
 CB0254
 CB0254;                    North         East    Units  Estimated Accuracy
 CB0254;SPC TX C     - 3,248,680.      651,890.      MT  (+/- 180 meters Scaled)
 CB0254
 CB0254                          SUPERSEDED SURVEY CONTROL
 CB0254
 CB0254  NGVD 29 (??/??/92)  793.171  (m)         2602.26   (f) ADJ UNCH    2 0
 CB0254
 CB0254.Superseded values are not recommended for survey control.
 CB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0254.See file dsdata.txt to determine how the superseded data were derived.
 CB0254
 CB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA258318(NAD 83)
 CB0254_MARKER: DB = BENCH MARK DISK
 CB0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0254_SP_SET: CULVERT
 CB0254_STAMPING: X 1177 1961
 CB0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0254
 CB0254  HISTORY     - Date     Condition        Report By
 CB0254  HISTORY     - 1961     MONUMENTED       CGS
 CB0254  HISTORY     - 1972     GOOD             NGS
 CB0254
 CB0254                          STATION DESCRIPTION
 CB0254
 CB0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0254'12.7 MI NE FROM STERLING CITY.
 CB0254'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0254'AT STERLING CITY, THENCE 11.95 MILES NORTHEAST ALONG STATE HIGHWAY 158
 CB0254'AND FARM ROAD 387, 26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CB0254'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A
 CB0254'30-INCH TUBULAR METAL CULVERT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CB0254'HIGHWAY.
 CB0254
 CB0254                          STATION RECOVERY (1972)
 CB0254
 CB0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0255 ***********************************************************************
 CB0255  DESIGNATION -  X 1177 RESET 1972
 CB0255  PID         -  CB0255
 CB0255  STATE/COUNTY-  TX/STERLING
 CB0255  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0255
 CB0255                         *CURRENT SURVEY CONTROL
 CB0255  ___________________________________________________________________
 CB0255* NAD 83(1986)-  31 54 32.     (N)    100 50 32.     (W)     SCALED    
 CB0255* NAVD 88     -       793.12   (+/-2cm)    2602.1    (feet)  VERTCON   
 CB0255  ___________________________________________________________________
 CB0255  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0255
 CB0255  VERT ORDER  -  THIRD (See Below)
 CB0255
 CB0255.The horizontal coordinates were scaled from a topographic map and have
 CB0255.an estimated accuracy of +/- 6 seconds.
 CB0255
 CB0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0255.The vertical order pertains to the NGVD 29 superseded value.
 CB0255
 CB0255.The geoid height was determined by GEOID03.
 CB0255
 CB0255;                    North         East    Units  Estimated Accuracy
 CB0255;SPC TX C     - 3,248,680.      651,870.      MT  (+/- 180 meters Scaled)
 CB0255
 CB0255                          SUPERSEDED SURVEY CONTROL
 CB0255
 CB0255  NGVD 29 (01/29/03)  792.88   (m)         2601.3    (f) RESET       3  
 CB0255
 CB0255.Superseded values are not recommended for survey control.
 CB0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0255.See file dsdata.txt to determine how the superseded data were derived.
 CB0255
 CB0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA258318(NAD 83)
 CB0255_MARKER: DB = BENCH MARK DISK
 CB0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0255_STAMPING: X 1177 RESET 1972
 CB0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0255+STABILITY: SURFACE MOTION
 CB0255
 CB0255  HISTORY     - Date     Condition        Report By
 CB0255  HISTORY     - 1972     MONUMENTED       NGS
 CB0255
 CB0255                          STATION DESCRIPTION
 CB0255
 CB0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CB0255'12 MI NE FROM STERLING CITY.
 CB0255'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 158, WHICH
 CB0255'IS LOCATED AT THE EAST EDGE OF STERLING CITY.  GO NORTHERLY ON STATE
 CB0255'HIGHWAY 158 FOR 2.3 MILES TO BRIDGE, CONTINUE NORTHERLY ON STATE
 CB0255'HIGHWAY 158 FOR 8.9 MILES TO MARK ON THE RIGHT.  A STANDARD BENCH MARK
 CB0255'DISK SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE
 CB0255'GROUND AND IS STAMPED X 1177 RESET 1972.  IT IS 112 FEET WEST OF A
 CB0255'CONCRETE CULVERT, 93 FEET WEST OF A HI-LINE POLE, 48 FEET SOUTH OF THE
 CB0255'CENTER-LINE OF HIGHWAY, 2 FEET EAST OF A METAL WITNESS POST AND 1-FOOT
 CB0255'NORTH OF A T FENCE-CORNER.  IT IS 1.1 MILES WEST OF STERLING-COKE
 CB0255'COUNTY-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0414 ***********************************************************************
 CU0414  DESIGNATION -  X 1178
 CU0414  PID         -  CU0414
 CU0414  STATE/COUNTY-  TX/FISHER
 CU0414  USGS QUAD   -  HOBBS (1969)
 CU0414
 CU0414                         *CURRENT SURVEY CONTROL
 CU0414  ___________________________________________________________________
 CU0414* NAD 83(1986)-  32 50 38.     (N)    100 30 15.     (W)     SCALED    
 CU0414* NAVD 88     -       610.467  (meters)    2002.84   (feet)  ADJUSTED  
 CU0414  ___________________________________________________________________
 CU0414  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CU0414  DYNAMIC HT  -         609.673 (meters)    2000.24  (feet)  COMP
 CU0414  MODELED GRAV-     979,318.0   (mgal)                       NAVD 88
 CU0414
 CU0414  VERT ORDER  -  SECOND    CLASS 0
 CU0414
 CU0414.The horizontal coordinates were scaled from a topographic map and have
 CU0414.an estimated accuracy of +/- 6 seconds.
 CU0414
 CU0414.The orthometric height was determined by differential leveling
 CU0414.and adjusted by the National Geodetic Survey in June 1991..
 CU0414
 CU0414.The geoid height was determined by GEOID03.
 CU0414
 CU0414.The dynamic height is computed by dividing the NAVD 88
 CU0414.geopotential number by the normal gravity value computed on the
 CU0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0414.degrees latitude (g = 980.6199 gals.).
 CU0414
 CU0414.The modeled gravity was interpolated from observed gravity values.
 CU0414
 CU0414;                    North         East    Units  Estimated Accuracy
 CU0414;SPC TXNC     - 2,132,330.      412,410.      MT  (+/- 180 meters Scaled)
 CU0414
 CU0414                          SUPERSEDED SURVEY CONTROL
 CU0414
 CU0414  NGVD 29 (??/??/92)  610.218  (m)         2002.02   (f) ADJ UNCH    2 0
 CU0414
 CU0414.Superseded values are not recommended for survey control.
 CU0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0414.See file dsdata.txt to determine how the superseded data were derived.
 CU0414
 CU0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB592349(NAD 83)
 CU0414_MARKER: DB = BENCH MARK DISK
 CU0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0414_STAMPING: X 1178 1961
 CU0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0414+STABILITY: SURFACE MOTION
 CU0414
 CU0414  HISTORY     - Date     Condition        Report By
 CU0414  HISTORY     - 1961     MONUMENTED       CGS
 CU0414
 CU0414                          STATION DESCRIPTION
 CU0414
 CU0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0414'2.4 MI W FROM ROTAN.
 CU0414'ABOUT 2.4 MILES WEST ALONG FARM ROAD 611 FROM THE MOST SOUTHERLY OF A
 CU0414'GROUP OF SCHOOL BUILDINGS AT ROTAN, 0.2 MILE SOUTH OF A STONE
 CU0414'FARMHOUSE, 46 1/2 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 27
 CU0414'FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 55 FEET NORTHWEST OF THE
 CU0414'CENTER OF THE INTERSECTION OF THE TWO ROADS, 5 FEET SOUTH OF A POWER
 CU0414'POLE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 CU0414'ABOVE THE LEVEL OF THE FARM ROAD, AND SET IN THE TOP OF A CONCRETE
 CU0414'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0471 ***********************************************************************
 CU0471  DESIGNATION -  X 1179
 CU0471  PID         -  CU0471
 CU0471  STATE/COUNTY-  TX/SCURRY
 CU0471  USGS QUAD   -  SNYDER (1979)
 CU0471
 CU0471                         *CURRENT SURVEY CONTROL
 CU0471  ___________________________________________________________________
 CU0471* NAD 83(1986)-  32 39 59.     (N)    100 56 15.     (W)     SCALED    
 CU0471* NAVD 88     -       730.052  (meters)    2395.18   (feet)  ADJUSTED  
 CU0471  ___________________________________________________________________
 CU0471  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CU0471  DYNAMIC HT  -         729.088 (meters)    2392.02  (feet)  COMP
 CU0471  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 CU0471
 CU0471  VERT ORDER  -  SECOND    CLASS 0
 CU0471
 CU0471.The horizontal coordinates were scaled from a topographic map and have
 CU0471.an estimated accuracy of +/- 6 seconds.
 CU0471
 CU0471.The orthometric height was determined by differential leveling
 CU0471.and adjusted by the National Geodetic Survey in June 1991..
 CU0471
 CU0471.The geoid height was determined by GEOID03.
 CU0471
 CU0471.The dynamic height is computed by dividing the NAVD 88
 CU0471.geopotential number by the normal gravity value computed on the
 CU0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0471.degrees latitude (g = 980.6199 gals.).
 CU0471
 CU0471.The modeled gravity was interpolated from observed gravity values.
 CU0471
 CU0471;                    North         East    Units  Estimated Accuracy
 CU0471;SPC TXNC     - 2,113,510.      371,400.      MT  (+/- 180 meters Scaled)
 CU0471
 CU0471                          SUPERSEDED SURVEY CONTROL
 CU0471
 CU0471  NGVD 29 (??/??/92)  729.779  (m)         2394.28   (f) ADJ UNCH    2 0
 CU0471
 CU0471.Superseded values are not recommended for survey control.
 CU0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0471.See file dsdata.txt to determine how the superseded data were derived.
 CU0471
 CU0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB183159(NAD 83)
 CU0471_MARKER: DB = BENCH MARK DISK
 CU0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0471_STAMPING: X 1179 1961
 CU0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0471+STABILITY: SURFACE MOTION
 CU0471
 CU0471  HISTORY     - Date     Condition        Report By
 CU0471  HISTORY     - 1961     MONUMENTED       CGS
 CU0471
 CU0471                          STATION DESCRIPTION
 CU0471
 CU0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0471'4.95 MI SW FROM SNYDER.
 CU0471'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0471'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0471'3.85 MILES SOUTHWEST ALONG STATE HIGHWAY 350, 51 FEET NORTHWEST OF THE
 CU0471'CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHEAST OF A FENCE, 2.1 FEET
 CU0471'WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 CU0471'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0015 ***********************************************************************
 BN0015  DESIGNATION -  X 118
 BN0015  PID         -  BN0015
 BN0015  STATE/COUNTY-  TX/BURNET
 BN0015  USGS QUAD   -  BURNET (1967)
 BN0015
 BN0015                         *CURRENT SURVEY CONTROL
 BN0015  ___________________________________________________________________
 BN0015* NAD 83(1986)-  30 47 00.     (N)    098 12 54.     (W)     SCALED    
 BN0015* NAVD 88     -       429.672  (meters)    1409.68   (feet)  ADJUSTED  
 BN0015  ___________________________________________________________________
 BN0015  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 BN0015  DYNAMIC HT  -         429.093 (meters)    1407.78  (feet)  COMP
 BN0015  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 BN0015
 BN0015  VERT ORDER  -  SECOND    CLASS 0
 BN0015
 BN0015.The horizontal coordinates were scaled from a topographic map and have
 BN0015.an estimated accuracy of +/- 6 seconds.
 BN0015
 BN0015.The orthometric height was determined by differential leveling
 BN0015.and adjusted by the National Geodetic Survey in June 1991..
 BN0015
 BN0015.The geoid height was determined by GEOID03.
 BN0015
 BN0015.The dynamic height is computed by dividing the NAVD 88
 BN0015.geopotential number by the normal gravity value computed on the
 BN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0015.degrees latitude (g = 980.6199 gals.).
 BN0015
 BN0015.The modeled gravity was interpolated from observed gravity values.
 BN0015
 BN0015;                    North         East    Units  Estimated Accuracy
 BN0015;SPC TX C     - 3,125,720.      902,730.      MT  (+/- 180 meters Scaled)
 BN0015
 BN0015                          SUPERSEDED SURVEY CONTROL
 BN0015
 BN0015  NGVD 29 (??/??/92)  429.580  (m)         1409.38   (f) ADJ UNCH    2 0
 BN0015
 BN0015.Superseded values are not recommended for survey control.
 BN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0015.See file dsdata.txt to determine how the superseded data were derived.
 BN0015
 BN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV751058(NAD 83)
 BN0015_MARKER: DB = BENCH MARK DISK
 BN0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0015_STAMPING: X 118 1933
 BN0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0015+STABILITY: SURFACE MOTION
 BN0015
 BN0015  HISTORY     - Date     Condition        Report By
 BN0015  HISTORY     - 1933     MONUMENTED       CGS
 BN0015  HISTORY     - 1967     GOOD             USGS
 BN0015
 BN0015                          STATION DESCRIPTION
 BN0015
 BN0015'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0015'2.4 MI NE FROM BURNET.
 BN0015'BURNET, JUNCTION OF ST. HWY. 29 AND U. S. HWY. 281.  THENCE NORTH ON
 BN0015'U. S. HWY. 281 0.7 MI. TO F. M. RD. 963.  THENCE NORTHEAST ON F. M.
 BN0015'RD. 963 1.7 MI.  B. M. IS ABOUT 280 FT. EAST OF F. M. RD. 963 AT THE
 BN0015'SOUTHEAST END OF ALONG FILL ON THE OLD R. R. GRADE.  47 FT. SOUTH WEST
 BN0015'OF THE CENTER OF THE R. R. GRADE, 3 FT. NORTHEAST OF OLD R. O. W.
 BN0015'FENCE.  A STANDARD TABLET STAMPED X 118 1933 AND SET IN THE TOP OF A
 BN0015'CONCRETE POST 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0106 ***********************************************************************
 DP0106  DESIGNATION -  X 1180
 DP0106  PID         -  DP0106
 DP0106  STATE/COUNTY-  TX/KENT
 DP0106  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0106
 DP0106                         *CURRENT SURVEY CONTROL
 DP0106  ___________________________________________________________________
 DP0106* NAD 83(1986)-  33 09 58.     (N)    100 43 53.     (W)     SCALED    
 DP0106* NAVD 88     -       637.034  (meters)    2090.00   (feet)  ADJUSTED  
 DP0106  ___________________________________________________________________
 DP0106  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DP0106  DYNAMIC HT  -         636.242 (meters)    2087.40  (feet)  COMP
 DP0106  MODELED GRAV-     979,373.0   (mgal)                       NAVD 88
 DP0106
 DP0106  VERT ORDER  -  SECOND    CLASS 0
 DP0106
 DP0106.The horizontal coordinates were scaled from a topographic map and have
 DP0106.an estimated accuracy of +/- 6 seconds.
 DP0106
 DP0106.The orthometric height was determined by differential leveling
 DP0106.and adjusted by the National Geodetic Survey in June 1991..
 DP0106
 DP0106.The geoid height was determined by GEOID03.
 DP0106
 DP0106.The dynamic height is computed by dividing the NAVD 88
 DP0106.geopotential number by the normal gravity value computed on the
 DP0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0106.degrees latitude (g = 980.6199 gals.).
 DP0106
 DP0106.The modeled gravity was interpolated from observed gravity values.
 DP0106
 DP0106;                    North         East    Units  Estimated Accuracy
 DP0106;SPC TXNC     - 2,168,480.      391,900.      MT  (+/- 180 meters Scaled)
 DP0106
 DP0106                          SUPERSEDED SURVEY CONTROL
 DP0106
 DP0106  NGVD 29 (??/??/92)  636.772  (m)         2089.14   (f) ADJ UNCH    2 0
 DP0106
 DP0106.Superseded values are not recommended for survey control.
 DP0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0106.See file dsdata.txt to determine how the superseded data were derived.
 DP0106
 DP0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB385710(NAD 83)
 DP0106_MARKER: DB = BENCH MARK DISK
 DP0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0106_STAMPING: X 1180 1961
 DP0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0106+STABILITY: SURFACE MOTION
 DP0106
 DP0106  HISTORY     - Date     Condition        Report By
 DP0106  HISTORY     - 1961     MONUMENTED       CGS
 DP0106  HISTORY     - 1969     GOOD             USGS
 DP0106
 DP0106                          STATION DESCRIPTION
 DP0106
 DP0106'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0106'1.3 MI E FROM CLAIREMONT.
 DP0106'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0106'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, 0.25 MILE WEST OF A
 DP0106'WOODED RAVINE, 0.1 MILE EAST OF THE CREST OF A HILL, ON THE OUTSIDE OF
 DP0106'A CURVE IN THE HIGHWAY, 84 FEET NORTHERLY AND RADIALLY FROM THE
 DP0106'CENTERLINE OF HIGHWAY, 24 FEET SOUTH OF A BRACED POWER POLE, 2 FEET
 DP0106'SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 DP0106'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0311 ***********************************************************************
 AW0311  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0311  DESIGNATION -  X 1181
 AW0311  PID         -  AW0311
 AW0311  STATE/COUNTY-  TX/HARRIS
 AW0311  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0311
 AW0311                         *CURRENT SURVEY CONTROL
 AW0311  ___________________________________________________________________
 AW0311* NAD 83(1993)-  29 47 04.51676(N)    095 28 01.30931(W)     ADJUSTED  
 AW0311* NAVD 88     -        19.52   (meters)      64.0    (feet)  GPS OBS   
 AW0311  ___________________________________________________________________
 AW0311  X           -    -527,826.495 (meters)                     COMP
 AW0311  Y           -  -5,514,949.116 (meters)                     COMP
 AW0311  Z           -   3,149,668.019 (meters)                     COMP
 AW0311  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW0311  ELLIP HEIGHT-          -7.82  (meters)          (12/03/01) GPS OBS
 AW0311  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW0311  DYNAMIC HT  -          19.50  (meters)      64.0   (feet)  COMP
 AW0311  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 AW0311  OBS GRAVITY -     979,284.4   (mgal)                       GRAV_OBS
 AW0311
 AW0311  HORZ ORDER  -  FIRST
 AW0311  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0311  ELLP ORDER  -  FOURTH    CLASS II
 AW0311
 AW0311.The horizontal coordinates were established by GPS observations
 AW0311.and adjusted by the National Geodetic Survey in December 2001..
 AW0311
 AW0311.The orthometric height was determined by GPS observations and a
 AW0311.high-resolution geoid model using precise GPS observation and
 AW0311.processing techniques. It supersedes the leveled height previously
 AW0311.determined for this station.
 AW0311.WARNING-GPS observations at this control monument resulted in a GPS
 AW0311.derived orthometric height which differed from the leveled height by
 AW0311.more than one decimeter (0.1 meter).
 AW0311.The vertical order pertains to the first NAVD 88 superseded value.
 AW0311
 AW0311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0311
 AW0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0311
 AW0311.The ellipsoidal height was determined by GPS observations
 AW0311.and is referenced to NAD 83.
 AW0311
 AW0311.The geoid height was determined by GEOID03.
 AW0311
 AW0311.The dynamic height is computed by dividing the NAVD 88
 AW0311.geopotential number by the normal gravity value computed on the
 AW0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0311.degrees latitude (g = 980.6199 gals.).
 AW0311
 AW0311.The modeled gravity was interpolated from observed gravity values.
 AW0311.The observed gravity was obtained from relative gravimeter ties
 AW0311.to the IGSN71 gravity network.
 AW0311
 AW0311;                    North         East     Units Scale Factor Converg.
 AW0311;SPC TXSC     - 4,221,411.600   941,528.715   MT  0.99989394   +1 43 51.0
 AW0311;SPC TXSC     -13,849,747.89  3,088,998.79   sFT  0.99989394   +1 43 51.0
 AW0311;UTM  15      - 3,297,467.815   261,510.834   MT  1.00030182   -1 13 33.8
 AW0311
 AW0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0311!SPC TXSC     -   1.00000123  x   0.99989394  =   0.99989517
 AW0311!UTM  15      -   1.00000123  x   1.00030182  =   1.00030305
 AW0311
 AW0311                          SUPERSEDED SURVEY CONTROL
 AW0311
 AW0311  ELLIP H (10/25/00)   -7.78   (m)                       GP(       ) 4 1
 AW0311  NAD 83(1993)-  29 47 04.51698(N)    095 28 01.30823(W) AD(       ) 1
 AW0311  ELLIP H (10/17/96)   -7.67   (m)                       GP(       ) 3 1
 AW0311  NAVD 88 (06/15/91)   19.747  (m)           64.79   (f) ADJUSTED    1 1
 AW0311  NGVD 29 (12/23/87)   19.741  (m)           64.77   (f) ADJUSTED    1 1
 AW0311
 AW0311.Superseded values are not recommended for survey control.
 AW0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0311.See file dsdata.txt to determine how the superseded data were derived.
 AW0311
 AW0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6151197468(NAD 83)
 AW0311_MARKER: DB = BENCH MARK DISK
 AW0311_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0311_SP_SET: TOWER FOUNDATION
 AW0311_STAMPING: X 1181 1963
 AW0311_MARK LOGO: CGS   
 AW0311_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0311+STABILITY: SURFACE MOTION
 AW0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0311+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW0311
 AW0311  HISTORY     - Date     Condition        Report By
 AW0311  HISTORY     - 1963     MONUMENTED       CGS
 AW0311  HISTORY     - 1973     GOOD             NGS
 AW0311  HISTORY     - 1976     GOOD             NGS
 AW0311  HISTORY     - 1976     GOOD             NGS
 AW0311  HISTORY     - 1978     GOOD             NGS
 AW0311  HISTORY     - 1983     GOOD             NGS
 AW0311  HISTORY     - 1986     GOOD             NGS
 AW0311  HISTORY     - 19931023 GOOD             USPSQD
 AW0311  HISTORY     - 19950327 GOOD             HGCSD
 AW0311  HISTORY     - 20040413 GOOD             USPSQD
 AW0311
 AW0311                          STATION DESCRIPTION
 AW0311
 AW0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0311'7.1 MI W FROM HOUSTON.
 AW0311'ABOUT 7.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0311'CONTROL SWITCH BUILDING NO. 108 AT HOUSTON, ABOUT 7 1/2 RAILS EAST OF
 AW0311'THE CROSSING OF SILBER RD., 33 FEET NORTH OF THE NORTH RAIL, 15.3 FEET
 AW0311'SOUTH OF A CHAIN LINK FENCE SURROUNDING THE CAMERON IRON WORKS, INC.
 AW0311'BUILDINGS, SET IN THE TOP OF A CONCRETE BASE OF THE SOUTHWEST LEG OF
 AW0311'THE FIRST POWER LINE TOWER EAST OF SILBER ROAD, 0.8 FOOT SOUTHWEST OF
 AW0311'THE SOUTHWEST LEG OF THE TOWER, AND ABOUT 2 FEET BELOW THE LEVEL OF
 AW0311'THE TRACKS.
 AW0311
 AW0311                          STATION RECOVERY (1976)
 AW0311
 AW0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0311'RECOVERED IN GOOD CONDITION.
 AW0311
 AW0311                          STATION RECOVERY (1976)
 AW0311
 AW0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0311'RECOVERED IN GOOD CONDITION.
 AW0311
 AW0311                          STATION RECOVERY (1978)
 AW0311
 AW0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0311'RECOVERED IN GOOD CONDITION.
 AW0311
 AW0311                          STATION RECOVERY (1983)
 AW0311
 AW0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0311'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0311'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0311'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0311'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0311'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 11.4 KM (7.1 MI) WEST-NORTHWEST
 AW0311'ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD TO A POWERLINE TOWER AND THE
 AW0311'MARK SET IN TOP OF THE CONCRETE BASE OF THE SOUTHWEST LEG OF THE FIRST
 AW0311'POWER LINE TOWER EAST OF SILBER ROAD, WHICH IS INSIDE A TALL BOARD
 AW0311'SECURITY FENCE ON THE PROPERTY OF CAMERON IRON WORKS, 10.0 METERS
 AW0311'(33.0 FT) NORTH OF THE NORTH RAIL, AND 0.24 METERS (0.8 FT) SOUTHWEST
 AW0311'OF THE SOUTHWEST LEG OF THE TOWER.
 AW0311'THE MARK IS ABOVE LEVEL WITH GROUND.
 AW0311
 AW0311                          STATION RECOVERY (1986)
 AW0311
 AW0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0311'RECOVERED IN GOOD CONDITION.
 AW0311
 AW0311                          STATION RECOVERY (1993)
 AW0311
 AW0311'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0311'RECOVERED IN GOOD CONDITION.
 AW0311
 AW0311                          STATION RECOVERY (1995)
 AW0311
 AW0311'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0311'RECOVERED AS DESCRIBED.
 AW0311
 AW0311                          STATION RECOVERY (2004)
 AW0311
 AW0311'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2321 ***********************************************************************
 AW2321  DESIGNATION -  X 1182
 AW2321  PID         -  AW2321
 AW2321  STATE/COUNTY-  TX/HARRIS
 AW2321  USGS QUAD   -  BELLAIRE (1995)
 AW2321
 AW2321                         *CURRENT SURVEY CONTROL
 AW2321  ___________________________________________________________________
 AW2321* NAD 83(1986)-  29 42 22.     (N)    095 27 29.     (W)     SCALED    
 AW2321* NAVD 88     -        16.82   (+/-2cm)      55.2    (feet)  VERTCON   
 AW2321  ___________________________________________________________________
 AW2321  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2321
 AW2321  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2321
 AW2321.The horizontal coordinates were scaled from a topographic map and have
 AW2321.an estimated accuracy of +/- 6 seconds.
 AW2321
 AW2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2321.The vertical order pertains to the NGVD 29 superseded value.
 AW2321
 AW2321.The geoid height was determined by GEOID03.
 AW2321
 AW2321;                    North         East    Units  Estimated Accuracy
 AW2321;SPC TXSC     - 4,212,740.      942,660.      MT  (+/- 180 meters Scaled)
 AW2321
 AW2321                          SUPERSEDED SURVEY CONTROL
 AW2321
 AW2321  NGVD 29 (??/??/92)   16.812  (m)           55.16   (f) ADJ UNCH    1 2
 AW2321
 AW2321.Superseded values are not recommended for survey control.
 AW2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2321.See file dsdata.txt to determine how the superseded data were derived.
 AW2321
 AW2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN621887(NAD 83)
 AW2321_MARKER: DB = BENCH MARK DISK
 AW2321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2321_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2321_STAMPING: X 1182 1963
 AW2321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2321
 AW2321  HISTORY     - Date     Condition        Report By
 AW2321  HISTORY     - 1963     MONUMENTED       CGS
 AW2321  HISTORY     - 1973     GOOD             NGS
 AW2321  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2321  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AW2321  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2321  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2321  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW2321
 AW2321                          STATION DESCRIPTION
 AW2321
 AW2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2321'0.5 MI E FROM BELLAIRE.
 AW2321'0.5 MILE EAST ALONG BELLAIRE BOULEVARD FROM THE JUNCTION OF RICE
 AW2321'AVENUE AT BELLAIRE, AT THE NORTHWEST CORNER OF THE JUNCTION OF THE
 AW2321'WEST FRONTAGE ROAD OF WEST LOOP INTERSTATE HIGHWAY 610, 44 FEET NORTH
 AW2321'OF THE CENTER LINE OF THE NORTH LANES OF THE BOULEVARD, 86 FEET WEST
 AW2321'OF THE CENTER LINE OF THE WEST LANES OF THE ROAD, 50 FEET EAST OF THE
 AW2321'SOUTHEAST CORNER OF THE EAST ONE OF TWO BRICK GATE POST, 20 1/2 FEET
 AW2321'WEST OF THE SOUTH END OF A CYCLONE FENCE, 24 FEET-NORTHWEST OF A POWER
 AW2321'POLE BEARING A STREET LIGHT, 2.0 FEET SOUTH OF THE SOUTH FACE OF A
 AW2321'1-FOOT-HIGH BRICK WALL, 1.5 FEET EAST OF A WITNESS POST, ABOUT 1/2
 AW2321'FOOT HIGHER THAN THE BOULEVARD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW2321'COATED ROD DRIVEN 30 1/2 FEET.  THE UPPER PORTION OF THE ROD IS
 AW2321'ENCASED IN A 4-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AW2321'NOTE-- THE CASING WAS REPLACED AROUND THIS MARK BY THIS PARTY IN 1973.
 AW2321
 AW2321                          STATION RECOVERY (1978)
 AW2321
 AW2321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2321'BENCH MARK NOT RECOVERED.  NOTE=EVERYTHING USED FOR MEASUREMENTS NOW
 AW2321'GONE, MARK BELIEVED TO HAVE BEEN DESTROYED.
 AW2321
 AW2321                          STATION RECOVERY (1985)
 AW2321
 AW2321'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2321'MARK NOT FOUND.
 AW2321
 AW2321                          STATION RECOVERY (1987)
 AW2321
 AW2321'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2321'MARK NOT FOUND.
 AW2321
 AW2321                          STATION RECOVERY (1990)
 AW2321
 AW2321'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2321'MARK NOT FOUND.
 AW2321
 AW2321                          STATION RECOVERY (1993)
 AW2321
 AW2321'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3768 ***********************************************************************
 AW3768  DESIGNATION -  X 1183
 AW3768  PID         -  AW3768
 AW3768  STATE/COUNTY-  TX/HARRIS
 AW3768  USGS QUAD   -  JACINTO CITY (1982)
 AW3768
 AW3768                         *CURRENT SURVEY CONTROL
 AW3768  ___________________________________________________________________
 AW3768* NAD 83(1986)-  29 47 42.     (N)    095 14 39.     (W)     SCALED    
 AW3768* NAVD 88     -        10.03   (+/-2cm)      32.9    (feet)  VERTCON   
 AW3768  ___________________________________________________________________
 AW3768  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW3768
 AW3768  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3768
 AW3768.The horizontal coordinates were scaled from a topographic map and have
 AW3768.an estimated accuracy of +/- 6 seconds.
 AW3768
 AW3768.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3768.The vertical order pertains to the NGVD 29 superseded value.
 AW3768
 AW3768.The geoid height was determined by GEOID03.
 AW3768
 AW3768;                    North         East    Units  Estimated Accuracy
 AW3768;SPC TXSC     - 4,223,240.      963,030.      MT  (+/- 180 meters Scaled)
 AW3768
 AW3768                          SUPERSEDED SURVEY CONTROL
 AW3768
 AW3768  NGVD 29 (??/??/92)   10.022  (m)           32.88   (f) ADJ UNCH    1 2
 AW3768
 AW3768.Superseded values are not recommended for survey control.
 AW3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3768.See file dsdata.txt to determine how the superseded data were derived.
 AW3768
 AW3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN830981(NAD 83)
 AW3768_MARKER: DB = BENCH MARK DISK
 AW3768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3768_SP_SET: CONCRETE BLOCK
 AW3768_STAMPING: X 1183 1963
 AW3768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3768
 AW3768  HISTORY     - Date     Condition        Report By
 AW3768  HISTORY     - 1963     MONUMENTED       CGS
 AW3768  HISTORY     - 1964     GOOD             NGS
 AW3768  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW3768  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW3768
 AW3768                          STATION DESCRIPTION
 AW3768
 AW3768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3768'5.35 MI NE FROM GREENS BAYOU.
 AW3768'ABOUT 1.15 MILES WEST ALONG MARKET STREET FROM THE MARKET STREET
 AW3768'CHURCH AT GREENS BAYOU, THENCE 2.55 MILES NORTH ALONG MAXEY ROAD,
 AW3768'THENCE 1.65 MILES WEST ALONG WALLISVILLE ROAD, IN THE CENTER OF A
 AW3768'SMALL TRIANGULAR-SHAPED PLOT OF GROUND FORMING THE INTERSECTION OF
 AW3768'OATES ROAD, 44 FEET NORTH OF THE CENTER LINE OF WALLISVILLE ROAD, AT A
 AW3768'CURVE AND 40 FEET SOUTHEAST OF THE CENTER LINE OF OATES ROAD, SET IN
 AW3768'THE TOP OF AN 18-INCH SQUARE CONCRETE BLOCK, 91 FEET SOUTHWEST OF A
 AW3768'26-INCH OAK TREE, 62 FEET NORTHEAST OF A PAN AMERICAN CONCRETE GAS
 AW3768'LINE MARKER, 30 FEET SOUTHWEST OF THE CENTER LINE OF OATES ROAD AT A
 AW3768'CURVE, AND ABOUT FLUSH WITH THE GROUND.
 AW3768
 AW3768                          STATION RECOVERY (1967)
 AW3768
 AW3768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW3768'MARK NOT FOUND.
 AW3768
 AW3768                          STATION RECOVERY (1998)
 AW3768
 AW3768'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0540 ***********************************************************************
 AW0540  DESIGNATION -  X 1184
 AW0540  PID         -  AW0540
 AW0540  STATE/COUNTY-  TX/GALVESTON
 AW0540  USGS QUAD   -  HITCHCOCK (1974)
 AW0540
 AW0540                         *CURRENT SURVEY CONTROL
 AW0540  ___________________________________________________________________
 AW0540* NAD 83(1986)-  29 18 36.     (N)    095 06 18.     (W)     SCALED    
 AW0540* NAVD 88     -         5.17   (+/-2cm)      17.0    (feet)  VERTCON   
 AW0540  ___________________________________________________________________
 AW0540  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW0540
 AW0540  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0540
 AW0540.The horizontal coordinates were scaled from a topographic map and have
 AW0540.an estimated accuracy of +/- 6 seconds.
 AW0540
 AW0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0540.The vertical order pertains to the NGVD 29 superseded value.
 AW0540
 AW0540.The geoid height was determined by GEOID03.
 AW0540
 AW0540;                    North         East    Units  Estimated Accuracy
 AW0540;SPC TXSC     - 4,169,950.      978,270.      MT  (+/- 180 meters Scaled)
 AW0540
 AW0540                          SUPERSEDED SURVEY CONTROL
 AW0540
 AW0540  NGVD 29 (??/??/92)    5.162  (m)           16.94   (f) ADJ UNCH    1 1
 AW0540
 AW0540.Superseded values are not recommended for survey control.
 AW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0540.See file dsdata.txt to determine how the superseded data were derived.
 AW0540
 AW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN955441(NAD 83)
 AW0540_MARKER: DB = BENCH MARK DISK
 AW0540_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0540_SP_SET: 40 FEET
 AW0540_STAMPING: X 1184 1964
 AW0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0540
 AW0540  HISTORY     - Date     Condition        Report By
 AW0540  HISTORY     - 1964     MONUMENTED       CGS
 AW0540  HISTORY     - 1978     GOOD             NGS
 AW0540  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW0540
 AW0540                          STATION DESCRIPTION
 AW0540
 AW0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0540'5.3 MI SW FROM ALTA LOMA.
 AW0540'5.3 MILES SOUTHWEST ALONG FARM ROAD 1561 FROM THE GULF, COLORADO, AND
 AW0540'SANTA FE RAILWAY STATION AT ALTA LOMA, 47 FEET NORTH OF THE CENTER
 AW0540'LINE OF THE ROAD, 94 FEET EAST OF THE CENTER OF AN IRRIGATION CANAL,
 AW0540'16 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH ALONG
 AW0540'THE EAST SIDE OF THE CANAL, 1 1/2 FEET SOUTH OF A FENCE, 5.0 FEET WEST
 AW0540'OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP
 AW0540'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET
 AW0540'AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 4 INCHES.
 AW0540
 AW0540                          STATION RECOVERY (1978)
 AW0540
 AW0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0540'3.9 MILES SOUTH ALONG PAVED ROAD FARM 646 FROM ITS JUNCTION WITH THE
 AW0540'GULF, COLORADO, AND SANTA FE RAILROAD TRACKS AT ALTA LOMA, THENCE
 AW0540'1.45 MILES SOUTHWEST ALONG FARM ROAD 2004, 47 FT NORTH OF THE
 AW0540'CENTER LINE OF THE ROAD, 94 FT EAST OF THE CENTER OF AN IRRIGATION
 AW0540'CANAL, 16 FT WEST OF THE CENTER OF A PRIVATE ROAD LEADING NORTH
 AW0540'ALONG THE CANAL, 1.5 FT SOUTH OF A FENCE.
 AW0540
 AW0540                          STATION RECOVERY (1994)
 AW0540
 AW0540'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0515 ***********************************************************************
 BL0515  DESIGNATION -  X 1185
 BL0515  PID         -  BL0515
 BL0515  STATE/COUNTY-  TX/LIBERTY
 BL0515  USGS QUAD   -  DAYTON (1984)
 BL0515
 BL0515                         *CURRENT SURVEY CONTROL
 BL0515  ___________________________________________________________________
 BL0515* NAD 83(1986)-  30 00 55.     (N)    094 52 35.     (W)     SCALED    
 BL0515* NAVD 88     -        20.94   (+/-2cm)      68.7    (feet)  VERTCON   
 BL0515  ___________________________________________________________________
 BL0515  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0515
 BL0515  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0515
 BL0515.The horizontal coordinates were scaled from a topographic map and have
 BL0515.an estimated accuracy of +/- 6 seconds.
 BL0515
 BL0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0515.The vertical order pertains to the NGVD 29 superseded value.
 BL0515
 BL0515.The geoid height was determined by GEOID03.
 BL0515
 BL0515;                    North         East    Units  Estimated Accuracy
 BL0515;SPC TX C     - 3,051,560.    1,226,240.      MT  (+/- 180 meters Scaled)
 BL0515
 BL0515                          SUPERSEDED SURVEY CONTROL
 BL0515
 BL0515  NGVD 29 (??/??/92)   20.942  (m)           68.71   (f) ADJ UNCH    1 2
 BL0515
 BL0515.Superseded values are not recommended for survey control.
 BL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0515.See file dsdata.txt to determine how the superseded data were derived.
 BL0515
 BL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP190219(NAD 83)
 BL0515_MARKER: DB = BENCH MARK DISK
 BL0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0515_SP_SET: CULVERT
 BL0515_STAMPING: X 1185 1964
 BL0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0515
 BL0515  HISTORY     - Date     Condition        Report By
 BL0515  HISTORY     - 1964     MONUMENTED       CGS
 BL0515  HISTORY     - 1978     GOOD             NGS
 BL0515  HISTORY     - 1988     GOOD             USPSQD
 BL0515  HISTORY     - 1989     GOOD             USPSQD
 BL0515  HISTORY     - 1990     GOOD             USPSQD
 BL0515  HISTORY     - 20040315 GOOD             USPSQD
 BL0515
 BL0515                          STATION DESCRIPTION
 BL0515
 BL0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL0515'2.7 MI SE FROM DAYTON.
 BL0515'ABOUT 0.15 MILE NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE DAYTON HIGH
 BL0515'SCHOOL, THENCE 2.55 MILES SOUTH ALONG FARM ROAD 1409, 28 FEET NORTH OF
 BL0515'THE EXTENDED CENTER LINE OF DAY LAKE ROAD LEADING EAST, 15 FEET WEST
 BL0515'OF THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE SOUTH END
 BL0515'OF THE WEST CONCRETE HEAD WALL OF A 6-CHANNEL CONCRETE CULVERT, 2 1/2
 BL0515'FEET NORTH OF THE SOUTH END OF THE CULVERT, AND ABOUT 4 INCHES ABOVE
 BL0515'THE LEVEL OF THE HIGHWAY.
 BL0515
 BL0515                          STATION RECOVERY (1978)
 BL0515
 BL0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0515'RECOVERED IN GOOD CONDITION.
 BL0515
 BL0515                          STATION RECOVERY (1988)
 BL0515
 BL0515'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0515'RECOVERED IN GOOD CONDITION.
 BL0515
 BL0515                          STATION RECOVERY (1989)
 BL0515
 BL0515'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0515'RECOVERED IN GOOD CONDITION.
 BL0515
 BL0515                          STATION RECOVERY (1990)
 BL0515
 BL0515'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0515'RECOVERED IN GOOD CONDITION.
 BL0515
 BL0515                          STATION RECOVERY (2004)
 BL0515
 BL0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1610 ***********************************************************************
 AW1610  DESIGNATION -  X 1186
 AW1610  PID         -  AW1610
 AW1610  STATE/COUNTY-  TX/GALVESTON
 AW1610  USGS QUAD   -  TEXAS CITY (1994)
 AW1610
 AW1610                         *CURRENT SURVEY CONTROL
 AW1610  ___________________________________________________________________
 AW1610* NAD 83(1986)-  29 29 26.     (N)    094 58 01.     (W)     SCALED    
 AW1610* NAVD 88     -         2.48   (+/-2cm)       8.1    (feet)  VERTCON   
 AW1610  ___________________________________________________________________
 AW1610  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW1610
 AW1610  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1610
 AW1610.The horizontal coordinates were scaled from a topographic map and have
 AW1610.an estimated accuracy of +/- 6 seconds.
 AW1610
 AW1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1610.The vertical order pertains to the NGVD 29 superseded value.
 AW1610
 AW1610.The geoid height was determined by GEOID03.
 AW1610
 AW1610;                    North         East    Units  Estimated Accuracy
 AW1610;SPC TXSC     - 4,190,410.      990,980.      MT  (+/- 180 meters Scaled)
 AW1610
 AW1610                          SUPERSEDED SURVEY CONTROL
 AW1610
 AW1610  NGVD 29 (??/??/92)    2.476  (m)            8.12   (f) ADJ UNCH    1 2
 AW1610
 AW1610.Superseded values are not recommended for survey control.
 AW1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1610.See file dsdata.txt to determine how the superseded data were derived.
 AW1610
 AW1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN093639(NAD 83)
 AW1610_MARKER: DB = BENCH MARK DISK
 AW1610_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1610_SP_SET: 40 FT.
 AW1610_STAMPING: X 1186 1964
 AW1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1610
 AW1610  HISTORY     - Date     Condition        Report By
 AW1610  HISTORY     - 1964     MONUMENTED       CGS
 AW1610  HISTORY     - 1973     GOOD             NGS
 AW1610  HISTORY     - 1978     GOOD             NGS
 AW1610  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1610  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1610  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1610  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1610  HISTORY     - 1988     GOOD             NGS
 AW1610  HISTORY     - 1988     GOOD             USPSQD
 AW1610  HISTORY     - 1988     GOOD             USPSQD
 AW1610  HISTORY     - 1988     GOOD             USPSQD
 AW1610  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1610  HISTORY     - 1988     GOOD             USPSQD
 AW1610  HISTORY     - 1988     GOOD             USPSQD
 AW1610  HISTORY     - 1988     GOOD             USPSQD
 AW1610  HISTORY     - 1988     GOOD             USPSQD
 AW1610  HISTORY     - 1988     GOOD             USPSQD
 AW1610  HISTORY     - 1988     GOOD             USPSQD
 AW1610  HISTORY     - 1989     GOOD             USPSQD
 AW1610  HISTORY     - 1989     POOR             USPSQD
 AW1610  HISTORY     - 1990     GOOD             USPSQD
 AW1610  HISTORY     - 19900129 POOR             USPSQD
 AW1610  HISTORY     - 1991     GOOD             USPSQD
 AW1610  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 AW1610  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW1610
 AW1610                          STATION DESCRIPTION
 AW1610
 AW1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1610'4.1 MI SW FROM SAN LEON.
 AW1610'4.1 MILES SOUTH AND WEST ALONG FARM ROAD NO. 517 FROM THE POST OFFICE
 AW1610'AT SAN LEON, IN A TRIANGLE FORMED BY ROADS, 83.0 FEET NORTHWEST OF THE
 AW1610'CENTER LINE OF A CURVE IN THE FARM ROAD, 120.0 FEET SOUTH OF THE
 AW1610'CENTER LINE OF THE EAST-WEST ROAD 75.0 FEET EAST OF THE NORTHEAST
 AW1610'CORNER OF A GROCERY STORE, 124.0 FEET NORTHEAST OF THE NORTHEAST
 AW1610'CORNER OF A FRAME HOUSE, 36.0 FEET SOUTH-SOUTHEAST OF A SMALL TIN
 AW1610'BUILDING, 1.2 FEEET NORTH OF A WITNESS POST, A DISK ON THE TOP OF A
 AW1610'5/8-INCH COPPER COATED ROD DRIVEN TO REFUSAL AT A DEPTH OF 40 FEET.
 AW1610'THE UPPER PORTION OF THE ROD IS ENCASED IN A 5-INCH CAST-IRON PIPE
 AW1610'PROJECTING 0.2 FOOT ABOVE THE GROUND, AND 2.0 FEET LOWER THAN THE
 AW1610'ROAD.
 AW1610
 AW1610                          STATION RECOVERY (1978)
 AW1610
 AW1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1987)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1610'MARK NOT FOUND.
 AW1610
 AW1610                          STATION RECOVERY (1987)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 AW1610'MARK NOT FOUND.
 AW1610
 AW1610                          STATION RECOVERY (1987)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1610'MARK NOT FOUND.
 AW1610
 AW1610                          STATION RECOVERY (1987)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1610'MARK NOT FOUND.
 AW1610
 AW1610                          STATION RECOVERY (1988)
 AW1610
 AW1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (TT)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1988)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1988)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1988)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1988)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1610'MARK NOT FOUND.
 AW1610
 AW1610                          STATION RECOVERY (1988)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1988)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1988)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1988)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1988)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1988)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1989)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1989)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1610'MARK RECOVERED IN POOR CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1990)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1990)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1990 (DJW)
 AW1610'MARK RECOVERED IN POOR CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1991)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1610'RECOVERED IN GOOD CONDITION.
 AW1610
 AW1610                          STATION RECOVERY (1999)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1610'MARK NOT FOUND.
 AW1610
 AW1610                          STATION RECOVERY (2004)
 AW1610
 AW1610'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1610'THE MEASUREMENTS FOR THE MARK SHOW IT TO BE UNDER A GRADED GROUND
 AW1610'CONCRETE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3484 ***********************************************************************
 AW3484  DESIGNATION -  X 1188
 AW3484  PID         -  AW3484
 AW3484  STATE/COUNTY-  TX/HARRIS
 AW3484  USGS QUAD   -  LA PORTE (1982)
 AW3484
 AW3484                         *CURRENT SURVEY CONTROL
 AW3484  ___________________________________________________________________
 AW3484* NAD 83(1986)-  29 41 58.     (N)    095 00 36.     (W)     SCALED    
 AW3484* NAVD 88     -         3.31   (+/-2cm)      10.9    (feet)  VERTCON   
 AW3484  ___________________________________________________________________
 AW3484  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3484
 AW3484  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3484
 AW3484.The horizontal coordinates were scaled from a topographic map and have
 AW3484.an estimated accuracy of +/- 6 seconds.
 AW3484
 AW3484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3484.The vertical order pertains to the NGVD 29 superseded value.
 AW3484
 AW3484.The geoid height was determined by GEOID03.
 AW3484
 AW3484;                    North         East    Units  Estimated Accuracy
 AW3484;SPC TXSC     - 4,213,400.      986,020.      MT  (+/- 180 meters Scaled)
 AW3484
 AW3484                          SUPERSEDED SURVEY CONTROL
 AW3484
 AW3484  NGVD 29 (??/??/92)    3.313  (m)           10.87   (f) ADJ UNCH    1 2
 AW3484
 AW3484.Superseded values are not recommended for survey control.
 AW3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3484.See file dsdata.txt to determine how the superseded data were derived.
 AW3484
 AW3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN055871(NAD 83)
 AW3484_MARKER: DB = BENCH MARK DISK
 AW3484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3484_SP_SET: 56 FT.
 AW3484_STAMPING: X 1188 1964
 AW3484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3484
 AW3484  HISTORY     - Date     Condition        Report By
 AW3484  HISTORY     - 1964     MONUMENTED       CGS
 AW3484
 AW3484                          STATION DESCRIPTION
 AW3484
 AW3484'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3484'2.3 MI NW FROM MORGAN POINT.
 AW3484'ABOUT 2.3 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3484'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, 0.85 MILE EAST OF
 AW3484'THE SOUTHWEST END OF THE BAYTOWN-LA PORTE TUNNEL, ON SPILMAN ISLAND,
 AW3484'ABOUT 100 YARDS SOUTH OF THE HIGH WATER LINE OF THE CHANNEL, 97 FEET
 AW3484'SOUTH OF THE CENTER OF A DIRT LEVEE, 34 FEET SOUTHWEST OF THE
 AW3484'SOUTHWEST EDGE OF A SMALL BARROW PIT, ON THE CREST OF A SMALL SHELL
 AW3484'RISE, 1.0 FOOT WEST OF A METAL WITNESS POST, A DISK ON THE TOP OF A
 AW3484'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET AND IS
 AW3484'ENCASED IN A 6-INCH CONCRETE TILE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0119 ***********************************************************************
 CC0119  DESIGNATION -  X 1189
 CC0119  PID         -  CC0119
 CC0119  STATE/COUNTY-  TX/MIDLAND
 CC0119  USGS QUAD   -  BRYANT RANCH (1974)
 CC0119
 CC0119                         *CURRENT SURVEY CONTROL
 CC0119  ___________________________________________________________________
 CC0119* NAD 83(1986)-  31 46 18.     (N)    102 01 35.     (W)     SCALED    
 CC0119* NAVD 88     -       832.361  (meters)    2730.84   (feet)  ADJUSTED  
 CC0119  ___________________________________________________________________
 CC0119  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CC0119  DYNAMIC HT  -         831.183 (meters)    2726.97  (feet)  COMP
 CC0119  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 CC0119
 CC0119  VERT ORDER  -  SECOND    CLASS 0
 CC0119
 CC0119.The horizontal coordinates were scaled from a topographic map and have
 CC0119.an estimated accuracy of +/- 6 seconds.
 CC0119
 CC0119.The orthometric height was determined by differential leveling
 CC0119.and adjusted by the National Geodetic Survey in June 1991..
 CC0119
 CC0119.The geoid height was determined by GEOID03.
 CC0119
 CC0119.The dynamic height is computed by dividing the NAVD 88
 CC0119.geopotential number by the normal gravity value computed on the
 CC0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0119.degrees latitude (g = 980.6199 gals.).
 CC0119
 CC0119.The modeled gravity was interpolated from observed gravity values.
 CC0119
 CC0119;                    North         East    Units  Estimated Accuracy
 CC0119;SPC TX C     - 3,234,580.      539,630.      MT  (+/- 180 meters Scaled)
 CC0119
 CC0119                          SUPERSEDED SURVEY CONTROL
 CC0119
 CC0119  NGVD 29 (??/??/92)  832.012  (m)         2729.69   (f) ADJ UNCH    2 0
 CC0119
 CC0119.Superseded values are not recommended for survey control.
 CC0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0119.See file dsdata.txt to determine how the superseded data were derived.
 CC0119
 CC0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR816189(NAD 83)
 CC0119_MARKER: DB = BENCH MARK DISK
 CC0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0119_STAMPING: X 1189 1967
 CC0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0119+STABILITY: SURFACE MOTION
 CC0119
 CC0119  HISTORY     - Date     Condition        Report By
 CC0119  HISTORY     - 1967     MONUMENTED       CGS
 CC0119  HISTORY     - 20010217 GOOD             USPSQD
 CC0119
 CC0119                          STATION DESCRIPTION
 CC0119
 CC0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0119'15.8 MI S FROM MIDLAND.
 CC0119'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0119'THE STATION AT MIDLAND, THENCE 15.65 MILES SOUTH ALONG STATE HIGHWAY
 CC0119'349, 0.3 MILE NORTH OF A CURVE IN THE HIGHWAY, 58 1/2 FEET WEST OF THE
 CC0119'CENTER LINE OF THE HIGHWAY, 67 FEET SOUTH OF A POWER POLE, 21 1/2 FEET
 CC0119'SOUTH OF A FENCE CORNER POST, 2 1/2 FEET EAST OF A FENCE, 2.5 FEET
 CC0119'SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 CC0119'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8
 CC0119'INCHES.
 CC0119
 CC0119                          STATION RECOVERY (2001)
 CC0119
 CC0119'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0200 ***********************************************************************
 BN0200  DESIGNATION -  X 119
 BN0200  PID         -  BN0200
 BN0200  STATE/COUNTY-  TX/LLANO
 BN0200  USGS QUAD   -  LLANO SOUTH (1982)
 BN0200
 BN0200                         *CURRENT SURVEY CONTROL
 BN0200  ___________________________________________________________________
 BN0200* NAD 83(1986)-  30 44 52.     (N)    098 39 05.     (W)     SCALED    
 BN0200* NAVD 88     -       305.617  (meters)    1002.68   (feet)  ADJUSTED  
 BN0200  ___________________________________________________________________
 BN0200  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 BN0200  DYNAMIC HT  -         305.213 (meters)    1001.35  (feet)  COMP
 BN0200  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 BN0200
 BN0200  VERT ORDER  -  SECOND    CLASS 0
 BN0200
 BN0200.The horizontal coordinates were scaled from a topographic map and have
 BN0200.an estimated accuracy of +/- 6 seconds.
 BN0200
 BN0200.The orthometric height was determined by differential leveling
 BN0200.and adjusted by the National Geodetic Survey in June 1991..
 BN0200
 BN0200.The geoid height was determined by GEOID03.
 BN0200
 BN0200.The dynamic height is computed by dividing the NAVD 88
 BN0200.geopotential number by the normal gravity value computed on the
 BN0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0200.degrees latitude (g = 980.6199 gals.).
 BN0200
 BN0200.The modeled gravity was interpolated from observed gravity values.
 BN0200
 BN0200;                    North         East    Units  Estimated Accuracy
 BN0200;SPC TX C     - 3,121,060.      861,030.      MT  (+/- 180 meters Scaled)
 BN0200
 BN0200                          SUPERSEDED SURVEY CONTROL
 BN0200
 BN0200  NGVD 29 (??/??/92)  305.574  (m)         1002.54   (f) ADJ UNCH    2 0
 BN0200
 BN0200.Superseded values are not recommended for survey control.
 BN0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0200.See file dsdata.txt to determine how the superseded data were derived.
 BN0200
 BN0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV333017(NAD 83)
 BN0200_MARKER: DB = BENCH MARK DISK
 BN0200_SETTING: 66 = SET IN ROCK OUTCROP
 BN0200_SP_SET: GRANITE ROCK
 BN0200_STAMPING: X-119 1933
 BN0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0200+STABILITY: POSITION/ELEVATION WELL
 BN0200
 BN0200  HISTORY     - Date     Condition        Report By
 BN0200  HISTORY     - 1933     MONUMENTED       CGS
 BN0200
 BN0200                          STATION DESCRIPTION
 BN0200
 BN0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0200'1.5 MI E FROM LLANO.
 BN0200'ALONG THE TEXAS AND NEW ORLEANS R.R. ABOUT 285 FT. EAST OF SWITCH AT
 BN0200'TEICH AND 2 POLES WEST OF M.P. 98 AND 60 FT. EAST OF CULVERT 98-A AND
 BN0200'20 FT. SOUTH OF THE CENTERLINE OF THE TRACKS IN A LARGE RED GRANITE
 BN0200'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0509 ***********************************************************************
 CB0509  DESIGNATION -  X 1190
 CB0509  PID         -  CB0509
 CB0509  STATE/COUNTY-  TX/UPTON
 CB0509  USGS QUAD   -  MIDKIFF SW (1968)
 CB0509
 CB0509                         *CURRENT SURVEY CONTROL
 CB0509  ___________________________________________________________________
 CB0509* NAD 83(1986)-  31 30 46.     (N)    101 56 41.     (W)     SCALED    
 CB0509* NAVD 88     -       840.776  (meters)    2758.45   (feet)  ADJUSTED  
 CB0509  ___________________________________________________________________
 CB0509  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0509  DYNAMIC HT  -         839.566 (meters)    2754.48  (feet)  COMP
 CB0509  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 CB0509
 CB0509  VERT ORDER  -  SECOND    CLASS 0
 CB0509
 CB0509.The horizontal coordinates were scaled from a topographic map and have
 CB0509.an estimated accuracy of +/- 6 seconds.
 CB0509
 CB0509.The orthometric height was determined by differential leveling
 CB0509.and adjusted by the National Geodetic Survey in June 1991..
 CB0509
 CB0509.The geoid height was determined by GEOID03.
 CB0509
 CB0509.The dynamic height is computed by dividing the NAVD 88
 CB0509.geopotential number by the normal gravity value computed on the
 CB0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0509.degrees latitude (g = 980.6199 gals.).
 CB0509
 CB0509.The modeled gravity was interpolated from observed gravity values.
 CB0509
 CB0509;                    North         East    Units  Estimated Accuracy
 CB0509;SPC TX C     - 3,205,760.      546,950.      MT  (+/- 180 meters Scaled)
 CB0509
 CB0509                          SUPERSEDED SURVEY CONTROL
 CB0509
 CB0509  NGVD 29 (??/??/92)  840.437  (m)         2757.33   (f) ADJ UNCH    2 0
 CB0509
 CB0509.Superseded values are not recommended for survey control.
 CB0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0509.See file dsdata.txt to determine how the superseded data were derived.
 CB0509
 CB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV203901(NAD 83)
 CB0509_MARKER: DB = BENCH MARK DISK
 CB0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0509_STAMPING: X 1190 1967
 CB0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0509+STABILITY: SURFACE MOTION
 CB0509
 CB0509  HISTORY     - Date     Condition        Report By
 CB0509  HISTORY     - 1967     MONUMENTED       CGS
 CB0509  HISTORY     - 20010217 GOOD             USPSQD
 CB0509
 CB0509                          STATION DESCRIPTION
 CB0509
 CB0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0509'20.0 MI N FROM RANKIN.
 CB0509'ABOUT 20.0 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0509'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.4 MILE NORTH
 CB0509'OF THE JUNCTION OF THE HIGHWAY AND THE DRIVEWAY WHICH LEADS TO THE
 CB0509'W.T. HOLLOMAN RANCH, 57 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CB0509'138 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NUMBER
 CB0509'1225, 20 FEET NORTH OF A POWER POLE, 2 1/2 FEET EAST OF A FENCE, 2.2
 CB0509'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 CB0509'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7
 CB0509'INCHES.
 CB0509
 CB0509                          STATION RECOVERY (2001)
 CB0509
 CB0509'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0707 ***********************************************************************
 AX0707  DESIGNATION -  X 1192
 AX0707  PID         -  AX0707
 AX0707  STATE/COUNTY-  TX/JACKSON
 AX0707  USGS QUAD   -  GANADO (1981)
 AX0707
 AX0707                         *CURRENT SURVEY CONTROL
 AX0707  ___________________________________________________________________
 AX0707* NAD 83(1986)-  29 04 08.     (N)    096 31 08.     (W)     SCALED    
 AX0707* NAVD 88     -        21.76   (+/-2cm)      71.4    (feet)  VERTCON   
 AX0707  ___________________________________________________________________
 AX0707  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0707
 AX0707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0707
 AX0707.The horizontal coordinates were scaled from a topographic map and have
 AX0707.an estimated accuracy of +/- 6 seconds.
 AX0707
 AX0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0707.The vertical order pertains to the NGVD 29 superseded value.
 AX0707
 AX0707.The geoid height was determined by GEOID03.
 AX0707
 AX0707;                    North         East    Units  Estimated Accuracy
 AX0707;SPC TXSC     - 4,139,500.      841,550.      MT  (+/- 180 meters Scaled)
 AX0707
 AX0707                          SUPERSEDED SURVEY CONTROL
 AX0707
 AX0707  NGVD 29 (??/??/92)   21.768  (m)           71.42   (f) ADJ UNCH    2 0
 AX0707
 AX0707.Superseded values are not recommended for survey control.
 AX0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0707.See file dsdata.txt to determine how the superseded data were derived.
 AX0707
 AX0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT415181(NAD 83)
 AX0707_MARKER: DB = BENCH MARK DISK
 AX0707_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0707_SP_SET: 43 FT.
 AX0707_STAMPING: X 1192 1972
 AX0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0707
 AX0707  HISTORY     - Date     Condition        Report By
 AX0707  HISTORY     - 1972     MONUMENTED       NGS
 AX0707  HISTORY     - 19980725 GOOD             USPSQD
 AX0707
 AX0707                          STATION DESCRIPTION
 AX0707
 AX0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0707'1.9 MI N FROM GANADO.
 AX0707'ABOUT 1.9 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0707'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, AT THE JUNCTION OF MATUS
 AX0707'ROAD WHICH LEADS WEST, 40 FEET WEST OF THE CENTER LINE OF THE FARM
 AX0707'ROAD, 38 FEET SOUTH OF THE CENTER LINE OF MATUS ROAD, 4 FEET SOUTH OF
 AX0707'A POWER POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AX0707'THE HIGHWAY, AND ON THE TOP OF A COPPER COATED ROD WHICH IS LEVEL WITH
 AX0707'THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE
 AX0707'WHICH PROJECTS 3 INCHES.  THE DISK WAS DRIVEN TO REFUSAL AT A DEPTH OF
 AX0707'43 FEET.
 AX0707
 AX0707                          STATION RECOVERY (1998)
 AX0707
 AX0707'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0651 ***********************************************************************
 AX0651  DESIGNATION -  X 1193
 AX0651  PID         -  AX0651
 AX0651  STATE/COUNTY-  TX/JACKSON
 AX0651  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0651
 AX0651                         *CURRENT SURVEY CONTROL
 AX0651  ___________________________________________________________________
 AX0651* NAD 83(1986)-  29 03 25.     (N)    096 40 52.     (W)     SCALED    
 AX0651* NAVD 88     -        26.184  (meters)      85.91   (feet)  ADJUSTED  
 AX0651  ___________________________________________________________________
 AX0651  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0651  DYNAMIC HT  -          26.147 (meters)      85.78  (feet)  COMP
 AX0651  MODELED GRAV-     979,219.1   (mgal)                       NAVD 88
 AX0651
 AX0651  VERT ORDER  -  FIRST     CLASS I
 AX0651
 AX0651.The horizontal coordinates were scaled from a topographic map and have
 AX0651.an estimated accuracy of +/- 6 seconds.
 AX0651
 AX0651.The orthometric height was determined by differential leveling
 AX0651.and adjusted by the National Geodetic Survey in June 1991..
 AX0651
 AX0651.The geoid height was determined by GEOID03.
 AX0651
 AX0651.The dynamic height is computed by dividing the NAVD 88
 AX0651.geopotential number by the normal gravity value computed on the
 AX0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0651.degrees latitude (g = 980.6199 gals.).
 AX0651
 AX0651.The modeled gravity was interpolated from observed gravity values.
 AX0651
 AX0651;                    North         East    Units  Estimated Accuracy
 AX0651;SPC TXSC     - 4,137,850.      825,780.      MT  (+/- 180 meters Scaled)
 AX0651
 AX0651                          SUPERSEDED SURVEY CONTROL
 AX0651
 AX0651  NGVD 29 (??/??/92)   26.197  (m)           85.95   (f) ADJ UNCH    1 1
 AX0651
 AX0651.Superseded values are not recommended for survey control.
 AX0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0651.See file dsdata.txt to determine how the superseded data were derived.
 AX0651
 AX0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT257165(NAD 83)
 AX0651_MARKER: DB = BENCH MARK DISK
 AX0651_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0651+WITH SETTING: INTO GROUND
 AX0651_STAMPING: X 1193 1972
 AX0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0651+STABILITY: SURFACE MOTION
 AX0651
 AX0651  HISTORY     - Date     Condition        Report By
 AX0651  HISTORY     - 1972     MONUMENTED       NGS
 AX0651
 AX0651                          STATION DESCRIPTION
 AX0651
 AX0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0651'5.85 MI NW FROM EDNA.
 AX0651'ABOUT 5.85 MILES NORTHWEST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AX0651'AT EDNA, 0.3 MILE SOUTHEAST OF THE INTERSECTION OF THE HIGHWAY. HILL
 AX0651'ROAD AND CORDELE ROAD, 161 FEET SOUTHEAST OF THE CENTER OF A CATTLE
 AX0651'GUARD RAIL ACROSS LANE TO RANCH, 72.7 FEET NORTHEAST OF THE CENTER
 AX0651'LINE OF THE HIGHWAY, 64 1/2 FEET NORTHWEST OF THE CENTER OF A LONE
 AX0651'36-INCH OAK TREE IN THE FENCE LINE, 69 FEET SOUTHEAST OF THE SOUTHEAST
 AX0651'END OF AN 18-INCH PIPE CULVERT UNDER LANE TO RANCH, 0.8 FOOT SOUTHWEST
 AX0651'OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT NORTHWEST OF A METAL WITNESS
 AX0651'POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER
 AX0651'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 AX0651'FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6-INCH STEEL PIPE
 AX0651'THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0662 ***********************************************************************
 AX0662  DESIGNATION -  X 1194
 AX0662  PID         -  AX0662
 AX0662  STATE/COUNTY-  TX/JACKSON
 AX0662  USGS QUAD   -  GANADO (1981)
 AX0662
 AX0662                         *CURRENT SURVEY CONTROL
 AX0662  ___________________________________________________________________
 AX0662* NAD 83(1986)-  29 02 09.     (N)    096 31 41.     (W)     SCALED    
 AX0662* NAVD 88     -        19.294  (meters)      63.30   (feet)  ADJUSTED  
 AX0662  ___________________________________________________________________
 AX0662  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0662  DYNAMIC HT  -          19.267 (meters)      63.21  (feet)  COMP
 AX0662  MODELED GRAV-     979,220.0   (mgal)                       NAVD 88
 AX0662
 AX0662  VERT ORDER  -  FIRST     CLASS I
 AX0662
 AX0662.The horizontal coordinates were scaled from a topographic map and have
 AX0662.an estimated accuracy of +/- 6 seconds.
 AX0662
 AX0662.The orthometric height was determined by differential leveling
 AX0662.and adjusted by the National Geodetic Survey in June 1991..
 AX0662
 AX0662.The geoid height was determined by GEOID03.
 AX0662
 AX0662.The dynamic height is computed by dividing the NAVD 88
 AX0662.geopotential number by the normal gravity value computed on the
 AX0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0662.degrees latitude (g = 980.6199 gals.).
 AX0662
 AX0662.The modeled gravity was interpolated from observed gravity values.
 AX0662
 AX0662;                    North         East    Units  Estimated Accuracy
 AX0662;SPC TXSC     - 4,135,810.      840,730.      MT  (+/- 180 meters Scaled)
 AX0662
 AX0662                          SUPERSEDED SURVEY CONTROL
 AX0662
 AX0662  NGVD 29 (12/23/87)   19.303  (m)           63.33   (f) ADJUSTED    1 1
 AX0662
 AX0662.Superseded values are not recommended for survey control.
 AX0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0662.See file dsdata.txt to determine how the superseded data were derived.
 AX0662
 AX0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT407144(NAD 83)
 AX0662_MARKER: DB = BENCH MARK DISK
 AX0662_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0662+WITH SETTING: INTO GROUND
 AX0662_SP_SET: METAL ROD WITH BASE PLATE
 AX0662_STAMPING: X 1194 1972
 AX0662_MARK LOGO: NGS   
 AX0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0662+STABILITY: SURFACE MOTION
 AX0662
 AX0662  HISTORY     - Date     Condition        Report By
 AX0662  HISTORY     - 1972     MONUMENTED       NGS
 AX0662  HISTORY     - 1987     GOOD             NGS
 AX0662  HISTORY     - 19980725 GOOD             USPSQD
 AX0662
 AX0662                          STATION DESCRIPTION
 AX0662
 AX0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0662'0.9 MI SW FROM GANADO.
 AX0662'ABOUT 0.9 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND US
 AX0662'HIGHWAY 59 FROM THE INTERSECTION OF STATE HIGHWAY 172 AT GANADO, ABOUT
 AX0662'0.25 MILE SOUTHEAST OF A NEW OVERPASS FOR THE NEW US HIGHWAY 59
 AX0662'BY-PASS, AT THE JUNCTION OF A ROAD LEADING TO NEW OVERPASS, 91.2 FEET
 AX0662'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 59, 81 FEET SOUTHWEST OF
 AX0662'THE CENTER LINE OF THE NEW ROAD LEADING NORTHWEST, 43 1/2 FEET NORTH
 AX0662'OF A POWER LINE POLE, 39 FEET NORTH OF A BREATHER PIPE FOR AN
 AX0662'UNDERGROUND PIPE LINE, 9 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT
 AX0662'EAST OF A FENCE LINE, 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT
 AX0662'BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4 FOOT COPPER
 AX0662'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 AX0662'FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH IRON PIPE
 AX0662'THAT IS FLUSH WITH THE GROUND.
 AX0662
 AX0662                          STATION RECOVERY (1987)
 AX0662
 AX0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0662'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.45 KM (0.9
 AX0662'MI) SOUTHWEST ALONG HIGHWAY LOOP 522 FROM THE JUNCTION OF STATE
 AX0662'HIGHWAY 172 IN GANADO, 27.8 METERS (91.2 FT) NORTHWEST OF THE
 AX0662'CENTERLINE OF THE HIGHWAY, 24.7 METERS (81.0 FT) SOUTHWEST OF THE
 AX0662'CENTERLINE OF A ROAD LEADING TO US HIGHWAY 59, 13.2 METERS (43.5 FT)
 AX0662'NORTH OF A POWER POLE, 2.7 METERS (9.0 FT) SOUTH OF A FENCE CORNER,
 AX0662'0.3 METER (1.0 FT) EAST OF A FENCE.
 AX0662'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AX0662'THE MARK IS 0.3 M BELOW THE ROAD.
 AX0662
 AX0662                          STATION RECOVERY (1998)
 AX0662
 AX0662'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0657 ***********************************************************************
 AN0657  DESIGNATION -  X 1195
 AN0657  PID         -  AN0657
 AN0657  STATE/COUNTY-  TX/JACKSON
 AN0657  USGS QUAD   -  EDNA (1995)
 AN0657
 AN0657                         *CURRENT SURVEY CONTROL
 AN0657  ___________________________________________________________________
 AN0657* NAD 83(1986)-  28 56 02.     (N)    096 41 41.     (W)     SCALED    
 AN0657* NAVD 88     -        18.93   (+/-2cm)      62.1    (feet)  VERTCON   
 AN0657  ___________________________________________________________________
 AN0657  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0657
 AN0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0657
 AN0657.The horizontal coordinates were scaled from a topographic map and have
 AN0657.an estimated accuracy of +/- 6 seconds.
 AN0657
 AN0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0657.The vertical order pertains to the NGVD 29 superseded value.
 AN0657
 AN0657.The geoid height was determined by GEOID03.
 AN0657
 AN0657;                    North         East    Units  Estimated Accuracy
 AN0657;SPC TXSC     - 4,124,190.      824,730.      MT  (+/- 180 meters Scaled)
 AN0657
 AN0657                          SUPERSEDED SURVEY CONTROL
 AN0657
 AN0657  NGVD 29 (??/??/92)   18.973  (m)           62.25   (f) ADJ UNCH    2 0
 AN0657
 AN0657.Superseded values are not recommended for survey control.
 AN0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0657.See file dsdata.txt to determine how the superseded data were derived.
 AN0657
 AN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT247028(NAD 83)
 AN0657_MARKER: DB = BENCH MARK DISK
 AN0657_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0657+WITH SETTING: INTO GROUND
 AN0657_STAMPING: X 1195 1972
 AN0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0657+STABILITY: SURFACE MOTION
 AN0657
 AN0657  HISTORY     - Date     Condition        Report By
 AN0657  HISTORY     - 1972     MONUMENTED       NGS
 AN0657
 AN0657                          STATION DESCRIPTION
 AN0657
 AN0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0657'1.2 MI SE FROM EL TORO.
 AN0657'ABOUT 1.2 MILES SOUTHEAST ALONG FARM ROAD (FARM TO MARKET) NO. 234
 AN0657'FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT EL TORO, AT THE
 AN0657'CROSSING OF A DOUBLE ROW OF POWER LINE POLES, 120 FEET SOUTHEAST OF
 AN0657'HIGH PRESSURE GAS LINE, (HOUSTON PIPE LINE CO), 110 FEET SOUTHEAST OF
 AN0657'A POLE BEARING A METER, 29 1/2 FEET NORTHWEST OF THE CENTER OF A METAL
 AN0657'GATE, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 1.8 FEET
 AN0657'NORTHEAST OF A FENCE LINE, 0.9 FOOT SOUTHEAST OF A METAL WITNESS POST,
 AN0657'1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 4 FOOT COPPER
 AN0657'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 AN0657'FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE
 AN0657'THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND. NOTE-- THIS MARK
 AN0657'MAY BE REACHED BY GOING 4.2 MILES SOUTHWEST ALONG US HIGHWAY 59 FROM
 AN0657'THE COURTHOUSE AT EDNA, TEXAS, THENCE 1.3 MILES SOUTHEAST ALONG FARM
 AN0657'TO MARKET ROAD NO. 234 TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0685 ***********************************************************************
 AN0685  DESIGNATION -  X 1196
 AN0685  PID         -  AN0685
 AN0685  STATE/COUNTY-  TX/VICTORIA
 AN0685  USGS QUAD   -  PLACEDO (1995)
 AN0685
 AN0685                         *CURRENT SURVEY CONTROL
 AN0685  ___________________________________________________________________
 AN0685* NAD 83(1986)-  28 42 07.     (N)    096 50 37.     (W)     SCALED    
 AN0685* NAVD 88     -        16.03   (+/-2cm)      52.6    (feet)  VERTCON   
 AN0685  ___________________________________________________________________
 AN0685  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0685
 AN0685  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0685
 AN0685.The horizontal coordinates were scaled from a topographic map and have
 AN0685.an estimated accuracy of +/- 6 seconds.
 AN0685
 AN0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0685.The vertical order pertains to the NGVD 29 superseded value.
 AN0685
 AN0685.The geoid height was determined by GEOID03.
 AN0685
 AN0685;                    North         East    Units  Estimated Accuracy
 AN0685;SPC TXSC     - 4,098,210.      810,690.      MT  (+/- 180 meters Scaled)
 AN0685
 AN0685                          SUPERSEDED SURVEY CONTROL
 AN0685
 AN0685  NGVD 29 (??/??/92)   16.150  (m)           52.99   (f) ADJ UNCH    1 1
 AN0685
 AN0685.Superseded values are not recommended for survey control.
 AN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0685.See file dsdata.txt to determine how the superseded data were derived.
 AN0685
 AN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS106768(NAD 83)
 AN0685_MARKER: DB = BENCH MARK DISK
 AN0685_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0685_SP_SET: 72 FEET
 AN0685_STAMPING: X 1196 1972
 AN0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0685
 AN0685  HISTORY     - Date     Condition        Report By
 AN0685  HISTORY     - 1972     MONUMENTED       NGS
 AN0685
 AN0685                          STATION DESCRIPTION
 AN0685
 AN0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0685'1.15 MI NW FROM PLACEDO.
 AN0685'ABOUT 1.15 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE CROSSING OF
 AN0685'THE MISSOURI PACIFIC RAILROAD AT PLACEDO, 364 FEET NORTHEAST AND
 AN0685'ACROSS THE HIGHWAY AND THE SOUTHERN PACIFIC RAILROAD FROM THE EAST
 AN0685'CORNER OF THE PLACEDO BRETHREN CHURCH, 213 FEET NORTHEAST AND ACROSS
 AN0685'THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 18 1/2 FEET NORTHEAST
 AN0685'OF THE NORTHEAST RAIL OF THE TRACK, 58 FEET SOUTHWEST OF THE CENTER
 AN0685'LINE OF A GRAVELED ROAD WHICH PARALLELS THE TRACK, 10 FEET
 AN0685'SOUTH-SOUTHEAST OF A TELEPHONE POLE, BETWEEN TWO WITNESS POSTS WHICH
 AN0685'ARE 1.5 FEET APART, AND ON THE TOP OF A COPPER COATED ROD WHICH WAS
 AN0685'DRIVEN TO REFUSAL AT A DEPTH OF 72 FEET, PROJECTING 0.5 FOOT AND IS
 AN0685'PROTECTED BY A 4-INCH METAL PIPE WHICH WAS SET TO A DEPTH OF 32 FEET.
 AN0685'ACCESS TO THE MARK IS HAD BY REMOVING A 4-INCH METAL SCREW CAP WHICH
 AN0685'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  NOTE-- THE SOIL
 AN0685'IN WHICH THE PIPE WAS SET IS SURFACE SOIL AND CLAY FROM 0 TO 15 FEET,
 AN0685'FINE WHITE SAND FROM 15 TO 21 FEET, BLUE CLAY FROM 21 TO 29 FEET AND
 AN0685'FINE BLUE SAND FROM 29 TO 32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0652 ***********************************************************************
 AN0652  DESIGNATION -  X 1197
 AN0652  PID         -  AN0652
 AN0652  STATE/COUNTY-  TX/JACKSON
 AN0652  USGS QUAD   -  EDNA (1995)
 AN0652
 AN0652                         *CURRENT SURVEY CONTROL
 AN0652  ___________________________________________________________________
 AN0652* NAD 83(1986)-  28 54 29.     (N)    096 40 01.     (W)     SCALED    
 AN0652* NAVD 88     -        16.51   (+/-2cm)      54.2    (feet)  VERTCON   
 AN0652  ___________________________________________________________________
 AN0652  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0652
 AN0652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0652
 AN0652.The horizontal coordinates were scaled from a topographic map and have
 AN0652.an estimated accuracy of +/- 6 seconds.
 AN0652
 AN0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0652.The vertical order pertains to the NGVD 29 superseded value.
 AN0652
 AN0652.The geoid height was determined by GEOID03.
 AN0652
 AN0652;                    North         East    Units  Estimated Accuracy
 AN0652;SPC TXSC     - 4,121,380.      827,490.      MT  (+/- 180 meters Scaled)
 AN0652
 AN0652                          SUPERSEDED SURVEY CONTROL
 AN0652
 AN0652  NGVD 29 (??/??/92)   16.556  (m)           54.32   (f) ADJ UNCH    2 0
 AN0652
 AN0652.Superseded values are not recommended for survey control.
 AN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0652.See file dsdata.txt to determine how the superseded data were derived.
 AN0652
 AN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT274000(NAD 83)
 AN0652_MARKER: DB = BENCH MARK DISK
 AN0652_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0652+WITH SETTING: INTO GROUND
 AN0652_STAMPING: X 1197 1972
 AN0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0652+STABILITY: SURFACE MOTION
 AN0652
 AN0652  HISTORY     - Date     Condition        Report By
 AN0652  HISTORY     - 1972     MONUMENTED       NGS
 AN0652
 AN0652                          STATION DESCRIPTION
 AN0652
 AN0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0652'3.55 MI SE FROM EL TORO.
 AN0652'ABOUT 3.55 MILES SOUTHEAST ALONG FARM-TO-MARKET ROAD 234 FROM THE
 AN0652'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT EL TORO, 62 FEET
 AN0652'NORTHEAST OF THE CENTER LINE OF THE ROAD, 29 FEET NORTHWEST OF THE
 AN0652'CENTER LINE OF THE DRIVEWAY WHICH LEADS TO THE RICHARD COSPER BRICK
 AN0652'HOUSE, 1 1/2 FEET NORTHEAST OF A FENCE, 394 1/2 FEET NORTH-NORTHWEST
 AN0652'OF BENCH MARK Z 1196, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, AND
 AN0652'ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS ATTACHED
 AN0652'TO A METAL BASE PLATE.  THE DISK IS 1 INCH BELOW THE SURFACE OF THE
 AN0652'GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH IS LEVEL WITH THE
 AN0652'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0932 ***********************************************************************
 AX0932  DESIGNATION -  X 1198
 AX0932  PID         -  AX0932
 AX0932  STATE/COUNTY-  TX/FAYETTE
 AX0932  USGS QUAD   -  SWISS ALP (1981)
 AX0932
 AX0932                         *CURRENT SURVEY CONTROL
 AX0932  ___________________________________________________________________
 AX0932* NAD 83(1986)-  29 46 12.     (N)    096 54 34.     (W)     SCALED    
 AX0932* NAVD 88     -       101.878  (meters)     334.24   (feet)  ADJUSTED  
 AX0932  ___________________________________________________________________
 AX0932  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX0932  DYNAMIC HT  -         101.736 (meters)     333.78  (feet)  COMP
 AX0932  MODELED GRAV-     979,248.8   (mgal)                       NAVD 88
 AX0932
 AX0932  VERT ORDER  -  FIRST     CLASS I
 AX0932
 AX0932.The horizontal coordinates were scaled from a topographic map and have
 AX0932.an estimated accuracy of +/- 6 seconds.
 AX0932
 AX0932.The orthometric height was determined by differential leveling
 AX0932.and adjusted by the National Geodetic Survey in June 1991..
 AX0932
 AX0932.The geoid height was determined by GEOID03.
 AX0932
 AX0932.The dynamic height is computed by dividing the NAVD 88
 AX0932.geopotential number by the normal gravity value computed on the
 AX0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0932.degrees latitude (g = 980.6199 gals.).
 AX0932
 AX0932.The modeled gravity was interpolated from observed gravity values.
 AX0932
 AX0932;                    North         East    Units  Estimated Accuracy
 AX0932;SPC TXSC     - 4,216,440.      802,140.      MT  (+/- 180 meters Scaled)
 AX0932
 AX0932                          SUPERSEDED SURVEY CONTROL
 AX0932
 AX0932  NGVD 29 (??/??/92)  101.839  (m)          334.12   (f) ADJ UNCH    1 1
 AX0932
 AX0932.Superseded values are not recommended for survey control.
 AX0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0932.See file dsdata.txt to determine how the superseded data were derived.
 AX0932
 AX0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT021951(NAD 83)
 AX0932_MARKER: DB = BENCH MARK DISK
 AX0932_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0932_SP_SET: 36 1/2 FEET
 AX0932_STAMPING: X 1198 1972
 AX0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0932
 AX0932  HISTORY     - Date     Condition        Report By
 AX0932  HISTORY     - 1972     MONUMENTED       NGS
 AX0932  HISTORY     - 1987     GOOD             USPSQD
 AX0932  HISTORY     - 1987     GOOD             USPSQD
 AX0932  HISTORY     - 1990     GOOD             USPSQD
 AX0932  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0932  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX0932  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX0932
 AX0932                          STATION DESCRIPTION
 AX0932
 AX0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0932'6.1 MI N FROM SCHULENBURG.
 AX0932'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0932'U.S. HIGHWAY 90 AT SCHULENBURG, 122.0 FEET NORTHEAST OF THE NORTH END
 AX0932'OF THE EAST CONCRETE HEADWALL OF A 12- X 71-FOOT CONCRETE BRIDGE OVER
 AX0932'THE EAST NAVIDAD RIVER, 100 FEET EAST OF THE CENTER LINE OF THE
 AX0932'HIGHWAY, 23 FEET NORTH OF A CORNER FENCE POST, 1/2 FOOT WEST OF A
 AX0932'FENCE, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 AX0932'LEVEL OF THE HIGHWAY, AND ON THE TOP OF A COPPER COATED ROD WHICH
 AX0932'PROJECTS 3 INCHES AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH
 AX0932'PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 36 1/2
 AX0932'FEET.
 AX0932
 AX0932                          STATION RECOVERY (1987)
 AX0932
 AX0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0932'RECOVERED IN GOOD CONDITION.
 AX0932
 AX0932                          STATION RECOVERY (1987)
 AX0932
 AX0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0932'RECOVERED IN GOOD CONDITION.
 AX0932
 AX0932                          STATION RECOVERY (1990)
 AX0932
 AX0932'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0932'RECOVERED IN GOOD CONDITION.
 AX0932
 AX0932                          STATION RECOVERY (1991)
 AX0932
 AX0932'RECOVERY NOTE BY US POWER SQUADRON 1991 (WGS)
 AX0932'MARK NOT FOUND.
 AX0932
 AX0932                          STATION RECOVERY (1997)
 AX0932
 AX0932'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0932'MARK NOT FOUND.
 AX0932
 AX0932                          STATION RECOVERY (2004)
 AX0932
 AX0932'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0249 ***********************************************************************
 BL0249  DESIGNATION -  X 1199
 BL0249  PID         -  BL0249
 BL0249  STATE/COUNTY-  TX/ORANGE
 BL0249  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0249
 BL0249                         *CURRENT SURVEY CONTROL
 BL0249  ___________________________________________________________________
 BL0249* NAD 83(1986)-  30 05 38.     (N)    094 03 47.     (W)     SCALED    
 BL0249* NAVD 88     -         1.54   (+/-2cm)       5.1    (feet)  VERTCON   
 BL0249  ___________________________________________________________________
 BL0249  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0249
 BL0249  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0249
 BL0249.The horizontal coordinates were scaled from a topographic map and have
 BL0249.an estimated accuracy of +/- 6 seconds.
 BL0249
 BL0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0249.The vertical order pertains to the NGVD 29 superseded value.
 BL0249
 BL0249.The geoid height was determined by GEOID03.
 BL0249
 BL0249;                    North         East    Units  Estimated Accuracy
 BL0249;SPC TX C     - 3,064,390.    1,304,110.      MT  (+/- 180 meters Scaled)
 BL0249
 BL0249                          SUPERSEDED SURVEY CONTROL
 BL0249
 BL0249  NGVD 29 (??/??/??)    1.526  (m)            5.01   (f) ADJUSTED    1 1
 BL0249
 BL0249.Superseded values are not recommended for survey control.
 BL0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0249.See file dsdata.txt to determine how the superseded data were derived.
 BL0249
 BL0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP975296(NAD 83)
 BL0249_MARKER: DB = BENCH MARK DISK
 BL0249_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BL0249+WITH SETTING: INTO GROUND
 BL0249_STAMPING: X 1199 1972
 BL0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0249+STABILITY: SURFACE MOTION
 BL0249
 BL0249  HISTORY     - Date     Condition        Report By
 BL0249  HISTORY     - 1972     MONUMENTED       NGS
 BL0249  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL0249  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0249  HISTORY     - 19890821 MARK NOT FOUND   USPSQD
 BL0249  HISTORY     - 19890909 MARK NOT FOUND   USPSQD
 BL0249  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL0249  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 BL0249
 BL0249                          STATION DESCRIPTION
 BL0249
 BL0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0249'2.05 MI E FROM BEAUMONT.
 BL0249'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BL0249'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BL0249'BEAUMONT, THENCE 0.95 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BL0249'22 FEET NORTHEAST OF THE 5TH TELEPHONE POLE SOUTHWEST OF MILEPOST 276,
 BL0249'50 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING UNDER A
 BL0249'TRESTLE, 18 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT SOUTHWEST OF
 BL0249'A METAL WITNESS POST, 0 FEET BELOW THE LEVEL OF THE TRACK, AND IS A
 BL0249'DISK ON THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED
 BL0249'TO A METAL BASE PLATE.  THE DISK IS ENCASED IN A 6 INCH METAL PIPE
 BL0249'THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND AND THE DISK
 BL0249'PROJECTS 4 INCHES ABOVE THE GROUND.
 BL0249
 BL0249                          STATION RECOVERY (1986)
 BL0249
 BL0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0249'SEARCHED FOR BUT NOT RECOVERED.
 BL0249
 BL0249                          STATION RECOVERY (1988)
 BL0249
 BL0249'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0249'MARK NOT FOUND.
 BL0249
 BL0249                          STATION RECOVERY (1989)
 BL0249
 BL0249'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0249'MARK NOT FOUND.
 BL0249
 BL0249                          STATION RECOVERY (1989)
 BL0249
 BL0249'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0249'MARK NOT FOUND.
 BL0249
 BL0249                          STATION RECOVERY (1991)
 BL0249
 BL0249'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0249'MARK NOT FOUND.
 BL0249
 BL0249                          STATION RECOVERY (1993)
 BL0249
 BL0249'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0511 ***********************************************************************
 CT0511  DESIGNATION -  X 12
 CT0511  PID         -  CT0511
 CT0511  STATE/COUNTY-  TX/TAYLOR
 CT0511  USGS QUAD   -  ABILENE EAST (1987)
 CT0511
 CT0511                         *CURRENT SURVEY CONTROL
 CT0511  ___________________________________________________________________
 CT0511* NAD 83(1986)-  32 26 52.     (N)    099 43 24.     (W)     SCALED    
 CT0511* NAVD 88     -       522.135  (meters)    1713.04   (feet)  ADJUSTED  
 CT0511  ___________________________________________________________________
 CT0511  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CT0511  DYNAMIC HT  -         521.459 (meters)    1710.82  (feet)  COMP
 CT0511  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 CT0511
 CT0511  VERT ORDER  -  FIRST     CLASS II
 CT0511
 CT0511.The horizontal coordinates were scaled from a topographic map and have
 CT0511.an estimated accuracy of +/- 6 seconds.
 CT0511
 CT0511.The orthometric height was determined by differential leveling
 CT0511.and adjusted by the National Geodetic Survey in June 1991..
 CT0511.WARNING-Repeat measurements at this control monument indicate possible
 CT0511.vertical movement.
 CT0511
 CT0511.The geoid height was determined by GEOID03.
 CT0511
 CT0511.The dynamic height is computed by dividing the NAVD 88
 CT0511.geopotential number by the normal gravity value computed on the
 CT0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0511.degrees latitude (g = 980.6199 gals.).
 CT0511
 CT0511.The modeled gravity was interpolated from observed gravity values.
 CT0511
 CT0511;                    North         East    Units  Estimated Accuracy
 CT0511;SPC TXNC     - 2,087,290.      484,980.      MT  (+/- 180 meters Scaled)
 CT0511
 CT0511                          SUPERSEDED SURVEY CONTROL
 CT0511
 CT0511  NGVD 29 (??/??/92)  521.972  (m)         1712.50   (f) ADJ UNCH    1 2
 CT0511
 CT0511.Superseded values are not recommended for survey control.
 CT0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0511.See file dsdata.txt to determine how the superseded data were derived.
 CT0511
 CT0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA320903(NAD 83)
 CT0511_MARKER: B = BOLT
 CT0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0511_SP_SET: STEP
 CT0511_MARK LOGO: CGS   
 CT0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0511
 CT0511  HISTORY     - Date     Condition        Report By
 CT0511  HISTORY     - UNK      MONUMENTED       CGS
 CT0511  HISTORY     - 1956     GOOD             NGS
 CT0511  HISTORY     - 1961     GOOD             NGS
 CT0511  HISTORY     - 1982     GOOD             NGS
 CT0511  HISTORY     - 1983     GOOD             NGS
 CT0511
 CT0511                          STATION DESCRIPTION
 CT0511
 CT0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0511'0.6 MI E FROM ABILENE.
 CT0511'0.6 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0511'ABILENE, 5 1/2 RAILS EAST OF MILEPOST 406, 8.3 FEET SOUTH OF THE SOUTH
 CT0511'RAIL, 4 FEET BELOW THE TOP OF THE RAILS, AT THE SOUTH END OF THE EAST
 CT0511'ABUTMENT OF OVERPASS 406.0, SET IN THE TOP OF THE FIRST STONE STEP
 CT0511'BELOW THE TOP OF THE RAILS.
 CT0511
 CT0511                          STATION RECOVERY (1961)
 CT0511
 CT0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0511'RECOVERED IN GOOD CONDITION.
 CT0511
 CT0511                          STATION RECOVERY (1982)
 CT0511
 CT0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0511'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0511'STATION IN ABILENE, A COPPER BOLT IN THE CENTER OF THE FIRST STONE AT
 CT0511'THE SOUTH END OF THE EAST ABUTMENT OF A RAILROAD BRIDGE OVER THE
 CT0511'SOUTHERN PACIFIC RAILROAD, 75.0 METERS (246.1 FT) SOUTHEAST OF
 CT0511'MILEPOST 406 AND 2.5 METERS (8.2 FT) SOUTH OF THE NEAR RAIL.
 CT0511'THE MARK IS 1.2 M BELOW THE TRACKS.
 CT0511
 CT0511                          STATION RECOVERY (1983)
 CT0511
 CT0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1265 ***********************************************************************
 AX1265  DESIGNATION -  X 120
 AX1265  PID         -  AX1265
 AX1265  STATE/COUNTY-  TX/FAYETTE
 AX1265  USGS QUAD   -  WEST POINT (1981)
 AX1265
 AX1265                         *CURRENT SURVEY CONTROL
 AX1265  ___________________________________________________________________
 AX1265* NAD 83(1986)-  29 55 06.     (N)    097 02 15.     (W)     SCALED    
 AX1265* NAVD 88     -       119.20   (+/-2cm)     391.1    (feet)  VERTCON   
 AX1265  ___________________________________________________________________
 AX1265  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AX1265
 AX1265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1265
 AX1265.The horizontal coordinates were scaled from a topographic map and have
 AX1265.an estimated accuracy of +/- 6 seconds.
 AX1265
 AX1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1265.The vertical order pertains to the NGVD 29 superseded value.
 AX1265
 AX1265.The geoid height was determined by GEOID03.
 AX1265
 AX1265;                    North         East    Units  Estimated Accuracy
 AX1265;SPC TXSC     - 4,232,670.      789,480.      MT  (+/- 180 meters Scaled)
 AX1265
 AX1265                          SUPERSEDED SURVEY CONTROL
 AX1265
 AX1265  NGVD 29 (??/??/92)  119.149  (m)          390.91   (f) ADJ UNCH    2 0
 AX1265
 AX1265.Superseded values are not recommended for survey control.
 AX1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1265.See file dsdata.txt to determine how the superseded data were derived.
 AX1265
 AX1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU894113(NAD 83)
 AX1265_MARKER: DB = BENCH MARK DISK
 AX1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1265_SP_SET: CULVERT
 AX1265_STAMPING: X-120 1933
 AX1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1265
 AX1265  HISTORY     - Date     Condition        Report By
 AX1265  HISTORY     - 1933     MONUMENTED       CGS
 AX1265  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1265
 AX1265                          STATION DESCRIPTION
 AX1265
 AX1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1265'2.6 MI S FROM WEST POINT.
 AX1265'ALONG THE TEXAS AND NEW ORLEANS R.R. 2.2 MILES NORTH OF LENA AND 9
 AX1265'POLES SOUTH OF M.P. 47 ON THE NORTH END OF THE WEST HEADWALL OF 3 FT.
 AX1265'CONCRETE ARCH CULVERT NO. 46D.
 AX1265
 AX1265                          STATION RECOVERY (1997)
 AX1265
 AX1265'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0087 ***********************************************************************
 AB0087  DESIGNATION -  X 120 43
 AB0087  PID         -  AB0087
 AB0087  STATE/COUNTY-  TX/CAMERON
 AB0087  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0087
 AB0087                         *CURRENT SURVEY CONTROL
 AB0087  ___________________________________________________________________
 AB0087* NAD 83(1986)-  25 57 24.     (N)    097 08 43.     (W)     SCALED    
 AB0087* NAVD 88     -         1.275  (meters)       4.18   (feet)  ADJUSTED  
 AB0087  ___________________________________________________________________
 AB0087  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 AB0087  DYNAMIC HT  -           1.273 (meters)       4.18  (feet)  COMP
 AB0087  MODELED GRAV-     979,063.7   (mgal)                       NAVD 88
 AB0087
 AB0087  VERT ORDER  -  SECOND    CLASS 0
 AB0087
 AB0087.The horizontal coordinates were scaled from a topographic map and have
 AB0087.an estimated accuracy of +/- 6 seconds.
 AB0087
 AB0087.The orthometric height was determined by differential leveling
 AB0087.and adjusted by the National Geodetic Survey in June 1991..
 AB0087
 AB0087.The geoid height was determined by GEOID03.
 AB0087
 AB0087.The dynamic height is computed by dividing the NAVD 88
 AB0087.geopotential number by the normal gravity value computed on the
 AB0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0087.degrees latitude (g = 980.6199 gals.).
 AB0087
 AB0087.The modeled gravity was interpolated from observed gravity values.
 AB0087
 AB0087;                    North         East    Units  Estimated Accuracy
 AB0087;SPC TX S     - 5,032,860.      435,690.      MT  (+/- 180 meters Scaled)
 AB0087
 AB0087                          SUPERSEDED SURVEY CONTROL
 AB0087
 AB0087  NGVD 29 (??/??/92)    1.372  (m)            4.50   (f) ADJ UNCH    2 0
 AB0087
 AB0087.Superseded values are not recommended for survey control.
 AB0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0087.See file dsdata.txt to determine how the superseded data were derived.
 AB0087
 AB0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP857722(NAD 83)
 AB0087_MARKER: DD = SURVEY DISK
 AB0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB0087_STAMPING: X 120 43
 AB0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0087
 AB0087  HISTORY     - Date     Condition        Report By
 AB0087  HISTORY     - UNK      MONUMENTED       IBC
 AB0087  HISTORY     - 1970     GOOD             NGS
 AB0087
 AB0087                          STATION DESCRIPTION
 AB0087
 AB0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AB0087'2.3 MI S FROM BOCA CHICA.
 AB0087'2.8 MILES SOUTH ALONG THE BEACH FROM THE END OF THE ROAD AT BOCA CHICA
 AB0087'BEACH TO THE MOUTH OF THE RIO GRANDE RIVER.  IT IS 50 PACES NORTH OF
 AB0087'THE MOUTH OF THE RIVER, 2 FEET SOUTH OF A BLACK WOODEN WITNESS POST,
 AB0087'CEMENTED IN THE TOP OF A IRON PIPE THAT PROJECTS 2 FEET ABOVE THE
 AB0087'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0411 ***********************************************************************
 BL0411  DESIGNATION -  X 1200
 BL0411  PID         -  BL0411
 BL0411  STATE/COUNTY-  TX/LIBERTY
 BL0411  USGS QUAD   -  DAISETTA (1984)
 BL0411
 BL0411                         *CURRENT SURVEY CONTROL
 BL0411  ___________________________________________________________________
 BL0411* NAD 83(1986)-  30 02 31.     (N)    094 40 07.     (W)     SCALED    
 BL0411* NAVD 88     -        19.704  (meters)      64.65   (feet)  ADJUSTED  
 BL0411  ___________________________________________________________________
 BL0411  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0411  DYNAMIC HT  -          19.677 (meters)      64.56  (feet)  COMP
 BL0411  MODELED GRAV-     979,306.3   (mgal)                       NAVD 88
 BL0411  OBS GRAVITY -     979,305.9   (mgal)                       GRAV_OBS
 BL0411
 BL0411  VERT ORDER  -  FIRST     CLASS I
 BL0411
 BL0411.The horizontal coordinates were scaled from a topographic map and have
 BL0411.an estimated accuracy of +/- 6 seconds.
 BL0411
 BL0411.The orthometric height was determined by differential leveling
 BL0411.and adjusted by the National Geodetic Survey in June 1991..
 BL0411
 BL0411.The geoid height was determined by GEOID03.
 BL0411
 BL0411.The dynamic height is computed by dividing the NAVD 88
 BL0411.geopotential number by the normal gravity value computed on the
 BL0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0411.degrees latitude (g = 980.6199 gals.).
 BL0411
 BL0411.The modeled gravity was interpolated from observed gravity values.
 BL0411.The observed gravity was obtained from relative gravimeter ties
 BL0411.to the IGSN71 gravity network.
 BL0411
 BL0411;                    North         East    Units  Estimated Accuracy
 BL0411;SPC TX C     - 3,055,510.    1,246,110.      MT  (+/- 180 meters Scaled)
 BL0411
 BL0411                          SUPERSEDED SURVEY CONTROL
 BL0411
 BL0411  NGVD 29 (12/23/87)   19.708  (m)           64.66   (f) ADJUSTED    1 1
 BL0411
 BL0411.Superseded values are not recommended for survey control.
 BL0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0411.See file dsdata.txt to determine how the superseded data were derived.
 BL0411
 BL0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP391246(NAD 83)
 BL0411_MARKER: DB = BENCH MARK DISK
 BL0411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL0411_SP_SET: BRIDGE GUARDRAIL BASE
 BL0411_STAMPING: X 1200 1972
 BL0411_MARK LOGO: NGS   
 BL0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0411
 BL0411  HISTORY     - Date     Condition        Report By
 BL0411  HISTORY     - 1972     MONUMENTED       NGS
 BL0411  HISTORY     - 1987     GOOD             NGS
 BL0411  HISTORY     - 1988     GOOD             USPSQD
 BL0411  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0411  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0411  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0411
 BL0411                          STATION DESCRIPTION
 BL0411
 BL0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0411'IN RAYWOOD.
 BL0411'ABOUT 0.2 MILE EAST ALONG US HIGHWAY 90 FROM THE POST OFFICE AT
 BL0411'RAYWOOD, SET IN THE TOP OF THE GUARD RAIL BASE DIRECTLY OVER THE NORTH
 BL0411'END OF THE WEST ABUTMENT TO A 15-FOOT CONCRETE BRIDGE OVER A DRAINAGE
 BL0411'DITCH, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 BL0411'WITH THE HIGHWAY.
 BL0411
 BL0411                          STATION RECOVERY (1987)
 BL0411
 BL0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0411'RECOVERED IN GOOD CONDITION.
 BL0411
 BL0411                          STATION RECOVERY (1988)
 BL0411
 BL0411'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0411'RECOVERED IN GOOD CONDITION.
 BL0411
 BL0411                          STATION RECOVERY (1995)
 BL0411
 BL0411'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0411'MARK NOT FOUND.
 BL0411
 BL0411                          STATION RECOVERY (2004)
 BL0411
 BL0411'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0411'MARK NOT FOUND.
 BL0411
 BL0411                          STATION RECOVERY (2004)
 BL0411
 BL0411'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1588 ***********************************************************************
 AW1588  DESIGNATION -  X 1201
 AW1588  PID         -  AW1588
 AW1588  STATE/COUNTY-  TX/GALVESTON
 AW1588  USGS QUAD   -  LEAGUE CITY (1995)
 AW1588
 AW1588                         *CURRENT SURVEY CONTROL
 AW1588  ___________________________________________________________________
 AW1588* NAD 83(1986)-  29 30 43.     (N)    095 00 19.     (W)     SCALED    
 AW1588* NAVD 88     -         5.008  (meters)      16.43   (feet)  ADJUSTED  
 AW1588  ___________________________________________________________________
 AW1588  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW1588  DYNAMIC HT  -           5.001 (meters)      16.41  (feet)  COMP
 AW1588  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 AW1588
 AW1588  VERT ORDER  -  FIRST     CLASS II
 AW1588
 AW1588.The horizontal coordinates were scaled from a topographic map and have
 AW1588.an estimated accuracy of +/- 6 seconds.
 AW1588
 AW1588.The orthometric height was determined by differential leveling
 AW1588.and adjusted by the National Geodetic Survey in June 1991..
 AW1588
 AW1588.The geoid height was determined by GEOID03.
 AW1588
 AW1588.The dynamic height is computed by dividing the NAVD 88
 AW1588.geopotential number by the normal gravity value computed on the
 AW1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1588.degrees latitude (g = 980.6199 gals.).
 AW1588
 AW1588.The modeled gravity was interpolated from observed gravity values.
 AW1588
 AW1588;                    North         East    Units  Estimated Accuracy
 AW1588;SPC TXSC     - 4,192,650.      987,180.      MT  (+/- 180 meters Scaled)
 AW1588
 AW1588                          SUPERSEDED SURVEY CONTROL
 AW1588
 AW1588  NGVD 29 (12/23/87)    5.005  (m)           16.42   (f) ADJUSTED    1 2
 AW1588
 AW1588.Superseded values are not recommended for survey control.
 AW1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1588.See file dsdata.txt to determine how the superseded data were derived.
 AW1588
 AW1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN056663(NAD 83)
 AW1588_MARKER: DB = BENCH MARK DISK
 AW1588_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW1588+WITH SETTING: INTO GROUND
 AW1588_SP_SET: METAL ROD WITH BASE PLATE
 AW1588_STAMPING: X 1201 1973
 AW1588_MARK LOGO: NGS   
 AW1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1588+STABILITY: SURFACE MOTION
 AW1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1588+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AW1588
 AW1588  HISTORY     - Date     Condition        Report By
 AW1588  HISTORY     - 1973     MONUMENTED       NGS
 AW1588  HISTORY     - 1978     GOOD             NGS
 AW1588  HISTORY     - 1983     GOOD             NGS
 AW1588  HISTORY     - 1987     GOOD             NGS
 AW1588  HISTORY     - 1989     GOOD             USPSQD
 AW1588  HISTORY     - 1989     GOOD             USPSQD
 AW1588  HISTORY     - 1989     GOOD             USPSQD
 AW1588  HISTORY     - 1989     GOOD             USPSQD
 AW1588  HISTORY     - 1989     GOOD             USPSQD
 AW1588  HISTORY     - 1990     GOOD             USPSQD
 AW1588  HISTORY     - 19910216 GOOD             USPSQD
 AW1588  HISTORY     - 19940423 GOOD             USPSQD
 AW1588  HISTORY     - 19950617 GOOD             USPSQD
 AW1588  HISTORY     - 20010127 GOOD             USPSQD
 AW1588  HISTORY     - 20040203 GOOD             USPSQD
 AW1588  HISTORY     - 20050630 GOOD             USPSQD
 AW1588
 AW1588                          STATION DESCRIPTION
 AW1588
 AW1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1588'2.35 MI SE FROM KEMAH.
 AW1588'ABOUT 2.25 MILES SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE
 AW1588'AT KEMAH, THENCE 0.1 MILE SOUTHWEST ALONG A PRIVATE SHELL ROAD TO THE
 AW1588'BAYVIEW WATER TOWER AND PUMPING STATION, ABOUT 85 FEET SOUTH-SOUTHEAST
 AW1588'OF THE CENTER LINE OF THE SHELL ROAD, 48 1/2 FEET SOUTHWEST OF THE TOP
 AW1588'OF A FIRE HYDRANT, 14 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 AW1588'ABSESTOS BUILDING INSIDE OF A CHAIN LINK FENCE, ABOUT 1 1/2 FEET
 AW1588'NORTHEAST OF A PIPE CORNER POST IN A CHAIN LINK FENCE, 1.2 FEET EAST
 AW1588'OF THE CHAIN LINK FENCE, AND IS A DISK SET ON TOP OF A 4-FOOT LENGTH
 AW1588'OF 5/8-INCH COPPER COATED STEEL ROD PROJECTING 1 INCH BELOW THE
 AW1588'SURFACE OF THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE FLUSH WITH
 AW1588'THE GROUND.
 AW1588
 AW1588                          STATION RECOVERY (1978)
 AW1588
 AW1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (1983)
 AW1588
 AW1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (1987)
 AW1588
 AW1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1588'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW1588'REACH SHOULD READ--3.0 KM (1.9 MI) SOUTHEAST ALONG STATE HIGHWAY 146
 AW1588'FROM THE POST OFFICE IN KEMAH.
 AW1588
 AW1588                          STATION RECOVERY (1989)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (1989)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (1989)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (1989)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (1989)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (1990)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (1991)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (1994)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (1995)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (2001)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 2001 (GMF)
 AW1588'RECOVERED IN GOOD CONDITION.
 AW1588
 AW1588                          STATION RECOVERY (2004)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1588'GO TO N 29 30.717  W095 00.318 TO FIND THE MARK.
 AW1588' 
 AW1588
 AW1588                          STATION RECOVERY (2005)
 AW1588
 AW1588'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1588'GO TO N29 30 44.2 W095 00 17.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0355 ***********************************************************************
 AW0355  DESIGNATION -  X 1202
 AW0355  PID         -  AW0355
 AW0355  STATE/COUNTY-  TX/HARRIS
 AW0355  USGS QUAD   -  SETTEGAST (1995)
 AW0355
 AW0355                         *CURRENT SURVEY CONTROL
 AW0355  ___________________________________________________________________
 AW0355* NAD 83(1986)-  29 47 43.     (N)    095 17 56.     (W)     SCALED    
 AW0355* NAVD 88     -        13.110  (meters)      43.01   (feet)  ADJUSTED  
 AW0355  ___________________________________________________________________
 AW0355  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW0355  DYNAMIC HT  -          13.092 (meters)      42.95  (feet)  COMP
 AW0355  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 AW0355
 AW0355  VERT ORDER  -  FIRST     CLASS I
 AW0355
 AW0355.The horizontal coordinates were scaled from a topographic map and have
 AW0355.an estimated accuracy of +/- 6 seconds.
 AW0355
 AW0355.The orthometric height was determined by differential leveling
 AW0355.and adjusted by the National Geodetic Survey in June 1991..
 AW0355
 AW0355.The geoid height was determined by GEOID03.
 AW0355
 AW0355.The dynamic height is computed by dividing the NAVD 88
 AW0355.geopotential number by the normal gravity value computed on the
 AW0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0355.degrees latitude (g = 980.6199 gals.).
 AW0355
 AW0355.The modeled gravity was interpolated from observed gravity values.
 AW0355
 AW0355;                    North         East    Units  Estimated Accuracy
 AW0355;SPC TXSC     - 4,223,100.      957,740.      MT  (+/- 180 meters Scaled)
 AW0355
 AW0355                          SUPERSEDED SURVEY CONTROL
 AW0355
 AW0355  NGVD 29 (12/23/87)   13.107  (m)           43.00   (f) ADJUSTED    1 1
 AW0355
 AW0355.Superseded values are not recommended for survey control.
 AW0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0355.See file dsdata.txt to determine how the superseded data were derived.
 AW0355
 AW0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN777983(NAD 83)
 AW0355_MARKER: DB = BENCH MARK DISK
 AW0355_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW0355+WITH SETTING: INFORMATION.
 AW0355_SP_SET: SHALLOW-SET METAL ROD
 AW0355_STAMPING: X 1202 1972
 AW0355_MARK LOGO: NGS   
 AW0355_PROJECTION: PROJECTING 15 CENTIMETERS
 AW0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0355_ROD/PIPE-DEPTH: 1.2  meters
 AW0355
 AW0355  HISTORY     - Date     Condition        Report By
 AW0355  HISTORY     - 1972     MONUMENTED       NGS
 AW0355  HISTORY     - 1978     GOOD             NGS
 AW0355  HISTORY     - 1983     GOOD             NGS
 AW0355  HISTORY     - 1986     GOOD             NGS
 AW0355  HISTORY     - 1987     GOOD             USPSQD
 AW0355  HISTORY     - 19910316 GOOD             USPSQD
 AW0355  HISTORY     - 19960921 GOOD             USPSQD
 AW0355
 AW0355                          STATION DESCRIPTION
 AW0355
 AW0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0355'4.75 MI NE FROM HOUSTON.
 AW0355'ABOUT 4.75 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0355'SOUTHERN PACIFIC RAILROAD STATION, AT THE PITTSBURG PAINT COMPANY,
 AW0355'81.5 FEET NORTHWEST OF THE CENTER LINE OF LIBERTY RD., 16.7 FEET
 AW0355'SOUTHWEST OF THE CENTER OF A CHAIN-LINKED GATE TO THE EAST ENTRANCE OF
 AW0355'THE PLANT, 1.7 FEET SOUTHEAST OF THE CHAIN-LINKED FENCE SURROUNDING
 AW0355'THE PLANT, 1 FOOT NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF
 AW0355'A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD WHICH IS PROTECTED
 AW0355'BY A 6-INCH METAL PIPE WHICH PROJECTS 0.3 FOOT.
 AW0355
 AW0355                          STATION RECOVERY (1978)
 AW0355
 AW0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0355'RECOVERED IN GOOD CONDITION.
 AW0355
 AW0355                          STATION RECOVERY (1983)
 AW0355
 AW0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0355'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0355'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0355'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE SOUTHERN PACIFIC
 AW0355'RAILROAD CROSSING, THENCE 6.9 KM (4.3 MI) NORTHEAST ALONG THE
 AW0355'RAILROAD, AT THE PITTSBURG PAINT COMPANY EAST ENTRANCE LEADING
 AW0355'NORTH-NORTHWEST TO A WAREHOUSE BUILDING, 24.84 METERS (81.5 FT)
 AW0355'NORTHWEST OF THE CENTERLINE OF LIBERTY ROAD, 5.03 METERS (16.5 FT)
 AW0355'SOUTHWEST OF THE CENTER OF A CHAIN LINK FENCE GATE TO THE EAST
 AW0355'ENTRANCE TO THE PLANT, AND 0.46 METERS (1.5 FT) SOUTHEAST OF A CHAIN
 AW0355'LINK FENCE SURROUNDING THE PLANT.
 AW0355'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 AW0355'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 AW0355
 AW0355                          STATION RECOVERY (1986)
 AW0355
 AW0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0355'RECOVERED IN GOOD CONDITION.
 AW0355
 AW0355                          STATION RECOVERY (1987)
 AW0355
 AW0355'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0355'RECOVERED IN GOOD CONDITION.
 AW0355
 AW0355                          STATION RECOVERY (1991)
 AW0355
 AW0355'RECOVERY NOTE BY US POWER SQUADRON 1991 (GCM)
 AW0355'RECOVERED IN GOOD CONDITION.
 AW0355
 AW0355                          STATION RECOVERY (1996)
 AW0355
 AW0355'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0005 ***********************************************************************
 AX0005  DESIGNATION -  X 1203
 AX0005  PID         -  AX0005
 AX0005  STATE/COUNTY-  TX/WALLER
 AX0005  USGS QUAD   -  SAN FELIPE (1980)
 AX0005
 AX0005                         *CURRENT SURVEY CONTROL
 AX0005  ___________________________________________________________________
 AX0005* NAD 83(1986)-  29 46 24.     (N)    096 01 50.     (W)     SCALED    
 AX0005* NAVD 88     -        38.114  (meters)     125.05   (feet)  ADJUSTED  
 AX0005  ___________________________________________________________________
 AX0005  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0005  DYNAMIC HT  -          38.062 (meters)     124.88  (feet)  COMP
 AX0005  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 AX0005  OBS GRAVITY -     979,268.5   (mgal)                       GRAV_OBS
 AX0005
 AX0005  VERT ORDER  -  FIRST     CLASS I
 AX0005
 AX0005.The horizontal coordinates were scaled from a topographic map and have
 AX0005.an estimated accuracy of +/- 6 seconds.
 AX0005
 AX0005.The orthometric height was determined by differential leveling
 AX0005.and adjusted by the National Geodetic Survey in June 1991..
 AX0005
 AX0005.The geoid height was determined by GEOID03.
 AX0005
 AX0005.The dynamic height is computed by dividing the NAVD 88
 AX0005.geopotential number by the normal gravity value computed on the
 AX0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0005.degrees latitude (g = 980.6199 gals.).
 AX0005
 AX0005.The modeled gravity was interpolated from observed gravity values.
 AX0005.The observed gravity was obtained from relative gravimeter ties
 AX0005.to the IGSN71 gravity network.
 AX0005
 AX0005;                    North         East    Units  Estimated Accuracy
 AX0005;SPC TXSC     - 4,218,650.      887,100.      MT  (+/- 180 meters Scaled)
 AX0005
 AX0005                          SUPERSEDED SURVEY CONTROL
 AX0005
 AX0005  NGVD 29 (12/23/87)   38.095  (m)          124.98   (f) ADJUSTED    1 1
 AX0005
 AX0005.Superseded values are not recommended for survey control.
 AX0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0005.See file dsdata.txt to determine how the superseded data were derived.
 AX0005
 AX0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT871973(NAD 83)
 AX0005_MARKER: DB = BENCH MARK DISK
 AX0005_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0005_SP_SET: BRIDGE WINGWALL
 AX0005_STAMPING: X 1203 1973
 AX0005_MARK LOGO: NGS   
 AX0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0005+STABILITY: SURFACE MOTION
 AX0005
 AX0005  HISTORY     - Date     Condition        Report By
 AX0005  HISTORY     - 1973     MONUMENTED       NGS
 AX0005  HISTORY     - 1976     GOOD             NGS
 AX0005  HISTORY     - 1978     GOOD             NGS
 AX0005  HISTORY     - 1986     GOOD             NGS
 AX0005  HISTORY     - 1987     GOOD             USPSQD
 AX0005  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 AX0005  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AX0005
 AX0005                          STATION DESCRIPTION
 AX0005
 AX0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0005'4.75 MI W FROM BROOKSHIRE.
 AX0005'ABOUT 4.75 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0005'THE STATION AT BROOKSHIRE, ABOUT 6.4 FEET NORTH OF THE NORTH RAIL,
 AX0005'0.25 FOOT EAST OF THE EAST EDGE OF THE RAILROAD BRIDGE OVER BRAZOS
 AX0005'RIVER, 0.1 FOOT WEST OF A DIRT ROAD CROSSING LEADING NORTH, SET IN THE
 AX0005'CENTER OF THE EAST WINGWALL OF THE NORTH ABUTMENT OF AN 8-CHANNEL
 AX0005'RAILROAD BRIDGE, AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE TRACKS.
 AX0005
 AX0005                          STATION RECOVERY (1976)
 AX0005
 AX0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0005'RECOVERED IN GOOD CONDITION.
 AX0005
 AX0005                          STATION RECOVERY (1978)
 AX0005
 AX0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0005'NOTE=0.25 MILE EAST OF RIVER, NOT 0.25 FOOT.
 AX0005'ADD=0.1 MILE WEST OF DIRT ROAD CROSSING, OMIT 0.1 FOOT WEST OF
 AX0005'DIRT ROAD CROSSING.
 AX0005
 AX0005                          STATION RECOVERY (1986)
 AX0005
 AX0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0005'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0005'ADD--ALSO 7.8 KM (4.85 MI) WEST ALONG US HIGHWAY 90 FROM THE JUNCTION
 AX0005'OF FM ROAD 359 SOUTH IN BROOKSHIRE.
 AX0005
 AX0005                          STATION RECOVERY (1987)
 AX0005
 AX0005'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX0005'RECOVERED IN GOOD CONDITION.
 AX0005
 AX0005                          STATION RECOVERY (1999)
 AX0005
 AX0005'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0005'MARK NOT FOUND.
 AX0005
 AX0005                          STATION RECOVERY (2004)
 AX0005
 AX0005'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1541 ***********************************************************************
 AW1541  DESIGNATION -  X 1204
 AW1541  PID         -  AW1541
 AW1541  STATE/COUNTY-  TX/HARRIS
 AW1541  USGS QUAD   -  LA PORTE (1982)
 AW1541
 AW1541                         *CURRENT SURVEY CONTROL
 AW1541  ___________________________________________________________________
 AW1541* NAD 83(1986)-  29 42 28.     (N)    095 00 51.     (W)     SCALED    
 AW1541* NAVD 88     -        -2.510  (meters)      -8.23   (feet)  ADJUSTED  
 AW1541  ___________________________________________________________________
 AW1541  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1541  DYNAMIC HT  -          -2.506 (meters)      -8.22  (feet)  COMP
 AW1541  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 AW1541
 AW1541  VERT ORDER  -  FIRST     CLASS I
 AW1541
 AW1541.The horizontal coordinates were scaled from a topographic map and have
 AW1541.an estimated accuracy of +/- 6 seconds.
 AW1541
 AW1541.The orthometric height was determined by differential leveling
 AW1541.and adjusted by the National Geodetic Survey in June 1991..
 AW1541
 AW1541.The geoid height was determined by GEOID03.
 AW1541
 AW1541.The dynamic height is computed by dividing the NAVD 88
 AW1541.geopotential number by the normal gravity value computed on the
 AW1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1541.degrees latitude (g = 980.6199 gals.).
 AW1541
 AW1541.The modeled gravity was interpolated from observed gravity values.
 AW1541
 AW1541;                    North         East    Units  Estimated Accuracy
 AW1541;SPC TXSC     - 4,214,310.      985,580.      MT  (+/- 180 meters Scaled)
 AW1541
 AW1541                          SUPERSEDED SURVEY CONTROL
 AW1541
 AW1541  NGVD 29 (12/23/87)   -2.512  (m)           -8.24   (f) ADJUSTED    1 1
 AW1541
 AW1541.Superseded values are not recommended for survey control.
 AW1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1541.See file dsdata.txt to determine how the superseded data were derived.
 AW1541
 AW1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN051881(NAD 83)
 AW1541_MARKER: DB = BENCH MARK DISK
 AW1541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1541_SP_SET: WALL OF TUNNEL ARCHWAY
 AW1541_STAMPING: X 1204 1973
 AW1541_MARK LOGO: NGS   
 AW1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1541+STABILITY: SURFACE MOTION
 AW1541
 AW1541  HISTORY     - Date     Condition        Report By
 AW1541  HISTORY     - 1973     MONUMENTED       NGS
 AW1541  HISTORY     - 1976     GOOD             NGS
 AW1541  HISTORY     - 1976     GOOD             NGS
 AW1541  HISTORY     - 1978     GOOD             NGS
 AW1541  HISTORY     - 1983     GOOD             NGS
 AW1541  HISTORY     - 1987     GOOD             USPSQD
 AW1541  HISTORY     - 1987     GOOD             NGS
 AW1541  HISTORY     - 1989     GOOD             USPSQD
 AW1541  HISTORY     - 1989     GOOD             USPSQD
 AW1541  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1541
 AW1541                          STATION DESCRIPTION
 AW1541
 AW1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1541'IN BAYTOWN-LA PORTE TUNNEL.
 AW1541'AT THE NORTHEAST PORTAL AND ARCHWAY THENCE TO THE BAYTOWN-LA PORTE
 AW1541'TUNNEL (STATE HWY. 146), ABOUT 15 FEET NORTHWEST OF THE CENTER LINE OF
 AW1541'THE HIGHWAY, SET VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHWEST
 AW1541'CONCRETE WALL OF THE ARCHWAY, AND ABOUT 3.6 FEET ABOVE THE LEVEL OF
 AW1541'THE CURBING.
 AW1541
 AW1541                          STATION RECOVERY (1976)
 AW1541
 AW1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1541'RECOVERED IN GOOD CONDITION.
 AW1541
 AW1541                          STATION RECOVERY (1976)
 AW1541
 AW1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1541'RECOVERED IN GOOD CONDITION.
 AW1541
 AW1541                          STATION RECOVERY (1978)
 AW1541
 AW1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1541'RECOVERED IN GOOD CONDITION.
 AW1541
 AW1541                          STATION RECOVERY (1983)
 AW1541
 AW1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1541'RECOVERED IN GOOD CONDITION.
 AW1541
 AW1541                          STATION RECOVERY (1987)
 AW1541
 AW1541'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1541'RECOVERED IN GOOD CONDITION.
 AW1541
 AW1541                          STATION RECOVERY (1987)
 AW1541
 AW1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1541'RECOVERED IN GOOD CONDITION.
 AW1541
 AW1541                          STATION RECOVERY (1989)
 AW1541
 AW1541'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1541'RECOVERED IN GOOD CONDITION.
 AW1541
 AW1541                          STATION RECOVERY (1989)
 AW1541
 AW1541'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1541'RECOVERED IN GOOD CONDITION.
 AW1541
 AW1541                          STATION RECOVERY (2001)
 AW1541
 AW1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1541'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1515 ***********************************************************************
 AW1515  DESIGNATION -  X 1205
 AW1515  PID         -  AW1515
 AW1515  STATE/COUNTY-  TX/HARRIS
 AW1515  USGS QUAD   -  MORGANS POINT (1993)
 AW1515
 AW1515                         *CURRENT SURVEY CONTROL
 AW1515  ___________________________________________________________________
 AW1515* NAD 83(1986)-  29 43 41.     (N)    094 57 15.     (W)     SCALED    
 AW1515* NAVD 88     -         6.426  (meters)      21.08   (feet)  ADJUSTED  
 AW1515  ___________________________________________________________________
 AW1515  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1515  DYNAMIC HT  -           6.417 (meters)      21.05  (feet)  COMP
 AW1515  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 AW1515
 AW1515  VERT ORDER  -  FIRST     CLASS II
 AW1515
 AW1515.The horizontal coordinates were scaled from a topographic map and have
 AW1515.an estimated accuracy of +/- 6 seconds.
 AW1515
 AW1515.The orthometric height was determined by differential leveling
 AW1515.and adjusted by the National Geodetic Survey in June 1991..
 AW1515
 AW1515.The geoid height was determined by GEOID03.
 AW1515
 AW1515.The dynamic height is computed by dividing the NAVD 88
 AW1515.geopotential number by the normal gravity value computed on the
 AW1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1515.degrees latitude (g = 980.6199 gals.).
 AW1515
 AW1515.The modeled gravity was interpolated from observed gravity values.
 AW1515
 AW1515;                    North         East    Units  Estimated Accuracy
 AW1515;SPC TXSC     - 4,216,760.      991,310.      MT  (+/- 180 meters Scaled)
 AW1515
 AW1515                          SUPERSEDED SURVEY CONTROL
 AW1515
 AW1515  NGVD 29 (12/23/87)    6.423  (m)           21.07   (f) ADJUSTED    1 2
 AW1515
 AW1515.Superseded values are not recommended for survey control.
 AW1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1515.See file dsdata.txt to determine how the superseded data were derived.
 AW1515
 AW1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN109902(NAD 83)
 AW1515_MARKER: DB = BENCH MARK DISK
 AW1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1515_SP_SET: CONCRETE POST
 AW1515_STAMPING: X 1205 1973
 AW1515_MARK LOGO: NGS   
 AW1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1515+STABILITY: SURFACE MOTION
 AW1515
 AW1515  HISTORY     - Date     Condition        Report By
 AW1515  HISTORY     - 1973     MONUMENTED       NGS
 AW1515  HISTORY     - 1978     GOOD             NGS
 AW1515  HISTORY     - 1978     GOOD             DOD
 AW1515  HISTORY     - 1987     GOOD             NGS
 AW1515  HISTORY     - 1989     GOOD             USPSQD
 AW1515  HISTORY     - 1989     GOOD             USPSQD
 AW1515  HISTORY     - 1990     GOOD             USPSQD
 AW1515  HISTORY     - 19940219 GOOD             USPSQD
 AW1515  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1515  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW1515
 AW1515                          STATION DESCRIPTION
 AW1515
 AW1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1515'1.05 MI E FROM BAYTOWN.
 AW1515'ABOUT 1 BLOCK SOUTH ALONG N. GAILLARD ST. FROM THE POST OFFICE AT
 AW1515'BAYTOWN, THENCE 1.05 MILES EAST ALONG E. TEXAS AVENUE, AT THE JUNCTION
 AW1515'OF TRI-CITY BEACH RD., 43.5 FEET NORTHEAST OF A CENTER LINE OF A CURVE
 AW1515'IN THE ROAD, 55 FEET SOUTH OF THE CENTER LINE OF EAST TEXAS AVE., 43
 AW1515'FEET SOUTHEAST OF A POWER POLE BEARING A STREET LIGHT, 7.5 FEET WEST
 AW1515'OF A BRICK WALL BEARING LETTERS ROSELAND OAKS, 1 FOOT WEST OF A HEDGE,
 AW1515'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1515
 AW1515                          STATION RECOVERY (1978)
 AW1515
 AW1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1515'RECOVERED IN GOOD CONDITION.
 AW1515
 AW1515                          STATION RECOVERY (1978)
 AW1515
 AW1515'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1515'RECOVERED IN GOOD CONDITION.
 AW1515
 AW1515                          STATION RECOVERY (1987)
 AW1515
 AW1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1515'RECOVERED IN GOOD CONDITION.
 AW1515
 AW1515                          STATION RECOVERY (1989)
 AW1515
 AW1515'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1515'RECOVERED IN GOOD CONDITION.
 AW1515
 AW1515                          STATION RECOVERY (1989)
 AW1515
 AW1515'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1515'RECOVERED IN GOOD CONDITION.
 AW1515
 AW1515                          STATION RECOVERY (1990)
 AW1515
 AW1515'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1515'RECOVERED IN GOOD CONDITION.
 AW1515
 AW1515                          STATION RECOVERY (1994)
 AW1515
 AW1515'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1515'RECOVERED IN GOOD CONDITION.
 AW1515
 AW1515                          STATION RECOVERY (2001)
 AW1515
 AW1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1515'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1515
 AW1515                          STATION RECOVERY (2004)
 AW1515
 AW1515'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW1515'NEW ROAD CONSTRUCTION PLACES MEASURED LOCATION UNDER CONCRETE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0100 ***********************************************************************
 AW0100  DESIGNATION -  X 1206
 AW0100  PID         -  AW0100
 AW0100  STATE/COUNTY-  TX/BRAZORIA
 AW0100  USGS QUAD   -  LAKE JACKSON (1974)
 AW0100
 AW0100                         *CURRENT SURVEY CONTROL
 AW0100  ___________________________________________________________________
 AW0100* NAD 83(1986)-  29 01 54.     (N)    095 24 14.     (W)     SCALED    
 AW0100* NAVD 88     -         4.62   (+/-2cm)      15.2    (feet)  VERTCON   
 AW0100  ___________________________________________________________________
 AW0100  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0100
 AW0100  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0100
 AW0100.The horizontal coordinates were scaled from a topographic map and have
 AW0100.an estimated accuracy of +/- 6 seconds.
 AW0100
 AW0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0100.The vertical order pertains to the NGVD 29 superseded value.
 AW0100
 AW0100.The geoid height was determined by GEOID03.
 AW0100
 AW0100;                    North         East    Units  Estimated Accuracy
 AW0100;SPC TXSC     - 4,138,190.      950,200.      MT  (+/- 180 meters Scaled)
 AW0100
 AW0100                          SUPERSEDED SURVEY CONTROL
 AW0100
 AW0100  NGVD 29 (??/??/92)    4.640  (m)           15.22   (f) ADJ UNCH    1 2
 AW0100
 AW0100.Superseded values are not recommended for survey control.
 AW0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0100.See file dsdata.txt to determine how the superseded data were derived.
 AW0100
 AW0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN658138(NAD 83)
 AW0100_MARKER: DB = BENCH MARK DISK
 AW0100_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0100+WITH SETTING: INTO GROUND
 AW0100_STAMPING: X 1206 1973
 AW0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0100+STABILITY: SURFACE MOTION
 AW0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0100+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AW0100
 AW0100  HISTORY     - Date     Condition        Report By
 AW0100  HISTORY     - 1973     MONUMENTED       NGS
 AW0100  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0100  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW0100  HISTORY     - 20000828 GOOD             LOCSUR
 AW0100  HISTORY     - 20041106 GOOD             USPSQD
 AW0100
 AW0100                          STATION DESCRIPTION
 AW0100
 AW0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0100'0.55 MI NW FROM CLUTE.
 AW0100'0.55 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW0100'CROSSING OF MAIN STREET AT CLUTE, 9 POLES SOUTHEAST OF MILEPOLE 9, AT
 AW0100'THE CROSSING OF A PRIVATE SHELL ROAD, 52.5 FEET NORTHEAST OF THE
 AW0100'NORTHEAST RAIL, 17 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 AW0100'5 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF JANES STREET, 2 1/2
 AW0100'FEET NORTHWEST OF A POWER POLE, 3.2 FEET EAST OF TELEPHONE POLE 1726,
 AW0100'1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE
 AW0100'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS 4
 AW0100'FEET LONG AND HAS A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD
 AW0100'IS ENCASED IN A 4-INCH IRON PIPE.
 AW0100
 AW0100                          STATION RECOVERY (1978)
 AW0100
 AW0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0100'A THOROUGH SEARCH WAS MADE BUT THE MARK WAS NOT RECOVERED. IT APPEARS
 AW0100'THAT THE INSTALLATION OF NEW POWERLINE POLES COULD HAVE DESTROYED
 AW0100'THE MARK. THE DISK WAS NOT RECOVERED.
 AW0100
 AW0100                          STATION RECOVERY (1998)
 AW0100
 AW0100'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0100'MARK NOT FOUND.
 AW0100
 AW0100                          STATION RECOVERY (2000)
 AW0100
 AW0100'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (RD)
 AW0100'MARK WAS FOUND USING THE LISTED DATA SHEET. MARK IS BURIED
 AW0100'APPROXIMATELY FOUR TO SIX INCHES BELOW NATURAL GROUND.
 AW0100
 AW0100                          STATION RECOVERY (2004)
 AW0100
 AW0100'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0100'GO TO N 29 01 53.9 W095 24 16.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1179 ***********************************************************************
 AW1179  DESIGNATION -  X 1207
 AW1179  PID         -  AW1179
 AW1179  STATE/COUNTY-  TX/BRAZORIA
 AW1179  USGS QUAD   -  ANGLETON (1974)
 AW1179
 AW1179                         *CURRENT SURVEY CONTROL
 AW1179  ___________________________________________________________________
 AW1179* NAD 83(1986)-  29 08 42.     (N)    095 27 10.     (W)     SCALED    
 AW1179* NAVD 88     -         8.36   (+/-2cm)      27.4    (feet)  VERTCON   
 AW1179  ___________________________________________________________________
 AW1179  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW1179
 AW1179  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1179
 AW1179.The horizontal coordinates were scaled from a topographic map and have
 AW1179.an estimated accuracy of +/- 6 seconds.
 AW1179
 AW1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1179.The vertical order pertains to the NGVD 29 superseded value.
 AW1179
 AW1179.The geoid height was determined by GEOID03.
 AW1179
 AW1179;                    North         East    Units  Estimated Accuracy
 AW1179;SPC TXSC     - 4,150,600.      945,060.      MT  (+/- 180 meters Scaled)
 AW1179
 AW1179                          SUPERSEDED SURVEY CONTROL
 AW1179
 AW1179  NGVD 29 (??/??/92)    8.369  (m)           27.46   (f) ADJ UNCH    1 1
 AW1179
 AW1179.Superseded values are not recommended for survey control.
 AW1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1179.See file dsdata.txt to determine how the superseded data were derived.
 AW1179
 AW1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN613265(NAD 83)
 AW1179_MARKER: DB = BENCH MARK DISK
 AW1179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1179_SP_SET: ABUTMENT
 AW1179_STAMPING: X 1207 1972
 AW1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW1179+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 AW1179
 AW1179  HISTORY     - Date     Condition        Report By
 AW1179  HISTORY     - 1972     MONUMENTED       NGS
 AW1179  HISTORY     - 1973     GOOD             NGS
 AW1179  HISTORY     - 1978     GOOD             NGS
 AW1179  HISTORY     - 1980     GOOD             LOCSUR
 AW1179  HISTORY     - 1990     GOOD             USPSQD
 AW1179  HISTORY     - 19910704 GOOD             USPSQD
 AW1179  HISTORY     - 19970628 GOOD             USPSQD
 AW1179  HISTORY     - 20030426 GOOD             USPSQD
 AW1179
 AW1179                          STATION DESCRIPTION
 AW1179
 AW1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1179'1.6 MI SW FROM ANGLETON.
 AW1179'1.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1179'STATION AT ANGLETON, ABOUT 0.3 MILE SOUTHWEST OF MILE POLE 319, IN THE
 AW1179'TOP AND 5.7 FEET WEST OF THE NORTHEAST END OF THE SOUTHEAST BRIDGE
 AW1179'ABUTMENT OF A BRIDGE UNDER A PAVED ROAD, 0.6 FOOT NORTH OF A GUARD
 AW1179'RAIL, 14.8 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 70.5 FEET
 AW1179'NORTHWEST OF THE NORTHEAST END OF RAILROAD BRIDGE 318.7, 78.0 FEET
 AW1179'NORTHWEST OF THE NORTHWEST RAIL.
 AW1179
 AW1179                          STATION RECOVERY (1978)
 AW1179
 AW1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1179'RECOVERED IN GOOD CONDITION.
 AW1179
 AW1179                          STATION RECOVERY (1980)
 AW1179
 AW1179'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW1179'RECOVERED IN GOOD CONDITION.
 AW1179
 AW1179                          STATION RECOVERY (1990)
 AW1179
 AW1179'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1179'RECOVERED IN GOOD CONDITION.
 AW1179
 AW1179                          STATION RECOVERY (1991)
 AW1179
 AW1179'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1179'RECOVERED IN GOOD CONDITION.
 AW1179
 AW1179                          STATION RECOVERY (1997)
 AW1179
 AW1179'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1179'RECOVERED IN GOOD CONDITION.
 AW1179
 AW1179                          STATION RECOVERY (2003)
 AW1179
 AW1179'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0595 ***********************************************************************
 AW0595  DESIGNATION -  X 1208
 AW0595  PID         -  AW0595
 AW0595  STATE/COUNTY-  TX/GALVESTON
 AW0595  USGS QUAD   -  GALVESTON (1994)
 AW0595
 AW0595                         *CURRENT SURVEY CONTROL
 AW0595  ___________________________________________________________________
 AW0595* NAD 83(1986)-  29 16 44.     (N)    094 48 20.     (W)     SCALED    
 AW0595* NAVD 88     -         5.88   (+/-2cm)      19.3    (feet)  VERTCON   
 AW0595  ___________________________________________________________________
 AW0595  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0595
 AW0595  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0595
 AW0595.The horizontal coordinates were scaled from a topographic map and have
 AW0595.an estimated accuracy of +/- 6 seconds.
 AW0595
 AW0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0595.The vertical order pertains to the NGVD 29 superseded value.
 AW0595
 AW0595.The geoid height was determined by GEOID03.
 AW0595
 AW0595;                    North         East    Units  Estimated Accuracy
 AW0595;SPC TXSC     - 4,167,510.    1,007,460.      MT  (+/- 180 meters Scaled)
 AW0595
 AW0595                          SUPERSEDED SURVEY CONTROL
 AW0595
 AW0595  NGVD 29 (??/??/92)    5.874  (m)           19.27   (f) ADJ UNCH    1 1
 AW0595
 AW0595.Superseded values are not recommended for survey control.
 AW0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0595.See file dsdata.txt to determine how the superseded data were derived.
 AW0595
 AW0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN245402(NAD 83)
 AW0595_MARKER: DB = BENCH MARK DISK
 AW0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0595_SP_SET: BUNKER
 AW0595_STAMPING: X 1208 1973
 AW0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0595
 AW0595  HISTORY     - Date     Condition        Report By
 AW0595  HISTORY     - 1973     MONUMENTED       NGS
 AW0595  HISTORY     - 1978     GOOD             NGS
 AW0595  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW0595  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0595  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0595  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0595  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0595  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0595  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0595  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0595  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 AW0595  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW0595  HISTORY     - 20041210 MARK NOT FOUND   USPSQD
 AW0595
 AW0595                          STATION DESCRIPTION
 AW0595
 AW0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0595'IN GALVESTON.
 AW0595'AT GALVESTON, ALONG SEAWALL BOULEVARD, ACROSS AVENUE U FROM LOVENBERG
 AW0595'SCHOOL, AT THE EAST CORNER OF A FORMER FORT CROCKETT GUN BUNKER, SET
 AW0595'VERTICALLY IN THE SOUTHEAST CONCRETE FACE OF THE BUNKER, 0.8 FOOT
 AW0595'SOUTHWEST OF THE EAST CORNER, 59 FEET NORTHWEST OF THE NORTHWEST CURB
 AW0595'OF THE BOULEVARD, 136 FEET SOUTHWEST OF THE CENTER LINE OF 39TH
 AW0595'STREET, 73 1/2 FEET SOUTHEAST OF THE CENTER LINE OF AVENUE U, ABOUT 3
 AW0595'FEET HIGHER THAN THE BOULEVARD, AND 3.3 FEET ABOVE THE GROUND.
 AW0595
 AW0595                          STATION RECOVERY (1978)
 AW0595
 AW0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0595'RECOVERED IN GOOD CONDITION.
 AW0595
 AW0595                          STATION RECOVERY (1983)
 AW0595
 AW0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0595'NOT RECOVERED.  NO GUN BUNKER FOUND, POSSIBLY REMOVED.
 AW0595
 AW0595                          STATION RECOVERY (1987)
 AW0595
 AW0595'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW0595'MARK NOT FOUND.
 AW0595
 AW0595                          STATION RECOVERY (1987)
 AW0595
 AW0595'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0595'MARK NOT FOUND.
 AW0595
 AW0595                          STATION RECOVERY (1987)
 AW0595
 AW0595'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0595'MARK NOT FOUND.
 AW0595
 AW0595                          STATION RECOVERY (1988)
 AW0595
 AW0595'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0595'MARK NOT FOUND.
 AW0595
 AW0595                          STATION RECOVERY (1989)
 AW0595
 AW0595'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0595'MARK NOT FOUND.
 AW0595
 AW0595                          STATION RECOVERY (1989)
 AW0595
 AW0595'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0595'MARK NOT FOUND.
 AW0595
 AW0595                          STATION RECOVERY (1990)
 AW0595
 AW0595'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0595'MARK NOT FOUND.
 AW0595
 AW0595                          STATION RECOVERY (1999)
 AW0595
 AW0595'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0595'MARK NOT FOUND.
 AW0595
 AW0595                          STATION RECOVERY (2001)
 AW0595
 AW0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0595'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0595
 AW0595                          STATION RECOVERY (2004)
 AW0595
 AW0595'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0051 ***********************************************************************
 AW0051  DESIGNATION -  X 1209
 AW0051  PID         -  AW0051
 AW0051  STATE/COUNTY-  TX/BRAZORIA
 AW0051  USGS QUAD   -  OYSTER CREEK (1974)
 AW0051
 AW0051                         *CURRENT SURVEY CONTROL
 AW0051  ___________________________________________________________________
 AW0051* NAD 83(1986)-  29 02 43.     (N)    095 20 20.     (W)     SCALED    
 AW0051* NAVD 88     -         2.29   (+/-2cm)       7.5    (feet)  VERTCON   
 AW0051  ___________________________________________________________________
 AW0051  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW0051
 AW0051  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0051
 AW0051.The horizontal coordinates were scaled from a topographic map and have
 AW0051.an estimated accuracy of +/- 6 seconds.
 AW0051
 AW0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0051.The vertical order pertains to the NGVD 29 superseded value.
 AW0051
 AW0051.The geoid height was determined by GEOID03.
 AW0051
 AW0051;                    North         East    Units  Estimated Accuracy
 AW0051;SPC TXSC     - 4,139,900.      956,480.      MT  (+/- 180 meters Scaled)
 AW0051
 AW0051                          SUPERSEDED SURVEY CONTROL
 AW0051
 AW0051  NGVD 29 (??/??/92)    2.308  (m)            7.57   (f) ADJ UNCH    1 1
 AW0051
 AW0051.Superseded values are not recommended for survey control.
 AW0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0051.See file dsdata.txt to determine how the superseded data were derived.
 AW0051
 AW0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN722152(NAD 83)
 AW0051_MARKER: DB = BENCH MARK DISK
 AW0051_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0051_SP_SET: 32 FEET
 AW0051_STAMPING: X 1209 1973
 AW0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0051+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0051
 AW0051  HISTORY     - Date     Condition        Report By
 AW0051  HISTORY     - 1973     MONUMENTED       NGS
 AW0051  HISTORY     - 1978     GOOD             NGS
 AW0051  HISTORY     - 1990     GOOD             USPSQD
 AW0051  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0051  HISTORY     - 20040319 GOOD             USPSQD
 AW0051
 AW0051                          STATION DESCRIPTION
 AW0051
 AW0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0051'6.55 MI N FROM FREEPORT.
 AW0051'6.55 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0051'BOULEVARD AT FREEPORT, 0.2 MILE NORTHWEST OF A BRICK HOUSE, 0.25 MILE
 AW0051'SOUTHEAST OF THE JUNCTION OF COUNTY ROAD 227, AT THE JUNCTION OF A
 AW0051'FIELD ENTRANCE ROAD NORTHEAST TO A SMALL POND, 59 FEET NORTHEAST OF
 AW0051'THE CENTER LINE OF THE ROAD, 13 FEET SOUTHEAST OF THE CENTER LINE OF
 AW0051'THE ROAD NORTHEAST, 2 1/2 FEET SOUTHEAST OF THESOUTHEAST END OF A
 AW0051'GATE, 141 FEET SOUTHEAST OF A POWER POLE, 1.4 FEET SOUTHWEST OF A
 AW0051'FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 AW0051'THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 AW0051'REFUSAL AT A DEPTH OF 32 FEET.  THE UPPER PORTION OF THE ROD IS
 AW0051'ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW0051
 AW0051                          STATION RECOVERY (1978)
 AW0051
 AW0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0051'RECOVERED IN GOOD CONDITION.
 AW0051
 AW0051                          STATION RECOVERY (1990)
 AW0051
 AW0051'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0051'RECOVERED IN GOOD CONDITION.
 AW0051
 AW0051                          STATION RECOVERY (2003)
 AW0051
 AW0051'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AW0051'MARK NOT FOUND.
 AW0051
 AW0051                          STATION RECOVERY (2004)
 AW0051
 AW0051'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1596 ***********************************************************************
 AX1596  DESIGNATION -  X 121
 AX1596  PID         -  AX1596
 AX1596  STATE/COUNTY-  TX/LAVACA
 AX1596  USGS QUAD   -  SHINER (1987)
 AX1596
 AX1596                         *CURRENT SURVEY CONTROL
 AX1596  ___________________________________________________________________
 AX1596* NAD 83(1986)-  29 28 39.     (N)    097 09 16.     (W)     SCALED    
 AX1596* NAVD 88     -       113.35   (+/-2cm)     371.9    (feet)  VERTCON   
 AX1596  ___________________________________________________________________
 AX1596  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AX1596
 AX1596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1596
 AX1596.The horizontal coordinates were scaled from a topographic map and have
 AX1596.an estimated accuracy of +/- 6 seconds.
 AX1596
 AX1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1596.The vertical order pertains to the NGVD 29 superseded value.
 AX1596
 AX1596.The geoid height was determined by GEOID03.
 AX1596
 AX1596;                    North         East    Units  Estimated Accuracy
 AX1596;SPC TXSC     - 4,183,630.      778,970.      MT  (+/- 180 meters Scaled)
 AX1596
 AX1596                          SUPERSEDED SURVEY CONTROL
 AX1596
 AX1596  NGVD 29 (??/??/92)  113.323  (m)          371.79   (f) ADJ UNCH    2 0
 AX1596
 AX1596.Superseded values are not recommended for survey control.
 AX1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1596.See file dsdata.txt to determine how the superseded data were derived.
 AX1596
 AX1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT789623(NAD 83)
 AX1596_MARKER: DB = BENCH MARK DISK
 AX1596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1596_SP_SET: CULVERT
 AX1596_STAMPING: X 121 1933
 AX1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1596
 AX1596  HISTORY     - Date     Condition        Report By
 AX1596  HISTORY     - 1933     MONUMENTED       CGS
 AX1596  HISTORY     - 1943     GOOD             NGS
 AX1596  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1596
 AX1596                          STATION DESCRIPTION
 AX1596
 AX1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1596'3.55 MI N FROM SHINER.
 AX1596'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1596'STATION AT SHINER, PROCEED 3.55 MILES NORTHERLY ALONG THE TRACK TO
 AX1596'BRIDGE NO.14.14 AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1596'HORIZONTALLY IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A
 AX1596'4X18 FOOT FOUR WAY CONCRETE BOX CULVERT UNDER STATE HIGHWAY NO.95. IT
 AX1596'IS FOUR TELEPHONE POLES NORTH OF RAILROAD MILE POST NO.14, 85.0 FEET
 AX1596'EAST OF AND ABOUT 6.0 FEET BELOW THE CENTERLINE OF THE TRACK AT THE
 AX1596'SOUTH END OF RAILROAD BRIDGE NO.14.14, 15.5 FEET WEST OF AND ABOUT THE
 AX1596'SAME ELEVATION AS THE CENTERLINE OF STATE HIGHWAY NO.95.  A DISK SET
 AX1596'IN A DRILL HOLE.
 AX1596
 AX1596                          STATION RECOVERY (1997)
 AX1596
 AX1596'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1597 ***********************************************************************
 AX1597  DESIGNATION -  X 121 RESET 1972
 AX1597  PID         -  AX1597
 AX1597  STATE/COUNTY-  TX/LAVACA
 AX1597  USGS QUAD   -  SHINER (1987)
 AX1597
 AX1597                         *CURRENT SURVEY CONTROL
 AX1597  ___________________________________________________________________
 AX1597* NAD 83(1986)-  29 28 38.     (N)    097 09 15.     (W)     SCALED    
 AX1597* NAVD 88     -       112.81   (+/-2cm)     370.1    (feet)  VERTCON   
 AX1597  ___________________________________________________________________
 AX1597  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AX1597
 AX1597  VERT ORDER  -  THIRD (See Below)
 AX1597
 AX1597.The horizontal coordinates were scaled from a topographic map and have
 AX1597.an estimated accuracy of +/- 6 seconds.
 AX1597
 AX1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1597.The vertical order pertains to the NGVD 29 superseded value.
 AX1597
 AX1597.The geoid height was determined by GEOID03.
 AX1597
 AX1597;                    North         East    Units  Estimated Accuracy
 AX1597;SPC TXSC     - 4,183,600.      778,990.      MT  (+/- 180 meters Scaled)
 AX1597
 AX1597                          SUPERSEDED SURVEY CONTROL
 AX1597
 AX1597  NGVD 29 (01/29/03)  112.78   (m)          370.0    (f) RESET       3  
 AX1597
 AX1597.Superseded values are not recommended for survey control.
 AX1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1597.See file dsdata.txt to determine how the superseded data were derived.
 AX1597
 AX1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT789622(NAD 83)
 AX1597_MARKER: DB = BENCH MARK DISK
 AX1597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1597_SP_SET: CULVERT
 AX1597_STAMPING: X 121 RESET 1972
 AX1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1597
 AX1597  HISTORY     - Date     Condition        Report By
 AX1597  HISTORY     - 1972     MONUMENTED       TXHD
 AX1597  HISTORY     - 1973     GOOD             TXHD
 AX1597
 AX1597                          STATION DESCRIPTION
 AX1597
 AX1597'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1973
 AX1597'3.3 MI N FROM SHINER.
 AX1597'ABOUT 3.3 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AX1597'THE STATION AT SHINER, LAVACA COUNTY, ABOUT 4 POLES NORTH OF MILEPOST
 AX1597'14, EAST OF THE SOUTH END OF BRIDGE 14.14 140 FEET EAST OF THE CENTER
 AX1597'LINE OF THE TREACK AT A 4- BY 18 FOOT FOUR WAY CONCRETE BOX CULVERT
 AX1597'UNDER STATE HIGHWAY 95, IN THE TOP OF THE NORTH END OF THE EAST HEAD
 AX1597'WALL, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT ONE
 AX1597'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK STAMPED X 121 RESET
 AX1597'1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2114 ***********************************************************************
 AW2114  DESIGNATION -  X 1210
 AW2114  PID         -  AW2114
 AW2114  STATE/COUNTY-  TX/HARRIS
 AW2114  USGS QUAD   -  BELLAIRE (1995)
 AW2114
 AW2114                         *CURRENT SURVEY CONTROL
 AW2114  ___________________________________________________________________
 AW2114* NAD 83(1986)-  29 38 51.     (N)    095 27 48.     (W)     SCALED    
 AW2114* NAVD 88     -        19.25   (+/-2cm)      63.2    (feet)  VERTCON   
 AW2114  ___________________________________________________________________
 AW2114  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2114  OBS GRAVITY -     979,279.3   (mgal)                       GRAV_OBS
 AW2114
 AW2114  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2114
 AW2114.The horizontal coordinates were scaled from a topographic map and have
 AW2114.an estimated accuracy of +/- 6 seconds.
 AW2114
 AW2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2114.The vertical order pertains to the NGVD 29 superseded value.
 AW2114
 AW2114.The geoid height was determined by GEOID03.
 AW2114.The observed gravity was obtained from relative gravimeter ties
 AW2114.to the IGSN71 gravity network.
 AW2114
 AW2114;                    North         East    Units  Estimated Accuracy
 AW2114;SPC TXSC     - 4,206,240.      942,350.      MT  (+/- 180 meters Scaled)
 AW2114
 AW2114                          SUPERSEDED SURVEY CONTROL
 AW2114
 AW2114  NGVD 29 (04/06/79)   19.245  (m)           63.14   (f) ADJUSTED    1 2
 AW2114
 AW2114.Superseded values are not recommended for survey control.
 AW2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2114.See file dsdata.txt to determine how the superseded data were derived.
 AW2114
 AW2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN615822(NAD 83)
 AW2114_MARKER: DB = BENCH MARK DISK
 AW2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2114_STAMPING: X 1210 1973
 AW2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2114+STABILITY: SURFACE MOTION
 AW2114
 AW2114  HISTORY     - Date     Condition        Report By
 AW2114  HISTORY     - 1973     MONUMENTED       NGS
 AW2114  HISTORY     - 1978     GOOD             NGS
 AW2114  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2114  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2114
 AW2114                          STATION DESCRIPTION
 AW2114
 AW2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2114'5.5 MI NW FROM ALMEDA.
 AW2114'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2114'288 AT ALMEDA, THENCE 2.95 MILES NORTH ALONG SOUTH POST OAK ROAD, 4.55
 AW2114'MILES SOUTHEAST OF BELLAIRE, AT THE SOUTHEAST CORNER OF THE JUNCTION
 AW2114'OF U.S. HIGHWAY 90 ALT., 100 FEET EAST OF THE CENTER LINE OF THE EAST
 AW2114'LANES OF THE ROAD, 64 FEET SOUTHEAST OF THE SOUTHEAST LANES OF THE
 AW2114'HIGHWAY, 165.8 FEET NORTHEAST OF BENCH MARK P 805, 83 FEET NORTH OF
 AW2114'THE WEST CORNER OF THE K MART AUTO SERVICE BUILDING, 2 FEET SOUTHWEST
 AW2114'OF POWER POLE 1229, 4.0 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 AW2114'PARKING LOT, 105 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ENTRANCE
 AW2114'ROAD TO THE PARKING LOT, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE
 AW2114'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A
 AW2114'DEPTH OF 24 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AW2114'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW2114
 AW2114                          STATION RECOVERY (1978)
 AW2114
 AW2114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2114'RECOVERED IN GOOD CONDITION.
 AW2114
 AW2114                          STATION RECOVERY (1986)
 AW2114
 AW2114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2114'NOT RECOVERED.
 AW2114
 AW2114                          STATION RECOVERY (1987)
 AW2114
 AW2114'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2129 ***********************************************************************
 AW2129  DESIGNATION -  X 1211
 AW2129  PID         -  AW2129
 AW2129  STATE/COUNTY-  TX/FORT BEND
 AW2129  USGS QUAD   -  ALIEF (1995)
 AW2129
 AW2129                         *CURRENT SURVEY CONTROL
 AW2129  ___________________________________________________________________
 AW2129* NAD 83(1986)-  29 37 34.     (N)    095 36 19.     (W)     SCALED    
 AW2129* NAVD 88     -        24.982  (meters)      81.96   (feet)  ADJUSTED  
 AW2129  ___________________________________________________________________
 AW2129  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW2129  DYNAMIC HT  -          24.947 (meters)      81.85  (feet)  COMP
 AW2129  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 AW2129
 AW2129  VERT ORDER  -  FIRST     CLASS II
 AW2129
 AW2129.The horizontal coordinates were scaled from a topographic map and have
 AW2129.an estimated accuracy of +/- 6 seconds.
 AW2129
 AW2129.The orthometric height was determined by differential leveling
 AW2129.and adjusted by the National Geodetic Survey in September 1996..
 AW2129
 AW2129.The geoid height was determined by GEOID03.
 AW2129
 AW2129.The dynamic height is computed by dividing the NAVD 88
 AW2129.geopotential number by the normal gravity value computed on the
 AW2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2129.degrees latitude (g = 980.6199 gals.).
 AW2129
 AW2129.The modeled gravity was interpolated from observed gravity values.
 AW2129
 AW2129;                    North         East    Units  Estimated Accuracy
 AW2129;SPC TXSC     - 4,203,460.      928,680.      MT  (+/- 180 meters Scaled)
 AW2129
 AW2129                          SUPERSEDED SURVEY CONTROL
 AW2129
 AW2129  NAVD 88 (06/15/91)   25.209  (m)           82.71   (f) UNKNOWN     1 2
 AW2129  NGVD 29 (12/23/87)   25.205  (m)           82.69   (f) ADJUSTED    1 2
 AW2129
 AW2129.Superseded values are not recommended for survey control.
 AW2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2129.See file dsdata.txt to determine how the superseded data were derived.
 AW2129
 AW2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN477801(NAD 83)
 AW2129_MARKER: DV = VERTICAL CONTROL DISK
 AW2129_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2129_SP_SET: CULVERT HEADWALL
 AW2129_STAMPING: X 1211 1973
 AW2129_MARK LOGO: NGS   
 AW2129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2129+STABILITY: SURFACE MOTION
 AW2129
 AW2129  HISTORY     - Date     Condition        Report By
 AW2129  HISTORY     - 1973     MONUMENTED       NGS
 AW2129  HISTORY     - 1978     GOOD             NGS
 AW2129  HISTORY     - 1986     GOOD             NGS
 AW2129  HISTORY     - 1987     GOOD             USPSQD
 AW2129  HISTORY     - 1989     GOOD             USPSQD
 AW2129  HISTORY     - 19910316 GOOD             USPSQD
 AW2129  HISTORY     - 19951007 GOOD             CHANCE
 AW2129  HISTORY     - 20040323 MARK NOT FOUND   USPSQD
 AW2129  HISTORY     - 20050131 GOOD             LJA
 AW2129
 AW2129                          STATION DESCRIPTION
 AW2129
 AW2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2129'3.1 MI NW FROM STAFFORD.
 AW2129'0.65 MILE NORTHWEST ALONG NORTH MAIN STREET FROM THE JUNCTION OF
 AW2129'STAFFORD ROAD AT STAFFORD, THENCE 2.45 MILES NORTHWEST ALONG U.S.
 AW2129'HIGHWAY 90 ALT. 1.9 MILES EAST OF SUGAR LAND, 0.45 MILE WEST OF THE
 AW2129'JUNCTION OF STILES ROAD, 0.05 MILE EAST OF THE JUNCTION OF INDUSTRAL
 AW2129'ROAD NORTH, IN THE TOP AND 1.4 FEET EAST OF THE WEST END OF THE NORTH
 AW2129'CONCRETE HEADWALL OF DOUBLE 24-INCH PIPE CULVERTS, 32 FEET NORTH OF
 AW2129'THE CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND ABOUT LEVEL
 AW2129'WITH THE HIGHWAY.
 AW2129
 AW2129                          STATION RECOVERY (1978)
 AW2129
 AW2129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2129'RECOVERED IN GOOD CONDITION.
 AW2129
 AW2129                          STATION RECOVERY (1986)
 AW2129
 AW2129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2129'RECOVERED IN GOOD CONDITION.
 AW2129
 AW2129                          STATION RECOVERY (1987)
 AW2129
 AW2129'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2129'RECOVERED IN GOOD CONDITION.
 AW2129
 AW2129                          STATION RECOVERY (1989)
 AW2129
 AW2129'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2129'RECOVERED IN GOOD CONDITION.
 AW2129
 AW2129                          STATION RECOVERY (1991)
 AW2129
 AW2129'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2129'RECOVERED IN GOOD CONDITION.
 AW2129
 AW2129                          STATION RECOVERY (1995)
 AW2129
 AW2129'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2129'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL TIES FOLLOW.
 AW2129'43.5 FT (13.3 M) SOUTH OF SOUTH RAIL, 4.5 FT (1.4 M) NORTH OF THE
 AW2129'GUARD RAIL, 237 FT (72.2 M) EAST OF A RAILROAD SIGNAL AND BARRICADE,
 AW2129'97.5 FT (29.7 M) EAST OF A TRAFFIC SIGN INDICATING DIRECTIONS TO THE
 AW2129'JUSTICE CENTER.
 AW2129
 AW2129                          STATION RECOVERY (2004)
 AW2129
 AW2129'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2129'MARK NOT FOUND.
 AW2129
 AW2129                          STATION RECOVERY (2005)
 AW2129
 AW2129'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2134 ***********************************************************************
 AW2134  DESIGNATION -  X 1212
 AW2134  PID         -  AW2134
 AW2134  STATE/COUNTY-  TX/FORT BEND
 AW2134  USGS QUAD   -  ALIEF (1995)
 AW2134
 AW2134                         *CURRENT SURVEY CONTROL
 AW2134  ___________________________________________________________________
 AW2134* NAD 83(1986)-  29 37 48.     (N)    095 37 08.     (W)     SCALED    
 AW2134* NAVD 88     -        25.345  (meters)      83.15   (feet)  ADJUSTED  
 AW2134  ___________________________________________________________________
 AW2134  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW2134  DYNAMIC HT  -          25.310 (meters)      83.04  (feet)  COMP
 AW2134  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 AW2134  OBS GRAVITY -     979,272.2   (mgal)                       GRAV_OBS
 AW2134
 AW2134  VERT ORDER  -  FIRST     CLASS II
 AW2134
 AW2134.The horizontal coordinates were scaled from a topographic map and have
 AW2134.an estimated accuracy of +/- 6 seconds.
 AW2134
 AW2134.The orthometric height was determined by differential leveling
 AW2134.and adjusted by the National Geodetic Survey in June 1991..
 AW2134
 AW2134.The geoid height was determined by GEOID03.
 AW2134
 AW2134.The dynamic height is computed by dividing the NAVD 88
 AW2134.geopotential number by the normal gravity value computed on the
 AW2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2134.degrees latitude (g = 980.6199 gals.).
 AW2134
 AW2134.The modeled gravity was interpolated from observed gravity values.
 AW2134.The observed gravity was obtained from relative gravimeter ties
 AW2134.to the IGSN71 gravity network.
 AW2134
 AW2134;                    North         East    Units  Estimated Accuracy
 AW2134;SPC TXSC     - 4,203,850.      927,350.      MT  (+/- 180 meters Scaled)
 AW2134
 AW2134                          SUPERSEDED SURVEY CONTROL
 AW2134
 AW2134  NGVD 29 (12/23/87)   25.340  (m)           83.14   (f) ADJUSTED    1 2
 AW2134
 AW2134.Superseded values are not recommended for survey control.
 AW2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2134.See file dsdata.txt to determine how the superseded data were derived.
 AW2134
 AW2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN464806(NAD 83)
 AW2134_MARKER: DB = BENCH MARK DISK
 AW2134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2134_SP_SET: CULVERT HEADWALL
 AW2134_STAMPING: X 1212 1973
 AW2134_MARK LOGO: NGS   
 AW2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2134+STABILITY: SURFACE MOTION
 AW2134
 AW2134  HISTORY     - Date     Condition        Report By
 AW2134  HISTORY     - 1973     MONUMENTED       NGS
 AW2134  HISTORY     - 1978     GOOD             NGS
 AW2134  HISTORY     - 1986     GOOD             NGS
 AW2134  HISTORY     - 1987     GOOD             USPSQD
 AW2134  HISTORY     - 1988     GOOD             USPSQD
 AW2134  HISTORY     - 1989     GOOD             USPSQD
 AW2134  HISTORY     - 19910316 GOOD             USPSQD
 AW2134  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2134  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2134
 AW2134                          STATION DESCRIPTION
 AW2134
 AW2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2134'0.5 MI N FROM SUGAR LAND.
 AW2134'0.5 MILE NORTH ALONG FARM ROAD 1876 (ELDRIDGE ROAD) FROM THE JUNCTION
 AW2134'OF U.S. HIGHWAY 90 ALT AT SUGAR LAND, AT THE JUNCTION OF A DRIVEWAY
 AW2134'WEST TO THE CHURCH OF CHRIST, IN THE TOP AND 1.2 FEET EAST OF THE WEST
 AW2134'END OF THE NORTH CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT, 32 FEET
 AW2134'WEST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE CENTER LINE
 AW2134'OF THE DRIVEWAY, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND 1 FOOT
 AW2134'HIGHER THAN THE DRIVEWAY.
 AW2134
 AW2134                          STATION RECOVERY (1978)
 AW2134
 AW2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2134'ADD=30 FEET NORTH OF POWER POLE NUMBER 227.
 AW2134
 AW2134                          STATION RECOVERY (1986)
 AW2134
 AW2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2134'RECOVERED IN GOOD CONDITION.
 AW2134
 AW2134                          STATION RECOVERY (1987)
 AW2134
 AW2134'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW2134'RECOVERED IN GOOD CONDITION.
 AW2134
 AW2134                          STATION RECOVERY (1988)
 AW2134
 AW2134'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2134'RECOVERED IN GOOD CONDITION.
 AW2134
 AW2134                          STATION RECOVERY (1989)
 AW2134
 AW2134'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2134'RECOVERED IN GOOD CONDITION.
 AW2134
 AW2134                          STATION RECOVERY (1991)
 AW2134
 AW2134'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2134'RECOVERED IN GOOD CONDITION.
 AW2134
 AW2134                          STATION RECOVERY (1998)
 AW2134
 AW2134'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2134'MARK NOT FOUND.
 AW2134
 AW2134                          STATION RECOVERY (2004)
 AW2134
 AW2134'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4237 ***********************************************************************
 AW4237  DESIGNATION -  X 1213
 AW4237  PID         -  AW4237
 AW4237  STATE/COUNTY-  TX/FORT BEND
 AW4237  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4237
 AW4237                         *CURRENT SURVEY CONTROL
 AW4237  ___________________________________________________________________
 AW4237* NAD 83(1986)-  29 28 00.     (N)    095 41 28.     (W)     SCALED    
 AW4237* NAVD 88     -        22.001  (meters)      72.18   (feet)  ADJUSTED  
 AW4237  ___________________________________________________________________
 AW4237  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4237  DYNAMIC HT  -          21.971 (meters)      72.08  (feet)  COMP
 AW4237  MODELED GRAV-     979,263.3   (mgal)                       NAVD 88
 AW4237
 AW4237  VERT ORDER  -  FIRST     CLASS II
 AW4237
 AW4237.The horizontal coordinates were scaled from a topographic map and have
 AW4237.an estimated accuracy of +/- 6 seconds.
 AW4237
 AW4237.The orthometric height was determined by differential leveling
 AW4237.and adjusted by the National Geodetic Survey in June 1991..
 AW4237
 AW4237.The geoid height was determined by GEOID03.
 AW4237
 AW4237.The dynamic height is computed by dividing the NAVD 88
 AW4237.geopotential number by the normal gravity value computed on the
 AW4237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4237.degrees latitude (g = 980.6199 gals.).
 AW4237
 AW4237.The modeled gravity was interpolated from observed gravity values.
 AW4237
 AW4237;                    North         East    Units  Estimated Accuracy
 AW4237;SPC TXSC     - 4,185,560.      920,870.      MT  (+/- 180 meters Scaled)
 AW4237
 AW4237                          SUPERSEDED SURVEY CONTROL
 AW4237
 AW4237  NGVD 29 (12/23/87)   21.998  (m)           72.17   (f) ADJUSTED    1 2
 AW4237
 AW4237.Superseded values are not recommended for survey control.
 AW4237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4237.See file dsdata.txt to determine how the superseded data were derived.
 AW4237
 AW4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN390627(NAD 83)
 AW4237_MARKER: DB = BENCH MARK DISK
 AW4237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4237_SP_SET: CULVERT HEADWALL
 AW4237_STAMPING: X 1213 1973
 AW4237_MARK LOGO: NGS   
 AW4237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4237+STABILITY: SURFACE MOTION
 AW4237
 AW4237  HISTORY     - Date     Condition        Report By
 AW4237  HISTORY     - 1973     MONUMENTED       NGS
 AW4237  HISTORY     - 1986     GOOD             NGS
 AW4237  HISTORY     - 1988     GOOD             USPSQD
 AW4237  HISTORY     - 1989     GOOD             USPSQD
 AW4237  HISTORY     - 19960622 GOOD             USPSQD
 AW4237  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4237  HISTORY     - 19981121 GOOD             USPSQD
 AW4237
 AW4237                          STATION DESCRIPTION
 AW4237
 AW4237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4237'11.1 MI NE FROM GUY.
 AW4237'7.65 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4237'HIGHWAY 36 AT GUY, THENCE 3.45 MILES NORTHEAST AND NORTHWEST ALONG
 AW4237'FARM ROAD 762, 0.2 MILE NORTHEAST OF THE JUNCTION OF RICE FIELD ROAD,
 AW4237'AT THE CROSSING OF A DITCH, IN THE TOP AND 1.6 FEET SOUTHWEST OF THE
 AW4237'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF LARGE DOUBLE PIPE
 AW4237'CULVERTS, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 AW4237'1/2 FOOT LOWER THAN THE ROAD.
 AW4237
 AW4237                          STATION RECOVERY (1986)
 AW4237
 AW4237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4237'RECOVERED IN GOOD CONDITION.
 AW4237
 AW4237                          STATION RECOVERY (1988)
 AW4237
 AW4237'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4237'RECOVERED IN GOOD CONDITION.
 AW4237
 AW4237                          STATION RECOVERY (1989)
 AW4237
 AW4237'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4237'RECOVERED IN GOOD CONDITION.
 AW4237
 AW4237                          STATION RECOVERY (1996)
 AW4237
 AW4237'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4237'RECOVERED IN GOOD CONDITION.
 AW4237
 AW4237                          STATION RECOVERY (1998)
 AW4237
 AW4237'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4237'MARK NOT FOUND.
 AW4237
 AW4237                          STATION RECOVERY (1998)
 AW4237
 AW4237'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4248 ***********************************************************************
 AW4248  DESIGNATION -  X 1214
 AW4248  PID         -  AW4248
 AW4248  STATE/COUNTY-  TX/FORT BEND
 AW4248  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4248
 AW4248                         *CURRENT SURVEY CONTROL
 AW4248  ___________________________________________________________________
 AW4248* NAD 83(1986)-  29 28 21.     (N)    095 37 38.     (W)     SCALED    
 AW4248* NAVD 88     -        20.646  (meters)      67.74   (feet)  ADJUSTED  
 AW4248  ___________________________________________________________________
 AW4248  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW4248  DYNAMIC HT  -          20.617 (meters)      67.64  (feet)  COMP
 AW4248  MODELED GRAV-     979,265.2   (mgal)                       NAVD 88
 AW4248
 AW4248  VERT ORDER  -  FIRST     CLASS II
 AW4248
 AW4248.The horizontal coordinates were scaled from a topographic map and have
 AW4248.an estimated accuracy of +/- 6 seconds.
 AW4248
 AW4248.The orthometric height was determined by differential leveling
 AW4248.and adjusted by the National Geodetic Survey in June 1991..
 AW4248
 AW4248.The geoid height was determined by GEOID03.
 AW4248
 AW4248.The dynamic height is computed by dividing the NAVD 88
 AW4248.geopotential number by the normal gravity value computed on the
 AW4248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4248.degrees latitude (g = 980.6199 gals.).
 AW4248
 AW4248.The modeled gravity was interpolated from observed gravity values.
 AW4248
 AW4248;                    North         East    Units  Estimated Accuracy
 AW4248;SPC TXSC     - 4,186,380.      927,050.      MT  (+/- 180 meters Scaled)
 AW4248
 AW4248                          SUPERSEDED SURVEY CONTROL
 AW4248
 AW4248  NGVD 29 (12/23/87)   20.642  (m)           67.72   (f) ADJUSTED    1 2
 AW4248
 AW4248.Superseded values are not recommended for survey control.
 AW4248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4248.See file dsdata.txt to determine how the superseded data were derived.
 AW4248
 AW4248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN452632(NAD 83)
 AW4248_MARKER: DB = BENCH MARK DISK
 AW4248_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW4248+WITH SETTING: PAVEMENT
 AW4248_SP_SET: TOWER LEG FOUNDATION
 AW4248_STAMPING: X 1214 1973
 AW4248_MARK LOGO: NGS   
 AW4248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4248+STABILITY: SURFACE MOTION
 AW4248
 AW4248  HISTORY     - Date     Condition        Report By
 AW4248  HISTORY     - 1973     MONUMENTED       NGS
 AW4248  HISTORY     - 1986     GOOD             NGS
 AW4248  HISTORY     - 1988     GOOD             USPSQD
 AW4248  HISTORY     - 19960622 GOOD             USPSQD
 AW4248  HISTORY     - 19980103 GOOD             USPSQD
 AW4248  HISTORY     - 19981121 GOOD             USPSQD
 AW4248
 AW4248                          STATION DESCRIPTION
 AW4248
 AW4248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4248'16.65 MI NE FROM GUY.
 AW4248'7.65 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4248'HIGHWAY 36 AT GUY, THENCE 5.35 MILES NORTHEAST AND NORTHWEST ALONG
 AW4248'FARM ROAD 762, THENCE 3.65 MILES SOUTHEAST ALONG SMITHERS LAKE ROAD,
 AW4248'AT THE CROSSING OF A POWER LINE, AT THE JUNCTION OF RABBS PRAIRIE ROAD
 AW4248'SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, IN THE TOP
 AW4248'OF THE CONCRETE FOUNDATION FOR THE NORTHEAST STEEL LEG OF A STEEL
 AW4248'TOWER POWER TRANSMISSION LINE, 99 FEET SOUTH OF THE CENTER LINE OF
 AW4248'SMITHERS LAKE ROAD, 64 1/2 FEET NORTHWEST OF THE CENTER LINE OF RABBS
 AW4248'PRAIRIE ROAD, 0.8 FOOT NORTHEAST OF THE STEEL LEG, ABOUT 1/2 FOOT
 AW4248'HIGHER THAN THE ROAD AND 1 1/2 FEET ABOVE THE GROUND.  NOTE-- THE MARK
 AW4248'IS 1.05 MILES SOUTH AND SOUTHWEST OF TRIANGULATION STATION GEORGE.
 AW4248
 AW4248                          STATION RECOVERY (1986)
 AW4248
 AW4248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4248'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4248'ADD--ALSO 2.7 KM (1.7 MI) SOUTHWEST OF BENCH MARK T 1214.
 AW4248
 AW4248                          STATION RECOVERY (1988)
 AW4248
 AW4248'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4248'RECOVERED IN GOOD CONDITION.
 AW4248
 AW4248                          STATION RECOVERY (1996)
 AW4248
 AW4248'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4248'RECOVERED IN GOOD CONDITION.
 AW4248
 AW4248                          STATION RECOVERY (1998)
 AW4248
 AW4248'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4248'RECOVERED IN GOOD CONDITION.
 AW4248
 AW4248                          STATION RECOVERY (1998)
 AW4248
 AW4248'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1614 ***********************************************************************
 BL1614  DESIGNATION -  X 1215
 BL1614  PID         -  BL1614
 BL1614  STATE/COUNTY-  TX/HARRIS
 BL1614  USGS QUAD   -  HOCKLEY (1980)
 BL1614
 BL1614                         *CURRENT SURVEY CONTROL
 BL1614  ___________________________________________________________________
 BL1614* NAD 83(1986)-  30 01 06.     (N)    095 49 20.     (W)     SCALED    
 BL1614* NAVD 88     -        64.737  (meters)     212.39   (feet)  ADJUSTED  
 BL1614  ___________________________________________________________________
 BL1614  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1614  DYNAMIC HT  -          64.649 (meters)     212.10  (feet)  COMP
 BL1614  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 BL1614
 BL1614  VERT ORDER  -  FIRST     CLASS II
 BL1614
 BL1614.The horizontal coordinates were scaled from a topographic map and have
 BL1614.an estimated accuracy of +/- 6 seconds.
 BL1614
 BL1614.The orthometric height was determined by differential leveling
 BL1614.and adjusted by the National Geodetic Survey in June 1991..
 BL1614
 BL1614.The geoid height was determined by GEOID03.
 BL1614
 BL1614.The dynamic height is computed by dividing the NAVD 88
 BL1614.geopotential number by the normal gravity value computed on the
 BL1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1614.degrees latitude (g = 980.6199 gals.).
 BL1614
 BL1614.The modeled gravity was interpolated from observed gravity values.
 BL1614
 BL1614;                    North         East    Units  Estimated Accuracy
 BL1614;SPC TXSC     - 4,246,330.      906,500.      MT  (+/- 180 meters Scaled)
 BL1614
 BL1614                          SUPERSEDED SURVEY CONTROL
 BL1614
 BL1614  NGVD 29 (12/23/87)   64.729  (m)          212.37   (f) ADJUSTED    1 2
 BL1614
 BL1614.Superseded values are not recommended for survey control.
 BL1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1614.See file dsdata.txt to determine how the superseded data were derived.
 BL1614
 BL1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP277241(NAD 83)
 BL1614_MARKER: DB = BENCH MARK DISK
 BL1614_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1614_SP_SET: COPPER-CLAD STEEL ROD
 BL1614_STAMPING: X 1215 1973
 BL1614_MARK LOGO: NGS   
 BL1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1614
 BL1614  HISTORY     - Date     Condition        Report By
 BL1614  HISTORY     - 1973     MONUMENTED       NGS
 BL1614  HISTORY     - 1978     GOOD             NGS
 BL1614  HISTORY     - 1986     GOOD             NGS
 BL1614  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1614  HISTORY     - 19940326 GOOD             USPSQD
 BL1614
 BL1614                          STATION DESCRIPTION
 BL1614
 BL1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1614'1.55 MI SE FROM HOCKLEY.
 BL1614'ABOUT 1.55 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF
 BL1614'HEGAR RD. AND US HIGHWAY 290, NORTH OF AND ACROSS FROM THE TRACKS FROM
 BL1614'THE SEVENTH POLE WEST OF MILE POST 34, 69.6 FEET SOUTH OF THE CENTER
 BL1614'LINE OF US HIGHWAY 290 EASTBOUND LANES, 46 FEET SOUTHWEST OF AN
 BL1614'UNDERGROUND CABLE MARKER POST 85, 25.4 FEET NORTH OF THE NORTH RAIL, 2
 BL1614'FEET EAST OF A POWER POLE, 1.4 FEET WEST OF A METAL WITNESS POST, 2
 BL1614'FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK SET ON TOP OF A
 BL1614'5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE
 BL1614'FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 BL1614
 BL1614                          STATION RECOVERY (1978)
 BL1614
 BL1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1614'RECOVERED IN GOOD CONDITION.
 BL1614
 BL1614                          STATION RECOVERY (1986)
 BL1614
 BL1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1614'RECOVERED IN GOOD CONDITION.
 BL1614
 BL1614                          STATION RECOVERY (1987)
 BL1614
 BL1614'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1614'MARK NOT FOUND.
 BL1614
 BL1614                          STATION RECOVERY (1994)
 BL1614
 BL1614'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0328 ***********************************************************************
 AW0328  DESIGNATION -  X 1217
 AW0328  PID         -  AW0328
 AW0328  STATE/COUNTY-  TX/HARRIS
 AW0328  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0328
 AW0328                         *CURRENT SURVEY CONTROL
 AW0328  ___________________________________________________________________
 AW0328* NAD 83(1986)-  29 47 00.     (N)    095 25 30.     (W)     SCALED    
 AW0328* NAVD 88     -        16.231  (meters)      53.25   (feet)  ADJUSTED  
 AW0328  ___________________________________________________________________
 AW0328  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW0328  DYNAMIC HT  -          16.209 (meters)      53.18  (feet)  COMP
 AW0328  MODELED GRAV-     979,285.4   (mgal)                       NAVD 88
 AW0328  OBS GRAVITY -     979,285.7   (mgal)                       GRAV_OBS
 AW0328
 AW0328  VERT ORDER  -  FIRST     CLASS I
 AW0328
 AW0328.The horizontal coordinates were scaled from a topographic map and have
 AW0328.an estimated accuracy of +/- 6 seconds.
 AW0328
 AW0328.The orthometric height was determined by differential leveling
 AW0328.and adjusted by the National Geodetic Survey in July 2002..
 AW0328
 AW0328.The geoid height was determined by GEOID03.
 AW0328
 AW0328.The dynamic height is computed by dividing the NAVD 88
 AW0328.geopotential number by the normal gravity value computed on the
 AW0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0328.degrees latitude (g = 980.6199 gals.).
 AW0328
 AW0328.The modeled gravity was interpolated from observed gravity values.
 AW0328.The observed gravity was obtained from relative gravimeter ties
 AW0328.to the IGSN71 gravity network.
 AW0328
 AW0328;                    North         East    Units  Estimated Accuracy
 AW0328;SPC TXSC     - 4,221,400.      945,600.      MT  (+/- 180 meters Scaled)
 AW0328
 AW0328                          SUPERSEDED SURVEY CONTROL
 AW0328
 AW0328  NAVD 88 (06/15/91)   16.397  (m)           53.80   (f) UNKNOWN     1 1
 AW0328  NGVD 29 (12/23/87)   16.392  (m)           53.78   (f) ADJUSTED    1 1
 AW0328
 AW0328.Superseded values are not recommended for survey control.
 AW0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0328.See file dsdata.txt to determine how the superseded data were derived.
 AW0328
 AW0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN655972(NAD 83)
 AW0328_MARKER: DV = VERTICAL CONTROL DISK
 AW0328_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0328+WITH SETTING: INTO GROUND
 AW0328_SP_SET: SHALLOW-SET METAL ROD
 AW0328_STAMPING: X 1217 1973
 AW0328_MARK LOGO: NGS   
 AW0328_PROJECTION: FLUSH
 AW0328_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0328+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0328_ROD/PIPE-DEPTH: 1.2  meters
 AW0328
 AW0328  HISTORY     - Date     Condition        Report By
 AW0328  HISTORY     - 1973     MONUMENTED       NGS
 AW0328  HISTORY     - 1976     GOOD             NGS
 AW0328  HISTORY     - 1976     GOOD             NGS
 AW0328  HISTORY     - 1978     GOOD             NGS
 AW0328  HISTORY     - 1983     GOOD             NGS
 AW0328  HISTORY     - 1986     GOOD             NGS
 AW0328  HISTORY     - 1991     GOOD             USPSQD
 AW0328  HISTORY     - 19931023 GOOD             USPSQD
 AW0328  HISTORY     - 19960204 GOOD             NGS
 AW0328
 AW0328                          STATION DESCRIPTION
 AW0328
 AW0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0328'4.5 MI W FROM HOUSTON.
 AW0328'ABOUT 4.5 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0328'SWITCH CONTROL BUILDING NO. 108 HOUSTON, ABOUT 77.3 FEET SOUTH OF THE
 AW0328'SOUTH RAIL OF THE MAIN TRACK, 22.4 FEET SOUTHEAST OF THE JUNCTION OF
 AW0328'TWO SPUR TRACKS, 1.6 FEET NORTH OF THE NORTHWEST FENCE LINE OF A CHAIN
 AW0328'LINK FENCE, 2 1/2 FEET NORTHEAST OF A LIGHT POLE SET IN THE FENCE
 AW0328'LINE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE MAIN TRACK, AND IS A
 AW0328'DISK SET ON TOP OF A 4-FOOT LENGTH OF A 5/8-INCH COPPER COATED STEEL
 AW0328'ROD AND PROTECTED BY A 6-INCH STEEL PIPE WHICH PROJECTS 0.3 FOOT.
 AW0328
 AW0328                          STATION RECOVERY (1976)
 AW0328
 AW0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0328'RECOVERED IN GOOD CONDITION.
 AW0328
 AW0328                          STATION RECOVERY (1976)
 AW0328
 AW0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0328'RECOVERED IN GOOD CONDITION.
 AW0328
 AW0328                          STATION RECOVERY (1978)
 AW0328
 AW0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0328'RECOVERED IN GOOD CONDITION.
 AW0328
 AW0328                          STATION RECOVERY (1983)
 AW0328
 AW0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0328'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0328'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0328'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0328'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0328'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 7.4 KM (4.6 MI) WEST-NORTHWEST
 AW0328'ALONG THE RAILROAD TO THE NORTH CORNER OF AN ASPHALT FENCED PARKING
 AW0328'AND TRANSFER LOT OF THE KATY TRANSPORTATION COMPANY, 6.71 METERS
 AW0328'(22.0 FT) SOUTH OF THE CENTER OF THE JUNCTION OF TWO SPUR TRACKS,
 AW0328'5.64 METERS (18.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF A SPUR TRACK
 AW0328'LEADING SOUTHWEST, 5.03 METERS (16.5 FT) SOUTH-SOUTHWEST OF THE
 AW0328'SOUTH-SOUTHWEST RAIL OF A SPUR TRACK LEADING EAST-SOUTHEAST,
 AW0328'0.76 METERS (2.5 FT) NORTHEAST OF A LIGHT POLE WHICH ALSO SERVES AS A
 AW0328'CORNER FENCE POST, AND 0.46 METERS (1.5 FT) SOUTHWEST OF A CHAIN LINK
 AW0328'FENCE RUNNING SOUTHEAST AND NORTHWEST.
 AW0328'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AW0328'THE MARK IS ABOVE LEVEL WITH TRACKS.
 AW0328
 AW0328                          STATION RECOVERY (1986)
 AW0328
 AW0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0328'RECOVERED IN GOOD CONDITION.
 AW0328
 AW0328                          STATION RECOVERY (1991)
 AW0328
 AW0328'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AW0328'RECOVERED IN GOOD CONDITION.
 AW0328
 AW0328                          STATION RECOVERY (1993)
 AW0328
 AW0328'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0328'RECOVERED IN GOOD CONDITION.
 AW0328
 AW0328                          STATION RECOVERY (1996)
 AW0328
 AW0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0328'IN HOUSTON, 86.0 M (282.2 FT) NORTH OF THE NORTHWEST CORNER OF THE
 AW0328'UNION PACIFIC RAILROAD OFFICE AT 2619 ARABELL STREET, NEAR THE NORTH
 AW0328'CORNER OF THE RAILROAD MAINTENANCE YARD, 5.6 M (18.4 FT) SOUTH OF THE
 AW0328'NEAR RAIL OF THE JUNCTION OF 2 SPUR TRACKS, 0.9 M (3.0 FT) SOUTH OF AN
 AW0328'UNDERGROUND CABLE WARNING SIGN, 0.8 M (2.6 FT) NORTHEAST OF A LIGHT
 AW0328'POLE, 0.5 M (1.6 FT) NORTHEAST OF A CHAIN-LINK FENCE, AND 0.5 M (1.6
 AW0328'FT) BELOW THE LEVEL OF THE TRACKS.  NOTE--THE DISK IS ENCASED IN A
 AW0328'6-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1805 ***********************************************************************
 AW1805  DESIGNATION -  X 1218
 AW1805  PID         -  AW1805
 AW1805  STATE/COUNTY-  TX/HARRIS
 AW1805  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1805
 AW1805                         *CURRENT SURVEY CONTROL
 AW1805  ___________________________________________________________________
 AW1805* NAD 83(1986)-  29 52 17.     (N)    095 33 30.     (W)     SCALED    
 AW1805* NAVD 88     -        31.834  (meters)     104.44   (feet)  ADJUSTED  
 AW1805  ___________________________________________________________________
 AW1805  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AW1805  DYNAMIC HT  -          31.791 (meters)     104.30  (feet)  COMP
 AW1805  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 AW1805
 AW1805  VERT ORDER  -  FIRST     CLASS II
 AW1805
 AW1805.The horizontal coordinates were scaled from a topographic map and have
 AW1805.an estimated accuracy of +/- 6 seconds.
 AW1805
 AW1805.The orthometric height was determined by differential leveling
 AW1805.and adjusted by the National Geodetic Survey in June 1991..
 AW1805
 AW1805.The geoid height was determined by GEOID03.
 AW1805
 AW1805.The dynamic height is computed by dividing the NAVD 88
 AW1805.geopotential number by the normal gravity value computed on the
 AW1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1805.degrees latitude (g = 980.6199 gals.).
 AW1805
 AW1805.The modeled gravity was interpolated from observed gravity values.
 AW1805
 AW1805;                    North         East    Units  Estimated Accuracy
 AW1805;SPC TXSC     - 4,230,770.      932,420.      MT  (+/- 180 meters Scaled)
 AW1805
 AW1805                          SUPERSEDED SURVEY CONTROL
 AW1805
 AW1805  NGVD 29 (12/23/87)   31.828  (m)          104.42   (f) ADJUSTED    1 2
 AW1805
 AW1805.Superseded values are not recommended for survey control.
 AW1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1805.See file dsdata.txt to determine how the superseded data were derived.
 AW1805
 AW1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP528072(NAD 83)
 AW1805_MARKER: DB = BENCH MARK DISK
 AW1805_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1805_SP_SET: COPPER-CLAD STEEL ROD
 AW1805_STAMPING: X 1218 1973
 AW1805_MARK LOGO: NGS   
 AW1805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1805
 AW1805  HISTORY     - Date     Condition        Report By
 AW1805  HISTORY     - 1973     MONUMENTED       NGS
 AW1805  HISTORY     - 1978     GOOD             NGS
 AW1805  HISTORY     - 1986     GOOD             NGS
 AW1805  HISTORY     - 1987     GOOD             USPSQD
 AW1805  HISTORY     - 1987     GOOD             USPSQD
 AW1805  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 AW1805  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW1805
 AW1805                          STATION DESCRIPTION
 AW1805
 AW1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1805'1.5 MI NW FROM FAIRBANKS.
 AW1805'ABOUT 1.5 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1805'FAIRBANKS, ABOUT 49 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 AW1805'LANE OF THE HIGHWAY, 30.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AW1805'SOUTHERN PACIFIC RAILROAD, 11.8 FEET WEST OF THE WEST CORNER OF A
 AW1805'SMALL STUCCO BUILDING (TELEPHONE COMPANY CABLE BUILDING), 1.8 FEET
 AW1805'SOUTH OF A TELEPHONE POLE, 0.7 FOOT NORTHWEST OF A METAL WITNESS POST,
 AW1805'3 FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK SET ON TOP OF A
 AW1805'5/8-INCH COPPER COATED STEEL ROD WHICH PROJECTS 2 INCHES ABOVE THE
 AW1805'LEVEL OF THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE WHICH
 AW1805'PROJECTS 6 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 AW1805
 AW1805                          STATION RECOVERY (1978)
 AW1805
 AW1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1805'RECOVERED IN GOOD CONDITION.
 AW1805
 AW1805                          STATION RECOVERY (1986)
 AW1805
 AW1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1805'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM (1.5 MI)
 AW1805'NORTHWESTERLY ALONG HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1805'FAIRBANKS.
 AW1805
 AW1805                          STATION RECOVERY (1987)
 AW1805
 AW1805'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1805'RECOVERED IN GOOD CONDITION.
 AW1805
 AW1805                          STATION RECOVERY (1987)
 AW1805
 AW1805'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1805'RECOVERED IN GOOD CONDITION.
 AW1805
 AW1805                          STATION RECOVERY (1996)
 AW1805
 AW1805'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1805'MARK NOT FOUND.
 AW1805
 AW1805                          STATION RECOVERY (2004)
 AW1805
 AW1805'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW1805'NOT FOUND, NO STUCCO BUILDING ( TELEPHONE CABLE BUILDING).  EVIDENTLY
 AW1805'BENCHMARK DESTROYED TO MAKE WAY FOR CONSTRUCTION OF HWY 290 AND
 AW1805'BELTWAY 8 TOLL ROAD INTERCHANGE AND CONSTRUCTION OF UNDER GROUND
 AW1805'NATURAL GAS PIPELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4443 ***********************************************************************
 AW4443  DESIGNATION -  X 1219
 AW4443  PID         -  AW4443
 AW4443  STATE/COUNTY-  TX/FORT BEND
 AW4443  USGS QUAD   -  THOMPSONS (1980)
 AW4443
 AW4443                         *CURRENT SURVEY CONTROL
 AW4443  ___________________________________________________________________
 AW4443* NAD 83(1986)-  29 29 51.     (N)    095 35 22.     (W)     SCALED    
 AW4443* NAVD 88     -        18.318  (meters)      60.10   (feet)  ADJUSTED  
 AW4443  ___________________________________________________________________
 AW4443  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4443  DYNAMIC HT  -          18.293 (meters)      60.02  (feet)  COMP
 AW4443  MODELED GRAV-     979,267.3   (mgal)                       NAVD 88
 AW4443
 AW4443  VERT ORDER  -  FIRST     CLASS II
 AW4443
 AW4443.The horizontal coordinates were scaled from a topographic map and have
 AW4443.an estimated accuracy of +/- 6 seconds.
 AW4443
 AW4443.The orthometric height was determined by differential leveling
 AW4443.and adjusted by the National Geodetic Survey in June 1991..
 AW4443
 AW4443.The geoid height was determined by GEOID03.
 AW4443
 AW4443.The dynamic height is computed by dividing the NAVD 88
 AW4443.geopotential number by the normal gravity value computed on the
 AW4443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4443.degrees latitude (g = 980.6199 gals.).
 AW4443
 AW4443.The modeled gravity was interpolated from observed gravity values.
 AW4443
 AW4443;                    North         East    Units  Estimated Accuracy
 AW4443;SPC TXSC     - 4,189,260.      930,630.      MT  (+/- 180 meters Scaled)
 AW4443
 AW4443                          SUPERSEDED SURVEY CONTROL
 AW4443
 AW4443  NGVD 29 (12/23/87)   18.314  (m)           60.09   (f) ADJUSTED    1 2
 AW4443
 AW4443.Superseded values are not recommended for survey control.
 AW4443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4443.See file dsdata.txt to determine how the superseded data were derived.
 AW4443
 AW4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN489659(NAD 83)
 AW4443_MARKER: DB = BENCH MARK DISK
 AW4443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4443_SP_SET: BRIDGE WINGWALL
 AW4443_STAMPING: X 1219 1973
 AW4443_MARK LOGO: NGS   
 AW4443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4443+STABILITY: SURFACE MOTION
 AW4443
 AW4443  HISTORY     - Date     Condition        Report By
 AW4443  HISTORY     - 1973     MONUMENTED       NGS
 AW4443  HISTORY     - 1987     GOOD             NGS
 AW4443  HISTORY     - 19960622 GOOD             USPSQD
 AW4443  HISTORY     - 19980118 GOOD             USPSQD
 AW4443  HISTORY     - 19981121 GOOD             USPSQD
 AW4443
 AW4443                          STATION DESCRIPTION
 AW4443
 AW4443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4443'IN THOMPSONS.
 AW4443'AT THOMPSONS, 0.15 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 AW4443'RAILWAY FROM THE STATION, DIRECTLY OPPOSITE A LONG WOODEN RAILROAD
 AW4443'BRIDGE, IN THE TOP AND 0.5 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 AW4443'NORTHWEST CONCRETE WING WALL OF A CONCRETE BRIDGE OVER WATERS LAKE
 AW4443'BAYOU, 77.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 16 1/2
 AW4443'FEET NORTH OF THE CENTER LINE OF NORTH THOMPSONS ROAD, 0.5 FOOT NORTH
 AW4443'OF THE NORTH SIDE OF THE NORTH CONCRETE GUARDRAIL, ABOUT 5 1/2 FEET
 AW4443'LOWER THAN THE TRACK, AND 1 FOOT LOWER THAN THE ROAD.
 AW4443
 AW4443                          STATION RECOVERY (1987)
 AW4443
 AW4443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4443'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4443'OMIT--0.15 MI WEST ALONG THE ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE
 AW4443'STATION IN THOMPSONS, ADD--0.2 KM (0.15 MI) WEST ALONG THE
 AW4443'ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE POST OFFICE IN THOMPSONS.
 AW4443
 AW4443                          STATION RECOVERY (1996)
 AW4443
 AW4443'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4443'RECOVERED IN GOOD CONDITION.
 AW4443
 AW4443                          STATION RECOVERY (1998)
 AW4443
 AW4443'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4443'RECOVERED IN GOOD CONDITION.
 AW4443
 AW4443                          STATION RECOVERY (1998)
 AW4443
 AW4443'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1840 ***********************************************************************
 AX1840  DESIGNATION -  X 122
 AX1840  PID         -  AX1840
 AX1840  STATE/COUNTY-  TX/DE WITT
 AX1840  USGS QUAD   -  VERHELLE (1987)
 AX1840
 AX1840                         *CURRENT SURVEY CONTROL
 AX1840  ___________________________________________________________________
 AX1840* NAD 83(1986)-  29 04 25.     (N)    097 14 49.     (W)     SCALED    
 AX1840* NAVD 88     -        49.06   (+/-2cm)     161.0    (feet)  VERTCON   
 AX1840  ___________________________________________________________________
 AX1840  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX1840
 AX1840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1840
 AX1840.The horizontal coordinates were scaled from a topographic map and have
 AX1840.an estimated accuracy of +/- 6 seconds.
 AX1840
 AX1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1840.The vertical order pertains to the NGVD 29 superseded value.
 AX1840
 AX1840.The geoid height was determined by GEOID03.
 AX1840
 AX1840;                    North         East    Units  Estimated Accuracy
 AX1840;SPC TXSC     - 4,138,740.      770,670.      MT  (+/- 180 meters Scaled)
 AX1840
 AX1840                          SUPERSEDED SURVEY CONTROL
 AX1840
 AX1840  NGVD 29 (??/??/92)   49.075  (m)          161.01   (f) ADJ UNCH    2 0
 AX1840
 AX1840.Superseded values are not recommended for survey control.
 AX1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1840.See file dsdata.txt to determine how the superseded data were derived.
 AX1840
 AX1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT706174(NAD 83)
 AX1840_MARKER: DB = BENCH MARK DISK
 AX1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1840_STAMPING: X 122 1933
 AX1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1840+STABILITY: SURFACE MOTION
 AX1840
 AX1840  HISTORY     - Date     Condition        Report By
 AX1840  HISTORY     - 1933     MONUMENTED       CGS
 AX1840  HISTORY     - 1934     GOOD             NGS
 AX1840  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1840
 AX1840                          STATION DESCRIPTION
 AX1840
 AX1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AX1840'3.4 MI SE FROM CUERO.
 AX1840'3.4 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX1840'STATION AT CUERO, DE WITT COUNTY, 56 FEET EAST OF MILEPOST 52, 35 FEET
 AX1840'EAST OF THE EAST END OF BRIDGE 51 F, AT A PRIVATE-ROAD CROSSING, 45.7
 AX1840'FEET NORTH OF THE CENTERLINE OF THE TRACK, 24 FEET EAST OF THE
 AX1840'CENTERLINE OF THE ROAD, AND AT THE FENCE CORNER.  A STANDARD DISK,
 AX1840'STAMPED X 122 1933 AND SET IN THE TOP OF A CONCRETE POST.
 AX1840
 AX1840                          STATION RECOVERY (2001)
 AX1840
 AX1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1840'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4162 ***********************************************************************
 AW4162  DESIGNATION -  X 1220
 AW4162  PID         -  AW4162
 AW4162  STATE/COUNTY-  TX/BRAZORIA
 AW4162  USGS QUAD   -  DAMON (1980)
 AW4162
 AW4162                         *CURRENT SURVEY CONTROL
 AW4162  ___________________________________________________________________
 AW4162* NAD 83(1986)-  29 17 43.     (N)    095 43 56.     (W)     SCALED    
 AW4162* NAVD 88     -        21.68   (+/-2cm)      71.1    (feet)  VERTCON   
 AW4162  ___________________________________________________________________
 AW4162  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW4162
 AW4162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4162
 AW4162.The horizontal coordinates were scaled from a topographic map and have
 AW4162.an estimated accuracy of +/- 6 seconds.
 AW4162
 AW4162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4162.The vertical order pertains to the NGVD 29 superseded value.
 AW4162
 AW4162.The geoid height was determined by GEOID03.
 AW4162
 AW4162;                    North         East    Units  Estimated Accuracy
 AW4162;SPC TXSC     - 4,166,460.      917,420.      MT  (+/- 180 meters Scaled)
 AW4162
 AW4162                          SUPERSEDED SURVEY CONTROL
 AW4162
 AW4162  NGVD 29 (??/??/92)   21.677  (m)           71.12   (f) ADJ UNCH    2 0
 AW4162
 AW4162.Superseded values are not recommended for survey control.
 AW4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4162.See file dsdata.txt to determine how the superseded data were derived.
 AW4162
 AW4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN345437(NAD 83)
 AW4162_MARKER: DB = BENCH MARK DISK
 AW4162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4162_SP_SET: CULVERT
 AW4162_STAMPING: X 1220 1973
 AW4162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4162
 AW4162  HISTORY     - Date     Condition        Report By
 AW4162  HISTORY     - 1973     MONUMENTED       NGS
 AW4162  HISTORY     - 1987     GOOD             USPSQD
 AW4162  HISTORY     - 1988     GOOD             USPSQD
 AW4162  HISTORY     - 1989     GOOD             USPSQD
 AW4162  HISTORY     - 1989     GOOD             USPSQD
 AW4162  HISTORY     - 19940416 POOR             USPSQD
 AW4162
 AW4162                          STATION DESCRIPTION
 AW4162
 AW4162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4162'IN DAMON.
 AW4162'AT DAMON, 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION
 AW4162'OF MULCAHY STREET, AT THE JUNCTION OF HOUSTON STREET SOUTHWEST, IN THE
 AW4162'TOP AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 AW4162'CONCRETE HEADWALL OF A THREE CHANNEL CONCRETE BOX CULVERT, 25 FEET
 AW4162'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 127 FEET NORTHWEST OF THE
 AW4162'CENTER LINE OF THE STREET, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4162
 AW4162                          STATION RECOVERY (1987)
 AW4162
 AW4162'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4162'RECOVERED IN GOOD CONDITION.
 AW4162
 AW4162                          STATION RECOVERY (1988)
 AW4162
 AW4162'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4162'RECOVERED IN GOOD CONDITION.
 AW4162
 AW4162                          STATION RECOVERY (1989)
 AW4162
 AW4162'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4162'RECOVERED IN GOOD CONDITION.
 AW4162
 AW4162                          STATION RECOVERY (1989)
 AW4162
 AW4162'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4162'RECOVERED IN GOOD CONDITION.
 AW4162
 AW4162                          STATION RECOVERY (1994)
 AW4162
 AW4162'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4162'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0672 ***********************************************************************
 BM0672  DESIGNATION -  X 1221
 BM0672  PID         -  BM0672
 BM0672  STATE/COUNTY-  TX/TRAVIS
 BM0672  USGS QUAD   -  MONTOPOLIS (1988)
 BM0672
 BM0672                         *CURRENT SURVEY CONTROL
 BM0672  ___________________________________________________________________
 BM0672* NAD 83(1986)-  30 11 49.     (N)    097 37 37.     (W)     SCALED    
 BM0672* NAVD 88     -       133.256  (meters)     437.19   (feet)  ADJUSTED  
 BM0672  ___________________________________________________________________
 BM0672  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BM0672  DYNAMIC HT  -         133.074 (meters)     436.59  (feet)  COMP
 BM0672  MODELED GRAV-     979,277.0   (mgal)                       NAVD 88
 BM0672
 BM0672  VERT ORDER  -  FIRST     CLASS I
 BM0672
 BM0672.The horizontal coordinates were scaled from a topographic map and have
 BM0672.an estimated accuracy of +/- 6 seconds.
 BM0672
 BM0672.The orthometric height was determined by differential leveling
 BM0672.and adjusted by the National Geodetic Survey in June 1991..
 BM0672
 BM0672.The geoid height was determined by GEOID03.
 BM0672
 BM0672.The dynamic height is computed by dividing the NAVD 88
 BM0672.geopotential number by the normal gravity value computed on the
 BM0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0672.degrees latitude (g = 980.6199 gals.).
 BM0672
 BM0672.The modeled gravity was interpolated from observed gravity values.
 BM0672
 BM0672;                    North         East    Units  Estimated Accuracy
 BM0672;SPC TX C     - 3,061,960.      960,580.      MT  (+/- 180 meters Scaled)
 BM0672
 BM0672                          SUPERSEDED SURVEY CONTROL
 BM0672
 BM0672  NGVD 29 (??/??/92)  133.177  (m)          436.93   (f) ADJ UNCH    1 1
 BM0672
 BM0672.Superseded values are not recommended for survey control.
 BM0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0672.See file dsdata.txt to determine how the superseded data were derived.
 BM0672
 BM0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU321414(NAD 83)
 BM0672_MARKER: DB = BENCH MARK DISK
 BM0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0672_SP_SET: CULVERT
 BM0672_STAMPING: X 1221 1973
 BM0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0672+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 BM0672
 BM0672  HISTORY     - Date     Condition        Report By
 BM0672  HISTORY     - 1973     MONUMENTED       NGS
 BM0672  HISTORY     - 1978     GOOD             NGS
 BM0672  HISTORY     - 1989     GOOD             USPSQD
 BM0672  HISTORY     - 1989     GOOD             USPSQD
 BM0672  HISTORY     - 1991     GOOD             USPSQD
 BM0672  HISTORY     - 20030308 GOOD             USPSQD
 BM0672  HISTORY     - 20040612 GOOD             USPSQD
 BM0672
 BM0672                          STATION DESCRIPTION
 BM0672
 BM0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0672'2.15 MI SE FROM DEL VALLE.
 BM0672'ABOUT 2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM THE MAIN
 BM0672'ENTRANCE AND PRESIDENTIAL BOULEVARD UNDERPASS TO THE BERGSTROM
 BM0672'AIRFORCE BASE AT DEL VALLE, 0.8 MILES NORTHWEST OF TWO CONCRETE
 BM0672'HIGHWAY BRIDGES OVER ONION CREEK, 26.5 MILES SOUTHWEST OF THE CENTER
 BM0672'LINE OF THE NORTHEAST LANE OF THE HIGHWAY, SET IN TOP AND CENTER OF
 BM0672'THE SOUTHWEST CONCRETE HEADWALL OF A 16 X 3 FT. TRIPLE CHANNEL
 BM0672'CULVERT.  A STANDARD DISK SET IN A CONCRETE HEADWALL ABOUT 1.0 FOOT
 BM0672'BELOW THE LEVEL OF THE HIGHWAY.  ABOUT 0.7 MILES SOUTHEAST OF BM W
 BM0672'1221.
 BM0672
 BM0672                          STATION RECOVERY (1978)
 BM0672
 BM0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0672'RECOVERED IN GOOD CONDITION.
 BM0672
 BM0672                          STATION RECOVERY (1989)
 BM0672
 BM0672'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0672'RECOVERED IN GOOD CONDITION.
 BM0672
 BM0672                          STATION RECOVERY (1989)
 BM0672
 BM0672'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0672'RECOVERED IN GOOD CONDITION.
 BM0672
 BM0672                          STATION RECOVERY (1991)
 BM0672
 BM0672'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0672'RECOVERED IN GOOD CONDITION.
 BM0672
 BM0672                          STATION RECOVERY (2003)
 BM0672
 BM0672'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0672'RECOVERED IN GOOD CONDITION.
 BM0672
 BM0672                          STATION RECOVERY (2004)
 BM0672
 BM0672'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0672'STATION IS APPROXIMATELY 26.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BM0672'NORTHEAST LANES OF THE HIGHWAY, NOT 26.5 MILES.  APPROXIMATELY 4 FEET
 BM0672'NORTHWEST OF A WITNESS SIGN AFFIXED TO A REFLECTOR POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0587 ***********************************************************************
 BM0587  DESIGNATION -  X 1222
 BM0587  PID         -  BM0587
 BM0587  STATE/COUNTY-  TX/TRAVIS
 BM0587  USGS QUAD   -  AUSTIN WEST (1988)
 BM0587
 BM0587                         *CURRENT SURVEY CONTROL
 BM0587  ___________________________________________________________________
 BM0587* NAD 83(1986)-  30 16 05.     (N)    097 46 37.     (W)     SCALED    
 BM0587* NAVD 88     -       166.240  (meters)     545.41   (feet)  ADJUSTED  
 BM0587  ___________________________________________________________________
 BM0587  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BM0587  DYNAMIC HT  -         166.013 (meters)     544.66  (feet)  COMP
 BM0587  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 BM0587
 BM0587  VERT ORDER  -  FIRST     CLASS I
 BM0587
 BM0587.The horizontal coordinates were scaled from a topographic map and have
 BM0587.an estimated accuracy of +/- 6 seconds.
 BM0587
 BM0587.The orthometric height was determined by differential leveling
 BM0587.and adjusted by the National Geodetic Survey in June 1991..
 BM0587
 BM0587.The geoid height was determined by GEOID03.
 BM0587
 BM0587.The dynamic height is computed by dividing the NAVD 88
 BM0587.geopotential number by the normal gravity value computed on the
 BM0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0587.degrees latitude (g = 980.6199 gals.).
 BM0587
 BM0587.The modeled gravity was interpolated from observed gravity values.
 BM0587
 BM0587;                    North         East    Units  Estimated Accuracy
 BM0587;SPC TX C     - 3,069,500.      945,960.      MT  (+/- 180 meters Scaled)
 BM0587
 BM0587                          SUPERSEDED SURVEY CONTROL
 BM0587
 BM0587  NGVD 29 (??/??/92)  166.168  (m)          545.17   (f) ADJ UNCH    1 1
 BM0587
 BM0587.Superseded values are not recommended for survey control.
 BM0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0587.See file dsdata.txt to determine how the superseded data were derived.
 BM0587
 BM0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU176491(NAD 83)
 BM0587_MARKER: DB = BENCH MARK DISK
 BM0587_SETTING: 66 = SET IN ROCK OUTCROP
 BM0587_SP_SET: OUTCROP
 BM0587_STAMPING: X 1222 1973
 BM0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0587+STABILITY: POSITION/ELEVATION WELL
 BM0587
 BM0587  HISTORY     - Date     Condition        Report By
 BM0587  HISTORY     - 1973     MONUMENTED       NGS
 BM0587  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BM0587  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BM0587  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0587
 BM0587                          STATION DESCRIPTION
 BM0587
 BM0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0587'1.8 MI NW FROM AUSTIN.
 BM0587'ABOUT 0.3 MILES SOUTH SOUTHWEST ALONG LAMAR BLVD FROM THE SOUTH END OF
 BM0587'A CONCRETE BRIDGE OVER THE COLORADO RIVER AT AUSTIN, THENCE 1.5 MILES
 BM0587'NORTHWEST ALONG RANCH ROAD 2244 BARTON SPRINGS RD, 0.15 MILES
 BM0587'NORTHEAST OF THE PARK HILLS BAPTIST CHURCH ON A HILL, 0.15 FEET
 BM0587'SOUTHWEST OF THE JUNCTION OF ROLLINGWOOD ROAD PASSING UNDER 2
 BM0587'OVERPASSES OF STATE HIGHWAY AND PARK ROAD 1, 134 YARDS SOUTHWEST OF A
 BM0587'NEW OVERPASS OF PARK ROAD 1, 346.0 FEET NORTHEAST OF A TELEPHONE POLE
 BM0587'BRACED BY A GUY WIRE ON TOP OF A CLIFF OVERLOOKING ROLLINGWOOD ROAD TO
 BM0587'THE NORTHWEST, 34.5 FEET NORTHWEST OF THE CENTER LINE OF RANCH ROAD
 BM0587'2244, SET IN TOP OF A 2 X 3 FT. EXPOSED LIMESTONE ROCK OUTCROP, 15.0
 BM0587'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE CLIFF PROJECTING 5-INCHES
 BM0587'ABOVE THE GROUND, 2.0 FEET ABOVE THE ROAD, 0.6 MILES SOUTHEAST OF THE
 BM0587'BENCH MARK W 1222 WHICH IS DESCRIBED FROM EANES ELEMENTARY SCHOOL AT
 BM0587'WEST LAKE HILLS.
 BM0587
 BM0587                          STATION RECOVERY (1983)
 BM0587
 BM0587'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0587'MARK NOT FOUND.
 BM0587
 BM0587                          STATION RECOVERY (1989)
 BM0587
 BM0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDM)
 BM0587'MARK NOT FOUND.
 BM0587
 BM0587                          STATION RECOVERY (1990)
 BM0587
 BM0587'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1463 ***********************************************************************
 AX1463  DESIGNATION -  X 1223
 AX1463  PID         -  AX1463
 AX1463  STATE/COUNTY-  TX/FAYETTE
 AX1463  USGS QUAD   -  WEST POINT (1981)
 AX1463
 AX1463                         *CURRENT SURVEY CONTROL
 AX1463  ___________________________________________________________________
 AX1463* NAD 83(1986)-  29 57 17.     (N)    097 02 01.     (W)     SCALED    
 AX1463* NAVD 88     -        90.969  (meters)     298.45   (feet)  ADJUSTED  
 AX1463  ___________________________________________________________________
 AX1463  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AX1463  DYNAMIC HT  -          90.845 (meters)     298.05  (feet)  COMP
 AX1463  MODELED GRAV-     979,281.5   (mgal)                       NAVD 88
 AX1463
 AX1463  VERT ORDER  -  FIRST     CLASS I
 AX1463
 AX1463.The horizontal coordinates were scaled from a topographic map and have
 AX1463.an estimated accuracy of +/- 6 seconds.
 AX1463
 AX1463.The orthometric height was determined by differential leveling
 AX1463.and adjusted by the National Geodetic Survey in June 1991..
 AX1463.WARNING-Repeat measurements at this control monument indicate possible
 AX1463.vertical movement.
 AX1463
 AX1463.The geoid height was determined by GEOID03.
 AX1463
 AX1463.The dynamic height is computed by dividing the NAVD 88
 AX1463.geopotential number by the normal gravity value computed on the
 AX1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1463.degrees latitude (g = 980.6199 gals.).
 AX1463
 AX1463.The modeled gravity was interpolated from observed gravity values.
 AX1463
 AX1463;                    North         East    Units  Estimated Accuracy
 AX1463;SPC TXSC     - 4,236,710.      789,790.      MT  (+/- 180 meters Scaled)
 AX1463
 AX1463                          SUPERSEDED SURVEY CONTROL
 AX1463
 AX1463  NGVD 29 (??/??/92)   90.918  (m)          298.29   (f) ADJ UNCH    1 1
 AX1463
 AX1463.Superseded values are not recommended for survey control.
 AX1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1463.See file dsdata.txt to determine how the superseded data were derived.
 AX1463
 AX1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU897153(NAD 83)
 AX1463_MARKER: DB = BENCH MARK DISK
 AX1463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1463_SP_SET: BOX CULVERT
 AX1463_STAMPING: X 1223 1973
 AX1463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1463
 AX1463  HISTORY     - Date     Condition        Report By
 AX1463  HISTORY     - 1973     MONUMENTED       NGS
 AX1463  HISTORY     - 1978     GOOD             NGS
 AX1463  HISTORY     - 19910608 GOOD             USPSQD
 AX1463
 AX1463                          STATION DESCRIPTION
 AX1463
 AX1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1463'4.25 MI W FROM PLUM.
 AX1463'4.25 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1463'CROSSING OF AN ASPHALT ROAD AT PLUM, 2 POLES EAST OF A GRAVEL ROAD
 AX1463'CROSSING, 5 POLES WEST OF A GRAVEL ROAD CROSSING, 9 1/2 FEET
 AX1463'WEST-SOUTHWEST OF THE 9TH TELEPHONE POLE EAST OF MILE POLE 978, IN THE
 AX1463'TOP AND 1.7 FEET WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL
 AX1463'OF A DOUBLE BOX CULVERT, 23.0 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 AX1463'2 1/2 FEET LOWER THAN THE TRACK.
 AX1463
 AX1463                          STATION RECOVERY (1978)
 AX1463
 AX1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1463'RECOVERED IN GOOD CONDITION.
 AX1463
 AX1463                          STATION RECOVERY (1991)
 AX1463
 AX1463'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AX1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0458 ***********************************************************************
 BM0458  DESIGNATION -  X 1225
 BM0458  PID         -  BM0458
 BM0458  STATE/COUNTY-  TX/BASTROP
 BM0458  USGS QUAD   -  SMITHVILLE (1982)
 BM0458
 BM0458                         *CURRENT SURVEY CONTROL
 BM0458  ___________________________________________________________________
 BM0458* NAD 83(1986)-  30 01 29.     (N)    097 11 30.     (W)     SCALED    
 BM0458* NAVD 88     -       102.969  (meters)     337.82   (feet)  ADJUSTED  
 BM0458  ___________________________________________________________________
 BM0458  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BM0458  DYNAMIC HT  -         102.830 (meters)     337.37  (feet)  COMP
 BM0458  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 BM0458
 BM0458  VERT ORDER  -  FIRST     CLASS I
 BM0458
 BM0458.The horizontal coordinates were scaled from a topographic map and have
 BM0458.an estimated accuracy of +/- 6 seconds.
 BM0458
 BM0458.The orthometric height was determined by differential leveling
 BM0458.and adjusted by the National Geodetic Survey in June 1991..
 BM0458
 BM0458.The geoid height was determined by GEOID03.
 BM0458
 BM0458.The dynamic height is computed by dividing the NAVD 88
 BM0458.geopotential number by the normal gravity value computed on the
 BM0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0458.degrees latitude (g = 980.6199 gals.).
 BM0458
 BM0458.The modeled gravity was interpolated from observed gravity values.
 BM0458
 BM0458;                    North         East    Units  Estimated Accuracy
 BM0458;SPC TX C     - 3,043,970.    1,003,020.      MT  (+/- 180 meters Scaled)
 BM0458
 BM0458                          SUPERSEDED SURVEY CONTROL
 BM0458
 BM0458  NGVD 29 (??/??/92)  102.916  (m)          337.65   (f) ADJ UNCH    1 1
 BM0458
 BM0458.Superseded values are not recommended for survey control.
 BM0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0458.See file dsdata.txt to determine how the superseded data were derived.
 BM0458
 BM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU743229(NAD 83)
 BM0458_MARKER: DB = BENCH MARK DISK
 BM0458_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0458_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0458_STAMPING: X 1225 1973
 BM0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0458
 BM0458  HISTORY     - Date     Condition        Report By
 BM0458  HISTORY     - 1973     MONUMENTED       NGS
 BM0458  HISTORY     - 1978     GOOD             NGS
 BM0458  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0458  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 BM0458
 BM0458                          STATION DESCRIPTION
 BM0458
 BM0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0458'2.0 MI NW FROM SMITHVILLE.
 BM0458'ABOUT 2.0 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0458'RAILROAD FROM THE CROSSING WITH THE STATE HIGHWAY 95 AT SMITHVILLE,
 BM0458'41.0 SOUTH, SOUTHWEST OF THE CENTER OF THE CROSSING WITH A PRIVATE
 BM0458'TRACK ROAD, 34.5 FEET SOUTH OF THE SOUTH RAIL, 20.5 FEET WEST OF THE
 BM0458'CENTER LINE OF A ROAD, 9.6 FEET WEST OF A TELEPHONE POLE BRACED BY A
 BM0458'GUY WIRE, 0.7 FEET SOUTH OF A METAL WITNESS POST ABOUT LEVEL WITH THE
 BM0458'RAILS, AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL
 BM0458'ROD FLUSH WITH THE GROUND AND FASTENED TO A BASE PLATE.  THE MARK IS
 BM0458'PROTECTED BY A 6-IN. IRON PIPE WHICH PROJECTS 2-INCHES.
 BM0458
 BM0458                          STATION RECOVERY (1978)
 BM0458
 BM0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0458'RECOVERED IN GOOD CONDITION.
 BM0458
 BM0458                          STATION RECOVERY (1999)
 BM0458
 BM0458'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0458'MARK NOT FOUND.
 BM0458
 BM0458                          STATION RECOVERY (2004)
 BM0458
 BM0458'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGG)
 BM0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1088 ***********************************************************************
 AW1088  DESIGNATION -  X 1226
 AW1088  PID         -  AW1088
 AW1088  STATE/COUNTY-  TX/HARRIS
 AW1088  USGS QUAD   -  LEAGUE CITY (1995)
 AW1088
 AW1088                         *CURRENT SURVEY CONTROL
 AW1088  ___________________________________________________________________
 AW1088* NAD 83(1986)-  29 33 54.     (N)    095 07 07.     (W)     SCALED    
 AW1088* NAVD 88     -         5.844  (meters)      19.17   (feet)  ADJUSTED  
 AW1088  ___________________________________________________________________
 AW1088  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1088  DYNAMIC HT  -           5.836 (meters)      19.15  (feet)  COMP
 AW1088  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AW1088
 AW1088  VERT ORDER  -  FIRST     CLASS II
 AW1088
 AW1088.The horizontal coordinates were scaled from a topographic map and have
 AW1088.an estimated accuracy of +/- 6 seconds.
 AW1088
 AW1088.The orthometric height was determined by differential leveling
 AW1088.and adjusted by the National Geodetic Survey in March 1997..
 AW1088
 AW1088.The geoid height was determined by GEOID03.
 AW1088
 AW1088.The dynamic height is computed by dividing the NAVD 88
 AW1088.geopotential number by the normal gravity value computed on the
 AW1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1088.degrees latitude (g = 980.6199 gals.).
 AW1088
 AW1088.The modeled gravity was interpolated from observed gravity values.
 AW1088
 AW1088;                    North         East    Units  Estimated Accuracy
 AW1088;SPC TXSC     - 4,198,160.      976,010.      MT  (+/- 180 meters Scaled)
 AW1088
 AW1088                          SUPERSEDED SURVEY CONTROL
 AW1088
 AW1088  NAVD 88 (06/15/91)    5.904  (m)           19.37   (f) UNKNOWN     1 1
 AW1088  NGVD 29 (12/23/87)    5.901  (m)           19.36   (f) ADJUSTED    1 1
 AW1088
 AW1088.Superseded values are not recommended for survey control.
 AW1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1088.See file dsdata.txt to determine how the superseded data were derived.
 AW1088
 AW1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN947724(NAD 83)
 AW1088_MARKER: DV = VERTICAL CONTROL DISK
 AW1088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1088_SP_SET: COPPER-CLAD STEEL ROD
 AW1088_STAMPING: X 1226 1976
 AW1088_MARK LOGO: NGS   
 AW1088_MAGNETIC: I = MARKER IS A STEEL ROD
 AW1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW1088+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1996
 AW1088
 AW1088  HISTORY     - Date     Condition        Report By
 AW1088  HISTORY     - 1976     MONUMENTED       NGS
 AW1088  HISTORY     - 1978     GOOD             NGS
 AW1088  HISTORY     - 1983     GOOD             NGS
 AW1088  HISTORY     - 1987     GOOD             NGS
 AW1088  HISTORY     - 1989     GOOD             USPSQD
 AW1088  HISTORY     - 1989     GOOD             USPSQD
 AW1088  HISTORY     - 1989     GOOD             USPSQD
 AW1088  HISTORY     - 19910216 GOOD             USPSQD
 AW1088  HISTORY     - 19931122 GOOD             USPSQD
 AW1088  HISTORY     - 19961203 GOOD             NGS
 AW1088  HISTORY     - 20031105 MARK NOT FOUND   USPSQD
 AW1088
 AW1088                          STATION DESCRIPTION
 AW1088
 AW1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1088'2.6 MI NW FROM WEBSTER.
 AW1088'1 MI NW ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF NASA 1 AT WEBSTER,
 AW1088'THENCE 1.3 MI NE ALONG BAY AREA BLVD, THENCE 0.3 MI WEST ALONG RESEDA
 AW1088'DRIVE, AT THE ENTRANCE ROAD TO THE MAINTENANCE YARD OF THE CLEAR LAKE
 AW1088'COUNTRY CLUB, 67 FEET SOUTH OF THE SOUTH CURB OF RESEDA DRIVE, 15.6
 AW1088'FEET EAST OF CENTER OF THE DRIVE SOUTH TO MAINTENANCE YARD, 2 FEET
 AW1088'WEST OF A HEDGE ROW, 3 FEET NORTH OF THE SOUTH END OF THE HEDGE ROW.
 AW1088'ROD WAS DRIVEN TO GRADUAL REFUSAL.
 AW1088
 AW1088                          STATION RECOVERY (1978)
 AW1088
 AW1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1088'RECOVERED IN GOOD CONDITION.
 AW1088
 AW1088                          STATION RECOVERY (1983)
 AW1088
 AW1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1088'RECOVERED IN GOOD CONDITION.
 AW1088
 AW1088                          STATION RECOVERY (1987)
 AW1088
 AW1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1088'RECOVERED IN GOOD CONDITION.
 AW1088
 AW1088                          STATION RECOVERY (1989)
 AW1088
 AW1088'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1088'RECOVERED IN GOOD CONDITION.
 AW1088
 AW1088                          STATION RECOVERY (1989)
 AW1088
 AW1088'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1088'RECOVERED IN GOOD CONDITION.
 AW1088
 AW1088                          STATION RECOVERY (1989)
 AW1088
 AW1088'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1088'RECOVERED IN GOOD CONDITION.
 AW1088
 AW1088                          STATION RECOVERY (1991)
 AW1088
 AW1088'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1088'RECOVERED IN GOOD CONDITION.
 AW1088
 AW1088                          STATION RECOVERY (1993)
 AW1088
 AW1088'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1088'RECOVERED IN GOOD CONDITION.
 AW1088
 AW1088                          STATION RECOVERY (1996)
 AW1088
 AW1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1088'1.6 KM (1.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1088'OF NASA 1 HIGHWAY IN WEBSTER, THENCE 2.1 KM (1.30 MI) NORTHEASTERLY
 AW1088'ALONG BAY AREA BOULEVARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 AW1088'RESEDA DRIVE, 26.3 M (86.3 FT) SOUTH OF THE DRIVE CENTER, 19.0 M (62.3
 AW1088'FT) SOUTH OF A BRIDGE GUARDRAIL, 5.4 M (17.7 FT) EAST OF THE CENTER OF
 AW1088'A NARROW PAVED ROAD, 1.0 M (3.3 FT) NORTH OF THE SOUTH END OF A HEDGE
 AW1088'ROW, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE NARROW ROAD.  NOTE--THE
 AW1088'DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND
 AW1088'SURFACE.
 AW1088
 AW1088                          STATION RECOVERY (2003)
 AW1088
 AW1088'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0677 ***********************************************************************
 AN0677  DESIGNATION -  X 123
 AN0677  PID         -  AN0677
 AN0677  STATE/COUNTY-  TX/VICTORIA
 AN0677  USGS QUAD   -  BLOOMINGTON (1995)
 AN0677
 AN0677                         *CURRENT SURVEY CONTROL
 AN0677  ___________________________________________________________________
 AN0677* NAD 83(1986)-  28 43 21.     (N)    096 52 33.     (W)     SCALED    
 AN0677* NAVD 88     -        20.55   (+/-2cm)      67.4    (feet)  VERTCON   
 AN0677  ___________________________________________________________________
 AN0677  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0677
 AN0677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0677
 AN0677.The horizontal coordinates were scaled from a topographic map and have
 AN0677.an estimated accuracy of +/- 6 seconds.
 AN0677
 AN0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0677.The vertical order pertains to the NGVD 29 superseded value.
 AN0677
 AN0677.The geoid height was determined by GEOID03.
 AN0677
 AN0677;                    North         East    Units  Estimated Accuracy
 AN0677;SPC TXSC     - 4,100,430.      807,500.      MT  (+/- 180 meters Scaled)
 AN0677
 AN0677                          SUPERSEDED SURVEY CONTROL
 AN0677
 AN0677  NGVD 29 (??/??/92)   20.662  (m)           67.79   (f) ADJ UNCH    2 0
 AN0677
 AN0677.Superseded values are not recommended for survey control.
 AN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0677.See file dsdata.txt to determine how the superseded data were derived.
 AN0677
 AN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS074790(NAD 83)
 AN0677_MARKER: DB = BENCH MARK DISK
 AN0677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0677_SP_SET: GATE POST
 AN0677_STAMPING: X 123 1933
 AN0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0677
 AN0677  HISTORY     - Date     Condition        Report By
 AN0677  HISTORY     - 1933     MONUMENTED       CGS
 AN0677  HISTORY     - 1959     GOOD             NGS
 AN0677  HISTORY     - 1990     GOOD             USPSQD
 AN0677
 AN0677                          STATION DESCRIPTION
 AN0677
 AN0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AN0677'IN DACOSTA.
 AN0677'AT DACOSTA, VICTORIA COUNTY, 3 POLES NORTHWEST OF THE TEXAS AND NEW
 AN0677'ORLEANS RAILROAD STATION, 15 POLES SOUTHEAST OF MILEPOST 18, ON THE
 AN0677'NORTHEAST SIDE OF THE TRACK, AT THE FRONT ENTRANCE TO THE HOME OF A.V.
 AN0677'PARGAC, AND IN THE TOP OF THE SOUTHEAST BRICK GATEPOST.  A STANDARD
 AN0677'DISK, STAMPED X 123 1933.
 AN0677
 AN0677                          STATION RECOVERY (1990)
 AN0677
 AN0677'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0321 ***********************************************************************
 EM0321  DESIGNATION -  X 123
 EM0321  PID         -  EM0321
 EM0321  STATE/COUNTY-  TX/WILBARGER
 EM0321  USGS QUAD   -  ODELL (1985)
 EM0321
 EM0321                         *CURRENT SURVEY CONTROL
 EM0321  ___________________________________________________________________
 EM0321* NAD 83(1986)-  34 18 54.     (N)    099 25 00.     (W)     SCALED    
 EM0321* NAVD 88     -       422.279  (meters)    1385.43   (feet)  ADJUSTED  
 EM0321  ___________________________________________________________________
 EM0321  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 EM0321  DYNAMIC HT  -         421.807 (meters)    1383.88  (feet)  COMP
 EM0321  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 EM0321
 EM0321  VERT ORDER  -  SECOND    CLASS 0
 EM0321
 EM0321.The horizontal coordinates were scaled from a topographic map and have
 EM0321.an estimated accuracy of +/- 6 seconds.
 EM0321
 EM0321.The orthometric height was determined by differential leveling
 EM0321.and adjusted by the National Geodetic Survey in June 1991..
 EM0321
 EM0321.The geoid height was determined by GEOID03.
 EM0321
 EM0321.The dynamic height is computed by dividing the NAVD 88
 EM0321.geopotential number by the normal gravity value computed on the
 EM0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0321.degrees latitude (g = 980.6199 gals.).
 EM0321
 EM0321.The modeled gravity was interpolated from observed gravity values.
 EM0321
 EM0321;                    North         East    Units  Estimated Accuracy
 EM0321;SPC TXNC     - 2,294,070.      515,620.      MT  (+/- 180 meters Scaled)
 EM0321
 EM0321                          SUPERSEDED SURVEY CONTROL
 EM0321
 EM0321  NGVD 29 (??/??/92)  422.129  (m)         1384.93   (f) ADJ UNCH    2 0
 EM0321
 EM0321.Superseded values are not recommended for survey control.
 EM0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0321.See file dsdata.txt to determine how the superseded data were derived.
 EM0321
 EM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC616971(NAD 83)
 EM0321_MARKER: DB = BENCH MARK DISK
 EM0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0321_STAMPING: X 123 1961
 EM0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0321+STABILITY: SURFACE MOTION
 EM0321
 EM0321  HISTORY     - Date     Condition        Report By
 EM0321  HISTORY     - 1961     MONUMENTED       CGS
 EM0321  HISTORY     - 1984     GOOD             NGS
 EM0321
 EM0321                          STATION DESCRIPTION
 EM0321
 EM0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0321'2.4 MI SW FROM ODELL.
 EM0321'2.4 MILES WEST AND SOUTH ALONG FARM ROAD 91 FROM THE POST OFFICE AT
 EM0321'ODELL, 38.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3 FEET WEST OF A
 EM0321'POWER POLE, 2 FEET EAST OF THE WITNESS POST, SET IN THE TOP OF A
 EM0321'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 EM0321
 EM0321                          STATION RECOVERY (1984)
 EM0321
 EM0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0731 ***********************************************************************
 CD0731  DESIGNATION -  X 1235
 CD0731  PID         -  CD0731
 CD0731  STATE/COUNTY-  TX/CULBERSON
 CD0731  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0731
 CD0731                         *CURRENT SURVEY CONTROL
 CD0731  ___________________________________________________________________
 CD0731* NAD 83(1986)-  31 50 21.     (N)    104 49 52.     (W)     SCALED    
 CD0731* NAVD 88     -      1417.487  (meters)    4650.54   (feet)  ADJUSTED  
 CD0731  ___________________________________________________________________
 CD0731  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0731  DYNAMIC HT  -        1415.315 (meters)    4643.41  (feet)  COMP
 CD0731  MODELED GRAV-     979,057.5   (mgal)                       NAVD 88
 CD0731
 CD0731  VERT ORDER  -  FIRST     CLASS I
 CD0731
 CD0731.The horizontal coordinates were scaled from a topographic map and have
 CD0731.an estimated accuracy of +/- 6 seconds.
 CD0731
 CD0731.The orthometric height was determined by differential leveling
 CD0731.and adjusted by the National Geodetic Survey in June 1991..
 CD0731
 CD0731.The geoid height was determined by GEOID03.
 CD0731
 CD0731.The dynamic height is computed by dividing the NAVD 88
 CD0731.geopotential number by the normal gravity value computed on the
 CD0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0731.degrees latitude (g = 980.6199 gals.).
 CD0731
 CD0731.The modeled gravity was interpolated from observed gravity values.
 CD0731
 CD0731;                    North         East    Units  Estimated Accuracy
 CD0731;SPC TX C     - 3,249,450.      274,370.      MT  (+/- 180 meters Scaled)
 CD0731
 CD0731                          SUPERSEDED SURVEY CONTROL
 CD0731
 CD0731  NGVD 29 (??/??/92) 1416.908  (m)         4648.64   (f) ADJ UNCH    1 1
 CD0731
 CD0731.Superseded values are not recommended for survey control.
 CD0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0731.See file dsdata.txt to determine how the superseded data were derived.
 CD0731
 CD0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER159226(NAD 83)
 CD0731_MARKER: DB = BENCH MARK DISK
 CD0731_SETTING: 66 = SET IN ROCK OUTCROP
 CD0731_SP_SET: OUTCROP
 CD0731_STAMPING: X 1235 1977
 CD0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0731+STABILITY: POSITION/ELEVATION WELL
 CD0731
 CD0731  HISTORY     - Date     Condition        Report By
 CD0731  HISTORY     - 1977     MONUMENTED       NGS
 CD0731
 CD0731                          STATION DESCRIPTION
 CD0731
 CD0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0731'6.0 MI SW FROM PINE SPRINGS.
 CD0731'6.0 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0731'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, AT THE
 CD0731'JUNCTION OF A PAVED DRIVEWAY LEADING NORTH AND WHAT WAS THE
 CD0731'1943 ROUTE OF U.S. HIGHWAYS 62 AND 180, SET IN TOP OF A ROCK
 CD0731'OUTCROP, 132 FT. NORTHEAST OF THE CENTER LINE OF THE
 CD0731'EAST BOUND LANES OF THE HIGHWAY, 68.5 FT. EAST OF THE
 CD0731'CENTER LINE OF THE DRIVEWAY, 87 FT. SOUTHEAST OF THE SOUTHEAST
 CD0731'END OF AN IRON PIPE CATTLE GUARD, 10.5 FT. SOUTHWEST OF A FENCE.
 CD0731'NOTE--0.35 MILE SOUTH ALONG THE DRIVEWAY FROM BENCH MARK L 11
 CD0731'RESET 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0649 ***********************************************************************
 AW0649  DESIGNATION -  X 1237
 AW0649  PID         -  AW0649
 AW0649  STATE/COUNTY-  TX/GALVESTON
 AW0649  USGS QUAD   -  SAN LUIS PASS (1974)
 AW0649
 AW0649                         *CURRENT SURVEY CONTROL
 AW0649  ___________________________________________________________________
 AW0649* NAD 83(1986)-  29 05 04.     (N)    095 07 06.     (W)     SCALED    
 AW0649* NAVD 88     -         6.18   (+/-2cm)      20.3    (feet)  VERTCON   
 AW0649  ___________________________________________________________________
 AW0649  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AW0649
 AW0649  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0649
 AW0649.The horizontal coordinates were scaled from a topographic map and have
 AW0649.an estimated accuracy of +/- 6 seconds.
 AW0649
 AW0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0649.The vertical order pertains to the NGVD 29 superseded value.
 AW0649
 AW0649.The geoid height was determined by GEOID03.
 AW0649
 AW0649;                    North         East    Units  Estimated Accuracy
 AW0649;SPC TXSC     - 4,144,930.      977,800.      MT  (+/- 180 meters Scaled)
 AW0649
 AW0649                          SUPERSEDED SURVEY CONTROL
 AW0649
 AW0649  NGVD 29 (??/??/92)    6.182  (m)           20.28   (f) ADJ UNCH    1 1
 AW0649
 AW0649.Superseded values are not recommended for survey control.
 AW0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0649.See file dsdata.txt to determine how the superseded data were derived.
 AW0649
 AW0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN938191(NAD 83)
 AW0649_MARKER: DB = BENCH MARK DISK
 AW0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0649_SP_SET: BRIDGE
 AW0649_STAMPING: X 1237 1978
 AW0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0649+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AW0649
 AW0649  HISTORY     - Date     Condition        Report By
 AW0649  HISTORY     - 1978     MONUMENTED       NGS
 AW0649  HISTORY     - 19940813 GOOD             USPSQD
 AW0649  HISTORY     - 20031209 GOOD             USPSQD
 AW0649  HISTORY     - 20050215 GOOD             USPSQD
 AW0649
 AW0649                          STATION DESCRIPTION
 AW0649
 AW0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0649'11.6 MI SW FROM JAMICA BEACH.
 AW0649'11.6 MILES SOUTHWEST ALONG FM 3005 FROM THE JUNCTION OF BUCCANEER
 AW0649'DRIVE IN THE SMALL VALLAGE OF JAMAICA BEACH, LOCATED IN THE MIDDLE
 AW0649'OF THE SAN LUIS PASS BRIDGE, 0.7 MILE SOUTHWEST OF THE TOLL BOOTH
 AW0649'AT THE NORTHEAST END OF THE BRIDGE, 17 FT. NORTHWEST OF THE CENTERLINE
 AW0649'OF THE HIGHWAY, SET IN THE NORTHWEST CURB OF THE BRIDGE.
 AW0649
 AW0649                          STATION RECOVERY (1994)
 AW0649
 AW0649'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0649'RECOVERED IN GOOD CONDITION.
 AW0649
 AW0649                          STATION RECOVERY (2003)
 AW0649
 AW0649'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0649'RECOVERED IN GOOD CONDITION.
 AW0649
 AW0649                          STATION RECOVERY (2005)
 AW0649
 AW0649'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0649'GO TO N29 04 58.9 W095 07 16.2 THIS IS THE CORRECT GP OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1676 ***********************************************************************
 AN1676  DESIGNATION -  X 124
 AN1676  PID         -  AN1676
 AN1676  STATE/COUNTY-  TX/KARNES
 AN1676  USGS QUAD   -  RUNGE (1987)
 AN1676
 AN1676                         *CURRENT SURVEY CONTROL
 AN1676  ___________________________________________________________________
 AN1676* NAD 83(1986)-  28 53 28.     (N)    097 41 19.     (W)     SCALED    
 AN1676* NAVD 88     -        94.14   (+/-2cm)     308.9    (feet)  VERTCON   
 AN1676  ___________________________________________________________________
 AN1676  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1676
 AN1676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1676
 AN1676.The horizontal coordinates were scaled from a topographic map and have
 AN1676.an estimated accuracy of +/- 6 seconds.
 AN1676
 AN1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1676.The vertical order pertains to the NGVD 29 superseded value.
 AN1676
 AN1676.The geoid height was determined by GEOID03.
 AN1676
 AN1676;                    North         East    Units  Estimated Accuracy
 AN1676;SPC TXSC     - 4,117,950.      727,900.      MT  (+/- 180 meters Scaled)
 AN1676
 AN1676                          SUPERSEDED SURVEY CONTROL
 AN1676
 AN1676  NGVD 29 (??/??/92)   94.123  (m)          308.80   (f) ADJ UNCH    2 0
 AN1676
 AN1676.Superseded values are not recommended for survey control.
 AN1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1676.See file dsdata.txt to determine how the superseded data were derived.
 AN1676
 AN1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS278966(NAD 83)
 AN1676_MARKER: DB = BENCH MARK DISK
 AN1676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1676_SP_SET: BRIDGE
 AN1676_STAMPING: X 124 1933
 AN1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1676
 AN1676  HISTORY     - Date     Condition        Report By
 AN1676  HISTORY     - 1933     MONUMENTED       CGS
 AN1676
 AN1676                          STATION DESCRIPTION
 AN1676
 AN1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1676'1.5 MI NE FROM RUNGE.
 AN1676'1.5 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1676'STATION AT RUNGE, KARNES COUNTY, 0.05 MILE NORTHEAST OF MILEPOST 165,
 AN1676'OPPOSITE TRESTLE 164.95, ON A DIRT ROAD PARALLELING THE TRACK, AT A
 AN1676'70-FOOT STEEL BRIDGE OVER A CREEK, IN THE TOP OF THE WEST END OF THE
 AN1676'WEST CONCRETE WING WALL, 46.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AN1676'TRACK, 10 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST
 AN1676'OF THE WEST END OF THE WING WALL, AND LEVEL WITH THE ROAD.  A STANDARD
 AN1676'DISK, STAMPED X 124 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1476 ***********************************************************************
 AW1476  DESIGNATION -  X 1241
 AW1476  PID         -  AW1476
 AW1476  STATE/COUNTY-  TX/CHAMBERS
 AW1476  USGS QUAD   -  ANAHUAC (1993)
 AW1476
 AW1476                         *CURRENT SURVEY CONTROL
 AW1476  ___________________________________________________________________
 AW1476* NAD 83(1986)-  29 50 20.     (N)    094 43 13.     (W)     SCALED    
 AW1476* NAVD 88     -         4.75   (+/-2cm)      15.6    (feet)  VERTCON   
 AW1476  ___________________________________________________________________
 AW1476  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW1476
 AW1476  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1476
 AW1476.The horizontal coordinates were scaled from a topographic map and have
 AW1476.an estimated accuracy of +/- 6 seconds.
 AW1476
 AW1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1476.The vertical order pertains to the NGVD 29 superseded value.
 AW1476
 AW1476.The geoid height was determined by GEOID03.
 AW1476
 AW1476;                    North         East    Units  Estimated Accuracy
 AW1476;SPC TXSC     - 4,229,840.    1,013,470.      MT  (+/- 180 meters Scaled)
 AW1476
 AW1476                          SUPERSEDED SURVEY CONTROL
 AW1476
 AW1476  NGVD 29 (??/??/92)    4.749  (m)           15.58   (f) ADJ UNCH    1 2
 AW1476
 AW1476.Superseded values are not recommended for survey control.
 AW1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1476.See file dsdata.txt to determine how the superseded data were derived.
 AW1476
 AW1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP338021(NAD 83)
 AW1476_MARKER: DB = BENCH MARK DISK
 AW1476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1476_SP_SET: HEADWALL CULVERT
 AW1476_STAMPING: X 1241 1978
 AW1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1476+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AW1476
 AW1476  HISTORY     - Date     Condition        Report By
 AW1476  HISTORY     - 1978     MONUMENTED       NGS
 AW1476  HISTORY     - 1990     GOOD             USPSQD
 AW1476  HISTORY     - 19960906 GOOD             USPSQD
 AW1476  HISTORY     - 20010331 GOOD             NGS
 AW1476  HISTORY     - 20040201 GOOD             USPSQD
 AW1476  HISTORY     - 20050201 GOOD             USPSQD
 AW1476
 AW1476                          STATION DESCRIPTION
 AW1476
 AW1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1476'1.6 MI WEST FROM WALLISVILLE.
 AW1476'ABOUT 1.6 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE INTER-
 AW1476'STATE OVERPASS OVER FARM ROAD 563 AT WALLISVILLE IN THE EAST END
 AW1476'OF THE SOUTH ONE OF THREE HEADWALLS, 111 FEET WEST-NORTHWEST OF A
 AW1476'TELEPHONE POLE, 108 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 AW1476'LANES OF INTERSTATE, 21 FEET SOUTH OF THE CENTERLINE OF ROAD
 AW1476'PARALLELING THE INTERSTATE, 18 FEET NORTH OF THE EDGE OF WOODS AND
 AW1476'16 FEET EAST OF HIGHWAY REFLECTOR POST FOR THE CULVERT.
 AW1476
 AW1476                          STATION RECOVERY (1990)
 AW1476
 AW1476'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 AW1476'RECOVERED IN GOOD CONDITION.
 AW1476
 AW1476                          STATION RECOVERY (1996)
 AW1476
 AW1476'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1476'RECOVERED IN GOOD CONDITION.
 AW1476
 AW1476                          STATION RECOVERY (2001)
 AW1476
 AW1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1476'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1476
 AW1476                          STATION RECOVERY (2004)
 AW1476
 AW1476'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1476'RECOVERED IN GOOD CONDITION.
 AW1476
 AW1476                          STATION RECOVERY (2005)
 AW1476
 AW1476'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1393 ***********************************************************************
 AW1393  DESIGNATION -  X 1242
 AW1393  PID         -  AW1393
 AW1393  STATE/COUNTY-  TX/GALVESTON
 AW1393  USGS QUAD   -  HIGH ISLAND (1994)
 AW1393
 AW1393                         *CURRENT SURVEY CONTROL
 AW1393  ___________________________________________________________________
 AW1393* NAD 83(1986)-  29 35 33.     (N)    094 23 24.     (W)     SCALED    
 AW1393* NAVD 88     -         5.32   (+/-2cm)      17.5    (feet)  VERTCON   
 AW1393  ___________________________________________________________________
 AW1393  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW1393
 AW1393  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1393
 AW1393.The horizontal coordinates were scaled from a topographic map and have
 AW1393.an estimated accuracy of +/- 6 seconds.
 AW1393
 AW1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1393.The vertical order pertains to the NGVD 29 superseded value.
 AW1393
 AW1393.The geoid height was determined by GEOID03.
 AW1393
 AW1393;                    North         East    Units  Estimated Accuracy
 AW1393;SPC TXSC     - 4,203,760.    1,046,440.      MT  (+/- 180 meters Scaled)
 AW1393
 AW1393                          SUPERSEDED SURVEY CONTROL
 AW1393
 AW1393  NGVD 29 (??/??/92)    5.320  (m)           17.45   (f) ADJ UNCH    1 2
 AW1393
 AW1393.Superseded values are not recommended for survey control.
 AW1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1393.See file dsdata.txt to determine how the superseded data were derived.
 AW1393
 AW1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN653744(NAD 83)
 AW1393_MARKER: DB = BENCH MARK DISK
 AW1393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1393_SP_SET: BRIDGE
 AW1393_STAMPING: X 1242 1978
 AW1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1393+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW1393
 AW1393  HISTORY     - Date     Condition        Report By
 AW1393  HISTORY     - 1978     MONUMENTED       NGS
 AW1393  HISTORY     - 1990     GOOD             USPSQD
 AW1393  HISTORY     - 19950821 GOOD             USPSQD
 AW1393  HISTORY     - 20010411 GOOD             USPSQD
 AW1393  HISTORY     - 20020724 GOOD             USPSQD
 AW1393  HISTORY     - 20031104 GOOD             USPSQD
 AW1393  HISTORY     - 20050310 GOOD             USPSQD
 AW1393
 AW1393                          STATION DESCRIPTION
 AW1393
 AW1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1393'2.0 MI NORTH FROM HIGH ISLAND.
 AW1393'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST
 AW1393'OFFICE AT HIGH ISLAND, SET IN THE TOP OF THE CONCRETE GUARD
 AW1393'RAIL IN THE SOUTHEAST END OF A BRIDGE OVER THE INTERCOASTAL
 AW1393'WATERWAY, 24 FEET EAST OF THE CENTERLINE OF HIGHWAY, 6 FEET
 AW1393'NORTHWEST OF A 3 FOOT CONCRETE DRAIN FOR THE BRIDGE, 1.0 FOOT
 AW1393'NORTH OF A STEEL GUARD RAIL POST, AND 0.5 FOOT WEST OF A STEEL
 AW1393'GUARD RAIL.
 AW1393
 AW1393                          STATION RECOVERY (1990)
 AW1393
 AW1393'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW1393'RECOVERED IN GOOD CONDITION.
 AW1393
 AW1393                          STATION RECOVERY (1995)
 AW1393
 AW1393'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1393'RECOVERED IN GOOD CONDITION.
 AW1393
 AW1393                          STATION RECOVERY (2001)
 AW1393
 AW1393'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1393'RECOVERED IN GOOD CONDITION.
 AW1393
 AW1393                          STATION RECOVERY (2002)
 AW1393
 AW1393'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1393'RECOVERED IN GOOD CONDITION.
 AW1393
 AW1393                          STATION RECOVERY (2003)
 AW1393
 AW1393'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1393'RECOVERED IN GOOD CONDITION.
 AW1393
 AW1393                          STATION RECOVERY (2005)
 AW1393
 AW1393'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1273 ***********************************************************************
 AW1273  DESIGNATION -  X 1243
 AW1273  PID         -  AW1273
 AW1273  STATE/COUNTY-  TX/HARRIS
 AW1273  USGS QUAD   -  LA PORTE (1982)
 AW1273
 AW1273                         *CURRENT SURVEY CONTROL
 AW1273  ___________________________________________________________________
 AW1273* NAD 83(1986)-  29 39 53.     (N)    095 04 43.     (W)     SCALED    
 AW1273* NAVD 88     -         6.248  (meters)      20.50   (feet)  ADJUSTED  
 AW1273  ___________________________________________________________________
 AW1273  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1273  DYNAMIC HT  -           6.239 (meters)      20.47  (feet)  COMP
 AW1273  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 AW1273
 AW1273  VERT ORDER  -  FIRST     CLASS II
 AW1273
 AW1273.The horizontal coordinates were scaled from a topographic map and have
 AW1273.an estimated accuracy of +/- 6 seconds.
 AW1273
 AW1273.The orthometric height was determined by differential leveling
 AW1273.and adjusted by the National Geodetic Survey in June 1991..
 AW1273
 AW1273.The geoid height was determined by GEOID03.
 AW1273
 AW1273.The dynamic height is computed by dividing the NAVD 88
 AW1273.geopotential number by the normal gravity value computed on the
 AW1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1273.degrees latitude (g = 980.6199 gals.).
 AW1273
 AW1273.The modeled gravity was interpolated from observed gravity values.
 AW1273
 AW1273;                    North         East    Units  Estimated Accuracy
 AW1273;SPC TXSC     - 4,209,330.      979,510.      MT  (+/- 180 meters Scaled)
 AW1273
 AW1273                          SUPERSEDED SURVEY CONTROL
 AW1273
 AW1273  NGVD 29 (12/23/87)    6.245  (m)           20.49   (f) ADJUSTED    1 2
 AW1273
 AW1273.Superseded values are not recommended for survey control.
 AW1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1273.See file dsdata.txt to determine how the superseded data were derived.
 AW1273
 AW1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN988834(NAD 83)
 AW1273_MARKER: DB = BENCH MARK DISK
 AW1273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1273_SP_SET: HEADWALL OF BRIDGE
 AW1273_STAMPING: X 1243 1978
 AW1273_MARK LOGO: NGS   
 AW1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1273+STABILITY: SURFACE MOTION
 AW1273
 AW1273  HISTORY     - Date     Condition        Report By
 AW1273  HISTORY     - 1978     MONUMENTED       NGS
 AW1273  HISTORY     - 1986     GOOD             NGS
 AW1273  HISTORY     - 1987     GOOD             USPSQD
 AW1273  HISTORY     - 1987     GOOD             USPSQD
 AW1273  HISTORY     - 1987     GOOD             USPSQD
 AW1273  HISTORY     - 1988     GOOD             USPSQD
 AW1273  HISTORY     - 1988     GOOD             USPSQD
 AW1273  HISTORY     - 1988     GOOD             USPSQD
 AW1273  HISTORY     - 1988     GOOD             USPSQD
 AW1273  HISTORY     - 1988     GOOD             USPSQD
 AW1273  HISTORY     - 1989     GOOD             USPSQD
 AW1273  HISTORY     - 1989     GOOD             USPSQD
 AW1273  HISTORY     - 1989     GOOD             USPSQD
 AW1273  HISTORY     - 1989     GOOD             USPSQD
 AW1273  HISTORY     - 1989     GOOD             USPSQD
 AW1273  HISTORY     - 1989     GOOD             USPSQD
 AW1273  HISTORY     - 1989     GOOD             USPSQD
 AW1273  HISTORY     - 1989     GOOD             USPSQD
 AW1273  HISTORY     - 19910202 GOOD             USPSQD
 AW1273  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1273
 AW1273                          STATION DESCRIPTION
 AW1273
 AW1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1273'3.9 MI NW FROM LA PORTE.
 AW1273'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1273'ELEMENTARY SCHOOL IN LA PORTE, AND THENCE ABOUT 2.8 MILES WEST ALONG
 AW1273'SPENCER HIGHWAY.  SET IN THE NORTHWEST CORNER OF THE NORTHWEST
 AW1273'HEADWALL OF A 90 FOOT LONG HIGHWAY BRIDGE.  33 FEET NORTH OF THE
 AW1273'CENTERLINE OF THE HIGHWAY, 30 FEET SOUTH OF A FENCE, 3 FEET WEST OF
 AW1273'A TWELVE INCH PIPE ALONG BRIDGE, AND 1.5 FEET NORTH-NORTHWEST OF
 AW1273'A GUARD RAIL POST.
 AW1273
 AW1273                          STATION RECOVERY (1986)
 AW1273
 AW1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1273'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1273'EXCEPT THE FENCE MENTIONED THEREIN NO LONGER EXIST.
 AW1273
 AW1273                          STATION RECOVERY (1987)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1987)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1987)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1988)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1988)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1988)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1988)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1988)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1989)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1989)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1989)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1989)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1989)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1989)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1989)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1989)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1991)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1273'RECOVERED IN GOOD CONDITION.
 AW1273
 AW1273                          STATION RECOVERY (1994)
 AW1273
 AW1273'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1050 ***********************************************************************
 AW1050  DESIGNATION -  X 1244
 AW1050  PID         -  AW1050
 AW1050  STATE/COUNTY-  TX/GALVESTON
 AW1050  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1050
 AW1050                         *CURRENT SURVEY CONTROL
 AW1050  ___________________________________________________________________
 AW1050* NAD 83(1986)-  29 21 48.     (N)    094 55 11.     (W)     SCALED    
 AW1050* NAVD 88     -         0.499  (meters)       1.64   (feet)  ADJUSTED  
 AW1050  ___________________________________________________________________
 AW1050  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1050  DYNAMIC HT  -           0.499 (meters)       1.64  (feet)  COMP
 AW1050  MODELED GRAV-     979,267.5   (mgal)                       NAVD 88
 AW1050  OBS GRAVITY -     979,264.0   (mgal)                       GRAV_OBS
 AW1050
 AW1050  VERT ORDER  -  FIRST     CLASS II
 AW1050
 AW1050.The horizontal coordinates were scaled from a topographic map and have
 AW1050.an estimated accuracy of +/- 6 seconds.
 AW1050
 AW1050.The orthometric height was determined by differential leveling
 AW1050.and adjusted by the National Geodetic Survey in June 1991..
 AW1050
 AW1050.The geoid height was determined by GEOID03.
 AW1050
 AW1050.The dynamic height is computed by dividing the NAVD 88
 AW1050.geopotential number by the normal gravity value computed on the
 AW1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1050.degrees latitude (g = 980.6199 gals.).
 AW1050
 AW1050.The modeled gravity was interpolated from observed gravity values.
 AW1050.The observed gravity was obtained from relative gravimeter ties
 AW1050.to the IGSN71 gravity network.
 AW1050
 AW1050;                    North         East    Units  Estimated Accuracy
 AW1050;SPC TXSC     - 4,176,470.      996,050.      MT  (+/- 180 meters Scaled)
 AW1050
 AW1050                          SUPERSEDED SURVEY CONTROL
 AW1050
 AW1050  NGVD 29 (12/23/87)    0.496  (m)            1.63   (f) ADJUSTED    1 2
 AW1050
 AW1050.Superseded values are not recommended for survey control.
 AW1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1050.See file dsdata.txt to determine how the superseded data were derived.
 AW1050
 AW1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN136497(NAD 83)
 AW1050_MARKER: DB = BENCH MARK DISK
 AW1050_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1050_SP_SET: HEADWALL
 AW1050_STAMPING: X 1244 1978
 AW1050_MARK LOGO: NGS   
 AW1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1050+STABILITY: SURFACE MOTION
 AW1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1050+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1050
 AW1050  HISTORY     - Date     Condition        Report By
 AW1050  HISTORY     - 1978     MONUMENTED       NGS
 AW1050  HISTORY     - 1983     GOOD             NGS
 AW1050  HISTORY     - 1987     GOOD             NGS
 AW1050  HISTORY     - 19940407 GOOD             USPSQD
 AW1050  HISTORY     - 20030815 GOOD             USE
 AW1050  HISTORY     - 20050607 GOOD             USPSQD
 AW1050
 AW1050                          STATION DESCRIPTION
 AW1050
 AW1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1050'2.2 MI SW FROM TEXAS CITY.
 AW1050'ABOUT 2.1 MILES SOUTHWEST ALONG L00P 197 (6TH STREET) FROM THE
 AW1050'POST OFFICE AT TEXAS CITY, AND THENCE 0.1 MILE SOUTHWEST ALONG FARM
 AW1050'ROAD 519. SET IN TOP CENTER OF SOUTHWEST HEADWALL OF A TWO PIPE
 AW1050'CONCRETE CULVERT UNDER FARM ROAD 519 90 FEET SOUTH OF SOUTH RAIL OF
 AW1050'SPUR TRACK WEST, 78 FEET WEST OF NORTHWEST RAIL OF TEXAS CITY TERMINAL
 AW1050'RAILROAD, 75 FEET SOUTH OF A POWER POLE WITH STREET LIGHT, AND
 AW1050'36 FEET SOUTHEAST OF THE CENTERLINE OF FARM ROAD 519.
 AW1050
 AW1050                          STATION RECOVERY (1983)
 AW1050
 AW1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1050'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1050'WHITNEY BUILDING.
 AW1050
 AW1050                          STATION RECOVERY (1987)
 AW1050
 AW1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1050'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.0 KM (1.85
 AW1050'MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH FARM ROAD
 AW1050'1765 IN LA MARQUE, THENCE 3.1 KM (1.95 MI) EAST AND NORTHEAST ALONG
 AW1050'FARM ROAD 519.  NOTE--THE DISK HAS BEEN MUTILATED.
 AW1050
 AW1050                          STATION RECOVERY (1994)
 AW1050
 AW1050'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1050'RECOVERED IN GOOD CONDITION.
 AW1050
 AW1050                          STATION RECOVERY (2003)
 AW1050
 AW1050'RECOVERY NOTE BY US ENGINEERS 2003 (DWJ)
 AW1050'RECOVERED IN GOOD CONDITION
 AW1050
 AW1050                          STATION RECOVERY (2005)
 AW1050
 AW1050'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1050'MARK FOUND AT N29 21 49.2  W094 55 13.1
 AW1050' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1007 ***********************************************************************
 AW1007  DESIGNATION -  X 1245
 AW1007  PID         -  AW1007
 AW1007  STATE/COUNTY-  TX/HARRIS
 AW1007  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1007
 AW1007                         *CURRENT SURVEY CONTROL
 AW1007  ___________________________________________________________________
 AW1007* NAD 83(1986)-  29 31 58.     (N)    095 09 41.     (W)     SCALED    
 AW1007* NAVD 88     -         8.428  (meters)      27.65   (feet)  ADJUSTED  
 AW1007  ___________________________________________________________________
 AW1007  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1007  DYNAMIC HT  -           8.416 (meters)      27.61  (feet)  COMP
 AW1007  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 AW1007
 AW1007  VERT ORDER  -  FIRST     CLASS II
 AW1007
 AW1007.The horizontal coordinates were scaled from a topographic map and have
 AW1007.an estimated accuracy of +/- 6 seconds.
 AW1007
 AW1007.The orthometric height was determined by differential leveling
 AW1007.and adjusted by the National Geodetic Survey in June 1991..
 AW1007
 AW1007.The geoid height was determined by GEOID03.
 AW1007
 AW1007.The dynamic height is computed by dividing the NAVD 88
 AW1007.geopotential number by the normal gravity value computed on the
 AW1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1007.degrees latitude (g = 980.6199 gals.).
 AW1007
 AW1007.The modeled gravity was interpolated from observed gravity values.
 AW1007
 AW1007;                    North         East    Units  Estimated Accuracy
 AW1007;SPC TXSC     - 4,194,450.      971,980.      MT  (+/- 180 meters Scaled)
 AW1007
 AW1007                          SUPERSEDED SURVEY CONTROL
 AW1007
 AW1007  NGVD 29 (12/23/87)    8.424  (m)           27.64   (f) ADJUSTED    1 2
 AW1007
 AW1007.Superseded values are not recommended for survey control.
 AW1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1007.See file dsdata.txt to determine how the superseded data were derived.
 AW1007
 AW1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN905689(NAD 83)
 AW1007_MARKER: DB = BENCH MARK DISK
 AW1007_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1007_SP_SET: STAINLESS STEEL ROD
 AW1007_STAMPING: X 1245 1978
 AW1007_MARK LOGO: NGS   
 AW1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1007
 AW1007  HISTORY     - Date     Condition        Report By
 AW1007  HISTORY     - 1978     MONUMENTED       NGS
 AW1007  HISTORY     - 1987     GOOD             NGS
 AW1007  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1007  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1007  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1007
 AW1007                          STATION DESCRIPTION
 AW1007
 AW1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1007'3.3 MI WEST FROM WEBSTER.
 AW1007'ABOUT 0.5 MILE SOUTHWEST ALONG FARM ROAD 528 FROM THE JUNCTION OF
 AW1007'STATE HIGHWAY 3 AT WEBSTER, THENCE 1.0 MILE NORTHWEST ALONG NORTH
 AW1007'TEXAS AVENUE, AND THENCE 1.8 MILES SOUTHWEST ALONG BAY AREA BOULEVARD
 AW1007'(FRIENDSWOOD LINK ROAD).  99 FEET NORTHEAST OF THE CENTERLINE OF A
 AW1007'FIELD ROAD WITH GATE, 30 FEET NORTHWEST OF THE CENTERLINE OF THE
 AW1007'ROAD, 1.5 FEET NORTHEAST OF A POWER POLE WITH TRANSFORMER, AND 1
 AW1007'FOOT SOUTH OF A CHAIN LINK FENCE.
 AW1007
 AW1007                          STATION RECOVERY (1987)
 AW1007
 AW1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1007'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1007'EXCEPT ADD NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW1007'CAP.
 AW1007'THE MARK IS 0.48 METERS  SW FROM  A WITNESS POST
 AW1007
 AW1007                          STATION RECOVERY (1997)
 AW1007
 AW1007'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1007'MARK NOT FOUND.
 AW1007
 AW1007                          STATION RECOVERY (1999)
 AW1007
 AW1007'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1007'MARK NOT FOUND.
 AW1007
 AW1007                          STATION RECOVERY (2000)
 AW1007
 AW1007'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0743 ***********************************************************************
 BM0743  DESIGNATION -  X 1247
 BM0743  PID         -  BM0743
 BM0743  STATE/COUNTY-  TX/BASTROP
 BM0743  USGS QUAD   -  SMITHVILLE (1982)
 BM0743
 BM0743                         *CURRENT SURVEY CONTROL
 BM0743  ___________________________________________________________________
 BM0743* NAD 83(1986)-  30 00 26.     (N)    097 10 05.     (W)     SCALED    
 BM0743* NAVD 88     -        97.247  (meters)     319.05   (feet)  ADJUSTED  
 BM0743  ___________________________________________________________________
 BM0743  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BM0743  DYNAMIC HT  -          97.117 (meters)     318.62  (feet)  COMP
 BM0743  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 BM0743
 BM0743  VERT ORDER  -  FIRST     CLASS I
 BM0743
 BM0743.The horizontal coordinates were scaled from a topographic map and have
 BM0743.an estimated accuracy of +/- 6 seconds.
 BM0743
 BM0743.The orthometric height was determined by differential leveling
 BM0743.and adjusted by the National Geodetic Survey in June 1991..
 BM0743
 BM0743.The geoid height was determined by GEOID03.
 BM0743
 BM0743.The dynamic height is computed by dividing the NAVD 88
 BM0743.geopotential number by the normal gravity value computed on the
 BM0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0743.degrees latitude (g = 980.6199 gals.).
 BM0743
 BM0743.The modeled gravity was interpolated from observed gravity values.
 BM0743
 BM0743;                    North         East    Units  Estimated Accuracy
 BM0743;SPC TX C     - 3,042,100.    1,005,350.      MT  (+/- 180 meters Scaled)
 BM0743
 BM0743                          SUPERSEDED SURVEY CONTROL
 BM0743
 BM0743  NGVD 29 (??/??/92)   97.197  (m)          318.89   (f) ADJ UNCH    1 1
 BM0743
 BM0743.Superseded values are not recommended for survey control.
 BM0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0743.See file dsdata.txt to determine how the superseded data were derived.
 BM0743
 BM0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU766209(NAD 83)
 BM0743_MARKER: DB = BENCH MARK DISK
 BM0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0743_SP_SET: HEADWALL
 BM0743_STAMPING: X 1247 1978
 BM0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0743
 BM0743  HISTORY     - Date     Condition        Report By
 BM0743  HISTORY     - 1978     MONUMENTED       NGS
 BM0743  HISTORY     - 1989     GOOD             USPSQD
 BM0743  HISTORY     - 1990     GOOD             USPSQD
 BM0743  HISTORY     - 1991     GOOD             USPSQD
 BM0743
 BM0743                          STATION DESCRIPTION
 BM0743
 BM0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BM0743'0.5 MI SW FROM SMITHVILLE STATION.
 BM0743'0.5 MILE WEST SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 BM0743'RAILROAD FROM THE STATION AT SMITHVILLE, IN THE TOP OF THE
 BM0743'SOUTH END OF THE EAST HEADWALL FOR A 24 INCH CULVERT UNDER
 BM0743'HIGHWAY 95, 222 FEET NORTH OF THE NORTHWEST RAIL AND CROSSING 95,
 BM0743'600 FEET SOUTH OF THE SOUTH RAIL, 17 FEET EAST OF THE CENTERLINE
 BM0743'OF HIGHWAY 95.
 BM0743
 BM0743                          STATION RECOVERY (1989)
 BM0743
 BM0743'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0743'RECOVERED IN GOOD CONDITION.
 BM0743
 BM0743                          STATION RECOVERY (1990)
 BM0743
 BM0743'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BM0743'RECOVERED IN GOOD CONDITION.
 BM0743
 BM0743                          STATION RECOVERY (1991)
 BM0743
 BM0743'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1823 ***********************************************************************
 BL1823  DESIGNATION -  X 1248
 BL1823  PID         -  BL1823
 BL1823  STATE/COUNTY-  TX/LIBERTY
 BL1823  USGS QUAD   -  DAYTON (1984)
 BL1823
 BL1823                         *CURRENT SURVEY CONTROL
 BL1823  ___________________________________________________________________
 BL1823* NAD 83(1986)-  30 02 47.     (N)    094 59 45.     (W)     SCALED    
 BL1823* NAVD 88     -        23.83   (+/-2cm)      78.2    (feet)  VERTCON   
 BL1823  ___________________________________________________________________
 BL1823  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1823
 BL1823  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1823
 BL1823.The horizontal coordinates were scaled from a topographic map and have
 BL1823.an estimated accuracy of +/- 6 seconds.
 BL1823
 BL1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1823.The vertical order pertains to the NGVD 29 superseded value.
 BL1823
 BL1823.The geoid height was determined by GEOID03.
 BL1823
 BL1823;                    North         East    Units  Estimated Accuracy
 BL1823;SPC TX C     - 3,054,440.    1,214,570.      MT  (+/- 180 meters Scaled)
 BL1823
 BL1823                          SUPERSEDED SURVEY CONTROL
 BL1823
 BL1823  NGVD 29 (??/??/92)   23.833  (m)           78.19   (f) ADJ UNCH    1 2
 BL1823
 BL1823.Superseded values are not recommended for survey control.
 BL1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1823.See file dsdata.txt to determine how the superseded data were derived.
 BL1823
 BL1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP075256(NAD 83)
 BL1823_MARKER: DB = BENCH MARK DISK
 BL1823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1823_SP_SET: HEADWALL
 BL1823_STAMPING: X 1248 1978
 BL1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1823
 BL1823  HISTORY     - Date     Condition        Report By
 BL1823  HISTORY     - 1978     MONUMENTED       NGS
 BL1823  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL1823
 BL1823                          STATION DESCRIPTION
 BL1823
 BL1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1823'6.0 MI WEST FROM DAYTON.
 BL1823'6.0 MILES WEST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1823'HIGHWAY 321 AT DAYTON AND SET IN TOP OF THE EAST END OF THE NORTH
 BL1823'HEADWALL TO A 4X6 FOOT BOX CULVERT AT THE NORTHEAST CORNER OF
 BL1823'THE INTERSECTION OF FARM ROAD 1960 AND FARM ROAD 686.  67.6 FEET
 BL1823'EAST OF THE CENTERLINE OF FARM ROAD 686, 24 FEET NORTH OF THE
 BL1823'CENTERLINE OF FARM ROAD 1960 AND 1 FOOT WEST OF THE EAST END OF
 BL1823'THE HEADWALL.
 BL1823
 BL1823                          STATION RECOVERY (1996)
 BL1823
 BL1823'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0964 ***********************************************************************
 AW0964  DESIGNATION -  X 1249
 AW0964  PID         -  AW0964
 AW0964  STATE/COUNTY-  TX/HARRIS
 AW0964  USGS QUAD   -  HIGHLANDS (1995)
 AW0964
 AW0964                         *CURRENT SURVEY CONTROL
 AW0964  ___________________________________________________________________
 AW0964* NAD 83(1986)-  29 47 04.     (N)    095 01 01.     (W)     SCALED    
 AW0964* NAVD 88     -         8.637  (meters)      28.34   (feet)  ADJUSTED  
 AW0964  ___________________________________________________________________
 AW0964  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0964  DYNAMIC HT  -           8.626 (meters)      28.30  (feet)  COMP
 AW0964  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 AW0964
 AW0964  VERT ORDER  -  FIRST     CLASS II
 AW0964
 AW0964.The horizontal coordinates were scaled from a topographic map and have
 AW0964.an estimated accuracy of +/- 6 seconds.
 AW0964
 AW0964.The orthometric height was determined by differential leveling
 AW0964.and adjusted by the National Geodetic Survey in June 1991..
 AW0964
 AW0964.The geoid height was determined by GEOID03.
 AW0964
 AW0964.The dynamic height is computed by dividing the NAVD 88
 AW0964.geopotential number by the normal gravity value computed on the
 AW0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0964.degrees latitude (g = 980.6199 gals.).
 AW0964
 AW0964.The modeled gravity was interpolated from observed gravity values.
 AW0964
 AW0964;                    North         East    Units  Estimated Accuracy
 AW0964;SPC TXSC     - 4,222,790.      985,020.      MT  (+/- 180 meters Scaled)
 AW0964
 AW0964                          SUPERSEDED SURVEY CONTROL
 AW0964
 AW0964  NGVD 29 (12/23/87)    8.635  (m)           28.33   (f) ADJUSTED    1 2
 AW0964
 AW0964.Superseded values are not recommended for survey control.
 AW0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0964.See file dsdata.txt to determine how the superseded data were derived.
 AW0964
 AW0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN050966(NAD 83)
 AW0964_MARKER: DB = BENCH MARK DISK
 AW0964_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0964_SP_SET: HEADWALL
 AW0964_STAMPING: X 1249 1978
 AW0964_MARK LOGO: NGS   
 AW0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0964+STABILITY: SURFACE MOTION
 AW0964
 AW0964  HISTORY     - Date     Condition        Report By
 AW0964  HISTORY     - 1978     MONUMENTED       NGS
 AW0964  HISTORY     - 1986     GOOD             NGS
 AW0964  HISTORY     - 19940911 GOOD             USPSQD
 AW0964
 AW0964                          STATION DESCRIPTION
 AW0964
 AW0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0964'4.4 MI SE FROM HIGHLANDS.
 AW0964'1.9 MILES SOUTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST OFFICE
 AW0964'IN HIGHLANDS, THENCE ABOUT 1.0 MILE EAST ALONG MARKET STREET, AND
 AW0964'THENCE 1.5 MILES EAST ALONG THE LYNCHBURG-CEDAR BAYOU ROAD, AT THE
 AW0964'CROSSING OF THE MISSOURI-PACIFIC RAILROAD, IN THE TOP OF THE EAST END
 AW0964'OF THE SOUTH HEADWALL OF A BOX CULVERT UNDER THE ROAD, 14 FEET SOUTH
 AW0964'OF THE CENTERLINE OF THE ROAD, AND 37 FEET WEST OF THE WEST RAIL OF
 AW0964'THE MAIN TRACK.
 AW0964
 AW0964                          STATION RECOVERY (1986)
 AW0964
 AW0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0964'RECOVERED IN GOOD CONDITION.
 AW0964
 AW0964                          STATION RECOVERY (1994)
 AW0964
 AW0964'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0058 ***********************************************************************
 AO0058  DESIGNATION -  X 125
 AO0058  PID         -  AO0058
 AO0058  STATE/COUNTY-  TX/BEE
 AO0058  USGS QUAD   -  OAKVILLE (1984)
 AO0058
 AO0058                         *CURRENT SURVEY CONTROL
 AO0058  ___________________________________________________________________
 AO0058* NAD 83(1986)-  28 25 06.     (N)    098 00 54.     (W)     SCALED    
 AO0058* NAVD 88     -        82.725  (meters)     271.41   (feet)  ADJUSTED  
 AO0058  ___________________________________________________________________
 AO0058  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AO0058  DYNAMIC HT  -          82.603 (meters)     271.01  (feet)  COMP
 AO0058  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 AO0058
 AO0058  VERT ORDER  -  SECOND    CLASS 0
 AO0058
 AO0058.The horizontal coordinates were scaled from a topographic map and have
 AO0058.an estimated accuracy of +/- 6 seconds.
 AO0058
 AO0058.The orthometric height was determined by differential leveling
 AO0058.and adjusted by the National Geodetic Survey in June 1991..
 AO0058
 AO0058.The geoid height was determined by GEOID03.
 AO0058
 AO0058.The dynamic height is computed by dividing the NAVD 88
 AO0058.geopotential number by the normal gravity value computed on the
 AO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0058.degrees latitude (g = 980.6199 gals.).
 AO0058
 AO0058.The modeled gravity was interpolated from observed gravity values.
 AO0058
 AO0058;                    North         East    Units  Estimated Accuracy
 AO0058;SPC TXSC     - 4,065,240.      696,510.      MT  (+/- 180 meters Scaled)
 AO0058
 AO0058                          SUPERSEDED SURVEY CONTROL
 AO0058
 AO0058  NGVD 29 (??/??/92)   82.706  (m)          271.34   (f) ADJ UNCH    2 0
 AO0058
 AO0058.Superseded values are not recommended for survey control.
 AO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0058.See file dsdata.txt to determine how the superseded data were derived.
 AO0058
 AO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS964439(NAD 83)
 AO0058_MARKER: DB = BENCH MARK DISK
 AO0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0058_STAMPING: X 125 1933 371.391
 AO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0058+STABILITY: SURFACE MOTION
 AO0058
 AO0058  HISTORY     - Date     Condition        Report By
 AO0058  HISTORY     - 1933     MONUMENTED       CGS
 AO0058  HISTORY     - 1952     GOOD             USGS
 AO0058  HISTORY     - 1962     MARK NOT FOUND   USGS
 AO0058
 AO0058                          STATION DESCRIPTION
 AO0058
 AO0058'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0058'5.3 MI W FROM CADIZ.
 AO0058'5.3 MILES WEST FROM CADIZ, BEE COUNTY, 3 FEET NORTH AND 30 FEET EAST
 AO0058'OF THE JUNCTION OF A NORTHWEST-SOUTHEAST ROAD AND FARM ROAD 1357
 AO0058'LEADING SOUTHWEST, 22.5 FEET NORTHEAST OF THE NORTHWEST-SOUTHEAST
 AO0058'ROAD, AND 1.3 FEET LOWER THAN THE JUNCTION.  A STANDARD DISK, STAMPED
 AO0058'X 125 1933 371.391 AND SET IN A CONCRETE POST.
 AO0058
 AO0058                          STATION RECOVERY (1962)
 AO0058
 AO0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AO0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1874 ***********************************************************************
 BL1874  DESIGNATION -  X 1250
 BL1874  PID         -  BL1874
 BL1874  STATE/COUNTY-  TX/MONTGOMERY
 BL1874  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1874
 BL1874                         *CURRENT SURVEY CONTROL
 BL1874  ___________________________________________________________________
 BL1874* NAD 83(1986)-  30 09 53.     (N)    095 40 29.     (W)     SCALED    
 BL1874* NAVD 88     -        69.33   (+/-2cm)     227.5    (feet)  VERTCON   
 BL1874  ___________________________________________________________________
 BL1874  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL1874
 BL1874  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1874
 BL1874.The horizontal coordinates were scaled from a topographic map and have
 BL1874.an estimated accuracy of +/- 6 seconds.
 BL1874
 BL1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1874.The vertical order pertains to the NGVD 29 superseded value.
 BL1874
 BL1874.The geoid height was determined by GEOID03.
 BL1874
 BL1874;                    North         East    Units  Estimated Accuracy
 BL1874;SPC TX C     - 3,064,610.    1,148,610.      MT  (+/- 180 meters Scaled)
 BL1874
 BL1874                          SUPERSEDED SURVEY CONTROL
 BL1874
 BL1874  NGVD 29 (04/06/79)   69.323  (m)          227.44   (f) ADJUSTED    1 2
 BL1874
 BL1874.Superseded values are not recommended for survey control.
 BL1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1874.See file dsdata.txt to determine how the superseded data were derived.
 BL1874
 BL1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP424400(NAD 83)
 BL1874_MARKER: DB = BENCH MARK DISK
 BL1874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1874_SP_SET: STAINLESS STEEL ROD
 BL1874_STAMPING: X 1250 1978
 BL1874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1874
 BL1874  HISTORY     - Date     Condition        Report By
 BL1874  HISTORY     - 1978     MONUMENTED       NGS
 BL1874
 BL1874                          STATION DESCRIPTION
 BL1874
 BL1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1874'5.3 MI SE FROM MAGNOLIA.
 BL1874'ABOUT 5.3 MILES SOUTHEAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1874'CROSSING OF MAGNOLIA CONROE ROAD IN MAGNOLIA, 0.05 MILE SOUTHEAST OF
 BL1874'THE PINEHURST RAILROAD SIGHTING SIGN.  AT THE WEST END OF A CURVE
 BL1874'IN U.S. HIGHWAY 149, 152 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF
 BL1874'A PAVED ROAD LEADING SOUTHWEST, 39 FEET NORTHEAST OF THE CENTERLINE
 BL1874'OF HIGHWAY 149, 30.5 FEET SOUTHWEST OF THE WOUTHWEST RAIL, AND 1.5
 BL1874'FEET SOUTHEAST OF THE THIRD TELEPHONE POLE SOUTHEAST OF A ROAD
 BL1874'CROSSING AT THE PINEHURST SIGHTING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2194 ***********************************************************************
 AW2194  DESIGNATION -  X 1251
 AW2194  PID         -  AW2194
 AW2194  STATE/COUNTY-  TX/WALLER
 AW2194  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2194
 AW2194                         *CURRENT SURVEY CONTROL
 AW2194  ___________________________________________________________________
 AW2194* NAD 83(1986)-  29 55 54.     (N)    095 56 30.     (W)     SCALED    
 AW2194* NAVD 88     -        61.64   (+/-2cm)     202.2    (feet)  VERTCON   
 AW2194  ___________________________________________________________________
 AW2194  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2194
 AW2194  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2194
 AW2194.The horizontal coordinates were scaled from a topographic map and have
 AW2194.an estimated accuracy of +/- 6 seconds.
 AW2194
 AW2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2194.The vertical order pertains to the NGVD 29 superseded value.
 AW2194
 AW2194.The geoid height was determined by GEOID03.
 AW2194
 AW2194;                    North         East    Units  Estimated Accuracy
 AW2194;SPC TXSC     - 4,236,420.      895,230.      MT  (+/- 180 meters Scaled)
 AW2194
 AW2194                          SUPERSEDED SURVEY CONTROL
 AW2194
 AW2194  NGVD 29 (04/06/79)   61.621  (m)          202.17   (f) ADJUSTED    1 2
 AW2194
 AW2194.Superseded values are not recommended for survey control.
 AW2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2194.See file dsdata.txt to determine how the superseded data were derived.
 AW2194
 AW2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP160148(NAD 83)
 AW2194_MARKER: DB = BENCH MARK DISK
 AW2194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2194_SP_SET: STAINLESS STEEL ROD
 AW2194_STAMPING: X 1251 1978
 AW2194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2194+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2194
 AW2194  HISTORY     - Date     Condition        Report By
 AW2194  HISTORY     - 1978     MONUMENTED       NGS
 AW2194  HISTORY     - 20041014 GOOD             USPSQD
 AW2194
 AW2194                          STATION DESCRIPTION
 AW2194
 AW2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2194'11.3 MI SOUTH FROM WALLER.
 AW2194'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 AW2194'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER, THENCE 6.0 MILES
 AW2194'SOUTH ALONG MATHIS ROAD, THENCE 0.95 MILE WEST ALONG BARRY LANE,
 AW2194'THENCE 2.1 MILES SOUTH ALONG PENNICK ROAD, AND THENCE 1.05 MILES
 AW2194'WEST ALONG HEBERT ROAD.  AT THE FIRST POLE WEST OF A POWER LINE
 AW2194'CROSSING THE ROAD, AND 0.05 MILE WEST OF A PRIVATE DRIVE LEADDNG
 AW2194'SOUTH TO A FARM HOUSE, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 AW2194'3.5 FEET WEST OF THE POWER POLE, AND 1.5 FEET NORTH OF THE SOUTHERLY
 AW2194'RIGHT OF WAY FENCE.  DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH
 AW2194'IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW2194
 AW2194                          STATION RECOVERY (2004)
 AW2194
 AW2194'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2194'METAL WETNESS POST. ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1849 ***********************************************************************
 BL1849  DESIGNATION -  X 1252
 BL1849  PID         -  BL1849
 BL1849  STATE/COUNTY-  TX/WALLER
 BL1849  USGS QUAD   -  WALLER (1980)
 BL1849
 BL1849                         *CURRENT SURVEY CONTROL
 BL1849  ___________________________________________________________________
 BL1849* NAD 83(1986)-  30 03 06.     (N)    095 54 39.     (W)     SCALED    
 BL1849* NAVD 88     -        78.93   (+/-2cm)     259.0    (feet)  VERTCON   
 BL1849  ___________________________________________________________________
 BL1849  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1849
 BL1849  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1849
 BL1849.The horizontal coordinates were scaled from a topographic map and have
 BL1849.an estimated accuracy of +/- 6 seconds.
 BL1849
 BL1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1849.The vertical order pertains to the NGVD 29 superseded value.
 BL1849
 BL1849.The geoid height was determined by GEOID03.
 BL1849
 BL1849;                    North         East    Units  Estimated Accuracy
 BL1849;SPC TXSC     - 4,249,790.      897,860.      MT  (+/- 180 meters Scaled)
 BL1849
 BL1849                          SUPERSEDED SURVEY CONTROL
 BL1849
 BL1849  NGVD 29 (04/06/79)   78.915  (m)          258.91   (f) ADJUSTED    1 2
 BL1849
 BL1849.Superseded values are not recommended for survey control.
 BL1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1849.See file dsdata.txt to determine how the superseded data were derived.
 BL1849
 BL1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP193280(NAD 83)
 BL1849_MARKER: DB = BENCH MARK DISK
 BL1849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1849_SP_SET: HEADWALL
 BL1849_STAMPING: X 1252 1978
 BL1849_MARK LOGO: NGS   
 BL1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1849+STABILITY: SURFACE MOTION
 BL1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1849+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 BL1849
 BL1849  HISTORY     - Date     Condition        Report By
 BL1849  HISTORY     - 1978     MONUMENTED       NGS
 BL1849  HISTORY     - 1986     GOOD             NGS
 BL1849  HISTORY     - 19990715 GOOD             USPSQD
 BL1849  HISTORY     - 20060218 GOOD             USPSQD
 BL1849
 BL1849                          STATION DESCRIPTION
 BL1849
 BL1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1849'1.0 MI SE FROM WALLER.
 BL1849'ABOUT 1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 BL1849'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER, SET IN TOP OF THE
 BL1849'SOUTHWEST HEADWALL TO A 4X6 BOX CULVERT, 48.5 FEET NORTHEAST OF THE
 BL1849'NORTHEAST RAIL, 19 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST
 BL1849'BOUND LANES OF U.S. HIGHWAY 290, AND 9.5 FEET SOUTHEAST OF THE
 BL1849'NORTHWEST END OF THE RETAINING WALL.
 BL1849
 BL1849                          STATION RECOVERY (1986)
 BL1849
 BL1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1849'RECOVERED IN GOOD CONDITION.
 BL1849
 BL1849                          STATION RECOVERY (1999)
 BL1849
 BL1849'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1849'RECOVERED IN GOOD CONDITION.
 BL1849
 BL1849                          STATION RECOVERY (2006)
 BL1849
 BL1849'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BL1849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0065 ***********************************************************************
 AM0065  DESIGNATION -  X 1255
 AM0065  PID         -  AM0065
 AM0065  STATE/COUNTY-  TX/BRAZORIA
 AM0065  USGS QUAD   -  FREEPORT (1974)
 AM0065
 AM0065                         *CURRENT SURVEY CONTROL
 AM0065  ___________________________________________________________________
 AM0065* NAD 83(1986)-  28 55 44.     (N)    095 20 43.     (W)     SCALED    
 AM0065* NAVD 88     -         4.31   (+/-2cm)      14.1    (feet)  VERTCON   
 AM0065  ___________________________________________________________________
 AM0065  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0065
 AM0065  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0065
 AM0065.The horizontal coordinates were scaled from a topographic map and have
 AM0065.an estimated accuracy of +/- 6 seconds.
 AM0065
 AM0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0065.The vertical order pertains to the NGVD 29 superseded value.
 AM0065
 AM0065.The geoid height was determined by GEOID03.
 AM0065
 AM0065;                    North         East    Units  Estimated Accuracy
 AM0065;SPC TXSC     - 4,126,990.      956,260.      MT  (+/- 180 meters Scaled)
 AM0065
 AM0065                          SUPERSEDED SURVEY CONTROL
 AM0065
 AM0065  NGVD 29 (??/??/92)    4.331  (m)           14.21   (f) ADJ UNCH    1 1
 AM0065
 AM0065.Superseded values are not recommended for survey control.
 AM0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0065.See file dsdata.txt to determine how the superseded data were derived.
 AM0065
 AM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN713023(NAD 83)
 AM0065_MARKER: DB = BENCH MARK DISK
 AM0065_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM0065_STAMPING: X 1255 1978
 AM0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0065
 AM0065  HISTORY     - Date     Condition        Report By
 AM0065  HISTORY     - 1978     MONUMENTED       NGS
 AM0065  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0065
 AM0065                          STATION DESCRIPTION
 AM0065
 AM0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0065'1.4 MI SOUTH FROM FREEPORT.
 AM0065'1.4 MILES SOUTH ALONG FARM ROAD 1495 FROM THE POST OFFICE IN
 AM0065'FREEPORT, AT THE JUNCTION WITH A PAVED ROAD LEADING NORTHEAST AND
 AM0065'SOUTHWEST ALONG THE TOP OF A LEVEE, 70 FT. SOUTHWEST OF THE
 AM0065'CENTERLINE OF FARM ROAD 1495, 51 FT. SOUTHEAST OF THE CENTERLINE
 AM0065'OF THE PAVED ROAD AND TOP OF THE LEVEE, 2 FT. EAST OF A POWERLINE
 AM0065'POLE, 45 FT. WEST OF THE NORTH END OF A METAL GUARD RAIL, 135 FT.
 AM0065'SOUTHWEST OF A FREEPORT CITY LIMITS SIGN.
 AM0065
 AM0065                          STATION RECOVERY (2004)
 AM0065
 AM0065'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1815 ***********************************************************************
 AN1815  DESIGNATION -  X 1256
 AN1815  PID         -  AN1815
 AN1815  STATE/COUNTY-  TX/VICTORIA
 AN1815  USGS QUAD   -  PLACEDO (1995)
 AN1815
 AN1815                         *CURRENT SURVEY CONTROL
 AN1815  ___________________________________________________________________
 AN1815* NAD 83(1986)-  28 40 49.     (N)    096 50 38.     (W)     SCALED    
 AN1815* NAVD 88     -        16.161  (meters)      53.02   (feet)  ADJUSTED  
 AN1815  ___________________________________________________________________
 AN1815  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1815  DYNAMIC HT  -          16.137 (meters)      52.94  (feet)  COMP
 AN1815  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 AN1815
 AN1815  VERT ORDER  -  FIRST     CLASS I
 AN1815
 AN1815.The horizontal coordinates were scaled from a topographic map and have
 AN1815.an estimated accuracy of +/- 6 seconds.
 AN1815
 AN1815.The orthometric height was determined by differential leveling
 AN1815.and adjusted by the National Geodetic Survey in June 1991..
 AN1815
 AN1815.The geoid height was determined by GEOID03.
 AN1815
 AN1815.The dynamic height is computed by dividing the NAVD 88
 AN1815.geopotential number by the normal gravity value computed on the
 AN1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1815.degrees latitude (g = 980.6199 gals.).
 AN1815
 AN1815.The modeled gravity was interpolated from observed gravity values.
 AN1815
 AN1815;                    North         East    Units  Estimated Accuracy
 AN1815;SPC TXSC     - 4,095,810.      810,710.      MT  (+/- 180 meters Scaled)
 AN1815
 AN1815                          SUPERSEDED SURVEY CONTROL
 AN1815
 AN1815  NGVD 29 (??/??/92)   16.285  (m)           53.43   (f) ADJ UNCH    1 1
 AN1815
 AN1815.Superseded values are not recommended for survey control.
 AN1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1815.See file dsdata.txt to determine how the superseded data were derived.
 AN1815
 AN1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS106744(NAD 83)
 AN1815_MARKER: DB = BENCH MARK DISK
 AN1815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1815_SP_SET: STAINLESS STEEL ROD
 AN1815_STAMPING: X 1256 1978
 AN1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1815
 AN1815  HISTORY     - Date     Condition        Report By
 AN1815  HISTORY     - 1978     MONUMENTED       NGS
 AN1815
 AN1815                          STATION DESCRIPTION
 AN1815
 AN1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1815'1.0 MI SW FROM PLACEDO.
 AN1815'1.0 MILES SOUTHWEST ALONG FARM-TO-MARKET ROAD 616 FROM THE JUNCTION
 AN1815'OF STATE HIGHWAY 87 AT PLACEDO, AT A SMALL FARMHOUSE, 40 FT EAST
 AN1815'OF THE CENTERLINE OF THE ROAD, 123 FT EAST OF THE EAST RAIL OF THE
 AN1815'MISSOURI PACIFIC RAILROAD, 116 FT SOUTHWEST OF THE SOUTHWEST CORNER
 AN1815'OF THE FARMHOUSE, 1 FT WEST OF A FENCE, 3 FT SOUTHWEST OF A FENCE
 AN1815'CORNER, DRIVEN TO REFUSAL AT A DEPTH OF 12 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0044 ***********************************************************************
 AH0044  DESIGNATION -  X 1257
 AH0044  PID         -  AH0044
 AH0044  STATE/COUNTY-  TX/ARANSAS
 AH0044  USGS QUAD   -  ESTES (1975)
 AH0044
 AH0044                         *CURRENT SURVEY CONTROL
 AH0044  ___________________________________________________________________
 AH0044* NAD 83(1986)-  27 56 49.     (N)    097 06 45.     (W)     SCALED    
 AH0044* NAVD 88     -         0.933  (meters)       3.06   (feet)  ADJUSTED  
 AH0044  ___________________________________________________________________
 AH0044  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH0044  DYNAMIC HT  -           0.931 (meters)       3.05  (feet)  COMP
 AH0044  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AH0044
 AH0044  VERT ORDER  -  FIRST     CLASS I
 AH0044
 AH0044.The horizontal coordinates were scaled from a topographic map and have
 AH0044.an estimated accuracy of +/- 6 seconds.
 AH0044
 AH0044.The orthometric height was determined by differential leveling
 AH0044.and adjusted by the National Geodetic Survey in June 1991..
 AH0044
 AH0044.The geoid height was determined by GEOID03.
 AH0044
 AH0044.The dynamic height is computed by dividing the NAVD 88
 AH0044.geopotential number by the normal gravity value computed on the
 AH0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0044.degrees latitude (g = 980.6199 gals.).
 AH0044
 AH0044.The modeled gravity was interpolated from observed gravity values.
 AH0044
 AH0044;                    North         East    Units  Estimated Accuracy
 AH0044;SPC TXSC     - 4,014,090.      785,770.      MT  (+/- 180 meters Scaled)
 AH0044
 AH0044                          SUPERSEDED SURVEY CONTROL
 AH0044
 AH0044.No superseded survey control is available for this station.
 AH0044
 AH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR856927(NAD 83)
 AH0044_MARKER: DB = BENCH MARK DISK
 AH0044_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0044_SP_SET: STAINLESS STEEL ROD
 AH0044_STAMPING: X 1257 1978
 AH0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0044+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 AH0044
 AH0044  HISTORY     - Date     Condition        Report By
 AH0044  HISTORY     - 1978     MONUMENTED       NGS
 AH0044  HISTORY     - 1991     GOOD             USPSQD
 AH0044  HISTORY     - 20050430 GOOD             USPSQD
 AH0044
 AH0044                          STATION DESCRIPTION
 AH0044
 AH0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0044'3.6 MI NE FROM ARANSAS PASS.
 AH0044'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF
 AH0044'STATE HIGHWAY 361 AT ARANSAS PASS, 85 FEET WEST OF THE CENTERLINE
 AH0044'OF THE HIGHWAY, 79 FEET SOUTH OF A POWERLINE POLE AND 1 FOOT EAST OF
 AH0044'A FENCE LINE.
 AH0044
 AH0044                          STATION RECOVERY (1991)
 AH0044
 AH0044'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AH0044'RECOVERED IN GOOD CONDITION.
 AH0044
 AH0044                          STATION RECOVERY (2005)
 AH0044
 AH0044'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMR)
 AH0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0097 ***********************************************************************
 AO0097  DESIGNATION -  X 126
 AO0097  PID         -  AO0097
 AO0097  STATE/COUNTY-  TX/MCMULLEN
 AO0097  USGS QUAD   -  CALLIHAM NW (1967)
 AO0097
 AO0097                         *CURRENT SURVEY CONTROL
 AO0097  ___________________________________________________________________
 AO0097* NAD 83(1986)-  28 27 36.     (N)    098 25 10.     (W)     SCALED    
 AO0097* NAVD 88     -        98.909  (meters)     324.50   (feet)  ADJUSTED  
 AO0097  ___________________________________________________________________
 AO0097  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AO0097  DYNAMIC HT  -          98.763 (meters)     324.02  (feet)  COMP
 AO0097  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 AO0097
 AO0097  VERT ORDER  -  SECOND    CLASS 0
 AO0097
 AO0097.The horizontal coordinates were scaled from a topographic map and have
 AO0097.an estimated accuracy of +/- 6 seconds.
 AO0097
 AO0097.The orthometric height was determined by differential leveling
 AO0097.and adjusted by the National Geodetic Survey in June 1991..
 AO0097
 AO0097.The geoid height was determined by GEOID03.
 AO0097
 AO0097.The dynamic height is computed by dividing the NAVD 88
 AO0097.geopotential number by the normal gravity value computed on the
 AO0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0097.degrees latitude (g = 980.6199 gals.).
 AO0097
 AO0097.The modeled gravity was interpolated from observed gravity values.
 AO0097
 AO0097;                    North         East    Units  Estimated Accuracy
 AO0097;SPC TXSC     - 4,069,600.      656,860.      MT  (+/- 180 meters Scaled)
 AO0097
 AO0097                          SUPERSEDED SURVEY CONTROL
 AO0097
 AO0097  NGVD 29 (??/??/92)   98.877  (m)          324.40   (f) ADJ UNCH    2 0
 AO0097
 AO0097.Superseded values are not recommended for survey control.
 AO0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0097.See file dsdata.txt to determine how the superseded data were derived.
 AO0097
 AO0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS568482(NAD 83)
 AO0097_MARKER: DB = BENCH MARK DISK
 AO0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0097_STAMPING: X 126 1933 324.399
 AO0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0097+STABILITY: SURFACE MOTION
 AO0097
 AO0097  HISTORY     - Date     Condition        Report By
 AO0097  HISTORY     - 1933     MONUMENTED       CGS
 AO0097  HISTORY     - 1952     GOOD             USGS
 AO0097
 AO0097                          STATION DESCRIPTION
 AO0097
 AO0097'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0097'4.6 MI W FROM CALLIHAM.
 AO0097'4.6 MILES WEST ALONG FARM ROAD 63 FROM CALLIHAM MCMULLEN COUNTY, AT
 AO0097'THE JUNCTION OF FARM ROAD AND A ROAD SOUTHWEST, 108 FEET SOUTH AND 19
 AO0097'FEET WEST OF THE JUNCTION, 3 FEET EAST OF THE CENTERLINE OF THE ROAD
 AO0097'LEADING SOUTHWEST, 18 FEET WEST OF A FENCE, AND 2.3 FEET LOWER THAN
 AO0097'THE JUNCTION.  A STANDARD DISK, STAMPED X 126 1933 324.399 AND SET IN
 AO0097'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0125 ***********************************************************************
 AO0125  DESIGNATION -  X 127
 AO0125  PID         -  AO0125
 AO0125  STATE/COUNTY-  TX/LA SALLE
 AO0125  USGS QUAD   -  DULL (1969)
 AO0125
 AO0125                         *CURRENT SURVEY CONTROL
 AO0125  ___________________________________________________________________
 AO0125* NAD 83(1986)-  28 27 24.     (N)    098 58 06.     (W)     SCALED    
 AO0125* NAVD 88     -       111.025  (meters)     364.25   (feet)  ADJUSTED  
 AO0125  ___________________________________________________________________
 AO0125  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AO0125  DYNAMIC HT  -         110.859 (meters)     363.71  (feet)  COMP
 AO0125  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 AO0125
 AO0125  VERT ORDER  -  SECOND    CLASS 0
 AO0125
 AO0125.The horizontal coordinates were scaled from a topographic map and have
 AO0125.an estimated accuracy of +/- 6 seconds.
 AO0125
 AO0125.The orthometric height was determined by differential leveling
 AO0125.and adjusted by the National Geodetic Survey in June 1991..
 AO0125
 AO0125.The geoid height was determined by GEOID03.
 AO0125
 AO0125.The dynamic height is computed by dividing the NAVD 88
 AO0125.geopotential number by the normal gravity value computed on the
 AO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0125.degrees latitude (g = 980.6199 gals.).
 AO0125
 AO0125.The modeled gravity was interpolated from observed gravity values.
 AO0125
 AO0125;                    North         East    Units  Estimated Accuracy
 AO0125;SPC TXSC     - 4,069,090.      603,100.      MT  (+/- 180 meters Scaled)
 AO0125
 AO0125                          SUPERSEDED SURVEY CONTROL
 AO0125
 AO0125  NGVD 29 (??/??/92)  110.977  (m)          364.10   (f) ADJ UNCH    2 0
 AO0125
 AO0125.Superseded values are not recommended for survey control.
 AO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0125.See file dsdata.txt to determine how the superseded data were derived.
 AO0125
 AO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS031477(NAD 83)
 AO0125_MARKER: DB = BENCH MARK DISK
 AO0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0125_STAMPING: 364.068 X 127 1933
 AO0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0125+STABILITY: SURFACE MOTION
 AO0125
 AO0125  HISTORY     - Date     Condition        Report By
 AO0125  HISTORY     - 1933     MONUMENTED       CGS
 AO0125  HISTORY     - 1934     GOOD             NGS
 AO0125  HISTORY     - 1968     MARK NOT FOUND   USGS
 AO0125
 AO0125                          STATION DESCRIPTION
 AO0125
 AO0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0125'2.4 MI E FROM LOS ANGELES.
 AO0125'2.4 MILES EAST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0125'LOS ANGELES, LASALLE COUNTY, 2.2 MILES WEST OF DULL, OPPOSITE MILEPOST
 AO0125'89, 250 YARDS WEST OF A DIVISION FENCE, AND 21 FEET SOUTH OF THE
 AO0125'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 364.068 X 127 1933
 AO0125'AND SET IN THE TOP OF A CONCRETE POST.
 AO0125
 AO0125                          STATION RECOVERY (1968)
 AO0125
 AO0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AO0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1865 ***********************************************************************
 AN1865  DESIGNATION -  X 1272
 AN1865  PID         -  AN1865
 AN1865  STATE/COUNTY-  TX/SAN PATRICIO
 AN1865  USGS QUAD   -  SINTON EAST (1979)
 AN1865
 AN1865                         *CURRENT SURVEY CONTROL
 AN1865  ___________________________________________________________________
 AN1865* NAD 83(1986)-  28 04 25.     (N)    097 29 05.     (W)     SCALED    
 AN1865* NAVD 88     -        17.356  (meters)      56.94   (feet)  ADJUSTED  
 AN1865  ___________________________________________________________________
 AN1865  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1865  DYNAMIC HT  -          17.330 (meters)      56.86  (feet)  COMP
 AN1865  MODELED GRAV-     979,136.5   (mgal)                       NAVD 88
 AN1865
 AN1865  VERT ORDER  -  FIRST     CLASS I
 AN1865
 AN1865.The horizontal coordinates were scaled from a topographic map and have
 AN1865.an estimated accuracy of +/- 6 seconds.
 AN1865
 AN1865.The orthometric height was determined by differential leveling
 AN1865.and adjusted by the National Geodetic Survey in June 1991..
 AN1865
 AN1865.The geoid height was determined by GEOID03.
 AN1865
 AN1865.The dynamic height is computed by dividing the NAVD 88
 AN1865.geopotential number by the normal gravity value computed on the
 AN1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1865.degrees latitude (g = 980.6199 gals.).
 AN1865
 AN1865.The modeled gravity was interpolated from observed gravity values.
 AN1865
 AN1865;                    North         East    Units  Estimated Accuracy
 AN1865;SPC TX S     - 5,267,090.      399,800.      MT  (+/- 180 meters Scaled)
 AN1865
 AN1865                          SUPERSEDED SURVEY CONTROL
 AN1865
 AN1865  NGVD 29 (??/??/92)   17.503  (m)           57.42   (f) ADJ UNCH    1 1
 AN1865
 AN1865.Superseded values are not recommended for survey control.
 AN1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1865.See file dsdata.txt to determine how the superseded data were derived.
 AN1865
 AN1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS488062(NAD 83)
 AN1865_MARKER: DB = BENCH MARK DISK
 AN1865_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1865_SP_SET: STAINLESS STEEL ROD
 AN1865_STAMPING: X 1272 1978
 AN1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1865
 AN1865  HISTORY     - Date     Condition        Report By
 AN1865  HISTORY     - 1978     MONUMENTED       NGS
 AN1865  HISTORY     - 1990     GOOD             USPSQD
 AN1865  HISTORY     - 19950610 POOR             USPSQD
 AN1865
 AN1865                          STATION DESCRIPTION
 AN1865
 AN1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1865'2.9 MI NE FROM SINTON.
 AN1865'2.9 MILES NORTHEAST ALONG U. S. HIGHWAY 77 FROM ITS JUNCTION WITH
 AN1865'U. S. HIGHWAY 181 IN SINTON, 40 FEET SOUTHEAST OF THE CENTER OF THE
 AN1865'HIGHWAY, 24 FEET NORTHWEST OF THE CENTER OF THE MISSOURI PACIFIC
 AN1865'RAILROAD TRACK AND 1 FOOT SOUTHWEST OF MILE POLE 165.
 AN1865
 AN1865                          STATION RECOVERY (1990)
 AN1865
 AN1865'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1865'RECOVERED IN GOOD CONDITION.
 AN1865
 AN1865                          STATION RECOVERY (1995)
 AN1865
 AN1865'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1865'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1866 ***********************************************************************
 AN1866  DESIGNATION -  X 1273
 AN1866  PID         -  AN1866
 AN1866  STATE/COUNTY-  TX/SAN PATRICIO
 AN1866  USGS QUAD   -  SINTON EAST (1979)
 AN1866
 AN1866                         *CURRENT SURVEY CONTROL
 AN1866  ___________________________________________________________________
 AN1866* NAD 83(1986)-  28 03 47.     (N)    097 29 39.     (W)     SCALED    
 AN1866* NAVD 88     -        16.303  (meters)      53.49   (feet)  ADJUSTED  
 AN1866  ___________________________________________________________________
 AN1866  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1866  DYNAMIC HT  -          16.278 (meters)      53.41  (feet)  COMP
 AN1866  MODELED GRAV-     979,135.6   (mgal)                       NAVD 88
 AN1866
 AN1866  VERT ORDER  -  FIRST     CLASS I
 AN1866
 AN1866.The horizontal coordinates were scaled from a topographic map and have
 AN1866.an estimated accuracy of +/- 6 seconds.
 AN1866
 AN1866.The orthometric height was determined by differential leveling
 AN1866.and adjusted by the National Geodetic Survey in June 1991..
 AN1866
 AN1866.The geoid height was determined by GEOID03.
 AN1866
 AN1866.The dynamic height is computed by dividing the NAVD 88
 AN1866.geopotential number by the normal gravity value computed on the
 AN1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1866.degrees latitude (g = 980.6199 gals.).
 AN1866
 AN1866.The modeled gravity was interpolated from observed gravity values.
 AN1866
 AN1866;                    North         East    Units  Estimated Accuracy
 AN1866;SPC TX S     - 5,265,910.      398,880.      MT  (+/- 180 meters Scaled)
 AN1866
 AN1866                          SUPERSEDED SURVEY CONTROL
 AN1866
 AN1866  NGVD 29 (??/??/92)   16.459  (m)           54.00   (f) ADJ UNCH    1 1
 AN1866
 AN1866.Superseded values are not recommended for survey control.
 AN1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1866.See file dsdata.txt to determine how the superseded data were derived.
 AN1866
 AN1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS479051(NAD 83)
 AN1866_MARKER: DB = BENCH MARK DISK
 AN1866_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1866_SP_SET: STAINLESS STEEL ROD
 AN1866_STAMPING: X 1273 1978
 AN1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1866
 AN1866  HISTORY     - Date     Condition        Report By
 AN1866  HISTORY     - 1978     MONUMENTED       NGS
 AN1866  HISTORY     - 1981     GOOD             NGS
 AN1866  HISTORY     - 1990     GOOD             USPSQD
 AN1866  HISTORY     - 1990     GOOD             USPSQD
 AN1866  HISTORY     - 19950610 GOOD             USPSQD
 AN1866
 AN1866                          STATION DESCRIPTION
 AN1866
 AN1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1866'2.1 MI NE FROM SINTON.
 AN1866'2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF U.S.
 AN1866'HIGHWAY 181 AT SINTON, AT MILE POST 164, 62 FT SOUTHEAST OF THE
 AN1866'CENTER LINE OF THE HIGHWAY, 40 FT NORTHWEST OF THE CENTER OF THE
 AN1866'RAILROAD TRACK, 1.5 FT SOUTHWEST OF THE MILE POST.
 AN1866
 AN1866                          STATION RECOVERY (1981)
 AN1866
 AN1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1866'RECOVERED IN GOOD CONDITION.
 AN1866
 AN1866                          STATION RECOVERY (1990)
 AN1866
 AN1866'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1866'RECOVERED IN GOOD CONDITION.
 AN1866
 AN1866                          STATION RECOVERY (1990)
 AN1866
 AN1866'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1866'RECOVERED IN GOOD CONDITION.
 AN1866
 AN1866                          STATION RECOVERY (1995)
 AN1866
 AN1866'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0040 ***********************************************************************
 AW0040  DESIGNATION -  X 1274
 AW0040  PID         -  AW0040
 AW0040  STATE/COUNTY-  TX/BRAZORIA
 AW0040  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0040
 AW0040                         *CURRENT SURVEY CONTROL
 AW0040  ___________________________________________________________________
 AW0040* NAD 83(1986)-  29 07 42.     (N)    095 14 32.     (W)     SCALED    
 AW0040* NAVD 88     -         1.23   (+/-2cm)       4.0    (feet)  VERTCON   
 AW0040  ___________________________________________________________________
 AW0040  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0040
 AW0040  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0040
 AW0040.The horizontal coordinates were scaled from a topographic map and have
 AW0040.an estimated accuracy of +/- 6 seconds.
 AW0040
 AW0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0040.The vertical order pertains to the NGVD 29 superseded value.
 AW0040
 AW0040.The geoid height was determined by GEOID03.
 AW0040
 AW0040;                    North         East    Units  Estimated Accuracy
 AW0040;SPC TXSC     - 4,149,390.      965,590.      MT  (+/- 180 meters Scaled)
 AW0040
 AW0040                          SUPERSEDED SURVEY CONTROL
 AW0040
 AW0040  NGVD 29 (??/??/92)    1.238  (m)            4.06   (f) ADJ UNCH    1 1
 AW0040
 AW0040.Superseded values are not recommended for survey control.
 AW0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0040.See file dsdata.txt to determine how the superseded data were derived.
 AW0040
 AW0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN818242(NAD 83)
 AW0040_MARKER: DB = BENCH MARK DISK
 AW0040_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0040_SP_SET: STAINLESS STEEL ROD
 AW0040_STAMPING: X 1274 1978
 AW0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0040+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0040
 AW0040  HISTORY     - Date     Condition        Report By
 AW0040  HISTORY     - 1978     MONUMENTED       NGS
 AW0040  HISTORY     - 19970628 GOOD             USPSQD
 AW0040  HISTORY     - 20040319 GOOD             USPSQD
 AW0040
 AW0040                          STATION DESCRIPTION
 AW0040
 AW0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0040'14.5 MI NE FROM FREEPORT.
 AW0040'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH
 AW0040'GULF BOULEVARD AT FREEPORT, THENCE 8.1 MILES NORTHEAST ALONG
 AW0040'COUNTY ROAD 227, AT A RIGHT ANGLE TURN IN THE ROAD, 110 FT
 AW0040'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 44 FT NORTHWEST OF
 AW0040'THE WEST EDGE OF A BAYOU, 1.2 FT NORTH OF A PIPE FENCE.
 AW0040
 AW0040                          STATION RECOVERY (1997)
 AW0040
 AW0040'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0040'RECOVERED IN GOOD CONDITION.
 AW0040
 AW0040                          STATION RECOVERY (2004)
 AW0040
 AW0040'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2079 ***********************************************************************
 AW2079  DESIGNATION -  X 1277
 AW2079  PID         -  AW2079
 AW2079  STATE/COUNTY-  TX/HARRIS
 AW2079  USGS QUAD   -  LEAGUE CITY (1995)
 AW2079
 AW2079                         *CURRENT SURVEY CONTROL
 AW2079  ___________________________________________________________________
 AW2079* NAD 83(1986)-  29 34 40.     (N)    095 03 28.     (W)     SCALED    
 AW2079* NAVD 88     -         4.000  (meters)      13.12   (feet)  ADJUSTED  
 AW2079  ___________________________________________________________________
 AW2079  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW2079  DYNAMIC HT  -           3.995 (meters)      13.11  (feet)  COMP
 AW2079  MODELED GRAV-     979,274.7   (mgal)                       NAVD 88
 AW2079
 AW2079  VERT ORDER  -  FIRST     CLASS II
 AW2079
 AW2079.The horizontal coordinates were scaled from a topographic map and have
 AW2079.an estimated accuracy of +/- 6 seconds.
 AW2079
 AW2079.The orthometric height was determined by differential leveling
 AW2079.and adjusted by the National Geodetic Survey in June 1991..
 AW2079
 AW2079.The geoid height was determined by GEOID03.
 AW2079
 AW2079.The dynamic height is computed by dividing the NAVD 88
 AW2079.geopotential number by the normal gravity value computed on the
 AW2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2079.degrees latitude (g = 980.6199 gals.).
 AW2079
 AW2079.The modeled gravity was interpolated from observed gravity values.
 AW2079
 AW2079;                    North         East    Units  Estimated Accuracy
 AW2079;SPC TXSC     - 4,199,770.      981,850.      MT  (+/- 180 meters Scaled)
 AW2079
 AW2079                          SUPERSEDED SURVEY CONTROL
 AW2079
 AW2079  NGVD 29 (12/23/87)    3.997  (m)           13.11   (f) ADJUSTED    1 2
 AW2079
 AW2079.Superseded values are not recommended for survey control.
 AW2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2079.See file dsdata.txt to determine how the superseded data were derived.
 AW2079
 AW2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN006737(NAD 83)
 AW2079_MARKER: DB = BENCH MARK DISK
 AW2079_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2079_SP_SET: STAINLESS STEEL ROD
 AW2079_STAMPING: X 1277 1978
 AW2079_MARK LOGO: NGS   
 AW2079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2079
 AW2079  HISTORY     - Date     Condition        Report By
 AW2079  HISTORY     - 1978     MONUMENTED       NGS
 AW2079  HISTORY     - 1987     GOOD             NGS
 AW2079  HISTORY     - 1989     GOOD             USPSQD
 AW2079  HISTORY     - 1990     GOOD             USPSQD
 AW2079  HISTORY     - 1990     GOOD             USPSQD
 AW2079  HISTORY     - 1990     GOOD             USPSQD
 AW2079  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW2079  HISTORY     - 20010128 MARK NOT FOUND   USPSQD
 AW2079  HISTORY     - 20031112 MARK NOT FOUND   USPSQD
 AW2079  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AW2079
 AW2079                          STATION DESCRIPTION
 AW2079
 AW2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2079'11.0 MI SE FROM GENOA.
 AW2079'ABOUT 5.7 MILES EAST ALONG GENOA-RED BLUFF ROAD, FROM ITS JUNCTION
 AW2079'WITH STATE HIGHWAY 3 IN GENOA, THENCE 4.4 MILES SOUTHEAST ALONG RED
 AW2079'BLUFF ROAD, AND THENCE 0.9 MILE SOUTH ALONG KIRBY ROAD, 171 FEET
 AW2079'EAST AND ACROSS THE ROAD FROM HOUSE NUMBER 831, 27.7 FEET EAST OF
 AW2079'THE CENTERLINE OF THE NORTH LANES, 16 FEET EAST OF THE EAST CURB OF
 AW2079'THE NORTH LANES AND 2 FEET NORTH OF TELEPHONE POLE NUMBER 832.
 AW2079
 AW2079                          STATION RECOVERY (1987)
 AW2079
 AW2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2079'RECOVERED IN GOOD CONDITION.
 AW2079
 AW2079                          STATION RECOVERY (1989)
 AW2079
 AW2079'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW2079'RECOVERED IN GOOD CONDITION.
 AW2079
 AW2079                          STATION RECOVERY (1990)
 AW2079
 AW2079'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW2079'RECOVERED IN GOOD CONDITION.
 AW2079
 AW2079                          STATION RECOVERY (1990)
 AW2079
 AW2079'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW2079'RECOVERED IN GOOD CONDITION.
 AW2079
 AW2079                          STATION RECOVERY (1990)
 AW2079
 AW2079'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2079'RECOVERED IN GOOD CONDITION.
 AW2079
 AW2079                          STATION RECOVERY (1993)
 AW2079
 AW2079'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2079'MARK NOT FOUND.
 AW2079
 AW2079                          STATION RECOVERY (2001)
 AW2079
 AW2079'RECOVERY NOTE BY US POWER SQUADRON 2001 (ALW)
 AW2079'MARK NOT FOUND.
 AW2079
 AW2079                          STATION RECOVERY (2003)
 AW2079
 AW2079'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2079'MARK NOT FOUND.
 AW2079
 AW2079                          STATION RECOVERY (2005)
 AW2079
 AW2079'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2368 ***********************************************************************
 AW2368  DESIGNATION -  X 1278
 AW2368  PID         -  AW2368
 AW2368  STATE/COUNTY-  TX/FORT BEND
 AW2368  USGS QUAD   -  MISSOURI CITY (1995)
 AW2368
 AW2368                         *CURRENT SURVEY CONTROL
 AW2368  ___________________________________________________________________
 AW2368* NAD 83(1986)-  29 33 49.     (N)    095 33 45.     (W)     SCALED    
 AW2368* NAVD 88     -        20.43   (+/-2cm)      67.0    (feet)  VERTCON   
 AW2368  ___________________________________________________________________
 AW2368  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2368
 AW2368  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2368
 AW2368.The horizontal coordinates were scaled from a topographic map and have
 AW2368.an estimated accuracy of +/- 6 seconds.
 AW2368
 AW2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2368.The vertical order pertains to the NGVD 29 superseded value.
 AW2368
 AW2368.The geoid height was determined by GEOID03.
 AW2368
 AW2368;                    North         East    Units  Estimated Accuracy
 AW2368;SPC TXSC     - 4,196,660.      933,020.      MT  (+/- 180 meters Scaled)
 AW2368
 AW2368                          SUPERSEDED SURVEY CONTROL
 AW2368
 AW2368  NGVD 29 (??/??/92)   20.431  (m)           67.03   (f) ADJ UNCH    1 2
 AW2368
 AW2368.Superseded values are not recommended for survey control.
 AW2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2368.See file dsdata.txt to determine how the superseded data were derived.
 AW2368
 AW2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN517731(NAD 83)
 AW2368_MARKER: DB = BENCH MARK DISK
 AW2368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2368_SP_SET: STAINLESS STEEL ROD
 AW2368_STAMPING: X 1278 1978
 AW2368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2368
 AW2368  HISTORY     - Date     Condition        Report By
 AW2368  HISTORY     - 1978     MONUMENTED       NGS
 AW2368  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2368  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2368  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2368  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 AW2368  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2368
 AW2368                          STATION DESCRIPTION
 AW2368
 AW2368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2368'6.3 MI SE FROM SUGAR LAND.
 AW2368'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION
 AW2368'OF U.S. HIGHWAY 90 ALTERNATE IN SUGAR LAND, AND THENCE 5.2 MILES SOUTH
 AW2368'ALONG STATE HIGHWAY 6, 0.1 MILES SOUTHEAST OF THE JUNCTION OF FARM
 AW2368'ROAD 1092, 46 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 39
 AW2368'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC RAILROAD,
 AW2368'32 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD EAST, AND 2 FEET NORTH
 AW2368'OF A POWER POKE, NUMBER 1260, WITH A STREET LIGHT.
 AW2368
 AW2368                          STATION RECOVERY (1986)
 AW2368
 AW2368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2368'NOT RECOVERED.
 AW2368
 AW2368                          STATION RECOVERY (1989)
 AW2368
 AW2368'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2368'MARK NOT FOUND.
 AW2368
 AW2368                          STATION RECOVERY (1993)
 AW2368
 AW2368'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2368'MARK NOT FOUND.
 AW2368
 AW2368                          STATION RECOVERY (2004)
 AW2368
 AW2368'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2368'ROAD HAS BEEN WIDENED.
 AW2368
 AW2368                          STATION RECOVERY (2005)
 AW2368
 AW2368'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2145 ***********************************************************************
 AW2145  DESIGNATION -  X 1279
 AW2145  PID         -  AW2145
 AW2145  STATE/COUNTY-  TX/HARRIS
 AW2145  USGS QUAD   -  CLODINE (1995)
 AW2145
 AW2145                         *CURRENT SURVEY CONTROL
 AW2145  ___________________________________________________________________
 AW2145* NAD 83(1986)-  29 42 32.     (N)    095 40 22.     (W)     SCALED    
 AW2145* NAVD 88     -        28.08   (+/-2cm)      92.1    (feet)  VERTCON   
 AW2145  ___________________________________________________________________
 AW2145  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2145
 AW2145  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2145
 AW2145.The horizontal coordinates were scaled from a topographic map and have
 AW2145.an estimated accuracy of +/- 6 seconds.
 AW2145
 AW2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2145.The vertical order pertains to the NGVD 29 superseded value.
 AW2145
 AW2145.The geoid height was determined by GEOID03.
 AW2145
 AW2145;                    North         East    Units  Estimated Accuracy
 AW2145;SPC TXSC     - 4,212,440.      921,880.      MT  (+/- 180 meters Scaled)
 AW2145
 AW2145                          SUPERSEDED SURVEY CONTROL
 AW2145
 AW2145  NGVD 29 (04/06/79)   28.070  (m)           92.09   (f) ADJUSTED    1 2
 AW2145
 AW2145.Superseded values are not recommended for survey control.
 AW2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2145.See file dsdata.txt to determine how the superseded data were derived.
 AW2145
 AW2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN414895(NAD 83)
 AW2145_MARKER: DB = BENCH MARK DISK
 AW2145_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2145_SP_SET: STAINLESS STEEL ROD
 AW2145_STAMPING: X 1279 1978
 AW2145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2145
 AW2145  HISTORY     - Date     Condition        Report By
 AW2145  HISTORY     - 1978     MONUMENTED       NGS
 AW2145  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2145  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2145
 AW2145                          STATION DESCRIPTION
 AW2145
 AW2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2145'0.9 MI EAST FROM CLODINE.
 AW2145'ABOUT 0.9 MILE EAST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION OF
 AW2145'FARM ROAD 1464 IN CLODINE, 0.2 MILE WEST OF THE ROAD CROSSING OF THE
 AW2145'SOUTHERN PACIFIC RAILROAD, 33.5 FEET SOUTH OF THE CENTERLINE OF THE
 AW2145'ROAD, AND 3.5 FEET WEST OF POWER POLE NUMBER 0688.
 AW2145
 AW2145                          STATION RECOVERY (1986)
 AW2145
 AW2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2145'NOT RECOVERED.  BELIEVED DESTROYED.  A ROD WAS RECOVERED IN THE
 AW2145'DESCRIBED AREA BUT THE TOP WAS CUT OFF.
 AW2145
 AW2145                          STATION RECOVERY (2004)
 AW2145
 AW2145'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0077 ***********************************************************************
 AE0077  DESIGNATION -  X 128
 AE0077  PID         -  AE0077
 AE0077  STATE/COUNTY-  TX/JIM HOGG
 AE0077  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0077
 AE0077                         *CURRENT SURVEY CONTROL
 AE0077  ___________________________________________________________________
 AE0077* NAD 83(1986)-  26 58 37.     (N)    098 29 55.     (W)     SCALED    
 AE0077* NAVD 88     -       106.882  (meters)     350.66   (feet)  ADJUSTED  
 AE0077  ___________________________________________________________________
 AE0077  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AE0077  DYNAMIC HT  -         106.709 (meters)     350.09  (feet)  COMP
 AE0077  MODELED GRAV-     979,033.4   (mgal)                       NAVD 88
 AE0077
 AE0077  VERT ORDER  -  SECOND    CLASS 0
 AE0077
 AE0077.The horizontal coordinates were scaled from a topographic map and have
 AE0077.an estimated accuracy of +/- 6 seconds.
 AE0077
 AE0077.The orthometric height was determined by differential leveling
 AE0077.and adjusted by the National Geodetic Survey in June 1991..
 AE0077
 AE0077.The geoid height was determined by GEOID03.
 AE0077
 AE0077.The dynamic height is computed by dividing the NAVD 88
 AE0077.geopotential number by the normal gravity value computed on the
 AE0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0077.degrees latitude (g = 980.6199 gals.).
 AE0077
 AE0077.The modeled gravity was interpolated from observed gravity values.
 AE0077
 AE0077;                    North         East    Units  Estimated Accuracy
 AE0077;SPC TX S     - 5,145,170.      300,140.      MT  (+/- 180 meters Scaled)
 AE0077
 AE0077                          SUPERSEDED SURVEY CONTROL
 AE0077
 AE0077  NGVD 29 (??/??/92)  106.928  (m)          350.81   (f) ADJ UNCH    2 0
 AE0077
 AE0077.Superseded values are not recommended for survey control.
 AE0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0077.See file dsdata.txt to determine how the superseded data were derived.
 AE0077
 AE0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ497839(NAD 83)
 AE0077_MARKER: DB = BENCH MARK DISK
 AE0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0077_STAMPING: X 128 1933
 AE0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0077+STABILITY: SURFACE MOTION
 AE0077
 AE0077  HISTORY     - Date     Condition        Report By
 AE0077  HISTORY     - 1933     MONUMENTED       CGS
 AE0077  HISTORY     - 1942     GOOD             NGS
 AE0077
 AE0077                          STATION DESCRIPTION
 AE0077
 AE0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0077'5.4 MI S FROM ALTAVISTA.
 AE0077'TO REACH FROM THE ALTAVISTA POST OFFICE AT W.W. JONES RANCH HOUSE--
 AE0077'PROCEED 5.4 MILES SOUTHERLY ALONG ROAD TOWARDS SANTA ELENA TO
 AE0077'INTERSECTION OF CROSSROAD AND SITE OF THE BENCH MARK.  BENCH MARK IS
 AE0077'20.0 FEET NORTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE
 AE0077'ROAD, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  A STD. DISK
 AE0077'SET IN CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1857 ***********************************************************************
 AW1857  DESIGNATION -  X 1281
 AW1857  PID         -  AW1857
 AW1857  STATE/COUNTY-  TX/HARRIS
 AW1857  USGS QUAD   -  SATSUMA (1982)
 AW1857
 AW1857                         *CURRENT SURVEY CONTROL
 AW1857  ___________________________________________________________________
 AW1857* NAD 83(1986)-  29 52 48.     (N)    095 35 05.     (W)     SCALED    
 AW1857* NAVD 88     -        35.90   (+/-2cm)     117.8    (feet)  VERTCON   
 AW1857  ___________________________________________________________________
 AW1857  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW1857
 AW1857  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1857
 AW1857.The horizontal coordinates were scaled from a topographic map and have
 AW1857.an estimated accuracy of +/- 6 seconds.
 AW1857
 AW1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1857.The vertical order pertains to the NGVD 29 superseded value.
 AW1857
 AW1857.The geoid height was determined by GEOID03.
 AW1857
 AW1857;                    North         East    Units  Estimated Accuracy
 AW1857;SPC TXSC     - 4,231,640.      929,850.      MT  (+/- 180 meters Scaled)
 AW1857
 AW1857                          SUPERSEDED SURVEY CONTROL
 AW1857
 AW1857  NGVD 29 (??/??/92)   35.892  (m)          117.76   (f) ADJ UNCH    1 2
 AW1857
 AW1857.Superseded values are not recommended for survey control.
 AW1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1857.See file dsdata.txt to determine how the superseded data were derived.
 AW1857
 AW1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP503082(NAD 83)
 AW1857_MARKER: DB = BENCH MARK DISK
 AW1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1857_SP_SET: HEADWALL
 AW1857_STAMPING: X 1281 1978
 AW1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1857
 AW1857  HISTORY     - Date     Condition        Report By
 AW1857  HISTORY     - 1978     MONUMENTED       NGS
 AW1857  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1857  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1857  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1857
 AW1857                          STATION DESCRIPTION
 AW1857
 AW1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1857'3.2 MI NW FROM FAIRBANKS.
 AW1857'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE IN
 AW1857'FAIRBANKS, AND THENCE 0.8 MILE WEST ALONG FARM ROAD 529.  SET IN TOP
 AW1857'OF THE WEST END OF THE SOUTH HEADWALL TO A 2X3 FEET BOX CULVERT, 15
 AW1857'FEET SOUTH OF THE CENTERLINE OF FARM ROAD 529, AND 0.6 FOOT EAST OF
 AW1857'THE WEST END OF THE HEADWALL.
 AW1857
 AW1857                          STATION RECOVERY (1986)
 AW1857
 AW1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1857'THE STEM OF THE DISK IS ALL THAT REMAINS IN THE HEADWALL.
 AW1857
 AW1857                          STATION RECOVERY (1987)
 AW1857
 AW1857'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1857'MARK NOT FOUND.
 AW1857
 AW1857                          STATION RECOVERY (1994)
 AW1857
 AW1857'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2392 ***********************************************************************
 BY2392  DESIGNATION -  X 1283
 BY2392  PID         -  BY2392
 BY2392  STATE/COUNTY-  TX/SHELBY
 BY2392  USGS QUAD   -  NEUVILLE (1984)
 BY2392
 BY2392                         *CURRENT SURVEY CONTROL
 BY2392  ___________________________________________________________________
 BY2392* NAD 83(1986)-  31 43 09.     (N)    094 10 13.     (W)     SCALED    
 BY2392* NAVD 88     -        87.005  (meters)     285.45   (feet)  ADJUSTED  
 BY2392  ___________________________________________________________________
 BY2392  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY2392  DYNAMIC HT  -          86.901 (meters)     285.11  (feet)  COMP
 BY2392  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 BY2392
 BY2392  VERT ORDER  -  FIRST     CLASS II
 BY2392
 BY2392.The horizontal coordinates were scaled from a topographic map and have
 BY2392.an estimated accuracy of +/- 6 seconds.
 BY2392
 BY2392.The orthometric height was determined by differential leveling
 BY2392.and adjusted by the National Geodetic Survey in June 1991..
 BY2392
 BY2392.The geoid height was determined by GEOID03.
 BY2392
 BY2392.The dynamic height is computed by dividing the NAVD 88
 BY2392.geopotential number by the normal gravity value computed on the
 BY2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2392.degrees latitude (g = 980.6199 gals.).
 BY2392
 BY2392.The modeled gravity was interpolated from observed gravity values.
 BY2392
 BY2392;                    North         East    Units  Estimated Accuracy
 BY2392;SPC TX C     - 3,243,710.    1,283,810.      MT  (+/- 180 meters Scaled)
 BY2392
 BY2392                          SUPERSEDED SURVEY CONTROL
 BY2392
 BY2392  NGVD 29 (??/??/??)   87.043  (m)          285.57   (f) ADJUSTED    1 2
 BY2392
 BY2392.Superseded values are not recommended for survey control.
 BY2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2392.See file dsdata.txt to determine how the superseded data were derived.
 BY2392
 BY2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR891099(NAD 83)
 BY2392_MARKER: DB = BENCH MARK DISK
 BY2392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2392_SP_SET: STAINLESS STEEL ROD
 BY2392_STAMPING: X 1283 1979
 BY2392_PROJECTION: FLUSH
 BY2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2392_ROD/PIPE-DEPTH: 6.10 meters
 BY2392
 BY2392  HISTORY     - Date     Condition        Report By
 BY2392  HISTORY     - 1979     MONUMENTED       NGS
 BY2392
 BY2392                          STATION DESCRIPTION
 BY2392
 BY2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2392'6.7 MI SOUTH FROM CENTER.
 BY2392'6.7 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2392'HIGHWAY 87 IN CENTER, AT THE JUNCTION OF A FIELD ROAD LEADING EAST,
 BY2392'59.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 35.0 FT. SOUTH OF THE
 BY2392'CENTER OF A WIRE GATE, 18.0 FT. NORTH OF AN 18-INCH PINE TREE, 1.0 FT.
 BY2392'EAST OF A FENCE LINE.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH
 BY2392'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2392'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 BY2392'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2401 ***********************************************************************
 BX2401  DESIGNATION -  X 1284
 BX2401  PID         -  BX2401
 BX2401  STATE/COUNTY-  TX/JASPER
 BX2401  USGS QUAD   -  HARRISBURG (1984)
 BX2401
 BX2401                         *CURRENT SURVEY CONTROL
 BX2401  ___________________________________________________________________
 BX2401* NAD 83(1986)-  31 00 21.     (N)    093 58 55.     (W)     SCALED    
 BX2401* NAVD 88     -       117.107  (meters)     384.21   (feet)  ADJUSTED  
 BX2401  ___________________________________________________________________
 BX2401  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BX2401  DYNAMIC HT  -         116.955 (meters)     383.71  (feet)  COMP
 BX2401  MODELED GRAV-     979,337.6   (mgal)                       NAVD 88
 BX2401  OBS GRAVITY -     979,337.9   (mgal)                       GRAV_OBS
 BX2401
 BX2401  VERT ORDER  -  FIRST     CLASS II
 BX2401
 BX2401.The horizontal coordinates were scaled from a topographic map and have
 BX2401.an estimated accuracy of +/- 6 seconds.
 BX2401
 BX2401.The orthometric height was determined by differential leveling
 BX2401.and adjusted by the National Geodetic Survey in June 1991..
 BX2401
 BX2401.The geoid height was determined by GEOID03.
 BX2401
 BX2401.The dynamic height is computed by dividing the NAVD 88
 BX2401.geopotential number by the normal gravity value computed on the
 BX2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2401.degrees latitude (g = 980.6199 gals.).
 BX2401
 BX2401.The modeled gravity was interpolated from observed gravity values.
 BX2401.The observed gravity was obtained from relative gravimeter ties
 BX2401.to the IGSN71 gravity network.
 BX2401
 BX2401;                    North         East    Units  Estimated Accuracy
 BX2401;SPC TX C     - 3,165,760.    1,306,150.      MT  (+/- 180 meters Scaled)
 BX2401
 BX2401                          SUPERSEDED SURVEY CONTROL
 BX2401
 BX2401  NGVD 29 (??/??/??)  117.107  (m)          384.21   (f) ADJUSTED    1 2
 BX2401
 BX2401.Superseded values are not recommended for survey control.
 BX2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2401.See file dsdata.txt to determine how the superseded data were derived.
 BX2401
 BX2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ062306(NAD 83)
 BX2401_MARKER: I = METAL ROD
 BX2401_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2401_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BX2401_STAMPING: X 1284 1979
 BX2401_PROJECTION: FLUSH
 BX2401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2401+STABILITY: POSITION/ELEVATION WELL
 BX2401_ROD/PIPE-DEPTH: 16.8 meters
 BX2401_SLEEVE-DEPTH  : 7.32 meters
 BX2401
 BX2401  HISTORY     - Date     Condition        Report By
 BX2401  HISTORY     - 1979     MONUMENTED       NGS
 BX2401
 BX2401                          STATION DESCRIPTION
 BX2401
 BX2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2401'6.35 MI NORTH FROM JASPER.
 BX2401'6.35 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BX2401'HIGHWAY 190 IN JASPER, AT THE NORTHWEST CORNER OF HODGES SMOKED
 BX2401'MEAT HOUSE, 139.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 46.0
 BX2401'FT. NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SMOKE HOUSE,
 BX2401'10.8 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOME, 55.8
 BX2401'FT. EAST OF A POWERLINE POLE WITH TRANSFORMER AND STREET LIGHT,
 BX2401'69.5 FT. EAST OF A HODGES SMOKED MEATS SIGNPOST, 9.4 FT. EAST OF
 BX2401'A 4-INCH MAGNOLIA TREE, 33.7 FT. SOUTH OF THE CENTER OF THE MAIN
 BX2401'ENTRANCE DOOR TO THE HOME.  DATUM POINT IS 4 INCHES BELOW GROUND,
 BX2401'ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BX2401'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1961 ***********************************************************************
 BK1961  DESIGNATION -  X 1285
 BK1961  PID         -  BK1961
 BK1961  STATE/COUNTY-  TX/JASPER
 BK1961  USGS QUAD   -  BUNA (1984)
 BK1961
 BK1961                         *CURRENT SURVEY CONTROL
 BK1961  ___________________________________________________________________
 BK1961* NAD 83(1986)-  30 27 29.     (N)    093 57 49.     (W)     SCALED    
 BK1961* NAVD 88     -        26.385  (meters)      86.56   (feet)  ADJUSTED  
 BK1961  ___________________________________________________________________
 BK1961  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1961  DYNAMIC HT  -          26.351 (meters)      86.45  (feet)  COMP
 BK1961  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 BK1961
 BK1961  VERT ORDER  -  FIRST     CLASS II
 BK1961
 BK1961.The horizontal coordinates were scaled from a topographic map and have
 BK1961.an estimated accuracy of +/- 6 seconds.
 BK1961
 BK1961.The orthometric height was determined by differential leveling
 BK1961.and adjusted by the National Geodetic Survey in June 1991..
 BK1961
 BK1961.The geoid height was determined by GEOID03.
 BK1961
 BK1961.The dynamic height is computed by dividing the NAVD 88
 BK1961.geopotential number by the normal gravity value computed on the
 BK1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1961.degrees latitude (g = 980.6199 gals.).
 BK1961
 BK1961.The modeled gravity was interpolated from observed gravity values.
 BK1961
 BK1961;                    North         East    Units  Estimated Accuracy
 BK1961;SPC TX C     - 3,105,240.    1,311,370.      MT  (+/- 180 meters Scaled)
 BK1961
 BK1961                          SUPERSEDED SURVEY CONTROL
 BK1961
 BK1961  NGVD 29 (??/??/??)   26.360  (m)           86.48   (f) ADJUSTED    1 2
 BK1961
 BK1961.Superseded values are not recommended for survey control.
 BK1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1961.See file dsdata.txt to determine how the superseded data were derived.
 BK1961
 BK1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP074699(NAD 83)
 BK1961_MARKER: I = METAL ROD
 BK1961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1961_SP_SET: STAINLESS STEEL ROD
 BK1961_STAMPING: X 1285 1979
 BK1961_PROJECTION: RECESSED 3 CENTIMETERS
 BK1961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1961+STABILITY: POSITION/ELEVATION WELL
 BK1961_ROD/PIPE-DEPTH: 7.62 meters
 BK1961
 BK1961  HISTORY     - Date     Condition        Report By
 BK1961  HISTORY     - 1979     MONUMENTED       NGS
 BK1961  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1961
 BK1961                          STATION DESCRIPTION
 BK1961
 BK1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1961'1.15 MI NE FROM BUNA.
 BK1961'1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BK1961'HIGHWAY 62 IN BUNA, AT THE SOUTHEAST CORNER OF THE CENTRAL BAPTIST
 BK1961'CHURCH, AT THE SOUTHWEST CORNER OF THE PARKING LOT, 142.6 FT. WEST OF
 BK1961'THE CENTERLINE OF THE HIGHWAY, 62.0 FT. SOUTHEAST OF THE SOUTHEAST
 BK1961'CORNER OF THE CHURCH, 128.3 FT. SOUTH OF THE CENTER OF THE MAIN
 BK1961'ENTRANCE OF THE CHURCH, 5.6 FT. SOUTH OF A POWERLINE POLE WITH LIGHT,
 BK1961'44.0 FT. NORTH OF THE SOUTH EDGE OF A LAWN AREA.  DISK IS 5 INCHES
 BK1961'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BK1961'SCREW PLUG.
 BK1961
 BK1961                          STATION RECOVERY (2002)
 BK1961
 BK1961'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2419 ***********************************************************************
 BY2419  DESIGNATION -  X 1286
 BY2419  PID         -  BY2419
 BY2419  STATE/COUNTY-  TX/SABINE
 BY2419  USGS QUAD   -  BRONSON (1984)
 BY2419
 BY2419                         *CURRENT SURVEY CONTROL
 BY2419  ___________________________________________________________________
 BY2419* NAD 83(1986)-  31 19 57.     (N)    094 00 41.     (W)     SCALED    
 BY2419* NAVD 88     -       102.553  (meters)     336.46   (feet)  ADJUSTED  
 BY2419  ___________________________________________________________________
 BY2419  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BY2419  DYNAMIC HT  -         102.424 (meters)     336.04  (feet)  COMP
 BY2419  MODELED GRAV-     979,382.8   (mgal)                       NAVD 88
 BY2419
 BY2419  VERT ORDER  -  FIRST     CLASS II
 BY2419
 BY2419.The horizontal coordinates were scaled from a topographic map and have
 BY2419.an estimated accuracy of +/- 6 seconds.
 BY2419
 BY2419.The orthometric height was determined by differential leveling
 BY2419.and adjusted by the National Geodetic Survey in June 1991..
 BY2419
 BY2419.The geoid height was determined by GEOID03.
 BY2419
 BY2419.The dynamic height is computed by dividing the NAVD 88
 BY2419.geopotential number by the normal gravity value computed on the
 BY2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2419.degrees latitude (g = 980.6199 gals.).
 BY2419
 BY2419.The modeled gravity was interpolated from observed gravity values.
 BY2419
 BY2419;                    North         East    Units  Estimated Accuracy
 BY2419;SPC TX C     - 3,201,760.    1,301,280.      MT  (+/- 180 meters Scaled)
 BY2419
 BY2419                          SUPERSEDED SURVEY CONTROL
 BY2419
 BY2419  NGVD 29 (??/??/??)  102.572  (m)          336.52   (f) ADJUSTED    1 2
 BY2419
 BY2419.Superseded values are not recommended for survey control.
 BY2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2419.See file dsdata.txt to determine how the superseded data were derived.
 BY2419
 BY2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ037668(NAD 83)
 BY2419_MARKER: DB = BENCH MARK DISK
 BY2419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2419_SP_SET: STAINLESS STEEL ROD
 BY2419_STAMPING: X 1286 1979
 BY2419_PROJECTION: FLUSH
 BY2419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2419+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2001
 BY2419_ROD/PIPE-DEPTH: 6.10 meters
 BY2419
 BY2419  HISTORY     - Date     Condition        Report By
 BY2419  HISTORY     - 1979     MONUMENTED       NGS
 BY2419  HISTORY     - 20010508 GOOD             USPSQD
 BY2419
 BY2419                          STATION DESCRIPTION
 BY2419
 BY2419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2419'0.8 MI SOUTH FROM BRONSON.
 BY2419'0.8 MILE SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2419'HIGHWAY 184 IN BRONSON, ACROSS THE HIGHWAY FROM A DRIVE LEADING
 BY2419'UP A HILL TO A HOUSE, 0.1 MILE SOUTH OF A GULF STATION AND GROCERY
 BY2419'STORE, 58.5 FT. WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BY2419'5.0 FT. WEST OF A TELEPHONE POLE NUMBER E319, 1.5 FT. SOUTHEAST OF
 BY2419'A FENCE LINE.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2419'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2419'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 BY2419
 BY2419                          STATION RECOVERY (2001)
 BY2419
 BY2419'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BY2419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2521 ***********************************************************************
 BY2521  DESIGNATION -  X 1287
 BY2521  PID         -  BY2521
 BY2521  STATE/COUNTY-  TX/NACOGDOCHES
 BY2521  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2521
 BY2521                         *CURRENT SURVEY CONTROL
 BY2521  ___________________________________________________________________
 BY2521* NAD 83(1993)-  31 38 44.07628(N)    094 41 07.73984(W)     ADJUSTED  
 BY2521* NAVD 88     -       133.433  (meters)     437.77   (feet)  ADJUSTED  
 BY2521  ___________________________________________________________________
 BY2521  X           -    -443,952.867 (meters)                     COMP
 BY2521  Y           -  -5,416,708.652 (meters)                     COMP
 BY2521  Z           -   3,327,095.014 (meters)                     COMP
 BY2521  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BY2521  ELLIP HEIGHT-         106.49  (meters)          (09/07/01) GPS OBS
 BY2521  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY2521  DYNAMIC HT  -         133.268 (meters)     437.23  (feet)  COMP
 BY2521  MODELED GRAV-     979,405.0   (mgal)                       NAVD 88
 BY2521
 BY2521  HORZ ORDER  -  THIRD
 BY2521  VERT ORDER  -  FIRST     CLASS II
 BY2521  ELLP ORDER  -  THIRD     CLASS II
 BY2521
 BY2521.The horizontal coordinates were established by GPS observations
 BY2521.and adjusted by the National Geodetic Survey in April 1998..
 BY2521
 BY2521.The orthometric height was determined by differential leveling
 BY2521.and adjusted by the National Geodetic Survey in June 1991..
 BY2521
 BY2521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BY2521
 BY2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2521
 BY2521.The ellipsoidal height was determined by GPS observations
 BY2521.and is referenced to NAD 83.
 BY2521
 BY2521.The geoid height was determined by GEOID03.
 BY2521
 BY2521.The dynamic height is computed by dividing the NAVD 88
 BY2521.geopotential number by the normal gravity value computed on the
 BY2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2521.degrees latitude (g = 980.6199 gals.).
 BY2521
 BY2521.The modeled gravity was interpolated from observed gravity values.
 BY2521
 BY2521;                    North         East     Units Scale Factor Converg.
 BY2521;SPC TX C     - 3,232,974.022 1,235,466.086   MT  0.99994478   +2 54 32.3
 BY2521;SPC TX C     -10,606,848.94  4,053,358.32   sFT  0.99994478   +2 54 32.3
 BY2521;UTM  15      - 3,502,385.229   340,177.300   MT  0.99991504   -0 53 04.2
 BY2521
 BY2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2521!SPC TX C     -   0.99998328  x   0.99994478  =   0.99992806
 BY2521!UTM  15      -   0.99998328  x   0.99991504  =   0.99989832
 BY2521
 BY2521                          SUPERSEDED SURVEY CONTROL
 BY2521
 BY2521  ELLIP H (04/08/98)  106.53   (m)                       GP(       ) 3 2
 BY2521  NAVD 88 (04/08/98)  133.50   (m)          438.0    (f) LEVELING    3  
 BY2521
 BY2521.Superseded values are not recommended for survey control.
 BY2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2521.See file dsdata.txt to determine how the superseded data were derived.
 BY2521
 BY2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR4017702385(NAD 83)
 BY2521_MARKER: DB = BENCH MARK DISK
 BY2521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2521_SP_SET: STAINLESS STEEL ROD
 BY2521_STAMPING: X 1287 1979
 BY2521_MARK LOGO: NGS   
 BY2521_PROJECTION: RECESSED 10 CENTIMETERS
 BY2521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BY2521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2521+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1997
 BY2521_ROD/PIPE-DEPTH: 7.01 meters
 BY2521
 BY2521  HISTORY     - Date     Condition        Report By
 BY2521  HISTORY     - 1979     MONUMENTED       NGS
 BY2521  HISTORY     - 19970319 GOOD             NGS
 BY2521  HISTORY     - 19980919 GOOD             USPSQD
 BY2521
 BY2521                          STATION DESCRIPTION
 BY2521
 BY2521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2521'5.65 MI NNW FROM NACOGDOCHES.
 BY2521'5.65 MILES NORTH-NORTHWEST ALONG FARM ROAD 1630 FROM THE JUNCTION OF
 BY2521'U.S. HIGHWAY 59 IN NACOGDOCHES, AT THE JUNCTION OF A PAVED ROAD
 BY2521'LEADING WEST TO THE CIRCLE DRIVE MOBILE HOME PARK, 47.0 FT. SOUTHWEST
 BY2521'OF CENTERLINE OF THE FARM ROAD, 49.0 FT. EAST OF SOUTHEAST CORNER OF A
 BY2521'RED BRICK HOUSE, 27.0 FT. NORTHWEST OF THE CENTERLINE OF THE PAVED
 BY2521'ROAD, 9.0 FT. WEST OF A POWERLINE POLE, 6.8 FT. SOUTHWEST OF A 4-FT.
 BY2521'CHAIN LINK FENCE CORNER POST, 0.7 FT. SOUTHEAST OF A FENCE.  DISK IS 4
 BY2521'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2521'SCREW PLUG.
 BY2521'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 BY2521'THE MARK IS 3 FT ABOVE THE ROAD.
 BY2521
 BY2521                          STATION RECOVERY (1997)
 BY2521
 BY2521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BY2521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 19 MAR 1997 (WCW) .
 BY2521'RECOVERED IN UNDISTURBED CONDITION WITH NEW TO REACH AS FOLLOWS.  THE
 BY2521'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF DOWNTOWN
 BY2521'NACOGDOCHES, AND IS WEST OF THE JUNCTION OF FARM ROAD 1638 (OLD TYLER
 BY2521'ROAD) AND COUNTY ROAD 806.  OWNERSHIP--THE MARK IS JUST WITHIN THE
 BY2521'RIGHT-OF-WAY FOR COUNTY ROAD 806.* TO REACH THE STATION FROM THE
 BY2521'JUNCTION OF U.S.  ROUTE 59 (LOOP 224) AND STATE ROUTE 21 (DOUGLAS
 BY2521'ROAD) ABOUT 3 KM (1.85 MI) WEST OF DOWNTOWN NACOGDOCHES, GO NORTHERLY
 BY2521'ON U.S.  ROUTE 59 FOR 3.5 KM (2.15 MI) TO THE FARM ROAD 1628 (OLD
 BY2521'TYLER ROAD) EXIT.  TURN LEFT AND GO NORTHWEST ON FARM ROAD 1628 FOR
 BY2521'0.5 KM (0.30 MI) TO COUNTY ROAD 806 ON LEFT AND THE STATION AHEAD ON
 BY2521'LEFT.* THE MARK IS A BENCHMARK DISK ON A DRIVEN STAINLESS STEEL ROAD
 BY2521'W/O SLEEVE ENCASED IN A 10 CM (4 IN) PLASTIC PIPE WITH SCREW PLUG
 BY2521'SURROUNDED WITH CONCRETE.  THE 1979 TIES ARE ADEQUATE WITH ADDITIONAL
 BY2521'TIES AS FOLLOW.  THE STATION IS LOCATED 3.0 M (9.8 FT) WEST FROM A
 BY2521'WOOD UTILITY POLE, 12 CM (5 IN) SOUTHWEST FROM A 4-FT CHAIN LINK FENCE
 BY2521'AND 0.5 M (1.6 FT) NORTHEAST FROM A METAL WITNESS POST.  THE MARK IS
 BY2521'1.3 M (4.3 FT) ABOVE OLD TYLER ROAD, 15 CM (6 IN) ABOVE COUNTY ROAD
 BY2521'806, AND 10 CM (4 IN) BELOW GRADE.  NOTE--SUITABLE FOR GPS
 BY2521'OBSERVATIONS BUT WITH OBSTRUCTING DECIDUOUS TREES TO THE WEST AND WOOD
 BY2521'UTILITY POLE TO THE EAST.
 BY2521
 BY2521                          STATION RECOVERY (1998)
 BY2521
 BY2521'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1935 ***********************************************************************
 BK1935  DESIGNATION -  X 1288
 BK1935  PID         -  BK1935
 BK1935  STATE/COUNTY-  TX/JASPER
 BK1935  USGS QUAD   -  ROGANVILLE (1984)
 BK1935
 BK1935                         *CURRENT SURVEY CONTROL
 BK1935  ___________________________________________________________________
 BK1935* NAD 83(1986)-  30 49 49.     (N)    093 58 13.     (W)     SCALED    
 BK1935* NAVD 88     -       106.625  (meters)     349.82   (feet)  ADJUSTED  
 BK1935  ___________________________________________________________________
 BK1935  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BK1935  DYNAMIC HT  -         106.487 (meters)     349.37  (feet)  COMP
 BK1935  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 BK1935
 BK1935  VERT ORDER  -  FIRST     CLASS II
 BK1935
 BK1935.The horizontal coordinates were scaled from a topographic map and have
 BK1935.an estimated accuracy of +/- 6 seconds.
 BK1935
 BK1935.The orthometric height was determined by differential leveling
 BK1935.and adjusted by the National Geodetic Survey in June 1991..
 BK1935
 BK1935.The geoid height was determined by GEOID03.
 BK1935
 BK1935.The dynamic height is computed by dividing the NAVD 88
 BK1935.geopotential number by the normal gravity value computed on the
 BK1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1935.degrees latitude (g = 980.6199 gals.).
 BK1935
 BK1935.The modeled gravity was interpolated from observed gravity values.
 BK1935
 BK1935;                    North         East    Units  Estimated Accuracy
 BK1935;SPC TX C     - 3,146,400.    1,308,370.      MT  (+/- 180 meters Scaled)
 BK1935
 BK1935                          SUPERSEDED SURVEY CONTROL
 BK1935
 BK1935  NGVD 29 (??/??/??)  106.617  (m)          349.79   (f) ADJUSTED    1 2
 BK1935
 BK1935.Superseded values are not recommended for survey control.
 BK1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1935.See file dsdata.txt to determine how the superseded data were derived.
 BK1935
 BK1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ072111(NAD 83)
 BK1935_MARKER: I = METAL ROD
 BK1935_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1935_SP_SET: STAINLESS STEEL ROD
 BK1935_STAMPING: X 1288 1979
 BK1935_PROJECTION: FLUSH
 BK1935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1935+STABILITY: POSITION/ELEVATION WELL
 BK1935_ROD/PIPE-DEPTH: 7.62 meters
 BK1935
 BK1935  HISTORY     - Date     Condition        Report By
 BK1935  HISTORY     - 1979     MONUMENTED       NGS
 BK1935
 BK1935                          STATION DESCRIPTION
 BK1935
 BK1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1935'5.5 MI SOUTH FROM JASPER.
 BK1935'5.5 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1935'HIGHWAY 190 IN JASPER, AT THE JUNCTION OF A DIRT ROAD LEADING EAST TO
 BK1935'ROGANVILLE, 63.0 FT. EAST OF THE CENTERLINE OF HIGHWAY 69
 BK1935'NORTHBOUND, 185.0 FT. SOUTH OF THE CENTERLINE OF THE DIRT ROAD,
 BK1935'14.0 FT. WEST-SOUTHWEST OF A 30-INCH OAK TREE, 7.0 FT. NORTH OF A
 BK1935'12-INCH PINE TREE, 4.1 FT. SOUTH-SOUTHWEST OF A 12-INCH OAK TREE,
 BK1935'4.6 FT. NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.  DISK IS
 BK1935'5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BK1935'SCREW PLUG.
 BK1935'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BK1935'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2396 ***********************************************************************
 BX2396  DESIGNATION -  X 1289
 BX2396  PID         -  BX2396
 BX2396  STATE/COUNTY-  TX/JASPER
 BX2396  USGS QUAD   -  HARRISBURG (1984)
 BX2396
 BX2396                         *CURRENT SURVEY CONTROL
 BX2396  ___________________________________________________________________
 BX2396* NAD 83(1986)-  31 04 31.     (N)    093 59 11.     (W)     SCALED    
 BX2396* NAVD 88     -       116.933  (meters)     383.64   (feet)  ADJUSTED  
 BX2396  ___________________________________________________________________
 BX2396  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BX2396  DYNAMIC HT  -         116.782 (meters)     383.14  (feet)  COMP
 BX2396  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BX2396
 BX2396  VERT ORDER  -  FIRST     CLASS II
 BX2396
 BX2396.The horizontal coordinates were scaled from a topographic map and have
 BX2396.an estimated accuracy of +/- 6 seconds.
 BX2396
 BX2396.The orthometric height was determined by differential leveling
 BX2396.and adjusted by the National Geodetic Survey in June 1991..
 BX2396
 BX2396.The geoid height was determined by GEOID03.
 BX2396
 BX2396.The dynamic height is computed by dividing the NAVD 88
 BX2396.geopotential number by the normal gravity value computed on the
 BX2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2396.degrees latitude (g = 980.6199 gals.).
 BX2396
 BX2396.The modeled gravity was interpolated from observed gravity values.
 BX2396
 BX2396;                    North         East    Units  Estimated Accuracy
 BX2396;SPC TX C     - 3,173,420.    1,305,280.      MT  (+/- 180 meters Scaled)
 BX2396
 BX2396                          SUPERSEDED SURVEY CONTROL
 BX2396
 BX2396  NGVD 29 (??/??/??)  116.936  (m)          383.65   (f) ADJUSTED    1 2
 BX2396
 BX2396.Superseded values are not recommended for survey control.
 BX2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2396.See file dsdata.txt to determine how the superseded data were derived.
 BX2396
 BX2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ059383(NAD 83)
 BX2396_MARKER: DB = BENCH MARK DISK
 BX2396_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2396_SP_SET: STAINLESS STEEL ROD
 BX2396_STAMPING: X 1289 1979
 BX2396_PROJECTION: FLUSH
 BX2396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2396+STABILITY: POSITION/ELEVATION WELL
 BX2396_ROD/PIPE-DEPTH: 7.62 meters
 BX2396
 BX2396  HISTORY     - Date     Condition        Report By
 BX2396  HISTORY     - 1979     MONUMENTED       NGS
 BX2396  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 BX2396
 BX2396                          STATION DESCRIPTION
 BX2396
 BX2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2396'12.0 MI SOUTH FROM PINELAND.
 BX2396'12.0 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2396'ROAD 83 IN PINELAND, ALSO 10.9 MILES NORTH ALONG U.S. HIGHWAY 96
 BX2396'FROM JUNCTION OF U.S. HIGHWAY 190 IN JASPER, 80.8 FT. WEST OF THE
 BX2396'CENTERLINE OF THE HIGHWAY, 86.3 FT. NORTHWEST OF AN UNDERGROUND
 BX2396'TELEPHONE CABLE JUNCTION BOX, 30.0 FT. SOUTH OF A 24-INCH PINE
 BX2396'TREE, 1.0 FT. EAST OF A FENCE LINE.  DISK IS 4 INCHES BELOW GROUND,
 BX2396'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2396'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BX2396'THE MARK IS 6 FT ABOVE THE HIGHWAY.
 BX2396
 BX2396                          STATION RECOVERY (2001)
 BX2396
 BX2396'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BX2396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2494 ***********************************************************************
 BY2494  DESIGNATION -  X 1289 A
 BY2494  PID         -  BY2494
 BY2494  STATE/COUNTY-  TX/CHEROKEE
 BY2494  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY2494
 BY2494                         *CURRENT SURVEY CONTROL
 BY2494  ___________________________________________________________________
 BY2494* NAD 83(1986)-  31 53 43.     (N)    095 02 23.     (W)     SCALED    
 BY2494* NAVD 88     -        97.017  (meters)     318.30   (feet)  ADJUSTED  
 BY2494  ___________________________________________________________________
 BY2494  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY2494  DYNAMIC HT  -          96.901 (meters)     317.92  (feet)  COMP
 BY2494  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 BY2494
 BY2494  VERT ORDER  -  FIRST     CLASS II
 BY2494
 BY2494.The horizontal coordinates were scaled from a topographic map and have
 BY2494.an estimated accuracy of +/- 6 seconds.
 BY2494
 BY2494.The orthometric height was determined by differential leveling
 BY2494.and adjusted by the National Geodetic Survey in June 1991..
 BY2494
 BY2494.The geoid height was determined by GEOID03.
 BY2494
 BY2494.The dynamic height is computed by dividing the NAVD 88
 BY2494.geopotential number by the normal gravity value computed on the
 BY2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2494.degrees latitude (g = 980.6199 gals.).
 BY2494
 BY2494.The modeled gravity was interpolated from observed gravity values.
 BY2494
 BY2494;                    North         East    Units  Estimated Accuracy
 BY2494;SPC TX C     - 3,258,980.    1,200,590.      MT  (+/- 180 meters Scaled)
 BY2494
 BY2494                          SUPERSEDED SURVEY CONTROL
 BY2494
 BY2494.No superseded survey control is available for this station.
 BY2494
 BY2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR071306(NAD 83)
 BY2494_MARKER: DB = BENCH MARK DISK
 BY2494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2494_SP_SET: STAINLESS STEEL ROD
 BY2494_STAMPING: X 1289 A 1979
 BY2494_PROJECTION: FLUSH
 BY2494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2494_ROD/PIPE-DEPTH: 6.10 meters
 BY2494
 BY2494  HISTORY     - Date     Condition        Report By
 BY2494  HISTORY     - 1979     MONUMENTED       NGS
 BY2494  HISTORY     - 19960420 GOOD             USPSQD
 BY2494  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 BY2494
 BY2494                          STATION DESCRIPTION
 BY2494
 BY2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2494'4.3 MI WEST FROM REKLAW.
 BY2494'4.3 MILES WEST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF U.S.
 BY2494'HIGHWAY 84 IN REKLAW, AT THE JUNCTION OF A FIELD ROAD LEADING SOUTH,
 BY2494'ALSO 2.3 MILES EAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF STATE
 BY2494'HIGHWAY 110 IN PONTA, 129 FT. WEST OF A FENCE CORNER, 85.0 FT. SOUTH
 BY2494'OF THE CENTERLINE OF THE HIGHWAY, 21.5 FT. WEST OF THE CENTER OF THE
 BY2494'FIELD ROAD AND A WIRE GATE, 0.6 FT. NORTH OF A FENCE.  DISK IS 3
 BY2494'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2494'SCREW PLUG.
 BY2494'THE MARK IS 1.3 FT  E FROM A WITNESS POST.
 BY2494'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 BY2494
 BY2494                          STATION RECOVERY (1996)
 BY2494
 BY2494'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2494'RECOVERED IN GOOD CONDITION.
 BY2494
 BY2494                          STATION RECOVERY (2004)
 BY2494
 BY2494'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 BY2494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0715 ***********************************************************************
 AE0715  DESIGNATION -  X 129 RESET 1953
 AE0715  PID         -  AE0715
 AE0715  STATE/COUNTY-  TX/STARR
 AE0715  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0715
 AE0715                         *CURRENT SURVEY CONTROL
 AE0715  ___________________________________________________________________
 AE0715* NAD 83(1986)-  26 24 21.     (N)    098 46 09.     (W)     SCALED    
 AE0715* NAVD 88     -        85.52   (meters)     280.6    (feet)  RESET     
 AE0715  ___________________________________________________________________
 AE0715  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE0715
 AE0715  VERT ORDER  -  THIRD
 AE0715
 AE0715.The horizontal coordinates were scaled from a topographic map and have
 AE0715.an estimated accuracy of +/- 6 seconds.
 AE0715
 AE0715.The orthometric height was computed from unverified reset data.
 AE0715
 AE0715.The geoid height was determined by GEOID03.
 AE0715
 AE0715;                    North         East    Units  Estimated Accuracy
 AE0715;SPC TX S     - 5,081,920.      273,150.      MT  (+/- 180 meters Scaled)
 AE0715
 AE0715                          SUPERSEDED SURVEY CONTROL
 AE0715
 AE0715.No superseded survey control is available for this station.
 AE0715
 AE0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ230206(NAD 83)
 AE0715_MARKER: DB = BENCH MARK DISK
 AE0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0715_STAMPING: X 129 RESET 1953
 AE0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0715+STABILITY: SURFACE MOTION
 AE0715
 AE0715  HISTORY     - Date     Condition        Report By
 AE0715  HISTORY     - 1953     MONUMENTED       TXHD
 AE0715  HISTORY     - 1954     GOOD             TXHD
 AE0715
 AE0715                          STATION DESCRIPTION
 AE0715
 AE0715'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AE0715'3.9 MI N FROM RIO GRANDE CITY.
 AE0715'ABOUT 3.9 MILES NORTH ALONG HIGHWAY NO. 755 FROM THE POST OFFICE AT
 AE0715'RIO GRANDE CITY, STARR COUNTY, 10 FEET EAST OF THE EAST RIGHT-OF-WAY
 AE0715'FENCE OF THE HIGHWAY, 85 FEET SOUTH OF A FENCE CORNER AND A GATE, 100
 AE0715'FEET SOUTH OF A CONCRETE CULVERT AND 2 FEET NORTH OF A WHITE 4 X 4
 AE0715'POST.  A STANDARD DISK STAMPED X 129 RESET 1953 AND SET IN A CONCRETE
 AE0715'POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2546 ***********************************************************************
 BY2546  DESIGNATION -  X 1290
 BY2546  PID         -  BY2546
 BY2546  STATE/COUNTY-  TX/ANDERSON
 BY2546  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2546
 BY2546                         *CURRENT SURVEY CONTROL
 BY2546  ___________________________________________________________________
 BY2546* NAD 83(1986)-  31 43 06.     (N)    095 41 51.     (W)     SCALED    
 BY2546* NAVD 88     -       107.566  (meters)     352.91   (feet)  ADJUSTED  
 BY2546  ___________________________________________________________________
 BY2546  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2546  DYNAMIC HT  -         107.435 (meters)     352.48  (feet)  COMP
 BY2546  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 BY2546
 BY2546  VERT ORDER  -  FIRST     CLASS II
 BY2546
 BY2546.The horizontal coordinates were scaled from a topographic map and have
 BY2546.an estimated accuracy of +/- 6 seconds.
 BY2546
 BY2546.The orthometric height was determined by differential leveling
 BY2546.and adjusted by the National Geodetic Survey in June 1991..
 BY2546
 BY2546.The geoid height was determined by GEOID03.
 BY2546
 BY2546.The dynamic height is computed by dividing the NAVD 88
 BY2546.geopotential number by the normal gravity value computed on the
 BY2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2546.degrees latitude (g = 980.6199 gals.).
 BY2546
 BY2546.The modeled gravity was interpolated from observed gravity values.
 BY2546
 BY2546;                    North         East    Units  Estimated Accuracy
 BY2546;SPC TX C     - 3,236,600.    1,139,240.      MT  (+/- 180 meters Scaled)
 BY2546
 BY2546                          SUPERSEDED SURVEY CONTROL
 BY2546
 BY2546.No superseded survey control is available for this station.
 BY2546
 BY2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR443123(NAD 83)
 BY2546_MARKER: DB = BENCH MARK DISK
 BY2546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2546_SP_SET: STAINLESS STEEL ROD
 BY2546_STAMPING: X 1290 1980
 BY2546_PROJECTION: RECESSED 3 CENTIMETERS
 BY2546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2546_ROD/PIPE-DEPTH: 4.7  meters
 BY2546
 BY2546  HISTORY     - Date     Condition        Report By
 BY2546  HISTORY     - 1980     MONUMENTED       NGS
 BY2546
 BY2546                          STATION DESCRIPTION
 BY2546
 BY2546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2546'8.7 KM SW FROM PALESTINE.
 BY2546'2.4 KM. (1.5 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2546'FEDERAL BUILDING IN PALESTINE, THENCE 6.3 KM. (3.9 MI.) SOUTHWEST
 BY2546'ALONG U.S. HIGHWAY 79, AT THE JUNCTION OF WOODRIDGE ROAD LEADING
 BY2546'SOUTHEAST TO A SUBDIVISION, AT THE CARLTON BROOKS RESIDENCE, 61.0 M.
 BY2546'(200 FT.) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 39.0 M.
 BY2546'(128 FT.) WEST OF THE WEST CORNER OF THE HOUSE, 30 M. (98 FT.)
 BY2546'SOUTHWEST OF A POWERLINE POLE WITH TRANSFORMER, 8.2 M. (27.0 FT.)
 BY2546'EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.7 M. (9.0 FT.)
 BY2546'NORTHEAST OF THE CENTERLINE OF A PAVED PRIVATE DRIVE, 0.6 M. (2.0 FT.)
 BY2546'EAST-NORTHEAST OF A POWERLINE POLE WITH GUY WIRE.  DISK IS 12 CM.
 BY2546'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW
 BY2546'PLUG.
 BY2546'THE MARK IS 2.3 METERS  S FROM A WITNESS POST.
 BY2546'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1139 ***********************************************************************
 BZ1139  DESIGNATION -  X 1291
 BZ1139  PID         -  BZ1139
 BZ1139  STATE/COUNTY-  TX/LEON
 BZ1139  USGS QUAD   -  JEWETT (1982)
 BZ1139
 BZ1139                         *CURRENT SURVEY CONTROL
 BZ1139  ___________________________________________________________________
 BZ1139* NAD 83(1986)-  31 21 06.     (N)    096 09 01.     (W)     SCALED    
 BZ1139* NAVD 88     -       146.235  (meters)     479.77   (feet)  ADJUSTED  
 BZ1139  ___________________________________________________________________
 BZ1139  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ1139  DYNAMIC HT  -         146.054 (meters)     479.18  (feet)  COMP
 BZ1139  MODELED GRAV-     979,397.3   (mgal)                       NAVD 88
 BZ1139  OBS GRAVITY -     979,392.9   (mgal)                       GRAV_OBS
 BZ1139
 BZ1139  VERT ORDER  -  FIRST     CLASS II
 BZ1139
 BZ1139.The horizontal coordinates were scaled from a topographic map and have
 BZ1139.an estimated accuracy of +/- 6 seconds.
 BZ1139
 BZ1139.The orthometric height was determined by differential leveling
 BZ1139.and adjusted by the National Geodetic Survey in June 1991..
 BZ1139
 BZ1139.The geoid height was determined by GEOID03.
 BZ1139
 BZ1139.The dynamic height is computed by dividing the NAVD 88
 BZ1139.geopotential number by the normal gravity value computed on the
 BZ1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1139.degrees latitude (g = 980.6199 gals.).
 BZ1139
 BZ1139.The modeled gravity was interpolated from observed gravity values.
 BZ1139.The observed gravity was obtained from relative gravimeter ties
 BZ1139.to the IGSN71 gravity network.
 BZ1139
 BZ1139;                    North         East    Units  Estimated Accuracy
 BZ1139;SPC TX C     - 3,194,270.    1,097,890.      MT  (+/- 180 meters Scaled)
 BZ1139
 BZ1139                          SUPERSEDED SURVEY CONTROL
 BZ1139
 BZ1139.No superseded survey control is available for this station.
 BZ1139
 BZ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV711720(NAD 83)
 BZ1139_MARKER: DB = BENCH MARK DISK
 BZ1139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1139_SP_SET: OVERPASS CONCRETE PIER
 BZ1139_STAMPING: X 1291 1980
 BZ1139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1139+STABILITY: POSITION/ELEVATION WELL
 BZ1139
 BZ1139  HISTORY     - Date     Condition        Report By
 BZ1139  HISTORY     - 1980     MONUMENTED       NGS
 BZ1139
 BZ1139                          STATION DESCRIPTION
 BZ1139
 BZ1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1139'1.2 KM SW FROM JEWETT.
 BZ1139'1.2 KM. (0.75 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE POST
 BZ1139'OFFICE IN JEWETT, AT THE JUNCTION OF FARM ROAD 39, SET VERTICALLY IN
 BZ1139'THE NORTH FACE OF THE NORTHERNMOST ONE OF TWO PIERS ON THE WEST SIDE
 BZ1139'OF HIGHWAY 79, 6.4 M. (21.0 FT.) WEST OF THE CENTERLINE OF THE
 BZ1139'HIGHWAY, 20.1 M. (66.0 FT.) NORTH OF THE NORTH END OF A CONCRETE
 BZ1139'CULVERT ON THE WEST SIDE OF THE HIGHWAY, 45.6 M. (149.5 FT.) SOUTH OF
 BZ1139'THE NORTH END OF THE WEST GUARDRAIL OF THE HIGHWAY.  NOTE-THIS BENCH
 BZ1139'MARK WAS SET IN A PIER WHICH HAS A FOUNDATION SUITABLE FOR A CLASS A
 BZ1139'BENCH MARK.  A STATE HIGHWAY DEPARTMENT ENGINEER WAS CONSULTED TO
 BZ1139'DETERMINE THE STABILITY OF THE FOUNDATION.
 BZ1139'THE MARK IS 1.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1146 ***********************************************************************
 BZ1146  DESIGNATION -  X 1294
 BZ1146  PID         -  BZ1146
 BZ1146  STATE/COUNTY-  TX/LIMESTONE
 BZ1146  USGS QUAD   -  TEAGUE SOUTH (1982)
 BZ1146
 BZ1146                         *CURRENT SURVEY CONTROL
 BZ1146  ___________________________________________________________________
 BZ1146* NAD 83(1986)-  31 30 59.     (N)    096 20 25.     (W)     SCALED    
 BZ1146* NAVD 88     -       131.418  (meters)     431.16   (feet)  ADJUSTED  
 BZ1146  ___________________________________________________________________
 BZ1146  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 BZ1146  DYNAMIC HT  -         131.259 (meters)     430.64  (feet)  COMP
 BZ1146  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 BZ1146
 BZ1146  VERT ORDER  -  FIRST     CLASS II
 BZ1146
 BZ1146.The horizontal coordinates were scaled from a topographic map and have
 BZ1146.an estimated accuracy of +/- 6 seconds.
 BZ1146
 BZ1146.The orthometric height was determined by differential leveling
 BZ1146.and adjusted by the National Geodetic Survey in June 1991..
 BZ1146
 BZ1146.The geoid height was determined by GEOID03.
 BZ1146
 BZ1146.The dynamic height is computed by dividing the NAVD 88
 BZ1146.geopotential number by the normal gravity value computed on the
 BZ1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1146.degrees latitude (g = 980.6199 gals.).
 BZ1146
 BZ1146.The modeled gravity was interpolated from observed gravity values.
 BZ1146
 BZ1146;                    North         East    Units  Estimated Accuracy
 BZ1146;SPC TX C     - 3,211,860.    1,079,170.      MT  (+/- 180 meters Scaled)
 BZ1146
 BZ1146                          SUPERSEDED SURVEY CONTROL
 BZ1146
 BZ1146.No superseded survey control is available for this station.
 BZ1146
 BZ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV525898(NAD 83)
 BZ1146_MARKER: I = METAL ROD
 BZ1146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1146_SP_SET: STAINLESS STEEL ROD
 BZ1146_STAMPING: X 1294 1980
 BZ1146_PROJECTION: FLUSH
 BZ1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1146_ROD/PIPE-DEPTH: 7.6  meters
 BZ1146
 BZ1146  HISTORY     - Date     Condition        Report By
 BZ1146  HISTORY     - 1980     MONUMENTED       NGS
 BZ1146
 BZ1146                          STATION DESCRIPTION
 BZ1146
 BZ1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1146'1.3 KM NW FROM PERSONVILLE.
 BZ1146'1.3 KM. (0.8 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1146'STATE HIGHWAY 164 IN PERSONVILLE, AT A METAL GATE AND A FIELD ROAD
 BZ1146'LEADING NORTHEAST TO A CORRAL, 160 M. (528 FT.) SOUTHEAST OF A ROAD
 BZ1146'CROSSING, 14.9 M. (49.0 FT.) NORTHEAST OF THE CENTERLINE OF THE FARM
 BZ1146'ROAD, 5.6 M. (18.5 FT.) NORTHWEST THE CENTER OF THE GATE AND THE FIELD
 BZ1146'ROAD, 0.2 M. (0.5 FT.) SOUTHWEST OF A FENCE, 8.5 M. (28.0 FT.)
 BZ1146'NORTH-NORTHEAST OF THE NORTHWEST END OF A 60-CM. CONCRETE CULVERT
 BZ1146'UNDER THE FIELD ROAD.  DATUM POINT IS 9 CM. BELOW GROUND, ACCESS TO
 BZ1146'WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1146'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BZ1146'THE MARK IS 0.4 M ABOVE THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1180 ***********************************************************************
 BZ1180  DESIGNATION -  X 1295
 BZ1180  PID         -  BZ1180
 BZ1180  STATE/COUNTY-  TX/HILL
 BZ1180  USGS QUAD   -  MALONE (1978)
 BZ1180
 BZ1180                         *CURRENT SURVEY CONTROL
 BZ1180  ___________________________________________________________________
 BZ1180* NAD 83(1986)-  31 56 45.     (N)    096 58 04.     (W)     SCALED    
 BZ1180* NAVD 88     -       170.362  (meters)     558.93   (feet)  ADJUSTED  
 BZ1180  ___________________________________________________________________
 BZ1180  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BZ1180  DYNAMIC HT  -         170.153 (meters)     558.24  (feet)  COMP
 BZ1180  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 BZ1180
 BZ1180  VERT ORDER  -  FIRST     CLASS II
 BZ1180
 BZ1180.The horizontal coordinates were scaled from a topographic map and have
 BZ1180.an estimated accuracy of +/- 6 seconds.
 BZ1180
 BZ1180.The orthometric height was determined by differential leveling
 BZ1180.and adjusted by the National Geodetic Survey in June 1991..
 BZ1180
 BZ1180.The geoid height was determined by GEOID03.
 BZ1180
 BZ1180.The dynamic height is computed by dividing the NAVD 88
 BZ1180.geopotential number by the normal gravity value computed on the
 BZ1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1180.degrees latitude (g = 980.6199 gals.).
 BZ1180
 BZ1180.The modeled gravity was interpolated from observed gravity values.
 BZ1180
 BZ1180;                    North         East    Units  Estimated Accuracy
 BZ1180;SPC TXNC     - 2,032,020.      744,870.      MT  (+/- 180 meters Scaled)
 BZ1180
 BZ1180                          SUPERSEDED SURVEY CONTROL
 BZ1180
 BZ1180.No superseded survey control is available for this station.
 BZ1180
 BZ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA920362(NAD 83)
 BZ1180_MARKER: I = METAL ROD
 BZ1180_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1180_SP_SET: STAINLESS STEEL ROD
 BZ1180_STAMPING: X 1295 1980
 BZ1180_PROJECTION: FLUSH
 BZ1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1180_ROD/PIPE-DEPTH: 6.1  meters
 BZ1180
 BZ1180  HISTORY     - Date     Condition        Report By
 BZ1180  HISTORY     - 1980     MONUMENTED       NGS
 BZ1180  HISTORY     - 19950408 GOOD             USPSQD
 BZ1180
 BZ1180                          STATION DESCRIPTION
 BZ1180
 BZ1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1180'8.25 KM NW FROM MALONE.
 BZ1180'8.0 KM. (4.95 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1180'OF FARM ROAD 308 IN MALONE, THENCE 0.25 KM. (0.15 MI.) SOUTHEAST ALONG
 BZ1180'A DIRT DRIVE LEADING TO A METAL BARN, 14.3 M. (47.0 FT.) SOUTHWEST OF
 BZ1180'THE CENTERLINE OF A DIRT ROAD RUNNING NORTHWEST AND SOUTHEAST, 14.3 M.
 BZ1180'(47.0 FT.) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD RUNNING
 BZ1180'NORTHEAST AND SOUTHWEST, 6.7 M. (22.0 FT.) NORTHWEST OF THE EAST
 BZ1180'CORNER OF AN IRON FENCE, 8.4 M. (27.5 FT.) SOUTHEAST OF THE NORTH
 BZ1180'CORNER OF THE BARN, 0.8 M. (2.5 FT.) NORTHWEST OF THE EAST CORNER OF
 BZ1180'THE BARN, 0.3 M. (1.0 FT.) NORTHEAST OF THE NORTHEAST FACE OF THE
 BZ1180'BARN.  DATUM POINT IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1180'THROUGH A 13-CM. LOGO CAP.
 BZ1180'THE MARK IS 0.6 METERS  ENE FROM A WITNESS POST.
 BZ1180'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 BZ1180
 BZ1180                          STATION RECOVERY (1995)
 BZ1180
 BZ1180'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2465 ***********************************************************************
 BY2465  DESIGNATION -  X 1296
 BY2465  PID         -  BY2465
 BY2465  STATE/COUNTY-  TX/ANDERSON
 BY2465  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2465
 BY2465                         *CURRENT SURVEY CONTROL
 BY2465  ___________________________________________________________________
 BY2465* NAD 83(1986)-  31 44 01.     (N)    095 37 31.     (W)     SCALED    
 BY2465* NAVD 88     -       172.484  (meters)     565.89   (feet)  ADJUSTED  
 BY2465  ___________________________________________________________________
 BY2465  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY2465  DYNAMIC HT  -         172.274 (meters)     565.20  (feet)  COMP
 BY2465  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 BY2465
 BY2465  VERT ORDER  -  FIRST     CLASS II
 BY2465
 BY2465.The horizontal coordinates were scaled from a topographic map and have
 BY2465.an estimated accuracy of +/- 6 seconds.
 BY2465
 BY2465.The orthometric height was determined by differential leveling
 BY2465.and adjusted by the National Geodetic Survey in June 1991..
 BY2465
 BY2465.The geoid height was determined by GEOID03.
 BY2465
 BY2465.The dynamic height is computed by dividing the NAVD 88
 BY2465.geopotential number by the normal gravity value computed on the
 BY2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2465.degrees latitude (g = 980.6199 gals.).
 BY2465
 BY2465.The modeled gravity was interpolated from observed gravity values.
 BY2465
 BY2465;                    North         East    Units  Estimated Accuracy
 BY2465;SPC TX C     - 3,238,580.    1,146,010.      MT  (+/- 180 meters Scaled)
 BY2465
 BY2465                          SUPERSEDED SURVEY CONTROL
 BY2465
 BY2465.No superseded survey control is available for this station.
 BY2465
 BY2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR512139(NAD 83)
 BY2465_MARKER: DB = BENCH MARK DISK
 BY2465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2465_SP_SET: STAINLESS STEEL ROD
 BY2465_STAMPING: X 1296 1980
 BY2465_PROJECTION: FLUSH
 BY2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2465_ROD/PIPE-DEPTH: 5.5  meters
 BY2465
 BY2465  HISTORY     - Date     Condition        Report By
 BY2465  HISTORY     - 1980     MONUMENTED       NGS
 BY2465  HISTORY     - 1990     GOOD             USPSQD
 BY2465
 BY2465                          STATION DESCRIPTION
 BY2465
 BY2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2465'IN PALESTINE.
 BY2465'IN PALESTINE, AT THE JUNCTION OF SOUTH LOOP 256 AND FARM ROAD 322,
 BY2465'75.6 M. (248 FT.) SOUTH OF THE CENTERLINE OF LOOP 256, 14.5 M.
 BY2465'(47.5 FT.) WEST OF THE CENTERLINE OF FARM ROAD 322, 6.0 M. (19.6 FT.)
 BY2465'NORTHWEST OF A RIGHT-OF-WAY MARKER AT A FENCE CORNER, 4.6 M.
 BY2465'(15.0 FT.) SOUTHWEST OF A POWERLINE POLE WITH TWO GUY WIRES, 0.3 M.
 BY2465'(1.0 FT.) NORTHEAST OF A FENCE, 13.7 M. (45.0 FT.) SOUTHEAST OF THE
 BY2465'CENTER OF A GATE AT A TRACK ROAD LEADING TO AN ABANDONED ROAD.  DISK
 BY2465'IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BY2465'PLASTIC SCREW PLUG.
 BY2465'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BY2465'THE MARK IS ABOVE LEVEL WITH FARM ROAD 322.
 BY2465
 BY2465                          STATION RECOVERY (1990)
 BY2465
 BY2465'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2444 ***********************************************************************
 BY2444  DESIGNATION -  X 1297
 BY2444  PID         -  BY2444
 BY2444  STATE/COUNTY-  TX/HOUSTON
 BY2444  USGS QUAD   -  GRAPELAND (1951)
 BY2444
 BY2444                         *CURRENT SURVEY CONTROL
 BY2444  ___________________________________________________________________
 BY2444* NAD 83(1986)-  31 27 58.     (N)    095 27 54.     (W)     SCALED    
 BY2444* NAVD 88     -       146.957  (meters)     482.14   (feet)  ADJUSTED  
 BY2444  ___________________________________________________________________
 BY2444  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BY2444  DYNAMIC HT  -         146.774 (meters)     481.54  (feet)  COMP
 BY2444  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 BY2444
 BY2444  VERT ORDER  -  FIRST     CLASS II
 BY2444
 BY2444.The horizontal coordinates were scaled from a topographic map and have
 BY2444.an estimated accuracy of +/- 6 seconds.
 BY2444
 BY2444.The orthometric height was determined by differential leveling
 BY2444.and adjusted by the National Geodetic Survey in June 1991..
 BY2444
 BY2444.The geoid height was determined by GEOID03.
 BY2444
 BY2444.The dynamic height is computed by dividing the NAVD 88
 BY2444.geopotential number by the normal gravity value computed on the
 BY2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2444.degrees latitude (g = 980.6199 gals.).
 BY2444
 BY2444.The modeled gravity was interpolated from observed gravity values.
 BY2444
 BY2444;                    North         East    Units  Estimated Accuracy
 BY2444;SPC TX C     - 3,209,600.    1,162,480.      MT  (+/- 180 meters Scaled)
 BY2444
 BY2444                          SUPERSEDED SURVEY CONTROL
 BY2444
 BY2444.No superseded survey control is available for this station.
 BY2444
 BY2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ657838(NAD 83)
 BY2444_MARKER: DB = BENCH MARK DISK
 BY2444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2444_SP_SET: STAINLESS STEEL ROD
 BY2444_STAMPING: X 1297 1980
 BY2444_PROJECTION: FLUSH
 BY2444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2444_ROD/PIPE-DEPTH: 6.1  meters
 BY2444
 BY2444  HISTORY     - Date     Condition        Report By
 BY2444  HISTORY     - 1980     MONUMENTED       NGS
 BY2444
 BY2444                          STATION DESCRIPTION
 BY2444
 BY2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2444'2.5 KM SOUTH FROM GRAPELAND.
 BY2444'2.5 KM. (1.55 MI.) SOUTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY2444'FROM THE JUNCTION OF FARM ROAD 2423 IN GRAPELAND, AT AN IRON GATE AND
 BY2444'SAND WOODS ROAD LEADING WEST, 14.6 M. (48.0 FT.) WEST OF THE
 BY2444'CENTERLINE OF U.S. HIGHWAY 287 SOUTHBOUND, 15.8 M. (52.0 FT.) SOUTH OF
 BY2444'THE CENTER OF THE IRON GATE, 14.9 M. (49.0 FT.) SOUTH OF THE
 BY2444'CENTERLINE OF THE ROAD, 13.3 M. (43.5 FT.) SOUTH-SOUTHWEST OF THE
 BY2444'SOUTH END OF A 50-CM. PIPE CULVERT, 1.9 M. (6.3 FT.) NORTH OF A 5-CM.
 BY2444'PINE TREE.  DISK IS 7 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2444'A 10-CM. PLASTIC SCREW PLUG.
 BY2444'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BY2444'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0292 ***********************************************************************
 CU0292  DESIGNATION -  X 13
 CU0292  PID         -  CU0292
 CU0292  STATE/COUNTY-  TX/MITCHELL
 CU0292  USGS QUAD   -  LORAINE (1969)
 CU0292
 CU0292                         *CURRENT SURVEY CONTROL
 CU0292  ___________________________________________________________________
 CU0292* NAD 83(1986)-  32 24 36.     (N)    100 43 17.     (W)     SCALED    
 CU0292* NAVD 88     -       688.471  (meters)    2258.76   (feet)  ADJUSTED  
 CU0292  ___________________________________________________________________
 CU0292  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CU0292  DYNAMIC HT  -         687.545 (meters)    2255.72  (feet)  COMP
 CU0292  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 CU0292
 CU0292  VERT ORDER  -  FIRST     CLASS II
 CU0292
 CU0292.The horizontal coordinates were scaled from a topographic map and have
 CU0292.an estimated accuracy of +/- 6 seconds.
 CU0292
 CU0292.The orthometric height was determined by differential leveling
 CU0292.and adjusted by the National Geodetic Survey in June 1991..
 CU0292.WARNING-Repeat measurements at this control monument indicate possible
 CU0292.vertical movement.
 CU0292
 CU0292.The geoid height was determined by GEOID03.
 CU0292
 CU0292.The dynamic height is computed by dividing the NAVD 88
 CU0292.geopotential number by the normal gravity value computed on the
 CU0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0292.degrees latitude (g = 980.6199 gals.).
 CU0292
 CU0292.The modeled gravity was interpolated from observed gravity values.
 CU0292
 CU0292;                    North         East    Units  Estimated Accuracy
 CU0292;SPC TXNC     - 2,084,640.      391,060.      MT  (+/- 180 meters Scaled)
 CU0292
 CU0292                          SUPERSEDED SURVEY CONTROL
 CU0292
 CU0292  NGVD 29 (??/??/92)  688.146  (m)         2257.69   (f) ADJ UNCH    1 2
 CU0292
 CU0292.Superseded values are not recommended for survey control.
 CU0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0292.See file dsdata.txt to determine how the superseded data were derived.
 CU0292
 CU0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA381871(NAD 83)
 CU0292_MARKER: P = PIPE CAP
 CU0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0292_STAMPING: X 13 ELEV 2257.722 FT
 CU0292_MARK LOGO: CGS   
 CU0292_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0292
 CU0292  HISTORY     - Date     Condition        Report By
 CU0292  HISTORY     - UNK      MONUMENTED       CGS
 CU0292  HISTORY     - 1956     GOOD             NGS
 CU0292  HISTORY     - 1982     GOOD             NGS
 CU0292
 CU0292                          STATION DESCRIPTION
 CU0292
 CU0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0292'0.5 MI W FROM LORAINE.
 CU0292'0.5 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0292'LORAINE, 2 POLES WEST OF MILEPOST 467, 40 FEET SOUTHWEST OF THE CENTER
 CU0292'LINE OF A ROAD, 28.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 CU0292'20.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 13.8
 CU0292'FEET NORTHEAST OF A TELEPHONE POLE, 1.4 FEET EAST OF A WITNESS POST,
 CU0292'SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.3 FOOT
 CU0292'ABOVE THE GROUND.
 CU0292
 CU0292                          STATION RECOVERY (1982)
 CU0292
 CU0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0292'IN LORAINE, AT THE INTERSECTION OF WASHINGTON STREET AND THE TEXAS AND
 CU0292'PACIFIC RAILROAD, 0.1 KM (0.05 MI) WEST OF MILEPOST 467, 12.3 METERS
 CU0292'(40.4 FT) WEST-SOUTHWEST OF THE CENTER OF THE STREET AND 4.8 METERS
 CU0292'(15.7 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CU0292'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0292'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2309 ***********************************************************************
 CS2309  DESIGNATION -  X 130
 CS2309  PID         -  CS2309
 CS2309  STATE/COUNTY-  TX/PARKER
 CS2309  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2309
 CS2309                         *CURRENT SURVEY CONTROL
 CS2309  ___________________________________________________________________
 CS2309* NAD 83(1986)-  32 45 28.     (N)    097 48 54.     (W)     SCALED    
 CS2309* NAVD 88     -       355.231  (meters)    1165.45   (feet)  ADJUSTED  
 CS2309  ___________________________________________________________________
 CS2309  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CS2309  DYNAMIC HT  -         354.796 (meters)    1164.03  (feet)  COMP
 CS2309  MODELED GRAV-     979,404.8   (mgal)                       NAVD 88
 CS2309
 CS2309  VERT ORDER  -  FIRST     CLASS II
 CS2309
 CS2309.The horizontal coordinates were scaled from a topographic map and have
 CS2309.an estimated accuracy of +/- 6 seconds.
 CS2309
 CS2309.The orthometric height was determined by differential leveling
 CS2309.and adjusted by the National Geodetic Survey in June 1991..
 CS2309
 CS2309.The geoid height was determined by GEOID03.
 CS2309
 CS2309.The dynamic height is computed by dividing the NAVD 88
 CS2309.geopotential number by the normal gravity value computed on the
 CS2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2309.degrees latitude (g = 980.6199 gals.).
 CS2309
 CS2309.The modeled gravity was interpolated from observed gravity values.
 CS2309
 CS2309;                    North         East    Units  Estimated Accuracy
 CS2309;SPC TXNC     - 2,121,200.      664,180.      MT  (+/- 180 meters Scaled)
 CS2309
 CS2309                          SUPERSEDED SURVEY CONTROL
 CS2309
 CS2309  NGVD 29 (??/??/92)  355.143  (m)         1165.16   (f) ADJ UNCH    1 2
 CS2309
 CS2309.Superseded values are not recommended for survey control.
 CS2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2309.See file dsdata.txt to determine how the superseded data were derived.
 CS2309
 CS2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB110250(NAD 83)
 CS2309_MARKER: DB = BENCH MARK DISK
 CS2309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2309_SP_SET: CULVERT
 CS2309_STAMPING: X 130 1952
 CS2309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2309
 CS2309  HISTORY     - Date     Condition        Report By
 CS2309  HISTORY     - 1952     MONUMENTED       CGS
 CS2309  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2309
 CS2309                          STATION DESCRIPTION
 CS2309
 CS2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS2309'1.05 MI W FROM WEATHERFORD.
 CS2309'1.05 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2309'WEATHERFORD, 0.05 MILE WEST OF ITS JUNCTION WITH U.S. HIGHWAY 180, 25
 CS2309'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 150 FEET WEST OF THE
 CS2309'CENTER LINE OF A PAVED ROAD LEADING SOUTH, SET IN THE TOP OF THE EAST
 CS2309'END OF THE SOUTH HEADWALL OF A 4X4 FOOT CONCRETE CULVERT.
 CS2309
 CS2309                          STATION RECOVERY (1997)
 CS2309
 CS2309'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2310 ***********************************************************************
 CS2310  DESIGNATION -  X 130 RESET 1963
 CS2310  PID         -  CS2310
 CS2310  STATE/COUNTY-  TX/PARKER
 CS2310  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2310
 CS2310                         *CURRENT SURVEY CONTROL
 CS2310  ___________________________________________________________________
 CS2310* NAD 83(1986)-  32 45 28.     (N)    097 48 54.     (W)     SCALED    
 CS2310* NAVD 88     -       353.01   (+/-2cm)    1158.2    (feet)  VERTCON   
 CS2310  ___________________________________________________________________
 CS2310  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CS2310
 CS2310  VERT ORDER  -  THIRD (See Below)
 CS2310
 CS2310.The horizontal coordinates were scaled from a topographic map and have
 CS2310.an estimated accuracy of +/- 6 seconds.
 CS2310
 CS2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2310.The vertical order pertains to the NGVD 29 superseded value.
 CS2310
 CS2310.The geoid height was determined by GEOID03.
 CS2310
 CS2310;                    North         East    Units  Estimated Accuracy
 CS2310;SPC TXNC     - 2,121,200.      664,180.      MT  (+/- 180 meters Scaled)
 CS2310
 CS2310                          SUPERSEDED SURVEY CONTROL
 CS2310
 CS2310  NGVD 29 (??/??/??)  352.92   (m)         1157.9    (f) RESET       3  
 CS2310
 CS2310.Superseded values are not recommended for survey control.
 CS2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2310.See file dsdata.txt to determine how the superseded data were derived.
 CS2310
 CS2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB110250(NAD 83)
 CS2310_MARKER: DB = BENCH MARK DISK
 CS2310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2310_SP_SET: WATER INLET
 CS2310_STAMPING: X 130 RESET 1963
 CS2310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2310
 CS2310  HISTORY     - Date     Condition        Report By
 CS2310  HISTORY     - 1963     MONUMENTED       CGS
 CS2310  HISTORY     - 19970524 GOOD             USPSQD
 CS2310  HISTORY     - 20020317 GOOD             USPSQD
 CS2310  HISTORY     - 20040327 GOOD             USPSQD
 CS2310
 CS2310                          STATION DESCRIPTION
 CS2310
 CS2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CS2310'1.05 MI W FROM WEATHERFORD.
 CS2310'ABOUT 1.05 MILES WEST ALONG U. S. HIGHWAYS 80-180 FROM THE COURTHOUSE
 CS2310'IN WEATHERFORD, PARKER COUNTY, THENCE 0.05 MILE WESTERLY ALONG U. S.
 CS2310'HIGHWAY 180 FROM ITS JUNCTION WITH U.S. HIGHWAY 80 TO BENCH MARK ON
 CS2310'THE LEFT, 124 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 80, 83
 CS2310'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 180, 128 FEET EAST OF
 CS2310'THE NORTHEAST CORNER OF JORDANS RESTAURANT, IN THE SOUTHEAST CORNER OF
 CS2310'A WATER INLET WHICH IS IN PROLONGATION OF THE NORTH SIDE OF JORDANS
 CS2310'RESTAURANT.  A STANDARD DISK STAMPED X 130 RESET 1963 IS CEMENTED IN A
 CS2310'DRILL HOLE IN THE
 CS2310
 CS2310                          STATION RECOVERY (1997)
 CS2310
 CS2310'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2310'RECOVERED IN GOOD CONDITION.
 CS2310
 CS2310                          STATION RECOVERY (2002)
 CS2310
 CS2310'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2310'RECOVERED IN GOOD CONDITION.
 CS2310
 CS2310                          STATION RECOVERY (2004)
 CS2310
 CS2310'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1112 ***********************************************************************
 BZ1112  DESIGNATION -  X 1300
 BZ1112  PID         -  BZ1112
 BZ1112  STATE/COUNTY-  TX/BELL
 BZ1112  USGS QUAD   -  MOODY (1993)
 BZ1112
 BZ1112                         *CURRENT SURVEY CONTROL
 BZ1112  ___________________________________________________________________
 BZ1112* NAD 83(1986)-  31 16 01.     (N)    097 16 08.     (W)     SCALED    
 BZ1112* NAVD 88     -       195.264  (meters)     640.63   (feet)  ADJUSTED  
 BZ1112  ___________________________________________________________________
 BZ1112  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BZ1112  DYNAMIC HT  -         195.008 (meters)     639.79  (feet)  COMP
 BZ1112  MODELED GRAV-     979,327.6   (mgal)                       NAVD 88
 BZ1112
 BZ1112  VERT ORDER  -  FIRST     CLASS II
 BZ1112
 BZ1112.The horizontal coordinates were scaled from a topographic map and have
 BZ1112.an estimated accuracy of +/- 6 seconds.
 BZ1112
 BZ1112.The orthometric height was determined by differential leveling
 BZ1112.and adjusted by the National Geodetic Survey in June 1991..
 BZ1112
 BZ1112.The geoid height was determined by GEOID03.
 BZ1112
 BZ1112.The dynamic height is computed by dividing the NAVD 88
 BZ1112.geopotential number by the normal gravity value computed on the
 BZ1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1112.degrees latitude (g = 980.6199 gals.).
 BZ1112
 BZ1112.The modeled gravity was interpolated from observed gravity values.
 BZ1112
 BZ1112;                    North         East    Units  Estimated Accuracy
 BZ1112;SPC TX C     - 3,181,420.      991,780.      MT  (+/- 180 meters Scaled)
 BZ1112
 BZ1112                          SUPERSEDED SURVEY CONTROL
 BZ1112
 BZ1112.No superseded survey control is available for this station.
 BZ1112
 BZ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV648604(NAD 83)
 BZ1112_MARKER: DB = BENCH MARK DISK
 BZ1112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BZ1112_SP_SET: BRIDGE
 BZ1112_STAMPING: X 1300 1980
 BZ1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1112
 BZ1112  HISTORY     - Date     Condition        Report By
 BZ1112  HISTORY     - 1980     MONUMENTED       NGS
 BZ1112  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 BZ1112  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1112  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1112
 BZ1112                          STATION DESCRIPTION
 BZ1112
 BZ1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1112'3.4 KM SW FROM EDDY.
 BZ1112'3.4 KM. (2.1 MI.) SOUTHWEST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BZ1112'35 FROM THE JUNCTION OF FARM ROAD 107 AND TEXAS HIGHWAY 7 IN EDDY, IN
 BZ1112'TOP OF THE NORTHEAST CORNER OF THE NORTHBOUND I-35 BRIDGE OVER DEER
 BZ1112'CREEK, 8.8 M. (29.0 FT.) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 BZ1112'7.0 M. (23.0 FT.) EAST OF THE CENTERLINE OF I-35 NORTHBOUND, 2.2 M.
 BZ1112'(7.2 FT.) SOUTH OF THE NORTHEAST CORNER OF THE BRIDGE.  NOTE-THE TEXAS
 BZ1112'DEPARTMENT OF HIGHWAYS ENGINEERS STATE THAT THIS BRIDGE IS SETTING ON
 BZ1112'SOLID ROCK.
 BZ1112'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 BZ1112
 BZ1112                          STATION RECOVERY (1991)
 BZ1112
 BZ1112'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1112'MARK NOT FOUND.
 BZ1112
 BZ1112                          STATION RECOVERY (1995)
 BZ1112
 BZ1112'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1112'MARK NOT FOUND.
 BZ1112
 BZ1112                          STATION RECOVERY (2001)
 BZ1112
 BZ1112'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1074 ***********************************************************************
 BZ1074  DESIGNATION -  X 1301
 BZ1074  PID         -  BZ1074
 BZ1074  STATE/COUNTY-  TX/MCLENNAN
 BZ1074  USGS QUAD   -  ELM MOTT (1975)
 BZ1074
 BZ1074                         *CURRENT SURVEY CONTROL
 BZ1074  ___________________________________________________________________
 BZ1074* NAD 83(1986)-  31 41 47.     (N)    097 06 07.     (W)     SCALED    
 BZ1074* NAVD 88     -       172.412  (meters)     565.65   (feet)  ADJUSTED  
 BZ1074  ___________________________________________________________________
 BZ1074  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BZ1074  DYNAMIC HT  -         172.197 (meters)     564.95  (feet)  COMP
 BZ1074  MODELED GRAV-     979,389.1   (mgal)                       NAVD 88
 BZ1074
 BZ1074  VERT ORDER  -  FIRST     CLASS II
 BZ1074
 BZ1074.The horizontal coordinates were scaled from a topographic map and have
 BZ1074.an estimated accuracy of +/- 6 seconds.
 BZ1074
 BZ1074.The orthometric height was determined by differential leveling
 BZ1074.and adjusted by the National Geodetic Survey in June 1991..
 BZ1074
 BZ1074.The geoid height was determined by GEOID03.
 BZ1074
 BZ1074.The dynamic height is computed by dividing the NAVD 88
 BZ1074.geopotential number by the normal gravity value computed on the
 BZ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1074.degrees latitude (g = 980.6199 gals.).
 BZ1074
 BZ1074.The modeled gravity was interpolated from observed gravity values.
 BZ1074
 BZ1074;                    North         East    Units  Estimated Accuracy
 BZ1074;SPC TX C     - 3,229,460.    1,006,290.      MT  (+/- 180 meters Scaled)
 BZ1074
 BZ1074                          SUPERSEDED SURVEY CONTROL
 BZ1074
 BZ1074.No superseded survey control is available for this station.
 BZ1074
 BZ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA798083(NAD 83)
 BZ1074_MARKER: I = METAL ROD
 BZ1074_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1074_SP_SET: STAINLESS STEEL ROD
 BZ1074_STAMPING: X 1301 1980
 BZ1074_PROJECTION: FLUSH
 BZ1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1074+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 BZ1074_ROD/PIPE-DEPTH: 7.6  meters
 BZ1074
 BZ1074  HISTORY     - Date     Condition        Report By
 BZ1074  HISTORY     - 1980     MONUMENTED       NGS
 BZ1074  HISTORY     - 19910511 GOOD             USPSQD
 BZ1074  HISTORY     - 19950715 GOOD             USPSQD
 BZ1074  HISTORY     - 20010317 GOOD             USPSQD
 BZ1074  HISTORY     - 20031011 GOOD             USPSQD
 BZ1074  HISTORY     - 20050406 GOOD             HALFF
 BZ1074
 BZ1074                          STATION DESCRIPTION
 BZ1074
 BZ1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1074'2.9 KM NORTH FROM ELM MOTT.
 BZ1074'2.9 KM. (1.8 MI.) NORTH ALONG THE FRONTAGE ROAD WHICH PARALLELS
 BZ1074'INTERSTATE 35 ON THE WEST SIDE FROM THE JUNCTION OF FARM ROAD 308 IN
 BZ1074'ELM MOTT, WEST AND ACROSS THE FRONTAGE ROAD FROM A ROADSIDE PICNIC
 BZ1074'AREA, 11.6 M. (37.9 FT.) WEST OF THE CENTERLINE OF THE ROAD, 17.8 M.
 BZ1074'(58.3 FT.) NORTH OF A PAVED ROAD TO THE CITY WRECKING COMPANY, 0.3 M.
 BZ1074'(1.0 FT.) NORTH OF A CHAIN LINK FENCE, 13.6 M. (44.7 FT.) NORTH OF A
 BZ1074'CHAIN LINK FENCE CORNER POST.  DATUM POINT IS 4 CM. BELOW GROUND,
 BZ1074'ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1074'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BZ1074'THE MARK IS 0.3 M BELOW THE ROAD.
 BZ1074
 BZ1074                          STATION RECOVERY (1991)
 BZ1074
 BZ1074'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1074'RECOVERED IN GOOD CONDITION.
 BZ1074
 BZ1074                          STATION RECOVERY (1995)
 BZ1074
 BZ1074'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1074'RECOVERED IN GOOD CONDITION.
 BZ1074
 BZ1074                          STATION RECOVERY (2001)
 BZ1074
 BZ1074'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1074'RECOVERED IN GOOD CONDITION.
 BZ1074
 BZ1074                          STATION RECOVERY (2003)
 BZ1074
 BZ1074'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1074'RECOVERED IN GOOD CONDITION.
 BZ1074
 BZ1074                          STATION RECOVERY (2005)
 BZ1074
 BZ1074'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2005 (GSK)
 BZ1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1101 ***********************************************************************
 BZ1101  DESIGNATION -  X 1302
 BZ1101  PID         -  BZ1101
 BZ1101  STATE/COUNTY-  TX/MCLENNAN
 BZ1101  USGS QUAD   -  LORENA (1993)
 BZ1101
 BZ1101                         *CURRENT SURVEY CONTROL
 BZ1101  ___________________________________________________________________
 BZ1101* NAD 83(1986)-  31 23 31.     (N)    097 12 37.     (W)     SCALED    
 BZ1101* NAVD 88     -       186.728  (meters)     612.62   (feet)  ADJUSTED  
 BZ1101  ___________________________________________________________________
 BZ1101  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BZ1101  DYNAMIC HT  -         186.487 (meters)     611.83  (feet)  COMP
 BZ1101  MODELED GRAV-     979,348.7   (mgal)                       NAVD 88
 BZ1101
 BZ1101  VERT ORDER  -  FIRST     CLASS II
 BZ1101
 BZ1101.The horizontal coordinates were scaled from a topographic map and have
 BZ1101.an estimated accuracy of +/- 6 seconds.
 BZ1101
 BZ1101.The orthometric height was determined by differential leveling
 BZ1101.and adjusted by the National Geodetic Survey in June 1991..
 BZ1101
 BZ1101.The geoid height was determined by GEOID03.
 BZ1101
 BZ1101.The dynamic height is computed by dividing the NAVD 88
 BZ1101.geopotential number by the normal gravity value computed on the
 BZ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1101.degrees latitude (g = 980.6199 gals.).
 BZ1101
 BZ1101.The modeled gravity was interpolated from observed gravity values.
 BZ1101
 BZ1101;                    North         East    Units  Estimated Accuracy
 BZ1101;SPC TX C     - 3,195,430.      996,970.      MT  (+/- 180 meters Scaled)
 BZ1101
 BZ1101                          SUPERSEDED SURVEY CONTROL
 BZ1101
 BZ1101.No superseded survey control is available for this station.
 BZ1101
 BZ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV701744(NAD 83)
 BZ1101_MARKER: DB = BENCH MARK DISK
 BZ1101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BZ1101_SP_SET: HEADWALL
 BZ1101_STAMPING: X 1302 1980
 BZ1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1101+STABILITY: SURFACE MOTION
 BZ1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1101+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1101
 BZ1101  HISTORY     - Date     Condition        Report By
 BZ1101  HISTORY     - 1980     MONUMENTED       NGS
 BZ1101  HISTORY     - 19910424 GOOD             USPSQD
 BZ1101  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1101  HISTORY     - 20010317 GOOD             USPSQD
 BZ1101  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1101  HISTORY     - 20050727 GOOD             USPSQD
 BZ1101
 BZ1101                          STATION DESCRIPTION
 BZ1101
 BZ1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1101'1.3 KM NORTH FROM LORENA.
 BZ1101'1.3 KM. (0.8 MI.) NORTH ALONG THE FRONTAGE ROAD (J.H. KULTGEN
 BZ1101'EXPRESSWAY) ON THE WEST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF
 BZ1101'FARM ROAD 2837 IN LORENA, 0.25 KM. (0.15 MI.) SOUTH OF AN OVERPASS
 BZ1101'OVER I-35, IN TOP AND CENTER OF THE EAST HEADWALL OF A 4.2-M. BY
 BZ1101'0.9-M. CULVERT, 6.8 M. (22.2 FT.) NORTH OF THE SOUTH END OF THE
 BZ1101'HEADWALL, 8.1 M. (26.6 FT.) EAST OF THE CENTERLINE OF THE FRONTAGE
 BZ1101'ROAD.  NOTE-BENCH MARK WAS SET IN HEADWALL DUE TO SURFACE LEVELS OF
 BZ1101'HARD LIMESTONE IN AREA, REQUIRED DEPTH FOR ROD MARKS IN THIS AREA WAS
 BZ1101'UNATAINABLE.
 BZ1101'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BZ1101
 BZ1101                          STATION RECOVERY (1991)
 BZ1101
 BZ1101'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1101'RECOVERED IN GOOD CONDITION.
 BZ1101
 BZ1101                          STATION RECOVERY (1995)
 BZ1101
 BZ1101'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1101'MARK NOT FOUND.
 BZ1101
 BZ1101                          STATION RECOVERY (2001)
 BZ1101
 BZ1101'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1101'RECOVERED IN GOOD CONDITION.
 BZ1101
 BZ1101                          STATION RECOVERY (2003)
 BZ1101
 BZ1101'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1101'MARK NOT FOUND.
 BZ1101
 BZ1101                          STATION RECOVERY (2005)
 BZ1101
 BZ1101'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0783 ***********************************************************************
 BM0783  DESIGNATION -  X 1303
 BM0783  PID         -  BM0783
 BM0783  STATE/COUNTY-  TX/WILLIAMSON
 BM0783  USGS QUAD   -  GRANGER (1988)
 BM0783
 BM0783                         *CURRENT SURVEY CONTROL
 BM0783  ___________________________________________________________________
 BM0783* NAD 83(1986)-  30 42 20.     (N)    097 28 12.     (W)     SCALED    
 BM0783* NAVD 88     -       179.624  (meters)     589.32   (feet)  ADJUSTED  
 BM0783  ___________________________________________________________________
 BM0783  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BM0783  DYNAMIC HT  -         179.384 (meters)     588.53  (feet)  COMP
 BM0783  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 BM0783
 BM0783  VERT ORDER  -  FIRST     CLASS II
 BM0783
 BM0783.The horizontal coordinates were scaled from a topographic map and have
 BM0783.an estimated accuracy of +/- 6 seconds.
 BM0783
 BM0783.The orthometric height was determined by differential leveling
 BM0783.and adjusted by the National Geodetic Survey in June 1991..
 BM0783
 BM0783.The geoid height was determined by GEOID03.
 BM0783
 BM0783.The dynamic height is computed by dividing the NAVD 88
 BM0783.geopotential number by the normal gravity value computed on the
 BM0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0783.degrees latitude (g = 980.6199 gals.).
 BM0783
 BM0783.The modeled gravity was interpolated from observed gravity values.
 BM0783
 BM0783;                    North         East    Units  Estimated Accuracy
 BM0783;SPC TX C     - 3,118,700.      974,240.      MT  (+/- 180 meters Scaled)
 BM0783
 BM0783                          SUPERSEDED SURVEY CONTROL
 BM0783
 BM0783.No superseded survey control is available for this station.
 BM0783
 BM0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU465979(NAD 83)
 BM0783_MARKER: I = METAL ROD
 BM0783_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0783_SP_SET: STAINLESS STEEL ROD
 BM0783_STAMPING: X 1303 1980
 BM0783_MARK LOGO: NGS   
 BM0783_PROJECTION: FLUSH
 BM0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0783+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0783_ROD/PIPE-DEPTH: 7.6  meters
 BM0783
 BM0783  HISTORY     - Date     Condition        Report By
 BM0783  HISTORY     - 1980     MONUMENTED       NGS
 BM0783  HISTORY     - 1990     GOOD             USPSQD
 BM0783  HISTORY     - 19991231 GOOD             USPSQD
 BM0783  HISTORY     - 20050724 GOOD             USPSQD
 BM0783
 BM0783                          STATION DESCRIPTION
 BM0783
 BM0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0783'2.9 KM (1.8 MI) SW FROM GRANGER.
 BM0783'2.9 KM (1.8 MI) SOUTHWEST ALONG FARM ROAD 971 FROM THE JUNCTION OF
 BM0783'STATE HIGHWAY 95 IN GRANGER, AT THE JUNCTION OF FARM ROAD 335 LEADING
 BM0783'NORTHWEST, 18.3 METERS (60.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 BM0783'THE FARM ROAD, 19.2 METERS (63.0 FT) EAST-NORTHEAST OF THE CENTERLINE
 BM0783'OF THE COUNTY ROAD, 12.8 METERS (42.0 FT) EAST-NORTHEAST OF A
 BM0783'POWERLINE POLE, 12.6 METERS (41.5 FT) EAST-NORTHEAST OF A CORNER FENCE
 BM0783'POST, 0.8 METER (2.5 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 0.3 METER
 BM0783'(1.0 FT) SOUTH-SOUTHEAST OF A FENCE.
 BM0783'THE MARK IS 0.45 METERS  ENE FROM A WITNESS POST.
 BM0783'THE MARK IS 0.3 M BELOW FARM ROAD 971.
 BM0783
 BM0783                          STATION RECOVERY (1990)
 BM0783
 BM0783'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0783'RECOVERED IN GOOD CONDITION.
 BM0783
 BM0783                          STATION RECOVERY (1999)
 BM0783
 BM0783'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0783'RECOVERED IN GOOD CONDITION.
 BM0783
 BM0783                          STATION RECOVERY (2005)
 BM0783
 BM0783'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0806 ***********************************************************************
 BM0806  DESIGNATION -  X 1304
 BM0806  PID         -  BM0806
 BM0806  STATE/COUNTY-  TX/TRAVIS
 BM0806  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0806
 BM0806                         *CURRENT SURVEY CONTROL
 BM0806  ___________________________________________________________________
 BM0806* NAD 83(1986)-  30 28 10.     (N)    097 40 14.     (W)     SCALED    
 BM0806* NAVD 88     -       248.208  (meters)     814.33   (feet)  ADJUSTED  
 BM0806  ___________________________________________________________________
 BM0806  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BM0806  DYNAMIC HT  -         247.871 (meters)     813.22  (feet)  COMP
 BM0806  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 BM0806
 BM0806  VERT ORDER  -  FIRST     CLASS II
 BM0806
 BM0806.The horizontal coordinates were scaled from a topographic map and have
 BM0806.an estimated accuracy of +/- 6 seconds.
 BM0806
 BM0806.The orthometric height was determined by differential leveling
 BM0806.and adjusted by the National Geodetic Survey in June 1991..
 BM0806
 BM0806.The geoid height was determined by GEOID03.
 BM0806
 BM0806.The dynamic height is computed by dividing the NAVD 88
 BM0806.geopotential number by the normal gravity value computed on the
 BM0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0806.degrees latitude (g = 980.6199 gals.).
 BM0806
 BM0806.The modeled gravity was interpolated from observed gravity values.
 BM0806
 BM0806;                    North         East    Units  Estimated Accuracy
 BM0806;SPC TX C     - 3,092,050.      955,660.      MT  (+/- 180 meters Scaled)
 BM0806
 BM0806                          SUPERSEDED SURVEY CONTROL
 BM0806
 BM0806.No superseded survey control is available for this station.
 BM0806
 BM0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU276715(NAD 83)
 BM0806_MARKER: DB = BENCH MARK DISK
 BM0806_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BM0806_SP_SET: CONCRETE CULVERT HEADWALL
 BM0806_STAMPING: X 1304 1980
 BM0806_MARK LOGO: NGS   
 BM0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0806+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0806
 BM0806  HISTORY     - Date     Condition        Report By
 BM0806  HISTORY     - 1980     MONUMENTED       NGS
 BM0806  HISTORY     - 1990     GOOD             USPSQD
 BM0806  HISTORY     - 20010224 GOOD             USPSQD
 BM0806  HISTORY     - 20030308 GOOD             USPSQD
 BM0806  HISTORY     - 20050724 GOOD             USPSQD
 BM0806
 BM0806                          STATION DESCRIPTION
 BM0806
 BM0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0806'5.05 KM (3.15 MI) SOUTH FROM ROUND ROCK.
 BM0806'3.55 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0806'JUNCTION OF RANCH ROAD 620 WEST IN ROUND ROCK, THENCE 1.5 KM (0.95 MI)
 BM0806'SOUTH ALONG THE THE WEST FRONTAGE ROAD OF INTERSTATE 35, 48.8 METERS
 BM0806'(160 FT) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 16.5 METERS
 BM0806'(54.0 FT) WEST OF THE CENTERLINE OF INTERSTATE 35 SOUTHBOUND, IN TOP
 BM0806'AND 1.5 METERS (5.0 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE
 BM0806'HEADWALL OF A 4-CHANNEL BOX CULVERT UNDER INTERSTATE 35 SOUTHBOUND.
 BM0806'NOTE-CULVERT IS SETTING ON AUSTIN CHALK.
 BM0806'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BM0806'THE MARK IS 3.5 M BELOW THE INTERSTATE HIGHWAY.
 BM0806
 BM0806                          STATION RECOVERY (1990)
 BM0806
 BM0806'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0806'RECOVERED IN GOOD CONDITION.
 BM0806
 BM0806                          STATION RECOVERY (2001)
 BM0806
 BM0806'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 BM0806'RECOVERED IN GOOD CONDITION.
 BM0806
 BM0806                          STATION RECOVERY (2003)
 BM0806
 BM0806'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0806'RECOVERED IN GOOD CONDITION.
 BM0806
 BM0806                          STATION RECOVERY (2005)
 BM0806
 BM0806'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0806'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0745 ***********************************************************************
 BM0745  DESIGNATION -  X 1305
 BM0745  PID         -  BM0745
 BM0745  STATE/COUNTY-  TX/HAYS
 BM0745  USGS QUAD   -  BUDA (1994)
 BM0745
 BM0745                         *CURRENT SURVEY CONTROL
 BM0745  ___________________________________________________________________
 BM0745* NAD 83(1986)-  30 01 27.     (N)    097 51 07.     (W)     SCALED    
 BM0745* NAVD 88     -       221.690  (meters)     727.33   (feet)  ADJUSTED  
 BM0745  ___________________________________________________________________
 BM0745  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0745  DYNAMIC HT  -         221.379 (meters)     726.31  (feet)  COMP
 BM0745  MODELED GRAV-     979,234.6   (mgal)                       NAVD 88
 BM0745
 BM0745  VERT ORDER  -  FIRST     CLASS II
 BM0745
 BM0745.The horizontal coordinates were scaled from a topographic map and have
 BM0745.an estimated accuracy of +/- 6 seconds.
 BM0745
 BM0745.The orthometric height was determined by differential leveling
 BM0745.and adjusted by the National Geodetic Survey in June 1991..
 BM0745
 BM0745.The geoid height was determined by GEOID03.
 BM0745
 BM0745.The dynamic height is computed by dividing the NAVD 88
 BM0745.geopotential number by the normal gravity value computed on the
 BM0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0745.degrees latitude (g = 980.6199 gals.).
 BM0745
 BM0745.The modeled gravity was interpolated from observed gravity values.
 BM0745
 BM0745;                    North         East    Units  Estimated Accuracy
 BM0745;SPC TXSC     - 4,243,350.      710,740.      MT  (+/- 180 meters Scaled)
 BM0745
 BM0745                          SUPERSEDED SURVEY CONTROL
 BM0745
 BM0745.No superseded survey control is available for this station.
 BM0745
 BM0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU107220(NAD 83)
 BM0745_MARKER: I = METAL ROD
 BM0745_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0745_SP_SET: STAINLESS STEEL ROD
 BM0745_STAMPING: X 1305 1980
 BM0745_MARK LOGO: NGS   
 BM0745_PROJECTION: RECESSED 3 CENTIMETERS
 BM0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0745_ROD/PIPE-DEPTH: 2.4  meters
 BM0745
 BM0745  HISTORY     - Date     Condition        Report By
 BM0745  HISTORY     - 1980     MONUMENTED       NGS
 BM0745  HISTORY     - 1990     GOOD             USPSQD
 BM0745  HISTORY     - 19910116 GOOD             USPSQD
 BM0745  HISTORY     - 19910828 GOOD             USPSQD
 BM0745  HISTORY     - 19930808 GOOD             USPSQD
 BM0745  HISTORY     - 19950726 GOOD             USPSQD
 BM0745  HISTORY     - 19990925 GOOD             USPSQD
 BM0745
 BM0745                          STATION DESCRIPTION
 BM0745
 BM0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0745'4.7 KM (2.9 MI) NE FROM KYLE.
 BM0745'4.7 KM (2.9 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BM0745'35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE, AT A GUYED POWERLINE
 BM0745'POLE WITH A TRANSFORMER, 18.1 METERS (59.5 FT) EAST OF THE CENTERLINE
 BM0745'OF THE FRONTAGE ROAD, 1.5 METERS (5.0 FT) SOUTHWEST OF THE POWERLINE
 BM0745'POLE, 3.7 METERS (12.0 FT) NORTH OF THE WESTERNMOST ONE OF SEVEN POLES
 BM0745'SUPPORTING A BILLBOARD, 0.3 METER (1.0 FT) WEST OF A NORTH-SOUTH
 BM0745'FENCE.  NOTE-ROD DRIVEN TO REFUSAL.
 BM0745'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 BM0745'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 BM0745
 BM0745                          STATION RECOVERY (1990)
 BM0745
 BM0745'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0745'RECOVERED IN GOOD CONDITION.
 BM0745
 BM0745                          STATION RECOVERY (1991)
 BM0745
 BM0745'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0745'RECOVERED IN GOOD CONDITION.
 BM0745
 BM0745                          STATION RECOVERY (1991)
 BM0745
 BM0745'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0745'RECOVERED IN GOOD CONDITION.
 BM0745
 BM0745                          STATION RECOVERY (1993)
 BM0745
 BM0745'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BM0745'RECOVERED IN GOOD CONDITION.
 BM0745
 BM0745                          STATION RECOVERY (1995)
 BM0745
 BM0745'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0745'RECOVERED IN GOOD CONDITION.
 BM0745
 BM0745                          STATION RECOVERY (1999)
 BM0745
 BM0745'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2439 ***********************************************************************
 AX2439  DESIGNATION -  X 1306
 AX2439  PID         -  AX2439
 AX2439  STATE/COUNTY-  TX/HAYS
 AX2439  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2439
 AX2439                         *CURRENT SURVEY CONTROL
 AX2439  ___________________________________________________________________
 AX2439* NAD 83(1986)-  29 49 02.     (N)    097 59 55.     (W)     SCALED    
 AX2439* NAVD 88     -       200.920  (meters)     659.18   (feet)  ADJUSTED  
 AX2439  ___________________________________________________________________
 AX2439  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AX2439  DYNAMIC HT  -         200.635 (meters)     658.25  (feet)  COMP
 AX2439  MODELED GRAV-     979,222.2   (mgal)                       NAVD 88
 AX2439
 AX2439  VERT ORDER  -  FIRST     CLASS II
 AX2439
 AX2439.The horizontal coordinates were scaled from a topographic map and have
 AX2439.an estimated accuracy of +/- 6 seconds.
 AX2439
 AX2439.The orthometric height was determined by differential leveling
 AX2439.and adjusted by the National Geodetic Survey in June 1991..
 AX2439
 AX2439.The geoid height was determined by GEOID03.
 AX2439
 AX2439.The dynamic height is computed by dividing the NAVD 88
 AX2439.geopotential number by the normal gravity value computed on the
 AX2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2439.degrees latitude (g = 980.6199 gals.).
 AX2439
 AX2439.The modeled gravity was interpolated from observed gravity values.
 AX2439
 AX2439;                    North         East    Units  Estimated Accuracy
 AX2439;SPC TXSC     - 4,220,280.      696,790.      MT  (+/- 180 meters Scaled)
 AX2439
 AX2439                          SUPERSEDED SURVEY CONTROL
 AX2439
 AX2439.No superseded survey control is available for this station.
 AX2439
 AX2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT967989(NAD 83)
 AX2439_MARKER: I = METAL ROD
 AX2439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2439_SP_SET: STAINLESS STEEL ROD
 AX2439_STAMPING: X 1306 1980
 AX2439_MARK LOGO: NGS   
 AX2439_PROJECTION: FLUSH
 AX2439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2439+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2439_ROD/PIPE-DEPTH: 6.3  meters
 AX2439
 AX2439  HISTORY     - Date     Condition        Report By
 AX2439  HISTORY     - 1980     MONUMENTED       NGS
 AX2439  HISTORY     - 1990     GOOD             USPSQD
 AX2439  HISTORY     - 19930808 GOOD             USPSQD
 AX2439  HISTORY     - 19990925 GOOD             USPSQD
 AX2439  HISTORY     - 20030517 GOOD             USPSQD
 AX2439
 AX2439                          STATION DESCRIPTION
 AX2439
 AX2439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2439'9.2 KM (5.7 MI) SW FROM SAN MARCOS.
 AX2439'9.2 KM (5.7 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AX2439'35 FROM THE JUNCTION OF LOOP 82 AND STATE HIGHWAY 123 IN SAN MARCOS,
 AX2439'AT THE POSEY ROAD OVERPASS NUMBER 16-76-60-3, 17.1 METERS (56.0 FT)
 AX2439'NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 14.9 METERS
 AX2439'(49.0 FT) SOUTHWEST OF THE SOUTHWEST END OF THE WEST OVERPASS BRIDGE
 AX2439'ABUTMENT, 1.3 METERS (4.2 FT) NORTHWEST OF A POWERLINE POLE AND
 AX2439'OVERHEAD POWERLINES WHICH CROSS THE HIGHWAY, 0.3 METER (1.0 FT) NORTH
 AX2439'OF A FENCE, 0.7 METER (2.2 FT) NORTHWEST OF A CORNER FENCE POST,
 AX2439'12.3 METERS (40.5 FT) WEST OF THE SOUTHWEST END OF A METAL GUARDRAIL.
 AX2439'NOTE-ROD DRIVEN TO REFUSAL.
 AX2439'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 AX2439'THE MARK IS 0.6 M ABOVE THE FRONTAGE ROAD.
 AX2439
 AX2439                          STATION RECOVERY (1990)
 AX2439
 AX2439'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AX2439'RECOVERED IN GOOD CONDITION.
 AX2439
 AX2439                          STATION RECOVERY (1993)
 AX2439
 AX2439'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2439'RECOVERED IN GOOD CONDITION.
 AX2439
 AX2439                          STATION RECOVERY (1999)
 AX2439
 AX2439'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2439'RECOVERED IN GOOD CONDITION.
 AX2439
 AX2439                          STATION RECOVERY (2003)
 AX2439
 AX2439'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1568 ***********************************************************************
 AY1568  DESIGNATION -  X 1307
 AY1568  PID         -  AY1568
 AY1568  STATE/COUNTY-  TX/COMAL
 AY1568  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY1568
 AY1568                         *CURRENT SURVEY CONTROL
 AY1568  ___________________________________________________________________
 AY1568* NAD 83(1986)-  29 42 01.     (N)    098 05 38.     (W)     SCALED    
 AY1568* NAVD 88     -       196.158  (meters)     643.56   (feet)  ADJUSTED  
 AY1568  ___________________________________________________________________
 AY1568  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AY1568  DYNAMIC HT  -         195.877 (meters)     642.64  (feet)  COMP
 AY1568  MODELED GRAV-     979,207.9   (mgal)                       NAVD 88
 AY1568
 AY1568  VERT ORDER  -  FIRST     CLASS II
 AY1568
 AY1568.The horizontal coordinates were scaled from a topographic map and have
 AY1568.an estimated accuracy of +/- 6 seconds.
 AY1568
 AY1568.The orthometric height was determined by differential leveling
 AY1568.and adjusted by the National Geodetic Survey in June 1991..
 AY1568
 AY1568.The geoid height was determined by GEOID03.
 AY1568
 AY1568.The dynamic height is computed by dividing the NAVD 88
 AY1568.geopotential number by the normal gravity value computed on the
 AY1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1568.degrees latitude (g = 980.6199 gals.).
 AY1568
 AY1568.The modeled gravity was interpolated from observed gravity values.
 AY1568
 AY1568;                    North         East    Units  Estimated Accuracy
 AY1568;SPC TXSC     - 4,207,250.      687,680.      MT  (+/- 180 meters Scaled)
 AY1568
 AY1568                          SUPERSEDED SURVEY CONTROL
 AY1568
 AY1568.No superseded survey control is available for this station.
 AY1568
 AY1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT876859(NAD 83)
 AY1568_MARKER: DB = BENCH MARK DISK
 AY1568_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1568_SP_SET: PIER
 AY1568_STAMPING: X 1307 1980
 AY1568_MARK LOGO: NGS   
 AY1568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1568+STABILITY: POSITION/ELEVATION WELL
 AY1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1568+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AY1568
 AY1568  HISTORY     - Date     Condition        Report By
 AY1568  HISTORY     - 1980     MONUMENTED       NGS
 AY1568  HISTORY     - 1989     GOOD             USPSQD
 AY1568  HISTORY     - 1990     GOOD             USPSQD
 AY1568  HISTORY     - 1990     GOOD             USPSQD
 AY1568  HISTORY     - 19990925 GOOD             USPSQD
 AY1568  HISTORY     - 20030517 GOOD             USPSQD
 AY1568  HISTORY     - 20060719 MARK NOT FOUND   USPSQD
 AY1568
 AY1568                          STATION DESCRIPTION
 AY1568
 AY1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1568'3.7 KM (2.3 MI) SE FROM NEW BRAUNFELS.
 AY1568'IN NEW BRAUNFELS, AT THE INTERSTATE 35 OVERPASS OVER STATE HIGHWAY 46,
 AY1568'SET VERTICALLY IN THE WEST FACE OF THE WESTERNMOST ONE OF THREE PIERS
 AY1568'OF THE NORTHERNMOST SET OF PIERS SUPPORTING THE OVERPASS, 2.0 METERS
 AY1568'(6.6 FT) NORTHEAST OF THE NORTH CURB OF THE WESTBOUND LANES OF HIGHWAY
 AY1568'46, 34.6 METERS (113.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AY1568'SOUTHBOUND FRONTAGE ROAD.  NOTE-THIS PIER IS RESTING ON A HARD BLUE
 AY1568'CLAY AND HAS A BELL FOOTING.
 AY1568'THE MARK IS 1.3 M ABOVE THE GROUND.
 AY1568
 AY1568                          STATION RECOVERY (1989)
 AY1568
 AY1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1568'RECOVERED IN GOOD CONDITION.
 AY1568
 AY1568                          STATION RECOVERY (1990)
 AY1568
 AY1568'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1568'RECOVERED IN GOOD CONDITION.
 AY1568
 AY1568                          STATION RECOVERY (1990)
 AY1568
 AY1568'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1568'RECOVERED IN GOOD CONDITION.
 AY1568
 AY1568                          STATION RECOVERY (1999)
 AY1568
 AY1568'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1568'RECOVERED IN GOOD CONDITION.
 AY1568
 AY1568                          STATION RECOVERY (2003)
 AY1568
 AY1568'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AY1568'RECOVERED IN GOOD CONDITION.
 AY1568
 AY1568                          STATION RECOVERY (2006)
 AY1568
 AY1568'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1568'MAJOR RECONSTRUCTION OF THIS OVERPASS IN PROGRESS.  DID HAVE ROUND
 AY1568'COLUMNS AND NOW THEY ARE RECTANGULAR COLUMNS.  MARK PROBABLY
 AY1568'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1551 ***********************************************************************
 AY1551  DESIGNATION -  X 1308
 AY1551  PID         -  AY1551
 AY1551  STATE/COUNTY-  TX/COMAL
 AY1551  USGS QUAD   -  SCHERTZ (1992)
 AY1551
 AY1551                         *CURRENT SURVEY CONTROL
 AY1551  ___________________________________________________________________
 AY1551* NAD 83(1986)-  29 37 01.     (N)    098 15 25.     (W)     SCALED    
 AY1551* NAVD 88     -       255.038  (meters)     836.74   (feet)  ADJUSTED  
 AY1551  ___________________________________________________________________
 AY1551  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY1551  DYNAMIC HT  -         254.668 (meters)     835.52  (feet)  COMP
 AY1551  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AY1551
 AY1551  VERT ORDER  -  FIRST     CLASS II
 AY1551
 AY1551.The horizontal coordinates were scaled from a topographic map and have
 AY1551.an estimated accuracy of +/- 6 seconds.
 AY1551
 AY1551.The orthometric height was determined by differential leveling
 AY1551.and adjusted by the National Geodetic Survey in June 1991..
 AY1551
 AY1551.The geoid height was determined by GEOID03.
 AY1551
 AY1551.The dynamic height is computed by dividing the NAVD 88
 AY1551.geopotential number by the normal gravity value computed on the
 AY1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1551.degrees latitude (g = 980.6199 gals.).
 AY1551
 AY1551.The modeled gravity was interpolated from observed gravity values.
 AY1551
 AY1551;                    North         East    Units  Estimated Accuracy
 AY1551;SPC TXSC     - 4,197,900.      671,960.      MT  (+/- 180 meters Scaled)
 AY1551
 AY1551                          SUPERSEDED SURVEY CONTROL
 AY1551
 AY1551.No superseded survey control is available for this station.
 AY1551
 AY1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT719765(NAD 83)
 AY1551_MARKER: DB = BENCH MARK DISK
 AY1551_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1551_SP_SET: ABUTMENT
 AY1551_STAMPING: X 1308 1980
 AY1551_MARK LOGO: NGS   
 AY1551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1551
 AY1551  HISTORY     - Date     Condition        Report By
 AY1551  HISTORY     - 1980     MONUMENTED       NGS
 AY1551  HISTORY     - 1989     GOOD             USPSQD
 AY1551  HISTORY     - 1990     GOOD             USPSQD
 AY1551  HISTORY     - 1990     GOOD             USPSQD
 AY1551  HISTORY     - 1991     GOOD             USPSQD
 AY1551  HISTORY     - 19930808 GOOD             USPSQD
 AY1551  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1551  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1551
 AY1551                          STATION DESCRIPTION
 AY1551
 AY1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1551'14.7 KM (9.1 MI) SW FROM NEW BRAUNFELS.
 AY1551'14.7 KM (9.1 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1551'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, IN TOP
 AY1551'OF THE NORTH END OF THE NORTHWEST ABUTMENT OF THE OVERPASS OF FARM
 AY1551'ROAD 2252 AND FARM ROAD 482 OVER THE INTERSTATE, 4.7 METERS (15.3 FT)
 AY1551'NORTH OF THE CENTERLINE OF THE ROAD, 0.3 METER (1.0 FT) WEST-SOUTHWEST
 AY1551'OF THE WEST END OF A METAL GUARDRAIL.
 AY1551'THE MARK IS 0.35 M ABOVE THE ROAD.
 AY1551
 AY1551                          STATION RECOVERY (1989)
 AY1551
 AY1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1551'RECOVERED IN GOOD CONDITION.
 AY1551
 AY1551                          STATION RECOVERY (1990)
 AY1551
 AY1551'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1551'RECOVERED IN GOOD CONDITION.
 AY1551
 AY1551                          STATION RECOVERY (1990)
 AY1551
 AY1551'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1551'RECOVERED IN GOOD CONDITION.
 AY1551
 AY1551                          STATION RECOVERY (1991)
 AY1551
 AY1551'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1551'RECOVERED IN GOOD CONDITION.
 AY1551
 AY1551                          STATION RECOVERY (1993)
 AY1551
 AY1551'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1551'RECOVERED IN GOOD CONDITION.
 AY1551
 AY1551                          STATION RECOVERY (1999)
 AY1551
 AY1551'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1551'MARK NOT FOUND.
 AY1551
 AY1551                          STATION RECOVERY (2002)
 AY1551
 AY1551'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0599 ***********************************************************************
 DN0599  DESIGNATION -  X 131
 DN0599  PID         -  DN0599
 DN0599  STATE/COUNTY-  TX/WISE
 DN0599  USGS QUAD   -  RHOME (1972)
 DN0599
 DN0599                         *CURRENT SURVEY CONTROL
 DN0599  ___________________________________________________________________
 DN0599* NAD 83(1986)-  33 07 00.     (N)    097 28 48.     (W)     SCALED    
 DN0599* NAVD 88     -       288.271  (meters)     945.77   (feet)  ADJUSTED  
 DN0599  ___________________________________________________________________
 DN0599  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DN0599  DYNAMIC HT  -         287.933 (meters)     944.66  (feet)  COMP
 DN0599  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 DN0599
 DN0599  VERT ORDER  -  FIRST     CLASS II
 DN0599
 DN0599.The horizontal coordinates were scaled from a topographic map and have
 DN0599.an estimated accuracy of +/- 6 seconds.
 DN0599
 DN0599.The orthometric height was determined by differential leveling
 DN0599.and adjusted by the National Geodetic Survey in June 1991..
 DN0599.WARNING-Repeat measurements at this control monument indicate possible
 DN0599.vertical movement.
 DN0599
 DN0599.The geoid height was determined by GEOID03.
 DN0599
 DN0599.The dynamic height is computed by dividing the NAVD 88
 DN0599.geopotential number by the normal gravity value computed on the
 DN0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0599.degrees latitude (g = 980.6199 gals.).
 DN0599
 DN0599.The modeled gravity was interpolated from observed gravity values.
 DN0599
 DN0599;                    North         East    Units  Estimated Accuracy
 DN0599;SPC TXNC     - 2,161,250.      695,180.      MT  (+/- 180 meters Scaled)
 DN0599
 DN0599                          SUPERSEDED SURVEY CONTROL
 DN0599
 DN0599  NGVD 29 (??/??/92)  288.207  (m)          945.56   (f) ADJ UNCH    1 2
 DN0599
 DN0599.Superseded values are not recommended for survey control.
 DN0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0599.See file dsdata.txt to determine how the superseded data were derived.
 DN0599
 DN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB418652(NAD 83)
 DN0599_MARKER: DB = BENCH MARK DISK
 DN0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0599_STAMPING: X 131 1952
 DN0599_MARK LOGO: CGS   
 DN0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0599+STABILITY: SURFACE MOTION
 DN0599
 DN0599  HISTORY     - Date     Condition        Report By
 DN0599  HISTORY     - 1952     MONUMENTED       CGS
 DN0599  HISTORY     - 1984     GOOD             NGS
 DN0599  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0599
 DN0599                          STATION DESCRIPTION
 DN0599
 DN0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0599'4.55 MI N FROM RHOME.
 DN0599'4.55 MILES NORTH ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0599'THE STATION AT RHOME, 1 1/2 POLES SOUTH OF MILEPOST 30, 68.7 FEET EAST
 DN0599'OF THE EAST RAIL, 11.3 FEET NORTHEAST OF THE 2ND POLE SOUTH OF
 DN0599'MILEPOST 30, 3 FEET WEST OF A FENCE, 3 FEET WEST OF A WITNESS POST,
 DN0599'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 DN0599'GROUND.
 DN0599
 DN0599                          STATION RECOVERY (1984)
 DN0599
 DN0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0599'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0599'TO REACH FOLLOWS.  7.4 KM (4.6 MI) NORTHWESTERLY ALONG THE
 DN0599'BURLINGTON NORTHERN RAILROAD FROM ITS JUNCTION WITH 2ND STREET IN
 DN0599'RHOME.
 DN0599
 DN0599                          STATION RECOVERY (1997)
 DN0599
 DN0599'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0746 ***********************************************************************
 DN0746  DESIGNATION -  X 132
 DN0746  PID         -  DN0746
 DN0746  STATE/COUNTY-  TX/WISE
 DN0746  USGS QUAD   -  SMYRNA (1978)
 DN0746
 DN0746                         *CURRENT SURVEY CONTROL
 DN0746  ___________________________________________________________________
 DN0746* NAD 83(1986)-  33 23 15.     (N)    097 43 12.     (W)     SCALED    
 DN0746* NAVD 88     -       253.335  (meters)     831.15   (feet)  ADJUSTED  
 DN0746  ___________________________________________________________________
 DN0746  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DN0746  DYNAMIC HT  -         253.053 (meters)     830.22  (feet)  COMP
 DN0746  MODELED GRAV-     979,518.9   (mgal)                       NAVD 88
 DN0746
 DN0746  VERT ORDER  -  FIRST     CLASS II
 DN0746
 DN0746.The horizontal coordinates were scaled from a topographic map and have
 DN0746.an estimated accuracy of +/- 6 seconds.
 DN0746
 DN0746.The orthometric height was determined by differential leveling
 DN0746.and adjusted by the National Geodetic Survey in June 1991..
 DN0746
 DN0746.The geoid height was determined by GEOID03.
 DN0746
 DN0746.The dynamic height is computed by dividing the NAVD 88
 DN0746.geopotential number by the normal gravity value computed on the
 DN0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0746.degrees latitude (g = 980.6199 gals.).
 DN0746
 DN0746.The modeled gravity was interpolated from observed gravity values.
 DN0746
 DN0746;                    North         East    Units  Estimated Accuracy
 DN0746;SPC TXNC     - 2,191,090.      672,570.      MT  (+/- 180 meters Scaled)
 DN0746
 DN0746                          SUPERSEDED SURVEY CONTROL
 DN0746
 DN0746  NGVD 29 (??/??/92)  253.250  (m)          830.87   (f) ADJ UNCH    1 2
 DN0746
 DN0746.Superseded values are not recommended for survey control.
 DN0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0746.See file dsdata.txt to determine how the superseded data were derived.
 DN0746
 DN0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB190949(NAD 83)
 DN0746_MARKER: DB = BENCH MARK DISK
 DN0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0746_SP_SET: ABUTMENT
 DN0746_STAMPING: X 132 1952
 DN0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0746
 DN0746  HISTORY     - Date     Condition        Report By
 DN0746  HISTORY     - 1952     MONUMENTED       CGS
 DN0746  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0746  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0746
 DN0746                          STATION DESCRIPTION
 DN0746
 DN0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0746'2.45 MI NW FROM ALVORD.
 DN0746'2.45 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD
 DN0746'FROM THE STATION AT ALVORD, 6 1/2 POLES NORTHWEST OF MILEPOST 54, 5
 DN0746'1/2 POLES NORTHWEST OF A WATER TANK, 6.4 FEET NORTHEAST OF THE
 DN0746'NORTHEAST RAIL, 1.6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 DN0746'THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF BRIDGE 54-16.
 DN0746
 DN0746                          STATION RECOVERY (1984)
 DN0746
 DN0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0746'THE MARK MAY BE STILL IN PLACE UNDER A RAILROAD TIE.
 DN0746
 DN0746                          STATION RECOVERY (1997)
 DN0746
 DN0746'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0851 ***********************************************************************
 DN0851  DESIGNATION -  X 133
 DN0851  PID         -  DN0851
 DN0851  STATE/COUNTY-  TX/MONTAGUE
 DN0851  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0851
 DN0851                         *CURRENT SURVEY CONTROL
 DN0851  ___________________________________________________________________
 DN0851* NAD 83(1986)-  33 35 54.     (N)    097 56 03.     (W)     SCALED    
 DN0851* NAVD 88     -       298.885  (meters)     980.59   (feet)  ADJUSTED  
 DN0851  ___________________________________________________________________
 DN0851  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DN0851  DYNAMIC HT  -         298.554 (meters)     979.51  (feet)  COMP
 DN0851  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 DN0851
 DN0851  VERT ORDER  -  FIRST     CLASS II
 DN0851
 DN0851.The horizontal coordinates were scaled from a topographic map and have
 DN0851.an estimated accuracy of +/- 6 seconds.
 DN0851
 DN0851.The orthometric height was determined by differential leveling
 DN0851.and adjusted by the National Geodetic Survey in June 1991..
 DN0851
 DN0851.The geoid height was determined by GEOID03.
 DN0851
 DN0851.The dynamic height is computed by dividing the NAVD 88
 DN0851.geopotential number by the normal gravity value computed on the
 DN0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0851.degrees latitude (g = 980.6199 gals.).
 DN0851
 DN0851.The modeled gravity was interpolated from observed gravity values.
 DN0851
 DN0851;                    North         East    Units  Estimated Accuracy
 DN0851;SPC TXNC     - 2,214,350.      652,520.      MT  (+/- 180 meters Scaled)
 DN0851
 DN0851                          SUPERSEDED SURVEY CONTROL
 DN0851
 DN0851  NGVD 29 (??/??/92)  298.826  (m)          980.40   (f) ADJ UNCH    1 2
 DN0851
 DN0851.Superseded values are not recommended for survey control.
 DN0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0851.See file dsdata.txt to determine how the superseded data were derived.
 DN0851
 DN0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC988181(NAD 83)
 DN0851_MARKER: DB = BENCH MARK DISK
 DN0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0851_SP_SET: ABUTMENT
 DN0851_STAMPING: 980.398 X 133 1933
 DN0851_MARK LOGO: CGS   
 DN0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0851
 DN0851  HISTORY     - Date     Condition        Report By
 DN0851  HISTORY     - 1933     MONUMENTED       CGS
 DN0851  HISTORY     - 1950     GOOD             NGS
 DN0851  HISTORY     - 1984     GOOD             NGS
 DN0851  HISTORY     - 19961116 GOOD             USPSQD
 DN0851
 DN0851                          STATION DESCRIPTION
 DN0851
 DN0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0851'5.4 MI SE FROM BELLEVUE.
 DN0851'IN MONTAGUE COUNTY, 5.4 MILES SOUTHEAST ALONG THE FORT WORTH AND
 DN0851'DENVER CITY RAILWAY FROM BELLEVUE, CLAY COUNTY, AT MILEAGE 74.11, AT A
 DN0851'CONCRETE CULVERT, AND IN THE SOUTH END OF THE SOUTHWEST HEADWALL, A
 DN0851'STANDARD DISK, STAMPED 980.398 X 133 1933.  NOTE-- IT IS IN THE SOUTH
 DN0851'END OF THE SOUTHWEST HEADWALL AND NOT THE NORTHEAST HEADWALL AS STATED
 DN0851'IN THE ORIGINAL DESCRIPTION.
 DN0851
 DN0851                          STATION RECOVERY (1984)
 DN0851
 DN0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0851'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0851'TO REACH FOLLOWS.  9.1 KM (5.65 MI) NORTHWESTERLY ALONG THE BURLINGTON
 DN0851'NORTHERN RAILROAD FROM THE STATION IN BOWIE,
 DN0851
 DN0851                          STATION RECOVERY (1996)
 DN0851
 DN0851'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0075 ***********************************************************************
 EN0075  DESIGNATION -  X 134
 EN0075  PID         -  EN0075
 EN0075  STATE/COUNTY-  TX/CHILDRESS
 EN0075  USGS QUAD   -  CAREY (1981)
 EN0075
 EN0075                         *CURRENT SURVEY CONTROL
 EN0075  ___________________________________________________________________
 EN0075* NAD 83(1986)-  34 26 28.     (N)    100 16 21.     (W)     SCALED    
 EN0075* NAVD 88     -       599.165  (meters)    1965.76   (feet)  ADJUSTED  
 EN0075  ___________________________________________________________________
 EN0075  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 EN0075  DYNAMIC HT  -         598.479 (meters)    1963.51  (feet)  COMP
 EN0075  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 EN0075
 EN0075  VERT ORDER  -  FIRST     CLASS II
 EN0075
 EN0075.The horizontal coordinates were scaled from a topographic map and have
 EN0075.an estimated accuracy of +/- 6 seconds.
 EN0075
 EN0075.The orthometric height was determined by differential leveling
 EN0075.and adjusted by the National Geodetic Survey in June 1991..
 EN0075
 EN0075.The geoid height was determined by GEOID03.
 EN0075
 EN0075.The dynamic height is computed by dividing the NAVD 88
 EN0075.geopotential number by the normal gravity value computed on the
 EN0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0075.degrees latitude (g = 980.6199 gals.).
 EN0075
 EN0075.The modeled gravity was interpolated from observed gravity values.
 EN0075
 EN0075;                    North         East    Units  Estimated Accuracy
 EN0075;SPC TX N     - 1,049,640.      312,820.      MT  (+/- 180 meters Scaled)
 EN0075
 EN0075                          SUPERSEDED SURVEY CONTROL
 EN0075
 EN0075  NGVD 29 (??/??/92)  598.860  (m)         1964.76   (f) ADJ UNCH    1 2
 EN0075
 EN0075.Superseded values are not recommended for survey control.
 EN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0075.See file dsdata.txt to determine how the superseded data were derived.
 EN0075
 EN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD830118(NAD 83)
 EN0075_MARKER: Z = SEE DESCRIPTION
 EN0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0075_STAMPING: X 134 1933 1964.760
 EN0075_MARK LOGO: CGS   
 EN0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0075+STABILITY: SURFACE MOTION
 EN0075
 EN0075  HISTORY     - Date     Condition        Report By
 EN0075  HISTORY     - 1933     MONUMENTED       CGS
 EN0075  HISTORY     - 1945     GOOD             NGS
 EN0075  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0075  HISTORY     - 1984     GOOD             NGS
 EN0075
 EN0075                          STATION DESCRIPTION
 EN0075
 EN0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EN0075'3.6 MI NW FROM CHILDRESS.
 EN0075'BENCH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE NORTH GATE TO THE
 EN0075'CHILDRESS ARMY AIR FIELD, 80.0 FEET NORTH NORTH-WEST OF A RAILROAD
 EN0075'SWITCH, 39.3 FEET NORTHEAST OF AND ABOUT 1.5 FEET LOWER THAN THE
 EN0075'CENTER LINE OF THE TRACKS, 37.0 FEET NORTHWEST OF A TELEPHONE POLE AND
 EN0075'IN LINE WITH A ROW OF POLES NORTHEAST OF TRACKS, 1.0 FOOT WEST OF A 4
 EN0075'X 4 MARKER POST.  MARK PROJECTS 2 INCHES ABOVE GROUND.
 EN0075
 EN0075                          STATION RECOVERY (1968)
 EN0075
 EN0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0075'MARK NOT FOUND.
 EN0075
 EN0075                          STATION RECOVERY (1984)
 EN0075
 EN0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0075'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.3 KM
 EN0075'(3.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EN0075'U.S. HIGHWAY 83 AT CHILDRESS, THENCE 1.2 KM (0.75 MI) SOUTH ALONG FARM
 EN0075'ROAD 164, THENCE 0.6 KM (0.35 MI) SOUTHEAST ALONG THE BURLINGTON
 EN0075'NORTHERN RAILROAD, 29.8 M (97.8 FT) NORTHWEST OF THE NORTHWEST CORNER
 EN0075'OF A RAILROAD SWITCH BOX, 16.6 M (54.5 FT) SOUTHWEST OF A FENCE, AND
 EN0075'11.0 M (36.1 FT) NORTHEAST OF THE NEAR RAIL.
 EN0075'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EN0075'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0183 ***********************************************************************
 EN0183  DESIGNATION -  X 135
 EN0183  PID         -  EN0183
 EN0183  STATE/COUNTY-  TX/DONLEY
 EN0183  USGS QUAD   -  LELIA LAKE (1982)
 EN0183
 EN0183                         *CURRENT SURVEY CONTROL
 EN0183  ___________________________________________________________________
 EN0183* NAD 83(1986)-  34 55 23.     (N)    100 50 59.     (W)     SCALED    
 EN0183* NAVD 88     -       823.293  (meters)    2701.09   (feet)  ADJUSTED  
 EN0183  ___________________________________________________________________
 EN0183  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EN0183  DYNAMIC HT  -         822.341 (meters)    2697.96  (feet)  COMP
 EN0183  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 EN0183
 EN0183  VERT ORDER  -  FIRST     CLASS II
 EN0183
 EN0183.The horizontal coordinates were scaled from a topographic map and have
 EN0183.an estimated accuracy of +/- 6 seconds.
 EN0183
 EN0183.The orthometric height was determined by differential leveling
 EN0183.and adjusted by the National Geodetic Survey in June 1991..
 EN0183
 EN0183.The geoid height was determined by GEOID03.
 EN0183
 EN0183.The dynamic height is computed by dividing the NAVD 88
 EN0183.geopotential number by the normal gravity value computed on the
 EN0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0183.degrees latitude (g = 980.6199 gals.).
 EN0183
 EN0183.The modeled gravity was interpolated from observed gravity values.
 EN0183
 EN0183;                    North         East    Units  Estimated Accuracy
 EN0183;SPC TX N     - 1,102,600.      259,420.      MT  (+/- 180 meters Scaled)
 EN0183
 EN0183                          SUPERSEDED SURVEY CONTROL
 EN0183
 EN0183  NGVD 29 (??/??/92)  822.880  (m)         2699.73   (f) ADJ UNCH    1 2
 EN0183
 EN0183.Superseded values are not recommended for survey control.
 EN0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0183.See file dsdata.txt to determine how the superseded data were derived.
 EN0183
 EN0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD310660(NAD 83)
 EN0183_MARKER: DB = BENCH MARK DISK
 EN0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0183_SP_SET: CULVERT
 EN0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0183
 EN0183  HISTORY     - Date     Condition        Report By
 EN0183  HISTORY     - UNK      MONUMENTED       CGS
 EN0183  HISTORY     - 1933     GOOD             NGS
 EN0183  HISTORY     - 1934     GOOD             NGS
 EN0183  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0183  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 EN0183
 EN0183                          STATION DESCRIPTION
 EN0183
 EN0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0183'2.5 MI SE FROM CLARENDON.
 EN0183'AT MILEAGE 275.48, ON SOUTH CORNER OF SOUTHEAST ABUTMENT CONCRETE
 EN0183'CULVERT.
 EN0183
 EN0183                          STATION RECOVERY (1934)
 EN0183
 EN0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0183'RECOVERED IN GOOD CONDITION.
 EN0183
 EN0183                          STATION RECOVERY (1984)
 EN0183
 EN0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0183'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
 EN0183
 EN0183                          STATION RECOVERY (2004)
 EN0183
 EN0183'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0082 ***********************************************************************
 GK0082  DESIGNATION -  X 136
 GK0082  PID         -  GK0082
 GK0082  STATE/COUNTY-  TX/OCHILTREE
 GK0082  USGS QUAD   -  LAKE FRYER (1973)
 GK0082
 GK0082                         *CURRENT SURVEY CONTROL
 GK0082  ___________________________________________________________________
 GK0082* NAD 83(1986)-  36 14 07.     (N)    100 44 11.     (W)     SCALED    
 GK0082* NAVD 88     -       842.880  (meters)    2765.35   (feet)  ADJUSTED  
 GK0082  ___________________________________________________________________
 GK0082  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 GK0082  DYNAMIC HT  -         841.991 (meters)    2762.43  (feet)  COMP
 GK0082  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 GK0082
 GK0082  VERT ORDER  -  FIRST     CLASS II
 GK0082
 GK0082.The horizontal coordinates were scaled from a topographic map and have
 GK0082.an estimated accuracy of +/- 6 seconds.
 GK0082
 GK0082.The orthometric height was determined by differential leveling
 GK0082.and adjusted by the National Geodetic Survey in June 1991..
 GK0082
 GK0082.The geoid height was determined by GEOID03.
 GK0082
 GK0082.The dynamic height is computed by dividing the NAVD 88
 GK0082.geopotential number by the normal gravity value computed on the
 GK0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0082.degrees latitude (g = 980.6199 gals.).
 GK0082
 GK0082.The modeled gravity was interpolated from observed gravity values.
 GK0082
 GK0082;                    North         East    Units  Estimated Accuracy
 GK0082;SPC TX N     - 1,248,250.      268,650.      MT  (+/- 180 meters Scaled)
 GK0082
 GK0082                          SUPERSEDED SURVEY CONTROL
 GK0082
 GK0082  NGVD 29 (??/??/92)  842.512  (m)         2764.14   (f) ADJ UNCH    1 2
 GK0082
 GK0082.Superseded values are not recommended for survey control.
 GK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0082.See file dsdata.txt to determine how the superseded data were derived.
 GK0082
 GK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF439114(NAD 83)
 GK0082_MARKER: DB = BENCH MARK DISK
 GK0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0082_STAMPING: X-136 1934
 GK0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0082+STABILITY: SURFACE MOTION
 GK0082
 GK0082  HISTORY     - Date     Condition        Report By
 GK0082  HISTORY     - 1934     MONUMENTED       CGS
 GK0082  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0082
 GK0082                          STATION DESCRIPTION
 GK0082
 GK0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0082'12.3 MI SE FROM PERRYTON.
 GK0082'11.1 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON ABOUT 1.0 MILE
 GK0082'SOUTHWEST OF AN OLD STONE FARM HOUSE.  55 FEET EAST OF THE CENTERLINE
 GK0082'OF U.S. HIGHWAY 85 UNDER CONSTRUCTION.  ONE FOOT EAST OF THE HIGHWAY
 GK0082'RIGHT-OF-WAY FENCE LINE.  NOTE-- RD. WORK IN AREA.
 GK0082
 GK0082                          STATION RECOVERY (1973)
 GK0082
 GK0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1489 ***********************************************************************
 AY1489  DESIGNATION -  X 1377
 AY1489  PID         -  AY1489
 AY1489  STATE/COUNTY-  TX/WILSON
 AY1489  USGS QUAD   -  FLORESVILLE (1973)
 AY1489
 AY1489                         *CURRENT SURVEY CONTROL
 AY1489  ___________________________________________________________________
 AY1489* NAD 83(1986)-  29 09 26.     (N)    098 10 53.     (W)     SCALED    
 AY1489* NAVD 88     -       123.968  (meters)     406.72   (feet)  ADJUSTED  
 AY1489  ___________________________________________________________________
 AY1489  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY1489  DYNAMIC HT  -         123.791 (meters)     406.14  (feet)  COMP
 AY1489  MODELED GRAV-     979,218.9   (mgal)                       NAVD 88
 AY1489
 AY1489  VERT ORDER  -  FIRST     CLASS II
 AY1489
 AY1489.The horizontal coordinates were scaled from a topographic map and have
 AY1489.an estimated accuracy of +/- 6 seconds.
 AY1489
 AY1489.The orthometric height was determined by differential leveling
 AY1489.and adjusted by the National Geodetic Survey in June 1991..
 AY1489
 AY1489.The geoid height was determined by GEOID03.
 AY1489
 AY1489.The dynamic height is computed by dividing the NAVD 88
 AY1489.geopotential number by the normal gravity value computed on the
 AY1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1489.degrees latitude (g = 980.6199 gals.).
 AY1489
 AY1489.The modeled gravity was interpolated from observed gravity values.
 AY1489
 AY1489;                    North         East    Units  Estimated Accuracy
 AY1489;SPC TXSC     - 4,147,000.      679,630.      MT  (+/- 180 meters Scaled)
 AY1489
 AY1489                          SUPERSEDED SURVEY CONTROL
 AY1489
 AY1489.No superseded survey control is available for this station.
 AY1489
 AY1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT796256(NAD 83)
 AY1489_MARKER: I = METAL ROD
 AY1489_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1489_SP_SET: STAINLESS STEEL ROD
 AY1489_STAMPING: X 1377 1981
 AY1489_MARK LOGO: NGS   
 AY1489_PROJECTION: RECESSED 6 CENTIMETERS
 AY1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1489_ROD/PIPE-DEPTH: 12.1 meters
 AY1489
 AY1489  HISTORY     - Date     Condition        Report By
 AY1489  HISTORY     - 1981     MONUMENTED       NGS
 AY1489  HISTORY     - 19951021 GOOD             USPSQD
 AY1489
 AY1489                          STATION DESCRIPTION
 AY1489
 AY1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1489'3.6 KM (2.25 MI) NW FROM FLORESVILLE.
 AY1489'3.6 KM (2.25 MI) NORTHWEST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY1489'COURTHOUSE IN FLORESVILLE, AT A CATTLE GUARD AND A TRACK ROAD LEADING
 AY1489'SOUTHWEST TO A RANCH HOUSE, 0.2 KM (0.1 MI) NORTHWEST OF A HIGHWAY
 AY1489'BRIDGE OVER THE SEGUIN BRANCH OF THE SAN ANTONIO RIVER, 14.5 METERS
 AY1489'(47.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.8 METERS
 AY1489'(12.5 FT) NORTHWEST OF THE CENTER OF THE CATTLE GUARD AND TRACK ROAD,
 AY1489'2.7 METERS (8.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AY1489'CASA BLANCA HISTORICAL MONUMENT, 0.3 METER (1.0 FT) NORTHEAST OF A
 AY1489'FENCE.
 AY1489'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 AY1489'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AY1489
 AY1489                          STATION RECOVERY (1995)
 AY1489
 AY1489'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1953 ***********************************************************************
 AN1953  DESIGNATION -  X 1378
 AN1953  PID         -  AN1953
 AN1953  STATE/COUNTY-  TX/KARNES
 AN1953  USGS QUAD   -  LENZ (1987)
 AN1953
 AN1953                         *CURRENT SURVEY CONTROL
 AN1953  ___________________________________________________________________
 AN1953* NAD 83(1986)-  28 51 22.     (N)    097 53 12.     (W)     SCALED    
 AN1953* NAVD 88     -       118.562  (meters)     388.98   (feet)  ADJUSTED  
 AN1953  ___________________________________________________________________
 AN1953  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AN1953  DYNAMIC HT  -         118.389 (meters)     388.41  (feet)  COMP
 AN1953  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AN1953
 AN1953  VERT ORDER  -  FIRST     CLASS II
 AN1953
 AN1953.The horizontal coordinates were scaled from a topographic map and have
 AN1953.an estimated accuracy of +/- 6 seconds.
 AN1953
 AN1953.The orthometric height was determined by differential leveling
 AN1953.and adjusted by the National Geodetic Survey in June 1991..
 AN1953
 AN1953.The geoid height was determined by GEOID03.
 AN1953
 AN1953.The dynamic height is computed by dividing the NAVD 88
 AN1953.geopotential number by the normal gravity value computed on the
 AN1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1953.degrees latitude (g = 980.6199 gals.).
 AN1953
 AN1953.The modeled gravity was interpolated from observed gravity values.
 AN1953
 AN1953;                    North         East    Units  Estimated Accuracy
 AN1953;SPC TXSC     - 4,113,870.      708,620.      MT  (+/- 180 meters Scaled)
 AN1953
 AN1953                          SUPERSEDED SURVEY CONTROL
 AN1953
 AN1953.No superseded survey control is available for this station.
 AN1953
 AN1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS085925(NAD 83)
 AN1953_MARKER: I = METAL ROD
 AN1953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1953_SP_SET: STAINLESS STEEL ROD
 AN1953_STAMPING: X 1378 1981
 AN1953_MARK LOGO: NGS   
 AN1953_PROJECTION: RECESSED 8 CENTIMETERS
 AN1953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1953_ROD/PIPE-DEPTH: 7.0  meters
 AN1953
 AN1953  HISTORY     - Date     Condition        Report By
 AN1953  HISTORY     - 1981     MONUMENTED       NGS
 AN1953
 AN1953                          STATION DESCRIPTION
 AN1953
 AN1953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1953'4.25 KM (2.65 MI) SE FROM KARNES CITY.
 AN1953'0.8 KM (0.5 MI) EAST ALONG CALVERT STREET (U.S. HIGHWAY 181 BUSINESS)
 AN1953'FROM THE COURTHOUSE IN KARNES CITY, THENCE 2.3 KM (1.45 MI) SOUTH
 AN1953'ALONG U.S. HIGHWAY 181 BUSINESS, THENCE 1.1 KM (0.7 MI) SOUTHEAST
 AN1953'ALONG U.S. HIGHWAY 181, 0.2 KM (0.1 MI) NORTHWEST OF A CONCRETE
 AN1953'CULVERT UNDER THE HIGHWAY, AT THE RED EWALD FIBERGLASS TANK COMPANY,
 AN1953'13.4 METERS (44.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 AN1953'LANES OF THE HIGHWAY, 3.0 METERS (10.0 FT) SOUTHEAST OF THE CENTER OF
 AN1953'A METAL GATE, 0.9 METER (3.0 FT) SOUTHEAST OF THE NORTHWEST CORNER
 AN1953'FENCE POST OF A FENCE AROUND THE TANK COMPANY, 0.3 METER (1.0 FT)
 AN1953'SOUTHWEST OF THE FENCE.
 AN1953'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1047 ***********************************************************************
 AH1047  DESIGNATION -  X 1379
 AH1047  PID         -  AH1047
 AH1047  STATE/COUNTY-  TX/NUECES
 AH1047  USGS QUAD   -  DRISCOLL EAST (1975)
 AH1047
 AH1047                         *CURRENT SURVEY CONTROL
 AH1047  ___________________________________________________________________
 AH1047* NAD 83(1986)-  27 43 56.     (N)    097 42 21.     (W)     SCALED    
 AH1047* NAVD 88     -        20.514  (meters)      67.30   (feet)  ADJUSTED  
 AH1047  ___________________________________________________________________
 AH1047  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH1047  DYNAMIC HT  -          20.482 (meters)      67.20  (feet)  COMP
 AH1047  MODELED GRAV-     979,113.9   (mgal)                       NAVD 88
 AH1047
 AH1047  VERT ORDER  -  FIRST     CLASS II
 AH1047
 AH1047.The horizontal coordinates were scaled from a topographic map and have
 AH1047.an estimated accuracy of +/- 6 seconds.
 AH1047
 AH1047.The orthometric height was determined by differential leveling
 AH1047.and adjusted by the National Geodetic Survey in June 1991..
 AH1047
 AH1047.The geoid height was determined by GEOID03.
 AH1047
 AH1047.The dynamic height is computed by dividing the NAVD 88
 AH1047.geopotential number by the normal gravity value computed on the
 AH1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1047.degrees latitude (g = 980.6199 gals.).
 AH1047
 AH1047.The modeled gravity was interpolated from observed gravity values.
 AH1047
 AH1047;                    North         East    Units  Estimated Accuracy
 AH1047;SPC TX S     - 5,229,100.      378,310.      MT  (+/- 180 meters Scaled)
 AH1047
 AH1047                          SUPERSEDED SURVEY CONTROL
 AH1047
 AH1047.No superseded survey control is available for this station.
 AH1047
 AH1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR275682(NAD 83)
 AH1047_MARKER: I = METAL ROD
 AH1047_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1047_SP_SET: STAINLESS STEEL ROD
 AH1047_STAMPING: X 1379 1981
 AH1047_MARK LOGO: NGS   
 AH1047_PROJECTION: RECESSED 3 CENTIMETERS
 AH1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1047_ROD/PIPE-DEPTH: 7.3  meters
 AH1047
 AH1047  HISTORY     - Date     Condition        Report By
 AH1047  HISTORY     - 1981     MONUMENTED       NGS
 AH1047  HISTORY     - 20010728 GOOD             USPSQD
 AH1047
 AH1047                          STATION DESCRIPTION
 AH1047
 AH1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1047'9.0 KM (5.55 MI) SW FROM ROBSTOWN.
 AH1047'9.0 KM (5.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE
 AH1047'JUNCTION OF STATE HIGHWAY 44 IN ROBSTOWN, SET BETWEEN TWO HIGH VOLTAGE
 AH1047'POWERLINE POLES AND IN LINE WITH THE VOLTAGE LINES THAT CROSS THE
 AH1047'HIGHWAYS, 17.3 METERS (56.9 FT) SOUTHEAST OF THE CENTERLINE OF U.S.
 AH1047'HIGHWAY 77 NORTHBOUND, 6.1 METERS (20.0 FT) NORTHEAST OF A TRACK FIELD
 AH1047'ROAD, 2.4 METERS (7.9 FT) NORTH-NORTHEAST OF A TRACK FIELD ROAD,
 AH1047'2.1 METERS (7.0 FT) SOUTH-SOUTHEAST OF A POWERLINE POLE, 8.4 METERS
 AH1047'(27.4 FT) EAST-NORTHEAST OF THE CENTER ONE OF TWO  60-CM (24-INCH)
 AH1047'CONCRETE CULVERTS, 6.1 METERS (19.9 FT) NORTHEAST OF AN UNDERGROUND
 AH1047'TELEPHONE CABLE CAUTION SIGN.
 AH1047'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AH1047'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 AH1047
 AH1047                          STATION RECOVERY (2001)
 AH1047
 AH1047'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0016 ***********************************************************************
 FL0016  CBN         -  This is a Cooperative Base Network Control Station.
 FL0016  DESIGNATION -  X 138 RESET
 FL0016  PID         -  FL0016
 FL0016  STATE/COUNTY-  TX/HEMPHILL
 FL0016  USGS QUAD   -  MENDOTA (1967)
 FL0016
 FL0016                         *CURRENT SURVEY CONTROL
 FL0016  ___________________________________________________________________
 FL0016* NAD 83(1993)-  35 52 13.65255(N)    100 23 51.66418(W)     ADJUSTED  
 FL0016* NAVD 88     -       757.6    (meters)    2486.     (feet)  GPS OBS   
 FL0016  ___________________________________________________________________
 FL0016  X           -    -933,985.470 (meters)                     COMP
 FL0016  Y           -  -5,090,045.163 (meters)                     COMP
 FL0016  Z           -   3,716,981.206 (meters)                     COMP
 FL0016  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 FL0016  ELLIP HEIGHT-         729.65  (meters)          (10/24/00) GPS OBS
 FL0016  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FL0016
 FL0016  HORZ ORDER  -  B
 FL0016  ELLP ORDER  -  FOURTH    CLASS II
 FL0016
 FL0016.The horizontal coordinates were established by GPS observations
 FL0016.and adjusted by the National Geodetic Survey in May 1994..
 FL0016
 FL0016.The orthometric height was determined by GPS observations and a
 FL0016.high-resolution geoid model.
 FL0016
 FL0016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FL0016
 FL0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0016
 FL0016.The ellipsoidal height was determined by GPS observations
 FL0016.and is referenced to NAD 83.
 FL0016
 FL0016.The geoid height was determined by GEOID03.
 FL0016
 FL0016;                    North         East     Units Scale Factor Converg.
 FL0016;SPC TX N     - 1,208,060.533   299,543.283   MT  0.99994199   +0 38 19.8
 FL0016;SPC TX N     - 3,963,445.27    982,751.59   sFT  0.99994199   +0 38 19.8
 FL0016;UTM  14      - 3,970,482.526   373,820.370   MT  0.99979619   -0 49 08.7
 FL0016
 FL0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0016!SPC TX N     -   0.99988549  x   0.99994199  =   0.99982749
 FL0016!UTM  14      -   0.99988549  x   0.99979619  =   0.99968171
 FL0016
 FL0016                          SUPERSEDED SURVEY CONTROL
 FL0016
 FL0016  ELLIP H (05/09/94)  729.64   (m)                       GP(       ) 4 2
 FL0016  NAD 83(1986)-  35 52 13.65984(N)    100 23 51.65288(W) AD(       ) 3
 FL0016  NAD 27      -  35 52 13.50666(N)    100 23 50.17685(W) AD(       ) 3
 FL0016  NGVD 29 (12/08/88)  757.30   (m)         2484.6    (f) LEVELING    3  
 FL0016
 FL0016.Superseded values are not recommended for survey control.
 FL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0016.See file dsdata.txt to determine how the superseded data were derived.
 FL0016
 FL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7382070483(NAD 83)
 FL0016_MARKER: DB = BENCH MARK DISK
 FL0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0016_SP_SET: SQUARE CONCRETE MONUMENT
 FL0016_STAMPING: X 138 RESET 1957
 FL0016_MARK LOGO: CGS   
 FL0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0016+STABILITY: SURFACE MOTION
 FL0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0016+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1995
 FL0016
 FL0016  HISTORY     - Date     Condition        Report By
 FL0016  HISTORY     - 1957     MONUMENTED       CGS
 FL0016  HISTORY     - 1988     GOOD             NGS
 FL0016  HISTORY     - 19930224 GOOD             NGS
 FL0016  HISTORY     - 19950611 GOOD             NGS
 FL0016
 FL0016                          STATION DESCRIPTION
 FL0016
 FL0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FL0016'3.0 MI S FROM CANADIAN.
 FL0016'ABOUT 3.0 MILES SOUTH ALONG U.S. HIGHWAY NO. 83 FROM THE COUNTY COURT
 FL0016'HOUSE IN CANADIAN, HEMPHILL COUNTY, 12 FEET WEST OF THE WEST
 FL0016'RIGHT-OF-WAY FENCE LINE, 18 INCHES NORTHWEST OF A SHORT 4 X 4 WITNESS
 FL0016'POST, AND AT THE TOP OF A LOW DIVIDE AND BETWEEN THE HIGHWAY AND A
 FL0016'CREEK BED WHICH IS ABOUT 150 YARDS WEST OF THE HIGHWAY.  A DISK
 FL0016'STAMPED X 138 RESET 1957 IN A CONCRETE POST WHICH PROJECTS ABOUT 2
 FL0016'INCHES.
 FL0016
 FL0016                          STATION RECOVERY (1988)
 FL0016
 FL0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 FL0016'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 FL0016'SOUTH OF CANADIAN, 6.8 KM (4.2 MI) NORTH OF THE JUNCTION OF US
 FL0016'HIGHWAYS 60 AND 83 AT TOP OF SMALL RISE.  IT IS ACROSS HIGHWAY FROM
 FL0016'THE NORTHEAST END OF AN 8 METER HIGH CUTBANK AND 0.2 KM (0.15 MI)
 FL0016'NORTHEAST OF POINT WHERE HIGHWAY MEDIAN WIDENS ON RANGELAND IN LOW
 FL0016'BRUSH.
 FL0016'OWNERSHIP--UNKNOWN.
 FL0016'
 FL0016'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 60, 83 AND
 FL0016'FARM ROAD 2388 IN CANADIAN, GO SOUTH ON US HIGHWAYS 60 AND 83 FOR
 FL0016'6.0 KM (3.7 MI) TO A SMALL TELEPHONE BUILDING ON THE RIGHT.
 FL0016'CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO HIGH GROUND AND THE STATION
 FL0016'ON THE RIGHT.
 FL0016'
 FL0016'THE STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---X 138
 FL0016'RESET 1957---, SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST FLUSH
 FL0016'WITH THE GROUND.  LOCATED 19.6 METERS (64.3 FT) NORTHWEST FROM THE
 FL0016'CENTER OF THE SOUTHBOUND LANES OF HIGHWAY, 4.6 METERS (15.1 FT)
 FL0016'NORTHWEST OF THE RIGHT-OF-WAY FENCE AND A BURIED CABLE SIGN, 0.2
 FL0016'METER (0.7 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 FL0016'
 FL0016'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 FL0016'
 FL0016'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FL0016'
 FL0016'DESCRIBED BY D.A. BOWLING.
 FL0016
 FL0016                          STATION RECOVERY (1993)
 FL0016
 FL0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FL0016'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF CANADIAN, ALONG
 FL0016'U.S. HIGHWAYS 60 AND 83, ON A LOW RISE, IN LIGHT BRUSH, ON FENCED
 FL0016'RANGE, ACROSS HIGHWAY FROM AN 8 M (26.2 FT) HIGH CUTBANK.
 FL0016'OWNERSHIP--UNKNOWN.
 FL0016'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60, 83 AND FARM ROAD 2388
 FL0016'IN CANADIAN, GO SOUTHWEST ON HIGHWAYS 60 AND 83 FOR 2.34 KM
 FL0016'(1.45 MI) TO A ROAD RIGHT LEADING TO THE AIRPORT.  CONTINUE AHEAD FOR
 FL0016'2.77 KM (1.70 MI) TO A SMALL CONCRETE TELEPHONE BUILDING ON THE
 FL0016'RIGHT. CONTINUE AHEAD FOR 0.17 KM (0.10 MI) TO THE STATION ON THE
 FL0016'RIGHT, ABOUT 100 M (328.1 FT) BEFORE REACHING A UTILITY LINE ACROSS
 FL0016'THE HIGHWAY.
 FL0016'STATION MARK IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST FLUSH
 FL0016'WITH THE GROUND.  IT IS 19.7 M (64.6 FT) WEST OF, AND 1 M (3.3 FT)
 FL0016'HIGHER THAN THE CENTER OF THE SOUTHBOUND HIGHWAY LANES, 4.7 M
 FL0016'(15.4 FT) WEST OF A CABLE WITNESS POST IN THE RIGHT-OF-WAY FENCE, AND
 FL0016'0.2 M (0.7 FT) EAST OF A FIBERGLASS WITNESS POST.
 FL0016
 FL0016                          STATION RECOVERY (1995)
 FL0016
 FL0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FL0016'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI)  SOUTHWEST OF CANADIAN,
 FL0016'ALONG U.S.  HIGHWAYS 60 AND 83 ON THE WEST SIDE OF THE ROAD.
 FL0016'OWNERSHIP--UNKNOWN TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FL0016'HIGHWAYS 60, 83 AND FARM ROAD 2388 IN CANADIAN, GO SOUTHWEST 5.3 KM
 FL0016'(3.30 MI)  ALONG HIGHWAYS 60 AND 83, PAST A SMALL TELEPHONE BUILDING
 FL0016'TO THE STATION ON THE RIGHT, ON TOP OF A HILL.  STATION IS 2.9 KM
 FL0016'(1.80 MI)  SOUTHWEST OF THE AIRPORT ENTRANCE ROAD, 0.2 KM (0.10 MI)
 FL0016'SOUTHWEST OF A 10X10 FOOT CONCRETE TELEPHONE BUILDING WEST OF THE
 FL0016'HIGHWAY, 21.4 M (70.2 FT)  NORTHWEST OF A DEER XING SIGN, 19.6 M (64.3
 FL0016'FT)  WEST OF THE HIGHWAYS SOUTH-BOUND LANES CENTERLINE, 7.5 M (24.6
 FL0016'FT)  NORTHWEST OF A CONCRETE BOUNDARY MARKER, 4.6 M (15.1 FT) WEST OF
 FL0016'AN UNDER GROUND CABLE WARNING SIGN, 0.2 M (0.7 FT)  EAST OF A WITNESS
 FL0016'POST, AND THE MONUMENT PROJECTS 40 CM.  ABOVE THE GROUND SURFACE.  BY
 FL0016'R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1078 ***********************************************************************
 AH1078  DESIGNATION -  X 1380
 AH1078  PID         -  AH1078
 AH1078  STATE/COUNTY-  TX/KLEBERG
 AH1078  USGS QUAD   -  RIVIERA (1979)
 AH1078
 AH1078                         *CURRENT SURVEY CONTROL
 AH1078  ___________________________________________________________________
 AH1078* NAD 83(1986)-  27 15 12.     (N)    097 47 54.     (W)     SCALED    
 AH1078* NAVD 88     -        10.826  (meters)      35.52   (feet)  ADJUSTED  
 AH1078  ___________________________________________________________________
 AH1078  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH1078  DYNAMIC HT  -          10.809 (meters)      35.46  (feet)  COMP
 AH1078  MODELED GRAV-     979,092.5   (mgal)                       NAVD 88
 AH1078
 AH1078  VERT ORDER  -  FIRST     CLASS II
 AH1078
 AH1078.The horizontal coordinates were scaled from a topographic map and have
 AH1078.an estimated accuracy of +/- 6 seconds.
 AH1078
 AH1078.The orthometric height was determined by differential leveling
 AH1078.and adjusted by the National Geodetic Survey in June 1991..
 AH1078
 AH1078.The geoid height was determined by GEOID03.
 AH1078
 AH1078.The dynamic height is computed by dividing the NAVD 88
 AH1078.geopotential number by the normal gravity value computed on the
 AH1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1078.degrees latitude (g = 980.6199 gals.).
 AH1078
 AH1078.The modeled gravity was interpolated from observed gravity values.
 AH1078
 AH1078;                    North         East    Units  Estimated Accuracy
 AH1078;SPC TX S     - 5,175,980.      369,480.      MT  (+/- 180 meters Scaled)
 AH1078
 AH1078                          SUPERSEDED SURVEY CONTROL
 AH1078
 AH1078.No superseded survey control is available for this station.
 AH1078
 AH1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR189150(NAD 83)
 AH1078_MARKER: I = METAL ROD
 AH1078_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1078_SP_SET: STAINLESS STEEL ROD
 AH1078_STAMPING: X 1380 1981
 AH1078_MARK LOGO: NGS   
 AH1078_PROJECTION: RECESSED 2 CENTIMETERS
 AH1078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1078+STABILITY: POSITION/ELEVATION WELL
 AH1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1078+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AH1078_ROD/PIPE-DEPTH: 8.5  meters
 AH1078
 AH1078  HISTORY     - Date     Condition        Report By
 AH1078  HISTORY     - 1981     MONUMENTED       NGS
 AH1078  HISTORY     - 20040202 GOOD             USPSQD
 AH1078
 AH1078                          STATION DESCRIPTION
 AH1078
 AH1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1078'5.5 KM (3.4 MI) SSE FROM RIVIERA.
 AH1078'5.5 KM (3.4 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM
 AH1078'THE JUNCTION OF STATE HIGHWAY 285 IN RIVIERA, ALSO 3.7 KM (2.30 MI)
 AH1078'NORTH-NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF
 AH1078'A PAVED ROAD LEADING WEST TO THE POST OFFICE IN SARITA, 18.4 METERS
 AH1078'(60.5 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY (U.S. 77)
 AH1078'SOUTHBOUND, 11.8 METERS (38.6 FT) SOUTHEAST OF THE EXTENDED CENTER OF
 AH1078'THE ASPHALT ROAD LEADING EAST, 0.3 METER (1.0 FT) EAST OF A FENCE,
 AH1078'7.3 METERS (24.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A METAL GATE,
 AH1078'0.85 METER (2.8 FT) SOUTH-SOUTHEAST OF A 30-CM (12-INCH) FENCE POST.
 AH1078'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AH1078'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
 AH1078
 AH1078                          STATION RECOVERY (2004)
 AH1078
 AH1078'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1930 ***********************************************************************
 AN1930  DESIGNATION -  X 1381
 AN1930  PID         -  AN1930
 AN1930  STATE/COUNTY-  TX/BEE
 AN1930  USGS QUAD   -  TULETA (1987)
 AN1930
 AN1930                         *CURRENT SURVEY CONTROL
 AN1930  ___________________________________________________________________
 AN1930* NAD 83(1986)-  28 31 47.     (N)    097 46 55.     (W)     SCALED    
 AN1930* NAVD 88     -        81.893  (meters)     268.68   (feet)  ADJUSTED  
 AN1930  ___________________________________________________________________
 AN1930  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN1930  DYNAMIC HT  -          81.771 (meters)     268.28  (feet)  COMP
 AN1930  MODELED GRAV-     979,157.7   (mgal)                       NAVD 88
 AN1930
 AN1930  VERT ORDER  -  FIRST     CLASS II
 AN1930
 AN1930.The horizontal coordinates were scaled from a topographic map and have
 AN1930.an estimated accuracy of +/- 6 seconds.
 AN1930
 AN1930.The orthometric height was determined by differential leveling
 AN1930.and adjusted by the National Geodetic Survey in June 1991..
 AN1930
 AN1930.The geoid height was determined by GEOID03.
 AN1930
 AN1930.The dynamic height is computed by dividing the NAVD 88
 AN1930.geopotential number by the normal gravity value computed on the
 AN1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1930.degrees latitude (g = 980.6199 gals.).
 AN1930
 AN1930.The modeled gravity was interpolated from observed gravity values.
 AN1930
 AN1930;                    North         East    Units  Estimated Accuracy
 AN1930;SPC TXSC     - 4,077,800.      719,210.      MT  (+/- 180 meters Scaled)
 AN1930
 AN1930                          SUPERSEDED SURVEY CONTROL
 AN1930
 AN1930.No superseded survey control is available for this station.
 AN1930
 AN1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS191564(NAD 83)
 AN1930_MARKER: I = METAL ROD
 AN1930_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1930_SP_SET: STAINLESS STEEL ROD
 AN1930_STAMPING: X 1381 1981
 AN1930_MARK LOGO: NGS   
 AN1930_PROJECTION: RECESSED 5 CENTIMETERS
 AN1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1930_ROD/PIPE-DEPTH: 7.9  meters
 AN1930
 AN1930  HISTORY     - Date     Condition        Report By
 AN1930  HISTORY     - 1981     MONUMENTED       NGS
 AN1930  HISTORY     - 1987     GOOD             USPSQD
 AN1930
 AN1930                          STATION DESCRIPTION
 AN1930
 AN1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1930'10.6 KM (6.6 MI) SOUTH FROM PETTUS.
 AN1930'10.6 KM (6.6 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE
 AN1930'JUNCTION OF FARM ROAD 623 IN PETTUS, AT THE JUNCTION OF COLONY ROAD
 AN1930'EAST AND MAIN STREET WEST, AT THE NORTH SIDE OF THE TOWN OF NORMANNA,
 AN1930'15.8 METERS (52.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AN1930'21.4 METERS (70.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AN1930'SOUTHERN PACIFIC RAILROAD, 12.1 METERS (40.0 FT) SOUTHEAST OF THE
 AN1930'CENTERLINE OF COLONY ROAD, 1.3 METERS (4.5 FT) SOUTHEAST OF A
 AN1930'TELEPHONE JUNCTION BOX, 8.2 METERS (27.0 FT) SOUTH OF THE CENTER OF
 AN1930'THE SOUTHEAST CONCRETE HEADWALL OF A SMALL CULVERT UNDER COLONY ROAD.
 AN1930'ROD WAS DRIVEN TO REFUSAL.
 AN1930'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 AN1930'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1930
 AN1930                          STATION RECOVERY (1987)
 AN1930
 AN1930'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1901 ***********************************************************************
 AN1901  DESIGNATION -  X 1382
 AN1901  PID         -  AN1901
 AN1901  STATE/COUNTY-  TX/BEE
 AN1901  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1901
 AN1901                         *CURRENT SURVEY CONTROL
 AN1901  ___________________________________________________________________
 AN1901* NAD 83(1986)-  28 11 56.     (N)    097 37 42.     (W)     SCALED    
 AN1901* NAVD 88     -        30.710  (meters)     100.75   (feet)  ADJUSTED  
 AN1901  ___________________________________________________________________
 AN1901  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN1901  DYNAMIC HT  -          30.664 (meters)     100.60  (feet)  COMP
 AN1901  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 AN1901
 AN1901  VERT ORDER  -  FIRST     CLASS II
 AN1901
 AN1901.The horizontal coordinates were scaled from a topographic map and have
 AN1901.an estimated accuracy of +/- 6 seconds.
 AN1901
 AN1901.The orthometric height was determined by differential leveling
 AN1901.and adjusted by the National Geodetic Survey in June 1991..
 AN1901
 AN1901.The geoid height was determined by GEOID03.
 AN1901
 AN1901.The dynamic height is computed by dividing the NAVD 88
 AN1901.geopotential number by the normal gravity value computed on the
 AN1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1901.degrees latitude (g = 980.6199 gals.).
 AN1901
 AN1901.The modeled gravity was interpolated from observed gravity values.
 AN1901
 AN1901;                    North         East    Units  Estimated Accuracy
 AN1901;SPC TXSC     - 4,041,310.      734,680.      MT  (+/- 180 meters Scaled)
 AN1901
 AN1901                          SUPERSEDED SURVEY CONTROL
 AN1901
 AN1901.No superseded survey control is available for this station.
 AN1901
 AN1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS346199(NAD 83)
 AN1901_MARKER: I = METAL ROD
 AN1901_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1901_SP_SET: STAINLESS STEEL ROD
 AN1901_STAMPING: X 1382 1981
 AN1901_MARK LOGO: NGS   
 AN1901_PROJECTION: RECESSED 3 CENTIMETERS
 AN1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1901_ROD/PIPE-DEPTH: 6.4  meters
 AN1901
 AN1901  HISTORY     - Date     Condition        Report By
 AN1901  HISTORY     - 1981     MONUMENTED       NGS
 AN1901
 AN1901                          STATION DESCRIPTION
 AN1901
 AN1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1901'8.3 KM (5.15 MI) SE FROM SKIDMORE.
 AN1901'8.3 KM (5.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1901'STATE HIGHWAY 359 IN SKIDMORE, AT THE ENTRANCE TO THE C.H.  GRIFFITH
 AN1901'RANCH, 20.7 METERS (68.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AN1901'HIGHWAY, 7.9 METERS (26.0 FT) NORTHWEST OF THE CENTER OF THE ASPHALT
 AN1901'RANCH ENTRANCE ROAD, 11.2 METERS (37.0 FT) NORTH-NORTHEAST OF THE
 AN1901'CENTER OF A CATTLE GUARD, 0.6 METER (2.0 FT) SOUTH-SOUTHEAST OF THE
 AN1901'NORTH-NORTHEAST END OF A CONCRETE BLOCK WALL, 13.4 METERS (44.0 FT)
 AN1901'NORTHEAST OF POWERLINE POLE NUMBER 204 WITH A LIGHT AND TRANSFORMER,
 AN1901'1.5 METERS (5.0 FT) NORTH-NORTHWEST OF THE EASTERNMOST ONE OF TWO
 AN1901'POWERLINE POLES, 0.3 (1.0 FT) SOUTHEAST OF THE WALL.
 AN1901'THE MARK IS 0.9 METERS  SSE FROM A WITNESS POST.
 AN1901'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0395 ***********************************************************************
 CE0395  DESIGNATION -  X 1383
 CE0395  PID         -  CE0395
 CE0395  STATE/COUNTY-  TX/EL PASO
 CE0395  USGS QUAD   -  EL PASO (1997)
 CE0395
 CE0395                         *CURRENT SURVEY CONTROL
 CE0395  ___________________________________________________________________
 CE0395* NAD 83(1986)-  31 47 43.     (N)    106 23 47.     (W)     SCALED    
 CE0395* NAVD 88     -      1197.651  (meters)    3929.29   (feet)  ADJUSTED  
 CE0395  ___________________________________________________________________
 CE0395  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0395  DYNAMIC HT  -        1195.817 (meters)    3923.28  (feet)  COMP
 CE0395  MODELED GRAV-     979,067.5   (mgal)                       NAVD 88
 CE0395
 CE0395  VERT ORDER  -  FIRST     CLASS I
 CE0395
 CE0395.This mark is at El Paso Intl (ELP) Airport (ELP)
 CE0395
 CE0395.The horizontal coordinates were scaled from a topographic map and have
 CE0395.an estimated accuracy of +/- 6 seconds.
 CE0395
 CE0395.The orthometric height was determined by differential leveling
 CE0395.and adjusted by the National Geodetic Survey in November 1996..
 CE0395
 CE0395.The geoid height was determined by GEOID03.
 CE0395
 CE0395.The dynamic height is computed by dividing the NAVD 88
 CE0395.geopotential number by the normal gravity value computed on the
 CE0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0395.degrees latitude (g = 980.6199 gals.).
 CE0395
 CE0395.The modeled gravity was interpolated from observed gravity values.
 CE0395
 CE0395;                    North         East    Units  Estimated Accuracy
 CE0395;SPC TX C     - 3,251,620.      126,110.      MT  (+/- 180 meters Scaled)
 CE0395
 CE0395                          SUPERSEDED SURVEY CONTROL
 CE0395
 CE0395  NAVD 88 (06/15/91) 1197.669  (m)         3929.35   (f) UNKNOWN     1 1
 CE0395
 CE0395.Superseded values are not recommended for survey control.
 CE0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0395.See file dsdata.txt to determine how the superseded data were derived.
 CE0395
 CE0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR678185(NAD 83)
 CE0395_MARKER: DV = VERTICAL CONTROL DISK
 CE0395_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CE0395_SP_SET: RETAINING WALL
 CE0395_STAMPING: X 1383 1981
 CE0395_MARK LOGO: NGS   
 CE0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0395+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0395
 CE0395  HISTORY     - Date     Condition        Report By
 CE0395  HISTORY     - 1981     MONUMENTED       NGS
 CE0395  HISTORY     - 19921117 GOOD             NGS
 CE0395
 CE0395                          STATION DESCRIPTION
 CE0395
 CE0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0395'IN EL PASO.
 CE0395'THE MARK IS 0.6 M ABOVE THE ROAD.
 CE0395'IN EL PASO, AT THE EL PASO INTERNATIONAL AIRPORT, AT THE JUNCTION
 CE0395'OF THE AIRPORT EXIT ROAD AND AIRWAY BOULEVARD, IN TOP OF AND 0.1 METER
 CE0395'(0.4 FT) WEST-SOUTHWEST OF THE EAST-NORTHEAST END OF A CONCRETE
 CE0395'RETAINING WALL OF THE AIRPORT EXIT ROAD, 11.6 METERS (38.0 FT)
 CE0395'WEST OF THE CENTER OF THE BOULEVARD AND 3.8 METERS (12.6 FT)
 CE0395'NORTH-NORTHEAST OF THE CENTER OF THE ROAD.
 CE0395
 CE0395                          STATION RECOVERY (1992)
 CE0395
 CE0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0395'3.0 KM (1.85 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0395'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, THENCE 0.6 KM
 CE0395'(0.35 MI) NORTHERLY ALONG AIRWAY BOULEVARD, IN TOP OF AND 0.1 M
 CE0395'(0.3 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE RETAINING WALL OF
 CE0395'AN AIRPORT EXIT ROAD, 11.6 M (38.1 FT) SOUTHWEST OF THE CENTER OF THE
 CE0395'NORTHBOUND LANES OF THE BOULEVARD, 10.5 M (34.4 FT) WEST OF THE
 CE0395'CENTER OF THE ROAD, 3.8 M (12.5 FT) NORTH OF THE CENTER OF A
 CE0395'SOUTHBOUND EXIT ROAD, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0766 ***********************************************************************
 CD0766  DESIGNATION -  X 1384
 CD0766  PID         -  CD0766
 CD0766  STATE/COUNTY-  TX/HUDSPETH
 CD0766  USGS QUAD   -  FORT HANCOCK (1972)
 CD0766
 CD0766                         *CURRENT SURVEY CONTROL
 CD0766  ___________________________________________________________________
 CD0766* NAD 83(1986)-  31 15 40.     (N)    105 48 40.     (W)     SCALED    
 CD0766* NAVD 88     -      1072.228  (meters)    3517.80   (feet)  ADJUSTED  
 CD0766  ___________________________________________________________________
 CD0766  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CD0766  DYNAMIC HT  -        1070.548 (meters)    3512.29  (feet)  COMP
 CD0766  MODELED GRAV-     979,037.9   (mgal)                       NAVD 88
 CD0766
 CD0766  VERT ORDER  -  FIRST     CLASS II
 CD0766
 CD0766.The horizontal coordinates were scaled from a topographic map and have
 CD0766.an estimated accuracy of +/- 6 seconds.
 CD0766
 CD0766.The orthometric height was determined by differential leveling
 CD0766.and adjusted by the National Geodetic Survey in June 1991..
 CD0766
 CD0766.The geoid height was determined by GEOID03.
 CD0766
 CD0766.The dynamic height is computed by dividing the NAVD 88
 CD0766.geopotential number by the normal gravity value computed on the
 CD0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0766.degrees latitude (g = 980.6199 gals.).
 CD0766
 CD0766.The modeled gravity was interpolated from observed gravity values.
 CD0766
 CD0766;                    North         East    Units  Estimated Accuracy
 CD0766;SPC TX C     - 3,189,590.      178,550.      MT  (+/- 180 meters Scaled)
 CD0766
 CD0766                          SUPERSEDED SURVEY CONTROL
 CD0766
 CD0766.No superseded survey control is available for this station.
 CD0766
 CD0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ227588(NAD 83)
 CD0766_MARKER: I = METAL ROD
 CD0766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0766_SP_SET: STAINLESS STEEL ROD
 CD0766_STAMPING: X 1384 1981
 CD0766_MARK LOGO: NGS   
 CD0766_PROJECTION: FLUSH
 CD0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0766_ROD/PIPE-DEPTH: 19.8 meters
 CD0766
 CD0766  HISTORY     - Date     Condition        Report By
 CD0766  HISTORY     - 1981     MONUMENTED       NGS
 CD0766
 CD0766                          STATION DESCRIPTION
 CD0766
 CD0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0766'42.6 KM (26.5 MI ) SE FROM FABENS.
 CD0766'42.6 KM (26.5 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CD0766'OFFICE IN FABENS, AT A DIRT ROAD LEADING SOUTHWEST TO A FARM,
 CD0766'15.8 METERS (52.0 FT) NORTHWEST OF THE CENTER OF THE ROAD, 11.8
 CD0766'METERS (38.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 CD0766'1.5 METERS (4.9 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO
 CD0766'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0766'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CD0766'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1590 ***********************************************************************
 AY1590  DESIGNATION -  X 1387
 AY1590  PID         -  AY1590
 AY1590  STATE/COUNTY-  TX/UVALDE
 AY1590  USGS QUAD   -  UVALDE (1971)
 AY1590
 AY1590                         *CURRENT SURVEY CONTROL
 AY1590  ___________________________________________________________________
 AY1590* NAD 83(1986)-  29 14 09.     (N)    099 48 41.     (W)     SCALED    
 AY1590* NAVD 88     -       280.008  (meters)     918.66   (feet)  ADJUSTED  
 AY1590  ___________________________________________________________________
 AY1590  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AY1590  DYNAMIC HT  -         279.601 (meters)     917.32  (feet)  COMP
 AY1590  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY1590
 AY1590  VERT ORDER  -  FIRST     CLASS II
 AY1590
 AY1590.The horizontal coordinates were scaled from a topographic map and have
 AY1590.an estimated accuracy of +/- 6 seconds.
 AY1590
 AY1590.The orthometric height was determined by differential leveling
 AY1590.and adjusted by the National Geodetic Survey in June 1991..
 AY1590
 AY1590.The geoid height was determined by GEOID03.
 AY1590
 AY1590.The dynamic height is computed by dividing the NAVD 88
 AY1590.geopotential number by the normal gravity value computed on the
 AY1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1590.degrees latitude (g = 980.6199 gals.).
 AY1590
 AY1590.The modeled gravity was interpolated from observed gravity values.
 AY1590
 AY1590;                    North         East    Units  Estimated Accuracy
 AY1590;SPC TXSC     - 4,155,710.      521,130.      MT  (+/- 180 meters Scaled)
 AY1590
 AY1590                          SUPERSEDED SURVEY CONTROL
 AY1590
 AY1590.No superseded survey control is available for this station.
 AY1590
 AY1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT211343(NAD 83)
 AY1590_MARKER: I = METAL ROD
 AY1590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1590+WITH SETTING: INFORMATION.
 AY1590_SP_SET: SHALLOW SET METAL ROD
 AY1590_STAMPING: X 1387 1982
 AY1590_MARK LOGO: NGS   
 AY1590_PROJECTION: FLUSH
 AY1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1590_ROD/PIPE-DEPTH: 2.4  meters
 AY1590
 AY1590  HISTORY     - Date     Condition        Report By
 AY1590  HISTORY     - 1982     MONUMENTED       NGS
 AY1590  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 AY1590
 AY1590                          STATION DESCRIPTION
 AY1590
 AY1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1590'1.5 KM (0.95 MI) WEST FROM UVALDE.
 AY1590'1.5 KM (0.95 MI) WESTERLY ALONG STATE ROUTE 2369 FROM THE JUNCTION OF
 AY1590'SPUR 144 AND THE SOUTHERN PACIFIC RAILROAD STATION IN UVALDE, ACROSS
 AY1590'HIGHWAY AND SOUTH OF THE SOUTHWEST CORNER OF A RAILROAD TRESTLE OVER
 AY1590'BOON SLOUGH, 12.1 METERS (39.6 FT) SOUTH OF CENTERLINE OF HIGHWAY,
 AY1590'57.0 METERS (87.0 FT) SOUTHWEST OF SOUTHWEST CORNER OF RAILROAD
 AY1590'TRESTLE, 1.2 METERS (4.0 FT) EAST OF A POWERLINE POLE, AND 0.30 METERS
 AY1590'(1.0 FT) NORTH OF A FENCE LINE.
 AY1590'THE MARK IS 0.41 METERS  W FROM A WITNESS POST.
 AY1590'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1590
 AY1590                          STATION RECOVERY (2004)
 AY1590
 AY1590'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0802 ***********************************************************************
 CD0802  DESIGNATION -  X 1389
 CD0802  PID         -  CD0802
 CD0802  STATE/COUNTY-  TX/HUDSPETH
 CD0802  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0802
 CD0802                         *CURRENT SURVEY CONTROL
 CD0802  ___________________________________________________________________
 CD0802* NAD 83(1986)-  31 07 27.     (N)    105 10 50.     (W)     SCALED    
 CD0802* NAVD 88     -      1353.743  (meters)    4441.41   (feet)  ADJUSTED  
 CD0802  ___________________________________________________________________
 CD0802  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD0802  DYNAMIC HT  -        1351.586 (meters)    4434.33  (feet)  COMP
 CD0802  MODELED GRAV-     979,000.3   (mgal)                       NAVD 88
 CD0802
 CD0802  VERT ORDER  -  FIRST     CLASS II
 CD0802
 CD0802.The horizontal coordinates were scaled from a topographic map and have
 CD0802.an estimated accuracy of +/- 6 seconds.
 CD0802
 CD0802.The orthometric height was determined by differential leveling
 CD0802.and adjusted by the National Geodetic Survey in June 1991..
 CD0802
 CD0802.The geoid height was determined by GEOID03.
 CD0802
 CD0802.The dynamic height is computed by dividing the NAVD 88
 CD0802.geopotential number by the normal gravity value computed on the
 CD0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0802.degrees latitude (g = 980.6199 gals.).
 CD0802
 CD0802.The modeled gravity was interpolated from observed gravity values.
 CD0802
 CD0802;                    North         East    Units  Estimated Accuracy
 CD0802;SPC TX C     - 3,171,640.      237,870.      MT  (+/- 180 meters Scaled)
 CD0802
 CD0802                          SUPERSEDED SURVEY CONTROL
 CD0802
 CD0802.No superseded survey control is available for this station.
 CD0802
 CD0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ827433(NAD 83)
 CD0802_MARKER: DB = BENCH MARK DISK
 CD0802_SETTING: 66 = SET IN ROCK OUTCROP
 CD0802_SP_SET: ROCK OUTCROP
 CD0802_STAMPING: X 1389 1981
 CD0802_MARK LOGO: NGS   
 CD0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0802+STABILITY: POSITION/ELEVATION WELL
 CD0802
 CD0802  HISTORY     - Date     Condition        Report By
 CD0802  HISTORY     - 1981     MONUMENTED       NGS
 CD0802
 CD0802                          STATION DESCRIPTION
 CD0802
 CD0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0802'18.0 KM (11.15 MI) SE FROM SIERRA BLANCA.
 CD0802'18.0 KM (11.15 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0802'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.3 KM (0.2 MI)
 CD0802'WEST-NORTHWEST OF A GRAVELED ROAD LEADING NORTHEAST, ON THE SOUTHWEST
 CD0802'SLOPE OF A KNOLL, IN THE TOP OF A 4 BY 20 FT EXPOSED AREA OF
 CD0802'OUTCROPPING BEDROCK, 85.0 METERS (279.0 FT) NORTH-NORTHEAST OF THE
 CD0802'NEAR RAIL, 75.3 METERS (247.0 FT) NORTH-NORTHEAST OF A FENCE AND
 CD0802'35.7 METERS (117.0 FT) NORTH-NORTHEAST OF THE CENTER OF A DIM TRACK
 CD0802'ROAD.
 CD0802'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CD0802'THE MARK IS 4.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0197 ***********************************************************************
 FL0197  DESIGNATION -  X 139
 FL0197  PID         -  FL0197
 FL0197  STATE/COUNTY-  TX/WHEELER
 FL0197  USGS QUAD   -  TWITTY (1976)
 FL0197
 FL0197                         *CURRENT SURVEY CONTROL
 FL0197  ___________________________________________________________________
 FL0197* NAD 83(1986)-  35 15 10.     (N)    100 14 46.     (W)     SCALED    
 FL0197* NAVD 88     -       668.835  (meters)    2194.34   (feet)  ADJUSTED  
 FL0197  ___________________________________________________________________
 FL0197  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0197  DYNAMIC HT  -         668.142 (meters)    2192.06  (feet)  COMP
 FL0197  MODELED GRAV-     979,576.3   (mgal)                       NAVD 88
 FL0197
 FL0197  VERT ORDER  -  FIRST     CLASS II
 FL0197
 FL0197.The horizontal coordinates were scaled from a topographic map and have
 FL0197.an estimated accuracy of +/- 6 seconds.
 FL0197
 FL0197.The orthometric height was determined by differential leveling
 FL0197.and adjusted by the National Geodetic Survey in June 1991..
 FL0197
 FL0197.The geoid height was determined by GEOID03.
 FL0197
 FL0197.The dynamic height is computed by dividing the NAVD 88
 FL0197.geopotential number by the normal gravity value computed on the
 FL0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0197.degrees latitude (g = 980.6199 gals.).
 FL0197
 FL0197.The modeled gravity was interpolated from observed gravity values.
 FL0197
 FL0197;                    North         East    Units  Estimated Accuracy
 FL0197;SPC TX N     - 1,139,700.      314,100.      MT  (+/- 180 meters Scaled)
 FL0197
 FL0197                          SUPERSEDED SURVEY CONTROL
 FL0197
 FL0197  NGVD 29 (??/??/92)  668.547  (m)         2193.39   (f) ADJ UNCH    1 2
 FL0197
 FL0197.Superseded values are not recommended for survey control.
 FL0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0197.See file dsdata.txt to determine how the superseded data were derived.
 FL0197
 FL0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE866017(NAD 83)
 FL0197_MARKER: DB = BENCH MARK DISK
 FL0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0197_SP_SET: ABUTMENT
 FL0197_STAMPING: X 139 1933
 FL0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0197
 FL0197  HISTORY     - Date     Condition        Report By
 FL0197  HISTORY     - 1933     MONUMENTED       CGS
 FL0197  HISTORY     - 1955     GOOD             NGS
 FL0197
 FL0197                          STATION DESCRIPTION
 FL0197
 FL0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0197'2.85 MI N FROM SHAMROCK.
 FL0197'2.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE HIGH SCHOOL AT
 FL0197'SHAMROCK, 0.55 MILE NORTH OF A LONE STAR GAS COMPANY PUMPING STATION,
 FL0197'12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 FL0197'EAST END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE OVER TURNER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0198 ***********************************************************************
 FL0198  DESIGNATION -  X 139 RESET 1961
 FL0198  PID         -  FL0198
 FL0198  STATE/COUNTY-  TX/WHEELER
 FL0198  USGS QUAD   -  TWITTY (1976)
 FL0198
 FL0198                         *CURRENT SURVEY CONTROL
 FL0198  ___________________________________________________________________
 FL0198* NAD 83(1986)-  35 15 10.     (N)    100 14 46.     (W)     SCALED    
 FL0198* NAVD 88     -       668.84   (meters)    2194.4    (feet)  RESET     
 FL0198  ___________________________________________________________________
 FL0198  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0198
 FL0198  VERT ORDER  -  THIRD
 FL0198
 FL0198.The horizontal coordinates were scaled from a topographic map and have
 FL0198.an estimated accuracy of +/- 6 seconds.
 FL0198
 FL0198.The orthometric height was computed from unverified reset data.
 FL0198
 FL0198.The geoid height was determined by GEOID03.
 FL0198
 FL0198;                    North         East    Units  Estimated Accuracy
 FL0198;SPC TX N     - 1,139,700.      314,100.      MT  (+/- 180 meters Scaled)
 FL0198
 FL0198                          SUPERSEDED SURVEY CONTROL
 FL0198
 FL0198.No superseded survey control is available for this station.
 FL0198
 FL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE866017(NAD 83)
 FL0198_MARKER: DB = BENCH MARK DISK
 FL0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0198_SP_SET: BRIDGE
 FL0198_STAMPING: X 139 RESET 1961
 FL0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0198
 FL0198  HISTORY     - Date     Condition        Report By
 FL0198  HISTORY     - 1961     MONUMENTED       CGS
 FL0198
 FL0198                          STATION DESCRIPTION
 FL0198
 FL0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FL0198'2.0 MI N FROM SHAMROCK.
 FL0198'THIS MARK IS LOCATED ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY NO. 83
 FL0198'FROM JUNIOR HIGH SCHOOL AT SHAMROCK, ABOUT 200 FEET NORTHWEST OF A
 FL0198'STUCCO FARM HOUSE, AT THE SOUTHEAST CORNER OF THE CONCRETE BRIDGE OVER
 FL0198'TURNER CREEK, AND SET IN THE TOP OF THE EAST CONCRETE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0336 ***********************************************************************
 BQ0336  DESIGNATION -  X 1390
 BQ0336  PID         -  BQ0336
 BQ0336  STATE/COUNTY-  TX/CULBERSON
 BQ0336  USGS QUAD   -  LOBO (1972)
 BQ0336
 BQ0336                         *CURRENT SURVEY CONTROL
 BQ0336  ___________________________________________________________________
 BQ0336* NAD 83(1986)-  30 50 14.     (N)    104 45 54.     (W)     SCALED    
 BQ0336* NAVD 88     -      1213.206  (meters)    3980.33   (feet)  ADJUSTED  
 BQ0336  ___________________________________________________________________
 BQ0336  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0336  DYNAMIC HT  -        1211.268 (meters)    3973.97  (feet)  COMP
 BQ0336  MODELED GRAV-     979,002.5   (mgal)                       NAVD 88
 BQ0336
 BQ0336  VERT ORDER  -  FIRST     CLASS II
 BQ0336
 BQ0336.The horizontal coordinates were scaled from a topographic map and have
 BQ0336.an estimated accuracy of +/- 6 seconds.
 BQ0336
 BQ0336.The orthometric height was determined by differential leveling
 BQ0336.and adjusted by the National Geodetic Survey in June 1991..
 BQ0336
 BQ0336.The geoid height was determined by GEOID03.
 BQ0336
 BQ0336.The dynamic height is computed by dividing the NAVD 88
 BQ0336.geopotential number by the normal gravity value computed on the
 BQ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0336.degrees latitude (g = 980.6199 gals.).
 BQ0336
 BQ0336.The modeled gravity was interpolated from observed gravity values.
 BQ0336
 BQ0336;                    North         East    Units  Estimated Accuracy
 BQ0336;SPC TX C     - 3,138,210.      276,200.      MT  (+/- 180 meters Scaled)
 BQ0336
 BQ0336                          SUPERSEDED SURVEY CONTROL
 BQ0336
 BQ0336.No superseded survey control is available for this station.
 BQ0336
 BQ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ224115(NAD 83)
 BQ0336_MARKER: I = METAL ROD
 BQ0336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0336_SP_SET: STAINLESS STEEL ROD
 BQ0336_STAMPING: X 1390 1981
 BQ0336_MARK LOGO: NGS   
 BQ0336_PROJECTION: FLUSH
 BQ0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0336+STABILITY: POSITION/ELEVATION WELL
 BQ0336_ROD/PIPE-DEPTH: 7.3  meters
 BQ0336
 BQ0336  HISTORY     - Date     Condition        Report By
 BQ0336  HISTORY     - 1981     MONUMENTED       NGS
 BQ0336
 BQ0336                          STATION DESCRIPTION
 BQ0336
 BQ0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0336'23.1 KM (14.35 MI) SE FROM VAN HORN.
 BQ0336'23.1 KM (14.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0336'JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 0.5 KM (0.3 MI)
 BQ0336'NORTHWEST OF A DRIVEWAY LEADING WEST TO A METAL BUILDING, 86.9 METERS
 BQ0336'(285.0 FT) SOUTH-SOUTHEAST OF THE EXTENDED CENTER OF A DIRT ROAD
 BQ0336'LEADING EAST TO GIG FARMS, 40.2 METERS (132.0 FT) NORTHWEST OF THE
 BQ0336'NORTHWEST CORNER OF A BOX CULVERT, AND 20.0 METERS (65.5 FT)
 BQ0336'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 BQ0336'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 24.0
 BQ0336'FT.
 BQ0336'THE MARK IS 0.5 METERS  ENE FROM  A WITNESS POST AND FENCE
 BQ0336'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0535 ***********************************************************************
 CC0535  DESIGNATION -  X 1391
 CC0535  PID         -  CC0535
 CC0535  STATE/COUNTY-  TX/REEVES
 CC0535  USGS QUAD   -  RED BLUFF (1968)
 CC0535
 CC0535                         *CURRENT SURVEY CONTROL
 CC0535  ___________________________________________________________________
 CC0535* NAD 83(1986)-  31 52 59.     (N)    103 57 01.     (W)     SCALED    
 CC0535* NAVD 88     -       864.582  (meters)    2836.55   (feet)  ADJUSTED  
 CC0535  ___________________________________________________________________
 CC0535  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CC0535  DYNAMIC HT  -         863.303 (meters)    2832.35  (feet)  COMP
 CC0535  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 CC0535
 CC0535  VERT ORDER  -  FIRST     CLASS II
 CC0535
 CC0535.The horizontal coordinates were scaled from a topographic map and have
 CC0535.an estimated accuracy of +/- 6 seconds.
 CC0535
 CC0535.The orthometric height was determined by differential leveling
 CC0535.and adjusted by the National Geodetic Survey in June 1991..
 CC0535
 CC0535.The geoid height was determined by GEOID03.
 CC0535
 CC0535.The dynamic height is computed by dividing the NAVD 88
 CC0535.geopotential number by the normal gravity value computed on the
 CC0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0535.degrees latitude (g = 980.6199 gals.).
 CC0535
 CC0535.The modeled gravity was interpolated from observed gravity values.
 CC0535
 CC0535;                    North         East    Units  Estimated Accuracy
 CC0535;SPC TX C     - 3,251,270.      357,850.      MT  (+/- 180 meters Scaled)
 CC0535
 CC0535                          SUPERSEDED SURVEY CONTROL
 CC0535
 CC0535.No superseded survey control is available for this station.
 CC0535
 CC0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER992279(NAD 83)
 CC0535_MARKER: I = METAL ROD
 CC0535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0535_SP_SET: STAINLESS STEEL ROD
 CC0535_STAMPING: X 1391 1981
 CC0535_MARK LOGO: NGS   
 CC0535_PROJECTION: FLUSH
 CC0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0535+STABILITY: POSITION/ELEVATION WELL
 CC0535_ROD/PIPE-DEPTH: 4.6  meters
 CC0535
 CC0535  HISTORY     - Date     Condition        Report By
 CC0535  HISTORY     - 1981     MONUMENTED       NGS
 CC0535
 CC0535                          STATION DESCRIPTION
 CC0535
 CC0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0535'7.6 KM (4.7 MI) NW FROM ORLA.
 CC0535'7.6 KM (4.7 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0535'WITH FARM ROAD 652 IN ORLA, 19.2 METERS (63.0 FT) NORTHEAST OF THE
 CC0535'CENTERLINE OF THE HIGHWAY, AND 12.8 METERS (42.0 FT) SOUTHEAST OF
 CC0535'THE CENTER OF A GRAVELED ROAD LEADING NORTHEAST.  NOTE=REFUSAL WAS
 CC0535'REACHED AT 4.6 METERS (15.0 FT).  ACCESS TO THE DATUM POINT IS
 CC0535'THROUGH A 5-INCH LOGO CAP.
 CC0535'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CC0535'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0375 ***********************************************************************
 CE0375  DESIGNATION -  X 1392
 CE0375  PID         -  CE0375
 CE0375  STATE/COUNTY-  TX/EL PASO
 CE0375  USGS QUAD   -  CLINT (1995)
 CE0375
 CE0375                         *CURRENT SURVEY CONTROL
 CE0375  ___________________________________________________________________
 CE0375* NAD 83(1986)-  31 34 47.     (N)    106 13 35.     (W)     SCALED    
 CE0375* NAVD 88     -      1107.916  (meters)    3634.89   (feet)  ADJUSTED  
 CE0375  ___________________________________________________________________
 CE0375  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0375  DYNAMIC HT  -        1106.225 (meters)    3629.34  (feet)  COMP
 CE0375  MODELED GRAV-     979,076.3   (mgal)                       NAVD 88
 CE0375
 CE0375  VERT ORDER  -  FIRST     CLASS II
 CE0375
 CE0375.The horizontal coordinates were scaled from a topographic map and have
 CE0375.an estimated accuracy of +/- 6 seconds.
 CE0375
 CE0375.The orthometric height was determined by differential leveling
 CE0375.and adjusted by the National Geodetic Survey in June 1991..
 CE0375
 CE0375.The geoid height was determined by GEOID03.
 CE0375
 CE0375.The dynamic height is computed by dividing the NAVD 88
 CE0375.geopotential number by the normal gravity value computed on the
 CE0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0375.degrees latitude (g = 980.6199 gals.).
 CE0375
 CE0375.The modeled gravity was interpolated from observed gravity values.
 CE0375
 CE0375;                    North         East    Units  Estimated Accuracy
 CE0375;SPC TX C     - 3,226,890.      140,920.      MT  (+/- 180 meters Scaled)
 CE0375
 CE0375                          SUPERSEDED SURVEY CONTROL
 CE0375
 CE0375.No superseded survey control is available for this station.
 CE0375
 CE0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ836945(NAD 83)
 CE0375_MARKER: I = METAL ROD
 CE0375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0375_SP_SET: STAINLESS STEEL ROD
 CE0375_STAMPING: X 1392 1981
 CE0375_MARK LOGO: NGS   
 CE0375_PROJECTION: FLUSH
 CE0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0375_ROD/PIPE-DEPTH: 18.3 meters
 CE0375
 CE0375  HISTORY     - Date     Condition        Report By
 CE0375  HISTORY     - 1981     MONUMENTED       NGS
 CE0375
 CE0375                          STATION DESCRIPTION
 CE0375
 CE0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0375'11.3 KM (7.0 MI) NW FROM FABENS.
 CE0375'11.3 KM (7.0 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0375'OFFICE IN FABENS, AT THE GREEN LATERAL CANAL, 11.3 METERS (37.0 FT)
 CE0375'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.7 METERS (32.0 FT)
 CE0375'EAST OF THE CENTER OF A PAVED ROAD AND 0.3 METER (1.0 FT) WEST
 CE0375'OF THE WEST WINGWALL OF THE CANAL.  NOTE=ACCESS TO THE DATUM POINT
 CE0375'IS THROUGH A 5-INCH LOGO CAP.
 CE0375'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CE0375'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0772 ***********************************************************************
 CD0772  DESIGNATION -  X 1393
 CD0772  PID         -  CD0772
 CD0772  STATE/COUNTY-  TX/HUDSPETH
 CD0772  USGS QUAD   -  ESPERANZA (1972)
 CD0772
 CD0772                         *CURRENT SURVEY CONTROL
 CD0772  ___________________________________________________________________
 CD0772* NAD 83(1986)-  31 12 12.     (N)    105 44 39.     (W)     SCALED    
 CD0772* NAVD 88     -      1075.132  (meters)    3527.33   (feet)  ADJUSTED  
 CD0772  ___________________________________________________________________
 CD0772  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CD0772  DYNAMIC HT  -        1073.450 (meters)    3521.81  (feet)  COMP
 CD0772  MODELED GRAV-     979,040.6   (mgal)                       NAVD 88
 CD0772
 CD0772  VERT ORDER  -  FIRST     CLASS II
 CD0772
 CD0772.The horizontal coordinates were scaled from a topographic map and have
 CD0772.an estimated accuracy of +/- 6 seconds.
 CD0772
 CD0772.The orthometric height was determined by differential leveling
 CD0772.and adjusted by the National Geodetic Survey in June 1991..
 CD0772
 CD0772.The geoid height was determined by GEOID03.
 CD0772
 CD0772.The dynamic height is computed by dividing the NAVD 88
 CD0772.geopotential number by the normal gravity value computed on the
 CD0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0772.degrees latitude (g = 980.6199 gals.).
 CD0772
 CD0772.The modeled gravity was interpolated from observed gravity values.
 CD0772
 CD0772;                    North         East    Units  Estimated Accuracy
 CD0772;SPC TX C     - 3,182,890.      184,600.      MT  (+/- 180 meters Scaled)
 CD0772
 CD0772                          SUPERSEDED SURVEY CONTROL
 CD0772
 CD0772.No superseded survey control is available for this station.
 CD0772
 CD0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ291523(NAD 83)
 CD0772_MARKER: DB = BENCH MARK DISK
 CD0772_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0772_SP_SET: PIER
 CD0772_STAMPING: X 1393 1981
 CD0772_MARK LOGO: NGS   
 CD0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0772+STABILITY: POSITION/ELEVATION WELL
 CD0772
 CD0772  HISTORY     - Date     Condition        Report By
 CD0772  HISTORY     - 1981     MONUMENTED       NGS
 CD0772
 CD0772                          STATION DESCRIPTION
 CD0772
 CD0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0772'41.2 KM (25.6 MI) NW FROM SIERRA BLANCA.
 CD0772'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0772'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0772'SOUTH ALONG A GRAVELED ROAD, THENCE 34.8 KM (21.6 MI) NORTHWESTERLY
 CD0772'ALONG INTERSTATE HIGHWAY 10, AT THE JUNCTION OF 2217 (EXIT 81), SET
 CD0772'VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHWESTERLY ONE OF
 CD0772'TWO CONCRETE PIERS OF THE EAST BOUND HIGHWAY OVERPASS AND 13.1
 CD0772'METERS (43.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES
 CD0772'OF THE HIGHWAY.
 CD0772'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0796 ***********************************************************************
 CD0796  DESIGNATION -  X 1394
 CD0796  PID         -  CD0796
 CD0796  STATE/COUNTY-  TX/HUDSPETH
 CD0796  USGS QUAD   -  LASCA (1979)
 CD0796
 CD0796                         *CURRENT SURVEY CONTROL
 CD0796  ___________________________________________________________________
 CD0796* NAD 83(1986)-  31 12 03.     (N)    105 27 23.     (W)     SCALED    
 CD0796* NAVD 88     -      1422.369  (meters)    4666.56   (feet)  ADJUSTED  
 CD0796  ___________________________________________________________________
 CD0796  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CD0796  DYNAMIC HT  -        1420.096 (meters)    4659.10  (feet)  COMP
 CD0796  MODELED GRAV-     978,993.0   (mgal)                       NAVD 88
 CD0796
 CD0796  VERT ORDER  -  FIRST     CLASS II
 CD0796
 CD0796.The horizontal coordinates were scaled from a topographic map and have
 CD0796.an estimated accuracy of +/- 6 seconds.
 CD0796
 CD0796.The orthometric height was determined by differential leveling
 CD0796.and adjusted by the National Geodetic Survey in June 1991..
 CD0796
 CD0796.The geoid height was determined by GEOID03.
 CD0796
 CD0796.The dynamic height is computed by dividing the NAVD 88
 CD0796.geopotential number by the normal gravity value computed on the
 CD0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0796.degrees latitude (g = 980.6199 gals.).
 CD0796
 CD0796.The modeled gravity was interpolated from observed gravity values.
 CD0796
 CD0796;                    North         East    Units  Estimated Accuracy
 CD0796;SPC TX C     - 3,181,310.      211,980.      MT  (+/- 180 meters Scaled)
 CD0796
 CD0796                          SUPERSEDED SURVEY CONTROL
 CD0796
 CD0796.No superseded survey control is available for this station.
 CD0796
 CD0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ565519(NAD 83)
 CD0796_MARKER: I = METAL ROD
 CD0796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0796_SP_SET: STAINLESS STEEL ROD
 CD0796_STAMPING: X 1394 1981
 CD0796_MARK LOGO: NGS   
 CD0796_PROJECTION: FLUSH
 CD0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0796_ROD/PIPE-DEPTH: 4.3  meters
 CD0796
 CD0796  HISTORY     - Date     Condition        Report By
 CD0796  HISTORY     - 1981     MONUMENTED       NGS
 CD0796
 CD0796                          STATION DESCRIPTION
 CD0796
 CD0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0796'10.2 KM (6.35 MI) NW FROM SIERRA BLANCA.
 CD0796'6.3 KM (3.9 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CD0796'THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI) SOUTH
 CD0796'ALONG A GRAVELED ROAD, THENCE 3.8 KM (2.35 MI) NORTHWEST ALONG
 CD0796'INTERSTATE HIGHWAY 10, 61.9 METERS (203.0 FT) NORTH OF MILEPOST 101
 CD0796'AND 25.6 METERS (84.0 FT) SOUTHWEST FROM THE CENTERLINE OF A
 CD0796'FRONTAGE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CD0796'LOGO CAP.
 CD0796'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CD0796'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0878 ***********************************************************************
 CD0878  DESIGNATION -  X 1395
 CD0878  PID         -  CD0878
 CD0878  STATE/COUNTY-  TX/CULBERSON
 CD0878  USGS QUAD   -  BORACHO (1970)
 CD0878
 CD0878                         *CURRENT SURVEY CONTROL
 CD0878  ___________________________________________________________________
 CD0878* NAD 83(1986)-  31 04 12.     (N)    104 22 38.     (W)     SCALED    
 CD0878* NAVD 88     -      1352.391  (meters)    4436.97   (feet)  ADJUSTED  
 CD0878  ___________________________________________________________________
 CD0878  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CD0878  DYNAMIC HT  -        1350.271 (meters)    4430.01  (feet)  COMP
 CD0878  MODELED GRAV-     979,025.4   (mgal)                       NAVD 88
 CD0878
 CD0878  VERT ORDER  -  FIRST     CLASS II
 CD0878
 CD0878.The horizontal coordinates were scaled from a topographic map and have
 CD0878.an estimated accuracy of +/- 6 seconds.
 CD0878
 CD0878.The orthometric height was determined by differential leveling
 CD0878.and adjusted by the National Geodetic Survey in June 1991..
 CD0878
 CD0878.The geoid height was determined by GEOID03.
 CD0878
 CD0878.The dynamic height is computed by dividing the NAVD 88
 CD0878.geopotential number by the normal gravity value computed on the
 CD0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0878.degrees latitude (g = 980.6199 gals.).
 CD0878
 CD0878.The modeled gravity was interpolated from observed gravity values.
 CD0878
 CD0878;                    North         East    Units  Estimated Accuracy
 CD0878;SPC TX C     - 3,162,580.      314,200.      MT  (+/- 180 meters Scaled)
 CD0878
 CD0878                          SUPERSEDED SURVEY CONTROL
 CD0878
 CD0878.No superseded survey control is available for this station.
 CD0878
 CD0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ594375(NAD 83)
 CD0878_MARKER: DB = BENCH MARK DISK
 CD0878_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0878_SP_SET: BRIDGE PIER
 CD0878_STAMPING: X 1395 1981
 CD0878_MARK LOGO: NGS   
 CD0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0878+STABILITY: POSITION/ELEVATION WELL
 CD0878
 CD0878  HISTORY     - Date     Condition        Report By
 CD0878  HISTORY     - 1981     MONUMENTED       NGS
 CD0878
 CD0878                          STATION DESCRIPTION
 CD0878
 CD0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0878'15.3 KM (9.5 MI) WEST FROM KENT.
 CD0878'15.3 KM (9.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0878'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.3 KM
 CD0878'(0.2 MI) EAST OF MILE POST 167, SET VERTICALLY IN THE SOUTH FACE OF
 CD0878'THE MOST SOUTHERLY ONE OF THREE PIERS, AND THE MIDDLE ONE OF THREE
 CD0878'SETS OF PIERS OF THE EAST BOUND LANES OF THE BRIDGE OVER HARD LUCK
 CD0878'DRAW, 29.7 METERS (97.5 FT) NORTH OF THE CENTER OF A FRONTAGE ROAD,
 CD0878'AND 4.9 METERS (16.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 CD0878'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0591 ***********************************************************************
 CC0591  DESIGNATION -  X 1396
 CC0591  PID         -  CC0591
 CC0591  STATE/COUNTY-  TX/REEVES
 CC0591  USGS QUAD   -  TOYAH (1970)
 CC0591
 CC0591                         *CURRENT SURVEY CONTROL
 CC0591  ___________________________________________________________________
 CC0591* NAD 83(1986)-  31 15 07.     (N)    103 51 53.     (W)     SCALED    
 CC0591* NAVD 88     -       948.582  (meters)    3112.14   (feet)  ADJUSTED  
 CC0591  ___________________________________________________________________
 CC0591  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CC0591  DYNAMIC HT  -         947.177 (meters)    3107.53  (feet)  COMP
 CC0591  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 CC0591
 CC0591  VERT ORDER  -  FIRST     CLASS II
 CC0591
 CC0591.The horizontal coordinates were scaled from a topographic map and have
 CC0591.an estimated accuracy of +/- 6 seconds.
 CC0591
 CC0591.The orthometric height was determined by differential leveling
 CC0591.and adjusted by the National Geodetic Survey in June 1991..
 CC0591
 CC0591.The geoid height was determined by GEOID03.
 CC0591
 CC0591.The dynamic height is computed by dividing the NAVD 88
 CC0591.geopotential number by the normal gravity value computed on the
 CC0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0591.degrees latitude (g = 980.6199 gals.).
 CC0591
 CC0591.The modeled gravity was interpolated from observed gravity values.
 CC0591
 CC0591;                    North         East    Units  Estimated Accuracy
 CC0591;SPC TX C     - 3,181,080.      363,720.      MT  (+/- 180 meters Scaled)
 CC0591
 CC0591                          SUPERSEDED SURVEY CONTROL
 CC0591
 CC0591.No superseded survey control is available for this station.
 CC0591
 CC0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ080580(NAD 83)
 CC0591_MARKER: I = METAL ROD
 CC0591_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0591+WITH SETTING: INFORMATION.
 CC0591_SP_SET: SHALLOW SET METAL ROD
 CC0591_STAMPING: X 1396 1981
 CC0591_MARK LOGO: NGS   
 CC0591_PROJECTION: FLUSH
 CC0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0591+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 CC0591_ROD/PIPE-DEPTH: 2.1  meters
 CC0591
 CC0591  HISTORY     - Date     Condition        Report By
 CC0591  HISTORY     - 1981     MONUMENTED       NGS
 CC0591  HISTORY     - 20001215 POOR             USPSQD
 CC0591  HISTORY     - 20030908 POOR             USPSQD
 CC0591  HISTORY     - 20051107 GOOD             USPSQD
 CC0591
 CC0591                          STATION DESCRIPTION
 CC0591
 CC0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0591'9.8 KM (6.1 MI) SW FROM TOYAH.
 CC0591'9.8 KKM (6.1 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0591'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.8 KM (0.5 MI) SOUTHWEST OF
 CC0591'MILE POST 17, 0.8 KM (0.5 MI) NORTHEAST OF MILE POST 16, AT A CURVE
 CC0591'IN THE ROAD, AND 18.2 METERS (59.7 FT) EAST-SOUTHEAST OF THE
 CC0591'CENTERLINE OF A FRONTAGE ROAD.  NOTE=ROD WAS DRIVEN TO REFUSAL AT
 CC0591'7.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0591'THE MARK IS 0.4 METERS  WNW FROM  A WITNESS POST AND FENCE
 CC0591'THE MARK IS 0.5 M BELOW THE FRONTAGE ROAD.
 CC0591
 CC0591                          STATION RECOVERY (2000)
 CC0591
 CC0591'RECOVERY NOTE BY US POWER SQUADRON 2000 (JPM)
 CC0591'MARK RECOVERED IN POOR CONDITION.
 CC0591
 CC0591                          STATION RECOVERY (2003)
 CC0591
 CC0591'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 CC0591'WITNESS POST AND SIGN IN GOOD CONDITION.LAST TWO NUMBERS OF X1396 ARE
 CC0591'GOUGED OUT BY ROAD EQUIPMENT.
 CC0591
 CC0591                          STATION RECOVERY (2005)
 CC0591
 CC0591'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 CC0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0579 ***********************************************************************
 CC0579  DESIGNATION -  X 1397
 CC0579  PID         -  CC0579
 CC0579  STATE/COUNTY-  TX/REEVES
 CC0579  USGS QUAD   -  PECOS WEST (1981)
 CC0579
 CC0579                         *CURRENT SURVEY CONTROL
 CC0579  ___________________________________________________________________
 CC0579* NAD 83(1986)-  31 23 47.     (N)    103 30 14.     (W)     SCALED    
 CC0579* NAVD 88     -       792.660  (meters)    2600.59   (feet)  ADJUSTED  
 CC0579  ___________________________________________________________________
 CC0579  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CC0579  DYNAMIC HT  -         791.505 (meters)    2596.80  (feet)  COMP
 CC0579  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 CC0579
 CC0579  VERT ORDER  -  FIRST     CLASS II
 CC0579
 CC0579.The horizontal coordinates were scaled from a topographic map and have
 CC0579.an estimated accuracy of +/- 6 seconds.
 CC0579
 CC0579.The orthometric height was determined by differential leveling
 CC0579.and adjusted by the National Geodetic Survey in June 1991..
 CC0579
 CC0579.The geoid height was determined by GEOID03.
 CC0579
 CC0579.The dynamic height is computed by dividing the NAVD 88
 CC0579.geopotential number by the normal gravity value computed on the
 CC0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0579.degrees latitude (g = 980.6199 gals.).
 CC0579
 CC0579.The modeled gravity was interpolated from observed gravity values.
 CC0579
 CC0579;                    North         East    Units  Estimated Accuracy
 CC0579;SPC TX C     - 3,196,050.      398,530.      MT  (+/- 180 meters Scaled)
 CC0579
 CC0579                          SUPERSEDED SURVEY CONTROL
 CC0579
 CC0579.No superseded survey control is available for this station.
 CC0579
 CC0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ422745(NAD 83)
 CC0579_MARKER: DB = BENCH MARK DISK
 CC0579_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0579_SP_SET: BRIDGE PIER
 CC0579_STAMPING: X 1397 1981
 CC0579_MARK LOGO: NGS   
 CC0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0579+STABILITY: POSITION/ELEVATION WELL
 CC0579
 CC0579  HISTORY     - Date     Condition        Report By
 CC0579  HISTORY     - 1981     MONUMENTED       NGS
 CC0579  HISTORY     - 1981     GOOD             NGS
 CC0579  HISTORY     - 20050702 GOOD             USPSQD
 CC0579
 CC0579                          STATION DESCRIPTION
 CC0579
 CC0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0579'IN PECOS.
 CC0579'IN PECOS, AT THE JUNCTION OF INTERSTATE HIGHWAY 20 AND COUNTRY CLUB
 CC0579'DRIVE, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY ONE
 CC0579'OF THREE PIERS OF THE WEST BOUND LANES OF THE HIGHWAY OVERPASS,
 CC0579'9.2 METERS (30.3 FT) WEST OF THE CENTER OF THE DRIVE.
 CC0579'THE MARK IS 1.3 M ABOVE THE GROUND.
 CC0579
 CC0579                          STATION RECOVERY (1981)
 CC0579
 CC0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0579'ORIGINAL DESCRIPTION ON LINE L24561 PART 2.
 CC0579
 CC0579                          STATION RECOVERY (2005)
 CC0579
 CC0579'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CC0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0360 ***********************************************************************
 BQ0360  DESIGNATION -  X 1398
 BQ0360  PID         -  BQ0360
 BQ0360  STATE/COUNTY-  TX/PRESIDIO
 BQ0360  USGS QUAD   -  MARFA (1983)
 BQ0360
 BQ0360                         *CURRENT SURVEY CONTROL
 BQ0360  ___________________________________________________________________
 BQ0360* NAD 83(1986)-  30 20 02.     (N)    104 07 17.     (W)     SCALED    
 BQ0360* NAVD 88     -      1471.085  (meters)    4826.38   (feet)  ADJUSTED  
 BQ0360  ___________________________________________________________________
 BQ0360  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BQ0360  DYNAMIC HT  -        1468.617 (meters)    4818.29  (feet)  COMP
 BQ0360  MODELED GRAV-     978,912.3   (mgal)                       NAVD 88
 BQ0360
 BQ0360  VERT ORDER  -  FIRST     CLASS II
 BQ0360
 BQ0360.The horizontal coordinates were scaled from a topographic map and have
 BQ0360.an estimated accuracy of +/- 6 seconds.
 BQ0360
 BQ0360.The orthometric height was determined by differential leveling
 BQ0360.and adjusted by the National Geodetic Survey in June 1991..
 BQ0360
 BQ0360.The geoid height was determined by GEOID03.
 BQ0360
 BQ0360.The dynamic height is computed by dividing the NAVD 88
 BQ0360.geopotential number by the normal gravity value computed on the
 BQ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0360.degrees latitude (g = 980.6199 gals.).
 BQ0360
 BQ0360.The modeled gravity was interpolated from observed gravity values.
 BQ0360
 BQ0360;                    North         East    Units  Estimated Accuracy
 BQ0360;SPC TXSC     - 4,287,920.      107,670.      MT  (+/- 180 meters Scaled)
 BQ0360
 BQ0360                          SUPERSEDED SURVEY CONTROL
 BQ0360
 BQ0360.No superseded survey control is available for this station.
 BQ0360
 BQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP844561(NAD 83)
 BQ0360_MARKER: I = METAL ROD
 BQ0360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0360_SP_SET: STAINLESS STEEL ROD
 BQ0360_STAMPING: X 1398 1981
 BQ0360_MARK LOGO: NGS   
 BQ0360_PROJECTION: FLUSH
 BQ0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0360_ROD/PIPE-DEPTH: 3.4  meters
 BQ0360
 BQ0360  HISTORY     - Date     Condition        Report By
 BQ0360  HISTORY     - 1981     MONUMENTED       NGS
 BQ0360  HISTORY     - 19961009 GOOD             USPSQD
 BQ0360
 BQ0360                          STATION DESCRIPTION
 BQ0360
 BQ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0360'10.6 KM (6.6 MI) NW FROM MARFA.
 BQ0360'10.6 KM (6.6 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0360'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 0.8 KM (0.5 MI)
 BQ0360'SOUTHEAST OF A CONCRETE HIGHWAY BRIDGE OVER A DRY WASH, 0.6 KM (0.4
 BQ0360'MI) SOUTHEAST OF A CATTLE LOADING PEN, 18.5 METERS (60.7 FT) NORTHWEST
 BQ0360'OF THE NORTHWEST CORNER OF A CONCRETE CULVERT, AND 18.3 METERS (60.0
 BQ0360'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 BQ0360'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 11.0
 BQ0360'FT.
 BQ0360'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 BQ0360'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BQ0360
 BQ0360                          STATION RECOVERY (1996)
 BQ0360
 BQ0360'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0394 ***********************************************************************
 BQ0394  DESIGNATION -  X 1399
 BQ0394  PID         -  BQ0394
 BQ0394  STATE/COUNTY-  TX/PRESIDIO
 BQ0394  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0394
 BQ0394                         *CURRENT SURVEY CONTROL
 BQ0394  ___________________________________________________________________
 BQ0394* NAD 83(1986)-  30 00 49.     (N)    104 12 42.     (W)     SCALED    
 BQ0394* NAVD 88     -      1542.032  (meters)    5059.15   (feet)  ADJUSTED  
 BQ0394  ___________________________________________________________________
 BQ0394  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 BQ0394  DYNAMIC HT  -        1539.385 (meters)    5050.47  (feet)  COMP
 BQ0394  MODELED GRAV-     978,871.5   (mgal)                       NAVD 88
 BQ0394
 BQ0394  VERT ORDER  -  FIRST     CLASS II
 BQ0394
 BQ0394.The horizontal coordinates were scaled from a topographic map and have
 BQ0394.an estimated accuracy of +/- 6 seconds.
 BQ0394
 BQ0394.The orthometric height was determined by differential leveling
 BQ0394.and adjusted by the National Geodetic Survey in June 1991..
 BQ0394
 BQ0394.The geoid height was determined by GEOID03.
 BQ0394
 BQ0394.The dynamic height is computed by dividing the NAVD 88
 BQ0394.geopotential number by the normal gravity value computed on the
 BQ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0394.degrees latitude (g = 980.6199 gals.).
 BQ0394
 BQ0394.The modeled gravity was interpolated from observed gravity values.
 BQ0394
 BQ0394;                    North         East    Units  Estimated Accuracy
 BQ0394;SPC TXSC     - 4,252,840.       97,410.      MT  (+/- 180 meters Scaled)
 BQ0394
 BQ0394                          SUPERSEDED SURVEY CONTROL
 BQ0394
 BQ0394.No superseded survey control is available for this station.
 BQ0394
 BQ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP760205(NAD 83)
 BQ0394_MARKER: I = METAL ROD
 BQ0394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0394_SP_SET: STAINLESS STEEL ROD
 BQ0394_STAMPING: X 1399 1981
 BQ0394_MARK LOGO: NGS   
 BQ0394_PROJECTION: FLUSH
 BQ0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0394_ROD/PIPE-DEPTH: 3.4  meters
 BQ0394
 BQ0394  HISTORY     - Date     Condition        Report By
 BQ0394  HISTORY     - 1981     MONUMENTED       NGS
 BQ0394  HISTORY     - 19961010 GOOD             USPSQD
 BQ0394
 BQ0394                          STATION DESCRIPTION
 BQ0394
 BQ0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0394'24.9 KM (15.45 MI) NE FROM SHAFTER.
 BQ0394'24.9 KM (15.45 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BQ0394'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.4 KM (0.25 MI)
 BQ0394'SOUTHWEST OF A GRAVELED ROAD LEADING SOUTHEAST, 14.9 METERS (48.9 FT)
 BQ0394'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.6 METERS (18.2 FT)
 BQ0394'NORTHEAST OF A FENCE POST WITH A STEEL PIPE BRACE.  NOTE=ACCESS TO
 BQ0394'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0394'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 BQ0394'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0394
 BQ0394                          STATION RECOVERY (1996)
 BQ0394
 BQ0394'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0038 ***********************************************************************
 CV0038  DESIGNATION -  X 14
 CV0038  PID         -  CV0038
 CV0038  STATE/COUNTY-  TX/MIDLAND
 CV0038  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0038
 CV0038                         *CURRENT SURVEY CONTROL
 CV0038  ___________________________________________________________________
 CV0038* NAD 83(1986)-  32 01 54.     (N)    102 00 13.     (W)     SCALED    
 CV0038* NAVD 88     -       849.203  (meters)    2786.09   (feet)  POSTED    
 CV0038  ___________________________________________________________________
 CV0038  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 CV0038  DYNAMIC HT  -         848.010 (meters)    2782.18  (feet)  COMP
 CV0038  MODELED GRAV-     979,209.7   (mgal)                       NAVD 88
 CV0038
 CV0038  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CV0038
 CV0038.The horizontal coordinates were scaled from a topographic map and have
 CV0038.an estimated accuracy of +/- 6 seconds.
 CV0038
 CV0038.The orthometric height was determined by differential leveling
 CV0038.and adjusted by the National Geodetic Survey in 1992..
 CV0038.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CV0038.rate of 1.1 thru 2.0 mm/km.
 CV0038
 CV0038.The geoid height was determined by GEOID03.
 CV0038
 CV0038.The dynamic height is computed by dividing the NAVD 88
 CV0038.geopotential number by the normal gravity value computed on the
 CV0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0038.degrees latitude (g = 980.6199 gals.).
 CV0038
 CV0038.The modeled gravity was interpolated from observed gravity values.
 CV0038
 CV0038;                    North         East    Units  Estimated Accuracy
 CV0038;SPC TX C     - 3,263,370.      542,220.      MT  (+/- 180 meters Scaled)
 CV0038
 CV0038                          SUPERSEDED SURVEY CONTROL
 CV0038
 CV0038  NGVD 29 (??/??/92)  848.83   (m)         2784.9    (f) COMPUTED    1 2
 CV0038
 CV0038.Superseded values are not recommended for survey control.
 CV0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0038.See file dsdata.txt to determine how the superseded data were derived.
 CV0038
 CV0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR829478(NAD 83)
 CV0038_MARKER: P = PIPE CAP
 CV0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0038_STAMPING: X 14 ELEV 2785.030 FT
 CV0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0038
 CV0038  HISTORY     - Date     Condition        Report By
 CV0038  HISTORY     - UNK      MONUMENTED       CGS
 CV0038  HISTORY     - 1956     GOOD             NGS
 CV0038  HISTORY     - 1982     MARK NOT FOUND   NGS
 CV0038
 CV0038                          STATION DESCRIPTION
 CV0038
 CV0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CV0038'4.85 MI NE FROM MIDLAND.
 CV0038'4.85 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CV0038'STATION AT MIDLAND, AT A ROAD CROSSING, 34.8 FEET SOUTHWEST OF THE
 CV0038'16TH POLE NORTHEAST OF MILEPOST 549, 39.8 FEET SOUTHEAST OF THE
 CV0038'SOUTHEAST RAIL, 34 FEET NORTHWEST OF THE CENTER LINE OF A GRADED DIRT
 CV0038'ROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, IN LINE
 CV0038'WITH A ROW OF TELEPHONE POLES, 0.6 FOOT SOUTHEAST OF A WITNESS POST,
 CV0038'SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.4 FOOT
 CV0038'ABOVE THE GROUND.
 CV0038
 CV0038                          STATION RECOVERY (1982)
 CV0038
 CV0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0272 ***********************************************************************
 EN0272  DESIGNATION -  X 140
 EN0272  PID         -  EN0272
 EN0272  STATE/COUNTY-  TX/FLOYD
 EN0272  USGS QUAD   -  WILSON CREEK (1967)
 EN0272
 EN0272                         *CURRENT SURVEY CONTROL
 EN0272  ___________________________________________________________________
 EN0272* NAD 83(1986)-  34 14 06.     (N)    101 09 58.     (W)     SCALED    
 EN0272* NAVD 88     -       870.976  (meters)    2857.53   (feet)  ADJUSTED  
 EN0272  ___________________________________________________________________
 EN0272  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EN0272  DYNAMIC HT  -         869.873 (meters)    2853.91  (feet)  COMP
 EN0272  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 EN0272
 EN0272  VERT ORDER  -  FIRST     CLASS II
 EN0272
 EN0272.The horizontal coordinates were scaled from a topographic map and have
 EN0272.an estimated accuracy of +/- 6 seconds.
 EN0272
 EN0272.The orthometric height was determined by differential leveling
 EN0272.and adjusted by the National Geodetic Survey in June 1991..
 EN0272
 EN0272.The geoid height was determined by GEOID03.
 EN0272
 EN0272.The dynamic height is computed by dividing the NAVD 88
 EN0272.geopotential number by the normal gravity value computed on the
 EN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0272.degrees latitude (g = 980.6199 gals.).
 EN0272
 EN0272.The modeled gravity was interpolated from observed gravity values.
 EN0272
 EN0272;                    North         East    Units  Estimated Accuracy
 EN0272;SPC TXNC     - 2,287,940.      354,380.      MT  (+/- 180 meters Scaled)
 EN0272
 EN0272                          SUPERSEDED SURVEY CONTROL
 EN0272
 EN0272  NGVD 29 (??/??/92)  870.606  (m)         2856.31   (f) ADJ UNCH    1 2
 EN0272
 EN0272.Superseded values are not recommended for survey control.
 EN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0272.See file dsdata.txt to determine how the superseded data were derived.
 EN0272
 EN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC004903(NAD 83)
 EN0272_MARKER: DB = BENCH MARK DISK
 EN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0272_STAMPING: 2856.313 X 140 1933
 EN0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0272+STABILITY: SURFACE MOTION
 EN0272
 EN0272  HISTORY     - Date     Condition        Report By
 EN0272  HISTORY     - 1933     MONUMENTED       CGS
 EN0272  HISTORY     - 1958     GOOD             NGS
 EN0272
 EN0272                          STATION DESCRIPTION
 EN0272
 EN0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0272'9.9 MI E FROM SOUTH PLAINS.
 EN0272'9.9 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0272'THE STATION AT SOUTH PLAINS, FLOYD COUNTY, ABOUT 3.0 MILES NORTHEAST
 EN0272'OF THE SIGNBOARD AT JOHN FARRIS, AT STATION 2884+42 (MILEAGE 291.67),
 EN0272'AT AN OLD WAGON-ROAD CROSSING, ABOUT 3 RAILS WEST OF SIGN P 291.66,
 EN0272'ABOUT 1-1/4 RAILS EAST OF WOODEN TRESTLE P 291.68, 23 FEET NORTH OF
 EN0272'THE TRACK, 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ON THE EAST
 EN0272'SLOPE OF A GULLY.  A STANDARD DISK, STAMPED 2856.313 X 140 1933 AND
 EN0272'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 EN0272'GROUND.  NOTE-- THE WAGON ROAD HAS BEEN ABANDONED, MARK PROJECTS ABOUT
 EN0272'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0241 ***********************************************************************
 BB0241  DESIGNATION -  X 1400
 BB0241  PID         -  BB0241
 BB0241  STATE/COUNTY-  TX/PRESIDIO
 BB0241  USGS QUAD   -  LA BOQUILLA (1978)
 BB0241
 BB0241                         *CURRENT SURVEY CONTROL
 BB0241  ___________________________________________________________________
 BB0241* NAD 83(1986)-  29 44 25.     (N)    104 21 12.     (W)     SCALED    
 BB0241* NAVD 88     -      1126.790  (meters)    3696.81   (feet)  ADJUSTED  
 BB0241  ___________________________________________________________________
 BB0241  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 BB0241  DYNAMIC HT  -        1124.938 (meters)    3690.73  (feet)  COMP
 BB0241  MODELED GRAV-     978,959.9   (mgal)                       NAVD 88
 BB0241
 BB0241  VERT ORDER  -  FIRST     CLASS II
 BB0241
 BB0241.The horizontal coordinates were scaled from a topographic map and have
 BB0241.an estimated accuracy of +/- 6 seconds.
 BB0241
 BB0241.The orthometric height was determined by differential leveling
 BB0241.and adjusted by the National Geodetic Survey in June 1991..
 BB0241
 BB0241.The geoid height was determined by GEOID03.
 BB0241
 BB0241.The dynamic height is computed by dividing the NAVD 88
 BB0241.geopotential number by the normal gravity value computed on the
 BB0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0241.degrees latitude (g = 980.6199 gals.).
 BB0241
 BB0241.The modeled gravity was interpolated from observed gravity values.
 BB0241
 BB0241;                    North         East    Units  Estimated Accuracy
 BB0241;SPC TXSC     - 4,223,190.       82,380.      MT  (+/- 180 meters Scaled)
 BB0241
 BB0241                          SUPERSEDED SURVEY CONTROL
 BB0241
 BB0241.No superseded survey control is available for this station.
 BB0241
 BB0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN625901(NAD 83)
 BB0241_MARKER: I = METAL ROD
 BB0241_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BB0241+WITH SETTING: INFORMATION.
 BB0241_SP_SET: SHALLOW SET METAL ROD
 BB0241_STAMPING: X 1400 1981
 BB0241_MARK LOGO: NGS   
 BB0241_PROJECTION: FLUSH
 BB0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0241_ROD/PIPE-DEPTH: 3.0  meters
 BB0241
 BB0241  HISTORY     - Date     Condition        Report By
 BB0241  HISTORY     - 1981     MONUMENTED       NGS
 BB0241  HISTORY     - 19961010 GOOD             USPSQD
 BB0241
 BB0241                          STATION DESCRIPTION
 BB0241
 BB0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0241'10.9 KM (6.8 MI) SW FROM SHAFTER.
 BB0241'10.9 KM (6.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0241'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, AT A POWERLINE
 BB0241'CROSSING, 15.5 METERS (51.0 FT) EAST-NORTHEAST OF THE CENTERLINE
 BB0241'OF THE HIGHWAY, AND 1.7 METERS (5.4 FT) SOUTH-SOUTHEAST OF A UTILITY
 BB0241'POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BB0241'5-INCH LOGO CAP. REFUSAL WAS REACHED AT 10.0 FT.
 BB0241'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 BB0241'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BB0241
 BB0241                          STATION RECOVERY (1996)
 BB0241
 BB0241'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0705 ***********************************************************************
 BP0705  DESIGNATION -  X 1401
 BP0705  PID         -  BP0705
 BP0705  STATE/COUNTY-  TX/BREWSTER
 BP0705  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0705
 BP0705                         *CURRENT SURVEY CONTROL
 BP0705  ___________________________________________________________________
 BP0705* NAD 83(1986)-  30 20 29.     (N)    103 43 11.     (W)     SCALED    
 BP0705* NAVD 88     -      1443.949  (meters)    4737.36   (feet)  ADJUSTED  
 BP0705  ___________________________________________________________________
 BP0705  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 BP0705  DYNAMIC HT  -        1441.586 (meters)    4729.60  (feet)  COMP
 BP0705  MODELED GRAV-     978,954.3   (mgal)                       NAVD 88
 BP0705
 BP0705  VERT ORDER  -  FIRST     CLASS II
 BP0705
 BP0705.The horizontal coordinates were scaled from a topographic map and have
 BP0705.an estimated accuracy of +/- 6 seconds.
 BP0705
 BP0705.The orthometric height was determined by differential leveling
 BP0705.and adjusted by the National Geodetic Survey in June 1991..
 BP0705
 BP0705.The geoid height was determined by GEOID03.
 BP0705
 BP0705.The dynamic height is computed by dividing the NAVD 88
 BP0705.geopotential number by the normal gravity value computed on the
 BP0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0705.degrees latitude (g = 980.6199 gals.).
 BP0705
 BP0705.The modeled gravity was interpolated from observed gravity values.
 BP0705
 BP0705;                    North         East    Units  Estimated Accuracy
 BP0705;SPC TXSC     - 4,287,130.      146,290.      MT  (+/- 180 meters Scaled)
 BP0705
 BP0705                          SUPERSEDED SURVEY CONTROL
 BP0705
 BP0705.No superseded survey control is available for this station.
 BP0705
 BP0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP230573(NAD 83)
 BP0705_MARKER: I = METAL ROD
 BP0705_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0705+WITH SETTING: INFORMATION.
 BP0705_SP_SET: SHALLOW SET METAL ROD
 BP0705_STAMPING: X 1401 1981
 BP0705_MARK LOGO: NGS   
 BP0705_PROJECTION: FLUSH
 BP0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0705_ROD/PIPE-DEPTH: 1.2  meters
 BP0705
 BP0705  HISTORY     - Date     Condition        Report By
 BP0705  HISTORY     - 1981     MONUMENTED       NGS
 BP0705
 BP0705                          STATION DESCRIPTION
 BP0705
 BP0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0705'6.1 KM (3.8 MI) SW FROM ALPINE.
 BP0705'2.9 KM (1.8 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0705'RAILROAD STATION IN ALPINE, THENCE 3.2 KM (2.0 MI) WESTERLY ALONG U.S.
 BP0705'HIGHWAYS 67 AND 90, 0.2 KM (0.1 MI) NORTHEAST OF THE NORTHEAST END OF
 BP0705'A BRIDGE, 25.9 METERS (85.0 FT) WEST-SOUTHWEST OF A T-FENCE CORNER,
 BP0705'AND 18.3 METERS (60.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 BP0705'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0705'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 BP0705'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0729 ***********************************************************************
 BP0729  DESIGNATION -  X 1402
 BP0729  PID         -  BP0729
 BP0729  STATE/COUNTY-  TX/BREWSTER
 BP0729  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0729
 BP0729                         *CURRENT SURVEY CONTROL
 BP0729  ___________________________________________________________________
 BP0729* NAD 83(1986)-  30 12 43.     (N)    103 16 33.     (W)     SCALED    
 BP0729* NAVD 88     -      1238.042  (meters)    4061.81   (feet)  ADJUSTED  
 BP0729  ___________________________________________________________________
 BP0729  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 BP0729  DYNAMIC HT  -        1236.017 (meters)    4055.17  (feet)  COMP
 BP0729  MODELED GRAV-     978,963.3   (mgal)                       NAVD 88
 BP0729
 BP0729  VERT ORDER  -  FIRST     CLASS II
 BP0729
 BP0729.The horizontal coordinates were scaled from a topographic map and have
 BP0729.an estimated accuracy of +/- 6 seconds.
 BP0729
 BP0729.The orthometric height was determined by differential leveling
 BP0729.and adjusted by the National Geodetic Survey in June 1991..
 BP0729
 BP0729.The geoid height was determined by GEOID03.
 BP0729
 BP0729.The dynamic height is computed by dividing the NAVD 88
 BP0729.geopotential number by the normal gravity value computed on the
 BP0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0729.degrees latitude (g = 980.6199 gals.).
 BP0729
 BP0729.The modeled gravity was interpolated from observed gravity values.
 BP0729
 BP0729;                    North         East    Units  Estimated Accuracy
 BP0729;SPC TXSC     - 4,271,150.      188,420.      MT  (+/- 180 meters Scaled)
 BP0729
 BP0729                          SUPERSEDED SURVEY CONTROL
 BP0729
 BP0729.No superseded survey control is available for this station.
 BP0729
 BP0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP659435(NAD 83)
 BP0729_MARKER: I = METAL ROD
 BP0729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0729_SP_SET: STAINLESS STEEL ROD
 BP0729_STAMPING: X 1402 1981
 BP0729_MARK LOGO: NGS   
 BP0729_PROJECTION: FLUSH
 BP0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0729+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 BP0729_ROD/PIPE-DEPTH: 3.7  meters
 BP0729
 BP0729  HISTORY     - Date     Condition        Report By
 BP0729  HISTORY     - 1981     MONUMENTED       NGS
 BP0729  HISTORY     - 20010710 GOOD             INDIV
 BP0729
 BP0729                          STATION DESCRIPTION
 BP0729
 BP0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0729'3.0 KM (1.85 MI) WEST FROM MARATHON.
 BP0729'3.0 KM (1.85 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0729'IN MARATHON, 31.7 METERS (104.0 FT) NORTHEAST OF THE NORTHEAST CORNER
 BP0729'OF A DOUBLE 48-INCH CONCRETE PIPE CULVERT AND 22.6 METERS (74.1 FT)
 BP0729'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 BP0729'POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0729'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0729'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 BP0729
 BP0729                          STATION RECOVERY (2001)
 BP0729
 BP0729'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JRJ)
 BP0729'1.85 MI WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0729'MARATHON, 104.0' NORTHWEST OF THE NORTHWEST CORNER OF A DOUBLE 48 INCH
 BP0729'CONCRETE PIPE CULVERT AND 74.0' NORTH OF THE CENTERLINE OF HIGHWAY 90.
 BP0729' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0753 ***********************************************************************
 BP0753  DESIGNATION -  X 1403
 BP0753  PID         -  BP0753
 BP0753  STATE/COUNTY-  TX/BREWSTER
 BP0753  USGS QUAD   -  TESNUS NE (1968)
 BP0753
 BP0753                         *CURRENT SURVEY CONTROL
 BP0753  ___________________________________________________________________
 BP0753* NAD 83(1986)-  30 10 43.     (N)    102 48 39.     (W)     SCALED    
 BP0753* NAVD 88     -      1202.315  (meters)    3944.60   (feet)  ADJUSTED  
 BP0753  ___________________________________________________________________
 BP0753  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BP0753  DYNAMIC HT  -        1200.351 (meters)    3938.15  (feet)  COMP
 BP0753  MODELED GRAV-     978,967.2   (mgal)                       NAVD 88
 BP0753
 BP0753  VERT ORDER  -  FIRST     CLASS II
 BP0753
 BP0753.The horizontal coordinates were scaled from a topographic map and have
 BP0753.an estimated accuracy of +/- 6 seconds.
 BP0753
 BP0753.The orthometric height was determined by differential leveling
 BP0753.and adjusted by the National Geodetic Survey in June 1991..
 BP0753
 BP0753.The geoid height was determined by GEOID03.
 BP0753
 BP0753.The dynamic height is computed by dividing the NAVD 88
 BP0753.geopotential number by the normal gravity value computed on the
 BP0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0753.degrees latitude (g = 980.6199 gals.).
 BP0753
 BP0753.The modeled gravity was interpolated from observed gravity values.
 BP0753
 BP0753;                    North         East    Units  Estimated Accuracy
 BP0753;SPC TXSC     - 4,265,910.      233,040.      MT  (+/- 180 meters Scaled)
 BP0753
 BP0753                          SUPERSEDED SURVEY CONTROL
 BP0753
 BP0753.No superseded survey control is available for this station.
 BP0753
 BP0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP107406(NAD 83)
 BP0753_MARKER: I = METAL ROD
 BP0753_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0753+WITH SETTING: INFORMATION.
 BP0753_SP_SET: SHALLOW SET METAL ROD
 BP0753_STAMPING: X 1403 1981
 BP0753_MARK LOGO: NGS   
 BP0753_PROJECTION: FLUSH
 BP0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0753_ROD/PIPE-DEPTH: 0.9  meters
 BP0753
 BP0753  HISTORY     - Date     Condition        Report By
 BP0753  HISTORY     - 1981     MONUMENTED       NGS
 BP0753  HISTORY     - 20010331 GOOD             NGS
 BP0753
 BP0753                          STATION DESCRIPTION
 BP0753
 BP0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0753'43.3 KM (26.9 MI) EAST FROM MARATHON.
 BP0753'43.3 KM (26.9 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0753'IN MARATHON, OR 0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM
 BP0753'THE SOUTHERN PACIFIC RAILROAD STATION IN SANDERSON, THENCE 43.4 KM
 BP0753'(26.95 MI) WESTERLY ALONG U.S. HIGHWAY 90, 0.1 KM (0.5 MI) EAST OF A
 BP0753'TRACCK ROAD,  AND 32.6 METERS (107.0 FT) SOUTH OF THE CENTERLINE OF
 BP0753'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BP0753'CAP.
 BP0753'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0753'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BP0753
 BP0753                          STATION RECOVERY (2001)
 BP0753
 BP0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0753'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1327 ***********************************************************************
 AE1327  DESIGNATION -  X 1404
 AE1327  PID         -  AE1327
 AE1327  STATE/COUNTY-  TX/ZAPATA
 AE1327  USGS QUAD   -  ZAPATA (1979)
 AE1327
 AE1327                         *CURRENT SURVEY CONTROL
 AE1327  ___________________________________________________________________
 AE1327* NAD 83(1986)-  26 53 47.     (N)    099 15 53.     (W)     SCALED    
 AE1327* NAVD 88     -       114.173  (meters)     374.58   (feet)  ADJUSTED  
 AE1327  ___________________________________________________________________
 AE1327  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AE1327  DYNAMIC HT  -         113.988 (meters)     373.98  (feet)  COMP
 AE1327  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 AE1327
 AE1327  VERT ORDER  -  FIRST     CLASS II
 AE1327
 AE1327.The horizontal coordinates were scaled from a topographic map and have
 AE1327.an estimated accuracy of +/- 6 seconds.
 AE1327
 AE1327.The orthometric height was determined by differential leveling
 AE1327.and adjusted by the National Geodetic Survey in June 1991..
 AE1327
 AE1327.The geoid height was determined by GEOID03.
 AE1327
 AE1327.The dynamic height is computed by dividing the NAVD 88
 AE1327.geopotential number by the normal gravity value computed on the
 AE1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1327.degrees latitude (g = 980.6199 gals.).
 AE1327
 AE1327.The modeled gravity was interpolated from observed gravity values.
 AE1327
 AE1327;                    North         East    Units  Estimated Accuracy
 AE1327;SPC TX S     - 5,136,470.      224,040.      MT  (+/- 180 meters Scaled)
 AE1327
 AE1327                          SUPERSEDED SURVEY CONTROL
 AE1327
 AE1327.No superseded survey control is available for this station.
 AE1327
 AE1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ737749(NAD 83)
 AE1327_MARKER: I = METAL ROD
 AE1327_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1327+WITH SETTING: INFORMATION.
 AE1327_SP_SET: SHALLOW SET METAL ROD
 AE1327_STAMPING: X 1404 1981
 AE1327_MARK LOGO: NGS   
 AE1327_PROJECTION: FLUSH
 AE1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1327_ROD/PIPE-DEPTH: 1.2  meters
 AE1327
 AE1327  HISTORY     - Date     Condition        Report By
 AE1327  HISTORY     - 1981     MONUMENTED       NGS
 AE1327
 AE1327                          STATION DESCRIPTION
 AE1327
 AE1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1327'IN ZAPATA.
 AE1327'IN ZAPATA, AT THE JUNCTION OF U.S. HIGHWAY 83 AND SECOND AVENUE, AT
 AE1327'THE SOUTHEAST EDGE OF TOWN, 1.5 KM (0.95 MI) SOUTHEAST OF JUNCTION OF
 AE1327'STATE ROUTE 16 IN ZAPATA, 19.0 METERS (62.3 FT) SOUTHWEST OF
 AE1327'CENTERLINE OF HIGHWAY, 9.5 METERS (31.0 FT) SOUTHEAST OF CENTER OF
 AE1327'SECOND AVENUE, 1.4 METERS (4.5 FT) SOUTHWEST OF A TELEPHONE JUNCTION
 AE1327'BOX, 1.7 METERS (5.6 FT) SOUTHWEST OF A 0.91 METERS (3 FT) HIGH WOODEN
 AE1327'RIGHT-OF-WAY POST, AND 4.3 METERS (14.0 FT) EAST NORTHEAST OF A
 AE1327'0.91 METERS (3.0 FT) HIGH WOODEN RIGHT-OF-WAY POST.
 AE1327'THE MARK IS 0.30 METERS  ENE FROM A WITNESS POST.
 AE1327'THE MARK IS 0.78 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1324 ***********************************************************************
 AE1324  DESIGNATION -  X 1405
 AE1324  PID         -  AE1324
 AE1324  STATE/COUNTY-  TX/ZAPATA
 AE1324  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1324
 AE1324                         *CURRENT SURVEY CONTROL
 AE1324  ___________________________________________________________________
 AE1324* NAD 83(1986)-  26 51 38.     (N)    099 14 29.     (W)     SCALED    
 AE1324* NAVD 88     -       108.195  (meters)     354.97   (feet)  ADJUSTED  
 AE1324  ___________________________________________________________________
 AE1324  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AE1324  DYNAMIC HT  -         108.020 (meters)     354.40  (feet)  COMP
 AE1324  MODELED GRAV-     979,032.7   (mgal)                       NAVD 88
 AE1324
 AE1324  VERT ORDER  -  FIRST     CLASS II
 AE1324
 AE1324.The horizontal coordinates were scaled from a topographic map and have
 AE1324.an estimated accuracy of +/- 6 seconds.
 AE1324
 AE1324.The orthometric height was determined by differential leveling
 AE1324.and adjusted by the National Geodetic Survey in June 1991..
 AE1324
 AE1324.The geoid height was determined by GEOID03.
 AE1324
 AE1324.The dynamic height is computed by dividing the NAVD 88
 AE1324.geopotential number by the normal gravity value computed on the
 AE1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1324.degrees latitude (g = 980.6199 gals.).
 AE1324
 AE1324.The modeled gravity was interpolated from observed gravity values.
 AE1324
 AE1324;                    North         East    Units  Estimated Accuracy
 AE1324;SPC TX S     - 5,132,490.      226,330.      MT  (+/- 180 meters Scaled)
 AE1324
 AE1324                          SUPERSEDED SURVEY CONTROL
 AE1324
 AE1324.No superseded survey control is available for this station.
 AE1324
 AE1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ760710(NAD 83)
 AE1324_MARKER: I = METAL ROD
 AE1324_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1324+WITH SETTING: INFORMATION.
 AE1324_SP_SET: SHALLOW SET METAL ROD
 AE1324_STAMPING: X 1405 1981
 AE1324_MARK LOGO: NGS   
 AE1324_PROJECTION: FLUSH
 AE1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1324_ROD/PIPE-DEPTH: 1.98 meters
 AE1324
 AE1324  HISTORY     - Date     Condition        Report By
 AE1324  HISTORY     - 1981     MONUMENTED       NGS
 AE1324
 AE1324                          STATION DESCRIPTION
 AE1324
 AE1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1324'6.6 KM (4.1 MI) SE FROM ZAPATA.
 AE1324'6.6 KM (4.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1324'STATE HIGHWAY 16 LEADING NORTHEAST AT ZAPATA, AT THE APOSTOLIC
 AE1324'CHRISTIAN CHURCH, 21.7 METERS (71.2 FT) SOUTH SOUTHWEST OF THE CENTER
 AE1324'OF THE HIGHWAY, 67.1 METERS (220.FT) EAST SOUTHEAST OF THE NORTHEAST
 AE1324'CORNER OF THE CHURCH, 8.2 METERS (26.9 FT) WEST NORTHWEST OF AN
 AE1324'UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 44.2 METERS (145.0 FT) EAST
 AE1324'SOUTHEAST OF THE CENTER OF THE CHURCH DRIVE, 0.62 METERS (2.0 FT) WEST
 AE1324'NORTHWEST OF A CORNER FENCE POST, AND 0.62 METERS (2.0 FT) NORTH
 AE1324'NORTHWEST OF A FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AE1324'THE MARK IS 0.45 METERS  WNW FROM A WITNESS POST.
 AE1324'THE MARK IS ABOVE LEVEL WITH HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1225 ***********************************************************************
 AB1225  FBN         -  This is a Federal Base Network Control Station.
 AB1225  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1225  DESIGNATION -  X 1406
 AB1225  PID         -  AB1225
 AB1225  STATE/COUNTY-  TX/CAMERON
 AB1225  USGS QUAD   -  PORT ISABEL (1983)
 AB1225
 AB1225                         *CURRENT SURVEY CONTROL
 AB1225  ___________________________________________________________________
 AB1225* NAD 83(1993)-  26 03 47.21259(N)    097 12 49.91634(W)     ADJUSTED  
 AB1225* NAVD 88     -         1.351  (meters)       4.43   (feet)  ADJUSTED  
 AB1225  ___________________________________________________________________
 AB1225  X           -    -719,941.467 (meters)                     COMP
 AB1225  Y           -  -5,687,853.436 (meters)                     COMP
 AB1225  Z           -   2,785,336.145 (meters)                     COMP
 AB1225  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AB1225  ELLIP HEIGHT-         -20.06  (meters)          (05/01/00) GPS OBS
 AB1225  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB1225  DYNAMIC HT  -           1.349 (meters)       4.43  (feet)  COMP
 AB1225  MODELED GRAV-     979,065.6   (mgal)                       NAVD 88
 AB1225
 AB1225  HORZ ORDER  -  B
 AB1225  VERT ORDER  -  FIRST     CLASS II
 AB1225  ELLP ORDER  -  THIRD     CLASS I
 AB1225
 AB1225.The horizontal coordinates were established by GPS observations
 AB1225.and adjusted by the National Geodetic Survey in May 1994..
 AB1225
 AB1225.The orthometric height was determined by differential leveling
 AB1225.and adjusted by the National Geodetic Survey in June 1991..
 AB1225
 AB1225.This Tidal Bench Mark is designated as VM 902
 AB1225.by the Center for Operational Oceanographic Products and Services.
 AB1225
 AB1225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1225
 AB1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1225
 AB1225.The ellipsoidal height was determined by GPS observations
 AB1225.and is referenced to NAD 83.
 AB1225
 AB1225.The geoid height was determined by GEOID03.
 AB1225
 AB1225.The dynamic height is computed by dividing the NAVD 88
 AB1225.geopotential number by the normal gravity value computed on the
 AB1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1225.degrees latitude (g = 980.6199 gals.).
 AB1225
 AB1225.The modeled gravity was interpolated from observed gravity values.
 AB1225
 AB1225;                    North         East     Units Scale Factor Converg.
 AB1225;SPC TX S     - 5,044,580.676   428,697.284   MT  1.00002770   +0 35 02.1
 AB1225;SPC TX S     -16,550,428.43  1,406,484.34   sFT  1.00002770   +0 35 02.1
 AB1225;UTM  14      - 2,883,897.292   678,674.427   MT  0.99999419   +0 47 05.9
 AB1225
 AB1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1225!SPC TX S     -   1.00000315  x   1.00002770  =   1.00003085
 AB1225!UTM  14      -   1.00000315  x   0.99999419  =   0.99999734
 AB1225
 AB1225                          SUPERSEDED SURVEY CONTROL
 AB1225
 AB1225  ELLIP H (05/09/94)  -19.92   (m)                       GP(       ) 4 2
 AB1225  NAVD 88 (05/09/94)    1.35   (m)            4.4    (f) LEVELING    3  
 AB1225
 AB1225.Superseded values are not recommended for survey control.
 AB1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1225.See file dsdata.txt to determine how the superseded data were derived.
 AB1225
 AB1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7867483897(NAD 83)
 AB1225_MARKER: I = METAL ROD
 AB1225_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1225_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1225_STAMPING: X 1406 1982
 AB1225_MARK LOGO: NGS   
 AB1225_PROJECTION: FLUSH
 AB1225_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1225+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1998
 AB1225_ROD/PIPE-DEPTH: 14.6 meters
 AB1225
 AB1225  HISTORY     - Date     Condition        Report By
 AB1225  HISTORY     - 1982     MONUMENTED       NGS
 AB1225  HISTORY     - 19910424 GOOD             USPSQD
 AB1225  HISTORY     - 19930210 POOR             USPSQD
 AB1225  HISTORY     - 19930221 GOOD             NGS
 AB1225  HISTORY     - 19980225 GOOD             NGS
 AB1225  HISTORY     - 20040222 GOOD             USPSQD
 AB1225
 AB1225                          STATION DESCRIPTION
 AB1225
 AB1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1225'IN PORT ISABEL.
 AB1225'THE MARK IS 0.6 M BELOW ROAD.
 AB1225'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB1225'HOUSE IN PORT ISABEL TO THE JUNCTION OF PORT ROAD, THENCE 1.0 KM
 AB1225'(0.6 MI) SOUTHWEST ALONG PORT ROAD, THENCE 0.25 KM (0.15 MI) SOUTHEAST
 AB1225'ALONG AN ASPHALT ROAD LEADING TO THE SHRIMP BOAT PIERS, SET BY A POWER
 AB1225'POLE ON THE SOUTH SIDE OF THE ASPHALT ROAD WITH THREE ANCHOR CABLES
 AB1225'AND AT A POINT WHERE THE POWERLINES MAKE AN ANGLE TURN LEADING NORTH
 AB1225'EAST, THIS IS LOCATED NORTH OF THE TURNING BASIN AND ABOUT 60 METERS
 AB1225'(200.0 FT) NORTH OF THE OLD OIL DOCK AND TIDE GAGE 877 9770, 16.7
 AB1225'METERS (55.0 FT) SOUTHEAST OF THE CENTER OF THE ASPHALT ROAD, 36.5
 AB1225'METERS (120.0 FT) SOUTH SOUTHEAST AND ACROSS THE ROAD FROM BENCH MARK
 AB1225'13 1972, 44.8 METERS (147.0 FT) NORTH OF THE NORTHEAST CORNER OF THE
 AB1225'WALKWAY LEADING TO THE OLD OIL DOCK, 0.7 METER (2.5 FT) SOUTHWEST OF
 AB1225'POWER POLE NUMBER 324, 1.2 METERS (4.0 FT) SOUTHWEST OF A TELEPHONE
 AB1225'JUNCTION BOX, AND 6.0 METERS (20.0 FT) WEST OF THE BASE OF THE MOST
 AB1225'EASTERLY GUY CABLE.
 AB1225'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AB1225
 AB1225                          STATION RECOVERY (1991)
 AB1225
 AB1225'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1225'RECOVERED IN GOOD CONDITION.
 AB1225
 AB1225                          STATION RECOVERY (1993)
 AB1225
 AB1225'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1225'MARK RECOVERED IN POOR CONDITION.
 AB1225
 AB1225                          STATION RECOVERY (1993)
 AB1225
 AB1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AB1225'STATION IS LOCATED ABOUT 26 KM (16.15 MI) NORTHEAST OF BROWNSVILLE, IN
 AB1225'PORT ISABEL IN THE VICINITY OF THE PORT ISABEL NAVIGATION DISTRICT ON
 AB1225'A CLEAR AND SANDY STRIP OF LAND BETWEEN A PAVED ROAD AND THE WATERS
 AB1225'EDGE.  OWNERSHIP--UNKNOWN.
 AB1225'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 48 WEST IN PORT
 AB1225'ISABEL, GO NORTHEAST ON HIGHWAY 100 FOR 0.73 KM (0.45 MI) TO A TURN
 AB1225'LANE ON THE RIGHT JUST BEFORE A T-JUNCTION TO THE RIGHT (PORT ROAD).
 AB1225'TURN RIGHT, SOUTHEAST ON THE TURN LANE FOR O.10 KM TO A Y-JUNCTION.
 AB1225'TURN RIGHT, SOUTH ON PORT ROAD FOR 0.84 KM (0.50 MI) PASSING A WATER
 AB1225'TOWER ON THE LEFT AND A LARGE CITY PARK ON THE RIGHT TO A Y ROAD
 AB1225'LEFT. TURN LEFT, EASTERLY ON INDUSTRIAL DRIVE FOR 0.27 KM (0.15 MI)
 AB1225'TO THE STATION ON THE RIGHT AT THE WEST END OF A CURVE IN THE ROAD,
 AB1225'AND JUST WEST OF THE PORT ISABEL-SAN BENITO NAVIGATION DISTRICT
 AB1225'OFFICE.
 AB1225'STATION IS A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 AB1225'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AB1225'SET 30 CM BELOW THE GROUND.  IT IS 13.3 M (43.6 FT) SOUTH FROM THE
 AB1225'CENTER OF THE THE ROAD, ABOUT 30 M (98.4 FT) NORTH FROM THE WATERS
 AB1225'EDGE, 19.1 M (62.7 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A CHAIN
 AB1225'LINK FENCE AROUND AN ABANDONDED OIL DOCK BUILDING, 12.8 M (42.0 FT)
 AB1225'WEST FROM A LONE POWER POLE WITH A METER BOX, 2.7 M (8.9 FT) NORTHWEST
 AB1225'FROM A WATER METER VALVE PROJECTING 10 CM, 1.0 M (3.3 FT)
 AB1225'SOUTH-SOUTHWEST FROM A POWER POLE WITH A TRANSFORMER NEXT TO TELEPHONE
 AB1225'CABLE WARNING POST NUMBER F324, AND 0.3 M (1.0 FT) NORTHEAST FROM A
 AB1225'STEEL WITNESS POST.
 AB1225
 AB1225                          STATION RECOVERY (1998)
 AB1225
 AB1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AB1225'RECOVERED IN GOOD CONDITION.  RECORD SETTING IS TYPE 59, BUT NATIVE
 AB1225'SOIL WAS EXCAVATED BY HAND TO 0.4 M (1.3 FT) BELOW THE MARK AND NO
 AB1225'SLEEVE FOUND.  THERE IS NO RECORD SLEEVE LENGTH.  OLDER ONE PIN
 AB1225'VERTICAL LOGO CAP FOUND AND IS TYPICAL OF TYPE 49.  THE STATION IS
 AB1225'LOCATED ABOUT 26 KM (16.15 MI) NORTHEAST OF BROWNSVILLE AT THE NORTH
 AB1225'SIDE OF THE PORT ISABEL TURNING STATION.  OWNERSHIP--PORT ISABEL-SAN
 AB1225'BENITO NAVIGATION DISTRICT, ATTN PORT DIRECTOR ROBERT CORNELISON, 250
 AB1225'INDUSTRIAL DRIVE, PORT ISABEL TX 78578, PHONE 956-943-7826.  TO REACH
 AB1225'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 100 AND STATE HIGHWAY
 AB1225'48 IN PORT ISABEL, GO EAST ON STATE HIGHWAY 100 FOR 0.8 KM (0.50 MI)
 AB1225'FOLLOWING THE RIGHT TURN LANE TO A FORK IN THE ROAD.  BEAR RIGHT AT
 AB1225'THE TRAFFIC ISLAND TO GO SOUTH ON PORT ROAD FOR 0.9 KM (0.55 MI) TO A
 AB1225'FORK IN THE ROAD.  BEAR LEFT AND FOLLOW A CURVE TO GO EAST ON
 AB1225'INDUSTRIAL DRIVE FOR 0.32 KM (0.20 MI) TO THE BEGINNING OF A SHARP
 AB1225'CURVE TO THE LEFT, THE NAVIGATION DISTRICT OFFICE AHEAD AND THE
 AB1225'STATION ON RIGHT.  THE MARK IS A PUNCH HOLE AT TOP CENTER OF A
 AB1225'STAINLESS STEEL ROD OF RECORD LENGTH 14.6 M (47.9 FT) WITHOUT GREASED
 AB1225'SLEEVE, ENCASED IN A 12.7 CM (5 IN) PVC PIPE WITH NGS LOGO CAP
 AB1225'SURROUNDED WITH CONCRETE.  THE MARK IS RECESSED 10 CM BELOW THE TOP OF
 AB1225'THE LOGO CAP.  THE LOGO CAP IS RECESSED 15 CM BELOW THE GROUND AND 15
 AB1225'CM BELOW THE CENTER OF THE CONCRETE ROAD.  THE STATION IS LOCATED 36.7
 AB1225'M (120.4 FT) SOUTH AND ACROSS THE ROAD FROM STATION 877 9770 TIDAL 13,
 AB1225'13.3 M (43.6 FT) (43.7) FT SOUTH FROM THE CENTER OF ROAD, 36.0 M
 AB1225'(118.1 FT) WEST FROM THE SOUTH FENCE CORNER AROUND A PORT RADIO
 AB1225'CONTROL TOWER, 19.1 M (62.7 FT) NORTHEAST FROM THE NORTH CORNER OF A
 AB1225'5FT CHAIN LINK FENCE, 4.6 M (15.1 FT) WEST-NORTHWEST FROM A 4X4IN BY
 AB1225'5FT WOOD POST FOR VALVE WITNESS, 1.0 M (3.3 FT) SOUTHWEST FROM A WOOD
 AB1225'UTILITY POLE WITH TWO GUYED ANCHORS AND TRANSFORMER (NEARLY OVERHEAD)
 AB1225'ON THE SOUTH SIDE OF POLE, 20 CM WEST FROM A 1/2 IN STEEL REBAR, AND
 AB1225'0.6 FT (18.3 CM) NORTH FROM A FIBERGLASS WITNESS POST.
 AB1225
 AB1225                          STATION RECOVERY (2004)
 AB1225
 AB1225'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AB1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1279 ***********************************************************************
 AB1279  DESIGNATION -  X 1407
 AB1279  PID         -  AB1279
 AB1279  STATE/COUNTY-  TX/WILLACY
 AB1279  USGS QUAD   -  YTURRIA (1982)
 AB1279
 AB1279                         *CURRENT SURVEY CONTROL
 AB1279  ___________________________________________________________________
 AB1279* NAD 83(1986)-  26 35 11.     (N)    097 46 07.     (W)     SCALED    
 AB1279* NAVD 88     -        10.486  (meters)      34.40   (feet)  ADJUSTED  
 AB1279  ___________________________________________________________________
 AB1279  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AB1279  DYNAMIC HT  -          10.469 (meters)      34.35  (feet)  COMP
 AB1279  MODELED GRAV-     979,054.8   (mgal)                       NAVD 88
 AB1279
 AB1279  VERT ORDER  -  FIRST     CLASS II
 AB1279
 AB1279.The horizontal coordinates were scaled from a topographic map and have
 AB1279.an estimated accuracy of +/- 6 seconds.
 AB1279
 AB1279.The orthometric height was determined by differential leveling
 AB1279.and adjusted by the National Geodetic Survey in June 1991..
 AB1279
 AB1279.The geoid height was determined by GEOID03.
 AB1279
 AB1279.The dynamic height is computed by dividing the NAVD 88
 AB1279.geopotential number by the normal gravity value computed on the
 AB1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1279.degrees latitude (g = 980.6199 gals.).
 AB1279
 AB1279.The modeled gravity was interpolated from observed gravity values.
 AB1279
 AB1279;                    North         East    Units  Estimated Accuracy
 AB1279;SPC TX S     - 5,102,110.      372,850.      MT  (+/- 180 meters Scaled)
 AB1279
 AB1279                          SUPERSEDED SURVEY CONTROL
 AB1279
 AB1279.No superseded survey control is available for this station.
 AB1279
 AB1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ226412(NAD 83)
 AB1279_MARKER: I = METAL ROD
 AB1279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1279_SP_SET: STAINLESS STEEL ROD
 AB1279_STAMPING: X 1407 1981
 AB1279_MARK LOGO: NGS   
 AB1279_PROJECTION: FLUSH
 AB1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1279+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1279_ROD/PIPE-DEPTH: 8.5  meters
 AB1279
 AB1279  HISTORY     - Date     Condition        Report By
 AB1279  HISTORY     - 1981     MONUMENTED       NGS
 AB1279  HISTORY     - 20040204 GOOD             USPSQD
 AB1279
 AB1279                          STATION DESCRIPTION
 AB1279
 AB1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1279'12.0 KM (7.5 MI) NORTH FROM RAYMONDVILLE.
 AB1279'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1279'OF STATE HIGHWAY 186 IN RAYMONDVILLE , THENCE 6.9 KM (4.3 MI) NORTH
 AB1279'ALONG U.S. HIGHWAY 77 AT A CROSSOVER BETWEEN THE NORTH AND SOUTH BOUND
 AB1279'LANES LEADING WEST TO A WHITE TELEPHONE BUILDING, 13.1 METERS
 AB1279'(43.0 FT) NORTH OF THE CENTER OF THE ROAD LEADING WEST TO THE
 AB1279'BUILDING, 14.3 METERS (47.0 FT) WEST OF THE WEST RAIL OF THE MISSOURI
 AB1279'PACIFIC RAILROAD, 5.4 METERS (18.0 FT) NORTH OF A LARGE CORNER FENCE,
 AB1279'7.3 METERS (24.0 FT) NORTHEAST OF A 7.3 METERS (24.0 FT) NORTHEAST OF
 AB1279'A POWERLINE POLE WITH A GUY WIRE ANCHOR TO THE EAST, 9.7 METERS
 AB1279'(32.0 FT) EAST NORTHEAST OF THE CENTER OF A METAL GATE, 0.15 METERS
 AB1279'(0.5 FT) EAST OF A WOVEN WIRE FENCE, 26.5 METERS (87.0 FT) NORTH
 AB1279'NORTHEAST OF THE NORTHEAST CORNER OF THE WHITE BUILDING.
 AB1279'THE MARK IS ABOVE LEVEL WITH TRACKS.
 AB1279
 AB1279                          STATION RECOVERY (2004)
 AB1279
 AB1279'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1303 ***********************************************************************
 AB1303  DESIGNATION -  X 1408
 AB1303  PID         -  AB1303
 AB1303  STATE/COUNTY-  TX/CAMERON
 AB1303  USGS QUAD   -  HARLINGEN (1983)
 AB1303
 AB1303                         *CURRENT SURVEY CONTROL
 AB1303  ___________________________________________________________________
 AB1303* NAD 83(1986)-  26 12 45.     (N)    097 40 11.     (W)     SCALED    
 AB1303* NAVD 88     -        10.851  (meters)      35.60   (feet)  ADJUSTED  
 AB1303  ___________________________________________________________________
 AB1303  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AB1303  DYNAMIC HT  -          10.834 (meters)      35.54  (feet)  COMP
 AB1303  MODELED GRAV-     979,037.8   (mgal)                       NAVD 88
 AB1303
 AB1303  VERT ORDER  -  FIRST     CLASS II
 AB1303
 AB1303.The horizontal coordinates were scaled from a topographic map and have
 AB1303.an estimated accuracy of +/- 6 seconds.
 AB1303
 AB1303.The orthometric height was determined by differential leveling
 AB1303.and adjusted by the National Geodetic Survey in June 1991..
 AB1303
 AB1303.The geoid height was determined by GEOID03.
 AB1303
 AB1303.The dynamic height is computed by dividing the NAVD 88
 AB1303.geopotential number by the normal gravity value computed on the
 AB1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1303.degrees latitude (g = 980.6199 gals.).
 AB1303
 AB1303.The modeled gravity was interpolated from observed gravity values.
 AB1303
 AB1303;                    North         East    Units  Estimated Accuracy
 AB1303;SPC TX S     - 5,060,750.      382,970.      MT  (+/- 180 meters Scaled)
 AB1303
 AB1303                          SUPERSEDED SURVEY CONTROL
 AB1303
 AB1303.No superseded survey control is available for this station.
 AB1303
 AB1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP328998(NAD 83)
 AB1303_MARKER: I = METAL ROD
 AB1303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1303_SP_SET: STAINLESS STEEL ROD
 AB1303_STAMPING: X 1408 1981
 AB1303_MARK LOGO: NGS   
 AB1303_PROJECTION: RECESSED 3 CENTIMETERS
 AB1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1303+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 AB1303_ROD/PIPE-DEPTH: 9.7  meters
 AB1303
 AB1303  HISTORY     - Date     Condition        Report By
 AB1303  HISTORY     - 1981     MONUMENTED       NGS
 AB1303  HISTORY     - 19910416 GOOD             USPSQD
 AB1303  HISTORY     - 20060324 GOOD             USPSQD
 AB1303
 AB1303                          STATION DESCRIPTION
 AB1303
 AB1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1303'IN HARLINGEN.
 AB1303'1.4 KM (0.9 MI) EAST ALONG TYLER AVENUE FROM THE CITY HALL IN
 AB1303'HARLINGEN THENCE 0.8 KM (0.5 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77
 AB1303'ROUTE AND SUNSHINE STRIP, THENCE 1.8 KM (1.15 MI) NORTHEAST ALONG FARM
 AB1303'ROAD 507 AT THE JUNCTION OF EAST RIO HONDO ROAD, 39.3 METERS
 AB1303'(129.0 FT) EAST OF THE CENTER OF FARM ROAD 507, 10.3 METERS (34.0 FT)
 AB1303'NORTH OF THE CENTERLINE OF EAST RIO HONDO ROAD, 7.6 METERS (25.5 FT)
 AB1303'EAST SOUTHEAST OF THE EAST END OF A CONCRETE HEADWALL OF A CANAL GATE,
 AB1303'2.2 METERS (7.5 FT) NORTH NORTHEAST OF A POWERLINE POLE, 1.2 METERS
 AB1303'(4.0 FT) NORTH OF A CHAIN LINK FENCE 0.3 METER (1.0 FT) WEST OF THE
 AB1303'CHAIN LINK FENCE.
 AB1303'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 AB1303'THE MARK IS 0.3 M ABOVE EAST RIO HONDO ROAD.
 AB1303
 AB1303                          STATION RECOVERY (1991)
 AB1303
 AB1303'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1303'RECOVERED IN GOOD CONDITION.
 AB1303
 AB1303                          STATION RECOVERY (2006)
 AB1303
 AB1303'RECOVERY NOTE BY US POWER SQUADRON 2006 (RL)
 AB1303'DESCRIPTION FROM 1981 IS STILL ACCURATE.
 AB1303'USING HANDHELD GARMIN GPS12, N 26 12.760 AND W 097 40.168, WITH EPE OF
 AB1303'18 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1245 ***********************************************************************
 AE1245  DESIGNATION -  X 1409
 AE1245  PID         -  AE1245
 AE1245  STATE/COUNTY-  TX/HIDALGO
 AE1245  USGS QUAD   -  MISSION (1983)
 AE1245
 AE1245                         *CURRENT SURVEY CONTROL
 AE1245  ___________________________________________________________________
 AE1245* NAD 83(1986)-  26 12 43.     (N)    098 17 07.     (W)     SCALED    
 AE1245* NAVD 88     -        40.603  (meters)     133.21   (feet)  ADJUSTED  
 AE1245  ___________________________________________________________________
 AE1245  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AE1245  DYNAMIC HT  -          40.536 (meters)     132.99  (feet)  COMP
 AE1245  MODELED GRAV-     978,992.6   (mgal)                       NAVD 88
 AE1245
 AE1245  VERT ORDER  -  FIRST     CLASS II
 AE1245
 AE1245.The horizontal coordinates were scaled from a topographic map and have
 AE1245.an estimated accuracy of +/- 6 seconds.
 AE1245
 AE1245.The orthometric height was determined by differential leveling
 AE1245.and adjusted by the National Geodetic Survey in June 1991..
 AE1245
 AE1245.The geoid height was determined by GEOID03.
 AE1245
 AE1245.The dynamic height is computed by dividing the NAVD 88
 AE1245.geopotential number by the normal gravity value computed on the
 AE1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1245.degrees latitude (g = 980.6199 gals.).
 AE1245
 AE1245.The modeled gravity was interpolated from observed gravity values.
 AE1245
 AE1245;                    North         East    Units  Estimated Accuracy
 AE1245;SPC TX S     - 5,060,430.      321,460.      MT  (+/- 180 meters Scaled)
 AE1245
 AE1245                          SUPERSEDED SURVEY CONTROL
 AE1245
 AE1245.No superseded survey control is available for this station.
 AE1245
 AE1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP714993(NAD 83)
 AE1245_MARKER: I = METAL ROD
 AE1245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1245_SP_SET: STAINLESS STEEL ROD
 AE1245_STAMPING: X 1409 1981
 AE1245_MARK LOGO: NGS   
 AE1245_PROJECTION: FLUSH
 AE1245_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1245_ROD/PIPE-DEPTH: 7.01 meters
 AE1245
 AE1245  HISTORY     - Date     Condition        Report By
 AE1245  HISTORY     - 1981     MONUMENTED       NGS
 AE1245  HISTORY     - 19920420 MARK NOT FOUND   LOCENG
 AE1245
 AE1245                          STATION DESCRIPTION
 AE1245
 AE1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1245'4.6 KM (2.85 MI) EAST FROM MISSION.
 AE1245'4.6 KM (2.85 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS EASTBOUND FROM
 AE1245'THE JUNCTION OF FARM ROAD 107 AT MISSION, THENCE 0.7 KM (0.1 MI) NORTH
 AE1245'ALONG FARM ROAD 494, AT THE SHARYLAND ELEMENTARY SCHOOL, 43.6 METERS
 AE1245'(143.0 FT) EAST OF THE CENTERLINE OF THE FARM ROAD (SHARY ROAD),
 AE1245'4.6 METERS (15.0 FT) SOUTH OF THE EXTENDED CENTER OF SCHOOL LANE,
 AE1245'12.7 METERS (41.8 FT) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AE1245'ELEMENTARY SCHOOL BUILDING, 10.4 METERS (34.1 FT) NORTH NORTHEAST OF
 AE1245'THE NORTHWEST CORNER OF A SCHOOL BUILDING, 40.9 METERS (134.2 FT) WEST
 AE1245'OF THE CENTER OF A LARGE NATURAL GAS REGULATOR, 17.0 METERS (55.9 FT)
 AE1245'EAST OF A LIGHTPOLE WITH TWO GUYLINES, 4.9 METERS (16.0 FT) EAST OF
 AE1245'THE EAST EDGE OF A NORTH SOUTH SIDEWALK, 4.9 METERS (16.2 FT) WEST OF
 AE1245'THE WEST EDGE OF A NORTH SOUTH SIDEWALK CONNECTING THE TWO BUILDINGS,
 AE1245'0.46 METERS (1.5 FT) SOUTH OF THE SOUTH EDGE OF AN EAST WEST SIDEWALK,
 AE1245'AND 1.2 METERS (4.1 FT) SOUTH OF A FLAGPOLE, NOTE, ROD DRIVEN TO
 AE1245'REFUSAL.
 AE1245
 AE1245                          STATION RECOVERY (1992)
 AE1245
 AE1245'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 AE1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0355 ***********************************************************************
 DP0355  DESIGNATION -  X 141
 DP0355  PID         -  DP0355
 DP0355  STATE/COUNTY-  TX/LUBBOCK
 DP0355  USGS QUAD   -  IDALOU (1975)
 DP0355
 DP0355                         *CURRENT SURVEY CONTROL
 DP0355  ___________________________________________________________________
 DP0355* NAD 83(1986)-  33 41 19.     (N)    101 42 25.     (W)     SCALED    
 DP0355* NAVD 88     -       979.902  (meters)    3214.90   (feet)  POSTED    
 DP0355  ___________________________________________________________________
 DP0355  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 DP0355  DYNAMIC HT  -         978.640 (meters)    3210.75  (feet)  COMP
 DP0355  MODELED GRAV-     979,317.8   (mgal)                       NAVD 88
 DP0355
 DP0355  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DP0355
 DP0355.The horizontal coordinates were scaled from a topographic map and have
 DP0355.an estimated accuracy of +/- 6 seconds.
 DP0355
 DP0355.The orthometric height was determined by differential leveling
 DP0355.and adjusted by the National Geodetic Survey in 1992..
 DP0355.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DP0355.rate of 0.0 thru 1.0 mm/km.
 DP0355
 DP0355.The geoid height was determined by GEOID03.
 DP0355
 DP0355.The dynamic height is computed by dividing the NAVD 88
 DP0355.geopotential number by the normal gravity value computed on the
 DP0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0355.degrees latitude (g = 980.6199 gals.).
 DP0355
 DP0355.The modeled gravity was interpolated from observed gravity values.
 DP0355
 DP0355;                    North         East    Units  Estimated Accuracy
 DP0355;SPC TXNC     - 2,228,760.      302,720.      MT  (+/- 180 meters Scaled)
 DP0355
 DP0355                          SUPERSEDED SURVEY CONTROL
 DP0355
 DP0355  NGVD 29 (??/??/92)  979.525  (m)         3213.66   (f) ADJ UNCH    1 2
 DP0355
 DP0355.Superseded values are not recommended for survey control.
 DP0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0355.See file dsdata.txt to determine how the superseded data were derived.
 DP0355
 DP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC490309(NAD 83)
 DP0355_MARKER: DB = BENCH MARK DISK
 DP0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0355_STAMPING: 3213.658 X 141 1933
 DP0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0355+STABILITY: SURFACE MOTION
 DP0355
 DP0355  HISTORY     - Date     Condition        Report By
 DP0355  HISTORY     - 1933     MONUMENTED       CGS
 DP0355
 DP0355                          STATION DESCRIPTION
 DP0355
 DP0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DP0355'13.5 MI NE FROM LUBBOCK.
 DP0355'13.5 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0355'THE STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 2.9 MILES NORTH OF THE
 DP0355'STATION SIGNBOARD AT KITALOU, ABOUT 63 RAILS SOUTH OF A PUBLIC-ROAD
 DP0355'CROSSING, ABOUT 12-3/4 RAILS SOUTH OF MILEPOST L 347, AT STATION
 DP0355'5810+13 (MILEAGE 347.09), 45 FEET EAST OF THE TRACK, AND 2 FEET WEST
 DP0355'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3213.658 X 141
 DP0355'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 DP0355'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0637 ***********************************************************************
 CC0637  DESIGNATION -  X 1410
 CC0637  PID         -  CC0637
 CC0637  STATE/COUNTY-  TX/PECOS
 CC0637  USGS QUAD   -  DIAMOND Y SPRING (1974)
 CC0637
 CC0637                         *CURRENT SURVEY CONTROL
 CC0637  ___________________________________________________________________
 CC0637* NAD 83(1986)-  31 01 31.     (N)    102 53 05.     (W)     SCALED    
 CC0637* NAVD 88     -       838.655  (meters)    2751.49   (feet)  ADJUSTED  
 CC0637  ___________________________________________________________________
 CC0637  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CC0637  DYNAMIC HT  -         837.410 (meters)    2747.40  (feet)  COMP
 CC0637  MODELED GRAV-     979,128.2   (mgal)                       NAVD 88
 CC0637
 CC0637  VERT ORDER  -  FIRST     CLASS II
 CC0637
 CC0637.The horizontal coordinates were scaled from a topographic map and have
 CC0637.an estimated accuracy of +/- 6 seconds.
 CC0637
 CC0637.The orthometric height was determined by differential leveling
 CC0637.and adjusted by the National Geodetic Survey in June 1991..
 CC0637
 CC0637.The geoid height was determined by GEOID03.
 CC0637
 CC0637.The dynamic height is computed by dividing the NAVD 88
 CC0637.geopotential number by the normal gravity value computed on the
 CC0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0637.degrees latitude (g = 980.6199 gals.).
 CC0637
 CC0637.The modeled gravity was interpolated from observed gravity values.
 CC0637
 CC0637;                    North         East    Units  Estimated Accuracy
 CC0637;SPC TX C     - 3,153,400.      456,450.      MT  (+/- 180 meters Scaled)
 CC0637
 CC0637                          SUPERSEDED SURVEY CONTROL
 CC0637
 CC0637.No superseded survey control is available for this station.
 CC0637
 CC0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ019343(NAD 83)
 CC0637_MARKER: DB = BENCH MARK DISK
 CC0637_SETTING: 66 = SET IN ROCK OUTCROP
 CC0637_SP_SET: ROCK OUTCROP
 CC0637_STAMPING: X 1410 1981
 CC0637_MARK LOGO: NGS   
 CC0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0637+STABILITY: POSITION/ELEVATION WELL
 CC0637
 CC0637  HISTORY     - Date     Condition        Report By
 CC0637  HISTORY     - 1981     MONUMENTED       NGS
 CC0637
 CC0637                          STATION DESCRIPTION
 CC0637
 CC0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0637'14.5 KM (9.0 MI) NORTH FROM FORT STOCKTON.
 CC0637'14.5 KM (9.0 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0637'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, 0.6 KM (0.4 MI)
 CC0637'SOUTH OF A GRAVELED ROAD LEADING NORTHWEST, IN A 3 BY 3 FT EXPOSED
 CC0637'AREA OF OUTCROPPING BEDROCK, 59.4 METERS (195.0 FT) NORTH OF THE
 CC0637'NORTH END OF THE HEADWALL OF A CONCRETE CULVERT, 11.1 METERS (34.2 FT)
 CC0637'WEST OF THE CENTERLINE OF THE HIGHWAY AND 10.4 METERS (34.2 FT)
 CC0637'WEST OF THE CENTERLINE OF THE HIGHWAY.
 CC0637'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CC0637'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0608 ***********************************************************************
 BP0608  DESIGNATION -  X 1411
 BP0608  PID         -  BP0608
 BP0608  STATE/COUNTY-  TX/PECOS
 BP0608  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0608
 BP0608                         *CURRENT SURVEY CONTROL
 BP0608  ___________________________________________________________________
 BP0608* NAD 83(1986)-  30 41 58.     (N)    102 42 48.     (W)     SCALED    
 BP0608* NAVD 88     -      1002.146  (meters)    3287.87   (feet)  ADJUSTED  
 BP0608  ___________________________________________________________________
 BP0608  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BP0608  DYNAMIC HT  -        1000.582 (meters)    3282.74  (feet)  COMP
 BP0608  MODELED GRAV-     979,046.9   (mgal)                       NAVD 88
 BP0608
 BP0608  VERT ORDER  -  FIRST     CLASS II
 BP0608
 BP0608.The horizontal coordinates were scaled from a topographic map and have
 BP0608.an estimated accuracy of +/- 6 seconds.
 BP0608
 BP0608.The orthometric height was determined by differential leveling
 BP0608.and adjusted by the National Geodetic Survey in June 1991..
 BP0608
 BP0608.The geoid height was determined by GEOID03.
 BP0608
 BP0608.The dynamic height is computed by dividing the NAVD 88
 BP0608.geopotential number by the normal gravity value computed on the
 BP0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0608.degrees latitude (g = 980.6199 gals.).
 BP0608
 BP0608.The modeled gravity was interpolated from observed gravity values.
 BP0608
 BP0608;                    North         East    Units  Estimated Accuracy
 BP0608;SPC TX C     - 3,116,930.      472,030.      MT  (+/- 180 meters Scaled)
 BP0608
 BP0608                          SUPERSEDED SURVEY CONTROL
 BP0608
 BP0608.No superseded survey control is available for this station.
 BP0608
 BP0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP190985(NAD 83)
 BP0608_MARKER: I = METAL ROD
 BP0608_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0608+WITH SETTING: INFORMATION.
 BP0608_SP_SET: SHALLOW SET METAL ROD
 BP0608_STAMPING: X 1411 1981
 BP0608_MARK LOGO: NGS   
 BP0608_PROJECTION: FLUSH
 BP0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0608_ROD/PIPE-DEPTH: 1.8  meters
 BP0608
 BP0608  HISTORY     - Date     Condition        Report By
 BP0608  HISTORY     - 1981     MONUMENTED       NGS
 BP0608
 BP0608                          STATION DESCRIPTION
 BP0608
 BP0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0608'27.3 KM (16.95 MI) SE FROM FORT STOCKTON.
 BP0608'27.3 KM (16.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0608'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, AT A POWERLINE
 BP0608'CROSSING THE HIGHWAY, 18.2 METERS (59.7 FT) NORTHEAST OF THE
 BP0608'CENTERLINE OF THE HIGHWAY AND 6.8 METERS (22.3 FT) SOUTHEAST OF A
 BP0608'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BP0608'CAP.
 BP0608'THE MARK IS 0.4 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0608'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0387 ***********************************************************************
 BA0387  DESIGNATION -  X 1412
 BA0387  PID         -  BA0387
 BA0387  STATE/COUNTY-  TX/TERRELL
 BA0387  USGS QUAD   -  BALCON CREEK (1983)
 BA0387
 BA0387                         *CURRENT SURVEY CONTROL
 BA0387  ___________________________________________________________________
 BA0387* NAD 83(1986)-  29 57 41.     (N)    102 00 20.     (W)     SCALED    
 BA0387* NAVD 88     -       607.211  (meters)    1992.16   (feet)  ADJUSTED  
 BA0387  ___________________________________________________________________
 BA0387  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BA0387  DYNAMIC HT  -         606.299 (meters)    1989.17  (feet)  COMP
 BA0387  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 BA0387
 BA0387  VERT ORDER  -  FIRST     CLASS II
 BA0387
 BA0387.The horizontal coordinates were scaled from a topographic map and have
 BA0387.an estimated accuracy of +/- 6 seconds.
 BA0387
 BA0387.The orthometric height was determined by differential leveling
 BA0387.and adjusted by the National Geodetic Survey in June 1991..
 BA0387
 BA0387.The geoid height was determined by GEOID03.
 BA0387
 BA0387.The dynamic height is computed by dividing the NAVD 88
 BA0387.geopotential number by the normal gravity value computed on the
 BA0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0387.degrees latitude (g = 980.6199 gals.).
 BA0387
 BA0387.The modeled gravity was interpolated from observed gravity values.
 BA0387
 BA0387;                    North         East    Units  Estimated Accuracy
 BA0387;SPC TXSC     - 4,239,580.      309,950.      MT  (+/- 180 meters Scaled)
 BA0387
 BA0387                          SUPERSEDED SURVEY CONTROL
 BA0387
 BA0387.No superseded survey control is available for this station.
 BA0387
 BA0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP889182(NAD 83)
 BA0387_MARKER: I = METAL ROD
 BA0387_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BA0387+WITH SETTING: INFORMATION.
 BA0387_SP_SET: SHALLOW SET METAL ROD
 BA0387_STAMPING: X 1412 1981
 BA0387_MARK LOGO: NGS   
 BA0387_PROJECTION: FLUSH
 BA0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0387_ROD/PIPE-DEPTH: 1.5  meters
 BA0387
 BA0387  HISTORY     - Date     Condition        Report By
 BA0387  HISTORY     - 1981     MONUMENTED       NGS
 BA0387
 BA0387                          STATION DESCRIPTION
 BA0387
 BA0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BA0387'14.7 KM (9.15 MI) SE FROM DRYDEN.
 BA0387'14.7 KM (9.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BA0387'IN DRYDEN, 0.4 KM (0.25 MI) NORTHWEST OF A PRIVATE ENTRANCE ROAD, 20.1
 BA0387'METERS (65.9 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES
 BA0387'OF THE HIGHWAY AND 0.3 METERS (1.0 FT) NORTHEAST OF A FENCE.
 BA0387'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BA0387'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BA0387'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0446 ***********************************************************************
 AZ0446  DESIGNATION -  X 1414
 AZ0446  PID         -  AZ0446
 AZ0446  STATE/COUNTY-  TX/VAL VERDE
 AZ0446  USGS QUAD   -  DEL RIO NW (1972)
 AZ0446
 AZ0446                         *CURRENT SURVEY CONTROL
 AZ0446  ___________________________________________________________________
 AZ0446* NAD 83(1986)-  29 27 16.     (N)    100 56 17.     (W)     SCALED    
 AZ0446* NAVD 88     -       353.327  (meters)    1159.21   (feet)  ADJUSTED  
 AZ0446  ___________________________________________________________________
 AZ0446  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0446  DYNAMIC HT  -         352.814 (meters)    1157.52  (feet)  COMP
 AZ0446  MODELED GRAV-     979,180.7   (mgal)                       NAVD 88
 AZ0446
 AZ0446  VERT ORDER  -  FIRST     CLASS II
 AZ0446
 AZ0446.The horizontal coordinates were scaled from a topographic map and have
 AZ0446.an estimated accuracy of +/- 6 seconds.
 AZ0446
 AZ0446.The orthometric height was determined by differential leveling
 AZ0446.and adjusted by the National Geodetic Survey in June 1991..
 AZ0446
 AZ0446.The geoid height was determined by GEOID03.
 AZ0446
 AZ0446.The dynamic height is computed by dividing the NAVD 88
 AZ0446.geopotential number by the normal gravity value computed on the
 AZ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0446.degrees latitude (g = 980.6199 gals.).
 AZ0446
 AZ0446.The modeled gravity was interpolated from observed gravity values.
 AZ0446
 AZ0446;                    North         East    Units  Estimated Accuracy
 AZ0446;SPC TXSC     - 4,181,220.      412,020.      MT  (+/- 180 meters Scaled)
 AZ0446
 AZ0446                          SUPERSEDED SURVEY CONTROL
 AZ0446
 AZ0446.No superseded survey control is available for this station.
 AZ0446
 AZ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT120598(NAD 83)
 AZ0446_MARKER: DB = BENCH MARK DISK
 AZ0446_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0446_SP_SET: ROCK OUTCROP
 AZ0446_STAMPING: X 1414 1981
 AZ0446_MARK LOGO: NGS   
 AZ0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0446+STABILITY: POSITION/ELEVATION WELL
 AZ0446
 AZ0446  HISTORY     - Date     Condition        Report By
 AZ0446  HISTORY     - 1981     MONUMENTED       NGS
 AZ0446  HISTORY     - 19990525 GOOD             USPSQD
 AZ0446
 AZ0446                          STATION DESCRIPTION
 AZ0446
 AZ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0446'4.1 KM(2.55 MI) NW FROM DEL RIO.
 AZ0446'4.1 KM (2.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0446'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN A 2 BY 4 FT EXPOSED AREA
 AZ0446'OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) WEST OF THE JUNCTION OF STATE
 AZ0446'HIGHWAY SPUR 454, 40.7 METERS (133.5 FT) SOUTH OF THE CENTERLINE OF
 AZ0446'THE HIGHWAY AND 9.2 METERS (30.2 FT) NORTH OF A FENCE.
 AZ0446'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 AZ0446'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0446
 AZ0446                          STATION RECOVERY (1999)
 AZ0446
 AZ0446'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0421 ***********************************************************************
 AZ0421  DESIGNATION -  X 1415
 AZ0421  PID         -  AZ0421
 AZ0421  STATE/COUNTY-  TX/VAL VERDE
 AZ0421  USGS QUAD   -  COMSTOCK (1972)
 AZ0421
 AZ0421                         *CURRENT SURVEY CONTROL
 AZ0421  ___________________________________________________________________
 AZ0421* NAD 83(1986)-  29 42 22.     (N)    101 13 03.     (W)     SCALED    
 AZ0421* NAVD 88     -       470.321  (meters)    1543.04   (feet)  ADJUSTED  
 AZ0421  ___________________________________________________________________
 AZ0421  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0421  DYNAMIC HT  -         469.632 (meters)    1540.78  (feet)  COMP
 AZ0421  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 AZ0421
 AZ0421  VERT ORDER  -  FIRST     CLASS II
 AZ0421
 AZ0421.The horizontal coordinates were scaled from a topographic map and have
 AZ0421.an estimated accuracy of +/- 6 seconds.
 AZ0421
 AZ0421.The orthometric height was determined by differential leveling
 AZ0421.and adjusted by the National Geodetic Survey in June 1991..
 AZ0421
 AZ0421.The geoid height was determined by GEOID03.
 AZ0421
 AZ0421.The dynamic height is computed by dividing the NAVD 88
 AZ0421.geopotential number by the normal gravity value computed on the
 AZ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0421.degrees latitude (g = 980.6199 gals.).
 AZ0421
 AZ0421.The modeled gravity was interpolated from observed gravity values.
 AZ0421
 AZ0421;                    North         East    Units  Estimated Accuracy
 AZ0421;SPC TXSC     - 4,209,590.      385,450.      MT  (+/- 180 meters Scaled)
 AZ0421
 AZ0421                          SUPERSEDED SURVEY CONTROL
 AZ0421
 AZ0421.No superseded survey control is available for this station.
 AZ0421
 AZ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT854882(NAD 83)
 AZ0421_MARKER: DB = BENCH MARK DISK
 AZ0421_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0421_SP_SET: ROCK OUTCROP
 AZ0421_STAMPING: X 1415 1981
 AZ0421_MARK LOGO: NGS   
 AZ0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0421+STABILITY: POSITION/ELEVATION WELL
 AZ0421
 AZ0421  HISTORY     - Date     Condition        Report By
 AZ0421  HISTORY     - 1981     MONUMENTED       NGS
 AZ0421  HISTORY     - 19990119 MARK NOT FOUND   USPSQD
 AZ0421  HISTORY     - 20030425 MARK NOT FOUND   USPSQD
 AZ0421
 AZ0421                          STATION DESCRIPTION
 AZ0421
 AZ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0421'4.8 KM (3.0 MI) NW FROM COMSTOCK.
 AZ0421'4.8 KM (3.0 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH
 AZ0421'STATE HIGHWAY 163 IN COMSTOCK, IN A 3 BY 5 FT EXPOSED AREA OF
 AZ0421'OUTCROPPING BEDROCK IN THE BOTTOM OF COW CREEK, 40.2 METERS (131.9 FT)
 AZ0421'SOUTHEAST OF A UTILITY POLE, 14.5 METERS (47.6 FT) NORTH OF THE CENTER
 AZ0421'OF A BRIDGE OVER COW CREEK, 11.0 METERS (36.1 FT) NORTHEAST OF A FENCE
 AZ0421'CORNER AND 7.5 METERS (24.6 FT) NORTHEAST OF THE EAST END OF THE
 AZ0421'NORTHWEST WINGWALL OF THE BRIDGE.
 AZ0421'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AZ0421'THE MARK IS 4.0 M BELOW THE HIGHWAY.
 AZ0421
 AZ0421                          STATION RECOVERY (1999)
 AZ0421
 AZ0421'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0421'MARK NOT FOUND.
 AZ0421
 AZ0421                          STATION RECOVERY (2003)
 AZ0421
 AZ0421'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0671 ***********************************************************************
 BP0671  DESIGNATION -  X 1416
 BP0671  PID         -  BP0671
 BP0671  STATE/COUNTY-  TX/PECOS
 BP0671  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0671
 BP0671                         *CURRENT SURVEY CONTROL
 BP0671  ___________________________________________________________________
 BP0671* NAD 83(1986)-  30 53 33.     (N)    102 50 44.     (W)     SCALED    
 BP0671* NAVD 88     -       900.655  (meters)    2954.90   (feet)  ADJUSTED  
 BP0671  ___________________________________________________________________
 BP0671  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BP0671  DYNAMIC HT  -         899.287 (meters)    2950.41  (feet)  COMP
 BP0671  MODELED GRAV-     979,091.5   (mgal)                       NAVD 88
 BP0671
 BP0671  VERT ORDER  -  FIRST     CLASS II
 BP0671
 BP0671.The horizontal coordinates were scaled from a topographic map and have
 BP0671.an estimated accuracy of +/- 6 seconds.
 BP0671
 BP0671.The orthometric height was determined by differential leveling
 BP0671.and adjusted by the National Geodetic Survey in June 1991..
 BP0671
 BP0671.The geoid height was determined by GEOID03.
 BP0671
 BP0671.The dynamic height is computed by dividing the NAVD 88
 BP0671.geopotential number by the normal gravity value computed on the
 BP0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0671.degrees latitude (g = 980.6199 gals.).
 BP0671
 BP0671.The modeled gravity was interpolated from observed gravity values.
 BP0671
 BP0671;                    North         East    Units  Estimated Accuracy
 BP0671;SPC TX C     - 3,138,600.      459,850.      MT  (+/- 180 meters Scaled)
 BP0671
 BP0671                          SUPERSEDED SURVEY CONTROL
 BP0671
 BP0671.No superseded survey control is available for this station.
 BP0671
 BP0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ059196(NAD 83)
 BP0671_MARKER: I = METAL ROD
 BP0671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0671_SP_SET: STAINLESS STEEL ROD
 BP0671_STAMPING: X 1416 1981
 BP0671_MARK LOGO: NGS   
 BP0671_PROJECTION: FLUSH
 BP0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0671_ROD/PIPE-DEPTH: 3.4  meters
 BP0671
 BP0671  HISTORY     - Date     Condition        Report By
 BP0671  HISTORY     - 1981     MONUMENTED       NGS
 BP0671  HISTORY     - 1990     GOOD             USPSQD
 BP0671
 BP0671                          STATION DESCRIPTION
 BP0671
 BP0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0671'2.7 KM (1.7 MI) EAST FROM FORT STOCKTON.
 BP0671'2.7 KM (1.7 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0671'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, 52.6 METERS (172.6
 BP0671'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND
 BP0671'4.4 METERS (14.4 FT) EAST-SOUTHEAST OF A UTILITY POLE WITH THREE GUY
 BP0671'WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0671'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0671'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BP0671
 BP0671                          STATION RECOVERY (1990)
 BP0671
 BP0671'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BP0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0650 ***********************************************************************
 BP0650  DESIGNATION -  X 1417
 BP0650  PID         -  BP0650
 BP0650  STATE/COUNTY-  TX/TERRELL
 BP0650  USGS QUAD   -  HAGLER CANYON (1969)
 BP0650
 BP0650                         *CURRENT SURVEY CONTROL
 BP0650  ___________________________________________________________________
 BP0650* NAD 83(1986)-  30 07 02.     (N)    102 23 06.     (W)     SCALED    
 BP0650* NAVD 88     -       823.476  (meters)    2701.69   (feet)  ADJUSTED  
 BP0650  ___________________________________________________________________
 BP0650  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BP0650  DYNAMIC HT  -         822.213 (meters)    2697.54  (feet)  COMP
 BP0650  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 BP0650
 BP0650  VERT ORDER  -  FIRST     CLASS II
 BP0650
 BP0650.The horizontal coordinates were scaled from a topographic map and have
 BP0650.an estimated accuracy of +/- 6 seconds.
 BP0650
 BP0650.The orthometric height was determined by differential leveling
 BP0650.and adjusted by the National Geodetic Survey in June 1991..
 BP0650
 BP0650.The geoid height was determined by GEOID03.
 BP0650
 BP0650.The dynamic height is computed by dividing the NAVD 88
 BP0650.geopotential number by the normal gravity value computed on the
 BP0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0650.degrees latitude (g = 980.6199 gals.).
 BP0650
 BP0650.The modeled gravity was interpolated from observed gravity values.
 BP0650
 BP0650;                    North         East    Units  Estimated Accuracy
 BP0650;SPC TXSC     - 4,257,840.      273,840.      MT  (+/- 180 meters Scaled)
 BP0650
 BP0650                          SUPERSEDED SURVEY CONTROL
 BP0650
 BP0650.No superseded survey control is available for this station.
 BP0650
 BP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP519346(NAD 83)
 BP0650_MARKER: DB = BENCH MARK DISK
 BP0650_SETTING: 66 = SET IN ROCK OUTCROP
 BP0650_SP_SET: ROCK OUTCROP
 BP0650_STAMPING: X 1417 1981
 BP0650_MARK LOGO: NGS   
 BP0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0650+STABILITY: POSITION/ELEVATION WELL
 BP0650
 BP0650  HISTORY     - Date     Condition        Report By
 BP0650  HISTORY     - 1981     MONUMENTED       NGS
 BP0650
 BP0650                          STATION DESCRIPTION
 BP0650
 BP0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0650'3.6 KM (2.2 MI) SE FROM SANDERSON.
 BP0650'0.1 KM (0.05 MI) NORTH ALONG PERSIMMON AVENUE FROM THE SOUTHERN
 BP0650'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 3.5 KM (2.15 MI)
 BP0650'SOUTHEAST ALONG U.S. HIGHWAY 90, IN A 3 BY 10 FT EXPOSED AREA OF
 BP0650'OUTCROPPING BEDROCK, 24.7 METERS (81.0 FT) NORTHEAST OF THE
 BP0650'CENTERLINE OF THE HIGHWAY AND 1.5 METERS (4.9 FT) SOUTHWEST OF A
 BP0650'FENCE.
 BP0650'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BP0650'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0395 ***********************************************************************
 AZ0395  DESIGNATION -  X 1418
 AZ0395  PID         -  AZ0395
 AZ0395  STATE/COUNTY-  TX/VAL VERDE
 AZ0395  USGS QUAD   -  RAMSEY CANYON (1980)
 AZ0395
 AZ0395                         *CURRENT SURVEY CONTROL
 AZ0395  ___________________________________________________________________
 AZ0395* NAD 83(1986)-  29 50 37.     (N)    101 40 38.     (W)     SCALED    
 AZ0395* NAVD 88     -       535.706  (meters)    1757.56   (feet)  ADJUSTED  
 AZ0395  ___________________________________________________________________
 AZ0395  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AZ0395  DYNAMIC HT  -         534.871 (meters)    1754.82  (feet)  COMP
 AZ0395  MODELED GRAV-     979,068.9   (mgal)                       NAVD 88
 AZ0395
 AZ0395  VERT ORDER  -  FIRST     CLASS II
 AZ0395
 AZ0395.The horizontal coordinates were scaled from a topographic map and have
 AZ0395.an estimated accuracy of +/- 6 seconds.
 AZ0395
 AZ0395.The orthometric height was determined by differential leveling
 AZ0395.and adjusted by the National Geodetic Survey in June 1991..
 AZ0395
 AZ0395.The geoid height was determined by GEOID03.
 AZ0395
 AZ0395.The dynamic height is computed by dividing the NAVD 88
 AZ0395.geopotential number by the normal gravity value computed on the
 AZ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0395.degrees latitude (g = 980.6199 gals.).
 AZ0395
 AZ0395.The modeled gravity was interpolated from observed gravity values.
 AZ0395
 AZ0395;                    North         East    Units  Estimated Accuracy
 AZ0395;SPC TXSC     - 4,225,760.      341,330.      MT  (+/- 180 meters Scaled)
 AZ0395
 AZ0395                          SUPERSEDED SURVEY CONTROL
 AZ0395
 AZ0395.No superseded survey control is available for this station.
 AZ0395
 AZ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU413044(NAD 83)
 AZ0395_MARKER: DB = BENCH MARK DISK
 AZ0395_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0395_SP_SET: ROCK OUTCROP
 AZ0395_STAMPING: X 1418 1981
 AZ0395_MARK LOGO: NGS   
 AZ0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0395
 AZ0395  HISTORY     - Date     Condition        Report By
 AZ0395  HISTORY     - 1981     MONUMENTED       NGS
 AZ0395  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0395
 AZ0395                          STATION DESCRIPTION
 AZ0395
 AZ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0395'13.9 KM (8.65 MI) NW FROM LANGTRY.
 AZ0395'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0395'OFFICE IN LANGTRY, THENCE 12.6 KM (7.85 MI) WESTERLY ALONG U.S.
 AZ0395'HIGHWAY 90, AT THE NORTHWEST END OF A HIGHWAY CUT, IN A 3 BY 6 FT
 AZ0395'EXPOSED AREA OF OUTCROPPING BEDROCK, 27.0 METERS (88.6 FT) SOUTHWEST
 AZ0395'OF THE CENTERLINE OF THE HIGHWAY AND 3.7 METERS (12.1 FT) NORTHEAST
 AZ0395'OF A FENCE.
 AZ0395'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AZ0395'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0395
 AZ0395                          STATION RECOVERY (1999)
 AZ0395
 AZ0395'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0807 ***********************************************************************
 CA0807  SACS        -  This is a Secondary Airport Control Station.
 CA0807  DESIGNATION -  X 1419
 CA0807  PID         -  CA0807
 CA0807  STATE/COUNTY-  TX/MCCULLOCH
 CA0807  USGS QUAD   -  BRADY NORTH (1987)
 CA0807
 CA0807                         *CURRENT SURVEY CONTROL
 CA0807  ___________________________________________________________________
 CA0807* NAD 83(1993)-  31 10 34.45584(N)    099 19 08.79257(W)     ADJUSTED  
 CA0807* NAVD 88     -       553.597  (meters)    1816.26   (feet)  ADJUSTED  
 CA0807  ___________________________________________________________________
 CA0807  X           -    -884,535.265 (meters)                     COMP
 CA0807  Y           -  -5,390,261.782 (meters)                     COMP
 CA0807  Z           -   3,282,901.144 (meters)                     COMP
 CA0807  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 CA0807  ELLIP HEIGHT-         530.03  (meters)          (10/24/00) GPS OBS
 CA0807  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CA0807  DYNAMIC HT  -         552.853 (meters)    1813.82  (feet)  COMP
 CA0807  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 CA0807
 CA0807  HORZ ORDER  -  B
 CA0807  VERT ORDER  -  FIRST     CLASS II
 CA0807  ELLP ORDER  -  FOURTH    CLASS II
 CA0807
 CA0807.This mark is at Curtis Fld (BBD) Airport (BBD)
 CA0807
 CA0807.The horizontal coordinates were established by GPS observations
 CA0807.and adjusted by the National Geodetic Survey in February 1996..
 CA0807
 CA0807.The orthometric height was determined by differential leveling
 CA0807.and adjusted by the National Geodetic Survey in June 1991..
 CA0807.WARNING-GPS observations at this control monument resulted in a GPS
 CA0807.derived orthometric height which differed from the leveled height by
 CA0807.more than one decimeter (0.1 meter).
 CA0807
 CA0807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA0807
 CA0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0807
 CA0807.The ellipsoidal height was determined by GPS observations
 CA0807.and is referenced to NAD 83.
 CA0807
 CA0807.The geoid height was determined by GEOID03.
 CA0807
 CA0807.The dynamic height is computed by dividing the NAVD 88
 CA0807.geopotential number by the normal gravity value computed on the
 CA0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0807.degrees latitude (g = 980.6199 gals.).
 CA0807
 CA0807.The modeled gravity was interpolated from observed gravity values.
 CA0807
 CA0807;                    North         East     Units Scale Factor Converg.
 CA0807;SPC TX C     - 3,167,784.663   796,671.819   MT  0.99988638   +0 31 20.6
 CA0807;SPC TX C     -10,392,973.52  2,613,747.46   sFT  0.99988638   +0 31 20.6
 CA0807;UTM  14      - 3,449,177.604   469,592.013   MT  0.99961140   -0 09 54.7
 CA0807
 CA0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0807!SPC TX C     -   0.99991678  x   0.99988638  =   0.99980317
 CA0807!UTM  14      -   0.99991678  x   0.99961140  =   0.99952821
 CA0807
 CA0807                          SUPERSEDED SURVEY CONTROL
 CA0807
 CA0807  ELLIP H (02/20/96)  530.07   (m)                       GP(       ) 1 1
 CA0807
 CA0807.Superseded values are not recommended for survey control.
 CA0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0807.See file dsdata.txt to determine how the superseded data were derived.
 CA0807
 CA0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6959249178(NAD 83)
 CA0807_MARKER: I = METAL ROD
 CA0807_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0807_SP_SET: STAINLESS STEEL ROD
 CA0807_STAMPING: X 1419 1981
 CA0807_MARK LOGO: NGS   
 CA0807_PROJECTION: FLUSH
 CA0807_MAGNETIC: I = MARKER IS A STEEL ROD
 CA0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0807+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1995
 CA0807_ROD/PIPE-DEPTH: 3.0  meters
 CA0807
 CA0807  HISTORY     - Date     Condition        Report By
 CA0807  HISTORY     - 1981     MONUMENTED       NGS
 CA0807  HISTORY     - 19950308 GOOD             NGS
 CA0807  HISTORY     - 19950308 GOOD             NGS
 CA0807  HISTORY     - 19950826 GOOD             USPSQD
 CA0807  HISTORY     - 19981214 GOOD             TXDOT
 CA0807
 CA0807                          STATION DESCRIPTION
 CA0807
 CA0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0807'4.9 KM (3.05 MI) NNE FROM BRADY.
 CA0807'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 377 FROM THE COURTHOUSE
 CA0807'IN BRADY, AT THE ENTRANCE TO MUNICIPAL AIRPORT CURTIS FIELD, 14.8
 CA0807'METERS (48.6 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.2
 CA0807'METERS (13.8 FT) EAST-SOUTHEAST OF THE EAST-SOUTHEAST LEG OF HIGHWAY
 CA0807'INFORMATION SIGN, MUNICIPAL AIRPORT CURTIS FIELD.  NOTE= ACCESS TO THE
 CA0807'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0807'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 CA0807'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0807
 CA0807                          STATION RECOVERY (1995)
 CA0807
 CA0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CA0807'THE STATION IS LOCATED ABOUT 4.9 KM (3.05 MI) NORTH OF BRADY ALONG
 CA0807'U.S.  HIGHWAY 377, ON THE EAST SIDE OF THE HIGHWAY, AT THE ENTRANCE TO
 CA0807'THE CURTIS FIELD AIRPORT.  OWNERSHIP--CITY OF BRADY, P.O.  BOX 351,
 CA0807'BRADY, TX.  76825.  PHONE 915-597-2152.  HAROLD MYERS AIRPORT MANAGER.
 CA0807'PHONE 915-597-1461.  TO REACH THE STATION FROM THE COURTHOUSE IN
 CA0807'BRADY, GO 4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 377 TO THE
 CA0807'AIRPORT ENTRANCE ON THE LEFT AND THE STATION ON THE LEFT.  STATION IS
 CA0807'24.3 M (79.7 FT) NORTH OF A HISTORICAL MARKER ARROW SIGN, 14.6 M (47.9
 CA0807'FT) EAST-SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 8.0 M
 CA0807'(26.2 FT) SOUTH OF THE EXTENDED CENTER OF THE AIRPORT ENTRANCE, 6.1 M
 CA0807'(20.0 FT) EAST-SOUTHEAST OF THE CURTIS FIELD AIRPORT SIGN, AND 0.3 M
 CA0807'(1.0 FT) WEST-SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 CA0807'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.H.
 CA0807
 CA0807                          STATION RECOVERY (1995)
 CA0807
 CA0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CA0807'THE STATION IS LOCATED ABOUT 4.9 KM (3.05 MI) NORTH OF BRADY ALONG
 CA0807'U.S.  HIGHWAY 377, ON THE EAST SIDE OF THE HIGHWAY, AT THE ENTRANCE TO
 CA0807'THE CURTIS FIELD AIRPORT.  OWNERSHIP--CITY OF BRADY, P.O.  BOX 351,
 CA0807'BRADY, TX.  76825.  PHONE 915-597-2152.  HAROLD MYERS AIRPORT MANAGER.
 CA0807'PHONE 915-597-1461.  TO REACH THE STATION FROM THE COURTHOUSE IN
 CA0807'BRADY, GO 4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 377 TO THE
 CA0807'AIRPORT ENTRANCE ON THE LEFT AND THE STATION ON THE LEFT.  STATION IS
 CA0807'24.3 M (79.7 FT) NORTH OF A HISTORICAL MARKER ARROW SIGN, 14.6 M (47.9
 CA0807'FT) EAST-SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 8.0 M
 CA0807'(26.2 FT) SOUTH OF THE EXTENDED CENTER OF THE AIRPORT ENTRANCE, 6.1 M
 CA0807'(20.0 FT) EAST-SOUTHEAST OF THE CURTIS FIELD AIRPORT SIGN, AND 0.3 M
 CA0807'(1.0 FT) WEST-SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 CA0807'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.H.  THIS IS AN
 CA0807'AIRPORT SAC STATION.
 CA0807
 CA0807                          STATION RECOVERY (1995)
 CA0807
 CA0807'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0807'RECOVERED IN GOOD CONDITION.
 CA0807
 CA0807                          STATION RECOVERY (1998)
 CA0807
 CA0807'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CA0807'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0083 ***********************************************************************
 DQ0083  DESIGNATION -  X 142
 DQ0083  PID         -  DQ0083
 DQ0083  STATE/COUNTY-  TX/TERRY
 DQ0083  USGS QUAD   -  FOSTER (1969)
 DQ0083
 DQ0083                         *CURRENT SURVEY CONTROL
 DQ0083  ___________________________________________________________________
 DQ0083* NAD 83(1986)-  33 07 20.     (N)    102 20 23.     (W)     SCALED    
 DQ0083* NAVD 88     -      1009.936  (meters)    3313.43   (feet)  ADJUSTED  
 DQ0083  ___________________________________________________________________
 DQ0083  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 DQ0083  DYNAMIC HT  -        1008.589 (meters)    3309.01  (feet)  COMP
 DQ0083  MODELED GRAV-     979,269.5   (mgal)                       NAVD 88
 DQ0083
 DQ0083  VERT ORDER  -  FIRST     CLASS II
 DQ0083
 DQ0083.The horizontal coordinates were scaled from a topographic map and have
 DQ0083.an estimated accuracy of +/- 6 seconds.
 DQ0083
 DQ0083.The orthometric height was determined by differential leveling
 DQ0083.and adjusted by the National Geodetic Survey in June 1991..
 DQ0083
 DQ0083.The geoid height was determined by GEOID03.
 DQ0083
 DQ0083.The dynamic height is computed by dividing the NAVD 88
 DQ0083.geopotential number by the normal gravity value computed on the
 DQ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0083.degrees latitude (g = 980.6199 gals.).
 DQ0083
 DQ0083.The modeled gravity was interpolated from observed gravity values.
 DQ0083
 DQ0083;                    North         East    Units  Estimated Accuracy
 DQ0083;SPC TXNC     - 2,167,950.      241,790.      MT  (+/- 180 meters Scaled)
 DQ0083
 DQ0083                          SUPERSEDED SURVEY CONTROL
 DQ0083
 DQ0083  NGVD 29 (??/??/92) 1009.586  (m)         3312.28   (f) ADJ UNCH    1 2
 DQ0083
 DQ0083.Superseded values are not recommended for survey control.
 DQ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0083.See file dsdata.txt to determine how the superseded data were derived.
 DQ0083
 DQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS482679(NAD 83)
 DQ0083_MARKER: DB = BENCH MARK DISK
 DQ0083_SETTING: 0 = UNSPECIFIED SETTING
 DQ0083_STAMPING: X 142 1934
 DQ0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0083
 DQ0083  HISTORY     - Date     Condition        Report By
 DQ0083  HISTORY     - 1934     MONUMENTED       CGS
 DQ0083  HISTORY     - 1969     MARK NOT FOUND   USGS
 DQ0083
 DQ0083                          STATION DESCRIPTION
 DQ0083
 DQ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0083'5.3 MI SW FROM BROWNFIELD.
 DQ0083'AT LAHEY, 5.3 MI. S.W. ALONG P. AND S.F. RR FROM RR STA. ALONG THE
 DQ0083'RIGHT OF WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND
 DQ0083'SANTA FE RAILROAD, 16 1/4 RAIL LENGTHS, APPROXIMATELY 180 YARDS
 DQ0083'NORTHEAST OF THE RAILROAD SIGNBOARD LAHEY, 133 FEET SOUTHEAST OF MILE
 DQ0083'POLE 45, 29 RAIL LENGTHS SOUTHWEST OF PUBLIC CROSSING, 88 FEET
 DQ0083'SOUTHEAST OF THE TRACK, 9 FEET NORTHWEST OF RIGHT OF WAY FENCE.
 DQ0083
 DQ0083                          STATION RECOVERY (1969)
 DQ0083
 DQ0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DQ0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1278 ***********************************************************************
 AE1278  DESIGNATION -  X 1420
 AE1278  PID         -  AE1278
 AE1278  STATE/COUNTY-  TX/STARR
 AE1278  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE1278
 AE1278                         *CURRENT SURVEY CONTROL
 AE1278  ___________________________________________________________________
 AE1278* NAD 83(1986)-  26 22 30.     (N)    098 50 37.     (W)     SCALED    
 AE1278* NAVD 88     -        50.528  (meters)     165.77   (feet)  ADJUSTED  
 AE1278  ___________________________________________________________________
 AE1278  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AE1278  DYNAMIC HT  -          50.444 (meters)     165.50  (feet)  COMP
 AE1278  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 AE1278
 AE1278  VERT ORDER  -  FIRST     CLASS II
 AE1278
 AE1278.The horizontal coordinates were scaled from a topographic map and have
 AE1278.an estimated accuracy of +/- 6 seconds.
 AE1278
 AE1278.The orthometric height was determined by differential leveling
 AE1278.and adjusted by the National Geodetic Survey in June 1991..
 AE1278
 AE1278.The geoid height was determined by GEOID03.
 AE1278
 AE1278.The dynamic height is computed by dividing the NAVD 88
 AE1278.geopotential number by the normal gravity value computed on the
 AE1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1278.degrees latitude (g = 980.6199 gals.).
 AE1278
 AE1278.The modeled gravity was interpolated from observed gravity values.
 AE1278
 AE1278;                    North         East    Units  Estimated Accuracy
 AE1278;SPC TX S     - 5,078,530.      265,710.      MT  (+/- 180 meters Scaled)
 AE1278
 AE1278                          SUPERSEDED SURVEY CONTROL
 AE1278
 AE1278.No superseded survey control is available for this station.
 AE1278
 AE1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ156172(NAD 83)
 AE1278_MARKER: I = METAL ROD
 AE1278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1278_SP_SET: STAINLESS STEEL ROD
 AE1278_STAMPING: X 1420 1981
 AE1278_MARK LOGO: NGS   
 AE1278_PROJECTION: FLUSH
 AE1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1278_ROD/PIPE-DEPTH: 9.8  meters
 AE1278
 AE1278  HISTORY     - Date     Condition        Report By
 AE1278  HISTORY     - 1981     MONUMENTED       NGS
 AE1278
 AE1278                          STATION DESCRIPTION
 AE1278
 AE1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1278'3.5 KM (2.2 MI) WSW FROM RIO GRANDE CITY.
 AE1278'3.5 KM (2.2 MI) WEST SOUTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 AE1278'OF STATE ROUTE 755 NORTH IN RIO GRANDE CITY AT THE SOUTHWEST CORNER OF
 AE1278'PROPERTY OF RODRIGUEZ AUTO SALVAGE YARD, 14.4 METERS (47.3 FT)
 AE1278'NORTHWEST OF CENTER OF SOUTHWESTBOUND LANE, 0.79 METERS (2.6 FT)
 AE1278'SOUTHWEST OF A POWERLINE POLE, 0.6 METER (2.0 FT) SOUTHEAST OF A FENCE
 AE1278'LINE, 49.0 METERS (161.0 FT) NORTHEAST OF THE NORTHEAST END OF THE
 AE1278'NORTHWEST CONCRETE HEADWALL OF A 6 FT ROUND CULVERT UNDER HIGHWAY,
 AE1278'4.2 METERS (13.7 FT) NORTHEAST OF A CORNER FENCE POST, AND 21.6 METERS
 AE1278'(71.0 FT) NORTHEAST OF NORTHEAST END OF THE NORTHWEST HIGHWAY METAL
 AE1278'GUARD RAIL.
 AE1278'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 AE1278'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1310 ***********************************************************************
 AB1310  DESIGNATION -  X 1421
 AB1310  PID         -  AB1310
 AB1310  STATE/COUNTY-  TX/HIDALGO
 AB1310  USGS QUAD   -  MERCEDES (1983)
 AB1310
 AB1310                         *CURRENT SURVEY CONTROL
 AB1310  ___________________________________________________________________
 AB1310* NAD 83(1986)-  26 09 00.     (N)    097 55 33.     (W)     SCALED    
 AB1310* NAVD 88     -        22.236  (meters)      72.95   (feet)  ADJUSTED  
 AB1310  ___________________________________________________________________
 AB1310  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AB1310  DYNAMIC HT  -          22.200 (meters)      72.83  (feet)  COMP
 AB1310  MODELED GRAV-     979,013.8   (mgal)                       NAVD 88
 AB1310
 AB1310  VERT ORDER  -  FIRST     CLASS II
 AB1310
 AB1310.The horizontal coordinates were scaled from a topographic map and have
 AB1310.an estimated accuracy of +/- 6 seconds.
 AB1310
 AB1310.The orthometric height was determined by differential leveling
 AB1310.and adjusted by the National Geodetic Survey in June 1991..
 AB1310
 AB1310.The geoid height was determined by GEOID03.
 AB1310
 AB1310.The dynamic height is computed by dividing the NAVD 88
 AB1310.geopotential number by the normal gravity value computed on the
 AB1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1310.degrees latitude (g = 980.6199 gals.).
 AB1310
 AB1310.The modeled gravity was interpolated from observed gravity values.
 AB1310
 AB1310;                    North         East    Units  Estimated Accuracy
 AB1310;SPC TX S     - 5,053,680.      357,410.      MT  (+/- 180 meters Scaled)
 AB1310
 AB1310                          SUPERSEDED SURVEY CONTROL
 AB1310
 AB1310.No superseded survey control is available for this station.
 AB1310
 AB1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP073927(NAD 83)
 AB1310_MARKER: DB = BENCH MARK DISK
 AB1310_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB1310_SP_SET: WINGWALL
 AB1310_STAMPING: X 1421 1981
 AB1310_MARK LOGO: NGS   
 AB1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1310+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AB1310
 AB1310  HISTORY     - Date     Condition        Report By
 AB1310  HISTORY     - 1981     MONUMENTED       NGS
 AB1310  HISTORY     - 20040206 GOOD             GEOCAC
 AB1310
 AB1310                          STATION DESCRIPTION
 AB1310
 AB1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1310'1.3 KM (0.8 MI) WEST FROM MERCEDES.
 AB1310'1.3 KM (0.8 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB1310'OF FARM ROAD 491 NORTH AT MERCEDES, SET IN THE TOP OF THE NORTHEAST
 AB1310'WINGWALL AT THE EAST END OF A LARGE FOUR-LANE BRIDGE OVER THE NORTH
 AB1310'FLOODWAY, 3.0 METERS (10.0 FT) NORTH OF THE CENTERLINE OF THE
 AB1310'WESTBOUND LANES, 2.7 METERS (9.0 FT) WEST OF THE EAST END OF THE
 AB1310'CONCRETE WALL, 2.4 METERS (8.0 FT) WEST OF A METAL REFLECTOR POST,
 AB1310'0.15 METERS (0.5 FT) NORTH OF A METAL GUARD RAIL.
 AB1310'THE MARK IS ABOVE LEVEL WITH ROAD.
 AB1310
 AB1310                          STATION RECOVERY (2004)
 AB1310
 AB1310'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1310'GOOD CONDITION.  REFLECTOR POST MISSING.  8 FT SE OF ROAD NARROWS
 AB1310'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1112 ***********************************************************************
 AJ1112  DESIGNATION -  X 1422
 AJ1112  PID         -  AJ1112
 AJ1112  STATE/COUNTY-  TX/WEBB
 AJ1112  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ1112
 AJ1112                         *CURRENT SURVEY CONTROL
 AJ1112  ___________________________________________________________________
 AJ1112* NAD 83(1986)-  27 49 03.     (N)    099 27 54.     (W)     SCALED    
 AJ1112* NAVD 88     -       224.616  (meters)     736.93   (feet)  ADJUSTED  
 AJ1112  ___________________________________________________________________
 AJ1112  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AJ1112  DYNAMIC HT  -         224.265 (meters)     735.78  (feet)  COMP
 AJ1112  MODELED GRAV-     979,077.4   (mgal)                       NAVD 88
 AJ1112
 AJ1112  VERT ORDER  -  FIRST     CLASS II
 AJ1112
 AJ1112.The horizontal coordinates were scaled from a topographic map and have
 AJ1112.an estimated accuracy of +/- 6 seconds.
 AJ1112
 AJ1112.The orthometric height was determined by differential leveling
 AJ1112.and adjusted by the National Geodetic Survey in June 1991..
 AJ1112
 AJ1112.The geoid height was determined by GEOID03.
 AJ1112
 AJ1112.The dynamic height is computed by dividing the NAVD 88
 AJ1112.geopotential number by the normal gravity value computed on the
 AJ1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1112.degrees latitude (g = 980.6199 gals.).
 AJ1112
 AJ1112.The modeled gravity was interpolated from observed gravity values.
 AJ1112
 AJ1112;                    North         East    Units  Estimated Accuracy
 AJ1112;SPC TX S     - 5,238,670.      204,920.      MT  (+/- 180 meters Scaled)
 AJ1112
 AJ1112                          SUPERSEDED SURVEY CONTROL
 AJ1112
 AJ1112.No superseded survey control is available for this station.
 AJ1112
 AJ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR542770(NAD 83)
 AJ1112_MARKER: I = METAL ROD
 AJ1112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1112_SP_SET: STAINLESS STEEL ROD
 AJ1112_STAMPING: X 1422 1982
 AJ1112_MARK LOGO: NGS   
 AJ1112_PROJECTION: FLUSH
 AJ1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1112+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1112_ROD/PIPE-DEPTH: 4.9  meters
 AJ1112
 AJ1112  HISTORY     - Date     Condition        Report By
 AJ1112  HISTORY     - 1982     MONUMENTED       NGS
 AJ1112  HISTORY     - 20020409 GOOD             USPSQD
 AJ1112
 AJ1112                          STATION DESCRIPTION
 AJ1112
 AJ1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1112'7.3 KM (4.55 MI) NW FROM WEBB.
 AJ1112'7.3 KM (4.55 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1112'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, 15.5 METERS (51.0 FT)
 AJ1112'NORTHEAST OF CENTERLINE OF THE HIGHWAY, 44.2 METERS (145.0 FT)
 AJ1112'SOUTHEAST OF SOUTHEAST END OF A 3.0 METERS (10.0 FT) DOUBLE CULVERT
 AJ1112'HEADWALL, AND 0.30 METERS (10.0 FT) SOUTHWEST OF A FENCE LINE.  NOTE,
 AJ1112'ROD DRIVEN TO REFUSAL.
 AJ1112'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AJ1112
 AJ1112                          STATION RECOVERY (2002)
 AJ1112
 AJ1112'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0644 ***********************************************************************
 CC0644  DESIGNATION -  X 1426
 CC0644  PID         -  CC0644
 CC0644  STATE/COUNTY-  TX/PECOS
 CC0644  USGS QUAD   -  GIRVIN (1972)
 CC0644
 CC0644                         *CURRENT SURVEY CONTROL
 CC0644  ___________________________________________________________________
 CC0644* NAD 83(1986)-  31 02 26.     (N)    102 25 44.     (W)     SCALED    
 CC0644* NAVD 88     -       738.843  (meters)    2424.02   (feet)  ADJUSTED  
 CC0644  ___________________________________________________________________
 CC0644  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CC0644  DYNAMIC HT  -         737.785 (meters)    2420.55  (feet)  COMP
 CC0644  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 CC0644
 CC0644  VERT ORDER  -  FIRST     CLASS II
 CC0644
 CC0644.The horizontal coordinates were scaled from a topographic map and have
 CC0644.an estimated accuracy of +/- 6 seconds.
 CC0644
 CC0644.The orthometric height was determined by differential leveling
 CC0644.and adjusted by the National Geodetic Survey in June 1991..
 CC0644
 CC0644.The geoid height was determined by GEOID03.
 CC0644
 CC0644.The dynamic height is computed by dividing the NAVD 88
 CC0644.geopotential number by the normal gravity value computed on the
 CC0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0644.degrees latitude (g = 980.6199 gals.).
 CC0644
 CC0644.The modeled gravity was interpolated from observed gravity values.
 CC0644
 CC0644;                    North         East    Units  Estimated Accuracy
 CC0644;SPC TX C     - 3,154,190.      499,990.      MT  (+/- 180 meters Scaled)
 CC0644
 CC0644                          SUPERSEDED SURVEY CONTROL
 CC0644
 CC0644.No superseded survey control is available for this station.
 CC0644
 CC0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ453369(NAD 83)
 CC0644_MARKER: DB = BENCH MARK DISK
 CC0644_SETTING: 66 = SET IN ROCK OUTCROP
 CC0644_SP_SET: ROCK OUTCROP
 CC0644_STAMPING: X 1426 1981
 CC0644_MARK LOGO: NGS   
 CC0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0644+STABILITY: POSITION/ELEVATION WELL
 CC0644
 CC0644  HISTORY     - Date     Condition        Report By
 CC0644  HISTORY     - 1981     MONUMENTED       NGS
 CC0644  HISTORY     - 20011019 GOOD             TXDOT
 CC0644
 CC0644                          STATION DESCRIPTION
 CC0644
 CC0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0644'4.7 KM (2.9 MI) SW FROM GIRVIN.
 CC0644'4.7 KM (2.9 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0644'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, IN A 3 BY 4 FT EXPOSED AREA
 CC0644'OF OUTCROPPING BEDROCK, 15.2 METERS (49.9 FT) SOUTHEAST OF THE
 CC0644'CENTERLINE OF THE HIGHWAY AND 8.2 METERS (26.9 FT) NORTHWEST OF A
 CC0644'FENCE.
 CC0644'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CC0644'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CC0644
 CC0644                          STATION RECOVERY (2001)
 CC0644
 CC0644'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 CC0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0668 ***********************************************************************
 CB0668  DESIGNATION -  X 1427
 CB0668  PID         -  CB0668
 CB0668  STATE/COUNTY-  TX/UPTON
 CB0668  USGS QUAD   -  RANKIN (1970)
 CB0668
 CB0668                         *CURRENT SURVEY CONTROL
 CB0668  ___________________________________________________________________
 CB0668* NAD 83(1986)-  31 13 56.     (N)    101 54 58.     (W)     SCALED    
 CB0668* NAVD 88     -       772.098  (meters)    2533.12   (feet)  ADJUSTED  
 CB0668  ___________________________________________________________________
 CB0668  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CB0668  DYNAMIC HT  -         770.974 (meters)    2529.44  (feet)  COMP
 CB0668  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 CB0668
 CB0668  VERT ORDER  -  FIRST     CLASS II
 CB0668
 CB0668.The horizontal coordinates were scaled from a topographic map and have
 CB0668.an estimated accuracy of +/- 6 seconds.
 CB0668
 CB0668.The orthometric height was determined by differential leveling
 CB0668.and adjusted by the National Geodetic Survey in June 1991..
 CB0668
 CB0668.The geoid height was determined by GEOID03.
 CB0668
 CB0668.The dynamic height is computed by dividing the NAVD 88
 CB0668.geopotential number by the normal gravity value computed on the
 CB0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0668.degrees latitude (g = 980.6199 gals.).
 CB0668
 CB0668.The modeled gravity was interpolated from observed gravity values.
 CB0668
 CB0668;                    North         East    Units  Estimated Accuracy
 CB0668;SPC TX C     - 3,174,620.      549,230.      MT  (+/- 180 meters Scaled)
 CB0668
 CB0668                          SUPERSEDED SURVEY CONTROL
 CB0668
 CB0668.No superseded survey control is available for this station.
 CB0668
 CB0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV222590(NAD 83)
 CB0668_MARKER: I = METAL ROD
 CB0668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0668_SP_SET: STAINLESS STEEL ROD
 CB0668_STAMPING: X 1427 1981
 CB0668_MARK LOGO: NGS   
 CB0668_PROJECTION: FLUSH
 CB0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0668_ROD/PIPE-DEPTH: 4.0  meters
 CB0668
 CB0668  HISTORY     - Date     Condition        Report By
 CB0668  HISTORY     - 1981     MONUMENTED       NGS
 CB0668
 CB0668                          STATION DESCRIPTION
 CB0668
 CB0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0668'2.5 KM (1.55 MI) NE FROM RANKIN.
 CB0668'2.5 KM (1.55 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0668'WITH STATE HIGHWAY 349 IN RANKIN AND 29.3 METERS (96.1 FT)
 CB0668'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CB0668'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0668'THE MARK IS 0.4 METERS  SSE FROM  A FENCE AND WITNESS POST
 CB0668'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0692 ***********************************************************************
 CB0692  FBN         -  This is a Federal Base Network Control Station.
 CB0692  PACS        -  This is a Primary Airport Control Station.
 CB0692  DESIGNATION -  X 1428
 CB0692  PID         -  CB0692
 CB0692  STATE/COUNTY-  TX/REAGAN
 CB0692  USGS QUAD   -  BIG LAKE (1971)
 CB0692
 CB0692                         *CURRENT SURVEY CONTROL
 CB0692  ___________________________________________________________________
 CB0692* NAD 83(1993)-  31 11 31.27192(N)    101 28 12.45027(W)     ADJUSTED  
 CB0692* NAVD 88     -       822.559  (meters)    2698.68   (feet)  ADJUSTED  
 CB0692  ___________________________________________________________________
 CB0692  X           -  -1,086,092.834 (meters)                     COMP
 CB0692  Y           -  -5,352,600.998 (meters)                     COMP
 CB0692  Z           -   3,284,537.295 (meters)                     COMP
 CB0692  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CB0692  ELLIP HEIGHT-         798.50  (meters)          (05/01/00) GPS OBS
 CB0692  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0692  DYNAMIC HT  -         821.359 (meters)    2694.74  (feet)  COMP
 CB0692  MODELED GRAV-     979,154.6   (mgal)                       NAVD 88
 CB0692
 CB0692  HORZ ORDER  -  B
 CB0692  VERT ORDER  -  FIRST     CLASS II
 CB0692  ELLP ORDER  -  THIRD     CLASS I
 CB0692
 CB0692.This mark is at Reagan Co (E41) Airport (E41)
 CB0692
 CB0692.The horizontal coordinates were established by GPS observations
 CB0692.and adjusted by the National Geodetic Survey in May 1994..
 CB0692
 CB0692.The orthometric height was determined by differential leveling
 CB0692.and adjusted by the National Geodetic Survey in June 1991..
 CB0692
 CB0692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CB0692
 CB0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0692
 CB0692.The ellipsoidal height was determined by GPS observations
 CB0692.and is referenced to NAD 83.
 CB0692
 CB0692.The geoid height was determined by GEOID03.
 CB0692
 CB0692.The dynamic height is computed by dividing the NAVD 88
 CB0692.geopotential number by the normal gravity value computed on the
 CB0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0692.degrees latitude (g = 980.6199 gals.).
 CB0692
 CB0692.The modeled gravity was interpolated from observed gravity values.
 CB0692
 CB0692;                    North         East     Units Scale Factor Converg.
 CB0692;SPC TX C     - 3,169,647.143   591,663.803   MT  0.99988725   -0 35 07.9
 CB0692;SPC TX C     -10,399,084.00  1,941,150.33   sFT  0.99988725   -0 35 07.9
 CB0692;UTM  14      - 3,453,511.602   264,626.683   MT  1.00028340   -1 16 47.6
 CB0692
 CB0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0692!SPC TX C     -   0.99987463  x   0.99988725  =   0.99976189
 CB0692!UTM  14      -   0.99987463  x   1.00028340  =   1.00015799
 CB0692
 CB0692|---------------------------------------------------------------------|
 CB0692| PID    Reference Object                     Distance      Geod. Az  |
 CB0692|                                                           dddmmss.s |
 CB0692| CB0999 LAKEPORT                            290.172 METERS 33543     |
 CB0692|---------------------------------------------------------------------|
 CB0692
 CB0692                          SUPERSEDED SURVEY CONTROL
 CB0692
 CB0692  ELLIP H (05/09/94)  798.58   (m)                       GP(       ) 4 2
 CB0692  ELLIP H (12/21/93)  797.97   (m)                       GP(       ) 4 1
 CB0692  NAD 83(1986)-  31 11 31.28032(N)    101 28 12.43707(W) AD(       ) 3
 CB0692  NAVD 88 (05/09/94)  822.56   (m)         2698.7    (f) LEVELING    3  
 CB0692  NGVD 29 (10/18/91)  822.21   (m)         2697.5    (f) LEVELING    3  
 CB0692
 CB0692.Superseded values are not recommended for survey control.
 CB0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0692.See file dsdata.txt to determine how the superseded data were derived.
 CB0692
 CB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV6462753512(NAD 83)
 CB0692_MARKER: F = FLANGE-ENCASED ROD
 CB0692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0692_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CB0692_STAMPING: X 1428 1981
 CB0692_MARK LOGO: NGS   
 CB0692_PROJECTION: FLUSH
 CB0692_MAGNETIC: I = MARKER IS A STEEL ROD
 CB0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0692+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 CB0692_ROD/PIPE-DEPTH: 6.1  meters
 CB0692
 CB0692  HISTORY     - Date     Condition        Report By
 CB0692  HISTORY     - 1981     MONUMENTED       NGS
 CB0692  HISTORY     - 19890118 GOOD             NGS
 CB0692  HISTORY     - 19910302 GOOD             NGS
 CB0692  HISTORY     - 19930222 GOOD             NGS
 CB0692  HISTORY     - 19950503 GOOD             NGS
 CB0692  HISTORY     - 19950618 GOOD             NGS
 CB0692  HISTORY     - 19980218 GOOD             NGS
 CB0692  HISTORY     - 19990415 GOOD             NGS
 CB0692  HISTORY     - 20010821 GOOD             INDIV
 CB0692
 CB0692                          STATION DESCRIPTION
 CB0692
 CB0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0692'0.2 KM (0.1 MI) WEST FROM BIG LAKE.
 CB0692'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CB0692'0.2 KM (0.1 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0692'STATE HIGHWAY 137 IN BIG LAKE, 25.6 METERS (84.0 FT) NORTH OF THE
 CB0692'CENTERLINE OF THE HIGHWAY AND 9.1 METERS (29.9 FT) EAST OF THE CENTER
 CB0692'OF A GRAVELED ROAD LEADING NORTH TO THE BIG LAKE MUNICIPAL AIRPORT.
 CB0692'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0692'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 CB0692
 CB0692                          STATION RECOVERY (1989)
 CB0692
 CB0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CB0692'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) WEST OF BIG LAKE, ALONG
 CB0692'U S HIGHWAY 67 AT THE ENTRANCE TO THE REAGAN COUNTY AIRPORT, ON THE
 CB0692'HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 CB0692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 CB0692'HIGHWAY 137 IN BIG LAKE, GO WEST ON U.S. HIGHWAY 67 FOR 0.27 KM
 CB0692'(0.15 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT AND THE STATION, NEAR A
 CB0692'CHAIN LINKED FENCE CORNER.
 CB0692'THE STATION IS 25.7 M (84.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 21.5
 CB0692'M (70.5 FT) NORTHEAST OF A HYDANT, 8.7 M (28.5 FT) EAST OF THE CENTER
 CB0692'OF THE ENTRANCE ROAD, 1.5 M (4.9 FT) WEST-SOUTHWEST OF THE FENCE
 CB0692'CORNER, 0.3 M (1.0 FT) EAST OF A CARSONITE WITNESS POST, AND 0.3 M
 CB0692'(1.0 FT) WEST OF A WITNESS POST.
 CB0692'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0692'DESCRIBED BY R.D.B.
 CB0692
 CB0692                          STATION RECOVERY (1991)
 CB0692
 CB0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CB0692'RECOVERED IN GOOD CONDITION.
 CB0692
 CB0692                          STATION RECOVERY (1993)
 CB0692
 CB0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CB0692'STATION IS LOCATED ON THE WEST SIDE OF BIG LAKE, AT THE ENTRANCE TO
 CB0692'THE BIG LAKE/REAGAN COUNTY AIRPORT, ON THE RIGHT-OF-WAY OF U.S.
 CB0692'HIGHWAY 67.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 CB0692'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 137 ON
 CB0692'THE WEST SIDE OF BIG LAKE, GO WEST ON HIGHWAY 67 FOR 0.27 KM
 CB0692'(0.15 MI) TO THE AIRPORT ENTRANCE AND STATION ON THE RIGHT.
 CB0692'STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD ENCASED IN
 CB0692'A PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE
 CB0692'GROUND. IT IS 25.5 M (83.7 FT) NORTH OF AND SLIGHTLY HIGHER THAN THE
 CB0692'HIGHWAY CENTER, 9.1 M (29.9 FT) EAST OF THE ENTRANCE ROAD CENTER, 1.7
 CB0692'M (5.6 FT) WEST OF A FENCE CORNER, 0.5 M (1.6 FT) WEST OF A METAL
 CB0692'WITNESS POST, 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST AND
 CB0692'21.4 M (70.2 FT) NORTHEAST OF A HYDRANT ACROSS THE ENTRANCE ROAD.
 CB0692
 CB0692                          STATION RECOVERY (1995)
 CB0692
 CB0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CB0692'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) WEST OF BIG LAKE, ALONG
 CB0692'U.S.  HIGHWAY 67 AT THE ENTRANCE TO THE REAGAN COUNTY AIRPORT, ON THE
 CB0692'HIGHWAY RIGHT-OF-WAY, ON THE RIGHT SIDE OF THE ENTRANCE ROAD.
 CB0692'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 CB0692'FROM THE JUNCTION OF U.S.  HIGHWAY 67 AND STATE HIGHWAY 137 IN BIG
 CB0692'LAKE, GO WEST, 0.27 KM (0.15 MI) ON HIGHWAY 67 TO A PAVED ROAD RIGHT
 CB0692'AT THE AIRPORT ENTRANCE AND THE STATION ON THE RIGHT, NEAR A CHAIN
 CB0692'LINK FENCE CORNER.  STATION IS 25.5 M (83.7 FT) NORTH OF THE HIGHWAY
 CB0692'CENTERLINE, 21.5 M (70.5 FT) NORTHEAST OF A HYDRANT, 8.7 M (28.5 FT)
 CB0692'EAST OF THE ENTRANCE ROAD CENTER, 1.6 M (5.2 FT) WEST-SOUTHWEST OF THE
 CB0692'FENCE CORNER AND GATE, 0.3 M (1.0 FT) EAST OF A CARSONITE WITNESS
 CB0692'POST, 0.4 M (1.3 FT) WEST OF A METAL WITNESS POST, AND 0.3 M (1.0 FT)
 CB0692'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 CB0692'THROUGH A 5-INCH LOGO CAP.  THIS IS THE PRIMARY AIRPORT CONTROL
 CB0692'STATION (PACS) .
 CB0692
 CB0692                          STATION RECOVERY (1995)
 CB0692
 CB0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 CB0692'RECOVERED AS DESCRIBED.
 CB0692
 CB0692                          STATION RECOVERY (1998)
 CB0692
 CB0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CB0692'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES  NOTE--THE DATUM
 CB0692'POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD CAP
 CB0692'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD WITHOUT SLEEVE, RECESSED
 CB0692'ABOUT 13-CM BELOW THE GROUND SURFACE AND DRIVEN TO A DEPTH OF 6.1 M,
 CB0692'(20.0 FT) ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 CB0692'CONCRETE, FLUSH WITH THE GROUND SURFACE.
 CB0692
 CB0692                          STATION RECOVERY (1999)
 CB0692
 CB0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CB0692'RECOVERED AS DESCRIBED.
 CB0692
 CB0692                          STATION RECOVERY (2001)
 CB0692
 CB0692'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 CB0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0740 ***********************************************************************
 CA0740  DESIGNATION -  X 1429
 CA0740  PID         -  CA0740
 CA0740  STATE/COUNTY-  TX/CONCHO
 CA0740  USGS QUAD   -  PASCHE (1970)
 CA0740
 CA0740                         *CURRENT SURVEY CONTROL
 CA0740  ___________________________________________________________________
 CA0740* NAD 83(1986)-  31 14 11.     (N)    099 44 18.     (W)     SCALED    
 CA0740* NAVD 88     -       591.084  (meters)    1939.25   (feet)  ADJUSTED  
 CA0740  ___________________________________________________________________
 CA0740  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CA0740  DYNAMIC HT  -         590.268 (meters)    1936.57  (feet)  COMP
 CA0740  MODELED GRAV-     979,242.4   (mgal)                       NAVD 88
 CA0740
 CA0740  VERT ORDER  -  FIRST     CLASS II
 CA0740
 CA0740.The horizontal coordinates were scaled from a topographic map and have
 CA0740.an estimated accuracy of +/- 6 seconds.
 CA0740
 CA0740.The orthometric height was determined by differential leveling
 CA0740.and adjusted by the National Geodetic Survey in June 1991..
 CA0740
 CA0740.The geoid height was determined by GEOID03.
 CA0740
 CA0740.The dynamic height is computed by dividing the NAVD 88
 CA0740.geopotential number by the normal gravity value computed on the
 CA0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0740.degrees latitude (g = 980.6199 gals.).
 CA0740
 CA0740.The modeled gravity was interpolated from observed gravity values.
 CA0740
 CA0740;                    North         East    Units  Estimated Accuracy
 CA0740;SPC TX C     - 3,174,160.      756,680.      MT  (+/- 180 meters Scaled)
 CA0740
 CA0740                          SUPERSEDED SURVEY CONTROL
 CA0740
 CA0740.No superseded survey control is available for this station.
 CA0740
 CA0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV296560(NAD 83)
 CA0740_MARKER: I = METAL ROD
 CA0740_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0740_SP_SET: STAINLESS STEEL ROD
 CA0740_STAMPING: X 1429 1981
 CA0740_MARK LOGO: NGS   
 CA0740_PROJECTION: FLUSH
 CA0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0740_ROD/PIPE-DEPTH: 3.4  meters
 CA0740
 CA0740  HISTORY     - Date     Condition        Report By
 CA0740  HISTORY     - 1981     MONUMENTED       NGS
 CA0740  HISTORY     - 19990219 GOOD             USPSQD
 CA0740  HISTORY     - 19991231 GOOD             USPSQD
 CA0740
 CA0740                          STATION DESCRIPTION
 CA0740
 CA0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0740'10.6 KM (6.6 MI) EAST FROM EDEN.
 CA0740'10.6 KM (6.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0740'WITH U.S. HIGHWAY 83 IN EDEN, 19.0 METERS (62.3 FT) EAST OF THE CENTER
 CA0740'OF A GRAVELED ROAD AND 15.1 METERS (49.5 FT) NORTH OF THE CENTERLINE
 CA0740'OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0740'LOGO CAP.
 CA0740'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CA0740'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0740
 CA0740                          STATION RECOVERY (1999)
 CA0740
 CA0740'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0740'RECOVERED IN GOOD CONDITION.
 CA0740
 CA0740                          STATION RECOVERY (1999)
 CA0740
 CA0740'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0128 ***********************************************************************
 CV0128  DESIGNATION -  X 143
 CV0128  PID         -  CV0128
 CV0128  STATE/COUNTY-  TX/ANDREWS
 CV0128  USGS QUAD   -  FLOREY (1971)
 CV0128
 CV0128                         *CURRENT SURVEY CONTROL
 CV0128  ___________________________________________________________________
 CV0128* NAD 83(1986)-  32 24 31.     (N)    102 34 32.     (W)     SCALED    
 CV0128* NAVD 88     -       966.542  (meters)    3171.06   (feet)  POSTED    
 CV0128  ___________________________________________________________________
 CV0128  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CV0128  DYNAMIC HT  -         965.210 (meters)    3166.69  (feet)  COMP
 CV0128  MODELED GRAV-     979,228.4   (mgal)                       NAVD 88
 CV0128
 CV0128  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0128
 CV0128.The horizontal coordinates were scaled from a topographic map and have
 CV0128.an estimated accuracy of +/- 6 seconds.
 CV0128
 CV0128.The orthometric height was determined by differential leveling
 CV0128.and adjusted by the National Geodetic Survey in 1992..
 CV0128.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0128.rate of 3.1 thru 4.0 mm/km.
 CV0128
 CV0128.The geoid height was determined by GEOID03.
 CV0128
 CV0128.The dynamic height is computed by dividing the NAVD 88
 CV0128.geopotential number by the normal gravity value computed on the
 CV0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0128.degrees latitude (g = 980.6199 gals.).
 CV0128
 CV0128.The modeled gravity was interpolated from observed gravity values.
 CV0128
 CV0128;                    North         East    Units  Estimated Accuracy
 CV0128;SPC TXNC     - 2,089,710.      216,730.      MT  (+/- 180 meters Scaled)
 CV0128
 CV0128                          SUPERSEDED SURVEY CONTROL
 CV0128
 CV0128  NGVD 29 (??/??/92)  966.140  (m)         3169.74   (f) ADJ UNCH    1 2
 CV0128
 CV0128.Superseded values are not recommended for survey control.
 CV0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0128.See file dsdata.txt to determine how the superseded data were derived.
 CV0128
 CV0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR280883(NAD 83)
 CV0128_MARKER: DB = BENCH MARK DISK
 CV0128_SETTING: 0 = UNSPECIFIED SETTING
 CV0128_STAMPING: X 143 1934
 CV0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0128
 CV0128  HISTORY     - Date     Condition        Report By
 CV0128  HISTORY     - 1934     MONUMENTED       CGS
 CV0128  HISTORY     - 1971     MARK NOT FOUND   USGS
 CV0128
 CV0128                          STATION DESCRIPTION
 CV0128
 CV0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0128'6.1 MI N FROM ANDREWS.
 CV0128'6.1 MI. NORTH ALONG STATE HWY. NO. 137 FROM HIGH SCHOOL ON THE RIGHT
 CV0128'OF WAY OF STATE HWY. NO. 137, 0.7 MI. NORTH OF HWY. CATTLE GUARD AT
 CV0128'FOOT OF HILL, 27 FT. SOUTH OF CONCRETE RIGHT OF WAY MARKER, AND 54 FT.
 CV0128'WEST OF CENTER LINE OF HWY.
 CV0128
 CV0128                          STATION RECOVERY (1971)
 CV0128
 CV0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CV0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0785 ***********************************************************************
 CB0785  DESIGNATION -  X 1430
 CB0785  PID         -  CB0785
 CB0785  STATE/COUNTY-  TX/CONCHO
 CB0785  USGS QUAD   -  VICK (1984)
 CB0785
 CB0785                         *CURRENT SURVEY CONTROL
 CB0785  ___________________________________________________________________
 CB0785* NAD 83(1986)-  31 20 32.     (N)    100 06 32.     (W)     SCALED    
 CB0785* NAVD 88     -       565.144  (meters)    1854.14   (feet)  ADJUSTED  
 CB0785  ___________________________________________________________________
 CB0785  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0785  DYNAMIC HT  -         564.371 (meters)    1851.61  (feet)  COMP
 CB0785  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 CB0785
 CB0785  VERT ORDER  -  FIRST     CLASS II
 CB0785
 CB0785.The horizontal coordinates were scaled from a topographic map and have
 CB0785.an estimated accuracy of +/- 6 seconds.
 CB0785
 CB0785.The orthometric height was determined by differential leveling
 CB0785.and adjusted by the National Geodetic Survey in June 1991..
 CB0785
 CB0785.The geoid height was determined by GEOID03.
 CB0785
 CB0785.The dynamic height is computed by dividing the NAVD 88
 CB0785.geopotential number by the normal gravity value computed on the
 CB0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0785.degrees latitude (g = 980.6199 gals.).
 CB0785
 CB0785.The modeled gravity was interpolated from observed gravity values.
 CB0785
 CB0785;                    North         East    Units  Estimated Accuracy
 CB0785;SPC TX C     - 3,185,770.      721,360.      MT  (+/- 180 meters Scaled)
 CB0785
 CB0785                          SUPERSEDED SURVEY CONTROL
 CB0785
 CB0785.No superseded survey control is available for this station.
 CB0785
 CB0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV945680(NAD 83)
 CB0785_MARKER: I = METAL ROD
 CB0785_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0785+WITH SETTING: INFORMATION.
 CB0785_SP_SET: METAL ROD DRIVEN INTO GROUND
 CB0785_STAMPING: X 1430 1981
 CB0785_MARK LOGO: NGS   
 CB0785_PROJECTION: FLUSH
 CB0785_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0785_ROD/PIPE-DEPTH: 3.7  meters
 CB0785
 CB0785  HISTORY     - Date     Condition        Report By
 CB0785  HISTORY     - 1981     MONUMENTED       NGS
 CB0785  HISTORY     - 19830511 GOOD             NGS
 CB0785  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CB0785
 CB0785                          STATION DESCRIPTION
 CB0785
 CB0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0785'31.5 KM (19.6 MI) NW FROM EDEN.
 CB0785'31.5 KM (19.6 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 87 FROM ITS
 CB0785'JUNCTION WITH U. S. HIGHWAY 83 IN EDEN, 31.7 METERS (104.0 FT) NORTH
 CB0785'OF THE CENTERLINE OF THE HIGHWAY, 15.9 METERS (52.2 FT) NORTH OF A
 CB0785'FENCE CORNER AND 5.3 METERS (17.4 FT) EAST OF THE CENTER OF A GRAVELED
 CB0785'ROAD LEADING NORTH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CB0785'5-INCH LOGO CAP.
 CB0785'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CB0785'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CB0785
 CB0785                          STATION RECOVERY (1983)
 CB0785
 CB0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CB0785'RECOVERED IN GOOD CONDITION.
 CB0785
 CB0785                          STATION RECOVERY (1999)
 CB0785
 CB0785'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB1000 ***********************************************************************
 CB1000  DESIGNATION -  X 1430 RESET
 CB1000  PID         -  CB1000
 CB1000  STATE/COUNTY-  TX/CONCHO
 CB1000  USGS QUAD   -  VICK (1984)
 CB1000
 CB1000                         *CURRENT SURVEY CONTROL
 CB1000  ___________________________________________________________________
 CB1000* NAD 83(1986)-  31 20 32.     (N)    100 06 32.     (W)     SCALED    
 CB1000* NAVD 88     -       565.34   (meters)    1854.8    (feet)  RESET     
 CB1000  ___________________________________________________________________
 CB1000  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB1000
 CB1000  VERT ORDER  -  THIRD
 CB1000
 CB1000.The horizontal coordinates were scaled from a topographic map and have
 CB1000.an estimated accuracy of +/- 6 seconds.
 CB1000
 CB1000.The orthometric height was computed from unverified reset data.
 CB1000
 CB1000.The geoid height was determined by GEOID03.
 CB1000
 CB1000;                    North         East    Units  Estimated Accuracy
 CB1000;SPC TX C     - 3,185,770.      721,360.      MT  (+/- 180 meters Scaled)
 CB1000
 CB1000                          SUPERSEDED SURVEY CONTROL
 CB1000
 CB1000.No superseded survey control is available for this station.
 CB1000
 CB1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV945680(NAD 83)
 CB1000_MARKER: DV = VERTICAL CONTROL DISK
 CB1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1000_SP_SET: CONCRETE POST
 CB1000_STAMPING: X 1430 RESET 1983
 CB1000_MARK LOGO: NGS   
 CB1000_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1000+STABILITY: SURFACE MOTION
 CB1000
 CB1000  HISTORY     - Date     Condition        Report By
 CB1000  HISTORY     - 1983     MONUMENTED       NGS
 CB1000
 CB1000                          STATION DESCRIPTION
 CB1000
 CB1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CB1000'31.5 KM (19.55 MI) NORTHWEST ALONG US HIGHWAY 87 FROM THE JUNCTION
 CB1000'WITH US HIGHWAY 83 IN EDEN, AT A GRAVEL ROAD TO THE NORTH, 70.7 M
 CB1000'(232.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT)
 CB1000'WEST OF THE CENTER OF THE GRAVEL ROAD, 0.48 M (1.57 FT)
 CB1000'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 0.43 M (1.41 FT) EAST OF A
 CB1000'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0757 ***********************************************************************
 CB0757  DESIGNATION -  X 1431
 CB0757  PID         -  CB0757
 CB0757  STATE/COUNTY-  TX/TOM GREEN
 CB0757  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0757
 CB0757                         *CURRENT SURVEY CONTROL
 CB0757  ___________________________________________________________________
 CB0757* NAD 83(1986)-  31 23 30.     (N)    100 29 27.     (W)     SCALED    
 CB0757* NAVD 88     -       571.018  (meters)    1873.41   (feet)  ADJUSTED  
 CB0757  ___________________________________________________________________
 CB0757  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0757  DYNAMIC HT  -         570.233 (meters)    1870.84  (feet)  COMP
 CB0757  MODELED GRAV-     979,247.8   (mgal)                       NAVD 88
 CB0757
 CB0757  VERT ORDER  -  FIRST     CLASS II
 CB0757
 CB0757.The horizontal coordinates were scaled from a topographic map and have
 CB0757.an estimated accuracy of +/- 6 seconds.
 CB0757
 CB0757.The orthometric height was determined by differential leveling
 CB0757.and adjusted by the National Geodetic Survey in June 1991..
 CB0757
 CB0757.The geoid height was determined by GEOID03.
 CB0757
 CB0757.The dynamic height is computed by dividing the NAVD 88
 CB0757.geopotential number by the normal gravity value computed on the
 CB0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0757.degrees latitude (g = 980.6199 gals.).
 CB0757
 CB0757.The modeled gravity was interpolated from observed gravity values.
 CB0757
 CB0757;                    North         East    Units  Estimated Accuracy
 CB0757;SPC TX C     - 3,191,240.      685,020.      MT  (+/- 180 meters Scaled)
 CB0757
 CB0757                          SUPERSEDED SURVEY CONTROL
 CB0757
 CB0757.No superseded survey control is available for this station.
 CB0757
 CB0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV582739(NAD 83)
 CB0757_MARKER: I = METAL ROD
 CB0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0757_SP_SET: STAINLESS STEEL ROD
 CB0757_STAMPING: X 1431 1981
 CB0757_MARK LOGO: NGS   
 CB0757_PROJECTION: FLUSH
 CB0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0757_ROD/PIPE-DEPTH: 3.0  meters
 CB0757
 CB0757  HISTORY     - Date     Condition        Report By
 CB0757  HISTORY     - 1981     MONUMENTED       NGS
 CB0757  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 CB0757  HISTORY     - 20050728 POOR             USPSQD
 CB0757
 CB0757                          STATION DESCRIPTION
 CB0757
 CB0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0757'9.1 KM (5.65 MI) SW FROM SAN ANGELO.
 CB0757'5.5 KM (3.4 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CB0757'RAILROAD FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 0.4 KM (0.25
 CB0757'MI) NORTHWEST ALONG STATE HIGHWAY LOOP 306, THENCE 3.2 KM (2.0 MI)
 CB0757'SOUTHERLY ALONG KNICKERBOCKER ROAD, AT THE ENTRANCE TO THE WEST TEXAS
 CB0757'UTILITY COMPANY, 32.0 METERS (105.0 FT) SOUTH OF THE CENTER OF THE
 CB0757'ENTRANCE, 22.5 KM (73.8 FT) WEST OF THE CENTERLINE OF THE ROAD AND 3.6
 CB0757'METERS (11.8 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CB0757'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0757'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 CB0757'THE MARK IS 1.2 M BELOW THE ROAD.
 CB0757
 CB0757                          STATION RECOVERY (2003)
 CB0757
 CB0757'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0757'MARK NOT FOUND.
 CB0757
 CB0757                          STATION RECOVERY (2005)
 CB0757
 CB0757'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CB0757'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0510 ***********************************************************************
 AZ0510  DESIGNATION -  X 1432
 AZ0510  PID         -  AZ0510
 AZ0510  STATE/COUNTY-  TX/UVALDE
 AZ0510  USGS QUAD   -  CLINE (1974)
 AZ0510
 AZ0510                         *CURRENT SURVEY CONTROL
 AZ0510  ___________________________________________________________________
 AZ0510* NAD 83(1986)-  29 14 53.     (N)    100 03 41.     (W)     SCALED    
 AZ0510* NAVD 88     -       309.241  (meters)    1014.57   (feet)  ADJUSTED  
 AZ0510  ___________________________________________________________________
 AZ0510  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0510  DYNAMIC HT  -         308.790 (meters)    1013.09  (feet)  COMP
 AZ0510  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 AZ0510
 AZ0510  VERT ORDER  -  FIRST     CLASS II
 AZ0510
 AZ0510.The horizontal coordinates were scaled from a topographic map and have
 AZ0510.an estimated accuracy of +/- 6 seconds.
 AZ0510
 AZ0510.The orthometric height was determined by differential leveling
 AZ0510.and adjusted by the National Geodetic Survey in June 1991..
 AZ0510
 AZ0510.The geoid height was determined by GEOID03.
 AZ0510
 AZ0510.The dynamic height is computed by dividing the NAVD 88
 AZ0510.geopotential number by the normal gravity value computed on the
 AZ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0510.degrees latitude (g = 980.6199 gals.).
 AZ0510
 AZ0510.The modeled gravity was interpolated from observed gravity values.
 AZ0510
 AZ0510;                    North         East    Units  Estimated Accuracy
 AZ0510;SPC TXSC     - 4,157,260.      496,840.      MT  (+/- 180 meters Scaled)
 AZ0510
 AZ0510                          SUPERSEDED SURVEY CONTROL
 AZ0510
 AZ0510.No superseded survey control is available for this station.
 AZ0510
 AZ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT968359(NAD 83)
 AZ0510_MARKER: DB = BENCH MARK DISK
 AZ0510_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0510_SP_SET: ROCK OUTCROP
 AZ0510_STAMPING: X 1432 1982
 AZ0510_MARK LOGO: NGS   
 AZ0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0510+STABILITY: POSITION/ELEVATION WELL
 AZ0510
 AZ0510  HISTORY     - Date     Condition        Report By
 AZ0510  HISTORY     - 1982     MONUMENTED       NGS
 AZ0510
 AZ0510                          STATION DESCRIPTION
 AZ0510
 AZ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0510'28.0 KM (17.35 MI) WSW FROM UVALDE.
 AZ0510'28.0 KM (17.35 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 AZ0510'SERVICE ROAD FROM THE STATION AT UVALDE, AT RAILROAD MILE POST NUMBER
 AZ0510'318, SET IN TOP OF A FLAT 3 BY 2 FT OUTCROP OF ROCK IN THE SOUTH TRACK
 AZ0510'OF THE RAILROAD SERVICE ROAD, ACROSS RAILROAD AND SOUTH OF A RAILROAD
 AZ0510'55 MILES PER HOUR SIGN, 3.1 METERS (10.2 FT) NORTH OF MILEPOST NUMBER
 AZ0510'318, AND 9.5 METERS (31.2 FT) SOUTH OF SOUTH RAIL (SLOPE MEASUREMENT).
 AZ0510'THE MARK IS 2.7 METERS  NNW FROM A WITNESS POST.
 AZ0510'THE MARK IS 1.4 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0514 ***********************************************************************
 AZ0514  DESIGNATION -  X 1433
 AZ0514  PID         -  AZ0514
 AZ0514  STATE/COUNTY-  TX/MAVERICK
 AZ0514  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0514
 AZ0514                         *CURRENT SURVEY CONTROL
 AZ0514  ___________________________________________________________________
 AZ0514* NAD 83(1986)-  29 01 14.     (N)    100 29 07.     (W)     SCALED    
 AZ0514* NAVD 88     -       281.016  (meters)     921.97   (feet)  ADJUSTED  
 AZ0514  ___________________________________________________________________
 AZ0514  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 AZ0514  DYNAMIC HT  -         280.602 (meters)     920.61  (feet)  COMP
 AZ0514  MODELED GRAV-     979,166.3   (mgal)                       NAVD 88
 AZ0514
 AZ0514  VERT ORDER  -  FIRST     CLASS II
 AZ0514
 AZ0514.The horizontal coordinates were scaled from a topographic map and have
 AZ0514.an estimated accuracy of +/- 6 seconds.
 AZ0514
 AZ0514.The orthometric height was determined by differential leveling
 AZ0514.and adjusted by the National Geodetic Survey in June 1991..
 AZ0514
 AZ0514.The geoid height was determined by GEOID03.
 AZ0514
 AZ0514.The dynamic height is computed by dividing the NAVD 88
 AZ0514.geopotential number by the normal gravity value computed on the
 AZ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0514.degrees latitude (g = 980.6199 gals.).
 AZ0514
 AZ0514.The modeled gravity was interpolated from observed gravity values.
 AZ0514
 AZ0514;                    North         East    Units  Estimated Accuracy
 AZ0514;SPC TXSC     - 4,132,500.      455,330.      MT  (+/- 180 meters Scaled)
 AZ0514
 AZ0514                          SUPERSEDED SURVEY CONTROL
 AZ0514
 AZ0514.No superseded survey control is available for this station.
 AZ0514
 AZ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT553111(NAD 83)
 AZ0514_MARKER: I = METAL ROD
 AZ0514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0514_SP_SET: STAINLESS STEEL ROD
 AZ0514_STAMPING: X 1433 1982
 AZ0514_MARK LOGO: NGS   
 AZ0514_PROJECTION: FLUSH
 AZ0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0514_ROD/PIPE-DEPTH: 5.8  meters
 AZ0514
 AZ0514  HISTORY     - Date     Condition        Report By
 AZ0514  HISTORY     - 1982     MONUMENTED       NGS
 AZ0514
 AZ0514                          STATION DESCRIPTION
 AZ0514
 AZ0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0514'18.4 KM (11.4 MI) SSW FROM SPOFFORD.
 AZ0514'18.4 KM (11.4 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AZ0514'JUNCTION OF FARM ROAD 157 IN SPOFFORD, 18.3 KM (60.0 FT) EAST
 AZ0514'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.8 METERS (29.0 FT) SOUTH
 AZ0514'SOUTHWEST OF A TELEPHONE CABLE WARNING POST, 0.3 METER (0.1 FT)
 AZ0514'NORTHWEST OF A FENCE LINE, NOTE, ROD DRIVEN TO FEFUSAL.
 AZ0514'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AZ0514'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1628 ***********************************************************************
 AY1628  DESIGNATION -  X 1434
 AY1628  PID         -  AY1628
 AY1628  STATE/COUNTY-  TX/MEDINA
 AY1628  USGS QUAD   -  LA COSTE (1982)
 AY1628
 AY1628                         *CURRENT SURVEY CONTROL
 AY1628  ___________________________________________________________________
 AY1628* NAD 83(1986)-  29 21 18.     (N)    098 50 54.     (W)     SCALED    
 AY1628* NAVD 88     -       231.891  (meters)     760.80   (feet)  ADJUSTED  
 AY1628  ___________________________________________________________________
 AY1628  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AY1628  DYNAMIC HT  -         231.556 (meters)     759.70  (feet)  COMP
 AY1628  MODELED GRAV-     979,190.1   (mgal)                       NAVD 88
 AY1628
 AY1628  VERT ORDER  -  FIRST     CLASS II
 AY1628
 AY1628.The horizontal coordinates were scaled from a topographic map and have
 AY1628.an estimated accuracy of +/- 6 seconds.
 AY1628
 AY1628.The orthometric height was determined by differential leveling
 AY1628.and adjusted by the National Geodetic Survey in June 1991..
 AY1628
 AY1628.The geoid height was determined by GEOID03.
 AY1628
 AY1628.The dynamic height is computed by dividing the NAVD 88
 AY1628.geopotential number by the normal gravity value computed on the
 AY1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1628.degrees latitude (g = 980.6199 gals.).
 AY1628
 AY1628.The modeled gravity was interpolated from observed gravity values.
 AY1628
 AY1628;                    North         East    Units  Estimated Accuracy
 AY1628;SPC TXSC     - 4,168,650.      614,730.      MT  (+/- 180 meters Scaled)
 AY1628
 AY1628                          SUPERSEDED SURVEY CONTROL
 AY1628
 AY1628.No superseded survey control is available for this station.
 AY1628
 AY1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT147473(NAD 83)
 AY1628_MARKER: I = METAL ROD
 AY1628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1628_SP_SET: STAINLESS STEEL ROD
 AY1628_STAMPING: X 1434 1982
 AY1628_MARK LOGO: NGS   
 AY1628_PROJECTION: FLUSH
 AY1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1628_ROD/PIPE-DEPTH: 16   meters
 AY1628
 AY1628  HISTORY     - Date     Condition        Report By
 AY1628  HISTORY     - 1982     MONUMENTED       NGS
 AY1628  HISTORY     - 19970211 GOOD             USPSQD
 AY1628  HISTORY     - 20020913 GOOD             USPSQD
 AY1628
 AY1628                          STATION DESCRIPTION
 AY1628
 AY1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1628'2.7 KM (1.7 MI) EAST FROM CASTROVILLE.
 AY1628'2.7 KM (1.7 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1628'ROAD 471 NORTH IN CASTROVILLE, SET JUST EAST OF FLAT CREEK NEAR A
 AY1628'STEEL GATE, 50.0 METERS (164.0 FT) SOUTHEAST OF THE CENTER OF THE
 AY1628'SOUTH HEADWALL OF A 6 CHANNEL CONCRETE CULVERT OVER FLAT CREEK,
 AY1628'32.3 METERS (106.0 FT) SOUTH OF THE CENTERLINE OF THE 2 EASTBOUND
 AY1628'LANES OF THE HIGHWAY, 2.9 METERS (9.5 FT) NORTH OF THE CENTER OF A
 AY1628'METAL GATE, 0.55 METERS (1.8 FT) NORTH OF A WOODEN CORNER FENCE POST,
 AY1628'AND 0.30 METERS (1.0 FT) WEST OF STATE HIGHWAY BENCH MARK WITNESS POST
 AY1628'NUMBER BENCH MARK 10.
 AY1628'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AY1628'THE MARK IS 0.6 M BELOW HIGHWAY.
 AY1628
 AY1628                          STATION RECOVERY (1997)
 AY1628
 AY1628'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1628'RECOVERED IN GOOD CONDITION.
 AY1628
 AY1628                          STATION RECOVERY (2002)
 AY1628
 AY1628'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1216 ***********************************************************************
 AB1216  DESIGNATION -  X 1435
 AB1216  PID         -  AB1216
 AB1216  STATE/COUNTY-  TX/CAMERON
 AB1216  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1216
 AB1216                         *CURRENT SURVEY CONTROL
 AB1216  ___________________________________________________________________
 AB1216* NAD 83(1986)-  26 05 34.     (N)    097 18 56.     (W)     SCALED    
 AB1216* NAVD 88     -         1.587  (meters)       5.21   (feet)  ADJUSTED  
 AB1216  ___________________________________________________________________
 AB1216  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AB1216  DYNAMIC HT  -           1.584 (meters)       5.20  (feet)  COMP
 AB1216  MODELED GRAV-     979,059.7   (mgal)                       NAVD 88
 AB1216
 AB1216  VERT ORDER  -  FIRST     CLASS II
 AB1216
 AB1216.The horizontal coordinates were scaled from a topographic map and have
 AB1216.an estimated accuracy of +/- 6 seconds.
 AB1216
 AB1216.The orthometric height was determined by differential leveling
 AB1216.and adjusted by the National Geodetic Survey in June 1991..
 AB1216
 AB1216.The geoid height was determined by GEOID03.
 AB1216
 AB1216.The dynamic height is computed by dividing the NAVD 88
 AB1216.geopotential number by the normal gravity value computed on the
 AB1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1216.degrees latitude (g = 980.6199 gals.).
 AB1216
 AB1216.The modeled gravity was interpolated from observed gravity values.
 AB1216
 AB1216;                    North         East    Units  Estimated Accuracy
 AB1216;SPC TX S     - 5,047,770.      418,490.      MT  (+/- 180 meters Scaled)
 AB1216
 AB1216                          SUPERSEDED SURVEY CONTROL
 AB1216
 AB1216.No superseded survey control is available for this station.
 AB1216
 AB1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP684870(NAD 83)
 AB1216_MARKER: I = METAL ROD
 AB1216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1216_SP_SET: STAINLESS STEEL ROD
 AB1216_STAMPING: X 1435 1982
 AB1216_MARK LOGO: NGS   
 AB1216_PROJECTION: FLUSH
 AB1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1216_ROD/PIPE-DEPTH: 9.7  meters
 AB1216
 AB1216  HISTORY     - Date     Condition        Report By
 AB1216  HISTORY     - 1982     MONUMENTED       NGS
 AB1216  HISTORY     - 19910306 GOOD             USPSQD
 AB1216  HISTORY     - 19930210 GOOD             USPSQD
 AB1216
 AB1216                          STATION DESCRIPTION
 AB1216
 AB1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1216'12.1 KM (7.5 MI) WEST FROM PORT ISABEL.
 AB1216'12.1 KM (7.5 MI) WEST ALONG STATE HIGHWAY 100 FROM THE OLD PORT ISABEL
 AB1216'LIGHTHOUSE IN PORT ISABEL AT A T FENCE JUNCTION LEADING NORTH IN THE
 AB1216'NORTH HIGHWAY RIGHT-OF-WAY FENCE LINE, 39.6 METERS (130.0 FT) NORTH OF
 AB1216'THE CENTERLINE OF HIGHWAY 100, 5.3 METERS (17.5 FT) WEST OF THE
 AB1216'JUNCTION FENCE POST, 57.9 METERS (223.0 FT) SOUTH SOUTHWEST OF THE
 AB1216'CENTER OF A METAL GATE IN THE NORTH SOUTH FENCE LINE, AND 0.3 METER
 AB1216'(1.0 FT) SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 AB1216'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 AB1216'THE MARK IS ABOVE LEVEL WITH HIGHWAY 100.
 AB1216
 AB1216                          STATION RECOVERY (1991)
 AB1216
 AB1216'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1216'RECOVERED IN GOOD CONDITION.
 AB1216
 AB1216                          STATION RECOVERY (1993)
 AB1216
 AB1216'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0542 ***********************************************************************
 AZ0542  DESIGNATION -  X 1436
 AZ0542  PID         -  AZ0542
 AZ0542  STATE/COUNTY-  TX/KINNEY
 AZ0542  USGS QUAD   -  TEQUESQUITE CREEK NE (1978)
 AZ0542
 AZ0542                         *CURRENT SURVEY CONTROL
 AZ0542  ___________________________________________________________________
 AZ0542* NAD 83(1986)-  29 14 39.     (N)    100 31 31.     (W)     SCALED    
 AZ0542* NAVD 88     -       315.430  (meters)    1034.87   (feet)  ADJUSTED  
 AZ0542  ___________________________________________________________________
 AZ0542  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0542  DYNAMIC HT  -         314.967 (meters)    1033.35  (feet)  COMP
 AZ0542  MODELED GRAV-     979,168.7   (mgal)                       NAVD 88
 AZ0542
 AZ0542  VERT ORDER  -  FIRST     CLASS II
 AZ0542
 AZ0542.The horizontal coordinates were scaled from a topographic map and have
 AZ0542.an estimated accuracy of +/- 6 seconds.
 AZ0542
 AZ0542.The orthometric height was determined by differential leveling
 AZ0542.and adjusted by the National Geodetic Survey in June 1991..
 AZ0542
 AZ0542.The geoid height was determined by GEOID03.
 AZ0542
 AZ0542.The dynamic height is computed by dividing the NAVD 88
 AZ0542.geopotential number by the normal gravity value computed on the
 AZ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0542.degrees latitude (g = 980.6199 gals.).
 AZ0542
 AZ0542.The modeled gravity was interpolated from observed gravity values.
 AZ0542
 AZ0542;                    North         East    Units  Estimated Accuracy
 AZ0542;SPC TXSC     - 4,157,320.      451,750.      MT  (+/- 180 meters Scaled)
 AZ0542
 AZ0542                          SUPERSEDED SURVEY CONTROL
 AZ0542
 AZ0542.No superseded survey control is available for this station.
 AZ0542
 AZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT517360(NAD 83)
 AZ0542_MARKER: I = METAL ROD
 AZ0542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0542_SP_SET: STAINLESS STEEL ROD
 AZ0542_STAMPING: X 1436 1982
 AZ0542_MARK LOGO: NGS   
 AZ0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0542
 AZ0542  HISTORY     - Date     Condition        Report By
 AZ0542  HISTORY     - 1982     MONUMENTED       NGS
 AZ0542  HISTORY     - 19960223 GOOD             USPSQD
 AZ0542
 AZ0542                          STATION DESCRIPTION
 AZ0542
 AZ0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0542'13.1 KM (7.95 MI) NW FROM SPOFFORD.
 AZ0542'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0542'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 11.8 KM (7.35 MI) NORTHWEST
 AZ0542'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0542'RAILROAD TRACKS TO A RAILROAD CROSSING, THENCE 2.1 KM (1.3 MI)
 AZ0542'NORTHWEST ALONG THE GRAVELED ROAD ON THE NORTHEAST SIDE OF THE
 AZ0542'SOUTHERN PACIFIC RAILROAD TRACKS, AT THE RAILROAD MILEPOST NUMBER 350,
 AZ0542'150.7 KM (0.45 MI) SOUTHEAST OF THE JUNCTION OF FARM ROAD 693,
 AZ0542'40.5 METERS (133.0 FT) NORTHEAST AND ACROSS THE GRAVELED ROAD,
 AZ0542'13.1 METERS (43.0 FT) NORTHEAST OF THE CENTER OF THE GRAVELED ROAD,
 AZ0542'0.3 METER (2.0 FT) NORTHWEST OF A METAL POST WITH A TELEPHONE
 AZ0542'UNDERGROUND CABLE WARNING SIGN, AND 0.15 METERS (0.5 FT) SOUTHWEST OF
 AZ0542'A FENCE LINE.  NOTE, ROD ANCHORED AT THIS DEPTH.
 AZ0542'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AZ0542'THE MARK IS 0.3 M ABOVE GRAVELED ROAD.
 AZ0542
 AZ0542                          STATION RECOVERY (1996)
 AZ0542
 AZ0542'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1668 ***********************************************************************
 AY1668  DESIGNATION -  X 1437
 AY1668  PID         -  AY1668
 AY1668  STATE/COUNTY-  TX/BEXAR
 AY1668  USGS QUAD   -  VAN RAUB (1991)
 AY1668
 AY1668                         *CURRENT SURVEY CONTROL
 AY1668  ___________________________________________________________________
 AY1668* NAD 83(1986)-  29 40 53.     (N)    098 38 20.     (W)     SCALED    
 AY1668* NAVD 88     -       357.530  (meters)    1173.00   (feet)  ADJUSTED  
 AY1668  ___________________________________________________________________
 AY1668  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AY1668  DYNAMIC HT  -         357.009 (meters)    1171.29  (feet)  COMP
 AY1668  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AY1668
 AY1668  VERT ORDER  -  FIRST     CLASS II
 AY1668
 AY1668.The horizontal coordinates were scaled from a topographic map and have
 AY1668.an estimated accuracy of +/- 6 seconds.
 AY1668
 AY1668.The orthometric height was determined by differential leveling
 AY1668.and adjusted by the National Geodetic Survey in June 1991..
 AY1668
 AY1668.The geoid height was determined by GEOID03.
 AY1668
 AY1668.The dynamic height is computed by dividing the NAVD 88
 AY1668.geopotential number by the normal gravity value computed on the
 AY1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1668.degrees latitude (g = 980.6199 gals.).
 AY1668
 AY1668.The modeled gravity was interpolated from observed gravity values.
 AY1668
 AY1668;                    North         East    Units  Estimated Accuracy
 AY1668;SPC TXSC     - 4,204,870.      634,950.      MT  (+/- 180 meters Scaled)
 AY1668
 AY1668                          SUPERSEDED SURVEY CONTROL
 AY1668
 AY1668.No superseded survey control is available for this station.
 AY1668
 AY1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT349835(NAD 83)
 AY1668_MARKER: DB = BENCH MARK DISK
 AY1668_SETTING: 66 = SET IN ROCK OUTCROP
 AY1668_SP_SET: ROCK OUTCROP
 AY1668_STAMPING: X 1437 1982
 AY1668_MARK LOGO: NGS   
 AY1668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1668+STABILITY: POSITION/ELEVATION WELL
 AY1668
 AY1668  HISTORY     - Date     Condition        Report By
 AY1668  HISTORY     - 1982     MONUMENTED       NGS
 AY1668  HISTORY     - 1990     GOOD             USPSQD
 AY1668
 AY1668                          STATION DESCRIPTION
 AY1668
 AY1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1668'15.4 KM (9.6 MI) SSE FROM BOERNE.
 AY1668'2.6 KM (1.65 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1668'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 12.8 KM
 AY1668'(7.95 MI) SOUTHEAST ALONG THE EAST FRONTAGE ROAD, AT A POWERLINE
 AY1668'CROSSING THE FRONTAGE ROAD AND INTERSTATE HIGHWAY 10, 0.6 KM (0.4 MI)
 AY1668'NORTHWEST OF THE RALPH FAIR CROSSROAD, THE MARK IS SET IN THE TOP OF
 AY1668'ROCK OUTCROP PROJECTING ABOUT 20 CENTIMETERS (0.7 FT), 14.0 METERS
 AY1668'(46.0 FT) NORTHEAST OF THE CENTER OF EAST FRONTAGE ROAD, 2.1 METERS
 AY1668'(7.0 FT) SOUTH SOUTHEAST OF POWERLINE POLE NUMBER N 209, 26.0 METERS
 AY1668'(85.5 FT) EAST SOUTHEAST OF THE CENTER OF A 1 CHANNEL CONCRETE CULVERT
 AY1668'UNDER THE FRONTAGE ROAD, 1.0 METER (3.5 FT) SOUTHWEST OF A CHAIN LINK
 AY1668'FENCE, 71.6 METERS (235.0 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 AY1668'DRIVEWAY LEADING EAST NORTHEAST, AND 50.5 METERS (166.0 FT) NORTHWEST
 AY1668'OF A POWERLINE POLE.
 AY1668'THE MARK IS 6.2 METERS  WNW FROM A WITNESS POST.
 AY1668'THE MARK IS 0.3 M BELOW FRONTAGE ROAD.
 AY1668
 AY1668                          STATION RECOVERY (1990)
 AY1668
 AY1668'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0508 ***********************************************************************
 AO0508  DESIGNATION -  X 1438
 AO0508  PID         -  AO0508
 AO0508  STATE/COUNTY-  TX/DIMMIT
 AO0508  USGS QUAD   -  CATARINA (1982)
 AO0508
 AO0508                         *CURRENT SURVEY CONTROL
 AO0508  ___________________________________________________________________
 AO0508* NAD 83(1986)-  28 20 55.     (N)    099 36 49.     (W)     SCALED    
 AO0508* NAVD 88     -       159.709  (meters)     523.98   (feet)  ADJUSTED  
 AO0508  ___________________________________________________________________
 AO0508  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0508  DYNAMIC HT  -         159.467 (meters)     523.18  (feet)  COMP
 AO0508  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 AO0508
 AO0508  VERT ORDER  -  FIRST     CLASS II
 AO0508
 AO0508.The horizontal coordinates were scaled from a topographic map and have
 AO0508.an estimated accuracy of +/- 6 seconds.
 AO0508
 AO0508.The orthometric height was determined by differential leveling
 AO0508.and adjusted by the National Geodetic Survey in June 1991..
 AO0508
 AO0508.The geoid height was determined by GEOID03.
 AO0508
 AO0508.The dynamic height is computed by dividing the NAVD 88
 AO0508.geopotential number by the normal gravity value computed on the
 AO0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0508.degrees latitude (g = 980.6199 gals.).
 AO0508
 AO0508.The modeled gravity was interpolated from observed gravity values.
 AO0508
 AO0508;                    North         East    Units  Estimated Accuracy
 AO0508;SPC TXSC     - 4,057,270.      539,840.      MT  (+/- 180 meters Scaled)
 AO0508
 AO0508                          SUPERSEDED SURVEY CONTROL
 AO0508
 AO0508.No superseded survey control is available for this station.
 AO0508
 AO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS398359(NAD 83)
 AO0508_MARKER: I = METAL ROD
 AO0508_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0508_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0508_STAMPING: X 1438 1982
 AO0508_MARK LOGO: NGS   
 AO0508_PROJECTION: FLUSH
 AO0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AO0508+STABILITY: POSITION/ELEVATION WELL
 AO0508_ROD/PIPE-DEPTH: 7.4  meters
 AO0508
 AO0508  HISTORY     - Date     Condition        Report By
 AO0508  HISTORY     - 1982     MONUMENTED       NGS
 AO0508  HISTORY     - 19970802 GOOD             USPSQD
 AO0508
 AO0508                          STATION DESCRIPTION
 AO0508
 AO0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0508'IN CATARINA.
 AO0508'SET BEHIND AND BY A TELEPHONE POLE NUMBER 236-7 AT THE SOUTHWESTERN
 AO0508'BELL TELEPHONE COMPANY SUBSTATION BUILDING IN CATARINA THAT IS LOCATED
 AO0508'ABOUT 0.1 KM (0.05 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST
 AO0508'OFFICE, 58.5 METERS (192.0 FT) EAST OF THE CENTER OF THE NORTHBOUND
 AO0508'TRAFFIC LANE OF HIGHWAY 83, 29.5 METERS (97.0 FT) SOUTH OF A FIRE
 AO0508'HYDRANT, 27.7 METERS (91.0 FT) EAST OF THE NORTHEAST CORNER OF THE
 AO0508'TELEPHONE BUILDING, 25.6 METERS (84.0 FT) EAST NORTHEAST OF THE
 AO0508'SOUTHEAST CORNER OF THE BUILDING, 2.7 METERS (9.0 FT) NORTH OF A
 AO0508'TELEPHONE POLE NUMBER 236-7, 3.0 METERS (10.0 FT) NORTH OF A TELEPHONE
 AO0508'JUNCTION BOX, 1.0 METER (3.5 FT) WEST OF A FENCE, AND 20.9 METERS
 AO0508'(68.5 FT) NORTHEAST OF A POWER POLE WITH THREE TRANSFORMERS.
 AO0508'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 AO0508'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0508
 AO0508                          STATION RECOVERY (1997)
 AO0508
 AO0508'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1592 ***********************************************************************
 AY1592  DESIGNATION -  X 1439
 AY1592  PID         -  AY1592
 AY1592  STATE/COUNTY-  TX/UVALDE
 AY1592  USGS QUAD   -  UVALDE (1971)
 AY1592
 AY1592                         *CURRENT SURVEY CONTROL
 AY1592  ___________________________________________________________________
 AY1592* NAD 83(1986)-  29 13 31.     (N)    099 46 58.     (W)     SCALED    
 AY1592* NAVD 88     -       277.406  (meters)     910.12   (feet)  ADJUSTED  
 AY1592  ___________________________________________________________________
 AY1592  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY1592  DYNAMIC HT  -         277.003 (meters)     908.80  (feet)  COMP
 AY1592  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AY1592
 AY1592  VERT ORDER  -  FIRST     CLASS II
 AY1592
 AY1592.The horizontal coordinates were scaled from a topographic map and have
 AY1592.an estimated accuracy of +/- 6 seconds.
 AY1592
 AY1592.The orthometric height was determined by differential leveling
 AY1592.and adjusted by the National Geodetic Survey in June 1991..
 AY1592
 AY1592.The geoid height was determined by GEOID03.
 AY1592
 AY1592.The dynamic height is computed by dividing the NAVD 88
 AY1592.geopotential number by the normal gravity value computed on the
 AY1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1592.degrees latitude (g = 980.6199 gals.).
 AY1592
 AY1592.The modeled gravity was interpolated from observed gravity values.
 AY1592
 AY1592;                    North         East    Units  Estimated Accuracy
 AY1592;SPC TXSC     - 4,154,520.      523,900.      MT  (+/- 180 meters Scaled)
 AY1592
 AY1592                          SUPERSEDED SURVEY CONTROL
 AY1592
 AY1592.No superseded survey control is available for this station.
 AY1592
 AY1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT239331(NAD 83)
 AY1592_MARKER: I = METAL ROD
 AY1592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1592_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1592_STAMPING: X 1439 1982
 AY1592_MARK LOGO: NGS   
 AY1592_PROJECTION: RECESSED 3 CENTIMETERS
 AY1592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1592+STABILITY: POSITION/ELEVATION WELL
 AY1592_ROD/PIPE-DEPTH: 10.9 meters
 AY1592_SLEEVE-DEPTH  : 9.4 meters
 AY1592
 AY1592  HISTORY     - Date     Condition        Report By
 AY1592  HISTORY     - 1982     MONUMENTED       NGS
 AY1592  HISTORY     - 20021110 GOOD             USPSQD
 AY1592
 AY1592                          STATION DESCRIPTION
 AY1592
 AY1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1592'IN UVALDE.
 AY1592'1.4 KM (0.9 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE IN
 AY1592'UVALDE, THENCE 1.0 KM (0.6 MI) EAST NORTHEAST ALONG TEXAS FARM ROAD
 AY1592'862, SET IN THE FRONT LAWN AND BY THE FLAGPOLE AT THE UVALDE HIGH
 AY1592'SCHOOL, 57.6 METERS (189.0 FT) SOUTH SOUTHEAST OF THE CENTERLINE OF
 AY1592'FARM ROAD 862, 32.3 METERS (106.0 FT) NORTHWEST OF THE NORTHWEST
 AY1592'CORNER OF THE EAST WING OF THE HIGH SCHOOL, 31.0 METERS (102.0 FT)
 AY1592'NORTHEAST OF THE NORTHEAST CORNER OF THE WEST WING OF THE HIGH SCHOOL,
 AY1592'9.1 METERS (30.0 FT) NORTH OF NORTH CURB OF THE DRIVEWAY AT ENTRANCE
 AY1592'TO THE SCHOOL, 3.0 METERS (10.0 FT) NORTH OF THE FLAGPOLE, AND
 AY1592'23.9 METERS (78.5 FT) WEST OF THE CENTER OF THE EAST DRIVEWAY.
 AY1592'THE MARK IS 0.6 M ABOVE ROAD.
 AY1592
 AY1592                          STATION RECOVERY (2002)
 AY1592
 AY1592'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AY1592'THE HIGH SCHOOL DESCRIBED IS NOW A JUNIOR HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0116 ***********************************************************************
 EM0116  DESIGNATION -  X 144
 EM0116  PID         -  EM0116
 EM0116  STATE/COUNTY-  TX/WICHITA
 EM0116  USGS QUAD   -  BURKBURNETT (1981)
 EM0116
 EM0116                         *CURRENT SURVEY CONTROL
 EM0116  ___________________________________________________________________
 EM0116* NAD 83(1986)-  34 05 30.     (N)    098 34 03.     (W)     SCALED    
 EM0116* NAVD 88     -       320.587  (meters)    1051.79   (feet)  ADJUSTED  
 EM0116  ___________________________________________________________________
 EM0116  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EM0116  DYNAMIC HT  -         320.242 (meters)    1050.66  (feet)  COMP
 EM0116  MODELED GRAV-     979,548.4   (mgal)                       NAVD 88
 EM0116
 EM0116  VERT ORDER  -  SECOND    CLASS 0
 EM0116
 EM0116.The horizontal coordinates were scaled from a topographic map and have
 EM0116.an estimated accuracy of +/- 6 seconds.
 EM0116
 EM0116.The orthometric height was determined by differential leveling
 EM0116.and adjusted by the National Geodetic Survey in June 1991..
 EM0116
 EM0116.The geoid height was determined by GEOID03.
 EM0116
 EM0116.The dynamic height is computed by dividing the NAVD 88
 EM0116.geopotential number by the normal gravity value computed on the
 EM0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0116.degrees latitude (g = 980.6199 gals.).
 EM0116
 EM0116.The modeled gravity was interpolated from observed gravity values.
 EM0116
 EM0116;                    North         East    Units  Estimated Accuracy
 EM0116;SPC TXNC     - 2,268,930.      593,770.      MT  (+/- 180 meters Scaled)
 EM0116
 EM0116                          SUPERSEDED SURVEY CONTROL
 EM0116
 EM0116  NGVD 29 (??/??/92)  320.480  (m)         1051.44   (f) ADJ UNCH    2 0
 EM0116
 EM0116.Superseded values are not recommended for survey control.
 EM0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0116.See file dsdata.txt to determine how the superseded data were derived.
 EM0116
 EM0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC398724(NAD 83)
 EM0116_MARKER: DB = BENCH MARK DISK
 EM0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0116_SP_SET: WALL
 EM0116_STAMPING: X-144 1934
 EM0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0116
 EM0116  HISTORY     - Date     Condition        Report By
 EM0116  HISTORY     - 1934     MONUMENTED       CGS
 EM0116  HISTORY     - 1957     GOOD             NGS
 EM0116  HISTORY     - 20010525 GOOD             USPSQD
 EM0116  HISTORY     - 20020712 GOOD             INDIV
 EM0116
 EM0116                          STATION DESCRIPTION
 EM0116
 EM0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0116'IN BURKBURNETT.
 EM0116'VERTICAL BRONZE TABLET IN WEST WALL OF SOUTH WING OF BURKBURNETT HIGH
 EM0116'SCHOOL.  76 FEET SOUTHEAST OF FLAG POLE.  59.3 FEET SOUTH OF
 EM0116'CENTERLINE OF WALK TO MAIN ENTRANCE. 28.3 FEET EAST OF CENTERLINE OF
 EM0116'DRIVEWAY IN FRONT OF BLDG. 3.8 FEET ABOVE GROUND. 1.5 FEET SOUTH OF
 EM0116'NORTHWEST CORNER OF WING.
 EM0116
 EM0116                          STATION RECOVERY (1957)
 EM0116
 EM0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 EM0116'RECOVERED IN GOOD CONDITION.
 EM0116
 EM0116                          STATION RECOVERY (2001)
 EM0116
 EM0116'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 EM0116'RECOVERED IN GOOD CONDITION.
 EM0116
 EM0116                          STATION RECOVERY (2002)
 EM0116
 EM0116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TXJ)
 EM0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0900 ***********************************************************************
 CA0900  DESIGNATION -  X 1440
 CA0900  PID         -  CA0900
 CA0900  STATE/COUNTY-  TX/MCCULLOCH
 CA0900  USGS QUAD   -  BRADY SOUTH (1987)
 CA0900
 CA0900                         *CURRENT SURVEY CONTROL
 CA0900  ___________________________________________________________________
 CA0900* NAD 83(1986)-  31 06 58.     (N)    099 20 19.     (W)     SCALED    
 CA0900* NAVD 88     -       531.486  (meters)    1743.72   (feet)  ADJUSTED  
 CA0900  ___________________________________________________________________
 CA0900  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CA0900  DYNAMIC HT  -         530.773 (meters)    1741.38  (feet)  COMP
 CA0900  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 CA0900
 CA0900  VERT ORDER  -  FIRST     CLASS II
 CA0900
 CA0900.The horizontal coordinates were scaled from a topographic map and have
 CA0900.an estimated accuracy of +/- 6 seconds.
 CA0900
 CA0900.The orthometric height was determined by differential leveling
 CA0900.and adjusted by the National Geodetic Survey in June 1991..
 CA0900
 CA0900.The geoid height was determined by GEOID03.
 CA0900
 CA0900.The dynamic height is computed by dividing the NAVD 88
 CA0900.geopotential number by the normal gravity value computed on the
 CA0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0900.degrees latitude (g = 980.6199 gals.).
 CA0900
 CA0900.The modeled gravity was interpolated from observed gravity values.
 CA0900
 CA0900;                    North         East    Units  Estimated Accuracy
 CA0900;SPC TX C     - 3,161,100.      794,870.      MT  (+/- 180 meters Scaled)
 CA0900
 CA0900                          SUPERSEDED SURVEY CONTROL
 CA0900
 CA0900.No superseded survey control is available for this station.
 CA0900
 CA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV677425(NAD 83)
 CA0900_MARKER: I = METAL ROD
 CA0900_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0900+WITH SETTING: INFORMATION.
 CA0900_SP_SET: SHALLOW SET METAL ROD
 CA0900_STAMPING: X 1440 1982
 CA0900_MARK LOGO: NGS   
 CA0900_PROJECTION: FLUSH
 CA0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0900_ROD/PIPE-DEPTH: 2.4  meters
 CA0900
 CA0900  HISTORY     - Date     Condition        Report By
 CA0900  HISTORY     - 1982     MONUMENTED       NGS
 CA0900  HISTORY     - 19990106 GOOD             USPSQD
 CA0900
 CA0900                          STATION DESCRIPTION
 CA0900
 CA0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0900'IN BRADY.
 CA0900'IN BRADY, AT THE CITY WATER TOWER, AT THE CORNER OF PINE AND BURNS
 CA0900'STREETS, IN THE SOUTH PART OF TOWN, 22.5 METERS (74.0 FT) EAST OF
 CA0900'CENTER OF PINE STREET, 13.4 METERS (44.0 FT) NORTH OF THE CENTER OF
 CA0900'BURNS STREET, 18.5 METERS (61.0 FT) SOUTH SOUTHWEST OF CENTER OF WATER
 CA0900'TOWER, 3.9 METERS (13.0 FT) EAST OF THE CENTER OF CYCLONE FENCE GATE,
 CA0900'AND 0.4 METER (1.5 FT) NORTH OF SOUTH CYCLONE FENCE AROUND THE WATER
 CA0900'TOWER, NOTE, ROD DRIVEN TO REFUSAL.
 CA0900'THE MARK IS 0.3 M ABOVE BURNS STREET.
 CA0900
 CA0900                          STATION RECOVERY (1999)
 CA0900
 CA0900'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0560 ***********************************************************************
 BN0560  DESIGNATION -  X 1441
 BN0560  PID         -  BN0560
 BN0560  STATE/COUNTY-  TX/MASON
 BN0560  USGS QUAD   -  MASON (1979)
 BN0560
 BN0560                         *CURRENT SURVEY CONTROL
 BN0560  ___________________________________________________________________
 BN0560* NAD 83(1986)-  30 42 50.     (N)    099 11 33.     (W)     SCALED    
 BN0560* NAVD 88     -       438.588  (meters)    1438.93   (feet)  ADJUSTED  
 BN0560  ___________________________________________________________________
 BN0560  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BN0560  DYNAMIC HT  -         437.994 (meters)    1436.99  (feet)  COMP
 BN0560  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 BN0560
 BN0560  VERT ORDER  -  FIRST     CLASS II
 BN0560
 BN0560.The horizontal coordinates were scaled from a topographic map and have
 BN0560.an estimated accuracy of +/- 6 seconds.
 BN0560
 BN0560.The orthometric height was determined by differential leveling
 BN0560.and adjusted by the National Geodetic Survey in June 1991..
 BN0560
 BN0560.The geoid height was determined by GEOID03.
 BN0560
 BN0560.The dynamic height is computed by dividing the NAVD 88
 BN0560.geopotential number by the normal gravity value computed on the
 BN0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0560.degrees latitude (g = 980.6199 gals.).
 BN0560
 BN0560.The modeled gravity was interpolated from observed gravity values.
 BN0560
 BN0560;                    North         East    Units  Estimated Accuracy
 BN0560;SPC TX C     - 3,116,650.      809,270.      MT  (+/- 180 meters Scaled)
 BN0560
 BN0560                          SUPERSEDED SURVEY CONTROL
 BN0560
 BN0560.No superseded survey control is available for this station.
 BN0560
 BN0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU815979(NAD 83)
 BN0560_MARKER: I = METAL ROD
 BN0560_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0560+WITH SETTING: INFORMATION.
 BN0560_SP_SET: SHALLOW SET METAL ROD
 BN0560_STAMPING: X 1441 1982
 BN0560_MARK LOGO: NGS   
 BN0560_PROJECTION: FLUSH
 BN0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0560+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0560_ROD/PIPE-DEPTH: 1.3  meters
 BN0560
 BN0560  HISTORY     - Date     Condition        Report By
 BN0560  HISTORY     - 1982     MONUMENTED       NGS
 BN0560  HISTORY     - 19910618 GOOD             USPSQD
 BN0560  HISTORY     - 19960212 GOOD             USPSQD
 BN0560  HISTORY     - 20041005 GOOD             USPSQD
 BN0560  HISTORY     - 20051123 GOOD             USPSQD
 BN0560
 BN0560                          STATION DESCRIPTION
 BN0560
 BN0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0560'5.4 KM (3.35 MI) SE FROM MASON.
 BN0560'5.4 KM (3.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0560'IN MASON, SET AT A PRIVATE DRIVE LEADING EAST, 19.8 METERS (65.0 FT)
 BN0560'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.7 METERS (55.0 FT)
 BN0560'NORTHWEST OF A TELEPHONE POLE, 3.4 METERS (11.5 FT) NORTHWEST OF THE
 BN0560'CENTER OF A PRIVATE DRIVE LEADING TO THE GROTE RANCH, 0.4 METER
 BN0560'(1.5 FT) EAST NORTHEAST OF A CORNER FENCE POST, 0.3 METER (1.0 FT)
 BN0560'SOUTH SOUTHEAST OF A FENCE, 6.7 METERS (22.0 FT) WEST OF THE WEST
 BN0560'CORNER OF A CATTLE GUARD, AND 7.1 METERS (23.5 FT) NORTHEAST OF THE
 BN0560'CENTER OF THE NORTHWEST END OF A SMALL PIPE CULVERT, NOTE, ROD
 BN0560'DRIVEN TO REFUSAL.
 BN0560'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 BN0560'THE MARK IS 0.3 M BELOW HIGHWAY.
 BN0560
 BN0560                          STATION RECOVERY (1991)
 BN0560
 BN0560'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0560'RECOVERED IN GOOD CONDITION.
 BN0560
 BN0560                          STATION RECOVERY (1996)
 BN0560
 BN0560'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0560'RECOVERED IN GOOD CONDITION.
 BN0560
 BN0560                          STATION RECOVERY (2004)
 BN0560
 BN0560'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0560'RECOVERED IN GOOD CONDITION.
 BN0560
 BN0560                          STATION RECOVERY (2005)
 BN0560
 BN0560'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0560'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0720 ***********************************************************************
 CB0720  DESIGNATION -  X 1442
 CB0720  PID         -  CB0720
 CB0720  STATE/COUNTY-  TX/IRION
 CB0720  USGS QUAD   -  SUGGS (1971)
 CB0720
 CB0720                         *CURRENT SURVEY CONTROL
 CB0720  ___________________________________________________________________
 CB0720* NAD 83(1986)-  31 07 21.     (N)    101 01 53.     (W)     SCALED    
 CB0720* NAVD 88     -       741.389  (meters)    2432.37   (feet)  ADJUSTED  
 CB0720  ___________________________________________________________________
 CB0720  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CB0720  DYNAMIC HT  -         740.325 (meters)    2428.88  (feet)  COMP
 CB0720  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 CB0720
 CB0720  VERT ORDER  -  FIRST     CLASS II
 CB0720
 CB0720.The horizontal coordinates were scaled from a topographic map and have
 CB0720.an estimated accuracy of +/- 6 seconds.
 CB0720
 CB0720.The orthometric height was determined by differential leveling
 CB0720.and adjusted by the National Geodetic Survey in June 1991..
 CB0720
 CB0720.The geoid height was determined by GEOID03.
 CB0720
 CB0720.The dynamic height is computed by dividing the NAVD 88
 CB0720.geopotential number by the normal gravity value computed on the
 CB0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0720.degrees latitude (g = 980.6199 gals.).
 CB0720
 CB0720.The modeled gravity was interpolated from observed gravity values.
 CB0720
 CB0720;                    North         East    Units  Estimated Accuracy
 CB0720;SPC TX C     - 3,161,600.      633,430.      MT  (+/- 180 meters Scaled)
 CB0720
 CB0720                          SUPERSEDED SURVEY CONTROL
 CB0720
 CB0720.No superseded survey control is available for this station.
 CB0720
 CB0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV063449(NAD 83)
 CB0720_MARKER: I = METAL ROD
 CB0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0720_SP_SET: STAINLESS STEEL ROD
 CB0720_STAMPING: X 1442 1981
 CB0720_MARK LOGO: NGS   
 CB0720_PROJECTION: FLUSH
 CB0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0720_ROD/PIPE-DEPTH: 4.0  meters
 CB0720
 CB0720  HISTORY     - Date     Condition        Report By
 CB0720  HISTORY     - 1981     MONUMENTED       NGS
 CB0720
 CB0720                          STATION DESCRIPTION
 CB0720
 CB0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0720'27.9 KM (17.35 MI) SW FROM MERTZON.
 CB0720'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0720'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0720'67, THENCE 16.8 KM (10.45 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0720'AND SANTA FE RAILROAD, 1.1 KM (0.7 MI) WEST OF A LARGE RAILROAD
 CB0720'TRESSEL, 12.9 METERS (42.3 FT) NORTH OF THE NEAR RAIL, 11.3 METERS
 CB0720'(37.1 FT) SOUTH OF THE CENTER OF A DIRT ROAD AND 1.4 METERS (4.6 FT)
 CB0720'WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CB0720'5-INCH LOGO CAP.
 CB0720'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0466 ***********************************************************************
 AZ0466  DESIGNATION -  X 1443
 AZ0466  PID         -  AZ0466
 AZ0466  STATE/COUNTY-  TX/VAL VERDE
 AZ0466  USGS QUAD   -  MIERS RANCH (1972)
 AZ0466
 AZ0466                         *CURRENT SURVEY CONTROL
 AZ0466  ___________________________________________________________________
 AZ0466* NAD 83(1986)-  29 43 12.     (N)    100 49 37.     (W)     SCALED    
 AZ0466* NAVD 88     -       534.530  (meters)    1753.70   (feet)  ADJUSTED  
 AZ0466  ___________________________________________________________________
 AZ0466  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AZ0466  DYNAMIC HT  -         533.740 (meters)    1751.11  (feet)  COMP
 AZ0466  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 AZ0466
 AZ0466  VERT ORDER  -  FIRST     CLASS II
 AZ0466
 AZ0466.The horizontal coordinates were scaled from a topographic map and have
 AZ0466.an estimated accuracy of +/- 6 seconds.
 AZ0466
 AZ0466.The orthometric height was determined by differential leveling
 AZ0466.and adjusted by the National Geodetic Survey in June 1991..
 AZ0466
 AZ0466.The geoid height was determined by GEOID03.
 AZ0466
 AZ0466.The dynamic height is computed by dividing the NAVD 88
 AZ0466.geopotential number by the normal gravity value computed on the
 AZ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0466.degrees latitude (g = 980.6199 gals.).
 AZ0466
 AZ0466.The modeled gravity was interpolated from observed gravity values.
 AZ0466
 AZ0466;                    North         East    Units  Estimated Accuracy
 AZ0466;SPC TXSC     - 4,210,470.      423,260.      MT  (+/- 180 meters Scaled)
 AZ0466
 AZ0466                          SUPERSEDED SURVEY CONTROL
 AZ0466
 AZ0466.No superseded survey control is available for this station.
 AZ0466
 AZ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT232891(NAD 83)
 AZ0466_MARKER: DB = BENCH MARK DISK
 AZ0466_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0466_SP_SET: ROCK OUTCROP
 AZ0466_STAMPING: X 1443 1981
 AZ0466_MARK LOGO: NGS   
 AZ0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0466+STABILITY: POSITION/ELEVATION WELL
 AZ0466
 AZ0466  HISTORY     - Date     Condition        Report By
 AZ0466  HISTORY     - 1981     MONUMENTED       NGS
 AZ0466  HISTORY     - 19990525 GOOD             USPSQD
 AZ0466
 AZ0466                          STATION DESCRIPTION
 AZ0466
 AZ0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0466'34.8 KM (21.65 MI) NORT FROM DEL RIO.
 AZ0466'34.8 KM (21.65 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0466'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN A 3 BY
 AZ0466'4 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 1.0 KM (0.6 MI) SOUTHWEST OF
 AZ0466'THE JUNCTION OF U.S. HIGHWAYS 277 AND 377, 13.8 METERS (45.3 FT)
 AZ0466'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 9.0 METERS (29.5
 AZ0466'FT) EAST-SOUTHEAST OF A FENCE.
 AZ0466'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 AZ0466'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0466
 AZ0466                          STATION RECOVERY (1999)
 AZ0466
 AZ0466'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0406 ***********************************************************************
 BO0406  DESIGNATION -  X 1444
 BO0406  PID         -  BO0406
 BO0406  STATE/COUNTY-  TX/EDWARDS
 BO0406  USGS QUAD   -  RAY LAKE SE (1987)
 BO0406
 BO0406                         *CURRENT SURVEY CONTROL
 BO0406  ___________________________________________________________________
 BO0406* NAD 83(1986)-  30 00 16.     (N)    100 21 58.     (W)     SCALED    
 BO0406* NAVD 88     -       653.013  (meters)    2142.43   (feet)  ADJUSTED  
 BO0406  ___________________________________________________________________
 BO0406  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BO0406  DYNAMIC HT  -         652.041 (meters)    2139.24  (feet)  COMP
 BO0406  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 BO0406
 BO0406  VERT ORDER  -  FIRST     CLASS II
 BO0406
 BO0406.The horizontal coordinates were scaled from a topographic map and have
 BO0406.an estimated accuracy of +/- 6 seconds.
 BO0406
 BO0406.The orthometric height was determined by differential leveling
 BO0406.and adjusted by the National Geodetic Survey in June 1991..
 BO0406
 BO0406.The geoid height was determined by GEOID03.
 BO0406
 BO0406.The dynamic height is computed by dividing the NAVD 88
 BO0406.geopotential number by the normal gravity value computed on the
 BO0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0406.degrees latitude (g = 980.6199 gals.).
 BO0406
 BO0406.The modeled gravity was interpolated from observed gravity values.
 BO0406
 BO0406;                    North         East    Units  Estimated Accuracy
 BO0406;SPC TXSC     - 4,241,390.      468,210.      MT  (+/- 180 meters Scaled)
 BO0406
 BO0406                          SUPERSEDED SURVEY CONTROL
 BO0406
 BO0406.No superseded survey control is available for this station.
 BO0406
 BO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU682200(NAD 83)
 BO0406_MARKER: DB = BENCH MARK DISK
 BO0406_SETTING: 66 = SET IN ROCK OUTCROP
 BO0406_SP_SET: ROCK OUTCROP
 BO0406_STAMPING: X 1444 1981
 BO0406_MARK LOGO: NGS   
 BO0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0406+STABILITY: POSITION/ELEVATION WELL
 BO0406
 BO0406  HISTORY     - Date     Condition        Report By
 BO0406  HISTORY     - 1981     MONUMENTED       NGS
 BO0406
 BO0406                          STATION DESCRIPTION
 BO0406
 BO0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0406'16.0 KM (9.95 MI) SW FROM ROCKSPRINGS.
 BO0406'16.0 KM (9.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0406'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 5 BY 8 FT EXPOSED
 BO0406'AREA OF OUTCROPPING BEDROCK, 0.6 KM (0.35 MI) EAST OF A SIDE ROAD
 BO0406'LEADING NORTH, 11.6 METERS (38.1 FT) NORTH-NORTHEAST OF THE CENTERLINE
 BO0406'OF THE HIGHWAY AND 6.9 METERS (22.6 FT) SOUTH-SOUTHWEST OF A FENCE.
 BO0406'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BO0406'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0879 ***********************************************************************
 CA0879  DESIGNATION -  X 1445
 CA0879  PID         -  CA0879
 CA0879  STATE/COUNTY-  TX/COLEMAN
 CA0879  USGS QUAD   -  COLEMAN (1987)
 CA0879
 CA0879                         *CURRENT SURVEY CONTROL
 CA0879  ___________________________________________________________________
 CA0879* NAD 83(1986)-  31 51 17.     (N)    099 25 34.     (W)     SCALED    
 CA0879* NAVD 88     -       522.201  (meters)    1713.25   (feet)  ADJUSTED  
 CA0879  ___________________________________________________________________
 CA0879  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CA0879  DYNAMIC HT  -         521.512 (meters)    1710.99  (feet)  COMP
 CA0879  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 CA0879
 CA0879  VERT ORDER  -  FIRST     CLASS II
 CA0879
 CA0879.The horizontal coordinates were scaled from a topographic map and have
 CA0879.an estimated accuracy of +/- 6 seconds.
 CA0879
 CA0879.The orthometric height was determined by differential leveling
 CA0879.and adjusted by the National Geodetic Survey in June 1991..
 CA0879
 CA0879.The geoid height was determined by GEOID03.
 CA0879
 CA0879.The dynamic height is computed by dividing the NAVD 88
 CA0879.geopotential number by the normal gravity value computed on the
 CA0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0879.degrees latitude (g = 980.6199 gals.).
 CA0879
 CA0879.The modeled gravity was interpolated from observed gravity values.
 CA0879
 CA0879;                    North         East    Units  Estimated Accuracy
 CA0879;SPC TX C     - 3,242,920.      785,860.      MT  (+/- 180 meters Scaled)
 CA0879
 CA0879                          SUPERSEDED SURVEY CONTROL
 CA0879
 CA0879.No superseded survey control is available for this station.
 CA0879
 CA0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA596244(NAD 83)
 CA0879_MARKER: I = METAL ROD
 CA0879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0879_SP_SET: STAINLESS STEEL ROD
 CA0879_STAMPING: X 1445 1982
 CA0879_MARK LOGO: NGS   
 CA0879_PROJECTION: FLUSH
 CA0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0879+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0879_ROD/PIPE-DEPTH: 4.3  meters
 CA0879
 CA0879  HISTORY     - Date     Condition        Report By
 CA0879  HISTORY     - 1982     MONUMENTED       NGS
 CA0879  HISTORY     - 20040920 GOOD             TXDOT
 CA0879  HISTORY     - 20060320 GOOD             USPSQD
 CA0879
 CA0879                          STATION DESCRIPTION
 CA0879
 CA0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0879'IN COLEMAN.
 CA0879'IN COLEMAN, AT THE INTERSECTION OF U.S. HIGHWAYS 84 AND 283 AT THE
 CA0879'NORTH EDGE OF COLEMAN, 18.0 METERS (59.1 FT) WEST OF THE CENTERLINE OF
 CA0879'U.S. HIGHWAY 84, 15.3 METERS (50.2 FT) NORTH OF THE CENTER OF A
 CA0879'DRIVEWAY LEADING WEST INTO RADIO STATION KSTA, 13.3 METERS (43.6 FT)
 CA0879'NORTH-NORTHWEST OF THE SOUTH END OF A TWO FT CONCRETE DRAINAGE PIPE
 CA0879'AND 1.1 METERS (3.6 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CA0879'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0879'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 CA0879'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0879
 CA0879                          STATION RECOVERY (2004)
 CA0879
 CA0879'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (SB)
 CA0879'RECOVERED AS DESCRIBED, LEANING A LITTLE, CHECKED WITHIN .4' OF A FOOT
 CA0879'FROM AB6642
 CA0879
 CA0879                          STATION RECOVERY (2006)
 CA0879
 CA0879'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0879'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0879' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0737 ***********************************************************************
 CB0737  DESIGNATION -  X 1446
 CB0737  PID         -  CB0737
 CB0737  STATE/COUNTY-  TX/IRION
 CB0737  USGS QUAD   -  TANKERSLEY (1984)
 CB0737
 CB0737                         *CURRENT SURVEY CONTROL
 CB0737  ___________________________________________________________________
 CB0737* NAD 83(1986)-  31 20 01.     (N)    100 44 40.     (W)     SCALED    
 CB0737* NAVD 88     -       636.034  (meters)    2086.72   (feet)  ADJUSTED  
 CB0737  ___________________________________________________________________
 CB0737  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CB0737  DYNAMIC HT  -         635.152 (meters)    2083.83  (feet)  COMP
 CB0737  MODELED GRAV-     979,233.5   (mgal)                       NAVD 88
 CB0737
 CB0737  VERT ORDER  -  FIRST     CLASS II
 CB0737
 CB0737.The horizontal coordinates were scaled from a topographic map and have
 CB0737.an estimated accuracy of +/- 6 seconds.
 CB0737
 CB0737.The orthometric height was determined by differential leveling
 CB0737.and adjusted by the National Geodetic Survey in June 1991..
 CB0737
 CB0737.The geoid height was determined by GEOID03.
 CB0737
 CB0737.The dynamic height is computed by dividing the NAVD 88
 CB0737.geopotential number by the normal gravity value computed on the
 CB0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0737.degrees latitude (g = 980.6199 gals.).
 CB0737
 CB0737.The modeled gravity was interpolated from observed gravity values.
 CB0737
 CB0737;                    North         East    Units  Estimated Accuracy
 CB0737;SPC TX C     - 3,184,860.      660,880.      MT  (+/- 180 meters Scaled)
 CB0737
 CB0737                          SUPERSEDED SURVEY CONTROL
 CB0737
 CB0737.No superseded survey control is available for this station.
 CB0737
 CB0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV340678(NAD 83)
 CB0737_MARKER: I = METAL ROD
 CB0737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0737_SP_SET: STAINLESS STEEL ROD
 CB0737_STAMPING: X 1446 1981
 CB0737_MARK LOGO: NGS   
 CB0737_PROJECTION: FLUSH
 CB0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0737_ROD/PIPE-DEPTH: 4.0  meters
 CB0737
 CB0737  HISTORY     - Date     Condition        Report By
 CB0737  HISTORY     - 1981     MONUMENTED       NGS
 CB0737
 CB0737                          STATION DESCRIPTION
 CB0737
 CB0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0737'11.75 KM (7.3 MI) NE FROM MERTZON.
 CB0737'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0737'MERTZON, THENCE 11.65 KM (7.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY
 CB0737'67, 0.2 KM (0.1 MI) SOUTHWEST OF A GRAVELED ROAD LEADING SOUTH, 17.4
 CB0737'METERS (57.1 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CB0737'12.0 METERS (39.4 FT) NORTH-NORTHWEST OF THE NEAR RAIL OF THE
 CB0737'ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 0.8 METER (2.6 FT)
 CB0737'SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO DATUM POINT IS
 CB0737'THROUGH A 5-INCH LOGO CAP.
 CB0737'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CB0737'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0492 ***********************************************************************
 BN0492  DESIGNATION -  X 1447
 BN0492  PID         -  BN0492
 BN0492  STATE/COUNTY-  TX/MCCULLOCH
 BN0492  USGS QUAD   -  ROBBERS ROOST (1970)
 BN0492
 BN0492                         *CURRENT SURVEY CONTROL
 BN0492  ___________________________________________________________________
 BN0492* NAD 83(1986)-  30 59 35.     (N)    099 34 21.     (W)     SCALED    
 BN0492* NAVD 88     -       594.458  (meters)    1950.32   (feet)  ADJUSTED  
 BN0492  ___________________________________________________________________
 BN0492  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BN0492  DYNAMIC HT  -         593.641 (meters)    1947.64  (feet)  COMP
 BN0492  MODELED GRAV-     979,247.0   (mgal)                       NAVD 88
 BN0492
 BN0492  VERT ORDER  -  FIRST     CLASS II
 BN0492
 BN0492.The horizontal coordinates were scaled from a topographic map and have
 BN0492.an estimated accuracy of +/- 6 seconds.
 BN0492
 BN0492.The orthometric height was determined by differential leveling
 BN0492.and adjusted by the National Geodetic Survey in June 1991..
 BN0492
 BN0492.The geoid height was determined by GEOID03.
 BN0492
 BN0492.The dynamic height is computed by dividing the NAVD 88
 BN0492.geopotential number by the normal gravity value computed on the
 BN0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0492.degrees latitude (g = 980.6199 gals.).
 BN0492
 BN0492.The modeled gravity was interpolated from observed gravity values.
 BN0492
 BN0492;                    North         East    Units  Estimated Accuracy
 BN0492;SPC TX C     - 3,147,290.      772,660.      MT  (+/- 180 meters Scaled)
 BN0492
 BN0492                          SUPERSEDED SURVEY CONTROL
 BN0492
 BN0492.No superseded survey control is available for this station.
 BN0492
 BN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV453289(NAD 83)
 BN0492_MARKER: DB = BENCH MARK DISK
 BN0492_SETTING: 66 = SET IN ROCK OUTCROP
 BN0492_SP_SET: ROCK OUTCROP
 BN0492_STAMPING: X 1447 1981
 BN0492_MARK LOGO: NGS   
 BN0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0492+STABILITY: POSITION/ELEVATION WELL
 BN0492
 BN0492  HISTORY     - Date     Condition        Report By
 BN0492  HISTORY     - 1981     MONUMENTED       NGS
 BN0492  HISTORY     - 19970709 GOOD             USPSQD
 BN0492
 BN0492                          STATION DESCRIPTION
 BN0492
 BN0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0492'21.0 KM (13.05 MI) NE FROM MENARD.
 BN0492'21.0 KM (13.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0492'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, 0.2 KM (0.1
 BN0492'MI) NORTHEAST OF A BOX CULVERT, 18.4 METERS (60.4 FT) NORTH-NORTHWEST
 BN0492'OF THE CENTERLINE OF THE HIGHWAY AND 0.3 METER (1.0 FT)
 BN0492'SOUTH-SOUTHEAST OF A FENCE.  NOTE=THE DISK IS  SET IN BEDROCK
 BN0492'16-INCHES BELOW THE GROUND SURFACE, ACCESS TO WHICH IS THROUGH A
 BN0492'5-INCH LOGO CAP.
 BN0492'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 BN0492'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0492
 BN0492                          STATION RECOVERY (1997)
 BN0492
 BN0492'RECOVERY NOTE BY US POWER SQUADRON 1997
 BN0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0470 ***********************************************************************
 BN0470  DESIGNATION -  X 1448
 BN0470  PID         -  BN0470
 BN0470  STATE/COUNTY-  TX/MENARD
 BN0470  USGS QUAD   -  SPOON DRAW (1970)
 BN0470
 BN0470                         *CURRENT SURVEY CONTROL
 BN0470  ___________________________________________________________________
 BN0470* NAD 83(1986)-  30 51 16.     (N)    099 45 52.     (W)     SCALED    
 BN0470* NAVD 88     -       665.996  (meters)    2185.02   (feet)  ADJUSTED  
 BN0470  ___________________________________________________________________
 BN0470  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BN0470  DYNAMIC HT  -         665.064 (meters)    2181.96  (feet)  COMP
 BN0470  MODELED GRAV-     979,219.1   (mgal)                       NAVD 88
 BN0470
 BN0470  VERT ORDER  -  FIRST     CLASS II
 BN0470
 BN0470.The horizontal coordinates were scaled from a topographic map and have
 BN0470.an estimated accuracy of +/- 6 seconds.
 BN0470
 BN0470.The orthometric height was determined by differential leveling
 BN0470.and adjusted by the National Geodetic Survey in June 1991..
 BN0470
 BN0470.The geoid height was determined by GEOID03.
 BN0470
 BN0470.The dynamic height is computed by dividing the NAVD 88
 BN0470.geopotential number by the normal gravity value computed on the
 BN0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0470.degrees latitude (g = 980.6199 gals.).
 BN0470
 BN0470.The modeled gravity was interpolated from observed gravity values.
 BN0470
 BN0470;                    North         East    Units  Estimated Accuracy
 BN0470;SPC TX C     - 3,131,810.      754,410.      MT  (+/- 180 meters Scaled)
 BN0470
 BN0470                          SUPERSEDED SURVEY CONTROL
 BN0470
 BN0470.No superseded survey control is available for this station.
 BN0470
 BN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV269137(NAD 83)
 BN0470_MARKER: DB = BENCH MARK DISK
 BN0470_SETTING: 66 = SET IN ROCK OUTCROP
 BN0470_SP_SET: ROCK OUTCROP
 BN0470_STAMPING: X 1448 1981
 BN0470_MARK LOGO: NGS   
 BN0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0470+STABILITY: POSITION/ELEVATION WELL
 BN0470
 BN0470  HISTORY     - Date     Condition        Report By
 BN0470  HISTORY     - 1981     MONUMENTED       NGS
 BN0470  HISTORY     - 1991     GOOD             USPSQD
 BN0470  HISTORY     - 19960806 GOOD             USPSQD
 BN0470
 BN0470                          STATION DESCRIPTION
 BN0470
 BN0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0470'10.4 KM (6.45 MI) SOUTH FROM MENARD.
 BN0470'10.4 KM (6.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0470'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, AT A HIGHWAY CUT
 BN0470'BANK, IN A 10 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 27.0
 BN0470'METERS (88.6 FT) EAST OF A UTILITY POLE, 11.5 METERS (37.7 FT) EAST OF
 BN0470'THE CENTERLINE OF THE HIGHWAY AND 4.3 METERS (14.1 FT) WEST OF A
 BN0470'FENCE.
 BN0470'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BN0470'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BN0470
 BN0470                          STATION RECOVERY (1991)
 BN0470
 BN0470'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0470'RECOVERED IN GOOD CONDITION.
 BN0470
 BN0470                          STATION RECOVERY (1996)
 BN0470
 BN0470'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0443 ***********************************************************************
 BN0443  DESIGNATION -  X 1449
 BN0443  PID         -  BN0443
 BN0443  STATE/COUNTY-  TX/KIMBLE
 BN0443  USGS QUAD   -  ELM SLOUGH (1987)
 BN0443
 BN0443                         *CURRENT SURVEY CONTROL
 BN0443  ___________________________________________________________________
 BN0443* NAD 83(1986)-  30 31 43.     (N)    099 45 56.     (W)     SCALED    
 BN0443* NAVD 88     -       552.175  (meters)    1811.59   (feet)  ADJUSTED  
 BN0443  ___________________________________________________________________
 BN0443  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 BN0443  DYNAMIC HT  -         551.395 (meters)    1809.04  (feet)  COMP
 BN0443  MODELED GRAV-     979,211.8   (mgal)                       NAVD 88
 BN0443
 BN0443  VERT ORDER  -  FIRST     CLASS II
 BN0443
 BN0443.The horizontal coordinates were scaled from a topographic map and have
 BN0443.an estimated accuracy of +/- 6 seconds.
 BN0443
 BN0443.The orthometric height was determined by differential leveling
 BN0443.and adjusted by the National Geodetic Survey in June 1991..
 BN0443
 BN0443.The geoid height was determined by GEOID03.
 BN0443
 BN0443.The dynamic height is computed by dividing the NAVD 88
 BN0443.geopotential number by the normal gravity value computed on the
 BN0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0443.degrees latitude (g = 980.6199 gals.).
 BN0443
 BN0443.The modeled gravity was interpolated from observed gravity values.
 BN0443
 BN0443;                    North         East    Units  Estimated Accuracy
 BN0443;SPC TX C     - 3,095,690.      754,490.      MT  (+/- 180 meters Scaled)
 BN0443
 BN0443                          SUPERSEDED SURVEY CONTROL
 BN0443
 BN0443.No superseded survey control is available for this station.
 BN0443
 BN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU265776(NAD 83)
 BN0443_MARKER: I = METAL ROD
 BN0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0443_SP_SET: STAINLESS STEEL ROD
 BN0443_STAMPING: X 1449 1982
 BN0443_MARK LOGO: NGS   
 BN0443_PROJECTION: FLUSH
 BN0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0443_ROD/PIPE-DEPTH: 6.7  meters
 BN0443
 BN0443  HISTORY     - Date     Condition        Report By
 BN0443  HISTORY     - 1982     MONUMENTED       NGS
 BN0443  HISTORY     - 1991     GOOD             USPSQD
 BN0443  HISTORY     - 19950731 GOOD             USPSQD
 BN0443
 BN0443                          STATION DESCRIPTION
 BN0443
 BN0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0443'5.1 KM (3.15 MI) NORTH FROM JUNCTION.
 BN0443'5.1 KM (3.15 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0443'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 57.3 METERS
 BN0443'(188.0 FT) NORTH OF THE NORTHEAST CORNER OF A BOX CULVERT, 17.9 METERS
 BN0443'(58.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 0.7 METER (2.3 FT)
 BN0443'NORTH-NORTHWEST OF A T-FENCE NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 BN0443'A 5-INCH LOGO CAP.
 BN0443'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 BN0443'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 BN0443
 BN0443                          STATION RECOVERY (1991)
 BN0443
 BN0443'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0443'RECOVERED IN GOOD CONDITION.
 BN0443
 BN0443                          STATION RECOVERY (1995)
 BN0443
 BN0443'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0661 ***********************************************************************
 CU0661  DESIGNATION -  X 145 RESET 1942
 CU0661  PID         -  CU0661
 CU0661  STATE/COUNTY-  TX/DAWSON
 CU0661  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0661
 CU0661                         *CURRENT SURVEY CONTROL
 CU0661  ___________________________________________________________________
 CU0661* NAD 83(1986)-  32 44 04.     (N)    101 57 37.     (W)     SCALED    
 CU0661* NAVD 88     -       911.06   (+/-2cm)    2989.0    (feet)  VERTCON   
 CU0661  ___________________________________________________________________
 CU0661  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CU0661
 CU0661  VERT ORDER  -  THIRD (See Below)
 CU0661
 CU0661.The horizontal coordinates were scaled from a topographic map and have
 CU0661.an estimated accuracy of +/- 6 seconds.
 CU0661
 CU0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0661.The vertical order pertains to the NGVD 29 superseded value.
 CU0661
 CU0661.The geoid height was determined by GEOID03.
 CU0661
 CU0661;                    North         East    Units  Estimated Accuracy
 CU0661;SPC TXNC     - 2,123,750.      275,760.      MT  (+/- 180 meters Scaled)
 CU0661
 CU0661                          SUPERSEDED SURVEY CONTROL
 CU0661
 CU0661  NGVD 29 (??/??/??)  910.73   (m)         2988.0    (f) RESET       3  
 CU0661
 CU0661.Superseded values are not recommended for survey control.
 CU0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0661.See file dsdata.txt to determine how the superseded data were derived.
 CU0661
 CU0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB225257(NAD 83)
 CU0661_MARKER: DB = BENCH MARK DISK
 CU0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0661_STAMPING: X 145 RESET 1942
 CU0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0661+STABILITY: SURFACE MOTION
 CU0661
 CU0661  HISTORY     - Date     Condition        Report By
 CU0661  HISTORY     - 1942     MONUMENTED       TXHD
 CU0661  HISTORY     - 1968     GOOD             USGS
 CU0661
 CU0661                          STATION DESCRIPTION
 CU0661
 CU0661'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1942
 CU0661'0.7 MI W FROM LAMESA.
 CU0661'0.7 MILE WEST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT LAMESA,
 CU0661'DAWSON COUNTY, AT THE INTERSECTION OF MILLER STREET, 30 FEET SOUTH OF
 CU0661'THE CENTERLINE OF THE HIGHWAY AND AT THE WEST LINE OF MILLER STREET. A
 CU0661'STANDARD DISK, STAMPED X 145 RESET 1942 AND SET IN THE TOP OF A
 CU0661'CONCRETE POST.  NOTE-- BM IS 26 FT. W. AND 32 FT. S. OF THE
 CU0661'INTERSECTION OF AVE. I AND N. 4TH ST.
 CU0661
 CU0661                          STATION RECOVERY (1968)
 CU0661
 CU0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0823 ***********************************************************************
 CT0823  DESIGNATION -  X 1450
 CT0823  PID         -  CT0823
 CT0823  STATE/COUNTY-  TX/TAYLOR
 CT0823  USGS QUAD   -  TUSCOLA (1967)
 CT0823
 CT0823                         *CURRENT SURVEY CONTROL
 CT0823  ___________________________________________________________________
 CT0823* NAD 83(1986)-  32 10 54.     (N)    099 45 04.     (W)     SCALED    
 CT0823* NAVD 88     -       589.211  (meters)    1933.10   (feet)  ADJUSTED  
 CT0823  ___________________________________________________________________
 CT0823  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CT0823  DYNAMIC HT  -         588.440 (meters)    1930.57  (feet)  COMP
 CT0823  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 CT0823
 CT0823  VERT ORDER  -  FIRST     CLASS II
 CT0823
 CT0823.The horizontal coordinates were scaled from a topographic map and have
 CT0823.an estimated accuracy of +/- 6 seconds.
 CT0823
 CT0823.The orthometric height was determined by differential leveling
 CT0823.and adjusted by the National Geodetic Survey in June 1991..
 CT0823
 CT0823.The geoid height was determined by GEOID03.
 CT0823
 CT0823.The dynamic height is computed by dividing the NAVD 88
 CT0823.geopotential number by the normal gravity value computed on the
 CT0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0823.degrees latitude (g = 980.6199 gals.).
 CT0823
 CT0823.The modeled gravity was interpolated from observed gravity values.
 CT0823
 CT0823;                    North         East    Units  Estimated Accuracy
 CT0823;SPC TXNC     - 2,057,810.      482,020.      MT  (+/- 180 meters Scaled)
 CT0823
 CT0823                          SUPERSEDED SURVEY CONTROL
 CT0823
 CT0823.No superseded survey control is available for this station.
 CT0823
 CT0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA291608(NAD 83)
 CT0823_MARKER: I = METAL ROD
 CT0823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0823_SP_SET: STAINLESS STEEL ROD
 CT0823_STAMPING: X 1450 1982
 CT0823_MARK LOGO: NGS   
 CT0823_PROJECTION: FLUSH
 CT0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0823_ROD/PIPE-DEPTH: 7.3  meters
 CT0823
 CT0823  HISTORY     - Date     Condition        Report By
 CT0823  HISTORY     - 1982     MONUMENTED       NGS
 CT0823  HISTORY     - 19940619 GOOD             USPSQD
 CT0823
 CT0823                          STATION DESCRIPTION
 CT0823
 CT0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0823'5.3 KM (3.3 MI) NW FROM LAWN.
 CT0823'5.3 KM (3.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0823'WITH FARM ROAD 604 IN LAWN, 0.8 KM (0.5 MI) SOUTHEAST OF A CROSSROADS,
 CT0823'22.2 METERS (72.8 FT) NORTH-NORTHWEST OF THE NORTH-NORTHWEST END OF A
 CT0823'SMALL BOX CULVERT AND 17.5 METERS (57.4 FT) WEST OF THE CENTERLINE OF
 CT0823'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CT0823'CAP.
 CT0823'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CT0823'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0823
 CT0823                          STATION RECOVERY (1994)
 CT0823
 CT0823'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0680 ***********************************************************************
 CC0680  DESIGNATION -  X 1451
 CC0680  PID         -  CC0680
 CC0680  STATE/COUNTY-  TX/ECTOR
 CC0680  USGS QUAD   -  ODESSA SE (1981)
 CC0680
 CC0680                         *CURRENT SURVEY CONTROL
 CC0680  ___________________________________________________________________
 CC0680* NAD 83(1986)-  31 51 21.     (N)    102 20 41.     (W)     SCALED    
 CC0680* NAVD 88     -       890.892  (meters)    2922.87   (feet)  ADJUSTED  
 CC0680  ___________________________________________________________________
 CC0680  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CC0680  DYNAMIC HT  -         889.630 (meters)    2918.73  (feet)  COMP
 CC0680  MODELED GRAV-     979,192.9   (mgal)                       NAVD 88
 CC0680
 CC0680  VERT ORDER  -  FIRST     CLASS II
 CC0680
 CC0680.The horizontal coordinates were scaled from a topographic map and have
 CC0680.an estimated accuracy of +/- 6 seconds.
 CC0680
 CC0680.The orthometric height was determined by differential leveling
 CC0680.and adjusted by the National Geodetic Survey in July 2002..
 CC0680
 CC0680.The geoid height was determined by GEOID03.
 CC0680
 CC0680.The dynamic height is computed by dividing the NAVD 88
 CC0680.geopotential number by the normal gravity value computed on the
 CC0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0680.degrees latitude (g = 980.6199 gals.).
 CC0680
 CC0680.The modeled gravity was interpolated from observed gravity values.
 CC0680
 CC0680;                    North         East    Units  Estimated Accuracy
 CC0680;SPC TX C     - 3,244,410.      509,650.      MT  (+/- 180 meters Scaled)
 CC0680
 CC0680                          SUPERSEDED SURVEY CONTROL
 CC0680
 CC0680  NAVD 88 (06/15/91)  890.888  (m)         2922.86   (f) UNKNOWN     1 2
 CC0680
 CC0680.Superseded values are not recommended for survey control.
 CC0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0680.See file dsdata.txt to determine how the superseded data were derived.
 CC0680
 CC0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR512275(NAD 83)
 CC0680_MARKER: DV = VERTICAL CONTROL DISK
 CC0680_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0680_SP_SET: OVERPASS ABUTMENT
 CC0680_STAMPING: X 1451 1982
 CC0680_MARK LOGO: NGS   
 CC0680_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CC0680+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1996
 CC0680
 CC0680  HISTORY     - Date     Condition        Report By
 CC0680  HISTORY     - 1982     MONUMENTED       NGS
 CC0680  HISTORY     - 19961111 GOOD             NGS
 CC0680
 CC0680                          STATION DESCRIPTION
 CC0680
 CC0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0680'2.5 KM (1.55 MI) NE FROM ODESSA.
 CC0680'2.5 KM (1.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0680'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, IN TOP OF AND 0.2
 CC0680'METER (0.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST
 CC0680'CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF GRANDVIEW AVENUE, 22.4
 CC0680'METERS (73.5 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES
 CC0680'OF U.S. HIGHWAY 80 AND 1.5 METERS (4.9 FT) NORTHWEST OF THE NEAR RAIL.
 CC0680'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CC0680
 CC0680                          STATION RECOVERY (1996)
 CC0680
 CC0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CC0680'IN ODESSA, AT THE INTERSECTION OF THE TEXAS PACIFIC RAILROAD AND
 CC0680'GRANDVIEW AVENUE, IN TOP OF AND 0.9 M (3.0 FT) SOUTHEAST OF THE
 CC0680'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE RAILROAD
 CC0680'OVERPASS OF THE AVENUE, 20.3 M (66.6 FT) SOUTHEAST OF THE CENTERLINE
 CC0680'OF THE EASTBOUND LANES OF U.S.  HIGHWAY 80, 8.4 M (27.6 FT) SOUTHWEST
 CC0680'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, 1.8 M (5.9
 CC0680'FT) NORTHWEST OF THE NEAR RAIL, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF
 CC0680'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0811 ***********************************************************************
 CU0811  DESIGNATION -  X 1452
 CU0811  PID         -  CU0811
 CU0811  STATE/COUNTY-  TX/HOWARD
 CU0811  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0811
 CU0811                         *CURRENT SURVEY CONTROL
 CU0811  ___________________________________________________________________
 CU0811* NAD 83(1986)-  32 10 07.     (N)    101 40 50.     (W)     SCALED    
 CU0811* NAVD 88     -       754.434  (meters)    2475.17   (feet)  ADJUSTED  
 CU0811  ___________________________________________________________________
 CU0811  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 CU0811  DYNAMIC HT  -         753.396 (meters)    2471.77  (feet)  COMP
 CU0811  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 CU0811
 CU0811  VERT ORDER  -  FIRST     CLASS II
 CU0811
 CU0811.The horizontal coordinates were scaled from a topographic map and have
 CU0811.an estimated accuracy of +/- 6 seconds.
 CU0811
 CU0811.The orthometric height was determined by differential leveling
 CU0811.and adjusted by the National Geodetic Survey in June 1991..
 CU0811
 CU0811.The geoid height was determined by GEOID03.
 CU0811
 CU0811.The dynamic height is computed by dividing the NAVD 88
 CU0811.geopotential number by the normal gravity value computed on the
 CU0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0811.degrees latitude (g = 980.6199 gals.).
 CU0811
 CU0811.The modeled gravity was interpolated from observed gravity values.
 CU0811
 CU0811;                    North         East    Units  Estimated Accuracy
 CU0811;SPC TXNC     - 2,060,200.      300,060.      MT  (+/- 180 meters Scaled)
 CU0811
 CU0811                          SUPERSEDED SURVEY CONTROL
 CU0811
 CU0811.No superseded survey control is available for this station.
 CU0811
 CU0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA472622(NAD 83)
 CU0811_MARKER: I = METAL ROD
 CU0811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0811_SP_SET: STAINLESS STEEL ROD
 CU0811_STAMPING: X 1452 1982
 CU0811_MARK LOGO: NGS   
 CU0811_PROJECTION: FLUSH
 CU0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0811_ROD/PIPE-DEPTH: 7.9  meters
 CU0811
 CU0811  HISTORY     - Date     Condition        Report By
 CU0811  HISTORY     - 1982     MONUMENTED       NGS
 CU0811
 CU0811                          STATION DESCRIPTION
 CU0811
 CU0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0811'22.9 KM (14.25 MI) SW FROM BIG SPRING.
 CU0811'18.0 KM (11.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0811'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, THENCE 4.9 KM (3.05 MI)
 CU0811'SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD, 0.5 KM (0.3 MI)
 CU0811'SOUTHWEST OF RAILROAD MILEPOST 527, 0.2 KM (0.1 MI) NORTHWEST OF
 CU0811'HIGHWAY MILEPOST 164, 17.5 METERS (57.4 FT) SOUTHEAST OF THE
 CU0811'CENTERLINE OF A FRONTAGE ROAD, 12.2 METERS (40.0 FT) WEST-NORTHWEST OF
 CU0811'A UTILITY POLE, 12.0 METERS (39.4 FT) NORTHWEST OF THE NEAR RAIL AND
 CU0811'1.6 METERS (5.2 FT) NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CU0811'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0811'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CU0811'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0784 ***********************************************************************
 CU0784  DESIGNATION -  X 1453
 CU0784  PID         -  CU0784
 CU0784  STATE/COUNTY-  TX/HOWARD
 CU0784  USGS QUAD   -  COAHOMA (1971)
 CU0784
 CU0784                         *CURRENT SURVEY CONTROL
 CU0784  ___________________________________________________________________
 CU0784* NAD 83(1986)-  32 18 04.     (N)    101 15 12.     (W)     SCALED    
 CU0784* NAVD 88     -       719.018  (meters)    2358.98   (feet)  ADJUSTED  
 CU0784  ___________________________________________________________________
 CU0784  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CU0784  DYNAMIC HT  -         718.046 (meters)    2355.79  (feet)  COMP
 CU0784  MODELED GRAV-     979,263.5   (mgal)                       NAVD 88
 CU0784
 CU0784  VERT ORDER  -  FIRST     CLASS II
 CU0784
 CU0784.The horizontal coordinates were scaled from a topographic map and have
 CU0784.an estimated accuracy of +/- 6 seconds.
 CU0784
 CU0784.The orthometric height was determined by differential leveling
 CU0784.and adjusted by the National Geodetic Survey in June 1991..
 CU0784
 CU0784.The geoid height was determined by GEOID03.
 CU0784
 CU0784.The dynamic height is computed by dividing the NAVD 88
 CU0784.geopotential number by the normal gravity value computed on the
 CU0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0784.degrees latitude (g = 980.6199 gals.).
 CU0784
 CU0784.The modeled gravity was interpolated from observed gravity values.
 CU0784
 CU0784;                    North         East    Units  Estimated Accuracy
 CU0784;SPC TXNC     - 2,073,750.      340,720.      MT  (+/- 180 meters Scaled)
 CU0784
 CU0784                          SUPERSEDED SURVEY CONTROL
 CU0784
 CU0784.No superseded survey control is available for this station.
 CU0784
 CU0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA878760(NAD 83)
 CU0784_MARKER: I = METAL ROD
 CU0784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0784_SP_SET: STAINLESS STEEL ROD
 CU0784_STAMPING: X 1453 1982
 CU0784_MARK LOGO: NGS   
 CU0784_PROJECTION: FLUSH
 CU0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0784_ROD/PIPE-DEPTH: 3.7  meters
 CU0784
 CU0784  HISTORY     - Date     Condition        Report By
 CU0784  HISTORY     - 1982     MONUMENTED       NGS
 CU0784
 CU0784                          STATION DESCRIPTION
 CU0784
 CU0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0784'23.3 KM (14.45 MI) NE FROM BIG SPRING.
 CU0784'23.3 KM (14.45 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0784'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, 0.1 KM (0.05 MI)
 CU0784'SOUTHWEST OF MILEPOST 192, 33.8 METERS (110.9 FT) SOUTH-SOUTHEAST OF
 CU0784'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 16.6 METERS
 CU0784'(54.5 FT) SOUTHEAST OF A HIGHWAY INFORMATION SIGN (EXIT 192 FM 821)
 CU0784'AND 9.7 METERS (31.8 FT) SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE
 CU0784'ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0784'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST AND FENCE
 CU0784'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0809 ***********************************************************************
 CA0809  DESIGNATION -  X 1454
 CA0809  PID         -  CA0809
 CA0809  STATE/COUNTY-  TX/MCCULLOCH
 CA0809  USGS QUAD   -  BRADY NORTH (1987)
 CA0809
 CA0809                         *CURRENT SURVEY CONTROL
 CA0809  ___________________________________________________________________
 CA0809* NAD 83(1986)-  31 12 10.     (N)    099 18 10.     (W)     SCALED    
 CA0809* NAVD 88     -       563.964  (meters)    1850.27   (feet)  ADJUSTED  
 CA0809  ___________________________________________________________________
 CA0809  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CA0809  DYNAMIC HT  -         563.203 (meters)    1847.78  (feet)  COMP
 CA0809  MODELED GRAV-     979,272.0   (mgal)                       NAVD 88
 CA0809
 CA0809  VERT ORDER  -  FIRST     CLASS II
 CA0809
 CA0809.The horizontal coordinates were scaled from a topographic map and have
 CA0809.an estimated accuracy of +/- 6 seconds.
 CA0809
 CA0809.The orthometric height was determined by differential leveling
 CA0809.and adjusted by the National Geodetic Survey in June 1991..
 CA0809
 CA0809.The geoid height was determined by GEOID03.
 CA0809
 CA0809.The dynamic height is computed by dividing the NAVD 88
 CA0809.geopotential number by the normal gravity value computed on the
 CA0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0809.degrees latitude (g = 980.6199 gals.).
 CA0809
 CA0809.The modeled gravity was interpolated from observed gravity values.
 CA0809
 CA0809;                    North         East    Units  Estimated Accuracy
 CA0809;SPC TX C     - 3,170,740.      798,200.      MT  (+/- 180 meters Scaled)
 CA0809
 CA0809                          SUPERSEDED SURVEY CONTROL
 CA0809
 CA0809.No superseded survey control is available for this station.
 CA0809
 CA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV711521(NAD 83)
 CA0809_MARKER: I = METAL ROD
 CA0809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0809_SP_SET: STAINLESS STEEL ROD
 CA0809_STAMPING: X 1454 1982
 CA0809_MARK LOGO: NGS   
 CA0809_PROJECTION: FLUSH
 CA0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0809+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0809_ROD/PIPE-DEPTH: 3.0  meters
 CA0809
 CA0809  HISTORY     - Date     Condition        Report By
 CA0809  HISTORY     - 1982     MONUMENTED       NGS
 CA0809  HISTORY     - 19950826 GOOD             USPSQD
 CA0809  HISTORY     - 20060319 GOOD             USPSQD
 CA0809
 CA0809                          STATION DESCRIPTION
 CA0809
 CA0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0809'8.2 KM (5.1 MI) NE FROM BRADY.
 CA0809'8.2 KM (5.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0809'COURTHOUSE IN BRADY, 1.3 KM (0.8 MI) SOUTHWEST OF FARM ROAD 1121
 CA0809'LEADING WEST, 35.0 METERS (114.8 FT) SOUTH-SOUTHWEST OF THE CENTER OF
 CA0809'A FIELD ENTRANCE, 15.4 METERS (50.5 FT) WEST-NORTHWEST OF THE
 CA0809'CENTERLINE OF THE HIGHWAY AND 2.3 METERS (7.5 FT) NORTHEAST OF A
 CA0809'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CA0809'CAP.
 CA0809'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 CA0809'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0809
 CA0809                          STATION RECOVERY (1995)
 CA0809
 CA0809'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0809'RECOVERED IN GOOD CONDITION.
 CA0809
 CA0809                          STATION RECOVERY (2006)
 CA0809
 CA0809'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0809'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0835 ***********************************************************************
 CA0835  DESIGNATION -  X 1455
 CA0835  PID         -  CA0835
 CA0835  STATE/COUNTY-  TX/BROWN
 CA0835  USGS QUAD   -  BROOKESMITH (1978)
 CA0835
 CA0835                         *CURRENT SURVEY CONTROL
 CA0835  ___________________________________________________________________
 CA0835* NAD 83(1986)-  31 31 03.     (N)    099 06 47.     (W)     SCALED    
 CA0835* NAVD 88     -       418.529  (meters)    1373.12   (feet)  ADJUSTED  
 CA0835  ___________________________________________________________________
 CA0835  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 CA0835  DYNAMIC HT  -         417.975 (meters)    1371.31  (feet)  COMP
 CA0835  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 CA0835
 CA0835  VERT ORDER  -  FIRST     CLASS II
 CA0835
 CA0835.The horizontal coordinates were scaled from a topographic map and have
 CA0835.an estimated accuracy of +/- 6 seconds.
 CA0835
 CA0835.The orthometric height was determined by differential leveling
 CA0835.and adjusted by the National Geodetic Survey in June 1991..
 CA0835
 CA0835.The geoid height was determined by GEOID03.
 CA0835
 CA0835.The dynamic height is computed by dividing the NAVD 88
 CA0835.geopotential number by the normal gravity value computed on the
 CA0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0835.degrees latitude (g = 980.6199 gals.).
 CA0835
 CA0835.The modeled gravity was interpolated from observed gravity values.
 CA0835
 CA0835;                    North         East    Units  Estimated Accuracy
 CA0835;SPC TX C     - 3,205,810.      815,900.      MT  (+/- 180 meters Scaled)
 CA0835
 CA0835                          SUPERSEDED SURVEY CONTROL
 CA0835
 CA0835.No superseded survey control is available for this station.
 CA0835
 CA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV892869(NAD 83)
 CA0835_MARKER: I = METAL ROD
 CA0835_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0835_SP_SET: STAINLESS STEEL ROD
 CA0835_STAMPING: X 1455 1982
 CA0835_MARK LOGO: NGS   
 CA0835_PROJECTION: FLUSH
 CA0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0835+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0835_ROD/PIPE-DEPTH: 3.4  meters
 CA0835
 CA0835  HISTORY     - Date     Condition        Report By
 CA0835  HISTORY     - 1982     MONUMENTED       NGS
 CA0835  HISTORY     - 20060319 GOOD             USPSQD
 CA0835
 CA0835                          STATION DESCRIPTION
 CA0835
 CA0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0835'27.0 KM (16.75 MI) SW FROM BROWNWOOD.
 CA0835'27.0 KM (16.75 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0835'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 15.3 METERS (50.2
 CA0835'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.9 METER (3.0 FT)
 CA0835'NORTHEAST OF A T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 CA0835'THROUGH A 5-INCH LOGO CAP.
 CA0835'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CA0835'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0835
 CA0835                          STATION RECOVERY (2006)
 CA0835
 CA0835'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0835'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0859 ***********************************************************************
 CA0859  DESIGNATION -  X 1456
 CA0859  PID         -  CA0859
 CA0859  STATE/COUNTY-  TX/BROWN
 CA0859  USGS QUAD   -  BANGS EAST (1987)
 CA0859
 CA0859                         *CURRENT SURVEY CONTROL
 CA0859  ___________________________________________________________________
 CA0859* NAD 83(1986)-  31 43 08.     (N)    099 06 57.     (W)     SCALED    
 CA0859* NAVD 88     -       500.077  (meters)    1640.67   (feet)  ADJUSTED  
 CA0859  ___________________________________________________________________
 CA0859  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CA0859  DYNAMIC HT  -         499.420 (meters)    1638.51  (feet)  COMP
 CA0859  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 CA0859
 CA0859  VERT ORDER  -  FIRST     CLASS II
 CA0859
 CA0859.The horizontal coordinates were scaled from a topographic map and have
 CA0859.an estimated accuracy of +/- 6 seconds.
 CA0859
 CA0859.The orthometric height was determined by differential leveling
 CA0859.and adjusted by the National Geodetic Survey in June 1991..
 CA0859
 CA0859.The geoid height was determined by GEOID03.
 CA0859
 CA0859.The dynamic height is computed by dividing the NAVD 88
 CA0859.geopotential number by the normal gravity value computed on the
 CA0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0859.degrees latitude (g = 980.6199 gals.).
 CA0859
 CA0859.The modeled gravity was interpolated from observed gravity values.
 CA0859
 CA0859;                    North         East    Units  Estimated Accuracy
 CA0859;SPC TX C     - 3,228,140.      815,390.      MT  (+/- 180 meters Scaled)
 CA0859
 CA0859                          SUPERSEDED SURVEY CONTROL
 CA0859
 CA0859.No superseded survey control is available for this station.
 CA0859
 CA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA890092(NAD 83)
 CA0859_MARKER: I = METAL ROD
 CA0859_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0859+WITH SETTING: INFORMATION.
 CA0859_SP_SET: SHALLOW SET METAL ROD
 CA0859_STAMPING: X 1456 1982
 CA0859_MARK LOGO: NGS   
 CA0859_PROJECTION: FLUSH
 CA0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0859+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0859_ROD/PIPE-DEPTH: 3.0  meters
 CA0859
 CA0859  HISTORY     - Date     Condition        Report By
 CA0859  HISTORY     - 1982     MONUMENTED       NGS
 CA0859  HISTORY     - 20060320 GOOD             USPSQD
 CA0859
 CA0859                          STATION DESCRIPTION
 CA0859
 CA0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0859'13.2 KM (8.2 MI) WEST FROM BROWNWOOD.
 CA0859'13.2 KM (8.2 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0859'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOODD, 0.2 KM (0.1 MI) EAST OF
 CA0859'FARM ROAD SPUR 586, AT A POWERLINE CROSSING THE HIGHWAY, 34.3 METERS
 CA0859'(112.5 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, 17.7
 CA0859'METERS (58.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 CA0859'THE HIGHWAY AND 1.0 METER (3.3 FT) EAST OF A UTILITY POLE.
 CA0859'NOTE=REFUSAL WAS REACHED AT 10.0 FT. ACCESS TO THE DATUM POINT IS
 CA0859'THROUGH A 5-INCH LOGO CAP.
 CA0859'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CA0859'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0859
 CA0859                          STATION RECOVERY (2006)
 CA0859
 CA0859'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0859'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0850 ***********************************************************************
 CT0850  DESIGNATION -  X 1457
 CT0850  PID         -  CT0850
 CT0850  STATE/COUNTY-  TX/TAYLOR
 CT0850  USGS QUAD   -  ABILENE WEST (1987)
 CT0850
 CT0850                         *CURRENT SURVEY CONTROL
 CT0850  ___________________________________________________________________
 CT0850* NAD 83(1986)-  32 27 01.     (N)    099 45 12.     (W)     SCALED    
 CT0850* NAVD 88     -       524.355  (meters)    1720.32   (feet)  ADJUSTED  
 CT0850  ___________________________________________________________________
 CT0850  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CT0850  DYNAMIC HT  -         523.676 (meters)    1718.09  (feet)  COMP
 CT0850  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 CT0850
 CT0850  VERT ORDER  -  FIRST     CLASS II
 CT0850
 CT0850.The horizontal coordinates were scaled from a topographic map and have
 CT0850.an estimated accuracy of +/- 6 seconds.
 CT0850
 CT0850.The orthometric height was determined by differential leveling
 CT0850.and adjusted by the National Geodetic Survey in June 1991..
 CT0850
 CT0850.The geoid height was determined by GEOID03.
 CT0850
 CT0850.The dynamic height is computed by dividing the NAVD 88
 CT0850.geopotential number by the normal gravity value computed on the
 CT0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0850.degrees latitude (g = 980.6199 gals.).
 CT0850
 CT0850.The modeled gravity was interpolated from observed gravity values.
 CT0850
 CT0850;                    North         East    Units  Estimated Accuracy
 CT0850;SPC TXNC     - 2,087,600.      482,160.      MT  (+/- 180 meters Scaled)
 CT0850
 CT0850                          SUPERSEDED SURVEY CONTROL
 CT0850
 CT0850.No superseded survey control is available for this station.
 CT0850
 CT0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA291905(NAD 83)
 CT0850_MARKER: I = METAL ROD
 CT0850_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0850_SP_SET: STAINLESS STEEL ROD
 CT0850_STAMPING: X 1457 1982
 CT0850_MARK LOGO: NGS   
 CT0850_PROJECTION: FLUSH
 CT0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0850_ROD/PIPE-DEPTH: 4.9  meters
 CT0850
 CT0850  HISTORY     - Date     Condition        Report By
 CT0850  HISTORY     - 1982     MONUMENTED       NGS
 CT0850  HISTORY     - 1983     GOOD             NGS
 CT0850  HISTORY     - 19940803 GOOD             USPSQD
 CT0850  HISTORY     - 20011013 GOOD             USPSQD
 CT0850
 CT0850                          STATION DESCRIPTION
 CT0850
 CT0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0850'1.7 KM (1.05 MI) WEST FROM ABILENE.
 CT0850'1.7 KM (1.05 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0850'THE STATION IN ABILENE, 66.1 METERS (216.7 FT) WEST OF THE SOUTHWEST
 CT0850'END OF RAILROAD BRIDGE NUMBER 407.7, 31.1 METERS (102.0 FT) EAST OF
 CT0850'THE CENTER OF SHELTON STREET, 8.2 METERS (26.9 FT) EAST OF A UTILITY
 CT0850'POLE AND 5.1 METERS (16.7 FT) SOUTH OF THE NEAR RAIL.  NOTE=ACCESS TO
 CT0850'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0850'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CT0850'THE MARK IS 0.5 M BELOW THE TRACKS.
 CT0850
 CT0850                          STATION RECOVERY (1983)
 CT0850
 CT0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0850'RECOVERED IN GOOD CONDITION.
 CT0850
 CT0850                          STATION RECOVERY (1994)
 CT0850
 CT0850'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0850'RECOVERED IN GOOD CONDITION.
 CT0850
 CT0850                          STATION RECOVERY (2001)
 CT0850
 CT0850'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0749 ***********************************************************************
 CU0749  DESIGNATION -  X 1458
 CU0749  PID         -  CU0749
 CU0749  STATE/COUNTY-  TX/NOLAN
 CU0749  USGS QUAD   -  SWEETWATER (1987)
 CU0749
 CU0749                         *CURRENT SURVEY CONTROL
 CU0749  ___________________________________________________________________
 CU0749* NAD 83(1986)-  32 27 51.     (N)    100 25 10.     (W)     SCALED    
 CU0749* NAVD 88     -       669.788  (meters)    2197.46   (feet)  ADJUSTED  
 CU0749  ___________________________________________________________________
 CU0749  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CU0749  DYNAMIC HT  -         668.897 (meters)    2194.54  (feet)  COMP
 CU0749  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 CU0749
 CU0749  VERT ORDER  -  FIRST     CLASS II
 CU0749
 CU0749.The horizontal coordinates were scaled from a topographic map and have
 CU0749.an estimated accuracy of +/- 6 seconds.
 CU0749
 CU0749.The orthometric height was determined by differential leveling
 CU0749.and adjusted by the National Geodetic Survey in June 1991..
 CU0749
 CU0749.The geoid height was determined by GEOID03.
 CU0749
 CU0749.The dynamic height is computed by dividing the NAVD 88
 CU0749.geopotential number by the normal gravity value computed on the
 CU0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0749.degrees latitude (g = 980.6199 gals.).
 CU0749
 CU0749.The modeled gravity was interpolated from observed gravity values.
 CU0749
 CU0749;                    North         East    Units  Estimated Accuracy
 CU0749;SPC TXNC     - 2,090,080.      419,570.      MT  (+/- 180 meters Scaled)
 CU0749
 CU0749                          SUPERSEDED SURVEY CONTROL
 CU0749
 CU0749.No superseded survey control is available for this station.
 CU0749
 CU0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA666927(NAD 83)
 CU0749_MARKER: I = METAL ROD
 CU0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0749_SP_SET: STAINLESS STEEL ROD
 CU0749_STAMPING: X 1458 1982
 CU0749_MARK LOGO: NGS   
 CU0749_PROJECTION: FLUSH
 CU0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0749_ROD/PIPE-DEPTH: 10.7 meters
 CU0749
 CU0749  HISTORY     - Date     Condition        Report By
 CU0749  HISTORY     - 1982     MONUMENTED       NGS
 CU0749
 CU0749                          STATION DESCRIPTION
 CU0749
 CU0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0749'1.4 KM (0.85 MI) SW FROM SWEETWATER.
 CU0749'1.4 KM (0.85 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0749'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, 52.7 METERS
 CU0749'(172.9 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF U. S. HIGHWAY 80
 CU0749'BUSINESS (BROADWAY STREET), 12.2 METERS (40.0 FT) NORTH-NORTHWEST OF
 CU0749'THE NEAR RAIL, 11.0 METERS (36.1 FT) EAST-SOUTHEAST OF THE EXTENDED
 CU0749'CENTER OF POPLAR STREET AND 0.9 METER (3.0 FT) SOUTH-SOUTHEAST OF A
 CU0749'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CU0749'CAP.
 CU0749'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CU0749'THE MARK IS 2.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0773 ***********************************************************************
 CU0773  DESIGNATION -  X 1459
 CU0773  PID         -  CU0773
 CU0773  STATE/COUNTY-  TX/MITCHELL
 CU0773  USGS QUAD   -  WESTBROOK (1978)
 CU0773
 CU0773                         *CURRENT SURVEY CONTROL
 CU0773  ___________________________________________________________________
 CU0773* NAD 83(1986)-  32 21 22.     (N)    101 00 21.     (W)     SCALED    
 CU0773* NAVD 88     -       652.652  (meters)    2141.24   (feet)  ADJUSTED  
 CU0773  ___________________________________________________________________
 CU0773  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CU0773  DYNAMIC HT  -         651.779 (meters)    2138.38  (feet)  COMP
 CU0773  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 CU0773
 CU0773  VERT ORDER  -  FIRST     CLASS II
 CU0773
 CU0773.The horizontal coordinates were scaled from a topographic map and have
 CU0773.an estimated accuracy of +/- 6 seconds.
 CU0773
 CU0773.The orthometric height was determined by differential leveling
 CU0773.and adjusted by the National Geodetic Survey in June 1991..
 CU0773
 CU0773.The geoid height was determined by GEOID03.
 CU0773
 CU0773.The dynamic height is computed by dividing the NAVD 88
 CU0773.geopotential number by the normal gravity value computed on the
 CU0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0773.degrees latitude (g = 980.6199 gals.).
 CU0773
 CU0773.The modeled gravity was interpolated from observed gravity values.
 CU0773
 CU0773;                    North         East    Units  Estimated Accuracy
 CU0773;SPC TXNC     - 2,079,270.      364,170.      MT  (+/- 180 meters Scaled)
 CU0773
 CU0773                          SUPERSEDED SURVEY CONTROL
 CU0773
 CU0773.No superseded survey control is available for this station.
 CU0773
 CU0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA112816(NAD 83)
 CU0773_MARKER: DB = BENCH MARK DISK
 CU0773_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0773_SP_SET: PIER
 CU0773_STAMPING: X 1459 1982
 CU0773_MARK LOGO: NGS   
 CU0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0773
 CU0773  HISTORY     - Date     Condition        Report By
 CU0773  HISTORY     - 1982     MONUMENTED       NGS
 CU0773
 CU0773                          STATION DESCRIPTION
 CU0773
 CU0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0773'15.2 KM (9.45 MI) SW FROM COLORADO CITY.
 CU0773'15.2 KM (9.45 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0773'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, SET VERTICALLY IN
 CU0773'THE SOUTHWEST FACE OF THE MOST NORTHWESTERLY ONE OF FOUR PIERS OF THE
 CU0773'EAST BOUND LANES OF THE STATE HIGHWAY LOOP 333 OVERPASS AND 7.2 METERS
 CU0773'(23.6 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY LOOP 333.
 CU0773'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0107 ***********************************************************************
 CE0107  DESIGNATION -  X 146
 CE0107  PID         -  CE0107
 CE0107  STATE/COUNTY-  TX/EL PASO
 CE0107  USGS QUAD   -  EL PASO (1997)
 CE0107
 CE0107                         *CURRENT SURVEY CONTROL
 CE0107  ___________________________________________________________________
 CE0107* NAD 83(1986)-  31 49 36.     (N)    106 23 33.     (W)     SCALED    
 CE0107* NAVD 88     -      1193.974  (meters)    3917.23   (feet)  POSTED    
 CE0107  ___________________________________________________________________
 CE0107  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0107  DYNAMIC HT  -        1192.150 (meters)    3911.25  (feet)  COMP
 CE0107  MODELED GRAV-     979,071.6   (mgal)                       NAVD 88
 CE0107
 CE0107  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0107
 CE0107.The horizontal coordinates were scaled from a topographic map and have
 CE0107.an estimated accuracy of +/- 6 seconds.
 CE0107
 CE0107.The orthometric height was determined by differential leveling
 CE0107.and adjusted by the National Geodetic Survey in 1992..
 CE0107.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0107.rate of 0.0 thru 1.0 mm/km.
 CE0107
 CE0107.The geoid height was determined by GEOID03.
 CE0107
 CE0107.The dynamic height is computed by dividing the NAVD 88
 CE0107.geopotential number by the normal gravity value computed on the
 CE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0107.degrees latitude (g = 980.6199 gals.).
 CE0107
 CE0107.The modeled gravity was interpolated from observed gravity values.
 CE0107
 CE0107;                    North         East    Units  Estimated Accuracy
 CE0107;SPC TX C     - 3,255,080.      126,670.      MT  (+/- 180 meters Scaled)
 CE0107
 CE0107                          SUPERSEDED SURVEY CONTROL
 CE0107
 CE0107  NGVD 29 (??/??/92) 1193.433  (m)         3915.45   (f) ADJ UNCH    1 2
 CE0107
 CE0107.Superseded values are not recommended for survey control.
 CE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0107.See file dsdata.txt to determine how the superseded data were derived.
 CE0107
 CE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR682220(NAD 83)
 CE0107_MARKER: DB = BENCH MARK DISK
 CE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0107_STAMPING: X 146 1954
 CE0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0107+STABILITY: SURFACE MOTION
 CE0107
 CE0107  HISTORY     - Date     Condition        Report By
 CE0107  HISTORY     - 1954     MONUMENTED       CGS
 CE0107
 CE0107                          STATION DESCRIPTION
 CE0107
 CE0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0107'8.65 MI NE FROM EL PASO.
 CE0107'6.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0107'UNION STATION AT EL PASO, THENCE 2.3 MILES EAST ALONG THE BIGGS FIELD
 CE0107'ROAD, 73 FEET NORTH OF THE CENTER LINE OF AN OILED ROAD LEADING
 CE0107'SOUTHEAST, 0.1 MILE EAST OF GUARD GATE 2, ACROSS THE ROAD FROM THE
 CE0107'ELITE CLEANERS, 1.5 FEET SOUTH OF A FENCE, 3 FEET EAST OF A WITNESS
 CE0107'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CE0107'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0852 ***********************************************************************
 CU0852  DESIGNATION -  X 1460
 CU0852  PID         -  CU0852
 CU0852  STATE/COUNTY-  TX/SCURRY
 CU0852  USGS QUAD   -  HERMLEIGH (1979)
 CU0852
 CU0852                         *CURRENT SURVEY CONTROL
 CU0852  ___________________________________________________________________
 CU0852* NAD 83(1986)-  32 41 01.     (N)    100 50 06.     (W)     SCALED    
 CU0852* NAVD 88     -       723.119  (meters)    2372.43   (feet)  ADJUSTED  
 CU0852  ___________________________________________________________________
 CU0852  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CU0852  DYNAMIC HT  -         722.158 (meters)    2369.28  (feet)  COMP
 CU0852  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 CU0852
 CU0852  VERT ORDER  -  FIRST     CLASS II
 CU0852
 CU0852.The horizontal coordinates were scaled from a topographic map and have
 CU0852.an estimated accuracy of +/- 6 seconds.
 CU0852
 CU0852.The orthometric height was determined by differential leveling
 CU0852.and adjusted by the National Geodetic Survey in June 1991..
 CU0852
 CU0852.The geoid height was determined by GEOID03.
 CU0852
 CU0852.The dynamic height is computed by dividing the NAVD 88
 CU0852.geopotential number by the normal gravity value computed on the
 CU0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0852.degrees latitude (g = 980.6199 gals.).
 CU0852
 CU0852.The modeled gravity was interpolated from observed gravity values.
 CU0852
 CU0852;                    North         East    Units  Estimated Accuracy
 CU0852;SPC TXNC     - 2,115,200.      381,050.      MT  (+/- 180 meters Scaled)
 CU0852
 CU0852                          SUPERSEDED SURVEY CONTROL
 CU0852
 CU0852.No superseded survey control is available for this station.
 CU0852
 CU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB279177(NAD 83)
 CU0852_MARKER: I = METAL ROD
 CU0852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0852_SP_SET: STAINLESS STEEL ROD
 CU0852_STAMPING: X 1460 1982
 CU0852_MARK LOGO: NGS   
 CU0852_PROJECTION: FLUSH
 CU0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0852_ROD/PIPE-DEPTH: 3.7  meters
 CU0852
 CU0852  HISTORY     - Date     Condition        Report By
 CU0852  HISTORY     - 1982     MONUMENTED       NGS
 CU0852
 CU0852                          STATION DESCRIPTION
 CU0852
 CU0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0852'4.1 KM (2.55 MI) SE FROM SNYDER.
 CU0852'4.1 KM (2.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0852'JUNCTION WITH U.S. HIGHWAY 180 IN SNYDER, 0.3 KM (0.2 MI) WEST OF THE
 CU0852'JUNCTION OF A PAVED ROAD LEADING SOUTH, 19.6 METERS (64.3 FT)
 CU0852'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 CU0852'HIGHWAY AND 1.3 METERS (4.3 FT) WEST-NORTHWEST OF A UTILITY POLE.
 CU0852'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0852'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CU0852'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0836 ***********************************************************************
 CU0836  DESIGNATION -  X 1461
 CU0836  PID         -  CU0836
 CU0836  STATE/COUNTY-  TX/SCURRY
 CU0836  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0836
 CU0836                         *CURRENT SURVEY CONTROL
 CU0836  ___________________________________________________________________
 CU0836* NAD 83(1986)-  32 53 02.     (N)    101 03 13.     (W)     SCALED    
 CU0836* NAVD 88     -       770.964  (meters)    2529.40   (feet)  ADJUSTED  
 CU0836  ___________________________________________________________________
 CU0836  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CU0836  DYNAMIC HT  -         769.959 (meters)    2526.11  (feet)  COMP
 CU0836  MODELED GRAV-     979,307.9   (mgal)                       NAVD 88
 CU0836
 CU0836  VERT ORDER  -  FIRST     CLASS II
 CU0836
 CU0836.The horizontal coordinates were scaled from a topographic map and have
 CU0836.an estimated accuracy of +/- 6 seconds.
 CU0836
 CU0836.The orthometric height was determined by differential leveling
 CU0836.and adjusted by the National Geodetic Survey in June 1991..
 CU0836
 CU0836.The geoid height was determined by GEOID03.
 CU0836
 CU0836.The dynamic height is computed by dividing the NAVD 88
 CU0836.geopotential number by the normal gravity value computed on the
 CU0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0836.degrees latitude (g = 980.6199 gals.).
 CU0836
 CU0836.The modeled gravity was interpolated from observed gravity values.
 CU0836
 CU0836;                    North         East    Units  Estimated Accuracy
 CU0836;SPC TXNC     - 2,137,880.      361,100.      MT  (+/- 180 meters Scaled)
 CU0836
 CU0836                          SUPERSEDED SURVEY CONTROL
 CU0836
 CU0836.No superseded survey control is available for this station.
 CU0836
 CU0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB078402(NAD 83)
 CU0836_MARKER: I = METAL ROD
 CU0836_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0836+WITH SETTING: INFORMATION.
 CU0836_SP_SET: SHALLOW SET METAL ROD
 CU0836_STAMPING: X 1461 1982
 CU0836_MARK LOGO: NGS   
 CU0836_PROJECTION: FLUSH
 CU0836_MAGNETIC: I = MARKER IS A STEEL ROD
 CU0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0836+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 CU0836_ROD/PIPE-DEPTH: 1.2  meters
 CU0836
 CU0836  HISTORY     - Date     Condition        Report By
 CU0836  HISTORY     - 1982     MONUMENTED       NGS
 CU0836  HISTORY     - 19971008 GOOD             NGS
 CU0836
 CU0836                          STATION DESCRIPTION
 CU0836
 CU0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0836'27.3 KM (16.9 MI) NW FROM SNYDER.
 CU0836'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0836'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0836'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0836'NORTH ALONG FARM ROAD 1611, THENCE 13.5 KM (8.4 MI) NORTHWESTERLY
 CU0836'ALONG U.S. HIGHWAY 84, 0.5 KM (0.3 MI) SOUTH OF THE JUNCTION OF FARM
 CU0836'ROAD 612, 49.3 METERS (161.7 FT) SOUTHEAST OF RAILROAD SIGNAL NUMBER
 CU0836'7432, 25.8 METERS (84.6 FT) WEST OF THE CENTERLINE OF THE SOUTHEAST
 CU0836'BOUND LANES OF THE HIGHWAY, 19.4 METERS (63.6 FT) EAST OF THE NEAR
 CU0836'RAIL AND 1.4 METERS (4.6 FT) SOUTH OF A UTILITY POLE.  NOTE=REFUSAL
 CU0836'WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CU0836'LOGO CAP.
 CU0836'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CU0836'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CU0836
 CU0836                          STATION RECOVERY (1997)
 CU0836
 CU0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 CU0836'20.8 KM (12.90 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 CU0836'OF STATE HIGHWAY 208 IN SNYDER, 49.2 M (161.4 FT) SOUTHEAST OF
 CU0836'RAILROAD SIGNAL NUMBER 7432, 25.8 M (84.6 FT) WEST OF THE CENTERLINE
 CU0836'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 20.2 M (66.3 FT) EAST OF THE
 CU0836'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.2 M (3.9 FT) SOUTH OF
 CU0836'A UTILITY POLE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CU0836'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0473 ***********************************************************************
 DP0473  DESIGNATION -  X 1462
 DP0473  PID         -  DP0473
 DP0473  STATE/COUNTY-  TX/GARZA
 DP0473  USGS QUAD   -  COOPER CREEK (1969)
 DP0473
 DP0473                         *CURRENT SURVEY CONTROL
 DP0473  ___________________________________________________________________
 DP0473* NAD 83(1986)-  33 06 09.     (N)    101 15 42.     (W)     SCALED    
 DP0473* NAVD 88     -       740.059  (meters)    2428.01   (feet)  ADJUSTED  
 DP0473  ___________________________________________________________________
 DP0473  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DP0473  DYNAMIC HT  -         739.126 (meters)    2424.95  (feet)  COMP
 DP0473  MODELED GRAV-     979,352.4   (mgal)                       NAVD 88
 DP0473
 DP0473  VERT ORDER  -  FIRST     CLASS II
 DP0473
 DP0473.The horizontal coordinates were scaled from a topographic map and have
 DP0473.an estimated accuracy of +/- 6 seconds.
 DP0473
 DP0473.The orthometric height was determined by differential leveling
 DP0473.and adjusted by the National Geodetic Survey in June 1991..
 DP0473
 DP0473.The geoid height was determined by GEOID03.
 DP0473
 DP0473.The dynamic height is computed by dividing the NAVD 88
 DP0473.geopotential number by the normal gravity value computed on the
 DP0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0473.degrees latitude (g = 980.6199 gals.).
 DP0473
 DP0473.The modeled gravity was interpolated from observed gravity values.
 DP0473
 DP0473;                    North         East    Units  Estimated Accuracy
 DP0473;SPC TXNC     - 2,162,610.      342,280.      MT  (+/- 180 meters Scaled)
 DP0473
 DP0473                          SUPERSEDED SURVEY CONTROL
 DP0473
 DP0473.No superseded survey control is available for this station.
 DP0473
 DP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB889649(NAD 83)
 DP0473_MARKER: I = METAL ROD
 DP0473_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP0473+WITH SETTING: INFORMATION.
 DP0473_SP_SET: SHALLOW SET METAL ROD
 DP0473_STAMPING: X 1462 1982
 DP0473_MARK LOGO: NGS   
 DP0473_PROJECTION: FLUSH
 DP0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0473_ROD/PIPE-DEPTH: 2.1  meters
 DP0473
 DP0473  HISTORY     - Date     Condition        Report By
 DP0473  HISTORY     - 1982     MONUMENTED       NGS
 DP0473
 DP0473                          STATION DESCRIPTION
 DP0473
 DP0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0473'15.2 KM (9.45 MI) SE FROM POST.
 DP0473'15.2 KM (9.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0473'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, AT THE
 DP0473'NORTHWEST END OF A STATE HIGHWAY GRAVEL STORAGE AREA, 66.1 METERS
 DP0473'(216.9 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 DP0473'THE HIGHWAY AND 43.6 METERS (143.0 FT) SOUTHEAST OF THE EXTENDED
 DP0473'CENTER OF THE SOUTHEAST ENTRANCE TO A REST AREA.  NOTE=REFUSAL WAS
 DP0473'REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DP0473'CAP.
 DP0473'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 DP0473'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0440 ***********************************************************************
 DP0440  DESIGNATION -  X 1463
 DP0440  PID         -  DP0440
 DP0440  STATE/COUNTY-  TX/LYNN
 DP0440  USGS QUAD   -  SOUTHLAND (1965)
 DP0440
 DP0440                         *CURRENT SURVEY CONTROL
 DP0440  ___________________________________________________________________
 DP0440* NAD 83(1986)-  33 22 19.     (N)    101 34 24.     (W)     SCALED    
 DP0440* NAVD 88     -       925.728  (meters)    3037.16   (feet)  ADJUSTED  
 DP0440  ___________________________________________________________________
 DP0440  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 DP0440  DYNAMIC HT  -         924.526 (meters)    3033.22  (feet)  COMP
 DP0440  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 DP0440
 DP0440  VERT ORDER  -  FIRST     CLASS II
 DP0440
 DP0440.The horizontal coordinates were scaled from a topographic map and have
 DP0440.an estimated accuracy of +/- 6 seconds.
 DP0440
 DP0440.The orthometric height was determined by differential leveling
 DP0440.and adjusted by the National Geodetic Survey in June 1991..
 DP0440
 DP0440.The geoid height was determined by GEOID03.
 DP0440
 DP0440.The dynamic height is computed by dividing the NAVD 88
 DP0440.geopotential number by the normal gravity value computed on the
 DP0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0440.degrees latitude (g = 980.6199 gals.).
 DP0440
 DP0440.The modeled gravity was interpolated from observed gravity values.
 DP0440
 DP0440;                    North         East    Units  Estimated Accuracy
 DP0440;SPC TXNC     - 2,193,280.      314,070.      MT  (+/- 180 meters Scaled)
 DP0440
 DP0440                          SUPERSEDED SURVEY CONTROL
 DP0440
 DP0440.No superseded survey control is available for this station.
 DP0440
 DP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB605954(NAD 83)
 DP0440_MARKER: I = METAL ROD
 DP0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0440_SP_SET: STAINLESS STEEL ROD
 DP0440_STAMPING: X 1463 1982
 DP0440_MARK LOGO: NGS   
 DP0440_PROJECTION: FLUSH
 DP0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0440+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0440_ROD/PIPE-DEPTH: 4.9  meters
 DP0440
 DP0440  HISTORY     - Date     Condition        Report By
 DP0440  HISTORY     - 1982     MONUMENTED       NGS
 DP0440  HISTORY     - 19890630 GOOD             NGS
 DP0440
 DP0440                          STATION DESCRIPTION
 DP0440
 DP0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0440'27.9 KM (17.35 MI) NW FROM POST.
 DP0440'27.9 KM (17.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0440'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 17.9 METERS
 DP0440'(58.7 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 DP0440'THE HIGHWAY, 5.0 METERS (16.4 FT) NORTH OF THE CENTER OF A GRAVELED
 DP0440'ROAD AND 0.9 METER (3.0 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO
 DP0440'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0440'THE MARK IS 0.2 METERS  SSW FROM A WITNESS POST.
 DP0440'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0440
 DP0440                          STATION RECOVERY (1989)
 DP0440
 DP0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0440'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.5 M
 DP0440'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0496 ***********************************************************************
 BN0496  DESIGNATION -  X 1465
 BN0496  PID         -  BN0496
 BN0496  STATE/COUNTY-  TX/KENDALL
 BN0496  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0496
 BN0496                         *CURRENT SURVEY CONTROL
 BN0496  ___________________________________________________________________
 BN0496* NAD 83(1986)-  30 00 01.     (N)    098 54 13.     (W)     SCALED    
 BN0496* NAVD 88     -       484.172  (meters)    1588.49   (feet)  ADJUSTED  
 BN0496  ___________________________________________________________________
 BN0496  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 BN0496  DYNAMIC HT  -         483.487 (meters)    1586.24  (feet)  COMP
 BN0496  MODELED GRAV-     979,211.2   (mgal)                       NAVD 88
 BN0496
 BN0496  VERT ORDER  -  FIRST     CLASS II
 BN0496
 BN0496.The horizontal coordinates were scaled from a topographic map and have
 BN0496.an estimated accuracy of +/- 6 seconds.
 BN0496
 BN0496.The orthometric height was determined by differential leveling
 BN0496.and adjusted by the National Geodetic Survey in June 1991..
 BN0496
 BN0496.The geoid height was determined by GEOID03.
 BN0496
 BN0496.The dynamic height is computed by dividing the NAVD 88
 BN0496.geopotential number by the normal gravity value computed on the
 BN0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0496.degrees latitude (g = 980.6199 gals.).
 BN0496
 BN0496.The modeled gravity was interpolated from observed gravity values.
 BN0496
 BN0496;                    North         East    Units  Estimated Accuracy
 BN0496;SPC TXSC     - 4,240,160.      609,300.      MT  (+/- 180 meters Scaled)
 BN0496
 BN0496                          SUPERSEDED SURVEY CONTROL
 BN0496
 BN0496.No superseded survey control is available for this station.
 BN0496
 BN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU092188(NAD 83)
 BN0496_MARKER: I = METAL ROD
 BN0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0496_SP_SET: STAINLESS STEEL ROD
 BN0496_STAMPING: X 1465 1982
 BN0496_MARK LOGO: NGS   
 BN0496_PROJECTION: FLUSH
 BN0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0496_ROD/PIPE-DEPTH: 2.9  meters
 BN0496
 BN0496  HISTORY     - Date     Condition        Report By
 BN0496  HISTORY     - 1982     MONUMENTED       NGS
 BN0496  HISTORY     - 19940330 GOOD             USPSQD
 BN0496  HISTORY     - 20040325 GOOD             USPSQD
 BN0496  HISTORY     - 20050521 GOOD             USPSQD
 BN0496
 BN0496                          STATION DESCRIPTION
 BN0496
 BN0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0496'2.1 KM (1.35 MI) NORTH FROM COMFORT.
 BN0496'2.1 KM (1.35 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0496'INTERSTATE 10 IN COMFORT, AT A IRON GATE ON THE EAST SIDE OF THE
 BN0496'HIGHWAY AND BY A PULL OVER SPOT BY THE HIGHWAY, 42.0 METERS (138.0 FT)
 BN0496'EAST OF THE CENTERLINE OF THE HIGHWAY, 29.5 METERS (97.0 FT) SOUTHWEST
 BN0496'OF A LARGE OAK TREE BY THE SIDE OF THE HIGHWAY, 3.9 METERS (13.0 FT)
 BN0496'SOUTH OF THE CENTER OF A METAL GATE WITH A IRON PIPE ARCH OVER IT,
 BN0496'45.1 METERS (148.0 FT) EAST SOUTHEAST OF A LARGE OAK TREE SETTING
 BN0496'ABOUT HALFWAY BETWEEN THE HIGHWAY AND THE FENCE LINE, 0.3 METER
 BN0496'(1.0 FT) NORTH OF THE FENCE.
 BN0496'THE MARK IS 0.33 METERS  NNW FROM A WITNESS POST.
 BN0496'THE MARK IS ABOVE LEVEL WITH HIGHWAY 87.
 BN0496
 BN0496                          STATION RECOVERY (1994)
 BN0496
 BN0496'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0496'RECOVERED IN GOOD CONDITION.
 BN0496
 BN0496                          STATION RECOVERY (2004)
 BN0496
 BN0496'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0496'RECOVERED IN GOOD CONDITION.
 BN0496
 BN0496                          STATION RECOVERY (2005)
 BN0496
 BN0496'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 BN0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0523 ***********************************************************************
 BN0523  DESIGNATION -  X 1466
 BN0523  PID         -  BN0523
 BN0523  STATE/COUNTY-  TX/GILLESPIE
 BN0523  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0523
 BN0523                         *CURRENT SURVEY CONTROL
 BN0523  ___________________________________________________________________
 BN0523* NAD 83(1986)-  30 17 53.     (N)    098 53 50.     (W)     SCALED    
 BN0523* NAVD 88     -       542.610  (meters)    1780.21   (feet)  ADJUSTED  
 BN0523  ___________________________________________________________________
 BN0523  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BN0523  DYNAMIC HT  -         541.845 (meters)    1777.70  (feet)  COMP
 BN0523  MODELED GRAV-     979,215.3   (mgal)                       NAVD 88
 BN0523
 BN0523  VERT ORDER  -  FIRST     CLASS II
 BN0523
 BN0523.The horizontal coordinates were scaled from a topographic map and have
 BN0523.an estimated accuracy of +/- 6 seconds.
 BN0523
 BN0523.The orthometric height was determined by differential leveling
 BN0523.and adjusted by the National Geodetic Survey in June 1991..
 BN0523
 BN0523.The geoid height was determined by GEOID03.
 BN0523
 BN0523.The dynamic height is computed by dividing the NAVD 88
 BN0523.geopotential number by the normal gravity value computed on the
 BN0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0523.degrees latitude (g = 980.6199 gals.).
 BN0523
 BN0523.The modeled gravity was interpolated from observed gravity values.
 BN0523
 BN0523;                    North         East    Units  Estimated Accuracy
 BN0523;SPC TX C     - 3,070,890.      838,140.      MT  (+/- 180 meters Scaled)
 BN0523
 BN0523                          SUPERSEDED SURVEY CONTROL
 BN0523
 BN0523.No superseded survey control is available for this station.
 BN0523
 BN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU098518(NAD 83)
 BN0523_MARKER: I = METAL ROD
 BN0523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0523_SP_SET: STAINLESS STEEL ROD
 BN0523_STAMPING: X 1466 1982
 BN0523_MARK LOGO: NGS   
 BN0523_PROJECTION: FLUSH
 BN0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0523+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0523_ROD/PIPE-DEPTH: 4.5  meters
 BN0523
 BN0523  HISTORY     - Date     Condition        Report By
 BN0523  HISTORY     - 1982     MONUMENTED       NGS
 BN0523  HISTORY     - 19930721 GOOD             USPSQD
 BN0523  HISTORY     - 19960309 GOOD             USPSQD
 BN0523  HISTORY     - 20040325 GOOD             USPSQD
 BN0523  HISTORY     - 20051123 GOOD             USPSQD
 BN0523
 BN0523                          STATION DESCRIPTION
 BN0523
 BN0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0523'4.3 KM (2.7 MI) NW FROM FREDERICKSBURG.
 BN0523'4.3 KM (2.7 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0523'U.S. HIGHWAY 87 AND U.S. HIGHWAY 290 (WASHINGTON STREET), SET NEAR A
 BN0523'CHAIN LINK FENCE, 18.2 METERS (60.0 FT) NORTHEAST OF THE CENTERLINE OF
 BN0523'HIGHWAY, 25.9 METERS (85.0 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY,
 BN0523'5.7 METERS (19.0 FT) NORTHWEST OF THE SOUTH CORNER OF A CHAIN LINK
 BN0523'FENCE AROUND THE GILLESPIE COUNTY WAREHOUSE, 5.7 METERS (19.0 FT) WEST
 BN0523'NORTHWEST OF A POWER POLE WITH GUY WIRE WITH WIRES CROSSING THE
 BN0523'HIGHWAY, AND 0.3 METER (1.0 FT) SOUTHWEST OF A CHAIN LINK FENCE, NOTE,
 BN0523'ROD DRIVEN TO REFUSAL.
 BN0523'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BN0523'THE MARK IS 0.3 M BELOW HIGHWAY.
 BN0523
 BN0523                          STATION RECOVERY (1993)
 BN0523
 BN0523'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0523'RECOVERED IN GOOD CONDITION.
 BN0523
 BN0523                          STATION RECOVERY (1996)
 BN0523
 BN0523'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0523'RECOVERED IN GOOD CONDITION.
 BN0523
 BN0523                          STATION RECOVERY (2004)
 BN0523
 BN0523'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0523'RECOVERED IN GOOD CONDITION.
 BN0523
 BN0523                          STATION RECOVERY (2005)
 BN0523
 BN0523'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0523'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0555 ***********************************************************************
 BN0555  DESIGNATION -  X 1467
 BN0555  PID         -  BN0555
 BN0555  STATE/COUNTY-  TX/MASON
 BN0555  USGS QUAD   -  ART (1982)
 BN0555
 BN0555                         *CURRENT SURVEY CONTROL
 BN0555  ___________________________________________________________________
 BN0555* NAD 83(1986)-  30 40 17.     (N)    099 06 59.     (W)     SCALED    
 BN0555* NAVD 88     -       394.464  (meters)    1294.17   (feet)  ADJUSTED  
 BN0555  ___________________________________________________________________
 BN0555  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BN0555  DYNAMIC HT  -         393.934 (meters)    1292.43  (feet)  COMP
 BN0555  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 BN0555
 BN0555  VERT ORDER  -  FIRST     CLASS II
 BN0555
 BN0555.The horizontal coordinates were scaled from a topographic map and have
 BN0555.an estimated accuracy of +/- 6 seconds.
 BN0555
 BN0555.The orthometric height was determined by differential leveling
 BN0555.and adjusted by the National Geodetic Survey in June 1991..
 BN0555
 BN0555.The geoid height was determined by GEOID03.
 BN0555
 BN0555.The dynamic height is computed by dividing the NAVD 88
 BN0555.geopotential number by the normal gravity value computed on the
 BN0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0555.degrees latitude (g = 980.6199 gals.).
 BN0555
 BN0555.The modeled gravity was interpolated from observed gravity values.
 BN0555
 BN0555;                    North         East    Units  Estimated Accuracy
 BN0555;SPC TX C     - 3,112,020.      816,610.      MT  (+/- 180 meters Scaled)
 BN0555
 BN0555                          SUPERSEDED SURVEY CONTROL
 BN0555
 BN0555.No superseded survey control is available for this station.
 BN0555
 BN0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU888931(NAD 83)
 BN0555_MARKER: DB = BENCH MARK DISK
 BN0555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BN0555_SP_SET: CULVERT
 BN0555_STAMPING: X 1467 1982
 BN0555_MARK LOGO: NGS   
 BN0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0555+STABILITY: SURFACE MOTION
 BN0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0555+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0555
 BN0555  HISTORY     - Date     Condition        Report By
 BN0555  HISTORY     - 1982     MONUMENTED       NGS
 BN0555  HISTORY     - 19910618 GOOD             USPSQD
 BN0555  HISTORY     - 19960212 GOOD             USPSQD
 BN0555  HISTORY     - 20041005 GOOD             USPSQD
 BN0555  HISTORY     - 20051123 GOOD             USPSQD
 BN0555
 BN0555                          STATION DESCRIPTION
 BN0555
 BN0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0555'14.3 KM (8.9 MI) SE FROM MASON.
 BN0555'14.3 KM (8.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0555'IN MASON, SET IN THE TOP CENTER OF A FIVE CHANNEL HEADWALL OF A
 BN0555'CONCRETE CULVERT, ACROSS FROM A BRICK HOUSE, 15.6 METERS (51.5 FT)
 BN0555'NORTH NORTHEAST OF THE CENTERLINE OF TWO NORTHBOUND LANES, 6.7 METERS
 BN0555'(22.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTH NORTHEAST END OF
 BN0555'THE HEADWALL, AND 6.0 METERS (20.0 FT) EAST SOUTHEAST OF THE
 BN0555'NORTHWEST END OF THE NORTH NORTHEAST END OF THE HEADWALL.
 BN0555'THE MARK IS 1.0 M BELOW HIGHWAY.
 BN0555
 BN0555                          STATION RECOVERY (1991)
 BN0555
 BN0555'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0555'RECOVERED IN GOOD CONDITION.
 BN0555
 BN0555                          STATION RECOVERY (1996)
 BN0555
 BN0555'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0555'RECOVERED IN GOOD CONDITION.
 BN0555
 BN0555                          STATION RECOVERY (2004)
 BN0555
 BN0555'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0555'RECOVERED IN GOOD CONDITION.
 BN0555
 BN0555                          STATION RECOVERY (2005)
 BN0555
 BN0555'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0555'FOUND IN GOOD CONDITION.  GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0417 ***********************************************************************
 DP0417  DESIGNATION -  X 1468
 DP0417  PID         -  DP0417
 DP0417  STATE/COUNTY-  TX/LUBBOCK
 DP0417  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0417
 DP0417                         *CURRENT SURVEY CONTROL
 DP0417  ___________________________________________________________________
 DP0417* NAD 83(1986)-  33 36 19.     (N)    101 52 11.     (W)     SCALED    
 DP0417* NAVD 88     -       979.553  (meters)    3213.75   (feet)  ADJUSTED  
 DP0417  ___________________________________________________________________
 DP0417  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DP0417  DYNAMIC HT  -         978.284 (meters)    3209.59  (feet)  COMP
 DP0417  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 DP0417
 DP0417  VERT ORDER  -  FIRST     CLASS II
 DP0417
 DP0417.The horizontal coordinates were scaled from a topographic map and have
 DP0417.an estimated accuracy of +/- 6 seconds.
 DP0417
 DP0417.The orthometric height was determined by differential leveling
 DP0417.and adjusted by the National Geodetic Survey in June 1991..
 DP0417
 DP0417.The geoid height was determined by GEOID03.
 DP0417
 DP0417.The dynamic height is computed by dividing the NAVD 88
 DP0417.geopotential number by the normal gravity value computed on the
 DP0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0417.degrees latitude (g = 980.6199 gals.).
 DP0417
 DP0417.The modeled gravity was interpolated from observed gravity values.
 DP0417
 DP0417;                    North         East    Units  Estimated Accuracy
 DP0417;SPC TXNC     - 2,219,990.      287,340.      MT  (+/- 180 meters Scaled)
 DP0417
 DP0417                          SUPERSEDED SURVEY CONTROL
 DP0417
 DP0417.No superseded survey control is available for this station.
 DP0417
 DP0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC337220(NAD 83)
 DP0417_MARKER: I = METAL ROD
 DP0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0417_SP_SET: STAINLESS STEEL ROD
 DP0417_STAMPING: X 1468 1982
 DP0417_MARK LOGO: NGS   
 DP0417_PROJECTION: FLUSH
 DP0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0417_ROD/PIPE-DEPTH: 6.1  meters
 DP0417
 DP0417  HISTORY     - Date     Condition        Report By
 DP0417  HISTORY     - 1982     MONUMENTED       NGS
 DP0417
 DP0417                          STATION DESCRIPTION
 DP0417
 DP0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0417'IN LUBBOCK.
 DP0417'IN LUBBOCK, AT THE JUNCTION OF THE SANTA FE RAILROAD AND NORTH
 DP0417'UNIVERSITY AVENUE, 71.6 METERS (234.9 FT) SOUTHEAST OF THE CENTERLINE
 DP0417'OF THE AVENUE, 12.2 METERS (40.0 FT) NORTHEAST OF THE NEAR RAIL, 2.1
 DP0417'METERS (6.9 FT) SOUTHWEST OF A FENCE AND 0.7 METER (2.3 FT) SOUTHEAST
 DP0417'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DP0417'LOGO CAP.
 DP0417'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0417'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0655 ***********************************************************************
 DQ0655  DESIGNATION -  X 1469
 DQ0655  PID         -  DQ0655
 DQ0655  STATE/COUNTY-  TX/LAMB
 DQ0655  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0655
 DQ0655                         *CURRENT SURVEY CONTROL
 DQ0655  ___________________________________________________________________
 DQ0655* NAD 83(1986)-  33 54 13.     (N)    102 19 38.     (W)     SCALED    
 DQ0655* NAVD 88     -      1082.869  (meters)    3552.71   (feet)  ADJUSTED  
 DQ0655  ___________________________________________________________________
 DQ0655  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 DQ0655  DYNAMIC HT  -        1081.465 (meters)    3548.11  (feet)  COMP
 DQ0655  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 DQ0655
 DQ0655  VERT ORDER  -  FIRST     CLASS II
 DQ0655
 DQ0655.The horizontal coordinates were scaled from a topographic map and have
 DQ0655.an estimated accuracy of +/- 6 seconds.
 DQ0655
 DQ0655.The orthometric height was determined by differential leveling
 DQ0655.and adjusted by the National Geodetic Survey in June 1991..
 DQ0655
 DQ0655.The geoid height was determined by GEOID03.
 DQ0655
 DQ0655.The dynamic height is computed by dividing the NAVD 88
 DQ0655.geopotential number by the normal gravity value computed on the
 DQ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0655.degrees latitude (g = 980.6199 gals.).
 DQ0655
 DQ0655.The modeled gravity was interpolated from observed gravity values.
 DQ0655
 DQ0655;                    North         East    Units  Estimated Accuracy
 DQ0655;SPC TXNC     - 2,254,510.      246,110.      MT  (+/- 180 meters Scaled)
 DQ0655
 DQ0655                          SUPERSEDED SURVEY CONTROL
 DQ0655
 DQ0655.No superseded survey control is available for this station.
 DQ0655
 DQ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT471546(NAD 83)
 DQ0655_MARKER: DB = BENCH MARK DISK
 DQ0655_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ0655_SP_SET: PIER
 DQ0655_STAMPING: X 1469 1982
 DQ0655_MARK LOGO: NGS   
 DQ0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0655+STABILITY: POSITION/ELEVATION WELL
 DQ0655
 DQ0655  HISTORY     - Date     Condition        Report By
 DQ0655  HISTORY     - 1982     MONUMENTED       NGS
 DQ0655
 DQ0655                          STATION DESCRIPTION
 DQ0655
 DQ0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0655'IN LITTLEFIELD.
 DQ0655'IN LITTLEFIELD, AT THE JUNCTION OF U.S. HIGHWAY 84 AND U.S. HIGHWAY
 DQ0655'385, SET VERTICALLY IN THE NORTH FACE OF THE MOST SOUTHERLY 1 OF 3
 DQ0655'PIERS OF THE U.S. HIGHWAY 84 WEST BOUND OVERPASS OF U.S. HIGHWAY 385
 DQ0655'AND 12.6 METERS (41.3 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 385.
 DQ0655'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1280 ***********************************************************************
 BY1280  DESIGNATION -  X 147
 BY1280  PID         -  BY1280
 BY1280  STATE/COUNTY-  TX/CHEROKEE
 BY1280  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1280
 BY1280                         *CURRENT SURVEY CONTROL
 BY1280  ___________________________________________________________________
 BY1280* NAD 83(1986)-  31 55 37.     (N)    095 13 34.     (W)     SCALED    
 BY1280* NAVD 88     -       128.758  (meters)     422.43   (feet)  ADJUSTED  
 BY1280  ___________________________________________________________________
 BY1280  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY1280  DYNAMIC HT  -         128.603 (meters)     421.93  (feet)  COMP
 BY1280  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 BY1280
 BY1280  VERT ORDER  -  FIRST     CLASS II
 BY1280
 BY1280.The horizontal coordinates were scaled from a topographic map and have
 BY1280.an estimated accuracy of +/- 6 seconds.
 BY1280
 BY1280.The orthometric height was determined by differential leveling
 BY1280.and adjusted by the National Geodetic Survey in June 1991..
 BY1280
 BY1280.The geoid height was determined by GEOID03.
 BY1280
 BY1280.The dynamic height is computed by dividing the NAVD 88
 BY1280.geopotential number by the normal gravity value computed on the
 BY1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1280.degrees latitude (g = 980.6199 gals.).
 BY1280
 BY1280.The modeled gravity was interpolated from observed gravity values.
 BY1280
 BY1280;                    North         East    Units  Estimated Accuracy
 BY1280;SPC TX C     - 3,261,660.    1,182,820.      MT  (+/- 180 meters Scaled)
 BY1280
 BY1280                          SUPERSEDED SURVEY CONTROL
 BY1280
 BY1280  NGVD 29 (??/??/92)  128.782  (m)          422.51   (f) ADJ UNCH    1 2
 BY1280
 BY1280.Superseded values are not recommended for survey control.
 BY1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1280.See file dsdata.txt to determine how the superseded data were derived.
 BY1280
 BY1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR895345(NAD 83)
 BY1280_MARKER: DB = BENCH MARK DISK
 BY1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1280_STAMPING: X 147 1938
 BY1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1280+STABILITY: SURFACE MOTION
 BY1280
 BY1280  HISTORY     - Date     Condition        Report By
 BY1280  HISTORY     - 1938     MONUMENTED       CGS
 BY1280  HISTORY     - 1952     GOOD             NGS
 BY1280  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1280  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1280  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1280
 BY1280                          STATION DESCRIPTION
 BY1280
 BY1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1280'2.1 MI NW FROM TURNEY.
 BY1280'2.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1280'STATION AT TURNEY, AT A ROAD CROSSING, 2 POLES SOUTHEAST OF MILEPOST
 BY1280'198, 49 FEET EAST OF THE CENTER OF THE ROAD CROSSING, 17 FEET
 BY1280'NORTHEAST OF THE NORTHEAST RAIL, 14 FEET NORTH OF THE NORTH CORNER OF
 BY1280'A CATTLE GUARD, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 BY1280'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY1280
 BY1280                          STATION RECOVERY (1973)
 BY1280
 BY1280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1280'MARK NOT FOUND.
 BY1280
 BY1280                          STATION RECOVERY (1980)
 BY1280
 BY1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1280'MARK NOT FOUND.
 BY1280
 BY1280                          STATION RECOVERY (1996)
 BY1280
 BY1280'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9162 ***********************************************************************
 AC9162  DESIGNATION -  X 1470
 AC9162  PID         -  AC9162
 AC9162  STATE/COUNTY-  TX/LUBBOCK
 AC9162  USGS QUAD   -  LUBBOCK EAST (1975)
 AC9162
 AC9162                         *CURRENT SURVEY CONTROL
 AC9162  ___________________________________________________________________
 AC9162* NAD 83(1986)-  33 31 59.     (N)    101 49 48.     (W)     SCALED    
 AC9162* NAVD 88     -       970.955  (meters)    3185.54   (feet)  ADJUSTED  
 AC9162  ___________________________________________________________________
 AC9162  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AC9162  DYNAMIC HT  -         969.700 (meters)    3181.42  (feet)  COMP
 AC9162  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 AC9162
 AC9162  VERT ORDER  -  FIRST     CLASS II
 AC9162
 AC9162.The horizontal coordinates were scaled from a topographic map and have
 AC9162.an estimated accuracy of +/- 6 seconds.
 AC9162
 AC9162.The orthometric height was determined by differential leveling
 AC9162.and adjusted by the National Geodetic Survey in July 2002..
 AC9162
 AC9162.The geoid height was determined by GEOID03.
 AC9162
 AC9162.The dynamic height is computed by dividing the NAVD 88
 AC9162.geopotential number by the normal gravity value computed on the
 AC9162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9162.degrees latitude (g = 980.6199 gals.).
 AC9162
 AC9162.The modeled gravity was interpolated from observed gravity values.
 AC9162
 AC9162;                    North         East    Units  Estimated Accuracy
 AC9162;SPC TXNC     - 2,211,870.      290,770.      MT  (+/- 180 meters Scaled)
 AC9162
 AC9162                          SUPERSEDED SURVEY CONTROL
 AC9162
 AC9162.No superseded survey control is available for this station.
 AC9162
 AC9162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC371139(NAD 83)
 AC9162_MARKER: I = METAL ROD
 AC9162_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9162_STAMPING: X 1470 1966
 AC9162_MARK LOGO: NGS   
 AC9162_PROJECTION: FLUSH
 AC9162_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9162+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9162_ROD/PIPE-DEPTH: 3.2  meters
 AC9162_SLEEVE-DEPTH  : 0.9 meters
 AC9162
 AC9162  HISTORY     - Date     Condition        Report By
 AC9162  HISTORY     - 1996     MONUMENTED       NGS
 AC9162
 AC9162                          STATION DESCRIPTION
 AC9162
 AC9162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC9162'1.5 KM (0.95 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84 FROM THE
 AC9162'JUNCTION OF INTERSTATE HIGHWAY 27 IN LUBBOCK, 24.3 M (79.7 FT)
 AC9162'NORTHEAST OF THE WESTBOUND LANES OF THE HIGHWAY, 21.0 M (68.9 FT)
 AC9162'SOUTH OF THE SOUTHWEST CORNER OF THE CONTINENTAL EAGLE CORPORATION,
 AC9162'20.6 M (67.6 FT) EAST OF THE CENTER OF GLOBE AVENUE, 11.9 M (39.0 FT)
 AC9162'SOUTHEAST OF A FIRE HYDRANT, 0.9 M (3.0 FT) SOUTHWEST OF A WITNESS
 AC9162'POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS
 AC9162'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AC9162'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS
 AC9162'ON PROPERTY OWNED BY THE CONTINENTAL EAGLE CORPORATION, 703 EAST
 AC9162'SLAYTON HIGHWAY, P.O.  BOX 1321, LUBBOCK, TX 79408, TELEPONE NUMBER
 AC9162'(806) 745-4501.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6317 ***********************************************************************
 AC6317  DESIGNATION -  X 1471
 AC6317  PID         -  AC6317
 AC6317  STATE/COUNTY-  TX/JEFFERSON
 AC6317  USGS QUAD   -  BEAUMONT WEST (1994)
 AC6317
 AC6317                         *CURRENT SURVEY CONTROL
 AC6317  ___________________________________________________________________
 AC6317* NAD 83(1986)-  30 06 24.     (N)    094 08 13.     (W)     SCALED    
 AC6317* NAVD 88     -        10.018  (meters)      32.87   (feet)  ADJUSTED  
 AC6317  ___________________________________________________________________
 AC6317  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AC6317  DYNAMIC HT  -          10.005 (meters)      32.82  (feet)  COMP
 AC6317  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 AC6317
 AC6317  VERT ORDER  -  FIRST     CLASS II
 AC6317
 AC6317.The horizontal coordinates were scaled from a topographic map and have
 AC6317.an estimated accuracy of +/- 6 seconds.
 AC6317
 AC6317.The orthometric height was determined by differential leveling
 AC6317.and adjusted by the National Geodetic Survey in July 2002..
 AC6317
 AC6317.The geoid height was determined by GEOID03.
 AC6317
 AC6317.The dynamic height is computed by dividing the NAVD 88
 AC6317.geopotential number by the normal gravity value computed on the
 AC6317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6317.degrees latitude (g = 980.6199 gals.).
 AC6317
 AC6317.The modeled gravity was interpolated from observed gravity values.
 AC6317
 AC6317;                    North         East    Units  Estimated Accuracy
 AC6317;SPC TXSC     - 4,261,700.    1,068,560.      MT  (+/- 180 meters Scaled)
 AC6317
 AC6317                          SUPERSEDED SURVEY CONTROL
 AC6317
 AC6317.No superseded survey control is available for this station.
 AC6317
 AC6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP904311(NAD 83)
 AC6317_MARKER: DV = VERTICAL CONTROL DISK
 AC6317_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC6317_SP_SET: PIER
 AC6317_STAMPING: X 1471 1996
 AC6317_MARK LOGO: NGS   
 AC6317_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6317+STABILITY: POSITION/ELEVATION WELL
 AC6317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6317+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AC6317
 AC6317  HISTORY     - Date     Condition        Report By
 AC6317  HISTORY     - 1996     MONUMENTED       NGS
 AC6317  HISTORY     - 20041031 GOOD             USPSQD
 AC6317  HISTORY     - 20060304 GOOD             USPSQD
 AC6317
 AC6317                          STATION DESCRIPTION
 AC6317
 AC6317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6317'IN BEAUMONT, AT THE INTERSECTION OF HIGHWAYS 69, 96, 287, AND DELAWARE
 AC6317'STREET, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY OF 3
 AC6317'CONCRETE COLUMNS OF THE 1ST PIER SOUTH OF THE NORTH ABUTMENT OF THE
 AC6317'NORTHBOUND HIGHWAY OVERPASS OF THE STREET, 9.3 M (30.5 FT) NORTH OF
 AC6317'THE STREET CENTERLINE, 5.0 M (16.4 FT) EAST OF THE CENTER OF THE
 AC6317'NORTHBOUND LANES OF THE HIGHWAY, AND 1.6 M (5.2 FT) ABOVE THE LEVEL OF
 AC6317'THE STREET.
 AC6317
 AC6317                          STATION RECOVERY (2004)
 AC6317
 AC6317'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 AC6317'RECOVERED IN GOOD CONDITION.
 AC6317
 AC6317                          STATION RECOVERY (2006)
 AC6317
 AC6317'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AC6317'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4856 ***********************************************************************
 AW4856  DESIGNATION -  X 1472
 AW4856  PID         -  AW4856
 AW4856  STATE/COUNTY-  TX/HARRIS
 AW4856  USGS QUAD   -  LA PORTE (1982)
 AW4856
 AW4856                         *CURRENT SURVEY CONTROL
 AW4856  ___________________________________________________________________
 AW4856* NAD 83(1986)-  29 39 57.     (N)    095 01 42.     (W)     SCALED    
 AW4856* NAVD 88     -         5.392  (meters)      17.69   (feet)  ADJUSTED  
 AW4856  ___________________________________________________________________
 AW4856  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW4856  DYNAMIC HT  -           5.385 (meters)      17.67  (feet)  COMP
 AW4856  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 AW4856
 AW4856  VERT ORDER  -  FIRST     CLASS II
 AW4856
 AW4856.The horizontal coordinates were scaled from a topographic map and have
 AW4856.an estimated accuracy of +/- 6 seconds.
 AW4856
 AW4856.The orthometric height was determined by differential leveling
 AW4856.and adjusted by the National Geodetic Survey in June 1991..
 AW4856
 AW4856.The geoid height was determined by GEOID03.
 AW4856
 AW4856.The dynamic height is computed by dividing the NAVD 88
 AW4856.geopotential number by the normal gravity value computed on the
 AW4856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4856.degrees latitude (g = 980.6199 gals.).
 AW4856
 AW4856.The modeled gravity was interpolated from observed gravity values.
 AW4856
 AW4856;                    North         East    Units  Estimated Accuracy
 AW4856;SPC TXSC     - 4,209,620.      984,370.      MT  (+/- 180 meters Scaled)
 AW4856
 AW4856                          SUPERSEDED SURVEY CONTROL
 AW4856
 AW4856  NGVD 29 (12/23/87)    5.389  (m)           17.68   (f) ADJUSTED    1 2
 AW4856
 AW4856.Superseded values are not recommended for survey control.
 AW4856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4856.See file dsdata.txt to determine how the superseded data were derived.
 AW4856
 AW4856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036834(NAD 83)
 AW4856_MARKER: I = METAL ROD
 AW4856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4856_SP_SET: STAINLESS STEEL ROD
 AW4856_STAMPING: X 1472 1983
 AW4856_MARK LOGO: NGS   
 AW4856_PROJECTION: FLUSH
 AW4856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4856+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW4856_ROD/PIPE-DEPTH: 8.5  meters
 AW4856
 AW4856  HISTORY     - Date     Condition        Report By
 AW4856  HISTORY     - 1983     MONUMENTED       NGS
 AW4856  HISTORY     - 1987     GOOD             NGS
 AW4856  HISTORY     - 19940423 GOOD             USPSQD
 AW4856  HISTORY     - 20050117 GOOD             USPSQD
 AW4856
 AW4856                          STATION DESCRIPTION
 AW4856
 AW4856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4856'1.0 KM (0.6 MI) WEST FROM LA PORTE.
 AW4856'1.0 KM (0.6 MI) WEST ALONG WEST MAIN STREET (BUSINESS ROUTE 146 SOUTH)
 AW4856'FROM THE JUNCTION OF BROADWAY AND SAN JACINTO AVENUE IN LA PORTE,
 AW4856'ABOUT 76 METERS (250 FT) NORTHEAST OF THE STATE ROUTE 146 OVERPASS
 AW4856'BRIDGE OVER WEST MAIN STREET, SET BETWEEN THE WESTERNMOST TWO OF FOUR
 AW4856'BILLBOARD SIGN SUPPORT POSTS, 45.11 METERS (148.0 FT) NORTH OF THE
 AW4856'CENTERLINE OF WEST MAIN STREET (WESTBOUND), 6.16 METERS (20.2 FT) EAST
 AW4856'OF THE EAST CURB OF STATE ROUTE 146 ACCESS ROAD NORTH, 38.10 METERS
 AW4856'(125.0 FT) WEST OF THE WEST FACE OF A LARGE BRICK BUILDING (RICKS
 AW4856'FURNITURE STORE), AND 61.0 METERS (200.0 FT) SOUTH-SOUTHWEST OF THE
 AW4856'SOUTHWEST CORNER OF THE EAGLES CLUB NUMBER 2753 BUILDING.
 AW4856'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 AW4856'THE MARK IS 0.30 M ABOVE ACCESS ROAD.
 AW4856
 AW4856                          STATION RECOVERY (1987)
 AW4856
 AW4856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4856'RECOVERED IN GOOD CONDITION.
 AW4856
 AW4856                          STATION RECOVERY (1994)
 AW4856
 AW4856'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4856'RECOVERED IN GOOD CONDITION.
 AW4856
 AW4856                          STATION RECOVERY (2005)
 AW4856
 AW4856'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW4856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0932 ***********************************************************************
 CA0932  DESIGNATION -  X 1473
 CA0932  PID         -  CA0932
 CA0932  STATE/COUNTY-  TX/MILLS
 CA0932  USGS QUAD   -  MULLIN (1980)
 CA0932
 CA0932                         *CURRENT SURVEY CONTROL
 CA0932  ___________________________________________________________________
 CA0932* NAD 83(1986)-  31 32 47.     (N)    098 38 01.     (W)     SCALED    
 CA0932* NAVD 88     -       447.782  (meters)    1469.10   (feet)  ADJUSTED  
 CA0932  ___________________________________________________________________
 CA0932  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA0932  DYNAMIC HT  -         447.193 (meters)    1467.17  (feet)  COMP
 CA0932  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 CA0932
 CA0932  VERT ORDER  -  FIRST     CLASS II
 CA0932
 CA0932.The horizontal coordinates were scaled from a topographic map and have
 CA0932.an estimated accuracy of +/- 6 seconds.
 CA0932
 CA0932.The orthometric height was determined by differential leveling
 CA0932.and adjusted by the National Geodetic Survey in June 1991..
 CA0932
 CA0932.The geoid height was determined by GEOID03.
 CA0932
 CA0932.The dynamic height is computed by dividing the NAVD 88
 CA0932.geopotential number by the normal gravity value computed on the
 CA0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0932.degrees latitude (g = 980.6199 gals.).
 CA0932
 CA0932.The modeled gravity was interpolated from observed gravity values.
 CA0932
 CA0932;                    North         East    Units  Estimated Accuracy
 CA0932;SPC TX C     - 3,209,610.      861,380.      MT  (+/- 180 meters Scaled)
 CA0932
 CA0932                          SUPERSEDED SURVEY CONTROL
 CA0932
 CA0932.No superseded survey control is available for this station.
 CA0932
 CA0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV347902(NAD 83)
 CA0932_MARKER: I = METAL ROD
 CA0932_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0932+WITH SETTING: INFORMATION.
 CA0932_SP_SET: SHALLOW SET METAL ROD
 CA0932_STAMPING: X 1473 1983
 CA0932_MARK LOGO: NGS   
 CA0932_PROJECTION: FLUSH
 CA0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0932_ROD/PIPE-DEPTH: 1.2  meters
 CA0932
 CA0932  HISTORY     - Date     Condition        Report By
 CA0932  HISTORY     - 1983     MONUMENTED       NGS
 CA0932
 CA0932                          STATION DESCRIPTION
 CA0932
 CA0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0932'13.6 KM (8.45 MI) NW FROM GOLDTHWAITE.
 CA0932'13.6 KM (8.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0932'COURTHOUSE IN GOLDTHWAITE, 21.4 METERS (70.2 FT) SOUTHEAST OF THE
 CA0932'CENTER OF A PRIVATE DRIVEWAY LEADING NORTHEAST, 21.2 METERS (69.6 FT)
 CA0932'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.5 METERS (4.9 FT)
 CA0932'NORTHWEST OF A T-FENCE CORNER.  NOTE, REFUSAL WAS REACHED AT 4.0 FT.
 CA0932'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0932'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0932'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0958 ***********************************************************************
 CA0958  DESIGNATION -  X 1474
 CA0958  PID         -  CA0958
 CA0958  STATE/COUNTY-  TX/LAMPASAS
 CA0958  USGS QUAD   -  LAMPASAS (1954)
 CA0958
 CA0958                         *CURRENT SURVEY CONTROL
 CA0958  ___________________________________________________________________
 CA0958* NAD 83(1986)-  31 03 53.     (N)    098 09 26.     (W)     SCALED    
 CA0958* NAVD 88     -       311.242  (meters)    1021.13   (feet)  ADJUSTED  
 CA0958  ___________________________________________________________________
 CA0958  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA0958  DYNAMIC HT  -         310.827 (meters)    1019.77  (feet)  COMP
 CA0958  MODELED GRAV-     979,300.2   (mgal)                       NAVD 88
 CA0958
 CA0958  VERT ORDER  -  FIRST     CLASS II
 CA0958
 CA0958.The horizontal coordinates were scaled from a topographic map and have
 CA0958.an estimated accuracy of +/- 6 seconds.
 CA0958
 CA0958.The orthometric height was determined by differential leveling
 CA0958.and adjusted by the National Geodetic Survey in June 1991..
 CA0958
 CA0958.The geoid height was determined by GEOID03.
 CA0958
 CA0958.The dynamic height is computed by dividing the NAVD 88
 CA0958.geopotential number by the normal gravity value computed on the
 CA0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0958.degrees latitude (g = 980.6199 gals.).
 CA0958
 CA0958.The modeled gravity was interpolated from observed gravity values.
 CA0958
 CA0958;                    North         East    Units  Estimated Accuracy
 CA0958;SPC TX C     - 3,157,010.      907,650.      MT  (+/- 180 meters Scaled)
 CA0958
 CA0958                          SUPERSEDED SURVEY CONTROL
 CA0958
 CA0958.No superseded survey control is available for this station.
 CA0958
 CA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV804370(NAD 83)
 CA0958_MARKER: I = METAL ROD
 CA0958_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0958+WITH SETTING: INFORMATION.
 CA0958_SP_SET: SHALLOW SET METAL ROD
 CA0958_STAMPING: X 1474 1983
 CA0958_MARK LOGO: NGS   
 CA0958_PROJECTION: FLUSH
 CA0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0958_ROD/PIPE-DEPTH: 2.1  meters
 CA0958
 CA0958  HISTORY     - Date     Condition        Report By
 CA0958  HISTORY     - 1983     MONUMENTED       NGS
 CA0958
 CA0958                          STATION DESCRIPTION
 CA0958
 CA0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0958'3.9 KM (2.4 MI) EAST FROM LAMPASAS.
 CA0958'0.4 KM (0.25 MI) WEST ALONG EAST SECOND STREET FROM THE SANTA FE
 CA0958'RAILROAD STATION IN LAMPASAS, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG
 CA0958'U.S. HIGHWAY 190, 41.4 METERS (135.8 FT) SOUTH OF THE CENTERLINE OF
 CA0958'THE HIGHWAY, 22.2 METERS (72.8 FT) SOUTH OF A FENCE CORNER AND 5.5
 CA0958'METERS (18.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD.  NOTE, REFUSAL
 CA0958'WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0958'LOGO CAP.
 CA0958'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CA0958'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1232 ***********************************************************************
 BZ1232  DESIGNATION -  X 1475
 BZ1232  PID         -  BZ1232
 BZ1232  STATE/COUNTY-  TX/BELL
 BZ1232  USGS QUAD   -  KILLEEN (1995)
 BZ1232
 BZ1232                         *CURRENT SURVEY CONTROL
 BZ1232  ___________________________________________________________________
 BZ1232* NAD 83(1986)-  31 05 42.     (N)    097 39 31.     (W)     SCALED    
 BZ1232* NAVD 88     -       221.702  (meters)     727.37   (feet)  ADJUSTED  
 BZ1232  ___________________________________________________________________
 BZ1232  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1232  DYNAMIC HT  -         221.405 (meters)     726.39  (feet)  COMP
 BZ1232  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 BZ1232
 BZ1232  VERT ORDER  -  FIRST     CLASS II
 BZ1232
 BZ1232.The horizontal coordinates were scaled from a topographic map and have
 BZ1232.an estimated accuracy of +/- 6 seconds.
 BZ1232
 BZ1232.The orthometric height was determined by differential leveling
 BZ1232.and adjusted by the National Geodetic Survey in June 1991..
 BZ1232
 BZ1232.The geoid height was determined by GEOID03.
 BZ1232
 BZ1232.The dynamic height is computed by dividing the NAVD 88
 BZ1232.geopotential number by the normal gravity value computed on the
 BZ1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1232.degrees latitude (g = 980.6199 gals.).
 BZ1232
 BZ1232.The modeled gravity was interpolated from observed gravity values.
 BZ1232
 BZ1232;                    North         East    Units  Estimated Accuracy
 BZ1232;SPC TX C     - 3,161,410.      955,140.      MT  (+/- 180 meters Scaled)
 BZ1232
 BZ1232                          SUPERSEDED SURVEY CONTROL
 BZ1232
 BZ1232.No superseded survey control is available for this station.
 BZ1232
 BZ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV279409(NAD 83)
 BZ1232_MARKER: I = METAL ROD
 BZ1232_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1232+WITH SETTING: INFORMATION.
 BZ1232_SP_SET: SHALLOW SET METAL ROD
 BZ1232_STAMPING: X 1475 1983
 BZ1232_MARK LOGO: NGS   
 BZ1232_PROJECTION: FLUSH
 BZ1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1232_ROD/PIPE-DEPTH: 3.0  meters
 BZ1232
 BZ1232  HISTORY     - Date     Condition        Report By
 BZ1232  HISTORY     - 1983     MONUMENTED       NGS
 BZ1232  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1232
 BZ1232                          STATION DESCRIPTION
 BZ1232
 BZ1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1232'7.2 KM (4.45 MI) EAST FROM KILLEEN.
 BZ1232'7.2 KM (4.45 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 BZ1232'RAILROAD STATION IN KILLEEN, 83.2 METERS (273.0 FT) WEST OF MILEPOST
 BZ1232'239, 25.3 METERS (83.0 FT) EAST OF THE EXTENDED CENTER OF A DIRT ROAD
 BZ1232'LEADING SOUTH, 10.1 METERS (33.1 FT) SOUTH OF THE NEAR RAIL AND 0.8
 BZ1232'METERS (2.6 FT) EAST OF A UTILITY POLE.  NOTE, ACCESS TO THE DATUM
 BZ1232'POINT IS THROUGH A 5-INCH LOGO CAP.
 BZ1232'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BZ1232'THE MARK IS 1.8 M BELOW THE TRACKS.
 BZ1232
 BZ1232                          STATION RECOVERY (2001)
 BZ1232
 BZ1232'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2473 ***********************************************************************
 CS2473  DESIGNATION -  X 1476
 CS2473  PID         -  CS2473
 CS2473  STATE/COUNTY-  TX/JOHNSON
 CS2473  USGS QUAD   -  KEENE (1978)
 CS2473
 CS2473                         *CURRENT SURVEY CONTROL
 CS2473  ___________________________________________________________________
 CS2473* NAD 83(1986)-  32 27 53.     (N)    097 15 57.     (W)     SCALED    
 CS2473* NAVD 88     -       255.384  (meters)     837.87   (feet)  ADJUSTED  
 CS2473  ___________________________________________________________________
 CS2473  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CS2473  DYNAMIC HT  -         255.079 (meters)     836.87  (feet)  COMP
 CS2473  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 CS2473
 CS2473  VERT ORDER  -  FIRST     CLASS II
 CS2473
 CS2473.The horizontal coordinates were scaled from a topographic map and have
 CS2473.an estimated accuracy of +/- 6 seconds.
 CS2473
 CS2473.The orthometric height was determined by differential leveling
 CS2473.and adjusted by the National Geodetic Survey in June 1991..
 CS2473
 CS2473.The geoid height was determined by GEOID03.
 CS2473
 CS2473.The dynamic height is computed by dividing the NAVD 88
 CS2473.geopotential number by the normal gravity value computed on the
 CS2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2473.degrees latitude (g = 980.6199 gals.).
 CS2473
 CS2473.The modeled gravity was interpolated from observed gravity values.
 CS2473
 CS2473;                    North         East    Units  Estimated Accuracy
 CS2473;SPC TXNC     - 2,089,180.      716,020.      MT  (+/- 180 meters Scaled)
 CS2473
 CS2473                          SUPERSEDED SURVEY CONTROL
 CS2473
 CS2473.No superseded survey control is available for this station.
 CS2473
 CS2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA629932(NAD 83)
 CS2473_MARKER: DB = BENCH MARK DISK
 CS2473_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2473_SP_SET: ABUTMENT
 CS2473_STAMPING: X 1476 1983
 CS2473_MARK LOGO: NGS   
 CS2473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2473
 CS2473  HISTORY     - Date     Condition        Report By
 CS2473  HISTORY     - 1983     MONUMENTED       NGS
 CS2473  HISTORY     - 19910413 GOOD             USPSQD
 CS2473  HISTORY     - 19940324 GOOD             USPSQD
 CS2473  HISTORY     - 19990605 GOOD             USPSQD
 CS2473  HISTORY     - 20041023 GOOD             USPSQD
 CS2473  HISTORY     - 20051119 GOOD             USPSQD
 CS2473
 CS2473                          STATION DESCRIPTION
 CS2473
 CS2473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2473'23.6 KM (14.65 MI) SOUT FROM FORT WORTH.
 CS2473'23.6 KM (14.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2473'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, 0R 0.2 KM (0.1 MI) EAST
 CS2473'ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE MISSOURI, KANSAS AND
 CS2473'TEXAS RAILROAD IN GRANDVIEW, THENCE 23.8 KM (14.8 MI) NORTHERLY ALONG
 CS2473'U.S. HIGHWAY 81, IN TOP OF AND 0.3 METER (1.0 FT) NORTH OF THE SOUTH
 CS2473'END OF THE EAST CONCRETE ABUTMENT OF FARM ROAD 917 OVERPASS,
 CS2473'27.0 METER (88.6 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 CS2473'BOUND LANES OF THE HIGHWAY AND 4.6 METERS (15.1 FT) SOUTH OF THE
 CS2473'CENTERLINE OF THE ROAD.
 CS2473'THE MARK IS 0.3 M ABOVE THE ROAD.
 CS2473
 CS2473                          STATION RECOVERY (1991)
 CS2473
 CS2473'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2473'RECOVERED IN GOOD CONDITION.
 CS2473
 CS2473                          STATION RECOVERY (1994)
 CS2473
 CS2473'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2473'RECOVERED IN GOOD CONDITION.
 CS2473
 CS2473                          STATION RECOVERY (1999)
 CS2473
 CS2473'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2473'RECOVERED IN GOOD CONDITION.
 CS2473
 CS2473                          STATION RECOVERY (2004)
 CS2473
 CS2473'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS2473'RECOVERED IN GOOD CONDITION.
 CS2473
 CS2473                          STATION RECOVERY (2005)
 CS2473
 CS2473'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS2473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2431 ***********************************************************************
 CS2431  DESIGNATION -  X 1477
 CS2431  PID         -  CS2431
 CS2431  STATE/COUNTY-  TX/PARKER
 CS2431  USGS QUAD   -  ANNETA (1979)
 CS2431
 CS2431                         *CURRENT SURVEY CONTROL
 CS2431  ___________________________________________________________________
 CS2431* NAD 83(1986)-  32 44 06.     (N)    097 37 58.     (W)     SCALED    
 CS2431* NAVD 88     -       279.546  (meters)     917.14   (feet)  ADJUSTED  
 CS2431  ___________________________________________________________________
 CS2431  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CS2431  DYNAMIC HT  -         279.209 (meters)     916.04  (feet)  COMP
 CS2431  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 CS2431
 CS2431  VERT ORDER  -  FIRST     CLASS II
 CS2431
 CS2431.The horizontal coordinates were scaled from a topographic map and have
 CS2431.an estimated accuracy of +/- 6 seconds.
 CS2431
 CS2431.The orthometric height was determined by differential leveling
 CS2431.and adjusted by the National Geodetic Survey in June 1991..
 CS2431
 CS2431.The geoid height was determined by GEOID03.
 CS2431
 CS2431.The dynamic height is computed by dividing the NAVD 88
 CS2431.geopotential number by the normal gravity value computed on the
 CS2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2431.degrees latitude (g = 980.6199 gals.).
 CS2431
 CS2431.The modeled gravity was interpolated from observed gravity values.
 CS2431
 CS2431;                    North         East    Units  Estimated Accuracy
 CS2431;SPC TXNC     - 2,118,800.      681,280.      MT  (+/- 180 meters Scaled)
 CS2431
 CS2431                          SUPERSEDED SURVEY CONTROL
 CS2431
 CS2431.No superseded survey control is available for this station.
 CS2431
 CS2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB281227(NAD 83)
 CS2431_MARKER: DB = BENCH MARK DISK
 CS2431_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2431_SP_SET: PIER
 CS2431_STAMPING: X 1477 1983
 CS2431_MARK LOGO: NGS   
 CS2431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2431
 CS2431  HISTORY     - Date     Condition        Report By
 CS2431  HISTORY     - 1983     MONUMENTED       NGS
 CS2431  HISTORY     - 19910522 GOOD             USPSQD
 CS2431  HISTORY     - 19950820 GOOD             USPSQD
 CS2431  HISTORY     - 19970524 GOOD             USPSQD
 CS2431  HISTORY     - 20041023 GOOD             USPSQD
 CS2431  HISTORY     - 20051029 GOOD             USPSQD
 CS2431
 CS2431                          STATION DESCRIPTION
 CS2431
 CS2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2431'15.6 KM (9.7 MI) EAST FROM WEATHERFORD.
 CS2431'15.6 KM (9.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2431'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE
 CS2431'WEST FACE OF THE MOST NORTHERLY 1 OF 4 PIERS OF THE WEST BOUND HIGHWAY
 CS2431'OVERPASS OVER RANCH HOUSE ROAD, 13.0 METERS (42.7 FT) WEST OF THE
 CS2431'CENTERLINE OF THE ROAD AND 7.8 METERS (25.6 FT) NORTH OF THE CENTER OF
 CS2431'THE HIGHWAY.
 CS2431'THE MARK IS 1.4 M ABOVE THE GROUND.
 CS2431
 CS2431                          STATION RECOVERY (1991)
 CS2431
 CS2431'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2431'RECOVERED IN GOOD CONDITION.
 CS2431
 CS2431                          STATION RECOVERY (1995)
 CS2431
 CS2431'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2431'RECOVERED IN GOOD CONDITION.
 CS2431
 CS2431                          STATION RECOVERY (1997)
 CS2431
 CS2431'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2431'RECOVERED IN GOOD CONDITION.
 CS2431
 CS2431                          STATION RECOVERY (2004)
 CS2431
 CS2431'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMF)
 CS2431'RECOVERED IN GOOD CONDITION.
 CS2431
 CS2431                          STATION RECOVERY (2005)
 CS2431
 CS2431'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0904 ***********************************************************************
 CT0904  DESIGNATION -  X 1478
 CT0904  PID         -  CT0904
 CT0904  STATE/COUNTY-  TX/PALO PINTO
 CT0904  USGS QUAD   -  SANTO (1984)
 CT0904
 CT0904                         *CURRENT SURVEY CONTROL
 CT0904  ___________________________________________________________________
 CT0904* NAD 83(1986)-  32 34 23.     (N)    098 10 18.     (W)     SCALED    
 CT0904* NAVD 88     -       275.176  (meters)     902.81   (feet)  ADJUSTED  
 CT0904  ___________________________________________________________________
 CT0904  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CT0904  DYNAMIC HT  -         274.836 (meters)     901.69  (feet)  COMP
 CT0904  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 CT0904
 CT0904  VERT ORDER  -  FIRST     CLASS II
 CT0904
 CT0904.The horizontal coordinates were scaled from a topographic map and have
 CT0904.an estimated accuracy of +/- 6 seconds.
 CT0904
 CT0904.The orthometric height was determined by differential leveling
 CT0904.and adjusted by the National Geodetic Survey in June 1991..
 CT0904
 CT0904.The geoid height was determined by GEOID03.
 CT0904
 CT0904.The dynamic height is computed by dividing the NAVD 88
 CT0904.geopotential number by the normal gravity value computed on the
 CT0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0904.degrees latitude (g = 980.6199 gals.).
 CT0904
 CT0904.The modeled gravity was interpolated from observed gravity values.
 CT0904
 CT0904;                    North         East    Units  Estimated Accuracy
 CT0904;SPC TXNC     - 2,100,560.      630,830.      MT  (+/- 180 meters Scaled)
 CT0904
 CT0904                          SUPERSEDED SURVEY CONTROL
 CT0904
 CT0904.No superseded survey control is available for this station.
 CT0904
 CT0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB777042(NAD 83)
 CT0904_MARKER: I = METAL ROD
 CT0904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0904_SP_SET: STAINLESS STEEL ROD
 CT0904_STAMPING: X 1478 1983
 CT0904_MARK LOGO: NGS   
 CT0904_PROJECTION: FLUSH
 CT0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0904_ROD/PIPE-DEPTH: 4.0  meters
 CT0904
 CT0904  HISTORY     - Date     Condition        Report By
 CT0904  HISTORY     - 1983     MONUMENTED       NGS
 CT0904  HISTORY     - 19980627 GOOD             USPSQD
 CT0904  HISTORY     - 20020316 GOOD             USPSQD
 CT0904  HISTORY     - 20040327 GOOD             USPSQD
 CT0904
 CT0904                          STATION DESCRIPTION
 CT0904
 CT0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0904'41.2 KM (25.6 MI) WEST FROM WEATHERFORD.
 CT0904'41.2 KM (25.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0904'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 0.7 KM (0.45 MI) WEST
 CT0904'OF MILEPOST 383, 54.2 METERS (177.8 FT) NORTH OF THE CENTERLINE OF THE
 CT0904'WEST BOUND LANES OF THE HIGHWAY, 19.4 METERS (63.3 FT) WEST OF THE
 CT0904'CENTER OF A FIELD ENTRANCE AND 15.0 METERS (49.2 FT) NORTH OF THE
 CT0904'CENTER OF A FRONTAGE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CT0904'A 5-INCH LOGO CAP.
 CT0904'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CT0904'THE MARK IS 1.5 M ABOVE THE ROAD.
 CT0904
 CT0904                          STATION RECOVERY (1998)
 CT0904
 CT0904'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0904'RECOVERED IN GOOD CONDITION.
 CT0904
 CT0904                          STATION RECOVERY (2002)
 CT0904
 CT0904'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0904'RECOVERED IN GOOD CONDITION.
 CT0904
 CT0904                          STATION RECOVERY (2004)
 CT0904
 CT0904'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0920 ***********************************************************************
 CT0920  DESIGNATION -  X 1479
 CT0920  PID         -  CT0920
 CT0920  STATE/COUNTY-  TX/ERATH
 CT0920  USGS QUAD   -  STRAWN EAST (1984)
 CT0920
 CT0920                         *CURRENT SURVEY CONTROL
 CT0920  ___________________________________________________________________
 CT0920* NAD 83(1986)-  32 30 22.     (N)    098 26 40.     (W)     SCALED    
 CT0920* NAVD 88     -       309.319  (meters)    1014.82   (feet)  ADJUSTED  
 CT0920  ___________________________________________________________________
 CT0920  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CT0920  DYNAMIC HT  -         308.932 (meters)    1013.55  (feet)  COMP
 CT0920  MODELED GRAV-     979,381.6   (mgal)                       NAVD 88
 CT0920
 CT0920  VERT ORDER  -  FIRST     CLASS II
 CT0920
 CT0920.The horizontal coordinates were scaled from a topographic map and have
 CT0920.an estimated accuracy of +/- 6 seconds.
 CT0920
 CT0920.The orthometric height was determined by differential leveling
 CT0920.and adjusted by the National Geodetic Survey in June 1991..
 CT0920
 CT0920.The geoid height was determined by GEOID03.
 CT0920
 CT0920.The dynamic height is computed by dividing the NAVD 88
 CT0920.geopotential number by the normal gravity value computed on the
 CT0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0920.degrees latitude (g = 980.6199 gals.).
 CT0920
 CT0920.The modeled gravity was interpolated from observed gravity values.
 CT0920
 CT0920;                    North         East    Units  Estimated Accuracy
 CT0920;SPC TXNC     - 2,093,090.      605,220.      MT  (+/- 180 meters Scaled)
 CT0920
 CT0920                          SUPERSEDED SURVEY CONTROL
 CT0920
 CT0920.No superseded survey control is available for this station.
 CT0920
 CT0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA521966(NAD 83)
 CT0920_MARKER: I = METAL ROD
 CT0920_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0920_SP_SET: STAINLESS STEEL ROD
 CT0920_STAMPING: X 1479 1983
 CT0920_MARK LOGO: NGS   
 CT0920_PROJECTION: FLUSH
 CT0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0920_ROD/PIPE-DEPTH: 5.5  meters
 CT0920
 CT0920  HISTORY     - Date     Condition        Report By
 CT0920  HISTORY     - 1983     MONUMENTED       NGS
 CT0920  HISTORY     - 19990828 GOOD             USPSQD
 CT0920  HISTORY     - 20020316 GOOD             USPSQD
 CT0920  HISTORY     - 20040327 GOOD             USPSQD
 CT0920
 CT0920                          STATION DESCRIPTION
 CT0920
 CT0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0920'25.5 KM (15.85 MI) EAST FROM RANGER.
 CT0920'25.5 KM (15.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0920'JUNCTION WITH FARM ROAD 2461 IN RANGER, 0.6 KM (0.35 MI) WEST OF
 CT0920'MILEPOST 366, 53.6 METERS (175.9 FT) SOUTH OF THE CENTERLINE OF THE
 CT0920'EAST BOUND LANES OF THE HIGHWAY, 29.1 METERS (95.5 FT) SOUTHEAST OF
 CT0920'THE SOUTHEAST CORNER OF A FRONTAGE ROAD BRIDGE SPANNING A SMALL STREAM
 CT0920'AND 15.2 METERS (49.9 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD.
 CT0920'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0920'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 CT0920'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0920
 CT0920                          STATION RECOVERY (1999)
 CT0920
 CT0920'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0920'RECOVERED IN GOOD CONDITION.
 CT0920
 CT0920                          STATION RECOVERY (2002)
 CT0920
 CT0920'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0920'RECOVERED IN GOOD CONDITION.
 CT0920
 CT0920                          STATION RECOVERY (2004)
 CT0920
 CT0920'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0945 ***********************************************************************
 CT0945  DESIGNATION -  X 1480
 CT0945  PID         -  CT0945
 CT0945  STATE/COUNTY-  TX/EASTLAND
 CT0945  USGS QUAD   -  CISCO NORTH (1987)
 CT0945
 CT0945                         *CURRENT SURVEY CONTROL
 CT0945  ___________________________________________________________________
 CT0945* NAD 83(1986)-  32 22 32.     (N)    098 54 13.     (W)     SCALED    
 CT0945* NAVD 88     -       479.591  (meters)    1573.46   (feet)  ADJUSTED  
 CT0945  ___________________________________________________________________
 CT0945  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 CT0945  DYNAMIC HT  -         478.972 (meters)    1571.43  (feet)  COMP
 CT0945  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 CT0945
 CT0945  VERT ORDER  -  FIRST     CLASS II
 CT0945
 CT0945.The horizontal coordinates were scaled from a topographic map and have
 CT0945.an estimated accuracy of +/- 6 seconds.
 CT0945
 CT0945.The orthometric height was determined by differential leveling
 CT0945.and adjusted by the National Geodetic Survey in June 1991..
 CT0945
 CT0945.The geoid height was determined by GEOID03.
 CT0945
 CT0945.The dynamic height is computed by dividing the NAVD 88
 CT0945.geopotential number by the normal gravity value computed on the
 CT0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0945.degrees latitude (g = 980.6199 gals.).
 CT0945
 CT0945.The modeled gravity was interpolated from observed gravity values.
 CT0945
 CT0945;                    North         East    Units  Estimated Accuracy
 CT0945;SPC TXNC     - 2,078,680.      562,020.      MT  (+/- 180 meters Scaled)
 CT0945
 CT0945                          SUPERSEDED SURVEY CONTROL
 CT0945
 CT0945.No superseded survey control is available for this station.
 CT0945
 CT0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA090820(NAD 83)
 CT0945_MARKER: DB = BENCH MARK DISK
 CT0945_SETTING: 66 = SET IN ROCK OUTCROP
 CT0945_SP_SET: ROCK OUTCROP
 CT0945_STAMPING: X 1480 1983
 CT0945_MARK LOGO: NGS   
 CT0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0945
 CT0945  HISTORY     - Date     Condition        Report By
 CT0945  HISTORY     - 1983     MONUMENTED       NGS
 CT0945
 CT0945                          STATION DESCRIPTION
 CT0945
 CT0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0945'21.8 KM (13.55 MI) WEST FROM RANGER.
 CT0945'21.8 KM (13.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0945'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE CENTER OF THE WESTERN
 CT0945'1/2 OF A 6- BY 6-FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.7 KM
 CT0945'(0.45 MI) EAST OF MILEPOST 336, 84.4 METERS (276.9 FT) WEST OF THE
 CT0945'EAST END OF A HIGHWAY CUT, 27.7 METERS (90.9 FT) SOUTH OF THE
 CT0945'CENTERLINE OF A FRONTAGE ROAD AND 15.7 METERS (51.5 FT) NORTH OF THE
 CT0945'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CT0945'THE MARK IS 40.8 METERS  S FROM A WITNESS POST.
 CT0945'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0627 ***********************************************************************
 EN0627  DESIGNATION -  X 1481
 EN0627  PID         -  EN0627
 EN0627  STATE/COUNTY-  TX/DONLEY
 EN0627  USGS QUAD   -  CLARENDON (1982)
 EN0627
 EN0627                         *CURRENT SURVEY CONTROL
 EN0627  ___________________________________________________________________
 EN0627* NAD 83(1986)-  34 56 35.     (N)    100 53 52.     (W)     SCALED    
 EN0627* NAVD 88     -       840.886  (meters)    2758.81   (feet)  ADJUSTED  
 EN0627  ___________________________________________________________________
 EN0627  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EN0627  DYNAMIC HT  -         839.912 (meters)    2755.61  (feet)  COMP
 EN0627  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 EN0627
 EN0627  VERT ORDER  -  FIRST     CLASS II
 EN0627
 EN0627.The horizontal coordinates were scaled from a topographic map and have
 EN0627.an estimated accuracy of +/- 6 seconds.
 EN0627
 EN0627.The orthometric height was determined by differential leveling
 EN0627.and adjusted by the National Geodetic Survey in June 1991..
 EN0627
 EN0627.The geoid height was determined by GEOID03.
 EN0627
 EN0627.The dynamic height is computed by dividing the NAVD 88
 EN0627.geopotential number by the normal gravity value computed on the
 EN0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0627.degrees latitude (g = 980.6199 gals.).
 EN0627
 EN0627.The modeled gravity was interpolated from observed gravity values.
 EN0627
 EN0627;                    North         East    Units  Estimated Accuracy
 EN0627;SPC TX N     - 1,104,790.      255,010.      MT  (+/- 180 meters Scaled)
 EN0627
 EN0627                          SUPERSEDED SURVEY CONTROL
 EN0627
 EN0627.No superseded survey control is available for this station.
 EN0627
 EN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD266683(NAD 83)
 EN0627_MARKER: I = METAL ROD
 EN0627_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EN0627_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EN0627_STAMPING: X 1481 1984
 EN0627_MARK LOGO: NGS   
 EN0627_PROJECTION: FLUSH
 EN0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0627+STABILITY: POSITION/ELEVATION WELL
 EN0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0627+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 EN0627_ROD/PIPE-DEPTH: 9.5  meters
 EN0627_SLEEVE-DEPTH  : 7.3 meters
 EN0627
 EN0627  HISTORY     - Date     Condition        Report By
 EN0627  HISTORY     - 1984     MONUMENTED       NGS
 EN0627  HISTORY     - 20040803 GOOD             USPSQD
 EN0627
 EN0627                          STATION DESCRIPTION
 EN0627
 EN0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0627'IN CLARENDON.
 EN0627'IN CLARENDON, AT THE JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY
 EN0627'70, 46.3 M (151.9 FT) SOUTHEAST OF THE CENTERLINE OF THE STATE
 EN0627'HIGHWAY, 38.7 M (127.0 FT) NORTHEAST OF THE CENTERLINE OF THE U.S.
 EN0627'HIGHWAY, AND 1.8 M (5.9 FT) SOUTH-SOUTHEAST OF THE WEST CORNER OF A
 EN0627'CHAIN LINK FENCE AROUND THE STATE HIGHWAY DEPARTMENT COMPOUND.
 EN0627'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0627'THE MARK IS 0.7 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0627'THE MARK IS ABOVE LEVEL WITH THE U.S. HIGHWAY.
 EN0627
 EN0627                          STATION RECOVERY (2004)
 EN0627
 EN0627'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0647 ***********************************************************************
 DO0647  DESIGNATION -  X 1482
 DO0647  PID         -  DO0647
 DO0647  STATE/COUNTY-  TX/WICHITA
 DO0647  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0647
 DO0647                         *CURRENT SURVEY CONTROL
 DO0647  ___________________________________________________________________
 DO0647* NAD 83(1986)-  33 56 34.     (N)    098 36 56.     (W)     SCALED    
 DO0647* NAVD 88     -       298.726  (meters)     980.07   (feet)  ADJUSTED  
 DO0647  ___________________________________________________________________
 DO0647  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DO0647  DYNAMIC HT  -         298.398 (meters)     978.99  (feet)  COMP
 DO0647  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DO0647
 DO0647  VERT ORDER  -  FIRST     CLASS II
 DO0647
 DO0647.The horizontal coordinates were scaled from a topographic map and have
 DO0647.an estimated accuracy of +/- 6 seconds.
 DO0647
 DO0647.The orthometric height was determined by differential leveling
 DO0647.and adjusted by the National Geodetic Survey in June 1991..
 DO0647
 DO0647.The geoid height was determined by GEOID03.
 DO0647
 DO0647.The dynamic height is computed by dividing the NAVD 88
 DO0647.geopotential number by the normal gravity value computed on the
 DO0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0647.degrees latitude (g = 980.6199 gals.).
 DO0647
 DO0647.The modeled gravity was interpolated from observed gravity values.
 DO0647
 DO0647;                    North         East    Units  Estimated Accuracy
 DO0647;SPC TXNC     - 2,252,420.      589,320.      MT  (+/- 180 meters Scaled)
 DO0647
 DO0647                          SUPERSEDED SURVEY CONTROL
 DO0647
 DO0647.No superseded survey control is available for this station.
 DO0647
 DO0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC355558(NAD 83)
 DO0647_MARKER: I = METAL ROD
 DO0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0647_SP_SET: STAINLESS STEEL ROD
 DO0647_STAMPING: X 1482 1984
 DO0647_MARK LOGO: NGS   
 DO0647_PROJECTION: FLUSH
 DO0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0647+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DO0647_ROD/PIPE-DEPTH: 10.4 meters
 DO0647
 DO0647  HISTORY     - Date     Condition        Report By
 DO0647  HISTORY     - 1984     MONUMENTED       NGS
 DO0647  HISTORY     - 20020711 GOOD             USPSQD
 DO0647
 DO0647                          STATION DESCRIPTION
 DO0647
 DO0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0647'12.4 KM (7.7 MI) NW FROM WICHITA FALLS.
 DO0647'12.4 KM (7.7 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0647'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, 0.3 KM (0.2 MI)
 DO0647'EAST OF MILPOST 122, 0.5 KM (0.3 MI) EAST OF THE INTERSECTION OF RIFLE
 DO0647'RANGE ROAD, 8.2 METERS (26.9 FT) SOUTH OF THE NEAR RAIL, AND 1.0 METER
 DO0647'(3.3 FT) NORTH OF UTILITY POLE NUMBER 41G.  NOTE=ACCESS TO THE DATUM
 DO0647'POINT IS THROUGH A 5-INCH LOGO CAP.
 DO0647'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DO0647'THE MARK IS 1.0 M BELOW THE TRACKS.
 DO0647
 DO0647                          STATION RECOVERY (2002)
 DO0647
 DO0647'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 DO0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0540 ***********************************************************************
 EM0540  DESIGNATION -  X 1483
 EM0540  PID         -  EM0540
 EM0540  STATE/COUNTY-  TX/WILBARGER
 EM0540  USGS QUAD   -  VERNON (1983)
 EM0540
 EM0540                         *CURRENT SURVEY CONTROL
 EM0540  ___________________________________________________________________
 EM0540* NAD 83(1986)-  34 09 16.     (N)    099 15 17.     (W)     SCALED    
 EM0540* NAVD 88     -       367.479  (meters)    1205.64   (feet)  ADJUSTED  
 EM0540  ___________________________________________________________________
 EM0540  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EM0540  DYNAMIC HT  -         367.067 (meters)    1204.29  (feet)  COMP
 EM0540  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 EM0540
 EM0540  VERT ORDER  -  FIRST     CLASS II
 EM0540
 EM0540.The horizontal coordinates were scaled from a topographic map and have
 EM0540.an estimated accuracy of +/- 6 seconds.
 EM0540
 EM0540.The orthometric height was determined by differential leveling
 EM0540.and adjusted by the National Geodetic Survey in June 1991..
 EM0540
 EM0540.The geoid height was determined by GEOID03.
 EM0540
 EM0540.The dynamic height is computed by dividing the NAVD 88
 EM0540.geopotential number by the normal gravity value computed on the
 EM0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0540.degrees latitude (g = 980.6199 gals.).
 EM0540
 EM0540.The modeled gravity was interpolated from observed gravity values.
 EM0540
 EM0540;                    North         East    Units  Estimated Accuracy
 EM0540;SPC TXNC     - 2,276,140.      530,400.      MT  (+/- 180 meters Scaled)
 EM0540
 EM0540                          SUPERSEDED SURVEY CONTROL
 EM0540
 EM0540.No superseded survey control is available for this station.
 EM0540
 EM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC765793(NAD 83)
 EM0540_MARKER: DB = BENCH MARK DISK
 EM0540_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0540_SP_SET: ABUTMENT
 EM0540_STAMPING: X 1483 1984
 EM0540_MARK LOGO: NGS   
 EM0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0540
 EM0540  HISTORY     - Date     Condition        Report By
 EM0540  HISTORY     - 1984     MONUMENTED       NGS
 EM0540
 EM0540                          STATION DESCRIPTION
 EM0540
 EM0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0540'2.9 KM (1.8 MI) SE FROM VERNON.
 EM0540'2.9 KM (1.8 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0540'FROM THE STATION IN VERNON, IN TOP OF AND 0.6 METER (2.0 FT) WEST OF
 EM0540'THE EAST END OF THE NORTH CONCRETE ABUTMENT OF FARM ROAD 1949 OVERPASS
 EM0540'OVER THE TRACKS, 36.6 METERS (120.1 FT) SOUTH OF THE NEAR RAIL, AND
 EM0540'3.5 METERS (11.5 FT) EAST OF THE CENTERLINE OF THE ROAD.
 EM0540'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0597 ***********************************************************************
 EN0597  DESIGNATION -  X 1484
 EN0597  PID         -  EN0597
 EN0597  STATE/COUNTY-  TX/HALL
 EN0597  USGS QUAD   -  ESTELLINE (1985)
 EN0597
 EN0597                         *CURRENT SURVEY CONTROL
 EN0597  ___________________________________________________________________
 EN0597* NAD 83(1986)-  34 34 24.     (N)    100 26 09.     (W)     SCALED    
 EN0597* NAVD 88     -       539.549  (meters)    1770.17   (feet)  ADJUSTED  
 EN0597  ___________________________________________________________________
 EN0597  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EN0597  DYNAMIC HT  -         538.938 (meters)    1768.17  (feet)  COMP
 EN0597  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 EN0597
 EN0597  VERT ORDER  -  FIRST     CLASS II
 EN0597
 EN0597.The horizontal coordinates were scaled from a topographic map and have
 EN0597.an estimated accuracy of +/- 6 seconds.
 EN0597
 EN0597.The orthometric height was determined by differential leveling
 EN0597.and adjusted by the National Geodetic Survey in June 1991..
 EN0597
 EN0597.The geoid height was determined by GEOID03.
 EN0597
 EN0597.The dynamic height is computed by dividing the NAVD 88
 EN0597.geopotential number by the normal gravity value computed on the
 EN0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0597.degrees latitude (g = 980.6199 gals.).
 EN0597
 EN0597.The modeled gravity was interpolated from observed gravity values.
 EN0597
 EN0597;                    North         East    Units  Estimated Accuracy
 EN0597;SPC TX N     - 1,064,130.      297,650.      MT  (+/- 180 meters Scaled)
 EN0597
 EN0597                          SUPERSEDED SURVEY CONTROL
 EN0597
 EN0597.No superseded survey control is available for this station.
 EN0597
 EN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD682266(NAD 83)
 EN0597_MARKER: DB = BENCH MARK DISK
 EN0597_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EN0597_SP_SET: PIER
 EN0597_STAMPING: X 1484 1984
 EN0597_MARK LOGO: NGS   
 EN0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0597+STABILITY: POSITION/ELEVATION WELL
 EN0597
 EN0597  HISTORY     - Date     Condition        Report By
 EN0597  HISTORY     - 1984     MONUMENTED       NGS
 EN0597
 EN0597                          STATION DESCRIPTION
 EN0597
 EN0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0597'19.9 KM (12.35 MI) SE FROM MEMPHIS.
 EN0597'19.9 KM (12.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0597'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, SET VERTICALLY IN THE WEST
 EN0597'FACE OF THE MOST WESTERLY 1 OF 3 COLUMNS OF THE FIRST PIER SOUTH OF
 EN0597'THE NORTH CONCRETE ABUTMENT OF THE SOUTHEAST BOUND LANES OF A HIGHWAY
 EN0597'BRIDGE OVER THE PRAIRIE DOG TOWN FORK OF THE RED RIVER.
 EN0597'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0935 ***********************************************************************
 DN0935  DESIGNATION -  X 1485
 DN0935  PID         -  DN0935
 DN0935  STATE/COUNTY-  TX/WISE
 DN0935  USGS QUAD   -  ALVORD (1976)
 DN0935
 DN0935                         *CURRENT SURVEY CONTROL
 DN0935  ___________________________________________________________________
 DN0935* NAD 83(1986)-  33 22 00.     (N)    097 42 14.     (W)     SCALED    
 DN0935* NAVD 88     -       252.733  (meters)     829.17   (feet)  ADJUSTED  
 DN0935  ___________________________________________________________________
 DN0935  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DN0935  DYNAMIC HT  -         252.450 (meters)     828.25  (feet)  COMP
 DN0935  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 DN0935
 DN0935  VERT ORDER  -  FIRST     CLASS II
 DN0935
 DN0935.The horizontal coordinates were scaled from a topographic map and have
 DN0935.an estimated accuracy of +/- 6 seconds.
 DN0935
 DN0935.The orthometric height was determined by differential leveling
 DN0935.and adjusted by the National Geodetic Survey in June 1991..
 DN0935
 DN0935.The geoid height was determined by GEOID03.
 DN0935
 DN0935.The dynamic height is computed by dividing the NAVD 88
 DN0935.geopotential number by the normal gravity value computed on the
 DN0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0935.degrees latitude (g = 980.6199 gals.).
 DN0935
 DN0935.The modeled gravity was interpolated from observed gravity values.
 DN0935
 DN0935;                    North         East    Units  Estimated Accuracy
 DN0935;SPC TXNC     - 2,188,800.      674,080.      MT  (+/- 180 meters Scaled)
 DN0935
 DN0935                          SUPERSEDED SURVEY CONTROL
 DN0935
 DN0935.No superseded survey control is available for this station.
 DN0935
 DN0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB205926(NAD 83)
 DN0935_MARKER: I = METAL ROD
 DN0935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0935_SP_SET: STAINLESS STEEL ROD
 DN0935_STAMPING: X 1485 1984
 DN0935_MARK LOGO: NGS   
 DN0935_PROJECTION: FLUSH
 DN0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0935_ROD/PIPE-DEPTH: 6.7  meters
 DN0935
 DN0935  HISTORY     - Date     Condition        Report By
 DN0935  HISTORY     - 1984     MONUMENTED       NGS
 DN0935
 DN0935                          STATION DESCRIPTION
 DN0935
 DN0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0935'19.6 KM (12.2 MI) NW FROM DECATUR.
 DN0935'1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE BURLINGTON NORTHERN
 DN0935'RAILROAD STATION IN DECATUR, THENCE 18.0 KM (11.2 MI) NORTHWESTERLY
 DN0935'ALONG U.S. HIGHWAYS 287 AND 81, THENCE 0.1 KM (0.05 MI) EAST ALONG A
 DN0935'PAVED ROAD, 52.0 METERS (170.6 FT) SOUTH OF THE CENTERLINE OF THE
 DN0935'ROAD, 15.1 METERS (49.5 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAYS
 DN0935'287 AND 81 BUSINESS, 9.0 METERS (29.5 FT) NORTH OF THE CENTER OF A
 DN0935'FIELD ENTRANCE, AND 0.3 METER (1.0 FT) EAST OF A FENCE.  NOTE=ACCESS
 DN0935'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0935'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DN0935'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0620 ***********************************************************************
 DO0620  DESIGNATION -  X 1486
 DO0620  PID         -  DO0620
 DO0620  STATE/COUNTY-  TX/CLAY
 DO0620  USGS QUAD   -  BELLEVUE (1968)
 DO0620
 DO0620                         *CURRENT SURVEY CONTROL
 DO0620  ___________________________________________________________________
 DO0620* NAD 83(1986)-  33 44 02.     (N)    098 06 26.     (W)     SCALED    
 DO0620* NAVD 88     -       276.522  (meters)     907.22   (feet)  ADJUSTED  
 DO0620  ___________________________________________________________________
 DO0620  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DO0620  DYNAMIC HT  -         276.215 (meters)     906.22  (feet)  COMP
 DO0620  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 DO0620
 DO0620  VERT ORDER  -  FIRST     CLASS II
 DO0620
 DO0620.The horizontal coordinates were scaled from a topographic map and have
 DO0620.an estimated accuracy of +/- 6 seconds.
 DO0620
 DO0620.The orthometric height was determined by differential leveling
 DO0620.and adjusted by the National Geodetic Survey in June 1991..
 DO0620
 DO0620.The geoid height was determined by GEOID03.
 DO0620
 DO0620.The dynamic height is computed by dividing the NAVD 88
 DO0620.geopotential number by the normal gravity value computed on the
 DO0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0620.degrees latitude (g = 980.6199 gals.).
 DO0620
 DO0620.The modeled gravity was interpolated from observed gravity values.
 DO0620
 DO0620;                    North         East    Units  Estimated Accuracy
 DO0620;SPC TXNC     - 2,229,310.      636,400.      MT  (+/- 180 meters Scaled)
 DO0620
 DO0620                          SUPERSEDED SURVEY CONTROL
 DO0620
 DO0620.No superseded survey control is available for this station.
 DO0620
 DO0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC827330(NAD 83)
 DO0620_MARKER: I = METAL ROD
 DO0620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0620_SP_SET: STAINLESS STEEL ROD
 DO0620_STAMPING: X 1486 1984
 DO0620_MARK LOGO: NGS   
 DO0620_PROJECTION: FLUSH
 DO0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0620_ROD/PIPE-DEPTH: 4.3  meters
 DO0620
 DO0620  HISTORY     - Date     Condition        Report By
 DO0620  HISTORY     - 1984     MONUMENTED       NGS
 DO0620
 DO0620                          STATION DESCRIPTION
 DO0620
 DO0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0620'31.9 KM (19.8 MI) NW FROM BOWIE.
 DO0620'31.9 KM (19.8 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0620'FROM THE STATION IN BOWIE, 50.5 METERS (165.7 FT) NORTHEAST OF THE
 DO0620'CENTERLINE OF THE NORTHWEST BOUND LANES OF U.S. HIGHWAY 287,
 DO0620'37.8 METERS (124.0 FT) SOUTHWEST OF THE NEAR RAIL, AND 9.1 METERS
 DO0620'(29.9 FT) NORTHEAST OF THE CENTER OF A CATTLE GUARD AND CONCRETE ROAD.
 DO0620'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DO0620'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 DO0620'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0572 ***********************************************************************
 EM0572  DESIGNATION -  X 1487
 EM0572  PID         -  EM0572
 EM0572  STATE/COUNTY-  TX/HARDEMAN
 EM0572  USGS QUAD   -  GOODLETT (1990)
 EM0572
 EM0572                         *CURRENT SURVEY CONTROL
 EM0572  ___________________________________________________________________
 EM0572* NAD 83(1986)-  34 21 06.     (N)    099 58 10.     (W)     SCALED    
 EM0572* NAVD 88     -       508.161  (meters)    1667.19   (feet)  ADJUSTED  
 EM0572  ___________________________________________________________________
 EM0572  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 EM0572  DYNAMIC HT  -         507.587 (meters)    1665.31  (feet)  COMP
 EM0572  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 EM0572
 EM0572  VERT ORDER  -  FIRST     CLASS II
 EM0572
 EM0572.The horizontal coordinates were scaled from a topographic map and have
 EM0572.an estimated accuracy of +/- 6 seconds.
 EM0572
 EM0572.The orthometric height was determined by differential leveling
 EM0572.and adjusted by the National Geodetic Survey in June 1991..
 EM0572
 EM0572.The geoid height was determined by GEOID03.
 EM0572
 EM0572.The dynamic height is computed by dividing the NAVD 88
 EM0572.geopotential number by the normal gravity value computed on the
 EM0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0572.degrees latitude (g = 980.6199 gals.).
 EM0572
 EM0572.The modeled gravity was interpolated from observed gravity values.
 EM0572
 EM0572;                    North         East    Units  Estimated Accuracy
 EM0572;SPC TXNC     - 2,298,710.      464,790.      MT  (+/- 180 meters Scaled)
 EM0572
 EM0572                          SUPERSEDED SURVEY CONTROL
 EM0572
 EM0572.No superseded survey control is available for this station.
 EM0572
 EM0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD108015(NAD 83)
 EM0572_MARKER: I = METAL ROD
 EM0572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM0572_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EM0572_STAMPING: X 1487 1984
 EM0572_MARK LOGO: NGS   
 EM0572_PROJECTION: FLUSH
 EM0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0572+STABILITY: POSITION/ELEVATION WELL
 EM0572_ROD/PIPE-DEPTH: 10.1 meters
 EM0572_SLEEVE-DEPTH  : 8.9 meters
 EM0572
 EM0572  HISTORY     - Date     Condition        Report By
 EM0572  HISTORY     - 1984     MONUMENTED       NGS
 EM0572
 EM0572                          STATION DESCRIPTION
 EM0572
 EM0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0572'23.2 KM (14.4 MI) NW FROM QUANAH.
 EM0572'22.6 KM (14.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0572'JUNCTION WITH STATE HIGHWAY 6 IN QUANAH, THENCE 0.6 KM (0.35 MI)
 EM0572'SOUTHERLY ALONG FARM ROAD 268, 29.2 M (95.8 FT) NORTH OF THE NEAR RAIL
 EM0572'OF THE BURLINGTON NORTHERN RAILROAD TRACKS, 19.0 M (62.3 FT) EAST OF
 EM0572'THE CENTER OF THE ROAD, 5.1 M (16.7 FT) SOUTHEAST OF A UTILITY POLE
 EM0572'WITH A GUY WIRE, AND 3.3 M (10.8 FT) EAST OF A FENCE CORNER.
 EM0572'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0572'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST AND FENCE
 EM0572'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1305 ***********************************************************************
 GL1305  DESIGNATION -  X 1488
 GL1305  PID         -  GL1305
 GL1305  STATE/COUNTY-  TX/DALLAM
 GL1305  USGS QUAD   -  COLDWATER EAST (1973)
 GL1305
 GL1305                         *CURRENT SURVEY CONTROL
 GL1305  ___________________________________________________________________
 GL1305* NAD 83(1986)-  36 26 49.     (N)    102 32 25.     (W)     SCALED    
 GL1305* NAVD 88     -      1249.564  (meters)    4099.61   (feet)  ADJUSTED  
 GL1305  ___________________________________________________________________
 GL1305  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 GL1305  DYNAMIC HT  -        1248.164 (meters)    4095.02  (feet)  COMP
 GL1305  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 GL1305
 GL1305  VERT ORDER  -  FIRST     CLASS II
 GL1305
 GL1305.The horizontal coordinates were scaled from a topographic map and have
 GL1305.an estimated accuracy of +/- 6 seconds.
 GL1305
 GL1305.The orthometric height was determined by differential leveling
 GL1305.and adjusted by the National Geodetic Survey in June 1991..
 GL1305
 GL1305.The geoid height was determined by GEOID03.
 GL1305
 GL1305.The dynamic height is computed by dividing the NAVD 88
 GL1305.geopotential number by the normal gravity value computed on the
 GL1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1305.degrees latitude (g = 980.6199 gals.).
 GL1305
 GL1305.The modeled gravity was interpolated from observed gravity values.
 GL1305
 GL1305;                    North         East    Units  Estimated Accuracy
 GL1305;SPC TX N     - 1,271,960.      106,730.      MT  (+/- 180 meters Scaled)
 GL1305
 GL1305                          SUPERSEDED SURVEY CONTROL
 GL1305
 GL1305.No superseded survey control is available for this station.
 GL1305
 GL1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA204363(NAD 83)
 GL1305_MARKER: I = METAL ROD
 GL1305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1305_SP_SET: STAINLESS STEEL ROD
 GL1305_STAMPING: X 1488 1985
 GL1305_MARK LOGO: NGS   
 GL1305_PROJECTION: FLUSH
 GL1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1305_ROD/PIPE-DEPTH: 4.3  meters
 GL1305
 GL1305  HISTORY     - Date     Condition        Report By
 GL1305  HISTORY     - 1985     MONUMENTED       NGS
 GL1305
 GL1305                          STATION DESCRIPTION
 GL1305
 GL1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1305'33.7 KM (20.95 MI) SOUT FROM BOISE CITY OK.
 GL1305'33.7 KM (20.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 GL1305'COURTHOUSE IN BOISE CITY, 0.9 KM (0.55 MI) SOUTH OF FARM ROAD 296,
 GL1305'40.2 M (131.9 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING WEST, AND
 GL1305'22.9 M (75.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS
 GL1305'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1305'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GL1305'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0615 ***********************************************************************
 EN0615  DESIGNATION -  X 1489
 EN0615  PID         -  EN0615
 EN0615  STATE/COUNTY-  TX/DONLEY
 EN0615  USGS QUAD   -  HEDLEY (1982)
 EN0615
 EN0615                         *CURRENT SURVEY CONTROL
 EN0615  ___________________________________________________________________
 EN0615* NAD 83(1986)-  34 51 01.     (N)    100 38 40.     (W)     SCALED    
 EN0615* NAVD 88     -       775.977  (meters)    2545.85   (feet)  ADJUSTED  
 EN0615  ___________________________________________________________________
 EN0615  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EN0615  DYNAMIC HT  -         775.094 (meters)    2542.95  (feet)  COMP
 EN0615  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 EN0615
 EN0615  VERT ORDER  -  FIRST     CLASS II
 EN0615
 EN0615.The horizontal coordinates were scaled from a topographic map and have
 EN0615.an estimated accuracy of +/- 6 seconds.
 EN0615
 EN0615.The orthometric height was determined by differential leveling
 EN0615.and adjusted by the National Geodetic Survey in June 1991..
 EN0615
 EN0615.The geoid height was determined by GEOID03.
 EN0615
 EN0615.The dynamic height is computed by dividing the NAVD 88
 EN0615.geopotential number by the normal gravity value computed on the
 EN0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0615.degrees latitude (g = 980.6199 gals.).
 EN0615
 EN0615.The modeled gravity was interpolated from observed gravity values.
 EN0615
 EN0615;                    North         East    Units  Estimated Accuracy
 EN0615;SPC TX N     - 1,094,670.      278,240.      MT  (+/- 180 meters Scaled)
 EN0615
 EN0615                          SUPERSEDED SURVEY CONTROL
 EN0615
 EN0615.No superseded survey control is available for this station.
 EN0615
 EN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD496576(NAD 83)
 EN0615_MARKER: I = METAL ROD
 EN0615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0615_SP_SET: STAINLESS STEEL ROD
 EN0615_STAMPING: X 1489 1984
 EN0615_MARK LOGO: NGS   
 EN0615_PROJECTION: FLUSH
 EN0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0615_ROD/PIPE-DEPTH: 4.3  meters
 EN0615
 EN0615  HISTORY     - Date     Condition        Report By
 EN0615  HISTORY     - 1984     MONUMENTED       NGS
 EN0615
 EN0615                          STATION DESCRIPTION
 EN0615
 EN0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0615'17.6 KM (10.95 MI) NW FROM MEMPHIS.
 EN0615'17.6 KM (10.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0615'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 52.4 M (171.9 FT)
 EN0615'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EN0615'HIGHWAY, 23.7 M (77.8 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON
 EN0615'NORTHERN RAILROAD, 11.2 M (36.7 FT) SOUTHEAST OF THE CENTER OF A TRACK
 EN0615'ROAD LEADING NORTHEAST TO THE RAILROAD TRACKS, AND 1.3 M (4.3 FT)
 EN0615'SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 EN0615'THROUGH A 5-INCH LOGO CAP.
 EN0615'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EN0615'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0002 ***********************************************************************
 CS0002  DESIGNATION -  X 149
 CS0002  PID         -  CS0002
 CS0002  STATE/COUNTY-  TX/ROCKWALL
 CS0002  USGS QUAD   -  ROCKWALL (1973)
 CS0002
 CS0002                         *CURRENT SURVEY CONTROL
 CS0002  ___________________________________________________________________
 CS0002* NAD 83(1986)-  32 55 44.     (N)    096 28 14.     (W)     SCALED    
 CS0002* NAVD 88     -       137.831  (meters)     452.20   (feet)  ADJUSTED  
 CS0002  ___________________________________________________________________
 CS0002  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0002  DYNAMIC HT  -         137.681 (meters)     451.71  (feet)  COMP
 CS0002  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 CS0002
 CS0002  VERT ORDER  -  FIRST     CLASS II
 CS0002
 CS0002.The horizontal coordinates were scaled from a topographic map and have
 CS0002.an estimated accuracy of +/- 6 seconds.
 CS0002
 CS0002.The orthometric height was determined by differential leveling
 CS0002.and adjusted by the National Geodetic Survey in June 1991..
 CS0002
 CS0002.The geoid height was determined by GEOID03.
 CS0002
 CS0002.The dynamic height is computed by dividing the NAVD 88
 CS0002.geopotential number by the normal gravity value computed on the
 CS0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0002.degrees latitude (g = 980.6199 gals.).
 CS0002
 CS0002.The modeled gravity was interpolated from observed gravity values.
 CS0002
 CS0002;                    North         East    Units  Estimated Accuracy
 CS0002;SPC TXNC     - 2,141,800.      789,780.      MT  (+/- 180 meters Scaled)
 CS0002
 CS0002                          SUPERSEDED SURVEY CONTROL
 CS0002
 CS0002  NGVD 29 (??/??/92)  137.861  (m)          452.30   (f) ADJ UNCH    1 2
 CS0002
 CS0002.Superseded values are not recommended for survey control.
 CS0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0002.See file dsdata.txt to determine how the superseded data were derived.
 CS0002
 CS0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB365462(NAD 83)
 CS0002_MARKER: DB = BENCH MARK DISK
 CS0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0002_SP_SET: CULVERT
 CS0002_STAMPING: X 149 1939
 CS0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0002
 CS0002  HISTORY     - Date     Condition        Report By
 CS0002  HISTORY     - 1939     MONUMENTED       CGS
 CS0002  HISTORY     - 1946     GOOD             NGS
 CS0002  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0002
 CS0002                          STATION DESCRIPTION
 CS0002
 CS0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CS0002'0.7 MI W FROM ROCKWALL.
 CS0002'ON U.S. HIGHWAY NO. 67 0.7 MILES WEST OF COURT HOUSE.  ON TOP OF THE
 CS0002'EAST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE BOX HIGHWAY
 CS0002'CULVERT.  21.0 FT. SOUTH OF THE CENTERLINE OF HIGHWAY.  2.0 FT. BELOW
 CS0002'THE SURFACE OF HIGHWAY.  A STANDARD DISK STAMPED X 149 1939.
 CS0002
 CS0002                          STATION RECOVERY (1946)
 CS0002
 CS0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0002'RECOVERED IN GOOD CONDITION.
 CS0002
 CS0002                          STATION RECOVERY (1986)
 CS0002
 CS0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1600 ***********************************************************************
 FL1600  DESIGNATION -  X 1490
 FL1600  PID         -  FL1600
 FL1600  STATE/COUNTY-  TX/CARSON
 FL1600  USGS QUAD   -  CLAUDE NE (1983)
 FL1600
 FL1600                         *CURRENT SURVEY CONTROL
 FL1600  ___________________________________________________________________
 FL1600* NAD 83(1986)-  35 12 26.     (N)    101 19 46.     (W)     SCALED    
 FL1600* NAVD 88     -      1051.739  (meters)    3450.58   (feet)  ADJUSTED  
 FL1600  ___________________________________________________________________
 FL1600  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL1600  DYNAMIC HT  -        1050.504 (meters)    3446.53  (feet)  COMP
 FL1600  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 FL1600
 FL1600  VERT ORDER  -  FIRST     CLASS II
 FL1600
 FL1600.The horizontal coordinates were scaled from a topographic map and have
 FL1600.an estimated accuracy of +/- 6 seconds.
 FL1600
 FL1600.The orthometric height was determined by differential leveling
 FL1600.and adjusted by the National Geodetic Survey in June 1991..
 FL1600
 FL1600.The geoid height was determined by GEOID03.
 FL1600
 FL1600.The dynamic height is computed by dividing the NAVD 88
 FL1600.geopotential number by the normal gravity value computed on the
 FL1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1600.degrees latitude (g = 980.6199 gals.).
 FL1600
 FL1600.The modeled gravity was interpolated from observed gravity values.
 FL1600
 FL1600;                    North         East    Units  Estimated Accuracy
 FL1600;SPC TX N     - 1,133,940.      215,530.      MT  (+/- 180 meters Scaled)
 FL1600
 FL1600                          SUPERSEDED SURVEY CONTROL
 FL1600
 FL1600.No superseded survey control is available for this station.
 FL1600
 FL1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD879985(NAD 83)
 FL1600_MARKER: DB = BENCH MARK DISK
 FL1600_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1600_SP_SET: PIER
 FL1600_STAMPING: X 1490 1984
 FL1600_MARK LOGO: NGS   
 FL1600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1600+STABILITY: POSITION/ELEVATION WELL
 FL1600
 FL1600  HISTORY     - Date     Condition        Report By
 FL1600  HISTORY     - 1984     MONUMENTED       NGS
 FL1600
 FL1600                          STATION DESCRIPTION
 FL1600
 FL1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1600'38.8 KM (24.1 MI) WEST FROM JERICHO.
 FL1600'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1600'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 38.8 KM (24.1
 FL1600'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, SET
 FL1600'VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 2 COLUMNS OF
 FL1600'THE FIRST PIER NORTH OF THE RAILROAD TRACKS OF A FARM ROAD OVERPASS
 FL1600'OF THE TRACKS, 18.3 M (60.0 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE
 FL1600'ROAD, 8.6 M (28.2 FT) NORTH OF THE NEAR RAIL, AND 2.8 M (9.2 FT) EAST
 FL1600'OF THE CENTER OF THE FARM ROAD.
 FL1600'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1591 ***********************************************************************
 FL1591  DESIGNATION -  X 1491
 FL1591  PID         -  FL1591
 FL1591  STATE/COUNTY-  TX/POTTER
 FL1591  USGS QUAD   -  PULLMAN (1973)
 FL1591
 FL1591                         *CURRENT SURVEY CONTROL
 FL1591  ___________________________________________________________________
 FL1591* NAD 83(1986)-  35 12 18.     (N)    101 40 18.     (W)     SCALED    
 FL1591* NAVD 88     -      1085.470  (meters)    3561.25   (feet)  ADJUSTED  
 FL1591  ___________________________________________________________________
 FL1591  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL1591  DYNAMIC HT  -        1084.178 (meters)    3557.01  (feet)  COMP
 FL1591  MODELED GRAV-     979,407.3   (mgal)                       NAVD 88
 FL1591
 FL1591  VERT ORDER  -  FIRST     CLASS II
 FL1591
 FL1591.The horizontal coordinates were scaled from a topographic map and have
 FL1591.an estimated accuracy of +/- 6 seconds.
 FL1591
 FL1591.The orthometric height was determined by differential leveling
 FL1591.and adjusted by the National Geodetic Survey in June 1991..
 FL1591
 FL1591.The geoid height was determined by GEOID03.
 FL1591
 FL1591.The dynamic height is computed by dividing the NAVD 88
 FL1591.geopotential number by the normal gravity value computed on the
 FL1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1591.degrees latitude (g = 980.6199 gals.).
 FL1591
 FL1591.The modeled gravity was interpolated from observed gravity values.
 FL1591
 FL1591;                    North         East    Units  Estimated Accuracy
 FL1591;SPC TX N     - 1,133,690.      184,370.      MT  (+/- 180 meters Scaled)
 FL1591
 FL1591                          SUPERSEDED SURVEY CONTROL
 FL1591
 FL1591.No superseded survey control is available for this station.
 FL1591
 FL1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD567990(NAD 83)
 FL1591_MARKER: DB = BENCH MARK DISK
 FL1591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1591_SP_SET: PIER
 FL1591_STAMPING: X 1491 1984
 FL1591_MARK LOGO: NGS   
 FL1591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1591+STABILITY: POSITION/ELEVATION WELL
 FL1591
 FL1591  HISTORY     - Date     Condition        Report By
 FL1591  HISTORY     - 1984     MONUMENTED       NGS
 FL1591
 FL1591                          STATION DESCRIPTION
 FL1591
 FL1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1591'15.8 KM (9.8 MI) EAST FROM AMARILLO.
 FL1591'15.8 KM (9.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1591'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, SET VERTICALLY IN
 FL1591'THE NORTH FACE OF THE MOST NORTHERLY 1 OF 3 COLUMNS OF THE FIRST PIER
 FL1591'EAST OF THE WEST ABUTMENT OF THE HIGHWAY OVERPASS OF A FARM ROAD 228
 FL1591'(EXIT 80), 10.2 M (33.5 FT) WEST OF THE CENTERLINE OF THE FARM ROAD,
 FL1591'AND 3.7 M (12.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 FL1591'OF THE INTERSTATE HIGHWAY.
 FL1591'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0815 ***********************************************************************
 FM0815  DESIGNATION -  X 1492
 FM0815  PID         -  FM0815
 FM0815  STATE/COUNTY-  TX/POTTER
 FM0815  USGS QUAD   -  BODEN (1966)
 FM0815
 FM0815                         *CURRENT SURVEY CONTROL
 FM0815  ___________________________________________________________________
 FM0815* NAD 83(1986)-  35 24 50.     (N)    102 05 44.     (W)     SCALED    
 FM0815* NAVD 88     -      1020.767  (meters)    3348.97   (feet)  ADJUSTED  
 FM0815  ___________________________________________________________________
 FM0815  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FM0815  DYNAMIC HT  -        1019.567 (meters)    3345.03  (feet)  COMP
 FM0815  MODELED GRAV-     979,423.9   (mgal)                       NAVD 88
 FM0815
 FM0815  VERT ORDER  -  FIRST     CLASS II
 FM0815
 FM0815.The horizontal coordinates were scaled from a topographic map and have
 FM0815.an estimated accuracy of +/- 6 seconds.
 FM0815
 FM0815.The orthometric height was determined by differential leveling
 FM0815.and adjusted by the National Geodetic Survey in June 1991..
 FM0815
 FM0815.The geoid height was determined by GEOID03.
 FM0815
 FM0815.The dynamic height is computed by dividing the NAVD 88
 FM0815.geopotential number by the normal gravity value computed on the
 FM0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0815.degrees latitude (g = 980.6199 gals.).
 FM0815
 FM0815.The modeled gravity was interpolated from observed gravity values.
 FM0815
 FM0815;                    North         East    Units  Estimated Accuracy
 FM0815;SPC TX N     - 1,157,020.      145,910.      MT  (+/- 180 meters Scaled)
 FM0815
 FM0815                          SUPERSEDED SURVEY CONTROL
 FM0815
 FM0815.No superseded survey control is available for this station.
 FM0815
 FM0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV637228(NAD 83)
 FM0815_MARKER: I = METAL ROD
 FM0815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0815_SP_SET: STAINLESS STEEL ROD
 FM0815_STAMPING: X 1492 1985
 FM0815_MARK LOGO: NGS   
 FM0815_PROJECTION: FLUSH
 FM0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0815_ROD/PIPE-DEPTH: 4.3  meters
 FM0815
 FM0815  HISTORY     - Date     Condition        Report By
 FM0815  HISTORY     - 1985     MONUMENTED       NGS
 FM0815
 FM0815                          STATION DESCRIPTION
 FM0815
 FM0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0815'32.7 KM (20.3 MI) NW FROM AMARILLO.
 FM0815'32.7 KM (20.3 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0815'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 14.9 M (48.9 FT) EAST OF
 FM0815'THE CENTERLINE OF THE ROAD, 11.2 M (36.7 FT) NORTH OF THE CENTER OF A
 FM0815'DIRT ROAD LEADING EAST, AND 1.3 M (4.3 FT) NORTH OF A FENCE CORNER.
 FM0815'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0815'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FM0815'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1550 ***********************************************************************
 FL1550  DESIGNATION -  X 1493
 FL1550  PID         -  FL1550
 FL1550  STATE/COUNTY-  TX/POTTER
 FL1550  USGS QUAD   -  AMARILLO WEST (1973)
 FL1550
 FL1550                         *CURRENT SURVEY CONTROL
 FL1550  ___________________________________________________________________
 FL1550* NAD 83(1986)-  35 13 04.     (N)    101 53 53.     (W)     SCALED    
 FL1550* NAVD 88     -      1102.315  (meters)    3616.51   (feet)  ADJUSTED  
 FL1550  ___________________________________________________________________
 FL1550  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL1550  DYNAMIC HT  -        1101.007 (meters)    3612.22  (feet)  COMP
 FL1550  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 FL1550
 FL1550  VERT ORDER  -  FIRST     CLASS II
 FL1550
 FL1550.The horizontal coordinates were scaled from a topographic map and have
 FL1550.an estimated accuracy of +/- 6 seconds.
 FL1550
 FL1550.The orthometric height was determined by differential leveling
 FL1550.and adjusted by the National Geodetic Survey in June 1991..
 FL1550
 FL1550.The geoid height was determined by GEOID03.
 FL1550
 FL1550.The dynamic height is computed by dividing the NAVD 88
 FL1550.geopotential number by the normal gravity value computed on the
 FL1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1550.degrees latitude (g = 980.6199 gals.).
 FL1550
 FL1550.The modeled gravity was interpolated from observed gravity values.
 FL1550
 FL1550;                    North         East    Units  Estimated Accuracy
 FL1550;SPC TX N     - 1,135,170.      163,760.      MT  (+/- 180 meters Scaled)
 FL1550
 FL1550                          SUPERSEDED SURVEY CONTROL
 FL1550
 FL1550.No superseded survey control is available for this station.
 FL1550
 FL1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE362010(NAD 83)
 FL1550_MARKER: I = METAL ROD
 FL1550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1550_SP_SET: STAINLESS STEEL ROD
 FL1550_STAMPING: X 1493 1985
 FL1550_MARK LOGO: NGS   
 FL1550_PROJECTION: FLUSH
 FL1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1550_ROD/PIPE-DEPTH: 7.0  meters
 FL1550
 FL1550  HISTORY     - Date     Condition        Report By
 FL1550  HISTORY     - 1985     MONUMENTED       NGS
 FL1550
 FL1550                          STATION DESCRIPTION
 FL1550
 FL1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1550'IN AMARILLO.
 FL1550'0.6 KM (0.35 MI) EAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION WITH
 FL1550'RANCH ROAD 1061 IN AMARILLO, 40.3 M (132.2 FT) SOUTHWEST OF THE
 FL1550'NORTHEAST CORNER OF A FENCE AROUND A POWER SUBSTATION, 32.8 M (93.2
 FL1550'FT) SOUTH OF THE SOUTHWEST CORNER OF A PIPE FENCE, 23.9 M (78.4 FT)
 FL1550'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 FL1550'2.8 M (9.2 FT) WEST OF THE CENTER ONE OF THREE UTILITY POLES, AND
 FL1550'2.8 M (9.2 FT) EAST OF THE MOST WESTERLY ONE OF THREE UTILITY POLES.
 FL1550'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0852 ***********************************************************************
 FM0852  DESIGNATION -  X 1494
 FM0852  PID         -  FM0852
 FM0852  STATE/COUNTY-  TX/HARTLEY
 FM0852  USGS QUAD   -  HARTLEY (1973)
 FM0852
 FM0852                         *CURRENT SURVEY CONTROL
 FM0852  ___________________________________________________________________
 FM0852* NAD 83(1986)-  35 57 46.     (N)    102 26 34.     (W)     SCALED    
 FM0852* NAVD 88     -      1195.621  (meters)    3922.63   (feet)  ADJUSTED  
 FM0852  ___________________________________________________________________
 FM0852  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 FM0852  DYNAMIC HT  -        1194.224 (meters)    3918.05  (feet)  COMP
 FM0852  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 FM0852
 FM0852  VERT ORDER  -  FIRST     CLASS II
 FM0852
 FM0852.The horizontal coordinates were scaled from a topographic map and have
 FM0852.an estimated accuracy of +/- 6 seconds.
 FM0852
 FM0852.The orthometric height was determined by differential leveling
 FM0852.and adjusted by the National Geodetic Survey in June 1991..
 FM0852
 FM0852.The geoid height was determined by GEOID03.
 FM0852
 FM0852.The dynamic height is computed by dividing the NAVD 88
 FM0852.geopotential number by the normal gravity value computed on the
 FM0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0852.degrees latitude (g = 980.6199 gals.).
 FM0852
 FM0852.The modeled gravity was interpolated from observed gravity values.
 FM0852
 FM0852;                    North         East    Units  Estimated Accuracy
 FM0852;SPC TX N     - 1,218,150.      114,960.      MT  (+/- 180 meters Scaled)
 FM0852
 FM0852                          SUPERSEDED SURVEY CONTROL
 FM0852
 FM0852.No superseded survey control is available for this station.
 FM0852
 FM0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV306828(NAD 83)
 FM0852_MARKER: I = METAL ROD
 FM0852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0852_SP_SET: STAINLESS STEEL ROD
 FM0852_STAMPING: X 1494 1985
 FM0852_MARK LOGO: NGS   
 FM0852_PROJECTION: FLUSH
 FM0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0852+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0852_ROD/PIPE-DEPTH: 7.6  meters
 FM0852
 FM0852  HISTORY     - Date     Condition        Report By
 FM0852  HISTORY     - 1985     MONUMENTED       NGS
 FM0852  HISTORY     - 20040805 GOOD             USPSQD
 FM0852
 FM0852                          STATION DESCRIPTION
 FM0852
 FM0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0852'13.6 KM (8.45 MI) SOUTH FROM DALHART.
 FM0852'13.6 KM (8.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0852'WITH U.S. HIGHWAY 54 IN DALHART, 45.3 M (148.6 FT) SOUTHWEST OF THE
 FM0852'CENTERLINE OF THE HIGHWAY, 13.9 M (45.6 FT) SOUTHWEST OF THE NEAR
 FM0852'RAIL, 13.3 M (43.6 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD, AND
 FM0852'3.0 M (9.8 FT) NORTHWEST OF A FENCE CORNER. NOTE--ACCESS TO DATUM
 FM0852'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0852'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 FM0852'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FM0852
 FM0852                          STATION RECOVERY (2004)
 FM0852
 FM0852'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0852'FOUND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2539 ***********************************************************************
 CS2539  DESIGNATION -  X 1495
 CS2539  PID         -  CS2539
 CS2539  STATE/COUNTY-  TX/DALLAS
 CS2539  USGS QUAD   -  DALLAS (1981)
 CS2539
 CS2539                         *CURRENT SURVEY CONTROL
 CS2539  ___________________________________________________________________
 CS2539* NAD 83(1986)-  32 46 28.     (N)    096 51 24.     (W)     SCALED    
 CS2539* NAVD 88     -       131.445  (meters)     431.25   (feet)  ADJUSTED  
 CS2539  ___________________________________________________________________
 CS2539  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CS2539  DYNAMIC HT  -         131.294 (meters)     430.75  (feet)  COMP
 CS2539  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 CS2539
 CS2539  VERT ORDER  -  FIRST     CLASS II
 CS2539
 CS2539.The horizontal coordinates were scaled from a topographic map and have
 CS2539.an estimated accuracy of +/- 6 seconds.
 CS2539
 CS2539.The orthometric height was determined by differential leveling
 CS2539.and adjusted by the National Geodetic Survey in June 1991..
 CS2539
 CS2539.The geoid height was determined by GEOID03.
 CS2539
 CS2539.The dynamic height is computed by dividing the NAVD 88
 CS2539.geopotential number by the normal gravity value computed on the
 CS2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2539.degrees latitude (g = 980.6199 gals.).
 CS2539
 CS2539.The modeled gravity was interpolated from observed gravity values.
 CS2539
 CS2539;                    North         East    Units  Estimated Accuracy
 CS2539;SPC TXNC     - 2,124,050.      753,940.      MT  (+/- 180 meters Scaled)
 CS2539
 CS2539                          SUPERSEDED SURVEY CONTROL
 CS2539
 CS2539.No superseded survey control is available for this station.
 CS2539
 CS2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB007283(NAD 83)
 CS2539_MARKER: DB = BENCH MARK DISK
 CS2539_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2539_SP_SET: PIER
 CS2539_STAMPING: X 1495 1986
 CS2539_MARK LOGO: NGS   
 CS2539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2539+STABILITY: POSITION/ELEVATION WELL
 CS2539
 CS2539  HISTORY     - Date     Condition        Report By
 CS2539  HISTORY     - 1986     MONUMENTED       NGS
 CS2539
 CS2539                          STATION DESCRIPTION
 CS2539
 CS2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2539'IN DALLAS.
 CS2539'IN DALLAS, AT THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD AND
 CS2539'HAMPTON ROAD, SET VERTICALLY IN THE NORTH FACE OF THE MOST WESTERLY 1
 CS2539'OF 3 COLUMNS OF THE 6TH PIER NORTH OF THE SOUTH ABUTMENT OF THE ROAD
 CS2539'OVERPASS OF THE RAILROAD, 12.6 M (41.3 FT) SOUTH OF THE NEAR RAIL, AND
 CS2539'6.1 M (20.0 FT) WEST OF THE CENTER OF THE OVERPASS.
 CS2539'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6330 ***********************************************************************
 AC6330  DESIGNATION -  X 1496
 AC6330  PID         -  AC6330
 AC6330  STATE/COUNTY-  TX/HARRIS
 AC6330  USGS QUAD   -  HUMBLE (1995)
 AC6330
 AC6330                         *CURRENT SURVEY CONTROL
 AC6330  ___________________________________________________________________
 AC6330* NAD 83(1986)-  29 55 50.     (N)    095 20 49.     (W)     SCALED    
 AC6330* NAVD 88     -        21.825  (meters)      71.60   (feet)  ADJUSTED  
 AC6330  ___________________________________________________________________
 AC6330  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AC6330  DYNAMIC HT  -          21.795 (meters)      71.51  (feet)  COMP
 AC6330  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 AC6330
 AC6330  VERT ORDER  -  FIRST     CLASS II
 AC6330
 AC6330.The horizontal coordinates were scaled from a topographic map and have
 AC6330.an estimated accuracy of +/- 6 seconds.
 AC6330
 AC6330.The orthometric height was determined by differential leveling
 AC6330.and adjusted by the National Geodetic Survey in July 2002..
 AC6330
 AC6330.The geoid height was determined by GEOID03.
 AC6330
 AC6330.The dynamic height is computed by dividing the NAVD 88
 AC6330.geopotential number by the normal gravity value computed on the
 AC6330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6330.degrees latitude (g = 980.6199 gals.).
 AC6330
 AC6330.The modeled gravity was interpolated from observed gravity values.
 AC6330
 AC6330;                    North         East    Units  Estimated Accuracy
 AC6330;SPC TXSC     - 4,237,940.      952,630.      MT  (+/- 180 meters Scaled)
 AC6330
 AC6330                          SUPERSEDED SURVEY CONTROL
 AC6330
 AC6330.No superseded survey control is available for this station.
 AC6330
 AC6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP734134(NAD 83)
 AC6330_MARKER: DV = VERTICAL CONTROL DISK
 AC6330_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC6330_SP_SET: BRIDGE ABUTMENT
 AC6330_STAMPING: X 1496 1996
 AC6330_MARK LOGO: NGS   
 AC6330_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6330+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AC6330
 AC6330  HISTORY     - Date     Condition        Report By
 AC6330  HISTORY     - 1996     MONUMENTED       NGS
 AC6330  HISTORY     - 20051015 GOOD             USPSQD
 AC6330
 AC6330                          STATION DESCRIPTION
 AC6330
 AC6330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6330'1.5 KM (0.95 MI) WESTERLY ALONG ALDINE BENDER ROAD FROM THE JUNCTION
 AC6330'OF JOHN F.  KENNEDY BOULEVARD IN HUMBLE, IN TOP OF AND 0.5 M (1.6 FT)
 AC6330'NORTH OF THE SOUTH END OF A ROAD BRIDGE SPANNING GREENS BAYOU, 14.0 M
 AC6330'(45.9 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTER, 5.6 M (18.4 FT)
 AC6330'WEST OF THE EAST END OF THE ABUTMENT, 1.0 M (3.3 FT) SOUTH OF THE
 AC6330'SOUTH BRIDGE RAIL, AND 0.3 M (1.0 FT) NORTH OF A PIPE GUARD RAIL.
 AC6330
 AC6330                          STATION RECOVERY (2005)
 AC6330
 AC6330'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6330'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1014 ***********************************************************************
 DN1014  DESIGNATION -  X 1497
 DN1014  PID         -  DN1014
 DN1014  STATE/COUNTY-  TX/HUNT
 DN1014  USGS QUAD   -  GREENVILLE NE (1963)
 DN1014
 DN1014                         *CURRENT SURVEY CONTROL
 DN1014  ___________________________________________________________________
 DN1014* NAD 83(1986)-  33 08 09.     (N)    096 07 15.     (W)     SCALED    
 DN1014* NAVD 88     -       173.343  (meters)     568.71   (feet)  ADJUSTED  
 DN1014  ___________________________________________________________________
 DN1014  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DN1014  DYNAMIC HT  -         173.154 (meters)     568.09  (feet)  COMP
 DN1014  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 DN1014
 DN1014  VERT ORDER  -  FIRST     CLASS II
 DN1014
 DN1014.The horizontal coordinates were scaled from a topographic map and have
 DN1014.an estimated accuracy of +/- 6 seconds.
 DN1014
 DN1014.The orthometric height was determined by differential leveling
 DN1014.and adjusted by the National Geodetic Survey in June 1991..
 DN1014
 DN1014.The geoid height was determined by GEOID03.
 DN1014
 DN1014.The dynamic height is computed by dividing the NAVD 88
 DN1014.geopotential number by the normal gravity value computed on the
 DN1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1014.degrees latitude (g = 980.6199 gals.).
 DN1014
 DN1014.The modeled gravity was interpolated from observed gravity values.
 DN1014
 DN1014;                    North         East    Units  Estimated Accuracy
 DN1014;SPC TXNC     - 2,165,430.      821,950.      MT  (+/- 180 meters Scaled)
 DN1014
 DN1014                          SUPERSEDED SURVEY CONTROL
 DN1014
 DN1014.No superseded survey control is available for this station.
 DN1014
 DN1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB685700(NAD 83)
 DN1014_MARKER: I = METAL ROD
 DN1014_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1014_SP_SET: STAINLESS STEEL ROD
 DN1014_STAMPING: X 1497 1986
 DN1014_MARK LOGO: NGS   
 DN1014_PROJECTION: FLUSH
 DN1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1014_ROD/PIPE-DEPTH: 7.3  meters
 DN1014
 DN1014  HISTORY     - Date     Condition        Report By
 DN1014  HISTORY     - 1986     MONUMENTED       NGS
 DN1014  HISTORY     - 19940418 GOOD             USPSQD
 DN1014
 DN1014                          STATION DESCRIPTION
 DN1014
 DN1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1014'IN GREENVILLE.
 DN1014'IN GREENVILLE, AT THE INTERSECTION OF KATY DRIVE AND WELLINGTON
 DN1014'STREET, 64.3 M (211.0 FT) WEST OF THE CENTER OF THE STREET, 7.4 M
 DN1014'(24.3 FT) SOUTH OF THE NEAR RAIL OF THE MISSOURI KANSAS TEXAS
 DN1014'RAILROAD, 3.7 M (12.1 FT) NORTH OF THE CENTER OF THE DRIVE, AND 1.0 M
 DN1014'(3.3 FT) EAST OF UTILITY POLE NUMBER 46.  NOTE--ACCESS TO DATUM POINT
 DN1014'IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1014'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 DN1014'THE MARK IS 0.3 M ABOVE THE DRIVE.
 DN1014
 DN1014                          STATION RECOVERY (1994)
 DN1014
 DN1014'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2522 ***********************************************************************
 CS2522  DESIGNATION -  X 1498
 CS2522  PID         -  CS2522
 CS2522  STATE/COUNTY-  TX/DALLAS
 CS2522  USGS QUAD   -  ROWLETT (1973)
 CS2522
 CS2522                         *CURRENT SURVEY CONTROL
 CS2522  ___________________________________________________________________
 CS2522* NAD 83(1986)-  32 53 40.     (N)    096 32 18.     (W)     SCALED    
 CS2522* NAVD 88     -       135.640  (meters)     445.01   (feet)  ADJUSTED  
 CS2522  ___________________________________________________________________
 CS2522  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS2522  DYNAMIC HT  -         135.492 (meters)     444.53  (feet)  COMP
 CS2522  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 CS2522
 CS2522  VERT ORDER  -  FIRST     CLASS II
 CS2522
 CS2522.The horizontal coordinates were scaled from a topographic map and have
 CS2522.an estimated accuracy of +/- 6 seconds.
 CS2522
 CS2522.The orthometric height was determined by differential leveling
 CS2522.and adjusted by the National Geodetic Survey in June 1991..
 CS2522
 CS2522.The geoid height was determined by GEOID03.
 CS2522
 CS2522.The dynamic height is computed by dividing the NAVD 88
 CS2522.geopotential number by the normal gravity value computed on the
 CS2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2522.degrees latitude (g = 980.6199 gals.).
 CS2522
 CS2522.The modeled gravity was interpolated from observed gravity values.
 CS2522
 CS2522;                    North         East    Units  Estimated Accuracy
 CS2522;SPC TXNC     - 2,137,860.      783,510.      MT  (+/- 180 meters Scaled)
 CS2522
 CS2522                          SUPERSEDED SURVEY CONTROL
 CS2522
 CS2522.No superseded survey control is available for this station.
 CS2522
 CS2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB302422(NAD 83)
 CS2522_MARKER: DB = BENCH MARK DISK
 CS2522_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2522_SP_SET: BRIDGE ABUTMENT
 CS2522_STAMPING: X 1498 1986
 CS2522_MARK LOGO: NGS   
 CS2522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2522
 CS2522  HISTORY     - Date     Condition        Report By
 CS2522  HISTORY     - 1986     MONUMENTED       NGS
 CS2522
 CS2522                          STATION DESCRIPTION
 CS2522
 CS2522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2522'10.4 KM (6.45 MI) EAST FROM GARLAND.
 CS2522'10.4 KM (6.45 MI) EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 CS2522'FROM THE STATION IN GARLAND, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF
 CS2522'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF A RAILROAD
 CS2522'BRIDGE SPANNING MIDDLE CREEK, AND 0.9 M (3.0 FT) SOUTHWEST OF THE NEAR
 CS2522'RAIL.
 CS2522'THE MARK IS 5.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5451 ***********************************************************************
 AW5451  DESIGNATION -  X 1499
 AW5451  PID         -  AW5451
 AW5451  STATE/COUNTY-  TX/HARRIS
 AW5451  USGS QUAD   -  ADDICKS (1995)
 AW5451
 AW5451                         *CURRENT SURVEY CONTROL
 AW5451  ___________________________________________________________________
 AW5451* NAD 83(1986)-  29 50 56.     (N)    095 38 43.     (W)     SCALED    
 AW5451* NAVD 88     -        35.152  (meters)     115.33   (feet)  ADJUSTED  
 AW5451  ___________________________________________________________________
 AW5451  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW5451  DYNAMIC HT  -          35.105 (meters)     115.17  (feet)  COMP
 AW5451  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AW5451
 AW5451  VERT ORDER  -  FIRST     CLASS II
 AW5451
 AW5451.The horizontal coordinates were scaled from a topographic map and have
 AW5451.an estimated accuracy of +/- 6 seconds.
 AW5451
 AW5451.The orthometric height was determined by differential leveling
 AW5451.and adjusted by the National Geodetic Survey in June 1991..
 AW5451
 AW5451.The geoid height was determined by GEOID03.
 AW5451
 AW5451.The dynamic height is computed by dividing the NAVD 88
 AW5451.geopotential number by the normal gravity value computed on the
 AW5451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5451.degrees latitude (g = 980.6199 gals.).
 AW5451
 AW5451.The modeled gravity was interpolated from observed gravity values.
 AW5451
 AW5451;                    North         East    Units  Estimated Accuracy
 AW5451;SPC TXSC     - 4,228,030.      924,100.      MT  (+/- 180 meters Scaled)
 AW5451
 AW5451                          SUPERSEDED SURVEY CONTROL
 AW5451
 AW5451  NGVD 29 (12/23/87)   35.145  (m)          115.30   (f) ADJUSTED    1 2
 AW5451
 AW5451.Superseded values are not recommended for survey control.
 AW5451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5451.See file dsdata.txt to determine how the superseded data were derived.
 AW5451
 AW5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP444049(NAD 83)
 AW5451_MARKER: I = METAL ROD
 AW5451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5451_SP_SET: STAINLESS STEEL ROD
 AW5451_STAMPING: X 1499 1986
 AW5451_MARK LOGO: NGS   
 AW5451_PROJECTION: RECESSED 2 CENTIMETERS
 AW5451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5451_ROD/PIPE-DEPTH: 7.0  meters
 AW5451
 AW5451  HISTORY     - Date     Condition        Report By
 AW5451  HISTORY     - 1986     MONUMENTED       NGS
 AW5451  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW5451  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 AW5451
 AW5451                          STATION DESCRIPTION
 AW5451
 AW5451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5451'7.2 KM (4.5 MI) NORTH FROM ADDICKS.
 AW5451'7.2 KM (4.45 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5451'WITH U.S. HIGHWAY 90 IN ADDICKS, 57.6 M (189.0 FT) EAST OF THE
 AW5451'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 8.7 M (28.5 FT)
 AW5451'SOUTH OF THE CENTER OF KIETH-HARROW BOULEVARD, 2.0 M (6.6 FT) NORTH OF
 AW5451'THE NORTH EDGE OF A STOP AND GO STORE PARKING LOT CURB, 1.5 M (4.9 FT)
 AW5451'EAST OF A UTILITY POLE, AND 0.5 M (1.6 FT) SOUTH OF THE SOUTH EDGE OF
 AW5451'A SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5451'CAP.
 AW5451'THE MARK IS 0.2 M ABOVE THE BOULEVARD.
 AW5451
 AW5451                          STATION RECOVERY (1995)
 AW5451
 AW5451'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5451'MARK NOT FOUND.
 AW5451
 AW5451                          STATION RECOVERY (2004)
 AW5451
 AW5451'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0269 ***********************************************************************
 CC0269  DESIGNATION -  X 15
 CC0269  PID         -  CC0269
 CC0269  STATE/COUNTY-  TX/WARD
 CC0269  USGS QUAD   -  PYOTE WEST (1981)
 CC0269
 CC0269                         *CURRENT SURVEY CONTROL
 CC0269  ___________________________________________________________________
 CC0269* NAD 83(1986)-  31 30 44.     (N)    103 11 41.     (W)     SCALED    
 CC0269* NAVD 88     -       795.327  (meters)    2609.34   (feet)  ADJUSTED  
 CC0269  ___________________________________________________________________
 CC0269  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CC0269  DYNAMIC HT  -         794.183 (meters)    2605.58  (feet)  COMP
 CC0269  MODELED GRAV-     979,176.6   (mgal)                       NAVD 88
 CC0269
 CC0269  VERT ORDER  -  FIRST     CLASS II
 CC0269
 CC0269.The horizontal coordinates were scaled from a topographic map and have
 CC0269.an estimated accuracy of +/- 6 seconds.
 CC0269
 CC0269.The orthometric height was determined by differential leveling
 CC0269.and adjusted by the National Geodetic Survey in June 1991..
 CC0269
 CC0269.The geoid height was determined by GEOID03.
 CC0269
 CC0269.The dynamic height is computed by dividing the NAVD 88
 CC0269.geopotential number by the normal gravity value computed on the
 CC0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0269.degrees latitude (g = 980.6199 gals.).
 CC0269
 CC0269.The modeled gravity was interpolated from observed gravity values.
 CC0269
 CC0269;                    North         East    Units  Estimated Accuracy
 CC0269;SPC TX C     - 3,208,090.      428,250.      MT  (+/- 180 meters Scaled)
 CC0269
 CC0269                          SUPERSEDED SURVEY CONTROL
 CC0269
 CC0269  NGVD 29 (??/??/92)  794.998  (m)         2608.26   (f) ADJ UNCH    1 2
 CC0269
 CC0269.Superseded values are not recommended for survey control.
 CC0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0269.See file dsdata.txt to determine how the superseded data were derived.
 CC0269
 CC0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ714877(NAD 83)
 CC0269_MARKER: P = PIPE CAP
 CC0269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0269_STAMPING: X 15 ELEV 2608.256 FT
 CC0269_MARK LOGO: CGS   
 CC0269_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0269
 CC0269  HISTORY     - Date     Condition        Report By
 CC0269  HISTORY     - UNK      MONUMENTED       CGS
 CC0269  HISTORY     - 1956     GOOD             NGS
 CC0269  HISTORY     - 1981     GOOD             NGS
 CC0269
 CC0269                          STATION DESCRIPTION
 CC0269
 CC0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0269'4.2 MI SW FROM PYOTE.
 CC0269'4.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0269'STATION AT PYOTE, 93.5 FEET SOUTHWEST OF THE 2ND POLE SOUTHWEST OF
 CC0269'MILEPOST 628, 41.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 96 FEET
 CC0269'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 1.7 FEET SOUTHWEST OF
 CC0269'A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CC0269'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CC0269
 CC0269                          STATION RECOVERY (1981)
 CC0269
 CC0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0269'31.9 KM (19.8 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CC0269'ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, OR 2.4 KM (1.5 MI)
 CC0269'NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH INTERSTATE
 CC0269'HIGHWAY 20 IN PECOS, THENCE 32.1 KM (19.95 MI) NORTHEAST ALONG THE
 CC0269'MISSOURI PACIIC RAILROAD, 0.6 KM (0.4 MI) SOUTHWEST OF HIGHWAY MILE
 CC0269'POST 62, 29.9 METERS (98.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 CC0269'U.S. HIGHWAY 80, 28.5 METERS (93.4 FT) SOUTHWEST OF A UTILITY POLE,
 CC0269'26.2 METERS (86.0 FT) SOUTH AND ACROSS THE TRACKS FROM THE SECOND
 CC0269'POLE SOUTHWEST OF MILE POST 628, 16.3 METERS (53.5 FT) NORTHEAST OF
 CC0269'A UTILITY POLE, AND 12.4 METERS (40.8 FT) SOUTH-SOUTHEAST OF THE
 CC0269'NEAR RAIL.
 CC0269'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0269'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0766 ***********************************************************************
 CS0766  DESIGNATION -  X 150
 CS0766  PID         -  CS0766
 CS0766  STATE/COUNTY-  TX/ELLIS
 CS0766  USGS QUAD   -  ENNIS EAST (1978)
 CS0766
 CS0766                         *CURRENT SURVEY CONTROL
 CS0766  ___________________________________________________________________
 CS0766* NAD 83(1986)-  32 18 02.     (N)    096 34 42.     (W)     SCALED    
 CS0766* NAVD 88     -       147.826  (meters)     484.99   (feet)  ADJUSTED  
 CS0766  ___________________________________________________________________
 CS0766  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CS0766  DYNAMIC HT  -         147.655 (meters)     484.43  (feet)  COMP
 CS0766  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 CS0766
 CS0766  VERT ORDER  -  SECOND    CLASS 0
 CS0766
 CS0766.The horizontal coordinates were scaled from a topographic map and have
 CS0766.an estimated accuracy of +/- 6 seconds.
 CS0766
 CS0766.The orthometric height was determined by differential leveling
 CS0766.and adjusted by the National Geodetic Survey in June 1991..
 CS0766
 CS0766.The geoid height was determined by GEOID03.
 CS0766
 CS0766.The dynamic height is computed by dividing the NAVD 88
 CS0766.geopotential number by the normal gravity value computed on the
 CS0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0766.degrees latitude (g = 980.6199 gals.).
 CS0766
 CS0766.The modeled gravity was interpolated from observed gravity values.
 CS0766
 CS0766;                    North         East    Units  Estimated Accuracy
 CS0766;SPC TXNC     - 2,071,950.      780,970.      MT  (+/- 180 meters Scaled)
 CS0766
 CS0766                          SUPERSEDED SURVEY CONTROL
 CS0766
 CS0766  NGVD 29 (??/??/92)  147.822  (m)          484.98   (f) ADJ UNCH    2 0
 CS0766
 CS0766.Superseded values are not recommended for survey control.
 CS0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0766.See file dsdata.txt to determine how the superseded data were derived.
 CS0766
 CS0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA280763(NAD 83)
 CS0766_MARKER: DB = BENCH MARK DISK
 CS0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0766_STAMPING: X 150 1933
 CS0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0766+STABILITY: SURFACE MOTION
 CS0766
 CS0766  HISTORY     - Date     Condition        Report By
 CS0766  HISTORY     - 1933     MONUMENTED       CGS
 CS0766  HISTORY     - 1946     GOOD             NGS
 CS0766  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0766
 CS0766                          STATION DESCRIPTION
 CS0766
 CS0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0766'3.4 MI S FROM ENNIS.
 CS0766'3.4 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RR.  0.5 MI. NORTH OF
 CS0766'MILEPOST 227.  ABOUT 2 MILES NORTH OF ALMA.  BETWEEN 2ND AND 3RD POSTS
 CS0766'SOUTH OF CONCRETE RR. CULVERT NO. 227 A.  2 FEET INSIDE RAILROAD
 CS0766'RIGHT-OF-WAY, FENCE WEST OF FRANK JARISH FARM.  47 FEET EAST OF TRACK
 CS0766'C.L.  TABLET SET IN TOP OF CONCRETE POST.
 CS0766
 CS0766                          STATION RECOVERY (1946)
 CS0766
 CS0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0766'RECOVERED IN GOOD CONDITION.
 CS0766
 CS0766                          STATION RECOVERY (2002)
 CS0766
 CS0766'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAS)
 CS0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1976 ***********************************************************************
 BL1976  DESIGNATION -  X 1500
 BL1976  PID         -  BL1976
 BL1976  STATE/COUNTY-  TX/HARRIS
 BL1976  USGS QUAD   -  TOMBALL (1979)
 BL1976
 BL1976                         *CURRENT SURVEY CONTROL
 BL1976  ___________________________________________________________________
 BL1976* NAD 83(1986)-  30 00 33.     (N)    095 33 46.     (W)     SCALED    
 BL1976* NAVD 88     -        41.635  (meters)     136.60   (feet)  ADJUSTED  
 BL1976  ___________________________________________________________________
 BL1976  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1976  DYNAMIC HT  -          41.579 (meters)     136.41  (feet)  COMP
 BL1976  MODELED GRAV-     979,292.7   (mgal)                       NAVD 88
 BL1976
 BL1976  VERT ORDER  -  FIRST     CLASS II
 BL1976
 BL1976.The horizontal coordinates were scaled from a topographic map and have
 BL1976.an estimated accuracy of +/- 6 seconds.
 BL1976
 BL1976.The orthometric height was determined by differential leveling
 BL1976.and adjusted by the National Geodetic Survey in June 1991..
 BL1976
 BL1976.The geoid height was determined by GEOID03.
 BL1976
 BL1976.The dynamic height is computed by dividing the NAVD 88
 BL1976.geopotential number by the normal gravity value computed on the
 BL1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1976.degrees latitude (g = 980.6199 gals.).
 BL1976
 BL1976.The modeled gravity was interpolated from observed gravity values.
 BL1976
 BL1976;                    North         East    Units  Estimated Accuracy
 BL1976;SPC TXSC     - 4,246,020.      931,540.      MT  (+/- 180 meters Scaled)
 BL1976
 BL1976                          SUPERSEDED SURVEY CONTROL
 BL1976
 BL1976  NGVD 29 (12/23/87)   41.629  (m)          136.58   (f) ADJUSTED    1 2
 BL1976
 BL1976.Superseded values are not recommended for survey control.
 BL1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1976.See file dsdata.txt to determine how the superseded data were derived.
 BL1976
 BL1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP528225(NAD 83)
 BL1976_MARKER: I = METAL ROD
 BL1976_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1976_SP_SET: STAINLESS STEEL ROD
 BL1976_STAMPING: X 1500 1986
 BL1976_MARK LOGO: NGS   
 BL1976_PROJECTION: FLUSH
 BL1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1976+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 BL1976_ROD/PIPE-DEPTH: 11.0 meters
 BL1976
 BL1976  HISTORY     - Date     Condition        Report By
 BL1976  HISTORY     - 1986     MONUMENTED       NGS
 BL1976  HISTORY     - 20040712 GOOD             USPSQD
 BL1976
 BL1976                          STATION DESCRIPTION
 BL1976
 BL1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL1976'11.3 KM (7.0 MI) SE FROM TOMBALL.
 BL1976'11.3 KM (7.0 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 BL1976'FROM THE STATION IN TOMBALL, 62.8 M (206.0 FT) SOUTHEAST OF THE CENTER
 BL1976'OF A RAILROAD CROSSING, 10.4 M (34.1 FT) NORTHEAST OF THE NEAR RAIL,
 BL1976'9.1 M (29.9 FT) SOUTHWEST OF THE CENTER OF MEMORIAL CHASE ROAD, AND
 BL1976'1.2 M (3.9 FT) NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 BL1976'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL1976'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 BL1976'THE MARK IS ABOVE LEVEL WITH MEMORIAL CHASE ROAD.
 BL1976
 BL1976                          STATION RECOVERY (2004)
 BL1976
 BL1976'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1976'HAS ORANGE TAPE ON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1028 ***********************************************************************
 DN1028  DESIGNATION -  X 1501
 DN1028  PID         -  DN1028
 DN1028  STATE/COUNTY-  TX/MONTAGUE
 DN1028  USGS QUAD   -  BOWIE (1978)
 DN1028
 DN1028                         *CURRENT SURVEY CONTROL
 DN1028  ___________________________________________________________________
 DN1028* NAD 83(1986)-  33 34 32.     (N)    097 51 29.     (W)     SCALED    
 DN1028* NAVD 88     -       347.961  (meters)    1141.60   (feet)  ADJUSTED  
 DN1028  ___________________________________________________________________
 DN1028  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DN1028  DYNAMIC HT  -         347.577 (meters)    1140.34  (feet)  COMP
 DN1028  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 DN1028
 DN1028  VERT ORDER  -  FIRST     CLASS II
 DN1028
 DN1028.The horizontal coordinates were scaled from a topographic map and have
 DN1028.an estimated accuracy of +/- 6 seconds.
 DN1028
 DN1028.The orthometric height was determined by differential leveling
 DN1028.and adjusted by the National Geodetic Survey in June 1991..
 DN1028
 DN1028.The geoid height was determined by GEOID03.
 DN1028
 DN1028.The dynamic height is computed by dividing the NAVD 88
 DN1028.geopotential number by the normal gravity value computed on the
 DN1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1028.degrees latitude (g = 980.6199 gals.).
 DN1028
 DN1028.The modeled gravity was interpolated from observed gravity values.
 DN1028
 DN1028;                    North         East    Units  Estimated Accuracy
 DN1028;SPC TXNC     - 2,211,860.      659,590.      MT  (+/- 180 meters Scaled)
 DN1028
 DN1028                          SUPERSEDED SURVEY CONTROL
 DN1028
 DN1028.No superseded survey control is available for this station.
 DN1028
 DN1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC059156(NAD 83)
 DN1028_MARKER: I = METAL ROD
 DN1028_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1028_SP_SET: STAINLESS STEEL ROD
 DN1028_STAMPING: X 1501 1986
 DN1028_MARK LOGO: NGS   
 DN1028_PROJECTION: FLUSH
 DN1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1028+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 DN1028_ROD/PIPE-DEPTH: 7.3  meters
 DN1028
 DN1028  HISTORY     - Date     Condition        Report By
 DN1028  HISTORY     - 1986     MONUMENTED       NGS
 DN1028  HISTORY     - 19961116 GOOD             USPSQD
 DN1028  HISTORY     - 20030621 GOOD             JCLS
 DN1028
 DN1028                          STATION DESCRIPTION
 DN1028
 DN1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1028'1.5 KM (0.95 MI) NORTH FROM BOWIE.
 DN1028'1.5 KM (0.95 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1028'WITH U.S. HIGHWAY 287 IN BOWIE, 13.9 M (45.6 FT) WEST-SOUTHWEST OF THE
 DN1028'CENTERLINE OF THE HIGHWAY, 2.6 M (8.5 FT) NORTH OF A FENCE CORNER AND
 DN1028'UTILITY POLE, AND 0.3 M (1.0 FT) EAST-NORTHEAST OF A CHAIN LINK FENCE
 DN1028'SURROUNDING THE KELLEYS CUSTOM WOOD SHOP.  NOTE--ACCESS TO DATUM POINT
 DN1028'IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1028'THE MARK IS 1.3 METERS  SE FROM  A WITNESS POST
 DN1028'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN1028
 DN1028                          STATION RECOVERY (1996)
 DN1028
 DN1028'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1028'RECOVERED IN GOOD CONDITION.
 DN1028
 DN1028                          STATION RECOVERY (2003)
 DN1028
 DN1028'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 DN1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5508 ***********************************************************************
 AW5508  DESIGNATION -  X 1502
 AW5508  PID         -  AW5508
 AW5508  STATE/COUNTY-  TX/HARRIS
 AW5508  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW5508
 AW5508                         *CURRENT SURVEY CONTROL
 AW5508  ___________________________________________________________________
 AW5508* NAD 83(1986)-  29 51 56.     (N)    095 31 27.     (W)     SCALED    
 AW5508* NAVD 88     -        27.230  (meters)      89.34   (feet)  ADJUSTED  
 AW5508  ___________________________________________________________________
 AW5508  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW5508  DYNAMIC HT  -          27.193 (meters)      89.22  (feet)  COMP
 AW5508  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 AW5508
 AW5508  VERT ORDER  -  FIRST     CLASS II
 AW5508
 AW5508.The horizontal coordinates were scaled from a topographic map and have
 AW5508.an estimated accuracy of +/- 6 seconds.
 AW5508
 AW5508.The orthometric height was determined by differential leveling
 AW5508.and adjusted by the National Geodetic Survey in June 1991..
 AW5508
 AW5508.The geoid height was determined by GEOID03.
 AW5508
 AW5508.The dynamic height is computed by dividing the NAVD 88
 AW5508.geopotential number by the normal gravity value computed on the
 AW5508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5508.degrees latitude (g = 980.6199 gals.).
 AW5508
 AW5508.The modeled gravity was interpolated from observed gravity values.
 AW5508
 AW5508;                    North         East    Units  Estimated Accuracy
 AW5508;SPC TXSC     - 4,230,220.      935,740.      MT  (+/- 180 meters Scaled)
 AW5508
 AW5508                          SUPERSEDED SURVEY CONTROL
 AW5508
 AW5508  NGVD 29 (12/23/87)   27.224  (m)           89.32   (f) ADJUSTED    1 2
 AW5508
 AW5508.Superseded values are not recommended for survey control.
 AW5508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5508.See file dsdata.txt to determine how the superseded data were derived.
 AW5508
 AW5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP561065(NAD 83)
 AW5508_MARKER: I = METAL ROD
 AW5508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5508_SP_SET: STAINLESS STEEL ROD
 AW5508_STAMPING: X 1502 1986
 AW5508_MARK LOGO: NGS   
 AW5508_PROJECTION: FLUSH
 AW5508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5508+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW5508_ROD/PIPE-DEPTH: 6.7  meters
 AW5508
 AW5508  HISTORY     - Date     Condition        Report By
 AW5508  HISTORY     - 1986     MONUMENTED       NGS
 AW5508  HISTORY     - 19941022 GOOD             USPSQD
 AW5508  HISTORY     - 20051014 GOOD             USPSQD
 AW5508
 AW5508                          STATION DESCRIPTION
 AW5508
 AW5508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5508'3.1 KM (1.9 MI) EAST FROM FAIRBANKS.
 AW5508'1.4 KM (0.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM THE POST
 AW5508'OFFICE IN FAIRBANKS, THENCE 0.6 KM (0.35 MI) NORTHEAST ALONG KAISER
 AW5508'STREET, THENCE 1.1 KM (0.7 MI) NORTHERLY ALONG FAIRBANKS-NORTH HOUSTON
 AW5508'ROAD, 78.3 M (256.9 FT) EAST OF THE CENTER OF THE NORTH BOUND LANES OF
 AW5508'THE ROAD, 16.6 M (54.5 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING
 AW5508'NORTH TO A HOUSE, 16.2 M (53.1 FT) NORTH OF THE CENTER OF WEST LITTLE
 AW5508'YORK ROAD, AND 1.0 M (3.3 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO
 AW5508'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5508'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 AW5508'THE MARK IS 0.3 M BELOW WEST LITTLE YORK ROAD.
 AW5508
 AW5508                          STATION RECOVERY (1994)
 AW5508
 AW5508'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5508'RECOVERED IN GOOD CONDITION.
 AW5508
 AW5508                          STATION RECOVERY (2005)
 AW5508
 AW5508'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5508'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5591 ***********************************************************************
 AW5591  DESIGNATION -  X 1503
 AW5591  PID         -  AW5591
 AW5591  STATE/COUNTY-  TX/HARRIS
 AW5591  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5591
 AW5591                         *CURRENT SURVEY CONTROL
 AW5591  ___________________________________________________________________
 AW5591* NAD 83(1986)-  29 37 22.     (N)    095 11 48.     (W)     SCALED    
 AW5591* NAVD 88     -        12.240  (meters)      40.16   (feet)  ADJUSTED  
 AW5591  ___________________________________________________________________
 AW5591  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW5591  DYNAMIC HT  -          12.223 (meters)      40.10  (feet)  COMP
 AW5591  MODELED GRAV-     979,276.0   (mgal)                       NAVD 88
 AW5591
 AW5591  VERT ORDER  -  FIRST     CLASS II
 AW5591
 AW5591.The horizontal coordinates were scaled from a topographic map and have
 AW5591.an estimated accuracy of +/- 6 seconds.
 AW5591
 AW5591.The orthometric height was determined by differential leveling
 AW5591.and adjusted by the National Geodetic Survey in June 1991..
 AW5591
 AW5591.The geoid height was determined by GEOID03.
 AW5591
 AW5591.The dynamic height is computed by dividing the NAVD 88
 AW5591.geopotential number by the normal gravity value computed on the
 AW5591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5591.degrees latitude (g = 980.6199 gals.).
 AW5591
 AW5591.The modeled gravity was interpolated from observed gravity values.
 AW5591
 AW5591;                    North         East    Units  Estimated Accuracy
 AW5591;SPC TXSC     - 4,204,310.      968,240.      MT  (+/- 180 meters Scaled)
 AW5591
 AW5591                          SUPERSEDED SURVEY CONTROL
 AW5591
 AW5591  NGVD 29 (12/23/87)   12.237  (m)           40.15   (f) ADJUSTED    1 2
 AW5591
 AW5591.Superseded values are not recommended for survey control.
 AW5591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5591.See file dsdata.txt to determine how the superseded data were derived.
 AW5591
 AW5591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN873790(NAD 83)
 AW5591_MARKER: I = METAL ROD
 AW5591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5591_SP_SET: STAINLESS STEEL ROD
 AW5591_STAMPING: X 1503 1987
 AW5591_MARK LOGO: NGS   
 AW5591_PROJECTION: FLUSH
 AW5591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5591+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW5591_ROD/PIPE-DEPTH: 13.3 meters
 AW5591
 AW5591  HISTORY     - Date     Condition        Report By
 AW5591  HISTORY     - 1987     MONUMENTED       NGS
 AW5591  HISTORY     - 19931122 GOOD             USPSQD
 AW5591  HISTORY     - 20030925 GOOD             USPSQD
 AW5591  HISTORY     - 20050116 GOOD             USPSQD
 AW5591  HISTORY     - 20060520 GOOD             USPSQD
 AW5591
 AW5591                          STATION DESCRIPTION
 AW5591
 AW5591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5591'IN GENOA.
 AW5591'IN GENOA, AT 100 GENOA-RED BLUFF ROAD, 28.5 M (93.5 FT) SOUTHEAST OF
 AW5591'THE NORTHWEST CORNER OF THE CAMPBELL INSULATORS INCORPORATED BUILDING,
 AW5591'20.8 M (68.2 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING,
 AW5591'10.3 M (33.8 FT) NORTHEAST OF THE CENTER OF KOENIG STREET, 3.3 M
 AW5591'(10.8 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING, AND 1.2 M
 AW5591'(3.9 FT) NORTHWEST OF UTILITY POLE NUMBER 9913.  NOTE--ACCESS TO DATUM
 AW5591'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5591'THE MARK IS ABOVE LEVEL WITH THE STREET.
 AW5591
 AW5591                          STATION RECOVERY (1993)
 AW5591
 AW5591'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5591'RECOVERED IN GOOD CONDITION.
 AW5591
 AW5591                          STATION RECOVERY (2003)
 AW5591
 AW5591'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5591'CHANGE THE DESCRIPTION AS SHOWN.
 AW5591'DELEAT CAMPBELL INSULATORS INCORPORATED BUILDING AND INSERT WASTE
 AW5591'MANAGEMENT LAND FILL AND ENVIROMENT SERVICES BUILDING.
 AW5591'THE MARK IS 0.3 METERS SOUTH OF A PAVED DRIVEWAY AND BELOW GRADE WITH
 AW5591'GRASS GROWING OVER IT
 AW5591
 AW5591                          STATION RECOVERY (2005)
 AW5591
 AW5591'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5591'RECOVERED IN GOOD CONDITION.
 AW5591
 AW5591                          STATION RECOVERY (2006)
 AW5591
 AW5591'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW5591'FOUND AS DESCRIBED WITH GRASS GROWING OVER THE COVER OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5463 ***********************************************************************
 AW5463  DESIGNATION -  X 1504
 AW5463  PID         -  AW5463
 AW5463  STATE/COUNTY-  TX/FORT BEND
 AW5463  USGS QUAD   -  MISSOURI CITY (1995)
 AW5463
 AW5463                         *CURRENT SURVEY CONTROL
 AW5463  ___________________________________________________________________
 AW5463* NAD 83(1986)-  29 30 25.     (N)    095 30 21.     (W)     SCALED    
 AW5463* NAVD 88     -        17.763  (meters)      58.28   (feet)  ADJUSTED  
 AW5463  ___________________________________________________________________
 AW5463  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW5463  DYNAMIC HT  -          17.738 (meters)      58.20  (feet)  COMP
 AW5463  MODELED GRAV-     979,265.9   (mgal)                       NAVD 88
 AW5463
 AW5463  VERT ORDER  -  FIRST     CLASS II
 AW5463
 AW5463.The horizontal coordinates were scaled from a topographic map and have
 AW5463.an estimated accuracy of +/- 6 seconds.
 AW5463
 AW5463.The orthometric height was determined by differential leveling
 AW5463.and adjusted by the National Geodetic Survey in June 1991..
 AW5463
 AW5463.The geoid height was determined by GEOID03.
 AW5463
 AW5463.The dynamic height is computed by dividing the NAVD 88
 AW5463.geopotential number by the normal gravity value computed on the
 AW5463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5463.degrees latitude (g = 980.6199 gals.).
 AW5463
 AW5463.The modeled gravity was interpolated from observed gravity values.
 AW5463
 AW5463;                    North         East    Units  Estimated Accuracy
 AW5463;SPC TXSC     - 4,190,540.      938,700.      MT  (+/- 180 meters Scaled)
 AW5463
 AW5463                          SUPERSEDED SURVEY CONTROL
 AW5463
 AW5463  NGVD 29 (12/23/87)   17.759  (m)           58.26   (f) ADJUSTED    1 2
 AW5463
 AW5463.Superseded values are not recommended for survey control.
 AW5463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5463.See file dsdata.txt to determine how the superseded data were derived.
 AW5463
 AW5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN570667(NAD 83)
 AW5463_MARKER: I = METAL ROD
 AW5463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5463_SP_SET: STAINLESS STEEL ROD
 AW5463_STAMPING: X 1504 1987
 AW5463_MARK LOGO: NGS   
 AW5463_PROJECTION: FLUSH
 AW5463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5463+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AW5463_ROD/PIPE-DEPTH: 28.0 meters
 AW5463
 AW5463  HISTORY     - Date     Condition        Report By
 AW5463  HISTORY     - 1987     MONUMENTED       NGS
 AW5463  HISTORY     - 19931204 GOOD             USPSQD
 AW5463  HISTORY     - 20040626 GOOD             USPSQD
 AW5463  HISTORY     - 20050707 GOOD             USPSQD
 AW5463
 AW5463                          STATION DESCRIPTION
 AW5463
 AW5463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5463'4.2 KM (2.6 MI) WEST FROM ARCOLA.
 AW5463'4.2 KM (2.6 MI) WEST ALONG MCKEEVER ROAD FROM THE JUNCTION OF STATE
 AW5463'HIGHWAY 6 AND FM ROAD 521 IN ARCOLA, 14.0 METERS (46.0 FT) SOUTH OF
 AW5463'THE CENTERLINE OF THE ROAD, 38.7 METERS (127 FT) WEST OF THE CENTER OF
 AW5463'A PRIVATE DRIVE SOUTH TO THE ALEXANDER RESIDENCE, 24.7 METERS (81.0
 AW5463'FT) WEST OF POWER POLE 2523, 0.88 METER (2.9 FT) WEST OF THE CORNER OF
 AW5463'AN ELECTRIC FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5463'5-INCH LOGO CAP.
 AW5463'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5463'THE MARK IS 0.3 M BELOW THE ROAD.
 AW5463
 AW5463                          STATION RECOVERY (1993)
 AW5463
 AW5463'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5463'RECOVERED IN GOOD CONDITION.
 AW5463
 AW5463                          STATION RECOVERY (2004)
 AW5463
 AW5463'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5463'NO WITNESS POST.
 AW5463
 AW5463                          STATION RECOVERY (2005)
 AW5463
 AW5463'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5493 ***********************************************************************
 AW5493  DESIGNATION -  X 1505
 AW5493  PID         -  AW5493
 AW5493  STATE/COUNTY-  TX/FORT BEND
 AW5493  USGS QUAD   -  ORCHARD (1980)
 AW5493
 AW5493                         *CURRENT SURVEY CONTROL
 AW5493  ___________________________________________________________________
 AW5493* NAD 83(1986)-  29 32 25.     (N)    095 59 21.     (W)     SCALED    
 AW5493* NAVD 88     -        34.484  (meters)     113.14   (feet)  ADJUSTED  
 AW5493  ___________________________________________________________________
 AW5493  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW5493  DYNAMIC HT  -          34.436 (meters)     112.98  (feet)  COMP
 AW5493  MODELED GRAV-     979,260.1   (mgal)                       NAVD 88
 AW5493
 AW5493  VERT ORDER  -  FIRST     CLASS II
 AW5493
 AW5493.The horizontal coordinates were scaled from a topographic map and have
 AW5493.an estimated accuracy of +/- 6 seconds.
 AW5493
 AW5493.The orthometric height was determined by differential leveling
 AW5493.and adjusted by the National Geodetic Survey in June 1991..
 AW5493
 AW5493.The geoid height was determined by GEOID03.
 AW5493
 AW5493.The dynamic height is computed by dividing the NAVD 88
 AW5493.geopotential number by the normal gravity value computed on the
 AW5493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5493.degrees latitude (g = 980.6199 gals.).
 AW5493
 AW5493.The modeled gravity was interpolated from observed gravity values.
 AW5493
 AW5493;                    North         East    Units  Estimated Accuracy
 AW5493;SPC TXSC     - 4,192,930.      891,760.      MT  (+/- 180 meters Scaled)
 AW5493
 AW5493                          SUPERSEDED SURVEY CONTROL
 AW5493
 AW5493  NGVD 29 (12/23/87)   34.480  (m)          113.12   (f) ADJUSTED    1 2
 AW5493
 AW5493.Superseded values are not recommended for survey control.
 AW5493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5493.See file dsdata.txt to determine how the superseded data were derived.
 AW5493
 AW5493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN103715(NAD 83)
 AW5493_MARKER: I = METAL ROD
 AW5493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5493_SP_SET: STAINLESS STEEL ROD
 AW5493_STAMPING: X 1505 1987
 AW5493_MARK LOGO: NGS   
 AW5493_PROJECTION: FLUSH
 AW5493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5493+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AW5493_ROD/PIPE-DEPTH: 5.8  meters
 AW5493
 AW5493  HISTORY     - Date     Condition        Report By
 AW5493  HISTORY     - 1987     MONUMENTED       NGS
 AW5493  HISTORY     - 19971122 GOOD             USPSQD
 AW5493  HISTORY     - 20030521 GOOD             INDIV
 AW5493
 AW5493                          STATION DESCRIPTION
 AW5493
 AW5493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5493'7.7 KM (4.8 MI) SOUTH FROM ORCHARD.
 AW5493'7.7 KM (4.78 MI) SOUTH ALONG FM ROAD 1952 FROM THE JUNCTION OF STATE
 AW5493'HIGHWAY 36 IN ORCHARD, AT THE T-JUNCTION OF US HIGHWAY 90 ALTERNATE
 AW5493'AND FM ROAD 1952, 15.7 METERS (51.5 FT) SOUTH OF THE CENTERLINE OF THE
 AW5493'US HIGHWAY, 6.1 METERS (20.0 FT) EAST OF THE EXTENDED CENTERLINE OF FM
 AW5493'ROAD 1952, 25.9 METERS (85.0 FT) WEST OF THE WEST END OF THE SOUTH
 AW5493'HEADWALL OF A 4-CHANNEL BOX CULVERT, 0.6 METER (2.0 FT) WEST OF A
 AW5493'POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5493'CAP.
 AW5493'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5493'THE MARK IS 0.6 M BELOW THE US HIGHWAY.
 AW5493
 AW5493                          STATION RECOVERY (1997)
 AW5493
 AW5493'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5493'RECOVERED IN GOOD CONDITION.
 AW5493
 AW5493                          STATION RECOVERY (2003)
 AW5493
 AW5493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AW5493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2543 ***********************************************************************
 AX2543  DESIGNATION -  X 1506
 AX2543  PID         -  AX2543
 AX2543  STATE/COUNTY-  TX/FAYETTE
 AX2543  USGS QUAD   -  FAYETTEVILLE (1981)
 AX2543
 AX2543                         *CURRENT SURVEY CONTROL
 AX2543  ___________________________________________________________________
 AX2543* NAD 83(1986)-  29 54 41.     (N)    096 37 45.     (W)     SCALED    
 AX2543* NAVD 88     -        94.509  (meters)     310.07   (feet)  ADJUSTED  
 AX2543  ___________________________________________________________________
 AX2543  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX2543  DYNAMIC HT  -          94.379 (meters)     309.64  (feet)  COMP
 AX2543  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 AX2543
 AX2543  VERT ORDER  -  FIRST     CLASS I
 AX2543
 AX2543.The horizontal coordinates were scaled from a topographic map and have
 AX2543.an estimated accuracy of +/- 6 seconds.
 AX2543
 AX2543.The orthometric height was determined by differential leveling
 AX2543.and adjusted by the National Geodetic Survey in June 1991..
 AX2543
 AX2543.The geoid height was determined by GEOID03.
 AX2543
 AX2543.The dynamic height is computed by dividing the NAVD 88
 AX2543.geopotential number by the normal gravity value computed on the
 AX2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2543.degrees latitude (g = 980.6199 gals.).
 AX2543
 AX2543.The modeled gravity was interpolated from observed gravity values.
 AX2543
 AX2543;                    North         East    Units  Estimated Accuracy
 AX2543;SPC TXSC     - 4,232,630.      828,920.      MT  (+/- 180 meters Scaled)
 AX2543
 AX2543                          SUPERSEDED SURVEY CONTROL
 AX2543
 AX2543  NGVD 29 (12/23/87)   94.469  (m)          309.94   (f) ADJUSTED    1 1
 AX2543
 AX2543.Superseded values are not recommended for survey control.
 AX2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2543.See file dsdata.txt to determine how the superseded data were derived.
 AX2543
 AX2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU288113(NAD 83)
 AX2543_MARKER: I = METAL ROD
 AX2543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2543_SP_SET: STAINLESS STEEL ROD
 AX2543_STAMPING: X 1506 1987
 AX2543_MARK LOGO: NGS   
 AX2543_PROJECTION: FLUSH
 AX2543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2543+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX2543_ROD/PIPE-DEPTH: 12.2 meters
 AX2543
 AX2543  HISTORY     - Date     Condition        Report By
 AX2543  HISTORY     - 1987     MONUMENTED       NGS
 AX2543  HISTORY     - 19970607 GOOD             USPSQD
 AX2543  HISTORY     - 20051106 GOOD             USPSQD
 AX2543
 AX2543                          STATION DESCRIPTION
 AX2543
 AX2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2543'5.7 KM (3.55 MI) EAST FROM FAYETTEVILLE.
 AX2543'3.7 KM (2.3 MI) EAST ALONG STATE HIGHWAY 1291 FROM THE POST OFFICE IN
 AX2543'FAYETTEVILLE, THENCE 1.4 KM (0.9 MI) NORTHEAST ALONG COUNTY ROAD 262,
 AX2543'THENCE 0.56 KM (0.35 MI) NORTHWEST ALONG COUNTY ROAD 261, 8.8 METERS
 AX2543'29.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 13.7 METERS (45.0 FT)
 AX2543'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MISSOURI-KANSAS-TEXAS RAILROAD,
 AX2543'3.4 METERS (11.0 FT) NORTHWEST OF A WARNING POST FOR BURIED CABLE,
 AX2543'3.2 METERS (10.5 FT) SOUTHWEST OF A FENCE CORNER, 0.3 METER (1.0 FT)
 AX2543'SOUTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AX2543'5-INCH LOGO CAP.
 AX2543'THE MARK IS 0.15 METERS  S FROM  A WITNESS POST
 AX2543'THE MARK IS 0.6 M ABOVE THE ROAD.
 AX2543
 AX2543                          STATION RECOVERY (1997)
 AX2543
 AX2543'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2543'RECOVERED IN GOOD CONDITION.
 AX2543
 AX2543                          STATION RECOVERY (2005)
 AX2543
 AX2543'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2543'FOUND AS DESCRIBED. WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5569 ***********************************************************************
 AW5569  DESIGNATION -  X 1509
 AW5569  PID         -  AW5569
 AW5569  STATE/COUNTY-  TX/HARRIS
 AW5569  USGS QUAD   -  HUMBLE (1995)
 AW5569
 AW5569                         *CURRENT SURVEY CONTROL
 AW5569  ___________________________________________________________________
 AW5569* NAD 83(1986)-  29 52 34.     (N)    095 22 00.     (W)     SCALED    
 AW5569* NAVD 88     -        21.273  (meters)      69.79   (feet)  ADJUSTED  
 AW5569  ___________________________________________________________________
 AW5569  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW5569  DYNAMIC HT  -          21.244 (meters)      69.70  (feet)  COMP
 AW5569  MODELED GRAV-     979,292.7   (mgal)                       NAVD 88
 AW5569
 AW5569  VERT ORDER  -  FIRST     CLASS II
 AW5569
 AW5569.The horizontal coordinates were scaled from a topographic map and have
 AW5569.an estimated accuracy of +/- 6 seconds.
 AW5569
 AW5569.The orthometric height was determined by differential leveling
 AW5569.and adjusted by the National Geodetic Survey in July 2002..
 AW5569
 AW5569.The geoid height was determined by GEOID03.
 AW5569
 AW5569.The dynamic height is computed by dividing the NAVD 88
 AW5569.geopotential number by the normal gravity value computed on the
 AW5569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5569.degrees latitude (g = 980.6199 gals.).
 AW5569
 AW5569.The modeled gravity was interpolated from observed gravity values.
 AW5569
 AW5569;                    North         East    Units  Estimated Accuracy
 AW5569;SPC TXSC     - 4,231,850.      950,910.      MT  (+/- 180 meters Scaled)
 AW5569
 AW5569                          SUPERSEDED SURVEY CONTROL
 AW5569
 AW5569  NAVD 88 (09/11/96)   21.287  (m)           69.84   (f) UNKNOWN     1 2
 AW5569  NAVD 88 (06/15/91)   21.487  (m)           70.50   (f) UNKNOWN     1 2
 AW5569  NGVD 29 (12/23/87)   21.484  (m)           70.49   (f) ADJUSTED    1 2
 AW5569
 AW5569.Superseded values are not recommended for survey control.
 AW5569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5569.See file dsdata.txt to determine how the superseded data were derived.
 AW5569
 AW5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP714074(NAD 83)
 AW5569_MARKER: I = METAL ROD
 AW5569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5569_SP_SET: STAINLESS STEEL ROD
 AW5569_STAMPING: X 1509 1987
 AW5569_MARK LOGO: NGS   
 AW5569_PROJECTION: FLUSH
 AW5569_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5569+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW5569_ROD/PIPE-DEPTH: 6.7  meters
 AW5569
 AW5569  HISTORY     - Date     Condition        Report By
 AW5569  HISTORY     - 1987     MONUMENTED       NGS
 AW5569  HISTORY     - 19951007 GOOD             CHANCE
 AW5569  HISTORY     - 19960204 GOOD             NGS
 AW5569  HISTORY     - 20040927 GOOD             USPSQD
 AW5569
 AW5569                          STATION DESCRIPTION
 AW5569
 AW5569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5569'IN HOUSTON.
 AW5569'IN HOUSTON, AT THE INTERSECTION OF EAST HARDY ROAD AND CROMWELL
 AW5569'STREET, IN THE NORTHWEST CORNER OF E.A. SQUATTY LYONS PARK, 17.8 M
 AW5569'(58.4 FT) NORTH OF A UTILITY POLE, 15.0 M (49.2 FT) SOUTH OF THE
 AW5569'CENTER OF THE STREET, AND 7.5 M (24.6 FT) EAST OF THE CENTERLINE OF
 AW5569'THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5569'CAP.
 AW5569'THE MARK IS 0.6 M ABOVE THE ROAD.
 AW5569
 AW5569                          STATION RECOVERY (1995)
 AW5569
 AW5569'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5569'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5569'ADDITIONAL TIES FOLLOW.  33 FT (10.1 M) SOUTH OF THE CENTER OF A STORM
 AW5569'DRAIN.  91 FT (27.7 M) SOUTH OF A UTILITY POLE.  12 FT (3.7 M) EAST OF
 AW5569'THE EAST CURB OF EAST HARDY ROAD.  28 FT (8.5 M) NORTHWEST OF THE BASE
 AW5569'OF A 12 INCH TREE (NORTHWEST MOST TREE IN PARK) .
 AW5569
 AW5569                          STATION RECOVERY (1996)
 AW5569
 AW5569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5569'IN HOUSTON, AT THE INTERSECTION OF EAST HARDY AND CROMWELL STREETS,
 AW5569'NEAR THE NORTHWEST CORNER OF THE E.A.  SQUATTY LYONS PARK, 14.4 M
 AW5569'(47.2 FT) SOUTH OF THE CENTERLINE OF CROMWELL STREET, 9.3 M (30.5 FT)
 AW5569'SOUTH OF THE SOUTHWEST CORNER OF A STORM DRAIN, 8.5 M (27.9 FT)
 AW5569'NORTHWEST OF THE MOST NORTHWESTERLY TREE IN THE PARK, 7.3 M (24.0 FT)
 AW5569'EAST OF THE CENTERLINE OF EAST HARDY STREET, AND 0.9 M (3.0 FT) ABOVE
 AW5569'THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AW5569'5-INCH LOGO CAP.  THE LID TO THE LOGO CAP IS MISSING.
 AW5569
 AW5569                          STATION RECOVERY (2004)
 AW5569
 AW5569'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0634 ***********************************************************************
 CS0634  DESIGNATION -  X 151
 CS0634  PID         -  CS0634
 CS0634  STATE/COUNTY-  TX/NAVARRO
 CS0634  USGS QUAD   -  POWELL (1959)
 CS0634
 CS0634                         *CURRENT SURVEY CONTROL
 CS0634  ___________________________________________________________________
 CS0634* NAD 83(1986)-  32 06 41.     (N)    096 21 14.     (W)     SCALED    
 CS0634* NAVD 88     -       100.771  (meters)     330.61   (feet)  ADJUSTED  
 CS0634  ___________________________________________________________________
 CS0634  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0634  DYNAMIC HT  -         100.653 (meters)     330.23  (feet)  COMP
 CS0634  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CS0634
 CS0634  VERT ORDER  -  SECOND    CLASS 0
 CS0634
 CS0634.The horizontal coordinates were scaled from a topographic map and have
 CS0634.an estimated accuracy of +/- 6 seconds.
 CS0634
 CS0634.The orthometric height was determined by differential leveling
 CS0634.and adjusted by the National Geodetic Survey in June 1991..
 CS0634
 CS0634.The geoid height was determined by GEOID03.
 CS0634
 CS0634.The dynamic height is computed by dividing the NAVD 88
 CS0634.geopotential number by the normal gravity value computed on the
 CS0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0634.degrees latitude (g = 980.6199 gals.).
 CS0634
 CS0634.The modeled gravity was interpolated from observed gravity values.
 CS0634
 CS0634;                    North         East    Units  Estimated Accuracy
 CS0634;SPC TXNC     - 2,051,390.      802,530.      MT  (+/- 180 meters Scaled)
 CS0634
 CS0634                          SUPERSEDED SURVEY CONTROL
 CS0634
 CS0634  NGVD 29 (??/??/92)  100.773  (m)          330.62   (f) ADJ UNCH    2 0
 CS0634
 CS0634.Superseded values are not recommended for survey control.
 CS0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0634.See file dsdata.txt to determine how the superseded data were derived.
 CS0634
 CS0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA496558(NAD 83)
 CS0634_MARKER: DB = BENCH MARK DISK
 CS0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0634_STAMPING: 330.593 X 151 1933
 CS0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0634+STABILITY: SURFACE MOTION
 CS0634
 CS0634  HISTORY     - Date     Condition        Report By
 CS0634  HISTORY     - 1933     MONUMENTED       CGS
 CS0634  HISTORY     - 1958     GOOD             USGS
 CS0634
 CS0634                          STATION DESCRIPTION
 CS0634
 CS0634'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0634'1.7 MI W FROM POWELL.
 CS0634'1.7 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM POWELL,
 CS0634'NAVARRO COUNTY, 21 POLES WEST OF MILEPOST 614, 400 FEET EAST OF THE
 CS0634'EAST END OF TRESTLE 612, ON THE EAST BANK OF A SWAMP BORDERING
 CS0634'CHAMBERS CREEK, AT THE WEST END OF A CUT, 30 FEET SOUTH OF THE CENTER
 CS0634'LINE OF THE TRACK, AND 6 FEET EAST OF A POLE.  A STANDARD DISK,
 CS0634'STAMPED 330.593 X 151 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5641 ***********************************************************************
 AW5641  DESIGNATION -  X 1510
 AW5641  PID         -  AW5641
 AW5641  STATE/COUNTY-  TX/HARRIS
 AW5641  USGS QUAD   -  HUMBLE (1995)
 AW5641
 AW5641                         *CURRENT SURVEY CONTROL
 AW5641  ___________________________________________________________________
 AW5641* NAD 83(1986)-  29 56 04.     (N)    095 15 01.     (W)     SCALED    
 AW5641* NAVD 88     -        18.228  (meters)      59.80   (feet)  ADJUSTED  
 AW5641  ___________________________________________________________________
 AW5641  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW5641  DYNAMIC HT  -          18.204 (meters)      59.72  (feet)  COMP
 AW5641  MODELED GRAV-     979,296.3   (mgal)                       NAVD 88
 AW5641
 AW5641  VERT ORDER  -  FIRST     CLASS II
 AW5641
 AW5641.The horizontal coordinates were scaled from a topographic map and have
 AW5641.an estimated accuracy of +/- 6 seconds.
 AW5641
 AW5641.The orthometric height was determined by differential leveling
 AW5641.and adjusted by the National Geodetic Survey in June 1991..
 AW5641
 AW5641.The geoid height was determined by GEOID03.
 AW5641
 AW5641.The dynamic height is computed by dividing the NAVD 88
 AW5641.geopotential number by the normal gravity value computed on the
 AW5641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5641.degrees latitude (g = 980.6199 gals.).
 AW5641
 AW5641.The modeled gravity was interpolated from observed gravity values.
 AW5641
 AW5641;                    North         East    Units  Estimated Accuracy
 AW5641;SPC TXSC     - 4,238,670.      961,940.      MT  (+/- 180 meters Scaled)
 AW5641
 AW5641                          SUPERSEDED SURVEY CONTROL
 AW5641
 AW5641  NGVD 29 (12/23/87)   18.226  (m)           59.80   (f) ADJUSTED    1 2
 AW5641
 AW5641.Superseded values are not recommended for survey control.
 AW5641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5641.See file dsdata.txt to determine how the superseded data were derived.
 AW5641
 AW5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP827136(NAD 83)
 AW5641_MARKER: I = METAL ROD
 AW5641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5641_SP_SET: STAINLESS STEEL ROD
 AW5641_STAMPING: X 1510 1987
 AW5641_MARK LOGO: NGS   
 AW5641_PROJECTION: FLUSH
 AW5641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5641+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AW5641_ROD/PIPE-DEPTH: 6.7  meters
 AW5641
 AW5641  HISTORY     - Date     Condition        Report By
 AW5641  HISTORY     - 1987     MONUMENTED       NGS
 AW5641  HISTORY     - 20040330 GOOD             USPSQD
 AW5641
 AW5641                          STATION DESCRIPTION
 AW5641
 AW5641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5641'11.4 KM (7.1 MI) SOUTH FROM HUMBLE.
 AW5641'0.6 KM (0.35 MI) EAST ALONG BARRETT STREET FROM THE POST OFFICE IN
 AW5641'HUMBLE, THENCE 7.2 KM (4.45 MI) SOUTHERLY ALONG OLD HUMBLE ROAD,
 AW5641'THENCE 3.6 KM (2.25 MI) EASTERLY ALONG NORTH BELT, 43.9 M (144.0 FT)
 AW5641'NORTH OF THE CENTERLINE OF NORTH BELT, 12.3 M (40.4 FT) EAST OF THE
 AW5641'CENTERLINE OF WILSON ROAD, AND 1.2 M (3.9 FT) NORTH OF A UTILITY POLE.
 AW5641'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5641'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW5641'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5641
 AW5641                          STATION RECOVERY (2004)
 AW5641
 AW5641'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW5641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2019 ***********************************************************************
 BL2019  DESIGNATION -  X 1511
 BL2019  PID         -  BL2019
 BL2019  STATE/COUNTY-  TX/HARRIS
 BL2019  USGS QUAD   -  SPRING (1982)
 BL2019
 BL2019                         *CURRENT SURVEY CONTROL
 BL2019  ___________________________________________________________________
 BL2019* NAD 83(1986)-  30 01 14.     (N)    095 22 52.     (W)     SCALED    
 BL2019* NAVD 88     -        31.169  (meters)     102.26   (feet)  ADJUSTED  
 BL2019  ___________________________________________________________________
 BL2019  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL2019  DYNAMIC HT  -          31.127 (meters)     102.12  (feet)  COMP
 BL2019  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 BL2019
 BL2019  VERT ORDER  -  FIRST     CLASS II
 BL2019
 BL2019.The horizontal coordinates were scaled from a topographic map and have
 BL2019.an estimated accuracy of +/- 6 seconds.
 BL2019
 BL2019.The orthometric height was determined by differential leveling
 BL2019.and adjusted by the National Geodetic Survey in June 1991..
 BL2019
 BL2019.The geoid height was determined by GEOID03.
 BL2019
 BL2019.The dynamic height is computed by dividing the NAVD 88
 BL2019.geopotential number by the normal gravity value computed on the
 BL2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2019.degrees latitude (g = 980.6199 gals.).
 BL2019
 BL2019.The modeled gravity was interpolated from observed gravity values.
 BL2019
 BL2019;                    North         East    Units  Estimated Accuracy
 BL2019;SPC TXSC     - 4,247,810.      949,020.      MT  (+/- 180 meters Scaled)
 BL2019
 BL2019                          SUPERSEDED SURVEY CONTROL
 BL2019
 BL2019  NGVD 29 (12/23/87)   31.168  (m)          102.26   (f) ADJUSTED    1 2
 BL2019
 BL2019.Superseded values are not recommended for survey control.
 BL2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2019.See file dsdata.txt to determine how the superseded data were derived.
 BL2019
 BL2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP703234(NAD 83)
 BL2019_MARKER: I = METAL ROD
 BL2019_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2019_SP_SET: STAINLESS STEEL ROD
 BL2019_STAMPING: X 1511 1987
 BL2019_MARK LOGO: NGS   
 BL2019_PROJECTION: FLUSH
 BL2019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2019+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL2019_ROD/PIPE-DEPTH: 6.2  meters
 BL2019
 BL2019  HISTORY     - Date     Condition        Report By
 BL2019  HISTORY     - 1987     MONUMENTED       NGS
 BL2019  HISTORY     - 19950905 GOOD             USPSQD
 BL2019  HISTORY     - 20040316 GOOD             USPSQD
 BL2019  HISTORY     - 20050929 GOOD             USPSQD
 BL2019
 BL2019                          STATION DESCRIPTION
 BL2019
 BL2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2019'1.8 KM (1.1 MI) EAST FROM WESTFIELD.
 BL2019'0.8 KM (0.5 MI) EAST ALONG WESTFIELD LOOP ROAD FROM THE CHURCH OF
 BL2019'CHRIST IN WESTFIELD, THENCE 0.6 KM (0.35 MI) EAST ALONG
 BL2019'HUMBLE-WESTFIELD ROAD, THENCE 0.4 KM (0.25 MI) EAST ALONG FARM ROAD
 BL2019'1960, 86.8 M (284.8 FT) WEST OF THE CENTERLINE OF ALDINE-WESTFIELD
 BL2019'ROAD, 22.2 M (72.8 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 BL2019'OF THE ROAD, 8.2 M (26.9 FT) WEST OF THE CENTER OF THE MOST EASTERLY
 BL2019'ENTRANCE TO THE CYPRESS LANDING SHOPPING CENTER, 2.5 M (8.2 FT) NORTH
 BL2019'OF THE NORTH EDGE OF A PARKING LOT, AND 0.8 M (2.6 FT) NORTH OF THE
 BL2019'NORTHWEST EDGE OF A WOODEN PLANTER.  NOTE--ACCESS TO DATUM POINT IS
 BL2019'HAD THROUGH A 5-INCH LOGO CAP.
 BL2019'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL2019
 BL2019                          STATION RECOVERY (1995)
 BL2019
 BL2019'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2019'RECOVERED IN GOOD CONDITION.
 BL2019
 BL2019                          STATION RECOVERY (2004)
 BL2019
 BL2019'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2019'RECOVERED IN GOOD CONDITION.
 BL2019
 BL2019                          STATION RECOVERY (2005)
 BL2019
 BL2019'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2019'FOUND AS DESCRIBED. GO TO N30 01 12.7 W095 22 49.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5697 ***********************************************************************
 AW5697  DESIGNATION -  X 1512
 AW5697  PID         -  AW5697
 AW5697  STATE/COUNTY-  TX/HARRIS
 AW5697  USGS QUAD   -  PASADENA (1995)
 AW5697
 AW5697                         *CURRENT SURVEY CONTROL
 AW5697  ___________________________________________________________________
 AW5697* NAD 83(1986)-  29 37 36.     (N)    095 10 59.     (W)     SCALED    
 AW5697* NAVD 88     -        11.425  (meters)      37.48   (feet)  ADJUSTED  
 AW5697  ___________________________________________________________________
 AW5697  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW5697  DYNAMIC HT  -          11.409 (meters)      37.43  (feet)  COMP
 AW5697  MODELED GRAV-     979,276.5   (mgal)                       NAVD 88
 AW5697
 AW5697  VERT ORDER  -  FIRST     CLASS II
 AW5697
 AW5697.The horizontal coordinates were scaled from a topographic map and have
 AW5697.an estimated accuracy of +/- 6 seconds.
 AW5697
 AW5697.The orthometric height was determined by differential leveling
 AW5697.and adjusted by the National Geodetic Survey in June 1991..
 AW5697
 AW5697.The geoid height was determined by GEOID03.
 AW5697
 AW5697.The dynamic height is computed by dividing the NAVD 88
 AW5697.geopotential number by the normal gravity value computed on the
 AW5697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5697.degrees latitude (g = 980.6199 gals.).
 AW5697
 AW5697.The modeled gravity was interpolated from observed gravity values.
 AW5697
 AW5697;                    North         East    Units  Estimated Accuracy
 AW5697;SPC TXSC     - 4,204,780.      969,540.      MT  (+/- 180 meters Scaled)
 AW5697
 AW5697                          SUPERSEDED SURVEY CONTROL
 AW5697
 AW5697  NGVD 29 (12/23/87)   11.421  (m)           37.47   (f) ADJUSTED    1 2
 AW5697
 AW5697.Superseded values are not recommended for survey control.
 AW5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5697.See file dsdata.txt to determine how the superseded data were derived.
 AW5697
 AW5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN886794(NAD 83)
 AW5697_MARKER: I = METAL ROD
 AW5697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5697_SP_SET: STAINLESS STEEL ROD
 AW5697_STAMPING: X 1512 1987
 AW5697_MARK LOGO: NGS   
 AW5697_PROJECTION: RECESSED 2 CENTIMETERS
 AW5697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5697+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW5697_ROD/PIPE-DEPTH: 9.1  meters
 AW5697
 AW5697  HISTORY     - Date     Condition        Report By
 AW5697  HISTORY     - 1987     MONUMENTED       NGS
 AW5697  HISTORY     - 19900805 MARK NOT FOUND   USPSQD
 AW5697  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW5697  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 AW5697  HISTORY     - 20050116 GOOD             USPSQD
 AW5697
 AW5697                          STATION DESCRIPTION
 AW5697
 AW5697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5697'1.5 KM (0.95 MI) EAST FROM GENOA.
 AW5697'1.5 KM (0.95 MI) EAST ALONG GENOA RED BLUFF ROAD FROM THE CROSSING OF
 AW5697'THE HOUSTON AND HENDERSON RAILROAD IN GENOA, 18.0 METERS (59.1 FT)
 AW5697'SOUTH OF THE CENTERLINE OF THE ROAD, 9.4 METERS (30.8 FT)
 AW5697'NORTH-NORTHEAST OF THE SOUTH-SOUTHWEST OF A FENCE LINE AND GATE POST,
 AW5697'7.4 METERS (24.3 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING SOUTH,
 AW5697'5.3 METERS (17.4 FT) SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST END OF A
 AW5697'FENCE LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5697'CAP.
 AW5697'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST
 AW5697'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW5697
 AW5697                          STATION RECOVERY (1990)
 AW5697
 AW5697'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5697'MARK NOT FOUND.
 AW5697
 AW5697                          STATION RECOVERY (1998)
 AW5697
 AW5697'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5697'MARK NOT FOUND.
 AW5697
 AW5697                          STATION RECOVERY (2003)
 AW5697
 AW5697'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5697'MARK NOT FOUND.
 AW5697
 AW5697                          STATION RECOVERY (2005)
 AW5697
 AW5697'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6269 ***********************************************************************
 AC6269  DESIGNATION -  X 1516
 AC6269  PID         -  AC6269
 AC6269  STATE/COUNTY-  TX/GALVESTON
 AC6269  USGS QUAD   -  TEXAS CITY (1994)
 AC6269
 AC6269                         *CURRENT SURVEY CONTROL
 AC6269  ___________________________________________________________________
 AC6269* NAD 83(1986)-  29 23 48.     (N)    094 59 07.     (W)     SCALED    
 AC6269* NAVD 88     -         5.249  (meters)      17.22   (feet)  ADJUSTED  
 AC6269  ___________________________________________________________________
 AC6269  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AC6269  DYNAMIC HT  -           5.242 (meters)      17.20  (feet)  COMP
 AC6269  MODELED GRAV-     979,267.1   (mgal)                       NAVD 88
 AC6269
 AC6269  VERT ORDER  -  FIRST     CLASS II
 AC6269
 AC6269.The horizontal coordinates were scaled from a topographic map and have
 AC6269.an estimated accuracy of +/- 6 seconds.
 AC6269
 AC6269.The orthometric height was determined by differential leveling
 AC6269.and adjusted by the National Geodetic Survey in March 1997..
 AC6269
 AC6269.The geoid height was determined by GEOID03.
 AC6269
 AC6269.The dynamic height is computed by dividing the NAVD 88
 AC6269.geopotential number by the normal gravity value computed on the
 AC6269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6269.degrees latitude (g = 980.6199 gals.).
 AC6269
 AC6269.The modeled gravity was interpolated from observed gravity values.
 AC6269
 AC6269;                    North         East    Units  Estimated Accuracy
 AC6269;SPC TXSC     - 4,179,950.      989,560.      MT  (+/- 180 meters Scaled)
 AC6269
 AC6269                          SUPERSEDED SURVEY CONTROL
 AC6269
 AC6269.No superseded survey control is available for this station.
 AC6269
 AC6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN073535(NAD 83)
 AC6269_MARKER: DV = VERTICAL CONTROL DISK
 AC6269_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC6269_SP_SET: PIER
 AC6269_STAMPING: X 1516 1996
 AC6269_MARK LOGO: NGS   
 AC6269_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6269+STABILITY: POSITION/ELEVATION WELL
 AC6269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6269+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AC6269
 AC6269  HISTORY     - Date     Condition        Report By
 AC6269  HISTORY     - 1996     MONUMENTED       NGS
 AC6269  HISTORY     - 20040207 GOOD             USPSQD
 AC6269  HISTORY     - 20050607 GOOD             USPSQD
 AC6269
 AC6269                          STATION DESCRIPTION
 AC6269
 AC6269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6269'IN LA MARQUE, AT THE INTERSECTION OF STATE HIGHWAYS 3 AND 1764, SET
 AC6269'VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHEASTERLY COLUMN OF THE
 AC6269'1ST PIER EAST OF THE WEST ABUTMENT OF THE HIGHWAY 1764 OVERPASS OF
 AC6269'HIGHWAY 3, 12.2 M (40.0 FT) SOUTHWEST OF THE CENTER OF THE SOUTHBOUND
 AC6269'LANES OF HIGHWAY 3, AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.
 AC6269
 AC6269                          STATION RECOVERY (2004)
 AC6269
 AC6269'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AC6269'GO TO  N 29 23.779  W 094 59.192
 AC6269
 AC6269                          STATION RECOVERY (2005)
 AC6269
 AC6269'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6269'MARK FOUND AT N29 23 46.4  W094 59 11.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0748 ***********************************************************************
 CE0748  DESIGNATION -  X 1517
 CE0748  PID         -  CE0748
 CE0748  STATE/COUNTY-  TX/EL PASO
 CE0748  USGS QUAD   -  EL PASO (1997)
 CE0748
 CE0748                         *CURRENT SURVEY CONTROL
 CE0748  ___________________________________________________________________
 CE0748* NAD 83(1986)-  31 49 32.     (N)    106 27 20.     (W)     SCALED    
 CE0748* NAVD 88     -      1246.120  (meters)    4088.31   (feet)  ADJUSTED  
 CE0748  ___________________________________________________________________
 CE0748  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0748  DYNAMIC HT  -        1244.234 (meters)    4082.12  (feet)  COMP
 CE0748  MODELED GRAV-     979,082.7   (mgal)                       NAVD 88
 CE0748
 CE0748  VERT ORDER  -  FIRST     CLASS I
 CE0748
 CE0748.The horizontal coordinates were scaled from a topographic map and have
 CE0748.an estimated accuracy of +/- 6 seconds.
 CE0748
 CE0748.The orthometric height was determined by differential leveling
 CE0748.and adjusted by the National Geodetic Survey in November 1996..
 CE0748
 CE0748.The geoid height was determined by GEOID03.
 CE0748
 CE0748.The dynamic height is computed by dividing the NAVD 88
 CE0748.geopotential number by the normal gravity value computed on the
 CE0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0748.degrees latitude (g = 980.6199 gals.).
 CE0748
 CE0748.The modeled gravity was interpolated from observed gravity values.
 CE0748
 CE0748;                    North         East    Units  Estimated Accuracy
 CE0748;SPC TX C     - 3,255,280.      120,700.      MT  (+/- 180 meters Scaled)
 CE0748
 CE0748                          SUPERSEDED SURVEY CONTROL
 CE0748
 CE0748.No superseded survey control is available for this station.
 CE0748
 CE0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR622220(NAD 83)
 CE0748_MARKER: I = METAL ROD
 CE0748_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CE0748+WITH SETTING: INFORMATION.
 CE0748_SP_SET: METAL ROD DRIVEN INTO GROUND
 CE0748_STAMPING: X 1517 1993
 CE0748_MARK LOGO: NGS   
 CE0748_PROJECTION: FLUSH
 CE0748_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0748+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0748_ROD/PIPE-DEPTH: 1.8  meters
 CE0748
 CE0748  HISTORY     - Date     Condition        Report By
 CE0748  HISTORY     - 1993     MONUMENTED       NGS
 CE0748
 CE0748                          STATION DESCRIPTION
 CE0748
 CE0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0748'IN EL PASO, AT THE INTERSECTION OF FRED WILSON ROAD AND ALABAMA
 CE0748'STREET, 10.2 M (33.5 FT) NORTH OF THE CENTER OF THE WESTBOUND LANE OF
 CE0748'THE ROAD, 7.2 M (23.6 FT) SOUTHEAST OF AND LEVEL WITH THE CENTERLINE
 CE0748'OF THE NORTHBOUND LANES OF THE STREET, 3.3 M (10.8 FT) NORTHEAST OF A
 CE0748'TRAFFIC SIGNAL POLE, AND 0.9 M (3.0 FT) NORTH OF AN UNDERGROUND CABLE
 CE0748'JUNCTION BOX.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CE0748'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8488 ***********************************************************************
 AC8488  DESIGNATION -  X 1518
 AC8488  PID         -  AC8488
 AC8488  STATE/COUNTY-  TX/NUECES
 AC8488  USGS QUAD   -  OSO CREEK NE (1975)
 AC8488
 AC8488                         *CURRENT SURVEY CONTROL
 AC8488  ___________________________________________________________________
 AC8488* NAD 83(1986)-  27 40 53.     (N)    097 18 53.     (W)     SCALED    
 AC8488* NAVD 88     -         6.276  (meters)      20.59   (feet)  ADJUSTED  
 AC8488  ___________________________________________________________________
 AC8488  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AC8488  DYNAMIC HT  -           6.266 (meters)      20.56  (feet)  COMP
 AC8488  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AC8488
 AC8488  VERT ORDER  -  FIRST     CLASS II
 AC8488
 AC8488.The horizontal coordinates were scaled from a topographic map and have
 AC8488.an estimated accuracy of +/- 6 seconds.
 AC8488
 AC8488.The orthometric height was determined by differential leveling
 AC8488.and adjusted by the National Geodetic Survey in December 1997..
 AC8488
 AC8488.The geoid height was determined by GEOID03.
 AC8488
 AC8488.The dynamic height is computed by dividing the NAVD 88
 AC8488.geopotential number by the normal gravity value computed on the
 AC8488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8488.degrees latitude (g = 980.6199 gals.).
 AC8488
 AC8488.The modeled gravity was interpolated from observed gravity values.
 AC8488
 AC8488;                    North         East    Units  Estimated Accuracy
 AC8488;SPC TX S     - 5,223,770.      416,920.      MT  (+/- 180 meters Scaled)
 AC8488
 AC8488                          SUPERSEDED SURVEY CONTROL
 AC8488
 AC8488.No superseded survey control is available for this station.
 AC8488
 AC8488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR661630(NAD 83)
 AC8488_MARKER: DD = SURVEY DISK
 AC8488_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8488_SP_SET: BRIDGE ABUTMENT
 AC8488_STAMPING: X 1518
 AC8488_MARK LOGO: TXHD  
 AC8488_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8488+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8488
 AC8488  HISTORY     - Date     Condition        Report By
 AC8488  HISTORY     - UNK      MONUMENTED       TXHD
 AC8488  HISTORY     - 19970209 GOOD             NGS
 AC8488
 AC8488                          STATION DESCRIPTION
 AC8488
 AC8488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8488'13.0 KM (8.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 FROM THE
 AC8488'JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, IN TOP OF AND 0.6 M
 AC8488'(2.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 AC8488'ABUTMENT OF THE HIGHWAY BRIDGE SPANNING OSO BAY, 10.2 M (33.5 FT)
 AC8488'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 AC8488'THE HIGHWAY, AND 3.9 M (12.8 FT) EAST OF THE EAST END OF A CHAIN-LINK
 AC8488'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8471 ***********************************************************************
 AC8471  DESIGNATION -  X 1519
 AC8471  PID         -  AC8471
 AC8471  STATE/COUNTY-  TX/NUECES
 AC8471  USGS QUAD   -  OSO CREEK NE (1975)
 AC8471
 AC8471                         *CURRENT SURVEY CONTROL
 AC8471  ___________________________________________________________________
 AC8471* NAD 83(1986)-  27 40 27.     (N)    097 16 45.     (W)     SCALED    
 AC8471* NAVD 88     -         3.977  (meters)      13.05   (feet)  ADJUSTED  
 AC8471  ___________________________________________________________________
 AC8471  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AC8471  DYNAMIC HT  -           3.971 (meters)      13.03  (feet)  COMP
 AC8471  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 AC8471
 AC8471  VERT ORDER  -  FIRST     CLASS II
 AC8471
 AC8471.The horizontal coordinates were scaled from a topographic map and have
 AC8471.an estimated accuracy of +/- 6 seconds.
 AC8471
 AC8471.The orthometric height was determined by differential leveling
 AC8471.and adjusted by the National Geodetic Survey in December 1997..
 AC8471
 AC8471.The geoid height was determined by GEOID03.
 AC8471
 AC8471.The dynamic height is computed by dividing the NAVD 88
 AC8471.geopotential number by the normal gravity value computed on the
 AC8471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8471.degrees latitude (g = 980.6199 gals.).
 AC8471
 AC8471.The modeled gravity was interpolated from observed gravity values.
 AC8471
 AC8471;                    North         East    Units  Estimated Accuracy
 AC8471;SPC TX S     - 5,223,000.      420,440.      MT  (+/- 180 meters Scaled)
 AC8471
 AC8471                          SUPERSEDED SURVEY CONTROL
 AC8471
 AC8471.No superseded survey control is available for this station.
 AC8471
 AC8471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR697622(NAD 83)
 AC8471_MARKER: DD = SURVEY DISK
 AC8471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8471_STAMPING: X 1519
 AC8471_MARK LOGO: TXHD  
 AC8471_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8471+STABILITY: SURFACE MOTION
 AC8471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8471+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8471
 AC8471  HISTORY     - Date     Condition        Report By
 AC8471  HISTORY     - UNK      MONUMENTED       TXHD
 AC8471  HISTORY     - 19970205 GOOD             NGS
 AC8471
 AC8471                          STATION DESCRIPTION
 AC8471
 AC8471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8471'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 358 AND
 AC8471'SCOTLAND DRIVE, 18.3 M (60.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AC8471'WESTBOUND LANES OF THE HIGHWAY, 8.3 M (27.2 FT) SOUTHEAST OF THE DRIVE
 AC8471'CENTER, 0.6 M (2.0 FT) SOUTH OF UTILITY POLE NUMBER G 1236 23 A WITH A
 AC8471'GUY CABLE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT)
 AC8471'NORTH OF A CHAIN-LINK FENCE CORNER, AND THE MONUMENT PROJECTS 0.1 M
 AC8471'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6876 ***********************************************************************
 AE6876  DESIGNATION -  X 1520
 AE6876  PID         -  AE6876
 AE6876  STATE/COUNTY-  TX/KENT
 AE6876  USGS QUAD   -  JUSTICEBURG SE (1969)
 AE6876
 AE6876                         *CURRENT SURVEY CONTROL
 AE6876  ___________________________________________________________________
 AE6876* NAD 83(1986)-  33 00 26.     (N)    101 01 47.     (W)     SCALED    
 AE6876* NAVD 88     -       699.083  (meters)    2293.57   (feet)  ADJUSTED  
 AE6876  ___________________________________________________________________
 AE6876  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AE6876  DYNAMIC HT  -         698.198 (meters)    2290.67  (feet)  COMP
 AE6876  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 AE6876
 AE6876  VERT ORDER  -  FIRST     CLASS II
 AE6876
 AE6876.The horizontal coordinates were scaled from a topographic map and have
 AE6876.an estimated accuracy of +/- 6 seconds.
 AE6876
 AE6876.The orthometric height was determined by differential leveling
 AE6876.and adjusted by the National Geodetic Survey in July 2002..
 AE6876
 AE6876.The geoid height was determined by GEOID03.
 AE6876
 AE6876.The dynamic height is computed by dividing the NAVD 88
 AE6876.geopotential number by the normal gravity value computed on the
 AE6876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6876.degrees latitude (g = 980.6199 gals.).
 AE6876
 AE6876.The modeled gravity was interpolated from observed gravity values.
 AE6876
 AE6876;                    North         East    Units  Estimated Accuracy
 AE6876;SPC TXNC     - 2,151,500.      363,660.      MT  (+/- 180 meters Scaled)
 AE6876
 AE6876                          SUPERSEDED SURVEY CONTROL
 AE6876
 AE6876.No superseded survey control is available for this station.
 AE6876
 AE6876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB103539(NAD 83)
 AE6876_MARKER: DV = VERTICAL CONTROL DISK
 AE6876_SETTING: 66 = SET IN ROCK OUTCROP
 AE6876_STAMPING: X 1520 1997
 AE6876_MARK LOGO: NGS   
 AE6876_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6876+STABILITY: POSITION/ELEVATION WELL
 AE6876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6876+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6876
 AE6876  HISTORY     - Date     Condition        Report By
 AE6876  HISTORY     - 1997     MONUMENTED       NGS
 AE6876
 AE6876                          STATION DESCRIPTION
 AE6876
 AE6876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6876'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6876'OF STATE HIGHWAY 208 IN SNYDER, THENCE 10.1 KM (6.25 MI) EASTERLY
 AE6876'ALONG A GRAVELED ROAD, NEAR THE CENTER OF A 3 BY 5-FOOT AREA OF
 AE6876'OUTCROPPING BEDROCK, 27.7 M (90.9 FT) SOUTHWEST OF THE CENTER OF A
 AE6876'ROAD LEADING NORTH, 13.9 M (45.6 FT) NORTHWEST OF THE ROAD CENTER, 0.3
 AE6876'M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHEAST
 AE6876'OF A WITNESS POST.  NOTE--THE MARK IS ON PROPERTY OWNED BY JOHN REED,
 AE6876'600 CR 342, SNYDER, TX 79549, TELEPHONE NUMBER (915) 573-7878.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ9027 ***********************************************************************
 AJ9027  DESIGNATION -  X 1520
 AJ9027  PID         -  AJ9027
 AJ9027  STATE/COUNTY-  TX/DEAF SMITH
 AJ9027  USGS QUAD   -  HEREFORD (1970)
 AJ9027
 AJ9027                         *CURRENT SURVEY CONTROL
 AJ9027  ___________________________________________________________________
 AJ9027* NAD 83(1986)-  34 49 24.     (N)    102 29 38.     (W)     SCALED    
 AJ9027* NAVD 88     -      1183.433  (meters)    3882.65   (feet)  ADJUSTED  
 AJ9027  ___________________________________________________________________
 AJ9027  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AJ9027  DYNAMIC HT  -        1181.942 (meters)    3877.75  (feet)  COMP
 AJ9027  MODELED GRAV-     979,334.2   (mgal)                       NAVD 88
 AJ9027
 AJ9027  VERT ORDER  -  FIRST     CLASS II
 AJ9027
 AJ9027.The horizontal coordinates were scaled from a topographic map and have
 AJ9027.an estimated accuracy of +/- 6 seconds.
 AJ9027
 AJ9027.The orthometric height was determined by differential leveling
 AJ9027.and adjusted by the National Geodetic Survey in May 2002..
 AJ9027.No vertical observational check was made to the station.
 AJ9027
 AJ9027.The geoid height was determined by GEOID03.
 AJ9027
 AJ9027.The dynamic height is computed by dividing the NAVD 88
 AJ9027.geopotential number by the normal gravity value computed on the
 AJ9027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9027.degrees latitude (g = 980.6199 gals.).
 AJ9027
 AJ9027.The modeled gravity was interpolated from observed gravity values.
 AJ9027
 AJ9027;                    North         East    Units  Estimated Accuracy
 AJ9027;SPC TX N     - 1,091,800.      109,080.      MT  (+/- 180 meters Scaled)
 AJ9027
 AJ9027                          SUPERSEDED SURVEY CONTROL
 AJ9027
 AJ9027.No superseded survey control is available for this station.
 AJ9027
 AJ9027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU292563(NAD 83)
 AJ9027_MARKER: F = FLANGE-ENCASED ROD
 AJ9027_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ9027_STAMPING: X 1520 2002
 AJ9027_MARK LOGO: NGS   
 AJ9027_PROJECTION: RECESSED 0 CENTIMETERS
 AJ9027_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ9027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9027+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 AJ9027_ROD/PIPE-DEPTH: 7.3  meters
 AJ9027_SLEEVE-DEPTH  : 0.9 meters
 AJ9027
 AJ9027  HISTORY     - Date     Condition        Report By
 AJ9027  HISTORY     - 20020320 MONUMENTED       NGS
 AJ9027
 AJ9027                          STATION DESCRIPTION
 AJ9027
 AJ9027'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ9027'0.8 KM SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION OF
 AJ9027'U.S. HIGHWAY 385 IN
 AJ9027'HEREFORD, THENCE 5.8 KM WESTERLY ALONG FARM ROAD 2856, THENCE 3.2 KM
 AJ9027'WESTERLY ALONG
 AJ9027'FARM ROAD 1058,  AT THE JUNCTION OF COUNTY ROAD J, 18.6 M NORTH OF THE
 AJ9027'CENTER OF FARM
 AJ9027'ROAD 1058, 9.7 M EAST OF THE CENTER OF COUNTY ROAD J, 0.6 M EAST OF A
 AJ9027'UTILITY POLE, 0.7 M
 AJ9027'SOUTH OF A WITNESS POST.    NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AJ9027'A 5-INCH LOGO CAP.
 AJ9027'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AJ9027'THE MARK IS ON
 AJ9027'THE COUNTY ROAD RIGHT-OF-WAY.
 AJ9027'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0520 ***********************************************************************
 DM0520  DESIGNATION -  X 153
 DM0520  PID         -  DM0520
 DM0520  STATE/COUNTY-  TX/DELTA
 DM0520  USGS QUAD   -  KLONDIKE (1964)
 DM0520
 DM0520                         *CURRENT SURVEY CONTROL
 DM0520  ___________________________________________________________________
 DM0520* NAD 83(1986)-  33 15 43.     (N)    095 49 13.     (W)     SCALED    
 DM0520* NAVD 88     -       146.693  (meters)     481.28   (feet)  ADJUSTED  
 DM0520  ___________________________________________________________________
 DM0520  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DM0520  DYNAMIC HT  -         146.535 (meters)     480.76  (feet)  COMP
 DM0520  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DM0520
 DM0520  VERT ORDER  -  SECOND    CLASS 0
 DM0520
 DM0520.The horizontal coordinates were scaled from a topographic map and have
 DM0520.an estimated accuracy of +/- 6 seconds.
 DM0520
 DM0520.The orthometric height was determined by differential leveling
 DM0520.and adjusted by the National Geodetic Survey in June 1991..
 DM0520
 DM0520.The geoid height was determined by GEOID03.
 DM0520
 DM0520.The dynamic height is computed by dividing the NAVD 88
 DM0520.geopotential number by the normal gravity value computed on the
 DM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0520.degrees latitude (g = 980.6199 gals.).
 DM0520
 DM0520.The modeled gravity was interpolated from observed gravity values.
 DM0520
 DM0520;                    North         East    Units  Estimated Accuracy
 DM0520;SPC TXNC     - 2,180,090.      849,630.      MT  (+/- 180 meters Scaled)
 DM0520
 DM0520                          SUPERSEDED SURVEY CONTROL
 DM0520
 DM0520  NGVD 29 (??/??/92)  146.678  (m)          481.23   (f) ADJ UNCH    2 0
 DM0520
 DM0520.Superseded values are not recommended for survey control.
 DM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0520.See file dsdata.txt to determine how the superseded data were derived.
 DM0520
 DM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS372838(NAD 83)
 DM0520_MARKER: DD = SURVEY DISK
 DM0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0520_STAMPING: 481.226 X 153 1933
 DM0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0520+STABILITY: SURFACE MOTION
 DM0520
 DM0520  HISTORY     - Date     Condition        Report By
 DM0520  HISTORY     - 1933     MONUMENTED       CGS
 DM0520  HISTORY     - 1964     GOOD             USGS
 DM0520  HISTORY     - 19950620 GOOD             USPSQD
 DM0520  HISTORY     - 20020508 MARK NOT FOUND   JCLS
 DM0520
 DM0520                          STATION DESCRIPTION
 DM0520
 DM0520'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DM0520'4.6 MI NE FROM COMMERCE.
 DM0520'IN DELTA COUNTY, ABOUT 4.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC
 DM0520'RAILROAD FROM COMMERCE, HUNT COUNTY, AT HORTON, AT THE EAST EDGE OF A
 DM0520'YARD, 30 FEET NORTH AND 45 FEET EAST OF THE NORTHEAST CORNER OF A
 DM0520'HOUSE.  A STANDARD DISK, STAMPED 481.226 X 153 1933 AND SET IN THE TOP
 DM0520'OF A CONCRETE POST.
 DM0520
 DM0520                          STATION RECOVERY (1995)
 DM0520
 DM0520'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0520'RECOVERED IN GOOD CONDITION.
 DM0520
 DM0520                          STATION RECOVERY (2002)
 DM0520
 DM0520'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DM0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0578 ***********************************************************************
 DM0578  DESIGNATION -  X 154
 DM0578  PID         -  DM0578
 DM0578  STATE/COUNTY-  TX/LAMAR
 DM0578  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM0578
 DM0578                         *CURRENT SURVEY CONTROL
 DM0578  ___________________________________________________________________
 DM0578* NAD 83(1993)-  33 49 40.41525(N)    095 31 08.48998(W)     ADJUSTED  
 DM0578* NAVD 88     -       161.133  (meters)     528.65   (feet)  ADJUSTED  
 DM0578  ___________________________________________________________________
 DM0578  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DM0578  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DM0578  DYNAMIC HT  -         160.964 (meters)     528.10  (feet)  COMP
 DM0578  MODELED GRAV-     979,582.2   (mgal)                       NAVD 88
 DM0578
 DM0578  HORZ ORDER  -  SECOND
 DM0578  VERT ORDER  -  SECOND    CLASS 0
 DM0578
 DM0578.The horizontal coordinates were established by classical geodetic methods
 DM0578.and adjusted by the National Geodetic Survey in February 1996..
 DM0578
 DM0578.The orthometric height was determined by differential leveling
 DM0578.and adjusted by the National Geodetic Survey in June 1991..
 DM0578
 DM0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM0578
 DM0578.The geoid height was determined by GEOID03.
 DM0578
 DM0578.The dynamic height is computed by dividing the NAVD 88
 DM0578.geopotential number by the normal gravity value computed on the
 DM0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0578.degrees latitude (g = 980.6199 gals.).
 DM0578
 DM0578.The modeled gravity was interpolated from observed gravity values.
 DM0578
 DM0578;                    North         East     Units Scale Factor Converg.
 DM0578;SPC TXNC     - 2,243,581.738   875,904.008   MT  0.99996424   +1 37 32.9
 DM0578;SPC TXNC     - 7,360,817.75  2,873,695.07   sFT  0.99996424   +1 37 32.9
 DM0578;SPC OK S     -    57,681.351   829,647.582   MT  1.00002240   +1 24 29.7
 DM0578;SPC OK S     -   189,242.90  2,721,935.44   sFT  1.00002240   +1 24 29.7
 DM0578;UTM  15      - 3,745,927.383   266,876.622   MT  1.00027002   -1 24 10.7
 DM0578
 DM0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM0578!SPC TXNC     -   0.99997908  x   0.99996424  =   0.99994332
 DM0578!SPC OK S     -   0.99997908  x   1.00002240  =   1.00000148
 DM0578!UTM  15      -   0.99997908  x   1.00027002  =   1.00024909
 DM0578
 DM0578                          SUPERSEDED SURVEY CONTROL
 DM0578
 DM0578  NAD 83(1993)-  33 49 40.41546(N)    095 31 08.48972(W) AD(       ) 2
 DM0578  NAD 83(1986)-  33 49 40.42122(N)    095 31 08.47957(W) AD(       ) 2
 DM0578  NAD 27      -  33 49 40.04700(N)    095 31 07.63300(W) AD(       ) 2
 DM0578  NGVD 29 (??/??/92)  161.093  (m)          528.52   (f) ADJ UNCH    2 0
 DM0578
 DM0578.Superseded values are not recommended for survey control.
 DM0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0578.See file dsdata.txt to determine how the superseded data were derived.
 DM0578
 DM0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6687745927(NAD 83)
 DM0578_MARKER: DB = BENCH MARK DISK
 DM0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0578_STAMPING: X 154 1933
 DM0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0578+STABILITY: SURFACE MOTION
 DM0578
 DM0578  HISTORY     - Date     Condition        Report By
 DM0578  HISTORY     - 1933     MONUMENTED       CGS
 DM0578  HISTORY     - 1944     GOOD             SLSFRR
 DM0578  HISTORY     - 1951     GOOD             CGS
 DM0578  HISTORY     - 1957     GOOD             CGS
 DM0578  HISTORY     - 19950607 GOOD             USPSQD
 DM0578
 DM0578                          STATION DESCRIPTION
 DM0578
 DM0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0578'13.7 MI N FROM PARIS.
 DM0578'13.7 MILES NORTH OF, ALONG ST. LOUIS SAN FRANCISCO RY.  BETWEEN THE
 DM0578'5TH AND 6TH POST SOUTH OF MILEPOST 572.  15 FEET NORTH OF DIRT ROAD
 DM0578'CROSSING TRACK 300 FEET WEST OF HIGHWAY U.S. 271.  2 FEET WEST OF
 DM0578'RIGHT OF WAY FENCE.  50 FEET EAST OF TRACK C.L.  TABLET SET IN TOP OF
 DM0578'CONCRETE POST.
 DM0578
 DM0578                          STATION RECOVERY (1944)
 DM0578
 DM0578'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0578'RECOVERED IN GOOD CONDITION.
 DM0578
 DM0578                          STATION RECOVERY (1951)
 DM0578
 DM0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM0578'STATION IS LOCATED ABOUT 3 MILES SOUTH SOUTHWEST OF ARTHUR
 DM0578'CITY AND 1.0 MILE NORTH NORTHEAST OF THE POWDERLY POST OFFICE.
 DM0578'STATION IS 46 FEET EAST OF EAST RAIL OF RAILROAD TRACK, 17
 DM0578'FEET NORTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 3
 DM0578'FEET NORTHWEST OF FENCE CORNER AND WITNESS POST.  THE MARK
 DM0578'IS A 1 FOOT SQUARE CONCRETE BLOCK WITH STANDARD DISK, PROJECTS
 DM0578'ABOUT 1 FOOT AND THE DISK IS STAMPED X154 1933.
 DM0578'
 DM0578'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM0578'POWDERLY TO MARK AND THE DISTANCE IS 502.556 METERS (1648.80 FEET)
 DM0578'NORTH NORTHWEST.
 DM0578'
 DM0578'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND FARM
 DM0578'ROAD 197 IN ARTHUR CITY GO SOUTHERLY ON U.S. HIGHWAY 271 FOR
 DM0578'3.0 MILES TO SIDE ROAD LEFT.  TURN RIGHT AND GO WEST ON DIRT
 DM0578'ROAD FOR 0.1 MILE TO MARK ON RIGHT JUST BEFORE REACHING
 DM0578'RAILROAD CROSSING AS DESCRIBED.
 DM0578
 DM0578                          STATION RECOVERY (1957)
 DM0578
 DM0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM0578'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM0578'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM0578
 DM0578                          STATION RECOVERY (1995)
 DM0578
 DM0578'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0291 ***********************************************************************
 DM0291  DESIGNATION -  X 156
 DM0291  PID         -  DM0291
 DM0291  STATE/COUNTY-  TX/TITUS
 DM0291  USGS QUAD   -  COOKVILLE (1980)
 DM0291
 DM0291                         *CURRENT SURVEY CONTROL
 DM0291  ___________________________________________________________________
 DM0291* NAD 83(1986)-  33 11 06.     (N)    094 50 07.     (W)     SCALED    
 DM0291* NAVD 88     -       133.395  (meters)     437.65   (feet)  ADJUSTED  
 DM0291  ___________________________________________________________________
 DM0291  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0291  DYNAMIC HT  -         133.250 (meters)     437.17  (feet)  COMP
 DM0291  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DM0291
 DM0291  VERT ORDER  -  SECOND    CLASS 0
 DM0291
 DM0291.The horizontal coordinates were scaled from a topographic map and have
 DM0291.an estimated accuracy of +/- 6 seconds.
 DM0291
 DM0291.The orthometric height was determined by differential leveling
 DM0291.and adjusted by the National Geodetic Survey in June 1991..
 DM0291
 DM0291.The geoid height was determined by GEOID03.
 DM0291
 DM0291.The dynamic height is computed by dividing the NAVD 88
 DM0291.geopotential number by the normal gravity value computed on the
 DM0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0291.degrees latitude (g = 980.6199 gals.).
 DM0291
 DM0291.The modeled gravity was interpolated from observed gravity values.
 DM0291
 DM0291;                    North         East    Units  Estimated Accuracy
 DM0291;SPC TXNC     - 2,174,330.      941,650.      MT  (+/- 180 meters Scaled)
 DM0291
 DM0291                          SUPERSEDED SURVEY CONTROL
 DM0291
 DM0291  NGVD 29 (??/??/92)  133.399  (m)          437.66   (f) ADJ UNCH    2 0
 DM0291
 DM0291.Superseded values are not recommended for survey control.
 DM0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0291.See file dsdata.txt to determine how the superseded data were derived.
 DM0291
 DM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS289732(NAD 83)
 DM0291_MARKER: DB = BENCH MARK DISK
 DM0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0291_STAMPING: X 156 1933
 DM0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0291+STABILITY: SURFACE MOTION
 DM0291
 DM0291  HISTORY     - Date     Condition        Report By
 DM0291  HISTORY     - 1933     MONUMENTED       CGS
 DM0291  HISTORY     - 1965     GOOD             LOCENG
 DM0291
 DM0291                          STATION DESCRIPTION
 DM0291
 DM0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0291'5.4 MI W FROM OMAHA.
 DM0291'5.4 MILES WEST OF, ALONG ST.L.S.W.RY.  CONCRETE POST, 1.0 MILE EAST OF
 DM0291'COOKVILLE, MILEPOST 471 PLUS 10 1/2 POLE INTERVALS, 92 FEET NORTHEAST
 DM0291'OF LANE CROSSING, 9 FEET SOUTHWEST OF T-FENCE CORNER, 45 FEET NORTH OF
 DM0291'RAILROAD CENTER-LINE.  TABLET ON TOP OF CONCRETE POST. NOTE-- THE
 DM0291'GROUND WAS DUG OUT AROUND THE BENCH MARK.  ELEVATION NEEDS TO BE
 DM0291'CHECKED.
 DM0291
 DM0291                          STATION RECOVERY (1965)
 DM0291
 DM0291'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 DM0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0193 ***********************************************************************
 DM0193  DESIGNATION -  X 157
 DM0193  PID         -  DM0193
 DM0193  STATE/COUNTY-  TX/BOWIE
 DM0193  USGS QUAD   -  WRIGHT PATMAN LAKE (1975)
 DM0193
 DM0193                         *CURRENT SURVEY CONTROL
 DM0193  ___________________________________________________________________
 DM0193* NAD 83(1986)-  33 22 22.     (N)    094 11 17.     (W)     SCALED    
 DM0193* NAVD 88     -        85.464  (meters)     280.39   (feet)  ADJUSTED  
 DM0193  ___________________________________________________________________
 DM0193  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0193  DYNAMIC HT  -          85.372 (meters)     280.09  (feet)  COMP
 DM0193  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DM0193
 DM0193  VERT ORDER  -  SECOND    CLASS 0
 DM0193
 DM0193.The horizontal coordinates were scaled from a topographic map and have
 DM0193.an estimated accuracy of +/- 6 seconds.
 DM0193
 DM0193.The orthometric height was determined by differential leveling
 DM0193.and adjusted by the National Geodetic Survey in June 1991..
 DM0193
 DM0193.The geoid height was determined by GEOID03.
 DM0193
 DM0193.The dynamic height is computed by dividing the NAVD 88
 DM0193.geopotential number by the normal gravity value computed on the
 DM0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0193.degrees latitude (g = 980.6199 gals.).
 DM0193
 DM0193.The modeled gravity was interpolated from observed gravity values.
 DM0193
 DM0193;                    North         East    Units  Estimated Accuracy
 DM0193;SPC TXNC     - 2,197,430.    1,001,110.      MT  (+/- 180 meters Scaled)
 DM0193
 DM0193                          SUPERSEDED SURVEY CONTROL
 DM0193
 DM0193  NGVD 29 (??/??/92)   85.482  (m)          280.45   (f) ADJ UNCH    2 0
 DM0193
 DM0193.Superseded values are not recommended for survey control.
 DM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0193.See file dsdata.txt to determine how the superseded data were derived.
 DM0193
 DM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS894932(NAD 83)
 DM0193_MARKER: DB = BENCH MARK DISK
 DM0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0193_SP_SET: ABUTMENT
 DM0193_STAMPING: X 157 1934
 DM0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0193
 DM0193  HISTORY     - Date     Condition        Report By
 DM0193  HISTORY     - 1934     MONUMENTED       CGS
 DM0193  HISTORY     - 1935     GOOD             NGS
 DM0193
 DM0193                          STATION DESCRIPTION
 DM0193
 DM0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0193'8.1 MI W FROM TEXARKANA.
 DM0193'8.1 MILES WEST OF, ALONG ST.L.-S.W.RY.  OPPOSITE 22 TELEGRAPH POST
 DM0193'WEST OF MILEPOST 427.  AT WEST END OF BRIDGE NO. 23.  8 FEET NORTH OF
 DM0193'TRACK C.L.  TABLET CEMENTED IN TOP OF CONCRETE ABUTMENT.
 DM0193
 DM0193                          STATION RECOVERY (1935)
 DM0193
 DM0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0050 ***********************************************************************
 CR0050  DESIGNATION -  X 158
 CR0050  PID         -  CR0050
 CR0050  STATE/COUNTY-  TX/CASS
 CR0050  USGS QUAD   -  LANIER (1962)
 CR0050
 CR0050                         *CURRENT SURVEY CONTROL
 CR0050  ___________________________________________________________________
 CR0050* NAD 83(1986)-  32 53 53.     (N)    094 16 16.     (W)     SCALED    
 CR0050* NAVD 88     -        76.229  (meters)     250.09   (feet)  ADJUSTED  
 CR0050  ___________________________________________________________________
 CR0050  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR0050  DYNAMIC HT  -          76.145 (meters)     249.82  (feet)  COMP
 CR0050  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 CR0050
 CR0050  VERT ORDER  -  SECOND    CLASS 0
 CR0050
 CR0050.The horizontal coordinates were scaled from a topographic map and have
 CR0050.an estimated accuracy of +/- 6 seconds.
 CR0050
 CR0050.The orthometric height was determined by differential leveling
 CR0050.and adjusted by the National Geodetic Survey in June 1991..
 CR0050
 CR0050.The geoid height was determined by GEOID03.
 CR0050
 CR0050.The dynamic height is computed by dividing the NAVD 88
 CR0050.geopotential number by the normal gravity value computed on the
 CR0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0050.degrees latitude (g = 980.6199 gals.).
 CR0050
 CR0050.The modeled gravity was interpolated from observed gravity values.
 CR0050
 CR0050;                    North         East    Units  Estimated Accuracy
 CR0050;SPC TXNC     - 2,144,510.      995,500.      MT  (+/- 180 meters Scaled)
 CR0050
 CR0050                          SUPERSEDED SURVEY CONTROL
 CR0050
 CR0050  NGVD 29 (??/??/92)   76.271  (m)          250.23   (f) ADJ UNCH    2 0
 CR0050
 CR0050.Superseded values are not recommended for survey control.
 CR0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0050.See file dsdata.txt to determine how the superseded data were derived.
 CR0050
 CR0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS811407(NAD 83)
 CR0050_MARKER: DB = BENCH MARK DISK
 CR0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0050_SP_SET: CULVERT
 CR0050_STAMPING: 250.232 X 158 1934
 CR0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0050
 CR0050  HISTORY     - Date     Condition        Report By
 CR0050  HISTORY     - 1934     MONUMENTED       CGS
 CR0050
 CR0050                          STATION DESCRIPTION
 CR0050
 CR0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0050'1.7 MI N FROM LODI.
 CR0050'IN CASS COUNTY, ABOUT 1.7 MILES NORTH ALONG THE TEXAS AND PACIFIC
 CR0050'RAILWAY FROM THE STATION AT LODI, MARION COUNTY, BETWEEN THE TENTH AND
 CR0050'ELEVENTH POLES SOUTH OF MILEPOST 40, AT A CULVERT, IN THE TOP OF THE
 CR0050'EAST CONCRETE HEAD WALL, 6 INCHES FROM THE NORTH END, AND 27 FEET EAST
 CR0050'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 250.232 X
 CR0050'158 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0269 ***********************************************************************
 CR0269  DESIGNATION -  X 159
 CR0269  PID         -  CR0269
 CR0269  STATE/COUNTY-  TX/HARRISON
 CR0269  USGS QUAD   -  HALLSVILLE (1961)
 CR0269
 CR0269                         *CURRENT SURVEY CONTROL
 CR0269  ___________________________________________________________________
 CR0269* NAD 83(1986)-  32 30 15.     (N)    094 34 27.     (W)     SCALED    
 CR0269* NAVD 88     -       112.308  (meters)     368.46   (feet)  ADJUSTED  
 CR0269  ___________________________________________________________________
 CR0269  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0269  DYNAMIC HT  -         112.180 (meters)     368.04  (feet)  COMP
 CR0269  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 CR0269
 CR0269  VERT ORDER  -  SECOND    CLASS 0
 CR0269
 CR0269.The horizontal coordinates were scaled from a topographic map and have
 CR0269.an estimated accuracy of +/- 6 seconds.
 CR0269
 CR0269.The orthometric height was determined by differential leveling
 CR0269.and adjusted by the National Geodetic Survey in June 1991..
 CR0269
 CR0269.The geoid height was determined by GEOID03.
 CR0269
 CR0269.The dynamic height is computed by dividing the NAVD 88
 CR0269.geopotential number by the normal gravity value computed on the
 CR0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0269.degrees latitude (g = 980.6199 gals.).
 CR0269
 CR0269.The modeled gravity was interpolated from observed gravity values.
 CR0269
 CR0269;                    North         East    Units  Estimated Accuracy
 CR0269;SPC TXNC     - 2,099,760.      968,800.      MT  (+/- 180 meters Scaled)
 CR0269
 CR0269                          SUPERSEDED SURVEY CONTROL
 CR0269
 CR0269  NGVD 29 (??/??/92)  112.342  (m)          368.58   (f) ADJ UNCH    2 0
 CR0269
 CR0269.Superseded values are not recommended for survey control.
 CR0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0269.See file dsdata.txt to determine how the superseded data were derived.
 CR0269
 CR0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR521974(NAD 83)
 CR0269_MARKER: DB = BENCH MARK DISK
 CR0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0269_SP_SET: WALL
 CR0269_STAMPING: X 159 1934
 CR0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0269
 CR0269  HISTORY     - Date     Condition        Report By
 CR0269  HISTORY     - 1934     MONUMENTED       CGS
 CR0269  HISTORY     - 1935     GOOD             NGS
 CR0269  HISTORY     - 20010811 GOOD             USPSQD
 CR0269
 CR0269                          STATION DESCRIPTION
 CR0269
 CR0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0269'IN HALLSVILLE.
 CR0269'U.S. POST OFFICE AND HALLSVILLE STATE BANK BUILDING, RAILROAD AVENUE
 CR0269'AND CENTRAL STREET.  NORTH OF POST OFFICE ENTRANCE, 3.8 FEET ABOVE
 CR0269'GROUND ELEV.  TABLET CEMENTED IN FACE OF EAST BRICK WALL OF BUILDING,
 CR0269'IN A VERTICAL POSITION.
 CR0269
 CR0269                          STATION RECOVERY (1935)
 CR0269
 CR0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0269'RECOVERED IN GOOD CONDITION.
 CR0269
 CR0269                          STATION RECOVERY (2001)
 CR0269
 CR0269'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CR0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0084 ***********************************************************************
 CD0084  DESIGNATION -  X 16
 CD0084  PID         -  CD0084
 CD0084  STATE/COUNTY-  TX/REEVES
 CD0084  USGS QUAD   -  SAN MARTINE (1970)
 CD0084
 CD0084                         *CURRENT SURVEY CONTROL
 CD0084  ___________________________________________________________________
 CD0084* NAD 83(1986)-  31 09 18.     (N)    104 04 41.     (W)     SCALED    
 CD0084* NAVD 88     -      1132.832  (meters)    3716.63   (feet)  POSTED    
 CD0084  ___________________________________________________________________
 CD0084  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD0084  DYNAMIC HT  -        1131.120 (meters)    3711.02  (feet)  COMP
 CD0084  MODELED GRAV-     979,088.5   (mgal)                       NAVD 88
 CD0084
 CD0084  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CD0084
 CD0084.The horizontal coordinates were scaled from a topographic map and have
 CD0084.an estimated accuracy of +/- 6 seconds.
 CD0084
 CD0084.The orthometric height was determined by differential leveling
 CD0084.and adjusted by the National Geodetic Survey in 1992..
 CD0084.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CD0084.rate of 1.1 thru 2.0 mm/km.
 CD0084
 CD0084.The geoid height was determined by GEOID03.
 CD0084
 CD0084.The dynamic height is computed by dividing the NAVD 88
 CD0084.geopotential number by the normal gravity value computed on the
 CD0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0084.degrees latitude (g = 980.6199 gals.).
 CD0084
 CD0084.The modeled gravity was interpolated from observed gravity values.
 CD0084
 CD0084;                    North         East    Units  Estimated Accuracy
 CD0084;SPC TX C     - 3,171,000.      343,050.      MT  (+/- 180 meters Scaled)
 CD0084
 CD0084                          SUPERSEDED SURVEY CONTROL
 CD0084
 CD0084.No superseded survey control is available for this station.
 CD0084
 CD0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ878471(NAD 83)
 CD0084_MARKER: Z = SEE DESCRIPTION
 CD0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0084+STABILITY: SURFACE MOTION
 CD0084
 CD0084  HISTORY     - Date     Condition        Report By
 CD0084  HISTORY     - UNK      MONUMENTED       CGS
 CD0084  HISTORY     - 1956     MARK NOT FOUND   NGS
 CD0084
 CD0084                          STATION DESCRIPTION
 CD0084
 CD0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0084'IN SAN MARTINE.
 CD0084'AT SAN MARTINE, REEVES COUNTY, ON THE TEXAS AND PACIFIC RAILWAY, 10
 CD0084'YARDS WEST OF THE SOUTHWEST CORNER OF THE SECTION HOUSE FENCE, AND 10
 CD0084'YARDS NORTH OF THE CENTER LINE OF THE TRACK.  THE BOTTOM OF A SQUARE
 CD0084'HOLE, IN THE TOP OF A STONE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0183 ***********************************************************************
 CR0183  DESIGNATION -  X 160
 CR0183  PID         -  CR0183
 CR0183  STATE/COUNTY-  TX/SMITH
 CR0183  USGS QUAD   -  KILGORE SW (1971)
 CR0183
 CR0183                         *CURRENT SURVEY CONTROL
 CR0183  ___________________________________________________________________
 CR0183* NAD 83(1986)-  32 15 41.     (N)    094 59 26.     (W)     SCALED    
 CR0183* NAVD 88     -       156.072  (meters)     512.05   (feet)  ADJUSTED  
 CR0183  ___________________________________________________________________
 CR0183  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0183  DYNAMIC HT  -         155.890 (meters)     511.45  (feet)  COMP
 CR0183  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 CR0183
 CR0183  VERT ORDER  -  SECOND    CLASS 0
 CR0183
 CR0183.The horizontal coordinates were scaled from a topographic map and have
 CR0183.an estimated accuracy of +/- 6 seconds.
 CR0183
 CR0183.The orthometric height was determined by differential leveling
 CR0183.and adjusted by the National Geodetic Survey in June 1991..
 CR0183
 CR0183.The geoid height was determined by GEOID03.
 CR0183
 CR0183.The dynamic height is computed by dividing the NAVD 88
 CR0183.geopotential number by the normal gravity value computed on the
 CR0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0183.degrees latitude (g = 980.6199 gals.).
 CR0183
 CR0183.The modeled gravity was interpolated from observed gravity values.
 CR0183
 CR0183;                    North         East    Units  Estimated Accuracy
 CR0183;SPC TXNC     - 2,071,470.      930,600.      MT  (+/- 180 meters Scaled)
 CR0183
 CR0183                          SUPERSEDED SURVEY CONTROL
 CR0183
 CR0183  NGVD 29 (??/??/92)  156.088  (m)          512.10   (f) ADJ UNCH    2 0
 CR0183
 CR0183.Superseded values are not recommended for survey control.
 CR0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0183.See file dsdata.txt to determine how the superseded data were derived.
 CR0183
 CR0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR125711(NAD 83)
 CR0183_MARKER: DB = BENCH MARK DISK
 CR0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0183_STAMPING: X-160 1934
 CR0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0183+STABILITY: SURFACE MOTION
 CR0183
 CR0183  HISTORY     - Date     Condition        Report By
 CR0183  HISTORY     - 1934     MONUMENTED       CGS
 CR0183  HISTORY     - 1971     MARK NOT FOUND   USGS
 CR0183  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0183
 CR0183                          STATION DESCRIPTION
 CR0183
 CR0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0183'12.2 MI NE FROM TROUP.
 CR0183'12.2 MILES NORTHEAST OF, ALONG I. AND G.N.R.R.  .4 MILES WEST OF
 CR0183'SMITH, RUSK COUNTY LINE, 185 FEET NORTH OF STATE HIGHWAY NO. 135, 130
 CR0183'FEET NORTH OF POLE 57/20, 88 FEET NORTH OF MAIN LINE TRACK, 40 FEET
 CR0183'EAST OF ROAD CROSSING THE TRACKS, 10 FEET EAST OF CORNER POST IN FENCE
 CR0183'AND 1 FOOT SOUTH OF RIGHT OF WAY FENCE.  TABLET SET IN A PRECASTED
 CR0183'POST STAMPED, X-160, 1934.  NOTE-- RR CONSTR. IN AREA.
 CR0183
 CR0183                          STATION RECOVERY (1971)
 CR0183
 CR0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CR0183'MARK NOT FOUND.
 CR0183
 CR0183                          STATION RECOVERY (2004)
 CR0183
 CR0183'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1343 ***********************************************************************
 BY1343  DESIGNATION -  X 162
 BY1343  PID         -  BY1343
 BY1343  STATE/COUNTY-  TX/CHEROKEE
 BY1343  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1343
 BY1343                         *CURRENT SURVEY CONTROL
 BY1343  ___________________________________________________________________
 BY1343* NAD 83(1986)-  32 00 00.     (N)    095 13 06.     (W)     SCALED    
 BY1343* NAVD 88     -       130.958  (meters)     429.65   (feet)  ADJUSTED  
 BY1343  ___________________________________________________________________
 BY1343  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BY1343  DYNAMIC HT  -         130.801 (meters)     429.14  (feet)  COMP
 BY1343  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 BY1343
 BY1343  VERT ORDER  -  SECOND    CLASS 0
 BY1343
 BY1343.The horizontal coordinates were scaled from a topographic map and have
 BY1343.an estimated accuracy of +/- 6 seconds.
 BY1343
 BY1343.The orthometric height was determined by differential leveling
 BY1343.and adjusted by the National Geodetic Survey in June 1991..
 BY1343
 BY1343.The geoid height was determined by GEOID03.
 BY1343
 BY1343.The dynamic height is computed by dividing the NAVD 88
 BY1343.geopotential number by the normal gravity value computed on the
 BY1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1343.degrees latitude (g = 980.6199 gals.).
 BY1343
 BY1343.The modeled gravity was interpolated from observed gravity values.
 BY1343
 BY1343;                    North         East    Units  Estimated Accuracy
 BY1343;SPC TX C     - 3,269,790.    1,183,180.      MT  (+/- 180 meters Scaled)
 BY1343
 BY1343                          SUPERSEDED SURVEY CONTROL
 BY1343
 BY1343  NGVD 29 (??/??/92)  130.989  (m)          429.75   (f) ADJ UNCH    2 0
 BY1343
 BY1343.Superseded values are not recommended for survey control.
 BY1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1343.See file dsdata.txt to determine how the superseded data were derived.
 BY1343
 BY1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR904425(NAD 83)
 BY1343_MARKER: DB = BENCH MARK DISK
 BY1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1343_STAMPING: X-162 1934
 BY1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1343+STABILITY: SURFACE MOTION
 BY1343
 BY1343  HISTORY     - Date     Condition        Report By
 BY1343  HISTORY     - 1934     MONUMENTED       CGS
 BY1343  HISTORY     - 1973     MARK NOT FOUND   NGS
 BY1343  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1343
 BY1343                          STATION DESCRIPTION
 BY1343
 BY1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1343'4.8 MI NE FROM JACKSONVILLE.
 BY1343'4.8 MILES NORTHEAST OF, ALONG I. AND G.N.R.R.  230 FEET NORTHEAST OF
 BY1343'MILE POLE 32, 75 FEET SOUTHWEST OF ROAD, 44 FEET SOUTHEAST OF TRACK,
 BY1343'10 FEET FROM FENCE RUNNING TO CATTLE GUARD AND 1 FOOT NORTHWEST OF
 BY1343'RIGHT OF WAY FENCE.  TABLET SET IN A PRECASTED POST STAMPED, X-162
 BY1343'1934.
 BY1343
 BY1343                          STATION RECOVERY (1973)
 BY1343
 BY1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BY1343'MARK NOT FOUND.
 BY1343
 BY1343                          STATION RECOVERY (1996)
 BY1343
 BY1343'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0540 ***********************************************************************
 BL0540  DESIGNATION -  X 163
 BL0540  PID         -  BL0540
 BL0540  STATE/COUNTY-  TX/POLK
 BL0540  USGS QUAD   -  NEW WILLARD (1984)
 BL0540
 BL0540                         *CURRENT SURVEY CONTROL
 BL0540  ___________________________________________________________________
 BL0540* NAD 83(1986)-  30 47 07.     (N)    094 53 46.     (W)     SCALED    
 BL0540* NAVD 88     -        61.87   (+/-2cm)     203.0    (feet)  VERTCON   
 BL0540  ___________________________________________________________________
 BL0540  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0540
 BL0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0540
 BL0540.The horizontal coordinates were scaled from a topographic map and have
 BL0540.an estimated accuracy of +/- 6 seconds.
 BL0540
 BL0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0540.The vertical order pertains to the NGVD 29 superseded value.
 BL0540
 BL0540.The geoid height was determined by GEOID03.
 BL0540
 BL0540;                    North         East    Units  Estimated Accuracy
 BL0540;SPC TX C     - 3,136,720.    1,220,170.      MT  (+/- 180 meters Scaled)
 BL0540
 BL0540                          SUPERSEDED SURVEY CONTROL
 BL0540
 BL0540  NGVD 29 (??/??/92)   61.878  (m)          203.01   (f) ADJ UNCH    2 0
 BL0540
 BL0540.Superseded values are not recommended for survey control.
 BL0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0540.See file dsdata.txt to determine how the superseded data were derived.
 BL0540
 BL0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ185073(NAD 83)
 BL0540_MARKER: DB = BENCH MARK DISK
 BL0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0540_STAMPING: 203.113 X 163 1934
 BL0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0540+STABILITY: SURFACE MOTION
 BL0540
 BL0540  HISTORY     - Date     Condition        Report By
 BL0540  HISTORY     - 1934     MONUMENTED       CGS
 BL0540  HISTORY     - 1955     GOOD             NGS
 BL0540  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0540  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0540
 BL0540                          STATION DESCRIPTION
 BL0540
 BL0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BL0540'IN NEW WILLARD.
 BL0540'AT NEW WILLARD, POLK COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD,
 BL0540'1/2 MILE SOUTH OF THE STATION, 210 FEET SOUTH OF MILEPOST 77, 60 FEET
 BL0540'NORTH OF A ROAD CROSSING, AND 75 FEET WEST OF THE CENTERLINE OF THE
 BL0540'TRACK.  A STANDARD DISK, STAMPED 203.113 X 163 1934 AND SET IN THE TOP
 BL0540'OF A CONCRETE POST.  NOTE-- THE DISK HAS BEEN RAISED ABOUT 0.2 FOOT.
 BL0540
 BL0540                          STATION RECOVERY (1977)
 BL0540
 BL0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0540'MARK NOT FOUND.
 BL0540
 BL0540                          STATION RECOVERY (1997)
 BL0540
 BL0540'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0575 ***********************************************************************
 BL0575  DESIGNATION -  X 164
 BL0575  PID         -  BL0575
 BL0575  STATE/COUNTY-  TX/POLK
 BL0575  USGS QUAD   -  DALLARDSVILLE (1984)
 BL0575
 BL0575                         *CURRENT SURVEY CONTROL
 BL0575  ___________________________________________________________________
 BL0575* NAD 83(1986)-  30 42 29.     (N)    094 43 57.     (W)     SCALED    
 BL0575* NAVD 88     -       105.60   (+/-2cm)     346.5    (feet)  VERTCON   
 BL0575  ___________________________________________________________________
 BL0575  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0575
 BL0575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0575
 BL0575.The horizontal coordinates were scaled from a topographic map and have
 BL0575.an estimated accuracy of +/- 6 seconds.
 BL0575
 BL0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0575.The vertical order pertains to the NGVD 29 superseded value.
 BL0575
 BL0575.The geoid height was determined by GEOID03.
 BL0575
 BL0575;                    North         East    Units  Estimated Accuracy
 BL0575;SPC TX C     - 3,128,950.    1,236,240.      MT  (+/- 180 meters Scaled)
 BL0575
 BL0575                          SUPERSEDED SURVEY CONTROL
 BL0575
 BL0575  NGVD 29 (??/??/92)  105.599  (m)          346.45   (f) ADJ UNCH    2 0
 BL0575
 BL0575.Superseded values are not recommended for survey control.
 BL0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0575.See file dsdata.txt to determine how the superseded data were derived.
 BL0575
 BL0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP340985(NAD 83)
 BL0575_MARKER: DB = BENCH MARK DISK
 BL0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0575_STAMPING: X 164 1934 346.531
 BL0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0575+STABILITY: SURFACE MOTION
 BL0575
 BL0575  HISTORY     - Date     Condition        Report By
 BL0575  HISTORY     - 1934     MONUMENTED       CGS
 BL0575  HISTORY     - 1949     GOOD             NGS
 BL0575
 BL0575                          STATION DESCRIPTION
 BL0575
 BL0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0575'12.4 MI E FROM LIVINGSTON.
 BL0575'8.0 MILES EAST ALONG U. S. HIGHWAY NO. 190 FROM THE POST OFFICE AT
 BL0575'LIVINGSTON, THENCE 4.4 MILES EAST ALONG THE OLD HIGHWAY, 1.0 MILE
 BL0575'NORTHEAST OF THE CROSSING OF THE OLD AND NEW HIGHWAYS AT W. C. KNIGHTS
 BL0575'STORE, 0.9 MILE NORTHEAST OF RICHARDSONS STORE AT A DIRT ROAD
 BL0575'CROSSING, AT THE SUMMIT OF A HILL, AT A T-JUNCTION OF DIRT ROADS, 44.0
 BL0575'FEET SOUTHEAST OF THE CENTER LINE OF THE OLD ROAD, 32.0 FEET NORTHEAST
 BL0575'OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST INTO THE WOODS,
 BL0575'1.9 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL0575'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE OLD HIGHWAY
 BL0575'MENTIONED ABOVE IS OLD STATE HIGHWAY NO. 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0438 ***********************************************************************
 BL0438  DESIGNATION -  X 166
 BL0438  PID         -  BL0438
 BL0438  STATE/COUNTY-  TX/LIBERTY
 BL0438  USGS QUAD   -  RAYBURN (1997)
 BL0438
 BL0438                         *CURRENT SURVEY CONTROL
 BL0438  ___________________________________________________________________
 BL0438* NAD 83(1986)-  30 22 57.     (N)    094 59 25.     (W)     SCALED    
 BL0438* NAVD 88     -        46.67   (+/-2cm)     153.1    (feet)  VERTCON   
 BL0438  ___________________________________________________________________
 BL0438  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0438
 BL0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0438
 BL0438.The horizontal coordinates were scaled from a topographic map and have
 BL0438.an estimated accuracy of +/- 6 seconds.
 BL0438
 BL0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0438.The vertical order pertains to the NGVD 29 superseded value.
 BL0438
 BL0438.The geoid height was determined by GEOID03.
 BL0438
 BL0438;                    North         East    Units  Estimated Accuracy
 BL0438;SPC TX C     - 3,091,690.    1,213,320.      MT  (+/- 180 meters Scaled)
 BL0438
 BL0438                          SUPERSEDED SURVEY CONTROL
 BL0438
 BL0438  NGVD 29 (??/??/92)   46.675  (m)          153.13   (f) ADJ UNCH    2 0
 BL0438
 BL0438.Superseded values are not recommended for survey control.
 BL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0438.See file dsdata.txt to determine how the superseded data were derived.
 BL0438
 BL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP087628(NAD 83)
 BL0438_MARKER: DB = BENCH MARK DISK
 BL0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0438_STAMPING: X 166 1934
 BL0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0438+STABILITY: SURFACE MOTION
 BL0438
 BL0438  HISTORY     - Date     Condition        Report By
 BL0438  HISTORY     - 1934     MONUMENTED       CGS
 BL0438  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0438
 BL0438                          STATION DESCRIPTION
 BL0438
 BL0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0438'6.1 MI E FROM CLEVELAND.
 BL0438'6.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BL0438'CLEVELAND, LIBERTY COUNTY, 0.4 MILE SOUTHWEST OF A ROAD CROSSING,
 BL0438'ABOUT 200 FEET EAST OF MILEPOST 101, 35 FEET NORTHWEST OF A ROAD, 30
 BL0438'FEET SOUTHEAST OF THE TRACK, AND 15 FEET NORTHWEST OF THE RIGHT-OF-WAY
 BL0438'FENCE.  A STANDARD DISK, STAMPED X 166 1934 AND SET IN THE TOP OF A
 BL0438'CONCRETE POST.
 BL0438
 BL0438                          STATION RECOVERY (1977)
 BL0438
 BL0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0060 ***********************************************************************
 BL0060  DESIGNATION -  X 167
 BL0060  PID         -  BL0060
 BL0060  STATE/COUNTY-  TX/JASPER
 BL0060  USGS QUAD   -  JASPER WEST (1984)
 BL0060
 BL0060                         *CURRENT SURVEY CONTROL
 BL0060  ___________________________________________________________________
 BL0060* NAD 83(1986)-  30 54 55.     (N)    094 01 56.     (W)     SCALED    
 BL0060* NAVD 88     -        59.41   (+/-2cm)     194.9    (feet)  VERTCON   
 BL0060  ___________________________________________________________________
 BL0060  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BL0060
 BL0060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0060
 BL0060.The horizontal coordinates were scaled from a topographic map and have
 BL0060.an estimated accuracy of +/- 6 seconds.
 BL0060
 BL0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0060.The vertical order pertains to the NGVD 29 superseded value.
 BL0060
 BL0060.The geoid height was determined by GEOID03.
 BL0060
 BL0060;                    North         East    Units  Estimated Accuracy
 BL0060;SPC TX C     - 3,155,470.    1,301,920.      MT  (+/- 180 meters Scaled)
 BL0060
 BL0060                          SUPERSEDED SURVEY CONTROL
 BL0060
 BL0060  NGVD 29 (??/??/92)   59.409  (m)          194.91   (f) ADJ UNCH    2 0
 BL0060
 BL0060.Superseded values are not recommended for survey control.
 BL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0060.See file dsdata.txt to determine how the superseded data were derived.
 BL0060
 BL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ013206(NAD 83)
 BL0060_MARKER: DB = BENCH MARK DISK
 BL0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0060_STAMPING: X 167 1934
 BL0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0060+STABILITY: SURFACE MOTION
 BL0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0060+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1997
 BL0060
 BL0060  HISTORY     - Date     Condition        Report By
 BL0060  HISTORY     - 1934     MONUMENTED       CGS
 BL0060  HISTORY     - 1952     GOOD             NGS
 BL0060  HISTORY     - 1978     MARK NOT FOUND   USGS
 BL0060  HISTORY     - 1979     MARK NOT FOUND   NGS
 BL0060  HISTORY     - 19970326 MARK NOT FOUND   NGS
 BL0060
 BL0060                          STATION DESCRIPTION
 BL0060
 BL0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0060'2.0 MI W FROM JASPER.
 BL0060'2.0 MILES WEST ALONG U.S. HIGHWAY 190 AND STATE HIGHWAY 63 FROM THE
 BL0060'COURTHOUSE AT JASPER, 0.5 MILE WEST OF A JUNCTION WITH FARM ROAD 777,
 BL0060'138 FEET EAST OF THE NORTHEAST CORNER OF THE A.H. SNELL HOME, 36 FEET
 BL0060'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHEAST OF A POWER
 BL0060'POLE, 5 FEET SOUTHWEST OF A FENCE CORNER, 2.6 FEET NORTHWEST OF A
 BL0060'FENCE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL0060'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL0060
 BL0060                          STATION RECOVERY (1978)
 BL0060
 BL0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0060'MARK NOT FOUND.
 BL0060
 BL0060                          STATION RECOVERY (1979)
 BL0060
 BL0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BL0060'MARK NOT FOUND.
 BL0060
 BL0060                          STATION RECOVERY (1997)
 BL0060
 BL0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BL0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 26 MAR 1997 (WCW) .  STATION
 BL0060'NOT FOUND AND PRESUMED DESTROYED.  MET WITH SNELL DECENDANT WHO
 BL0060'REMEMBERED THE STATION AS A CHILD, WHO REMARKED THE STATION WAS
 BL0060'MISSING AFTER A TEN FT HIGHWAY TAKING.  A.H.  SNELL HOME FOUND
 BL0060'UNDISTURBED.  POWER POLE FOUND 13 FT (4.0 M) FROM WIRE FENCE.  FENCE
 BL0060'IS OBSERVED 49 FT (14.9 M) FROM HIGHWAY CENTER.  DESC 26MAR1997 WC
 BL0060'WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2727 ***********************************************************************
 AW2727  DESIGNATION -  X 170
 AW2727  PID         -  AW2727
 AW2727  STATE/COUNTY-  TX/GALVESTON
 AW2727  USGS QUAD   -  TEXAS CITY (1994)
 AW2727
 AW2727                         *CURRENT SURVEY CONTROL
 AW2727  ___________________________________________________________________
 AW2727* NAD 83(1986)-  29 29 15.     (N)    094 55 27.     (W)     SCALED    
 AW2727* NAVD 88     -         2.62   (+/-2cm)       8.6    (feet)  VERTCON   
 AW2727  ___________________________________________________________________
 AW2727  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW2727
 AW2727  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2727
 AW2727.The horizontal coordinates were scaled from a topographic map and have
 AW2727.an estimated accuracy of +/- 6 seconds.
 AW2727
 AW2727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2727.The vertical order pertains to the NGVD 29 superseded value.
 AW2727
 AW2727.The geoid height was determined by GEOID03.
 AW2727
 AW2727;                    North         East    Units  Estimated Accuracy
 AW2727;SPC TXSC     - 4,190,210.      995,130.      MT  (+/- 180 meters Scaled)
 AW2727
 AW2727                          SUPERSEDED SURVEY CONTROL
 AW2727
 AW2727  NGVD 29 (??/??/92)    2.613  (m)            8.57   (f) ADJ UNCH    1 2
 AW2727
 AW2727.Superseded values are not recommended for survey control.
 AW2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2727.See file dsdata.txt to determine how the superseded data were derived.
 AW2727
 AW2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN134635(NAD 83)
 AW2727_MARKER: DB = BENCH MARK DISK
 AW2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2727_STAMPING: X 170 1936 9.291
 AW2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2727+STABILITY: SURFACE MOTION
 AW2727
 AW2727  HISTORY     - Date     Condition        Report By
 AW2727  HISTORY     - 1936     MONUMENTED       CGS
 AW2727  HISTORY     - 1958     GOOD             NGS
 AW2727  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2727  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2727  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2727  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2727  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2727  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2727  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2727  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2727  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2727  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW2727  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW2727
 AW2727                          STATION DESCRIPTION
 AW2727
 AW2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2727'9.90 MI SE FROM KEMAH.
 AW2727'ABOUT 5.45 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST
 AW2727'OFFICE AT KEMAH, THENCE ABOUT 4.25 MILES NORTHEAST ALONG FARM ROAD 517
 AW2727'TO THE SAN LEON CHAMBER OF COMMERCE BUILDING, THENCE ABOUT 0.2 MILE
 AW2727'NORTH ALONG AN ASPHALT ROAD, 31 FEET EAST OF THE CENTER LINE OF THE
 AW2727'ASPHALT ROAD, 98 1/2 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 AW2727'THE COMMUNITY CENTER BUILDING, 18 1/2 FEET WEST OF THE SOUTHWEST
 AW2727'CORNER OF A FRAME HOUSE, 9 FEET SOUTHEAST OF AN 8-INCH WILLOW TREE,
 AW2727'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2727
 AW2727                          STATION RECOVERY (1964)
 AW2727
 AW2727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2727'MARK NOT FOUND.
 AW2727
 AW2727                          STATION RECOVERY (1988)
 AW2727
 AW2727'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW2727'MARK NOT FOUND.
 AW2727
 AW2727                          STATION RECOVERY (1988)
 AW2727
 AW2727'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW2727'MARK NOT FOUND.
 AW2727
 AW2727                          STATION RECOVERY (1988)
 AW2727
 AW2727'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW2727'MARK NOT FOUND.
 AW2727
 AW2727                          STATION RECOVERY (1988)
 AW2727
 AW2727'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW2727'MARK NOT FOUND.
 AW2727
 AW2727                          STATION RECOVERY (1988)
 AW2727
 AW2727'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2727'MARK NOT FOUND.
 AW2727
 AW2727                          STATION RECOVERY (1988)
 AW2727
 AW2727'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW2727'MARK NOT FOUND.
 AW2727
 AW2727                          STATION RECOVERY (1988)
 AW2727
 AW2727'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW2727'MARK NOT FOUND.
 AW2727
 AW2727                          STATION RECOVERY (1988)
 AW2727
 AW2727'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW2727'MARK NOT FOUND.
 AW2727
 AW2727                          STATION RECOVERY (1994)
 AW2727
 AW2727'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2727'MARK NOT FOUND.
 AW2727
 AW2727                          STATION RECOVERY (2004)
 AW2727
 AW2727'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1370 ***********************************************************************
 AW1370  DESIGNATION -  X 171 RESET 1954
 AW1370  PID         -  AW1370
 AW1370  STATE/COUNTY-  TX/GALVESTON
 AW1370  USGS QUAD   -  CAPLEN (1994)
 AW1370
 AW1370                         *CURRENT SURVEY CONTROL
 AW1370  ___________________________________________________________________
 AW1370* NAD 83(1986)-  29 29 39.     (N)    094 32 19.     (W)     SCALED    
 AW1370* NAVD 88     -         2.09   (+/-2cm)       6.9    (feet)  VERTCON   
 AW1370  ___________________________________________________________________
 AW1370  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1370
 AW1370  VERT ORDER  -  THIRD (See Below)
 AW1370
 AW1370.The horizontal coordinates were scaled from a topographic map and have
 AW1370.an estimated accuracy of +/- 6 seconds.
 AW1370
 AW1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1370.The vertical order pertains to the NGVD 29 superseded value.
 AW1370
 AW1370.The geoid height was determined by GEOID03.
 AW1370
 AW1370;                    North         East    Units  Estimated Accuracy
 AW1370;SPC TXSC     - 4,192,310.    1,032,470.      MT  (+/- 180 meters Scaled)
 AW1370
 AW1370                          SUPERSEDED SURVEY CONTROL
 AW1370
 AW1370  NGVD 29 (??/??/??)    2.09   (m)            6.9    (f) RESET       3  
 AW1370
 AW1370.Superseded values are not recommended for survey control.
 AW1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1370.See file dsdata.txt to determine how the superseded data were derived.
 AW1370
 AW1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN508637(NAD 83)
 AW1370_MARKER: DB = BENCH MARK DISK
 AW1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1370_STAMPING: X 171 1936 8.604 RESET 1954
 AW1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1370+STABILITY: SURFACE MOTION
 AW1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1370+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1370
 AW1370  HISTORY     - Date     Condition        Report By
 AW1370  HISTORY     - 1954     MONUMENTED       CGS
 AW1370  HISTORY     - 1958     GOOD             NGS
 AW1370  HISTORY     - 1977     GOOD             NGS
 AW1370  HISTORY     - 1978     GOOD             NGS
 AW1370  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1370  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1370  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW1370  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1370  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1370  HISTORY     - 20041023 GOOD             USPSQD
 AW1370
 AW1370                          STATION DESCRIPTION
 AW1370
 AW1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1370'3.4 MI SW FROM GILCHRIST.
 AW1370'ABOUT 3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1370'AT GILCHRIST, 140 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26
 AW1370'FEET SOUTHWEST OF THE CENTER LINE OF A SHELL ROAD, 73 FEET EAST OF THE
 AW1370'SOUTHEAST END OF A BUTAINE TANK, 81 FEET NORTHWEST OF A TELEPHONE
 AW1370'POLE, 1 FOOT SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 AW1370'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 AW1370
 AW1370                          STATION RECOVERY (1977)
 AW1370
 AW1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1370'RECOVERED IN GOOD CONDITION.
 AW1370
 AW1370                          STATION RECOVERY (1978)
 AW1370
 AW1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1370'ADD=87 FEET WEST OF A BRACE POLE NUMBER 860 WITH GUY WIRE AND
 AW1370'GUY WIRE ACROSS ROAD TO POWER POLE, 210 FEET NORTHWEST AND ACROSS
 AW1370'HIGHWAY FROM POWER POLE NUMBER 300 57 175 223.
 AW1370
 AW1370                          STATION RECOVERY (1987)
 AW1370
 AW1370'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1370'MARK NOT FOUND.
 AW1370
 AW1370                          STATION RECOVERY (1989)
 AW1370
 AW1370'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWG)
 AW1370'MARK NOT FOUND.
 AW1370
 AW1370                          STATION RECOVERY (1999)
 AW1370
 AW1370'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1370'MARK NOT FOUND.
 AW1370
 AW1370                          STATION RECOVERY (2001)
 AW1370
 AW1370'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1370'MARK NOT FOUND.
 AW1370
 AW1370                          STATION RECOVERY (2002)
 AW1370
 AW1370'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1370'MARK NOT FOUND.
 AW1370
 AW1370                          STATION RECOVERY (2004)
 AW1370
 AW1370'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2780 ***********************************************************************
 AW2780  DESIGNATION -  X 172
 AW2780  PID         -  AW2780
 AW2780  STATE/COUNTY-  TX/CHAMBERS
 AW2780  USGS QUAD   -  MONROE CITY (1994)
 AW2780
 AW2780                         *CURRENT SURVEY CONTROL
 AW2780  ___________________________________________________________________
 AW2780* NAD 83(1986)-  29 47 20.     (N)    094 36 09.     (W)     SCALED    
 AW2780* NAVD 88     -         6.95   (+/-2cm)      22.8    (feet)  VERTCON   
 AW2780  ___________________________________________________________________
 AW2780  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2780
 AW2780  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2780
 AW2780.The horizontal coordinates were scaled from a topographic map and have
 AW2780.an estimated accuracy of +/- 6 seconds.
 AW2780
 AW2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2780.The vertical order pertains to the NGVD 29 superseded value.
 AW2780
 AW2780.The geoid height was determined by GEOID03.
 AW2780
 AW2780;                    North         East    Units  Estimated Accuracy
 AW2780;SPC TXSC     - 4,224,720.    1,025,050.      MT  (+/- 180 meters Scaled)
 AW2780
 AW2780                          SUPERSEDED SURVEY CONTROL
 AW2780
 AW2780  NGVD 29 (??/??/92)    6.947  (m)           22.79   (f) ADJ UNCH    1 2
 AW2780
 AW2780.Superseded values are not recommended for survey control.
 AW2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2780.See file dsdata.txt to determine how the superseded data were derived.
 AW2780
 AW2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN451964(NAD 83)
 AW2780_MARKER: DB = BENCH MARK DISK
 AW2780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2780_SP_SET: CONCRETE BASE
 AW2780_STAMPING: X 172 1936 ELEV 23.054 FT
 AW2780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2780+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2780
 AW2780  HISTORY     - Date     Condition        Report By
 AW2780  HISTORY     - 1936     MONUMENTED       CGS
 AW2780  HISTORY     - 1959     GOOD             NGS
 AW2780  HISTORY     - 1990     GOOD             USPSQD
 AW2780  HISTORY     - 19961014 GOOD             USPSQD
 AW2780  HISTORY     - 20010331 GOOD             NGS
 AW2780  HISTORY     - 20040220 GOOD             USPSQD
 AW2780  HISTORY     - 20060120 GOOD             USPSQD
 AW2780
 AW2780                          STATION DESCRIPTION
 AW2780
 AW2780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2780'0.9 MI W FROM MONROE CITY.
 AW2780'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 73T FROM THE POSTOFFICE AT
 AW2780'MONROE CITY, 14 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 AW2780'TOP OF THE EAST END OF THE CONCRETE BASE OF THE SOUTH GUARD RAIL OF
 AW2780'THE CONCRETE BRIDGE OVER THE LONE STAR CANAL, AND ABOUT 1 FOOT BELOW
 AW2780'THE LEVEL OF THE ROAD.
 AW2780
 AW2780                          STATION RECOVERY (1990)
 AW2780
 AW2780'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW2780'RECOVERED IN GOOD CONDITION.
 AW2780
 AW2780                          STATION RECOVERY (1996)
 AW2780
 AW2780'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2780'RECOVERED IN GOOD CONDITION.
 AW2780
 AW2780                          STATION RECOVERY (2001)
 AW2780
 AW2780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2780'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2780
 AW2780                          STATION RECOVERY (2004)
 AW2780
 AW2780'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2780'RECOVERED IN GOOD CONDITION.
 AW2780
 AW2780                          STATION RECOVERY (2006)
 AW2780
 AW2780'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2780'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2832 ***********************************************************************
 AW2832  DESIGNATION -  X 173
 AW2832  PID         -  AW2832
 AW2832  STATE/COUNTY-  TX/CHAMBERS
 AW2832  USGS QUAD   -  ANAHUAC (1993)
 AW2832
 AW2832                         *CURRENT SURVEY CONTROL
 AW2832  ___________________________________________________________________
 AW2832* NAD 83(1986)-  29 50 29.     (N)    094 43 01.     (W)     SCALED    
 AW2832* NAVD 88     -         4.78   (+/-2cm)      15.7    (feet)  VERTCON   
 AW2832  ___________________________________________________________________
 AW2832  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW2832
 AW2832  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2832
 AW2832.The horizontal coordinates were scaled from a topographic map and have
 AW2832.an estimated accuracy of +/- 6 seconds.
 AW2832
 AW2832.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2832.The vertical order pertains to the NGVD 29 superseded value.
 AW2832
 AW2832.The geoid height was determined by GEOID03.
 AW2832
 AW2832;                    North         East    Units  Estimated Accuracy
 AW2832;SPC TXSC     - 4,230,130.    1,013,780.      MT  (+/- 180 meters Scaled)
 AW2832
 AW2832                          SUPERSEDED SURVEY CONTROL
 AW2832
 AW2832  NGVD 29 (??/??/92)    4.784  (m)           15.70   (f) ADJ UNCH    1 2
 AW2832
 AW2832.Superseded values are not recommended for survey control.
 AW2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2832.See file dsdata.txt to determine how the superseded data were derived.
 AW2832
 AW2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP341024(NAD 83)
 AW2832_MARKER: DB = BENCH MARK DISK
 AW2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2832_STAMPING: X 173 1936 15.830
 AW2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2832+STABILITY: SURFACE MOTION
 AW2832
 AW2832  HISTORY     - Date     Condition        Report By
 AW2832  HISTORY     - 1936     MONUMENTED       CGS
 AW2832  HISTORY     - 1953     GOOD             NGS
 AW2832  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2832  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW2832  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2832  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW2832  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2832
 AW2832                          STATION DESCRIPTION
 AW2832
 AW2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2832'1.7 MI E FROM WALLISVILLE.
 AW2832'1.7 MILES EAST ALONG AN OILED ROAD FROM PITTS STORE AT WALLISVILLE,
 AW2832'360 FEET WEST OF A SHARP CURVE IN THE OILED ROAD, 84 FEET WEST OF A
 AW2832'POWER POLE, 59 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 57 FEET
 AW2832'SOUTHEAST OF A 32 INCH GUM TREE, 32 FEET NORTH OF A ROW OF POWER
 AW2832'POLES, 15 FEET SOUTHEAST OF A FENCE, 1.2 FEET NORTH OF A WITNESS POST,
 AW2832'1.0 MILE WEST OF BENCH MARK F 36 (T.R.D.), SET IN THE TOP OF A
 AW2832'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AW2832
 AW2832                          STATION RECOVERY (1973)
 AW2832
 AW2832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2832'MARK NOT FOUND.
 AW2832
 AW2832                          STATION RECOVERY (1997)
 AW2832
 AW2832'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2832'MARK NOT FOUND.
 AW2832
 AW2832                          STATION RECOVERY (2001)
 AW2832
 AW2832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2832'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2832
 AW2832                          STATION RECOVERY (2004)
 AW2832
 AW2832'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2832'MARK NOT FOUND.
 AW2832
 AW2832                          STATION RECOVERY (2005)
 AW2832
 AW2832'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1241 ***********************************************************************
 AN1241  DESIGNATION -  X 174
 AN1241  PID         -  AN1241
 AN1241  STATE/COUNTY-  TX/REFUGIO
 AN1241  USGS QUAD   -  REFUGIO (1979)
 AN1241
 AN1241                         *CURRENT SURVEY CONTROL
 AN1241  ___________________________________________________________________
 AN1241* NAD 83(1986)-  28 18 22.     (N)    097 16 16.     (W)     SCALED    
 AN1241* NAVD 88     -        15.356  (meters)      50.38   (feet)  ADJUSTED  
 AN1241  ___________________________________________________________________
 AN1241  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1241  DYNAMIC HT  -          15.333 (meters)      50.30  (feet)  COMP
 AN1241  MODELED GRAV-     979,156.9   (mgal)                       NAVD 88
 AN1241
 AN1241  VERT ORDER  -  FIRST     CLASS I
 AN1241
 AN1241.The horizontal coordinates were scaled from a topographic map and have
 AN1241.an estimated accuracy of +/- 6 seconds.
 AN1241
 AN1241.The orthometric height was determined by differential leveling
 AN1241.and adjusted by the National Geodetic Survey in June 1991..
 AN1241
 AN1241.The geoid height was determined by GEOID03.
 AN1241
 AN1241.The dynamic height is computed by dividing the NAVD 88
 AN1241.geopotential number by the normal gravity value computed on the
 AN1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1241.degrees latitude (g = 980.6199 gals.).
 AN1241
 AN1241.The modeled gravity was interpolated from observed gravity values.
 AN1241
 AN1241;                    North         East    Units  Estimated Accuracy
 AN1241;SPC TXSC     - 4,053,650.      769,570.      MT  (+/- 180 meters Scaled)
 AN1241
 AN1241                          SUPERSEDED SURVEY CONTROL
 AN1241
 AN1241  NGVD 29 (??/??/92)   15.512  (m)           50.89   (f) ADJ UNCH    1 1
 AN1241
 AN1241.Superseded values are not recommended for survey control.
 AN1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1241.See file dsdata.txt to determine how the superseded data were derived.
 AN1241
 AN1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS695323(NAD 83)
 AN1241_MARKER: DB = BENCH MARK DISK
 AN1241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1241_SP_SET: SEMAPHORE
 AN1241_STAMPING: X 174 1950
 AN1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1241
 AN1241  HISTORY     - Date     Condition        Report By
 AN1241  HISTORY     - 1950     MONUMENTED       CGS
 AN1241  HISTORY     - 1978     GOOD             NGS
 AN1241  HISTORY     - 19910408 GOOD             USPSQD
 AN1241  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1241
 AN1241                          STATION DESCRIPTION
 AN1241
 AN1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN1241'IN REFUGIO.
 AN1241'AT REFUGIO, AT THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION,
 AN1241'10.8 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 16 FEET NORTHEAST
 AN1241'OF THE CENTER OF A WAITING ROOM DOOR, 5 FEET NORTHEAST OF THE
 AN1241'SOUTHEAST CORNER OF THE WESTERN UNION OFFICE, SET IN THE TOP OF THE
 AN1241'SOUTHEAST CORNER OF THE BASE OF A SEMAPHORE.
 AN1241
 AN1241                          STATION RECOVERY (1978)
 AN1241
 AN1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1241'RECOVERED IN GOOD CONDITION.
 AN1241
 AN1241                          STATION RECOVERY (1991)
 AN1241
 AN1241'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN1241'RECOVERED IN GOOD CONDITION.
 AN1241
 AN1241                          STATION RECOVERY (1999)
 AN1241
 AN1241'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0029 ***********************************************************************
 AH0029  DESIGNATION -  X 175
 AH0029  PID         -  AH0029
 AH0029  STATE/COUNTY-  TX/SAN PATRICIO
 AH0029  USGS QUAD   -  ODEM (1975)
 AH0029
 AH0029                         *CURRENT SURVEY CONTROL
 AH0029  ___________________________________________________________________
 AH0029* NAD 83(1986)-  27 55 34.     (N)    097 35 58.     (W)     SCALED    
 AH0029* NAVD 88     -        15.035  (meters)      49.33   (feet)  ADJUSTED  
 AH0029  ___________________________________________________________________
 AH0029  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AH0029  DYNAMIC HT  -          15.013 (meters)      49.26  (feet)  COMP
 AH0029  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 AH0029
 AH0029  VERT ORDER  -  FIRST     CLASS II
 AH0029
 AH0029.The horizontal coordinates were scaled from a topographic map and have
 AH0029.an estimated accuracy of +/- 6 seconds.
 AH0029
 AH0029.The orthometric height was determined by differential leveling
 AH0029.and adjusted by the National Geodetic Survey in June 1991..
 AH0029
 AH0029.The geoid height was determined by GEOID03.
 AH0029
 AH0029.The dynamic height is computed by dividing the NAVD 88
 AH0029.geopotential number by the normal gravity value computed on the
 AH0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0029.degrees latitude (g = 980.6199 gals.).
 AH0029
 AH0029.The modeled gravity was interpolated from observed gravity values.
 AH0029
 AH0029;                    North         East    Units  Estimated Accuracy
 AH0029;SPC TX S     - 5,250,660.      388,640.      MT  (+/- 180 meters Scaled)
 AH0029
 AH0029                          SUPERSEDED SURVEY CONTROL
 AH0029
 AH0029  NGVD 29 (??/??/92)   15.181  (m)           49.81   (f) ADJ UNCH    1 2
 AH0029
 AH0029.Superseded values are not recommended for survey control.
 AH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0029.See file dsdata.txt to determine how the superseded data were derived.
 AH0029
 AH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR378898(NAD 83)
 AH0029_MARKER: DB = BENCH MARK DISK
 AH0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0029_STAMPING: X 175 1950
 AH0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0029+STABILITY: SURFACE MOTION
 AH0029
 AH0029  HISTORY     - Date     Condition        Report By
 AH0029  HISTORY     - 1950     MONUMENTED       CGS
 AH0029  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0029  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0029
 AH0029                          STATION DESCRIPTION
 AH0029
 AH0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0029'1.9 MI SW FROM ODEM.
 AH0029'1.9 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0029'RAILROAD FROM THE STATION AT ODEM, 0.1 MILE SOUTHEAST OF THE RAILROAD,
 AH0029'AT THE ODEM AIRPORT, 18 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AH0029'EAST HANGAR, 5 FEET SOUTHEAST OF THE WEST END OF A DOOR TRACK, SET IN
 AH0029'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. NOTE-- NOW
 AH0029'THE SOUTHERN PACIFIC LINES.
 AH0029
 AH0029                          STATION RECOVERY (1978)
 AH0029
 AH0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0029'NOT RECOVERED THIS DATE.
 AH0029
 AH0029                          STATION RECOVERY (1996)
 AH0029
 AH0029'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0751 ***********************************************************************
 AH0751  DESIGNATION -  X 176
 AH0751  PID         -  AH0751
 AH0751  STATE/COUNTY-  TX/NUECES
 AH0751  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0751
 AH0751                         *CURRENT SURVEY CONTROL
 AH0751  ___________________________________________________________________
 AH0751* NAD 83(1986)-  27 34 28.     (N)    097 48 47.     (W)     SCALED    
 AH0751* NAVD 88     -        17.901  (meters)      58.73   (feet)  ADJUSTED  
 AH0751  ___________________________________________________________________
 AH0751  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH0751  DYNAMIC HT  -          17.873 (meters)      58.64  (feet)  COMP
 AH0751  MODELED GRAV-     979,101.0   (mgal)                       NAVD 88
 AH0751
 AH0751  VERT ORDER  -  FIRST     CLASS II
 AH0751
 AH0751.The horizontal coordinates were scaled from a topographic map and have
 AH0751.an estimated accuracy of +/- 6 seconds.
 AH0751
 AH0751.The orthometric height was determined by differential leveling
 AH0751.and adjusted by the National Geodetic Survey in June 1991..
 AH0751
 AH0751.The geoid height was determined by GEOID03.
 AH0751
 AH0751.The dynamic height is computed by dividing the NAVD 88
 AH0751.geopotential number by the normal gravity value computed on the
 AH0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0751.degrees latitude (g = 980.6199 gals.).
 AH0751
 AH0751.The modeled gravity was interpolated from observed gravity values.
 AH0751
 AH0751;                    North         East    Units  Estimated Accuracy
 AH0751;SPC TX S     - 5,211,550.      367,830.      MT  (+/- 180 meters Scaled)
 AH0751
 AH0751                          SUPERSEDED SURVEY CONTROL
 AH0751
 AH0751  NGVD 29 (??/??/92)   18.010  (m)           59.09   (f) ADJ UNCH    1 2
 AH0751
 AH0751.Superseded values are not recommended for survey control.
 AH0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0751.See file dsdata.txt to determine how the superseded data were derived.
 AH0751
 AH0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR171506(NAD 83)
 AH0751_MARKER: DB = BENCH MARK DISK
 AH0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0751_STAMPING: X 176 1950
 AH0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0751+STABILITY: SURFACE MOTION
 AH0751
 AH0751  HISTORY     - Date     Condition        Report By
 AH0751  HISTORY     - 1950     MONUMENTED       CGS
 AH0751  HISTORY     - 1975     GOOD             USGS
 AH0751  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0751  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 AH0751
 AH0751                          STATION DESCRIPTION
 AH0751
 AH0751'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0751'1.0 MI SW FROM BISHOP.
 AH0751'1.0 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM MAIN
 AH0751'STREET AT BISHOP, 34.4 FT. NORTHWEST OF THE NORTHWEST RAIL, 7.0 FT.
 AH0751'SOUTHWEST OF MILEPOST 124.  A STANDARD DISK SET IN THE TOP OF CONCRETE
 AH0751'POST PROJECTING 0.4 FT. ABOVE GROUND.
 AH0751
 AH0751                          STATION RECOVERY (1981)
 AH0751
 AH0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0751'SEARCHED FOR, NOT RECOVERED, PROBABLY GRADED OUT BY FARM EQUIPMENT.
 AH0751
 AH0751                          STATION RECOVERY (2001)
 AH0751
 AH0751'RECOVERY NOTE BY US POWER SQUADRON 2001 (LKL)
 AH0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0392 ***********************************************************************
 AB0392  DESIGNATION -  X 177
 AB0392  PID         -  AB0392
 AB0392  STATE/COUNTY-  TX/WILLACY
 AB0392  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0392
 AB0392                         *CURRENT SURVEY CONTROL
 AB0392  ___________________________________________________________________
 AB0392* NAD 83(1986)-  26 27 12.     (N)    097 44 07.     (W)     SCALED    
 AB0392* NAVD 88     -         8.780  (meters)      28.81   (feet)  ADJUSTED  
 AB0392  ___________________________________________________________________
 AB0392  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AB0392  DYNAMIC HT  -           8.766 (meters)      28.76  (feet)  COMP
 AB0392  MODELED GRAV-     979,048.1   (mgal)                       NAVD 88
 AB0392
 AB0392  VERT ORDER  -  FIRST     CLASS II
 AB0392
 AB0392.The horizontal coordinates were scaled from a topographic map and have
 AB0392.an estimated accuracy of +/- 6 seconds.
 AB0392
 AB0392.The orthometric height was determined by differential leveling
 AB0392.and adjusted by the National Geodetic Survey in June 1991..
 AB0392
 AB0392.The geoid height was determined by GEOID03.
 AB0392
 AB0392.The dynamic height is computed by dividing the NAVD 88
 AB0392.geopotential number by the normal gravity value computed on the
 AB0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0392.degrees latitude (g = 980.6199 gals.).
 AB0392
 AB0392.The modeled gravity was interpolated from observed gravity values.
 AB0392
 AB0392;                    North         East    Units  Estimated Accuracy
 AB0392;SPC TX S     - 5,087,390.      376,260.      MT  (+/- 180 meters Scaled)
 AB0392
 AB0392                          SUPERSEDED SURVEY CONTROL
 AB0392
 AB0392  NGVD 29 (??/??/92)    8.865  (m)           29.08   (f) ADJ UNCH    1 2
 AB0392
 AB0392.Superseded values are not recommended for survey control.
 AB0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0392.See file dsdata.txt to determine how the superseded data were derived.
 AB0392
 AB0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ260265(NAD 83)
 AB0392_MARKER: DB = BENCH MARK DISK
 AB0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0392_STAMPING: X 177 1951
 AB0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0392+STABILITY: SURFACE MOTION
 AB0392
 AB0392  HISTORY     - Date     Condition        Report By
 AB0392  HISTORY     - 1951     MONUMENTED       CGS
 AB0392  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0392
 AB0392                          STATION DESCRIPTION
 AB0392
 AB0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0392'5.2 MI SE FROM RAYMONDVILLE.
 AB0392'2.0 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM ITS INTERSECTION WITH STATE
 AB0392'HIGHWAY 186 AT RAYMONDVILLE, THENCE 3.2 MILES EAST ALONG A GRADED DIRT
 AB0392'ROAD, AT THE ENTRANCE TO THE COLE AIRPORT, 0.1 MILE SOUTH OF THE
 AB0392'HANGAR, AT THE WEST END OF A ROW OF TREES, 26 FEET NORTH OF THE CENTER
 AB0392'LINE OF AN EAST AND WEST ROAD, 27 FEET EAST OF THE CENTER OF THE
 AB0392'ENTRANCE TO THE AIRPORT, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 AB0392'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0392'NOTE-- IT WAS ASSUMED DESTROYED WHEN THE ROAD WAS MADE INTO A STATE
 AB0392'FARM ROAD.  THE ROAD WAS WIDENED AND THE DISTANCE NORTH FROM THE
 AB0392'CENTERLINE WAS FOUND TO BE IN THE CONSTRUCTED AND DISTURBED AREA.
 AB0392
 AB0392                          STATION RECOVERY (1956)
 AB0392
 AB0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0891 ***********************************************************************
 AH0891  DESIGNATION -  X 178
 AH0891  PID         -  AH0891
 AH0891  STATE/COUNTY-  TX/KLEBERG
 AH0891  USGS QUAD   -  LAURELES RANCH (1975)
 AH0891
 AH0891                         *CURRENT SURVEY CONTROL
 AH0891  ___________________________________________________________________
 AH0891* NAD 83(1986)-  27 31 42.     (N)    097 36 46.     (W)     SCALED    
 AH0891* NAVD 88     -         8.260  (meters)      27.10   (feet)  ADJUSTED  
 AH0891  ___________________________________________________________________
 AH0891  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AH0891  DYNAMIC HT  -           8.247 (meters)      27.06  (feet)  COMP
 AH0891  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 AH0891
 AH0891  VERT ORDER  -  SECOND    CLASS 0
 AH0891
 AH0891.The horizontal coordinates were scaled from a topographic map and have
 AH0891.an estimated accuracy of +/- 6 seconds.
 AH0891
 AH0891.The orthometric height was determined by differential leveling
 AH0891.and adjusted by the National Geodetic Survey in June 1991..
 AH0891
 AH0891.The geoid height was determined by GEOID03.
 AH0891
 AH0891.The dynamic height is computed by dividing the NAVD 88
 AH0891.geopotential number by the normal gravity value computed on the
 AH0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0891.degrees latitude (g = 980.6199 gals.).
 AH0891
 AH0891.The modeled gravity was interpolated from observed gravity values.
 AH0891
 AH0891;                    North         East    Units  Estimated Accuracy
 AH0891;SPC TX S     - 5,206,570.      387,640.      MT  (+/- 180 meters Scaled)
 AH0891
 AH0891                          SUPERSEDED SURVEY CONTROL
 AH0891
 AH0891  NGVD 29 (??/??/92)    8.397  (m)           27.55   (f) ADJ UNCH    2 0
 AH0891
 AH0891.Superseded values are not recommended for survey control.
 AH0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0891.See file dsdata.txt to determine how the superseded data were derived.
 AH0891
 AH0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR369457(NAD 83)
 AH0891_MARKER: DB = BENCH MARK DISK
 AH0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0891_STAMPING: X 178 1951
 AH0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0891+STABILITY: SURFACE MOTION
 AH0891
 AH0891  HISTORY     - Date     Condition        Report By
 AH0891  HISTORY     - 1951     MONUMENTED       CGS
 AH0891  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0891
 AH0891                          STATION DESCRIPTION
 AH0891
 AH0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0891'16.0 MI E FROM KINGSVILLE.
 AH0891'16.0 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0891'KINGSVILLE, 0.25 MILE NORTHEAST OF A SMALL WOODEN BRIDGE OVER A DRY
 AH0891'WASH, 76 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 AH0891'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0891'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AH0891
 AH0891                          STATION RECOVERY (1969)
 AH0891
 AH0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2619 ***********************************************************************
 AW2619  DESIGNATION -  X 179
 AW2619  PID         -  AW2619
 AW2619  STATE/COUNTY-  TX/GALVESTON
 AW2619  USGS QUAD   -  GALVESTON (1994)
 AW2619
 AW2619                         *CURRENT SURVEY CONTROL
 AW2619  ___________________________________________________________________
 AW2619* NAD 83(1986)-  29 16 08.     (N)    094 51 17.     (W)     SCALED    
 AW2619* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 AW2619  ___________________________________________________________________
 AW2619  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW2619
 AW2619  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2619
 AW2619.This mark is at Scholes Fld (GLS) Airport (GLS)
 AW2619
 AW2619.The horizontal coordinates were scaled from a topographic map and have
 AW2619.an estimated accuracy of +/- 6 seconds.
 AW2619
 AW2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2619.The vertical order pertains to the NGVD 29 superseded value.
 AW2619
 AW2619.The geoid height was determined by GEOID03.
 AW2619
 AW2619;                    North         East    Units  Estimated Accuracy
 AW2619;SPC TXSC     - 4,166,240.    1,002,720.      MT  (+/- 180 meters Scaled)
 AW2619
 AW2619                          SUPERSEDED SURVEY CONTROL
 AW2619
 AW2619  NGVD 29 (??/??/92)    1.901  (m)            6.24   (f) ADJ UNCH    1 2
 AW2619
 AW2619.Superseded values are not recommended for survey control.
 AW2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2619.See file dsdata.txt to determine how the superseded data were derived.
 AW2619
 AW2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN198392(NAD 83)
 AW2619_MARKER: DB = BENCH MARK DISK
 AW2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2619_STAMPING: X 179 1951
 AW2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2619+STABILITY: SURFACE MOTION
 AW2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2619+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AW2619
 AW2619  HISTORY     - Date     Condition        Report By
 AW2619  HISTORY     - 1951     MONUMENTED       CGS
 AW2619  HISTORY     - 1964     GOOD             NGS
 AW2619  HISTORY     - 1966     GOOD             NGS
 AW2619  HISTORY     - 1974     GOOD             NGS
 AW2619  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2619  HISTORY     - 1987     GOOD             USPSQD
 AW2619  HISTORY     - 1988     GOOD             USPSQD
 AW2619  HISTORY     - 1988     GOOD             USPSQD
 AW2619  HISTORY     - 1988     GOOD             USPSQD
 AW2619  HISTORY     - 1988     GOOD             USPSQD
 AW2619  HISTORY     - 1988     GOOD             USPSQD
 AW2619  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2619  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2619  HISTORY     - 1988     GOOD             USPSQD
 AW2619  HISTORY     - 1988     GOOD             USPSQD
 AW2619  HISTORY     - 1989     GOOD             USPSQD
 AW2619  HISTORY     - 19890614 MARK NOT FOUND   USPSQD
 AW2619  HISTORY     - 1990     GOOD             USPSQD
 AW2619  HISTORY     - 19910407 GOOD             USPSQD
 AW2619  HISTORY     - 19940326 GOOD             USPSQD
 AW2619  HISTORY     - 20010730 GOOD             NGS
 AW2619  HISTORY     - 20031215 GOOD             USPSQD
 AW2619  HISTORY     - 20050131 GOOD             USPSQD
 AW2619
 AW2619                          STATION DESCRIPTION
 AW2619
 AW2619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2619'5.7 MI SW FROM GALVESTON.
 AW2619'ABOUT 4.3 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM MOODY CENTER
 AW2619'AT GALVESTON, THENCE 0.7 MILE NORTHWEST ALONG 81ST STREET, THENCE 0.5
 AW2619'MILE SOUTHWEST ALONG A PAVED ROAD THROUGH THE GALVESTON MUNICIPAL
 AW2619'AIRPORT, THENCE ABOUT 0.2 MILE NORTH ALONG THE SOUTHEAST EDGE OF A
 AW2619'CONCRETE APRON, 15 1/2 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 AW2619'ADMINISTRATION BUILDING FOR THE AIRPORT, 8 1/2 FEET NORTH OF THE NORTH
 AW2619'FACE OF THE BUILDING, 1 1/2 FEET EAST OF THE NORTHEAST CORNER OF A
 AW2619'STEP AT THE NORTH ENTRANCE TO THE BUILDING, ABOUT LEVEL WITH THE
 AW2619'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2619
 AW2619                          STATION RECOVERY (1966)
 AW2619
 AW2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1974)
 AW2619
 AW2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1987)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW2619'MARK NOT FOUND.
 AW2619
 AW2619                          STATION RECOVERY (1987)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1988)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1988)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1988)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1988)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1988)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1988)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW2619'MARK NOT FOUND.
 AW2619
 AW2619                          STATION RECOVERY (1988)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW2619'MARK NOT FOUND.
 AW2619
 AW2619                          STATION RECOVERY (1988)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1988)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1989)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1989)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW2619'MARK NOT FOUND.
 AW2619
 AW2619                          STATION RECOVERY (1990)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1991)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (1994)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (2001)
 AW2619
 AW2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2619'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW2619
 AW2619                          STATION RECOVERY (2003)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2619'RECOVERED IN GOOD CONDITION.
 AW2619
 AW2619                          STATION RECOVERY (2005)
 AW2619
 AW2619'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0685 ***********************************************************************
 CD0685  DESIGNATION -  X 180
 CD0685  PID         -  CD0685
 CD0685  STATE/COUNTY-  TX/HUDSPETH
 CD0685  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0685
 CD0685                         *CURRENT SURVEY CONTROL
 CD0685  ___________________________________________________________________
 CD0685* NAD 83(1986)-  31 50 39.     (N)    105 46 28.     (W)     SCALED    
 CD0685* NAVD 88     -      1582.938  (meters)    5193.36   (feet)  ADJUSTED  
 CD0685  ___________________________________________________________________
 CD0685  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0685  DYNAMIC HT  -        1580.463 (meters)    5185.24  (feet)  COMP
 CD0685  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 CD0685
 CD0685  VERT ORDER  -  FIRST     CLASS II
 CD0685
 CD0685.The horizontal coordinates were scaled from a topographic map and have
 CD0685.an estimated accuracy of +/- 6 seconds.
 CD0685
 CD0685.The orthometric height was determined by differential leveling
 CD0685.and adjusted by the National Geodetic Survey in June 1991..
 CD0685
 CD0685.The geoid height was determined by GEOID03.
 CD0685
 CD0685.The dynamic height is computed by dividing the NAVD 88
 CD0685.geopotential number by the normal gravity value computed on the
 CD0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0685.degrees latitude (g = 980.6199 gals.).
 CD0685
 CD0685.The modeled gravity was interpolated from observed gravity values.
 CD0685
 CD0685;                    North         East    Units  Estimated Accuracy
 CD0685;SPC TX C     - 3,253,990.      185,200.      MT  (+/- 180 meters Scaled)
 CD0685
 CD0685                          SUPERSEDED SURVEY CONTROL
 CD0685
 CD0685  NGVD 29 (??/??/92) 1582.22   (m)         5191.0    (f) COMPUTED    1 2
 CD0685
 CD0685.Superseded values are not recommended for survey control.
 CD0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0685.See file dsdata.txt to determine how the superseded data were derived.
 CD0685
 CD0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR267234(NAD 83)
 CD0685_MARKER: DB = BENCH MARK DISK
 CD0685_SETTING: 66 = SET IN ROCK OUTCROP
 CD0685_SP_SET: LIMESTONE BED
 CD0685_STAMPING: X 180 1933
 CD0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0685+STABILITY: POSITION/ELEVATION WELL
 CD0685
 CD0685  HISTORY     - Date     Condition        Report By
 CD0685  HISTORY     - 1933     MONUMENTED       CGS
 CD0685  HISTORY     - 1956     GOOD             NGS
 CD0685
 CD0685                          STATION DESCRIPTION
 CD0685
 CD0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CD0685'44.9 MI E FROM EL PASO.
 CD0685'44.9 MILES EAST OF EL PASO CITY HALL ALONG HIGHWAY NO. 62, 500 FEET
 CD0685'EAST OF END OF CURVE ON HIGHWAY WHERE THE LATTER FOLLOWS CREST OF A
 CD0685'LOW RIDGE.  40 FEET NORTH OF CENTER LINE OF ROAD.  ACROSS ROAD FROM
 CD0685'AND A LITTLE EAST OF A STEEL SIGN MARKED 125 MILES TO HOTEL CRAWFORD.
 CD0685'NOTE-- MARK WILL BE UNDER ROAD BED IN NEAR FUTURE.
 CD0685
 CD0685                          STATION RECOVERY (1956)
 CD0685
 CD0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CD0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0686 ***********************************************************************
 CD0686  DESIGNATION -  X 180 RESET 1956
 CD0686  PID         -  CD0686
 CD0686  STATE/COUNTY-  TX/HUDSPETH
 CD0686  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0686
 CD0686                         *CURRENT SURVEY CONTROL
 CD0686  ___________________________________________________________________
 CD0686* NAD 83(1986)-  31 50 38.     (N)    105 46 28.     (W)     SCALED    
 CD0686* NAVD 88     -      1581.278  (meters)    5187.91   (feet)  ADJUSTED  
 CD0686  ___________________________________________________________________
 CD0686  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0686  DYNAMIC HT  -        1578.805 (meters)    5179.80  (feet)  COMP
 CD0686  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 CD0686
 CD0686  VERT ORDER  -  FIRST     CLASS II
 CD0686
 CD0686.The horizontal coordinates were scaled from a topographic map and have
 CD0686.an estimated accuracy of +/- 6 seconds.
 CD0686
 CD0686.The orthometric height was determined by differential leveling
 CD0686.and adjusted by the National Geodetic Survey in June 1991..
 CD0686
 CD0686.The geoid height was determined by GEOID03.
 CD0686
 CD0686.The dynamic height is computed by dividing the NAVD 88
 CD0686.geopotential number by the normal gravity value computed on the
 CD0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0686.degrees latitude (g = 980.6199 gals.).
 CD0686
 CD0686.The modeled gravity was interpolated from observed gravity values.
 CD0686
 CD0686;                    North         East    Units  Estimated Accuracy
 CD0686;SPC TX C     - 3,253,960.      185,190.      MT  (+/- 180 meters Scaled)
 CD0686
 CD0686                          SUPERSEDED SURVEY CONTROL
 CD0686
 CD0686.No superseded survey control is available for this station.
 CD0686
 CD0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR267233(NAD 83)
 CD0686_MARKER: DB = BENCH MARK DISK
 CD0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0686_STAMPING: X 180 RESET 1956
 CD0686_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0686+STABILITY: SURFACE MOTION
 CD0686
 CD0686  HISTORY     - Date     Condition        Report By
 CD0686  HISTORY     - 1956     MONUMENTED       CGS
 CD0686  HISTORY     - 1958     GOOD             NGS
 CD0686  HISTORY     - 1981     GOOD             NGS
 CD0686
 CD0686                          STATION DESCRIPTION
 CD0686
 CD0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0686'40.1 MI E FROM EL PASO.
 CD0686'ABOUT 40.1 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0686'OF LOOP 16 AT EL PASO, ABOUT 0.55 MILES EAST OF A ROADSIDE PARK, 68
 CD0686'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ON THE EAST EDGE OF A
 CD0686'ROCK-BOTTOMED WASH, 3 FEET SOUTH OF A FENCE, 1 FOOT WEST OF A CAIRN,
 CD0686'ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, IN THE TOP OF A CONCRETE
 CD0686'POST WHICH IS BONDED TO BEDROCK, AND PROJECTS 4 INCHES.
 CD0686
 CD0686                          STATION RECOVERY (1981)
 CD0686
 CD0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0686'64.7 KM (40.2 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0686'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0686'0.5 KM (0.3 MI) EAST OF A ROAD SIDE PARK, 20.7 METERS (68.0 FT)
 CD0686'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.9 METER (3.0 FT)
 CD0686'SOUTHWEST OF A FENCE.
 CD0686'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0436 ***********************************************************************
 CD0436  DESIGNATION -  X 181
 CD0436  PID         -  CD0436
 CD0436  STATE/COUNTY-  TX/HUDSPETH
 CD0436  USGS QUAD   -  LINDA LAKE SOUTH (1984)
 CD0436
 CD0436                         *CURRENT SURVEY CONTROL
 CD0436  ___________________________________________________________________
 CD0436* NAD 83(1986)-  31 45 03.     (N)    105 01 10.     (W)     SCALED    
 CD0436* NAVD 88     -      1103.543  (meters)    3620.54   (feet)  ADJUSTED  
 CD0436  ___________________________________________________________________
 CD0436  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 CD0436  DYNAMIC HT  -        1101.890 (meters)    3615.12  (feet)  COMP
 CD0436  MODELED GRAV-     979,104.1   (mgal)                       NAVD 88
 CD0436
 CD0436  VERT ORDER  -  FIRST     CLASS I
 CD0436
 CD0436.The horizontal coordinates were scaled from a topographic map and have
 CD0436.an estimated accuracy of +/- 6 seconds.
 CD0436
 CD0436.The orthometric height was determined by differential leveling
 CD0436.and adjusted by the National Geodetic Survey in June 1991..
 CD0436
 CD0436.The geoid height was determined by GEOID03.
 CD0436
 CD0436.The dynamic height is computed by dividing the NAVD 88
 CD0436.geopotential number by the normal gravity value computed on the
 CD0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0436.degrees latitude (g = 980.6199 gals.).
 CD0436
 CD0436.The modeled gravity was interpolated from observed gravity values.
 CD0436
 CD0436;                    North         East    Units  Estimated Accuracy
 CD0436;SPC TX C     - 3,240,400.      256,150.      MT  (+/- 180 meters Scaled)
 CD0436
 CD0436                          SUPERSEDED SURVEY CONTROL
 CD0436
 CD0436  NGVD 29 (??/??/92) 1103.015  (m)         3618.81   (f) ADJ UNCH    1 1
 CD0436
 CD0436.Superseded values are not recommended for survey control.
 CD0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0436.See file dsdata.txt to determine how the superseded data were derived.
 CD0436
 CD0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR981128(NAD 83)
 CD0436_MARKER: DB = BENCH MARK DISK
 CD0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0436_STAMPING: X 181 1933
 CD0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0436+STABILITY: SURFACE MOTION
 CD0436
 CD0436  HISTORY     - Date     Condition        Report By
 CD0436  HISTORY     - 1933     MONUMENTED       CGS
 CD0436  HISTORY     - 1958     GOOD             NGS
 CD0436  HISTORY     - 1976     GOOD             NGS
 CD0436  HISTORY     - 1977     GOOD             NGS
 CD0436
 CD0436                          STATION DESCRIPTION
 CD0436
 CD0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0436'83.15 MI E FROM EL PASO.
 CD0436'ABOUT 83.15 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0436'JUNCTION OF LOOP 16 AT EL PASO, 75 FEET SOUTH OF THE CENTER LINE OF
 CD0436'THE HIGHWAY, ABOUT 0.1 MILE WEST OF THE SALT LAKE WAR MONUMENT, 38
 CD0436'FEET WEST OF A TELEPHONE POLE AND IN LINE WITH THE TELEPHONE POLES, 2
 CD0436'FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CD0436'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CD0436
 CD0436                          STATION RECOVERY (1976)
 CD0436
 CD0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0436'RECOVERED IN GOOD CONDITION.
 CD0436
 CD0436                          STATION RECOVERY (1977)
 CD0436
 CD0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0436'19.75 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0436'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 75 FT. SOUTH OF THE
 CD0436'CENTER LINE OF THE HIGHWAY, 0.1 MILE WEST OF THE SALT LAKE WAR
 CD0436'MONUMENT, 38 FT. WEST OF A TELEPHONE POLE. NOTE =4.3 MILES EAST OF THE
 CD0436'SALT FLAT POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0200 ***********************************************************************
 CV0200  DESIGNATION -  X 182
 CV0200  PID         -  CV0200
 CV0200  STATE/COUNTY-  TX/GAINES
 CV0200  USGS QUAD   -  SEMINOLE (1970)
 CV0200
 CV0200                         *CURRENT SURVEY CONTROL
 CV0200  ___________________________________________________________________
 CV0200* NAD 83(1986)-  32 43 31.     (N)    102 41 09.     (W)     SCALED    
 CV0200* NAVD 88     -      1024.294  (meters)    3360.54   (feet)  ADJUSTED  
 CV0200  ___________________________________________________________________
 CV0200  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 CV0200  DYNAMIC HT  -        1022.910 (meters)    3356.00  (feet)  COMP
 CV0200  MODELED GRAV-     979,251.9   (mgal)                       NAVD 88
 CV0200
 CV0200  VERT ORDER  -  FIRST     CLASS II
 CV0200
 CV0200.The horizontal coordinates were scaled from a topographic map and have
 CV0200.an estimated accuracy of +/- 6 seconds.
 CV0200
 CV0200.The orthometric height was determined by differential leveling
 CV0200.and adjusted by the National Geodetic Survey in June 1991..
 CV0200
 CV0200.The geoid height was determined by GEOID03.
 CV0200
 CV0200.The dynamic height is computed by dividing the NAVD 88
 CV0200.geopotential number by the normal gravity value computed on the
 CV0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0200.degrees latitude (g = 980.6199 gals.).
 CV0200
 CV0200.The modeled gravity was interpolated from observed gravity values.
 CV0200
 CV0200;                    North         East    Units  Estimated Accuracy
 CV0200;SPC TXNC     - 2,125,210.      207,760.      MT  (+/- 180 meters Scaled)
 CV0200
 CV0200                          SUPERSEDED SURVEY CONTROL
 CV0200
 CV0200  NGVD 29 (??/??/92) 1023.983  (m)         3359.52   (f) ADJ UNCH    1 2
 CV0200
 CV0200.Superseded values are not recommended for survey control.
 CV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0200.See file dsdata.txt to determine how the superseded data were derived.
 CV0200
 CV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS168232(NAD 83)
 CV0200_MARKER: DB = BENCH MARK DISK
 CV0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0200_STAMPING: X 182 1933
 CV0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0200+STABILITY: SURFACE MOTION
 CV0200
 CV0200  HISTORY     - Date     Condition        Report By
 CV0200  HISTORY     - 1933     MONUMENTED       CGS
 CV0200  HISTORY     - 1934     GOOD             NGS
 CV0200
 CV0200                          STATION DESCRIPTION
 CV0200
 CV0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0200'2.8 MI W FROM SEMINOLE.
 CV0200'2.8 MILES WEST OF SEMINOLE COURTHOUSE ON STATE HWY NO. 83 ABOUT 1 MILE
 CV0200'SOUTHEAST OF A RANCH HOUSE, 33 FEET SOUTH OF THE CENTERLINE OF THE
 CV0200'HIGHWAY AND ABOUT 60 FEET SOUTH OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1414 ***********************************************************************
 CS1414  DESIGNATION -  X 184
 CS1414  PID         -  CS1414
 CS1414  STATE/COUNTY-  TX/DALLAS
 CS1414  USGS QUAD   -  SEAGOVILLE (1973)
 CS1414
 CS1414                         *CURRENT SURVEY CONTROL
 CS1414  ___________________________________________________________________
 CS1414* NAD 83(1986)-  32 44 16.     (N)    096 33 43.     (W)     SCALED    
 CS1414* NAVD 88     -       138.055  (meters)     452.94   (feet)  ADJUSTED  
 CS1414  ___________________________________________________________________
 CS1414  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CS1414  DYNAMIC HT  -         137.902 (meters)     452.43  (feet)  COMP
 CS1414  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 CS1414
 CS1414  VERT ORDER  -  SECOND    CLASS 0
 CS1414
 CS1414.The horizontal coordinates were scaled from a topographic map and have
 CS1414.an estimated accuracy of +/- 6 seconds.
 CS1414
 CS1414.The orthometric height was determined by differential leveling
 CS1414.and adjusted by the National Geodetic Survey in June 1991..
 CS1414
 CS1414.The geoid height was determined by GEOID03.
 CS1414
 CS1414.The dynamic height is computed by dividing the NAVD 88
 CS1414.geopotential number by the normal gravity value computed on the
 CS1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1414.degrees latitude (g = 980.6199 gals.).
 CS1414
 CS1414.The modeled gravity was interpolated from observed gravity values.
 CS1414
 CS1414;                    North         East    Units  Estimated Accuracy
 CS1414;SPC TXNC     - 2,120,450.      781,620.      MT  (+/- 180 meters Scaled)
 CS1414
 CS1414                          SUPERSEDED SURVEY CONTROL
 CS1414
 CS1414  NGVD 29 (??/??/92)  138.066  (m)          452.97   (f) ADJ UNCH    2 0
 CS1414
 CS1414.Superseded values are not recommended for survey control.
 CS1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1414.See file dsdata.txt to determine how the superseded data were derived.
 CS1414
 CS1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB284248(NAD 83)
 CS1414_MARKER: DB = BENCH MARK DISK
 CS1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1414_STAMPING: X 184 1952
 CS1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1414+STABILITY: SURFACE MOTION
 CS1414
 CS1414  HISTORY     - Date     Condition        Report By
 CS1414  HISTORY     - 1952     MONUMENTED       CGS
 CS1414  HISTORY     - 1958     GOOD             NGS
 CS1414
 CS1414                          STATION DESCRIPTION
 CS1414
 CS1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1414'3.95 MI SE FROM MESQUITE.
 CS1414'0.3 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS1414'MESQUITE, THENCE 0.8 MILE SOUTH ALONG SOUTH CARVER STREET, THENCE 2.85
 CS1414'MILES SOUTHEAST ALONG AN OILED ROAD, 32 FEET NORTHEAST OF THE CENTER
 CS1414'LINE OF THE ROAD, 0.25 MILE NORTHWEST OF THE HANGAR AT THE COLE
 CS1414'AIRPORT, AT THE WEST END OF THE EAST AND WEST RUNWAY, 1 FOOT NORTHEAST
 CS1414'OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CS1414'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- IT IS ALONG THE
 CS1414'NORTH SIDE OF CARTWRIGHT DRIVE, 0.25 MI NW OF THE J. M. COLE FARM
 CS1414'HOUSE AND AT THE WEST END OF THE SOD RUNWAY WHICH IS A CULTIVATED
 CS1414'FIELD.
 CS1414
 CS1414                          STATION RECOVERY (1958)
 CS1414
 CS1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0300 ***********************************************************************
 DN0300  DESIGNATION -  X 185
 DN0300  PID         -  DN0300
 DN0300  STATE/COUNTY-  TX/GRAYSON
 DN0300  USGS QUAD   -  MARILEE (1961)
 DN0300
 DN0300                         *CURRENT SURVEY CONTROL
 DN0300  ___________________________________________________________________
 DN0300* NAD 83(1986)-  33 26 06.     (N)    096 45 11.     (W)     SCALED    
 DN0300* NAVD 88     -       213.723  (meters)     701.19   (feet)  ADJUSTED  
 DN0300  ___________________________________________________________________
 DN0300  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 DN0300  DYNAMIC HT  -         213.499 (meters)     700.45  (feet)  COMP
 DN0300  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 DN0300
 DN0300  VERT ORDER  -  SECOND    CLASS 0
 DN0300
 DN0300.The horizontal coordinates were scaled from a topographic map and have
 DN0300.an estimated accuracy of +/- 6 seconds.
 DN0300
 DN0300.The orthometric height was determined by differential leveling
 DN0300.and adjusted by the National Geodetic Survey in June 1991..
 DN0300
 DN0300.The geoid height was determined by GEOID03.
 DN0300
 DN0300.The dynamic height is computed by dividing the NAVD 88
 DN0300.geopotential number by the normal gravity value computed on the
 DN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0300.degrees latitude (g = 980.6199 gals.).
 DN0300
 DN0300.The modeled gravity was interpolated from observed gravity values.
 DN0300
 DN0300;                    North         East    Units  Estimated Accuracy
 DN0300;SPC TXNC     - 2,197,440.      762,430.      MT  (+/- 180 meters Scaled)
 DN0300
 DN0300                          SUPERSEDED SURVEY CONTROL
 DN0300
 DN0300  NGVD 29 (??/??/92)  213.732  (m)          701.22   (f) ADJ UNCH    2 0
 DN0300
 DN0300.Superseded values are not recommended for survey control.
 DN0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0300.See file dsdata.txt to determine how the superseded data were derived.
 DN0300
 DN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC088017(NAD 83)
 DN0300_MARKER: DB = BENCH MARK DISK
 DN0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0300_STAMPING: X 185 1952
 DN0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0300+STABILITY: SURFACE MOTION
 DN0300
 DN0300  HISTORY     - Date     Condition        Report By
 DN0300  HISTORY     - 1952     MONUMENTED       CGS
 DN0300  HISTORY     - 19990213 POOR             USPSQD
 DN0300
 DN0300                          STATION DESCRIPTION
 DN0300
 DN0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0300'1.0 MI S FROM GUNTER.
 DN0300'1.0 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0300'FROM THE STATION AT GUNTER, 3 POLES SOUTH OF MILEPOST 665-20, 145 FEET
 DN0300'SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 23.2 FEET WEST OF
 DN0300'THE WEST RAIL, 24 FEET EAST OF A FENCE, 9 FEET SOUTH OF A TELEPHONE
 DN0300'POLE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DN0300'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 DN0300
 DN0300                          STATION RECOVERY (1999)
 DN0300
 DN0300'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0300'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0212 ***********************************************************************
 CT0212  DESIGNATION -  X 188
 CT0212  PID         -  CT0212
 CT0212  STATE/COUNTY-  TX/EASTLAND
 CT0212  USGS QUAD   -  CISCO NORTH (1987)
 CT0212
 CT0212                         *CURRENT SURVEY CONTROL
 CT0212  ___________________________________________________________________
 CT0212* NAD 83(1986)-  32 22 53.     (N)    098 57 46.     (W)     SCALED    
 CT0212* NAVD 88     -       504.253  (meters)    1654.37   (feet)  ADJUSTED  
 CT0212  ___________________________________________________________________
 CT0212  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CT0212  DYNAMIC HT  -         503.601 (meters)    1652.23  (feet)  COMP
 CT0212  MODELED GRAV-     979,331.6   (mgal)                       NAVD 88
 CT0212
 CT0212  VERT ORDER  -  SECOND    CLASS 0
 CT0212
 CT0212.The horizontal coordinates were scaled from a topographic map and have
 CT0212.an estimated accuracy of +/- 6 seconds.
 CT0212
 CT0212.The orthometric height was determined by differential leveling
 CT0212.and adjusted by the National Geodetic Survey in June 1991..
 CT0212
 CT0212.The geoid height was determined by GEOID03.
 CT0212
 CT0212.The dynamic height is computed by dividing the NAVD 88
 CT0212.geopotential number by the normal gravity value computed on the
 CT0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0212.degrees latitude (g = 980.6199 gals.).
 CT0212
 CT0212.The modeled gravity was interpolated from observed gravity values.
 CT0212
 CT0212;                    North         East    Units  Estimated Accuracy
 CT0212;SPC TXNC     - 2,079,350.      556,460.      MT  (+/- 180 meters Scaled)
 CT0212
 CT0212                          SUPERSEDED SURVEY CONTROL
 CT0212
 CT0212  NGVD 29 (??/??/92)  504.134  (m)         1653.98   (f) ADJ UNCH    2 0
 CT0212
 CT0212.Superseded values are not recommended for survey control.
 CT0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0212.See file dsdata.txt to determine how the superseded data were derived.
 CT0212
 CT0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA035827(NAD 83)
 CT0212_MARKER: DB = BENCH MARK DISK
 CT0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0212_STAMPING: X-188 1933
 CT0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0212+STABILITY: SURFACE MOTION
 CT0212
 CT0212  HISTORY     - Date     Condition        Report By
 CT0212  HISTORY     - 1933     MONUMENTED       CGS
 CT0212  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0212  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0212
 CT0212                          STATION DESCRIPTION
 CT0212
 CT0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CT0212'1.7 MI SE FROM CISCO.
 CT0212'1.7 MILES SOUTHEAST OF ALONG MISSOURI, KANSAS AND TEXAS RAILROAD. 0.2
 CT0212'MILES OR 8 TELEGRAPH POLES WEST OF MILE POST 153, 1 FOOT FROM LINE
 CT0212'FENCE OF HUMBOLDT OIL CO. PROPERTY, 110 FEET SOUTHWEST OF CENTER OF
 CT0212'TRACK.  40 FEET NORTH OF POWERPLANT AT MAIN YARD.
 CT0212
 CT0212                          STATION RECOVERY (1965)
 CT0212
 CT0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0212'MARK NOT FOUND.
 CT0212
 CT0212                          STATION RECOVERY (1983)
 CT0212
 CT0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0206 ***********************************************************************
 DO0206  DESIGNATION -  X 189
 DO0206  PID         -  DO0206
 DO0206  STATE/COUNTY-  TX/JACK
 DO0206  USGS QUAD   -  JACKSBORO (1982)
 DO0206
 DO0206                         *CURRENT SURVEY CONTROL
 DO0206  ___________________________________________________________________
 DO0206* NAD 83(1986)-  33 11 26.     (N)    098 12 48.     (W)     SCALED    
 DO0206* NAVD 88     -       352.268  (meters)    1155.73   (feet)  ADJUSTED  
 DO0206  ___________________________________________________________________
 DO0206  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DO0206  DYNAMIC HT  -         351.861 (meters)    1154.40  (feet)  COMP
 DO0206  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 DO0206
 DO0206  VERT ORDER  -  SECOND    CLASS 0
 DO0206
 DO0206.The horizontal coordinates were scaled from a topographic map and have
 DO0206.an estimated accuracy of +/- 6 seconds.
 DO0206
 DO0206.The orthometric height was determined by differential leveling
 DO0206.and adjusted by the National Geodetic Survey in June 1991..
 DO0206
 DO0206.The geoid height was determined by GEOID03.
 DO0206
 DO0206.The dynamic height is computed by dividing the NAVD 88
 DO0206.geopotential number by the normal gravity value computed on the
 DO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0206.degrees latitude (g = 980.6199 gals.).
 DO0206
 DO0206.The modeled gravity was interpolated from observed gravity values.
 DO0206
 DO0206;                    North         East    Units  Estimated Accuracy
 DO0206;SPC TXNC     - 2,169,020.      626,730.      MT  (+/- 180 meters Scaled)
 DO0206
 DO0206                          SUPERSEDED SURVEY CONTROL
 DO0206
 DO0206  NGVD 29 (??/??/92)  352.193  (m)         1155.49   (f) ADJ UNCH    2 0
 DO0206
 DO0206.Superseded values are not recommended for survey control.
 DO0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0206.See file dsdata.txt to determine how the superseded data were derived.
 DO0206
 DO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB733726(NAD 83)
 DO0206_MARKER: DB = BENCH MARK DISK
 DO0206_SETTING: 66 = SET IN ROCK OUTCROP
 DO0206_SP_SET: BEDROCK
 DO0206_STAMPING: X-189 1933
 DO0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0206+STABILITY: POSITION/ELEVATION WELL
 DO0206
 DO0206  HISTORY     - Date     Condition        Report By
 DO0206  HISTORY     - 1933     MONUMENTED       CGS
 DO0206  HISTORY     - 1950     MARK NOT FOUND   NGS
 DO0206  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0206
 DO0206                          STATION DESCRIPTION
 DO0206
 DO0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0206'3.4 MI W FROM JACKSBORO.
 DO0206'3.4 MILES WEST OF, ALONG CHICAGO, ROCK ISLAND AND GULF R. R. NEAR MILE
 DO0206'POST 31, 72 FEET NORTH OF CENTER OF TRACK.
 DO0206
 DO0206                          STATION RECOVERY (1950)
 DO0206
 DO0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DO0206'MARK NOT FOUND.
 DO0206
 DO0206                          STATION RECOVERY (2005)
 DO0206
 DO0206'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1092 ***********************************************************************
 FL1092  DESIGNATION -  X 19
 FL1092  PID         -  FL1092
 FL1092  STATE/COUNTY-  TX/POTTER
 FL1092  USGS QUAD   -  AMARILLO EAST (1973)
 FL1092
 FL1092                         *CURRENT SURVEY CONTROL
 FL1092  ___________________________________________________________________
 FL1092* NAD 83(1986)-  35 12 35.     (N)    101 49 40.     (W)     SCALED    
 FL1092* NAVD 88     -      1118.354  (meters)    3669.13   (feet)  ADJUSTED  
 FL1092  ___________________________________________________________________
 FL1092  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FL1092  DYNAMIC HT  -        1117.027 (meters)    3664.78  (feet)  COMP
 FL1092  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 FL1092
 FL1092  VERT ORDER  -  FIRST     CLASS II
 FL1092
 FL1092.The horizontal coordinates were scaled from a topographic map and have
 FL1092.an estimated accuracy of +/- 6 seconds.
 FL1092
 FL1092.The orthometric height was determined by differential leveling
 FL1092.and adjusted by the National Geodetic Survey in June 1991..
 FL1092
 FL1092.The geoid height was determined by GEOID03.
 FL1092
 FL1092.The dynamic height is computed by dividing the NAVD 88
 FL1092.geopotential number by the normal gravity value computed on the
 FL1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1092.degrees latitude (g = 980.6199 gals.).
 FL1092
 FL1092.The modeled gravity was interpolated from observed gravity values.
 FL1092
 FL1092;                    North         East    Units  Estimated Accuracy
 FL1092;SPC TX N     - 1,134,250.      170,160.      MT  (+/- 180 meters Scaled)
 FL1092
 FL1092                          SUPERSEDED SURVEY CONTROL
 FL1092
 FL1092  NGVD 29 (??/??/92) 1117.819  (m)         3667.38   (f) ADJ UNCH    1 2
 FL1092
 FL1092.Superseded values are not recommended for survey control.
 FL1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1092.See file dsdata.txt to determine how the superseded data were derived.
 FL1092
 FL1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD425999(NAD 83)
 FL1092_MARKER: DB = BENCH MARK DISK
 FL1092_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FL1092_SP_SET: BUILDING
 FL1092_STAMPING: X 19 1911 ELEV. 3667.414 FT.
 FL1092_MARK LOGO: CGS   
 FL1092_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1092+STABILITY: SURFACE MOTION
 FL1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FL1092+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2006
 FL1092
 FL1092  HISTORY     - Date     Condition        Report By
 FL1092  HISTORY     - 1911     MONUMENTED       CGS
 FL1092  HISTORY     - 1958     GOOD             NGS
 FL1092  HISTORY     - 1984     GOOD             NGS
 FL1092  HISTORY     - 1984     GOOD             NGS
 FL1092  HISTORY     - 1985     GOOD             NGS
 FL1092  HISTORY     - 19960929 GOOD             NGS
 FL1092  HISTORY     - 20060714 GOOD             GEOCAC
 FL1092
 FL1092                          STATION DESCRIPTION
 FL1092
 FL1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FL1092'IN AMARILLO.
 FL1092'AT AMARILLO, AT THE PANHANDLE AND SANTA FE RAILWAY STATION, SET
 FL1092'VERTICALLY IN THE EAST FACE OF THE NORTH PILLAR SUPPORTING THE CENTER
 FL1092'ARCH OF THE PORCH, AND ABOUT 4 1/2 FEET ABOVE THE BRICK PLATFORM.
 FL1092'NOTE-- 1911 WAS STAMPED ON THE MARK BY THIS PARTY.
 FL1092
 FL1092                          STATION RECOVERY (1984)
 FL1092
 FL1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1092'RECOVERED IN GOOD CONDITION.
 FL1092
 FL1092                          STATION RECOVERY (1984)
 FL1092
 FL1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1092'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 FL1092'AMARILLO, AT THE SANTA FE RAILROAD STATION, SET VERTICALLY IN THE
 FL1092'EAST FACE OF AN ARCH AT THE MAIN ENTRANCE TO THE STATION, 16.5 M
 FL1092'(54.1 FT) WEST OF THE NEAR RAIL, AND 11.9 M (39.0 FT) NORTH OF THE
 FL1092'CENTER OF THE MAIN ENTRANCE.
 FL1092'THE MARK IS 1.5 M ABOVE THE GROUND.
 FL1092
 FL1092                          STATION RECOVERY (1985)
 FL1092
 FL1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1092'RECOVERED IN GOOD CONDITION.
 FL1092
 FL1092                          STATION RECOVERY (1996)
 FL1092
 FL1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 FL1092'IN AMARILLO, SET VERTICALLY IN THE EAST FACE OF A PILLAR BETWEEN 2
 FL1092'ARCHED WINDOWS ON THE EAST SIDE OF THE RAILROAD STATION AT 401 SOUTH
 FL1092'GRANT STREET, 29.8 M (97.8 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 FL1092'BUILDING, 15.1 M (49.5 FT) WEST OF THE NEAR RAIL, 9.8 M (32.2 FT)
 FL1092'NORHT OF THE NORTH FACE OF A TICKET BOOTH, 7.9 M (25.9 FT) WEST OF A
 FL1092'FENCE, AND 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE.
 FL1092
 FL1092                          STATION RECOVERY (2006)
 FL1092
 FL1092'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 FL1092'N35 12 507 W 101 49 574
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0772 ***********************************************************************
 DN0772  DESIGNATION -  X 190
 DN0772  PID         -  DN0772
 DN0772  STATE/COUNTY-  TX/WISE
 DN0772  USGS QUAD   -  DECATUR (1972)
 DN0772
 DN0772                         *CURRENT SURVEY CONTROL
 DN0772  ___________________________________________________________________
 DN0772* NAD 83(1986)-  33 13 23.     (N)    097 35 12.     (W)     SCALED    
 DN0772* NAVD 88     -       323.348  (meters)    1060.85   (feet)  ADJUSTED  
 DN0772  ___________________________________________________________________
 DN0772  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DN0772  DYNAMIC HT  -         322.972 (meters)    1059.62  (feet)  COMP
 DN0772  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 DN0772
 DN0772  VERT ORDER  -  FIRST     CLASS II
 DN0772
 DN0772.The horizontal coordinates were scaled from a topographic map and have
 DN0772.an estimated accuracy of +/- 6 seconds.
 DN0772
 DN0772.The orthometric height was determined by differential leveling
 DN0772.and adjusted by the National Geodetic Survey in June 1991..
 DN0772
 DN0772.The geoid height was determined by GEOID03.
 DN0772
 DN0772.The dynamic height is computed by dividing the NAVD 88
 DN0772.geopotential number by the normal gravity value computed on the
 DN0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0772.degrees latitude (g = 980.6199 gals.).
 DN0772
 DN0772.The modeled gravity was interpolated from observed gravity values.
 DN0772
 DN0772;                    North         East    Units  Estimated Accuracy
 DN0772;SPC TXNC     - 2,172,960.      685,130.      MT  (+/- 180 meters Scaled)
 DN0772
 DN0772                          SUPERSEDED SURVEY CONTROL
 DN0772
 DN0772  NGVD 29 (??/??/92)  323.269  (m)         1060.59   (f) ADJ UNCH    1 2
 DN0772
 DN0772.Superseded values are not recommended for survey control.
 DN0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0772.See file dsdata.txt to determine how the superseded data were derived.
 DN0772
 DN0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB317769(NAD 83)
 DN0772_MARKER: DB = BENCH MARK DISK
 DN0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0772_SP_SET: CONCRETE BASE
 DN0772_STAMPING: X 190 1933 1060.598
 DN0772_MARK LOGO: CGS   
 DN0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0772
 DN0772  HISTORY     - Date     Condition        Report By
 DN0772  HISTORY     - 1933     MONUMENTED       CGS
 DN0772  HISTORY     - 1952     GOOD             NGS
 DN0772  HISTORY     - 1984     GOOD             NGS
 DN0772  HISTORY     - 19990827 GOOD             USPSQD
 DN0772
 DN0772                          STATION DESCRIPTION
 DN0772
 DN0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0772'0.9 MI S FROM DECATUR.
 DN0772'0.9 MILE SOUTH ALONG SOUTH TRINITY STREET FROM THE COURTHOUSE AT
 DN0772'DECATUR, AT THE DECATUR BAPTIST COLLEGE, 80 FEET SOUTH OF THE CENTER
 DN0772'OF THE MAIN GATE, 23 FEET WEST OF THE WEST EDGE OF A NORTH AND SOUTH
 DN0772'SIDEWALK, SET IN THE TOP OF THE NORTH SIDE OF THE CONCRETE BASE OF A
 DN0772'FLAGPOLE WHICH HAS BEEN REMOVED, 1 FOOT ABOVE THE TOP OF THE GROUND.
 DN0772
 DN0772                          STATION RECOVERY (1984)
 DN0772
 DN0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0772'RECOVERED IN GOOD CONDITION.
 DN0772
 DN0772                          STATION RECOVERY (1999)
 DN0772
 DN0772'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0798 ***********************************************************************
 CT0798  DESIGNATION -  X 192
 CT0798  PID         -  CT0798
 CT0798  STATE/COUNTY-  TX/JONES
 CT0798  USGS QUAD   -  STAMFORD (1965)
 CT0798
 CT0798                         *CURRENT SURVEY CONTROL
 CT0798  ___________________________________________________________________
 CT0798* NAD 83(1993)-  32 56 17.85513(N)    099 49 12.30583(W)     ADJUSTED  
 CT0798* NAVD 88     -       499.304  (meters)    1638.13   (feet)  ADJUSTED  
 CT0798  ___________________________________________________________________
 CT0798  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CT0798  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT0798  DYNAMIC HT  -         498.670 (meters)    1636.05  (feet)  COMP
 CT0798  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 CT0798
 CT0798  HORZ ORDER  -  SECOND
 CT0798  VERT ORDER  -  SECOND    CLASS 0
 CT0798
 CT0798.The horizontal coordinates were established by classical geodetic methods
 CT0798.and adjusted by the National Geodetic Survey in February 1996..
 CT0798
 CT0798.The orthometric height was determined by differential leveling
 CT0798.and adjusted by the National Geodetic Survey in June 1991..
 CT0798
 CT0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0798
 CT0798.The geoid height was determined by GEOID03.
 CT0798
 CT0798.The dynamic height is computed by dividing the NAVD 88
 CT0798.geopotential number by the normal gravity value computed on the
 CT0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0798.degrees latitude (g = 980.6199 gals.).
 CT0798
 CT0798.The modeled gravity was interpolated from observed gravity values.
 CT0798
 CT0798;                    North         East     Units Scale Factor Converg.
 CT0798;SPC TXNC     - 2,141,785.755   476,566.746   MT  0.99987457   -0 43 11.9
 CT0798;SPC TXNC     - 7,026,842.10  1,563,536.07   sFT  0.99987457   -0 43 11.9
 CT0798;UTM  14      - 3,644,744.476   423,336.719   MT  0.99967247   -0 26 45.4
 CT0798
 CT0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0798!SPC TXNC     -   0.99992619  x   0.99987457  =   0.99980077
 CT0798!UTM  14      -   0.99992619  x   0.99967247  =   0.99959868
 CT0798
 CT0798                          SUPERSEDED SURVEY CONTROL
 CT0798
 CT0798  NAD 83(1993)-  32 56 17.85901(N)    099 49 12.29964(W) AD(       ) 2
 CT0798  NAD 83(1986)-  32 56 17.86181(N)    099 49 12.29692(W) AD(       ) 2
 CT0798  NAD 27      -  32 56 17.46241(N)    099 49 10.95768(W) AD(       ) 2
 CT0798  NGVD 29 (??/??/92)  499.13   (m)         1637.6    (f) COMPUTED    2 0
 CT0798
 CT0798.Superseded values are not recommended for survey control.
 CT0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0798.See file dsdata.txt to determine how the superseded data were derived.
 CT0798
 CT0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2333744744(NAD 83)
 CT0798_MARKER: DB = BENCH MARK DISK
 CT0798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0798_SP_SET: ABUTMENT
 CT0798_STAMPING: X-192 1933
 CT0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0798
 CT0798  HISTORY     - Date     Condition        Report By
 CT0798  HISTORY     - 1933     MONUMENTED       CGS
 CT0798  HISTORY     - 1953     GOOD             TXHD
 CT0798
 CT0798                          STATION DESCRIPTION
 CT0798
 CT0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CT0798'1.2 MI NW FROM STAMFORD.
 CT0798'1.2 MILES NORTHWEST OF, ALONG WICHITA VALLEY R. R. AT STAMFORD TO
 CT0798'ANSON HIGHWAY VIADUCT OVER THE RAILROAD, 50 FEET NORTH OF CENTER OF
 CT0798'TRACK, ON NORTHEAST ABUTMENT.
 CT0798
 CT0798                          STATION RECOVERY (1953)
 CT0798
 CT0798'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1953
 CT0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0799 ***********************************************************************
 CT0799  DESIGNATION -  X 192 RESET 1954
 CT0799  PID         -  CT0799
 CT0799  STATE/COUNTY-  TX/JONES
 CT0799  USGS QUAD   -  STAMFORD (1965)
 CT0799
 CT0799                         *CURRENT SURVEY CONTROL
 CT0799  ___________________________________________________________________
 CT0799* NAD 83(1986)-  32 56 18.     (N)    099 49 10.     (W)     SCALED    
 CT0799* NAVD 88     -       500.07   (+/-2cm)    1640.6    (feet)  VERTCON   
 CT0799  ___________________________________________________________________
 CT0799  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT0799
 CT0799  VERT ORDER  -  THIRD (See Below)
 CT0799
 CT0799.The horizontal coordinates were scaled from a topographic map and have
 CT0799.an estimated accuracy of +/- 6 seconds.
 CT0799
 CT0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0799.The vertical order pertains to the NGVD 29 superseded value.
 CT0799
 CT0799.The geoid height was determined by GEOID03.
 CT0799
 CT0799;                    North         East    Units  Estimated Accuracy
 CT0799;SPC TXNC     - 2,141,790.      476,630.      MT  (+/- 180 meters Scaled)
 CT0799
 CT0799                          SUPERSEDED SURVEY CONTROL
 CT0799
 CT0799  NGVD 29 (??/??/??)  499.90   (m)         1640.1    (f) RESET       3  
 CT0799
 CT0799.Superseded values are not recommended for survey control.
 CT0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0799.See file dsdata.txt to determine how the superseded data were derived.
 CT0799
 CT0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB233447(NAD 83)
 CT0799_MARKER: DB = BENCH MARK DISK
 CT0799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0799_SP_SET: ABUTMENT
 CT0799_STAMPING: X 192 RESET 1954
 CT0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0799
 CT0799  HISTORY     - Date     Condition        Report By
 CT0799  HISTORY     - 1954     MONUMENTED       CGS
 CT0799  HISTORY     - 1958     GOOD             NGS
 CT0799  HISTORY     - 1974     GOOD             NGS
 CT0799
 CT0799                          STATION DESCRIPTION
 CT0799
 CT0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0799'1.2 MI NW FROM STAMFORD.
 CT0799'1.2 MILES NW ALONG THE WICHITA VALLEY RAILWAY FROM STAMFORD, JONES
 CT0799'COUNTY, AT THE STAMFORD-ANSON HIGHWAY OVERHEAD CROSSING, IN THE TOP OF
 CT0799'THE NE ABUTMENT WING WALL, AND 45 FEET N OF THE CENTERLINE OF THE
 CT0799'TRACK.  A STANDARD DISK, STAMPED X 192 RESET 1954.  NOTE-- THIS MARK
 CT0799'IS AT THE STAMFORD-ANSON HIGHWAY OVERHEAD CROSSING, IN THE TOP OF THE
 CT0799'NORTHEAST ABUTMENT AND 50 FEET NORTH OF THE CENTER LINE OF THE TRACK.
 CT0799
 CT0799                          STATION RECOVERY (1974)
 CT0799
 CT0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CT0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0229 ***********************************************************************
 CT0229  DESIGNATION -  X 193
 CT0229  PID         -  CT0229
 CT0229  STATE/COUNTY-  TX/COMANCHE
 CT0229  USGS QUAD   -  RUCKER (1968)
 CT0229
 CT0229                         *CURRENT SURVEY CONTROL
 CT0229  ___________________________________________________________________
 CT0229* NAD 83(1986)-  32 09 14.     (N)    098 35 24.     (W)     SCALED    
 CT0229* NAVD 88     -       410.599  (meters)    1347.11   (feet)  ADJUSTED  
 CT0229  ___________________________________________________________________
 CT0229  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CT0229  DYNAMIC HT  -         410.072 (meters)    1345.38  (feet)  COMP
 CT0229  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 CT0229
 CT0229  VERT ORDER  -  SECOND    CLASS 0
 CT0229
 CT0229.The horizontal coordinates were scaled from a topographic map and have
 CT0229.an estimated accuracy of +/- 6 seconds.
 CT0229
 CT0229.The orthometric height was determined by differential leveling
 CT0229.and adjusted by the National Geodetic Survey in June 1991..
 CT0229
 CT0229.The geoid height was determined by GEOID03.
 CT0229
 CT0229.The dynamic height is computed by dividing the NAVD 88
 CT0229.geopotential number by the normal gravity value computed on the
 CT0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0229.degrees latitude (g = 980.6199 gals.).
 CT0229
 CT0229.The modeled gravity was interpolated from observed gravity values.
 CT0229
 CT0229;                    North         East    Units  Estimated Accuracy
 CT0229;SPC TX C     - 3,277,030.      864,460.      MT  (+/- 180 meters Scaled)
 CT0229
 CT0229                          SUPERSEDED SURVEY CONTROL
 CT0229
 CT0229  NGVD 29 (??/??/92)  410.505  (m)         1346.80   (f) ADJ UNCH    2 0
 CT0229
 CT0229.Superseded values are not recommended for survey control.
 CT0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0229.See file dsdata.txt to determine how the superseded data were derived.
 CT0229
 CT0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA386575(NAD 83)
 CT0229_MARKER: DB = BENCH MARK DISK
 CT0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0229_SP_SET: BRIDGE ABUTMENT
 CT0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0229
 CT0229  HISTORY     - Date     Condition        Report By
 CT0229  HISTORY     - UNK      MONUMENTED       CGS
 CT0229  HISTORY     - 1933     GOOD             NGS
 CT0229
 CT0229                          STATION DESCRIPTION
 CT0229
 CT0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0229'0.8 MI E FROM RUCKER.
 CT0229'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD, IN NORTH END OF EAST
 CT0229'ABUTMENT OF RAILROAD BRIDGE 123.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1039 ***********************************************************************
 BZ1039  DESIGNATION -  X 194
 BZ1039  PID         -  BZ1039
 BZ1039  STATE/COUNTY-  TX/HAMILTON
 BZ1039  USGS QUAD   -  SPRING CREEK GAP (1979)
 BZ1039
 BZ1039                         *CURRENT SURVEY CONTROL
 BZ1039  ___________________________________________________________________
 BZ1039* NAD 83(1986)-  31 57 11.     (N)    097 57 55.     (W)     SCALED    
 BZ1039* NAVD 88     -       291.282  (meters)     955.65   (feet)  ADJUSTED  
 BZ1039  ___________________________________________________________________
 BZ1039  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BZ1039  DYNAMIC HT  -         290.916 (meters)     954.45  (feet)  COMP
 BZ1039  MODELED GRAV-     979,373.7   (mgal)                       NAVD 88
 BZ1039
 BZ1039  VERT ORDER  -  SECOND    CLASS 0
 BZ1039
 BZ1039.The horizontal coordinates were scaled from a topographic map and have
 BZ1039.an estimated accuracy of +/- 6 seconds.
 BZ1039
 BZ1039.The orthometric height was determined by differential leveling
 BZ1039.and adjusted by the National Geodetic Survey in June 1991..
 BZ1039
 BZ1039.The geoid height was determined by GEOID03.
 BZ1039
 BZ1039.The dynamic height is computed by dividing the NAVD 88
 BZ1039.geopotential number by the normal gravity value computed on the
 BZ1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1039.degrees latitude (g = 980.6199 gals.).
 BZ1039
 BZ1039.The modeled gravity was interpolated from observed gravity values.
 BZ1039
 BZ1039;                    North         East    Units  Estimated Accuracy
 BZ1039;SPC TX C     - 3,255,850.      923,870.      MT  (+/- 180 meters Scaled)
 BZ1039
 BZ1039                          SUPERSEDED SURVEY CONTROL
 BZ1039
 BZ1039  NGVD 29 (??/??/92)  291.219  (m)          955.44   (f) ADJ UNCH    2 0
 BZ1039
 BZ1039.Superseded values are not recommended for survey control.
 BZ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1039.See file dsdata.txt to determine how the superseded data were derived.
 BZ1039
 BZ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA977357(NAD 83)
 BZ1039_MARKER: DB = BENCH MARK DISK
 BZ1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1039_STAMPING: X 194 1933 955.441
 BZ1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1039+STABILITY: SURFACE MOTION
 BZ1039
 BZ1039  HISTORY     - Date     Condition        Report By
 BZ1039  HISTORY     - 1933     MONUMENTED       CGS
 BZ1039  HISTORY     - 1951     GOOD             NGS
 BZ1039
 BZ1039                          STATION DESCRIPTION
 BZ1039
 BZ1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ1039'04.9 MI E FROM HICO.
 BZ1039'ABOUT 04.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 BZ1039'HICO, HAMILTON COUNTY, 81 FEET EAST OF MILEPOST 80, 48 FEET NORTH OF
 BZ1039'THE CENTERLINE OF THE TRACKS, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE
 BZ1039'AND DIRECTLY NORTH OF A RANCH ROAD CROSSING.  A STANDARD DISK STAMPED
 BZ1039'X 194 1933 955.441 AND SET IN THE TOP OF A CONCRETE POST WHICH
 BZ1039'PROJECTS ABOUT 4 INCHES.  NOTE-- THE MILE POST IS BASED ON THE
 BZ1039'ORIGINAL MILEAGE.  THIS POST WILL BE CHANGED WHEN THE ROUTE AROUND
 BZ1039'LAKE WHITNEY IS COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0496 ***********************************************************************
 BM0496  DESIGNATION -  X 195
 BM0496  PID         -  BM0496
 BM0496  STATE/COUNTY-  TX/BASTROP
 BM0496  USGS QUAD   -  ELGIN EAST (1982)
 BM0496
 BM0496                         *CURRENT SURVEY CONTROL
 BM0496  ___________________________________________________________________
 BM0496* NAD 83(1986)-  30 21 05.     (N)    097 22 13.     (W)     SCALED    
 BM0496* NAVD 88     -       179.25   (+/-2cm)     588.1    (feet)  VERTCON   
 BM0496  ___________________________________________________________________
 BM0496  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0496
 BM0496  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0496
 BM0496.The horizontal coordinates were scaled from a topographic map and have
 BM0496.an estimated accuracy of +/- 6 seconds.
 BM0496
 BM0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0496.The vertical order pertains to the NGVD 29 superseded value.
 BM0496
 BM0496.The geoid height was determined by GEOID03.
 BM0496
 BM0496;                    North         East    Units  Estimated Accuracy
 BM0496;SPC TX C     - 3,079,700.      984,830.      MT  (+/- 180 meters Scaled)
 BM0496
 BM0496                          SUPERSEDED SURVEY CONTROL
 BM0496
 BM0496  NGVD 29 (??/??/92)  179.175  (m)          587.84   (f) ADJ UNCH    1 2
 BM0496
 BM0496.Superseded values are not recommended for survey control.
 BM0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0496.See file dsdata.txt to determine how the superseded data were derived.
 BM0496
 BM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU566588(NAD 83)
 BM0496_MARKER: DB = BENCH MARK DISK
 BM0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0496_SP_SET: FOUNDATION
 BM0496_STAMPING: X 195 1933
 BM0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0496
 BM0496  HISTORY     - Date     Condition        Report By
 BM0496  HISTORY     - 1933     MONUMENTED       CGS
 BM0496  HISTORY     - 1953     GOOD             NGS
 BM0496  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 BM0496
 BM0496                          STATION DESCRIPTION
 BM0496
 BM0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0496'IN ELGIN.
 BM0496'AT ELGIN, 0.3 MILE NORTHWEST OF THE MISSOURI KANSAS AND TEXAS RAILROAD
 BM0496'OF TEXAS STATION, AT THE CITY WATER TOWER, 43 FEET SOUTHEAST OF THE
 BM0496'CENTER LINE OF LEXINGTON ROAD, 0.4 FOOT ABOVE THE GROUND, SET IN THE
 BM0496'TOP OF THE CONCRETE FOUNDATION OF THE NORTH LEG OF THE WATER TOWER.
 BM0496
 BM0496                          STATION RECOVERY (1991)
 BM0496
 BM0496'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0264 ***********************************************************************
 BM0264  DESIGNATION -  X 196
 BM0264  PID         -  BM0264
 BM0264  STATE/COUNTY-  TX/MILAM
 BM0264  USGS QUAD   -  ROCKDALE EAST (1989)
 BM0264
 BM0264                         *CURRENT SURVEY CONTROL
 BM0264  ___________________________________________________________________
 BM0264* NAD 83(1986)-  30 40 00.     (N)    096 58 21.     (W)     SCALED    
 BM0264* NAVD 88     -       153.70   (+/-2cm)     504.3    (feet)  VERTCON   
 BM0264  ___________________________________________________________________
 BM0264  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0264
 BM0264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0264
 BM0264.The horizontal coordinates were scaled from a topographic map and have
 BM0264.an estimated accuracy of +/- 6 seconds.
 BM0264
 BM0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0264.The vertical order pertains to the NGVD 29 superseded value.
 BM0264
 BM0264.The geoid height was determined by GEOID03.
 BM0264
 BM0264;                    North         East    Units  Estimated Accuracy
 BM0264;SPC TX C     - 3,115,720.    1,022,000.      MT  (+/- 180 meters Scaled)
 BM0264
 BM0264                          SUPERSEDED SURVEY CONTROL
 BM0264
 BM0264  NGVD 29 (??/??/92)  153.640  (m)          504.07   (f) ADJ UNCH    2 0
 BM0264
 BM0264.Superseded values are not recommended for survey control.
 BM0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0264.See file dsdata.txt to determine how the superseded data were derived.
 BM0264
 BM0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU942944(NAD 83)
 BM0264_MARKER: DB = BENCH MARK DISK
 BM0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0264_STAMPING: X 196 1933 584.185
 BM0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0264+STABILITY: SURFACE MOTION
 BM0264
 BM0264  HISTORY     - Date     Condition        Report By
 BM0264  HISTORY     - 1933     MONUMENTED       CGS
 BM0264  HISTORY     - 1976     GOOD             LOCSUR
 BM0264  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0264
 BM0264                          STATION DESCRIPTION
 BM0264
 BM0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0264'1.6 MI NE FROM ROCKDALE.
 BM0264'1.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0264'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM ROCKDALE, MILAM COUNTY,
 BM0264'0.1 MILE SOUTHWEST OF POLE 117/10, 56 FEET SOUTHWEST OF A ROAD
 BM0264'CROSSING, 47 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 1 FOOT
 BM0264'NORTH OF AN EAST-AND-WEST FENCE, AND SET IN THE TOP OF A CONCRETE
 BM0264'POST.
 BM0264
 BM0264                          STATION RECOVERY (1976)
 BM0264
 BM0264'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 BM0264'RECOVERED IN GOOD CONDITION.
 BM0264
 BM0264                          STATION RECOVERY (1999)
 BM0264
 BM0264'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0402 ***********************************************************************
 BZ0402  DESIGNATION -  X 197
 BZ0402  PID         -  BZ0402
 BZ0402  STATE/COUNTY-  TX/ROBERTSON
 BZ0402  USGS QUAD   -  MARQUEZ (1982)
 BZ0402
 BZ0402                         *CURRENT SURVEY CONTROL
 BZ0402  ___________________________________________________________________
 BZ0402* NAD 83(1986)-  31 08 35.     (N)    096 19 25.     (W)     SCALED    
 BZ0402* NAVD 88     -       106.51   (+/-2cm)     349.4    (feet)  VERTCON   
 BZ0402  ___________________________________________________________________
 BZ0402  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BZ0402
 BZ0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0402
 BZ0402.The horizontal coordinates were scaled from a topographic map and have
 BZ0402.an estimated accuracy of +/- 6 seconds.
 BZ0402
 BZ0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0402.The vertical order pertains to the NGVD 29 superseded value.
 BZ0402
 BZ0402.The geoid height was determined by GEOID03.
 BZ0402
 BZ0402;                    North         East    Units  Estimated Accuracy
 BZ0402;SPC TX C     - 3,170,560.    1,082,250.      MT  (+/- 180 meters Scaled)
 BZ0402
 BZ0402                          SUPERSEDED SURVEY CONTROL
 BZ0402
 BZ0402  NGVD 29 (??/??/92)  106.485  (m)          349.36   (f) ADJ UNCH    2 0
 BZ0402
 BZ0402.Superseded values are not recommended for survey control.
 BZ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0402.See file dsdata.txt to determine how the superseded data were derived.
 BZ0402
 BZ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV551485(NAD 83)
 BZ0402_MARKER: DB = BENCH MARK DISK
 BZ0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0402_SP_SET: CULVERT
 BZ0402_STAMPING: 349.327 X 197 1933
 BZ0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0402
 BZ0402  HISTORY     - Date     Condition        Report By
 BZ0402  HISTORY     - 1933     MONUMENTED       CGS
 BZ0402
 BZ0402                          STATION DESCRIPTION
 BZ0402
 BZ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0402'4.9 MI NE FROM EASTERLY.
 BZ0402'4.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0402'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM EASTERLY, ROBERTSON
 BZ0402'COUNTY, 0.2 MILE SOUTHWEST OF RIDGE, NEAR POLE 63/7, 25 FEET NORTH OF
 BZ0402'THE CENTERLINE OF THE TRACK, AT A CONCRETE CULVERT, AND IN THE CENTER
 BZ0402'OF THE TOP OF THE NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0999 ***********************************************************************
 BZ0999  DESIGNATION -  X 198
 BZ0999  PID         -  BZ0999
 BZ0999  STATE/COUNTY-  TX/CORYELL
 BZ0999  USGS QUAD   -  LEON JUNCTION (1995)
 BZ0999
 BZ0999                         *CURRENT SURVEY CONTROL
 BZ0999  ___________________________________________________________________
 BZ0999* NAD 83(1986)-  31 20 57.     (N)    097 35 16.     (W)     SCALED    
 BZ0999* NAVD 88     -       204.378  (meters)     670.53   (feet)  ADJUSTED  
 BZ0999  ___________________________________________________________________
 BZ0999  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BZ0999  DYNAMIC HT  -         204.108 (meters)     669.64  (feet)  COMP
 BZ0999  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 BZ0999
 BZ0999  VERT ORDER  -  SECOND    CLASS 0
 BZ0999
 BZ0999.The horizontal coordinates were scaled from a topographic map and have
 BZ0999.an estimated accuracy of +/- 6 seconds.
 BZ0999
 BZ0999.The orthometric height was determined by differential leveling
 BZ0999.and adjusted by the National Geodetic Survey in June 1991..
 BZ0999
 BZ0999.The geoid height was determined by GEOID03.
 BZ0999
 BZ0999.The dynamic height is computed by dividing the NAVD 88
 BZ0999.geopotential number by the normal gravity value computed on the
 BZ0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0999.degrees latitude (g = 980.6199 gals.).
 BZ0999
 BZ0999.The modeled gravity was interpolated from observed gravity values.
 BZ0999
 BZ0999;                    North         East    Units  Estimated Accuracy
 BZ0999;SPC TX C     - 3,189,740.      961,200.      MT  (+/- 180 meters Scaled)
 BZ0999
 BZ0999                          SUPERSEDED SURVEY CONTROL
 BZ0999
 BZ0999  NGVD 29 (??/??/92)  204.328  (m)          670.37   (f) ADJ UNCH    2 0
 BZ0999
 BZ0999.Superseded values are not recommended for survey control.
 BZ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0999.See file dsdata.txt to determine how the superseded data were derived.
 BZ0999
 BZ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV343691(NAD 83)
 BZ0999_MARKER: DB = BENCH MARK DISK
 BZ0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0999_STAMPING: X 198 1933
 BZ0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0999+STABILITY: SURFACE MOTION
 BZ0999
 BZ0999  HISTORY     - Date     Condition        Report By
 BZ0999  HISTORY     - 1933     MONUMENTED       CGS
 BZ0999  HISTORY     - 1957     GOOD             DOD
 BZ0999
 BZ0999                          STATION DESCRIPTION
 BZ0999
 BZ0999'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0999'8.7 MI SW FROM OGLESBY.
 BZ0999'8.7 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ0999'OGLESBY, CORYELL COUNTY, 10 FEET NORTH OF MILEPOST 711, 35 FEET WEST
 BZ0999'OF THE CENTERLINE OF THE TRACK, AND 14 FEET EAST OF THE RIGHT-OF-WAY
 BZ0999'FENCE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 1.5 FEET
 BZ0999'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0331 ***********************************************************************
 BM0331  DESIGNATION -  X 199
 BM0331  PID         -  BM0331
 BM0331  STATE/COUNTY-  TX/BELL
 BM0331  USGS QUAD   -  LITTLE RIVER (1978)
 BM0331
 BM0331                         *CURRENT SURVEY CONTROL
 BM0331  ___________________________________________________________________
 BM0331* NAD 83(1986)-  30 57 36.     (N)    097 21 08.     (W)     SCALED    
 BM0331* NAVD 88     -       136.306  (meters)     447.20   (feet)  ADJUSTED  
 BM0331  ___________________________________________________________________
 BM0331  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BM0331  DYNAMIC HT  -         136.126 (meters)     446.61  (feet)  COMP
 BM0331  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 BM0331
 BM0331  VERT ORDER  -  FIRST     CLASS II
 BM0331
 BM0331.The horizontal coordinates were scaled from a topographic map and have
 BM0331.an estimated accuracy of +/- 6 seconds.
 BM0331
 BM0331.The orthometric height was determined by differential leveling
 BM0331.and adjusted by the National Geodetic Survey in June 1991..
 BM0331
 BM0331.The geoid height was determined by GEOID03.
 BM0331
 BM0331.The dynamic height is computed by dividing the NAVD 88
 BM0331.geopotential number by the normal gravity value computed on the
 BM0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0331.degrees latitude (g = 980.6199 gals.).
 BM0331
 BM0331.The modeled gravity was interpolated from observed gravity values.
 BM0331
 BM0331;                    North         East    Units  Estimated Accuracy
 BM0331;SPC TX C     - 3,147,190.      984,760.      MT  (+/- 180 meters Scaled)
 BM0331
 BM0331                          SUPERSEDED SURVEY CONTROL
 BM0331
 BM0331  NGVD 29 (??/??/92)  136.234  (m)          446.96   (f) ADJ UNCH    1 2
 BM0331
 BM0331.Superseded values are not recommended for survey control.
 BM0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0331.See file dsdata.txt to determine how the superseded data were derived.
 BM0331
 BM0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV573263(NAD 83)
 BM0331_MARKER: DB = BENCH MARK DISK
 BM0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0331_SP_SET: BRIDGE
 BM0331_STAMPING: X-199 1933
 BM0331_MARK LOGO: CGS   
 BM0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0331
 BM0331  HISTORY     - Date     Condition        Report By
 BM0331  HISTORY     - 1933     MONUMENTED       CGS
 BM0331  HISTORY     - 1980     GOOD             NGS
 BM0331  HISTORY     - 20010317 GOOD             USPSQD
 BM0331
 BM0331                          STATION DESCRIPTION
 BM0331
 BM0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0331'2.3 MI S FROM LITTLE RIVER.
 BM0331'ON MISSOURI, KANSAS AND TEXAS RAILROAD BRIDGE NO. 889-8 OVER LITTLE
 BM0331'RIVER, IN NORTHWEST CONCRETE PIER, 12 FEET WEST OF CENTER OF TRACK.
 BM0331
 BM0331                          STATION RECOVERY (1980)
 BM0331
 BM0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0331'2.7 KM (1.7 MI) SOUTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF FARM
 BM0331'ROAD 436 IN ACADEMY, THENCE 0.25 KM (0.15 MI) NORTHWEST ALONG THE
 BM0331'ENTRANCE ROAD TO THE TEMPLE DRAG STRIP, THENCE 0.15 KM (0.1 MI)
 BM0331'NORTHWEST ALONG THE MISSOURI KANSAS AND TEXAS RAILROAD, IN TOP OF THE
 BM0331'NORTHWEST CONCRETE PIER OF A RAILROAD BRIDGE OVER LITTLE RIVER,
 BM0331'3.7 METERS (12.0 FT) WEST OF THE CENTER OF THE TRACKS.
 BM0331
 BM0331                          STATION RECOVERY (2001)
 BM0331
 BM0331'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0201 ***********************************************************************
 EO0201  DESIGNATION -  X 20
 EO0201  PID         -  EO0201
 EO0201  STATE/COUNTY-  TX/PARMER
 EO0201  USGS QUAD   -  FRIONA (1980)
 EO0201
 EO0201                         *CURRENT SURVEY CONTROL
 EO0201  ___________________________________________________________________
 EO0201* NAD 83(1986)-  34 38 02.     (N)    102 43 09.     (W)     SCALED    
 EO0201* NAVD 88     -      1221.517  (meters)    4007.59   (feet)  POSTED    
 EO0201  ___________________________________________________________________
 EO0201  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 EO0201  DYNAMIC HT  -        1219.940 (meters)    4002.42  (feet)  COMP
 EO0201  MODELED GRAV-     979,300.1   (mgal)                       NAVD 88
 EO0201
 EO0201  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EO0201
 EO0201.The horizontal coordinates were scaled from a topographic map and have
 EO0201.an estimated accuracy of +/- 6 seconds.
 EO0201
 EO0201.The orthometric height was determined by differential leveling
 EO0201.and adjusted by the National Geodetic Survey in 1992..
 EO0201.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EO0201.rate of 0.0 thru 1.0 mm/km.
 EO0201
 EO0201.The geoid height was determined by GEOID03.
 EO0201
 EO0201.The dynamic height is computed by dividing the NAVD 88
 EO0201.geopotential number by the normal gravity value computed on the
 EO0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0201.degrees latitude (g = 980.6199 gals.).
 EO0201
 EO0201.The modeled gravity was interpolated from observed gravity values.
 EO0201
 EO0201;                    North         East    Units  Estimated Accuracy
 EO0201;SPC TX N     - 1,071,010.       88,210.      MT  (+/- 180 meters Scaled)
 EO0201
 EO0201                          SUPERSEDED SURVEY CONTROL
 EO0201
 EO0201.No superseded survey control is available for this station.
 EO0201
 EO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU090348(NAD 83)
 EO0201_MARKER: Z = SEE DESCRIPTION
 EO0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0201+STABILITY: SURFACE MOTION
 EO0201
 EO0201  HISTORY     - Date     Condition        Report By
 EO0201  HISTORY     - UNK      MONUMENTED       CGS
 EO0201  HISTORY     - 1958     MARK NOT FOUND   NGS
 EO0201
 EO0201                          STATION DESCRIPTION
 EO0201
 EO0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0201'IN FRIONA.
 EO0201'AT FRIONA, PARMER COUNTY, AT THE PANHANDLE AND SANTA FE RAILWAY
 EO0201'STATION, ABOUT 55 YARDS NORTH OF THE TRACK, AND ABOUT 1 FOOT FROM THE
 EO0201'RIGHT OF WAY FENCE.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A
 EO0201'STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0703 ***********************************************************************
 BM0703  DESIGNATION -  X 200
 BM0703  PID         -  BM0703
 BM0703  STATE/COUNTY-  TX/WILLIAMSON
 BM0703  USGS QUAD   -  LEANDER (1987)
 BM0703
 BM0703                         *CURRENT SURVEY CONTROL
 BM0703  ___________________________________________________________________
 BM0703* NAD 83(1986)-  30 30 20.     (N)    097 49 05.     (W)     SCALED    
 BM0703* NAVD 88     -       277.395  (meters)     910.09   (feet)  ADJUSTED  
 BM0703  ___________________________________________________________________
 BM0703  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BM0703  DYNAMIC HT  -         277.017 (meters)     908.85  (feet)  COMP
 BM0703  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 BM0703
 BM0703  VERT ORDER  -  SECOND    CLASS 0
 BM0703
 BM0703.The horizontal coordinates were scaled from a topographic map and have
 BM0703.an estimated accuracy of +/- 6 seconds.
 BM0703
 BM0703.The orthometric height was determined by differential leveling
 BM0703.and adjusted by the National Geodetic Survey in June 1991..
 BM0703
 BM0703.The geoid height was determined by GEOID03.
 BM0703
 BM0703.The dynamic height is computed by dividing the NAVD 88
 BM0703.geopotential number by the normal gravity value computed on the
 BM0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0703.degrees latitude (g = 980.6199 gals.).
 BM0703
 BM0703.The modeled gravity was interpolated from observed gravity values.
 BM0703
 BM0703;                    North         East    Units  Estimated Accuracy
 BM0703;SPC TX C     - 3,095,730.      941,410.      MT  (+/- 180 meters Scaled)
 BM0703
 BM0703                          SUPERSEDED SURVEY CONTROL
 BM0703
 BM0703  NGVD 29 (??/??/92)  277.321  (m)          909.84   (f) ADJ UNCH    2 0
 BM0703
 BM0703.Superseded values are not recommended for survey control.
 BM0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0703.See file dsdata.txt to determine how the superseded data were derived.
 BM0703
 BM0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU134754(NAD 83)
 BM0703_MARKER: DB = BENCH MARK DISK
 BM0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0703_STAMPING: X-200 1933
 BM0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0703+STABILITY: SURFACE MOTION
 BM0703
 BM0703  HISTORY     - Date     Condition        Report By
 BM0703  HISTORY     - 1933     MONUMENTED       CGS
 BM0703  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0703
 BM0703                          STATION DESCRIPTION
 BM0703
 BM0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0703'IN CEDAR PARK.
 BM0703'75 FEET SOUTH OF SOUTH CORNER OF TEXAS AND NEW ORLEANS RAILROAD DEPOT,
 BM0703'34 FEET SOUTHWEST OF CENTER OF MAIN TRACK, 7 FEET SOUTH OF MILEPOST
 BM0703'26.
 BM0703
 BM0703                          STATION RECOVERY (1999)
 BM0703
 BM0703'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0645 ***********************************************************************
 BM0645  DESIGNATION -  X 201
 BM0645  PID         -  BM0645
 BM0645  STATE/COUNTY-  TX/TRAVIS
 BM0645  USGS QUAD   -  SIGNAL HILL (1986)
 BM0645
 BM0645                         *CURRENT SURVEY CONTROL
 BM0645  ___________________________________________________________________
 BM0645* NAD 83(1986)-  30 14 03.     (N)    097 54 26.     (W)     SCALED    
 BM0645* NAVD 88     -       320.454  (meters)    1051.36   (feet)  ADJUSTED  
 BM0645  ___________________________________________________________________
 BM0645  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BM0645  DYNAMIC HT  -         320.009 (meters)    1049.90  (feet)  COMP
 BM0645  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 BM0645
 BM0645  VERT ORDER  -  SECOND    CLASS 0
 BM0645
 BM0645.The horizontal coordinates were scaled from a topographic map and have
 BM0645.an estimated accuracy of +/- 6 seconds.
 BM0645
 BM0645.The orthometric height was determined by differential leveling
 BM0645.and adjusted by the National Geodetic Survey in June 1991..
 BM0645
 BM0645.The geoid height was determined by GEOID03.
 BM0645
 BM0645.The dynamic height is computed by dividing the NAVD 88
 BM0645.geopotential number by the normal gravity value computed on the
 BM0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0645.degrees latitude (g = 980.6199 gals.).
 BM0645
 BM0645.The modeled gravity was interpolated from observed gravity values.
 BM0645
 BM0645;                    North         East    Units  Estimated Accuracy
 BM0645;SPC TX C     - 3,065,460.      933,510.      MT  (+/- 180 meters Scaled)
 BM0645
 BM0645                          SUPERSEDED SURVEY CONTROL
 BM0645
 BM0645  NGVD 29 (??/??/92)  320.356  (m)         1051.03   (f) ADJ UNCH    2 0
 BM0645
 BM0645.Superseded values are not recommended for survey control.
 BM0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0645.See file dsdata.txt to determine how the superseded data were derived.
 BM0645
 BM0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU051452(NAD 83)
 BM0645_MARKER: DB = BENCH MARK DISK
 BM0645_SETTING: 66 = SET IN ROCK OUTCROP
 BM0645_SP_SET: OUTCROP
 BM0645_STAMPING: X 201 1933
 BM0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0645+STABILITY: POSITION/ELEVATION WELL
 BM0645
 BM0645  HISTORY     - Date     Condition        Report By
 BM0645  HISTORY     - 1933     MONUMENTED       CGS
 BM0645  HISTORY     - 1953     GOOD             NGS
 BM0645  HISTORY     - 1973     MARK NOT FOUND   NGS
 BM0645  HISTORY     - 1986     GOOD             USGS
 BM0645
 BM0645                          STATION DESCRIPTION
 BM0645
 BM0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0645'4.1 MI NE FROM CEDAR VALLEY.
 BM0645'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BM0645'CEDAR VALLEY, 57 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 38 FEET
 BM0645'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 32 FEET NORTHWEST OF
 BM0645'THE CENTER OF A WOODEN GATE, FLUSH WITH THE GROUND, SET IN THE TOP OF
 BM0645'A LARGE LIMESTONE OUTCROP.
 BM0645
 BM0645                          STATION RECOVERY (1973)
 BM0645
 BM0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0645'MARK NOT FOUND.
 BM0645
 BM0645                          STATION RECOVERY (1986)
 BM0645
 BM0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 BM0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0139 ***********************************************************************
 BN0139  DESIGNATION -  X 202
 BN0139  PID         -  BN0139
 BN0139  STATE/COUNTY-  TX/BLANCO
 BN0139  USGS QUAD   -  HYE (1961)
 BN0139
 BN0139                         *CURRENT SURVEY CONTROL
 BN0139  ___________________________________________________________________
 BN0139* NAD 83(1986)-  30 14 47.     (N)    098 32 17.     (W)     SCALED    
 BN0139* NAVD 88     -       440.929  (meters)    1446.61   (feet)  POSTED    
 BN0139  ___________________________________________________________________
 BN0139  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BN0139  DYNAMIC HT  -         440.320 (meters)    1444.62  (feet)  COMP
 BN0139  MODELED GRAV-     979,246.3   (mgal)                       NAVD 88
 BN0139
 BN0139  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0139
 BN0139.The horizontal coordinates were scaled from a topographic map and have
 BN0139.an estimated accuracy of +/- 6 seconds.
 BN0139
 BN0139.The orthometric height was determined by differential leveling
 BN0139.and adjusted by the National Geodetic Survey in 1992..
 BN0139.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0139.rate of 1.1 thru 2.0 mm/km.
 BN0139
 BN0139.The geoid height was determined by GEOID03.
 BN0139
 BN0139.The dynamic height is computed by dividing the NAVD 88
 BN0139.geopotential number by the normal gravity value computed on the
 BN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0139.degrees latitude (g = 980.6199 gals.).
 BN0139
 BN0139.The modeled gravity was interpolated from observed gravity values.
 BN0139
 BN0139;                    North         East    Units  Estimated Accuracy
 BN0139;SPC TX C     - 3,065,660.      872,780.      MT  (+/- 180 meters Scaled)
 BN0139
 BN0139                          SUPERSEDED SURVEY CONTROL
 BN0139
 BN0139  NGVD 29 (??/??/92)  440.872  (m)         1446.43   (f) ADJ UNCH    2 0
 BN0139
 BN0139.Superseded values are not recommended for survey control.
 BN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0139.See file dsdata.txt to determine how the superseded data were derived.
 BN0139
 BN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU444461(NAD 83)
 BN0139_MARKER: DB = BENCH MARK DISK
 BN0139_SETTING: 66 = SET IN ROCK OUTCROP
 BN0139_SP_SET: ROCK OUTCROP
 BN0139_STAMPING: X 202 1933
 BN0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0139+STABILITY: POSITION/ELEVATION WELL
 BN0139
 BN0139  HISTORY     - Date     Condition        Report By
 BN0139  HISTORY     - 1933     MONUMENTED       CGS
 BN0139  HISTORY     - 1953     GOOD             NGS
 BN0139
 BN0139                          STATION DESCRIPTION
 BN0139
 BN0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0139'8.2 MI W FROM JOHNSON CITY.
 BN0139'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0139'CITY, THENCE 8.1 MILES WEST ALONG U.S. HIGHWAY 290, 0.1 MILE NORTH OF
 BN0139'PLEASANT HILL SCHOOL, 119 YARDS NORTHEAST OF THE EXTENDED CENTER LINE
 BN0139'OF AN OILED ROAD LEADING SOUTH, 52 FEET NORTHWEST OF THE CENTER LINE
 BN0139'OF THE HIGHWAY, 44 FEET EAST OF A POWER POLE, 3 FEET NORTHWEST OF A
 BN0139'FENCE, 3 FEET NORTHWEST OF A WITNESS POST, 0.55 MILE EAST OF BENCH
 BN0139'MARK R 464, 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 BN0139'A SMALL ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0287 ***********************************************************************
 AJ0287  DESIGNATION -  X 203
 AJ0287  PID         -  AJ0287
 AJ0287  STATE/COUNTY-  TX/BROOKS
 AJ0287  USGS QUAD   -  FALFURRIAS (1963)
 AJ0287
 AJ0287                         *CURRENT SURVEY CONTROL
 AJ0287  ___________________________________________________________________
 AJ0287* NAD 83(1986)-  27 13 40.     (N)    098 09 23.     (W)     SCALED    
 AJ0287* NAVD 88     -        38.904  (meters)     127.64   (feet)  ADJUSTED  
 AJ0287  ___________________________________________________________________
 AJ0287  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AJ0287  DYNAMIC HT  -          38.843 (meters)     127.44  (feet)  COMP
 AJ0287  MODELED GRAV-     979,067.3   (mgal)                       NAVD 88
 AJ0287
 AJ0287  VERT ORDER  -  SECOND    CLASS 0
 AJ0287
 AJ0287.The horizontal coordinates were scaled from a topographic map and have
 AJ0287.an estimated accuracy of +/- 6 seconds.
 AJ0287
 AJ0287.The orthometric height was determined by differential leveling
 AJ0287.and adjusted by the National Geodetic Survey in June 1991..
 AJ0287
 AJ0287.The geoid height was determined by GEOID03.
 AJ0287
 AJ0287.The dynamic height is computed by dividing the NAVD 88
 AJ0287.geopotential number by the normal gravity value computed on the
 AJ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0287.degrees latitude (g = 980.6199 gals.).
 AJ0287
 AJ0287.The modeled gravity was interpolated from observed gravity values.
 AJ0287
 AJ0287;                    North         East    Units  Estimated Accuracy
 AJ0287;SPC TX S     - 5,173,010.      334,030.      MT  (+/- 180 meters Scaled)
 AJ0287
 AJ0287                          SUPERSEDED SURVEY CONTROL
 AJ0287
 AJ0287  NGVD 29 (??/??/92)   39.001  (m)          127.96   (f) ADJ UNCH    2 0
 AJ0287
 AJ0287.Superseded values are not recommended for survey control.
 AJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0287.See file dsdata.txt to determine how the superseded data were derived.
 AJ0287
 AJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR835119(NAD 83)
 AJ0287_MARKER: DB = BENCH MARK DISK
 AJ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0287_STAMPING: X-203 1934
 AJ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0287+STABILITY: SURFACE MOTION
 AJ0287
 AJ0287  HISTORY     - Date     Condition        Report By
 AJ0287  HISTORY     - 1934     MONUMENTED       CGS
 AJ0287  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0287
 AJ0287                          STATION DESCRIPTION
 AJ0287
 AJ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AJ0287'0.8 MI W FROM FALFURRIAS.
 AJ0287'ABOUT 0.8 MILES W OF, AND ALONG FALFURRIAS-HEBBRONVILLE ROAD.  49 FT.
 AJ0287'S OF CENTER-LINE OF ROAD.  29 FT. E OF CENTER-LINE OF CROSS ROAD.  16
 AJ0287'FT. S OF AN E AND W FENCE.
 AJ0287
 AJ0287                          STATION RECOVERY (1962)
 AJ0287
 AJ0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0010 ***********************************************************************
 BM0010  DESIGNATION -  X 204
 BM0010  PID         -  BM0010
 BM0010  STATE/COUNTY-  TX/MADISON
 BM0010  USGS QUAD   -  NORTH ZULCH (1989)
 BM0010
 BM0010                         *CURRENT SURVEY CONTROL
 BM0010  ___________________________________________________________________
 BM0010* NAD 83(1986)-  30 55 21.     (N)    096 04 26.     (W)     SCALED    
 BM0010* NAVD 88     -        93.00   (+/-2cm)     305.1    (feet)  VERTCON   
 BM0010  ___________________________________________________________________
 BM0010  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0010
 BM0010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0010
 BM0010.The horizontal coordinates were scaled from a topographic map and have
 BM0010.an estimated accuracy of +/- 6 seconds.
 BM0010
 BM0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0010.The vertical order pertains to the NGVD 29 superseded value.
 BM0010
 BM0010.The geoid height was determined by GEOID03.
 BM0010
 BM0010;                    North         East    Units  Estimated Accuracy
 BM0010;SPC TX C     - 3,147,010.    1,106,980.      MT  (+/- 180 meters Scaled)
 BM0010
 BM0010                          SUPERSEDED SURVEY CONTROL
 BM0010
 BM0010  NGVD 29 (??/??/92)   92.977  (m)          305.04   (f) ADJ UNCH    2 0
 BM0010
 BM0010.Superseded values are not recommended for survey control.
 BM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0010.See file dsdata.txt to determine how the superseded data were derived.
 BM0010
 BM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV796246(NAD 83)
 BM0010_MARKER: DB = BENCH MARK DISK
 BM0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0010_SP_SET: ABUTMENT
 BM0010_STAMPING: X-204 1933
 BM0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0010
 BM0010  HISTORY     - Date     Condition        Report By
 BM0010  HISTORY     - 1933     MONUMENTED       CGS
 BM0010  HISTORY     - 1965     MARK NOT FOUND   USGS
 BM0010
 BM0010                          STATION DESCRIPTION
 BM0010
 BM0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0010'2.2 MI E FROM NORTH ZULCH.
 BM0010'2.2 MILES EAST OF, ALONG STATE HIGHWAY NO. 21 SET IN TOP OF WEST END
 BM0010'OF CONCRETE CULVERT ABUTMENT, 18 FEET SOUTH OF CENTER OF HIGHWAY.
 BM0010
 BM0010                          STATION RECOVERY (1965)
 BM0010
 BM0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BM0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0011 ***********************************************************************
 BM0011  DESIGNATION -  X 204 RESET 1959
 BM0011  PID         -  BM0011
 BM0011  STATE/COUNTY-  TX/MADISON
 BM0011  USGS QUAD   -  NORTH ZULCH (1989)
 BM0011
 BM0011                         *CURRENT SURVEY CONTROL
 BM0011  ___________________________________________________________________
 BM0011* NAD 83(1986)-  30 55 21.     (N)    096 04 27.     (W)     SCALED    
 BM0011* NAVD 88     -        92.81   (+/-2cm)     304.5    (feet)  VERTCON   
 BM0011  ___________________________________________________________________
 BM0011  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0011
 BM0011  VERT ORDER  -  THIRD (See Below)
 BM0011
 BM0011.The horizontal coordinates were scaled from a topographic map and have
 BM0011.an estimated accuracy of +/- 6 seconds.
 BM0011
 BM0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0011.The vertical order pertains to the NGVD 29 superseded value.
 BM0011
 BM0011.The geoid height was determined by GEOID03.
 BM0011
 BM0011;                    North         East    Units  Estimated Accuracy
 BM0011;SPC TX C     - 3,147,010.    1,106,950.      MT  (+/- 180 meters Scaled)
 BM0011
 BM0011                          SUPERSEDED SURVEY CONTROL
 BM0011
 BM0011  NGVD 29 (01/29/03)   92.79   (m)          304.4    (f) RESET       3  
 BM0011
 BM0011.Superseded values are not recommended for survey control.
 BM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0011.See file dsdata.txt to determine how the superseded data were derived.
 BM0011
 BM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV796246(NAD 83)
 BM0011_MARKER: DB = BENCH MARK DISK
 BM0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0011_SP_SET: MONUMENT
 BM0011_STAMPING: X 204 RESET 1959
 BM0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0011
 BM0011  HISTORY     - Date     Condition        Report By
 BM0011  HISTORY     - 1959     MONUMENTED       CGS
 BM0011
 BM0011                          STATION DESCRIPTION
 BM0011
 BM0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BM0011'2.2 MI E FROM NORTH ZULCH.
 BM0011'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY NO. 21 FROM NORTH ZULCH,
 BM0011'ABOUT 45 YARDS EAST OF THE CENTERLINE OF A CROSSROAD, 35 YARDS WEST OF
 BM0011'THE CENTER OF A CONCRETE CULVERT AND 16 YARDS NORTH OF THE CENTERLINE
 BM0011'OF THE HIGHWAY.  IT IS ABOUT 1 FOOT SOUTH OF THE NORTH FENCE LINE. A
 BM0011'STANDARD DISK STAMPED X 204 RESET 1959 IN A CONCRETE MONUMENT WHICH
 BM0011'PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0015 ***********************************************************************
 BM0015  DESIGNATION -  X 205
 BM0015  PID         -  BM0015
 BM0015  STATE/COUNTY-  TX/MADISON
 BM0015  USGS QUAD   -  IOLA (1989)
 BM0015
 BM0015                         *CURRENT SURVEY CONTROL
 BM0015  ___________________________________________________________________
 BM0015* NAD 83(1986)-  30 51 27.     (N)    096 05 56.     (W)     SCALED    
 BM0015* NAVD 88     -       105.58   (+/-2cm)     346.4    (feet)  VERTCON   
 BM0015  ___________________________________________________________________
 BM0015  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0015
 BM0015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0015
 BM0015.The horizontal coordinates were scaled from a topographic map and have
 BM0015.an estimated accuracy of +/- 6 seconds.
 BM0015
 BM0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0015.The vertical order pertains to the NGVD 29 superseded value.
 BM0015
 BM0015.The geoid height was determined by GEOID03.
 BM0015
 BM0015;                    North         East    Units  Estimated Accuracy
 BM0015;SPC TX C     - 3,139,720.    1,104,860.      MT  (+/- 180 meters Scaled)
 BM0015
 BM0015                          SUPERSEDED SURVEY CONTROL
 BM0015
 BM0015  NGVD 29 (??/??/92)  105.561  (m)          346.33   (f) ADJ UNCH    2 0
 BM0015
 BM0015.Superseded values are not recommended for survey control.
 BM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0015.See file dsdata.txt to determine how the superseded data were derived.
 BM0015
 BM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV774174(NAD 83)
 BM0015_MARKER: DB = BENCH MARK DISK
 BM0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0015_SP_SET: MONUMENT
 BM0015_STAMPING: X-205 1933
 BM0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0015
 BM0015  HISTORY     - Date     Condition        Report By
 BM0015  HISTORY     - 1933     MONUMENTED       CGS
 BM0015  HISTORY     - 1954     MARK NOT FOUND   NGS
 BM0015
 BM0015                          STATION DESCRIPTION
 BM0015
 BM0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0015'2.1 MI S FROM ZULCH STATION.
 BM0015'2.1 MILES SOUTH OF, ALONG BURLINGTON AND ROCK ISLAND RAILROAD.  0.48
 BM0015'MILES SOUTH OF MILE POST 148, 58 FEET EAST OF CENTER OF TRACK, 6 FEET
 BM0015'EAST OF RIGHT OF WAY FENCE.
 BM0015
 BM0015                          STATION RECOVERY (1954)
 BM0015
 BM0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0075 ***********************************************************************
 BM0075  DESIGNATION -  X 206
 BM0075  PID         -  BM0075
 BM0075  STATE/COUNTY-  TX/GRIMES
 BM0075  USGS QUAD   -  COURTNEY (1989)
 BM0075
 BM0075                         *CURRENT SURVEY CONTROL
 BM0075  ___________________________________________________________________
 BM0075* NAD 83(1986)-  30 15 53.     (N)    096 04 06.     (W)     SCALED    
 BM0075* NAVD 88     -        53.72   (+/-2cm)     176.2    (feet)  VERTCON   
 BM0075  ___________________________________________________________________
 BM0075  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BM0075
 BM0075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0075
 BM0075.The horizontal coordinates were scaled from a topographic map and have
 BM0075.an estimated accuracy of +/- 6 seconds.
 BM0075
 BM0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0075.The vertical order pertains to the NGVD 29 superseded value.
 BM0075
 BM0075.The geoid height was determined by GEOID03.
 BM0075
 BM0075;                    North         East    Units  Estimated Accuracy
 BM0075;SPC TX C     - 3,074,170.    1,110,300.      MT  (+/- 180 meters Scaled)
 BM0075
 BM0075                          SUPERSEDED SURVEY CONTROL
 BM0075
 BM0075  NGVD 29 (??/??/92)   53.708  (m)          176.21   (f) ADJ UNCH    2 0
 BM0075
 BM0075.Superseded values are not recommended for survey control.
 BM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0075.See file dsdata.txt to determine how the superseded data were derived.
 BM0075
 BM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU820517(NAD 83)
 BM0075_MARKER: DB = BENCH MARK DISK
 BM0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0075_SP_SET: CULVERT
 BM0075_STAMPING: X 206 1933 173.979
 BM0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0075
 BM0075  HISTORY     - Date     Condition        Report By
 BM0075  HISTORY     - 1933     MONUMENTED       CGS
 BM0075  HISTORY     - 1954     GOOD             NGS
 BM0075  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0075
 BM0075                          STATION DESCRIPTION
 BM0075
 BM0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0075'IN COURTNEY.
 BM0075'AT COURTNEY, 14 RAILS SOUTH OF THE TEXAS AND NEW ORLEANS RAILROAD
 BM0075'STATION SIGN, 38.7 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 5
 BM0075'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF
 BM0075'THE WEST HEADWALL OF A CONCRETE CULVERT.
 BM0075
 BM0075                          STATION RECOVERY (1991)
 BM0075
 BM0075'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0222 ***********************************************************************
 BM0222  DESIGNATION -  X 207
 BM0222  PID         -  BM0222
 BM0222  STATE/COUNTY-  TX/BURLESON
 BM0222  USGS QUAD   -  SOMERVILLE (1988)
 BM0222
 BM0222                         *CURRENT SURVEY CONTROL
 BM0222  ___________________________________________________________________
 BM0222* NAD 83(1986)-  30 22 10.     (N)    096 32 52.     (W)     SCALED    
 BM0222* NAVD 88     -        88.98   (+/-2cm)     291.9    (feet)  VERTCON   
 BM0222  ___________________________________________________________________
 BM0222  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BM0222
 BM0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0222
 BM0222.The horizontal coordinates were scaled from a topographic map and have
 BM0222.an estimated accuracy of +/- 6 seconds.
 BM0222
 BM0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0222.The vertical order pertains to the NGVD 29 superseded value.
 BM0222
 BM0222.The geoid height was determined by GEOID03.
 BM0222
 BM0222;                    North         East    Units  Estimated Accuracy
 BM0222;SPC TX C     - 3,084,100.    1,063,800.      MT  (+/- 180 meters Scaled)
 BM0222
 BM0222                          SUPERSEDED SURVEY CONTROL
 BM0222
 BM0222  NGVD 29 (??/??/92)   88.941  (m)          291.80   (f) ADJ UNCH    2 0
 BM0222
 BM0222.Superseded values are not recommended for survey control.
 BM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0222.See file dsdata.txt to determine how the superseded data were derived.
 BM0222
 BM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU356622(NAD 83)
 BM0222_MARKER: DB = BENCH MARK DISK
 BM0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0222_SP_SET: CULVERT
 BM0222_STAMPING: X-207 1934
 BM0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0222
 BM0222  HISTORY     - Date     Condition        Report By
 BM0222  HISTORY     - 1934     MONUMENTED       CGS
 BM0222  HISTORY     - 19940820 GOOD             USPSQD
 BM0222
 BM0222                          STATION DESCRIPTION
 BM0222
 BM0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0222'1.5 MI SE FROM LYONS.
 BM0222'1.5 MILES SOUTHEAST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD
 BM0222'ABOUT 560 YARDS NORTH OF MILE POST 143, SET HORIZONTAL IN WEST
 BM0222'HEADWALL OF CONCRETE RAILROAD CULVERT 143 A.
 BM0222
 BM0222                          STATION RECOVERY (1994)
 BM0222
 BM0222'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0198 ***********************************************************************
 AX0198  DESIGNATION -  X 208
 AX0198  PID         -  AX0198
 AX0198  STATE/COUNTY-  TX/AUSTIN
 AX0198  USGS QUAD   -  BELLVILLE (1981)
 AX0198
 AX0198                         *CURRENT SURVEY CONTROL
 AX0198  ___________________________________________________________________
 AX0198* NAD 83(1986)-  29 58 46.     (N)    096 16 16.     (W)     SCALED    
 AX0198* NAVD 88     -        69.82   (+/-2cm)     229.1    (feet)  VERTCON   
 AX0198  ___________________________________________________________________
 AX0198  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX0198
 AX0198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0198
 AX0198.The horizontal coordinates were scaled from a topographic map and have
 AX0198.an estimated accuracy of +/- 6 seconds.
 AX0198
 AX0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0198.The vertical order pertains to the NGVD 29 superseded value.
 AX0198
 AX0198.The geoid height was determined by GEOID03.
 AX0198
 AX0198;                    North         East    Units  Estimated Accuracy
 AX0198;SPC TXSC     - 4,240,920.      863,310.      MT  (+/- 180 meters Scaled)
 AX0198
 AX0198                          SUPERSEDED SURVEY CONTROL
 AX0198
 AX0198  NGVD 29 (??/??/92)   69.790  (m)          228.97   (f) ADJ UNCH    2 0
 AX0198
 AX0198.Superseded values are not recommended for survey control.
 AX0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0198.See file dsdata.txt to determine how the superseded data were derived.
 AX0198
 AX0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU632196(NAD 83)
 AX0198_MARKER: DB = BENCH MARK DISK
 AX0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0198_SP_SET: CULVERT
 AX0198_STAMPING: X 208 1933
 AX0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0198
 AX0198  HISTORY     - Date     Condition        Report By
 AX0198  HISTORY     - 1933     MONUMENTED       CGS
 AX0198  HISTORY     - 1954     GOOD             NGS
 AX0198
 AX0198                          STATION DESCRIPTION
 AX0198
 AX0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0198'2.5 MI NW FROM BELLVILLE.
 AX0198'2.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AX0198'AT BELLVILLE, 4 1/2 POLES NORTHWEST OF MILEPOST 110, 3 RAILS SOUTHEAST
 AX0198'OF SEMAPHORE 1102, 26 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE
 AX0198'TOP OF THE NORTHEAST CONCRETE HEADWALL OF A 36 INCH PIPE CULVERT, 3
 AX0198'FEET BELOW THE TOP OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1631 ***********************************************************************
 AX1631  DESIGNATION -  X 209
 AX1631  PID         -  AX1631
 AX1631  STATE/COUNTY-  TX/LAVACA
 AX1631  USGS QUAD   -  SWEET HOME (1987)
 AX1631
 AX1631                         *CURRENT SURVEY CONTROL
 AX1631  ___________________________________________________________________
 AX1631* NAD 83(1986)-  29 21 42.     (N)    097 02 36.     (W)     SCALED    
 AX1631* NAVD 88     -        94.47   (+/-2cm)     309.9    (feet)  VERTCON   
 AX1631  ___________________________________________________________________
 AX1631  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX1631
 AX1631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1631
 AX1631.The horizontal coordinates were scaled from a topographic map and have
 AX1631.an estimated accuracy of +/- 6 seconds.
 AX1631
 AX1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1631.The vertical order pertains to the NGVD 29 superseded value.
 AX1631
 AX1631.The geoid height was determined by GEOID03.
 AX1631
 AX1631;                    North         East    Units  Estimated Accuracy
 AX1631;SPC TXSC     - 4,170,970.      789,950.      MT  (+/- 180 meters Scaled)
 AX1631
 AX1631                          SUPERSEDED SURVEY CONTROL
 AX1631
 AX1631  NGVD 29 (??/??/92)   94.459  (m)          309.90   (f) ADJ UNCH    2 0
 AX1631
 AX1631.Superseded values are not recommended for survey control.
 AX1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1631.See file dsdata.txt to determine how the superseded data were derived.
 AX1631
 AX1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT899496(NAD 83)
 AX1631_MARKER: DB = BENCH MARK DISK
 AX1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1631_STAMPING: X 209 1944
 AX1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1631+STABILITY: SURFACE MOTION
 AX1631
 AX1631  HISTORY     - Date     Condition        Report By
 AX1631  HISTORY     - 1944     MONUMENTED       CGS
 AX1631  HISTORY     - 1962     GOOD             USGS
 AX1631  HISTORY     - 1972     GOOD             NGS
 AX1631
 AX1631                          STATION DESCRIPTION
 AX1631
 AX1631'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX1631'2.1 MI SE FROM SWEET HOME.
 AX1631'ABOUT 2.1 MILES NORTHEAST ALONG THE DISMANTLED TEXAS AND NEW ORLEANS
 AX1631'RAILROAD FROM SWEET HOME, LAVACA CO., ABOUT 910 FEET WEST OF NORTH
 AX1631'SOUTH ROAD 25 FEET SOUTH OF A RIGHT OF WAY FENCE AND 12 FEET WEST OF
 AX1631'NORTH SOUTHFENCE 28 FEET NORTH OF CENTERLINE OF ROAD.  A STANDARD DISK
 AX1631'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE
 AX1631'GROUND.
 AX1631
 AX1631                          STATION RECOVERY (1972)
 AX1631
 AX1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1632 ***********************************************************************
 AX1632  DESIGNATION -  X 209 RESET 1972
 AX1632  PID         -  AX1632
 AX1632  STATE/COUNTY-  TX/LAVACA
 AX1632  USGS QUAD   -  SWEET HOME (1987)
 AX1632
 AX1632                         *CURRENT SURVEY CONTROL
 AX1632  ___________________________________________________________________
 AX1632* NAD 83(1986)-  29 21 42.     (N)    097 02 36.     (W)     SCALED    
 AX1632* NAVD 88     -        93.73   (+/-2cm)     307.5    (feet)  VERTCON   
 AX1632  ___________________________________________________________________
 AX1632  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX1632
 AX1632  VERT ORDER  -  THIRD (See Below)
 AX1632
 AX1632.The horizontal coordinates were scaled from a topographic map and have
 AX1632.an estimated accuracy of +/- 6 seconds.
 AX1632
 AX1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1632.The vertical order pertains to the NGVD 29 superseded value.
 AX1632
 AX1632.The geoid height was determined by GEOID03.
 AX1632
 AX1632;                    North         East    Units  Estimated Accuracy
 AX1632;SPC TXSC     - 4,170,970.      789,950.      MT  (+/- 180 meters Scaled)
 AX1632
 AX1632                          SUPERSEDED SURVEY CONTROL
 AX1632
 AX1632  NGVD 29 (01/29/03)   93.73   (m)          307.5    (f) RESET       3  
 AX1632
 AX1632.Superseded values are not recommended for survey control.
 AX1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1632.See file dsdata.txt to determine how the superseded data were derived.
 AX1632
 AX1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT899496(NAD 83)
 AX1632_MARKER: DB = BENCH MARK DISK
 AX1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1632_STAMPING: X 209 RESET 1972
 AX1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1632+STABILITY: SURFACE MOTION
 AX1632
 AX1632  HISTORY     - Date     Condition        Report By
 AX1632  HISTORY     - 1972     MONUMENTED       NGS
 AX1632
 AX1632                          STATION DESCRIPTION
 AX1632
 AX1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1632'10 MI SW FROM HALLETSVILLE.
 AX1632'FROM THE INTERSECTION OF U.S. HIGHWAY ALT. 77 AND STATE HIGHWAY 111 IN
 AX1632'YOAKUM.  GO NORTHEAST ON U.S. HWY. ALT 77 FOR 1.9 MILES TO THE
 AX1632'INTERSECTION OF STATE HWY. 95 ON THE LEFT.  KEEP RIGHT AND CONTINUE
 AX1632'NORTHEAST ON U.S. HWY. ALT. 77 FOR 6.2 MILES TO A SIDE ROAD ON THE
 AX1632'RIGHT.  HWY. STARTS DOWN GRADE AT THIS POINT TO BRIDGE CROSSING. TURN
 AX1632'RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.8 MILE TO A SIDE ROAD ON THE
 AX1632'LEFT.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 1.6 MILES TO A T
 AX1632'INTERSECTION.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.4 MILE TO
 AX1632'A SIDE ROAD ON THE LEFT.  (THIS WILL BE FM ROAD 318 ON COMPLETION OF
 AX1632'ROAD).  TURN RIGHT, PASSING THROUGH GATE AND FOLLOW OLD RAILROAD BED
 AX1632'SOUTHWEST FOR 0.3 MILE TO MARK ON LEFT AND DRIVE-WAY ON RIGHT LEADING
 AX1632'TO VACANT FARM BUILDINGS.  A STANDARD BENCH MARK DISK, SET IN THE TOP
 AX1632'OF A ROUND CONCRETE POST, THAT PROJECTS 4-INCHES AND IS STAMPED X 209
 AX1632'RESET 1972.  IT IS 50 FEET SOUTHEAST OF THE CENTER OF ROAD, WHICH IS
 AX1632'OLD RAILROAD BED, 39 FEET WEST OF THE CENTER OF TRACK ROAD, 3 FEET
 AX1632'WEST OF A FENCECORNER, 2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 AX1632'NORTHWEST OF THE FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0505 ***********************************************************************
 CC0505  DESIGNATION -  X 21
 CC0505  PID         -  CC0505
 CC0505  STATE/COUNTY-  TX/REEVES
 CC0505  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0505
 CC0505                         *CURRENT SURVEY CONTROL
 CC0505  ___________________________________________________________________
 CC0505* NAD 83(1986)-  31 40 01.     (N)    103 38 29.     (W)     SCALED    
 CC0505* NAVD 88     -       814.699  (meters)    2672.89   (feet)  ADJUSTED  
 CC0505  ___________________________________________________________________
 CC0505  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CC0505  DYNAMIC HT  -         813.502 (meters)    2668.96  (feet)  COMP
 CC0505  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 CC0505
 CC0505  VERT ORDER  -  FIRST     CLASS II
 CC0505
 CC0505.The horizontal coordinates were scaled from a topographic map and have
 CC0505.an estimated accuracy of +/- 6 seconds.
 CC0505
 CC0505.The orthometric height was determined by differential leveling
 CC0505.and adjusted by the National Geodetic Survey in June 1991..
 CC0505
 CC0505.The geoid height was determined by GEOID03.
 CC0505
 CC0505.The dynamic height is computed by dividing the NAVD 88
 CC0505.geopotential number by the normal gravity value computed on the
 CC0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0505.degrees latitude (g = 980.6199 gals.).
 CC0505
 CC0505.The modeled gravity was interpolated from observed gravity values.
 CC0505
 CC0505;                    North         East    Units  Estimated Accuracy
 CC0505;SPC TX C     - 3,226,410.      386,350.      MT  (+/- 180 meters Scaled)
 CC0505
 CC0505                          SUPERSEDED SURVEY CONTROL
 CC0505
 CC0505  NGVD 29 (??/??/92)  814.293  (m)         2671.56   (f) ADJ UNCH    1 2
 CC0505
 CC0505.Superseded values are not recommended for survey control.
 CC0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0505.See file dsdata.txt to determine how the superseded data were derived.
 CC0505
 CC0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR287043(NAD 83)
 CC0505_MARKER: X = CHISELED CROSS
 CC0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0505_SP_SET: SECTION RAIL
 CC0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0505
 CC0505  HISTORY     - Date     Condition        Report By
 CC0505  HISTORY     - UNK      MONUMENTED       CGS
 CC0505  HISTORY     - 1956     GOOD             NGS
 CC0505
 CC0505                          STATION DESCRIPTION
 CC0505
 CC0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0505'0.2 MI NW FROM ARNO.
 CC0505'0.2 MILE NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0505'SECTION FOREMANS HOUSE AT ARNO, 7.2 FEET SOUTHWEST OF THE SOUTHWEST
 CC0505'RAIL, 23.2 FEET EAST OF MILEPOST 251, ON TOP OF A VERTICAL SECTION OF
 CC0505'RAIL WHICH WAS FORMERLY MILEPOST 251.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0147 ***********************************************************************
 BO0147  DESIGNATION -  X 210 RESET 1944
 BO0147  PID         -  BO0147
 BO0147  STATE/COUNTY-  TX/SCHLEICHER
 BO0147  USGS QUAD   -  ELDORADO NE (1982)
 BO0147
 BO0147                         *CURRENT SURVEY CONTROL
 BO0147  ___________________________________________________________________
 BO0147* NAD 83(1986)-  30 59 43.     (N)    100 33 47.     (W)     SCALED    
 BO0147* NAVD 88     -       679.93   (+/-2cm)    2230.7    (feet)  VERTCON   
 BO0147  ___________________________________________________________________
 BO0147  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 BO0147
 BO0147  VERT ORDER  -  THIRD (See Below)
 BO0147
 BO0147.The horizontal coordinates were scaled from a topographic map and have
 BO0147.an estimated accuracy of +/- 6 seconds.
 BO0147
 BO0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0147.The vertical order pertains to the NGVD 29 superseded value.
 BO0147
 BO0147.The geoid height was determined by GEOID03.
 BO0147
 BO0147;                    North         East    Units  Estimated Accuracy
 BO0147;SPC TX C     - 3,147,310.      678,060.      MT  (+/- 180 meters Scaled)
 BO0147
 BO0147                          SUPERSEDED SURVEY CONTROL
 BO0147
 BO0147  NGVD 29 (??/??/??)  679.74   (m)         2230.1    (f) RESET       3  
 BO0147
 BO0147.Superseded values are not recommended for survey control.
 BO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0147.See file dsdata.txt to determine how the superseded data were derived.
 BO0147
 BO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV507301(NAD 83)
 BO0147_MARKER: DB = BENCH MARK DISK
 BO0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0147_SP_SET: CULVERT
 BO0147_STAMPING: X 210 RESET 1944
 BO0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0147
 BO0147  HISTORY     - Date     Condition        Report By
 BO0147  HISTORY     - 1944     MONUMENTED       TXHD
 BO0147
 BO0147                          STATION DESCRIPTION
 BO0147
 BO0147'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1944
 BO0147'9.9 MI N FROM ELDORADO.
 BO0147'9.9 MILES NORTH ALONG U.S. HIGHWAY 277 FROM ELDORADO, AT A CONCRETE
 BO0147'CULVERT, IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST CURB, AND 21
 BO0147'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 BO0147'X 210 RESET 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0042 ***********************************************************************
 CB0042  DESIGNATION -  X 211
 CB0042  PID         -  CB0042
 CB0042  STATE/COUNTY-  TX/RUNNELS
 CB0042  USGS QUAD   -  MILES (1984)
 CB0042
 CB0042                         *CURRENT SURVEY CONTROL
 CB0042  ___________________________________________________________________
 CB0042* NAD 83(1986)-  31 35 55.     (N)    100 10 54.     (W)     SCALED    
 CB0042* NAVD 88     -       550.242  (meters)    1805.25   (feet)  ADJUSTED  
 CB0042  ___________________________________________________________________
 CB0042  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 CB0042  DYNAMIC HT  -         549.503 (meters)    1802.83  (feet)  COMP
 CB0042  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 CB0042
 CB0042  VERT ORDER  -  SECOND    CLASS 0
 CB0042
 CB0042.The horizontal coordinates were scaled from a topographic map and have
 CB0042.an estimated accuracy of +/- 6 seconds.
 CB0042
 CB0042.The orthometric height was determined by differential leveling
 CB0042.and adjusted by the National Geodetic Survey in June 1991..
 CB0042
 CB0042.The geoid height was determined by GEOID03.
 CB0042
 CB0042.The dynamic height is computed by dividing the NAVD 88
 CB0042.geopotential number by the normal gravity value computed on the
 CB0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0042.degrees latitude (g = 980.6199 gals.).
 CB0042
 CB0042.The modeled gravity was interpolated from observed gravity values.
 CB0042
 CB0042;                    North         East    Units  Estimated Accuracy
 CB0042;SPC TX C     - 3,214,180.      714,390.      MT  (+/- 180 meters Scaled)
 CB0042
 CB0042                          SUPERSEDED SURVEY CONTROL
 CB0042
 CB0042  NGVD 29 (??/??/92)  550.114  (m)         1804.83   (f) ADJ UNCH    2 0
 CB0042
 CB0042.Superseded values are not recommended for survey control.
 CB0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0042.See file dsdata.txt to determine how the superseded data were derived.
 CB0042
 CB0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV878965(NAD 83)
 CB0042_MARKER: DB = BENCH MARK DISK
 CB0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0042_SP_SET: FOUNDATION
 CB0042_STAMPING: 1804.763 X 211 1934
 CB0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0042
 CB0042  HISTORY     - Date     Condition        Report By
 CB0042  HISTORY     - 1934     MONUMENTED       CGS
 CB0042  HISTORY     - 1947     GOOD             NGS
 CB0042
 CB0042                          STATION DESCRIPTION
 CB0042
 CB0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CB0042'IN MILES.
 CB0042'AT MILES, RUNNELS COUNTY, 800 FEET NORTHWEST OF THE GULF, COLORADO AND
 CB0042'SANTA FE RAILWAY, AT THE CITY WATER TOWER, AND IN THE SOUTH SIDE OF
 CB0042'THE CONCRETE FOUNDATION OF THE EAST LEG.  A STANDARD DISK, STAMPED
 CB0042'1804.763 X 211 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0366 ***********************************************************************
 AX0366  DESIGNATION -  X 212
 AX0366  PID         -  AX0366
 AX0366  STATE/COUNTY-  TX/WHARTON
 AX0366  USGS QUAD   -  BONUS (1981)
 AX0366
 AX0366                         *CURRENT SURVEY CONTROL
 AX0366  ___________________________________________________________________
 AX0366* NAD 83(1986)-  29 27 52.     (N)    096 16 55.     (W)     SCALED    
 AX0366* NAVD 88     -        46.14   (+/-2cm)     151.4    (feet)  VERTCON   
 AX0366  ___________________________________________________________________
 AX0366  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0366
 AX0366  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0366
 AX0366.The horizontal coordinates were scaled from a topographic map and have
 AX0366.an estimated accuracy of +/- 6 seconds.
 AX0366
 AX0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0366.The vertical order pertains to the NGVD 29 superseded value.
 AX0366
 AX0366.The geoid height was determined by GEOID03.
 AX0366
 AX0366;                    North         East    Units  Estimated Accuracy
 AX0366;SPC TXSC     - 4,183,830.      863,590.      MT  (+/- 180 meters Scaled)
 AX0366
 AX0366                          SUPERSEDED SURVEY CONTROL
 AX0366
 AX0366  NGVD 29 (??/??/92)   46.138  (m)          151.37   (f) ADJ UNCH    2 0
 AX0366
 AX0366.Superseded values are not recommended for survey control.
 AX0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0366.See file dsdata.txt to determine how the superseded data were derived.
 AX0366
 AX0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT635625(NAD 83)
 AX0366_MARKER: DB = BENCH MARK DISK
 AX0366_SETTING: 0 = UNSPECIFIED SETTING
 AX0366_STAMPING: X 212 1934
 AX0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0366
 AX0366  HISTORY     - Date     Condition        Report By
 AX0366  HISTORY     - 1934     MONUMENTED       CGS
 AX0366  HISTORY     - 1943     GOOD             NGS
 AX0366
 AX0366                          STATION DESCRIPTION
 AX0366
 AX0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0366'4.4 MI SE FROM MATHEWS.
 AX0366'4.4 MILES SOUTHEAST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD.
 AX0366'300 FEET SOUTH OF MILE POST 27, 45 FEET EAST OF CENTER OF TRACK.
 AX0366'STAMPED, X 212 1934.  NOTE-- 1 FOOT SOUTH OF REFERENCE POST.
 AX0366
 AX0366                          STATION RECOVERY (1943)
 AX0366
 AX0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AX0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0671 ***********************************************************************
 CT0671  DESIGNATION -  X 212
 CT0671  PID         -  CT0671
 CT0671  STATE/COUNTY-  TX/TAYLOR
 CT0671  USGS QUAD   -  TUSCOLA (1967)
 CT0671
 CT0671                         *CURRENT SURVEY CONTROL
 CT0671  ___________________________________________________________________
 CT0671* NAD 83(1986)-  32 08 03.     (N)    099 51 28.     (W)     SCALED    
 CT0671* NAVD 88     -       618.490  (meters)    2029.16   (feet)  ADJUSTED  
 CT0671  ___________________________________________________________________
 CT0671  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CT0671  DYNAMIC HT  -         617.681 (meters)    2026.51  (feet)  COMP
 CT0671  MODELED GRAV-     979,312.0   (mgal)                       NAVD 88
 CT0671
 CT0671  VERT ORDER  -  SECOND    CLASS 0
 CT0671
 CT0671.The horizontal coordinates were scaled from a topographic map and have
 CT0671.an estimated accuracy of +/- 6 seconds.
 CT0671
 CT0671.The orthometric height was determined by differential leveling
 CT0671.and adjusted by the National Geodetic Survey in June 1991..
 CT0671
 CT0671.The geoid height was determined by GEOID03.
 CT0671
 CT0671.The dynamic height is computed by dividing the NAVD 88
 CT0671.geopotential number by the normal gravity value computed on the
 CT0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0671.degrees latitude (g = 980.6199 gals.).
 CT0671
 CT0671.The modeled gravity was interpolated from observed gravity values.
 CT0671
 CT0671;                    North         East    Units  Estimated Accuracy
 CT0671;SPC TXNC     - 2,052,670.      471,890.      MT  (+/- 180 meters Scaled)
 CT0671
 CT0671                          SUPERSEDED SURVEY CONTROL
 CT0671
 CT0671  NGVD 29 (??/??/92)  618.352  (m)         2028.71   (f) ADJ UNCH    2 0
 CT0671
 CT0671.Superseded values are not recommended for survey control.
 CT0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0671.See file dsdata.txt to determine how the superseded data were derived.
 CT0671
 CT0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA190556(NAD 83)
 CT0671_MARKER: DB = BENCH MARK DISK
 CT0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0671_STAMPING: X 212 1934
 CT0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0671+STABILITY: SURFACE MOTION
 CT0671
 CT0671  HISTORY     - Date     Condition        Report By
 CT0671  HISTORY     - 1934     MONUMENTED       CGS
 CT0671  HISTORY     - 1967     GOOD             USGS
 CT0671  HISTORY     - 1981     GOOD             NGS
 CT0671  HISTORY     - 19940708 GOOD             USPSQD
 CT0671
 CT0671                          STATION DESCRIPTION
 CT0671
 CT0671'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CT0671'4.9 MI S FROM OVALO.
 CT0671'4.9 MILES SOUTH ALONG THE ABILENE AND SOUTHERN RAILROAD FROM OVALO,
 CT0671'147 FT N OF MILEPOST 24, 45 FT W OF THE W RAIL, 21 FT S OF THE CENTER
 CT0671'OF A GRAVEL ROAD, 6 FT E OF A FENCE CORNER, 2 FT N OF A METAL WITNESS
 CT0671'POST, LEVEL WITH THE RAILROAD, SET IN THE TOP OF A SQUARE CONCRETE
 CT0671'POST PROJECTING 2 INCHES ABOVE GROUND.
 CT0671
 CT0671                          STATION RECOVERY (1981)
 CT0671
 CT0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CT0671'ADD: 0.3 M (1.0 FT) SE OF A WITNESS POST.
 CT0671
 CT0671                          STATION RECOVERY (1994)
 CT0671
 CT0671'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1341 ***********************************************************************
 AY1341  DESIGNATION -  X 213
 AY1341  PID         -  AY1341
 AY1341  STATE/COUNTY-  TX/UVALDE
 AY1341  USGS QUAD   -  TRIO (1969)
 AY1341
 AY1341                         *CURRENT SURVEY CONTROL
 AY1341  ___________________________________________________________________
 AY1341* NAD 83(1986)-  29 24 52.     (N)    099 35 09.     (W)     SCALED    
 AY1341* NAVD 88     -       331.355  (meters)    1087.12   (feet)  POSTED    
 AY1341  ___________________________________________________________________
 AY1341  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AY1341  DYNAMIC HT  -         330.870 (meters)    1085.53  (feet)  COMP
 AY1341  MODELED GRAV-     979,169.3   (mgal)                       NAVD 88
 AY1341
 AY1341  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1341
 AY1341.The horizontal coordinates were scaled from a topographic map and have
 AY1341.an estimated accuracy of +/- 6 seconds.
 AY1341
 AY1341.The orthometric height was determined by differential leveling
 AY1341.and adjusted by the National Geodetic Survey in 1992..
 AY1341.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1341.rate of 1.1 thru 2.0 mm/km.
 AY1341
 AY1341.The geoid height was determined by GEOID03.
 AY1341
 AY1341.The dynamic height is computed by dividing the NAVD 88
 AY1341.geopotential number by the normal gravity value computed on the
 AY1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1341.degrees latitude (g = 980.6199 gals.).
 AY1341
 AY1341.The modeled gravity was interpolated from observed gravity values.
 AY1341
 AY1341;                    North         East    Units  Estimated Accuracy
 AY1341;SPC TXSC     - 4,175,370.      543,150.      MT  (+/- 180 meters Scaled)
 AY1341
 AY1341                          SUPERSEDED SURVEY CONTROL
 AY1341
 AY1341  NGVD 29 (??/??/92)  331.261  (m)         1086.81   (f) ADJ UNCH    2 0
 AY1341
 AY1341.Superseded values are not recommended for survey control.
 AY1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1341.See file dsdata.txt to determine how the superseded data were derived.
 AY1341
 AY1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT431540(NAD 83)
 AY1341_MARKER: DB = BENCH MARK DISK
 AY1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1341_STAMPING: X 213 1934
 AY1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1341+STABILITY: SURFACE MOTION
 AY1341
 AY1341  HISTORY     - Date     Condition        Report By
 AY1341  HISTORY     - 1934     MONUMENTED       CGS
 AY1341  HISTORY     - 1953     GOOD             NGS
 AY1341  HISTORY     - 1968     MARK NOT FOUND   USGS
 AY1341  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1341
 AY1341                          STATION DESCRIPTION
 AY1341
 AY1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1341'10.2 MI NW FROM SABINAL.
 AY1341'10.2 MILES NORTHWEST ALONG STATE HIGHWAY 127 FROM THE TEXAS AND NEW
 AY1341'ORLEANS RAILROAD STATION AT SABINAL, 0.3 MILE SOUTHWEST OF A
 AY1341'FARMHOUSE, 53.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT THE
 AY1341'NORTH EDGE OF A GROVE OF MESQUITE TREES, 1.4 FEET SOUTH OF A FENCE, 3
 AY1341'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1341'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1341
 AY1341                          STATION RECOVERY (1968)
 AY1341
 AY1341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AY1341'MARK NOT FOUND.
 AY1341
 AY1341                          STATION RECOVERY (2004)
 AY1341
 AY1341'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1449 ***********************************************************************
 AY1449  DESIGNATION -  X 214
 AY1449  PID         -  AY1449
 AY1449  STATE/COUNTY-  TX/REAL
 AY1449  USGS QUAD   -  HILLCREST RANCH (1964)
 AY1449
 AY1449                         *CURRENT SURVEY CONTROL
 AY1449  ___________________________________________________________________
 AY1449* NAD 83(1986)-  29 56 39.     (N)    099 41 56.     (W)     SCALED    
 AY1449* NAVD 88     -       707.886  (meters)    2322.46   (feet)  ADJUSTED  
 AY1449  ___________________________________________________________________
 AY1449  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 AY1449  DYNAMIC HT  -         706.832 (meters)    2319.00  (feet)  COMP
 AY1449  MODELED GRAV-     979,130.0   (mgal)                       NAVD 88
 AY1449
 AY1449  VERT ORDER  -  SECOND    CLASS 0
 AY1449
 AY1449.The horizontal coordinates were scaled from a topographic map and have
 AY1449.an estimated accuracy of +/- 6 seconds.
 AY1449
 AY1449.The orthometric height was determined by differential leveling
 AY1449.and adjusted by the National Geodetic Survey in June 1991..
 AY1449
 AY1449.The geoid height was determined by GEOID03.
 AY1449
 AY1449.The dynamic height is computed by dividing the NAVD 88
 AY1449.geopotential number by the normal gravity value computed on the
 AY1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1449.degrees latitude (g = 980.6199 gals.).
 AY1449
 AY1449.The modeled gravity was interpolated from observed gravity values.
 AY1449
 AY1449;                    North         East    Units  Estimated Accuracy
 AY1449;SPC TXSC     - 4,234,140.      532,540.      MT  (+/- 180 meters Scaled)
 AY1449
 AY1449                          SUPERSEDED SURVEY CONTROL
 AY1449
 AY1449  NGVD 29 (??/??/92)  707.775  (m)         2322.09   (f) ADJ UNCH    2 0
 AY1449
 AY1449.Superseded values are not recommended for survey control.
 AY1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1449.See file dsdata.txt to determine how the superseded data were derived.
 AY1449
 AY1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU325128(NAD 83)
 AY1449_MARKER: DB = BENCH MARK DISK
 AY1449_SETTING: 66 = SET IN ROCK OUTCROP
 AY1449_SP_SET: ROCK OUTCROP
 AY1449_STAMPING: X 214 1934
 AY1449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1449+STABILITY: POSITION/ELEVATION WELL
 AY1449
 AY1449  HISTORY     - Date     Condition        Report By
 AY1449  HISTORY     - 1934     MONUMENTED       CGS
 AY1449  HISTORY     - 1953     GOOD             NGS
 AY1449  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1449
 AY1449                          STATION DESCRIPTION
 AY1449
 AY1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1449'29.85 MI SW FROM HUNT.
 AY1449'28.9 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 AY1449'HUNT, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 0.1 MILE
 AY1449'WEST ALONG A PRIVATE ROAD, THENCE 0.55 MILE SOUTHWEST ALONG A TRACK
 AY1449'ROAD, 0.4 MILE WEST OF A WINDMILL, 0.1 MILE EAST OF A POWER LINE, 24
 AY1449'FEET NORTHEAST OF A PIPE LINE, 20 FEET SOUTH OF THE CENTER LINE OF THE
 AY1449'ROAD, 3.3 FEET WEST OF A WITNESS POST, 0.3 FOOT ABOVE THE GROUND, SET
 AY1449'IN THE TOP OF A ROCK OUTCROP.
 AY1449
 AY1449                          STATION RECOVERY (2001)
 AY1449
 AY1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1449'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0237 ***********************************************************************
 AO0237  DESIGNATION -  X 215
 AO0237  PID         -  AO0237
 AO0237  STATE/COUNTY-  TX/LA SALLE
 AO0237  USGS QUAD   -  LAS VEGAS (1974)
 AO0237
 AO0237                         *CURRENT SURVEY CONTROL
 AO0237  ___________________________________________________________________
 AO0237* NAD 83(1986)-  28 32 02.     (N)    099 23 17.     (W)     SCALED    
 AO0237* NAVD 88     -       157.140  (meters)     515.55   (feet)  ADJUSTED  
 AO0237  ___________________________________________________________________
 AO0237  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AO0237  DYNAMIC HT  -         156.904 (meters)     514.78  (feet)  COMP
 AO0237  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 AO0237
 AO0237  VERT ORDER  -  SECOND    CLASS 0
 AO0237
 AO0237.The horizontal coordinates were scaled from a topographic map and have
 AO0237.an estimated accuracy of +/- 6 seconds.
 AO0237
 AO0237.The orthometric height was determined by differential leveling
 AO0237.and adjusted by the National Geodetic Survey in June 1991..
 AO0237
 AO0237.The geoid height was determined by GEOID03.
 AO0237
 AO0237.The dynamic height is computed by dividing the NAVD 88
 AO0237.geopotential number by the normal gravity value computed on the
 AO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0237.degrees latitude (g = 980.6199 gals.).
 AO0237
 AO0237.The modeled gravity was interpolated from observed gravity values.
 AO0237
 AO0237;                    North         East    Units  Estimated Accuracy
 AO0237;SPC TXSC     - 4,077,710.      562,020.      MT  (+/- 180 meters Scaled)
 AO0237
 AO0237                          SUPERSEDED SURVEY CONTROL
 AO0237
 AO0237  NGVD 29 (??/??/92)  157.056  (m)          515.27   (f) ADJ UNCH    2 0
 AO0237
 AO0237.Superseded values are not recommended for survey control.
 AO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0237.See file dsdata.txt to determine how the superseded data were derived.
 AO0237
 AO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS620564(NAD 83)
 AO0237_MARKER: DB = BENCH MARK DISK
 AO0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0237_SP_SET: MONUMENT
 AO0237_STAMPING: X-215 1934
 AO0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0237
 AO0237  HISTORY     - Date     Condition        Report By
 AO0237  HISTORY     - 1934     MONUMENTED       CGS
 AO0237  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0237
 AO0237                          STATION DESCRIPTION
 AO0237
 AO0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0237'4.2 MI W FROM WOODWARD.
 AO0237'4.2 MILES W OF, AND ALONG THE S.A. U. AND G. R. R. ABOUT 1200 FT. E OF
 AO0237'MILE POST A-116.  48 FT. S OF CENTER-LINE OF TRACK IN A FENCE CORNER.
 AO0237'20 FT. E OF CENTER-LINE OF CROSS ROAD.  3 FT. N OF R/W FENCE AND 5 FT.
 AO0237'E OF CROSS FENCE.
 AO0237
 AO0237                          STATION RECOVERY (1974)
 AO0237
 AO0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0222 ***********************************************************************
 AZ0222  DESIGNATION -  X 217
 AZ0222  PID         -  AZ0222
 AZ0222  STATE/COUNTY-  TX/VAL VERDE
 AZ0222  USGS QUAD   -  OPEN HOLLOW (1978)
 AZ0222
 AZ0222                         *CURRENT SURVEY CONTROL
 AZ0222  ___________________________________________________________________
 AZ0222* NAD 83(1986)-  29 55 22.     (N)    100 46 09.     (W)     SCALED    
 AZ0222* NAVD 88     -       593.571  (meters)    1947.41   (feet)  ADJUSTED  
 AZ0222  ___________________________________________________________________
 AZ0222  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0222  DYNAMIC HT  -         592.696 (meters)    1944.54  (feet)  COMP
 AZ0222  MODELED GRAV-     979,149.7   (mgal)                       NAVD 88
 AZ0222
 AZ0222  VERT ORDER  -  SECOND    CLASS 0
 AZ0222
 AZ0222.The horizontal coordinates were scaled from a topographic map and have
 AZ0222.an estimated accuracy of +/- 6 seconds.
 AZ0222
 AZ0222.The orthometric height was determined by differential leveling
 AZ0222.and adjusted by the National Geodetic Survey in June 1991..
 AZ0222
 AZ0222.The geoid height was determined by GEOID03.
 AZ0222
 AZ0222.The dynamic height is computed by dividing the NAVD 88
 AZ0222.geopotential number by the normal gravity value computed on the
 AZ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0222.degrees latitude (g = 980.6199 gals.).
 AZ0222
 AZ0222.The modeled gravity was interpolated from observed gravity values.
 AZ0222
 AZ0222;                    North         East    Units  Estimated Accuracy
 AZ0222;SPC TXSC     - 4,232,860.      429,190.      MT  (+/- 180 meters Scaled)
 AZ0222
 AZ0222                          SUPERSEDED SURVEY CONTROL
 AZ0222
 AZ0222  NGVD 29 (??/??/92)  593.468  (m)         1947.07   (f) ADJ UNCH    2 0
 AZ0222
 AZ0222.Superseded values are not recommended for survey control.
 AZ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0222.See file dsdata.txt to determine how the superseded data were derived.
 AZ0222
 AZ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU292115(NAD 83)
 AZ0222_MARKER: DB = BENCH MARK DISK
 AZ0222_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0222_SP_SET: LEDGE
 AZ0222_STAMPING: X 217 1934 1947.070
 AZ0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0222+STABILITY: POSITION/ELEVATION WELL
 AZ0222
 AZ0222  HISTORY     - Date     Condition        Report By
 AZ0222  HISTORY     - 1934     MONUMENTED       CGS
 AZ0222  HISTORY     - 1958     GOOD             NGS
 AZ0222
 AZ0222                          STATION DESCRIPTION
 AZ0222
 AZ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0222'25.5 MI NW FROM CARTA VALLEY.
 AZ0222'ABOUT 10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE POST OFFICE
 AZ0222'AT CARTA VALLEY, THENCE ABOUT 15.2 MILES NORTH ALONG U.S. HIGHWAY 277.
 AZ0222'IN THE TOP OF A LIMESTONE LEDGE, 110 FEET SOUTH-SOUTHEAST OF THE
 AZ0222'CENTER LINE OF THE HIGHWAY, ABOUT 0.55 MILE NORTH OF A FILLING STATION
 AZ0222'AND STORE AT LOMA ALTA, 20 FEET SOUTH-SOUTHEAST OF A FENCE, AND ABOUT
 AZ0222'4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0132 ***********************************************************************
 BO0132  DESIGNATION -  X 218 RESET 1971
 BO0132  PID         -  BO0132
 BO0132  STATE/COUNTY-  TX/SUTTON
 BO0132  USGS QUAD   -  SONORA (1982)
 BO0132
 BO0132                         *CURRENT SURVEY CONTROL
 BO0132  ___________________________________________________________________
 BO0132* NAD 83(1986)-  30 33 34.     (N)    100 38 52.     (W)     SCALED    
 BO0132* NAVD 88     -       647.04   (+/-2cm)    2122.8    (feet)  VERTCON   
 BO0132  ___________________________________________________________________
 BO0132  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BO0132
 BO0132  VERT ORDER  -  THIRD (See Below)
 BO0132
 BO0132.The horizontal coordinates were scaled from a topographic map and have
 BO0132.an estimated accuracy of +/- 6 seconds.
 BO0132
 BO0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0132.The vertical order pertains to the NGVD 29 superseded value.
 BO0132
 BO0132.The geoid height was determined by GEOID03.
 BO0132
 BO0132;                    North         East    Units  Estimated Accuracy
 BO0132;SPC TX C     - 3,099,010.      669,840.      MT  (+/- 180 meters Scaled)
 BO0132
 BO0132                          SUPERSEDED SURVEY CONTROL
 BO0132
 BO0132  NGVD 29 (??/??/??)  646.85   (m)         2122.2    (f) RESET       3  
 BO0132
 BO0132.Superseded values are not recommended for survey control.
 BO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0132.See file dsdata.txt to determine how the superseded data were derived.
 BO0132
 BO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU419819(NAD 83)
 BO0132_MARKER: DB = BENCH MARK DISK
 BO0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0132_SP_SET: ABUTMENT
 BO0132_STAMPING: X 218 RESET 1971
 BO0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0132
 BO0132  HISTORY     - Date     Condition        Report By
 BO0132  HISTORY     - 1971     MONUMENTED       TXHD
 BO0132
 BO0132                          STATION DESCRIPTION
 BO0132
 BO0132'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1971
 BO0132'0.55 MI SW FROM SONORA.
 BO0132'ABOUT 0.55 MILE SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE INTERSECTION
 BO0132'OF 3RD ST. AND CROCKETT AVE. AT SONORA, IN THE TOP OF THE
 BO0132'EAST-SOUTHEAST END OF THE SOUTH-SOUTHWEST ABUTMENT OF A CONCRETE
 BO0132'BRIDGE OVER DEVILS RIVER, 30 FEET EAST-SOUTHEAST OF THE CENTER LINE OF
 BO0132'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1107 ***********************************************************************
 AY1107  DESIGNATION -  X 219
 AY1107  PID         -  AY1107
 AY1107  STATE/COUNTY-  TX/KERR
 AY1107  USGS QUAD   -  CENTER POINT (1982)
 AY1107
 AY1107                         *CURRENT SURVEY CONTROL
 AY1107  ___________________________________________________________________
 AY1107* NAD 83(1986)-  29 58 49.     (N)    099 05 43.     (W)     SCALED    
 AY1107* NAVD 88     -       475.054  (meters)    1558.57   (feet)  ADJUSTED  
 AY1107  ___________________________________________________________________
 AY1107  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AY1107  DYNAMIC HT  -         474.376 (meters)    1556.35  (feet)  COMP
 AY1107  MODELED GRAV-     979,201.1   (mgal)                       NAVD 88
 AY1107
 AY1107  VERT ORDER  -  SECOND    CLASS 0
 AY1107
 AY1107.The horizontal coordinates were scaled from a topographic map and have
 AY1107.an estimated accuracy of +/- 6 seconds.
 AY1107
 AY1107.The orthometric height was determined by differential leveling
 AY1107.and adjusted by the National Geodetic Survey in June 1991..
 AY1107
 AY1107.The geoid height was determined by GEOID03.
 AY1107
 AY1107.The dynamic height is computed by dividing the NAVD 88
 AY1107.geopotential number by the normal gravity value computed on the
 AY1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1107.degrees latitude (g = 980.6199 gals.).
 AY1107
 AY1107.The modeled gravity was interpolated from observed gravity values.
 AY1107
 AY1107;                    North         East    Units  Estimated Accuracy
 AY1107;SPC TXSC     - 4,237,950.      590,810.      MT  (+/- 180 meters Scaled)
 AY1107
 AY1107                          SUPERSEDED SURVEY CONTROL
 AY1107
 AY1107  NGVD 29 (??/??/92)  474.988  (m)         1558.36   (f) ADJ UNCH    2 0
 AY1107
 AY1107.Superseded values are not recommended for survey control.
 AY1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1107.See file dsdata.txt to determine how the superseded data were derived.
 AY1107
 AY1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU908166(NAD 83)
 AY1107_MARKER: DB = BENCH MARK DISK
 AY1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1107_SP_SET: BRIDGE
 AY1107_STAMPING: X 219 1934
 AY1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1107
 AY1107  HISTORY     - Date     Condition        Report By
 AY1107  HISTORY     - 1934     MONUMENTED       CGS
 AY1107  HISTORY     - 1953     GOOD             NGS
 AY1107  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1107  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1107  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1107
 AY1107                          STATION DESCRIPTION
 AY1107
 AY1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1107'4.0 MI NW FROM CENTER POINT.
 AY1107'4.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1107'STATION AT CENTER POINT, 0.1 MILE NORTHWEST OF THE ENTRANCE TO THE
 AY1107'KERRVILLE MUNICIPAL AIRPORT, 17 FEET NORTHEAST OF THE CENTER LINE OF
 AY1107'STATE HIGHWAY 27, OPPOSITE TRESTLE 302.64, SET IN THE TOP OF THE
 AY1107'NORTHEAST END OF THE NORTHWEST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE.
 AY1107
 AY1107                          STATION RECOVERY (1989)
 AY1107
 AY1107'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1107'MARK NOT FOUND.
 AY1107
 AY1107                          STATION RECOVERY (1990)
 AY1107
 AY1107'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1107'MARK NOT FOUND.
 AY1107
 AY1107                          STATION RECOVERY (2005)
 AY1107
 AY1107'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1108 ***********************************************************************
 AY1108  DESIGNATION -  X 219 RESET 1953
 AY1108  PID         -  AY1108
 AY1108  STATE/COUNTY-  TX/KERR
 AY1108  USGS QUAD   -  CENTER POINT (1982)
 AY1108
 AY1108                         *CURRENT SURVEY CONTROL
 AY1108  ___________________________________________________________________
 AY1108* NAD 83(1986)-  29 58 49.     (N)    099 05 39.     (W)     SCALED    
 AY1108* NAVD 88     -       474.94   (meters)    1558.2    (feet)  RESET     
 AY1108  ___________________________________________________________________
 AY1108  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AY1108
 AY1108  VERT ORDER  -  THIRD
 AY1108
 AY1108.The horizontal coordinates were scaled from a topographic map and have
 AY1108.an estimated accuracy of +/- 6 seconds.
 AY1108
 AY1108.The orthometric height was computed from unverified reset data.
 AY1108
 AY1108.The geoid height was determined by GEOID03.
 AY1108
 AY1108;                    North         East    Units  Estimated Accuracy
 AY1108;SPC TXSC     - 4,237,950.      590,910.      MT  (+/- 180 meters Scaled)
 AY1108
 AY1108                          SUPERSEDED SURVEY CONTROL
 AY1108
 AY1108.No superseded survey control is available for this station.
 AY1108
 AY1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU909166(NAD 83)
 AY1108_MARKER: DB = BENCH MARK DISK
 AY1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1108_SP_SET: ABUTMENT
 AY1108_STAMPING: X 219 RESET 1953
 AY1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1108
 AY1108  HISTORY     - Date     Condition        Report By
 AY1108  HISTORY     - 1953     MONUMENTED       TXHD
 AY1108  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1108  HISTORY     - 20050521 GOOD             USPSQD
 AY1108
 AY1108                          STATION DESCRIPTION
 AY1108
 AY1108'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AY1108'4.9 MI NW FROM CENTER POINT.
 AY1108'4.9 MILES NORTHWEST ALONG THE TNORR FROM CENTER POINT, KERR CO., 80
 AY1108'FEET SOUTHWEST OF THE TRACK, AT A CONCRETE BRIDGE ON STATE HIGHWAY 27,
 AY1108'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT.  A STANDARD DISK.
 AY1108
 AY1108                          STATION RECOVERY (1990)
 AY1108
 AY1108'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1108'MARK NOT FOUND.
 AY1108
 AY1108                          STATION RECOVERY (2005)
 AY1108
 AY1108'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1108'DESIGNATION SAYS X 219 RESET 1953, BUT IN ACTUALITY SAYS
 AY1108'X 219 RESET 1990
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0589 ***********************************************************************
 CD0589  DESIGNATION -  X 22
 CD0589  PID         -  CD0589
 CD0589  STATE/COUNTY-  TX/HUDSPETH
 CD0589  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0589
 CD0589                         *CURRENT SURVEY CONTROL
 CD0589  ___________________________________________________________________
 CD0589* NAD 83(1986)-  31 05 08.     (N)    105 09 55.     (W)     SCALED    
 CD0589* NAVD 88     -      1330.676  (meters)    4365.73   (feet)  ADJUSTED  
 CD0589  ___________________________________________________________________
 CD0589  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CD0589  DYNAMIC HT  -        1328.554 (meters)    4358.76  (feet)  COMP
 CD0589  MODELED GRAV-     979,000.0   (mgal)                       NAVD 88
 CD0589
 CD0589  VERT ORDER  -  FIRST     CLASS II
 CD0589
 CD0589.The horizontal coordinates were scaled from a topographic map and have
 CD0589.an estimated accuracy of +/- 6 seconds.
 CD0589
 CD0589.The orthometric height was determined by differential leveling
 CD0589.and adjusted by the National Geodetic Survey in June 1991..
 CD0589
 CD0589.The geoid height was determined by GEOID03.
 CD0589
 CD0589.The dynamic height is computed by dividing the NAVD 88
 CD0589.geopotential number by the normal gravity value computed on the
 CD0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0589.degrees latitude (g = 980.6199 gals.).
 CD0589
 CD0589.The modeled gravity was interpolated from observed gravity values.
 CD0589
 CD0589;                    North         East    Units  Estimated Accuracy
 CD0589;SPC TX C     - 3,167,300.      239,140.      MT  (+/- 180 meters Scaled)
 CD0589
 CD0589                          SUPERSEDED SURVEY CONTROL
 CD0589
 CD0589  NGVD 29 (??/??/92) 1330.109  (m)         4363.87   (f) ADJ UNCH    1 2
 CD0589
 CD0589.Superseded values are not recommended for survey control.
 CD0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0589.See file dsdata.txt to determine how the superseded data were derived.
 CD0589
 CD0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ842390(NAD 83)
 CD0589_MARKER: DB = BENCH MARK DISK
 CD0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0589_STAMPING: X 22 1917 ELEV. 4363.748 FT.
 CD0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0589+STABILITY: SURFACE MOTION
 CD0589
 CD0589  HISTORY     - Date     Condition        Report By
 CD0589  HISTORY     - 1917     MONUMENTED       CGS
 CD0589  HISTORY     - 1957     GOOD             NGS
 CD0589
 CD0589                          STATION DESCRIPTION
 CD0589
 CD0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CD0589'10.3 MI NW FROM HOT WELLS.
 CD0589'ABOUT 10.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0589'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 159 FEET NORTH OF AND
 CD0589'ACROSS THE TRACK FROM MILEPOST 724, 91 FEET NORTH-NORTHEAST OF THE
 CD0589'NEAR RAIL, 146 FEET WEST-NORTHWEST OF A TEE FENCE CORNER, 6 FEET SOUTH
 CD0589'OF A FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CD0589'FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CD0589'PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0354 ***********************************************************************
 BN0354  DESIGNATION -  X 220
 BN0354  PID         -  BN0354
 BN0354  STATE/COUNTY-  TX/REAL
 BN0354  USGS QUAD   -  EARWOOD CREEK (1971)
 BN0354
 BN0354                         *CURRENT SURVEY CONTROL
 BN0354  ___________________________________________________________________
 BN0354* NAD 83(1986)-  30 03 34.     (N)    099 47 19.     (W)     SCALED    
 BN0354* NAVD 88     -       689.041  (meters)    2260.63   (feet)  ADJUSTED  
 BN0354  ___________________________________________________________________
 BN0354  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BN0354  DYNAMIC HT  -         688.014 (meters)    2257.26  (feet)  COMP
 BN0354  MODELED GRAV-     979,128.9   (mgal)                       NAVD 88
 BN0354
 BN0354  VERT ORDER  -  SECOND    CLASS 0
 BN0354
 BN0354.The horizontal coordinates were scaled from a topographic map and have
 BN0354.an estimated accuracy of +/- 6 seconds.
 BN0354
 BN0354.The orthometric height was determined by differential leveling
 BN0354.and adjusted by the National Geodetic Survey in June 1991..
 BN0354
 BN0354.The geoid height was determined by GEOID03.
 BN0354
 BN0354.The dynamic height is computed by dividing the NAVD 88
 BN0354.geopotential number by the normal gravity value computed on the
 BN0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0354.degrees latitude (g = 980.6199 gals.).
 BN0354
 BN0354.The modeled gravity was interpolated from observed gravity values.
 BN0354
 BN0354;                    North         East    Units  Estimated Accuracy
 BN0354;SPC TXSC     - 4,246,980.      523,960.      MT  (+/- 180 meters Scaled)
 BN0354
 BN0354                          SUPERSEDED SURVEY CONTROL
 BN0354
 BN0354  NGVD 29 (??/??/92)  688.953  (m)         2260.34   (f) ADJ UNCH    2 0
 BN0354
 BN0354.Superseded values are not recommended for survey control.
 BN0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0354.See file dsdata.txt to determine how the superseded data were derived.
 BN0354
 BN0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU239256(NAD 83)
 BN0354_MARKER: DB = BENCH MARK DISK
 BN0354_SETTING: 66 = SET IN ROCK OUTCROP
 BN0354_SP_SET: ROCK OUTCROP
 BN0354_STAMPING: X-220 1934
 BN0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0354+STABILITY: POSITION/ELEVATION WELL
 BN0354
 BN0354  HISTORY     - Date     Condition        Report By
 BN0354  HISTORY     - 1934     MONUMENTED       CGS
 BN0354  HISTORY     - 1971     GOOD             USGS
 BN0354  HISTORY     - 20010730 GOOD             NGS
 BN0354
 BN0354                          STATION DESCRIPTION
 BN0354
 BN0354'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BN0354'29.3 MI NE FROM ROCKSPRINGS.
 BN0354'FROM THE JUNCTION OF HIGHWAYS U.S. 377 AND TEX 55 AT EAST EDGE OF
 BN0354'ROCKSPRINGS PROCEED NORTH ALONG U.S. 377 FOR 7.9 MI TO JUNCTION OF
 BN0354'U.S. 377 AND TEX 41, THENCE EAST ALONG TEX. 41 FOR 21.4 TO BM ON
 BN0354'RIGHT.  BM IS 0.3 MI WEST OF A COUNTY ROAD NORTH, 69 FT. SOUTH OF
 BN0354'CENTERLINE OF HIGHWAY, 15 FT. EAST AND 27 FT NORTH OF THE NORTH TIP OF
 BN0354'A TREE.  A STANDARD TABLET SET IN A FLAT ROCK OUTCROP.
 BN0354
 BN0354                          STATION RECOVERY (2001)
 BN0354
 BN0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BN0354'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0162 ***********************************************************************
 CC0162  DESIGNATION -  X 221
 CC0162  PID         -  CC0162
 CC0162  STATE/COUNTY-  TX/UPTON
 CC0162  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0162
 CC0162                         *CURRENT SURVEY CONTROL
 CC0162  ___________________________________________________________________
 CC0162* NAD 83(1986)-  31 08 10.     (N)    102 13 27.     (W)     SCALED    
 CC0162* NAVD 88     -       751.018  (meters)    2463.96   (feet)  ADJUSTED  
 CC0162  ___________________________________________________________________
 CC0162  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CC0162  DYNAMIC HT  -         749.940 (meters)    2460.43  (feet)  COMP
 CC0162  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 CC0162
 CC0162  VERT ORDER  -  FIRST     CLASS II
 CC0162
 CC0162.The horizontal coordinates were scaled from a topographic map and have
 CC0162.an estimated accuracy of +/- 6 seconds.
 CC0162
 CC0162.The orthometric height was determined by differential leveling
 CC0162.and adjusted by the National Geodetic Survey in June 1991..
 CC0162
 CC0162.The geoid height was determined by GEOID03.
 CC0162
 CC0162.The dynamic height is computed by dividing the NAVD 88
 CC0162.geopotential number by the normal gravity value computed on the
 CC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0162.degrees latitude (g = 980.6199 gals.).
 CC0162
 CC0162.The modeled gravity was interpolated from observed gravity values.
 CC0162
 CC0162;                    North         East    Units  Estimated Accuracy
 CC0162;SPC TX C     - 3,164,430.      519,700.      MT  (+/- 180 meters Scaled)
 CC0162
 CC0162                          SUPERSEDED SURVEY CONTROL
 CC0162
 CC0162  NGVD 29 (??/??/92)  750.724  (m)         2463.00   (f) ADJ UNCH    1 2
 CC0162
 CC0162.Superseded values are not recommended for survey control.
 CC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0162.See file dsdata.txt to determine how the superseded data were derived.
 CC0162
 CC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ646480(NAD 83)
 CC0162_MARKER: DB = BENCH MARK DISK
 CC0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0162_STAMPING: X-221 1934
 CC0162_MARK LOGO: CGS   
 CC0162_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0162+STABILITY: SURFACE MOTION
 CC0162
 CC0162  HISTORY     - Date     Condition        Report By
 CC0162  HISTORY     - 1934     MONUMENTED       CGS
 CC0162  HISTORY     - 1940     GOOD             NGS
 CC0162  HISTORY     - 1981     GOOD             NGS
 CC0162
 CC0162                          STATION DESCRIPTION
 CC0162
 CC0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0162'IN MCCAMEY.
 CC0162'IN NW CORNER OF INTERSECTION OF STATE HWY NO. 99 AND STATE HWY NO.
 CC0162'137.  50 FT. FROM CENTER OF EACH.  120 FT. W OF GULF SERV. STATION.
 CC0162
 CC0162                          STATION RECOVERY (1940)
 CC0162
 CC0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CC0162'RECOVERED IN GOOD CONDITION.
 CC0162
 CC0162                          STATION RECOVERY (1981)
 CC0162
 CC0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0162'IN MCCAMEY, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF U. S.
 CC0162'HIGHWAYS 67 AND 385 AND FARM ROAD 305, 13.0 METERS (42.7 FT)
 CC0162'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 67, 11.1 METERS
 CC0162'(36.4 FT) WEST-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 385 AND 0.9
 CC0162'METER (3.0 FT) WEST OF A UTILITY POLE WITH A GUY WIRE.
 CC0162'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0184 ***********************************************************************
 CB0184  DESIGNATION -  X 222
 CB0184  PID         -  CB0184
 CB0184  STATE/COUNTY-  TX/IRION
 CB0184  USGS QUAD   -  TANKERSLEY (1984)
 CB0184
 CB0184                         *CURRENT SURVEY CONTROL
 CB0184  ___________________________________________________________________
 CB0184* NAD 83(1986)-  31 20 30.     (N)    100 42 37.     (W)     SCALED    
 CB0184* NAVD 88     -       628.549  (meters)    2062.16   (feet)  ADJUSTED  
 CB0184  ___________________________________________________________________
 CB0184  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CB0184  DYNAMIC HT  -         627.681 (meters)    2059.32  (feet)  COMP
 CB0184  MODELED GRAV-     979,240.0   (mgal)                       NAVD 88
 CB0184
 CB0184  VERT ORDER  -  SECOND    CLASS 0
 CB0184
 CB0184.The horizontal coordinates were scaled from a topographic map and have
 CB0184.an estimated accuracy of +/- 6 seconds.
 CB0184
 CB0184.The orthometric height was determined by differential leveling
 CB0184.and adjusted by the National Geodetic Survey in June 1991..
 CB0184
 CB0184.The geoid height was determined by GEOID03.
 CB0184
 CB0184.The dynamic height is computed by dividing the NAVD 88
 CB0184.geopotential number by the normal gravity value computed on the
 CB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0184.degrees latitude (g = 980.6199 gals.).
 CB0184
 CB0184.The modeled gravity was interpolated from observed gravity values.
 CB0184
 CB0184;                    North         East    Units  Estimated Accuracy
 CB0184;SPC TX C     - 3,185,750.      664,130.      MT  (+/- 180 meters Scaled)
 CB0184
 CB0184                          SUPERSEDED SURVEY CONTROL
 CB0184
 CB0184  NGVD 29 (??/??/92)  628.382  (m)         2061.62   (f) ADJ UNCH    2 0
 CB0184
 CB0184.Superseded values are not recommended for survey control.
 CB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0184.See file dsdata.txt to determine how the superseded data were derived.
 CB0184
 CB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV373687(NAD 83)
 CB0184_MARKER: DB = BENCH MARK DISK
 CB0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0184_SP_SET: CONCRETE BASE
 CB0184_STAMPING: X-222 1934
 CB0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0184
 CB0184  HISTORY     - Date     Condition        Report By
 CB0184  HISTORY     - 1934     MONUMENTED       CGS
 CB0184  HISTORY     - 1940     GOOD             NGS
 CB0184  HISTORY     - 1977     MARK NOT FOUND   USGS
 CB0184  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0184
 CB0184                          STATION DESCRIPTION
 CB0184
 CB0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0184'4.0 MI SW FROM TANKERSLY.
 CB0184'4.0 MILES SW OF AND ALONG PANHANDLE AND S.F.R.R. AT BRIDGE 736.4.  81
 CB0184'FT. NW OF CENTER OF TRACK.  DISK IS SET 4 FT. SW OF NE END OF CONCRETE
 CB0184'HIGHWAY BRIDGE IN PARAPET BASE.
 CB0184
 CB0184                          STATION RECOVERY (1940)
 CB0184
 CB0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0184'RECOVERED IN GOOD CONDITION.
 CB0184
 CB0184                          STATION RECOVERY (1977)
 CB0184
 CB0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CB0184'MARK NOT FOUND.
 CB0184
 CB0184                          STATION RECOVERY (1981)
 CB0184
 CB0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0389 ***********************************************************************
 CB0389  DESIGNATION -  X 223
 CB0389  PID         -  CB0389
 CB0389  STATE/COUNTY-  TX/REAGAN
 CB0389  USGS QUAD   -  BEST (1970)
 CB0389
 CB0389                         *CURRENT SURVEY CONTROL
 CB0389  ___________________________________________________________________
 CB0389* NAD 83(1986)-  31 13 18.     (N)    101 36 54.     (W)     SCALED    
 CB0389* NAVD 88     -       844.841  (meters)    2771.78   (feet)  ADJUSTED  
 CB0389  ___________________________________________________________________
 CB0389  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0389  DYNAMIC HT  -         843.608 (meters)    2767.74  (feet)  COMP
 CB0389  MODELED GRAV-     979,153.2   (mgal)                       NAVD 88
 CB0389
 CB0389  VERT ORDER  -  FIRST     CLASS II
 CB0389
 CB0389.The horizontal coordinates were scaled from a topographic map and have
 CB0389.an estimated accuracy of +/- 6 seconds.
 CB0389
 CB0389.The orthometric height was determined by differential leveling
 CB0389.and adjusted by the National Geodetic Survey in June 1991..
 CB0389
 CB0389.The geoid height was determined by GEOID03.
 CB0389
 CB0389.The dynamic height is computed by dividing the NAVD 88
 CB0389.geopotential number by the normal gravity value computed on the
 CB0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0389.degrees latitude (g = 980.6199 gals.).
 CB0389
 CB0389.The modeled gravity was interpolated from observed gravity values.
 CB0389
 CB0389;                    North         East    Units  Estimated Accuracy
 CB0389;SPC TX C     - 3,173,080.      577,900.      MT  (+/- 180 meters Scaled)
 CB0389
 CB0389                          SUPERSEDED SURVEY CONTROL
 CB0389
 CB0389  NGVD 29 (??/??/92)  844.483  (m)         2770.61   (f) ADJ UNCH    1 2
 CB0389
 CB0389.Superseded values are not recommended for survey control.
 CB0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0389.See file dsdata.txt to determine how the superseded data were derived.
 CB0389
 CB0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV508571(NAD 83)
 CB0389_MARKER: DB = BENCH MARK DISK
 CB0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0389_STAMPING: 2770.608 X 223 1934
 CB0389_MARK LOGO: CGS   
 CB0389_PROJECTION: PROJECTING 5 CENTIMETERS
 CB0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0389+STABILITY: SURFACE MOTION
 CB0389
 CB0389  HISTORY     - Date     Condition        Report By
 CB0389  HISTORY     - 1934     MONUMENTED       CGS
 CB0389  HISTORY     - 1970     GOOD             USGS
 CB0389  HISTORY     - 1981     GOOD             NGS
 CB0389
 CB0389                          STATION DESCRIPTION
 CB0389
 CB0389'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0389'0.3 MI E FROM BEST.
 CB0389'0.3 MILE EAST ALONG THE A.T. AND S.F. RR. FROM BEST, REAGON COUNTY,
 CB0389'0.2 MILE WEST OF MILEPOST 800, 204 FEET EAST OF ROAD-RAILROAD
 CB0389'CROSSING, 91 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 39 FEET NORTH
 CB0389'OF A TRACK ROAD.  A STANDARD DISK, STAMPED 2770.608 X 223 1934 AND SET
 CB0389'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 CB0389
 CB0389                          STATION RECOVERY (1981)
 CB0389
 CB0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0389'14.4 KM (8.95 MI) WESTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0389'WITH STATE HIGHWAY 137 IN BIG LAKE, THENCE 0.3 KM (0.2 MI) SOUTH ALONG
 CB0389'A GRAVELED ROAD, 0.3 KM (0.2 MI) WEST OF MILE POST 800, 45.7 METERS
 CB0389'(149.9 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 28.0 METERS
 CB0389'(92.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA
 CB0389'FE RAILROAD AND 11.0 METERS (36.1 FT) NORTHEAST OF THE CENTER OF A
 CB0389'TRACK ROAD.
 CB0389'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 CB0389'THE MARK IS ABOVE LEVEL WITH THE ROAD AND TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0127 ***********************************************************************
 CC0127  DESIGNATION -  X 224
 CC0127  PID         -  CC0127
 CC0127  STATE/COUNTY-  TX/PECOS
 CC0127  USGS QUAD   -  MC CAMEY SOUTH (1972)
 CC0127
 CC0127                         *CURRENT SURVEY CONTROL
 CC0127  ___________________________________________________________________
 CC0127* NAD 83(1986)-  31 01 47.     (N)    102 09 01.     (W)     SCALED    
 CC0127* NAVD 88     -       709.806  (meters)    2328.76   (feet)  ADJUSTED  
 CC0127  ___________________________________________________________________
 CC0127  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CC0127  DYNAMIC HT  -         708.787 (meters)    2325.41  (feet)  COMP
 CC0127  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 CC0127
 CC0127  VERT ORDER  -  SECOND    CLASS 0
 CC0127
 CC0127.The horizontal coordinates were scaled from a topographic map and have
 CC0127.an estimated accuracy of +/- 6 seconds.
 CC0127
 CC0127.The orthometric height was determined by differential leveling
 CC0127.and adjusted by the National Geodetic Survey in June 1991..
 CC0127
 CC0127.The geoid height was determined by GEOID03.
 CC0127
 CC0127.The dynamic height is computed by dividing the NAVD 88
 CC0127.geopotential number by the normal gravity value computed on the
 CC0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0127.degrees latitude (g = 980.6199 gals.).
 CC0127
 CC0127.The modeled gravity was interpolated from observed gravity values.
 CC0127
 CC0127;                    North         East    Units  Estimated Accuracy
 CC0127;SPC TX C     - 3,152,520.      526,560.      MT  (+/- 180 meters Scaled)
 CC0127
 CC0127                          SUPERSEDED SURVEY CONTROL
 CC0127
 CC0127  NGVD 29 (??/??/92)  709.556  (m)         2327.93   (f) ADJ UNCH    2 0
 CC0127
 CC0127.Superseded values are not recommended for survey control.
 CC0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0127.See file dsdata.txt to determine how the superseded data were derived.
 CC0127
 CC0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ720363(NAD 83)
 CC0127_MARKER: DB = BENCH MARK DISK
 CC0127_SETTING: 66 = SET IN ROCK OUTCROP
 CC0127_SP_SET: BED ROCK
 CC0127_STAMPING: X-224 1934
 CC0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0127+STABILITY: POSITION/ELEVATION WELL
 CC0127
 CC0127  HISTORY     - Date     Condition        Report By
 CC0127  HISTORY     - 1934     MONUMENTED       CGS
 CC0127  HISTORY     - 1973     MARK NOT FOUND   USGS
 CC0127
 CC0127                          STATION DESCRIPTION
 CC0127
 CC0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0127'8.0 MI SE FROM MCCAMEY.
 CC0127'8.0 MILES SE OF AND ALONG THE MCCAMEY-IRAAN HWY.  60 FT. NE OF CENTER
 CC0127'OF ROAD.  9 FT. NE OF FENCE LINE.  A DISK IN BED ROCK OUTCROP AND
 CC0127'MARKED WITH A CIRCLE OF ROCKS.
 CC0127
 CC0127                          STATION RECOVERY (1973)
 CC0127
 CC0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CC0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1334 ***********************************************************************
 FL1334  DESIGNATION -  X 225
 FL1334  PID         -  FL1334
 FL1334  STATE/COUNTY-  TX/POTTER
 FL1334  USGS QUAD   -  MARSH (1953)
 FL1334
 FL1334                         *CURRENT SURVEY CONTROL
 FL1334  ___________________________________________________________________
 FL1334* NAD 83(1986)-  35 35 38.     (N)    101 56 19.     (W)     SCALED    
 FL1334* NAVD 88     -      1094.404  (meters)    3590.56   (feet)  ADJUSTED  
 FL1334  ___________________________________________________________________
 FL1334  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL1334  DYNAMIC HT  -        1093.122 (meters)    3586.35  (feet)  COMP
 FL1334  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 FL1334
 FL1334  VERT ORDER  -  SECOND    CLASS 0
 FL1334
 FL1334.The horizontal coordinates were scaled from a topographic map and have
 FL1334.an estimated accuracy of +/- 6 seconds.
 FL1334
 FL1334.The orthometric height was determined by differential leveling
 FL1334.and adjusted by the National Geodetic Survey in June 1991..
 FL1334
 FL1334.The geoid height was determined by GEOID03.
 FL1334
 FL1334.The dynamic height is computed by dividing the NAVD 88
 FL1334.geopotential number by the normal gravity value computed on the
 FL1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1334.degrees latitude (g = 980.6199 gals.).
 FL1334
 FL1334.The modeled gravity was interpolated from observed gravity values.
 FL1334
 FL1334;                    North         East    Units  Estimated Accuracy
 FL1334;SPC TX N     - 1,176,910.      160,260.      MT  (+/- 180 meters Scaled)
 FL1334
 FL1334                          SUPERSEDED SURVEY CONTROL
 FL1334
 FL1334  NGVD 29 (??/??/92) 1093.868  (m)         3588.80   (f) ADJ UNCH    2 0
 FL1334
 FL1334.Superseded values are not recommended for survey control.
 FL1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1334.See file dsdata.txt to determine how the superseded data were derived.
 FL1334
 FL1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE337428(NAD 83)
 FL1334_MARKER: DB = BENCH MARK DISK
 FL1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1334_STAMPING: X-225 1934
 FL1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1334+STABILITY: SURFACE MOTION
 FL1334
 FL1334  HISTORY     - Date     Condition        Report By
 FL1334  HISTORY     - 1934     MONUMENTED       CGS
 FL1334
 FL1334                          STATION DESCRIPTION
 FL1334
 FL1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1334'21.0 MI SE FROM DUMAS.
 FL1334'21.0 MILES SE OF AND ALONG THE S.F.R.R. 70 FT. W OF CENTER OF TRAC. 30
 FL1334'FT. E OF R/W FENCE.  5 FT. N OF MILE POST 31.  PAINTED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0215 ***********************************************************************
 FL0215  DESIGNATION -  X 226 RESET 1949
 FL0215  PID         -  FL0215
 FL0215  STATE/COUNTY-  TX/WHEELER
 FL0215  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0215
 FL0215                         *CURRENT SURVEY CONTROL
 FL0215  ___________________________________________________________________
 FL0215* NAD 83(1986)-  35 13 36.     (N)    100 15 27.     (W)     SCALED    
 FL0215* NAVD 88     -       703.944  (meters)    2309.52   (feet)  ADJUSTED  
 FL0215  ___________________________________________________________________
 FL0215  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0215  DYNAMIC HT  -         703.212 (meters)    2307.12  (feet)  COMP
 FL0215  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 FL0215
 FL0215  VERT ORDER  -  FIRST     CLASS II
 FL0215
 FL0215.The horizontal coordinates were scaled from a topographic map and have
 FL0215.an estimated accuracy of +/- 6 seconds.
 FL0215
 FL0215.The orthometric height was determined by differential leveling
 FL0215.and adjusted by the National Geodetic Survey in June 1991..
 FL0215
 FL0215.The geoid height was determined by GEOID03.
 FL0215
 FL0215.The dynamic height is computed by dividing the NAVD 88
 FL0215.geopotential number by the normal gravity value computed on the
 FL0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0215.degrees latitude (g = 980.6199 gals.).
 FL0215
 FL0215.The modeled gravity was interpolated from observed gravity values.
 FL0215
 FL0215;                    North         East    Units  Estimated Accuracy
 FL0215;SPC TX N     - 1,136,790.      313,100.      MT  (+/- 180 meters Scaled)
 FL0215
 FL0215                          SUPERSEDED SURVEY CONTROL
 FL0215
 FL0215  NGVD 29 (??/??/??)  703.63   (m)         2308.5    (f) RESET       3  
 FL0215
 FL0215.Superseded values are not recommended for survey control.
 FL0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0215.See file dsdata.txt to determine how the superseded data were derived.
 FL0215
 FL0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD855989(NAD 83)
 FL0215_MARKER: DB = BENCH MARK DISK
 FL0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0215_SP_SET: ABUTMENT
 FL0215_STAMPING: X 226 RESET 1949
 FL0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0215
 FL0215  HISTORY     - Date     Condition        Report By
 FL0215  HISTORY     - 1949     MONUMENTED       CGS
 FL0215  HISTORY     - 1953     GOOD             NGS
 FL0215
 FL0215                          STATION DESCRIPTION
 FL0215
 FL0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0215'0.55 MI N FROM SHAMROCK.
 FL0215'0.55 MILE NORTH ALONG THE FORT WORTH AND DENVER RAILROAD FROM THE
 FL0215'STATION AT SHAMROCK, 8.3 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN
 FL0215'THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 FL0215'UNDERPASS OF U.S. HIGHWAY 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0788 ***********************************************************************
 FL0788  DESIGNATION -  X 227
 FL0788  PID         -  FL0788
 FL0788  STATE/COUNTY-  TX/GRAY
 FL0788  USGS QUAD   -  LAKE MC CONNELL (1965)
 FL0788
 FL0788                         *CURRENT SURVEY CONTROL
 FL0788  ___________________________________________________________________
 FL0788* NAD 83(1986)-  35 31 55.     (N)    101 04 59.     (W)     SCALED    
 FL0788* NAVD 88     -       998.368  (meters)    3275.48   (feet)  ADJUSTED  
 FL0788  ___________________________________________________________________
 FL0788  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL0788  DYNAMIC HT  -         997.253 (meters)    3271.82  (feet)  COMP
 FL0788  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 FL0788
 FL0788  VERT ORDER  -  SECOND    CLASS 0
 FL0788
 FL0788.The horizontal coordinates were scaled from a topographic map and have
 FL0788.an estimated accuracy of +/- 6 seconds.
 FL0788
 FL0788.The orthometric height was determined by differential leveling
 FL0788.and adjusted by the National Geodetic Survey in June 1991..
 FL0788
 FL0788.The geoid height was determined by GEOID03.
 FL0788
 FL0788.The dynamic height is computed by dividing the NAVD 88
 FL0788.geopotential number by the normal gravity value computed on the
 FL0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0788.degrees latitude (g = 980.6199 gals.).
 FL0788
 FL0788.The modeled gravity was interpolated from observed gravity values.
 FL0788
 FL0788;                    North         East    Units  Estimated Accuracy
 FL0788;SPC TX N     - 1,170,030.      237,810.      MT  (+/- 180 meters Scaled)
 FL0788
 FL0788                          SUPERSEDED SURVEY CONTROL
 FL0788
 FL0788  NGVD 29 (??/??/92)  997.946  (m)         3274.09   (f) ADJ UNCH    2 0
 FL0788
 FL0788.Superseded values are not recommended for survey control.
 FL0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0788.See file dsdata.txt to determine how the superseded data were derived.
 FL0788
 FL0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE111340(NAD 83)
 FL0788_MARKER: DB = BENCH MARK DISK
 FL0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0788_STAMPING: X-227 1934
 FL0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0788+STABILITY: SURFACE MOTION
 FL0788
 FL0788  HISTORY     - Date     Condition        Report By
 FL0788  HISTORY     - 1934     MONUMENTED       CGS
 FL0788  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0788
 FL0788                          STATION DESCRIPTION
 FL0788
 FL0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0788'6.5 MI W FROM PAMPA.
 FL0788'6.5 MILES W OF AND ALONG THE OIL FIELD ROAD TO BORGER.  55 IN. E OF
 FL0788'CENTER OF A NORTH BOUND ROAD AND 40 FT. OF CENTER OF HIGHWAY NO. 41
 FL0788'AND ON FENCE LINE.  NOTE-- RD. WORK IN AREA.  HIGHWAY NO. 41 IS NOW
 FL0788'NO. 152
 FL0788
 FL0788                          STATION RECOVERY (1963)
 FL0788
 FL0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0808 ***********************************************************************
 FL0808  DESIGNATION -  X 228
 FL0808  PID         -  FL0808
 FL0808  STATE/COUNTY-  TX/HUTCHINSON
 FL0808  USGS QUAD   -  BORGER (1978)
 FL0808
 FL0808                         *CURRENT SURVEY CONTROL
 FL0808  ___________________________________________________________________
 FL0808* NAD 83(1986)-  35 42 42.     (N)    101 24 42.     (W)     SCALED    
 FL0808* NAVD 88     -       852.566  (meters)    2797.13   (feet)  ADJUSTED  
 FL0808  ___________________________________________________________________
 FL0808  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FL0808  DYNAMIC HT  -         851.613 (meters)    2794.00  (feet)  COMP
 FL0808  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 FL0808
 FL0808  VERT ORDER  -  SECOND    CLASS 0
 FL0808
 FL0808.The horizontal coordinates were scaled from a topographic map and have
 FL0808.an estimated accuracy of +/- 6 seconds.
 FL0808
 FL0808.The orthometric height was determined by differential leveling
 FL0808.and adjusted by the National Geodetic Survey in June 1991..
 FL0808
 FL0808.The geoid height was determined by GEOID03.
 FL0808
 FL0808.The dynamic height is computed by dividing the NAVD 88
 FL0808.geopotential number by the normal gravity value computed on the
 FL0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0808.degrees latitude (g = 980.6199 gals.).
 FL0808
 FL0808.The modeled gravity was interpolated from observed gravity values.
 FL0808
 FL0808;                    North         East    Units  Estimated Accuracy
 FL0808;SPC TX N     - 1,189,890.      207,990.      MT  (+/- 180 meters Scaled)
 FL0808
 FL0808                          SUPERSEDED SURVEY CONTROL
 FL0808
 FL0808  NGVD 29 (??/??/92)  852.115  (m)         2795.65   (f) ADJ UNCH    2 0
 FL0808
 FL0808.Superseded values are not recommended for survey control.
 FL0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0808.See file dsdata.txt to determine how the superseded data were derived.
 FL0808
 FL0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE818546(NAD 83)
 FL0808_MARKER: DB = BENCH MARK DISK
 FL0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0808_SP_SET: FOUNDATION
 FL0808_STAMPING: X 228 1934
 FL0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0808
 FL0808  HISTORY     - Date     Condition        Report By
 FL0808  HISTORY     - 1934     MONUMENTED       CGS
 FL0808  HISTORY     - 1964     GOOD             NGS
 FL0808
 FL0808                          STATION DESCRIPTION
 FL0808
 FL0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FL0808'3.8 MI N FROM BORGER.
 FL0808'3.8 MILES NORTH ALONG STATE HIGHWAY 117 FROM BORGER, HUTCHINSON
 FL0808'COUNTY, AT THE PANHANDLE POWER AND LIGHT CO. PLANT, IN THE SOUTH
 FL0808'CONCRETE FOUNDATION, 16 INCHES WEST OF THE WEST EDGE OF THE LARGE
 FL0808'DOOR, AND ABOUT 1 FOOT ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED X
 FL0808'228 1934 AND SET VERTICALLY.  NOTE-- THIS PLANT NOW BELONGS TO
 FL0808'SOUTHWESTERN PUBLIC SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0866 ***********************************************************************
 DN0866  DESIGNATION -  X 230
 DN0866  PID         -  DN0866
 DN0866  STATE/COUNTY-  TX/MONTAGUE
 DN0866  USGS QUAD   -  BOWIE (1978)
 DN0866
 DN0866                         *CURRENT SURVEY CONTROL
 DN0866  ___________________________________________________________________
 DN0866* NAD 83(1986)-  33 31 19.     (N)    097 48 45.     (W)     SCALED    
 DN0866* NAVD 88     -       322.762  (meters)    1058.93   (feet)  ADJUSTED  
 DN0866  ___________________________________________________________________
 DN0866  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DN0866  DYNAMIC HT  -         322.407 (meters)    1057.76  (feet)  COMP
 DN0866  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 DN0866
 DN0866  VERT ORDER  -  FIRST     CLASS II
 DN0866
 DN0866.The horizontal coordinates were scaled from a topographic map and have
 DN0866.an estimated accuracy of +/- 6 seconds.
 DN0866
 DN0866.The orthometric height was determined by differential leveling
 DN0866.and adjusted by the National Geodetic Survey in June 1991..
 DN0866
 DN0866.The geoid height was determined by GEOID03.
 DN0866
 DN0866.The dynamic height is computed by dividing the NAVD 88
 DN0866.geopotential number by the normal gravity value computed on the
 DN0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0866.degrees latitude (g = 980.6199 gals.).
 DN0866
 DN0866.The modeled gravity was interpolated from observed gravity values.
 DN0866
 DN0866;                    North         East    Units  Estimated Accuracy
 DN0866;SPC TXNC     - 2,205,940.      663,860.      MT  (+/- 180 meters Scaled)
 DN0866
 DN0866                          SUPERSEDED SURVEY CONTROL
 DN0866
 DN0866  NGVD 29 (??/??/92)  322.664  (m)         1058.61   (f) ADJ UNCH    1 2
 DN0866
 DN0866.Superseded values are not recommended for survey control.
 DN0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0866.See file dsdata.txt to determine how the superseded data were derived.
 DN0866
 DN0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC102097(NAD 83)
 DN0866_MARKER: DB = BENCH MARK DISK
 DN0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0866_SP_SET: ABUTMENT
 DN0866_STAMPING: X 230 1952
 DN0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0866
 DN0866  HISTORY     - Date     Condition        Report By
 DN0866  HISTORY     - 1952     MONUMENTED       CGS
 DN0866  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0866  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN0866
 DN0866                          STATION DESCRIPTION
 DN0866
 DN0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0866'3.3 MI SE FROM BOWIE.
 DN0866'3.3 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0866'THE STATION AT BOWIE, 5 POLES NORTHWEST OF MILEPOST 65, 4.2 FEET
 DN0866'SOUTHWEST OF THE SOUTHWEST RAIL, 150 YARDS NORTHWEST OF A ROAD
 DN0866'CROSSING, 0.6 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 DN0866'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE 65-12.
 DN0866
 DN0866                          STATION RECOVERY (1984)
 DN0866
 DN0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0866'THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
 DN0866
 DN0866                          STATION RECOVERY (1996)
 DN0866
 DN0866'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0806 ***********************************************************************
 DN0806  DESIGNATION -  X 231
 DN0806  PID         -  DN0806
 DN0806  STATE/COUNTY-  TX/MONTAGUE
 DN0806  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0806
 DN0806                         *CURRENT SURVEY CONTROL
 DN0806  ___________________________________________________________________
 DN0806* NAD 83(1986)-  33 34 50.     (N)    097 53 03.     (W)     SCALED    
 DN0806* NAVD 88     -       327.745  (meters)    1075.28   (feet)  ADJUSTED  
 DN0806  ___________________________________________________________________
 DN0806  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DN0806  DYNAMIC HT  -         327.383 (meters)    1074.09  (feet)  COMP
 DN0806  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 DN0806
 DN0806  VERT ORDER  -  FIRST     CLASS II
 DN0806
 DN0806.The horizontal coordinates were scaled from a topographic map and have
 DN0806.an estimated accuracy of +/- 6 seconds.
 DN0806
 DN0806.The orthometric height was determined by differential leveling
 DN0806.and adjusted by the National Geodetic Survey in June 1991..
 DN0806
 DN0806.The geoid height was determined by GEOID03.
 DN0806
 DN0806.The dynamic height is computed by dividing the NAVD 88
 DN0806.geopotential number by the normal gravity value computed on the
 DN0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0806.degrees latitude (g = 980.6199 gals.).
 DN0806
 DN0806.The modeled gravity was interpolated from observed gravity values.
 DN0806
 DN0806;                    North         East    Units  Estimated Accuracy
 DN0806;SPC TXNC     - 2,212,400.      657,170.      MT  (+/- 180 meters Scaled)
 DN0806
 DN0806                          SUPERSEDED SURVEY CONTROL
 DN0806
 DN0806  NGVD 29 (??/??/92)  327.637  (m)         1074.92   (f) ADJ UNCH    1 2
 DN0806
 DN0806.Superseded values are not recommended for survey control.
 DN0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0806.See file dsdata.txt to determine how the superseded data were derived.
 DN0806
 DN0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC035162(NAD 83)
 DN0806_MARKER: DB = BENCH MARK DISK
 DN0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0806_SP_SET: HANGER
 DN0806_STAMPING: X 231 1952
 DN0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0806
 DN0806  HISTORY     - Date     Condition        Report By
 DN0806  HISTORY     - 1952     MONUMENTED       CGS
 DN0806  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0806  HISTORY     - 19961116 GOOD             USPSQD
 DN0806
 DN0806                          STATION DESCRIPTION
 DN0806
 DN0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0806'2.3 MI NW FROM BOWIE.
 DN0806'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 DN0806'HIGHWAY 81 AT BOWIE, THENCE 0.3 MILE NORTH ALONG A PRIVATE ROAD, AT
 DN0806'THE BOWIE AIRPORT, SET VERTICALLY IN THE EAST FACE OF THE NORTH ROCK
 DN0806'WALL OF THE MOST SOUTHERLY ONE OF THE 3 NORTH HANGARS, THESE ARE
 DN0806'JOINED TOGETHER AS ONE HANGAR, 22 FEET NORTH OF THE CENTER OF THE EAST
 DN0806'ENTRANCE TO THE HANGAR, 3.2 FEET ABOVE THE GROUND.
 DN0806
 DN0806                          STATION RECOVERY (1984)
 DN0806
 DN0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0806'MARK NOT FOUND.
 DN0806
 DN0806                          STATION RECOVERY (1996)
 DN0806
 DN0806'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1091 ***********************************************************************
 BY1091  DESIGNATION -  X 232
 BY1091  PID         -  BY1091
 BY1091  STATE/COUNTY-  TX/NACOGDOCHES
 BY1091  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1091
 BY1091                         *CURRENT SURVEY CONTROL
 BY1091  ___________________________________________________________________
 BY1091* NAD 83(1986)-  31 39 59.     (N)    094 40 17.     (W)     SCALED    
 BY1091* NAVD 88     -       121.242  (meters)     397.77   (feet)  ADJUSTED  
 BY1091  ___________________________________________________________________
 BY1091  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1091  DYNAMIC HT  -         121.092 (meters)     397.28  (feet)  COMP
 BY1091  MODELED GRAV-     979,405.8   (mgal)                       NAVD 88
 BY1091
 BY1091  VERT ORDER  -  FIRST     CLASS II
 BY1091
 BY1091.The horizontal coordinates were scaled from a topographic map and have
 BY1091.an estimated accuracy of +/- 6 seconds.
 BY1091
 BY1091.The orthometric height was determined by differential leveling
 BY1091.and adjusted by the National Geodetic Survey in June 1991..
 BY1091
 BY1091.The geoid height was determined by GEOID03.
 BY1091
 BY1091.The dynamic height is computed by dividing the NAVD 88
 BY1091.geopotential number by the normal gravity value computed on the
 BY1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1091.degrees latitude (g = 980.6199 gals.).
 BY1091
 BY1091.The modeled gravity was interpolated from observed gravity values.
 BY1091
 BY1091;                    North         East    Units  Estimated Accuracy
 BY1091;SPC TX C     - 3,235,350.    1,236,680.      MT  (+/- 180 meters Scaled)
 BY1091
 BY1091                          SUPERSEDED SURVEY CONTROL
 BY1091
 BY1091  NGVD 29 (??/??/92)  121.285  (m)          397.92   (f) ADJ UNCH    1 2
 BY1091
 BY1091.Superseded values are not recommended for survey control.
 BY1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1091.See file dsdata.txt to determine how the superseded data were derived.
 BY1091
 BY1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR415046(NAD 83)
 BY1091_MARKER: DB = BENCH MARK DISK
 BY1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1091_STAMPING: X 232 1952
 BY1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1091+STABILITY: SURFACE MOTION
 BY1091
 BY1091  HISTORY     - Date     Condition        Report By
 BY1091  HISTORY     - 1952     MONUMENTED       CGS
 BY1091
 BY1091                          STATION DESCRIPTION
 BY1091
 BY1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1091'4.4 MI NW FROM NACOGDOCHES.
 BY1091'4.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1091'STATION AT NACOGDOCHES, 4 POLES SOUTHEAST OF MILEPOST 156, AT A ROAD
 BY1091'CROSSING, 59 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 46 FEET
 BY1091'SOUTHWEST OF THE SOUTHWEST RAIL, 30 FEET NORTHWEST OF A TELEGRAPH
 BY1091'POLE, 2 FEET NORTHEAST OF A FENCE, 26 FEET SOUTHEAST OF THE CENTER OF
 BY1091'A GATE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BY1091'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2076 ***********************************************************************
 BY2076  DESIGNATION -  X 233
 BY2076  PID         -  BY2076
 BY2076  STATE/COUNTY-  TX/ANDERSON
 BY2076  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2076
 BY2076                         *CURRENT SURVEY CONTROL
 BY2076  ___________________________________________________________________
 BY2076* NAD 83(1986)-  31 49 42.     (N)    095 32 52.     (W)     SCALED    
 BY2076* NAVD 88     -       116.936  (meters)     383.65   (feet)  ADJUSTED  
 BY2076  ___________________________________________________________________
 BY2076  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY2076  DYNAMIC HT  -         116.794 (meters)     383.18  (feet)  COMP
 BY2076  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 BY2076
 BY2076  VERT ORDER  -  FIRST     CLASS II
 BY2076
 BY2076.The horizontal coordinates were scaled from a topographic map and have
 BY2076.an estimated accuracy of +/- 6 seconds.
 BY2076
 BY2076.The orthometric height was determined by differential leveling
 BY2076.and adjusted by the National Geodetic Survey in June 1991..
 BY2076
 BY2076.The geoid height was determined by GEOID03.
 BY2076
 BY2076.The dynamic height is computed by dividing the NAVD 88
 BY2076.geopotential number by the normal gravity value computed on the
 BY2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2076.degrees latitude (g = 980.6199 gals.).
 BY2076
 BY2076.The modeled gravity was interpolated from observed gravity values.
 BY2076
 BY2076;                    North         East    Units  Estimated Accuracy
 BY2076;SPC TX C     - 3,249,390.    1,152,900.      MT  (+/- 180 meters Scaled)
 BY2076
 BY2076                          SUPERSEDED SURVEY CONTROL
 BY2076
 BY2076  NGVD 29 (??/??/92)  116.939  (m)          383.66   (f) ADJ UNCH    1 2
 BY2076
 BY2076.Superseded values are not recommended for survey control.
 BY2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2076.See file dsdata.txt to determine how the superseded data were derived.
 BY2076
 BY2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR588242(NAD 83)
 BY2076_MARKER: DB = BENCH MARK DISK
 BY2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2076_STAMPING: X 233 1952
 BY2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2076+STABILITY: SURFACE MOTION
 BY2076
 BY2076  HISTORY     - Date     Condition        Report By
 BY2076  HISTORY     - 1952     MONUMENTED       CGS
 BY2076  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2076  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2076
 BY2076                          STATION DESCRIPTION
 BY2076
 BY2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2076'4.0 MI SW FROM NECHES.
 BY2076'4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY2076'NECHES, 51.4 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 BY2076'SOUTHWEST OF THE CENTER OF A STEEL GATE AND THE CENTER LINE OF A
 BY2076'PRIVATE ROAD LEADING NORTHWEST, 1 FOOT SOUTHEAST OF A FENCE, 3 FEET
 BY2076'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY2076'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY2076
 BY2076                          STATION RECOVERY (1977)
 BY2076
 BY2076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2076'MARK NOT FOUND.
 BY2076
 BY2076                          STATION RECOVERY (1980)
 BY2076
 BY2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0275 ***********************************************************************
 GL0275  DESIGNATION -  X 234 RESET 1975
 GL0275  PID         -  GL0275
 GL0275  STATE/COUNTY-  TX/HARTLEY
 GL0275  USGS QUAD   -  DALHART WEST (1973)
 GL0275
 GL0275                         *CURRENT SURVEY CONTROL
 GL0275  ___________________________________________________________________
 GL0275* NAD 83(1986)-  36 00 27.     (N)    102 35 50.     (W)     SCALED    
 GL0275* NAVD 88     -      1218.54   (+/-2cm)    3997.8    (feet)  VERTCON   
 GL0275  ___________________________________________________________________
 GL0275  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 GL0275
 GL0275  VERT ORDER  -  THIRD (See Below)
 GL0275
 GL0275.The horizontal coordinates were scaled from a topographic map and have
 GL0275.an estimated accuracy of +/- 6 seconds.
 GL0275
 GL0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL0275.The vertical order pertains to the NGVD 29 superseded value.
 GL0275
 GL0275.The geoid height was determined by GEOID03.
 GL0275
 GL0275;                    North         East    Units  Estimated Accuracy
 GL0275;SPC TX N     - 1,223,260.      101,090.      MT  (+/- 180 meters Scaled)
 GL0275
 GL0275                          SUPERSEDED SURVEY CONTROL
 GL0275
 GL0275  NGVD 29 (01/29/03) 1217.99   (m)         3996.0    (f) RESET       3  
 GL0275
 GL0275.Superseded values are not recommended for survey control.
 GL0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0275.See file dsdata.txt to determine how the superseded data were derived.
 GL0275
 GL0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV165874(NAD 83)
 GL0275_MARKER: DB = BENCH MARK DISK
 GL0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0275_SP_SET: CULVERT
 GL0275_STAMPING: X 234 RESET 1975
 GL0275_MARK LOGO: NGS   
 GL0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0275
 GL0275  HISTORY     - Date     Condition        Report By
 GL0275  HISTORY     - 1975     MONUMENTED       NGS
 GL0275  HISTORY     - 1985     GOOD             NGS
 GL0275
 GL0275                          STATION DESCRIPTION
 GL0275
 GL0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GL0275'6 MI SW FROM DALHART.
 GL0275'FROM THE INTERSECTION OF U.S. HIGHWAYS 54, 87 AND 385 IN DALHART, GO
 GL0275'SOUTHWEST ON U.S. HIGHWAY 54 FOR 6.2 MILES TO THE INTERSECTION OF FARM
 GL0275'ROAD 694 ON THE RIGHT AND BENCH MARK ON THE RIGHT.  STANDARD BENCH
 GL0275'DISK, SET IN DRILL HOLE, AT THE APPROXIMATE CENTER OF THE SOUTHWEST
 GL0275'HEADWALL OF CONCRETE CULVERT, LOCATED AT THE INTERSECTION OF U.S.
 GL0275'HIGHWAY 54 AND FARM ROAD 694 AND IS STAMPED X 234 RESET 1975. IT IS
 GL0275'147 FEET SOUTHEAST OF THE EAST RAIL OF RAILROAD TRACKS, 62 FEET
 GL0275'NORTHWEST OF THE CENTER-LINE OF U.S. HWY. 54 AND 30 FEET SOUTHWEST OF
 GL0275'THE CENTER OF FARM ROAD 694.
 GL0275
 GL0275                          STATION RECOVERY (1985)
 GL0275
 GL0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0018 ***********************************************************************
 FM0018  DESIGNATION -  X 235
 FM0018  PID         -  FM0018
 FM0018  STATE/COUNTY-  TX/HARTLEY
 FM0018  USGS QUAD   -  CHANNING (1971)
 FM0018
 FM0018                         *CURRENT SURVEY CONTROL
 FM0018  ___________________________________________________________________
 FM0018* NAD 83(1986)-  35 42 53.     (N)    102 19 21.     (W)     SCALED    
 FM0018* NAVD 88     -      1182.251  (meters)    3878.77   (feet)  ADJUSTED  
 FM0018  ___________________________________________________________________
 FM0018  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0018  DYNAMIC HT  -        1180.851 (meters)    3874.18  (feet)  COMP
 FM0018  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 FM0018
 FM0018  VERT ORDER  -  FIRST     CLASS II
 FM0018
 FM0018.The horizontal coordinates were scaled from a topographic map and have
 FM0018.an estimated accuracy of +/- 6 seconds.
 FM0018
 FM0018.The orthometric height was determined by differential leveling
 FM0018.and adjusted by the National Geodetic Survey in June 1991..
 FM0018.WARNING-Repeat measurements at this control monument indicate possible
 FM0018.vertical movement.
 FM0018
 FM0018.The geoid height was determined by GEOID03.
 FM0018
 FM0018.The dynamic height is computed by dividing the NAVD 88
 FM0018.geopotential number by the normal gravity value computed on the
 FM0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0018.degrees latitude (g = 980.6199 gals.).
 FM0018
 FM0018.The modeled gravity was interpolated from observed gravity values.
 FM0018
 FM0018;                    North         East    Units  Estimated Accuracy
 FM0018;SPC TX N     - 1,190,540.      125,580.      MT  (+/- 180 meters Scaled)
 FM0018
 FM0018                          SUPERSEDED SURVEY CONTROL
 FM0018
 FM0018  NGVD 29 (??/??/92) 1181.711  (m)         3877.00   (f) ADJ UNCH    1 2
 FM0018
 FM0018.Superseded values are not recommended for survey control.
 FM0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0018.See file dsdata.txt to determine how the superseded data were derived.
 FM0018
 FM0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV422556(NAD 83)
 FM0018_MARKER: DB = BENCH MARK DISK
 FM0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0018_SP_SET: CULVERT
 FM0018_STAMPING: X-235 1933
 FM0018_MARK LOGO: CGS   
 FM0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0018
 FM0018  HISTORY     - Date     Condition        Report By
 FM0018  HISTORY     - 1933     MONUMENTED       CGS
 FM0018  HISTORY     - 1985     GOOD             NGS
 FM0018
 FM0018                          STATION DESCRIPTION
 FM0018
 FM0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0018'2.2 MI NW FROM CHANNING.
 FM0018'2.2 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0018'CITY RAILROAD.  AT CULVERT NO. 390-27, 31 POLES SOUTH OF MILE POLE NO.
 FM0018'391.  SET IN SOUTH END OF WEST CONCRETE HEADWALL.  10 FEET WEST OF THE
 FM0018'CENTERLINE OF THE TRACKS.
 FM0018
 FM0018                          STATION RECOVERY (1985)
 FM0018
 FM0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0018'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS. 43.5 KM
 FM0018'(27.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION WITH
 FM0018'U.S. HIGHWAY 54 IN DALHART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0247 ***********************************************************************
 FM0247  DESIGNATION -  X 236
 FM0247  PID         -  FM0247
 FM0247  STATE/COUNTY-  TX/POTTER
 FM0247  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0247
 FM0247                         *CURRENT SURVEY CONTROL
 FM0247  ___________________________________________________________________
 FM0247* NAD 83(1986)-  35 17 57.     (N)    102 02 01.     (W)     SCALED    
 FM0247* NAVD 88     -      1040.830  (meters)    3414.79   (feet)  ADJUSTED  
 FM0247  ___________________________________________________________________
 FM0247  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 FM0247  DYNAMIC HT  -        1039.600 (meters)    3410.75  (feet)  COMP
 FM0247  MODELED GRAV-     979,416.6   (mgal)                       NAVD 88
 FM0247
 FM0247  VERT ORDER  -  FIRST     CLASS II
 FM0247
 FM0247.The horizontal coordinates were scaled from a topographic map and have
 FM0247.an estimated accuracy of +/- 6 seconds.
 FM0247
 FM0247.The orthometric height was determined by differential leveling
 FM0247.and adjusted by the National Geodetic Survey in June 1991..
 FM0247
 FM0247.The geoid height was determined by GEOID03.
 FM0247
 FM0247.The dynamic height is computed by dividing the NAVD 88
 FM0247.geopotential number by the normal gravity value computed on the
 FM0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0247.degrees latitude (g = 980.6199 gals.).
 FM0247
 FM0247.The modeled gravity was interpolated from observed gravity values.
 FM0247
 FM0247;                    North         East    Units  Estimated Accuracy
 FM0247;SPC TX N     - 1,144,260.      151,470.      MT  (+/- 180 meters Scaled)
 FM0247
 FM0247                          SUPERSEDED SURVEY CONTROL
 FM0247
 FM0247  NGVD 29 (??/??/92) 1040.347  (m)         3413.21   (f) ADJ UNCH    1 2
 FM0247
 FM0247.Superseded values are not recommended for survey control.
 FM0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0247.See file dsdata.txt to determine how the superseded data were derived.
 FM0247
 FM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV697102(NAD 83)
 FM0247_MARKER: DB = BENCH MARK DISK
 FM0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0247_SP_SET: CULVERT
 FM0247_STAMPING: X-236 1933
 FM0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0247
 FM0247  HISTORY     - Date     Condition        Report By
 FM0247  HISTORY     - 1933     MONUMENTED       CGS
 FM0247  HISTORY     - 1965     MARK NOT FOUND   USGS
 FM0247  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0247
 FM0247                          STATION DESCRIPTION
 FM0247
 FM0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0247'3.4 MI NW FROM GENTRY.
 FM0247'3.4 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0247'CITY RAILROAD.  AT 4 1/2 BY 3 FOOT STONE MASONARY CULVERT NO. 350-51,
 FM0247'330 YARDS SOUTH EAST OF ONE MILE TO STATION SIGN, SOUTH EAST OF FRITZ
 FM0247'SIDING.  SET IN THE SOUTH EAST END OF THE SOUTH WEST HEADWALL, 20 FEET
 FM0247'SOUTH WEST OF THE CENTERLINE OF THE TRACKS.
 FM0247
 FM0247                          STATION RECOVERY (1965)
 FM0247
 FM0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0247'MARK NOT FOUND.
 FM0247
 FM0247                          STATION RECOVERY (1985)
 FM0247
 FM0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0247'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0034 ***********************************************************************
 GL0034  DESIGNATION -  X 237
 GL0034  PID         -  GL0034
 GL0034  STATE/COUNTY-  TX/DALLAM
 GL0034  USGS QUAD   -  BRICKEL (1964)
 GL0034
 GL0034                         *CURRENT SURVEY CONTROL
 GL0034  ___________________________________________________________________
 GL0034* NAD 83(1986)-  36 15 01.     (N)    102 12 44.     (W)     SCALED    
 GL0034* NAVD 88     -      1146.925  (meters)    3762.87   (feet)  ADJUSTED  
 GL0034  ___________________________________________________________________
 GL0034  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 GL0034  DYNAMIC HT  -        1145.637 (meters)    3758.64  (feet)  COMP
 GL0034  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 GL0034
 GL0034  VERT ORDER  -  FIRST     CLASS II
 GL0034
 GL0034.The horizontal coordinates were scaled from a topographic map and have
 GL0034.an estimated accuracy of +/- 6 seconds.
 GL0034
 GL0034.The orthometric height was determined by differential leveling
 GL0034.and adjusted by the National Geodetic Survey in June 1991..
 GL0034
 GL0034.The geoid height was determined by GEOID03.
 GL0034
 GL0034.The dynamic height is computed by dividing the NAVD 88
 GL0034.geopotential number by the normal gravity value computed on the
 GL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0034.degrees latitude (g = 980.6199 gals.).
 GL0034
 GL0034.The modeled gravity was interpolated from observed gravity values.
 GL0034
 GL0034;                    North         East    Units  Estimated Accuracy
 GL0034;SPC TX N     - 1,249,880.      135,990.      MT  (+/- 180 meters Scaled)
 GL0034
 GL0034                          SUPERSEDED SURVEY CONTROL
 GL0034
 GL0034.No superseded survey control is available for this station.
 GL0034
 GL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA504153(NAD 83)
 GL0034_MARKER: DB = BENCH MARK DISK
 GL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0034_STAMPING: X-237, 1933
 GL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0034+STABILITY: SURFACE MOTION
 GL0034
 GL0034  HISTORY     - Date     Condition        Report By
 GL0034  HISTORY     - 1933     MONUMENTED       CGS
 GL0034
 GL0034                          STATION DESCRIPTION
 GL0034
 GL0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0034'1.9 MI NE FROM CONLEN.
 GL0034'1.9 MILES NORTH EAST OF CONLEN DEPOT ALONG THE ROCK ISLAND RAILROAD. 5
 GL0034'POLES SOUTH WEST OF MILE POLE NO. 524, 4 POLES NORTH EAST OF HAND CAR
 GL0034'SET-OFF.  SET IN POST, 103 FEET SOUTH EAST OF THE CENTERLINE OF THE
 GL0034'TRACKS AND 3 FEET NORTH WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0812 ***********************************************************************
 BZ0812  DESIGNATION -  X 238
 BZ0812  PID         -  BZ0812
 BZ0812  STATE/COUNTY-  TX/BELL
 BZ0812  USGS QUAD   -  MOFFAT (1993)
 BZ0812
 BZ0812                         *CURRENT SURVEY CONTROL
 BZ0812  ___________________________________________________________________
 BZ0812* NAD 83(1986)-  31 09 18.     (N)    097 25 07.     (W)     SCALED    
 BZ0812* NAVD 88     -       212.673  (meters)     697.74   (feet)  ADJUSTED  
 BZ0812  ___________________________________________________________________
 BZ0812  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BZ0812  DYNAMIC HT  -         212.393 (meters)     696.83  (feet)  COMP
 BZ0812  MODELED GRAV-     979,316.8   (mgal)                       NAVD 88
 BZ0812
 BZ0812  VERT ORDER  -  FIRST     CLASS II
 BZ0812
 BZ0812.This mark is at Draughon-Miller Muni (TPL) Airport (TPL)
 BZ0812
 BZ0812.The horizontal coordinates were scaled from a topographic map and have
 BZ0812.an estimated accuracy of +/- 6 seconds.
 BZ0812
 BZ0812.The orthometric height was determined by differential leveling
 BZ0812.and adjusted by the National Geodetic Survey in June 1991..
 BZ0812
 BZ0812.The geoid height was determined by GEOID03.
 BZ0812
 BZ0812.The dynamic height is computed by dividing the NAVD 88
 BZ0812.geopotential number by the normal gravity value computed on the
 BZ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0812.degrees latitude (g = 980.6199 gals.).
 BZ0812
 BZ0812.The modeled gravity was interpolated from observed gravity values.
 BZ0812
 BZ0812;                    North         East    Units  Estimated Accuracy
 BZ0812;SPC TX C     - 3,168,630.      977,850.      MT  (+/- 180 meters Scaled)
 BZ0812
 BZ0812                          SUPERSEDED SURVEY CONTROL
 BZ0812
 BZ0812  NGVD 29 (??/??/92)  212.600  (m)          697.51   (f) ADJ UNCH    1 2
 BZ0812
 BZ0812.Superseded values are not recommended for survey control.
 BZ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0812.See file dsdata.txt to determine how the superseded data were derived.
 BZ0812
 BZ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV507478(NAD 83)
 BZ0812_MARKER: DB = BENCH MARK DISK
 BZ0812_SETTING: 0 = UNSPECIFIED SETTING
 BZ0812_STAMPING: X 238 1953
 BZ0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0812
 BZ0812  HISTORY     - Date     Condition        Report By
 BZ0812  HISTORY     - 1953     MONUMENTED       CGS
 BZ0812  HISTORY     - 1973     GOOD             NGS
 BZ0812  HISTORY     - 1977     GOOD             NGS
 BZ0812  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0812
 BZ0812                          STATION DESCRIPTION
 BZ0812
 BZ0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BZ0812'IN DRAUGHN-MILLER AIRPORT.
 BZ0812'AT DRAUGHN-MILLER AIRPORT, BELL COUNTY, IT IS 78.0 FEET SW OF THE
 BZ0812'CENTER OF AN ABANDONED THRESHOLD LIGHT NEAR THE CENTERLINE END OF THE
 BZ0812'RUNWAY, WHICH IS ALSO CLOSED.  21.9 FEET W OF THE CENTER OF AN
 BZ0812'ABANDONED THRESHOLD LIGHT AT THE SW CORNER OF THE CLOSED RUNWAY. THE
 BZ0812'MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 BZ0812
 BZ0812                          STATION RECOVERY (1977)
 BZ0812
 BZ0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BZ0812'RECOVERED IN GOOD CONDITION.
 BZ0812
 BZ0812                          STATION RECOVERY (2001)
 BZ0812
 BZ0812'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0934 ***********************************************************************
 BZ0934  DESIGNATION -  X 239
 BZ0934  PID         -  BZ0934
 BZ0934  STATE/COUNTY-  TX/BELL
 BZ0934  USGS QUAD   -  POST OAK MOUNTAIN (1994)
 BZ0934
 BZ0934                         *CURRENT SURVEY CONTROL
 BZ0934  ___________________________________________________________________
 BZ0934* NAD 83(1986)-  31 08 01.     (N)    097 43 46.     (W)     SCALED    
 BZ0934* NAVD 88     -       273.065  (meters)     895.88   (feet)  ADJUSTED  
 BZ0934  ___________________________________________________________________
 BZ0934  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BZ0934  DYNAMIC HT  -         272.700 (meters)     894.68  (feet)  COMP
 BZ0934  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 BZ0934
 BZ0934  VERT ORDER  -  FIRST     CLASS II
 BZ0934
 BZ0934.The horizontal coordinates were scaled from a topographic map and have
 BZ0934.an estimated accuracy of +/- 6 seconds.
 BZ0934
 BZ0934.The orthometric height was determined by differential leveling
 BZ0934.and adjusted by the National Geodetic Survey in June 1991..
 BZ0934
 BZ0934.The geoid height was determined by GEOID03.
 BZ0934
 BZ0934.The dynamic height is computed by dividing the NAVD 88
 BZ0934.geopotential number by the normal gravity value computed on the
 BZ0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0934.degrees latitude (g = 980.6199 gals.).
 BZ0934
 BZ0934.The modeled gravity was interpolated from observed gravity values.
 BZ0934
 BZ0934;                    North         East    Units  Estimated Accuracy
 BZ0934;SPC TX C     - 3,165,520.      948,280.      MT  (+/- 180 meters Scaled)
 BZ0934
 BZ0934                          SUPERSEDED SURVEY CONTROL
 BZ0934
 BZ0934  NGVD 29 (??/??/92)  272.983  (m)          895.61   (f) ADJ UNCH    1 2
 BZ0934
 BZ0934.Superseded values are not recommended for survey control.
 BZ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0934.See file dsdata.txt to determine how the superseded data were derived.
 BZ0934
 BZ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV211451(NAD 83)
 BZ0934_MARKER: DB = BENCH MARK DISK
 BZ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0934_STAMPING: X 239 1953
 BZ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0934+STABILITY: SURFACE MOTION
 BZ0934
 BZ0934  HISTORY     - Date     Condition        Report By
 BZ0934  HISTORY     - 1953     MONUMENTED       CGS
 BZ0934  HISTORY     - 1957     GOOD             DOD
 BZ0934  HISTORY     - 1976     GOOD
 BZ0934  HISTORY     - 20010317 GOOD             USPSQD
 BZ0934
 BZ0934                          STATION DESCRIPTION
 BZ0934
 BZ0934'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0934'1.2 MI N FROM KILLEEN.
 BZ0934'1.2 MILES NORTH OF KILLEEN, BELL COUNTY, 0.3 MILE WEST ALONG THE GULF,
 BZ0934'COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.7 MILE NORTH ALONG
 BZ0934'COLLEGE STREET, 0.1 MILE WEST ALONG DEAN STREET, 0.2 MILE NORTH ALONG
 BZ0934'GARTH STREET, 25 FEET WEST OF THE CENTERLINE OF GARTH STREET, 154 FEET
 BZ0934'NORTH OF THE CENTERLINE OF WHITLOW AVENUE, 7 FEET SOUTH OF A
 BZ0934'POWER-TRANSMISSION LINE POLE, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 BZ0934'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 BZ0934'GROUND.
 BZ0934
 BZ0934                          STATION RECOVERY (1976)
 BZ0934
 BZ0934'RECOVERED 1976
 BZ0934'RECOVERED IN GOOD CONDITION.
 BZ0934
 BZ0934                          STATION RECOVERY (2001)
 BZ0934
 BZ0934'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0549 ***********************************************************************
 BM0549  DESIGNATION -  X 240
 BM0549  PID         -  BM0549
 BM0549  STATE/COUNTY-  TX/TRAVIS
 BM0549  USGS QUAD   -  MANOR (1988)
 BM0549
 BM0549                         *CURRENT SURVEY CONTROL
 BM0549  ___________________________________________________________________
 BM0549* NAD 83(1986)-  30 19 35.     (N)    097 36 05.     (W)     SCALED    
 BM0549* NAVD 88     -       180.29   (+/-2cm)     591.5    (feet)  VERTCON   
 BM0549  ___________________________________________________________________
 BM0549  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BM0549
 BM0549  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0549
 BM0549.The horizontal coordinates were scaled from a topographic map and have
 BM0549.an estimated accuracy of +/- 6 seconds.
 BM0549
 BM0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0549.The vertical order pertains to the NGVD 29 superseded value.
 BM0549
 BM0549.The geoid height was determined by GEOID03.
 BM0549
 BM0549;                    North         East    Units  Estimated Accuracy
 BM0549;SPC TX C     - 3,076,360.      962,690.      MT  (+/- 180 meters Scaled)
 BM0549
 BM0549                          SUPERSEDED SURVEY CONTROL
 BM0549
 BM0549  NGVD 29 (??/??/92)  180.196  (m)          591.19   (f) ADJ UNCH    1 2
 BM0549
 BM0549.Superseded values are not recommended for survey control.
 BM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0549.See file dsdata.txt to determine how the superseded data were derived.
 BM0549
 BM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU344557(NAD 83)
 BM0549_MARKER: DB = BENCH MARK DISK
 BM0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0549_STAMPING: X 240 1953
 BM0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0549+STABILITY: SURFACE MOTION
 BM0549
 BM0549  HISTORY     - Date     Condition        Report By
 BM0549  HISTORY     - 1953     MONUMENTED       CGS
 BM0549  HISTORY     - 1990     GOOD             USPSQD
 BM0549  HISTORY     - 1990     GOOD             USPSQD
 BM0549  HISTORY     - 19910222 GOOD             USPSQD
 BM0549  HISTORY     - 20030308 POOR             USPSQD
 BM0549
 BM0549                          STATION DESCRIPTION
 BM0549
 BM0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0549'11.8 MI E FROM AUSTIN.
 BM0549'11.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0549'STATION AT AUSTIN, 31.5 FEET EAST OF MILEPOST 103, 24 FEET NORTH OF
 BM0549'THE CENTER LINE OF A GRAVELED ROAD, 25 FEET SOUTH OF THE SOUTH RAIL, 3
 BM0549'FEET EAST OF A WITNESS POST, 0.2 MILE EAST OF A PAVED ROAD CROSSING, 5
 BM0549'FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 BM0549'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 BM0549
 BM0549                          STATION RECOVERY (1990)
 BM0549
 BM0549'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0549'RECOVERED IN GOOD CONDITION.
 BM0549
 BM0549                          STATION RECOVERY (1990)
 BM0549
 BM0549'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0549'RECOVERED IN GOOD CONDITION.
 BM0549
 BM0549                          STATION RECOVERY (1991)
 BM0549
 BM0549'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0549'RECOVERED IN GOOD CONDITION.
 BM0549
 BM0549                          STATION RECOVERY (2003)
 BM0549
 BM0549'RECOVERY NOTE BY US POWER SQUADRON 2003 (MDS)
 BM0549'DAMAGED AND POST LEANS SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0254 ***********************************************************************
 GL0254  DESIGNATION -  X 241
 GL0254  PID         -  GL0254
 GL0254  STATE/COUNTY-  TX/DALLAM
 GL0254  USGS QUAD   -  BOLIN (1973)
 GL0254
 GL0254                         *CURRENT SURVEY CONTROL
 GL0254  ___________________________________________________________________
 GL0254* NAD 83(1986)-  36 12 08.     (N)    102 44 31.     (W)     SCALED    
 GL0254* NAVD 88     -      1293.719  (meters)    4244.48   (feet)  ADJUSTED  
 GL0254  ___________________________________________________________________
 GL0254  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 GL0254  DYNAMIC HT  -        1292.215 (meters)    4239.54  (feet)  COMP
 GL0254  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 GL0254
 GL0254  VERT ORDER  -  FIRST     CLASS II
 GL0254
 GL0254.The horizontal coordinates were scaled from a topographic map and have
 GL0254.an estimated accuracy of +/- 6 seconds.
 GL0254
 GL0254.The orthometric height was determined by differential leveling
 GL0254.and adjusted by the National Geodetic Survey in June 1991..
 GL0254
 GL0254.The geoid height was determined by GEOID03.
 GL0254
 GL0254.The dynamic height is computed by dividing the NAVD 88
 GL0254.geopotential number by the normal gravity value computed on the
 GL0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0254.degrees latitude (g = 980.6199 gals.).
 GL0254
 GL0254.The modeled gravity was interpolated from observed gravity values.
 GL0254
 GL0254;                    North         East    Units  Estimated Accuracy
 GL0254;SPC TX N     - 1,245,020.       88,310.      MT  (+/- 180 meters Scaled)
 GL0254
 GL0254                          SUPERSEDED SURVEY CONTROL
 GL0254
 GL0254.No superseded survey control is available for this station.
 GL0254
 GL0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA030087(NAD 83)
 GL0254_MARKER: DB = BENCH MARK DISK
 GL0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0254+STABILITY: SURFACE MOTION
 GL0254
 GL0254  HISTORY     - Date     Condition        Report By
 GL0254  HISTORY     - UNK      MONUMENTED       CGS
 GL0254  HISTORY     - 1934     GOOD             NGS
 GL0254  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0254
 GL0254                          STATION DESCRIPTION
 GL0254
 GL0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0254'15.85 MI NW FROM DALHART.
 GL0254'15.85 MILES N.W. OF DALHART BY RAIL.  SET ON RIGHT OF WAY OF FT. WORTH
 GL0254'AND DENVER R.R. OPPOSITE M.P. 433.  48 FT. EAST OF CENTER LINE OF
 GL0254'TRACK.  96 FT. WEST OF CENTER LINE OF TEXAS U.S. HWY. 385.
 GL0254
 GL0254                          STATION RECOVERY (1973)
 GL0254
 GL0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0339 ***********************************************************************
 FM0339  DESIGNATION -  X 243
 FM0339  PID         -  FM0339
 FM0339  STATE/COUNTY-  TX/OLDHAM
 FM0339  USGS QUAD   -  EVERETT (1965)
 FM0339
 FM0339                         *CURRENT SURVEY CONTROL
 FM0339  ___________________________________________________________________
 FM0339* NAD 83(1986)-  35 12 46.     (N)    102 15 23.     (W)     SCALED    
 FM0339* NAVD 88     -      1194.989  (meters)    3920.56   (feet)  ADJUSTED  
 FM0339  ___________________________________________________________________
 FM0339  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FM0339  DYNAMIC HT  -        1193.533 (meters)    3915.78  (feet)  COMP
 FM0339  MODELED GRAV-     979,374.0   (mgal)                       NAVD 88
 FM0339
 FM0339  VERT ORDER  -  SECOND    CLASS 0
 FM0339
 FM0339.The horizontal coordinates were scaled from a topographic map and have
 FM0339.an estimated accuracy of +/- 6 seconds.
 FM0339
 FM0339.The orthometric height was determined by differential leveling
 FM0339.and adjusted by the National Geodetic Survey in June 1991..
 FM0339
 FM0339.The geoid height was determined by GEOID03.
 FM0339
 FM0339.The dynamic height is computed by dividing the NAVD 88
 FM0339.geopotential number by the normal gravity value computed on the
 FM0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0339.degrees latitude (g = 980.6199 gals.).
 FM0339
 FM0339.The modeled gravity was interpolated from observed gravity values.
 FM0339
 FM0339;                    North         East    Units  Estimated Accuracy
 FM0339;SPC TX N     - 1,134,810.      131,140.      MT  (+/- 180 meters Scaled)
 FM0339
 FM0339                          SUPERSEDED SURVEY CONTROL
 FM0339
 FM0339  NGVD 29 (??/??/92) 1194.480  (m)         3918.89   (f) ADJ UNCH    2 0
 FM0339
 FM0339.Superseded values are not recommended for survey control.
 FM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0339.See file dsdata.txt to determine how the superseded data were derived.
 FM0339
 FM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV497000(NAD 83)
 FM0339_MARKER: DB = BENCH MARK DISK
 FM0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0339_STAMPING: X-243 1934
 FM0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0339+STABILITY: SURFACE MOTION
 FM0339
 FM0339  HISTORY     - Date     Condition        Report By
 FM0339  HISTORY     - 1934     MONUMENTED       CGS
 FM0339
 FM0339                          STATION DESCRIPTION
 FM0339
 FM0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0339'9.9 MI E FROM VEGA.
 FM0339'9.9 MILES EAST OF ROCK ISLAND RR DEPOT AT VEGA 21 FEET WEST OF THIRD
 FM0339'TELEGRAPH POLE WEST OF MILE POST 785.  45 FEET SOUTH OF CENTERLINE OF
 FM0339'ROCK ISLAND RAILROAD.  87 FEET NORTH OF CENTERLINE OF U. S. HIGHWAY
 FM0339'66.  9 FEET NORTH OF RIGHT-OF-WAY FENCE.  3 FEET BELOW LEVEL OF RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0880 ***********************************************************************
 DN0880  DESIGNATION -  X 244
 DN0880  PID         -  DN0880
 DN0880  STATE/COUNTY-  TX/MONTAGUE
 DN0880  USGS QUAD   -  BELCHERVILLE (1967)
 DN0880
 DN0880                         *CURRENT SURVEY CONTROL
 DN0880  ___________________________________________________________________
 DN0880* NAD 83(1986)-  33 47 36.     (N)    097 47 09.     (W)     SCALED    
 DN0880* NAVD 88     -       260.368  (meters)     854.22   (feet)  ADJUSTED  
 DN0880  ___________________________________________________________________
 DN0880  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DN0880  DYNAMIC HT  -         260.088 (meters)     853.31  (feet)  COMP
 DN0880  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 DN0880
 DN0880  VERT ORDER  -  SECOND    CLASS 0
 DN0880
 DN0880.The horizontal coordinates were scaled from a topographic map and have
 DN0880.an estimated accuracy of +/- 6 seconds.
 DN0880
 DN0880.The orthometric height was determined by differential leveling
 DN0880.and adjusted by the National Geodetic Survey in June 1991..
 DN0880
 DN0880.The geoid height was determined by GEOID03.
 DN0880
 DN0880.The dynamic height is computed by dividing the NAVD 88
 DN0880.geopotential number by the normal gravity value computed on the
 DN0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0880.degrees latitude (g = 980.6199 gals.).
 DN0880
 DN0880.The modeled gravity was interpolated from observed gravity values.
 DN0880
 DN0880;                    North         East    Units  Estimated Accuracy
 DN0880;SPC TXNC     - 2,236,060.      666,130.      MT  (+/- 180 meters Scaled)
 DN0880
 DN0880                          SUPERSEDED SURVEY CONTROL
 DN0880
 DN0880  NGVD 29 (??/??/92)  260.283  (m)          853.95   (f) ADJ UNCH    2 0
 DN0880
 DN0880.Superseded values are not recommended for survey control.
 DN0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0880.See file dsdata.txt to determine how the superseded data were derived.
 DN0880
 DN0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC124399(NAD 83)
 DN0880_MARKER: DB = BENCH MARK DISK
 DN0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0880_STAMPING: 853.945 X 244 1934
 DN0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0880+STABILITY: SURFACE MOTION
 DN0880
 DN0880  HISTORY     - Date     Condition        Report By
 DN0880  HISTORY     - 1934     MONUMENTED       CGS
 DN0880  HISTORY     - 1950     GOOD             NGS
 DN0880  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0880
 DN0880                          STATION DESCRIPTION
 DN0880
 DN0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0880'2.8 MI W FROM NOCONA.
 DN0880'ABOUT 3.8 MILES WEST ALONG THE M.K.T. RAILROAD FROM THE STATION IN
 DN0880'NOCONA, MONTAGUE COUNTY, AT A ROAD CROSSING, 40 FEET EAST OF THE
 DN0880'CENTERLINE OF THE TRACKS AND A CATTLE-GUARD, 20 FEET SOUTH OF THE
 DN0880'CENTERLINE OF THE DIRT ROAD AND IN A FENCE CORNER, 3 FEET SOUTH OF THE
 DN0880'FENCE.  THE MARK PROJECTS ABOUT 1 FOOT.  REACHED FROM NOCONA BY GOING
 DN0880'WEST ON WEST PINE STREET WHICH IS THE FIRST STREET NORTH OF THE POST
 DN0880'OFFICE, FOLLOWING THE MAIN ROAD WEST 4.2 MILES TO THE CROSSING AND THE
 DN0880'MARK.
 DN0880
 DN0880                          STATION RECOVERY (1996)
 DN0880
 DN0880'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0619 ***********************************************************************
 DN0619  DESIGNATION -  X 246 RESET 1960
 DN0619  PID         -  DN0619
 DN0619  STATE/COUNTY-  TX/DENTON
 DN0619  USGS QUAD   -  JUSTIN (1978)
 DN0619
 DN0619                         *CURRENT SURVEY CONTROL
 DN0619  ___________________________________________________________________
 DN0619* NAD 83(1986)-  33 02 56.     (N)    097 18 05.     (W)     SCALED    
 DN0619* NAVD 88     -       206.37   (meters)     677.1    (feet)  RESET     
 DN0619  ___________________________________________________________________
 DN0619  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DN0619
 DN0619  VERT ORDER  -  THIRD
 DN0619
 DN0619.The horizontal coordinates were scaled from a topographic map and have
 DN0619.an estimated accuracy of +/- 6 seconds.
 DN0619
 DN0619.The orthometric height was computed from unverified reset data.
 DN0619
 DN0619.The geoid height was determined by GEOID03.
 DN0619
 DN0619;                    North         East    Units  Estimated Accuracy
 DN0619;SPC TXNC     - 2,153,910.      711,940.      MT  (+/- 180 meters Scaled)
 DN0619
 DN0619                          SUPERSEDED SURVEY CONTROL
 DN0619
 DN0619.No superseded survey control is available for this station.
 DN0619
 DN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB585579(NAD 83)
 DN0619_MARKER: DB = BENCH MARK DISK
 DN0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0619_STAMPING: X 246 RESET 1960
 DN0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0619+STABILITY: SURFACE MOTION
 DN0619
 DN0619  HISTORY     - Date     Condition        Report By
 DN0619  HISTORY     - 1960     MONUMENTED       CGS
 DN0619  HISTORY     - 19920907 GOOD             USPSQD
 DN0619  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0619  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0619
 DN0619                          STATION DESCRIPTION
 DN0619
 DN0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DN0619'2.7 MI S FROM JUSTIN.
 DN0619'ABOUT 2.7 MILES SOUTH ALONG THE G.C. AND S.F. R.R. AND F.M. ROAD 156,
 DN0619'01.5 MILES NORTH OF THE HIGHWAY INTERSECTION AND OVERPASS OF STATE
 DN0619'HIGHWAY NO. 114, AT A PRIVATE ROAD CROSSING THE RAILROAD AND LEADING
 DN0619'TO A FARM HOUSE ABOUT 0.2 MILE EAST OF THE HIGHWAY.  IT IS 6 FEET
 DN0619'SOUTH OF A TELEGRAPH POLE, 13 YARDS SOUTH OF THE CENTERLINE OF THE
 DN0619'PRIVATE ROAD, 13 YARDS WEST OF THE WEST RAIL OF THE RAILROAD AND 13
 DN0619'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK STAMPED
 DN0619'X 246 RESET 1960 IN A CONCRETE POST ABOUT FLUSH WITH THE SURFACE OF
 DN0619'THE GROUND.
 DN0619
 DN0619                          STATION RECOVERY (1992)
 DN0619
 DN0619'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0619'RECOVERED IN GOOD CONDITION.
 DN0619
 DN0619                          STATION RECOVERY (1998)
 DN0619
 DN0619'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0619'MARK NOT FOUND.
 DN0619
 DN0619                          STATION RECOVERY (2005)
 DN0619
 DN0619'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1253 ***********************************************************************
 BY1253  DESIGNATION -  X 248
 BY1253  PID         -  BY1253
 BY1253  STATE/COUNTY-  TX/CHEROKEE
 BY1253  USGS QUAD   -  TODD CITY (1982)
 BY1253
 BY1253                         *CURRENT SURVEY CONTROL
 BY1253  ___________________________________________________________________
 BY1253* NAD 83(1986)-  31 54 57.     (N)    095 22 40.     (W)     SCALED    
 BY1253* NAVD 88     -       135.298  (meters)     443.89   (feet)  ADJUSTED  
 BY1253  ___________________________________________________________________
 BY1253  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1253  DYNAMIC HT  -         135.136 (meters)     443.36  (feet)  COMP
 BY1253  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BY1253
 BY1253  VERT ORDER  -  FIRST     CLASS II
 BY1253
 BY1253.The horizontal coordinates were scaled from a topographic map and have
 BY1253.an estimated accuracy of +/- 6 seconds.
 BY1253
 BY1253.The orthometric height was determined by differential leveling
 BY1253.and adjusted by the National Geodetic Survey in June 1991..
 BY1253
 BY1253.The geoid height was determined by GEOID03.
 BY1253
 BY1253.The dynamic height is computed by dividing the NAVD 88
 BY1253.geopotential number by the normal gravity value computed on the
 BY1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1253.degrees latitude (g = 980.6199 gals.).
 BY1253
 BY1253.The modeled gravity was interpolated from observed gravity values.
 BY1253
 BY1253;                    North         East    Units  Estimated Accuracy
 BY1253;SPC TX C     - 3,259,780.    1,168,540.      MT  (+/- 180 meters Scaled)
 BY1253
 BY1253                          SUPERSEDED SURVEY CONTROL
 BY1253
 BY1253  NGVD 29 (??/??/92)  135.314  (m)          443.94   (f) ADJ UNCH    1 2
 BY1253
 BY1253.Superseded values are not recommended for survey control.
 BY1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1253.See file dsdata.txt to determine how the superseded data were derived.
 BY1253
 BY1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR751335(NAD 83)
 BY1253_MARKER: DB = BENCH MARK DISK
 BY1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1253_STAMPING: X 248 1952
 BY1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1253+STABILITY: SURFACE MOTION
 BY1253
 BY1253  HISTORY     - Date     Condition        Report By
 BY1253  HISTORY     - 1952     MONUMENTED       CGS
 BY1253  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1253  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1253
 BY1253                          STATION DESCRIPTION
 BY1253
 BY1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1253'7.85 MI NE FROM NECHES.
 BY1253'7.85 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1253'NECHES, 5 1/2 POLES SOUTHWEST OF MILEPOST 20, 95.6 FEET SOUTH OF THE
 BY1253'CENTER OF THE CROSSING OF AN OILED ROAD AND THE INTERNATIONAL AND
 BY1253'GREAT NORTHERN RAILROAD, 4 RAILS SOUTHWEST OF SEMAPHORE 198, 43.7 FEET
 BY1253'SOUTHEAST OF THE SOUTHEAST RAIL, 43.3 FEET NORTHWEST OF THE CENTER
 BY1253'LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A FENCE, 3 FEET NORTH OF A
 BY1253'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BY1253'FOOT ABOVE THE GROUND.
 BY1253
 BY1253                          STATION RECOVERY (1977)
 BY1253
 BY1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1253'MARK NOT FOUND.
 BY1253
 BY1253                          STATION RECOVERY (1980)
 BY1253
 BY1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2015 ***********************************************************************
 BY2015  DESIGNATION -  X 249
 BY2015  PID         -  BY2015
 BY2015  STATE/COUNTY-  TX/LEON
 BY2015  USGS QUAD   -  KEECHI (1964)
 BY2015
 BY2015                         *CURRENT SURVEY CONTROL
 BY2015  ___________________________________________________________________
 BY2015* NAD 83(1986)-  31 32 29.     (N)    095 55 57.     (W)     SCALED    
 BY2015* NAVD 88     -       107.363  (meters)     352.24   (feet)  ADJUSTED  
 BY2015  ___________________________________________________________________
 BY2015  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BY2015  DYNAMIC HT  -         107.231 (meters)     351.81  (feet)  COMP
 BY2015  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 BY2015
 BY2015  VERT ORDER  -  FIRST     CLASS II
 BY2015
 BY2015.The horizontal coordinates were scaled from a topographic map and have
 BY2015.an estimated accuracy of +/- 6 seconds.
 BY2015
 BY2015.The orthometric height was determined by differential leveling
 BY2015.and adjusted by the National Geodetic Survey in June 1991..
 BY2015
 BY2015.The geoid height was determined by GEOID03.
 BY2015
 BY2015.The dynamic height is computed by dividing the NAVD 88
 BY2015.geopotential number by the normal gravity value computed on the
 BY2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2015.degrees latitude (g = 980.6199 gals.).
 BY2015
 BY2015.The modeled gravity was interpolated from observed gravity values.
 BY2015
 BY2015;                    North         East    Units  Estimated Accuracy
 BY2015;SPC TX C     - 3,216,090.    1,117,770.      MT  (+/- 180 meters Scaled)
 BY2015
 BY2015                          SUPERSEDED SURVEY CONTROL
 BY2015
 BY2015  NGVD 29 (??/??/92)  107.321  (m)          352.10   (f) ADJ UNCH    1 2
 BY2015
 BY2015.Superseded values are not recommended for survey control.
 BY2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2015.See file dsdata.txt to determine how the superseded data were derived.
 BY2015
 BY2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ215933(NAD 83)
 BY2015_MARKER: DB = BENCH MARK DISK
 BY2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2015_STAMPING: X 249 1952
 BY2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2015+STABILITY: SURFACE MOTION
 BY2015
 BY2015  HISTORY     - Date     Condition        Report By
 BY2015  HISTORY     - 1952     MONUMENTED       CGS
 BY2015  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2015
 BY2015                          STATION DESCRIPTION
 BY2015
 BY2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2015'2.2 MI NE FROM KEECHI.
 BY2015'2.2 MILES NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2015'RAILROAD FROM THE STATION SIGN AT KEECHI, 2 POLES NORTHEAST OF
 BY2015'MILEPOST 24-20, 190 FEET EAST OF THE CENTER LINE OF A SAND ROAD, 95.7
 BY2015'FEET WEST OF THE WEST RAIL, 1 FOOT WEST OF A FENCE, 3 FEET SOUTH OF A
 BY2015'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS, 0.3
 BY2015'FOOT ABOVE THE GROUND.
 BY2015
 BY2015                          STATION RECOVERY (1980)
 BY2015
 BY2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0074 ***********************************************************************
 BY0074  DESIGNATION -  X 250 RESET 1958
 BY0074  PID         -  BY0074
 BY0074  STATE/COUNTY-  TX/SHELBY
 BY0074  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY0074
 BY0074                         *CURRENT SURVEY CONTROL
 BY0074  ___________________________________________________________________
 BY0074* NAD 83(1986)-  31 58 06.     (N)    094 06 55.     (W)     SCALED    
 BY0074* NAVD 88     -        81.33   (+/-2cm)     266.8    (feet)  VERTCON   
 BY0074  ___________________________________________________________________
 BY0074  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BY0074
 BY0074  VERT ORDER  -  THIRD (See Below)
 BY0074
 BY0074.The horizontal coordinates were scaled from a topographic map and have
 BY0074.an estimated accuracy of +/- 6 seconds.
 BY0074
 BY0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0074.The vertical order pertains to the NGVD 29 superseded value.
 BY0074
 BY0074.The geoid height was determined by GEOID03.
 BY0074
 BY0074;                    North         East    Units  Estimated Accuracy
 BY0074;SPC TX C     - 3,271,590.    1,287,470.      MT  (+/- 180 meters Scaled)
 BY0074
 BY0074                          SUPERSEDED SURVEY CONTROL
 BY0074
 BY0074  NGVD 29 (??/??/??)   81.38   (m)          267.0    (f) RESET       3  
 BY0074
 BY0074.Superseded values are not recommended for survey control.
 BY0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0074.See file dsdata.txt to determine how the superseded data were derived.
 BY0074
 BY0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR946374(NAD 83)
 BY0074_MARKER: DB = BENCH MARK DISK
 BY0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0074_STAMPING: X 250 RESET 1958
 BY0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0074+STABILITY: SURFACE MOTION
 BY0074
 BY0074  HISTORY     - Date     Condition        Report By
 BY0074  HISTORY     - 1958     MONUMENTED       CGS
 BY0074  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0074
 BY0074                          STATION DESCRIPTION
 BY0074
 BY0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY0074'3.6 MI W FROM JOAQUIN.
 BY0074'ABOUT 3.6 MILES WEST OF THE MAIN STREET INTERSECTION IN JOAQUIN, ALONG
 BY0074'U.S. HIGHWAY NO. 84, 0.6 MILE WEST OF COATES STORE, ABOUT 1 FOOT NORTH
 BY0074'OF THE SOUTH RIGHT-OF-WAY FENCE, 18 INCHES NORTHEAST OF THE FENCE
 BY0074'CORNER WHICH IS ABOUT 100 FEET NORTHEAST OF A FARM HOUSE. IT IS ABOUT
 BY0074'20 FEET NORTHEAST OF A 20 INCH DIAMETER OAK TREE IN THE FARMYARD. A
 BY0074'STANDARD DISK STAMPED X 250 RESET 1958 IN A CONCRETE POST WHICH
 BY0074'PROJECTS ABOUT 4 INCHES.
 BY0074
 BY0074                          STATION RECOVERY (1979)
 BY0074
 BY0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1059 ***********************************************************************
 BY1059  DESIGNATION -  X 251
 BY1059  PID         -  BY1059
 BY1059  STATE/COUNTY-  TX/CHEROKEE
 BY1059  USGS QUAD   -  REKLAW (1973)
 BY1059
 BY1059                         *CURRENT SURVEY CONTROL
 BY1059  ___________________________________________________________________
 BY1059* NAD 83(1986)-  31 51 55.     (N)    094 59 29.     (W)     SCALED    
 BY1059* NAVD 88     -        86.204  (meters)     282.82   (feet)  ADJUSTED  
 BY1059  ___________________________________________________________________
 BY1059  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY1059  DYNAMIC HT  -          86.100 (meters)     282.48  (feet)  COMP
 BY1059  MODELED GRAV-     979,443.0   (mgal)                       NAVD 88
 BY1059
 BY1059  VERT ORDER  -  FIRST     CLASS II
 BY1059
 BY1059.The horizontal coordinates were scaled from a topographic map and have
 BY1059.an estimated accuracy of +/- 6 seconds.
 BY1059
 BY1059.The orthometric height was determined by differential leveling
 BY1059.and adjusted by the National Geodetic Survey in June 1991..
 BY1059
 BY1059.The geoid height was determined by GEOID03.
 BY1059
 BY1059.The dynamic height is computed by dividing the NAVD 88
 BY1059.geopotential number by the normal gravity value computed on the
 BY1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1059.degrees latitude (g = 980.6199 gals.).
 BY1059
 BY1059.The modeled gravity was interpolated from observed gravity values.
 BY1059
 BY1059;                    North         East    Units  Estimated Accuracy
 BY1059;SPC TX C     - 3,255,870.    1,205,320.      MT  (+/- 180 meters Scaled)
 BY1059
 BY1059                          SUPERSEDED SURVEY CONTROL
 BY1059
 BY1059  NGVD 29 (??/??/92)   86.229  (m)          282.90   (f) ADJ UNCH    1 2
 BY1059
 BY1059.Superseded values are not recommended for survey control.
 BY1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1059.See file dsdata.txt to determine how the superseded data were derived.
 BY1059
 BY1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR116272(NAD 83)
 BY1059_MARKER: DB = BENCH MARK DISK
 BY1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1059_STAMPING: X 251 1952
 BY1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1059+STABILITY: SURFACE MOTION
 BY1059
 BY1059  HISTORY     - Date     Condition        Report By
 BY1059  HISTORY     - 1952     MONUMENTED       CGS
 BY1059  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1059  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1059  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1059
 BY1059                          STATION DESCRIPTION
 BY1059
 BY1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1059'0.2 MI NW FROM REKLAW.
 BY1059'0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1059'STATION AT REKLAW, 2 POLES SOUTHEAST OF MILEPOST 183, 3 1/2 RAILS
 BY1059'NORTHWEST OF A CATTLE GUARD, 46 FEET NORTHEAST OF THE NORTHEAST RAIL,
 BY1059'1.6 FEET SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST,
 BY1059'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BY1059'GROUND.
 BY1059
 BY1059                          STATION RECOVERY (1973)
 BY1059
 BY1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1059'MARK NOT FOUND.
 BY1059
 BY1059                          STATION RECOVERY (1979)
 BY1059
 BY1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1059'MARK NOT FOUND.
 BY1059
 BY1059                          STATION RECOVERY (1996)
 BY1059
 BY1059'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1310 ***********************************************************************
 BY1310  DESIGNATION -  X 252
 BY1310  PID         -  BY1310
 BY1310  STATE/COUNTY-  TX/CHEROKEE
 BY1310  USGS QUAD   -  RUSK (1973)
 BY1310
 BY1310                         *CURRENT SURVEY CONTROL
 BY1310  ___________________________________________________________________
 BY1310* NAD 83(1986)-  31 49 44.     (N)    095 08 57.     (W)     SCALED    
 BY1310* NAVD 88     -       215.09   (+/-2cm)     705.7    (feet)  VERTCON   
 BY1310  ___________________________________________________________________
 BY1310  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY1310
 BY1310  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1310
 BY1310.The horizontal coordinates were scaled from a topographic map and have
 BY1310.an estimated accuracy of +/- 6 seconds.
 BY1310
 BY1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1310.The vertical order pertains to the NGVD 29 superseded value.
 BY1310
 BY1310.The geoid height was determined by GEOID03.
 BY1310
 BY1310;                    North         East    Units  Estimated Accuracy
 BY1310;SPC TX C     - 3,251,140.    1,190,590.      MT  (+/- 180 meters Scaled)
 BY1310
 BY1310                          SUPERSEDED SURVEY CONTROL
 BY1310
 BY1310  NGVD 29 (??/??/92)  215.099  (m)          705.70   (f) ADJ UNCH    1 2
 BY1310
 BY1310.Superseded values are not recommended for survey control.
 BY1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1310.See file dsdata.txt to determine how the superseded data were derived.
 BY1310
 BY1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR966234(NAD 83)
 BY1310_MARKER: DB = BENCH MARK DISK
 BY1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1310_STAMPING: X 252 1952
 BY1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1310+STABILITY: SURFACE MOTION
 BY1310
 BY1310  HISTORY     - Date     Condition        Report By
 BY1310  HISTORY     - 1952     MONUMENTED       CGS
 BY1310  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1310  HISTORY     - 20050710 MARK NOT FOUND   USPSQD
 BY1310
 BY1310                          STATION DESCRIPTION
 BY1310
 BY1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1310'2.65 MI N FROM RUSK.
 BY1310'0.75 MILE NORTH ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 110 FROM THE
 BY1310'COURTHOUSE AT RUSK, THENCE 1.9 MILES NORTH ALONG FARM ROAD 854, AT THE
 BY1310'NORTHEAST END OF A CURVE IN THE ROAD, 42 FEET NORTHWEST OF THE CENTER
 BY1310'LINE OF THE FARM ROAD, 60 FEET EAST OF THE CENTER LINE OF A DIRT ROAD
 BY1310'LEADING NORTH, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BY1310'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY1310
 BY1310                          STATION RECOVERY (1996)
 BY1310
 BY1310'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1310'MARK NOT FOUND.
 BY1310
 BY1310                          STATION RECOVERY (2005)
 BY1310
 BY1310'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0294 ***********************************************************************
 GK0294  DESIGNATION -  X 253
 GK0294  PID         -  GK0294
 GK0294  STATE/COUNTY-  TX/HANSFORD
 GK0294  USGS QUAD   -  KIMBALL (1974)
 GK0294
 GK0294                         *CURRENT SURVEY CONTROL
 GK0294  ___________________________________________________________________
 GK0294* NAD 83(1986)-  36 21 07.     (N)    101 22 29.     (W)     SCALED    
 GK0294* NAVD 88     -       959.817  (meters)    3149.00   (feet)  ADJUSTED  
 GK0294  ___________________________________________________________________
 GK0294  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0294  DYNAMIC HT  -         958.791 (meters)    3145.63  (feet)  COMP
 GK0294  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 GK0294
 GK0294  VERT ORDER  -  SECOND    CLASS 0
 GK0294
 GK0294.The horizontal coordinates were scaled from a topographic map and have
 GK0294.an estimated accuracy of +/- 6 seconds.
 GK0294
 GK0294.The orthometric height was determined by differential leveling
 GK0294.and adjusted by the National Geodetic Survey in June 1991..
 GK0294
 GK0294.The geoid height was determined by GEOID03.
 GK0294
 GK0294.The dynamic height is computed by dividing the NAVD 88
 GK0294.geopotential number by the normal gravity value computed on the
 GK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0294.degrees latitude (g = 980.6199 gals.).
 GK0294
 GK0294.The modeled gravity was interpolated from observed gravity values.
 GK0294
 GK0294;                    North         East    Units  Estimated Accuracy
 GK0294;SPC TX N     - 1,260,940.      211,250.      MT  (+/- 180 meters Scaled)
 GK0294
 GK0294                          SUPERSEDED SURVEY CONTROL
 GK0294
 GK0294  NGVD 29 (??/??/92)  959.364  (m)         3147.51   (f) ADJ UNCH    2 0
 GK0294
 GK0294.Superseded values are not recommended for survey control.
 GK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0294.See file dsdata.txt to determine how the superseded data were derived.
 GK0294
 GK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF869256(NAD 83)
 GK0294_MARKER: DB = BENCH MARK DISK
 GK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0294_STAMPING: X-253 1934
 GK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0294+STABILITY: SURFACE MOTION
 GK0294
 GK0294  HISTORY     - Date     Condition        Report By
 GK0294  HISTORY     - 1934     MONUMENTED       CGS
 GK0294
 GK0294                          STATION DESCRIPTION
 GK0294
 GK0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0294'6.7 MI NE FROM GRUVER.
 GK0294'6.7 MILES NORTHEAST OF C.RI. AND G. RR.STATION AT GRUVER 33 FEET
 GK0294'SOUTHEAST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY
 GK0294'TRACK. 5 POLES NORTHEAST OF MILE POLE 97.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0045 ***********************************************************************
 GK0045  DESIGNATION -  X 255
 GK0045  PID         -  GK0045
 GK0045  STATE/COUNTY-  TX/LIPSCOMB
 GK0045  USGS QUAD   -  GAYLORD (1972)
 GK0045
 GK0045                         *CURRENT SURVEY CONTROL
 GK0045  ___________________________________________________________________
 GK0045* NAD 83(1986)-  36 26 30.     (N)    100 26 34.     (W)     SCALED    
 GK0045* NAVD 88     -       856.179  (meters)    2808.98   (feet)  ADJUSTED  
 GK0045  ___________________________________________________________________
 GK0045  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GK0045  DYNAMIC HT  -         855.300 (meters)    2806.10  (feet)  COMP
 GK0045  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 GK0045
 GK0045  VERT ORDER  -  SECOND    CLASS 0
 GK0045
 GK0045.The horizontal coordinates were scaled from a topographic map and have
 GK0045.an estimated accuracy of +/- 6 seconds.
 GK0045
 GK0045.The orthometric height was determined by differential leveling
 GK0045.and adjusted by the National Geodetic Survey in June 1991..
 GK0045
 GK0045.The geoid height was determined by GEOID03.
 GK0045
 GK0045.The dynamic height is computed by dividing the NAVD 88
 GK0045.geopotential number by the normal gravity value computed on the
 GK0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0045.degrees latitude (g = 980.6199 gals.).
 GK0045
 GK0045.The modeled gravity was interpolated from observed gravity values.
 GK0045
 GK0045;                    North         East    Units  Estimated Accuracy
 GK0045;SPC TX N     - 1,271,400.      294,790.      MT  (+/- 180 meters Scaled)
 GK0045
 GK0045                          SUPERSEDED SURVEY CONTROL
 GK0045
 GK0045  NGVD 29 (??/??/92)  855.820  (m)         2807.80   (f) ADJ UNCH    2 0
 GK0045
 GK0045.Superseded values are not recommended for survey control.
 GK0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0045.See file dsdata.txt to determine how the superseded data were derived.
 GK0045
 GK0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF706339(NAD 83)
 GK0045_MARKER: DB = BENCH MARK DISK
 GK0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0045_STAMPING: X-255 1934
 GK0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0045+STABILITY: SURFACE MOTION
 GK0045
 GK0045  HISTORY     - Date     Condition        Report By
 GK0045  HISTORY     - 1934     MONUMENTED       CGS
 GK0045  HISTORY     - 1972     POOR             USGS
 GK0045
 GK0045                          STATION DESCRIPTION
 GK0045
 GK0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0045'5.6 MI E FROM BOOKER.
 GK0045'5.6 MILES EAST OF BOOKER P. AND SF. RR. STATION 0.2 MILE EAST OF
 GK0045'MILEPOST 37, 81 FEET SOUTH OF NEAREST RAIL OF PANHANDLE AND SANTA FE
 GK0045'MAIN TRACK, 66 FEET SOUTH OF GAYLORD SIDING STATION SIGN, ON FENCE
 GK0045'LINE.
 GK0045
 GK0045                          STATION RECOVERY (1972)
 GK0045
 GK0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0045'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0626 ***********************************************************************
 FL0626  DESIGNATION -  X 256 RESET 1947
 FL0626  PID         -  FL0626
 FL0626  STATE/COUNTY-  TX/GRAY
 FL0626  USGS QUAD   -  PAMPA NE (1972)
 FL0626
 FL0626                         *CURRENT SURVEY CONTROL
 FL0626  ___________________________________________________________________
 FL0626* NAD 83(1986)-  35 37 32.     (N)    100 47 09.     (W)     SCALED    
 FL0626* NAVD 88     -       890.78   (meters)    2922.5    (feet)  RESET     
 FL0626  ___________________________________________________________________
 FL0626  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 FL0626
 FL0626  VERT ORDER  -  THIRD
 FL0626
 FL0626.The horizontal coordinates were scaled from a topographic map and have
 FL0626.an estimated accuracy of +/- 6 seconds.
 FL0626
 FL0626.The orthometric height was computed from unverified reset data.
 FL0626
 FL0626.The geoid height was determined by GEOID03.
 FL0626
 FL0626;                    North         East    Units  Estimated Accuracy
 FL0626;SPC TX N     - 1,180,570.      264,690.      MT  (+/- 180 meters Scaled)
 FL0626
 FL0626                          SUPERSEDED SURVEY CONTROL
 FL0626
 FL0626.No superseded survey control is available for this station.
 FL0626
 FL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE382438(NAD 83)
 FL0626_MARKER: DB = BENCH MARK DISK
 FL0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0626_STAMPING: X 256 RESET 1947
 FL0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0626+STABILITY: SURFACE MOTION
 FL0626
 FL0626  HISTORY     - Date     Condition        Report By
 FL0626  HISTORY     - 1947     MONUMENTED       CGS
 FL0626
 FL0626                          STATION DESCRIPTION
 FL0626
 FL0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FL0626'4.4 MI NE FROM HOOVER.
 FL0626'ABOUT 4.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL0626'FROM THE STATION AT HOOVER, GRAY COUNTY, ABOUT 250 FEET NORTHEAST OF
 FL0626'MILEPOST 487, AND 41 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK. A
 FL0626'STANDARD DISK, STAMPED X 256 RESET 1947 AND SET IN THE TOP OF A
 FL0626'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0018 ***********************************************************************
 BZ0018  DESIGNATION -  X 257
 BZ0018  PID         -  BZ0018
 BZ0018  STATE/COUNTY-  TX/LIMESTONE
 BZ0018  USGS QUAD   -  FALLON (1982)
 BZ0018
 BZ0018                         *CURRENT SURVEY CONTROL
 BZ0018  ___________________________________________________________________
 BZ0018* NAD 83(1986)-  31 33 43.     (N)    096 23 14.     (W)     SCALED    
 BZ0018* NAVD 88     -       154.893  (meters)     508.18   (feet)  ADJUSTED  
 BZ0018  ___________________________________________________________________
 BZ0018  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0018  DYNAMIC HT  -         154.706 (meters)     507.56  (feet)  COMP
 BZ0018  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BZ0018
 BZ0018  VERT ORDER  -  FIRST     CLASS II
 BZ0018
 BZ0018.The horizontal coordinates were scaled from a topographic map and have
 BZ0018.an estimated accuracy of +/- 6 seconds.
 BZ0018
 BZ0018.The orthometric height was determined by differential leveling
 BZ0018.and adjusted by the National Geodetic Survey in June 1991..
 BZ0018
 BZ0018.The geoid height was determined by GEOID03.
 BZ0018
 BZ0018.The dynamic height is computed by dividing the NAVD 88
 BZ0018.geopotential number by the normal gravity value computed on the
 BZ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0018.degrees latitude (g = 980.6199 gals.).
 BZ0018
 BZ0018.The modeled gravity was interpolated from observed gravity values.
 BZ0018
 BZ0018;                    North         East    Units  Estimated Accuracy
 BZ0018;SPC TX C     - 3,216,750.    1,074,540.      MT  (+/- 180 meters Scaled)
 BZ0018
 BZ0018                          SUPERSEDED SURVEY CONTROL
 BZ0018
 BZ0018  NGVD 29 (??/??/92)  154.865  (m)          508.09   (f) ADJ UNCH    1 2
 BZ0018
 BZ0018.Superseded values are not recommended for survey control.
 BZ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0018.See file dsdata.txt to determine how the superseded data were derived.
 BZ0018
 BZ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV479948(NAD 83)
 BZ0018_MARKER: DB = BENCH MARK DISK
 BZ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0018_STAMPING: X 257 1952
 BZ0018_PROJECTION: PROJECTING 6 CENTIMETERS
 BZ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0018+STABILITY: SURFACE MOTION
 BZ0018
 BZ0018  HISTORY     - Date     Condition        Report By
 BZ0018  HISTORY     - 1952     MONUMENTED       CGS
 BZ0018  HISTORY     - 1980     GOOD             NGS
 BZ0018
 BZ0018                          STATION DESCRIPTION
 BZ0018
 BZ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0018'5.35 MI SE FROM SHILOH.
 BZ0018'5.35 MILES SOUTHEAST ALONG FARM ROAD 39 FROM ITS JUNCTION WITH A
 BZ0018'GRAVELED ROAD AT SHILOH, AT THE SOUTHEAST END OF A LONG FILL, 81 FEET
 BZ0018'NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 40.8 FEET NORTH OF A 6
 BZ0018'INCH TRIANGULAR BLAZED OAK TREE, 26.6 FEET SOUTHWEST OF A 16 INCH
 BZ0018'TRIANGULAR BLAZED OAK TREE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN
 BZ0018'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BZ0018
 BZ0018                          STATION RECOVERY (1980)
 BZ0018
 BZ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0018'8.2 KM. (5.1 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0018'STATE HIGHWAY 164 IN PERSONVILLE, AT THE SOUTHEAST END OF A LONG FILL,
 BZ0018'IN A WOODED AREA, 76.2 M. (250 FT.) SOUTHEAST OF THE CENTERLINE OF A
 BZ0018'DIRT ROAD LEADING NORTHEAST, 76.2 M. (250 FT.) NORTHWEST OF THE
 BZ0018'EXTENDED CENTERLINE OF A DIRT ROAD LEADING SOUTHWEST, 24.7 M.
 BZ0018'(81.0 FT.) NORTHEAST OF THE CENTERLINE OF THE FARM ROAD.
 BZ0018'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 BZ0018'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0556 ***********************************************************************
 BZ0556  DESIGNATION -  X 258
 BZ0556  PID         -  BZ0556
 BZ0556  STATE/COUNTY-  TX/HILL
 BZ0556  USGS QUAD   -  MALONE (1978)
 BZ0556
 BZ0556                         *CURRENT SURVEY CONTROL
 BZ0556  ___________________________________________________________________
 BZ0556* NAD 83(1986)-  31 55 28.     (N)    096 54 38.     (W)     SCALED    
 BZ0556* NAVD 88     -       154.747  (meters)     507.70   (feet)  ADJUSTED  
 BZ0556  ___________________________________________________________________
 BZ0556  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BZ0556  DYNAMIC HT  -         154.559 (meters)     507.08  (feet)  COMP
 BZ0556  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 BZ0556
 BZ0556  VERT ORDER  -  FIRST     CLASS II
 BZ0556
 BZ0556.The horizontal coordinates were scaled from a topographic map and have
 BZ0556.an estimated accuracy of +/- 6 seconds.
 BZ0556
 BZ0556.The orthometric height was determined by differential leveling
 BZ0556.and adjusted by the National Geodetic Survey in June 1991..
 BZ0556
 BZ0556.The geoid height was determined by GEOID03.
 BZ0556
 BZ0556.The dynamic height is computed by dividing the NAVD 88
 BZ0556.geopotential number by the normal gravity value computed on the
 BZ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0556.degrees latitude (g = 980.6199 gals.).
 BZ0556
 BZ0556.The modeled gravity was interpolated from observed gravity values.
 BZ0556
 BZ0556;                    North         East    Units  Estimated Accuracy
 BZ0556;SPC TXNC     - 2,029,720.      750,320.      MT  (+/- 180 meters Scaled)
 BZ0556
 BZ0556                          SUPERSEDED SURVEY CONTROL
 BZ0556
 BZ0556  NGVD 29 (??/??/92)  154.728  (m)          507.64   (f) ADJ UNCH    1 2
 BZ0556
 BZ0556.Superseded values are not recommended for survey control.
 BZ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0556.See file dsdata.txt to determine how the superseded data were derived.
 BZ0556
 BZ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA975339(NAD 83)
 BZ0556_MARKER: DB = BENCH MARK DISK
 BZ0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0556_SP_SET: CULVERT
 BZ0556_STAMPING: X 258 1952
 BZ0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0556
 BZ0556  HISTORY     - Date     Condition        Report By
 BZ0556  HISTORY     - 1952     MONUMENTED       CGS
 BZ0556  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0556  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0556  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0556
 BZ0556                          STATION DESCRIPTION
 BZ0556
 BZ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0556'1.0 MI NW FROM MALONE.
 BZ0556'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 171 FROM THE WATER TOWER AT
 BZ0556'MALONE, 22 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BZ0556'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A CONCRETE
 BZ0556'CULVERT.
 BZ0556
 BZ0556                          STATION RECOVERY (1980)
 BZ0556
 BZ0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0556'MARK NOT FOUND.
 BZ0556
 BZ0556                          STATION RECOVERY (1999)
 BZ0556
 BZ0556'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0556'MARK NOT FOUND.
 BZ0556
 BZ0556                          STATION RECOVERY (2003)
 BZ0556
 BZ0556'RECOVERY NOTE BY US POWER SQUADRON 2003 (WH)
 BZ0556'STATE HIGHWAY DEPARTMENT HAS WIDEND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0581 ***********************************************************************
 GK0581  DESIGNATION -  X 259
 GK0581  PID         -  GK0581
 GK0581  STATE/COUNTY-  TX/SHERMAN
 GK0581  USGS QUAD   -  PLEASURE POND (1974)
 GK0581
 GK0581                         *CURRENT SURVEY CONTROL
 GK0581  ___________________________________________________________________
 GK0581* NAD 83(1986)-  36 08 20.     (N)    101 45 07.     (W)     SCALED    
 GK0581* NAVD 88     -      1054.869  (meters)    3460.85   (feet)  ADJUSTED  
 GK0581  ___________________________________________________________________
 GK0581  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 GK0581  DYNAMIC HT  -        1053.692 (meters)    3456.99  (feet)  COMP
 GK0581  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 GK0581
 GK0581  VERT ORDER  -  SECOND    CLASS 0
 GK0581
 GK0581.The horizontal coordinates were scaled from a topographic map and have
 GK0581.an estimated accuracy of +/- 6 seconds.
 GK0581
 GK0581.The orthometric height was determined by differential leveling
 GK0581.and adjusted by the National Geodetic Survey in June 1991..
 GK0581
 GK0581.The geoid height was determined by GEOID03.
 GK0581
 GK0581.The dynamic height is computed by dividing the NAVD 88
 GK0581.geopotential number by the normal gravity value computed on the
 GK0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0581.degrees latitude (g = 980.6199 gals.).
 GK0581
 GK0581.The modeled gravity was interpolated from observed gravity values.
 GK0581
 GK0581;                    North         East    Units  Estimated Accuracy
 GK0581;SPC TX N     - 1,237,320.      177,320.      MT  (+/- 180 meters Scaled)
 GK0581
 GK0581                          SUPERSEDED SURVEY CONTROL
 GK0581
 GK0581  NGVD 29 (??/??/92) 1054.375  (m)         3459.23   (f) ADJ UNCH    2 0
 GK0581
 GK0581.Superseded values are not recommended for survey control.
 GK0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0581.See file dsdata.txt to determine how the superseded data were derived.
 GK0581
 GK0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF523028(NAD 83)
 GK0581_MARKER: DB = BENCH MARK DISK
 GK0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0581_SP_SET: CULVERT
 GK0581_STAMPING: X 259 1952
 GK0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0581
 GK0581  HISTORY     - Date     Condition        Report By
 GK0581  HISTORY     - 1952     MONUMENTED       CGS
 GK0581
 GK0581                          STATION DESCRIPTION
 GK0581
 GK0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0581'12.3 MI NE FROM SUNRAY.
 GK0581'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0581'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 4.3 MILES EAST ALONG FARM
 GK0581'ROAD 1573, 59 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 GK0581'NORTH, 15 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, SET IN THE
 GK0581'TOP OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0143 ***********************************************************************
 BP0143  DESIGNATION -  X 26
 BP0143  PID         -  BP0143
 BP0143  STATE/COUNTY-  TX/PECOS
 BP0143  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0143
 BP0143                         *CURRENT SURVEY CONTROL
 BP0143  ___________________________________________________________________
 BP0143* NAD 83(1986)-  30 08 08.     (N)    102 34 33.     (W)     SCALED    
 BP0143* NAVD 88     -       982.207  (meters)    3222.46   (feet)  ADJUSTED  
 BP0143  ___________________________________________________________________
 BP0143  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BP0143  DYNAMIC HT  -         980.664 (meters)    3217.40  (feet)  COMP
 BP0143  MODELED GRAV-     979,037.6   (mgal)                       NAVD 88
 BP0143
 BP0143  VERT ORDER  -  FIRST     CLASS II
 BP0143
 BP0143.The horizontal coordinates were scaled from a topographic map and have
 BP0143.an estimated accuracy of +/- 6 seconds.
 BP0143
 BP0143.The orthometric height was determined by differential leveling
 BP0143.and adjusted by the National Geodetic Survey in June 1991..
 BP0143.WARNING-Repeat measurements at this control monument indicate possible
 BP0143.vertical movement.
 BP0143
 BP0143.The geoid height was determined by GEOID03.
 BP0143
 BP0143.The dynamic height is computed by dividing the NAVD 88
 BP0143.geopotential number by the normal gravity value computed on the
 BP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0143.degrees latitude (g = 980.6199 gals.).
 BP0143
 BP0143.The modeled gravity was interpolated from observed gravity values.
 BP0143
 BP0143;                    North         East    Units  Estimated Accuracy
 BP0143;SPC TX C     - 3,054,160.      483,940.      MT  (+/- 180 meters Scaled)
 BP0143
 BP0143                          SUPERSEDED SURVEY CONTROL
 BP0143
 BP0143  NGVD 29 (??/??/92)  981.897  (m)         3221.44   (f) ADJ UNCH    1 2
 BP0143
 BP0143.Superseded values are not recommended for survey control.
 BP0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0143.See file dsdata.txt to determine how the superseded data were derived.
 BP0143
 BP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP335362(NAD 83)
 BP0143_MARKER: DB = BENCH MARK DISK
 BP0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0143_STAMPING: X 26 1917 ELEV. 3221.539 FT.
 BP0143_MARK LOGO: CGS   
 BP0143_PROJECTION: PROJECTING 15 CENTIMETERS
 BP0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0143+STABILITY: SURFACE MOTION
 BP0143
 BP0143  HISTORY     - Date     Condition        Report By
 BP0143  HISTORY     - 1917     MONUMENTED       CGS
 BP0143  HISTORY     - 1957     GOOD             NGS
 BP0143  HISTORY     - 1981     GOOD             NGS
 BP0143
 BP0143                          STATION DESCRIPTION
 BP0143
 BP0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0143'4.15 MI SE FROM LONGFELLOW.
 BP0143'ABOUT 4.15 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS FROM THE
 BP0143'SECTION FOREMANS HOUSE AT LONGFELLOW, 45 1/2 SOUTH-SOUTHEAST OF
 BP0143'MILEPOST 528, 90 FEET SOUTH OF THE SOUTH RAIL, ABOUT 0.5 MILE WEST OF
 BP0143'THE TERRELL-PECOS COUNTY LINE, 6 1/2 FEET NORTH OF A FENCE, 1 FOOT
 BP0143'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL
 BP0143'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BP0143
 BP0143                          STATION RECOVERY (1981)
 BP0143
 BP0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0143'18.1 KM (11.25 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0143'THE RAILROAD STATION IN SANDERSON, 0.2 KM (0.1 MI) WEST OF RAILROAD
 BP0143'SIGNAL NUMBER 5278, 0.9 KM (0.55 MI) WEST OF THE PECOS-TERRELL COUNTY
 BP0143'LINE, 74.1 METERS (243.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S.
 BP0143'HIGHWAY 90, 27.6 METERS (90.6 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL,
 BP0143'25.8 METERS (84.6 FT) WEST-SOUTHWEST OF MILEPOST 528 AND 2.0 METERS
 BP0143'(6.6 FT) NORTH-NORTHEAST OF A FENCE.
 BP0143'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BP0143'THE MARK IS 0.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0464 ***********************************************************************
 GK0464  DESIGNATION -  X 260
 GK0464  PID         -  GK0464
 GK0464  STATE/COUNTY-  TX/SHERMAN
 GK0464  USGS QUAD   -  COLDWATER CREEK (1974)
 GK0464
 GK0464                         *CURRENT SURVEY CONTROL
 GK0464  ___________________________________________________________________
 GK0464* NAD 83(1986)-  36 19 39.     (N)    101 41 48.     (W)     SCALED    
 GK0464* NAVD 88     -      1041.635  (meters)    3417.43   (feet)  ADJUSTED  
 GK0464  ___________________________________________________________________
 GK0464  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 GK0464  DYNAMIC HT  -        1040.497 (meters)    3413.70  (feet)  COMP
 GK0464  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 GK0464
 GK0464  VERT ORDER  -  SECOND    CLASS 0
 GK0464
 GK0464.The horizontal coordinates were scaled from a topographic map and have
 GK0464.an estimated accuracy of +/- 6 seconds.
 GK0464
 GK0464.The orthometric height was determined by differential leveling
 GK0464.and adjusted by the National Geodetic Survey in June 1991..
 GK0464
 GK0464.The geoid height was determined by GEOID03.
 GK0464
 GK0464.The dynamic height is computed by dividing the NAVD 88
 GK0464.geopotential number by the normal gravity value computed on the
 GK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0464.degrees latitude (g = 980.6199 gals.).
 GK0464
 GK0464.The modeled gravity was interpolated from observed gravity values.
 GK0464
 GK0464;                    North         East    Units  Estimated Accuracy
 GK0464;SPC TX N     - 1,258,240.      182,340.      MT  (+/- 180 meters Scaled)
 GK0464
 GK0464                          SUPERSEDED SURVEY CONTROL
 GK0464
 GK0464  NGVD 29 (??/??/92) 1041.166  (m)         3415.89   (f) ADJ UNCH    2 0
 GK0464
 GK0464.Superseded values are not recommended for survey control.
 GK0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0464.See file dsdata.txt to determine how the superseded data were derived.
 GK0464
 GK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF579236(NAD 83)
 GK0464_MARKER: DB = BENCH MARK DISK
 GK0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0464_STAMPING: X 260 1952
 GK0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0464+STABILITY: SURFACE MOTION
 GK0464
 GK0464  HISTORY     - Date     Condition        Report By
 GK0464  HISTORY     - 1952     MONUMENTED       CGS
 GK0464
 GK0464                          STATION DESCRIPTION
 GK0464
 GK0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0464'21.2 MI E FROM STRATFORD.
 GK0464'21.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0464'PACIFIC RAILROAD STATION AT STRATFORD, 49 FEET SOUTH OF THE CENTER
 GK0464'LINE OF THE FARM ROAD, 8 FEET WEST OF A FENCE LEADING SOUTH, 17 FEET
 GK0464'WEST OF THE CENTER OF A WIRE GATE, 1 FOOT NORTH OF AN EAST AND WEST
 GK0464'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GK0464'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0712 ***********************************************************************
 CT0712  DESIGNATION -  X 261
 CT0712  PID         -  CT0712
 CT0712  STATE/COUNTY-  TX/JONES
 CT0712  USGS QUAD   -  HAWLEY (1987)
 CT0712
 CT0712                         *CURRENT SURVEY CONTROL
 CT0712  ___________________________________________________________________
 CT0712* NAD 83(1986)-  32 35 35.     (N)    099 48 15.     (W)     SCALED    
 CT0712* NAVD 88     -       497.765  (meters)    1633.08   (feet)  ADJUSTED  
 CT0712  ___________________________________________________________________
 CT0712  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CT0712  DYNAMIC HT  -         497.123 (meters)    1630.98  (feet)  COMP
 CT0712  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 CT0712
 CT0712  VERT ORDER  -  SECOND    CLASS 0
 CT0712
 CT0712.The horizontal coordinates were scaled from a topographic map and have
 CT0712.an estimated accuracy of +/- 6 seconds.
 CT0712
 CT0712.The orthometric height was determined by differential leveling
 CT0712.and adjusted by the National Geodetic Survey in June 1991..
 CT0712
 CT0712.The geoid height was determined by GEOID03.
 CT0712
 CT0712.The dynamic height is computed by dividing the NAVD 88
 CT0712.geopotential number by the normal gravity value computed on the
 CT0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0712.degrees latitude (g = 980.6199 gals.).
 CT0712
 CT0712.The modeled gravity was interpolated from observed gravity values.
 CT0712
 CT0712;                    North         East    Units  Estimated Accuracy
 CT0712;SPC TXNC     - 2,103,490.      477,580.      MT  (+/- 180 meters Scaled)
 CT0712
 CT0712                          SUPERSEDED SURVEY CONTROL
 CT0712
 CT0712  NGVD 29 (??/??/92)  497.603  (m)         1632.55   (f) ADJ UNCH    2 0
 CT0712
 CT0712.Superseded values are not recommended for survey control.
 CT0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0712.See file dsdata.txt to determine how the superseded data were derived.
 CT0712
 CT0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB245064(NAD 83)
 CT0712_MARKER: DB = BENCH MARK DISK
 CT0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0712_STAMPING: X 261 1934
 CT0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0712+STABILITY: SURFACE MOTION
 CT0712
 CT0712  HISTORY     - Date     Condition        Report By
 CT0712  HISTORY     - 1934     MONUMENTED       CGS
 CT0712  HISTORY     - 1958     GOOD             NGS
 CT0712
 CT0712                          STATION DESCRIPTION
 CT0712
 CT0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0712'1.7 MI SE FROM HAWLEY.
 CT0712'1.7 MILES SOUTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION
 CT0712'AT HAWLEY, JONES COUNTY, 69 FEET WEST OF MILEPOST 139, AND 51 FEET
 CT0712'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED X 261
 CT0712'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS ALSO 3
 CT0712'FEET WEST OF THE RIGHT OF WAY FENCE AND FLUSH WITH THE TOP OF THE
 CT0712'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0267 ***********************************************************************
 DN0267  DESIGNATION -  X 262
 DN0267  PID         -  DN0267
 DN0267  STATE/COUNTY-  TX/DENTON
 DN0267  USGS QUAD   -  HEBRON (1981)
 DN0267
 DN0267                         *CURRENT SURVEY CONTROL
 DN0267  ___________________________________________________________________
 DN0267* NAD 83(1986)-  33 01 52.     (N)    096 51 47.     (W)     SCALED    
 DN0267* NAVD 88     -       175.333  (meters)     575.24   (feet)  ADJUSTED  
 DN0267  ___________________________________________________________________
 DN0267  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DN0267  DYNAMIC HT  -         175.134 (meters)     574.59  (feet)  COMP
 DN0267  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 DN0267
 DN0267  VERT ORDER  -  SECOND    CLASS 0
 DN0267
 DN0267.The horizontal coordinates were scaled from a topographic map and have
 DN0267.an estimated accuracy of +/- 6 seconds.
 DN0267
 DN0267.The orthometric height was determined by differential leveling
 DN0267.and adjusted by the National Geodetic Survey in June 1991..
 DN0267.WARNING-Repeat measurements at this control monument indicate possible
 DN0267.vertical movement.
 DN0267
 DN0267.The geoid height was determined by GEOID03.
 DN0267
 DN0267.The dynamic height is computed by dividing the NAVD 88
 DN0267.geopotential number by the normal gravity value computed on the
 DN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0267.degrees latitude (g = 980.6199 gals.).
 DN0267
 DN0267.The modeled gravity was interpolated from observed gravity values.
 DN0267
 DN0267;                    North         East    Units  Estimated Accuracy
 DN0267;SPC TXNC     - 2,152,490.      752,900.      MT  (+/- 180 meters Scaled)
 DN0267
 DN0267                          SUPERSEDED SURVEY CONTROL
 DN0267
 DN0267  NGVD 29 (??/??/92)  175.344  (m)          575.27   (f) ADJ UNCH    2 0
 DN0267
 DN0267.Superseded values are not recommended for survey control.
 DN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0267.See file dsdata.txt to determine how the superseded data were derived.
 DN0267
 DN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB995567(NAD 83)
 DN0267_MARKER: DB = BENCH MARK DISK
 DN0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0267_STAMPING: X 262 1934
 DN0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0267+STABILITY: SURFACE MOTION
 DN0267
 DN0267  HISTORY     - Date     Condition        Report By
 DN0267  HISTORY     - 1934     MONUMENTED       CGS
 DN0267  HISTORY     - 1954     GOOD             NGS
 DN0267  HISTORY     - 1960     GOOD             USGS
 DN0267  HISTORY     - 19950709 MARK NOT FOUND   USPSQD
 DN0267  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0267  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0267
 DN0267                          STATION DESCRIPTION
 DN0267
 DN0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0267'0.4 MI N FROM HEBRON.
 DN0267'0.4 MILE NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0267'FROM THE STATION SIGN AT HEBRON, 100 FEET SOUTHEAST OF MILEPOST
 DN0267'694-10, 40 FEET EAST OF THE EAST RAIL, 2.7 FEET WEST OF A TELEPHONE
 DN0267'POLE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DN0267'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DN0267
 DN0267                          STATION RECOVERY (1960)
 DN0267
 DN0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN0267'RECOVERED IN GOOD CONDITION.
 DN0267
 DN0267                          STATION RECOVERY (1995)
 DN0267
 DN0267'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0267'MARK NOT FOUND.
 DN0267
 DN0267                          STATION RECOVERY (1998)
 DN0267
 DN0267'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0267'MARK NOT FOUND.
 DN0267
 DN0267                          STATION RECOVERY (2005)
 DN0267
 DN0267'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0499 ***********************************************************************
 DN0499  DESIGNATION -  X 263
 DN0499  PID         -  DN0499
 DN0499  STATE/COUNTY-  TX/GRAYSON
 DN0499  USGS QUAD   -  DORCHESTER (1974)
 DN0499
 DN0499                         *CURRENT SURVEY CONTROL
 DN0499  ___________________________________________________________________
 DN0499* NAD 83(1986)-  33 34 15.     (N)    096 38 30.     (W)     SCALED    
 DN0499* NAVD 88     -       214.429  (meters)     703.51   (feet)  ADJUSTED  
 DN0499  ___________________________________________________________________
 DN0499  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DN0499  DYNAMIC HT  -         214.199 (meters)     702.75  (feet)  COMP
 DN0499  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 DN0499
 DN0499  VERT ORDER  -  SECOND    CLASS 0
 DN0499
 DN0499.The horizontal coordinates were scaled from a topographic map and have
 DN0499.an estimated accuracy of +/- 6 seconds.
 DN0499
 DN0499.The orthometric height was determined by differential leveling
 DN0499.and adjusted by the National Geodetic Survey in June 1991..
 DN0499
 DN0499.The geoid height was determined by GEOID03.
 DN0499
 DN0499.The dynamic height is computed by dividing the NAVD 88
 DN0499.geopotential number by the normal gravity value computed on the
 DN0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0499.degrees latitude (g = 980.6199 gals.).
 DN0499
 DN0499.The modeled gravity was interpolated from observed gravity values.
 DN0499
 DN0499;                    North         East    Units  Estimated Accuracy
 DN0499;SPC TXNC     - 2,212,680.      772,520.      MT  (+/- 180 meters Scaled)
 DN0499
 DN0499                          SUPERSEDED SURVEY CONTROL
 DN0499
 DN0499  NGVD 29 (??/??/92)  214.405  (m)          703.43   (f) ADJ UNCH    2 0
 DN0499
 DN0499.Superseded values are not recommended for survey control.
 DN0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0499.See file dsdata.txt to determine how the superseded data were derived.
 DN0499
 DN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC189170(NAD 83)
 DN0499_MARKER: DB = BENCH MARK DISK
 DN0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0499_STAMPING: X 263 1934
 DN0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0499+STABILITY: SURFACE MOTION
 DN0499
 DN0499  HISTORY     - Date     Condition        Report By
 DN0499  HISTORY     - 1934     MONUMENTED       CGS
 DN0499  HISTORY     - 1952     GOOD             NGS
 DN0499  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0499
 DN0499                          STATION DESCRIPTION
 DN0499
 DN0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0499'4.3 MI NE FROM DORCHESTER.
 DN0499'4.3 MILES NORTHEAST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0499'RAILROAD FROM THE STATION SIGN AT DORCHESTER, 3 POLES NORTHEAST OF
 DN0499'MILEPOST 653-10, 225 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD
 DN0499'CROSSING, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 62 FEET NORTHWEST
 DN0499'OF THE NORTHWEST CORNER OF A BARN, 15 FEET EAST OF A TELEPHONE POLE, 2
 DN0499'FEET NORTHWEST OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE
 DN0499'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0499
 DN0499                          STATION RECOVERY (1995)
 DN0499
 DN0499'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0188 ***********************************************************************
 DN0188  DESIGNATION -  X 264
 DN0188  PID         -  DN0188
 DN0188  STATE/COUNTY-  TX/COLLIN
 DN0188  USGS QUAD   -  CULLEOKA (1973)
 DN0188
 DN0188                         *CURRENT SURVEY CONTROL
 DN0188  ___________________________________________________________________
 DN0188* NAD 83(1986)-  33 10 19.     (N)    096 25 35.     (W)     SCALED    
 DN0188* NAVD 88     -       147.453  (meters)     483.77   (feet)  ADJUSTED  
 DN0188  ___________________________________________________________________
 DN0188  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN0188  DYNAMIC HT  -         147.293 (meters)     483.24  (feet)  COMP
 DN0188  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 DN0188
 DN0188  VERT ORDER  -  SECOND    CLASS 0
 DN0188
 DN0188.The horizontal coordinates were scaled from a topographic map and have
 DN0188.an estimated accuracy of +/- 6 seconds.
 DN0188
 DN0188.The orthometric height was determined by differential leveling
 DN0188.and adjusted by the National Geodetic Survey in June 1991..
 DN0188
 DN0188.The geoid height was determined by GEOID03.
 DN0188
 DN0188.The dynamic height is computed by dividing the NAVD 88
 DN0188.geopotential number by the normal gravity value computed on the
 DN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0188.degrees latitude (g = 980.6199 gals.).
 DN0188
 DN0188.The modeled gravity was interpolated from observed gravity values.
 DN0188
 DN0188;                    North         East    Units  Estimated Accuracy
 DN0188;SPC TXNC     - 2,168,830.      793,370.      MT  (+/- 180 meters Scaled)
 DN0188
 DN0188                          SUPERSEDED SURVEY CONTROL
 DN0188
 DN0188  NGVD 29 (??/??/92)  147.466  (m)          483.81   (f) ADJ UNCH    2 0
 DN0188
 DN0188.Superseded values are not recommended for survey control.
 DN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0188.See file dsdata.txt to determine how the superseded data were derived.
 DN0188
 DN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB399732(NAD 83)
 DN0188_MARKER: DB = BENCH MARK DISK
 DN0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0188_STAMPING: X 264 1934
 DN0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0188+STABILITY: SURFACE MOTION
 DN0188
 DN0188  HISTORY     - Date     Condition        Report By
 DN0188  HISTORY     - 1934     MONUMENTED       CGS
 DN0188  HISTORY     - 1946     GOOD             NGS
 DN0188  HISTORY     - 1960     MARK NOT FOUND   USGS
 DN0188  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0188  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0188
 DN0188                          STATION DESCRIPTION
 DN0188
 DN0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0188'4.9 MI W FROM FARMERSVILLE.
 DN0188'4.9 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED LOUISIANA
 DN0188'ARKANSAS AND TEXAS RAILWAY FROM THE POST OFFICE AT FARMERSVILLE,
 DN0188'COLLIN COUNTY, 43 FEET SOUTH OF THE CENTERLINE OF THE OLD ROADBED, AND
 DN0188'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED X 264 1934 AND
 DN0188'SET IN THE TOP OF A CONCRETE POST.
 DN0188
 DN0188                          STATION RECOVERY (1960)
 DN0188
 DN0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN0188'MARK NOT FOUND.
 DN0188
 DN0188                          STATION RECOVERY (1994)
 DN0188
 DN0188'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0188'MARK NOT FOUND.
 DN0188
 DN0188                          STATION RECOVERY (2005)
 DN0188
 DN0188'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0708 ***********************************************************************
 CS0708  DESIGNATION -  X 265
 CS0708  PID         -  CS0708
 CS0708  STATE/COUNTY-  TX/ELLIS
 CS0708  USGS QUAD   -  WAXAHACHIE (1978)
 CS0708
 CS0708                         *CURRENT SURVEY CONTROL
 CS0708  ___________________________________________________________________
 CS0708* NAD 83(1986)-  32 24 27.     (N)    096 51 31.     (W)     SCALED    
 CS0708* NAVD 88     -       186.202  (meters)     610.90   (feet)  ADJUSTED  
 CS0708  ___________________________________________________________________
 CS0708  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CS0708  DYNAMIC HT  -         185.982 (meters)     610.18  (feet)  COMP
 CS0708  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 CS0708
 CS0708  VERT ORDER  -  SECOND    CLASS 0
 CS0708
 CS0708.The horizontal coordinates were scaled from a topographic map and have
 CS0708.an estimated accuracy of +/- 6 seconds.
 CS0708
 CS0708.The orthometric height was determined by differential leveling
 CS0708.and adjusted by the National Geodetic Survey in June 1991..
 CS0708
 CS0708.The geoid height was determined by GEOID03.
 CS0708
 CS0708.The dynamic height is computed by dividing the NAVD 88
 CS0708.geopotential number by the normal gravity value computed on the
 CS0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0708.degrees latitude (g = 980.6199 gals.).
 CS0708
 CS0708.The modeled gravity was interpolated from observed gravity values.
 CS0708
 CS0708;                    North         East    Units  Estimated Accuracy
 CS0708;SPC TXNC     - 2,083,360.      754,390.      MT  (+/- 180 meters Scaled)
 CS0708
 CS0708                          SUPERSEDED SURVEY CONTROL
 CS0708
 CS0708  NGVD 29 (??/??/92)  186.193  (m)          610.87   (f) ADJ UNCH    2 0
 CS0708
 CS0708.Superseded values are not recommended for survey control.
 CS0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0708.See file dsdata.txt to determine how the superseded data were derived.
 CS0708
 CS0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA013876(NAD 83)
 CS0708_MARKER: DB = BENCH MARK DISK
 CS0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0708_STAMPING: X 265 1934
 CS0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0708+STABILITY: SURFACE MOTION
 CS0708
 CS0708  HISTORY     - Date     Condition        Report By
 CS0708  HISTORY     - 1934     MONUMENTED       CGS
 CS0708
 CS0708                          STATION DESCRIPTION
 CS0708
 CS0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0708'1.9 MI N FROM WAXAHACHIE.
 CS0708'1.9 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS0708'WAXAHACHIE, ELLIS COUNTY, 188 YARDS SOUTH OF MILEPOST 796, 150 YARDS
 CS0708'SOUTH OF A SMALL CULVERT, AND 3 FEET WEST OF THE FENCE.  A STANDARD
 CS0708'DISK, STAMPED X 265 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2154 ***********************************************************************
 BY2154  DESIGNATION -  X 266
 BY2154  PID         -  BY2154
 BY2154  STATE/COUNTY-  TX/ANDERSON
 BY2154  USGS QUAD   -  BLACKFOOT (1982)
 BY2154
 BY2154                         *CURRENT SURVEY CONTROL
 BY2154  ___________________________________________________________________
 BY2154* NAD 83(1986)-  31 57 28.     (N)    095 45 07.     (W)     SCALED    
 BY2154* NAVD 88     -       139.493  (meters)     457.65   (feet)  ADJUSTED  
 BY2154  ___________________________________________________________________
 BY2154  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BY2154  DYNAMIC HT  -         139.328 (meters)     457.11  (feet)  COMP
 BY2154  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 BY2154
 BY2154  VERT ORDER  -  SECOND    CLASS 0
 BY2154
 BY2154.The horizontal coordinates were scaled from a topographic map and have
 BY2154.an estimated accuracy of +/- 6 seconds.
 BY2154
 BY2154.The orthometric height was determined by differential leveling
 BY2154.and adjusted by the National Geodetic Survey in June 1991..
 BY2154
 BY2154.The geoid height was determined by GEOID03.
 BY2154
 BY2154.The dynamic height is computed by dividing the NAVD 88
 BY2154.geopotential number by the normal gravity value computed on the
 BY2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2154.degrees latitude (g = 980.6199 gals.).
 BY2154
 BY2154.The modeled gravity was interpolated from observed gravity values.
 BY2154
 BY2154;                    North         East    Units  Estimated Accuracy
 BY2154;SPC TX C     - 3,262,910.    1,133,000.      MT  (+/- 180 meters Scaled)
 BY2154
 BY2154                          SUPERSEDED SURVEY CONTROL
 BY2154
 BY2154  NGVD 29 (??/??/92)  139.482  (m)          457.62   (f) ADJ UNCH    2 0
 BY2154
 BY2154.Superseded values are not recommended for survey control.
 BY2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2154.See file dsdata.txt to determine how the superseded data were derived.
 BY2154
 BY2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR399390(NAD 83)
 BY2154_MARKER: DB = BENCH MARK DISK
 BY2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2154_STAMPING: X 266 1934
 BY2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2154+STABILITY: SURFACE MOTION
 BY2154
 BY2154  HISTORY     - Date     Condition        Report By
 BY2154  HISTORY     - 1934     MONUMENTED       CGS
 BY2154
 BY2154                          STATION DESCRIPTION
 BY2154
 BY2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY2154'16.7 MI NW FROM PALESTINE.
 BY2154'16.7 MILES NW OF FROM P.O. AND ALONG STATE HIGHWAY NO. 19 20 YARDS E
 BY2154'OF THE CENTER OF THE HIGHWAY.  6 YARDS N OF THE CENTER OF A COUNTRY
 BY2154'ROAD.  IN FENCE CORNER.  75 YARDS NW OF A COUNTRY STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0355 ***********************************************************************
 CS0355  DESIGNATION -  X 267
 CS0355  PID         -  CS0355
 CS0355  STATE/COUNTY-  TX/KAUFMAN
 CS0355  USGS QUAD   -  KEMP (1981)
 CS0355
 CS0355                         *CURRENT SURVEY CONTROL
 CS0355  ___________________________________________________________________
 CS0355* NAD 83(1986)-  32 28 05.     (N)    096 14 51.     (W)     SCALED    
 CS0355* NAVD 88     -       114.617  (meters)     376.04   (feet)  ADJUSTED  
 CS0355  ___________________________________________________________________
 CS0355  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0355  DYNAMIC HT  -         114.487 (meters)     375.61  (feet)  COMP
 CS0355  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 CS0355
 CS0355  VERT ORDER  -  SECOND    CLASS 0
 CS0355
 CS0355.The horizontal coordinates were scaled from a topographic map and have
 CS0355.an estimated accuracy of +/- 6 seconds.
 CS0355
 CS0355.The orthometric height was determined by differential leveling
 CS0355.and adjusted by the National Geodetic Survey in June 1991..
 CS0355
 CS0355.The geoid height was determined by GEOID03.
 CS0355
 CS0355.The dynamic height is computed by dividing the NAVD 88
 CS0355.geopotential number by the normal gravity value computed on the
 CS0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0355.degrees latitude (g = 980.6199 gals.).
 CS0355
 CS0355.The modeled gravity was interpolated from observed gravity values.
 CS0355
 CS0355;                    North         East    Units  Estimated Accuracy
 CS0355;SPC TXNC     - 2,091,140.      811,730.      MT  (+/- 180 meters Scaled)
 CS0355
 CS0355                          SUPERSEDED SURVEY CONTROL
 CS0355
 CS0355  NGVD 29 (??/??/92)  114.635  (m)          376.10   (f) ADJ UNCH    2 0
 CS0355
 CS0355.Superseded values are not recommended for survey control.
 CS0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0355.See file dsdata.txt to determine how the superseded data were derived.
 CS0355
 CS0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA587956(NAD 83)
 CS0355_MARKER: DB = BENCH MARK DISK
 CS0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0355_STAMPING: X 267 1934
 CS0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0355+STABILITY: SURFACE MOTION
 CS0355
 CS0355  HISTORY     - Date     Condition        Report By
 CS0355  HISTORY     - 1934     MONUMENTED       CGS
 CS0355  HISTORY     - 1942     GOOD             NGS
 CS0355
 CS0355                          STATION DESCRIPTION
 CS0355
 CS0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0355'2.0 MI NW FROM KEMP.
 CS0355'2.0 MILES NW OF AND ALONG THE S.P.R.R. 43 FEET SW OF THE CENTER OF THE
 CS0355'TRACK.  15 YARDS NE OF THE CENTER OF STATE HIGHWAY NO. 40.  10 FEET E
 CS0355'OF MILE POST 274.
 CS0355
 CS0355                          STATION RECOVERY (1942)
 CS0355
 CS0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1738 ***********************************************************************
 CS1738  DESIGNATION -  X 268
 CS1738  PID         -  CS1738
 CS1738  STATE/COUNTY-  TX/TARRANT
 CS1738  USGS QUAD   -  FORT WORTH (1981)
 CS1738
 CS1738                         *CURRENT SURVEY CONTROL
 CS1738  ___________________________________________________________________
 CS1738* NAD 83(1986)-  32 44 46.     (N)    097 19 41.     (W)     SCALED    
 CS1738* NAVD 88     -       191.250  (meters)     627.46   (feet)  ADJUSTED  
 CS1738  ___________________________________________________________________
 CS1738  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS1738  DYNAMIC HT  -         191.026 (meters)     626.72  (feet)  COMP
 CS1738  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 CS1738
 CS1738  VERT ORDER  -  FIRST     CLASS II
 CS1738
 CS1738.The horizontal coordinates were scaled from a topographic map and have
 CS1738.an estimated accuracy of +/- 6 seconds.
 CS1738
 CS1738.The orthometric height was determined by differential leveling
 CS1738.and adjusted by the National Geodetic Survey in June 1991..
 CS1738
 CS1738.The geoid height was determined by GEOID03.
 CS1738
 CS1738.The dynamic height is computed by dividing the NAVD 88
 CS1738.geopotential number by the normal gravity value computed on the
 CS1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1738.degrees latitude (g = 980.6199 gals.).
 CS1738
 CS1738.The modeled gravity was interpolated from observed gravity values.
 CS1738
 CS1738;                    North         East    Units  Estimated Accuracy
 CS1738;SPC TXNC     - 2,120,310.      709,820.      MT  (+/- 180 meters Scaled)
 CS1738
 CS1738                          SUPERSEDED SURVEY CONTROL
 CS1738
 CS1738  NGVD 29 (??/??/92)  191.233  (m)          627.40   (f) ADJ UNCH    1 2
 CS1738
 CS1738.Superseded values are not recommended for survey control.
 CS1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1738.See file dsdata.txt to determine how the superseded data were derived.
 CS1738
 CS1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB566243(NAD 83)
 CS1738_MARKER: DB = BENCH MARK DISK
 CS1738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1738_SP_SET: STEP
 CS1738_STAMPING: X 268 1934
 CS1738_MARK LOGO: CGS   
 CS1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1738+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 CS1738
 CS1738  HISTORY     - Date     Condition        Report By
 CS1738  HISTORY     - 1934     MONUMENTED       CGS
 CS1738  HISTORY     - 1957     GOOD             NGS
 CS1738  HISTORY     - 1966     GOOD             NGS
 CS1738  HISTORY     - 1983     GOOD             NGS
 CS1738  HISTORY     - 1989     GOOD             USPSQD
 CS1738  HISTORY     - 19960301 GOOD             USPSQD
 CS1738  HISTORY     - 20010201 GOOD             USPSQD
 CS1738  HISTORY     - 20020612 GOOD             INDIV
 CS1738
 CS1738                          STATION DESCRIPTION
 CS1738
 CS1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1738'IN FORT WORTH.
 CS1738'THIS MARK IS AT THE U.S. POST OFFICE WHICH IS BETWEEN THROCKMORTEN AND
 CS1738'JENNINGS AT LANCASTER.  THE MARK IS AT THE TOP OF THE STEPS ON THE
 CS1738'NORTH SIDE OF THE EAST ENTRANCE TO THE POST OFFICE AND IS ABOUT 50
 CS1738'FEET NORTH AND ABOVE BENCH MARK L 246.  IT IS 1 FOOT EAST OF THE EAST
 CS1738'WALL.
 CS1738
 CS1738                          STATION RECOVERY (1966)
 CS1738
 CS1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1738'RECOVERED IN GOOD CONDITION.
 CS1738
 CS1738                          STATION RECOVERY (1983)
 CS1738
 CS1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1738'RECOVERED IN GOOD CONDITION.
 CS1738
 CS1738                          STATION RECOVERY (1989)
 CS1738
 CS1738'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1738'RECOVERED IN GOOD CONDITION.
 CS1738
 CS1738                          STATION RECOVERY (1996)
 CS1738
 CS1738'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1738'RECOVERED IN GOOD CONDITION.
 CS1738
 CS1738                          STATION RECOVERY (2001)
 CS1738
 CS1738'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1738'RECOVERED IN GOOD CONDITION.
 CS1738
 CS1738                          STATION RECOVERY (2002)
 CS1738
 CS1738'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1738'GPS N32 44.777 W097 19.725 WGS84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0198 ***********************************************************************
 BZ0198  DESIGNATION -  X 269
 BZ0198  PID         -  BZ0198
 BZ0198  STATE/COUNTY-  TX/FREESTONE
 BZ0198  USGS QUAD   -  KIRVIN (1982)
 BZ0198
 BZ0198                         *CURRENT SURVEY CONTROL
 BZ0198  ___________________________________________________________________
 BZ0198* NAD 83(1986)-  31 51 46.     (N)    096 18 28.     (W)     SCALED    
 BZ0198* NAVD 88     -       109.064  (meters)     357.82   (feet)  ADJUSTED  
 BZ0198  ___________________________________________________________________
 BZ0198  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ0198  DYNAMIC HT  -         108.936 (meters)     357.40  (feet)  COMP
 BZ0198  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 BZ0198
 BZ0198  VERT ORDER  -  SECOND    CLASS 0
 BZ0198
 BZ0198.The horizontal coordinates were scaled from a topographic map and have
 BZ0198.an estimated accuracy of +/- 6 seconds.
 BZ0198
 BZ0198.The orthometric height was determined by differential leveling
 BZ0198.and adjusted by the National Geodetic Survey in June 1991..
 BZ0198
 BZ0198.The geoid height was determined by GEOID03.
 BZ0198
 BZ0198.The dynamic height is computed by dividing the NAVD 88
 BZ0198.geopotential number by the normal gravity value computed on the
 BZ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0198.degrees latitude (g = 980.6199 gals.).
 BZ0198
 BZ0198.The modeled gravity was interpolated from observed gravity values.
 BZ0198
 BZ0198;                    North         East    Units  Estimated Accuracy
 BZ0198;SPC TX C     - 3,250,350.    1,080,870.      MT  (+/- 180 meters Scaled)
 BZ0198
 BZ0198                          SUPERSEDED SURVEY CONTROL
 BZ0198
 BZ0198  NGVD 29 (??/??/92)  109.084  (m)          357.89   (f) ADJ UNCH    2 0
 BZ0198
 BZ0198.Superseded values are not recommended for survey control.
 BZ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0198.See file dsdata.txt to determine how the superseded data were derived.
 BZ0198
 BZ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA547283(NAD 83)
 BZ0198_MARKER: DB = BENCH MARK DISK
 BZ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0198_STAMPING: X 269 1934
 BZ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0198+STABILITY: SURFACE MOTION
 BZ0198
 BZ0198  HISTORY     - Date     Condition        Report By
 BZ0198  HISTORY     - 1934     MONUMENTED       CGS
 BZ0198  HISTORY     - 1947     MARK NOT FOUND   NGS
 BZ0198
 BZ0198                          STATION DESCRIPTION
 BZ0198
 BZ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0198'2.0 MI SE FROM STREETMAN.
 BZ0198'0.4 MILE EAST ALONG A GRAVEL ROAD FROM THE FORT
 BZ0198'WORTH AND DENVER CITY RAILWAY STATION AT STREETMAN, THENCE 1.6 MILES
 BZ0198'SOUTHEAST ALONG U.S. HIGHWAY 75, AT THE TOP OF A LONG HILL, 15 YARDS
 BZ0198'SOUTHEAST (NORTHEAST) OF THE HIGHWAY, 10 FEET NORTH OF A FIELD
 BZ0198'ENTRANCE, AND 3 FEET NORTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0212 ***********************************************************************
 CE0212  DESIGNATION -  X 27
 CE0212  PID         -  CE0212
 CE0212  STATE/COUNTY-  TX/EL PASO
 CE0212  USGS QUAD   -  CANUTILLO (1995)
 CE0212
 CE0212                         *CURRENT SURVEY CONTROL
 CE0212  ___________________________________________________________________
 CE0212* NAD 83(1986)-  31 54 17.     (N)    106 36 01.     (W)     SCALED    
 CE0212* NAVD 88     -      1146.513  (meters)    3761.52   (feet)  ADJUSTED  
 CE0212  ___________________________________________________________________
 CE0212  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CE0212  DYNAMIC HT  -        1144.807 (meters)    3755.92  (feet)  COMP
 CE0212  MODELED GRAV-     979,112.6   (mgal)                       NAVD 88
 CE0212
 CE0212  VERT ORDER  -  FIRST     CLASS II
 CE0212
 CE0212.The horizontal coordinates were scaled from a topographic map and have
 CE0212.an estimated accuracy of +/- 6 seconds.
 CE0212
 CE0212.The orthometric height was determined by differential leveling
 CE0212.and adjusted by the National Geodetic Survey in November 1996..
 CE0212
 CE0212.The geoid height was determined by GEOID03.
 CE0212
 CE0212.The dynamic height is computed by dividing the NAVD 88
 CE0212.geopotential number by the normal gravity value computed on the
 CE0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0212.degrees latitude (g = 980.6199 gals.).
 CE0212
 CE0212.The modeled gravity was interpolated from observed gravity values.
 CE0212
 CE0212;                    North         East    Units  Estimated Accuracy
 CE0212;SPC TX C     - 3,264,810.      107,520.      MT  (+/- 180 meters Scaled)
 CE0212
 CE0212                          SUPERSEDED SURVEY CONTROL
 CE0212
 CE0212  NAVD 88 (06/15/91) 1146.504  (m)         3761.49   (f) UNKNOWN     1 2
 CE0212  NGVD 29 (??/??/92) 1145.989  (m)         3759.80   (f) ADJ UNCH    1 2
 CE0212
 CE0212.Superseded values are not recommended for survey control.
 CE0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0212.See file dsdata.txt to determine how the superseded data were derived.
 CE0212
 CE0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR486309(NAD 83)
 CE0212_MARKER: DB = BENCH MARK DISK
 CE0212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0212_SP_SET: CULVERT HEADWALL
 CE0212_STAMPING: X 27 1952
 CE0212_MARK LOGO: CGS   
 CE0212_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0212+STABILITY: SURFACE MOTION
 CE0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0212+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0212
 CE0212  HISTORY     - Date     Condition        Report By
 CE0212  HISTORY     - 1952     MONUMENTED       CGS
 CE0212  HISTORY     - 1954     GOOD             NGS
 CE0212  HISTORY     - 1981     GOOD             NGS
 CE0212  HISTORY     - 19940418 GOOD             NGS
 CE0212
 CE0212                          STATION DESCRIPTION
 CE0212
 CE0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CE0212'0.7 MI SE FROM CANUTILLO.
 CE0212'0.7 MILE SOUTHEAST ALONG U.S. HIGHWAYS 80 AND 85 FROM THE POST OFFICE
 CE0212'AT CANUTILLO, 205 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CE0212'113 FEET WEST OF THE SOUTHWEST CORNER OF A ROADSIDE PARK, 104 FEET
 CE0212'NORTHEAST OF THE NORTHEAST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CE0212'RAILROAD, 89 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE
 CE0212'PAVEMENT ON THE OLD HIGHWAY, 18 FEET NORTH OF THE CENTER LINE OF AN
 CE0212'ABANDONED ROAD GRADE, 4 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 CE0212'OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 CE0212'ABANDONED ROAD GRADE.
 CE0212
 CE0212                          STATION RECOVERY (1954)
 CE0212
 CE0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0212'RECOVERED IN GOOD CONDITION.
 CE0212
 CE0212                          STATION RECOVERY (1981)
 CE0212
 CE0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0212'THE MARK IS 0.3 M BELOW THE ROAD.
 CE0212'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0212'OFFICE IN CANUTILLO, AT THE INTERSECTION OF H D ROAD, AT A ROAD
 CE0212'SIDE PARK, IN TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE
 CE0212'BOX CULVERT, 62.5 METERS (205.0 FT) WEST OF THE CENTERLINE OF THE
 CE0212'HIGHWAY, 31.7 METERS (104.0 FT) EAST OF THE NEAR RAIL OF THE ATCHISON,
 CE0212'TOPEKA AND SANTA FE RAILROAD, 27.1 METERS (89.0 FT) WEST OF THE
 CE0212'SOUTHWEST EDGE OF THE OLD HIGHWAY, 5.5 METERS (18.0 FT) NORTH OF
 CE0212'THE CENTER OF THE ROAD AND 0.7 METER (2.2 FT) WEST OF THE EAST END
 CE0212'OF THE HEADWALL.
 CE0212
 CE0212                          STATION RECOVERY (1994)
 CE0212
 CE0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0212'1.0 KM (0.60 MI) SOUTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0212'THE POST OFFICE IN CANUTILLO, IN TOP OF AND 0.6 M (2.0 FT) WEST OF
 CE0212'THE EAST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT UNDER A
 CE0212'TRACK ROAD, 62.7 M (205.7 FT) WEST OF THE HIGHWAY CENTERLINE, 51.3 M
 CE0212'(168.3 FT) WEST OF A UTILITY LIGHT POLE, 4.6 M (15.1 FT) NORTH OF THE
 CE0212'ROAD CENTER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M
 CE0212'(1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0364 ***********************************************************************
 CT0364  DESIGNATION -  X 271
 CT0364  PID         -  CT0364
 CT0364  STATE/COUNTY-  TX/SHACKELFORD
 CT0364  USGS QUAD   -  FORT GRIFFIN (1981)
 CT0364
 CT0364                         *CURRENT SURVEY CONTROL
 CT0364  ___________________________________________________________________
 CT0364* NAD 83(1986)-  32 53 49.     (N)    099 14 12.     (W)     SCALED    
 CT0364* NAVD 88     -       386.936  (meters)    1269.47   (feet)  ADJUSTED  
 CT0364  ___________________________________________________________________
 CT0364  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT0364  DYNAMIC HT  -         386.456 (meters)    1267.90  (feet)  COMP
 CT0364  MODELED GRAV-     979,387.8   (mgal)                       NAVD 88
 CT0364
 CT0364  VERT ORDER  -  SECOND    CLASS 0
 CT0364
 CT0364.The horizontal coordinates were scaled from a topographic map and have
 CT0364.an estimated accuracy of +/- 6 seconds.
 CT0364
 CT0364.The orthometric height was determined by differential leveling
 CT0364.and adjusted by the National Geodetic Survey in June 1991..
 CT0364
 CT0364.The geoid height was determined by GEOID03.
 CT0364
 CT0364.The dynamic height is computed by dividing the NAVD 88
 CT0364.geopotential number by the normal gravity value computed on the
 CT0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0364.degrees latitude (g = 980.6199 gals.).
 CT0364
 CT0364.The modeled gravity was interpolated from observed gravity values.
 CT0364
 CT0364;                    North         East    Units  Estimated Accuracy
 CT0364;SPC TXNC     - 2,136,670.      531,090.      MT  (+/- 180 meters Scaled)
 CT0364
 CT0364                          SUPERSEDED SURVEY CONTROL
 CT0364
 CT0364  NGVD 29 (??/??/92)  386.821  (m)         1269.10   (f) ADJ UNCH    2 0
 CT0364
 CT0364.Superseded values are not recommended for survey control.
 CT0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0364.See file dsdata.txt to determine how the superseded data were derived.
 CT0364
 CT0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB778398(NAD 83)
 CT0364_MARKER: DB = BENCH MARK DISK
 CT0364_SETTING: 66 = SET IN ROCK OUTCROP
 CT0364_SP_SET: ROCK OUTCROP
 CT0364_STAMPING: X 271 1934
 CT0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0364+STABILITY: POSITION/ELEVATION WELL
 CT0364
 CT0364  HISTORY     - Date     Condition        Report By
 CT0364  HISTORY     - 1934     MONUMENTED       CGS
 CT0364  HISTORY     - 1964     GOOD             USGS
 CT0364
 CT0364                          STATION DESCRIPTION
 CT0364
 CT0364'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 CT0364'13.2 MI N FROM ALBANY.
 CT0364'13.2 MILES NORTH ALONG U. S. HIGHWAY 283 FROM ALBANY, SHACKELFORD
 CT0364'COUNTY, 0.2 MI. SOUTH OF CONCRETE BRIDGE, 110 FEET EAST OF CENTERLINE
 CT0364'OF HIGHWAY, 65 FEET EAST OF THE FENCE, ON THE EAST EDGE OF A SMALL
 CT0364'DRAIN, AND IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0085 ***********************************************************************
 CT0085  DESIGNATION -  X 272
 CT0085  PID         -  CT0085
 CT0085  STATE/COUNTY-  TX/PALO PINTO
 CT0085  USGS QUAD   -  METCALF GAP (1984)
 CT0085
 CT0085                         *CURRENT SURVEY CONTROL
 CT0085  ___________________________________________________________________
 CT0085* NAD 83(1986)-  32 44 43.     (N)    098 29 40.     (W)     SCALED    
 CT0085* NAVD 88     -       342.346  (meters)    1123.18   (feet)  ADJUSTED  
 CT0085  ___________________________________________________________________
 CT0085  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CT0085  DYNAMIC HT  -         341.918 (meters)    1121.78  (feet)  COMP
 CT0085  MODELED GRAV-     979,380.1   (mgal)                       NAVD 88
 CT0085
 CT0085  VERT ORDER  -  SECOND    CLASS 0
 CT0085
 CT0085.The horizontal coordinates were scaled from a topographic map and have
 CT0085.an estimated accuracy of +/- 6 seconds.
 CT0085
 CT0085.The orthometric height was determined by differential leveling
 CT0085.and adjusted by the National Geodetic Survey in June 1991..
 CT0085
 CT0085.The geoid height was determined by GEOID03.
 CT0085
 CT0085.The dynamic height is computed by dividing the NAVD 88
 CT0085.geopotential number by the normal gravity value computed on the
 CT0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0085.degrees latitude (g = 980.6199 gals.).
 CT0085
 CT0085.The modeled gravity was interpolated from observed gravity values.
 CT0085
 CT0085;                    North         East    Units  Estimated Accuracy
 CT0085;SPC TXNC     - 2,119,610.      600,520.      MT  (+/- 180 meters Scaled)
 CT0085
 CT0085                          SUPERSEDED SURVEY CONTROL
 CT0085
 CT0085  NGVD 29 (??/??/92)  342.254  (m)         1122.88   (f) ADJ UNCH    2 0
 CT0085
 CT0085.Superseded values are not recommended for survey control.
 CT0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0085.See file dsdata.txt to determine how the superseded data were derived.
 CT0085
 CT0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB473231(NAD 83)
 CT0085_MARKER: DB = BENCH MARK DISK
 CT0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0085_SP_SET: BRIDGE
 CT0085_STAMPING: X 272 1934
 CT0085_MARK LOGO: CGS   
 CT0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0085
 CT0085  HISTORY     - Date     Condition        Report By
 CT0085  HISTORY     - 1934     MONUMENTED       CGS
 CT0085  HISTORY     - 1980     GOOD             NGS
 CT0085  HISTORY     - 19810821 GOOD             NGS
 CT0085
 CT0085                          STATION DESCRIPTION
 CT0085
 CT0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0085'11.4 MI E FROM CADDO.
 CT0085'IN PALO PINTO COUNTY, 11.4 MILES EAST ALONG U.S. HIGHWAY 180 FROM
 CT0085'CADDO, STEPHENS COUNTY, AT A LARGE CONCRETE BRIDGE, IN THE TOP OF THE
 CT0085'NORTHWEST ABUTMENT, AND 15 FEET NORTHEAST OF THE CENTERLINE OF THE
 CT0085'HIGHWAY.  A STANDARD DISK, STAMPED X 272 1934.
 CT0085
 CT0085                          STATION RECOVERY (1980)
 CT0085
 CT0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CT0085'THE US HIGHWAY 180 MENTIONED IN THE 1934 DESCRIPTION IS THE OLD ROAD
 CT0085'ABOUT 30 YARDS NORTH OF THE NEW ROAD.
 CT0085
 CT0085                          STATION RECOVERY (1981)
 CT0085
 CT0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CT0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1216 ***********************************************************************
 CT1216  DESIGNATION -  X 272 RESET
 CT1216  PID         -  CT1216
 CT1216  STATE/COUNTY-  TX/PALO PINTO
 CT1216  USGS QUAD   -  METCALF GAP (1984)
 CT1216
 CT1216                         *CURRENT SURVEY CONTROL
 CT1216  ___________________________________________________________________
 CT1216* NAD 83(1986)-  32 44 43.     (N)    098 29 40.     (W)     SCALED    
 CT1216* NAVD 88     -       341.06   (meters)    1119.0    (feet)  RESET     
 CT1216  ___________________________________________________________________
 CT1216  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CT1216
 CT1216  VERT ORDER  -  THIRD
 CT1216
 CT1216.The horizontal coordinates were scaled from a topographic map and have
 CT1216.an estimated accuracy of +/- 6 seconds.
 CT1216
 CT1216.The orthometric height was computed from unverified reset data.
 CT1216
 CT1216.The geoid height was determined by GEOID03.
 CT1216
 CT1216;                    North         East    Units  Estimated Accuracy
 CT1216;SPC TXNC     - 2,119,610.      600,520.      MT  (+/- 180 meters Scaled)
 CT1216
 CT1216                          SUPERSEDED SURVEY CONTROL
 CT1216
 CT1216  NGVD 29 (01/29/03)  340.96   (m)         1118.6    (f) RESET       3  
 CT1216
 CT1216.Superseded values are not recommended for survey control.
 CT1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1216.See file dsdata.txt to determine how the superseded data were derived.
 CT1216
 CT1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB473231(NAD 83)
 CT1216_MARKER: DV = VERTICAL CONTROL DISK
 CT1216_SETTING: 66 = SET IN ROCK OUTCROP
 CT1216_SP_SET: ROCK OUTCROP
 CT1216_STAMPING: X 272 RESET 1981
 CT1216_MARK LOGO: NGS   
 CT1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT1216+STABILITY: POSITION/ELEVATION WELL
 CT1216
 CT1216  HISTORY     - Date     Condition        Report By
 CT1216  HISTORY     - 1981     MONUMENTED       NGS
 CT1216
 CT1216                          STATION DESCRIPTION
 CT1216
 CT1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CT1216'18.3 KM (11.35 MI) EAST ALONG US HIGHWAY 180 FROM CADDO, 13.7 M
 CT1216'(44.9 FT) NORTH OF CENTERLINE OF THE HIGHWAY, 15.2 M (49.9 FT) SOUTH
 CT1216'OF A FENCE, 1.2 M (3.9 FT) LOWER THAN THE HIGHWAY AND BETWEEN THE
 CT1216'HIGHWAY AND A HIGH BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0235 ***********************************************************************
 CT0235  DESIGNATION -  X 273
 CT0235  PID         -  CT0235
 CT0235  STATE/COUNTY-  TX/COMANCHE
 CT0235  USGS QUAD   -  DE LEON (1969)
 CT0235
 CT0235                         *CURRENT SURVEY CONTROL
 CT0235  ___________________________________________________________________
 CT0235* NAD 83(1986)-  32 06 58.     (N)    098 34 15.     (W)     SCALED    
 CT0235* NAVD 88     -       408.116  (meters)    1338.96   (feet)  ADJUSTED  
 CT0235  ___________________________________________________________________
 CT0235  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CT0235  DYNAMIC HT  -         407.594 (meters)    1337.25  (feet)  COMP
 CT0235  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 CT0235
 CT0235  VERT ORDER  -  SECOND    CLASS 0
 CT0235
 CT0235.The horizontal coordinates were scaled from a topographic map and have
 CT0235.an estimated accuracy of +/- 6 seconds.
 CT0235
 CT0235.The orthometric height was determined by differential leveling
 CT0235.and adjusted by the National Geodetic Survey in June 1991..
 CT0235
 CT0235.The geoid height was determined by GEOID03.
 CT0235
 CT0235.The dynamic height is computed by dividing the NAVD 88
 CT0235.geopotential number by the normal gravity value computed on the
 CT0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0235.degrees latitude (g = 980.6199 gals.).
 CT0235
 CT0235.The modeled gravity was interpolated from observed gravity values.
 CT0235
 CT0235;                    North         East    Units  Estimated Accuracy
 CT0235;SPC TX C     - 3,272,870.      866,340.      MT  (+/- 180 meters Scaled)
 CT0235
 CT0235                          SUPERSEDED SURVEY CONTROL
 CT0235
 CT0235  NGVD 29 (??/??/92)  408.016  (m)         1338.63   (f) ADJ UNCH    2 0
 CT0235
 CT0235.Superseded values are not recommended for survey control.
 CT0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0235.See file dsdata.txt to determine how the superseded data were derived.
 CT0235
 CT0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA404533(NAD 83)
 CT0235_MARKER: DB = BENCH MARK DISK
 CT0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0235_STAMPING: X 273 1934
 CT0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0235+STABILITY: SURFACE MOTION
 CT0235
 CT0235  HISTORY     - Date     Condition        Report By
 CT0235  HISTORY     - 1934     MONUMENTED       CGS
 CT0235  HISTORY     - 1969     MARK NOT FOUND   USGS
 CT0235
 CT0235                          STATION DESCRIPTION
 CT0235
 CT0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0235'2.4 MI W FROM DELEON.
 CT0235'2.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0235'THE STATION AT DELEON, COMANCHE COUNTY, 0.2 MILE WEST OF MILEPOST 2,
 CT0235'AT A DIM ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE ROAD, 30
 CT0235'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 21 FEET NORTH OF A
 CT0235'FENCE.  A STANDARD DISK, STAMPED X 273 1934 AND SET IN THE TOP OF A
 CT0235'CONCRETE POST.
 CT0235
 CT0235                          STATION RECOVERY (1969)
 CT0235
 CT0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CT0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0451 ***********************************************************************
 CT0451  DESIGNATION -  X 274
 CT0451  PID         -  CT0451
 CT0451  STATE/COUNTY-  TX/COLEMAN
 CT0451  USGS QUAD   -  CROSS CUT (1987)
 CT0451
 CT0451                         *CURRENT SURVEY CONTROL
 CT0451  ___________________________________________________________________
 CT0451* NAD 83(1986)-  32 00 59.     (N)    099 12 42.     (W)     SCALED    
 CT0451* NAVD 88     -       512.482  (meters)    1681.37   (feet)  ADJUSTED  
 CT0451  ___________________________________________________________________
 CT0451  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CT0451  DYNAMIC HT  -         511.813 (meters)    1679.17  (feet)  COMP
 CT0451  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 CT0451
 CT0451  VERT ORDER  -  SECOND    CLASS 0
 CT0451
 CT0451.The horizontal coordinates were scaled from a topographic map and have
 CT0451.an estimated accuracy of +/- 6 seconds.
 CT0451
 CT0451.The orthometric height was determined by differential leveling
 CT0451.and adjusted by the National Geodetic Survey in June 1991..
 CT0451
 CT0451.The geoid height was determined by GEOID03.
 CT0451
 CT0451.The dynamic height is computed by dividing the NAVD 88
 CT0451.geopotential number by the normal gravity value computed on the
 CT0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0451.degrees latitude (g = 980.6199 gals.).
 CT0451
 CT0451.The modeled gravity was interpolated from observed gravity values.
 CT0451
 CT0451;                    North         East    Units  Estimated Accuracy
 CT0451;SPC TX C     - 3,261,030.      805,970.      MT  (+/- 180 meters Scaled)
 CT0451
 CT0451                          SUPERSEDED SURVEY CONTROL
 CT0451
 CT0451  NGVD 29 (??/??/92)  512.344  (m)         1680.92   (f) ADJ UNCH    2 0
 CT0451
 CT0451.Superseded values are not recommended for survey control.
 CT0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0451.See file dsdata.txt to determine how the superseded data were derived.
 CT0451
 CT0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA800422(NAD 83)
 CT0451_MARKER: DB = BENCH MARK DISK
 CT0451_SETTING: 66 = SET IN ROCK OUTCROP
 CT0451_SP_SET: ROCK OUTCROP
 CT0451_STAMPING: X 274 1934
 CT0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0451+STABILITY: POSITION/ELEVATION WELL
 CT0451
 CT0451  HISTORY     - Date     Condition        Report By
 CT0451  HISTORY     - 1934     MONUMENTED       CGS
 CT0451  HISTORY     - 1960     MARK NOT FOUND   USGS
 CT0451
 CT0451                          STATION DESCRIPTION
 CT0451
 CT0451'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CT0451'1.5 MI NE FROM BURKETT.
 CT0451'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 206 FROM BURKETT, COLEMAN
 CT0451'COUNTY, 43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 16 FEET EAST OF
 CT0451'THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD
 CT0451'DISK, STAMPED X 274 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0427 ***********************************************************************
 DM0427  DESIGNATION -  X 275
 DM0427  PID         -  DM0427
 DM0427  STATE/COUNTY-  TX/FRANKLIN
 DM0427  USGS QUAD   -  MOUNT VERNON (1964)
 DM0427
 DM0427                         *CURRENT SURVEY CONTROL
 DM0427  ___________________________________________________________________
 DM0427* NAD 83(1986)-  33 10 10.     (N)    095 08 20.     (W)     SCALED    
 DM0427* NAVD 88     -       132.383  (meters)     434.33   (feet)  ADJUSTED  
 DM0427  ___________________________________________________________________
 DM0427  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DM0427  DYNAMIC HT  -         132.238 (meters)     433.85  (feet)  COMP
 DM0427  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 DM0427
 DM0427  VERT ORDER  -  SECOND    CLASS 0
 DM0427
 DM0427.The horizontal coordinates were scaled from a topographic map and have
 DM0427.an estimated accuracy of +/- 6 seconds.
 DM0427
 DM0427.The orthometric height was determined by differential leveling
 DM0427.and adjusted by the National Geodetic Survey in June 1991..
 DM0427
 DM0427.The geoid height was determined by GEOID03.
 DM0427
 DM0427.The dynamic height is computed by dividing the NAVD 88
 DM0427.geopotential number by the normal gravity value computed on the
 DM0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0427.degrees latitude (g = 980.6199 gals.).
 DM0427
 DM0427.The modeled gravity was interpolated from observed gravity values.
 DM0427
 DM0427;                    North         East    Units  Estimated Accuracy
 DM0427;SPC TXNC     - 2,171,660.      913,410.      MT  (+/- 180 meters Scaled)
 DM0427
 DM0427                          SUPERSEDED SURVEY CONTROL
 DM0427
 DM0427  NGVD 29 (??/??/92)  132.391  (m)          434.35   (f) ADJ UNCH    2 0
 DM0427
 DM0427.Superseded values are not recommended for survey control.
 DM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0427.See file dsdata.txt to determine how the superseded data were derived.
 DM0427
 DM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS005721(NAD 83)
 DM0427_MARKER: DB = BENCH MARK DISK
 DM0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0427_SP_SET: CULVERT
 DM0427_STAMPING: X 275 1934
 DM0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0427
 DM0427  HISTORY     - Date     Condition        Report By
 DM0427  HISTORY     - 1934     MONUMENTED       CGS
 DM0427
 DM0427                          STATION DESCRIPTION
 DM0427
 DM0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0427'1.7 MI W FROM WINFIELD.
 DM0427'1.7 MI W OF AND ALONG THE ST. L AND SW R R.  ABOUT 300 YARDS W OF MILE
 DM0427'POST 490/5.  10 FEET S OF CENTER OF TRACK.  DISK SET IN HORIZONTALLY
 DM0427'ON E CONC ABUTMENT OF STEEL BRIDGE 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0354 ***********************************************************************
 CR0354  DESIGNATION -  X 276
 CR0354  PID         -  CR0354
 CR0354  STATE/COUNTY-  TX/UPSHUR
 CR0354  USGS QUAD   -  PRITCHETT (1981)
 CR0354
 CR0354                         *CURRENT SURVEY CONTROL
 CR0354  ___________________________________________________________________
 CR0354* NAD 83(1986)-  32 39 48.     (N)    095 00 56.     (W)     SCALED    
 CR0354* NAVD 88     -       120.803  (meters)     396.33   (feet)  ADJUSTED  
 CR0354  ___________________________________________________________________
 CR0354  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CR0354  DYNAMIC HT  -         120.666 (meters)     395.88  (feet)  COMP
 CR0354  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CR0354
 CR0354  VERT ORDER  -  SECOND    CLASS 0
 CR0354
 CR0354.The horizontal coordinates were scaled from a topographic map and have
 CR0354.an estimated accuracy of +/- 6 seconds.
 CR0354
 CR0354.The orthometric height was determined by differential leveling
 CR0354.and adjusted by the National Geodetic Survey in June 1991..
 CR0354
 CR0354.The geoid height was determined by GEOID03.
 CR0354
 CR0354.The dynamic height is computed by dividing the NAVD 88
 CR0354.geopotential number by the normal gravity value computed on the
 CR0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0354.degrees latitude (g = 980.6199 gals.).
 CR0354
 CR0354.The modeled gravity was interpolated from observed gravity values.
 CR0354
 CR0354;                    North         East    Units  Estimated Accuracy
 CR0354;SPC TXNC     - 2,115,940.      926,770.      MT  (+/- 180 meters Scaled)
 CR0354
 CR0354                          SUPERSEDED SURVEY CONTROL
 CR0354
 CR0354  NGVD 29 (??/??/92)  120.826  (m)          396.41   (f) ADJ UNCH    2 0
 CR0354
 CR0354.Superseded values are not recommended for survey control.
 CR0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0354.See file dsdata.txt to determine how the superseded data were derived.
 CR0354
 CR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS109157(NAD 83)
 CR0354_MARKER: DB = BENCH MARK DISK
 CR0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0354_SP_SET: CULVERT
 CR0354_STAMPING: X 276 1934
 CR0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0354+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 CR0354
 CR0354  HISTORY     - Date     Condition        Report By
 CR0354  HISTORY     - 1934     MONUMENTED       CGS
 CR0354  HISTORY     - 1954     GOOD             NGS
 CR0354  HISTORY     - 20040607 GOOD             USPSQD
 CR0354
 CR0354                          STATION DESCRIPTION
 CR0354
 CR0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0354'6.7 MI SW FROM GILMER.
 CR0354'6.7 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0354'FROM THE STATION AT GILMER, 0.1 MILE NORTHEAST OF THE STATION SIGN AT
 CR0354'PRITCHETT, 2 1/2 POLES NORTHEAST OF MILEPOST 517, 16 FEET SOUTHEAST OF
 CR0354'THE SOUTHEAST RAIL, 8 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 CR0354'OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 CR0354'1.3 MILES NORTHEAST OF BENCH MARK Y 276.
 CR0354
 CR0354                          STATION RECOVERY (2004)
 CR0354
 CR0354'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0186 ***********************************************************************
 CR0186  DESIGNATION -  X 277
 CR0186  PID         -  CR0186
 CR0186  STATE/COUNTY-  TX/RUSK
 CR0186  USGS QUAD   -  TATUM (1983)
 CR0186
 CR0186                         *CURRENT SURVEY CONTROL
 CR0186  ___________________________________________________________________
 CR0186* NAD 83(1993)-  32 18 57.45354(N)    094 30 44.47659(W)     ADJUSTED  
 CR0186* NAVD 88     -        93.903  (meters)     308.08   (feet)  ADJUSTED  
 CR0186  ___________________________________________________________________
 CR0186  X           -    -424,483.278 (meters)                     COMP
 CR0186  Y           -  -5,378,743.112 (meters)                     COMP
 CR0186  Z           -   3,390,128.941 (meters)                     COMP
 CR0186  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CR0186  ELLIP HEIGHT-          67.59  (meters)          (10/24/00) GPS OBS
 CR0186  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0186  DYNAMIC HT  -          93.795 (meters)     307.73  (feet)  COMP
 CR0186  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 CR0186
 CR0186  HORZ ORDER  -  FIRST
 CR0186  VERT ORDER  -  SECOND    CLASS 0
 CR0186  ELLP ORDER  -  FOURTH    CLASS II
 CR0186
 CR0186.The horizontal coordinates were established by GPS observations
 CR0186.and adjusted by the National Geodetic Survey in February 1996..
 CR0186
 CR0186.The orthometric height was determined by differential leveling
 CR0186.and adjusted by the National Geodetic Survey in June 1991..
 CR0186
 CR0186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR0186
 CR0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0186
 CR0186.The ellipsoidal height was determined by GPS observations
 CR0186.and is referenced to NAD 83.
 CR0186
 CR0186.The geoid height was determined by GEOID03.
 CR0186
 CR0186.The dynamic height is computed by dividing the NAVD 88
 CR0186.geopotential number by the normal gravity value computed on the
 CR0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0186.degrees latitude (g = 980.6199 gals.).
 CR0186
 CR0186.The modeled gravity was interpolated from observed gravity values.
 CR0186
 CR0186;                    North         East     Units Scale Factor Converg.
 CR0186;SPC TXNC     - 2,079,126.917   975,399.984   MT  0.99995443   +2 10 29.4
 CR0186;SPC TXNC     - 6,821,268.89  3,200,124.78   sFT  0.99995443   +2 10 29.4
 CR0186;UTM  15      - 3,576,462.856   357,634.924   MT  0.99984994   -0 48 31.0
 CR0186
 CR0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0186!SPC TXNC     -   0.99998939  x   0.99995443  =   0.99994382
 CR0186!UTM  15      -   0.99998939  x   0.99984994  =   0.99983933
 CR0186
 CR0186                          SUPERSEDED SURVEY CONTROL
 CR0186
 CR0186  ELLIP H (02/20/96)   67.65   (m)                       GP(       ) 1 1
 CR0186  NAVD 88 (02/20/96)   93.90   (m)          308.1    (f) LEVELING    3  
 CR0186  NGVD 29 (??/??/92)   93.935  (m)          308.19   (f) ADJ UNCH    2 0
 CR0186
 CR0186.Superseded values are not recommended for survey control.
 CR0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0186.See file dsdata.txt to determine how the superseded data were derived.
 CR0186
 CR0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR5763576463(NAD 83)
 CR0186_MARKER: DB = BENCH MARK DISK
 CR0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0186_SP_SET: ABUTMENT
 CR0186_STAMPING: X 277 1934
 CR0186_MARK LOGO: CGS   
 CR0186_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CR0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0186+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 CR0186
 CR0186  HISTORY     - Date     Condition        Report By
 CR0186  HISTORY     - 1934     MONUMENTED       CGS
 CR0186  HISTORY     - 19941220 GOOD             NGS
 CR0186
 CR0186                          STATION DESCRIPTION
 CR0186
 CR0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0186'IN TATUM.
 CR0186'100 YARDS N OF MILE POST 188.  DISK IS SET HORIZONTALLY IN S ABUTMENT
 CR0186'OF RAILROAD OVERPASS.  10 FEET E OF CENTER OF TRACK.
 CR0186
 CR0186                          STATION RECOVERY (1994)
 CR0186
 CR0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR0186'THE STATION IS LOCATED ON THE EAST SIDE OF TATUM ON THE TOP OF THE
 CR0186'SOUTH ABUTMENT OF THE SANTA FE RAILROAD OVERPASS OF STATE HIGHWAY 43.
 CR0186'---OWNERSHIP UNKNOWN--- TO REACH FROM THE INTERSECTION OF STATE
 CR0186'HIGHWAYS 149 AND 43 IN THE CENTER OF TATUM, GO EAST ON HIGHWAY 43 FOR
 CR0186'0.32 KM (0.20 MI) TO A RAILROAD OVERPASS AND THE STATION ON THE RIGHT.
 CR0186'THE STATION IS A STANDARD DISK SET INTO THE TOP OF THE SOUTH ABUTMENT
 CR0186'OF THE RAILROAD OVERPASS.  IT IS 5.3 M (17.4 FT) SOUTH OF THE
 CR0186'CENTERLINE OF HIGHWAY 43, 2.0 M (6.6 FT) EAST OF THE NEAR RAIL, 0.3 M
 CR0186'(1.0 FT) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND ABOUT 4 M
 CR0186'(13.1 FT) ABOVE THE ROAD.  ---NOTE THE MARK HAS NO OBSTRUCTIONS FOR
 CR0186'GPS BUT WILL REQUIRE A SHORT PACK, ABOUT 20 M (65.6 FT) , AND WILL BE
 CR0186'A DIFFICULT SET UP.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1823 ***********************************************************************
 BK1823  DESIGNATION -  X 278
 BK1823  PID         -  BK1823
 BK1823  STATE/COUNTY-  TX/ORANGE
 BK1823  USGS QUAD   -  MAURICEVILLE (1974)
 BK1823
 BK1823                         *CURRENT SURVEY CONTROL
 BK1823  ___________________________________________________________________
 BK1823* NAD 83(1986)-  30 14 06.     (N)    093 48 26.     (W)     SCALED    
 BK1823* NAVD 88     -         8.37   (+/-2cm)      27.5    (feet)  VERTCON   
 BK1823  ___________________________________________________________________
 BK1823  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BK1823
 BK1823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1823
 BK1823.The horizontal coordinates were scaled from a topographic map and have
 BK1823.an estimated accuracy of +/- 6 seconds.
 BK1823
 BK1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1823.The vertical order pertains to the NGVD 29 superseded value.
 BK1823
 BK1823.The geoid height was determined by GEOID03.
 BK1823
 BK1823;                    North         East    Units  Estimated Accuracy
 BK1823;SPC TX C     - 3,081,430.    1,327,810.      MT  (+/- 180 meters Scaled)
 BK1823
 BK1823                          SUPERSEDED SURVEY CONTROL
 BK1823
 BK1823  NGVD 29 (??/??/??)    8.324  (m)           27.31   (f) ADJUSTED    2 0
 BK1823
 BK1823.Superseded values are not recommended for survey control.
 BK1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1823.See file dsdata.txt to determine how the superseded data were derived.
 BK1823
 BK1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP223451(NAD 83)
 BK1823_MARKER: DB = BENCH MARK DISK
 BK1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1823_STAMPING: X 278 1935
 BK1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1823+STABILITY: SURFACE MOTION
 BK1823
 BK1823  HISTORY     - Date     Condition        Report By
 BK1823  HISTORY     - 1935     MONUMENTED       CGS
 BK1823  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1823  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 BK1823
 BK1823                          STATION DESCRIPTION
 BK1823
 BK1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1823'4.4 MI E FROM MAURICEVILLE.
 BK1823'4.4 MI E OF AND ALONG THE KANSAS CITY SOUTHERN R R NEAR MILEPOST 746.
 BK1823'42 FEET NW OF CENTER OF TRACK AND A RAILWAY CROSSING.  8 FEET NE OF
 BK1823'SWINGING GATE IN FENCE LINE.  3 FEET SE OF FENCE LINE.
 BK1823
 BK1823                          STATION RECOVERY (1979)
 BK1823
 BK1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1823'MARK NOT FOUND.
 BK1823
 BK1823                          STATION RECOVERY (2004)
 BK1823
 BK1823'RECOVERY NOTE BY US POWER SQUADRON 2004 (SSQ)
 BK1823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1436 ***********************************************************************
 BL1436  DESIGNATION -  X 279
 BL1436  PID         -  BL1436
 BL1436  STATE/COUNTY-  TX/WALLER
 BL1436  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1436
 BL1436                         *CURRENT SURVEY CONTROL
 BL1436  ___________________________________________________________________
 BL1436* NAD 83(1986)-  30 13 48.     (N)    095 48 29.     (W)     SCALED    
 BL1436* NAVD 88     -        87.35   (+/-2cm)     286.6    (feet)  VERTCON   
 BL1436  ___________________________________________________________________
 BL1436  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1436
 BL1436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1436
 BL1436.The horizontal coordinates were scaled from a topographic map and have
 BL1436.an estimated accuracy of +/- 6 seconds.
 BL1436
 BL1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1436.The vertical order pertains to the NGVD 29 superseded value.
 BL1436
 BL1436.The geoid height was determined by GEOID03.
 BL1436
 BL1436;                    North         East    Units  Estimated Accuracy
 BL1436;SPC TXSC     - 4,269,820.      907,220.      MT  (+/- 180 meters Scaled)
 BL1436
 BL1436                          SUPERSEDED SURVEY CONTROL
 BL1436
 BL1436  NGVD 29 (??/??/92)   87.339  (m)          286.54   (f) ADJ UNCH    2 0
 BL1436
 BL1436.Superseded values are not recommended for survey control.
 BL1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1436.See file dsdata.txt to determine how the superseded data were derived.
 BL1436
 BL1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP297476(NAD 83)
 BL1436_MARKER: DB = BENCH MARK DISK
 BL1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1436_STAMPING: X 279 1935
 BL1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1436+STABILITY: SURFACE MOTION
 BL1436
 BL1436  HISTORY     - Date     Condition        Report By
 BL1436  HISTORY     - 1935     MONUMENTED       CGS
 BL1436  HISTORY     - 1954     GOOD             NGS
 BL1436
 BL1436                          STATION DESCRIPTION
 BL1436
 BL1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1436'3.8 MI NW FROM MAGNOLIA.
 BL1436'IN WALLER COUNTY, 3.8 MILES NORTHWEST ALONG THE INTERNATIONAL-GREAT
 BL1436'NORTHERN RAILROAD FROM THE STATION AT MAGNOLIA, MONTGOMERY COUNTY, 29
 BL1436'YARDS SOUTHEAST OF MILEPOST 26, 17 YARDS EAST OF THE CENTERLINE OF THE
 BL1436'TRACK, 16 YARDS WEST OF THE CENTERLINE OF A ROAD, AND 2 FEET EAST OF
 BL1436'THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 BL1436'INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0449 ***********************************************************************
 DO0449  DESIGNATION -  X 280
 DO0449  PID         -  DO0449
 DO0449  STATE/COUNTY-  TX/THROCKMORTON
 DO0449  USGS QUAD   -  THROCKMORTON (1981)
 DO0449
 DO0449                         *CURRENT SURVEY CONTROL
 DO0449  ___________________________________________________________________
 DO0449* NAD 83(1986)-  33 10 53.     (N)    099 13 18.     (W)     SCALED    
 DO0449* NAVD 88     -       425.363  (meters)    1395.55   (feet)  ADJUSTED  
 DO0449  ___________________________________________________________________
 DO0449  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DO0449  DYNAMIC HT  -         424.847 (meters)    1393.85  (feet)  COMP
 DO0449  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 DO0449
 DO0449  VERT ORDER  -  SECOND    CLASS 0
 DO0449
 DO0449.The horizontal coordinates were scaled from a topographic map and have
 DO0449.an estimated accuracy of +/- 6 seconds.
 DO0449
 DO0449.The orthometric height was determined by differential leveling
 DO0449.and adjusted by the National Geodetic Survey in June 1991..
 DO0449
 DO0449.The geoid height was determined by GEOID03.
 DO0449
 DO0449.The dynamic height is computed by dividing the NAVD 88
 DO0449.geopotential number by the normal gravity value computed on the
 DO0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0449.degrees latitude (g = 980.6199 gals.).
 DO0449
 DO0449.The modeled gravity was interpolated from observed gravity values.
 DO0449
 DO0449;                    North         East    Units  Estimated Accuracy
 DO0449;SPC TXNC     - 2,168,200.      532,710.      MT  (+/- 180 meters Scaled)
 DO0449
 DO0449                          SUPERSEDED SURVEY CONTROL
 DO0449
 DO0449  NGVD 29 (??/??/92)  425.237  (m)         1395.13   (f) ADJ UNCH    2 0
 DO0449
 DO0449.Superseded values are not recommended for survey control.
 DO0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0449.See file dsdata.txt to determine how the superseded data were derived.
 DO0449
 DO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB793714(NAD 83)
 DO0449_MARKER: DB = BENCH MARK DISK
 DO0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0449_SP_SET: ABUTMENT
 DO0449_STAMPING: X 280 1934
 DO0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0449
 DO0449  HISTORY     - Date     Condition        Report By
 DO0449  HISTORY     - 1934     MONUMENTED       CGS
 DO0449  HISTORY     - 1965     GOOD             USGS
 DO0449
 DO0449                          STATION DESCRIPTION
 DO0449
 DO0449'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0449'2.69 MI W FROM THROCKMORTON.
 DO0449'2.69 MILES WEST ALONG STATE HWY NO. 24 FROM THE JUNCTION OF U.S. HWY
 DO0449'NO. 283 AND STATE HWY NO. 24 IN THROCKMORTON, TEXAS. 16 FEET NORTH OF
 DO0449'CENTERLINE OF HWY, IN THE WEST ABUTMENT OF THE NORTH CONCRETE WINGWALL
 DO0449'OF A BRIDGE, A STANDARD DISK STAMPED X-280 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0301 ***********************************************************************
 CA0301  DESIGNATION -  X 281
 CA0301  PID         -  CA0301
 CA0301  STATE/COUNTY-  TX/BROWN
 CA0301  USGS QUAD   -  BLANKET (1978)
 CA0301
 CA0301                         *CURRENT SURVEY CONTROL
 CA0301  ___________________________________________________________________
 CA0301* NAD 83(1986)-  31 50 40.     (N)    098 46 10.     (W)     SCALED    
 CA0301* NAVD 88     -       504.331  (meters)    1654.63   (feet)  ADJUSTED  
 CA0301  ___________________________________________________________________
 CA0301  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CA0301  DYNAMIC HT  -         503.669 (meters)    1652.45  (feet)  COMP
 CA0301  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 CA0301
 CA0301  VERT ORDER  -  SECOND    CLASS 0
 CA0301
 CA0301.The horizontal coordinates were scaled from a topographic map and have
 CA0301.an estimated accuracy of +/- 6 seconds.
 CA0301
 CA0301.The orthometric height was determined by differential leveling
 CA0301.and adjusted by the National Geodetic Survey in June 1991..
 CA0301
 CA0301.The geoid height was determined by GEOID03.
 CA0301
 CA0301.The dynamic height is computed by dividing the NAVD 88
 CA0301.geopotential number by the normal gravity value computed on the
 CA0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0301.degrees latitude (g = 980.6199 gals.).
 CA0301
 CA0301.The modeled gravity was interpolated from observed gravity values.
 CA0301
 CA0301;                    North         East    Units  Estimated Accuracy
 CA0301;SPC TX C     - 3,242,470.      848,020.      MT  (+/- 180 meters Scaled)
 CA0301
 CA0301                          SUPERSEDED SURVEY CONTROL
 CA0301
 CA0301  NGVD 29 (??/??/92)  504.221  (m)         1654.27   (f) ADJ UNCH    2 0
 CA0301
 CA0301.Superseded values are not recommended for survey control.
 CA0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0301.See file dsdata.txt to determine how the superseded data were derived.
 CA0301
 CA0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA218232(NAD 83)
 CA0301_MARKER: DB = BENCH MARK DISK
 CA0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0301_STAMPING: X 281 1934
 CA0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0301+STABILITY: SURFACE MOTION
 CA0301
 CA0301  HISTORY     - Date     Condition        Report By
 CA0301  HISTORY     - 1934     MONUMENTED       CGS
 CA0301  HISTORY     - 1966     MARK NOT FOUND   NGS
 CA0301
 CA0301                          STATION DESCRIPTION
 CA0301
 CA0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0301'1.8 MI N FROM BLANKET.
 CA0301'ABOUT 1.8 MILES NORTH ALONG THE FORT WORTH AND RIO GRANDE RAILWAY FROM
 CA0301'THE STATION AT BLANKET, BROWN COUNTY, ABOUT 0.2 MILE SOUTH OF MILEPOST
 CA0301'858, ABOUT 142 YARDS NORTHEAST OF A POLE PAINTED 858 + 10, 45 FEET
 CA0301'EAST OF THE CENTER LINE OF THE TRACK, AND 5 FEET WEST OF THE
 CA0301'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 281 1934 AND SET IN
 CA0301'THE TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED THE MARK IS COVERED
 CA0301'OVER WITH DIRT OR HAS BEEN DESTROYED WHEN A FIRE BREAK WAS CLEARED
 CA0301'ALONG THE SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0116 ***********************************************************************
 CT0116  DESIGNATION -  X 282
 CT0116  PID         -  CT0116
 CT0116  STATE/COUNTY-  TX/ERATH
 CT0116  USGS QUAD   -  STEPHENVILLE (1979)
 CT0116
 CT0116                         *CURRENT SURVEY CONTROL
 CT0116  ___________________________________________________________________
 CT0116* NAD 83(1986)-  32 12 11.     (N)    098 13 36.     (W)     SCALED    
 CT0116* NAVD 88     -       399.409  (meters)    1310.39   (feet)  ADJUSTED  
 CT0116  ___________________________________________________________________
 CT0116  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CT0116  DYNAMIC HT  -         398.900 (meters)    1308.72  (feet)  COMP
 CT0116  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 CT0116
 CT0116  VERT ORDER  -  SECOND    CLASS 0
 CT0116
 CT0116.The horizontal coordinates were scaled from a topographic map and have
 CT0116.an estimated accuracy of +/- 6 seconds.
 CT0116
 CT0116.The orthometric height was determined by differential leveling
 CT0116.and adjusted by the National Geodetic Survey in June 1991..
 CT0116
 CT0116.The geoid height was determined by GEOID03.
 CT0116
 CT0116.The dynamic height is computed by dividing the NAVD 88
 CT0116.geopotential number by the normal gravity value computed on the
 CT0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0116.degrees latitude (g = 980.6199 gals.).
 CT0116
 CT0116.The modeled gravity was interpolated from observed gravity values.
 CT0116
 CT0116;                    North         East    Units  Estimated Accuracy
 CT0116;SPC TXNC     - 2,059,520.      625,770.      MT  (+/- 180 meters Scaled)
 CT0116
 CT0116                          SUPERSEDED SURVEY CONTROL
 CT0116
 CT0116  NGVD 29 (??/??/92)  399.312  (m)         1310.08   (f) ADJ UNCH    2 0
 CT0116
 CT0116.Superseded values are not recommended for survey control.
 CT0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0116.See file dsdata.txt to determine how the superseded data were derived.
 CT0116
 CT0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA728632(NAD 83)
 CT0116_MARKER: DB = BENCH MARK DISK
 CT0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0116_STAMPING: X 282 1934 1310.076
 CT0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0116+STABILITY: SURFACE MOTION
 CT0116
 CT0116  HISTORY     - Date     Condition        Report By
 CT0116  HISTORY     - 1934     MONUMENTED       CGS
 CT0116  HISTORY     - 1967     GOOD             NGS
 CT0116  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CT0116  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0116
 CT0116                          STATION DESCRIPTION
 CT0116
 CT0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CT0116'1.6 MI SW FROM STEPHENVILLE.
 CT0116'ABOUT 1.6 MILES SOUTHWEST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CT0116'FROM THE STATION AT STEPHENVILLE, 0.5 MILE SOUTHWEST OF THE U.S.
 CT0116'HIGHWAYS 67 AND 377 OVERPASS, ABOUT 100 YARDS EAST OF THE RAILROAD
 CT0116'BRIDGE, 80 FEET NORTH OF THE CENTER OF THE TRACK, 60 FEET WEST OF THE
 CT0116'GATE IN THE RIGHT-OF-WAY FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS
 CT0116'POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 CT0116'ABOUT 3 INCHES.
 CT0116
 CT0116                          STATION RECOVERY (1995)
 CT0116
 CT0116'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0116'MARK NOT FOUND.
 CT0116
 CT0116                          STATION RECOVERY (1999)
 CT0116
 CT0116'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0148 ***********************************************************************
 CT0148  DESIGNATION -  X 283
 CT0148  PID         -  CT0148
 CT0148  STATE/COUNTY-  TX/ERATH
 CT0148  USGS QUAD   -  TURKEY CREEK (1965)
 CT0148
 CT0148                         *CURRENT SURVEY CONTROL
 CT0148  ___________________________________________________________________
 CT0148* NAD 83(1986)-  32 29 02.     (N)    098 21 58.     (W)     SCALED    
 CT0148* NAVD 88     -       319.412  (meters)    1047.94   (feet)  ADJUSTED  
 CT0148  ___________________________________________________________________
 CT0148  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CT0148  DYNAMIC HT  -         319.012 (meters)    1046.63  (feet)  COMP
 CT0148  MODELED GRAV-     979,380.1   (mgal)                       NAVD 88
 CT0148
 CT0148  VERT ORDER  -  SECOND    CLASS 0
 CT0148
 CT0148.The horizontal coordinates were scaled from a topographic map and have
 CT0148.an estimated accuracy of +/- 6 seconds.
 CT0148
 CT0148.The orthometric height was determined by differential leveling
 CT0148.and adjusted by the National Geodetic Survey in June 1991..
 CT0148
 CT0148.The geoid height was determined by GEOID03.
 CT0148
 CT0148.The dynamic height is computed by dividing the NAVD 88
 CT0148.geopotential number by the normal gravity value computed on the
 CT0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0148.degrees latitude (g = 980.6199 gals.).
 CT0148
 CT0148.The modeled gravity was interpolated from observed gravity values.
 CT0148
 CT0148;                    North         East    Units  Estimated Accuracy
 CT0148;SPC TXNC     - 2,090,630.      612,580.      MT  (+/- 180 meters Scaled)
 CT0148
 CT0148                          SUPERSEDED SURVEY CONTROL
 CT0148
 CT0148  NGVD 29 (??/??/92)  319.297  (m)         1047.56   (f) ADJ UNCH    2 0
 CT0148
 CT0148.Superseded values are not recommended for survey control.
 CT0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0148.See file dsdata.txt to determine how the superseded data were derived.
 CT0148
 CT0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA595942(NAD 83)
 CT0148_MARKER: DB = BENCH MARK DISK
 CT0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0148_STAMPING: X 283 1934 1047.560
 CT0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0148+STABILITY: SURFACE MOTION
 CT0148
 CT0148  HISTORY     - Date     Condition        Report By
 CT0148  HISTORY     - 1934     MONUMENTED       CGS
 CT0148  HISTORY     - 1954     GOOD             NGS
 CT0148  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0148
 CT0148                          STATION DESCRIPTION
 CT0148
 CT0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0148'4.1 MI SE FROM THURBER.
 CT0148'ABOUT 4.1 MILES AIRLINE DISTANCE SOUTHEAST FROM THURBER ALONG AN OLD
 CT0148'SECTION OF HIGHWAY 108, NOW USED AS AN ENTRANCE ROAD TO A RANCH HOUSE,
 CT0148'AND IS NOW ABOUT 0.1 MILE WEST OF HIGHWAY NO. 108.  THE MARK IS ON THE
 CT0148'EAST SIDE OF AN OLD ROAD JUNCTION, 10 FEET EAST OF THE EAST FENCE OF
 CT0148'THE ROAD WHICH LEADS NORTH ABOUT 0.1 MILE TO THE RANCH HOUSE, 20 FEET
 CT0148'NORTH OF A FENCE CORNER AT THE OLD OBLIQUE ROAD INTERSECTION AND
 CT0148'NEARLY OPPOSITE THE GATE ON THE OLD HIGHWAY WHICH LEADS NORTHWEST
 CT0148'THROUGH A PASTURE.  IT IS A STANDARD DISK STAMPED AS ABOVE IN A
 CT0148'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.  NOTE-- TO REACH FROM
 CT0148'THURBER-- GO EAST ON HIGHWAY NOS.U.S. 80 AND STATE NO. 108, 3.0 MILES.
 CT0148'THEN TURN RIGHT AND GO SOUTH ON NO. 108 02.3 MILES TO THE OLD HIGHWAY
 CT0148'BACK TO THE NORTHWEST.  TURN BACK ON THE OLD HIGHWAY AND GO 0.1 MILE
 CT0148'TO THE OLD ROAD INTERSECTION AND THE MARK ON THE RIGHT.
 CT0148
 CT0148                          STATION RECOVERY (2002)
 CT0148
 CT0148'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0018 ***********************************************************************
 CA0018  DESIGNATION -  X 284
 CA0018  PID         -  CA0018
 CA0018  STATE/COUNTY-  TX/HAMILTON
 CA0018  USGS QUAD   -  HAMILTON WEST (1979)
 CA0018
 CA0018                         *CURRENT SURVEY CONTROL
 CA0018  ___________________________________________________________________
 CA0018* NAD 83(1986)-  31 42 06.     (N)    098 12 25.     (W)     SCALED    
 CA0018* NAVD 88     -       397.565  (meters)    1304.34   (feet)  ADJUSTED  
 CA0018  ___________________________________________________________________
 CA0018  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CA0018  DYNAMIC HT  -         397.052 (meters)    1302.66  (feet)  COMP
 CA0018  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 CA0018
 CA0018  VERT ORDER  -  SECOND    CLASS 0
 CA0018
 CA0018.The horizontal coordinates were scaled from a topographic map and have
 CA0018.an estimated accuracy of +/- 6 seconds.
 CA0018
 CA0018.The orthometric height was determined by differential leveling
 CA0018.and adjusted by the National Geodetic Survey in June 1991..
 CA0018
 CA0018.The geoid height was determined by GEOID03.
 CA0018
 CA0018.The dynamic height is computed by dividing the NAVD 88
 CA0018.geopotential number by the normal gravity value computed on the
 CA0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0018.degrees latitude (g = 980.6199 gals.).
 CA0018
 CA0018.The modeled gravity was interpolated from observed gravity values.
 CA0018
 CA0018;                    North         East    Units  Estimated Accuracy
 CA0018;SPC TX C     - 3,227,520.      901,560.      MT  (+/- 180 meters Scaled)
 CA0018
 CA0018                          SUPERSEDED SURVEY CONTROL
 CA0018
 CA0018  NGVD 29 (??/??/92)  397.485  (m)         1304.08   (f) ADJ UNCH    2 0
 CA0018
 CA0018.Superseded values are not recommended for survey control.
 CA0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0018.See file dsdata.txt to determine how the superseded data were derived.
 CA0018
 CA0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA751076(NAD 83)
 CA0018_MARKER: DB = BENCH MARK DISK
 CA0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0018_STAMPING: X 284 1934
 CA0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0018+STABILITY: SURFACE MOTION
 CA0018
 CA0018  HISTORY     - Date     Condition        Report By
 CA0018  HISTORY     - 1934     MONUMENTED       CGS
 CA0018
 CA0018                          STATION DESCRIPTION
 CA0018
 CA0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0018'5.1 MI W FROM HAMILTON.
 CA0018'5.1 MILES W OF AND ALONG STATE HWY 36 112 YARDS W OF THE JUNCTION OF
 CA0018'THE HIGHWAY AND A ROAD RUNNING SW.  42 FEET SW OF CENTER OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0160 ***********************************************************************
 DM0160  DESIGNATION -  X 286
 DM0160  PID         -  DM0160
 DM0160  STATE/COUNTY-  TX/BOWIE
 DM0160  USGS QUAD   -  HOOKS (1975)
 DM0160
 DM0160                         *CURRENT SURVEY CONTROL
 DM0160  ___________________________________________________________________
 DM0160* NAD 83(1986)-  33 27 47.     (N)    094 20 37.     (W)     SCALED    
 DM0160* NAVD 88     -       115.542  (meters)     379.07   (feet)  ADJUSTED  
 DM0160  ___________________________________________________________________
 DM0160  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM0160  DYNAMIC HT  -         115.420 (meters)     378.67  (feet)  COMP
 DM0160  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 DM0160
 DM0160  VERT ORDER  -  SECOND    CLASS 0
 DM0160
 DM0160.The horizontal coordinates were scaled from a topographic map and have
 DM0160.an estimated accuracy of +/- 6 seconds.
 DM0160
 DM0160.The orthometric height was determined by differential leveling
 DM0160.and adjusted by the National Geodetic Survey in June 1991..
 DM0160
 DM0160.The geoid height was determined by GEOID03.
 DM0160
 DM0160.The dynamic height is computed by dividing the NAVD 88
 DM0160.geopotential number by the normal gravity value computed on the
 DM0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0160.degrees latitude (g = 980.6199 gals.).
 DM0160
 DM0160.The modeled gravity was interpolated from observed gravity values.
 DM0160
 DM0160;                    North         East    Units  Estimated Accuracy
 DM0160;SPC TXNC     - 2,206,850.      986,250.      MT  (+/- 180 meters Scaled)
 DM0160
 DM0160                          SUPERSEDED SURVEY CONTROL
 DM0160
 DM0160  NGVD 29 (??/??/92)  115.552  (m)          379.11   (f) ADJ UNCH    2 0
 DM0160
 DM0160.Superseded values are not recommended for survey control.
 DM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0160.See file dsdata.txt to determine how the superseded data were derived.
 DM0160
 DM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT751034(NAD 83)
 DM0160_MARKER: DB = BENCH MARK DISK
 DM0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0160_STAMPING: X 286 1934
 DM0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0160+STABILITY: SURFACE MOTION
 DM0160
 DM0160  HISTORY     - Date     Condition        Report By
 DM0160  HISTORY     - 1934     MONUMENTED       CGS
 DM0160  HISTORY     - 1954     MARK NOT FOUND   USGS
 DM0160  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0160
 DM0160                          STATION DESCRIPTION
 DM0160
 DM0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0160'3.2 MI W FROM HOOKS.
 DM0160'3.2 MI W OF AND ALONG THE T P R R DIRECTLY OPPOSITE MILE POST 18.  40
 DM0160'FEET N OF CENTER OF TRACK.  5 FEET S OF R/W FENCE.
 DM0160
 DM0160                          STATION RECOVERY (1954)
 DM0160
 DM0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DM0160'MARK NOT FOUND.
 DM0160
 DM0160                          STATION RECOVERY (1997)
 DM0160
 DM0160'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0892 ***********************************************************************
 CR0892  DESIGNATION -  X 287
 CR0892  PID         -  CR0892
 CR0892  STATE/COUNTY-  TX/VAN ZANDT
 CR0892  USGS QUAD   -  EDGEWOOD (1981)
 CR0892
 CR0892                         *CURRENT SURVEY CONTROL
 CR0892  ___________________________________________________________________
 CR0892* NAD 83(1986)-  32 41 48.     (N)    095 52 46.     (W)     SCALED    
 CR0892* NAVD 88     -       144.429  (meters)     473.85   (feet)  ADJUSTED  
 CR0892  ___________________________________________________________________
 CR0892  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CR0892  DYNAMIC HT  -         144.266 (meters)     473.31  (feet)  COMP
 CR0892  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 CR0892
 CR0892  VERT ORDER  -  SECOND    CLASS 0
 CR0892
 CR0892.The horizontal coordinates were scaled from a topographic map and have
 CR0892.an estimated accuracy of +/- 6 seconds.
 CR0892
 CR0892.The orthometric height was determined by differential leveling
 CR0892.and adjusted by the National Geodetic Survey in June 1991..
 CR0892
 CR0892.The geoid height was determined by GEOID03.
 CR0892
 CR0892.The dynamic height is computed by dividing the NAVD 88
 CR0892.geopotential number by the normal gravity value computed on the
 CR0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0892.degrees latitude (g = 980.6199 gals.).
 CR0892
 CR0892.The modeled gravity was interpolated from observed gravity values.
 CR0892
 CR0892;                    North         East    Units  Estimated Accuracy
 CR0892;SPC TXNC     - 2,117,280.      845,680.      MT  (+/- 180 meters Scaled)
 CR0892
 CR0892                          SUPERSEDED SURVEY CONTROL
 CR0892
 CR0892  NGVD 29 (??/??/92)  144.444  (m)          473.90   (f) ADJ UNCH    2 0
 CR0892
 CR0892.Superseded values are not recommended for survey control.
 CR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0892.See file dsdata.txt to determine how the superseded data were derived.
 CR0892
 CR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS300213(NAD 83)
 CR0892_MARKER: DB = BENCH MARK DISK
 CR0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0892_STAMPING: X 287 1934
 CR0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0892+STABILITY: SURFACE MOTION
 CR0892
 CR0892  HISTORY     - Date     Condition        Report By
 CR0892  HISTORY     - 1934     MONUMENTED       CGS
 CR0892  HISTORY     - 1952     GOOD             NGS
 CR0892  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 CR0892  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0892
 CR0892                          STATION DESCRIPTION
 CR0892
 CR0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CR0892'0.35 MI E FROM EDGEWOOD.
 CR0892'0.35 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CR0892'AT EDGEWOOD, 9 POLES WEST OF MILEPOST 159, 45 FEET NORTHWEST OF THE
 CR0892'CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 27 FEET NORTH OF THE
 CR0892'CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 28.6 FEET SOUTH OF THE
 CR0892'SOUTH RAIL OF THE MAIN TRACK, 44 FEET WEST OF A TELEPHONE POLE, 3 FEET
 CR0892'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0892'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CR0892
 CR0892                          STATION RECOVERY (1993)
 CR0892
 CR0892'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0892'MARK NOT FOUND.
 CR0892
 CR0892                          STATION RECOVERY (1995)
 CR0892
 CR0892'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2025 ***********************************************************************
 CS2025  DESIGNATION -  X 289
 CS2025  PID         -  CS2025
 CS2025  STATE/COUNTY-  TX/JOHNSON
 CS2025  USGS QUAD   -  KEENE (1978)
 CS2025
 CS2025                         *CURRENT SURVEY CONTROL
 CS2025  ___________________________________________________________________
 CS2025* NAD 83(1986)-  32 27 14.     (N)    097 18 00.     (W)     SCALED    
 CS2025* NAVD 88     -       255.577  (meters)     838.51   (feet)  ADJUSTED  
 CS2025  ___________________________________________________________________
 CS2025  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CS2025  DYNAMIC HT  -         255.271 (meters)     837.50  (feet)  COMP
 CS2025  MODELED GRAV-     979,435.4   (mgal)                       NAVD 88
 CS2025
 CS2025  VERT ORDER  -  FIRST     CLASS II
 CS2025
 CS2025.The horizontal coordinates were scaled from a topographic map and have
 CS2025.an estimated accuracy of +/- 6 seconds.
 CS2025
 CS2025.The orthometric height was determined by differential leveling
 CS2025.and adjusted by the National Geodetic Survey in June 1991..
 CS2025
 CS2025.The geoid height was determined by GEOID03.
 CS2025
 CS2025.The dynamic height is computed by dividing the NAVD 88
 CS2025.geopotential number by the normal gravity value computed on the
 CS2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2025.degrees latitude (g = 980.6199 gals.).
 CS2025
 CS2025.The modeled gravity was interpolated from observed gravity values.
 CS2025
 CS2025;                    North         East    Units  Estimated Accuracy
 CS2025;SPC TXNC     - 2,087,940.      712,820.      MT  (+/- 180 meters Scaled)
 CS2025
 CS2025                          SUPERSEDED SURVEY CONTROL
 CS2025
 CS2025  NGVD 29 (??/??/92)  255.545  (m)          838.40   (f) ADJ UNCH    1 2
 CS2025
 CS2025.Superseded values are not recommended for survey control.
 CS2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2025.See file dsdata.txt to determine how the superseded data were derived.
 CS2025
 CS2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA597920(NAD 83)
 CS2025_MARKER: DB = BENCH MARK DISK
 CS2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2025_STAMPING: X 289 1934
 CS2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2025+STABILITY: SURFACE MOTION
 CS2025
 CS2025  HISTORY     - Date     Condition        Report By
 CS2025  HISTORY     - 1934     MONUMENTED       CGS
 CS2025  HISTORY     - 1964     MARK NOT FOUND   NGS
 CS2025  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2025  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2025  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2025  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2025  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS2025
 CS2025                          STATION DESCRIPTION
 CS2025
 CS2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2025'6.5 MI S FROM BURLESON.
 CS2025'6.5 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS2025'THE STATION AT BURLESON, JOHNSON COUNTY, 154 FEET NORTH OF THE STATION
 CS2025'AT EAGAN, AND 32 FEET WEST OF THE CENTER LINE OF THE TRACK. A STANDARD
 CS2025'DISK, STAMPED X 289 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CS2025'THE RAILROAD STATION AT EGAN NO LONGER EXISTS.  IT WAS REPORTED THAT 3
 CS2025'SETS OF RAILROAD TRACKS HAVE BEEN BUILT AT THE SITE OF BENCH MARK
 CS2025'SINCE IT WAS ESTABLISHED.  IT IS BELIEVED THE BENCH MARK IS COVERED BY
 CS2025'DIRT OR WAS DESTROYED DURING THE RECONSTRUCTION OF THE RAILROAD
 CS2025'TRACKS.
 CS2025
 CS2025                          STATION RECOVERY (1983)
 CS2025
 CS2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2025'MARK NOT FOUND.
 CS2025
 CS2025                          STATION RECOVERY (1991)
 CS2025
 CS2025'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS2025'MARK NOT FOUND.
 CS2025
 CS2025                          STATION RECOVERY (1994)
 CS2025
 CS2025'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2025'MARK NOT FOUND.
 CS2025
 CS2025                          STATION RECOVERY (2004)
 CS2025
 CS2025'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS2025'MARK NOT FOUND.
 CS2025
 CS2025                          STATION RECOVERY (2005)
 CS2025
 CS2025'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS2025'MARK IS BELIEVED TO BE COVERED OR DESTROYED BY THE CONSTRUCTION OF NEW
 CS2025'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0235 ***********************************************************************
 AZ0235  DESIGNATION -  X 29
 AZ0235  PID         -  AZ0235
 AZ0235  STATE/COUNTY-  TX/VAL VERDE
 AZ0235  USGS QUAD   -  SHUMLA (1973)
 AZ0235
 AZ0235                         *CURRENT SURVEY CONTROL
 AZ0235  ___________________________________________________________________
 AZ0235* NAD 83(1986)-  29 47 20.     (N)    101 26 27.     (W)     SCALED    
 AZ0235* NAVD 88     -       431.530  (meters)    1415.78   (feet)  ADJUSTED  
 AZ0235  ___________________________________________________________________
 AZ0235  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AZ0235  DYNAMIC HT  -         430.902 (meters)    1413.72  (feet)  COMP
 AZ0235  MODELED GRAV-     979,176.3   (mgal)                       NAVD 88
 AZ0235
 AZ0235  VERT ORDER  -  FIRST     CLASS II
 AZ0235
 AZ0235.The horizontal coordinates were scaled from a topographic map and have
 AZ0235.an estimated accuracy of +/- 6 seconds.
 AZ0235
 AZ0235.The orthometric height was determined by differential leveling
 AZ0235.and adjusted by the National Geodetic Survey in June 1991..
 AZ0235
 AZ0235.The geoid height was determined by GEOID03.
 AZ0235
 AZ0235.The dynamic height is computed by dividing the NAVD 88
 AZ0235.geopotential number by the normal gravity value computed on the
 AZ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0235.degrees latitude (g = 980.6199 gals.).
 AZ0235
 AZ0235.The modeled gravity was interpolated from observed gravity values.
 AZ0235
 AZ0235;                    North         East    Units  Estimated Accuracy
 AZ0235;SPC TXSC     - 4,219,190.      364,040.      MT  (+/- 180 meters Scaled)
 AZ0235
 AZ0235                          SUPERSEDED SURVEY CONTROL
 AZ0235
 AZ0235  NGVD 29 (??/??/92)  431.407  (m)         1415.37   (f) ADJ UNCH    1 2
 AZ0235
 AZ0235.Superseded values are not recommended for survey control.
 AZ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0235.See file dsdata.txt to determine how the superseded data were derived.
 AZ0235
 AZ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT640978(NAD 83)
 AZ0235_MARKER: DB = BENCH MARK DISK
 AZ0235_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0235_SP_SET: ROCK
 AZ0235_STAMPING: X 29 1917 ELEV 1415.45 FT
 AZ0235_MARK LOGO: CGS   
 AZ0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0235+STABILITY: POSITION/ELEVATION WELL
 AZ0235
 AZ0235  HISTORY     - Date     Condition        Report By
 AZ0235  HISTORY     - 1917     MONUMENTED       CGS
 AZ0235  HISTORY     - 1958     GOOD             NGS
 AZ0235  HISTORY     - 1981     GOOD             NGS
 AZ0235  HISTORY     - 20010607 GOOD             USPSQD
 AZ0235
 AZ0235                          STATION DESCRIPTION
 AZ0235
 AZ0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0235'9.05 MI E FROM LANGTRY.
 AZ0235'ABOUT 9.05 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0235'THE STATION AT LANGTRY, 7 POLES SOUTHEAST OF MILEPOST 434, ABOUT 100
 AZ0235'YARDS SOUTH OF THE SOUTH RAIL, IN THE TOP OF A FLAT LIMESTONE ROCK
 AZ0235'WHICH IS FLUSH WITH THE GROUND, 37 FEET SOUTHWEST OF THE CENTER LINE
 AZ0235'OF THE OLD RAILROAD GRADE, 54 FEET NORTHEAST OF THE CENTER LINE OF U.
 AZ0235'S. HIGHWAY 90, 55 FEET SOUTHEAST OF A TELEPHONE POLE, AND ABOUT 4 FEET
 AZ0235'ABOVE THE LEVEL OF THE OLD GRADE AND LEVEL WITH THE HIGHWAY.
 AZ0235
 AZ0235                          STATION RECOVERY (1981)
 AZ0235
 AZ0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0235'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0235'OFFICE IN LANGTRY, THENCE 13.3 KM (8.25 MI) EASTERLY ALONG U.S.
 AZ0235'HIGHWAY 90, 0.3 KM (0.2 MI) SOUTHEAST OF SOUTHERN PACIFIC RAILROAD
 AZ0235'MILEPOST 434, IN THE CENTER OF A 20 BY 100 FT EXPOSED AREA OF
 AZ0235'OUTCROPPING BEDROCK, 175.3 METERS (575.1 FT) NORTHEAST OF THE
 AZ0235'CENTERLINE OF THE HIGHWAY, 92.0 METERS (301.8 FT) SOUTHWEST OF THE
 AZ0235'NEAR RAIL, 16.8 METERS (55.1 FT) SOUTHEAST OF A UTILITY POLE, 16.6
 AZ0235'METERS (54.5 FT) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY AND
 AZ0235'11.3 METERS (37.1 FT) SOUTHWEST OF THE CENTER OF THE OLD RAILROAD BED.
 AZ0235'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 AZ0235
 AZ0235                          STATION RECOVERY (2001)
 AZ0235
 AZ0235'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0770 ***********************************************************************
 BZ0770  DESIGNATION -  X 291
 BZ0770  PID         -  BZ0770
 BZ0770  STATE/COUNTY-  TX/MCLENNAN
 BZ0770  USGS QUAD   -  CRAWFORD (1979)
 BZ0770
 BZ0770                         *CURRENT SURVEY CONTROL
 BZ0770  ___________________________________________________________________
 BZ0770* NAD 83(1986)-  31 31 58.     (N)    097 27 04.     (W)     SCALED    
 BZ0770* NAVD 88     -       223.728  (meters)     734.01   (feet)  ADJUSTED  
 BZ0770  ___________________________________________________________________
 BZ0770  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BZ0770  DYNAMIC HT  -         223.437 (meters)     733.06  (feet)  COMP
 BZ0770  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 BZ0770
 BZ0770  VERT ORDER  -  SECOND    CLASS 0
 BZ0770
 BZ0770.The horizontal coordinates were scaled from a topographic map and have
 BZ0770.an estimated accuracy of +/- 6 seconds.
 BZ0770
 BZ0770.The orthometric height was determined by differential leveling
 BZ0770.and adjusted by the National Geodetic Survey in June 1991..
 BZ0770
 BZ0770.The geoid height was determined by GEOID03.
 BZ0770
 BZ0770.The dynamic height is computed by dividing the NAVD 88
 BZ0770.geopotential number by the normal gravity value computed on the
 BZ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0770.degrees latitude (g = 980.6199 gals.).
 BZ0770
 BZ0770.The modeled gravity was interpolated from observed gravity values.
 BZ0770
 BZ0770;                    North         East    Units  Estimated Accuracy
 BZ0770;SPC TX C     - 3,210,420.      973,670.      MT  (+/- 180 meters Scaled)
 BZ0770
 BZ0770                          SUPERSEDED SURVEY CONTROL
 BZ0770
 BZ0770  NGVD 29 (??/??/92)  223.682  (m)          733.86   (f) ADJ UNCH    2 0
 BZ0770
 BZ0770.Superseded values are not recommended for survey control.
 BZ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0770.See file dsdata.txt to determine how the superseded data were derived.
 BZ0770
 BZ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV470896(NAD 83)
 BZ0770_MARKER: DB = BENCH MARK DISK
 BZ0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0770_SP_SET: PIER
 BZ0770_STAMPING: X 291 1934
 BZ0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0770+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BZ0770
 BZ0770  HISTORY     - Date     Condition        Report By
 BZ0770  HISTORY     - 1934     MONUMENTED       CGS
 BZ0770  HISTORY     - 1966     GOOD             NGS
 BZ0770  HISTORY     - 19950716 GOOD             USPSQD
 BZ0770  HISTORY     - 20010317 GOOD             USPSQD
 BZ0770  HISTORY     - 20040110 GOOD             USPSQD
 BZ0770  HISTORY     - 20050728 GOOD             USPSQD
 BZ0770
 BZ0770                          STATION DESCRIPTION
 BZ0770
 BZ0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0770'IN CRAWFORD.
 BZ0770'AT CRAWFORD, MCLENNAN COUNTY, AT THE WEST EDGE OF THE TOWN, ABOUT 0.5
 BZ0770'MILE WEST OF THE GULF, COLORADO AND SANTA FE RAILWAY STATION, AT THE
 BZ0770'CONCRETE WATER TOWER, AND IN THE TOP OF THE SOUTHEAST PIER.  A
 BZ0770'STANDARD DISK, STAMPED X 291 1934.  NOTE-- THE BENCH MARK IS 0.4 MILE
 BZ0770'WEST ALONG F.M. HIGHWAY 185 FROM THE JUNCTION OF STATE HIGHWAY 317 IN
 BZ0770'CRAWFORD, IN THE SOUTHEAST FOOTING THAT SUPPORTS THE CRAWFORD
 BZ0770'MUNICIPAL WATER TANK.
 BZ0770
 BZ0770                          STATION RECOVERY (1995)
 BZ0770
 BZ0770'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0770'RECOVERED IN GOOD CONDITION.
 BZ0770
 BZ0770                          STATION RECOVERY (2001)
 BZ0770
 BZ0770'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0770'RECOVERED IN GOOD CONDITION.
 BZ0770
 BZ0770                          STATION RECOVERY (2004)
 BZ0770
 BZ0770'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ0770'RECOVERED IN GOOD CONDITION.
 BZ0770
 BZ0770                          STATION RECOVERY (2005)
 BZ0770
 BZ0770'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2124 ***********************************************************************
 CS2124  DESIGNATION -  X 292
 CS2124  PID         -  CS2124
 CS2124  STATE/COUNTY-  TX/BOSQUE
 CS2124  USGS QUAD   -  LAKESIDE VILLAGE (1976)
 CS2124
 CS2124                         *CURRENT SURVEY CONTROL
 CS2124  ___________________________________________________________________
 CS2124* NAD 83(1986)-  32 05 17.     (N)    097 28 27.     (W)     SCALED    
 CS2124* NAVD 88     -       163.199  (meters)     535.43   (feet)  ADJUSTED  
 CS2124  ___________________________________________________________________
 CS2124  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS2124  DYNAMIC HT  -         162.999 (meters)     534.77  (feet)  COMP
 CS2124  MODELED GRAV-     979,408.1   (mgal)                       NAVD 88
 CS2124
 CS2124  VERT ORDER  -  SECOND    CLASS 0
 CS2124
 CS2124.The horizontal coordinates were scaled from a topographic map and have
 CS2124.an estimated accuracy of +/- 6 seconds.
 CS2124
 CS2124.The orthometric height was determined by differential leveling
 CS2124.and adjusted by the National Geodetic Survey in June 1991..
 CS2124
 CS2124.The geoid height was determined by GEOID03.
 CS2124
 CS2124.The dynamic height is computed by dividing the NAVD 88
 CS2124.geopotential number by the normal gravity value computed on the
 CS2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2124.degrees latitude (g = 980.6199 gals.).
 CS2124
 CS2124.The modeled gravity was interpolated from observed gravity values.
 CS2124
 CS2124;                    North         East    Units  Estimated Accuracy
 CS2124;SPC TX C     - 3,271,910.      969,900.      MT  (+/- 180 meters Scaled)
 CS2124
 CS2124                          SUPERSEDED SURVEY CONTROL
 CS2124
 CS2124  NGVD 29 (??/??/92)  163.180  (m)          535.37   (f) ADJ UNCH    2 0
 CS2124
 CS2124.Superseded values are not recommended for survey control.
 CS2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2124.See file dsdata.txt to determine how the superseded data were derived.
 CS2124
 CS2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA439512(NAD 83)
 CS2124_MARKER: DB = BENCH MARK DISK
 CS2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2124_STAMPING: X 292 1934
 CS2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2124+STABILITY: SURFACE MOTION
 CS2124
 CS2124  HISTORY     - Date     Condition        Report By
 CS2124  HISTORY     - 1934     MONUMENTED       CGS
 CS2124  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2124
 CS2124                          STATION DESCRIPTION
 CS2124
 CS2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2124'2.0 MI N FROM KOPPERL.
 CS2124'ABOUT 2.0 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2124'FROM THE STATION AT KOPPERL, BOSQUE COUNTY, ABOUT 84 FEET EAST OF
 CS2124'MILEPOST 297, 32 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET
 CS2124'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 292 1934
 CS2124'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD TRACKS,
 CS2124'MILE POST, AND RIGHT-OF-WAY FENCE HAVE BEEN REMOVED.  THE RAILROAD BED
 CS2124'IS NOW USED AS A FARM ROAD, AND THE SITE AT BENCH MARK IS PASTURE
 CS2124'LAND.  IT IS BELIEVED THE BENCH MARK WAS COVERED WHEN THE TRACKS WERE
 CS2124'REMOVED OR THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2120 ***********************************************************************
 CS2120  DESIGNATION -  X 293
 CS2120  PID         -  CS2120
 CS2120  STATE/COUNTY-  TX/ELLIS
 CS2120  USGS QUAD   -  VENUS (1978)
 CS2120
 CS2120                         *CURRENT SURVEY CONTROL
 CS2120  ___________________________________________________________________
 CS2120* NAD 83(1986)-  32 27 20.     (N)    097 03 03.     (W)     SCALED    
 CS2120* NAVD 88     -       190.738  (meters)     625.78   (feet)  ADJUSTED  
 CS2120  ___________________________________________________________________
 CS2120  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CS2120  DYNAMIC HT  -         190.511 (meters)     625.03  (feet)  COMP
 CS2120  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 CS2120
 CS2120  VERT ORDER  -  SECOND    CLASS 0
 CS2120
 CS2120.The horizontal coordinates were scaled from a topographic map and have
 CS2120.an estimated accuracy of +/- 6 seconds.
 CS2120
 CS2120.The orthometric height was determined by differential leveling
 CS2120.and adjusted by the National Geodetic Survey in June 1991..
 CS2120
 CS2120.The geoid height was determined by GEOID03.
 CS2120
 CS2120.The dynamic height is computed by dividing the NAVD 88
 CS2120.geopotential number by the normal gravity value computed on the
 CS2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2120.degrees latitude (g = 980.6199 gals.).
 CS2120
 CS2120.The modeled gravity was interpolated from observed gravity values.
 CS2120
 CS2120;                    North         East    Units  Estimated Accuracy
 CS2120;SPC TXNC     - 2,088,420.      736,240.      MT  (+/- 180 meters Scaled)
 CS2120
 CS2120                          SUPERSEDED SURVEY CONTROL
 CS2120
 CS2120  NGVD 29 (??/??/92)  190.718  (m)          625.71   (f) ADJ UNCH    2 0
 CS2120
 CS2120.Superseded values are not recommended for survey control.
 CS2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2120.See file dsdata.txt to determine how the superseded data were derived.
 CS2120
 CS2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA832926(NAD 83)
 CS2120_MARKER: DB = BENCH MARK DISK
 CS2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2120_STAMPING: X 293 1934
 CS2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2120+STABILITY: SURFACE MOTION
 CS2120
 CS2120  HISTORY     - Date     Condition        Report By
 CS2120  HISTORY     - 1934     MONUMENTED       CGS
 CS2120  HISTORY     - 1965     GOOD             NGS
 CS2120
 CS2120                          STATION DESCRIPTION
 CS2120
 CS2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2120'3.4 MI E FROM VENUS.
 CS2120'IN ELLIS COUNTY, 3.4 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE
 CS2120'RAILWAY FROM THE STATION AT VENUS, JOHNSON COUNTY, 10 FEET NORTH OF
 CS2120'MILEPOST 23, 44 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 2 FEET
 CS2120'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 293 1934
 CS2120'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK WAS REACHED
 CS2120'FROM THE JUNCTION OF U.S. HIGHWAY 67 AND FM HIGHWAY 157 IN VENUS, BY
 CS2120'GOING EAST 0.7 MILE ALONG U. S. HIGHWAY 67 TO THE ELLIS-JOHNSON COUNTY
 CS2120'LINE, THENCE 2.4 MILES EAST ALONG THE HIGHWAY TO SITE OF BENCH MARK.
 CS2120'IT IS 348 FEET EAST OF THE SOUTHEAST CORNER OF A BRIDGE WHICH IS UNDER
 CS2120'THE HIGHWAY.  THE MARK IS A 6 X 6 IN. CONCRETE POST, PROJECTING ABOUT
 CS2120'10 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1507 ***********************************************************************
 DN1507  DESIGNATION -  X 294 RESET
 DN1507  PID         -  DN1507
 DN1507  STATE/COUNTY-  TX/HUNT
 DN1507  USGS QUAD   -  WOLFE CITY (1965)
 DN1507
 DN1507                         *CURRENT SURVEY CONTROL
 DN1507  ___________________________________________________________________
 DN1507* NAD 83(1986)-  33 22 17.     (N)    096 04 16.     (W)     SCALED    
 DN1507* NAVD 88     -       208.67   (meters)     684.6    (feet)  RESET     
 DN1507  ___________________________________________________________________
 DN1507  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DN1507
 DN1507  VERT ORDER  -  THIRD
 DN1507
 DN1507.The horizontal coordinates were scaled from a topographic map and have
 DN1507.an estimated accuracy of +/- 6 seconds.
 DN1507
 DN1507.The orthometric height was computed from unverified reset data.
 DN1507
 DN1507.The geoid height was determined by GEOID03.
 DN1507
 DN1507;                    North         East    Units  Estimated Accuracy
 DN1507;SPC TXNC     - 2,191,650.      825,990.      MT  (+/- 180 meters Scaled)
 DN1507
 DN1507                          SUPERSEDED SURVEY CONTROL
 DN1507
 DN1507.No superseded survey control is available for this station.
 DN1507
 DN1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB725962(NAD 83)
 DN1507_MARKER: DV = VERTICAL CONTROL DISK
 DN1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1507_SP_SET: CONCRETE POST
 DN1507_STAMPING: X 294 RESET 1991
 DN1507_MARK LOGO: NGS   
 DN1507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1507+STABILITY: SURFACE MOTION
 DN1507
 DN1507  HISTORY     - Date     Condition        Report By
 DN1507  HISTORY     - 1991     MONUMENTED       LOCENG
 DN1507
 DN1507                          STATION DESCRIPTION
 DN1507
 DN1507'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 DN1507'581 FEET (177.1 M) SOUTHEAST OF THE CENTERLINE INTERSECTION OF STATE
 DN1507'HIGHWAY 34 AND THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 59 FEET
 DN1507'(18.0 M) SOUTH OF THE CENTERLINE OF HIGHWAY 34, 18.33 FEET (5.59 M)
 DN1507'NORTHEAST OF THE NORTHEAST CORNER OF THE LIBRARY/SENIOR CITIZENS
 DN1507'CENTER AT THE BASE OF THE FLAG POLE, 81.75 FEET (24.92 M) NORTHEAST
 DN1507'OF THE CENTERLINE OF WILLIAMS STREET, 40.83 FEET (12.45 M) NORTHWEST
 DN1507'OF THE CENTERLINE OF NORTH MILL STREET, 59 FEET (18.0 M) SOUTHWEST OF
 DN1507'THE CENTERLINE OF STATE HIGHWAY 34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0545 ***********************************************************************
 DM0545  DESIGNATION -  X 295
 DM0545  PID         -  DM0545
 DM0545  STATE/COUNTY-  TX/FANNIN
 DM0545  USGS QUAD   -  HONEY GROVE (1984)
 DM0545
 DM0545                         *CURRENT SURVEY CONTROL
 DM0545  ___________________________________________________________________
 DM0545* NAD 83(1986)-  33 34 30.     (N)    095 56 32.     (W)     SCALED    
 DM0545* NAVD 88     -       205.211  (meters)     673.26   (feet)  ADJUSTED  
 DM0545  ___________________________________________________________________
 DM0545  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DM0545  DYNAMIC HT  -         204.993 (meters)     672.55  (feet)  COMP
 DM0545  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DM0545
 DM0545  VERT ORDER  -  SECOND    CLASS 0
 DM0545
 DM0545.The horizontal coordinates were scaled from a topographic map and have
 DM0545.an estimated accuracy of +/- 6 seconds.
 DM0545
 DM0545.The orthometric height was determined by differential leveling
 DM0545.and adjusted by the National Geodetic Survey in June 1991..
 DM0545
 DM0545.The geoid height was determined by GEOID03.
 DM0545
 DM0545.The dynamic height is computed by dividing the NAVD 88
 DM0545.geopotential number by the normal gravity value computed on the
 DM0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0545.degrees latitude (g = 980.6199 gals.).
 DM0545
 DM0545.The modeled gravity was interpolated from observed gravity values.
 DM0545
 DM0545;                    North         East    Units  Estimated Accuracy
 DM0545;SPC TXNC     - 2,214,510.      837,430.      MT  (+/- 180 meters Scaled)
 DM0545
 DM0545                          SUPERSEDED SURVEY CONTROL
 DM0545
 DM0545  NGVD 29 (??/??/92)  205.196  (m)          673.21   (f) ADJ UNCH    2 0
 DM0545
 DM0545.Superseded values are not recommended for survey control.
 DM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0545.See file dsdata.txt to determine how the superseded data were derived.
 DM0545
 DM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT269189(NAD 83)
 DM0545_MARKER: DB = BENCH MARK DISK
 DM0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0545_STAMPING: X 295 1934
 DM0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0545+STABILITY: SURFACE MOTION
 DM0545
 DM0545  HISTORY     - Date     Condition        Report By
 DM0545  HISTORY     - 1934     MONUMENTED       CGS
 DM0545  HISTORY     - 1942     GOOD             NGS
 DM0545  HISTORY     - 1977     MARK NOT FOUND   USGS
 DM0545  HISTORY     - 19940402 MARK NOT FOUND   USPSQD
 DM0545
 DM0545                          STATION DESCRIPTION
 DM0545
 DM0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0545'2.0 MI W FROM HONEY GROVE.
 DM0545'2.0 MI W OF AND ALONG THE T P R R.  40 FEET N OF THE CENTER OF THE
 DM0545'TRACK.  ABOUT 120 FEET E OF MILE POST 114.  CLOSE TO INTERSECTION OF
 DM0545'FENCE LINES.  35 FEET W OF A SECONDARY ROAD CROSSING RAILROAD.
 DM0545
 DM0545                          STATION RECOVERY (1942)
 DM0545
 DM0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DM0545'RECOVERED IN GOOD CONDITION.
 DM0545
 DM0545                          STATION RECOVERY (1977)
 DM0545
 DM0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DM0545'ROAD CROSSING RAILROAD NO LONGER IS RELATED TO THE MILE POST AS
 DM0545'DESCRIBED BUT ALL POSSIBILITIES WERE SEARCHED OUT.
 DM0545
 DM0545                          STATION RECOVERY (1994)
 DM0545
 DM0545'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0154 ***********************************************************************
 CR0154  DESIGNATION -  X 296
 CR0154  PID         -  CR0154
 CR0154  STATE/COUNTY-  TX/RUSK
 CR0154  USGS QUAD   -  MINDEN (1983)
 CR0154
 CR0154                         *CURRENT SURVEY CONTROL
 CR0154  ___________________________________________________________________
 CR0154* NAD 83(1986)-  32 01 59.     (N)    094 43 07.     (W)     SCALED    
 CR0154* NAVD 88     -       120.172  (meters)     394.26   (feet)  ADJUSTED  
 CR0154  ___________________________________________________________________
 CR0154  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CR0154  DYNAMIC HT  -         120.028 (meters)     393.79  (feet)  COMP
 CR0154  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 CR0154
 CR0154  VERT ORDER  -  SECOND    CLASS 0
 CR0154
 CR0154.The horizontal coordinates were scaled from a topographic map and have
 CR0154.an estimated accuracy of +/- 6 seconds.
 CR0154
 CR0154.The orthometric height was determined by differential leveling
 CR0154.and adjusted by the National Geodetic Survey in June 1991..
 CR0154
 CR0154.The geoid height was determined by GEOID03.
 CR0154
 CR0154.The dynamic height is computed by dividing the NAVD 88
 CR0154.geopotential number by the normal gravity value computed on the
 CR0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0154.degrees latitude (g = 980.6199 gals.).
 CR0154
 CR0154.The modeled gravity was interpolated from observed gravity values.
 CR0154
 CR0154;                    North         East    Units  Estimated Accuracy
 CR0154;SPC TXNC     - 2,047,060.      957,120.      MT  (+/- 180 meters Scaled)
 CR0154
 CR0154                          SUPERSEDED SURVEY CONTROL
 CR0154
 CR0154  NGVD 29 (??/??/92)  120.178  (m)          394.28   (f) ADJ UNCH    2 0
 CR0154
 CR0154.Superseded values are not recommended for survey control.
 CR0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0154.See file dsdata.txt to determine how the superseded data were derived.
 CR0154
 CR0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR377453(NAD 83)
 CR0154_MARKER: DB = BENCH MARK DISK
 CR0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0154_STAMPING: X 296 1934
 CR0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0154+STABILITY: SURFACE MOTION
 CR0154
 CR0154  HISTORY     - Date     Condition        Report By
 CR0154  HISTORY     - 1938     MONUMENTED       CGS
 CR0154  HISTORY     - 1938     GOOD             NGS
 CR0154
 CR0154                          STATION DESCRIPTION
 CR0154
 CR0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0154'1.5 MI NW FROM MINDEN.
 CR0154'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 CR0154'MINDEN, RUSK COUNTY, 75 YARDS SOUTH OF A SIDE ROAD LEADING EAST TO THE
 CR0154'ROSY KNOLL FARMHOUSE, 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 6
 CR0154'FEET SOUTH OF A POLE, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 CR0154'2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED X 296 1934
 CR0154'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1331 ***********************************************************************
 BY1331  DESIGNATION -  X 297
 BY1331  PID         -  BY1331
 BY1331  STATE/COUNTY-  TX/CHEROKEE
 BY1331  USGS QUAD   -  ALTO (1973)
 BY1331
 BY1331                         *CURRENT SURVEY CONTROL
 BY1331  ___________________________________________________________________
 BY1331* NAD 83(1986)-  31 40 08.     (N)    095 05 19.     (W)     SCALED    
 BY1331* NAVD 88     -       134.88   (+/-2cm)     442.5    (feet)  VERTCON   
 BY1331  ___________________________________________________________________
 BY1331  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BY1331
 BY1331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1331
 BY1331.The horizontal coordinates were scaled from a topographic map and have
 BY1331.an estimated accuracy of +/- 6 seconds.
 BY1331
 BY1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1331.The vertical order pertains to the NGVD 29 superseded value.
 BY1331
 BY1331.The geoid height was determined by GEOID03.
 BY1331
 BY1331;                    North         East    Units  Estimated Accuracy
 BY1331;SPC TX C     - 3,233,690.    1,197,150.      MT  (+/- 180 meters Scaled)
 BY1331
 BY1331                          SUPERSEDED SURVEY CONTROL
 BY1331
 BY1331  NGVD 29 (??/??/92)  134.915  (m)          442.63   (f) ADJ UNCH    2 0
 BY1331
 BY1331.Superseded values are not recommended for survey control.
 BY1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1331.See file dsdata.txt to determine how the superseded data were derived.
 BY1331
 BY1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR019056(NAD 83)
 BY1331_MARKER: DB = BENCH MARK DISK
 BY1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1331_STAMPING: X 297 1934
 BY1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1331+STABILITY: SURFACE MOTION
 BY1331
 BY1331  HISTORY     - Date     Condition        Report By
 BY1331  HISTORY     - 1934     MONUMENTED       CGS
 BY1331  HISTORY     - 1973     GOOD             USGS
 BY1331  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1331
 BY1331                          STATION DESCRIPTION
 BY1331
 BY1331'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 BY1331'1.5 MI NW FROM ALTO.
 BY1331'1.5 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 BY1331'WATER TOWER AT ALTO, CHEROKEE COUNTY, AT A DIRT ROAD CROSSING, 65 FT.
 BY1331'SOUTHEAST OF CENTERLINE CROSSING, 35 FT. WEST OF THE CENTERLINE OF THE
 BY1331'TRACK, 18 FT. SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, AND ABOUT
 BY1331'2 FT. HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED X 297 1934 AND
 BY1331'SET IN THE TOP OF A CONCRETE POST.
 BY1331
 BY1331                          STATION RECOVERY (1996)
 BY1331
 BY1331'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1009 ***********************************************************************
 BY1009  DESIGNATION -  X 298
 BY1009  PID         -  BY1009
 BY1009  STATE/COUNTY-  TX/ANGELINA
 BY1009  USGS QUAD   -  HUNTINGTON (1980)
 BY1009
 BY1009                         *CURRENT SURVEY CONTROL
 BY1009  ___________________________________________________________________
 BY1009* NAD 83(1986)-  31 20 40.     (N)    094 35 34.     (W)     SCALED    
 BY1009* NAVD 88     -        89.74   (+/-2cm)     294.4    (feet)  VERTCON   
 BY1009  ___________________________________________________________________
 BY1009  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY1009
 BY1009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1009
 BY1009.The horizontal coordinates were scaled from a topographic map and have
 BY1009.an estimated accuracy of +/- 6 seconds.
 BY1009
 BY1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1009.The vertical order pertains to the NGVD 29 superseded value.
 BY1009
 BY1009.The geoid height was determined by GEOID03.
 BY1009
 BY1009;                    North         East    Units  Estimated Accuracy
 BY1009;SPC TX C     - 3,200,080.    1,245,970.      MT  (+/- 180 meters Scaled)
 BY1009
 BY1009                          SUPERSEDED SURVEY CONTROL
 BY1009
 BY1009  NGVD 29 (??/??/92)   89.781  (m)          294.56   (f) ADJ UNCH    2 0
 BY1009
 BY1009.Superseded values are not recommended for survey control.
 BY1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1009.See file dsdata.txt to determine how the superseded data were derived.
 BY1009
 BY1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ484688(NAD 83)
 BY1009_MARKER: DB = BENCH MARK DISK
 BY1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1009_STAMPING: X 298 1934
 BY1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1009+STABILITY: SURFACE MOTION
 BY1009
 BY1009  HISTORY     - Date     Condition        Report By
 BY1009  HISTORY     - 1934     MONUMENTED       CGS
 BY1009  HISTORY     - 1949     GOOD             NGS
 BY1009
 BY1009                          STATION DESCRIPTION
 BY1009
 BY1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1009'8.2 MI E FROM PROSSER.
 BY1009'8.2 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1009'STATION AT PROSSER, ANGELINA COUNTY, 150 YARDS EAST OF MILEPOST 10, AT
 BY1009'THE CROSSING OF THE MAIN ROAD LEADING TO CHIRENO, 31 FEET EAST OF THE
 BY1009'CENTERLINE OF THE ROAD, 20 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 BY1009'AND SET IN THE TOP OF A CONCRETE POST.
 BY1009
 BY1009                          STATION RECOVERY (1949)
 BY1009
 BY1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2096 ***********************************************************************
 BX2096  DESIGNATION -  X 299
 BX2096  PID         -  BX2096
 BX2096  STATE/COUNTY-  TX/SABINE
 BX2096  USGS QUAD   -  GENEVA (1984)
 BX2096
 BX2096                         *CURRENT SURVEY CONTROL
 BX2096  ___________________________________________________________________
 BX2096* NAD 83(1986)-  31 29 00.     (N)    093 58 03.     (W)     SCALED    
 BX2096* NAVD 88     -       101.39   (+/-2cm)     332.6    (feet)  VERTCON   
 BX2096  ___________________________________________________________________
 BX2096  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BX2096
 BX2096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2096
 BX2096.The horizontal coordinates were scaled from a topographic map and have
 BX2096.an estimated accuracy of +/- 6 seconds.
 BX2096
 BX2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2096.The vertical order pertains to the NGVD 29 superseded value.
 BX2096
 BX2096.The geoid height was determined by GEOID03.
 BX2096
 BX2096;                    North         East    Units  Estimated Accuracy
 BX2096;SPC TX C     - 3,218,690.    1,304,500.      MT  (+/- 180 meters Scaled)
 BX2096
 BX2096                          SUPERSEDED SURVEY CONTROL
 BX2096
 BX2096  NGVD 29 (??/??/??)  101.425  (m)          332.76   (f) ADJUSTED    2 0
 BX2096
 BX2096.Superseded values are not recommended for survey control.
 BX2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2096.See file dsdata.txt to determine how the superseded data were derived.
 BX2096
 BX2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ081835(NAD 83)
 BX2096_MARKER: DB = BENCH MARK DISK
 BX2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2096_STAMPING: X 299 1934
 BX2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2096+STABILITY: SURFACE MOTION
 BX2096
 BX2096  HISTORY     - Date     Condition        Report By
 BX2096  HISTORY     - 1934     MONUMENTED       CGS
 BX2096  HISTORY     - 1942     GOOD             CGS
 BX2096
 BX2096                          STATION DESCRIPTION
 BX2096
 BX2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX2096'3.5 MI W FROM GENEVA.
 BX2096'3.5 MILES WEST ALONG STATE HIGHWAY 21 FROM GENEVA SABINE COUNTY, 160
 BX2096'YARDS EAST OF THE WEST END OF A GUARDRAIL ON THE SOUTH SIDE OF THE
 BX2096'HIGHWAY, 60 FEET EAST OF THE CENTERLINE OF A ROAD LEADING SOUTH TO A
 BX2096'FARMHOUSE, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, NEAR THE
 BX2096'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 BX2096
 BX2096                          STATION RECOVERY (1942)
 BX2096
 BX2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 BX2096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0180 ***********************************************************************
 AZ0180  DESIGNATION -  X 30
 AZ0180  PID         -  AZ0180
 AZ0180  STATE/COUNTY-  TX/VAL VERDE
 AZ0180  USGS QUAD   -  DEL RIO SW (1972)
 AZ0180
 AZ0180                         *CURRENT SURVEY CONTROL
 AZ0180  ___________________________________________________________________
 AZ0180* NAD 83(1986)-  29 21 59.     (N)    100 59 20.     (W)     SCALED    
 AZ0180* NAVD 88     -       283.140  (meters)     928.94   (feet)  POSTED    
 AZ0180  ___________________________________________________________________
 AZ0180  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AZ0180  DYNAMIC HT  -         282.730 (meters)     927.59  (feet)  COMP
 AZ0180  MODELED GRAV-     979,174.4   (mgal)                       NAVD 88
 AZ0180
 AZ0180  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0180
 AZ0180.The horizontal coordinates were scaled from a topographic map and have
 AZ0180.an estimated accuracy of +/- 6 seconds.
 AZ0180
 AZ0180.The orthometric height was determined by differential leveling
 AZ0180.and adjusted by the National Geodetic Survey in 1992..
 AZ0180.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0180.rate of 0.0 thru 1.0 mm/km.
 AZ0180
 AZ0180.The geoid height was determined by GEOID03.
 AZ0180
 AZ0180.The dynamic height is computed by dividing the NAVD 88
 AZ0180.geopotential number by the normal gravity value computed on the
 AZ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0180.degrees latitude (g = 980.6199 gals.).
 AZ0180
 AZ0180.The modeled gravity was interpolated from observed gravity values.
 AZ0180
 AZ0180;                    North         East    Units  Estimated Accuracy
 AZ0180;SPC TXSC     - 4,171,550.      406,930.      MT  (+/- 180 meters Scaled)
 AZ0180
 AZ0180                          SUPERSEDED SURVEY CONTROL
 AZ0180
 AZ0180  NGVD 29 (??/??/92)  283.086  (m)          928.76   (f) ADJ UNCH    1 2
 AZ0180
 AZ0180.Superseded values are not recommended for survey control.
 AZ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0180.See file dsdata.txt to determine how the superseded data were derived.
 AZ0180
 AZ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT069502(NAD 83)
 AZ0180_MARKER: DB = BENCH MARK DISK
 AZ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0180_STAMPING: X 30 1917 ELEV 928.758 FT
 AZ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0180+STABILITY: SURFACE MOTION
 AZ0180
 AZ0180  HISTORY     - Date     Condition        Report By
 AZ0180  HISTORY     - 1917     MONUMENTED       CGS
 AZ0180  HISTORY     - 1958     GOOD             NGS
 AZ0180
 AZ0180                          STATION DESCRIPTION
 AZ0180
 AZ0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0180'5.4 MI W FROM DEL RIO.
 AZ0180'ABOUT 5.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0180'STATION AT DEL RIO, 5 FEET EAST OF MILEPOST 384, 33 FEET SOUTH OF THE
 AZ0180'SOUTH RAIL, 7 1/2 FEET NORTH OF A FENCE, 2 FEET NORTH OF A WHITE
 AZ0180'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 AZ0180'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2115 ***********************************************************************
 BX2115  DESIGNATION -  X 300
 BX2115  PID         -  BX2115
 BX2115  STATE/COUNTY-  TX/NEWTON
 BX2115  USGS QUAD   -  WIERGATE SE (1985)
 BX2115
 BX2115                         *CURRENT SURVEY CONTROL
 BX2115  ___________________________________________________________________
 BX2115* NAD 83(1986)-  31 04 01.     (N)    093 32 13.     (W)     SCALED    
 BX2115* NAVD 88     -        33.19   (+/-2cm)     108.9    (feet)  VERTCON   
 BX2115  ___________________________________________________________________
 BX2115  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BX2115
 BX2115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2115
 BX2115.The horizontal coordinates were scaled from a topographic map and have
 BX2115.an estimated accuracy of +/- 6 seconds.
 BX2115
 BX2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2115.The vertical order pertains to the NGVD 29 superseded value.
 BX2115
 BX2115.The geoid height was determined by GEOID03.
 BX2115
 BX2115;                    North         East    Units  Estimated Accuracy
 BX2115;SPC TX C     - 3,175,030.    1,348,150.      MT  (+/- 180 meters Scaled)
 BX2115
 BX2115                          SUPERSEDED SURVEY CONTROL
 BX2115
 BX2115  NGVD 29 (??/??/??)   33.283  (m)          109.20   (f) ADJUSTED    2 0
 BX2115
 BX2115.Superseded values are not recommended for survey control.
 BX2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2115.See file dsdata.txt to determine how the superseded data were derived.
 BX2115
 BX2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ487371(NAD 83)
 BX2115_MARKER: DB = BENCH MARK DISK
 BX2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2115_STAMPING: X 300 1935
 BX2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2115+STABILITY: SURFACE MOTION
 BX2115
 BX2115  HISTORY     - Date     Condition        Report By
 BX2115  HISTORY     - 1935     MONUMENTED       CGS
 BX2115  HISTORY     - 1955     MARK NOT FOUND   CGS
 BX2115  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX2115
 BX2115                          STATION DESCRIPTION
 BX2115
 BX2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BX2115'10.4 MI NE FROM BURKEVILLE.
 BX2115'10.4 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM BURKEVILLE NEWTON
 BX2115'COUNTY, 2.0 MILES WEST OF SABINE RIVER, AT THE EDGE OF A PINE FOREST,
 BX2115'ABOUT 50 YARDS EAST OF A CURVE, AND 40 FEET NORTH OF THE CENTERLINE OF
 BX2115'THE HIGHWAY.  A STANDARD DISK, STAMPED X 300 1935 AND SET IN THE TOP
 BX2115'OF A CONCRETE POST.  NOTE-- AT THE EDGE OF A PINE FOREST HAS NO
 BX2115'MEANING BECAUSE THE FOREST IS CONTINUOUS FOR SEVERAL MILES.  50 YARDS
 BX2115'EAST OF A CURVE IS TOO VAGUE BECAUSE THE CURVE IS AT LEAST 1/2 MILE
 BX2115'LONG AND VERY GRADUAL.  AND 40 FEET NORTH OF THE CENTERLINE OF THE
 BX2115'HIGHWAY WOULD PUT IT IN A BORROW DITCH AS HIGHWAY 63 NOW IS.
 BX2115
 BX2115                          STATION RECOVERY (1981)
 BX2115
 BX2115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX2115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1425 ***********************************************************************
 BY1425  DESIGNATION -  X 301
 BY1425  PID         -  BY1425
 BY1425  STATE/COUNTY-  TX/HOUSTON
 BY1425  USGS QUAD   -  KENNARD NE (1950)
 BY1425
 BY1425                         *CURRENT SURVEY CONTROL
 BY1425  ___________________________________________________________________
 BY1425* NAD 83(1986)-  31 24 05.     (N)    095 06 57.     (W)     SCALED    
 BY1425* NAVD 88     -       111.29   (+/-2cm)     365.1    (feet)  VERTCON   
 BY1425  ___________________________________________________________________
 BY1425  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1425
 BY1425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1425
 BY1425.The horizontal coordinates were scaled from a topographic map and have
 BY1425.an estimated accuracy of +/- 6 seconds.
 BY1425
 BY1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1425.The vertical order pertains to the NGVD 29 superseded value.
 BY1425
 BY1425.The geoid height was determined by GEOID03.
 BY1425
 BY1425;                    North         East    Units  Estimated Accuracy
 BY1425;SPC TX C     - 3,203,940.    1,195,970.      MT  (+/- 180 meters Scaled)
 BY1425
 BY1425                          SUPERSEDED SURVEY CONTROL
 BY1425
 BY1425  NGVD 29 (??/??/92)  111.325  (m)          365.24   (f) ADJ UNCH    2 0
 BY1425
 BY1425.Superseded values are not recommended for survey control.
 BY1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1425.See file dsdata.txt to determine how the superseded data were derived.
 BY1425
 BY1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ988760(NAD 83)
 BY1425_MARKER: DB = BENCH MARK DISK
 BY1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1425_STAMPING: X 301 1935
 BY1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1425+STABILITY: SURFACE MOTION
 BY1425
 BY1425  HISTORY     - Date     Condition        Report By
 BY1425  HISTORY     - 1935     MONUMENTED       CGS
 BY1425  HISTORY     - 1948     GOOD             NGS
 BY1425
 BY1425                          STATION DESCRIPTION
 BY1425
 BY1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1425'1.6 MI NE FROM RATCLIFF.
 BY1425'0.2 MILE EAST ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 BY1425'RATCLIFF, THENCE 1.4 MILES NORTHEAST ALONG THE WELLS-RATCLIFF ROAD, ON
 BY1425'THE OUTSIDE OF A CURVE, AT THE SOUTHEAST EDGE OF A CLEARING, 36.0 FEET
 BY1425'NORTHWEST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD,
 BY1425'16.1 FEET SOUTHWEST OF THE SOUTHWEST END OF A WOODEN GATE, 1.2 FEET
 BY1425'SOUTHEAST OF A FENCE, 0.9 FOOT NORTHEAST OF A REFERENCE POST, SET IN
 BY1425'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1915 ***********************************************************************
 BK1915  DESIGNATION -  X 302
 BK1915  PID         -  BK1915
 BK1915  STATE/COUNTY-  TX/NEWTON
 BK1915  USGS QUAD   -  BON WIER (1982)
 BK1915
 BK1915                         *CURRENT SURVEY CONTROL
 BK1915  ___________________________________________________________________
 BK1915* NAD 83(1986)-  30 44 11.     (N)    093 39 32.     (W)     SCALED    
 BK1915* NAVD 88     -        25.27   (+/-2cm)      82.9    (feet)  VERTCON   
 BK1915  ___________________________________________________________________
 BK1915  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK1915
 BK1915  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1915
 BK1915.The horizontal coordinates were scaled from a topographic map and have
 BK1915.an estimated accuracy of +/- 6 seconds.
 BK1915
 BK1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1915.The vertical order pertains to the NGVD 29 superseded value.
 BK1915
 BK1915.The geoid height was determined by GEOID03.
 BK1915
 BK1915;                    North         East    Units  Estimated Accuracy
 BK1915;SPC TX C     - 3,137,750.    1,338,730.      MT  (+/- 180 meters Scaled)
 BK1915
 BK1915                          SUPERSEDED SURVEY CONTROL
 BK1915
 BK1915  NGVD 29 (??/??/??)   25.308  (m)           83.03   (f) ADJUSTED    2 0
 BK1915
 BK1915.Superseded values are not recommended for survey control.
 BK1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1915.See file dsdata.txt to determine how the superseded data were derived.
 BK1915
 BK1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ369005(NAD 83)
 BK1915_MARKER: DB = BENCH MARK DISK
 BK1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1915_STAMPING: X 302 1935
 BK1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1915+STABILITY: SURFACE MOTION
 BK1915
 BK1915  HISTORY     - Date     Condition        Report By
 BK1915  HISTORY     - 1935     MONUMENTED       CGS
 BK1915
 BK1915                          STATION DESCRIPTION
 BK1915
 BK1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1915'7.1 MI SW FROM MERRYVILLE.
 BK1915'7.1 MI SW OF AND ALONG THE G C AND S F RR 37 FEET N OF CENTER OF
 BK1915'TRACK.  OPPOSITE A RAILWAY W SIGN IN LINE WITH ROW OF POLES.  3 FEET E
 BK1915'OF MILEPOST 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0637 ***********************************************************************
 BY0637  DESIGNATION -  X 303
 BY0637  PID         -  BY0637
 BY0637  STATE/COUNTY-  TX/TYLER
 BY0637  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0637
 BY0637                         *CURRENT SURVEY CONTROL
 BY0637  ___________________________________________________________________
 BY0637* NAD 83(1986)-  31 00 18.     (N)    094 22 26.     (W)     SCALED    
 BY0637* NAVD 88     -        48.47   (+/-2cm)     159.0    (feet)  VERTCON   
 BY0637  ___________________________________________________________________
 BY0637  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0637
 BY0637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0637
 BY0637.The horizontal coordinates were scaled from a topographic map and have
 BY0637.an estimated accuracy of +/- 6 seconds.
 BY0637
 BY0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0637.The vertical order pertains to the NGVD 29 superseded value.
 BY0637
 BY0637.The geoid height was determined by GEOID03.
 BY0637
 BY0637;                    North         East    Units  Estimated Accuracy
 BY0637;SPC TX C     - 3,163,600.    1,268,780.      MT  (+/- 180 meters Scaled)
 BY0637
 BY0637                          SUPERSEDED SURVEY CONTROL
 BY0637
 BY0637  NGVD 29 (??/??/92)   48.476  (m)          159.04   (f) ADJ UNCH    2 0
 BY0637
 BY0637.Superseded values are not recommended for survey control.
 BY0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0637.See file dsdata.txt to determine how the superseded data were derived.
 BY0637
 BY0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ688309(NAD 83)
 BY0637_MARKER: DB = BENCH MARK DISK
 BY0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0637_STAMPING: X 303 1934
 BY0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0637+STABILITY: SURFACE MOTION
 BY0637
 BY0637  HISTORY     - Date     Condition        Report By
 BY0637  HISTORY     - 1934     MONUMENTED       CGS
 BY0637  HISTORY     - 1949     GOOD             NGS
 BY0637
 BY0637                          STATION DESCRIPTION
 BY0637
 BY0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0637'0.9 MI SE FROM ROCKLAND.
 BY0637'0.9 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0637'STATION AT ROCKLAND, 8.4 MILES NORTHWEST OF COLMESNEIL, 78.0 FEET
 BY0637'NORTHWEST OF THE 8TH POLE NORTH OF MILEPOST 102, ABOUT 0.1 MILE NORTH
 BY0637'OF BRIDGE NO. 102.16, 94.2 FEET WEST OF THE WEST RAIL OF THE TRACK,
 BY0637'2.3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF A
 BY0637'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BY0637'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1048 ***********************************************************************
 AW1048  DESIGNATION -  X 305
 AW1048  PID         -  AW1048
 AW1048  STATE/COUNTY-  TX/GALVESTON
 AW1048  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1048
 AW1048                         *CURRENT SURVEY CONTROL
 AW1048  ___________________________________________________________________
 AW1048* NAD 83(1986)-  29 20 57.     (N)    094 56 30.     (W)     SCALED    
 AW1048* NAVD 88     -         1.570  (meters)       5.15   (feet)  ADJUSTED  
 AW1048  ___________________________________________________________________
 AW1048  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1048  DYNAMIC HT  -           1.567 (meters)       5.14  (feet)  COMP
 AW1048  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AW1048  OBS GRAVITY -     979,261.4   (mgal)                       GRAV_OBS
 AW1048
 AW1048  VERT ORDER  -  FIRST     CLASS II
 AW1048
 AW1048.The horizontal coordinates were scaled from a topographic map and have
 AW1048.an estimated accuracy of +/- 6 seconds.
 AW1048
 AW1048.The orthometric height was determined by differential leveling
 AW1048.and adjusted by the National Geodetic Survey in March 1997..
 AW1048
 AW1048.The geoid height was determined by GEOID03.
 AW1048
 AW1048.The dynamic height is computed by dividing the NAVD 88
 AW1048.geopotential number by the normal gravity value computed on the
 AW1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1048.degrees latitude (g = 980.6199 gals.).
 AW1048
 AW1048.The modeled gravity was interpolated from observed gravity values.
 AW1048.The observed gravity was obtained from relative gravimeter ties
 AW1048.to the IGSN71 gravity network.
 AW1048
 AW1048;                    North         East    Units  Estimated Accuracy
 AW1048;SPC TXSC     - 4,174,830.      993,970.      MT  (+/- 180 meters Scaled)
 AW1048
 AW1048                          SUPERSEDED SURVEY CONTROL
 AW1048
 AW1048  NAVD 88 (06/15/91)    1.562  (m)            5.12   (f) UNKNOWN     1 2
 AW1048  NGVD 29 (12/23/87)    1.558  (m)            5.11   (f) ADJUSTED    1 2
 AW1048
 AW1048.Superseded values are not recommended for survey control.
 AW1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1048.See file dsdata.txt to determine how the superseded data were derived.
 AW1048
 AW1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN115482(NAD 83)
 AW1048_MARKER: DB = BENCH MARK DISK
 AW1048_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1048_SP_SET: SIGNAL FOOTING
 AW1048_STAMPING: X 305 1935 10.262
 AW1048_MARK LOGO: CGS   
 AW1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1048+STABILITY: SURFACE MOTION
 AW1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1048+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1048
 AW1048  HISTORY     - Date     Condition        Report By
 AW1048  HISTORY     - 1935     MONUMENTED       CGS
 AW1048  HISTORY     - 1973     GOOD             NGS
 AW1048  HISTORY     - 1976     GOOD             NGS
 AW1048  HISTORY     - 1976     GOOD             NGS
 AW1048  HISTORY     - 1978     GOOD             NGS
 AW1048  HISTORY     - 1983     GOOD             NGS
 AW1048  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1048  HISTORY     - 1987     GOOD             NGS
 AW1048  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1048  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1048  HISTORY     - 1988     GOOD             USPSQD
 AW1048  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1048  HISTORY     - 1988     GOOD             USPSQD
 AW1048  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1048  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1048  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1048  HISTORY     - 1990     GOOD             USPSQD
 AW1048  HISTORY     - 1991     GOOD             USPSQD
 AW1048  HISTORY     - 19940326 GOOD             USPSQD
 AW1048  HISTORY     - 19961204 GOOD             NGS
 AW1048  HISTORY     - 20050607 GOOD             USPSQD
 AW1048
 AW1048                          STATION DESCRIPTION
 AW1048
 AW1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1048'2.7 MI SE FROM LA MARQUE.
 AW1048'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM
 AW1048'ROAD 1765, AT THE JUNCTION OF STATE HIGHWAY 3 AND STATE HIGHWAY 146
 AW1048'OVERPASS, ALSO AT THE CROSSING OF GALVESTON, HOUSTON AND HENDERSON
 AW1048'RAILROAD AND THE TEXAS CITY TERMINAL RAILROAD, SET IN THE TOP AND AT
 AW1048'THE SOUTH CORNER OF A 2- BY 2-FOOT CONCRETE FOUNDATION, 200 FEET EAST
 AW1048'OF THE OVERPASS, 21.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 AW1048'TEXAS CITY TERMINAL RAILROAD, 18.4 FEET NORTHEAST OF THE NORTHEAST
 AW1048'RAIL OF THE GALVESTON, HOUSTON AND HENDERSON RAILROAD, ABOUT LEVEL
 AW1048'WITH THE GROUND, AND 1 FOOT LOWER THAN THE TRACKS.
 AW1048
 AW1048                          STATION RECOVERY (1976)
 AW1048
 AW1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1048'RECOVERED IN GOOD CONDITION.
 AW1048
 AW1048                          STATION RECOVERY (1976)
 AW1048
 AW1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1048'RECOVERED IN GOOD CONDITION.
 AW1048
 AW1048                          STATION RECOVERY (1978)
 AW1048
 AW1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1048'RECOVERED IN GOOD CONDITION.
 AW1048
 AW1048                          STATION RECOVERY (1983)
 AW1048
 AW1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1048'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 AW1048
 AW1048                          STATION RECOVERY (1987)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1048'MARK NOT FOUND.
 AW1048
 AW1048                          STATION RECOVERY (1987)
 AW1048
 AW1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1048'RECOVERED IN GOOD CONDITION.
 AW1048
 AW1048                          STATION RECOVERY (1988)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1048'MARK NOT FOUND.
 AW1048
 AW1048                          STATION RECOVERY (1988)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1048'MARK NOT FOUND.
 AW1048
 AW1048                          STATION RECOVERY (1988)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1048'RECOVERED IN GOOD CONDITION.
 AW1048
 AW1048                          STATION RECOVERY (1988)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1048'MARK NOT FOUND.
 AW1048
 AW1048                          STATION RECOVERY (1988)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1048'RECOVERED IN GOOD CONDITION.
 AW1048
 AW1048                          STATION RECOVERY (1988)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1048'MARK NOT FOUND.
 AW1048
 AW1048                          STATION RECOVERY (1988)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1048'MARK NOT FOUND.
 AW1048
 AW1048                          STATION RECOVERY (1988)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1048'MARK NOT FOUND.
 AW1048
 AW1048                          STATION RECOVERY (1990)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1048'RECOVERED IN GOOD CONDITION.
 AW1048
 AW1048                          STATION RECOVERY (1991)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1048'RECOVERED IN GOOD CONDITION.
 AW1048
 AW1048                          STATION RECOVERY (1994)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1048'RECOVERED IN GOOD CONDITION.
 AW1048
 AW1048                          STATION RECOVERY (1996)
 AW1048
 AW1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1048'IN LA MARQUE, AT THE INTERSECTION OF STATE HIGHWAYS 3 AND 146, NEAR
 AW1048'THE SOUTH CORNER OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL
 AW1048'REMOVED) , 61.9 M (203.1 FT) NORTHEAST OF THE CENTER OF THE WESTBOUND
 AW1048'LANES OF HIGHWAY 3, 60.8 M (199.5 FT) EAST OF THE CENTER OF HIGHWAY
 AW1048'146 AND BENCH MARK T 1219, 38.3 M (125.7 FT) NORTHEAST OF THE NEAR
 AW1048'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 6.5 M (21.3 FT) NORTHEAST OF
 AW1048'THE NEAR RAIL OF THE SANTA FE RAILROAD, AND 5.6 M (18.4 FT) SOUTHEAST
 AW1048'OF THE NEAR RAIL OF A SPUR TRACK.
 AW1048
 AW1048                          STATION RECOVERY (2005)
 AW1048
 AW1048'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0361 ***********************************************************************
 AX0361  DESIGNATION -  X 307
 AX0361  PID         -  AX0361
 AX0361  STATE/COUNTY-  TX/JACKSON
 AX0361  USGS QUAD   -  LOUISE (1981)
 AX0361
 AX0361                         *CURRENT SURVEY CONTROL
 AX0361  ___________________________________________________________________
 AX0361* NAD 83(1986)-  29 03 33.     (N)    096 29 13.     (W)     SCALED    
 AX0361* NAVD 88     -        20.78   (+/-2cm)      68.2    (feet)  VERTCON   
 AX0361  ___________________________________________________________________
 AX0361  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0361
 AX0361  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0361
 AX0361.The horizontal coordinates were scaled from a topographic map and have
 AX0361.an estimated accuracy of +/- 6 seconds.
 AX0361
 AX0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0361.The vertical order pertains to the NGVD 29 superseded value.
 AX0361
 AX0361.The geoid height was determined by GEOID03.
 AX0361
 AX0361;                    North         East    Units  Estimated Accuracy
 AX0361;SPC TXSC     - 4,138,480.      844,680.      MT  (+/- 180 meters Scaled)
 AX0361
 AX0361                          SUPERSEDED SURVEY CONTROL
 AX0361
 AX0361  NGVD 29 (??/??/92)   20.789  (m)           68.21   (f) ADJ UNCH    2 0
 AX0361
 AX0361.Superseded values are not recommended for survey control.
 AX0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0361.See file dsdata.txt to determine how the superseded data were derived.
 AX0361
 AX0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT446171(NAD 83)
 AX0361_MARKER: DB = BENCH MARK DISK
 AX0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0361_STAMPING: X 307 1935
 AX0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0361+STABILITY: SURFACE MOTION
 AX0361
 AX0361  HISTORY     - Date     Condition        Report By
 AX0361  HISTORY     - 1935     MONUMENTED       CGS
 AX0361  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0361  HISTORY     - 1972     MARK NOT FOUND   CGS
 AX0361  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0361  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0361
 AX0361                          STATION DESCRIPTION
 AX0361
 AX0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0361'2.0 MI NE FROM GANADO.
 AX0361'2.0 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0361'STATION AT GANADO, JACKSON COUNTY, 78 FEET WEST-NORTHWEST ACROSS THE
 AX0361'TRACK FROM MILEPOST 55, 34.4 FEET NORTHWEST OF THE NORTHWEST RAIL,
 AX0361'60.5 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 59, 17.1 FEET
 AX0361'SOUTH OF A POLE, 8 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AX0361'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN
 AX0361'THE TRACK.  A STANDARD DISK, STAMPED X 307 1935 AND SET IN THE TOP OF
 AX0361'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AX0361
 AX0361                          STATION RECOVERY (1965)
 AX0361
 AX0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0361'MARK NOT FOUND.
 AX0361
 AX0361                          STATION RECOVERY (1972)
 AX0361
 AX0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972
 AX0361'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 AX0361
 AX0361                          STATION RECOVERY (1987)
 AX0361
 AX0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0361'NOT RECOVERED.
 AX0361
 AX0361                          STATION RECOVERY (1998)
 AX0361
 AX0361'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0345 ***********************************************************************
 BL0345  DESIGNATION -  X 308
 BL0345  PID         -  BL0345
 BL0345  STATE/COUNTY-  TX/HARDIN
 BL0345  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0345
 BL0345                         *CURRENT SURVEY CONTROL
 BL0345  ___________________________________________________________________
 BL0345* NAD 83(1986)-  30 23 46.     (N)    094 26 34.     (W)     SCALED    
 BL0345* NAVD 88     -        31.80   (+/-2cm)     104.3    (feet)  VERTCON   
 BL0345  ___________________________________________________________________
 BL0345  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL0345
 BL0345  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0345
 BL0345.The horizontal coordinates were scaled from a topographic map and have
 BL0345.an estimated accuracy of +/- 6 seconds.
 BL0345
 BL0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0345.The vertical order pertains to the NGVD 29 superseded value.
 BL0345
 BL0345.The geoid height was determined by GEOID03.
 BL0345
 BL0345;                    North         East    Units  Estimated Accuracy
 BL0345;SPC TX C     - 3,095,850.    1,265,790.      MT  (+/- 180 meters Scaled)
 BL0345
 BL0345                          SUPERSEDED SURVEY CONTROL
 BL0345
 BL0345  NGVD 29 (??/??/92)   31.806  (m)          104.35   (f) ADJ UNCH    2 0
 BL0345
 BL0345.Superseded values are not recommended for survey control.
 BL0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0345.See file dsdata.txt to determine how the superseded data were derived.
 BL0345
 BL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP613635(NAD 83)
 BL0345_MARKER: DB = BENCH MARK DISK
 BL0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0345_STAMPING: X 308 1935
 BL0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0345+STABILITY: SURFACE MOTION
 BL0345
 BL0345  HISTORY     - Date     Condition        Report By
 BL0345  HISTORY     - 1935     MONUMENTED       CGS
 BL0345  HISTORY     - 1955     GOOD             USGS
 BL0345  HISTORY     - 1977     MARK NOT FOUND   NGS
 BL0345  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0345
 BL0345                          STATION DESCRIPTION
 BL0345
 BL0345'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BL0345'IN HONEY ISLAND.
 BL0345'AT HONEY ISLAND, HARDIN COUNTY, ON THE GULF, COLORADO AND SANTA FE
 BL0345'RAILWAY, 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, AT
 BL0345'MILEAGE 135 B, AT A ROAD CROSSING, 88 FEET SOUTH OF THE CENTERLINE OF
 BL0345'THE TRACK, AND 20 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 BL0345'DISK, STAMPED X 308 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BL0345
 BL0345                          STATION RECOVERY (1977)
 BL0345
 BL0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BL0345'MARK NOT FOUND.
 BL0345
 BL0345                          STATION RECOVERY (1998)
 BL0345
 BL0345'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2518 ***********************************************************************
 AW2518  DESIGNATION -  X 309
 AW2518  PID         -  AW2518
 AW2518  STATE/COUNTY-  TX/CHAMBERS
 AW2518  USGS QUAD   -  STOWELL (1993)
 AW2518
 AW2518                         *CURRENT SURVEY CONTROL
 AW2518  ___________________________________________________________________
 AW2518* NAD 83(1986)-  29 45 02.     (N)    094 22 33.     (W)     SCALED    
 AW2518* NAVD 88     -         4.50   (+/-2cm)      14.8    (feet)  VERTCON   
 AW2518  ___________________________________________________________________
 AW2518  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW2518
 AW2518  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2518
 AW2518.The horizontal coordinates were scaled from a topographic map and have
 AW2518.an estimated accuracy of +/- 6 seconds.
 AW2518
 AW2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2518.The vertical order pertains to the NGVD 29 superseded value.
 AW2518
 AW2518.The geoid height was determined by GEOID03.
 AW2518
 AW2518;                    North         East    Units  Estimated Accuracy
 AW2518;SPC TXSC     - 4,221,320.    1,047,110.      MT  (+/- 180 meters Scaled)
 AW2518
 AW2518                          SUPERSEDED SURVEY CONTROL
 AW2518
 AW2518  NGVD 29 (??/??/92)    4.497  (m)           14.75   (f) ADJ UNCH    1 2
 AW2518
 AW2518.Superseded values are not recommended for survey control.
 AW2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2518.See file dsdata.txt to determine how the superseded data were derived.
 AW2518
 AW2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN669919(NAD 83)
 AW2518_MARKER: DB = BENCH MARK DISK
 AW2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2518_STAMPING: X 309 1935 14.774
 AW2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2518+STABILITY: SURFACE MOTION
 AW2518
 AW2518  HISTORY     - Date     Condition        Report By
 AW2518  HISTORY     - 1935     MONUMENTED       CGS
 AW2518  HISTORY     - 1953     GOOD             NGS
 AW2518  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW2518  HISTORY     - 19890409 MARK NOT FOUND   USPSQD
 AW2518  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 AW2518  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2518  HISTORY     - 20030211 MARK NOT FOUND   USPSQD
 AW2518  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2518  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2518
 AW2518                          STATION DESCRIPTION
 AW2518
 AW2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2518'2.9 MI S FROM STOWELL.
 AW2518'2.9 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2518'STOWELL, 44 FEET SOUTH OF THE FIRST POLE SOUTH OF MILEPOST 47, 74 FEET
 AW2518'EAST OF THE CENTER LINE OF THE HIGHWAY, 42.5 FEET EAST OF THE EAST
 AW2518'RAIL OF A RAILROAD, 2.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 AW2518'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AW2518
 AW2518                          STATION RECOVERY (1958)
 AW2518
 AW2518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW2518'MARK NOT FOUND.
 AW2518
 AW2518                          STATION RECOVERY (1989)
 AW2518
 AW2518'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2518'MARK NOT FOUND.
 AW2518
 AW2518                          STATION RECOVERY (1996)
 AW2518
 AW2518'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2518'MARK NOT FOUND.
 AW2518
 AW2518                          STATION RECOVERY (2001)
 AW2518
 AW2518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2518'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2518
 AW2518                          STATION RECOVERY (2003)
 AW2518
 AW2518'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2518'MARK NOT FOUND.
 AW2518
 AW2518                          STATION RECOVERY (2004)
 AW2518
 AW2518'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2518'MARK NOT FOUND.
 AW2518
 AW2518                          STATION RECOVERY (2005)
 AW2518
 AW2518'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0067 ***********************************************************************
 AZ0067  DESIGNATION -  X 31
 AZ0067  PID         -  AZ0067
 AZ0067  STATE/COUNTY-  TX/KINNEY
 AZ0067  USGS QUAD   -  ANACACHO (1974)
 AZ0067
 AZ0067                         *CURRENT SURVEY CONTROL
 AZ0067  ___________________________________________________________________
 AZ0067* NAD 83(1986)-  29 10 57.     (N)    100 18 46.     (W)     SCALED    
 AZ0067* NAVD 88     -       293.349  (meters)     962.43   (feet)  POSTED    
 AZ0067  ___________________________________________________________________
 AZ0067  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0067  DYNAMIC HT  -         292.920 (meters)     961.02  (feet)  COMP
 AZ0067  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AZ0067
 AZ0067  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0067
 AZ0067.The horizontal coordinates were scaled from a topographic map and have
 AZ0067.an estimated accuracy of +/- 6 seconds.
 AZ0067
 AZ0067.The orthometric height was determined by differential leveling
 AZ0067.and adjusted by the National Geodetic Survey in 1992..
 AZ0067.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0067.rate of 1.1 thru 2.0 mm/km.
 AZ0067
 AZ0067.The geoid height was determined by GEOID03.
 AZ0067
 AZ0067.The dynamic height is computed by dividing the NAVD 88
 AZ0067.geopotential number by the normal gravity value computed on the
 AZ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0067.degrees latitude (g = 980.6199 gals.).
 AZ0067
 AZ0067.The modeled gravity was interpolated from observed gravity values.
 AZ0067
 AZ0067;                    North         East    Units  Estimated Accuracy
 AZ0067;SPC TXSC     - 4,150,240.      472,330.      MT  (+/- 180 meters Scaled)
 AZ0067
 AZ0067                          SUPERSEDED SURVEY CONTROL
 AZ0067
 AZ0067  NGVD 29 (??/??/92)  293.226  (m)          962.03   (f) ADJ UNCH    1 2
 AZ0067
 AZ0067.Superseded values are not recommended for survey control.
 AZ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0067.See file dsdata.txt to determine how the superseded data were derived.
 AZ0067
 AZ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT723289(NAD 83)
 AZ0067_MARKER: Q = CHISELED SQUARE
 AZ0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0067_SP_SET: ABUTMENT
 AZ0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0067
 AZ0067  HISTORY     - Date     Condition        Report By
 AZ0067  HISTORY     - UNK      MONUMENTED       CGS
 AZ0067  HISTORY     - 1957     GOOD             NGS
 AZ0067  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0067
 AZ0067                          STATION DESCRIPTION
 AZ0067
 AZ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0067'7.05 MI E FROM SPOFFORD.
 AZ0067'ABOUT 7.05 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0067'THE STATION AT SPOFFORD, AN OUTLINED SQUARE CUT IN THE TOP OF THE
 AZ0067'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER WEST ELM
 AZ0067'CREEK, 5.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 1.8 FEET
 AZ0067'BELOW THE TOP OF THE RAIL.
 AZ0067
 AZ0067                          STATION RECOVERY (1982)
 AZ0067
 AZ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0067'MARK NOT RECOVERED, PROBABLY COVERED OVER WITH RAILROAD TIE OR ROCKS
 AZ0067'WHEN NEW RAILROAD BED WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1595 ***********************************************************************
 AX1595  DESIGNATION -  X 310
 AX1595  PID         -  AX1595
 AX1595  STATE/COUNTY-  TX/FAYETTE
 AX1595  USGS QUAD   -  WEST POINT (1981)
 AX1595
 AX1595                         *CURRENT SURVEY CONTROL
 AX1595  ___________________________________________________________________
 AX1595* NAD 83(1986)-  29 59 06.     (N)    097 02 03.     (W)     SCALED    
 AX1595* NAVD 88     -        89.64   (+/-2cm)     294.1    (feet)  VERTCON   
 AX1595  ___________________________________________________________________
 AX1595  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AX1595
 AX1595  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1595
 AX1595.The horizontal coordinates were scaled from a topographic map and have
 AX1595.an estimated accuracy of +/- 6 seconds.
 AX1595
 AX1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1595.The vertical order pertains to the NGVD 29 superseded value.
 AX1595
 AX1595.The geoid height was determined by GEOID03.
 AX1595
 AX1595;                    North         East    Units  Estimated Accuracy
 AX1595;SPC TXSC     - 4,240,060.      789,680.      MT  (+/- 180 meters Scaled)
 AX1595
 AX1595                          SUPERSEDED SURVEY CONTROL
 AX1595
 AX1595  NGVD 29 (??/??/92)   89.586  (m)          293.92   (f) ADJ UNCH    1 2
 AX1595
 AX1595.Superseded values are not recommended for survey control.
 AX1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1595.See file dsdata.txt to determine how the superseded data were derived.
 AX1595
 AX1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU896187(NAD 83)
 AX1595_MARKER: DB = BENCH MARK DISK
 AX1595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1595_SP_SET: BRIDGE ABUTMENT
 AX1595_STAMPING: X 310 1935
 AX1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1595
 AX1595  HISTORY     - Date     Condition        Report By
 AX1595  HISTORY     - 1935     MONUMENTED       CGS
 AX1595  HISTORY     - 1943     GOOD             NGS
 AX1595
 AX1595                          STATION DESCRIPTION
 AX1595
 AX1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1595'2.25 MI N FROM WEST POINT.
 AX1595'2.25 MILES NORTH ALONG SOUTHERN PACIFIC RAILROAD (FORMERLY THE TAXAS
 AX1595'AND NEW ORLEANS RAILROAD) FROM THE STATION AT WEST POINT, 0.4 MILE
 AX1595'NORTH OF MILEPOST 51, AT A LARGE STEEL BRIDGE OVER COLORADO RIVER, IN
 AX1595'THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT, 3.9 FEET EAST
 AX1595'OF THE EAST RAIL OF THE TRACK, AND 1.4 FEET LOWER THAN THE TRACK. A
 AX1595'STANDARD DISK, STAMPED X 310 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0314 ***********************************************************************
 BM0314  DESIGNATION -  X 311
 BM0314  PID         -  BM0314
 BM0314  STATE/COUNTY-  TX/MILAM
 BM0314  USGS QUAD   -  HICKS (1988)
 BM0314
 BM0314                         *CURRENT SURVEY CONTROL
 BM0314  ___________________________________________________________________
 BM0314* NAD 83(1986)-  30 33 59.     (N)    096 59 29.     (W)     SCALED    
 BM0314* NAVD 88     -       133.28   (+/-2cm)     437.3    (feet)  VERTCON   
 BM0314  ___________________________________________________________________
 BM0314  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0314
 BM0314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0314
 BM0314.The horizontal coordinates were scaled from a topographic map and have
 BM0314.an estimated accuracy of +/- 6 seconds.
 BM0314
 BM0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0314.The vertical order pertains to the NGVD 29 superseded value.
 BM0314
 BM0314.The geoid height was determined by GEOID03.
 BM0314
 BM0314;                    North         East    Units  Estimated Accuracy
 BM0314;SPC TX C     - 3,104,550.    1,020,530.      MT  (+/- 180 meters Scaled)
 BM0314
 BM0314                          SUPERSEDED SURVEY CONTROL
 BM0314
 BM0314  NGVD 29 (??/??/92)  133.225  (m)          437.09   (f) ADJ UNCH    2 0
 BM0314
 BM0314.Superseded values are not recommended for survey control.
 BM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0314.See file dsdata.txt to determine how the superseded data were derived.
 BM0314
 BM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU926832(NAD 83)
 BM0314_MARKER: DB = BENCH MARK DISK
 BM0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0314_SP_SET: FOUNDATION
 BM0314_STAMPING: X 311 1935
 BM0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0314
 BM0314  HISTORY     - Date     Condition        Report By
 BM0314  HISTORY     - 1935     MONUMENTED       CGS
 BM0314  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 BM0314  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0314
 BM0314                          STATION DESCRIPTION
 BM0314
 BM0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0314'6.4 MI S FROM ROCKDALE.
 BM0314'6.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0314'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT ROCKDALE, 1.6 MILES
 BM0314'NORTH OF THE HICKS STATION, AT BRIDGE NO. 96 A, AND IN THE TOP OF THE
 BM0314'SOUTH END OF THE EAST CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED X
 BM0314'311 1935.
 BM0314
 BM0314                          STATION RECOVERY (1976)
 BM0314
 BM0314'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 BM0314'MARK NOT FOUND.
 BM0314
 BM0314                          STATION RECOVERY (1999)
 BM0314
 BM0314'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1303 ***********************************************************************
 BL1303  DESIGNATION -  X 312
 BL1303  PID         -  BL1303
 BL1303  STATE/COUNTY-  TX/MONTGOMERY
 BL1303  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1303
 BL1303                         *CURRENT SURVEY CONTROL
 BL1303  ___________________________________________________________________
 BL1303* NAD 83(1986)-  30 18 32.     (N)    095 19 39.     (W)     SCALED    
 BL1303* NAVD 88     -        50.33   (+/-2cm)     165.1    (feet)  VERTCON   
 BL1303  ___________________________________________________________________
 BL1303  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL1303
 BL1303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1303
 BL1303.The horizontal coordinates were scaled from a topographic map and have
 BL1303.an estimated accuracy of +/- 6 seconds.
 BL1303
 BL1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1303.The vertical order pertains to the NGVD 29 superseded value.
 BL1303
 BL1303.The geoid height was determined by GEOID03.
 BL1303
 BL1303;                    North         East    Units  Estimated Accuracy
 BL1303;SPC TX C     - 3,082,030.    1,181,310.      MT  (+/- 180 meters Scaled)
 BL1303
 BL1303                          SUPERSEDED SURVEY CONTROL
 BL1303
 BL1303  NGVD 29 (??/??/92)   50.336  (m)          165.14   (f) ADJ UNCH    2 0
 BL1303
 BL1303.Superseded values are not recommended for survey control.
 BL1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1303.See file dsdata.txt to determine how the superseded data were derived.
 BL1303
 BL1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP761553(NAD 83)
 BL1303_MARKER: DB = BENCH MARK DISK
 BL1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1303_STAMPING: X 312 1935
 BL1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1303+STABILITY: SURFACE MOTION
 BL1303
 BL1303  HISTORY     - Date     Condition        Report By
 BL1303  HISTORY     - 1935     MONUMENTED       CGS
 BL1303  HISTORY     - 1954     GOOD             NGS
 BL1303
 BL1303                          STATION DESCRIPTION
 BL1303
 BL1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1303'7.9 MI E FROM CONROE.
 BL1303'7.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1303'STATION AT CONROE, 9 1/2 POLES WEST OF STEEL BRIDGE 80 A OVER CANEY
 BL1303'CREEK, 25.3 FEET NORTHWEST OF MILEPOST 80, 51.5 FEET NORTH OF THE
 BL1303'NORTH RAIL, 38 FEET EAST OF A 26 INCH PINE TREE, 4.4 FEET NORTH OF A
 BL1303'FENCE, 2 FEET EAST OF A WITNESS POST, 7 FEET BELOW THE TOP OF THE
 BL1303'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BL1303'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0554 ***********************************************************************
 AY0554  DESIGNATION -  X 314
 AY0554  PID         -  AY0554
 AY0554  STATE/COUNTY-  TX/WILSON
 AY0554  USGS QUAD   -  LA VERNIA (1962)
 AY0554
 AY0554                         *CURRENT SURVEY CONTROL
 AY0554  ___________________________________________________________________
 AY0554* NAD 83(1986)-  29 19 47.     (N)    098 04 52.     (W)     SCALED    
 AY0554* NAVD 88     -       136.75   (+/-2cm)     448.7    (feet)  VERTCON   
 AY0554  ___________________________________________________________________
 AY0554  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AY0554
 AY0554  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0554
 AY0554.The horizontal coordinates were scaled from a topographic map and have
 AY0554.an estimated accuracy of +/- 6 seconds.
 AY0554
 AY0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0554.The vertical order pertains to the NGVD 29 superseded value.
 AY0554
 AY0554.The geoid height was determined by GEOID03.
 AY0554
 AY0554;                    North         East    Units  Estimated Accuracy
 AY0554;SPC TXSC     - 4,166,190.      689,240.      MT  (+/- 180 meters Scaled)
 AY0554
 AY0554                          SUPERSEDED SURVEY CONTROL
 AY0554
 AY0554  NGVD 29 (??/??/92)  136.68   (m)          448.4    (f) COMPUTED    2 0
 AY0554
 AY0554.Superseded values are not recommended for survey control.
 AY0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0554.See file dsdata.txt to determine how the superseded data were derived.
 AY0554
 AY0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT892448(NAD 83)
 AY0554_MARKER: DB = BENCH MARK DISK
 AY0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0554_STAMPING: X 314 1935
 AY0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0554+STABILITY: SURFACE MOTION
 AY0554
 AY0554  HISTORY     - Date     Condition        Report By
 AY0554  HISTORY     - 1935     MONUMENTED       TXGS
 AY0554  HISTORY     - 1943     GOOD             NGS
 AY0554  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0554
 AY0554                          STATION DESCRIPTION
 AY0554
 AY0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0554'2.3 MI SE FROM LAVERNIA.
 AY0554'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT LAVERNIA--
 AY0554'PROCEED 2.3 MILES SOUTHEASTERLY ALONG THE RAILROAD TO SITE OF BENCH
 AY0554'MARK.  BENCH MARK IS ABOUT 0.25 MILE SOUTHEAST OF MILEPOST 113, ABOUT
 AY0554'125.0 FEET NORTHWEST OF A PRIVATE ROAD CROSSING LEADING NORTHEAST TO
 AY0554'AN ABANDONED SECTION HOUSE, AND 30.0 FEET NORTHWEST OF A FENCE CORNER.
 AY0554'IT IS 35.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT BELOW THE NORTHEAST
 AY0554'RAIL OF TRACK, 31.5 FEET WEST-NORTHWEST OF TELEPHONE POLE NO. 2125,
 AY0554'13.0 FEET SOUTHWEST OF A BOARD FENCE, AND 3.4 FEET NORTHWEST OF A
 AY0554'4X4-INCH WOODEN MARKER POST MONUMENT PROJECTS 0.4 FOOT. A TEXAS STATE
 AY0554'SURVEY DISK SET IN A CONCRETE POST.
 AY0554
 AY0554                          STATION RECOVERY (1996)
 AY0554
 AY0554'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1642 ***********************************************************************
 AX1642  DESIGNATION -  X 315
 AX1642  PID         -  AX1642
 AX1642  STATE/COUNTY-  TX/DE WITT
 AX1642  USGS QUAD   -  WESTHOFF (1987)
 AX1642
 AX1642                         *CURRENT SURVEY CONTROL
 AX1642  ___________________________________________________________________
 AX1642* NAD 83(1986)-  29 11 45.     (N)    097 27 09.     (W)     SCALED    
 AX1642* NAVD 88     -        64.32   (+/-2cm)     211.0    (feet)  VERTCON   
 AX1642  ___________________________________________________________________
 AX1642  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX1642
 AX1642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1642
 AX1642.The horizontal coordinates were scaled from a topographic map and have
 AX1642.an estimated accuracy of +/- 6 seconds.
 AX1642
 AX1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1642.The vertical order pertains to the NGVD 29 superseded value.
 AX1642
 AX1642.The geoid height was determined by GEOID03.
 AX1642
 AX1642;                    North         East    Units  Estimated Accuracy
 AX1642;SPC TXSC     - 4,152,000.      750,480.      MT  (+/- 180 meters Scaled)
 AX1642
 AX1642                          SUPERSEDED SURVEY CONTROL
 AX1642
 AX1642  NGVD 29 (??/??/92)   64.315  (m)          211.01   (f) ADJ UNCH    2 0
 AX1642
 AX1642.Superseded values are not recommended for survey control.
 AX1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1642.See file dsdata.txt to determine how the superseded data were derived.
 AX1642
 AX1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT504306(NAD 83)
 AX1642_MARKER: DB = BENCH MARK DISK
 AX1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1642_STAMPING: X 315 1935
 AX1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1642+STABILITY: SURFACE MOTION
 AX1642
 AX1642  HISTORY     - Date     Condition        Report By
 AX1642  HISTORY     - 1935     MONUMENTED       CGS
 AX1642  HISTORY     - 1943     GOOD             NGS
 AX1642
 AX1642                          STATION DESCRIPTION
 AX1642
 AX1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1642'1.1 MI SE FROM WESTHOFF.
 AX1642'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1642'STATION AT WESTHOFF, PROCEED 1.1 MILE SOUTHEASTERLY ALONG THE TRACK TO
 AX1642'A DIRT ROAD CROSSING AND SITE OF BENCH MARK.  BENCH MARK IS 145.0
 AX1642'YARDS SOUTHEAST OF MILE POST NO.68.  IT IS 50.5 FEET SOUTHWEST OF AND
 AX1642'ABOUT 2.5 FEET ABOVE THE CENTERLINE OF THE TRACK, 38.0 SOUTHEAST OF
 AX1642'THE CENTERLINE OF A DIRT ROAD AND 2.2 FEET SOUTHEAST OF A 4X4 INCH
 AX1642'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1874 ***********************************************************************
 AX1874  DESIGNATION -  X 316
 AX1874  PID         -  AX1874
 AX1874  STATE/COUNTY-  TX/WILSON
 AX1874  USGS QUAD   -  STOCKDALE (1987)
 AX1874
 AX1874                         *CURRENT SURVEY CONTROL
 AX1874  ___________________________________________________________________
 AX1874* NAD 83(1986)-  29 10 03.     (N)    097 56 04.     (W)     SCALED    
 AX1874* NAVD 88     -       136.95   (+/-2cm)     449.3    (feet)  VERTCON   
 AX1874  ___________________________________________________________________
 AX1874  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AX1874
 AX1874  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1874
 AX1874.The horizontal coordinates were scaled from a topographic map and have
 AX1874.an estimated accuracy of +/- 6 seconds.
 AX1874
 AX1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1874.The vertical order pertains to the NGVD 29 superseded value.
 AX1874
 AX1874.The geoid height was determined by GEOID03.
 AX1874
 AX1874;                    North         East    Units  Estimated Accuracy
 AX1874;SPC TXSC     - 4,148,330.      703,640.      MT  (+/- 180 meters Scaled)
 AX1874
 AX1874                          SUPERSEDED SURVEY CONTROL
 AX1874
 AX1874  NGVD 29 (??/??/92)  136.896  (m)          449.13   (f) ADJ UNCH    2 0
 AX1874
 AX1874.Superseded values are not recommended for survey control.
 AX1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1874.See file dsdata.txt to determine how the superseded data were derived.
 AX1874
 AX1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT036270(NAD 83)
 AX1874_MARKER: DB = BENCH MARK DISK
 AX1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1874_STAMPING: X-316 1935
 AX1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1874+STABILITY: SURFACE MOTION
 AX1874
 AX1874  HISTORY     - Date     Condition        Report By
 AX1874  HISTORY     - 1935     MONUMENTED       CGS
 AX1874  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX1874  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1874
 AX1874                          STATION DESCRIPTION
 AX1874
 AX1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1874'5.9 MI S FROM STOCKDALE.
 AX1874'5.9 MILES SOUTH OF AND ALONG ROAD TO KOSCIUSKO.  5.3 ON ST. H. 123,
 AX1874'THENCE NE 0.9 MI NE ON DIRT RD.  1 MILE WEST OF DENHAWKEN STORE.  53
 AX1874'FT. SOUTH OF ROAD.  7 FT. WEST OF DRIVEWAY.
 AX1874
 AX1874                          STATION RECOVERY (1961)
 AX1874
 AX1874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1874'MARK NOT FOUND.
 AX1874
 AX1874                          STATION RECOVERY (1996)
 AX1874
 AX1874'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1963 ***********************************************************************
 BY1963  DESIGNATION -  X 318
 BY1963  PID         -  BY1963
 BY1963  STATE/COUNTY-  TX/MADISON
 BY1963  USGS QUAD   -  ELWOOD (1972)
 BY1963
 BY1963                         *CURRENT SURVEY CONTROL
 BY1963  ___________________________________________________________________
 BY1963* NAD 83(1986)-  31 01 28.     (N)    095 45 06.     (W)     SCALED    
 BY1963* NAVD 88     -        75.87   (+/-2cm)     248.9    (feet)  VERTCON   
 BY1963  ___________________________________________________________________
 BY1963  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY1963
 BY1963  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1963
 BY1963.The horizontal coordinates were scaled from a topographic map and have
 BY1963.an estimated accuracy of +/- 6 seconds.
 BY1963
 BY1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1963.The vertical order pertains to the NGVD 29 superseded value.
 BY1963
 BY1963.The geoid height was determined by GEOID03.
 BY1963
 BY1963;                    North         East    Units  Estimated Accuracy
 BY1963;SPC TX C     - 3,159,520.    1,137,280.      MT  (+/- 180 meters Scaled)
 BY1963
 BY1963                          SUPERSEDED SURVEY CONTROL
 BY1963
 BY1963  NGVD 29 (??/??/92)   75.867  (m)          248.91   (f) ADJ UNCH    2 0
 BY1963
 BY1963.Superseded values are not recommended for survey control.
 BY1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1963.See file dsdata.txt to determine how the superseded data were derived.
 BY1963
 BY1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ373355(NAD 83)
 BY1963_MARKER: DB = BENCH MARK DISK
 BY1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1963_STAMPING: X 318 1935
 BY1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1963+STABILITY: SURFACE MOTION
 BY1963
 BY1963  HISTORY     - Date     Condition        Report By
 BY1963  HISTORY     - 1935     MONUMENTED       CGS
 BY1963  HISTORY     - 1947     GOOD             NGS
 BY1963  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1963
 BY1963                          STATION DESCRIPTION
 BY1963
 BY1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1963'IN MIDWAY.
 BY1963'AT MIDWAY, 0.15 MILE SOUTHWEST OF THE POST OFFICE, AT THE JUNCTION OF
 BY1963'STATE HIGHWAY NO. 21 AND TEXAS O S R HIGHWAY (OLD SPANISH ROAD), 64.5
 BY1963'FEET EAST OF THE INTERSECTION OF THE CENTER LINES OF THE TWO HIGHWAYS,
 BY1963'44.8 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY NO. 21, 8.6 FEET
 BY1963'EAST OF A TELEPHONE POLE, 1.2 FOOT NORTHWEST OF A REFERENCE POST, SET
 BY1963'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 BY1963'PROJECTING 0.2 FOOT.
 BY1963
 BY1963                          STATION RECOVERY (1996)
 BY1963
 BY1963'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0521 ***********************************************************************
 BZ0521  DESIGNATION -  X 319
 BZ0521  PID         -  BZ0521
 BZ0521  STATE/COUNTY-  TX/FALLS
 BZ0521  USGS QUAD   -  MARLIN (1978)
 BZ0521
 BZ0521                         *CURRENT SURVEY CONTROL
 BZ0521  ___________________________________________________________________
 BZ0521* NAD 83(1986)-  31 18 19.     (N)    096 53 37.     (W)     SCALED    
 BZ0521* NAVD 88     -       118.60   (+/-2cm)     389.1    (feet)  VERTCON   
 BZ0521  ___________________________________________________________________
 BZ0521  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BZ0521
 BZ0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0521
 BZ0521.The horizontal coordinates were scaled from a topographic map and have
 BZ0521.an estimated accuracy of +/- 6 seconds.
 BZ0521
 BZ0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0521.The vertical order pertains to the NGVD 29 superseded value.
 BZ0521
 BZ0521.The geoid height was determined by GEOID03.
 BZ0521
 BZ0521;                    North         East    Units  Estimated Accuracy
 BZ0521;SPC TX C     - 3,186,710.    1,027,370.      MT  (+/- 180 meters Scaled)
 BZ0521
 BZ0521                          SUPERSEDED SURVEY CONTROL
 BZ0521
 BZ0521  NGVD 29 (??/??/92)  118.556  (m)          388.96   (f) ADJ UNCH    2 0
 BZ0521
 BZ0521.Superseded values are not recommended for survey control.
 BZ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0521.See file dsdata.txt to determine how the superseded data were derived.
 BZ0521
 BZ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV004653(NAD 83)
 BZ0521_MARKER: DB = BENCH MARK DISK
 BZ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0521_STAMPING: X 319 1935
 BZ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0521+STABILITY: SURFACE MOTION
 BZ0521
 BZ0521  HISTORY     - Date     Condition        Report By
 BZ0521  HISTORY     - 1935     MONUMENTED       CGS
 BZ0521  HISTORY     - 20010317 GOOD             USPSQD
 BZ0521  HISTORY     - 20020223 MARK NOT FOUND   NGS
 BZ0521  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0521
 BZ0521                          STATION DESCRIPTION
 BZ0521
 BZ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0521'IN MARLIN.
 BZ0521'AT MARLIN, FALLS COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 83
 BZ0521'FEET SOUTH OF THE STATION, 31 FEET WEST OF THE CENTERLINE OF THE MAIN
 BZ0521'TRACK, AT A SMALL PARK, AND 4 FEET NORTH OF A HEDGE MARKING THE SOUTH
 BZ0521'PARK BOUNDARY.  A STANDARD DISK, STAMPED X 319 1935 AND SET IN THE TOP
 BZ0521'OF A CONCRETE POST.
 BZ0521
 BZ0521                          STATION RECOVERY (2001)
 BZ0521
 BZ0521'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0521'RECOVERED IN GOOD CONDITION.
 BZ0521
 BZ0521                          STATION RECOVERY (2002)
 BZ0521
 BZ0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 BZ0521'THIS WAS ALSO GRAVITY CALIBRATION STATION 'MARLIN 2'.
 BZ0521
 BZ0521                          STATION RECOVERY (2003)
 BZ0521
 BZ0521'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0083 ***********************************************************************
 AP0083  DESIGNATION -  X 32
 AP0083  PID         -  AP0083
 AP0083  STATE/COUNTY-  TX/MAVERICK
 AP0083  USGS QUAD   -  EAGLE PASS WEST (1983)
 AP0083
 AP0083                         *CURRENT SURVEY CONTROL
 AP0083  ___________________________________________________________________
 AP0083* NAD 83(1986)-  28 42 32.     (N)    100 30 05.     (W)     SCALED    
 AP0083* NAVD 88     -       224.855  (meters)     737.71   (feet)  ADJUSTED  
 AP0083  ___________________________________________________________________
 AP0083  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0083  DYNAMIC HT  -         224.519 (meters)     736.61  (feet)  COMP
 AP0083  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 AP0083
 AP0083  VERT ORDER  -  FIRST     CLASS II
 AP0083
 AP0083.The horizontal coordinates were scaled from a topographic map and have
 AP0083.an estimated accuracy of +/- 6 seconds.
 AP0083
 AP0083.The orthometric height was determined by differential leveling
 AP0083.and adjusted by the National Geodetic Survey in June 1991..
 AP0083
 AP0083.The geoid height was determined by GEOID03.
 AP0083
 AP0083.The dynamic height is computed by dividing the NAVD 88
 AP0083.geopotential number by the normal gravity value computed on the
 AP0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0083.degrees latitude (g = 980.6199 gals.).
 AP0083
 AP0083.The modeled gravity was interpolated from observed gravity values.
 AP0083
 AP0083;                    North         East    Units  Estimated Accuracy
 AP0083;SPC TXSC     - 4,097,980.      453,310.      MT  (+/- 180 meters Scaled)
 AP0083
 AP0083                          SUPERSEDED SURVEY CONTROL
 AP0083
 AP0083.No superseded survey control is available for this station.
 AP0083
 AP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS533766(NAD 83)
 AP0083_MARKER: DB = BENCH MARK DISK
 AP0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0083_SP_SET: STEP
 AP0083_STAMPING: X 32 1917 ELEV 737.269 FT
 AP0083_MARK LOGO: CGS   
 AP0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0083
 AP0083  HISTORY     - Date     Condition        Report By
 AP0083  HISTORY     - 1917     MONUMENTED       CGS
 AP0083  HISTORY     - 1957     GOOD             NGS
 AP0083  HISTORY     - 1958     GOOD             NGS
 AP0083  HISTORY     - 1982     GOOD             NGS
 AP0083
 AP0083                          STATION DESCRIPTION
 AP0083
 AP0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0083'IN EAGLE PASS.
 AP0083'AT EAGLE PASS, AT THE WEST ONE OF TWO SOUTH ENTRANCES TO THE
 AP0083'COURTHOUSE, 60 FEET EAST OF THE EAST CURB OF MADISON STREET, 51 FEET
 AP0083'NORTH OF THE NORTH CURB OF MAIN STEET, 2.8 FEET EAST OF THE CENTER OF
 AP0083'A DOOR, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF THE NORTHEAST
 AP0083'CORNER OF THE CONCRETE VESTIBULE.  NOTE-- BM IS LOCATED ON THE TOP
 AP0083'STEP AND IN THE NE CORNER OF THE STEP OF SW ENTERANCE.  82 FEET NORTH
 AP0083'OF E W STREET AND IS 3.4 FEET HIGHER IN ELEV.  88 FEET E OF N-S STREET
 AP0083'AND IS 2.7 FEET HIGHER IN ELEV.
 AP0083
 AP0083                          STATION RECOVERY (1958)
 AP0083
 AP0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AP0083'RECOVERED IN GOOD CONDITION.
 AP0083
 AP0083                          STATION RECOVERY (1982)
 AP0083
 AP0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0083'THIS BENCH MARK IS LOCATED ON THE TOP STEP AND IN THE NORTHEAST CORNER
 AP0083'OF THE STEP OF THE SOUTHWEST ENTRANCE TO THE OLD COURTHOUSE LOCATED AT
 AP0083'THE JUNCTION OF MAIN STREET AND MADISON IN EAGLE PASS, 24.9 METERS
 AP0083'(82.0 FT) NORTH OF THE CENTERLINE OF MAIN STREET, 26.8 METERS
 AP0083'(88.0 FT) EAST OF THE CENTERLINE OF MADISON STREET, AND 0.9 METER
 AP0083'(3.0 FT) EAST OF THE CENTER OF THE DOOR.
 AP0083'THE MARK IS 0.9 M ABOVE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0539 ***********************************************************************
 BZ0539  DESIGNATION -  X 320
 BZ0539  PID         -  BZ0539
 BZ0539  STATE/COUNTY-  TX/LIMESTONE
 BZ0539  USGS QUAD   -  THORNTON (1966)
 BZ0539
 BZ0539                         *CURRENT SURVEY CONTROL
 BZ0539  ___________________________________________________________________
 BZ0539* NAD 83(1986)-  31 26 32.     (N)    096 34 20.     (W)     SCALED    
 BZ0539* NAVD 88     -       148.73   (+/-2cm)     488.0    (feet)  VERTCON   
 BZ0539  ___________________________________________________________________
 BZ0539  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0539
 BZ0539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0539
 BZ0539.The horizontal coordinates were scaled from a topographic map and have
 BZ0539.an estimated accuracy of +/- 6 seconds.
 BZ0539
 BZ0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0539.The vertical order pertains to the NGVD 29 superseded value.
 BZ0539
 BZ0539.The geoid height was determined by GEOID03.
 BZ0539
 BZ0539;                    North         East    Units  Estimated Accuracy
 BZ0539;SPC TX C     - 3,202,880.    1,057,430.      MT  (+/- 180 meters Scaled)
 BZ0539
 BZ0539                          SUPERSEDED SURVEY CONTROL
 BZ0539
 BZ0539  NGVD 29 (??/??/92)  148.690  (m)          487.83   (f) ADJ UNCH    2 0
 BZ0539
 BZ0539.Superseded values are not recommended for survey control.
 BZ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0539.See file dsdata.txt to determine how the superseded data were derived.
 BZ0539
 BZ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV307811(NAD 83)
 BZ0539_MARKER: DB = BENCH MARK DISK
 BZ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0539_STAMPING: X 320 1935
 BZ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0539+STABILITY: SURFACE MOTION
 BZ0539
 BZ0539  HISTORY     - Date     Condition        Report By
 BZ0539  HISTORY     - 1935     MONUMENTED       CGS
 BZ0539  HISTORY     - 1942     GOOD             USGS
 BZ0539
 BZ0539                          STATION DESCRIPTION
 BZ0539
 BZ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0539'2.2 MI N FROM THORNTON.
 BZ0539'2.2 MI N OF AND ALONG THE SOUTHERN PACIFIC RR AT A ROAD CROSSING.  AT
 BZ0539'CATTLEGUARD NO. 163 B.  47 FEET N OF CENTER OF CROSSROAD.  36 FEET E
 BZ0539'OF CENTER OF TRACK.
 BZ0539
 BZ0539                          STATION RECOVERY (1942)
 BZ0539
 BZ0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 BZ0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0737 ***********************************************************************
 BZ0737  DESIGNATION -  X 321
 BZ0737  PID         -  BZ0737
 BZ0737  STATE/COUNTY-  TX/MCLENNAN
 BZ0737  USGS QUAD   -  WACO WEST (1975)
 BZ0737
 BZ0737                         *CURRENT SURVEY CONTROL
 BZ0737  ___________________________________________________________________
 BZ0737* NAD 83(1986)-  31 31 07.     (N)    097 09 59.     (W)     SCALED    
 BZ0737* NAVD 88     -       161.537  (meters)     529.98   (feet)  ADJUSTED  
 BZ0737  ___________________________________________________________________
 BZ0737  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BZ0737  DYNAMIC HT  -         161.334 (meters)     529.31  (feet)  COMP
 BZ0737  MODELED GRAV-     979,376.6   (mgal)                       NAVD 88
 BZ0737
 BZ0737  VERT ORDER  -  FIRST     CLASS II
 BZ0737
 BZ0737.The horizontal coordinates were scaled from a topographic map and have
 BZ0737.an estimated accuracy of +/- 6 seconds.
 BZ0737
 BZ0737.The orthometric height was determined by differential leveling
 BZ0737.and adjusted by the National Geodetic Survey in June 1991..
 BZ0737
 BZ0737.The geoid height was determined by GEOID03.
 BZ0737
 BZ0737.The dynamic height is computed by dividing the NAVD 88
 BZ0737.geopotential number by the normal gravity value computed on the
 BZ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0737.degrees latitude (g = 980.6199 gals.).
 BZ0737
 BZ0737.The modeled gravity was interpolated from observed gravity values.
 BZ0737
 BZ0737;                    North         East    Units  Estimated Accuracy
 BZ0737;SPC TX C     - 3,209,580.    1,000,740.      MT  (+/- 180 meters Scaled)
 BZ0737
 BZ0737                          SUPERSEDED SURVEY CONTROL
 BZ0737
 BZ0737  NGVD 29 (??/??/92)  161.470  (m)          529.76   (f) ADJ UNCH    1 2
 BZ0737
 BZ0737.Superseded values are not recommended for survey control.
 BZ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0737.See file dsdata.txt to determine how the superseded data were derived.
 BZ0737
 BZ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV741885(NAD 83)
 BZ0737_MARKER: DB = BENCH MARK DISK
 BZ0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0737_SP_SET: CULVERT
 BZ0737_STAMPING: X 321 1935
 BZ0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0737
 BZ0737  HISTORY     - Date     Condition        Report By
 BZ0737  HISTORY     - 1935     MONUMENTED       CGS
 BZ0737  HISTORY     - 1956     MARK NOT FOUND   NGS
 BZ0737  HISTORY     - 1980     GOOD             NGS
 BZ0737  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0737
 BZ0737                          STATION DESCRIPTION
 BZ0737
 BZ0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BZ0737'3.2 MI S FROM WACO.
 BZ0737'3.2 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 BZ0737'THE STATION AT WACO, MCLENNAN COUNTY, AT A CONCRETE CULVERT UNDER THE
 BZ0737'TRACK, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL. NOTE-- IT HAS
 BZ0737'BEEN REPORTED THAT THE MARK IS BELIEVED TO BE IN THE HEADWALL OF
 BZ0737'CULVERT OVER WACO CREEK.  IT APPARENTLY HAS BEEN COVERED BY TIMBER
 BZ0737'USED TO RETAIN BALLAST.
 BZ0737
 BZ0737                          STATION RECOVERY (1980)
 BZ0737
 BZ0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0737'RECOVERED IN GOOD CONDITION.
 BZ0737
 BZ0737                          STATION RECOVERY (1995)
 BZ0737
 BZ0737'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0068 ***********************************************************************
 BN0068  DESIGNATION -  X 322
 BN0068  PID         -  BN0068
 BN0068  STATE/COUNTY-  TX/BLANCO
 BN0068  USGS QUAD   -  JOHNSON CITY (1982)
 BN0068
 BN0068                         *CURRENT SURVEY CONTROL
 BN0068  ___________________________________________________________________
 BN0068* NAD 83(1986)-  30 21 53.     (N)    098 22 33.     (W)     SCALED    
 BN0068* NAVD 88     -       408.531  (meters)    1340.32   (feet)  ADJUSTED  
 BN0068  ___________________________________________________________________
 BN0068  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 BN0068  DYNAMIC HT  -         407.972 (meters)    1338.49  (feet)  COMP
 BN0068  MODELED GRAV-     979,260.9   (mgal)                       NAVD 88
 BN0068
 BN0068  VERT ORDER  -  SECOND    CLASS 0
 BN0068
 BN0068.The horizontal coordinates were scaled from a topographic map and have
 BN0068.an estimated accuracy of +/- 6 seconds.
 BN0068
 BN0068.The orthometric height was determined by differential leveling
 BN0068.and adjusted by the National Geodetic Survey in June 1991..
 BN0068
 BN0068.The geoid height was determined by GEOID03.
 BN0068
 BN0068.The dynamic height is computed by dividing the NAVD 88
 BN0068.geopotential number by the normal gravity value computed on the
 BN0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0068.degrees latitude (g = 980.6199 gals.).
 BN0068
 BN0068.The modeled gravity was interpolated from observed gravity values.
 BN0068
 BN0068;                    North         East    Units  Estimated Accuracy
 BN0068;SPC TX C     - 3,079,040.      888,160.      MT  (+/- 180 meters Scaled)
 BN0068
 BN0068                          SUPERSEDED SURVEY CONTROL
 BN0068
 BN0068  NGVD 29 (??/??/92)  408.454  (m)         1340.07   (f) ADJ UNCH    2 0
 BN0068
 BN0068.Superseded values are not recommended for survey control.
 BN0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0068.See file dsdata.txt to determine how the superseded data were derived.
 BN0068
 BN0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU599593(NAD 83)
 BN0068_MARKER: DB = BENCH MARK DISK
 BN0068_SETTING: 80 = SET IN A BOULDER
 BN0068_SP_SET: BOULDER
 BN0068_STAMPING: X 322 1935
 BN0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0068+STABILITY: SURFACE MOTION
 BN0068
 BN0068  HISTORY     - Date     Condition        Report By
 BN0068  HISTORY     - 1935     MONUMENTED       CGS
 BN0068  HISTORY     - 1953     GOOD             NGS
 BN0068  HISTORY     - 19910318 MARK NOT FOUND   USPSQD
 BN0068
 BN0068                          STATION DESCRIPTION
 BN0068
 BN0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0068'6.5 MI N FROM JOHNSON CITY.
 BN0068'6.5 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0068'CITY, 98 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 75 FEET
 BN0068'NORTHEAST OF THE CENTER OF THE EAST END OF A 4 X 4 FOOT CONCRETE
 BN0068'CULVERT, 58 FEET EAST OF A FENCE, 4 FEET BELOW THE LEVEL OF THE
 BN0068'HIGHWAY, SET IN THE TOP OF A LARGE LIMESTONE BOULDER.
 BN0068
 BN0068                          STATION RECOVERY (1991)
 BN0068
 BN0068'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0906 ***********************************************************************
 AY0906  DESIGNATION -  X 324
 AY0906  PID         -  AY0906
 AY0906  STATE/COUNTY-  TX/ATASCOSA
 AY0906  USGS QUAD   -  POTEET (1968)
 AY0906
 AY0906                         *CURRENT SURVEY CONTROL
 AY0906  ___________________________________________________________________
 AY0906* NAD 83(1986)-  29 07 20.     (N)    098 34 15.     (W)     SCALED    
 AY0906* NAVD 88     -       188.214  (meters)     617.50   (feet)  ADJUSTED  
 AY0906  ___________________________________________________________________
 AY0906  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AY0906  DYNAMIC HT  -         187.942 (meters)     616.61  (feet)  COMP
 AY0906  MODELED GRAV-     979,191.9   (mgal)                       NAVD 88
 AY0906
 AY0906  VERT ORDER  -  SECOND    CLASS 0
 AY0906
 AY0906.The horizontal coordinates were scaled from a topographic map and have
 AY0906.an estimated accuracy of +/- 6 seconds.
 AY0906
 AY0906.The orthometric height was determined by differential leveling
 AY0906.and adjusted by the National Geodetic Survey in June 1991..
 AY0906
 AY0906.The geoid height was determined by GEOID03.
 AY0906
 AY0906.The dynamic height is computed by dividing the NAVD 88
 AY0906.geopotential number by the normal gravity value computed on the
 AY0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0906.degrees latitude (g = 980.6199 gals.).
 AY0906
 AY0906.The modeled gravity was interpolated from observed gravity values.
 AY0906
 AY0906;                    North         East    Units  Estimated Accuracy
 AY0906;SPC TXSC     - 4,142,920.      641,760.      MT  (+/- 180 meters Scaled)
 AY0906
 AY0906                          SUPERSEDED SURVEY CONTROL
 AY0906
 AY0906  NGVD 29 (??/??/92)  188.132  (m)          617.23   (f) ADJ UNCH    2 0
 AY0906
 AY0906.Superseded values are not recommended for survey control.
 AY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0906.See file dsdata.txt to determine how the superseded data were derived.
 AY0906
 AY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT417216(NAD 83)
 AY0906_MARKER: DB = BENCH MARK DISK
 AY0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0906_STAMPING: X 324 1935
 AY0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0906+STABILITY: SURFACE MOTION
 AY0906
 AY0906  HISTORY     - Date     Condition        Report By
 AY0906  HISTORY     - 1935     MONUMENTED       CGS
 AY0906  HISTORY     - 1953     GOOD             NGS
 AY0906  HISTORY     - 1968     MARK NOT FOUND   USGS
 AY0906  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AY0906
 AY0906                          STATION DESCRIPTION
 AY0906
 AY0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0906'5.8 MI N FROM POTEET.
 AY0906'5.8 MILES NORTH ALONG THE SAN ANTONIO SOUTHERN RAILROAD FROM THE
 AY0906'STATION AT POTEET, 2 1/2 POLES SOUTH OF MILEPOST 14, 58 FEET SOUTHWEST
 AY0906'OF THE CENTER OF A CATTLE GUARD, 45 FEET WEST OF THE WEST RAIL, 31
 AY0906'FEET SOUTH OF THE CENTER OF A WIRE GATE, 31 FEET SOUTH OF THE CENTER
 AY0906'LINE OF A SANDY TRACK ROAD, 2 FEET EAST OF A FENCE, 1.8 FEET NORTH OF
 AY0906'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AY0906'FOOT ABOVE THE GROUND.
 AY0906
 AY0906                          STATION RECOVERY (1968)
 AY0906
 AY0906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AY0906'MARK NOT FOUND.
 AY0906
 AY0906                          STATION RECOVERY (1997)
 AY0906
 AY0906'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0232 ***********************************************************************
 BM0232  DESIGNATION -  X 325
 BM0232  PID         -  BM0232
 BM0232  STATE/COUNTY-  TX/FAYETTE
 BM0232  USGS QUAD   -  CARMINE (1988)
 BM0232
 BM0232                         *CURRENT SURVEY CONTROL
 BM0232  ___________________________________________________________________
 BM0232* NAD 83(1986)-  30 09 37.     (N)    096 38 09.     (W)     SCALED    
 BM0232* NAVD 88     -       142.44   (+/-2cm)     467.3    (feet)  VERTCON   
 BM0232  ___________________________________________________________________
 BM0232  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BM0232
 BM0232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0232
 BM0232.The horizontal coordinates were scaled from a topographic map and have
 BM0232.an estimated accuracy of +/- 6 seconds.
 BM0232
 BM0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0232.The vertical order pertains to the NGVD 29 superseded value.
 BM0232
 BM0232.The geoid height was determined by GEOID03.
 BM0232
 BM0232;                    North         East    Units  Estimated Accuracy
 BM0232;SPC TXSC     - 4,260,200.      827,720.      MT  (+/- 180 meters Scaled)
 BM0232
 BM0232                          SUPERSEDED SURVEY CONTROL
 BM0232
 BM0232  NGVD 29 (??/??/92)  142.387  (m)          467.15   (f) ADJ UNCH    2 0
 BM0232
 BM0232.Superseded values are not recommended for survey control.
 BM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0232.See file dsdata.txt to determine how the superseded data were derived.
 BM0232
 BM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU276389(NAD 83)
 BM0232_MARKER: DB = BENCH MARK DISK
 BM0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0232_SP_SET: FOUNDATION
 BM0232_STAMPING: X 325 1935
 BM0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0232
 BM0232  HISTORY     - Date     Condition        Report By
 BM0232  HISTORY     - 1935     MONUMENTED       CGS
 BM0232
 BM0232                          STATION DESCRIPTION
 BM0232
 BM0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0232'2.8 MI E FROM CARMINE.
 BM0232'2.8 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0232'CARMINE, FAYETTE COUNTY, 0.4 MILE WEST OF MILEPOST 37, AT A DIRT-ROAD
 BM0232'CROSSING, AT BRIDGE 37 F, IN THE TOP OF THE EAST END OF THE NORTH
 BM0232'CONCRETE FOUNDATION, 41 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 BM0232'26 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 BM0232'STAMPED X 325 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0841 ***********************************************************************
 BZ0841  DESIGNATION -  X 326
 BZ0841  PID         -  BZ0841
 BZ0841  STATE/COUNTY-  TX/FALLS
 BZ0841  USGS QUAD   -  LOTT (1993)
 BZ0841
 BZ0841                         *CURRENT SURVEY CONTROL
 BZ0841  ___________________________________________________________________
 BZ0841* NAD 83(1986)-  31 08 06.     (N)    097 00 27.     (W)     SCALED    
 BZ0841* NAVD 88     -       140.25   (+/-2cm)     460.1    (feet)  VERTCON   
 BZ0841  ___________________________________________________________________
 BZ0841  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BZ0841
 BZ0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0841
 BZ0841.The horizontal coordinates were scaled from a topographic map and have
 BZ0841.an estimated accuracy of +/- 6 seconds.
 BZ0841
 BZ0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0841.The vertical order pertains to the NGVD 29 superseded value.
 BZ0841
 BZ0841.The geoid height was determined by GEOID03.
 BZ0841
 BZ0841;                    North         East    Units  Estimated Accuracy
 BZ0841;SPC TX C     - 3,167,510.    1,017,100.      MT  (+/- 180 meters Scaled)
 BZ0841
 BZ0841                          SUPERSEDED SURVEY CONTROL
 BZ0841
 BZ0841  NGVD 29 (??/??/92)  140.201  (m)          459.98   (f) ADJ UNCH    2 0
 BZ0841
 BZ0841.Superseded values are not recommended for survey control.
 BZ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0841.See file dsdata.txt to determine how the superseded data were derived.
 BZ0841
 BZ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV899462(NAD 83)
 BZ0841_MARKER: DB = BENCH MARK DISK
 BZ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0841_STAMPING: X 326 1935
 BZ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0841+STABILITY: SURFACE MOTION
 BZ0841
 BZ0841  HISTORY     - Date     Condition        Report By
 BZ0841  HISTORY     - 1935     MONUMENTED       CGS
 BZ0841  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ0841
 BZ0841                          STATION DESCRIPTION
 BZ0841
 BZ0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0841'IN TRAVIS.
 BZ0841'AT TRAVIS, FALLS COUNTY, ON THE SOUTHERN PACIFIC RAILROAD (FORMERLY
 BZ0841'THE TEXAS AND NEW ORLEANS RR) 63 YARDS NORTH OF THE STATION, OPPOSITE
 BZ0841'MILEPOST 138, AT A ROAD CROSSING, 43 FEET WEST OF THE CENTERLINE OF
 BZ0841'THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 BZ0841'X 326 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BZ0841
 BZ0841                          STATION RECOVERY (2001)
 BZ0841
 BZ0841'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0373 ***********************************************************************
 BM0373  DESIGNATION -  X 327
 BM0373  PID         -  BM0373
 BM0373  STATE/COUNTY-  TX/BELL
 BM0373  USGS QUAD   -  ROGERS (1976)
 BM0373
 BM0373                         *CURRENT SURVEY CONTROL
 BM0373  ___________________________________________________________________
 BM0373* NAD 83(1986)-  30 55 41.     (N)    097 13 12.     (W)     SCALED    
 BM0373* NAVD 88     -       159.17   (+/-2cm)     522.2    (feet)  VERTCON   
 BM0373  ___________________________________________________________________
 BM0373  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BM0373
 BM0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0373
 BM0373.The horizontal coordinates were scaled from a topographic map and have
 BM0373.an estimated accuracy of +/- 6 seconds.
 BM0373
 BM0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0373.The vertical order pertains to the NGVD 29 superseded value.
 BM0373
 BM0373.The geoid height was determined by GEOID03.
 BM0373
 BM0373;                    North         East    Units  Estimated Accuracy
 BM0373;SPC TX C     - 3,143,990.      997,490.      MT  (+/- 180 meters Scaled)
 BM0373
 BM0373                          SUPERSEDED SURVEY CONTROL
 BM0373
 BM0373  NGVD 29 (??/??/92)  159.098  (m)          521.97   (f) ADJ UNCH    2 0
 BM0373
 BM0373.Superseded values are not recommended for survey control.
 BM0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0373.See file dsdata.txt to determine how the superseded data were derived.
 BM0373
 BM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV700229(NAD 83)
 BM0373_MARKER: DB = BENCH MARK DISK
 BM0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0373_SP_SET: CONCRETE BASE
 BM0373_STAMPING: X 327 1935
 BM0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0373
 BM0373  HISTORY     - Date     Condition        Report By
 BM0373  HISTORY     - 1935     MONUMENTED       CGS
 BM0373  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 BM0373  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0373
 BM0373                          STATION DESCRIPTION
 BM0373
 BM0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0373'IN ROGERS.
 BM0373'AT ROGERS AND ALONG THE SANTE FE R R 22 FEET S OF CENTER OF TRACK. 0.3
 BM0373'MILE E OF DEPOT.  47 FEET N OF CENTER OF STATE HWY.  0.3 MILE W OF
 BM0373'MILEPOST 204.  DISK IS SET HORIZONTALLY IN E END OF S FOUNDATION OF
 BM0373'BRIDGE NO. 204 A.
 BM0373
 BM0373                          STATION RECOVERY (1991)
 BM0373
 BM0373'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0373'MARK NOT FOUND.
 BM0373
 BM0373                          STATION RECOVERY (2001)
 BM0373
 BM0373'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0657 ***********************************************************************
 BM0657  DESIGNATION -  X 328
 BM0657  PID         -  BM0657
 BM0657  STATE/COUNTY-  TX/TRAVIS
 BM0657  USGS QUAD   -  OAK HILL (1988)
 BM0657
 BM0657                         *CURRENT SURVEY CONTROL
 BM0657  ___________________________________________________________________
 BM0657* NAD 83(1986)-  30 09 19.     (N)    097 49 34.     (W)     SCALED    
 BM0657* NAVD 88     -       201.81   (+/-2cm)     662.1    (feet)  VERTCON   
 BM0657  ___________________________________________________________________
 BM0657  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BM0657
 BM0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0657
 BM0657.The horizontal coordinates were scaled from a topographic map and have
 BM0657.an estimated accuracy of +/- 6 seconds.
 BM0657
 BM0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0657.The vertical order pertains to the NGVD 29 superseded value.
 BM0657
 BM0657.The geoid height was determined by GEOID03.
 BM0657
 BM0657;                    North         East    Units  Estimated Accuracy
 BM0657;SPC TX C     - 3,056,890.      941,510.      MT  (+/- 180 meters Scaled)
 BM0657
 BM0657                          SUPERSEDED SURVEY CONTROL
 BM0657
 BM0657  NGVD 29 (??/??/92)  201.722  (m)          661.82   (f) ADJ UNCH    2 0
 BM0657
 BM0657.Superseded values are not recommended for survey control.
 BM0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0657.See file dsdata.txt to determine how the superseded data were derived.
 BM0657
 BM0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU130365(NAD 83)
 BM0657_MARKER: DB = BENCH MARK DISK
 BM0657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0657_SP_SET: ABUTMENT
 BM0657_STAMPING: X 328 1935
 BM0657_MARK LOGO: CGS   
 BM0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0657+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 BM0657
 BM0657  HISTORY     - Date     Condition        Report By
 BM0657  HISTORY     - 1935     MONUMENTED       CGS
 BM0657  HISTORY     - 1953     GOOD             NGS
 BM0657  HISTORY     - 1980     GOOD             NGS
 BM0657  HISTORY     - 1990     GOOD             USPSQD
 BM0657  HISTORY     - 19910116 GOOD             USPSQD
 BM0657  HISTORY     - 20010224 GOOD             USPSQD
 BM0657  HISTORY     - 20050213 MARK NOT FOUND   USPSQD
 BM0657
 BM0657                          STATION DESCRIPTION
 BM0657
 BM0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0657'1.0 MI N FROM MANCHACA.
 BM0657'1.0 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0657'FROM THE STATION AT MANCHACA, 1 POLE NORTH OF MILEPOST 189, 0.15 MILE
 BM0657'NORTH OF A GRAVELED ROAD CROSSING, 4.8 FEET WEST OF THE WEST RAIL, SET
 BM0657'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE
 BM0657'188-8.
 BM0657
 BM0657                          STATION RECOVERY (1980)
 BM0657
 BM0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0657'1.7 KM (1.05 MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BM0657'CROSSING OF FARM ROAD 1626 IN MANCHACA, 0.2 KM (0.15 MI) NORTH OF THE
 BM0657'CHAPPEL ROAD CROSSING, IN TOP OF THE WEST END OF THE SOUTH CONCRETE
 BM0657'ABUTMENT, OF RAILROAD BRIDGE NUMBER 188-8, 1.5 METERS (4.8 FT) WEST OF
 BM0657'THE WEST RAIL.  NOTE-NOT LEVELED TO THIS SURVEY, OFF MAIN LEVEL LINE.
 BM0657'THE MARK IS 0.6 M BELOW THE RAILS.
 BM0657
 BM0657                          STATION RECOVERY (1990)
 BM0657
 BM0657'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMT)
 BM0657'RECOVERED IN GOOD CONDITION.
 BM0657
 BM0657                          STATION RECOVERY (1991)
 BM0657
 BM0657'RECOVERY NOTE BY US POWER SQUADRON 1991 (GBB)
 BM0657'RECOVERED IN GOOD CONDITION.
 BM0657
 BM0657                          STATION RECOVERY (2001)
 BM0657
 BM0657'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BM0657'RECOVERED IN GOOD CONDITION.
 BM0657
 BM0657                          STATION RECOVERY (2005)
 BM0657
 BM0657'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0657'IN AN EFFORT TO SHORE UP THE GRAVEL BASE, TIMBERS HAVE BEEN PLACED
 BM0657'OVER THE ABUTMENT ENDS MAKING ACCESS TO THE MARK DIFFICULT.  THE DISK
 BM0657'IS PROBABLY STILL INTACT UNDER THE GRAVEL AND TIMBERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2331 ***********************************************************************
 AX2331  DESIGNATION -  X 329
 AX2331  PID         -  AX2331
 AX2331  STATE/COUNTY-  TX/GUADALUPE
 AX2331  USGS QUAD   -  KINGSBURY (1994)
 AX2331
 AX2331                         *CURRENT SURVEY CONTROL
 AX2331  ___________________________________________________________________
 AX2331* NAD 83(1986)-  29 39 12.     (N)    097 48 15.     (W)     SCALED    
 AX2331* NAVD 88     -       173.60   (+/-2cm)     569.6    (feet)  VERTCON   
 AX2331  ___________________________________________________________________
 AX2331  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2331
 AX2331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2331
 AX2331.The horizontal coordinates were scaled from a topographic map and have
 AX2331.an estimated accuracy of +/- 6 seconds.
 AX2331
 AX2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2331.The vertical order pertains to the NGVD 29 superseded value.
 AX2331
 AX2331.The geoid height was determined by GEOID03.
 AX2331
 AX2331;                    North         East    Units  Estimated Accuracy
 AX2331;SPC TXSC     - 4,202,300.      715,760.      MT  (+/- 180 meters Scaled)
 AX2331
 AX2331                          SUPERSEDED SURVEY CONTROL
 AX2331
 AX2331  NGVD 29 (??/??/92)  173.527  (m)          569.31   (f) ADJ UNCH    2 0
 AX2331
 AX2331.Superseded values are not recommended for survey control.
 AX2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2331.See file dsdata.txt to determine how the superseded data were derived.
 AX2331
 AX2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT157809(NAD 83)
 AX2331_MARKER: DB = BENCH MARK DISK
 AX2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2331_STAMPING: X 329 1935
 AX2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2331+STABILITY: SURFACE MOTION
 AX2331
 AX2331  HISTORY     - Date     Condition        Report By
 AX2331  HISTORY     - 1935     MONUMENTED       CGS
 AX2331  HISTORY     - 1959     GOOD             DOD
 AX2331  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2331  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2331  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2331  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2331
 AX2331                          STATION DESCRIPTION
 AX2331
 AX2331'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2331'1.5 MI E FROM KINGSBURY.
 AX2331'71 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE TRACK AND 0.8 FOOT
 AX2331'LOWER, 53 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 AX2331'1.8 FEET LOWER, AND 27 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 AX2331'ROAD THAT CROSSES THE TRACK.  NOTE-- 1943 DESCRIPTION-- 1.5 MILES EAST
 AX2331'ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE STATION AT
 AX2331'KINGSBURY, GUADALUPE COUNTY, 63 FEET SOUTHWEST OF MILEPOST 163, AT A
 AX2331'GRAVEL-ROAD CROSSING, 70 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 27
 AX2331'FEET EAST OF THE CENTERLINE OF THE ROAD, 48 FEET NORTH OF THE
 AX2331'CENTERLINE OF U. S. HIGHWAY 90, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 AX2331
 AX2331                          STATION RECOVERY (1987)
 AX2331
 AX2331'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2331'MARK NOT FOUND.
 AX2331
 AX2331                          STATION RECOVERY (1987)
 AX2331
 AX2331'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2331'MARK NOT FOUND.
 AX2331
 AX2331                          STATION RECOVERY (1993)
 AX2331
 AX2331'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2331'MARK NOT FOUND.
 AX2331
 AX2331                          STATION RECOVERY (2005)
 AX2331
 AX2331'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1063 ***********************************************************************
 AX1063  DESIGNATION -  X 333
 AX1063  PID         -  AX1063
 AX1063  STATE/COUNTY-  TX/FAYETTE
 AX1063  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1063
 AX1063                         *CURRENT SURVEY CONTROL
 AX1063  ___________________________________________________________________
 AX1063* NAD 83(1986)-  29 53 36.     (N)    096 48 35.     (W)     SCALED    
 AX1063* NAVD 88     -        79.36   (+/-2cm)     260.4    (feet)  VERTCON   
 AX1063  ___________________________________________________________________
 AX1063  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX1063
 AX1063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1063
 AX1063.The horizontal coordinates were scaled from a topographic map and have
 AX1063.an estimated accuracy of +/- 6 seconds.
 AX1063
 AX1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1063.The vertical order pertains to the NGVD 29 superseded value.
 AX1063
 AX1063.The geoid height was determined by GEOID03.
 AX1063
 AX1063;                    North         East    Units  Estimated Accuracy
 AX1063;SPC TXSC     - 4,230,290.      811,530.      MT  (+/- 180 meters Scaled)
 AX1063
 AX1063                          SUPERSEDED SURVEY CONTROL
 AX1063
 AX1063  NGVD 29 (??/??/92)   79.312  (m)          260.21   (f) ADJ UNCH    2 0
 AX1063
 AX1063.Superseded values are not recommended for survey control.
 AX1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1063.See file dsdata.txt to determine how the superseded data were derived.
 AX1063
 AX1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU114089(NAD 83)
 AX1063_MARKER: DB = BENCH MARK DISK
 AX1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1063_STAMPING: X 333 1935
 AX1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1063+STABILITY: SURFACE MOTION
 AX1063
 AX1063  HISTORY     - Date     Condition        Report By
 AX1063  HISTORY     - 1935     MONUMENTED       CGS
 AX1063
 AX1063                          STATION DESCRIPTION
 AX1063
 AX1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1063'4.5 MI E FROM LA GRANGE.
 AX1063'4.5 MILES EAST ALONG THE ABANDONED SOUTHERN PACIFIC RAILROAD FROM THE
 AX1063'ABANDONED STATION AT LA GRANGE, FAYETTE COUNTY, 120 FEET EAST OF
 AX1063'CULVERT 20 D, AT A DIRT-ROAD CROSSING, 18 FEET WEST OF THE CENTERLINE
 AX1063'OF THE DIRT ROAD, AND 6 FEET NORTH OF THE CENTERLINE OF THE RAILROAD
 AX1063'BED.  A STANDARD DISK, STAMPED X 333 1935 AND SET IN THE TOP OF A
 AX1063'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0047 ***********************************************************************
 AO0047  DESIGNATION -  X 334
 AO0047  PID         -  AO0047
 AO0047  STATE/COUNTY-  TX/LIVE OAK
 AO0047  USGS QUAD   -  GEORGE WEST (1984)
 AO0047
 AO0047                         *CURRENT SURVEY CONTROL
 AO0047  ___________________________________________________________________
 AO0047* NAD 83(1986)-  28 15 02.     (N)    098 06 29.     (W)     SCALED    
 AO0047* NAVD 88     -        81.646  (meters)     267.87   (feet)  POSTED    
 AO0047  ___________________________________________________________________
 AO0047  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AO0047  DYNAMIC HT  -          81.520 (meters)     267.45  (feet)  COMP
 AO0047  MODELED GRAV-     979,142.0   (mgal)                       NAVD 88
 AO0047
 AO0047  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AO0047
 AO0047.The horizontal coordinates were scaled from a topographic map and have
 AO0047.an estimated accuracy of +/- 6 seconds.
 AO0047
 AO0047.The orthometric height was determined by differential leveling
 AO0047.and adjusted by the National Geodetic Survey in 1992..
 AO0047.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AO0047.rate of 2.1 thru 3.0 mm/km.
 AO0047
 AO0047.The geoid height was determined by GEOID03.
 AO0047
 AO0047.The dynamic height is computed by dividing the NAVD 88
 AO0047.geopotential number by the normal gravity value computed on the
 AO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0047.degrees latitude (g = 980.6199 gals.).
 AO0047
 AO0047.The modeled gravity was interpolated from observed gravity values.
 AO0047
 AO0047;                    North         East    Units  Estimated Accuracy
 AO0047;SPC TXSC     - 4,046,580.      687,530.      MT  (+/- 180 meters Scaled)
 AO0047
 AO0047                          SUPERSEDED SURVEY CONTROL
 AO0047
 AO0047  NGVD 29 (??/??/92)   81.634  (m)          267.83   (f) ADJ UNCH    2 0
 AO0047
 AO0047.Superseded values are not recommended for survey control.
 AO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0047.See file dsdata.txt to determine how the superseded data were derived.
 AO0047
 AO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS874252(NAD 83)
 AO0047_MARKER: DB = BENCH MARK DISK
 AO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0047_STAMPING: X-334 1935
 AO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0047+STABILITY: SURFACE MOTION
 AO0047
 AO0047  HISTORY     - Date     Condition        Report By
 AO0047  HISTORY     - 1935     MONUMENTED       CGS
 AO0047  HISTORY     - 1968     POOR             USGS
 AO0047
 AO0047                          STATION DESCRIPTION
 AO0047
 AO0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0047'5.9 MI S FROM GEORGE WEST.
 AO0047'5.9 MILES SOUTH OF AND ALONG STATE HIGHWAY 66.  51 FEET EAST OF THE
 AO0047'HIGHWAY AND JUST INSIDE RIGHT OF WAY FENCE.  180 YDS. SOUTH ALONG
 AO0047'HIGHWAY (MACADAM REPLACES CONCRETE).  ALSO MARK IS ABOUT 100 YDS.
 AO0047'NORTH FROM SMALL CULVERT, WHICH REQUIRES SHORT GUARD RAIL ON EACH SIDE
 AO0047'OF HIGHWAY.
 AO0047
 AO0047                          STATION RECOVERY (1968)
 AO0047
 AO0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AO0047'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0289 ***********************************************************************
 BY0289  DESIGNATION -  X 335
 BY0289  PID         -  BY0289
 BY0289  STATE/COUNTY-  TX/SABINE
 BY0289  USGS QUAD   -  BRONSON (1984)
 BY0289
 BY0289                         *CURRENT SURVEY CONTROL
 BY0289  ___________________________________________________________________
 BY0289* NAD 83(1986)-  31 20 20.     (N)    094 00 31.     (W)     SCALED    
 BY0289* NAVD 88     -        99.32   (+/-2cm)     325.9    (feet)  VERTCON   
 BY0289  ___________________________________________________________________
 BY0289  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BY0289
 BY0289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0289
 BY0289.The horizontal coordinates were scaled from a topographic map and have
 BY0289.an estimated accuracy of +/- 6 seconds.
 BY0289
 BY0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0289.The vertical order pertains to the NGVD 29 superseded value.
 BY0289
 BY0289.The geoid height was determined by GEOID03.
 BY0289
 BY0289;                    North         East    Units  Estimated Accuracy
 BY0289;SPC TX C     - 3,202,480.    1,301,510.      MT  (+/- 180 meters Scaled)
 BY0289
 BY0289                          SUPERSEDED SURVEY CONTROL
 BY0289
 BY0289  NGVD 29 (??/??/92)   99.335  (m)          325.90   (f) ADJ UNCH    2 0
 BY0289
 BY0289.Superseded values are not recommended for survey control.
 BY0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0289.See file dsdata.txt to determine how the superseded data were derived.
 BY0289
 BY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ040676(NAD 83)
 BY0289_MARKER: DB = BENCH MARK DISK
 BY0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0289_STAMPING: X 335 1952
 BY0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0289+STABILITY: SURFACE MOTION
 BY0289
 BY0289  HISTORY     - Date     Condition        Report By
 BY0289  HISTORY     - 1952     MONUMENTED       CGS
 BY0289  HISTORY     - 20010508 MARK NOT FOUND   USPSQD
 BY0289
 BY0289                          STATION DESCRIPTION
 BY0289
 BY0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0289'0.5 MI SE FROM BRONSON.
 BY0289'0.5 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BY0289'THE STATION AT BRONSON, AT THE SECTION FOREMANS HOUSE, 96.4 FEET
 BY0289'NORTHEAST OF THE NORTHEAST RAIL, 82 FEET SOUTHEAST OF THE SOUTHEAST
 BY0289'CORNER OF THE HOUSE, 51 FEET NORTHEAST OF A TELEPHONE POLE, 17 FEET
 BY0289'NORTH OF A POWER POLE, 1.1 FEET SOUTHWEST OF A FENCE, 1.2 FEET SOUTH
 BY0289'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0289'0.6 FOOT ABOVE THE GROUND.
 BY0289
 BY0289                          STATION RECOVERY (2001)
 BY0289
 BY0289'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BY0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0431 ***********************************************************************
 BY0431  DESIGNATION -  X 336
 BY0431  PID         -  BY0431
 BY0431  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0431  USGS QUAD   -  VEACH (1984)
 BY0431
 BY0431                         *CURRENT SURVEY CONTROL
 BY0431  ___________________________________________________________________
 BY0431* NAD 83(1986)-  31 14 24.     (N)    094 07 32.     (W)     SCALED    
 BY0431* NAVD 88     -        60.36   (+/-2cm)     198.0    (feet)  VERTCON   
 BY0431  ___________________________________________________________________
 BY0431  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BY0431
 BY0431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0431
 BY0431.The horizontal coordinates were scaled from a topographic map and have
 BY0431.an estimated accuracy of +/- 6 seconds.
 BY0431
 BY0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0431.The vertical order pertains to the NGVD 29 superseded value.
 BY0431
 BY0431.The geoid height was determined by GEOID03.
 BY0431
 BY0431;                    North         East    Units  Estimated Accuracy
 BY0431;SPC TX C     - 3,190,910.    1,291,010.      MT  (+/- 180 meters Scaled)
 BY0431
 BY0431                          SUPERSEDED SURVEY CONTROL
 BY0431
 BY0431  NGVD 29 (??/??/92)   60.379  (m)          198.09   (f) ADJ UNCH    2 0
 BY0431
 BY0431.Superseded values are not recommended for survey control.
 BY0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0431.See file dsdata.txt to determine how the superseded data were derived.
 BY0431
 BY0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ928567(NAD 83)
 BY0431_MARKER: DB = BENCH MARK DISK
 BY0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0431_STAMPING: X 336 1952
 BY0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0431+STABILITY: SURFACE MOTION
 BY0431
 BY0431  HISTORY     - Date     Condition        Report By
 BY0431  HISTORY     - 1952     MONUMENTED       CGS
 BY0431
 BY0431                          STATION DESCRIPTION
 BY0431
 BY0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0431'21.55 MI SW FROM SAN AUGUSTINE.
 BY0431'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0431'SAN AUGUSTINE, THENCE 3.7 MILES SOUTH ALONG FARM ROAD 705, THENCE 7.25
 BY0431'MILES SOUTH ALONG AN OILED ROAD, THENCE 1.95 MILES SOUTH ALONG A
 BY0431'GRADED DIRT ROAD, AT THE L. LAKEE RESIDENCE, 75 FEET EAST OF THE
 BY0431'CENTER LINE OF THE ROAD, 71 FEET WEST OF THE NORTHWEST CORNER OF A
 BY0431'BARN, 34.8 FEET WEST OF A BOARD FENCE, 16.6 FEET NORTH OF A 20 INCH
 BY0431'OAK TREE, 1.2 FEET NORTH OF A WITNESS POST, 0.9 MILE NORTH OF BENCH
 BY0431'MARK Z 102, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 BY0431'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0547 ***********************************************************************
 GK0547  DESIGNATION -  X 338
 GK0547  PID         -  GK0547
 GK0547  STATE/COUNTY-  TX/HANSFORD
 GK0547  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0547
 GK0547                         *CURRENT SURVEY CONTROL
 GK0547  ___________________________________________________________________
 GK0547* NAD 83(1986)-  36 09 48.     (N)    101 36 22.     (W)     SCALED    
 GK0547* NAVD 88     -      1021.006  (meters)    3349.75   (feet)  ADJUSTED  
 GK0547  ___________________________________________________________________
 GK0547  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 GK0547  DYNAMIC HT  -        1019.879 (meters)    3346.05  (feet)  COMP
 GK0547  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 GK0547
 GK0547  VERT ORDER  -  SECOND    CLASS 0
 GK0547
 GK0547.The horizontal coordinates were scaled from a topographic map and have
 GK0547.an estimated accuracy of +/- 6 seconds.
 GK0547
 GK0547.The orthometric height was determined by differential leveling
 GK0547.and adjusted by the National Geodetic Survey in June 1991..
 GK0547
 GK0547.The geoid height was determined by GEOID03.
 GK0547
 GK0547.The dynamic height is computed by dividing the NAVD 88
 GK0547.geopotential number by the normal gravity value computed on the
 GK0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0547.degrees latitude (g = 980.6199 gals.).
 GK0547
 GK0547.The modeled gravity was interpolated from observed gravity values.
 GK0547
 GK0547;                    North         East    Units  Estimated Accuracy
 GK0547;SPC TX N     - 1,240,010.      190,450.      MT  (+/- 180 meters Scaled)
 GK0547
 GK0547                          SUPERSEDED SURVEY CONTROL
 GK0547
 GK0547  NGVD 29 (??/??/92) 1020.542  (m)         3348.23   (f) ADJ UNCH    2 0
 GK0547
 GK0547.Superseded values are not recommended for survey control.
 GK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0547.See file dsdata.txt to determine how the superseded data were derived.
 GK0547
 GK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF655052(NAD 83)
 GK0547_MARKER: DB = BENCH MARK DISK
 GK0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0547_STAMPING: X 338 1952
 GK0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0547+STABILITY: SURFACE MOTION
 GK0547
 GK0547  HISTORY     - Date     Condition        Report By
 GK0547  HISTORY     - 1952     MONUMENTED       CGS
 GK0547
 GK0547                          STATION DESCRIPTION
 GK0547
 GK0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0547'18.5 MI SW FROM GRUVER.
 GK0547'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0547'THENCE 10.75 MILES WEST ALONG FARM ROAD 289, THENCE 4.0 MILES SOUTH
 GK0547'ALONG FARM ROAD 1573, THENCE 3.4 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GK0547'80 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 48 FEET
 GK0547'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 44 FEET WEST OF A
 GK0547'POWER POLE, 1 FOOT EAST OF A YARD FENCE, SET IN THE TOP OF A CONCRETE
 GK0547'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0216 ***********************************************************************
 CA0216  DESIGNATION -  X 340
 CA0216  PID         -  CA0216
 CA0216  STATE/COUNTY-  TX/SAN SABA
 CA0216  USGS QUAD   -  BAKER SPRING (1982)
 CA0216
 CA0216                         *CURRENT SURVEY CONTROL
 CA0216  ___________________________________________________________________
 CA0216* NAD 83(1986)-  31 14 36.     (N)    098 54 15.     (W)     SCALED    
 CA0216* NAVD 88     -       419.884  (meters)    1377.57   (feet)  ADJUSTED  
 CA0216  ___________________________________________________________________
 CA0216  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CA0216  DYNAMIC HT  -         419.330 (meters)    1375.75  (feet)  COMP
 CA0216  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 CA0216
 CA0216  VERT ORDER  -  SECOND    CLASS 0
 CA0216
 CA0216.The horizontal coordinates were scaled from a topographic map and have
 CA0216.an estimated accuracy of +/- 6 seconds.
 CA0216
 CA0216.The orthometric height was determined by differential leveling
 CA0216.and adjusted by the National Geodetic Survey in June 1991..
 CA0216
 CA0216.The geoid height was determined by GEOID03.
 CA0216
 CA0216.The dynamic height is computed by dividing the NAVD 88
 CA0216.geopotential number by the normal gravity value computed on the
 CA0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0216.degrees latitude (g = 980.6199 gals.).
 CA0216
 CA0216.The modeled gravity was interpolated from observed gravity values.
 CA0216
 CA0216;                    North         East    Units  Estimated Accuracy
 CA0216;SPC TX C     - 3,175,660.      836,130.      MT  (+/- 180 meters Scaled)
 CA0216
 CA0216                          SUPERSEDED SURVEY CONTROL
 CA0216
 CA0216  NGVD 29 (??/??/92)  419.828  (m)         1377.39   (f) ADJ UNCH    2 0
 CA0216
 CA0216.Superseded values are not recommended for survey control.
 CA0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0216.See file dsdata.txt to determine how the superseded data were derived.
 CA0216
 CA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV091565(NAD 83)
 CA0216_MARKER: DB = BENCH MARK DISK
 CA0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0216_STAMPING: X 340 1935
 CA0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0216+STABILITY: SURFACE MOTION
 CA0216
 CA0216  HISTORY     - Date     Condition        Report By
 CA0216  HISTORY     - 1935     MONUMENTED       CGS
 CA0216
 CA0216                          STATION DESCRIPTION
 CA0216
 CA0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0216'3.7 MI E FROM RICHLAND SPRINGS.
 CA0216'3.7 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. 375 YARDS EAST OF
 CA0216'MILE POST 36.  12 YARDS SOUTH OF CENTER OF THE TRACK.  11 YARDS NORTH
 CA0216'OF THE RIGHT OF WAY FENCE.  8 YARDS WEST OF AN ABANDONED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0240 ***********************************************************************
 AY0240  DESIGNATION -  X 341
 AY0240  PID         -  AY0240
 AY0240  STATE/COUNTY-  TX/WILSON
 AY0240  USGS QUAD   -  POTH (1961)
 AY0240
 AY0240                         *CURRENT SURVEY CONTROL
 AY0240  ___________________________________________________________________
 AY0240* NAD 83(1986)-  29 06 14.     (N)    098 06 13.     (W)     SCALED    
 AY0240* NAVD 88     -       133.794  (meters)     438.96   (feet)  ADJUSTED  
 AY0240  ___________________________________________________________________
 AY0240  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY0240  DYNAMIC HT  -         133.604 (meters)     438.33  (feet)  COMP
 AY0240  MODELED GRAV-     979,220.8   (mgal)                       NAVD 88
 AY0240
 AY0240  VERT ORDER  -  FIRST     CLASS II
 AY0240
 AY0240.The horizontal coordinates were scaled from a topographic map and have
 AY0240.an estimated accuracy of +/- 6 seconds.
 AY0240
 AY0240.The orthometric height was determined by differential leveling
 AY0240.and adjusted by the National Geodetic Survey in June 1991..
 AY0240.WARNING-Repeat measurements at this control monument indicate possible
 AY0240.vertical movement.
 AY0240
 AY0240.The geoid height was determined by GEOID03.
 AY0240
 AY0240.The dynamic height is computed by dividing the NAVD 88
 AY0240.geopotential number by the normal gravity value computed on the
 AY0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0240.degrees latitude (g = 980.6199 gals.).
 AY0240
 AY0240.The modeled gravity was interpolated from observed gravity values.
 AY0240
 AY0240;                    North         East    Units  Estimated Accuracy
 AY0240;SPC TXSC     - 4,141,150.      687,240.      MT  (+/- 180 meters Scaled)
 AY0240
 AY0240                          SUPERSEDED SURVEY CONTROL
 AY0240
 AY0240.No superseded survey control is available for this station.
 AY0240
 AY0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT872198(NAD 83)
 AY0240_MARKER: DB = BENCH MARK DISK
 AY0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0240_STAMPING: X 341 1935
 AY0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0240+STABILITY: SURFACE MOTION
 AY0240
 AY0240  HISTORY     - Date     Condition        Report By
 AY0240  HISTORY     - 1935     MONUMENTED       CGS
 AY0240  HISTORY     - 1943     GOOD             NGS
 AY0240  HISTORY     - 1961     MARK NOT FOUND   USGS
 AY0240  HISTORY     - 1981     GOOD             NGS
 AY0240  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 AY0240
 AY0240                          STATION DESCRIPTION
 AY0240
 AY0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0240'2.6 MI NW FROM POTH.
 AY0240'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0240'STATION AT POTH-- PROCEED 2.6 MILES NORTHWESTERLY ALONG THE RAILROAD
 AY0240'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 126.0 FEET WEST OF THE
 AY0240'WEST CORNER OF A SERVICE STATION, ABOUT 84.0 FEET SOUTHEAST OF
 AY0240'MILEPOST 34, AND ABOUT 66.0 FEET WEST OF THE CENTER OF A DIRT ROAD
 AY0240'CROSSING.  IT IS 45.0 FEET SOUTHWEST OF AND ABOUT 2.0 FEET BELOW THE
 AY0240'CENTERLINE OF TRACK, 3.2 FEET NORTH OF A TELEPHONE POLE NUMBERED
 AY0240'JIA-85, AND 3.8 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.
 AY0240'MONUMENT PROJECTS 0.6 FOOT.  A DISK SET IN A CONCRETE POST.  NOTE--
 AY0240'BENCH MARK IS ALSO 4.3 MILES SOUTHEAST OF FLORESVILLE.
 AY0240
 AY0240                          STATION RECOVERY (1961)
 AY0240
 AY0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AY0240'MARK NOT FOUND.
 AY0240
 AY0240                          STATION RECOVERY (1981)
 AY0240
 AY0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0240'RECOVERED IN GOOD CONDITION.
 AY0240
 AY0240                          STATION RECOVERY (1995)
 AY0240
 AY0240'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0257 ***********************************************************************
 AJ0257  DESIGNATION -  X 343
 AJ0257  PID         -  AJ0257
 AJ0257  STATE/COUNTY-  TX/BROOKS
 AJ0257  USGS QUAD   -  FALFURRIAS (1963)
 AJ0257
 AJ0257                         *CURRENT SURVEY CONTROL
 AJ0257  ___________________________________________________________________
 AJ0257* NAD 83(1986)-  27 10 12.     (N)    098 08 53.     (W)     SCALED    
 AJ0257* NAVD 88     -        30.324  (meters)      99.49   (feet)  ADJUSTED  
 AJ0257  ___________________________________________________________________
 AJ0257  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AJ0257  DYNAMIC HT  -          30.276 (meters)      99.33  (feet)  COMP
 AJ0257  MODELED GRAV-     979,064.9   (mgal)                       NAVD 88
 AJ0257
 AJ0257  VERT ORDER  -  SECOND    CLASS 0
 AJ0257
 AJ0257.The horizontal coordinates were scaled from a topographic map and have
 AJ0257.an estimated accuracy of +/- 6 seconds.
 AJ0257
 AJ0257.The orthometric height was determined by differential leveling
 AJ0257.and adjusted by the National Geodetic Survey in June 1991..
 AJ0257
 AJ0257.The geoid height was determined by GEOID03.
 AJ0257
 AJ0257.The dynamic height is computed by dividing the NAVD 88
 AJ0257.geopotential number by the normal gravity value computed on the
 AJ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0257.degrees latitude (g = 980.6199 gals.).
 AJ0257
 AJ0257.The modeled gravity was interpolated from observed gravity values.
 AJ0257
 AJ0257;                    North         East    Units  Estimated Accuracy
 AJ0257;SPC TX S     - 5,166,610.      334,880.      MT  (+/- 180 meters Scaled)
 AJ0257
 AJ0257                          SUPERSEDED SURVEY CONTROL
 AJ0257
 AJ0257  NGVD 29 (??/??/92)   30.430  (m)           99.84   (f) ADJ UNCH    2 0
 AJ0257
 AJ0257.Superseded values are not recommended for survey control.
 AJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0257.See file dsdata.txt to determine how the superseded data were derived.
 AJ0257
 AJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR844055(NAD 83)
 AJ0257_MARKER: DB = BENCH MARK DISK
 AJ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0257_STAMPING: X-343 1935
 AJ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0257+STABILITY: SURFACE MOTION
 AJ0257
 AJ0257  HISTORY     - Date     Condition        Report By
 AJ0257  HISTORY     - 1935     MONUMENTED       CGS
 AJ0257  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0257
 AJ0257                          STATION DESCRIPTION
 AJ0257
 AJ0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0257'3.9 MI S FROM FALFURRIAS.
 AJ0257'3.9 MILES SOUTH OF AND ALONG S. P. R. R. 13 YDS. WEST OF CENTER LINE
 AJ0257'OF TRACK.  0.5 MI. NORTH OF MILE POLE 84.
 AJ0257
 AJ0257                          STATION RECOVERY (1962)
 AJ0257
 AJ0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0055 ***********************************************************************
 FM0055  DESIGNATION -  X 346
 FM0055  PID         -  FM0055
 FM0055  STATE/COUNTY-  TX/MOORE
 FM0055  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0055
 FM0055                         *CURRENT SURVEY CONTROL
 FM0055  ___________________________________________________________________
 FM0055* NAD 83(1986)-  35 52 50.     (N)    102 06 21.     (W)     SCALED    
 FM0055* NAVD 88     -      1145.619  (meters)    3758.59   (feet)  ADJUSTED  
 FM0055  ___________________________________________________________________
 FM0055  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FM0055  DYNAMIC HT  -        1144.283 (meters)    3754.20  (feet)  COMP
 FM0055  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 FM0055
 FM0055  VERT ORDER  -  SECOND    CLASS 0
 FM0055
 FM0055.The horizontal coordinates were scaled from a topographic map and have
 FM0055.an estimated accuracy of +/- 6 seconds.
 FM0055
 FM0055.The orthometric height was determined by differential leveling
 FM0055.and adjusted by the National Geodetic Survey in June 1991..
 FM0055
 FM0055.The geoid height was determined by GEOID03.
 FM0055
 FM0055.The dynamic height is computed by dividing the NAVD 88
 FM0055.geopotential number by the normal gravity value computed on the
 FM0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0055.degrees latitude (g = 980.6199 gals.).
 FM0055
 FM0055.The modeled gravity was interpolated from observed gravity values.
 FM0055
 FM0055;                    North         East    Units  Estimated Accuracy
 FM0055;SPC TX N     - 1,208,790.      145,300.      MT  (+/- 180 meters Scaled)
 FM0055
 FM0055                          SUPERSEDED SURVEY CONTROL
 FM0055
 FM0055  NGVD 29 (??/??/92) 1145.052  (m)         3756.72   (f) ADJ UNCH    2 0
 FM0055
 FM0055.Superseded values are not recommended for survey control.
 FM0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0055.See file dsdata.txt to determine how the superseded data were derived.
 FM0055
 FM0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV612745(NAD 83)
 FM0055_MARKER: DB = BENCH MARK DISK
 FM0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0055_STAMPING: X 346 1952
 FM0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0055+STABILITY: SURFACE MOTION
 FM0055
 FM0055  HISTORY     - Date     Condition        Report By
 FM0055  HISTORY     - 1952     MONUMENTED       CGS
 FM0055  HISTORY     - 1965     GOOD             USGS
 FM0055
 FM0055                          STATION DESCRIPTION
 FM0055
 FM0055'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FM0055'9.0 MI W FROM DUMAS.
 FM0055'THIS MARK MAY BE REACHED FROM THE COURTHOUSE IN BUMAS, BY GOING 0.5
 FM0055'MI. NORTH ALONG U. S. HIGHWAY 287.  THENCE 7.5 MI. W. ALONG U.S.
 FM0055'HIGHWAY 87, AND THENCE 1.0 MI. NORTH ALONG GRADED ROAD.  17 FT. N. AND
 FM0055'34 FT. E. OF JCT. OF RD. LEADING W., AND IS 1.0 FT. E. OF NORTH AND
 FM0055'SOUTH FENCE LINE.  A STANDARD TABLET, STAMPED X 346 1952 AND SET IN A
 FM0055'CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0043 ***********************************************************************
 FM0043  DESIGNATION -  X 347
 FM0043  PID         -  FM0043
 FM0043  STATE/COUNTY-  TX/HARTLEY
 FM0043  USGS QUAD   -  MORAN RANCH (1963)
 FM0043
 FM0043                         *CURRENT SURVEY CONTROL
 FM0043  ___________________________________________________________________
 FM0043* NAD 83(1986)-  35 57 13.     (N)    102 14 54.     (W)     SCALED    
 FM0043* NAVD 88     -      1184.352  (meters)    3885.66   (feet)  ADJUSTED  
 FM0043  ___________________________________________________________________
 FM0043  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 FM0043  DYNAMIC HT  -        1182.974 (meters)    3881.14  (feet)  COMP
 FM0043  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 FM0043
 FM0043  VERT ORDER  -  SECOND    CLASS 0
 FM0043
 FM0043.The horizontal coordinates were scaled from a topographic map and have
 FM0043.an estimated accuracy of +/- 6 seconds.
 FM0043
 FM0043.The orthometric height was determined by differential leveling
 FM0043.and adjusted by the National Geodetic Survey in June 1991..
 FM0043
 FM0043.The geoid height was determined by GEOID03.
 FM0043
 FM0043.The dynamic height is computed by dividing the NAVD 88
 FM0043.geopotential number by the normal gravity value computed on the
 FM0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0043.degrees latitude (g = 980.6199 gals.).
 FM0043
 FM0043.The modeled gravity was interpolated from observed gravity values.
 FM0043
 FM0043;                    North         East    Units  Estimated Accuracy
 FM0043;SPC TX N     - 1,216,990.      132,490.      MT  (+/- 180 meters Scaled)
 FM0043
 FM0043                          SUPERSEDED SURVEY CONTROL
 FM0043
 FM0043  NGVD 29 (??/??/92) 1183.795  (m)         3883.83   (f) ADJ UNCH    2 0
 FM0043
 FM0043.Superseded values are not recommended for survey control.
 FM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0043.See file dsdata.txt to determine how the superseded data were derived.
 FM0043
 FM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV481823(NAD 83)
 FM0043_MARKER: DB = BENCH MARK DISK
 FM0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0043_STAMPING: X-347 1952
 FM0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0043+STABILITY: SURFACE MOTION
 FM0043
 FM0043  HISTORY     - Date     Condition        Report By
 FM0043  HISTORY     - 1952     MONUMENTED       CGS
 FM0043  HISTORY     - 1963     GOOD             USGS
 FM0043
 FM0043                          STATION DESCRIPTION
 FM0043
 FM0043'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0043'14.6 MI NE FROM HARTLEY.
 FM0043'8.5 MILES EAST ALONG U S HIGHWAY FROM THE P.O. AT HARTLEY, HARTLEY
 FM0043'CO., THENCE 6.1 MILES NORTH ALONG A GRADED ROAD TO A FENCE EAST.  32
 FM0043'FEET EAST AND 1.3 FEET NORTH OF ROAD AT FENCE EAST.  A STANDARD DISK,
 FM0043'STAMPED X-347 1952 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0776 ***********************************************************************
 AY0776  DESIGNATION -  X 35
 AY0776  PID         -  AY0776
 AY0776  STATE/COUNTY-  TX/BEXAR
 AY0776  USGS QUAD   -  MACDONA (1991)
 AY0776
 AY0776                         *CURRENT SURVEY CONTROL
 AY0776  ___________________________________________________________________
 AY0776* NAD 83(1986)-  29 19 40.     (N)    098 40 57.     (W)     SCALED    
 AY0776* NAVD 88     -       185.769  (meters)     609.48   (feet)  ADJUSTED  
 AY0776  ___________________________________________________________________
 AY0776  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AY0776  DYNAMIC HT  -         185.501 (meters)     608.60  (feet)  COMP
 AY0776  MODELED GRAV-     979,196.7   (mgal)                       NAVD 88
 AY0776
 AY0776  VERT ORDER  -  FIRST     CLASS II
 AY0776
 AY0776.The horizontal coordinates were scaled from a topographic map and have
 AY0776.an estimated accuracy of +/- 6 seconds.
 AY0776
 AY0776.The orthometric height was determined by differential leveling
 AY0776.and adjusted by the National Geodetic Survey in June 1991..
 AY0776
 AY0776.The geoid height was determined by GEOID03.
 AY0776
 AY0776.The dynamic height is computed by dividing the NAVD 88
 AY0776.geopotential number by the normal gravity value computed on the
 AY0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0776.degrees latitude (g = 980.6199 gals.).
 AY0776
 AY0776.The modeled gravity was interpolated from observed gravity values.
 AY0776
 AY0776;                    North         East    Units  Estimated Accuracy
 AY0776;SPC TXSC     - 4,165,670.      630,830.      MT  (+/- 180 meters Scaled)
 AY0776
 AY0776                          SUPERSEDED SURVEY CONTROL
 AY0776
 AY0776  NGVD 29 (??/??/92)  185.640  (m)          609.05   (f) ADJ UNCH    1 2
 AY0776
 AY0776.Superseded values are not recommended for survey control.
 AY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0776.See file dsdata.txt to determine how the superseded data were derived.
 AY0776
 AY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT308443(NAD 83)
 AY0776_MARKER: B = BOLT
 AY0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0776_SP_SET: BRIDGE ABUTMENT
 AY0776_STAMPING: NOV 1956 USBM 616
 AY0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0776
 AY0776  HISTORY     - Date     Condition        Report By
 AY0776  HISTORY     - UNK      MONUMENTED       USGS
 AY0776  HISTORY     - 1956     GOOD             NGS
 AY0776  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0776
 AY0776                          STATION DESCRIPTION
 AY0776
 AY0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0776'0.7 MI E FROM MACDONA.
 AY0776'0.7 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0776'STATION SIGN AT MACDONA, 18.2 FEET WEST OF THE 4TH POLE EAST OF
 AY0776'MILEPOST 226, 10.4 FEET NORTH OF THE NORTH RAIL, 131.7 FEET WEST OF
 AY0776'THE WEST EDGE OF THE BACK WALL FOR THE WEST ABUTMENT OF RAILROAD
 AY0776'BRIDGE 225.82 OVER THE HIGH WATER CHANNEL OF THE MEDINA RIVER, 3.7
 AY0776'FEET UNDER THE TOP OF THE GROUND, SET IN THE TOP OF THE OLD WEST
 AY0776'ABUTMENT OF THE BRIDGE.  THE BRIDGE HAS BEEN SHORTENED AND THE OLD
 AY0776'ABUTMENT HAS BEEN ABANDONED.
 AY0776
 AY0776                          STATION RECOVERY (1999)
 AY0776
 AY0776'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2840 ***********************************************************************
 AX2840  DESIGNATION -  X 350 RESET
 AX2840  PID         -  AX2840
 AX2840  STATE/COUNTY-  TX/DE WITT
 AX2840  USGS QUAD   -  HOCHHEIM (1987)
 AX2840
 AX2840                         *CURRENT SURVEY CONTROL
 AX2840  ___________________________________________________________________
 AX2840* NAD 83(1986)-  29 19 06.     (N)    097 15 44.     (W)     SCALED    
 AX2840* NAVD 88     -        98.85   (+/-2cm)     324.3    (feet)  VERTCON   
 AX2840  ___________________________________________________________________
 AX2840  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX2840
 AX2840  VERT ORDER  -  THIRD (See Below)
 AX2840
 AX2840.The horizontal coordinates were scaled from a topographic map and have
 AX2840.an estimated accuracy of +/- 6 seconds.
 AX2840
 AX2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2840.The vertical order pertains to the NGVD 29 superseded value.
 AX2840
 AX2840.The geoid height was determined by GEOID03.
 AX2840
 AX2840;                    North         East    Units  Estimated Accuracy
 AX2840;SPC TXSC     - 4,165,830.      768,780.      MT  (+/- 180 meters Scaled)
 AX2840
 AX2840                          SUPERSEDED SURVEY CONTROL
 AX2840
 AX2840  NGVD 29 (01/29/03)   98.84   (m)          324.3    (f) RESET       3  
 AX2840
 AX2840.Superseded values are not recommended for survey control.
 AX2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2840.See file dsdata.txt to determine how the superseded data were derived.
 AX2840
 AX2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT687445(NAD 83)
 AX2840_MARKER: DV = VERTICAL CONTROL DISK
 AX2840_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AX2840_SP_SET: BRIDGE HEADWALL
 AX2840_STAMPING: X 350 RESET 1988
 AX2840_MARK LOGO: NGS   
 AX2840_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2840
 AX2840  HISTORY     - Date     Condition        Report By
 AX2840  HISTORY     - 1988     MONUMENTED       TXHD
 AX2840
 AX2840                          STATION DESCRIPTION
 AX2840
 AX2840'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1988
 AX2840'2 MILES (3.2 KM) EAST ALONG STATE HIGHWAY 111 FROM THE JUNCTION OF
 AX2840'U.S. HIGHWAY 183 IN HOCHHEIM, AT A CONCRETE BRIDGE, IN THE TOP OF THE
 AX2840'SOUTHEAST HEADWALL, AND 21 FEET (6.4 M) SOUTH OF THE CENTERLINE OF
 AX2840'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0209 ***********************************************************************
 AE0209  DESIGNATION -  X 351
 AE0209  PID         -  AE0209
 AE0209  STATE/COUNTY-  TX/HIDALGO
 AE0209  USGS QUAD   -  LINN SIDING (1982)
 AE0209
 AE0209                         *CURRENT SURVEY CONTROL
 AE0209  ___________________________________________________________________
 AE0209* NAD 83(1986)-  26 31 07.     (N)    098 07 46.     (W)     SCALED    
 AE0209* NAVD 88     -        26.946  (meters)      88.41   (feet)  ADJUSTED  
 AE0209  ___________________________________________________________________
 AE0209  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AE0209  DYNAMIC HT  -          26.903 (meters)      88.26  (feet)  COMP
 AE0209  MODELED GRAV-     979,036.6   (mgal)                       NAVD 88
 AE0209
 AE0209  VERT ORDER  -  SECOND    CLASS 0
 AE0209
 AE0209.The horizontal coordinates were scaled from a topographic map and have
 AE0209.an estimated accuracy of +/- 6 seconds.
 AE0209
 AE0209.The orthometric height was determined by differential leveling
 AE0209.and adjusted by the National Geodetic Survey in June 1991..
 AE0209
 AE0209.The geoid height was determined by GEOID03.
 AE0209
 AE0209.The dynamic height is computed by dividing the NAVD 88
 AE0209.geopotential number by the normal gravity value computed on the
 AE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0209.degrees latitude (g = 980.6199 gals.).
 AE0209
 AE0209.The modeled gravity was interpolated from observed gravity values.
 AE0209
 AE0209;                    North         East    Units  Estimated Accuracy
 AE0209;SPC TX S     - 5,094,440.      336,930.      MT  (+/- 180 meters Scaled)
 AE0209
 AE0209                          SUPERSEDED SURVEY CONTROL
 AE0209
 AE0209  NGVD 29 (??/??/92)   27.057  (m)           88.77   (f) ADJ UNCH    2 0
 AE0209
 AE0209.Superseded values are not recommended for survey control.
 AE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0209.See file dsdata.txt to determine how the superseded data were derived.
 AE0209
 AE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ867334(NAD 83)
 AE0209_MARKER: DB = BENCH MARK DISK
 AE0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0209_STAMPING: X-351
 AE0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0209+STABILITY: SURFACE MOTION
 AE0209
 AE0209  HISTORY     - Date     Condition        Report By
 AE0209  HISTORY     - UNK      MONUMENTED       CGS
 AE0209  HISTORY     - 1935     GOOD             NGS
 AE0209  HISTORY     - 1943     MARK NOT FOUND   NGS
 AE0209
 AE0209                          STATION DESCRIPTION
 AE0209
 AE0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0209'15.3 MI N FROM EDINBURG.
 AE0209'15.3 MILES NORTH OF AND ALONG U. S. HIGHWAY 281.  40 FEET EAST OF
 AE0209'CENTER LINE OF ROAD.  14 FEET WEST OF FENCE LINE.  10 FEET EAST OF A
 AE0209'ROW OF TELEPHONE POLES.
 AE0209
 AE0209                          STATION RECOVERY (1943)
 AE0209
 AE0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AE0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0146 ***********************************************************************
 FL0146  DESIGNATION -  X 352
 FL0146  PID         -  FL0146
 FL0146  STATE/COUNTY-  TX/WHEELER
 FL0146  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0146
 FL0146                         *CURRENT SURVEY CONTROL
 FL0146  ___________________________________________________________________
 FL0146* NAD 83(1986)-  35 12 15.     (N)    100 14 38.     (W)     SCALED    
 FL0146* NAVD 88     -       706.386  (meters)    2317.53   (feet)  ADJUSTED  
 FL0146  ___________________________________________________________________
 FL0146  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0146  DYNAMIC HT  -         705.652 (meters)    2315.13  (feet)  COMP
 FL0146  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 FL0146
 FL0146  VERT ORDER  -  FIRST     CLASS II
 FL0146
 FL0146.This mark is at Shamrock Municipal Airport (2F1)
 FL0146
 FL0146.The horizontal coordinates were scaled from a topographic map and have
 FL0146.an estimated accuracy of +/- 6 seconds.
 FL0146
 FL0146.The orthometric height was determined by differential leveling
 FL0146.and adjusted by the National Geodetic Survey in June 1991..
 FL0146
 FL0146.The geoid height was determined by GEOID03.
 FL0146
 FL0146.The dynamic height is computed by dividing the NAVD 88
 FL0146.geopotential number by the normal gravity value computed on the
 FL0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0146.degrees latitude (g = 980.6199 gals.).
 FL0146
 FL0146.The modeled gravity was interpolated from observed gravity values.
 FL0146
 FL0146;                    North         East    Units  Estimated Accuracy
 FL0146;SPC TX N     - 1,134,310.      314,370.      MT  (+/- 180 meters Scaled)
 FL0146
 FL0146                          SUPERSEDED SURVEY CONTROL
 FL0146
 FL0146  NGVD 29 (??/??/92)  706.096  (m)         2316.58   (f) ADJ UNCH    1 2
 FL0146
 FL0146.Superseded values are not recommended for survey control.
 FL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0146.See file dsdata.txt to determine how the superseded data were derived.
 FL0146
 FL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD867963(NAD 83)
 FL0146_MARKER: DB = BENCH MARK DISK
 FL0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0146_STAMPING: X 352 1953
 FL0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0146+STABILITY: SURFACE MOTION
 FL0146
 FL0146  HISTORY     - Date     Condition        Report By
 FL0146  HISTORY     - 1953     MONUMENTED       CGS
 FL0146  HISTORY     - 1955     GOOD             NGS
 FL0146
 FL0146                          STATION DESCRIPTION
 FL0146
 FL0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0146'1.05 MI S FROM SHAMROCK.
 FL0146'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0146'FROM THE STATION AT SHAMROCK, THENCE 0.65 MILE SOUTH ALONG U.S.
 FL0146'HIGHWAY 83, THENCE 0.15 MILE EAST ALONG 8TH STREET, THENCE 0.1 MILE
 FL0146'EAST ALONG A TRACK ROAD, 148 FEET WEST OF THE NORTHWEST LEG OF THE
 FL0146'BEACON TOWER AT THE SHAMROCK AIRPORT, 171 FEET WEST OF TRIANGULATION
 FL0146'STATION SHAMROCK 1951, 38 FEET EAST OF THE EAST WALL OF A SMALL SHEET
 FL0146'METAL HANGAR, 49 FEET SOUTH OF A FENCE, 2.4 FEET SOUTH OF A WITNESS
 FL0146'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 FL0146'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0171 ***********************************************************************
 FL0171  DESIGNATION -  X 353
 FL0171  PID         -  FL0171
 FL0171  STATE/COUNTY-  TX/WHEELER
 FL0171  USGS QUAD   -  RAMSDELL (1963)
 FL0171
 FL0171                         *CURRENT SURVEY CONTROL
 FL0171  ___________________________________________________________________
 FL0171* NAD 83(1986)-  35 11 32.     (N)    100 26 08.     (W)     SCALED    
 FL0171* NAVD 88     -       780.280  (meters)    2559.97   (feet)  ADJUSTED  
 FL0171  ___________________________________________________________________
 FL0171  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL0171  DYNAMIC HT  -         779.446 (meters)    2557.23  (feet)  COMP
 FL0171  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 FL0171
 FL0171  VERT ORDER  -  FIRST     CLASS II
 FL0171
 FL0171.The horizontal coordinates were scaled from a topographic map and have
 FL0171.an estimated accuracy of +/- 6 seconds.
 FL0171
 FL0171.The orthometric height was determined by differential leveling
 FL0171.and adjusted by the National Geodetic Survey in June 1991..
 FL0171
 FL0171.The geoid height was determined by GEOID03.
 FL0171
 FL0171.The dynamic height is computed by dividing the NAVD 88
 FL0171.geopotential number by the normal gravity value computed on the
 FL0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0171.degrees latitude (g = 980.6199 gals.).
 FL0171
 FL0171.The modeled gravity was interpolated from observed gravity values.
 FL0171
 FL0171;                    North         East    Units  Estimated Accuracy
 FL0171;SPC TX N     - 1,132,780.      296,930.      MT  (+/- 180 meters Scaled)
 FL0171
 FL0171                          SUPERSEDED SURVEY CONTROL
 FL0171
 FL0171  NGVD 29 (??/??/92)  779.974  (m)         2558.96   (f) ADJ UNCH    1 2
 FL0171
 FL0171.Superseded values are not recommended for survey control.
 FL0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0171.See file dsdata.txt to determine how the superseded data were derived.
 FL0171
 FL0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD693953(NAD 83)
 FL0171_MARKER: DB = BENCH MARK DISK
 FL0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0171_STAMPING: X 353 1953
 FL0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0171+STABILITY: SURFACE MOTION
 FL0171
 FL0171  HISTORY     - Date     Condition        Report By
 FL0171  HISTORY     - 1953     MONUMENTED       CGS
 FL0171  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0171
 FL0171                          STATION DESCRIPTION
 FL0171
 FL0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0171'10.55 MI E FROM MCLEAN.
 FL0171'10.55 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0171'FROM THE STATION AT MCLEAN, 0.15 MILE EAST OF THE STATION SIGN AT
 FL0171'RAMSDELL, 20 POLES WEST OF MILEPOST 676, 60 FEET SOUTH OF THE SOUTH
 FL0171'RAIL OF THE MAIN TRACK, 43 FEET SOUTH OF THE SOUTH RAIL OF A SIDE
 FL0171'TRACK, 31 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 9 RAILS EAST
 FL0171'OF TRESTLE 6766, 2 FEET EAST OF A WITNESS POST.  SET IN THE TOP OF A
 FL0171'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FL0171
 FL0171                          STATION RECOVERY (1963)
 FL0171
 FL0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0340 ***********************************************************************
 FL0340  DESIGNATION -  X 354
 FL0340  PID         -  FL0340
 FL0340  STATE/COUNTY-  TX/GRAY
 FL0340  USGS QUAD   -  ROCKLEDGE (1964)
 FL0340
 FL0340                         *CURRENT SURVEY CONTROL
 FL0340  ___________________________________________________________________
 FL0340* NAD 83(1986)-  35 11 40.     (N)    100 47 32.     (W)     SCALED    
 FL0340* NAVD 88     -       951.529  (meters)    3121.81   (feet)  ADJUSTED  
 FL0340  ___________________________________________________________________
 FL0340  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL0340  DYNAMIC HT  -         950.459 (meters)    3118.30  (feet)  COMP
 FL0340  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 FL0340
 FL0340  VERT ORDER  -  FIRST     CLASS II
 FL0340
 FL0340.The horizontal coordinates were scaled from a topographic map and have
 FL0340.an estimated accuracy of +/- 6 seconds.
 FL0340
 FL0340.The orthometric height was determined by differential leveling
 FL0340.and adjusted by the National Geodetic Survey in June 1991..
 FL0340
 FL0340.The geoid height was determined by GEOID03.
 FL0340
 FL0340.The dynamic height is computed by dividing the NAVD 88
 FL0340.geopotential number by the normal gravity value computed on the
 FL0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0340.degrees latitude (g = 980.6199 gals.).
 FL0340
 FL0340.The modeled gravity was interpolated from observed gravity values.
 FL0340
 FL0340;                    North         East    Units  Estimated Accuracy
 FL0340;SPC TX N     - 1,132,740.      264,450.      MT  (+/- 180 meters Scaled)
 FL0340
 FL0340                          SUPERSEDED SURVEY CONTROL
 FL0340
 FL0340  NGVD 29 (??/??/92)  951.137  (m)         3120.52   (f) ADJ UNCH    1 2
 FL0340
 FL0340.Superseded values are not recommended for survey control.
 FL0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0340.See file dsdata.txt to determine how the superseded data were derived.
 FL0340
 FL0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD368960(NAD 83)
 FL0340_MARKER: DB = BENCH MARK DISK
 FL0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0340_STAMPING: X 354 1953
 FL0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0340+STABILITY: SURFACE MOTION
 FL0340
 FL0340  HISTORY     - Date     Condition        Report By
 FL0340  HISTORY     - 1953     MONUMENTED       CGS
 FL0340
 FL0340                          STATION DESCRIPTION
 FL0340
 FL0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0340'4.0 MI SW FROM ALANREED.
 FL0340'4.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0340'RAILROAD FROM THE STATION SIGN AT ALANREED, 14 FEET EAST OF THE 2ND
 FL0340'POLE SOUTHWEST OF MILEPOST 700, 35.3 FEET NORTHWEST RAIL, 68 FEET
 FL0340'SOUTHEAST OF THE CENTER LINE OF OLD U.S. HIGHWAY 66, 3 FEET SOUTHWEST
 FL0340'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FL0340'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0135 ***********************************************************************
 AO0135  DESIGNATION -  X 356
 AO0135  PID         -  AO0135
 AO0135  STATE/COUNTY-  TX/WEBB
 AO0135  USGS QUAD   -  PIEDRA CREEK SE (1974)
 AO0135
 AO0135                         *CURRENT SURVEY CONTROL
 AO0135  ___________________________________________________________________
 AO0135* NAD 83(1986)-  28 02 00.     (N)    098 51 04.     (W)     SCALED    
 AO0135* NAVD 88     -        99.324  (meters)     325.87   (feet)  POSTED    
 AO0135  ___________________________________________________________________
 AO0135  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AO0135  DYNAMIC HT  -          99.170 (meters)     325.36  (feet)  COMP
 AO0135  MODELED GRAV-     979,123.1   (mgal)                       NAVD 88
 AO0135
 AO0135  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0135
 AO0135.The horizontal coordinates were scaled from a topographic map and have
 AO0135.an estimated accuracy of +/- 6 seconds.
 AO0135
 AO0135.The orthometric height was determined by differential leveling
 AO0135.and adjusted by the National Geodetic Survey in 1992..
 AO0135.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0135.rate of 1.1 thru 2.0 mm/km.
 AO0135
 AO0135.The geoid height was determined by GEOID03.
 AO0135
 AO0135.The dynamic height is computed by dividing the NAVD 88
 AO0135.geopotential number by the normal gravity value computed on the
 AO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0135.degrees latitude (g = 980.6199 gals.).
 AO0135
 AO0135.The modeled gravity was interpolated from observed gravity values.
 AO0135
 AO0135;                    North         East    Units  Estimated Accuracy
 AO0135;SPC TX S     - 5,262,270.      265,470.      MT  (+/- 180 meters Scaled)
 AO0135
 AO0135                          SUPERSEDED SURVEY CONTROL
 AO0135
 AO0135  NGVD 29 (??/??/92)   99.306  (m)          325.81   (f) ADJ UNCH    2 0
 AO0135
 AO0135.Superseded values are not recommended for survey control.
 AO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0135.See file dsdata.txt to determine how the superseded data were derived.
 AO0135
 AO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS146009(NAD 83)
 AO0135_MARKER: DB = BENCH MARK DISK
 AO0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0135_STAMPING: X 356 1935
 AO0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0135+STABILITY: SURFACE MOTION
 AO0135
 AO0135  HISTORY     - Date     Condition        Report By
 AO0135  HISTORY     - 1935     MONUMENTED       CGS
 AO0135  HISTORY     - 1974     GOOD             USGS
 AO0135
 AO0135                          STATION DESCRIPTION
 AO0135
 AO0135'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 AO0135'30.45 MI NW FROM FREER.
 AO0135'FREER, 3.0 MI. SW. OF ALONG U.S. HWY 59, THENCE 14.0 MI. NW. ALONG
 AO0135'STATE HWY. 44, THENCE 6.5 MI. NORTH ALONG A GRADED COUNTY ROAD FROM
 AO0135'THE COASTAL STATES GAS PLANT, THENCE 0.65 MI. NORTH ALONG A TRACT RD.
 AO0135'ON LAND BELONGING TO MARY K. WITHERS, THENCE 0.3 MI. SW. ALONG THE RD.
 AO0135'FROM A GATE, 570 FT. NW. OF A GATE WHERE RD. TURNS BACK TO THE NORTH,
 AO0135'70 FT. SE. OF THE CENTERLINE OF THE RD., A STANDARD TABLET SET IN A
 AO0135'CONCRETE POST PROJECTING 0.3 FT. STAMPED X 356 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0175 ***********************************************************************
 GL0175  DESIGNATION -  X 358
 GL0175  PID         -  GL0175
 GL0175  STATE/COUNTY-  TX/SHERMAN
 GL0175  USGS QUAD   -  EXUM (1965)
 GL0175
 GL0175                         *CURRENT SURVEY CONTROL
 GL0175  ___________________________________________________________________
 GL0175* NAD 83(1986)-  36 04 54.     (N)    102 07 57.     (W)     SCALED    
 GL0175* NAVD 88     -      1140.198  (meters)    3740.80   (feet)  ADJUSTED  
 GL0175  ___________________________________________________________________
 GL0175  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 GL0175  DYNAMIC HT  -        1138.900 (meters)    3736.54  (feet)  COMP
 GL0175  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 GL0175
 GL0175  VERT ORDER  -  SECOND    CLASS 0
 GL0175
 GL0175.The horizontal coordinates were scaled from a topographic map and have
 GL0175.an estimated accuracy of +/- 6 seconds.
 GL0175
 GL0175.The orthometric height was determined by differential leveling
 GL0175.and adjusted by the National Geodetic Survey in June 1991..
 GL0175
 GL0175.The geoid height was determined by GEOID03.
 GL0175
 GL0175.The dynamic height is computed by dividing the NAVD 88
 GL0175.geopotential number by the normal gravity value computed on the
 GL0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0175.degrees latitude (g = 980.6199 gals.).
 GL0175
 GL0175.The modeled gravity was interpolated from observed gravity values.
 GL0175
 GL0175;                    North         East    Units  Estimated Accuracy
 GL0175;SPC TX N     - 1,231,120.      143,030.      MT  (+/- 180 meters Scaled)
 GL0175
 GL0175                          SUPERSEDED SURVEY CONTROL
 GL0175
 GL0175.No superseded survey control is available for this station.
 GL0175
 GL0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV582968(NAD 83)
 GL0175_MARKER: DB = BENCH MARK DISK
 GL0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0175_STAMPING: X 358 1943
 GL0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0175+STABILITY: SURFACE MOTION
 GL0175
 GL0175  HISTORY     - Date     Condition        Report By
 GL0175  HISTORY     - 1943     MONUMENTED       CGS
 GL0175  HISTORY     - 1948     GOOD             NGS
 GL0175
 GL0175                          STATION DESCRIPTION
 GL0175
 GL0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0175'16.1 MI SE FROM CONLEN.
 GL0175'THIS MARK IS ABOUT 0.3 MILE SOUTH, 5.8 MILES EAST AND 10.0 MILES SOUTH
 GL0175'FROM THE POST OFFICE AT CONLEN, DALLAM COUNTY, 1.0 MILE NORTH OF A
 GL0175'EAST-WEST CROSS ROAD, 0.9 MILE NORTH OF A BUNGALOW, SET AT A EAST-WEST
 GL0175'FENCE, 2.0 FEET SOUTH OF THE FENCE, 99.0 FEET EAST OF THE CENTER LINE
 GL0175'OF THE ROAD, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND.
 GL0175
 GL0175                          STATION RECOVERY (1948)
 GL0175
 GL0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 GL0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0306 ***********************************************************************
 CD0306  DESIGNATION -  X 359
 CD0306  PID         -  CD0306
 CD0306  STATE/COUNTY-  TX/CULBERSON
 CD0306  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0306
 CD0306                         *CURRENT SURVEY CONTROL
 CD0306  ___________________________________________________________________
 CD0306* NAD 83(1986)-  31 51 14.     (N)    104 49 58.     (W)     SCALED    
 CD0306* NAVD 88     -      1511.971  (meters)    4960.52   (feet)  ADJUSTED  
 CD0306  ___________________________________________________________________
 CD0306  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0306  DYNAMIC HT  -        1509.622 (meters)    4952.82  (feet)  COMP
 CD0306  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 CD0306
 CD0306  VERT ORDER  -  FIRST     CLASS I
 CD0306
 CD0306.The horizontal coordinates were scaled from a topographic map and have
 CD0306.an estimated accuracy of +/- 6 seconds.
 CD0306
 CD0306.The orthometric height was determined by differential leveling
 CD0306.and adjusted by the National Geodetic Survey in June 1991..
 CD0306
 CD0306.The geoid height was determined by GEOID03.
 CD0306
 CD0306.The dynamic height is computed by dividing the NAVD 88
 CD0306.geopotential number by the normal gravity value computed on the
 CD0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0306.degrees latitude (g = 980.6199 gals.).
 CD0306
 CD0306.The modeled gravity was interpolated from observed gravity values.
 CD0306
 CD0306;                    North         East    Units  Estimated Accuracy
 CD0306;SPC TX C     - 3,251,090.      274,280.      MT  (+/- 180 meters Scaled)
 CD0306
 CD0306                          SUPERSEDED SURVEY CONTROL
 CD0306
 CD0306  NGVD 29 (??/??/92) 1511.363  (m)         4958.53   (f) ADJ UNCH    1 1
 CD0306
 CD0306.Superseded values are not recommended for survey control.
 CD0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0306.See file dsdata.txt to determine how the superseded data were derived.
 CD0306
 CD0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER158242(NAD 83)
 CD0306_MARKER: DB = BENCH MARK DISK
 CD0306_SETTING: 80 = SET IN A BOULDER
 CD0306_SP_SET: BOULDER
 CD0306_STAMPING: X 359 1943
 CD0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0306+STABILITY: SURFACE MOTION
 CD0306
 CD0306  HISTORY     - Date     Condition        Report By
 CD0306  HISTORY     - 1943     MONUMENTED       CGS
 CD0306  HISTORY     - 1973     GOOD             USGS
 CD0306  HISTORY     - 1977     GOOD             NGS
 CD0306
 CD0306                          STATION DESCRIPTION
 CD0306
 CD0306'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0306'106.2 MI E FROM EL PASO.
 CD0306'ABOUT 97.7 MI EAST ALONG U.S. HWY 62 AND 180 FROM THE JCT. OF LOOP 16
 CD0306'AT EL PASO, THENCE 1.1 MI NORTH ALONG THE OLD HWY.  AT THE SOUTH END
 CD0306'OF A CUT ALONG THE OLD HWY, 72 FEET WEST OF THE CENTERLINE OF THE OLD
 CD0306'HWY, ABOUT 8 FEET ABOVE THE LEVEL OF THE HWY, IN THE TOP OF A
 CD0306'LIMESTONE BOULDER.
 CD0306
 CD0306                          STATION RECOVERY (1977)
 CD0306
 CD0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0306'3.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0306'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS TO THE
 CD0306'CROSSING OF THE 1943 ROUTE OF U.S. HIGHWAYS 62 AND 180,
 CD0306'THENCE 0.65 MILE SOUTHEAST ALONG THE OLD HIGHWAY ROUTE,
 CD0306'SET IN TOP OF A LIMESTONE ROCK OUTCROP, 71 FT. SOUTHWEST OF THE
 CD0306'CENTER LINE OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0254 ***********************************************************************
 EN0254  DESIGNATION -  X 362
 EN0254  PID         -  EN0254
 EN0254  STATE/COUNTY-  TX/ARMSTRONG
 EN0254  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0254
 EN0254                         *CURRENT SURVEY CONTROL
 EN0254  ___________________________________________________________________
 EN0254* NAD 83(1986)-  34 51 54.     (N)    101 28 53.     (W)     SCALED    
 EN0254* NAVD 88     -       773.828  (meters)    2538.80   (feet)  ADJUSTED  
 EN0254  ___________________________________________________________________
 EN0254  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EN0254  DYNAMIC HT  -         772.909 (meters)    2535.79  (feet)  COMP
 EN0254  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 EN0254
 EN0254  VERT ORDER  -  SECOND    CLASS 0
 EN0254
 EN0254.The horizontal coordinates were scaled from a topographic map and have
 EN0254.an estimated accuracy of +/- 6 seconds.
 EN0254
 EN0254.The orthometric height was determined by differential leveling
 EN0254.and adjusted by the National Geodetic Survey in June 1991..
 EN0254
 EN0254.The geoid height was determined by GEOID03.
 EN0254
 EN0254.The dynamic height is computed by dividing the NAVD 88
 EN0254.geopotential number by the normal gravity value computed on the
 EN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0254.degrees latitude (g = 980.6199 gals.).
 EN0254
 EN0254.The modeled gravity was interpolated from observed gravity values.
 EN0254
 EN0254;                    North         East    Units  Estimated Accuracy
 EN0254;SPC TX N     - 1,095,960.      201,700.      MT  (+/- 180 meters Scaled)
 EN0254
 EN0254                          SUPERSEDED SURVEY CONTROL
 EN0254
 EN0254  NGVD 29 (??/??/92)  773.393  (m)         2537.37   (f) ADJ UNCH    2 0
 EN0254
 EN0254.Superseded values are not recommended for survey control.
 EN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0254.See file dsdata.txt to determine how the superseded data were derived.
 EN0254
 EN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD731608(NAD 83)
 EN0254_MARKER: DB = BENCH MARK DISK
 EN0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0254_SP_SET: TREET
 EN0254_STAMPING: X 362 1943
 EN0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0254
 EN0254  HISTORY     - Date     Condition        Report By
 EN0254  HISTORY     - 1943     MONUMENTED       CGS
 EN0254
 EN0254                          STATION DESCRIPTION
 EN0254
 EN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0254'33.7 MI SE FROM CANYON.
 EN0254'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0254'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 13.7 MILES EAST
 EN0254'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  AT THE
 EN0254'SECOND CROSSING OF A DIM WAGON ROAD WEST OF AN OLD RANCH SHACK AND A
 EN0254'CORRAL, ON THE SOUTH SIDE OF A TRAIL LEADING WEST FORM THE RIVER, 15
 EN0254'FEET WEST OF THE WEST BANK OF THE RIVER, IN THE EAST SIDE OF THE TRUNK
 EN0254'OF AN 18-INCH COTTONWOOD TREE, AND ABOUT 2 FEET ABOVE THE GROUND. A
 EN0254'STANDARD DISK, STAMPED X 362 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0171 ***********************************************************************
 DQ0171  DESIGNATION -  X 364
 DQ0171  PID         -  DQ0171
 DQ0171  STATE/COUNTY-  TX/YOAKUM
 DQ0171  USGS QUAD   -  INK BASIN (1971)
 DQ0171
 DQ0171                         *CURRENT SURVEY CONTROL
 DQ0171  ___________________________________________________________________
 DQ0171* NAD 83(1986)-  33 01 21.     (N)    102 53 15.     (W)     SCALED    
 DQ0171* NAVD 88     -      1100.644  (meters)    3611.03   (feet)  ADJUSTED  
 DQ0171  ___________________________________________________________________
 DQ0171  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 DQ0171  DYNAMIC HT  -        1099.177 (meters)    3606.22  (feet)  COMP
 DQ0171  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 DQ0171
 DQ0171  VERT ORDER  -  SECOND    CLASS 0
 DQ0171
 DQ0171.The horizontal coordinates were scaled from a topographic map and have
 DQ0171.an estimated accuracy of +/- 6 seconds.
 DQ0171
 DQ0171.The orthometric height was determined by differential leveling
 DQ0171.and adjusted by the National Geodetic Survey in June 1991..
 DQ0171
 DQ0171.The geoid height was determined by GEOID03.
 DQ0171
 DQ0171.The dynamic height is computed by dividing the NAVD 88
 DQ0171.geopotential number by the normal gravity value computed on the
 DQ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0171.degrees latitude (g = 980.6199 gals.).
 DQ0171
 DQ0171.The modeled gravity was interpolated from observed gravity values.
 DQ0171
 DQ0171;                    North         East    Units  Estimated Accuracy
 DQ0171;SPC TXNC     - 2,158,910.      190,250.      MT  (+/- 180 meters Scaled)
 DQ0171
 DQ0171                          SUPERSEDED SURVEY CONTROL
 DQ0171
 DQ0171  NGVD 29 (??/??/92) 1100.266  (m)         3609.79   (f) ADJ UNCH    2 0
 DQ0171
 DQ0171.Superseded values are not recommended for survey control.
 DQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0171.See file dsdata.txt to determine how the superseded data were derived.
 DQ0171
 DQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS973557(NAD 83)
 DQ0171_MARKER: DB = BENCH MARK DISK
 DQ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0171_STAMPING: X 364 - 1943
 DQ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0171+STABILITY: SURFACE MOTION
 DQ0171
 DQ0171  HISTORY     - Date     Condition        Report By
 DQ0171  HISTORY     - 1943     MONUMENTED       CGS
 DQ0171  HISTORY     - 1971     GOOD             USGS
 DQ0171  HISTORY     - 1973     GOOD             LOCSUR
 DQ0171
 DQ0171                          STATION DESCRIPTION
 DQ0171
 DQ0171'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DQ0171'5.2 MI NW FROM DENVER CITY.
 DQ0171'5.2 MILES NW OF DENVER CITY, FROM THE POST OFFICE AT DENVER CITY,
 DQ0171'YOAKUM COUNTY, TEXAS, (NW CORNER OF BRADY AVE. AND E 4TH ST), GO SOUTH
 DQ0171'0.25 MILES (3 BLOCKS) TO STATE HIGHWAY 83 AND TURN RIGHT (WEST) AND
 DQ0171'CONTINUE FOR 3.6 MILES TO THE INTERSECTION OF FARM ROAD 1622. TURN
 DQ0171'RIGHT (NORTH) AND CONTINUE FOR 5.2 MILES TO A Y INTERSECTION LEADING
 DQ0171'EAST.  BM IS 61 FT. EAST OF THE FARM ROAD, 44 FT. NORTH OF OLD CENTER
 DQ0171'LINE, AND 820 FT. SSE OF CATTLE GUARD IN WEST ROW OF FENCE. STANDARD
 DQ0171'DISK SET IN CONCRETE.
 DQ0171
 DQ0171                          STATION RECOVERY (1973)
 DQ0171
 DQ0171'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 DQ0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0126 ***********************************************************************
 DQ0126  DESIGNATION -  X 365
 DQ0126  PID         -  DQ0126
 DQ0126  STATE/COUNTY-  TX/TERRY
 DQ0126  USGS QUAD   -  TOKIO (1970)
 DQ0126
 DQ0126                         *CURRENT SURVEY CONTROL
 DQ0126  ___________________________________________________________________
 DQ0126* NAD 83(1986)-  33 13 17.     (N)    102 35 38.     (W)     SCALED    
 DQ0126* NAVD 88     -      1072.047  (meters)    3517.21   (feet)  ADJUSTED  
 DQ0126  ___________________________________________________________________
 DQ0126  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DQ0126  DYNAMIC HT  -        1070.624 (meters)    3512.54  (feet)  COMP
 DQ0126  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 DQ0126
 DQ0126  VERT ORDER  -  SECOND    CLASS 0
 DQ0126
 DQ0126.The horizontal coordinates were scaled from a topographic map and have
 DQ0126.an estimated accuracy of +/- 6 seconds.
 DQ0126
 DQ0126.The orthometric height was determined by differential leveling
 DQ0126.and adjusted by the National Geodetic Survey in June 1991..
 DQ0126
 DQ0126.The geoid height was determined by GEOID03.
 DQ0126
 DQ0126.The dynamic height is computed by dividing the NAVD 88
 DQ0126.geopotential number by the normal gravity value computed on the
 DQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0126.degrees latitude (g = 980.6199 gals.).
 DQ0126
 DQ0126.The modeled gravity was interpolated from observed gravity values.
 DQ0126
 DQ0126;                    North         East    Units  Estimated Accuracy
 DQ0126;SPC TXNC     - 2,179,840.      218,520.      MT  (+/- 180 meters Scaled)
 DQ0126
 DQ0126                          SUPERSEDED SURVEY CONTROL
 DQ0126
 DQ0126  NGVD 29 (??/??/92) 1071.650  (m)         3515.91   (f) ADJ UNCH    2 0
 DQ0126
 DQ0126.Superseded values are not recommended for survey control.
 DQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0126.See file dsdata.txt to determine how the superseded data were derived.
 DQ0126
 DQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS242784(NAD 83)
 DQ0126_MARKER: DB = BENCH MARK DISK
 DQ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0126_STAMPING: X 365 1943
 DQ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0126+STABILITY: SURFACE MOTION
 DQ0126
 DQ0126  HISTORY     - Date     Condition        Report By
 DQ0126  HISTORY     - 1943     MONUMENTED       CGS
 DQ0126  HISTORY     - 1969     MARK NOT FOUND   USGS
 DQ0126
 DQ0126                          STATION DESCRIPTION
 DQ0126
 DQ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0126'5.7 MI NW FROM TOKIO.
 DQ0126'THIS MARK IS ABOUT 1.9 MILES WEST ALONG U.S. HIGHWAY 380 AND 62 AND
 DQ0126'ABOUT 3.8 MILES NORTH ALONG THE COUNTY LINE ROAD FROM TOKIO, TERRY
 DQ0126'COUNTY, 0.3 MILE NORTH OF A WHITE STUCCO BUNGALOW WEST OF THE ROAD,
 DQ0126'SET AT THE T JUNCTION OF A ROAD RUNNING EAST, 8.0 FEET SOUTH OF A
 DQ0126'CORNER FENCE POST, 28.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 DQ0126'RUNNING EAST, 2.0 FEET WEST OF A FENCE RUNNING PARALLEL WITH THE ROAD,
 DQ0126'22.0 FEET EAST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 DQ0126'2-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
 DQ0126
 DQ0126                          STATION RECOVERY (1969)
 DQ0126
 DQ0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DQ0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0233 ***********************************************************************
 DQ0233  DESIGNATION -  X 366
 DQ0233  PID         -  DQ0233
 DQ0233  STATE/COUNTY-  TX/COCHRAN
 DQ0233  USGS QUAD   -  WHITEFACE (1965)
 DQ0233
 DQ0233                         *CURRENT SURVEY CONTROL
 DQ0233  ___________________________________________________________________
 DQ0233* NAD 83(1986)-  33 34 27.     (N)    102 36 52.     (W)     SCALED    
 DQ0233* NAVD 88     -      1124.021  (meters)    3687.73   (feet)  ADJUSTED  
 DQ0233  ___________________________________________________________________
 DQ0233  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 DQ0233  DYNAMIC HT  -        1122.544 (meters)    3682.88  (feet)  COMP
 DQ0233  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 DQ0233
 DQ0233  VERT ORDER  -  SECOND    CLASS 0
 DQ0233
 DQ0233.The horizontal coordinates were scaled from a topographic map and have
 DQ0233.an estimated accuracy of +/- 6 seconds.
 DQ0233
 DQ0233.The orthometric height was determined by differential leveling
 DQ0233.and adjusted by the National Geodetic Survey in June 1991..
 DQ0233
 DQ0233.The geoid height was determined by GEOID03.
 DQ0233
 DQ0233.The dynamic height is computed by dividing the NAVD 88
 DQ0233.geopotential number by the normal gravity value computed on the
 DQ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0233.degrees latitude (g = 980.6199 gals.).
 DQ0233
 DQ0233.The modeled gravity was interpolated from observed gravity values.
 DQ0233
 DQ0233;                    North         East    Units  Estimated Accuracy
 DQ0233;SPC TXNC     - 2,219,010.      218,130.      MT  (+/- 180 meters Scaled)
 DQ0233
 DQ0233                          SUPERSEDED SURVEY CONTROL
 DQ0233
 DQ0233  NGVD 29 (??/??/92) 1123.614  (m)         3686.39   (f) ADJ UNCH    2 0
 DQ0233
 DQ0233.Superseded values are not recommended for survey control.
 DQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0233.See file dsdata.txt to determine how the superseded data were derived.
 DQ0233
 DQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT214174(NAD 83)
 DQ0233_MARKER: DB = BENCH MARK DISK
 DQ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0233_STAMPING: X 366 1943
 DQ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0233+STABILITY: SURFACE MOTION
 DQ0233
 DQ0233  HISTORY     - Date     Condition        Report By
 DQ0233  HISTORY     - 1943     MONUMENTED       CGS
 DQ0233
 DQ0233                          STATION DESCRIPTION
 DQ0233
 DQ0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0233'1.6 MI S FROM WHITEFACE.
 DQ0233'THIS MARK IS ABOUT 1.6 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0233'RAILROAD STATION AT WHITEFACE, COCHRAN COUNTY, 166.0 FEET EAST OF THE
 DQ0233'EAST SIDE OF A WHITE BUNGALOW, 30.0 FEET EAST OF A POWER POLE, 30.0
 DQ0233'FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY TO THE WHITE BUNGALOW
 DQ0233'66.0 FEET WEST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 DQ0233'8-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHEAST OF A WHITE REFERENCE
 DQ0233'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0213 ***********************************************************************
 GL0213  DESIGNATION -  X 368
 GL0213  PID         -  GL0213
 GL0213  STATE/COUNTY-  TX/SHERMAN
 GL0213  USGS QUAD   -  STRATFORD (1964)
 GL0213
 GL0213                         *CURRENT SURVEY CONTROL
 GL0213  ___________________________________________________________________
 GL0213* NAD 83(1986)-  36 16 57.     (N)    102 02 58.     (W)     SCALED    
 GL0213* NAVD 88     -      1115.216  (meters)    3658.84   (feet)  ADJUSTED  
 GL0213  ___________________________________________________________________
 GL0213  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 GL0213  DYNAMIC HT  -        1113.980 (meters)    3654.78  (feet)  COMP
 GL0213  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 GL0213
 GL0213  VERT ORDER  -  SECOND    CLASS 0
 GL0213
 GL0213.The horizontal coordinates were scaled from a topographic map and have
 GL0213.an estimated accuracy of +/- 6 seconds.
 GL0213
 GL0213.The orthometric height was determined by differential leveling
 GL0213.and adjusted by the National Geodetic Survey in June 1991..
 GL0213
 GL0213.The geoid height was determined by GEOID03.
 GL0213
 GL0213.The dynamic height is computed by dividing the NAVD 88
 GL0213.geopotential number by the normal gravity value computed on the
 GL0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0213.degrees latitude (g = 980.6199 gals.).
 GL0213
 GL0213.The modeled gravity was interpolated from observed gravity values.
 GL0213
 GL0213;                    North         East    Units  Estimated Accuracy
 GL0213;SPC TX N     - 1,253,360.      150,640.      MT  (+/- 180 meters Scaled)
 GL0213
 GL0213                          SUPERSEDED SURVEY CONTROL
 GL0213
 GL0213.No superseded survey control is available for this station.
 GL0213
 GL0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA650193(NAD 83)
 GL0213_MARKER: DB = BENCH MARK DISK
 GL0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0213_SP_SET: BRIDGE
 GL0213_STAMPING: X 368 1943
 GL0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0213
 GL0213  HISTORY     - Date     Condition        Report By
 GL0213  HISTORY     - 1943     MONUMENTED       CGS
 GL0213  HISTORY     - 1953     GOOD             NGS
 GL0213
 GL0213                          STATION DESCRIPTION
 GL0213
 GL0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0213'4.0 MI S FROM STRATFORD.
 GL0213'THIS MARK IS ABOUT 4.0 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0213'THE STATION AT STRATFORD, SHERMAN COUNTY, ABOUT 0.2 MILE SOUTH OF
 GL0213'MILEPOST 82, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 GL0213'25 FOOT BRIDGE, WHICH IS ON U.S. HIGHWAY 287 AND PARALLELS THE TRACK,
 GL0213'56.0 FEET EAST OF THE EAST RAIL, 21.0 FEET WEST OF THE CENTER LINE OF
 GL0213'THE HIGHWAY, ABOUT LEVEL WITH THE TRACK.
 GL0213
 GL0213                          STATION RECOVERY (1953)
 GL0213
 GL0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GL0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0519 ***********************************************************************
 GK0519  DESIGNATION -  X 373
 GK0519  PID         -  GK0519
 GK0519  STATE/COUNTY-  TX/SHERMAN
 GK0519  USGS QUAD   -  PLEASURE POND (1974)
 GK0519
 GK0519                         *CURRENT SURVEY CONTROL
 GK0519  ___________________________________________________________________
 GK0519* NAD 83(1986)-  36 13 34.     (N)    101 45 06.     (W)     SCALED    
 GK0519* NAVD 88     -      1055.211  (meters)    3461.97   (feet)  ADJUSTED  
 GK0519  ___________________________________________________________________
 GK0519  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 GK0519  DYNAMIC HT  -        1054.044 (meters)    3458.14  (feet)  COMP
 GK0519  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 GK0519
 GK0519  VERT ORDER  -  SECOND    CLASS 0
 GK0519
 GK0519.The horizontal coordinates were scaled from a topographic map and have
 GK0519.an estimated accuracy of +/- 6 seconds.
 GK0519
 GK0519.The orthometric height was determined by differential leveling
 GK0519.and adjusted by the National Geodetic Survey in June 1991..
 GK0519
 GK0519.The geoid height was determined by GEOID03.
 GK0519
 GK0519.The dynamic height is computed by dividing the NAVD 88
 GK0519.geopotential number by the normal gravity value computed on the
 GK0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0519.degrees latitude (g = 980.6199 gals.).
 GK0519
 GK0519.The modeled gravity was interpolated from observed gravity values.
 GK0519
 GK0519;                    North         East    Units  Estimated Accuracy
 GK0519;SPC TX N     - 1,247,000.      177,370.      MT  (+/- 180 meters Scaled)
 GK0519
 GK0519                          SUPERSEDED SURVEY CONTROL
 GK0519
 GK0519  NGVD 29 (??/??/92) 1054.744  (m)         3460.44   (f) ADJ UNCH    2 0
 GK0519
 GK0519.Superseded values are not recommended for survey control.
 GK0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0519.See file dsdata.txt to determine how the superseded data were derived.
 GK0519
 GK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF526125(NAD 83)
 GK0519_MARKER: DB = BENCH MARK DISK
 GK0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0519_STAMPING: X 373 1943
 GK0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0519+STABILITY: SURFACE MOTION
 GK0519
 GK0519  HISTORY     - Date     Condition        Report By
 GK0519  HISTORY     - 1943     MONUMENTED       CGS
 GK0519
 GK0519                          STATION DESCRIPTION
 GK0519
 GK0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0519'25.5 MI SE FROM STRATFORD.
 GK0519'THIS MARK IS ABOUT 18.4 MILES SOUTHEAST AND 7.1 MILES SOUTH FROM THE
 GK0519'CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION AT STRATFORD, SHERMAN
 GK0519'COUNTY, SET ON THE SUMMIT OF A HILL, AT THE CROSSING OF A CATTLE
 GK0519'GUARD, 0.7 MILE SOUTH OF A BRIDGE, 2.0 FEET NORTH OF A EAST-WEST
 GK0519'FENCE, 27.0 FEET WEST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 GK0519'4-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0472 ***********************************************************************
 FM0472  DESIGNATION -  X 374
 FM0472  PID         -  FM0472
 FM0472  STATE/COUNTY-  TX/HARTLEY
 FM0472  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0472
 FM0472                         *CURRENT SURVEY CONTROL
 FM0472  ___________________________________________________________________
 FM0472* NAD 83(1986)-  35 39 25.     (N)    102 40 34.     (W)     SCALED    
 FM0472* NAVD 88     -      1155.733  (meters)    3791.77   (feet)  ADJUSTED  
 FM0472  ___________________________________________________________________
 FM0472  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 FM0472  DYNAMIC HT  -        1154.380 (meters)    3787.33  (feet)  COMP
 FM0472  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 FM0472
 FM0472  VERT ORDER  -  SECOND    CLASS 0
 FM0472
 FM0472.The horizontal coordinates were scaled from a topographic map and have
 FM0472.an estimated accuracy of +/- 6 seconds.
 FM0472
 FM0472.The orthometric height was determined by differential leveling
 FM0472.and adjusted by the National Geodetic Survey in June 1991..
 FM0472
 FM0472.The geoid height was determined by GEOID03.
 FM0472
 FM0472.The dynamic height is computed by dividing the NAVD 88
 FM0472.geopotential number by the normal gravity value computed on the
 FM0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0472.degrees latitude (g = 980.6199 gals.).
 FM0472
 FM0472.The modeled gravity was interpolated from observed gravity values.
 FM0472
 FM0472;                    North         East    Units  Estimated Accuracy
 FM0472;SPC TX N     - 1,184,450.       93,510.      MT  (+/- 180 meters Scaled)
 FM0472
 FM0472                          SUPERSEDED SURVEY CONTROL
 FM0472
 FM0472  NGVD 29 (??/??/92) 1155.216  (m)         3790.07   (f) ADJ UNCH    2 0
 FM0472
 FM0472.Superseded values are not recommended for survey control.
 FM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0472.See file dsdata.txt to determine how the superseded data were derived.
 FM0472
 FM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV103483(NAD 83)
 FM0472_MARKER: DB = BENCH MARK DISK
 FM0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0472_STAMPING: X 374 1943
 FM0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0472+STABILITY: SURFACE MOTION
 FM0472
 FM0472  HISTORY     - Date     Condition        Report By
 FM0472  HISTORY     - 1943     MONUMENTED       CGS
 FM0472  HISTORY     - 1971     GOOD             USGS
 FM0472
 FM0472                          STATION DESCRIPTION
 FM0472
 FM0472'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0472'16.1 MI SE FROM ROMERO.
 FM0472'TO REACH THE MARK FROM ROMERO, TEXAS, GO 1.2 MILES NORTHEAST ALONG US
 FM0472'HWY 54 TO THE JUNCTION OF TEXAS FARM ROAD 767.  THENCE SOUTHEAST ALONG
 FM0472'FM 767 FOR 14.3 MILES TO A JUNCTION WITH A DIRT ROAD LEADING SOUTH.
 FM0472'THENCE 0.6 MILES SOUTH ALONG DIRT ROAD TO MARK ON THE RIGHT. IT IS 23
 FM0472'FEET WEST OF THE CENTERLINE OF THE ROAD AND 2 FEET EAST OF A
 FM0472'NORTH/SOUTH FENCE LINE ON THE SUMMIT OF A HILL.  A STANDARD DISK
 FM0472'STAMPED X 374 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0191 ***********************************************************************
 FM0191  DESIGNATION -  X 375 RESET 1947
 FM0191  PID         -  FM0191
 FM0191  STATE/COUNTY-  TX/HARTLEY
 FM0191  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0191
 FM0191                         *CURRENT SURVEY CONTROL
 FM0191  ___________________________________________________________________
 FM0191* NAD 83(1986)-  35 41 29.     (N)    102 14 55.     (W)     SCALED    
 FM0191* NAVD 88     -      1121.49   (meters)    3679.4    (feet)  RESET     
 FM0191  ___________________________________________________________________
 FM0191  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 FM0191
 FM0191  VERT ORDER  -  THIRD
 FM0191
 FM0191.The horizontal coordinates were scaled from a topographic map and have
 FM0191.an estimated accuracy of +/- 6 seconds.
 FM0191
 FM0191.The orthometric height was computed from unverified reset data.
 FM0191
 FM0191.The geoid height was determined by GEOID03.
 FM0191
 FM0191;                    North         East    Units  Estimated Accuracy
 FM0191;SPC TX N     - 1,187,900.      132,250.      MT  (+/- 180 meters Scaled)
 FM0191
 FM0191                          SUPERSEDED SURVEY CONTROL
 FM0191
 FM0191.No superseded survey control is available for this station.
 FM0191
 FM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV489532(NAD 83)
 FM0191_MARKER: DB = BENCH MARK DISK
 FM0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0191_STAMPING: X 375 RESET 1947
 FM0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0191+STABILITY: SURFACE MOTION
 FM0191
 FM0191  HISTORY     - Date     Condition        Report By
 FM0191  HISTORY     - 1947     MONUMENTED       CGS
 FM0191  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0191
 FM0191                          STATION DESCRIPTION
 FM0191
 FM0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FM0191'5.8 MI E FROM CHANNING.
 FM0191'ABOUT 5.8 MILES EAST ALONG STATE HIGHWAY NO. 354, FROM THE POST OFFICE
 FM0191'AT CHANNING, 25 YARDS EAST OF A LARGE WASH AND 2 FEET NORTH OF THE
 FM0191'SOUTH RIGHT-OF-WAY FENCE.  IT IS 16.4 MILES EAST FROM THE JUNCTION OF
 FM0191'HIGHWAYS NOS. 287 AND 354.
 FM0191
 FM0191                          STATION RECOVERY (1971)
 FM0191
 FM0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0211 ***********************************************************************
 FM0211  DESIGNATION -  X 376
 FM0211  PID         -  FM0211
 FM0211  STATE/COUNTY-  TX/HARTLEY
 FM0211  USGS QUAD   -  CHANNING NW (1971)
 FM0211
 FM0211                         *CURRENT SURVEY CONTROL
 FM0211  ___________________________________________________________________
 FM0211* NAD 83(1986)-  35 42 16.     (N)    102 22 42.     (W)     SCALED    
 FM0211* NAVD 88     -      1149.658  (meters)    3771.84   (feet)  ADJUSTED  
 FM0211  ___________________________________________________________________
 FM0211  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 FM0211  DYNAMIC HT  -        1148.300 (meters)    3767.38  (feet)  COMP
 FM0211  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 FM0211
 FM0211  VERT ORDER  -  SECOND    CLASS 0
 FM0211
 FM0211.The horizontal coordinates were scaled from a topographic map and have
 FM0211.an estimated accuracy of +/- 6 seconds.
 FM0211
 FM0211.The orthometric height was determined by differential leveling
 FM0211.and adjusted by the National Geodetic Survey in June 1991..
 FM0211
 FM0211.The geoid height was determined by GEOID03.
 FM0211
 FM0211.The dynamic height is computed by dividing the NAVD 88
 FM0211.geopotential number by the normal gravity value computed on the
 FM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0211.degrees latitude (g = 980.6199 gals.).
 FM0211
 FM0211.The modeled gravity was interpolated from observed gravity values.
 FM0211
 FM0211;                    North         East    Units  Estimated Accuracy
 FM0211;SPC TX N     - 1,189,440.      120,520.      MT  (+/- 180 meters Scaled)
 FM0211
 FM0211                          SUPERSEDED SURVEY CONTROL
 FM0211
 FM0211  NGVD 29 (??/??/92) 1149.108  (m)         3770.03   (f) ADJ UNCH    2 0
 FM0211
 FM0211.Superseded values are not recommended for survey control.
 FM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0211.See file dsdata.txt to determine how the superseded data were derived.
 FM0211
 FM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV371543(NAD 83)
 FM0211_MARKER: DB = BENCH MARK DISK
 FM0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0211_STAMPING: X 376 1943
 FM0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0211+STABILITY: SURFACE MOTION
 FM0211
 FM0211  HISTORY     - Date     Condition        Report By
 FM0211  HISTORY     - 1943     MONUMENTED       CGS
 FM0211  HISTORY     - 1971     GOOD             USGS
 FM0211  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0211
 FM0211                          STATION DESCRIPTION
 FM0211
 FM0211'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0211'3.7 MI NW FROM CHANNING.
 FM0211'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354, AND
 FM0211'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0211'3.1 MI. TO A Y-ROAD NORTH.  TURN RIGHT ONTO A DIRT ROAD FOR 0.5 MI. TO
 FM0211'ANOTHER Y-ROAD.  TURN LEFT FOR 0.1 MI. TO A THIRD Y-ROAD.  THE BENCH
 FM0211'MARK IS 30 FT. NE OF THE NW/SE ROAD AND 20 FT. WEST OF A N/S ROAD. A
 FM0211'STANDARD DISK, STAMPED X 376 1943, AND SET IN THE TOP OF A CONCRETE
 FM0211'POST.
 FM0211
 FM0211                          STATION RECOVERY (1985)
 FM0211
 FM0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0214 ***********************************************************************
 FM0214  DESIGNATION -  X 377
 FM0214  PID         -  FM0214
 FM0214  STATE/COUNTY-  TX/HARTLEY
 FM0214  USGS QUAD   -  CHANNING NW (1971)
 FM0214
 FM0214                         *CURRENT SURVEY CONTROL
 FM0214  ___________________________________________________________________
 FM0214* NAD 83(1986)-  35 42 18.     (N)    102 24 59.     (W)     SCALED    
 FM0214* NAVD 88     -      1138.891  (meters)    3736.51   (feet)  ADJUSTED  
 FM0214  ___________________________________________________________________
 FM0214  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 FM0214  DYNAMIC HT  -        1137.550 (meters)    3732.11  (feet)  COMP
 FM0214  MODELED GRAV-     979,416.7   (mgal)                       NAVD 88
 FM0214
 FM0214  VERT ORDER  -  SECOND    CLASS 0
 FM0214
 FM0214.The horizontal coordinates were scaled from a topographic map and have
 FM0214.an estimated accuracy of +/- 6 seconds.
 FM0214
 FM0214.The orthometric height was determined by differential leveling
 FM0214.and adjusted by the National Geodetic Survey in June 1991..
 FM0214
 FM0214.The geoid height was determined by GEOID03.
 FM0214
 FM0214.The dynamic height is computed by dividing the NAVD 88
 FM0214.geopotential number by the normal gravity value computed on the
 FM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0214.degrees latitude (g = 980.6199 gals.).
 FM0214
 FM0214.The modeled gravity was interpolated from observed gravity values.
 FM0214
 FM0214;                    North         East    Units  Estimated Accuracy
 FM0214;SPC TX N     - 1,189,530.      117,080.      MT  (+/- 180 meters Scaled)
 FM0214
 FM0214                          SUPERSEDED SURVEY CONTROL
 FM0214
 FM0214  NGVD 29 (??/??/92) 1138.348  (m)         3734.73   (f) ADJ UNCH    2 0
 FM0214
 FM0214.Superseded values are not recommended for survey control.
 FM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0214.See file dsdata.txt to determine how the superseded data were derived.
 FM0214
 FM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV337543(NAD 83)
 FM0214_MARKER: DB = BENCH MARK DISK
 FM0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0214_STAMPING: X 377 1943
 FM0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0214+STABILITY: SURFACE MOTION
 FM0214
 FM0214  HISTORY     - Date     Condition        Report By
 FM0214  HISTORY     - 1943     MONUMENTED       CGS
 FM0214  HISTORY     - 1971     GOOD             USGS
 FM0214
 FM0214                          STATION DESCRIPTION
 FM0214
 FM0214'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0214'5.3 MI W FROM CHANNING.
 FM0214'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354, AND
 FM0214'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0214'5.3 MILES TO MARK ON LEFT SIDE OF ROAD.  THE MARK IS 0.2 MILES WEST OF
 FM0214'A CULVERT AND 0.1 MILES EAST OF A ROAD LEADING SOUTH.  IT IS 47 FT.
 FM0214'SOUTH OF THE CENTERLINE OF THE HWY. AND 2 FT. NORTH OF AN E/W FENCE
 FM0214'LINE.  A STANDARD DISK, STAMPED X 377 1943, AND SET IN THE TOP OF A
 FM0214'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0164 ***********************************************************************
 FL0164  DESIGNATION -  X 378
 FL0164  PID         -  FL0164
 FL0164  STATE/COUNTY-  TX/WHEELER
 FL0164  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0164
 FL0164                         *CURRENT SURVEY CONTROL
 FL0164  ___________________________________________________________________
 FL0164* NAD 83(1986)-  35 13 27.     (N)    100 21 39.     (W)     SCALED    
 FL0164* NAVD 88     -       742.999  (meters)    2437.66   (feet)  ADJUSTED  
 FL0164  ___________________________________________________________________
 FL0164  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FL0164  DYNAMIC HT  -         742.221 (meters)    2435.10  (feet)  COMP
 FL0164  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 FL0164
 FL0164  VERT ORDER  -  FIRST     CLASS II
 FL0164
 FL0164.The horizontal coordinates were scaled from a topographic map and have
 FL0164.an estimated accuracy of +/- 6 seconds.
 FL0164
 FL0164.The orthometric height was determined by differential leveling
 FL0164.and adjusted by the National Geodetic Survey in June 1991..
 FL0164
 FL0164.The geoid height was determined by GEOID03.
 FL0164
 FL0164.The dynamic height is computed by dividing the NAVD 88
 FL0164.geopotential number by the normal gravity value computed on the
 FL0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0164.degrees latitude (g = 980.6199 gals.).
 FL0164
 FL0164.The modeled gravity was interpolated from observed gravity values.
 FL0164
 FL0164;                    North         East    Units  Estimated Accuracy
 FL0164;SPC TX N     - 1,136,400.      303,700.      MT  (+/- 180 meters Scaled)
 FL0164
 FL0164                          SUPERSEDED SURVEY CONTROL
 FL0164
 FL0164  NGVD 29 (??/??/92)  742.707  (m)         2436.70   (f) ADJ UNCH    1 2
 FL0164
 FL0164.Superseded values are not recommended for survey control.
 FL0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0164.See file dsdata.txt to determine how the superseded data were derived.
 FL0164
 FL0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD761987(NAD 83)
 FL0164_MARKER: DB = BENCH MARK DISK
 FL0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0164_STAMPING: X 378 1943
 FL0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0164+STABILITY: SURFACE MOTION
 FL0164
 FL0164  HISTORY     - Date     Condition        Report By
 FL0164  HISTORY     - 1943     MONUMENTED       CGS
 FL0164  HISTORY     - 1953     GOOD             NGS
 FL0164
 FL0164                          STATION DESCRIPTION
 FL0164
 FL0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0164'6.85 MI W FROM SHAMROCK.
 FL0164'6.85 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0164'FROM THE STATION AT SHAMROCK, 0.8 MILE WEST OF THE STATION SIGN AT
 FL0164'LELA, 43 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 35.6 FEET
 FL0164'NORTH OF THE NORTH RAIL, 30 FEET EAST OF THE CENTER LINE OF A ROAD, 6
 FL0164'FEET SOUTHEAST OF A TELEPHONE POLE, 11 FEET SOUTH OF A FENCE, 3 FEET
 FL0164'EAST OF A WITNESS POST, 4 FEET ABOVE THE TOP OF THE RAILS, SET IN THE
 FL0164'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0714 ***********************************************************************
 AJ0714  DESIGNATION -  X 38
 AJ0714  PID         -  AJ0714
 AJ0714  STATE/COUNTY-  TX/WEBB
 AJ0714  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0714
 AJ0714                         *CURRENT SURVEY CONTROL
 AJ0714  ___________________________________________________________________
 AJ0714* NAD 83(1986)-  27 52 05.     (N)    099 24 02.     (W)     SCALED    
 AJ0714* NAVD 88     -       185.273  (meters)     607.85   (feet)  ADJUSTED  
 AJ0714  ___________________________________________________________________
 AJ0714  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AJ0714  DYNAMIC HT  -         184.984 (meters)     606.90  (feet)  COMP
 AJ0714  MODELED GRAV-     979,082.8   (mgal)                       NAVD 88
 AJ0714
 AJ0714  VERT ORDER  -  FIRST     CLASS II
 AJ0714
 AJ0714.The horizontal coordinates were scaled from a topographic map and have
 AJ0714.an estimated accuracy of +/- 6 seconds.
 AJ0714
 AJ0714.The orthometric height was determined by differential leveling
 AJ0714.and adjusted by the National Geodetic Survey in June 1991..
 AJ0714.WARNING-Repeat measurements at this control monument indicate possible
 AJ0714.vertical movement.
 AJ0714
 AJ0714.The geoid height was determined by GEOID03.
 AJ0714
 AJ0714.The dynamic height is computed by dividing the NAVD 88
 AJ0714.geopotential number by the normal gravity value computed on the
 AJ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0714.degrees latitude (g = 980.6199 gals.).
 AJ0714
 AJ0714.The modeled gravity was interpolated from observed gravity values.
 AJ0714
 AJ0714;                    North         East    Units  Estimated Accuracy
 AJ0714;SPC TX S     - 5,244,220.      211,310.      MT  (+/- 180 meters Scaled)
 AJ0714
 AJ0714                          SUPERSEDED SURVEY CONTROL
 AJ0714
 AJ0714  NGVD 29 (??/??/92)  185.155  (m)          607.46   (f) ADJ UNCH    1 2
 AJ0714
 AJ0714.Superseded values are not recommended for survey control.
 AJ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0714.See file dsdata.txt to determine how the superseded data were derived.
 AJ0714
 AJ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR605826(NAD 83)
 AJ0714_MARKER: DB = BENCH MARK DISK
 AJ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0714+STABILITY: SURFACE MOTION
 AJ0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0714+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ0714
 AJ0714  HISTORY     - Date     Condition        Report By
 AJ0714  HISTORY     - UNK      MONUMENTED       CGS
 AJ0714  HISTORY     - 1977     GOOD             USGS
 AJ0714  HISTORY     - 20020409 GOOD             USPSQD
 AJ0714
 AJ0714                          STATION DESCRIPTION
 AJ0714
 AJ0714'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0714'8.4 MI N FROM WEBB.
 AJ0714'8.1 MILES NORTH ALONG INTERSTATE HWY 35 FROM THE OVERPASS AT THE
 AJ0714'JUNCTION WITH U.S. HWY 83.  0.3 MILES SOUTH OF HWY MILEPOST 27, 460
 AJ0714'FEET SOUTH AND 115 FEET WEST OF THE CENTER OF A BRIDGE ON THE
 AJ0714'SOUTHBOUND LANE OF I 35, A CONCRETE POST STAMPED USBM PROJECTING 0.4
 AJ0714'FEET ABOVE GROUND.
 AJ0714
 AJ0714                          STATION RECOVERY (2002)
 AJ0714
 AJ0714'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0654 ***********************************************************************
 GK0654  DESIGNATION -  X 380
 GK0654  PID         -  GK0654
 GK0654  STATE/COUNTY-  TX/MOORE
 GK0654  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0654
 GK0654                         *CURRENT SURVEY CONTROL
 GK0654  ___________________________________________________________________
 GK0654* NAD 83(1986)-  36 02 16.     (N)    101 42 09.     (W)     SCALED    
 GK0654* NAVD 88     -      1047.225  (meters)    3435.77   (feet)  ADJUSTED  
 GK0654  ___________________________________________________________________
 GK0654  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GK0654  DYNAMIC HT  -        1046.048 (meters)    3431.91  (feet)  COMP
 GK0654  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 GK0654
 GK0654  VERT ORDER  -  SECOND    CLASS 0
 GK0654
 GK0654.The horizontal coordinates were scaled from a topographic map and have
 GK0654.an estimated accuracy of +/- 6 seconds.
 GK0654
 GK0654.The orthometric height was determined by differential leveling
 GK0654.and adjusted by the National Geodetic Survey in June 1991..
 GK0654
 GK0654.The geoid height was determined by GEOID03.
 GK0654
 GK0654.The dynamic height is computed by dividing the NAVD 88
 GK0654.geopotential number by the normal gravity value computed on the
 GK0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0654.degrees latitude (g = 980.6199 gals.).
 GK0654
 GK0654.The modeled gravity was interpolated from observed gravity values.
 GK0654
 GK0654;                    North         East    Units  Estimated Accuracy
 GK0654;SPC TX N     - 1,226,090.      181,750.      MT  (+/- 180 meters Scaled)
 GK0654
 GK0654                          SUPERSEDED SURVEY CONTROL
 GK0654
 GK0654  NGVD 29 (??/??/92) 1046.731  (m)         3434.15   (f) ADJ UNCH    2 0
 GK0654
 GK0654.Superseded values are not recommended for survey control.
 GK0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0654.See file dsdata.txt to determine how the superseded data were derived.
 GK0654
 GK0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE565915(NAD 83)
 GK0654_MARKER: DB = BENCH MARK DISK
 GK0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0654_STAMPING: X 380 1943
 GK0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0654+STABILITY: SURFACE MOTION
 GK0654
 GK0654  HISTORY     - Date     Condition        Report By
 GK0654  HISTORY     - 1943     MONUMENTED       CGS
 GK0654
 GK0654                          STATION DESCRIPTION
 GK0654
 GK0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0654'7.0 MI E FROM SUNRAY.
 GK0654'THIS MARK IS ABOUT 7.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0654'GULF RAILWAY FROM THE STATION AT SUNRAY, MOORE COUNTY, 0.1 MILE EAST
 GK0654'OF A DIM ROAD CROSSING, 2.0 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 GK0654'FENCE, 7.0 FEET SOUTH OF MILEPOST 13, 45.5 FEET SOUTH OF THE SOUTH
 GK0654'RAIL, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A
 GK0654'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0318 ***********************************************************************
 CA0318  DESIGNATION -  X 381
 CA0318  PID         -  CA0318
 CA0318  STATE/COUNTY-  TX/BROWN
 CA0318  USGS QUAD   -  MAY (1977)
 CA0318
 CA0318                         *CURRENT SURVEY CONTROL
 CA0318  ___________________________________________________________________
 CA0318* NAD 83(1986)-  31 53 29.     (N)    098 58 31.     (W)     SCALED    
 CA0318* NAVD 88     -       476.389  (meters)    1562.95   (feet)  ADJUSTED  
 CA0318  ___________________________________________________________________
 CA0318  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CA0318  DYNAMIC HT  -         475.768 (meters)    1560.92  (feet)  COMP
 CA0318  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 CA0318
 CA0318  VERT ORDER  -  SECOND    CLASS 0
 CA0318
 CA0318.The horizontal coordinates were scaled from a topographic map and have
 CA0318.an estimated accuracy of +/- 6 seconds.
 CA0318
 CA0318.The orthometric height was determined by differential leveling
 CA0318.and adjusted by the National Geodetic Survey in June 1991..
 CA0318
 CA0318.The geoid height was determined by GEOID03.
 CA0318
 CA0318.The dynamic height is computed by dividing the NAVD 88
 CA0318.geopotential number by the normal gravity value computed on the
 CA0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0318.degrees latitude (g = 980.6199 gals.).
 CA0318
 CA0318.The modeled gravity was interpolated from observed gravity values.
 CA0318
 CA0318;                    North         East    Units  Estimated Accuracy
 CA0318;SPC TX C     - 3,247,420.      828,480.      MT  (+/- 180 meters Scaled)
 CA0318
 CA0318                          SUPERSEDED SURVEY CONTROL
 CA0318
 CA0318  NGVD 29 (??/??/92)  476.288  (m)         1562.62   (f) ADJ UNCH    2 0
 CA0318
 CA0318.Superseded values are not recommended for survey control.
 CA0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0318.See file dsdata.txt to determine how the superseded data were derived.
 CA0318
 CA0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA023283(NAD 83)
 CA0318_MARKER: DB = BENCH MARK DISK
 CA0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0318_STAMPING: X 381 1943
 CA0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0318+STABILITY: SURFACE MOTION
 CA0318
 CA0318  HISTORY     - Date     Condition        Report By
 CA0318  HISTORY     - 1943     MONUMENTED       CGS
 CA0318
 CA0318                          STATION DESCRIPTION
 CA0318
 CA0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0318'1.5 MI S FROM HOLDER.
 CA0318'1.5 MILES SOUTH ALONG A GRAVEL SURFACED ROAD FROM THE GENERAL STORE AT
 CA0318'HOLDER, AT THE ROCK HOME OF NOBLE H. TOUCHSTONE, 54 FEET WEST OF THE
 CA0318'WEST CORNER OF THE HOUSE, 33 FEET NORTHEAST OF THE CENTER LINE OF THE
 CA0318'ROAD, 5 1/2 FEET EAST OF A FENCE CORNER POST, AND 3 FEET SOUTHWEST OF
 CA0318'A WHITE REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST
 CA0318'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0489 ***********************************************************************
 CA0489  DESIGNATION -  X 382
 CA0489  PID         -  CA0489
 CA0489  STATE/COUNTY-  TX/BROWN
 CA0489  USGS QUAD   -  BYRDS (1987)
 CA0489
 CA0489                         *CURRENT SURVEY CONTROL
 CA0489  ___________________________________________________________________
 CA0489* NAD 83(1986)-  31 59 16.     (N)    099 06 33.     (W)     SCALED    
 CA0489* NAVD 88     -       460.031  (meters)    1509.29   (feet)  ADJUSTED  
 CA0489  ___________________________________________________________________
 CA0489  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CA0489  DYNAMIC HT  -         459.433 (meters)    1507.32  (feet)  COMP
 CA0489  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 CA0489
 CA0489  VERT ORDER  -  SECOND    CLASS 0
 CA0489
 CA0489.The horizontal coordinates were scaled from a topographic map and have
 CA0489.an estimated accuracy of +/- 6 seconds.
 CA0489
 CA0489.The orthometric height was determined by differential leveling
 CA0489.and adjusted by the National Geodetic Survey in June 1991..
 CA0489
 CA0489.The geoid height was determined by GEOID03.
 CA0489
 CA0489.The dynamic height is computed by dividing the NAVD 88
 CA0489.geopotential number by the normal gravity value computed on the
 CA0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0489.degrees latitude (g = 980.6199 gals.).
 CA0489
 CA0489.The modeled gravity was interpolated from observed gravity values.
 CA0489
 CA0489;                    North         East    Units  Estimated Accuracy
 CA0489;SPC TX C     - 3,257,960.      815,690.      MT  (+/- 180 meters Scaled)
 CA0489
 CA0489                          SUPERSEDED SURVEY CONTROL
 CA0489
 CA0489  NGVD 29 (??/??/92)  459.917  (m)         1508.91   (f) ADJ UNCH    2 0
 CA0489
 CA0489.Superseded values are not recommended for survey control.
 CA0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0489.See file dsdata.txt to determine how the superseded data were derived.
 CA0489
 CA0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA896390(NAD 83)
 CA0489_MARKER: DB = BENCH MARK DISK
 CA0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0489_SP_SET: BRIDGE
 CA0489_STAMPING: X 382 1943
 CA0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0489
 CA0489  HISTORY     - Date     Condition        Report By
 CA0489  HISTORY     - 1943     MONUMENTED       CGS
 CA0489  HISTORY     - 1969     GOOD             USGS
 CA0489
 CA0489                          STATION DESCRIPTION
 CA0489
 CA0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0489'5.9 MI NW FROM BYRDS.
 CA0489'5.9 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BYRDS, AT A
 CA0489'CONCRETE BRIDGE.  A DISK, SET IN THE TOP OF THE SOUTHEAST WING WALL,
 CA0489'AND 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  NOTE-- BYRD SCHOOL
 CA0489'IS GONE.  BM IS 7.6 MI NW OF BYRD STORE AND CEMETERY ALONG RD. TO
 CA0489'CROSSCUT.
 CA0489
 CA0489                          STATION RECOVERY (1969)
 CA0489
 CA0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2210 ***********************************************************************
 CS2210  DESIGNATION -  X 383
 CS2210  PID         -  CS2210
 CS2210  STATE/COUNTY-  TX/BOSQUE
 CS2210  USGS QUAD   -  BRAZOS POINT (1979)
 CS2210
 CS2210                         *CURRENT SURVEY CONTROL
 CS2210  ___________________________________________________________________
 CS2210* NAD 83(1986)-  32 07 45.     (N)    097 31 51.     (W)     SCALED    
 CS2210* NAVD 88     -       185.274  (meters)     607.85   (feet)  ADJUSTED  
 CS2210  ___________________________________________________________________
 CS2210  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CS2210  DYNAMIC HT  -         185.045 (meters)     607.10  (feet)  COMP
 CS2210  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 CS2210
 CS2210  VERT ORDER  -  SECOND    CLASS 0
 CS2210
 CS2210.The horizontal coordinates were scaled from a topographic map and have
 CS2210.an estimated accuracy of +/- 6 seconds.
 CS2210
 CS2210.The orthometric height was determined by differential leveling
 CS2210.and adjusted by the National Geodetic Survey in June 1991..
 CS2210
 CS2210.The geoid height was determined by GEOID03.
 CS2210
 CS2210.The dynamic height is computed by dividing the NAVD 88
 CS2210.geopotential number by the normal gravity value computed on the
 CS2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2210.degrees latitude (g = 980.6199 gals.).
 CS2210
 CS2210.The modeled gravity was interpolated from observed gravity values.
 CS2210
 CS2210;                    North         East    Units  Estimated Accuracy
 CS2210;SPC TX C     - 3,276,330.      964,440.      MT  (+/- 180 meters Scaled)
 CS2210
 CS2210                          SUPERSEDED SURVEY CONTROL
 CS2210
 CS2210  NGVD 29 (??/??/92)  185.251  (m)          607.78   (f) ADJ UNCH    2 0
 CS2210
 CS2210.Superseded values are not recommended for survey control.
 CS2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2210.See file dsdata.txt to determine how the superseded data were derived.
 CS2210
 CS2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA385556(NAD 83)
 CS2210_MARKER: DB = BENCH MARK DISK
 CS2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2210_STAMPING: X 383 1943
 CS2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2210+STABILITY: SURFACE MOTION
 CS2210
 CS2210  HISTORY     - Date     Condition        Report By
 CS2210  HISTORY     - 1943     MONUMENTED       CGS
 CS2210
 CS2210                          STATION DESCRIPTION
 CS2210
 CS2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2210'5.4 MI NW FROM KOPPERL.
 CS2210'1.0 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE BANK AT KOPPERL, 2.5
 CS2210'MILES NORTHWEST ALONG A GRAVEL ROAD, 0.9 MILE NORTHWEST ALONG A DIRT
 CS2210'ROAD, 1.0 MILE NORTHWEST ALONG A RANCH ROAD, AT THE EAST CORNER OF A
 CS2210'BOARD STOCK PEN, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3
 CS2210'FEET NORTH OF THE FENCE CORNER POST, 1.7 FEET NORTHEAST OF THE FENCE,
 CS2210'AND 4 FEET SOUTHEAST OF A WHITE REFERENCE POST.  A DISK SET IN THE TOP
 CS2210'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0386 ***********************************************************************
 CA0386  DESIGNATION -  X 384
 CA0386  PID         -  CA0386
 CA0386  STATE/COUNTY-  TX/BROWN
 CA0386  USGS QUAD   -  BANGS WEST (1987)
 CA0386
 CA0386                         *CURRENT SURVEY CONTROL
 CA0386  ___________________________________________________________________
 CA0386* NAD 83(1986)-  31 42 52.     (N)    099 12 59.     (W)     SCALED    
 CA0386* NAVD 88     -       469.437  (meters)    1540.14   (feet)  ADJUSTED  
 CA0386  ___________________________________________________________________
 CA0386  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CA0386  DYNAMIC HT  -         468.820 (meters)    1538.12  (feet)  COMP
 CA0386  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 CA0386
 CA0386  VERT ORDER  -  SECOND    CLASS 0
 CA0386
 CA0386.The horizontal coordinates were scaled from a topographic map and have
 CA0386.an estimated accuracy of +/- 6 seconds.
 CA0386
 CA0386.The orthometric height was determined by differential leveling
 CA0386.and adjusted by the National Geodetic Survey in June 1991..
 CA0386
 CA0386.The geoid height was determined by GEOID03.
 CA0386
 CA0386.The dynamic height is computed by dividing the NAVD 88
 CA0386.geopotential number by the normal gravity value computed on the
 CA0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0386.degrees latitude (g = 980.6199 gals.).
 CA0386
 CA0386.The modeled gravity was interpolated from observed gravity values.
 CA0386
 CA0386;                    North         East    Units  Estimated Accuracy
 CA0386;SPC TX C     - 3,227,550.      805,860.      MT  (+/- 180 meters Scaled)
 CA0386
 CA0386                          SUPERSEDED SURVEY CONTROL
 CA0386
 CA0386  NGVD 29 (??/??/92)  469.334  (m)         1539.81   (f) ADJ UNCH    2 0
 CA0386
 CA0386.Superseded values are not recommended for survey control.
 CA0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0386.See file dsdata.txt to determine how the superseded data were derived.
 CA0386
 CA0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA794088(NAD 83)
 CA0386_MARKER: DB = BENCH MARK DISK
 CA0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0386_STAMPING: X 384 1944
 CA0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0386+STABILITY: SURFACE MOTION
 CA0386
 CA0386  HISTORY     - Date     Condition        Report By
 CA0386  HISTORY     - 1944     MONUMENTED       CGS
 CA0386  HISTORY     - 1962     MARK NOT FOUND   USGS
 CA0386
 CA0386                          STATION DESCRIPTION
 CA0386
 CA0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0386'5.2 MI W FROM BANGS.
 CA0386'5.2 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0386'STATION AT BANGS, BROWN COUNTY, OPPOSITE THE WEST END OF A WOODEN
 CA0386'BRIDGE, 40 FEET WEST OF THE CENTERLINE OF A PRIVATE DIRT ROAD WHICH
 CA0386'CROSSES UNDER THE BRIDGE, 96 FEET NORTH OF THE NORTH RAIL, 2.5 FEET
 CA0386'SOUTH OF A FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 CA0386'STANDARD DISK, STAMPED X 384 1944 AND SET IN THE TOP OF A CONCRETE
 CA0386'POST.
 CA0386
 CA0386                          STATION RECOVERY (1962)
 CA0386
 CA0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0432 ***********************************************************************
 CS0432  DESIGNATION -  X 387
 CS0432  PID         -  CS0432
 CS0432  STATE/COUNTY-  TX/HENDERSON
 CS0432  USGS QUAD   -  TOOL (1981)
 CS0432
 CS0432                         *CURRENT SURVEY CONTROL
 CS0432  ___________________________________________________________________
 CS0432* NAD 83(1986)-  32 19 26.     (N)    096 12 07.     (W)     SCALED    
 CS0432* NAVD 88     -       121.551  (meters)     398.79   (feet)  ADJUSTED  
 CS0432  ___________________________________________________________________
 CS0432  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0432  DYNAMIC HT  -         121.412 (meters)     398.33  (feet)  COMP
 CS0432  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 CS0432
 CS0432  VERT ORDER  -  SECOND    CLASS 0
 CS0432
 CS0432.The horizontal coordinates were scaled from a topographic map and have
 CS0432.an estimated accuracy of +/- 6 seconds.
 CS0432
 CS0432.The orthometric height was determined by differential leveling
 CS0432.and adjusted by the National Geodetic Survey in June 1991..
 CS0432
 CS0432.The geoid height was determined by GEOID03.
 CS0432
 CS0432.The dynamic height is computed by dividing the NAVD 88
 CS0432.geopotential number by the normal gravity value computed on the
 CS0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0432.degrees latitude (g = 980.6199 gals.).
 CS0432
 CS0432.The modeled gravity was interpolated from observed gravity values.
 CS0432
 CS0432;                    North         East    Units  Estimated Accuracy
 CS0432;SPC TXNC     - 2,075,250.      816,360.      MT  (+/- 180 meters Scaled)
 CS0432
 CS0432                          SUPERSEDED SURVEY CONTROL
 CS0432
 CS0432  NGVD 29 (??/??/92)  121.560  (m)          398.82   (f) ADJ UNCH    2 0
 CS0432
 CS0432.Superseded values are not recommended for survey control.
 CS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0432.See file dsdata.txt to determine how the superseded data were derived.
 CS0432
 CS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA634797(NAD 83)
 CS0432_MARKER: DB = BENCH MARK DISK
 CS0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0432_STAMPING: X 387 1946
 CS0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0432+STABILITY: SURFACE MOTION
 CS0432
 CS0432  HISTORY     - Date     Condition        Report By
 CS0432  HISTORY     - 1946     MONUMENTED       CGS
 CS0432  HISTORY     - 1958     GOOD             USGS
 CS0432
 CS0432                          STATION DESCRIPTION
 CS0432
 CS0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0432'2.9 MI E FROM ALEY.
 CS0432'BENCH MARK IS LOCATED 1.2 MILES EAST THENCE 0.1 MILE SOUTH THENCE 1.6
 CS0432'MILES EASTERLY ALONG BLADED EARTH AND GRAVELED ROADS FROM ALEY, 40
 CS0432'FEET NORTH OF THE CENTER OF A FARM TO MARKET ROAD, 70 FEET NORTH OF A
 CS0432'EAST-WEST FENCE, 45 FEET SOUTH OF A 12 INCH PECAN TREE, 2 FEET EAST OF
 CS0432'A 4X4 INCH WHITE WITNESS POST.  MARK PROJECTS ABOUT 4 INCHES. NOTE--
 CS0432'THE MARK IS 0.7 MILES EAST OF THE JUNCTION OF STATE HIGHWAY 274 AND
 CS0432'FARM ROAD 85 ON FM ROAD 85, AND 6 FEET NORTH OF A FENCE.
 CS0432
 CS0432                          STATION RECOVERY (1958)
 CS0432
 CS0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1964 ***********************************************************************
 BY1964  DESIGNATION -  X 388
 BY1964  PID         -  BY1964
 BY1964  STATE/COUNTY-  TX/MADISON
 BY1964  USGS QUAD   -  ELWOOD (1972)
 BY1964
 BY1964                         *CURRENT SURVEY CONTROL
 BY1964  ___________________________________________________________________
 BY1964* NAD 83(1986)-  31 00 57.     (N)    095 45 53.     (W)     SCALED    
 BY1964* NAVD 88     -        82.64   (+/-2cm)     271.1    (feet)  VERTCON   
 BY1964  ___________________________________________________________________
 BY1964  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BY1964
 BY1964  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1964
 BY1964.The horizontal coordinates were scaled from a topographic map and have
 BY1964.an estimated accuracy of +/- 6 seconds.
 BY1964
 BY1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1964.The vertical order pertains to the NGVD 29 superseded value.
 BY1964
 BY1964.The geoid height was determined by GEOID03.
 BY1964
 BY1964;                    North         East    Units  Estimated Accuracy
 BY1964;SPC TX C     - 3,158,520.    1,136,080.      MT  (+/- 180 meters Scaled)
 BY1964
 BY1964                          SUPERSEDED SURVEY CONTROL
 BY1964
 BY1964  NGVD 29 (??/??/92)   82.640  (m)          271.13   (f) ADJ UNCH    2 0
 BY1964
 BY1964.Superseded values are not recommended for survey control.
 BY1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1964.See file dsdata.txt to determine how the superseded data were derived.
 BY1964
 BY1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ360346(NAD 83)
 BY1964_MARKER: DB = BENCH MARK DISK
 BY1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1964_STAMPING: X 388 1947
 BY1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1964+STABILITY: SURFACE MOTION
 BY1964
 BY1964  HISTORY     - Date     Condition        Report By
 BY1964  HISTORY     - 1947     MONUMENTED       CGS
 BY1964  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1964
 BY1964                          STATION DESCRIPTION
 BY1964
 BY1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1964'1.15 MI SW FROM MIDWAY.
 BY1964'1.15 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 21 FROM THE POST OFFICE AT
 BY1964'MIDWAY, 210.0 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT
 BY1964'ROAD LEADING SOUTH, 94.0 FEET SOUTHWEST OF POWER LINE POLE NO.M 407
 BY1964'WHICH IS A GUY WIRE BRACED POLE AT A POWER LINE JUNCTION, 46.5 FEET
 BY1964'NORTHWEST OF THE CENTER OF THE HIGHWAY, 27.0 FEET SOUTHWEST OF A FENCE
 BY1964'CORNER POST, 2.5 FEET NORTHEAST OF A REFERENCE POST, 3.0 FEET
 BY1964'SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 BY1964'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 BY1964
 BY1964                          STATION RECOVERY (1996)
 BY1964
 BY1964'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1920 ***********************************************************************
 BY1920  DESIGNATION -  X 389
 BY1920  PID         -  BY1920
 BY1920  STATE/COUNTY-  TX/MADISON
 BY1920  USGS QUAD   -  ELWOOD (1972)
 BY1920
 BY1920                         *CURRENT SURVEY CONTROL
 BY1920  ___________________________________________________________________
 BY1920* NAD 83(1986)-  31 05 03.     (N)    095 52 23.     (W)     SCALED    
 BY1920* NAVD 88     -        97.08   (+/-2cm)     318.5    (feet)  VERTCON   
 BY1920  ___________________________________________________________________
 BY1920  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY1920
 BY1920  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1920
 BY1920.The horizontal coordinates were scaled from a topographic map and have
 BY1920.an estimated accuracy of +/- 6 seconds.
 BY1920
 BY1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1920.The vertical order pertains to the NGVD 29 superseded value.
 BY1920
 BY1920.The geoid height was determined by GEOID03.
 BY1920
 BY1920;                    North         East    Units  Estimated Accuracy
 BY1920;SPC TX C     - 3,165,670.    1,125,440.      MT  (+/- 180 meters Scaled)
 BY1920
 BY1920                          SUPERSEDED SURVEY CONTROL
 BY1920
 BY1920  NGVD 29 (??/??/92)   97.070  (m)          318.47   (f) ADJ UNCH    2 0
 BY1920
 BY1920.Superseded values are not recommended for survey control.
 BY1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1920.See file dsdata.txt to determine how the superseded data were derived.
 BY1920
 BY1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ259424(NAD 83)
 BY1920_MARKER: DB = BENCH MARK DISK
 BY1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1920_STAMPING: X 389 1947
 BY1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1920+STABILITY: SURFACE MOTION
 BY1920
 BY1920  HISTORY     - Date     Condition        Report By
 BY1920  HISTORY     - 1947     MONUMENTED       CGS
 BY1920  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1920
 BY1920                          STATION DESCRIPTION
 BY1920
 BY1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1920'4.4 MI NW FROM ELWOOD.
 BY1920'ABOUT 4.4 MILES NORTHWEST ALONG STATE OSR HIGHWAY FROM THE ELWOOD
 BY1920'SCHOOL AT ELWOOD, 101.0 FEET WEST OF THE WEST END OF A WIRE GATE, 92.6
 BY1920'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BOARD CORRAL, 44.0 FEET
 BY1920'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 BY1920'SOUTH OF A FENCE AND 1.5 FEET EAST OF A 4 X 4 IN. MARKER POST. A
 BY1920'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1920'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1920
 BY1920                          STATION RECOVERY (1996)
 BY1920
 BY1920'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0454 ***********************************************************************
 CS0454  DESIGNATION -  X 390
 CS0454  PID         -  CS0454
 CS0454  STATE/COUNTY-  TX/HENDERSON
 CS0454  USGS QUAD   -  TOOL (1981)
 CS0454
 CS0454                         *CURRENT SURVEY CONTROL
 CS0454  ___________________________________________________________________
 CS0454* NAD 83(1986)-  32 17 50.     (N)    096 11 45.     (W)     SCALED    
 CS0454* NAVD 88     -       113.596  (meters)     372.69   (feet)  ADJUSTED  
 CS0454  ___________________________________________________________________
 CS0454  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0454  DYNAMIC HT  -         113.466 (meters)     372.26  (feet)  COMP
 CS0454  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 CS0454
 CS0454  VERT ORDER  -  SECOND    CLASS 0
 CS0454
 CS0454.The horizontal coordinates were scaled from a topographic map and have
 CS0454.an estimated accuracy of +/- 6 seconds.
 CS0454
 CS0454.The orthometric height was determined by differential leveling
 CS0454.and adjusted by the National Geodetic Survey in June 1991..
 CS0454
 CS0454.The geoid height was determined by GEOID03.
 CS0454
 CS0454.The dynamic height is computed by dividing the NAVD 88
 CS0454.geopotential number by the normal gravity value computed on the
 CS0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0454.degrees latitude (g = 980.6199 gals.).
 CS0454
 CS0454.The modeled gravity was interpolated from observed gravity values.
 CS0454
 CS0454;                    North         East    Units  Estimated Accuracy
 CS0454;SPC TXNC     - 2,072,300.      817,000.      MT  (+/- 180 meters Scaled)
 CS0454
 CS0454                          SUPERSEDED SURVEY CONTROL
 CS0454
 CS0454  NGVD 29 (??/??/92)  113.603  (m)          372.71   (f) ADJ UNCH    2 0
 CS0454
 CS0454.Superseded values are not recommended for survey control.
 CS0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0454.See file dsdata.txt to determine how the superseded data were derived.
 CS0454
 CS0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA640768(NAD 83)
 CS0454_MARKER: DB = BENCH MARK DISK
 CS0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0454_STAMPING: X 390 1947
 CS0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0454+STABILITY: SURFACE MOTION
 CS0454
 CS0454  HISTORY     - Date     Condition        Report By
 CS0454  HISTORY     - 1947     MONUMENTED       CGS
 CS0454  HISTORY     - 1958     GOOD             USGS
 CS0454
 CS0454                          STATION DESCRIPTION
 CS0454
 CS0454'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0454'12.5 MI NW FROM TRINIDAD.
 CS0454'12.3 MILES NORTHWEST ALONG STATE HIGHWAY 274 FROM THE ST. LOUIS
 CS0454'SOUTHWESTERN RAILROAD STATION AT TRINIDAD, THENCE 0.2 MILE SOUTH OF
 CS0454'GRADED ROAD TO JOG AND SITE OF BM, 45 FEET WEST OF ROAD CENTERLINE,
 CS0454'25.5 FEET WEST OF FENCE CORNER, 8 FEET SOUTH OF FENCE LINE, SET IN
 CS0454'CONCRETE MONUMENT ALONG SIDE REFERENCE POST AND SET FLUSH WITH GROUND.
 CS0454'NOTE-- BM MIGHT BE SLIGHTLY UNDERGROUND DUE TO CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1546 ***********************************************************************
 CS1546  DESIGNATION -  X 391
 CS1546  PID         -  CS1546
 CS1546  STATE/COUNTY-  TX/TARRANT
 CS1546  USGS QUAD   -  AVONDALE (1982)
 CS1546
 CS1546                         *CURRENT SURVEY CONTROL
 CS1546  ___________________________________________________________________
 CS1546* NAD 83(1986)-  32 54 45.     (N)    097 24 03.     (W)     SCALED    
 CS1546* NAVD 88     -       249.996  (meters)     820.20   (feet)  ADJUSTED  
 CS1546  ___________________________________________________________________
 CS1546  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS1546  DYNAMIC HT  -         249.700 (meters)     819.22  (feet)  COMP
 CS1546  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 CS1546
 CS1546  VERT ORDER  -  FIRST     CLASS II
 CS1546
 CS1546.The horizontal coordinates were scaled from a topographic map and have
 CS1546.an estimated accuracy of +/- 6 seconds.
 CS1546
 CS1546.The orthometric height was determined by differential leveling
 CS1546.and adjusted by the National Geodetic Survey in June 1991..
 CS1546
 CS1546.The geoid height was determined by GEOID03.
 CS1546
 CS1546.The dynamic height is computed by dividing the NAVD 88
 CS1546.geopotential number by the normal gravity value computed on the
 CS1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1546.degrees latitude (g = 980.6199 gals.).
 CS1546
 CS1546.The modeled gravity was interpolated from observed gravity values.
 CS1546
 CS1546;                    North         East    Units  Estimated Accuracy
 CS1546;SPC TXNC     - 2,138,690.      702,810.      MT  (+/- 180 meters Scaled)
 CS1546
 CS1546                          SUPERSEDED SURVEY CONTROL
 CS1546
 CS1546  NGVD 29 (??/??/92)  249.962  (m)          820.08   (f) ADJ UNCH    1 2
 CS1546
 CS1546.Superseded values are not recommended for survey control.
 CS1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1546.See file dsdata.txt to determine how the superseded data were derived.
 CS1546
 CS1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB495427(NAD 83)
 CS1546_MARKER: DB = BENCH MARK DISK
 CS1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1546_STAMPING: X 391 1947
 CS1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1546+STABILITY: SURFACE MOTION
 CS1546
 CS1546  HISTORY     - Date     Condition        Report By
 CS1546  HISTORY     - 1947     MONUMENTED       CGS
 CS1546  HISTORY     - 1962     GOOD             NGS
 CS1546  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1546  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1546
 CS1546                          STATION DESCRIPTION
 CS1546
 CS1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1546'4.7 MI NW FROM SAGINAW.
 CS1546'ABOUT 4.7 MILES NORTHWEST OF SAGINAW, NEAR THE NORTHEAST CORNER OF THE
 CS1546'BUILDINGS AREA OF OLD HICKS FIELD, ABOUT 40 FEET WEST OF THE WEST SIDE
 CS1546'OF THE OLD MAINTENANCE HANGAR, NOW OCCUPIED BY THE GREAT LAKES HOUSE
 CS1546'TRAILER FACTORY.  IT IS 83.8 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 CS1546'THE HANGAR AND 75.5 FEET SOUTHWEST OF THE NORTHWEST CORNER AND 3.5
 CS1546'FEET SOUTH OF A POWER POLE.  A STANDARD DISK STAMPED X 391 1947 IN A
 CS1546'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  THIS MARK IS ABOUT 50
 CS1546'YARDS WEST OF BM Y 391 WHICH IS ON THE OPPOSITE SIDE OF THE BUILDING 2
 CS1546'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE OLD CONTROL TOWER.
 CS1546'NOTE-- THE MARK IS 3 INCHES BELOW THE SURFACE OF THE GROUND. THE GREAT
 CS1546'LAKES HOUSE TRAILER FACTORY NO LONGER OCCUPIES THE OLD MAINTENANCE
 CS1546'HANGAR BUILDING.
 CS1546
 CS1546                          STATION RECOVERY (1984)
 CS1546
 CS1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1546'MARK NOT FOUND.
 CS1546
 CS1546                          STATION RECOVERY (1996)
 CS1546
 CS1546'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0475 ***********************************************************************
 CS0475  DESIGNATION -  X 392
 CS0475  PID         -  CS0475
 CS0475  STATE/COUNTY-  TX/HENDERSON
 CS0475  USGS QUAD   -  MABANK (1981)
 CS0475
 CS0475                         *CURRENT SURVEY CONTROL
 CS0475  ___________________________________________________________________
 CS0475* NAD 83(1986)-  32 15 29.     (N)    096 05 48.     (W)     SCALED    
 CS0475* NAVD 88     -       104.658  (meters)     343.37   (feet)  ADJUSTED  
 CS0475  ___________________________________________________________________
 CS0475  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0475  DYNAMIC HT  -         104.538 (meters)     342.97  (feet)  COMP
 CS0475  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CS0475
 CS0475  VERT ORDER  -  SECOND    CLASS 0
 CS0475
 CS0475.The horizontal coordinates were scaled from a topographic map and have
 CS0475.an estimated accuracy of +/- 6 seconds.
 CS0475
 CS0475.The orthometric height was determined by differential leveling
 CS0475.and adjusted by the National Geodetic Survey in June 1991..
 CS0475
 CS0475.The geoid height was determined by GEOID03.
 CS0475
 CS0475.The dynamic height is computed by dividing the NAVD 88
 CS0475.geopotential number by the normal gravity value computed on the
 CS0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0475.degrees latitude (g = 980.6199 gals.).
 CS0475
 CS0475.The modeled gravity was interpolated from observed gravity values.
 CS0475
 CS0475;                    North         East    Units  Estimated Accuracy
 CS0475;SPC TXNC     - 2,068,170.      826,430.      MT  (+/- 180 meters Scaled)
 CS0475
 CS0475                          SUPERSEDED SURVEY CONTROL
 CS0475
 CS0475  NGVD 29 (??/??/92)  104.666  (m)          343.39   (f) ADJ UNCH    2 0
 CS0475
 CS0475.Superseded values are not recommended for survey control.
 CS0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0475.See file dsdata.txt to determine how the superseded data were derived.
 CS0475
 CS0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA735727(NAD 83)
 CS0475_MARKER: DB = BENCH MARK DISK
 CS0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0475_STAMPING: X 392 1947
 CS0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0475+STABILITY: SURFACE MOTION
 CS0475
 CS0475  HISTORY     - Date     Condition        Report By
 CS0475  HISTORY     - 1947     MONUMENTED       CGS
 CS0475
 CS0475                          STATION DESCRIPTION
 CS0475
 CS0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0475'2.9 MI SW FROM PAYNE SPRING.
 CS0475'0.8 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE PAYNE SPRING SCHOOL AT
 CS0475'PAYNE SPRING, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILES
 CS0475'SOUTH ALONG A DIRT ROAD TO THE SITE OF THE MARK, 57 FEET WEST OF AND
 CS0475'DIRECTLY ACROSS THE ROAD FROM A 5/8 INCH IRON ROD DRIVEN IN A LARGE
 CS0475'TRIANGULAR BLAZE ON A 36 INCH OAK TREE, 43 FEET WEST OF THE CENTER
 CS0475'LINE OF THE ROAD, 3 FEET NORTH OF A 4X4 MARKER POST.  A BRONZE DISK
 CS0475'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 CS0475'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2361 ***********************************************************************
 BY2361  DESIGNATION -  X 393
 BY2361  PID         -  BY2361
 BY2361  STATE/COUNTY-  TX/ANDERSON
 BY2361  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2361
 BY2361                         *CURRENT SURVEY CONTROL
 BY2361  ___________________________________________________________________
 BY2361* NAD 83(1986)-  31 48 36.     (N)    095 49 33.     (W)     SCALED    
 BY2361* NAVD 88     -       103.392  (meters)     339.21   (feet)  ADJUSTED  
 BY2361  ___________________________________________________________________
 BY2361  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BY2361  DYNAMIC HT  -         103.269 (meters)     338.81  (feet)  COMP
 BY2361  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 BY2361
 BY2361  VERT ORDER  -  SECOND    CLASS 0
 BY2361
 BY2361.The horizontal coordinates were scaled from a topographic map and have
 BY2361.an estimated accuracy of +/- 6 seconds.
 BY2361
 BY2361.The orthometric height was determined by differential leveling
 BY2361.and adjusted by the National Geodetic Survey in June 1991..
 BY2361
 BY2361.The geoid height was determined by GEOID03.
 BY2361
 BY2361.The dynamic height is computed by dividing the NAVD 88
 BY2361.geopotential number by the normal gravity value computed on the
 BY2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2361.degrees latitude (g = 980.6199 gals.).
 BY2361
 BY2361.The modeled gravity was interpolated from observed gravity values.
 BY2361
 BY2361;                    North         East    Units  Estimated Accuracy
 BY2361;SPC TX C     - 3,246,260.    1,126,680.      MT  (+/- 180 meters Scaled)
 BY2361
 BY2361                          SUPERSEDED SURVEY CONTROL
 BY2361
 BY2361  NGVD 29 (??/??/92)  103.374  (m)          339.15   (f) ADJ UNCH    2 0
 BY2361
 BY2361.Superseded values are not recommended for survey control.
 BY2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2361.See file dsdata.txt to determine how the superseded data were derived.
 BY2361
 BY2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR324228(NAD 83)
 BY2361_MARKER: DB = BENCH MARK DISK
 BY2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2361_STAMPING: X 393 1947
 BY2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2361+STABILITY: SURFACE MOTION
 BY2361
 BY2361  HISTORY     - Date     Condition        Report By
 BY2361  HISTORY     - 1947     MONUMENTED       CGS
 BY2361
 BY2361                          STATION DESCRIPTION
 BY2361
 BY2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2361'2.0 MI SE FROM TENNESSEE COLONY.
 BY2361'ALONG A GRADED COUNTY ROAD LEADING TO TUCKER.  2.0 MILES SOUTHEAST OF
 BY2361'TENNESSEE COLONY SCHOOL.  49 FEET NORTHEAST OF THE CENTER OF THE ROAD.
 BY2361'60 FEET SOUTHEAST OF A CORNER FENCE POST.  20 FEET WEST OF AN 18 INCH
 BY2361'OAK TREE.  2 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1212 ***********************************************************************
 CS1212  DESIGNATION -  X 394
 CS1212  PID         -  CS1212
 CS1212  STATE/COUNTY-  TX/DALLAS
 CS1212  USGS QUAD   -  DALLAS (1981)
 CS1212
 CS1212                         *CURRENT SURVEY CONTROL
 CS1212  ___________________________________________________________________
 CS1212* NAD 83(1986)-  32 50 37.     (N)    096 45 10.     (W)     SCALED    
 CS1212* NAVD 88     -       168.882  (meters)     554.07   (feet)  ADJUSTED  
 CS1212  ___________________________________________________________________
 CS1212  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CS1212  DYNAMIC HT  -         168.691 (meters)     553.45  (feet)  COMP
 CS1212  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 CS1212
 CS1212  VERT ORDER  -  FIRST     CLASS II
 CS1212
 CS1212.The horizontal coordinates were scaled from a topographic map and have
 CS1212.an estimated accuracy of +/- 6 seconds.
 CS1212
 CS1212.The orthometric height was determined by differential leveling
 CS1212.and adjusted by the National Geodetic Survey in June 1991..
 CS1212
 CS1212.The geoid height was determined by GEOID03.
 CS1212
 CS1212.The dynamic height is computed by dividing the NAVD 88
 CS1212.geopotential number by the normal gravity value computed on the
 CS1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1212.degrees latitude (g = 980.6199 gals.).
 CS1212
 CS1212.The modeled gravity was interpolated from observed gravity values.
 CS1212
 CS1212;                    North         East    Units  Estimated Accuracy
 CS1212;SPC TXNC     - 2,131,870.      763,540.      MT  (+/- 180 meters Scaled)
 CS1212
 CS1212                          SUPERSEDED SURVEY CONTROL
 CS1212
 CS1212  NGVD 29 (??/??/92)  168.883  (m)          554.08   (f) ADJ UNCH    1 2
 CS1212
 CS1212.Superseded values are not recommended for survey control.
 CS1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1212.See file dsdata.txt to determine how the superseded data were derived.
 CS1212
 CS1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB103361(NAD 83)
 CS1212_MARKER: DB = BENCH MARK DISK
 CS1212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1212_SP_SET: CULVERT
 CS1212_STAMPING: X 394 1947
 CS1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1212
 CS1212  HISTORY     - Date     Condition        Report By
 CS1212  HISTORY     - 1947     MONUMENTED       CGS
 CS1212  HISTORY     - 1952     GOOD             NGS
 CS1212  HISTORY     - 1958     GOOD             NGS
 CS1212  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1212  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1212
 CS1212                          STATION DESCRIPTION
 CS1212
 CS1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1212'6.0 MI NE FROM DALLAS.
 CS1212'6.0 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 CS1212'TEXAS FROM THE UNION STATION AT DALLAS, 31 FEET EAST OF THE CENTER OF
 CS1212'THE ABRAMS ROAD CROSSING, 14 FEET NORTH OF THE NORTH RAIL, 3 FEET
 CS1212'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 CS1212'NORTH HEADWALL OF A CONCRETE CULVERT.
 CS1212
 CS1212                          STATION RECOVERY (1958)
 CS1212
 CS1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1212'RECOVERED IN GOOD CONDITION.
 CS1212
 CS1212                          STATION RECOVERY (1984)
 CS1212
 CS1212'RECOVERY NOTE BY US POWER SQUADRON 1984
 CS1212'MARK NOT FOUND.
 CS1212
 CS1212                          STATION RECOVERY (1986)
 CS1212
 CS1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1189 ***********************************************************************
 CS1189  DESIGNATION -  X 395
 CS1189  PID         -  CS1189
 CS1189  STATE/COUNTY-  TX/DALLAS
 CS1189  USGS QUAD   -  OAK CLIFF (1981)
 CS1189
 CS1189                         *CURRENT SURVEY CONTROL
 CS1189  ___________________________________________________________________
 CS1189* NAD 83(1986)-  32 44 57.     (N)    096 46 38.     (W)     SCALED    
 CS1189* NAVD 88     -       124.589  (meters)     408.76   (feet)  ADJUSTED  
 CS1189  ___________________________________________________________________
 CS1189  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CS1189  DYNAMIC HT  -         124.446 (meters)     408.29  (feet)  COMP
 CS1189  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 CS1189
 CS1189  VERT ORDER  -  FIRST     CLASS II
 CS1189
 CS1189.The horizontal coordinates were scaled from a topographic map and have
 CS1189.an estimated accuracy of +/- 6 seconds.
 CS1189
 CS1189.The orthometric height was determined by differential leveling
 CS1189.and adjusted by the National Geodetic Survey in June 1991..
 CS1189
 CS1189.The geoid height was determined by GEOID03.
 CS1189
 CS1189.The dynamic height is computed by dividing the NAVD 88
 CS1189.geopotential number by the normal gravity value computed on the
 CS1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1189.degrees latitude (g = 980.6199 gals.).
 CS1189
 CS1189.The modeled gravity was interpolated from observed gravity values.
 CS1189
 CS1189;                    North         East    Units  Estimated Accuracy
 CS1189;SPC TXNC     - 2,121,360.      761,430.      MT  (+/- 180 meters Scaled)
 CS1189
 CS1189                          SUPERSEDED SURVEY CONTROL
 CS1189
 CS1189  NGVD 29 (??/??/92)  124.602  (m)          408.80   (f) ADJ UNCH    1 2
 CS1189
 CS1189.Superseded values are not recommended for survey control.
 CS1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1189.See file dsdata.txt to determine how the superseded data were derived.
 CS1189
 CS1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB082256(NAD 83)
 CS1189_MARKER: DB = BENCH MARK DISK
 CS1189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1189_SP_SET: ABUTMENT
 CS1189_STAMPING: X 395 1947
 CS1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1189
 CS1189  HISTORY     - Date     Condition        Report By
 CS1189  HISTORY     - 1947     MONUMENTED       CGS
 CS1189  HISTORY     - 1958     GOOD             NGS
 CS1189
 CS1189                          STATION DESCRIPTION
 CS1189
 CS1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1189'IN DALLAS.
 CS1189'AT DALLAS, ON THE MISSOURI-KANSAS-TEXAS RAILROAD ABOUT 2.6 MILES SOUTH
 CS1189'OF UNION STATION, 11.0 FEET EAST OF AND ABOUT 0.5 FOOT LOWER THAN THE
 CS1189'CENTER LINE OF THE TRACK, ON TOP OF THE EAST END OF THE SOUTH CONCRETE
 CS1189'ABUTMENT OF THE STEEL BRIDGE OVER THE TRINITY RIVER. A BRONZE BENCH
 CS1189'MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 CS1189
 CS1189                          STATION RECOVERY (1958)
 CS1189
 CS1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0586 ***********************************************************************
 CR0586  DESIGNATION -  X 396
 CR0586  PID         -  CR0586
 CR0586  STATE/COUNTY-  TX/HENDERSON
 CR0586  USGS QUAD   -  MALLARD HILL (1984)
 CR0586
 CR0586                         *CURRENT SURVEY CONTROL
 CR0586  ___________________________________________________________________
 CR0586* NAD 83(1986)-  32 09 16.     (N)    095 52 34.     (W)     SCALED    
 CR0586* NAVD 88     -       136.263  (meters)     447.06   (feet)  ADJUSTED  
 CR0586  ___________________________________________________________________
 CR0586  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0586  DYNAMIC HT  -         136.105 (meters)     446.54  (feet)  COMP
 CR0586  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 CR0586
 CR0586  VERT ORDER  -  SECOND    CLASS 0
 CR0586
 CR0586.The horizontal coordinates were scaled from a topographic map and have
 CR0586.an estimated accuracy of +/- 6 seconds.
 CR0586
 CR0586.The orthometric height was determined by differential leveling
 CR0586.and adjusted by the National Geodetic Survey in June 1991..
 CR0586
 CR0586.The geoid height was determined by GEOID03.
 CR0586
 CR0586.The dynamic height is computed by dividing the NAVD 88
 CR0586.geopotential number by the normal gravity value computed on the
 CR0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0586.degrees latitude (g = 980.6199 gals.).
 CR0586
 CR0586.The modeled gravity was interpolated from observed gravity values.
 CR0586
 CR0586;                    North         East    Units  Estimated Accuracy
 CR0586;SPC TXNC     - 2,057,180.      847,500.      MT  (+/- 180 meters Scaled)
 CR0586
 CR0586                          SUPERSEDED SURVEY CONTROL
 CR0586
 CR0586  NGVD 29 (??/??/92)  136.268  (m)          447.07   (f) ADJ UNCH    2 0
 CR0586
 CR0586.Superseded values are not recommended for survey control.
 CR0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0586.See file dsdata.txt to determine how the superseded data were derived.
 CR0586
 CR0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR287611(NAD 83)
 CR0586_MARKER: DB = BENCH MARK DISK
 CR0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0586_STAMPING: X 396 1947
 CR0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0586+STABILITY: SURFACE MOTION
 CR0586
 CR0586  HISTORY     - Date     Condition        Report By
 CR0586  HISTORY     - 1947     MONUMENTED       CGS
 CR0586  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0586  HISTORY     - 19951126 MARK NOT FOUND   USPSQD
 CR0586  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0586
 CR0586                          STATION DESCRIPTION
 CR0586
 CR0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0586'4.2 MI SW FROM ATHENS.
 CR0586'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 3.0 MILES SOUTHWEST
 CR0586'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, 0.1 MILE
 CR0586'NORTHEAST OF THE TOP OF A HILL, 120.0 FEET NORTHEAST OF THE CENTER OF
 CR0586'THE NORTHWEST END OF A 4X4 FOOT CONCRETE CULVERT UNDER THE HIGHWAY,
 CR0586'104.00 FEET WEST OF AND ACROSS THE HIGHWAY FROM THE CENTER OF A DIRT
 CR0586'ROAD LEADING SOUTH, 34.0 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY,
 CR0586'3.5 FEET EAST OF AN 18-INCH OAK TREE, 3.0 FEET SOUTHWEST OF A
 CR0586'REFERENCE POST, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE HIGHWAY
 CR0586'AND PROJECTING 0.3 FOOT.
 CR0586
 CR0586                          STATION RECOVERY (1977)
 CR0586
 CR0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0586'MARK NOT FOUND.
 CR0586
 CR0586                          STATION RECOVERY (1995)
 CR0586
 CR0586'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0586'MARK NOT FOUND.
 CR0586
 CR0586                          STATION RECOVERY (2004)
 CR0586
 CR0586'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0492 ***********************************************************************
 CS0492  DESIGNATION -  X 397
 CS0492  PID         -  CS0492
 CS0492  STATE/COUNTY-  TX/HENDERSON
 CS0492  USGS QUAD   -  TOOL (1981)
 CS0492
 CS0492                         *CURRENT SURVEY CONTROL
 CS0492  ___________________________________________________________________
 CS0492* NAD 83(1986)-  32 15 48.     (N)    096 13 29.     (W)     SCALED    
 CS0492* NAVD 88     -        97.280  (meters)     319.16   (feet)  ADJUSTED  
 CS0492  ___________________________________________________________________
 CS0492  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0492  DYNAMIC HT  -          97.168 (meters)     318.79  (feet)  COMP
 CS0492  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 CS0492
 CS0492  VERT ORDER  -  SECOND    CLASS 0
 CS0492
 CS0492.The horizontal coordinates were scaled from a topographic map and have
 CS0492.an estimated accuracy of +/- 6 seconds.
 CS0492
 CS0492.The orthometric height was determined by differential leveling
 CS0492.and adjusted by the National Geodetic Survey in June 1991..
 CS0492
 CS0492.The geoid height was determined by GEOID03.
 CS0492
 CS0492.The dynamic height is computed by dividing the NAVD 88
 CS0492.geopotential number by the normal gravity value computed on the
 CS0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0492.degrees latitude (g = 980.6199 gals.).
 CS0492
 CS0492.The modeled gravity was interpolated from observed gravity values.
 CS0492
 CS0492;                    North         East    Units  Estimated Accuracy
 CS0492;SPC TXNC     - 2,068,490.      814,360.      MT  (+/- 180 meters Scaled)
 CS0492
 CS0492                          SUPERSEDED SURVEY CONTROL
 CS0492
 CS0492  NGVD 29 (??/??/92)   97.286  (m)          319.18   (f) ADJ UNCH    2 0
 CS0492
 CS0492.Superseded values are not recommended for survey control.
 CS0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0492.See file dsdata.txt to determine how the superseded data were derived.
 CS0492
 CS0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA614730(NAD 83)
 CS0492_MARKER: DB = BENCH MARK DISK
 CS0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0492_STAMPING: X 397 1947
 CS0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0492+STABILITY: SURFACE MOTION
 CS0492
 CS0492  HISTORY     - Date     Condition        Report By
 CS0492  HISTORY     - 1947     MONUMENTED       CGS
 CS0492  HISTORY     - 1972     GOOD             LOCENG
 CS0492
 CS0492                          STATION DESCRIPTION
 CS0492
 CS0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0492'13.7 MI NW FROM TRINIDAD.
 CS0492'TO REACH FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT TRINIDAD,
 CS0492'PROCEED 9.55 MILES NORTHWEST ALONG STATE HIGHWAY NO.274 TO THE END OF
 CS0492'THE PAVEMENT, THENCE 3.9 MILES WEST 0.25 MILE SOUTH ALONG ROAD, BENCH
 CS0492'MARK IS 0.25 MILE SOUTH OF THE HUMBLE PIPE LINE PUMPING STATION, AT
 CS0492'THE JUNCTION OF A PRIVATE ROAD LEADING WEST TO THE HUMBLE OIL REFINING
 CS0492'COMPANY LEASE, 60.0 FEET NORTH OF THE CENTER OF A LARGE STEEL CATTLE
 CS0492'GUARD, 24.0 FEET WEST OF THE CENTER OF THE ROAD, 2.0 FEET NORTH OF A
 CS0492'REFERENCE POST, 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, SET IN A
 CS0492'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3
 CS0492'FOOT.  NOTE-- THE MARK IS 9.9 MILES NORTHWEST ALONG STATE HIGHWAY 274,
 CS0492'106.5 FEET NORTH OF A FENCELINE LEADING WEST, AND 5 FEET EAST OF A
 CS0492'NORTH-AND-SOUTH FENCELINE.
 CS0492
 CS0492                          STATION RECOVERY (1972)
 CS0492
 CS0492'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2292 ***********************************************************************
 BY2292  DESIGNATION -  X 398
 BY2292  PID         -  BY2292
 BY2292  STATE/COUNTY-  TX/ANDERSON
 BY2292  USGS QUAD   -  BLACKFOOT (1982)
 BY2292
 BY2292                         *CURRENT SURVEY CONTROL
 BY2292  ___________________________________________________________________
 BY2292* NAD 83(1986)-  31 54 35.     (N)    095 49 29.     (W)     SCALED    
 BY2292* NAVD 88     -       115.565  (meters)     379.15   (feet)  ADJUSTED  
 BY2292  ___________________________________________________________________
 BY2292  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BY2292  DYNAMIC HT  -         115.428 (meters)     378.70  (feet)  COMP
 BY2292  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 BY2292
 BY2292  VERT ORDER  -  SECOND    CLASS 0
 BY2292
 BY2292.The horizontal coordinates were scaled from a topographic map and have
 BY2292.an estimated accuracy of +/- 6 seconds.
 BY2292
 BY2292.The orthometric height was determined by differential leveling
 BY2292.and adjusted by the National Geodetic Survey in June 1991..
 BY2292
 BY2292.The geoid height was determined by GEOID03.
 BY2292
 BY2292.The dynamic height is computed by dividing the NAVD 88
 BY2292.geopotential number by the normal gravity value computed on the
 BY2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2292.degrees latitude (g = 980.6199 gals.).
 BY2292
 BY2292.The modeled gravity was interpolated from observed gravity values.
 BY2292
 BY2292;                    North         East    Units  Estimated Accuracy
 BY2292;SPC TX C     - 3,257,310.    1,126,340.      MT  (+/- 180 meters Scaled)
 BY2292
 BY2292                          SUPERSEDED SURVEY CONTROL
 BY2292
 BY2292  NGVD 29 (??/??/92)  115.552  (m)          379.11   (f) ADJ UNCH    2 0
 BY2292
 BY2292.Superseded values are not recommended for survey control.
 BY2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2292.See file dsdata.txt to determine how the superseded data were derived.
 BY2292
 BY2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR328339(NAD 83)
 BY2292_MARKER: DB = BENCH MARK DISK
 BY2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2292_STAMPING: X 398 1947
 BY2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2292+STABILITY: SURFACE MOTION
 BY2292
 BY2292  HISTORY     - Date     Condition        Report By
 BY2292  HISTORY     - 1947     MONUMENTED       CGS
 BY2292  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2292
 BY2292                          STATION DESCRIPTION
 BY2292
 BY2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2292'7.1 MI NW FROM MONTALBA.
 BY2292'1.7 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT MONTALBA,
 BY2292'THENCE 4.3 MILES WEST ALONG A NARROW OILED ROAD, THENCE 1.1 MILES
 BY2292'NORTHWEST ALONG A GRADED COUNTY ROAD LEADING TO FRIENDSHIP BAPTIST
 BY2292'CHURCH TO THE SITE OF THE MARK, AT A ROAD JUNCTION, 84 FEET EAST OF
 BY2292'THE EAST END OF A FARM HOUSE, 33 FEET SOUTH OF THE CENTER LINE OF THE
 BY2292'ROAD, 10 FEET EAST OF A FENCE CORNER, 8 FEET EAST OF THE EXTENDED
 BY2292'CENTER LINE OF A SIDE ROAD, 4 FEET NORTH OF A WIRE FENCE, 2 FEET WEST
 BY2292'OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 BY2292'POST.
 BY2292
 BY2292                          STATION RECOVERY (1977)
 BY2292
 BY2292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2223 ***********************************************************************
 BY2223  DESIGNATION -  X 399
 BY2223  PID         -  BY2223
 BY2223  STATE/COUNTY-  TX/ANDERSON
 BY2223  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2223
 BY2223                         *CURRENT SURVEY CONTROL
 BY2223  ___________________________________________________________________
 BY2223* NAD 83(1993)-  31 46 53.00444(N)    095 42 03.88754(W)     ADJUSTED  
 BY2223* NAVD 88     -       123.483  (meters)     405.13   (feet)  ADJUSTED  
 BY2223  ___________________________________________________________________
 BY2223  X           -    -539,104.815 (meters)                     COMP
 BY2223  Y           -  -5,400,103.871 (meters)                     COMP
 BY2223  Z           -   3,339,901.075 (meters)                     COMP
 BY2223  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BY2223  ELLIP HEIGHT-          97.28  (meters)          (10/24/00) GPS OBS
 BY2223  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BY2223  DYNAMIC HT  -         123.333 (meters)     404.63  (feet)  COMP
 BY2223  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BY2223
 BY2223  HORZ ORDER  -  B
 BY2223  VERT ORDER  -  FIRST     CLASS II
 BY2223  ELLP ORDER  -  FOURTH    CLASS II
 BY2223
 BY2223.This mark is at Palestine Muni (PSN) Airport (PSN)
 BY2223
 BY2223.The horizontal coordinates were established by GPS observations
 BY2223.and adjusted by the National Geodetic Survey in May 1994..
 BY2223
 BY2223.The orthometric height was determined by differential leveling
 BY2223.and adjusted by the National Geodetic Survey in June 1991..
 BY2223
 BY2223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BY2223
 BY2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2223
 BY2223.The ellipsoidal height was determined by GPS observations
 BY2223.and is referenced to NAD 83.
 BY2223
 BY2223.The geoid height was determined by GEOID03.
 BY2223
 BY2223.The dynamic height is computed by dividing the NAVD 88
 BY2223.geopotential number by the normal gravity value computed on the
 BY2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2223.degrees latitude (g = 980.6199 gals.).
 BY2223
 BY2223.The modeled gravity was interpolated from observed gravity values.
 BY2223
 BY2223;                    North         East     Units Scale Factor Converg.
 BY2223;SPC TX C     - 3,243,570.175 1,138,613.443   MT  0.99997421   +2 23 09.2
 BY2223;SPC TX C     -10,641,613.15  3,735,600.94   sFT  0.99997421   +2 23 09.2
 BY2223;UTM  15      - 3,519,381.673   244,222.592   MT  1.00040694   -1 25 24.2
 BY2223
 BY2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2223!SPC TX C     -   0.99998473  x   0.99997421  =   0.99995894
 BY2223!UTM  15      -   0.99998473  x   1.00040694  =   1.00039166
 BY2223
 BY2223                          SUPERSEDED SURVEY CONTROL
 BY2223
 BY2223  ELLIP H (05/09/94)   97.42   (m)                       GP(       ) 4 2
 BY2223  ELLIP H (01/21/93)   97.25   (m)                       GP(       ) 4 2
 BY2223  NAD 83(1986)-  31 46 53.01358(N)    095 42 03.86637(W) AD(       ) 3
 BY2223  NAD 27      -  31 46 52.42247(N)    095 42 03.01905(W) AD(       ) 3
 BY2223  NAVD 88 (05/09/94)  123.48   (m)          405.1    (f) LEVELING    3  
 BY2223  NGVD 29 (??/??/92)  123.460  (m)          405.05   (f) ADJ UNCH    1 2
 BY2223
 BY2223.Superseded values are not recommended for survey control.
 BY2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2223.See file dsdata.txt to determine how the superseded data were derived.
 BY2223
 BY2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4422319382(NAD 83)
 BY2223_MARKER: DB = BENCH MARK DISK
 BY2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2223_SP_SET: SQUARE CONCRETE MONUMENT
 BY2223_STAMPING: X 399 1947
 BY2223_MARK LOGO: CGS   
 BY2223_PROJECTION: FLUSH
 BY2223_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2223+STABILITY: SURFACE MOTION
 BY2223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2223+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1997
 BY2223
 BY2223  HISTORY     - Date     Condition        Report By
 BY2223  HISTORY     - 1947     MONUMENTED       CGS
 BY2223  HISTORY     - 1977     GOOD             USGS
 BY2223  HISTORY     - 19871120 GOOD             NGS
 BY2223  HISTORY     - 19880407 GOOD
 BY2223  HISTORY     - 19930326 GOOD             NGS
 BY2223  HISTORY     - 19971017 GOOD             NGS
 BY2223  HISTORY     - 19980303 GOOD             TXDOT
 BY2223  HISTORY     - 20020824 GOOD             USPSQD
 BY2223
 BY2223                          STATION DESCRIPTION
 BY2223
 BY2223'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY2223'IN PALESTINE MUNICIPAL AIRPORT.
 BY2223'ABOUT 5.4 MILES NORTHWEST OF THE POST OFFICE AT PALESTINE, ANDERSON
 BY2223'COUNTY, ALONG U.S. HIGHWAY 287, THENCE 0.9 MILE SOUTH ALONG ROAD TO
 BY2223'PALESTINE MUNICIPAL AIRPORT, AT THE NORTHEAST SIDE OF THE FIELD, ABOUT
 BY2223'350 FEET NORTH OF THE ADMINISTRATION BUILDING, 240 FEET NORTHWEST OF A
 BY2223'BEACON TOWER, 40 FEET NORTHEAST OF THE CENTERLINE OF EAST OF TWO
 BY2223'ROADS, 25 FEET EAST, AND 18 FEET SOUTH OF A TEN FEET SQUARE CONCRETE
 BY2223'STRUCTURE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 BY2223
 BY2223                          STATION RECOVERY (1987)
 BY2223
 BY2223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BY2223'THE STATION OS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF PALESTINE,
 BY2223'THE PALESTINE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF PALESTINE C/O
 BY2223'JACK DAVIS, ROUTE 6 BOX 279, PALESTINE, TX 75801. TELEPHONE
 BY2223'NUMBER214-723-0111.
 BY2223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 BY2223'HIGHWAY 19 ABOUT 6 KM (3.75 MI) NORTHWEST OF PALESTINE.  GO WEST ON
 BY2223'U.S. HIGHWAY 287 FOR 2.7 KM (1.70 MI) TO A ROAD ON THE LEFT. TURNLEFT
 BY2223'AND GO SOUTH FOR 1.4 KM (0.85 MI) TO THE STATION ON THE LEFT.
 BY2223'THE MARK IS SET 106 M (347.8 FT) NORTH OF THE AIRPOET ADMINISTRATION
 BY2223'BUILDING, 13.8 EAST-NORTHEAST OF THE CENTERLINE OF THE EASTERN  MOST
 BY2223'OF TWO ROADS., 10 M (32.8 FT) SOUTHEAST OF A SMALL BLOCK BUILDING,
 BY2223'9.4 M (30.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BULIDING,
 BY2223'AND0.3 M (1.0 FT) WEST OF A WITNESS POST.
 BY2223'DESCRIBED BY B.L.L.
 BY2223
 BY2223                          STATION RECOVERY (1988)
 BY2223
 BY2223'RECOVERED 1988
 BY2223'RECOVERED IN GOOD CONDITION.
 BY2223
 BY2223                          STATION RECOVERY (1993)
 BY2223
 BY2223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BY2223'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF PALESTINE, ON
 BY2223'THE WEST EDGE OF THICK, LOW BRUSH ON THE EAST SIDE OF THE PALESTINE
 BY2223'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF PALESTINE, ROUTE 6, BOX 6853,
 BY2223'PALESTINE, TX 75801.  FBO IS PALESTINE AVIATION.  PHONE 903-723-0111.
 BY2223'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 19,
 BY2223'ABOUT 6 KM (3.70 MI) NORTHWEST OF PALESTINE, GO WEST ON HIGHWAY 287
 BY2223'FOR 2.7 KM (1.65 MI) TO A PAVED ROAD ON THE LEFT (COUNTY ROAD 421)
 BY2223'AND A SIGN -AIRPORT-.  TURN LEFT, SOUTH, ON THE PAVED ROAD FOR 1.4 KM
 BY2223'(0.85 MI) TO A PAVED Y JUNCTION.  BEAR LEFT, SOUTHEAST, ON THE PAVED
 BY2223'ROAD FOR 30 M (98.4 FT) TO THE STATION ON THE LEFT JUST BEFORE A
 BY2223'SHARP CURVE IN THE ROAD.
 BY2223'THE STATION IS SET IN THE TOP OF A 12 CM SQUARE CONCRETE POST
 BY2223'PROJECTING 5 CM.  IT IS ABOUT 106 M (347.8 FT) NORTH FROM THE AIRPORT
 BY2223'ADMINISTRATION BUILDING, 13.8 M (45.3 FT) EAST-NORTHEAST FROM THE
 BY2223'CENTER OF THE EAST ONE OF TWO ROADS, 9.4 M (30.8 FT) SOUTHEAST FROM
 BY2223'THE SOUTHEAST CORNER OF A SMALL CONCRETE BUILDING AND 0.2 M (0.7 FT)
 BY2223'SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 BY2223
 BY2223                          STATION RECOVERY (1997)
 BY2223
 BY2223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2223'6.9 KM (4.30 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 BY2223'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, THENCE 1.5 KM (0.95 MI)
 BY2223'SOUTHERLY ALONG COUNTY ROAD 431, 73.2 M (240.2 FT) NORTHWEST OF THE
 BY2223'NORTHWEST LEG OF AN AIRPORT BEACON, 27.2 M (89.2 FT) EAST OF THE
 BY2223'CENTER OF THE ROAD, 13.9 M (45.6 FT) EAST OF THE CENTER OF A PAVED
 BY2223'ROAD, 10.0 M (32.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BY2223'BUILDING, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT)
 BY2223'WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 BY2223'THE GROUND SURFACE.
 BY2223
 BY2223                          STATION RECOVERY (1998)
 BY2223
 BY2223'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 BY2223'GOOD.
 BY2223
 BY2223                          STATION RECOVERY (2002)
 BY2223
 BY2223'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0868 ***********************************************************************
 BL0868  DESIGNATION -  X 400
 BL0868  PID         -  BL0868
 BL0868  STATE/COUNTY-  TX/WALKER
 BL0868  USGS QUAD   -  RIVERSIDE (1997)
 BL0868
 BL0868                         *CURRENT SURVEY CONTROL
 BL0868  ___________________________________________________________________
 BL0868* NAD 83(1986)-  30 51 37.     (N)    095 26 03.     (W)     SCALED    
 BL0868* NAVD 88     -        42.34   (+/-2cm)     138.9    (feet)  VERTCON   
 BL0868  ___________________________________________________________________
 BL0868  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL0868
 BL0868  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0868
 BL0868.The horizontal coordinates were scaled from a topographic map and have
 BL0868.an estimated accuracy of +/- 6 seconds.
 BL0868
 BL0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0868.The vertical order pertains to the NGVD 29 superseded value.
 BL0868
 BL0868.The geoid height was determined by GEOID03.
 BL0868
 BL0868;                    North         East    Units  Estimated Accuracy
 BL0868;SPC TX C     - 3,142,630.    1,168,370.      MT  (+/- 180 meters Scaled)
 BL0868
 BL0868                          SUPERSEDED SURVEY CONTROL
 BL0868
 BL0868  NGVD 29 (??/??/92)   42.348  (m)          138.94   (f) ADJ UNCH    2 0
 BL0868
 BL0868.Superseded values are not recommended for survey control.
 BL0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0868.See file dsdata.txt to determine how the superseded data were derived.
 BL0868
 BL0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ672166(NAD 83)
 BL0868_MARKER: DB = BENCH MARK DISK
 BL0868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0868_SP_SET: PIER
 BL0868_STAMPING: X 400 1947
 BL0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0868
 BL0868  HISTORY     - Date     Condition        Report By
 BL0868  HISTORY     - 1947     MONUMENTED       CGS
 BL0868  HISTORY     - 1980     GOOD             NGS
 BL0868  HISTORY     - 19960601 GOOD             USPSQD
 BL0868
 BL0868                          STATION DESCRIPTION
 BL0868
 BL0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0868'2.2 MI W FROM RIVERSIDE.
 BL0868'2.2 MILES WEST ALONG A GRAVEL ROAD FROM THE RIVERSIDE HIGH SCHOOL AT
 BL0868'RIVERSIDE, AT THE SOUTHEAST END OF A STEEL BRIDGE OVER HARMONS CREEK,
 BL0868'11.6 FEET SOUTHWEST OF THE CENTER OF THE BRIDGE, 4.0 FEET BELOW THE
 BL0868'FLOOR OF THE BRIDGE, SET IN TOP OF THE SOUTHWEST END OF THE SOUTH
 BL0868'CONCRETE PIER FOR THE STEEL SPAN OF THE BRIDGE.
 BL0868
 BL0868                          STATION RECOVERY (1980)
 BL0868
 BL0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0868'2.4 KM. (1.5 MI.) WEST ALONG FARM ROAD 980 FROM THE JUNCTION OF STATE
 BL0868'HIGHWAY 19 IN RIVERSIDE, IN TOP OF THE SOUTHWEST END OF A CONCRETE
 BL0868'PIER OF A BRIDGE OVER HARMONS CREEK.  NOTE-THE DISK WAS FOUND INTACT,
 BL0868'BUT THE STEEL SPAN OF THE BRIDGE NO LONGER EXISTS.  THE PIER, UPON
 BL0868'WHICH THE DISK IS SET, IS IN THE CREEK ABOUT 15 M. (50.0 FT.) FROM THE
 BL0868'BANK AND IS THEREFORE INACCESSIBLE FOR LEVELS.  A NEW BRIDGE HAS BEEN
 BL0868'BUILT ALONGSIDE THE OLD PIER.
 BL0868
 BL0868                          STATION RECOVERY (1996)
 BL0868
 BL0868'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2162 ***********************************************************************
 BY2162  DESIGNATION -  X 401 RESET 1963
 BY2162  PID         -  BY2162
 BY2162  STATE/COUNTY-  TX/ANDERSON
 BY2162  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2162
 BY2162                         *CURRENT SURVEY CONTROL
 BY2162  ___________________________________________________________________
 BY2162* NAD 83(1986)-  31 38 25.     (N)    095 39 03.     (W)     SCALED    
 BY2162* NAVD 88     -        99.766  (meters)     327.32   (feet)  ADJUSTED  
 BY2162  ___________________________________________________________________
 BY2162  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY2162  DYNAMIC HT  -          99.644 (meters)     326.92  (feet)  COMP
 BY2162  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 BY2162
 BY2162  VERT ORDER  -  FIRST     CLASS II
 BY2162
 BY2162.The horizontal coordinates were scaled from a topographic map and have
 BY2162.an estimated accuracy of +/- 6 seconds.
 BY2162
 BY2162.The orthometric height was determined by differential leveling
 BY2162.and adjusted by the National Geodetic Survey in June 1991..
 BY2162
 BY2162.The geoid height was determined by GEOID03.
 BY2162
 BY2162.The dynamic height is computed by dividing the NAVD 88
 BY2162.geopotential number by the normal gravity value computed on the
 BY2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2162.degrees latitude (g = 980.6199 gals.).
 BY2162
 BY2162.The modeled gravity was interpolated from observed gravity values.
 BY2162
 BY2162;                    North         East    Units  Estimated Accuracy
 BY2162;SPC TX C     - 3,228,140.    1,144,030.      MT  (+/- 180 meters Scaled)
 BY2162
 BY2162                          SUPERSEDED SURVEY CONTROL
 BY2162
 BY2162  NGVD 29 (??/??/??)   99.77   (m)          327.3    (f) RESET       3  
 BY2162
 BY2162.Superseded values are not recommended for survey control.
 BY2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2162.See file dsdata.txt to determine how the superseded data were derived.
 BY2162
 BY2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR486036(NAD 83)
 BY2162_MARKER: DB = BENCH MARK DISK
 BY2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2162_STAMPING: X 401 RESET 1963
 BY2162_PROJECTION: FLUSH
 BY2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2162+STABILITY: SURFACE MOTION
 BY2162
 BY2162  HISTORY     - Date     Condition        Report By
 BY2162  HISTORY     - 1963     MONUMENTED       CGS
 BY2162  HISTORY     - 1980     GOOD             NGS
 BY2162
 BY2162                          STATION DESCRIPTION
 BY2162
 BY2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BY2162'4.8 MI W FROM ELKHART.
 BY2162'ABOUT 4.8 MILES ALONG STATE HIGHWAY 294 FROM THE POST OFFICE IN
 BY2162'ELKHART TO THE INTERSECTION OF FARM-TO-MARKET ROAD 322 AND A DIRT ROAD
 BY2162'LEADING SOUTH AND BENCH MARK IN THE SOUTHWEST ANGLE OF ROADS. 205 FEET
 BY2162'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 294, 95 FEET WEST OF THE
 BY2162'CENTER LINE OF DIRT ROAD, 88 FEET EAST OF A GUYED POWER LINE POLE, 7
 BY2162'FEET WEST OF THE ROAD RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A METAL
 BY2162'WITNESS POST IN AN EAST-WEST FENCE LINE, AT TEXAS HIGHWAY DEPARTMENT
 BY2162'STATION 471 + 59.  THE BENCH MARK IS ABOUT 100 YARDS SOUTH-SOUTHWEST
 BY2162'OF THE BINGS GROCERY ANN MARKET.  A STANDARD DISK SET IN AN 8 X 8 IN.
 BY2162'CONCRETE POST WHICH PROJECTS 6 INCHES.
 BY2162
 BY2162                          STATION RECOVERY (1980)
 BY2162
 BY2162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2162'7.7 KM. (4.8 MI.) WEST ALONG STATE HIGHWAY 294 FROM THE CROSSING OF
 BY2162'THE MISSOURI PACIFIC RAILROAD IN ELKHART, AT THE JUNCTION OF FARM ROAD
 BY2162'322, ABOUT 90 M. (295 FT.) SOUTHWEST OF A SMALL GROCERY STORE, 62.5 M.
 BY2162'(205 FT.) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27.4 M. (90.0 FT.)
 BY2162'WEST OF THE CENTERLINE OF THE FARM ROAD, 26.8 M. (88.0 FT.) NORTHEAST
 BY2162'OF A GUYED POWERLINE POLE, 2.4 M. (8.0 FT.) WEST OF A CORNER FENCE
 BY2162'POST, 0.2 M. (0.6 FT.) NORTH OF AN EAST-WEST FENCE.
 BY2162'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BY2162'THE MARK IS 0.3 M BELOW THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1858 ***********************************************************************
 BY1858  DESIGNATION -  X 402
 BY1858  PID         -  BY1858
 BY1858  STATE/COUNTY-  TX/HOUSTON
 BY1858  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1858
 BY1858                         *CURRENT SURVEY CONTROL
 BY1858  ___________________________________________________________________
 BY1858* NAD 83(1986)-  31 17 02.     (N)    095 35 23.     (W)     SCALED    
 BY1858* NAVD 88     -       103.73   (+/-2cm)     340.3    (feet)  VERTCON   
 BY1858  ___________________________________________________________________
 BY1858  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1858
 BY1858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1858
 BY1858.The horizontal coordinates were scaled from a topographic map and have
 BY1858.an estimated accuracy of +/- 6 seconds.
 BY1858
 BY1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1858.The vertical order pertains to the NGVD 29 superseded value.
 BY1858
 BY1858.The geoid height was determined by GEOID03.
 BY1858
 BY1858;                    North         East    Units  Estimated Accuracy
 BY1858;SPC TX C     - 3,188,910.    1,151,500.      MT  (+/- 180 meters Scaled)
 BY1858
 BY1858                          SUPERSEDED SURVEY CONTROL
 BY1858
 BY1858  NGVD 29 (??/??/92)  103.725  (m)          340.30   (f) ADJ UNCH    2 0
 BY1858
 BY1858.Superseded values are not recommended for survey control.
 BY1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1858.See file dsdata.txt to determine how the superseded data were derived.
 BY1858
 BY1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ534639(NAD 83)
 BY1858_MARKER: DB = BENCH MARK DISK
 BY1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1858_STAMPING: X 402 1947
 BY1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1858+STABILITY: SURFACE MOTION
 BY1858
 BY1858  HISTORY     - Date     Condition        Report By
 BY1858  HISTORY     - 1947     MONUMENTED       CGS
 BY1858  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1858
 BY1858                          STATION DESCRIPTION
 BY1858
 BY1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1858'1.7 MI NE FROM PORTER SPRINGS.
 BY1858'TO REACH FROM THE PORTER SPRINGS SCHOOL AT PORTER SPRINGS GO NORTHEAST
 BY1858'1.7 MILES ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS 41.6
 BY1858'FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY1858'3.4 FEET NORTH OF A PASTURE FENCE CORNER POST AND 1.5 FEET SOUTHWEST
 BY1858'OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP
 BY1858'OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND. NOTE--
 BY1858'PROBABLY COVERED OR DESTROYED BY ROAD EQUIPMENT.
 BY1858
 BY1858                          STATION RECOVERY (1964)
 BY1858
 BY1858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1848 ***********************************************************************
 BY1848  DESIGNATION -  X 403
 BY1848  PID         -  BY1848
 BY1848  STATE/COUNTY-  TX/LEON
 BY1848  USGS QUAD   -  CENTERVILLE (1964)
 BY1848
 BY1848                         *CURRENT SURVEY CONTROL
 BY1848  ___________________________________________________________________
 BY1848* NAD 83(1986)-  31 17 04.     (N)    095 53 41.     (W)     SCALED    
 BY1848* NAVD 88     -       145.48   (+/-2cm)     477.3    (feet)  VERTCON   
 BY1848  ___________________________________________________________________
 BY1848  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BY1848
 BY1848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1848
 BY1848.The horizontal coordinates were scaled from a topographic map and have
 BY1848.an estimated accuracy of +/- 6 seconds.
 BY1848
 BY1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1848.The vertical order pertains to the NGVD 29 superseded value.
 BY1848
 BY1848.The geoid height was determined by GEOID03.
 BY1848
 BY1848;                    North         East    Units  Estimated Accuracy
 BY1848;SPC TX C     - 3,187,770.    1,122,490.      MT  (+/- 180 meters Scaled)
 BY1848
 BY1848                          SUPERSEDED SURVEY CONTROL
 BY1848
 BY1848  NGVD 29 (??/??/92)  145.459  (m)          477.23   (f) ADJ UNCH    2 0
 BY1848
 BY1848.Superseded values are not recommended for survey control.
 BY1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1848.See file dsdata.txt to determine how the superseded data were derived.
 BY1848
 BY1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ244647(NAD 83)
 BY1848_MARKER: DB = BENCH MARK DISK
 BY1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1848_STAMPING: X 403 1947
 BY1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1848+STABILITY: SURFACE MOTION
 BY1848
 BY1848  HISTORY     - Date     Condition        Report By
 BY1848  HISTORY     - 1947     MONUMENTED       CGS
 BY1848
 BY1848                          STATION DESCRIPTION
 BY1848
 BY1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1848'5.5 MI E FROM CENTERVILLE.
 BY1848'ABOUT 5.5 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1848'CENTERVILLE, 46.7 FEET SOUTH OF AND ABOUT 3.0 FEET HIGHER THAN THE
 BY1848'CENTER LINE OF THE HIGHWAY, 29.4 FEET EAST OF A TEN INCH OAK TREE, 1.0
 BY1848'FOOT NORTH OF A FENCE AND 1.5 FEET EAST OF A 4 X 4 IN. MARKER POST. A
 BY1848'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1848'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1792 ***********************************************************************
 BY1792  DESIGNATION -  X 404
 BY1792  PID         -  BY1792
 BY1792  STATE/COUNTY-  TX/LEON
 BY1792  USGS QUAD   -  LAKE LEON (1964)
 BY1792
 BY1792                         *CURRENT SURVEY CONTROL
 BY1792  ___________________________________________________________________
 BY1792* NAD 83(1986)-  31 27 59.     (N)    095 45 24.     (W)     SCALED    
 BY1792* NAVD 88     -        61.25   (+/-2cm)     201.0    (feet)  VERTCON   
 BY1792  ___________________________________________________________________
 BY1792  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY1792
 BY1792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1792
 BY1792.The horizontal coordinates were scaled from a topographic map and have
 BY1792.an estimated accuracy of +/- 6 seconds.
 BY1792
 BY1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1792.The vertical order pertains to the NGVD 29 superseded value.
 BY1792
 BY1792.The geoid height was determined by GEOID03.
 BY1792
 BY1792;                    North         East    Units  Estimated Accuracy
 BY1792;SPC TX C     - 3,208,460.    1,134,790.      MT  (+/- 180 meters Scaled)
 BY1792
 BY1792                          SUPERSEDED SURVEY CONTROL
 BY1792
 BY1792  NGVD 29 (??/??/92)   61.231  (m)          200.89   (f) ADJ UNCH    2 0
 BY1792
 BY1792.Superseded values are not recommended for survey control.
 BY1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1792.See file dsdata.txt to determine how the superseded data were derived.
 BY1792
 BY1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ380845(NAD 83)
 BY1792_MARKER: DB = BENCH MARK DISK
 BY1792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1792_SP_SET: ABUTMENT
 BY1792_STAMPING: X 404 1947
 BY1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1792
 BY1792  HISTORY     - Date     Condition        Report By
 BY1792  HISTORY     - 1947     MONUMENTED       CGS
 BY1792
 BY1792                          STATION DESCRIPTION
 BY1792
 BY1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1792'11.4 MI SE FROM OAKWOOD.
 BY1792'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1792'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY1792'SOUTHEASTERLY 11.3 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1792'BENCH MARK IS 9.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BY1792'THE ROAD, ON TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTEMENT OF A
 BY1792'STEEL BRIDGE OVER KINNONS CREEK.  A BRONZE BENCH MARK DISK SET IN A
 BY1792'DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1775 ***********************************************************************
 BY1775  DESIGNATION -  X 405
 BY1775  PID         -  BY1775
 BY1775  STATE/COUNTY-  TX/HOUSTON
 BY1775  USGS QUAD   -  HAYS SPRING (1964)
 BY1775
 BY1775                         *CURRENT SURVEY CONTROL
 BY1775  ___________________________________________________________________
 BY1775* NAD 83(1986)-  31 27 48.     (N)    095 34 55.     (W)     SCALED    
 BY1775* NAVD 88     -       120.01   (+/-2cm)     393.7    (feet)  VERTCON   
 BY1775  ___________________________________________________________________
 BY1775  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY1775
 BY1775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1775
 BY1775.The horizontal coordinates were scaled from a topographic map and have
 BY1775.an estimated accuracy of +/- 6 seconds.
 BY1775
 BY1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1775.The vertical order pertains to the NGVD 29 superseded value.
 BY1775
 BY1775.The geoid height was determined by GEOID03.
 BY1775
 BY1775;                    North         East    Units  Estimated Accuracy
 BY1775;SPC TX C     - 3,208,810.    1,151,390.      MT  (+/- 180 meters Scaled)
 BY1775
 BY1775                          SUPERSEDED SURVEY CONTROL
 BY1775
 BY1775  NGVD 29 (??/??/92)  120.001  (m)          393.70   (f) ADJ UNCH    2 0
 BY1775
 BY1775.Superseded values are not recommended for survey control.
 BY1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1775.See file dsdata.txt to determine how the superseded data were derived.
 BY1775
 BY1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ546838(NAD 83)
 BY1775_MARKER: DB = BENCH MARK DISK
 BY1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1775_STAMPING: X 405 1947
 BY1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1775+STABILITY: SURFACE MOTION
 BY1775
 BY1775  HISTORY     - Date     Condition        Report By
 BY1775  HISTORY     - 1947     MONUMENTED       CGS
 BY1775  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1775
 BY1775                          STATION DESCRIPTION
 BY1775
 BY1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1775'7.0 MI SW FROM GRAPELAND.
 BY1775'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1775'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY 7.0
 BY1775'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 72
 BY1775'YARDS EAST OF A SMALL WOODEN BRIDGE, 37.0 FEET SOUTH OF AND ABOUT
 BY1775'LEVEL WITH THE CENTER LINE OF THE ROAD, 16.0 FEET SOUTHEAST OF A SMALL
 BY1775'PINE TREE, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN.
 BY1775'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1775'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 BY1775
 BY1775                          STATION RECOVERY (1964)
 BY1775
 BY1775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2200 ***********************************************************************
 BY2200  DESIGNATION -  X 406
 BY2200  PID         -  BY2200
 BY2200  STATE/COUNTY-  TX/HOUSTON
 BY2200  USGS QUAD   -  ELKHART CREEK (1982)
 BY2200
 BY2200                         *CURRENT SURVEY CONTROL
 BY2200  ___________________________________________________________________
 BY2200* NAD 83(1986)-  31 31 23.     (N)    095 32 54.     (W)     SCALED    
 BY2200* NAVD 88     -       141.47   (+/-2cm)     464.1    (feet)  VERTCON   
 BY2200  ___________________________________________________________________
 BY2200  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY2200
 BY2200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2200
 BY2200.The horizontal coordinates were scaled from a topographic map and have
 BY2200.an estimated accuracy of +/- 6 seconds.
 BY2200
 BY2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2200.The vertical order pertains to the NGVD 29 superseded value.
 BY2200
 BY2200.The geoid height was determined by GEOID03.
 BY2200
 BY2200;                    North         East    Units  Estimated Accuracy
 BY2200;SPC TX C     - 3,215,570.    1,154,300.      MT  (+/- 180 meters Scaled)
 BY2200
 BY2200                          SUPERSEDED SURVEY CONTROL
 BY2200
 BY2200  NGVD 29 (??/??/92)  141.463  (m)          464.12   (f) ADJ UNCH    2 0
 BY2200
 BY2200.Superseded values are not recommended for survey control.
 BY2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2200.See file dsdata.txt to determine how the superseded data were derived.
 BY2200
 BY2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ580903(NAD 83)
 BY2200_MARKER: DB = BENCH MARK DISK
 BY2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2200_STAMPING: X 406 1947
 BY2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2200+STABILITY: SURFACE MOTION
 BY2200
 BY2200  HISTORY     - Date     Condition        Report By
 BY2200  HISTORY     - 1947     MONUMENTED       CGS
 BY2200  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2200
 BY2200                          STATION DESCRIPTION
 BY2200
 BY2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2200'5.1 MI W FROM GRAPELAND.
 BY2200'TO REACH FROM THE GRAPELAND HIGH SCHOOL AT GRAPELAND GO WEST 1 BLOCK
 BY2200'ALONG A GRAVELED ROAD, THENCE NORTH 1.1 MILES ALONG A GRADED DIRT
 BY2200'ROAD, THENCE WESTERLY 4.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 BY2200'MARK, BENCH MARK IS ABOUT 70 YARDS NORTHEAST OF AND ACROSS THE ROAD
 BY2200'FROM A FARMHOUSE, 44.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 BY2200'LINE OF THE ROAD, 13.0 FEET NORTHWEST OF A TWENTY INCH OAK TREE, 9.0
 BY2200'FEET EAST OF THE EAST END OF A BOARD GATE, 1.5 FEET SOUTH OF A FENCE
 BY2200'AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY2200'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 BY2200'ABOVE GROUND.
 BY2200
 BY2200                          STATION RECOVERY (1977)
 BY2200
 BY2200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1814 ***********************************************************************
 BY1814  DESIGNATION -  X 407
 BY1814  PID         -  BY1814
 BY1814  STATE/COUNTY-  TX/HOUSTON
 BY1814  USGS QUAD   -  HAYS SPRING (1964)
 BY1814
 BY1814                         *CURRENT SURVEY CONTROL
 BY1814  ___________________________________________________________________
 BY1814* NAD 83(1986)-  31 22 38.     (N)    095 35 52.     (W)     SCALED    
 BY1814* NAVD 88     -       102.91   (+/-2cm)     337.6    (feet)  VERTCON   
 BY1814  ___________________________________________________________________
 BY1814  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY1814
 BY1814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1814
 BY1814.The horizontal coordinates were scaled from a topographic map and have
 BY1814.an estimated accuracy of +/- 6 seconds.
 BY1814
 BY1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1814.The vertical order pertains to the NGVD 29 superseded value.
 BY1814
 BY1814.The geoid height was determined by GEOID03.
 BY1814
 BY1814;                    North         East    Units  Estimated Accuracy
 BY1814;SPC TX C     - 3,199,210.    1,150,300.      MT  (+/- 180 meters Scaled)
 BY1814
 BY1814                          SUPERSEDED SURVEY CONTROL
 BY1814
 BY1814  NGVD 29 (??/??/92)  102.899  (m)          337.59   (f) ADJ UNCH    2 0
 BY1814
 BY1814.Superseded values are not recommended for survey control.
 BY1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1814.See file dsdata.txt to determine how the superseded data were derived.
 BY1814
 BY1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ529743(NAD 83)
 BY1814_MARKER: DB = BENCH MARK DISK
 BY1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1814_STAMPING: X 407 1947
 BY1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1814+STABILITY: SURFACE MOTION
 BY1814
 BY1814  HISTORY     - Date     Condition        Report By
 BY1814  HISTORY     - 1947     MONUMENTED       CGS
 BY1814
 BY1814                          STATION DESCRIPTION
 BY1814
 BY1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1814'11.5 MI NW FROM CROCKETT.
 BY1814'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1814'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1814'NORTHWESTERLY 9.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWESTERLY
 BY1814'1.8 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS
 BY1814'108.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A YARD FENCE, 54.0
 BY1814'FEET WEST OF THE SOUTHEAST CORNER OF A CORRAL FENCE, 33.0 FEET NORTH
 BY1814'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 26.0 FEET WEST OF
 BY1814'AN EIGHTEEN INCH SYCAMORE TREE, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT
 BY1814'WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BY1814'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0273 ***********************************************************************
 BZ0273  DESIGNATION -  X 408
 BZ0273  PID         -  BZ0273
 BZ0273  STATE/COUNTY-  TX/FREESTONE
 BZ0273  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0273
 BZ0273                         *CURRENT SURVEY CONTROL
 BZ0273  ___________________________________________________________________
 BZ0273* NAD 83(1986)-  31 58 11.     (N)    096 05 27.     (W)     SCALED    
 BZ0273* NAVD 88     -        84.266  (meters)     276.46   (feet)  ADJUSTED  
 BZ0273  ___________________________________________________________________
 BZ0273  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BZ0273  DYNAMIC HT  -          84.167 (meters)     276.14  (feet)  COMP
 BZ0273  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 BZ0273
 BZ0273  VERT ORDER  -  SECOND    CLASS 0
 BZ0273
 BZ0273.The horizontal coordinates were scaled from a topographic map and have
 BZ0273.an estimated accuracy of +/- 6 seconds.
 BZ0273
 BZ0273.The orthometric height was determined by differential leveling
 BZ0273.and adjusted by the National Geodetic Survey in June 1991..
 BZ0273
 BZ0273.The geoid height was determined by GEOID03.
 BZ0273
 BZ0273.The dynamic height is computed by dividing the NAVD 88
 BZ0273.geopotential number by the normal gravity value computed on the
 BZ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0273.degrees latitude (g = 980.6199 gals.).
 BZ0273
 BZ0273.The modeled gravity was interpolated from observed gravity values.
 BZ0273
 BZ0273;                    North         East    Units  Estimated Accuracy
 BZ0273;SPC TX C     - 3,262,970.    1,100,930.      MT  (+/- 180 meters Scaled)
 BZ0273
 BZ0273                          SUPERSEDED SURVEY CONTROL
 BZ0273
 BZ0273  NGVD 29 (??/??/92)   84.266  (m)          276.46   (f) ADJ UNCH    2 0
 BZ0273
 BZ0273.Superseded values are not recommended for survey control.
 BZ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0273.See file dsdata.txt to determine how the superseded data were derived.
 BZ0273
 BZ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA749407(NAD 83)
 BZ0273_MARKER: DB = BENCH MARK DISK
 BZ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0273_STAMPING: X 408 1947
 BZ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0273+STABILITY: SURFACE MOTION
 BZ0273
 BZ0273  HISTORY     - Date     Condition        Report By
 BZ0273  HISTORY     - 1947     MONUMENTED       CGS
 BZ0273
 BZ0273                          STATION DESCRIPTION
 BZ0273
 BZ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0273'6.8 MI W FROM CAYUGA.
 BZ0273'6.8 MILES WEST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 BZ0273'CAYUGA, 0.3 MILE WEST OF A LONG WOODEN BRIDGE, AT THE WEST END OF A
 BZ0273'LONG CURVE, 47.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 10.0 FEET
 BZ0273'WEST OF A FENCE CORNER POST, 2.0 FEET EAST OF A REFERENCE POST, 1.0
 BZ0273'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST
 BZ0273'ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2324 ***********************************************************************
 BY2324  DESIGNATION -  X 409
 BY2324  PID         -  BY2324
 BY2324  STATE/COUNTY-  TX/FREESTONE
 BY2324  USGS QUAD   -  YARD (1982)
 BY2324
 BY2324                         *CURRENT SURVEY CONTROL
 BY2324  ___________________________________________________________________
 BY2324* NAD 83(1986)-  31 46 19.     (N)    095 59 30.     (W)     SCALED    
 BY2324* NAVD 88     -       106.329  (meters)     348.85   (feet)  ADJUSTED  
 BY2324  ___________________________________________________________________
 BY2324  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BY2324  DYNAMIC HT  -         106.202 (meters)     348.43  (feet)  COMP
 BY2324  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 BY2324
 BY2324  VERT ORDER  -  SECOND    CLASS 0
 BY2324
 BY2324.The horizontal coordinates were scaled from a topographic map and have
 BY2324.an estimated accuracy of +/- 6 seconds.
 BY2324
 BY2324.The orthometric height was determined by differential leveling
 BY2324.and adjusted by the National Geodetic Survey in June 1991..
 BY2324
 BY2324.The geoid height was determined by GEOID03.
 BY2324
 BY2324.The dynamic height is computed by dividing the NAVD 88
 BY2324.geopotential number by the normal gravity value computed on the
 BY2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2324.degrees latitude (g = 980.6199 gals.).
 BY2324
 BY2324.The modeled gravity was interpolated from observed gravity values.
 BY2324
 BY2324;                    North         East    Units  Estimated Accuracy
 BY2324;SPC TX C     - 3,241,410.    1,111,150.      MT  (+/- 180 meters Scaled)
 BY2324
 BY2324                          SUPERSEDED SURVEY CONTROL
 BY2324
 BY2324  NGVD 29 (??/??/92)  106.316  (m)          348.81   (f) ADJ UNCH    2 0
 BY2324
 BY2324.Superseded values are not recommended for survey control.
 BY2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2324.See file dsdata.txt to determine how the superseded data were derived.
 BY2324
 BY2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR166190(NAD 83)
 BY2324_MARKER: DB = BENCH MARK DISK
 BY2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2324_STAMPING: X 409 1947
 BY2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2324+STABILITY: SURFACE MOTION
 BY2324
 BY2324  HISTORY     - Date     Condition        Report By
 BY2324  HISTORY     - 1947     MONUMENTED       CGS
 BY2324
 BY2324                          STATION DESCRIPTION
 BY2324
 BY2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2324'18.0 MI NW FROM BUTLER.
 BY2324'2.8 MILES EAST ALONG U.S. HIGHWAY 84 FROM JENKINS STORE AND SERVICE
 BY2324'STATION AT BUTLER, THENCE 15.2 MILES NORTHWEST ALONG A DIRT ROAD TO
 BY2324'THE SITE OF THE MARK, 1.1 MILES NORTHWEST OF THE JUNCTION WITH A DIRT
 BY2324'ROAD LEADING SOUTHWEST TO TURLINGTON, 0.2 MILE SOUTH OF A SHARP TURN
 BY2324'IN THE ROAD, 0.1 MILE SOUTHEAST OF AN IRON PIPE CULVERT, 49 FEET
 BY2324'SOUTHWEST OF AND ACROSS THE ROAD FROM A 24 INCH TRIANGULAR BLAZED OAK
 BY2324'TREE, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 BY2324'SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, 2 FEET SOUTHEAST OF A
 BY2324'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 BY2324'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0026 ***********************************************************************
 AN0026  DESIGNATION -  X 41
 AN0026  PID         -  AN0026
 AN0026  STATE/COUNTY-  TX/MATAGORDA
 AN0026  USGS QUAD   -  FRANCITAS (1995)
 AN0026
 AN0026                         *CURRENT SURVEY CONTROL
 AN0026  ___________________________________________________________________
 AN0026* NAD 83(1986)-  28 51 56.     (N)    096 15 57.     (W)     SCALED    
 AN0026* NAVD 88     -         9.16   (+/-2cm)      30.1    (feet)  VERTCON   
 AN0026  ___________________________________________________________________
 AN0026  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN0026
 AN0026  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0026
 AN0026.The horizontal coordinates were scaled from a topographic map and have
 AN0026.an estimated accuracy of +/- 6 seconds.
 AN0026
 AN0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0026.The vertical order pertains to the NGVD 29 superseded value.
 AN0026
 AN0026.The geoid height was determined by GEOID03.
 AN0026
 AN0026;                    North         East    Units  Estimated Accuracy
 AN0026;SPC TXSC     - 4,117,520.      866,710.      MT  (+/- 180 meters Scaled)
 AN0026
 AN0026                          SUPERSEDED SURVEY CONTROL
 AN0026
 AN0026  NGVD 29 (??/??/92)    9.211  (m)           30.22   (f) ADJ UNCH    1 1
 AN0026
 AN0026.Superseded values are not recommended for survey control.
 AN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0026.See file dsdata.txt to determine how the superseded data were derived.
 AN0026
 AN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS667961(NAD 83)
 AN0026_MARKER: DB = BENCH MARK DISK
 AN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0026_STAMPING: X 41 1918 ELEV. 31.644 FT.
 AN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0026+STABILITY: SURFACE MOTION
 AN0026
 AN0026  HISTORY     - Date     Condition        Report By
 AN0026  HISTORY     - 1918     MONUMENTED       CGS
 AN0026  HISTORY     - 1972     GOOD             NGS
 AN0026  HISTORY     - 1978     GOOD             NGS
 AN0026  HISTORY     - 1991     GOOD             USPSQD
 AN0026
 AN0026                          STATION DESCRIPTION
 AN0026
 AN0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0026'2.95 MI W FROM BLESSING.
 AN0026'2.95 MILES WEST ALONG FARM-TO-MARKET ROAD 616 FROM THE CITY WATER
 AN0026'TOWER AT BLESSING, 0.2 MILE EAST OF THE JUNCTION OF FARM-TO-MARKET
 AN0026'ROAD 458, 52.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 44.4 FEET
 AN0026'SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC RAILROAD, 51.6 FEET
 AN0026'SOUTHWEST OF SEMAPHORE 2618, 49.7 FEET EAST OF A TELEPHONE POLE, 0.8
 AN0026'FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 AN0026'THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 AN0026
 AN0026                          STATION RECOVERY (1978)
 AN0026
 AN0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0026'RECOVERED IN GOOD CONDITION.
 AN0026
 AN0026                          STATION RECOVERY (1991)
 AN0026
 AN0026'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0298 ***********************************************************************
 BZ0298  DESIGNATION -  X 411
 BZ0298  PID         -  BZ0298
 BZ0298  STATE/COUNTY-  TX/FREESTONE
 BZ0298  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0298
 BZ0298                         *CURRENT SURVEY CONTROL
 BZ0298  ___________________________________________________________________
 BZ0298* NAD 83(1986)-  31 51 26.     (N)    096 11 05.     (W)     SCALED    
 BZ0298* NAVD 88     -       113.522  (meters)     372.45   (feet)  ADJUSTED  
 BZ0298  ___________________________________________________________________
 BZ0298  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ0298  DYNAMIC HT  -         113.388 (meters)     372.01  (feet)  COMP
 BZ0298  MODELED GRAV-     979,460.0   (mgal)                       NAVD 88
 BZ0298
 BZ0298  VERT ORDER  -  SECOND    CLASS 0
 BZ0298
 BZ0298.The horizontal coordinates were scaled from a topographic map and have
 BZ0298.an estimated accuracy of +/- 6 seconds.
 BZ0298
 BZ0298.The orthometric height was determined by differential leveling
 BZ0298.and adjusted by the National Geodetic Survey in June 1991..
 BZ0298
 BZ0298.The geoid height was determined by GEOID03.
 BZ0298
 BZ0298.The dynamic height is computed by dividing the NAVD 88
 BZ0298.geopotential number by the normal gravity value computed on the
 BZ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0298.degrees latitude (g = 980.6199 gals.).
 BZ0298
 BZ0298.The modeled gravity was interpolated from observed gravity values.
 BZ0298
 BZ0298;                    North         East    Units  Estimated Accuracy
 BZ0298;SPC TX C     - 3,250,170.    1,092,530.      MT  (+/- 180 meters Scaled)
 BZ0298
 BZ0298                          SUPERSEDED SURVEY CONTROL
 BZ0298
 BZ0298  NGVD 29 (??/??/92)  113.508  (m)          372.40   (f) ADJ UNCH    2 0
 BZ0298
 BZ0298.Superseded values are not recommended for survey control.
 BZ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0298.See file dsdata.txt to determine how the superseded data were derived.
 BZ0298
 BZ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA663280(NAD 83)
 BZ0298_MARKER: DB = BENCH MARK DISK
 BZ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0298_STAMPING: X 411 1947
 BZ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0298+STABILITY: SURFACE MOTION
 BZ0298
 BZ0298  HISTORY     - Date     Condition        Report By
 BZ0298  HISTORY     - 1947     MONUMENTED       CGS
 BZ0298  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0298
 BZ0298                          STATION DESCRIPTION
 BZ0298
 BZ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0298'2.9 MI NE FROM STEWARDS MILL.
 BZ0298'2.9 MILES NORTHEAST ALONG A DIRT ROAD (THE OLD STEWARDS MILL-ST. ELMO
 BZ0298'ROAD) FROM THE CROSS ROADS AT STEWARDS MILL, AT THE JUNCTION OF A
 BZ0298'PRIVATE ROAD LEADING NORTHWEST, 175.0 FEET NORTHEAST OF THE CENTER OF
 BZ0298'A SHARP CURVE, 51.0 FEET SOUTHWEST OF AND ACROSS A PRIVATE ROAD FROM A
 BZ0298'2 1/2-FOOT OAK TREE WHICH IS BEING USED FOR A FENCE CORNER POST, 35.0
 BZ0298'FEET SOUTHWEST OF THE CENTER OF THE PRIVATE ROAD, 23.0 FEET NORTHWEST
 BZ0298'OF THE CENTER OF THE MAIN ROAD, 9.0 FEET SOUTHWEST OF A 1 1/2-FOOT
 BZ0298'LEANING OAK TREE, 2.5 FEET NORTHEAST OF A REFERENCE POST, SET IN A
 BZ0298'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3
 BZ0298'FOOT.
 BZ0298
 BZ0298                          STATION RECOVERY (2002)
 BZ0298
 BZ0298'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0298'RESTRICTED AREA - SOUR GAS FIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1134 ***********************************************************************
 BL1134  DESIGNATION -  X 412
 BL1134  PID         -  BL1134
 BL1134  STATE/COUNTY-  TX/SAN JACINTO
 BL1134  USGS QUAD   -  OAKHURST (1972)
 BL1134
 BL1134                         *CURRENT SURVEY CONTROL
 BL1134  ___________________________________________________________________
 BL1134* NAD 83(1986)-  30 41 12.     (N)    095 15 43.     (W)     SCALED    
 BL1134* NAVD 88     -        86.26   (+/-2cm)     283.0    (feet)  VERTCON   
 BL1134  ___________________________________________________________________
 BL1134  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL1134
 BL1134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1134
 BL1134.The horizontal coordinates were scaled from a topographic map and have
 BL1134.an estimated accuracy of +/- 6 seconds.
 BL1134
 BL1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1134.The vertical order pertains to the NGVD 29 superseded value.
 BL1134
 BL1134.The geoid height was determined by GEOID03.
 BL1134
 BL1134;                    North         East    Units  Estimated Accuracy
 BL1134;SPC TX C     - 3,124,150.    1,185,700.      MT  (+/- 180 meters Scaled)
 BL1134
 BL1134                          SUPERSEDED SURVEY CONTROL
 BL1134
 BL1134  NGVD 29 (??/??/92)   86.269  (m)          283.03   (f) ADJ UNCH    2 0
 BL1134
 BL1134.Superseded values are not recommended for survey control.
 BL1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1134.See file dsdata.txt to determine how the superseded data were derived.
 BL1134
 BL1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP833970(NAD 83)
 BL1134_MARKER: DB = BENCH MARK DISK
 BL1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1134_STAMPING: X 412 1947
 BL1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1134+STABILITY: SURFACE MOTION
 BL1134
 BL1134  HISTORY     - Date     Condition        Report By
 BL1134  HISTORY     - 1947     MONUMENTED       CGS
 BL1134
 BL1134                          STATION DESCRIPTION
 BL1134
 BL1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1134'7.6 MI SE FROM OAKHURST.
 BL1134'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL1134'OAKHURST, THENCE 2.7 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL1134'0.1 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES EAST ALONG A
 BL1134'GRADED DIRT ROAD, 57.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BL1134'WOODEN BRIDGE, 30.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF
 BL1134'THE ROAD, 18.0 FEET WEST OF A FENCE CORNER, 2.0 FEET SOUTH OF A FENCE,
 BL1134'1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BL1134'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1395 ***********************************************************************
 BY1395  DESIGNATION -  X 413
 BY1395  PID         -  BY1395
 BY1395  STATE/COUNTY-  TX/HOUSTON
 BY1395  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1395
 BY1395                         *CURRENT SURVEY CONTROL
 BY1395  ___________________________________________________________________
 BY1395* NAD 83(1986)-  31 08 12.     (N)    095 28 24.     (W)     SCALED    
 BY1395* NAVD 88     -        86.08   (+/-2cm)     282.4    (feet)  VERTCON   
 BY1395  ___________________________________________________________________
 BY1395  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1395
 BY1395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1395
 BY1395.The horizontal coordinates were scaled from a topographic map and have
 BY1395.an estimated accuracy of +/- 6 seconds.
 BY1395
 BY1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1395.The vertical order pertains to the NGVD 29 superseded value.
 BY1395
 BY1395.The geoid height was determined by GEOID03.
 BY1395
 BY1395;                    North         East    Units  Estimated Accuracy
 BY1395;SPC TX C     - 3,173,080.    1,163,290.      MT  (+/- 180 meters Scaled)
 BY1395
 BY1395                          SUPERSEDED SURVEY CONTROL
 BY1395
 BY1395  NGVD 29 (??/??/92)   86.09   (m)          282.4    (f) COMPUTED    2 0
 BY1395
 BY1395.Superseded values are not recommended for survey control.
 BY1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1395.See file dsdata.txt to determine how the superseded data were derived.
 BY1395
 BY1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ641473(NAD 83)
 BY1395_MARKER: DB = BENCH MARK DISK
 BY1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1395_STAMPING: X 413 1947
 BY1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1395+STABILITY: SURFACE MOTION
 BY1395
 BY1395  HISTORY     - Date     Condition        Report By
 BY1395  HISTORY     - 1947     MONUMENTED       CGS
 BY1395  HISTORY     - 1960     MARK NOT FOUND   NGS
 BY1395
 BY1395                          STATION DESCRIPTION
 BY1395
 BY1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1395'2.05 MI W FROM LOVELADY.
 BY1395'0.2 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE INTERNATIONAL AND GREAT
 BY1395'NORTHERN RAILROAD STATION AT LOVELADY, THENCE 1.85 MILES WEST ALONG A
 BY1395'DIRT ROAD, AT THE TOP OF A SMALL HILL, AT THE JUNCTION WITH A PRIVATE
 BY1395'ROAD LEADING NORTH, 41 FEET SOUTHEAST OF A 30 INCH OAK TREE, 32 FEET
 BY1395'NORTH OF THE CENTER OF THE MAIN ROAD, 22 FEET EAST OF THE CENTER OF
 BY1395'THE PRIVATE ROAD, 5 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE, 2 FEET
 BY1395'EAST OF A 4X4 MARKER POST, 1 FOOT ABOVE THE ROAD, SET IN TOP OF A
 BY1395'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BY1395
 BY1395                          STATION RECOVERY (1960)
 BY1395
 BY1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY1395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1396 ***********************************************************************
 BY1396  DESIGNATION -  X 413 RESET 1956
 BY1396  PID         -  BY1396
 BY1396  STATE/COUNTY-  TX/HOUSTON
 BY1396  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1396
 BY1396                         *CURRENT SURVEY CONTROL
 BY1396  ___________________________________________________________________
 BY1396* NAD 83(1986)-  31 08 12.     (N)    095 28 24.     (W)     SCALED    
 BY1396* NAVD 88     -        85.768  (meters)     281.39   (feet)  ADJUSTED  
 BY1396  ___________________________________________________________________
 BY1396  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1396  DYNAMIC HT  -          85.659 (meters)     281.03  (feet)  COMP
 BY1396  MODELED GRAV-     979,376.5   (mgal)                       NAVD 88
 BY1396
 BY1396  VERT ORDER  -  FIRST     CLASS II
 BY1396
 BY1396.The horizontal coordinates were scaled from a topographic map and have
 BY1396.an estimated accuracy of +/- 6 seconds.
 BY1396
 BY1396.The orthometric height was determined by differential leveling
 BY1396.and adjusted by the National Geodetic Survey in June 1991..
 BY1396
 BY1396.The geoid height was determined by GEOID03.
 BY1396
 BY1396.The dynamic height is computed by dividing the NAVD 88
 BY1396.geopotential number by the normal gravity value computed on the
 BY1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1396.degrees latitude (g = 980.6199 gals.).
 BY1396
 BY1396.The modeled gravity was interpolated from observed gravity values.
 BY1396
 BY1396;                    North         East    Units  Estimated Accuracy
 BY1396;SPC TX C     - 3,173,080.    1,163,290.      MT  (+/- 180 meters Scaled)
 BY1396
 BY1396                          SUPERSEDED SURVEY CONTROL
 BY1396
 BY1396.No superseded survey control is available for this station.
 BY1396
 BY1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ641473(NAD 83)
 BY1396_MARKER: DB = BENCH MARK DISK
 BY1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1396_STAMPING: X 413 RESET 1956
 BY1396_PROJECTION: FLUSH
 BY1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1396+STABILITY: SURFACE MOTION
 BY1396
 BY1396  HISTORY     - Date     Condition        Report By
 BY1396  HISTORY     - 1956     MONUMENTED       CGS
 BY1396  HISTORY     - 1960     GOOD             NGS
 BY1396  HISTORY     - 1979     GOOD             NGS
 BY1396
 BY1396                          STATION DESCRIPTION
 BY1396
 BY1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1396'2.15 MI NW FROM LOVELADY.
 BY1396'ABOUT 2.15 MILES NORTHWEST ALONG FARM ROAD 1280 FROM THE MISSOURI
 BY1396'PACIFIC RAILROAD STATION AT LOVELADY, 0.15 MILE SOUTHEAST OF A CURVE
 BY1396'IN THE ROAD, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD, 151 FEET
 BY1396'EAST OF A BRACED POWER POLE, 65 FEET SOUTHWEST OF A 30-INCH OAK TREE,
 BY1396'24 FEET EAST OF THE CENTER OF A GATE ACROSS A PRIVATE ROAD, 1 FOOT
 BY1396'NORTH OF A FENCE AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 BY1396'INCHES.
 BY1396
 BY1396                          STATION RECOVERY (1979)
 BY1396
 BY1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1396'3.5 KM. (2.2 MI.) NORTHWEST ALONG FARM ROAD 1280 FROM THE JUNCTION OF
 BY1396'STATE HIGHWAY 19 IN LOVELADY, 0.25 KM. (0.15 MI.) SOUTHEAST OF A CURVE
 BY1396'IN THE ROAD, 15.2 M. (50.0 FT.) NORTH OF THE CENTERLINE OF THE ROAD,
 BY1396'46.0 M. (151 FT.) EAST OF POWERLINE POLE WITH GUY WIRE, 19.8 M.
 BY1396'(65.0 FT.) SOUTHWEST OF A 1-M. OAK TREE, 7.9 M. (26.0 FT.) EAST OF THE
 BY1396'CENTER OF A METAL GATE AND PRIVATE ROAD LEADING NORTH.
 BY1396'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BY1396'THE MARK IS ABOVE LEVEL WITH THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1761 ***********************************************************************
 BY1761  DESIGNATION -  X 415
 BY1761  PID         -  BY1761
 BY1761  STATE/COUNTY-  TX/LEON
 BY1761  USGS QUAD   -  LAKE LEON (1964)
 BY1761
 BY1761                         *CURRENT SURVEY CONTROL
 BY1761  ___________________________________________________________________
 BY1761* NAD 83(1986)-  31 22 35.     (N)    095 46 16.     (W)     SCALED    
 BY1761* NAVD 88     -        75.14   (+/-2cm)     246.5    (feet)  VERTCON   
 BY1761  ___________________________________________________________________
 BY1761  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY1761
 BY1761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1761
 BY1761.The horizontal coordinates were scaled from a topographic map and have
 BY1761.an estimated accuracy of +/- 6 seconds.
 BY1761
 BY1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1761.The vertical order pertains to the NGVD 29 superseded value.
 BY1761
 BY1761.The geoid height was determined by GEOID03.
 BY1761
 BY1761;                    North         East    Units  Estimated Accuracy
 BY1761;SPC TX C     - 3,198,430.    1,133,830.      MT  (+/- 180 meters Scaled)
 BY1761
 BY1761                          SUPERSEDED SURVEY CONTROL
 BY1761
 BY1761  NGVD 29 (??/??/92)   75.126  (m)          246.48   (f) ADJ UNCH    2 0
 BY1761
 BY1761.Superseded values are not recommended for survey control.
 BY1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1761.See file dsdata.txt to determine how the superseded data were derived.
 BY1761
 BY1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ364746(NAD 83)
 BY1761_MARKER: DB = BENCH MARK DISK
 BY1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1761_STAMPING: X 415 1947
 BY1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1761+STABILITY: SURFACE MOTION
 BY1761
 BY1761  HISTORY     - Date     Condition        Report By
 BY1761  HISTORY     - 1947     MONUMENTED       CGS
 BY1761  HISTORY     - 1964     GOOD             USGS
 BY1761
 BY1761                          STATION DESCRIPTION
 BY1761
 BY1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1761'3.0 MI SE FROM NINEVEH.
 BY1761'TO REACH FROM THE POST OFFICE AT NINEVEH GO SOUTHEAST 3.0 MILES ALONG
 BY1761'A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A T INTERSECTION,
 BY1761'31.4 FEET SOUTHEAST OF A FOURTEEN INCH PINE TREE, 28.0 FEET NORTH OF
 BY1761'AND ABOUT LEVEL WITH THE CENTER LINE OF THE EAST-WEST ROAD, 7.5 FEET
 BY1761'WEST OF THE EXTENDED CENTER LINE OF THE ROAD LEADING SOUTH, 3.6 FEET
 BY1761'NORTH OF A FENCE AND 1.5 FEET EAST OF A 4X4 IN. MARKER POST. A BRONZE
 BY1761'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1761'1 INCH ABOVE GROUND.
 BY1761
 BY1761                          STATION RECOVERY (1964)
 BY1761
 BY1761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1697 ***********************************************************************
 BL1697  DESIGNATION -  X 416
 BL1697  PID         -  BL1697
 BL1697  STATE/COUNTY-  TX/MADISON
 BL1697  USGS QUAD   -  MADISONVILLE (1963)
 BL1697
 BL1697                         *CURRENT SURVEY CONTROL
 BL1697  ___________________________________________________________________
 BL1697* NAD 83(1986)-  30 59 28.     (N)    095 55 11.     (W)     SCALED    
 BL1697* NAVD 88     -        91.43   (+/-2cm)     300.0    (feet)  VERTCON   
 BL1697  ___________________________________________________________________
 BL1697  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BL1697
 BL1697  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1697
 BL1697.The horizontal coordinates were scaled from a topographic map and have
 BL1697.an estimated accuracy of +/- 6 seconds.
 BL1697
 BL1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1697.The vertical order pertains to the NGVD 29 superseded value.
 BL1697
 BL1697.The geoid height was determined by GEOID03.
 BL1697
 BL1697;                    North         East    Units  Estimated Accuracy
 BL1697;SPC TX C     - 3,155,180.    1,121,400.      MT  (+/- 180 meters Scaled)
 BL1697
 BL1697                          SUPERSEDED SURVEY CONTROL
 BL1697
 BL1697  NGVD 29 (??/??/92)   91.42   (m)          299.9    (f) COMPUTED    2 0
 BL1697
 BL1697.Superseded values are not recommended for survey control.
 BL1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1697.See file dsdata.txt to determine how the superseded data were derived.
 BL1697
 BL1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ211322(NAD 83)
 BL1697_MARKER: DB = BENCH MARK DISK
 BL1697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1697_SP_SET: CULVERT
 BL1697_STAMPING: X 416 1947
 BL1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1697
 BL1697  HISTORY     - Date     Condition        Report By
 BL1697  HISTORY     - 1947     MONUMENTED       CGS
 BL1697  HISTORY     - 1955     GOOD             NGS
 BL1697  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1697
 BL1697                          STATION DESCRIPTION
 BL1697
 BL1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1697'2.9 MI N FROM MADISONVILLE.
 BL1697'ABOUT 2.9 MILES NORTH ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1697'HIGH SCHOOL AT MADISONVILLE, ABOUT 45 YARDS NORTH OF A FARM DRIVE
 BL1697'LEADING EAST, 18.0 FEET EAST OF AND ABOUT 1.0 FOOT HIGHER THAN THE
 BL1697'CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTH END OF THE EAST
 BL1697'HEADWALL OF A 6 X 6 FT. CONCRETE CULVERT.  A BRONZE BENCH MARK DISK
 BL1697'SET IN A DRILL HOLE IN CONCRETE.
 BL1697
 BL1697                          STATION RECOVERY (1955)
 BL1697
 BL1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 BL1697'RECOVERED IN GOOD CONDITION.
 BL1697
 BL1697                          STATION RECOVERY (1996)
 BL1697
 BL1697'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1698 ***********************************************************************
 BL1698  DESIGNATION -  X 416 RESET 1955
 BL1698  PID         -  BL1698
 BL1698  STATE/COUNTY-  TX/MADISON
 BL1698  USGS QUAD   -  MADISONVILLE (1963)
 BL1698
 BL1698                         *CURRENT SURVEY CONTROL
 BL1698  ___________________________________________________________________
 BL1698* NAD 83(1986)-  30 59 29.     (N)    095 55 11.     (W)     SCALED    
 BL1698* NAVD 88     -        91.88   (+/-2cm)     301.4    (feet)  VERTCON   
 BL1698  ___________________________________________________________________
 BL1698  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BL1698
 BL1698  VERT ORDER  -  THIRD (See Below)
 BL1698
 BL1698.The horizontal coordinates were scaled from a topographic map and have
 BL1698.an estimated accuracy of +/- 6 seconds.
 BL1698
 BL1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1698.The vertical order pertains to the NGVD 29 superseded value.
 BL1698
 BL1698.The geoid height was determined by GEOID03.
 BL1698
 BL1698;                    North         East    Units  Estimated Accuracy
 BL1698;SPC TX C     - 3,155,210.    1,121,400.      MT  (+/- 180 meters Scaled)
 BL1698
 BL1698                          SUPERSEDED SURVEY CONTROL
 BL1698
 BL1698  NGVD 29 (??/??/??)   91.87   (m)          301.4    (f) RESET       3  
 BL1698
 BL1698.Superseded values are not recommended for survey control.
 BL1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1698.See file dsdata.txt to determine how the superseded data were derived.
 BL1698
 BL1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ211323(NAD 83)
 BL1698_MARKER: DB = BENCH MARK DISK
 BL1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1698_STAMPING: X 416 RESET 1955
 BL1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1698+STABILITY: SURFACE MOTION
 BL1698
 BL1698  HISTORY     - Date     Condition        Report By
 BL1698  HISTORY     - 1955     MONUMENTED       CGS
 BL1698  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1698
 BL1698                          STATION DESCRIPTION
 BL1698
 BL1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BL1698'2.9 MI N FROM MADISONVILLE.
 BL1698'ABOUT 2.9 MILES NORTH ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1698'HIGH SCHOOL IN MADISONVILLE, ABOUT 50 YARDS EAST OF THE APPROXIAMTE
 BL1698'CENTERLINE OF THE HIGHWAY, 50 YARDS NORTHWEST OF A WHITE HOUSE, 22
 BL1698'FEET NORTH OF THE ENTRANCE ROAD TO THE FARM HOUSE AND ABOUT 8 FEET
 BL1698'SOUTH OF THE FENCE.  IT IS ABOUT 75 YARDS SOUTHEAST OF A CONCRETE
 BL1698'CULVERT AND 12 FEET SOUTHWEST OF A 20 INCH OAK TREE.  A STANDARD DISK
 BL1698'STAMPED X 416 RESET 1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS
 BL1698'ABOUT 4 INCHES.
 BL1698
 BL1698                          STATION RECOVERY (1996)
 BL1698
 BL1698'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1755 ***********************************************************************
 BY1755  DESIGNATION -  X 417 RESET 1970
 BY1755  PID         -  BY1755
 BY1755  STATE/COUNTY-  TX/LEON
 BY1755  USGS QUAD   -  EUNICE (1964)
 BY1755
 BY1755                         *CURRENT SURVEY CONTROL
 BY1755  ___________________________________________________________________
 BY1755* NAD 83(1986)-  31 22 10.     (N)    095 50 32.     (W)     SCALED    
 BY1755* NAVD 88     -       124.11   (+/-2cm)     407.2    (feet)  VERTCON   
 BY1755  ___________________________________________________________________
 BY1755  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY1755
 BY1755  VERT ORDER  -  THIRD (See Below)
 BY1755
 BY1755.The horizontal coordinates were scaled from a topographic map and have
 BY1755.an estimated accuracy of +/- 6 seconds.
 BY1755
 BY1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1755.The vertical order pertains to the NGVD 29 superseded value.
 BY1755
 BY1755.The geoid height was determined by GEOID03.
 BY1755
 BY1755;                    North         East    Units  Estimated Accuracy
 BY1755;SPC TX C     - 3,197,390.    1,127,100.      MT  (+/- 180 meters Scaled)
 BY1755
 BY1755                          SUPERSEDED SURVEY CONTROL
 BY1755
 BY1755  NGVD 29 (01/29/03)  124.08   (m)          407.1    (f) RESET       3  
 BY1755
 BY1755.Superseded values are not recommended for survey control.
 BY1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1755.See file dsdata.txt to determine how the superseded data were derived.
 BY1755
 BY1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ296740(NAD 83)
 BY1755_MARKER: DB = BENCH MARK DISK
 BY1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1755_STAMPING: X 417 RESET 1970
 BY1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1755+STABILITY: SURFACE MOTION
 BY1755
 BY1755  HISTORY     - Date     Condition        Report By
 BY1755  HISTORY     - 1970     MONUMENTED       NGS
 BY1755
 BY1755                          STATION DESCRIPTION
 BY1755
 BY1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BY1755'17.8 MI SE FROM BUFFALO.
 BY1755'ABOUT 4.5 MILES SOUTH ALONG U. S. HIGHWAY 75 FROM ITS JUNCTION WITH U.
 BY1755'S. HIGHWAY 79 IN BUFFALO, THENCE 7.2 MILES SOUTHEAST ALONG FM HIGHWAY
 BY1755'1511, TO FM HIGHWAY 831, THENCE SOUTH ALONG FM HIGHWAY 1511 TO A ROAD
 BY1755'FORK AND SITE OF BENCH MARK, 84 FEET EAST OF FM HIGHWAY 1511 CENTER
 BY1755'LINE, 82 FEET NORTH OF A POWER LINE POLE, 15 FEET EAST OF THE OVER
 BY1755'HEAD POWER LINE, AND 1 FOOT SOUTH OF A METAL WITNESS POST. A STANDARD
 BY1755'C AND GS DISK SET IN A 10X10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES
 BY1755'ABOVE GROUND.  THE BENCH MARK IS AT TEXAS HIGHWAY RIGHT-OF-WAY STATION
 BY1755'1 + 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1698 ***********************************************************************
 BY1698  DESIGNATION -  X 418
 BY1698  PID         -  BY1698
 BY1698  STATE/COUNTY-  TX/LEON
 BY1698  USGS QUAD   -  CENTERVILLE (1964)
 BY1698
 BY1698                         *CURRENT SURVEY CONTROL
 BY1698  ___________________________________________________________________
 BY1698* NAD 83(1986)-  31 17 32.     (N)    095 59 24.     (W)     SCALED    
 BY1698* NAVD 88     -       114.74   (+/-2cm)     376.4    (feet)  VERTCON   
 BY1698  ___________________________________________________________________
 BY1698  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1698
 BY1698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1698
 BY1698.The horizontal coordinates were scaled from a topographic map and have
 BY1698.an estimated accuracy of +/- 6 seconds.
 BY1698
 BY1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1698.The vertical order pertains to the NGVD 29 superseded value.
 BY1698
 BY1698.The geoid height was determined by GEOID03.
 BY1698
 BY1698;                    North         East    Units  Estimated Accuracy
 BY1698;SPC TX C     - 3,188,270.    1,113,390.      MT  (+/- 180 meters Scaled)
 BY1698
 BY1698                          SUPERSEDED SURVEY CONTROL
 BY1698
 BY1698  NGVD 29 (??/??/92)  114.720  (m)          376.38   (f) ADJ UNCH    2 0
 BY1698
 BY1698.Superseded values are not recommended for survey control.
 BY1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1698.See file dsdata.txt to determine how the superseded data were derived.
 BY1698
 BY1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ153658(NAD 83)
 BY1698_MARKER: DB = BENCH MARK DISK
 BY1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1698_STAMPING: X 418 1947
 BY1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1698+STABILITY: SURFACE MOTION
 BY1698
 BY1698  HISTORY     - Date     Condition        Report By
 BY1698  HISTORY     - 1947     MONUMENTED       CGS
 BY1698
 BY1698                          STATION DESCRIPTION
 BY1698
 BY1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1698'2.5 MI N FROM CENTERVILLE.
 BY1698'ABOUT 2.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE
 BY1698'AT CENTERVILLE, 198.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRICK
 BY1698'FARMHOUSE, 53.3 FEET EAST OF AND ABOUT 5.0 FEET HIGHER THAN THE CENTER
 BY1698'LINE OF THE HIGHWAY, 12.4 FEET WEST OF A SIXTEEN INCH OAK TREE, 10.2
 BY1698'FEET NORTH OF A FENCE CORNER AND 1.5 FEET SOUTH OF A 4 X 4 IN. MARKER
 BY1698'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1698'WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1870 ***********************************************************************
 BY1870  DESIGNATION -  X 419
 BY1870  PID         -  BY1870
 BY1870  STATE/COUNTY-  TX/LEON
 BY1870  USGS QUAD   -  MIDDLETON (1972)
 BY1870
 BY1870                         *CURRENT SURVEY CONTROL
 BY1870  ___________________________________________________________________
 BY1870* NAD 83(1986)-  31 13 58.     (N)    095 45 11.     (W)     SCALED    
 BY1870* NAVD 88     -        52.59   (+/-2cm)     172.5    (feet)  VERTCON   
 BY1870  ___________________________________________________________________
 BY1870  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY1870
 BY1870  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1870
 BY1870.The horizontal coordinates were scaled from a topographic map and have
 BY1870.an estimated accuracy of +/- 6 seconds.
 BY1870
 BY1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1870.The vertical order pertains to the NGVD 29 superseded value.
 BY1870
 BY1870.The geoid height was determined by GEOID03.
 BY1870
 BY1870;                    North         East    Units  Estimated Accuracy
 BY1870;SPC TX C     - 3,182,590.    1,136,200.      MT  (+/- 180 meters Scaled)
 BY1870
 BY1870                          SUPERSEDED SURVEY CONTROL
 BY1870
 BY1870  NGVD 29 (??/??/92)   52.585  (m)          172.52   (f) ADJ UNCH    2 0
 BY1870
 BY1870.Superseded values are not recommended for survey control.
 BY1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1870.See file dsdata.txt to determine how the superseded data were derived.
 BY1870
 BY1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ377586(NAD 83)
 BY1870_MARKER: DB = BENCH MARK DISK
 BY1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1870_STAMPING: X 419 1947
 BY1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1870+STABILITY: SURFACE MOTION
 BY1870
 BY1870  HISTORY     - Date     Condition        Report By
 BY1870  HISTORY     - 1947     MONUMENTED       CGS
 BY1870
 BY1870                          STATION DESCRIPTION
 BY1870
 BY1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1870'9.2 MI NE FROM MIDDLETON.
 BY1870'TO REACH FROM THE POST OFFICE AT MIDDLETON GO EAST 1.1 MILES ALONG A
 BY1870'GRADED DIRT ROAD, THENCE NORTH 3.5 MILES ALONG A GRADED DIRT ROAD,
 BY1870'THENCE EAST 4.6 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 BY1870'MARK IS ABOUT 86 YARDS WEST OF A WOODEN BRIDGE, 62.0 FEET WEST OF THE
 BY1870'CENTER LINE OF A FIELD DRIVE LEADING NORTH, 29.0 FEET NORTH OF AND
 BY1870'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 17.5 FEET SOUTHEAST OF A
 BY1870'TEN INCH ELM TREE, 9.0 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4
 BY1870'X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1870'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0486 ***********************************************************************
 BZ0486  DESIGNATION -  X 420
 BZ0486  PID         -  BZ0486
 BZ0486  STATE/COUNTY-  TX/MADISON
 BZ0486  USGS QUAD   -  NORMANGEE (1982)
 BZ0486
 BZ0486                         *CURRENT SURVEY CONTROL
 BZ0486  ___________________________________________________________________
 BZ0486* NAD 83(1986)-  31 01 56.     (N)    096 06 22.     (W)     SCALED    
 BZ0486* NAVD 88     -       109.34   (+/-2cm)     358.7    (feet)  VERTCON   
 BZ0486  ___________________________________________________________________
 BZ0486  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BZ0486
 BZ0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0486
 BZ0486.The horizontal coordinates were scaled from a topographic map and have
 BZ0486.an estimated accuracy of +/- 6 seconds.
 BZ0486
 BZ0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0486.The vertical order pertains to the NGVD 29 superseded value.
 BZ0486
 BZ0486.The geoid height was determined by GEOID03.
 BZ0486
 BZ0486;                    North         East    Units  Estimated Accuracy
 BZ0486;SPC TX C     - 3,159,050.    1,103,440.      MT  (+/- 180 meters Scaled)
 BZ0486
 BZ0486                          SUPERSEDED SURVEY CONTROL
 BZ0486
 BZ0486  NGVD 29 (??/??/92)  109.313  (m)          358.64   (f) ADJ UNCH    2 0
 BZ0486
 BZ0486.Superseded values are not recommended for survey control.
 BZ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0486.See file dsdata.txt to determine how the superseded data were derived.
 BZ0486
 BZ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV762367(NAD 83)
 BZ0486_MARKER: DB = BENCH MARK DISK
 BZ0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0486_SP_SET: BRIDGE ABUTMENT
 BZ0486_STAMPING: X 420 1947
 BZ0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0486
 BZ0486  HISTORY     - Date     Condition        Report By
 BZ0486  HISTORY     - 1947     MONUMENTED       CGS
 BZ0486
 BZ0486                          STATION DESCRIPTION
 BZ0486
 BZ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0486'0.6 MI NE FROM NORMANGEE.
 BZ0486'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE BURLINGTON-ROCK ISLAND
 BZ0486'RAILROAD STATION AT NORMANGEE, THENCE 0.3 MILE NORTHEAST ALONG STATE
 BZ0486'OSR HIGHWAY TO THE SITE OF THE MARK, 13 FEET SOUTHEAST OF AND ABOUT
 BZ0486'LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  A BRONZE DISK SET IN THE
 BZ0486'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF A
 BZ0486'BRIDGE OVER CANEY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0257 ***********************************************************************
 BZ0257  DESIGNATION -  X 421 RESET 1952
 BZ0257  PID         -  BZ0257
 BZ0257  STATE/COUNTY-  TX/FREESTONE
 BZ0257  USGS QUAD   -  WINKLER (1982)
 BZ0257
 BZ0257                         *CURRENT SURVEY CONTROL
 BZ0257  ___________________________________________________________________
 BZ0257* NAD 83(1986)-  31 56 27.     (N)    096 09 28.     (W)     SCALED    
 BZ0257* NAVD 88     -       116.75   (+/-2cm)     383.0    (feet)  VERTCON   
 BZ0257  ___________________________________________________________________
 BZ0257  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0257
 BZ0257  VERT ORDER  -  THIRD (See Below)
 BZ0257
 BZ0257.The horizontal coordinates were scaled from a topographic map and have
 BZ0257.an estimated accuracy of +/- 6 seconds.
 BZ0257
 BZ0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0257.The vertical order pertains to the NGVD 29 superseded value.
 BZ0257
 BZ0257.The geoid height was determined by GEOID03.
 BZ0257
 BZ0257;                    North         East    Units  Estimated Accuracy
 BZ0257;SPC TX C     - 3,259,530.    1,094,730.      MT  (+/- 180 meters Scaled)
 BZ0257
 BZ0257                          SUPERSEDED SURVEY CONTROL
 BZ0257
 BZ0257  NGVD 29 (??/??/??)  116.74   (m)          383.0    (f) RESET       3  
 BZ0257
 BZ0257.Superseded values are not recommended for survey control.
 BZ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0257.See file dsdata.txt to determine how the superseded data were derived.
 BZ0257
 BZ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA686374(NAD 83)
 BZ0257_MARKER: DB = BENCH MARK DISK
 BZ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0257_STAMPING: X 421 RESET 1952
 BZ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0257+STABILITY: SURFACE MOTION
 BZ0257
 BZ0257  HISTORY     - Date     Condition        Report By
 BZ0257  HISTORY     - 1952     MONUMENTED       CGS
 BZ0257  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0257
 BZ0257                          STATION DESCRIPTION
 BZ0257
 BZ0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0257'3.0 MI E FROM WINKLER.
 BZ0257'A STANDARD DISK STAMPED X 421 RESET 1952 SET IN A CONCRETE MONUMENT
 BZ0257'WHICH PROJECTS ABOUT 3 INCHES, ABOUT 4 FEET NORTH OF THE NORTH
 BZ0257'RIGHT-OF-WAY LINE OF F.M. ROAD 1695, 6 FEET EAST OF A 30 INCH OAK
 BZ0257'TREE, ABOUT 30 FEET SOUTHEAST OF A SMALL WHITE HOUSE AND 3 FEET WEST
 BZ0257'OF A 4X4 WITNESS POST.  IT IS AT THE TOP OF A PROMINENT DIVIDE.  TO
 BZ0257'REACH FROM THE VILLAGE OF WINKLER.  GO NORTH AND EAST ON F.M. ROAD
 BZ0257'1695 ABOUT 3 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  NOTE-- THE
 BZ0257'ROAD WAS UNDER CONSTRUCTION AT THE TIME THE MARK WAS SET AND AN EXACT
 BZ0257'MILEAGE COULD NOT BE RUN.
 BZ0257
 BZ0257                          STATION RECOVERY (2002)
 BZ0257
 BZ0257'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0199 ***********************************************************************
 BZ0199  DESIGNATION -  X 422
 BZ0199  PID         -  BZ0199
 BZ0199  STATE/COUNTY-  TX/FREESTONE
 BZ0199  USGS QUAD   -  KIRVIN (1982)
 BZ0199
 BZ0199                         *CURRENT SURVEY CONTROL
 BZ0199  ___________________________________________________________________
 BZ0199* NAD 83(1986)-  31 51 25.     (N)    096 18 04.     (W)     SCALED    
 BZ0199* NAVD 88     -       108.387  (meters)     355.60   (feet)  ADJUSTED  
 BZ0199  ___________________________________________________________________
 BZ0199  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ0199  DYNAMIC HT  -         108.260 (meters)     355.18  (feet)  COMP
 BZ0199  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 BZ0199
 BZ0199  VERT ORDER  -  SECOND    CLASS 0
 BZ0199
 BZ0199.The horizontal coordinates were scaled from a topographic map and have
 BZ0199.an estimated accuracy of +/- 6 seconds.
 BZ0199
 BZ0199.The orthometric height was determined by differential leveling
 BZ0199.and adjusted by the National Geodetic Survey in June 1991..
 BZ0199
 BZ0199.The geoid height was determined by GEOID03.
 BZ0199
 BZ0199.The dynamic height is computed by dividing the NAVD 88
 BZ0199.geopotential number by the normal gravity value computed on the
 BZ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0199.degrees latitude (g = 980.6199 gals.).
 BZ0199
 BZ0199.The modeled gravity was interpolated from observed gravity values.
 BZ0199
 BZ0199;                    North         East    Units  Estimated Accuracy
 BZ0199;SPC TX C     - 3,249,730.    1,081,520.      MT  (+/- 180 meters Scaled)
 BZ0199
 BZ0199                          SUPERSEDED SURVEY CONTROL
 BZ0199
 BZ0199  NGVD 29 (??/??/92)  108.375  (m)          355.56   (f) ADJ UNCH    2 0
 BZ0199
 BZ0199.Superseded values are not recommended for survey control.
 BZ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0199.See file dsdata.txt to determine how the superseded data were derived.
 BZ0199
 BZ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA553277(NAD 83)
 BZ0199_MARKER: DB = BENCH MARK DISK
 BZ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0199_STAMPING: X 422 1947
 BZ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0199+STABILITY: SURFACE MOTION
 BZ0199
 BZ0199  HISTORY     - Date     Condition        Report By
 BZ0199  HISTORY     - 1947     MONUMENTED       CGS
 BZ0199
 BZ0199                          STATION DESCRIPTION
 BZ0199
 BZ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0199'2.2 MI SE FROM STREETMAN.
 BZ0199'TO REACH FROM THE RAILWAY STATION AT STREETMAN, GO 0.4 OF A MILE EAST
 BZ0199'ALONG A GRAVELED STREET TO U. S. HIGHWAY 75, THENCE 1.8 MILES
 BZ0199'SOUTHEAST ALONG U. S. HIGHWAY 75 TO THE SITE OF THE BENCH MARK.  THE
 BZ0199'MARK IS 242 YARDS NORTHWEST OF THE NORTHWEST END OF A ROADSIDE PARK,
 BZ0199'48 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 15
 BZ0199'FEET EAST OF A POWER LINE POLE, 2 FEET NORTH OF A FENCE, AND 2 FEET
 BZ0199'NORTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 BZ0199'CONCRETE POST AND PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0266 ***********************************************************************
 GL0266  DESIGNATION -  X 423
 GL0266  PID         -  GL0266
 GL0266  STATE/COUNTY-  TX/DALLAM
 GL0266  USGS QUAD   -  CORLENA (1973)
 GL0266
 GL0266                         *CURRENT SURVEY CONTROL
 GL0266  ___________________________________________________________________
 GL0266* NAD 83(1986)-  36 18 49.     (N)    102 55 42.     (W)     SCALED    
 GL0266* NAVD 88     -      1370.435  (meters)    4496.17   (feet)  ADJUSTED  
 GL0266  ___________________________________________________________________
 GL0266  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 GL0266  DYNAMIC HT  -        1368.838 (meters)    4490.93  (feet)  COMP
 GL0266  MODELED GRAV-     979,418.8   (mgal)                       NAVD 88
 GL0266
 GL0266  VERT ORDER  -  FIRST     CLASS II
 GL0266
 GL0266.The horizontal coordinates were scaled from a topographic map and have
 GL0266.an estimated accuracy of +/- 6 seconds.
 GL0266
 GL0266.The orthometric height was determined by differential leveling
 GL0266.and adjusted by the National Geodetic Survey in June 1991..
 GL0266
 GL0266.The geoid height was determined by GEOID03.
 GL0266
 GL0266.The dynamic height is computed by dividing the NAVD 88
 GL0266.geopotential number by the normal gravity value computed on the
 GL0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0266.degrees latitude (g = 980.6199 gals.).
 GL0266
 GL0266.The modeled gravity was interpolated from observed gravity values.
 GL0266
 GL0266;                    North         East    Units  Estimated Accuracy
 GL0266;SPC TX N     - 1,257,600.       71,730.      MT  (+/- 180 meters Scaled)
 GL0266
 GL0266                          SUPERSEDED SURVEY CONTROL
 GL0266
 GL0266  NGVD 29 (??/??/92) 1369.78   (m)         4494.0    (f) COMPUTED    1 2
 GL0266
 GL0266.Superseded values are not recommended for survey control.
 GL0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0266.See file dsdata.txt to determine how the superseded data were derived.
 GL0266
 GL0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA859207(NAD 83)
 GL0266_MARKER: DB = BENCH MARK DISK
 GL0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0266_STAMPING: X 423 1955
 GL0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0266+STABILITY: SURFACE MOTION
 GL0266
 GL0266  HISTORY     - Date     Condition        Report By
 GL0266  HISTORY     - 1955     MONUMENTED       CGS
 GL0266  HISTORY     - 1956     GOOD             NGS
 GL0266  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 GL0266
 GL0266                          STATION DESCRIPTION
 GL0266
 GL0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0266'4.4 MI NW FROM PERICO.
 GL0266'4.4 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0266'THE STATION SIGN AT PERICO, 101.8 FEET EAST OF MILEPOST 446, 101 FEET
 GL0266'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 87, 46.7 FEET NORTHEAST
 GL0266'OF THE NORTHEAST RAIL, 3.4 FEET WEST OF A TELEPHONE POLE, 2.1 FEET
 GL0266'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0266'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GL0266
 GL0266                          STATION RECOVERY (1956)
 GL0266
 GL0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GL0266'RECOVERED IN GOOD CONDITION.
 GL0266
 GL0266                          STATION RECOVERY (2004)
 GL0266
 GL0266'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0053 ***********************************************************************
 EN0053  DESIGNATION -  X 425
 EN0053  PID         -  EN0053
 EN0053  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0053  USGS QUAD   -  WELLINGTON (1982)
 EN0053
 EN0053                         *CURRENT SURVEY CONTROL
 EN0053  ___________________________________________________________________
 EN0053* NAD 83(1986)-  34 51 50.     (N)    100 10 08.     (W)     SCALED    
 EN0053* NAVD 88     -       605.236  (meters)    1985.68   (feet)  POSTED    
 EN0053  ___________________________________________________________________
 EN0053  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EN0053  DYNAMIC HT  -         604.560 (meters)    1983.46  (feet)  COMP
 EN0053  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 EN0053
 EN0053  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0053
 EN0053.The horizontal coordinates were scaled from a topographic map and have
 EN0053.an estimated accuracy of +/- 6 seconds.
 EN0053
 EN0053.The orthometric height was determined by differential leveling
 EN0053.and adjusted by the National Geodetic Survey in 1992..
 EN0053.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0053.rate of 1.1 thru 2.0 mm/km.
 EN0053
 EN0053.The geoid height was determined by GEOID03.
 EN0053
 EN0053.The dynamic height is computed by dividing the NAVD 88
 EN0053.geopotential number by the normal gravity value computed on the
 EN0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0053.degrees latitude (g = 980.6199 gals.).
 EN0053
 EN0053.The modeled gravity was interpolated from observed gravity values.
 EN0053
 EN0053;                    North         East    Units  Estimated Accuracy
 EN0053;SPC TX N     - 1,096,660.      321,710.      MT  (+/- 180 meters Scaled)
 EN0053
 EN0053                          SUPERSEDED SURVEY CONTROL
 EN0053
 EN0053  NGVD 29 (??/??/92)  604.932  (m)         1984.68   (f) ADJ UNCH    2 0
 EN0053
 EN0053.Superseded values are not recommended for survey control.
 EN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0053.See file dsdata.txt to determine how the superseded data were derived.
 EN0053
 EN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD931585(NAD 83)
 EN0053_MARKER: DB = BENCH MARK DISK
 EN0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0053_STAMPING: X 425 1934
 EN0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0053+STABILITY: SURFACE MOTION
 EN0053
 EN0053  HISTORY     - Date     Condition        Report By
 EN0053  HISTORY     - 1934     MONUMENTED       CGS
 EN0053  HISTORY     - 1964     MARK NOT FOUND   USGS
 EN0053
 EN0053                          STATION DESCRIPTION
 EN0053
 EN0053'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EN0053'2.8 MI E FROM WELLINGTON.
 EN0053'2.8 MILES EAST ALONG OLD STATE HIGHWAY 52 FROM THE COUNTY COURTHOUSE
 EN0053'AT WELLINGTON, COLLINGSWORTH COUNTY, 68 FEET NORTHWEST OF A BRIDGE, AT
 EN0053'THE JUNCTION OF A ROAD LEADING NORTH, 50 FEET WEST OF THE CENTERLINE
 EN0053'OF THE ROAD, 4 FEET NORTHWEST OF A POLE, AND SET IN THE TOP OF A
 EN0053'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0018 ***********************************************************************
 EN0018  DESIGNATION -  X 426
 EN0018  PID         -  EN0018
 EN0018  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0018  USGS QUAD   -  WELLINGTON NW (1982)
 EN0018
 EN0018                         *CURRENT SURVEY CONTROL
 EN0018  ___________________________________________________________________
 EN0018* NAD 83(1986)-  34 55 52.     (N)    100 12 50.     (W)     SCALED    
 EN0018* NAVD 88     -       648.541  (meters)    2127.75   (feet)  ADJUSTED  
 EN0018  ___________________________________________________________________
 EN0018  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EN0018  DYNAMIC HT  -         647.824 (meters)    2125.40  (feet)  COMP
 EN0018  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 EN0018
 EN0018  VERT ORDER  -  SECOND    CLASS 0
 EN0018
 EN0018.The horizontal coordinates were scaled from a topographic map and have
 EN0018.an estimated accuracy of +/- 6 seconds.
 EN0018
 EN0018.The orthometric height was determined by differential leveling
 EN0018.and adjusted by the National Geodetic Survey in June 1991..
 EN0018
 EN0018.The geoid height was determined by GEOID03.
 EN0018
 EN0018.The dynamic height is computed by dividing the NAVD 88
 EN0018.geopotential number by the normal gravity value computed on the
 EN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0018.degrees latitude (g = 980.6199 gals.).
 EN0018
 EN0018.The modeled gravity was interpolated from observed gravity values.
 EN0018
 EN0018;                    North         East    Units  Estimated Accuracy
 EN0018;SPC TX N     - 1,104,060.      317,500.      MT  (+/- 180 meters Scaled)
 EN0018
 EN0018                          SUPERSEDED SURVEY CONTROL
 EN0018
 EN0018  NGVD 29 (??/??/92)  648.229  (m)         2126.73   (f) ADJ UNCH    2 0
 EN0018
 EN0018.Superseded values are not recommended for survey control.
 EN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0018.See file dsdata.txt to determine how the superseded data were derived.
 EN0018
 EN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD891660(NAD 83)
 EN0018_MARKER: DB = BENCH MARK DISK
 EN0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0018_STAMPING: X-426 1934
 EN0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0018+STABILITY: SURFACE MOTION
 EN0018
 EN0018  HISTORY     - Date     Condition        Report By
 EN0018  HISTORY     - 1934     MONUMENTED       CGS
 EN0018  HISTORY     - 1959     GOOD             NGS
 EN0018
 EN0018                          STATION DESCRIPTION
 EN0018
 EN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0018'5.8 MI N FROM WELLINGTON.
 EN0018'5.8 MI. N. OF ALONG U.S. NO. 83.  6.4 MI. S. OF LUTIE 50 FT. S. OF
 EN0018'EDGE OF CLEARING, 60 YDS. S. OF CONC. CULVERT, 52 FT. E. OF CENTER
 EN0018'LINE OF HWY., AND 1 FT. E. OF FENCE LINE.
 EN0018
 EN0018                          STATION RECOVERY (1959)
 EN0018
 EN0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EN0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0894 ***********************************************************************
 FL0894  DESIGNATION -  X 427
 FL0894  PID         -  FL0894
 FL0894  STATE/COUNTY-  TX/ARMSTRONG
 FL0894  USGS QUAD   -  CLAUDE (1983)
 FL0894
 FL0894                         *CURRENT SURVEY CONTROL
 FL0894  ___________________________________________________________________
 FL0894* NAD 83(1986)-  35 05 57.     (N)    101 19 35.     (W)     SCALED    
 FL0894* NAVD 88     -      1029.040  (meters)    3376.11   (feet)  ADJUSTED  
 FL0894  ___________________________________________________________________
 FL0894  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL0894  DYNAMIC HT  -        1027.825 (meters)    3372.12  (feet)  COMP
 FL0894  MODELED GRAV-     979,419.2   (mgal)                       NAVD 88
 FL0894
 FL0894  VERT ORDER  -  SECOND    CLASS 0
 FL0894
 FL0894.The horizontal coordinates were scaled from a topographic map and have
 FL0894.an estimated accuracy of +/- 6 seconds.
 FL0894
 FL0894.The orthometric height was determined by differential leveling
 FL0894.and adjusted by the National Geodetic Survey in June 1991..
 FL0894
 FL0894.The geoid height was determined by GEOID03.
 FL0894
 FL0894.The dynamic height is computed by dividing the NAVD 88
 FL0894.geopotential number by the normal gravity value computed on the
 FL0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0894.degrees latitude (g = 980.6199 gals.).
 FL0894
 FL0894.The modeled gravity was interpolated from observed gravity values.
 FL0894
 FL0894;                    North         East    Units  Estimated Accuracy
 FL0894;SPC TX N     - 1,121,950.      215,830.      MT  (+/- 180 meters Scaled)
 FL0894
 FL0894                          SUPERSEDED SURVEY CONTROL
 FL0894
 FL0894  NGVD 29 (??/??/92) 1028.557  (m)         3374.52   (f) ADJ UNCH    2 0
 FL0894
 FL0894.Superseded values are not recommended for survey control.
 FL0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0894.See file dsdata.txt to determine how the superseded data were derived.
 FL0894
 FL0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD879865(NAD 83)
 FL0894_MARKER: DB = BENCH MARK DISK
 FL0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0894_STAMPING: X-427 1934
 FL0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0894+STABILITY: SURFACE MOTION
 FL0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0894+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL0894
 FL0894  HISTORY     - Date     Condition        Report By
 FL0894  HISTORY     - 1934     MONUMENTED       CGS
 FL0894  HISTORY     - 20040804 GOOD             USPSQD
 FL0894  HISTORY     - 20050805 GOOD             USPSQD
 FL0894
 FL0894                          STATION DESCRIPTION
 FL0894
 FL0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0894'2.1 MI SE FROM CLAUDE.
 FL0894'2.1 MI. S.E. ALONG F.W. AND D.C. RAILROAD 3 POLES E.
 FL0894'OF MILE POST NO. 306, 84 FT. N. OF THE CENTER LINE OF HWY., 37 FT. S.
 FL0894'OF THE CENTER LINE OF TRACK, 30 FT. E. OF THE CENTER LINE OF CROSS
 FL0894'ROAD, AND 2 FT. E. OF A TELEPGRAPH POLE.
 FL0894
 FL0894                          STATION RECOVERY (2004)
 FL0894
 FL0894'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL0894'RECOVERED IN GOOD CONDITION.
 FL0894
 FL0894                          STATION RECOVERY (2005)
 FL0894
 FL0894'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL0894'FOUND AS DESCRIBED. MARK IS ABOUT 1 FOOT ABOVE GROUND. VERY EASY TO
 FL0894'FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0218 ***********************************************************************
 EN0218  DESIGNATION -  X 428
 EN0218  PID         -  EN0218
 EN0218  STATE/COUNTY-  TX/HALL
 EN0218  USGS QUAD   -  BRICE (1985)
 EN0218
 EN0218                         *CURRENT SURVEY CONTROL
 EN0218  ___________________________________________________________________
 EN0218* NAD 83(1986)-  34 40 09.     (N)    100 55 35.     (W)     SCALED    
 EN0218* NAVD 88     -       655.326  (meters)    2150.02   (feet)  ADJUSTED  
 EN0218  ___________________________________________________________________
 EN0218  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EN0218  DYNAMIC HT  -         654.573 (meters)    2147.54  (feet)  COMP
 EN0218  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 EN0218
 EN0218  VERT ORDER  -  SECOND    CLASS 0
 EN0218
 EN0218.The horizontal coordinates were scaled from a topographic map and have
 EN0218.an estimated accuracy of +/- 6 seconds.
 EN0218
 EN0218.The orthometric height was determined by differential leveling
 EN0218.and adjusted by the National Geodetic Survey in June 1991..
 EN0218
 EN0218.The geoid height was determined by GEOID03.
 EN0218
 EN0218.The dynamic height is computed by dividing the NAVD 88
 EN0218.geopotential number by the normal gravity value computed on the
 EN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0218.degrees latitude (g = 980.6199 gals.).
 EN0218
 EN0218.The modeled gravity was interpolated from observed gravity values.
 EN0218
 EN0218;                    North         East    Units  Estimated Accuracy
 EN0218;SPC TX N     - 1,074,390.      252,570.      MT  (+/- 180 meters Scaled)
 EN0218
 EN0218                          SUPERSEDED SURVEY CONTROL
 EN0218
 EN0218  NGVD 29 (??/??/92)  654.971  (m)         2148.85   (f) ADJ UNCH    2 0
 EN0218
 EN0218.Superseded values are not recommended for survey control.
 EN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0218.See file dsdata.txt to determine how the superseded data were derived.
 EN0218
 EN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD234380(NAD 83)
 EN0218_MARKER: DB = BENCH MARK DISK
 EN0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0218_STAMPING: X 428 1934
 EN0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0218+STABILITY: SURFACE MOTION
 EN0218
 EN0218  HISTORY     - Date     Condition        Report By
 EN0218  HISTORY     - 1934     MONUMENTED       CGS
 EN0218  HISTORY     - 1955     POOR             NGS
 EN0218
 EN0218                          STATION DESCRIPTION
 EN0218
 EN0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EN0218'4.0 MI S FROM BRICE.
 EN0218'4.0 MILES SOUTH ALONG THE CLARENDON-QUITAGQUE ROAD FROM BRICE, HALL
 EN0218'COUNTY, 0.2 MILE NORTHWEST OF A RANCHHOUSE AT THE TOP OF A HILL, 300
 EN0218'YARDS EAST OF A SHARP CURVE, 25 FEET WEST OF THE CENTERLINE OF A ROAD,
 EN0218'3 FEET WEST OF A ROW OF POLES.  AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0241 ***********************************************************************
 EO0241  DESIGNATION -  X 429
 EO0241  PID         -  EO0241
 EO0241  STATE/COUNTY-  TX/CASTRO
 EO0241  USGS QUAD   -  TAM ANNE (1965)
 EO0241
 EO0241                         *CURRENT SURVEY CONTROL
 EO0241  ___________________________________________________________________
 EO0241* NAD 83(1986)-  34 31 28.     (N)    102 31 43.     (W)     SCALED    
 EO0241* NAVD 88     -      1203.593  (meters)    3948.79   (feet)  ADJUSTED  
 EO0241  ___________________________________________________________________
 EO0241  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 EO0241  DYNAMIC HT  -        1202.041 (meters)    3943.70  (feet)  COMP
 EO0241  MODELED GRAV-     979,304.6   (mgal)                       NAVD 88
 EO0241
 EO0241  VERT ORDER  -  SECOND    CLASS 0
 EO0241
 EO0241.The horizontal coordinates were scaled from a topographic map and have
 EO0241.an estimated accuracy of +/- 6 seconds.
 EO0241
 EO0241.The orthometric height was determined by differential leveling
 EO0241.and adjusted by the National Geodetic Survey in June 1991..
 EO0241
 EO0241.The geoid height was determined by GEOID03.
 EO0241
 EO0241.The dynamic height is computed by dividing the NAVD 88
 EO0241.geopotential number by the normal gravity value computed on the
 EO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0241.degrees latitude (g = 980.6199 gals.).
 EO0241
 EO0241.The modeled gravity was interpolated from observed gravity values.
 EO0241
 EO0241;                    North         East    Units  Estimated Accuracy
 EO0241;SPC TX N     - 1,058,670.      105,560.      MT  (+/- 180 meters Scaled)
 EO0241
 EO0241                          SUPERSEDED SURVEY CONTROL
 EO0241
 EO0241  NGVD 29 (??/??/92) 1203.069  (m)         3947.07   (f) ADJ UNCH    2 0
 EO0241
 EO0241.Superseded values are not recommended for survey control.
 EO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0241.See file dsdata.txt to determine how the superseded data were derived.
 EO0241
 EO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU268230(NAD 83)
 EO0241_MARKER: DB = BENCH MARK DISK
 EO0241_SETTING: 0 = UNSPECIFIED SETTING
 EO0241_STAMPING: X-429 1934
 EO0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0241
 EO0241  HISTORY     - Date     Condition        Report By
 EO0241  HISTORY     - 1934     MONUMENTED       CGS
 EO0241  HISTORY     - 1964     GOOD             USGS
 EO0241
 EO0241                          STATION DESCRIPTION
 EO0241
 EO0241'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EO0241'14.2 MI E FROM DIMMITT.
 EO0241'DIMMITT, CASTRO COUNTY, TEXAS, 14.20 MILES WEST OF, ALONG STATE
 EO0241'HIGHWAY NO. 86.  DIMMITT, CASTRO COUNTY, TEXAS ABOUT 12.0 MILES WEST
 EO0241'OF ALONG STATE HWY. 86 FROM THE COURTHOUSE AT DIMMITT, TEXAS THENCE
 EO0241'0.5 MILES SOUTH ALONG A DIRT ROAD, THENCE ABOUT 1.5 MILES WEST ALONG
 EO0241'THE OLD HIGHWAY AT THE WEST END OF A SHALLOW CUT WHERE THE ROAD BREAKS
 EO0241'AND SLOPES WEST INTO A DEPRESSION.  ABOUT 40 FEET NORTH OF THE
 EO0241'CENTERLINE OF OLD HIGHWAY IN THE SOUTH EDGE OF A PLOWED FIELD.  A
 EO0241'STANDARD DISK STAMPED X-429 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0448 ***********************************************************************
 AY0448  DESIGNATION -  X 43
 AY0448  PID         -  AY0448
 AY0448  STATE/COUNTY-  TX/BEXAR
 AY0448  USGS QUAD   -  SOUTHTON (1992)
 AY0448
 AY0448                         *CURRENT SURVEY CONTROL
 AY0448  ___________________________________________________________________
 AY0448* NAD 83(1986)-  29 18 42.     (N)    098 26 23.     (W)     SCALED    
 AY0448* NAVD 88     -       159.959  (meters)     524.80   (feet)  ADJUSTED  
 AY0448  ___________________________________________________________________
 AY0448  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AY0448  DYNAMIC HT  -         159.727 (meters)     524.04  (feet)  COMP
 AY0448  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 AY0448
 AY0448  VERT ORDER  -  FIRST     CLASS II
 AY0448
 AY0448.The horizontal coordinates were scaled from a topographic map and have
 AY0448.an estimated accuracy of +/- 6 seconds.
 AY0448
 AY0448.The orthometric height was determined by differential leveling
 AY0448.and adjusted by the National Geodetic Survey in June 1991..
 AY0448
 AY0448.The geoid height was determined by GEOID03.
 AY0448
 AY0448.The dynamic height is computed by dividing the NAVD 88
 AY0448.geopotential number by the normal gravity value computed on the
 AY0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0448.degrees latitude (g = 980.6199 gals.).
 AY0448
 AY0448.The modeled gravity was interpolated from observed gravity values.
 AY0448
 AY0448;                    North         East    Units  Estimated Accuracy
 AY0448;SPC TXSC     - 4,163,970.      654,420.      MT  (+/- 180 meters Scaled)
 AY0448
 AY0448                          SUPERSEDED SURVEY CONTROL
 AY0448
 AY0448  NGVD 29 (??/??/92)  159.868  (m)          524.50   (f) ADJ UNCH    1 2
 AY0448
 AY0448.Superseded values are not recommended for survey control.
 AY0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0448.See file dsdata.txt to determine how the superseded data were derived.
 AY0448
 AY0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT544426(NAD 83)
 AY0448_MARKER: DB = BENCH MARK DISK
 AY0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0448_STAMPING: X 43 1917
 AY0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0448+STABILITY: SURFACE MOTION
 AY0448
 AY0448  HISTORY     - Date     Condition        Report By
 AY0448  HISTORY     - 1917     MONUMENTED       CGS
 AY0448  HISTORY     - 1943     GOOD             NGS
 AY0448  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0448  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY0448
 AY0448                          STATION DESCRIPTION
 AY0448
 AY0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0448'6.0 MI SE FROM SAN ANTONIO.
 AY0448'TO REACH FROM THE RIVERSIDE SCHOOL AT SAN ANTONIO, PROCEED 6.1 MILES
 AY0448'SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD TO SITE OF BENCH MARK.
 AY0448'BENCH MARK IS 10 TELEGRAPH POLES SOUTHEAST OF MILE POST NO.7, IT IS 1
 AY0448'TELEGRAPH POLE NORTHWEST OF RAILROAD BRIDGE NO.7-38, 35.0 FEET
 AY0448'NORTHEAST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF TRACK.  IT IS
 AY0448'16.0 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET
 AY0448'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.6
 AY0448'FOOT.
 AY0448
 AY0448                          STATION RECOVERY (1980)
 AY0448
 AY0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0448'SEARCHED FOR, NOT RECOVERED.
 AY0448
 AY0448                          STATION RECOVERY (1995)
 AY0448
 AY0448'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0396 ***********************************************************************
 EN0396  DESIGNATION -  X 430
 EN0396  PID         -  EN0396
 EN0396  STATE/COUNTY-  TX/SWISHER
 EN0396  USGS QUAD   -  TULIA (1981)
 EN0396
 EN0396                         *CURRENT SURVEY CONTROL
 EN0396  ___________________________________________________________________
 EN0396* NAD 83(1986)-  34 31 51.     (N)    101 46 41.     (W)     SCALED    
 EN0396* NAVD 88     -      1058.094  (meters)    3471.43   (feet)  ADJUSTED  
 EN0396  ___________________________________________________________________
 EN0396  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EN0396  DYNAMIC HT  -        1056.773 (meters)    3467.10  (feet)  COMP
 EN0396  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 EN0396
 EN0396  VERT ORDER  -  SECOND    CLASS 0
 EN0396
 EN0396.The horizontal coordinates were scaled from a topographic map and have
 EN0396.an estimated accuracy of +/- 6 seconds.
 EN0396
 EN0396.The orthometric height was determined by differential leveling
 EN0396.and adjusted by the National Geodetic Survey in June 1991..
 EN0396
 EN0396.The geoid height was determined by GEOID03.
 EN0396
 EN0396.The dynamic height is computed by dividing the NAVD 88
 EN0396.geopotential number by the normal gravity value computed on the
 EN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0396.degrees latitude (g = 980.6199 gals.).
 EN0396
 EN0396.The modeled gravity was interpolated from observed gravity values.
 EN0396
 EN0396;                    North         East    Units  Estimated Accuracy
 EN0396;SPC TX N     - 1,058,930.      174,470.      MT  (+/- 180 meters Scaled)
 EN0396
 EN0396                          SUPERSEDED SURVEY CONTROL
 EN0396
 EN0396  NGVD 29 (??/??/92) 1057.669  (m)         3470.04   (f) ADJ UNCH    2 0
 EN0396
 EN0396.Superseded values are not recommended for survey control.
 EN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0396.See file dsdata.txt to determine how the superseded data were derived.
 EN0396
 EN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD450245(NAD 83)
 EN0396_MARKER: DB = BENCH MARK DISK
 EN0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0396_SP_SET: UNDER PASS
 EN0396_STAMPING: X 430 1934
 EN0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0396
 EN0396  HISTORY     - Date     Condition        Report By
 EN0396  HISTORY     - 1934     MONUMENTED       CGS
 EN0396  HISTORY     - 1965     GOOD             USGS
 EN0396
 EN0396                          STATION DESCRIPTION
 EN0396
 EN0396'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EN0396'0.4 MI S FROM TULIA.
 EN0396'0.4 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0396'STATION AT TULIA, 159 FEET NORTH OF THE CENTERLINE OF THE U.S. HIGHWAY
 EN0396'87 UNDERPASS, IN THE SIDE OF THE NORTH CORNER, ABOUT 2 FEET BELOW THE
 EN0396'TOP, AND 9 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 EN0396'STAMPED X 430 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0324 ***********************************************************************
 EN0324  DESIGNATION -  X 431
 EN0324  PID         -  EN0324
 EN0324  STATE/COUNTY-  TX/BRISCOE
 EN0324  USGS QUAD   -  LAKE THEO (1967)
 EN0324
 EN0324                         *CURRENT SURVEY CONTROL
 EN0324  ___________________________________________________________________
 EN0324* NAD 83(1986)-  34 22 36.     (N)    101 07 31.     (W)     SCALED    
 EN0324* NAVD 88     -       867.718  (meters)    2846.84   (feet)  ADJUSTED  
 EN0324  ___________________________________________________________________
 EN0324  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EN0324  DYNAMIC HT  -         866.648 (meters)    2843.33  (feet)  COMP
 EN0324  MODELED GRAV-     979,373.8   (mgal)                       NAVD 88
 EN0324
 EN0324  VERT ORDER  -  SECOND    CLASS 0
 EN0324
 EN0324.The horizontal coordinates were scaled from a topographic map and have
 EN0324.an estimated accuracy of +/- 6 seconds.
 EN0324
 EN0324.The orthometric height was determined by differential leveling
 EN0324.and adjusted by the National Geodetic Survey in June 1991..
 EN0324
 EN0324.The geoid height was determined by GEOID03.
 EN0324
 EN0324.The dynamic height is computed by dividing the NAVD 88
 EN0324.geopotential number by the normal gravity value computed on the
 EN0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0324.degrees latitude (g = 980.6199 gals.).
 EN0324
 EN0324.The modeled gravity was interpolated from observed gravity values.
 EN0324
 EN0324;                    North         East    Units  Estimated Accuracy
 EN0324;SPC TX N     - 1,041,850.      234,470.      MT  (+/- 180 meters Scaled)
 EN0324
 EN0324                          SUPERSEDED SURVEY CONTROL
 EN0324
 EN0324  NGVD 29 (??/??/92)  867.373  (m)         2845.71   (f) ADJ UNCH    2 0
 EN0324
 EN0324.Superseded values are not recommended for survey control.
 EN0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0324.See file dsdata.txt to determine how the superseded data were derived.
 EN0324
 EN0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD045059(NAD 83)
 EN0324_MARKER: DB = BENCH MARK DISK
 EN0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0324_STAMPING: X 431 1934
 EN0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0324+STABILITY: SURFACE MOTION
 EN0324
 EN0324  HISTORY     - Date     Condition        Report By
 EN0324  HISTORY     - 1934     MONUMENTED       CGS
 EN0324  HISTORY     - 1967     GOOD             USGS
 EN0324
 EN0324                          STATION DESCRIPTION
 EN0324
 EN0324'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 EN0324'4.4 MI W FROM QUITAQUE.
 EN0324'FROM THE JUNCTION OF FARM ROAD 1065 AND STATE HIGHWAY 86 IN QUITAQUE
 EN0324'PROCEED WEST 4.4 MILES TO A METAL GATE ON THE LEFT, THENCE WEST AND
 EN0324'SOUTH ALONG A TRACK ROAD TO THE ROAD IN A SADDLE AND THE BM 300 FT.
 EN0324'NORTH OF THE SADDLE AND 36 FT. WEST OF THE CENTERLINE OF ABANDONED
 EN0324'ROAD.  A STANDARD DISK STAMPED X 431 1934 SET IN THE TOP OF A CONCRETE
 EN0324'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0423 ***********************************************************************
 EN0423  DESIGNATION -  X 432
 EN0423  PID         -  EN0423
 EN0423  STATE/COUNTY-  TX/RANDALL
 EN0423  USGS QUAD   -  OGG (1984)
 EN0423
 EN0423                         *CURRENT SURVEY CONTROL
 EN0423  ___________________________________________________________________
 EN0423* NAD 83(1986)-  34 49 16.     (N)    101 53 02.     (W)     SCALED    
 EN0423* NAVD 88     -      1120.709  (meters)    3676.86   (feet)  ADJUSTED  
 EN0423  ___________________________________________________________________
 EN0423  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 EN0423  DYNAMIC HT  -        1119.323 (meters)    3672.31  (feet)  COMP
 EN0423  MODELED GRAV-     979,359.5   (mgal)                       NAVD 88
 EN0423
 EN0423  VERT ORDER  -  SECOND    CLASS 0
 EN0423
 EN0423.The horizontal coordinates were scaled from a topographic map and have
 EN0423.an estimated accuracy of +/- 6 seconds.
 EN0423
 EN0423.The orthometric height was determined by differential leveling
 EN0423.and adjusted by the National Geodetic Survey in June 1991..
 EN0423
 EN0423.The geoid height was determined by GEOID03.
 EN0423
 EN0423.The dynamic height is computed by dividing the NAVD 88
 EN0423.geopotential number by the normal gravity value computed on the
 EN0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0423.degrees latitude (g = 980.6199 gals.).
 EN0423
 EN0423.The modeled gravity was interpolated from observed gravity values.
 EN0423
 EN0423;                    North         East    Units  Estimated Accuracy
 EN0423;SPC TX N     - 1,091,160.      164,880.      MT  (+/- 180 meters Scaled)
 EN0423
 EN0423                          SUPERSEDED SURVEY CONTROL
 EN0423
 EN0423  NGVD 29 (??/??/92) 1120.227  (m)         3675.28   (f) ADJ UNCH    2 0
 EN0423
 EN0423.Superseded values are not recommended for survey control.
 EN0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0423.See file dsdata.txt to determine how the superseded data were derived.
 EN0423
 EN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD362569(NAD 83)
 EN0423_MARKER: DB = BENCH MARK DISK
 EN0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0423_STAMPING: X-432 1934
 EN0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0423+STABILITY: SURFACE MOTION
 EN0423
 EN0423  HISTORY     - Date     Condition        Report By
 EN0423  HISTORY     - 1934     MONUMENTED       CGS
 EN0423  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0423
 EN0423                          STATION DESCRIPTION
 EN0423
 EN0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0423'5.6 MI N FROM HAPPY.
 EN0423'5.6 MI. N. ALONG P. AND S. F. RY 8 1/2 POLES N. OF MI. POST NO. 583,
 EN0423'51 FT. W. OF THE CENTER LINE OF HWY., 44 FT. E. OF THE CENTER LINE OF
 EN0423'TRACK, AND 1 FT. W. OF THE FENCE LINE.
 EN0423
 EN0423                          STATION RECOVERY (1954)
 EN0423
 EN0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0148 ***********************************************************************
 DP0148  DESIGNATION -  X 433
 DP0148  PID         -  DP0148
 DP0148  STATE/COUNTY-  TX/DICKENS
 DP0148  USGS QUAD   -  DICKENS SOUTH (1981)
 DP0148
 DP0148                         *CURRENT SURVEY CONTROL
 DP0148  ___________________________________________________________________
 DP0148* NAD 83(1986)-  33 36 56.     (N)    100 50 38.     (W)     SCALED    
 DP0148* NAVD 88     -       768.556  (meters)    2521.50   (feet)  ADJUSTED  
 DP0148  ___________________________________________________________________
 DP0148  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DP0148  DYNAMIC HT  -         767.616 (meters)    2518.42  (feet)  COMP
 DP0148  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 DP0148
 DP0148  VERT ORDER  -  SECOND    CLASS 0
 DP0148
 DP0148.The horizontal coordinates were scaled from a topographic map and have
 DP0148.an estimated accuracy of +/- 6 seconds.
 DP0148
 DP0148.The orthometric height was determined by differential leveling
 DP0148.and adjusted by the National Geodetic Survey in June 1991..
 DP0148
 DP0148.The geoid height was determined by GEOID03.
 DP0148
 DP0148.The dynamic height is computed by dividing the NAVD 88
 DP0148.geopotential number by the normal gravity value computed on the
 DP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0148.degrees latitude (g = 980.6199 gals.).
 DP0148
 DP0148.The modeled gravity was interpolated from observed gravity values.
 DP0148
 DP0148;                    North         East    Units  Estimated Accuracy
 DP0148;SPC TXNC     - 2,218,540.      382,530.      MT  (+/- 180 meters Scaled)
 DP0148
 DP0148                          SUPERSEDED SURVEY CONTROL
 DP0148
 DP0148  NGVD 29 (??/??/92)  768.280  (m)         2520.60   (f) ADJ UNCH    2 0
 DP0148
 DP0148.Superseded values are not recommended for survey control.
 DP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0148.See file dsdata.txt to determine how the superseded data were derived.
 DP0148
 DP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC289210(NAD 83)
 DP0148_MARKER: DB = BENCH MARK DISK
 DP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0148_STAMPING: X 433 1934
 DP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0148+STABILITY: SURFACE MOTION
 DP0148
 DP0148  HISTORY     - Date     Condition        Report By
 DP0148  HISTORY     - 1934     MONUMENTED       CGS
 DP0148  HISTORY     - 1967     GOOD             USGS
 DP0148  HISTORY     - 20000406 MARK NOT FOUND   TXDOT
 DP0148
 DP0148                          STATION DESCRIPTION
 DP0148
 DP0148'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DP0148'0.7 MI SW FROM DICKENS.
 DP0148'DICKENS COURTHOUSE.  0.7 MILES S AND W OF ALONG LOOP 120.  AT THE
 DP0148'CENTER OF THE EAST CURVE OF A WYE FORMED BY THE JUNCTION OF STATE
 DP0148'HIGHWAY 70 AND THE DICKENS EXIT ONTO LOOP 120.  46 FEET SE OF THE
 DP0148'CENTERLINE OF THE EXIT ROAD.  77 FEET NE OF THE NW CORNER OF AN OLD
 DP0148'CONCRETE SCALE FOUNDATION.  A STANDARD TABLET STAMPED X 433 1934 AND
 DP0148'SET IN A CONCRETE POST.
 DP0148
 DP0148                          STATION RECOVERY (2000)
 DP0148
 DP0148'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 DP0148'AN IRREGULAR MASS OF CONCRETE WAS FOUND FLUSH WITH GROUND SURFACE AT
 DP0148'THE APPROXIMATE REFERENCE -1967- DISTANCES, PARTIAL EXCAVATION
 DP0148'REVEALED TWO PLANE SURFACES, NEITHER WAS ROUND.  NO EVIDENCE OF A DISK
 DP0148'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0016 ***********************************************************************
 DP0016  DESIGNATION -  X 435
 DP0016  PID         -  DP0016
 DP0016  STATE/COUNTY-  TX/COTTLE
 DP0016  USGS QUAD   -  GINSITE (1981)
 DP0016
 DP0016                         *CURRENT SURVEY CONTROL
 DP0016  ___________________________________________________________________
 DP0016* NAD 83(1986)-  33 59 47.     (N)    100 18 35.     (W)     SCALED    
 DP0016* NAVD 88     -       564.843  (meters)    1853.16   (feet)  ADJUSTED  
 DP0016  ___________________________________________________________________
 DP0016  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DP0016  DYNAMIC HT  -         564.188 (meters)    1851.01  (feet)  COMP
 DP0016  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 DP0016
 DP0016  VERT ORDER  -  SECOND    CLASS 0
 DP0016
 DP0016.The horizontal coordinates were scaled from a topographic map and have
 DP0016.an estimated accuracy of +/- 6 seconds.
 DP0016
 DP0016.The orthometric height was determined by differential leveling
 DP0016.and adjusted by the National Geodetic Survey in June 1991..
 DP0016
 DP0016.The geoid height was determined by GEOID03.
 DP0016
 DP0016.The dynamic height is computed by dividing the NAVD 88
 DP0016.geopotential number by the normal gravity value computed on the
 DP0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0016.degrees latitude (g = 980.6199 gals.).
 DP0016
 DP0016.The modeled gravity was interpolated from observed gravity values.
 DP0016
 DP0016;                    North         East    Units  Estimated Accuracy
 DP0016;SPC TXNC     - 2,259,800.      432,810.      MT  (+/- 180 meters Scaled)
 DP0016
 DP0016                          SUPERSEDED SURVEY CONTROL
 DP0016
 DP0016  NGVD 29 (??/??/92)  564.652  (m)         1852.53   (f) ADJ UNCH    2 0
 DP0016
 DP0016.Superseded values are not recommended for survey control.
 DP0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0016.See file dsdata.txt to determine how the superseded data were derived.
 DP0016
 DP0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC790625(NAD 83)
 DP0016_MARKER: DB = BENCH MARK DISK
 DP0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0016_SP_SET: CULVERT
 DP0016_STAMPING: X-435 1934
 DP0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0016
 DP0016  HISTORY     - Date     Condition        Report By
 DP0016  HISTORY     - 1934     MONUMENTED       CGS
 DP0016  HISTORY     - 1935     GOOD             NGS
 DP0016  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0016
 DP0016                          STATION DESCRIPTION
 DP0016
 DP0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0016'1.3 MI S FROM PADUCAH.
 DP0016'1.3 MI. S. ALONG U.S. NO. 83 15 FT. E. OF THE CENTER LINE OF HWY., AND
 DP0016'SET IN THE N. END OF E. ABUTMENT OF A CONC. CULVERT.  NOTE-- HIGHWAY
 DP0016'HAS BEEN WIDENED AND CULVERT HAS BEEN EXTENDED.
 DP0016
 DP0016                          STATION RECOVERY (1968)
 DP0016
 DP0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0445 ***********************************************************************
 EM0445  DESIGNATION -  X 436
 EM0445  PID         -  EM0445
 EM0445  STATE/COUNTY-  TX/HARDEMAN
 EM0445  USGS QUAD   -  GOODLETT (1990)
 EM0445
 EM0445                         *CURRENT SURVEY CONTROL
 EM0445  ___________________________________________________________________
 EM0445* NAD 83(1986)-  34 17 48.     (N)    099 57 20.     (W)     SCALED    
 EM0445* NAVD 88     -       478.957  (meters)    1571.38   (feet)  ADJUSTED  
 EM0445  ___________________________________________________________________
 EM0445  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 EM0445  DYNAMIC HT  -         478.415 (meters)    1569.60  (feet)  COMP
 EM0445  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 EM0445
 EM0445  VERT ORDER  -  SECOND    CLASS 0
 EM0445
 EM0445.The horizontal coordinates were scaled from a topographic map and have
 EM0445.an estimated accuracy of +/- 6 seconds.
 EM0445
 EM0445.The orthometric height was determined by differential leveling
 EM0445.and adjusted by the National Geodetic Survey in June 1991..
 EM0445
 EM0445.The geoid height was determined by GEOID03.
 EM0445
 EM0445.The dynamic height is computed by dividing the NAVD 88
 EM0445.geopotential number by the normal gravity value computed on the
 EM0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0445.degrees latitude (g = 980.6199 gals.).
 EM0445
 EM0445.The modeled gravity was interpolated from observed gravity values.
 EM0445
 EM0445;                    North         East    Units  Estimated Accuracy
 EM0445;SPC TXNC     - 2,292,600.      465,990.      MT  (+/- 180 meters Scaled)
 EM0445
 EM0445                          SUPERSEDED SURVEY CONTROL
 EM0445
 EM0445  NGVD 29 (??/??/92)  478.762  (m)         1570.74   (f) ADJ UNCH    2 0
 EM0445
 EM0445.Superseded values are not recommended for survey control.
 EM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0445.See file dsdata.txt to determine how the superseded data were derived.
 EM0445
 EM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC120954(NAD 83)
 EM0445_MARKER: DB = BENCH MARK DISK
 EM0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0445_STAMPING: X-436 1934
 EM0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0445+STABILITY: SURFACE MOTION
 EM0445
 EM0445  HISTORY     - Date     Condition        Report By
 EM0445  HISTORY     - 1934     MONUMENTED       CGS
 EM0445  HISTORY     - 1959     GOOD             NGS
 EM0445  HISTORY     - 1984     GOOD             NGS
 EM0445
 EM0445                          STATION DESCRIPTION
 EM0445
 EM0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0445'7.5 MI W FROM ACME.
 EM0445'7.5 MI. W. ALONG Q.A. AND P. RY. (2.5 MI. E. OF LAZARE) 1 POLE W. OF
 EM0445'MI. POLE 13-10, 36 FT. N. OF THE CENTER LINE OF TRACK AT A GRADE
 EM0445'CROSSING, 8 FT. W. OF THE CENTER LINE OF A FARM ROAD CROSSING THE
 EM0445'TRACK, 9 FT. S. OF THE FENCE LINE, AND 2 FT. S.W. OF A TELEPHONE POLE.
 EM0445
 EM0445                          STATION RECOVERY (1959)
 EM0445
 EM0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EM0445'RECOVERED IN GOOD CONDITION.
 EM0445
 EM0445                          STATION RECOVERY (1984)
 EM0445
 EM0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0212 ***********************************************************************
 DP0212  DESIGNATION -  X 437
 DP0212  PID         -  DP0212
 DP0212  STATE/COUNTY-  TX/MOTLEY
 DP0212  USGS QUAD   -  CHINA CANYON (1981)
 DP0212
 DP0212                         *CURRENT SURVEY CONTROL
 DP0212  ___________________________________________________________________
 DP0212* NAD 83(1986)-  33 59 02.     (N)    100 31 53.     (W)     SCALED    
 DP0212* NAVD 88     -       596.411  (meters)    1956.73   (feet)  ADJUSTED  
 DP0212  ___________________________________________________________________
 DP0212  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DP0212  DYNAMIC HT  -         595.709 (meters)    1954.42  (feet)  COMP
 DP0212  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 DP0212
 DP0212  VERT ORDER  -  SECOND    CLASS 0
 DP0212
 DP0212.The horizontal coordinates were scaled from a topographic map and have
 DP0212.an estimated accuracy of +/- 6 seconds.
 DP0212
 DP0212.The orthometric height was determined by differential leveling
 DP0212.and adjusted by the National Geodetic Survey in June 1991..
 DP0212
 DP0212.The geoid height was determined by GEOID03.
 DP0212
 DP0212.The dynamic height is computed by dividing the NAVD 88
 DP0212.geopotential number by the normal gravity value computed on the
 DP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0212.degrees latitude (g = 980.6199 gals.).
 DP0212
 DP0212.The modeled gravity was interpolated from observed gravity values.
 DP0212
 DP0212;                    North         East    Units  Estimated Accuracy
 DP0212;SPC TXNC     - 2,258,790.      412,310.      MT  (+/- 180 meters Scaled)
 DP0212
 DP0212                          SUPERSEDED SURVEY CONTROL
 DP0212
 DP0212  NGVD 29 (??/??/92)  596.200  (m)         1956.03   (f) ADJ UNCH    2 0
 DP0212
 DP0212.Superseded values are not recommended for survey control.
 DP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0212.See file dsdata.txt to determine how the superseded data were derived.
 DP0212
 DP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC585614(NAD 83)
 DP0212_MARKER: DB = BENCH MARK DISK
 DP0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0212_STAMPING: X 437 1934
 DP0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0212+STABILITY: SURFACE MOTION
 DP0212
 DP0212  HISTORY     - Date     Condition        Report By
 DP0212  HISTORY     - 1934     MONUMENTED       CGS
 DP0212  HISTORY     - 1958     GOOD             NGS
 DP0212
 DP0212                          STATION DESCRIPTION
 DP0212
 DP0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0212'4.1 MI W FROM NARCISSO.
 DP0212'IN MOTLEY COUNTY, ABOUT 4.1 MILES WEST ALONG THE QUANAH, ACME AND
 DP0212'PACIFIC RAILWAY FROM NARCISSO, COTTLE COUNTY, 2 POLES NORTHEAST OF
 DP0212'MILEPOST 57+20, AT A CURVE, SOUTHWEST END OF A CUT, ABOUT 93 FEET
 DP0212'NORTHWEST OF THE CENTER LINE OF THE TRACK, 20 FEET WEST OF A POLE, AND
 DP0212'2 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED X 437 1934 AND
 DP0212'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0236 ***********************************************************************
 DP0236  DESIGNATION -  X 438
 DP0236  PID         -  DP0236
 DP0236  STATE/COUNTY-  TX/FLOYD
 DP0236  USGS QUAD   -  BOOTHE (1965)
 DP0236
 DP0236                         *CURRENT SURVEY CONTROL
 DP0236  ___________________________________________________________________
 DP0236* NAD 83(1986)-  33 58 30.     (N)    101 14 15.     (W)     SCALED    
 DP0236* NAVD 88     -       955.491  (meters)    3134.81   (feet)  ADJUSTED  
 DP0236  ___________________________________________________________________
 DP0236  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DP0236  DYNAMIC HT  -         954.271 (meters)    3130.80  (feet)  COMP
 DP0236  MODELED GRAV-     979,328.0   (mgal)                       NAVD 88
 DP0236
 DP0236  VERT ORDER  -  SECOND    CLASS 0
 DP0236
 DP0236.The horizontal coordinates were scaled from a topographic map and have
 DP0236.an estimated accuracy of +/- 6 seconds.
 DP0236
 DP0236.The orthometric height was determined by differential leveling
 DP0236.and adjusted by the National Geodetic Survey in June 1991..
 DP0236
 DP0236.The geoid height was determined by GEOID03.
 DP0236
 DP0236.The dynamic height is computed by dividing the NAVD 88
 DP0236.geopotential number by the normal gravity value computed on the
 DP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0236.degrees latitude (g = 980.6199 gals.).
 DP0236
 DP0236.The modeled gravity was interpolated from observed gravity values.
 DP0236
 DP0236;                    North         East    Units  Estimated Accuracy
 DP0236;SPC TXNC     - 2,259,280.      347,050.      MT  (+/- 180 meters Scaled)
 DP0236
 DP0236                          SUPERSEDED SURVEY CONTROL
 DP0236
 DP0236  NGVD 29 (??/??/92)  955.129  (m)         3133.62   (f) ADJ UNCH    2 0
 DP0236
 DP0236.Superseded values are not recommended for survey control.
 DP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0236.See file dsdata.txt to determine how the superseded data were derived.
 DP0236
 DP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC932616(NAD 83)
 DP0236_MARKER: DB = BENCH MARK DISK
 DP0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0236_STAMPING: X 438 1934
 DP0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0236+STABILITY: SURFACE MOTION
 DP0236
 DP0236  HISTORY     - Date     Condition        Report By
 DP0236  HISTORY     - 1934     MONUMENTED       CGS
 DP0236  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0236  HISTORY     - 1984     GOOD             DMA
 DP0236
 DP0236                          STATION DESCRIPTION
 DP0236
 DP0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0236'5.7 MI E FROM FLOYDADA.
 DP0236'ABOUT 5.7 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0236'THE STATION AT FLOYDADA, FLOYD COUNTY, 48 FEET EAST OF MILEPOST
 DP0236'104+10, AT A ROAD CROSSING, 45 FEET NORTH OF THE CENTER LINE OF THE
 DP0236'TRACK, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF
 DP0236'THE FENCE CORNER, AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK,
 DP0236'STAMPED X 438 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DP0236
 DP0236                          STATION RECOVERY (1965)
 DP0236
 DP0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0236'MARK NOT FOUND.
 DP0236
 DP0236                          STATION RECOVERY (1984)
 DP0236
 DP0236'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 DP0236'DESC CHANGE: CENTERLINE OF TRACK TO CENTERLINE OF GRADE (TRACK NO
 DP0236'LONGER EXISTS) DELETE MEASUREMENT FROM MILEPOST. DELETE MEASUREMENT
 DP0236'"1 FOOT WEST OF THE FENCE".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0357 ***********************************************************************
 EN0357  DESIGNATION -  X 439
 EN0357  PID         -  EN0357
 EN0357  STATE/COUNTY-  TX/HALE
 EN0357  USGS QUAD   -  WASSON (1979)
 EN0357
 EN0357                         *CURRENT SURVEY CONTROL
 EN0357  ___________________________________________________________________
 EN0357* NAD 83(1986)-  34 11 17.     (N)    101 52 27.     (W)     SCALED    
 EN0357* NAVD 88     -      1063.787  (meters)    3490.11   (feet)  ADJUSTED  
 EN0357  ___________________________________________________________________
 EN0357  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 EN0357  DYNAMIC HT  -        1062.429 (meters)    3485.65  (feet)  COMP
 EN0357  MODELED GRAV-     979,323.0   (mgal)                       NAVD 88
 EN0357
 EN0357  VERT ORDER  -  SECOND    CLASS 0
 EN0357
 EN0357.The horizontal coordinates were scaled from a topographic map and have
 EN0357.an estimated accuracy of +/- 6 seconds.
 EN0357
 EN0357.The orthometric height was determined by differential leveling
 EN0357.and adjusted by the National Geodetic Survey in June 1991..
 EN0357
 EN0357.The geoid height was determined by GEOID03.
 EN0357
 EN0357.The dynamic height is computed by dividing the NAVD 88
 EN0357.geopotential number by the normal gravity value computed on the
 EN0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0357.degrees latitude (g = 980.6199 gals.).
 EN0357
 EN0357.The modeled gravity was interpolated from observed gravity values.
 EN0357
 EN0357;                    North         East    Units  Estimated Accuracy
 EN0357;SPC TXNC     - 2,284,610.      289,000.      MT  (+/- 180 meters Scaled)
 EN0357
 EN0357                          SUPERSEDED SURVEY CONTROL
 EN0357
 EN0357  NGVD 29 (??/??/92) 1063.344  (m)         3488.65   (f) ADJ UNCH    2 0
 EN0357
 EN0357.Superseded values are not recommended for survey control.
 EN0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0357.See file dsdata.txt to determine how the superseded data were derived.
 EN0357
 EN0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC351867(NAD 83)
 EN0357_MARKER: DB = BENCH MARK DISK
 EN0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0357_STAMPING: X 439 1934
 EN0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0357+STABILITY: SURFACE MOTION
 EN0357
 EN0357  HISTORY     - Date     Condition        Report By
 EN0357  HISTORY     - 1934     MONUMENTED       CGS
 EN0357  HISTORY     - 1964     GOOD             USGS
 EN0357
 EN0357                          STATION DESCRIPTION
 EN0357
 EN0357'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EN0357'10 MI W FROM PLAINVIEW.
 EN0357'10 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN PLAINVIEW,
 EN0357'HALE COUNTY, AT A T-ROAD NORTH TO AN IRRIGATION WELL, 51 FEET NORTH OF
 EN0357'THE CENTERLINE OF THE HIGHWAY, 14 FEET WEST OF THE CENTERLINE OF A
 EN0357'DIRT ROAD, 22 FEET SOUTH OF A LARGE RED GAS METER, 3 FEET EAST OF A
 EN0357'LONE WOOD FENCE POST, ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 EN0357'THE ROAD JUNCTION, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0155 ***********************************************************************
 EO0155  DESIGNATION -  X 440
 EO0155  PID         -  EO0155
 EO0155  STATE/COUNTY-  TX/BAILEY
 EO0155  USGS QUAD   -  MULESHOE (1980)
 EO0155
 EO0155                         *CURRENT SURVEY CONTROL
 EO0155  ___________________________________________________________________
 EO0155* NAD 83(1986)-  34 14 55.     (N)    102 38 29.     (W)     SCALED    
 EO0155* NAVD 88     -      1146.801  (meters)    3762.46   (feet)  ADJUSTED  
 EO0155  ___________________________________________________________________
 EO0155  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 EO0155  DYNAMIC HT  -        1145.320 (meters)    3757.60  (feet)  COMP
 EO0155  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 EO0155
 EO0155  VERT ORDER  -  SECOND    CLASS 0
 EO0155
 EO0155.The horizontal coordinates were scaled from a topographic map and have
 EO0155.an estimated accuracy of +/- 6 seconds.
 EO0155
 EO0155.The orthometric height was determined by differential leveling
 EO0155.and adjusted by the National Geodetic Survey in June 1991..
 EO0155
 EO0155.The geoid height was determined by GEOID03.
 EO0155
 EO0155.The dynamic height is computed by dividing the NAVD 88
 EO0155.geopotential number by the normal gravity value computed on the
 EO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0155.degrees latitude (g = 980.6199 gals.).
 EO0155
 EO0155.The modeled gravity was interpolated from observed gravity values.
 EO0155
 EO0155;                    North         East    Units  Estimated Accuracy
 EO0155;SPC TXNC     - 2,293,850.      218,580.      MT  (+/- 180 meters Scaled)
 EO0155
 EO0155                          SUPERSEDED SURVEY CONTROL
 EO0155
 EO0155  NGVD 29 (??/??/92) 1146.257  (m)         3760.68   (f) ADJ UNCH    2 0
 EO0155
 EO0155.Superseded values are not recommended for survey control.
 EO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0155.See file dsdata.txt to determine how the superseded data were derived.
 EO0155
 EO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT171922(NAD 83)
 EO0155_MARKER: DB = BENCH MARK DISK
 EO0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0155_STAMPING: X-440 1934
 EO0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0155+STABILITY: SURFACE MOTION
 EO0155
 EO0155  HISTORY     - Date     Condition        Report By
 EO0155  HISTORY     - 1934     MONUMENTED       CGS
 EO0155  HISTORY     - 1962     MARK NOT FOUND   USGS
 EO0155
 EO0155                          STATION DESCRIPTION
 EO0155
 EO0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0155'6.0 MI E FROM MULESHOE.
 EO0155'6.0 MI. E. ALONG U.S. NO. 70 ABOUT 30 YDS. W. OF A PUMPING PLANT, 36
 EO0155'FT. S. OF THE CENTER LINE OF HWY., 6 FT. S. OF A FENCE CORNER, AND 1
 EO0155'FT. E. OF A N-S FENCE LINE.  NOTE-- ON OLD HIGHWAY 70 WHICH IS 1 MI N
 EO0155'OF PRESENT RD.
 EO0155
 EO0155                          STATION RECOVERY (1962)
 EO0155
 EO0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EO0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0228 ***********************************************************************
 DQ0228  DESIGNATION -  X 441
 DQ0228  PID         -  DQ0228
 DQ0228  STATE/COUNTY-  TX/COCHRAN
 DQ0228  USGS QUAD   -  MORTON SW (1970)
 DQ0228
 DQ0228                         *CURRENT SURVEY CONTROL
 DQ0228  ___________________________________________________________________
 DQ0228* NAD 83(1986)-  33 37 24.     (N)    102 59 02.     (W)     SCALED    
 DQ0228* NAVD 88     -      1197.694  (meters)    3929.43   (feet)  ADJUSTED  
 DQ0228  ___________________________________________________________________
 DQ0228  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DQ0228  DYNAMIC HT  -        1196.099 (meters)    3924.20  (feet)  COMP
 DQ0228  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 DQ0228
 DQ0228  VERT ORDER  -  SECOND    CLASS 0
 DQ0228
 DQ0228.The horizontal coordinates were scaled from a topographic map and have
 DQ0228.an estimated accuracy of +/- 6 seconds.
 DQ0228
 DQ0228.The orthometric height was determined by differential leveling
 DQ0228.and adjusted by the National Geodetic Survey in June 1991..
 DQ0228
 DQ0228.The geoid height was determined by GEOID03.
 DQ0228
 DQ0228.The dynamic height is computed by dividing the NAVD 88
 DQ0228.geopotential number by the normal gravity value computed on the
 DQ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0228.degrees latitude (g = 980.6199 gals.).
 DQ0228
 DQ0228.The modeled gravity was interpolated from observed gravity values.
 DQ0228
 DQ0228;                    North         East    Units  Estimated Accuracy
 DQ0228;SPC TXNC     - 2,225,860.      184,100.      MT  (+/- 180 meters Scaled)
 DQ0228
 DQ0228                          SUPERSEDED SURVEY CONTROL
 DQ0228
 DQ0228  NGVD 29 (??/??/92) 1197.242  (m)         3927.95   (f) ADJ UNCH    2 0
 DQ0228
 DQ0228.Superseded values are not recommended for survey control.
 DQ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0228.See file dsdata.txt to determine how the superseded data were derived.
 DQ0228
 DQ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT870222(NAD 83)
 DQ0228_MARKER: DB = BENCH MARK DISK
 DQ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0228_STAMPING: X 441 1934
 DQ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0228+STABILITY: SURFACE MOTION
 DQ0228
 DQ0228  HISTORY     - Date     Condition        Report By
 DQ0228  HISTORY     - 1934     MONUMENTED       CGS
 DQ0228
 DQ0228                          STATION DESCRIPTION
 DQ0228
 DQ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0228'2.0 MI E FROM BLEDSOE.
 DQ0228'2.0 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0228'STATION AT BLEDSOE, COCHRAN COUNTY, 0.2 MILE EAST OF MILEPOST 61, 51
 DQ0228'FEET NORTH OF THE CENTERLINE OF THE TRACK, 31 FEET SOUTH OF THE
 DQ0228'CENTERLINE OF A ROAD, AND 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY
 DQ0228'FENCE.  A STANDARD DISK, STAMPED X 441 1934 AND SET IN THE TOP OF A
 DQ0228'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0118 ***********************************************************************
 DQ0118  DESIGNATION -  X 442
 DQ0118  PID         -  DQ0118
 DQ0118  STATE/COUNTY-  TX/LYNN
 DQ0118  USGS QUAD   -  MOUND LAKE (1969)
 DQ0118
 DQ0118                         *CURRENT SURVEY CONTROL
 DQ0118  ___________________________________________________________________
 DQ0118* NAD 83(1986)-  33 09 59.     (N)    102 03 56.     (W)     SCALED    
 DQ0118* NAVD 88     -       984.585  (meters)    3230.26   (feet)  ADJUSTED  
 DQ0118  ___________________________________________________________________
 DQ0118  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 DQ0118  DYNAMIC HT  -         983.282 (meters)    3225.98  (feet)  COMP
 DQ0118  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 DQ0118
 DQ0118  VERT ORDER  -  SECOND    CLASS 0
 DQ0118
 DQ0118.The horizontal coordinates were scaled from a topographic map and have
 DQ0118.an estimated accuracy of +/- 6 seconds.
 DQ0118
 DQ0118.The orthometric height was determined by differential leveling
 DQ0118.and adjusted by the National Geodetic Survey in June 1991..
 DQ0118
 DQ0118.The geoid height was determined by GEOID03.
 DQ0118
 DQ0118.The dynamic height is computed by dividing the NAVD 88
 DQ0118.geopotential number by the normal gravity value computed on the
 DQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0118.degrees latitude (g = 980.6199 gals.).
 DQ0118
 DQ0118.The modeled gravity was interpolated from observed gravity values.
 DQ0118
 DQ0118;                    North         East    Units  Estimated Accuracy
 DQ0118;SPC TXNC     - 2,171,950.      267,520.      MT  (+/- 180 meters Scaled)
 DQ0118
 DQ0118                          SUPERSEDED SURVEY CONTROL
 DQ0118
 DQ0118  NGVD 29 (??/??/92)  984.217  (m)         3229.05   (f) ADJ UNCH    2 0
 DQ0118
 DQ0118.Superseded values are not recommended for survey control.
 DQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0118.See file dsdata.txt to determine how the superseded data were derived.
 DQ0118
 DQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS736735(NAD 83)
 DQ0118_MARKER: DB = BENCH MARK DISK
 DQ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0118_STAMPING: X 442 1934
 DQ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0118+STABILITY: SURFACE MOTION
 DQ0118
 DQ0118  HISTORY     - Date     Condition        Report By
 DQ0118  HISTORY     - 1934     MONUMENTED       CGS
 DQ0118
 DQ0118                          STATION DESCRIPTION
 DQ0118
 DQ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0118'13.1 MI E FROM BROWNFIELD.
 DQ0118'IN LYNN COUNTY, 13.1 MILES EAST ALONG U.S. HIGHWAY 380 AND STATE
 DQ0118'HIGHWAY 84 FROM THE PANHANDLE AND SANTA FE RAILWAY STATION AT
 DQ0118'BROWNFIELD, TERRY COUNTY, 0.2 MILE WEST OF A RIGHT ANGLE CURVE IN THE
 DQ0118'HIGHWAY, AT A RANCH AND A SCHOOLHOUSE, 36 FEET NORTH OF THE CENTERLINE
 DQ0118'OF THE HIGHWAY, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 DQ0118'X 442 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0590 ***********************************************************************
 CU0590  DESIGNATION -  X 443 RESET 1963
 CU0590  PID         -  CU0590
 CU0590  STATE/COUNTY-  TX/HOWARD
 CU0590  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0590
 CU0590                         *CURRENT SURVEY CONTROL
 CU0590  ___________________________________________________________________
 CU0590* NAD 83(1986)-  32 15 14.     (N)    101 28 51.     (W)     SCALED    
 CU0590* NAVD 88     -       738.075  (meters)    2421.50   (feet)  ADJUSTED  
 CU0590  ___________________________________________________________________
 CU0590  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CU0590  DYNAMIC HT  -         737.063 (meters)    2418.18  (feet)  COMP
 CU0590  MODELED GRAV-     979,243.7   (mgal)                       NAVD 88
 CU0590
 CU0590  VERT ORDER  -  FIRST     CLASS II
 CU0590
 CU0590.The horizontal coordinates were scaled from a topographic map and have
 CU0590.an estimated accuracy of +/- 6 seconds.
 CU0590
 CU0590.The orthometric height was determined by differential leveling
 CU0590.and adjusted by the National Geodetic Survey in June 1991..
 CU0590
 CU0590.The geoid height was determined by GEOID03.
 CU0590
 CU0590.The dynamic height is computed by dividing the NAVD 88
 CU0590.geopotential number by the normal gravity value computed on the
 CU0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0590.degrees latitude (g = 980.6199 gals.).
 CU0590
 CU0590.The modeled gravity was interpolated from observed gravity values.
 CU0590
 CU0590;                    North         East    Units  Estimated Accuracy
 CU0590;SPC TXNC     - 2,069,100.      319,160.      MT  (+/- 180 meters Scaled)
 CU0590
 CU0590                          SUPERSEDED SURVEY CONTROL
 CU0590
 CU0590.No superseded survey control is available for this station.
 CU0590
 CU0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA662712(NAD 83)
 CU0590_MARKER: DB = BENCH MARK DISK
 CU0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0590_SP_SET: ABUTMENT
 CU0590_STAMPING: X 443 RESET 1963
 CU0590_MARK LOGO: CGS   
 CU0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0590
 CU0590  HISTORY     - Date     Condition        Report By
 CU0590  HISTORY     - 1963     MONUMENTED       TXHD
 CU0590  HISTORY     - 1964     GOOD             NGS
 CU0590  HISTORY     - 1982     GOOD             NGS
 CU0590
 CU0590                          STATION DESCRIPTION
 CU0590
 CU0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CU0590'0.4 MI NW FROM BIG SPRING.
 CU0590'0.4 MILE NORTHWEST ALONG U. S. HIGHWAY 87 FROM THE TEXAS AND PACIFIC
 CU0590'RAILWAY STATION AT BIG SPRING, AT THE NORTH APPROACH TO THE STEEL AND
 CU0590'CONCRETE VIADUCT OVER THE RAILWAY YARDS, IN THE TOP OF THE WEST CURB
 CU0590'OVER NORTH ABUTMENT OF VIADUCT, AND 31 FEET WEST OF THE CENTERLINE OF
 CU0590'THE HIGHWAY.
 CU0590
 CU0590                          STATION RECOVERY (1982)
 CU0590
 CU0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0590'IN BIG SPRING, IN TOP OF THE WEST END OF THE NORTH ABUTMENT OF THE U.
 CU0590'S. HIGHWAY 87 BRIDGE OVER THE TEXAS AND PACIFIC RAILROAD AND 9.4
 CU0590'METERS (30.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 CU0590'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0700 ***********************************************************************
 CU0700  DESIGNATION -  X 444
 CU0700  PID         -  CU0700
 CU0700  STATE/COUNTY-  TX/DAWSON
 CU0700  USGS QUAD   -  LAMESA NORTH (1968)
 CU0700
 CU0700                         *CURRENT SURVEY CONTROL
 CU0700  ___________________________________________________________________
 CU0700* NAD 83(1986)-  32 45 42.     (N)    101 56 31.     (W)     SCALED    
 CU0700* NAVD 88     -       912.784  (meters)    2994.69   (feet)  ADJUSTED  
 CU0700  ___________________________________________________________________
 CU0700  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CU0700  DYNAMIC HT  -         911.566 (meters)    2990.70  (feet)  COMP
 CU0700  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 CU0700
 CU0700  VERT ORDER  -  SECOND    CLASS 0
 CU0700
 CU0700.The horizontal coordinates were scaled from a topographic map and have
 CU0700.an estimated accuracy of +/- 6 seconds.
 CU0700
 CU0700.The orthometric height was determined by differential leveling
 CU0700.and adjusted by the National Geodetic Survey in June 1991..
 CU0700
 CU0700.The geoid height was determined by GEOID03.
 CU0700
 CU0700.The dynamic height is computed by dividing the NAVD 88
 CU0700.geopotential number by the normal gravity value computed on the
 CU0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0700.degrees latitude (g = 980.6199 gals.).
 CU0700
 CU0700.The modeled gravity was interpolated from observed gravity values.
 CU0700
 CU0700;                    North         East    Units  Estimated Accuracy
 CU0700;SPC TXNC     - 2,126,710.      277,570.      MT  (+/- 180 meters Scaled)
 CU0700
 CU0700                          SUPERSEDED SURVEY CONTROL
 CU0700
 CU0700  NGVD 29 (??/??/92)  912.450  (m)         2993.60   (f) ADJ UNCH    2 0
 CU0700
 CU0700.Superseded values are not recommended for survey control.
 CU0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0700.See file dsdata.txt to determine how the superseded data were derived.
 CU0700
 CU0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB243286(NAD 83)
 CU0700_MARKER: DB = BENCH MARK DISK
 CU0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0700_STAMPING: X 444 1934
 CU0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0700+STABILITY: SURFACE MOTION
 CU0700
 CU0700  HISTORY     - Date     Condition        Report By
 CU0700  HISTORY     - 1934     MONUMENTED       CGS
 CU0700  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0700  HISTORY     - 1968     MARK NOT FOUND   NGS
 CU0700
 CU0700                          STATION DESCRIPTION
 CU0700
 CU0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0700'2.4 MI NE FROM LAMESA.
 CU0700'2.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0700'STATION AT LAMESA, 0.5 MILE SOUTH OF MILEPOST 51, 48 FEET EAST OF THE
 CU0700'CENTERLINE OF THE TRACK, 36 FEET WEST OF THE CENTERLINE OF U.S.
 CU0700'HIGHWAY 87, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  NOTE-- THE
 CU0700'SITE OF THIS MARK IS NOT UNDER SAND DRIFTS AND THE MARK IS PROBABLY IN
 CU0700'PLACE BUT NOT PRESENTLY AVAILABLE.
 CU0700
 CU0700                          STATION RECOVERY (1968)
 CU0700
 CU0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CU0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0333 ***********************************************************************
 DP0333  DESIGNATION -  X 445
 DP0333  PID         -  DP0333
 DP0333  STATE/COUNTY-  TX/LYNN
 DP0333  USGS QUAD   -  SKEEN LAKE (1969)
 DP0333
 DP0333                         *CURRENT SURVEY CONTROL
 DP0333  ___________________________________________________________________
 DP0333* NAD 83(1986)-  33 04 39.     (N)    101 47 03.     (W)     SCALED    
 DP0333* NAVD 88     -       919.134  (meters)    3015.53   (feet)  ADJUSTED  
 DP0333  ___________________________________________________________________
 DP0333  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 DP0333  DYNAMIC HT  -         917.922 (meters)    3011.55  (feet)  COMP
 DP0333  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 DP0333
 DP0333  VERT ORDER  -  SECOND    CLASS 0
 DP0333
 DP0333.The horizontal coordinates were scaled from a topographic map and have
 DP0333.an estimated accuracy of +/- 6 seconds.
 DP0333
 DP0333.The orthometric height was determined by differential leveling
 DP0333.and adjusted by the National Geodetic Survey in June 1991..
 DP0333
 DP0333.The geoid height was determined by GEOID03.
 DP0333
 DP0333.The dynamic height is computed by dividing the NAVD 88
 DP0333.geopotential number by the normal gravity value computed on the
 DP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0333.degrees latitude (g = 980.6199 gals.).
 DP0333
 DP0333.The modeled gravity was interpolated from observed gravity values.
 DP0333
 DP0333;                    North         East    Units  Estimated Accuracy
 DP0333;SPC TXNC     - 2,161,240.      293,440.      MT  (+/- 180 meters Scaled)
 DP0333
 DP0333                          SUPERSEDED SURVEY CONTROL
 DP0333
 DP0333  NGVD 29 (??/??/92)  918.758  (m)         3014.29   (f) ADJ UNCH    2 0
 DP0333
 DP0333.Superseded values are not recommended for survey control.
 DP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0333.See file dsdata.txt to determine how the superseded data were derived.
 DP0333
 DP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB401633(NAD 83)
 DP0333_MARKER: DB = BENCH MARK DISK
 DP0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0333_STAMPING: X 445 1934
 DP0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0333+STABILITY: SURFACE MOTION
 DP0333
 DP0333  HISTORY     - Date     Condition        Report By
 DP0333  HISTORY     - 1934     MONUMENTED       CGS
 DP0333  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0333
 DP0333                          STATION DESCRIPTION
 DP0333
 DP0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0333'6.3 MI S FROM TAHOKA.
 DP0333'6.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0333'STATION AT TAHOKA, 0.5 MILE SOUTH OF MILEPOST 27, 175 FEET SOUTH OF A
 DP0333'ROAD CROSSING, 37 FEET EAST OF THE CENTERLINE OF THE TRACK, 13 FEET
 DP0333'WEST OF THE RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES.  A
 DP0333'STANDARD DISK, STAMPED X 445 1934 AND SET IN THE TOP OF A CONCRETE
 DP0333'POST.
 DP0333
 DP0333                          STATION RECOVERY (1968)
 DP0333
 DP0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0492 ***********************************************************************
 CU0492  DESIGNATION -  X 446
 CU0492  PID         -  CU0492
 CU0492  STATE/COUNTY-  TX/BORDEN
 CU0492  USGS QUAD   -  FIVEMILE CREEK (1969)
 CU0492
 CU0492                         *CURRENT SURVEY CONTROL
 CU0492  ___________________________________________________________________
 CU0492* NAD 83(1986)-  32 46 27.     (N)    101 19 00.     (W)     SCALED    
 CU0492* NAVD 88     -       744.763  (meters)    2443.44   (feet)  ADJUSTED  
 CU0492  ___________________________________________________________________
 CU0492  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CU0492  DYNAMIC HT  -         743.783 (meters)    2440.23  (feet)  COMP
 CU0492  MODELED GRAV-     979,297.9   (mgal)                       NAVD 88
 CU0492
 CU0492  VERT ORDER  -  SECOND    CLASS 0
 CU0492
 CU0492.The horizontal coordinates were scaled from a topographic map and have
 CU0492.an estimated accuracy of +/- 6 seconds.
 CU0492
 CU0492.The orthometric height was determined by differential leveling
 CU0492.and adjusted by the National Geodetic Survey in June 1991..
 CU0492
 CU0492.The geoid height was determined by GEOID03.
 CU0492
 CU0492.The dynamic height is computed by dividing the NAVD 88
 CU0492.geopotential number by the normal gravity value computed on the
 CU0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0492.degrees latitude (g = 980.6199 gals.).
 CU0492
 CU0492.The modeled gravity was interpolated from observed gravity values.
 CU0492
 CU0492;                    North         East    Units  Estimated Accuracy
 CU0492;SPC TXNC     - 2,126,350.      336,170.      MT  (+/- 180 meters Scaled)
 CU0492
 CU0492                          SUPERSEDED SURVEY CONTROL
 CU0492
 CU0492  NGVD 29 (??/??/92)  744.440  (m)         2442.38   (f) ADJ UNCH    2 0
 CU0492
 CU0492.Superseded values are not recommended for survey control.
 CU0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0492.See file dsdata.txt to determine how the superseded data were derived.
 CU0492
 CU0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB830286(NAD 83)
 CU0492_MARKER: DB = BENCH MARK DISK
 CU0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0492_STAMPING: X 446 1934
 CU0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0492+STABILITY: SURFACE MOTION
 CU0492
 CU0492  HISTORY     - Date     Condition        Report By
 CU0492  HISTORY     - 1934     MONUMENTED       CGS
 CU0492  HISTORY     - 1968     MARK NOT FOUND   USGS
 CU0492
 CU0492                          STATION DESCRIPTION
 CU0492
 CU0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0492'9.2 MI E FROM GAIL.
 CU0492'9.2 MILES EAST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CU0492'GAIL, BORDEN COUNTY, 465 FEET EAST OF A WOODEN BRIDGE, 234 FEET WEST
 CU0492'OF ANOTHER WOODEN BRIDGE, 30 FEET SOUTH OF THE CENTERLINE OF THE
 CU0492'HIGHWAY, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CU0492'STAMPED X 446 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS
 CU0492'MARK IS ON THE OLD HIGHWAY AND NORTH OF THE PRESENT PAVED HIGHWAY.
 CU0492
 CU0492                          STATION RECOVERY (1968)
 CU0492
 CU0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0300 ***********************************************************************
 CC0300  DESIGNATION -  X 447
 CC0300  PID         -  CC0300
 CC0300  STATE/COUNTY-  TX/WINKLER
 CC0300  USGS QUAD   -  PYOTE NE (1969)
 CC0300
 CC0300                         *CURRENT SURVEY CONTROL
 CC0300  ___________________________________________________________________
 CC0300* NAD 83(1986)-  31 44 25.     (N)    103 05 53.     (W)     SCALED    
 CC0300* NAVD 88     -       838.998  (meters)    2752.61   (feet)  ADJUSTED  
 CC0300  ___________________________________________________________________
 CC0300  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CC0300  DYNAMIC HT  -         837.819 (meters)    2748.74  (feet)  COMP
 CC0300  MODELED GRAV-     979,205.5   (mgal)                       NAVD 88
 CC0300
 CC0300  VERT ORDER  -  SECOND    CLASS 0
 CC0300
 CC0300.The horizontal coordinates were scaled from a topographic map and have
 CC0300.an estimated accuracy of +/- 6 seconds.
 CC0300
 CC0300.The orthometric height was determined by differential leveling
 CC0300.and adjusted by the National Geodetic Survey in June 1991..
 CC0300
 CC0300.The geoid height was determined by GEOID03.
 CC0300
 CC0300.The dynamic height is computed by dividing the NAVD 88
 CC0300.geopotential number by the normal gravity value computed on the
 CC0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0300.degrees latitude (g = 980.6199 gals.).
 CC0300
 CC0300.The modeled gravity was interpolated from observed gravity values.
 CC0300
 CC0300;                    North         East    Units  Estimated Accuracy
 CC0300;SPC TX C     - 3,233,130.      438,060.      MT  (+/- 180 meters Scaled)
 CC0300
 CC0300                          SUPERSEDED SURVEY CONTROL
 CC0300
 CC0300  NGVD 29 (??/??/92)  838.636  (m)         2751.42   (f) ADJ UNCH    2 0
 CC0300
 CC0300.Superseded values are not recommended for survey control.
 CC0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0300.See file dsdata.txt to determine how the superseded data were derived.
 CC0300
 CC0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR801132(NAD 83)
 CC0300_MARKER: DB = BENCH MARK DISK
 CC0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0300_STAMPING: X-447 1935
 CC0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0300+STABILITY: SURFACE MOTION
 CC0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0300+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 CC0300
 CC0300  HISTORY     - Date     Condition        Report By
 CC0300  HISTORY     - 1935     MONUMENTED       CGS
 CC0300  HISTORY     - 20030905 GOOD             INDIV
 CC0300
 CC0300                          STATION DESCRIPTION
 CC0300
 CC0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0300'8.3 MI S FROM KERMIT.
 CC0300'8.3 MI. S. ALONG T. AND N.M. RY. 0.9 MI. N. OF A GRADE CROSSING, 0.3
 CC0300'MI. N. OF MILE POST NO. 15, 105 FT. E. OF THE CENTER LINE OF TRACK,
 CC0300'AND 2 FT. W. OF R.O.W. FENCE.
 CC0300
 CC0300                          STATION RECOVERY (2003)
 CC0300
 CC0300'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0405 ***********************************************************************
 BN0405  DESIGNATION -  X 448
 BN0405  PID         -  BN0405
 BN0405  STATE/COUNTY-  TX/KIMBLE
 BN0405  USGS QUAD   -  BIG DRAW (1970)
 BN0405
 BN0405                         *CURRENT SURVEY CONTROL
 BN0405  ___________________________________________________________________
 BN0405* NAD 83(1986)-  30 34 25.     (N)    099 38 20.     (W)     SCALED    
 BN0405* NAVD 88     -       519.654  (meters)    1704.90   (feet)  ADJUSTED  
 BN0405  ___________________________________________________________________
 BN0405  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 BN0405  DYNAMIC HT  -         518.919 (meters)    1702.49  (feet)  COMP
 BN0405  MODELED GRAV-     979,211.0   (mgal)                       NAVD 88
 BN0405
 BN0405  VERT ORDER  -  SECOND    CLASS 0
 BN0405
 BN0405.The horizontal coordinates were scaled from a topographic map and have
 BN0405.an estimated accuracy of +/- 6 seconds.
 BN0405
 BN0405.The orthometric height was determined by differential leveling
 BN0405.and adjusted by the National Geodetic Survey in June 1991..
 BN0405
 BN0405.The geoid height was determined by GEOID03.
 BN0405
 BN0405.The dynamic height is computed by dividing the NAVD 88
 BN0405.geopotential number by the normal gravity value computed on the
 BN0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0405.degrees latitude (g = 980.6199 gals.).
 BN0405
 BN0405.The modeled gravity was interpolated from observed gravity values.
 BN0405
 BN0405;                    North         East    Units  Estimated Accuracy
 BN0405;SPC TX C     - 3,100,750.      766,610.      MT  (+/- 180 meters Scaled)
 BN0405
 BN0405                          SUPERSEDED SURVEY CONTROL
 BN0405
 BN0405  NGVD 29 (??/??/92)  519.610  (m)         1704.75   (f) ADJ UNCH    2 0
 BN0405
 BN0405.Superseded values are not recommended for survey control.
 BN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0405.See file dsdata.txt to determine how the superseded data were derived.
 BN0405
 BN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU387825(NAD 83)
 BN0405_MARKER: DB = BENCH MARK DISK
 BN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0405_STAMPING: X 448 1935
 BN0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0405+STABILITY: SURFACE MOTION
 BN0405
 BN0405  HISTORY     - Date     Condition        Report By
 BN0405  HISTORY     - 1935     MONUMENTED       CGS
 BN0405  HISTORY     - 1953     GOOD             NGS
 BN0405  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BN0405
 BN0405                          STATION DESCRIPTION
 BN0405
 BN0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0405'10.3 MI NE FROM JUNCTION.
 BN0405'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 83 AND 290 FROM THE COURTHOUSE
 BN0405'AT JUNCTION, THENCE 1.9 MILES NORTHEAST ALONG OLD U. S. HIGHWAY 290,
 BN0405'THENCE 2.4 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 5.5 MILES
 BN0405'NORTHEAST ALONG U.S. HIGHWAY 377, 0.1 MILE SOUTHEAST OF THE BASE OF A
 BN0405'BLUFF, 221.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 170
 BN0405'FEET SOUTH OF A POWER POLE, 170.5 FEET SOUTHEAST OF A FENCE, 170.5
 BN0405'FEET SOUTHEAST OF A WITNESS POST, 30 FEET SOUTHEAST OF THE CENTER LINE
 BN0405'OF AN ABANDONED ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BN0405'1.3 FEET ABOVE THE GROUND.
 BN0405
 BN0405                          STATION RECOVERY (1999)
 BN0405
 BN0405'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0279 ***********************************************************************
 BN0279  DESIGNATION -  X 449
 BN0279  PID         -  BN0279
 BN0279  STATE/COUNTY-  TX/KERR
 BN0279  USGS QUAD   -  MOUNTAIN HOME (1982)
 BN0279
 BN0279                         *CURRENT SURVEY CONTROL
 BN0279  ___________________________________________________________________
 BN0279* NAD 83(1986)-  30 08 30.     (N)    099 19 14.     (W)     SCALED    
 BN0279* NAVD 88     -       556.321  (meters)    1825.20   (feet)  ADJUSTED  
 BN0279  ___________________________________________________________________
 BN0279  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BN0279  DYNAMIC HT  -         555.529 (meters)    1822.60  (feet)  COMP
 BN0279  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 BN0279
 BN0279  VERT ORDER  -  SECOND    CLASS 0
 BN0279
 BN0279.The horizontal coordinates were scaled from a topographic map and have
 BN0279.an estimated accuracy of +/- 6 seconds.
 BN0279
 BN0279.The orthometric height was determined by differential leveling
 BN0279.and adjusted by the National Geodetic Survey in June 1991..
 BN0279
 BN0279.The geoid height was determined by GEOID03.
 BN0279
 BN0279.The dynamic height is computed by dividing the NAVD 88
 BN0279.geopotential number by the normal gravity value computed on the
 BN0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0279.degrees latitude (g = 980.6199 gals.).
 BN0279
 BN0279.The modeled gravity was interpolated from observed gravity values.
 BN0279
 BN0279;                    North         East    Units  Estimated Accuracy
 BN0279;SPC TXSC     - 4,255,880.      569,120.      MT  (+/- 180 meters Scaled)
 BN0279
 BN0279                          SUPERSEDED SURVEY CONTROL
 BN0279
 BN0279  NGVD 29 (??/??/92)  556.261  (m)         1825.00   (f) ADJ UNCH    2 0
 BN0279
 BN0279.Superseded values are not recommended for survey control.
 BN0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0279.See file dsdata.txt to determine how the superseded data were derived.
 BN0279
 BN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU691345(NAD 83)
 BN0279_MARKER: DB = BENCH MARK DISK
 BN0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0279_SP_SET: CULVERT
 BN0279_STAMPING: X 449 1935
 BN0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0279+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0279
 BN0279  HISTORY     - Date     Condition        Report By
 BN0279  HISTORY     - 1935     MONUMENTED       CGS
 BN0279  HISTORY     - 1953     GOOD             NGS
 BN0279  HISTORY     - 20040702 GOOD             USPSQD
 BN0279  HISTORY     - 20050718 GOOD             USPSQD
 BN0279
 BN0279                          STATION DESCRIPTION
 BN0279
 BN0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0279'3.75 MI SE FROM MT HOME.
 BN0279'3.75 MILES SOUTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 BN0279'MT. HOME, 375 FEET WEST OF THE CENTER OF A JUNCTION WITH FARM ROAD
 BN0279'479, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 BN0279'OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 BN0279
 BN0279                          STATION RECOVERY (2004)
 BN0279
 BN0279'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0279'RECOVERED IN GOOD CONDITION.
 BN0279
 BN0279                          STATION RECOVERY (2005)
 BN0279
 BN0279'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1495 ***********************************************************************
 AN1495  DESIGNATION -  X 45
 AN1495  PID         -  AN1495
 AN1495  STATE/COUNTY-  TX/BEE
 AN1495  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1495
 AN1495                         *CURRENT SURVEY CONTROL
 AN1495  ___________________________________________________________________
 AN1495* NAD 83(1986)-  28 12 12.     (N)    097 37 52.     (W)     SCALED    
 AN1495* NAVD 88     -        32.32   (+/-2cm)     106.0    (feet)  VERTCON   
 AN1495  ___________________________________________________________________
 AN1495  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN1495
 AN1495  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1495
 AN1495.The horizontal coordinates were scaled from a topographic map and have
 AN1495.an estimated accuracy of +/- 6 seconds.
 AN1495
 AN1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1495.The vertical order pertains to the NGVD 29 superseded value.
 AN1495
 AN1495.The geoid height was determined by GEOID03.
 AN1495
 AN1495;                    North         East    Units  Estimated Accuracy
 AN1495;SPC TXSC     - 4,041,800.      734,400.      MT  (+/- 180 meters Scaled)
 AN1495
 AN1495                          SUPERSEDED SURVEY CONTROL
 AN1495
 AN1495  NGVD 29 (??/??/92)   32.383  (m)          106.24   (f) ADJ UNCH    1 2
 AN1495
 AN1495.Superseded values are not recommended for survey control.
 AN1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1495.See file dsdata.txt to determine how the superseded data were derived.
 AN1495
 AN1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS343204(NAD 83)
 AN1495_MARKER: DB = BENCH MARK DISK
 AN1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1495_STAMPING: X-45 1917 ELEV. 106.253 FT.
 AN1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1495+STABILITY: SURFACE MOTION
 AN1495
 AN1495  HISTORY     - Date     Condition        Report By
 AN1495  HISTORY     - 1917     MONUMENTED       CGS
 AN1495  HISTORY     - 1943     GOOD             NGS
 AN1495  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1495  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1495  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1495
 AN1495                          STATION DESCRIPTION
 AN1495
 AN1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1495'4.5 MI SE FROM SKIDMORE.
 AN1495'4.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1495'STATION AT SKIDMORE, SET ON THE SOUTHWEST SIDE OF THE TRACK FROM THE
 AN1495'5TH. POLE NORTHWEST OF MILEPOST NO. 109, 43.6 FEET SOUTHWEST OF THE
 AN1495'SOUTHWEST RAIL OF THE TRACK, 33.4 FEET NORTHEAST OF THE CENTER-LINE OF
 AN1495'U.S. HIGHWAY NO. 181, 1.8 FEET SOUTHEAST OF THE REFERENCE POST. BENCH
 AN1495'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT
 AN1495'ABOVE THE GROUND.
 AN1495
 AN1495                          STATION RECOVERY (1974)
 AN1495
 AN1495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1495'MARK NOT FOUND.
 AN1495
 AN1495                          STATION RECOVERY (1981)
 AN1495
 AN1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1495'SEARCHED FOR, NOT RECOVERED.
 AN1495
 AN1495                          STATION RECOVERY (1987)
 AN1495
 AN1495'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1496 ***********************************************************************
 AN1496  DESIGNATION -  X 45 RESET 1960
 AN1496  PID         -  AN1496
 AN1496  STATE/COUNTY-  TX/BEE
 AN1496  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1496
 AN1496                         *CURRENT SURVEY CONTROL
 AN1496  ___________________________________________________________________
 AN1496* NAD 83(1986)-  28 12 12.     (N)    097 37 52.     (W)     SCALED    
 AN1496* NAVD 88     -        32.04   (+/-2cm)     105.1    (feet)  VERTCON   
 AN1496  ___________________________________________________________________
 AN1496  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN1496
 AN1496  VERT ORDER  -  THIRD (See Below)
 AN1496
 AN1496.The horizontal coordinates were scaled from a topographic map and have
 AN1496.an estimated accuracy of +/- 6 seconds.
 AN1496
 AN1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1496.The vertical order pertains to the NGVD 29 superseded value.
 AN1496
 AN1496.The geoid height was determined by GEOID03.
 AN1496
 AN1496;                    North         East    Units  Estimated Accuracy
 AN1496;SPC TXSC     - 4,041,800.      734,400.      MT  (+/- 180 meters Scaled)
 AN1496
 AN1496                          SUPERSEDED SURVEY CONTROL
 AN1496
 AN1496  NGVD 29 (01/29/03)   32.11   (m)          105.3    (f) RESET       3  
 AN1496
 AN1496.Superseded values are not recommended for survey control.
 AN1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1496.See file dsdata.txt to determine how the superseded data were derived.
 AN1496
 AN1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS343204(NAD 83)
 AN1496_MARKER: DB = BENCH MARK DISK
 AN1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1496_STAMPING: X 45 RESET 1960
 AN1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1496+STABILITY: SURFACE MOTION
 AN1496
 AN1496  HISTORY     - Date     Condition        Report By
 AN1496  HISTORY     - 1960     MONUMENTED       TXHD
 AN1496
 AN1496                          STATION DESCRIPTION
 AN1496
 AN1496'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 AN1496'4.5 MI SE FROM SKIDMORE.
 AN1496'ABOUT 4.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN1496'FROM THE STATION AT SKIDMORE, BEE COUNTY, ABOUT 5 POLES NORTHWEST OF
 AN1496'MILEPOST 109, 38.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 39.9 FEET
 AN1496'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 181, AND SET IN THE TOP OF
 AN1496'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2133 ***********************************************************************
 AY2133  DESIGNATION -  X 450 RESET
 AY2133  PID         -  AY2133
 AY2133  STATE/COUNTY-  TX/BANDERA
 AY2133  USGS QUAD   -  BANDERA (1982)
 AY2133
 AY2133                         *CURRENT SURVEY CONTROL
 AY2133  ___________________________________________________________________
 AY2133* NAD 83(1986)-  29 44 31.     (N)    099 01 41.     (W)     SCALED    
 AY2133* NAVD 88     -       404.51   (meters)    1327.1    (feet)  RESET     
 AY2133  ___________________________________________________________________
 AY2133  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AY2133
 AY2133  VERT ORDER  -  THIRD
 AY2133
 AY2133.The horizontal coordinates were scaled from a topographic map and have
 AY2133.an estimated accuracy of +/- 6 seconds.
 AY2133
 AY2133.The orthometric height was computed from unverified reset data.
 AY2133.No vertical observational check was made to the station.
 AY2133
 AY2133.The geoid height was determined by GEOID03.
 AY2133
 AY2133;                    North         East    Units  Estimated Accuracy
 AY2133;SPC TXSC     - 4,211,530.      597,290.      MT  (+/- 180 meters Scaled)
 AY2133
 AY2133                          SUPERSEDED SURVEY CONTROL
 AY2133
 AY2133  NGVD 29 (01/29/03)  404.41   (m)         1326.8    (f) RESET       3  
 AY2133
 AY2133.Superseded values are not recommended for survey control.
 AY2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2133.See file dsdata.txt to determine how the superseded data were derived.
 AY2133
 AY2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT972901(NAD 83)
 AY2133_MARKER: DB = BENCH MARK DISK
 AY2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2133_SP_SET: CONCRETE POST
 AY2133_STAMPING: X 450 RESET 1980
 AY2133_MARK LOGO: NGS   
 AY2133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2133+STABILITY: SURFACE MOTION
 AY2133
 AY2133  HISTORY     - Date     Condition        Report By
 AY2133  HISTORY     - 1980     MONUMENTED       NGS
 AY2133  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY2133
 AY2133                          STATION DESCRIPTION
 AY2133
 AY2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY2133'3.2 MI (5.1 KM) ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF STATE
 AY2133'HIGHWAYS 16 AND 173 IN BANDERA, 300 FT (91.4 M) NORTH OF CENTER OF
 AY2133'NEW ROAD, 3 FT (0.9 M) SOUTH OF A CHAIN LINK FENCE AND 2 FT (0.6 M)
 AY2133'SOUTH OF WOOD WITNESS POST, AND FLUSH WITH GROUND.
 AY2133
 AY2133                          STATION RECOVERY (1993)
 AY2133
 AY2133'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY2133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0354 ***********************************************************************
 CD0354  DESIGNATION -  X 451
 CD0354  PID         -  CD0354
 CD0354  STATE/COUNTY-  TX/CULBERSON
 CD0354  USGS QUAD   -  SIX BAR RANCH (1973)
 CD0354
 CD0354                         *CURRENT SURVEY CONTROL
 CD0354  ___________________________________________________________________
 CD0354* NAD 83(1986)-  31 43 04.     (N)    104 51 45.     (W)     SCALED    
 CD0354* NAVD 88     -      1203.303  (meters)    3947.84   (feet)  ADJUSTED  
 CD0354  ___________________________________________________________________
 CD0354  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CD0354  DYNAMIC HT  -        1201.467 (meters)    3941.81  (feet)  COMP
 CD0354  MODELED GRAV-     979,072.2   (mgal)                       NAVD 88
 CD0354
 CD0354  VERT ORDER  -  SECOND    CLASS 0
 CD0354
 CD0354.The horizontal coordinates were scaled from a topographic map and have
 CD0354.an estimated accuracy of +/- 6 seconds.
 CD0354
 CD0354.The orthometric height was determined by differential leveling
 CD0354.and adjusted by the National Geodetic Survey in June 1991..
 CD0354
 CD0354.The geoid height was determined by GEOID03.
 CD0354
 CD0354.The dynamic height is computed by dividing the NAVD 88
 CD0354.geopotential number by the normal gravity value computed on the
 CD0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0354.degrees latitude (g = 980.6199 gals.).
 CD0354
 CD0354.The modeled gravity was interpolated from observed gravity values.
 CD0354
 CD0354;                    North         East    Units  Estimated Accuracy
 CD0354;SPC TX C     - 3,236,120.      270,860.      MT  (+/- 180 meters Scaled)
 CD0354
 CD0354                          SUPERSEDED SURVEY CONTROL
 CD0354
 CD0354  NGVD 29 (??/??/92) 1202.756  (m)         3946.04   (f) ADJ UNCH    2 0
 CD0354
 CD0354.Superseded values are not recommended for survey control.
 CD0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0354.See file dsdata.txt to determine how the superseded data were derived.
 CD0354
 CD0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER130091(NAD 83)
 CD0354_MARKER: DB = BENCH MARK DISK
 CD0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0354_STAMPING: X 451 1934
 CD0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0354+STABILITY: SURFACE MOTION
 CD0354
 CD0354  HISTORY     - Date     Condition        Report By
 CD0354  HISTORY     - 1934     MONUMENTED       CGS
 CD0354  HISTORY     - 1958     GOOD             NGS
 CD0354
 CD0354                          STATION DESCRIPTION
 CD0354
 CD0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0354'49.8 MI N FROM VAN HORN.
 CD0354'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0354'STATION AT VAN HORN, THENCE ABOUT 49.65 MILES NORTH ALONG STATE
 CD0354'HIGHWAY 54.  120 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 CD0354'0.4 MILE NORTH OF THE 6-BAR RANCH HOUSE, ABOUT 0.1 MILE SOUTH OF THE
 CD0354'CREST OF A SMALL GRADE, 31 FEET WEST OF THE CENTER LINE OF THE OLD
 CD0354'HIGHWAY, 40 FEET EAST OF A FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 CD0354'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0523 ***********************************************************************
 BP0523  DESIGNATION -  X 452 RESET 1955
 BP0523  PID         -  BP0523
 BP0523  STATE/COUNTY-  TX/REEVES
 BP0523  USGS QUAD   -  BALMORHEA (1980)
 BP0523
 BP0523                         *CURRENT SURVEY CONTROL
 BP0523  ___________________________________________________________________
 BP0523* NAD 83(1986)-  30 59 41.     (N)    103 39 41.     (W)     SCALED    
 BP0523* NAVD 88     -       923.52   (+/-2cm)    3029.9    (feet)  VERTCON   
 BP0523  ___________________________________________________________________
 BP0523  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BP0523
 BP0523  VERT ORDER  -  THIRD (See Below)
 BP0523
 BP0523.The horizontal coordinates were scaled from a topographic map and have
 BP0523.an estimated accuracy of +/- 6 seconds.
 BP0523
 BP0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0523.The vertical order pertains to the NGVD 29 superseded value.
 BP0523
 BP0523.The geoid height was determined by GEOID03.
 BP0523
 BP0523;                    North         East    Units  Estimated Accuracy
 BP0523;SPC TX C     - 3,151,980.      382,220.      MT  (+/- 180 meters Scaled)
 BP0523
 BP0523                          SUPERSEDED SURVEY CONTROL
 BP0523
 BP0523  NGVD 29 (01/29/03)  923.24   (m)         3029.0    (f) RESET       3  
 BP0523
 BP0523.Superseded values are not recommended for survey control.
 BP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0523.See file dsdata.txt to determine how the superseded data were derived.
 BP0523
 BP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ278297(NAD 83)
 BP0523_MARKER: DB = BENCH MARK DISK
 BP0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0523_STAMPING: X 452 RESET 1955 3028.988
 BP0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0523+STABILITY: SURFACE MOTION
 BP0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BP0523+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 BP0523
 BP0523  HISTORY     - Date     Condition        Report By
 BP0523  HISTORY     - 1955     MONUMENTED       CGS
 BP0523  HISTORY     - 1958     GOOD             NGS
 BP0523  HISTORY     - 20050730 GOOD             USPSQD
 BP0523
 BP0523                          STATION DESCRIPTION
 BP0523
 BP0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0523'5.1 MI E FROM BALMORHEA.
 BP0523'ABOUT 5.1 MILE EAST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0523'BALMORHEA, 163 FEET NORTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE
 BP0523'OF THE HIGHWAY, 103 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 BP0523'TRAFFIC LANE OF HIGHWAY 17, 21 FEET SOUTHEAST OF A CONCRETE IRRIGATION
 BP0523'DITCH, 1 1/2 FEET NORTH OF THE EAST CONCRETE POST SUPPORTING THE MOST
 BP0523'SOUTHWESTERLY CONCRETE ROAD SIDE PARK ARBOR, AND IN A CONCRETE POST
 BP0523'FLUSH WITH THE CONCRETE PATIO OF THE ARBOR.
 BP0523
 BP0523                          STATION RECOVERY (2005)
 BP0523
 BP0523'RECOVERY NOTE BY US POWER SQUADRON 2005 (BEL)
 BP0523'MARK ABOUT 4 INCHES BELOW SURFACE AND COVERED BY METAL PLATE FOR
 BP0523'PROTECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0133 ***********************************************************************
 BQ0133  DESIGNATION -  X 453
 BQ0133  PID         -  BQ0133
 BQ0133  STATE/COUNTY-  TX/PRESIDIO
 BQ0133  USGS QUAD   -  MARFA (1983)
 BQ0133
 BQ0133                         *CURRENT SURVEY CONTROL
 BQ0133  ___________________________________________________________________
 BQ0133* NAD 83(1986)-  30 16 59.     (N)    104 01 49.     (W)     SCALED    
 BQ0133* NAVD 88     -      1417.386  (meters)    4650.21   (feet)  ADJUSTED  
 BQ0133  ___________________________________________________________________
 BQ0133  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 BQ0133  DYNAMIC HT  -        1415.025 (meters)    4642.46  (feet)  COMP
 BQ0133  MODELED GRAV-     978,926.8   (mgal)                       NAVD 88
 BQ0133
 BQ0133  VERT ORDER  -  FIRST     CLASS II
 BQ0133
 BQ0133.The horizontal coordinates were scaled from a topographic map and have
 BQ0133.an estimated accuracy of +/- 6 seconds.
 BQ0133
 BQ0133.The orthometric height was determined by differential leveling
 BQ0133.and adjusted by the National Geodetic Survey in June 1991..
 BQ0133
 BQ0133.The geoid height was determined by GEOID03.
 BQ0133
 BQ0133.The dynamic height is computed by dividing the NAVD 88
 BQ0133.geopotential number by the normal gravity value computed on the
 BQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0133.degrees latitude (g = 980.6199 gals.).
 BQ0133
 BQ0133.The modeled gravity was interpolated from observed gravity values.
 BQ0133
 BQ0133;                    North         East    Units  Estimated Accuracy
 BQ0133;SPC TXSC     - 4,281,910.      116,180.      MT  (+/- 180 meters Scaled)
 BQ0133
 BQ0133                          SUPERSEDED SURVEY CONTROL
 BQ0133
 BQ0133  NGVD 29 (??/??/92) 1416.843  (m)         4648.43   (f) ADJ UNCH    1 2
 BQ0133
 BQ0133.Superseded values are not recommended for survey control.
 BQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0133.See file dsdata.txt to determine how the superseded data were derived.
 BQ0133
 BQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP932505(NAD 83)
 BQ0133_MARKER: DB = BENCH MARK DISK
 BQ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0133_STAMPING: X 453 1935
 BQ0133_MARK LOGO: CGS   
 BQ0133_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0133+STABILITY: SURFACE MOTION
 BQ0133
 BQ0133  HISTORY     - Date     Condition        Report By
 BQ0133  HISTORY     - 1935     MONUMENTED       CGS
 BQ0133  HISTORY     - 1958     GOOD             NGS
 BQ0133  HISTORY     - 1981     GOOD             NGS
 BQ0133  HISTORY     - 1989     GOOD             USPSQD
 BQ0133  HISTORY     - 19961010 GOOD             USPSQD
 BQ0133
 BQ0133                          STATION DESCRIPTION
 BQ0133
 BQ0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0133'2.0 MI SW FROM MARFA.
 BQ0133'ABOUT 2.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0133'NEW ORLEANS RAILROAD STATION AT MARFA, ABOUT 0.5 MILE SOUTHWEST OF THE
 BQ0133'RUIDOSO ROAD, 48 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 BQ0133'1/2 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, 1 1/2 FEET SOUTHWEST OF
 BQ0133'A WHITE WOODEN WITNESS POST, 1 FOOT SOUTHEAST OF A RIGHT OF WAY
 BQ0133'MARKER, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 BQ0133'POST PROJECTING 3 INCHES.
 BQ0133
 BQ0133                          STATION RECOVERY (1981)
 BQ0133
 BQ0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0133'3.1 KM (1.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0133'WITH U.S. HIGHWAY 90 IN MARFA, 29.6 METERS (97.0 FT) EAST-SOUTHEAST
 BQ0133'AND ACROSS THE HIGHWAY FROM BENCH MARK X 453 RESET 1975, 14.6 METERS
 BQ0133'(48.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.5
 BQ0133'METER (1.5 FT) EAST-SOUTHEAST OF A FENCE, AND 0.3 METER (1.0 FT)
 BQ0133'SOUTHEAST OF A RIGHT OF WAY MARKER.
 BQ0133'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 BQ0133'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0133
 BQ0133                          STATION RECOVERY (1989)
 BQ0133
 BQ0133'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0133'RECOVERED IN GOOD CONDITION.
 BQ0133
 BQ0133                          STATION RECOVERY (1996)
 BQ0133
 BQ0133'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0134 ***********************************************************************
 BQ0134  DESIGNATION -  X 453 RESET 1975
 BQ0134  PID         -  BQ0134
 BQ0134  STATE/COUNTY-  TX/PRESIDIO
 BQ0134  USGS QUAD   -  MARFA (1983)
 BQ0134
 BQ0134                         *CURRENT SURVEY CONTROL
 BQ0134  ___________________________________________________________________
 BQ0134* NAD 83(1986)-  30 16 59.     (N)    104 01 50.     (W)     SCALED    
 BQ0134* NAVD 88     -      1417.450  (meters)    4650.42   (feet)  ADJUSTED  
 BQ0134  ___________________________________________________________________
 BQ0134  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 BQ0134  DYNAMIC HT  -        1415.090 (meters)    4642.67  (feet)  COMP
 BQ0134  MODELED GRAV-     978,926.8   (mgal)                       NAVD 88
 BQ0134
 BQ0134  VERT ORDER  -  FIRST     CLASS II
 BQ0134
 BQ0134.The horizontal coordinates were scaled from a topographic map and have
 BQ0134.an estimated accuracy of +/- 6 seconds.
 BQ0134
 BQ0134.The orthometric height was determined by differential leveling
 BQ0134.and adjusted by the National Geodetic Survey in June 1991..
 BQ0134
 BQ0134.The geoid height was determined by GEOID03.
 BQ0134
 BQ0134.The dynamic height is computed by dividing the NAVD 88
 BQ0134.geopotential number by the normal gravity value computed on the
 BQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0134.degrees latitude (g = 980.6199 gals.).
 BQ0134
 BQ0134.The modeled gravity was interpolated from observed gravity values.
 BQ0134
 BQ0134;                    North         East    Units  Estimated Accuracy
 BQ0134;SPC TXSC     - 4,281,910.      116,150.      MT  (+/- 180 meters Scaled)
 BQ0134
 BQ0134                          SUPERSEDED SURVEY CONTROL
 BQ0134
 BQ0134.No superseded survey control is available for this station.
 BQ0134
 BQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP932505(NAD 83)
 BQ0134_MARKER: DB = BENCH MARK DISK
 BQ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0134_STAMPING: X 453 RESET 1975
 BQ0134_MARK LOGO: NGS   
 BQ0134_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0134+STABILITY: SURFACE MOTION
 BQ0134
 BQ0134  HISTORY     - Date     Condition        Report By
 BQ0134  HISTORY     - 1975     MONUMENTED       NGS
 BQ0134  HISTORY     - 1981     GOOD             NGS
 BQ0134  HISTORY     - 1990     GOOD             USPSQD
 BQ0134  HISTORY     - 19961010 GOOD             USPSQD
 BQ0134
 BQ0134                          STATION DESCRIPTION
 BQ0134
 BQ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BQ0134'2.0 MI SSW FROM MARFA.
 BQ0134'FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND 90 IN MARFA, GO
 BQ0134'SOUTH-SOUTHWEST ON U.S. HWY.  67 FOR 2.0 MILES TO MARK ON THE LEFT.
 BQ0134'THE MARK IS A 2-INCH CAST ALUMINUM (BRENTSEN A-1) PIPE, WITH A 3-1/4
 BQ0134'INCH CAST ALUMINUM DISK, THAT IS STAMPED X 453 RESET 1975 AND PROJECTS
 BQ0134'4-INCHES.  IT IS 51 FEET EAST-SOUTHEAST OF THE PRESENT CENTER-LINE OF
 BQ0134'HIGHWAY, 4 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY CONCRETE MARKER,
 BQ0134'1-FOOT NORTH OF A WITNESS POST AND IN THE FENCE-LINE.
 BQ0134
 BQ0134                          STATION RECOVERY (1981)
 BQ0134
 BQ0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0134'3.1 KM (1.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0134'WITH U.S. HIGHWAY 90 IN MARFA, 29.6 METERS (97.0 FT) WEST-NORTHWEST
 BQ0134'AND ACROSS THE HIGHWAY FROM BENCH MARK X 453, 14.9 METERS (49.0 FT)
 BQ0134'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.1 METER
 BQ0134'(0.2 FT) WEST-NORTHWEST OF A FENCE.
 BQ0134'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 BQ0134'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0134
 BQ0134                          STATION RECOVERY (1990)
 BQ0134
 BQ0134'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0134'RECOVERED IN GOOD CONDITION.
 BQ0134
 BQ0134                          STATION RECOVERY (1996)
 BQ0134
 BQ0134'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0370 ***********************************************************************
 BQ0370  DESIGNATION -  X 453 RESET 1979
 BQ0370  PID         -  BQ0370
 BQ0370  STATE/COUNTY-  TX/PRESIDIO
 BQ0370  USGS QUAD   -  MARFA (1983)
 BQ0370
 BQ0370                         *CURRENT SURVEY CONTROL
 BQ0370  ___________________________________________________________________
 BQ0370* NAD 83(1986)-  30 17 15.     (N)    104 01 39.     (W)     SCALED    
 BQ0370* NAVD 88     -      1417.127  (meters)    4649.36   (feet)  ADJUSTED  
 BQ0370  ___________________________________________________________________
 BQ0370  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BQ0370  DYNAMIC HT  -        1414.766 (meters)    4641.61  (feet)  COMP
 BQ0370  MODELED GRAV-     978,925.9   (mgal)                       NAVD 88
 BQ0370
 BQ0370  VERT ORDER  -  FIRST     CLASS II
 BQ0370
 BQ0370.The horizontal coordinates were scaled from a topographic map and have
 BQ0370.an estimated accuracy of +/- 6 seconds.
 BQ0370
 BQ0370.The orthometric height was determined by differential leveling
 BQ0370.and adjusted by the National Geodetic Survey in June 1991..
 BQ0370
 BQ0370.The geoid height was determined by GEOID03.
 BQ0370
 BQ0370.The dynamic height is computed by dividing the NAVD 88
 BQ0370.geopotential number by the normal gravity value computed on the
 BQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0370.degrees latitude (g = 980.6199 gals.).
 BQ0370
 BQ0370.The modeled gravity was interpolated from observed gravity values.
 BQ0370
 BQ0370;                    North         East    Units  Estimated Accuracy
 BQ0370;SPC TXSC     - 4,282,390.      116,470.      MT  (+/- 180 meters Scaled)
 BQ0370
 BQ0370                          SUPERSEDED SURVEY CONTROL
 BQ0370
 BQ0370.No superseded survey control is available for this station.
 BQ0370
 BQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP935510(NAD 83)
 BQ0370_MARKER: DB = BENCH MARK DISK
 BQ0370_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BQ0370_SP_SET: HEADWALL
 BQ0370_STAMPING: X 453 RESET 1979
 BQ0370_MARK LOGO: NGS   
 BQ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0370+STABILITY: SURFACE MOTION
 BQ0370
 BQ0370  HISTORY     - Date     Condition        Report By
 BQ0370  HISTORY     - 1979     MONUMENTED       NGS
 BQ0370  HISTORY     - 1981     GOOD             NGS
 BQ0370  HISTORY     - 1989     GOOD             USPSQD
 BQ0370  HISTORY     - 19961010 GOOD             USPSQD
 BQ0370
 BQ0370                          STATION DESCRIPTION
 BQ0370
 BQ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0370'2.7 KM (1.7 MI) SOUTH FROM MARFA.
 BQ0370'2.7 KM (1.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0370'WITH U.S. HIGHWAY 90 IN MARFA, IN TOP OF AND 0.2 METER (0.8 FT)
 BQ0370'SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A 4X8 FOOT CONCRETE
 BQ0370'BOX CULVERT, AND 8.5 METERS (28.0 FT) WEST-NORTHWEST OF THE CENTERLINE
 BQ0370'OF THE HIGHWAY.
 BQ0370'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0370
 BQ0370                          STATION RECOVERY (1989)
 BQ0370
 BQ0370'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0370'RECOVERED IN GOOD CONDITION.
 BQ0370
 BQ0370                          STATION RECOVERY (1996)
 BQ0370
 BQ0370'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0013 ***********************************************************************
 BB0013  DESIGNATION -  X 454
 BB0013  PID         -  BB0013
 BB0013  STATE/COUNTY-  TX/PRESIDIO
 BB0013  USGS QUAD   -  SHAFTER (1983)
 BB0013
 BB0013                         *CURRENT SURVEY CONTROL
 BB0013  ___________________________________________________________________
 BB0013* NAD 83(1986)-  29 45 09.     (N)    104 21 06.     (W)     SCALED    
 BB0013* NAVD 88     -      1146.721  (meters)    3762.20   (feet)  ADJUSTED  
 BB0013  ___________________________________________________________________
 BB0013  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 BB0013  DYNAMIC HT  -        1144.833 (meters)    3756.01  (feet)  COMP
 BB0013  MODELED GRAV-     978,956.6   (mgal)                       NAVD 88
 BB0013
 BB0013  VERT ORDER  -  FIRST     CLASS II
 BB0013
 BB0013.The horizontal coordinates were scaled from a topographic map and have
 BB0013.an estimated accuracy of +/- 6 seconds.
 BB0013
 BB0013.The orthometric height was determined by differential leveling
 BB0013.and adjusted by the National Geodetic Survey in June 1991..
 BB0013.WARNING-Repeat measurements at this control monument indicate possible
 BB0013.vertical movement.
 BB0013
 BB0013.The geoid height was determined by GEOID03.
 BB0013
 BB0013.The dynamic height is computed by dividing the NAVD 88
 BB0013.geopotential number by the normal gravity value computed on the
 BB0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0013.degrees latitude (g = 980.6199 gals.).
 BB0013
 BB0013.The modeled gravity was interpolated from observed gravity values.
 BB0013
 BB0013;                    North         East    Units  Estimated Accuracy
 BB0013;SPC TXSC     - 4,224,540.       82,600.      MT  (+/- 180 meters Scaled)
 BB0013
 BB0013                          SUPERSEDED SURVEY CONTROL
 BB0013
 BB0013  NGVD 29 (??/??/92) 1146.301  (m)         3760.82   (f) ADJ UNCH    1 2
 BB0013
 BB0013.Superseded values are not recommended for survey control.
 BB0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0013.See file dsdata.txt to determine how the superseded data were derived.
 BB0013
 BB0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN626915(NAD 83)
 BB0013_MARKER: DB = BENCH MARK DISK
 BB0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0013_STAMPING: X 454 1935
 BB0013_MARK LOGO: CGS   
 BB0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0013+STABILITY: SURFACE MOTION
 BB0013
 BB0013  HISTORY     - Date     Condition        Report By
 BB0013  HISTORY     - 1935     MONUMENTED       CGS
 BB0013  HISTORY     - 1958     GOOD             NGS
 BB0013  HISTORY     - 1981     GOOD             NGS
 BB0013  HISTORY     - 19961010 GOOD             USPSQD
 BB0013
 BB0013                          STATION DESCRIPTION
 BB0013
 BB0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0013'5.9 MI SW FROM SHAFTER.
 BB0013'ABOUT 5.9 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE BRIDGE OVER
 BB0013'CIBOLO CREEK AT SHAFTER, 96 FEET EAST OF THE CENTER LINE OF THE
 BB0013'HIGHWAY, 3 POLES SOUTH OF A TELEPHONE POLE WITH 4 GUY WIRES, 92 FEET
 BB0013'SOUTHEAST OF A RIGHT OF WAY MARKER, 3 FEET SOUTH OF A TELEPHONE POLE,
 BB0013'IN LINE WITH A ROW OF POLES, ABOUT 5 FEET BELOW THE LEVEL OF THE
 BB0013'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BB0013
 BB0013                          STATION RECOVERY (1981)
 BB0013
 BB0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0013'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165) IS
 BB0013'ADEQUATE, EXCEPT ADD 32.9 METERS (108.0 FT) NORTHEAST OF THE CENTER
 BB0013'OF A FIELD ENTRANCE ROAD AND A METAL GATE, AND 7.3 METERS (24.0 FT)
 BB0013'EAST OF THE CENTER OF A GRAVELED ROAD, AND 0.6 METER (2.0 FT)
 BB0013'NORTH OF A WITNESS POST.
 BB0013
 BB0013                          STATION RECOVERY (1996)
 BB0013
 BB0013'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0196 ***********************************************************************
 AM0196  DESIGNATION -  X 455
 AM0196  PID         -  AM0196
 AM0196  STATE/COUNTY-  TX/MATAGORDA
 AM0196  USGS QUAD   -  BAY CITY (1972)
 AM0196
 AM0196                         *CURRENT SURVEY CONTROL
 AM0196  ___________________________________________________________________
 AM0196* NAD 83(1986)-  28 58 39.     (N)    095 54 48.     (W)     SCALED    
 AM0196* NAVD 88     -        11.54   (+/-2cm)      37.9    (feet)  VERTCON   
 AM0196  ___________________________________________________________________
 AM0196  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AM0196
 AM0196  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0196
 AM0196.The horizontal coordinates were scaled from a topographic map and have
 AM0196.an estimated accuracy of +/- 6 seconds.
 AM0196
 AM0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0196.The vertical order pertains to the NGVD 29 superseded value.
 AM0196
 AM0196.The geoid height was determined by GEOID03.
 AM0196
 AM0196;                    North         East    Units  Estimated Accuracy
 AM0196;SPC TXSC     - 4,130,770.      900,760.      MT  (+/- 180 meters Scaled)
 AM0196
 AM0196                          SUPERSEDED SURVEY CONTROL
 AM0196
 AM0196  NGVD 29 (??/??/92)   11.568  (m)           37.95   (f) ADJ UNCH    1 2
 AM0196
 AM0196.Superseded values are not recommended for survey control.
 AM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0196.See file dsdata.txt to determine how the superseded data were derived.
 AM0196
 AM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN161089(NAD 83)
 AM0196_MARKER: DB = BENCH MARK DISK
 AM0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0196_STAMPING: X 455 1951
 AM0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0196+STABILITY: SURFACE MOTION
 AM0196
 AM0196  HISTORY     - Date     Condition        Report By
 AM0196  HISTORY     - 1951     MONUMENTED       CGS
 AM0196  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0196  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0196
 AM0196                          STATION DESCRIPTION
 AM0196
 AM0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AM0196'3.7 MI E FROM BAY CITY.
 AM0196'1.6 MILES EAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT BAY
 AM0196'CITY, THENCE 1.9 MILES EAST ALONG FARM ROAD 457, THENCE 0.2 MILE SOUTH
 AM0196'ALONG A SHELL ROAD, AT THE MAGNUM AIRPORT, 11.4 FEET NORTH OF THE
 AM0196'NORTHEAST CORNER OF A HOUSE, 36.5 FEET SOUTHEAST OF THE CENTER LINE OF
 AM0196'A SHELL ROAD, 21.4 FEET EAST OF A FENCE CORNER, 15.7 FEET SOUTHEAST OF
 AM0196'A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AM0196'THE GROUND.
 AM0196
 AM0196                          STATION RECOVERY (1978)
 AM0196
 AM0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0196'NOT RECOVERED THIS DATE.
 AM0196
 AM0196                          STATION RECOVERY (1998)
 AM0196
 AM0196'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2742 ***********************************************************************
 AW2742  DESIGNATION -  X 457
 AW2742  PID         -  AW2742
 AW2742  STATE/COUNTY-  TX/GALVESTON
 AW2742  USGS QUAD   -  VIRGINIA POINT (1994)
 AW2742
 AW2742                         *CURRENT SURVEY CONTROL
 AW2742  ___________________________________________________________________
 AW2742* NAD 83(1986)-  29 19 23.     (N)    094 55 30.     (W)     SCALED    
 AW2742* NAVD 88     -         0.30   (+/-2cm)       1.0    (feet)  VERTCON   
 AW2742  ___________________________________________________________________
 AW2742  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW2742
 AW2742  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2742
 AW2742.The horizontal coordinates were scaled from a topographic map and have
 AW2742.an estimated accuracy of +/- 6 seconds.
 AW2742
 AW2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2742.The vertical order pertains to the NGVD 29 superseded value.
 AW2742
 AW2742.The geoid height was determined by GEOID03.
 AW2742
 AW2742;                    North         East    Units  Estimated Accuracy
 AW2742;SPC TXSC     - 4,172,000.      995,690.      MT  (+/- 180 meters Scaled)
 AW2742
 AW2742                          SUPERSEDED SURVEY CONTROL
 AW2742
 AW2742  NGVD 29 (??/??/92)    0.301  (m)            0.99   (f) ADJ UNCH    1 2
 AW2742
 AW2742.Superseded values are not recommended for survey control.
 AW2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2742.See file dsdata.txt to determine how the superseded data were derived.
 AW2742
 AW2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN130453(NAD 83)
 AW2742_MARKER: DB = BENCH MARK DISK
 AW2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2742+STABILITY: SURFACE MOTION
 AW2742
 AW2742  HISTORY     - Date     Condition        Report By
 AW2742  HISTORY     - UNK      MONUMENTED       CGS
 AW2742  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2742  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW2742
 AW2742                          STATION DESCRIPTION
 AW2742
 AW2742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2742'2.0 MI NW FROM VIRGINIA POINT.
 AW2742'0.5 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AW2742'THE SIGNAL STATION AT VIRGINIA POINT, THENCE ABOUT 1.5 MILE NORTHWEST
 AW2742'ALONG U.S. HIGHWAY 75, 672 FEET NORTHWEST OF THE CENTER LINE OF A
 AW2742'SHELL ROAD LEADING SOUTHWEST, 607 FEET NORTHWEST OF THE WEST CORNER OF
 AW2742'A CONCRETE BRIDGE, 200 FEET SOUTHEAST OF THE 3RD POWER POLE NORTHWEST
 AW2742'OF THE SHELL ROAD, 99 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW2742'SOUTHWEST TRAFFIC LANE OF THE HIGHWAY, 1 FOOT NORTHEAST OF AN OLD
 AW2742'FENCE LINE, 4 INCHES SOUTHWEST OF A METAL WITNESS POST, AND IN THE TOP
 AW2742'OF A CONCRETE POST NOW COVERED WITH ABOUT 2 FEET OF WATER.
 AW2742
 AW2742                          STATION RECOVERY (2005)
 AW2742
 AW2742'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3188 ***********************************************************************
 AW3188  DESIGNATION -  X 458
 AW3188  PID         -  AW3188
 AW3188  STATE/COUNTY-  TX/HARRIS
 AW3188  USGS QUAD   -  ALDINE (1995)
 AW3188
 AW3188                         *CURRENT SURVEY CONTROL
 AW3188  ___________________________________________________________________
 AW3188* NAD 83(1986)-  29 55 11.     (N)    095 24 26.     (W)     SCALED    
 AW3188* NAVD 88     -        26.40   (+/-2cm)      86.6    (feet)  VERTCON   
 AW3188  ___________________________________________________________________
 AW3188  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW3188
 AW3188  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3188
 AW3188.The horizontal coordinates were scaled from a topographic map and have
 AW3188.an estimated accuracy of +/- 6 seconds.
 AW3188
 AW3188.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3188.The vertical order pertains to the NGVD 29 superseded value.
 AW3188
 AW3188.The geoid height was determined by GEOID03.
 AW3188
 AW3188;                    North         East    Units  Estimated Accuracy
 AW3188;SPC TXSC     - 4,236,560.      946,850.      MT  (+/- 180 meters Scaled)
 AW3188
 AW3188                          SUPERSEDED SURVEY CONTROL
 AW3188
 AW3188  NGVD 29 (??/??/92)   26.400  (m)           86.61   (f) ADJ UNCH    1 2
 AW3188
 AW3188.Superseded values are not recommended for survey control.
 AW3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3188.See file dsdata.txt to determine how the superseded data were derived.
 AW3188
 AW3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP676123(NAD 83)
 AW3188_MARKER: DB = BENCH MARK DISK
 AW3188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3188_STAMPING: X 458 1951
 AW3188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3188+STABILITY: SURFACE MOTION
 AW3188
 AW3188  HISTORY     - Date     Condition        Report By
 AW3188  HISTORY     - 1951     MONUMENTED       CGS
 AW3188  HISTORY     - 1963     GOOD             NGS
 AW3188  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW3188  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3188
 AW3188                          STATION DESCRIPTION
 AW3188
 AW3188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3188'13.25 MI S FROM SPRING.
 AW3188'ABOUT 10.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 AW3188'STATION AT SPRING, THENCE 1.9 MILES WEST ALONG FARM ROAD 525, THENCE
 AW3188'0.85 MILE SOUTHEAST ALONG AIRLINE DRIVE, 224 FEET SOUTHWEST OF THE
 AW3188'CENTER LINE OF AIRLINE DRIVE, 246 FEET NORTH OF THE NORTH CONCRETE
 AW3188'FOUNDATION OF AIRLINE JUNIOR HIGH SCHOOL, 184 FEET SOUTHWEST OF GULF
 AW3188'COAST R.M. 2, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3188'GROUND.  NOTE-- THE BENCH MARK WAS PROBABLY DESTROYED DURING THE
 AW3188'CONSTRUCTION OF THE NEW ALDINE JR. HIGH SCHOOL, WHICH IS NOW BUILT
 AW3188'OVER THE SITE OF THE OLD SCHOOL.
 AW3188
 AW3188                          STATION RECOVERY (1967)
 AW3188
 AW3188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW3188'MARK NOT FOUND.
 AW3188
 AW3188                          STATION RECOVERY (1988)
 AW3188
 AW3188'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW3188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0341 ***********************************************************************
 AH0341  DESIGNATION -  X 46
 AH0341  PID         -  AH0341
 AH0341  STATE/COUNTY-  TX/NUECES
 AH0341  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0341
 AH0341                         *CURRENT SURVEY CONTROL
 AH0341  ___________________________________________________________________
 AH0341* NAD 83(1986)-  27 48 18.     (N)    097 23 48.     (W)     SCALED    
 AH0341* NAVD 88     -         3.472  (meters)      11.39   (feet)  ADJUSTED  
 AH0341  ___________________________________________________________________
 AH0341  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0341  DYNAMIC HT  -           3.466 (meters)      11.37  (feet)  COMP
 AH0341  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AH0341
 AH0341  VERT ORDER  -  FIRST     CLASS II
 AH0341
 AH0341.The horizontal coordinates were scaled from a topographic map and have
 AH0341.an estimated accuracy of +/- 6 seconds.
 AH0341
 AH0341.The orthometric height was determined by differential leveling
 AH0341.and adjusted by the National Geodetic Survey in June 1991..
 AH0341
 AH0341.The geoid height was determined by GEOID03.
 AH0341
 AH0341.The dynamic height is computed by dividing the NAVD 88
 AH0341.geopotential number by the normal gravity value computed on the
 AH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0341.degrees latitude (g = 980.6199 gals.).
 AH0341
 AH0341.The modeled gravity was interpolated from observed gravity values.
 AH0341
 AH0341;                    North         East    Units  Estimated Accuracy
 AH0341;SPC TX S     - 5,237,390.      408,720.      MT  (+/- 180 meters Scaled)
 AH0341
 AH0341                          SUPERSEDED SURVEY CONTROL
 AH0341
 AH0341  NGVD 29 (??/??/92)    3.65   (m)           12.0    (f) COMPUTED    1 2
 AH0341
 AH0341.Superseded values are not recommended for survey control.
 AH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0341.See file dsdata.txt to determine how the superseded data were derived.
 AH0341
 AH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR579766(NAD 83)
 AH0341_MARKER: DB = BENCH MARK DISK
 AH0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0341_SP_SET: WALL
 AH0341_STAMPING: X 46 1917 ELEV 12.316 FT
 AH0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0341
 AH0341  HISTORY     - Date     Condition        Report By
 AH0341  HISTORY     - 1917     MONUMENTED       CGS
 AH0341  HISTORY     - 1950     GOOD             NGS
 AH0341
 AH0341                          STATION DESCRIPTION
 AH0341
 AH0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0341'IN CORPUS CHRISTI.
 AH0341'AT CORPUS CHRISTI, AT THE SOUTHERN PACIFIC RAILROAD STATION, 4.2 FEET
 AH0341'NORTH OF THE CENTER OF THE ENTRANCE TO THE WAITING ROOM, 1.5 FEET
 AH0341'SOUTH OF THE SOUTH EDGE OF THE TICKET OFFICE WINDOW, 3.5 FEET ABOVE
 AH0341'THE SIDEWALK.  SET VERTICALLY IN THE WEST BRICK WALL OF THE RAILROAD
 AH0341'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0125 ***********************************************************************
 AH0125  DESIGNATION -  X 46 RESET 1957
 AH0125  PID         -  AH0125
 AH0125  STATE/COUNTY-  TX/NUECES
 AH0125  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0125
 AH0125                         *CURRENT SURVEY CONTROL
 AH0125  ___________________________________________________________________
 AH0125* NAD 83(1986)-  27 48 18.     (N)    097 23 49.     (W)     SCALED    
 AH0125* NAVD 88     -         4.286  (meters)      14.06   (feet)  ADJUSTED  
 AH0125  ___________________________________________________________________
 AH0125  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0125  DYNAMIC HT  -           4.279 (meters)      14.04  (feet)  COMP
 AH0125  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AH0125
 AH0125  VERT ORDER  -  FIRST     CLASS II
 AH0125
 AH0125.The horizontal coordinates were scaled from a topographic map and have
 AH0125.an estimated accuracy of +/- 6 seconds.
 AH0125
 AH0125.The orthometric height was determined by differential leveling
 AH0125.and adjusted by the National Geodetic Survey in June 1991..
 AH0125
 AH0125.The geoid height was determined by GEOID03.
 AH0125
 AH0125.The dynamic height is computed by dividing the NAVD 88
 AH0125.geopotential number by the normal gravity value computed on the
 AH0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0125.degrees latitude (g = 980.6199 gals.).
 AH0125
 AH0125.The modeled gravity was interpolated from observed gravity values.
 AH0125
 AH0125;                    North         East    Units  Estimated Accuracy
 AH0125;SPC TX S     - 5,237,390.      408,690.      MT  (+/- 180 meters Scaled)
 AH0125
 AH0125                          SUPERSEDED SURVEY CONTROL
 AH0125
 AH0125  NGVD 29 (??/??/92)    4.476  (m)           14.69   (f) ADJ UNCH    1 2
 AH0125
 AH0125.Superseded values are not recommended for survey control.
 AH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0125.See file dsdata.txt to determine how the superseded data were derived.
 AH0125
 AH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR579766(NAD 83)
 AH0125_MARKER: DD = SURVEY DISK
 AH0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0125_SP_SET: BRIDGE
 AH0125_STAMPING: X 46 RESET 1957
 AH0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0125
 AH0125  HISTORY     - Date     Condition        Report By
 AH0125  HISTORY     - 1957     MONUMENTED       DOD
 AH0125  HISTORY     - 1959     GOOD             NGS
 AH0125  HISTORY     - 1973     MARK NOT FOUND   NGS
 AH0125  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0125  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 AH0125
 AH0125                          STATION DESCRIPTION
 AH0125
 AH0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0125'IN CORPUS CHRISTI.
 AH0125'AT THE SOUTH END OF THE HIGH BRIDGE OVER THE CORPUS CHRISTI SHIP
 AH0125'CHANNEL ON U.S. HIGHWAY 181, IN THE TOP OF THE MEDIAN STRIP BETWEEN
 AH0125'THE NORTH AND SOUTH AND SOUTH BOUND TRAFFIC LANES, AT THE WEST END OF
 AH0125'FITZGERALD STREET, AND ABOUT 0.6 FEET ABOVE THE LEVEL OF THE TRAFFIC
 AH0125'LANES.
 AH0125
 AH0125                          STATION RECOVERY (1973)
 AH0125
 AH0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AH0125'MARK NOT FOUND.
 AH0125
 AH0125                          STATION RECOVERY (1978)
 AH0125
 AH0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0125'NOT RECOVERED THIS DATE.
 AH0125
 AH0125                          STATION RECOVERY (1991)
 AH0125
 AH0125'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1257 ***********************************************************************
 AY1257  DESIGNATION -  X 460
 AY1257  PID         -  AY1257
 AY1257  STATE/COUNTY-  TX/MEDINA
 AY1257  USGS QUAD   -  HONDO (1982)
 AY1257
 AY1257                         *CURRENT SURVEY CONTROL
 AY1257  ___________________________________________________________________
 AY1257* NAD 83(1986)-  29 20 53.     (N)    099 07 51.     (W)     SCALED    
 AY1257* NAVD 88     -       266.614  (meters)     874.72   (feet)  ADJUSTED  
 AY1257  ___________________________________________________________________
 AY1257  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AY1257  DYNAMIC HT  -         266.226 (meters)     873.44  (feet)  COMP
 AY1257  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1257
 AY1257  VERT ORDER  -  FIRST     CLASS II
 AY1257
 AY1257.The horizontal coordinates were scaled from a topographic map and have
 AY1257.an estimated accuracy of +/- 6 seconds.
 AY1257
 AY1257.The orthometric height was determined by differential leveling
 AY1257.and adjusted by the National Geodetic Survey in June 1991..
 AY1257
 AY1257.The geoid height was determined by GEOID03.
 AY1257
 AY1257.The dynamic height is computed by dividing the NAVD 88
 AY1257.geopotential number by the normal gravity value computed on the
 AY1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1257.degrees latitude (g = 980.6199 gals.).
 AY1257
 AY1257.The modeled gravity was interpolated from observed gravity values.
 AY1257
 AY1257;                    North         East    Units  Estimated Accuracy
 AY1257;SPC TXSC     - 4,167,880.      587,300.      MT  (+/- 180 meters Scaled)
 AY1257
 AY1257                          SUPERSEDED SURVEY CONTROL
 AY1257
 AY1257  NGVD 29 (??/??/92)  266.481  (m)          874.28   (f) ADJ UNCH    1 2
 AY1257
 AY1257.Superseded values are not recommended for survey control.
 AY1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1257.See file dsdata.txt to determine how the superseded data were derived.
 AY1257
 AY1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT873465(NAD 83)
 AY1257_MARKER: DB = BENCH MARK DISK
 AY1257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1257_SP_SET: BRIDGE
 AY1257_STAMPING: X 460 1953
 AY1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1257
 AY1257  HISTORY     - Date     Condition        Report By
 AY1257  HISTORY     - 1953     MONUMENTED       CGS
 AY1257  HISTORY     - 1957     GOOD             NGS
 AY1257  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1257  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 AY1257  HISTORY     - 19950502 MARK NOT FOUND   USPSQD
 AY1257  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY1257  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1257
 AY1257                          STATION DESCRIPTION
 AY1257
 AY1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1257'0.7 MI E FROM HONDO.
 AY1257'0.7 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1257'STATION AT HONDO, 3 POLES EAST OF MILEPOST 258, 90.4 FEET SOUTH OF THE
 AY1257'SOUTH RAIL, 23 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 90, AT
 AY1257'THE EAST END OF A TRESTLE, SET IN THE TOP OF THE EAST END OF THE NORTH
 AY1257'HEADWALL OF A CONCRETE HIGHWAY BRIDGE.
 AY1257
 AY1257                          STATION RECOVERY (1982)
 AY1257
 AY1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1257'MARK NOT RECOVERED THIS DATE.
 AY1257
 AY1257                          STATION RECOVERY (1991)
 AY1257
 AY1257'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1257'MARK NOT FOUND.
 AY1257
 AY1257                          STATION RECOVERY (1995)
 AY1257
 AY1257'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1257'MARK NOT FOUND.
 AY1257
 AY1257                          STATION RECOVERY (1997)
 AY1257
 AY1257'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1257'MARK NOT FOUND.
 AY1257
 AY1257                          STATION RECOVERY (2001)
 AY1257
 AY1257'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1413 ***********************************************************************
 AY1413  DESIGNATION -  X 461
 AY1413  PID         -  AY1413
 AY1413  STATE/COUNTY-  TX/REAL
 AY1413  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1413
 AY1413                         *CURRENT SURVEY CONTROL
 AY1413  ___________________________________________________________________
 AY1413* NAD 83(1986)-  29 43 41.     (N)    099 56 15.     (W)     SCALED    
 AY1413* NAVD 88     -       528.680  (meters)    1734.51   (feet)  ADJUSTED  
 AY1413  ___________________________________________________________________
 AY1413  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 AY1413  DYNAMIC HT  -         527.894 (meters)    1731.93  (feet)  COMP
 AY1413  MODELED GRAV-     979,139.9   (mgal)                       NAVD 88
 AY1413
 AY1413  VERT ORDER  -  SECOND    CLASS 0
 AY1413
 AY1413.The horizontal coordinates were scaled from a topographic map and have
 AY1413.an estimated accuracy of +/- 6 seconds.
 AY1413
 AY1413.The orthometric height was determined by differential leveling
 AY1413.and adjusted by the National Geodetic Survey in June 1991..
 AY1413
 AY1413.The geoid height was determined by GEOID03.
 AY1413
 AY1413.The dynamic height is computed by dividing the NAVD 88
 AY1413.geopotential number by the normal gravity value computed on the
 AY1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1413.degrees latitude (g = 980.6199 gals.).
 AY1413
 AY1413.The modeled gravity was interpolated from observed gravity values.
 AY1413
 AY1413;                    North         East    Units  Estimated Accuracy
 AY1413;SPC TXSC     - 4,210,350.      509,310.      MT  (+/- 180 meters Scaled)
 AY1413
 AY1413                          SUPERSEDED SURVEY CONTROL
 AY1413
 AY1413  NGVD 29 (??/??/92)  528.581  (m)         1734.19   (f) ADJ UNCH    2 0
 AY1413
 AY1413.Superseded values are not recommended for survey control.
 AY1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1413.See file dsdata.txt to determine how the superseded data were derived.
 AY1413
 AY1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT093890(NAD 83)
 AY1413_MARKER: DB = BENCH MARK DISK
 AY1413_SETTING: 66 = SET IN ROCK OUTCROP
 AY1413_SP_SET: LIMESTONE OUTCROP
 AY1413_STAMPING: X 461 1953
 AY1413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1413+STABILITY: POSITION/ELEVATION WELL
 AY1413
 AY1413  HISTORY     - Date     Condition        Report By
 AY1413  HISTORY     - 1953     MONUMENTED       CGS
 AY1413  HISTORY     - 20010331 GOOD             NGS
 AY1413  HISTORY     - 20010331 GOOD             NGS
 AY1413  HISTORY     - 20010801 GOOD             NGS
 AY1413
 AY1413                          STATION DESCRIPTION
 AY1413
 AY1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1413'6.4 MI NE FROM CAMP WOOD.
 AY1413'0.1 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP WOOD,
 AY1413'THENCE 6.3 MILES NORTHEAST ALONG RANCH ROAD 337, 64 FEET EAST OF A
 AY1413'FENCE CORNER, 46 FEET SOUTH OF THE CENTER LINE OF THE RANCH ROAD, 5.2
 AY1413'FEET NORTH OF A FENCE, 3.8 FEET NORTH OF A ROW OF TELEPHONE POLES, SET
 AY1413'IN THE TOP OF A LIMESTONE OUTCROP.
 AY1413
 AY1413                          STATION RECOVERY (2001)
 AY1413
 AY1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1413'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1413
 AY1413                          STATION RECOVERY (2001)
 AY1413
 AY1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1413'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1413
 AY1413                          STATION RECOVERY (2001)
 AY1413
 AY1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1413'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1131 ***********************************************************************
 AY1131  DESIGNATION -  X 462
 AY1131  PID         -  AY1131
 AY1131  STATE/COUNTY-  TX/BANDERA
 AY1131  USGS QUAD   -  ROCK CLIFF RESERVOIR (1982)
 AY1131
 AY1131                         *CURRENT SURVEY CONTROL
 AY1131  ___________________________________________________________________
 AY1131* NAD 83(1986)-  29 45 16.     (N)    099 10 25.     (W)     SCALED    
 AY1131* NAVD 88     -       413.358  (meters)    1356.16   (feet)  ADJUSTED  
 AY1131  ___________________________________________________________________
 AY1131  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AY1131  DYNAMIC HT  -         412.760 (meters)    1354.20  (feet)  COMP
 AY1131  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 AY1131
 AY1131  VERT ORDER  -  SECOND    CLASS 0
 AY1131
 AY1131.The horizontal coordinates were scaled from a topographic map and have
 AY1131.an estimated accuracy of +/- 6 seconds.
 AY1131
 AY1131.The orthometric height was determined by differential leveling
 AY1131.and adjusted by the National Geodetic Survey in June 1991..
 AY1131
 AY1131.The geoid height was determined by GEOID03.
 AY1131
 AY1131.The dynamic height is computed by dividing the NAVD 88
 AY1131.geopotential number by the normal gravity value computed on the
 AY1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1131.degrees latitude (g = 980.6199 gals.).
 AY1131
 AY1131.The modeled gravity was interpolated from observed gravity values.
 AY1131
 AY1131;                    North         East    Units  Estimated Accuracy
 AY1131;SPC TXSC     - 4,212,920.      583,210.      MT  (+/- 180 meters Scaled)
 AY1131
 AY1131                          SUPERSEDED SURVEY CONTROL
 AY1131
 AY1131  NGVD 29 (??/??/92)  413.247  (m)         1355.79   (f) ADJ UNCH    2 0
 AY1131
 AY1131.Superseded values are not recommended for survey control.
 AY1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1131.See file dsdata.txt to determine how the superseded data were derived.
 AY1131
 AY1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT832915(NAD 83)
 AY1131_MARKER: DB = BENCH MARK DISK
 AY1131_SETTING: 66 = SET IN ROCK OUTCROP
 AY1131_SP_SET: LIMESTONE LEDGE
 AY1131_STAMPING: X 462 1953
 AY1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1131+STABILITY: POSITION/ELEVATION WELL
 AY1131
 AY1131  HISTORY     - Date     Condition        Report By
 AY1131  HISTORY     - 1953     MONUMENTED       CGS
 AY1131  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1131  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1131
 AY1131                          STATION DESCRIPTION
 AY1131
 AY1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1131'6.1 MI SE FROM MEDINA.
 AY1131'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1131'MEDINA, 0.1 MILE NORTHWEST OF A JUNCTION WITH A PRIVATE GRADED DIRT
 AY1131'ROAD LEADING NORTH, 231 FEET EAST OF THE NORTHEAST HEADWALL OF A
 AY1131'CONCRETE CULVERT, 156 FEET NORTHEAST OF THE CENTER LINE OF THE
 AY1131'HIGHWAY, 102 FEET NORTHEAST OF A FENCE, 10 FEET SOUTH OF A WITNESS
 AY1131'POST, AT THE FOOT OF A ROCKY HILL, 2 FEET ABOVE THE GROUND, SET IN THE
 AY1131'TOP OF A LIMESTONE LEDGE.
 AY1131
 AY1131                          STATION RECOVERY (1990)
 AY1131
 AY1131'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1131'MARK NOT FOUND.
 AY1131
 AY1131                          STATION RECOVERY (1993)
 AY1131
 AY1131'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1017 ***********************************************************************
 AY1017  DESIGNATION -  X 463
 AY1017  PID         -  AY1017
 AY1017  STATE/COUNTY-  TX/BANDERA
 AY1017  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1017
 AY1017                         *CURRENT SURVEY CONTROL
 AY1017  ___________________________________________________________________
 AY1017* NAD 83(1986)-  29 40 46.     (N)    098 50 31.     (W)     SCALED    
 AY1017* NAVD 88     -       478.812  (meters)    1570.90   (feet)  ADJUSTED  
 AY1017  ___________________________________________________________________
 AY1017  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AY1017  DYNAMIC HT  -         478.110 (meters)    1568.60  (feet)  COMP
 AY1017  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AY1017
 AY1017  VERT ORDER  -  SECOND    CLASS 0
 AY1017
 AY1017.The horizontal coordinates were scaled from a topographic map and have
 AY1017.an estimated accuracy of +/- 6 seconds.
 AY1017
 AY1017.The orthometric height was determined by differential leveling
 AY1017.and adjusted by the National Geodetic Survey in June 1991..
 AY1017
 AY1017.The geoid height was determined by GEOID03.
 AY1017
 AY1017.The dynamic height is computed by dividing the NAVD 88
 AY1017.geopotential number by the normal gravity value computed on the
 AY1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1017.degrees latitude (g = 980.6199 gals.).
 AY1017
 AY1017.The modeled gravity was interpolated from observed gravity values.
 AY1017
 AY1017;                    North         East    Units  Estimated Accuracy
 AY1017;SPC TXSC     - 4,204,610.      615,300.      MT  (+/- 180 meters Scaled)
 AY1017
 AY1017                          SUPERSEDED SURVEY CONTROL
 AY1017
 AY1017  NGVD 29 (??/??/92)  478.700  (m)         1570.53   (f) ADJ UNCH    2 0
 AY1017
 AY1017.Superseded values are not recommended for survey control.
 AY1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1017.See file dsdata.txt to determine how the superseded data were derived.
 AY1017
 AY1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT152832(NAD 83)
 AY1017_MARKER: DB = BENCH MARK DISK
 AY1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1017_STAMPING: X 463 1953
 AY1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1017+STABILITY: SURFACE MOTION
 AY1017
 AY1017  HISTORY     - Date     Condition        Report By
 AY1017  HISTORY     - 1953     MONUMENTED       CGS
 AY1017  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1017  HISTORY     - 19931017 MARK NOT FOUND   USPSQD
 AY1017
 AY1017                          STATION DESCRIPTION
 AY1017
 AY1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1017'7.0 MI SE FROM PIPE CREEK.
 AY1017'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1017'PIPE CREEK, ON THE SOUTHEAST SLOPE OF A LONG HILL, 48 FEET SOUTHWEST
 AY1017'OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET NORTHWEST OF A FENCE
 AY1017'CORNER, 1.2 FEET NORTHEAST OF A WITNESS POST, 2 FEET NORTHEAST OF A
 AY1017'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY1017'THE GROUND.
 AY1017
 AY1017                          STATION RECOVERY (1990)
 AY1017
 AY1017'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1017'MARK NOT FOUND.
 AY1017
 AY1017                          STATION RECOVERY (1993)
 AY1017
 AY1017'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0173 ***********************************************************************
 BN0173  DESIGNATION -  X 464
 BN0173  PID         -  BN0173
 BN0173  STATE/COUNTY-  TX/GILLESPIE
 BN0173  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0173
 BN0173                         *CURRENT SURVEY CONTROL
 BN0173  ___________________________________________________________________
 BN0173* NAD 83(1986)-  30 14 56.     (N)    098 54 37.     (W)     SCALED    
 BN0173* NAVD 88     -       515.326  (meters)    1690.70   (feet)  POSTED    
 BN0173  ___________________________________________________________________
 BN0173  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BN0173  DYNAMIC HT  -         514.600 (meters)    1688.32  (feet)  COMP
 BN0173  MODELED GRAV-     979,222.9   (mgal)                       NAVD 88
 BN0173
 BN0173  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BN0173
 BN0173.This mark is at Gillespie Co (T82) Airport (T82)
 BN0173
 BN0173.The horizontal coordinates were scaled from a topographic map and have
 BN0173.an estimated accuracy of +/- 6 seconds.
 BN0173
 BN0173.The orthometric height was determined by differential leveling
 BN0173.and adjusted by the National Geodetic Survey in 1992..
 BN0173.No vertical observational check was made to the station.
 BN0173.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BN0173.was located on a no-check spur therefore a value was not computed.
 BN0173
 BN0173.The geoid height was determined by GEOID03.
 BN0173
 BN0173.The dynamic height is computed by dividing the NAVD 88
 BN0173.geopotential number by the normal gravity value computed on the
 BN0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0173.degrees latitude (g = 980.6199 gals.).
 BN0173
 BN0173.The modeled gravity was interpolated from observed gravity values.
 BN0173
 BN0173;                    North         East    Units  Estimated Accuracy
 BN0173;SPC TX C     - 3,065,420.      836,950.      MT  (+/- 180 meters Scaled)
 BN0173
 BN0173                          SUPERSEDED SURVEY CONTROL
 BN0173
 BN0173  NGVD 29 (??/??/92)  515.262  (m)         1690.49   (f) ADJ UNCH    2 0
 BN0173
 BN0173.Superseded values are not recommended for survey control.
 BN0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0173.See file dsdata.txt to determine how the superseded data were derived.
 BN0173
 BN0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU086463(NAD 83)
 BN0173_MARKER: DB = BENCH MARK DISK
 BN0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0173_STAMPING: X 464 1953
 BN0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0173+STABILITY: SURFACE MOTION
 BN0173
 BN0173  HISTORY     - Date     Condition        Report By
 BN0173  HISTORY     - 1953     MONUMENTED       CGS
 BN0173  HISTORY     - 19930721 GOOD             USPSQD
 BN0173  HISTORY     - 19960309 GOOD             USPSQD
 BN0173  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 BN0173
 BN0173                          STATION DESCRIPTION
 BN0173
 BN0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0173'3.2 MI SW FROM FREDERICKSBURG.
 BN0173'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 BN0173'FREDERICKSBURG, THENCE 0.9 MILE WEST ALONG TIVYDALE ROAD, THENCE 0.2
 BN0173'MILE SOUTH ALONG AN OILED ROAD, AT THE BEACON TOWER OF THE GILLESPIE
 BN0173'COUNTY AIRPORT, DIRECTLY BENEATH THE STEEL BEACON TOWER, SET IN THE
 BN0173'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BN0173
 BN0173                          STATION RECOVERY (1993)
 BN0173
 BN0173'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0173'RECOVERED IN GOOD CONDITION.
 BN0173
 BN0173                          STATION RECOVERY (1996)
 BN0173
 BN0173'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0173'RECOVERED IN GOOD CONDITION.
 BN0173
 BN0173                          STATION RECOVERY (2004)
 BN0173
 BN0173'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0173'AIRPORT MANAGER REPORTED THAT THIS MARK WAS DESTROYED DURING
 BN0173'CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0792 ***********************************************************************
 AY0792  DESIGNATION -  X 465
 AY0792  PID         -  AY0792
 AY0792  STATE/COUNTY-  TX/BEXAR
 AY0792  USGS QUAD   -  TERRELL WELLS (1992)
 AY0792
 AY0792                         *CURRENT SURVEY CONTROL
 AY0792  ___________________________________________________________________
 AY0792* NAD 83(1986)-  29 19 18.     (N)    098 33 44.     (W)     SCALED    
 AY0792* NAVD 88     -       186.643  (meters)     612.34   (feet)  ADJUSTED  
 AY0792  ___________________________________________________________________
 AY0792  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AY0792  DYNAMIC HT  -         186.373 (meters)     611.46  (feet)  COMP
 AY0792  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 AY0792
 AY0792  VERT ORDER  -  FIRST     CLASS II
 AY0792
 AY0792.The horizontal coordinates were scaled from a topographic map and have
 AY0792.an estimated accuracy of +/- 6 seconds.
 AY0792
 AY0792.The orthometric height was determined by differential leveling
 AY0792.and adjusted by the National Geodetic Survey in June 1991..
 AY0792
 AY0792.The geoid height was determined by GEOID03.
 AY0792
 AY0792.The dynamic height is computed by dividing the NAVD 88
 AY0792.geopotential number by the normal gravity value computed on the
 AY0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0792.degrees latitude (g = 980.6199 gals.).
 AY0792
 AY0792.The modeled gravity was interpolated from observed gravity values.
 AY0792
 AY0792;                    North         East    Units  Estimated Accuracy
 AY0792;SPC TXSC     - 4,165,030.      642,520.      MT  (+/- 180 meters Scaled)
 AY0792
 AY0792                          SUPERSEDED SURVEY CONTROL
 AY0792
 AY0792  NGVD 29 (??/??/92)  186.545  (m)          612.02   (f) ADJ UNCH    1 2
 AY0792
 AY0792.Superseded values are not recommended for survey control.
 AY0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0792.See file dsdata.txt to determine how the superseded data were derived.
 AY0792
 AY0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT425437(NAD 83)
 AY0792_MARKER: DB = BENCH MARK DISK
 AY0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0792_STAMPING: X 465 1952
 AY0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0792+STABILITY: SURFACE MOTION
 AY0792
 AY0792  HISTORY     - Date     Condition        Report By
 AY0792  HISTORY     - 1952     MONUMENTED       CGS
 AY0792  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0792  HISTORY     - 19991027 GOOD             USPSQD
 AY0792
 AY0792                          STATION DESCRIPTION
 AY0792
 AY0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0792'IN SAN ANTONIO.
 AY0792'AT SAN ANTONIO, 0.6 MILE WEST ALONG AN EAST AND WEST FENCE FROM THE
 AY0792'JUNCTION OF STATE HIGHWAY 346 AND CHAVANAUX ROAD, 13 FEET NORTH OF THE
 AY0792'CENTER LINE OF A SMALL IRRIGATION DITCH, 1.3 FEET SOUTH OF AN EAST AND
 AY0792'WEST FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 AY0792'ABOVE THE GROUND.
 AY0792
 AY0792                          STATION RECOVERY (1986)
 AY0792
 AY0792'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0792'MARK NOT FOUND.
 AY0792
 AY0792                          STATION RECOVERY (1999)
 AY0792
 AY0792'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0144 ***********************************************************************
 CC0144  DESIGNATION -  X 466
 CC0144  PID         -  CC0144
 CC0144  STATE/COUNTY-  TX/UPTON
 CC0144  USGS QUAD   -  GIRVIN NE (1972)
 CC0144
 CC0144                         *CURRENT SURVEY CONTROL
 CC0144  ___________________________________________________________________
 CC0144* NAD 83(1986)-  31 07 35.     (N)    102 15 12.     (W)     SCALED    
 CC0144* NAVD 88     -       738.113  (meters)    2421.63   (feet)  POSTED    
 CC0144  ___________________________________________________________________
 CC0144  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CC0144  DYNAMIC HT  -         737.050 (meters)    2418.14  (feet)  COMP
 CC0144  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 CC0144
 CC0144  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0144
 CC0144.The horizontal coordinates were scaled from a topographic map and have
 CC0144.an estimated accuracy of +/- 6 seconds.
 CC0144
 CC0144.The orthometric height was determined by differential leveling
 CC0144.and adjusted by the National Geodetic Survey in 1992..
 CC0144.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0144.rate of 4.1 thru 8.0 mm/km.
 CC0144
 CC0144.The geoid height was determined by GEOID03.
 CC0144
 CC0144.The dynamic height is computed by dividing the NAVD 88
 CC0144.geopotential number by the normal gravity value computed on the
 CC0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0144.degrees latitude (g = 980.6199 gals.).
 CC0144
 CC0144.The modeled gravity was interpolated from observed gravity values.
 CC0144
 CC0144;                    North         East    Units  Estimated Accuracy
 CC0144;SPC TX C     - 3,163,400.      516,900.      MT  (+/- 180 meters Scaled)
 CC0144
 CC0144                          SUPERSEDED SURVEY CONTROL
 CC0144
 CC0144  NGVD 29 (??/??/92)  737.847  (m)         2420.75   (f) ADJ UNCH    2 0
 CC0144
 CC0144.Superseded values are not recommended for survey control.
 CC0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0144.See file dsdata.txt to determine how the superseded data were derived.
 CC0144
 CC0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ619468(NAD 83)
 CC0144_MARKER: DB = BENCH MARK DISK
 CC0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0144_SP_SET: CURB
 CC0144_STAMPING: X 466 1935
 CC0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0144
 CC0144  HISTORY     - Date     Condition        Report By
 CC0144  HISTORY     - 1935     MONUMENTED       CGS
 CC0144  HISTORY     - 1958     MARK NOT FOUND   NGS
 CC0144  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CC0144
 CC0144                          STATION DESCRIPTION
 CC0144
 CC0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0144'1.8 MI W FROM MCCAMEY.
 CC0144'AT BRIDGE 840.3, IN THE TOP OF THE SOUTH CURB, AND 6 FEET EAST OF THE
 CC0144'WEST END OF THE CURB.  A STANDARD DISK, STAMPED X 466 1935.
 CC0144
 CC0144                          STATION RECOVERY (2001)
 CC0144
 CC0144'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0212 ***********************************************************************
 BP0212  DESIGNATION -  X 467
 BP0212  PID         -  BP0212
 BP0212  STATE/COUNTY-  TX/PECOS
 BP0212  USGS QUAD   -  TWELVEMILE MESA (1970)
 BP0212
 BP0212                         *CURRENT SURVEY CONTROL
 BP0212  ___________________________________________________________________
 BP0212* NAD 83(1986)-  30 49 43.     (N)    102 58 18.     (W)     SCALED    
 BP0212* NAVD 88     -       946.163  (meters)    3104.20   (feet)  ADJUSTED  
 BP0212  ___________________________________________________________________
 BP0212  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 BP0212  DYNAMIC HT  -         944.710 (meters)    3099.44  (feet)  COMP
 BP0212  MODELED GRAV-     979,073.4   (mgal)                       NAVD 88
 BP0212
 BP0212  VERT ORDER  -  SECOND    CLASS 0
 BP0212
 BP0212.The horizontal coordinates were scaled from a topographic map and have
 BP0212.an estimated accuracy of +/- 6 seconds.
 BP0212
 BP0212.The orthometric height was determined by differential leveling
 BP0212.and adjusted by the National Geodetic Survey in June 1991..
 BP0212
 BP0212.The geoid height was determined by GEOID03.
 BP0212
 BP0212.The dynamic height is computed by dividing the NAVD 88
 BP0212.geopotential number by the normal gravity value computed on the
 BP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0212.degrees latitude (g = 980.6199 gals.).
 BP0212
 BP0212.The modeled gravity was interpolated from observed gravity values.
 BP0212
 BP0212;                    North         East    Units  Estimated Accuracy
 BP0212;SPC TX C     - 3,131,800.      447,630.      MT  (+/- 180 meters Scaled)
 BP0212
 BP0212                          SUPERSEDED SURVEY CONTROL
 BP0212
 BP0212  NGVD 29 (??/??/92)  945.814  (m)         3103.06   (f) ADJ UNCH    2 0
 BP0212
 BP0212.Superseded values are not recommended for survey control.
 BP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0212.See file dsdata.txt to determine how the superseded data were derived.
 BP0212
 BP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ940123(NAD 83)
 BP0212_MARKER: DB = BENCH MARK DISK
 BP0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0212_STAMPING: X 467 1935 3103.058
 BP0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0212+STABILITY: SURFACE MOTION
 BP0212
 BP0212  HISTORY     - Date     Condition        Report By
 BP0212  HISTORY     - 1935     MONUMENTED       CGS
 BP0212  HISTORY     - 1958     GOOD             NGS
 BP0212  HISTORY     - 20030311 POOR             TXDOT
 BP0212
 BP0212                          STATION DESCRIPTION
 BP0212
 BP0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0212'7.3 MI SW FROM FORT STOCKTON.
 BP0212'ABOUT 7.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0212'FROM THE STATION AT FORT STOCKTON, 5 FEET NORTHWEST OF MILEPOST 889,
 BP0212'48 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.25 MILE NORTHEAST
 BP0212'OF A PRIVATE ROAD CROSSING, 15 FEET SOUTHEAST OF THE CENTER LINE OF A
 BP0212'GRADED DIRT ROAD, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 BP0212'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0212'CONCRETE POST PROJECTING 4 INCHES.
 BP0212
 BP0212                          STATION RECOVERY (2003)
 BP0212
 BP0212'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 BP0212'LEANING SLIGHTLY SOUTHWEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0409 ***********************************************************************
 BP0409  DESIGNATION -  X 468
 BP0409  PID         -  BP0409
 BP0409  STATE/COUNTY-  TX/BREWSTER
 BP0409  USGS QUAD   -  ALPINE NORTH (1972)
 BP0409
 BP0409                         *CURRENT SURVEY CONTROL
 BP0409  ___________________________________________________________________
 BP0409* NAD 83(1986)-  30 26 57.     (N)    103 37 35.     (W)     SCALED    
 BP0409* NAVD 88     -      1273.232  (meters)    4177.26   (feet)  ADJUSTED  
 BP0409  ___________________________________________________________________
 BP0409  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 BP0409  DYNAMIC HT  -        1271.196 (meters)    4170.58  (feet)  COMP
 BP0409  MODELED GRAV-     978,997.9   (mgal)                       NAVD 88
 BP0409
 BP0409  VERT ORDER  -  SECOND    CLASS 0
 BP0409
 BP0409.The horizontal coordinates were scaled from a topographic map and have
 BP0409.an estimated accuracy of +/- 6 seconds.
 BP0409
 BP0409.The orthometric height was determined by differential leveling
 BP0409.and adjusted by the National Geodetic Survey in June 1991..
 BP0409
 BP0409.The geoid height was determined by GEOID03.
 BP0409
 BP0409.The dynamic height is computed by dividing the NAVD 88
 BP0409.geopotential number by the normal gravity value computed on the
 BP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0409.degrees latitude (g = 980.6199 gals.).
 BP0409
 BP0409.The modeled gravity was interpolated from observed gravity values.
 BP0409
 BP0409;                    North         East    Units  Estimated Accuracy
 BP0409;SPC TXSC     - 4,298,710.      155,730.      MT  (+/- 180 meters Scaled)
 BP0409
 BP0409                          SUPERSEDED SURVEY CONTROL
 BP0409
 BP0409  NGVD 29 (??/??/92) 1272.809  (m)         4175.87   (f) ADJ UNCH    2 0
 BP0409
 BP0409.Superseded values are not recommended for survey control.
 BP0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0409.See file dsdata.txt to determine how the superseded data were derived.
 BP0409
 BP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP318693(NAD 83)
 BP0409_MARKER: DB = BENCH MARK DISK
 BP0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0409_STAMPING: X 468 1935 4175.874
 BP0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0409+STABILITY: SURFACE MOTION
 BP0409
 BP0409  HISTORY     - Date     Condition        Report By
 BP0409  HISTORY     - 1935     MONUMENTED       CGS
 BP0409  HISTORY     - 1958     GOOD             NGS
 BP0409  HISTORY     - 1977     GOOD             NGS
 BP0409
 BP0409                          STATION DESCRIPTION
 BP0409
 BP0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0409'7.3 MI NE FROM ALPINE.
 BP0409'ABOUT 7.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0409'FROM THE STATION AT ALPINE, 151 FEET SOUTHEAST OF AND ACROSS THE TRACK
 BP0409'FROM MILEPOST 937, 102 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 56
 BP0409'FEET SOUTHEAST OF THE SOUTHEAST RIGHT OF WAY FENCE, 153 FEET NORTHWEST
 BP0409'OF THE CENTER LINE OF A DIRT ROAD, 1 FOOT NORTHWEST OF A WHITE WOODEN
 BP0409'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BP0409'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BP0409
 BP0409                          STATION RECOVERY (1977)
 BP0409
 BP0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0471 ***********************************************************************
 BP0471  DESIGNATION -  X 469
 BP0471  PID         -  BP0471
 BP0471  STATE/COUNTY-  TX/JEFF DAVIS
 BP0471  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0471
 BP0471                         *CURRENT SURVEY CONTROL
 BP0471  ___________________________________________________________________
 BP0471* NAD 83(1986)-  30 44 10.     (N)    103 46 36.     (W)     SCALED    
 BP0471* NAVD 88     -      1310.696  (meters)    4300.18   (feet)  POSTED    
 BP0471  ___________________________________________________________________
 BP0471  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BP0471  DYNAMIC HT  -        1308.620 (meters)    4293.36  (feet)  COMP
 BP0471  MODELED GRAV-     979,010.0   (mgal)                       NAVD 88
 BP0471
 BP0471  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0471
 BP0471.The horizontal coordinates were scaled from a topographic map and have
 BP0471.an estimated accuracy of +/- 6 seconds.
 BP0471
 BP0471.The orthometric height was determined by differential leveling
 BP0471.and adjusted by the National Geodetic Survey in 1992..
 BP0471.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0471.rate of 1.1 thru 2.0 mm/km.
 BP0471
 BP0471.The geoid height was determined by GEOID03.
 BP0471
 BP0471.The dynamic height is computed by dividing the NAVD 88
 BP0471.geopotential number by the normal gravity value computed on the
 BP0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0471.degrees latitude (g = 980.6199 gals.).
 BP0471
 BP0471.The modeled gravity was interpolated from observed gravity values.
 BP0471
 BP0471;                    North         East    Units  Estimated Accuracy
 BP0471;SPC TX C     - 3,123,660.      370,330.      MT  (+/- 180 meters Scaled)
 BP0471
 BP0471                          SUPERSEDED SURVEY CONTROL
 BP0471
 BP0471  NGVD 29 (??/??/92) 1310.303  (m)         4298.89   (f) ADJ UNCH    2 0
 BP0471
 BP0471.Superseded values are not recommended for survey control.
 BP0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0471.See file dsdata.txt to determine how the superseded data were derived.
 BP0471
 BP0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ171009(NAD 83)
 BP0471_MARKER: DB = BENCH MARK DISK
 BP0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0471_STAMPING: X-469 1934
 BP0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0471+STABILITY: SURFACE MOTION
 BP0471
 BP0471  HISTORY     - Date     Condition        Report By
 BP0471  HISTORY     - 1934     MONUMENTED       CGS
 BP0471  HISTORY     - 1935     GOOD             NGS
 BP0471  HISTORY     - 1940     GOOD             NGS
 BP0471  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0471  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0471  HISTORY     - 20030323 MARK NOT FOUND   USPSQD
 BP0471
 BP0471                          STATION DESCRIPTION
 BP0471
 BP0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BP0471'15.1 MI NE FROM FORT DAVIS.
 BP0471'15.1 MI. N.E. ALONG STATE NO. 17 AT A FENCE CORNER, 0.5 MI. S.W. OF A
 BP0471'LARGE STONE RANCH HOUSE, 27 FT. W. OF THE CENTER LINE OF HWY., AND 3
 BP0471'FT. S. OF A FENCE CORNER.
 BP0471
 BP0471                          STATION RECOVERY (1940)
 BP0471
 BP0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 BP0471'RECOVERED IN GOOD CONDITION.
 BP0471
 BP0471                          STATION RECOVERY (1989)
 BP0471
 BP0471'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0471'MARK NOT FOUND.
 BP0471
 BP0471                          STATION RECOVERY (1996)
 BP0471
 BP0471'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0471'MARK NOT FOUND.
 BP0471
 BP0471                          STATION RECOVERY (2003)
 BP0471
 BP0471'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0472 ***********************************************************************
 BP0472  DESIGNATION -  X 469 RESET 1940
 BP0472  PID         -  BP0472
 BP0472  STATE/COUNTY-  TX/JEFF DAVIS
 BP0472  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0472
 BP0472                         *CURRENT SURVEY CONTROL
 BP0472  ___________________________________________________________________
 BP0472* NAD 83(1986)-  30 44 10.     (N)    103 46 36.     (W)     SCALED    
 BP0472* NAVD 88     -      1310.007  (meters)    4297.91   (feet)  POSTED    
 BP0472  ___________________________________________________________________
 BP0472  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BP0472  DYNAMIC HT  -        1307.930 (meters)    4291.10  (feet)  COMP
 BP0472  MODELED GRAV-     979,010.0   (mgal)                       NAVD 88
 BP0472
 BP0472  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0472
 BP0472.The horizontal coordinates were scaled from a topographic map and have
 BP0472.an estimated accuracy of +/- 6 seconds.
 BP0472
 BP0472.The orthometric height was determined by differential leveling
 BP0472.and adjusted by the National Geodetic Survey in 1992..
 BP0472.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0472.rate of 2.1 thru 3.0 mm/km.
 BP0472
 BP0472.The geoid height was determined by GEOID03.
 BP0472
 BP0472.The dynamic height is computed by dividing the NAVD 88
 BP0472.geopotential number by the normal gravity value computed on the
 BP0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0472.degrees latitude (g = 980.6199 gals.).
 BP0472
 BP0472.The modeled gravity was interpolated from observed gravity values.
 BP0472
 BP0472;                    North         East    Units  Estimated Accuracy
 BP0472;SPC TX C     - 3,123,660.      370,330.      MT  (+/- 180 meters Scaled)
 BP0472
 BP0472                          SUPERSEDED SURVEY CONTROL
 BP0472
 BP0472  NGVD 29 (??/??/92) 1309.56   (m)         4296.4    (f) COMPUTED    2 0
 BP0472
 BP0472.Superseded values are not recommended for survey control.
 BP0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0472.See file dsdata.txt to determine how the superseded data were derived.
 BP0472
 BP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ171009(NAD 83)
 BP0472_MARKER: DB = BENCH MARK DISK
 BP0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0472_SP_SET: CULVERT
 BP0472_STAMPING: X 469 RESET 1940
 BP0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0472
 BP0472  HISTORY     - Date     Condition        Report By
 BP0472  HISTORY     - 1940     MONUMENTED       TXHD
 BP0472  HISTORY     - 1958     GOOD             NGS
 BP0472  HISTORY     - 1989     GOOD             USPSQD
 BP0472  HISTORY     - 19961011 GOOD             USPSQD
 BP0472  HISTORY     - 20030323 GOOD             USPSQD
 BP0472
 BP0472                          STATION DESCRIPTION
 BP0472
 BP0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0472'14.95 MI NE FROM FORT DAVIS.
 BP0472'ABOUT 14.95 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0472'COURTHOUSE AT FORT DAVIS, IN THE TOP AND CENTER OF THE NORTHWEST
 BP0472'CONCRETE HEADWALL OF A CULVERT, 21 1/2 FEET NORTHWEST OF THE CENTER
 BP0472'LINE OF THE HIGHWAY, 0.4 MILE NORTHEAST OF A CONCRETE HIGHWAY BRIDGE,
 BP0472'0.2 MILE NORTHEAST OF A PROMINENT KNOLL ON THE SOUTHEAST SIDE OF THE
 BP0472'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 BP0472
 BP0472                          STATION RECOVERY (1989)
 BP0472
 BP0472'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0472'RECOVERED IN GOOD CONDITION.
 BP0472
 BP0472                          STATION RECOVERY (1996)
 BP0472
 BP0472'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0472'RECOVERED IN GOOD CONDITION.
 BP0472
 BP0472                          STATION RECOVERY (2003)
 BP0472
 BP0472'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0943 ***********************************************************************
 AB0943  DESIGNATION -  X 47
 AB0943  PID         -  AB0943
 AB0943  STATE/COUNTY-  TX/KENEDY
 AB0943  USGS QUAD   -  ARMSTRONG (1982)
 AB0943
 AB0943                         *CURRENT SURVEY CONTROL
 AB0943  ___________________________________________________________________
 AB0943* NAD 83(1986)-  26 55 26.     (N)    097 47 32.     (W)     SCALED    
 AB0943* NAVD 88     -         7.806  (meters)      25.61   (feet)  ADJUSTED  
 AB0943  ___________________________________________________________________
 AB0943  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AB0943  DYNAMIC HT  -           7.794 (meters)      25.57  (feet)  COMP
 AB0943  MODELED GRAV-     979,075.7   (mgal)                       NAVD 88
 AB0943
 AB0943  VERT ORDER  -  FIRST     CLASS II
 AB0943
 AB0943.The horizontal coordinates were scaled from a topographic map and have
 AB0943.an estimated accuracy of +/- 6 seconds.
 AB0943
 AB0943.The orthometric height was determined by differential leveling
 AB0943.and adjusted by the National Geodetic Survey in June 1991..
 AB0943
 AB0943.The geoid height was determined by GEOID03.
 AB0943
 AB0943.The dynamic height is computed by dividing the NAVD 88
 AB0943.geopotential number by the normal gravity value computed on the
 AB0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0943.degrees latitude (g = 980.6199 gals.).
 AB0943
 AB0943.The modeled gravity was interpolated from observed gravity values.
 AB0943
 AB0943;                    North         East    Units  Estimated Accuracy
 AB0943;SPC TX S     - 5,139,490.      370,290.      MT  (+/- 180 meters Scaled)
 AB0943
 AB0943                          SUPERSEDED SURVEY CONTROL
 AB0943
 AB0943  NGVD 29 (??/??/92)    7.88   (m)           25.9    (f) COMPUTED    1 2
 AB0943
 AB0943.Superseded values are not recommended for survey control.
 AB0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0943.See file dsdata.txt to determine how the superseded data were derived.
 AB0943
 AB0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ199785(NAD 83)
 AB0943_MARKER: DB = BENCH MARK DISK
 AB0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0943_SP_SET: FOOTING
 AB0943_STAMPING: ELEV 25.774 FT X 47 1917
 AB0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0943
 AB0943  HISTORY     - Date     Condition        Report By
 AB0943  HISTORY     - 1917     MONUMENTED       CGS
 AB0943  HISTORY     - 1954     GOOD             USGS
 AB0943  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0943
 AB0943                          STATION DESCRIPTION
 AB0943
 AB0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AB0943'IN ARMSTRONG.
 AB0943'AT ARMSTRONG, KENEDY COUNTY, 70 FEET SOUTH OF THE SOUTHERN PACIFIC
 AB0943'LINES STATION, WEST OF THE TRACK, 3.5 FEET NORTH OF A WATER HYDRANT,
 AB0943'AT THE WATER TANK, AND IN THE TOP OF THE SOUTHEAST CONCRETE FOOTING. A
 AB0943'STANDARD DISK, SET 6 INCHES BELOW THE SURFACE OF THE GROUND. NOTE--
 AB0943'THE RAILROAD HAS REMOVED THE WATER TANK AND NEW LANDSCAPING IN THE
 AB0943'AREA HAS COVERED THE MARK.  IT MAY BE FOUND AS ORIGINALLY DESCRIBED.
 AB0943
 AB0943                          STATION RECOVERY (1954)
 AB0943
 AB0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0943'RECOVERED IN GOOD CONDITION.
 AB0943
 AB0943                          STATION RECOVERY (1981)
 AB0943
 AB0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0943'NOT RECOVERED THIS DATE, NOTE, NOT RECOVERED BY USGS IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0190 ***********************************************************************
 DP0190  DESIGNATION -  X 471
 DP0190  PID         -  DP0190
 DP0190  STATE/COUNTY-  TX/KING
 DP0190  USGS QUAD   -  PITCHFORK RANCH (1981)
 DP0190
 DP0190                         *CURRENT SURVEY CONTROL
 DP0190  ___________________________________________________________________
 DP0190* NAD 83(1986)-  33 36 39.     (N)    100 30 20.     (W)     SCALED    
 DP0190* NAVD 88     -       621.076  (meters)    2037.65   (feet)  ADJUSTED  
 DP0190  ___________________________________________________________________
 DP0190  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DP0190  DYNAMIC HT  -         620.336 (meters)    2035.22  (feet)  COMP
 DP0190  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 DP0190
 DP0190  VERT ORDER  -  SECOND    CLASS 0
 DP0190
 DP0190.The horizontal coordinates were scaled from a topographic map and have
 DP0190.an estimated accuracy of +/- 6 seconds.
 DP0190
 DP0190.The orthometric height was determined by differential leveling
 DP0190.and adjusted by the National Geodetic Survey in June 1991..
 DP0190
 DP0190.The geoid height was determined by GEOID03.
 DP0190
 DP0190.The dynamic height is computed by dividing the NAVD 88
 DP0190.geopotential number by the normal gravity value computed on the
 DP0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0190.degrees latitude (g = 980.6199 gals.).
 DP0190
 DP0190.The modeled gravity was interpolated from observed gravity values.
 DP0190
 DP0190;                    North         East    Units  Estimated Accuracy
 DP0190;SPC TXNC     - 2,217,370.      413,900.      MT  (+/- 180 meters Scaled)
 DP0190
 DP0190                          SUPERSEDED SURVEY CONTROL
 DP0190
 DP0190  NGVD 29 (??/??/92)  620.861  (m)         2036.94   (f) ADJ UNCH    2 0
 DP0190
 DP0190.Superseded values are not recommended for survey control.
 DP0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0190.See file dsdata.txt to determine how the superseded data were derived.
 DP0190
 DP0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC603200(NAD 83)
 DP0190_MARKER: DB = BENCH MARK DISK
 DP0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0190_STAMPING: X 471 1934
 DP0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0190+STABILITY: SURFACE MOTION
 DP0190
 DP0190  HISTORY     - Date     Condition        Report By
 DP0190  HISTORY     - 1934     MONUMENTED       CGS
 DP0190  HISTORY     - 1958     GOOD             NGS
 DP0190
 DP0190                          STATION DESCRIPTION
 DP0190
 DP0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0190'11.4 MI W FROM GUTHRIE.
 DP0190'11.4 MILES WEST ALONG THE 1935 ROUTE OF U.S. HIGHWAY 82 FROM GUTHRIE,
 DP0190'KING COUNTY, THIS BENCH MARK MAY BE REACHED BY GOING ALONG U.S.
 DP0190'HIGHWAY 82 TO A POINT OPPOSITE THE ENTRANCE TO PITCHFORK RANCH
 DP0190'HEADQUARTERS, THEN THROUGH A GATE ON THE NORTH SIDE OF THE HIGHWAY AND
 DP0190'0.3 MILE NORTH 30 DEGREES EAST ALONG A RANCH ROAD TO THE OLD HIGHWAY,
 DP0190'TURN EAST WITH THE OLD HIGHWAY TO A WIRE GATE AT THE TOP OF A HILL, GO
 DP0190'THROUGH THE WIRE GATE AND CONTINUE EAST 1.25 MILES ALONG THE OLD
 DP0190'HIGHWAY TO THE BOTTOM OF A DIP.  THE MARK IS 24 FEET NORTH OF THE
 DP0190'CENTERLINE OF THE OLD HIGHWAY, IN TALL GRASS, 2 FEET SOUTHEAST OF A
 DP0190'POLE, AND 1 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0281 ***********************************************************************
 DP0281  DESIGNATION -  X 472
 DP0281  PID         -  DP0281
 DP0281  STATE/COUNTY-  TX/GARZA
 DP0281  USGS QUAD   -  POST EAST (1969)
 DP0281
 DP0281                         *CURRENT SURVEY CONTROL
 DP0281  ___________________________________________________________________
 DP0281* NAD 83(1986)-  33 11 53.     (N)    101 18 51.     (W)     SCALED    
 DP0281* NAVD 88     -       743.362  (meters)    2438.85   (feet)  ADJUSTED  
 DP0281  ___________________________________________________________________
 DP0281  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 DP0281  DYNAMIC HT  -         742.421 (meters)    2435.76  (feet)  COMP
 DP0281  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 DP0281
 DP0281  VERT ORDER  -  SECOND    CLASS 0
 DP0281
 DP0281.The horizontal coordinates were scaled from a topographic map and have
 DP0281.an estimated accuracy of +/- 6 seconds.
 DP0281
 DP0281.The orthometric height was determined by differential leveling
 DP0281.and adjusted by the National Geodetic Survey in June 1991..
 DP0281
 DP0281.The geoid height was determined by GEOID03.
 DP0281
 DP0281.The dynamic height is computed by dividing the NAVD 88
 DP0281.geopotential number by the normal gravity value computed on the
 DP0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0281.degrees latitude (g = 980.6199 gals.).
 DP0281
 DP0281.The modeled gravity was interpolated from observed gravity values.
 DP0281
 DP0281;                    North         East    Units  Estimated Accuracy
 DP0281;SPC TXNC     - 2,173,330.      337,660.      MT  (+/- 180 meters Scaled)
 DP0281
 DP0281                          SUPERSEDED SURVEY CONTROL
 DP0281
 DP0281  NGVD 29 (??/??/92)  743.005  (m)         2437.68   (f) ADJ UNCH    2 0
 DP0281
 DP0281.Superseded values are not recommended for survey control.
 DP0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0281.See file dsdata.txt to determine how the superseded data were derived.
 DP0281
 DP0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB842756(NAD 83)
 DP0281_MARKER: DB = BENCH MARK DISK
 DP0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0281_STAMPING: X 472 1935
 DP0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0281+STABILITY: SURFACE MOTION
 DP0281
 DP0281  HISTORY     - Date     Condition        Report By
 DP0281  HISTORY     - 1935     MONUMENTED       CGS
 DP0281
 DP0281                          STATION DESCRIPTION
 DP0281
 DP0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0281'3.5 MI E FROM POST.
 DP0281'3.5 MILES EAST ALONG U. S. HIGHWAY 380 FROM POST, GARZA COUNTY, 48
 DP0281'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A
 DP0281'FENCE.  A STANDARD DISK, STAMPED X 472 1935 AND SET IN THE TOP OF A
 DP0281'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0399 ***********************************************************************
 DP0399  DESIGNATION -  X 473
 DP0399  PID         -  DP0399
 DP0399  STATE/COUNTY-  TX/CROSBY
 DP0399  USGS QUAD   -  LORENZO (1965)
 DP0399
 DP0399                         *CURRENT SURVEY CONTROL
 DP0399  ___________________________________________________________________
 DP0399* NAD 83(1986)-  33 40 03.     (N)    101 32 05.     (W)     SCALED    
 DP0399* NAVD 88     -       965.525  (meters)    3167.73   (feet)  ADJUSTED  
 DP0399  ___________________________________________________________________
 DP0399  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DP0399  DYNAMIC HT  -         964.290 (meters)    3163.67  (feet)  COMP
 DP0399  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 DP0399
 DP0399  VERT ORDER  -  SECOND    CLASS 0
 DP0399
 DP0399.The horizontal coordinates were scaled from a topographic map and have
 DP0399.an estimated accuracy of +/- 6 seconds.
 DP0399
 DP0399.The orthometric height was determined by differential leveling
 DP0399.and adjusted by the National Geodetic Survey in June 1991..
 DP0399
 DP0399.The geoid height was determined by GEOID03.
 DP0399
 DP0399.The dynamic height is computed by dividing the NAVD 88
 DP0399.geopotential number by the normal gravity value computed on the
 DP0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0399.degrees latitude (g = 980.6199 gals.).
 DP0399
 DP0399.The modeled gravity was interpolated from observed gravity values.
 DP0399
 DP0399;                    North         East    Units  Estimated Accuracy
 DP0399;SPC TXNC     - 2,225,940.      318,610.      MT  (+/- 180 meters Scaled)
 DP0399
 DP0399                          SUPERSEDED SURVEY CONTROL
 DP0399
 DP0399  NGVD 29 (??/??/92)  965.161  (m)         3166.53   (f) ADJ UNCH    2 0
 DP0399
 DP0399.Superseded values are not recommended for survey control.
 DP0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0399.See file dsdata.txt to determine how the superseded data were derived.
 DP0399
 DP0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC649281(NAD 83)
 DP0399_MARKER: DB = BENCH MARK DISK
 DP0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0399_STAMPING: X 473 1934
 DP0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0399+STABILITY: SURFACE MOTION
 DP0399
 DP0399  HISTORY     - Date     Condition        Report By
 DP0399  HISTORY     - 1934     MONUMENTED       CGS
 DP0399  HISTORY     - 1958     GOOD             NGS
 DP0399
 DP0399                          STATION DESCRIPTION
 DP0399
 DP0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0399'IN LORENZO.
 DP0399'AT LORENZO, CROSBY COUNTY, 60 FEET NORTH OF THE PANHANDLE AND SANTA FE
 DP0399'RAILWAY STATION, 42 FEET NORTH OF THE CNETERLINE OF THE MAIN TRACK,
 DP0399'AND 2 FEET SOUTHEAST OF A POLE.  NOTE-- THE MARK IS 3 FEET SOUTHEAST
 DP0399'OF A POLE AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0110 ***********************************************************************
 DP0110  DESIGNATION -  X 474
 DP0110  PID         -  DP0110
 DP0110  STATE/COUNTY-  TX/KENT
 DP0110  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0110
 DP0110                         *CURRENT SURVEY CONTROL
 DP0110  ___________________________________________________________________
 DP0110* NAD 83(1986)-  33 09 28.     (N)    100 41 00.     (W)     SCALED    
 DP0110* NAVD 88     -       612.383  (meters)    2009.13   (feet)  ADJUSTED  
 DP0110  ___________________________________________________________________
 DP0110  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DP0110  DYNAMIC HT  -         611.621 (meters)    2006.63  (feet)  COMP
 DP0110  MODELED GRAV-     979,373.0   (mgal)                       NAVD 88
 DP0110
 DP0110  VERT ORDER  -  SECOND    CLASS 0
 DP0110
 DP0110.The horizontal coordinates were scaled from a topographic map and have
 DP0110.an estimated accuracy of +/- 6 seconds.
 DP0110
 DP0110.The orthometric height was determined by differential leveling
 DP0110.and adjusted by the National Geodetic Survey in June 1991..
 DP0110.WARNING-Repeat measurements at this control monument indicate possible
 DP0110.vertical movement.
 DP0110
 DP0110.The geoid height was determined by GEOID03.
 DP0110
 DP0110.The dynamic height is computed by dividing the NAVD 88
 DP0110.geopotential number by the normal gravity value computed on the
 DP0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0110.degrees latitude (g = 980.6199 gals.).
 DP0110
 DP0110.The modeled gravity was interpolated from observed gravity values.
 DP0110
 DP0110;                    North         East    Units  Estimated Accuracy
 DP0110;SPC TXNC     - 2,167,470.      396,370.      MT  (+/- 180 meters Scaled)
 DP0110
 DP0110                          SUPERSEDED SURVEY CONTROL
 DP0110
 DP0110  NGVD 29 (??/??/92)  612.131  (m)         2008.30   (f) ADJ UNCH    2 0
 DP0110
 DP0110.Superseded values are not recommended for survey control.
 DP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0110.See file dsdata.txt to determine how the superseded data were derived.
 DP0110
 DP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB430700(NAD 83)
 DP0110_MARKER: DB = BENCH MARK DISK
 DP0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0110_STAMPING: X 474 1935
 DP0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0110+STABILITY: SURFACE MOTION
 DP0110
 DP0110  HISTORY     - Date     Condition        Report By
 DP0110  HISTORY     - 1935     MONUMENTED       CGS
 DP0110  HISTORY     - 1961     GOOD             NGS
 DP0110  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0110
 DP0110                          STATION DESCRIPTION
 DP0110
 DP0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DP0110'4.15 MI E FROM CLAIREMONT.
 DP0110'ABOUT 4.15 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0110'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, 39 FEET SOUTH OF THE
 DP0110'CENTER LINE OF THE HIGHWAY, 14 FEET NORTH OF A FENCE, ABOUT 1 FOOT
 DP0110'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DP0110'PROJECTING 13 INCHES.  NOTE-- RD. CONSTR. IN AREA.
 DP0110
 DP0110                          STATION RECOVERY (1968)
 DP0110
 DP0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0055 ***********************************************************************
 DP0055  DESIGNATION -  X 475
 DP0055  PID         -  DP0055
 DP0055  STATE/COUNTY-  TX/STONEWALL
 DP0055  USGS QUAD   -  ASPERMONT (1968)
 DP0055
 DP0055                         *CURRENT SURVEY CONTROL
 DP0055  ___________________________________________________________________
 DP0055* NAD 83(1986)-  33 07 49.     (N)    100 09 28.     (W)     SCALED    
 DP0055* NAVD 88     -       520.818  (meters)    1708.72   (feet)  ADJUSTED  
 DP0055  ___________________________________________________________________
 DP0055  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DP0055  DYNAMIC HT  -         520.165 (meters)    1706.57  (feet)  COMP
 DP0055  MODELED GRAV-     979,367.6   (mgal)                       NAVD 88
 DP0055
 DP0055  VERT ORDER  -  SECOND    CLASS 0
 DP0055
 DP0055.The horizontal coordinates were scaled from a topographic map and have
 DP0055.an estimated accuracy of +/- 6 seconds.
 DP0055
 DP0055.The orthometric height was determined by differential leveling
 DP0055.and adjusted by the National Geodetic Survey in June 1991..
 DP0055
 DP0055.The geoid height was determined by GEOID03.
 DP0055
 DP0055.The dynamic height is computed by dividing the NAVD 88
 DP0055.geopotential number by the normal gravity value computed on the
 DP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0055.degrees latitude (g = 980.6199 gals.).
 DP0055
 DP0055.The modeled gravity was interpolated from observed gravity values.
 DP0055
 DP0055;                    North         East    Units  Estimated Accuracy
 DP0055;SPC TXNC     - 2,163,520.      445,330.      MT  (+/- 180 meters Scaled)
 DP0055
 DP0055                          SUPERSEDED SURVEY CONTROL
 DP0055
 DP0055  NGVD 29 (??/??/92)  520.627  (m)         1708.09   (f) ADJ UNCH    2 0
 DP0055
 DP0055.Superseded values are not recommended for survey control.
 DP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0055.See file dsdata.txt to determine how the superseded data were derived.
 DP0055
 DP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB920663(NAD 83)
 DP0055_MARKER: DB = BENCH MARK DISK
 DP0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0055_STAMPING: X 475 1935
 DP0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0055+STABILITY: SURFACE MOTION
 DP0055
 DP0055  HISTORY     - Date     Condition        Report By
 DP0055  HISTORY     - 1935     MONUMENTED       USGS
 DP0055  HISTORY     - 1958     GOOD             NGS
 DP0055
 DP0055                          STATION DESCRIPTION
 DP0055
 DP0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0055'4.2 MI E FROM ASPERMONT.
 DP0055'4.2 MILES EAST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION AT
 DP0055'ASPERMONT, STONEWALL COUNTY, 60 FEET SOUTH OF MILEPOST B 140, 43 FEET
 DP0055'SOUTH OF THE CENTERLINE OF THE TRACK, 12 FEET SOUTH OF A POLE, AND 2
 DP0055'FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED X 475 1935 AND SET IN
 DP0055'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0025 ***********************************************************************
 CB0025  DESIGNATION -  X 476
 CB0025  PID         -  CB0025
 CB0025  STATE/COUNTY-  TX/TOM GREEN
 CB0025  USGS QUAD   -  TENNYSON (1984)
 CB0025
 CB0025                         *CURRENT SURVEY CONTROL
 CB0025  ___________________________________________________________________
 CB0025* NAD 83(1986)-  31 39 24.     (N)    100 19 58.     (W)     SCALED    
 CB0025* NAVD 88     -       620.813  (meters)    2036.78   (feet)  ADJUSTED  
 CB0025  ___________________________________________________________________
 CB0025  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CB0025  DYNAMIC HT  -         619.976 (meters)    2034.04  (feet)  COMP
 CB0025  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 CB0025
 CB0025  VERT ORDER  -  SECOND    CLASS 0
 CB0025
 CB0025.The horizontal coordinates were scaled from a topographic map and have
 CB0025.an estimated accuracy of +/- 6 seconds.
 CB0025
 CB0025.The orthometric height was determined by differential leveling
 CB0025.and adjusted by the National Geodetic Survey in June 1991..
 CB0025
 CB0025.The geoid height was determined by GEOID03.
 CB0025
 CB0025.The dynamic height is computed by dividing the NAVD 88
 CB0025.geopotential number by the normal gravity value computed on the
 CB0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0025.degrees latitude (g = 980.6199 gals.).
 CB0025
 CB0025.The modeled gravity was interpolated from observed gravity values.
 CB0025
 CB0025;                    North         East    Units  Estimated Accuracy
 CB0025;SPC TX C     - 3,220,610.      700,050.      MT  (+/- 180 meters Scaled)
 CB0025
 CB0025                          SUPERSEDED SURVEY CONTROL
 CB0025
 CB0025  NGVD 29 (??/??/92)  620.625  (m)         2036.17   (f) ADJ UNCH    2 0
 CB0025
 CB0025.Superseded values are not recommended for survey control.
 CB0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0025.See file dsdata.txt to determine how the superseded data were derived.
 CB0025
 CB0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA736031(NAD 83)
 CB0025_MARKER: DB = BENCH MARK DISK
 CB0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0025_STAMPING: 2036.167 W 476 1935
 CB0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0025+STABILITY: SURFACE MOTION
 CB0025
 CB0025  HISTORY     - Date     Condition        Report By
 CB0025  HISTORY     - 1935     MONUMENTED       CGS
 CB0025  HISTORY     - 1947     GOOD             NGS
 CB0025
 CB0025                          STATION DESCRIPTION
 CB0025
 CB0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CB0025'IN WOOLAND.
 CB0025'AT WOOLAND, TOM GREEN COUNTY, ON THE PANHANDLE AND SANTA FE RAILWAY,
 CB0025'56 FEET NORTHWEST OF THE STATION, TWO POLES SOUTH OF MILEPOST 702, 35
 CB0025'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET SOUTHEAST OF A
 CB0025'POLE.  A STANDARD DISK, STAMPED 2036.167 W 476 1935 AND SET IN THE TOP
 CB0025'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0672 ***********************************************************************
 CA0672  DESIGNATION -  X 477
 CA0672  PID         -  CA0672
 CA0672  STATE/COUNTY-  TX/RUNNELS
 CA0672  USGS QUAD   -  BALLINGER (1967)
 CA0672
 CA0672                         *CURRENT SURVEY CONTROL
 CA0672  ___________________________________________________________________
 CA0672* NAD 83(1986)-  31 44 35.     (N)    099 55 37.     (W)     SCALED    
 CA0672* NAVD 88     -       502.352  (meters)    1648.13   (feet)  ADJUSTED  
 CA0672  ___________________________________________________________________
 CA0672  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 CA0672  DYNAMIC HT  -         501.687 (meters)    1645.95  (feet)  COMP
 CA0672  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 CA0672
 CA0672  VERT ORDER  -  SECOND    CLASS 0
 CA0672
 CA0672.The horizontal coordinates were scaled from a topographic map and have
 CA0672.an estimated accuracy of +/- 6 seconds.
 CA0672
 CA0672.The orthometric height was determined by differential leveling
 CA0672.and adjusted by the National Geodetic Survey in June 1991..
 CA0672
 CA0672.The geoid height was determined by GEOID03.
 CA0672
 CA0672.The dynamic height is computed by dividing the NAVD 88
 CA0672.geopotential number by the normal gravity value computed on the
 CA0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0672.degrees latitude (g = 980.6199 gals.).
 CA0672
 CA0672.The modeled gravity was interpolated from observed gravity values.
 CA0672
 CA0672;                    North         East    Units  Estimated Accuracy
 CA0672;SPC TX C     - 3,230,260.      738,510.      MT  (+/- 180 meters Scaled)
 CA0672
 CA0672                          SUPERSEDED SURVEY CONTROL
 CA0672
 CA0672  NGVD 29 (??/??/92)  502.246  (m)         1647.79   (f) ADJ UNCH    2 0
 CA0672
 CA0672.Superseded values are not recommended for survey control.
 CA0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0672.See file dsdata.txt to determine how the superseded data were derived.
 CA0672
 CA0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA122123(NAD 83)
 CA0672_MARKER: DB = BENCH MARK DISK
 CA0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0672_STAMPING: 1647.625 X 477 1935
 CA0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0672+STABILITY: SURFACE MOTION
 CA0672
 CA0672  HISTORY     - Date     Condition        Report By
 CA0672  HISTORY     - 1935     MONUMENTED       CGS
 CA0672  HISTORY     - 1940     GOOD             NGS
 CA0672
 CA0672                          STATION DESCRIPTION
 CA0672
 CA0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0672'1.4 MI E FROM BALLINGER.
 CA0672'1.4 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0672'STATION AT BALLINGER, RUNNELS COUNTY, AT A ROAD CROSSING, 26 FEET EAST
 CA0672'OF THE CENTERLINE OF THE ROAD, 42 FEET NORTH OF THE CENTERLINE OF THE
 CA0672'TRACK, 8 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF THE
 CA0672'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED X 477 1935 AND SET IN
 CA0672'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0310 ***********************************************************************
 CS0310  DESIGNATION -  X 478
 CS0310  PID         -  CS0310
 CS0310  STATE/COUNTY-  TX/KAUFMAN
 CS0310  USGS QUAD   -  ELMO (1981)
 CS0310
 CS0310                         *CURRENT SURVEY CONTROL
 CS0310  ___________________________________________________________________
 CS0310* NAD 83(1986)-  32 40 58.     (N)    096 10 27.     (W)     SCALED    
 CS0310* NAVD 88     -       139.507  (meters)     457.70   (feet)  ADJUSTED  
 CS0310  ___________________________________________________________________
 CS0310  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS0310  DYNAMIC HT  -         139.351 (meters)     457.19  (feet)  COMP
 CS0310  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 CS0310
 CS0310  VERT ORDER  -  SECOND    CLASS 0
 CS0310
 CS0310.The horizontal coordinates were scaled from a topographic map and have
 CS0310.an estimated accuracy of +/- 6 seconds.
 CS0310
 CS0310.The orthometric height was determined by differential leveling
 CS0310.and adjusted by the National Geodetic Survey in June 1991..
 CS0310
 CS0310.The geoid height was determined by GEOID03.
 CS0310
 CS0310.The dynamic height is computed by dividing the NAVD 88
 CS0310.geopotential number by the normal gravity value computed on the
 CS0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0310.degrees latitude (g = 980.6199 gals.).
 CS0310
 CS0310.The modeled gravity was interpolated from observed gravity values.
 CS0310
 CS0310;                    North         East    Units  Estimated Accuracy
 CS0310;SPC TXNC     - 2,115,090.      818,090.      MT  (+/- 180 meters Scaled)
 CS0310
 CS0310                          SUPERSEDED SURVEY CONTROL
 CS0310
 CS0310  NGVD 29 (??/??/92)  139.520  (m)          457.74   (f) ADJ UNCH    2 0
 CS0310
 CS0310.Superseded values are not recommended for survey control.
 CS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0310.See file dsdata.txt to determine how the superseded data were derived.
 CS0310
 CS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB649196(NAD 83)
 CS0310_MARKER: DB = BENCH MARK DISK
 CS0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0310_STAMPING: X 478 1948
 CS0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0310+STABILITY: SURFACE MOTION
 CS0310
 CS0310  HISTORY     - Date     Condition        Report By
 CS0310  HISTORY     - 1948     MONUMENTED       CGS
 CS0310
 CS0310                          STATION DESCRIPTION
 CS0310
 CS0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0310'8.2 MI SE FROM TERRELL.
 CS0310'1.6 MILES EAST ALONG U. S. HIGHWAY 80 FROM THE UNION STATION AT
 CS0310'TERRELL, THENCE 6.6 MILES SOUTHEAST ALONG THE TERRELL-HIRAM ROAD, 1.0
 CS0310'MILE NORTHEAST OF COLLEGE MOUND CHURCH, 233 YARDS (PACED) SOUTHWEST OF
 CS0310'A 90-FOOT STEEL BRIDGE OVER MUDDY CEDAR CREEK, 139 YARDS (PACED)
 CS0310'SOUTHWEST OF THE CENTER OF A ROAD JUNCTION, 106.0 FEET SOUTH OF THE
 CS0310'CENTER LINE OF A DIRT ROAD LEADING WEST, 95.3 FEET SOUTHWEST OF A
 CS0310'FENCE CORNER, 84.0 FEET NORTHWEST OF THE TERRELL-HIRAM ROAD, 1.6 FEET
 CS0310'SOUTHEAST OF A FENCE, 2.4 FEET NORTHEAST OF A REFERENCE POST, AND SET
 CS0310'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0257 ***********************************************************************
 CS0257  DESIGNATION -  X 479
 CS0257  PID         -  CS0257
 CS0257  STATE/COUNTY-  TX/VAN ZANDT
 CS0257  USGS QUAD   -  WILLS POINT (1981)
 CS0257
 CS0257                         *CURRENT SURVEY CONTROL
 CS0257  ___________________________________________________________________
 CS0257* NAD 83(1986)-  32 40 20.     (N)    096 01 37.     (W)     SCALED    
 CS0257* NAVD 88     -       147.423  (meters)     483.67   (feet)  ADJUSTED  
 CS0257  ___________________________________________________________________
 CS0257  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0257  DYNAMIC HT  -         147.257 (meters)     483.13  (feet)  COMP
 CS0257  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 CS0257
 CS0257  VERT ORDER  -  SECOND    CLASS 0
 CS0257
 CS0257.The horizontal coordinates were scaled from a topographic map and have
 CS0257.an estimated accuracy of +/- 6 seconds.
 CS0257
 CS0257.The orthometric height was determined by differential leveling
 CS0257.and adjusted by the National Geodetic Survey in June 1991..
 CS0257
 CS0257.The geoid height was determined by GEOID03.
 CS0257
 CS0257.The dynamic height is computed by dividing the NAVD 88
 CS0257.geopotential number by the normal gravity value computed on the
 CS0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0257.degrees latitude (g = 980.6199 gals.).
 CS0257
 CS0257.The modeled gravity was interpolated from observed gravity values.
 CS0257
 CS0257;                    North         East    Units  Estimated Accuracy
 CS0257;SPC TXNC     - 2,114,240.      831,920.      MT  (+/- 180 meters Scaled)
 CS0257
 CS0257                          SUPERSEDED SURVEY CONTROL
 CS0257
 CS0257  NGVD 29 (??/??/92)  147.433  (m)          483.70   (f) ADJ UNCH    2 0
 CS0257
 CS0257.Superseded values are not recommended for survey control.
 CS0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0257.See file dsdata.txt to determine how the superseded data were derived.
 CS0257
 CS0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB788188(NAD 83)
 CS0257_MARKER: DB = BENCH MARK DISK
 CS0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0257_STAMPING: X 479 1948
 CS0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0257+STABILITY: SURFACE MOTION
 CS0257
 CS0257  HISTORY     - Date     Condition        Report By
 CS0257  HISTORY     - 1948     MONUMENTED       CGS
 CS0257  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 CS0257
 CS0257                          STATION DESCRIPTION
 CS0257
 CS0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0257'2.8 MI SW FROM WILLS POINT.
 CS0257'2.6 MILES SOUTHWEST ALONG FARM ROAD 47 FROM THE TEXAS AND PACIFIC
 CS0257'RAILWAY STATION AT WILLS POINT, THENCE 0.2 MILE SOUTH ALONG A GRADED
 CS0257'DIRT ROAD, AT A ROAD JUNCTION AND AT AN OFFSET IN THE EAST-WEST ROAD,
 CS0257'16.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING WEST
 CS0257'FROM THE OFFSET, 12.0 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD
 CS0257'LEADING NORTH, 5.0 FEET EAST OF THE EAST END OF A GATE, 2.2 FEET
 CS0257'SOUTHEAST OF A FENCE, 1.7 FEET SOUTHWEST OF A REFERENCE POST, AND SET
 CS0257'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CS0257
 CS0257                          STATION RECOVERY (1995)
 CS0257
 CS0257'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0160 ***********************************************************************
 AB0160  DESIGNATION -  X 48
 AB0160  PID         -  AB0160
 AB0160  STATE/COUNTY-  TX/CAMERON
 AB0160  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0160
 AB0160                         *CURRENT SURVEY CONTROL
 AB0160  ___________________________________________________________________
 AB0160* NAD 83(1986)-  25 53 59.     (N)    097 29 59.     (W)     SCALED    
 AB0160* NAVD 88     -        11.691  (meters)      38.36   (feet)  ADJUSTED  
 AB0160  ___________________________________________________________________
 AB0160  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AB0160  DYNAMIC HT  -          11.672 (meters)      38.29  (feet)  COMP
 AB0160  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 AB0160
 AB0160  VERT ORDER  -  FIRST     CLASS II
 AB0160
 AB0160.The horizontal coordinates were scaled from a topographic map and have
 AB0160.an estimated accuracy of +/- 6 seconds.
 AB0160
 AB0160.The orthometric height was determined by differential leveling
 AB0160.and adjusted by the National Geodetic Survey in June 1991..
 AB0160.WARNING-Repeat measurements at this control monument indicate possible
 AB0160.vertical movement.
 AB0160
 AB0160.The geoid height was determined by GEOID03.
 AB0160
 AB0160.The dynamic height is computed by dividing the NAVD 88
 AB0160.geopotential number by the normal gravity value computed on the
 AB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0160.degrees latitude (g = 980.6199 gals.).
 AB0160
 AB0160.The modeled gravity was interpolated from observed gravity values.
 AB0160
 AB0160;                    North         East    Units  Estimated Accuracy
 AB0160;SPC TX S     - 5,026,220.      400,240.      MT  (+/- 180 meters Scaled)
 AB0160
 AB0160                          SUPERSEDED SURVEY CONTROL
 AB0160
 AB0160  NGVD 29 (??/??/92)   11.775  (m)           38.63   (f) ADJ UNCH    1 2
 AB0160
 AB0160.Superseded values are not recommended for survey control.
 AB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0160.See file dsdata.txt to determine how the superseded data were derived.
 AB0160
 AB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP502654(NAD 83)
 AB0160_MARKER: DB = BENCH MARK DISK
 AB0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0160_SP_SET: BUILDING WALL
 AB0160_STAMPING: X 48 1918 ELEV 38.609 FT
 AB0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0160
 AB0160  HISTORY     - Date     Condition        Report By
 AB0160  HISTORY     - 1918     MONUMENTED       CGS
 AB0160  HISTORY     - 1951     GOOD             NGS
 AB0160  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0160  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0160  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0160  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0160  HISTORY     - 19910309 MARK NOT FOUND   USPSQD
 AB0160
 AB0160                          STATION DESCRIPTION
 AB0160
 AB0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0160'IN BROWNSVILLE.
 AB0160'AT BROWNSVILLE, 300 FEET SOUTHWEST OF THE ST. LOUIS, BROWNSVILLE AND
 AB0160'MEXICO RAILROAD STATION, THE STATION HAS BEEN ABANDONED AND IS NOW
 AB0160'OCCUPIED BY A BASKET FACTORY, 18.6 FEET NORTHWEST OF THE NORTHWEST
 AB0160'RAIL, 2.3 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A BAY WINDOW, 1 FOOT
 AB0160'EAST OF A SMALL WINDOW, 4 FEET ABOVE THE GROUND, SET VERTICALLY IN THE
 AB0160'SOUTH BRICK WALL OF THE OLD TELEGRAPH OFFICE.  NOTE-- NOW THE SOUTHERN
 AB0160'PACIFIC LINES.
 AB0160
 AB0160                          STATION RECOVERY (1982)
 AB0160
 AB0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0160'SEARCHED FOR AND NOT RECOVERED, BUILDING TORN DOWN.
 AB0160
 AB0160                          STATION RECOVERY (1988)
 AB0160
 AB0160'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0160'MARK NOT FOUND.
 AB0160
 AB0160                          STATION RECOVERY (1988)
 AB0160
 AB0160'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0160'MARK NOT FOUND.
 AB0160
 AB0160                          STATION RECOVERY (1990)
 AB0160
 AB0160'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0160'MARK NOT FOUND.
 AB0160
 AB0160                          STATION RECOVERY (1991)
 AB0160
 AB0160'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0994 ***********************************************************************
 CR0994  DESIGNATION -  X 480 RESET 1955
 CR0994  PID         -  CR0994
 CR0994  STATE/COUNTY-  TX/VAN ZANDT
 CR0994  USGS QUAD   -  EDGEWOOD (1981)
 CR0994
 CR0994                         *CURRENT SURVEY CONTROL
 CR0994  ___________________________________________________________________
 CR0994* NAD 83(1986)-  32 37 43.     (N)    095 56 59.     (W)     SCALED    
 CR0994* NAVD 88     -       149.05   (+/-2cm)     489.0    (feet)  VERTCON   
 CR0994  ___________________________________________________________________
 CR0994  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CR0994
 CR0994  VERT ORDER  -  THIRD (See Below)
 CR0994
 CR0994.The horizontal coordinates were scaled from a topographic map and have
 CR0994.an estimated accuracy of +/- 6 seconds.
 CR0994
 CR0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0994.The vertical order pertains to the NGVD 29 superseded value.
 CR0994
 CR0994.The geoid height was determined by GEOID03.
 CR0994
 CR0994;                    North         East    Units  Estimated Accuracy
 CR0994;SPC TXNC     - 2,109,580.      839,280.      MT  (+/- 180 meters Scaled)
 CR0994
 CR0994                          SUPERSEDED SURVEY CONTROL
 CR0994
 CR0994  NGVD 29 (??/??/??)  149.06   (m)          489.0    (f) RESET       3  
 CR0994
 CR0994.Superseded values are not recommended for survey control.
 CR0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0994.See file dsdata.txt to determine how the superseded data were derived.
 CR0994
 CR0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS232139(NAD 83)
 CR0994_MARKER: DB = BENCH MARK DISK
 CR0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0994_STAMPING: X 480 RESET 1955
 CR0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0994+STABILITY: SURFACE MOTION
 CR0994
 CR0994  HISTORY     - Date     Condition        Report By
 CR0994  HISTORY     - 1955     MONUMENTED       CGS
 CR0994  HISTORY     - 19930615 GOOD             USPSQD
 CR0994  HISTORY     - 19950831 GOOD             USPSQD
 CR0994
 CR0994                          STATION DESCRIPTION
 CR0994
 CR0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR0994'1.9 MI NW FROM MYRTLE SPRINGS.
 CR0994'ABOUT 1.9 MILES NORTHWEST ALONG HIGHWAY NO. 64 FROM THE CROSS ROADS IN
 CR0994'MYRTLE SPRINGS, ABOUT 75 YARDS SOUTH OF A CONCRETE CULVERT, 1 FOOT
 CR0994'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE AND ABOUT 60 FEET
 CR0994'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK STAMPED X
 CR0994'480 RESET 1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 CR0994'INCHES.
 CR0994
 CR0994                          STATION RECOVERY (1993)
 CR0994
 CR0994'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0994'RECOVERED IN GOOD CONDITION.
 CR0994
 CR0994                          STATION RECOVERY (1995)
 CR0994
 CR0994'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0739 ***********************************************************************
 AY0739  DESIGNATION -  X 481
 AY0739  PID         -  AY0739
 AY0739  STATE/COUNTY-  TX/BEXAR
 AY0739  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0739
 AY0739                         *CURRENT SURVEY CONTROL
 AY0739  ___________________________________________________________________
 AY0739* NAD 83(1986)-  29 26 17.     (N)    098 31 31.     (W)     SCALED    
 AY0739* NAVD 88     -       200.264  (meters)     657.03   (feet)  ADJUSTED  
 AY0739  ___________________________________________________________________
 AY0739  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY0739  DYNAMIC HT  -         199.972 (meters)     656.07  (feet)  COMP
 AY0739  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 AY0739
 AY0739  VERT ORDER  -  FIRST     CLASS II
 AY0739
 AY0739.The horizontal coordinates were scaled from a topographic map and have
 AY0739.an estimated accuracy of +/- 6 seconds.
 AY0739
 AY0739.The orthometric height was determined by differential leveling
 AY0739.and adjusted by the National Geodetic Survey in June 1991..
 AY0739
 AY0739.The geoid height was determined by GEOID03.
 AY0739
 AY0739.The dynamic height is computed by dividing the NAVD 88
 AY0739.geopotential number by the normal gravity value computed on the
 AY0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0739.degrees latitude (g = 980.6199 gals.).
 AY0739
 AY0739.The modeled gravity was interpolated from observed gravity values.
 AY0739
 AY0739;                    North         East    Units  Estimated Accuracy
 AY0739;SPC TXSC     - 4,177,940.      646,050.      MT  (+/- 180 meters Scaled)
 AY0739
 AY0739                          SUPERSEDED SURVEY CONTROL
 AY0739
 AY0739  NGVD 29 (??/??/92)  200.140  (m)          656.63   (f) ADJ UNCH    1 2
 AY0739
 AY0739.Superseded values are not recommended for survey control.
 AY0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0739.See file dsdata.txt to determine how the superseded data were derived.
 AY0739
 AY0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT460566(NAD 83)
 AY0739_MARKER: DB = BENCH MARK DISK
 AY0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0739_SP_SET: BRIDGE
 AY0739_STAMPING: X 481 1935
 AY0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0739
 AY0739  HISTORY     - Date     Condition        Report By
 AY0739  HISTORY     - 1935     MONUMENTED       CGS
 AY0739  HISTORY     - 1943     GOOD             NGS
 AY0739  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0739  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0739
 AY0739                          STATION DESCRIPTION
 AY0739
 AY0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0739'IN SAN ANTONIO.
 AY0739'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0739'PROCEED 1.3 MILE WEST ALONG WEST COMMERCE STREET TO ZARZAMORA STREET,
 AY0739'THENCE 0.7 MILE NORTH ALONG ZARZAMORA STREET TO A CONCRETE BRIDGE AND
 AY0739'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN ABOUT THE
 AY0739'CENTER OF THE EAST SIDEWALK ON A CONCRETE BRIDGE OVER A SMALL STREAM.
 AY0739'IT IS IN THE 1000 BLOCK ALONG ZARZAMORA STREET, 21.5 FEET EAST OF AND
 AY0739'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF STREET.  IT IS 1.2 FOOT
 AY0739'NORTHWEST OF AN IRON POST OVER THE NORTHEAST WINGWALL OF BRIDGE.
 AY0739
 AY0739                          STATION RECOVERY (1967)
 AY0739
 AY0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0739'MARK NOT FOUND.
 AY0739
 AY0739                          STATION RECOVERY (1995)
 AY0739
 AY0739'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0627 ***********************************************************************
 CR0627  DESIGNATION -  X 482
 CR0627  PID         -  CR0627
 CR0627  STATE/COUNTY-  TX/HENDERSON
 CR0627  USGS QUAD   -  STOCKARD (1984)
 CR0627
 CR0627                         *CURRENT SURVEY CONTROL
 CR0627  ___________________________________________________________________
 CR0627* NAD 83(1986)-  32 19 23.     (N)    095 56 13.     (W)     SCALED    
 CR0627* NAVD 88     -       145.196  (meters)     476.36   (feet)  ADJUSTED  
 CR0627  ___________________________________________________________________
 CR0627  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CR0627  DYNAMIC HT  -         145.028 (meters)     475.81  (feet)  COMP
 CR0627  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 CR0627
 CR0627  VERT ORDER  -  SECOND    CLASS 0
 CR0627
 CR0627.The horizontal coordinates were scaled from a topographic map and have
 CR0627.an estimated accuracy of +/- 6 seconds.
 CR0627
 CR0627.The orthometric height was determined by differential leveling
 CR0627.and adjusted by the National Geodetic Survey in June 1991..
 CR0627
 CR0627.The geoid height was determined by GEOID03.
 CR0627
 CR0627.The dynamic height is computed by dividing the NAVD 88
 CR0627.geopotential number by the normal gravity value computed on the
 CR0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0627.degrees latitude (g = 980.6199 gals.).
 CR0627
 CR0627.The modeled gravity was interpolated from observed gravity values.
 CR0627
 CR0627;                    North         East    Units  Estimated Accuracy
 CR0627;SPC TXNC     - 2,075,730.      841,300.      MT  (+/- 180 meters Scaled)
 CR0627
 CR0627                          SUPERSEDED SURVEY CONTROL
 CR0627
 CR0627  NGVD 29 (??/??/92)  145.203  (m)          476.39   (f) ADJ UNCH    2 0
 CR0627
 CR0627.Superseded values are not recommended for survey control.
 CR0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0627.See file dsdata.txt to determine how the superseded data were derived.
 CR0627
 CR0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR235800(NAD 83)
 CR0627_MARKER: DB = BENCH MARK DISK
 CR0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0627_STAMPING: X 482 1948
 CR0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0627+STABILITY: SURFACE MOTION
 CR0627
 CR0627  HISTORY     - Date     Condition        Report By
 CR0627  HISTORY     - 1948     MONUMENTED       CGS
 CR0627
 CR0627                          STATION DESCRIPTION
 CR0627
 CR0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0627'8.05 MI SE FROM EUSTACE.
 CR0627'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0627'AT EUSTACE, THENCE 2.75 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 1.1
 CR0627'MILES NORTH ALONG A GRADED DIRT ROAD, 0.5 MILE WEST OF COTTONWOOD
 CR0627'BAPTIST CHURCH, 170.0 FEET EAST OF A POINT WHERE THE ROAD TURNS EAST,
 CR0627'59.6 FEET EAST OF THE SOUTHEAST CORNER OF A VACANT FARMHOUSE, 56.0
 CR0627'FEET NORTH OF THE CENTER LINE OF THE ROAD, 24.6 WEST OF THE SOUTHWEST
 CR0627'CORNER OF A SMALL BARN, 5.3 FEET SOUTH OF A 16-INCH OAK TREE, 1.5 FEET
 CR0627'WEST OF A FENCE ALONG THE EAST SIDE OF THE FARMYARD, 2.0 FEET NORTH OF
 CR0627'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 CR0627'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1209 ***********************************************************************
 BY1209  DESIGNATION -  X 483
 BY1209  PID         -  BY1209
 BY1209  STATE/COUNTY-  TX/NACOGDOCHES
 BY1209  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1209
 BY1209                         *CURRENT SURVEY CONTROL
 BY1209  ___________________________________________________________________
 BY1209* NAD 83(1986)-  31 31 08.     (N)    094 38 53.     (W)     SCALED    
 BY1209* NAVD 88     -        75.90   (+/-2cm)     249.0    (feet)  VERTCON   
 BY1209  ___________________________________________________________________
 BY1209  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1209
 BY1209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1209
 BY1209.The horizontal coordinates were scaled from a topographic map and have
 BY1209.an estimated accuracy of +/- 6 seconds.
 BY1209
 BY1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1209.The vertical order pertains to the NGVD 29 superseded value.
 BY1209
 BY1209.The geoid height was determined by GEOID03.
 BY1209
 BY1209;                    North         East    Units  Estimated Accuracy
 BY1209;SPC TX C     - 3,219,130.    1,239,730.      MT  (+/- 180 meters Scaled)
 BY1209
 BY1209                          SUPERSEDED SURVEY CONTROL
 BY1209
 BY1209  NGVD 29 (??/??/92)   75.984  (m)          249.29   (f) ADJ UNCH    2 0
 BY1209
 BY1209.Superseded values are not recommended for survey control.
 BY1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1209.See file dsdata.txt to determine how the superseded data were derived.
 BY1209
 BY1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ435882(NAD 83)
 BY1209_MARKER: DB = BENCH MARK DISK
 BY1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1209_STAMPING: X 483 1948
 BY1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1209+STABILITY: SURFACE MOTION
 BY1209
 BY1209  HISTORY     - Date     Condition        Report By
 BY1209  HISTORY     - 1948     MONUMENTED       CGS
 BY1209  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1209
 BY1209                          STATION DESCRIPTION
 BY1209
 BY1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1209'6.95 MI SE FROM NACOGDOCHES.
 BY1209'5.65 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1209'STATION AT NACOGDOCHES, THENCE 1.3 MILES SOUTHEAST ALONG A GRADED DIRT
 BY1209'ROAD, AT A ROAD JUNCTION, 83.0 FEET WEST OF THE CENTER LINE OF A
 BY1209'NORTH-SOUTH ROAD, 37.0 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 BY1209'WEST, 1.7 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY1209'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY1209
 BY1209                          STATION RECOVERY (1998)
 BY1209
 BY1209'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1222 ***********************************************************************
 BY1222  DESIGNATION -  X 484
 BY1222  PID         -  BY1222
 BY1222  STATE/COUNTY-  TX/NACOGDOCHES
 BY1222  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1222
 BY1222                         *CURRENT SURVEY CONTROL
 BY1222  ___________________________________________________________________
 BY1222* NAD 83(1986)-  31 31 35.     (N)    094 39 57.     (W)     SCALED    
 BY1222* NAVD 88     -        67.87   (+/-2cm)     222.7    (feet)  VERTCON   
 BY1222  ___________________________________________________________________
 BY1222  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY1222
 BY1222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1222
 BY1222.The horizontal coordinates were scaled from a topographic map and have
 BY1222.an estimated accuracy of +/- 6 seconds.
 BY1222
 BY1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1222.The vertical order pertains to the NGVD 29 superseded value.
 BY1222
 BY1222.The geoid height was determined by GEOID03.
 BY1222
 BY1222;                    North         East    Units  Estimated Accuracy
 BY1222;SPC TX C     - 3,219,870.    1,238,000.      MT  (+/- 180 meters Scaled)
 BY1222
 BY1222                          SUPERSEDED SURVEY CONTROL
 BY1222
 BY1222  NGVD 29 (??/??/92)   67.952  (m)          222.94   (f) ADJ UNCH    2 0
 BY1222
 BY1222.Superseded values are not recommended for survey control.
 BY1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1222.See file dsdata.txt to determine how the superseded data were derived.
 BY1222
 BY1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ418891(NAD 83)
 BY1222_MARKER: DB = BENCH MARK DISK
 BY1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1222_STAMPING: X 484 1949
 BY1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1222+STABILITY: SURFACE MOTION
 BY1222
 BY1222  HISTORY     - Date     Condition        Report By
 BY1222  HISTORY     - 1949     MONUMENTED       CGS
 BY1222  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1222  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1222
 BY1222                          STATION DESCRIPTION
 BY1222
 BY1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1222'5.65 MI S FROM NACOGDOCHES.
 BY1222'5.65 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1222'STATION AT NACOGDOCHES, 0.35 MILE SOUTH OF MILEPOST 133, AT A ROAD
 BY1222'JUNCTION WHERE A ROAD LEADS EAST FROM A ROAD PARALLELING THE RAILROAD,
 BY1222'138.0 FEET EAST OF AND APPROXIMATELY 15.0 FEET LOWER THAN THE EAST
 BY1222'RAIL OF THE TRACK, 67.0 FEET SOUTHWEST OF THE SOUTH CORNER OF AN
 BY1222'18-FOOT WOODEN BRIDGE (WESTERLY ONE OF TWO BRIDGES) OVER A SMALL
 BY1222'STREAM, 22.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 BY1222'EAST, 6.7 FEET SOUTHEAST OF A FENCE, 3.0 FEET NORTH OF A REFERENCE
 BY1222'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 BY1222'THE GROUND.
 BY1222
 BY1222                          STATION RECOVERY (1977)
 BY1222
 BY1222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1222'MARK NOT FOUND.
 BY1222
 BY1222                          STATION RECOVERY (1998)
 BY1222
 BY1222'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0149 ***********************************************************************
 BY0149  DESIGNATION -  X 485
 BY0149  PID         -  BY0149
 BY0149  STATE/COUNTY-  TX/SHELBY
 BY0149  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0149
 BY0149                         *CURRENT SURVEY CONTROL
 BY0149  ___________________________________________________________________
 BY0149* NAD 83(1986)-  31 43 52.     (N)    094 20 24.     (W)     SCALED    
 BY0149* NAVD 88     -       112.61   (+/-2cm)     369.5    (feet)  VERTCON   
 BY0149  ___________________________________________________________________
 BY0149  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY0149
 BY0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0149
 BY0149.The horizontal coordinates were scaled from a topographic map and have
 BY0149.an estimated accuracy of +/- 6 seconds.
 BY0149
 BY0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0149.The vertical order pertains to the NGVD 29 superseded value.
 BY0149
 BY0149.The geoid height was determined by GEOID03.
 BY0149
 BY0149;                    North         East    Units  Estimated Accuracy
 BY0149;SPC TX C     - 3,244,160.    1,267,680.      MT  (+/- 180 meters Scaled)
 BY0149
 BY0149                          SUPERSEDED SURVEY CONTROL
 BY0149
 BY0149  NGVD 29 (??/??/92)  112.624  (m)          369.50   (f) ADJ UNCH    2 0
 BY0149
 BY0149.Superseded values are not recommended for survey control.
 BY0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0149.See file dsdata.txt to determine how the superseded data were derived.
 BY0149
 BY0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR730114(NAD 83)
 BY0149_MARKER: DB = BENCH MARK DISK
 BY0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0149_STAMPING: X 485 1949
 BY0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0149+STABILITY: SURFACE MOTION
 BY0149
 BY0149  HISTORY     - Date     Condition        Report By
 BY0149  HISTORY     - 1949     MONUMENTED       CGS
 BY0149
 BY0149                          STATION DESCRIPTION
 BY0149
 BY0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0149'3.7 MI N FROM AIKEN.
 BY0149'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 7 FROM THE ELEMENTARY SCHOOL AT
 BY0149'AIKEN, THENCE 3.4 MILES NORTH ALONG THE AIKEN-ARCADA ROAD, 121.9 FEET
 BY0149'NORTHWEST OF THE NORTHWEST CORNER OF THE J. T. OLIVER FARMHOUSE, 114.0
 BY0149'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 4.5 FEET SOUTH OF A
 BY0149'12-INCH ELM TREE, 2.7 FEET NORTH OF A 9-INCH ELM TREE, 1.9 FEET EAST
 BY0149'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0149'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0045 ***********************************************************************
 BY0045  DESIGNATION -  X 486
 BY0045  PID         -  BY0045
 BY0045  STATE/COUNTY-  TX/SHELBY
 BY0045  USGS QUAD   -  TIMPSON (1984)
 BY0045
 BY0045                         *CURRENT SURVEY CONTROL
 BY0045  ___________________________________________________________________
 BY0045* NAD 83(1986)-  31 53 34.     (N)    094 24 54.     (W)     SCALED    
 BY0045* NAVD 88     -       126.237  (meters)     414.16   (feet)  ADJUSTED  
 BY0045  ___________________________________________________________________
 BY0045  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY0045  DYNAMIC HT  -         126.085 (meters)     413.66  (feet)  COMP
 BY0045  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 BY0045
 BY0045  VERT ORDER  -  FIRST     CLASS II
 BY0045
 BY0045.The horizontal coordinates were scaled from a topographic map and have
 BY0045.an estimated accuracy of +/- 6 seconds.
 BY0045
 BY0045.The orthometric height was determined by differential leveling
 BY0045.and adjusted by the National Geodetic Survey in June 1991..
 BY0045.WARNING-Repeat measurements at this control monument indicate possible
 BY0045.vertical movement.
 BY0045
 BY0045.The geoid height was determined by GEOID03.
 BY0045
 BY0045.The dynamic height is computed by dividing the NAVD 88
 BY0045.geopotential number by the normal gravity value computed on the
 BY0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0045.degrees latitude (g = 980.6199 gals.).
 BY0045
 BY0045.The modeled gravity was interpolated from observed gravity values.
 BY0045
 BY0045;                    North         East    Units  Estimated Accuracy
 BY0045;SPC TX C     - 3,261,680.    1,259,630.      MT  (+/- 180 meters Scaled)
 BY0045
 BY0045                          SUPERSEDED SURVEY CONTROL
 BY0045
 BY0045  NGVD 29 (??/??/92)  126.247  (m)          414.20   (f) ADJ UNCH    1 2
 BY0045
 BY0045.Superseded values are not recommended for survey control.
 BY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0045.See file dsdata.txt to determine how the superseded data were derived.
 BY0045
 BY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR661294(NAD 83)
 BY0045_MARKER: DB = BENCH MARK DISK
 BY0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0045_STAMPING: X 486 1949
 BY0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0045+STABILITY: SURFACE MOTION
 BY0045
 BY0045  HISTORY     - Date     Condition        Report By
 BY0045  HISTORY     - 1949     MONUMENTED       CGS
 BY0045  HISTORY     - 1952     GOOD             NGS
 BY0045  HISTORY     - 1979     GOOD             NGS
 BY0045
 BY0045                          STATION DESCRIPTION
 BY0045
 BY0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0045'1.3 MI SW FROM TIMPSON.
 BY0045'1.3 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0045'STATION AT TIMPSON, 150 FEET SOUTHWEST OF A 30 INCH PINE TREE, 71 FEET
 BY0045'SOUTHEAST OF THE SOUTHEAST RAIL, 33 FEET NORTHWEST OF THE CENTER LINE
 BY0045'OF A TRACK ROAD LEADING SOUTHWEST TO AN ABANDONED COAL MINE, 2 FEET
 BY0045'NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 BY0045'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY0045
 BY0045                          STATION RECOVERY (1979)
 BY0045
 BY0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0045'NOT LEVELED AT THIS TIME, INACCESSIBLE FROM THE NEW LEVEL ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0494 ***********************************************************************
 BY0494  DESIGNATION -  X 488
 BY0494  PID         -  BY0494
 BY0494  STATE/COUNTY-  TX/ANGELINA
 BY0494  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0494
 BY0494                         *CURRENT SURVEY CONTROL
 BY0494  ___________________________________________________________________
 BY0494* NAD 83(1986)-  31 16 38.     (N)    094 25 38.     (W)     SCALED    
 BY0494* NAVD 88     -        59.69   (+/-2cm)     195.8    (feet)  VERTCON   
 BY0494  ___________________________________________________________________
 BY0494  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BY0494
 BY0494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0494
 BY0494.The horizontal coordinates were scaled from a topographic map and have
 BY0494.an estimated accuracy of +/- 6 seconds.
 BY0494
 BY0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0494.The vertical order pertains to the NGVD 29 superseded value.
 BY0494
 BY0494.The geoid height was determined by GEOID03.
 BY0494
 BY0494;                    North         East    Units  Estimated Accuracy
 BY0494;SPC TX C     - 3,193,460.    1,262,100.      MT  (+/- 180 meters Scaled)
 BY0494
 BY0494                          SUPERSEDED SURVEY CONTROL
 BY0494
 BY0494  NGVD 29 (??/??/92)   59.723  (m)          195.94   (f) ADJ UNCH    2 0
 BY0494
 BY0494.Superseded values are not recommended for survey control.
 BY0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0494.See file dsdata.txt to determine how the superseded data were derived.
 BY0494
 BY0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ641612(NAD 83)
 BY0494_MARKER: DB = BENCH MARK DISK
 BY0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0494_STAMPING: X 488 1949
 BY0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0494+STABILITY: SURFACE MOTION
 BY0494
 BY0494  HISTORY     - Date     Condition        Report By
 BY0494  HISTORY     - 1949     MONUMENTED       CGS
 BY0494  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0494  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0494
 BY0494                          STATION DESCRIPTION
 BY0494
 BY0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0494'IN ORA.
 BY0494'AT ORA, AT THE BAPTIST CHURCH, 112 FEET SOUTHEAST OF THE CENTER OF A
 BY0494'ROAD INTERSECTION, 88 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 BY0494'WEST ROAD, 41.3 FEET EAST OF THE NORTHEAST CORNER OF THE CHURCH, 10
 BY0494'FEET SOUTHWEST OF A 24 INCH PINE TREE, 10 FEET WEST OF A WITNESS POST,
 BY0494'8.2 FEET NORTH OF A 24 INCH PINE TREE, SET IN THE TOP OF A CONCRETE
 BY0494'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0494
 BY0494                          STATION RECOVERY (1979)
 BY0494
 BY0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0494'MARK NOT FOUND.
 BY0494
 BY0494                          STATION RECOVERY (1998)
 BY0494
 BY0494'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0931 ***********************************************************************
 BY0931  DESIGNATION -  X 489 RESET 1956
 BY0931  PID         -  BY0931
 BY0931  STATE/COUNTY-  TX/ANGELINA
 BY0931  USGS QUAD   -  MANNING (1980)
 BY0931
 BY0931                         *CURRENT SURVEY CONTROL
 BY0931  ___________________________________________________________________
 BY0931* NAD 83(1986)-  31 08 32.     (N)    094 32 25.     (W)     SCALED    
 BY0931* NAVD 88     -        69.82   (+/-2cm)     229.1    (feet)  VERTCON   
 BY0931  ___________________________________________________________________
 BY0931  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BY0931
 BY0931  VERT ORDER  -  THIRD (See Below)
 BY0931
 BY0931.The horizontal coordinates were scaled from a topographic map and have
 BY0931.an estimated accuracy of +/- 6 seconds.
 BY0931
 BY0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0931.The vertical order pertains to the NGVD 29 superseded value.
 BY0931
 BY0931.The geoid height was determined by GEOID03.
 BY0931
 BY0931;                    North         East    Units  Estimated Accuracy
 BY0931;SPC TX C     - 3,177,950.    1,252,130.      MT  (+/- 180 meters Scaled)
 BY0931
 BY0931                          SUPERSEDED SURVEY CONTROL
 BY0931
 BY0931  NGVD 29 (??/??/??)   69.84   (m)          229.1    (f) RESET       3  
 BY0931
 BY0931.Superseded values are not recommended for survey control.
 BY0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0931.See file dsdata.txt to determine how the superseded data were derived.
 BY0931
 BY0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ531463(NAD 83)
 BY0931_MARKER: DB = BENCH MARK DISK
 BY0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0931_SP_SET: MONUMENT
 BY0931_STAMPING: X 489 RESET 1956
 BY0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0931
 BY0931  HISTORY     - Date     Condition        Report By
 BY0931  HISTORY     - 1956     MONUMENTED       CGS
 BY0931
 BY0931                          STATION DESCRIPTION
 BY0931
 BY0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BY0931'02.9 MI S FROM SHAWNEE PRAIRIE.
 BY0931'ABOUT 02.9 MILES SOUTH OF THE SETTLEMENT OF SHAWNEE PRAIRIE ALONG F.M.
 BY0931'ROAD NO.844, AT A T ROAD TO THE RIGHT, ABOUT 15 FEET WEST OF THE WEST
 BY0931'RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY AND 3 FEET SOUTH OF THE NORTH
 BY0931'FENCE LINE OF THE ROAD LEADING WEST.  THIS FENCE EXTENDS ABOUT 50
 BY0931'YARDS WEST ACROSS A DRAW TO THE CORNER OF A GARAGE AT A TWO STORY
 BY0931'HOUSE.  IT IS ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK
 BY0931'STAMPED X 489 RESET 1956 IN A CONCRETE MONUMENT PROJECTING ABOUT 4
 BY0931'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0971 ***********************************************************************
 BZ0971  DESIGNATION -  X 49
 BZ0971  PID         -  BZ0971
 BZ0971  STATE/COUNTY-  TX/CORYELL
 BZ0971  USGS QUAD   -  COPPERAS COVE (1995)
 BZ0971
 BZ0971                         *CURRENT SURVEY CONTROL
 BZ0971  ___________________________________________________________________
 BZ0971* NAD 83(1986)-  31 07 19.     (N)    097 52 46.     (W)     SCALED    
 BZ0971* NAVD 88     -       315.344  (meters)    1034.59   (feet)  ADJUSTED  
 BZ0971  ___________________________________________________________________
 BZ0971  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BZ0971  DYNAMIC HT  -         314.921 (meters)    1033.20  (feet)  COMP
 BZ0971  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 BZ0971
 BZ0971  VERT ORDER  -  FIRST     CLASS II
 BZ0971
 BZ0971.The horizontal coordinates were scaled from a topographic map and have
 BZ0971.an estimated accuracy of +/- 6 seconds.
 BZ0971
 BZ0971.The orthometric height was determined by differential leveling
 BZ0971.and adjusted by the National Geodetic Survey in June 1991..
 BZ0971
 BZ0971.The geoid height was determined by GEOID03.
 BZ0971
 BZ0971.The dynamic height is computed by dividing the NAVD 88
 BZ0971.geopotential number by the normal gravity value computed on the
 BZ0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0971.degrees latitude (g = 980.6199 gals.).
 BZ0971
 BZ0971.The modeled gravity was interpolated from observed gravity values.
 BZ0971
 BZ0971;                    North         East    Units  Estimated Accuracy
 BZ0971;SPC TX C     - 3,163,910.      934,010.      MT  (+/- 180 meters Scaled)
 BZ0971
 BZ0971                          SUPERSEDED SURVEY CONTROL
 BZ0971
 BZ0971  NGVD 29 (??/??/92)  315.254  (m)         1034.30   (f) ADJ UNCH    1 2
 BZ0971
 BZ0971.Superseded values are not recommended for survey control.
 BZ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0971.See file dsdata.txt to determine how the superseded data were derived.
 BZ0971
 BZ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV068436(NAD 83)
 BZ0971_MARKER: DB = BENCH MARK DISK
 BZ0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0971_SP_SET: CULVERT
 BZ0971_STAMPING: X 49 1953
 BZ0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0971
 BZ0971  HISTORY     - Date     Condition        Report By
 BZ0971  HISTORY     - 1953     MONUMENTED       CGS
 BZ0971  HISTORY     - 1957     GOOD             DOD
 BZ0971  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0971
 BZ0971                          STATION DESCRIPTION
 BZ0971
 BZ0971'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0971'1.4 MI E FROM COPPERAS COVE.
 BZ0971'1.4 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0971'STATION AT COPPERAS COVE, CORYELL COUNTY, AT CONCRETE CULVERT 252 C,
 BZ0971'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL, AND 9 FEET
 BZ0971'NORTH OF THE NORTH RAIL.
 BZ0971
 BZ0971                          STATION RECOVERY (1983)
 BZ0971
 BZ0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0971'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0917 ***********************************************************************
 BY0917  DESIGNATION -  X 490
 BY0917  PID         -  BY0917
 BY0917  STATE/COUNTY-  TX/ANGELINA
 BY0917  USGS QUAD   -  MANNING (1980)
 BY0917
 BY0917                         *CURRENT SURVEY CONTROL
 BY0917  ___________________________________________________________________
 BY0917* NAD 83(1986)-  31 08 19.     (N)    094 36 53.     (W)     SCALED    
 BY0917* NAVD 88     -        47.54   (+/-2cm)     156.0    (feet)  VERTCON   
 BY0917  ___________________________________________________________________
 BY0917  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BY0917
 BY0917  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0917
 BY0917.The horizontal coordinates were scaled from a topographic map and have
 BY0917.an estimated accuracy of +/- 6 seconds.
 BY0917
 BY0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0917.The vertical order pertains to the NGVD 29 superseded value.
 BY0917
 BY0917.The geoid height was determined by GEOID03.
 BY0917
 BY0917;                    North         East    Units  Estimated Accuracy
 BY0917;SPC TX C     - 3,177,190.    1,245,060.      MT  (+/- 180 meters Scaled)
 BY0917
 BY0917                          SUPERSEDED SURVEY CONTROL
 BY0917
 BY0917  NGVD 29 (??/??/92)   47.567  (m)          156.06   (f) ADJ UNCH    2 0
 BY0917
 BY0917.Superseded values are not recommended for survey control.
 BY0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0917.See file dsdata.txt to determine how the superseded data were derived.
 BY0917
 BY0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ460460(NAD 83)
 BY0917_MARKER: DB = BENCH MARK DISK
 BY0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0917_STAMPING: X 490 1949
 BY0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0917+STABILITY: SURFACE MOTION
 BY0917
 BY0917  HISTORY     - Date     Condition        Report By
 BY0917  HISTORY     - 1949     MONUMENTED       CGS
 BY0917
 BY0917                          STATION DESCRIPTION
 BY0917
 BY0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0917'8.2 MI W FROM SHAWNEE PRAIRIE.
 BY0917'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0917'SHAWNEE PRAIRIE, THENCE 3.6 MILES WEST ALONG A GRADED DIRT ROAD,
 BY0917'THENCE 1.7 MILES WEST ALONG AN OLD C.C.C. ROAD, ON A RIDGE ABOUT HALF
 BY0917'WAY BETWEEN BUCK AND BALUXY CREEKS, 0.2 MILE EAST OF THE JUNCTION OF A
 BY0917'WOODS ROAD LEADING NORTH, 34.0 FEET SOUTH OF THE CENTER LINE OF THE
 BY0917'ROAD, 22.0 FEET SOUTHWEST OF A 14-INCH PINE TREE, 20.0 FEET NORTHEAST
 BY0917'OF A 14-INCH OAK TREE, 1.6 FEET NORTH OF A REFERENCE POST, AND SET IN
 BY0917'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0591 ***********************************************************************
 BY0591  DESIGNATION -  X 491
 BY0591  PID         -  BY0591
 BY0591  STATE/COUNTY-  TX/ANGELINA
 BY0591  USGS QUAD   -  ROCKLAND (1984)
 BY0591
 BY0591                         *CURRENT SURVEY CONTROL
 BY0591  ___________________________________________________________________
 BY0591* NAD 83(1986)-  31 05 26.     (N)    094 23 50.     (W)     SCALED    
 BY0591* NAVD 88     -        44.54   (+/-2cm)     146.1    (feet)  VERTCON   
 BY0591  ___________________________________________________________________
 BY0591  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BY0591
 BY0591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0591
 BY0591.The horizontal coordinates were scaled from a topographic map and have
 BY0591.an estimated accuracy of +/- 6 seconds.
 BY0591
 BY0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0591.The vertical order pertains to the NGVD 29 superseded value.
 BY0591
 BY0591.The geoid height was determined by GEOID03.
 BY0591
 BY0591;                    North         East    Units  Estimated Accuracy
 BY0591;SPC TX C     - 3,172,950.    1,266,050.      MT  (+/- 180 meters Scaled)
 BY0591
 BY0591                          SUPERSEDED SURVEY CONTROL
 BY0591
 BY0591  NGVD 29 (??/??/92)   44.560  (m)          146.19   (f) ADJ UNCH    2 0
 BY0591
 BY0591.Superseded values are not recommended for survey control.
 BY0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0591.See file dsdata.txt to determine how the superseded data were derived.
 BY0591
 BY0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ667404(NAD 83)
 BY0591_MARKER: DB = BENCH MARK DISK
 BY0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0591_STAMPING: X 491 1949
 BY0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0591+STABILITY: SURFACE MOTION
 BY0591
 BY0591  HISTORY     - Date     Condition        Report By
 BY0591  HISTORY     - 1949     MONUMENTED       CGS
 BY0591  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0591
 BY0591                          STATION DESCRIPTION
 BY0591
 BY0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0591'8.15 MI E FROM ZAVALLA.
 BY0591'5.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0591'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.3 MILES EAST
 BY0591'ALONG A GRADED DIRT ROAD, THENCE 0.65 MILES NORTHWEST ALONG A DIRT
 BY0591'ROAD, THENCE 1.2 MILES EAST ALONG THE ANGELINA NATIONAL FOREST ROAD
 BY0591'302, 0.2 MILES EAST OF A WOODEN BRIDGE OVER GRAHAM CREEK, 0.05 MILE
 BY0591'WEST OF A WOODEN BRIDGE OVER A SMALL CREEK, 61.0 FEET NORTH OF THE
 BY0591'CENTER LINE OF THE ROAD, 20.0 FEET NORTHWEST OF THE CENTER LINE OF A
 BY0591'DIM WOODS ROAD, 1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 BY0591'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 BY0591
 BY0591                          STATION RECOVERY (1979)
 BY0591
 BY0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0548 ***********************************************************************
 BY0548  DESIGNATION -  X 492
 BY0548  PID         -  BY0548
 BY0548  STATE/COUNTY-  TX/ANGELINA
 BY0548  USGS QUAD   -  EBENEZER (1984)
 BY0548
 BY0548                         *CURRENT SURVEY CONTROL
 BY0548  ___________________________________________________________________
 BY0548* NAD 83(1986)-  31 05 58.     (N)    094 12 06.     (W)     SCALED    
 BY0548* NAVD 88     -        57.89   (+/-2cm)     189.9    (feet)  VERTCON   
 BY0548  ___________________________________________________________________
 BY0548  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BY0548
 BY0548  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0548
 BY0548.The horizontal coordinates were scaled from a topographic map and have
 BY0548.an estimated accuracy of +/- 6 seconds.
 BY0548
 BY0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0548.The vertical order pertains to the NGVD 29 superseded value.
 BY0548
 BY0548.The geoid height was determined by GEOID03.
 BY0548
 BY0548;                    North         East    Units  Estimated Accuracy
 BY0548;SPC TX C     - 3,174,950.    1,284,630.      MT  (+/- 180 meters Scaled)
 BY0548
 BY0548                          SUPERSEDED SURVEY CONTROL
 BY0548
 BY0548  NGVD 29 (??/??/92)   57.899  (m)          189.96   (f) ADJ UNCH    2 0
 BY0548
 BY0548.Superseded values are not recommended for survey control.
 BY0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0548.See file dsdata.txt to determine how the superseded data were derived.
 BY0548
 BY0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ853412(NAD 83)
 BY0548_MARKER: DB = BENCH MARK DISK
 BY0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0548_STAMPING: X 492 1949
 BY0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0548+STABILITY: SURFACE MOTION
 BY0548
 BY0548  HISTORY     - Date     Condition        Report By
 BY0548  HISTORY     - 1949     MONUMENTED       CGS
 BY0548  HISTORY     - 1979     GOOD             USGS
 BY0548
 BY0548                          STATION DESCRIPTION
 BY0548
 BY0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0548'14.9 MI E FROM ZAVALLA.
 BY0548'14.9 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0548'RAILROAD STATION AT ZAVALLA, 0.35 MILE SOUTH OF A BRIDGE OVER PARKER
 BY0548'CREEK, 252.0 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 BY0548'EAST, 52.0 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 63, 1.7 FEET
 BY0548'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0548'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 BY0548
 BY0548                          STATION RECOVERY (1979)
 BY0548
 BY0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0548'15.2 MILES SE ALONG HWY 63 FROM JCT OF HWYS 69 AND 63 AT ZAVALLA,
 BY0548'THENCE 2.9 MILES N ALONG PAVED ROAD, ABOUT 950 FT INSIDE THE ENTRANCE
 BY0548'TO SANCY CREEK RECREATION AREA, ABOUT 350 FT S OF RESTROOM AND SHOWER
 BY0548'BUILDING, 52 FT E OF CENTERLINE ROAD, SET IN THE TOP OF A CONCRETE
 BY0548'POST PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0380 ***********************************************************************
 BY0380  DESIGNATION -  X 493
 BY0380  PID         -  BY0380
 BY0380  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0380  USGS QUAD   -  HARVEY CREEK (1984)
 BY0380
 BY0380                         *CURRENT SURVEY CONTROL
 BY0380  ___________________________________________________________________
 BY0380* NAD 83(1986)-  31 20 22.     (N)    094 14 44.     (W)     SCALED    
 BY0380* NAVD 88     -        72.68   (+/-2cm)     238.5    (feet)  VERTCON   
 BY0380  ___________________________________________________________________
 BY0380  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BY0380
 BY0380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0380
 BY0380.The horizontal coordinates were scaled from a topographic map and have
 BY0380.an estimated accuracy of +/- 6 seconds.
 BY0380
 BY0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0380.The vertical order pertains to the NGVD 29 superseded value.
 BY0380
 BY0380.The geoid height was determined by GEOID03.
 BY0380
 BY0380;                    North         East    Units  Estimated Accuracy
 BY0380;SPC TX C     - 3,201,280.    1,278,990.      MT  (+/- 180 meters Scaled)
 BY0380
 BY0380                          SUPERSEDED SURVEY CONTROL
 BY0380
 BY0380  NGVD 29 (??/??/92)   72.704  (m)          238.53   (f) ADJ UNCH    2 0
 BY0380
 BY0380.Superseded values are not recommended for survey control.
 BY0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0380.See file dsdata.txt to determine how the superseded data were derived.
 BY0380
 BY0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ815678(NAD 83)
 BY0380_MARKER: DB = BENCH MARK DISK
 BY0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0380_SP_SET: CULVERT
 BY0380_STAMPING: X 493 1949
 BY0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0380
 BY0380  HISTORY     - Date     Condition        Report By
 BY0380  HISTORY     - 1949     MONUMENTED       CGS
 BY0380  HISTORY     - 1968     GOOD             NGS
 BY0380
 BY0380                          STATION DESCRIPTION
 BY0380
 BY0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0380'2.55 MI NE FROM BROADDUS.
 BY0380'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST
 BY0380'OFFICE AT BROADDUS TO SITE OF BENCH MARK.  0.15 MILE NORTH EAST OF A
 BY0380'PRIVATE DRIVEWAY LEADING SOUTHEAST, 21 FEET SOUTHEAST OF THE CENTER
 BY0380'LINE OF HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST
 BY0380'HEADWALL OF A 75 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0359 ***********************************************************************
 BY0359  DESIGNATION -  X 494
 BY0359  PID         -  BY0359
 BY0359  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0359  USGS QUAD   -  NORWOOD (1984)
 BY0359
 BY0359                         *CURRENT SURVEY CONTROL
 BY0359  ___________________________________________________________________
 BY0359* NAD 83(1986)-  31 24 13.     (N)    094 12 45.     (W)     SCALED    
 BY0359* NAVD 88     -        90.05   (+/-2cm)     295.4    (feet)  VERTCON   
 BY0359  ___________________________________________________________________
 BY0359  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY0359
 BY0359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0359
 BY0359.The horizontal coordinates were scaled from a topographic map and have
 BY0359.an estimated accuracy of +/- 6 seconds.
 BY0359
 BY0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0359.The vertical order pertains to the NGVD 29 superseded value.
 BY0359
 BY0359.The geoid height was determined by GEOID03.
 BY0359
 BY0359;                    North         East    Units  Estimated Accuracy
 BY0359;SPC TX C     - 3,208,560.    1,281,740.      MT  (+/- 180 meters Scaled)
 BY0359
 BY0359                          SUPERSEDED SURVEY CONTROL
 BY0359
 BY0359  NGVD 29 (??/??/92)   90.078  (m)          295.53   (f) ADJ UNCH    2 0
 BY0359
 BY0359.Superseded values are not recommended for survey control.
 BY0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0359.See file dsdata.txt to determine how the superseded data were derived.
 BY0359
 BY0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ847749(NAD 83)
 BY0359_MARKER: DB = BENCH MARK DISK
 BY0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0359_STAMPING: X 494 1949
 BY0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0359+STABILITY: SURFACE MOTION
 BY0359
 BY0359  HISTORY     - Date     Condition        Report By
 BY0359  HISTORY     - 1949     MONUMENTED       CGS
 BY0359
 BY0359                          STATION DESCRIPTION
 BY0359
 BY0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0359'8.4 MI NE FROM BROADDUS.
 BY0359'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0359'BROADDUS, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BY0359'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, 271 FEET WEST OF THE
 BY0359'NORTHWEST CORNER OF THE NORWOOD JUNIOR HIGH SCHOOL, 135 FEET NORTHWEST
 BY0359'OF THE NORTHWEST CORNER OF THE NORWOOD CHURCH, 120 FEET SOUTHWEST OF
 BY0359'AN OPEN TOP WELL, 106 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.8
 BY0359'FOOT EAST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 BY0359'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0089 ***********************************************************************
 AY0089  DESIGNATION -  X 497
 AY0089  PID         -  AY0089
 AY0089  STATE/COUNTY-  TX/BEXAR
 AY0089  USGS QUAD   -  LONGHORN (1992)
 AY0089
 AY0089                         *CURRENT SURVEY CONTROL
 AY0089  ___________________________________________________________________
 AY0089* NAD 83(1986)-  29 30 56.     (N)    098 25 46.     (W)     SCALED    
 AY0089* NAVD 88     -       214.931  (meters)     705.15   (feet)  POSTED    
 AY0089  ___________________________________________________________________
 AY0089  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AY0089  DYNAMIC HT  -         214.620 (meters)     704.13  (feet)  COMP
 AY0089  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 AY0089
 AY0089  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0089
 AY0089.The horizontal coordinates were scaled from a topographic map and have
 AY0089.an estimated accuracy of +/- 6 seconds.
 AY0089
 AY0089.The orthometric height was determined by differential leveling
 AY0089.and adjusted by the National Geodetic Survey in 1992..
 AY0089.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0089.rate of 2.1 thru 3.0 mm/km.
 AY0089
 AY0089.The geoid height was determined by GEOID03.
 AY0089
 AY0089.The dynamic height is computed by dividing the NAVD 88
 AY0089.geopotential number by the normal gravity value computed on the
 AY0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0089.degrees latitude (g = 980.6199 gals.).
 AY0089
 AY0089.The modeled gravity was interpolated from observed gravity values.
 AY0089
 AY0089;                    North         East    Units  Estimated Accuracy
 AY0089;SPC TXSC     - 4,186,570.      655,310.      MT  (+/- 180 meters Scaled)
 AY0089
 AY0089                          SUPERSEDED SURVEY CONTROL
 AY0089
 AY0089  NGVD 29 (??/??/92)  214.806  (m)          704.74   (f) ADJ UNCH    1 2
 AY0089
 AY0089.Superseded values are not recommended for survey control.
 AY0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0089.See file dsdata.txt to determine how the superseded data were derived.
 AY0089
 AY0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT552652(NAD 83)
 AY0089_MARKER: DB = BENCH MARK DISK
 AY0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0089_SP_SET: ABUTMENT
 AY0089_STAMPING: X 497 1953
 AY0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0089
 AY0089  HISTORY     - Date     Condition        Report By
 AY0089  HISTORY     - 1953     MONUMENTED       CGS
 AY0089  HISTORY     - 1967     GOOD             USGS
 AY0089  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0089  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0089  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0089  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0089
 AY0089                          STATION DESCRIPTION
 AY0089
 AY0089'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0089'IN SAN ANTONIO.
 AY0089'AT SAN ANTONIO, BEXAR COUNTY, 1.1 MILES WEST ALONG LOOP 410 FROM THE
 AY0089'JUNCTION OF FARM ROAD 2252 (PERRIN BEITEL ROAD), AT A CONCRETE BRIDGE
 AY0089'OVER SALADO CREEK, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT,
 AY0089'16 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE.  A STANDARD
 AY0089'DISK, STAMPED X 497 1953.
 AY0089
 AY0089                          STATION RECOVERY (1980)
 AY0089
 AY0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0089'SEARCHED FOR, NOT RECOVERED.
 AY0089
 AY0089                          STATION RECOVERY (1987)
 AY0089
 AY0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0089'MARK NOT FOUND.
 AY0089
 AY0089                          STATION RECOVERY (1989)
 AY0089
 AY0089'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0089'MARK NOT FOUND.
 AY0089
 AY0089                          STATION RECOVERY (1999)
 AY0089
 AY0089'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0417 ***********************************************************************
 AY0417  DESIGNATION -  X 499
 AY0417  PID         -  AY0417
 AY0417  STATE/COUNTY-  TX/BEXAR
 AY0417  USGS QUAD   -  SOUTHTON (1992)
 AY0417
 AY0417                         *CURRENT SURVEY CONTROL
 AY0417  ___________________________________________________________________
 AY0417* NAD 83(1986)-  29 19 27.     (N)    098 23 57.     (W)     SCALED    
 AY0417* NAVD 88     -       175.889  (meters)     577.06   (feet)  ADJUSTED  
 AY0417  ___________________________________________________________________
 AY0417  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY0417  DYNAMIC HT  -         175.635 (meters)     576.23  (feet)  COMP
 AY0417  MODELED GRAV-     979,191.4   (mgal)                       NAVD 88
 AY0417
 AY0417  VERT ORDER  -  FIRST     CLASS II
 AY0417
 AY0417.The horizontal coordinates were scaled from a topographic map and have
 AY0417.an estimated accuracy of +/- 6 seconds.
 AY0417
 AY0417.The orthometric height was determined by differential leveling
 AY0417.and adjusted by the National Geodetic Survey in June 1991..
 AY0417
 AY0417.The geoid height was determined by GEOID03.
 AY0417
 AY0417.The dynamic height is computed by dividing the NAVD 88
 AY0417.geopotential number by the normal gravity value computed on the
 AY0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0417.degrees latitude (g = 980.6199 gals.).
 AY0417
 AY0417.The modeled gravity was interpolated from observed gravity values.
 AY0417
 AY0417;                    North         East    Units  Estimated Accuracy
 AY0417;SPC TXSC     - 4,165,370.      658,350.      MT  (+/- 180 meters Scaled)
 AY0417
 AY0417                          SUPERSEDED SURVEY CONTROL
 AY0417
 AY0417  NGVD 29 (??/??/92)  175.798  (m)          576.76   (f) ADJ UNCH    1 2
 AY0417
 AY0417.Superseded values are not recommended for survey control.
 AY0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0417.See file dsdata.txt to determine how the superseded data were derived.
 AY0417
 AY0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT583440(NAD 83)
 AY0417_MARKER: DB = BENCH MARK DISK
 AY0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0417_STAMPING: X 499 1953
 AY0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0417+STABILITY: SURFACE MOTION
 AY0417
 AY0417  HISTORY     - Date     Condition        Report By
 AY0417  HISTORY     - 1953     MONUMENTED       CGS
 AY0417  HISTORY     - 19950701 GOOD             USPSQD
 AY0417
 AY0417                          STATION DESCRIPTION
 AY0417
 AY0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0417'IN SAN ANTONIO.
 AY0417'AT SAN ANTONIO, 0.4 MILE NORTH ALONG W.W. WHITE ROAD FROM THE HIGHLAND
 AY0417'SCHOOL, AT THE HOME OF ALFERD H. BARKMEYER, 83 FEET EAST OF THE CENTER
 AY0417'LINE OF THE ROAD, 53 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WORK
 AY0417'SHOP, 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 34 FEET
 AY0417'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 3.4 FEET WEST OF A
 AY0417'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AY0417'GROUND.
 AY0417
 AY0417                          STATION RECOVERY (1995)
 AY0417
 AY0417'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0924 ***********************************************************************
 BZ0924  DESIGNATION -  X 50
 BZ0924  PID         -  BZ0924
 BZ0924  STATE/COUNTY-  TX/BELL
 BZ0924  USGS QUAD   -  KILLEEN (1995)
 BZ0924
 BZ0924                         *CURRENT SURVEY CONTROL
 BZ0924  ___________________________________________________________________
 BZ0924* NAD 83(1986)-  31 05 36.     (N)    097 40 53.     (W)     SCALED    
 BZ0924* NAVD 88     -       255.321  (meters)     837.67   (feet)  ADJUSTED  
 BZ0924  ___________________________________________________________________
 BZ0924  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BZ0924  DYNAMIC HT  -         254.979 (meters)     836.54  (feet)  COMP
 BZ0924  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 BZ0924
 BZ0924  VERT ORDER  -  FIRST     CLASS II
 BZ0924
 BZ0924.The horizontal coordinates were scaled from a topographic map and have
 BZ0924.an estimated accuracy of +/- 6 seconds.
 BZ0924
 BZ0924.The orthometric height was determined by differential leveling
 BZ0924.and adjusted by the National Geodetic Survey in June 1991..
 BZ0924
 BZ0924.The geoid height was determined by GEOID03.
 BZ0924
 BZ0924.The dynamic height is computed by dividing the NAVD 88
 BZ0924.geopotential number by the normal gravity value computed on the
 BZ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0924.degrees latitude (g = 980.6199 gals.).
 BZ0924
 BZ0924.The modeled gravity was interpolated from observed gravity values.
 BZ0924
 BZ0924;                    North         East    Units  Estimated Accuracy
 BZ0924;SPC TX C     - 3,161,170.      952,970.      MT  (+/- 180 meters Scaled)
 BZ0924
 BZ0924                          SUPERSEDED SURVEY CONTROL
 BZ0924
 BZ0924  NGVD 29 (??/??/92)  255.244  (m)          837.41   (f) ADJ UNCH    1 2
 BZ0924
 BZ0924.Superseded values are not recommended for survey control.
 BZ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0924.See file dsdata.txt to determine how the superseded data were derived.
 BZ0924
 BZ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV257406(NAD 83)
 BZ0924_MARKER: DB = BENCH MARK DISK
 BZ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0924_STAMPING: X 50 1953
 BZ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0924+STABILITY: SURFACE MOTION
 BZ0924
 BZ0924  HISTORY     - Date     Condition        Report By
 BZ0924  HISTORY     - 1953     MONUMENTED       CGS
 BZ0924  HISTORY     - 1964     MARK NOT FOUND   NGS
 BZ0924  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0924  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0924
 BZ0924                          STATION DESCRIPTION
 BZ0924
 BZ0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BZ0924'3.7 MI SE FROM KILLEEN.
 BZ0924'3.7 MILES SOUTHEAST OF KILLEEN, BELL COUNTY.  THIS BENCH MARK MAY BE
 BZ0924'REACHED FROM THE STATION BY GOING 0.7 MILE EAST ALONG THE GULF,
 BZ0924'COLORADO AND SANTA FE RAILWAY, THENCE 0.4 MILE SOUTHWEST ALONG A DIRT
 BZ0924'ROAD, AND THENCE 2.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 190.  IT IS
 BZ0924'123 FEET EAST OF THE CENTER OF THE ENTRANCE TO MOYER AIRPORT, 69 FEET
 BZ0924'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE AND 3
 BZ0924'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED X
 BZ0924'50 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 BZ0924'ABOVE GROUND.  NOTE-- THE AIRPORT IS NOW THE KILLEEN SKYLARK FIELD.
 BZ0924'THE ENTRANCE TO THE FIELD HAS BEEN CHANGED.  IT IS NOW ABOUT 50 YARDS
 BZ0924'EAST OF THE OLD ENTRANCE.  THE RIGHT-OF-WAY FENCE IS GONE AND THE
 BZ0924'HIGHWAY HAS BEEN REBUILT.  CONSIDERABLE PROBING WAS DONE FOR THE BENCH
 BZ0924'MARK BUT IT WAS NOT FOUND.  IT IS BELIEVED THE BENCH MARK HAS BEEN
 BZ0924'COVERED OR WAS DESTROYED WHEN THE HIGHWAY WAS REBUILT.
 BZ0924
 BZ0924                          STATION RECOVERY (1983)
 BZ0924
 BZ0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0924'MARK NOT FOUND.
 BZ0924
 BZ0924                          STATION RECOVERY (2001)
 BZ0924
 BZ0924'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0738 ***********************************************************************
 BL0738  DESIGNATION -  X 500
 BL0738  PID         -  BL0738
 BL0738  STATE/COUNTY-  TX/POLK
 BL0738  USGS QUAD   -  HORTENSE (1984)
 BL0738
 BL0738                         *CURRENT SURVEY CONTROL
 BL0738  ___________________________________________________________________
 BL0738* NAD 83(1986)-  30 49 34.     (N)    094 43 31.     (W)     SCALED    
 BL0738* NAVD 88     -       102.26   (+/-2cm)     335.5    (feet)  VERTCON   
 BL0738  ___________________________________________________________________
 BL0738  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0738
 BL0738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0738
 BL0738.The horizontal coordinates were scaled from a topographic map and have
 BL0738.an estimated accuracy of +/- 6 seconds.
 BL0738
 BL0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0738.The vertical order pertains to the NGVD 29 superseded value.
 BL0738
 BL0738.The geoid height was determined by GEOID03.
 BL0738
 BL0738;                    North         East    Units  Estimated Accuracy
 BL0738;SPC TX C     - 3,142,050.    1,236,270.      MT  (+/- 180 meters Scaled)
 BL0738
 BL0738                          SUPERSEDED SURVEY CONTROL
 BL0738
 BL0738  NGVD 29 (??/??/92)  102.266  (m)          335.52   (f) ADJ UNCH    2 0
 BL0738
 BL0738.Superseded values are not recommended for survey control.
 BL0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0738.See file dsdata.txt to determine how the superseded data were derived.
 BL0738
 BL0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ349116(NAD 83)
 BL0738_MARKER: DB = BENCH MARK DISK
 BL0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0738_STAMPING: X 500 1949
 BL0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0738+STABILITY: SURFACE MOTION
 BL0738
 BL0738  HISTORY     - Date     Condition        Report By
 BL0738  HISTORY     - 1949     MONUMENTED       CGS
 BL0738
 BL0738                          STATION DESCRIPTION
 BL0738
 BL0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0738'8.25 MI SE FROM CAMDEN.
 BL0738'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0738'EXPRESS CO. OFFICE AT CAMDEN, THENCE 3.7 MILES SOUTH ALONG A DIRT
 BL0738'ROAD, THENCE 1.85 MILES SOUTHWEST ALONG A DIRT ROAD, 9.35 MILES EAST
 BL0738'OF THE TEXAS AND NEW ORLEANS RAILWAY STATION AT LEGGETT, 1.25 MILES
 BL0738'EAST OF BENCH MARK W 500, AT A T-JUNCTION OF DIRT ROADS, 64.0 FEET
 BL0738'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 27.0 FEET NORTH OF
 BL0738'THE CENTER LINE OF THE ROAD LEADING WEST, ABOUT 300.0 FEET SOUTH OF A
 BL0738'WHITE FARMHOUSE, 51.3 FEET NORTH OF A POWER LINE POLE, 5.8 FEET WEST
 BL0738'OF A POWER LINE GUY POLE, 1.2 FEET SOUTH OF A FENCE, 1.2 FEET EAST OF
 BL0738'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0738'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0711 ***********************************************************************
 BL0711  DESIGNATION -  X 501
 BL0711  PID         -  BL0711
 BL0711  STATE/COUNTY-  TX/POLK
 BL0711  USGS QUAD   -  CAMDEN (1984)
 BL0711
 BL0711                         *CURRENT SURVEY CONTROL
 BL0711  ___________________________________________________________________
 BL0711* NAD 83(1986)-  30 55 17.     (N)    094 43 54.     (W)     SCALED    
 BL0711* NAVD 88     -       102.13   (+/-2cm)     335.1    (feet)  VERTCON   
 BL0711  ___________________________________________________________________
 BL0711  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0711
 BL0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0711
 BL0711.The horizontal coordinates were scaled from a topographic map and have
 BL0711.an estimated accuracy of +/- 6 seconds.
 BL0711
 BL0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0711.The vertical order pertains to the NGVD 29 superseded value.
 BL0711
 BL0711.The geoid height was determined by GEOID03.
 BL0711
 BL0711;                    North         East    Units  Estimated Accuracy
 BL0711;SPC TX C     - 3,152,570.    1,235,130.      MT  (+/- 180 meters Scaled)
 BL0711
 BL0711                          SUPERSEDED SURVEY CONTROL
 BL0711
 BL0711  NGVD 29 (??/??/92)  102.144  (m)          335.12   (f) ADJ UNCH    2 0
 BL0711
 BL0711.Superseded values are not recommended for survey control.
 BL0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0711.See file dsdata.txt to determine how the superseded data were derived.
 BL0711
 BL0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ345221(NAD 83)
 BL0711_MARKER: DB = BENCH MARK DISK
 BL0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0711_STAMPING: X 501 1949
 BL0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0711+STABILITY: SURFACE MOTION
 BL0711
 BL0711  HISTORY     - Date     Condition        Report By
 BL0711  HISTORY     - 1949     MONUMENTED       CGS
 BL0711  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0711
 BL0711                          STATION DESCRIPTION
 BL0711
 BL0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0711'0.5 MI NE FROM CAMDEN.
 BL0711'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY EXPRESS CO.
 BL0711'OFFICE AT CAMDEN, THENCE 0.4 MILE NORTHEAST ALONG A DIRT ROAD, AT THE
 BL0711'SUMMIT OF A HILL, 0.1 MILE EAST OF THE HORTENCE FIRE TOWER NO. 5,
 BL0711'ABOUT 275.0 FEET NORTHWEST OF A WHITE FARMHOUSE, 46.2 FEET SOUTHWEST
 BL0711'OF THE CENTER LINE OF THE WEST END OF A WOODEN CULVERT, 42.0 FEET WEST
 BL0711'OF THE CENTER LINE OF THE ROAD, 42.0 FEET NORTH OF THE CENTER LINE OF
 BL0711'THE ROAD LEADING WEST TO THE FIRE TOWER, 1.2 FEET SOUTH OF A REFERENCE
 BL0711'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0711'GROUND.
 BL0711
 BL0711                          STATION RECOVERY (1997)
 BL0711
 BL0711'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0634 ***********************************************************************
 BL0634  DESIGNATION -  X 502
 BL0634  PID         -  BL0634
 BL0634  STATE/COUNTY-  TX/POLK
 BL0634  USGS QUAD   -  CAMDEN (1984)
 BL0634
 BL0634                         *CURRENT SURVEY CONTROL
 BL0634  ___________________________________________________________________
 BL0634* NAD 83(1986)-  30 59 59.     (N)    094 44 35.     (W)     SCALED    
 BL0634* NAVD 88     -        83.27   (+/-2cm)     273.2    (feet)  VERTCON   
 BL0634  ___________________________________________________________________
 BL0634  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0634
 BL0634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0634
 BL0634.The horizontal coordinates were scaled from a topographic map and have
 BL0634.an estimated accuracy of +/- 6 seconds.
 BL0634
 BL0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0634.The vertical order pertains to the NGVD 29 superseded value.
 BL0634
 BL0634.The geoid height was determined by GEOID03.
 BL0634
 BL0634;                    North         East    Units  Estimated Accuracy
 BL0634;SPC TX C     - 3,161,190.    1,233,610.      MT  (+/- 180 meters Scaled)
 BL0634
 BL0634                          SUPERSEDED SURVEY CONTROL
 BL0634
 BL0634  NGVD 29 (??/??/92)   83.291  (m)          273.26   (f) ADJ UNCH    2 0
 BL0634
 BL0634.Superseded values are not recommended for survey control.
 BL0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0634.See file dsdata.txt to determine how the superseded data were derived.
 BL0634
 BL0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ335308(NAD 83)
 BL0634_MARKER: DB = BENCH MARK DISK
 BL0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0634_STAMPING: X 502 1949
 BL0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0634+STABILITY: SURFACE MOTION
 BL0634
 BL0634  HISTORY     - Date     Condition        Report By
 BL0634  HISTORY     - 1949     MONUMENTED       CGS
 BL0634
 BL0634                          STATION DESCRIPTION
 BL0634
 BL0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0634'0.8 MI S FROM PLUCK.
 BL0634'0.8 MILE SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, AT THE
 BL0634'SUMMIT OF A HILL, 28.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 17.8
 BL0634'FEET SOUTHWEST OF A 14-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST
 BL0634'SIDE OF THE TREE, 9.0 FEET NORTHEAST OF A TELEPHONE POLE, 16.0 FEET
 BL0634'NORTHWEST OF A 12-INCH TREE (PINE) WITH A TRIANGULAR BLAZE ON THE WEST
 BL0634'SIDE OF THE TREE, 1.9 FEET WEST OF A FENCE, ABOUT 1.0 FOOT ABOVE THE
 BL0634'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BL0634'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0936 ***********************************************************************
 BY0936  DESIGNATION -  X 503
 BY0936  PID         -  BY0936
 BY0936  STATE/COUNTY-  TX/ANGELINA
 BY0936  USGS QUAD   -  WOLF HILL (1980)
 BY0936
 BY0936                         *CURRENT SURVEY CONTROL
 BY0936  ___________________________________________________________________
 BY0936* NAD 83(1986)-  31 04 59.     (N)    094 33 39.     (W)     SCALED    
 BY0936* NAVD 88     -        54.41   (+/-2cm)     178.5    (feet)  VERTCON   
 BY0936  ___________________________________________________________________
 BY0936  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BY0936
 BY0936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0936
 BY0936.The horizontal coordinates were scaled from a topographic map and have
 BY0936.an estimated accuracy of +/- 6 seconds.
 BY0936
 BY0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0936.The vertical order pertains to the NGVD 29 superseded value.
 BY0936
 BY0936.The geoid height was determined by GEOID03.
 BY0936
 BY0936;                    North         East    Units  Estimated Accuracy
 BY0936;SPC TX C     - 3,171,300.    1,250,510.      MT  (+/- 180 meters Scaled)
 BY0936
 BY0936                          SUPERSEDED SURVEY CONTROL
 BY0936
 BY0936  NGVD 29 (??/??/92)   54.434  (m)          178.59   (f) ADJ UNCH    2 0
 BY0936
 BY0936.Superseded values are not recommended for survey control.
 BY0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0936.See file dsdata.txt to determine how the superseded data were derived.
 BY0936
 BY0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ511398(NAD 83)
 BY0936_MARKER: DB = BENCH MARK DISK
 BY0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0936_STAMPING: X 503 1949
 BY0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0936+STABILITY: SURFACE MOTION
 BY0936
 BY0936  HISTORY     - Date     Condition        Report By
 BY0936  HISTORY     - 1949     MONUMENTED       CGS
 BY0936
 BY0936                          STATION DESCRIPTION
 BY0936
 BY0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0936'13.7 MI N FROM CHESTER.
 BY0936'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BY0936'THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 6.25 MILES
 BY0936'NORTHEASTERLY ALONG A DIRT ROAD, THENCE 3.3 MILES NORTH ALONG THE
 BY0936'CARTER LUMBER TRAM, 2.0 MILES NORTH OF THE WOODEN TRESTLE OVER THE
 BY0936'NECHES RIVER, 32.5 FEET EAST OF THE EAST RAIL OF THE TRACK, 23.4 FEET
 BY0936'EAST OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE
 BY0936'TREE, 22.0 FEET SOUTHEAST OF A 4-INCH PINE WITH A TRIANGULAR BLAZE ON
 BY0936'THE WEST SIDE OF THE TREE, 3.2 FEET NORTHWEST OF A 10-INCH PINE WITH A
 BY0936'TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, SET IN THE TOP OF A
 BY0936'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, 1.5 FEET SOUTH OF
 BY0936'A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0145 ***********************************************************************
 BL0145  DESIGNATION -  X 504
 BL0145  PID         -  BL0145
 BL0145  STATE/COUNTY-  TX/TYLER
 BL0145  USGS QUAD   -  PACE HILL (1984)
 BL0145
 BL0145                         *CURRENT SURVEY CONTROL
 BL0145  ___________________________________________________________________
 BL0145* NAD 83(1986)-  30 55 17.     (N)    094 14 29.     (W)     SCALED    
 BL0145* NAVD 88     -        49.70   (+/-2cm)     163.1    (feet)  VERTCON   
 BL0145  ___________________________________________________________________
 BL0145  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BL0145
 BL0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0145
 BL0145.The horizontal coordinates were scaled from a topographic map and have
 BL0145.an estimated accuracy of +/- 6 seconds.
 BL0145
 BL0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0145.The vertical order pertains to the NGVD 29 superseded value.
 BL0145
 BL0145.The geoid height was determined by GEOID03.
 BL0145
 BL0145;                    North         East    Units  Estimated Accuracy
 BL0145;SPC TX C     - 3,155,030.    1,281,920.      MT  (+/- 180 meters Scaled)
 BL0145
 BL0145                          SUPERSEDED SURVEY CONTROL
 BL0145
 BL0145  NGVD 29 (??/??/92)   49.702  (m)          163.06   (f) ADJ UNCH    2 0
 BL0145
 BL0145.Superseded values are not recommended for survey control.
 BL0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0145.See file dsdata.txt to determine how the superseded data were derived.
 BL0145
 BL0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ813215(NAD 83)
 BL0145_MARKER: DB = BENCH MARK DISK
 BL0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0145_STAMPING: X 504 1949
 BL0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0145+STABILITY: SURFACE MOTION
 BL0145
 BL0145  HISTORY     - Date     Condition        Report By
 BL0145  HISTORY     - 1949     MONUMENTED       CGS
 BL0145
 BL0145                          STATION DESCRIPTION
 BL0145
 BL0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0145'12.1 MI NW FROM TOWN BLUFF.
 BL0145'5.2 MILES NORTHWEST ALONG FARM ROAD NO. 92 FROM THE JUNCTION OF NO. 92
 BL0145'AND OLD STATE HIGHWAY NO. 45 AT TOWN BLUFF, THENCE 0.8 MILE WEST ALONG
 BL0145'U.S. HIGHWAY NO. 190, THENCE 6.1 MILES NORTHWEST ALONG A DIRT ROAD, ON
 BL0145'THE NORTH SLOPE OF A HILL, 35.0 FEET EAST OF THE CENTER LINE OF THE
 BL0145'ROAD, 27.0 FEET WEST OF THE TOP OF THE WEST BANK OF A CREEK, 19.8 FEET
 BL0145'NORTH OF A 10-INCH GUM WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE
 BL0145'TREE, 17.0 FEET SOUTH OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BL0145'WEST SIDE OF THE TREE, 1.2 FEET WEST OF A REFERENCE POST, SET IN THE
 BL0145'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0606 ***********************************************************************
 BY0606  DESIGNATION -  X 505
 BY0606  PID         -  BY0606
 BY0606  STATE/COUNTY-  TX/TYLER
 BY0606  USGS QUAD   -  ROCKLAND (1984)
 BY0606
 BY0606                         *CURRENT SURVEY CONTROL
 BY0606  ___________________________________________________________________
 BY0606* NAD 83(1986)-  31 00 57.     (N)    094 23 50.     (W)     SCALED    
 BY0606* NAVD 88     -        38.72   (+/-2cm)     127.0    (feet)  VERTCON   
 BY0606  ___________________________________________________________________
 BY0606  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BY0606
 BY0606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0606
 BY0606.The horizontal coordinates were scaled from a topographic map and have
 BY0606.an estimated accuracy of +/- 6 seconds.
 BY0606
 BY0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0606.The vertical order pertains to the NGVD 29 superseded value.
 BY0606
 BY0606.The geoid height was determined by GEOID03.
 BY0606
 BY0606;                    North         East    Units  Estimated Accuracy
 BY0606;SPC TX C     - 3,164,680.    1,266,490.      MT  (+/- 180 meters Scaled)
 BY0606
 BY0606                          SUPERSEDED SURVEY CONTROL
 BY0606
 BY0606  NGVD 29 (??/??/92)   38.732  (m)          127.07   (f) ADJ UNCH    2 0
 BY0606
 BY0606.Superseded values are not recommended for survey control.
 BY0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0606.See file dsdata.txt to determine how the superseded data were derived.
 BY0606
 BY0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ666321(NAD 83)
 BY0606_MARKER: DB = BENCH MARK DISK
 BY0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0606_STAMPING: X 505 1949
 BY0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0606+STABILITY: SURFACE MOTION
 BY0606
 BY0606  HISTORY     - Date     Condition        Report By
 BY0606  HISTORY     - 1949     MONUMENTED       CGS
 BY0606  HISTORY     - 1952     GOOD             NGS
 BY0606
 BY0606                          STATION DESCRIPTION
 BY0606
 BY0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0606'1.1 MI W FROM ROCKLAND.
 BY0606'1.1 MILES WEST ALONG FARM ROAD 1014 FROM THE TEXAS AND NEW ORLEANS
 BY0606'RAILROAD STATION AT ROCKLAND, 80 FEET SOUTHWEST OF THE CENTER LINE OF
 BY0606'U.S. HIGHWAY 69, 70 FEET NORTHWEST OF THE WEST CORNER OF A BULK
 BY0606'SERVICE STATION AND STORE, 26.3 FEET NORTH OF A 10 INCH OAK TREE, 0.7
 BY0606'MILE SOUTHEAST OF A STEEL BRIDGE OVER THE NECHES RIVER, SET IN THE TOP
 BY0606'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0629 ***********************************************************************
 BY0629  DESIGNATION -  X 506
 BY0629  PID         -  BY0629
 BY0629  STATE/COUNTY-  TX/ANGELINA
 BY0629  USGS QUAD   -  ROCKLAND (1984)
 BY0629
 BY0629                         *CURRENT SURVEY CONTROL
 BY0629  ___________________________________________________________________
 BY0629* NAD 83(1986)-  31 04 06.     (N)    094 25 51.     (W)     SCALED    
 BY0629* NAVD 88     -        54.32   (+/-2cm)     178.2    (feet)  VERTCON   
 BY0629  ___________________________________________________________________
 BY0629  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BY0629
 BY0629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0629
 BY0629.The horizontal coordinates were scaled from a topographic map and have
 BY0629.an estimated accuracy of +/- 6 seconds.
 BY0629
 BY0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0629.The vertical order pertains to the NGVD 29 superseded value.
 BY0629
 BY0629.The geoid height was determined by GEOID03.
 BY0629
 BY0629;                    North         East    Units  Estimated Accuracy
 BY0629;SPC TX C     - 3,170,320.    1,262,980.      MT  (+/- 180 meters Scaled)
 BY0629
 BY0629                          SUPERSEDED SURVEY CONTROL
 BY0629
 BY0629  NGVD 29 (??/??/92)   54.340  (m)          178.28   (f) ADJ UNCH    2 0
 BY0629
 BY0629.Superseded values are not recommended for survey control.
 BY0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0629.See file dsdata.txt to determine how the superseded data were derived.
 BY0629
 BY0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ634380(NAD 83)
 BY0629_MARKER: DB = BENCH MARK DISK
 BY0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0629_STAMPING: X 506 1949
 BY0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0629+STABILITY: SURFACE MOTION
 BY0629
 BY0629  HISTORY     - Date     Condition        Report By
 BY0629  HISTORY     - 1949     MONUMENTED       CGS
 BY0629
 BY0629                          STATION DESCRIPTION
 BY0629
 BY0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0629'6.05 MI S FROM ZAVALLA.
 BY0629'6.05 MILES SOUTH ALONG U.S. HIGHWAY NO. 69 FROM THE JUNCTION OF NO. 69
 BY0629'AND STATE HIGHWAY NO. 63 AT ZAVALLA, ABOUT 1.2 MILES SOUTH OF THE
 BY0629'VILLAGE OF DOLAN, JUST NORTH OF A CURVE WITH TANGENTS LEADING NORTH
 BY0629'AND SOUTHEAST, 58.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 118.0
 BY0629'FEET SOUTHWEST OF HIGHWAY MARKER NO. 46, 14.0 FEET NORTH OF THE CENTER
 BY0629'LINE OF A GATE, 6.6 FEET NORTH OF A TELEPHONE POLE, 1.3 FEET EAST OF A
 BY0629'FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 BY0629'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0632 ***********************************************************************
 BY0632  DESIGNATION -  X 507
 BY0632  PID         -  BY0632
 BY0632  STATE/COUNTY-  TX/ANGELINA
 BY0632  USGS QUAD   -  ROCKLAND (1984)
 BY0632
 BY0632                         *CURRENT SURVEY CONTROL
 BY0632  ___________________________________________________________________
 BY0632* NAD 83(1986)-  31 02 40.     (N)    094 24 13.     (W)     SCALED    
 BY0632* NAVD 88     -        60.12   (+/-2cm)     197.2    (feet)  VERTCON   
 BY0632  ___________________________________________________________________
 BY0632  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BY0632
 BY0632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0632
 BY0632.The horizontal coordinates were scaled from a topographic map and have
 BY0632.an estimated accuracy of +/- 6 seconds.
 BY0632
 BY0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0632.The vertical order pertains to the NGVD 29 superseded value.
 BY0632
 BY0632.The geoid height was determined by GEOID03.
 BY0632
 BY0632;                    North         East    Units  Estimated Accuracy
 BY0632;SPC TX C     - 3,167,820.    1,265,720.      MT  (+/- 180 meters Scaled)
 BY0632
 BY0632                          SUPERSEDED SURVEY CONTROL
 BY0632
 BY0632  NGVD 29 (??/??/92)   60.133  (m)          197.29   (f) ADJ UNCH    2 0
 BY0632
 BY0632.Superseded values are not recommended for survey control.
 BY0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0632.See file dsdata.txt to determine how the superseded data were derived.
 BY0632
 BY0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ660353(NAD 83)
 BY0632_MARKER: DB = BENCH MARK DISK
 BY0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0632_STAMPING: X 507 1949
 BY0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0632+STABILITY: SURFACE MOTION
 BY0632
 BY0632  HISTORY     - Date     Condition        Report By
 BY0632  HISTORY     - 1949     MONUMENTED       CGS
 BY0632
 BY0632                          STATION DESCRIPTION
 BY0632
 BY0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0632'3.0 MI N FROM ROCKLAND.
 BY0632'1.0 MILE WEST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS RAILWAY
 BY0632'STATION AT ROCKLAND, THENCE 2.0 MILES NORTH ALONG U.S. HIGHWAY NO. 69,
 BY0632'126.7 FEET EAST OF THE ANGELINA AND JASPER COUNTY LINE SIGN POST, 66.0
 BY0632'FEET SOUTH OF THE CENTER LINE OF FOREST SERVICE ROAD NO. 314, 3.2 FEET
 BY0632'NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A REFERENCE POST, SET
 BY0632'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0311 ***********************************************************************
 BY0311  DESIGNATION -  X 508
 BY0311  PID         -  BY0311
 BY0311  STATE/COUNTY-  TX/NACOGDOCHES
 BY0311  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0311
 BY0311                         *CURRENT SURVEY CONTROL
 BY0311  ___________________________________________________________________
 BY0311* NAD 83(1986)-  31 29 17.     (N)    094 21 52.     (W)     SCALED    
 BY0311* NAVD 88     -        82.56   (+/-2cm)     270.9    (feet)  VERTCON   
 BY0311  ___________________________________________________________________
 BY0311  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BY0311
 BY0311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0311
 BY0311.The horizontal coordinates were scaled from a topographic map and have
 BY0311.an estimated accuracy of +/- 6 seconds.
 BY0311
 BY0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0311.The vertical order pertains to the NGVD 29 superseded value.
 BY0311
 BY0311.The geoid height was determined by GEOID03.
 BY0311
 BY0311;                    North         East    Units  Estimated Accuracy
 BY0311;SPC TX C     - 3,217,120.    1,266,810.      MT  (+/- 180 meters Scaled)
 BY0311
 BY0311                          SUPERSEDED SURVEY CONTROL
 BY0311
 BY0311  NGVD 29 (??/??/92)   82.606  (m)          271.02   (f) ADJ UNCH    2 0
 BY0311
 BY0311.Superseded values are not recommended for survey control.
 BY0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0311.See file dsdata.txt to determine how the superseded data were derived.
 BY0311
 BY0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ704844(NAD 83)
 BY0311_MARKER: DB = BENCH MARK DISK
 BY0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0311_STAMPING: X 508 1949
 BY0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0311+STABILITY: SURFACE MOTION
 BY0311
 BY0311  HISTORY     - Date     Condition        Report By
 BY0311  HISTORY     - 1949     MONUMENTED       CGS
 BY0311  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0311
 BY0311                          STATION DESCRIPTION
 BY0311
 BY0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0311'1.15 MI SW FROM CHIRENO.
 BY0311'1.15 MILES SOUTHWEST ALONG THE CHIRENO-ETOILE ROAD FROM THE METHODIST
 BY0311'CHURCH AT CHIRENO, AT THE HOME OF BOB MAYES, 62.0 FEET SOUTHEAST OF
 BY0311'THE CENTER LINE OF THE ROAD, 50.0 FEET NORTHEAST OF THE NORTHEAST
 BY0311'CORNER OF THE HOUSE, 20.0 FEET SOUTH OF A FENCE CORNER POST, 1.0 FOOT
 BY0311'WEST OF THE FENCE, 1.2 FEET SOUTH OF A REFERENCE POST AND SET IN THE
 BY0311'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY0311
 BY0311                          STATION RECOVERY (1998)
 BY0311
 BY0311'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0300 ***********************************************************************
 BY0300  DESIGNATION -  X 509
 BY0300  PID         -  BY0300
 BY0300  STATE/COUNTY-  TX/NACOGDOCHES
 BY0300  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0300
 BY0300                         *CURRENT SURVEY CONTROL
 BY0300  ___________________________________________________________________
 BY0300* NAD 83(1986)-  31 22 25.     (N)    094 29 16.     (W)     SCALED    
 BY0300* NAVD 88     -        56.13   (+/-2cm)     184.2    (feet)  VERTCON   
 BY0300  ___________________________________________________________________
 BY0300  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY0300
 BY0300  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0300
 BY0300.The horizontal coordinates were scaled from a topographic map and have
 BY0300.an estimated accuracy of +/- 6 seconds.
 BY0300
 BY0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0300.The vertical order pertains to the NGVD 29 superseded value.
 BY0300
 BY0300.The geoid height was determined by GEOID03.
 BY0300
 BY0300;                    North         East    Units  Estimated Accuracy
 BY0300;SPC TX C     - 3,203,830.    1,255,780.      MT  (+/- 180 meters Scaled)
 BY0300
 BY0300                          SUPERSEDED SURVEY CONTROL
 BY0300
 BY0300  NGVD 29 (??/??/92)   56.181  (m)          184.32   (f) ADJ UNCH    2 0
 BY0300
 BY0300.Superseded values are not recommended for survey control.
 BY0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0300.See file dsdata.txt to determine how the superseded data were derived.
 BY0300
 BY0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ585719(NAD 83)
 BY0300_MARKER: DB = BENCH MARK DISK
 BY0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0300_STAMPING: X 509 1949
 BY0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0300+STABILITY: SURFACE MOTION
 BY0300
 BY0300  HISTORY     - Date     Condition        Report By
 BY0300  HISTORY     - 1949     MONUMENTED       CGS
 BY0300  HISTORY     - 1952     GOOD             NGS
 BY0300  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0300
 BY0300                          STATION DESCRIPTION
 BY0300
 BY0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0300'3.4 MI W FROM ETOILE.
 BY0300'0.1 MILE SOUTH OF THE POST OFFICE AT ETOILE, THENCE 3.4 MILES WEST
 BY0300'ALONG A GRADED DIRT ROAD, AT THE HOME OF W.D. MITCHELL, 67.0 FEET
 BY0300'NORTH OF THE NORTH RAIL OF THE ANGELINA AND NECHES RIVER RAILROAD,
 BY0300'24.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17.0 FEET SOUTHEAST OF
 BY0300'THE SOUTHEAST CORNER OF THE HOUSE, 3.0 FEET EAST OF A FENCE, 1.4 FEET
 BY0300'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0300'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 BY0300
 BY0300                          STATION RECOVERY (1952)
 BY0300
 BY0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BY0300'RECOVERED IN GOOD CONDITION.
 BY0300
 BY0300                          STATION RECOVERY (1998)
 BY0300
 BY0300'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0801 ***********************************************************************
 AY0801  DESIGNATION -  X 510
 AY0801  PID         -  AY0801
 AY0801  STATE/COUNTY-  TX/BEXAR
 AY0801  USGS QUAD   -  TERRELL WELLS (1992)
 AY0801
 AY0801                         *CURRENT SURVEY CONTROL
 AY0801  ___________________________________________________________________
 AY0801* NAD 83(1986)-  29 17 18.     (N)    098 31 54.     (W)     SCALED    
 AY0801* NAVD 88     -       169.836  (meters)     557.20   (feet)  ADJUSTED  
 AY0801  ___________________________________________________________________
 AY0801  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY0801  DYNAMIC HT  -         169.590 (meters)     556.40  (feet)  COMP
 AY0801  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 AY0801
 AY0801  VERT ORDER  -  FIRST     CLASS II
 AY0801
 AY0801.The horizontal coordinates were scaled from a topographic map and have
 AY0801.an estimated accuracy of +/- 6 seconds.
 AY0801
 AY0801.The orthometric height was determined by differential leveling
 AY0801.and adjusted by the National Geodetic Survey in June 1991..
 AY0801
 AY0801.The geoid height was determined by GEOID03.
 AY0801
 AY0801.The dynamic height is computed by dividing the NAVD 88
 AY0801.geopotential number by the normal gravity value computed on the
 AY0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0801.degrees latitude (g = 980.6199 gals.).
 AY0801
 AY0801.The modeled gravity was interpolated from observed gravity values.
 AY0801
 AY0801;                    North         East    Units  Estimated Accuracy
 AY0801;SPC TXSC     - 4,161,340.      645,500.      MT  (+/- 180 meters Scaled)
 AY0801
 AY0801                          SUPERSEDED SURVEY CONTROL
 AY0801
 AY0801  NGVD 29 (??/??/92)  169.742  (m)          556.90   (f) ADJ UNCH    1 2
 AY0801
 AY0801.Superseded values are not recommended for survey control.
 AY0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0801.See file dsdata.txt to determine how the superseded data were derived.
 AY0801
 AY0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT454400(NAD 83)
 AY0801_MARKER: DB = BENCH MARK DISK
 AY0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0801_STAMPING: X 510 1953
 AY0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0801+STABILITY: SURFACE MOTION
 AY0801
 AY0801  HISTORY     - Date     Condition        Report By
 AY0801  HISTORY     - 1953     MONUMENTED       CGS
 AY0801  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0801  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0801
 AY0801                          STATION DESCRIPTION
 AY0801
 AY0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0801'3.3 MI SE FROM SAN ANTONIO.
 AY0801'0.9 MILE SOUTH ALONG STATE HIGHWAY 346 (PALO ROAD) FROM ITS
 AY0801'INTERSECTION WITH CHAVANAUX ROAD AT SAN ANTONIO, THENCE 1.4 MILES
 AY0801'SOUTH ALONG APPLEWHITE ROAD, THENCE 1.0 MILE EAST ALONG MAUERMANN
 AY0801'ROAD, 0.2 MILE EAST OF A RANCH HOUSE, 24 FEET SOUTH OF THE CENTER LINE
 AY0801'OF THE ROAD, 18 FEET WEST OF A TELEPHONE POLE, 1.6 FEET NORTH OF A
 AY0801'FENCE, 2.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY0801'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0801
 AY0801                          STATION RECOVERY (1989)
 AY0801
 AY0801'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0801'MARK NOT FOUND.
 AY0801
 AY0801                          STATION RECOVERY (1999)
 AY0801
 AY0801'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0061 ***********************************************************************
 GL0061  DESIGNATION -  X 512
 GL0061  PID         -  GL0061
 GL0061  STATE/COUNTY-  TX/HARTLEY
 GL0061  USGS QUAD   -  WILCO (1965)
 GL0061
 GL0061                         *CURRENT SURVEY CONTROL
 GL0061  ___________________________________________________________________
 GL0061* NAD 83(1986)-  36 01 33.     (N)    102 22 25.     (W)     SCALED    
 GL0061* NAVD 88     -      1197.788  (meters)    3929.74   (feet)  ADJUSTED  
 GL0061  ___________________________________________________________________
 GL0061  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 GL0061  DYNAMIC HT  -        1196.397 (meters)    3925.18  (feet)  COMP
 GL0061  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 GL0061
 GL0061  VERT ORDER  -  SECOND    CLASS 0
 GL0061
 GL0061.The horizontal coordinates were scaled from a topographic map and have
 GL0061.an estimated accuracy of +/- 6 seconds.
 GL0061
 GL0061.The orthometric height was determined by differential leveling
 GL0061.and adjusted by the National Geodetic Survey in June 1991..
 GL0061
 GL0061.The geoid height was determined by GEOID03.
 GL0061
 GL0061.The dynamic height is computed by dividing the NAVD 88
 GL0061.geopotential number by the normal gravity value computed on the
 GL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0061.degrees latitude (g = 980.6199 gals.).
 GL0061
 GL0061.The modeled gravity was interpolated from observed gravity values.
 GL0061
 GL0061;                    North         East    Units  Estimated Accuracy
 GL0061;SPC TX N     - 1,225,090.      121,260.      MT  (+/- 180 meters Scaled)
 GL0061
 GL0061                          SUPERSEDED SURVEY CONTROL
 GL0061
 GL0061.No superseded survey control is available for this station.
 GL0061
 GL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV366900(NAD 83)
 GL0061_MARKER: DB = BENCH MARK DISK
 GL0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0061_STAMPING: X 512 1935
 GL0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0061+STABILITY: SURFACE MOTION
 GL0061
 GL0061  HISTORY     - Date     Condition        Report By
 GL0061  HISTORY     - 1935     MONUMENTED       CGS
 GL0061  HISTORY     - 1943     GOOD             NGS
 GL0061  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0061
 GL0061                          STATION DESCRIPTION
 GL0061
 GL0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0061'10.0 MI E FROM DALHART.
 GL0061'10.0 MILES EAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0061'DALHART.  SET BY MILE POST NUMBER 50.24, AT THE DALMAR STATION SIGN,
 GL0061'ABOUT 0.1 MILE WEST OF A ROAD CROSSING.  66.1 FEET SOUTH OF THE
 GL0061'SOUTHWEST CORNER OF A LARGE GRAIN ELEVATOR, 38.4 FEET SOUTH OF THE
 GL0061'SOUTH RAIL OF THE MAIN TRACK, 2.0 FEET NORTH OF THE REFERENCE POST.
 GL0061'NOTE-- RAILROAD, STATION AND SIGNS, TELEPHONE POLES, AND GRAIN
 GL0061'ELEVATOR ARE ALL GONE.  THE RIGHT-OF-WAY IS PLOWED AND CULTIVATED.
 GL0061
 GL0061                          STATION RECOVERY (1965)
 GL0061
 GL0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0653 ***********************************************************************
 GK0653  DESIGNATION -  X 513
 GK0653  PID         -  GK0653
 GK0653  STATE/COUNTY-  TX/MOORE
 GK0653  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0653
 GK0653                         *CURRENT SURVEY CONTROL
 GK0653  ___________________________________________________________________
 GK0653* NAD 83(1986)-  36 02 08.     (N)    101 43 12.     (W)     SCALED    
 GK0653* NAVD 88     -      1052.387  (meters)    3452.71   (feet)  ADJUSTED  
 GK0653  ___________________________________________________________________
 GK0653  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 GK0653  DYNAMIC HT  -        1051.203 (meters)    3448.82  (feet)  COMP
 GK0653  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 GK0653
 GK0653  VERT ORDER  -  SECOND    CLASS 0
 GK0653
 GK0653.The horizontal coordinates were scaled from a topographic map and have
 GK0653.an estimated accuracy of +/- 6 seconds.
 GK0653
 GK0653.The orthometric height was determined by differential leveling
 GK0653.and adjusted by the National Geodetic Survey in June 1991..
 GK0653
 GK0653.The geoid height was determined by GEOID03.
 GK0653
 GK0653.The dynamic height is computed by dividing the NAVD 88
 GK0653.geopotential number by the normal gravity value computed on the
 GK0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0653.degrees latitude (g = 980.6199 gals.).
 GK0653
 GK0653.The modeled gravity was interpolated from observed gravity values.
 GK0653
 GK0653;                    North         East    Units  Estimated Accuracy
 GK0653;SPC TX N     - 1,225,850.      180,170.      MT  (+/- 180 meters Scaled)
 GK0653
 GK0653                          SUPERSEDED SURVEY CONTROL
 GK0653
 GK0653  NGVD 29 (??/??/92) 1051.892  (m)         3451.08   (f) ADJ UNCH    2 0
 GK0653
 GK0653.Superseded values are not recommended for survey control.
 GK0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0653.See file dsdata.txt to determine how the superseded data were derived.
 GK0653
 GK0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE549913(NAD 83)
 GK0653_MARKER: DB = BENCH MARK DISK
 GK0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0653_STAMPING: X 513 1935
 GK0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0653+STABILITY: SURFACE MOTION
 GK0653
 GK0653  HISTORY     - Date     Condition        Report By
 GK0653  HISTORY     - 1935     MONUMENTED       CGS
 GK0653  HISTORY     - 1943     GOOD             NGS
 GK0653
 GK0653                          STATION DESCRIPTION
 GK0653
 GK0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0653'6.0 MI E FROM SUNRAY.
 GK0653'THIS MARK IS ABOUT 6.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0653'GULF RAILWAY FROM THE STATION AT SUNRAY, MOORE COUNTY, 10.5 FEET
 GK0653'SOUTHEAST OF MILEPOST 14, 4.0 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 GK0653'FENCE, 43.5 FEET SOUTH OF THE SOUTH RAIL, PROJECTING ABOUT 6-INCHES
 GK0653'ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0661 ***********************************************************************
 GK0661  DESIGNATION -  X 515
 GK0661  PID         -  GK0661
 GK0661  STATE/COUNTY-  TX/HUTCHINSON
 GK0661  USGS QUAD   -  CAPPS SWITCH SE (1974)
 GK0661
 GK0661                         *CURRENT SURVEY CONTROL
 GK0661  ___________________________________________________________________
 GK0661* NAD 83(1986)-  36 02 17.     (N)    101 34 44.     (W)     SCALED    
 GK0661* NAVD 88     -      1009.087  (meters)    3310.65   (feet)  ADJUSTED  
 GK0661  ___________________________________________________________________
 GK0661  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GK0661  DYNAMIC HT  -        1007.963 (meters)    3306.96  (feet)  COMP
 GK0661  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 GK0661
 GK0661  VERT ORDER  -  SECOND    CLASS 0
 GK0661
 GK0661.The horizontal coordinates were scaled from a topographic map and have
 GK0661.an estimated accuracy of +/- 6 seconds.
 GK0661
 GK0661.The orthometric height was determined by differential leveling
 GK0661.and adjusted by the National Geodetic Survey in June 1991..
 GK0661
 GK0661.The geoid height was determined by GEOID03.
 GK0661
 GK0661.The dynamic height is computed by dividing the NAVD 88
 GK0661.geopotential number by the normal gravity value computed on the
 GK0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0661.degrees latitude (g = 980.6199 gals.).
 GK0661
 GK0661.The modeled gravity was interpolated from observed gravity values.
 GK0661
 GK0661;                    North         East    Units  Estimated Accuracy
 GK0661;SPC TX N     - 1,226,100.      192,890.      MT  (+/- 180 meters Scaled)
 GK0661
 GK0661                          SUPERSEDED SURVEY CONTROL
 GK0661
 GK0661  NGVD 29 (??/??/92) 1008.609  (m)         3309.08   (f) ADJ UNCH    2 0
 GK0661
 GK0661.Superseded values are not recommended for survey control.
 GK0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0661.See file dsdata.txt to determine how the superseded data were derived.
 GK0661
 GK0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE676912(NAD 83)
 GK0661_MARKER: DB = BENCH MARK DISK
 GK0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0661_STAMPING: X 515 1935
 GK0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0661+STABILITY: SURFACE MOTION
 GK0661
 GK0661  HISTORY     - Date     Condition        Report By
 GK0661  HISTORY     - 1935     MONUMENTED       CGS
 GK0661  HISTORY     - 1943     GOOD             NGS
 GK0661  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0661
 GK0661                          STATION DESCRIPTION
 GK0661
 GK0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0661'6.0 MI W FROM MORSE.
 GK0661'THIS MARK IS ABOUT 6.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0661'GULF RAILWAY FROM THE RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY, 240
 GK0661'FEET EAST OF A TWIN CULVERT, 89.0 FEET NORTH OF MILEPOST 6, 2.0 FEET
 GK0661'SOUTH OF A EAST-WEST FENCE, 46.0 FEET NORTH OF THE NORTH RAIL,
 GK0661'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND.  STAMPED X 515 1935.
 GK0661
 GK0661                          STATION RECOVERY (1973)
 GK0661
 GK0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0230 ***********************************************************************
 GL0230  DESIGNATION -  X 516
 GL0230  PID         -  GL0230
 GL0230  STATE/COUNTY-  TX/SHERMAN
 GL0230  USGS QUAD   -  CACTUS WEST (1965)
 GL0230
 GL0230                         *CURRENT SURVEY CONTROL
 GL0230  ___________________________________________________________________
 GL0230* NAD 83(1986)-  36 06 03.     (N)    102 00 58.     (W)     SCALED    
 GL0230* NAVD 88     -      1099.431  (meters)    3607.05   (feet)  ADJUSTED  
 GL0230  ___________________________________________________________________
 GL0230  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 GL0230  DYNAMIC HT  -        1098.189 (meters)    3602.98  (feet)  COMP
 GL0230  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 GL0230
 GL0230  VERT ORDER  -  SECOND    CLASS 0
 GL0230
 GL0230.The horizontal coordinates were scaled from a topographic map and have
 GL0230.an estimated accuracy of +/- 6 seconds.
 GL0230
 GL0230.The orthometric height was determined by differential leveling
 GL0230.and adjusted by the National Geodetic Survey in June 1991..
 GL0230
 GL0230.The geoid height was determined by GEOID03.
 GL0230
 GL0230.The dynamic height is computed by dividing the NAVD 88
 GL0230.geopotential number by the normal gravity value computed on the
 GL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0230.degrees latitude (g = 980.6199 gals.).
 GL0230
 GL0230.The modeled gravity was interpolated from observed gravity values.
 GL0230
 GL0230;                    North         East    Units  Estimated Accuracy
 GL0230;SPC TX N     - 1,233,190.      153,530.      MT  (+/- 180 meters Scaled)
 GL0230
 GL0230                          SUPERSEDED SURVEY CONTROL
 GL0230
 GL0230  NGVD 29 (??/??/92) 1098.90   (m)         3605.3    (f) COMPUTED    2 0
 GL0230
 GL0230.Superseded values are not recommended for survey control.
 GL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0230.See file dsdata.txt to determine how the superseded data were derived.
 GL0230
 GL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV686992(NAD 83)
 GL0230_MARKER: DB = BENCH MARK DISK
 GL0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0230_STAMPING: X 516 1935
 GL0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0230+STABILITY: SURFACE MOTION
 GL0230
 GL0230  HISTORY     - Date     Condition        Report By
 GL0230  HISTORY     - 1935     MONUMENTED       CGS
 GL0230  HISTORY     - 1943     GOOD             NGS
 GL0230  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0230
 GL0230                          STATION DESCRIPTION
 GL0230
 GL0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0230'17.0 MI S FROM STRATFORD.
 GL0230'THIS MARK IS ABOUT 17.0 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0230'THE STATION AT STRATFORD, SHERMAN COUNTY, 122.0 FEET SOUTHEAST OF
 GL0230'MILEPOST 69 2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 50.0 FEET
 GL0230'WEST OF THE CENTER LINE OF U.S. HIGHWAY 287, 71.0 FEET EAST OF THE
 GL0230'EAST RAIL, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET NORTH
 GL0230'OF A WHITE REFERENCE POST.
 GL0230
 GL0230                          STATION RECOVERY (1965)
 GL0230
 GL0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0520 ***********************************************************************
 GK0520  DESIGNATION -  X 517
 GK0520  PID         -  GK0520
 GK0520  STATE/COUNTY-  TX/SHERMAN
 GK0520  USGS QUAD   -  PLEASURE POND (1974)
 GK0520
 GK0520                         *CURRENT SURVEY CONTROL
 GK0520  ___________________________________________________________________
 GK0520* NAD 83(1986)-  36 12 42.     (N)    101 45 06.     (W)     SCALED    
 GK0520* NAVD 88     -      1056.865  (meters)    3467.40   (feet)  ADJUSTED  
 GK0520  ___________________________________________________________________
 GK0520  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 GK0520  DYNAMIC HT  -        1055.694 (meters)    3463.56  (feet)  COMP
 GK0520  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 GK0520
 GK0520  VERT ORDER  -  SECOND    CLASS 0
 GK0520
 GK0520.The horizontal coordinates were scaled from a topographic map and have
 GK0520.an estimated accuracy of +/- 6 seconds.
 GK0520
 GK0520.The orthometric height was determined by differential leveling
 GK0520.and adjusted by the National Geodetic Survey in June 1991..
 GK0520
 GK0520.The geoid height was determined by GEOID03.
 GK0520
 GK0520.The dynamic height is computed by dividing the NAVD 88
 GK0520.geopotential number by the normal gravity value computed on the
 GK0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0520.degrees latitude (g = 980.6199 gals.).
 GK0520
 GK0520.The modeled gravity was interpolated from observed gravity values.
 GK0520
 GK0520;                    North         East    Units  Estimated Accuracy
 GK0520;SPC TX N     - 1,245,390.      177,370.      MT  (+/- 180 meters Scaled)
 GK0520
 GK0520                          SUPERSEDED SURVEY CONTROL
 GK0520
 GK0520  NGVD 29 (??/??/92) 1056.396  (m)         3465.86   (f) ADJ UNCH    2 0
 GK0520
 GK0520.Superseded values are not recommended for survey control.
 GK0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0520.See file dsdata.txt to determine how the superseded data were derived.
 GK0520
 GK0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF526109(NAD 83)
 GK0520_MARKER: DB = BENCH MARK DISK
 GK0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0520_STAMPING: X 517 1935
 GK0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0520+STABILITY: SURFACE MOTION
 GK0520
 GK0520  HISTORY     - Date     Condition        Report By
 GK0520  HISTORY     - 1935     MONUMENTED       CGS
 GK0520  HISTORY     - 1943     GOOD             NGS
 GK0520
 GK0520                          STATION DESCRIPTION
 GK0520
 GK0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0520'26.5 MI SE FROM STRATFORD.
 GK0520'THIS MARK IS ABOUT 18.4 MILES SOUTHEAST AND ABOUT 8.1 MILES SOUTH FROM
 GK0520'THE CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION AT STRATFORD,
 GK0520'SHERMAN COUNTY, SET AT THE CROSSING OF A CATTLE GUARD, 2.0 FEET EAST
 GK0520'OF THE WEST RIGHT-OF-WAY FENCE, 35.0 FEET NORTH OF A EAST-WEST FENCE,
 GK0520'41.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CATTLE GUARD, 30.0
 GK0520'FEET WEST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 4-INCHES
 GK0520'ABOVE THE GROUND, 2.0 FEET SOUTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0415 ***********************************************************************
 GK0415  DESIGNATION -  X 519
 GK0415  PID         -  GK0415
 GK0415  STATE/COUNTY-  TX/HANSFORD
 GK0415  USGS QUAD   -  HANSFORD (1962)
 GK0415
 GK0415                         *CURRENT SURVEY CONTROL
 GK0415  ___________________________________________________________________
 GK0415* NAD 83(1986)-  36 09 36.     (N)    101 16 16.     (W)     SCALED    
 GK0415* NAVD 88     -       956.395  (meters)    3137.77   (feet)  ADJUSTED  
 GK0415  ___________________________________________________________________
 GK0415  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 GK0415  DYNAMIC HT  -         955.356 (meters)    3134.36  (feet)  COMP
 GK0415  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 GK0415
 GK0415  VERT ORDER  -  SECOND    CLASS 0
 GK0415
 GK0415.The horizontal coordinates were scaled from a topographic map and have
 GK0415.an estimated accuracy of +/- 6 seconds.
 GK0415
 GK0415.The orthometric height was determined by differential leveling
 GK0415.and adjusted by the National Geodetic Survey in June 1991..
 GK0415
 GK0415.The geoid height was determined by GEOID03.
 GK0415
 GK0415.The dynamic height is computed by dividing the NAVD 88
 GK0415.geopotential number by the normal gravity value computed on the
 GK0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0415.degrees latitude (g = 980.6199 gals.).
 GK0415
 GK0415.The modeled gravity was interpolated from observed gravity values.
 GK0415
 GK0415;                    North         East    Units  Estimated Accuracy
 GK0415;SPC TX N     - 1,239,660.      220,600.      MT  (+/- 180 meters Scaled)
 GK0415
 GK0415                          SUPERSEDED SURVEY CONTROL
 GK0415
 GK0415  NGVD 29 (??/??/92)  955.950  (m)         3136.31   (f) ADJ UNCH    2 0
 GK0415
 GK0415.Superseded values are not recommended for survey control.
 GK0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0415.See file dsdata.txt to determine how the superseded data were derived.
 GK0415
 GK0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF957040(NAD 83)
 GK0415_MARKER: DB = BENCH MARK DISK
 GK0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0415_STAMPING: X 519 1935
 GK0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0415+STABILITY: SURFACE MOTION
 GK0415
 GK0415  HISTORY     - Date     Condition        Report By
 GK0415  HISTORY     - 1935     MONUMENTED       CGS
 GK0415  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0415
 GK0415                          STATION DESCRIPTION
 GK0415
 GK0415'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GK0415'4.7 MI SW FROM SPEARMAN.
 GK0415'4.7 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0415'STATION AT SPEARMAN, 10 RAILS EAST OF MILEPOST 89, 138 FEET NORTHEAST
 GK0415'OF THE CENTER OF A ROAD CROSSING, 114 FEET NORTH OF THE NORTH RAIL, IN
 GK0415'LINE WITH A ROW OF POLES, AND 3.4 FEET SOUTHEAST OF A FENCE CORNER. A
 GK0415'STANDARD DISK, STAMPED X 519 1935 AND SET IN THE TOP OF A CONCRETE
 GK0415'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1276 ***********************************************************************
 AY1276  DESIGNATION -  X 520
 AY1276  PID         -  AY1276
 AY1276  STATE/COUNTY-  TX/MEDINA
 AY1276  USGS QUAD   -  MUSTANG VALLEY (1969)
 AY1276
 AY1276                         *CURRENT SURVEY CONTROL
 AY1276  ___________________________________________________________________
 AY1276* NAD 83(1986)-  29 23 20.     (N)    099 10 19.     (W)     SCALED    
 AY1276* NAVD 88     -       288.545  (meters)     946.67   (feet)  POSTED    
 AY1276  ___________________________________________________________________
 AY1276  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AY1276  DYNAMIC HT  -         288.120 (meters)     945.27  (feet)  COMP
 AY1276  MODELED GRAV-     979,176.2   (mgal)                       NAVD 88
 AY1276
 AY1276  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1276
 AY1276.The horizontal coordinates were scaled from a topographic map and have
 AY1276.an estimated accuracy of +/- 6 seconds.
 AY1276
 AY1276.The orthometric height was determined by differential leveling
 AY1276.and adjusted by the National Geodetic Survey in 1992..
 AY1276.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1276.rate of 0.0 thru 1.0 mm/km.
 AY1276
 AY1276.The geoid height was determined by GEOID03.
 AY1276
 AY1276.The dynamic height is computed by dividing the NAVD 88
 AY1276.geopotential number by the normal gravity value computed on the
 AY1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1276.degrees latitude (g = 980.6199 gals.).
 AY1276
 AY1276.The modeled gravity was interpolated from observed gravity values.
 AY1276
 AY1276;                    North         East    Units  Estimated Accuracy
 AY1276;SPC TXSC     - 4,172,410.      583,310.      MT  (+/- 180 meters Scaled)
 AY1276
 AY1276                          SUPERSEDED SURVEY CONTROL
 AY1276
 AY1276  NGVD 29 (??/??/92)  288.407  (m)          946.22   (f) ADJ UNCH    2 0
 AY1276
 AY1276.Superseded values are not recommended for survey control.
 AY1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1276.See file dsdata.txt to determine how the superseded data were derived.
 AY1276
 AY1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT833510(NAD 83)
 AY1276_MARKER: DB = BENCH MARK DISK
 AY1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1276_STAMPING: X-520 1953
 AY1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1276+STABILITY: SURFACE MOTION
 AY1276
 AY1276  HISTORY     - Date     Condition        Report By
 AY1276  HISTORY     - 1953     MONUMENTED       CGS
 AY1276  HISTORY     - 1968     GOOD             USGS
 AY1276  HISTORY     - 19950427 GOOD             USPSQD
 AY1276  HISTORY     - 19950518 GOOD             USPSQD
 AY1276  HISTORY     - 20011227 GOOD             USPSQD
 AY1276  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AY1276  HISTORY     - 20050809 MARK NOT FOUND   USPSQD
 AY1276
 AY1276                          STATION DESCRIPTION
 AY1276
 AY1276'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AY1276'4.45 MI NW FROM HONDO.
 AY1276'4.45 MILES NORTHWEST ALONG FARM ROAD 462 FROM THE COURTHOUSE AT HONDO,
 AY1276'AT A SLIGHT S CURVE IN THE FARM ROAD AND AT A ROAD TO THE WEST, 132
 AY1276'FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 24 FEET WEST OF
 AY1276'THE CENTER LINE OF N-S ROAD, 57 FEET NORTH OF THE CENTER LINE OF AN
 AY1276'E-W ROAD, 27 FEET NORTH OF A FENCE CORNER AND 2 FEET EAST OF A FENCE
 AY1276'LINE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 AY1276'WITH THE GROUND.
 AY1276
 AY1276                          STATION RECOVERY (1995)
 AY1276
 AY1276'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1276'RECOVERED IN GOOD CONDITION.
 AY1276
 AY1276                          STATION RECOVERY (1995)
 AY1276
 AY1276'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1276'RECOVERED IN GOOD CONDITION.
 AY1276
 AY1276                          STATION RECOVERY (2001)
 AY1276
 AY1276'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1276'RECOVERED IN GOOD CONDITION.
 AY1276
 AY1276                          STATION RECOVERY (2004)
 AY1276
 AY1276'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1276'MARK NOT FOUND.
 AY1276
 AY1276                          STATION RECOVERY (2005)
 AY1276
 AY1276'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0274 ***********************************************************************
 FM0274  DESIGNATION -  X 527
 FM0274  PID         -  FM0274
 FM0274  STATE/COUNTY-  TX/OLDHAM
 FM0274  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0274
 FM0274                         *CURRENT SURVEY CONTROL
 FM0274  ___________________________________________________________________
 FM0274* NAD 83(1986)-  35 16 52.     (N)    102 20 19.     (W)     SCALED    
 FM0274* NAVD 88     -      1225.084  (meters)    4019.30   (feet)  ADJUSTED  
 FM0274  ___________________________________________________________________
 FM0274  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 FM0274  DYNAMIC HT  -        1223.610 (meters)    4014.46  (feet)  COMP
 FM0274  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 FM0274
 FM0274  VERT ORDER  -  SECOND    CLASS 0
 FM0274
 FM0274.The horizontal coordinates were scaled from a topographic map and have
 FM0274.an estimated accuracy of +/- 6 seconds.
 FM0274
 FM0274.The orthometric height was determined by differential leveling
 FM0274.and adjusted by the National Geodetic Survey in June 1991..
 FM0274
 FM0274.The geoid height was determined by GEOID03.
 FM0274
 FM0274.The dynamic height is computed by dividing the NAVD 88
 FM0274.geopotential number by the normal gravity value computed on the
 FM0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0274.degrees latitude (g = 980.6199 gals.).
 FM0274
 FM0274.The modeled gravity was interpolated from observed gravity values.
 FM0274
 FM0274;                    North         East    Units  Estimated Accuracy
 FM0274;SPC TX N     - 1,142,450.      123,720.      MT  (+/- 180 meters Scaled)
 FM0274
 FM0274                          SUPERSEDED SURVEY CONTROL
 FM0274
 FM0274  NGVD 29 (??/??/92) 1224.565  (m)         4017.59   (f) ADJ UNCH    2 0
 FM0274
 FM0274.Superseded values are not recommended for survey control.
 FM0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0274.See file dsdata.txt to determine how the superseded data were derived.
 FM0274
 FM0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV420074(NAD 83)
 FM0274_MARKER: DB = BENCH MARK DISK
 FM0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0274_STAMPING: X 527 1935
 FM0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0274+STABILITY: SURFACE MOTION
 FM0274
 FM0274  HISTORY     - Date     Condition        Report By
 FM0274  HISTORY     - 1935     MONUMENTED       CGS
 FM0274  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0274
 FM0274                          STATION DESCRIPTION
 FM0274
 FM0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0274'10.5 MI NE FROM VEGA.
 FM0274'TO REACH FROM VEGA GO 6.1 MILES EAST ALONG U.S. HIGHWAY NO. 66, THENCE
 FM0274'NORTH ALONG GRADED ROAD 1.7 MILES, THENCE 1.4 MILES ALONG NORTH AND
 FM0274'SOUTH LINE FENCE, THENCE 0.1 MILE THROUGH RANCH YARD AND THEN WEST 1.2
 FM0274'MILES.  2.1 MILES SOUTH OF TASCOSA - VEGA ROAD.  145 FEET SOUTHWEST OF
 FM0274'CENTERLINE OF TRAIL, 63 FEET SOUTH OF GATE WHOSE POST ARE MADE OF 12 X
 FM0274'12 IN. TIMBERS.
 FM0274
 FM0274                          STATION RECOVERY (1966)
 FM0274
 FM0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0299 ***********************************************************************
 FM0299  DESIGNATION -  X 528
 FM0299  PID         -  FM0299
 FM0299  STATE/COUNTY-  TX/POTTER
 FM0299  USGS QUAD   -  ROTTEN HILL (1966)
 FM0299
 FM0299                         *CURRENT SURVEY CONTROL
 FM0299  ___________________________________________________________________
 FM0299* NAD 83(1986)-  35 20 15.     (N)    102 09 07.     (W)     SCALED    
 FM0299* NAVD 88     -      1084.192  (meters)    3557.05   (feet)  ADJUSTED  
 FM0299  ___________________________________________________________________
 FM0299  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 FM0299  DYNAMIC HT  -        1082.905 (meters)    3552.83  (feet)  COMP
 FM0299  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 FM0299
 FM0299  VERT ORDER  -  SECOND    CLASS 0
 FM0299
 FM0299.The horizontal coordinates were scaled from a topographic map and have
 FM0299.an estimated accuracy of +/- 6 seconds.
 FM0299
 FM0299.The orthometric height was determined by differential leveling
 FM0299.and adjusted by the National Geodetic Survey in June 1991..
 FM0299
 FM0299.The geoid height was determined by GEOID03.
 FM0299
 FM0299.The dynamic height is computed by dividing the NAVD 88
 FM0299.geopotential number by the normal gravity value computed on the
 FM0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0299.degrees latitude (g = 980.6199 gals.).
 FM0299
 FM0299.The modeled gravity was interpolated from observed gravity values.
 FM0299
 FM0299;                    North         East    Units  Estimated Accuracy
 FM0299;SPC TX N     - 1,148,570.      140,740.      MT  (+/- 180 meters Scaled)
 FM0299
 FM0299                          SUPERSEDED SURVEY CONTROL
 FM0299
 FM0299  NGVD 29 (??/??/92) 1083.712  (m)         3555.48   (f) ADJ UNCH    2 0
 FM0299
 FM0299.Superseded values are not recommended for survey control.
 FM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0299.See file dsdata.txt to determine how the superseded data were derived.
 FM0299
 FM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV588141(NAD 83)
 FM0299_MARKER: DB = BENCH MARK DISK
 FM0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0299_STAMPING: X-528 1935
 FM0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0299+STABILITY: SURFACE MOTION
 FM0299
 FM0299  HISTORY     - Date     Condition        Report By
 FM0299  HISTORY     - 1935     MONUMENTED       CGS
 FM0299
 FM0299                          STATION DESCRIPTION
 FM0299
 FM0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0299'18.2 MI NW FROM BUSHLAND.
 FM0299'TO REACH BENCHMARK FROM POST-OFFICE GO 6.3 MILES NORTHWEST ALONG GOOD
 FM0299'GRADED ROAD TO JUNCTION OF AMARILLO-TASCOSA ROAD, THENCE 7.5 MILES
 FM0299'NORTHWEST TO TRAIL LEADING SOUTHWESTERLY THROUGH WIRE GATE, THENCE
 FM0299'SOUTHWESTERLY ALONG WINDING TRAIL 0.3 MILE TO E-W FENCE, THENCE WEST
 FM0299'ALONG FENCE 2.0 MILES, THENCE SOUTH ALONG TRAIL 2.1 MILES TO JUNCTION
 FM0299'OF TRAILS.  BENCHMARK IS SET ON THE EDGE OF A CLEARED AREA OF GROUND,
 FM0299'APPROXIMATELY 0.3 MILE SOUTH OF THE EAST END OF CANYON, AND 4.4 MILES
 FM0299'WEST OF THE AMARILLO-TASCOSA ROAD.  BEING 17.0 FEET SOUTH OF THE SOUTH
 FM0299'END OF GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0716 ***********************************************************************
 FL0716  DESIGNATION -  X 529
 FL0716  PID         -  FL0716
 FL0716  STATE/COUNTY-  TX/HUTCHINSON
 FL0716  USGS QUAD   -  ADOBE CREEK (1971)
 FL0716
 FL0716                         *CURRENT SURVEY CONTROL
 FL0716  ___________________________________________________________________
 FL0716* NAD 83(1986)-  35 53 33.     (N)    101 08 46.     (W)     SCALED    
 FL0716* NAVD 88     -       809.771  (meters)    2656.72   (feet)  ADJUSTED  
 FL0716  ___________________________________________________________________
 FL0716  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FL0716  DYNAMIC HT  -         808.895 (meters)    2653.85  (feet)  COMP
 FL0716  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 FL0716
 FL0716  VERT ORDER  -  SECOND    CLASS 0
 FL0716
 FL0716.The horizontal coordinates were scaled from a topographic map and have
 FL0716.an estimated accuracy of +/- 6 seconds.
 FL0716
 FL0716.The orthometric height was determined by differential leveling
 FL0716.and adjusted by the National Geodetic Survey in June 1991..
 FL0716
 FL0716.The geoid height was determined by GEOID03.
 FL0716
 FL0716.The dynamic height is computed by dividing the NAVD 88
 FL0716.geopotential number by the normal gravity value computed on the
 FL0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0716.degrees latitude (g = 980.6199 gals.).
 FL0716
 FL0716.The modeled gravity was interpolated from observed gravity values.
 FL0716
 FL0716;                    North         East    Units  Estimated Accuracy
 FL0716;SPC TX N     - 1,210,010.      231,950.      MT  (+/- 180 meters Scaled)
 FL0716
 FL0716                          SUPERSEDED SURVEY CONTROL
 FL0716
 FL0716  NGVD 29 (??/??/92)  809.370  (m)         2655.41   (f) ADJ UNCH    2 0
 FL0716
 FL0716.Superseded values are not recommended for survey control.
 FL0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0716.See file dsdata.txt to determine how the superseded data were derived.
 FL0716
 FL0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE063741(NAD 83)
 FL0716_MARKER: DB = BENCH MARK DISK
 FL0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0716_STAMPING: X 529 1935
 FL0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0716+STABILITY: SURFACE MOTION
 FL0716
 FL0716  HISTORY     - Date     Condition        Report By
 FL0716  HISTORY     - 1935     MONUMENTED       CGS
 FL0716  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0716
 FL0716                          STATION DESCRIPTION
 FL0716
 FL0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0716'10.7 MI NE FROM PLEMONS.
 FL0716'10.7 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM THE POST OFFICE AT
 FL0716'PLEMONS, 1.0 MILE NORTH OF CANADIAN RIVER, 0.8 MILE EAST OF A
 FL0716'NORTH-AND-SOUTH GRADED ROAD, 0.4 MILE EAST OF THE BORGER SPORTING CLUB
 FL0716'LAKE, AND 21 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FL0716'DISK, STAMPED X 529 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0716
 FL0716                          STATION RECOVERY (1971)
 FL0716
 FL0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0530 ***********************************************************************
 FL0530  DESIGNATION -  X 530
 FL0530  PID         -  FL0530
 FL0530  STATE/COUNTY-  TX/ROBERTS
 FL0530  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0530
 FL0530                         *CURRENT SURVEY CONTROL
 FL0530  ___________________________________________________________________
 FL0530* NAD 83(1986)-  35 59 00.     (N)    100 33 03.     (W)     SCALED    
 FL0530* NAVD 88     -       731.970  (meters)    2401.47   (feet)  ADJUSTED  
 FL0530  ___________________________________________________________________
 FL0530  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FL0530  DYNAMIC HT  -         731.194 (meters)    2398.93  (feet)  COMP
 FL0530  MODELED GRAV-     979,549.7   (mgal)                       NAVD 88
 FL0530
 FL0530  VERT ORDER  -  SECOND    CLASS 0
 FL0530
 FL0530.The horizontal coordinates were scaled from a topographic map and have
 FL0530.an estimated accuracy of +/- 6 seconds.
 FL0530
 FL0530.The orthometric height was determined by differential leveling
 FL0530.and adjusted by the National Geodetic Survey in June 1991..
 FL0530
 FL0530.The geoid height was determined by GEOID03.
 FL0530
 FL0530.The dynamic height is computed by dividing the NAVD 88
 FL0530.geopotential number by the normal gravity value computed on the
 FL0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0530.degrees latitude (g = 980.6199 gals.).
 FL0530
 FL0530.The modeled gravity was interpolated from observed gravity values.
 FL0530
 FL0530;                    North         East    Units  Estimated Accuracy
 FL0530;SPC TX N     - 1,220,440.      285,590.      MT  (+/- 180 meters Scaled)
 FL0530
 FL0530                          SUPERSEDED SURVEY CONTROL
 FL0530
 FL0530  NGVD 29 (??/??/92)  731.627  (m)         2400.35   (f) ADJ UNCH    2 0
 FL0530
 FL0530.Superseded values are not recommended for survey control.
 FL0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0530.See file dsdata.txt to determine how the superseded data were derived.
 FL0530
 FL0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE601832(NAD 83)
 FL0530_MARKER: DB = BENCH MARK DISK
 FL0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0530_STAMPING: X 530 1935
 FL0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0530+STABILITY: SURFACE MOTION
 FL0530
 FL0530  HISTORY     - Date     Condition        Report By
 FL0530  HISTORY     - 1935     MONUMENTED       CGS
 FL0530  HISTORY     - 1949     GOOD             NGS
 FL0530
 FL0530                          STATION DESCRIPTION
 FL0530
 FL0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FL0530'14.6 MI NW FROM CANADIAN.
 FL0530'IN ROBERTS COUNTY, 9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE
 FL0530'POST OFFICE AT CANADIAN, HEMPHILL COUNTY, THENCE 5.6 MILES WEST ALONG
 FL0530'A ROAD.  61.7 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 57.4 FEET
 FL0530'SOUTH OF THE SOUTH EDGE OF A SMALL GROUP OF TREES.  A STANDARD DISK,
 FL0530'STAMPED X 530 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0393 ***********************************************************************
 FM0393  DESIGNATION -  X 532
 FM0393  PID         -  FM0393
 FM0393  STATE/COUNTY-  TX/OLDHAM
 FM0393  USGS QUAD   -  ALAMOCITOS CAMP (1966)
 FM0393
 FM0393                         *CURRENT SURVEY CONTROL
 FM0393  ___________________________________________________________________
 FM0393* NAD 83(1986)-  35 25 26.     (N)    102 35 13.     (W)     SCALED    
 FM0393* NAVD 88     -      1133.946  (meters)    3720.29   (feet)  ADJUSTED  
 FM0393  ___________________________________________________________________
 FM0393  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 FM0393  DYNAMIC HT  -        1132.609 (meters)    3715.90  (feet)  COMP
 FM0393  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 FM0393
 FM0393  VERT ORDER  -  SECOND    CLASS 0
 FM0393
 FM0393.The horizontal coordinates were scaled from a topographic map and have
 FM0393.an estimated accuracy of +/- 6 seconds.
 FM0393
 FM0393.The orthometric height was determined by differential leveling
 FM0393.and adjusted by the National Geodetic Survey in June 1991..
 FM0393
 FM0393.The geoid height was determined by GEOID03.
 FM0393
 FM0393.The dynamic height is computed by dividing the NAVD 88
 FM0393.geopotential number by the normal gravity value computed on the
 FM0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0393.degrees latitude (g = 980.6199 gals.).
 FM0393
 FM0393.The modeled gravity was interpolated from observed gravity values.
 FM0393
 FM0393;                    North         East    Units  Estimated Accuracy
 FM0393;SPC TX N     - 1,158,500.      101,300.      MT  (+/- 180 meters Scaled)
 FM0393
 FM0393                          SUPERSEDED SURVEY CONTROL
 FM0393
 FM0393  NGVD 29 (??/??/92) 1133.440  (m)         3718.63   (f) ADJ UNCH    2 0
 FM0393
 FM0393.Superseded values are not recommended for survey control.
 FM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0393.See file dsdata.txt to determine how the superseded data were derived.
 FM0393
 FM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV190227(NAD 83)
 FM0393_MARKER: DB = BENCH MARK DISK
 FM0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0393_STAMPING: X 532 1935
 FM0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0393+STABILITY: SURFACE MOTION
 FM0393
 FM0393  HISTORY     - Date     Condition        Report By
 FM0393  HISTORY     - 1935     MONUMENTED       CGS
 FM0393  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0393
 FM0393                          STATION DESCRIPTION
 FM0393
 FM0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0393'19.0 MI NW FROM VEGA.
 FM0393'TO REACH FROM VEGA POST OFFICE GO 6.3 MILES WEST ALONG U.S. HIGHWAY
 FM0393'NO. 66, THENCE 12.7 MILES NORTHWEST ALONG TRAIL.  ABOUT 2 MILES
 FM0393'SOUTHEAST OF ALMA SITAS RANCH, AND ABOUT 1 MILE EAST OF CREEK. BETWEEN
 FM0393'TWO CLUMPS OF MESQUITE BRUSH, 53 FEET NORTH OF CENTERLINE OF TRAIL.
 FM0393
 FM0393                          STATION RECOVERY (1966)
 FM0393
 FM0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0815 ***********************************************************************
 FL0815  DESIGNATION -  X 533
 FL0815  PID         -  FL0815
 FL0815  STATE/COUNTY-  TX/HUTCHINSON
 FL0815  USGS QUAD   -  STINNETT (1978)
 FL0815
 FL0815                         *CURRENT SURVEY CONTROL
 FL0815  ___________________________________________________________________
 FL0815* NAD 83(1986)-  35 45 37.     (N)    101 27 53.     (W)     SCALED    
 FL0815* NAVD 88     -       932.016  (meters)    3057.79   (feet)  ADJUSTED  
 FL0815  ___________________________________________________________________
 FL0815  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FL0815  DYNAMIC HT  -         930.969 (meters)    3054.35  (feet)  COMP
 FL0815  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 FL0815
 FL0815  VERT ORDER  -  SECOND    CLASS 0
 FL0815
 FL0815.The horizontal coordinates were scaled from a topographic map and have
 FL0815.an estimated accuracy of +/- 6 seconds.
 FL0815
 FL0815.The orthometric height was determined by differential leveling
 FL0815.and adjusted by the National Geodetic Survey in June 1991..
 FL0815
 FL0815.The geoid height was determined by GEOID03.
 FL0815
 FL0815.The dynamic height is computed by dividing the NAVD 88
 FL0815.geopotential number by the normal gravity value computed on the
 FL0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0815.degrees latitude (g = 980.6199 gals.).
 FL0815
 FL0815.The modeled gravity was interpolated from observed gravity values.
 FL0815
 FL0815;                    North         East    Units  Estimated Accuracy
 FL0815;SPC TX N     - 1,195,280.      203,190.      MT  (+/- 180 meters Scaled)
 FL0815
 FL0815                          SUPERSEDED SURVEY CONTROL
 FL0815
 FL0815  NGVD 29 (??/??/92)  931.571  (m)         3056.33   (f) ADJ UNCH    2 0
 FL0815
 FL0815.Superseded values are not recommended for survey control.
 FL0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0815.See file dsdata.txt to determine how the superseded data were derived.
 FL0815
 FL0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE771601(NAD 83)
 FL0815_MARKER: DB = BENCH MARK DISK
 FL0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0815_STAMPING: X-533 1935
 FL0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0815+STABILITY: SURFACE MOTION
 FL0815
 FL0815  HISTORY     - Date     Condition        Report By
 FL0815  HISTORY     - 1935     MONUMENTED       CGS
 FL0815  HISTORY     - 1953     GOOD             USGS
 FL0815
 FL0815                          STATION DESCRIPTION
 FL0815
 FL0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0815'3.2 MI E FROM OIL CITY.
 FL0815'3.2 MILES EAST OF DEPOT BY RAIL BENCHMARK IS LOCATED AT EAST END OF
 FL0815'LAND FILL.  OPPOSITE MILEPOST NO. 52.1.  121 FEET NORTH OF NORTH RAIL
 FL0815'4.0 FEET SOUTH OF RIGHT-OF-WAY FENCE.  NOTE-- R.R. IS NOW NAMED
 FL0815'CHICAGO, ROCK ISLAND AND PACIFIC RR.
 FL0815
 FL0815                          STATION RECOVERY (1953)
 FL0815
 FL0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1211 ***********************************************************************
 FL1211  DESIGNATION -  X 534
 FL1211  PID         -  FL1211
 FL1211  STATE/COUNTY-  TX/POTTER
 FL1211  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1211
 FL1211                         *CURRENT SURVEY CONTROL
 FL1211  ___________________________________________________________________
 FL1211* NAD 83(1986)-  35 21 12.     (N)    101 45 02.     (W)     SCALED    
 FL1211* NAVD 88     -      1053.569  (meters)    3456.58   (feet)  ADJUSTED  
 FL1211  ___________________________________________________________________
 FL1211  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1211  DYNAMIC HT  -        1052.328 (meters)    3452.51  (feet)  COMP
 FL1211  MODELED GRAV-     979,420.6   (mgal)                       NAVD 88
 FL1211
 FL1211  VERT ORDER  -  SECOND    CLASS 0
 FL1211
 FL1211.The horizontal coordinates were scaled from a topographic map and have
 FL1211.an estimated accuracy of +/- 6 seconds.
 FL1211
 FL1211.The orthometric height was determined by differential leveling
 FL1211.and adjusted by the National Geodetic Survey in June 1991..
 FL1211
 FL1211.The geoid height was determined by GEOID03.
 FL1211
 FL1211.The dynamic height is computed by dividing the NAVD 88
 FL1211.geopotential number by the normal gravity value computed on the
 FL1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1211.degrees latitude (g = 980.6199 gals.).
 FL1211
 FL1211.The modeled gravity was interpolated from observed gravity values.
 FL1211
 FL1211;                    North         East    Units  Estimated Accuracy
 FL1211;SPC TX N     - 1,150,160.      177,230.      MT  (+/- 180 meters Scaled)
 FL1211
 FL1211                          SUPERSEDED SURVEY CONTROL
 FL1211
 FL1211  NGVD 29 (??/??/92) 1053.066  (m)         3454.93   (f) ADJ UNCH    2 0
 FL1211
 FL1211.Superseded values are not recommended for survey control.
 FL1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1211.See file dsdata.txt to determine how the superseded data were derived.
 FL1211
 FL1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE500157(NAD 83)
 FL1211_MARKER: DB = BENCH MARK DISK
 FL1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1211_STAMPING: X 534 1935
 FL1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1211+STABILITY: SURFACE MOTION
 FL1211
 FL1211  HISTORY     - Date     Condition        Report By
 FL1211  HISTORY     - 1935     MONUMENTED       CGS
 FL1211
 FL1211                          STATION DESCRIPTION
 FL1211
 FL1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1211'5.9 MI W FROM MASTERSON.
 FL1211'TO REACH FROM MASTERSON DEPOT GO 1.2 MILES WEST ALONG GRADED ROAD TO
 FL1211'POINT WHERE GRAVELED ROAD TURNS NORTHEAST THROUGH GATE, THENCE THROUGH
 FL1211'GATE AND 1.1 MILES WEST ALONG FENCE WHICH PARALLELS ROAD ON THE NORTH,
 FL1211'TO POINT WHERE ROAD TURNS SOUTH, THENCE 1.9 MILES ALONG TRAIL TO THE
 FL1211'NORTHWEST TO GAP IN EAST AND WEST FENCE, THENCE 1.7 MILES WEST ALONG
 FL1211'FENCE TO ENTRANCE TO XL RANCH HOUSE.  AT SOUTH END OF ENTRANCE LANE,
 FL1211'24 FEET EAST OF CORNER FENCE POST, AND 47 FEET EAST OF CENTERLINE OF
 FL1211'TRAIL, 2.3 FEET SOUTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1190 ***********************************************************************
 FL1190  DESIGNATION -  X 536
 FL1190  PID         -  FL1190
 FL1190  STATE/COUNTY-  TX/CARSON
 FL1190  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1190
 FL1190                         *CURRENT SURVEY CONTROL
 FL1190  ___________________________________________________________________
 FL1190* NAD 83(1986)-  35 16 08.     (N)    101 32 24.     (W)     SCALED    
 FL1190* NAVD 88     -      1055.405  (meters)    3462.61   (feet)  ADJUSTED  
 FL1190  ___________________________________________________________________
 FL1190  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL1190  DYNAMIC HT  -        1054.151 (meters)    3458.49  (feet)  COMP
 FL1190  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 FL1190
 FL1190  VERT ORDER  -  SECOND    CLASS 0
 FL1190
 FL1190.The horizontal coordinates were scaled from a topographic map and have
 FL1190.an estimated accuracy of +/- 6 seconds.
 FL1190
 FL1190.The orthometric height was determined by differential leveling
 FL1190.and adjusted by the National Geodetic Survey in June 1991..
 FL1190
 FL1190.The geoid height was determined by GEOID03.
 FL1190
 FL1190.The dynamic height is computed by dividing the NAVD 88
 FL1190.geopotential number by the normal gravity value computed on the
 FL1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1190.degrees latitude (g = 980.6199 gals.).
 FL1190
 FL1190.The modeled gravity was interpolated from observed gravity values.
 FL1190
 FL1190;                    North         East    Units  Estimated Accuracy
 FL1190;SPC TX N     - 1,140,770.      196,360.      MT  (+/- 180 meters Scaled)
 FL1190
 FL1190                          SUPERSEDED SURVEY CONTROL
 FL1190
 FL1190  NGVD 29 (??/??/92) 1054.905  (m)         3460.97   (f) ADJ UNCH    2 0
 FL1190
 FL1190.Superseded values are not recommended for survey control.
 FL1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1190.See file dsdata.txt to determine how the superseded data were derived.
 FL1190
 FL1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE689058(NAD 83)
 FL1190_MARKER: DB = BENCH MARK DISK
 FL1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1190_STAMPING: X 536 1935
 FL1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1190+STABILITY: SURFACE MOTION
 FL1190
 FL1190  HISTORY     - Date     Condition        Report By
 FL1190  HISTORY     - 1935     MONUMENTED       CGS
 FL1190
 FL1190                          STATION DESCRIPTION
 FL1190
 FL1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1190'4.2 MI N FROM YARNALL.
 FL1190'TO REACH FROM YARNALL DEPOT GO NORTH ALONG GRADED ROAD 4.2 MILES.  4
 FL1190'MILES NORTH OF C.R.I. AND G. RAILROAD TRACKS, 1.2 MILES SOUTH OF SANTA
 FL1190'FE RAILROAD TRACKS, AND 2.1 MILES NORTH OF SHORT JOG IN ROAD, AT POINT
 FL1190'WHERE EAST AND WEST FENCE INTERSECTS RIGHT OF WAY FENCE FROM THE WEST.
 FL1190'43 FEET WEST OF CENTERLINE OF ROAD, 21 FEET WEST OF CORNER FENCE
 FL1190'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0163 ***********************************************************************
 FM0163  DESIGNATION -  X 538
 FM0163  PID         -  FM0163
 FM0163  STATE/COUNTY-  TX/MOORE
 FM0163  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0163
 FM0163                         *CURRENT SURVEY CONTROL
 FM0163  ___________________________________________________________________
 FM0163* NAD 83(1986)-  35 51 04.     (N)    102 02 05.     (W)     SCALED    
 FM0163* NAVD 88     -      1134.038  (meters)    3720.59   (feet)  ADJUSTED  
 FM0163  ___________________________________________________________________
 FM0163  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FM0163  DYNAMIC HT  -        1132.717 (meters)    3716.26  (feet)  COMP
 FM0163  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 FM0163
 FM0163  VERT ORDER  -  SECOND    CLASS 0
 FM0163
 FM0163.The horizontal coordinates were scaled from a topographic map and have
 FM0163.an estimated accuracy of +/- 6 seconds.
 FM0163
 FM0163.The orthometric height was determined by differential leveling
 FM0163.and adjusted by the National Geodetic Survey in June 1991..
 FM0163
 FM0163.The geoid height was determined by GEOID03.
 FM0163
 FM0163.The dynamic height is computed by dividing the NAVD 88
 FM0163.geopotential number by the normal gravity value computed on the
 FM0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0163.degrees latitude (g = 980.6199 gals.).
 FM0163
 FM0163.The modeled gravity was interpolated from observed gravity values.
 FM0163
 FM0163;                    North         East    Units  Estimated Accuracy
 FM0163;SPC TX N     - 1,205,490.      151,700.      MT  (+/- 180 meters Scaled)
 FM0163
 FM0163                          SUPERSEDED SURVEY CONTROL
 FM0163
 FM0163  NGVD 29 (??/??/92) 1133.488  (m)         3718.79   (f) ADJ UNCH    2 0
 FM0163
 FM0163.Superseded values are not recommended for survey control.
 FM0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0163.See file dsdata.txt to determine how the superseded data were derived.
 FM0163
 FM0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV677714(NAD 83)
 FM0163_MARKER: DB = BENCH MARK DISK
 FM0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0163_STAMPING: X-538 1935
 FM0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0163+STABILITY: SURFACE MOTION
 FM0163
 FM0163  HISTORY     - Date     Condition        Report By
 FM0163  HISTORY     - 1935     MONUMENTED       CGS
 FM0163  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0163
 FM0163                          STATION DESCRIPTION
 FM0163
 FM0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0163'3.9 MI SW FROM DUMAS.
 FM0163'TO REACH BENCHMARK FROM COURT HOUSE GO 0.5 MILE SOUTH ALONG HIGHWAY
 FM0163'NO. 9, THENCE 2.4 MILES WEST TO SOUTH TURN IN ROAD, THENCE CONTINUE
 FM0163'WEST 1.0 MILE ALONG TRAIL AND POLE LINE.  BENCHMARK IS SET AT SECTION
 FM0163'CORNER BETWEEN GUY WIRES FOR POLE NO. 51 OF THE WEST TEXAS UTILITY
 FM0163'CO., AND 3.0 MILES WEST OF SANTA FE R.R. BRIDGE NO. 51A.  BEING 15.0
 FM0163'FEET NORTHWEST OF POLE NO. 51, AND 66.0 FEET WEST OF FENCE CORNER.
 FM0163
 FM0163                          STATION RECOVERY (1963)
 FM0163
 FM0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1539 ***********************************************************************
 FL1539  DESIGNATION -  X 539
 FL1539  PID         -  FL1539
 FL1539  STATE/COUNTY-  TX/ARMSTRONG
 FL1539  USGS QUAD   -  FAIRVIEW (1973)
 FL1539
 FL1539                         *CURRENT SURVEY CONTROL
 FL1539  ___________________________________________________________________
 FL1539* NAD 83(1986)-  35 00 00.     (N)    101 37 02.     (W)     SCALED    
 FL1539* NAVD 88     -      1062.506  (meters)    3485.91   (feet)  ADJUSTED  
 FL1539  ___________________________________________________________________
 FL1539  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL1539  DYNAMIC HT  -        1061.233 (meters)    3481.73  (feet)  COMP
 FL1539  MODELED GRAV-     979,399.4   (mgal)                       NAVD 88
 FL1539
 FL1539  VERT ORDER  -  SECOND    CLASS 0
 FL1539
 FL1539.The horizontal coordinates were scaled from a topographic map and have
 FL1539.an estimated accuracy of +/- 6 seconds.
 FL1539
 FL1539.The orthometric height was determined by differential leveling
 FL1539.and adjusted by the National Geodetic Survey in June 1991..
 FL1539
 FL1539.The geoid height was determined by GEOID03.
 FL1539
 FL1539.The dynamic height is computed by dividing the NAVD 88
 FL1539.geopotential number by the normal gravity value computed on the
 FL1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1539.degrees latitude (g = 980.6199 gals.).
 FL1539
 FL1539.The modeled gravity was interpolated from observed gravity values.
 FL1539
 FL1539;                    North         East    Units  Estimated Accuracy
 FL1539;SPC TX N     - 1,110,940.      189,300.      MT  (+/- 180 meters Scaled)
 FL1539
 FL1539                          SUPERSEDED SURVEY CONTROL
 FL1539
 FL1539  NGVD 29 (??/??/92) 1062.024  (m)         3484.32   (f) ADJ UNCH    2 0
 FL1539
 FL1539.Superseded values are not recommended for survey control.
 FL1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1539.See file dsdata.txt to determine how the superseded data were derived.
 FL1539
 FL1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD611761(NAD 83)
 FL1539_MARKER: DB = BENCH MARK DISK
 FL1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1539_STAMPING: X 539 1935
 FL1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1539+STABILITY: SURFACE MOTION
 FL1539
 FL1539  HISTORY     - Date     Condition        Report By
 FL1539  HISTORY     - 1935     MONUMENTED       CGS
 FL1539  HISTORY     - 1943     MARK NOT FOUND   NGS
 FL1539
 FL1539                          STATION DESCRIPTION
 FL1539
 FL1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1539'15.1 MI SW FROM WASHBURN.
 FL1539'15.1 MILES SOUTHEAST OF WASHBURN, ARMSTRONG COUNTY.  THIS BENCH MARK
 FL1539'MAY BE REACHED FROM THE POST OFFICE BY GOING 2.3 MILES WEST ALONG U.S.
 FL1539'HIGHWAY 287, AND THENCE 12.8 MILES SOUTH ALONG A DIM TRAIL.  IT IS 0.6
 FL1539'MILE NORTH OF A SMALL RANCH HOUSE, 70 FEET EAST OF THE CENTERLINE OF
 FL1539'THE TRAIL, AND 3 FEET WEST OF THE NORTH-AND-SOUTH FENCE. A STANDARD
 FL1539'DISK, STAMPED X 539 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0356 ***********************************************************************
 FM0356  DESIGNATION -  X 541
 FM0356  PID         -  FM0356
 FM0356  STATE/COUNTY-  TX/DEAF SMITH
 FM0356  USGS QUAD   -  WILDORADO SW (1984)
 FM0356
 FM0356                         *CURRENT SURVEY CONTROL
 FM0356  ___________________________________________________________________
 FM0356* NAD 83(1986)-  35 00 03.     (N)    102 12 14.     (W)     SCALED    
 FM0356* NAVD 88     -      1162.551  (meters)    3814.14   (feet)  ADJUSTED  
 FM0356  ___________________________________________________________________
 FM0356  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 FM0356  DYNAMIC HT  -        1161.123 (meters)    3809.45  (feet)  COMP
 FM0356  MODELED GRAV-     979,365.9   (mgal)                       NAVD 88
 FM0356
 FM0356  VERT ORDER  -  FIRST     CLASS II
 FM0356
 FM0356.The horizontal coordinates were scaled from a topographic map and have
 FM0356.an estimated accuracy of +/- 6 seconds.
 FM0356
 FM0356.The orthometric height was determined by differential leveling
 FM0356.and adjusted by the National Geodetic Survey in June 1991..
 FM0356
 FM0356.The geoid height was determined by GEOID03.
 FM0356
 FM0356.The dynamic height is computed by dividing the NAVD 88
 FM0356.geopotential number by the normal gravity value computed on the
 FM0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0356.degrees latitude (g = 980.6199 gals.).
 FM0356
 FM0356.The modeled gravity was interpolated from observed gravity values.
 FM0356
 FM0356;                    North         East    Units  Estimated Accuracy
 FM0356;SPC TX N     - 1,111,260.      135,750.      MT  (+/- 180 meters Scaled)
 FM0356
 FM0356                          SUPERSEDED SURVEY CONTROL
 FM0356
 FM0356  NGVD 29 (??/??/92) 1162.036  (m)         3812.45   (f) ADJ UNCH    1 2
 FM0356
 FM0356.Superseded values are not recommended for survey control.
 FM0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0356.See file dsdata.txt to determine how the superseded data were derived.
 FM0356
 FM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU551767(NAD 83)
 FM0356_MARKER: DB = BENCH MARK DISK
 FM0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0356_STAMPING: X 541 1935
 FM0356_MARK LOGO: CGS   
 FM0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0356+STABILITY: SURFACE MOTION
 FM0356
 FM0356  HISTORY     - Date     Condition        Report By
 FM0356  HISTORY     - 1935     MONUMENTED       CGS
 FM0356  HISTORY     - 1984     MARK NOT FOUND   NGS
 FM0356  HISTORY     - 1984     GOOD             NGS
 FM0356
 FM0356                          STATION DESCRIPTION
 FM0356
 FM0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0356'0.4 MI W FROM DAWN.
 FM0356'0.4 MILE WEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT DAWN,
 FM0356'DEAF SMITH COUNTY, 6.5 MILES NORTH ALONG A GRADED ROAD, IN THE FRONT
 FM0356'YARD OF THE W. R. MOORE RANCH HOUSE, AT THE SOUTHWEST CORNER OF A
 FM0356'SMALL APPLE ORCHARD, 54 FEET EAST OF THE CENTERLINE OF THE ROAD, 21
 FM0356'FEET SOUTHEAST OF A FENCE CORNER, AND SET IN THE TOP OF A CONCRETE
 FM0356'POST.
 FM0356
 FM0356                          STATION RECOVERY (1984)
 FM0356
 FM0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FM0356'MARK NOT FOUND.
 FM0356
 FM0356                          STATION RECOVERY (1984)
 FM0356
 FM0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FM0356'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.3 KM
 FM0356'(12.6 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FM0356'RAILROAD FROM THE STATION IN HEREFORD, THENCE 10.5 KM (6.5 MI) NORTH
 FM0356'ALONG FARM ROAD 809.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0561 ***********************************************************************
 FL0561  DESIGNATION -  X 541
 FL0561  PID         -  FL0561
 FL0561  STATE/COUNTY-  TX/ROBERTS
 FL0561  USGS QUAD   -  PAMPA NE (1972)
 FL0561
 FL0561                         *CURRENT SURVEY CONTROL
 FL0561  ___________________________________________________________________
 FL0561* NAD 83(1986)-  35 39 55.     (N)    100 52 31.     (W)     SCALED    
 FL0561* NAVD 88     -       969.609  (meters)    3181.13   (feet)  ADJUSTED  
 FL0561  ___________________________________________________________________
 FL0561  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL0561  DYNAMIC HT  -         968.530 (meters)    3177.59  (feet)  COMP
 FL0561  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 FL0561
 FL0561  VERT ORDER  -  SECOND    CLASS 0
 FL0561
 FL0561.The horizontal coordinates were scaled from a topographic map and have
 FL0561.an estimated accuracy of +/- 6 seconds.
 FL0561
 FL0561.The orthometric height was determined by differential leveling
 FL0561.and adjusted by the National Geodetic Survey in June 1991..
 FL0561
 FL0561.The geoid height was determined by GEOID03.
 FL0561
 FL0561.The dynamic height is computed by dividing the NAVD 88
 FL0561.geopotential number by the normal gravity value computed on the
 FL0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0561.degrees latitude (g = 980.6199 gals.).
 FL0561
 FL0561.The modeled gravity was interpolated from observed gravity values.
 FL0561
 FL0561;                    North         East    Units  Estimated Accuracy
 FL0561;SPC TX N     - 1,184,920.      256,560.      MT  (+/- 180 meters Scaled)
 FL0561
 FL0561                          SUPERSEDED SURVEY CONTROL
 FL0561
 FL0561  NGVD 29 (??/??/92)  969.181  (m)         3179.72   (f) ADJ UNCH    2 0
 FL0561
 FL0561.Superseded values are not recommended for survey control.
 FL0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0561.See file dsdata.txt to determine how the superseded data were derived.
 FL0561
 FL0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE302484(NAD 83)
 FL0561_MARKER: DB = BENCH MARK DISK
 FL0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0561_STAMPING: X 541 1935
 FL0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0561+STABILITY: SURFACE MOTION
 FL0561
 FL0561  HISTORY     - Date     Condition        Report By
 FL0561  HISTORY     - 1935     MONUMENTED       CGS
 FL0561  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0561
 FL0561                          STATION DESCRIPTION
 FL0561
 FL0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0561'13.7 MI NE FROM PAMPA.
 FL0561'LN ROBERTS COUNTY, 13.7 NIELS NORTHEAST OF PAMPA, GRAY COUNTY, THIS
 FL0561'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 7.4 MILES
 FL0561'NORTH, 3.9 MILES EAST, 2.0 MILES NORTH, AND 0.4 MILE EAST ALONG GRADED
 FL0561'ROADS, 0.4 MILE EAST OF A ROAD INTERSECTION, 42.8 FEET NORTH OF THE
 FL0561'CENTERLINE OF THE ROAD, 4.5 FEET EAST OF THE NORTH-AND-SOUTH FENCE,
 FL0561'AND 3.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FL0561'STAMPED X 541 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- RD.
 FL0561'WORK IN AREA
 FL0561
 FL0561                          STATION RECOVERY (1971)
 FL0561
 FL0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0584 ***********************************************************************
 FL0584  DESIGNATION -  X 543
 FL0584  PID         -  FL0584
 FL0584  STATE/COUNTY-  TX/ROBERTS
 FL0584  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0584
 FL0584                         *CURRENT SURVEY CONTROL
 FL0584  ___________________________________________________________________
 FL0584* NAD 83(1986)-  35 54 24.     (N)    100 35 12.     (W)     SCALED    
 FL0584* NAVD 88     -       826.663  (meters)    2712.14   (feet)  ADJUSTED  
 FL0584  ___________________________________________________________________
 FL0584  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FL0584  DYNAMIC HT  -         825.766 (meters)    2709.20  (feet)  COMP
 FL0584  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 FL0584
 FL0584  VERT ORDER  -  SECOND    CLASS 0
 FL0584
 FL0584.The horizontal coordinates were scaled from a topographic map and have
 FL0584.an estimated accuracy of +/- 6 seconds.
 FL0584
 FL0584.The orthometric height was determined by differential leveling
 FL0584.and adjusted by the National Geodetic Survey in June 1991..
 FL0584
 FL0584.The geoid height was determined by GEOID03.
 FL0584
 FL0584.The dynamic height is computed by dividing the NAVD 88
 FL0584.geopotential number by the normal gravity value computed on the
 FL0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0584.degrees latitude (g = 980.6199 gals.).
 FL0584
 FL0584.The modeled gravity was interpolated from observed gravity values.
 FL0584
 FL0584;                    North         East    Units  Estimated Accuracy
 FL0584;SPC TX N     - 1,211,900.      282,440.      MT  (+/- 180 meters Scaled)
 FL0584
 FL0584                          SUPERSEDED SURVEY CONTROL
 FL0584
 FL0584  NGVD 29 (??/??/92)  826.292  (m)         2710.93   (f) ADJ UNCH    2 0
 FL0584
 FL0584.Superseded values are not recommended for survey control.
 FL0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0584.See file dsdata.txt to determine how the superseded data were derived.
 FL0584
 FL0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE568747(NAD 83)
 FL0584_MARKER: DB = BENCH MARK DISK
 FL0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0584_STAMPING: X 543 1935
 FL0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0584+STABILITY: SURFACE MOTION
 FL0584
 FL0584  HISTORY     - Date     Condition        Report By
 FL0584  HISTORY     - 1935     MONUMENTED       CGS
 FL0584  HISTORY     - 1971     GOOD             USGS
 FL0584
 FL0584                          STATION DESCRIPTION
 FL0584
 FL0584'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL0584'15.0 MI W FROM CANADIAN.
 FL0584'LN ROBERTS CO., 13.0 MI W.  ALONG A GRADED RD.  FROM THE POST OFFICE
 FL0584'AT CANADIAN, HEMPHILL CO., THENCE 2.0 MI S.  ALONG A GRADED RD.  44
 FL0584'FEET ENE OF THE CENTERLINE OF RD AND CATTLE GUARD, 2.6 FT.  NNW OF
 FL0584'FENCE.  A STANDARD DISK STAMPED X 543 1935 AND SET IN THE TOP OF A
 FL0584'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0977 ***********************************************************************
 FL0977  DESIGNATION -  X 545
 FL0977  PID         -  FL0977
 FL0977  STATE/COUNTY-  TX/CARSON
 FL0977  USGS QUAD   -  PANHANDLE EAST (1966)
 FL0977
 FL0977                         *CURRENT SURVEY CONTROL
 FL0977  ___________________________________________________________________
 FL0977* NAD 83(1986)-  35 17 19.     (N)    101 15 27.     (W)     SCALED    
 FL0977* NAVD 88     -      1027.021  (meters)    3369.48   (feet)  ADJUSTED  
 FL0977  ___________________________________________________________________
 FL0977  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0977  DYNAMIC HT  -        1025.825 (meters)    3365.56  (feet)  COMP
 FL0977  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 FL0977
 FL0977  VERT ORDER  -  SECOND    CLASS 0
 FL0977
 FL0977.The horizontal coordinates were scaled from a topographic map and have
 FL0977.an estimated accuracy of +/- 6 seconds.
 FL0977
 FL0977.The orthometric height was determined by differential leveling
 FL0977.and adjusted by the National Geodetic Survey in June 1991..
 FL0977
 FL0977.The geoid height was determined by GEOID03.
 FL0977
 FL0977.The dynamic height is computed by dividing the NAVD 88
 FL0977.geopotential number by the normal gravity value computed on the
 FL0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0977.degrees latitude (g = 980.6199 gals.).
 FL0977
 FL0977.The modeled gravity was interpolated from observed gravity values.
 FL0977
 FL0977;                    North         East    Units  Estimated Accuracy
 FL0977;SPC TX N     - 1,142,980.      222,060.      MT  (+/- 180 meters Scaled)
 FL0977
 FL0977                          SUPERSEDED SURVEY CONTROL
 FL0977
 FL0977  NGVD 29 (??/??/92) 1026.54   (m)         3367.9    (f) COMPUTED    2 0
 FL0977
 FL0977.Superseded values are not recommended for survey control.
 FL0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0977.See file dsdata.txt to determine how the superseded data were derived.
 FL0977
 FL0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE947073(NAD 83)
 FL0977_MARKER: DB = BENCH MARK DISK
 FL0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0977_STAMPING: X 545 1935
 FL0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0977+STABILITY: SURFACE MOTION
 FL0977
 FL0977  HISTORY     - Date     Condition        Report By
 FL0977  HISTORY     - 1935     MONUMENTED       CGS
 FL0977
 FL0977                          STATION DESCRIPTION
 FL0977
 FL0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0977'5.7 MI SW FROM WHITE DEER.
 FL0977'5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 FL0977'WHITE DEER, CARSON COUNTY, 6.6 MILES SOUTH ALONG A GRADED ROAD.  2.5
 FL0977'MILES SOUTH OF HOBART SCHOOL (DESTRICT 5), 0.3 MILE NORTH OF A ROAD
 FL0977'JUNCTION, 34.5 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET
 FL0977'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 545 1935
 FL0977'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0686 ***********************************************************************
 FL0686  DESIGNATION -  X 546
 FL0686  PID         -  FL0686
 FL0686  STATE/COUNTY-  TX/ROBERTS
 FL0686  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0686
 FL0686                         *CURRENT SURVEY CONTROL
 FL0686  ___________________________________________________________________
 FL0686* NAD 83(1986)-  35 37 20.     (N)    100 35 19.     (W)     SCALED    
 FL0686* NAVD 88     -       925.672  (meters)    3036.98   (feet)  ADJUSTED  
 FL0686  ___________________________________________________________________
 FL0686  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 FL0686  DYNAMIC HT  -         924.654 (meters)    3033.64  (feet)  COMP
 FL0686  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 FL0686
 FL0686  VERT ORDER  -  SECOND    CLASS 0
 FL0686
 FL0686.The horizontal coordinates were scaled from a topographic map and have
 FL0686.an estimated accuracy of +/- 6 seconds.
 FL0686
 FL0686.The orthometric height was determined by differential leveling
 FL0686.and adjusted by the National Geodetic Survey in June 1991..
 FL0686
 FL0686.The geoid height was determined by GEOID03.
 FL0686
 FL0686.The dynamic height is computed by dividing the NAVD 88
 FL0686.geopotential number by the normal gravity value computed on the
 FL0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0686.degrees latitude (g = 980.6199 gals.).
 FL0686
 FL0686.The modeled gravity was interpolated from observed gravity values.
 FL0686
 FL0686;                    North         East    Units  Estimated Accuracy
 FL0686;SPC TX N     - 1,180,350.      282,560.      MT  (+/- 180 meters Scaled)
 FL0686
 FL0686                          SUPERSEDED SURVEY CONTROL
 FL0686
 FL0686  NGVD 29 (??/??/92)  925.293  (m)         3035.73   (f) ADJ UNCH    2 0
 FL0686
 FL0686.Superseded values are not recommended for survey control.
 FL0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0686.See file dsdata.txt to determine how the superseded data were derived.
 FL0686
 FL0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE561432(NAD 83)
 FL0686_MARKER: DB = BENCH MARK DISK
 FL0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0686_STAMPING: X 546 1935
 FL0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0686+STABILITY: SURFACE MOTION
 FL0686
 FL0686  HISTORY     - Date     Condition        Report By
 FL0686  HISTORY     - 1935     MONUMENTED       CGS
 FL0686  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0686
 FL0686                          STATION DESCRIPTION
 FL0686
 FL0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0686'7.2 MI SE FROM MIAMI.
 FL0686'TO REACH FROM COURTHOUSE AT MIAMI GO 4.8 MILES SOUTH, THENCE 2.4 MILES
 FL0686'EAST, ALONG GRADED ROADS.  1.7 MILES WEST OF W.Q.THORNS FARM HOUSE,
 FL0686'AND 0.2 MILE EAST OF UNPAINTED FARM HOUSE.  29.8 FEET SOUTH OF
 FL0686'CENTERLINE OF GRADED ROAD, 3.0 FEET SOUTH OF RIGHT OF WAY FENCE, AND
 FL0686'1.4 FEET WEST OF FENCE.  NOTE-- RD. WORK IN AREA.
 FL0686
 FL0686                          STATION RECOVERY (1966)
 FL0686
 FL0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0232 ***********************************************************************
 FL0232  DESIGNATION -  X 548
 FL0232  PID         -  FL0232
 FL0232  STATE/COUNTY-  TX/WHEELER
 FL0232  USGS QUAD   -  WHEELER (1978)
 FL0232
 FL0232                         *CURRENT SURVEY CONTROL
 FL0232  ___________________________________________________________________
 FL0232* NAD 83(1986)-  35 27 10.     (N)    100 18 38.     (W)     SCALED    
 FL0232* NAVD 88     -       767.576  (meters)    2518.29   (feet)  ADJUSTED  
 FL0232  ___________________________________________________________________
 FL0232  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 FL0232  DYNAMIC HT  -         766.751 (meters)    2515.58  (feet)  COMP
 FL0232  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 FL0232
 FL0232  VERT ORDER  -  SECOND    CLASS 0
 FL0232
 FL0232.The horizontal coordinates were scaled from a topographic map and have
 FL0232.an estimated accuracy of +/- 6 seconds.
 FL0232
 FL0232.The orthometric height was determined by differential leveling
 FL0232.and adjusted by the National Geodetic Survey in June 1991..
 FL0232
 FL0232.The geoid height was determined by GEOID03.
 FL0232
 FL0232.The dynamic height is computed by dividing the NAVD 88
 FL0232.geopotential number by the normal gravity value computed on the
 FL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0232.degrees latitude (g = 980.6199 gals.).
 FL0232
 FL0232.The modeled gravity was interpolated from observed gravity values.
 FL0232
 FL0232;                    North         East    Units  Estimated Accuracy
 FL0232;SPC TX N     - 1,161,820.      307,970.      MT  (+/- 180 meters Scaled)
 FL0232
 FL0232                          SUPERSEDED SURVEY CONTROL
 FL0232
 FL0232  NGVD 29 (??/??/92)  767.252  (m)         2517.23   (f) ADJ UNCH    2 0
 FL0232
 FL0232.Superseded values are not recommended for survey control.
 FL0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0232.See file dsdata.txt to determine how the superseded data were derived.
 FL0232
 FL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE810240(NAD 83)
 FL0232_MARKER: DB = BENCH MARK DISK
 FL0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0232_STAMPING: X 548 1935
 FL0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0232+STABILITY: SURFACE MOTION
 FL0232
 FL0232  HISTORY     - Date     Condition        Report By
 FL0232  HISTORY     - 1935     MONUMENTED       CGS
 FL0232  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL0232
 FL0232                          STATION DESCRIPTION
 FL0232
 FL0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0232'2.1 MI NW FROM WHEELER.
 FL0232'2.1 MILES NORTHWEST OF COURTHOUSE BY HWY. ALONG STATE HIGHWAY NO. 152
 FL0232'BETWEEN WHEELER AND MOBEETIE.  NEAR TOP OF SANDY HILL.  58.4 FEET
 FL0232'SOUTHWEST OF CENTERLINE OF HIGHWAY, 1.2 FEET NORTHEAST OF RIGHT OF WAY
 FL0232'FENCE.
 FL0232
 FL0232                          STATION RECOVERY (1962)
 FL0232
 FL0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0446 ***********************************************************************
 FL0446  DESIGNATION -  X 550
 FL0446  PID         -  FL0446
 FL0446  STATE/COUNTY-  TX/GRAY
 FL0446  USGS QUAD   -  TAYLOR RANCH (1968)
 FL0446
 FL0446                         *CURRENT SURVEY CONTROL
 FL0446  ___________________________________________________________________
 FL0446* NAD 83(1986)-  35 20 51.     (N)    100 46 31.     (W)     SCALED    
 FL0446* NAVD 88     -       918.531  (meters)    3013.55   (feet)  ADJUSTED  
 FL0446  ___________________________________________________________________
 FL0446  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL0446  DYNAMIC HT  -         917.543 (meters)    3010.31  (feet)  COMP
 FL0446  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 FL0446
 FL0446  VERT ORDER  -  SECOND    CLASS 0
 FL0446
 FL0446.The horizontal coordinates were scaled from a topographic map and have
 FL0446.an estimated accuracy of +/- 6 seconds.
 FL0446
 FL0446.The orthometric height was determined by differential leveling
 FL0446.and adjusted by the National Geodetic Survey in June 1991..
 FL0446
 FL0446.The geoid height was determined by GEOID03.
 FL0446
 FL0446.The dynamic height is computed by dividing the NAVD 88
 FL0446.geopotential number by the normal gravity value computed on the
 FL0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0446.degrees latitude (g = 980.6199 gals.).
 FL0446
 FL0446.The modeled gravity was interpolated from observed gravity values.
 FL0446
 FL0446;                    North         East    Units  Estimated Accuracy
 FL0446;SPC TX N     - 1,149,730.      265,870.      MT  (+/- 180 meters Scaled)
 FL0446
 FL0446                          SUPERSEDED SURVEY CONTROL
 FL0446
 FL0446  NGVD 29 (??/??/92)  918.160  (m)         3012.33   (f) ADJ UNCH    2 0
 FL0446
 FL0446.Superseded values are not recommended for survey control.
 FL0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0446.See file dsdata.txt to determine how the superseded data were derived.
 FL0446
 FL0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE386130(NAD 83)
 FL0446_MARKER: DB = BENCH MARK DISK
 FL0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0446_STAMPING: X 550 1935
 FL0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0446+STABILITY: SURFACE MOTION
 FL0446
 FL0446  HISTORY     - Date     Condition        Report By
 FL0446  HISTORY     - 1935     MONUMENTED       CGS
 FL0446  HISTORY     - 1961     MARK NOT FOUND   NGS
 FL0446
 FL0446                          STATION DESCRIPTION
 FL0446
 FL0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FL0446'7.2 MI SE FROM LEFORS.
 FL0446'7.0 MILES SOUTH AND 0.2 MILE EAST ALONG GRADED ROADS FROM THE POST
 FL0446'OFFICE AT LEFORS, AT THE TOP OF A LONG HILL, 35.2 FEET SOUTH OF THE
 FL0446'CENTERLINE OF THE ROAD, AND 1.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FL0446'A STANDARD DISK, STAMPED X 550 1935 AND SET IN THE TOP OF A CONCRETE
 FL0446'POST.  NOTE--  USGS REPORT ROAD HAS BEEN GRADED AND WINDENED. PROBABLY
 FL0446'DESTROYED.  RD. CONSTR. IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0948 ***********************************************************************
 FL0948  DESIGNATION -  X 551
 FL0948  PID         -  FL0948
 FL0948  STATE/COUNTY-  TX/CARSON
 FL0948  USGS QUAD   -  KINGSMILL (1966)
 FL0948
 FL0948                         *CURRENT SURVEY CONTROL
 FL0948  ___________________________________________________________________
 FL0948* NAD 83(1986)-  35 23 09.     (N)    101 06 50.     (W)     SCALED    
 FL0948* NAVD 88     -      1010.846  (meters)    3316.42   (feet)  ADJUSTED  
 FL0948  ___________________________________________________________________
 FL0948  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL0948  DYNAMIC HT  -        1009.700 (meters)    3312.66  (feet)  COMP
 FL0948  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 FL0948
 FL0948  VERT ORDER  -  SECOND    CLASS 0
 FL0948
 FL0948.The horizontal coordinates were scaled from a topographic map and have
 FL0948.an estimated accuracy of +/- 6 seconds.
 FL0948
 FL0948.The orthometric height was determined by differential leveling
 FL0948.and adjusted by the National Geodetic Survey in June 1991..
 FL0948
 FL0948.The geoid height was determined by GEOID03.
 FL0948
 FL0948.The dynamic height is computed by dividing the NAVD 88
 FL0948.geopotential number by the normal gravity value computed on the
 FL0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0948.degrees latitude (g = 980.6199 gals.).
 FL0948
 FL0948.The modeled gravity was interpolated from observed gravity values.
 FL0948
 FL0948;                    North         East    Units  Estimated Accuracy
 FL0948;SPC TX N     - 1,153,810.      235,080.      MT  (+/- 180 meters Scaled)
 FL0948
 FL0948                          SUPERSEDED SURVEY CONTROL
 FL0948
 FL0948  NGVD 29 (??/??/92) 1010.397  (m)         3314.94   (f) ADJ UNCH    2 0
 FL0948
 FL0948.Superseded values are not recommended for survey control.
 FL0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0948.See file dsdata.txt to determine how the superseded data were derived.
 FL0948
 FL0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE080178(NAD 83)
 FL0948_MARKER: DB = BENCH MARK DISK
 FL0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0948_STAMPING: X 551 1935
 FL0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0948+STABILITY: SURFACE MOTION
 FL0948
 FL0948  HISTORY     - Date     Condition        Report By
 FL0948  HISTORY     - 1935     MONUMENTED       CGS
 FL0948
 FL0948                          STATION DESCRIPTION
 FL0948
 FL0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0948'6.1 MI SE FROM WHITE DEER.
 FL0948'6.1 MILES SOUTHEAST OF WHITE DEER, CARSON COUNTY.  THIS BENCH MARK MAY
 FL0948'BE REACHED FROM THE POST OFFICE BY GOING 2.3 MILES SOUTH, 1.0 MILE
 FL0948'EAST, 0.9 MILE SOUTH, AND 1.9 MILES EAST ALONG GRADED ROAD.  IT IS
 FL0948'ABOUT 76 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE R. A. SPERMANT
 FL0948'FARMHOUSE, AT A ROAD INTERSECTION, 48 FEET SOUTHEAST OF THE CENTER OF
 FL0948'THE INTERSECTION, 37 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 FL0948'ROAD, 7.6 FEET EAST OF A FENCE CORNER, AND 2.8 FEET SOUTH OF THE
 FL0948'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 551 1935 AND SET IN
 FL0948'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0984 ***********************************************************************
 FL0984  DESIGNATION -  X 552
 FL0984  PID         -  FL0984
 FL0984  STATE/COUNTY-  TX/CARSON
 FL0984  USGS QUAD   -  PANHANDLE EAST (1966)
 FL0984
 FL0984                         *CURRENT SURVEY CONTROL
 FL0984  ___________________________________________________________________
 FL0984* NAD 83(1986)-  35 21 50.     (N)    101 19 41.     (W)     SCALED    
 FL0984* NAVD 88     -      1046.090  (meters)    3432.05   (feet)  ADJUSTED  
 FL0984  ___________________________________________________________________
 FL0984  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL0984  DYNAMIC HT  -        1044.870 (meters)    3428.04  (feet)  COMP
 FL0984  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 FL0984
 FL0984  VERT ORDER  -  SECOND    CLASS 0
 FL0984
 FL0984.The horizontal coordinates were scaled from a topographic map and have
 FL0984.an estimated accuracy of +/- 6 seconds.
 FL0984
 FL0984.The orthometric height was determined by differential leveling
 FL0984.and adjusted by the National Geodetic Survey in June 1991..
 FL0984
 FL0984.The geoid height was determined by GEOID03.
 FL0984
 FL0984.The dynamic height is computed by dividing the NAVD 88
 FL0984.geopotential number by the normal gravity value computed on the
 FL0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0984.degrees latitude (g = 980.6199 gals.).
 FL0984
 FL0984.The modeled gravity was interpolated from observed gravity values.
 FL0984
 FL0984;                    North         East    Units  Estimated Accuracy
 FL0984;SPC TX N     - 1,151,320.      215,630.      MT  (+/- 180 meters Scaled)
 FL0984
 FL0984                          SUPERSEDED SURVEY CONTROL
 FL0984
 FL0984  NGVD 29 (??/??/92) 1045.60   (m)         3430.4    (f) COMPUTED    2 0
 FL0984
 FL0984.Superseded values are not recommended for survey control.
 FL0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0984.See file dsdata.txt to determine how the superseded data were derived.
 FL0984
 FL0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE884158(NAD 83)
 FL0984_MARKER: DB = BENCH MARK DISK
 FL0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0984_STAMPING: X 552 1935
 FL0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0984+STABILITY: SURFACE MOTION
 FL0984
 FL0984  HISTORY     - Date     Condition        Report By
 FL0984  HISTORY     - 1935     MONUMENTED       CGS
 FL0984  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0984
 FL0984                          STATION DESCRIPTION
 FL0984
 FL0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0984'3.1 MI NE FROM PANHANDLE.
 FL0984'3.1 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0984'STATON AT PANHANDLE, CARSON COUNTY, 0.1 MILE NORTHEAST OF MILEPOST
 FL0984'523, NEAR A ROAD CROSSING, 30 YARDS NORTHWEST OF THE CENTER OF THE
 FL0984'CROSSING, 25 YARDS NORTH OF THE NORTH RAIL, 36 FEET WEST OF THE
 FL0984'NORTH-AND-SOUTH GRADED ROAD, 9 FEET SOUTH OF A FENCE CORNER, AND 2.5
 FL0984'FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED X 552 1935 AND SET
 FL0984'IN THE TOP OF A CONCRETE POST.
 FL0984
 FL0984                          STATION RECOVERY (1966)
 FL0984
 FL0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0434 ***********************************************************************
 FL0434  DESIGNATION -  X 553
 FL0434  PID         -  FL0434
 FL0434  STATE/COUNTY-  TX/GRAY
 FL0434  USGS QUAD   -  ROCKLEDGE (1964)
 FL0434
 FL0434                         *CURRENT SURVEY CONTROL
 FL0434  ___________________________________________________________________
 FL0434* NAD 83(1986)-  35 14 30.     (N)    100 45 45.     (W)     SCALED    
 FL0434* NAVD 88     -       911.324  (meters)    2989.90   (feet)  ADJUSTED  
 FL0434  ___________________________________________________________________
 FL0434  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL0434  DYNAMIC HT  -         910.327 (meters)    2986.63  (feet)  COMP
 FL0434  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 FL0434
 FL0434  VERT ORDER  -  FIRST     CLASS II
 FL0434
 FL0434.The horizontal coordinates were scaled from a topographic map and have
 FL0434.an estimated accuracy of +/- 6 seconds.
 FL0434
 FL0434.The orthometric height was determined by differential leveling
 FL0434.and adjusted by the National Geodetic Survey in June 1991..
 FL0434
 FL0434.The geoid height was determined by GEOID03.
 FL0434
 FL0434.The dynamic height is computed by dividing the NAVD 88
 FL0434.geopotential number by the normal gravity value computed on the
 FL0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0434.degrees latitude (g = 980.6199 gals.).
 FL0434
 FL0434.The modeled gravity was interpolated from observed gravity values.
 FL0434
 FL0434;                    North         East    Units  Estimated Accuracy
 FL0434;SPC TX N     - 1,138,000.      267,120.      MT  (+/- 180 meters Scaled)
 FL0434
 FL0434                          SUPERSEDED SURVEY CONTROL
 FL0434
 FL0434  NGVD 29 (??/??/92)  910.961  (m)         2988.71   (f) ADJ UNCH    1 2
 FL0434
 FL0434.Superseded values are not recommended for survey control.
 FL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0434.See file dsdata.txt to determine how the superseded data were derived.
 FL0434
 FL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE396012(NAD 83)
 FL0434_MARKER: DB = BENCH MARK DISK
 FL0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0434_STAMPING: X 553 1935
 FL0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0434+STABILITY: SURFACE MOTION
 FL0434
 FL0434  HISTORY     - Date     Condition        Report By
 FL0434  HISTORY     - 1935     MONUMENTED       CGS
 FL0434  HISTORY     - 1955     GOOD             NGS
 FL0434
 FL0434                          STATION DESCRIPTION
 FL0434
 FL0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0434'3.05 MI NW FROM ALANREED.
 FL0434'2.7 MILES NORTHWEST ALONG FARM ROAD 291 FROM THE POST OFFICE AT
 FL0434'ALANREED, THENCE 0.35 MILE WEST ALONG A GRADED DIRT ROAD, 47.4 FEET
 FL0434'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SUN PORCH OF A FARMHOUSE, 42
 FL0434'FEET NORTH OF THE CENTER LINE OF A ROAD, 9 FEET EAST OF THE CENTER
 FL0434'LINE OF A DRIVEWAY, 2 FEET SOUTH OF A FENCE CORNER, SET IN THE TOP OF
 FL0434'A CONCRETE POST WHICH PROJECTS 2.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0389 ***********************************************************************
 FL0389  DESIGNATION -  X 554
 FL0389  PID         -  FL0389
 FL0389  STATE/COUNTY-  TX/GRAY
 FL0389  USGS QUAD   -  BACK (1962)
 FL0389
 FL0389                         *CURRENT SURVEY CONTROL
 FL0389  ___________________________________________________________________
 FL0389* NAD 83(1986)-  35 22 08.     (N)    100 36 34.     (W)     SCALED    
 FL0389* NAVD 88     -       823.293  (meters)    2701.09   (feet)  ADJUSTED  
 FL0389  ___________________________________________________________________
 FL0389  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FL0389  DYNAMIC HT  -         822.424 (meters)    2698.24  (feet)  COMP
 FL0389  MODELED GRAV-     979,549.7   (mgal)                       NAVD 88
 FL0389
 FL0389  VERT ORDER  -  SECOND    CLASS 0
 FL0389
 FL0389.The horizontal coordinates were scaled from a topographic map and have
 FL0389.an estimated accuracy of +/- 6 seconds.
 FL0389
 FL0389.The orthometric height was determined by differential leveling
 FL0389.and adjusted by the National Geodetic Survey in June 1991..
 FL0389
 FL0389.The geoid height was determined by GEOID03.
 FL0389
 FL0389.The dynamic height is computed by dividing the NAVD 88
 FL0389.geopotential number by the normal gravity value computed on the
 FL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0389.degrees latitude (g = 980.6199 gals.).
 FL0389
 FL0389.The modeled gravity was interpolated from observed gravity values.
 FL0389
 FL0389;                    North         East    Units  Estimated Accuracy
 FL0389;SPC TX N     - 1,152,220.      280,920.      MT  (+/- 180 meters Scaled)
 FL0389
 FL0389                          SUPERSEDED SURVEY CONTROL
 FL0389
 FL0389  NGVD 29 (??/??/92)  822.958  (m)         2699.99   (f) ADJ UNCH    2 0
 FL0389
 FL0389.Superseded values are not recommended for survey control.
 FL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0389.See file dsdata.txt to determine how the superseded data were derived.
 FL0389
 FL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE537151(NAD 83)
 FL0389_MARKER: DB = BENCH MARK DISK
 FL0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0389_STAMPING: X 554 1935
 FL0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0389+STABILITY: SURFACE MOTION
 FL0389
 FL0389  HISTORY     - Date     Condition        Report By
 FL0389  HISTORY     - 1935     MONUMENTED       CGS
 FL0389  HISTORY     - 1959     GOOD             NGS
 FL0389
 FL0389                          STATION DESCRIPTION
 FL0389
 FL0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FL0389'1.6 MI S FROM DENWORTH.
 FL0389'THE MARK IS 1.6 MILES SOUTH OF DENWORTH, 0.3 MILE NORTH OF THE
 FL0389'INTERSECTION OF FM. ROADS NO. 2571 AND 2473, ALONG THE EAST SIDE OF
 FL0389'FM. NO. 2571, ACROSS THE HIGHWAY EAST, NORTHEAST FROM A STUCCO HOUSE,
 FL0389'37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF THE EAST
 FL0389'RIGHT-OF-WAY FENCE, 2.5 FEET NORTHWEST OF AN IRON GATE POST AT THE
 FL0389'NORTH END OF THE WIRE GATE.  IT IS A STANDARD DISK STAMPED X 554 1935
 FL0389'IN A CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES.  NOTE-- MARK WAS
 FL0389'MOVED AND RELOCATED BY LOCAL RANCHER DURING ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0704 ***********************************************************************
 BY0704  DESIGNATION -  X 555
 BY0704  PID         -  BY0704
 BY0704  STATE/COUNTY-  TX/ANGELINA
 BY0704  USGS QUAD   -  WELLS SW (1980)
 BY0704
 BY0704                         *CURRENT SURVEY CONTROL
 BY0704  ___________________________________________________________________
 BY0704* NAD 83(1986)-  31 22 30.     (N)    094 53 24.     (W)     SCALED    
 BY0704* NAVD 88     -        89.24   (+/-2cm)     292.8    (feet)  VERTCON   
 BY0704  ___________________________________________________________________
 BY0704  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BY0704
 BY0704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0704
 BY0704.The horizontal coordinates were scaled from a topographic map and have
 BY0704.an estimated accuracy of +/- 6 seconds.
 BY0704
 BY0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0704.The vertical order pertains to the NGVD 29 superseded value.
 BY0704
 BY0704.The geoid height was determined by GEOID03.
 BY0704
 BY0704;                    North         East    Units  Estimated Accuracy
 BY0704;SPC TX C     - 3,202,050.    1,217,560.      MT  (+/- 180 meters Scaled)
 BY0704
 BY0704                          SUPERSEDED SURVEY CONTROL
 BY0704
 BY0704  NGVD 29 (??/??/92)   89.296  (m)          292.97   (f) ADJ UNCH    2 0
 BY0704
 BY0704.Superseded values are not recommended for survey control.
 BY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0704.See file dsdata.txt to determine how the superseded data were derived.
 BY0704
 BY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ202727(NAD 83)
 BY0704_MARKER: DB = BENCH MARK DISK
 BY0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0704_STAMPING: X 555 1947
 BY0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0704+STABILITY: SURFACE MOTION
 BY0704
 BY0704  HISTORY     - Date     Condition        Report By
 BY0704  HISTORY     - 1947     MONUMENTED       CGS
 BY0704
 BY0704                          STATION DESCRIPTION
 BY0704
 BY0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0704'12.4 MI W FROM LUFKIN.
 BY0704'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0704'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE NORTHWEST 2.5
 BY0704'MILES ALONG U.S. HIGHWAY NO.69, THENCE NORTHWEST 8.2 MILES ALONG STATE
 BY0704'HIGHWAY NO.103, THENCE SOUTHEAST 1.3 MILES ALONG A GRADED DIRT ROAD,
 BY0704'AT THE INTERSECTION OF TWO GRADED DIRT ROADS, 71.0 FEET NORTHEAST OF
 BY0704'THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD, 39.0 FEET NORTHWEST
 BY0704'OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST, 63.0 FEET NORTH OF
 BY0704'THE CENTER OF A TRIANGLE FORMED BY THE ROAD INTERSECTION, 29.0 FEET
 BY0704'EAST OF A 14 INCH PINE TREE, 1.0 FOOT SOUTH OF A FENCE, 1.4 FEET
 BY0704'SOUTHEAST OF A 4 X 4 IN. WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0704'POST WHICH PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0685 ***********************************************************************
 BY0685  DESIGNATION -  X 556
 BY0685  PID         -  BY0685
 BY0685  STATE/COUNTY-  TX/HOUSTON
 BY0685  USGS QUAD   -  WELLS (1980)
 BY0685
 BY0685                         *CURRENT SURVEY CONTROL
 BY0685  ___________________________________________________________________
 BY0685* NAD 83(1986)-  31 23 11.     (N)    094 59 17.     (W)     SCALED    
 BY0685* NAVD 88     -        72.21   (+/-2cm)     236.9    (feet)  VERTCON   
 BY0685  ___________________________________________________________________
 BY0685  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY0685
 BY0685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0685
 BY0685.The horizontal coordinates were scaled from a topographic map and have
 BY0685.an estimated accuracy of +/- 6 seconds.
 BY0685
 BY0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0685.The vertical order pertains to the NGVD 29 superseded value.
 BY0685
 BY0685.The geoid height was determined by GEOID03.
 BY0685
 BY0685;                    North         East    Units  Estimated Accuracy
 BY0685;SPC TX C     - 3,202,850.    1,208,180.      MT  (+/- 180 meters Scaled)
 BY0685
 BY0685                          SUPERSEDED SURVEY CONTROL
 BY0685
 BY0685  NGVD 29 (??/??/92)   72.258  (m)          237.07   (f) ADJ UNCH    2 0
 BY0685
 BY0685.Superseded values are not recommended for survey control.
 BY0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0685.See file dsdata.txt to determine how the superseded data were derived.
 BY0685
 BY0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ109741(NAD 83)
 BY0685_MARKER: DB = BENCH MARK DISK
 BY0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0685_STAMPING: X 556 1947
 BY0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0685+STABILITY: SURFACE MOTION
 BY0685
 BY0685  HISTORY     - Date     Condition        Report By
 BY0685  HISTORY     - 1947     MONUMENTED       CGS
 BY0685  HISTORY     - 1948     GOOD             NGS
 BY0685
 BY0685                          STATION DESCRIPTION
 BY0685
 BY0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0685'8.85 MI E FROM RATCLIFF.
 BY0685'8.85 MILES EAST ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 BY0685'RATCLIFF, 58.4 FEET NORTHEAST OF THE EAST END OF THE NORTH HEADWALL OF
 BY0685'A SMALL CONCRETE CULVERT, 56.8 FEET NORTH OF THE CENTER LINE OF THE
 BY0685'HIGHWAY, 44.1 FEET EAST SOUTHEAST OF HIGHWAY STATION MARKER 1492 + 00,
 BY0685'1.6 FEET EAST OF A REFERENCE POST, 1.1 FEET SOUTH OF A FENCE, SET IN
 BY0685'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1600 ***********************************************************************
 BY1600  DESIGNATION -  X 557
 BY1600  PID         -  BY1600
 BY1600  STATE/COUNTY-  TX/TRINITY
 BY1600  USGS QUAD   -  CRECY (1963)
 BY1600
 BY1600                         *CURRENT SURVEY CONTROL
 BY1600  ___________________________________________________________________
 BY1600* NAD 83(1986)-  31 09 41.     (N)    095 04 09.     (W)     SCALED    
 BY1600* NAVD 88     -       102.36   (+/-2cm)     335.8    (feet)  VERTCON   
 BY1600  ___________________________________________________________________
 BY1600  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY1600
 BY1600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1600
 BY1600.The horizontal coordinates were scaled from a topographic map and have
 BY1600.an estimated accuracy of +/- 6 seconds.
 BY1600
 BY1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1600.The vertical order pertains to the NGVD 29 superseded value.
 BY1600
 BY1600.The geoid height was determined by GEOID03.
 BY1600
 BY1600;                    North         East    Units  Estimated Accuracy
 BY1600;SPC TX C     - 3,177,570.    1,201,660.      MT  (+/- 180 meters Scaled)
 BY1600
 BY1600                          SUPERSEDED SURVEY CONTROL
 BY1600
 BY1600  NGVD 29 (??/??/92)  102.379  (m)          335.89   (f) ADJ UNCH    2 0
 BY1600
 BY1600.Superseded values are not recommended for survey control.
 BY1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1600.See file dsdata.txt to determine how the superseded data were derived.
 BY1600
 BY1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ027493(NAD 83)
 BY1600_MARKER: DB = BENCH MARK DISK
 BY1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1600_STAMPING: X 557 1948
 BY1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1600+STABILITY: SURFACE MOTION
 BY1600
 BY1600  HISTORY     - Date     Condition        Report By
 BY1600  HISTORY     - 1948     MONUMENTED       CGS
 BY1600
 BY1600                          STATION DESCRIPTION
 BY1600
 BY1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1600'7.7 MI SW FROM APPLE SPRINGS.
 BY1600'7.7 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1600'LODGE AT APPLE SPRINGS, APPROXIMATELY 99 YARDS NORTHEAST OF A
 BY1600'FARMHOUSE, 135.1 FEET NORTH OF AND ACROSS THE HIGHWAY FROM THE NORTH
 BY1600'END OF A WOODEN GATE, 75.8 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY1600'HIGHWAY, 34.3 FEET WEST OF A 14-INCH HICKORY TREE, 13.9 FEET NORTHEAST
 BY1600'OF A FENCE CORNER, 2.2 FEET NORTHEAST OF A REFERENCE POST, 1.0 FOOT
 BY1600'SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY1600'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 1.1 MILES NORTHEAST
 BY1600'OF BENCH MARK W 557.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0611 ***********************************************************************
 BL0611  DESIGNATION -  X 558
 BL0611  PID         -  BL0611
 BL0611  STATE/COUNTY-  TX/POLK
 BL0611  USGS QUAD   -  CARMONA (1984)
 BL0611
 BL0611                         *CURRENT SURVEY CONTROL
 BL0611  ___________________________________________________________________
 BL0611* NAD 83(1986)-  30 58 57.     (N)    094 57 45.     (W)     SCALED    
 BL0611* NAVD 88     -        97.03   (+/-2cm)     318.3    (feet)  VERTCON   
 BL0611  ___________________________________________________________________
 BL0611  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL0611
 BL0611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0611
 BL0611.The horizontal coordinates were scaled from a topographic map and have
 BL0611.an estimated accuracy of +/- 6 seconds.
 BL0611
 BL0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0611.The vertical order pertains to the NGVD 29 superseded value.
 BL0611
 BL0611.The geoid height was determined by GEOID03.
 BL0611
 BL0611;                    North         East    Units  Estimated Accuracy
 BL0611;SPC TX C     - 3,158,250.    1,212,770.      MT  (+/- 180 meters Scaled)
 BL0611
 BL0611                          SUPERSEDED SURVEY CONTROL
 BL0611
 BL0611  NGVD 29 (??/??/92)   97.042  (m)          318.38   (f) ADJ UNCH    2 0
 BL0611
 BL0611.Superseded values are not recommended for survey control.
 BL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0611.See file dsdata.txt to determine how the superseded data were derived.
 BL0611
 BL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ125293(NAD 83)
 BL0611_MARKER: DB = BENCH MARK DISK
 BL0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0611_STAMPING: X 558 1948
 BL0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0611+STABILITY: SURFACE MOTION
 BL0611
 BL0611  HISTORY     - Date     Condition        Report By
 BL0611  HISTORY     - 1948     MONUMENTED       CGS
 BL0611
 BL0611                          STATION DESCRIPTION
 BL0611
 BL0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0611'0.95 MI S FROM CARMONA.
 BL0611'0.95 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0611'CARMONA, ON THE OUTSIDE OF A CURVE, APPROXIMATELY 187 YARDS SOUTHWEST
 BL0611'OF THE CENTER LINE OF A TRAIL LEADING SOUTHEAST, 60.1 FEET NORTH OF
 BL0611'AND ACROSS THE ROAD FROM A TELEPHONE POLE, 33.0 FEET NORTH OF THE
 BL0611'CENTER LINE OF THE ROAD, 18.8 FEET SOUTHEAST OF A 7-INCH PINE TREE
 BL0611'WITH A TRIANGULAR BLAZE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE
 BL0611'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0769 ***********************************************************************
 BY0769  DESIGNATION -  X 559
 BY0769  PID         -  BY0769
 BY0769  STATE/COUNTY-  TX/ANGELINA
 BY0769  USGS QUAD   -  DIBOLL (1980)
 BY0769
 BY0769                         *CURRENT SURVEY CONTROL
 BY0769  ___________________________________________________________________
 BY0769* NAD 83(1986)-  31 11 32.     (N)    094 47 50.     (W)     SCALED    
 BY0769* NAVD 88     -        71.41   (+/-2cm)     234.3    (feet)  VERTCON   
 BY0769  ___________________________________________________________________
 BY0769  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0769
 BY0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0769
 BY0769.The horizontal coordinates were scaled from a topographic map and have
 BY0769.an estimated accuracy of +/- 6 seconds.
 BY0769
 BY0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0769.The vertical order pertains to the NGVD 29 superseded value.
 BY0769
 BY0769.The geoid height was determined by GEOID03.
 BY0769
 BY0769;                    North         East    Units  Estimated Accuracy
 BY0769;SPC TX C     - 3,182,240.    1,227,380.      MT  (+/- 180 meters Scaled)
 BY0769
 BY0769                          SUPERSEDED SURVEY CONTROL
 BY0769
 BY0769  NGVD 29 (??/??/92)   71.453  (m)          234.43   (f) ADJ UNCH    2 0
 BY0769
 BY0769.Superseded values are not recommended for survey control.
 BY0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0769.See file dsdata.txt to determine how the superseded data were derived.
 BY0769
 BY0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ287522(NAD 83)
 BY0769_MARKER: DB = BENCH MARK DISK
 BY0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0769_STAMPING: X 559 1948
 BY0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0769+STABILITY: SURFACE MOTION
 BY0769
 BY0769  HISTORY     - Date     Condition        Report By
 BY0769  HISTORY     - 1948     MONUMENTED       CGS
 BY0769  HISTORY     - 1963     POOR             USGS
 BY0769
 BY0769                          STATION DESCRIPTION
 BY0769
 BY0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0769'1.0 MI NW FROM DIBOLL.
 BY0769'1.0 MILE NORTHWEST ALONG THE TEXAS AND SOUTHEASTERN RAILROAD FROM THE
 BY0769'STATION AT DIBOLL, 170 YARDS NORTHWEST OF A RAILROAD SWITCH, 54.6 FEET
 BY0769'SOUTHWEST OF AND 15.0 FEET HIGHER THAN THE SOUTHWEST RAIL OF THE TRACK
 BY0769'(MEASURED FROM A POINT NEAR THE CENTER OF A DEEP CUT), 34.8 FEET
 BY0769'NORTHWEST OF A 16 INCH OAK TREE, 1.5 FEET SOUTHEAST OF A REFERENCE
 BY0769'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BY0769'THE GROUND.
 BY0769
 BY0769                          STATION RECOVERY (1963)
 BY0769
 BY0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0769'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1660 ***********************************************************************
 BY1660  DESIGNATION -  X 560
 BY1660  PID         -  BY1660
 BY1660  STATE/COUNTY-  TX/TRINITY
 BY1660  USGS QUAD   -  GROVETON WEST (1963)
 BY1660
 BY1660                         *CURRENT SURVEY CONTROL
 BY1660  ___________________________________________________________________
 BY1660* NAD 83(1986)-  31 03 16.     (N)    095 14 12.     (W)     SCALED    
 BY1660* NAVD 88     -        65.85   (+/-2cm)     216.0    (feet)  VERTCON   
 BY1660  ___________________________________________________________________
 BY1660  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY1660
 BY1660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1660
 BY1660.The horizontal coordinates were scaled from a topographic map and have
 BY1660.an estimated accuracy of +/- 6 seconds.
 BY1660
 BY1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1660.The vertical order pertains to the NGVD 29 superseded value.
 BY1660
 BY1660.The geoid height was determined by GEOID03.
 BY1660
 BY1660;                    North         East    Units  Estimated Accuracy
 BY1660;SPC TX C     - 3,164,980.    1,186,250.      MT  (+/- 180 meters Scaled)
 BY1660
 BY1660                          SUPERSEDED SURVEY CONTROL
 BY1660
 BY1660  NGVD 29 (??/??/92)   65.857  (m)          216.07   (f) ADJ UNCH    2 0
 BY1660
 BY1660.Superseded values are not recommended for survey control.
 BY1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1660.See file dsdata.txt to determine how the superseded data were derived.
 BY1660
 BY1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ865377(NAD 83)
 BY1660_MARKER: DB = BENCH MARK DISK
 BY1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1660_STAMPING: X 560 1948
 BY1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1660+STABILITY: SURFACE MOTION
 BY1660
 BY1660  HISTORY     - Date     Condition        Report By
 BY1660  HISTORY     - 1948     MONUMENTED       CGS
 BY1660  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1660
 BY1660                          STATION DESCRIPTION
 BY1660
 BY1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1660'5.05 MI NE FROM GLENDALE.
 BY1660'5.05 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 BY1660'GLENDALE, 90.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 55.5
 BY1660'FEET WEST OF THE WEST CORNER OF A 16-FOOT WOODEN BRIDGE, 39.0 FEET
 BY1660'SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING NORTHWEST, 7.3 FEET
 BY1660'NORTHEAST OF A 20-INCH OAK TREE, 6.4 FEET SOUTHWEST OF A 10-INCH OAK
 BY1660'TREE, 1.6 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 BY1660'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1660
 BY1660                          STATION RECOVERY (1996)
 BY1660
 BY1660'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0369 ***********************************************************************
 FM0369  DESIGNATION -  X 561
 FM0369  PID         -  FM0369
 FM0369  STATE/COUNTY-  TX/RANDALL
 FM0369  USGS QUAD   -  WILDORADO (1984)
 FM0369
 FM0369                         *CURRENT SURVEY CONTROL
 FM0369  ___________________________________________________________________
 FM0369* NAD 83(1986)-  35 07 53.     (N)    102 09 32.     (W)     SCALED    
 FM0369* NAVD 88     -      1171.453  (meters)    3843.34   (feet)  ADJUSTED  
 FM0369  ___________________________________________________________________
 FM0369  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 FM0369  DYNAMIC HT  -        1170.024 (meters)    3838.65  (feet)  COMP
 FM0369  MODELED GRAV-     979,373.6   (mgal)                       NAVD 88
 FM0369
 FM0369  VERT ORDER  -  SECOND    CLASS 0
 FM0369
 FM0369.The horizontal coordinates were scaled from a topographic map and have
 FM0369.an estimated accuracy of +/- 6 seconds.
 FM0369
 FM0369.The orthometric height was determined by differential leveling
 FM0369.and adjusted by the National Geodetic Survey in June 1991..
 FM0369
 FM0369.The geoid height was determined by GEOID03.
 FM0369
 FM0369.The dynamic height is computed by dividing the NAVD 88
 FM0369.geopotential number by the normal gravity value computed on the
 FM0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0369.degrees latitude (g = 980.6199 gals.).
 FM0369
 FM0369.The modeled gravity was interpolated from observed gravity values.
 FM0369
 FM0369;                    North         East    Units  Estimated Accuracy
 FM0369;SPC TX N     - 1,125,710.      139,950.      MT  (+/- 180 meters Scaled)
 FM0369
 FM0369                          SUPERSEDED SURVEY CONTROL
 FM0369
 FM0369  NGVD 29 (??/??/92) 1170.946  (m)         3841.68   (f) ADJ UNCH    2 0
 FM0369
 FM0369.Superseded values are not recommended for survey control.
 FM0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0369.See file dsdata.txt to determine how the superseded data were derived.
 FM0369
 FM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU588913(NAD 83)
 FM0369_MARKER: DB = BENCH MARK DISK
 FM0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0369_STAMPING: X 561 1935
 FM0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0369+STABILITY: SURFACE MOTION
 FM0369
 FM0369  HISTORY     - Date     Condition        Report By
 FM0369  HISTORY     - 1935     MONUMENTED       CGS
 FM0369  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0369
 FM0369                          STATION DESCRIPTION
 FM0369
 FM0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0369'7.9 MI SE FROM WILDORADO.
 FM0369'IN RANDALL COUNTY, 7.9 MILES SOUTHEAST OF WILDORADO, OLDHAM COUNTY,
 FM0369'5.5 MILES SOUTH ALONG A GRADED ROAD FROM THE CHICAGO, ROCK ISLAND AND
 FM0369'PACIFIC RAILROAD STATION, 2.4 MILES EAST ALONG A TRAIL AND A FENCE
 FM0369'LINE, 0.5 MILE WEST OF A NORTH-AND-SOUTH GRADED ROAD, 0.4 MILE
 FM0369'NORTHEAST OF A SMALL WHITE RANCH HOUSE IN A GROVE OF LARGE TREES, AT A
 FM0369'FENCE LINE BETWEEN TWO CULTIVATED FIELDS, 84 FEET WEST OF THE JUNCTION
 FM0369'OF A FENCE FROM THE NORTH, AND SET IN THE TOP OF A CONCRETE POST.
 FM0369
 FM0369                          STATION RECOVERY (1980)
 FM0369
 FM0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0468 ***********************************************************************
 EN0468  DESIGNATION -  X 562
 EN0468  PID         -  EN0468
 EN0468  STATE/COUNTY-  TX/RANDALL
 EN0468  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0468
 EN0468                         *CURRENT SURVEY CONTROL
 EN0468  ___________________________________________________________________
 EN0468* NAD 83(1986)-  34 57 57.     (N)    101 40 19.     (W)     SCALED    
 EN0468* NAVD 88     -       877.149  (meters)    2877.78   (feet)  ADJUSTED  
 EN0468  ___________________________________________________________________
 EN0468  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EN0468  DYNAMIC HT  -         876.095 (meters)    2874.32  (feet)  COMP
 EN0468  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 EN0468
 EN0468  VERT ORDER  -  SECOND    CLASS 0
 EN0468
 EN0468.The horizontal coordinates were scaled from a topographic map and have
 EN0468.an estimated accuracy of +/- 6 seconds.
 EN0468
 EN0468.The orthometric height was determined by differential leveling
 EN0468.and adjusted by the National Geodetic Survey in June 1991..
 EN0468
 EN0468.The geoid height was determined by GEOID03.
 EN0468
 EN0468.The dynamic height is computed by dividing the NAVD 88
 EN0468.geopotential number by the normal gravity value computed on the
 EN0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0468.degrees latitude (g = 980.6199 gals.).
 EN0468
 EN0468.The modeled gravity was interpolated from observed gravity values.
 EN0468
 EN0468;                    North         East    Units  Estimated Accuracy
 EN0468;SPC TX N     - 1,107,160.      184,300.      MT  (+/- 180 meters Scaled)
 EN0468
 EN0468                          SUPERSEDED SURVEY CONTROL
 EN0468
 EN0468  NGVD 29 (??/??/92)  876.674  (m)         2876.22   (f) ADJ UNCH    2 0
 EN0468
 EN0468.Superseded values are not recommended for survey control.
 EN0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0468.See file dsdata.txt to determine how the superseded data were derived.
 EN0468
 EN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD560725(NAD 83)
 EN0468_MARKER: DB = BENCH MARK DISK
 EN0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0468_STAMPING: X 562 1935
 EN0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0468+STABILITY: SURFACE MOTION
 EN0468
 EN0468  HISTORY     - Date     Condition        Report By
 EN0468  HISTORY     - 1935     MONUMENTED       CGS
 EN0468  HISTORY     - 1943     GOOD             NGS
 EN0468
 EN0468                          STATION DESCRIPTION
 EN0468
 EN0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0468'15.8 MI E FROM CANYON.
 EN0468'15.8 MILES EAST ALONG PALO DURO DRIVE FROM THE COUNTY COURTHOUSE AT
 EN0468'CANYON, RANDALL COUNTY, 2.2 MILES EAST OF THE ENTRANCE TO PALO DURO
 EN0468'CANYON, 0.1 MILE NORTHWEST OF A ROAD INTERSECTION, ON A SMALL PLATEAU
 EN0468'NEAR PALODURO CREEK, 47 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 EN0468'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 EN0468'X 562 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1017 ***********************************************************************
 FL1017  DESIGNATION -  X 563
 FL1017  PID         -  FL1017
 FL1017  STATE/COUNTY-  TX/ARMSTRONG
 FL1017  USGS QUAD   -  CLAUDE SW (1983)
 FL1017
 FL1017                         *CURRENT SURVEY CONTROL
 FL1017  ___________________________________________________________________
 FL1017* NAD 83(1986)-  35 03 37.     (N)    101 27 07.     (W)     SCALED    
 FL1017* NAVD 88     -      1041.153  (meters)    3415.85   (feet)  ADJUSTED  
 FL1017  ___________________________________________________________________
 FL1017  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1017  DYNAMIC HT  -        1039.916 (meters)    3411.79  (feet)  COMP
 FL1017  MODELED GRAV-     979,410.1   (mgal)                       NAVD 88
 FL1017
 FL1017  VERT ORDER  -  SECOND    CLASS 0
 FL1017
 FL1017.The horizontal coordinates were scaled from a topographic map and have
 FL1017.an estimated accuracy of +/- 6 seconds.
 FL1017
 FL1017.The orthometric height was determined by differential leveling
 FL1017.and adjusted by the National Geodetic Survey in June 1991..
 FL1017
 FL1017.The geoid height was determined by GEOID03.
 FL1017
 FL1017.The dynamic height is computed by dividing the NAVD 88
 FL1017.geopotential number by the normal gravity value computed on the
 FL1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1017.degrees latitude (g = 980.6199 gals.).
 FL1017
 FL1017.The modeled gravity was interpolated from observed gravity values.
 FL1017
 FL1017;                    North         East    Units  Estimated Accuracy
 FL1017;SPC TX N     - 1,117,630.      204,380.      MT  (+/- 180 meters Scaled)
 FL1017
 FL1017                          SUPERSEDED SURVEY CONTROL
 FL1017
 FL1017  NGVD 29 (??/??/92) 1040.679  (m)         3414.29   (f) ADJ UNCH    2 0
 FL1017
 FL1017.Superseded values are not recommended for survey control.
 FL1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1017.See file dsdata.txt to determine how the superseded data were derived.
 FL1017
 FL1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD763824(NAD 83)
 FL1017_MARKER: DB = BENCH MARK DISK
 FL1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1017_STAMPING: X 563 1935
 FL1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1017+STABILITY: SURFACE MOTION
 FL1017
 FL1017  HISTORY     - Date     Condition        Report By
 FL1017  HISTORY     - 1935     MONUMENTED       CGS
 FL1017  HISTORY     - 1954     MARK NOT FOUND   USGS
 FL1017
 FL1017                          STATION DESCRIPTION
 FL1017
 FL1017'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FL1017'16 MI SW FROM CONWAY.
 FL1017'IN ARMSTRONG COUNTY, 16.0 MILES SOUTHWEST OF CONWAY, CARSON COUNTY.
 FL1017'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 5.0 MILES
 FL1017'WEST ALONG U.S. HIGHWAY 66, THENCE 2.2 MILES SOUTH ALONG A DIM DIRT
 FL1017'ROAD, AND THENCE ALONG GRADED ROADS 2.1 MILES SOUTH, 1.0 MILE EAST,
 FL1017'AND 5.7 MILES SOUTH.  IT IS 0.1 MILE SOUTH OF A SMALL RANCH HOUSE AND
 FL1017'A WINDMILL, NEAR A ROAD INTERSECTION, 225 FEET NORTHWEST OF THE CENTER
 FL1017'OF THE INTERSECTION, 58 FEET WEST OF THE CENTERLINE OF THE
 FL1017'NORTH-AND-SOUTH ROAD, IN THE EAST-AND-WEST FENCE LINE, AND 25 FEET
 FL1017'WEST OF A SECTION CORNER.  A STANDARD DISK, STAMPED X 563 1935 AND SET
 FL1017'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1183 ***********************************************************************
 AY1183  DESIGNATION -  X 564
 AY1183  PID         -  AY1183
 AY1183  STATE/COUNTY-  TX/BANDERA
 AY1183  USGS QUAD   -  SECO PASS (1964)
 AY1183
 AY1183                         *CURRENT SURVEY CONTROL
 AY1183  ___________________________________________________________________
 AY1183* NAD 83(1986)-  29 40 41.     (N)    099 23 41.     (W)     SCALED    
 AY1183* NAVD 88     -       521.143  (meters)    1709.78   (feet)  ADJUSTED  
 AY1183  ___________________________________________________________________
 AY1183  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AY1183  DYNAMIC HT  -         520.370 (meters)    1707.25  (feet)  COMP
 AY1183  MODELED GRAV-     979,143.5   (mgal)                       NAVD 88
 AY1183
 AY1183  VERT ORDER  -  SECOND    CLASS 0
 AY1183
 AY1183.The horizontal coordinates were scaled from a topographic map and have
 AY1183.an estimated accuracy of +/- 6 seconds.
 AY1183
 AY1183.The orthometric height was determined by differential leveling
 AY1183.and adjusted by the National Geodetic Survey in June 1991..
 AY1183
 AY1183.The geoid height was determined by GEOID03.
 AY1183
 AY1183.The dynamic height is computed by dividing the NAVD 88
 AY1183.geopotential number by the normal gravity value computed on the
 AY1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1183.degrees latitude (g = 980.6199 gals.).
 AY1183
 AY1183.The modeled gravity was interpolated from observed gravity values.
 AY1183
 AY1183;                    North         East    Units  Estimated Accuracy
 AY1183;SPC TXSC     - 4,204,510.      561,800.      MT  (+/- 180 meters Scaled)
 AY1183
 AY1183                          SUPERSEDED SURVEY CONTROL
 AY1183
 AY1183  NGVD 29 (??/??/92)  521.008  (m)         1709.34   (f) ADJ UNCH    2 0
 AY1183
 AY1183.Superseded values are not recommended for survey control.
 AY1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1183.See file dsdata.txt to determine how the superseded data were derived.
 AY1183
 AY1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT618831(NAD 83)
 AY1183_MARKER: DB = BENCH MARK DISK
 AY1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1183_STAMPING: X 564 1953
 AY1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1183+STABILITY: SURFACE MOTION
 AY1183
 AY1183  HISTORY     - Date     Condition        Report By
 AY1183  HISTORY     - 1953     MONUMENTED       CGS
 AY1183  HISTORY     - 19931201 GOOD             USPSQD
 AY1183
 AY1183                          STATION DESCRIPTION
 AY1183
 AY1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1183'8.75 MI SW FROM TARPLEY.
 AY1183'8.75 MILES SOUTHWEST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1183'TARPLEY, ON THE WEST SLOPE OF A HILL, 0.15 MILE EAST OF A DIP IN THE
 AY1183'ROAD, 123.4 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 114 FEET
 AY1183'NORTH OF THE NORTH END OF A CATTLE GUARD, 4.2 FEET WEST OF A FENCE,
 AY1183'3.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY1183'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY1183
 AY1183                          STATION RECOVERY (1993)
 AY1183
 AY1183'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0078 ***********************************************************************
 EO0078  DESIGNATION -  X 566
 EO0078  PID         -  EO0078
 EO0078  STATE/COUNTY-  TX/RANDALL
 EO0078  USGS QUAD   -  HAPPY HEREFORD RANCH (1984)
 EO0078
 EO0078                         *CURRENT SURVEY CONTROL
 EO0078  ___________________________________________________________________
 EO0078* NAD 83(1986)-  34 48 39.     (N)    102 04 15.     (W)     SCALED    
 EO0078* NAVD 88     -      1162.200  (meters)    3812.98   (feet)  ADJUSTED  
 EO0078  ___________________________________________________________________
 EO0078  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 EO0078  DYNAMIC HT  -        1160.747 (meters)    3808.22  (feet)  COMP
 EO0078  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 EO0078
 EO0078  VERT ORDER  -  SECOND    CLASS 0
 EO0078
 EO0078.The horizontal coordinates were scaled from a topographic map and have
 EO0078.an estimated accuracy of +/- 6 seconds.
 EO0078
 EO0078.The orthometric height was determined by differential leveling
 EO0078.and adjusted by the National Geodetic Survey in June 1991..
 EO0078
 EO0078.The geoid height was determined by GEOID03.
 EO0078
 EO0078.The dynamic height is computed by dividing the NAVD 88
 EO0078.geopotential number by the normal gravity value computed on the
 EO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0078.degrees latitude (g = 980.6199 gals.).
 EO0078
 EO0078.The modeled gravity was interpolated from observed gravity values.
 EO0078
 EO0078;                    North         East    Units  Estimated Accuracy
 EO0078;SPC TX N     - 1,090,100.      147,770.      MT  (+/- 180 meters Scaled)
 EO0078
 EO0078                          SUPERSEDED SURVEY CONTROL
 EO0078
 EO0078  NGVD 29 (??/??/92) 1161.676  (m)         3811.27   (f) ADJ UNCH    2 0
 EO0078
 EO0078.Superseded values are not recommended for survey control.
 EO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0078.See file dsdata.txt to determine how the superseded data were derived.
 EO0078
 EO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU679559(NAD 83)
 EO0078_MARKER: DB = BENCH MARK DISK
 EO0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0078_STAMPING: X-566 1935
 EO0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0078+STABILITY: SURFACE MOTION
 EO0078
 EO0078  HISTORY     - Date     Condition        Report By
 EO0078  HISTORY     - 1935     MONUMENTED       CGS
 EO0078  HISTORY     - 1961     MARK NOT FOUND   USGS
 EO0078
 EO0078                          STATION DESCRIPTION
 EO0078
 EO0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0078'12.91 MI SE FROM UMBARGER.
 EO0078'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM POST OFFICE GO 0.7 MILES
 EO0078'SOUTHWEST OF STATE HIGHWAY NUMBER 33, 9.60 MILES SOUTH ALONG GRADED
 EO0078'ROAD, AND THEN 2.61 MILES EAST ON GRADED ROAD.  ABOUT 1.2 MILES WEST
 EO0078'OF FARM BUILDINGS OF J.J. LEAVITT, 27.5 FEET NORTH OF CENTER LINE OF
 EO0078'ROAD, 4.3 FEET EAST OF FENCE LINE RUNNING NORTH, AND 2.5 FEET NORTH OF
 EO0078'RIGHT OF WAY FENCE.  NOTE-- ROAD WORK IN AREA.
 EO0078
 EO0078                          STATION RECOVERY (1961)
 EO0078
 EO0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0516 ***********************************************************************
 EN0516  DESIGNATION -  X 567
 EN0516  PID         -  EN0516
 EN0516  STATE/COUNTY-  TX/RANDALL
 EN0516  USGS QUAD   -  CANYON SE (1984)
 EN0516
 EN0516                         *CURRENT SURVEY CONTROL
 EN0516  ___________________________________________________________________
 EN0516* NAD 83(1986)-  34 49 04.     (N)    101 50 53.     (W)     SCALED    
 EN0516* NAVD 88     -      1109.723  (meters)    3640.82   (feet)  ADJUSTED  
 EN0516  ___________________________________________________________________
 EN0516  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 EN0516  DYNAMIC HT  -        1108.353 (meters)    3636.32  (feet)  COMP
 EN0516  MODELED GRAV-     979,362.1   (mgal)                       NAVD 88
 EN0516
 EN0516  VERT ORDER  -  SECOND    CLASS 0
 EN0516
 EN0516.The horizontal coordinates were scaled from a topographic map and have
 EN0516.an estimated accuracy of +/- 6 seconds.
 EN0516
 EN0516.The orthometric height was determined by differential leveling
 EN0516.and adjusted by the National Geodetic Survey in June 1991..
 EN0516
 EN0516.The geoid height was determined by GEOID03.
 EN0516
 EN0516.The dynamic height is computed by dividing the NAVD 88
 EN0516.geopotential number by the normal gravity value computed on the
 EN0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0516.degrees latitude (g = 980.6199 gals.).
 EN0516
 EN0516.The modeled gravity was interpolated from observed gravity values.
 EN0516
 EN0516;                    North         East    Units  Estimated Accuracy
 EN0516;SPC TX N     - 1,090,780.      168,160.      MT  (+/- 180 meters Scaled)
 EN0516
 EN0516                          SUPERSEDED SURVEY CONTROL
 EN0516
 EN0516  NGVD 29 (??/??/92) 1109.246  (m)         3639.25   (f) ADJ UNCH    2 0
 EN0516
 EN0516.Superseded values are not recommended for survey control.
 EN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0516.See file dsdata.txt to determine how the superseded data were derived.
 EN0516
 EN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD394565(NAD 83)
 EN0516_MARKER: DB = BENCH MARK DISK
 EN0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0516_STAMPING: X-567. 1935
 EN0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0516+STABILITY: SURFACE MOTION
 EN0516
 EN0516  HISTORY     - Date     Condition        Report By
 EN0516  HISTORY     - 1935     MONUMENTED       CGS
 EN0516  HISTORY     - 1958     MARK NOT FOUND   NGS
 EN0516
 EN0516                          STATION DESCRIPTION
 EN0516
 EN0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0516'5.6 MI NE FROM HAPPY.
 EN0516'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM POST OFFICE GO 0.2 MILES
 EN0516'EAST ALONG CITY STREET, 0.3 MILES NORTHWEST ALONG STATE HIGHWAY NUMBER
 EN0516'9, 0.3 MILE EAST ON GRADED ROAD, AND THEN 4.8 MILES NORTH ON GRADED
 EN0516'ROAD.  THE BENCH MARK IS SET 2 1/2 POLES SOUTH OF SOUTH EDGE OF SMALL
 EN0516'VALLEY.  ABOUT 239.3 FEET SOUTHWEST OF SOUTHWEST CORNER OF FARMHOUSE
 EN0516'OF J.F. SPISER, 29.8 FEET WEST OF CENTER LINE OF ROAD, AND 0.8 FEET
 EN0516'WEST OF RIGHT OF WAY FENCE.
 EN0516
 EN0516                          STATION RECOVERY (1958)
 EN0516
 EN0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0234 ***********************************************************************
 EN0234  DESIGNATION -  X 568
 EN0234  PID         -  EN0234
 EN0234  STATE/COUNTY-  TX/ARMSTRONG
 EN0234  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0234
 EN0234                         *CURRENT SURVEY CONTROL
 EN0234  ___________________________________________________________________
 EN0234* NAD 83(1986)-  34 51 58.     (N)    101 23 53.     (W)     SCALED    
 EN0234* NAVD 88     -       835.026  (meters)    2739.58   (feet)  ADJUSTED  
 EN0234  ___________________________________________________________________
 EN0234  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 EN0234  DYNAMIC HT  -         834.042 (meters)    2736.35  (feet)  COMP
 EN0234  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 EN0234
 EN0234  VERT ORDER  -  SECOND    CLASS 0
 EN0234
 EN0234.The horizontal coordinates were scaled from a topographic map and have
 EN0234.an estimated accuracy of +/- 6 seconds.
 EN0234
 EN0234.The orthometric height was determined by differential leveling
 EN0234.and adjusted by the National Geodetic Survey in June 1991..
 EN0234
 EN0234.The geoid height was determined by GEOID03.
 EN0234
 EN0234.The dynamic height is computed by dividing the NAVD 88
 EN0234.geopotential number by the normal gravity value computed on the
 EN0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0234.degrees latitude (g = 980.6199 gals.).
 EN0234
 EN0234.The modeled gravity was interpolated from observed gravity values.
 EN0234
 EN0234;                    North         East    Units  Estimated Accuracy
 EN0234;SPC TX N     - 1,096,090.      209,320.      MT  (+/- 180 meters Scaled)
 EN0234
 EN0234                          SUPERSEDED SURVEY CONTROL
 EN0234
 EN0234  NGVD 29 (??/??/92)  834.592  (m)         2738.16   (f) ADJ UNCH    2 0
 EN0234
 EN0234.Superseded values are not recommended for survey control.
 EN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0234.See file dsdata.txt to determine how the superseded data were derived.
 EN0234
 EN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD807608(NAD 83)
 EN0234_MARKER: DB = BENCH MARK DISK
 EN0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0234_STAMPING: X 568 1935
 EN0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0234+STABILITY: SURFACE MOTION
 EN0234
 EN0234  HISTORY     - Date     Condition        Report By
 EN0234  HISTORY     - 1935     MONUMENTED       CGS
 EN0234
 EN0234                          STATION DESCRIPTION
 EN0234
 EN0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0234'10.3 MI NE FROM WAYSIDE.
 EN0234'3.2 MILES EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT WAYSIDE,
 EN0234'ARMSTRONG COUNTY, THENCE 7.1 MILES NORTHEAST ALONG THE CANYON ROAD.
 EN0234'4.2 MILES SOUTHWEST OF THE D.C. DYE RANCH HOUSE, 0.4 MILE NORTH OF THE
 EN0234'HAMLEN HOUSE FOUNDATION, 72 FEET WEST OF THE NORTH-AND-SOUTH FENCE
 EN0234'LINE, AND 54 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 EN0234'DISK, STAMPED X 568 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0561 ***********************************************************************
 EN0561  DESIGNATION -  X 569
 EN0561  PID         -  EN0561
 EN0561  STATE/COUNTY-  TX/SWISHER
 EN0561  USGS QUAD   -  HAPPY (1965)
 EN0561
 EN0561                         *CURRENT SURVEY CONTROL
 EN0561  ___________________________________________________________________
 EN0561* NAD 83(1986)-  34 43 10.     (N)    101 47 12.     (W)     SCALED    
 EN0561* NAVD 88     -      1083.842  (meters)    3555.91   (feet)  ADJUSTED  
 EN0561  ___________________________________________________________________
 EN0561  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 EN0561  DYNAMIC HT  -        1082.501 (meters)    3551.51  (feet)  COMP
 EN0561  MODELED GRAV-     979,360.4   (mgal)                       NAVD 88
 EN0561
 EN0561  VERT ORDER  -  SECOND    CLASS 0
 EN0561
 EN0561.The horizontal coordinates were scaled from a topographic map and have
 EN0561.an estimated accuracy of +/- 6 seconds.
 EN0561
 EN0561.The orthometric height was determined by differential leveling
 EN0561.and adjusted by the National Geodetic Survey in June 1991..
 EN0561
 EN0561.The geoid height was determined by GEOID03.
 EN0561
 EN0561.The dynamic height is computed by dividing the NAVD 88
 EN0561.geopotential number by the normal gravity value computed on the
 EN0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0561.degrees latitude (g = 980.6199 gals.).
 EN0561
 EN0561.The modeled gravity was interpolated from observed gravity values.
 EN0561
 EN0561;                    North         East    Units  Estimated Accuracy
 EN0561;SPC TX N     - 1,079,850.      173,740.      MT  (+/- 180 meters Scaled)
 EN0561
 EN0561                          SUPERSEDED SURVEY CONTROL
 EN0561
 EN0561  NGVD 29 (??/??/92) 1083.403  (m)         3554.46   (f) ADJ UNCH    2 0
 EN0561
 EN0561.Superseded values are not recommended for survey control.
 EN0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0561.See file dsdata.txt to determine how the superseded data were derived.
 EN0561
 EN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD448454(NAD 83)
 EN0561_MARKER: DB = BENCH MARK DISK
 EN0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0561_STAMPING: X 569 1935
 EN0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0561+STABILITY: SURFACE MOTION
 EN0561
 EN0561  HISTORY     - Date     Condition        Report By
 EN0561  HISTORY     - 1935     MONUMENTED       CGS
 EN0561  HISTORY     - 1943     GOOD             NGS
 EN0561  HISTORY     - 1965     MARK NOT FOUND   USGS
 EN0561
 EN0561                          STATION DESCRIPTION
 EN0561
 EN0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0561'5.4 MI E FROM HAPPY.
 EN0561'5.4 MILES EAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0561'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0561'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 0.4 MILE
 EN0561'EAST.  IT IS 0.6 MILE NORTHWEST OF A SMALL RANCH HOUSE AND A WINDMILL,
 EN0561'0.6 MILE WEST OF A SHARP CURVE TO THE SOUTH, 0.4 MILE EAST OF A SHARP
 EN0561'CURVE TO THE NORTH, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 4
 EN0561'FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED X 569
 EN0561'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EN0561
 EN0561                          STATION RECOVERY (1965)
 EN0561
 EN0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0358 ***********************************************************************
 AM0358  DESIGNATION -  X 571 RESET 1961
 AM0358  PID         -  AM0358
 AM0358  STATE/COUNTY-  TX/MATAGORDA
 AM0358  USGS QUAD   -  SARGENT (1972)
 AM0358
 AM0358                         *CURRENT SURVEY CONTROL
 AM0358  ___________________________________________________________________
 AM0358* NAD 83(1986)-  28 52 22.     (N)    095 40 03.     (W)     SCALED    
 AM0358* NAVD 88     -         3.80   (+/-2cm)      12.5    (feet)  VERTCON   
 AM0358  ___________________________________________________________________
 AM0358  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AM0358
 AM0358  VERT ORDER  -  THIRD (See Below)
 AM0358
 AM0358.The horizontal coordinates were scaled from a topographic map and have
 AM0358.an estimated accuracy of +/- 6 seconds.
 AM0358
 AM0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0358.The vertical order pertains to the NGVD 29 superseded value.
 AM0358
 AM0358.The geoid height was determined by GEOID03.
 AM0358
 AM0358;                    North         East    Units  Estimated Accuracy
 AM0358;SPC TXSC     - 4,119,830.      925,030.      MT  (+/- 180 meters Scaled)
 AM0358
 AM0358                          SUPERSEDED SURVEY CONTROL
 AM0358
 AM0358  NGVD 29 (??/??/??)    3.83   (m)           12.6    (f) RESET       3  
 AM0358
 AM0358.Superseded values are not recommended for survey control.
 AM0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0358.See file dsdata.txt to determine how the superseded data were derived.
 AM0358
 AM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM398968(NAD 83)
 AM0358_MARKER: DB = BENCH MARK DISK
 AM0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0358_STAMPING: X 571 RESET 1961
 AM0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0358+STABILITY: SURFACE MOTION
 AM0358
 AM0358  HISTORY     - Date     Condition        Report By
 AM0358  HISTORY     - 1961     MONUMENTED       CGS
 AM0358  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AM0358
 AM0358                          STATION DESCRIPTION
 AM0358
 AM0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AM0358'2.5 MI NW FROM SARGENT.
 AM0358'ABOUT 2.5 MILES NORTHWEST ALONG F.M. ROAD NO. 457 FROM THE CENTER OF
 AM0358'SARGENT, UNDER THE SOUTHWEST RIGHT-OF-WAY FENCE AND A WITNESS SIGN, 6
 AM0358'FEET EAST OF A TRIPLE-BRACED POWER POLE AND 15 YARDS SOUTHEAST OF THE
 AM0358'CENTER OF A GATE AND ROAD ENTERING THE 5 X RANCH.  IT IS ACROSS THE
 AM0358'HIGHWAY SOUTHWEST FROM THE T ROAD TO THE NORTH TO CEDAR LAKE.  A
 AM0358'STANDARD DISK STAMPED X 571 RESET 1961 IN A CONCRETE POST WHICH
 AM0358'PROJECTS ABOUT 4 INCHES.
 AM0358
 AM0358                          STATION RECOVERY (1991)
 AM0358
 AM0358'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0248 ***********************************************************************
 AM0248  DESIGNATION -  X 573
 AM0248  PID         -  AM0248
 AM0248  STATE/COUNTY-  TX/MATAGORDA
 AM0248  USGS QUAD   -  CEDAR LANE (1972)
 AM0248
 AM0248                         *CURRENT SURVEY CONTROL
 AM0248  ___________________________________________________________________
 AM0248* NAD 83(1986)-  28 57 29.     (N)    095 42 02.     (W)     SCALED    
 AM0248* NAVD 88     -         6.58   (+/-2cm)      21.6    (feet)  VERTCON   
 AM0248  ___________________________________________________________________
 AM0248  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0248
 AM0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0248
 AM0248.The horizontal coordinates were scaled from a topographic map and have
 AM0248.an estimated accuracy of +/- 6 seconds.
 AM0248
 AM0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0248.The vertical order pertains to the NGVD 29 superseded value.
 AM0248
 AM0248.The geoid height was determined by GEOID03.
 AM0248
 AM0248;                    North         East    Units  Estimated Accuracy
 AM0248;SPC TXSC     - 4,129,190.      921,540.      MT  (+/- 180 meters Scaled)
 AM0248
 AM0248                          SUPERSEDED SURVEY CONTROL
 AM0248
 AM0248  NGVD 29 (??/??/92)    6.605  (m)           21.67   (f) ADJ UNCH    2 0
 AM0248
 AM0248.Superseded values are not recommended for survey control.
 AM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0248.See file dsdata.txt to determine how the superseded data were derived.
 AM0248
 AM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN368063(NAD 83)
 AM0248_MARKER: DB = BENCH MARK DISK
 AM0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0248_STAMPING: X 573 1941
 AM0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0248+STABILITY: SURFACE MOTION
 AM0248
 AM0248  HISTORY     - Date     Condition        Report By
 AM0248  HISTORY     - 1941     MONUMENTED       CGS
 AM0248  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0248
 AM0248                          STATION DESCRIPTION
 AM0248
 AM0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0248'0.6 MI SE FROM CEDAR LANE.
 AM0248'0.6 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0248'OFFICE AT CEDAR LANE, MATAGORDA COUNTY, THENCE 2.5 MILES NORTHEAST
 AM0248'ALONG A COUNTY ROAD.  0.8 MILE SOUTHWEST OF THE MATAGORDA-BRAZORIA
 AM0248'COUNTY LINE, 0.7 MILE NORTHEAST OF A STEEL-GIRDER BRIDGE OVER CANEY
 AM0248'CREEK, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 64 FEET SOUTH
 AM0248'OF THE CENTER OF THE JUNCTION, 39 FEET SOUTH OF THE CENTERLINE OF THE
 AM0248'COUNTY ROAD, 31 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 2.7 FEET
 AM0248'SOUTHEAST OF A FENCE CORNER, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AM0248'POST, AND LEVEL WITH THE COUNTY ROAD.  A STANDARD DISK, STAMPED X 573
 AM0248'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AM0248'GROUND.
 AM0248
 AM0248                          STATION RECOVERY (2003)
 AM0248
 AM0248'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0248'SIGNIFICANT ROAD AND DITCH GRADING MODIFICATIONS HAVE OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0520 ***********************************************************************
 AX0520  DESIGNATION -  X 574
 AX0520  PID         -  AX0520
 AX0520  STATE/COUNTY-  TX/MATAGORDA
 AX0520  USGS QUAD   -  LANE CITY SE (1980)
 AX0520
 AX0520                         *CURRENT SURVEY CONTROL
 AX0520  ___________________________________________________________________
 AX0520* NAD 83(1986)-  29 05 17.     (N)    096 07 21.     (W)     SCALED    
 AX0520* NAVD 88     -        22.46   (+/-2cm)      73.7    (feet)  VERTCON   
 AX0520  ___________________________________________________________________
 AX0520  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0520
 AX0520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0520
 AX0520.The horizontal coordinates were scaled from a topographic map and have
 AX0520.an estimated accuracy of +/- 6 seconds.
 AX0520
 AX0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0520.The vertical order pertains to the NGVD 29 superseded value.
 AX0520
 AX0520.The geoid height was determined by GEOID03.
 AX0520
 AX0520;                    North         East    Units  Estimated Accuracy
 AX0520;SPC TXSC     - 4,142,500.      880,080.      MT  (+/- 180 meters Scaled)
 AX0520
 AX0520                          SUPERSEDED SURVEY CONTROL
 AX0520
 AX0520  NGVD 29 (??/??/92)   22.476  (m)           73.74   (f) ADJ UNCH    2 0
 AX0520
 AX0520.Superseded values are not recommended for survey control.
 AX0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0520.See file dsdata.txt to determine how the superseded data were derived.
 AX0520
 AX0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT800211(NAD 83)
 AX0520_MARKER: DB = BENCH MARK DISK
 AX0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0520_STAMPING: X 574 1941
 AX0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0520+STABILITY: SURFACE MOTION
 AX0520
 AX0520  HISTORY     - Date     Condition        Report By
 AX0520  HISTORY     - 1941     MONUMENTED       CGS
 AX0520  HISTORY     - 1943     GOOD             CGS
 AX0520
 AX0520                          STATION DESCRIPTION
 AX0520
 AX0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0520'9.7 MI NW FROM MARKHAM.
 AX0520'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STAATON AT MARKHAM--
 AX0520'PROCEED 3.2 MILES NORTH ALONG PAVED ROAD TO THE INTERSECTON OF
 AX0520'CROSSROAD.  THENCE TURN RIGHT AND GO 6.5 MILES ALONG THE ROAD TO
 AX0520'PIERCE TO THE SITE OF THE BENCH MARK.  BENCH MARK IS NEAR THE
 AX0520'SOUTHWEST CORNER OF YARD AROUND A SMALL HOUSE, 120.0 FEET SOUTH OF
 AX0520'INTERSECTION OF DRIVEWAY AND 30.0 FEET EAST OF AND ABOUT THE SAME
 AX0520'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 9.0 FEET SOUTH OF
 AX0520'FENCE CORNER, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0
 AX0520'FOOT WEST OF RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.8 FOOT.
 AX0520
 AX0520                          STATION RECOVERY (1943)
 AX0520
 AX0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0520'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0520'STATION AT MARKHAM, PROCEED 3.15 MILES NORTHWESTERLY ALONG A PAVED
 AX0520'ROAD TO AN OILED SIDE ROAD INTERSECTION LEADING NORTH TO PIERCE,
 AX0520'THENCE 6.65 MILES NORTHERLY ALONG AN OILED AND DIRT ROAD TO SITE OF
 AX0520'BENCH MARK. BENCH MARK IS ABOUT 61.0 FEET SOUTHWEST OF THE SOUTHWEST
 AX0520'CORNER OF AN UNPAINTED FRAME FARM HOUSE, AND 30.0 FEET EAST OF AND
 AX0520'ABOUT 0.5 FOOT BELOW THE CENTER- LINE OF ROAD. IT IS 9.6 FEET SOUTH
 AX0520'OF A FENCE CORNER, 0.4 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND 3.4
 AX0520'FEET NORTH OF A 4 X 4 INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.9
 AX0520'FOOT. A DISK SET IN THE TOP OF A CONCRETE POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0324 ***********************************************************************
 AN0324  DESIGNATION -  X 576
 AN0324  PID         -  AN0324
 AN0324  STATE/COUNTY-  TX/MATAGORDA
 AN0324  USGS QUAD   -  MARKHAM (1995)
 AN0324
 AN0324                         *CURRENT SURVEY CONTROL
 AN0324  ___________________________________________________________________
 AN0324* NAD 83(1986)-  28 59 46.     (N)    096 06 57.     (W)     SCALED    
 AN0324* NAVD 88     -        16.63   (+/-2cm)      54.6    (feet)  VERTCON   
 AN0324  ___________________________________________________________________
 AN0324  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN0324
 AN0324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0324
 AN0324.The horizontal coordinates were scaled from a topographic map and have
 AN0324.an estimated accuracy of +/- 6 seconds.
 AN0324
 AN0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0324.The vertical order pertains to the NGVD 29 superseded value.
 AN0324
 AN0324.The geoid height was determined by GEOID03.
 AN0324
 AN0324;                    North         East    Units  Estimated Accuracy
 AN0324;SPC TXSC     - 4,132,330.      880,980.      MT  (+/- 180 meters Scaled)
 AN0324
 AN0324                          SUPERSEDED SURVEY CONTROL
 AN0324
 AN0324  NGVD 29 (??/??/92)   16.654  (m)           54.64   (f) ADJ UNCH    2 0
 AN0324
 AN0324.Superseded values are not recommended for survey control.
 AN0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0324.See file dsdata.txt to determine how the superseded data were derived.
 AN0324
 AN0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT809109(NAD 83)
 AN0324_MARKER: DB = BENCH MARK DISK
 AN0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0324_SP_SET: CULVERT
 AN0324_STAMPING: X 576 1941
 AN0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0324
 AN0324  HISTORY     - Date     Condition        Report By
 AN0324  HISTORY     - 1941     MONUMENTED
 AN0324  HISTORY     - 1943     GOOD             NGS
 AN0324  HISTORY     - 1991     GOOD             USPSQD
 AN0324  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0324
 AN0324                          STATION DESCRIPTION
 AN0324
 AN0324'DESCRIBED 1941
 AN0324'1.3 MI E FROM CLEMVILLE.
 AN0324'ABOUT 1.3 MILES EAST ALONG A PAVED ROAD FROM THE ROAD INTERSECTION AT
 AN0324'CLEMVILLE, MATAGORDA COUNTY, AT A 5- BY 5-FOOT CONCRETE BOX CULVERT,
 AN0324'AT THE NORTH HEAD WALL, IN THE TOP OF THE EAST WING WALL, 16 FEET
 AN0324'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE
 AN0324'ROAD.  A TEXAS RECLAMATION DEPARTMENT STANDARD DISK, STAMPED X 576
 AN0324'1941.
 AN0324
 AN0324                          STATION RECOVERY (1943)
 AN0324
 AN0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AN0324'RECOVERED IN GOOD CONDITION.
 AN0324
 AN0324                          STATION RECOVERY (1991)
 AN0324
 AN0324'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0324'RECOVERED IN GOOD CONDITION.
 AN0324
 AN0324                          STATION RECOVERY (1999)
 AN0324
 AN0324'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0571 ***********************************************************************
 AX0571  DESIGNATION -  X 577
 AX0571  PID         -  AX0571
 AX0571  STATE/COUNTY-  TX/WHARTON
 AX0571  USGS QUAD   -  EL CAMPO SE (1981)
 AX0571
 AX0571                         *CURRENT SURVEY CONTROL
 AX0571  ___________________________________________________________________
 AX0571* NAD 83(1986)-  29 01 16.     (N)    096 21 20.     (W)     SCALED    
 AX0571* NAVD 88     -        20.63   (+/-2cm)      67.7    (feet)  VERTCON   
 AX0571  ___________________________________________________________________
 AX0571  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0571
 AX0571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0571
 AX0571.The horizontal coordinates were scaled from a topographic map and have
 AX0571.an estimated accuracy of +/- 6 seconds.
 AX0571
 AX0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0571.The vertical order pertains to the NGVD 29 superseded value.
 AX0571
 AX0571.The geoid height was determined by GEOID03.
 AX0571
 AX0571;                    North         East    Units  Estimated Accuracy
 AX0571;SPC TXSC     - 4,134,550.      857,570.      MT  (+/- 180 meters Scaled)
 AX0571
 AX0571                          SUPERSEDED SURVEY CONTROL
 AX0571
 AX0571  NGVD 29 (??/??/92)   20.645  (m)           67.73   (f) ADJ UNCH    2 0
 AX0571
 AX0571.Superseded values are not recommended for survey control.
 AX0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0571.See file dsdata.txt to determine how the superseded data were derived.
 AX0571
 AX0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT575132(NAD 83)
 AX0571_MARKER: DB = BENCH MARK DISK
 AX0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0571_STAMPING: X 577 1941
 AX0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0571+STABILITY: SURFACE MOTION
 AX0571
 AX0571  HISTORY     - Date     Condition        Report By
 AX0571  HISTORY     - 1941     MONUMENTED       CGS
 AX0571  HISTORY     - 1964     POOR             USGS
 AX0571
 AX0571                          STATION DESCRIPTION
 AX0571
 AX0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0571'8.1 MI S FROM LOUISE.
 AX0571'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AX0571'LOUISE-- PROCEED ON STATE HIGHWAY 59, 1.1 MILES TO INTERSECTION OF
 AX0571'ROAD TO FRANCITAS.  THENCE TURN LEFT (SOUTHEASTERLY) ON ROAD TO
 AX0571'FRANCITAS AND GO 7.0 MILES TO AN T ROAD INTERSECTION AND SITE OF MARK.
 AX0571'BENCH MARK IS NEAR THE INTERSECTION OF A T ROAD RUNNING EAST ABOUT
 AX0571'145.0 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 31.0 FEET
 AX0571'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX0571'ROAD, 2.0 FEET EAST OF A 4X4 INCH WOODEN MARKER POST AND 1.0 FOOT
 AX0571'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.5
 AX0571'FOOT.  STAMPED X 577 1941.  NOTE-- POST IS LOOSE IN THE GROUND AND
 AX0571'TILTED ABOUT 30 DEGREES FROM VERTICAL.
 AX0571
 AX0571                          STATION RECOVERY (1964)
 AX0571
 AX0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX0571'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0557 ***********************************************************************
 AX0557  DESIGNATION -  X 578
 AX0557  PID         -  AX0557
 AX0557  STATE/COUNTY-  TX/WHARTON
 AX0557  USGS QUAD   -  EL CAMPO SE (1981)
 AX0557
 AX0557                         *CURRENT SURVEY CONTROL
 AX0557  ___________________________________________________________________
 AX0557* NAD 83(1986)-  29 03 22.     (N)    096 15 28.     (W)     SCALED    
 AX0557* NAVD 88     -        22.59   (+/-2cm)      74.1    (feet)  VERTCON   
 AX0557  ___________________________________________________________________
 AX0557  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0557
 AX0557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0557
 AX0557.The horizontal coordinates were scaled from a topographic map and have
 AX0557.an estimated accuracy of +/- 6 seconds.
 AX0557
 AX0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0557.The vertical order pertains to the NGVD 29 superseded value.
 AX0557
 AX0557.The geoid height was determined by GEOID03.
 AX0557
 AX0557;                    North         East    Units  Estimated Accuracy
 AX0557;SPC TXSC     - 4,138,650.      867,000.      MT  (+/- 180 meters Scaled)
 AX0557
 AX0557                          SUPERSEDED SURVEY CONTROL
 AX0557
 AX0557  NGVD 29 (??/??/92)   22.610  (m)           74.18   (f) ADJ UNCH    2 0
 AX0557
 AX0557.Superseded values are not recommended for survey control.
 AX0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0557.See file dsdata.txt to determine how the superseded data were derived.
 AX0557
 AX0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT670173(NAD 83)
 AX0557_MARKER: DB = BENCH MARK DISK
 AX0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0557_SP_SET: CULVERT
 AX0557_STAMPING: X 578 1941
 AX0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0557
 AX0557  HISTORY     - Date     Condition        Report By
 AX0557  HISTORY     - 1941     MONUMENTED       CGS
 AX0557
 AX0557                          STATION DESCRIPTION
 AX0557
 AX0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0557'3.0 MI W FROM DANEVANG.
 AX0557'TO REACH FROM CROSSROAD AT DANEVANG-- PROCEED 3.0 MILES WESTERLY ALONG
 AX0557'GRADED ROAD TO THE INTERSECTION OF CROSSROAD AND THE SITE OF THE BENCH
 AX0557'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF
 AX0557'THE EAST HEADWALL OF A 4X6 FOOT CONCRETE BOX CULVERT UNDER NORTH-SOUTH
 AX0557'ROAD.  IT IS 20.0 FEET SOUTH OF AND ABOUT 1.5 FEET ABOVE THE
 AX0557'CENTERLINE OF THE EAST-WEST ROAD.  MARK IS STAMPED, X 578 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0253 ***********************************************************************
 AN0253  DESIGNATION -  X 579
 AN0253  PID         -  AN0253
 AN0253  STATE/COUNTY-  TX/MATAGORDA
 AN0253  USGS QUAD   -  MARKHAM (1995)
 AN0253
 AN0253                         *CURRENT SURVEY CONTROL
 AN0253  ___________________________________________________________________
 AN0253* NAD 83(1986)-  28 58 08.     (N)    096 02 15.     (W)     SCALED    
 AN0253* NAVD 88     -        15.85   (+/-2cm)      52.0    (feet)  VERTCON   
 AN0253  ___________________________________________________________________
 AN0253  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN0253
 AN0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0253
 AN0253.The horizontal coordinates were scaled from a topographic map and have
 AN0253.an estimated accuracy of +/- 6 seconds.
 AN0253
 AN0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0253.The vertical order pertains to the NGVD 29 superseded value.
 AN0253
 AN0253.The geoid height was determined by GEOID03.
 AN0253
 AN0253;                    North         East    Units  Estimated Accuracy
 AN0253;SPC TXSC     - 4,129,510.      888,690.      MT  (+/- 180 meters Scaled)
 AN0253
 AN0253                          SUPERSEDED SURVEY CONTROL
 AN0253
 AN0253  NGVD 29 (??/??/92)   15.874  (m)           52.08   (f) ADJ UNCH    2 0
 AN0253
 AN0253.Superseded values are not recommended for survey control.
 AN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0253.See file dsdata.txt to determine how the superseded data were derived.
 AN0253
 AN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT887081(NAD 83)
 AN0253_MARKER: DB = BENCH MARK DISK
 AN0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0253_SP_SET: BRIDGE
 AN0253_STAMPING: X 579 1941
 AN0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0253
 AN0253  HISTORY     - Date     Condition        Report By
 AN0253  HISTORY     - 1941     MONUMENTED
 AN0253  HISTORY     - 1941     GOOD             NGS
 AN0253  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0253  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0253
 AN0253                          STATION DESCRIPTION
 AN0253
 AN0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AN0253'2.3 MI E FROM MARKHAM.
 AN0253'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0253'ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, AT THE EAST END
 AN0253'OF A CONCRETE BRIDGE OVER A SMALL CREEK, IN THE TOP OF THE NORTH WALL,
 AN0253'14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 AN0253'THE HIGHWAY.  A TEXAS RECLAMATION DEPARTMENT STANDARD DISK, STAMPED X
 AN0253'579 1941.
 AN0253
 AN0253                          STATION RECOVERY (1991)
 AN0253
 AN0253'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0253'MARK NOT FOUND.
 AN0253
 AN0253                          STATION RECOVERY (1999)
 AN0253
 AN0253'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0415 ***********************************************************************
 AN0415  DESIGNATION -  X 580
 AN0415  PID         -  AN0415
 AN0415  STATE/COUNTY-  TX/CALHOUN
 AN0415  USGS QUAD   -  SEADRIFT (1973)
 AN0415
 AN0415                         *CURRENT SURVEY CONTROL
 AN0415  ___________________________________________________________________
 AN0415* NAD 83(1986)-  28 25 36.     (N)    096 43 10.     (W)     SCALED    
 AN0415* NAVD 88     -         3.62   (+/-2cm)      11.9    (feet)  VERTCON   
 AN0415  ___________________________________________________________________
 AN0415  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0415
 AN0415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0415
 AN0415.The horizontal coordinates were scaled from a topographic map and have
 AN0415.an estimated accuracy of +/- 6 seconds.
 AN0415
 AN0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0415.The vertical order pertains to the NGVD 29 superseded value.
 AN0415
 AN0415.The geoid height was determined by GEOID03.
 AN0415
 AN0415;                    North         East    Units  Estimated Accuracy
 AN0415;SPC TXSC     - 4,067,940.      823,410.      MT  (+/- 180 meters Scaled)
 AN0415
 AN0415                          SUPERSEDED SURVEY CONTROL
 AN0415
 AN0415  NGVD 29 (??/??/92)    3.743  (m)           12.28   (f) ADJ UNCH    2 0
 AN0415
 AN0415.Superseded values are not recommended for survey control.
 AN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0415.See file dsdata.txt to determine how the superseded data were derived.
 AN0415
 AN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS233465(NAD 83)
 AN0415_MARKER: DB = BENCH MARK DISK
 AN0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0415_STAMPING: X 580 1942
 AN0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0415+STABILITY: SURFACE MOTION
 AN0415
 AN0415  HISTORY     - Date     Condition        Report By
 AN0415  HISTORY     - 1942     MONUMENTED       CGS
 AN0415  HISTORY     - 19980725 GOOD             USPSQD
 AN0415
 AN0415                          STATION DESCRIPTION
 AN0415
 AN0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0415'1.2 MI W FROM SEADRIFT.
 AN0415'1.2 MILES WEST AND NORTH ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS,
 AN0415'BROWNSVILLE AND MEXICO RAILWAY STATION AT SEADRIFT, CALHOUN COUNTY,
 AN0415'1.0 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY 238, 0.3 MILE
 AN0415'NORTH OF A SLIGHT CURVE, 50 FEET WEST OF THE CENTERLINE OF THE TRACK,
 AN0415'30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF A
 AN0415'MESQUITE TREE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 AN0415'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED X 580 1942 AND SET IN THE
 AN0415'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0415
 AN0415                          STATION RECOVERY (1998)
 AN0415
 AN0415'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0261 ***********************************************************************
 AN0261  DESIGNATION -  X 581 RESET 1960
 AN0261  PID         -  AN0261
 AN0261  STATE/COUNTY-  TX/MATAGORDA
 AN0261  USGS QUAD   -  BLESSING SE (1995)
 AN0261
 AN0261                         *CURRENT SURVEY CONTROL
 AN0261  ___________________________________________________________________
 AN0261* NAD 83(1986)-  28 47 10.     (N)    096 06 50.     (W)     SCALED    
 AN0261* NAVD 88     -         6.58   (+/-2cm)      21.6    (feet)  VERTCON   
 AN0261  ___________________________________________________________________
 AN0261  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN0261
 AN0261  VERT ORDER  -  THIRD (See Below)
 AN0261
 AN0261.The horizontal coordinates were scaled from a topographic map and have
 AN0261.an estimated accuracy of +/- 6 seconds.
 AN0261
 AN0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0261.The vertical order pertains to the NGVD 29 superseded value.
 AN0261
 AN0261.The geoid height was determined by GEOID03.
 AN0261
 AN0261;                    North         East    Units  Estimated Accuracy
 AN0261;SPC TXSC     - 4,109,070.      881,740.      MT  (+/- 180 meters Scaled)
 AN0261
 AN0261                          SUPERSEDED SURVEY CONTROL
 AN0261
 AN0261  NGVD 29 (??/??/??)    6.63   (m)           21.8    (f) RESET       3  
 AN0261
 AN0261.Superseded values are not recommended for survey control.
 AN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0261.See file dsdata.txt to determine how the superseded data were derived.
 AN0261
 AN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS817877(NAD 83)
 AN0261_MARKER: DB = BENCH MARK DISK
 AN0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0261_STAMPING: X 581 RESET 1960
 AN0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0261+STABILITY: SURFACE MOTION
 AN0261
 AN0261  HISTORY     - Date     Condition        Report By
 AN0261  HISTORY     - 1960     MONUMENTED       CGS
 AN0261  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0261
 AN0261                          STATION DESCRIPTION
 AN0261
 AN0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AN0261'0.6 MI E FROM SIMPSONVILLE.
 AN0261'TO REACH FROM THE INTERSECTION OF F.M. ROADS 521 AND 1095 AT
 AN0261'SIMPSONVILLE (TIN TOP), GO EAST ON NO.521 0.6 MILE TO THE MARK ON THE
 AN0261'LEFT.  IT IS A STANDARD DISK STAMPED X 581 RESET 1960 IN A CONCRETE
 AN0261'POST WHICH PROJECTS ABOUT 2 INCHES, 2 FEET SOUTH OF THE NORTH
 AN0261'RIGHT-OF-WAY LINE, 2 FEET WEST OF A POWER POLE AND ABOUT 75 FEET
 AN0261'NORTHWEST OF A CULVERT, IN THE EDGE OF A CULTIVATED FIELD.
 AN0261
 AN0261                          STATION RECOVERY (1991)
 AN0261
 AN0261'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0294 ***********************************************************************
 AN0294  DESIGNATION -  X 582
 AN0294  PID         -  AN0294
 AN0294  STATE/COUNTY-  TX/MATAGORDA
 AN0294  USGS QUAD   -  PALACIOS NE (1995)
 AN0294
 AN0294                         *CURRENT SURVEY CONTROL
 AN0294  ___________________________________________________________________
 AN0294* NAD 83(1986)-  28 44 45.     (N)    096 06 28.     (W)     SCALED    
 AN0294* NAVD 88     -         6.93   (+/-2cm)      22.7    (feet)  VERTCON   
 AN0294  ___________________________________________________________________
 AN0294  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN0294
 AN0294  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0294
 AN0294.The horizontal coordinates were scaled from a topographic map and have
 AN0294.an estimated accuracy of +/- 6 seconds.
 AN0294
 AN0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0294.The vertical order pertains to the NGVD 29 superseded value.
 AN0294
 AN0294.The geoid height was determined by GEOID03.
 AN0294
 AN0294;                    North         East    Units  Estimated Accuracy
 AN0294;SPC TXSC     - 4,104,620.      882,450.      MT  (+/- 180 meters Scaled)
 AN0294
 AN0294                          SUPERSEDED SURVEY CONTROL
 AN0294
 AN0294  NGVD 29 (??/??/92)    6.990  (m)           22.93   (f) ADJ UNCH    2 0
 AN0294
 AN0294.Superseded values are not recommended for survey control.
 AN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0294.See file dsdata.txt to determine how the superseded data were derived.
 AN0294
 AN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS824832(NAD 83)
 AN0294_MARKER: DB = BENCH MARK DISK
 AN0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0294_STAMPING: X 582 1941
 AN0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0294+STABILITY: SURFACE MOTION
 AN0294
 AN0294  HISTORY     - Date     Condition        Report By
 AN0294  HISTORY     - 1941     MONUMENTED       CGS
 AN0294
 AN0294                          STATION DESCRIPTION
 AN0294
 AN0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0294'IN CITRUS GROVE.
 AN0294'AT CITRUS GROVE, MATAGORDA COUNTY, ON AN EAST-AND-WEST ROAD, 160 FEET
 AN0294'WEST OF A TWO-STORY WHITE HOUSE ON THE NORTH SIDE OF THE ROAD, 100
 AN0294'FEET WEST OF THE T-JUNCTION OF A ROAD LEADING NORTH, 38.3 FEET NORTH
 AN0294'OF THE CENTER LINE OF THE ROAD, IN A FENCE CORNER, 1.9 FEET EAST OF
 AN0294'THE NORTH-AND-SOUTH FENCE, 1.7 FEET NORTH OF THE EAST-AND-WEST FENCE,
 AN0294'3.5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.
 AN0294'A STANDARD DISK, STAMPED X 582 1941 AND SET IN THE TOP OF A CONCRETE
 AN0294'POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0217 ***********************************************************************
 AN0217  DESIGNATION -  X 583
 AN0217  PID         -  AN0217
 AN0217  STATE/COUNTY-  TX/MATAGORDA
 AN0217  USGS QUAD   -  PALACIOS (1995)
 AN0217
 AN0217                         *CURRENT SURVEY CONTROL
 AN0217  ___________________________________________________________________
 AN0217* NAD 83(1986)-  28 42 33.     (N)    096 12 36.     (W)     SCALED    
 AN0217* NAVD 88     -         1.12   (+/-2cm)       3.7    (feet)  VERTCON   
 AN0217  ___________________________________________________________________
 AN0217  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN0217
 AN0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0217
 AN0217.The horizontal coordinates were scaled from a topographic map and have
 AN0217.an estimated accuracy of +/- 6 seconds.
 AN0217
 AN0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0217.The vertical order pertains to the NGVD 29 superseded value.
 AN0217
 AN0217.The geoid height was determined by GEOID03.
 AN0217
 AN0217;                    North         East    Units  Estimated Accuracy
 AN0217;SPC TXSC     - 4,100,320.      872,570.      MT  (+/- 180 meters Scaled)
 AN0217
 AN0217                          SUPERSEDED SURVEY CONTROL
 AN0217
 AN0217  NGVD 29 (??/??/92)    1.185  (m)            3.89   (f) ADJ UNCH    2 0
 AN0217
 AN0217.Superseded values are not recommended for survey control.
 AN0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0217.See file dsdata.txt to determine how the superseded data were derived.
 AN0217
 AN0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS725789(NAD 83)
 AN0217_MARKER: DB = BENCH MARK DISK
 AN0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0217_SP_SET: CULVERT
 AN0217_STAMPING: X 583 1941
 AN0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0217
 AN0217  HISTORY     - Date     Condition        Report By
 AN0217  HISTORY     - 1941     MONUMENTED       CGS
 AN0217  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0217
 AN0217                          STATION DESCRIPTION
 AN0217
 AN0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0217'0.9 MI NE FROM PALACIOS.
 AN0217'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0217'ORLEANS RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, AT THE NORTH
 AN0217'CITY LIMITS, 4 FEET NORTH OF THE CITY LIMIT SIGN, AT THE EAST END OF A
 AN0217'3- BY 3-FOOT DOUBLE-BOX CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF
 AN0217'THE SOUTH WING WALL.  A STANDARD DISK, STAMPED X 583 1941.
 AN0217
 AN0217                          STATION RECOVERY (1991)
 AN0217
 AN0217'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0127 ***********************************************************************
 AN0127  DESIGNATION -  X 584
 AN0127  PID         -  AN0127
 AN0127  STATE/COUNTY-  TX/JACKSON
 AN0127  USGS QUAD   -  FRANCITAS (1995)
 AN0127
 AN0127                         *CURRENT SURVEY CONTROL
 AN0127  ___________________________________________________________________
 AN0127* NAD 83(1986)-  28 46 45.     (N)    096 19 52.     (W)     SCALED    
 AN0127* NAVD 88     -         7.93   (+/-2cm)      26.0    (feet)  VERTCON   
 AN0127  ___________________________________________________________________
 AN0127  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0127
 AN0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0127
 AN0127.The horizontal coordinates were scaled from a topographic map and have
 AN0127.an estimated accuracy of +/- 6 seconds.
 AN0127
 AN0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0127.The vertical order pertains to the NGVD 29 superseded value.
 AN0127
 AN0127.The geoid height was determined by GEOID03.
 AN0127
 AN0127;                    North         East    Units  Estimated Accuracy
 AN0127;SPC TXSC     - 4,107,800.      860,560.      MT  (+/- 180 meters Scaled)
 AN0127
 AN0127                          SUPERSEDED SURVEY CONTROL
 AN0127
 AN0127  NGVD 29 (??/??/92)    8.00   (m)           26.2    (f) COMPUTED    2 0
 AN0127
 AN0127.Superseded values are not recommended for survey control.
 AN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0127.See file dsdata.txt to determine how the superseded data were derived.
 AN0127
 AN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS605864(NAD 83)
 AN0127_MARKER: DB = BENCH MARK DISK
 AN0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0127_STAMPING: X-584 1942
 AN0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0127+STABILITY: SURFACE MOTION
 AN0127
 AN0127  HISTORY     - Date     Condition        Report By
 AN0127  HISTORY     - 1942     MONUMENTED       CGS
 AN0127
 AN0127                          STATION DESCRIPTION
 AN0127
 AN0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0127'6.9 MI SW FROM FRANCITAS.
 AN0127'TO REACH FROM MISSOURI PACIFIC R.R. STATION AT FRANCITAS-- GO
 AN0127'SOUTHWESTERLY 2.2 MILES ALONG PILED ROAD TO FORK IN ROAD, THENCE
 AN0127'SOUTHERLY (LEFT) 3.8 MILES ALONG SHELL SURFACED ROAD TO CROSS ROAD,
 AN0127'THENCE WESTERLY (RIGHT) 0.9 MILES TO SCHOOL HOUSE AND SITE OF MARK.
 AN0127'BENCH MARK IS IN SOUTHWEST CORNER OF INTERSECTION, 202.0 FT. NORTHWEST
 AN0127'OF DEUTSCHBURG SCHOOLHOUSE.  59.6 FT. SOUTHEAST OF CENTERLINE OF T
 AN0127'ROAD INTERSECTION.  4.0 FT. WEST OF 4X4 WOODEN MARKER POST. MONUMENT
 AN0127'PROJECTS 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0128 ***********************************************************************
 AN0128  DESIGNATION -  X 584 RESET 1954
 AN0128  PID         -  AN0128
 AN0128  STATE/COUNTY-  TX/JACKSON
 AN0128  USGS QUAD   -  FRANCITAS (1995)
 AN0128
 AN0128                         *CURRENT SURVEY CONTROL
 AN0128  ___________________________________________________________________
 AN0128* NAD 83(1986)-  28 46 45.     (N)    096 19 52.     (W)     SCALED    
 AN0128* NAVD 88     -         7.88   (+/-2cm)      25.9    (feet)  VERTCON   
 AN0128  ___________________________________________________________________
 AN0128  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0128
 AN0128  VERT ORDER  -  THIRD (See Below)
 AN0128
 AN0128.The horizontal coordinates were scaled from a topographic map and have
 AN0128.an estimated accuracy of +/- 6 seconds.
 AN0128
 AN0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0128.The vertical order pertains to the NGVD 29 superseded value.
 AN0128
 AN0128.The geoid height was determined by GEOID03.
 AN0128
 AN0128;                    North         East    Units  Estimated Accuracy
 AN0128;SPC TXSC     - 4,107,800.      860,560.      MT  (+/- 180 meters Scaled)
 AN0128
 AN0128                          SUPERSEDED SURVEY CONTROL
 AN0128
 AN0128  NGVD 29 (??/??/??)    7.95   (m)           26.1    (f) RESET       3  
 AN0128
 AN0128.Superseded values are not recommended for survey control.
 AN0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0128.See file dsdata.txt to determine how the superseded data were derived.
 AN0128
 AN0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS605864(NAD 83)
 AN0128_MARKER: DB = BENCH MARK DISK
 AN0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0128_STAMPING: X 584 RESET 1954
 AN0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0128+STABILITY: SURFACE MOTION
 AN0128
 AN0128  HISTORY     - Date     Condition        Report By
 AN0128  HISTORY     - 1954     MONUMENTED       TXHD
 AN0128
 AN0128                          STATION DESCRIPTION
 AN0128
 AN0128'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0128'6.9 MI SW FROM FRANCITAS.
 AN0128'2.2 MILES SOUTH ALONG A SHELL ROAD FROM THE ST. LOUIS, BROWNSVILLE AND
 AN0128'MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY, THENCE 3.8 MILES
 AN0128'SOUTH ALONG A COUNTY ROAD, AND THENCE WEST 0.9 MILE ALONG
 AN0128'FARM-TO-MARKET HIGHWAY 1862.  AT THE DEUTSCHBURG SCHOOL, 185 FEET
 AN0128'ALONG A DRAINAGE DITCH FROM THE SCHOOLHOUSE, AND 65 FEET SOUTHEAST OF
 AN0128'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 584 RESET
 AN0128'1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AN0128'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0107 ***********************************************************************
 AH0107  DESIGNATION -  X 585
 AH0107  PID         -  AH0107
 AH0107  STATE/COUNTY-  TX/NUECES
 AH0107  USGS QUAD   -  ANNAVILLE (1975)
 AH0107
 AH0107                         *CURRENT SURVEY CONTROL
 AH0107  ___________________________________________________________________
 AH0107* NAD 83(1986)-  27 47 02.     (N)    097 35 17.     (W)     SCALED    
 AH0107* NAVD 88     -        17.710  (meters)      58.10   (feet)  ADJUSTED  
 AH0107  ___________________________________________________________________
 AH0107  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0107  DYNAMIC HT  -          17.683 (meters)      58.02  (feet)  COMP
 AH0107  MODELED GRAV-     979,121.4   (mgal)                       NAVD 88
 AH0107
 AH0107  VERT ORDER  -  FIRST     CLASS II
 AH0107
 AH0107.The horizontal coordinates were scaled from a topographic map and have
 AH0107.an estimated accuracy of +/- 6 seconds.
 AH0107
 AH0107.The orthometric height was determined by differential leveling
 AH0107.and adjusted by the National Geodetic Survey in June 1991..
 AH0107
 AH0107.The geoid height was determined by GEOID03.
 AH0107
 AH0107.The dynamic height is computed by dividing the NAVD 88
 AH0107.geopotential number by the normal gravity value computed on the
 AH0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0107.degrees latitude (g = 980.6199 gals.).
 AH0107
 AH0107.The modeled gravity was interpolated from observed gravity values.
 AH0107
 AH0107;                    North         East    Units  Estimated Accuracy
 AH0107;SPC TX S     - 5,234,900.      389,880.      MT  (+/- 180 meters Scaled)
 AH0107
 AH0107                          SUPERSEDED SURVEY CONTROL
 AH0107
 AH0107  NGVD 29 (??/??/92)   17.842  (m)           58.54   (f) ADJ UNCH    1 2
 AH0107
 AH0107.Superseded values are not recommended for survey control.
 AH0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0107.See file dsdata.txt to determine how the superseded data were derived.
 AH0107
 AH0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR391740(NAD 83)
 AH0107_MARKER: DB = BENCH MARK DISK
 AH0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0107_STAMPING: X 585 1942
 AH0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0107+STABILITY: SURFACE MOTION
 AH0107
 AH0107  HISTORY     - Date     Condition        Report By
 AH0107  HISTORY     - 1942     MONUMENTED       CGS
 AH0107  HISTORY     - 1959     GOOD             NGS
 AH0107  HISTORY     - 1968     GOOD             NGS
 AH0107  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0107  HISTORY     - 20010728 GOOD             USPSQD
 AH0107
 AH0107                          STATION DESCRIPTION
 AH0107
 AH0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0107'3.2 MI W FROM CLARKWOOD.
 AH0107'ABOUT 3.2 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE CITY
 AH0107'WATER TANK, ABOUT 0.5 MILE EAST OF THE VIOLET SIDING SIGN, 79 FEET
 AH0107'SOUTH AND ACROSS THE TRACKS FROM MILEPOST 150, 34 FEET SOUTH OF THE
 AH0107'SOUTH RAIL, 42 FEET NORTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE
 AH0107'OF STATE HIGHWAY 44, 53 FEET EAST OF THE CENTER LINE OF A PRIVATE
 AH0107'DRIVEWAY, 7 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 0.8 FEET NORTH OF
 AH0107'A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 4 FEET
 AH0107'BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 AH0107'PROJECTING 2 INCHES.
 AH0107
 AH0107                          STATION RECOVERY (1968)
 AH0107
 AH0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AH0107'RECOVERED IN GOOD CONDITION.
 AH0107
 AH0107                          STATION RECOVERY (1978)
 AH0107
 AH0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0107'NOT RECOVERED THIS DATE.
 AH0107
 AH0107                          STATION RECOVERY (2001)
 AH0107
 AH0107'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0303 ***********************************************************************
 AM0303  DESIGNATION -  X 586
 AM0303  PID         -  AM0303
 AM0303  STATE/COUNTY-  TX/BRAZORIA
 AM0303  USGS QUAD   -  JONES CREEK (1974)
 AM0303
 AM0303                         *CURRENT SURVEY CONTROL
 AM0303  ___________________________________________________________________
 AM0303* NAD 83(1986)-  28 57 47.     (N)    095 23 37.     (W)     SCALED    
 AM0303* NAVD 88     -         2.51   (+/-2cm)       8.2    (feet)  VERTCON   
 AM0303  ___________________________________________________________________
 AM0303  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AM0303
 AM0303  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0303
 AM0303.The horizontal coordinates were scaled from a topographic map and have
 AM0303.an estimated accuracy of +/- 6 seconds.
 AM0303
 AM0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0303.The vertical order pertains to the NGVD 29 superseded value.
 AM0303
 AM0303.The geoid height was determined by GEOID03.
 AM0303
 AM0303;                    North         East    Units  Estimated Accuracy
 AM0303;SPC TXSC     - 4,130,620.      951,430.      MT  (+/- 180 meters Scaled)
 AM0303
 AM0303                          SUPERSEDED SURVEY CONTROL
 AM0303
 AM0303  NGVD 29 (??/??/92)    2.54   (m)            8.3    (f) COMPUTED    1 2
 AM0303
 AM0303.Superseded values are not recommended for survey control.
 AM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0303.See file dsdata.txt to determine how the superseded data were derived.
 AM0303
 AM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN667062(NAD 83)
 AM0303_MARKER: DB = BENCH MARK DISK
 AM0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0303_SP_SET: CULVERT
 AM0303_STAMPING: X 586 1942
 AM0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0303
 AM0303  HISTORY     - Date     Condition        Report By
 AM0303  HISTORY     - 1942     MONUMENTED       CGS
 AM0303  HISTORY     - 1943     GOOD             NGS
 AM0303  HISTORY     - 1971     GOOD             NGS
 AM0303  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0303
 AM0303                          STATION DESCRIPTION
 AM0303
 AM0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0303'3.0 MI W FROM FREEPORT.
 AM0303'TO REACH FROM THE FREEPORT CITY WATER TANK AT FREEPORT.  PROCEED
 AM0303'WESTERLY ON STATE HIGHWAY NO. 36 AND GO 3.0 MILES TO A MULTIPUL-ARCH
 AM0303'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE
 AM0303'NORTHWEST OF THE DRAW-BRIDGE OVER THE BRAZOS RIVER, ABOUT 0.1 MILE
 AM0303'NORTHWEST OF A ROAD LEADING SOUTH, 115.0 FEET EAST OF A DRIVE LEADING
 AM0303'TO A TWO-STORY HOUSE OF THE NORTHEAST SIDE OF THE ROAD, 16.0 FEET
 AM0303'NORTHEAST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF THE ROAD AND
 AM0303'SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF THE CONCRETE
 AM0303'CULVERT.
 AM0303
 AM0303                          STATION RECOVERY (1971)
 AM0303
 AM0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AM0303'RECOVERED IN GOOD CONDITION.
 AM0303
 AM0303                          STATION RECOVERY (1994)
 AM0303
 AM0303'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0055 ***********************************************************************
 AM0055  DESIGNATION -  X 586 RESET 1957
 AM0055  PID         -  AM0055
 AM0055  STATE/COUNTY-  TX/BRAZORIA
 AM0055  USGS QUAD   -  JONES CREEK (1974)
 AM0055
 AM0055                         *CURRENT SURVEY CONTROL
 AM0055  ___________________________________________________________________
 AM0055* NAD 83(1986)-  28 57 47.     (N)    095 23 36.     (W)     SCALED    
 AM0055* NAVD 88     -         2.20   (+/-2cm)       7.2    (feet)  VERTCON   
 AM0055  ___________________________________________________________________
 AM0055  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AM0055
 AM0055  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0055
 AM0055.The horizontal coordinates were scaled from a topographic map and have
 AM0055.an estimated accuracy of +/- 6 seconds.
 AM0055
 AM0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0055.The vertical order pertains to the NGVD 29 superseded value.
 AM0055
 AM0055.The geoid height was determined by GEOID03.
 AM0055
 AM0055;                    North         East    Units  Estimated Accuracy
 AM0055;SPC TXSC     - 4,130,620.      951,460.      MT  (+/- 180 meters Scaled)
 AM0055
 AM0055                          SUPERSEDED SURVEY CONTROL
 AM0055
 AM0055  NGVD 29 (??/??/92)    2.225  (m)            7.30   (f) ADJ UNCH    1 1
 AM0055
 AM0055.Superseded values are not recommended for survey control.
 AM0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0055.See file dsdata.txt to determine how the superseded data were derived.
 AM0055
 AM0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN667062(NAD 83)
 AM0055_MARKER: DB = BENCH MARK DISK
 AM0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0055_SP_SET: CULVERT
 AM0055_STAMPING: X 586 RESET 1957
 AM0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0055
 AM0055  HISTORY     - Date     Condition        Report By
 AM0055  HISTORY     - 1957     MONUMENTED       CGS
 AM0055  HISTORY     - 1977     GOOD             NGS
 AM0055  HISTORY     - 1978     GOOD             NGS
 AM0055  HISTORY     - 19940416 GOOD             USPSQD
 AM0055  HISTORY     - 20010428 GOOD             USPSQD
 AM0055
 AM0055                          STATION DESCRIPTION
 AM0055
 AM0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AM0055'3 MI NW FROM FREEPORT.
 AM0055'3 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE FREEPORT CITY WATER
 AM0055'TANK, 1.0 MILE NORTHWEST OF A DRAWBRIDGE OVER THE BRAZOS RIVER, 0.1
 AM0055'MILE NORTHWEST OF A ROAD LEADING SOUTH AND 115.0 FEET EAST OF A
 AM0055'DRIVEWAY LEADING TO A TWO-STORY HOUSE ON THE NORTHEAST SIDE OF THE
 AM0055'HIGHWAY.  IT IS SET IN THE TOP OF THE WEST END OF THE NORTHEAST
 AM0055'HEADWALL OF A CONCRETE MULTIPLE BOX CULVERT UNDER THE HIGHWAY, 25 FEET
 AM0055'NORTHEAST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 AM0055'NOTE-- THE DATE IS NOT STAMPED ON THE MARK AS INDICATED IN THE
 AM0055'DESCRIPTION.
 AM0055
 AM0055                          STATION RECOVERY (1977)
 AM0055
 AM0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0055'RECOVERED IN GOOD CONDITION.
 AM0055
 AM0055                          STATION RECOVERY (1978)
 AM0055
 AM0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0055'RECOVERED IN GOOD CONDITION.
 AM0055
 AM0055                          STATION RECOVERY (1994)
 AM0055
 AM0055'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0055'RECOVERED IN GOOD CONDITION.
 AM0055
 AM0055                          STATION RECOVERY (2001)
 AM0055
 AM0055'RECOVERY NOTE BY US POWER SQUADRON 2001
 AM0055'MARKER HAS TX DOT STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0312 ***********************************************************************
 AH0312  DESIGNATION -  X 587
 AH0312  PID         -  AH0312
 AH0312  STATE/COUNTY-  TX/SAN PATRICIO
 AH0312  USGS QUAD   -  TAFT (1975)
 AH0312
 AH0312                         *CURRENT SURVEY CONTROL
 AH0312  ___________________________________________________________________
 AH0312* NAD 83(1986)-  27 53 19.     (N)    097 26 32.     (W)     SCALED    
 AH0312* NAVD 88     -        17.57   (+/-2cm)      57.6    (feet)  VERTCON   
 AH0312  ___________________________________________________________________
 AH0312  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AH0312
 AH0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0312
 AH0312.The horizontal coordinates were scaled from a topographic map and have
 AH0312.an estimated accuracy of +/- 6 seconds.
 AH0312
 AH0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0312.The vertical order pertains to the NGVD 29 superseded value.
 AH0312
 AH0312.The geoid height was determined by GEOID03.
 AH0312
 AH0312;                    North         East    Units  Estimated Accuracy
 AH0312;SPC TX S     - 5,246,620.      404,150.      MT  (+/- 180 meters Scaled)
 AH0312
 AH0312                          SUPERSEDED SURVEY CONTROL
 AH0312
 AH0312  NGVD 29 (??/??/92)   17.761  (m)           58.27   (f) ADJ UNCH    2 0
 AH0312
 AH0312.Superseded values are not recommended for survey control.
 AH0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0312.See file dsdata.txt to determine how the superseded data were derived.
 AH0312
 AH0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR533858(NAD 83)
 AH0312_MARKER: DB = BENCH MARK DISK
 AH0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0312_STAMPING: X 587 1942
 AH0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0312+STABILITY: SURFACE MOTION
 AH0312
 AH0312  HISTORY     - Date     Condition        Report By
 AH0312  HISTORY     - 1942     MONUMENTED       CGS
 AH0312  HISTORY     - 1949     GOOD             NGS
 AH0312  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0312
 AH0312                          STATION DESCRIPTION
 AH0312
 AH0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0312'7.9 MI W FROM PORTLAND.
 AH0312'TO REACH FROM THE POST OFFICE AT PORTLAND-- PROCEED 7.9 MILES WESTERLY
 AH0312'ALONG OILED ROAD TOWARDS WHITE POINT TO THE SITE OF THE BENCH MARK.
 AH0312'BENCH MARK IS AT THE END OF OILED ROAD, ABOUT 0.8 MILE EAST OF
 AH0312'INTERSECTION OF NORTH-SOUTH ROAD AT DRAINAGE DITCH AND 34.0 FEET
 AH0312'SOUTHWEST OF THE CENTER OF INTERSECTION OF SECTION LINE CROSSROAD. IT
 AH0312'IS 34.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AH0312'OF THE ROAD, 21.0 FEET WEST OF THE CENTERLINE OF THE CROSSROAD, 3.0
 AH0312'FEET WEST OF THE NORTHEAST CORNER OF FENCE AROUND PIPE STORAGE YARD,
 AH0312'4.5 FEET WEST OF POWER LINE POLE WHERE LINE MAKES RIGHT ANGLE TURN,
 AH0312'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 0.7 FOOT NORTH OF
 AH0312'FENCE.  THE MONUMENT PROJECTS 0.5 FEET.
 AH0312
 AH0312                          STATION RECOVERY (1949)
 AH0312
 AH0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0312'RECOVERED IN GOOD CONDITION.
 AH0312
 AH0312                          STATION RECOVERY (1996)
 AH0312
 AH0312'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0321 ***********************************************************************
 AH0321  DESIGNATION -  X 589
 AH0321  PID         -  AH0321
 AH0321  STATE/COUNTY-  TX/NUECES
 AH0321  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0321
 AH0321                         *CURRENT SURVEY CONTROL
 AH0321  ___________________________________________________________________
 AH0321* NAD 83(1986)-  27 48 46.     (N)    097 25 50.     (W)     SCALED    
 AH0321* NAVD 88     -         7.86   (+/-2cm)      25.8    (feet)  VERTCON   
 AH0321  ___________________________________________________________________
 AH0321  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0321
 AH0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0321
 AH0321.The horizontal coordinates were scaled from a topographic map and have
 AH0321.an estimated accuracy of +/- 6 seconds.
 AH0321
 AH0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0321.The vertical order pertains to the NGVD 29 superseded value.
 AH0321
 AH0321.The geoid height was determined by GEOID03.
 AH0321
 AH0321;                    North         East    Units  Estimated Accuracy
 AH0321;SPC TX S     - 5,238,230.      405,370.      MT  (+/- 180 meters Scaled)
 AH0321
 AH0321                          SUPERSEDED SURVEY CONTROL
 AH0321
 AH0321  NGVD 29 (??/??/92)    8.059  (m)           26.44   (f) ADJ UNCH    2 0
 AH0321
 AH0321.Superseded values are not recommended for survey control.
 AH0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0321.See file dsdata.txt to determine how the superseded data were derived.
 AH0321
 AH0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR545774(NAD 83)
 AH0321_MARKER: DB = BENCH MARK DISK
 AH0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0321_STAMPING: X 589 1942
 AH0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0321+STABILITY: SURFACE MOTION
 AH0321
 AH0321  HISTORY     - Date     Condition        Report By
 AH0321  HISTORY     - 1942     MONUMENTED       CGS
 AH0321  HISTORY     - 1949     GOOD             NGS
 AH0321
 AH0321                          STATION DESCRIPTION
 AH0321
 AH0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0321'2.3 MI W FROM CORPUS CHRISTI.
 AH0321'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT CORPUS
 AH0321'CHRISTI-- PROCEED 2.3 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AH0321'RAILROAD BRANCH LINE (S.A.U. AND G.) TO THE SITE OF THE BENCH MARK.
 AH0321'BENCH MARK IS AT GRADE CROSSING, 15.0 FEET SOUTH OF THE CENTERLINE OF
 AH0321'THE TRACKS AND 15.6 FEET EAST OF THE CENTERLINE OF OILED ROAD LEADING
 AH0321'TO THE SOUTHERN ALKALI CO. PLANT.  IT IS SET HORIZONTALLY IN CONCRETE
 AH0321'BASE OF RAILROAD SIGNAL.
 AH0321
 AH0321                          STATION RECOVERY (1949)
 AH0321
 AH0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0979 ***********************************************************************
 AH0979  DESIGNATION -  X 590
 AH0979  PID         -  AH0979
 AH0979  STATE/COUNTY-  TX/NUECES
 AH0979  USGS QUAD   -  KINGSVILLE NW (1979)
 AH0979
 AH0979                         *CURRENT SURVEY CONTROL
 AH0979  ___________________________________________________________________
 AH0979* NAD 83(1986)-  27 43 39.     (N)    097 54 19.     (W)     SCALED    
 AH0979* NAVD 88     -        34.931  (meters)     114.60   (feet)  ADJUSTED  
 AH0979  ___________________________________________________________________
 AH0979  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH0979  DYNAMIC HT  -          34.877 (meters)     114.43  (feet)  COMP
 AH0979  MODELED GRAV-     979,103.0   (mgal)                       NAVD 88
 AH0979
 AH0979  VERT ORDER  -  FIRST     CLASS II
 AH0979
 AH0979.The horizontal coordinates were scaled from a topographic map and have
 AH0979.an estimated accuracy of +/- 6 seconds.
 AH0979
 AH0979.The orthometric height was determined by differential leveling
 AH0979.and adjusted by the National Geodetic Survey in June 1991..
 AH0979
 AH0979.The geoid height was determined by GEOID03.
 AH0979
 AH0979.The dynamic height is computed by dividing the NAVD 88
 AH0979.geopotential number by the normal gravity value computed on the
 AH0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0979.degrees latitude (g = 980.6199 gals.).
 AH0979
 AH0979.The modeled gravity was interpolated from observed gravity values.
 AH0979
 AH0979;                    North         East    Units  Estimated Accuracy
 AH0979;SPC TX S     - 5,228,470.      358,640.      MT  (+/- 180 meters Scaled)
 AH0979
 AH0979                          SUPERSEDED SURVEY CONTROL
 AH0979
 AH0979  NGVD 29 (??/??/92)   35.039  (m)          114.96   (f) ADJ UNCH    1 2
 AH0979
 AH0979.Superseded values are not recommended for survey control.
 AH0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0979.See file dsdata.txt to determine how the superseded data were derived.
 AH0979
 AH0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR079674(NAD 83)
 AH0979_MARKER: DB = BENCH MARK DISK
 AH0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0979_STAMPING: X 590 1942
 AH0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0979+STABILITY: SURFACE MOTION
 AH0979
 AH0979  HISTORY     - Date     Condition        Report By
 AH0979  HISTORY     - 1942     MONUMENTED       CGS
 AH0979  HISTORY     - 1951     GOOD             NGS
 AH0979  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0979  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0979
 AH0979                          STATION DESCRIPTION
 AH0979
 AH0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0979'4.35 MI SE FROM AGUA DULCE.
 AH0979'0.6 MILE EAST ALONG A GRAVELED ROAD FROM THE TEXAS MEXICAN RAILROAD
 AH0979'STATION AT AGUA DULCE, THENCE 3.75 MILES SOUTH ALONG AN ASPHALT ROAD,
 AH0979'0.1 MILE SOUTH OF THE SOUTH END OF A CURVE IN THE ROAD, 0.1 MILE
 AH0979'SOUTHEAST OF A FARMHOUSE WHICH IS ON THE WEST SIDE OF THE ROAD, 39
 AH0979'FEET EAST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF A TELEPHONE
 AH0979'POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AH0979'GROUND.
 AH0979
 AH0979                          STATION RECOVERY (1975)
 AH0979
 AH0979'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0979'MARK NOT FOUND.
 AH0979
 AH0979                          STATION RECOVERY (2001)
 AH0979
 AH0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0979'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0423 ***********************************************************************
 AN0423  DESIGNATION -  X 591
 AN0423  PID         -  AN0423
 AN0423  STATE/COUNTY-  TX/CALHOUN
 AN0423  USGS QUAD   -  SEADRIFT (1973)
 AN0423
 AN0423                         *CURRENT SURVEY CONTROL
 AN0423  ___________________________________________________________________
 AN0423* NAD 83(1986)-  28 24 54.     (N)    096 39 54.     (W)     SCALED    
 AN0423* NAVD 88     -         3.95   (+/-2cm)      13.0    (feet)  VERTCON   
 AN0423  ___________________________________________________________________
 AN0423  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN0423
 AN0423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0423
 AN0423.The horizontal coordinates were scaled from a topographic map and have
 AN0423.an estimated accuracy of +/- 6 seconds.
 AN0423
 AN0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0423.The vertical order pertains to the NGVD 29 superseded value.
 AN0423
 AN0423.The geoid height was determined by GEOID03.
 AN0423
 AN0423;                    North         East    Units  Estimated Accuracy
 AN0423;SPC TXSC     - 4,066,750.      828,770.      MT  (+/- 180 meters Scaled)
 AN0423
 AN0423                          SUPERSEDED SURVEY CONTROL
 AN0423
 AN0423  NGVD 29 (??/??/92)    4.067  (m)           13.34   (f) ADJ UNCH    2 0
 AN0423
 AN0423.Superseded values are not recommended for survey control.
 AN0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0423.See file dsdata.txt to determine how the superseded data were derived.
 AN0423
 AN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS287453(NAD 83)
 AN0423_MARKER: DB = BENCH MARK DISK
 AN0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0423_STAMPING: X 591 1942
 AN0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0423+STABILITY: SURFACE MOTION
 AN0423
 AN0423  HISTORY     - Date     Condition        Report By
 AN0423  HISTORY     - 1942     MONUMENTED       CGS
 AN0423  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0423
 AN0423                          STATION DESCRIPTION
 AN0423
 AN0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0423'2.8 MI E FROM SEADRIFT.
 AN0423'2.8 MILES EAST ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS, BROWNSVILLE
 AN0423'AND MEXICO RAILWAY STATION AT SEADRIFT, CALHOUN COUNTY, 0.2 MILE EAST
 AN0423'OF SOME STOCK PENS, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 21
 AN0423'FEET WEST OF A GATE IN THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE
 AN0423'WOODEN WITNESS POST, 1 FOOT NORTH OF THE FENCE, AND LEVEL WITH THE
 AN0423'HIGHWAY.  A STANDARD DISK, STAMPED X 591 1942 AND SET IN THE TOP OF A
 AN0423'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0423
 AN0423                          STATION RECOVERY (1998)
 AN0423
 AN0423'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0345 ***********************************************************************
 AN0345  DESIGNATION -  X 593
 AN0345  PID         -  AN0345
 AN0345  STATE/COUNTY-  TX/REFUGIO
 AN0345  USGS QUAD   -  TIVOLI (1973)
 AN0345
 AN0345                         *CURRENT SURVEY CONTROL
 AN0345  ___________________________________________________________________
 AN0345* NAD 83(1986)-  28 27 19.     (N)    096 53 17.     (W)     SCALED    
 AN0345* NAVD 88     -         9.38   (+/-2cm)      30.8    (feet)  VERTCON   
 AN0345  ___________________________________________________________________
 AN0345  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0345
 AN0345  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0345
 AN0345.The horizontal coordinates were scaled from a topographic map and have
 AN0345.an estimated accuracy of +/- 6 seconds.
 AN0345
 AN0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0345.The vertical order pertains to the NGVD 29 superseded value.
 AN0345
 AN0345.The geoid height was determined by GEOID03.
 AN0345
 AN0345;                    North         East    Units  Estimated Accuracy
 AN0345;SPC TXSC     - 4,070,800.      806,840.      MT  (+/- 180 meters Scaled)
 AN0345
 AN0345                          SUPERSEDED SURVEY CONTROL
 AN0345
 AN0345  NGVD 29 (??/??/92)    9.51   (m)           31.2    (f) COMPUTED    2 0
 AN0345
 AN0345.Superseded values are not recommended for survey control.
 AN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0345.See file dsdata.txt to determine how the superseded data were derived.
 AN0345
 AN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS067494(NAD 83)
 AN0345_MARKER: DB = BENCH MARK DISK
 AN0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0345_SP_SET: CULVERT
 AN0345_STAMPING: X 593 1942
 AN0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0345
 AN0345  HISTORY     - Date     Condition        Report By
 AN0345  HISTORY     - 1942     MONUMENTED       CGS
 AN0345  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN0345  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0345
 AN0345                          STATION DESCRIPTION
 AN0345
 AN0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0345'IN TIVOLI.
 AN0345'BENCH MARK IS AT THE INTERSECTION OF STATE HIGHWAY NO. 113, SET
 AN0345'HORIZONTALLY IN TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 AN0345'CONCRETE CULVERT UNDER HIGHWAY NO. 113.  IT IS 36.0 FEET WEST OF THE
 AN0345'CENTERLINE OF STATE HIGHWAY NO. 35, 15.0 FEET NORTH OF THE CENTERLINE
 AN0345'OF STATE HIGHWAY NO. 113.
 AN0345
 AN0345                          STATION RECOVERY (1994)
 AN0345
 AN0345'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0345'MARK NOT FOUND.
 AN0345
 AN0345                          STATION RECOVERY (1999)
 AN0345
 AN0345'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0346 ***********************************************************************
 AN0346  DESIGNATION -  X 593 RESET 1952
 AN0346  PID         -  AN0346
 AN0346  STATE/COUNTY-  TX/REFUGIO
 AN0346  USGS QUAD   -  TIVOLI (1973)
 AN0346
 AN0346                         *CURRENT SURVEY CONTROL
 AN0346  ___________________________________________________________________
 AN0346* NAD 83(1986)-  28 27 19.     (N)    096 53 17.     (W)     SCALED    
 AN0346* NAVD 88     -         9.42   (+/-2cm)      30.9    (feet)  VERTCON   
 AN0346  ___________________________________________________________________
 AN0346  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0346
 AN0346  VERT ORDER  -  THIRD (See Below)
 AN0346
 AN0346.The horizontal coordinates were scaled from a topographic map and have
 AN0346.an estimated accuracy of +/- 6 seconds.
 AN0346
 AN0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0346.The vertical order pertains to the NGVD 29 superseded value.
 AN0346
 AN0346.The geoid height was determined by GEOID03.
 AN0346
 AN0346;                    North         East    Units  Estimated Accuracy
 AN0346;SPC TXSC     - 4,070,800.      806,840.      MT  (+/- 180 meters Scaled)
 AN0346
 AN0346                          SUPERSEDED SURVEY CONTROL
 AN0346
 AN0346  NGVD 29 (01/29/03)    9.55   (m)           31.3    (f) RESET       3  
 AN0346
 AN0346.Superseded values are not recommended for survey control.
 AN0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0346.See file dsdata.txt to determine how the superseded data were derived.
 AN0346
 AN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS067494(NAD 83)
 AN0346_MARKER: DD = SURVEY DISK
 AN0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0346_SP_SET: CULVERT
 AN0346_STAMPING: X 593 RESET 1952
 AN0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0346
 AN0346  HISTORY     - Date     Condition        Report By
 AN0346  HISTORY     - 1952     MONUMENTED       TXHD
 AN0346  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0346  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0346  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AN0346  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0346  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0346  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0346
 AN0346                          STATION DESCRIPTION
 AN0346
 AN0346'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 AN0346'IN TIVOLI.
 AN0346'AT TIVOLI, REFUGIO COUNTY, ON STATE HIGHWAY 35, AT THE JUNCTION OF
 AN0346'STATE HIGHWAY 113, 36.7 FEET WEST OF THE CENTERLINE OF S.H. 35, 35.5
 AN0346'FEET SOUTH OF THE CENTERLINE OF S.H. 113, AT A CONCRETE CULVERT UNDER
 AN0346'S.H. 113, AND IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL.  A
 AN0346'STANDARD DISK, STAMPED X 593 RESET 1952.  NOTE-- THIS BENCH MARK WAS
 AN0346'ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE TEXAS
 AN0346'HIGHWAY DEPARTMENT IN DECEMBER 1952.
 AN0346
 AN0346                          STATION RECOVERY (1988)
 AN0346
 AN0346'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0346'MARK NOT FOUND.
 AN0346
 AN0346                          STATION RECOVERY (1988)
 AN0346
 AN0346'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0346'MARK NOT FOUND.
 AN0346
 AN0346                          STATION RECOVERY (1989)
 AN0346
 AN0346'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0346'MARK NOT FOUND.
 AN0346
 AN0346                          STATION RECOVERY (1990)
 AN0346
 AN0346'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0346'MARK NOT FOUND.
 AN0346
 AN0346                          STATION RECOVERY (1990)
 AN0346
 AN0346'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0346'MARK NOT FOUND.
 AN0346
 AN0346                          STATION RECOVERY (1999)
 AN0346
 AN0346'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0448 ***********************************************************************
 AN0448  DESIGNATION -  X 594
 AN0448  PID         -  AN0448
 AN0448  STATE/COUNTY-  TX/REFUGIO
 AN0448  USGS QUAD   -  TIVOLI (1973)
 AN0448
 AN0448                         *CURRENT SURVEY CONTROL
 AN0448  ___________________________________________________________________
 AN0448* NAD 83(1986)-  28 28 39.     (N)    096 57 27.     (W)     SCALED    
 AN0448* NAVD 88     -        14.55   (+/-2cm)      47.7    (feet)  VERTCON   
 AN0448  ___________________________________________________________________
 AN0448  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0448
 AN0448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0448
 AN0448.The horizontal coordinates were scaled from a topographic map and have
 AN0448.an estimated accuracy of +/- 6 seconds.
 AN0448
 AN0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0448.The vertical order pertains to the NGVD 29 superseded value.
 AN0448
 AN0448.The geoid height was determined by GEOID03.
 AN0448
 AN0448;                    North         East    Units  Estimated Accuracy
 AN0448;SPC TXSC     - 4,073,140.      800,000.      MT  (+/- 180 meters Scaled)
 AN0448
 AN0448                          SUPERSEDED SURVEY CONTROL
 AN0448
 AN0448  NGVD 29 (??/??/92)   14.68   (m)           48.2    (f) COMPUTED    2 0
 AN0448
 AN0448.Superseded values are not recommended for survey control.
 AN0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0448.See file dsdata.txt to determine how the superseded data were derived.
 AN0448
 AN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS999517(NAD 83)
 AN0448_MARKER: DB = BENCH MARK DISK
 AN0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0448_STAMPING: X 594 1942
 AN0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0448+STABILITY: SURFACE MOTION
 AN0448
 AN0448  HISTORY     - Date     Condition        Report By
 AN0448  HISTORY     - 1942     MONUMENTED       CGS
 AN0448  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0448  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN0448  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0448
 AN0448                          STATION DESCRIPTION
 AN0448
 AN0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0448'4.6 MI NW FROM TIVOLI.
 AN0448'4.6 MILES NORTHWEST ALONG STATE HIGHWAY 113 FROM THE INTERSECTION OF
 AN0448'STATE HIGHWAY 35 AT TIVOLI, REFUGIO COUNTY, 110 FEET NORTH ACROSS THE
 AN0448'HIGHWAY, FROM A GATE, 49 FEET NORTHEAST OF THE CENTERLINE OF THE
 AN0448'HIGHWAY, 12 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 3 FEET
 AN0448'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTHWEST OF THE
 AN0448'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 AN0448'STAMPED X 594 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0448'ABOUT 0.6 FOOT ABOVE GROUND.
 AN0448
 AN0448                          STATION RECOVERY (1988)
 AN0448
 AN0448'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0448'MARK NOT FOUND.
 AN0448
 AN0448                          STATION RECOVERY (1994)
 AN0448
 AN0448'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0448'MARK NOT FOUND.
 AN0448
 AN0448                          STATION RECOVERY (1999)
 AN0448
 AN0448'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0385 ***********************************************************************
 AN0385  DESIGNATION -  X 595
 AN0385  PID         -  AN0385
 AN0385  STATE/COUNTY-  TX/ARANSAS
 AN0385  USGS QUAD   -  ST CHARLES BAY (1973)
 AN0385
 AN0385                         *CURRENT SURVEY CONTROL
 AN0385  ___________________________________________________________________
 AN0385* NAD 83(1986)-  28 12 17.     (N)    096 59 24.     (W)     SCALED    
 AN0385* NAVD 88     -         1.91   (+/-2cm)       6.3    (feet)  VERTCON   
 AN0385  ___________________________________________________________________
 AN0385  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN0385
 AN0385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0385
 AN0385.The horizontal coordinates were scaled from a topographic map and have
 AN0385.an estimated accuracy of +/- 6 seconds.
 AN0385
 AN0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0385.The vertical order pertains to the NGVD 29 superseded value.
 AN0385
 AN0385.The geoid height was determined by GEOID03.
 AN0385
 AN0385;                    North         East    Units  Estimated Accuracy
 AN0385;SPC TXSC     - 4,042,860.      797,330.      MT  (+/- 180 meters Scaled)
 AN0385
 AN0385                          SUPERSEDED SURVEY CONTROL
 AN0385
 AN0385  NGVD 29 (??/??/92)    2.039  (m)            6.69   (f) ADJ UNCH    2 0
 AN0385
 AN0385.Superseded values are not recommended for survey control.
 AN0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0385.See file dsdata.txt to determine how the superseded data were derived.
 AN0385
 AN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS972215(NAD 83)
 AN0385_MARKER: DB = BENCH MARK DISK
 AN0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0385_SP_SET: CULVERT
 AN0385_STAMPING: X 595 1942
 AN0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0385
 AN0385  HISTORY     - Date     Condition        Report By
 AN0385  HISTORY     - 1942     MONUMENTED       CGS
 AN0385  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN0385  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0385
 AN0385                          STATION DESCRIPTION
 AN0385
 AN0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0385'13.1 MI N FROM ROCKPORT.
 AN0385'13.1 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN0385'ROCKPORT, ARANSAS COUNTY, 0.9 MILE SOUTH OF THE SOUTH END OF THE
 AN0385'BRIDGE OVER CAVASSO CREEK, AT A 4-BY-10-FOOT CONCRETE-BOX CULVERT, IN
 AN0385'THE TOP OF THE NORTH END OF THE EAST HEADWALL, 16 FEET EAST OF THE
 AN0385'CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A
 AN0385'STANDARD DISK, STAMPED X 595 1942.
 AN0385
 AN0385                          STATION RECOVERY (1987)
 AN0385
 AN0385'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0385'MARK NOT FOUND.
 AN0385
 AN0385                          STATION RECOVERY (1990)
 AN0385
 AN0385'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0084 ***********************************************************************
 AN0084  DESIGNATION -  X 596
 AN0084  PID         -  AN0084
 AN0084  STATE/COUNTY-  TX/JACKSON
 AN0084  USGS QUAD   -  LA WARD (1995)
 AN0084
 AN0084                         *CURRENT SURVEY CONTROL
 AN0084  ___________________________________________________________________
 AN0084* NAD 83(1986)-  28 49 46.     (N)    096 27 52.     (W)     SCALED    
 AN0084* NAVD 88     -        12.29   (+/-2cm)      40.3    (feet)  VERTCON   
 AN0084  ___________________________________________________________________
 AN0084  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN0084
 AN0084  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0084
 AN0084.The horizontal coordinates were scaled from a topographic map and have
 AN0084.an estimated accuracy of +/- 6 seconds.
 AN0084
 AN0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0084.The vertical order pertains to the NGVD 29 superseded value.
 AN0084
 AN0084.The geoid height was determined by GEOID03.
 AN0084
 AN0084;                    North         East    Units  Estimated Accuracy
 AN0084;SPC TXSC     - 4,113,080.      847,420.      MT  (+/- 180 meters Scaled)
 AN0084
 AN0084                          SUPERSEDED SURVEY CONTROL
 AN0084
 AN0084  NGVD 29 (??/??/92)   12.360  (m)           40.55   (f) ADJ UNCH    1 1
 AN0084
 AN0084.Superseded values are not recommended for survey control.
 AN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0084.See file dsdata.txt to determine how the superseded data were derived.
 AN0084
 AN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS474917(NAD 83)
 AN0084_MARKER: DB = BENCH MARK DISK
 AN0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0084_SP_SET: CULVERT
 AN0084_STAMPING: X 596 1942
 AN0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0084
 AN0084  HISTORY     - Date     Condition        Report By
 AN0084  HISTORY     - 1942     MONUMENTED       CGS
 AN0084  HISTORY     - 1972     GOOD             NGS
 AN0084  HISTORY     - 1978     GOOD             NGS
 AN0084
 AN0084                          STATION DESCRIPTION
 AN0084
 AN0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0084'0.95 MI S FROM LA WARD.
 AN0084'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 172 FROM THE CROSSING OF THE
 AN0084'MISSOURI PACIFIC RAILROAD AT LA WARD, 0.15 MILE NORTH OF AN
 AN0084'UNDERGROUND PIPELINE, 16 1/2 FEET WEST OF THE CENTER LINE OF THE
 AN0084'HIGHWAY SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL
 AN0084'OF A 6- X 10-FOOT BOX CULVERT, 1.2 FEET NORTH OF THE SOUTH END OF THE
 AN0084'HEADWALL, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AN0084
 AN0084                          STATION RECOVERY (1978)
 AN0084
 AN0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0758 ***********************************************************************
 AN0758  DESIGNATION -  X 597
 AN0758  PID         -  AN0758
 AN0758  STATE/COUNTY-  TX/CALHOUN
 AN0758  USGS QUAD   -  KAMEY (1995)
 AN0758
 AN0758                         *CURRENT SURVEY CONTROL
 AN0758  ___________________________________________________________________
 AN0758* NAD 83(1986)-  28 40 12.     (N)    096 40 21.     (W)     SCALED    
 AN0758* NAVD 88     -         7.60   (+/-2cm)      24.9    (feet)  VERTCON   
 AN0758  ___________________________________________________________________
 AN0758  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN0758
 AN0758  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0758
 AN0758.The horizontal coordinates were scaled from a topographic map and have
 AN0758.an estimated accuracy of +/- 6 seconds.
 AN0758
 AN0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0758.The vertical order pertains to the NGVD 29 superseded value.
 AN0758
 AN0758.The geoid height was determined by GEOID03.
 AN0758
 AN0758;                    North         East    Units  Estimated Accuracy
 AN0758;SPC TXSC     - 4,094,990.      827,480.      MT  (+/- 180 meters Scaled)
 AN0758
 AN0758                          SUPERSEDED SURVEY CONTROL
 AN0758
 AN0758  NGVD 29 (??/??/92)    7.726  (m)           25.35   (f) ADJ UNCH    1 2
 AN0758
 AN0758.Superseded values are not recommended for survey control.
 AN0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0758.See file dsdata.txt to determine how the superseded data were derived.
 AN0758
 AN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS274736(NAD 83)
 AN0758_MARKER: DB = BENCH MARK DISK
 AN0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0758_STAMPING: X 597 1942
 AN0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0758+STABILITY: SURFACE MOTION
 AN0758
 AN0758  HISTORY     - Date     Condition        Report By
 AN0758  HISTORY     - 1942     MONUMENTED       CGS
 AN0758  HISTORY     - 1950     GOOD             NGS
 AN0758
 AN0758                          STATION DESCRIPTION
 AN0758
 AN0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0758'4.8 MI NW FROM PORT LAVACA.
 AN0758'4.8 MILES NORTHWEST ALONG FARM ROAD 234 FROM THE TEXAS AND NEW ORLEANS
 AN0758'RAILROAD STATION AT PORT LAVACA, AT A SCHOOLHOUSE, 68 FEET EAST OF THE
 AN0758'EAST CORNER OF THE SCHOOLHOUSE, 38 FEET SOUTHWEST OF THE CENTER LINE
 AN0758'OF FARM ROAD 234, 49 FEET NORTHWEST OF THE CENTER LINE OF A NORTHEAST
 AN0758'AND SOUTHWEST ROAD, 6 FEET NORTHWEST OF A TELEPHONE POLE, SET IN THE
 AN0758'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0197 ***********************************************************************
 AJ0197  DESIGNATION -  X 598
 AJ0197  PID         -  AJ0197
 AJ0197  STATE/COUNTY-  TX/DUVAL
 AJ0197  USGS QUAD   -  SAN JOSE (1968)
 AJ0197
 AJ0197                         *CURRENT SURVEY CONTROL
 AJ0197  ___________________________________________________________________
 AJ0197* NAD 83(1986)-  27 34 43.     (N)    098 16 06.     (W)     SCALED    
 AJ0197* NAVD 88     -        91.098  (meters)     298.88   (feet)  ADJUSTED  
 AJ0197  ___________________________________________________________________
 AJ0197  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AJ0197  DYNAMIC HT  -          90.955 (meters)     298.41  (feet)  COMP
 AJ0197  MODELED GRAV-     979,081.0   (mgal)                       NAVD 88
 AJ0197
 AJ0197  VERT ORDER  -  SECOND    CLASS 0
 AJ0197
 AJ0197.The horizontal coordinates were scaled from a topographic map and have
 AJ0197.an estimated accuracy of +/- 6 seconds.
 AJ0197
 AJ0197.The orthometric height was determined by differential leveling
 AJ0197.and adjusted by the National Geodetic Survey in June 1991..
 AJ0197
 AJ0197.The geoid height was determined by GEOID03.
 AJ0197
 AJ0197.The dynamic height is computed by dividing the NAVD 88
 AJ0197.geopotential number by the normal gravity value computed on the
 AJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0197.degrees latitude (g = 980.6199 gals.).
 AJ0197
 AJ0197.The modeled gravity was interpolated from observed gravity values.
 AJ0197
 AJ0197;                    North         East    Units  Estimated Accuracy
 AJ0197;SPC TX S     - 5,211,850.      322,870.      MT  (+/- 180 meters Scaled)
 AJ0197
 AJ0197                          SUPERSEDED SURVEY CONTROL
 AJ0197
 AJ0197  NGVD 29 (??/??/92)   91.174  (m)          299.13   (f) ADJ UNCH    2 0
 AJ0197
 AJ0197.Superseded values are not recommended for survey control.
 AJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0197.See file dsdata.txt to determine how the superseded data were derived.
 AJ0197
 AJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR722507(NAD 83)
 AJ0197_MARKER: DB = BENCH MARK DISK
 AJ0197_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0197_SP_SET: ROCK OUTCROP
 AJ0197_STAMPING: X 598 1942
 AJ0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0197+STABILITY: POSITION/ELEVATION WELL
 AJ0197
 AJ0197  HISTORY     - Date     Condition        Report By
 AJ0197  HISTORY     - 1942     MONUMENTED       CGS
 AJ0197  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0197
 AJ0197                          STATION DESCRIPTION
 AJ0197
 AJ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0197'14.3 MI S FROM SAN DIEGO.
 AJ0197'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0197'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF DIRT ROAD
 AJ0197'LEADING SOUTHERLY.  THENCE, GO 12.8 MILES SOUTHERLY ALONG THE DIRT
 AJ0197'ROAD TO THE INTERSECTION OF CROSSROAD AND SITE OF THE BENCH MARK.
 AJ0197'BENCH MARK IS 72.0 FEET NORTH OF THE CENTERLINE OF CROSSROAD, 46.0
 AJ0197'FEET WEST OF THE CENTERLINE OF THE ROAD AND ABOUT 0.2 MILE NORTH OF A
 AJ0197'CATTLE GUARD.  IT IS SET HORIZONTALLY IN ROCK OUTCROP IN A PASTURE AND
 AJ0197'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AJ0197
 AJ0197                          STATION RECOVERY (1968)
 AJ0197
 AJ0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0205 ***********************************************************************
 AJ0205  DESIGNATION -  X 599
 AJ0205  PID         -  AJ0205
 AJ0205  STATE/COUNTY-  TX/DUVAL
 AJ0205  USGS QUAD   -  BENAVIDES (1968)
 AJ0205
 AJ0205                         *CURRENT SURVEY CONTROL
 AJ0205  ___________________________________________________________________
 AJ0205* NAD 83(1986)-  27 35 40.     (N)    098 24 13.     (W)     SCALED    
 AJ0205* NAVD 88     -       113.488  (meters)     372.34   (feet)  ADJUSTED  
 AJ0205  ___________________________________________________________________
 AJ0205  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AJ0205  DYNAMIC HT  -         113.309 (meters)     371.75  (feet)  COMP
 AJ0205  MODELED GRAV-     979,074.6   (mgal)                       NAVD 88
 AJ0205
 AJ0205  VERT ORDER  -  SECOND    CLASS 0
 AJ0205
 AJ0205.The horizontal coordinates were scaled from a topographic map and have
 AJ0205.an estimated accuracy of +/- 6 seconds.
 AJ0205
 AJ0205.The orthometric height was determined by differential leveling
 AJ0205.and adjusted by the National Geodetic Survey in June 1991..
 AJ0205
 AJ0205.The geoid height was determined by GEOID03.
 AJ0205
 AJ0205.The dynamic height is computed by dividing the NAVD 88
 AJ0205.geopotential number by the normal gravity value computed on the
 AJ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0205.degrees latitude (g = 980.6199 gals.).
 AJ0205
 AJ0205.The modeled gravity was interpolated from observed gravity values.
 AJ0205
 AJ0205;                    North         East    Units  Estimated Accuracy
 AJ0205;SPC TX S     - 5,213,590.      309,520.      MT  (+/- 180 meters Scaled)
 AJ0205
 AJ0205                          SUPERSEDED SURVEY CONTROL
 AJ0205
 AJ0205  NGVD 29 (??/??/92)  113.56   (m)          372.6    (f) COMPUTED    2 0
 AJ0205
 AJ0205.Superseded values are not recommended for survey control.
 AJ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0205.See file dsdata.txt to determine how the superseded data were derived.
 AJ0205
 AJ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR588524(NAD 83)
 AJ0205_MARKER: DB = BENCH MARK DISK
 AJ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0205_STAMPING: W 599 1942
 AJ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0205+STABILITY: SURFACE MOTION
 AJ0205
 AJ0205  HISTORY     - Date     Condition        Report By
 AJ0205  HISTORY     - 1942     MONUMENTED       CGS
 AJ0205  HISTORY     - 1968     GOOD             USGS
 AJ0205
 AJ0205                          STATION DESCRIPTION
 AJ0205
 AJ0205'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0205'0.8 MI SE FROM BENAVIDES.
 AJ0205'BENAVIDES P.O. 0.3 MILE EAST ALONG HWY. 359 TO STREET SOUTH, THENCE
 AJ0205'0.35 MILE SOUTH TO T- RD.  AT SOUTHWEST CORNER OF NEW WATERTOWER
 AJ0205'FENCE.  42 FEET NORTH OF EAST WEST STREET AND 28 FEET EAST OF NORTH
 AJ0205'SOUTH STREET.  STANDARD DISK STAMPED W 599 1942 AND SET IN THE TOP OF
 AJ0205'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0338 ***********************************************************************
 AJ0338  DESIGNATION -  X 600
 AJ0338  PID         -  AJ0338
 AJ0338  STATE/COUNTY-  TX/DUVAL
 AJ0338  USGS QUAD   -  CONCEPCION (1968)
 AJ0338
 AJ0338                         *CURRENT SURVEY CONTROL
 AJ0338  ___________________________________________________________________
 AJ0338* NAD 83(1986)-  27 25 00.     (N)    098 15 55.     (W)     SCALED    
 AJ0338* NAVD 88     -        75.795  (meters)     248.67   (feet)  ADJUSTED  
 AJ0338  ___________________________________________________________________
 AJ0338  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AJ0338  DYNAMIC HT  -          75.675 (meters)     248.28  (feet)  COMP
 AJ0338  MODELED GRAV-     979,073.2   (mgal)                       NAVD 88
 AJ0338
 AJ0338  VERT ORDER  -  SECOND    CLASS 0
 AJ0338
 AJ0338.The horizontal coordinates were scaled from a topographic map and have
 AJ0338.an estimated accuracy of +/- 6 seconds.
 AJ0338
 AJ0338.The orthometric height was determined by differential leveling
 AJ0338.and adjusted by the National Geodetic Survey in June 1991..
 AJ0338
 AJ0338.The geoid height was determined by GEOID03.
 AJ0338
 AJ0338.The dynamic height is computed by dividing the NAVD 88
 AJ0338.geopotential number by the normal gravity value computed on the
 AJ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0338.degrees latitude (g = 980.6199 gals.).
 AJ0338
 AJ0338.The modeled gravity was interpolated from observed gravity values.
 AJ0338
 AJ0338;                    North         East    Units  Estimated Accuracy
 AJ0338;SPC TX S     - 5,193,910.      323,210.      MT  (+/- 180 meters Scaled)
 AJ0338
 AJ0338                          SUPERSEDED SURVEY CONTROL
 AJ0338
 AJ0338  NGVD 29 (??/??/92)   75.892  (m)          248.99   (f) ADJ UNCH    2 0
 AJ0338
 AJ0338.Superseded values are not recommended for survey control.
 AJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0338.See file dsdata.txt to determine how the superseded data were derived.
 AJ0338
 AJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR726328(NAD 83)
 AJ0338_MARKER: DB = BENCH MARK DISK
 AJ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0338_STAMPING: X 600 1942
 AJ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0338+STABILITY: SURFACE MOTION
 AJ0338
 AJ0338  HISTORY     - Date     Condition        Report By
 AJ0338  HISTORY     - 1942     MONUMENTED       CGS
 AJ0338  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0338
 AJ0338                          STATION DESCRIPTION
 AJ0338
 AJ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0338'27.7 MI S FROM SAN DIEGO.
 AJ0338'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0338'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO THE INTERSECTION OF DIRT ROAD
 AJ0338'LEADING SOUTHERLY.  THENCE, GO 26.2 MILES SOUTHERLY ALONG DIRT ROAD
 AJ0338'TOWARDS SANTA CRUZ AND THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AJ0338'ABOUT 0.1 MILE SOUTH OF INTERSECTION OF ROAD LEADING EAST, ABOUT 75.0
 AJ0338'FEET EAST OF A FARM HOUSE AND 28.0 FEET EAST OF THE CENTERLINE OF THE
 AJ0338'ROAD.  IT IS 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0
 AJ0338'FOOT EAST OF FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
 AJ0338
 AJ0338                          STATION RECOVERY (1962)
 AJ0338
 AJ0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1375 ***********************************************************************
 AN1375  DESIGNATION -  X 601
 AN1375  PID         -  AN1375
 AN1375  STATE/COUNTY-  TX/ARANSAS
 AN1375  USGS QUAD   -  ROCKPORT (1979)
 AN1375
 AN1375                         *CURRENT SURVEY CONTROL
 AN1375  ___________________________________________________________________
 AN1375* NAD 83(1986)-  28 01 55.     (N)    097 05 22.     (W)     SCALED    
 AN1375* NAVD 88     -         3.44   (+/-2cm)      11.3    (feet)  VERTCON   
 AN1375  ___________________________________________________________________
 AN1375  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN1375
 AN1375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1375
 AN1375.The horizontal coordinates were scaled from a topographic map and have
 AN1375.an estimated accuracy of +/- 6 seconds.
 AN1375
 AN1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1375.The vertical order pertains to the NGVD 29 superseded value.
 AN1375
 AN1375.The geoid height was determined by GEOID03.
 AN1375
 AN1375;                    North         East    Units  Estimated Accuracy
 AN1375;SPC TXSC     - 4,023,550.      787,880.      MT  (+/- 180 meters Scaled)
 AN1375
 AN1375                          SUPERSEDED SURVEY CONTROL
 AN1375
 AN1375  NGVD 29 (??/??/92)    3.578  (m)           11.74   (f) ADJ UNCH    2 0
 AN1375
 AN1375.Superseded values are not recommended for survey control.
 AN1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1375.See file dsdata.txt to determine how the superseded data were derived.
 AN1375
 AN1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS878022(NAD 83)
 AN1375_MARKER: DB = BENCH MARK DISK
 AN1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1375_STAMPING: X 601 1942
 AN1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1375+STABILITY: SURFACE MOTION
 AN1375
 AN1375  HISTORY     - Date     Condition        Report By
 AN1375  HISTORY     - 1942     MONUMENTED       CGS
 AN1375  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1375
 AN1375                          STATION DESCRIPTION
 AN1375
 AN1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1375'2.0 MI W FROM ROCKPORT.
 AN1375'2.0 MILES WEST ALONG THE OLD BAYSIDE ROAD FROM THE INTERSECTION OF
 AN1375'STATE HIGHWAY 35 AT ROCKPORT, ARANSAS COUNTY, AT THE FIRST TURN IN THE
 AN1375'ROAD, 50 FEET WEST OF A LARGE LIVE OAK TREE, 25 FEET NORTH OF THE
 AN1375'CENTERLINE OF THE ROAD, 10 FEET SOUTH OF A POWERLINE GUY POLE, 3 FEET
 AN1375'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 AN1375'FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED X 601 1942
 AN1375'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN1375'GROUND.
 AN1375
 AN1375                          STATION RECOVERY (1974)
 AN1375
 AN1375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0458 ***********************************************************************
 AN0458  DESIGNATION -  X 602
 AN0458  PID         -  AN0458
 AN0458  STATE/COUNTY-  TX/REFUGIO
 AN0458  USGS QUAD   -  TIVOLI SW (1952)
 AN0458
 AN0458                         *CURRENT SURVEY CONTROL
 AN0458  ___________________________________________________________________
 AN0458* NAD 83(1986)-  28 19 15.     (N)    096 58 28.     (W)     SCALED    
 AN0458* NAVD 88     -         6.99   (+/-2cm)      22.9    (feet)  VERTCON   
 AN0458  ___________________________________________________________________
 AN0458  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN0458
 AN0458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0458
 AN0458.The horizontal coordinates were scaled from a topographic map and have
 AN0458.an estimated accuracy of +/- 6 seconds.
 AN0458
 AN0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0458.The vertical order pertains to the NGVD 29 superseded value.
 AN0458
 AN0458.The geoid height was determined by GEOID03.
 AN0458
 AN0458;                    North         East    Units  Estimated Accuracy
 AN0458;SPC TXSC     - 4,055,750.      798,640.      MT  (+/- 180 meters Scaled)
 AN0458
 AN0458                          SUPERSEDED SURVEY CONTROL
 AN0458
 AN0458  NGVD 29 (??/??/92)    7.116  (m)           23.35   (f) ADJ UNCH    2 0
 AN0458
 AN0458.Superseded values are not recommended for survey control.
 AN0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0458.See file dsdata.txt to determine how the superseded data were derived.
 AN0458
 AN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS985344(NAD 83)
 AN0458_MARKER: DB = BENCH MARK DISK
 AN0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0458_SP_SET: CULVERT
 AN0458_STAMPING: X 602 1942
 AN0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0458
 AN0458  HISTORY     - Date     Condition        Report By
 AN0458  HISTORY     - 1942     MONUMENTED       CGS
 AN0458  HISTORY     - 1988     GOOD             USPSQD
 AN0458  HISTORY     - 1990     GOOD             USPSQD
 AN0458  HISTORY     - 19990726 GOOD             USPSQD
 AN0458
 AN0458                          STATION DESCRIPTION
 AN0458
 AN0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0458'11.9 MI SW FROM TIVOLI.
 AN0458'9.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF STATE
 AN0458'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 2.3 MILES WEST ALONG A COUNTY
 AN0458'ROAD.  AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE
 AN0458'NORTH HEADWALL, 22 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1
 AN0458'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED X 602 1942.
 AN0458
 AN0458                          STATION RECOVERY (1988)
 AN0458
 AN0458'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0458'RECOVERED IN GOOD CONDITION.
 AN0458
 AN0458                          STATION RECOVERY (1990)
 AN0458
 AN0458'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN0458'RECOVERED IN GOOD CONDITION.
 AN0458
 AN0458                          STATION RECOVERY (1999)
 AN0458
 AN0458'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1334 ***********************************************************************
 AN1334  DESIGNATION -  X 603
 AN1334  PID         -  AN1334
 AN1334  STATE/COUNTY-  TX/SAN PATRICIO
 AN1334  USGS QUAD   -  RINCON BEND (1979)
 AN1334
 AN1334                         *CURRENT SURVEY CONTROL
 AN1334  ___________________________________________________________________
 AN1334* NAD 83(1986)-  28 03 32.     (N)    097 19 32.     (W)     SCALED    
 AN1334* NAVD 88     -         9.10   (+/-2cm)      29.9    (feet)  VERTCON   
 AN1334  ___________________________________________________________________
 AN1334  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1334
 AN1334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1334
 AN1334.The horizontal coordinates were scaled from a topographic map and have
 AN1334.an estimated accuracy of +/- 6 seconds.
 AN1334
 AN1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1334.The vertical order pertains to the NGVD 29 superseded value.
 AN1334
 AN1334.The geoid height was determined by GEOID03.
 AN1334
 AN1334;                    North         East    Units  Estimated Accuracy
 AN1334;SPC TX S     - 5,265,590.      415,460.      MT  (+/- 180 meters Scaled)
 AN1334
 AN1334                          SUPERSEDED SURVEY CONTROL
 AN1334
 AN1334  NGVD 29 (??/??/92)    9.26   (m)           30.4    (f) COMPUTED    2 0
 AN1334
 AN1334.Superseded values are not recommended for survey control.
 AN1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1334.See file dsdata.txt to determine how the superseded data were derived.
 AN1334
 AN1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS645048(NAD 83)
 AN1334_MARKER: DB = BENCH MARK DISK
 AN1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1334_STAMPING: X 603 1942
 AN1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1334+STABILITY: SURFACE MOTION
 AN1334
 AN1334  HISTORY     - Date     Condition        Report By
 AN1334  HISTORY     - 1942     MONUMENTED       CGS
 AN1334  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1334
 AN1334                          STATION DESCRIPTION
 AN1334
 AN1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1334'1.0 MI E FROM TAFT.
 AN1334'1.0 MILE EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT TAFT, SAN
 AN1334'PATRICIO COUNTY, 4.0 MILES NORTH ALONG ANOTHER COUNTY ROAD, 3.0 MILES
 AN1334'EAST ALONG A PAVED COUNTY ROAD, AND 1.0 MILE NORTH ALONG A DIRT ROAD.
 AN1334'AT A ROAD INTERSECTION, IN THE SOUTHEAST CORNER OF A YARD AROUND A
 AN1334'FARMHOUSE, 40 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 40 FEET
 AN1334'NORTH OF THE CENTERLINE OF THE CROSS ROAD, 40 FEET SOUTHEAST OF THE
 AN1334'SOUTHEAST CORNER OF THE HOUSE, 6 FEET NORTHWEST OF A POWERLINE POLE, 3
 AN1334'FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AN1334'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED X 603 1942 AND SET IN
 AN1334'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1334
 AN1334                          STATION RECOVERY (1973)
 AN1334
 AN1334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1318 ***********************************************************************
 AN1318  DESIGNATION -  X 604
 AN1318  PID         -  AN1318
 AN1318  STATE/COUNTY-  TX/ARANSAS
 AN1318  USGS QUAD   -  BAYSIDE (1979)
 AN1318
 AN1318                         *CURRENT SURVEY CONTROL
 AN1318  ___________________________________________________________________
 AN1318* NAD 83(1986)-  28 03 59.     (N)    097 13 01.     (W)     SCALED    
 AN1318* NAVD 88     -         0.71   (+/-2cm)       2.3    (feet)  VERTCON   
 AN1318  ___________________________________________________________________
 AN1318  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1318
 AN1318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1318
 AN1318.The horizontal coordinates were scaled from a topographic map and have
 AN1318.an estimated accuracy of +/- 6 seconds.
 AN1318
 AN1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1318.The vertical order pertains to the NGVD 29 superseded value.
 AN1318
 AN1318.The geoid height was determined by GEOID03.
 AN1318
 AN1318;                    North         East    Units  Estimated Accuracy
 AN1318;SPC TXSC     - 4,027,170.      775,290.      MT  (+/- 180 meters Scaled)
 AN1318
 AN1318                          SUPERSEDED SURVEY CONTROL
 AN1318
 AN1318  NGVD 29 (??/??/92)    0.85   (m)            2.8    (f) COMPUTED    2 0
 AN1318
 AN1318.Superseded values are not recommended for survey control.
 AN1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1318.See file dsdata.txt to determine how the superseded data were derived.
 AN1318
 AN1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS752058(NAD 83)
 AN1318_MARKER: DB = BENCH MARK DISK
 AN1318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1318_SP_SET: CULVERT
 AN1318_STAMPING: X 604 1942
 AN1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1318
 AN1318  HISTORY     - Date     Condition        Report By
 AN1318  HISTORY     - 1942     MONUMENTED       CGS
 AN1318
 AN1318                          STATION DESCRIPTION
 AN1318
 AN1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1318'2.1 MI S FROM BAYSIDE.
 AN1318'IN ARANSAS COUNTY, 2.1 MILES SOUTH ALONG THE GREGORY ROAD FROM THE
 AN1318'POST OFFICE AT BAYSIDE, REFUGIO COUNTY, 0.5 MILE SOUTH OF THE
 AN1318'SOUTHEAST END OF THE CAUSEWAY OVER COPANO BAY, NEAR THE MIDDLE OF A
 AN1318'CURVE, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 AN1318'HEADWALL, 15 FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL
 AN1318'WITH THE ROAD.  A STANDARD DISK, STAMPED X 604 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0150 ***********************************************************************
 AH0150  DESIGNATION -  X 605
 AH0150  PID         -  AH0150
 AH0150  STATE/COUNTY-  TX/SAN PATRICIO
 AH0150  USGS QUAD   -  ARANSAS PASS (1975)
 AH0150
 AH0150                         *CURRENT SURVEY CONTROL
 AH0150  ___________________________________________________________________
 AH0150* NAD 83(1986)-  27 53 32.     (N)    097 13 59.     (W)     SCALED    
 AH0150* NAVD 88     -         5.712  (meters)      18.74   (feet)  ADJUSTED  
 AH0150  ___________________________________________________________________
 AH0150  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AH0150  DYNAMIC HT  -           5.704 (meters)      18.71  (feet)  COMP
 AH0150  MODELED GRAV-     979,139.3   (mgal)                       NAVD 88
 AH0150
 AH0150  VERT ORDER  -  FIRST     CLASS I
 AH0150
 AH0150.The horizontal coordinates were scaled from a topographic map and have
 AH0150.an estimated accuracy of +/- 6 seconds.
 AH0150
 AH0150.The orthometric height was determined by differential leveling
 AH0150.and adjusted by the National Geodetic Survey in December 1997..
 AH0150.WARNING-Repeat measurements at this control monument indicate possible
 AH0150.vertical movement.
 AH0150
 AH0150.The geoid height was determined by GEOID03.
 AH0150
 AH0150.The dynamic height is computed by dividing the NAVD 88
 AH0150.geopotential number by the normal gravity value computed on the
 AH0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0150.degrees latitude (g = 980.6199 gals.).
 AH0150
 AH0150.The modeled gravity was interpolated from observed gravity values.
 AH0150
 AH0150;                    North         East    Units  Estimated Accuracy
 AH0150;SPC TX S     - 5,247,210.      424,740.      MT  (+/- 180 meters Scaled)
 AH0150
 AH0150                          SUPERSEDED SURVEY CONTROL
 AH0150
 AH0150  NAVD 88 (06/15/91)    5.720  (m)           18.77   (f) UNKNOWN     1 1
 AH0150  NGVD 29 (??/??/92)    5.894  (m)           19.34   (f) ADJ UNCH    1 1
 AH0150
 AH0150.Superseded values are not recommended for survey control.
 AH0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0150.See file dsdata.txt to determine how the superseded data were derived.
 AH0150
 AH0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR739865(NAD 83)
 AH0150_MARKER: DB = BENCH MARK DISK
 AH0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0150_STAMPING: X 605 1942
 AH0150_MARK LOGO: CGS   
 AH0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0150+STABILITY: SURFACE MOTION
 AH0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0150+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 AH0150
 AH0150  HISTORY     - Date     Condition        Report By
 AH0150  HISTORY     - 1942     MONUMENTED       CGS
 AH0150  HISTORY     - 1959     GOOD             NGS
 AH0150  HISTORY     - 1977     GOOD             NGS
 AH0150  HISTORY     - 1978     GOOD             NGS
 AH0150  HISTORY     - 1984     GOOD             USPSQD
 AH0150  HISTORY     - 1987     GOOD             USPSQD
 AH0150  HISTORY     - 1989     GOOD             USPSQD
 AH0150  HISTORY     - 1989     GOOD             USPSQD
 AH0150  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AH0150  HISTORY     - 19950610 GOOD             USPSQD
 AH0150  HISTORY     - 19970203 GOOD             NGS
 AH0150  HISTORY     - 20010410 GOOD             FRONT
 AH0150
 AH0150                          STATION DESCRIPTION
 AH0150
 AH0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0150'1.7 MI NW FROM INGLESIDE.
 AH0150'ABOUT 1.7 MILES NORTHWEST ALONG FARM ROAD 632 FROM THE POSTOFFICE AT
 AH0150'INGLESIDE, 42 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET
 AH0150'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD,
 AH0150'63 FEET SOUTH OF THE CENTER OF A CROSSING, 10 FEET SOUTHEAST OF A
 AH0150'POLE, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 AH0150'THE LEVEL OF THE TRACKS, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 AH0150'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AH0150
 AH0150                          STATION RECOVERY (1977)
 AH0150
 AH0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0150'RECOVERED IN GOOD CONDITION.
 AH0150
 AH0150                          STATION RECOVERY (1978)
 AH0150
 AH0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0150'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 361 FRON THE JUNCTION WITH
 AH0150'FARM ROAD 1069 AT INGLESIDE, 42 FT NORTHEAST OF THE CENTERLINE
 AH0150'OF HIGHWAY, 37 FT SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN
 AH0150'PACIFIC RAILROAD, 63 FT SOUTHEAST OF CENTER OF THE CROSSING OF
 AH0150'MCCAMPBELL ROAD.
 AH0150
 AH0150                          STATION RECOVERY (1984)
 AH0150
 AH0150'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0150'RECOVERED IN GOOD CONDITION.
 AH0150
 AH0150                          STATION RECOVERY (1987)
 AH0150
 AH0150'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0150'RECOVERED IN GOOD CONDITION.
 AH0150
 AH0150                          STATION RECOVERY (1989)
 AH0150
 AH0150'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0150'RECOVERED IN GOOD CONDITION.
 AH0150
 AH0150                          STATION RECOVERY (1989)
 AH0150
 AH0150'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0150'RECOVERED IN GOOD CONDITION.
 AH0150
 AH0150                          STATION RECOVERY (1991)
 AH0150
 AH0150'RECOVERY NOTE BY US POWER SQUADRON 1991 (RM)
 AH0150'MARK NOT FOUND.
 AH0150
 AH0150                          STATION RECOVERY (1995)
 AH0150
 AH0150'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0150'RECOVERED IN GOOD CONDITION.
 AH0150
 AH0150                          STATION RECOVERY (1997)
 AH0150
 AH0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0150'6.6 KM (4.10 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AH0150'OFFICE IN GREGORY, 18.3 M (60.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AH0150'NORTHBOUND LANES OF THE HIGHWAY, 12.4 M (40.7 FT) SOUTHEAST OF THE
 AH0150'CENTER OF COUNTY ROAD 93, 11.3 M (37.1 FT) SOUTHWEST OF THE NEAR RAIL
 AH0150'OF THE SOUTHERN PACIFIC RAILROAD, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AH0150'THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE
 AH0150'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH0150
 AH0150                          STATION RECOVERY (2001)
 AH0150
 AH0150'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2001 (JLM)
 AH0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1352 ***********************************************************************
 AN1352  DESIGNATION -  X 606
 AN1352  PID         -  AN1352
 AN1352  STATE/COUNTY-  TX/SAN PATRICIO
 AN1352  USGS QUAD   -  RINCON BEND (1979)
 AN1352
 AN1352                         *CURRENT SURVEY CONTROL
 AN1352  ___________________________________________________________________
 AN1352* NAD 83(1986)-  28 00 04.     (N)    097 17 32.     (W)     SCALED    
 AN1352* NAVD 88     -         7.26   (+/-2cm)      23.8    (feet)  VERTCON   
 AN1352  ___________________________________________________________________
 AN1352  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1352
 AN1352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1352
 AN1352.The horizontal coordinates were scaled from a topographic map and have
 AN1352.an estimated accuracy of +/- 6 seconds.
 AN1352
 AN1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1352.The vertical order pertains to the NGVD 29 superseded value.
 AN1352
 AN1352.The geoid height was determined by GEOID03.
 AN1352
 AN1352;                    North         East    Units  Estimated Accuracy
 AN1352;SPC TX S     - 5,259,220.      418,800.      MT  (+/- 180 meters Scaled)
 AN1352
 AN1352                          SUPERSEDED SURVEY CONTROL
 AN1352
 AN1352  NGVD 29 (??/??/92)    7.42   (m)           24.3    (f) COMPUTED    2 0
 AN1352
 AN1352.Superseded values are not recommended for survey control.
 AN1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1352.See file dsdata.txt to determine how the superseded data were derived.
 AN1352
 AN1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR679985(NAD 83)
 AN1352_MARKER: DB = BENCH MARK DISK
 AN1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1352_STAMPING: X 606 1942
 AN1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1352+STABILITY: SURFACE MOTION
 AN1352
 AN1352  HISTORY     - Date     Condition        Report By
 AN1352  HISTORY     - 1942     MONUMENTED       CGS
 AN1352  HISTORY     - 1949     GOOD             NGS
 AN1352  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1352
 AN1352                          STATION DESCRIPTION
 AN1352
 AN1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1352'6.1 MI NE FROM GREGORY.
 AN1352'6.1 MILES NORTHEAST ALONG THE BAYSIDE ROAD FROM THE POST OFFICE AT
 AN1352'GREGORY, SAN PATRICIO COUNTY, 2.5 MILES WEST ALONG A PAVED ROAD.  AT A
 AN1352'INTERSECTION, IN THE SOUTHEAST CORNER OF A YARD AROUND A COTTON GIN,
 AN1352'60 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD, 30 FEET WEST OF THE
 AN1352'CENTERLINE OF THE CROSS ROAD, 5 FEET SOUTHWEST OF A POWERLINE POLE
 AN1352'WITH GUY WIRES, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 3
 AN1352'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 606
 AN1352'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AN1352'GROUND.
 AN1352
 AN1352                          STATION RECOVERY (1974)
 AN1352
 AN1352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0834 ***********************************************************************
 AH0834  DESIGNATION -  X 607 RESET
 AH0834  PID         -  AH0834
 AH0834  STATE/COUNTY-  TX/NUECES
 AH0834  USGS QUAD   -  CONCORDIA (1975)
 AH0834
 AH0834                         *CURRENT SURVEY CONTROL
 AH0834  ___________________________________________________________________
 AH0834* NAD 83(1986)-  27 37 01.     (N)    097 37 45.     (W)     SCALED    
 AH0834* NAVD 88     -        11.198  (meters)      36.74   (feet)  ADJUSTED  
 AH0834  ___________________________________________________________________
 AH0834  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AH0834  DYNAMIC HT  -          11.181 (meters)      36.68  (feet)  COMP
 AH0834  MODELED GRAV-     979,112.7   (mgal)                       NAVD 88
 AH0834
 AH0834  VERT ORDER  -  SECOND    CLASS 0
 AH0834
 AH0834.The horizontal coordinates were scaled from a topographic map and have
 AH0834.an estimated accuracy of +/- 6 seconds.
 AH0834
 AH0834.The orthometric height was determined by differential leveling
 AH0834.and adjusted by the National Geodetic Survey in June 1991..
 AH0834
 AH0834.The geoid height was determined by GEOID03.
 AH0834
 AH0834.The dynamic height is computed by dividing the NAVD 88
 AH0834.geopotential number by the normal gravity value computed on the
 AH0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0834.degrees latitude (g = 980.6199 gals.).
 AH0834
 AH0834.The modeled gravity was interpolated from observed gravity values.
 AH0834
 AH0834;                    North         East    Units  Estimated Accuracy
 AH0834;SPC TX S     - 5,216,380.      385,950.      MT  (+/- 180 meters Scaled)
 AH0834
 AH0834                          SUPERSEDED SURVEY CONTROL
 AH0834
 AH0834  NGVD 29 (??/??/92)   11.337  (m)           37.19   (f) ADJ UNCH    2 0
 AH0834
 AH0834.Superseded values are not recommended for survey control.
 AH0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0834.See file dsdata.txt to determine how the superseded data were derived.
 AH0834
 AH0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR352555(NAD 83)
 AH0834_MARKER: DB = BENCH MARK DISK
 AH0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0834_STAMPING: X 607 RESET 1942
 AH0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0834+STABILITY: SURFACE MOTION
 AH0834
 AH0834  HISTORY     - Date     Condition        Report By
 AH0834  HISTORY     - 1942     MONUMENTED       CGS
 AH0834  HISTORY     - 1951     GOOD             NGS
 AH0834  HISTORY     - 1954     MARK NOT FOUND   USGS
 AH0834
 AH0834                          STATION DESCRIPTION
 AH0834
 AH0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0834'4.1 MI S FROM PETRONILLA.
 AH0834'4.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE GRADE SCHOOL AT
 AH0834'PETRONILLA, AT A JUNCTION WITH A ROAD LEADING WEST, 39 FEET WEST OF
 AH0834'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 40 FEET SOUTH OF THE CENTER
 AH0834'LINE OF A ROAD LEADING WEST, 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AH0834'OF A LARGE CONCRETE CULVERT, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0834'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AH0834
 AH0834                          STATION RECOVERY (1954)
 AH0834
 AH0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AH0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0804 ***********************************************************************
 AH0804  DESIGNATION -  X 609
 AH0804  PID         -  AH0804
 AH0804  STATE/COUNTY-  TX/NUECES
 AH0804  USGS QUAD   -  PETRONILA NE (1975)
 AH0804
 AH0804                         *CURRENT SURVEY CONTROL
 AH0804  ___________________________________________________________________
 AH0804* NAD 83(1986)-  27 41 15.     (N)    097 36 13.     (W)     SCALED    
 AH0804* NAVD 88     -        16.795  (meters)      55.10   (feet)  ADJUSTED  
 AH0804  ___________________________________________________________________
 AH0804  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH0804  DYNAMIC HT  -          16.769 (meters)      55.02  (feet)  COMP
 AH0804  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 AH0804
 AH0804  VERT ORDER  -  SECOND    CLASS 0
 AH0804
 AH0804.The horizontal coordinates were scaled from a topographic map and have
 AH0804.an estimated accuracy of +/- 6 seconds.
 AH0804
 AH0804.The orthometric height was determined by differential leveling
 AH0804.and adjusted by the National Geodetic Survey in June 1991..
 AH0804
 AH0804.The geoid height was determined by GEOID03.
 AH0804
 AH0804.The dynamic height is computed by dividing the NAVD 88
 AH0804.geopotential number by the normal gravity value computed on the
 AH0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0804.degrees latitude (g = 980.6199 gals.).
 AH0804
 AH0804.The modeled gravity was interpolated from observed gravity values.
 AH0804
 AH0804;                    North         East    Units  Estimated Accuracy
 AH0804;SPC TX S     - 5,224,210.      388,420.      MT  (+/- 180 meters Scaled)
 AH0804
 AH0804                          SUPERSEDED SURVEY CONTROL
 AH0804
 AH0804  NGVD 29 (??/??/92)   16.947  (m)           55.60   (f) ADJ UNCH    2 0
 AH0804
 AH0804.Superseded values are not recommended for survey control.
 AH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0804.See file dsdata.txt to determine how the superseded data were derived.
 AH0804
 AH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR376633(NAD 83)
 AH0804_MARKER: DB = BENCH MARK DISK
 AH0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0804_STAMPING: X 609 1942
 AH0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0804+STABILITY: SURFACE MOTION
 AH0804
 AH0804  HISTORY     - Date     Condition        Report By
 AH0804  HISTORY     - 1942     MONUMENTED       CGS
 AH0804  HISTORY     - 1968     MARK NOT FOUND   NGS
 AH0804  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0804  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0804
 AH0804                          STATION DESCRIPTION
 AH0804
 AH0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AH0804'3.0 MI NE FROM PATRONILLA.
 AH0804'1.0 MILE NORTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT PETRONILLA,
 AH0804'NUECES COUNTY, THENCE 2.0 MILES EAST ALONG A PAVED ROAD.  0.2 MILE
 AH0804'EAST OF A CLUMP OF TAMARISK TREES AROUND A FARMHOUSE, 0.1 MILE
 AH0804'NORTHEAST OF A WINDMILL ON THE SOUTH SIDE OF THE ROAD, 363 FEET WEST
 AH0804'OF THE INTERSECTION OF A NORTH-AND-SOUTH ROAD, 45 FEET NORTH OF AND
 AH0804'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, AND 3 FEET EAST OF A
 AH0804'POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED X 609 1942 AND
 AH0804'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0804'NOTE-- IT IS BELIEVED THE BENCH MARK HAS BEEN DESTROYED AS THE SITE IS
 AH0804'NOW IN CULTIVATION, THE ROAD RIGHT-OF-WAY HAS BEEN WIDENED, AND NO
 AH0804'REEFERENCE POINTS AS DESCRIBED EXISTS.  THIS BENCH MARK WAS THE
 AH0804'AZIMUTH MARK FOR TRIANGULATION STATION PETRONILLA 1949.
 AH0804
 AH0804                          STATION RECOVERY (2001)
 AH0804
 AH0804'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0804'MARK NOT FOUND.
 AH0804
 AH0804                          STATION RECOVERY (2002)
 AH0804
 AH0804'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1091 ***********************************************************************
 AE1091  DESIGNATION -  X 61
 AE1091  PID         -  AE1091
 AE1091  STATE/COUNTY-  TX/ZAPATA
 AE1091  USGS QUAD   -  ZAPATA SE (1979)
 AE1091
 AE1091                         *CURRENT SURVEY CONTROL
 AE1091  ___________________________________________________________________
 AE1091* NAD 83(1986)-  26 49 24.     (N)    099 15 27.     (W)     SCALED    
 AE1091* NAVD 88     -        82.839  (meters)     271.78   (feet)  ADJUSTED  
 AE1091  ___________________________________________________________________
 AE1091  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1091  DYNAMIC HT  -          82.705 (meters)     271.34  (feet)  COMP
 AE1091  MODELED GRAV-     979,032.1   (mgal)                       NAVD 88
 AE1091
 AE1091  VERT ORDER  -  FIRST     CLASS II
 AE1091
 AE1091.The horizontal coordinates were scaled from a topographic map and have
 AE1091.an estimated accuracy of +/- 6 seconds.
 AE1091
 AE1091.The orthometric height was determined by differential leveling
 AE1091.and adjusted by the National Geodetic Survey in June 1991..
 AE1091
 AE1091.The geoid height was determined by GEOID03.
 AE1091
 AE1091.The dynamic height is computed by dividing the NAVD 88
 AE1091.geopotential number by the normal gravity value computed on the
 AE1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1091.degrees latitude (g = 980.6199 gals.).
 AE1091
 AE1091.The modeled gravity was interpolated from observed gravity values.
 AE1091
 AE1091;                    North         East    Units  Estimated Accuracy
 AE1091;SPC TX S     - 5,128,380.      224,710.      MT  (+/- 180 meters Scaled)
 AE1091
 AE1091                          SUPERSEDED SURVEY CONTROL
 AE1091
 AE1091  NGVD 29 (??/??/92)   82.889  (m)          271.94   (f) ADJ UNCH    1 2
 AE1091
 AE1091.Superseded values are not recommended for survey control.
 AE1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1091.See file dsdata.txt to determine how the superseded data were derived.
 AE1091
 AE1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ744668(NAD 83)
 AE1091_MARKER: DB = BENCH MARK DISK
 AE1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1091_STAMPING: X 61 1918 ELEV 271.929 FT
 AE1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1091+STABILITY: SURFACE MOTION
 AE1091
 AE1091  HISTORY     - Date     Condition        Report By
 AE1091  HISTORY     - 1918     MONUMENTED       CGS
 AE1091  HISTORY     - 1956     GOOD             NGS
 AE1091
 AE1091                          STATION DESCRIPTION
 AE1091
 AE1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1091'9.7 MI SE FROM ZAPATA.
 AE1091'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1091'ZAPATA, THENCE 5.3 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, THENCE
 AE1091'1.0 MILE SOUTHWEST ALONG A DIRT ROAD, 0.1 MILE SOUTHEAST OF A FENCE,
 AE1091'247 FEET NORTHEAST OF THE REMAINS OF AN OLD RANCH HOUSE, 16 FEET EAST
 AE1091'OF THE CENTER LINE OF A TRACK ROAD, 3 FEET NORTHWEST OF A WITNESS
 AE1091'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE
 AE1091'TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0424 ***********************************************************************
 AH0424  DESIGNATION -  X 610
 AH0424  PID         -  AH0424
 AH0424  STATE/COUNTY-  TX/KLEBERG
 AH0424  USGS QUAD   -  PITA ISLAND (1975)
 AH0424
 AH0424                         *CURRENT SURVEY CONTROL
 AH0424  ___________________________________________________________________
 AH0424* NAD 83(1986)-  27 31 28.     (N)    097 20 36.     (W)     SCALED    
 AH0424* NAVD 88     -         4.269  (meters)      14.01   (feet)  ADJUSTED  
 AH0424  ___________________________________________________________________
 AH0424  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AH0424  DYNAMIC HT  -           4.262 (meters)      13.98  (feet)  COMP
 AH0424  MODELED GRAV-     979,119.5   (mgal)                       NAVD 88
 AH0424
 AH0424  VERT ORDER  -  SECOND    CLASS 0
 AH0424
 AH0424.The horizontal coordinates were scaled from a topographic map and have
 AH0424.an estimated accuracy of +/- 6 seconds.
 AH0424
 AH0424.The orthometric height was determined by differential leveling
 AH0424.and adjusted by the National Geodetic Survey in June 1991..
 AH0424
 AH0424.The geoid height was determined by GEOID03.
 AH0424
 AH0424.The dynamic height is computed by dividing the NAVD 88
 AH0424.geopotential number by the normal gravity value computed on the
 AH0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0424.degrees latitude (g = 980.6199 gals.).
 AH0424
 AH0424.The modeled gravity was interpolated from observed gravity values.
 AH0424
 AH0424;                    North         East    Units  Estimated Accuracy
 AH0424;SPC TX S     - 5,206,350.      414,260.      MT  (+/- 180 meters Scaled)
 AH0424
 AH0424                          SUPERSEDED SURVEY CONTROL
 AH0424
 AH0424  NGVD 29 (??/??/92)    4.419  (m)           14.50   (f) ADJ UNCH    2 0
 AH0424
 AH0424.Superseded values are not recommended for survey control.
 AH0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0424.See file dsdata.txt to determine how the superseded data were derived.
 AH0424
 AH0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR636456(NAD 83)
 AH0424_MARKER: DB = BENCH MARK DISK
 AH0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0424_STAMPING: X 610 1942
 AH0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0424+STABILITY: SURFACE MOTION
 AH0424
 AH0424  HISTORY     - Date     Condition        Report By
 AH0424  HISTORY     - 1942     MONUMENTED       CGS
 AH0424  HISTORY     - 1949     GOOD             NGS
 AH0424
 AH0424                          STATION DESCRIPTION
 AH0424
 AH0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0424'1.2 MI S FROM CORPUS CHRISTI.
 AH0424'IN KLEBERG COUNTY, 1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE
 AH0424'TEXAS MEXICAN RAILROAD STATION AT CORPUS CHRISTI, NUECES COUNTY,
 AH0424'THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST
 AH0424'ALONG LEXINGTON BOULEVARD (STATE HIGHWAY 358) TO THE INTERSECTION OF
 AH0424'THE ROAD LEADING FROM CORPUS CHRISTI NAVAL AIR STATION TO OUTLYING
 AH0424'FIELD 42 (ABANDONED), THENCE 4.0 MILES SOUTH ALONG NUECES COUNTY ROAD
 AH0424'NO. 3 TO THE NORTH GATE OF THE LAURELES DIVISION OF THE KING RANCH,
 AH0424'AND THENCE 7.3 MILES SOUTH ALONG NORTH GATE ROAD. 0.4 MILE NORTH OF A
 AH0424'ROAD CURVE, 0.2 MILE SOUTH OF A SMALL CLUMP OF LIVE OAK TREES, ON THE
 AH0424'KING RANCH, 42 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 AH0424'THE ROAD, AND 4 FEET NORTHWEST OF A POLE. A STANDARD DISK, STAMPED X
 AH0424'610 1942 AND SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 AH0424'PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE-- THIS BENCH MARK MAY BE
 AH0424'REACHED FROM THE SOUTH GATE TO CORPUS CHRISTI NAVAL AIR STATION BY
 AH0424'GOING 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 358, THENCE 4.4 MILES
 AH0424'SOUTHWEST ALONG WALDRON FIELD ROAD TO THE NORTH GATE OF THE LAURELES
 AH0424'DIVISION OF THE KING RANCH, AND THENCE 7.3 MILES SOUTH ALONG NORTH
 AH0424'GATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1028 ***********************************************************************
 AH1028  DESIGNATION -  X 611
 AH1028  PID         -  AH1028
 AH1028  STATE/COUNTY-  TX/KLEBERG
 AH1028  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1028
 AH1028                         *CURRENT SURVEY CONTROL
 AH1028  ___________________________________________________________________
 AH1028* NAD 83(1986)-  27 31 49.     (N)    097 54 49.     (W)     SCALED    
 AH1028* NAVD 88     -        25.012  (meters)      82.06   (feet)  POSTED    
 AH1028  ___________________________________________________________________
 AH1028  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AH1028  DYNAMIC HT  -          24.970 (meters)      81.92  (feet)  COMP
 AH1028  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 AH1028
 AH1028  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AH1028
 AH1028.The horizontal coordinates were scaled from a topographic map and have
 AH1028.an estimated accuracy of +/- 6 seconds.
 AH1028
 AH1028.The orthometric height was determined by differential leveling
 AH1028.and adjusted by the National Geodetic Survey in 1992..
 AH1028.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AH1028.rate of 4.1 thru 8.0 mm/km.
 AH1028
 AH1028.The geoid height was determined by GEOID03.
 AH1028
 AH1028.The dynamic height is computed by dividing the NAVD 88
 AH1028.geopotential number by the normal gravity value computed on the
 AH1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1028.degrees latitude (g = 980.6199 gals.).
 AH1028
 AH1028.The modeled gravity was interpolated from observed gravity values.
 AH1028
 AH1028;                    North         East    Units  Estimated Accuracy
 AH1028;SPC TX S     - 5,206,610.      357,920.      MT  (+/- 180 meters Scaled)
 AH1028
 AH1028                          SUPERSEDED SURVEY CONTROL
 AH1028
 AH1028  NGVD 29 (??/??/92)   25.08   (m)           82.3    (f) COMPUTED    2 0
 AH1028
 AH1028.Superseded values are not recommended for survey control.
 AH1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1028.See file dsdata.txt to determine how the superseded data were derived.
 AH1028
 AH1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR072456(NAD 83)
 AH1028_MARKER: DB = BENCH MARK DISK
 AH1028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH1028_SP_SET: BRIDGE
 AH1028_STAMPING: X 611 1942
 AH1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1028
 AH1028  HISTORY     - Date     Condition        Report By
 AH1028  HISTORY     - 1942     MONUMENTED       CGS
 AH1028
 AH1028                          STATION DESCRIPTION
 AH1028
 AH1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1028'2.5 MI NW FROM KINGSVILLE.
 AH1028'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH1028'PROCEED WESTERLY 2.5 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF
 AH1028'BENCH MARK. BENCH MARK IS IN EAST END OF SOUTH HEADWALL OF CONCRETE
 AH1028'BRIDGE ON THE HIGHWAY, ABOUT 60.0 FEET NORTHEAST OF ROW OF SALT CEDAR
 AH1028'TREES, ABOUT 4.0 MILES NORTHEAST OF KING RANCH HEADQUARTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0640 ***********************************************************************
 AH0640  DESIGNATION -  X 612
 AH0640  PID         -  AH0640
 AH0640  STATE/COUNTY-  TX/KLEBERG
 AH0640  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0640
 AH0640                         *CURRENT SURVEY CONTROL
 AH0640  ___________________________________________________________________
 AH0640* NAD 83(1986)-  27 25 50.     (N)    097 58 06.     (W)     SCALED    
 AH0640* NAVD 88     -        27.313  (meters)      89.61   (feet)  ADJUSTED  
 AH0640  ___________________________________________________________________
 AH0640  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AH0640  DYNAMIC HT  -          27.270 (meters)      89.47  (feet)  COMP
 AH0640  MODELED GRAV-     979,086.8   (mgal)                       NAVD 88
 AH0640
 AH0640  VERT ORDER  -  SECOND    CLASS 0
 AH0640
 AH0640.The horizontal coordinates were scaled from a topographic map and have
 AH0640.an estimated accuracy of +/- 6 seconds.
 AH0640
 AH0640.The orthometric height was determined by differential leveling
 AH0640.and adjusted by the National Geodetic Survey in June 1991..
 AH0640
 AH0640.The geoid height was determined by GEOID03.
 AH0640
 AH0640.The dynamic height is computed by dividing the NAVD 88
 AH0640.geopotential number by the normal gravity value computed on the
 AH0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0640.degrees latitude (g = 980.6199 gals.).
 AH0640
 AH0640.The modeled gravity was interpolated from observed gravity values.
 AH0640
 AH0640;                    North         East    Units  Estimated Accuracy
 AH0640;SPC TX S     - 5,195,540.      352,560.      MT  (+/- 180 meters Scaled)
 AH0640
 AH0640                          SUPERSEDED SURVEY CONTROL
 AH0640
 AH0640  NGVD 29 (??/??/92)   27.413  (m)           89.94   (f) ADJ UNCH    2 0
 AH0640
 AH0640.Superseded values are not recommended for survey control.
 AH0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0640.See file dsdata.txt to determine how the superseded data were derived.
 AH0640
 AH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR019345(NAD 83)
 AH0640_MARKER: DB = BENCH MARK DISK
 AH0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0640_STAMPING: X 612 1942
 AH0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0640+STABILITY: SURFACE MOTION
 AH0640
 AH0640  HISTORY     - Date     Condition        Report By
 AH0640  HISTORY     - 1942     MONUMENTED       CGS
 AH0640  HISTORY     - 1975     GOOD             USGS
 AH0640
 AH0640                          STATION DESCRIPTION
 AH0640
 AH0640'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0640'11.0 MI SW FROM KINGSVILLE.
 AH0640'3.2 MI. W ALONG STATE HWY 141 AND 7.8 MI. S FROM KINGSVILLE ABOUT 5.6
 AH0640'MI W ALONG ST. HWY. 141 FROM THE MAIN ENTRANCE TO THE KING RANCH, ON
 AH0640'THE WEST EDGE OF KINGSVILLE, THENCE ABOUT 2.5 MI. S AND SW ALONG PAVED
 AH0640'ROAD, THENCE ABOUT 2.2 MI S ALONG GRADED RD. TO BUMP GATE, THENCE
 AH0640'ABOUT 2.0 MI. E TO A X-RD, THENCE ABOUT 3.0 MI. S, ABOUT 0.4 MI. N OF
 AH0640'THE BURNEY WINDMILL, 16 FT. W OF THE ROAD, 0.6 FT. E OF THE FENCE
 AH0640'LINE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 AH0640'0.4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0643 ***********************************************************************
 AH0643  DESIGNATION -  X 613
 AH0643  PID         -  AH0643
 AH0643  STATE/COUNTY-  TX/KLEBERG
 AH0643  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0643
 AH0643                         *CURRENT SURVEY CONTROL
 AH0643  ___________________________________________________________________
 AH0643* NAD 83(1986)-  27 23 12.     (N)    097 57 59.     (W)     SCALED    
 AH0643* NAVD 88     -        27.095  (meters)      88.89   (feet)  ADJUSTED  
 AH0643  ___________________________________________________________________
 AH0643  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AH0643  DYNAMIC HT  -          27.053 (meters)      88.76  (feet)  COMP
 AH0643  MODELED GRAV-     979,085.5   (mgal)                       NAVD 88
 AH0643
 AH0643  VERT ORDER  -  SECOND    CLASS 0
 AH0643
 AH0643.The horizontal coordinates were scaled from a topographic map and have
 AH0643.an estimated accuracy of +/- 6 seconds.
 AH0643
 AH0643.The orthometric height was determined by differential leveling
 AH0643.and adjusted by the National Geodetic Survey in June 1991..
 AH0643
 AH0643.The geoid height was determined by GEOID03.
 AH0643
 AH0643.The dynamic height is computed by dividing the NAVD 88
 AH0643.geopotential number by the normal gravity value computed on the
 AH0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0643.degrees latitude (g = 980.6199 gals.).
 AH0643
 AH0643.The modeled gravity was interpolated from observed gravity values.
 AH0643
 AH0643;                    North         East    Units  Estimated Accuracy
 AH0643;SPC TX S     - 5,190,680.      352,780.      MT  (+/- 180 meters Scaled)
 AH0643
 AH0643                          SUPERSEDED SURVEY CONTROL
 AH0643
 AH0643  NGVD 29 (??/??/92)   27.203  (m)           89.25   (f) ADJ UNCH    2 0
 AH0643
 AH0643.Superseded values are not recommended for survey control.
 AH0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0643.See file dsdata.txt to determine how the superseded data were derived.
 AH0643
 AH0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR022296(NAD 83)
 AH0643_MARKER: DB = BENCH MARK DISK
 AH0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0643_STAMPING: X 613 1942
 AH0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0643+STABILITY: SURFACE MOTION
 AH0643
 AH0643  HISTORY     - Date     Condition        Report By
 AH0643  HISTORY     - 1942     MONUMENTED       CGS
 AH0643  HISTORY     - 1975     GOOD             USGS
 AH0643
 AH0643                          STATION DESCRIPTION
 AH0643
 AH0643'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0643'13.9 MI SW FROM KINGSVILLE.
 AH0643'3.2 MI. W ALONG STATE HWY 141 AND 10.7 MI. SOUTH FROM KINGSVILLE ABOUT
 AH0643'5.6 MI W ALONG ST HWY 141 FROM THE MAIN ENTRANCE TO THE KING RANCH ON
 AH0643'THE W EDGE OF KINGSVILLE, THENCE ABOUT 2.5 MI. S AND SW ALONG PAVED
 AH0643'ROAD, THENCE ABOUT 2.2 MI. S ALONG GRADED ROAD TO BUMP GATE, THENCE
 AH0643'ABOUT 2.0 MI. E TO X-RD., THENCE 5.2 MI. S, ABOUT 0.9 MI. S OF THE
 AH0643'MONTE VERDE WINDMILL, 42 FT. N OF A FENCE W, 35 FT. N OF METAL GATE,
 AH0643'50 FT. W OF RD, 0.6 FT. E OF A N-S FENCE.  A STANDARD DISK SET IN TOP
 AH0643'OF A CONCRETE POST PROJECTING ABOUT 0.4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0677 ***********************************************************************
 AH0677  DESIGNATION -  X 614
 AH0677  PID         -  AH0677
 AH0677  STATE/COUNTY-  TX/BROOKS
 AH0677  USGS QUAD   -  LA PALOMA RANCH (1979)
 AH0677
 AH0677                         *CURRENT SURVEY CONTROL
 AH0677  ___________________________________________________________________
 AH0677* NAD 83(1986)-  27 11 51.     (N)    097 59 55.     (W)     SCALED    
 AH0677* NAVD 88     -        22.794  (meters)      74.78   (feet)  ADJUSTED  
 AH0677  ___________________________________________________________________
 AH0677  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH0677  DYNAMIC HT  -          22.758 (meters)      74.67  (feet)  COMP
 AH0677  MODELED GRAV-     979,076.7   (mgal)                       NAVD 88
 AH0677
 AH0677  VERT ORDER  -  SECOND    CLASS 0
 AH0677
 AH0677.The horizontal coordinates were scaled from a topographic map and have
 AH0677.an estimated accuracy of +/- 6 seconds.
 AH0677
 AH0677.The orthometric height was determined by differential leveling
 AH0677.and adjusted by the National Geodetic Survey in June 1991..
 AH0677
 AH0677.The geoid height was determined by GEOID03.
 AH0677
 AH0677.The dynamic height is computed by dividing the NAVD 88
 AH0677.geopotential number by the normal gravity value computed on the
 AH0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0677.degrees latitude (g = 980.6199 gals.).
 AH0677
 AH0677.The modeled gravity was interpolated from observed gravity values.
 AH0677
 AH0677;                    North         East    Units  Estimated Accuracy
 AH0677;SPC TX S     - 5,169,700.      349,670.      MT  (+/- 180 meters Scaled)
 AH0677
 AH0677                          SUPERSEDED SURVEY CONTROL
 AH0677
 AH0677  NGVD 29 (??/??/92)   22.905  (m)           75.15   (f) ADJ UNCH    2 0
 AH0677
 AH0677.Superseded values are not recommended for survey control.
 AH0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0677.See file dsdata.txt to determine how the superseded data were derived.
 AH0677
 AH0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR991087(NAD 83)
 AH0677_MARKER: DB = BENCH MARK DISK
 AH0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0677_STAMPING: X 614 1942
 AH0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0677+STABILITY: SURFACE MOTION
 AH0677
 AH0677  HISTORY     - Date     Condition        Report By
 AH0677  HISTORY     - 1942     MONUMENTED       CGS
 AH0677  HISTORY     - 1975     GOOD             USGS
 AH0677
 AH0677                          STATION DESCRIPTION
 AH0677
 AH0677'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0677'5.4 MI E FROM FALFURRIAS.
 AH0677'ABOUT 5.4 MILES EAST ALONG STATE HIGHWAY 285 FROM THE COURTHOUSE AT
 AH0677'FALFURRIAS THEN SOUTH ON FARM AND MARKET ROAD 2191 FOR 2.0 MILES,
 AH0677'CONTINUE 3.75 MILES TO RIGHT AT ANGLE BEND IN ROAD.  BM IS 32 FEET
 AH0677'NORTH OF CENTERLINE OF ROAD, 58 FEET WEST OF THE FENCE CORNER AND 1
 AH0677'FOOT SOUTH OF AN EAST-WEST FENCE.  A STANDARD DISK SET IN A CONCRETE
 AH0677'POST, 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0460 ***********************************************************************
 AJ0460  DESIGNATION -  X 615
 AJ0460  PID         -  AJ0460
 AJ0460  STATE/COUNTY-  TX/BROOKS
 AJ0460  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ0460
 AJ0460                         *CURRENT SURVEY CONTROL
 AJ0460  ___________________________________________________________________
 AJ0460* NAD 83(1986)-  27 05 24.     (N)    098 00 30.     (W)     SCALED    
 AJ0460* NAVD 88     -        24.174  (meters)      79.31   (feet)  ADJUSTED  
 AJ0460  ___________________________________________________________________
 AJ0460  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AJ0460  DYNAMIC HT  -          24.136 (meters)      79.19  (feet)  COMP
 AJ0460  MODELED GRAV-     979,069.7   (mgal)                       NAVD 88
 AJ0460
 AJ0460  VERT ORDER  -  SECOND    CLASS 0
 AJ0460
 AJ0460.The horizontal coordinates were scaled from a topographic map and have
 AJ0460.an estimated accuracy of +/- 6 seconds.
 AJ0460
 AJ0460.The orthometric height was determined by differential leveling
 AJ0460.and adjusted by the National Geodetic Survey in June 1991..
 AJ0460
 AJ0460.The geoid height was determined by GEOID03.
 AJ0460
 AJ0460.The dynamic height is computed by dividing the NAVD 88
 AJ0460.geopotential number by the normal gravity value computed on the
 AJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0460.degrees latitude (g = 980.6199 gals.).
 AJ0460
 AJ0460.The modeled gravity was interpolated from observed gravity values.
 AJ0460
 AJ0460;                    North         East    Units  Estimated Accuracy
 AJ0460;SPC TX S     - 5,157,790.      348,760.      MT  (+/- 180 meters Scaled)
 AJ0460
 AJ0460                          SUPERSEDED SURVEY CONTROL
 AJ0460
 AJ0460  NGVD 29 (??/??/92)   24.27   (m)           79.6    (f) COMPUTED    2 0
 AJ0460
 AJ0460.Superseded values are not recommended for survey control.
 AJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0460.See file dsdata.txt to determine how the superseded data were derived.
 AJ0460
 AJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ983967(NAD 83)
 AJ0460_MARKER: DB = BENCH MARK DISK
 AJ0460_SETTING: 0 = UNSPECIFIED SETTING
 AJ0460_STAMPING: X 615
 AJ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0460
 AJ0460  HISTORY     - Date     Condition        Report By
 AJ0460  HISTORY     - 1942     MONUMENTED       CGS
 AJ0460  HISTORY     - 1962     GOOD             USGS
 AJ0460
 AJ0460                          STATION DESCRIPTION
 AJ0460
 AJ0460'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ0460'8.9 MI E FROM FALFURRIAS.
 AJ0460'FROM THE INTERSECTION OF US HWY 281 AND FARM ROAD 2191 IN FALFURRIAS,
 AJ0460'BROOKS CO., TEXAS PROCEED EAST 5.2 MILES TO A CROSS ROAD, THENCE SOUTH
 AJ0460'3.6 MILES TO THE GATE-KEEPERS HOUSE AT THE MARIPOSA RANCH, CONTINUE
 AJ0460'SOUTH 5.4 MILES TO A CATTLE GUARD AND A T-RD EAST SOUTH OF THE FENCE,
 AJ0460'THENCE EAST 0.8 MILE TO A T-RD NORTH, THENCE NORTH 0.6 MILE TO A ROAD
 AJ0460'EAST JUST NORTH OF TWO HOUSES AT THE LA PITA WINDMILL, THENCE 0.2 MILE
 AJ0460'NORTHEAST TO AN EAST-WEST FENCE, THENCE EAST ALONG FENCE TO A FENCE
 AJ0460'CORNER AND BM 8 FEET WEST AND 1 FOOT NORTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0239 ***********************************************************************
 AE0239  DESIGNATION -  X 616
 AE0239  PID         -  AE0239
 AE0239  STATE/COUNTY-  TX/BROOKS
 AE0239  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE0239
 AE0239                         *CURRENT SURVEY CONTROL
 AE0239  ___________________________________________________________________
 AE0239* NAD 83(1986)-  26 56 16.     (N)    098 04 42.     (W)     SCALED    
 AE0239* NAVD 88     -        32.966  (meters)     108.16   (feet)  ADJUSTED  
 AE0239  ___________________________________________________________________
 AE0239  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AE0239  DYNAMIC HT  -          32.914 (meters)     107.99  (feet)  COMP
 AE0239  MODELED GRAV-     979,056.5   (mgal)                       NAVD 88
 AE0239
 AE0239  VERT ORDER  -  SECOND    CLASS 0
 AE0239
 AE0239.The horizontal coordinates were scaled from a topographic map and have
 AE0239.an estimated accuracy of +/- 6 seconds.
 AE0239
 AE0239.The orthometric height was determined by differential leveling
 AE0239.and adjusted by the National Geodetic Survey in June 1991..
 AE0239
 AE0239.The geoid height was determined by GEOID03.
 AE0239
 AE0239.The dynamic height is computed by dividing the NAVD 88
 AE0239.geopotential number by the normal gravity value computed on the
 AE0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0239.degrees latitude (g = 980.6199 gals.).
 AE0239
 AE0239.The modeled gravity was interpolated from observed gravity values.
 AE0239
 AE0239;                    North         East    Units  Estimated Accuracy
 AE0239;SPC TX S     - 5,140,900.      341,870.      MT  (+/- 180 meters Scaled)
 AE0239
 AE0239                          SUPERSEDED SURVEY CONTROL
 AE0239
 AE0239  NGVD 29 (??/??/92)   33.064  (m)          108.48   (f) ADJ UNCH    2 0
 AE0239
 AE0239.Superseded values are not recommended for survey control.
 AE0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0239.See file dsdata.txt to determine how the superseded data were derived.
 AE0239
 AE0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ914798(NAD 83)
 AE0239_MARKER: DB = BENCH MARK DISK
 AE0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0239_STAMPING: X 616 1942
 AE0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0239+STABILITY: SURFACE MOTION
 AE0239
 AE0239  HISTORY     - Date     Condition        Report By
 AE0239  HISTORY     - 1942     MONUMENTED       CGS
 AE0239  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0239
 AE0239                          STATION DESCRIPTION
 AE0239
 AE0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0239'5.2 MI E FROM ENCINO.
 AE0239'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AE0239'U.S. HIGHWAY NO. 281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AE0239'THENCE, GO 4.8 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AE0239'BENCH MARK.  BENCH MARK IS AT NORTHEAST FENCE CORNER OF PASTURE, 30.0
 AE0239'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0239'ROAD.  IT IS 2.0 FEET NORTH OF CORNER POST AND 3.0 FEET NORTHEAST OF A
 AE0239'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0239
 AE0239                          STATION RECOVERY (1962)
 AE0239
 AE0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0949 ***********************************************************************
 AB0949  DESIGNATION -  X 617 RESET 1951
 AB0949  PID         -  AB0949
 AB0949  STATE/COUNTY-  TX/KENEDY
 AB0949  USGS QUAD   -  NORIAS (1982)
 AB0949
 AB0949                         *CURRENT SURVEY CONTROL
 AB0949  ___________________________________________________________________
 AB0949* NAD 83(1986)-  26 51 57.     (N)    097 47 12.     (W)     SCALED    
 AB0949* NAVD 88     -         5.37   (meters)      17.6    (feet)  RESET     
 AB0949  ___________________________________________________________________
 AB0949  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AB0949
 AB0949  VERT ORDER  -  THIRD
 AB0949
 AB0949.The horizontal coordinates were scaled from a topographic map and have
 AB0949.an estimated accuracy of +/- 6 seconds.
 AB0949
 AB0949.The orthometric height was computed from unverified reset data.
 AB0949
 AB0949.The geoid height was determined by GEOID03.
 AB0949
 AB0949;                    North         East    Units  Estimated Accuracy
 AB0949;SPC TX S     - 5,133,060.      370,880.      MT  (+/- 180 meters Scaled)
 AB0949
 AB0949                          SUPERSEDED SURVEY CONTROL
 AB0949
 AB0949.No superseded survey control is available for this station.
 AB0949
 AB0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ205721(NAD 83)
 AB0949_MARKER: DB = BENCH MARK DISK
 AB0949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0949_SP_SET: CULVERT
 AB0949_STAMPING: X 617 RESET 1951
 AB0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0949
 AB0949  HISTORY     - Date     Condition        Report By
 AB0949  HISTORY     - 1951     MONUMENTED       TXHD
 AB0949  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0949  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0949
 AB0949                          STATION DESCRIPTION
 AB0949
 AB0949'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AB0949'4.0 MI S FROM ARMSTRONG.
 AB0949'4.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0949'ARMSTRONG, KENEDY COUNTY, 1 POLE NORTH OF MILEPOST 73, 84 FEET EAST OF
 AB0949'THE EAST RAIL, 78 FEET EAST OF THE SOUTHEAST CORNER OF RAILROAD BRIDGE
 AB0949'730, 24 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77, AT HIGHWAY
 AB0949'STATION 980, 88.1 FEET EAST, ONE FOOT INSIDE THE RIGHT-OF-WAY FENCE,
 AB0949'AND SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 3X12
 AB0949'FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0949
 AB0949                          STATION RECOVERY (1981)
 AB0949
 AB0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0949'CULVERT HAS BEEN REPLACED, NOT RECOVERED THIS DATE.
 AB0949
 AB0949                          STATION RECOVERY (2004)
 AB0949
 AB0949'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1136 ***********************************************************************
 AB1136  DESIGNATION -  X 618
 AB1136  PID         -  AB1136
 AB1136  STATE/COUNTY-  TX/HIDALGO
 AB1136  USGS QUAD   -  ANDREA RANCH (1982)
 AB1136
 AB1136                         *CURRENT SURVEY CONTROL
 AB1136  ___________________________________________________________________
 AB1136* NAD 83(1986)-  26 44 06.     (N)    097 59 09.     (W)     SCALED    
 AB1136* NAVD 88     -        14.203  (meters)      46.60   (feet)  ADJUSTED  
 AB1136  ___________________________________________________________________
 AB1136  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AB1136  DYNAMIC HT  -          14.181 (meters)      46.53  (feet)  COMP
 AB1136  MODELED GRAV-     979,052.3   (mgal)                       NAVD 88
 AB1136
 AB1136  VERT ORDER  -  SECOND    CLASS 0
 AB1136
 AB1136.The horizontal coordinates were scaled from a topographic map and have
 AB1136.an estimated accuracy of +/- 6 seconds.
 AB1136
 AB1136.The orthometric height was determined by differential leveling
 AB1136.and adjusted by the National Geodetic Survey in June 1991..
 AB1136
 AB1136.The geoid height was determined by GEOID03.
 AB1136
 AB1136.The dynamic height is computed by dividing the NAVD 88
 AB1136.geopotential number by the normal gravity value computed on the
 AB1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1136.degrees latitude (g = 980.6199 gals.).
 AB1136
 AB1136.The modeled gravity was interpolated from observed gravity values.
 AB1136
 AB1136;                    North         East    Units  Estimated Accuracy
 AB1136;SPC TX S     - 5,118,470.      351,150.      MT  (+/- 180 meters Scaled)
 AB1136
 AB1136                          SUPERSEDED SURVEY CONTROL
 AB1136
 AB1136  NGVD 29 (??/??/92)   14.301  (m)           46.92   (f) ADJ UNCH    2 0
 AB1136
 AB1136.Superseded values are not recommended for survey control.
 AB1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1136.See file dsdata.txt to determine how the superseded data were derived.
 AB1136
 AB1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ008574(NAD 83)
 AB1136_MARKER: DB = BENCH MARK DISK
 AB1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1136_STAMPING: X 618 1942
 AB1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1136+STABILITY: SURFACE MOTION
 AB1136
 AB1136  HISTORY     - Date     Condition        Report By
 AB1136  HISTORY     - 1942     MONUMENTED       CGS
 AB1136
 AB1136                          STATION DESCRIPTION
 AB1136
 AB1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1136'14.0 MI W FROM NORRIAS.
 AB1136'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1136'PROCEED 14.0 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1136'MARK.  BENCH MARK IS 18.7 MILES SOUTHEAST OF RACHAL, ABOUT 0.7 MILE
 AB1136'EAST OF THE SANTA FE SCHOOLHOUSE ON THE SANTA FE RANCH AND 20.0 FEET
 AB1136'NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS
 AB1136'5.0 FEET SOUTH OF A MESQUITE TREE AND 3.0 FEET WEST OF A 4X4-INCH
 AB1136'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1147 ***********************************************************************
 AB1147  DESIGNATION -  X 620
 AB1147  PID         -  AB1147
 AB1147  STATE/COUNTY-  TX/WILLACY
 AB1147  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1147
 AB1147                         *CURRENT SURVEY CONTROL
 AB1147  ___________________________________________________________________
 AB1147* NAD 83(1986)-  26 36 39.     (N)    097 54 02.     (W)     SCALED    
 AB1147* NAVD 88     -        13.321  (meters)      43.70   (feet)  ADJUSTED  
 AB1147  ___________________________________________________________________
 AB1147  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AB1147  DYNAMIC HT  -          13.300 (meters)      43.64  (feet)  COMP
 AB1147  MODELED GRAV-     979,050.0   (mgal)                       NAVD 88
 AB1147
 AB1147  VERT ORDER  -  SECOND    CLASS 0
 AB1147
 AB1147.The horizontal coordinates were scaled from a topographic map and have
 AB1147.an estimated accuracy of +/- 6 seconds.
 AB1147
 AB1147.The orthometric height was determined by differential leveling
 AB1147.and adjusted by the National Geodetic Survey in June 1991..
 AB1147
 AB1147.The geoid height was determined by GEOID03.
 AB1147
 AB1147.The dynamic height is computed by dividing the NAVD 88
 AB1147.geopotential number by the normal gravity value computed on the
 AB1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1147.degrees latitude (g = 980.6199 gals.).
 AB1147
 AB1147.The modeled gravity was interpolated from observed gravity values.
 AB1147
 AB1147;                    North         East    Units  Estimated Accuracy
 AB1147;SPC TX S     - 5,104,750.      359,700.      MT  (+/- 180 meters Scaled)
 AB1147
 AB1147                          SUPERSEDED SURVEY CONTROL
 AB1147
 AB1147  NGVD 29 (??/??/92)   13.409  (m)           43.99   (f) ADJ UNCH    2 0
 AB1147
 AB1147.Superseded values are not recommended for survey control.
 AB1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1147.See file dsdata.txt to determine how the superseded data were derived.
 AB1147
 AB1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ094438(NAD 83)
 AB1147_MARKER: DB = BENCH MARK DISK
 AB1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1147_STAMPING: X 620 1942
 AB1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1147+STABILITY: SURFACE MOTION
 AB1147
 AB1147  HISTORY     - Date     Condition        Report By
 AB1147  HISTORY     - 1942     MONUMENTED       CGS
 AB1147  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AB1147
 AB1147                          STATION DESCRIPTION
 AB1147
 AB1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1147'14.3 MI NW FROM RAYMONDVILLE.
 AB1147'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1147'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1147'NORTHERLY 2.5 MILES, THENCE WESTERLY 1.MILE, THENCE NORTHERLY 0.6
 AB1147'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 7. MILES ALONG
 AB1147'RANCH ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 2.9
 AB1147'MILES NORTHWEST OF LA TORDILLA RANCH HOUSE ON ROAD LEADING TO SANTA FE
 AB1147'SCHOOL AND 11. FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS RANCH
 AB1147'ROAD.  IT IS 10. FEET EAST OF MESQUITE TREE AND 3. FEET SOUTH OF A
 AB1147'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AB1147
 AB1147                          STATION RECOVERY (2004)
 AB1147
 AB1147'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0369 ***********************************************************************
 AJ0369  DESIGNATION -  X 621
 AJ0369  PID         -  AJ0369
 AJ0369  STATE/COUNTY-  TX/DUVAL
 AJ0369  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0369
 AJ0369                         *CURRENT SURVEY CONTROL
 AJ0369  ___________________________________________________________________
 AJ0369* NAD 83(1986)-  27 26 49.     (N)    098 24 10.     (W)     SCALED    
 AJ0369* NAVD 88     -       102.911  (meters)     337.63   (feet)  ADJUSTED  
 AJ0369  ___________________________________________________________________
 AJ0369  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AJ0369  DYNAMIC HT  -         102.749 (meters)     337.10  (feet)  COMP
 AJ0369  MODELED GRAV-     979,069.6   (mgal)                       NAVD 88
 AJ0369
 AJ0369  VERT ORDER  -  SECOND    CLASS 0
 AJ0369
 AJ0369.The horizontal coordinates were scaled from a topographic map and have
 AJ0369.an estimated accuracy of +/- 6 seconds.
 AJ0369
 AJ0369.The orthometric height was determined by differential leveling
 AJ0369.and adjusted by the National Geodetic Survey in June 1991..
 AJ0369
 AJ0369.The geoid height was determined by GEOID03.
 AJ0369
 AJ0369.The dynamic height is computed by dividing the NAVD 88
 AJ0369.geopotential number by the normal gravity value computed on the
 AJ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0369.degrees latitude (g = 980.6199 gals.).
 AJ0369
 AJ0369.The modeled gravity was interpolated from observed gravity values.
 AJ0369
 AJ0369;                    North         East    Units  Estimated Accuracy
 AJ0369;SPC TX S     - 5,197,250.      309,610.      MT  (+/- 180 meters Scaled)
 AJ0369
 AJ0369                          SUPERSEDED SURVEY CONTROL
 AJ0369
 AJ0369  NGVD 29 (??/??/92)  102.995  (m)          337.91   (f) ADJ UNCH    2 0
 AJ0369
 AJ0369.Superseded values are not recommended for survey control.
 AJ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0369.See file dsdata.txt to determine how the superseded data were derived.
 AJ0369
 AJ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR590360(NAD 83)
 AJ0369_MARKER: DB = BENCH MARK DISK
 AJ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0369_STAMPING: X 621 1942
 AJ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0369+STABILITY: SURFACE MOTION
 AJ0369
 AJ0369  HISTORY     - Date     Condition        Report By
 AJ0369  HISTORY     - 1942     MONUMENTED       CGS
 AJ0369
 AJ0369                          STATION DESCRIPTION
 AJ0369
 AJ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0369'11.8 MI S FROM BENAVIDES.
 AJ0369'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0369'BENAVIDES-- PROCEED 11.8 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339
 AJ0369'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST OF
 AJ0369'STEEL GIRDER BRIDGE, ABOUT 0.1 MILE SOUTH OF A FARM HOUSE AND 45.0
 AJ0369'FEET WEST OF LANE LEADING TO FARM HOUSE.  IT IS 18.0 FEET NORTH OF THE
 AJ0369'CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST
 AJ0369'AND 1.0 FOOT NORTH OF FENCE LINE.  THE MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0504 ***********************************************************************
 AJ0504  DESIGNATION -  X 622
 AJ0504  PID         -  AJ0504
 AJ0504  STATE/COUNTY-  TX/DUVAL
 AJ0504  USGS QUAD   -  REALITOS (1967)
 AJ0504
 AJ0504                         *CURRENT SURVEY CONTROL
 AJ0504  ___________________________________________________________________
 AJ0504* NAD 83(1986)-  27 25 44.     (N)    098 30 54.     (W)     SCALED    
 AJ0504* NAVD 88     -       133.351  (meters)     437.50   (feet)  ADJUSTED  
 AJ0504  ___________________________________________________________________
 AJ0504  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AJ0504  DYNAMIC HT  -         133.139 (meters)     436.81  (feet)  COMP
 AJ0504  MODELED GRAV-     979,059.0   (mgal)                       NAVD 88
 AJ0504
 AJ0504  VERT ORDER  -  SECOND    CLASS 0
 AJ0504
 AJ0504.The horizontal coordinates were scaled from a topographic map and have
 AJ0504.an estimated accuracy of +/- 6 seconds.
 AJ0504
 AJ0504.The orthometric height was determined by differential leveling
 AJ0504.and adjusted by the National Geodetic Survey in June 1991..
 AJ0504
 AJ0504.The geoid height was determined by GEOID03.
 AJ0504
 AJ0504.The dynamic height is computed by dividing the NAVD 88
 AJ0504.geopotential number by the normal gravity value computed on the
 AJ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0504.degrees latitude (g = 980.6199 gals.).
 AJ0504
 AJ0504.The modeled gravity was interpolated from observed gravity values.
 AJ0504
 AJ0504;                    North         East    Units  Estimated Accuracy
 AJ0504;SPC TX S     - 5,195,240.      298,520.      MT  (+/- 180 meters Scaled)
 AJ0504
 AJ0504                          SUPERSEDED SURVEY CONTROL
 AJ0504
 AJ0504  NGVD 29 (??/??/92)  133.42   (m)          437.7    (f) COMPUTED    2 0
 AJ0504
 AJ0504.Superseded values are not recommended for survey control.
 AJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0504.See file dsdata.txt to determine how the superseded data were derived.
 AJ0504
 AJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR479340(NAD 83)
 AJ0504_MARKER: DB = BENCH MARK DISK
 AJ0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0504_STAMPING: X 622 1942
 AJ0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0504+STABILITY: SURFACE MOTION
 AJ0504
 AJ0504  HISTORY     - Date     Condition        Report By
 AJ0504  HISTORY     - 1942     MONUMENTED       CGS
 AJ0504  HISTORY     - 1967     MARK NOT FOUND   USGS
 AJ0504
 AJ0504                          STATION DESCRIPTION
 AJ0504
 AJ0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0504'1.8 MI SE FROM REALITOS.
 AJ0504'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT REALITOS--
 AJ0504'PROCEED 1.2 MILES SOUTHEAST ALONG ROAD TO THE INTERSECTION OF ROAD
 AJ0504'LEADING EASTERLY.  THENCE, GO 0.6 MILE EASTERLY ALONG TRACK ROAD TO
 AJ0504'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF
 AJ0504'INTERSECTION OF LANE LEADING TO FARM HOUSE, 18.0 FEET NORTH OF THE
 AJ0504'CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST
 AJ0504'AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0504
 AJ0504                          STATION RECOVERY (1967)
 AJ0504
 AJ0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AJ0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0432 ***********************************************************************
 AJ0432  DESIGNATION -  X 625
 AJ0432  PID         -  AJ0432
 AJ0432  STATE/COUNTY-  TX/BROOKS
 AJ0432  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0432
 AJ0432                         *CURRENT SURVEY CONTROL
 AJ0432  ___________________________________________________________________
 AJ0432* NAD 83(1986)-  27 09 32.     (N)    098 27 51.     (W)     SCALED    
 AJ0432* NAVD 88     -       111.031  (meters)     364.27   (feet)  ADJUSTED  
 AJ0432  ___________________________________________________________________
 AJ0432  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AJ0432  DYNAMIC HT  -         110.854 (meters)     363.69  (feet)  COMP
 AJ0432  MODELED GRAV-     979,048.1   (mgal)                       NAVD 88
 AJ0432
 AJ0432  VERT ORDER  -  SECOND    CLASS 0
 AJ0432
 AJ0432.The horizontal coordinates were scaled from a topographic map and have
 AJ0432.an estimated accuracy of +/- 6 seconds.
 AJ0432
 AJ0432.The orthometric height was determined by differential leveling
 AJ0432.and adjusted by the National Geodetic Survey in June 1991..
 AJ0432
 AJ0432.The geoid height was determined by GEOID03.
 AJ0432
 AJ0432.The dynamic height is computed by dividing the NAVD 88
 AJ0432.geopotential number by the normal gravity value computed on the
 AJ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0432.degrees latitude (g = 980.6199 gals.).
 AJ0432
 AJ0432.The modeled gravity was interpolated from observed gravity values.
 AJ0432
 AJ0432;                    North         East    Units  Estimated Accuracy
 AJ0432;SPC TX S     - 5,165,330.      303,550.      MT  (+/- 180 meters Scaled)
 AJ0432
 AJ0432                          SUPERSEDED SURVEY CONTROL
 AJ0432
 AJ0432  NGVD 29 (??/??/92)  111.093  (m)          364.48   (f) ADJ UNCH    2 0
 AJ0432
 AJ0432.Superseded values are not recommended for survey control.
 AJ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0432.See file dsdata.txt to determine how the superseded data were derived.
 AJ0432
 AJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR530041(NAD 83)
 AJ0432_MARKER: DR = REFERENCE MARK DISK
 AJ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0432_STAMPING: X 625 1942
 AJ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0432+STABILITY: SURFACE MOTION
 AJ0432
 AJ0432  HISTORY     - Date     Condition        Report By
 AJ0432  HISTORY     - 1942     MONUMENTED       CGS
 AJ0432
 AJ0432                          STATION DESCRIPTION
 AJ0432
 AJ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0432'20.8 MI SE FROM HEBBRONVILLE.
 AJ0432'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0432'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTIVISTATO
 AJ0432'INTERSECTION OF ROAD LEADING EAST.  THENCE GO 11.6 MILES EASTERLY
 AJ0432'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 1.0
 AJ0432'MILE NORTHWEST OF A GATE ACROSS THE ROAD, 15.0 FEET SOUTH OF A BUNCH
 AJ0432'OF MESQUITE TREES, 12.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AJ0432'THE CENTERLINE OF THE ROAD AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN
 AJ0432'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0449 ***********************************************************************
 AJ0449  DESIGNATION -  X 626
 AJ0449  PID         -  AJ0449
 AJ0449  STATE/COUNTY-  TX/BROOKS
 AJ0449  USGS QUAD   -  PALOMAS RANCH SW (1968)
 AJ0449
 AJ0449                         *CURRENT SURVEY CONTROL
 AJ0449  ___________________________________________________________________
 AJ0449* NAD 83(1986)-  27 06 29.     (N)    098 26 14.     (W)     SCALED    
 AJ0449* NAVD 88     -       103.937  (meters)     341.00   (feet)  ADJUSTED  
 AJ0449  ___________________________________________________________________
 AJ0449  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AJ0449  DYNAMIC HT  -         103.771 (meters)     340.46  (feet)  COMP
 AJ0449  MODELED GRAV-     979,045.2   (mgal)                       NAVD 88
 AJ0449
 AJ0449  VERT ORDER  -  SECOND    CLASS 0
 AJ0449
 AJ0449.The horizontal coordinates were scaled from a topographic map and have
 AJ0449.an estimated accuracy of +/- 6 seconds.
 AJ0449
 AJ0449.The orthometric height was determined by differential leveling
 AJ0449.and adjusted by the National Geodetic Survey in June 1991..
 AJ0449
 AJ0449.The geoid height was determined by GEOID03.
 AJ0449
 AJ0449.The dynamic height is computed by dividing the NAVD 88
 AJ0449.geopotential number by the normal gravity value computed on the
 AJ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0449.degrees latitude (g = 980.6199 gals.).
 AJ0449
 AJ0449.The modeled gravity was interpolated from observed gravity values.
 AJ0449
 AJ0449;                    North         East    Units  Estimated Accuracy
 AJ0449;SPC TX S     - 5,159,700.      306,220.      MT  (+/- 180 meters Scaled)
 AJ0449
 AJ0449                          SUPERSEDED SURVEY CONTROL
 AJ0449
 AJ0449  NGVD 29 (??/??/92)  103.999  (m)          341.20   (f) ADJ UNCH    2 0
 AJ0449
 AJ0449.Superseded values are not recommended for survey control.
 AJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0449.See file dsdata.txt to determine how the superseded data were derived.
 AJ0449
 AJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ557985(NAD 83)
 AJ0449_MARKER: DB = BENCH MARK DISK
 AJ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0449_STAMPING: X 626 1942
 AJ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0449+STABILITY: SURFACE MOTION
 AJ0449
 AJ0449  HISTORY     - Date     Condition        Report By
 AJ0449  HISTORY     - 1942     MONUMENTED       CGS
 AJ0449
 AJ0449                          STATION DESCRIPTION
 AJ0449
 AJ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0449'8.1 MI NE FROM ALTAVISTA.
 AJ0449'TO REACH FROM THE W.W.JONES RANCH HOUSE AT ALTAVISTA-- PROCEED 8.1
 AJ0449'MILES NORTHEASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AJ0449'BENCH MARK IS ABOUT 1.3 MILES SOUTHWEST OF TELEPHONE LINE AND WOODEN
 AJ0449'GATE ACROSS ROAD, 60.0 FEET NORTHWEST OF A SMALL BUNCH OF MESQUITE
 AJ0449'TREES, 12.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0449'CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AJ0449'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0113 ***********************************************************************
 AE0113  DESIGNATION -  X 628
 AE0113  PID         -  AE0113
 AE0113  STATE/COUNTY-  TX/JIM HOGG
 AE0113  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0113
 AE0113                         *CURRENT SURVEY CONTROL
 AE0113  ___________________________________________________________________
 AE0113* NAD 83(1986)-  26 56 47.     (N)    098 27 48.     (W)     SCALED    
 AE0113* NAVD 88     -        95.642  (meters)     313.79   (feet)  ADJUSTED  
 AE0113  ___________________________________________________________________
 AE0113  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AE0113  DYNAMIC HT  -          95.488 (meters)     313.28  (feet)  COMP
 AE0113  MODELED GRAV-     979,030.2   (mgal)                       NAVD 88
 AE0113
 AE0113  VERT ORDER  -  SECOND    CLASS 0
 AE0113
 AE0113.The horizontal coordinates were scaled from a topographic map and have
 AE0113.an estimated accuracy of +/- 6 seconds.
 AE0113
 AE0113.The orthometric height was determined by differential leveling
 AE0113.and adjusted by the National Geodetic Survey in June 1991..
 AE0113
 AE0113.The geoid height was determined by GEOID03.
 AE0113
 AE0113.The dynamic height is computed by dividing the NAVD 88
 AE0113.geopotential number by the normal gravity value computed on the
 AE0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0113.degrees latitude (g = 980.6199 gals.).
 AE0113
 AE0113.The modeled gravity was interpolated from observed gravity values.
 AE0113
 AE0113;                    North         East    Units  Estimated Accuracy
 AE0113;SPC TX S     - 5,141,780.      303,640.      MT  (+/- 180 meters Scaled)
 AE0113
 AE0113                          SUPERSEDED SURVEY CONTROL
 AE0113
 AE0113  NGVD 29 (??/??/92)   95.694  (m)          313.96   (f) ADJ UNCH    2 0
 AE0113
 AE0113.Superseded values are not recommended for survey control.
 AE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0113.See file dsdata.txt to determine how the superseded data were derived.
 AE0113
 AE0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ532806(NAD 83)
 AE0113_MARKER: DB = BENCH MARK DISK
 AE0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0113_STAMPING: X 628 1942
 AE0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0113+STABILITY: SURFACE MOTION
 AE0113
 AE0113  HISTORY     - Date     Condition        Report By
 AE0113  HISTORY     - 1942     MONUMENTED       CGS
 AE0113
 AE0113                          STATION DESCRIPTION
 AE0113
 AE0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0113'8.5 MI SE FROM ALTAVISTA.
 AE0113'TO REACH FROM THE ALTAVISTA POST OFFICE AT W.W. JONES RANCH HOUSE--
 AE0113'PROCEED 5.4 MILES SOUTHERLY ALONG ROAD TO INTERSECTION OF ROAD LEADING
 AE0113'EAST.  THENCE, GO 3.1 MILES EASTERLY ALONG TRACK ROAD TO THE SITE OF
 AE0113'THE BENCH MARK.  BENCH MARK IS 64.0 FEET NORTHWEST OF NORTHWEST CORNER
 AE0113'OF ABANDONED RANCH HOUSE, 3.0 FEET NORTH OF AN ADOBE BUILDING, 12.0
 AE0113'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0113'ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT
 AE0113'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0039 ***********************************************************************
 AE0039  DESIGNATION -  X 629 RESET 1950
 AE0039  PID         -  AE0039
 AE0039  STATE/COUNTY-  TX/STARR
 AE0039  USGS QUAD   -  SAN ISIDRO (1993)
 AE0039
 AE0039                         *CURRENT SURVEY CONTROL
 AE0039  ___________________________________________________________________
 AE0039* NAD 83(1986)-  26 42 30.     (N)    098 25 23.     (W)     SCALED    
 AE0039* NAVD 88     -        81.74   (meters)     268.2    (feet)  RESET     
 AE0039  ___________________________________________________________________
 AE0039  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AE0039
 AE0039  VERT ORDER  -  THIRD
 AE0039
 AE0039.The horizontal coordinates were scaled from a topographic map and have
 AE0039.an estimated accuracy of +/- 6 seconds.
 AE0039
 AE0039.The orthometric height was computed from unverified reset data.
 AE0039
 AE0039.The geoid height was determined by GEOID03.
 AE0039
 AE0039;                    North         East    Units  Estimated Accuracy
 AE0039;SPC TX S     - 5,115,410.      307,660.      MT  (+/- 180 meters Scaled)
 AE0039
 AE0039                          SUPERSEDED SURVEY CONTROL
 AE0039
 AE0039.No superseded survey control is available for this station.
 AE0039
 AE0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ573542(NAD 83)
 AE0039_MARKER: DB = BENCH MARK DISK
 AE0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0039_SP_SET: CONCRETE MONUMENT
 AE0039_STAMPING: X 629 RESET 1950
 AE0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0039
 AE0039  HISTORY     - Date     Condition        Report By
 AE0039  HISTORY     - 1950     MONUMENTED       CGS
 AE0039  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0039
 AE0039                          STATION DESCRIPTION
 AE0039
 AE0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AE0039'6.6 MI E FROM LA GLORIA.
 AE0039'TO REACH FROM INTERSECTION OF F.M. ROADS 755 AND 1017, GO E. ON 1017
 AE0039'6.6 MILES TO BENCH MARK.  BENCH MARK IS ON PROPERTY OF FELIPE
 AE0039'REQUENEZ, 1.0 FT. S. OF S. RIGHT OF WAY, 1.0 FT. N. OF 4X4 INCH WHITE
 AE0039'WOODEN WITNESS POST.  MARK IS FLUSH WITH THE GROUND.
 AE0039
 AE0039                          STATION RECOVERY (1972)
 AE0039
 AE0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0427 ***********************************************************************
 AO0427  DESIGNATION -  X 63
 AO0427  PID         -  AO0427
 AO0427  STATE/COUNTY-  TX/DIMMIT
 AO0427  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0427
 AO0427                         *CURRENT SURVEY CONTROL
 AO0427  ___________________________________________________________________
 AO0427* NAD 83(1986)-  28 30 04.     (N)    099 49 57.     (W)     SCALED    
 AO0427* NAVD 88     -       190.851  (meters)     626.15   (feet)  POSTED    
 AO0427  ___________________________________________________________________
 AO0427  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AO0427  DYNAMIC HT  -         190.560 (meters)     625.20  (feet)  COMP
 AO0427  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 AO0427
 AO0427  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0427
 AO0427.The horizontal coordinates were scaled from a topographic map and have
 AO0427.an estimated accuracy of +/- 6 seconds.
 AO0427
 AO0427.The orthometric height was determined by differential leveling
 AO0427.and adjusted by the National Geodetic Survey in 1992..
 AO0427.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0427.rate of 1.1 thru 2.0 mm/km.
 AO0427
 AO0427.The geoid height was determined by GEOID03.
 AO0427
 AO0427.The dynamic height is computed by dividing the NAVD 88
 AO0427.geopotential number by the normal gravity value computed on the
 AO0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0427.degrees latitude (g = 980.6199 gals.).
 AO0427
 AO0427.The modeled gravity was interpolated from observed gravity values.
 AO0427
 AO0427;                    North         East    Units  Estimated Accuracy
 AO0427;SPC TXSC     - 4,074,300.      518,500.      MT  (+/- 180 meters Scaled)
 AO0427
 AO0427                          SUPERSEDED SURVEY CONTROL
 AO0427
 AO0427.No superseded survey control is available for this station.
 AO0427
 AO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS185529(NAD 83)
 AO0427_MARKER: DB = BENCH MARK DISK
 AO0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0427_STAMPING: X 63 1919
 AO0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0427+STABILITY: SURFACE MOTION
 AO0427
 AO0427  HISTORY     - Date     Condition        Report By
 AO0427  HISTORY     - 1919     MONUMENTED       CGS
 AO0427  HISTORY     - 1957     MARK NOT FOUND   NGS
 AO0427  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 AO0427
 AO0427                          STATION DESCRIPTION
 AO0427
 AO0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0427'6.5 MI NW FROM CARRIZO SPRINGS.
 AO0427'ABOUT 6.5 MILES NORTH OF ASHERTON, DIMMIT COUNTY, 2.5 MILES SOUTH OF
 AO0427'CARRIZO SPRINGS, ON THE ASHERTON-CARRIZO SPRINGS ROAD, ABOUT 13 FEET
 AO0427'WEST OF THE ROAD, IN THE SOUTHEAST CORNER OF A FIELD.  A STANDARD DISK
 AO0427'STAMPED X 63 1919 AND SET IN THE TOP OF A CONCRETE POST.
 AO0427
 AO0427                          STATION RECOVERY (1997)
 AO0427
 AO0427'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0204 ***********************************************************************
 AE0204  DESIGNATION -  X 630
 AE0204  PID         -  AE0204
 AE0204  STATE/COUNTY-  TX/HIDALGO
 AE0204  USGS QUAD   -  LINN (1982)
 AE0204
 AE0204                         *CURRENT SURVEY CONTROL
 AE0204  ___________________________________________________________________
 AE0204* NAD 83(1986)-  26 33 25.     (N)    098 07 20.     (W)     SCALED    
 AE0204* NAVD 88     -        22.419  (meters)      73.55   (feet)  ADJUSTED  
 AE0204  ___________________________________________________________________
 AE0204  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AE0204  DYNAMIC HT  -          22.383 (meters)      73.43  (feet)  COMP
 AE0204  MODELED GRAV-     979,038.4   (mgal)                       NAVD 88
 AE0204
 AE0204  VERT ORDER  -  SECOND    CLASS 0
 AE0204
 AE0204.The horizontal coordinates were scaled from a topographic map and have
 AE0204.an estimated accuracy of +/- 6 seconds.
 AE0204
 AE0204.The orthometric height was determined by differential leveling
 AE0204.and adjusted by the National Geodetic Survey in June 1991..
 AE0204
 AE0204.The geoid height was determined by GEOID03.
 AE0204
 AE0204.The dynamic height is computed by dividing the NAVD 88
 AE0204.geopotential number by the normal gravity value computed on the
 AE0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0204.degrees latitude (g = 980.6199 gals.).
 AE0204
 AE0204.The modeled gravity was interpolated from observed gravity values.
 AE0204
 AE0204;                    North         East    Units  Estimated Accuracy
 AE0204;SPC TX S     - 5,098,690.      337,640.      MT  (+/- 180 meters Scaled)
 AE0204
 AE0204                          SUPERSEDED SURVEY CONTROL
 AE0204
 AE0204  NGVD 29 (??/??/92)   22.529  (m)           73.91   (f) ADJ UNCH    2 0
 AE0204
 AE0204.Superseded values are not recommended for survey control.
 AE0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0204.See file dsdata.txt to determine how the superseded data were derived.
 AE0204
 AE0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ874376(NAD 83)
 AE0204_MARKER: DB = BENCH MARK DISK
 AE0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0204_STAMPING: X 630 1942
 AE0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0204+STABILITY: SURFACE MOTION
 AE0204
 AE0204  HISTORY     - Date     Condition        Report By
 AE0204  HISTORY     - 1942     MONUMENTED       CGS
 AE0204  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0204  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0204
 AE0204                          STATION DESCRIPTION
 AE0204
 AE0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0204'1.1 MI E FROM LINN.
 AE0204'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT LINN-- PROCEED
 AE0204'1.1 MILES EASTERLY ALONG TRACK ROAD TO INTERSECTION OF STATE HIGHWAY
 AE0204'NO. 281 AND SITE OF BENCH MARK.  BENCH MARK IS 49.0 FEET EAST OF AND
 AE0204'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF INTERSECTION OF DIRT
 AE0204'ROAD LEADING WEST AND THE HIGHWAY.  IT IS 3.0 FEET SOUTH OF A 4X4-INCH
 AE0204'WOODEN MARKER POST AND 1.0 FOOT WEST OF RIGHT-OF-WAY FENCE. THE
 AE0204'MONUMENT PROJECTS 0.4 FOOT.
 AE0204
 AE0204                          STATION RECOVERY (1962)
 AE0204
 AE0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0204'MARK NOT FOUND.
 AE0204
 AE0204                          STATION RECOVERY (1992)
 AE0204
 AE0204'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0544 ***********************************************************************
 AH0544  DESIGNATION -  X 632
 AH0544  PID         -  AH0544
 AH0544  STATE/COUNTY-  TX/KLEBERG
 AH0544  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0544
 AH0544                         *CURRENT SURVEY CONTROL
 AH0544  ___________________________________________________________________
 AH0544* NAD 83(1993)-  27 26 00.54816(N)    097 36 16.12921(W)     ADJUSTED  
 AH0544* NAVD 88     -         8.780  (meters)      28.81   (feet)  ADJUSTED  
 AH0544  ___________________________________________________________________
 AH0544  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AH0544  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH0544  DYNAMIC HT  -           8.766 (meters)      28.76  (feet)  COMP
 AH0544  MODELED GRAV-     979,107.2   (mgal)                       NAVD 88
 AH0544
 AH0544  HORZ ORDER  -  SECOND
 AH0544  VERT ORDER  -  SECOND    CLASS 0
 AH0544
 AH0544.The horizontal coordinates were established by classical geodetic methods
 AH0544.and adjusted by the National Geodetic Survey in February 1996..
 AH0544
 AH0544.The orthometric height was determined by differential leveling
 AH0544.and adjusted by the National Geodetic Survey in June 1991..
 AH0544
 AH0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0544
 AH0544.The geoid height was determined by GEOID03.
 AH0544
 AH0544.The dynamic height is computed by dividing the NAVD 88
 AH0544.geopotential number by the normal gravity value computed on the
 AH0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0544.degrees latitude (g = 980.6199 gals.).
 AH0544
 AH0544.The modeled gravity was interpolated from observed gravity values.
 AH0544
 AH0544;                    North         East     Units Scale Factor Converg.
 AH0544;SPC TX S     - 5,196,064.650   388,533.800   MT  0.99992316   +0 24 23.7
 AH0544;SPC TX S     -17,047,422.11  1,274,714.64   sFT  0.99992316   +0 24 23.7
 AH0544;UTM  14      - 3,035,223.229   637,929.796   MT  0.99983484   +0 38 35.0
 AH0544
 AH0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0544!SPC TX S     -   1.00000265  x   0.99992316  =   0.99992581
 AH0544!UTM  14      -   1.00000265  x   0.99983484  =   0.99983749
 AH0544
 AH0544                          SUPERSEDED SURVEY CONTROL
 AH0544
 AH0544  NAD 83(1986)-  27 26 00.56447(N)    097 36 16.10508(W) AD(       ) 2
 AH0544  NAD 27      -  27 25 59.43300(N)    097 36 15.13000(W) AD(       ) 2
 AH0544  NGVD 29 (??/??/92)    8.910  (m)           29.23   (f) ADJ UNCH    2 0
 AH0544
 AH0544.Superseded values are not recommended for survey control.
 AH0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0544.See file dsdata.txt to determine how the superseded data were derived.
 AH0544
 AH0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3793035223(NAD 83)
 AH0544_MARKER: DB = BENCH MARK DISK
 AH0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0544_STAMPING: X 632 1942
 AH0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0544+STABILITY: SURFACE MOTION
 AH0544
 AH0544  HISTORY     - Date     Condition        Report By
 AH0544  HISTORY     - 1949     MONUMENTED       CGS
 AH0544  HISTORY     - 1949     GOOD             NGS
 AH0544
 AH0544                          STATION DESCRIPTION
 AH0544
 AH0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AH0544'THE STATION IS LOCATED ON THE KING RANCH, ABOUT 15.5 MILES
 AH0544'EAST-SOUTHEAST OF KINGSVILLE, 9.5 MILES SOUTHWEST OF LAURELES
 AH0544'RANCH, 2.0 MILES NORTH OF THE ROAD FROM THE WEST GATE TO
 AH0544'THE KING RANCH TO ALAZAN CAMP.
 AH0544'1 1949.
 AH0544'
 AH0544'BENCH MARK X 632 1942, IS SET
 AH0544'IS SET
 AH0544'IN THE TOP OF A SIX INCH SQUARE CONCRETE POST THAT PROJECTS 16
 AH0544'INCHES AND IS STAMPED X 632 1942.
 AH0544
 AH0544                          STATION RECOVERY (1949)
 AH0544
 AH0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0544'10.9 MI SW FROM LAURELES RANCH.
 AH0544'LOCATED ON KING RANCH, 10.9 MILES SW OF LAURELES RANCH HEADQUARTERS.
 AH0544'TO REACH FROM LAURELES RANCH HEADQUARTERS, PROCEED W ON ASPHALT ROAD
 AH0544'3.0 MILES TO Y INTERSECTION, TURN S ON GRADED ROAD 4.7 MILES TO FORK,
 AH0544'TURN RIGHT AT FORK AND GO 2.0 MILES TO GATE IN N-S FENCE, PASS THROUGH
 AH0544'GATE AND CONTINUE 1.6 MILES SOUTHERLY ALONG TRACK ROAD ON WEST SIDE OF
 AH0544'FENCE.  24 FT. W OF CENTERLINE OF ROAD, 82.47 FT. W OF TRIANGULATION
 AH0544'STATION PORTALES 1949 AND 3 FT. S OF A WITNESS POST. STANDARD DISK
 AH0544'STAMPED X 632 1942 SET IN TOP OF 6X6 INCH CONCRETE MONUMENT PROJECTING
 AH0544'1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0433 ***********************************************************************
 AH0433  DESIGNATION -  X 633
 AH0433  PID         -  AH0433
 AH0433  STATE/COUNTY-  TX/KLEBERG
 AH0433  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0433
 AH0433                         *CURRENT SURVEY CONTROL
 AH0433  ___________________________________________________________________
 AH0433* NAD 83(1986)-  27 31 26.     (N)    097 29 26.     (W)     SCALED    
 AH0433* NAVD 88     -         7.981  (meters)      26.18   (feet)  ADJUSTED  
 AH0433  ___________________________________________________________________
 AH0433  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AH0433  DYNAMIC HT  -           7.969 (meters)      26.14  (feet)  COMP
 AH0433  MODELED GRAV-     979,116.1   (mgal)                       NAVD 88
 AH0433
 AH0433  VERT ORDER  -  SECOND    CLASS 0
 AH0433
 AH0433.The horizontal coordinates were scaled from a topographic map and have
 AH0433.an estimated accuracy of +/- 6 seconds.
 AH0433
 AH0433.The orthometric height was determined by differential leveling
 AH0433.and adjusted by the National Geodetic Survey in June 1991..
 AH0433
 AH0433.The geoid height was determined by GEOID03.
 AH0433
 AH0433.The dynamic height is computed by dividing the NAVD 88
 AH0433.geopotential number by the normal gravity value computed on the
 AH0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0433.degrees latitude (g = 980.6199 gals.).
 AH0433
 AH0433.The modeled gravity was interpolated from observed gravity values.
 AH0433
 AH0433;                    North         East    Units  Estimated Accuracy
 AH0433;SPC TX S     - 5,206,170.      399,720.      MT  (+/- 180 meters Scaled)
 AH0433
 AH0433                          SUPERSEDED SURVEY CONTROL
 AH0433
 AH0433  NGVD 29 (??/??/92)    8.111  (m)           26.61   (f) ADJ UNCH    2 0
 AH0433
 AH0433.Superseded values are not recommended for survey control.
 AH0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0433.See file dsdata.txt to determine how the superseded data were derived.
 AH0433
 AH0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR490453(NAD 83)
 AH0433_MARKER: DB = BENCH MARK DISK
 AH0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0433_STAMPING: X 633 1942
 AH0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0433+STABILITY: SURFACE MOTION
 AH0433
 AH0433  HISTORY     - Date     Condition        Report By
 AH0433  HISTORY     - 1942     MONUMENTED       CGS
 AH0433  HISTORY     - 1949     GOOD             NGS
 AH0433  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0433
 AH0433                          STATION DESCRIPTION
 AH0433
 AH0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0433'1.8 MI SE FROM KING RANCH.
 AH0433'1.8 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE LAURELES DIVISION
 AH0433'HEADQUARTERS OF THE KING RANCH, KLEBERG COUNTY, 0.3 MILE SOUTHEAST OF
 AH0433'A SMALL CONCRETE CULVERT, AND 40 FEET SOUTHWEST OF AND ABOUT LEVEL
 AH0433'WITH THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED X 633 1942
 AH0433'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AH0433'GROUND.
 AH0433
 AH0433                          STATION RECOVERY (1969)
 AH0433
 AH0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0561 ***********************************************************************
 AH0561  DESIGNATION -  X 634
 AH0561  PID         -  AH0561
 AH0561  STATE/COUNTY-  TX/KLEBERG
 AH0561  USGS QUAD   -  RICARDO (1979)
 AH0561
 AH0561                         *CURRENT SURVEY CONTROL
 AH0561  ___________________________________________________________________
 AH0561* NAD 83(1986)-  27 26 42.     (N)    097 48 53.     (W)     SCALED    
 AH0561* NAVD 88     -        16.162  (meters)      53.02   (feet)  ADJUSTED  
 AH0561  ___________________________________________________________________
 AH0561  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AH0561  DYNAMIC HT  -          16.137 (meters)      52.94  (feet)  COMP
 AH0561  MODELED GRAV-     979,097.6   (mgal)                       NAVD 88
 AH0561
 AH0561  VERT ORDER  -  SECOND    CLASS 0
 AH0561
 AH0561.The horizontal coordinates were scaled from a topographic map and have
 AH0561.an estimated accuracy of +/- 6 seconds.
 AH0561
 AH0561.The orthometric height was determined by differential leveling
 AH0561.and adjusted by the National Geodetic Survey in June 1991..
 AH0561
 AH0561.The geoid height was determined by GEOID03.
 AH0561
 AH0561.The dynamic height is computed by dividing the NAVD 88
 AH0561.geopotential number by the normal gravity value computed on the
 AH0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0561.degrees latitude (g = 980.6199 gals.).
 AH0561
 AH0561.The modeled gravity was interpolated from observed gravity values.
 AH0561
 AH0561;                    North         East    Units  Estimated Accuracy
 AH0561;SPC TX S     - 5,197,210.      367,740.      MT  (+/- 180 meters Scaled)
 AH0561
 AH0561                          SUPERSEDED SURVEY CONTROL
 AH0561
 AH0561  NGVD 29 (??/??/92)   16.266  (m)           53.37   (f) ADJ UNCH    2 0
 AH0561
 AH0561.Superseded values are not recommended for survey control.
 AH0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0561.See file dsdata.txt to determine how the superseded data were derived.
 AH0561
 AH0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR171362(NAD 83)
 AH0561_MARKER: DB = BENCH MARK DISK
 AH0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0561_STAMPING: X 634 1942
 AH0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0561+STABILITY: SURFACE MOTION
 AH0561
 AH0561  HISTORY     - Date     Condition        Report By
 AH0561  HISTORY     - 1942     MONUMENTED       CGS
 AH0561  HISTORY     - 1949     MARK NOT FOUND   NGS
 AH0561  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0561  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AH0561
 AH0561                          STATION DESCRIPTION
 AH0561
 AH0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0561'4.2 MI NE FROM RICARDO.
 AH0561'1.5 MILES NORTH ALONG U.S. HIGHWAY 77 FROM RICARDO, KLEBERG COUNTY,
 AH0561'THENCE 2.7 MILES EAST ALONG A DIRT ROAD.  0.5 MILE WEST OF THE
 AH0561'INTERSECTION OF A PAVED ROAD, ON THE TOP OF A SMALL DRAW BETWEEN TWO
 AH0561'DRAWS WHICH ARE 0.2 MILE APART, 27 FEET SOUTH OF AND ABOUT LEVEL WITH
 AH0561'THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AH0561'POST, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED X 634
 AH0561'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AH0561'GROUND.  NOTE-- IT WAS REPORTED AT THAT TIME THAT THE MARK WAS
 AH0561'PROBABLY DESTROYED DURING ROAD CONSTRUCTION BECAUSE THE DISTANCE FROM
 AH0561'THE CENTER LINE WOULD PLACE THE MARK IN A DITCH.  THE ROAD REFERRED TO
 AH0561'HAS BEEN WIDENED AND SURFACED WITH MACADAM.
 AH0561
 AH0561                          STATION RECOVERY (1975)
 AH0561
 AH0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0561'MARK NOT FOUND.
 AH0561
 AH0561                          STATION RECOVERY (2004)
 AH0561
 AH0561'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1318 ***********************************************************************
 AB1318  DESIGNATION -  X 637
 AB1318  PID         -  AB1318
 AB1318  STATE/COUNTY-  TX/KENEDY
 AB1318  USGS QUAD   -  ARMSTRONG (1982)
 AB1318
 AB1318                         *CURRENT SURVEY CONTROL
 AB1318  ___________________________________________________________________
 AB1318* NAD 83(1986)-  26 59 14.     (N)    097 47 12.     (W)     SCALED    
 AB1318* NAVD 88     -         9.854  (meters)      32.33   (feet)  ADJUSTED  
 AB1318  ___________________________________________________________________
 AB1318  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AB1318  DYNAMIC HT  -           9.839 (meters)      32.28  (feet)  COMP
 AB1318  MODELED GRAV-     979,080.0   (mgal)                       NAVD 88
 AB1318
 AB1318  VERT ORDER  -  SECOND    CLASS 0
 AB1318
 AB1318.The horizontal coordinates were scaled from a topographic map and have
 AB1318.an estimated accuracy of +/- 6 seconds.
 AB1318
 AB1318.The orthometric height was determined by differential leveling
 AB1318.and adjusted by the National Geodetic Survey in June 1991..
 AB1318
 AB1318.The geoid height was determined by GEOID03.
 AB1318
 AB1318.The dynamic height is computed by dividing the NAVD 88
 AB1318.geopotential number by the normal gravity value computed on the
 AB1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1318.degrees latitude (g = 980.6199 gals.).
 AB1318
 AB1318.The modeled gravity was interpolated from observed gravity values.
 AB1318
 AB1318;                    North         East    Units  Estimated Accuracy
 AB1318;SPC TX S     - 5,146,510.      370,800.      MT  (+/- 180 meters Scaled)
 AB1318
 AB1318                          SUPERSEDED SURVEY CONTROL
 AB1318
 AB1318  NGVD 29 (??/??/92)    9.922  (m)           32.55   (f) ADJ UNCH    2 0
 AB1318
 AB1318.Superseded values are not recommended for survey control.
 AB1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1318.See file dsdata.txt to determine how the superseded data were derived.
 AB1318
 AB1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ204855(NAD 83)
 AB1318_MARKER: DB = BENCH MARK DISK
 AB1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1318_STAMPING: X-637 1942
 AB1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1318+STABILITY: SURFACE MOTION
 AB1318
 AB1318  HISTORY     - Date     Condition        Report By
 AB1318  HISTORY     - 1942     MONUMENTED       CGS
 AB1318
 AB1318                          STATION DESCRIPTION
 AB1318
 AB1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1318'1.0 MI SE FROM TURCOTTE.
 AB1318'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1318'PROCEED 0.2 MILES SOUTHERLY ON STATE HIGHWAY NO. 96 TO GRADED
 AB1318'CROSSROAD.  TURN EAST ON GRADED CROSS ROAD AND GO 0.8 MILES TO SITE OF
 AB1318'BENCH MARK.  BENCH MARK IS ABOUT MIDWAY BETWEEN TWO MESQUITE TREES
 AB1318'40.0 FEET APART.  27.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AB1318'THE CENTERLINE OF THE ROAD.  3.0 FEET WEST OF A 4X4 INCH WOODEN MARKER
 AB1318'POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0509 ***********************************************************************
 AE0509  DESIGNATION -  X 638
 AE0509  PID         -  AE0509
 AE0509  STATE/COUNTY-  TX/HIDALGO
 AE0509  USGS QUAD   -  ALTON (1963)
 AE0509
 AE0509                         *CURRENT SURVEY CONTROL
 AE0509  ___________________________________________________________________
 AE0509* NAD 83(1986)-  26 19 36.     (N)    098 16 57.     (W)     SCALED    
 AE0509* NAVD 88     -        45.044  (meters)     147.78   (feet)  ADJUSTED  
 AE0509  ___________________________________________________________________
 AE0509  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE0509  DYNAMIC HT  -          44.970 (meters)     147.54  (feet)  COMP
 AE0509  MODELED GRAV-     979,005.7   (mgal)                       NAVD 88
 AE0509
 AE0509  VERT ORDER  -  SECOND    CLASS 0
 AE0509
 AE0509.The horizontal coordinates were scaled from a topographic map and have
 AE0509.an estimated accuracy of +/- 6 seconds.
 AE0509
 AE0509.The orthometric height was determined by differential leveling
 AE0509.and adjusted by the National Geodetic Survey in June 1991..
 AE0509
 AE0509.The geoid height was determined by GEOID03.
 AE0509
 AE0509.The dynamic height is computed by dividing the NAVD 88
 AE0509.geopotential number by the normal gravity value computed on the
 AE0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0509.degrees latitude (g = 980.6199 gals.).
 AE0509
 AE0509.The modeled gravity was interpolated from observed gravity values.
 AE0509
 AE0509;                    North         East    Units  Estimated Accuracy
 AE0509;SPC TX S     - 5,073,140.      321,710.      MT  (+/- 180 meters Scaled)
 AE0509
 AE0509                          SUPERSEDED SURVEY CONTROL
 AE0509
 AE0509  NGVD 29 (??/??/92)   45.148  (m)          148.12   (f) ADJ UNCH    2 0
 AE0509
 AE0509.Superseded values are not recommended for survey control.
 AE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0509.See file dsdata.txt to determine how the superseded data were derived.
 AE0509
 AE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ716120(NAD 83)
 AE0509_MARKER: DB = BENCH MARK DISK
 AE0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0509_STAMPING: X 638 1942
 AE0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0509+STABILITY: SURFACE MOTION
 AE0509
 AE0509  HISTORY     - Date     Condition        Report By
 AE0509  HISTORY     - 1942     MONUMENTED       CGS
 AE0509  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0509
 AE0509                          STATION DESCRIPTION
 AE0509
 AE0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0509'8.0 MI W FROM EDINBURG.
 AE0509'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 7.0 MILES
 AE0509'WESTERLY ALONG STATE HIGHWAY NO. 107 TO INTERSECTION OF DIRT ROAD
 AE0509'LEADING WEST AT RIGHT-ANGLE CURVE IN HIGHWAY.  THENCE, GO 1.0 MILE
 AE0509'WESTERLY ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AE0509'ABOUT 0.5 MILE NORTH OF INTERSECTION OF ROAD LEADING WEST, ABOUT 100.0
 AE0509'FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD EXTENDED AND 36.0 FEET
 AE0509'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AE0509'IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AE0509'SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0509
 AE0509                          STATION RECOVERY (1961)
 AE0509
 AE0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2618 ***********************************************************************
 AW2618  DESIGNATION -  X 639
 AW2618  PID         -  AW2618
 AW2618  STATE/COUNTY-  TX/GALVESTON
 AW2618  USGS QUAD   -  GALVESTON (1994)
 AW2618
 AW2618                         *CURRENT SURVEY CONTROL
 AW2618  ___________________________________________________________________
 AW2618* NAD 83(1986)-  29 15 51.     (N)    094 51 21.     (W)     SCALED    
 AW2618* NAVD 88     -         1.60   (+/-2cm)       5.2    (feet)  VERTCON   
 AW2618  ___________________________________________________________________
 AW2618  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW2618
 AW2618  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2618
 AW2618.This mark is at Scholes Fld (GLS) Airport (GLS)
 AW2618
 AW2618.The horizontal coordinates were scaled from a topographic map and have
 AW2618.an estimated accuracy of +/- 6 seconds.
 AW2618
 AW2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2618.The vertical order pertains to the NGVD 29 superseded value.
 AW2618
 AW2618.The geoid height was determined by GEOID03.
 AW2618
 AW2618;                    North         East    Units  Estimated Accuracy
 AW2618;SPC TXSC     - 4,165,710.    1,002,630.      MT  (+/- 180 meters Scaled)
 AW2618
 AW2618                          SUPERSEDED SURVEY CONTROL
 AW2618
 AW2618  NGVD 29 (??/??/92)    1.596  (m)            5.24   (f) ADJ UNCH    1 2
 AW2618
 AW2618.Superseded values are not recommended for survey control.
 AW2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2618.See file dsdata.txt to determine how the superseded data were derived.
 AW2618
 AW2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN196386(NAD 83)
 AW2618_MARKER: DB = BENCH MARK DISK
 AW2618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2618_SP_SET: STEP
 AW2618_STAMPING: X 639 1942
 AW2618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2618
 AW2618  HISTORY     - Date     Condition        Report By
 AW2618  HISTORY     - 1942     MONUMENTED       CGS
 AW2618  HISTORY     - 1964     GOOD             NGS
 AW2618  HISTORY     - 1974     GOOD             NGS
 AW2618  HISTORY     - 1987     GOOD             USPSQD
 AW2618  HISTORY     - 1987     GOOD             USPSQD
 AW2618  HISTORY     - 1987     GOOD             USPSQD
 AW2618  HISTORY     - 1988     GOOD             USPSQD
 AW2618  HISTORY     - 1988     GOOD             USPSQD
 AW2618  HISTORY     - 1988     GOOD             USPSQD
 AW2618  HISTORY     - 1988     GOOD             USPSQD
 AW2618  HISTORY     - 1988     GOOD             USPSQD
 AW2618  HISTORY     - 1988     GOOD             USPSQD
 AW2618  HISTORY     - 1988     GOOD             USPSQD
 AW2618  HISTORY     - 1988     GOOD             USPSQD
 AW2618  HISTORY     - 1988     GOOD             USPSQD
 AW2618  HISTORY     - 1989     GOOD             USPSQD
 AW2618  HISTORY     - 1990     GOOD             USPSQD
 AW2618  HISTORY     - 19910407 GOOD             USPSQD
 AW2618  HISTORY     - 19940326 GOOD             USPSQD
 AW2618  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW2618  HISTORY     - 20031215 MARK NOT FOUND   USPSQD
 AW2618  HISTORY     - 20050131 MARK NOT FOUND   USPSQD
 AW2618
 AW2618                          STATION DESCRIPTION
 AW2618
 AW2618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2618'5.5 MI SW FROM GALVESTON.
 AW2618'ABOUT 4.3 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM MOODY CENTER
 AW2618'AT GALVESTON, THENCE 0.7 MILE NORTHWEST ALONG 81ST STREET, THENCE 0.5
 AW2618'MILE SOUTHWEST ALONG A PAVED ROAD THROUGH THE GALVESTON MUNICIPAL
 AW2618'AIRPORT, SET IN THE TOP OF THE SOUTHWEST EDGE OF A CONCRETE STEP AT
 AW2618'THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING FOR THE AIRPORT, 6
 AW2618'INCHES SOUTHEAST OF THE SOUTHEAST FACE OF THE BUILDING, AND ABOUT 6
 AW2618'INCHES ABOVE THE LEVEL OF THE GROUND.
 AW2618
 AW2618                          STATION RECOVERY (1974)
 AW2618
 AW2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1987)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1987)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1987)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1988)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1988)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1988)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1988)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1988)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1988)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1988)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1988)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1988)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1989)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1990)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1991)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (1994)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2618'RECOVERED IN GOOD CONDITION.
 AW2618
 AW2618                          STATION RECOVERY (2001)
 AW2618
 AW2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2618'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW2618
 AW2618                          STATION RECOVERY (2003)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2618'THE BUILDING IS NO LONGER THERE.
 AW2618
 AW2618                          STATION RECOVERY (2005)
 AW2618
 AW2618'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2050 ***********************************************************************
 CS2050  DESIGNATION -  X 64
 CS2050  PID         -  CS2050
 CS2050  STATE/COUNTY-  TX/HILL
 CS2050  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2050
 CS2050                         *CURRENT SURVEY CONTROL
 CS2050  ___________________________________________________________________
 CS2050* NAD 83(1986)-  32 00 40.     (N)    097 07 51.     (W)     SCALED    
 CS2050* NAVD 88     -       193.201  (meters)     633.86   (feet)  ADJUSTED  
 CS2050  ___________________________________________________________________
 CS2050  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CS2050  DYNAMIC HT  -         192.963 (meters)     633.08  (feet)  COMP
 CS2050  MODELED GRAV-     979,406.5   (mgal)                       NAVD 88
 CS2050
 CS2050  VERT ORDER  -  FIRST     CLASS II
 CS2050
 CS2050.The horizontal coordinates were scaled from a topographic map and have
 CS2050.an estimated accuracy of +/- 6 seconds.
 CS2050
 CS2050.The orthometric height was determined by differential leveling
 CS2050.and adjusted by the National Geodetic Survey in June 1991..
 CS2050
 CS2050.The geoid height was determined by GEOID03.
 CS2050
 CS2050.The dynamic height is computed by dividing the NAVD 88
 CS2050.geopotential number by the normal gravity value computed on the
 CS2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2050.degrees latitude (g = 980.6199 gals.).
 CS2050
 CS2050.The modeled gravity was interpolated from observed gravity values.
 CS2050
 CS2050;                    North         East    Units  Estimated Accuracy
 CS2050;SPC TXNC     - 2,039,040.      729,360.      MT  (+/- 180 meters Scaled)
 CS2050
 CS2050                          SUPERSEDED SURVEY CONTROL
 CS2050
 CS2050  NGVD 29 (??/??/92)  193.162  (m)          633.73   (f) ADJ UNCH    1 2
 CS2050
 CS2050.Superseded values are not recommended for survey control.
 CS2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2050.See file dsdata.txt to determine how the superseded data were derived.
 CS2050
 CS2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA765431(NAD 83)
 CS2050_MARKER: DB = BENCH MARK DISK
 CS2050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2050_SP_SET: BUILDING
 CS2050_STAMPING: X 64 1929 ELEV 633.762 FT
 CS2050_MARK LOGO: CGS   
 CS2050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2050+STABILITY: POSITION/ELEVATION WELL
 CS2050
 CS2050  HISTORY     - Date     Condition        Report By
 CS2050  HISTORY     - 1929     MONUMENTED       CGS
 CS2050  HISTORY     - 1952     GOOD             NGS
 CS2050  HISTORY     - 1980     GOOD             NGS
 CS2050  HISTORY     - 1983     GOOD             NGS
 CS2050  HISTORY     - 19950408 GOOD             USPSQD
 CS2050  HISTORY     - 19950715 GOOD             USPSQD
 CS2050  HISTORY     - 20031011 GOOD             USPSQD
 CS2050
 CS2050                          STATION DESCRIPTION
 CS2050
 CS2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2050'IN HILLSBORO.
 CS2050'AT HILLSBORO, SET VERTICALLY IN THE SOUTH ROCK FACE OF THE COURT
 CS2050'HOUSE, 1.5 FEET EAST OF THE SOUTHWEST CORNER, 3.2 FEET ABOVE THE
 CS2050'SIDEWALK.
 CS2050
 CS2050                          STATION RECOVERY (1980)
 CS2050
 CS2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2050'RECOVERED IN GOOD CONDITION.
 CS2050
 CS2050                          STATION RECOVERY (1983)
 CS2050
 CS2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2050'RECOVERED IN GOOD CONDITION.
 CS2050
 CS2050                          STATION RECOVERY (1995)
 CS2050
 CS2050'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2050'RECOVERED IN GOOD CONDITION.
 CS2050
 CS2050                          STATION RECOVERY (1995)
 CS2050
 CS2050'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2050'RECOVERED IN GOOD CONDITION.
 CS2050
 CS2050                          STATION RECOVERY (2003)
 CS2050
 CS2050'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4006 ***********************************************************************
 AW4006  DESIGNATION -  X 640
 AW4006  PID         -  AW4006
 AW4006  STATE/COUNTY-  TX/GALVESTON
 AW4006  USGS QUAD   -  DICKINSON (1997)
 AW4006
 AW4006                         *CURRENT SURVEY CONTROL
 AW4006  ___________________________________________________________________
 AW4006* NAD 83(1986)-  29 27 53.     (N)    095 01 57.     (W)     SCALED    
 AW4006* NAVD 88     -         4.73   (+/-2cm)      15.5    (feet)  VERTCON   
 AW4006  ___________________________________________________________________
 AW4006  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW4006
 AW4006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4006
 AW4006.The horizontal coordinates were scaled from a topographic map and have
 AW4006.an estimated accuracy of +/- 6 seconds.
 AW4006
 AW4006.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4006.The vertical order pertains to the NGVD 29 superseded value.
 AW4006
 AW4006.The geoid height was determined by GEOID03.
 AW4006
 AW4006;                    North         East    Units  Estimated Accuracy
 AW4006;SPC TXSC     - 4,187,330.      984,720.      MT  (+/- 180 meters Scaled)
 AW4006
 AW4006                          SUPERSEDED SURVEY CONTROL
 AW4006
 AW4006  NGVD 29 (??/??/92)    4.731  (m)           15.52   (f) ADJ UNCH    2 0
 AW4006
 AW4006.Superseded values are not recommended for survey control.
 AW4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4006.See file dsdata.txt to determine how the superseded data were derived.
 AW4006
 AW4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN029611(NAD 83)
 AW4006_MARKER: DB = BENCH MARK DISK
 AW4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4006_STAMPING: X-640 1942
 AW4006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4006+STABILITY: SURFACE MOTION
 AW4006
 AW4006  HISTORY     - Date     Condition        Report By
 AW4006  HISTORY     - 1942     MONUMENTED       CGS
 AW4006  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4006  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW4006  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW4006
 AW4006                          STATION DESCRIPTION
 AW4006
 AW4006'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4006'1.0 MI E FROM DICKINSON.
 AW4006'TO REACH FROM THE GULF, HOUSTON AND HENDERSON RAILROAD STATION AT
 AW4006'DICKINSON, PROCEED 1.0 MILE EAST ALONG AN ASPHALT ROAD TO A ROAD
 AW4006'LEADING SOUTH INTO KA-DO PRIVATE PROPERTY AND TO SITE OF BENCH MARK.
 AW4006'BENCH MARK IS 30.0 FEET NORTHEAST OF THE CENTER OF A CATTLE GUARD
 AW4006'INSIDE OF , 18.0 FEET SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 AW4006'PAVEMENT.  IT IS 2.0 FEET EAST OF A FENCE CORNER AND 1.0 FOOT NORTH OF
 AW4006'FENCE.  MONUMENT IS 2.0 FEET WEST OF A 4 X 4 INCH WHITE WOODEN MARKER
 AW4006'POST, AND PROJECTS 0.4 FOOT.
 AW4006
 AW4006                          STATION RECOVERY (1989)
 AW4006
 AW4006'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW4006'MARK NOT FOUND.
 AW4006
 AW4006                          STATION RECOVERY (1999)
 AW4006
 AW4006'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4006'MARK NOT FOUND.
 AW4006
 AW4006                          STATION RECOVERY (2003)
 AW4006
 AW4006'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW4006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1310 ***********************************************************************
 AW1310  DESIGNATION -  X 640 RESET 1949
 AW1310  PID         -  AW1310
 AW1310  STATE/COUNTY-  TX/GALVESTON
 AW1310  USGS QUAD   -  DICKINSON (1997)
 AW1310
 AW1310                         *CURRENT SURVEY CONTROL
 AW1310  ___________________________________________________________________
 AW1310* NAD 83(1986)-  29 27 53.     (N)    095 01 57.     (W)     SCALED    
 AW1310* NAVD 88     -         4.12   (+/-2cm)      13.5    (feet)  VERTCON   
 AW1310  ___________________________________________________________________
 AW1310  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1310
 AW1310  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1310
 AW1310.The horizontal coordinates were scaled from a topographic map and have
 AW1310.an estimated accuracy of +/- 6 seconds.
 AW1310
 AW1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1310.The vertical order pertains to the NGVD 29 superseded value.
 AW1310
 AW1310.The geoid height was determined by GEOID03.
 AW1310
 AW1310;                    North         East    Units  Estimated Accuracy
 AW1310;SPC TXSC     - 4,187,330.      984,720.      MT  (+/- 180 meters Scaled)
 AW1310
 AW1310                          SUPERSEDED SURVEY CONTROL
 AW1310
 AW1310  NGVD 29 (??/??/92)    4.115  (m)           13.50   (f) ADJ UNCH    1 2
 AW1310
 AW1310.Superseded values are not recommended for survey control.
 AW1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1310.See file dsdata.txt to determine how the superseded data were derived.
 AW1310
 AW1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN029611(NAD 83)
 AW1310_MARKER: DB = BENCH MARK DISK
 AW1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1310_STAMPING: X 640 RESET 1949
 AW1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1310+STABILITY: SURFACE MOTION
 AW1310
 AW1310  HISTORY     - Date     Condition        Report By
 AW1310  HISTORY     - 1949     MONUMENTED       CGS
 AW1310  HISTORY     - 1973     GOOD             NGS
 AW1310  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1310  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1310  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1310  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW1310
 AW1310                          STATION DESCRIPTION
 AW1310
 AW1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1310'1.3 MI E FROM DICKINSON.
 AW1310'1.3 MILES EAST ALONG FARM ROAD 517 FROM THE JUNCTION OF STATE HIGHWAY
 AW1310'3 AT DICKINSON, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 83.5
 AW1310'FEET NORTHWEST OF THE NORTHWEST CORNER OF PLANTATION MINIT MARKET
 AW1310'STORE BUILDING, 9 FEET EAST OF THE EXTENDED CENTER LINE OF BAKER
 AW1310'DRIVE, 16 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY SOUTH TO
 AW1310'PLANTATION BEND, 38.3 FEET EAST-SOUTHEAST OF THE EAST END OF THE SOUTH
 AW1310'CONCRETE HEADWALL OF A CULVERT, 5.8 FEET SOUTHWEST OF A FIRE HYDRANT,
 AW1310'IN LINE WITH A ROW OF POWER LINE POLES, 1.3 FEET WEST OF A WITNESS
 AW1310'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW1310'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW1310
 AW1310                          STATION RECOVERY (1978)
 AW1310
 AW1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1310'NOT RECOVERED.
 AW1310
 AW1310                          STATION RECOVERY (1987)
 AW1310
 AW1310'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1310'MARK NOT FOUND.
 AW1310
 AW1310                          STATION RECOVERY (1994)
 AW1310
 AW1310'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1310'MARK NOT FOUND.
 AW1310
 AW1310                          STATION RECOVERY (2004)
 AW1310
 AW1310'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0153 ***********************************************************************
 AE0153  DESIGNATION -  X 641
 AE0153  PID         -  AE0153
 AE0153  STATE/COUNTY-  TX/HIDALGO
 AE0153  USGS QUAD   -  LA REFORMA (1993)
 AE0153
 AE0153                         *CURRENT SURVEY CONTROL
 AE0153  ___________________________________________________________________
 AE0153* NAD 83(1986)-  26 42 13.     (N)    098 17 49.     (W)     SCALED    
 AE0153* NAVD 88     -        52.095  (meters)     170.91   (feet)  ADJUSTED  
 AE0153  ___________________________________________________________________
 AE0153  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AE0153  DYNAMIC HT  -          52.011 (meters)     170.64  (feet)  COMP
 AE0153  MODELED GRAV-     979,027.5   (mgal)                       NAVD 88
 AE0153
 AE0153  VERT ORDER  -  SECOND    CLASS 0
 AE0153
 AE0153.The horizontal coordinates were scaled from a topographic map and have
 AE0153.an estimated accuracy of +/- 6 seconds.
 AE0153
 AE0153.The orthometric height was determined by differential leveling
 AE0153.and adjusted by the National Geodetic Survey in June 1991..
 AE0153
 AE0153.The geoid height was determined by GEOID03.
 AE0153
 AE0153.The dynamic height is computed by dividing the NAVD 88
 AE0153.geopotential number by the normal gravity value computed on the
 AE0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0153.degrees latitude (g = 980.6199 gals.).
 AE0153
 AE0153.The modeled gravity was interpolated from observed gravity values.
 AE0153
 AE0153;                    North         East    Units  Estimated Accuracy
 AE0153;SPC TX S     - 5,114,900.      320,210.      MT  (+/- 180 meters Scaled)
 AE0153
 AE0153                          SUPERSEDED SURVEY CONTROL
 AE0153
 AE0153  NGVD 29 (??/??/92)   52.190  (m)          171.23   (f) ADJ UNCH    2 0
 AE0153
 AE0153.Superseded values are not recommended for survey control.
 AE0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0153.See file dsdata.txt to determine how the superseded data were derived.
 AE0153
 AE0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ699538(NAD 83)
 AE0153_MARKER: DB = BENCH MARK DISK
 AE0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0153_STAMPING: X 641 1942
 AE0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0153+STABILITY: SURFACE MOTION
 AE0153
 AE0153  HISTORY     - Date     Condition        Report By
 AE0153  HISTORY     - 1942     MONUMENTED       CGS
 AE0153  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0153
 AE0153                          STATION DESCRIPTION
 AE0153
 AE0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0153'2.4 MI N FROM CIPRES.
 AE0153'TO REACH FROM THE POST OFFICE AT CIPRES-- PROCEED 2.4 MILES NORTHERLY
 AE0153'ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AE0153'0.1 MILE EAST OF A SMALL HOUSE, 12.0 FEET EAST OF AND ABOUT THE SAME
 AE0153'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS AT THE SOUTHEAST
 AE0153'CORNER OF CULTIVATED FIELD, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AE0153'POST AND 1.0 FOOT WEST OF FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
 AE0153
 AE0153                          STATION RECOVERY (1972)
 AE0153
 AE0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0977 ***********************************************************************
 AE0977  DESIGNATION -  X 642
 AE0977  PID         -  AE0977
 AE0977  STATE/COUNTY-  TX/STARR
 AE0977  USGS QUAD   -  RINCON (1993)
 AE0977
 AE0977                         *CURRENT SURVEY CONTROL
 AE0977  ___________________________________________________________________
 AE0977* NAD 83(1986)-  26 36 54.     (N)    098 32 39.     (W)     SCALED    
 AE0977* NAVD 88     -       128.693  (meters)     422.22   (feet)  ADJUSTED  
 AE0977  ___________________________________________________________________
 AE0977  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AE0977  DYNAMIC HT  -         128.482 (meters)     421.53  (feet)  COMP
 AE0977  MODELED GRAV-     979,002.8   (mgal)                       NAVD 88
 AE0977
 AE0977  VERT ORDER  -  SECOND    CLASS 0
 AE0977
 AE0977.The horizontal coordinates were scaled from a topographic map and have
 AE0977.an estimated accuracy of +/- 6 seconds.
 AE0977
 AE0977.The orthometric height was determined by differential leveling
 AE0977.and adjusted by the National Geodetic Survey in June 1991..
 AE0977
 AE0977.The geoid height was determined by GEOID03.
 AE0977
 AE0977.The dynamic height is computed by dividing the NAVD 88
 AE0977.geopotential number by the normal gravity value computed on the
 AE0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0977.degrees latitude (g = 980.6199 gals.).
 AE0977
 AE0977.The modeled gravity was interpolated from observed gravity values.
 AE0977
 AE0977;                    North         East    Units  Estimated Accuracy
 AE0977;SPC TX S     - 5,105,070.      295,600.      MT  (+/- 180 meters Scaled)
 AE0977
 AE0977                          SUPERSEDED SURVEY CONTROL
 AE0977
 AE0977  NGVD 29 (??/??/92)  128.755  (m)          422.42   (f) ADJ UNCH    2 0
 AE0977
 AE0977.Superseded values are not recommended for survey control.
 AE0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0977.See file dsdata.txt to determine how the superseded data were derived.
 AE0977
 AE0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ453438(NAD 83)
 AE0977_MARKER: DB = BENCH MARK DISK
 AE0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0977_STAMPING: X 642 1942
 AE0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0977+STABILITY: SURFACE MOTION
 AE0977
 AE0977  HISTORY     - Date     Condition        Report By
 AE0977  HISTORY     - 1942     MONUMENTED       CGS
 AE0977
 AE0977                          STATION DESCRIPTION
 AE0977
 AE0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0977'10.2 MI W FROM DELMITA.
 AE0977'TO REACH FROM THE POST OFFICE AT DELMITA-- PROCEED 1.3 MILES WEST
 AE0977'ALONG DIRT ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO 1.5 MILES
 AE0977'SOUTHERLY ALONG ROAD TO SHARP CURVE.  THENCE, CONTINUE 7.4 MILES
 AE0977'WESTERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AE0977'ABOUT 0.3 MILE WEST OF INTERSECTION OF ROAD LEADING SOUTH AT CATTLE
 AE0977'GUARD, 32.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AE0977'THE ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE
 AE0977'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0978 ***********************************************************************
 AE0978  DESIGNATION -  X 642 RESET 1957
 AE0978  PID         -  AE0978
 AE0978  STATE/COUNTY-  TX/STARR
 AE0978  USGS QUAD   -  RINCON (1993)
 AE0978
 AE0978                         *CURRENT SURVEY CONTROL
 AE0978  ___________________________________________________________________
 AE0978* NAD 83(1986)-  26 36 55.     (N)    098 32 39.     (W)     SCALED    
 AE0978* NAVD 88     -       128.78   (meters)     422.5    (feet)  RESET     
 AE0978  ___________________________________________________________________
 AE0978  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AE0978
 AE0978  VERT ORDER  -  THIRD
 AE0978
 AE0978.The horizontal coordinates were scaled from a topographic map and have
 AE0978.an estimated accuracy of +/- 6 seconds.
 AE0978
 AE0978.The orthometric height was computed from unverified reset data.
 AE0978
 AE0978.The geoid height was determined by GEOID03.
 AE0978
 AE0978;                    North         East    Units  Estimated Accuracy
 AE0978;SPC TX S     - 5,105,100.      295,600.      MT  (+/- 180 meters Scaled)
 AE0978
 AE0978                          SUPERSEDED SURVEY CONTROL
 AE0978
 AE0978.No superseded survey control is available for this station.
 AE0978
 AE0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ453439(NAD 83)
 AE0978_MARKER: DB = BENCH MARK DISK
 AE0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0978_STAMPING: X 642 RESET 1957
 AE0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0978+STABILITY: SURFACE MOTION
 AE0978
 AE0978  HISTORY     - Date     Condition        Report By
 AE0978  HISTORY     - 1957     MONUMENTED       TXHD
 AE0978  HISTORY     - 1959     GOOD             NGS
 AE0978
 AE0978                          STATION DESCRIPTION
 AE0978
 AE0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE0978'25.1 MI NE FROM RIO GRANDE CITY.
 AE0978'ABOUT 19.5 MILES NORTHEAST ALONG STATE HIGHWAY NO. 755 FROM RIO GRANDE
 AE0978'CITY AND THEN THE RIGHT FORK ON F.M. ROAD 2294, NORTHEAST, 5.6 MILES
 AE0978'TO THE MARK ON THE LEFT.  IT IS 1 FOOT NORTHEAST OF THE NORTHWEST
 AE0978'RIGHT-OF-WAY FENCE, AND 60 YARDS WEST OF THE CENTERLINE OF A FARM ROAD
 AE0978'WHICH CROSSES A CATTLEGUARD AND ENTERS A FIELD ON THE SOUTH. IT IS 0.3
 AE0978'MILE SOUTHWEST OF A GRADED ROAD LEADING SOUTH.  IT IS 41 FEET LEFT OF
 AE0978'HIGHWAY SURVEY STATION 306 + 09.  A STANDARD DISK STAMPED X 642 RESET
 AE0978'1957 IN A CONCRETE FILLED METAL CYLINDER 6 INCHES IN DIAMETER AND
 AE0978'PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0584 ***********************************************************************
 AE0584  DESIGNATION -  X 645
 AE0584  PID         -  AE0584
 AE0584  STATE/COUNTY-  TX/HIDALGO
 AE0584  USGS QUAD   -  FAYSVILLE (1963)
 AE0584
 AE0584                         *CURRENT SURVEY CONTROL
 AE0584  ___________________________________________________________________
 AE0584* NAD 83(1986)-  26 27 47.     (N)    098 12 43.     (W)     SCALED    
 AE0584* NAVD 88     -        37.495  (meters)     123.01   (feet)  ADJUSTED  
 AE0584  ___________________________________________________________________
 AE0584  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0584  DYNAMIC HT  -          37.434 (meters)     122.81  (feet)  COMP
 AE0584  MODELED GRAV-     979,022.5   (mgal)                       NAVD 88
 AE0584
 AE0584  VERT ORDER  -  SECOND    CLASS 0
 AE0584
 AE0584.The horizontal coordinates were scaled from a topographic map and have
 AE0584.an estimated accuracy of +/- 6 seconds.
 AE0584
 AE0584.The orthometric height was determined by differential leveling
 AE0584.and adjusted by the National Geodetic Survey in June 1991..
 AE0584
 AE0584.The geoid height was determined by GEOID03.
 AE0584
 AE0584.The dynamic height is computed by dividing the NAVD 88
 AE0584.geopotential number by the normal gravity value computed on the
 AE0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0584.degrees latitude (g = 980.6199 gals.).
 AE0584
 AE0584.The modeled gravity was interpolated from observed gravity values.
 AE0584
 AE0584;                    North         East    Units  Estimated Accuracy
 AE0584;SPC TX S     - 5,088,270.      328,720.      MT  (+/- 180 meters Scaled)
 AE0584
 AE0584                          SUPERSEDED SURVEY CONTROL
 AE0584
 AE0584  NGVD 29 (??/??/92)   37.598  (m)          123.35   (f) ADJ UNCH    2 0
 AE0584
 AE0584.Superseded values are not recommended for survey control.
 AE0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0584.See file dsdata.txt to determine how the superseded data were derived.
 AE0584
 AE0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ785272(NAD 83)
 AE0584_MARKER: DB = BENCH MARK DISK
 AE0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0584_STAMPING: X 645 1942
 AE0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0584+STABILITY: SURFACE MOTION
 AE0584
 AE0584  HISTORY     - Date     Condition        Report By
 AE0584  HISTORY     - 1942     MONUMENTED       CGS
 AE0584
 AE0584                          STATION DESCRIPTION
 AE0584
 AE0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0584'15.5 MI NW FROM EDINBURG.
 AE0584'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0584'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0584'WEST.  THENCE, GO 5.0 MILES WESTERLY ALONG DIRT ROAD TO SITE OF THE
 AE0584'BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF A MAIL BOX, ABOUT
 AE0584'200.0 FEET WEST OF THE TOP OF A SMALL HILL AND 29.0 FEET NORTH OF AND
 AE0584'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0
 AE0584'FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF
 AE0584'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0585 ***********************************************************************
 AE0585  DESIGNATION -  X 645 RESET 1959
 AE0585  PID         -  AE0585
 AE0585  STATE/COUNTY-  TX/HIDALGO
 AE0585  USGS QUAD   -  FAYSVILLE (1963)
 AE0585
 AE0585                         *CURRENT SURVEY CONTROL
 AE0585  ___________________________________________________________________
 AE0585* NAD 83(1986)-  26 27 47.     (N)    098 12 43.     (W)     SCALED    
 AE0585* NAVD 88     -        37.49   (meters)     123.0    (feet)  RESET     
 AE0585  ___________________________________________________________________
 AE0585  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0585
 AE0585  VERT ORDER  -  THIRD
 AE0585
 AE0585.The horizontal coordinates were scaled from a topographic map and have
 AE0585.an estimated accuracy of +/- 6 seconds.
 AE0585
 AE0585.The orthometric height was computed from unverified reset data.
 AE0585
 AE0585.The geoid height was determined by GEOID03.
 AE0585
 AE0585;                    North         East    Units  Estimated Accuracy
 AE0585;SPC TX S     - 5,088,270.      328,720.      MT  (+/- 180 meters Scaled)
 AE0585
 AE0585                          SUPERSEDED SURVEY CONTROL
 AE0585
 AE0585.No superseded survey control is available for this station.
 AE0585
 AE0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ785272(NAD 83)
 AE0585_MARKER: DB = BENCH MARK DISK
 AE0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0585_SP_SET: UNSPECIFIED
 AE0585_STAMPING: X 645 RESET 1959
 AE0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0585
 AE0585  HISTORY     - Date     Condition        Report By
 AE0585  HISTORY     - 1959     MONUMENTED       TXHD
 AE0585  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0585
 AE0585                          STATION DESCRIPTION
 AE0585
 AE0585'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AE0585'15.4 MI NW FROM EDINBURG.
 AE0585'10.4 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COUNTY COURTHOUSE AT
 AE0585'EDINBURG, HIDALGO COUNTY, THENCE 5.0 MILES WEST ALONG A DIRT ROAD. IN
 AE0585'A NEW NORTH FENCE LINE.
 AE0585
 AE0585                          STATION RECOVERY (1962)
 AE0585
 AE0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2572 ***********************************************************************
 AW2572  DESIGNATION -  X 649 RESET 1961
 AW2572  PID         -  AW2572
 AW2572  STATE/COUNTY-  TX/CHAMBERS
 AW2572  USGS QUAD   -  STOWELL (1993)
 AW2572
 AW2572                         *CURRENT SURVEY CONTROL
 AW2572  ___________________________________________________________________
 AW2572* NAD 83(1986)-  29 51 33.     (N)    094 29 27.     (W)     SCALED    
 AW2572* NAVD 88     -        10.11   (+/-2cm)      33.2    (feet)  VERTCON   
 AW2572  ___________________________________________________________________
 AW2572  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW2572
 AW2572  VERT ORDER  -  THIRD (See Below)
 AW2572
 AW2572.The horizontal coordinates were scaled from a topographic map and have
 AW2572.an estimated accuracy of +/- 6 seconds.
 AW2572
 AW2572.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2572.The vertical order pertains to the NGVD 29 superseded value.
 AW2572
 AW2572.The geoid height was determined by GEOID03.
 AW2572
 AW2572;                    North         East    Units  Estimated Accuracy
 AW2572;SPC TXSC     - 4,232,920.    1,035,540.      MT  (+/- 180 meters Scaled)
 AW2572
 AW2572                          SUPERSEDED SURVEY CONTROL
 AW2572
 AW2572  NGVD 29 (??/??/??)   10.11   (m)           33.2    (f) RESET       3  
 AW2572
 AW2572.Superseded values are not recommended for survey control.
 AW2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2572.See file dsdata.txt to determine how the superseded data were derived.
 AW2572
 AW2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP560041(NAD 83)
 AW2572_MARKER: DB = BENCH MARK DISK
 AW2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2572_STAMPING: X 649 RESET 1961
 AW2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2572+STABILITY: SURFACE MOTION
 AW2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2572+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 AW2572
 AW2572  HISTORY     - Date     Condition        Report By
 AW2572  HISTORY     - 1961     MONUMENTED       CGS
 AW2572  HISTORY     - 19960913 GOOD             USPSQD
 AW2572  HISTORY     - 19980202 GOOD             USPSQD
 AW2572  HISTORY     - 20010331 GOOD             NGS
 AW2572  HISTORY     - 20030211 GOOD             USPSQD
 AW2572  HISTORY     - 20040220 GOOD             USPSQD
 AW2572
 AW2572                          STATION DESCRIPTION
 AW2572
 AW2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AW2572'8.3 MI E FROM HANKAMER.
 AW2572'THIS MARK IS LOCATED 8.3 MILES EAST ALONG F.M. ROAD NO. 1663 FROM THE
 AW2572'JUNCTION WITH STATE HIGHWAY NO. 61 AT THE SOUTH EDGE OF HANKAMER, AT
 AW2572'THE JUNCTION WITH F.M. ROAD NO. 1410, IN THE SOUTHEAST POINT OF THE
 AW2572'INTERSECTION, AT THE SOUTHWEST END OF THE FLARE FENCE, ABOUT 6 FEET
 AW2572'EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE HIGHWAY TO THE SOUTH AND 2
 AW2572'FEET SOUTHWEST OF A WITNESS SIGN.  SET IN A CONCRETE POST WHICH
 AW2572'PROJECTS ABOUT 2 INCHES.
 AW2572
 AW2572                          STATION RECOVERY (1996)
 AW2572
 AW2572'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2572'RECOVERED IN GOOD CONDITION.
 AW2572
 AW2572                          STATION RECOVERY (1998)
 AW2572
 AW2572'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2572'RECOVERED IN GOOD CONDITION.
 AW2572
 AW2572                          STATION RECOVERY (2001)
 AW2572
 AW2572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2572'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2572
 AW2572                          STATION RECOVERY (2003)
 AW2572
 AW2572'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2572'RECOVERED IN GOOD CONDITION.
 AW2572
 AW2572                          STATION RECOVERY (2004)
 AW2572
 AW2572'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0606 ***********************************************************************
 BZ0606  DESIGNATION -  X 65
 BZ0606  PID         -  BZ0606
 BZ0606  STATE/COUNTY-  TX/LIMESTONE
 BZ0606  USGS QUAD   -  TEHUACANA (1978)
 BZ0606
 BZ0606                         *CURRENT SURVEY CONTROL
 BZ0606  ___________________________________________________________________
 BZ0606* NAD 83(1986)-  31 42 50.     (N)    096 34 17.     (W)     SCALED    
 BZ0606* NAVD 88     -       161.253  (meters)     529.04   (feet)  ADJUSTED  
 BZ0606  ___________________________________________________________________
 BZ0606  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0606  DYNAMIC HT  -         161.060 (meters)     528.41  (feet)  COMP
 BZ0606  MODELED GRAV-     979,439.5   (mgal)                       NAVD 88
 BZ0606
 BZ0606  VERT ORDER  -  FIRST     CLASS II
 BZ0606
 BZ0606.The horizontal coordinates were scaled from a topographic map and have
 BZ0606.an estimated accuracy of +/- 6 seconds.
 BZ0606
 BZ0606.The orthometric height was determined by differential leveling
 BZ0606.and adjusted by the National Geodetic Survey in June 1991..
 BZ0606
 BZ0606.The geoid height was determined by GEOID03.
 BZ0606
 BZ0606.The dynamic height is computed by dividing the NAVD 88
 BZ0606.geopotential number by the normal gravity value computed on the
 BZ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0606.degrees latitude (g = 980.6199 gals.).
 BZ0606
 BZ0606.The modeled gravity was interpolated from observed gravity values.
 BZ0606
 BZ0606;                    North         East    Units  Estimated Accuracy
 BZ0606;SPC TX C     - 3,232,980.    1,056,500.      MT  (+/- 180 meters Scaled)
 BZ0606
 BZ0606                          SUPERSEDED SURVEY CONTROL
 BZ0606
 BZ0606  NGVD 29 (??/??/92)  161.232  (m)          528.98   (f) ADJ UNCH    1 2
 BZ0606
 BZ0606.Superseded values are not recommended for survey control.
 BZ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0606.See file dsdata.txt to determine how the superseded data were derived.
 BZ0606
 BZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA301112(NAD 83)
 BZ0606_MARKER: DB = BENCH MARK DISK
 BZ0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0606_SP_SET: CULVERT
 BZ0606_STAMPING: X 65 1919
 BZ0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0606
 BZ0606  HISTORY     - Date     Condition        Report By
 BZ0606  HISTORY     - 1919     MONUMENTED       CGS
 BZ0606  HISTORY     - 1948     GOOD             NGS
 BZ0606  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0606
 BZ0606                          STATION DESCRIPTION
 BZ0606
 BZ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0606'5.51 MI SE FROM COOLIDGE.
 BZ0606'5.51 MILES SOUTHEAST ALONG THE ABANDONED BURLINGTON-ROCK ISLAND
 BZ0606'RAILROAD FROM THE STATION BUILDING AT COOLIDGE, 282.0 FEET EAST OF THE
 BZ0606'POINT WHERE A PUBLIC ROAD CROSSES THE OLD RAILROAD BED, 14.0 FEET
 BZ0606'SOUTH OF THE CENTER LINE OF THE OLD RAILROAD GRADE, IN A SMALL GROUP
 BZ0606'OF WILLOW TREES, SET IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF
 BZ0606'A CONCRETE CULVERT.  NOTE-- THIS BENCH MARK IS 1.4 MILES SOUTH ALONG
 BZ0606'STATE HIGHWAY 171 FROM THE MAIN ROAD JUNCTION AT TEHUACANA, THENCE 2.0
 BZ0606'MILES WEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD.
 BZ0606
 BZ0606                          STATION RECOVERY (2002)
 BZ0606
 BZ0606'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1471 ***********************************************************************
 AY1471  DESIGNATION -  X 651
 AY1471  PID         -  AY1471
 AY1471  STATE/COUNTY-  TX/UVALDE
 AY1471  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1471
 AY1471                         *CURRENT SURVEY CONTROL
 AY1471  ___________________________________________________________________
 AY1471* NAD 83(1986)-  29 36 03.     (N)    099 40 40.     (W)     SCALED    
 AY1471* NAVD 88     -       510.824  (meters)    1675.93   (feet)  ADJUSTED  
 AY1471  ___________________________________________________________________
 AY1471  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AY1471  DYNAMIC HT  -         510.069 (meters)    1673.45  (feet)  COMP
 AY1471  MODELED GRAV-     979,147.6   (mgal)                       NAVD 88
 AY1471
 AY1471  VERT ORDER  -  SECOND    CLASS 0
 AY1471
 AY1471.The horizontal coordinates were scaled from a topographic map and have
 AY1471.an estimated accuracy of +/- 6 seconds.
 AY1471
 AY1471.The orthometric height was determined by differential leveling
 AY1471.and adjusted by the National Geodetic Survey in June 1991..
 AY1471
 AY1471.The geoid height was determined by GEOID03.
 AY1471
 AY1471.The dynamic height is computed by dividing the NAVD 88
 AY1471.geopotential number by the normal gravity value computed on the
 AY1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1471.degrees latitude (g = 980.6199 gals.).
 AY1471
 AY1471.The modeled gravity was interpolated from observed gravity values.
 AY1471
 AY1471;                    North         East    Units  Estimated Accuracy
 AY1471;SPC TXSC     - 4,196,080.      534,350.      MT  (+/- 180 meters Scaled)
 AY1471
 AY1471                          SUPERSEDED SURVEY CONTROL
 AY1471
 AY1471  NGVD 29 (??/??/92)  510.739  (m)         1675.65   (f) ADJ UNCH    2 0
 AY1471
 AY1471.Superseded values are not recommended for survey control.
 AY1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1471.See file dsdata.txt to determine how the superseded data were derived.
 AY1471
 AY1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT343747(NAD 83)
 AY1471_MARKER: DB = BENCH MARK DISK
 AY1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1471_STAMPING: X 651 1953
 AY1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1471+STABILITY: SURFACE MOTION
 AY1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1471+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1471
 AY1471  HISTORY     - Date     Condition        Report By
 AY1471  HISTORY     - 1953     MONUMENTED       CGS
 AY1471  HISTORY     - 20050302 GOOD             USPSQD
 AY1471
 AY1471                          STATION DESCRIPTION
 AY1471
 AY1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1471'5.25 MI SE FROM RIO FRIO.
 AY1471'0.15 MILE SOUTHWEST ALONG FARM ROAD 1120 FROM THE POST OFFICE AT RIO
 AY1471'FRIO, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE 3.1
 AY1471'MILES EAST ALONG FARM ROAD 1050, 70 YARDS EAST OF THE TOP OF A HILL,
 AY1471'50 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 2 FEET SOUTH OF A
 AY1471'FENCE, 1.6 FEET EAST OF A WITNESS POST, 6 FEET BELOW THE LEVEL OF THE
 AY1471'FARM ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 AY1471'ABOVE THE GROUND.
 AY1471
 AY1471                          STATION RECOVERY (2005)
 AY1471
 AY1471'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1177 ***********************************************************************
 AB1177  DESIGNATION -  X 653
 AB1177  PID         -  AB1177
 AB1177  STATE/COUNTY-  TX/WILLACY
 AB1177  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1177
 AB1177                         *CURRENT SURVEY CONTROL
 AB1177  ___________________________________________________________________
 AB1177* NAD 83(1986)-  26 33 09.     (N)    097 58 13.     (W)     SCALED    
 AB1177* NAVD 88     -        11.868  (meters)      38.94   (feet)  ADJUSTED  
 AB1177  ___________________________________________________________________
 AB1177  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AB1177  DYNAMIC HT  -          11.849 (meters)      38.87  (feet)  COMP
 AB1177  MODELED GRAV-     979,043.9   (mgal)                       NAVD 88
 AB1177
 AB1177  VERT ORDER  -  SECOND    CLASS 0
 AB1177
 AB1177.The horizontal coordinates were scaled from a topographic map and have
 AB1177.an estimated accuracy of +/- 6 seconds.
 AB1177
 AB1177.The orthometric height was determined by differential leveling
 AB1177.and adjusted by the National Geodetic Survey in June 1991..
 AB1177
 AB1177.The geoid height was determined by GEOID03.
 AB1177
 AB1177.The dynamic height is computed by dividing the NAVD 88
 AB1177.geopotential number by the normal gravity value computed on the
 AB1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1177.degrees latitude (g = 980.6199 gals.).
 AB1177
 AB1177.The modeled gravity was interpolated from observed gravity values.
 AB1177
 AB1177;                    North         East    Units  Estimated Accuracy
 AB1177;SPC TX S     - 5,098,250.      352,780.      MT  (+/- 180 meters Scaled)
 AB1177
 AB1177                          SUPERSEDED SURVEY CONTROL
 AB1177
 AB1177  NGVD 29 (??/??/92)   11.960  (m)           39.24   (f) ADJ UNCH    2 0
 AB1177
 AB1177.Superseded values are not recommended for survey control.
 AB1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1177.See file dsdata.txt to determine how the superseded data were derived.
 AB1177
 AB1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ025372(NAD 83)
 AB1177_MARKER: DB = BENCH MARK DISK
 AB1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1177_STAMPING: X 653 1942
 AB1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1177+STABILITY: SURFACE MOTION
 AB1177
 AB1177  HISTORY     - Date     Condition        Report By
 AB1177  HISTORY     - 1942     MONUMENTED       CGS
 AB1177
 AB1177                          STATION DESCRIPTION
 AB1177
 AB1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1177'16.0 MI NW FROM RAYMONDVILLE.
 AB1177'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE--
 AB1177'PROCEED 10.5 MILES WESTERLY ALONG STATE HIGHWAY NO. 186, THENCE GO 3.0
 AB1177'MILES NORTHERLY ALONG GRADED DIRT ROAD, THENCE GO 1.0 MILE WESTERLY,
 AB1177'THENCE GO 1.5 MILES NORTHERLY TO SITE OF BENCH MARK.  BENCH MARK IS IN
 AB1177'FENCE CORNER AT POINT WHERE ROAD CURVES TO SOUTHEAST FOR A SHORT
 AB1177'DISTANCE, 112.0 FEET NORTHEAST AND ACROSS ROAD FROM A SMALL FRAME
 AB1177'HOUSE, 25.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW CENTERLINE OF THE
 AB1177'ROAD, 12.0 FEET NORTH OF CORNER POST, AND 1.0 FOOT WEST OF ROAD FENCE,
 AB1177'AND 2.5 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AB1177'PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0337 ***********************************************************************
 AE0337  DESIGNATION -  X 656
 AE0337  PID         -  AE0337
 AE0337  STATE/COUNTY-  TX/HIDALGO
 AE0337  USGS QUAD   -  DONNA (1983)
 AE0337
 AE0337                         *CURRENT SURVEY CONTROL
 AE0337  ___________________________________________________________________
 AE0337* NAD 83(1986)-  26 10 28.     (N)    098 04 23.     (W)     SCALED    
 AE0337* NAVD 88     -        29.185  (meters)      95.75   (feet)  ADJUSTED  
 AE0337  ___________________________________________________________________
 AE0337  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AE0337  DYNAMIC HT  -          29.137 (meters)      95.59  (feet)  COMP
 AE0337  MODELED GRAV-     979,000.6   (mgal)                       NAVD 88
 AE0337
 AE0337  VERT ORDER  -  FIRST     CLASS II
 AE0337
 AE0337.The horizontal coordinates were scaled from a topographic map and have
 AE0337.an estimated accuracy of +/- 6 seconds.
 AE0337
 AE0337.The orthometric height was determined by differential leveling
 AE0337.and adjusted by the National Geodetic Survey in June 1991..
 AE0337
 AE0337.The geoid height was determined by GEOID03.
 AE0337
 AE0337.The dynamic height is computed by dividing the NAVD 88
 AE0337.geopotential number by the normal gravity value computed on the
 AE0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0337.degrees latitude (g = 980.6199 gals.).
 AE0337
 AE0337.The modeled gravity was interpolated from observed gravity values.
 AE0337
 AE0337;                    North         East    Units  Estimated Accuracy
 AE0337;SPC TX S     - 5,056,330.      342,680.      MT  (+/- 180 meters Scaled)
 AE0337
 AE0337                          SUPERSEDED SURVEY CONTROL
 AE0337
 AE0337  NGVD 29 (??/??/92)   29.302  (m)           96.14   (f) ADJ UNCH    1 2
 AE0337
 AE0337.Superseded values are not recommended for survey control.
 AE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0337.See file dsdata.txt to determine how the superseded data were derived.
 AE0337
 AE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP926953(NAD 83)
 AE0337_MARKER: DB = BENCH MARK DISK
 AE0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0337_STAMPING: X 656 1942
 AE0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0337+STABILITY: SURFACE MOTION
 AE0337
 AE0337  HISTORY     - Date     Condition        Report By
 AE0337  HISTORY     - 1942     MONUMENTED       CGS
 AE0337  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0337  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0337
 AE0337                          STATION DESCRIPTION
 AE0337
 AE0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0337'1.1 MI W FROM DONNA.
 AE0337'TO REACH FROM THE U.S. POST OFFICE AT DONNA-- PROCEED 1. BLOCK NORTH
 AE0337'TO HIGHWAY, THENCE WESTERLY 1.1 MILE ALONG U.S. HIGHWAY NO. 281 TO THE
 AE0337'SITE OF THE BENCH MARK.  BENCH MARK IS 90. FEET SOUTHEAST OF THIRD
 AE0337'TELEGRAPH POLE EAST OF MILE POST A24 AND 42. FEET SOUTH OF THE CENTER
 AE0337'LINE OF R.R. TRACK.  IT IS 31. FEET NORTH OF AND ABOUT THE SAME
 AE0337'ELEVATION AS THE CENTER LINE OF PAVEMENT AND 3. FEET EAST OF A
 AE0337'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0337
 AE0337                          STATION RECOVERY (1962)
 AE0337
 AE0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0337'MARK NOT FOUND.
 AE0337
 AE0337                          STATION RECOVERY (1987)
 AE0337
 AE0337'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0711 ***********************************************************************
 AB0711  DESIGNATION -  X 657
 AB0711  PID         -  AB0711
 AB0711  STATE/COUNTY-  TX/CAMERON
 AB0711  USGS QUAD   -  SANTA ROSA (1982)
 AB0711
 AB0711                         *CURRENT SURVEY CONTROL
 AB0711  ___________________________________________________________________
 AB0711* NAD 83(1986)-  26 15 05.     (N)    097 48 53.     (W)     SCALED    
 AB0711* NAVD 88     -        15.658  (meters)      51.37   (feet)  ADJUSTED  
 AB0711  ___________________________________________________________________
 AB0711  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AB0711  DYNAMIC HT  -          15.633 (meters)      51.29  (feet)  COMP
 AB0711  MODELED GRAV-     979,031.9   (mgal)                       NAVD 88
 AB0711
 AB0711  VERT ORDER  -  SECOND    CLASS 0
 AB0711
 AB0711.The horizontal coordinates were scaled from a topographic map and have
 AB0711.an estimated accuracy of +/- 6 seconds.
 AB0711
 AB0711.The orthometric height was determined by differential leveling
 AB0711.and adjusted by the National Geodetic Survey in June 1991..
 AB0711
 AB0711.The geoid height was determined by GEOID03.
 AB0711
 AB0711.The dynamic height is computed by dividing the NAVD 88
 AB0711.geopotential number by the normal gravity value computed on the
 AB0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0711.degrees latitude (g = 980.6199 gals.).
 AB0711
 AB0711.The modeled gravity was interpolated from observed gravity values.
 AB0711
 AB0711;                    North         East    Units  Estimated Accuracy
 AB0711;SPC TX S     - 5,064,970.      368,460.      MT  (+/- 180 meters Scaled)
 AB0711
 AB0711                          SUPERSEDED SURVEY CONTROL
 AB0711
 AB0711  NGVD 29 (??/??/92)   15.758  (m)           51.70   (f) ADJ UNCH    2 0
 AB0711
 AB0711.Superseded values are not recommended for survey control.
 AB0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0711.See file dsdata.txt to determine how the superseded data were derived.
 AB0711
 AB0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ183040(NAD 83)
 AB0711_MARKER: DB = BENCH MARK DISK
 AB0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0711_SP_SET: CULVERT
 AB0711_STAMPING: X 657 1942
 AB0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0711+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2004
 AB0711
 AB0711  HISTORY     - Date     Condition        Report By
 AB0711  HISTORY     - 1942     MONUMENTED       CGS
 AB0711  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0711  HISTORY     - 20030220 GOOD             INDIV
 AB0711  HISTORY     - 20040214 GOOD             GEOCAC
 AB0711
 AB0711                          STATION DESCRIPTION
 AB0711
 AB0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0711'0.8 MI E FROM SANTA ROSA.
 AB0711'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SANTA ROSA.
 AB0711'PROCEED 0.8 MILE EASTERLY ALONG RAILROAD TRACKS TO SITE OF BENCH MARK.
 AB0711'BENCH MARK IS IN THE CENTER OF THE SOUTH HEADWALL OF CONCRETE
 AB0711'RAILROAD CULVERT NO. 165.58, ABOUT 300.0 FEET SOUTHEAST OF RAILROAD
 AB0711'CROSSING.  IS SET HORIZONTALLY.  A STANDARD DISK, STAMPED X 657 1942
 AB0711'AND SET IN A DRILL HOLE.
 AB0711
 AB0711                          STATION RECOVERY (1987)
 AB0711
 AB0711'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0711'MARK NOT FOUND.
 AB0711
 AB0711                          STATION RECOVERY (2003)
 AB0711
 AB0711'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RG)
 AB0711'RECOVERED BY MGM ENGINEERING, HARLINGEN TEXAS
 AB0711
 AB0711                          STATION RECOVERY (2004)
 AB0711
 AB0711'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0711'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2012 ***********************************************************************
 BY2012  DESIGNATION -  X 66
 BY2012  PID         -  BY2012
 BY2012  STATE/COUNTY-  TX/LEON
 BY2012  USGS QUAD   -  KEECHI (1964)
 BY2012
 BY2012                         *CURRENT SURVEY CONTROL
 BY2012  ___________________________________________________________________
 BY2012* NAD 83(1986)-  31 31 01.     (N)    095 57 00.     (W)     SCALED    
 BY2012* NAVD 88     -        85.793  (meters)     281.47   (feet)  ADJUSTED  
 BY2012  ___________________________________________________________________
 BY2012  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BY2012  DYNAMIC HT  -          85.688 (meters)     281.13  (feet)  COMP
 BY2012  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 BY2012
 BY2012  VERT ORDER  -  FIRST     CLASS II
 BY2012
 BY2012.The horizontal coordinates were scaled from a topographic map and have
 BY2012.an estimated accuracy of +/- 6 seconds.
 BY2012
 BY2012.The orthometric height was determined by differential leveling
 BY2012.and adjusted by the National Geodetic Survey in June 1991..
 BY2012
 BY2012.The geoid height was determined by GEOID03.
 BY2012
 BY2012.The dynamic height is computed by dividing the NAVD 88
 BY2012.geopotential number by the normal gravity value computed on the
 BY2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2012.degrees latitude (g = 980.6199 gals.).
 BY2012
 BY2012.The modeled gravity was interpolated from observed gravity values.
 BY2012
 BY2012;                    North         East    Units  Estimated Accuracy
 BY2012;SPC TX C     - 3,213,320.    1,116,210.      MT  (+/- 180 meters Scaled)
 BY2012
 BY2012                          SUPERSEDED SURVEY CONTROL
 BY2012
 BY2012  NGVD 29 (??/??/92)   85.755  (m)          281.35   (f) ADJ UNCH    1 2
 BY2012
 BY2012.Superseded values are not recommended for survey control.
 BY2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2012.See file dsdata.txt to determine how the superseded data were derived.
 BY2012
 BY2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ198906(NAD 83)
 BY2012_MARKER: DB = BENCH MARK DISK
 BY2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2012_STAMPING: X 66 1929 ELEV 281.354
 BY2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2012+STABILITY: SURFACE MOTION
 BY2012
 BY2012  HISTORY     - Date     Condition        Report By
 BY2012  HISTORY     - 1929     MONUMENTED       CGS
 BY2012  HISTORY     - 1952     GOOD             NGS
 BY2012  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY2012
 BY2012                          STATION DESCRIPTION
 BY2012
 BY2012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2012'0.1 MI SW FROM KEECHI.
 BY2012'0.1 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BY2012'FROM THE STATION SIGN AT KEECHI, 2 1/2 POLES EAST OF MILEPOST 27, 71
 BY2012'FEET SOUTH OF THE SOUTH END OF THE CONCRETE CURB OF AN ABANDONED
 BY2012'CISTERN, 31 FEET NORTH OF THE NORTH RAIL, 16 FEET EAST OF A TELEPHONE
 BY2012'POLE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY2012'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY2012
 BY2012                          STATION RECOVERY (1964)
 BY2012
 BY2012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY2012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2899 ***********************************************************************
 AW2899  DESIGNATION -  X 660
 AW2899  PID         -  AW2899
 AW2899  STATE/COUNTY-  TX/HARRIS
 AW2899  USGS QUAD   -  MONT BELVIEU (1994)
 AW2899
 AW2899                         *CURRENT SURVEY CONTROL
 AW2899  ___________________________________________________________________
 AW2899* NAD 83(1986)-  29 50 57.     (N)    094 56 57.     (W)     SCALED    
 AW2899* NAVD 88     -         9.19   (+/-2cm)      30.2    (feet)  VERTCON   
 AW2899  ___________________________________________________________________
 AW2899  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2899
 AW2899  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2899
 AW2899.The horizontal coordinates were scaled from a topographic map and have
 AW2899.an estimated accuracy of +/- 6 seconds.
 AW2899
 AW2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2899.The vertical order pertains to the NGVD 29 superseded value.
 AW2899
 AW2899.The geoid height was determined by GEOID03.
 AW2899
 AW2899;                    North         East    Units  Estimated Accuracy
 AW2899;SPC TXSC     - 4,230,190.      991,320.      MT  (+/- 180 meters Scaled)
 AW2899
 AW2899                          SUPERSEDED SURVEY CONTROL
 AW2899
 AW2899  NGVD 29 (??/??/92)    9.186  (m)           30.14   (f) ADJ UNCH    1 2
 AW2899
 AW2899.Superseded values are not recommended for survey control.
 AW2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2899.See file dsdata.txt to determine how the superseded data were derived.
 AW2899
 AW2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP117036(NAD 83)
 AW2899_MARKER: DB = BENCH MARK DISK
 AW2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2899_STAMPING: X 660 1942
 AW2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2899+STABILITY: SURFACE MOTION
 AW2899
 AW2899  HISTORY     - Date     Condition        Report By
 AW2899  HISTORY     - 1942     MONUMENTED       CGS
 AW2899  HISTORY     - 1954     GOOD             NGS
 AW2899  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2899  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2899  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW2899  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW2899
 AW2899                          STATION DESCRIPTION
 AW2899
 AW2899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2899'3.85 MI W FROM MONT BELVIEU.
 AW2899'0.45 MILE NORTHWEST ALONG THE BUSINESS ROUTE OF STATE HIGHWAY 146 FROM
 AW2899'THE METHODIST CHURCH AT MONT BELVIEU, THENCE 3.4 MILES WEST ALONG FARM
 AW2899'ROAD 1942, 0.15 MILE WEST OF THE WEST END OF A CONCRETE BRIDGE OVER
 AW2899'CEDAR BAYOU, 0.15 MILE WEST OF THE CHAMBERS AND HARRIS COUNTY LINE,
 AW2899'0.1 MILE EAST OF A HOUSE, 36 FEET SOUTH OF THE CENTER LINE OF THE FARM
 AW2899'ROAD, 2.3 FEET SOUTH OF A POWER POLE, 1.5 FEET SOUTH OF A FENCE, 3.1
 AW2899'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW2899'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AW2899
 AW2899                          STATION RECOVERY (1964)
 AW2899
 AW2899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2899'MARK NOT FOUND.
 AW2899
 AW2899                          STATION RECOVERY (1990)
 AW2899
 AW2899'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW2899'MARK NOT FOUND.
 AW2899
 AW2899                          STATION RECOVERY (1997)
 AW2899
 AW2899'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2899'MARK NOT FOUND.
 AW2899
 AW2899                          STATION RECOVERY (2004)
 AW2899
 AW2899'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1240 ***********************************************************************
 BL1240  DESIGNATION -  X 661
 BL1240  PID         -  BL1240
 BL1240  STATE/COUNTY-  TX/HARRIS
 BL1240  USGS QUAD   -  HUFFMAN (1980)
 BL1240
 BL1240                         *CURRENT SURVEY CONTROL
 BL1240  ___________________________________________________________________
 BL1240* NAD 83(1986)-  30 01 10.     (N)    095 05 28.     (W)     SCALED    
 BL1240* NAVD 88     -        21.38   (+/-2cm)      70.1    (feet)  VERTCON   
 BL1240  ___________________________________________________________________
 BL1240  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1240
 BL1240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1240
 BL1240.The horizontal coordinates were scaled from a topographic map and have
 BL1240.an estimated accuracy of +/- 6 seconds.
 BL1240
 BL1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1240.The vertical order pertains to the NGVD 29 superseded value.
 BL1240
 BL1240.The geoid height was determined by GEOID03.
 BL1240
 BL1240;                    North         East    Units  Estimated Accuracy
 BL1240;SPC TXSC     - 4,248,590.      976,990.      MT  (+/- 180 meters Scaled)
 BL1240
 BL1240                          SUPERSEDED SURVEY CONTROL
 BL1240
 BL1240  NGVD 29 (??/??/92)   21.378  (m)           70.14   (f) ADJ UNCH    2 0
 BL1240
 BL1240.Superseded values are not recommended for survey control.
 BL1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1240.See file dsdata.txt to determine how the superseded data were derived.
 BL1240
 BL1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP983227(NAD 83)
 BL1240_MARKER: DB = BENCH MARK DISK
 BL1240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1240_SP_SET: CULVERT
 BL1240_STAMPING: X 661 1942
 BL1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1240
 BL1240  HISTORY     - Date     Condition        Report By
 BL1240  HISTORY     - 1942     MONUMENTED       CGS
 BL1240  HISTORY     - 1954     GOOD             NGS
 BL1240  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1240  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 BL1240
 BL1240                          STATION DESCRIPTION
 BL1240
 BL1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1240'0.55 MI S FROM HUFFMAN.
 BL1240'0.55 MILE SOUTH ALONG AN OILED ROAD FROM THE SCHOOLHOUSE AT HUFFMAN,
 BL1240'0.2 MILE SOUTH OF THE CROSSING OF THE BEAUMONT, SOUR LAKE AND WESTERN
 BL1240'RAILROAD, 13 FEET WEST OF THE CENTER LINE OF AN OILED ROAD, SET IN THE
 BL1240'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 BL1240
 BL1240                          STATION RECOVERY (1973)
 BL1240
 BL1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1240'MARK NOT FOUND.
 BL1240
 BL1240                          STATION RECOVERY (1997)
 BL1240
 BL1240'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1241 ***********************************************************************
 BL1241  DESIGNATION -  X 661 RESET 1956
 BL1241  PID         -  BL1241
 BL1241  STATE/COUNTY-  TX/HARRIS
 BL1241  USGS QUAD   -  HUFFMAN (1980)
 BL1241
 BL1241                         *CURRENT SURVEY CONTROL
 BL1241  ___________________________________________________________________
 BL1241* NAD 83(1986)-  30 01 07.     (N)    095 05 27.     (W)     SCALED    
 BL1241* NAVD 88     -        20.69   (+/-2cm)      67.9    (feet)  VERTCON   
 BL1241  ___________________________________________________________________
 BL1241  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1241
 BL1241  VERT ORDER  -  THIRD (See Below)
 BL1241
 BL1241.The horizontal coordinates were scaled from a topographic map and have
 BL1241.an estimated accuracy of +/- 6 seconds.
 BL1241
 BL1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1241.The vertical order pertains to the NGVD 29 superseded value.
 BL1241
 BL1241.The geoid height was determined by GEOID03.
 BL1241
 BL1241;                    North         East    Units  Estimated Accuracy
 BL1241;SPC TXSC     - 4,248,490.      977,020.      MT  (+/- 180 meters Scaled)
 BL1241
 BL1241                          SUPERSEDED SURVEY CONTROL
 BL1241
 BL1241  NGVD 29 (??/??/??)   20.69   (m)           67.9    (f) RESET       3  
 BL1241
 BL1241.Superseded values are not recommended for survey control.
 BL1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1241.See file dsdata.txt to determine how the superseded data were derived.
 BL1241
 BL1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP983226(NAD 83)
 BL1241_MARKER: DB = BENCH MARK DISK
 BL1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1241_STAMPING: X 661 RESET 1956
 BL1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1241+STABILITY: SURFACE MOTION
 BL1241
 BL1241  HISTORY     - Date     Condition        Report By
 BL1241  HISTORY     - 1956     MONUMENTED       CGS
 BL1241  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1241  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 BL1241
 BL1241                          STATION DESCRIPTION
 BL1241
 BL1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BL1241'7.7 MI N FROM CROSBY.
 BL1241'ABOUT 7.7 MILES NORTH ALONG F.M. HIGHWAY NO.2100 FROM THE MAIN STREET
 BL1241'INTERSECTION IN CROSBY, HARRIS COUNTY, 28 YARDS EAST OF THE CENTERLINE
 BL1241'OF THE HIGHWAY, 63 YARDS SOUTH OF A DITCH, 13 YARDS SOUTHWEST OF A 24
 BL1241'INCH PINE TREE AND IN AN OPEN TIMBERED AREA 0.3 MILE SOUTH OF THE
 BL1241'RAILROAD WHICH IS ALONG THE SOUTH SIDE OF THE HUFFMAN SETTLEMENT. IT
 BL1241'IS 2 FEET SOUTH OF A 4 X 4 WITNESS POST AND 15 YARDS NORTHEAST OF A
 BL1241'GATE.  A STANDARD DISK STAMPED X 661 RESET 1956 IN A CONCRETE MONUMENT
 BL1241'WHICH PROJECTS ABOUT 4 INCHES.
 BL1241
 BL1241                          STATION RECOVERY (1973)
 BL1241
 BL1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1241'MARK NOT FOUND.
 BL1241
 BL1241                          STATION RECOVERY (1997)
 BL1241
 BL1241'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1216 ***********************************************************************
 BL1216  DESIGNATION -  X 662
 BL1216  PID         -  BL1216
 BL1216  STATE/COUNTY-  TX/HARRIS
 BL1216  USGS QUAD   -  MAEDAN (1982)
 BL1216
 BL1216                         *CURRENT SURVEY CONTROL
 BL1216  ___________________________________________________________________
 BL1216* NAD 83(1986)-  30 00 04.     (N)    095 16 33.     (W)     SCALED    
 BL1216* NAVD 88     -        26.927  (meters)      88.34   (feet)  ADJUSTED  
 BL1216  ___________________________________________________________________
 BL1216  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1216  DYNAMIC HT  -          26.890 (meters)      88.22  (feet)  COMP
 BL1216  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 BL1216  OBS GRAVITY -     979,298.1   (mgal)                       GRAV_OBS
 BL1216
 BL1216  VERT ORDER  -  FIRST     CLASS II
 BL1216
 BL1216.The horizontal coordinates were scaled from a topographic map and have
 BL1216.an estimated accuracy of +/- 6 seconds.
 BL1216
 BL1216.The orthometric height was determined by differential leveling
 BL1216.and adjusted by the National Geodetic Survey in June 1991..
 BL1216
 BL1216.The geoid height was determined by GEOID03.
 BL1216
 BL1216.The dynamic height is computed by dividing the NAVD 88
 BL1216.geopotential number by the normal gravity value computed on the
 BL1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1216.degrees latitude (g = 980.6199 gals.).
 BL1216
 BL1216.The modeled gravity was interpolated from observed gravity values.
 BL1216.The observed gravity was obtained from relative gravimeter ties
 BL1216.to the IGSN71 gravity network.
 BL1216
 BL1216;                    North         East    Units  Estimated Accuracy
 BL1216;SPC TXSC     - 4,245,970.      959,240.      MT  (+/- 180 meters Scaled)
 BL1216
 BL1216                          SUPERSEDED SURVEY CONTROL
 BL1216
 BL1216  NGVD 29 (12/23/87)   26.925  (m)           88.34   (f) ADJUSTED    1 2
 BL1216
 BL1216.Superseded values are not recommended for survey control.
 BL1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1216.See file dsdata.txt to determine how the superseded data were derived.
 BL1216
 BL1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP804210(NAD 83)
 BL1216_MARKER: DB = BENCH MARK DISK
 BL1216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1216_SP_SET: HEADWALL
 BL1216_STAMPING: X 662 1942
 BL1216_MARK LOGO: CGS   
 BL1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1216+STABILITY: SURFACE MOTION
 BL1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1216+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BL1216
 BL1216  HISTORY     - Date     Condition        Report By
 BL1216  HISTORY     - 1942     MONUMENTED       CGS
 BL1216  HISTORY     - 1973     GOOD             NGS
 BL1216  HISTORY     - 1978     GOOD             NGS
 BL1216  HISTORY     - 1987     GOOD             NGS
 BL1216  HISTORY     - 19960615 GOOD             USPSQD
 BL1216  HISTORY     - 20040316 GOOD             USPSQD
 BL1216  HISTORY     - 20050727 GOOD             ENGLE
 BL1216
 BL1216                          STATION DESCRIPTION
 BL1216
 BL1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1216'0.4 MI W FROM HUMBLE.
 BL1216'ABOUT 0.4 MILES WEST ALONG HIGHWAY FM 1960 FROM THE HIGHWAY 59
 BL1216'OVERPASS OVER FM 1960 AT HUMBLE, 300 FEET ALONG A REVERSE FORK OF A
 BL1216'PAVED ROAD ON THE LEFT, SET IN THE WEST END OF THE NORTH HEADWALL OF A
 BL1216'4 X 6 FT. BOX CULVERT, 1 FOOT EAST OF THE WEST END OF THE HEADWALL, 6
 BL1216'1/2 FEET WEST OF THE EAST END OF THE HEADWALL, 15 FEET NORTH OF THE
 BL1216'CENTER LINE OF THE PAVED ROAD.  A STANDARD DISK ABOUT 1 FOOT ABOVE THE
 BL1216'LEVEL OF THE HIGHWAY SET IN THE HEADWALL OF A BOX CULVERT.
 BL1216
 BL1216                          STATION RECOVERY (1978)
 BL1216
 BL1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1216'RECOVERED IN GOOD CONDITION.
 BL1216
 BL1216                          STATION RECOVERY (1987)
 BL1216
 BL1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1216'RECOVERED IN GOOD CONDITION.
 BL1216
 BL1216                          STATION RECOVERY (1996)
 BL1216
 BL1216'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1216'RECOVERED IN GOOD CONDITION.
 BL1216
 BL1216                          STATION RECOVERY (2004)
 BL1216
 BL1216'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1216'RECOVERED IN GOOD CONDITION.
 BL1216
 BL1216                          STATION RECOVERY (2005)
 BL1216
 BL1216'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 BL1216'FM 1960, MENTIONED IN PRIOR DESCRIPTION, IS NOW BUSINESS FM 1960,
 BL1216'REVERSE FORK IN ROAD IS NOW A FOUR WAY INTERSECTION BETWEEN BUSINESS
 BL1216'FM 1960, WHITAKER DR. AND MCKAY AVE.  HEADWALL IS SOUTH OF BUSINESS FM
 BL1216'1960, EAST OF MCKAY AVE. AND ON THE NORTH SIDE OF J.M. HESTER ST.
 BL1216'J.M. HESTER ST. IS IMMEDIATELY SOUTH OF THE INTERSECTION OF BUSINESS
 BL1216'F.M. 1960 AND MCKAY AVE., BEING A T-INTERSECTING STREET WITH MCKAY
 BL1216'AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0517 ***********************************************************************
 BL0517  DESIGNATION -  X 664
 BL0517  PID         -  BL0517
 BL0517  STATE/COUNTY-  TX/LIBERTY
 BL0517  USGS QUAD   -  LIBERTY (1984)
 BL0517
 BL0517                         *CURRENT SURVEY CONTROL
 BL0517  ___________________________________________________________________
 BL0517* NAD 83(1986)-  30 00 25.     (N)    094 52 16.     (W)     SCALED    
 BL0517* NAVD 88     -        19.58   (+/-2cm)      64.2    (feet)  VERTCON   
 BL0517  ___________________________________________________________________
 BL0517  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0517
 BL0517  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0517
 BL0517.The horizontal coordinates were scaled from a topographic map and have
 BL0517.an estimated accuracy of +/- 6 seconds.
 BL0517
 BL0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0517.The vertical order pertains to the NGVD 29 superseded value.
 BL0517
 BL0517.The geoid height was determined by GEOID03.
 BL0517
 BL0517;                    North         East    Units  Estimated Accuracy
 BL0517;SPC TX C     - 3,050,660.    1,226,800.      MT  (+/- 180 meters Scaled)
 BL0517
 BL0517                          SUPERSEDED SURVEY CONTROL
 BL0517
 BL0517  NGVD 29 (??/??/92)   19.583  (m)           64.25   (f) ADJ UNCH    1 2
 BL0517
 BL0517.Superseded values are not recommended for survey control.
 BL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0517.See file dsdata.txt to determine how the superseded data were derived.
 BL0517
 BL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP195210(NAD 83)
 BL0517_MARKER: DB = BENCH MARK DISK
 BL0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0517_STAMPING: X 664 1942
 BL0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0517+STABILITY: SURFACE MOTION
 BL0517
 BL0517  HISTORY     - Date     Condition        Report By
 BL0517  HISTORY     - 1942     MONUMENTED       CGS
 BL0517  HISTORY     - 1959     GOOD             NGS
 BL0517  HISTORY     - 1964     GOOD             NGS
 BL0517  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0517  HISTORY     - 20040315 MARK NOT FOUND   USPSQD
 BL0517
 BL0517                          STATION DESCRIPTION
 BL0517
 BL0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0517'3.15 MI SE FROM DAYTON.
 BL0517'ABOUT 0.15 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE DAYTON HIGH
 BL0517'SCHOOL AT DAYTON, THENCE ABOUT 3.0 MILES SOUTHEAST ALONG FARM ROAD
 BL0517'1409, 44 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 136 FEET
 BL0517'NORTH-NORTHWEST OF THE NORTH CORNER OF A HOUSE, 20 FEET EAST OF 3 GAS
 BL0517'METERS, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL
 BL0517'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 BL0517'POST PROJECTING 1 FOOT.
 BL0517
 BL0517                          STATION RECOVERY (1964)
 BL0517
 BL0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BL0517'RECOVERED IN GOOD CONDITION.
 BL0517
 BL0517                          STATION RECOVERY (1996)
 BL0517
 BL0517'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0517'MARK NOT FOUND.
 BL0517
 BL0517                          STATION RECOVERY (2004)
 BL0517
 BL0517'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0776 ***********************************************************************
 AW0776  DESIGNATION -  X 665
 AW0776  PID         -  AW0776
 AW0776  STATE/COUNTY-  TX/LIBERTY
 AW0776  USGS QUAD   -  SHEEKS (1993)
 AW0776
 AW0776                         *CURRENT SURVEY CONTROL
 AW0776  ___________________________________________________________________
 AW0776* NAD 83(1986)-  29 55 40.     (N)    094 57 00.     (W)     SCALED    
 AW0776* NAVD 88     -        15.69   (+/-2cm)      51.5    (feet)  VERTCON   
 AW0776  ___________________________________________________________________
 AW0776  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW0776
 AW0776  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0776
 AW0776.The horizontal coordinates were scaled from a topographic map and have
 AW0776.an estimated accuracy of +/- 6 seconds.
 AW0776
 AW0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0776.The vertical order pertains to the NGVD 29 superseded value.
 AW0776
 AW0776.The geoid height was determined by GEOID03.
 AW0776
 AW0776;                    North         East    Units  Estimated Accuracy
 AW0776;SPC TX C     - 3,041,520.    1,219,620.      MT  (+/- 180 meters Scaled)
 AW0776
 AW0776                          SUPERSEDED SURVEY CONTROL
 AW0776
 AW0776  NGVD 29 (??/??/92)   15.685  (m)           51.46   (f) ADJ UNCH    1 2
 AW0776
 AW0776.Superseded values are not recommended for survey control.
 AW0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0776.See file dsdata.txt to determine how the superseded data were derived.
 AW0776
 AW0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP117123(NAD 83)
 AW0776_MARKER: DB = BENCH MARK DISK
 AW0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0776_STAMPING: X 665 1942
 AW0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0776+STABILITY: SURFACE MOTION
 AW0776
 AW0776  HISTORY     - Date     Condition        Report By
 AW0776  HISTORY     - 1942     MONUMENTED       CGS
 AW0776  HISTORY     - 1963     GOOD             NGS
 AW0776  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0776  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0776
 AW0776                          STATION DESCRIPTION
 AW0776
 AW0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0776'10.3 MI SW FROM DAYTON.
 AW0776'ABOUT 6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE HIGH SCHOOL
 AW0776'AT DAYTON, THENCE 2.3 MILES SOUTH ALONG FARM ROAD 1413, THENCE 2.0
 AW0776'MILES SOUTH ALONG A SHELL ROAD, 26 FEET WEST OF THE CENTER LINE OF THE
 AW0776'ROAD, 11 1/2 FEET SOUTH OF A GATE, 1.2 FEET WEST A METAL WITNESS POST,
 AW0776'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW0776
 AW0776                          STATION RECOVERY (1978)
 AW0776
 AW0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0776'NOT RECOVERED.
 AW0776
 AW0776                          STATION RECOVERY (2004)
 AW0776
 AW0776'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3277 ***********************************************************************
 AW3277  DESIGNATION -  X 669
 AW3277  PID         -  AW3277
 AW3277  STATE/COUNTY-  TX/HARRIS
 AW3277  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3277
 AW3277                         *CURRENT SURVEY CONTROL
 AW3277  ___________________________________________________________________
 AW3277* NAD 83(1986)-  29 47 03.     (N)    095 28 26.     (W)     SCALED    
 AW3277* NAVD 88     -        20.44   (+/-2cm)      67.1    (feet)  VERTCON   
 AW3277  ___________________________________________________________________
 AW3277  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW3277
 AW3277  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3277
 AW3277.The horizontal coordinates were scaled from a topographic map and have
 AW3277.an estimated accuracy of +/- 6 seconds.
 AW3277
 AW3277.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3277.The vertical order pertains to the NGVD 29 superseded value.
 AW3277
 AW3277.The geoid height was determined by GEOID03.
 AW3277
 AW3277;                    North         East    Units  Estimated Accuracy
 AW3277;SPC TXSC     - 4,221,350.      940,870.      MT  (+/- 180 meters Scaled)
 AW3277
 AW3277                          SUPERSEDED SURVEY CONTROL
 AW3277
 AW3277  NGVD 29 (??/??/92)   20.431  (m)           67.03   (f) ADJ UNCH    1 2
 AW3277
 AW3277.Superseded values are not recommended for survey control.
 AW3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3277.See file dsdata.txt to determine how the superseded data were derived.
 AW3277
 AW3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN608974(NAD 83)
 AW3277_MARKER: DB = BENCH MARK DISK
 AW3277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3277_SP_SET: CATCH BASIN
 AW3277_STAMPING: X 669 1942
 AW3277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3277
 AW3277  HISTORY     - Date     Condition        Report By
 AW3277  HISTORY     - 1942     MONUMENTED       CGS
 AW3277  HISTORY     - 1959     GOOD             NGS
 AW3277  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3277  HISTORY     - 19931023 MARK NOT FOUND   USPSQD
 AW3277
 AW3277                          STATION DESCRIPTION
 AW3277
 AW3277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3277'7.4 MI W FROM HOUSTON.
 AW3277'ABOUT 7.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW3277'SWITCH TOWER NO. 108 AT HOUSTON, 113 FEET SOUTH OF THE SOUTH RAIL, 32
 AW3277'FEET SOUTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF U. S.
 AW3277'HIGHWAY 90, 38 FEET NORTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE
 AW3277'OF THE HIGHWAY, ABOUT 300 FEET EAST OF THE JUNCTION OF BELL ROAD, IN
 AW3277'THE TOP OF THE NORTHEAST CORNER OF A CONCRETE HEAD WALL OF A CATCH
 AW3277'BASIN, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT 0.2 MILE
 AW3277'EAST OF THE ENTRANCE TO WOODLAWN CEMETERY.
 AW3277
 AW3277                          STATION RECOVERY (1973)
 AW3277
 AW3277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3277'MARK NOT FOUND.
 AW3277
 AW3277                          STATION RECOVERY (1993)
 AW3277
 AW3277'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1267 ***********************************************************************
 BY1267  DESIGNATION -  X 67 RESET 1936
 BY1267  PID         -  BY1267
 BY1267  STATE/COUNTY-  TX/CHEROKEE
 BY1267  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1267
 BY1267                         *CURRENT SURVEY CONTROL
 BY1267  ___________________________________________________________________
 BY1267* NAD 83(1986)-  31 57 51.     (N)    095 16 23.     (W)     SCALED    
 BY1267* NAVD 88     -       161.506  (meters)     529.87   (feet)  ADJUSTED  
 BY1267  ___________________________________________________________________
 BY1267  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1267  DYNAMIC HT  -         161.312 (meters)     529.24  (feet)  COMP
 BY1267  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 BY1267
 BY1267  VERT ORDER  -  FIRST     CLASS II
 BY1267
 BY1267.The horizontal coordinates were scaled from a topographic map and have
 BY1267.an estimated accuracy of +/- 6 seconds.
 BY1267
 BY1267.The orthometric height was determined by differential leveling
 BY1267.and adjusted by the National Geodetic Survey in June 1991..
 BY1267.WARNING-Repeat measurements at this control monument indicate possible
 BY1267.vertical movement.
 BY1267
 BY1267.The geoid height was determined by GEOID03.
 BY1267
 BY1267.The dynamic height is computed by dividing the NAVD 88
 BY1267.geopotential number by the normal gravity value computed on the
 BY1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1267.degrees latitude (g = 980.6199 gals.).
 BY1267
 BY1267.The modeled gravity was interpolated from observed gravity values.
 BY1267
 BY1267;                    North         East    Units  Estimated Accuracy
 BY1267;SPC TX C     - 3,265,580.    1,178,190.      MT  (+/- 180 meters Scaled)
 BY1267
 BY1267                          SUPERSEDED SURVEY CONTROL
 BY1267
 BY1267  NGVD 29 (??/??/92)  161.548  (m)          530.01   (f) ADJ UNCH    1 2
 BY1267
 BY1267.Superseded values are not recommended for survey control.
 BY1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1267.See file dsdata.txt to determine how the superseded data were derived.
 BY1267
 BY1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR851387(NAD 83)
 BY1267_MARKER: DB = BENCH MARK DISK
 BY1267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1267_SP_SET: BUILDING
 BY1267_STAMPING: 529.723 X 67 RESET 1936
 BY1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY1267+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 BY1267
 BY1267  HISTORY     - Date     Condition        Report By
 BY1267  HISTORY     - 1936     MONUMENTED       CGS
 BY1267  HISTORY     - 1952     GOOD             NGS
 BY1267  HISTORY     - 1959     GOOD             NGS
 BY1267  HISTORY     - 1979     GOOD             NGS
 BY1267  HISTORY     - 1990     GOOD             USPSQD
 BY1267  HISTORY     - 19960420 GOOD             USPSQD
 BY1267  HISTORY     - 20040216 GOOD             USPSQD
 BY1267
 BY1267                          STATION DESCRIPTION
 BY1267
 BY1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1267'IN JACKSONVILLE.
 BY1267'AT JACKSONVILLE, CHEROKEE COUNTY, AT THE WEST CORNER OF MAIN AND
 BY1267'COMMERCE STREETS, IN THE NORTHEAST WALL OF THE YELLOW BRICK BUILDING
 BY1267'OCCUPIED BY THE BEALL BROS., 17-1/2 FEET NORTHWEST OF THE EAST CORNER,
 BY1267'AND 3 FEET HIGHER THAT THE SIDEWALK.  A STANDARD DISK, STAMPED 529.723
 BY1267'X 67 RESET 1936 AND SET VERTICALLY.
 BY1267
 BY1267                          STATION RECOVERY (1959)
 BY1267
 BY1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 BY1267'RECOVERED IN GOOD CONDITION.
 BY1267
 BY1267                          STATION RECOVERY (1979)
 BY1267
 BY1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1267'RECOVERED IN GOOD CONDITION.
 BY1267
 BY1267                          STATION RECOVERY (1990)
 BY1267
 BY1267'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY1267'RECOVERED IN GOOD CONDITION.
 BY1267
 BY1267                          STATION RECOVERY (1996)
 BY1267
 BY1267'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1267'RECOVERED IN GOOD CONDITION.
 BY1267
 BY1267                          STATION RECOVERY (2004)
 BY1267
 BY1267'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1047 ***********************************************************************
 AB1047  DESIGNATION -  X 670
 AB1047  PID         -  AB1047
 AB1047  STATE/COUNTY-  TX/KENEDY
 AB1047  USGS QUAD   -  EL JARDIN (1975)
 AB1047
 AB1047                         *CURRENT SURVEY CONTROL
 AB1047  ___________________________________________________________________
 AB1047* NAD 83(1986)-  26 36 53.     (N)    097 34 09.     (W)     SCALED    
 AB1047* NAVD 88     -         5.015  (meters)      16.45   (feet)  ADJUSTED  
 AB1047  ___________________________________________________________________
 AB1047  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AB1047  DYNAMIC HT  -           5.007 (meters)      16.43  (feet)  COMP
 AB1047  MODELED GRAV-     979,070.6   (mgal)                       NAVD 88
 AB1047
 AB1047  VERT ORDER  -  SECOND    CLASS 0
 AB1047
 AB1047.The horizontal coordinates were scaled from a topographic map and have
 AB1047.an estimated accuracy of +/- 6 seconds.
 AB1047
 AB1047.The orthometric height was determined by differential leveling
 AB1047.and adjusted by the National Geodetic Survey in June 1991..
 AB1047
 AB1047.The geoid height was determined by GEOID03.
 AB1047
 AB1047.The dynamic height is computed by dividing the NAVD 88
 AB1047.geopotential number by the normal gravity value computed on the
 AB1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1047.degrees latitude (g = 980.6199 gals.).
 AB1047
 AB1047.The modeled gravity was interpolated from observed gravity values.
 AB1047
 AB1047;                    North         East    Units  Estimated Accuracy
 AB1047;SPC TX S     - 5,105,380.      392,690.      MT  (+/- 180 meters Scaled)
 AB1047
 AB1047                          SUPERSEDED SURVEY CONTROL
 AB1047
 AB1047  NGVD 29 (??/??/92)    5.088  (m)           16.69   (f) ADJ UNCH    2 0
 AB1047
 AB1047.Superseded values are not recommended for survey control.
 AB1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1047.See file dsdata.txt to determine how the superseded data were derived.
 AB1047
 AB1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ424445(NAD 83)
 AB1047_MARKER: DB = BENCH MARK DISK
 AB1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1047_STAMPING: X 670 1942
 AB1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1047+STABILITY: SURFACE MOTION
 AB1047
 AB1047  HISTORY     - Date     Condition        Report By
 AB1047  HISTORY     - 1942     MONUMENTED       CGS
 AB1047
 AB1047                          STATION DESCRIPTION
 AB1047
 AB1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1047'16.3 MI SE FROM NORIAS RANCH.
 AB1047'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1047'TRACK ROAD TO THE TOTACHE WINDMILL, GO 1.4 MILES TO A GATE IN
 AB1047'NORTH-SOUTH FENCE, PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY ON
 AB1047'RIGHT FORK OF TRACK ROAD AND GO 1.3 MILES TO A FORK IN ROAD, TAKE
 AB1047'RIGHT FORK AND CONTINUE SOUTHEASTERLY 6.6 MILES TO A GATE IN
 AB1047'NORTHEAST-SOUTHWEST FENCE, PASS THROUGH GATE AND CONTINUE ALONG THE
 AB1047'FENCE 0.6 MILE TO A FENCE CORNER, TURN EAST (LEFT) AND CONTINUE ALONG
 AB1047'FENCE 1.1 MILES TO A GATE, LEAVE FENCE AND CONTINUE SOUTHEASTERLY 3.5
 AB1047'MILES TO TOTACHE WINDMILL, PASS WINDMILL AND CONTINUE SOUTHEASTERLY
 AB1047'1.8 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH
 AB1047'OF THE DIVISION FENCE BETWEEN THE SAUZ AND THE NORIAS RANCHES, 15.0
 AB1047'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB1047'ROAD, AND 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST. MONUMENT
 AB1047'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0188 ***********************************************************************
 AB0188  DESIGNATION -  X 671
 AB0188  PID         -  AB0188
 AB0188  STATE/COUNTY-  TX/WILLACY
 AB0188  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0188
 AB0188                         *CURRENT SURVEY CONTROL
 AB0188  ___________________________________________________________________
 AB0188* NAD 83(1986)-  26 30 24.     (N)    097 28 43.     (W)     SCALED    
 AB0188* NAVD 88     -         2.198  (meters)       7.21   (feet)  ADJUSTED  
 AB0188  ___________________________________________________________________
 AB0188  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AB0188  DYNAMIC HT  -           2.195 (meters)       7.20  (feet)  COMP
 AB0188  MODELED GRAV-     979,070.1   (mgal)                       NAVD 88
 AB0188
 AB0188  VERT ORDER  -  SECOND    CLASS 0
 AB0188
 AB0188.The horizontal coordinates were scaled from a topographic map and have
 AB0188.an estimated accuracy of +/- 6 seconds.
 AB0188
 AB0188.The orthometric height was determined by differential leveling
 AB0188.and adjusted by the National Geodetic Survey in June 1991..
 AB0188
 AB0188.The geoid height was determined by GEOID03.
 AB0188
 AB0188.The dynamic height is computed by dividing the NAVD 88
 AB0188.geopotential number by the normal gravity value computed on the
 AB0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0188.degrees latitude (g = 980.6199 gals.).
 AB0188
 AB0188.The modeled gravity was interpolated from observed gravity values.
 AB0188
 AB0188;                    North         East    Units  Estimated Accuracy
 AB0188;SPC TX S     - 5,093,480.      401,810.      MT  (+/- 180 meters Scaled)
 AB0188
 AB0188                          SUPERSEDED SURVEY CONTROL
 AB0188
 AB0188  NGVD 29 (??/??/92)    2.265  (m)            7.43   (f) ADJ UNCH    2 0
 AB0188
 AB0188.Superseded values are not recommended for survey control.
 AB0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0188.See file dsdata.txt to determine how the superseded data were derived.
 AB0188
 AB0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ516326(NAD 83)
 AB0188_MARKER: DB = BENCH MARK DISK
 AB0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0188_STAMPING: X 671 1942
 AB0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0188+STABILITY: SURFACE MOTION
 AB0188
 AB0188  HISTORY     - Date     Condition        Report By
 AB0188  HISTORY     - 1942     MONUMENTED       CGS
 AB0188  HISTORY     - 1984     GOOD             NGS
 AB0188
 AB0188                          STATION DESCRIPTION
 AB0188
 AB0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0188'19.9 MI E FROM RAYMONDVILLE.
 AB0188'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0188'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0188'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0188'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0188'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 7.9 MILES TO A GATE ON
 AB0188'EITHER SIDE OF THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 48.0
 AB0188'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB0188'ROAD, 36.0 FEET EAST OF THE EAST GATE POST, 3.0 FEET WEST OF A 4 BY 4
 AB0188'INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 AB0188'MONUMENT PROJECTS 0.5 FOOT.
 AB0188
 AB0188                          STATION RECOVERY (1984)
 AB0188
 AB0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AB0188'MARK PROJECTS ABOUT 15 CM. WITNESS POST IS GONE. MARK HAS A VERY
 AB0188'SLIGHT LEAN. NO NEW MEASUREMENT WERE TAKEN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1050 ***********************************************************************
 AB1050  DESIGNATION -  X 672
 AB1050  PID         -  AB1050
 AB1050  STATE/COUNTY-  TX/KENEDY
 AB1050  USGS QUAD   -  EL JARDIN (1975)
 AB1050
 AB1050                         *CURRENT SURVEY CONTROL
 AB1050  ___________________________________________________________________
 AB1050* NAD 83(1986)-  26 35 27.     (N)    097 34 33.     (W)     SCALED    
 AB1050* NAVD 88     -         6.683  (meters)      21.93   (feet)  ADJUSTED  
 AB1050  ___________________________________________________________________
 AB1050  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AB1050  DYNAMIC HT  -           6.673 (meters)      21.89  (feet)  COMP
 AB1050  MODELED GRAV-     979,068.6   (mgal)                       NAVD 88
 AB1050
 AB1050  VERT ORDER  -  SECOND    CLASS 0
 AB1050
 AB1050.The horizontal coordinates were scaled from a topographic map and have
 AB1050.an estimated accuracy of +/- 6 seconds.
 AB1050
 AB1050.The orthometric height was determined by differential leveling
 AB1050.and adjusted by the National Geodetic Survey in June 1991..
 AB1050
 AB1050.The geoid height was determined by GEOID03.
 AB1050
 AB1050.The dynamic height is computed by dividing the NAVD 88
 AB1050.geopotential number by the normal gravity value computed on the
 AB1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1050.degrees latitude (g = 980.6199 gals.).
 AB1050
 AB1050.The modeled gravity was interpolated from observed gravity values.
 AB1050
 AB1050;                    North         East    Units  Estimated Accuracy
 AB1050;SPC TX S     - 5,102,730.      392,050.      MT  (+/- 180 meters Scaled)
 AB1050
 AB1050                          SUPERSEDED SURVEY CONTROL
 AB1050
 AB1050  NGVD 29 (??/??/92)    6.755  (m)           22.16   (f) ADJ UNCH    2 0
 AB1050
 AB1050.Superseded values are not recommended for survey control.
 AB1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1050.See file dsdata.txt to determine how the superseded data were derived.
 AB1050
 AB1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ418419(NAD 83)
 AB1050_MARKER: DB = BENCH MARK DISK
 AB1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1050_STAMPING: X 672 1942
 AB1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1050+STABILITY: SURFACE MOTION
 AB1050
 AB1050  HISTORY     - Date     Condition        Report By
 AB1050  HISTORY     - 1942     MONUMENTED       CGS
 AB1050
 AB1050                          STATION DESCRIPTION
 AB1050
 AB1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1050'8.0 MI N FROM SAUZ RANCH.
 AB1050'TO REACH FROM THE SAUZ RANCH HEADQUARTERS, PROCEED NORTHERLY ON TRACK
 AB1050'ROAD TO THE MOGOTES CAMP, GO 4.0 MILES TO A GATE 0.3 MILE NORTH OF THE
 AB1050'CAMP, PASS THROUGH GATE AND GO 0.2 MILE NORTHEASTERLY TO A GATE, PASS
 AB1050'THROUGH GATE AND CONTINUE NORTHERLY 2.8 MILES TO THE INTERSECTION OF A
 AB1050'TRAIL LEADING WEST ALONG THE KENEDY-WILLACY COUNTY LINE, CONTINUE ON
 AB1050'NORTHERLY 1.0 MILE TO SITE OF BENCH MARK.  BENCH MARK IS ON THE WEST
 AB1050'SLOPE OF A SMALL SAND KNOLL, 18.0 FEET EAST OF AND ABOUT THE SAME
 AB1050'ELEVATION AS THE CENTERLINE OF THE ROAD, AND 3.0 FEET SOUTH OF A 4 BY
 AB1050'4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0547 ***********************************************************************
 AB0547  DESIGNATION -  X 673
 AB0547  PID         -  AB0547
 AB0547  STATE/COUNTY-  TX/WILLACY
 AB0547  USGS QUAD   -  WILLAMAR (1982)
 AB0547
 AB0547                         *CURRENT SURVEY CONTROL
 AB0547  ___________________________________________________________________
 AB0547* NAD 83(1986)-  26 25 53.     (N)    097 36 56.     (W)     SCALED    
 AB0547* NAVD 88     -         5.369  (meters)      17.61   (feet)  ADJUSTED  
 AB0547  ___________________________________________________________________
 AB0547  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AB0547  DYNAMIC HT  -           5.360 (meters)      17.59  (feet)  COMP
 AB0547  MODELED GRAV-     979,055.8   (mgal)                       NAVD 88
 AB0547
 AB0547  VERT ORDER  -  SECOND    CLASS 0
 AB0547
 AB0547.The horizontal coordinates were scaled from a topographic map and have
 AB0547.an estimated accuracy of +/- 6 seconds.
 AB0547
 AB0547.The orthometric height was determined by differential leveling
 AB0547.and adjusted by the National Geodetic Survey in June 1991..
 AB0547
 AB0547.The geoid height was determined by GEOID03.
 AB0547
 AB0547.The dynamic height is computed by dividing the NAVD 88
 AB0547.geopotential number by the normal gravity value computed on the
 AB0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0547.degrees latitude (g = 980.6199 gals.).
 AB0547
 AB0547.The modeled gravity was interpolated from observed gravity values.
 AB0547
 AB0547;                    North         East    Units  Estimated Accuracy
 AB0547;SPC TX S     - 5,085,040.      388,220.      MT  (+/- 180 meters Scaled)
 AB0547
 AB0547                          SUPERSEDED SURVEY CONTROL
 AB0547
 AB0547  NGVD 29 (??/??/92)    5.441  (m)           17.85   (f) ADJ UNCH    2 0
 AB0547
 AB0547.Superseded values are not recommended for survey control.
 AB0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0547.See file dsdata.txt to determine how the superseded data were derived.
 AB0547
 AB0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ380242(NAD 83)
 AB0547_MARKER: DB = BENCH MARK DISK
 AB0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0547_STAMPING: X 673 1942
 AB0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0547+STABILITY: SURFACE MOTION
 AB0547
 AB0547  HISTORY     - Date     Condition        Report By
 AB0547  HISTORY     - 1942     MONUMENTED       CGS
 AB0547  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0547
 AB0547                          STATION DESCRIPTION
 AB0547
 AB0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0547'13.6 MI SE FROM RAYMONDVILLE.
 AB0547'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB0547'PROCEED EASTERLY ON STATE HIGHWAY NUMBER 186.  GO 10.0 MILES TO END OF
 AB0547'PAVEMENT.  TURN SOUTH (RIGHT) ONTO ROAD TO WILLAMAR.  GO 1.8 MILES TO
 AB0547'WILLAMAR GIN.  TURN EAST (LEFT) AND GO 0.2 MILE.  TURN SOUTH (RIGHT)
 AB0547'AND GO 1.6 MILES TO A T ROAD INTERSECTION AND SITE OF BENCH MARK.
 AB0547'BENCH MARK IS 33 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.
 AB0547'30 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  3.0 FEET
 AB0547'NORTH OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.0 FOOT EAST OF THE
 AB0547'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 673 1942 AND SET IN
 AB0547'THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET.
 AB0547
 AB0547                          STATION RECOVERY (1987)
 AB0547
 AB0547'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0375 ***********************************************************************
 AB0375  DESIGNATION -  X 675
 AB0375  PID         -  AB0375
 AB0375  STATE/COUNTY-  TX/CAMERON
 AB0375  USGS QUAD   -  THREE ISLANDS (1983)
 AB0375
 AB0375                         *CURRENT SURVEY CONTROL
 AB0375  ___________________________________________________________________
 AB0375* NAD 83(1986)-  26 16 26.     (N)    097 21 53.     (W)     SCALED    
 AB0375* NAVD 88     -         4.119  (meters)      13.51   (feet)  ADJUSTED  
 AB0375  ___________________________________________________________________
 AB0375  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AB0375  DYNAMIC HT  -           4.113 (meters)      13.49  (feet)  COMP
 AB0375  MODELED GRAV-     979,067.1   (mgal)                       NAVD 88
 AB0375
 AB0375  VERT ORDER  -  SECOND    CLASS 0
 AB0375
 AB0375.The horizontal coordinates were scaled from a topographic map and have
 AB0375.an estimated accuracy of +/- 6 seconds.
 AB0375
 AB0375.The orthometric height was determined by differential leveling
 AB0375.and adjusted by the National Geodetic Survey in June 1991..
 AB0375
 AB0375.The geoid height was determined by GEOID03.
 AB0375
 AB0375.The dynamic height is computed by dividing the NAVD 88
 AB0375.geopotential number by the normal gravity value computed on the
 AB0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0375.degrees latitude (g = 980.6199 gals.).
 AB0375
 AB0375.The modeled gravity was interpolated from observed gravity values.
 AB0375
 AB0375;                    North         East    Units  Estimated Accuracy
 AB0375;SPC TX S     - 5,067,790.      413,390.      MT  (+/- 180 meters Scaled)
 AB0375
 AB0375                          SUPERSEDED SURVEY CONTROL
 AB0375
 AB0375  NGVD 29 (??/??/92)    4.222  (m)           13.85   (f) ADJ UNCH    2 0
 AB0375
 AB0375.Superseded values are not recommended for survey control.
 AB0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0375.See file dsdata.txt to determine how the superseded data were derived.
 AB0375
 AB0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ632070(NAD 83)
 AB0375_MARKER: DB = BENCH MARK DISK
 AB0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0375_STAMPING: X 675 1942
 AB0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0375+STABILITY: SURFACE MOTION
 AB0375
 AB0375  HISTORY     - Date     Condition        Report By
 AB0375  HISTORY     - 1942     MONUMENTED       CGS
 AB0375  HISTORY     - 1962     GOOD             NGS
 AB0375  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AB0375  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0375
 AB0375                          STATION DESCRIPTION
 AB0375
 AB0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0375'3.1 MI E FROM RIO HONDO.
 AB0375'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0375'SOUTHERN PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0375'EAST ALONG A ROAD TO A T-ROAD JUNCTION, 5.2 MILES NORTH ALONG THE
 AB0375'ROAD, 0.4 MILE WEST ALONG A ROAD, AND 0.7 MILE NORTH ALONG THE ROAD.
 AB0375'AT THE JUNCTION OF A ROAD LEADING WEST, 40 FEET WEST OF THE CENTERLINE
 AB0375'OF THE NORTH-AND-SOUTH ROAD, 14 FEET NORTH OF THE CENTERLINE OF THE
 AB0375'SIDE ROAD, AND 3.5 FEET EAST OF A WHITE WOODEN WITNESS POST. A
 AB0375'STANDARD DISK, STAMPED X 675 1942 AND SET IN THE TOP OF A 6-INCH
 AB0375'SQUARE CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AB0375
 AB0375                          STATION RECOVERY (1991)
 AB0375
 AB0375'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0375'MARK NOT FOUND.
 AB0375
 AB0375                          STATION RECOVERY (1993)
 AB0375
 AB0375'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0318 ***********************************************************************
 AB0318  DESIGNATION -  X 676
 AB0318  PID         -  AB0318
 AB0318  STATE/COUNTY-  TX/CAMERON
 AB0318  USGS QUAD   -  LA COMA (1983)
 AB0318
 AB0318                         *CURRENT SURVEY CONTROL
 AB0318  ___________________________________________________________________
 AB0318* NAD 83(1986)-  26 08 53.     (N)    097 21 03.     (W)     SCALED    
 AB0318* NAVD 88     -         5.682  (meters)      18.64   (feet)  ADJUSTED  
 AB0318  ___________________________________________________________________
 AB0318  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 AB0318  DYNAMIC HT  -           5.673 (meters)      18.61  (feet)  COMP
 AB0318  MODELED GRAV-     979,060.3   (mgal)                       NAVD 88
 AB0318
 AB0318  VERT ORDER  -  SECOND    CLASS 0
 AB0318
 AB0318.The horizontal coordinates were scaled from a topographic map and have
 AB0318.an estimated accuracy of +/- 6 seconds.
 AB0318
 AB0318.The orthometric height was determined by differential leveling
 AB0318.and adjusted by the National Geodetic Survey in June 1991..
 AB0318
 AB0318.The geoid height was determined by GEOID03.
 AB0318
 AB0318.The dynamic height is computed by dividing the NAVD 88
 AB0318.geopotential number by the normal gravity value computed on the
 AB0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0318.degrees latitude (g = 980.6199 gals.).
 AB0318
 AB0318.The modeled gravity was interpolated from observed gravity values.
 AB0318
 AB0318;                    North         East    Units  Estimated Accuracy
 AB0318;SPC TX S     - 5,053,860.      414,910.      MT  (+/- 180 meters Scaled)
 AB0318
 AB0318                          SUPERSEDED SURVEY CONTROL
 AB0318
 AB0318  NGVD 29 (??/??/92)    5.780  (m)           18.96   (f) ADJ UNCH    2 0
 AB0318
 AB0318.Superseded values are not recommended for survey control.
 AB0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0318.See file dsdata.txt to determine how the superseded data were derived.
 AB0318
 AB0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP648931(NAD 83)
 AB0318_MARKER: DB = BENCH MARK DISK
 AB0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0318_STAMPING: X 676 1942
 AB0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0318+STABILITY: SURFACE MOTION
 AB0318
 AB0318  HISTORY     - Date     Condition        Report By
 AB0318  HISTORY     - 1942     MONUMENTED       CGS
 AB0318  HISTORY     - 1950     GOOD             NGS
 AB0318
 AB0318                          STATION DESCRIPTION
 AB0318
 AB0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0318'0.2 MI N FROM BAYVIEW.
 AB0318'0.2 MILE NORTH ALONG A ROAD FROM CAMERON COUNTY WATER DISTRICT OFFICE
 AB0318'NUMBER 11 AT BAYVIEW, CAMERON COUNTY, 3.0 MILES EAST ALONG A ROAD TO A
 AB0318'TRIANGULAR ROAD JUNCTION, AND 1.2 MILES NORTH ALONG A PAVED ROAD. AT A
 AB0318'ROAD INTERSECTION, 38 FEET WEST OF THE CENTERLINE OF THE
 AB0318'NORTH-AND-SOUTH ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE
 AB0318'EAST-AND-WEST GRADED ROAD, 21 FEET SOUTH OF A DATE PALM, 7 FEET NORTH
 AB0318'OF A CABBAGE PALM, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A
 AB0318'STANDARD DISK, STAMPED X 676 1942 AND SET IN THE TOP OF A 6-INCH
 AB0318'SQUARE CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0288 ***********************************************************************
 AB0288  DESIGNATION -  X 677 RESET 1965
 AB0288  PID         -  AB0288
 AB0288  STATE/COUNTY-  TX/CAMERON
 AB0288  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0288
 AB0288                         *CURRENT SURVEY CONTROL
 AB0288  ___________________________________________________________________
 AB0288* NAD 83(1986)-  26 08 37.     (N)    097 28 10.     (W)     SCALED    
 AB0288* NAVD 88     -         5.04   (meters)      16.5    (feet)  RESET     
 AB0288  ___________________________________________________________________
 AB0288  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AB0288
 AB0288  VERT ORDER  -  THIRD
 AB0288
 AB0288.The horizontal coordinates were scaled from a topographic map and have
 AB0288.an estimated accuracy of +/- 6 seconds.
 AB0288
 AB0288.The orthometric height was computed from unverified reset data.
 AB0288
 AB0288.The geoid height was determined by GEOID03.
 AB0288
 AB0288;                    North         East    Units  Estimated Accuracy
 AB0288;SPC TX S     - 5,053,260.      403,050.      MT  (+/- 180 meters Scaled)
 AB0288
 AB0288                          SUPERSEDED SURVEY CONTROL
 AB0288
 AB0288.No superseded survey control is available for this station.
 AB0288
 AB0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP529924(NAD 83)
 AB0288_MARKER: DD = SURVEY DISK
 AB0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0288_STAMPING: X 677 RESET 1965
 AB0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0288+STABILITY: SURFACE MOTION
 AB0288
 AB0288  HISTORY     - Date     Condition        Report By
 AB0288  HISTORY     - 1965     MONUMENTED       CGS
 AB0288  HISTORY     - 19910424 GOOD             USPSQD
 AB0288
 AB0288                          STATION DESCRIPTION
 AB0288
 AB0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AB0288'5.2 MI N FROM LOS FRESNOS.
 AB0288'ABOUT 5.2 MILES NORTH ALONG F. M. HIGHWAY 1847 FROM THE POST OFFICE IN
 AB0288'LOS FRESNOS TO SITE OF BENCH MARK, 51 FEET EAST OF THE CENTER LINE OF
 AB0288'HIGHWAY, 0.15 MILE SOUTH OF A DRIVEWAY LEADING EAST TO A RANCH HOUSE,
 AB0288'1 FOOT NORTH OF A METAL WITNESS POST, AND ABOUT AT TEXAS HIGHWAY
 AB0288'DEPARTMENT BASE LINE STATION 50 + 95.  A STANDARD DISK SET IN A 12 IN.
 AB0288'X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE
 AB0288'OF THE GROUND.
 AB0288
 AB0288                          STATION RECOVERY (1991)
 AB0288
 AB0288'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0060 ***********************************************************************
 AB0060  DESIGNATION -  X 679
 AB0060  PID         -  AB0060
 AB0060  STATE/COUNTY-  TX/CAMERON
 AB0060  USGS QUAD   -  PALMITO HILL (1983)
 AB0060
 AB0060                         *CURRENT SURVEY CONTROL
 AB0060  ___________________________________________________________________
 AB0060* NAD 83(1986)-  25 56 56.     (N)    097 20 47.     (W)     SCALED    
 AB0060* NAVD 88     -         3.880  (meters)      12.73   (feet)  ADJUSTED  
 AB0060  ___________________________________________________________________
 AB0060  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB0060  DYNAMIC HT  -           3.874 (meters)      12.71  (feet)  COMP
 AB0060  MODELED GRAV-     979,046.9   (mgal)                       NAVD 88
 AB0060
 AB0060  VERT ORDER  -  SECOND    CLASS 0
 AB0060
 AB0060.The horizontal coordinates were scaled from a topographic map and have
 AB0060.an estimated accuracy of +/- 6 seconds.
 AB0060
 AB0060.The orthometric height was determined by differential leveling
 AB0060.and adjusted by the National Geodetic Survey in June 1991..
 AB0060
 AB0060.The geoid height was determined by GEOID03.
 AB0060
 AB0060.The dynamic height is computed by dividing the NAVD 88
 AB0060.geopotential number by the normal gravity value computed on the
 AB0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0060.degrees latitude (g = 980.6199 gals.).
 AB0060
 AB0060.The modeled gravity was interpolated from observed gravity values.
 AB0060
 AB0060;                    North         East    Units  Estimated Accuracy
 AB0060;SPC TX S     - 5,031,800.      415,550.      MT  (+/- 180 meters Scaled)
 AB0060
 AB0060                          SUPERSEDED SURVEY CONTROL
 AB0060
 AB0060  NGVD 29 (??/??/92)    3.977  (m)           13.05   (f) ADJ UNCH    2 0
 AB0060
 AB0060.Superseded values are not recommended for survey control.
 AB0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0060.See file dsdata.txt to determine how the superseded data were derived.
 AB0060
 AB0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP655710(NAD 83)
 AB0060_MARKER: DB = BENCH MARK DISK
 AB0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0060_SP_SET: UNSPECIFIED
 AB0060_STAMPING: X 679 1942
 AB0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0060
 AB0060  HISTORY     - Date     Condition        Report By
 AB0060  HISTORY     - 1942     MONUMENTED       CGS
 AB0060  HISTORY     - 1949     GOOD             NGS
 AB0060
 AB0060                          STATION DESCRIPTION
 AB0060
 AB0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0060'11.6 MI NE FROM BROWNSVILLE.
 AB0060'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 AB0060'48, NE OF BROWNSVILLE, GO E ON HIGHWAY 4 ABOUT 8.7 MILES TO BENCH MARK
 AB0060'SITE.  AT EAST P.C. OF CURVE, 53 FT. N OF AND ABOUT 1.0 FT. BELOW THE
 AB0060'CENTERLINE OF HIGHWAY, 3.0 FT. N OF TELEPHONE LINE, AND 3.0 FT. W OF
 AB0060'4X4 INCH WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1096 ***********************************************************************
 BY1096  DESIGNATION -  X 68
 BY1096  PID         -  BY1096
 BY1096  STATE/COUNTY-  TX/NACOGDOCHES
 BY1096  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1096
 BY1096                         *CURRENT SURVEY CONTROL
 BY1096  ___________________________________________________________________
 BY1096* NAD 83(1986)-  31 36 13.     (N)    094 39 32.     (W)     SCALED    
 BY1096* NAVD 88     -        86.108  (meters)     282.51   (feet)  ADJUSTED  
 BY1096  ___________________________________________________________________
 BY1096  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1096  DYNAMIC HT  -          86.001 (meters)     282.15  (feet)  COMP
 BY1096  MODELED GRAV-     979,402.8   (mgal)                       NAVD 88
 BY1096
 BY1096  VERT ORDER  -  FIRST     CLASS II
 BY1096
 BY1096.The horizontal coordinates were scaled from a topographic map and have
 BY1096.an estimated accuracy of +/- 6 seconds.
 BY1096
 BY1096.The orthometric height was determined by differential leveling
 BY1096.and adjusted by the National Geodetic Survey in June 1991..
 BY1096
 BY1096.The geoid height was determined by GEOID03.
 BY1096
 BY1096.The dynamic height is computed by dividing the NAVD 88
 BY1096.geopotential number by the normal gravity value computed on the
 BY1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1096.degrees latitude (g = 980.6199 gals.).
 BY1096
 BY1096.The modeled gravity was interpolated from observed gravity values.
 BY1096
 BY1096;                    North         East    Units  Estimated Accuracy
 BY1096;SPC TX C     - 3,228,460.    1,238,220.      MT  (+/- 180 meters Scaled)
 BY1096
 BY1096                          SUPERSEDED SURVEY CONTROL
 BY1096
 BY1096  NGVD 29 (??/??/92)   86.242  (m)          282.95   (f) ADJ UNCH    1 2
 BY1096
 BY1096.Superseded values are not recommended for survey control.
 BY1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1096.See file dsdata.txt to determine how the superseded data were derived.
 BY1096
 BY1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ426976(NAD 83)
 BY1096_MARKER: DB = BENCH MARK DISK
 BY1096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1096_SP_SET: BUILDING WALL
 BY1096_STAMPING: X 68 1920 283.077 ELEV
 BY1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1096+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BY1096
 BY1096  HISTORY     - Date     Condition        Report By
 BY1096  HISTORY     - 1920     MONUMENTED       CGS
 BY1096  HISTORY     - 1949     GOOD             NGS
 BY1096  HISTORY     - 1979     GOOD             NGS
 BY1096  HISTORY     - 1990     GOOD             USPSQD
 BY1096  HISTORY     - 19980919 GOOD             USPSQD
 BY1096  HISTORY     - 20060304 GOOD             LOCENG
 BY1096
 BY1096                          STATION DESCRIPTION
 BY1096
 BY1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1096'IN NACOGDOCHES.
 BY1096'AT NACOGDOCHES, SET VERTICALLY IN THE CENTER OF THE WEST WALL OF THE
 BY1096'TEXAS AND NEW ORLEANS RAILWAY STATION, 2.9 FEET ABOVE THE ASPHALT
 BY1096'PLATFORM, 0.9 FOOT BELOW THE WEST WINDOW OF THE TICKET OFFICE WHICH IS
 BY1096'BETWEEN THE WHITE AND COLORED WAITING ROOMS.
 BY1096
 BY1096                          STATION RECOVERY (1979)
 BY1096
 BY1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1096'RECOVERED IN GOOD CONDITION.
 BY1096
 BY1096                          STATION RECOVERY (1990)
 BY1096
 BY1096'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 BY1096'RECOVERED IN GOOD CONDITION.
 BY1096
 BY1096                          STATION RECOVERY (1998)
 BY1096
 BY1096'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1096'RECOVERED IN GOOD CONDITION.
 BY1096
 BY1096                          STATION RECOVERY (2006)
 BY1096
 BY1096'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2006 (MFM)
 BY1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0836 ***********************************************************************
 AB0836  DESIGNATION -  X 680
 AB0836  PID         -  AB0836
 AB0836  STATE/COUNTY-  TX/CAMERON
 AB0836  USGS QUAD   -  LA PALOMA (1970)
 AB0836
 AB0836                         *CURRENT SURVEY CONTROL
 AB0836  ___________________________________________________________________
 AB0836* NAD 83(1986)-  26 05 44.     (N)    097 44 42.     (W)     SCALED    
 AB0836* NAVD 88     -        15.160  (meters)      49.74   (feet)  ADJUSTED  
 AB0836  ___________________________________________________________________
 AB0836  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0836  DYNAMIC HT  -          15.136 (meters)      49.66  (feet)  COMP
 AB0836  MODELED GRAV-     979,022.3   (mgal)                       NAVD 88
 AB0836
 AB0836  VERT ORDER  -  SECOND    CLASS 0
 AB0836
 AB0836.The horizontal coordinates were scaled from a topographic map and have
 AB0836.an estimated accuracy of +/- 6 seconds.
 AB0836
 AB0836.The orthometric height was determined by differential leveling
 AB0836.and adjusted by the National Geodetic Survey in June 1991..
 AB0836
 AB0836.The geoid height was determined by GEOID03.
 AB0836
 AB0836.The dynamic height is computed by dividing the NAVD 88
 AB0836.geopotential number by the normal gravity value computed on the
 AB0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0836.degrees latitude (g = 980.6199 gals.).
 AB0836
 AB0836.The modeled gravity was interpolated from observed gravity values.
 AB0836
 AB0836;                    North         East    Units  Estimated Accuracy
 AB0836;SPC TX S     - 5,047,750.      375,530.      MT  (+/- 180 meters Scaled)
 AB0836
 AB0836                          SUPERSEDED SURVEY CONTROL
 AB0836
 AB0836  NGVD 29 (??/??/92)   15.267  (m)           50.09   (f) ADJ UNCH    2 0
 AB0836
 AB0836.Superseded values are not recommended for survey control.
 AB0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0836.See file dsdata.txt to determine how the superseded data were derived.
 AB0836
 AB0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP255868(NAD 83)
 AB0836_MARKER: DD = SURVEY DISK
 AB0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0836_SP_SET: CULVERT
 AB0836_STAMPING: X 680 1942
 AB0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0836
 AB0836  HISTORY     - Date     Condition        Report By
 AB0836  HISTORY     - 1942     MONUMENTED
 AB0836  HISTORY     - 1942     GOOD             NGS
 AB0836  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0836
 AB0836                          STATION DESCRIPTION
 AB0836
 AB0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0836'0.2 MI S FROM RANGERVILLE.
 AB0836'0.2 MILE SOUTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0836'RANGERVILLE, CAMERON COUNTY, 64 YARDS NORTH ACROSS THE ROAD FROM REA
 AB0836'CO-OP POLE NO. 15X3, 17.5 FEET EAST OF THE CENTERLINE OF THE ROAD, AT
 AB0836'A CONCRETE-BOX CULVERT UNDER THE ROAD, IN THE CENTER OF THE TOP OF THE
 AB0836'EAST HEADWALL, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A CAMERON COUNTY
 AB0836'STANDARD DISK, STAMPED X 680 1942.
 AB0836
 AB0836                          STATION RECOVERY (1987)
 AB0836
 AB0836'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0926 ***********************************************************************
 AB0926  DESIGNATION -  X 682
 AB0926  PID         -  AB0926
 AB0926  STATE/COUNTY-  TX/HIDALGO
 AB0926  USGS QUAD   -  PROGRESO (1970)
 AB0926
 AB0926                         *CURRENT SURVEY CONTROL
 AB0926  ___________________________________________________________________
 AB0926* NAD 83(1986)-  26 05 12.     (N)    097 57 29.     (W)     SCALED    
 AB0926* NAVD 88     -        21.811  (meters)      71.56   (feet)  ADJUSTED  
 AB0926  ___________________________________________________________________
 AB0926  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AB0926  DYNAMIC HT  -          21.775 (meters)      71.44  (feet)  COMP
 AB0926  MODELED GRAV-     979,006.4   (mgal)                       NAVD 88
 AB0926
 AB0926  VERT ORDER  -  SECOND    CLASS 0
 AB0926
 AB0926.The horizontal coordinates were scaled from a topographic map and have
 AB0926.an estimated accuracy of +/- 6 seconds.
 AB0926
 AB0926.The orthometric height was determined by differential leveling
 AB0926.and adjusted by the National Geodetic Survey in June 1991..
 AB0926
 AB0926.The geoid height was determined by GEOID03.
 AB0926
 AB0926.The dynamic height is computed by dividing the NAVD 88
 AB0926.geopotential number by the normal gravity value computed on the
 AB0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0926.degrees latitude (g = 980.6199 gals.).
 AB0926
 AB0926.The modeled gravity was interpolated from observed gravity values.
 AB0926
 AB0926;                    North         East    Units  Estimated Accuracy
 AB0926;SPC TX S     - 5,046,650.      354,220.      MT  (+/- 180 meters Scaled)
 AB0926
 AB0926                          SUPERSEDED SURVEY CONTROL
 AB0926
 AB0926  NGVD 29 (??/??/92)   21.923  (m)           71.93   (f) ADJ UNCH    2 0
 AB0926
 AB0926.Superseded values are not recommended for survey control.
 AB0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0926.See file dsdata.txt to determine how the superseded data were derived.
 AB0926
 AB0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP042856(NAD 83)
 AB0926_MARKER: DB = BENCH MARK DISK
 AB0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0926_SP_SET: CULVERT
 AB0926_STAMPING: X 682 1942
 AB0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0926
 AB0926  HISTORY     - Date     Condition        Report By
 AB0926  HISTORY     - 1942     MONUMENTED       CGS
 AB0926
 AB0926                          STATION DESCRIPTION
 AB0926
 AB0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0926'6.9 MI W FROM SANTA MARIA.
 AB0926'IN HIDALGO COUNTY, 6.9 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE
 AB0926'PUBLIC SCHOOL AT SANTA MARIA, CAMERON COUNTY, AT THE JUNCTION OF THE
 AB0926'PROGRESO ROAD, 37.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27
 AB0926'FEET EAST OF THE CENTERLINE OF THE PROGRESO ROAD, AT A 1.5 FOOT
 AB0926'CONCRETE-PIPE CULVERT UNDER THE HIGHWAY IN THE TOP OF THE WEST END OF
 AB0926'THE SOUTH HEADWALL, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A
 AB0926'STANDARD DISK, STAMPED X 682 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0268 ***********************************************************************
 AE0268  DESIGNATION -  X 683
 AE0268  PID         -  AE0268
 AE0268  STATE/COUNTY-  TX/HIDALGO
 AE0268  USGS QUAD   -  LAS MILPAS (1983)
 AE0268
 AE0268                         *CURRENT SURVEY CONTROL
 AE0268  ___________________________________________________________________
 AE0268* NAD 83(1986)-  26 05 48.     (N)    098 12 59.     (W)     SCALED    
 AE0268* NAVD 88     -        29.558  (meters)      96.97   (feet)  POSTED    
 AE0268  ___________________________________________________________________
 AE0268  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AE0268  DYNAMIC HT  -          29.510 (meters)      96.82  (feet)  COMP
 AE0268  MODELED GRAV-     978,979.3   (mgal)                       NAVD 88
 AE0268
 AE0268  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0268
 AE0268.The horizontal coordinates were scaled from a topographic map and have
 AE0268.an estimated accuracy of +/- 6 seconds.
 AE0268
 AE0268.The orthometric height was determined by differential leveling
 AE0268.and adjusted by the National Geodetic Survey in 1992..
 AE0268.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0268.rate of 1.1 thru 2.0 mm/km.
 AE0268
 AE0268.The geoid height was determined by GEOID03.
 AE0268
 AE0268.The dynamic height is computed by dividing the NAVD 88
 AE0268.geopotential number by the normal gravity value computed on the
 AE0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0268.degrees latitude (g = 980.6199 gals.).
 AE0268
 AE0268.The modeled gravity was interpolated from observed gravity values.
 AE0268
 AE0268;                    North         East    Units  Estimated Accuracy
 AE0268;SPC TX S     - 5,047,670.      328,370.      MT  (+/- 180 meters Scaled)
 AE0268
 AE0268                          SUPERSEDED SURVEY CONTROL
 AE0268
 AE0268  NGVD 29 (??/??/92)   29.671  (m)           97.35   (f) ADJ UNCH    2 0
 AE0268
 AE0268.Superseded values are not recommended for survey control.
 AE0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0268.See file dsdata.txt to determine how the superseded data were derived.
 AE0268
 AE0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP783866(NAD 83)
 AE0268_MARKER: DB = BENCH MARK DISK
 AE0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0268_SP_SET: CULVERT
 AE0268_STAMPING: X 683 1942
 AE0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0268
 AE0268  HISTORY     - Date     Condition        Report By
 AE0268  HISTORY     - 1942     MONUMENTED       CGS
 AE0268  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0268  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0268
 AE0268                          STATION DESCRIPTION
 AE0268
 AE0268'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0268'2.9 MI E FROM HIDALGO.
 AE0268'2.9 MILES EAST ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT HIDALGO,
 AE0268'HIDALGO COUNTY, 84 FEET SOUTHWEST ACROSS THE HIGHWAY FROM REA CO-OP
 AE0268'POLE NO. 4-131, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE
 AE0268'TOP OF THE WEST END OF THE NORTH HEADWALL, 18 FEET NORTH OF THE
 AE0268'CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 AE0268
 AE0268                          STATION RECOVERY (1981)
 AE0268
 AE0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0268'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0739 ***********************************************************************
 AB0739  DESIGNATION -  X 684
 AB0739  PID         -  AB0739
 AB0739  STATE/COUNTY-  TX/HIDALGO
 AB0739  USGS QUAD   -  MERCEDES (1983)
 AB0739
 AB0739                         *CURRENT SURVEY CONTROL
 AB0739  ___________________________________________________________________
 AB0739* NAD 83(1986)-  26 13 58.     (N)    097 54 39.     (W)     SCALED    
 AB0739* NAVD 88     -        20.252  (meters)      66.44   (feet)  ADJUSTED  
 AB0739  ___________________________________________________________________
 AB0739  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AB0739  DYNAMIC HT  -          20.219 (meters)      66.34  (feet)  COMP
 AB0739  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 AB0739
 AB0739  VERT ORDER  -  SECOND    CLASS 0
 AB0739
 AB0739.The horizontal coordinates were scaled from a topographic map and have
 AB0739.an estimated accuracy of +/- 6 seconds.
 AB0739
 AB0739.The orthometric height was determined by differential leveling
 AB0739.and adjusted by the National Geodetic Survey in June 1991..
 AB0739
 AB0739.The geoid height was determined by GEOID03.
 AB0739
 AB0739.The dynamic height is computed by dividing the NAVD 88
 AB0739.geopotential number by the normal gravity value computed on the
 AB0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0739.degrees latitude (g = 980.6199 gals.).
 AB0739
 AB0739.The modeled gravity was interpolated from observed gravity values.
 AB0739
 AB0739;                    North         East    Units  Estimated Accuracy
 AB0739;SPC TX S     - 5,062,860.      358,870.      MT  (+/- 180 meters Scaled)
 AB0739
 AB0739                          SUPERSEDED SURVEY CONTROL
 AB0739
 AB0739  NGVD 29 (??/??/92)   20.366  (m)           66.82   (f) ADJ UNCH    2 0
 AB0739
 AB0739.Superseded values are not recommended for survey control.
 AB0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0739.See file dsdata.txt to determine how the superseded data were derived.
 AB0739
 AB0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ087019(NAD 83)
 AB0739_MARKER: DB = BENCH MARK DISK
 AB0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0739_SP_SET: CANAL GATE
 AB0739_STAMPING: X 684 1942
 AB0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0739
 AB0739  HISTORY     - Date     Condition        Report By
 AB0739  HISTORY     - 1942     MONUMENTED       CGS
 AB0739
 AB0739                          STATION DESCRIPTION
 AB0739
 AB0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0739'5.9 MI N FROM MERCEDES.
 AB0739'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO.83 AND THE BASE LINE
 AB0739'ROAD AT MERCEDES, PROCEED 5.9 MILES NORTHERLY ALONG THE BASE LINE ROAD
 AB0739'TO LARGE IRRIGATION CANAL AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AB0739'HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 AB0739'CONCRETE IRRIGATION CANAL CONTROL GATE.  IT IS 0.1 MILE NORTH OF AN
 AB0739'ELECTRIC POWER LINE SUB STATION, 21.2 FEET WEST OF AND ABOUT 4.0 FEET
 AB0739'ABOVE THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED X 684 1942
 AB0739'AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0726 ***********************************************************************
 AE0726  DESIGNATION -  X 685
 AE0726  PID         -  AE0726
 AE0726  STATE/COUNTY-  TX/STARR
 AE0726  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0726
 AE0726                         *CURRENT SURVEY CONTROL
 AE0726  ___________________________________________________________________
 AE0726* NAD 83(1986)-  26 25 59.     (N)    098 51 04.     (W)     SCALED    
 AE0726* NAVD 88     -        93.115  (meters)     305.49   (feet)  ADJUSTED  
 AE0726  ___________________________________________________________________
 AE0726  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AE0726  DYNAMIC HT  -          92.961 (meters)     304.99  (feet)  COMP
 AE0726  MODELED GRAV-     979,000.9   (mgal)                       NAVD 88
 AE0726
 AE0726  VERT ORDER  -  SECOND    CLASS 0
 AE0726
 AE0726.The horizontal coordinates were scaled from a topographic map and have
 AE0726.an estimated accuracy of +/- 6 seconds.
 AE0726
 AE0726.The orthometric height was determined by differential leveling
 AE0726.and adjusted by the National Geodetic Survey in June 1991..
 AE0726
 AE0726.The geoid height was determined by GEOID03.
 AE0726
 AE0726.The dynamic height is computed by dividing the NAVD 88
 AE0726.geopotential number by the normal gravity value computed on the
 AE0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0726.degrees latitude (g = 980.6199 gals.).
 AE0726
 AE0726.The modeled gravity was interpolated from observed gravity values.
 AE0726
 AE0726;                    North         East    Units  Estimated Accuracy
 AE0726;SPC TX S     - 5,084,960.      264,980.      MT  (+/- 180 meters Scaled)
 AE0726
 AE0726                          SUPERSEDED SURVEY CONTROL
 AE0726
 AE0726  NGVD 29 (??/??/92)   93.161  (m)          305.65   (f) ADJ UNCH    2 0
 AE0726
 AE0726.Superseded values are not recommended for survey control.
 AE0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0726.See file dsdata.txt to determine how the superseded data were derived.
 AE0726
 AE0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ148236(NAD 83)
 AE0726_MARKER: DB = BENCH MARK DISK
 AE0726_SETTING: 66 = SET IN ROCK OUTCROP
 AE0726_SP_SET: ROCK OUTCROP
 AE0726_STAMPING: X 685 1942
 AE0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0726+STABILITY: POSITION/ELEVATION WELL
 AE0726
 AE0726  HISTORY     - Date     Condition        Report By
 AE0726  HISTORY     - 1942     MONUMENTED       CGS
 AE0726  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0726
 AE0726                          STATION DESCRIPTION
 AE0726
 AE0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0726'4.9 MI NW FROM RIO GRANDE CITY.
 AE0726'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0726'CITY, PROCEED 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 83 TO THE
 AE0726'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 4.0 MILES
 AE0726'NORTHWESTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0726'SET HORIZONTALLY IN A ROCK OUTCROP ON THE NORTHEAST SIDE OF GRAVEL
 AE0726'ROAD.  IT IS 19.0 FEET NORTHEAST OF AND ABOUT 0.5 FOOT ABOVE THE
 AE0726'CENTERLINE OF ROAD, 10.2 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.
 AE0726
 AE0726                          STATION RECOVERY (1965)
 AE0726
 AE0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0538 ***********************************************************************
 AE0538  DESIGNATION -  X 686
 AE0538  PID         -  AE0538
 AE0538  STATE/COUNTY-  TX/HIDALGO
 AE0538  USGS QUAD   -  CITRUS CITY (1980)
 AE0538
 AE0538                         *CURRENT SURVEY CONTROL
 AE0538  ___________________________________________________________________
 AE0538* NAD 83(1986)-  26 20 12.     (N)    098 27 29.     (W)     SCALED    
 AE0538* NAVD 88     -        72.541  (meters)     237.99   (feet)  ADJUSTED  
 AE0538  ___________________________________________________________________
 AE0538  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0538  DYNAMIC HT  -          72.421 (meters)     237.60  (feet)  COMP
 AE0538  MODELED GRAV-     978,994.5   (mgal)                       NAVD 88
 AE0538
 AE0538  VERT ORDER  -  SECOND    CLASS 0
 AE0538
 AE0538.The horizontal coordinates were scaled from a topographic map and have
 AE0538.an estimated accuracy of +/- 6 seconds.
 AE0538
 AE0538.The orthometric height was determined by differential leveling
 AE0538.and adjusted by the National Geodetic Survey in June 1991..
 AE0538
 AE0538.The geoid height was determined by GEOID03.
 AE0538
 AE0538.The dynamic height is computed by dividing the NAVD 88
 AE0538.geopotential number by the normal gravity value computed on the
 AE0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0538.degrees latitude (g = 980.6199 gals.).
 AE0538
 AE0538.The modeled gravity was interpolated from observed gravity values.
 AE0538
 AE0538;                    North         East    Units  Estimated Accuracy
 AE0538;SPC TX S     - 5,074,230.      304,190.      MT  (+/- 180 meters Scaled)
 AE0538
 AE0538                          SUPERSEDED SURVEY CONTROL
 AE0538
 AE0538  NGVD 29 (??/??/92)   72.647  (m)          238.34   (f) ADJ UNCH    2 0
 AE0538
 AE0538.Superseded values are not recommended for survey control.
 AE0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0538.See file dsdata.txt to determine how the superseded data were derived.
 AE0538
 AE0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ540130(NAD 83)
 AE0538_MARKER: DB = BENCH MARK DISK
 AE0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0538_STAMPING: X 686 1942
 AE0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0538+STABILITY: SURFACE MOTION
 AE0538
 AE0538  HISTORY     - Date     Condition        Report By
 AE0538  HISTORY     - 1942     MONUMENTED       CGS
 AE0538
 AE0538                          STATION DESCRIPTION
 AE0538
 AE0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0538'9.5 MI W FROM OBLATE.
 AE0538'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 107 AND THE SEVEN MILE
 AE0538'ROAD, (7.2 MILES NORTH OF MISSION) PROCEED 9.5 MILES WESTERLY ALONG
 AE0538'THE SEVEN MILE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.8 MILE
 AE0538'EAST OF THE INTERSECTION OF A GRAVEL T ROAD RUNNING NORTH FROM LA
 AE0538'JOYA.  IT IS 0.2 MILE WEST OF A CATTLE GUARD ACROSS THE SEVEN MILE
 AE0538'ROAD, 34.2 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0538'CENTERLINE OF THE ROAD.  MONUMENT IS 3.0 FEET WEST OF A 4X4 INCH WHITE
 AE0538'WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0764 ***********************************************************************
 AE0764  DESIGNATION -  X 687
 AE0764  PID         -  AE0764
 AE0764  STATE/COUNTY-  TX/STARR
 AE0764  USGS QUAD   -  CUEVITAS (1972)
 AE0764
 AE0764                         *CURRENT SURVEY CONTROL
 AE0764  ___________________________________________________________________
 AE0764* NAD 83(1986)-  26 46 16.     (N)    098 50 38.     (W)     SCALED    
 AE0764* NAVD 88     -       158.309  (meters)     519.39   (feet)  ADJUSTED  
 AE0764  ___________________________________________________________________
 AE0764  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AE0764  DYNAMIC HT  -         158.049 (meters)     518.53  (feet)  COMP
 AE0764  MODELED GRAV-     979,006.4   (mgal)                       NAVD 88
 AE0764
 AE0764  VERT ORDER  -  SECOND    CLASS 0
 AE0764
 AE0764.The horizontal coordinates were scaled from a topographic map and have
 AE0764.an estimated accuracy of +/- 6 seconds.
 AE0764
 AE0764.The orthometric height was determined by differential leveling
 AE0764.and adjusted by the National Geodetic Survey in June 1991..
 AE0764
 AE0764.The geoid height was determined by GEOID03.
 AE0764
 AE0764.The dynamic height is computed by dividing the NAVD 88
 AE0764.geopotential number by the normal gravity value computed on the
 AE0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0764.degrees latitude (g = 980.6199 gals.).
 AE0764
 AE0764.The modeled gravity was interpolated from observed gravity values.
 AE0764
 AE0764;                    North         East    Units  Estimated Accuracy
 AE0764;SPC TX S     - 5,122,410.      265,800.      MT  (+/- 180 meters Scaled)
 AE0764
 AE0764                          SUPERSEDED SURVEY CONTROL
 AE0764
 AE0764  NGVD 29 (??/??/92)  158.351  (m)          519.52   (f) ADJ UNCH    2 0
 AE0764
 AE0764.Superseded values are not recommended for survey control.
 AE0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0764.See file dsdata.txt to determine how the superseded data were derived.
 AE0764
 AE0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ155610(NAD 83)
 AE0764_MARKER: DB = BENCH MARK DISK
 AE0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0764_STAMPING: X 687 1942
 AE0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0764+STABILITY: SURFACE MOTION
 AE0764
 AE0764  HISTORY     - Date     Condition        Report By
 AE0764  HISTORY     - 1942     MONUMENTED       CGS
 AE0764  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0764
 AE0764                          STATION DESCRIPTION
 AE0764
 AE0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0764'1.3 MI N FROM VIBORAS.
 AE0764'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED 1.3 MILES NORTHERLY
 AE0764'ALONG A GRAVEL ROAD TO A SMALL CULVERT AND SITE OF BENCH MARK.  BENCH
 AE0764'MARK IS 54.0 FEET SOUTH OF THE SOUTHWEST END OF A SMALL CULVERT UNDER
 AE0764'GRAVEL ROAD.  IT IS 45.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AE0764'ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  IT IS 27.0 FEET EAST OF
 AE0764'AN 18 INCH MESQUITE TREE.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH
 AE0764'WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
 AE0764
 AE0764                          STATION RECOVERY (1972)
 AE0764
 AE0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0687 ***********************************************************************
 AE0687  DESIGNATION -  X 688
 AE0687  PID         -  AE0687
 AE0687  STATE/COUNTY-  TX/STARR
 AE0687  USGS QUAD   -  SAGUNADA RANCH (1965)
 AE0687
 AE0687                         *CURRENT SURVEY CONTROL
 AE0687  ___________________________________________________________________
 AE0687* NAD 83(1986)-  26 23 03.     (N)    098 42 16.     (W)     SCALED    
 AE0687* NAVD 88     -        82.489  (meters)     270.63   (feet)  ADJUSTED  
 AE0687  ___________________________________________________________________
 AE0687  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE0687  DYNAMIC HT  -          82.352 (meters)     270.18  (feet)  COMP
 AE0687  MODELED GRAV-     978,994.6   (mgal)                       NAVD 88
 AE0687
 AE0687  VERT ORDER  -  SECOND    CLASS 0
 AE0687
 AE0687.The horizontal coordinates were scaled from a topographic map and have
 AE0687.an estimated accuracy of +/- 6 seconds.
 AE0687
 AE0687.The orthometric height was determined by differential leveling
 AE0687.and adjusted by the National Geodetic Survey in June 1991..
 AE0687
 AE0687.The geoid height was determined by GEOID03.
 AE0687
 AE0687.The dynamic height is computed by dividing the NAVD 88
 AE0687.geopotential number by the normal gravity value computed on the
 AE0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0687.degrees latitude (g = 980.6199 gals.).
 AE0687
 AE0687.The modeled gravity was interpolated from observed gravity values.
 AE0687
 AE0687;                    North         East    Units  Estimated Accuracy
 AE0687;SPC TX S     - 5,079,510.      279,600.      MT  (+/- 180 meters Scaled)
 AE0687
 AE0687                          SUPERSEDED SURVEY CONTROL
 AE0687
 AE0687  NGVD 29 (??/??/92)   82.560  (m)          270.87   (f) ADJ UNCH    2 0
 AE0687
 AE0687.Superseded values are not recommended for survey control.
 AE0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0687.See file dsdata.txt to determine how the superseded data were derived.
 AE0687
 AE0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ294182(NAD 83)
 AE0687_MARKER: DB = BENCH MARK DISK
 AE0687_SETTING: 66 = SET IN ROCK OUTCROP
 AE0687_SP_SET: LIMESTONE BEDROCK
 AE0687_STAMPING: X 688 1942
 AE0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0687+STABILITY: POSITION/ELEVATION WELL
 AE0687
 AE0687  HISTORY     - Date     Condition        Report By
 AE0687  HISTORY     - 1943     MONUMENTED       CGS
 AE0687
 AE0687                          STATION DESCRIPTION
 AE0687
 AE0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0687'4.6 MI N FROM GARCIASVILLE.
 AE0687'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE0687'LEADING NORTH (7.9 MILES EAST OF THE POST OFFICE AT RIO GRANDE CITY),
 AE0687'PROCEED 3.4 MILES NORTHERLY ALONG A GRAVEL ROAD TO THE TOP OF A ROCKY
 AE0687'HILL AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AE0687'TOP OF A 4X6 FOOT LIMS STONE BED ROCK.  IT IS 71.5 FEET EAST OF AND
 AE0687'ACROSS THE ROAD FROM A TRIANGULAR BLAZE ON A 1.4 FOOT.  MESQUITE TREE,
 AE0687'31.0 FEET EAST OF AND ABOUT 1.5 FOOT ABOVE THE CENTERLINE OF THE ROAD,
 AE0687'49.1 FEET EAST OF A FENCE LINE RUNNING NORTH AND SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0639 ***********************************************************************
 AE0639  DESIGNATION -  X 689
 AE0639  PID         -  AE0639
 AE0639  STATE/COUNTY-  TX/STARR
 AE0639  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0639
 AE0639                         *CURRENT SURVEY CONTROL
 AE0639  ___________________________________________________________________
 AE0639* NAD 83(1986)-  26 24 27.     (N)    098 58 40.     (W)     SCALED    
 AE0639* NAVD 88     -        56.003  (meters)     183.74   (feet)  ADJUSTED  
 AE0639  ___________________________________________________________________
 AE0639  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AE0639  DYNAMIC HT  -          55.911 (meters)     183.43  (feet)  COMP
 AE0639  MODELED GRAV-     979,007.9   (mgal)                       NAVD 88
 AE0639
 AE0639  VERT ORDER  -  FIRST     CLASS II
 AE0639
 AE0639.The horizontal coordinates were scaled from a topographic map and have
 AE0639.an estimated accuracy of +/- 6 seconds.
 AE0639
 AE0639.The orthometric height was determined by differential leveling
 AE0639.and adjusted by the National Geodetic Survey in June 1991..
 AE0639.WARNING-Repeat measurements at this control monument indicate possible
 AE0639.vertical movement.
 AE0639
 AE0639.The geoid height was determined by GEOID03.
 AE0639
 AE0639.The dynamic height is computed by dividing the NAVD 88
 AE0639.geopotential number by the normal gravity value computed on the
 AE0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0639.degrees latitude (g = 980.6199 gals.).
 AE0639
 AE0639.The modeled gravity was interpolated from observed gravity values.
 AE0639
 AE0639;                    North         East    Units  Estimated Accuracy
 AE0639;SPC TX S     - 5,082,170.      252,340.      MT  (+/- 180 meters Scaled)
 AE0639
 AE0639                          SUPERSEDED SURVEY CONTROL
 AE0639
 AE0639  NGVD 29 (??/??/92)   56.050  (m)          183.89   (f) ADJ UNCH    1 2
 AE0639
 AE0639.Superseded values are not recommended for survey control.
 AE0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0639.See file dsdata.txt to determine how the superseded data were derived.
 AE0639
 AE0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ022208(NAD 83)
 AE0639_MARKER: DB = BENCH MARK DISK
 AE0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0639_SP_SET: CULVERT
 AE0639_STAMPING: X 689 1942
 AE0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0639
 AE0639  HISTORY     - Date     Condition        Report By
 AE0639  HISTORY     - 1942     MONUMENTED       CGS
 AE0639  HISTORY     - 1956     GOOD             NGS
 AE0639  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0639
 AE0639                          STATION DESCRIPTION
 AE0639
 AE0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0639'2.5 MI E FROM ROMA.
 AE0639'2.5 MILES EAST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT ROMA,
 AE0639'AT THE WEST EDGE OF ESCOBARES, 300 FEET WEST OF THE JUNCTION OF THE
 AE0639'OLD AND NEW HIGHWAYS, 26 FEET SOUTH OF THE CENTER LINE OF THE NEW
 AE0639'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 3
 AE0639'CHANNEL CONCRETE CULVERT.
 AE0639
 AE0639                          STATION RECOVERY (1981)
 AE0639
 AE0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0639'MARK NOT RECOVERED.  HEADWALL REPLACED.  X 689 RESET 1979 FOUND HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1289 ***********************************************************************
 AE1289  DESIGNATION -  X 689 RESET 1979
 AE1289  PID         -  AE1289
 AE1289  STATE/COUNTY-  TX/STARR
 AE1289  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1289
 AE1289                         *CURRENT SURVEY CONTROL
 AE1289  ___________________________________________________________________
 AE1289* NAD 83(1986)-  26 24 27.     (N)    098 58 40.     (W)     SCALED    
 AE1289* NAVD 88     -        55.870  (meters)     183.30   (feet)  ADJUSTED  
 AE1289  ___________________________________________________________________
 AE1289  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AE1289  DYNAMIC HT  -          55.778 (meters)     183.00  (feet)  COMP
 AE1289  MODELED GRAV-     979,007.9   (mgal)                       NAVD 88
 AE1289
 AE1289  VERT ORDER  -  FIRST     CLASS II
 AE1289
 AE1289.The horizontal coordinates were scaled from a topographic map and have
 AE1289.an estimated accuracy of +/- 6 seconds.
 AE1289
 AE1289.The orthometric height was determined by differential leveling
 AE1289.and adjusted by the National Geodetic Survey in June 1991..
 AE1289
 AE1289.The geoid height was determined by GEOID03.
 AE1289
 AE1289.The dynamic height is computed by dividing the NAVD 88
 AE1289.geopotential number by the normal gravity value computed on the
 AE1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1289.degrees latitude (g = 980.6199 gals.).
 AE1289
 AE1289.The modeled gravity was interpolated from observed gravity values.
 AE1289
 AE1289;                    North         East    Units  Estimated Accuracy
 AE1289;SPC TX S     - 5,082,170.      252,340.      MT  (+/- 180 meters Scaled)
 AE1289
 AE1289                          SUPERSEDED SURVEY CONTROL
 AE1289
 AE1289.No superseded survey control is available for this station.
 AE1289
 AE1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ022208(NAD 83)
 AE1289_MARKER: DB = BENCH MARK DISK
 AE1289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1289_SP_SET: HEADWALL
 AE1289_STAMPING: X 689 RESET 1979
 AE1289_MARK LOGO: NGS   
 AE1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1289+STABILITY: SURFACE MOTION
 AE1289
 AE1289  HISTORY     - Date     Condition        Report By
 AE1289  HISTORY     - 1979     MONUMENTED       NGS
 AE1289  HISTORY     - 1981     GOOD             NGS
 AE1289
 AE1289                          STATION DESCRIPTION
 AE1289
 AE1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1289'5.2 KM (3.2 MI) EAST FROM ROMA.
 AE1289'RECOVERED THIS DATE.  NEW DESCRIPTION FOLLOWS, 5.2 KM
 AE1289'(3.2 MI) EASTERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN ROMA,
 AE1289'SET IN TOP OF THE WEST END OF A THREE CHANNEL BOX CULVERT, 11.9 METERS
 AE1289'(39.0 FT) SOUTH OF THE CENTER OF HIGHWAY.
 AE1289'THE MARK IS ABOVE LEVEL WITH HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0140 ***********************************************************************
 EO0140  DESIGNATION -  X 69
 EO0140  PID         -  EO0140
 EO0140  STATE/COUNTY-  TX/BAILEY
 EO0140  USGS QUAD   -  MULESHOE (1980)
 EO0140
 EO0140                         *CURRENT SURVEY CONTROL
 EO0140  ___________________________________________________________________
 EO0140* NAD 83(1986)-  34 14 23.     (N)    102 44 42.     (W)     SCALED    
 EO0140* NAVD 88     -      1159.645  (meters)    3804.60   (feet)  ADJUSTED  
 EO0140  ___________________________________________________________________
 EO0140  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 EO0140  DYNAMIC HT  -        1158.149 (meters)    3799.69  (feet)  COMP
 EO0140  MODELED GRAV-     979,306.3   (mgal)                       NAVD 88
 EO0140
 EO0140  VERT ORDER  -  FIRST     CLASS II
 EO0140
 EO0140.The horizontal coordinates were scaled from a topographic map and have
 EO0140.an estimated accuracy of +/- 6 seconds.
 EO0140
 EO0140.The orthometric height was determined by differential leveling
 EO0140.and adjusted by the National Geodetic Survey in June 1991..
 EO0140
 EO0140.The geoid height was determined by GEOID03.
 EO0140
 EO0140.The dynamic height is computed by dividing the NAVD 88
 EO0140.geopotential number by the normal gravity value computed on the
 EO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0140.degrees latitude (g = 980.6199 gals.).
 EO0140
 EO0140.The modeled gravity was interpolated from observed gravity values.
 EO0140
 EO0140;                    North         East    Units  Estimated Accuracy
 EO0140;SPC TXNC     - 2,293,250.      209,000.      MT  (+/- 180 meters Scaled)
 EO0140
 EO0140                          SUPERSEDED SURVEY CONTROL
 EO0140
 EO0140  NGVD 29 (??/??/92) 1159.084  (m)         3802.76   (f) ADJ UNCH    1 2
 EO0140
 EO0140.Superseded values are not recommended for survey control.
 EO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0140.See file dsdata.txt to determine how the superseded data were derived.
 EO0140
 EO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT076910(NAD 83)
 EO0140_MARKER: DB = BENCH MARK DISK
 EO0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0140_SP_SET: PIER
 EO0140_STAMPING: 3802.761 X 69 1930
 EO0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0140
 EO0140  HISTORY     - Date     Condition        Report By
 EO0140  HISTORY     - 1930     MONUMENTED       CGS
 EO0140  HISTORY     - 1943     GOOD             NGS
 EO0140  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0140
 EO0140                          STATION DESCRIPTION
 EO0140
 EO0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EO0140'1.5 MI N FROM MULESHOE.
 EO0140'1.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0140'MULESHOE, BAILEY COUNTY, ABOUT 1/2 MILE SOUTHEAST OF MILEPOST 20, AND
 EO0140'NEAR THE SOUTH END OF THE EAST PIER OF CULVERT 20A.
 EO0140
 EO0140                          STATION RECOVERY (1982)
 EO0140
 EO0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1219 ***********************************************************************
 AW1219  DESIGNATION -  X 692
 AW1219  PID         -  AW1219
 AW1219  STATE/COUNTY-  TX/BRAZORIA
 AW1219  USGS QUAD   -  ANGLETON (1974)
 AW1219
 AW1219                         *CURRENT SURVEY CONTROL
 AW1219  ___________________________________________________________________
 AW1219* NAD 83(1986)-  29 11 41.     (N)    095 27 47.     (W)     SCALED    
 AW1219* NAVD 88     -         9.89   (+/-2cm)      32.4    (feet)  VERTCON   
 AW1219  ___________________________________________________________________
 AW1219  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1219
 AW1219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1219
 AW1219.The horizontal coordinates were scaled from a topographic map and have
 AW1219.an estimated accuracy of +/- 6 seconds.
 AW1219
 AW1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1219.The vertical order pertains to the NGVD 29 superseded value.
 AW1219
 AW1219.The geoid height was determined by GEOID03.
 AW1219
 AW1219;                    North         East    Units  Estimated Accuracy
 AW1219;SPC TXSC     - 4,156,080.      943,890.      MT  (+/- 180 meters Scaled)
 AW1219
 AW1219                          SUPERSEDED SURVEY CONTROL
 AW1219
 AW1219  NGVD 29 (??/??/92)    9.896  (m)           32.47   (f) ADJ UNCH    2 0
 AW1219
 AW1219.Superseded values are not recommended for survey control.
 AW1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1219.See file dsdata.txt to determine how the superseded data were derived.
 AW1219
 AW1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN605320(NAD 83)
 AW1219_MARKER: DB = BENCH MARK DISK
 AW1219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1219_SP_SET: CULVERT
 AW1219_STAMPING: X 692 1942
 AW1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1219
 AW1219  HISTORY     - Date     Condition        Report By
 AW1219  HISTORY     - 1942     MONUMENTED       CGS
 AW1219  HISTORY     - 1978     GOOD             NGS
 AW1219  HISTORY     - 1987     POOR             USPSQD
 AW1219  HISTORY     - 1988     POOR             USPSQD
 AW1219  HISTORY     - 19970628 POOR             USPSQD
 AW1219
 AW1219                          STATION DESCRIPTION
 AW1219
 AW1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW1219'1.1 MI SE FROM ANCHOR.
 AW1219'TO REACH FROM THE RAILROAD STATION AT ANCHOR, PROCEED 1.1 MILE
 AW1219'SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD STATION TO A RAILROAD
 AW1219'TRESTLE NO. 20.2 AND TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AW1219'HORIZONTALLY IN THE SOUTH WINGWALL OF THE SOUTHEAST ABUTMENT OF A 12X8
 AW1219'FOOT CONCRETE 2 SECTION CULVERT UNDER STATE HIGHWAY NO. 19.  IT IS
 AW1219'55.0 FEET NORTHEAST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF
 AW1219'TRACK, ABOUT 21.0 FEET SOUTHWEST OF AND ABOUT 4.0 FEET BELOW THE
 AW1219'CENTERLINE OF HIGHWAY.  NOTE-- THIS BENCH MARK IS ALSO 2.75 MILES
 AW1219'NORTHWEST OF COUNTY COURT HOUSE AT ANGLETON.
 AW1219
 AW1219                          STATION RECOVERY (1978)
 AW1219
 AW1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1219'RECOVERED IN GOOD CONDITION.
 AW1219
 AW1219                          STATION RECOVERY (1987)
 AW1219
 AW1219'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1219'MARK RECOVERED IN POOR CONDITION.
 AW1219
 AW1219                          STATION RECOVERY (1988)
 AW1219
 AW1219'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW1219'MARK RECOVERED IN POOR CONDITION.
 AW1219
 AW1219                          STATION RECOVERY (1997)
 AW1219
 AW1219'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1219'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1252 ***********************************************************************
 AN1252  DESIGNATION -  X 694
 AN1252  PID         -  AN1252
 AN1252  STATE/COUNTY-  TX/REFUGIO
 AN1252  USGS QUAD   -  VIDAURRI (1978)
 AN1252
 AN1252                         *CURRENT SURVEY CONTROL
 AN1252  ___________________________________________________________________
 AN1252* NAD 83(1986)-  28 24 08.     (N)    097 10 28.     (W)     SCALED    
 AN1252* NAVD 88     -        20.00   (+/-2cm)      65.6    (feet)  VERTCON   
 AN1252  ___________________________________________________________________
 AN1252  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1252
 AN1252  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1252
 AN1252.The horizontal coordinates were scaled from a topographic map and have
 AN1252.an estimated accuracy of +/- 6 seconds.
 AN1252
 AN1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1252.The vertical order pertains to the NGVD 29 superseded value.
 AN1252
 AN1252.The geoid height was determined by GEOID03.
 AN1252
 AN1252;                    North         East    Units  Estimated Accuracy
 AN1252;SPC TXSC     - 4,064,450.      778,890.      MT  (+/- 180 meters Scaled)
 AN1252
 AN1252                          SUPERSEDED SURVEY CONTROL
 AN1252
 AN1252  NGVD 29 (??/??/92)   20.15   (m)           66.1    (f) COMPUTED    1 2
 AN1252
 AN1252.Superseded values are not recommended for survey control.
 AN1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1252.See file dsdata.txt to determine how the superseded data were derived.
 AN1252
 AN1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS788431(NAD 83)
 AN1252_MARKER: DB = BENCH MARK DISK
 AN1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1252_SP_SET: CULVERT
 AN1252_STAMPING: X 694 1942
 AN1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1252
 AN1252  HISTORY     - Date     Condition        Report By
 AN1252  HISTORY     - 1942     MONUMENTED       CGS
 AN1252  HISTORY     - 1950     GOOD             NGS
 AN1252  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1252
 AN1252                          STATION DESCRIPTION
 AN1252
 AN1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1252'3.3 MI SW FROM VIDAURI.
 AN1252'3.3 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1252'RAILROAD FROM THE STATION AT VIDAURI, 1 POLE SOUTHWEST OF MILEPOST
 AN1252'195, 83 FEET EAST OF THE EAST RAIL, 16 FEET WEST OF THE CENTER LINE OF
 AN1252'U.S. HIGHWAY 77, LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 AN1252'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 AN1252
 AN1252                          STATION RECOVERY (1994)
 AN1252
 AN1252'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1253 ***********************************************************************
 AN1253  DESIGNATION -  X 694 RESET 1955
 AN1253  PID         -  AN1253
 AN1253  STATE/COUNTY-  TX/REFUGIO
 AN1253  USGS QUAD   -  VIDAURRI (1978)
 AN1253
 AN1253                         *CURRENT SURVEY CONTROL
 AN1253  ___________________________________________________________________
 AN1253* NAD 83(1986)-  28 24 09.     (N)    097 10 37.     (W)     SCALED    
 AN1253* NAVD 88     -        18.885  (meters)      61.96   (feet)  ADJUSTED  
 AN1253  ___________________________________________________________________
 AN1253  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1253  DYNAMIC HT  -          18.857 (meters)      61.87  (feet)  COMP
 AN1253  MODELED GRAV-     979,161.7   (mgal)                       NAVD 88
 AN1253
 AN1253  VERT ORDER  -  FIRST     CLASS I
 AN1253
 AN1253.The horizontal coordinates were scaled from a topographic map and have
 AN1253.an estimated accuracy of +/- 6 seconds.
 AN1253
 AN1253.The orthometric height was determined by differential leveling
 AN1253.and adjusted by the National Geodetic Survey in June 1991..
 AN1253
 AN1253.The geoid height was determined by GEOID03.
 AN1253
 AN1253.The dynamic height is computed by dividing the NAVD 88
 AN1253.geopotential number by the normal gravity value computed on the
 AN1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1253.degrees latitude (g = 980.6199 gals.).
 AN1253
 AN1253.The modeled gravity was interpolated from observed gravity values.
 AN1253
 AN1253;                    North         East    Units  Estimated Accuracy
 AN1253;SPC TXSC     - 4,064,470.      778,640.      MT  (+/- 180 meters Scaled)
 AN1253
 AN1253                          SUPERSEDED SURVEY CONTROL
 AN1253
 AN1253  NGVD 29 (??/??/92)   19.033  (m)           62.44   (f) ADJ UNCH    1 1
 AN1253
 AN1253.Superseded values are not recommended for survey control.
 AN1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1253.See file dsdata.txt to determine how the superseded data were derived.
 AN1253
 AN1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS785431(NAD 83)
 AN1253_MARKER: DB = BENCH MARK DISK
 AN1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1253_SP_SET: CULVERT
 AN1253_STAMPING: X 694 RESET 1955
 AN1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1253
 AN1253  HISTORY     - Date     Condition        Report By
 AN1253  HISTORY     - 1955     MONUMENTED       TXHD
 AN1253  HISTORY     - 1978     GOOD             NGS
 AN1253  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1253
 AN1253                          STATION DESCRIPTION
 AN1253
 AN1253'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN1253'3.3 MI SW FROM VIDAURI.
 AN1253'3.3 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1253'RAILWAY FROM THE STATION AT VIDAURI, REFUGIO COUNTY, 1 POLE SOUTHWEST
 AN1253'OF MILEPOST 195, AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 77, IN THE
 AN1253'TOP OF THE SOUTH END OF THE NORTH HEAD WALL, 22.5 FEET WEST OF THE
 AN1253'CENTER LINE OF THE HIGHWAY, AND 0.4 FOOT LOWER THAN THE HIGHWAY. A
 AN1253'STANDARD DISK, STAMPED X 694 RESET 1955.
 AN1253
 AN1253                          STATION RECOVERY (1978)
 AN1253
 AN1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1253'RECOVERED IN GOOD CONDITION.
 AN1253
 AN1253                          STATION RECOVERY (1994)
 AN1253
 AN1253'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0505 ***********************************************************************
 AN0505  DESIGNATION -  X 695
 AN0505  PID         -  AN0505
 AN0505  STATE/COUNTY-  TX/VICTORIA
 AN0505  USGS QUAD   -  LA SALLE (1995)
 AN0505
 AN0505                         *CURRENT SURVEY CONTROL
 AN0505  ___________________________________________________________________
 AN0505* NAD 83(1986)-  28 46 40.     (N)    096 41 59.     (W)     SCALED    
 AN0505* NAVD 88     -         4.860  (meters)      15.94   (feet)  ADJUSTED  
 AN0505  ___________________________________________________________________
 AN0505  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0505  DYNAMIC HT  -           4.853 (meters)      15.92  (feet)  COMP
 AN0505  MODELED GRAV-     979,201.4   (mgal)                       NAVD 88
 AN0505
 AN0505  VERT ORDER  -  FIRST     CLASS I
 AN0505
 AN0505.The horizontal coordinates were scaled from a topographic map and have
 AN0505.an estimated accuracy of +/- 6 seconds.
 AN0505
 AN0505.The orthometric height was determined by differential leveling
 AN0505.and adjusted by the National Geodetic Survey in June 1991..
 AN0505
 AN0505.The geoid height was determined by GEOID03.
 AN0505
 AN0505.The dynamic height is computed by dividing the NAVD 88
 AN0505.geopotential number by the normal gravity value computed on the
 AN0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0505.degrees latitude (g = 980.6199 gals.).
 AN0505
 AN0505.The modeled gravity was interpolated from observed gravity values.
 AN0505
 AN0505;                    North         East    Units  Estimated Accuracy
 AN0505;SPC TXSC     - 4,106,880.      824,580.      MT  (+/- 180 meters Scaled)
 AN0505
 AN0505                          SUPERSEDED SURVEY CONTROL
 AN0505
 AN0505  NGVD 29 (??/??/92)    4.979  (m)           16.34   (f) ADJ UNCH    1 1
 AN0505
 AN0505.Superseded values are not recommended for survey control.
 AN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0505.See file dsdata.txt to determine how the superseded data were derived.
 AN0505
 AN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS245855(NAD 83)
 AN0505_MARKER: DB = BENCH MARK DISK
 AN0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0505_SP_SET: PIER
 AN0505_STAMPING: X 695 1943
 AN0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0505
 AN0505  HISTORY     - Date     Condition        Report By
 AN0505  HISTORY     - 1943     MONUMENTED       CGS
 AN0505  HISTORY     - 1972     GOOD             NGS
 AN0505  HISTORY     - 1973     GOOD             NGS
 AN0505  HISTORY     - 1978     GOOD             NGS
 AN0505
 AN0505                          STATION DESCRIPTION
 AN0505
 AN0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0505'2.05 MI SW FROM LA SALLE.
 AN0505'ABOUT 2.05 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AN0505'THE CROSSING OF A PAVED ROAD AT LA SALLE, 0.15 MILE NORTHEAST OF
 AN0505'MILEPOST 234, SET IN THE TOP OF THE SOUTH CORNER OF THE SOUTHEAST END
 AN0505'OF THE UPPER PORTION OF THE SOUTHWEST CONCRETE PIER OF RAILROAD BRIDGE
 AN0505'NUMBER 234-1 OVER GARCITAS CREEK WHICH IS THE VICTORIA JACKSON COUNTY
 AN0505'LINE, 39.0 FEET NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE, 8 FEET
 AN0505'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, AND ABOUT 6 FEET BELOW
 AN0505'THE LEVEL OF THE TRACK.
 AN0505
 AN0505                          STATION RECOVERY (1973)
 AN0505
 AN0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0505'RECOVERED IN GOOD CONDITION.
 AN0505
 AN0505                          STATION RECOVERY (1978)
 AN0505
 AN0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0739 ***********************************************************************
 AN0739  DESIGNATION -  X 696
 AN0739  PID         -  AN0739
 AN0739  STATE/COUNTY-  TX/VICTORIA
 AN0739  USGS QUAD   -  INEZ (1995)
 AN0739
 AN0739                         *CURRENT SURVEY CONTROL
 AN0739  ___________________________________________________________________
 AN0739* NAD 83(1986)-  28 53 48.     (N)    096 48 13.     (W)     SCALED    
 AN0739* NAVD 88     -        19.09   (+/-2cm)      62.6    (feet)  VERTCON   
 AN0739  ___________________________________________________________________
 AN0739  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0739
 AN0739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0739
 AN0739.The horizontal coordinates were scaled from a topographic map and have
 AN0739.an estimated accuracy of +/- 6 seconds.
 AN0739
 AN0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0739.The vertical order pertains to the NGVD 29 superseded value.
 AN0739
 AN0739.The geoid height was determined by GEOID03.
 AN0739
 AN0739;                    North         East    Units  Estimated Accuracy
 AN0739;SPC TXSC     - 4,119,860.      814,190.      MT  (+/- 180 meters Scaled)
 AN0739
 AN0739                          SUPERSEDED SURVEY CONTROL
 AN0739
 AN0739  NGVD 29 (??/??/92)   19.152  (m)           62.83   (f) ADJ UNCH    2 0
 AN0739
 AN0739.Superseded values are not recommended for survey control.
 AN0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0739.See file dsdata.txt to determine how the superseded data were derived.
 AN0739
 AN0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS141985(NAD 83)
 AN0739_MARKER: DB = BENCH MARK DISK
 AN0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0739_STAMPING: Z 696 1943
 AN0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0739+STABILITY: SURFACE MOTION
 AN0739
 AN0739  HISTORY     - Date     Condition        Report By
 AN0739  HISTORY     - 1943     MONUMENTED       CGS
 AN0739
 AN0739                          STATION DESCRIPTION
 AN0739
 AN0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0739'1.1 MI SW FROM INEZ.
 AN0739'1.1 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0739'STATION AT INEZ, VICTORIA COUNTY, 9 POLES SOUTHWEST OF MILEPOST 77, 47
 AN0739'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, 2 FEET SOUTHEAST OF
 AN0739'THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AN0739'POST, AND ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 AN0739'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0607 ***********************************************************************
 AN0607  DESIGNATION -  X 697
 AN0607  PID         -  AN0607
 AN0607  STATE/COUNTY-  TX/VICTORIA
 AN0607  USGS QUAD   -  MARCADO CREEK (1995)
 AN0607
 AN0607                         *CURRENT SURVEY CONTROL
 AN0607  ___________________________________________________________________
 AN0607* NAD 83(1986)-  28 47 14.     (N)    096 50 10.     (W)     SCALED    
 AN0607* NAVD 88     -        19.28   (+/-2cm)      63.3    (feet)  VERTCON   
 AN0607  ___________________________________________________________________
 AN0607  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0607
 AN0607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0607
 AN0607.The horizontal coordinates were scaled from a topographic map and have
 AN0607.an estimated accuracy of +/- 6 seconds.
 AN0607
 AN0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0607.The vertical order pertains to the NGVD 29 superseded value.
 AN0607
 AN0607.The geoid height was determined by GEOID03.
 AN0607
 AN0607;                    North         East    Units  Estimated Accuracy
 AN0607;SPC TXSC     - 4,107,670.      811,250.      MT  (+/- 180 meters Scaled)
 AN0607
 AN0607                          SUPERSEDED SURVEY CONTROL
 AN0607
 AN0607  NGVD 29 (??/??/92)   19.386  (m)           63.60   (f) ADJ UNCH    2 0
 AN0607
 AN0607.Superseded values are not recommended for survey control.
 AN0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0607.See file dsdata.txt to determine how the superseded data were derived.
 AN0607
 AN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS112863(NAD 83)
 AN0607_MARKER: DB = BENCH MARK DISK
 AN0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0607_STAMPING: X 697 1943
 AN0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0607+STABILITY: SURFACE MOTION
 AN0607
 AN0607  HISTORY     - Date     Condition        Report By
 AN0607  HISTORY     - 1943     MONUMENTED       CGS
 AN0607
 AN0607                          STATION DESCRIPTION
 AN0607
 AN0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0607'6.5 MI NE FROM GUADALUPE.
 AN0607'6.5 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AN0607'GUADALUPE, VICTORIA COUNTY, THENCE 0.6 MILE SOUTHEAST.  69 FEET SOUTH
 AN0607'OF THE SOUTHEAST CORNER OF AN OLD FARMHOUSE ON THE NORTHEAST SIDE OF
 AN0607'THE ROAD, 32 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 7.6 FEET
 AN0607'SOUTHEAST OF A GARDEN-FENCE CORNER, 3 FEET NORTHWEST OF A WHITE WOODEN
 AN0607'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED X 697
 AN0607'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN0607'GROUND.  NOTE-- THIS BENCH MARK MAY ALSO BE REACHED FROM THE PUBLIC
 AN0607'SCHOOL AT INEZ BY GOING 6.4 MILES SOUTHEAST ALONG A GRAVEL ROAD TO THE
 AN0607'INTERSECTION OF A GRAVEL ROAD LEADING WEST TO GUADALUPE, THENCE 7.3
 AN0607'MILES WEST TO THE INTERSECTION OF A GRAVEL ROAD LEADING NORTHWEST TO
 AN0607'TELFENER, AND THENCE 0.9 MILE NORTHWEST ALONG THE TELFENER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0976 ***********************************************************************
 AN0976  DESIGNATION -  X 698
 AN0976  PID         -  AN0976
 AN0976  STATE/COUNTY-  TX/VICTORIA
 AN0976  USGS QUAD   -  RAISIN (1987)
 AN0976
 AN0976                         *CURRENT SURVEY CONTROL
 AN0976  ___________________________________________________________________
 AN0976* NAD 83(1986)-  28 39 52.     (N)    097 02 49.     (W)     SCALED    
 AN0976* NAVD 88     -        25.18   (+/-2cm)      82.6    (feet)  VERTCON   
 AN0976  ___________________________________________________________________
 AN0976  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0976
 AN0976  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0976
 AN0976.The horizontal coordinates were scaled from a topographic map and have
 AN0976.an estimated accuracy of +/- 6 seconds.
 AN0976
 AN0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0976.The vertical order pertains to the NGVD 29 superseded value.
 AN0976
 AN0976.The geoid height was determined by GEOID03.
 AN0976
 AN0976;                    North         East    Units  Estimated Accuracy
 AN0976;SPC TXSC     - 4,093,710.      790,890.      MT  (+/- 180 meters Scaled)
 AN0976
 AN0976                          SUPERSEDED SURVEY CONTROL
 AN0976
 AN0976  NGVD 29 (??/??/92)   25.293  (m)           82.98   (f) ADJ UNCH    2 0
 AN0976
 AN0976.Superseded values are not recommended for survey control.
 AN0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0976.See file dsdata.txt to determine how the superseded data were derived.
 AN0976
 AN0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS908723(NAD 83)
 AN0976_MARKER: DB = BENCH MARK DISK
 AN0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0976_STAMPING: X 698 1943
 AN0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0976+STABILITY: SURFACE MOTION
 AN0976
 AN0976  HISTORY     - Date     Condition        Report By
 AN0976  HISTORY     - 1943     MONUMENTED       CGS
 AN0976
 AN0976                          STATION DESCRIPTION
 AN0976
 AN0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0976'10.9 MI SW FROM VICTORIA.
 AN0976'TO REACH FROM THE CITY HALL AT VICTORIA, PROCEED 2.9 MILES SOUTHWEST
 AN0976'ALONG THE TEXAS AND NEW ORLEANS RAILROAD TO THE INTERSECTION OF U.S.
 AN0976'HIGHWAY NO. 77, THENCE GO 8.0 MILES SOUTH ALONG U.S. HIGHWAY NO. 77
 AN0976'AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTHEAST OF A
 AN0976'BRIDGE AT TOP OF HILL.  IT IS 73.6 FEET NORTHWEST OF THE CENTER OF A
 AN0976'WOODEN GATE, 48.7 FEET SOUTHWEST OF AND 0.5 FOOT ABOVE THE CENTERLINE
 AN0976'OF HIGHWAY AND 1.0 FOOT NORTHEAST OF THE RIGHT OF WAY FENCE. MONUMENT
 AN0976'IS 3.0 FEET SOUTHEAST OF A 4X4 INCH WOODEN MARKER POST AND PROJECTS
 AN0976'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0977 ***********************************************************************
 AN0977  DESIGNATION -  X 698 RESET 1954
 AN0977  PID         -  AN0977
 AN0977  STATE/COUNTY-  TX/VICTORIA
 AN0977  USGS QUAD   -  RAISIN (1987)
 AN0977
 AN0977                         *CURRENT SURVEY CONTROL
 AN0977  ___________________________________________________________________
 AN0977* NAD 83(1986)-  28 39 52.     (N)    097 02 49.     (W)     SCALED    
 AN0977* NAVD 88     -        25.30   (+/-2cm)      83.0    (feet)  VERTCON   
 AN0977  ___________________________________________________________________
 AN0977  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0977
 AN0977  VERT ORDER  -  THIRD (See Below)
 AN0977
 AN0977.The horizontal coordinates were scaled from a topographic map and have
 AN0977.an estimated accuracy of +/- 6 seconds.
 AN0977
 AN0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0977.The vertical order pertains to the NGVD 29 superseded value.
 AN0977
 AN0977.The geoid height was determined by GEOID03.
 AN0977
 AN0977;                    North         East    Units  Estimated Accuracy
 AN0977;SPC TXSC     - 4,093,710.      790,890.      MT  (+/- 180 meters Scaled)
 AN0977
 AN0977                          SUPERSEDED SURVEY CONTROL
 AN0977
 AN0977  NGVD 29 (01/29/03)   25.42   (m)           83.4    (f) RESET       3  
 AN0977
 AN0977.Superseded values are not recommended for survey control.
 AN0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0977.See file dsdata.txt to determine how the superseded data were derived.
 AN0977
 AN0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS908723(NAD 83)
 AN0977_MARKER: DB = BENCH MARK DISK
 AN0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0977_STAMPING: X 698 RESET 1954
 AN0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0977+STABILITY: SURFACE MOTION
 AN0977
 AN0977  HISTORY     - Date     Condition        Report By
 AN0977  HISTORY     - 1954     MONUMENTED       TXHD
 AN0977  HISTORY     - 1960     MARK NOT FOUND   USGS
 AN0977  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0977
 AN0977                          STATION DESCRIPTION
 AN0977
 AN0977'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AN0977'10.9 MI SW FROM VICTORIA.
 AN0977'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0977'CITY HALL AT VICTORIA, VICTORIA COUNTY, THENCE 8.0 MILES SOUTH ALONG
 AN0977'U.S. HIGHWAY 77.  0.1 MILE SOUTHEAST OF A BRIDGE AT THE TOP OF A HILL,
 AN0977'73.6 FEET NORTHWEST OF THE CENTER OF A WOODEN GATE, 48.7 FEET
 AN0977'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE
 AN0977'RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD
 AN0977'DISK, STAMPED X 698 RESET 1954 AND SET IN A CONCRETE POST.  NOTE-- THE
 AN0977'AREA AS WELL AS THE HIGHWAY AND DRAINAGE DITCH HAVE BEEN WIDENED.
 AN0977
 AN0977                          STATION RECOVERY (1990)
 AN0977
 AN0977'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1433 ***********************************************************************
 AN1433  DESIGNATION -  X 699
 AN1433  PID         -  AN1433
 AN1433  STATE/COUNTY-  TX/REFUGIO
 AN1433  USGS QUAD   -  REFUGIO (1979)
 AN1433
 AN1433                         *CURRENT SURVEY CONTROL
 AN1433  ___________________________________________________________________
 AN1433* NAD 83(1986)-  28 22 18.     (N)    097 22 03.     (W)     SCALED    
 AN1433* NAVD 88     -        26.06   (+/-2cm)      85.5    (feet)  VERTCON   
 AN1433  ___________________________________________________________________
 AN1433  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1433
 AN1433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1433
 AN1433.The horizontal coordinates were scaled from a topographic map and have
 AN1433.an estimated accuracy of +/- 6 seconds.
 AN1433
 AN1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1433.The vertical order pertains to the NGVD 29 superseded value.
 AN1433
 AN1433.The geoid height was determined by GEOID03.
 AN1433
 AN1433;                    North         East    Units  Estimated Accuracy
 AN1433;SPC TXSC     - 4,060,780.      760,020.      MT  (+/- 180 meters Scaled)
 AN1433
 AN1433                          SUPERSEDED SURVEY CONTROL
 AN1433
 AN1433  NGVD 29 (??/??/92)   26.180  (m)           85.89   (f) ADJ UNCH    2 0
 AN1433
 AN1433.Superseded values are not recommended for survey control.
 AN1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1433.See file dsdata.txt to determine how the superseded data were derived.
 AN1433
 AN1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS599394(NAD 83)
 AN1433_MARKER: DB = BENCH MARK DISK
 AN1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1433_STAMPING: X 699 1943
 AN1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1433+STABILITY: SURFACE MOTION
 AN1433
 AN1433  HISTORY     - Date     Condition        Report By
 AN1433  HISTORY     - 1943     MONUMENTED       CGS
 AN1433  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1433  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1433  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1433
 AN1433                          STATION DESCRIPTION
 AN1433
 AN1433'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1433'9.5 MI NW FROM REFUGIO.
 AN1433'1.7 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE COUNTY COURTHOUSE AT
 AN1433'REFUGIO, REFUGIO COUNTY, THENCE 7.8 MILES NORTHWEST ALONG STATE
 AN1433'HIGHWAY 202.  31 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 AN1433'SOUTH OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AN1433'POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED X 699 1943
 AN1433'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN1433'GROUND.
 AN1433
 AN1433                          STATION RECOVERY (1994)
 AN1433
 AN1433'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1433'MARK NOT FOUND.
 AN1433
 AN1433                          STATION RECOVERY (1999)
 AN1433
 AN1433'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0015 ***********************************************************************
 DQ0015  DESIGNATION -  X 70
 DQ0015  PID         -  DQ0015
 DQ0015  STATE/COUNTY-  TX/LUBBOCK
 DQ0015  USGS QUAD   -  WOLFFORTH NE (1985)
 DQ0015
 DQ0015                         *CURRENT SURVEY CONTROL
 DQ0015  ___________________________________________________________________
 DQ0015* NAD 83(1986)-  33 43 23.     (N)    102 02 12.     (W)     SCALED    
 DQ0015* NAVD 88     -      1018.127  (meters)    3340.30   (feet)  ADJUSTED  
 DQ0015  ___________________________________________________________________
 DQ0015  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 DQ0015  DYNAMIC HT  -        1016.806 (meters)    3335.97  (feet)  COMP
 DQ0015  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 DQ0015
 DQ0015  VERT ORDER  -  FIRST     CLASS II
 DQ0015
 DQ0015.The horizontal coordinates were scaled from a topographic map and have
 DQ0015.an estimated accuracy of +/- 6 seconds.
 DQ0015
 DQ0015.The orthometric height was determined by differential leveling
 DQ0015.and adjusted by the National Geodetic Survey in June 1991..
 DQ0015
 DQ0015.The geoid height was determined by GEOID03.
 DQ0015
 DQ0015.The dynamic height is computed by dividing the NAVD 88
 DQ0015.geopotential number by the normal gravity value computed on the
 DQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0015.degrees latitude (g = 980.6199 gals.).
 DQ0015
 DQ0015.The modeled gravity was interpolated from observed gravity values.
 DQ0015
 DQ0015;                    North         East    Units  Estimated Accuracy
 DQ0015;SPC TXNC     - 2,233,560.      272,290.      MT  (+/- 180 meters Scaled)
 DQ0015
 DQ0015                          SUPERSEDED SURVEY CONTROL
 DQ0015
 DQ0015  NGVD 29 (??/??/92) 1017.700  (m)         3338.90   (f) ADJ UNCH    1 2
 DQ0015
 DQ0015.Superseded values are not recommended for survey control.
 DQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0015.See file dsdata.txt to determine how the superseded data were derived.
 DQ0015
 DQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT745353(NAD 83)
 DQ0015_MARKER: DB = BENCH MARK DISK
 DQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0015_STAMPING: 3338.904 X 70 1930
 DQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0015+STABILITY: SURFACE MOTION
 DQ0015
 DQ0015  HISTORY     - Date     Condition        Report By
 DQ0015  HISTORY     - 1930     MONUMENTED       CGS
 DQ0015  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0015  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0015
 DQ0015                          STATION DESCRIPTION
 DQ0015
 DQ0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0015'5 MI SE FROM ROUNDUP.
 DQ0015'IN LUBBOCK COUNTY, 5 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE
 DQ0015'RAILWAY FROM ROUNDUP, HOCKLEY COUNTY, 212 FEET NORTHWEST OF MILEPOST
 DQ0015'75, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 1 FOOT INSIDE
 DQ0015'THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST
 DQ0015'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 DQ0015
 DQ0015                          STATION RECOVERY (1982)
 DQ0015
 DQ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0343 ***********************************************************************
 CB0343  DESIGNATION -  X 700
 CB0343  PID         -  CB0343
 CB0343  STATE/COUNTY-  TX/CROCKETT
 CB0343  USGS QUAD   -  BARNHART SW (1971)
 CB0343
 CB0343                         *CURRENT SURVEY CONTROL
 CB0343  ___________________________________________________________________
 CB0343* NAD 83(1986)-  31 00 54.     (N)    101 10 06.     (W)     SCALED    
 CB0343* NAVD 88     -       805.760  (meters)    2643.56   (feet)  ADJUSTED  
 CB0343  ___________________________________________________________________
 CB0343  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CB0343  DYNAMIC HT  -         804.592 (meters)    2639.73  (feet)  COMP
 CB0343  MODELED GRAV-     979,163.7   (mgal)                       NAVD 88
 CB0343
 CB0343  VERT ORDER  -  SECOND    CLASS 0
 CB0343
 CB0343.The horizontal coordinates were scaled from a topographic map and have
 CB0343.an estimated accuracy of +/- 6 seconds.
 CB0343
 CB0343.The orthometric height was determined by differential leveling
 CB0343.and adjusted by the National Geodetic Survey in June 1991..
 CB0343
 CB0343.The geoid height was determined by GEOID03.
 CB0343
 CB0343.The dynamic height is computed by dividing the NAVD 88
 CB0343.geopotential number by the normal gravity value computed on the
 CB0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0343.degrees latitude (g = 980.6199 gals.).
 CB0343
 CB0343.The modeled gravity was interpolated from observed gravity values.
 CB0343
 CB0343;                    North         East    Units  Estimated Accuracy
 CB0343;SPC TX C     - 3,149,770.      620,280.      MT  (+/- 180 meters Scaled)
 CB0343
 CB0343                          SUPERSEDED SURVEY CONTROL
 CB0343
 CB0343  NGVD 29 (??/??/92)  805.514  (m)         2642.76   (f) ADJ UNCH    2 0
 CB0343
 CB0343.Superseded values are not recommended for survey control.
 CB0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0343.See file dsdata.txt to determine how the superseded data were derived.
 CB0343
 CB0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV930332(NAD 83)
 CB0343_MARKER: DB = BENCH MARK DISK
 CB0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0343_STAMPING: X 700 1942
 CB0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0343+STABILITY: SURFACE MOTION
 CB0343
 CB0343  HISTORY     - Date     Condition        Report By
 CB0343  HISTORY     - 1942     MONUMENTED       CGS
 CB0343  HISTORY     - 1966     GOOD             NGS
 CB0343  HISTORY     - 1968     GOOD             NGS
 CB0343  HISTORY     - 1981     GOOD             NGS
 CB0343
 CB0343                          STATION DESCRIPTION
 CB0343
 CB0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CB0343'8.0 MI S FROM BARNHART.
 CB0343'IN CROCKETT COUNTY, ABOUT 8.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM
 CB0343'THE JUNCTION OF U.S. HIGHWAY 67 AT BARNHART, IRION COUNTY, 52 FEET
 CB0343'WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET WEST OF A DAGGER BUSH,
 CB0343'2.3 FEET EAST OF A WIRE FENCE PARALLELING THE HIGHWAY, 12 FEET SOUTH
 CB0343'OF A DIRT FILL BETWEEN THE HIGHWAY AND THE FENCE, 2 FEET NORTH OF A
 CB0343'WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN THE
 CB0343'HIGHWAY.  A STANDARD DISK, STAMPED X 700 1942 AND SET IN THE TOP OF A
 CB0343'CONCRETE POST.
 CB0343
 CB0343                          STATION RECOVERY (1968)
 CB0343
 CB0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CB0343'RECOVERED IN GOOD CONDITION.
 CB0343
 CB0343                          STATION RECOVERY (1981)
 CB0343
 CB0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0187 ***********************************************************************
 BO0187  DESIGNATION -  X 701
 BO0187  PID         -  BO0187
 BO0187  STATE/COUNTY-  TX/CROCKETT
 BO0187  USGS QUAD   -  HUNT RANCH (1967)
 BO0187
 BO0187                         *CURRENT SURVEY CONTROL
 BO0187  ___________________________________________________________________
 BO0187* NAD 83(1986)-  30 30 47.     (N)    101 22 30.     (W)     SCALED    
 BO0187* NAVD 88     -       667.506  (meters)    2189.98   (feet)  ADJUSTED  
 BO0187  ___________________________________________________________________
 BO0187  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 BO0187  DYNAMIC HT  -         666.513 (meters)    2186.72  (feet)  COMP
 BO0187  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 BO0187
 BO0187  VERT ORDER  -  FIRST     CLASS II
 BO0187
 BO0187.The horizontal coordinates were scaled from a topographic map and have
 BO0187.an estimated accuracy of +/- 6 seconds.
 BO0187
 BO0187.The orthometric height was determined by differential leveling
 BO0187.and adjusted by the National Geodetic Survey in June 1991..
 BO0187
 BO0187.The geoid height was determined by GEOID03.
 BO0187
 BO0187.The dynamic height is computed by dividing the NAVD 88
 BO0187.geopotential number by the normal gravity value computed on the
 BO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0187.degrees latitude (g = 980.6199 gals.).
 BO0187
 BO0187.The modeled gravity was interpolated from observed gravity values.
 BO0187
 BO0187;                    North         East    Units  Estimated Accuracy
 BO0187;SPC TX C     - 3,094,300.      600,020.      MT  (+/- 180 meters Scaled)
 BO0187
 BO0187                          SUPERSEDED SURVEY CONTROL
 BO0187
 BO0187  NGVD 29 (??/??/92)  667.306  (m)         2189.32   (f) ADJ UNCH    1 2
 BO0187
 BO0187.Superseded values are not recommended for survey control.
 BO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0187.See file dsdata.txt to determine how the superseded data were derived.
 BO0187
 BO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU720780(NAD 83)
 BO0187_MARKER: DB = BENCH MARK DISK
 BO0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0187_STAMPING: X 701 1942
 BO0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0187+STABILITY: SURFACE MOTION
 BO0187
 BO0187  HISTORY     - Date     Condition        Report By
 BO0187  HISTORY     - 1942     MONUMENTED       CGS
 BO0187
 BO0187                          STATION DESCRIPTION
 BO0187
 BO0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0187'20.8 MI S FROM OZONA.
 BO0187'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0187'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0187'ABOUT 16.2 MILES SOUTH ALONG A DIRT ROAD, 24.5 FEET NORTHWEST OF THE
 BO0187'CENTER LINE OF THE DIRT ROAD, 1.5 FEET EAST OF A WIRE FENCE, 22.0 FEET
 BO0187'NORTH OF THE NORTH CORNER OF THE FENCE WHERE IT BENDS AROUND THE
 BO0187'CURVE, ABOUT 0.3 MILE SOUTH OF A ROAD WHICH LEADS TO A ONE-STORY RANCH
 BO0187'HOUSE, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0287 ***********************************************************************
 BO0287  DESIGNATION -  X 702
 BO0287  PID         -  BO0287
 BO0287  STATE/COUNTY-  TX/VAL VERDE
 BO0287  USGS QUAD   -  PANDALE (1970)
 BO0287
 BO0287                         *CURRENT SURVEY CONTROL
 BO0287  ___________________________________________________________________
 BO0287* NAD 83(1986)-  30 14 46.     (N)    101 33 27.     (W)     SCALED    
 BO0287* NAVD 88     -       528.479  (meters)    1733.85   (feet)  ADJUSTED  
 BO0287  ___________________________________________________________________
 BO0287  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BO0287  DYNAMIC HT  -         527.695 (meters)    1731.28  (feet)  COMP
 BO0287  MODELED GRAV-     979,142.4   (mgal)                       NAVD 88
 BO0287
 BO0287  VERT ORDER  -  FIRST     CLASS II
 BO0287
 BO0287.The horizontal coordinates were scaled from a topographic map and have
 BO0287.an estimated accuracy of +/- 6 seconds.
 BO0287
 BO0287.The orthometric height was determined by differential leveling
 BO0287.and adjusted by the National Geodetic Survey in June 1991..
 BO0287
 BO0287.The geoid height was determined by GEOID03.
 BO0287
 BO0287.The dynamic height is computed by dividing the NAVD 88
 BO0287.geopotential number by the normal gravity value computed on the
 BO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0287.degrees latitude (g = 980.6199 gals.).
 BO0287
 BO0287.The modeled gravity was interpolated from observed gravity values.
 BO0287
 BO0287;                    North         East    Units  Estimated Accuracy
 BO0287;SPC TXSC     - 4,270,100.      353,870.      MT  (+/- 180 meters Scaled)
 BO0287
 BO0287                          SUPERSEDED SURVEY CONTROL
 BO0287
 BO0287  NGVD 29 (??/??/92)  528.333  (m)         1733.37   (f) ADJ UNCH    1 2
 BO0287
 BO0287.Superseded values are not recommended for survey control.
 BO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0287.See file dsdata.txt to determine how the superseded data were derived.
 BO0287
 BO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU539488(NAD 83)
 BO0287_MARKER: DB = BENCH MARK DISK
 BO0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0287_STAMPING: X 702 1942
 BO0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0287+STABILITY: SURFACE MOTION
 BO0287
 BO0287  HISTORY     - Date     Condition        Report By
 BO0287  HISTORY     - 1942     MONUMENTED       CGS
 BO0287  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0287
 BO0287                          STATION DESCRIPTION
 BO0287
 BO0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0287'4.35 MI N FROM PANDALE.
 BO0287'THIS MARK IS ABOUT 4.35 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0287'SCHOOLHOUSE A PANDALE, VAL VERDE COUNTY, 21.1 FEET EAST OF THE CENTER
 BO0287'LINE OF THE DIRT ROAD, 1.5 FEET EAST OF A WIRE FENCE WHICH RUNS
 BO0287'PARALLEL WITH ROAD, 189.0 FEET NORTH FROM THE CENTER OF A WOODEN GATE,
 BO0287'ABOUT LEVEL WITH THE ROAD.
 BO0287
 BO0287                          STATION RECOVERY (1970)
 BO0287
 BO0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0300 ***********************************************************************
 AZ0300  DESIGNATION -  X 703
 AZ0300  PID         -  AZ0300
 AZ0300  STATE/COUNTY-  TX/VAL VERDE
 AZ0300  USGS QUAD   -  HARKELL CANYON (1973)
 AZ0300
 AZ0300                         *CURRENT SURVEY CONTROL
 AZ0300  ___________________________________________________________________
 AZ0300* NAD 83(1986)-  29 57 24.     (N)    101 35 57.     (W)     SCALED    
 AZ0300* NAVD 88     -       522.553  (meters)    1714.41   (feet)  ADJUSTED  
 AZ0300  ___________________________________________________________________
 AZ0300  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AZ0300  DYNAMIC HT  -         521.782 (meters)    1711.88  (feet)  COMP
 AZ0300  MODELED GRAV-     979,151.3   (mgal)                       NAVD 88
 AZ0300
 AZ0300  VERT ORDER  -  FIRST     CLASS II
 AZ0300
 AZ0300.The horizontal coordinates were scaled from a topographic map and have
 AZ0300.an estimated accuracy of +/- 6 seconds.
 AZ0300
 AZ0300.The orthometric height was determined by differential leveling
 AZ0300.and adjusted by the National Geodetic Survey in June 1991..
 AZ0300
 AZ0300.The geoid height was determined by GEOID03.
 AZ0300
 AZ0300.The dynamic height is computed by dividing the NAVD 88
 AZ0300.geopotential number by the normal gravity value computed on the
 AZ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0300.degrees latitude (g = 980.6199 gals.).
 AZ0300
 AZ0300.The modeled gravity was interpolated from observed gravity values.
 AZ0300
 AZ0300;                    North         East    Units  Estimated Accuracy
 AZ0300;SPC TXSC     - 4,238,110.      349,150.      MT  (+/- 180 meters Scaled)
 AZ0300
 AZ0300                          SUPERSEDED SURVEY CONTROL
 AZ0300
 AZ0300  NGVD 29 (??/??/92)  522.418  (m)         1713.97   (f) ADJ UNCH    1 2
 AZ0300
 AZ0300.Superseded values are not recommended for survey control.
 AZ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0300.See file dsdata.txt to determine how the superseded data were derived.
 AZ0300
 AZ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU491168(NAD 83)
 AZ0300_MARKER: DB = BENCH MARK DISK
 AZ0300_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0300_SP_SET: OUTCROP
 AZ0300_STAMPING: X 703 1942
 AZ0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0300+STABILITY: POSITION/ELEVATION WELL
 AZ0300
 AZ0300  HISTORY     - Date     Condition        Report By
 AZ0300  HISTORY     - 1942     MONUMENTED       CGS
 AZ0300  HISTORY     - 1973     GOOD             USGS
 AZ0300  HISTORY     - 20010607 GOOD             USPSQD
 AZ0300
 AZ0300                          STATION DESCRIPTION
 AZ0300
 AZ0300'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0300'11.8 MI N FROM LANGTRY.
 AZ0300'ABOUT 11.7 MI. NORTH ALONG A DIRT ROAD TO PANDALE FROM THE SOUTHERN
 AZ0300'PACIFIC CO. RAILROAD STATION AT LANGTRY, 0.1 MI. WEST ALONG A RANCH
 AZ0300'ROAD TO A CATTLEGUARD, ABOUT 200 FEET SOUTH ALONG A FENCE FROM THE
 AZ0300'CATTLEGUARD, 26 FEET WEST OF THE FENCE, 32 FEET NORTH OF A CEDAR TREE,
 AZ0300'IN A ROCK OUTCROP, SURROUNDED BY A CIRCLE OF ROCKS, AND ABOUT 2.5 FEET
 AZ0300'HIGHER THAN THE OLD ROAD.  A STANDARD DISK STAMPED X 703 1942.
 AZ0300
 AZ0300                          STATION RECOVERY (2001)
 AZ0300
 AZ0300'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0499 ***********************************************************************
 CD0499  DESIGNATION -  X 704
 CD0499  PID         -  CD0499
 CD0499  STATE/COUNTY-  TX/HUDSPETH
 CD0499  USGS QUAD   -  PIERCE RANCH (1979)
 CD0499
 CD0499                         *CURRENT SURVEY CONTROL
 CD0499  ___________________________________________________________________
 CD0499* NAD 83(1986)-  31 17 55.     (N)    105 19 59.     (W)     SCALED    
 CD0499* NAVD 88     -      1432.530  (meters)    4699.89   (feet)  ADJUSTED  
 CD0499  ___________________________________________________________________
 CD0499  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 CD0499  DYNAMIC HT  -        1430.255 (meters)    4692.43  (feet)  COMP
 CD0499  MODELED GRAV-     979,002.0   (mgal)                       NAVD 88
 CD0499
 CD0499  VERT ORDER  -  FIRST     CLASS II
 CD0499
 CD0499.The horizontal coordinates were scaled from a topographic map and have
 CD0499.an estimated accuracy of +/- 6 seconds.
 CD0499
 CD0499.The orthometric height was determined by differential leveling
 CD0499.and adjusted by the National Geodetic Survey in June 1991..
 CD0499
 CD0499.The geoid height was determined by GEOID03.
 CD0499
 CD0499.The dynamic height is computed by dividing the NAVD 88
 CD0499.geopotential number by the normal gravity value computed on the
 CD0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0499.degrees latitude (g = 980.6199 gals.).
 CD0499
 CD0499.The modeled gravity was interpolated from observed gravity values.
 CD0499
 CD0499;                    North         East    Units  Estimated Accuracy
 CD0499;SPC TX C     - 3,191,600.      224,210.      MT  (+/- 180 meters Scaled)
 CD0499
 CD0499                          SUPERSEDED SURVEY CONTROL
 CD0499
 CD0499  NGVD 29 (??/??/92) 1431.930  (m)         4697.92   (f) ADJ UNCH    1 2
 CD0499
 CD0499.Superseded values are not recommended for survey control.
 CD0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0499.See file dsdata.txt to determine how the superseded data were derived.
 CD0499
 CD0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ683627(NAD 83)
 CD0499_MARKER: DB = BENCH MARK DISK
 CD0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0499_STAMPING: X 704 1942
 CD0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0499+STABILITY: SURFACE MOTION
 CD0499
 CD0499  HISTORY     - Date     Condition        Report By
 CD0499  HISTORY     - 1942     MONUMENTED       CGS
 CD0499  HISTORY     - 1958     GOOD             NGS
 CD0499
 CD0499                          STATION DESCRIPTION
 CD0499
 CD0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0499'9.8 MI N FROM SIERRA BLANCA.
 CD0499'ABOUT 9.8 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0499'RAILROAD STATION AT SIERRA BLANCA, 50 FEET EAST OF THE CENTER LINE OF
 CD0499'THE ROAD, ABOUT 0.5 MILE NORTH OF A CURVE, ABOUT 0.45 MILE SOUTH OF
 CD0499'THE CREST OF A HILL, 6 INCHES WEST OF A FENCE, 2 FEET NORTH OF A WHITE
 CD0499'WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 CD0499'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0449 ***********************************************************************
 CD0449  DESIGNATION -  X 705
 CD0449  PID         -  CD0449
 CD0449  STATE/COUNTY-  TX/HUDSPETH
 CD0449  USGS QUAD   -  HUECO STATION (1984)
 CD0449
 CD0449                         *CURRENT SURVEY CONTROL
 CD0449  ___________________________________________________________________
 CD0449* NAD 83(1986)-  31 39 07.     (N)    105 22 11.     (W)     SCALED    
 CD0449* NAVD 88     -      1298.251  (meters)    4259.35   (feet)  ADJUSTED  
 CD0449  ___________________________________________________________________
 CD0449  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CD0449  DYNAMIC HT  -        1296.273 (meters)    4252.86  (feet)  COMP
 CD0449  MODELED GRAV-     979,070.7   (mgal)                       NAVD 88
 CD0449
 CD0449  VERT ORDER  -  FIRST     CLASS II
 CD0449
 CD0449.The horizontal coordinates were scaled from a topographic map and have
 CD0449.an estimated accuracy of +/- 6 seconds.
 CD0449
 CD0449.The orthometric height was determined by differential leveling
 CD0449.and adjusted by the National Geodetic Survey in June 1991..
 CD0449
 CD0449.The geoid height was determined by GEOID03.
 CD0449
 CD0449.The dynamic height is computed by dividing the NAVD 88
 CD0449.geopotential number by the normal gravity value computed on the
 CD0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0449.degrees latitude (g = 980.6199 gals.).
 CD0449
 CD0449.The modeled gravity was interpolated from observed gravity values.
 CD0449
 CD0449;                    North         East    Units  Estimated Accuracy
 CD0449;SPC TX C     - 3,230,900.      222,500.      MT  (+/- 180 meters Scaled)
 CD0449
 CD0449                          SUPERSEDED SURVEY CONTROL
 CD0449
 CD0449  NGVD 29 (??/??/92) 1297.692  (m)         4257.51   (f) ADJ UNCH    1 2
 CD0449
 CD0449.Superseded values are not recommended for survey control.
 CD0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0449.See file dsdata.txt to determine how the superseded data were derived.
 CD0449
 CD0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR649019(NAD 83)
 CD0449_MARKER: DB = BENCH MARK DISK
 CD0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0449_STAMPING: X 705 1942
 CD0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0449+STABILITY: SURFACE MOTION
 CD0449
 CD0449  HISTORY     - Date     Condition        Report By
 CD0449  HISTORY     - 1942     MONUMENTED       CGS
 CD0449  HISTORY     - 1958     GOOD             NGS
 CD0449
 CD0449                          STATION DESCRIPTION
 CD0449
 CD0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0449'34.95 MI N FROM SIERRA BLANCA.
 CD0449'ABOUT 34.95 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0449'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 135 FEET WEST OF THE CENTER
 CD0449'LINE OF THE ROAD, 18 FEET WEST OF THE CENTER LINE OF THE OLD ROAD, 126
 CD0449'FEET SOUTH OF A POWER POLE, 81 FEET WEST OF A FENCE, ABOUT 0.1 MILE
 CD0449'NORTH OF THE BOTTOM OF A DRAW BETWEEN 2 HILLS, 2 FEET SOUTH OF A WHITE
 CD0449'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A
 CD0449'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0395 ***********************************************************************
 BP0395  DESIGNATION -  X 706
 BP0395  PID         -  BP0395
 BP0395  STATE/COUNTY-  TX/BREWSTER
 BP0395  USGS QUAD   -  MOUNT ORD (1983)
 BP0395
 BP0395                         *CURRENT SURVEY CONTROL
 BP0395  ___________________________________________________________________
 BP0395* NAD 83(1986)-  30 11 21.     (N)    103 34 48.     (W)     SCALED    
 BP0395* NAVD 88     -      1516.998  (meters)    4977.02   (feet)  ADJUSTED  
 BP0395  ___________________________________________________________________
 BP0395  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 BP0395  DYNAMIC HT  -        1514.464 (meters)    4968.70  (feet)  COMP
 BP0395  MODELED GRAV-     978,917.1   (mgal)                       NAVD 88
 BP0395
 BP0395  VERT ORDER  -  SECOND    CLASS 0
 BP0395
 BP0395.The horizontal coordinates were scaled from a topographic map and have
 BP0395.an estimated accuracy of +/- 6 seconds.
 BP0395
 BP0395.The orthometric height was determined by differential leveling
 BP0395.and adjusted by the National Geodetic Survey in June 1991..
 BP0395
 BP0395.The geoid height was determined by GEOID03.
 BP0395
 BP0395.The dynamic height is computed by dividing the NAVD 88
 BP0395.geopotential number by the normal gravity value computed on the
 BP0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0395.degrees latitude (g = 980.6199 gals.).
 BP0395
 BP0395.The modeled gravity was interpolated from observed gravity values.
 BP0395
 BP0395;                    North         East    Units  Estimated Accuracy
 BP0395;SPC TXSC     - 4,269,730.      159,060.      MT  (+/- 180 meters Scaled)
 BP0395
 BP0395                          SUPERSEDED SURVEY CONTROL
 BP0395
 BP0395  NGVD 29 (??/??/92) 1516.467  (m)         4975.28   (f) ADJ UNCH    2 0
 BP0395
 BP0395.Superseded values are not recommended for survey control.
 BP0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0395.See file dsdata.txt to determine how the superseded data were derived.
 BP0395
 BP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP367405(NAD 83)
 BP0395_MARKER: DB = BENCH MARK DISK
 BP0395_SETTING: 66 = SET IN ROCK OUTCROP
 BP0395_SP_SET: ROCK OUTCROP
 BP0395_STAMPING: X 706 1943
 BP0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0395+STABILITY: POSITION/ELEVATION WELL
 BP0395
 BP0395  HISTORY     - Date     Condition        Report By
 BP0395  HISTORY     - 1943     MONUMENTED       CGS
 BP0395  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0395  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0395
 BP0395                          STATION DESCRIPTION
 BP0395
 BP0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BP0395'15.95 MI S FROM ALPINE.
 BP0395'THIS MARK IS ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE
 BP0395'RAILROAD STATION AT ALPINE, BREWSTER COUNTY, AND ABOUT 15.25 MILES
 BP0395'SOUTH ALONG A DIRT ROAD, 43 FEET EAST OF THE CENTER LINE OF THE DIRT
 BP0395'ROAD, 28.9 FEET WEST OF A WIRE FENCE WHICH RUNS NORTH AND SOUTH, 85.5
 BP0395'FEET SOUTHEAST AND ACROSS THE ROAD FROM A TELEPHONE POLE, SET IN THE
 BP0395'TOP OF A VOLCANIC ROCK OUTCROP AND SURROUNDED BY A CIRCLE OF ROCKS,
 BP0395'ABOUT 1 FOOT LOWER THAN THE ROAD.
 BP0395
 BP0395                          STATION RECOVERY (1958)
 BP0395
 BP0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0395'MARK NOT FOUND.
 BP0395
 BP0395                          STATION RECOVERY (1996)
 BP0395
 BP0395'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0285 ***********************************************************************
 BA0285  DESIGNATION -  X 707
 BA0285  PID         -  BA0285
 BA0285  STATE/COUNTY-  TX/BREWSTER
 BA0285  USGS QUAD   -  BUCK HILL (1983)
 BA0285
 BA0285                         *CURRENT SURVEY CONTROL
 BA0285  ___________________________________________________________________
 BA0285* NAD 83(1986)-  29 51 31.     (N)    103 34 53.     (W)     SCALED    
 BA0285* NAVD 88     -      1157.924  (meters)    3798.96   (feet)  ADJUSTED  
 BA0285  ___________________________________________________________________
 BA0285  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 BA0285  DYNAMIC HT  -        1156.023 (meters)    3792.72  (feet)  COMP
 BA0285  MODELED GRAV-     978,960.9   (mgal)                       NAVD 88
 BA0285
 BA0285  VERT ORDER  -  SECOND    CLASS 0
 BA0285
 BA0285.The horizontal coordinates were scaled from a topographic map and have
 BA0285.an estimated accuracy of +/- 6 seconds.
 BA0285
 BA0285.The orthometric height was determined by differential leveling
 BA0285.and adjusted by the National Geodetic Survey in June 1991..
 BA0285
 BA0285.The geoid height was determined by GEOID03.
 BA0285
 BA0285.The dynamic height is computed by dividing the NAVD 88
 BA0285.geopotential number by the normal gravity value computed on the
 BA0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0285.degrees latitude (g = 980.6199 gals.).
 BA0285
 BA0285.The modeled gravity was interpolated from observed gravity values.
 BA0285
 BA0285;                    North         East    Units  Estimated Accuracy
 BA0285;SPC TXSC     - 4,233,130.      157,490.      MT  (+/- 180 meters Scaled)
 BA0285
 BA0285                          SUPERSEDED SURVEY CONTROL
 BA0285
 BA0285  NGVD 29 (??/??/92) 1157.450  (m)         3797.40   (f) ADJ UNCH    2 0
 BA0285
 BA0285.Superseded values are not recommended for survey control.
 BA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0285.See file dsdata.txt to determine how the superseded data were derived.
 BA0285
 BA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP370039(NAD 83)
 BA0285_MARKER: DB = BENCH MARK DISK
 BA0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0285_STAMPING: X 707 1973
 BA0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0285+STABILITY: SURFACE MOTION
 BA0285
 BA0285  HISTORY     - Date     Condition        Report By
 BA0285  HISTORY     - 1943     MONUMENTED       CGS
 BA0285  HISTORY     - 1958     GOOD             NGS
 BA0285
 BA0285                          STATION DESCRIPTION
 BA0285
 BA0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0285'39.75 MI S FROM ALPINE.
 BA0285'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0285'STATION AT ALPINE, THENCE ABOUT 38.95 MILES SOUTH ALONG STATE HIGHWAY
 BA0285'118 TO AN IRON GATE ON THE WEST SIDE OF THE HIGHWAY, THENCE ABOUT 0.4
 BA0285'MILE NORTHWEST ALONG THE OLD HIGHWAY GRADE.  29 FEET SOUTHWEST OF THE
 BA0285'CENTER LINE OF THE OLD HIGHWAY, 29 FEET EAST-SOUTHEAST OF A 6-INCH
 BA0285'MESQUITE TREE, THE LARGER OF TWO LONE TREES, 1 FOOT WEST OF A WHITE
 BA0285'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BA0285'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0318 ***********************************************************************
 BP0318  DESIGNATION -  X 709
 BP0318  PID         -  BP0318
 BP0318  STATE/COUNTY-  TX/BREWSTER
 BP0318  USGS QUAD   -  SIMPSON SPRINGS MOUNTAIN (1983)
 BP0318
 BP0318                         *CURRENT SURVEY CONTROL
 BP0318  ___________________________________________________________________
 BP0318* NAD 83(1986)-  30 04 44.     (N)    103 16 07.     (W)     SCALED    
 BP0318* NAVD 88     -      1175.445  (meters)    3856.44   (feet)  ADJUSTED  
 BP0318  ___________________________________________________________________
 BP0318  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 BP0318  DYNAMIC HT  -        1173.534 (meters)    3850.17  (feet)  COMP
 BP0318  MODELED GRAV-     978,976.2   (mgal)                       NAVD 88
 BP0318
 BP0318  VERT ORDER  -  SECOND    CLASS 0
 BP0318
 BP0318.The horizontal coordinates were scaled from a topographic map and have
 BP0318.an estimated accuracy of +/- 6 seconds.
 BP0318
 BP0318.The orthometric height was determined by differential leveling
 BP0318.and adjusted by the National Geodetic Survey in June 1991..
 BP0318
 BP0318.The geoid height was determined by GEOID03.
 BP0318
 BP0318.The dynamic height is computed by dividing the NAVD 88
 BP0318.geopotential number by the normal gravity value computed on the
 BP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0318.degrees latitude (g = 980.6199 gals.).
 BP0318
 BP0318.The modeled gravity was interpolated from observed gravity values.
 BP0318
 BP0318;                    North         East    Units  Estimated Accuracy
 BP0318;SPC TXSC     - 4,256,380.      188,580.      MT  (+/- 180 meters Scaled)
 BP0318
 BP0318                          SUPERSEDED SURVEY CONTROL
 BP0318
 BP0318  NGVD 29 (??/??/92) 1175.040  (m)         3855.11   (f) ADJ UNCH    2 0
 BP0318
 BP0318.Superseded values are not recommended for survey control.
 BP0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0318.See file dsdata.txt to determine how the superseded data were derived.
 BP0318
 BP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP668287(NAD 83)
 BP0318_MARKER: DB = BENCH MARK DISK
 BP0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0318_STAMPING: X 709 1943
 BP0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0318+STABILITY: SURFACE MOTION
 BP0318
 BP0318  HISTORY     - Date     Condition        Report By
 BP0318  HISTORY     - 1943     MONUMENTED       CGS
 BP0318  HISTORY     - 1966     GOOD             NGS
 BP0318  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0318
 BP0318                          STATION DESCRIPTION
 BP0318
 BP0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0318'9.30 MI S FROM MARATHON.
 BP0318'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0318'THE STATION AT MARATHON, THENCE 8.85 MILES SOUTH ALONG U. S. HIGHWAY
 BP0318'385, THENCE 0.15 MILES SOUTH-SOUTHEAST ALONG THE OLD ROAD GRADE, 51
 BP0318'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE OLD ROAD GRADE, 0.15
 BP0318'MILES SOUTHEAST OF A WINDMILL ON THE WEST SIDE OF U. S. HIGHWAY 385,
 BP0318'106 FEET EAST-NORTHEAST OF A FENCE ON THE WEST-SOUTHWEST SIDE OF THE
 BP0318'OLD ROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 BP0318'OF A CONCRETE POST PROJECTING 7 INCHES.
 BP0318
 BP0318                          STATION RECOVERY (2001)
 BP0318
 BP0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0318'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0269 ***********************************************************************
 DP0269  DESIGNATION -  X 71
 DP0269  PID         -  DP0269
 DP0269  STATE/COUNTY-  TX/GARZA
 DP0269  USGS QUAD   -  POST EAST (1969)
 DP0269
 DP0269                         *CURRENT SURVEY CONTROL
 DP0269  ___________________________________________________________________
 DP0269* NAD 83(1986)-  33 07 38.     (N)    101 17 42.     (W)     SCALED    
 DP0269* NAVD 88     -       751.641  (meters)    2466.01   (feet)  ADJUSTED  
 DP0269  ___________________________________________________________________
 DP0269  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 DP0269  DYNAMIC HT  -         750.689 (meters)    2462.89  (feet)  COMP
 DP0269  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 DP0269
 DP0269  VERT ORDER  -  FIRST     CLASS II
 DP0269
 DP0269.The horizontal coordinates were scaled from a topographic map and have
 DP0269.an estimated accuracy of +/- 6 seconds.
 DP0269
 DP0269.The orthometric height was determined by differential leveling
 DP0269.and adjusted by the National Geodetic Survey in June 1991..
 DP0269.WARNING-Repeat measurements at this control monument indicate possible
 DP0269.vertical movement.
 DP0269
 DP0269.The geoid height was determined by GEOID03.
 DP0269
 DP0269.The dynamic height is computed by dividing the NAVD 88
 DP0269.geopotential number by the normal gravity value computed on the
 DP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0269.degrees latitude (g = 980.6199 gals.).
 DP0269
 DP0269.The modeled gravity was interpolated from observed gravity values.
 DP0269
 DP0269;                    North         East    Units  Estimated Accuracy
 DP0269;SPC TXNC     - 2,165,430.      339,240.      MT  (+/- 180 meters Scaled)
 DP0269
 DP0269                          SUPERSEDED SURVEY CONTROL
 DP0269
 DP0269  NGVD 29 (??/??/92)  751.320  (m)         2464.96   (f) ADJ UNCH    1 2
 DP0269
 DP0269.Superseded values are not recommended for survey control.
 DP0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0269.See file dsdata.txt to determine how the superseded data were derived.
 DP0269
 DP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB858677(NAD 83)
 DP0269_MARKER: DB = BENCH MARK DISK
 DP0269_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP0269_SP_SET: HEADWALL
 DP0269_STAMPING: X 71 1931 2464.956
 DP0269_MARK LOGO: CGS   
 DP0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0269+STABILITY: SURFACE MOTION
 DP0269
 DP0269  HISTORY     - Date     Condition        Report By
 DP0269  HISTORY     - 1931     MONUMENTED       CGS
 DP0269  HISTORY     - 1963     POOR             NGS
 DP0269  HISTORY     - 1982     GOOD             NGS
 DP0269  HISTORY     - 19890810 GOOD             NGS
 DP0269
 DP0269                          STATION DESCRIPTION
 DP0269
 DP0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0269'6.7 MI S FROM POST.
 DP0269'6.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM POST,
 DP0269'GARZA COUNTY, 1/2 MILE SOUTH OF AUGUSTUS, 1/4 MILE NORTH OF MILEPOST
 DP0269'721, IN THE NORTH END OF CULVERT 720B, ON THE WEST SIDE OF THE TRACK.
 DP0269
 DP0269                          STATION RECOVERY (1982)
 DP0269
 DP0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0269'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  11.0 KM (6.85
 DP0269'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S.
 DP0269'HIGHWAY 380 (MAIN STREET) IN POST, IN TOP OF AND 0.3 METER (1.0 FT)
 DP0269'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE
 DP0269'CULVERT UNDER THE SANTA FE RAILROAD, 38.1 METERS (125.0 FT) SOUTHWEST
 DP0269'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 4.6
 DP0269'METERS (15.1 FT) SOUTHWEST OF THE NEAR RAIL.
 DP0269'THE MARK IS 1.2 M BELOW THE TRACKS.
 DP0269
 DP0269                          STATION RECOVERY (1989)
 DP0269
 DP0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0269'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--230.0
 DP0269'M (754.6 M) NORTHWEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0331 ***********************************************************************
 CB0331  DESIGNATION -  X 710
 CB0331  PID         -  CB0331
 CB0331  STATE/COUNTY-  TX/GLASSCOCK
 CB0331  USGS QUAD   -  GARDEN CITY (1963)
 CB0331
 CB0331                         *CURRENT SURVEY CONTROL
 CB0331  ___________________________________________________________________
 CB0331* NAD 83(1986)-  31 51 06.     (N)    101 24 07.     (W)     SCALED    
 CB0331* NAVD 88     -       782.227  (meters)    2566.36   (feet)  ADJUSTED  
 CB0331  ___________________________________________________________________
 CB0331  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CB0331  DYNAMIC HT  -         781.142 (meters)    2562.80  (feet)  COMP
 CB0331  MODELED GRAV-     979,226.2   (mgal)                       NAVD 88
 CB0331
 CB0331  VERT ORDER  -  SECOND    CLASS 0
 CB0331
 CB0331.The horizontal coordinates were scaled from a topographic map and have
 CB0331.an estimated accuracy of +/- 6 seconds.
 CB0331
 CB0331.The orthometric height was determined by differential leveling
 CB0331.and adjusted by the National Geodetic Survey in June 1991..
 CB0331
 CB0331.The geoid height was determined by GEOID03.
 CB0331
 CB0331.The dynamic height is computed by dividing the NAVD 88
 CB0331.geopotential number by the normal gravity value computed on the
 CB0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0331.degrees latitude (g = 980.6199 gals.).
 CB0331
 CB0331.The modeled gravity was interpolated from observed gravity values.
 CB0331
 CB0331;                    North         East    Units  Estimated Accuracy
 CB0331;SPC TX C     - 3,242,720.      598,860.      MT  (+/- 180 meters Scaled)
 CB0331
 CB0331                          SUPERSEDED SURVEY CONTROL
 CB0331
 CB0331  NGVD 29 (??/??/92)  781.954  (m)         2565.46   (f) ADJ UNCH    2 0
 CB0331
 CB0331.Superseded values are not recommended for survey control.
 CB0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0331.See file dsdata.txt to determine how the superseded data were derived.
 CB0331
 CB0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA727265(NAD 83)
 CB0331_MARKER: DB = BENCH MARK DISK
 CB0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0331_STAMPING: W 710 1942
 CB0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0331+STABILITY: SURFACE MOTION
 CB0331
 CB0331  HISTORY     - Date     Condition        Report By
 CB0331  HISTORY     - 1942     MONUMENTED       CGS
 CB0331  HISTORY     - 1973     GOOD             TXHD
 CB0331
 CB0331                          STATION DESCRIPTION
 CB0331
 CB0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0331'5.0 MI E FROM GARDEN CITY.
 CB0331'5.0 MILES EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0331'GARDEN CITY, GLASSCOCK COUNTY, 0.5 MILE EAST OF THE JUNCTION OF A FARM
 CB0331'LEADING NORTHEAST FROM THE HIGHWAY, 58.5 FEET SOUTH OF THE CENTERLINE
 CB0331'OF THE HIGHWAY, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, LEVEL
 CB0331'WITH THE HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CB0331'INCHES ABOVE GROUND.
 CB0331
 CB0331                          STATION RECOVERY (1973)
 CB0331
 CB0331'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0294 ***********************************************************************
 CB0294  DESIGNATION -  X 712
 CB0294  PID         -  CB0294
 CB0294  STATE/COUNTY-  TX/GLASSCOCK
 CB0294  USGS QUAD   -  GARDEN CITY (1963)
 CB0294
 CB0294                         *CURRENT SURVEY CONTROL
 CB0294  ___________________________________________________________________
 CB0294* NAD 83(1986)-  31 50 12.     (N)    101 28 50.     (W)     SCALED    
 CB0294* NAVD 88     -       801.288  (meters)    2628.89   (feet)  ADJUSTED  
 CB0294  ___________________________________________________________________
 CB0294  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CB0294  DYNAMIC HT  -         800.176 (meters)    2625.24  (feet)  COMP
 CB0294  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 CB0294
 CB0294  VERT ORDER  -  SECOND    CLASS 0
 CB0294
 CB0294.The horizontal coordinates were scaled from a topographic map and have
 CB0294.an estimated accuracy of +/- 6 seconds.
 CB0294
 CB0294.The orthometric height was determined by differential leveling
 CB0294.and adjusted by the National Geodetic Survey in June 1991..
 CB0294
 CB0294.The geoid height was determined by GEOID03.
 CB0294
 CB0294.The dynamic height is computed by dividing the NAVD 88
 CB0294.geopotential number by the normal gravity value computed on the
 CB0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0294.degrees latitude (g = 980.6199 gals.).
 CB0294
 CB0294.The modeled gravity was interpolated from observed gravity values.
 CB0294
 CB0294;                    North         East    Units  Estimated Accuracy
 CB0294;SPC TX C     - 3,241,130.      591,410.      MT  (+/- 180 meters Scaled)
 CB0294
 CB0294                          SUPERSEDED SURVEY CONTROL
 CB0294
 CB0294  NGVD 29 (??/??/92)  801.009  (m)         2627.98   (f) ADJ UNCH    2 0
 CB0294
 CB0294.Superseded values are not recommended for survey control.
 CB0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0294.See file dsdata.txt to determine how the superseded data were derived.
 CB0294
 CB0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA652250(NAD 83)
 CB0294_MARKER: DB = BENCH MARK DISK
 CB0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0294_STAMPING: X 712 1942
 CB0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0294+STABILITY: SURFACE MOTION
 CB0294
 CB0294  HISTORY     - Date     Condition        Report By
 CB0294  HISTORY     - 1942     MONUMENTED       CGS
 CB0294
 CB0294                          STATION DESCRIPTION
 CB0294
 CB0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0294'2.4 MI S FROM GARDEN CITY.
 CB0294'2.4 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE- GARDEN CITY ROAD
 CB0294'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, ON THE NORTH
 CB0294'SLOPE OF A HILL, JUST SOUTH OF A WOODEN GATE PAINTED J.M.
 CB0294'COOK-STILES-GARDEN CITY, ON THE EAST SIDE OF THE ROAD, 46.5 FEET SOUTH
 CB0294'OF THE CENTERLINE OF THE ROAD LEADING THROUGH THE GATE, 32 FEET EAST
 CB0294'OF THE CENTERLINE OF THE MAIN ROAD, 1-1/2 FEET SOUTH OF A WHITE WOODEN
 CB0294'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 CB0294'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0435 ***********************************************************************
 CB0435  DESIGNATION -  X 713
 CB0435  PID         -  CB0435
 CB0435  STATE/COUNTY-  TX/REAGAN
 CB0435  USGS QUAD   -  STILES (1970)
 CB0435
 CB0435                         *CURRENT SURVEY CONTROL
 CB0435  ___________________________________________________________________
 CB0435* NAD 83(1986)-  31 27 05.     (N)    101 33 15.     (W)     SCALED    
 CB0435* NAVD 88     -       804.562  (meters)    2639.63   (feet)  ADJUSTED  
 CB0435  ___________________________________________________________________
 CB0435  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0435  DYNAMIC HT  -         803.423 (meters)    2635.90  (feet)  COMP
 CB0435  MODELED GRAV-     979,196.7   (mgal)                       NAVD 88
 CB0435
 CB0435  VERT ORDER  -  SECOND    CLASS 0
 CB0435
 CB0435.The horizontal coordinates were scaled from a topographic map and have
 CB0435.an estimated accuracy of +/- 6 seconds.
 CB0435
 CB0435.The orthometric height was determined by differential leveling
 CB0435.and adjusted by the National Geodetic Survey in June 1991..
 CB0435
 CB0435.The geoid height was determined by GEOID03.
 CB0435
 CB0435.The dynamic height is computed by dividing the NAVD 88
 CB0435.geopotential number by the normal gravity value computed on the
 CB0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0435.degrees latitude (g = 980.6199 gals.).
 CB0435
 CB0435.The modeled gravity was interpolated from observed gravity values.
 CB0435
 CB0435;                    North         East    Units  Estimated Accuracy
 CB0435;SPC TX C     - 3,198,490.      583,970.      MT  (+/- 180 meters Scaled)
 CB0435
 CB0435                          SUPERSEDED SURVEY CONTROL
 CB0435
 CB0435  NGVD 29 (??/??/92)  804.251  (m)         2638.61   (f) ADJ UNCH    2 0
 CB0435
 CB0435.Superseded values are not recommended for survey control.
 CB0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0435.See file dsdata.txt to determine how the superseded data were derived.
 CB0435
 CB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV572824(NAD 83)
 CB0435_MARKER: DB = BENCH MARK DISK
 CB0435_SETTING: 66 = SET IN ROCK OUTCROP
 CB0435_SP_SET: FLAT ROCK
 CB0435_STAMPING: X-713 1942
 CB0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0435+STABILITY: POSITION/ELEVATION WELL
 CB0435
 CB0435  HISTORY     - Date     Condition        Report By
 CB0435  HISTORY     - 1942     MONUMENTED       CGS
 CB0435  HISTORY     - 1970     GOOD             USGS
 CB0435
 CB0435                          STATION DESCRIPTION
 CB0435
 CB0435'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0435'5.0 MI N FROM STILES.
 CB0435'2.3 MILES NORTHWEST ALONG STATE HWY. 137, FROM OLD COUNTY COURTHOUSE
 CB0435'AT STILES, REAGAN COUNTY, THEN 2.0 MILES EAST ALONG COUNTY ROAD
 CB0435'(DIRT), THENCE 0.6 MILE NORTH ALONG COUNTY ROAD.  0.1 MILE NORTH OF
 CB0435'DRAIN, ON SOUTH SLOPE OF HILL, 80 FEET WEST OF CENTERLINE OF ROAD OF
 CB0435'DRAIN, ON SOUTH SLOPE OF HILL, 80 FEET WEST OF CENTERLINE OF ROAD AND
 CB0435'FLUSH IN TOP OF A LARGE FLAT ROCK.  A STANDARD DISK STAMPED X-713
 CB0435'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0254 ***********************************************************************
 CD0254  DESIGNATION -  X 714
 CD0254  PID         -  CD0254
 CD0254  STATE/COUNTY-  TX/CULBERSON
 CD0254  USGS QUAD   -  FIGURE TWO RANCH (1973)
 CD0254
 CD0254                         *CURRENT SURVEY CONTROL
 CD0254  ___________________________________________________________________
 CD0254* NAD 83(1986)-  31 27 44.     (N)    104 49 10.     (W)     SCALED    
 CD0254* NAVD 88     -      1101.903  (meters)    3615.16   (feet)  ADJUSTED  
 CD0254  ___________________________________________________________________
 CD0254  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CD0254  DYNAMIC HT  -        1100.211 (meters)    3609.61  (feet)  COMP
 CD0254  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 CD0254
 CD0254  VERT ORDER  -  SECOND    CLASS 0
 CD0254
 CD0254.The horizontal coordinates were scaled from a topographic map and have
 CD0254.an estimated accuracy of +/- 6 seconds.
 CD0254
 CD0254.The orthometric height was determined by differential leveling
 CD0254.and adjusted by the National Geodetic Survey in June 1991..
 CD0254
 CD0254.The geoid height was determined by GEOID03.
 CD0254
 CD0254.The dynamic height is computed by dividing the NAVD 88
 CD0254.geopotential number by the normal gravity value computed on the
 CD0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0254.degrees latitude (g = 980.6199 gals.).
 CD0254
 CD0254.The modeled gravity was interpolated from observed gravity values.
 CD0254
 CD0254;                    North         East    Units  Estimated Accuracy
 CD0254;SPC TX C     - 3,207,640.      273,790.      MT  (+/- 180 meters Scaled)
 CD0254
 CD0254                          SUPERSEDED SURVEY CONTROL
 CD0254
 CD0254  NGVD 29 (??/??/92) 1101.420  (m)         3613.58   (f) ADJ UNCH    2 0
 CD0254
 CD0254.Superseded values are not recommended for survey control.
 CD0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0254.See file dsdata.txt to determine how the superseded data were derived.
 CD0254
 CD0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ171808(NAD 83)
 CD0254_MARKER: DB = BENCH MARK DISK
 CD0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0254_STAMPING: X 714 1942
 CD0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0254+STABILITY: SURFACE MOTION
 CD0254
 CD0254  HISTORY     - Date     Condition        Report By
 CD0254  HISTORY     - 1942     MONUMENTED       CGS
 CD0254  HISTORY     - 1958     GOOD             NGS
 CD0254
 CD0254                          STATION DESCRIPTION
 CD0254
 CD0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0254'32.7 MI N FROM VAN HORN.
 CD0254'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0254'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0254'HIGHWAY 54, THENCE ABOUT 1.3 MILES EAST ALONG A DIRT ROAD.  74 FEET
 CD0254'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE WEST OF THE
 CD0254'NORTHWEST END OF A CURVE, AT THE CREST OF A SMALL RISE, 2 FEET WEST OF
 CD0254'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 CD0254'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0278 ***********************************************************************
 CD0278  DESIGNATION -  X 715
 CD0278  PID         -  CD0278
 CD0278  STATE/COUNTY-  TX/CULBERSON
 CD0278  USGS QUAD   -  SEVEN HEART GAP (1972)
 CD0278
 CD0278                         *CURRENT SURVEY CONTROL
 CD0278  ___________________________________________________________________
 CD0278* NAD 83(1986)-  31 20 21.     (N)    104 31 35.     (W)     SCALED    
 CD0278* NAVD 88     -      1389.021  (meters)    4557.15   (feet)  ADJUSTED  
 CD0278  ___________________________________________________________________
 CD0278  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 CD0278  DYNAMIC HT  -        1386.869 (meters)    4550.09  (feet)  COMP
 CD0278  MODELED GRAV-     979,042.3   (mgal)                       NAVD 88
 CD0278
 CD0278  VERT ORDER  -  SECOND    CLASS 0
 CD0278
 CD0278.The horizontal coordinates were scaled from a topographic map and have
 CD0278.an estimated accuracy of +/- 6 seconds.
 CD0278
 CD0278.The orthometric height was determined by differential leveling
 CD0278.and adjusted by the National Geodetic Survey in June 1991..
 CD0278
 CD0278.The geoid height was determined by GEOID03.
 CD0278
 CD0278.The dynamic height is computed by dividing the NAVD 88
 CD0278.geopotential number by the normal gravity value computed on the
 CD0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0278.degrees latitude (g = 980.6199 gals.).
 CD0278
 CD0278.The modeled gravity was interpolated from observed gravity values.
 CD0278
 CD0278;                    North         East    Units  Estimated Accuracy
 CD0278;SPC TX C     - 3,192,930.      301,100.      MT  (+/- 180 meters Scaled)
 CD0278
 CD0278                          SUPERSEDED SURVEY CONTROL
 CD0278
 CD0278  NGVD 29 (??/??/92) 1388.512  (m)         4555.48   (f) ADJ UNCH    2 0
 CD0278
 CD0278.Superseded values are not recommended for survey control.
 CD0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0278.See file dsdata.txt to determine how the superseded data were derived.
 CD0278
 CD0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ450672(NAD 83)
 CD0278_MARKER: DB = BENCH MARK DISK
 CD0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0278_STAMPING: X 715 1942
 CD0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0278+STABILITY: SURFACE MOTION
 CD0278
 CD0278  HISTORY     - Date     Condition        Report By
 CD0278  HISTORY     - 1942     MONUMENTED       CGS
 CD0278  HISTORY     - 1958     GOOD             NGS
 CD0278
 CD0278                          STATION DESCRIPTION
 CD0278
 CD0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0278'1.6 MI E FROM STANTON RANCH HOUSE.
 CD0278'ABOUT 1.6 MILE EAST ALONG A GRADED DIRT ROAD FROM MRS. ETHEL STANTON
 CD0278'RANCH HOUSE (FORMERLY CALVIN JONES RANCH), 21 FEET SOUTH OF THE CENTER
 CD0278'LINE OF THE ROAD, ABOUT 1.0 MILE EAST OF A LARGE EARTHEN DAM, NEAR THE
 CD0278'CENTER OF A CURVE IN THE ROAD, 1 1/2 FEET EAST OF A WHITE WOODEN
 CD0278'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 CD0278'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0369 ***********************************************************************
 CD0369  DESIGNATION -  X 716
 CD0369  PID         -  CD0369
 CD0369  STATE/COUNTY-  TX/CULBERSON
 CD0369  USGS QUAD   -  EMORY CORRAL (1973)
 CD0369
 CD0369                         *CURRENT SURVEY CONTROL
 CD0369  ___________________________________________________________________
 CD0369* NAD 83(1986)-  31 34 37.     (N)    104 33 43.     (W)     SCALED    
 CD0369* NAVD 88     -      1439.758  (meters)    4723.61   (feet)  ADJUSTED  
 CD0369  ___________________________________________________________________
 CD0369  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CD0369  DYNAMIC HT  -        1437.497 (meters)    4716.19  (feet)  COMP
 CD0369  MODELED GRAV-     979,019.1   (mgal)                       NAVD 88
 CD0369
 CD0369  VERT ORDER  -  SECOND    CLASS 0
 CD0369
 CD0369.The horizontal coordinates were scaled from a topographic map and have
 CD0369.an estimated accuracy of +/- 6 seconds.
 CD0369
 CD0369.The orthometric height was determined by differential leveling
 CD0369.and adjusted by the National Geodetic Survey in June 1991..
 CD0369
 CD0369.The geoid height was determined by GEOID03.
 CD0369
 CD0369.The dynamic height is computed by dividing the NAVD 88
 CD0369.geopotential number by the normal gravity value computed on the
 CD0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0369.degrees latitude (g = 980.6199 gals.).
 CD0369
 CD0369.The modeled gravity was interpolated from observed gravity values.
 CD0369
 CD0369;                    North         East    Units  Estimated Accuracy
 CD0369;SPC TX C     - 3,219,400.      298,730.      MT  (+/- 180 meters Scaled)
 CD0369
 CD0369                          SUPERSEDED SURVEY CONTROL
 CD0369
 CD0369  NGVD 29 (??/??/92) 1439.200  (m)         4721.78   (f) ADJ UNCH    2 0
 CD0369
 CD0369.Superseded values are not recommended for survey control.
 CD0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0369.See file dsdata.txt to determine how the superseded data were derived.
 CD0369
 CD0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ415936(NAD 83)
 CD0369_MARKER: DB = BENCH MARK DISK
 CD0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0369_STAMPING: X 716 1942
 CD0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0369+STABILITY: SURFACE MOTION
 CD0369
 CD0369  HISTORY     - Date     Condition        Report By
 CD0369  HISTORY     - 1942     MONUMENTED       CGS
 CD0369  HISTORY     - 1958     GOOD             NGS
 CD0369
 CD0369                          STATION DESCRIPTION
 CD0369
 CD0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0369'56.8 MI SE FROM PINE SPRINGS.
 CD0369'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0369'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0369'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 27.7 MILES SOUTH ALONG
 CD0369'A GRADED DIRT ROAD.  22 FEET WEST OF THE CENTER LINE OF THE ROAD, AT
 CD0369'THE CREST OF A HILL, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 CD0369'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 CD0369'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0003 ***********************************************************************
 CD0003  DESIGNATION -  X 717
 CD0003  PID         -  CD0003
 CD0003  STATE/COUNTY-  TX/CULBERSON
 CD0003  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0003
 CD0003                         *CURRENT SURVEY CONTROL
 CD0003  ___________________________________________________________________
 CD0003* NAD 83(1986)-  31 49 51.     (N)    104 28 45.     (W)     SCALED    
 CD0003* NAVD 88     -      1150.485  (meters)    3774.55   (feet)  ADJUSTED  
 CD0003  ___________________________________________________________________
 CD0003  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CD0003  DYNAMIC HT  -        1148.727 (meters)    3768.78  (feet)  COMP
 CD0003  MODELED GRAV-     979,072.7   (mgal)                       NAVD 88
 CD0003
 CD0003  VERT ORDER  -  SECOND    CLASS 0
 CD0003
 CD0003.The horizontal coordinates were scaled from a topographic map and have
 CD0003.an estimated accuracy of +/- 6 seconds.
 CD0003
 CD0003.The orthometric height was determined by differential leveling
 CD0003.and adjusted by the National Geodetic Survey in June 1991..
 CD0003
 CD0003.The geoid height was determined by GEOID03.
 CD0003
 CD0003.The dynamic height is computed by dividing the NAVD 88
 CD0003.geopotential number by the normal gravity value computed on the
 CD0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0003.degrees latitude (g = 980.6199 gals.).
 CD0003
 CD0003.The modeled gravity was interpolated from observed gravity values.
 CD0003
 CD0003;                    North         East    Units  Estimated Accuracy
 CD0003;SPC TX C     - 3,247,230.      307,630.      MT  (+/- 180 meters Scaled)
 CD0003
 CD0003                          SUPERSEDED SURVEY CONTROL
 CD0003
 CD0003  NGVD 29 (??/??/92) 1149.947  (m)         3772.78   (f) ADJ UNCH    2 0
 CD0003
 CD0003.Superseded values are not recommended for survey control.
 CD0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0003.See file dsdata.txt to determine how the superseded data were derived.
 CD0003
 CD0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER492218(NAD 83)
 CD0003_MARKER: DB = BENCH MARK DISK
 CD0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0003_STAMPING: X 717 1942
 CD0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0003+STABILITY: SURFACE MOTION
 CD0003
 CD0003  HISTORY     - Date     Condition        Report By
 CD0003  HISTORY     - 1942     MONUMENTED       CGS
 CD0003  HISTORY     - 1958     GOOD             NGS
 CD0003
 CD0003                          STATION DESCRIPTION
 CD0003
 CD0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0003'31.6 MI SE FROM PINE SPRINGS.
 CD0003'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0003'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0003'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 2.5 MILES SOUTH ALONG
 CD0003'A GRADED DIRT ROAD.  20 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CD0003'ABOUT 1.1 MILE SOUTH OF A PIPE LINE AND A TELEPHONE LINE, ABOUT 2
 CD0003'YARDS WEST OF THE WEST BANK OF A WIDE CREEK BED, 60 FEET WEST OF A
 CD0003'FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CD0003'FOOT LOWER THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 CD0003'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0075 ***********************************************************************
 BB0075  DESIGNATION -  X 718
 BB0075  PID         -  BB0075
 BB0075  STATE/COUNTY-  TX/PRESIDIO
 BB0075  USGS QUAD   -  CERRO REDONDO (1983)
 BB0075
 BB0075                         *CURRENT SURVEY CONTROL
 BB0075  ___________________________________________________________________
 BB0075* NAD 83(1986)-  29 34 24.     (N)    104 12 15.     (W)     SCALED    
 BB0075* NAVD 88     -       908.630  (meters)    2981.06   (feet)  POSTED    
 BB0075  ___________________________________________________________________
 BB0075  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BB0075  DYNAMIC HT  -         907.150 (meters)    2976.21  (feet)  COMP
 BB0075  MODELED GRAV-     978,984.8   (mgal)                       NAVD 88
 BB0075
 BB0075  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 BB0075
 BB0075.The horizontal coordinates were scaled from a topographic map and have
 BB0075.an estimated accuracy of +/- 6 seconds.
 BB0075
 BB0075.The orthometric height was determined by differential leveling
 BB0075.and adjusted by the National Geodetic Survey in 1992..
 BB0075.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 BB0075.rate greater than 8.0 mm/km.
 BB0075
 BB0075.The geoid height was determined by GEOID03.
 BB0075
 BB0075.The dynamic height is computed by dividing the NAVD 88
 BB0075.geopotential number by the normal gravity value computed on the
 BB0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0075.degrees latitude (g = 980.6199 gals.).
 BB0075
 BB0075.The modeled gravity was interpolated from observed gravity values.
 BB0075
 BB0075;                    North         East    Units  Estimated Accuracy
 BB0075;SPC TXSC     - 4,204,060.       95,970.      MT  (+/- 180 meters Scaled)
 BB0075
 BB0075                          SUPERSEDED SURVEY CONTROL
 BB0075
 BB0075  NGVD 29 (??/??/92)  908.306  (m)         2980.00   (f) ADJ UNCH    1 2
 BB0075
 BB0075.Superseded values are not recommended for survey control.
 BB0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0075.See file dsdata.txt to determine how the superseded data were derived.
 BB0075
 BB0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN770717(NAD 83)
 BB0075_MARKER: DB = BENCH MARK DISK
 BB0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0075_STAMPING: X 718 1943
 BB0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0075+STABILITY: SURFACE MOTION
 BB0075
 BB0075  HISTORY     - Date     Condition        Report By
 BB0075  HISTORY     - 1943     MONUMENTED       CGS
 BB0075  HISTORY     - 1958     GOOD             NGS
 BB0075
 BB0075                          STATION DESCRIPTION
 BB0075
 BB0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0075'13.25 MI E FROM PRESIDIO.
 BB0075'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0075'PRESIDIO, THENCE 5.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD.  34
 BB0075'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.3 MILE
 BB0075'SOUTHWEST OF THE JUNCTION OF A ROAD LEADING TO CASA PIEDRA, ABOUT 1
 BB0075'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BB0075'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0103 ***********************************************************************
 BB0103  DESIGNATION -  X 719
 BB0103  PID         -  BB0103
 BB0103  STATE/COUNTY-  TX/PRESIDIO
 BB0103  USGS QUAD   -  PLATA (1983)
 BB0103
 BB0103                         *CURRENT SURVEY CONTROL
 BB0103  ___________________________________________________________________
 BB0103* NAD 83(1986)-  29 46 12.     (N)    104 06 30.     (W)     SCALED    
 BB0103* NAVD 88     -      1140.474  (meters)    3741.71   (feet)  ADJUSTED  
 BB0103  ___________________________________________________________________
 BB0103  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 BB0103  DYNAMIC HT  -        1138.609 (meters)    3735.59  (feet)  COMP
 BB0103  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 BB0103
 BB0103  VERT ORDER  -  SECOND    CLASS 0
 BB0103
 BB0103.The horizontal coordinates were scaled from a topographic map and have
 BB0103.an estimated accuracy of +/- 6 seconds.
 BB0103
 BB0103.The orthometric height was determined by differential leveling
 BB0103.and adjusted by the National Geodetic Survey in June 1991..
 BB0103
 BB0103.The geoid height was determined by GEOID03.
 BB0103
 BB0103.The dynamic height is computed by dividing the NAVD 88
 BB0103.geopotential number by the normal gravity value computed on the
 BB0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0103.degrees latitude (g = 980.6199 gals.).
 BB0103
 BB0103.The modeled gravity was interpolated from observed gravity values.
 BB0103
 BB0103;                    North         East    Units  Estimated Accuracy
 BB0103;SPC TXSC     - 4,225,420.      106,190.      MT  (+/- 180 meters Scaled)
 BB0103
 BB0103                          SUPERSEDED SURVEY CONTROL
 BB0103
 BB0103  NGVD 29 (??/??/92) 1140.097  (m)         3740.47   (f) ADJ UNCH    2 0
 BB0103
 BB0103.Superseded values are not recommended for survey control.
 BB0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0103.See file dsdata.txt to determine how the superseded data were derived.
 BB0103
 BB0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN861936(NAD 83)
 BB0103_MARKER: DB = BENCH MARK DISK
 BB0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0103_STAMPING: X 719 1943
 BB0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0103+STABILITY: SURFACE MOTION
 BB0103
 BB0103  HISTORY     - Date     Condition        Report By
 BB0103  HISTORY     - 1943     MONUMENTED       CGS
 BB0103  HISTORY     - 1958     GOOD             NGS
 BB0103
 BB0103                          STATION DESCRIPTION
 BB0103
 BB0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0103'4.05 MI NW FROM CASA PIEDRA.
 BB0103'ABOUT 4.05 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0103'CASA PIEDRA, 28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 BB0103'0.1 MILE NORTHWEST OF THE TED HARPER RANCH HOUSE, 176 FEET NORTHWEST
 BB0103'OF THE WEST CORNER OF AN ADOBE HOUSE, ABOUT 0.1 MILE SOUTHEAST OF A
 BB0103'WYE JUNCTION OF THE ROADS, 1 FOOT SOUTHEAST OF A WHITE WOODEN POST,
 BB0103'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0402 ***********************************************************************
 CU0402  DESIGNATION -  X 72
 CU0402  PID         -  CU0402
 CU0402  STATE/COUNTY-  TX/SCURRY
 CU0402  USGS QUAD   -  INADALE (1969)
 CU0402
 CU0402                         *CURRENT SURVEY CONTROL
 CU0402  ___________________________________________________________________
 CU0402* NAD 83(1986)-  32 35 05.     (N)    100 40 27.     (W)     SCALED    
 CU0402* NAVD 88     -       719.610  (meters)    2360.92   (feet)  ADJUSTED  
 CU0402  ___________________________________________________________________
 CU0402  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CU0402  DYNAMIC HT  -         718.642 (meters)    2357.74  (feet)  COMP
 CU0402  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 CU0402
 CU0402  VERT ORDER  -  FIRST     CLASS II
 CU0402
 CU0402.The horizontal coordinates were scaled from a topographic map and have
 CU0402.an estimated accuracy of +/- 6 seconds.
 CU0402
 CU0402.The orthometric height was determined by differential leveling
 CU0402.and adjusted by the National Geodetic Survey in June 1991..
 CU0402
 CU0402.The geoid height was determined by GEOID03.
 CU0402
 CU0402.The dynamic height is computed by dividing the NAVD 88
 CU0402.geopotential number by the normal gravity value computed on the
 CU0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0402.degrees latitude (g = 980.6199 gals.).
 CU0402
 CU0402.The modeled gravity was interpolated from observed gravity values.
 CU0402
 CU0402;                    North         East    Units  Estimated Accuracy
 CU0402;SPC TXNC     - 2,103,920.      395,900.      MT  (+/- 180 meters Scaled)
 CU0402
 CU0402                          SUPERSEDED SURVEY CONTROL
 CU0402
 CU0402  NGVD 29 (??/??/92)  719.325  (m)         2359.99   (f) ADJ UNCH    1 2
 CU0402
 CU0402.Superseded values are not recommended for survey control.
 CU0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0402.See file dsdata.txt to determine how the superseded data were derived.
 CU0402
 CU0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB428064(NAD 83)
 CU0402_MARKER: DB = BENCH MARK DISK
 CU0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0402_STAMPING: 2359.985 X 72 1931
 CU0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0402+STABILITY: SURFACE MOTION
 CU0402
 CU0402  HISTORY     - Date     Condition        Report By
 CU0402  HISTORY     - 1931     MONUMENTED       CGS
 CU0402  HISTORY     - 1934     GOOD             NGS
 CU0402
 CU0402                          STATION DESCRIPTION
 CU0402
 CU0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CU0402'0.7 MI N FROM PYRON.
 CU0402'0.7 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM PYRON,
 CU0402'SCURRY COUNTY, ABOUT 0.4 MILE NORTH OF MILEPOST 775, 400 FEET SOUTH OF
 CU0402'A CATTLE CROSSING, 20 FEET NORTH OF A CROSSROAD, 30 FEET WEST OF THE
 CU0402'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 CU0402'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0321 ***********************************************************************
 BO0321  DESIGNATION -  X 724
 BO0321  PID         -  BO0321
 BO0321  STATE/COUNTY-  TX/TERRELL
 BO0321  USGS QUAD   -  GEDDIS CANYON NW (1980)
 BO0321
 BO0321                         *CURRENT SURVEY CONTROL
 BO0321  ___________________________________________________________________
 BO0321* NAD 83(1986)-  30 25 29.     (N)    101 53 48.     (W)     SCALED    
 BO0321* NAVD 88     -       663.204  (meters)    2175.86   (feet)  ADJUSTED  
 BO0321  ___________________________________________________________________
 BO0321  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 BO0321  DYNAMIC HT  -         662.225 (meters)    2172.65  (feet)  COMP
 BO0321  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 BO0321
 BO0321  VERT ORDER  -  SECOND    CLASS 0
 BO0321
 BO0321.The horizontal coordinates were scaled from a topographic map and have
 BO0321.an estimated accuracy of +/- 6 seconds.
 BO0321
 BO0321.The orthometric height was determined by differential leveling
 BO0321.and adjusted by the National Geodetic Survey in June 1991..
 BO0321
 BO0321.The geoid height was determined by GEOID03.
 BO0321
 BO0321.The dynamic height is computed by dividing the NAVD 88
 BO0321.geopotential number by the normal gravity value computed on the
 BO0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0321.degrees latitude (g = 980.6199 gals.).
 BO0321
 BO0321.The modeled gravity was interpolated from observed gravity values.
 BO0321
 BO0321;                    North         East    Units  Estimated Accuracy
 BO0321;SPC TXSC     - 4,290,660.      321,730.      MT  (+/- 180 meters Scaled)
 BO0321
 BO0321                          SUPERSEDED SURVEY CONTROL
 BO0321
 BO0321  NGVD 29 (??/??/92)  662.985  (m)         2175.14   (f) ADJ UNCH    2 0
 BO0321
 BO0321.Superseded values are not recommended for survey control.
 BO0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0321.See file dsdata.txt to determine how the superseded data were derived.
 BO0321
 BO0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU217694(NAD 83)
 BO0321_MARKER: DB = BENCH MARK DISK
 BO0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0321_STAMPING: X 724 1942
 BO0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0321+STABILITY: SURFACE MOTION
 BO0321
 BO0321  HISTORY     - Date     Condition        Report By
 BO0321  HISTORY     - 1942     MONUMENTED       CGS
 BO0321  HISTORY     - 1958     GOOD             NGS
 BO0321
 BO0321                          STATION DESCRIPTION
 BO0321
 BO0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0321'28.55 MI S FROM SHEFFIELD.
 BO0321'ABOUT 26.65 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0321'AT SHEFFIELD, THENCE 1.9 MILES NORTHWEST ALONG A GRADED ROAD LEADING
 BO0321'TO THE ELROD AND HICKS RANCHES, AT A POINT WHERE THE OLD HIGHWAY
 BO0321'CROSSES THE GRADED ROAD, 51 FEET NORTH OF THE CENTER LINE OF A GATE
 BO0321'ACROSS THE GRADED ROAD, 34 FEET EAST OF THE CENTER LINE OF THE OLD
 BO0321'HIGHWAY, ABOUT 0.1 MILE NORTHWEST OF A WINDMILL AND LARGE CONCRETE
 BO0321'TANK, 24 FEET SOUTH OF THE SOUTH END OF AN OLD CONCRETE CATTLE GUARD,
 BO0321'1 1/2 FEET EAST OF A WOVEN WIRE FENCE, 1 1/2 FEET NORTH OF A WHITE
 BO0321'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BO0321'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0101 ***********************************************************************
 BP0101  DESIGNATION -  X 725
 BP0101  PID         -  BP0101
 BP0101  STATE/COUNTY-  TX/TERRELL
 BP0101  USGS QUAD   -  DRYDEN NE (1969)
 BP0101
 BP0101                         *CURRENT SURVEY CONTROL
 BP0101  ___________________________________________________________________
 BP0101* NAD 83(1986)-  30 09 33.     (N)    102 03 59.     (W)     SCALED    
 BP0101* NAVD 88     -       657.380  (meters)    2156.75   (feet)  ADJUSTED  
 BP0101  ___________________________________________________________________
 BP0101  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 BP0101  DYNAMIC HT  -         656.388 (meters)    2153.50  (feet)  COMP
 BP0101  MODELED GRAV-     979,111.5   (mgal)                       NAVD 88
 BP0101
 BP0101  VERT ORDER  -  SECOND    CLASS 0
 BP0101
 BP0101.The horizontal coordinates were scaled from a topographic map and have
 BP0101.an estimated accuracy of +/- 6 seconds.
 BP0101
 BP0101.The orthometric height was determined by differential leveling
 BP0101.and adjusted by the National Geodetic Survey in June 1991..
 BP0101
 BP0101.The geoid height was determined by GEOID03.
 BP0101
 BP0101.The dynamic height is computed by dividing the NAVD 88
 BP0101.geopotential number by the normal gravity value computed on the
 BP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0101.degrees latitude (g = 980.6199 gals.).
 BP0101
 BP0101.The modeled gravity was interpolated from observed gravity values.
 BP0101
 BP0101;                    North         East    Units  Estimated Accuracy
 BP0101;SPC TXSC     - 4,261,640.      304,650.      MT  (+/- 180 meters Scaled)
 BP0101
 BP0101                          SUPERSEDED SURVEY CONTROL
 BP0101
 BP0101  NGVD 29 (??/??/92)  657.175  (m)         2156.08   (f) ADJ UNCH    2 0
 BP0101
 BP0101.Superseded values are not recommended for survey control.
 BP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0101.See file dsdata.txt to determine how the superseded data were derived.
 BP0101
 BP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP825400(NAD 83)
 BP0101_MARKER: DB = BENCH MARK DISK
 BP0101_SETTING: 66 = SET IN ROCK OUTCROP
 BP0101_SP_SET: ROCK OUTCROP
 BP0101_STAMPING: X 725 1942
 BP0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0101+STABILITY: POSITION/ELEVATION WELL
 BP0101
 BP0101  HISTORY     - Date     Condition        Report By
 BP0101  HISTORY     - 1942     MONUMENTED       CGS
 BP0101  HISTORY     - 1958     GOOD             NGS
 BP0101
 BP0101                          STATION DESCRIPTION
 BP0101
 BP0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0101'8.4 MI N FROM DRYDEN.
 BP0101'ABOUT 8.4 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0101'ORLEANS RAILROAD STATION AT DRYDEN, IN THE TOP OF A LARGE FLAT ROCK
 BP0101'OUTCROP WHICH PROJECTS 7 INCHES ON THE NORTH SIDE, 27 FEET EAST OF THE
 BP0101'CENTER LINE OF THE HIGHWAY, ABOUT 0.25 MILE NORTH OF A STEEL CATTLE
 BP0101'GUARD ACROSS THE HIGHWAY, ON THE NORTH SLOPE OF A HILL, 131 FEET EAST
 BP0101'OF THE WEST RIGHT OF WAY FENCE, 39 FEET WEST OF THE OLD HIGHWAY, AND
 BP0101'ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0398 ***********************************************************************
 CC0398  DESIGNATION -  X 726
 CC0398  PID         -  CC0398
 CC0398  STATE/COUNTY-  TX/REEVES
 CC0398  USGS QUAD   -  TOYAH NW (1970)
 CC0398
 CC0398                         *CURRENT SURVEY CONTROL
 CC0398  ___________________________________________________________________
 CC0398* NAD 83(1986)-  31 27 37.     (N)    103 56 50.     (W)     SCALED    
 CC0398* NAVD 88     -       945.455  (meters)    3101.88   (feet)  ADJUSTED  
 CC0398  ___________________________________________________________________
 CC0398  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CC0398  DYNAMIC HT  -         944.042 (meters)    3097.24  (feet)  COMP
 CC0398  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 CC0398
 CC0398  VERT ORDER  -  SECOND    CLASS 0
 CC0398
 CC0398.The horizontal coordinates were scaled from a topographic map and have
 CC0398.an estimated accuracy of +/- 6 seconds.
 CC0398
 CC0398.The orthometric height was determined by differential leveling
 CC0398.and adjusted by the National Geodetic Survey in June 1991..
 CC0398
 CC0398.The geoid height was determined by GEOID03.
 CC0398
 CC0398.The dynamic height is computed by dividing the NAVD 88
 CC0398.geopotential number by the normal gravity value computed on the
 CC0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0398.degrees latitude (g = 980.6199 gals.).
 CC0398
 CC0398.The modeled gravity was interpolated from observed gravity values.
 CC0398
 CC0398;                    North         East    Units  Estimated Accuracy
 CC0398;SPC TX C     - 3,204,410.      356,620.      MT  (+/- 180 meters Scaled)
 CC0398
 CC0398                          SUPERSEDED SURVEY CONTROL
 CC0398
 CC0398  NGVD 29 (??/??/92)  945.057  (m)         3100.57   (f) ADJ UNCH    2 0
 CC0398
 CC0398.Superseded values are not recommended for survey control.
 CC0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0398.See file dsdata.txt to determine how the superseded data were derived.
 CC0398
 CC0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ000810(NAD 83)
 CC0398_MARKER: DB = BENCH MARK DISK
 CC0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0398_STAMPING: X 726 1942
 CC0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0398+STABILITY: SURFACE MOTION
 CC0398
 CC0398  HISTORY     - Date     Condition        Report By
 CC0398  HISTORY     - 1942     MONUMENTED       CGS
 CC0398  HISTORY     - 1958     GOOD             NGS
 CC0398
 CC0398                          STATION DESCRIPTION
 CC0398
 CC0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0398'15.15 MI NW FROM TOYAH.
 CC0398'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0398'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 6.2 MILES
 CC0398'NORTHWEST ALONG A GRADED DIRT ROAD.  35 FEET NORTHEAST OF THE CENTER
 CC0398'LINE OF THE ROAD, ABOUT 1 MILE NORTHWEST OF A CATTLE GUARD AND A STEEL
 CC0398'WINDMILL, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CC0398'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CC0398'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0130 ***********************************************************************
 CD0130  DESIGNATION -  X 728
 CD0130  PID         -  CD0130
 CD0130  STATE/COUNTY-  TX/CULBERSON
 CD0130  USGS QUAD   -  BORACHO (1970)
 CD0130
 CD0130                         *CURRENT SURVEY CONTROL
 CD0130  ___________________________________________________________________
 CD0130* NAD 83(1986)-  31 02 03.     (N)    104 23 39.     (W)     SCALED    
 CD0130* NAVD 88     -      1383.264  (meters)    4538.26   (feet)  ADJUSTED  
 CD0130  ___________________________________________________________________
 CD0130  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 CD0130  DYNAMIC HT  -        1381.082 (meters)    4531.10  (feet)  COMP
 CD0130  MODELED GRAV-     979,014.5   (mgal)                       NAVD 88
 CD0130
 CD0130  VERT ORDER  -  SECOND    CLASS 0
 CD0130
 CD0130.The horizontal coordinates were scaled from a topographic map and have
 CD0130.an estimated accuracy of +/- 6 seconds.
 CD0130
 CD0130.The orthometric height was determined by differential leveling
 CD0130.and adjusted by the National Geodetic Survey in June 1991..
 CD0130
 CD0130.The geoid height was determined by GEOID03.
 CD0130
 CD0130.The dynamic height is computed by dividing the NAVD 88
 CD0130.geopotential number by the normal gravity value computed on the
 CD0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0130.degrees latitude (g = 980.6199 gals.).
 CD0130
 CD0130.The modeled gravity was interpolated from observed gravity values.
 CD0130
 CD0130;                    North         East    Units  Estimated Accuracy
 CD0130;SPC TX C     - 3,158,670.      312,440.      MT  (+/- 180 meters Scaled)
 CD0130
 CD0130                          SUPERSEDED SURVEY CONTROL
 CD0130
 CD0130  NGVD 29 (??/??/92) 1382.722  (m)         4536.48   (f) ADJ UNCH    2 0
 CD0130
 CD0130.Superseded values are not recommended for survey control.
 CD0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0130.See file dsdata.txt to determine how the superseded data were derived.
 CD0130
 CD0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ578335(NAD 83)
 CD0130_MARKER: DB = BENCH MARK DISK
 CD0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0130_STAMPING: X 728 1942
 CD0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0130+STABILITY: SURFACE MOTION
 CD0130
 CD0130  HISTORY     - Date     Condition        Report By
 CD0130  HISTORY     - 1942     MONUMENTED       CGS
 CD0130  HISTORY     - 1958     GOOD             NGS
 CD0130
 CD0130                          STATION DESCRIPTION
 CD0130
 CD0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0130'3.0 MI S FROM BORACHO.
 CD0130'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 CD0130'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 2.65 MILES SOUTH
 CD0130'ALONG A VERY POOR DIRT ROAD.  27 FEET EAST OF THE CENTER LINE OF THE
 CD0130'ROAD, ABOUT 0.2 MILE NORTH OF A GATE ACROSS THE ROAD, ON THE EAST
 CD0130'SLOPE OF A HILL, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CD0130'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0130'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0041 ***********************************************************************
 BQ0041  DESIGNATION -  X 729
 BQ0041  PID         -  BQ0041
 BQ0041  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0041  USGS QUAD   -  BOGGY DRAW (1978)
 BQ0041
 BQ0041                         *CURRENT SURVEY CONTROL
 BQ0041  ___________________________________________________________________
 BQ0041* NAD 83(1986)-  30 45 51.     (N)    104 28 13.     (W)     SCALED    
 BQ0041* NAVD 88     -      1342.506  (meters)    4404.54   (feet)  ADJUSTED  
 BQ0041  ___________________________________________________________________
 BQ0041  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BQ0041  DYNAMIC HT  -        1340.334 (meters)    4397.41  (feet)  COMP
 BQ0041  MODELED GRAV-     978,976.0   (mgal)                       NAVD 88
 BQ0041
 BQ0041  VERT ORDER  -  SECOND    CLASS 0
 BQ0041
 BQ0041.The horizontal coordinates were scaled from a topographic map and have
 BQ0041.an estimated accuracy of +/- 6 seconds.
 BQ0041
 BQ0041.The orthometric height was determined by differential leveling
 BQ0041.and adjusted by the National Geodetic Survey in June 1991..
 BQ0041
 BQ0041.The geoid height was determined by GEOID03.
 BQ0041
 BQ0041.The dynamic height is computed by dividing the NAVD 88
 BQ0041.geopotential number by the normal gravity value computed on the
 BQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0041.degrees latitude (g = 980.6199 gals.).
 BQ0041
 BQ0041.The modeled gravity was interpolated from observed gravity values.
 BQ0041
 BQ0041;                    North         East    Units  Estimated Accuracy
 BQ0041;SPC TX C     - 3,129,030.      304,070.      MT  (+/- 180 meters Scaled)
 BQ0041
 BQ0041                          SUPERSEDED SURVEY CONTROL
 BQ0041
 BQ0041  NGVD 29 (??/??/92) 1341.936  (m)         4402.67   (f) ADJ UNCH    2 0
 BQ0041
 BQ0041.Superseded values are not recommended for survey control.
 BQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0041.See file dsdata.txt to determine how the superseded data were derived.
 BQ0041
 BQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ506035(NAD 83)
 BQ0041_MARKER: DB = BENCH MARK DISK
 BQ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0041_STAMPING: X 729 1942
 BQ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0041+STABILITY: SURFACE MOTION
 BQ0041
 BQ0041  HISTORY     - Date     Condition        Report By
 BQ0041  HISTORY     - 1942     MONUMENTED       CGS
 BQ0041  HISTORY     - 1958     GOOD             NGS
 BQ0041
 BQ0041                          STATION DESCRIPTION
 BQ0041
 BQ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0041'13.85 MI N FROM VALENTINE.
 BQ0041'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0041'THE STATION AT VALENTINE, THENCE 13.65 MILES NORTH ALONG A DIRT ROAD.
 BQ0041'59 FEET EAST OF THE CENTER LINE OF THE ROAD, AT A WINDMILL AND STOCK
 BQ0041'PENS, 8 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A TIN SHED, 8 1/2
 BQ0041'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SHED, AND IN THE TOP OF
 BQ0041'A CONCRETE POST PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0494 ***********************************************************************
 CT0494  DESIGNATION -  X 73
 CT0494  PID         -  CT0494
 CT0494  STATE/COUNTY-  TX/COLEMAN
 CT0494  USGS QUAD   -  GOLDSBORO (1967)
 CT0494
 CT0494                         *CURRENT SURVEY CONTROL
 CT0494  ___________________________________________________________________
 CT0494* NAD 83(1986)-  32 00 48.     (N)    099 38 37.     (W)     SCALED    
 CT0494* NAVD 88     -       585.179  (meters)    1919.87   (feet)  ADJUSTED  
 CT0494  ___________________________________________________________________
 CT0494  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CT0494  DYNAMIC HT  -         584.410 (meters)    1917.35  (feet)  COMP
 CT0494  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 CT0494
 CT0494  VERT ORDER  -  FIRST     CLASS II
 CT0494
 CT0494.The horizontal coordinates were scaled from a topographic map and have
 CT0494.an estimated accuracy of +/- 6 seconds.
 CT0494
 CT0494.The orthometric height was determined by differential leveling
 CT0494.and adjusted by the National Geodetic Survey in June 1991..
 CT0494
 CT0494.The geoid height was determined by GEOID03.
 CT0494
 CT0494.The dynamic height is computed by dividing the NAVD 88
 CT0494.geopotential number by the normal gravity value computed on the
 CT0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0494.degrees latitude (g = 980.6199 gals.).
 CT0494
 CT0494.The modeled gravity was interpolated from observed gravity values.
 CT0494
 CT0494;                    North         East    Units  Estimated Accuracy
 CT0494;SPC TX C     - 3,260,360.      765,170.      MT  (+/- 180 meters Scaled)
 CT0494
 CT0494                          SUPERSEDED SURVEY CONTROL
 CT0494
 CT0494  NGVD 29 (??/??/92)  585.068  (m)         1919.51   (f) ADJ UNCH    1 2
 CT0494
 CT0494.Superseded values are not recommended for survey control.
 CT0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0494.See file dsdata.txt to determine how the superseded data were derived.
 CT0494
 CT0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA392420(NAD 83)
 CT0494_MARKER: DB = BENCH MARK DISK
 CT0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0494_SP_SET: BRIDGE
 CT0494_STAMPING: 1919.511 X 73 1931
 CT0494_MARK LOGO: CGS   
 CT0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0494
 CT0494  HISTORY     - Date     Condition        Report By
 CT0494  HISTORY     - 1931     MONUMENTED       CGS
 CT0494  HISTORY     - 1982     GOOD             NGS
 CT0494
 CT0494                          STATION DESCRIPTION
 CT0494
 CT0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CT0494'4.0 MI SE FROM GOLDSBORO.
 CT0494'4.0 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CT0494'GOLDSBORO, COLEMAN COUNTY, 7 POLES EAST OF MILEPOST 399, IN THE WEST
 CT0494'END OF BRIDGE 398 C, AND 6 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 CT0494'STAMPED 1919.511 X 73 1931.
 CT0494
 CT0494                          STATION RECOVERY (1982)
 CT0494
 CT0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0494'16.5 KM (10.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0494'JUNCTION WITH FARM ROAD 604 IN LAWN, THENCE 0.3 KM (0.2 MI) SOUTHWEST
 CT0494'ALONG A TRACK ROAD, IN TOP OF THE NORTHWEST ABUTMENT OF A RAILROAD
 CT0494'BRIDGE OVER JIM NEB CREEK, 2.7 METERS (8.9 FT) EAST OF THE NORTHEAST
 CT0494'CORNER OF THE WEST END OF THE BRIDGE AND 2.1 METERS (6.9 FT) NORTH OF
 CT0494'THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD.
 CT0494'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0169 ***********************************************************************
 BQ0169  DESIGNATION -  X 730
 BQ0169  PID         -  BQ0169
 BQ0169  STATE/COUNTY-  TX/PRESIDIO
 BQ0169  USGS QUAD   -  NANCY ANNE RANCH (1979)
 BQ0169
 BQ0169                         *CURRENT SURVEY CONTROL
 BQ0169  ___________________________________________________________________
 BQ0169* NAD 83(1986)-  30 26 36.     (N)    104 31 11.     (W)     SCALED    
 BQ0169* NAVD 88     -      1369.307  (meters)    4492.47   (feet)  POSTED    
 BQ0169  ___________________________________________________________________
 BQ0169  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BQ0169  DYNAMIC HT  -        1367.030 (meters)    4485.00  (feet)  COMP
 BQ0169  MODELED GRAV-     978,928.1   (mgal)                       NAVD 88
 BQ0169
 BQ0169  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0169
 BQ0169.The horizontal coordinates were scaled from a topographic map and have
 BQ0169.an estimated accuracy of +/- 6 seconds.
 BQ0169
 BQ0169.The orthometric height was determined by differential leveling
 BQ0169.and adjusted by the National Geodetic Survey in 1992..
 BQ0169.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0169.rate of 1.1 thru 2.0 mm/km.
 BQ0169
 BQ0169.The geoid height was determined by GEOID03.
 BQ0169
 BQ0169.The dynamic height is computed by dividing the NAVD 88
 BQ0169.geopotential number by the normal gravity value computed on the
 BQ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0169.degrees latitude (g = 980.6199 gals.).
 BQ0169
 BQ0169.The modeled gravity was interpolated from observed gravity values.
 BQ0169
 BQ0169;                    North         East    Units  Estimated Accuracy
 BQ0169;SPC TXSC     - 4,301,790.       69,980.      MT  (+/- 180 meters Scaled)
 BQ0169
 BQ0169                          SUPERSEDED SURVEY CONTROL
 BQ0169
 BQ0169  NGVD 29 (??/??/92) 1368.724  (m)         4490.56   (f) ADJ UNCH    2 0
 BQ0169
 BQ0169.Superseded values are not recommended for survey control.
 BQ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0169.See file dsdata.txt to determine how the superseded data were derived.
 BQ0169
 BQ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP461680(NAD 83)
 BQ0169_MARKER: DB = BENCH MARK DISK
 BQ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0169_STAMPING: X 730 1943
 BQ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0169+STABILITY: SURFACE MOTION
 BQ0169
 BQ0169  HISTORY     - Date     Condition        Report By
 BQ0169  HISTORY     - 1943     MONUMENTED       CGS
 BQ0169  HISTORY     - 1966     GOOD             NGS
 BQ0169
 BQ0169                          STATION DESCRIPTION
 BQ0169
 BQ0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0169'10.9 MI S FROM VALENTINE.
 BQ0169'ABOUT 10.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH FROM THE
 BQ0169'POST OFFICE AT VALENTINE, 0.7 MILES SOUTH OF A CATTLEGUARD, BETWEEN
 BQ0169'TWO CURVES, 32.0 FEET EAST OF THE CENTERLINE OF THE ROAD, PROJECTING
 BQ0169'ABOUT 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0197 ***********************************************************************
 BQ0197  DESIGNATION -  X 731
 BQ0197  PID         -  BQ0197
 BQ0197  STATE/COUNTY-  TX/PRESIDIO
 BQ0197  USGS QUAD   -  CANDELARIA (1979)
 BQ0197
 BQ0197                         *CURRENT SURVEY CONTROL
 BQ0197  ___________________________________________________________________
 BQ0197* NAD 83(1986)-  30 12 08.     (N)    104 38 39.     (W)     SCALED    
 BQ0197* NAVD 88     -       924.428  (meters)    3032.89   (feet)  POSTED    
 BQ0197  ___________________________________________________________________
 BQ0197  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BQ0197  DYNAMIC HT  -         922.950 (meters)    3028.05  (feet)  COMP
 BQ0197  MODELED GRAV-     979,009.4   (mgal)                       NAVD 88
 BQ0197
 BQ0197  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0197
 BQ0197.The horizontal coordinates were scaled from a topographic map and have
 BQ0197.an estimated accuracy of +/- 6 seconds.
 BQ0197
 BQ0197.The orthometric height was determined by differential leveling
 BQ0197.and adjusted by the National Geodetic Survey in 1992..
 BQ0197.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0197.rate of 1.1 thru 2.0 mm/km.
 BQ0197
 BQ0197.The geoid height was determined by GEOID03.
 BQ0197
 BQ0197.The dynamic height is computed by dividing the NAVD 88
 BQ0197.geopotential number by the normal gravity value computed on the
 BQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0197.degrees latitude (g = 980.6199 gals.).
 BQ0197
 BQ0197.The modeled gravity was interpolated from observed gravity values.
 BQ0197
 BQ0197;                    North         East    Units  Estimated Accuracy
 BQ0197;SPC TXSC     - 4,275,660.       56,750.      MT  (+/- 180 meters Scaled)
 BQ0197
 BQ0197                          SUPERSEDED SURVEY CONTROL
 BQ0197
 BQ0197  NGVD 29 (??/??/92)  923.951  (m)         3031.33   (f) ADJ UNCH    2 0
 BQ0197
 BQ0197.Superseded values are not recommended for survey control.
 BQ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0197.See file dsdata.txt to determine how the superseded data were derived.
 BQ0197
 BQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP342412(NAD 83)
 BQ0197_MARKER: DB = BENCH MARK DISK
 BQ0197_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BQ0197_SP_SET: ROCK
 BQ0197_STAMPING: X 731 1943
 BQ0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0197
 BQ0197  HISTORY     - Date     Condition        Report By
 BQ0197  HISTORY     - 1943     MONUMENTED       CGS
 BQ0197
 BQ0197                          STATION DESCRIPTION
 BQ0197
 BQ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0197'6.6 MI NW FROM CANDELARIA.
 BQ0197'THIS MARK IS 6.6 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0197'THE SCHOOL HOUSE AT CANDELARIA, SET IN THE TOP OF A ROCK WHICH IS PART
 BQ0197'OF A RIDGE OF 500.0 FEET, SET NEAR THE CENTER OF THE ROCK RIDGE
 BQ0197'RUNNING PARALLEL WITH THE ROAD, ON THE EAST SIDE OF AN ARROYO, 41.0
 BQ0197'FEET WEST OF THE CENTERLINE OF THE ROAD, THE LETTERS U.S.B.M. ARE
 BQ0197'PAINTED IN 12-INCH LETTERS JUST BELOW THE MARK, 4.0 FEET HIGHER THAN
 BQ0197'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0193 ***********************************************************************
 BB0193  DESIGNATION -  X 732
 BB0193  PID         -  BB0193
 BB0193  STATE/COUNTY-  TX/PRESIDIO
 BB0193  USGS QUAD   -  LAS CONCHAS (1980)
 BB0193
 BB0193                         *CURRENT SURVEY CONTROL
 BB0193  ___________________________________________________________________
 BB0193* NAD 83(1986)-  29 54 28.     (N)    104 39 22.     (W)     SCALED    
 BB0193* NAVD 88     -       830.221  (meters)    2723.82   (feet)  POSTED    
 BB0193  ___________________________________________________________________
 BB0193  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BB0193  DYNAMIC HT  -         828.860 (meters)    2719.35  (feet)  COMP
 BB0193  MODELED GRAV-     978,981.7   (mgal)                       NAVD 88
 BB0193
 BB0193  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0193
 BB0193.The horizontal coordinates were scaled from a topographic map and have
 BB0193.an estimated accuracy of +/- 6 seconds.
 BB0193
 BB0193.The orthometric height was determined by differential leveling
 BB0193.and adjusted by the National Geodetic Survey in 1992..
 BB0193.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0193.rate of 1.1 thru 2.0 mm/km.
 BB0193
 BB0193.The geoid height was determined by GEOID03.
 BB0193
 BB0193.The dynamic height is computed by dividing the NAVD 88
 BB0193.geopotential number by the normal gravity value computed on the
 BB0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0193.degrees latitude (g = 980.6199 gals.).
 BB0193
 BB0193.The modeled gravity was interpolated from observed gravity values.
 BB0193
 BB0193;                    North         East    Units  Estimated Accuracy
 BB0193;SPC TXSC     - 4,243,110.       54,020.      MT  (+/- 180 meters Scaled)
 BB0193
 BB0193                          SUPERSEDED SURVEY CONTROL
 BB0193
 BB0193  NGVD 29 (??/??/92)  829.750  (m)         2722.27   (f) ADJ UNCH    2 0
 BB0193
 BB0193.Superseded values are not recommended for survey control.
 BB0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0193.See file dsdata.txt to determine how the superseded data were derived.
 BB0193
 BB0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP331086(NAD 83)
 BB0193_MARKER: DB = BENCH MARK DISK
 BB0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0193_STAMPING: X 732 1943
 BB0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0193+STABILITY: SURFACE MOTION
 BB0193
 BB0193  HISTORY     - Date     Condition        Report By
 BB0193  HISTORY     - 1943     MONUMENTED       CGS
 BB0193  HISTORY     - 1966     GOOD             NGS
 BB0193
 BB0193                          STATION DESCRIPTION
 BB0193
 BB0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BB0193'5.55 MI SE FROM RUIDOSA.
 BB0193'ABOUT 5.55 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE POST
 BB0193'OFFICE AT RUIDOSA, PRESIDIO COUNTY, 0.1 MILES NORTHWEST OF A RANCH,
 BB0193'40.2 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET SOUTH OF A
 BB0193'WHITE REFERENCE POST, PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0030 ***********************************************************************
 CD0030  DESIGNATION -  X 733
 CD0030  PID         -  CD0030
 CD0030  STATE/COUNTY-  TX/CULBERSON
 CD0030  USGS QUAD   -  SCREW BEAN DRAW WEST (1973)
 CD0030
 CD0030                         *CURRENT SURVEY CONTROL
 CD0030  ___________________________________________________________________
 CD0030* NAD 83(1986)-  31 49 54.     (N)    104 14 57.     (W)     SCALED    
 CD0030* NAVD 88     -      1096.790  (meters)    3598.39   (feet)  ADJUSTED  
 CD0030  ___________________________________________________________________
 CD0030  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 CD0030  DYNAMIC HT  -        1095.129 (meters)    3592.94  (feet)  COMP
 CD0030  MODELED GRAV-     979,088.6   (mgal)                       NAVD 88
 CD0030
 CD0030  VERT ORDER  -  SECOND    CLASS 0
 CD0030
 CD0030.The horizontal coordinates were scaled from a topographic map and have
 CD0030.an estimated accuracy of +/- 6 seconds.
 CD0030
 CD0030.The orthometric height was determined by differential leveling
 CD0030.and adjusted by the National Geodetic Survey in June 1991..
 CD0030
 CD0030.The geoid height was determined by GEOID03.
 CD0030
 CD0030.The dynamic height is computed by dividing the NAVD 88
 CD0030.geopotential number by the normal gravity value computed on the
 CD0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0030.degrees latitude (g = 980.6199 gals.).
 CD0030
 CD0030.The modeled gravity was interpolated from observed gravity values.
 CD0030
 CD0030;                    North         East    Units  Estimated Accuracy
 CD0030;SPC TX C     - 3,246,540.      329,390.      MT  (+/- 180 meters Scaled)
 CD0030
 CD0030                          SUPERSEDED SURVEY CONTROL
 CD0030
 CD0030  NGVD 29 (??/??/92) 1096.275  (m)         3596.70   (f) ADJ UNCH    2 0
 CD0030
 CD0030.Superseded values are not recommended for survey control.
 CD0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0030.See file dsdata.txt to determine how the superseded data were derived.
 CD0030
 CD0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER710220(NAD 83)
 CD0030_MARKER: DB = BENCH MARK DISK
 CD0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0030_STAMPING: X 733 1943
 CD0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0030+STABILITY: SURFACE MOTION
 CD0030
 CD0030  HISTORY     - Date     Condition        Report By
 CD0030  HISTORY     - 1943     MONUMENTED       CGS
 CD0030  HISTORY     - 1973     GOOD             USGS
 CD0030
 CD0030                          STATION DESCRIPTION
 CD0030
 CD0030'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0030'19.9 MI W FROM ORLA.
 CD0030'TO REACH FROM ORLA, TEXAS, GO WEST ON RANCH RD 652 FOR 17 MI TO THE
 CD0030'JCT OF RANCH RD 2185.  THENCE SOUTH 1.2 MI ON 2185 TO AN E-W PIPELINE
 CD0030'AND ROAD.  THENCE WEST 1.7 MI ALONG GRADED ROAD.  15.0 FEET WEST OF
 CD0030'POWER POLE NO. 132-5, 25.5 FEET NORTH OF THE CENTERLINE OF THE RD, SET
 CD0030'AMONG MESQUITE BUSHES, 2.0 FEET EAST OF A WITNESS POST.  A STANDARD
 CD0030'TABLET STAMPED X 733 1943 AND SET IN THE TOP OF A CONCRETE POST
 CD0030'PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0349 ***********************************************************************
 BA0349  DESIGNATION -  X 734
 BA0349  PID         -  BA0349
 BA0349  STATE/COUNTY-  TX/BREWSTER
 BA0349  USGS QUAD   -  DUFF SPRINGS (1983)
 BA0349
 BA0349                         *CURRENT SURVEY CONTROL
 BA0349  ___________________________________________________________________
 BA0349* NAD 83(1986)-  29 54 13.     (N)    103 38 48.     (W)     SCALED    
 BA0349* NAVD 88     -      1199.388  (meters)    3934.99   (feet)  POSTED    
 BA0349  ___________________________________________________________________
 BA0349  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 BA0349  DYNAMIC HT  -        1197.410 (meters)    3928.50  (feet)  COMP
 BA0349  MODELED GRAV-     978,948.3   (mgal)                       NAVD 88
 BA0349
 BA0349  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0349
 BA0349.The horizontal coordinates were scaled from a topographic map and have
 BA0349.an estimated accuracy of +/- 6 seconds.
 BA0349
 BA0349.The orthometric height was determined by differential leveling
 BA0349.and adjusted by the National Geodetic Survey in 1992..
 BA0349.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0349.rate of 2.1 thru 3.0 mm/km.
 BA0349
 BA0349.The geoid height was determined by GEOID03.
 BA0349
 BA0349.The dynamic height is computed by dividing the NAVD 88
 BA0349.geopotential number by the normal gravity value computed on the
 BA0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0349.degrees latitude (g = 980.6199 gals.).
 BA0349
 BA0349.The modeled gravity was interpolated from observed gravity values.
 BA0349
 BA0349;                    North         East    Units  Estimated Accuracy
 BA0349;SPC TXSC     - 4,238,360.      151,390.      MT  (+/- 180 meters Scaled)
 BA0349
 BA0349                          SUPERSEDED SURVEY CONTROL
 BA0349
 BA0349  NGVD 29 (??/??/92) 1198.899  (m)         3933.39   (f) ADJ UNCH    2 0
 BA0349
 BA0349.Superseded values are not recommended for survey control.
 BA0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0349.See file dsdata.txt to determine how the superseded data were derived.
 BA0349
 BA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP306088(NAD 83)
 BA0349_MARKER: DB = BENCH MARK DISK
 BA0349_SETTING: 80 = SET IN A BOULDER
 BA0349_STAMPING: X 734 1943
 BA0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0349+STABILITY: SURFACE MOTION
 BA0349
 BA0349  HISTORY     - Date     Condition        Report By
 BA0349  HISTORY     - 1943     MONUMENTED       CGS
 BA0349  HISTORY     - 1958     GOOD             NGS
 BA0349
 BA0349                          STATION DESCRIPTION
 BA0349
 BA0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0349'6.9 MI NE FROM O 2 RANCH.
 BA0349'ABOUT 6.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0349'HEADQUARTERS, IN THE TOP OF A RECTANGULAR SHAPED BOULDER ABOUT 4 FEET
 BA0349'ABOVE THE GROUND, AT THE NORTHEAST END OF A CURVE, 89 FEET NORTH OF
 BA0349'THE CENTER LINE OF THE ROAD, ABOUT 0.25 MILE NORTHEAST OF TWIN WASHES,
 BA0349'ABOUT 0.1 MILE NORTHEAST OF THE TOE OF A FLAT TOPPED MESA, AND ABOUT
 BA0349'0.45 MILE SOUTHWEST OF A SHEER ROCK WALL OF A FLAT TOPPED MESA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1531 ***********************************************************************
 FL1531  DESIGNATION -  X 735
 FL1531  PID         -  FL1531
 FL1531  STATE/COUNTY-  TX/POTTER
 FL1531  USGS QUAD   -  CLIFFSIDE (1973)
 FL1531
 FL1531                         *CURRENT SURVEY CONTROL
 FL1531  ___________________________________________________________________
 FL1531* NAD 83(1986)-  35 15 57.     (N)    102 00 00.     (W)     SCALED    
 FL1531* NAVD 88     -      1092.398  (meters)    3583.98   (feet)  ADJUSTED  
 FL1531  ___________________________________________________________________
 FL1531  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FL1531  DYNAMIC HT  -        1091.096 (meters)    3579.70  (feet)  COMP
 FL1531  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 FL1531
 FL1531  VERT ORDER  -  SECOND    CLASS 0
 FL1531
 FL1531.The horizontal coordinates were scaled from a topographic map and have
 FL1531.an estimated accuracy of +/- 6 seconds.
 FL1531
 FL1531.The orthometric height was determined by differential leveling
 FL1531.and adjusted by the National Geodetic Survey in June 1991..
 FL1531
 FL1531.The geoid height was determined by GEOID03.
 FL1531
 FL1531.The dynamic height is computed by dividing the NAVD 88
 FL1531.geopotential number by the normal gravity value computed on the
 FL1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1531.degrees latitude (g = 980.6199 gals.).
 FL1531
 FL1531.The modeled gravity was interpolated from observed gravity values.
 FL1531
 FL1531;                    North         East    Units  Estimated Accuracy
 FL1531;SPC TX N     - 1,140,540.      154,510.      MT  (+/- 180 meters Scaled)
 FL1531
 FL1531                          SUPERSEDED SURVEY CONTROL
 FL1531
 FL1531  NGVD 29 (??/??/92) 1091.90   (m)         3582.3    (f) COMPUTED    2 0
 FL1531
 FL1531.Superseded values are not recommended for survey control.
 FL1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1531.See file dsdata.txt to determine how the superseded data were derived.
 FL1531
 FL1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV729066(NAD 83)
 FL1531_MARKER: DB = BENCH MARK DISK
 FL1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1531_STAMPING: X 735 1943
 FL1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1531+STABILITY: SURFACE MOTION
 FL1531
 FL1531  HISTORY     - Date     Condition        Report By
 FL1531  HISTORY     - 1943     MONUMENTED       CGS
 FL1531
 FL1531                          STATION DESCRIPTION
 FL1531
 FL1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1531'12.7 MI NW FROM AMARILLO.
 FL1531'ABOUT 12.7 MILES NORTHWEST OF AMARILLO, POTTER COUNTY, REACHED BY
 FL1531'GOING 7.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY
 FL1531'FROM THE STATION, THENCE 1.3 MILES WEST AND 0.4 MILES SOUTH ALONG
 FL1531'GRADED ROADS, THENCE WEST ALONG THE TASCOSA ROAD FOR 3.4 MILES. THE
 FL1531'BENCH MARK IS 0.2 MILE SOUTHWEST OF THE JUNCTION WITH A SECONDARY ROAD
 FL1531'LEADING NORTHWEST FROM THE MAIN ROAD, AT THE MIDDLE OF AN S CURVE, 51
 FL1531'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A
 FL1531'WHITE REFERENCE POST, A BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 FL1531'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0318 ***********************************************************************
 BA0318  DESIGNATION -  X 737
 BA0318  PID         -  BA0318
 BA0318  STATE/COUNTY-  TX/PRESIDIO
 BA0318  USGS QUAD   -  PUERTO POTRILLO (1983)
 BA0318
 BA0318                         *CURRENT SURVEY CONTROL
 BA0318  ___________________________________________________________________
 BA0318* NAD 83(1986)-  29 49 25.     (N)    103 58 41.     (W)     SCALED    
 BA0318* NAVD 88     -      1157.951  (meters)    3799.04   (feet)  POSTED    
 BA0318  ___________________________________________________________________
 BA0318  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BA0318  DYNAMIC HT  -        1156.040 (meters)    3792.77  (feet)  COMP
 BA0318  MODELED GRAV-     978,956.0   (mgal)                       NAVD 88
 BA0318
 BA0318  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0318
 BA0318.The horizontal coordinates were scaled from a topographic map and have
 BA0318.an estimated accuracy of +/- 6 seconds.
 BA0318
 BA0318.The orthometric height was determined by differential leveling
 BA0318.and adjusted by the National Geodetic Survey in 1992..
 BA0318.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0318.rate of 2.1 thru 3.0 mm/km.
 BA0318
 BA0318.The geoid height was determined by GEOID03.
 BA0318
 BA0318.The dynamic height is computed by dividing the NAVD 88
 BA0318.geopotential number by the normal gravity value computed on the
 BA0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0318.degrees latitude (g = 980.6199 gals.).
 BA0318
 BA0318.The modeled gravity was interpolated from observed gravity values.
 BA0318
 BA0318;                    North         East    Units  Estimated Accuracy
 BA0318;SPC TXSC     - 4,230,820.      119,030.      MT  (+/- 180 meters Scaled)
 BA0318
 BA0318                          SUPERSEDED SURVEY CONTROL
 BA0318
 BA0318  NGVD 29 (??/??/92) 1157.562  (m)         3797.77   (f) ADJ UNCH    2 0
 BA0318
 BA0318.Superseded values are not recommended for survey control.
 BA0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0318.See file dsdata.txt to determine how the superseded data were derived.
 BA0318
 BA0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN987996(NAD 83)
 BA0318_MARKER: DB = BENCH MARK DISK
 BA0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0318_STAMPING: X 737 1943
 BA0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0318+STABILITY: SURFACE MOTION
 BA0318
 BA0318  HISTORY     - Date     Condition        Report By
 BA0318  HISTORY     - 1943     MONUMENTED       CGS
 BA0318  HISTORY     - 1958     GOOD             NGS
 BA0318
 BA0318                          STATION DESCRIPTION
 BA0318
 BA0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0318'5.2 MI SE FROM PLATA.
 BA0318'ABOUT 3.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BA0318'SECTION FOREMANS HOUSE AT PLATA, THENCE ABUOT 1.95 MILES EAST ALONG A
 BA0318'PRIVATE TRACK ROAD LEADING TO THE C. L. HANCOCK RANCH.  34 FEET NORTH
 BA0318'OF THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE SOUTHEAST OF A DIRT
 BA0318'STOCK TANK, ABOUT 230 FEET WEST OF A SLIGHT CURVE IN THE ROAD, ABOUT
 BA0318'0.4 MILE WEST OF A TRACK ROAD LEADING NORTHEAST TO A WINDMILL AND
 BA0318'RANCH BUILDINGS, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND IN
 BA0318'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0337 ***********************************************************************
 BA0337  DESIGNATION -  X 738
 BA0337  PID         -  BA0337
 BA0337  STATE/COUNTY-  TX/BREWSTER
 BA0337  USGS QUAD   -  STRADDLEBUG MOUNTAIN (1983)
 BA0337
 BA0337                         *CURRENT SURVEY CONTROL
 BA0337  ___________________________________________________________________
 BA0337* NAD 83(1986)-  29 48 53.     (N)    103 44 11.     (W)     SCALED    
 BA0337* NAVD 88     -      1132.342  (meters)    3715.03   (feet)  POSTED    
 BA0337  ___________________________________________________________________
 BA0337  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0337  DYNAMIC HT  -        1130.490 (meters)    3708.95  (feet)  COMP
 BA0337  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 BA0337
 BA0337  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0337
 BA0337.The horizontal coordinates were scaled from a topographic map and have
 BA0337.an estimated accuracy of +/- 6 seconds.
 BA0337
 BA0337.The orthometric height was determined by differential leveling
 BA0337.and adjusted by the National Geodetic Survey in 1992..
 BA0337.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0337.rate of 2.1 thru 3.0 mm/km.
 BA0337
 BA0337.The geoid height was determined by GEOID03.
 BA0337
 BA0337.The dynamic height is computed by dividing the NAVD 88
 BA0337.geopotential number by the normal gravity value computed on the
 BA0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0337.degrees latitude (g = 980.6199 gals.).
 BA0337
 BA0337.The modeled gravity was interpolated from observed gravity values.
 BA0337
 BA0337;                    North         East    Units  Estimated Accuracy
 BA0337;SPC TXSC     - 4,228,860.      142,330.      MT  (+/- 180 meters Scaled)
 BA0337
 BA0337                          SUPERSEDED SURVEY CONTROL
 BA0337
 BA0337  NGVD 29 (??/??/92) 1131.931  (m)         3713.68   (f) ADJ UNCH    2 0
 BA0337
 BA0337.Superseded values are not recommended for survey control.
 BA0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0337.See file dsdata.txt to determine how the superseded data were derived.
 BA0337
 BA0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN221989(NAD 83)
 BA0337_MARKER: DB = BENCH MARK DISK
 BA0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0337_STAMPING: X 738 1943
 BA0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0337+STABILITY: SURFACE MOTION
 BA0337
 BA0337  HISTORY     - Date     Condition        Report By
 BA0337  HISTORY     - 1943     MONUMENTED       CGS
 BA0337  HISTORY     - 1958     GOOD             NGS
 BA0337
 BA0337                          STATION DESCRIPTION
 BA0337
 BA0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0337'2.4 MI S FROM O 2 RANCH.
 BA0337'ABOUT 2.4 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0337'HEADQUARTERS, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.25
 BA0337'MILE WEST OF A POWER LINE, ABOUT MIDWAY BETWEEN TWO CURVES IN THE
 BA0337'ROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BA0337'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0354 ***********************************************************************
 BA0354  DESIGNATION -  X 739
 BA0354  PID         -  BA0354
 BA0354  STATE/COUNTY-  TX/BREWSTER
 BA0354  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0354
 BA0354                         *CURRENT SURVEY CONTROL
 BA0354  ___________________________________________________________________
 BA0354* NAD 83(1986)-  29 56 09.     (N)    103 35 06.     (W)     SCALED    
 BA0354* NAVD 88     -      1243.377  (meters)    4079.31   (feet)  POSTED    
 BA0354  ___________________________________________________________________
 BA0354  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 BA0354  DYNAMIC HT  -        1241.320 (meters)    4072.56  (feet)  COMP
 BA0354  MODELED GRAV-     978,947.4   (mgal)                       NAVD 88
 BA0354
 BA0354  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0354
 BA0354.The horizontal coordinates were scaled from a topographic map and have
 BA0354.an estimated accuracy of +/- 6 seconds.
 BA0354
 BA0354.The orthometric height was determined by differential leveling
 BA0354.and adjusted by the National Geodetic Survey in 1992..
 BA0354.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0354.rate of 2.1 thru 3.0 mm/km.
 BA0354
 BA0354.The geoid height was determined by GEOID03.
 BA0354
 BA0354.The dynamic height is computed by dividing the NAVD 88
 BA0354.geopotential number by the normal gravity value computed on the
 BA0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0354.degrees latitude (g = 980.6199 gals.).
 BA0354
 BA0354.The modeled gravity was interpolated from observed gravity values.
 BA0354
 BA0354;                    North         East    Units  Estimated Accuracy
 BA0354;SPC TXSC     - 4,241,690.      157,480.      MT  (+/- 180 meters Scaled)
 BA0354
 BA0354                          SUPERSEDED SURVEY CONTROL
 BA0354
 BA0354  NGVD 29 (??/??/92) 1242.875  (m)         4077.67   (f) ADJ UNCH    2 0
 BA0354
 BA0354.Superseded values are not recommended for survey control.
 BA0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0354.See file dsdata.txt to determine how the superseded data were derived.
 BA0354
 BA0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP365125(NAD 83)
 BA0354_MARKER: DB = BENCH MARK DISK
 BA0354_SETTING: 66 = SET IN ROCK OUTCROP
 BA0354_SP_SET: ROCK OUTCROP
 BA0354_STAMPING: X 739 1943
 BA0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0354+STABILITY: POSITION/ELEVATION WELL
 BA0354
 BA0354  HISTORY     - Date     Condition        Report By
 BA0354  HISTORY     - 1943     MONUMENTED       CGS
 BA0354  HISTORY     - 1958     GOOD             NGS
 BA0354  HISTORY     - 1966     MARK NOT FOUND   NGS
 BA0354  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0354
 BA0354                          STATION DESCRIPTION
 BA0354
 BA0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0354'10.6 MI NE FROM O 2 RANCH.
 BA0354'ABOUT 10.6 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0354'HEADQUARTERS, IN THE TOP OF A FLAT ROCK OUTCROP FLUSH WITH THE GROUND,
 BA0354'71 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ON THE NORTHWEST
 BA0354'SLOPE OF A SMALL HILL, 11 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 BA0354'POST, AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
 BA0354
 BA0354                          STATION RECOVERY (1966)
 BA0354
 BA0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BA0354'MARK NOT FOUND.
 BA0354
 BA0354                          STATION RECOVERY (2001)
 BA0354
 BA0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0354'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0400 ***********************************************************************
 CA0400  DESIGNATION -  X 74
 CA0400  PID         -  CA0400
 CA0400  STATE/COUNTY-  TX/BROWN
 CA0400  USGS QUAD   -  BANGS EAST (1987)
 CA0400
 CA0400                         *CURRENT SURVEY CONTROL
 CA0400  ___________________________________________________________________
 CA0400* NAD 83(1986)-  31 37 46.     (N)    099 02 13.     (W)     SCALED    
 CA0400* NAVD 88     -       459.100  (meters)    1506.23   (feet)  POSTED    
 CA0400  ___________________________________________________________________
 CA0400  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CA0400  DYNAMIC HT  -         458.500 (meters)    1504.26  (feet)  COMP
 CA0400  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 CA0400
 CA0400  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CA0400
 CA0400.The horizontal coordinates were scaled from a topographic map and have
 CA0400.an estimated accuracy of +/- 6 seconds.
 CA0400
 CA0400.The orthometric height was determined by differential leveling
 CA0400.and adjusted by the National Geodetic Survey in 1992..
 CA0400.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CA0400.rate of 1.1 thru 2.0 mm/km.
 CA0400
 CA0400.The geoid height was determined by GEOID03.
 CA0400
 CA0400.The dynamic height is computed by dividing the NAVD 88
 CA0400.geopotential number by the normal gravity value computed on the
 CA0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0400.degrees latitude (g = 980.6199 gals.).
 CA0400
 CA0400.The modeled gravity was interpolated from observed gravity values.
 CA0400
 CA0400;                    North         East    Units  Estimated Accuracy
 CA0400;SPC TX C     - 3,218,310.      822,980.      MT  (+/- 180 meters Scaled)
 CA0400
 CA0400                          SUPERSEDED SURVEY CONTROL
 CA0400
 CA0400  NGVD 29 (??/??/92)  458.979  (m)         1505.83   (f) ADJ UNCH    1 2
 CA0400
 CA0400.Superseded values are not recommended for survey control.
 CA0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0400.See file dsdata.txt to determine how the superseded data were derived.
 CA0400
 CA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV964993(NAD 83)
 CA0400_MARKER: DB = BENCH MARK DISK
 CA0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0400_STAMPING: 1505.834 X 74 1931
 CA0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0400+STABILITY: SURFACE MOTION
 CA0400
 CA0400  HISTORY     - Date     Condition        Report By
 CA0400  HISTORY     - 1931     MONUMENTED       CGS
 CA0400  HISTORY     - 1934     GOOD             NGS
 CA0400  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0400
 CA0400                          STATION DESCRIPTION
 CA0400
 CA0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0400'0.4 MI N FROM DALZELL.
 CA0400'0.4 MILE NORTH ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY (NOW
 CA0400'PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM DALZELL,
 CA0400'BROWN COUNTY, 2 POLES NORTH OF MILEPOST 883, AT THE FIRST ROAD
 CA0400'CROSSING NORTH OF DALZELL, 40 FEET NORTH OF THE ROAD AND 25 FEET WEST
 CA0400'OF THE TRACK.  A STANDARD DISK, STAMPED 1505.834 X 74 1931 AND SET IN
 CA0400'THE TOP OF A CONCRETE POST.
 CA0400
 CA0400                          STATION RECOVERY (1934)
 CA0400
 CA0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0400'RECOVERED IN GOOD CONDITION.
 CA0400
 CA0400                          STATION RECOVERY (1982)
 CA0400
 CA0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0086 ***********************************************************************
 BA0086  DESIGNATION -  X 740
 BA0086  PID         -  BA0086
 BA0086  STATE/COUNTY-  TX/BREWSTER
 BA0086  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0086
 BA0086                         *CURRENT SURVEY CONTROL
 BA0086  ___________________________________________________________________
 BA0086* NAD 83(1986)-  29 38 43.     (N)    103 13 50.     (W)     SCALED    
 BA0086* NAVD 88     -       874.413  (meters)    2868.80   (feet)  ADJUSTED  
 BA0086  ___________________________________________________________________
 BA0086  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 BA0086  DYNAMIC HT  -         873.019 (meters)    2864.23  (feet)  COMP
 BA0086  MODELED GRAV-     979,020.5   (mgal)                       NAVD 88
 BA0086
 BA0086  VERT ORDER  -  SECOND    CLASS 0
 BA0086
 BA0086.The horizontal coordinates were scaled from a topographic map and have
 BA0086.an estimated accuracy of +/- 6 seconds.
 BA0086
 BA0086.The orthometric height was determined by differential leveling
 BA0086.and adjusted by the National Geodetic Survey in June 1991..
 BA0086
 BA0086.The geoid height was determined by GEOID03.
 BA0086
 BA0086.The dynamic height is computed by dividing the NAVD 88
 BA0086.geopotential number by the normal gravity value computed on the
 BA0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0086.degrees latitude (g = 980.6199 gals.).
 BA0086
 BA0086.The modeled gravity was interpolated from observed gravity values.
 BA0086
 BA0086;                    North         East    Units  Estimated Accuracy
 BA0086;SPC TXSC     - 4,208,220.      190,510.      MT  (+/- 180 meters Scaled)
 BA0086
 BA0086                          SUPERSEDED SURVEY CONTROL
 BA0086
 BA0086  NGVD 29 (??/??/92)  874.052  (m)         2867.62   (f) ADJ UNCH    2 0
 BA0086
 BA0086.Superseded values are not recommended for survey control.
 BA0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0086.See file dsdata.txt to determine how the superseded data were derived.
 BA0086
 BA0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN712807(NAD 83)
 BA0086_MARKER: DB = BENCH MARK DISK
 BA0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0086_STAMPING: X 740 1943
 BA0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0086+STABILITY: SURFACE MOTION
 BA0086
 BA0086  HISTORY     - Date     Condition        Report By
 BA0086  HISTORY     - 1943     MONUMENTED       CGS
 BA0086  HISTORY     - 1958     GOOD             NGS
 BA0086  HISTORY     - 1967     GOOD             USGS
 BA0086
 BA0086                          STATION DESCRIPTION
 BA0086
 BA0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0086'6.7 MI SW FROM PERSIMMON GAP.
 BA0086'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0086'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0086'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0086'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0086'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE
 BA0086'ABOUT 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0086'TANKS AND A WINDMILL, THENCE ABOUT 1.2 MILES NORTHWEST ALONG A TRACK
 BA0086'ROAD.  31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.25
 BA0086'MILE SOUTHEAST OF A GATE IN THE EAST-WEST FENCE, 2 FEET NORTHEAST OF A
 BA0086'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0086'PROJECTING 7 INCHES.
 BA0086
 BA0086                          STATION RECOVERY (1967)
 BA0086
 BA0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BA0086'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM THE TOP OF
 BA0086'PERSIMMON GAP, THENCE 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK
 BA0086'ROAD, THENCE 0.65 MILES SOUTHWEST ALONG THE NORTHWEST SIDE OF A
 BA0086'FENCE, CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE 0.35
 BA0086'MILES SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE,
 BA0086'THENCE 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0086'TANKS AND A WINDMILL, THENCE 1.2 MILES NORTHWEST ALONG A TRACK ROAD,
 BA0086'31 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 0.25 MILES SOUTHEAST
 BA0086'OF A GATE IN AN EAST-WEST FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN
 BA0086'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0049 ***********************************************************************
 BA0049  DESIGNATION -  X 741
 BA0049  PID         -  BA0049
 BA0049  STATE/COUNTY-  TX/BREWSTER
 BA0049  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0049
 BA0049                         *CURRENT SURVEY CONTROL
 BA0049  ___________________________________________________________________
 BA0049* NAD 83(1986)-  29 44 41.     (N)    103 09 08.     (W)     SCALED    
 BA0049* NAVD 88     -       833.520  (meters)    2734.64   (feet)  ADJUSTED  
 BA0049  ___________________________________________________________________
 BA0049  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BA0049  DYNAMIC HT  -         832.202 (meters)    2730.32  (feet)  COMP
 BA0049  MODELED GRAV-     979,033.6   (mgal)                       NAVD 88
 BA0049
 BA0049  VERT ORDER  -  FIRST     CLASS II
 BA0049
 BA0049.The horizontal coordinates were scaled from a topographic map and have
 BA0049.an estimated accuracy of +/- 6 seconds.
 BA0049
 BA0049.The orthometric height was determined by differential leveling
 BA0049.and adjusted by the National Geodetic Survey in June 1991..
 BA0049
 BA0049.The geoid height was determined by GEOID03.
 BA0049
 BA0049.The dynamic height is computed by dividing the NAVD 88
 BA0049.geopotential number by the normal gravity value computed on the
 BA0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0049.degrees latitude (g = 980.6199 gals.).
 BA0049
 BA0049.The modeled gravity was interpolated from observed gravity values.
 BA0049
 BA0049;                    North         East    Units  Estimated Accuracy
 BA0049;SPC TXSC     - 4,218,960.      198,480.      MT  (+/- 180 meters Scaled)
 BA0049
 BA0049                          SUPERSEDED SURVEY CONTROL
 BA0049
 BA0049  NGVD 29 (??/??/92)  833.183  (m)         2733.53   (f) ADJ UNCH    1 2
 BA0049
 BA0049.Superseded values are not recommended for survey control.
 BA0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0049.See file dsdata.txt to determine how the superseded data were derived.
 BA0049
 BA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN786919(NAD 83)
 BA0049_MARKER: DB = BENCH MARK DISK
 BA0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0049_STAMPING: X 741 1943
 BA0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0049+STABILITY: SURFACE MOTION
 BA0049
 BA0049  HISTORY     - Date     Condition        Report By
 BA0049  HISTORY     - 1943     MONUMENTED       CGS
 BA0049  HISTORY     - 1958     GOOD             NGS
 BA0049  HISTORY     - 1967     MARK NOT FOUND   NGS
 BA0049  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0049
 BA0049                          STATION DESCRIPTION
 BA0049
 BA0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0049'6.75 MI N FROM PERSIMMON GAP.
 BA0049'ABOUT 5.95 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE TOP OF
 BA0049'PERSIMMON GAP, THENCE 0.8 MILE SOUTHEAST ALONG A GRADED DIRT ROAD. 55
 BA0049'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.5 MILE
 BA0049'SOUTHEAST OF THE CROSSING OF A POWER LINE, AT A WYE JUNCTION, 28 FEET
 BA0049'NORTHEAST OF THE CENTER LINE OF AN ABANDONED ROAD, ABOUT 0.3 MILE
 BA0049'NORTH OF B. M. Y 471, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 BA0049'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BA0049
 BA0049                          STATION RECOVERY (1967)
 BA0049
 BA0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BA0049'MARK NOT FOUND.
 BA0049
 BA0049                          STATION RECOVERY (2001)
 BA0049
 BA0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0049'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0149 ***********************************************************************
 BA0149  DESIGNATION -  X 742
 BA0149  PID         -  BA0149
 BA0149  STATE/COUNTY-  TX/BREWSTER
 BA0149  USGS QUAD   -  GLENN SPRING (1971)
 BA0149
 BA0149                         *CURRENT SURVEY CONTROL
 BA0149  ___________________________________________________________________
 BA0149* NAD 83(1986)-  29 10 24.     (N)    103 09 12.     (W)     SCALED    
 BA0149* NAVD 88     -       773.608  (meters)    2538.08   (feet)  ADJUSTED  
 BA0149  ___________________________________________________________________
 BA0149  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 BA0149  DYNAMIC HT  -         772.361 (meters)    2533.99  (feet)  COMP
 BA0149  MODELED GRAV-     979,006.1   (mgal)                       NAVD 88
 BA0149
 BA0149  VERT ORDER  -  FIRST     CLASS II
 BA0149
 BA0149.The horizontal coordinates were scaled from a topographic map and have
 BA0149.an estimated accuracy of +/- 6 seconds.
 BA0149
 BA0149.The orthometric height was determined by differential leveling
 BA0149.and adjusted by the National Geodetic Survey in June 1991..
 BA0149
 BA0149.The geoid height was determined by GEOID03.
 BA0149
 BA0149.The dynamic height is computed by dividing the NAVD 88
 BA0149.geopotential number by the normal gravity value computed on the
 BA0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0149.degrees latitude (g = 980.6199 gals.).
 BA0149
 BA0149.The modeled gravity was interpolated from observed gravity values.
 BA0149
 BA0149;                    North         East    Units  Estimated Accuracy
 BA0149;SPC TXSC     - 4,155,680.      196,120.      MT  (+/- 180 meters Scaled)
 BA0149
 BA0149                          SUPERSEDED SURVEY CONTROL
 BA0149
 BA0149  NGVD 29 (??/??/92)  773.223  (m)         2536.82   (f) ADJ UNCH    1 2
 BA0149
 BA0149.Superseded values are not recommended for survey control.
 BA0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0149.See file dsdata.txt to determine how the superseded data were derived.
 BA0149
 BA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN795286(NAD 83)
 BA0149_MARKER: DB = BENCH MARK DISK
 BA0149_SETTING: 80 = SET IN A BOULDER
 BA0149_SP_SET: BOULDER
 BA0149_STAMPING: X 742 1943
 BA0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0149+STABILITY: SURFACE MOTION
 BA0149
 BA0149  HISTORY     - Date     Condition        Report By
 BA0149  HISTORY     - 1943     MONUMENTED       CGS
 BA0149  HISTORY     - 1967     GOOD             NGS
 BA0149  HISTORY     - 20030423 GOOD             USPSQD
 BA0149
 BA0149                          STATION DESCRIPTION
 BA0149
 BA0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0149'28.45 MI S FROM PARK HEADQUARTERS.
 BA0149'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEDQUARTERS
 BA0149'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0149'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.4 MILES WEST ALONG
 BA0149'A DIRT ROAD, THENCE 7.55 MILE WEST ALONG A ABANDONED ROAD, 1.9 MILES
 BA0149'SOUTHEAST OF B. M. Z 742, IN THE TOP OF A 5 X 6 FOOT SANDSTONE
 BA0149'BOULDER, 128 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD ON THE
 BA0149'NORTHWEST SIDE OF A SMALL DRAW, 48 FEET SOUTHWEST OF THE CENTERLINE OF
 BA0149'A DIM TRACK ROAD LEADING NORTH, 11 FEET NORTHWEST OF THE CENTERLINE OF
 BA0149'THE DRAW, 3 FEET ABOVE THE GROUND, AND 2 FEET ABOVE THE LEVEL OF THE
 BA0149'ROAD.
 BA0149
 BA0149                          STATION RECOVERY (2003)
 BA0149
 BA0149'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0160 ***********************************************************************
 BP0160  DESIGNATION -  X 743
 BP0160  PID         -  BP0160
 BP0160  STATE/COUNTY-  TX/PECOS
 BP0160  USGS QUAD   -  LONGFELLOW (1968)
 BP0160
 BP0160                         *CURRENT SURVEY CONTROL
 BP0160  ___________________________________________________________________
 BP0160* NAD 83(1986)-  30 07 47.     (N)    102 39 32.     (W)     SCALED    
 BP0160* NAVD 88     -      1054.323  (meters)    3459.06   (feet)  ADJUSTED  
 BP0160  ___________________________________________________________________
 BP0160  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BP0160  DYNAMIC HT  -        1052.655 (meters)    3453.59  (feet)  COMP
 BP0160  MODELED GRAV-     979,023.3   (mgal)                       NAVD 88
 BP0160
 BP0160  VERT ORDER  -  FIRST     CLASS II
 BP0160
 BP0160.The horizontal coordinates were scaled from a topographic map and have
 BP0160.an estimated accuracy of +/- 6 seconds.
 BP0160
 BP0160.The orthometric height was determined by differential leveling
 BP0160.and adjusted by the National Geodetic Survey in June 1991..
 BP0160
 BP0160.The geoid height was determined by GEOID03.
 BP0160
 BP0160.The dynamic height is computed by dividing the NAVD 88
 BP0160.geopotential number by the normal gravity value computed on the
 BP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0160.degrees latitude (g = 980.6199 gals.).
 BP0160
 BP0160.The modeled gravity was interpolated from observed gravity values.
 BP0160
 BP0160;                    North         East    Units  Estimated Accuracy
 BP0160;SPC TX C     - 3,053,680.      475,930.      MT  (+/- 180 meters Scaled)
 BP0160
 BP0160                          SUPERSEDED SURVEY CONTROL
 BP0160
 BP0160  NGVD 29 (??/??/92) 1054.010  (m)         3458.03   (f) ADJ UNCH    1 2
 BP0160
 BP0160.Superseded values are not recommended for survey control.
 BP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0160.See file dsdata.txt to determine how the superseded data were derived.
 BP0160
 BP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP255354(NAD 83)
 BP0160_MARKER: DB = BENCH MARK DISK
 BP0160_SETTING: 66 = SET IN ROCK OUTCROP
 BP0160_SP_SET: LIMESTONE ROCK
 BP0160_STAMPING: X 743 1943
 BP0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0160+STABILITY: POSITION/ELEVATION WELL
 BP0160
 BP0160  HISTORY     - Date     Condition        Report By
 BP0160  HISTORY     - 1943     MONUMENTED       CGS
 BP0160  HISTORY     - 1958     GOOD             NGS
 BP0160  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0160
 BP0160                          STATION DESCRIPTION
 BP0160
 BP0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0160'3.9 MI SE FROM LONGFELLOW.
 BP0160'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0160'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 2.9 MILES SOUTH ALONG
 BP0160'A DIRT ROAD.  IN THE TOP OF A SMALL LIMESTONE ROCK, 99 FEET NORTH OF
 BP0160'THE CENTER LINE OF THE ROAD, ON THE SOUTH SLOPE OF A HILL, ABOUT 0.15
 BP0160'MILE EAST-NORTHEAST OF A CATTLE GUARD, 3 FEET EAST OF A WHITE WOODEN
 BP0160'WITNESS POST, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD.
 BP0160
 BP0160                          STATION RECOVERY (1981)
 BP0160
 BP0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0242 ***********************************************************************
 BA0242  DESIGNATION -  X 744
 BA0242  PID         -  BA0242
 BA0242  STATE/COUNTY-  TX/PRESIDIO
 BA0242  USGS QUAD   -  SAUCEDA RANCH (1971)
 BA0242
 BA0242                         *CURRENT SURVEY CONTROL
 BA0242  ___________________________________________________________________
 BA0242* NAD 83(1986)-  29 28 15.     (N)    103 57 34.     (W)     SCALED    
 BA0242* NAVD 88     -      1265.059  (meters)    4150.45   (feet)  ADJUSTED  
 BA0242  ___________________________________________________________________
 BA0242  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BA0242  DYNAMIC HT  -        1262.930 (meters)    4143.46  (feet)  COMP
 BA0242  MODELED GRAV-     978,915.8   (mgal)                       NAVD 88
 BA0242
 BA0242  VERT ORDER  -  FIRST     CLASS II
 BA0242
 BA0242.The horizontal coordinates were scaled from a topographic map and have
 BA0242.an estimated accuracy of +/- 6 seconds.
 BA0242
 BA0242.The orthometric height was determined by differential leveling
 BA0242.and adjusted by the National Geodetic Survey in June 1991..
 BA0242
 BA0242.The geoid height was determined by GEOID03.
 BA0242
 BA0242.The dynamic height is computed by dividing the NAVD 88
 BA0242.geopotential number by the normal gravity value computed on the
 BA0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0242.degrees latitude (g = 980.6199 gals.).
 BA0242
 BA0242.The modeled gravity was interpolated from observed gravity values.
 BA0242
 BA0242;                    North         East    Units  Estimated Accuracy
 BA0242;SPC TXSC     - 4,191,680.      119,170.      MT  (+/- 180 meters Scaled)
 BA0242
 BA0242                          SUPERSEDED SURVEY CONTROL
 BA0242
 BA0242  NGVD 29 (??/??/92) 1264.700  (m)         4149.27   (f) ADJ UNCH    1 2
 BA0242
 BA0242.Superseded values are not recommended for survey control.
 BA0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0242.See file dsdata.txt to determine how the superseded data were derived.
 BA0242
 BA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN008606(NAD 83)
 BA0242_MARKER: DB = BENCH MARK DISK
 BA0242_SETTING: 66 = SET IN ROCK OUTCROP
 BA0242_SP_SET: GRANITE ROCK OUTCROP
 BA0242_STAMPING: X 744 1943
 BA0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0242+STABILITY: POSITION/ELEVATION WELL
 BA0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BA0242+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 BA0242
 BA0242  HISTORY     - Date     Condition        Report By
 BA0242  HISTORY     - 1943     MONUMENTED       CGS
 BA0242  HISTORY     - 1958     GOOD             NGS
 BA0242  HISTORY     - 20020205 GOOD             USPSQD
 BA0242
 BA0242                          STATION DESCRIPTION
 BA0242
 BA0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0242'IN FOWLKES BROS RANCH.
 BA0242'AT THE FOWLKES BROS. RANCH, 300 FEET WEST OF THE RANCH HOUSE, IN THE
 BA0242'TOP OF A LARGE GRANITE ROCK OUTCROP, 15 FEET NORTH OF THE CENTER LINE
 BA0242'OF THE ROAD, 168 FEET NORTH OF AND ACROSS THE ROAD FROM A SMALL ROCKY
 BA0242'HILL, 173 FEET WEST OF THE CENTER LINE OF A LARGE WASH.
 BA0242
 BA0242                          STATION RECOVERY (2002)
 BA0242
 BA0242'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BA0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0006 ***********************************************************************
 BA0006  DESIGNATION -  X 745
 BA0006  PID         -  BA0006
 BA0006  STATE/COUNTY-  TX/BREWSTER
 BA0006  USGS QUAD   -  YELLOW HOUSE PEAK (1983)
 BA0006
 BA0006                         *CURRENT SURVEY CONTROL
 BA0006  ___________________________________________________________________
 BA0006* NAD 83(1986)-  29 50 00.     (N)    102 55 02.     (W)     SCALED    
 BA0006* NAVD 88     -       879.991  (meters)    2887.10   (feet)  ADJUSTED  
 BA0006  ___________________________________________________________________
 BA0006  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0006  DYNAMIC HT  -         878.611 (meters)    2882.58  (feet)  COMP
 BA0006  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 BA0006
 BA0006  VERT ORDER  -  FIRST     CLASS II
 BA0006
 BA0006.The horizontal coordinates were scaled from a topographic map and have
 BA0006.an estimated accuracy of +/- 6 seconds.
 BA0006
 BA0006.The orthometric height was determined by differential leveling
 BA0006.and adjusted by the National Geodetic Survey in June 1991..
 BA0006
 BA0006.The geoid height was determined by GEOID03.
 BA0006
 BA0006.The dynamic height is computed by dividing the NAVD 88
 BA0006.geopotential number by the normal gravity value computed on the
 BA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0006.degrees latitude (g = 980.6199 gals.).
 BA0006
 BA0006.The modeled gravity was interpolated from observed gravity values.
 BA0006
 BA0006;                    North         East    Units  Estimated Accuracy
 BA0006;SPC TXSC     - 4,228,000.      221,520.      MT  (+/- 180 meters Scaled)
 BA0006
 BA0006                          SUPERSEDED SURVEY CONTROL
 BA0006
 BA0006  NGVD 29 (??/??/92)  879.674  (m)         2886.06   (f) ADJ UNCH    1 2
 BA0006
 BA0006.Superseded values are not recommended for survey control.
 BA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0006.See file dsdata.txt to determine how the superseded data were derived.
 BA0006
 BA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP012021(NAD 83)
 BA0006_MARKER: DB = BENCH MARK DISK
 BA0006_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0006_SP_SET: UNSPECIFIED ROCK
 BA0006_STAMPING: X 745 1943
 BA0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0006
 BA0006  HISTORY     - Date     Condition        Report By
 BA0006  HISTORY     - 1943     MONUMENTED       CGS
 BA0006  HISTORY     - 1966     GOOD             NGS
 BA0006  HISTORY     - 1976     GOOD             USGS
 BA0006  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0006
 BA0006                          STATION DESCRIPTION
 BA0006
 BA0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0006'22.1 MI NE FROM PERSIMMON GAP.
 BA0006'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0006'PERSIMMON GAP, THENCE 12.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0006'THENCE 3.65 MILES NORTHEAST ALONG THE OLD ROAD BED, IN THE TOP OF A
 BA0006'LIMESTONE ROCK PROJECTING 8 INCHES, 53 FEET NORTHWEST OF THE
 BA0006'CENTERLINE OF THE ROAD, ON THE SOUTHEAST SLOPE OF A MESA, AND 6 FEET
 BA0006'ABOVE THE LEVEL OF THE ROAD.
 BA0006
 BA0006                          STATION RECOVERY (1976)
 BA0006
 BA0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0006'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0006'OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO WEST ON
 BA0006'THE COUNTY ROAD FOR 1.3 MILES TO A WASH AND A DIRT ROAD RIGHT. TURN
 BA0006'RIGHT AND GO NORTHWEST THEN NORTHEAST ON THE DIRT ROAD FOR 1.5 MILES
 BA0006'TO AN EAST WEST FENCE AND CATTLE GUARD. CONTINUE NORTHEASTERLY ON THE
 BA0006'DIRT ROAD FOR 0.1 MILE A TRACK ROAD INTERSECTION. TURN RIGHT AND GO
 BA0006'NORTHEAST ON THE TRACK ROAD FOR 0.7 MILE TO THE BASE OF A HILL AND A
 BA0006'LOW CHECKDAM RUNNING TO THE SOUTHWEST. THE MARK IS 68 FEET NORTHEAST
 BA0006'OF THE INTERSECTION OF THE ROAD AND THE CHECKDAM, 45 FEET NORTHWEST
 BA0006'OF THE CENTERLINE OF THE ROAD AND IS 11.4 FEET HIGHER THAN THE
 BA0006'INTERSECTION. IT IS A STANDARD DISK SET IN A DRILL HOLE IN A
 BA0006'LIMESTONE OUTCROP PROJECTING 8 INCHES, STAMPED X 745 1943.
 BA0006
 BA0006                          STATION RECOVERY (2001)
 BA0006
 BA0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0006'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0122 ***********************************************************************
 BA0122  DESIGNATION -  X 746
 BA0122  PID         -  BA0122
 BA0122  STATE/COUNTY-  TX/BREWSTER
 BA0122  USGS QUAD   -  REED CAMP (1971)
 BA0122
 BA0122                         *CURRENT SURVEY CONTROL
 BA0122  ___________________________________________________________________
 BA0122* NAD 83(1986)-  29 01 31.     (N)    103 22 19.     (W)     SCALED    
 BA0122* NAVD 88     -       636.260  (meters)    2087.46   (feet)  ADJUSTED  
 BA0122  ___________________________________________________________________
 BA0122  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 BA0122  DYNAMIC HT  -         635.232 (meters)    2084.09  (feet)  COMP
 BA0122  MODELED GRAV-     979,009.0   (mgal)                       NAVD 88
 BA0122
 BA0122  VERT ORDER  -  FIRST     CLASS II
 BA0122
 BA0122.The horizontal coordinates were scaled from a topographic map and have
 BA0122.an estimated accuracy of +/- 6 seconds.
 BA0122
 BA0122.The orthometric height was determined by differential leveling
 BA0122.and adjusted by the National Geodetic Survey in June 1991..
 BA0122
 BA0122.The geoid height was determined by GEOID03.
 BA0122
 BA0122.The dynamic height is computed by dividing the NAVD 88
 BA0122.geopotential number by the normal gravity value computed on the
 BA0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0122.degrees latitude (g = 980.6199 gals.).
 BA0122
 BA0122.The modeled gravity was interpolated from observed gravity values.
 BA0122
 BA0122;                    North         East    Units  Estimated Accuracy
 BA0122;SPC TXSC     - 4,140,060.      174,260.      MT  (+/- 180 meters Scaled)
 BA0122
 BA0122                          SUPERSEDED SURVEY CONTROL
 BA0122
 BA0122  NGVD 29 (??/??/92)  635.868  (m)         2086.18   (f) ADJ UNCH    1 2
 BA0122
 BA0122.Superseded values are not recommended for survey control.
 BA0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0122.See file dsdata.txt to determine how the superseded data were derived.
 BA0122
 BA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN585118(NAD 83)
 BA0122_MARKER: DB = BENCH MARK DISK
 BA0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0122_STAMPING: X 746 1943
 BA0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0122+STABILITY: SURFACE MOTION
 BA0122
 BA0122  HISTORY     - Date     Condition        Report By
 BA0122  HISTORY     - 1943     MONUMENTED       CGS
 BA0122  HISTORY     - 1958     GOOD             NGS
 BA0122
 BA0122                          STATION DESCRIPTION
 BA0122
 BA0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0122'14.4 MI SE FROM CASTOLON.
 BA0122'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0122'OFFICE AT CASTOLON, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 51
 BA0122'FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, ABOUT 0.15 MILE
 BA0122'NORTHWEST OF AN ABANDONED ADOBE HOUSE, ON THE OUTSIDE OF A CURVE, 1
 BA0122'1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 BA0122'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BA0122'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0186 ***********************************************************************
 BA0186  DESIGNATION -  X 747
 BA0186  PID         -  BA0186
 BA0186  STATE/COUNTY-  TX/BREWSTER
 BA0186  USGS QUAD   -  GRAPEVINE HILLS (1971)
 BA0186
 BA0186                         *CURRENT SURVEY CONTROL
 BA0186  ___________________________________________________________________
 BA0186* NAD 83(1986)-  29 27 59.     (N)    103 08 16.     (W)     SCALED    
 BA0186* NAVD 88     -       869.723  (meters)    2853.42   (feet)  ADJUSTED  
 BA0186  ___________________________________________________________________
 BA0186  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 BA0186  DYNAMIC HT  -         868.322 (meters)    2848.82  (feet)  COMP
 BA0186  MODELED GRAV-     979,002.9   (mgal)                       NAVD 88
 BA0186
 BA0186  VERT ORDER  -  FIRST     CLASS II
 BA0186
 BA0186.The horizontal coordinates were scaled from a topographic map and have
 BA0186.an estimated accuracy of +/- 6 seconds.
 BA0186
 BA0186.The orthometric height was determined by differential leveling
 BA0186.and adjusted by the National Geodetic Survey in June 1991..
 BA0186
 BA0186.The geoid height was determined by GEOID03.
 BA0186
 BA0186.The dynamic height is computed by dividing the NAVD 88
 BA0186.geopotential number by the normal gravity value computed on the
 BA0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0186.degrees latitude (g = 980.6199 gals.).
 BA0186
 BA0186.The modeled gravity was interpolated from observed gravity values.
 BA0186
 BA0186;                    North         East    Units  Estimated Accuracy
 BA0186;SPC TXSC     - 4,188,080.      198,780.      MT  (+/- 180 meters Scaled)
 BA0186
 BA0186                          SUPERSEDED SURVEY CONTROL
 BA0186
 BA0186  NGVD 29 (??/??/92)  869.348  (m)         2852.19   (f) ADJ UNCH    1 2
 BA0186
 BA0186.Superseded values are not recommended for survey control.
 BA0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0186.See file dsdata.txt to determine how the superseded data were derived.
 BA0186
 BA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN805611(NAD 83)
 BA0186_MARKER: DB = BENCH MARK DISK
 BA0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0186_STAMPING: X 747 1943
 BA0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0186+STABILITY: SURFACE MOTION
 BA0186
 BA0186  HISTORY     - Date     Condition        Report By
 BA0186  HISTORY     - 1943     MONUMENTED       CGS
 BA0186  HISTORY     - 1967     GOOD             NGS
 BA0186
 BA0186                          STATION DESCRIPTION
 BA0186
 BA0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0186'15.0 MI S FROM PERSIMMON GAP.
 BA0186'ABOUT 15.0 MILES SOUTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0186'PERSIMMON GAP, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 0.15
 BA0186'MILES SOUTH OF A CURVE, 0.4 MILES SOUTH OF A DIP IN THE HIGHWAY, 146
 BA0186'YARDS EAST OF A SMALL SHALE HILL, 1 FOOT EAST OF A WHITE WOODEN
 BA0186'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 BA0186'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0022 ***********************************************************************
 BA0022  DESIGNATION -  X 748
 BA0022  PID         -  BA0022
 BA0022  STATE/COUNTY-  TX/BREWSTER
 BA0022  USGS QUAD   -  SAN FRANCISCO SHUTUP (1983)
 BA0022
 BA0022                         *CURRENT SURVEY CONTROL
 BA0022  ___________________________________________________________________
 BA0022* NAD 83(1986)-  29 55 03.     (N)    102 44 06.     (W)     SCALED    
 BA0022* NAVD 88     -       859.687  (meters)    2820.49   (feet)  ADJUSTED  
 BA0022  ___________________________________________________________________
 BA0022  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 BA0022  DYNAMIC HT  -         858.351 (meters)    2816.11  (feet)  COMP
 BA0022  MODELED GRAV-     979,059.2   (mgal)                       NAVD 88
 BA0022
 BA0022  VERT ORDER  -  FIRST     CLASS II
 BA0022
 BA0022.The horizontal coordinates were scaled from a topographic map and have
 BA0022.an estimated accuracy of +/- 6 seconds.
 BA0022
 BA0022.The orthometric height was determined by differential leveling
 BA0022.and adjusted by the National Geodetic Survey in June 1991..
 BA0022
 BA0022.The geoid height was determined by GEOID03.
 BA0022
 BA0022.The dynamic height is computed by dividing the NAVD 88
 BA0022.geopotential number by the normal gravity value computed on the
 BA0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0022.degrees latitude (g = 980.6199 gals.).
 BA0022
 BA0022.The modeled gravity was interpolated from observed gravity values.
 BA0022
 BA0022;                    North         East    Units  Estimated Accuracy
 BA0022;SPC TXSC     - 4,236,740.      239,420.      MT  (+/- 180 meters Scaled)
 BA0022
 BA0022                          SUPERSEDED SURVEY CONTROL
 BA0022
 BA0022  NGVD 29 (??/??/92)  859.392  (m)         2819.52   (f) ADJ UNCH    1 2
 BA0022
 BA0022.Superseded values are not recommended for survey control.
 BA0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0022.See file dsdata.txt to determine how the superseded data were derived.
 BA0022
 BA0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP186118(NAD 83)
 BA0022_MARKER: DB = BENCH MARK DISK
 BA0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0022_STAMPING: X 748 1943
 BA0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0022+STABILITY: SURFACE MOTION
 BA0022
 BA0022  HISTORY     - Date     Condition        Report By
 BA0022  HISTORY     - 1943     MONUMENTED       CGS
 BA0022  HISTORY     - 1958     GOOD             NGS
 BA0022
 BA0022                          STATION DESCRIPTION
 BA0022
 BA0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0022'4.1 MI SW FROM SLAUGHTER RANCH HDQ.
 BA0022'ABOUT 4.1 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE SLAUGHTER RANCH
 BA0022'HDQ., 21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 85 YARDS
 BA0022'SOUTH OF A LARGE CONCRETE TANK ON A HILL, 16 FEET NORTH OF THE NORTH
 BA0022'END OF A WOODEN GATE ACROSS THE ROAD, 2 1/2 FEET EAST OF A FENCE, 2
 BA0022'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BA0022'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0208 ***********************************************************************
 BA0208  DESIGNATION -  X 749
 BA0208  PID         -  BA0208
 BA0208  STATE/COUNTY-  TX/BREWSTER
 BA0208  USGS QUAD   -  LAJITAS (1971)
 BA0208
 BA0208                         *CURRENT SURVEY CONTROL
 BA0208  ___________________________________________________________________
 BA0208* NAD 83(1986)-  29 19 11.     (N)    103 46 56.     (W)     SCALED    
 BA0208* NAVD 88     -       841.681  (meters)    2761.42   (feet)  POSTED    
 BA0208  ___________________________________________________________________
 BA0208  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BA0208  DYNAMIC HT  -         840.320 (meters)    2756.95  (feet)  COMP
 BA0208  MODELED GRAV-     978,993.2   (mgal)                       NAVD 88
 BA0208
 BA0208  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0208
 BA0208.The horizontal coordinates were scaled from a topographic map and have
 BA0208.an estimated accuracy of +/- 6 seconds.
 BA0208
 BA0208.The orthometric height was determined by differential leveling
 BA0208.and adjusted by the National Geodetic Survey in 1992..
 BA0208.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0208.rate of 4.1 thru 8.0 mm/km.
 BA0208
 BA0208.The geoid height was determined by GEOID03.
 BA0208
 BA0208.The dynamic height is computed by dividing the NAVD 88
 BA0208.geopotential number by the normal gravity value computed on the
 BA0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0208.degrees latitude (g = 980.6199 gals.).
 BA0208
 BA0208.The modeled gravity was interpolated from observed gravity values.
 BA0208
 BA0208;                    North         East    Units  Estimated Accuracy
 BA0208;SPC TXSC     - 4,174,230.      135,660.      MT  (+/- 180 meters Scaled)
 BA0208
 BA0208                          SUPERSEDED SURVEY CONTROL
 BA0208
 BA0208  NGVD 29 (??/??/92)  841.301  (m)         2760.17   (f) ADJ UNCH    1 2
 BA0208
 BA0208.Superseded values are not recommended for survey control.
 BA0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0208.See file dsdata.txt to determine how the superseded data were derived.
 BA0208
 BA0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN182440(NAD 83)
 BA0208_MARKER: DB = BENCH MARK DISK
 BA0208_SETTING: 66 = SET IN ROCK OUTCROP
 BA0208_SP_SET: LIMESTONE ROCK
 BA0208_STAMPING: X 749 1943
 BA0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0208+STABILITY: POSITION/ELEVATION WELL
 BA0208
 BA0208  HISTORY     - Date     Condition        Report By
 BA0208  HISTORY     - 1943     MONUMENTED       CGS
 BA0208  HISTORY     - 1967     GOOD             NGS
 BA0208  HISTORY     - 20010331 GOOD             NGS
 BA0208
 BA0208                          STATION DESCRIPTION
 BA0208
 BA0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0208'3.05 MI SE FROM FRESNO MINE OFFICE.
 BA0208'ABOUT 3.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE FRESNO
 BA0208'MINE OFFICE, IN THE TOP OF A SMALL LIMESTONE ROCK IN A SMALL ROCKY
 BA0208'WASH, 62 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT THE JUNCTION OF
 BA0208'THE ROAD LEADING SOUTH TO LAJITAS, 215 FEET EAST OF THE NORTH END OF A
 BA0208'CATTLE GUARD, 26 FEET NORTH OF A FENCE, 28 1/2 FEET NORTH OF A WHITE
 BA0208'WOODEN WITNESS POST, PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE
 BA0208'ROAD.
 BA0208
 BA0208                          STATION RECOVERY (2001)
 BA0208
 BA0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0208'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0525 ***********************************************************************
 CA0525  DESIGNATION -  X 75
 CA0525  PID         -  CA0525
 CA0525  STATE/COUNTY-  TX/MCCULLOCH
 CA0525  USGS QUAD   -  BRADY NORTH (1987)
 CA0525
 CA0525                         *CURRENT SURVEY CONTROL
 CA0525  ___________________________________________________________________
 CA0525* NAD 83(1986)-  31 08 06.     (N)    099 20 11.     (W)     SCALED    
 CA0525* NAVD 88     -       509.567  (meters)    1671.80   (feet)  ADJUSTED  
 CA0525  ___________________________________________________________________
 CA0525  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CA0525  DYNAMIC HT  -         508.885 (meters)    1669.57  (feet)  COMP
 CA0525  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 CA0525
 CA0525  VERT ORDER  -  FIRST     CLASS II
 CA0525
 CA0525.The horizontal coordinates were scaled from a topographic map and have
 CA0525.an estimated accuracy of +/- 6 seconds.
 CA0525
 CA0525.The orthometric height was determined by differential leveling
 CA0525.and adjusted by the National Geodetic Survey in June 1991..
 CA0525
 CA0525.The geoid height was determined by GEOID03.
 CA0525
 CA0525.The dynamic height is computed by dividing the NAVD 88
 CA0525.geopotential number by the normal gravity value computed on the
 CA0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0525.degrees latitude (g = 980.6199 gals.).
 CA0525
 CA0525.The modeled gravity was interpolated from observed gravity values.
 CA0525
 CA0525;                    North         East    Units  Estimated Accuracy
 CA0525;SPC TX C     - 3,163,200.      795,070.      MT  (+/- 180 meters Scaled)
 CA0525
 CA0525                          SUPERSEDED SURVEY CONTROL
 CA0525
 CA0525  NGVD 29 (??/??/92)  509.532  (m)         1671.69   (f) ADJ UNCH    1 2
 CA0525
 CA0525.Superseded values are not recommended for survey control.
 CA0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0525.See file dsdata.txt to determine how the superseded data were derived.
 CA0525
 CA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV679446(NAD 83)
 CA0525_MARKER: DB = BENCH MARK DISK
 CA0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0525_SP_SET: STEP
 CA0525_STAMPING: 1671.690 X 75 1931
 CA0525_MARK LOGO: CGS   
 CA0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0525+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0525
 CA0525  HISTORY     - Date     Condition        Report By
 CA0525  HISTORY     - 1931     MONUMENTED       CGS
 CA0525  HISTORY     - 1935     GOOD             NGS
 CA0525  HISTORY     - 1981     GOOD             NGS
 CA0525  HISTORY     - 19950827 GOOD             USPSQD
 CA0525  HISTORY     - 20060318 GOOD             USPSQD
 CA0525
 CA0525                          STATION DESCRIPTION
 CA0525
 CA0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0525'IN BRADY.
 CA0525'AT BRADY, MCCULLOCH COUNTY, AT THE ENTRANCE TO THE CITY HALL, AND IN
 CA0525'THE WEST END OF THE TOP STEP.  A STANDARD DISK, STAMPED 1671.690 X 75
 CA0525'1931.
 CA0525
 CA0525                          STATION RECOVERY (1935)
 CA0525
 CA0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0525'RECOVERED IN GOOD CONDITION.
 CA0525
 CA0525                          STATION RECOVERY (1981)
 CA0525
 CA0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0525'0.1 KM (0.05 MI) WEST ALONG U. S. HIGHWAY 87 FROM THE COURTHOUSE IN
 CA0525'BRADY, IN TOP OF THE WEST END OF THE STEP AT THE SOUTH ENTRANCE TO THE
 CA0525'CITY HALL.
 CA0525'THE MARK IS ABOVE LEVEL WITH A SIDEWALK.
 CA0525
 CA0525                          STATION RECOVERY (1995)
 CA0525
 CA0525'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0525'RECOVERED IN GOOD CONDITION.
 CA0525
 CA0525                          STATION RECOVERY (2006)
 CA0525
 CA0525'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0525'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0233 ***********************************************************************
 BA0233  DESIGNATION -  X 750
 BA0233  PID         -  BA0233
 BA0233  STATE/COUNTY-  TX/BREWSTER
 BA0233  USGS QUAD   -  CASTOLON (1971)
 BA0233
 BA0233                         *CURRENT SURVEY CONTROL
 BA0233  ___________________________________________________________________
 BA0233* NAD 83(1986)-  29 10 25.     (N)    103 32 27.     (W)     SCALED    
 BA0233* NAVD 88     -       671.741  (meters)    2203.87   (feet)  ADJUSTED  
 BA0233  ___________________________________________________________________
 BA0233  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BA0233  DYNAMIC HT  -         670.658 (meters)    2200.32  (feet)  COMP
 BA0233  MODELED GRAV-     979,010.5   (mgal)                       NAVD 88
 BA0233
 BA0233  VERT ORDER  -  FIRST     CLASS II
 BA0233
 BA0233.The horizontal coordinates were scaled from a topographic map and have
 BA0233.an estimated accuracy of +/- 6 seconds.
 BA0233
 BA0233.The orthometric height was determined by differential leveling
 BA0233.and adjusted by the National Geodetic Survey in June 1991..
 BA0233
 BA0233.The geoid height was determined by GEOID03.
 BA0233
 BA0233.The dynamic height is computed by dividing the NAVD 88
 BA0233.geopotential number by the normal gravity value computed on the
 BA0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0233.degrees latitude (g = 980.6199 gals.).
 BA0233
 BA0233.The modeled gravity was interpolated from observed gravity values.
 BA0233
 BA0233;                    North         East    Units  Estimated Accuracy
 BA0233;SPC TXSC     - 4,157,110.      158,460.      MT  (+/- 180 meters Scaled)
 BA0233
 BA0233                          SUPERSEDED SURVEY CONTROL
 BA0233
 BA0233  NGVD 29 (??/??/92)  671.332  (m)         2202.53   (f) ADJ UNCH    1 2
 BA0233
 BA0233.Superseded values are not recommended for survey control.
 BA0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0233.See file dsdata.txt to determine how the superseded data were derived.
 BA0233
 BA0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN418281(NAD 83)
 BA0233_MARKER: DB = BENCH MARK DISK
 BA0233_SETTING: 66 = SET IN ROCK OUTCROP
 BA0233_SP_SET: BOULDER
 BA0233_STAMPING: X 750 1943
 BA0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0233+STABILITY: POSITION/ELEVATION WELL
 BA0233
 BA0233  HISTORY     - Date     Condition        Report By
 BA0233  HISTORY     - 1943     MONUMENTED       CGS
 BA0233  HISTORY     - 1958     GOOD             NGS
 BA0233
 BA0233                          STATION DESCRIPTION
 BA0233
 BA0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0233'4.1 MI NW FROM CASTOLON.
 BA0233'ABOUT 4.1 MILES NORTHWEST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0233'OFFICE AT CASTOLON, SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE
 BA0233'SANDSTONE BOULDER, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 8
 BA0233'FEET SOUTHEAST OF THE NORTHEAST END OF THE BOULDER, 3 FEET ABOVE THE
 BA0233'GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3923 ***********************************************************************
 AW3923  DESIGNATION -  X 753
 AW3923  PID         -  AW3923
 AW3923  STATE/COUNTY-  TX/BRAZORIA
 AW3923  USGS QUAD   -  ANGLETON (1974)
 AW3923
 AW3923                         *CURRENT SURVEY CONTROL
 AW3923  ___________________________________________________________________
 AW3923* NAD 83(1986)-  29 09 30.     (N)    095 25 56.     (W)     SCALED    
 AW3923* NAVD 88     -         8.65   (+/-2cm)      28.4    (feet)  VERTCON   
 AW3923  ___________________________________________________________________
 AW3923  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW3923
 AW3923  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3923
 AW3923.The horizontal coordinates were scaled from a topographic map and have
 AW3923.an estimated accuracy of +/- 6 seconds.
 AW3923
 AW3923.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3923.The vertical order pertains to the NGVD 29 superseded value.
 AW3923
 AW3923.The geoid height was determined by GEOID03.
 AW3923
 AW3923;                    North         East    Units  Estimated Accuracy
 AW3923;SPC TXSC     - 4,152,140.      947,010.      MT  (+/- 180 meters Scaled)
 AW3923
 AW3923                          SUPERSEDED SURVEY CONTROL
 AW3923
 AW3923  NGVD 29 (??/??/92)    8.655  (m)           28.40   (f) ADJ UNCH    1 2
 AW3923
 AW3923.Superseded values are not recommended for survey control.
 AW3923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3923.See file dsdata.txt to determine how the superseded data were derived.
 AW3923
 AW3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN634279(NAD 83)
 AW3923_MARKER: DB = BENCH MARK DISK
 AW3923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3923_STAMPING: X 753 1942
 AW3923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3923+STABILITY: SURFACE MOTION
 AW3923
 AW3923  HISTORY     - Date     Condition        Report By
 AW3923  HISTORY     - 1942     MONUMENTED       CGS
 AW3923  HISTORY     - 1967     GOOD             NGS
 AW3923  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW3923
 AW3923                          STATION DESCRIPTION
 AW3923
 AW3923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW3923'IN ANGLETON.
 AW3923'AT ANGLETON, 111 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE ST.
 AW3923'LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION, 62 FEET NORTHWEST OF
 AW3923'THE NORTHWEST RAIL OF THE MAIN TRACK, 31 FEET NORTHEAST OF THE CENTER
 AW3923'LINE OF A SHELL ROAD, 4 FEET NORTHEAST OF A POWER POLE, 1 FOOT
 AW3923'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW3923'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AW3923
 AW3923                          STATION RECOVERY (1997)
 AW3923
 AW3923'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1207 ***********************************************************************
 AW1207  DESIGNATION -  X 754
 AW1207  PID         -  AW1207
 AW1207  STATE/COUNTY-  TX/MATAGORDA
 AW1207  USGS QUAD   -  ASHWOOD (1980)
 AW1207
 AW1207                         *CURRENT SURVEY CONTROL
 AW1207  ___________________________________________________________________
 AW1207* NAD 83(1986)-  29 01 31.     (N)    095 47 36.     (W)     SCALED    
 AW1207* NAVD 88     -         9.98   (+/-2cm)      32.7    (feet)  VERTCON   
 AW1207  ___________________________________________________________________
 AW1207  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW1207
 AW1207  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1207
 AW1207.The horizontal coordinates were scaled from a topographic map and have
 AW1207.an estimated accuracy of +/- 6 seconds.
 AW1207
 AW1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1207.The vertical order pertains to the NGVD 29 superseded value.
 AW1207
 AW1207.The geoid height was determined by GEOID03.
 AW1207
 AW1207;                    North         East    Units  Estimated Accuracy
 AW1207;SPC TXSC     - 4,136,380.      912,300.      MT  (+/- 180 meters Scaled)
 AW1207
 AW1207                          SUPERSEDED SURVEY CONTROL
 AW1207
 AW1207  NGVD 29 (??/??/92)   10.002  (m)           32.81   (f) ADJ UNCH    1 1
 AW1207
 AW1207.Superseded values are not recommended for survey control.
 AW1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1207.See file dsdata.txt to determine how the superseded data were derived.
 AW1207
 AW1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN279140(NAD 83)
 AW1207_MARKER: DB = BENCH MARK DISK
 AW1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1207_STAMPING: X 754 1943
 AW1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1207+STABILITY: SURFACE MOTION
 AW1207
 AW1207  HISTORY     - Date     Condition        Report By
 AW1207  HISTORY     - 1943     MONUMENTED       CGS
 AW1207  HISTORY     - 1972     GOOD             NGS
 AW1207  HISTORY     - 1978     GOOD             NGS
 AW1207  HISTORY     - 1990     GOOD             USPSQD
 AW1207
 AW1207                          STATION DESCRIPTION
 AW1207
 AW1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1207'5.7 MI SW FROM SWEENY.
 AW1207'5.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1207'STATION AT SWEENY, 0.2 MILE SOUTHWEST OF THE JUNCTION OF A ROAD SOUTH
 AW1207'TO AMOCO PRODUCTION COMPANY LEASE, 7 FEET EAST OF MILEPOLE 295, 35
 AW1207'FEET NORTHWEST OF THE NORTHWEST RAIL, 3.2 FEET SOUTHEAST OF A FENCE,
 AW1207'0.6 FOOT NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 AW1207'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 AW1207'THE GROUND.
 AW1207
 AW1207                          STATION RECOVERY (1978)
 AW1207
 AW1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1207'RECOVERED IN GOOD CONDITION.
 AW1207
 AW1207                          STATION RECOVERY (1990)
 AW1207
 AW1207'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0150 ***********************************************************************
 AM0150  DESIGNATION -  X 755
 AM0150  PID         -  AM0150
 AM0150  STATE/COUNTY-  TX/MATAGORDA
 AM0150  USGS QUAD   -  MATAGORDA (1972)
 AM0150
 AM0150                         *CURRENT SURVEY CONTROL
 AM0150  ___________________________________________________________________
 AM0150* NAD 83(1986)-  28 44 33.     (N)    095 55 59.     (W)     SCALED    
 AM0150* NAVD 88     -         2.58   (+/-2cm)       8.5    (feet)  VERTCON   
 AM0150  ___________________________________________________________________
 AM0150  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0150
 AM0150  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0150
 AM0150.The horizontal coordinates were scaled from a topographic map and have
 AM0150.an estimated accuracy of +/- 6 seconds.
 AM0150
 AM0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0150.The vertical order pertains to the NGVD 29 superseded value.
 AM0150
 AM0150.The geoid height was determined by GEOID03.
 AM0150
 AM0150;                    North         East    Units  Estimated Accuracy
 AM0150;SPC TXSC     - 4,104,690.      899,520.      MT  (+/- 180 meters Scaled)
 AM0150
 AM0150                          SUPERSEDED SURVEY CONTROL
 AM0150
 AM0150  NGVD 29 (??/??/92)    2.628  (m)            8.62   (f) ADJ UNCH    1 2
 AM0150
 AM0150.Superseded values are not recommended for survey control.
 AM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0150.See file dsdata.txt to determine how the superseded data were derived.
 AM0150
 AM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM135829(NAD 83)
 AM0150_MARKER: DB = BENCH MARK DISK
 AM0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0150_STAMPING: X 755 1943
 AM0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0150+STABILITY: SURFACE MOTION
 AM0150
 AM0150  HISTORY     - Date     Condition        Report By
 AM0150  HISTORY     - 1943     MONUMENTED       CGS
 AM0150  HISTORY     - 1951     GOOD             NGS
 AM0150  HISTORY     - 1978     GOOD             NGS
 AM0150
 AM0150                          STATION DESCRIPTION
 AM0150
 AM0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0150'3.9 MI NE FROM MATAGORDA.
 AM0150'3.9 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AM0150'FROM THE STATION AT MATAGORDA, 234 FEET SOUTHWEST OF THE SOUTHWEST
 AM0150'CORNER OF BRIDGE 85-C, 92 FEET NORTHWEST OF AND ACROSS THE TRACK FROM
 AM0150'MILEPOST 86. 44.9 FEET WEST OF THE WEST RAIL, 3 FEET EAST OF A FENCE,
 AM0150'3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AM0150'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AM0150
 AM0150                          STATION RECOVERY (1978)
 AM0150
 AM0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0150'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 60 FROM THE JUNCTION OF
 AM0150'MARKET STREET IN MATAGORDA, THENCE 3.1 MILES NORTHEAST ALONG THE
 AM0150'GULF COLORADO AND SANTA FE RAILROAD, 234 FT. SOUTHWEST OF THE
 AM0150'SOUTHWEST CORNER OF BRIDGE 85-C, 92 FT. NORTHEAST OF MILEPOST 86, 44
 AM0150'FT. WEST OF THE WEST RAIL, 1 FT. SOUTHEAST OF A 1-INCH GALVANIZED
 AM0150'WATER PIPE WHICH PROJECTS 2 FT. ABOVE THE GROUND, THIS BENCH MARK
 AM0150'IS INACCESSIBLE TO THE NEW LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4356 ***********************************************************************
 AW4356  DESIGNATION -  X 756
 AW4356  PID         -  AW4356
 AW4356  STATE/COUNTY-  TX/BRAZORIA
 AW4356  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4356
 AW4356                         *CURRENT SURVEY CONTROL
 AW4356  ___________________________________________________________________
 AW4356* NAD 83(1986)-  29 08 25.     (N)    095 35 57.     (W)     SCALED    
 AW4356* NAVD 88     -         8.72   (+/-2cm)      28.6    (feet)  VERTCON   
 AW4356  ___________________________________________________________________
 AW4356  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW4356
 AW4356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4356
 AW4356.The horizontal coordinates were scaled from a topographic map and have
 AW4356.an estimated accuracy of +/- 6 seconds.
 AW4356
 AW4356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4356.The vertical order pertains to the NGVD 29 superseded value.
 AW4356
 AW4356.The geoid height was determined by GEOID03.
 AW4356
 AW4356;                    North         East    Units  Estimated Accuracy
 AW4356;SPC TXSC     - 4,149,660.      930,840.      MT  (+/- 180 meters Scaled)
 AW4356
 AW4356                          SUPERSEDED SURVEY CONTROL
 AW4356
 AW4356  NGVD 29 (??/??/92)    8.73   (m)           28.6    (f) COMPUTED    2 0
 AW4356
 AW4356.Superseded values are not recommended for survey control.
 AW4356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4356.See file dsdata.txt to determine how the superseded data were derived.
 AW4356
 AW4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN471263(NAD 83)
 AW4356_MARKER: DB = BENCH MARK DISK
 AW4356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4356_SP_SET: BRIDGE
 AW4356_STAMPING: X 756 1943
 AW4356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4356
 AW4356  HISTORY     - Date     Condition        Report By
 AW4356  HISTORY     - 1943     MONUMENTED       CGS
 AW4356  HISTORY     - 19980305 GOOD             USPSQD
 AW4356
 AW4356                          STATION DESCRIPTION
 AW4356
 AW4356'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4356'0.9 MI NE FROM EAST COLUMBIA.
 AW4356'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4356'COLUMBIA.  PROCEED NORTHEASTERLY 0.9 MILE ALONG STATE HIGHWAY NO. 35
 AW4356'TO A CONCRETE BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4
 AW4356'MILE NORTHEAST OF A GROUP OF OIL-STORAGE TANKS, 100.0 FEET SOUTHEAST
 AW4356'OF RAILROAD BRIDGE NO. 49-2, 12.0 FEET NORTHWEST OF THE CENTERLINE OF
 AW4356'THE HIGHWAY AND IS SET HORIZONTALLY IN THE TOP NORTHWEST END OF THE
 AW4356'SOUTHWEST ABUTMENT OF THE CONCRETE BRIDGE.
 AW4356
 AW4356                          STATION RECOVERY (1998)
 AW4356
 AW4356'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4324 ***********************************************************************
 AW4324  DESIGNATION -  X 757
 AW4324  PID         -  AW4324
 AW4324  STATE/COUNTY-  TX/MATAGORDA
 AW4324  USGS QUAD   -  ASHWOOD (1980)
 AW4324
 AW4324                         *CURRENT SURVEY CONTROL
 AW4324  ___________________________________________________________________
 AW4324* NAD 83(1986)-  29 03 47.     (N)    095 50 24.     (W)     SCALED    
 AW4324* NAVD 88     -        12.94   (+/-2cm)      42.5    (feet)  VERTCON   
 AW4324  ___________________________________________________________________
 AW4324  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW4324
 AW4324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4324
 AW4324.The horizontal coordinates were scaled from a topographic map and have
 AW4324.an estimated accuracy of +/- 6 seconds.
 AW4324
 AW4324.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4324.The vertical order pertains to the NGVD 29 superseded value.
 AW4324
 AW4324.The geoid height was determined by GEOID03.
 AW4324
 AW4324;                    North         East    Units  Estimated Accuracy
 AW4324;SPC TXSC     - 4,140,440.      907,640.      MT  (+/- 180 meters Scaled)
 AW4324
 AW4324                          SUPERSEDED SURVEY CONTROL
 AW4324
 AW4324  NGVD 29 (??/??/92)   12.957  (m)           42.51   (f) ADJ UNCH    2 0
 AW4324
 AW4324.Superseded values are not recommended for survey control.
 AW4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4324.See file dsdata.txt to determine how the superseded data were derived.
 AW4324
 AW4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN234183(NAD 83)
 AW4324_MARKER: DB = BENCH MARK DISK
 AW4324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4324_SP_SET: CULVERT
 AW4324_STAMPING: X 757 1943
 AW4324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4324+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4324
 AW4324  HISTORY     - Date     Condition        Report By
 AW4324  HISTORY     - 1943     MONUMENTED       CGS
 AW4324  HISTORY     - 19981115 GOOD             USPSQD
 AW4324  HISTORY     - 20041118 GOOD             USPSQD
 AW4324  HISTORY     - 20060827 MARK NOT FOUND   INDIV
 AW4324
 AW4324                          STATION DESCRIPTION
 AW4324
 AW4324'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4324'13.6 MI SW FROM WEST COLUMBIA.
 AW4324'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4324'SOUTHWESTERLY 13.6 MILES ALONG STATE HIGHWAY NO. 35 TO THE
 AW4324'INTERSECTION OF A HALF-SLAB CONCRETE ROAD LEADING NORTHERLY AND SITE
 AW4324'OF BENCH MARK.  BENCH MARK IS ABOUT 3.2 MILES SOUTHWEST OF THE
 AW4324'BRAZORIA-MATAGORDA COUNTY LINE, ABOUT 1.2 MILES SOUTHEAST OF WHERE THE
 AW4324'HALF-SLAB ROAD MEETS THE SOUTHERN PACIFIC RAILROAD.  IT IS 46.0 FEET
 AW4324'NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF STATE
 AW4324'HIGHWAY NO. 35, 15.0 FEET NORTHEAST OF THE CENTERLINE OF THE HALF-SLAB
 AW4324'ROAD AND IS SET HORIZONTALLY IN THE TOP CENTER OF THE NORTHEAST
 AW4324'HEADWALL OF A DOUBLE-ARCH CONCRETE CULVERT UNDER THE HALF-SLAB ROAD.
 AW4324
 AW4324                          STATION RECOVERY (1998)
 AW4324
 AW4324'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4324'RECOVERED IN GOOD CONDITION.
 AW4324
 AW4324                          STATION RECOVERY (2004)
 AW4324
 AW4324'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4324'RECOVERED IN GOOD CONDITION.
 AW4324
 AW4324                          STATION RECOVERY (2006)
 AW4324
 AW4324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AW4324'NEW ROAD CONSTRUCTION AT MONUMENT LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4123 ***********************************************************************
 AW4123  DESIGNATION -  X 758
 AW4123  PID         -  AW4123
 AW4123  STATE/COUNTY-  TX/BRAZORIA
 AW4123  USGS QUAD   -  BRAZORIA (1952)
 AW4123
 AW4123                         *CURRENT SURVEY CONTROL
 AW4123  ___________________________________________________________________
 AW4123* NAD 83(1986)-  29 04 05.     (N)    095 35 19.     (W)     SCALED    
 AW4123* NAVD 88     -         7.75   (+/-2cm)      25.4    (feet)  VERTCON   
 AW4123  ___________________________________________________________________
 AW4123  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW4123
 AW4123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4123
 AW4123.The horizontal coordinates were scaled from a topographic map and have
 AW4123.an estimated accuracy of +/- 6 seconds.
 AW4123
 AW4123.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4123.The vertical order pertains to the NGVD 29 superseded value.
 AW4123
 AW4123.The geoid height was determined by GEOID03.
 AW4123
 AW4123;                    North         East    Units  Estimated Accuracy
 AW4123;SPC TXSC     - 4,141,680.      932,100.      MT  (+/- 180 meters Scaled)
 AW4123
 AW4123                          SUPERSEDED SURVEY CONTROL
 AW4123
 AW4123  NGVD 29 (??/??/92)    7.770  (m)           25.49   (f) ADJ UNCH    2 0
 AW4123
 AW4123.Superseded values are not recommended for survey control.
 AW4123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4123.See file dsdata.txt to determine how the superseded data were derived.
 AW4123
 AW4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN479182(NAD 83)
 AW4123_MARKER: DB = BENCH MARK DISK
 AW4123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4123_SP_SET: CULVERT
 AW4123_STAMPING: X 758 1943
 AW4123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4123
 AW4123  HISTORY     - Date     Condition        Report By
 AW4123  HISTORY     - 1943     MONUMENTED       CGS
 AW4123  HISTORY     - 1973     GOOD             NGS
 AW4123  HISTORY     - 1987     GOOD             USPSQD
 AW4123  HISTORY     - 1988     GOOD             USPSQD
 AW4123  HISTORY     - 1989     GOOD             USPSQD
 AW4123  HISTORY     - 19940416 GOOD             USPSQD
 AW4123
 AW4123                          STATION DESCRIPTION
 AW4123
 AW4123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4123'1.8 MI NW FROM BRAZORIA.
 AW4123'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4123'HIGHWAY 332 AT BRAZORIA, AT THE JUNCTION OF COUNTY ROAD 348, IN THE
 AW4123'TOP AND 0.9 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL
 AW4123'OF A CONCRETE BOX CULVERT UNDER THE ROAD, 129 1/2 FEET SOUTHWEST OF
 AW4123'THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTH OF THE CENTER LINE OF
 AW4123'THE ROAD, 64 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD SOUTH,
 AW4123'AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 AW4123
 AW4123                          STATION RECOVERY (1987)
 AW4123
 AW4123'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4123'RECOVERED IN GOOD CONDITION.
 AW4123
 AW4123                          STATION RECOVERY (1988)
 AW4123
 AW4123'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4123'RECOVERED IN GOOD CONDITION.
 AW4123
 AW4123                          STATION RECOVERY (1989)
 AW4123
 AW4123'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4123'RECOVERED IN GOOD CONDITION.
 AW4123
 AW4123                          STATION RECOVERY (1994)
 AW4123
 AW4123'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4152 ***********************************************************************
 AW4152  DESIGNATION -  X 759
 AW4152  PID         -  AW4152
 AW4152  STATE/COUNTY-  TX/BRAZORIA
 AW4152  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4152
 AW4152                         *CURRENT SURVEY CONTROL
 AW4152  ___________________________________________________________________
 AW4152* NAD 83(1986)-  29 14 40.     (N)    095 42 22.     (W)     SCALED    
 AW4152* NAVD 88     -        16.77   (+/-2cm)      55.0    (feet)  VERTCON   
 AW4152  ___________________________________________________________________
 AW4152  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW4152
 AW4152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4152
 AW4152.The horizontal coordinates were scaled from a topographic map and have
 AW4152.an estimated accuracy of +/- 6 seconds.
 AW4152
 AW4152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4152.The vertical order pertains to the NGVD 29 superseded value.
 AW4152
 AW4152.The geoid height was determined by GEOID03.
 AW4152
 AW4152;                    North         East    Units  Estimated Accuracy
 AW4152;SPC TXSC     - 4,160,900.      920,110.      MT  (+/- 180 meters Scaled)
 AW4152
 AW4152                          SUPERSEDED SURVEY CONTROL
 AW4152
 AW4152  NGVD 29 (??/??/92)   16.777  (m)           55.04   (f) ADJ UNCH    2 0
 AW4152
 AW4152.Superseded values are not recommended for survey control.
 AW4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4152.See file dsdata.txt to determine how the superseded data were derived.
 AW4152
 AW4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN369381(NAD 83)
 AW4152_MARKER: DB = BENCH MARK DISK
 AW4152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4152_SP_SET: CULVERT
 AW4152_STAMPING: X 759 1943
 AW4152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4152
 AW4152  HISTORY     - Date     Condition        Report By
 AW4152  HISTORY     - 1943     MONUMENTED       CGS
 AW4152  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4152  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4152  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4152  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4152
 AW4152                          STATION DESCRIPTION
 AW4152
 AW4152'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4152'4.0 MI SE FROM DAMON.
 AW4152'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHEASTERLY 4.0
 AW4152'MILES ALONG STATE HIGHWAY NO. 36 TO A DOUBLE-ARCH CONCRETE CULVERT AND
 AW4152'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 310.0 FEET NORTHWEST OF WHERE
 AW4152'A POWER LINE CROSSES THE HIGHWAY, 65.0 FEET NORTH OF THE INTERSECTION
 AW4152'OF A PRIVATE ROAD LEADING WEST, 18.0 FEET NORTHEAST OF AND ABOUT THE
 AW4152'SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY AND IS SET
 AW4152'HORIZONTALLY IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF THE
 AW4152'DOUBLE-ARCH CONCRETE CULVERT.
 AW4152
 AW4152                          STATION RECOVERY (1973)
 AW4152
 AW4152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4152'MARK NOT FOUND.
 AW4152
 AW4152                          STATION RECOVERY (1988)
 AW4152
 AW4152'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4152'MARK NOT FOUND.
 AW4152
 AW4152                          STATION RECOVERY (1989)
 AW4152
 AW4152'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4152'MARK NOT FOUND.
 AW4152
 AW4152                          STATION RECOVERY (1994)
 AW4152
 AW4152'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0364 ***********************************************************************
 BN0364  DESIGNATION -  X 76
 BN0364  PID         -  BN0364
 BN0364  STATE/COUNTY-  TX/MENARD
 BN0364  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0364
 BN0364                         *CURRENT SURVEY CONTROL
 BN0364  ___________________________________________________________________
 BN0364* NAD 83(1986)-  30 57 19.     (N)    099 44 04.     (W)     SCALED    
 BN0364* NAVD 88     -       588.099  (meters)    1929.45   (feet)  POSTED    
 BN0364  ___________________________________________________________________
 BN0364  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BN0364  DYNAMIC HT  -         587.280 (meters)    1926.77  (feet)  COMP
 BN0364  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 BN0364
 BN0364  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0364
 BN0364.The horizontal coordinates were scaled from a topographic map and have
 BN0364.an estimated accuracy of +/- 6 seconds.
 BN0364
 BN0364.The orthometric height was determined by differential leveling
 BN0364.and adjusted by the National Geodetic Survey in 1992..
 BN0364.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0364.rate of 0.0 thru 1.0 mm/km.
 BN0364
 BN0364.The geoid height was determined by GEOID03.
 BN0364
 BN0364.The dynamic height is computed by dividing the NAVD 88
 BN0364.geopotential number by the normal gravity value computed on the
 BN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0364.degrees latitude (g = 980.6199 gals.).
 BN0364
 BN0364.The modeled gravity was interpolated from observed gravity values.
 BN0364
 BN0364;                    North         East    Units  Estimated Accuracy
 BN0364;SPC TX C     - 3,143,000.      757,220.      MT  (+/- 180 meters Scaled)
 BN0364
 BN0364                          SUPERSEDED SURVEY CONTROL
 BN0364
 BN0364  NGVD 29 (??/??/92)  588.019  (m)         1929.19   (f) ADJ UNCH    1 2
 BN0364
 BN0364.Superseded values are not recommended for survey control.
 BN0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0364.See file dsdata.txt to determine how the superseded data were derived.
 BN0364
 BN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV298248(NAD 83)
 BN0364_MARKER: DB = BENCH MARK DISK
 BN0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0364_STAMPING: 1929.192 X 76 1931
 BN0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0364+STABILITY: SURFACE MOTION
 BN0364
 BN0364  HISTORY     - Date     Condition        Report By
 BN0364  HISTORY     - 1931     MONUMENTED       CGS
 BN0364  HISTORY     - 1970     MARK NOT FOUND   USGS
 BN0364
 BN0364                          STATION DESCRIPTION
 BN0364
 BN0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0364'4.5 MI NE FROM MENARD.
 BN0364'4.5 MILES NORTHEAST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 BN0364'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 BN0364'MENARD, MENARD COUNTY, 2-1/2 POLES NORTH OF MILEPOST 957, 45 FEET WEST
 BN0364'OF THE TRACK, AND AT A FENCE.  A STANDARD DISK, STAMPED 1929.192 X 76
 BN0364'1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BN0364'GROUND.
 BN0364
 BN0364                          STATION RECOVERY (1970)
 BN0364
 BN0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BN0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3632 ***********************************************************************
 AW3632  DESIGNATION -  X 760
 AW3632  PID         -  AW3632
 AW3632  STATE/COUNTY-  TX/HARRIS
 AW3632  USGS QUAD   -  PASADENA (1995)
 AW3632
 AW3632                         *CURRENT SURVEY CONTROL
 AW3632  ___________________________________________________________________
 AW3632* NAD 83(1986)-  29 44 39.     (N)    095 11 38.     (W)     SCALED    
 AW3632* NAVD 88     -         1.57   (+/-2cm)       5.2    (feet)  VERTCON   
 AW3632  ___________________________________________________________________
 AW3632  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3632
 AW3632  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3632
 AW3632.The horizontal coordinates were scaled from a topographic map and have
 AW3632.an estimated accuracy of +/- 6 seconds.
 AW3632
 AW3632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3632.The vertical order pertains to the NGVD 29 superseded value.
 AW3632
 AW3632.The geoid height was determined by GEOID03.
 AW3632
 AW3632;                    North         East    Units  Estimated Accuracy
 AW3632;SPC TXSC     - 4,217,760.      968,070.      MT  (+/- 180 meters Scaled)
 AW3632
 AW3632                          SUPERSEDED SURVEY CONTROL
 AW3632
 AW3632  NGVD 29 (??/??/92)    1.570  (m)            5.15   (f) ADJ UNCH    1 2
 AW3632
 AW3632.Superseded values are not recommended for survey control.
 AW3632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3632.See file dsdata.txt to determine how the superseded data were derived.
 AW3632
 AW3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN878924(NAD 83)
 AW3632_MARKER: DB = BENCH MARK DISK
 AW3632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3632_STAMPING: X 760 1942
 AW3632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3632+STABILITY: SURFACE MOTION
 AW3632
 AW3632  HISTORY     - Date     Condition        Report By
 AW3632  HISTORY     - 1942     MONUMENTED       CGS
 AW3632  HISTORY     - 1964     GOOD             NGS
 AW3632
 AW3632                          STATION DESCRIPTION
 AW3632
 AW3632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3632'1.8 MI NE FROM PASADENA.
 AW3632'ABOUT 0.7 MILE NORTH ALONG FEDERAL ROAD FROM THE NORTH ENTRANCE TO THE
 AW3632'WASHBURN TUNNEL AT PASADENA, THENCE 1.1 MILES NORTHEAST ALONG A
 AW3632'PRIVATE PAVED ROAD THROUGH THE WARREN PETROLEUM COMPANY INTO THE HESS
 AW3632'TERMINAL COMPANY PLANT, ABOUT 0.55 MILE NORTHEAST OF THE MAIN ENTRANCE
 AW3632'AND GUARD GATE AT THE TERMINAL COMPANY, 0.4 MILE NORTHEAST OF THE
 AW3632'OFFICE BUILDING AT THE PLANT, AT A SHARP CURVE IN THE ROAD, 42 FEET
 AW3632'EAST OF THE CENTER LINE OF THE PAVED ROAD, 78 FEET NORTHWEST OF THE
 AW3632'SOUTHEAST EDGE OF A STEEL BULKHEAD ON THE EDGE OF THE HOUSTON SHIP
 AW3632'CHANNEL, 13 1/2 FEET NORTH OF THE EXTENDED LINE OF THE NORTH RAIL OF A
 AW3632'SPUR TRACK, 7 1/2 FEET SOUTHWEST OF THE NORTHEAST BOUNDARY FENCE FOR
 AW3632'THE PLANT, 11 1/2 FEET EAST OF THE NORTHEAST END OF A CONCRETE VALVE
 AW3632'GATE ACROSS A DITCH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW3632'2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0008 ***********************************************************************
 AN0008  DESIGNATION -  X 761
 AN0008  PID         -  AN0008
 AN0008  STATE/COUNTY-  TX/JACKSON
 AN0008  USGS QUAD   -  LA WARD (1995)
 AN0008
 AN0008                         *CURRENT SURVEY CONTROL
 AN0008  ___________________________________________________________________
 AN0008* NAD 83(1986)-  28 50 34.     (N)    096 25 38.     (W)     SCALED    
 AN0008* NAVD 88     -         9.28   (+/-2cm)      30.4    (feet)  VERTCON   
 AN0008  ___________________________________________________________________
 AN0008  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN0008
 AN0008  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0008
 AN0008.The horizontal coordinates were scaled from a topographic map and have
 AN0008.an estimated accuracy of +/- 6 seconds.
 AN0008
 AN0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0008.The vertical order pertains to the NGVD 29 superseded value.
 AN0008
 AN0008.The geoid height was determined by GEOID03.
 AN0008
 AN0008;                    North         East    Units  Estimated Accuracy
 AN0008;SPC TXSC     - 4,114,640.      851,020.      MT  (+/- 180 meters Scaled)
 AN0008
 AN0008                          SUPERSEDED SURVEY CONTROL
 AN0008
 AN0008  NGVD 29 (??/??/92)    9.340  (m)           30.64   (f) ADJ UNCH    1 1
 AN0008
 AN0008.Superseded values are not recommended for survey control.
 AN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0008.See file dsdata.txt to determine how the superseded data were derived.
 AN0008
 AN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS510932(NAD 83)
 AN0008_MARKER: DB = BENCH MARK DISK
 AN0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0008_STAMPING: X 761 1942
 AN0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0008+STABILITY: SURFACE MOTION
 AN0008
 AN0008  HISTORY     - Date     Condition        Report By
 AN0008  HISTORY     - 1942     MONUMENTED       CGS
 AN0008  HISTORY     - 1972     GOOD             NGS
 AN0008  HISTORY     - 1978     GOOD             NGS
 AN0008
 AN0008                          STATION DESCRIPTION
 AN0008
 AN0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0008'2.3 MI E FROM LA WARD.
 AN0008'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0008'CROSSING OF STATE HIGHWAY 172 AT LA WARD, 0.4 MILE EAST OF SEMAPHORE
 AN0008'NUMBER 251.5, NEAR THE WEST END OF A CURVE IN FARM-TO-MARKET ROAD 616,
 AN0008'1 TELEPHONE POLE WEST OF MILEPOST 252, 59 FEET NORTH OF THE CENTER
 AN0008'LINE OF THE ROAD, 49 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 AN0008'11 FEET WEST OF A TELEPHONE POLE, 0.8 FOOT NORTH OF A METAL WITNESS
 AN0008'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, ABOUT 6 FEET BELOW
 AN0008'THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST WHICH
 AN0008'PROJECTS 5 INCHES.
 AN0008
 AN0008                          STATION RECOVERY (1978)
 AN0008
 AN0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0522 ***********************************************************************
 AN0522  DESIGNATION -  X 762
 AN0522  PID         -  AN0522
 AN0522  STATE/COUNTY-  TX/JACKSON
 AN0522  USGS QUAD   -  LOLITA (1995)
 AN0522
 AN0522                         *CURRENT SURVEY CONTROL
 AN0522  ___________________________________________________________________
 AN0522* NAD 83(1986)-  28 50 00.     (N)    096 35 34.     (W)     SCALED    
 AN0522* NAVD 88     -         1.75   (+/-2cm)       5.7    (feet)  VERTCON   
 AN0522  ___________________________________________________________________
 AN0522  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0522
 AN0522  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0522
 AN0522.The horizontal coordinates were scaled from a topographic map and have
 AN0522.an estimated accuracy of +/- 6 seconds.
 AN0522
 AN0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0522.The vertical order pertains to the NGVD 29 superseded value.
 AN0522
 AN0522.The geoid height was determined by GEOID03.
 AN0522
 AN0522;                    North         East    Units  Estimated Accuracy
 AN0522;SPC TXSC     - 4,113,250.      834,890.      MT  (+/- 180 meters Scaled)
 AN0522
 AN0522                          SUPERSEDED SURVEY CONTROL
 AN0522
 AN0522  NGVD 29 (??/??/92)    1.851  (m)            6.07   (f) ADJ UNCH    1 1
 AN0522
 AN0522.Superseded values are not recommended for survey control.
 AN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0522.See file dsdata.txt to determine how the superseded data were derived.
 AN0522
 AN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS348919(NAD 83)
 AN0522_MARKER: DB = BENCH MARK DISK
 AN0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0522_STAMPING: X 762 1943
 AN0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0522+STABILITY: SURFACE MOTION
 AN0522
 AN0522  HISTORY     - Date     Condition        Report By
 AN0522  HISTORY     - 1943     MONUMENTED       CGS
 AN0522  HISTORY     - 1972     GOOD             NGS
 AN0522  HISTORY     - 1973     GOOD             NGS
 AN0522  HISTORY     - 1978     GOOD             NGS
 AN0522
 AN0522                          STATION DESCRIPTION
 AN0522
 AN0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0522'1.65 MI NE FROM VANDERBILT.
 AN0522'ABOUT 1.65 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AN0522'THE STATION AT VANDERBILT, 0.25 MILE WEST OF MILEPOST 242, 267 YARDS
 AN0522'EAST OF THE EAST END OF RAILROAD TRESTLE NUMBER 214-6, 94 FEET NORTH
 AN0522'OF THE NORTH RAIL OF THE TRACK, 17 FEET NORTHWEST OF THE SECOND
 AN0522'TELEPHONE POLE EAST OF MILEPOST 241-20, 1 FOOT NORTH OF A FENCE, 3.4
 AN0522'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 11 FEET BELOW THE LEVEL
 AN0522'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 AN0522'INCHES.
 AN0522
 AN0522                          STATION RECOVERY (1973)
 AN0522
 AN0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0522'RECOVERED IN GOOD CONDITION.
 AN0522
 AN0522                          STATION RECOVERY (1978)
 AN0522
 AN0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0942 ***********************************************************************
 AJ0942  DESIGNATION -  X 763
 AJ0942  PID         -  AJ0942
 AJ0942  STATE/COUNTY-  TX/ZAPATA
 AJ0942  USGS QUAD   -  CHARGOS CREEK (1980)
 AJ0942
 AJ0942                         *CURRENT SURVEY CONTROL
 AJ0942  ___________________________________________________________________
 AJ0942* NAD 83(1986)-  27 10 11.     (N)    099 04 58.     (W)     SCALED    
 AJ0942* NAVD 88     -       155.453  (meters)     510.02   (feet)  ADJUSTED  
 AJ0942  ___________________________________________________________________
 AJ0942  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AJ0942  DYNAMIC HT  -         155.202 (meters)     509.19  (feet)  COMP
 AJ0942  MODELED GRAV-     979,031.0   (mgal)                       NAVD 88
 AJ0942
 AJ0942  VERT ORDER  -  SECOND    CLASS 0
 AJ0942
 AJ0942.The horizontal coordinates were scaled from a topographic map and have
 AJ0942.an estimated accuracy of +/- 6 seconds.
 AJ0942
 AJ0942.The orthometric height was determined by differential leveling
 AJ0942.and adjusted by the National Geodetic Survey in June 1991..
 AJ0942
 AJ0942.The geoid height was determined by GEOID03.
 AJ0942
 AJ0942.The dynamic height is computed by dividing the NAVD 88
 AJ0942.geopotential number by the normal gravity value computed on the
 AJ0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0942.degrees latitude (g = 980.6199 gals.).
 AJ0942
 AJ0942.The modeled gravity was interpolated from observed gravity values.
 AJ0942
 AJ0942;                    North         East    Units  Estimated Accuracy
 AJ0942;SPC TX S     - 5,166,660.      242,250.      MT  (+/- 180 meters Scaled)
 AJ0942
 AJ0942                          SUPERSEDED SURVEY CONTROL
 AJ0942
 AJ0942  NGVD 29 (??/??/92)  155.485  (m)          510.12   (f) ADJ UNCH    2 0
 AJ0942
 AJ0942.Superseded values are not recommended for survey control.
 AJ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0942.See file dsdata.txt to determine how the superseded data were derived.
 AJ0942
 AJ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR918052(NAD 83)
 AJ0942_MARKER: DB = BENCH MARK DISK
 AJ0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0942_STAMPING: X 763 1943
 AJ0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0942+STABILITY: SURFACE MOTION
 AJ0942
 AJ0942  HISTORY     - Date     Condition        Report By
 AJ0942  HISTORY     - 1943     MONUMENTED       CGS
 AJ0942  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0942
 AJ0942                          STATION DESCRIPTION
 AJ0942
 AJ0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0942'21.65 MI S FROM AGUILARES.
 AJ0942'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0942'AGUILARES-- PROCEED 21.65 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0942'OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE SOUTHEAST OF A SIDE ROAD
 AJ0942'INTERSECTION LEADING NORTHEAST AND 13.0 FEET SOUTHWEST OF AND ABOUT
 AJ0942'0.5 FOOT ABOVE THE CENTERLINE OF ROAD.  IT IS 10.0 FEET SOUTHEAST OF
 AJ0942'TELEPHONE POLE NO. 6-10, AND 4.0 FEET NORTHWEST OF A 4X4-INCH WOODEN
 AJ0942'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AJ0942
 AJ0942                          STATION RECOVERY (1975)
 AJ0942
 AJ0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0962 ***********************************************************************
 AJ0962  DESIGNATION -  X 764
 AJ0962  PID         -  AJ0962
 AJ0962  STATE/COUNTY-  TX/ZAPATA
 AJ0962  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0962
 AJ0962                         *CURRENT SURVEY CONTROL
 AJ0962  ___________________________________________________________________
 AJ0962* NAD 83(1986)-  27 15 06.     (N)    099 20 45.     (W)     SCALED    
 AJ0962* NAVD 88     -       128.149  (meters)     420.44   (feet)  ADJUSTED  
 AJ0962  ___________________________________________________________________
 AJ0962  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AJ0962  DYNAMIC HT  -         127.944 (meters)     419.76  (feet)  COMP
 AJ0962  MODELED GRAV-     979,044.8   (mgal)                       NAVD 88
 AJ0962
 AJ0962  VERT ORDER  -  SECOND    CLASS 0
 AJ0962
 AJ0962.The horizontal coordinates were scaled from a topographic map and have
 AJ0962.an estimated accuracy of +/- 6 seconds.
 AJ0962
 AJ0962.The orthometric height was determined by differential leveling
 AJ0962.and adjusted by the National Geodetic Survey in June 1991..
 AJ0962
 AJ0962.The geoid height was determined by GEOID03.
 AJ0962
 AJ0962.The dynamic height is computed by dividing the NAVD 88
 AJ0962.geopotential number by the normal gravity value computed on the
 AJ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0962.degrees latitude (g = 980.6199 gals.).
 AJ0962
 AJ0962.The modeled gravity was interpolated from observed gravity values.
 AJ0962
 AJ0962;                    North         East    Units  Estimated Accuracy
 AJ0962;SPC TX S     - 5,175,890.      216,240.      MT  (+/- 180 meters Scaled)
 AJ0962
 AJ0962                          SUPERSEDED SURVEY CONTROL
 AJ0962
 AJ0962  NGVD 29 (??/??/92)  128.237  (m)          420.72   (f) ADJ UNCH    2 0
 AJ0962
 AJ0962.Superseded values are not recommended for survey control.
 AJ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0962.See file dsdata.txt to determine how the superseded data were derived.
 AJ0962
 AJ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR657143(NAD 83)
 AJ0962_MARKER: DB = BENCH MARK DISK
 AJ0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0962_STAMPING: X 764 1943
 AJ0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0962+STABILITY: SURFACE MOTION
 AJ0962
 AJ0962  HISTORY     - Date     Condition        Report By
 AJ0962  HISTORY     - 1943     MONUMENTED       CGS
 AJ0962  HISTORY     - 1977     POOR             USGS
 AJ0962
 AJ0962                          STATION DESCRIPTION
 AJ0962
 AJ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0962'20.5 MI N FROM SAN YGNACIO.
 AJ0962'TO REACH FROM THE CATHOLIC CHURCH AT SAN YGNACIO-- PROCEED 15.4 MILES
 AJ0962'NORTHERLY ALONG U.S. HIGHWAY NO. 83 TO A DIRT SIDE ROAD INTERSECTION
 AJ0962'LEADING EAST, THENCE 1.25 MILES EASTERLY TO A Y ROAD INTERSECTION,
 AJ0962'THENCE CONTINUE 1.45 MILES EASTERLY TO THE RATONEZ RANCH, THENCE 2.4
 AJ0962'MILES SOUTHEASTERLY THROUGH A WIRE GATE AND ALONG A WINDING TRACK ROAD
 AJ0962'TO SITE OF BENCH MARK.  BENCH MARK IS 11.7 FEET EAST OF AND ABOUT 1.0
 AJ0962'FOOT ABOVE THE CENTERLINE OF ROAD, AND 1.0 FOOT WEST OF THE FENCE. IT
 AJ0962'IS 3.8 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.
 AJ0962
 AJ0962                          STATION RECOVERY (1977)
 AJ0962
 AJ0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 AJ0962'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0987 ***********************************************************************
 AX0987  DESIGNATION -  X 765
 AX0987  PID         -  AX0987
 AX0987  STATE/COUNTY-  TX/FAYETTE
 AX0987  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0987
 AX0987                         *CURRENT SURVEY CONTROL
 AX0987  ___________________________________________________________________
 AX0987* NAD 83(1986)-  29 54 51.     (N)    096 55 16.     (W)     SCALED    
 AX0987* NAVD 88     -        87.138  (meters)     285.89   (feet)  ADJUSTED  
 AX0987  ___________________________________________________________________
 AX0987  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AX0987  DYNAMIC HT  -          87.018 (meters)     285.49  (feet)  COMP
 AX0987  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 AX0987
 AX0987  VERT ORDER  -  FIRST     CLASS I
 AX0987
 AX0987.The horizontal coordinates were scaled from a topographic map and have
 AX0987.an estimated accuracy of +/- 6 seconds.
 AX0987
 AX0987.The orthometric height was determined by differential leveling
 AX0987.and adjusted by the National Geodetic Survey in June 1991..
 AX0987
 AX0987.The geoid height was determined by GEOID03.
 AX0987
 AX0987.The dynamic height is computed by dividing the NAVD 88
 AX0987.geopotential number by the normal gravity value computed on the
 AX0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0987.degrees latitude (g = 980.6199 gals.).
 AX0987
 AX0987.The modeled gravity was interpolated from observed gravity values.
 AX0987
 AX0987;                    North         East    Units  Estimated Accuracy
 AX0987;SPC TXSC     - 4,232,400.      800,730.      MT  (+/- 180 meters Scaled)
 AX0987
 AX0987                          SUPERSEDED SURVEY CONTROL
 AX0987
 AX0987  NGVD 29 (??/??/92)   87.089  (m)          285.72   (f) ADJ UNCH    1 1
 AX0987
 AX0987.Superseded values are not recommended for survey control.
 AX0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0987.See file dsdata.txt to determine how the superseded data were derived.
 AX0987
 AX0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU006110(NAD 83)
 AX0987_MARKER: DB = BENCH MARK DISK
 AX0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0987_STAMPING: X 765 1943
 AX0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0987+STABILITY: SURFACE MOTION
 AX0987
 AX0987  HISTORY     - Date     Condition        Report By
 AX0987  HISTORY     - 1943     MONUMENTED       CGS
 AX0987  HISTORY     - 1973     GOOD             NGS
 AX0987  HISTORY     - 1978     GOOD             NGS
 AX0987  HISTORY     - 19970607 GOOD             USPSQD
 AX0987
 AX0987                          STATION DESCRIPTION
 AX0987
 AX0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0987'2.8 MI NW FROM LA GRANGE.
 AX0987'2.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0987'STATION AT LA GRANGE, AT THE CROSSING OF A DIRT ROAD, 5 1/2 FEET
 AX0987'NORTHEAST OF THE 11TH POLE NORTHWEST OF MILE POLE 986, 46.0 FEET
 AX0987'NORTHEAST OF THE NORTHEAST RAIL, 24 FEET SOUTHEAST OF THE CENTER LINE
 AX0987'OF THE ROAD, 8 FEET SOUTHEAST OF A FENCE CORNER, 0.6 FOOT SOUTHWEST OF
 AX0987'A FENCE, 2.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1.0 FOOT LOWER
 AX0987'THAN THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 AX0987'ABOVE THE GROUND.
 AX0987
 AX0987                          STATION RECOVERY (1978)
 AX0987
 AX0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0987'RECOVERED IN GOOD CONDITION.
 AX0987
 AX0987                          STATION RECOVERY (1997)
 AX0987
 AX0987'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1042 ***********************************************************************
 AX1042  DESIGNATION -  X 766
 AX1042  PID         -  AX1042
 AX1042  STATE/COUNTY-  TX/AUSTIN
 AX1042  USGS QUAD   -  INDUSTRY (1981)
 AX1042
 AX1042                         *CURRENT SURVEY CONTROL
 AX1042  ___________________________________________________________________
 AX1042* NAD 83(1986)-  29 53 49.     (N)    096 30 50.     (W)     SCALED    
 AX1042* NAVD 88     -       123.598  (meters)     405.50   (feet)  ADJUSTED  
 AX1042  ___________________________________________________________________
 AX1042  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1042  DYNAMIC HT  -         123.429 (meters)     404.95  (feet)  COMP
 AX1042  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 AX1042  OBS GRAVITY -     979,264.7   (mgal)                       GRAV_OBS
 AX1042
 AX1042  VERT ORDER  -  FIRST     CLASS I
 AX1042
 AX1042.The horizontal coordinates were scaled from a topographic map and have
 AX1042.an estimated accuracy of +/- 6 seconds.
 AX1042
 AX1042.The orthometric height was determined by differential leveling
 AX1042.and adjusted by the National Geodetic Survey in June 1991..
 AX1042
 AX1042.The geoid height was determined by GEOID03.
 AX1042
 AX1042.The dynamic height is computed by dividing the NAVD 88
 AX1042.geopotential number by the normal gravity value computed on the
 AX1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1042.degrees latitude (g = 980.6199 gals.).
 AX1042
 AX1042.The modeled gravity was interpolated from observed gravity values.
 AX1042.The observed gravity was obtained from relative gravimeter ties
 AX1042.to the IGSN71 gravity network.
 AX1042
 AX1042;                    North         East    Units  Estimated Accuracy
 AX1042;SPC TXSC     - 4,231,260.      840,080.      MT  (+/- 180 meters Scaled)
 AX1042
 AX1042                          SUPERSEDED SURVEY CONTROL
 AX1042
 AX1042  NGVD 29 (12/23/87)  123.563  (m)          405.39   (f) ADJUSTED    1 1
 AX1042
 AX1042.Superseded values are not recommended for survey control.
 AX1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1042.See file dsdata.txt to determine how the superseded data were derived.
 AX1042
 AX1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU400099(NAD 83)
 AX1042_MARKER: DB = BENCH MARK DISK
 AX1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1042_SP_SET: CONCRETE POST
 AX1042_STAMPING: X 766 1943
 AX1042_MARK LOGO: CGS   
 AX1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1042+STABILITY: SURFACE MOTION
 AX1042
 AX1042  HISTORY     - Date     Condition        Report By
 AX1042  HISTORY     - 1943     MONUMENTED       CGS
 AX1042  HISTORY     - 1973     GOOD             NGS
 AX1042  HISTORY     - 1976     GOOD             NGS
 AX1042  HISTORY     - 1976     GOOD             NGS
 AX1042  HISTORY     - 1978     GOOD             NGS
 AX1042  HISTORY     - 1986     GOOD             NGS
 AX1042  HISTORY     - 1987     GOOD             USPSQD
 AX1042  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX1042
 AX1042                          STATION DESCRIPTION
 AX1042
 AX1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1042'1.5 MI W FROM NEW ULM.
 AX1042'1.5 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1042'CROSSING OF FARM ROAD 109 AT NEW ULM, 3 1/2 FEET SOUTH OF MILE POLE
 AX1042'1012, 29.2 FEET NORTH OF THE NORTH RAIL, 40 FEET SOUTH OF THE CENTER
 AX1042'LINE OF A DIRT ROAD THAT IS PARALLELING THE TRACK, 1.3 FEET EAST OF
 AX1042'WITNESS POST, ABOUT 7 1/2 FEET LOWER THAN THE ROAD, AND 2 FEET LOWER
 AX1042'THAN THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 AX1042'ABOVE THE GROUND.
 AX1042
 AX1042                          STATION RECOVERY (1976)
 AX1042
 AX1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1042'RECOVERED IN GOOD CONDITION.
 AX1042
 AX1042                          STATION RECOVERY (1976)
 AX1042
 AX1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1042'RECOVERED IN GOOD CONDITION.
 AX1042
 AX1042                          STATION RECOVERY (1978)
 AX1042
 AX1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1042'RECOVERED IN GOOD CONDITION.
 AX1042
 AX1042                          STATION RECOVERY (1986)
 AX1042
 AX1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1042'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX1042'OMIT--3 1/2 FT SOUTH OF MILE POLE 1012, ADD--6.1 METERS (20.0 FT)
 AX1042'NORTH OF MILE POLE 1012.
 AX1042'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AX1042
 AX1042                          STATION RECOVERY (1987)
 AX1042
 AX1042'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX1042'RECOVERED IN GOOD CONDITION.
 AX1042
 AX1042                          STATION RECOVERY (1999)
 AX1042
 AX1042'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0014 ***********************************************************************
 AX0014  DESIGNATION -  X 767
 AX0014  PID         -  AX0014
 AX0014  STATE/COUNTY-  TX/AUSTIN
 AX0014  USGS QUAD   -  SEALY (1981)
 AX0014
 AX0014                         *CURRENT SURVEY CONTROL
 AX0014  ___________________________________________________________________
 AX0014* NAD 83(1986)-  29 46 58.     (N)    096 08 48.     (W)     SCALED    
 AX0014* NAVD 88     -        58.62   (+/-2cm)     192.3    (feet)  VERTCON   
 AX0014  ___________________________________________________________________
 AX0014  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0014  OBS GRAVITY -     979,270.4   (mgal)                       GRAV_OBS
 AX0014
 AX0014  VERT ORDER  -  THIRD (See Below)
 AX0014
 AX0014.The horizontal coordinates were scaled from a topographic map and have
 AX0014.an estimated accuracy of +/- 6 seconds.
 AX0014
 AX0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0014.The vertical order pertains to the NGVD 29 superseded value.
 AX0014
 AX0014.The geoid height was determined by GEOID03.
 AX0014.The observed gravity was obtained from relative gravimeter ties
 AX0014.to the IGSN71 gravity network.
 AX0014
 AX0014;                    North         East    Units  Estimated Accuracy
 AX0014;SPC TXSC     - 4,219,420.      875,850.      MT  (+/- 180 meters Scaled)
 AX0014
 AX0014                          SUPERSEDED SURVEY CONTROL
 AX0014
 AX0014  NGVD 29 (??/??/??)   58.60   (m)          192.3    (f) RESET       3  
 AX0014
 AX0014.Superseded values are not recommended for survey control.
 AX0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0014.See file dsdata.txt to determine how the superseded data were derived.
 AX0014
 AX0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT758981(NAD 83)
 AX0014_MARKER: DB = BENCH MARK DISK
 AX0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0014_STAMPING: X 767 1943
 AX0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0014+STABILITY: SURFACE MOTION
 AX0014
 AX0014  HISTORY     - Date     Condition        Report By
 AX0014  HISTORY     - 1943     MONUMENTED       CGS
 AX0014  HISTORY     - 1973     GOOD             NGS
 AX0014  HISTORY     - 1976     GOOD             NGS
 AX0014  HISTORY     - 1976     GOOD             NGS
 AX0014  HISTORY     - 1978     GOOD             NGS
 AX0014  HISTORY     - 1986     MARK NOT FOUND   NGS
 AX0014  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0014
 AX0014                          STATION DESCRIPTION
 AX0014
 AX0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0014'0.75 MI E FROM SEALY.
 AX0014'ABOUT 0.75 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0014'CROSSING OF STATE HIGHWAY 36 AT SEALY, 2 POLES EAST OF A ROAD
 AX0014'CROSSING, ABOUT 39 1/2 FEET NORTH OF THE NORTH RAIL, 13 FEET SOUTH OF
 AX0014'THE CENTER LINE OF A PRIVATE ROAD, 5.6 FEET WEST OF MILE POST 1036, 12
 AX0014'1/2 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 1.3 FEET NORTH OF A
 AX0014'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS,
 AX0014'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 AX0014
 AX0014                          STATION RECOVERY (1976)
 AX0014
 AX0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0014'RECOVERED IN GOOD CONDITION.
 AX0014
 AX0014                          STATION RECOVERY (1976)
 AX0014
 AX0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0014'RECOVERED IN GOOD CONDITION.
 AX0014
 AX0014                          STATION RECOVERY (1978)
 AX0014
 AX0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0014'ADD=30 FEET NORTH OF NEW MILE POST 1036.
 AX0014
 AX0014                          STATION RECOVERY (1986)
 AX0014
 AX0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0014'NOT RECOVERED.
 AX0014
 AX0014                          STATION RECOVERY (1999)
 AX0014
 AX0014'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0321 ***********************************************************************
 BN0321  DESIGNATION -  X 77
 BN0321  PID         -  BN0321
 BN0321  STATE/COUNTY-  TX/KIMBLE
 BN0321  USGS QUAD   -  TELEGRAPH (1974)
 BN0321
 BN0321                         *CURRENT SURVEY CONTROL
 BN0321  ___________________________________________________________________
 BN0321* NAD 83(1986)-  30 20 40.     (N)    099 54 10.     (W)     SCALED    
 BN0321* NAVD 88     -       560.666  (meters)    1839.45   (feet)  POSTED    
 BN0321  ___________________________________________________________________
 BN0321  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0321  DYNAMIC HT  -         559.870 (meters)    1836.84  (feet)  COMP
 BN0321  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 BN0321
 BN0321  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0321
 BN0321.The horizontal coordinates were scaled from a topographic map and have
 BN0321.an estimated accuracy of +/- 6 seconds.
 BN0321
 BN0321.The orthometric height was determined by differential leveling
 BN0321.and adjusted by the National Geodetic Survey in 1992..
 BN0321.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0321.rate of 0.0 thru 1.0 mm/km.
 BN0321
 BN0321.The geoid height was determined by GEOID03.
 BN0321
 BN0321.The dynamic height is computed by dividing the NAVD 88
 BN0321.geopotential number by the normal gravity value computed on the
 BN0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0321.degrees latitude (g = 980.6199 gals.).
 BN0321
 BN0321.The modeled gravity was interpolated from observed gravity values.
 BN0321
 BN0321;                    North         East    Units  Estimated Accuracy
 BN0321;SPC TX C     - 3,075,220.      741,400.      MT  (+/- 180 meters Scaled)
 BN0321
 BN0321                          SUPERSEDED SURVEY CONTROL
 BN0321
 BN0321  NGVD 29 (??/??/92)  560.644  (m)         1839.38   (f) ADJ UNCH    1 2
 BN0321
 BN0321.Superseded values are not recommended for survey control.
 BN0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0321.See file dsdata.txt to determine how the superseded data were derived.
 BN0321
 BN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU132572(NAD 83)
 BN0321_MARKER: DB = BENCH MARK DISK
 BN0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0321_STAMPING: 1839.380 X 77 1931
 BN0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0321+STABILITY: SURFACE MOTION
 BN0321
 BN0321  HISTORY     - Date     Condition        Report By
 BN0321  HISTORY     - 1931     MONUMENTED       CGS
 BN0321  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0321  HISTORY     - 1981     MARK NOT FOUND   NGS
 BN0321  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0321
 BN0321                          STATION DESCRIPTION
 BN0321
 BN0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0321'1.0 MI N FROM TELEGRAPH.
 BN0321'1.0 MILE NORTH ALONG STATE HIGHWAY 29 FROM TELEGRAPH, KIMBLE COUNTY,
 BN0321'300 FEET SOUTH OF THE CROSSING OF SOUTH LLANO RIVER, 60 FEET WEST OF
 BN0321'THE HIGHWAY, AND 50 FEET NORTH OF A FENCE CORNER.  A STANDARD DISK,
 BN0321'STAMPED 1839.380 X 77 1931 AND SET IN THE TOP OF A CONCRETE POST
 BN0321'PROJECTING 4 INCHES ABOVE GROUND.
 BN0321
 BN0321                          STATION RECOVERY (1974)
 BN0321
 BN0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BN0321'MARK NOT FOUND.
 BN0321
 BN0321                          STATION RECOVERY (1981)
 BN0321
 BN0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0321'MARK NOT FOUND.
 BN0321
 BN0321                          STATION RECOVERY (1998)
 BN0321
 BN0321'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0842 ***********************************************************************
 AE0842  DESIGNATION -  X 770
 AE0842  PID         -  AE0842
 AE0842  STATE/COUNTY-  TX/STARR
 AE0842  USGS QUAD   -  LA GLORIA (1993)
 AE0842
 AE0842                         *CURRENT SURVEY CONTROL
 AE0842  ___________________________________________________________________
 AE0842* NAD 83(1986)-  26 42 39.     (N)    098 35 59.     (W)     SCALED    
 AE0842* NAVD 88     -       129.712  (meters)     425.56   (feet)  ADJUSTED  
 AE0842  ___________________________________________________________________
 AE0842  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AE0842  DYNAMIC HT  -         129.499 (meters)     424.86  (feet)  COMP
 AE0842  MODELED GRAV-     979,004.0   (mgal)                       NAVD 88
 AE0842
 AE0842  VERT ORDER  -  SECOND    CLASS 0
 AE0842
 AE0842.The horizontal coordinates were scaled from a topographic map and have
 AE0842.an estimated accuracy of +/- 6 seconds.
 AE0842
 AE0842.The orthometric height was determined by differential leveling
 AE0842.and adjusted by the National Geodetic Survey in June 1991..
 AE0842
 AE0842.The geoid height was determined by GEOID03.
 AE0842
 AE0842.The dynamic height is computed by dividing the NAVD 88
 AE0842.geopotential number by the normal gravity value computed on the
 AE0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0842.degrees latitude (g = 980.6199 gals.).
 AE0842
 AE0842.The modeled gravity was interpolated from observed gravity values.
 AE0842
 AE0842;                    North         East    Units  Estimated Accuracy
 AE0842;SPC TX S     - 5,115,690.      290,080.      MT  (+/- 180 meters Scaled)
 AE0842
 AE0842                          SUPERSEDED SURVEY CONTROL
 AE0842
 AE0842  NGVD 29 (??/??/92)  129.768  (m)          425.75   (f) ADJ UNCH    2 0
 AE0842
 AE0842.Superseded values are not recommended for survey control.
 AE0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0842.See file dsdata.txt to determine how the superseded data were derived.
 AE0842
 AE0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ398544(NAD 83)
 AE0842_MARKER: DB = BENCH MARK DISK
 AE0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0842_STAMPING: X 770 1942
 AE0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0842+STABILITY: SURFACE MOTION
 AE0842
 AE0842  HISTORY     - Date     Condition        Report By
 AE0842  HISTORY     - 1942     MONUMENTED       CGS
 AE0842  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0842
 AE0842                          STATION DESCRIPTION
 AE0842
 AE0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0842'4.7 MI W FROM LA GLORIA.
 AE0842'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 4.7 MILES
 AE0842'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0842'IS 0.3 MILE WEST OF A CURVE IN THE ROAD.  IT IS 36.7 FEET WEST OF A
 AE0842'TRIANGULAR BLASE ON A 1.5 FOOT MESQUITE TREE, 26.8 FEET SOUTH OF AND
 AE0842'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 7.5 FEET SOUTH
 AE0842'OF THE SOUTH RIGHT-OF-WAY FENCE.  MONUMENT IS 2.8 FEET EAST OF A 4X4
 AE0842'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AE0842
 AE0842                          STATION RECOVERY (1972)
 AE0842
 AE0842'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1002 ***********************************************************************
 AE1002  DESIGNATION -  X 772
 AE1002  PID         -  AE1002
 AE1002  STATE/COUNTY-  TX/STARR
 AE1002  USGS QUAD   -  SALINENO (1980)
 AE1002
 AE1002                         *CURRENT SURVEY CONTROL
 AE1002  ___________________________________________________________________
 AE1002* NAD 83(1986)-  26 31 10.     (N)    099 05 09.     (W)     SCALED    
 AE1002* NAVD 88     -        96.875  (meters)     317.83   (feet)  ADJUSTED  
 AE1002  ___________________________________________________________________
 AE1002  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AE1002  DYNAMIC HT  -          96.717 (meters)     317.31  (feet)  COMP
 AE1002  MODELED GRAV-     979,015.8   (mgal)                       NAVD 88
 AE1002
 AE1002  VERT ORDER  -  FIRST     CLASS II
 AE1002
 AE1002.The horizontal coordinates were scaled from a topographic map and have
 AE1002.an estimated accuracy of +/- 6 seconds.
 AE1002
 AE1002.The orthometric height was determined by differential leveling
 AE1002.and adjusted by the National Geodetic Survey in June 1991..
 AE1002.WARNING-Repeat measurements at this control monument indicate possible
 AE1002.vertical movement.
 AE1002
 AE1002.The geoid height was determined by GEOID03.
 AE1002
 AE1002.The dynamic height is computed by dividing the NAVD 88
 AE1002.geopotential number by the normal gravity value computed on the
 AE1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1002.degrees latitude (g = 980.6199 gals.).
 AE1002
 AE1002.The modeled gravity was interpolated from observed gravity values.
 AE1002
 AE1002;                    North         East    Units  Estimated Accuracy
 AE1002;SPC TX S     - 5,094,620.      241,610.      MT  (+/- 180 meters Scaled)
 AE1002
 AE1002                          SUPERSEDED SURVEY CONTROL
 AE1002
 AE1002  NGVD 29 (??/??/92)   96.909  (m)          317.94   (f) ADJ UNCH    1 2
 AE1002
 AE1002.Superseded values are not recommended for survey control.
 AE1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1002.See file dsdata.txt to determine how the superseded data were derived.
 AE1002
 AE1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ914332(NAD 83)
 AE1002_MARKER: DB = BENCH MARK DISK
 AE1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1002_SP_SET: CULVERT
 AE1002_STAMPING: X 772 1942
 AE1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1002
 AE1002  HISTORY     - Date     Condition        Report By
 AE1002  HISTORY     - 1942     MONUMENTED       CGS
 AE1002  HISTORY     - 1956     GOOD             NGS
 AE1002  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1002  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1002
 AE1002                          STATION DESCRIPTION
 AE1002
 AE1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1002'4.0 MI SE FROM FALCON HIGHTS.
 AE1002'3.1 MILES SOUTHEAST ALONG FARM ROAD 2098 FROM THE POST OFFICE AT
 AE1002'FALCON HIGHTS, THENCE 0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 83, 22
 AE1002'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 AE1002'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
 AE1002
 AE1002                          STATION RECOVERY (1965)
 AE1002
 AE1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1002'MARK NOT FOUND.
 AE1002
 AE1002                          STATION RECOVERY (1981)
 AE1002
 AE1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1002'MARK NOT RECOVERED, PROBABLY GRADED OUT WHEN HIGHWAY SHOULDER WAS
 AE1002'BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0790 ***********************************************************************
 AB0790  DESIGNATION -  X 773
 AB0790  PID         -  AB0790
 AB0790  STATE/COUNTY-  TX/HIDALGO
 AB0790  USGS QUAD   -  MERCEDES (1983)
 AB0790
 AB0790                         *CURRENT SURVEY CONTROL
 AB0790  ___________________________________________________________________
 AB0790* NAD 83(1986)-  26 09 16.     (N)    097 57 42.     (W)     SCALED    
 AB0790* NAVD 88     -        23.559  (meters)      77.29   (feet)  ADJUSTED  
 AB0790  ___________________________________________________________________
 AB0790  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AB0790  DYNAMIC HT  -          23.520 (meters)      77.17  (feet)  COMP
 AB0790  MODELED GRAV-     979,009.8   (mgal)                       NAVD 88
 AB0790
 AB0790  VERT ORDER  -  FIRST     CLASS II
 AB0790
 AB0790.The horizontal coordinates were scaled from a topographic map and have
 AB0790.an estimated accuracy of +/- 6 seconds.
 AB0790
 AB0790.The orthometric height was determined by differential leveling
 AB0790.and adjusted by the National Geodetic Survey in June 1991..
 AB0790
 AB0790.The geoid height was determined by GEOID03.
 AB0790
 AB0790.The dynamic height is computed by dividing the NAVD 88
 AB0790.geopotential number by the normal gravity value computed on the
 AB0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0790.degrees latitude (g = 980.6199 gals.).
 AB0790
 AB0790.The modeled gravity was interpolated from observed gravity values.
 AB0790
 AB0790;                    North         East    Units  Estimated Accuracy
 AB0790;SPC TX S     - 5,054,160.      353,830.      MT  (+/- 180 meters Scaled)
 AB0790
 AB0790                          SUPERSEDED SURVEY CONTROL
 AB0790
 AB0790  NGVD 29 (??/??/92)   23.678  (m)           77.68   (f) ADJ UNCH    1 2
 AB0790
 AB0790.Superseded values are not recommended for survey control.
 AB0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0790.See file dsdata.txt to determine how the superseded data were derived.
 AB0790
 AB0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP037932(NAD 83)
 AB0790_MARKER: DB = BENCH MARK DISK
 AB0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0790_SP_SET: CULVERT
 AB0790_STAMPING: X 773 1942
 AB0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0790
 AB0790  HISTORY     - Date     Condition        Report By
 AB0790  HISTORY     - 1942     MONUMENTED       CGS
 AB0790  HISTORY     - 1943     GOOD             NGS
 AB0790  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0790  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0790
 AB0790                          STATION DESCRIPTION
 AB0790
 AB0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0790'3.0 MI W FROM MERCEDES.
 AB0790'BENCH MARK IS ABOUT 3.0 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AB0790'RAILROAD FROM THE STATION AT MERCEDES.  IT IS ABOUT 400.0 FEET EAST OF
 AB0790'MILE POLE NO. A-17, AT A T INTERSECTION OF ROAD WITH U.S. HIGHWAY NO.
 AB0790'83, 48.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 27.0 FEET SOUTH
 AB0790'OF THE CENTERLINE OF THE TRACKS AND 21.0 FEET EAST OF THE CENTERLINE
 AB0790'OF THE SIDE ROAD.  IT IS SET HORIZONTALLY IN THE SOUTH END OF THE EAST
 AB0790'HEADWALL OF CONCRETE CULVERT UNDER THE SIDE ROAD.  A DISK SET IN DRILL
 AB0790'HOLE.
 AB0790
 AB0790                          STATION RECOVERY (1981)
 AB0790
 AB0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0790'MARK NOT RECOVERED.
 AB0790
 AB0790                          STATION RECOVERY (1987)
 AB0790
 AB0790'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0867 ***********************************************************************
 AE0867  DESIGNATION -  X 774
 AE0867  PID         -  AE0867
 AE0867  STATE/COUNTY-  TX/JIM HOGG
 AE0867  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0867
 AE0867                         *CURRENT SURVEY CONTROL
 AE0867  ___________________________________________________________________
 AE0867* NAD 83(1986)-  26 47 18.     (N)    098 35 56.     (W)     SCALED    
 AE0867* NAVD 88     -       131.870  (meters)     432.64   (feet)  ADJUSTED  
 AE0867  ___________________________________________________________________
 AE0867  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AE0867  DYNAMIC HT  -         131.654 (meters)     431.93  (feet)  COMP
 AE0867  MODELED GRAV-     979,009.8   (mgal)                       NAVD 88
 AE0867
 AE0867  VERT ORDER  -  SECOND    CLASS 0
 AE0867
 AE0867.The horizontal coordinates were scaled from a topographic map and have
 AE0867.an estimated accuracy of +/- 6 seconds.
 AE0867
 AE0867.The orthometric height was determined by differential leveling
 AE0867.and adjusted by the National Geodetic Survey in June 1991..
 AE0867
 AE0867.The geoid height was determined by GEOID03.
 AE0867
 AE0867.The dynamic height is computed by dividing the NAVD 88
 AE0867.geopotential number by the normal gravity value computed on the
 AE0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0867.degrees latitude (g = 980.6199 gals.).
 AE0867
 AE0867.The modeled gravity was interpolated from observed gravity values.
 AE0867
 AE0867;                    North         East    Units  Estimated Accuracy
 AE0867;SPC TX S     - 5,124,280.      290,170.      MT  (+/- 180 meters Scaled)
 AE0867
 AE0867                          SUPERSEDED SURVEY CONTROL
 AE0867
 AE0867  NGVD 29 (??/??/92)  131.925  (m)          432.82   (f) ADJ UNCH    2 0
 AE0867
 AE0867.Superseded values are not recommended for survey control.
 AE0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0867.See file dsdata.txt to determine how the superseded data were derived.
 AE0867
 AE0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ398630(NAD 83)
 AE0867_MARKER: DB = BENCH MARK DISK
 AE0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0867_STAMPING: X 774 1942
 AE0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0867+STABILITY: SURFACE MOTION
 AE0867
 AE0867  HISTORY     - Date     Condition        Report By
 AE0867  HISTORY     - 1942     MONUMENTED       CGS
 AE0867
 AE0867                          STATION DESCRIPTION
 AE0867
 AE0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0867'2.0 MI E FROM RANCHO VIEJO.
 AE0867'TO REACH FROM A MEXICAN SETTLEMENT CALLED RANCHO VIEJO (ABOUT MIDWAY
 AE0867'BETWEEN RIO GRANDE CITY AND HEBBRONVILLE), PROCEED 2.0 MILES EASTERLY
 AE0867'ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ON THE
 AE0867'EAST SLOPE OF A SMALL HILL.  IT IS 0.15 MILE WEST OF A CATTLE GUARD
 AE0867'ACROSS THE ROAD, 18.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AE0867'THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.2 FEET WEST OF A 4X4 INCH
 AE0867'WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0122 ***********************************************************************
 AB0122  DESIGNATION -  X 776
 AB0122  PID         -  AB0122
 AB0122  STATE/COUNTY-  TX/CAMERON
 AB0122  USGS QUAD   -  SOUTHMOST (1955)
 AB0122
 AB0122                         *CURRENT SURVEY CONTROL
 AB0122  ___________________________________________________________________
 AB0122* NAD 83(1986)-  25 51 35.     (N)    097 23 25.     (W)     SCALED    
 AB0122* NAVD 88     -         6.724  (meters)      22.06   (feet)  ADJUSTED  
 AB0122  ___________________________________________________________________
 AB0122  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 AB0122  DYNAMIC HT  -           6.713 (meters)      22.02  (feet)  COMP
 AB0122  MODELED GRAV-     979,036.0   (mgal)                       NAVD 88
 AB0122
 AB0122  VERT ORDER  -  SECOND    CLASS 0
 AB0122
 AB0122.The horizontal coordinates were scaled from a topographic map and have
 AB0122.an estimated accuracy of +/- 6 seconds.
 AB0122
 AB0122.The orthometric height was determined by differential leveling
 AB0122.and adjusted by the National Geodetic Survey in June 1991..
 AB0122
 AB0122.The geoid height was determined by GEOID03.
 AB0122
 AB0122.The dynamic height is computed by dividing the NAVD 88
 AB0122.geopotential number by the normal gravity value computed on the
 AB0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0122.degrees latitude (g = 980.6199 gals.).
 AB0122
 AB0122.The modeled gravity was interpolated from observed gravity values.
 AB0122
 AB0122;                    North         East    Units  Estimated Accuracy
 AB0122;SPC TX S     - 5,021,880.      411,240.      MT  (+/- 180 meters Scaled)
 AB0122
 AB0122                          SUPERSEDED SURVEY CONTROL
 AB0122
 AB0122  NGVD 29 (??/??/92)    6.817  (m)           22.37   (f) ADJ UNCH    2 0
 AB0122
 AB0122.Superseded values are not recommended for survey control.
 AB0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0122.See file dsdata.txt to determine how the superseded data were derived.
 AB0122
 AB0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP613611(NAD 83)
 AB0122_MARKER: DB = BENCH MARK DISK
 AB0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0122_STAMPING: X 776 1942
 AB0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0122+STABILITY: SURFACE MOTION
 AB0122
 AB0122  HISTORY     - Date     Condition        Report By
 AB0122  HISTORY     - 1942     MONUMENTED       CGS
 AB0122  HISTORY     - 1950     GOOD             NGS
 AB0122
 AB0122                          STATION DESCRIPTION
 AB0122
 AB0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0122'9.1 MI SE FROM BROWNSVILLE.
 AB0122'FROM THE N. END OF THE GATEWAY BRIDGE IN BROWNSVILLE, GO NE. ON STATE
 AB0122'HIGHWAY NO. 4 (E 14TH STREET) FOR 1.4 MILES TO INTERSECTION OF
 AB0122'SOUTHMOST ROAD, TURN SE. (RIGHT) ON SOUTHMOST ROAD AND GO 7.5 MILES TO
 AB0122'END OF PAVEMENT, CONTINUE SOUTHERLY ON GRADED DIRT ROAD FOR 0.2 MILE
 AB0122'TO A T ROAD INTERSECTION AND SITE OF MARK.  BENCH MARK IS 80 FT. E. OF
 AB0122'THE CENTERLINE OF THE T ROAD INTERSECTION, 33 FT. E. OF THE E. END OF
 AB0122'A BRICK ENTRANCE WALL, 24 FT. S. OF THE CENTERLINE OF THE E-W ROAD,
 AB0122'3.0 FT. S. OF A TELEPHONE LINE POLE, AND 3.0 FT. E. OF A 4X4 INCH
 AB0122'WOODEN WITNESS POST.  A STANDARD DISK SET IN A CONCRETE POST
 AB0122'PROJECTING 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0603 ***********************************************************************
 AJ0603  DESIGNATION -  X 777 RESET 1968
 AJ0603  PID         -  AJ0603
 AJ0603  STATE/COUNTY-  TX/JIM HOGG
 AJ0603  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0603
 AJ0603                         *CURRENT SURVEY CONTROL
 AJ0603  ___________________________________________________________________
 AJ0603* NAD 83(1986)-  27 04 15.     (N)    098 50 11.     (W)     SCALED    
 AJ0603* NAVD 88     -       222.58   (meters)     730.2    (feet)  RESET     
 AJ0603  ___________________________________________________________________
 AJ0603  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AJ0603
 AJ0603  VERT ORDER  -  THIRD
 AJ0603
 AJ0603.The horizontal coordinates were scaled from a topographic map and have
 AJ0603.an estimated accuracy of +/- 6 seconds.
 AJ0603
 AJ0603.The orthometric height was computed from unverified reset data.
 AJ0603
 AJ0603.The geoid height was determined by GEOID03.
 AJ0603
 AJ0603;                    North         East    Units  Estimated Accuracy
 AJ0603;SPC TX S     - 5,155,610.      266,640.      MT  (+/- 180 meters Scaled)
 AJ0603
 AJ0603                          SUPERSEDED SURVEY CONTROL
 AJ0603
 AJ0603.No superseded survey control is available for this station.
 AJ0603
 AJ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ162942(NAD 83)
 AJ0603_MARKER: DB = BENCH MARK DISK
 AJ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0603_STAMPING: X 777 RESET 1968
 AJ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0603+STABILITY: SURFACE MOTION
 AJ0603
 AJ0603  HISTORY     - Date     Condition        Report By
 AJ0603  HISTORY     - 1968     MONUMENTED       CGS
 AJ0603
 AJ0603                          STATION DESCRIPTION
 AJ0603
 AJ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AJ0603'20.75 MI SW FROM HEBBRONVILLE.
 AJ0603'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAYS 16-285 FROM THERE JUNCTION
 AJ0603'WITH STATE HIGHWAY 359 IN HEBBRONVILLE, THENCE 20.35 MILES SOUTHWEST
 AJ0603'ALONG STATE HIGHWAY 16 TO SITE OF BENCH MARK, 60 FEET SOUTH OF THE
 AJ0603'CENTER LINE OF STATE HIGHWAY 16, 114 FEET WEST OF A POWER LINE POLE, 1
 AJ0603'FOOT WEST OF A METAL WITNESS POST, 6 INCHES NORTH OF THE RIGHT-OF-WAY
 AJ0603'FENCE, AND AT TEXAS HIGHWAY DEPARTMENT STATION 1850 + 37. A STANDARD C
 AJ0603'AND GS BENCH MARK DISK, SET IN A 10 X 10 IN. CONCRETE POST WHICH
 AJ0603'PROJECTS 4 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0650 ***********************************************************************
 AJ0650  DESIGNATION -  X 778
 AJ0650  PID         -  AJ0650
 AJ0650  STATE/COUNTY-  TX/JIM HOGG
 AJ0650  USGS QUAD   -  RANDADO (1972)
 AJ0650
 AJ0650                         *CURRENT SURVEY CONTROL
 AJ0650  ___________________________________________________________________
 AJ0650* NAD 83(1986)-  27 05 02.     (N)    098 55 24.     (W)     SCALED    
 AJ0650* NAVD 88     -       187.867  (meters)     616.36   (feet)  POSTED    
 AJ0650  ___________________________________________________________________
 AJ0650  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AJ0650  DYNAMIC HT  -         187.560 (meters)     615.35  (feet)  COMP
 AJ0650  MODELED GRAV-     979,021.0   (mgal)                       NAVD 88
 AJ0650
 AJ0650  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AJ0650
 AJ0650.The horizontal coordinates were scaled from a topographic map and have
 AJ0650.an estimated accuracy of +/- 6 seconds.
 AJ0650
 AJ0650.The orthometric height was determined by differential leveling
 AJ0650.and adjusted by the National Geodetic Survey in 1992..
 AJ0650.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AJ0650.rate of 3.1 thru 4.0 mm/km.
 AJ0650
 AJ0650.The geoid height was determined by GEOID03.
 AJ0650
 AJ0650.The dynamic height is computed by dividing the NAVD 88
 AJ0650.geopotential number by the normal gravity value computed on the
 AJ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0650.degrees latitude (g = 980.6199 gals.).
 AJ0650
 AJ0650.The modeled gravity was interpolated from observed gravity values.
 AJ0650
 AJ0650;                    North         East    Units  Estimated Accuracy
 AJ0650;SPC TX S     - 5,157,090.      258,020.      MT  (+/- 180 meters Scaled)
 AJ0650
 AJ0650                          SUPERSEDED SURVEY CONTROL
 AJ0650
 AJ0650  NGVD 29 (??/??/92)  187.882  (m)          616.41   (f) ADJ UNCH    2 0
 AJ0650
 AJ0650.Superseded values are not recommended for survey control.
 AJ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0650.See file dsdata.txt to determine how the superseded data were derived.
 AJ0650
 AJ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ076957(NAD 83)
 AJ0650_MARKER: DB = BENCH MARK DISK
 AJ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0650_STAMPING: X 778 1943
 AJ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0650+STABILITY: SURFACE MOTION
 AJ0650
 AJ0650  HISTORY     - Date     Condition        Report By
 AJ0650  HISTORY     - 1943     MONUMENTED       CGS
 AJ0650  HISTORY     - 1949     GOOD             NGS
 AJ0650  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0650
 AJ0650                          STATION DESCRIPTION
 AJ0650
 AJ0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0650'5.2 MI NE FROM ESCOBAS.
 AJ0650'A STANDARD DISK IN THE TOP OF A CONCRETE MONUMENT, 8 INCHES SQUARE,
 AJ0650'PROJECTING 2 INCHES, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AJ0650'39 FEET WEST OF THE CENTERLINE OF A ROAD LEADING NORTH OVER A CATTLE
 AJ0650'GUARD, 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND 3 FEET EAST OF
 AJ0650'A WHITE 4X4 WITNESS POST.  TO REACH FROM ESCOBAS - GO NORTH AND EAST
 AJ0650'ON THE HIGHWAY FROM THE CEMETERY 5.2 MILES TO THE BENCH MARK ON THE
 AJ0650'LEFT OR WEST SIDE OF THE HIGHWAY.  THIS IS 26.6 MILES SOUTHWEST FROM
 AJ0650'HEBBRONVILLE AND IS 0.4 MILE WEST OF THE CROSSROAD AND SMALL BAR, ALL
 AJ0650'THAT REMAINS OF THE FORMER SETTLEMENT OF PETROLEUM.
 AJ0650
 AJ0650                          STATION RECOVERY (1972)
 AJ0650
 AJ0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0634 ***********************************************************************
 AJ0634  DESIGNATION -  X 779
 AJ0634  PID         -  AJ0634
 AJ0634  STATE/COUNTY-  TX/JIM HOGG
 AJ0634  USGS QUAD   -  ALBERCAS RANCH (1972)
 AJ0634
 AJ0634                         *CURRENT SURVEY CONTROL
 AJ0634  ___________________________________________________________________
 AJ0634* NAD 83(1986)-  27 15 40.     (N)    098 57 07.     (W)     SCALED    
 AJ0634* NAVD 88     -       259.225  (meters)     850.47   (feet)  POSTED    
 AJ0634  ___________________________________________________________________
 AJ0634  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AJ0634  DYNAMIC HT  -         258.810 (meters)     849.11  (feet)  COMP
 AJ0634  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 AJ0634
 AJ0634  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0634
 AJ0634.The horizontal coordinates were scaled from a topographic map and have
 AJ0634.an estimated accuracy of +/- 6 seconds.
 AJ0634
 AJ0634.The orthometric height was determined by differential leveling
 AJ0634.and adjusted by the National Geodetic Survey in 1992..
 AJ0634.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0634.rate of 1.1 thru 2.0 mm/km.
 AJ0634
 AJ0634.The geoid height was determined by GEOID03.
 AJ0634
 AJ0634.The dynamic height is computed by dividing the NAVD 88
 AJ0634.geopotential number by the normal gravity value computed on the
 AJ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0634.degrees latitude (g = 980.6199 gals.).
 AJ0634
 AJ0634.The modeled gravity was interpolated from observed gravity values.
 AJ0634
 AJ0634;                    North         East    Units  Estimated Accuracy
 AJ0634;SPC TX S     - 5,176,730.      255,250.      MT  (+/- 180 meters Scaled)
 AJ0634
 AJ0634                          SUPERSEDED SURVEY CONTROL
 AJ0634
 AJ0634  NGVD 29 (??/??/92)  259.251  (m)          850.56   (f) ADJ UNCH    2 0
 AJ0634
 AJ0634.Superseded values are not recommended for survey control.
 AJ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0634.See file dsdata.txt to determine how the superseded data were derived.
 AJ0634
 AJ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR047153(NAD 83)
 AJ0634_MARKER: DB = BENCH MARK DISK
 AJ0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0634_STAMPING: X 779 1943
 AJ0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0634+STABILITY: SURFACE MOTION
 AJ0634
 AJ0634  HISTORY     - Date     Condition        Report By
 AJ0634  HISTORY     - 1943     MONUMENTED       CGS
 AJ0634  HISTORY     - 1973     MARK NOT FOUND   USGS
 AJ0634
 AJ0634                          STATION DESCRIPTION
 AJ0634
 AJ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0634'12.6 MI S FROM MIRANDO CITY.
 AJ0634'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0634'PAVED ROAD, GO 12.0 MILES TO END OF THE PAVEMENT, CONTINUE SOUTHERLY
 AJ0634'ON GRADED DIRT ROAD AND GO 0.6 MILES TO A SMALL SAND HILL AND SITE OF
 AJ0634'BENCH MARK.  BENCH MARK IS ABOUT 100 FEET NORTH OF A SMALL CURVE ON
 AJ0634'TOP OF THE HILL.  31 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0634'CENTERLINE OF THE ROAD.  AND 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN
 AJ0634'MARKER POST.
 AJ0634
 AJ0634                          STATION RECOVERY (1973)
 AJ0634
 AJ0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AJ0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0001 ***********************************************************************
 AZ0001  DESIGNATION -  X 78
 AZ0001  PID         -  AZ0001
 AZ0001  STATE/COUNTY-  TX/EDWARDS
 AZ0001  USGS QUAD   -  BLACK WATERHOLE (1971)
 AZ0001
 AZ0001                         *CURRENT SURVEY CONTROL
 AZ0001  ___________________________________________________________________
 AZ0001* NAD 83(1986)-  29 59 59.     (N)    100 27 44.     (W)     SCALED    
 AZ0001* NAVD 88     -       674.725  (meters)    2213.66   (feet)  POSTED    
 AZ0001  ___________________________________________________________________
 AZ0001  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 AZ0001  DYNAMIC HT  -         673.720 (meters)    2210.36  (feet)  COMP
 AZ0001  MODELED GRAV-     979,136.5   (mgal)                       NAVD 88
 AZ0001
 AZ0001  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0001
 AZ0001.The horizontal coordinates were scaled from a topographic map and have
 AZ0001.an estimated accuracy of +/- 6 seconds.
 AZ0001
 AZ0001.The orthometric height was determined by differential leveling
 AZ0001.and adjusted by the National Geodetic Survey in 1992..
 AZ0001.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0001.rate of 1.1 thru 2.0 mm/km.
 AZ0001
 AZ0001.The geoid height was determined by GEOID03.
 AZ0001
 AZ0001.The dynamic height is computed by dividing the NAVD 88
 AZ0001.geopotential number by the normal gravity value computed on the
 AZ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0001.degrees latitude (g = 980.6199 gals.).
 AZ0001
 AZ0001.The modeled gravity was interpolated from observed gravity values.
 AZ0001
 AZ0001;                    North         East    Units  Estimated Accuracy
 AZ0001;SPC TXSC     - 4,240,980.      458,930.      MT  (+/- 180 meters Scaled)
 AZ0001
 AZ0001                          SUPERSEDED SURVEY CONTROL
 AZ0001
 AZ0001  NGVD 29 (??/??/92)  674.661  (m)         2213.45   (f) ADJ UNCH    1 2
 AZ0001
 AZ0001.Superseded values are not recommended for survey control.
 AZ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0001.See file dsdata.txt to determine how the superseded data were derived.
 AZ0001
 AZ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU589196(NAD 83)
 AZ0001_MARKER: DB = BENCH MARK DISK
 AZ0001_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0001_SP_SET: OUTCROP
 AZ0001_STAMPING: 2213.592 X 78 1931
 AZ0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0001+STABILITY: POSITION/ELEVATION WELL
 AZ0001
 AZ0001  HISTORY     - Date     Condition        Report By
 AZ0001  HISTORY     - 1931     MONUMENTED       CGS
 AZ0001
 AZ0001                          STATION DESCRIPTION
 AZ0001
 AZ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AZ0001'15.9 MI SW FROM ROCKSPRINGS.
 AZ0001'15.9 MILES SOUTHWEST ALONG STATE HIGHWAY 41 FROM ROCKSPRINGS, EDWARDS
 AZ0001'COUNTY, 225 FEET SOUTHEAST OF THE H.C. DAVIS RANCH HOUSE, 45 FEET
 AZ0001'SOUTH OF THE HIGHWAY, AND IN THE TOP OF A FLAT ROCK OUTCROP.  A
 AZ0001'STANDARD DISK, ERRONEOUSLY STAMPED 2213.592 X 78 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0002 ***********************************************************************
 AZ0002  DESIGNATION -  X 78 RESET 1962
 AZ0002  PID         -  AZ0002
 AZ0002  STATE/COUNTY-  TX/EDWARDS
 AZ0002  USGS QUAD   -  BLACK WATERHOLE (1971)
 AZ0002
 AZ0002                         *CURRENT SURVEY CONTROL
 AZ0002  ___________________________________________________________________
 AZ0002* NAD 83(1986)-  30 00 00.     (N)    100 27 46.     (W)     SCALED    
 AZ0002* NAVD 88     -       675.213  (meters)    2215.26   (feet)  ADJUSTED  
 AZ0002  ___________________________________________________________________
 AZ0002  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 AZ0002  DYNAMIC HT  -         674.211 (meters)    2211.97  (feet)  COMP
 AZ0002  MODELED GRAV-     979,136.6   (mgal)                       NAVD 88
 AZ0002
 AZ0002  VERT ORDER  -  FIRST     CLASS II
 AZ0002
 AZ0002.The horizontal coordinates were scaled from a topographic map and have
 AZ0002.an estimated accuracy of +/- 6 seconds.
 AZ0002
 AZ0002.The orthometric height was determined by differential leveling
 AZ0002.and adjusted by the National Geodetic Survey in June 1991..
 AZ0002
 AZ0002.The geoid height was determined by GEOID03.
 AZ0002
 AZ0002.The dynamic height is computed by dividing the NAVD 88
 AZ0002.geopotential number by the normal gravity value computed on the
 AZ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0002.degrees latitude (g = 980.6199 gals.).
 AZ0002
 AZ0002.The modeled gravity was interpolated from observed gravity values.
 AZ0002
 AZ0002;                    North         East    Units  Estimated Accuracy
 AZ0002;SPC TXSC     - 4,241,010.      458,880.      MT  (+/- 180 meters Scaled)
 AZ0002
 AZ0002                          SUPERSEDED SURVEY CONTROL
 AZ0002
 AZ0002.No superseded survey control is available for this station.
 AZ0002
 AZ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU589196(NAD 83)
 AZ0002_MARKER: DB = BENCH MARK DISK
 AZ0002_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0002_SP_SET: OUTCROP
 AZ0002_STAMPING: X 78 RESET 1962
 AZ0002_MARK LOGO: CGS   
 AZ0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0002+STABILITY: POSITION/ELEVATION WELL
 AZ0002
 AZ0002  HISTORY     - Date     Condition        Report By
 AZ0002  HISTORY     - 1962     MONUMENTED       CGS
 AZ0002  HISTORY     - 1971     GOOD             USGS
 AZ0002  HISTORY     - 1981     GOOD             NGS
 AZ0002
 AZ0002                          STATION DESCRIPTION
 AZ0002
 AZ0002'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0002'15.9 MI SW FROM ROCKSPRINGS.
 AZ0002'15.9 MILES SW ALONG U.S. HWY 377 FROM THE COURTHOUSE AT ROCKSPRINGS,
 AZ0002'EDWARDS COUNTY.  114 FEET SE OF THE MERLIN DAVIS RANCH HOUSE, 63 FEET
 AZ0002'NORTH OF THE CENTERLINE OF THE HWY, 35 FEET EAST OF A FENCE CORNER, 5
 AZ0002'FEET NORTH OF THE ROW FENCE.  A STANDARD DISK STAMPED X 78 RESET 1962
 AZ0002'AND SET IN A FLAT ROCK OUTCROP.
 AZ0002
 AZ0002                          STATION RECOVERY (1981)
 AZ0002
 AZ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0002'25.8 KM (16.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0002'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, 0.1 KM (0.05 MI) EAST
 AZ0002'OF A DRIVEWAY LEADING TO A STONE RANCH HOUSE, IN THE CENTER OF A 4 BY
 AZ0002'6 FT EXPOSED AREA OF OUTCROPPING, 30.5 METERS (100.1 FT) SOUTHEAST OF
 AZ0002'THE SOUTHEAST CORNER OF THE H. S.  DAVIS RANCH HOUSE, 19.2 METERS
 AZ0002'(63.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.0 METERS (36.1
 AZ0002'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE FENCE AROUND THE
 AZ0002'RANCH HOUSE, 10.7 METERS (35.1 FT) EAST-NORTHEAST OF A T-FENCE CORNER
 AZ0002'AND 1.6 METERS (5.2 FT) NORTH OF A FENCE.
 AZ0002'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0884 ***********************************************************************
 AE0884  DESIGNATION -  X 781
 AE0884  PID         -  AE0884
 AE0884  STATE/COUNTY-  TX/JIM HOGG
 AE0884  USGS QUAD   -  AGUA NUEVA (1972)
 AE0884
 AE0884                         *CURRENT SURVEY CONTROL
 AE0884  ___________________________________________________________________
 AE0884* NAD 83(1986)-  26 59 23.     (N)    098 35 20.     (W)     SCALED    
 AE0884* NAVD 88     -       129.734  (meters)     425.64   (feet)  ADJUSTED  
 AE0884  ___________________________________________________________________
 AE0884  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AE0884  DYNAMIC HT  -         129.524 (meters)     424.95  (feet)  COMP
 AE0884  MODELED GRAV-     979,023.7   (mgal)                       NAVD 88
 AE0884
 AE0884  VERT ORDER  -  SECOND    CLASS 0
 AE0884
 AE0884.The horizontal coordinates were scaled from a topographic map and have
 AE0884.an estimated accuracy of +/- 6 seconds.
 AE0884
 AE0884.The orthometric height was determined by differential leveling
 AE0884.and adjusted by the National Geodetic Survey in June 1991..
 AE0884
 AE0884.The geoid height was determined by GEOID03.
 AE0884
 AE0884.The dynamic height is computed by dividing the NAVD 88
 AE0884.geopotential number by the normal gravity value computed on the
 AE0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0884.degrees latitude (g = 980.6199 gals.).
 AE0884
 AE0884.The modeled gravity was interpolated from observed gravity values.
 AE0884
 AE0884;                    North         East    Units  Estimated Accuracy
 AE0884;SPC TX S     - 5,146,590.      291,180.      MT  (+/- 180 meters Scaled)
 AE0884
 AE0884                          SUPERSEDED SURVEY CONTROL
 AE0884
 AE0884  NGVD 29 (??/??/92)  129.775  (m)          425.77   (f) ADJ UNCH    2 0
 AE0884
 AE0884.Superseded values are not recommended for survey control.
 AE0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0884.See file dsdata.txt to determine how the superseded data were derived.
 AE0884
 AE0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ407853(NAD 83)
 AE0884_MARKER: DB = BENCH MARK DISK
 AE0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0884_STAMPING: X 781 1943
 AE0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0884+STABILITY: SURFACE MOTION
 AE0884
 AE0884  HISTORY     - Date     Condition        Report By
 AE0884  HISTORY     - 1943     MONUMENTED       CGS
 AE0884  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0884
 AE0884                          STATION DESCRIPTION
 AE0884
 AE0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0884'7.4 MI N FROM AGUA NUEVA.
 AE0884'TO REACH FROM THE POST OFFICE AT AGUA NUEVA.  PROCEED NORTHERLY ON THE
 AE0884'ROAD TO HEBBRONVILLE AND GO 7.4 MILES TO SITE OF BENCH MARK. BENCH
 AE0884'MARK IS ABOUT 2.0 MILES SOUTH OF THE INTERSECTION OF THE ROAD TO THE
 AE0884'PALANGANA RANCH.  ABOUT 0.2 MILE NORTH OF A CATTLEGUARD.  24 FEET WEST
 AE0884'OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD. 9.0 FEET NORTH
 AE0884'OF A TELEPHONE LINE POLE.  3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN
 AE0884'MARKER POST.  AND 1.0 FOOT EAST OF THE RIGHT OF WAY FENCE.
 AE0884
 AE0884                          STATION RECOVERY (1972)
 AE0884
 AE0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0964 ***********************************************************************
 AE0964  DESIGNATION -  X 782
 AE0964  PID         -  AE0964
 AE0964  STATE/COUNTY-  TX/JIM HOGG
 AE0964  USGS QUAD   -  SAN ANTONIO VIEJO (1993)
 AE0964
 AE0964                         *CURRENT SURVEY CONTROL
 AE0964  ___________________________________________________________________
 AE0964* NAD 83(1986)-  26 56 59.     (N)    098 48 46.     (W)     SCALED    
 AE0964* NAVD 88     -       218.704  (meters)     717.53   (feet)  ADJUSTED  
 AE0964  ___________________________________________________________________
 AE0964  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AE0964  DYNAMIC HT  -         218.345 (meters)     716.35  (feet)  COMP
 AE0964  MODELED GRAV-     979,002.9   (mgal)                       NAVD 88
 AE0964
 AE0964  VERT ORDER  -  SECOND    CLASS 0
 AE0964
 AE0964.The horizontal coordinates were scaled from a topographic map and have
 AE0964.an estimated accuracy of +/- 6 seconds.
 AE0964
 AE0964.The orthometric height was determined by differential leveling
 AE0964.and adjusted by the National Geodetic Survey in June 1991..
 AE0964
 AE0964.The geoid height was determined by GEOID03.
 AE0964
 AE0964.The dynamic height is computed by dividing the NAVD 88
 AE0964.geopotential number by the normal gravity value computed on the
 AE0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0964.degrees latitude (g = 980.6199 gals.).
 AE0964
 AE0964.The modeled gravity was interpolated from observed gravity values.
 AE0964
 AE0964;                    North         East    Units  Estimated Accuracy
 AE0964;SPC TX S     - 5,142,190.      268,950.      MT  (+/- 180 meters Scaled)
 AE0964
 AE0964                          SUPERSEDED SURVEY CONTROL
 AE0964
 AE0964  NGVD 29 (??/??/92)  218.718  (m)          717.58   (f) ADJ UNCH    2 0
 AE0964
 AE0964.Superseded values are not recommended for survey control.
 AE0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0964.See file dsdata.txt to determine how the superseded data were derived.
 AE0964
 AE0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ185808(NAD 83)
 AE0964_MARKER: DB = BENCH MARK DISK
 AE0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0964_STAMPING: X 782 1943
 AE0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0964+STABILITY: SURFACE MOTION
 AE0964
 AE0964  HISTORY     - Date     Condition        Report By
 AE0964  HISTORY     - 1943     MONUMENTED       CGS
 AE0964
 AE0964                          STATION DESCRIPTION
 AE0964
 AE0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0964'1.3 MI E FROM T T EAST RANCH HEADQUARTERS.
 AE0964'TO REACH FROM THE T. T. EAST RANCH HEADQUARTERS, PROCEED EASTERLY ON
 AE0964'TRACK ROAD AND GO 1.3 MILES TO THE INTERSECTION OF A DIM TRACK ROAD
 AE0964'LEADING NORTHWEST AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3
 AE0964'MILE EAST OF A GATE IN THE FENCE ACROSS THE ROAD.  30 FEET NORTH OF
 AE0964'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE EAST-WEST ROAD.
 AE0964'27 FEET SOUTHWEST OF THE CENTERLINE OF THE DIM TRACK ROAD.  3.0 FEET
 AE0964'WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1308 ***********************************************************************
 AX1308  DESIGNATION -  X 783
 AX1308  PID         -  AX1308
 AX1308  STATE/COUNTY-  TX/BASTROP
 AX1308  USGS QUAD   -  TOGO (1981)
 AX1308
 AX1308                         *CURRENT SURVEY CONTROL
 AX1308  ___________________________________________________________________
 AX1308* NAD 83(1986)-  29 57 13.     (N)    097 13 00.     (W)     SCALED    
 AX1308* NAVD 88     -       139.65   (+/-2cm)     458.2    (feet)  VERTCON   
 AX1308  ___________________________________________________________________
 AX1308  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AX1308
 AX1308  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1308
 AX1308.The horizontal coordinates were scaled from a topographic map and have
 AX1308.an estimated accuracy of +/- 6 seconds.
 AX1308
 AX1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1308.The vertical order pertains to the NGVD 29 superseded value.
 AX1308
 AX1308.The geoid height was determined by GEOID03.
 AX1308
 AX1308;                    North         East    Units  Estimated Accuracy
 AX1308;SPC TX C     - 3,036,030.    1,000,830.      MT  (+/- 180 meters Scaled)
 AX1308
 AX1308                          SUPERSEDED SURVEY CONTROL
 AX1308
 AX1308  NGVD 29 (??/??/92)  139.597  (m)          457.99   (f) ADJ UNCH    1 2
 AX1308
 AX1308.Superseded values are not recommended for survey control.
 AX1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1308.See file dsdata.txt to determine how the superseded data were derived.
 AX1308
 AX1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU720149(NAD 83)
 AX1308_MARKER: DB = BENCH MARK DISK
 AX1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1308_SP_SET: CULVERT
 AX1308_STAMPING: X 783 1943
 AX1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1308
 AX1308  HISTORY     - Date     Condition        Report By
 AX1308  HISTORY     - 1943     MONUMENTED       CGS
 AX1308
 AX1308                          STATION DESCRIPTION
 AX1308
 AX1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1308'5.4 MI W FROM SMITHVILLE.
 AX1308'5.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1308'STATION AT SMITHVILLE, 0.1 MILE SOUTHWEST OF A ROAD CROSSING, ABOUT 60
 AX1308'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AT A CONCRETE CULVERT
 AX1308'UNDER A GRAVEL ROAD PARALLELING THE TRACK, IN THE TOP OF THE SOUTHWEST
 AX1308'END OF THE NORTHWEST HEADWALL, 12 FEET NORTHWEST OF THE CENTERLINE OF
 AX1308'THE ROAD, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 AX1308'STAMPED X 783 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2117 ***********************************************************************
 AX2117  DESIGNATION -  X 784
 AX2117  PID         -  AX2117
 AX2117  STATE/COUNTY-  TX/CALDWELL
 AX2117  USGS QUAD   -  DALE (1981)
 AX2117
 AX2117                         *CURRENT SURVEY CONTROL
 AX2117  ___________________________________________________________________
 AX2117* NAD 83(1986)-  29 56 25.     (N)    097 30 23.     (W)     SCALED    
 AX2117* NAVD 88     -       140.71   (+/-2cm)     461.6    (feet)  VERTCON   
 AX2117  ___________________________________________________________________
 AX2117  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2117
 AX2117  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2117
 AX2117.The horizontal coordinates were scaled from a topographic map and have
 AX2117.an estimated accuracy of +/- 6 seconds.
 AX2117
 AX2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2117.The vertical order pertains to the NGVD 29 superseded value.
 AX2117
 AX2117.The geoid height was determined by GEOID03.
 AX2117
 AX2117;                    North         East    Units  Estimated Accuracy
 AX2117;SPC TXSC     - 4,234,430.      744,180.      MT  (+/- 180 meters Scaled)
 AX2117
 AX2117                          SUPERSEDED SURVEY CONTROL
 AX2117
 AX2117  NGVD 29 (??/??/92)  140.636  (m)          461.40   (f) ADJ UNCH    1 2
 AX2117
 AX2117.Superseded values are not recommended for survey control.
 AX2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2117.See file dsdata.txt to determine how the superseded data were derived.
 AX2117
 AX2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU441131(NAD 83)
 AX2117_MARKER: DB = BENCH MARK DISK
 AX2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2117_STAMPING: X 784 1943
 AX2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2117+STABILITY: SURFACE MOTION
 AX2117
 AX2117  HISTORY     - Date     Condition        Report By
 AX2117  HISTORY     - 1943     MONUMENTED       CGS
 AX2117  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2117  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 AX2117
 AX2117                          STATION DESCRIPTION
 AX2117
 AX2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2117'4.5 MI SW FROM REDROCK.
 AX2117'IN CALDWELL COUNTY, 4.5 MILES SOUTHWEST ALONG THE
 AX2117'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT REDROCK, BASTROP
 AX2117'COUNTY, ABOUT 350 FEET NORTHEAST OF A TRACK-ROAD CROSSING, 12 FEET
 AX2117'EAST OF THE FIRST POLE NORTHEAST OF MILEPOST 25, 49 FEET SOUTHEAST OF
 AX2117'THE CENTERLINE OF THE TRACK, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY
 AX2117'FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST AND 3 FEET LOWER
 AX2117'THAN THE TRACK.  A STANDARD DISK, STAMPED X 784 1943 AND SET IN THE
 AX2117'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2117
 AX2117                          STATION RECOVERY (1999)
 AX2117
 AX2117'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2117'MARK NOT FOUND.
 AX2117
 AX2117                          STATION RECOVERY (2006)
 AX2117
 AX2117'RECOVERY NOTE BY US POWER SQUADRON 2006 (WBM)
 AX2117'NO APPARENT CHANGE TO LANDSCAPE FOUND STEEL PIN 1 FOOT ABOVE GROUND IN
 AX2117'AREA OF POSSIBLE MONUMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2147 ***********************************************************************
 AX2147  DESIGNATION -  X 785
 AX2147  PID         -  AX2147
 AX2147  STATE/COUNTY-  TX/CALDWELL
 AX2147  USGS QUAD   -  UHLAND (1994)
 AX2147
 AX2147                         *CURRENT SURVEY CONTROL
 AX2147  ___________________________________________________________________
 AX2147* NAD 83(1986)-  29 52 47.     (N)    097 49 07.     (W)     SCALED    
 AX2147* NAVD 88     -       179.46   (+/-2cm)     588.8    (feet)  VERTCON   
 AX2147  ___________________________________________________________________
 AX2147  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AX2147
 AX2147  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2147
 AX2147.The horizontal coordinates were scaled from a topographic map and have
 AX2147.an estimated accuracy of +/- 6 seconds.
 AX2147
 AX2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2147.The vertical order pertains to the NGVD 29 superseded value.
 AX2147
 AX2147.The geoid height was determined by GEOID03.
 AX2147
 AX2147;                    North         East    Units  Estimated Accuracy
 AX2147;SPC TXSC     - 4,227,370.      714,110.      MT  (+/- 180 meters Scaled)
 AX2147
 AX2147                          SUPERSEDED SURVEY CONTROL
 AX2147
 AX2147  NGVD 29 (??/??/92)  179.375  (m)          588.50   (f) ADJ UNCH    1 2
 AX2147
 AX2147.Superseded values are not recommended for survey control.
 AX2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2147.See file dsdata.txt to determine how the superseded data were derived.
 AX2147
 AX2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU140060(NAD 83)
 AX2147_MARKER: DB = BENCH MARK DISK
 AX2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2147_STAMPING: X 785 1943
 AX2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2147+STABILITY: SURFACE MOTION
 AX2147
 AX2147  HISTORY     - Date     Condition        Report By
 AX2147  HISTORY     - 1943     MONUMENTED       CGS
 AX2147  HISTORY     - 1943     GOOD             NGS
 AX2147  HISTORY     - 1964     GOOD             USGS
 AX2147  HISTORY     - 19870721 MARK NOT FOUND   USPSQD
 AX2147  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2147  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2147
 AX2147                          STATION DESCRIPTION
 AX2147
 AX2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2147'1.3 MI W FROM MAXWELL.
 AX2147'1.3 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2147'STATION AT MAXWELL, 0.2 MILE WEST OF MILEPOST 45, 0.1 MILE WEST OF A
 AX2147'SMALL BRIDGE, 40 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 4 FEET
 AX2147'EAST OF A POLE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, 1.5 FEET
 AX2147'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 785 1943 AND SET IN
 AX2147'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2147
 AX2147                          STATION RECOVERY (1964)
 AX2147
 AX2147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX2147'RECOVERED IN GOOD CONDITION.
 AX2147
 AX2147                          STATION RECOVERY (1987)
 AX2147
 AX2147'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2147'MARK NOT FOUND.
 AX2147
 AX2147                          STATION RECOVERY (1993)
 AX2147
 AX2147'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2147'MARK NOT FOUND.
 AX2147
 AX2147                          STATION RECOVERY (1999)
 AX2147
 AX2147'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0135 ***********************************************************************
 AY0135  DESIGNATION -  X 786
 AY0135  PID         -  AY0135
 AY0135  STATE/COUNTY-  TX/COMAL
 AY0135  USGS QUAD   -  HUNTER (1994)
 AY0135
 AY0135                         *CURRENT SURVEY CONTROL
 AY0135  ___________________________________________________________________
 AY0135* NAD 83(1986)-  29 46 20.     (N)    098 00 10.     (W)     SCALED    
 AY0135* NAVD 88     -       170.39   (+/-2cm)     559.0    (feet)  VERTCON   
 AY0135  ___________________________________________________________________
 AY0135  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AY0135
 AY0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0135
 AY0135.The horizontal coordinates were scaled from a topographic map and have
 AY0135.an estimated accuracy of +/- 6 seconds.
 AY0135
 AY0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0135.The vertical order pertains to the NGVD 29 superseded value.
 AY0135
 AY0135.The geoid height was determined by GEOID03.
 AY0135
 AY0135;                    North         East    Units  Estimated Accuracy
 AY0135;SPC TXSC     - 4,215,290.      696,430.      MT  (+/- 180 meters Scaled)
 AY0135
 AY0135                          SUPERSEDED SURVEY CONTROL
 AY0135
 AY0135  NGVD 29 (??/??/92)  170.31   (m)          558.8    (f) COMPUTED    2 0
 AY0135
 AY0135.Superseded values are not recommended for survey control.
 AY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0135.See file dsdata.txt to determine how the superseded data were derived.
 AY0135
 AY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT964939(NAD 83)
 AY0135_MARKER: DB = BENCH MARK DISK
 AY0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0135_STAMPING: X 786 1943
 AY0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0135+STABILITY: SURFACE MOTION
 AY0135
 AY0135  HISTORY     - Date     Condition        Report By
 AY0135  HISTORY     - 1943     MONUMENTED       CGS
 AY0135  HISTORY     - 1964     GOOD             USGS
 AY0135  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0135  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0135
 AY0135                          STATION DESCRIPTION
 AY0135
 AY0135'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AY0135'2.9 MI S FROM HUNTER.
 AY0135'ABOUT 2.9 MI. SOUTH AND SOUTHEAST ALONG THE ROAD TO ZORN, TEXAS FROM
 AY0135'THE NO. PAC. RAILROAD CROSSING IN HUNTER, TEXAS, CONAL CO., 748 FEET
 AY0135'SOUTHEAST OF A T-ROAD SOUTHWEST.  100 FEET NORTHWEST OF A ROAD CURVE,
 AY0135'20 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 1 1/2 FEET
 AY0135'HIGHER THAN THE ROAD.
 AY0135
 AY0135                          STATION RECOVERY (1980)
 AY0135
 AY0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0135'SEARCHED FOR, NOT RECOVERED.
 AY0135
 AY0135                          STATION RECOVERY (1988)
 AY0135
 AY0135'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2240 ***********************************************************************
 AX2240  DESIGNATION -  X 787
 AX2240  PID         -  AX2240
 AX2240  STATE/COUNTY-  TX/CALDWELL
 AX2240  USGS QUAD   -  MARTINDALE (1994)
 AX2240
 AX2240                         *CURRENT SURVEY CONTROL
 AX2240  ___________________________________________________________________
 AX2240* NAD 83(1986)-  29 47 52.     (N)    097 48 45.     (W)     SCALED    
 AX2240* NAVD 88     -       148.87   (+/-2cm)     488.4    (feet)  VERTCON   
 AX2240  ___________________________________________________________________
 AX2240  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AX2240
 AX2240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2240
 AX2240.The horizontal coordinates were scaled from a topographic map and have
 AX2240.an estimated accuracy of +/- 6 seconds.
 AX2240
 AX2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2240.The vertical order pertains to the NGVD 29 superseded value.
 AX2240
 AX2240.The geoid height was determined by GEOID03.
 AX2240
 AX2240;                    North         East    Units  Estimated Accuracy
 AX2240;SPC TXSC     - 4,218,300.      714,800.      MT  (+/- 180 meters Scaled)
 AX2240
 AX2240                          SUPERSEDED SURVEY CONTROL
 AX2240
 AX2240  NGVD 29 (??/??/92)  148.798  (m)          488.18   (f) ADJ UNCH    2 0
 AX2240
 AX2240.Superseded values are not recommended for survey control.
 AX2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2240.See file dsdata.txt to determine how the superseded data were derived.
 AX2240
 AX2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT147969(NAD 83)
 AX2240_MARKER: DB = BENCH MARK DISK
 AX2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2240_STAMPING: X 787 1943
 AX2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2240+STABILITY: SURFACE MOTION
 AX2240
 AX2240  HISTORY     - Date     Condition        Report By
 AX2240  HISTORY     - 1943     MONUMENTED       CGS
 AX2240  HISTORY     - 1959     MARK NOT FOUND   DOD
 AX2240  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2240  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2240  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2240
 AX2240                          STATION DESCRIPTION
 AX2240
 AX2240'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2240'2 MI NE FROM STAPLES.
 AX2240'IN CALDWELL COUNTY, 2.0 MILES NORTHEAST ALONG A GRADED ROAD ACROSS
 AX2240'GUADALUPE RIVER FROM THE TOWN WATER TANK AT STAPLES, GUADALUPE COUNTY,
 AX2240'1.0 MILE SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 80 AND THE
 AX2240'STAPLES ROAD, 22 FEET NORTH OF THE CENTERLINE OF THE ROAD, 18 FEET
 AX2240'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE, 3 FEET EAST OF A
 AX2240'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  NOTE-- THE
 AX2240'HIGHWAY HAS BEEN WIDENED AND DITCHED AND THE MARK WAS PROBABLY
 AX2240'DESTROYED.
 AX2240
 AX2240                          STATION RECOVERY (1988)
 AX2240
 AX2240'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2240'MARK NOT FOUND.
 AX2240
 AX2240                          STATION RECOVERY (1993)
 AX2240
 AX2240'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2240'MARK NOT FOUND.
 AX2240
 AX2240                          STATION RECOVERY (1999)
 AX2240
 AX2240'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2187 ***********************************************************************
 AX2187  DESIGNATION -  X 788
 AX2187  PID         -  AX2187
 AX2187  STATE/COUNTY-  TX/CALDWELL
 AX2187  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2187
 AX2187                         *CURRENT SURVEY CONTROL
 AX2187  ___________________________________________________________________
 AX2187* NAD 83(1986)-  29 45 55.     (N)    097 41 05.     (W)     SCALED    
 AX2187* NAVD 88     -       143.31   (+/-2cm)     470.2    (feet)  VERTCON   
 AX2187  ___________________________________________________________________
 AX2187  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2187
 AX2187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2187
 AX2187.The horizontal coordinates were scaled from a topographic map and have
 AX2187.an estimated accuracy of +/- 6 seconds.
 AX2187
 AX2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2187.The vertical order pertains to the NGVD 29 superseded value.
 AX2187
 AX2187.The geoid height was determined by GEOID03.
 AX2187
 AX2187;                    North         East    Units  Estimated Accuracy
 AX2187;SPC TXSC     - 4,214,830.      727,190.      MT  (+/- 180 meters Scaled)
 AX2187
 AX2187                          SUPERSEDED SURVEY CONTROL
 AX2187
 AX2187  NGVD 29 (??/??/92)  143.249  (m)          469.98   (f) ADJ UNCH    2 0
 AX2187
 AX2187.Superseded values are not recommended for survey control.
 AX2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2187.See file dsdata.txt to determine how the superseded data were derived.
 AX2187
 AX2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT271935(NAD 83)
 AX2187_MARKER: DB = BENCH MARK DISK
 AX2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2187_STAMPING: X 788 1943
 AX2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2187+STABILITY: SURFACE MOTION
 AX2187
 AX2187  HISTORY     - Date     Condition        Report By
 AX2187  HISTORY     - 1943     MONUMENTED       CGS
 AX2187  HISTORY     - 1959     MARK NOT FOUND   DOD
 AX2187  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2187  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2187  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2187
 AX2187                          STATION DESCRIPTION
 AX2187
 AX2187'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2187'0.4 MI SW FROM JOLIET.
 AX2187'0.4 MILE SOUTHWEST ALONG A PAVED ROAD LEADING TO STAIRTOWN FROM THE
 AX2187'GRADE SCHOOL AT JOLIET, CALDWELL COUNTY, AT A SMALL FARMHOUSE, AT THE
 AX2187'SOUTHWEST CORNER OF THE YARD, 40 FEET SOUTHWEST OF THE HOUSE, 36 FEET
 AX2187'NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET EAST OF THE CORNER OF THE
 AX2187'YARD FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 AX2187'THE ROAD.  NOTE-- SINCE SUCCESSIVE LEVELING IN FEBRUARY, MARCH AND
 AX2187'JUNE 1943 INDICATE A SMALL PROGRESSIVE SETTLEMENT OF THIS BENCH MARK,
 AX2187'THIS ELEVATION SHOULD NOT BE USED TO CONTROL IMPORTANT LEVELING UNLESS
 AX2187'A CHECK IS OBTAINED TO ADJACENT BENCH MARKS.  NOTE-- THE AREA AROUND
 AX2187'THE MARK HAS BEEN DISTURBED.
 AX2187
 AX2187                          STATION RECOVERY (1990)
 AX2187
 AX2187'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2187'MARK NOT FOUND.
 AX2187
 AX2187                          STATION RECOVERY (1993)
 AX2187
 AX2187'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2187'MARK NOT FOUND.
 AX2187
 AX2187                          STATION RECOVERY (1999)
 AX2187
 AX2187'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0637 ***********************************************************************
 AJ0637  DESIGNATION -  X 789
 AJ0637  PID         -  AJ0637
 AJ0637  STATE/COUNTY-  TX/JIM HOGG
 AJ0637  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0637
 AJ0637                         *CURRENT SURVEY CONTROL
 AJ0637  ___________________________________________________________________
 AJ0637* NAD 83(1986)-  27 13 24.     (N)    098 56 00.     (W)     SCALED    
 AJ0637* NAVD 88     -       217.175  (meters)     712.51   (feet)  POSTED    
 AJ0637  ___________________________________________________________________
 AJ0637  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AJ0637  DYNAMIC HT  -         216.820 (meters)     711.35  (feet)  COMP
 AJ0637  MODELED GRAV-     979,028.3   (mgal)                       NAVD 88
 AJ0637
 AJ0637  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0637
 AJ0637.The horizontal coordinates were scaled from a topographic map and have
 AJ0637.an estimated accuracy of +/- 6 seconds.
 AJ0637
 AJ0637.The orthometric height was determined by differential leveling
 AJ0637.and adjusted by the National Geodetic Survey in 1992..
 AJ0637.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0637.rate of 1.1 thru 2.0 mm/km.
 AJ0637
 AJ0637.The geoid height was determined by GEOID03.
 AJ0637
 AJ0637.The dynamic height is computed by dividing the NAVD 88
 AJ0637.geopotential number by the normal gravity value computed on the
 AJ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0637.degrees latitude (g = 980.6199 gals.).
 AJ0637
 AJ0637.The modeled gravity was interpolated from observed gravity values.
 AJ0637
 AJ0637;                    North         East    Units  Estimated Accuracy
 AJ0637;SPC TX S     - 5,172,540.      257,080.      MT  (+/- 180 meters Scaled)
 AJ0637
 AJ0637                          SUPERSEDED SURVEY CONTROL
 AJ0637
 AJ0637  NGVD 29 (??/??/92)  217.203  (m)          712.61   (f) ADJ UNCH    2 0
 AJ0637
 AJ0637.Superseded values are not recommended for survey control.
 AJ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0637.See file dsdata.txt to determine how the superseded data were derived.
 AJ0637
 AJ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR066111(NAD 83)
 AJ0637_MARKER: DB = BENCH MARK DISK
 AJ0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0637_STAMPING: X 789 1943
 AJ0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0637+STABILITY: SURFACE MOTION
 AJ0637
 AJ0637  HISTORY     - Date     Condition        Report By
 AJ0637  HISTORY     - 1943     MONUMENTED       CGS
 AJ0637
 AJ0637                          STATION DESCRIPTION
 AJ0637
 AJ0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0637'15.6 MI S FROM MIRANDO CITY.
 AJ0637'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0637'PAVED ROAD, GO 12.0 MILES TO THE END OF THE PAVEMENT AT THE COUNTY
 AJ0637'LINE, CONTINUE SOUTHERLY ON GRADED DIRT ROAD AND GO 3.6 MILES TO A
 AJ0637'CATTLEGUARD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 11.5 MILES
 AJ0637'NORTHWEST OF PETROLEUM.  ABOUT 1.1 MILES NORTH OF THE PUMPING PLANT AT
 AJ0637'THOMPSONVILLE.  27 FEET NORTH OF THE CATTLEGUARD.  25 FEET EAST OF AND
 AJ0637'ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE ROAD.  AND 3.0 FEET SOUTH
 AJ0637'OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0212 ***********************************************************************
 AZ0212  DESIGNATION -  X 79 RESET 1963
 AZ0212  PID         -  AZ0212
 AZ0212  STATE/COUNTY-  TX/VAL VERDE
 AZ0212  USGS QUAD   -  ROUGH CANYON (1972)
 AZ0212
 AZ0212                         *CURRENT SURVEY CONTROL
 AZ0212  ___________________________________________________________________
 AZ0212* NAD 83(1986)-  29 34 04.     (N)    100 52 55.     (W)     SCALED    
 AZ0212* NAVD 88     -       389.433  (meters)    1277.66   (feet)  ADJUSTED  
 AZ0212  ___________________________________________________________________
 AZ0212  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 AZ0212  DYNAMIC HT  -         388.866 (meters)    1275.80  (feet)  COMP
 AZ0212  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 AZ0212
 AZ0212  VERT ORDER  -  FIRST     CLASS II
 AZ0212
 AZ0212.The horizontal coordinates were scaled from a topographic map and have
 AZ0212.an estimated accuracy of +/- 6 seconds.
 AZ0212
 AZ0212.The orthometric height was determined by differential leveling
 AZ0212.and adjusted by the National Geodetic Survey in June 1991..
 AZ0212
 AZ0212.The geoid height was determined by GEOID03.
 AZ0212
 AZ0212.The dynamic height is computed by dividing the NAVD 88
 AZ0212.geopotential number by the normal gravity value computed on the
 AZ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0212.degrees latitude (g = 980.6199 gals.).
 AZ0212
 AZ0212.The modeled gravity was interpolated from observed gravity values.
 AZ0212
 AZ0212;                    North         East    Units  Estimated Accuracy
 AZ0212;SPC TXSC     - 4,193,690.      417,670.      MT  (+/- 180 meters Scaled)
 AZ0212
 AZ0212                          SUPERSEDED SURVEY CONTROL
 AZ0212
 AZ0212.No superseded survey control is available for this station.
 AZ0212
 AZ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT176723(NAD 83)
 AZ0212_MARKER: DB = BENCH MARK DISK
 AZ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0212_STAMPING: X 79 RESET 1963
 AZ0212_MARK LOGO: CGS   
 AZ0212_PROJECTION: FLUSH
 AZ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0212+STABILITY: SURFACE MOTION
 AZ0212
 AZ0212  HISTORY     - Date     Condition        Report By
 AZ0212  HISTORY     - 1963     MONUMENTED       CGS
 AZ0212  HISTORY     - 1981     GOOD             NGS
 AZ0212  HISTORY     - 19990525 GOOD             USPSQD
 AZ0212
 AZ0212                          STATION DESCRIPTION
 AZ0212
 AZ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AZ0212'14.6 MI N FROM DEL RIO.
 AZ0212'ABOUT 4.5 MILES NORTH ALONG U.S. HIGHWAYS 90 277 AND 377 FROM THE
 AZ0212'OVERPASS IN DEL RIO, VAL VERDE COUNTY, TO A ROAD FOR WHERE U.S.
 AZ0212'HIGHWAY 90 LEADS NORTHWEST, THENCE NORTH 10.1 MILES ALONG U.S.
 AZ0212'HIGHWAYS 277 AND 377 TO SITE OF BENCH MARK, 92 FEET EAST OF THE CENTER
 AZ0212'LINE OF HIGHWAY, 37 FEET WEST OF A TELEPHONE POLE, 32 FEET NORTH OF
 AZ0212'THE CENTER OF A GATE, 12 FEET SOUTH OF THE CENTER OF ANOTHER GATE, 3
 AZ0212'FEET SOUTH OF A T-FENCE CORNER, 1 FOOT NORTH OF A METAL WITNESS POST,
 AZ0212'AND AT TEXAS HIGHWAY DEPARTMENT STATION 338+24.  A STANDARD DISK
 AZ0212'STAMPED X 79 RESET 1963, IS SET IN A 10 X 10 IN. CONCRETE POST WHICH
 AZ0212'PROJECTS 2 INCHES ABOVE THE GROUND.
 AZ0212
 AZ0212                          STATION RECOVERY (1981)
 AZ0212
 AZ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0212'16.5 KM (10.25 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0212'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, AT A
 AZ0212'GRAVELED ROAD LEADING EAST TO A RANCH HOUSE, 28.0 METERS (91.9 FT)
 AZ0212'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.3 METERS (20.7 FT)
 AZ0212'NORTHEAST OF THE CENTER OF THE ROAD, 5.3 METERS (17.4 FT) SOUTHWEST OF
 AZ0212'THE CENTER OF A METAL GATE, 0.9 METER (3.0 FT) SOUTH-SOUTHEAST OF A
 AZ0212'FENCE CORNER AND 0.6 METER (2.0 FT) SOUTHWEST OF A UTILITY POLE.
 AZ0212'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 AZ0212'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AZ0212
 AZ0212                          STATION RECOVERY (1999)
 AZ0212
 AZ0212'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2279 ***********************************************************************
 AX2279  DESIGNATION -  X 790 RESET 1967
 AX2279  PID         -  AX2279
 AX2279  STATE/COUNTY-  TX/GUADALUPE
 AX2279  USGS QUAD   -  GERONIMO (1994)
 AX2279
 AX2279                         *CURRENT SURVEY CONTROL
 AX2279  ___________________________________________________________________
 AX2279* NAD 83(1986)-  29 39 33.     (N)    097 58 01.     (W)     SCALED    
 AX2279* NAVD 88     -       176.33   (+/-2cm)     578.5    (feet)  VERTCON   
 AX2279  ___________________________________________________________________
 AX2279  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AX2279
 AX2279  VERT ORDER  -  THIRD (See Below)
 AX2279
 AX2279.The horizontal coordinates were scaled from a topographic map and have
 AX2279.an estimated accuracy of +/- 6 seconds.
 AX2279
 AX2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2279.The vertical order pertains to the NGVD 29 superseded value.
 AX2279
 AX2279.The geoid height was determined by GEOID03.
 AX2279
 AX2279;                    North         East    Units  Estimated Accuracy
 AX2279;SPC TXSC     - 4,202,790.      700,000.      MT  (+/- 180 meters Scaled)
 AX2279
 AX2279                          SUPERSEDED SURVEY CONTROL
 AX2279
 AX2279  NGVD 29 (01/29/03)  176.25   (m)          578.2    (f) RESET       3  
 AX2279
 AX2279.Superseded values are not recommended for survey control.
 AX2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2279.See file dsdata.txt to determine how the superseded data were derived.
 AX2279
 AX2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT999814(NAD 83)
 AX2279_MARKER: DB = BENCH MARK DISK
 AX2279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2279_SP_SET: CULVERT
 AX2279_STAMPING: X 790 RESET 1967
 AX2279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2279
 AX2279  HISTORY     - Date     Condition        Report By
 AX2279  HISTORY     - 1967     MONUMENTED       CGS
 AX2279  HISTORY     - 1988     GOOD             USPSQD
 AX2279  HISTORY     - 20030517 GOOD             USPSQD
 AX2279
 AX2279                          STATION DESCRIPTION
 AX2279
 AX2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AX2279'IN GERONIMO.
 AX2279'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 123 FROM THE POST OFFICE AT
 AX2279'GERONIMO, SET IN THE TOP OF THE NORTHEAST CORNER OF THE EAST HEADWALL
 AX2279'OF A CONCRETE CULVERT, AT HIGHWAY SURVEY STATION 274+60, 42.3 FEET
 AX2279'EAST OF THE CENTER LINE OF THE HIGHWAY.
 AX2279
 AX2279                          STATION RECOVERY (1988)
 AX2279
 AX2279'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 AX2279'RECOVERED IN GOOD CONDITION.
 AX2279
 AX2279                          STATION RECOVERY (2003)
 AX2279
 AX2279'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX2279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0902 ***********************************************************************
 AJ0902  DESIGNATION -  X 791
 AJ0902  PID         -  AJ0902
 AJ0902  STATE/COUNTY-  TX/ZAPATA
 AJ0902  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0902
 AJ0902                         *CURRENT SURVEY CONTROL
 AJ0902  ___________________________________________________________________
 AJ0902* NAD 83(1986)-  27 18 00.     (N)    099 21 03.     (W)     SCALED    
 AJ0902* NAVD 88     -       119.481  (meters)     392.00   (feet)  ADJUSTED  
 AJ0902  ___________________________________________________________________
 AJ0902  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ0902  DYNAMIC HT  -         119.290 (meters)     391.37  (feet)  COMP
 AJ0902  MODELED GRAV-     979,049.3   (mgal)                       NAVD 88
 AJ0902
 AJ0902  VERT ORDER  -  SECOND    CLASS 0
 AJ0902
 AJ0902.The horizontal coordinates were scaled from a topographic map and have
 AJ0902.an estimated accuracy of +/- 6 seconds.
 AJ0902
 AJ0902.The orthometric height was determined by differential leveling
 AJ0902.and adjusted by the National Geodetic Survey in June 1991..
 AJ0902
 AJ0902.The geoid height was determined by GEOID03.
 AJ0902
 AJ0902.The dynamic height is computed by dividing the NAVD 88
 AJ0902.geopotential number by the normal gravity value computed on the
 AJ0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0902.degrees latitude (g = 980.6199 gals.).
 AJ0902
 AJ0902.The modeled gravity was interpolated from observed gravity values.
 AJ0902
 AJ0902;                    North         East    Units  Estimated Accuracy
 AJ0902;SPC TX S     - 5,181,240.      215,780.      MT  (+/- 180 meters Scaled)
 AJ0902
 AJ0902                          SUPERSEDED SURVEY CONTROL
 AJ0902
 AJ0902  NGVD 29 (??/??/92)  119.551  (m)          392.23   (f) ADJ UNCH    2 0
 AJ0902
 AJ0902.Superseded values are not recommended for survey control.
 AJ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0902.See file dsdata.txt to determine how the superseded data were derived.
 AJ0902
 AJ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR652197(NAD 83)
 AJ0902_MARKER: DB = BENCH MARK DISK
 AJ0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0902_STAMPING: X 791 1943
 AJ0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0902+STABILITY: SURFACE MOTION
 AJ0902
 AJ0902  HISTORY     - Date     Condition        Report By
 AJ0902  HISTORY     - 1943     MONUMENTED       CGS
 AJ0902  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0902
 AJ0902                          STATION DESCRIPTION
 AJ0902
 AJ0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0902'21.5 MI NE FROM SAN YGNACIO.
 AJ0902'TO REACH FROM THE INTERSECTION OF A GRADED ROAD, (15.4 MILES NORTH OF
 AJ0902'THE CATHOLIC CHURCH IN SAN YGNACIO) PROCEED 1.4 MILES EAST ALONG A
 AJ0902'GRADED ROAD TO A FORK IN ROAD, THENCE 2.15 MILE NORTHEAST ALONG THE
 AJ0902'NORTHEAST FORK OF GRADED ROAD (LEFT) TO THE INTERSECTION OF A DIRT
 AJ0902'ROAD LEADING NORTHERLY, THENCE 2.55 MILE NORTHERLY ALONG A WINDING
 AJ0902'DIRT ROAD TO THE INTERSECTION OF A COUNTY GRADED ROAD LEADING
 AJ0902'NORTHWESTERLY TO LAREDO, AND SITE OF BENCH MARK.  BENCH MARK IS 47.0
 AJ0902'FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD.  IT IS 28.0 FEET EAST
 AJ0902'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF DIRT ROAD.
 AJ0902'MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AJ0902'AND PROJECTS 0.4 FOOT.  NOTE-- THIS BENCH MARK IS 28.2 MILES SOUTHWEST
 AJ0902'OF AGUILARES.
 AJ0902
 AJ0902                          STATION RECOVERY (1975)
 AJ0902
 AJ0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0881 ***********************************************************************
 AJ0881  DESIGNATION -  X 795
 AJ0881  PID         -  AJ0881
 AJ0881  STATE/COUNTY-  TX/WEBB
 AJ0881  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0881
 AJ0881                         *CURRENT SURVEY CONTROL
 AJ0881  ___________________________________________________________________
 AJ0881* NAD 83(1986)-  27 27 58.     (N)    099 28 37.     (W)     SCALED    
 AJ0881* NAVD 88     -       131.922  (meters)     432.81   (feet)  ADJUSTED  
 AJ0881  ___________________________________________________________________
 AJ0881  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AJ0881  DYNAMIC HT  -         131.714 (meters)     432.13  (feet)  COMP
 AJ0881  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AJ0881
 AJ0881  VERT ORDER  -  FIRST     CLASS II
 AJ0881
 AJ0881.The horizontal coordinates were scaled from a topographic map and have
 AJ0881.an estimated accuracy of +/- 6 seconds.
 AJ0881
 AJ0881.The orthometric height was determined by differential leveling
 AJ0881.and adjusted by the National Geodetic Survey in June 1991..
 AJ0881
 AJ0881.The geoid height was determined by GEOID03.
 AJ0881
 AJ0881.The dynamic height is computed by dividing the NAVD 88
 AJ0881.geopotential number by the normal gravity value computed on the
 AJ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0881.degrees latitude (g = 980.6199 gals.).
 AJ0881
 AJ0881.The modeled gravity was interpolated from observed gravity values.
 AJ0881
 AJ0881;                    North         East    Units  Estimated Accuracy
 AJ0881;SPC TX S     - 5,199,740.      203,440.      MT  (+/- 180 meters Scaled)
 AJ0881
 AJ0881                          SUPERSEDED SURVEY CONTROL
 AJ0881
 AJ0881  NGVD 29 (??/??/92)  131.946  (m)          432.89   (f) ADJ UNCH    1 2
 AJ0881
 AJ0881.Superseded values are not recommended for survey control.
 AJ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0881.See file dsdata.txt to determine how the superseded data were derived.
 AJ0881
 AJ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR528381(NAD 83)
 AJ0881_MARKER: DB = BENCH MARK DISK
 AJ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0881_STAMPING: X 795 1943
 AJ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0881+STABILITY: SURFACE MOTION
 AJ0881
 AJ0881  HISTORY     - Date     Condition        Report By
 AJ0881  HISTORY     - 1943     MONUMENTED       CGS
 AJ0881  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0881  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0881  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0881
 AJ0881                          STATION DESCRIPTION
 AJ0881
 AJ0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0881'5.5 MI SE FROM LAREDO.
 AJ0881'TO REACH FROM THE TEX-MEX RAILROAD STATION AT LAREDO, PROCEED 2.7
 AJ0881'MILES SOUTHEASTERLY ALONG THE TRACKS TO AN OVERHEAD PASS AT MILE POST
 AJ0881'NO. 4, THENCE 2.8 MILE SOUTH ALONG U.S. HIGHWAY NO. 83 TO A SMALL
 AJ0881'FRAME HOUSE ON THE WEST SIDE OF HIGHWAY AND SITE OF BENCH MARK. BENCH
 AJ0881'MARK IS ABOUT 75.0 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF AND
 AJ0881'ACROSS HIGHWAY FROM A SMALL FRAME HOUSE, 144.0 FEET SOUTH OF THE
 AJ0881'CENTERLINE OF A GATE ON THE EAST SIDE OF HIGHWAY.  IT IS 49.0 FEET
 AJ0881'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, 2.0
 AJ0881'FEET WEST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTH OF A
 AJ0881'4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.4 FOOT.
 AJ0881
 AJ0881                          STATION RECOVERY (1975)
 AJ0881
 AJ0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0881'MARK NOT FOUND.
 AJ0881
 AJ0881                          STATION RECOVERY (1981)
 AJ0881
 AJ0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0881'MARK SEARCHED FOR, NOT RECOVERED.
 AJ0881
 AJ0881                          STATION RECOVERY (1988)
 AJ0881
 AJ0881'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0288 ***********************************************************************
 AY0288  DESIGNATION -  X 797
 AY0288  PID         -  AY0288
 AY0288  STATE/COUNTY-  TX/BEXAR
 AY0288  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0288
 AY0288                         *CURRENT SURVEY CONTROL
 AY0288  ___________________________________________________________________
 AY0288* NAD 83(1986)-  29 24 34.     (N)    098 28 40.     (W)     SCALED    
 AY0288* NAVD 88     -       196.201  (meters)     643.70   (feet)  ADJUSTED  
 AY0288  ___________________________________________________________________
 AY0288  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AY0288  DYNAMIC HT  -         195.915 (meters)     642.76  (feet)  COMP
 AY0288  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AY0288
 AY0288  VERT ORDER  -  FIRST     CLASS II
 AY0288
 AY0288.The horizontal coordinates were scaled from a topographic map and have
 AY0288.an estimated accuracy of +/- 6 seconds.
 AY0288
 AY0288.The orthometric height was determined by differential leveling
 AY0288.and adjusted by the National Geodetic Survey in June 1991..
 AY0288
 AY0288.The geoid height was determined by GEOID03.
 AY0288
 AY0288.The dynamic height is computed by dividing the NAVD 88
 AY0288.geopotential number by the normal gravity value computed on the
 AY0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0288.degrees latitude (g = 980.6199 gals.).
 AY0288
 AY0288.The modeled gravity was interpolated from observed gravity values.
 AY0288
 AY0288;                    North         East    Units  Estimated Accuracy
 AY0288;SPC TXSC     - 4,174,790.      650,680.      MT  (+/- 180 meters Scaled)
 AY0288
 AY0288                          SUPERSEDED SURVEY CONTROL
 AY0288
 AY0288  NGVD 29 (??/??/92)  196.083  (m)          643.32   (f) ADJ UNCH    1 2
 AY0288
 AY0288.Superseded values are not recommended for survey control.
 AY0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0288.See file dsdata.txt to determine how the superseded data were derived.
 AY0288
 AY0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT506534(NAD 83)
 AY0288_MARKER: DB = BENCH MARK DISK
 AY0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0288_SP_SET: CULVERT
 AY0288_STAMPING: X 797 1943
 AY0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0288
 AY0288  HISTORY     - Date     Condition        Report By
 AY0288  HISTORY     - 1943     MONUMENTED       CGS
 AY0288  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0288  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0288  HISTORY     - 19950411 MARK NOT FOUND   USPSQD
 AY0288
 AY0288                          STATION DESCRIPTION
 AY0288
 AY0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0288'IN SAN ANTONIO.
 AY0288'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0288'PROCEED 0.8 MILE SOUTH ALONG THE TRACKS TO THE CROSSING OF INDIANA
 AY0288'STREET AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AY0288'NORTH END OF THE EAST HEADWALL OF A VERTICAL CONCRETE CULVERT ALONG A
 AY0288'RETAINING WALL.  IT IS ABOUT 0.05 MILE NORTH OF THE H AND H COFFEE CO.
 AY0288'ROASTING PLANT, 87.0 FEET NORTH OF THE CENTERLINE OF THE CROSSING OF
 AY0288'INDIANA STREET.  IT IS 7.0 FEET WEST OF AND ABOUT 2.0 FEET BELOW THE
 AY0288'CENTERLINE OF TRACK.
 AY0288
 AY0288                          STATION RECOVERY (1967)
 AY0288
 AY0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0288'MARK NOT FOUND.
 AY0288
 AY0288                          STATION RECOVERY (1980)
 AY0288
 AY0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0288'SEARCHED FOR, NOT RECOVERED.  CULVERT HAS BEEN TORN OUT, CONSIDERED
 AY0288'DESTROYED.
 AY0288
 AY0288                          STATION RECOVERY (1995)
 AY0288
 AY0288'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0140 ***********************************************************************
 AY0140  DESIGNATION -  X 799
 AY0140  PID         -  AY0140
 AY0140  STATE/COUNTY-  TX/BEXAR
 AY0140  USGS QUAD   -  SCHERTZ (1992)
 AY0140
 AY0140                         *CURRENT SURVEY CONTROL
 AY0140  ___________________________________________________________________
 AY0140* NAD 83(1986)-  29 33 00.     (N)    098 17 42.     (W)     SCALED    
 AY0140* NAVD 88     -       238.50   (+/-2cm)     782.5    (feet)  VERTCON   
 AY0140  ___________________________________________________________________
 AY0140  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0140
 AY0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0140
 AY0140.The horizontal coordinates were scaled from a topographic map and have
 AY0140.an estimated accuracy of +/- 6 seconds.
 AY0140
 AY0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0140.The vertical order pertains to the NGVD 29 superseded value.
 AY0140
 AY0140.The geoid height was determined by GEOID03.
 AY0140
 AY0140;                    North         East    Units  Estimated Accuracy
 AY0140;SPC TXSC     - 4,190,460.      668,320.      MT  (+/- 180 meters Scaled)
 AY0140
 AY0140                          SUPERSEDED SURVEY CONTROL
 AY0140
 AY0140  NGVD 29 (??/??/92)  238.396  (m)          782.14   (f) ADJ UNCH    2 0
 AY0140
 AY0140.Superseded values are not recommended for survey control.
 AY0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0140.See file dsdata.txt to determine how the superseded data were derived.
 AY0140
 AY0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT683691(NAD 83)
 AY0140_MARKER: DB = BENCH MARK DISK
 AY0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0140_STAMPING: X 799 1943
 AY0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0140+STABILITY: SURFACE MOTION
 AY0140
 AY0140  HISTORY     - Date     Condition        Report By
 AY0140  HISTORY     - 1943     MONUMENTED       CGS
 AY0140  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0140  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0140  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0140  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0140
 AY0140                          STATION DESCRIPTION
 AY0140
 AY0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0140'1.6 MI NW FROM RANDOLPH FIELD.
 AY0140'TO REACH FROM THE OPERATIONS BUILDING AT RANDOLPH FIELD, PROCEED 1.6
 AY0140'MILE NORTHWEST ALONG THE PAT BOOKER ROAD TO SITE OF BENCH MARK. BENCH
 AY0140'MARK IS ABOUT 200.0 FEET NORTHWEST OF THE CROSSING OF A POWER
 AY0140'TRANSMISSION LINE, 120.0 FEET WEST OF A FENCE CORNER.  IT IS 57.0 FEET
 AY0140'NORTH OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF HIGHWAY, 3.0 FEET
 AY0140'SOUTH OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET WEST OF A 4X4
 AY0140'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.  NOTE-- PAT
 AY0140'BOOKER RD IS NOW A 4-LANE HIGHWAY.
 AY0140
 AY0140                          STATION RECOVERY (1967)
 AY0140
 AY0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0140'MARK NOT FOUND.
 AY0140
 AY0140                          STATION RECOVERY (1980)
 AY0140
 AY0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0140'SEARCHED FOR, NOT RECOVERED.
 AY0140
 AY0140                          STATION RECOVERY (1988)
 AY0140
 AY0140'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0140'MARK NOT FOUND.
 AY0140
 AY0140                          STATION RECOVERY (1999)
 AY0140
 AY0140'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1072 ***********************************************************************
 AW1072  DESIGNATION -  X 8
 AW1072  PID         -  AW1072
 AW1072  STATE/COUNTY-  TX/GALVESTON
 AW1072  USGS QUAD   -  DICKINSON (1997)
 AW1072
 AW1072                         *CURRENT SURVEY CONTROL
 AW1072  ___________________________________________________________________
 AW1072* NAD 83(1986)-  29 27 55.     (N)    095 03 02.     (W)     SCALED    
 AW1072* NAVD 88     -         5.26   (+/-2cm)      17.3    (feet)  VERTCON   
 AW1072  ___________________________________________________________________
 AW1072  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1072
 AW1072  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1072
 AW1072.The horizontal coordinates were scaled from a topographic map and have
 AW1072.an estimated accuracy of +/- 6 seconds.
 AW1072
 AW1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1072.The vertical order pertains to the NGVD 29 superseded value.
 AW1072
 AW1072.The geoid height was determined by GEOID03.
 AW1072
 AW1072;                    North         East    Units  Estimated Accuracy
 AW1072;SPC TXSC     - 4,187,330.      982,970.      MT  (+/- 180 meters Scaled)
 AW1072
 AW1072                          SUPERSEDED SURVEY CONTROL
 AW1072
 AW1072  NGVD 29 (??/??/92)    5.260  (m)           17.26   (f) ADJ UNCH    1 2
 AW1072
 AW1072.Superseded values are not recommended for survey control.
 AW1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1072.See file dsdata.txt to determine how the superseded data were derived.
 AW1072
 AW1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN011612(NAD 83)
 AW1072_MARKER: DB = BENCH MARK DISK
 AW1072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1072_SP_SET: CULVERT
 AW1072_STAMPING: X 8 ELEV. 21.037 FT.
 AW1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1072
 AW1072  HISTORY     - Date     Condition        Report By
 AW1072  HISTORY     - 1906     MONUMENTED       CGS
 AW1072  HISTORY     - 1973     GOOD             NGS
 AW1072  HISTORY     - 1976     GOOD             NGS
 AW1072  HISTORY     - 1976     GOOD             NGS
 AW1072  HISTORY     - 1978     GOOD             NGS
 AW1072  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW1072  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1072  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1072  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1072  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1072  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1072  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1072  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1072  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW1072  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW1072  HISTORY     - 20050629 MARK NOT FOUND   USPSQD
 AW1072
 AW1072                          STATION DESCRIPTION
 AW1072
 AW1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1072'0.3 MI NE FROM DICKINSON.
 AW1072'0.3 MILE NORTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON RAILROAD
 AW1072'FROM THE CROSSING OF FARM ROAD 517 AT DICKINSON, 9-3/4 POLES SOUTHEAST
 AW1072'OF MILEPOLE 28, 120 FEET EAST AND ACROSS HILL AVENUE FROM THE EAST
 AW1072'CORNER OF A CYCLONE FENCE AROUND DICKINSON HIGH SCHOOL ATHELETIC
 AW1072'FIELD, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEADWALL OF
 AW1072'A 36-INCH PIPE CULVERT, 20.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 54
 AW1072'FEET NORTHEAST OF THE CENTER LINE OF HILL AVENUE, 113 FEET EAST AND
 AW1072'ACROSS THE AVENUE FROM BENCH MARK K 1210, ABOUT 1/2 FOOT LOWER THAN
 AW1072'THE TRACK.  NOTE-- THE DISK HAS BEEN MUTILATED SOME AND IF THE YEAR
 AW1072'THE DISK WAS SET WAS STAMPED ON IT CANNOT BE READ NOW.
 AW1072
 AW1072                          STATION RECOVERY (1976)
 AW1072
 AW1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1072'BM BADLY SCARRED, X 8 IS BARELY READABLE.
 AW1072'NOT LEVELED TO IN 1976.
 AW1072
 AW1072                          STATION RECOVERY (1976)
 AW1072
 AW1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1072'RECOVERED IN GOOD CONDITION.
 AW1072
 AW1072                          STATION RECOVERY (1978)
 AW1072
 AW1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1072'RECOVERED IN GOOD CONDITION.
 AW1072
 AW1072                          STATION RECOVERY (1983)
 AW1072
 AW1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1072'NOT RECOVERED, APPEARS SOUTH HEADWALL HAS BEEN REPLACED WITH A ROUND
 AW1072'36 INCH PIPE CULVERT.  CONSIDERED DESTROYED.
 AW1072
 AW1072                          STATION RECOVERY (1987)
 AW1072
 AW1072'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1072'MARK NOT FOUND.
 AW1072
 AW1072                          STATION RECOVERY (1987)
 AW1072
 AW1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1072'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
 AW1072
 AW1072                          STATION RECOVERY (1989)
 AW1072
 AW1072'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1072'MARK NOT FOUND.
 AW1072
 AW1072                          STATION RECOVERY (1989)
 AW1072
 AW1072'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1072'MARK NOT FOUND.
 AW1072
 AW1072                          STATION RECOVERY (1989)
 AW1072
 AW1072'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1072'MARK NOT FOUND.
 AW1072
 AW1072                          STATION RECOVERY (1989)
 AW1072
 AW1072'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1072'MARK NOT FOUND.
 AW1072
 AW1072                          STATION RECOVERY (1999)
 AW1072
 AW1072'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1072'MARK NOT FOUND.
 AW1072
 AW1072                          STATION RECOVERY (2003)
 AW1072
 AW1072'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1072'MARK NOT FOUND.
 AW1072
 AW1072                          STATION RECOVERY (2004)
 AW1072
 AW1072'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1072'MARK NOT FOUND.
 AW1072
 AW1072                          STATION RECOVERY (2005)
 AW1072
 AW1072'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1072'NEW TYPE OF CULVERT.  THE MARK IS MOST LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0247 ***********************************************************************
 BN0247  DESIGNATION -  X 80
 BN0247  PID         -  BN0247
 BN0247  STATE/COUNTY-  TX/MASON
 BN0247  USGS QUAD   -  ART (1982)
 BN0247
 BN0247                         *CURRENT SURVEY CONTROL
 BN0247  ___________________________________________________________________
 BN0247* NAD 83(1986)-  30 38 46.     (N)    099 05 59.     (W)     SCALED    
 BN0247* NAVD 88     -       404.547  (meters)    1327.25   (feet)  ADJUSTED  
 BN0247  ___________________________________________________________________
 BN0247  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BN0247  DYNAMIC HT  -         404.002 (meters)    1325.46  (feet)  COMP
 BN0247  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 BN0247
 BN0247  VERT ORDER  -  FIRST     CLASS II
 BN0247
 BN0247.The horizontal coordinates were scaled from a topographic map and have
 BN0247.an estimated accuracy of +/- 6 seconds.
 BN0247
 BN0247.The orthometric height was determined by differential leveling
 BN0247.and adjusted by the National Geodetic Survey in June 1991..
 BN0247
 BN0247.The geoid height was determined by GEOID03.
 BN0247
 BN0247.The dynamic height is computed by dividing the NAVD 88
 BN0247.geopotential number by the normal gravity value computed on the
 BN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0247.degrees latitude (g = 980.6199 gals.).
 BN0247
 BN0247.The modeled gravity was interpolated from observed gravity values.
 BN0247
 BN0247;                    North         East    Units  Estimated Accuracy
 BN0247;SPC TX C     - 3,109,230.      818,230.      MT  (+/- 180 meters Scaled)
 BN0247
 BN0247                          SUPERSEDED SURVEY CONTROL
 BN0247
 BN0247  NGVD 29 (??/??/92)  404.505  (m)         1327.11   (f) ADJ UNCH    1 2
 BN0247
 BN0247.Superseded values are not recommended for survey control.
 BN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0247.See file dsdata.txt to determine how the superseded data were derived.
 BN0247
 BN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU904903(NAD 83)
 BN0247_MARKER: DB = BENCH MARK DISK
 BN0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0247_STAMPING: X 80 1931
 BN0247_MARK LOGO: CGS   
 BN0247_PROJECTION: FLUSH
 BN0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0247+STABILITY: SURFACE MOTION
 BN0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0247+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0247
 BN0247  HISTORY     - Date     Condition        Report By
 BN0247  HISTORY     - 1931     MONUMENTED       CGS
 BN0247  HISTORY     - 1953     GOOD             NGS
 BN0247  HISTORY     - 1969     GOOD             TXHD
 BN0247  HISTORY     - 1982     GOOD             NGS
 BN0247  HISTORY     - 1991     GOOD             USPSQD
 BN0247  HISTORY     - 19960212 GOOD             USPSQD
 BN0247  HISTORY     - 20041005 GOOD             USPSQD
 BN0247  HISTORY     - 20051123 GOOD             USPSQD
 BN0247
 BN0247                          STATION DESCRIPTION
 BN0247
 BN0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0247'10.7 MI SE FROM MASON.
 BN0247'10.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0247'MASON, 0.3 MILE NORTHWEST OF A BRIDGE OVER BEAVER CREEK, AT THE TOP OF
 BN0247'A HILL, 119 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET
 BN0247'SOUTHWEST OF A FENCE, 33 FEET SOUTHEAST OF A 24 INCH OAK TREE, 52 FEET
 BN0247'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BN0247'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BN0247
 BN0247                          STATION RECOVERY (1969)
 BN0247
 BN0247'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1969
 BN0247'RECOVERED IN GOOD CONDITION.
 BN0247
 BN0247                          STATION RECOVERY (1982)
 BN0247
 BN0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0247'13.0 KM (8.1 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE SOUTH
 BN0247'JUNCTION OF RANCH ROAD 2242, WHICH LEADS NORTHEAST TO LOYAL VALLEY,
 BN0247'0.5 KM (0.3 MI) NORTHWEST OF BEAVER CREEK, AT THE TOP OF A HILL,
 BN0247'35.9 METERS (118.0 FT) SOUTHWEST OF THE CENTERLINE OF THE 3 SOUTHBOUND
 BN0247'LANES, 15.8 METERS (52.0 FT) SOUTHWEST OF A FENCE, AND 10.0 METERS
 BN0247'(33.0 FT) SOUTHEAST OF A 30 INCH OAK TREE.
 BN0247'THE MARK IS 15.8 METERS  SW FROM A WITNESS POST.
 BN0247'THE MARK IS 3.3 M ABOVE HIGHWAY.
 BN0247
 BN0247                          STATION RECOVERY (1991)
 BN0247
 BN0247'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0247'RECOVERED IN GOOD CONDITION.
 BN0247
 BN0247                          STATION RECOVERY (1996)
 BN0247
 BN0247'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0247'RECOVERED IN GOOD CONDITION.
 BN0247
 BN0247                          STATION RECOVERY (2004)
 BN0247
 BN0247'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0247'GO TO N30 38 48 W099 06 15. NO WITNESS POST.
 BN0247
 BN0247                          STATION RECOVERY (2005)
 BN0247
 BN0247'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0247'FOUND IN GOOD CONDITION.  GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4265 ***********************************************************************
 AW4265  DESIGNATION -  X 800
 AW4265  PID         -  AW4265
 AW4265  STATE/COUNTY-  TX/FORT BEND
 AW4265  USGS QUAD   -  BOLING (1980)
 AW4265
 AW4265                         *CURRENT SURVEY CONTROL
 AW4265  ___________________________________________________________________
 AW4265* NAD 83(1986)-  29 21 54.     (N)    095 54 17.     (W)     SCALED    
 AW4265* NAVD 88     -        25.42   (+/-2cm)      83.4    (feet)  VERTCON   
 AW4265  ___________________________________________________________________
 AW4265  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4265
 AW4265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4265
 AW4265.The horizontal coordinates were scaled from a topographic map and have
 AW4265.an estimated accuracy of +/- 6 seconds.
 AW4265
 AW4265.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4265.The vertical order pertains to the NGVD 29 superseded value.
 AW4265
 AW4265.The geoid height was determined by GEOID03.
 AW4265
 AW4265;                    North         East    Units  Estimated Accuracy
 AW4265;SPC TXSC     - 4,173,730.      900,460.      MT  (+/- 180 meters Scaled)
 AW4265
 AW4265                          SUPERSEDED SURVEY CONTROL
 AW4265
 AW4265  NGVD 29 (??/??/92)   25.419  (m)           83.40   (f) ADJ UNCH    2 0
 AW4265
 AW4265.Superseded values are not recommended for survey control.
 AW4265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4265.See file dsdata.txt to determine how the superseded data were derived.
 AW4265
 AW4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN180519(NAD 83)
 AW4265_MARKER: DB = BENCH MARK DISK
 AW4265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4265_STAMPING: X 800 1943
 AW4265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4265+STABILITY: SURFACE MOTION
 AW4265
 AW4265  HISTORY     - Date     Condition        Report By
 AW4265  HISTORY     - 1943     MONUMENTED       CGS
 AW4265  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4265
 AW4265                          STATION DESCRIPTION
 AW4265
 AW4265'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4265'6.3 MI SW FROM NEEDVILLE.
 AW4265'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 3.5 MILES
 AW4265'SOUTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS
 AW4265'ROAD (A POINT CALLED FOUR CORNERS OR MARLOW STORE), THENCE 1.7 MILE
 AW4265'NORTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AW4265'LEADING SOUTHWEST, THENCE 1.1 MILE SOUTHWESTERLY ALONG A DIRT ROAD TO
 AW4265'THE NORTHWEST CORNER OF A GRASS PASTURE AND SITE OF BENCH MARK. BENCH
 AW4265'MARK IS IN THE NORTHWEST CORNER OF A GRASS PASTURE.  IT IS 29.0 FEET
 AW4265'EAST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE ROAD, 8.0 FEET
 AW4265'SOUTH OF A FENCE CORNER POST, 1.0 FOOT EAST OF THE EAST RIGHT-OF-WAY
 AW4265'FENCE.  MONUMENT IS 2.3 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER
 AW4265'POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND, AND SET IN A CONCRETE
 AW4265'POST.
 AW4265
 AW4265                          STATION RECOVERY (1998)
 AW4265
 AW4265'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4393 ***********************************************************************
 AW4393  DESIGNATION -  X 801
 AW4393  PID         -  AW4393
 AW4393  STATE/COUNTY-  TX/BRAZORIA
 AW4393  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4393
 AW4393                         *CURRENT SURVEY CONTROL
 AW4393  ___________________________________________________________________
 AW4393* NAD 83(1986)-  29 09 04.     (N)    095 41 56.     (W)     SCALED    
 AW4393* NAVD 88     -        12.69   (+/-2cm)      41.6    (feet)  VERTCON   
 AW4393  ___________________________________________________________________
 AW4393  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW4393
 AW4393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4393
 AW4393.The horizontal coordinates were scaled from a topographic map and have
 AW4393.an estimated accuracy of +/- 6 seconds.
 AW4393
 AW4393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4393.The vertical order pertains to the NGVD 29 superseded value.
 AW4393
 AW4393.The geoid height was determined by GEOID03.
 AW4393
 AW4393;                    North         East    Units  Estimated Accuracy
 AW4393;SPC TXSC     - 4,150,580.      921,100.      MT  (+/- 180 meters Scaled)
 AW4393
 AW4393                          SUPERSEDED SURVEY CONTROL
 AW4393
 AW4393  NGVD 29 (??/??/92)   12.702  (m)           41.67   (f) ADJ UNCH    2 0
 AW4393
 AW4393.Superseded values are not recommended for survey control.
 AW4393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4393.See file dsdata.txt to determine how the superseded data were derived.
 AW4393
 AW4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN374277(NAD 83)
 AW4393_MARKER: DB = BENCH MARK DISK
 AW4393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4393_SP_SET: CULVERT
 AW4393_STAMPING: X 801 1943
 AW4393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4393
 AW4393  HISTORY     - Date     Condition        Report By
 AW4393  HISTORY     - 1943     MONUMENTED       CGS
 AW4393
 AW4393                          STATION DESCRIPTION
 AW4393
 AW4393'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4393'3.3 MI W FROM WEST COLUMBIA.
 AW4393'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED WESTERLY
 AW4393'3.3 MILES ALONG WEST COLUMBIA-PLEDGER CONCRETE ROAD TO A DOUBLE
 AW4393'CORRUGATED PIPE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AW4393'1.1 MILES EAST OF THE BRIDGE OVER MOUNDS CREEK, 16.0 FEET SOUTH OF AND
 AW4393'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE CONCRETE ROAD AND IS SET
 AW4393'HORIZONTALLY IN THE TOP CENTER OF THE SOUTH CONCRETE HEADWALL OF THE
 AW4393'DOUBLE-PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4394 ***********************************************************************
 AW4394  DESIGNATION -  X 801 RESET 1958
 AW4394  PID         -  AW4394
 AW4394  STATE/COUNTY-  TX/BRAZORIA
 AW4394  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4394
 AW4394                         *CURRENT SURVEY CONTROL
 AW4394  ___________________________________________________________________
 AW4394* NAD 83(1986)-  29 09 04.     (N)    095 41 56.     (W)     SCALED    
 AW4394* NAVD 88     -        12.27   (+/-2cm)      40.3    (feet)  VERTCON   
 AW4394  ___________________________________________________________________
 AW4394  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW4394
 AW4394  VERT ORDER  -  THIRD (See Below)
 AW4394
 AW4394.The horizontal coordinates were scaled from a topographic map and have
 AW4394.an estimated accuracy of +/- 6 seconds.
 AW4394
 AW4394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4394.The vertical order pertains to the NGVD 29 superseded value.
 AW4394
 AW4394.The geoid height was determined by GEOID03.
 AW4394
 AW4394;                    North         East    Units  Estimated Accuracy
 AW4394;SPC TXSC     - 4,150,580.      921,100.      MT  (+/- 180 meters Scaled)
 AW4394
 AW4394                          SUPERSEDED SURVEY CONTROL
 AW4394
 AW4394  NGVD 29 (01/29/03)   12.28   (m)           40.3    (f) RESET       3  
 AW4394
 AW4394.Superseded values are not recommended for survey control.
 AW4394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4394.See file dsdata.txt to determine how the superseded data were derived.
 AW4394
 AW4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN374277(NAD 83)
 AW4394_MARKER: DD = SURVEY DISK
 AW4394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4394_SP_SET: CULVERT
 AW4394_STAMPING: X 801 RESET 1958
 AW4394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4394+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4394
 AW4394  HISTORY     - Date     Condition        Report By
 AW4394  HISTORY     - 1958     MONUMENTED       TXHD
 AW4394  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4394  HISTORY     - 20041118 GOOD             USPSQD
 AW4394
 AW4394                          STATION DESCRIPTION
 AW4394
 AW4394'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4394'3.3 MI W FROM WEST COLUMBIA.
 AW4394'3.3 MILES WEST ALONG A CONCRETE ROAD LEADING TO PLEDGER FROM THE CITY
 AW4394'WATER TANK AT WEST COLUMBIA, AT A DOUBLE CONCRETE PIPE CULVERT.  1.1
 AW4394'MILES EAST OF THE BRIDGE OVER MOUNDS CREEK, 18.5 FEET NORTH OF AND 0.5
 AW4394'FOOT LOWER THAN THE CENTER OF THE CONCRETE ROAD, AND SET IN THE TOP OF
 AW4394'THE CENTER OF THE NORTH CONCRETE HEADWALL OF THE DOUBLE PIPE CULVERT.
 AW4394
 AW4394                          STATION RECOVERY (2004)
 AW4394
 AW4394'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4394'NEW CULVERT.
 AW4394
 AW4394                          STATION RECOVERY (2004)
 AW4394
 AW4394'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4423 ***********************************************************************
 AW4423  DESIGNATION -  X 802
 AW4423  PID         -  AW4423
 AW4423  STATE/COUNTY-  TX/BRAZORIA
 AW4423  USGS QUAD   -  DAMON (1980)
 AW4423
 AW4423                         *CURRENT SURVEY CONTROL
 AW4423  ___________________________________________________________________
 AW4423* NAD 83(1986)-  29 16 45.     (N)    095 41 02.     (W)     SCALED    
 AW4423* NAVD 88     -        17.59   (+/-2cm)      57.7    (feet)  VERTCON   
 AW4423  ___________________________________________________________________
 AW4423  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW4423
 AW4423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4423
 AW4423.The horizontal coordinates were scaled from a topographic map and have
 AW4423.an estimated accuracy of +/- 6 seconds.
 AW4423
 AW4423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4423.The vertical order pertains to the NGVD 29 superseded value.
 AW4423
 AW4423.The geoid height was determined by GEOID03.
 AW4423
 AW4423;                    North         East    Units  Estimated Accuracy
 AW4423;SPC TXSC     - 4,164,800.      922,160.      MT  (+/- 180 meters Scaled)
 AW4423
 AW4423                          SUPERSEDED SURVEY CONTROL
 AW4423
 AW4423  NGVD 29 (??/??/92)   17.598  (m)           57.74   (f) ADJ UNCH    2 0
 AW4423
 AW4423.Superseded values are not recommended for survey control.
 AW4423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4423.See file dsdata.txt to determine how the superseded data were derived.
 AW4423
 AW4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN392419(NAD 83)
 AW4423_MARKER: DB = BENCH MARK DISK
 AW4423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4423_STAMPING: X 802 1943
 AW4423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4423+STABILITY: SURFACE MOTION
 AW4423
 AW4423  HISTORY     - Date     Condition        Report By
 AW4423  HISTORY     - 1943     MONUMENTED       CGS
 AW4423  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4423  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 AW4423
 AW4423                          STATION DESCRIPTION
 AW4423
 AW4423'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4423'3.8 MI E FROM DAMON.
 AW4423'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHERLY 1.5 MILES
 AW4423'ALONG STATE HIGHWAY NO. 36 TO A T ROAD INTERSECTION, THENCE EASTERLY
 AW4423'1.6 MILES ALONG DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AW4423'1.6 MILES EAST OF THE REVOLVING AERIAL BEACON LIGHT TOWER AT THE DAMON
 AW4423'AIRPORT, ABOUT 0.25 MILE EAST OF A CURVE IN ROAD, 40.0 FEET SOUTH OF
 AW4423'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 27.0 FEET
 AW4423'WEST OF A GATE AT A ROAD LEADING SOUTHEAST, 3.0 FEET EAST OF A 4 BY 4
 AW4423'INCH WOODEN MARKER POST AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 AW4423'MONUMENT PROJECTS ABOUT 0.5 FOOT, AND SET IN A CONCRETE POST.
 AW4423
 AW4423                          STATION RECOVERY (1989)
 AW4423
 AW4423'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4423'MARK NOT FOUND.
 AW4423
 AW4423                          STATION RECOVERY (2004)
 AW4423
 AW4423'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4724 ***********************************************************************
 AW4724  DESIGNATION -  X 804
 AW4724  PID         -  AW4724
 AW4724  STATE/COUNTY-  TX/FORT BEND
 AW4724  USGS QUAD   -  SUGAR LAND (1995)
 AW4724
 AW4724                         *CURRENT SURVEY CONTROL
 AW4724  ___________________________________________________________________
 AW4724* NAD 83(1986)-  29 36 01.     (N)    095 41 51.     (W)     SCALED    
 AW4724* NAVD 88     -        24.314  (meters)      79.77   (feet)  ADJUSTED  
 AW4724  ___________________________________________________________________
 AW4724  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW4724  DYNAMIC HT  -          24.281 (meters)      79.66  (feet)  COMP
 AW4724  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 AW4724
 AW4724  VERT ORDER  -  FIRST     CLASS II
 AW4724
 AW4724.The horizontal coordinates were scaled from a topographic map and have
 AW4724.an estimated accuracy of +/- 6 seconds.
 AW4724
 AW4724.The orthometric height was determined by differential leveling
 AW4724.and adjusted by the National Geodetic Survey in June 1991..
 AW4724
 AW4724.The geoid height was determined by GEOID03.
 AW4724
 AW4724.The dynamic height is computed by dividing the NAVD 88
 AW4724.geopotential number by the normal gravity value computed on the
 AW4724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4724.degrees latitude (g = 980.6199 gals.).
 AW4724
 AW4724.The modeled gravity was interpolated from observed gravity values.
 AW4724
 AW4724;                    North         East    Units  Estimated Accuracy
 AW4724;SPC TXSC     - 4,200,340.      919,830.      MT  (+/- 180 meters Scaled)
 AW4724
 AW4724                          SUPERSEDED SURVEY CONTROL
 AW4724
 AW4724  NGVD 29 (12/23/87)   24.310  (m)           79.76   (f) ADJUSTED    1 2
 AW4724
 AW4724.Superseded values are not recommended for survey control.
 AW4724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4724.See file dsdata.txt to determine how the superseded data were derived.
 AW4724
 AW4724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN387775(NAD 83)
 AW4724_MARKER: DB = BENCH MARK DISK
 AW4724_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4724_SP_SET: CULVERT HEADWALL
 AW4724_STAMPING: X 804 1943
 AW4724_MARK LOGO: CGS   
 AW4724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4724+STABILITY: SURFACE MOTION
 AW4724
 AW4724  HISTORY     - Date     Condition        Report By
 AW4724  HISTORY     - 1943     MONUMENTED       CGS
 AW4724  HISTORY     - 1973     GOOD             NGS
 AW4724  HISTORY     - 1987     GOOD             USPSQD
 AW4724  HISTORY     - 1987     GOOD             NGS
 AW4724  HISTORY     - 1989     GOOD             USPSQD
 AW4724  HISTORY     - 19931204 GOOD             USPSQD
 AW4724  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4724  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW4724
 AW4724                          STATION DESCRIPTION
 AW4724
 AW4724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4724'4.0 MI W FROM SUGAR LAND.
 AW4724'4.0 MILES WEST ALONG U.S. HIGHWAY 90 ALT. FROM THE JUNCTION OF STATE
 AW4724'HIGHWAY SPUR 58 AT SUGAR LAND, 4.25 MILES NORTHEAST OF RICHMOND, 0.9
 AW4724'MILE WEST OF THE JUNCTION OF FARM ROAD 1464, AT THE CROSSING OF ALCORN
 AW4724'BAYOU, IN THE TOP AND 1.9 FEET EAST OF THE WEST END OF THE NORTH
 AW4724'CONCRETE HEADWALL OF DOUBLE CONCRETE BOX CULVERTS UNDER THE EASTBOUND
 AW4724'LANES, 22 1/2 FEET NORTH OF THE CENTER LINE OF THE EASTBOUND LANES OF
 AW4724'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4724
 AW4724                          STATION RECOVERY (1987)
 AW4724
 AW4724'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW4724'RECOVERED IN GOOD CONDITION.
 AW4724
 AW4724                          STATION RECOVERY (1987)
 AW4724
 AW4724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4724'RECOVERED IN GOOD CONDITION.
 AW4724
 AW4724                          STATION RECOVERY (1989)
 AW4724
 AW4724'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4724'RECOVERED IN GOOD CONDITION.
 AW4724
 AW4724                          STATION RECOVERY (1993)
 AW4724
 AW4724'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4724'RECOVERED IN GOOD CONDITION.
 AW4724
 AW4724                          STATION RECOVERY (1998)
 AW4724
 AW4724'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4724'MARK NOT FOUND.
 AW4724
 AW4724                          STATION RECOVERY (2004)
 AW4724
 AW4724'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0583 ***********************************************************************
 BM0583  DESIGNATION -  X 804
 BM0583  PID         -  BM0583
 BM0583  STATE/COUNTY-  TX/TRAVIS
 BM0583  USGS QUAD   -  AUSTIN EAST (1988)
 BM0583
 BM0583                         *CURRENT SURVEY CONTROL
 BM0583  ___________________________________________________________________
 BM0583* NAD 83(1986)-  30 16 50.     (N)    097 44 06.     (W)     SCALED    
 BM0583* NAVD 88     -       155.162  (meters)     509.06   (feet)  ADJUSTED  
 BM0583  ___________________________________________________________________
 BM0583  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0583  DYNAMIC HT  -         154.950 (meters)     508.37  (feet)  COMP
 BM0583  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 BM0583
 BM0583  VERT ORDER  -  FIRST     CLASS II
 BM0583
 BM0583.The horizontal coordinates were scaled from a topographic map and have
 BM0583.an estimated accuracy of +/- 6 seconds.
 BM0583
 BM0583.The orthometric height was determined by differential leveling
 BM0583.and adjusted by the National Geodetic Survey in June 1991..
 BM0583
 BM0583.The geoid height was determined by GEOID03.
 BM0583
 BM0583.The dynamic height is computed by dividing the NAVD 88
 BM0583.geopotential number by the normal gravity value computed on the
 BM0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0583.degrees latitude (g = 980.6199 gals.).
 BM0583
 BM0583.The modeled gravity was interpolated from observed gravity values.
 BM0583
 BM0583;                    North         East    Units  Estimated Accuracy
 BM0583;SPC TX C     - 3,070,970.      949,960.      MT  (+/- 180 meters Scaled)
 BM0583
 BM0583                          SUPERSEDED SURVEY CONTROL
 BM0583
 BM0583  NGVD 29 (??/??/92)  155.079  (m)          508.79   (f) ADJ UNCH    1 2
 BM0583
 BM0583.Superseded values are not recommended for survey control.
 BM0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0583.See file dsdata.txt to determine how the superseded data were derived.
 BM0583
 BM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU216505(NAD 83)
 BM0583_MARKER: DB = BENCH MARK DISK
 BM0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0583_SP_SET: BRIDGE
 BM0583_STAMPING: X 804 1953
 BM0583_MARK LOGO: CGS   
 BM0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0583+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2002
 BM0583
 BM0583  HISTORY     - Date     Condition        Report By
 BM0583  HISTORY     - 1953     MONUMENTED       CGS
 BM0583  HISTORY     - 1980     GOOD             NGS
 BM0583  HISTORY     - 19860619 MARK NOT FOUND   USGS
 BM0583  HISTORY     - 1990     GOOD             USPSQD
 BM0583  HISTORY     - 20010224 GOOD             USPSQD
 BM0583  HISTORY     - 20020225 GOOD             NGS
 BM0583  HISTORY     - 20030308 GOOD             USPSQD
 BM0583  HISTORY     - 20050226 GOOD             USPSQD
 BM0583
 BM0583                          STATION DESCRIPTION
 BM0583
 BM0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0583'IN AUSTIN.
 BM0583'AT AUSTIN, AT THE INTERSECTION OF SAN JACINTO BOULEVARD AND EAST 19TH
 BM0583'STREET, 122 FEET WEST OF A STREET LIGHT, 35 FEET NORTH OF THE CENTER
 BM0583'LINE OF SAN JACINTO BOULEVARD, SET IN THE TOP OF THE NORTH GUARD RAIL
 BM0583'OF A CONCRETE BRIDGE OVER WALLER CREEK, 14.8 FEET EAST OF THE WEST END
 BM0583'OF THE GUARD RAIL, 4.5 FEET ABOVE THE LEVEL OF THE STREET.  210 FEET
 BM0583'NORTHEAST OF THE CENTER OF THE STREET INTERSECTION.
 BM0583
 BM0583                          STATION RECOVERY (1980)
 BM0583
 BM0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0583'RECOVERED IN GOOD CONDITION.
 BM0583
 BM0583                          STATION RECOVERY (1986)
 BM0583
 BM0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0583'MARK NOT FOUND.
 BM0583
 BM0583                          STATION RECOVERY (1990)
 BM0583
 BM0583'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0583'RECOVERED IN GOOD CONDITION.
 BM0583
 BM0583                          STATION RECOVERY (2001)
 BM0583
 BM0583'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM0583'RECOVERED IN GOOD CONDITION.
 BM0583
 BM0583                          STATION RECOVERY (2002)
 BM0583
 BM0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 BM0583'EAST 19TH IS ALSO M.L. KING BLVD.
 BM0583
 BM0583                          STATION RECOVERY (2003)
 BM0583
 BM0583'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0583'RECOVERED IN GOOD CONDITION.
 BM0583
 BM0583                          STATION RECOVERY (2005)
 BM0583
 BM0583'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2367 ***********************************************************************
 AW2367  DESIGNATION -  X 805
 AW2367  PID         -  AW2367
 AW2367  STATE/COUNTY-  TX/FORT BEND
 AW2367  USGS QUAD   -  MISSOURI CITY (1995)
 AW2367
 AW2367                         *CURRENT SURVEY CONTROL
 AW2367  ___________________________________________________________________
 AW2367* NAD 83(1986)-  29 32 42.     (N)    095 33 49.     (W)     SCALED    
 AW2367* NAVD 88     -        19.72   (+/-2cm)      64.7    (feet)  VERTCON   
 AW2367  ___________________________________________________________________
 AW2367  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2367
 AW2367  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2367
 AW2367.The horizontal coordinates were scaled from a topographic map and have
 AW2367.an estimated accuracy of +/- 6 seconds.
 AW2367
 AW2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2367.The vertical order pertains to the NGVD 29 superseded value.
 AW2367
 AW2367.The geoid height was determined by GEOID03.
 AW2367
 AW2367;                    North         East    Units  Estimated Accuracy
 AW2367;SPC TXSC     - 4,194,590.      932,980.      MT  (+/- 180 meters Scaled)
 AW2367
 AW2367                          SUPERSEDED SURVEY CONTROL
 AW2367
 AW2367  NGVD 29 (??/??/92)   19.715  (m)           64.68   (f) ADJ UNCH    1 2
 AW2367
 AW2367.Superseded values are not recommended for survey control.
 AW2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2367.See file dsdata.txt to determine how the superseded data were derived.
 AW2367
 AW2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN515711(NAD 83)
 AW2367_MARKER: DB = BENCH MARK DISK
 AW2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2367_STAMPING: X 805 1943
 AW2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2367+STABILITY: SURFACE MOTION
 AW2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW2367+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 AW2367
 AW2367  HISTORY     - Date     Condition        Report By
 AW2367  HISTORY     - 1943     MONUMENTED       CGS
 AW2367  HISTORY     - 1978     GOOD             NGS
 AW2367  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2367  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2367  HISTORY     - 19940814 GOOD             USPSQD
 AW2367  HISTORY     - 20020501 GOOD             INDIV
 AW2367
 AW2367                          STATION DESCRIPTION
 AW2367
 AW2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW2367'1.05 MI S FROM DE WALT.
 AW2367'TO REACH FROM THE SCHOOL HOUSE AT DE WALT-- PROCEED 0.55 MILE
 AW2367'SOUTHWESTERLY ALONG A DIRT ROAD TO A SIDE ROAD INTERSECTION LEADING
 AW2367'SOUTH, THENCE 0.5 MILE SOUTHERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AW2367'ABOUT 423.0 FEET SOUTH OF A PRIVATE ROAD INTERSECTION LEADING WEST TO
 AW2367'A FARM HOUSE, AND 29.6 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE
 AW2367'CENTERLINE OF ROAD.  IT IS 2.4 FEET SOUTHWEST OF A POWERPOLE NUMBERED
 AW2367'17, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AW2367'PROJECTS 0.6 FOOT.  A STANDARD DISK, STAMPED X 805 1943 AND SET IN THE
 AW2367'TOP OF A CONCRETE POST.
 AW2367
 AW2367                          STATION RECOVERY (1978)
 AW2367
 AW2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2367'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION
 AW2367'OF U.S. HIGHWAY 90 ALTERNATE IN SUGAR LAND, THENCE 5.75 MILES SOUTHEAS
 AW2367'ALONG STATE HIGHWAY 6, THENCE 0.5 MILES SOUTHWEST ALONG OIL FIELD
 AW2367'ROAD, AND THENCE 0.5 MILES SOUTH ALONG HAGERSON ROAD, 29.6 FEET WEST
 AW2367'OF THE CENTERLINE OF THE ROAD, 2.4 FEET SOUTHWEST OF POWER POLE
 AW2367'NUMBER 17, 0.5 FEET WEST OF THE EAST SIDE OF A PIPE FENCE AND CATTLE
 AW2367'PEN, AND 0.5 FEET NORTH OF A FENCE CORNER.
 AW2367
 AW2367                          STATION RECOVERY (1986)
 AW2367
 AW2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2367'NOT RECOVERED.
 AW2367
 AW2367                          STATION RECOVERY (1989)
 AW2367
 AW2367'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2367'MARK NOT FOUND.
 AW2367
 AW2367                          STATION RECOVERY (1994)
 AW2367
 AW2367'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2367'RECOVERED IN GOOD CONDITION.
 AW2367
 AW2367                          STATION RECOVERY (2002)
 AW2367
 AW2367'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCH)
 AW2367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0416 ***********************************************************************
 BM0416  DESIGNATION -  X 805
 BM0416  PID         -  BM0416
 BM0416  STATE/COUNTY-  TX/BASTROP
 BM0416  USGS QUAD   -  LAKE BASTROP (1982)
 BM0416
 BM0416                         *CURRENT SURVEY CONTROL
 BM0416  ___________________________________________________________________
 BM0416* NAD 83(1986)-  30 11 49.     (N)    097 19 07.     (W)     SCALED    
 BM0416* NAVD 88     -       144.28   (+/-2cm)     473.4    (feet)  VERTCON   
 BM0416  ___________________________________________________________________
 BM0416  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BM0416
 BM0416  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0416
 BM0416.The horizontal coordinates were scaled from a topographic map and have
 BM0416.an estimated accuracy of +/- 6 seconds.
 BM0416
 BM0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0416.The vertical order pertains to the NGVD 29 superseded value.
 BM0416
 BM0416.The geoid height was determined by GEOID03.
 BM0416
 BM0416;                    North         East    Units  Estimated Accuracy
 BM0416;SPC TX C     - 3,062,720.      990,260.      MT  (+/- 180 meters Scaled)
 BM0416
 BM0416                          SUPERSEDED SURVEY CONTROL
 BM0416
 BM0416  NGVD 29 (??/??/92)  144.214  (m)          473.14   (f) ADJ UNCH    1 2
 BM0416
 BM0416.Superseded values are not recommended for survey control.
 BM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0416.See file dsdata.txt to determine how the superseded data were derived.
 BM0416
 BM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU618418(NAD 83)
 BM0416_MARKER: DB = BENCH MARK DISK
 BM0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0416_STAMPING: X 805 1953
 BM0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0416+STABILITY: SURFACE MOTION
 BM0416
 BM0416  HISTORY     - Date     Condition        Report By
 BM0416  HISTORY     - 1953     MONUMENTED       CGS
 BM0416
 BM0416                          STATION DESCRIPTION
 BM0416
 BM0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0416'7.95 MI NW FROM BASTROP.
 BM0416'7.95 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 BM0416'FROM THE STATION AT BASTROP, 12.3 FEET NORTHWEST OF THE 2ND POLE
 BM0416'SOUTHEAST OF MILEPOST 946, 38 FEET NORTHEAST OF THE NORTHEAST RAIL, 48
 BM0416'FEET NORTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 29 FEET SOUTHWEST
 BM0416'OF THE CENTER LINE OF A GRAVELED ROAD, 3.4 FEET EAST OF A WITNESS
 BM0416'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 BM0416'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4644 ***********************************************************************
 AW4644  DESIGNATION -  X 806
 AW4644  PID         -  AW4644
 AW4644  STATE/COUNTY-  TX/WALLER
 AW4644  USGS QUAD   -  BROOKSHIRE (1980)
 AW4644
 AW4644                         *CURRENT SURVEY CONTROL
 AW4644  ___________________________________________________________________
 AW4644* NAD 83(1986)-  29 45 35.     (N)    095 57 02.     (W)     SCALED    
 AW4644* NAVD 88     -        45.93   (+/-2cm)     150.7    (feet)  VERTCON   
 AW4644  ___________________________________________________________________
 AW4644  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4644
 AW4644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4644
 AW4644.The horizontal coordinates were scaled from a topographic map and have
 AW4644.an estimated accuracy of +/- 6 seconds.
 AW4644
 AW4644.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4644.The vertical order pertains to the NGVD 29 superseded value.
 AW4644
 AW4644.The geoid height was determined by GEOID03.
 AW4644
 AW4644;                    North         East    Units  Estimated Accuracy
 AW4644;SPC TXSC     - 4,217,340.      894,870.      MT  (+/- 180 meters Scaled)
 AW4644
 AW4644                          SUPERSEDED SURVEY CONTROL
 AW4644
 AW4644  NGVD 29 (??/??/92)   45.916  (m)          150.64   (f) ADJ UNCH    2 0
 AW4644
 AW4644.Superseded values are not recommended for survey control.
 AW4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4644.See file dsdata.txt to determine how the superseded data were derived.
 AW4644
 AW4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN146958(NAD 83)
 AW4644_MARKER: DB = BENCH MARK DISK
 AW4644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4644_STAMPING: X 806 1943
 AW4644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4644+STABILITY: SURFACE MOTION
 AW4644
 AW4644  HISTORY     - Date     Condition        Report By
 AW4644  HISTORY     - 1943     MONUMENTED       CGS
 AW4644  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 AW4644
 AW4644                          STATION DESCRIPTION
 AW4644
 AW4644'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4644'2.0 MI S FROM BROOKSHIRE.
 AW4644'TO REACH FROM THE MISSOURI-KANSAS-TEXAS RAILROAD STATION AT
 AW4644'BROOKSHIRE-- PROCEED 2.0 MILES SOUTHERLY ALONG THE BROOKSHIRE-FULSHEAR
 AW4644'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 31.0 FEET EAST OF AND ABOUT
 AW4644'THE SAME ELEVATION AS THE CENTERLINE OF ROAD, AND 17.0 FEET SOUTH OF A
 AW4644'TRACK ROAD LEADING EAST.  IT IS 6.7 FEET SOUTH OF A FENCE CORNER, 3.2
 AW4644'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF A 4X4-INCH
 AW4644'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AW4644
 AW4644                          STATION RECOVERY (2004)
 AW4644
 AW4644'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0100 ***********************************************************************
 BN0100  DESIGNATION -  X 806
 BN0100  PID         -  BN0100
 BN0100  STATE/COUNTY-  TX/BLANCO
 BN0100  USGS QUAD   -  JOHNSON CITY (1982)
 BN0100
 BN0100                         *CURRENT SURVEY CONTROL
 BN0100  ___________________________________________________________________
 BN0100* NAD 83(1986)-  30 16 28.     (N)    098 25 05.     (W)     SCALED    
 BN0100* NAVD 88     -       373.525  (meters)    1225.47   (feet)  POSTED    
 BN0100  ___________________________________________________________________
 BN0100  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 BN0100  DYNAMIC HT  -         373.010 (meters)    1223.78  (feet)  COMP
 BN0100  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 BN0100
 BN0100  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0100
 BN0100.The horizontal coordinates were scaled from a topographic map and have
 BN0100.an estimated accuracy of +/- 6 seconds.
 BN0100
 BN0100.The orthometric height was determined by differential leveling
 BN0100.and adjusted by the National Geodetic Survey in 1992..
 BN0100.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0100.rate of 1.1 thru 2.0 mm/km.
 BN0100
 BN0100.The geoid height was determined by GEOID03.
 BN0100
 BN0100.The dynamic height is computed by dividing the NAVD 88
 BN0100.geopotential number by the normal gravity value computed on the
 BN0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0100.degrees latitude (g = 980.6199 gals.).
 BN0100
 BN0100.The modeled gravity was interpolated from observed gravity values.
 BN0100
 BN0100;                    North         East    Units  Estimated Accuracy
 BN0100;SPC TX C     - 3,068,960.      884,270.      MT  (+/- 180 meters Scaled)
 BN0100
 BN0100                          SUPERSEDED SURVEY CONTROL
 BN0100
 BN0100  NGVD 29 (??/??/92)  373.445  (m)         1225.21   (f) ADJ UNCH    2 0
 BN0100
 BN0100.Superseded values are not recommended for survey control.
 BN0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0100.See file dsdata.txt to determine how the superseded data were derived.
 BN0100
 BN0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU559493(NAD 83)
 BN0100_MARKER: DB = BENCH MARK DISK
 BN0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0100_STAMPING: X 806 1953
 BN0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0100+STABILITY: SURFACE MOTION
 BN0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0100+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 BN0100
 BN0100  HISTORY     - Date     Condition        Report By
 BN0100  HISTORY     - 1953     MONUMENTED       CGS
 BN0100  HISTORY     - 1983     GOOD             USPSQD
 BN0100  HISTORY     - 1990     POOR             USPSQD
 BN0100  HISTORY     - 20030616 GOOD             GEOCAC
 BN0100  HISTORY     - 20060130 GOOD             USPSQD
 BN0100
 BN0100                          STATION DESCRIPTION
 BN0100
 BN0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0100'0.6 MI SW FROM JOHNSON CITY.
 BN0100'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0100'CITY, THENCE 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 290, THENCE 0.1
 BN0100'MILE SOUTH ALONG A DIRT ROAD, 315 FEET SOUTHEAST OF A FENCE, AT THE
 BN0100'NORTH END OF THE WALLER AIRPORT, 63 FEET EAST OF THE EAST END OF A
 BN0100'STONE WATER TANK, 74.5 FEET EAST OF THE NORTHEAST LEG OF A STEEL
 BN0100'WINDMILL TOWER, 2.3 FEET WEST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS
 BN0100'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BN0100'THE GROUND.
 BN0100
 BN0100                          STATION RECOVERY (1983)
 BN0100
 BN0100'RECOVERY NOTE BY US POWER SQUADRON 1983
 BN0100'RECOVERED IN GOOD CONDITION.
 BN0100
 BN0100                          STATION RECOVERY (1990)
 BN0100
 BN0100'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0100'MARK RECOVERED IN POOR CONDITION.
 BN0100
 BN0100                          STATION RECOVERY (2003)
 BN0100
 BN0100'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0100'RECOVERED IN GOOD CONDITION AT N 30 16.422 W 98 25.098 USING CONSUMER
 BN0100'GPS RECEIVER.
 BN0100
 BN0100                          STATION RECOVERY (2006)
 BN0100
 BN0100'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BN0100'FROM 290 GO S. ON S. AVE. N TO BACK FORTY RD.  S. ON BACK FORTY TO THE
 BN0100'MARK ON THE W. SIDE OF THE FENCE NEAR THE WINDMILL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4646 ***********************************************************************
 AW4646  DESIGNATION -  X 806 RESET 1949
 AW4646  PID         -  AW4646
 AW4646  STATE/COUNTY-  TX/FORT BEND
 AW4646  USGS QUAD   -  BROOKSHIRE (1980)
 AW4646
 AW4646                         *CURRENT SURVEY CONTROL
 AW4646  ___________________________________________________________________
 AW4646* NAD 83(1986)-  29 45 35.     (N)    095 57 03.     (W)     SCALED    
 AW4646* NAVD 88     -        45.85   (+/-2cm)     150.4    (feet)  VERTCON   
 AW4646  ___________________________________________________________________
 AW4646  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4646
 AW4646  VERT ORDER  -  THIRD (See Below)
 AW4646
 AW4646.The horizontal coordinates were scaled from a topographic map and have
 AW4646.an estimated accuracy of +/- 6 seconds.
 AW4646
 AW4646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4646.The vertical order pertains to the NGVD 29 superseded value.
 AW4646
 AW4646.The geoid height was determined by GEOID03.
 AW4646
 AW4646;                    North         East    Units  Estimated Accuracy
 AW4646;SPC TXSC     - 4,217,340.      894,840.      MT  (+/- 180 meters Scaled)
 AW4646
 AW4646                          SUPERSEDED SURVEY CONTROL
 AW4646
 AW4646  NGVD 29 (01/29/03)   45.83   (m)          150.4    (f) RESET       3  
 AW4646
 AW4646.Superseded values are not recommended for survey control.
 AW4646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4646.See file dsdata.txt to determine how the superseded data were derived.
 AW4646
 AW4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN146958(NAD 83)
 AW4646_MARKER: DB = BENCH MARK DISK
 AW4646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4646_STAMPING: X 806 RESET 1949
 AW4646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4646+STABILITY: SURFACE MOTION
 AW4646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4646+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AW4646
 AW4646  HISTORY     - Date     Condition        Report By
 AW4646  HISTORY     - 1949     MONUMENTED       TXHD
 AW4646  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4646  HISTORY     - 20041016 GOOD             USPSQD
 AW4646
 AW4646                          STATION DESCRIPTION
 AW4646
 AW4646'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AW4646'2.0 MI S FROM BROOKSHIRE.
 AW4646'2.0 MILES SOUTH ALONG THE FULSHEAR ROAD (FARM-TO-MARKET HIGHWAY 359)
 AW4646'FROM THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT
 AW4646'BROOKSHIRE, FORT BEND COUNTY, AT THE JUNCTION OF A TRACK ROAD LEADING
 AW4646'EAST, 50 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, 18 FEET SOUTH
 AW4646'OF THE TRACK ROAD, AT THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A WHITE
 AW4646'WOODEN WITNESS POST, AND LEVEL WITH THE MAIN ROAD.
 AW4646
 AW4646                          STATION RECOVERY (1971)
 AW4646
 AW4646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4646'MARK NOT FOUND.
 AW4646
 AW4646                          STATION RECOVERY (2004)
 AW4646
 AW4646'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0586 ***********************************************************************
 AY0586  DESIGNATION -  X 807 RESET 1960
 AY0586  PID         -  AY0586
 AY0586  STATE/COUNTY-  TX/BEXAR
 AY0586  USGS QUAD   -  SAINT HEDWIG (1992)
 AY0586
 AY0586                         *CURRENT SURVEY CONTROL
 AY0586  ___________________________________________________________________
 AY0586* NAD 83(1986)-  29 29 16.     (N)    098 13 31.     (W)     SCALED    
 AY0586* NAVD 88     -       217.07   (+/-2cm)     712.2    (feet)  VERTCON   
 AY0586  ___________________________________________________________________
 AY0586  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AY0586
 AY0586  VERT ORDER  -  THIRD (See Below)
 AY0586
 AY0586.The horizontal coordinates were scaled from a topographic map and have
 AY0586.an estimated accuracy of +/- 6 seconds.
 AY0586
 AY0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0586.The vertical order pertains to the NGVD 29 superseded value.
 AY0586
 AY0586.The geoid height was determined by GEOID03.
 AY0586
 AY0586;                    North         East    Units  Estimated Accuracy
 AY0586;SPC TXSC     - 4,183,610.      675,120.      MT  (+/- 180 meters Scaled)
 AY0586
 AY0586                          SUPERSEDED SURVEY CONTROL
 AY0586
 AY0586  NGVD 29 (01/29/03)  216.97   (m)          711.8    (f) RESET       3  
 AY0586
 AY0586.Superseded values are not recommended for survey control.
 AY0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0586.See file dsdata.txt to determine how the superseded data were derived.
 AY0586
 AY0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT751622(NAD 83)
 AY0586_MARKER: DB = BENCH MARK DISK
 AY0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0586_STAMPING: X 807 RESET 1960
 AY0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0586+STABILITY: SURFACE MOTION
 AY0586
 AY0586  HISTORY     - Date     Condition        Report By
 AY0586  HISTORY     - 1960     MONUMENTED       CGS
 AY0586  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0586  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0586
 AY0586                          STATION DESCRIPTION
 AY0586
 AY0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AY0586'11.6 MI E FROM SAN ANTONIO.
 AY0586'ABOUT 11.6 MILES EAST ALONG INTERSTATE HIGHWAY NO. 10, (U.S. NO. 90)
 AY0586'FROM THE INTERSECTION OF THE INTERSTATE AND LOOP 13 IN THE EAST PART
 AY0586'OF SAN ANTONIO, IN THE SOUTH RIGHT-OF-WAY LINE OF THE EXPRESSWAY, 3
 AY0586'FEET WEST OF A POWER POLE, 36 FEET WEST OF HIGHWAY SURVEY STATION 607
 AY0586'+ 00 AND ABOUT MIDWAY BETWEEN TWO CULVERTS.  IT IS ABOUT 0.2 MILE WEST
 AY0586'OF THE INTERSECTION OF INTERSTATE 10 AND F.M. ROAD NO. 1518.  A
 AY0586'STANDARD DISK STAMPED X 807 RESET 1960 IN A CONCRETE POST PROJECTING
 AY0586'ABOUT 1 INCH.
 AY0586
 AY0586                          STATION RECOVERY (1987)
 AY0586
 AY0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0586'MARK NOT FOUND.
 AY0586
 AY0586                          STATION RECOVERY (2003)
 AY0586
 AY0586'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0571 ***********************************************************************
 AY0571  DESIGNATION -  X 808
 AY0571  PID         -  AY0571
 AY0571  STATE/COUNTY-  TX/GUADALUPE
 AY0571  USGS QUAD   -  MC QUEENEY (1994)
 AY0571
 AY0571                         *CURRENT SURVEY CONTROL
 AY0571  ___________________________________________________________________
 AY0571* NAD 83(1986)-  29 30 17.     (N)    098 06 03.     (W)     SCALED    
 AY0571* NAVD 88     -       190.13   (+/-2cm)     623.8    (feet)  VERTCON   
 AY0571  ___________________________________________________________________
 AY0571  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AY0571
 AY0571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0571
 AY0571.The horizontal coordinates were scaled from a topographic map and have
 AY0571.an estimated accuracy of +/- 6 seconds.
 AY0571
 AY0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0571.The vertical order pertains to the NGVD 29 superseded value.
 AY0571
 AY0571.The geoid height was determined by GEOID03.
 AY0571
 AY0571;                    North         East    Units  Estimated Accuracy
 AY0571;SPC TXSC     - 4,185,570.      687,170.      MT  (+/- 180 meters Scaled)
 AY0571
 AY0571                          SUPERSEDED SURVEY CONTROL
 AY0571
 AY0571  NGVD 29 (??/??/92)  190.04   (m)          623.5    (f) COMPUTED    2 0
 AY0571
 AY0571.Superseded values are not recommended for survey control.
 AY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0571.See file dsdata.txt to determine how the superseded data were derived.
 AY0571
 AY0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT871642(NAD 83)
 AY0571_MARKER: DB = BENCH MARK DISK
 AY0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0571_STAMPING: X 808 1943
 AY0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0571+STABILITY: SURFACE MOTION
 AY0571
 AY0571  HISTORY     - Date     Condition        Report By
 AY0571  HISTORY     - 1943     MONUMENTED       CGS
 AY0571  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0571  HISTORY     - 19880429 MARK NOT FOUND   USPSQD
 AY0571  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0571  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0571  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0571
 AY0571                          STATION DESCRIPTION
 AY0571
 AY0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0571'2.95 MI N FROM NEW BERLIN.
 AY0571'TO REACH FROM THE SCHOOL HOUSE AT NEW BERLIN-- PROCEED 2.95 MILES
 AY0571'NORTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AY0571'ABOUT 0.7 MILE SOUTH OF A CROSS ROAD INTERSECTION, ABOUT 0.7 MILE
 AY0571'NORTH OF THE LINNE CEMETERY, AND ABOUT 96.0 FEET SOUTH OF A FENCE
 AY0571'CORNER.  IT IS 26.6 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AY0571'CENTERLINE OF ROAD, 0.7 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND 4.0
 AY0571'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AY0571'FOOT.
 AY0571
 AY0571                          STATION RECOVERY (1988)
 AY0571
 AY0571'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0571'MARK NOT FOUND.
 AY0571
 AY0571                          STATION RECOVERY (1988)
 AY0571
 AY0571'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0571'MARK NOT FOUND.
 AY0571
 AY0571                          STATION RECOVERY (1993)
 AY0571
 AY0571'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0571'MARK NOT FOUND.
 AY0571
 AY0571                          STATION RECOVERY (1999)
 AY0571
 AY0571'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0571'MARK NOT FOUND.
 AY0571
 AY0571                          STATION RECOVERY (2003)
 AY0571
 AY0571'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0443 ***********************************************************************
 AY0443  DESIGNATION -  X 809
 AY0443  PID         -  AY0443
 AY0443  STATE/COUNTY-  TX/BEXAR
 AY0443  USGS QUAD   -  SOUTHTON (1992)
 AY0443
 AY0443                         *CURRENT SURVEY CONTROL
 AY0443  ___________________________________________________________________
 AY0443* NAD 83(1986)-  29 17 17.     (N)    098 22 36.     (W)     SCALED    
 AY0443* NAVD 88     -       170.125  (meters)     558.15   (feet)  ADJUSTED  
 AY0443  ___________________________________________________________________
 AY0443  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY0443  DYNAMIC HT  -         169.880 (meters)     557.35  (feet)  COMP
 AY0443  MODELED GRAV-     979,197.3   (mgal)                       NAVD 88
 AY0443
 AY0443  VERT ORDER  -  FIRST     CLASS II
 AY0443
 AY0443.The horizontal coordinates were scaled from a topographic map and have
 AY0443.an estimated accuracy of +/- 6 seconds.
 AY0443
 AY0443.The orthometric height was determined by differential leveling
 AY0443.and adjusted by the National Geodetic Survey in June 1991..
 AY0443
 AY0443.The geoid height was determined by GEOID03.
 AY0443
 AY0443.The dynamic height is computed by dividing the NAVD 88
 AY0443.geopotential number by the normal gravity value computed on the
 AY0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0443.degrees latitude (g = 980.6199 gals.).
 AY0443
 AY0443.The modeled gravity was interpolated from observed gravity values.
 AY0443
 AY0443;                    North         East    Units  Estimated Accuracy
 AY0443;SPC TXSC     - 4,161,380.      660,560.      MT  (+/- 180 meters Scaled)
 AY0443
 AY0443                          SUPERSEDED SURVEY CONTROL
 AY0443
 AY0443.No superseded survey control is available for this station.
 AY0443
 AY0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT605400(NAD 83)
 AY0443_MARKER: DB = BENCH MARK DISK
 AY0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0443_STAMPING: X 809 1943
 AY0443_PROJECTION: PROJECTING 5 CENTIMETERS
 AY0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0443+STABILITY: SURFACE MOTION
 AY0443
 AY0443  HISTORY     - Date     Condition        Report By
 AY0443  HISTORY     - 1943     MONUMENTED       CGS
 AY0443  HISTORY     - 1980     GOOD             NGS
 AY0443  HISTORY     - 19950626 GOOD             USPSQD
 AY0443
 AY0443                          STATION DESCRIPTION
 AY0443
 AY0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0443'3.0 MI SE FROM SOUTHTON.
 AY0443'TO REACH FROM RAILROAD TRESTLE NO. 8.82 OVER SALADO CREEK AT
 AY0443'SOUTHTON-- PROCEED 3.0 MILES SOUTHEASTERLY ALONG THE TEXAS AND NEW
 AY0443'ORLEANS (SOUTHERN PACIFIC) RAILROAD TO SITE OF BENCH MARK.  BENCH MARK
 AY0443'IS ABOUT 0.2 MILE WEST OF MILEPOST 12, ABOUT 250.0 FEET WEST OF
 AY0443'RAILROAD TRESTLE NO.11.82, AND ABOUT 70.0 FEET SOUTHWEST OF THE CENTER
 AY0443'OF AN ASPHALT ROAD CROSSING.  IT IS 46.0 FEET SOUTH OF AND ABOUT THE
 AY0443'SAME ELEVATION AS THE CENTERLINE OF TRACK, 7.2 FEET SOUTH-SOUTHEAST OF
 AY0443'TELEPHONE POLE NO.504, 2.7 FEET NORTHEAST OF A FENCE CORNER, 1.0 FOOT
 AY0443'NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE, AND 3.4 FEET WEST OF A
 AY0443'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT. NOTE-- BENCH
 AY0443'MARK IS ALSO 3.35 MILES NORTHWEST OF ELMENDORF.
 AY0443
 AY0443                          STATION RECOVERY (1980)
 AY0443
 AY0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0443'5.8 KM (3.6 MI) NORTHWEST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY0443'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT THE CROSSING OF THE
 AY0443'SOUTHERN PACIFIC RAILROAD, 0.3 KM (0.2 MI) WEST OF RAILROAD MILEPOST
 AY0443'12, 76.2 METERS (250 FT) WEST OF RAILROAD TRESTLE NUMBER 11.82,
 AY0443'22.1 METERS (72.5 FT) SOUTHWEST OF THE CENTER OF THE CROSSING,
 AY0443'13.6 METERS (44.5 FT) SOUTH OF THE SOUTH RAIL, 17.1 METERS (56.0 FT)
 AY0443'WEST-NORTHWEST OF POWERLINE POLE NUMBER 43, 10.3 METERS (33.5 FT) WEST
 AY0443'OF A CORNER FENCE POST, 0.5 METER (1.7 FT) NORTH OF AN EAST-WEST FENCE
 AY0443'LINE.
 AY0443'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 AY0443'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 AY0443
 AY0443                          STATION RECOVERY (1995)
 AY0443
 AY0443'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0133 ***********************************************************************
 BN0133  DESIGNATION -  X 81
 BN0133  PID         -  BN0133
 BN0133  STATE/COUNTY-  TX/KENDALL
 BN0133  USGS QUAD   -  RAFTER HOLLOW (1979)
 BN0133
 BN0133                         *CURRENT SURVEY CONTROL
 BN0133  ___________________________________________________________________
 BN0133* NAD 83(1986)-  30 06 29.     (N)    098 49 14.     (W)     SCALED    
 BN0133* NAVD 88     -       556.692  (meters)    1826.41   (feet)  ADJUSTED  
 BN0133  ___________________________________________________________________
 BN0133  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BN0133  DYNAMIC HT  -         555.910 (meters)    1823.85  (feet)  COMP
 BN0133  MODELED GRAV-     979,218.6   (mgal)                       NAVD 88
 BN0133
 BN0133  VERT ORDER  -  FIRST     CLASS II
 BN0133
 BN0133.The horizontal coordinates were scaled from a topographic map and have
 BN0133.an estimated accuracy of +/- 6 seconds.
 BN0133
 BN0133.The orthometric height was determined by differential leveling
 BN0133.and adjusted by the National Geodetic Survey in June 1991..
 BN0133
 BN0133.The geoid height was determined by GEOID03.
 BN0133
 BN0133.The dynamic height is computed by dividing the NAVD 88
 BN0133.geopotential number by the normal gravity value computed on the
 BN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0133.degrees latitude (g = 980.6199 gals.).
 BN0133
 BN0133.The modeled gravity was interpolated from observed gravity values.
 BN0133
 BN0133;                    North         East    Units  Estimated Accuracy
 BN0133;SPC TXSC     - 4,252,120.      617,290.      MT  (+/- 180 meters Scaled)
 BN0133
 BN0133                          SUPERSEDED SURVEY CONTROL
 BN0133
 BN0133  NGVD 29 (??/??/92)  556.632  (m)         1826.22   (f) ADJ UNCH    1 2
 BN0133
 BN0133.Superseded values are not recommended for survey control.
 BN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0133.See file dsdata.txt to determine how the superseded data were derived.
 BN0133
 BN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU172307(NAD 83)
 BN0133_MARKER: DB = BENCH MARK DISK
 BN0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0133_STAMPING: X 81 1931
 BN0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0133+STABILITY: SURFACE MOTION
 BN0133
 BN0133  HISTORY     - Date     Condition        Report By
 BN0133  HISTORY     - 1931     MONUMENTED       CGS
 BN0133  HISTORY     - 1953     GOOD             NGS
 BN0133  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0133  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 BN0133
 BN0133                          STATION DESCRIPTION
 BN0133
 BN0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0133'13.3 MI NE FROM COMFORT.
 BN0133'4.9 MILES NORTHEAST ALONG FARM ROAD 473 FROM ITS JUNCTION WITH U.S.
 BN0133'HIGHWAY 87 AT COMFORT, THENCE 8.4 MILES NORTH ALONG AN OILED ROAD, 0.5
 BN0133'MILE NORTH OF THE NORTH END OF AN ABANDONED RAILROAD TUNNEL, 85 FEET
 BN0133'WEST OF THE CENTER LINE OF THE ROAD, 42 FEET EAST OF THE CENTER LINE
 BN0133'OF AN ABANDONED RAILROAD GRADE, 60 FEET WEST OF A FENCE, 2 FEET NORTH
 BN0133'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BN0133'0.4 FOOT ABOVE THE GROUND.
 BN0133
 BN0133                          STATION RECOVERY (1982)
 BN0133
 BN0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0133'NOT RECOVERED THIS DATE, INACCESSIBLE.
 BN0133
 BN0133                          STATION RECOVERY (1994)
 BN0133
 BN0133'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4242 ***********************************************************************
 AW4242  DESIGNATION -  X 811
 AW4242  PID         -  AW4242
 AW4242  STATE/COUNTY-  TX/FORT BEND
 AW4242  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4242
 AW4242                         *CURRENT SURVEY CONTROL
 AW4242  ___________________________________________________________________
 AW4242* NAD 83(1986)-  29 29 00.     (N)    095 39 58.     (W)     SCALED    
 AW4242* NAVD 88     -        22.19   (+/-2cm)      72.8    (feet)  VERTCON   
 AW4242  ___________________________________________________________________
 AW4242  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4242
 AW4242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4242
 AW4242.The horizontal coordinates were scaled from a topographic map and have
 AW4242.an estimated accuracy of +/- 6 seconds.
 AW4242
 AW4242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4242.The vertical order pertains to the NGVD 29 superseded value.
 AW4242
 AW4242.The geoid height was determined by GEOID03.
 AW4242
 AW4242;                    North         East    Units  Estimated Accuracy
 AW4242;SPC TXSC     - 4,187,470.      923,240.      MT  (+/- 180 meters Scaled)
 AW4242
 AW4242                          SUPERSEDED SURVEY CONTROL
 AW4242
 AW4242  NGVD 29 (??/??/92)   22.185  (m)           72.79   (f) ADJ UNCH    2 0
 AW4242
 AW4242.Superseded values are not recommended for survey control.
 AW4242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4242.See file dsdata.txt to determine how the superseded data were derived.
 AW4242
 AW4242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN414644(NAD 83)
 AW4242_MARKER: DB = BENCH MARK DISK
 AW4242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4242_STAMPING: X 811 1943
 AW4242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4242+STABILITY: SURFACE MOTION
 AW4242
 AW4242  HISTORY     - Date     Condition        Report By
 AW4242  HISTORY     - 1943     MONUMENTED       CGS
 AW4242  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4242  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4242  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4242  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4242
 AW4242                          STATION DESCRIPTION
 AW4242
 AW4242'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4242'14.8 MI NE FROM GUY.
 AW4242'TO REACH FROM THE SCHOOL BUILDING AT GUY, PROCEED 9.85 MILES
 AW4242'NORTHEASTERLY ALONG THE GUY - THOMPSONS ROAD TO A RIGHT ANGLE TURN IN
 AW4242'THE ROAD TO THE NORTHWEST, THENCE 1.85 MILES NORTHWESTERLY TO A RIGHT
 AW4242'ANGLE TURN IN THE ROAD TO THE NORTHEAST, THENCE 2.1 MILES
 AW4242'NORTHEASTERLY TO A RIGHT ANGLE TURN IN THE ROAD TO THE SOUTHEAST,
 AW4242'THENCE 1.0 MILE SOUTHEASTERLY TO THE INTERSECTION OF A DIRT ROAD
 AW4242'LEADING EAST AND SITE OF BENCH MARK.  BENCH MARK IS 59.0 FEET
 AW4242'NORTHWEST OF THE NORTHEAST END OF A SMALL WOODEN BRIDGE UNDER THE GUY
 AW4242'- THOMPSONS ROAD.  IT IS 50.5 FEET NORTHEAST OF AND ABOUT THE SAME
 AW4242'ELEVATION AS THE CENTERLINE OF THE GUY - THOMPSONS ROAD, 27.0 FEET
 AW4242'SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD LEADING EAST.  MONUMENT IS
 AW4242'2.2 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AW4242'0.1 FOOT ABOVE THE GROUND, AND SET IN A CONCRETE POST.
 AW4242
 AW4242                          STATION RECOVERY (1973)
 AW4242
 AW4242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4242'MARK NOT FOUND.
 AW4242
 AW4242                          STATION RECOVERY (1996)
 AW4242
 AW4242'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4242'MARK NOT FOUND.
 AW4242
 AW4242                          STATION RECOVERY (1998)
 AW4242
 AW4242'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4242'MARK NOT FOUND.
 AW4242
 AW4242                          STATION RECOVERY (1998)
 AW4242
 AW4242'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0117 ***********************************************************************
 AX0117  DESIGNATION -  X 813
 AX0117  PID         -  AX0117
 AX0117  STATE/COUNTY-  TX/AUSTIN
 AX0117  USGS QUAD   -  WALLIS (1980)
 AX0117
 AX0117                         *CURRENT SURVEY CONTROL
 AX0117  ___________________________________________________________________
 AX0117* NAD 83(1986)-  29 37 46.     (N)    096 04 09.     (W)     SCALED    
 AX0117* NAVD 88     -        39.40   (+/-2cm)     129.3    (feet)  VERTCON   
 AX0117  ___________________________________________________________________
 AX0117  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0117
 AX0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0117
 AX0117.The horizontal coordinates were scaled from a topographic map and have
 AX0117.an estimated accuracy of +/- 6 seconds.
 AX0117
 AX0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0117.The vertical order pertains to the NGVD 29 superseded value.
 AX0117
 AX0117.The geoid height was determined by GEOID03.
 AX0117
 AX0117;                    North         East    Units  Estimated Accuracy
 AX0117;SPC TXSC     - 4,202,610.      883,770.      MT  (+/- 180 meters Scaled)
 AX0117
 AX0117                          SUPERSEDED SURVEY CONTROL
 AX0117
 AX0117  NGVD 29 (??/??/92)   39.394  (m)          129.25   (f) ADJ UNCH    2 0
 AX0117
 AX0117.Superseded values are not recommended for survey control.
 AX0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0117.See file dsdata.txt to determine how the superseded data were derived.
 AX0117
 AX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT837813(NAD 83)
 AX0117_MARKER: DB = BENCH MARK DISK
 AX0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0117_SP_SET: FOUNDATION
 AX0117_STAMPING: X 813 1943
 AX0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0117
 AX0117  HISTORY     - Date     Condition        Report By
 AX0117  HISTORY     - 1943     MONUMENTED       CGS
 AX0117  HISTORY     - 1959     MARK NOT FOUND   USGS
 AX0117  HISTORY     - 19991024 GOOD             USPSQD
 AX0117
 AX0117                          STATION DESCRIPTION
 AX0117
 AX0117'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX0117'0.4 MI SW FROM WALLIS.
 AX0117'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 60 FROM THE GULF, COLORADO AND
 AX0117'SANTA FE RAILWAY STATION AT WALLIS, AUSTIN COUNTY, AT THE BEGINNING OF
 AX0117'A LONG CURVE IN THE HIGHWAY, BETWEEN THE HIGHWAY AND A DIRT ROAD
 AX0117'LEADING WEST, 51 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17
 AX0117'FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, IN THE CENTER OF THE
 AX0117'TOP OF AN OLD 3- BY 3-FOOT CONCRETE GASOLINE-ENGINE FOUNDATION, AND
 AX0117'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED X 813
 AX0117'1943.
 AX0117
 AX0117                          STATION RECOVERY (1999)
 AX0117
 AX0117'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0286 ***********************************************************************
 AX0286  DESIGNATION -  X 814
 AX0286  PID         -  AX0286
 AX0286  STATE/COUNTY-  TX/AUSTIN
 AX0286  USGS QUAD   -  EAST BERNARD (1980)
 AX0286
 AX0286                         *CURRENT SURVEY CONTROL
 AX0286  ___________________________________________________________________
 AX0286* NAD 83(1986)-  29 37 18.     (N)    096 02 19.     (W)     SCALED    
 AX0286* NAVD 88     -        39.73   (+/-2cm)     130.3    (feet)  VERTCON   
 AX0286  ___________________________________________________________________
 AX0286  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0286
 AX0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0286
 AX0286.The horizontal coordinates were scaled from a topographic map and have
 AX0286.an estimated accuracy of +/- 6 seconds.
 AX0286
 AX0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0286.The vertical order pertains to the NGVD 29 superseded value.
 AX0286
 AX0286.The geoid height was determined by GEOID03.
 AX0286
 AX0286;                    North         East    Units  Estimated Accuracy
 AX0286;SPC TXSC     - 4,201,830.      886,750.      MT  (+/- 180 meters Scaled)
 AX0286
 AX0286                          SUPERSEDED SURVEY CONTROL
 AX0286
 AX0286  NGVD 29 (??/??/92)   39.722  (m)          130.32   (f) ADJ UNCH    2 0
 AX0286
 AX0286.Superseded values are not recommended for survey control.
 AX0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0286.See file dsdata.txt to determine how the superseded data were derived.
 AX0286
 AX0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT867805(NAD 83)
 AX0286_MARKER: DB = BENCH MARK DISK
 AX0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0286_SP_SET: CULVERT
 AX0286_STAMPING: X 814 1943
 AX0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0286
 AX0286  HISTORY     - Date     Condition        Report By
 AX0286  HISTORY     - 1943     MONUMENTED       CGS
 AX0286  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0286  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AX0286
 AX0286                          STATION DESCRIPTION
 AX0286
 AX0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0286'1.8 MI E FROM WALLIS.
 AX0286'1.8 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AX0286'STATION AT WALLIS, AUSTIN COUNTY, 74 FEET SOUTHWEST OF THE SOUTHWEST
 AX0286'CORNER OF BRIDGE 80 A, 71.3 FEET SOUTHWEST OF CENTERLINE OF THE RACK,
 AX0286'AT A 4X12 FOOT THREEWAY CONCRETE BOX CULVERT UNDER STATE HIGHWAY 36,
 AX0286'IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL, 13.6 FEET NORTH OF
 AX0286'THE CENTERLINE OF THE HIGHWAY, 3/4 FOOT HIGHER THAN THE HIGHWAY.
 AX0286
 AX0286                          STATION RECOVERY (1999)
 AX0286
 AX0286'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0286'MARK NOT FOUND.
 AX0286
 AX0286                          STATION RECOVERY (2004)
 AX0286
 AX0286'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0142 ***********************************************************************
 AX0142  DESIGNATION -  X 815
 AX0142  PID         -  AX0142
 AX0142  STATE/COUNTY-  TX/COLORADO
 AX0142  USGS QUAD   -  EAGLE LAKE (1981)
 AX0142
 AX0142                         *CURRENT SURVEY CONTROL
 AX0142  ___________________________________________________________________
 AX0142* NAD 83(1986)-  29 36 42.     (N)    096 18 07.     (W)     SCALED    
 AX0142* NAVD 88     -        55.70   (+/-2cm)     182.7    (feet)  VERTCON   
 AX0142  ___________________________________________________________________
 AX0142  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0142
 AX0142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0142
 AX0142.The horizontal coordinates were scaled from a topographic map and have
 AX0142.an estimated accuracy of +/- 6 seconds.
 AX0142
 AX0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0142.The vertical order pertains to the NGVD 29 superseded value.
 AX0142
 AX0142.The geoid height was determined by GEOID03.
 AX0142
 AX0142;                    North         East    Units  Estimated Accuracy
 AX0142;SPC TXSC     - 4,200,100.      861,280.      MT  (+/- 180 meters Scaled)
 AX0142
 AX0142                          SUPERSEDED SURVEY CONTROL
 AX0142
 AX0142  NGVD 29 (??/??/92)   55.687  (m)          182.70   (f) ADJ UNCH    2 0
 AX0142
 AX0142.Superseded values are not recommended for survey control.
 AX0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0142.See file dsdata.txt to determine how the superseded data were derived.
 AX0142
 AX0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT612787(NAD 83)
 AX0142_MARKER: DB = BENCH MARK DISK
 AX0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0142_SP_SET: CULVERT
 AX0142_STAMPING: X 815 1943
 AX0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0142
 AX0142  HISTORY     - Date     Condition        Report By
 AX0142  HISTORY     - 1943     MONUMENTED       CGS
 AX0142  HISTORY     - 19910608 GOOD             USPSQD
 AX0142
 AX0142                          STATION DESCRIPTION
 AX0142
 AX0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0142'2.25 MI NE FROM EAGLE LAKE.
 AX0142'TO REACH FROM THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE,
 AX0142'PROCEED 2.25 MILES NORTHEASTERLY ALONG THE GULF, COLORADO AND SANTA FE
 AX0142'RAILROAD TRACK TO A LARGE IRRIGATION CANAL AND SITE OF BENCH MARK.
 AX0142'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHEAST END OF THE
 AX0142'NORTHWEST HEADWALL OF A LARGE CONCRETE IRRIGATION CANAL CULVERT UNDER
 AX0142'THE TRACK.  IT IS 0.05 MILE SOUTHWEST OF MILE POST NO. 15, 61.0 FEET
 AX0142'NORTHEAST OF THE CENTERLINE OF A GRAVEL GRADE CROSSING, 17.2 FEET
 AX0142'NORTHWEST OF AND ABOUT 1.5 FOOT ABOVE THE CENTERLINE OF THE TRACK. A
 AX0142'STANDARD DISK, SET IN A DRILL HOLE.
 AX0142
 AX0142                          STATION RECOVERY (1991)
 AX0142
 AX0142'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0182 ***********************************************************************
 AX0182  DESIGNATION -  X 816
 AX0182  PID         -  AX0182
 AX0182  STATE/COUNTY-  TX/COLORADO
 AX0182  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0182
 AX0182                         *CURRENT SURVEY CONTROL
 AX0182  ___________________________________________________________________
 AX0182* NAD 83(1986)-  29 41 29.     (N)    096 19 46.     (W)     SCALED    
 AX0182* NAVD 88     -        62.98   (+/-2cm)     206.6    (feet)  VERTCON   
 AX0182  ___________________________________________________________________
 AX0182  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0182
 AX0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0182
 AX0182.The horizontal coordinates were scaled from a topographic map and have
 AX0182.an estimated accuracy of +/- 6 seconds.
 AX0182
 AX0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0182.The vertical order pertains to the NGVD 29 superseded value.
 AX0182
 AX0182.The geoid height was determined by GEOID03.
 AX0182
 AX0182;                    North         East    Units  Estimated Accuracy
 AX0182;SPC TXSC     - 4,208,870.      858,410.      MT  (+/- 180 meters Scaled)
 AX0182
 AX0182                          SUPERSEDED SURVEY CONTROL
 AX0182
 AX0182  NGVD 29 (??/??/92)   62.965  (m)          206.58   (f) ADJ UNCH    2 0
 AX0182
 AX0182.Superseded values are not recommended for survey control.
 AX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0182.See file dsdata.txt to determine how the superseded data were derived.
 AX0182
 AX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT584875(NAD 83)
 AX0182_MARKER: DB = BENCH MARK DISK
 AX0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0182_STAMPING: X 816 1943
 AX0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0182+STABILITY: SURFACE MOTION
 AX0182
 AX0182  HISTORY     - Date     Condition        Report By
 AX0182  HISTORY     - 1943     MONUMENTED       CGS
 AX0182  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX0182
 AX0182                          STATION DESCRIPTION
 AX0182
 AX0182'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX0182'10.0 MI SE FROM BERNARDO.
 AX0182'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 1.0 MILE
 AX0182'SOUTHEASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL ROAD
 AX0182'LEADING NORTHEAST, THENCE 2.55 MILES NORTHEASTERLY ALONG A GRAVEL ROAD
 AX0182'TO THE INTERSECTION OF A GRAVEL ROAD LEADING EAST, THENCE 2.25 MILES
 AX0182'EASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL T ROAD,
 AX0182'THENCE 3.4 MILES SOUTHERLY ALONG A GRAVEL ROAD TO A TURN TO THE EAST
 AX0182'IN THE ROAD, THENCE 0.8 MILE EASTERLY TO SITE OF BENCH MARK. BENCH
 AX0182'MARK IS 0.05 MILE WEST OF A CATTLE PEN AND LOADING RACK. IT IS 28.8
 AX0182'FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 0.9
 AX0182'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE. MONUMENT IS 2.2 FEET EAST
 AX0182'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE
 AX0182'GROUND.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST. NOTE--
 AX0182'GRADER HAS PUSHED ABOUT 1.0 FOOT OF DIRT UP TO FENCE LINE AND BENCH
 AX0182'MARK MAY BE COVERED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4799 ***********************************************************************
 AW4799  DESIGNATION -  X 817
 AW4799  PID         -  AW4799
 AW4799  STATE/COUNTY-  TX/FORT BEND
 AW4799  USGS QUAD   -  RICHMOND (1980)
 AW4799
 AW4799                         *CURRENT SURVEY CONTROL
 AW4799  ___________________________________________________________________
 AW4799* NAD 83(1986)-  29 33 24.     (N)    095 49 14.     (W)     SCALED    
 AW4799* NAVD 88     -        31.43   (+/-2cm)     103.1    (feet)  VERTCON   
 AW4799  ___________________________________________________________________
 AW4799  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4799
 AW4799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4799
 AW4799.The horizontal coordinates were scaled from a topographic map and have
 AW4799.an estimated accuracy of +/- 6 seconds.
 AW4799
 AW4799.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4799.The vertical order pertains to the NGVD 29 superseded value.
 AW4799
 AW4799.The geoid height was determined by GEOID03.
 AW4799
 AW4799;                    North         East    Units  Estimated Accuracy
 AW4799;SPC TXSC     - 4,195,180.      908,050.      MT  (+/- 180 meters Scaled)
 AW4799
 AW4799                          SUPERSEDED SURVEY CONTROL
 AW4799
 AW4799  NGVD 29 (??/??/92)   31.432  (m)          103.12   (f) ADJ UNCH    2 0
 AW4799
 AW4799.Superseded values are not recommended for survey control.
 AW4799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4799.See file dsdata.txt to determine how the superseded data were derived.
 AW4799
 AW4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN267729(NAD 83)
 AW4799_MARKER: DB = BENCH MARK DISK
 AW4799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4799_SP_SET: WOODEN MARKER POST
 AW4799_STAMPING: X 817 1943
 AW4799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4799
 AW4799  HISTORY     - Date     Condition        Report By
 AW4799  HISTORY     - 1943     MONUMENTED       CGS
 AW4799  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4799  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4799  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW4799  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4799
 AW4799                          STATION DESCRIPTION
 AW4799
 AW4799'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4799'1.0 MI SW FROM ROSENBERG.
 AW4799'BENCH MARK IS 0.5 MILE NORTHEAST OF MILEPOST NO. 1.  IT IS 59.5 FEET
 AW4799'EAST OF AND ACROSS THE TRACK FROM A SWITCH STAND, 59.8 FEET NORTHWEST
 AW4799'OF THE CENTERLINE OF U.S. HIGHWAY NO. 59, 40.5 FEET SOUTHEAST OF AND
 AW4799'2.5 FEET BELOW THE CENTERLINE OF THE RAILROAD TRACK, 5.8 FEET
 AW4799'NORTHEAST OF A TELEPHONE POLE AND 2.5 FEET SOUTHWEST OF A 4X4 INCH
 AW4799'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AW4799
 AW4799                          STATION RECOVERY (1971)
 AW4799
 AW4799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4799'MARK NOT FOUND.
 AW4799
 AW4799                          STATION RECOVERY (1987)
 AW4799
 AW4799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4799'NOT RECOVERED.
 AW4799
 AW4799                          STATION RECOVERY (1995)
 AW4799
 AW4799'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4799'MARK NOT FOUND.
 AW4799
 AW4799                          STATION RECOVERY (1999)
 AW4799
 AW4799'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1103 ***********************************************************************
 AX1103  DESIGNATION -  X 818
 AX1103  PID         -  AX1103
 AX1103  STATE/COUNTY-  TX/COLORADO
 AX1103  USGS QUAD   -  BORDEN (1981)
 AX1103
 AX1103                         *CURRENT SURVEY CONTROL
 AX1103  ___________________________________________________________________
 AX1103* NAD 83(1986)-  29 41 59.     (N)    096 44 58.     (W)     SCALED    
 AX1103* NAVD 88     -       117.41   (+/-2cm)     385.2    (feet)  VERTCON   
 AX1103  ___________________________________________________________________
 AX1103  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1103
 AX1103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1103
 AX1103.The horizontal coordinates were scaled from a topographic map and have
 AX1103.an estimated accuracy of +/- 6 seconds.
 AX1103
 AX1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1103.The vertical order pertains to the NGVD 29 superseded value.
 AX1103
 AX1103.The geoid height was determined by GEOID03.
 AX1103
 AX1103;                    North         East    Units  Estimated Accuracy
 AX1103;SPC TXSC     - 4,208,940.      817,760.      MT  (+/- 180 meters Scaled)
 AX1103
 AX1103                          SUPERSEDED SURVEY CONTROL
 AX1103
 AX1103  NGVD 29 (??/??/92)  117.381  (m)          385.11   (f) ADJ UNCH    2 0
 AX1103
 AX1103.Superseded values are not recommended for survey control.
 AX1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1103.See file dsdata.txt to determine how the superseded data were derived.
 AX1103
 AX1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT177876(NAD 83)
 AX1103_MARKER: DB = BENCH MARK DISK
 AX1103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1103_SP_SET: CULVERT
 AX1103_STAMPING: X 818 1943
 AX1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1103+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1103
 AX1103  HISTORY     - Date     Condition        Report By
 AX1103  HISTORY     - 1943     MONUMENTED       CGS
 AX1103  HISTORY     - 1987     GOOD             USPSQD
 AX1103  HISTORY     - 1987     GOOD             USPSQD
 AX1103  HISTORY     - 19970608 GOOD             USPSQD
 AX1103  HISTORY     - 20020727 GOOD             USPSQD
 AX1103  HISTORY     - 20040318 GOOD             USPSQD
 AX1103  HISTORY     - 20050318 GOOD             USPSQD
 AX1103
 AX1103                          STATION DESCRIPTION
 AX1103
 AX1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1103'1.95 MI E FROM WEIMAR.
 AX1103'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 1.95 MILES EASTERLY
 AX1103'ALONG U.S. HIGHWAY NO. 90 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1103'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF
 AX1103'THE SOUTH HEADWALL OF A 3X10 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1103'HIGHWAY.  IT IS 21.4 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AX1103'CENTERLINE OF THE HIGHWAY.
 AX1103
 AX1103                          STATION RECOVERY (1987)
 AX1103
 AX1103'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1103'RECOVERED IN GOOD CONDITION.
 AX1103
 AX1103                          STATION RECOVERY (1987)
 AX1103
 AX1103'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1103'RECOVERED IN GOOD CONDITION.
 AX1103
 AX1103                          STATION RECOVERY (1997)
 AX1103
 AX1103'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1103'RECOVERED IN GOOD CONDITION.
 AX1103
 AX1103                          STATION RECOVERY (2002)
 AX1103
 AX1103'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1103'RECOVERED IN GOOD CONDITION.
 AX1103
 AX1103                          STATION RECOVERY (2004)
 AX1103
 AX1103'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1103'RECOVERED IN GOOD CONDITION.
 AX1103
 AX1103                          STATION RECOVERY (2005)
 AX1103
 AX1103'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1488 ***********************************************************************
 AX1488  DESIGNATION -  X 819
 AX1488  PID         -  AX1488
 AX1488  STATE/COUNTY-  TX/FAYETTE
 AX1488  USGS QUAD   -  FLATONIA (1981)
 AX1488
 AX1488                         *CURRENT SURVEY CONTROL
 AX1488  ___________________________________________________________________
 AX1488* NAD 83(1986)-  29 41 05.     (N)    097 05 16.     (W)     SCALED    
 AX1488* NAVD 88     -       123.77   (+/-2cm)     406.1    (feet)  VERTCON   
 AX1488  ___________________________________________________________________
 AX1488  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AX1488
 AX1488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1488
 AX1488.The horizontal coordinates were scaled from a topographic map and have
 AX1488.an estimated accuracy of +/- 6 seconds.
 AX1488
 AX1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1488.The vertical order pertains to the NGVD 29 superseded value.
 AX1488
 AX1488.The geoid height was determined by GEOID03.
 AX1488
 AX1488;                    North         East    Units  Estimated Accuracy
 AX1488;SPC TXSC     - 4,206,700.      785,050.      MT  (+/- 180 meters Scaled)
 AX1488
 AX1488                          SUPERSEDED SURVEY CONTROL
 AX1488
 AX1488  NGVD 29 (??/??/92)  123.730  (m)          405.94   (f) ADJ UNCH    2 0
 AX1488
 AX1488.Superseded values are not recommended for survey control.
 AX1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1488.See file dsdata.txt to determine how the superseded data were derived.
 AX1488
 AX1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT850853(NAD 83)
 AX1488_MARKER: DB = BENCH MARK DISK
 AX1488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1488_SP_SET: CULVERT
 AX1488_STAMPING: X 819 1943
 AX1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1488+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1488
 AX1488  HISTORY     - Date     Condition        Report By
 AX1488  HISTORY     - 1943     MONUMENTED       CGS
 AX1488  HISTORY     - 1987     GOOD             USPSQD
 AX1488  HISTORY     - 1988     GOOD             USPSQD
 AX1488  HISTORY     - 19970607 GOOD             USPSQD
 AX1488  HISTORY     - 20040318 GOOD             USPSQD
 AX1488  HISTORY     - 20050318 GOOD             USPSQD
 AX1488
 AX1488                          STATION DESCRIPTION
 AX1488
 AX1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1488'1.05 MI E FROM FLATONIA.
 AX1488'TO REACH FROM THE METHODIST CHURCH AT FLATONIA, PROCEED 1.05 MILE
 AX1488'EASTERLY ALONG U.S. HIGHWAY NO.90 TO A CONCRETE CULVERT AND SITE OF
 AX1488'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST END
 AX1488'OF THE NORTH HEADWALL OF A 6X24 FOOT FOUR WAY CONCRETE BOX CULVERT
 AX1488'UNDER THE HIGHWAY.  IT IS 21.9 FEET NORTH OF AND ABOUT THE SAME
 AX1488'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1488
 AX1488                          STATION RECOVERY (1987)
 AX1488
 AX1488'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1488'RECOVERED IN GOOD CONDITION.
 AX1488
 AX1488                          STATION RECOVERY (1988)
 AX1488
 AX1488'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1488'RECOVERED IN GOOD CONDITION.
 AX1488
 AX1488                          STATION RECOVERY (1997)
 AX1488
 AX1488'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1488'RECOVERED IN GOOD CONDITION.
 AX1488
 AX1488                          STATION RECOVERY (2004)
 AX1488
 AX1488'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1488'RECOVERED IN GOOD CONDITION.
 AX1488
 AX1488                          STATION RECOVERY (2005)
 AX1488
 AX1488'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0979 ***********************************************************************
 AY0979  DESIGNATION -  X 82
 AY0979  PID         -  AY0979
 AY0979  STATE/COUNTY-  TX/BEXAR
 AY0979  USGS QUAD   -  CASTLE HILLS (1992)
 AY0979
 AY0979                         *CURRENT SURVEY CONTROL
 AY0979  ___________________________________________________________________
 AY0979* NAD 83(1986)-  29 33 13.     (N)    098 33 42.     (W)     SCALED    
 AY0979* NAVD 88     -       268.746  (meters)     881.71   (feet)  POSTED    
 AY0979  ___________________________________________________________________
 AY0979  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AY0979  DYNAMIC HT  -         268.350 (meters)     880.41  (feet)  COMP
 AY0979  MODELED GRAV-     979,173.4   (mgal)                       NAVD 88
 AY0979
 AY0979  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AY0979
 AY0979.The horizontal coordinates were scaled from a topographic map and have
 AY0979.an estimated accuracy of +/- 6 seconds.
 AY0979
 AY0979.The orthometric height was determined by differential leveling
 AY0979.and adjusted by the National Geodetic Survey in 1992..
 AY0979.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AY0979.rate of 4.1 thru 8.0 mm/km.
 AY0979
 AY0979.The geoid height was determined by GEOID03.
 AY0979
 AY0979.The dynamic height is computed by dividing the NAVD 88
 AY0979.geopotential number by the normal gravity value computed on the
 AY0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0979.degrees latitude (g = 980.6199 gals.).
 AY0979
 AY0979.The modeled gravity was interpolated from observed gravity values.
 AY0979
 AY0979;                    North         East    Units  Estimated Accuracy
 AY0979;SPC TXSC     - 4,190,730.      642,480.      MT  (+/- 180 meters Scaled)
 AY0979
 AY0979                          SUPERSEDED SURVEY CONTROL
 AY0979
 AY0979  NGVD 29 (??/??/92)  268.627  (m)          881.32   (f) ADJ UNCH    1 2
 AY0979
 AY0979.Superseded values are not recommended for survey control.
 AY0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0979.See file dsdata.txt to determine how the superseded data were derived.
 AY0979
 AY0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT424694(NAD 83)
 AY0979_MARKER: DB = BENCH MARK DISK
 AY0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0979_STAMPING: X 82 1931
 AY0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0979+STABILITY: SURFACE MOTION
 AY0979
 AY0979  HISTORY     - Date     Condition        Report By
 AY0979  HISTORY     - 1931     MONUMENTED       CGS
 AY0979  HISTORY     - 1952     GOOD             NGS
 AY0979  HISTORY     - 1989     GOOD             USPSQD
 AY0979  HISTORY     - 1990     GOOD             USPSQD
 AY0979  HISTORY     - 19991117 GOOD             USPSQD
 AY0979
 AY0979                          STATION DESCRIPTION
 AY0979
 AY0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AY0979'10.3 MI NW FROM SAN ANTONIO.
 AY0979'10.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0979'CROSSING OF WEST COMMERCE STREET AT SAN ANTONIO, AT A ROAD CROSSING,
 AY0979'0.3 MILE SOUTHEAST OF THE CROSSING OF HUEBNER ROAD, 60 FEET SOUTHEAST
 AY0979'OF THE CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 44 FEET
 AY0979'SOUTHWEST OF THE SOUTHWEST RAIL, 32 FEET SOUTHEAST OF A FENCE CORNER,
 AY0979'1 FOOT NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET
 AY0979'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AY0979'GROUND.
 AY0979
 AY0979                          STATION RECOVERY (1989)
 AY0979
 AY0979'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0979'RECOVERED IN GOOD CONDITION.
 AY0979
 AY0979                          STATION RECOVERY (1990)
 AY0979
 AY0979'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0979'RECOVERED IN GOOD CONDITION.
 AY0979
 AY0979                          STATION RECOVERY (1999)
 AY0979
 AY0979'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1370 ***********************************************************************
 AX1370  DESIGNATION -  X 821
 AX1370  PID         -  AX1370
 AX1370  STATE/COUNTY-  TX/GONZALES
 AX1370  USGS QUAD   -  GONZALES NORTH (1981)
 AX1370
 AX1370                         *CURRENT SURVEY CONTROL
 AX1370  ___________________________________________________________________
 AX1370* NAD 83(1986)-  29 31 04.     (N)    097 26 18.     (W)     SCALED    
 AX1370* NAVD 88     -       104.68   (+/-2cm)     343.4    (feet)  VERTCON   
 AX1370  ___________________________________________________________________
 AX1370  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AX1370
 AX1370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1370
 AX1370.The horizontal coordinates were scaled from a topographic map and have
 AX1370.an estimated accuracy of +/- 6 seconds.
 AX1370
 AX1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1370.The vertical order pertains to the NGVD 29 superseded value.
 AX1370
 AX1370.The geoid height was determined by GEOID03.
 AX1370
 AX1370;                    North         East    Units  Estimated Accuracy
 AX1370;SPC TXSC     - 4,187,690.      751,380.      MT  (+/- 180 meters Scaled)
 AX1370
 AX1370                          SUPERSEDED SURVEY CONTROL
 AX1370
 AX1370  NGVD 29 (??/??/92)  104.64   (m)          343.3    (f) COMPUTED    2 0
 AX1370
 AX1370.Superseded values are not recommended for survey control.
 AX1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1370.See file dsdata.txt to determine how the superseded data were derived.
 AX1370
 AX1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT513663(NAD 83)
 AX1370_MARKER: DB = BENCH MARK DISK
 AX1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1370_STAMPING: X 821 1943
 AX1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1370+STABILITY: SURFACE MOTION
 AX1370
 AX1370  HISTORY     - Date     Condition        Report By
 AX1370  HISTORY     - 1943     MONUMENTED       CGS
 AX1370  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX1370  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1370  HISTORY     - 20031001 MARK NOT FOUND   USPSQD
 AX1370
 AX1370                          STATION DESCRIPTION
 AX1370
 AX1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1370'1.9 MI NE FROM GONZALES.
 AX1370'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 AX1370'GONZALES, GONZALES COUNTY, AT THE NORTHEAST END OF A CURVE IN THE
 AX1370'HIGHWAY, 175 FEET NORTHEAST OF THE CENTER OF A T-ROAD JUNCTION, 36
 AX1370'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE
 AX1370'RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 AX1370'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK STAMPED X 821 1943 AND
 AX1370'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1370
 AX1370                          STATION RECOVERY (1962)
 AX1370
 AX1370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX1370'MARK NOT FOUND.
 AX1370
 AX1370                          STATION RECOVERY (1988)
 AX1370
 AX1370'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1370'MARK NOT FOUND.
 AX1370
 AX1370                          STATION RECOVERY (2003)
 AX1370
 AX1370'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1403 ***********************************************************************
 AX1403  DESIGNATION -  X 822
 AX1403  PID         -  AX1403
 AX1403  STATE/COUNTY-  TX/FAYETTE
 AX1403  USGS QUAD   -  CISTERN (1981)
 AX1403
 AX1403                         *CURRENT SURVEY CONTROL
 AX1403  ___________________________________________________________________
 AX1403* NAD 83(1986)-  29 45 16.     (N)    097 13 49.     (W)     SCALED    
 AX1403* NAVD 88     -       105.42   (+/-2cm)     345.9    (feet)  VERTCON   
 AX1403  ___________________________________________________________________
 AX1403  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX1403
 AX1403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1403
 AX1403.The horizontal coordinates were scaled from a topographic map and have
 AX1403.an estimated accuracy of +/- 6 seconds.
 AX1403
 AX1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1403.The vertical order pertains to the NGVD 29 superseded value.
 AX1403
 AX1403.The geoid height was determined by GEOID03.
 AX1403
 AX1403;                    North         East    Units  Estimated Accuracy
 AX1403;SPC TXSC     - 4,214,210.      771,150.      MT  (+/- 180 meters Scaled)
 AX1403
 AX1403                          SUPERSEDED SURVEY CONTROL
 AX1403
 AX1403  NGVD 29 (??/??/92)  105.37   (m)          345.7    (f) COMPUTED    2 0
 AX1403
 AX1403.Superseded values are not recommended for survey control.
 AX1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1403.See file dsdata.txt to determine how the superseded data were derived.
 AX1403
 AX1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT711928(NAD 83)
 AX1403_MARKER: DB = BENCH MARK DISK
 AX1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1403_STAMPING: X 822 1943
 AX1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1403+STABILITY: SURFACE MOTION
 AX1403
 AX1403  HISTORY     - Date     Condition        Report By
 AX1403  HISTORY     - 1943     MONUMENTED       CGS
 AX1403  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1403  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1403  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1403
 AX1403                          STATION DESCRIPTION
 AX1403
 AX1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1403'7.1 MI NE FROM WAELDER.
 AX1403'IN FAYETTE COUNTY, 4.6 MILES NORTH ALONG A GRADED ROAD LEADING TO
 AX1403'CISTERN FROM THE CITY WATER TANK AT WAELDER, GONZALES COUNTY, THENCE
 AX1403'2.5 MILES EAST.  4.9 MILES SOUTH OF THE ROAD INTERSECTION AT CISTERN,
 AX1403'FAYETTE COUNTY, 0.3 MILE EAST OF ELM GROVE SCHOOL, AT A T-ROAD
 AX1403'JUNCTION, 24 FEET WEST OF THE EXTENDED CENTERLINE OF THE
 AX1403'NORTH-AND-SOUTH ROAD, 22 FEET SOUTH OF THE CENTERLINE OF THE
 AX1403'EAST-AND-WEST ROAD, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, IN LINE
 AX1403'WITH THE RIGHT-OF-WAY FENCE PARALLELING THE WEST SIDE OF THE
 AX1403'NORTH-AND-SOUTH ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AX1403'LEVEL WITH THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 AX1403'STAMPED X 822 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1403'0.6 FOOT ABOVE GROUND.
 AX1403
 AX1403                          STATION RECOVERY (1965)
 AX1403
 AX1403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1403'MARK NOT FOUND.
 AX1403
 AX1403                          STATION RECOVERY (1991)
 AX1403
 AX1403'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1403'MARK NOT FOUND.
 AX1403
 AX1403                          STATION RECOVERY (1997)
 AX1403
 AX1403'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1404 ***********************************************************************
 AX1404  DESIGNATION -  X 822 RESET 1963
 AX1404  PID         -  AX1404
 AX1404  STATE/COUNTY-  TX/FAYETTE
 AX1404  USGS QUAD   -  CISTERN (1981)
 AX1404
 AX1404                         *CURRENT SURVEY CONTROL
 AX1404  ___________________________________________________________________
 AX1404* NAD 83(1986)-  29 45 16.     (N)    097 13 49.     (W)     SCALED    
 AX1404* NAVD 88     -       105.07   (+/-2cm)     344.7    (feet)  VERTCON   
 AX1404  ___________________________________________________________________
 AX1404  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX1404
 AX1404  VERT ORDER  -  THIRD (See Below)
 AX1404
 AX1404.The horizontal coordinates were scaled from a topographic map and have
 AX1404.an estimated accuracy of +/- 6 seconds.
 AX1404
 AX1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1404.The vertical order pertains to the NGVD 29 superseded value.
 AX1404
 AX1404.The geoid height was determined by GEOID03.
 AX1404
 AX1404;                    North         East    Units  Estimated Accuracy
 AX1404;SPC TXSC     - 4,214,210.      771,150.      MT  (+/- 180 meters Scaled)
 AX1404
 AX1404                          SUPERSEDED SURVEY CONTROL
 AX1404
 AX1404  NGVD 29 (??/??/??)  105.03   (m)          344.6    (f) RESET       3  
 AX1404
 AX1404.Superseded values are not recommended for survey control.
 AX1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1404.See file dsdata.txt to determine how the superseded data were derived.
 AX1404
 AX1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT711928(NAD 83)
 AX1404_MARKER: DB = BENCH MARK DISK
 AX1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1404_STAMPING: X 822 RESET 1963
 AX1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1404+STABILITY: SURFACE MOTION
 AX1404
 AX1404  HISTORY     - Date     Condition        Report By
 AX1404  HISTORY     - 1963     MONUMENTED       CGS
 AX1404  HISTORY     - 19910608 GOOD             USPSQD
 AX1404  HISTORY     - 19970607 GOOD             USPSQD
 AX1404
 AX1404                          STATION DESCRIPTION
 AX1404
 AX1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AX1404'7.0 MI NE FROM WAELDER.
 AX1404'ABOUT 6.6 MILES NORTH ALONG FARM ROAD 1115 FROM THE JUNCTION OF U. S.
 AX1404'HIGHWAY 90 AND FARM ROAD 1115 IN WAELDER, GONZALES COUNTY, TO THE ELM
 AX1404'GROVE BAPTIST CHURCH, THENCE 0.2 MILE, EAST, ALONG FARM ROAD 1115 TO A
 AX1404'ROAD FORK, THENCE RIGHT FORK, EAST, ALONG FARM-TO-MARKET ROAD FOR 0.2
 AX1404'MILE TO BENCH MARK, 99 FEET SOUTH OF THE CENTER LINE OF ROAD, 342 FEET
 AX1404'EAST OF A SIDE (MEASURED ALONG THE RIGHT-OF-WAY FENCE) WHICH LEADS
 AX1404'NORTH, 49 FEET SOUTH OF A T-FENCE CORNER, AND 1 FOOT SOUTH OF A METAL
 AX1404'WITNESS POST, AT THE EAST SIDE OF A LOT FENCE.  A STANDARD DISK
 AX1404'STAMPED X 822 RESET 1963 AND SET IN A 12 X 12 IN. CONCRETE POST WHICH
 AX1404'PROJECTS ABOUT 8 INCHES.  IT IS AT TEXAS HIGHWAY STATION 442 + 16.
 AX1404
 AX1404                          STATION RECOVERY (1991)
 AX1404
 AX1404'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1404'RECOVERED IN GOOD CONDITION.
 AX1404
 AX1404                          STATION RECOVERY (1997)
 AX1404
 AX1404'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1448 ***********************************************************************
 AX1448  DESIGNATION -  X 823
 AX1448  PID         -  AX1448
 AX1448  STATE/COUNTY-  TX/FAYETTE
 AX1448  USGS QUAD   -  TOGO (1981)
 AX1448
 AX1448                         *CURRENT SURVEY CONTROL
 AX1448  ___________________________________________________________________
 AX1448* NAD 83(1986)-  29 53 07.     (N)    097 08 24.     (W)     SCALED    
 AX1448* NAVD 88     -       124.38   (+/-2cm)     408.1    (feet)  VERTCON   
 AX1448  ___________________________________________________________________
 AX1448  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AX1448
 AX1448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1448
 AX1448.The horizontal coordinates were scaled from a topographic map and have
 AX1448.an estimated accuracy of +/- 6 seconds.
 AX1448
 AX1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1448.The vertical order pertains to the NGVD 29 superseded value.
 AX1448
 AX1448.The geoid height was determined by GEOID03.
 AX1448
 AX1448;                    North         East    Units  Estimated Accuracy
 AX1448;SPC TXSC     - 4,228,840.      779,650.      MT  (+/- 180 meters Scaled)
 AX1448
 AX1448                          SUPERSEDED SURVEY CONTROL
 AX1448
 AX1448  NGVD 29 (??/??/92)  124.327  (m)          407.90   (f) ADJ UNCH    2 0
 AX1448
 AX1448.Superseded values are not recommended for survey control.
 AX1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1448.See file dsdata.txt to determine how the superseded data were derived.
 AX1448
 AX1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU796075(NAD 83)
 AX1448_MARKER: DB = BENCH MARK DISK
 AX1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1448_STAMPING: X 823 1943
 AX1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1448+STABILITY: SURFACE MOTION
 AX1448
 AX1448  HISTORY     - Date     Condition        Report By
 AX1448  HISTORY     - 1943     MONUMENTED       CGS
 AX1448
 AX1448                          STATION DESCRIPTION
 AX1448
 AX1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1448'10 MI NE FROM CISTERN.
 AX1448'10.0 MILES NORTHEAST OF CISTERN, FAYETTE COUNTY.  THIS BENCH MARK MAY
 AX1448'BE REACHED FROM THE ROAD INTERSECTION BY GOING 6.0 MILES NORTH ALONG
 AX1448'STATE HIGHWAY 95, TURN RIGHT AND GO 3.8 MILES EAST ALONG A GRADED DIRT
 AX1448'ROAD, AND TURN RIGHT AND GO 0.2 MILE SOUTH.  IT IS 23 FEET EAST OF THE
 AX1448'CENTERLINE OF THE ROAD, 5 FEET EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AX1448'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 AX1448'STANDARD DISK, STAMPED X 823 1943 AND SET IN THE TOP OF A CONCRETE
 AX1448'POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1413 ***********************************************************************
 AX1413  DESIGNATION -  X 824
 AX1413  PID         -  AX1413
 AX1413  STATE/COUNTY-  TX/FAYETTE
 AX1413  USGS QUAD   -  TOGO (1981)
 AX1413
 AX1413                         *CURRENT SURVEY CONTROL
 AX1413  ___________________________________________________________________
 AX1413* NAD 83(1986)-  29 53 03.     (N)    097 12 03.     (W)     SCALED    
 AX1413* NAVD 88     -       121.47   (+/-2cm)     398.5    (feet)  VERTCON   
 AX1413  ___________________________________________________________________
 AX1413  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AX1413
 AX1413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1413
 AX1413.The horizontal coordinates were scaled from a topographic map and have
 AX1413.an estimated accuracy of +/- 6 seconds.
 AX1413
 AX1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1413.The vertical order pertains to the NGVD 29 superseded value.
 AX1413
 AX1413.The geoid height was determined by GEOID03.
 AX1413
 AX1413;                    North         East    Units  Estimated Accuracy
 AX1413;SPC TXSC     - 4,228,630.      773,770.      MT  (+/- 180 meters Scaled)
 AX1413
 AX1413                          SUPERSEDED SURVEY CONTROL
 AX1413
 AX1413  NGVD 29 (??/??/92)  121.414  (m)          398.34   (f) ADJ UNCH    2 0
 AX1413
 AX1413.Superseded values are not recommended for survey control.
 AX1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1413.See file dsdata.txt to determine how the superseded data were derived.
 AX1413
 AX1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU737073(NAD 83)
 AX1413_MARKER: DB = BENCH MARK DISK
 AX1413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1413_SP_SET: CULVERT
 AX1413_STAMPING: X 824 1943
 AX1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1413
 AX1413  HISTORY     - Date     Condition        Report By
 AX1413  HISTORY     - 1943     MONUMENTED       CGS
 AX1413  HISTORY     - 1960     GOOD             NGS
 AX1413  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1413
 AX1413                          STATION DESCRIPTION
 AX1413
 AX1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1413'5.0 MI N FROM CISTERN.
 AX1413'5.0 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION AT
 AX1413'CISTERN, FAYETTE COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE WEST
 AX1413'END OF THE SOUTH ABUTMENT, 14 FEET WEST OF THE CENTERLINE OF THE
 AX1413'HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 AX1413
 AX1413                          STATION RECOVERY (1991)
 AX1413
 AX1413'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1414 ***********************************************************************
 AX1414  DESIGNATION -  X 824 RESET 1960
 AX1414  PID         -  AX1414
 AX1414  STATE/COUNTY-  TX/FAYETTE
 AX1414  USGS QUAD   -  TOGO (1981)
 AX1414
 AX1414                         *CURRENT SURVEY CONTROL
 AX1414  ___________________________________________________________________
 AX1414* NAD 83(1986)-  29 53 05.     (N)    097 12 01.     (W)     SCALED    
 AX1414* NAVD 88     -       120.04   (+/-2cm)     393.8    (feet)  VERTCON   
 AX1414  ___________________________________________________________________
 AX1414  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AX1414
 AX1414  VERT ORDER  -  THIRD (See Below)
 AX1414
 AX1414.The horizontal coordinates were scaled from a topographic map and have
 AX1414.an estimated accuracy of +/- 6 seconds.
 AX1414
 AX1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1414.The vertical order pertains to the NGVD 29 superseded value.
 AX1414
 AX1414.The geoid height was determined by GEOID03.
 AX1414
 AX1414;                    North         East    Units  Estimated Accuracy
 AX1414;SPC TXSC     - 4,228,690.      773,830.      MT  (+/- 180 meters Scaled)
 AX1414
 AX1414                          SUPERSEDED SURVEY CONTROL
 AX1414
 AX1414  NGVD 29 (??/??/??)  119.99   (m)          393.7    (f) RESET       3  
 AX1414
 AX1414.Superseded values are not recommended for survey control.
 AX1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1414.See file dsdata.txt to determine how the superseded data were derived.
 AX1414
 AX1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU737073(NAD 83)
 AX1414_MARKER: DB = BENCH MARK DISK
 AX1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1414_STAMPING: X 824 RESET 1960
 AX1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1414+STABILITY: SURFACE MOTION
 AX1414
 AX1414  HISTORY     - Date     Condition        Report By
 AX1414  HISTORY     - 1960     MONUMENTED       CGS
 AX1414  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1414
 AX1414                          STATION DESCRIPTION
 AX1414
 AX1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AX1414'5.0 MI N FROM CISTERN.
 AX1414'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY NO.95 FROM THE MAIN ROAD
 AX1414'INTERSECTION IN CISTERN, ABOUT 80 YARDS NORTHWEST OF A CONCRETE
 AX1414'BRIDGE, 1 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE AND ABOUT 4 FEET
 AX1414'LOWER THAN THE HIGHWAY, IN AN OPEN AREA IN A PASTURE.  A STANDARD DISK
 AX1414'STAMPED X 824 RESET 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT 2
 AX1414'INCHES.
 AX1414
 AX1414                          STATION RECOVERY (1991)
 AX1414
 AX1414'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1359 ***********************************************************************
 AX1359  DESIGNATION -  X 825
 AX1359  PID         -  AX1359
 AX1359  STATE/COUNTY-  TX/GONZALES
 AX1359  USGS QUAD   -  FLATONIA NW (1981)
 AX1359
 AX1359                         *CURRENT SURVEY CONTROL
 AX1359  ___________________________________________________________________
 AX1359* NAD 83(1986)-  29 40 57.     (N)    097 12 23.     (W)     SCALED    
 AX1359* NAVD 88     -        96.42   (+/-2cm)     316.3    (feet)  VERTCON   
 AX1359  ___________________________________________________________________
 AX1359  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AX1359
 AX1359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1359
 AX1359.The horizontal coordinates were scaled from a topographic map and have
 AX1359.an estimated accuracy of +/- 6 seconds.
 AX1359
 AX1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1359.The vertical order pertains to the NGVD 29 superseded value.
 AX1359
 AX1359.The geoid height was determined by GEOID03.
 AX1359
 AX1359;                    North         East    Units  Estimated Accuracy
 AX1359;SPC TXSC     - 4,206,270.      773,580.      MT  (+/- 180 meters Scaled)
 AX1359
 AX1359                          SUPERSEDED SURVEY CONTROL
 AX1359
 AX1359  NGVD 29 (??/??/92)   96.379  (m)          316.20   (f) ADJ UNCH    2 0
 AX1359
 AX1359.Superseded values are not recommended for survey control.
 AX1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1359.See file dsdata.txt to determine how the superseded data were derived.
 AX1359
 AX1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT735849(NAD 83)
 AX1359_MARKER: DB = BENCH MARK DISK
 AX1359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1359_SP_SET: BRIDGE ABUTMENT
 AX1359_STAMPING: X 825 1943
 AX1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1359+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1359
 AX1359  HISTORY     - Date     Condition        Report By
 AX1359  HISTORY     - 1943     MONUMENTED       CGS
 AX1359  HISTORY     - 1987     GOOD             USPSQD
 AX1359  HISTORY     - 1988     GOOD             USPSQD
 AX1359  HISTORY     - 20050318 GOOD             USPSQD
 AX1359
 AX1359                          STATION DESCRIPTION
 AX1359
 AX1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1359'5.4 MI W FROM FLATONIA.
 AX1359'IN GONZALES COUNTY, 5.4 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE
 AX1359'SOUTHERN PACIFIC CO. RAILROAD STATION AT FLATONIA, FAYETTE COUNTY, AT
 AX1359'THE WESTERN MOST ONE OF THREE CONCRETE BRIDGES, IN THE TOP OF THE
 AX1359'NORTH END OF THE WEST ABUTMENT, 18 FEET NORTH OF THE CENTERLINE OF THE
 AX1359'HIGHWAY, 1 FOOT NORTH OF THE NORTH GUARDRAIL, AND ABOUT 1 FOOT HIGHER
 AX1359'THAN THE HIGHWAY.  A STANDARD DISK STAMPED X 825 1943.
 AX1359
 AX1359                          STATION RECOVERY (1987)
 AX1359
 AX1359'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1359'RECOVERED IN GOOD CONDITION.
 AX1359
 AX1359                          STATION RECOVERY (1988)
 AX1359
 AX1359'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1359'RECOVERED IN GOOD CONDITION.
 AX1359
 AX1359                          STATION RECOVERY (2005)
 AX1359
 AX1359'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1816 ***********************************************************************
 AX1816  DESIGNATION -  X 826
 AX1816  PID         -  AX1816
 AX1816  STATE/COUNTY-  TX/GONZALES
 AX1816  USGS QUAD   -  SHINER (1987)
 AX1816
 AX1816                         *CURRENT SURVEY CONTROL
 AX1816  ___________________________________________________________________
 AX1816* NAD 83(1986)-  29 27 33.     (N)    097 14 54.     (W)     SCALED    
 AX1816* NAVD 88     -       151.19   (+/-2cm)     496.0    (feet)  VERTCON   
 AX1816  ___________________________________________________________________
 AX1816  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX1816
 AX1816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1816
 AX1816.The horizontal coordinates were scaled from a topographic map and have
 AX1816.an estimated accuracy of +/- 6 seconds.
 AX1816
 AX1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1816.The vertical order pertains to the NGVD 29 superseded value.
 AX1816
 AX1816.The geoid height was determined by GEOID03.
 AX1816
 AX1816;                    North         East    Units  Estimated Accuracy
 AX1816;SPC TXSC     - 4,181,460.      769,890.      MT  (+/- 180 meters Scaled)
 AX1816
 AX1816                          SUPERSEDED SURVEY CONTROL
 AX1816
 AX1816  NGVD 29 (??/??/92)  151.160  (m)          495.93   (f) ADJ UNCH    2 0
 AX1816
 AX1816.Superseded values are not recommended for survey control.
 AX1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1816.See file dsdata.txt to determine how the superseded data were derived.
 AX1816
 AX1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT698601(NAD 83)
 AX1816_MARKER: DB = BENCH MARK DISK
 AX1816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1816_SP_SET: CULVERT
 AX1816_STAMPING: X 826 1943
 AX1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1816
 AX1816  HISTORY     - Date     Condition        Report By
 AX1816  HISTORY     - 1943     MONUMENTED       CGS
 AX1816
 AX1816                          STATION DESCRIPTION
 AX1816
 AX1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1816'5.0 MI W FROM SHINER.
 AX1816'TO REACH FROM THE CITY HALL AT SHINER, PROCEED WESTERLY ON STATE
 AX1816'HIGHWAY NUMBER 200 AND GO 5.0 MILES TO A CONCRETE CULVERT AND SITE OF
 AX1816'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END
 AX1816'OF THE CULVERT, IT IS 24 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE
 AX1816'CENTER-LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2836 ***********************************************************************
 AX2836  DESIGNATION -  X 826 RESET
 AX2836  PID         -  AX2836
 AX2836  STATE/COUNTY-  TX/GONZALES
 AX2836  USGS QUAD   -  SHINER (1987)
 AX2836
 AX2836                         *CURRENT SURVEY CONTROL
 AX2836  ___________________________________________________________________
 AX2836* NAD 83(1986)-  29 27 33.     (N)    097 14 54.     (W)     SCALED    
 AX2836* NAVD 88     -       151.41   (+/-2cm)     496.8    (feet)  VERTCON   
 AX2836  ___________________________________________________________________
 AX2836  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX2836
 AX2836  VERT ORDER  -  THIRD (See Below)
 AX2836
 AX2836.The horizontal coordinates were scaled from a topographic map and have
 AX2836.an estimated accuracy of +/- 6 seconds.
 AX2836
 AX2836.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2836.The vertical order pertains to the NGVD 29 superseded value.
 AX2836
 AX2836.The geoid height was determined by GEOID03.
 AX2836
 AX2836;                    North         East    Units  Estimated Accuracy
 AX2836;SPC TXSC     - 4,181,460.      769,890.      MT  (+/- 180 meters Scaled)
 AX2836
 AX2836                          SUPERSEDED SURVEY CONTROL
 AX2836
 AX2836  NGVD 29 (01/29/03)  151.38   (m)          496.7    (f) RESET       3  
 AX2836
 AX2836.Superseded values are not recommended for survey control.
 AX2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2836.See file dsdata.txt to determine how the superseded data were derived.
 AX2836
 AX2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT698601(NAD 83)
 AX2836_MARKER: DV = VERTICAL CONTROL DISK
 AX2836_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2836_SP_SET: CULVERT
 AX2836_STAMPING: X 826 RESET 1986
 AX2836_MARK LOGO: NGS   
 AX2836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2836+STABILITY: SURFACE MOTION
 AX2836
 AX2836  HISTORY     - Date     Condition        Report By
 AX2836  HISTORY     - 1986     MONUMENTED       TXHD
 AX2836
 AX2836                          STATION DESCRIPTION
 AX2836
 AX2836'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 AX2836'5.0 MILES (8.0 KM) WEST ALONG US HIGHWAY 90A FROM THE CITY HALL IN
 AX2836'SHINER, IN THE NORTHWEST CORNER OF DECK, 33.5 FEET (10.2 M) NORTH OF
 AX2836'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1525 ***********************************************************************
 AX1525  DESIGNATION -  X 827
 AX1525  PID         -  AX1525
 AX1525  STATE/COUNTY-  TX/GONZALES
 AX1525  USGS QUAD   -  DILWORTH (1981)
 AX1525
 AX1525                         *CURRENT SURVEY CONTROL
 AX1525  ___________________________________________________________________
 AX1525* NAD 83(1986)-  29 35 39.     (N)    097 18 28.     (W)     SCALED    
 AX1525* NAVD 88     -        92.83   (+/-2cm)     304.6    (feet)  VERTCON   
 AX1525  ___________________________________________________________________
 AX1525  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AX1525
 AX1525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1525
 AX1525.The horizontal coordinates were scaled from a topographic map and have
 AX1525.an estimated accuracy of +/- 6 seconds.
 AX1525
 AX1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1525.The vertical order pertains to the NGVD 29 superseded value.
 AX1525
 AX1525.The geoid height was determined by GEOID03.
 AX1525
 AX1525;                    North         East    Units  Estimated Accuracy
 AX1525;SPC TXSC     - 4,196,330.      763,910.      MT  (+/- 180 meters Scaled)
 AX1525
 AX1525                          SUPERSEDED SURVEY CONTROL
 AX1525
 AX1525  NGVD 29 (??/??/92)   92.795  (m)          304.44   (f) ADJ UNCH    2 0
 AX1525
 AX1525.Superseded values are not recommended for survey control.
 AX1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1525.See file dsdata.txt to determine how the superseded data were derived.
 AX1525
 AX1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT638750(NAD 83)
 AX1525_MARKER: DB = BENCH MARK DISK
 AX1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1525_STAMPING: X 827 1943
 AX1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1525+STABILITY: SURFACE MOTION
 AX1525
 AX1525  HISTORY     - Date     Condition        Report By
 AX1525  HISTORY     - 1943     MONUMENTED       CGS
 AX1525
 AX1525                          STATION DESCRIPTION
 AX1525
 AX1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1525'8.7 MI S FROM WAELDER.
 AX1525'6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE SOUTHERN PACIFIC
 AX1525'CO. RAILROAD STATION AT WAELDER, GONZALES COUNTY, THENCE 1.9 MILES
 AX1525'SOUTHEAST ALONG A GRADED DIRT ROAD.  AT A SHARP CURVE IN THE ROAD, 80
 AX1525'FEET WEST OF A FENCE CORNER, 18 FEET NORTHEAST OF THE CENTERLINE OF
 AX1525'THE ROAD, 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A
 AX1525'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AX1525'STAMPED X 827 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1525'0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0247 ***********************************************************************
 AY0247  DESIGNATION -  X 828
 AY0247  PID         -  AY0247
 AY0247  STATE/COUNTY-  TX/WILSON
 AY0247  USGS QUAD   -  POTH (1961)
 AY0247
 AY0247                         *CURRENT SURVEY CONTROL
 AY0247  ___________________________________________________________________
 AY0247* NAD 83(1986)-  29 02 47.     (N)    098 03 59.     (W)     SCALED    
 AY0247* NAVD 88     -       109.342  (meters)     358.73   (feet)  ADJUSTED  
 AY0247  ___________________________________________________________________
 AY0247  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AY0247  DYNAMIC HT  -         109.186 (meters)     358.22  (feet)  COMP
 AY0247  MODELED GRAV-     979,213.8   (mgal)                       NAVD 88
 AY0247
 AY0247  VERT ORDER  -  FIRST     CLASS II
 AY0247
 AY0247.The horizontal coordinates were scaled from a topographic map and have
 AY0247.an estimated accuracy of +/- 6 seconds.
 AY0247
 AY0247.The orthometric height was determined by differential leveling
 AY0247.and adjusted by the National Geodetic Survey in June 1991..
 AY0247
 AY0247.The geoid height was determined by GEOID03.
 AY0247
 AY0247.The dynamic height is computed by dividing the NAVD 88
 AY0247.geopotential number by the normal gravity value computed on the
 AY0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0247.degrees latitude (g = 980.6199 gals.).
 AY0247
 AY0247.The modeled gravity was interpolated from observed gravity values.
 AY0247
 AY0247;                    North         East    Units  Estimated Accuracy
 AY0247;SPC TXSC     - 4,134,800.      690,920.      MT  (+/- 180 meters Scaled)
 AY0247
 AY0247                          SUPERSEDED SURVEY CONTROL
 AY0247
 AY0247  NGVD 29 (??/??/92)  109.282  (m)          358.54   (f) ADJ UNCH    1 2
 AY0247
 AY0247.Superseded values are not recommended for survey control.
 AY0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0247.See file dsdata.txt to determine how the superseded data were derived.
 AY0247
 AY0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT908134(NAD 83)
 AY0247_MARKER: DB = BENCH MARK DISK
 AY0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0247_STAMPING: X 828 1943
 AY0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0247+STABILITY: SURFACE MOTION
 AY0247
 AY0247  HISTORY     - Date     Condition        Report By
 AY0247  HISTORY     - 1943     MONUMENTED       CGS
 AY0247  HISTORY     - 1961     MARK NOT FOUND   USGS
 AY0247  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AY0247
 AY0247                          STATION DESCRIPTION
 AY0247
 AY0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0247'1.9 MI SE FROM POTH.
 AY0247'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0247'STATION AT POTH-- PROCEED 1.9 MILES SOUTHEASTERLY ALONG THE RAILROAD
 AY0247'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 70.0 FEET SOUTHEAST OF THE
 AY0247'SOUTHEAST END OF A DIRT ROAD LEADING NORTHWEST, AND 41.0 FEET
 AY0247'NORTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF TRACK.  IT IS
 AY0247'6.5 FEET WEST OF THE FIFTEENTH POLE (ABOUT 0.5 MILE) NORTHWEST OF
 AY0247'MILEPOST 39, 9.0 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 2.5
 AY0247'FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AY0247'0.4 FOOT.
 AY0247
 AY0247                          STATION RECOVERY (1961)
 AY0247
 AY0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AY0247'MARK NOT FOUND.
 AY0247
 AY0247                          STATION RECOVERY (1995)
 AY0247
 AY0247'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0479 ***********************************************************************
 AY0479  DESIGNATION -  X 829
 AY0479  PID         -  AY0479
 AY0479  STATE/COUNTY-  TX/WILSON
 AY0479  USGS QUAD   -  POTH (1961)
 AY0479
 AY0479                         *CURRENT SURVEY CONTROL
 AY0479  ___________________________________________________________________
 AY0479* NAD 83(1986)-  29 04 34.     (N)    098 00 15.     (W)     SCALED    
 AY0479* NAVD 88     -       121.93   (+/-2cm)     400.0    (feet)  VERTCON   
 AY0479  ___________________________________________________________________
 AY0479  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AY0479
 AY0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0479
 AY0479.The horizontal coordinates were scaled from a topographic map and have
 AY0479.an estimated accuracy of +/- 6 seconds.
 AY0479
 AY0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0479.The vertical order pertains to the NGVD 29 superseded value.
 AY0479
 AY0479.The geoid height was determined by GEOID03.
 AY0479
 AY0479;                    North         East    Units  Estimated Accuracy
 AY0479;SPC TXSC     - 4,138,150.      696,950.      MT  (+/- 180 meters Scaled)
 AY0479
 AY0479                          SUPERSEDED SURVEY CONTROL
 AY0479
 AY0479  NGVD 29 (??/??/92)  121.867  (m)          399.83   (f) ADJ UNCH    2 0
 AY0479
 AY0479.Superseded values are not recommended for survey control.
 AY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0479.See file dsdata.txt to determine how the superseded data were derived.
 AY0479
 AY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT969168(NAD 83)
 AY0479_MARKER: DB = BENCH MARK DISK
 AY0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0479_STAMPING: X 829 1943
 AY0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0479+STABILITY: SURFACE MOTION
 AY0479
 AY0479  HISTORY     - Date     Condition        Report By
 AY0479  HISTORY     - 1943     MONUMENTED       CGS
 AY0479  HISTORY     - 19951028 GOOD             USPSQD
 AY0479
 AY0479                          STATION DESCRIPTION
 AY0479
 AY0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0479'3.9 MI SW FROM KOSCIUSKO.
 AY0479'TO REACH FROM THE SCHOOL HOUSE AT KOSCIUSKO-- PROCEED 3.9 MILES
 AY0479'SOUTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AY0479'IS AT THE TOP OF A SMALL RISE, ABOUT 0.15 MILE SOUTHWEST OF A FARM
 AY0479'ROAD INTERSECTION LEADING SOUTHEAST, AND 32.0 FEET NORTHWEST OF AND
 AY0479'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 4.5 FEET
 AY0479'WEST OF A TELEPHONE POLE, 2.0 FEET NORTHWEST OF THE RIGHT-OF-WAY
 AY0479'FENCE, AND 3.5 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST.
 AY0479'MONUMENT PROJECTS 0.3 FOOT.
 AY0479
 AY0479                          STATION RECOVERY (1995)
 AY0479
 AY0479'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0074 ***********************************************************************
 CA0074  DESIGNATION -  X 83
 CA0074  PID         -  CA0074
 CA0074  STATE/COUNTY-  TX/LAMPASAS
 CA0074  USGS QUAD   -  KEMPNER (1954)
 CA0074
 CA0074                         *CURRENT SURVEY CONTROL
 CA0074  ___________________________________________________________________
 CA0074* NAD 83(1986)-  31 04 53.     (N)    098 00 05.     (W)     SCALED    
 CA0074* NAVD 88     -       266.944  (meters)     875.80   (feet)  ADJUSTED  
 CA0074  ___________________________________________________________________
 CA0074  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CA0074  DYNAMIC HT  -         266.589 (meters)     874.63  (feet)  COMP
 CA0074  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 CA0074
 CA0074  VERT ORDER  -  FIRST     CLASS II
 CA0074
 CA0074.The horizontal coordinates were scaled from a topographic map and have
 CA0074.an estimated accuracy of +/- 6 seconds.
 CA0074
 CA0074.The orthometric height was determined by differential leveling
 CA0074.and adjusted by the National Geodetic Survey in June 1991..
 CA0074
 CA0074.The geoid height was determined by GEOID03.
 CA0074
 CA0074.The dynamic height is computed by dividing the NAVD 88
 CA0074.geopotential number by the normal gravity value computed on the
 CA0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0074.degrees latitude (g = 980.6199 gals.).
 CA0074
 CA0074.The modeled gravity was interpolated from observed gravity values.
 CA0074
 CA0074;                    North         East    Units  Estimated Accuracy
 CA0074;SPC TX C     - 3,159,160.      922,480.      MT  (+/- 180 meters Scaled)
 CA0074
 CA0074                          SUPERSEDED SURVEY CONTROL
 CA0074
 CA0074  NGVD 29 (??/??/92)  266.855  (m)          875.51   (f) ADJ UNCH    1 2
 CA0074
 CA0074.Superseded values are not recommended for survey control.
 CA0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0074.See file dsdata.txt to determine how the superseded data were derived.
 CA0074
 CA0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV952390(NAD 83)
 CA0074_MARKER: DB = BENCH MARK DISK
 CA0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0074_STAMPING: 875.605 X 83 1932
 CA0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0074+STABILITY: SURFACE MOTION
 CA0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA0074+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 CA0074
 CA0074  HISTORY     - Date     Condition        Report By
 CA0074  HISTORY     - 1932     MONUMENTED       CGS
 CA0074  HISTORY     - 1952     GOOD             DOD
 CA0074  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0074  HISTORY     - 20020420 GOOD             USPSQD
 CA0074  HISTORY     - 20040124 GOOD             USPSQD
 CA0074
 CA0074                          STATION DESCRIPTION
 CA0074
 CA0074'DESCRIBED BY US DEPARTMENT OF DEFENSE 1952
 CA0074'IN KEMPNER.
 CA0074'AT KEMPNER, LAMPASAS COUNTY, ON THE GULF, COLORADO AND SANTA FE
 CA0074'RAILWAY, 6-1/2 RAILS EAST OF THE STATION, 9 RAILS EAST OF BLOCK SIGNAL
 CA0074'2631, 100 FEET EAST OF A ROAD CROSSING, 75 FEET NORTH OF THE TRACK,
 CA0074'AND SET IN THE TOP OF A CONCRETE POST.
 CA0074
 CA0074                          STATION RECOVERY (1983)
 CA0074
 CA0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0074'MARK NOT FOUND.
 CA0074
 CA0074                          STATION RECOVERY (2002)
 CA0074
 CA0074'RECOVERY NOTE BY US POWER SQUADRON 2002 (JP)
 CA0074'RECOVERED IN GOOD CONDITION.
 CA0074
 CA0074                          STATION RECOVERY (2004)
 CA0074
 CA0074'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 CA0074'THE MARK IS IN THE NORTH FENCE ROW UNDER A LOW HANGING TREE LIMB AND
 CA0074'IS NOT GPSABLE WITHOUT REMOVING MOST OF THE MEDIUM SIZE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1561 ***********************************************************************
 AX1561  DESIGNATION -  X 830
 AX1561  PID         -  AX1561
 AX1561  STATE/COUNTY-  TX/CALDWELL
 AX1561  USGS QUAD   -  DELHI (1981)
 AX1561
 AX1561                         *CURRENT SURVEY CONTROL
 AX1561  ___________________________________________________________________
 AX1561* NAD 83(1986)-  29 50 11.     (N)    097 23 25.     (W)     SCALED    
 AX1561* NAVD 88     -       158.88   (+/-2cm)     521.3    (feet)  VERTCON   
 AX1561  ___________________________________________________________________
 AX1561  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AX1561
 AX1561  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1561
 AX1561.The horizontal coordinates were scaled from a topographic map and have
 AX1561.an estimated accuracy of +/- 6 seconds.
 AX1561
 AX1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1561.The vertical order pertains to the NGVD 29 superseded value.
 AX1561
 AX1561.The geoid height was determined by GEOID03.
 AX1561
 AX1561;                    North         East    Units  Estimated Accuracy
 AX1561;SPC TXSC     - 4,223,070.      755,550.      MT  (+/- 180 meters Scaled)
 AX1561
 AX1561                          SUPERSEDED SURVEY CONTROL
 AX1561
 AX1561  NGVD 29 (??/??/92)  158.812  (m)          521.04   (f) ADJ UNCH    2 0
 AX1561
 AX1561.Superseded values are not recommended for survey control.
 AX1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1561.See file dsdata.txt to determine how the superseded data were derived.
 AX1561
 AX1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU555017(NAD 83)
 AX1561_MARKER: DB = BENCH MARK DISK
 AX1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1561_STAMPING: X 830 1943
 AX1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1561+STABILITY: SURFACE MOTION
 AX1561
 AX1561  HISTORY     - Date     Condition        Report By
 AX1561  HISTORY     - 1943     MONUMENTED       CGS
 AX1561  HISTORY     - 1956     GOOD             NGS
 AX1561  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1561
 AX1561                          STATION DESCRIPTION
 AX1561
 AX1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AX1561'4.3 MI S FROM STRING PRAIRIE.
 AX1561'IT IS NOW ALONG AN ABANDONED SECTION OF THE OLD ROAD, 1.0 MILE NORTH
 AX1561'OF THE SITE OF THE OLD DELHI STORE AND IS 0.6 MILE NORTH OF THE
 AX1561'JUNCTION OF STATE HIGHWAY NO. 304 AND 713, AND ABOUT 0.1 MILE EAST OF
 AX1561'304 AND A RED GATE, WHICH IS IN THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY
 AX1561'NO. 304.  A STANDARD DISK STAMPED X 830 1943 IN A CONCRETE POST
 AX1561'PROJECTING ABOUT 4 INCHES, 3 FEET WEST OF A 4 X 4 POST AND SOUTHEAST
 AX1561'OF A TURN IN THE OLD ROAD.
 AX1561
 AX1561                          STATION RECOVERY (1999)
 AX1561
 AX1561'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0522 ***********************************************************************
 AY0522  DESIGNATION -  X 831
 AY0522  PID         -  AY0522
 AY0522  STATE/COUNTY-  TX/BEXAR
 AY0522  USGS QUAD   -  ELMENDORF (1992)
 AY0522
 AY0522                         *CURRENT SURVEY CONTROL
 AY0522  ___________________________________________________________________
 AY0522* NAD 83(1986)-  29 16 30.     (N)    098 17 55.     (W)     SCALED    
 AY0522* NAVD 88     -       135.89   (+/-2cm)     445.8    (feet)  VERTCON   
 AY0522  ___________________________________________________________________
 AY0522  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0522
 AY0522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0522
 AY0522.The horizontal coordinates were scaled from a topographic map and have
 AY0522.an estimated accuracy of +/- 6 seconds.
 AY0522
 AY0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0522.The vertical order pertains to the NGVD 29 superseded value.
 AY0522
 AY0522.The geoid height was determined by GEOID03.
 AY0522
 AY0522;                    North         East    Units  Estimated Accuracy
 AY0522;SPC TXSC     - 4,159,980.      668,150.      MT  (+/- 180 meters Scaled)
 AY0522
 AY0522                          SUPERSEDED SURVEY CONTROL
 AY0522
 AY0522  NGVD 29 (??/??/92)  135.798  (m)          445.53   (f) ADJ UNCH    2 0
 AY0522
 AY0522.Superseded values are not recommended for survey control.
 AY0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0522.See file dsdata.txt to determine how the superseded data were derived.
 AY0522
 AY0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT681386(NAD 83)
 AY0522_MARKER: DB = BENCH MARK DISK
 AY0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0522_STAMPING: X 831 1943
 AY0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0522+STABILITY: SURFACE MOTION
 AY0522
 AY0522  HISTORY     - Date     Condition        Report By
 AY0522  HISTORY     - 1943     MONUMENTED       CGS
 AY0522  HISTORY     - 1987     MARK NOT FOUND   USGS
 AY0522  HISTORY     - 19991110 MARK NOT FOUND   USPSQD
 AY0522  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0522
 AY0522                          STATION DESCRIPTION
 AY0522
 AY0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0522'2.35 MI NE FROM ELMENDORF.
 AY0522'TO REACH FROM THE CATHOLIC CHURCH AT ELMENDORF-- PROCEED 2.35 MILES
 AY0522'NORTHEASTERLY ALONG THE ADKINS-ELMENDORF ROAD TO SITE OF BENCH MARK.
 AY0522'BENCH MARK IS ABOUT 0.1 MILE SOUTHWEST OF THE UTZVILLE SCHOOL, ABOUT
 AY0522'225.0 FEET SOUTHWEST OF THE CENTER OF THE GARDNER ROAD INTERSECTION
 AY0522'LEADING NORTHWEST, AND 9.0 FEET NORTHWEST OF AND ABOUT 0.5 FOOT ABOVE
 AY0522'THE CENTERLINE OF THE ADKINS-ELMENDORF ROAD.  IT IS SET HORIZONTALLY
 AY0522'3.8 FEET FROM THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A
 AY0522'CONCRETE BRIDGE OVER CALAVERAS CREEK.
 AY0522
 AY0522                          STATION RECOVERY (1987)
 AY0522
 AY0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0522'MARK NOT FOUND.
 AY0522
 AY0522                          STATION RECOVERY (1999)
 AY0522
 AY0522'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0522'MARK NOT FOUND.
 AY0522
 AY0522                          STATION RECOVERY (2004)
 AY0522
 AY0522'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2389 ***********************************************************************
 AX2389  DESIGNATION -  X 833
 AX2389  PID         -  AX2389
 AX2389  STATE/COUNTY-  TX/GUADALUPE
 AX2389  USGS QUAD   -  DARST CREEK (1964)
 AX2389
 AX2389                         *CURRENT SURVEY CONTROL
 AX2389  ___________________________________________________________________
 AX2389* NAD 83(1986)-  29 33 55.     (N)    097 50 21.     (W)     SCALED    
 AX2389* NAVD 88     -       147.22   (+/-2cm)     483.0    (feet)  VERTCON   
 AX2389  ___________________________________________________________________
 AX2389  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2389
 AX2389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2389
 AX2389.The horizontal coordinates were scaled from a topographic map and have
 AX2389.an estimated accuracy of +/- 6 seconds.
 AX2389
 AX2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2389.The vertical order pertains to the NGVD 29 superseded value.
 AX2389
 AX2389.The geoid height was determined by GEOID03.
 AX2389
 AX2389;                    North         East    Units  Estimated Accuracy
 AX2389;SPC TXSC     - 4,192,500.      712,470.      MT  (+/- 180 meters Scaled)
 AX2389
 AX2389                          SUPERSEDED SURVEY CONTROL
 AX2389
 AX2389  NGVD 29 (??/??/92)  147.156  (m)          482.79   (f) ADJ UNCH    2 0
 AX2389
 AX2389.Superseded values are not recommended for survey control.
 AX2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2389.See file dsdata.txt to determine how the superseded data were derived.
 AX2389
 AX2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT124711(NAD 83)
 AX2389_MARKER: DB = BENCH MARK DISK
 AX2389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2389_SP_SET: CULVERT
 AX2389_STAMPING: X 833 1943
 AX2389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2389
 AX2389  HISTORY     - Date     Condition        Report By
 AX2389  HISTORY     - 1943     MONUMENTED       CGS
 AX2389  HISTORY     - 1964     GOOD             USGS
 AX2389  HISTORY     - 1988     GOOD             USPSQD
 AX2389  HISTORY     - 19930808 GOOD             USPSQD
 AX2389  HISTORY     - 19990925 GOOD             USPSQD
 AX2389  HISTORY     - 20030517 GOOD             USPSQD
 AX2389
 AX2389                          STATION DESCRIPTION
 AX2389
 AX2389'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX2389'7.9 MI E FROM SEGUIN.
 AX2389'SEGUIN, 6.2 MI. E. OF ALONG US HIGHWAY 90-A FROM JUNCTION WITH STATE
 AX2389'FARM ROAD 466, 0.7 MI. E.S.E. ALONG ASPHALT ROAD FORMERLY STATE
 AX2389'HIGHWAY NO. 3, ABOUT 850 FEET E. OF A ROAD FORK S., 17 FEET S. OF AND
 AX2389'ABOUT 2 FEET BELOW CENTERLINE OF ROAD.
 AX2389
 AX2389                          STATION RECOVERY (1988)
 AX2389
 AX2389'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2389'RECOVERED IN GOOD CONDITION.
 AX2389
 AX2389                          STATION RECOVERY (1993)
 AX2389
 AX2389'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2389'RECOVERED IN GOOD CONDITION.
 AX2389
 AX2389                          STATION RECOVERY (1999)
 AX2389
 AX2389'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2389'RECOVERED IN GOOD CONDITION.
 AX2389
 AX2389                          STATION RECOVERY (2003)
 AX2389
 AX2389'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0549 ***********************************************************************
 AY0549  DESIGNATION -  X 834
 AY0549  PID         -  AY0549
 AY0549  STATE/COUNTY-  TX/WILSON
 AY0549  USGS QUAD   -  LA VERNIA (1962)
 AY0549
 AY0549                         *CURRENT SURVEY CONTROL
 AY0549  ___________________________________________________________________
 AY0549* NAD 83(1986)-  29 21 40.     (N)    098 07 30.     (W)     SCALED    
 AY0549* NAVD 88     -       145.76   (+/-2cm)     478.2    (feet)  VERTCON   
 AY0549  ___________________________________________________________________
 AY0549  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AY0549
 AY0549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0549
 AY0549.The horizontal coordinates were scaled from a topographic map and have
 AY0549.an estimated accuracy of +/- 6 seconds.
 AY0549
 AY0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0549.The vertical order pertains to the NGVD 29 superseded value.
 AY0549
 AY0549.The geoid height was determined by GEOID03.
 AY0549
 AY0549;                    North         East    Units  Estimated Accuracy
 AY0549;SPC TXSC     - 4,169,640.      684,950.      MT  (+/- 180 meters Scaled)
 AY0549
 AY0549                          SUPERSEDED SURVEY CONTROL
 AY0549
 AY0549  NGVD 29 (??/??/92)  145.675  (m)          477.94   (f) ADJ UNCH    2 0
 AY0549
 AY0549.Superseded values are not recommended for survey control.
 AY0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0549.See file dsdata.txt to determine how the superseded data were derived.
 AY0549
 AY0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT849483(NAD 83)
 AY0549_MARKER: DB = BENCH MARK DISK
 AY0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0549_STAMPING: X 834 1943
 AY0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0549+STABILITY: SURFACE MOTION
 AY0549
 AY0549  HISTORY     - Date     Condition        Report By
 AY0549  HISTORY     - 1943     MONUMENTED       CGS
 AY0549  HISTORY     - 1961     MARK NOT FOUND   USGS
 AY0549  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0549
 AY0549                          STATION DESCRIPTION
 AY0549
 AY0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0549'1.1 MI NW FROM LAVERNIA.
 AY0549'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0549'STATION AT LAVERNIA-- PROCEED 1.1 MILES NORTHWESTERLY ALONG THE
 AY0549'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT MIDWAY BETWEEN
 AY0549'THE FOURTH AND FIFTH POLE (ABOUT 0.15 MILE) NORTHWEST OF MILEPOST 116,
 AY0549'AND 46.5 FEET SOUTHWEST OF AND ABOUT 3.5 FEET BELOW THE CENTERLINE OF
 AY0549'TRACK.  IT IS 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.0
 AY0549'FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.3
 AY0549'FOOT.
 AY0549
 AY0549                          STATION RECOVERY (1961)
 AY0549
 AY0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AY0549'MARK NOT FOUND.
 AY0549
 AY0549                          STATION RECOVERY (1996)
 AY0549
 AY0549'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2071 ***********************************************************************
 AX2071  DESIGNATION -  X 835
 AX2071  PID         -  AX2071
 AX2071  STATE/COUNTY-  TX/GONZALES
 AX2071  USGS QUAD   -  LEESVILLE (1987)
 AX2071
 AX2071                         *CURRENT SURVEY CONTROL
 AX2071  ___________________________________________________________________
 AX2071* NAD 83(1986)-  29 28 42.     (N)    097 43 01.     (W)     SCALED    
 AX2071* NAVD 88     -       144.72   (+/-2cm)     474.8    (feet)  VERTCON   
 AX2071  ___________________________________________________________________
 AX2071  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2071
 AX2071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2071
 AX2071.The horizontal coordinates were scaled from a topographic map and have
 AX2071.an estimated accuracy of +/- 6 seconds.
 AX2071
 AX2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2071.The vertical order pertains to the NGVD 29 superseded value.
 AX2071
 AX2071.The geoid height was determined by GEOID03.
 AX2071
 AX2071;                    North         East    Units  Estimated Accuracy
 AX2071;SPC TXSC     - 4,182,990.      724,420.      MT  (+/- 180 meters Scaled)
 AX2071
 AX2071                          SUPERSEDED SURVEY CONTROL
 AX2071
 AX2071  NGVD 29 (??/??/92)  144.669  (m)          474.63   (f) ADJ UNCH    2 0
 AX2071
 AX2071.Superseded values are not recommended for survey control.
 AX2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2071.See file dsdata.txt to determine how the superseded data were derived.
 AX2071
 AX2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT243616(NAD 83)
 AX2071_MARKER: DB = BENCH MARK DISK
 AX2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2071_STAMPING: X 835 1943
 AX2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2071+STABILITY: SURFACE MOTION
 AX2071
 AX2071  HISTORY     - Date     Condition        Report By
 AX2071  HISTORY     - 1943     MONUMENTED       CGS
 AX2071  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 AX2071
 AX2071                          STATION DESCRIPTION
 AX2071
 AX2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2071'4.45 MI S FROM BELMONT.
 AX2071'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 80 AND NO. 3 AT
 AX2071'BELMONT, PROCEED 4.45 MI. S. ALONG STATE HIGHWAY NO. 80 TO SITE OF BM.
 AX2071'BENCH MARK IS ABOUT 0.25 MI. N. OF A CROSS ROAD INTERSECTION, 64 FEET
 AX2071'E. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY. IT IS
 AX2071'6 FEET N. OF THE CENTERLINE OF A WOODEN GATE AND A FARM ROAD LEADING
 AX2071'E., 4 FEET E. OF A FENCE CORNER, 1 FOOT N. OF A FENCE, AND 4 FEET S.E.
 AX2071'OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX2071
 AX2071                          STATION RECOVERY (2004)
 AX2071
 AX2071'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2031 ***********************************************************************
 AX2031  DESIGNATION -  X 836
 AX2031  PID         -  AX2031
 AX2031  STATE/COUNTY-  TX/GONZALES
 AX2031  USGS QUAD   -  COST (1987)
 AX2031
 AX2031                         *CURRENT SURVEY CONTROL
 AX2031  ___________________________________________________________________
 AX2031* NAD 83(1986)-  29 23 43.     (N)    097 36 06.     (W)     SCALED    
 AX2031* NAVD 88     -        97.27   (+/-2cm)     319.1    (feet)  VERTCON   
 AX2031  ___________________________________________________________________
 AX2031  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AX2031
 AX2031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2031
 AX2031.The horizontal coordinates were scaled from a topographic map and have
 AX2031.an estimated accuracy of +/- 6 seconds.
 AX2031
 AX2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2031.The vertical order pertains to the NGVD 29 superseded value.
 AX2031
 AX2031.The geoid height was determined by GEOID03.
 AX2031
 AX2031;                    North         East    Units  Estimated Accuracy
 AX2031;SPC TXSC     - 4,173,920.      735,710.      MT  (+/- 180 meters Scaled)
 AX2031
 AX2031                          SUPERSEDED SURVEY CONTROL
 AX2031
 AX2031  NGVD 29 (??/??/92)   97.233  (m)          319.01   (f) ADJ UNCH    2 0
 AX2031
 AX2031.Superseded values are not recommended for survey control.
 AX2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2031.See file dsdata.txt to determine how the superseded data were derived.
 AX2031
 AX2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT356525(NAD 83)
 AX2031_MARKER: DB = BENCH MARK DISK
 AX2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2031_STAMPING: X 836 1943
 AX2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2031+STABILITY: SURFACE MOTION
 AX2031
 AX2031  HISTORY     - Date     Condition        Report By
 AX2031  HISTORY     - 1943     MONUMENTED       CGS
 AX2031
 AX2031                          STATION DESCRIPTION
 AX2031
 AX2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2031'3.05 MI NW FROM WRIGHTSBORO.
 AX2031'TO REACH FROM THE P.O. AT WRIGHTSBORO.  PROCEED 3.05 MI. N.W. ALONG
 AX2031'THE WRIGHTSBORO-BEBE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX2031'0.3 MI. N.W. OF A CURVE TO THE E. AND A PRIVATE ROAD INTERSECTION
 AX2031'LEADING S.W.  IT IS 22.7 FEET S.W. OF AND ABOUT 1 FOOT ABOVE THE
 AX2031'CENTERLINE OF ROAD, 12 FEET N.W. OF THE CENTERLINE OF A PRIVATE ROAD
 AX2031'LEADING S.W., 6 FEET N.W. OF A FENCE CORNER, 2.5 FEET S.W. OF THE
 AX2031'RIGHT-OF-WAY FENCE, AND 3.5 FEET S.E. OF A 4X4 INCH WOODEN MARKER
 AX2031'POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1189 ***********************************************************************
 AN1189  DESIGNATION -  X 838
 AN1189  PID         -  AN1189
 AN1189  STATE/COUNTY-  TX/VICTORIA
 AN1189  USGS QUAD   -  NURSERY (1987)
 AN1189
 AN1189                         *CURRENT SURVEY CONTROL
 AN1189  ___________________________________________________________________
 AN1189* NAD 83(1986)-  28 59 11.     (N)    097 03 48.     (W)     SCALED    
 AN1189* NAVD 88     -        54.99   (+/-2cm)     180.4    (feet)  VERTCON   
 AN1189  ___________________________________________________________________
 AN1189  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1189
 AN1189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1189
 AN1189.The horizontal coordinates were scaled from a topographic map and have
 AN1189.an estimated accuracy of +/- 6 seconds.
 AN1189
 AN1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1189.The vertical order pertains to the NGVD 29 superseded value.
 AN1189
 AN1189.The geoid height was determined by GEOID03.
 AN1189
 AN1189;                    North         East    Units  Estimated Accuracy
 AN1189;SPC TXSC     - 4,129,350.      788,700.      MT  (+/- 180 meters Scaled)
 AN1189
 AN1189                          SUPERSEDED SURVEY CONTROL
 AN1189
 AN1189  NGVD 29 (??/??/92)   55.03   (m)          180.5    (f) COMPUTED    2 0
 AN1189
 AN1189.Superseded values are not recommended for survey control.
 AN1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1189.See file dsdata.txt to determine how the superseded data were derived.
 AN1189
 AN1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT886080(NAD 83)
 AN1189_MARKER: DB = BENCH MARK DISK
 AN1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1189_STAMPING: X 838 1943
 AN1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1189+STABILITY: SURFACE MOTION
 AN1189
 AN1189  HISTORY     - Date     Condition        Report By
 AN1189  HISTORY     - 1943     MONUMENTED       CGS
 AN1189
 AN1189                          STATION DESCRIPTION
 AN1189
 AN1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1189'6.25 MI NE FROM NURSERY.
 AN1189'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 6.25 MILES
 AN1189'NORTHERLY ALONG THE NURSERY-FORDTRAN ROAD TO SITE OF BENCH MARK. BENCH
 AN1189'MARK IS ABOUT 0.55 MILE NORTH OF A WINDMILL ON THE WEST SIDE OF ROAD,
 AN1189'AND ABOUT 285.0 FEET NORTH OF A SMALL CONCRETE PIPE CULVERT. IT IS
 AN1189'22.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AN1189'ROAD, 3.3 FEET NORTH OF A BRACE POST IN THE RIGHT-OF-WAY FENCE, 2.0
 AN1189'FEET EAST OF THE FENCE, AND 4.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AN1189'POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1624 ***********************************************************************
 AX1624  DESIGNATION -  X 839
 AX1624  PID         -  AX1624
 AX1624  STATE/COUNTY-  TX/LAVACA
 AX1624  USGS QUAD   -  WIED (1987)
 AX1624
 AX1624                         *CURRENT SURVEY CONTROL
 AX1624  ___________________________________________________________________
 AX1624* NAD 83(1986)-  29 22 49.     (N)    097 00 21.     (W)     SCALED    
 AX1624* NAVD 88     -        69.56   (+/-2cm)     228.2    (feet)  VERTCON   
 AX1624  ___________________________________________________________________
 AX1624  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1624
 AX1624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1624
 AX1624.The horizontal coordinates were scaled from a topographic map and have
 AX1624.an estimated accuracy of +/- 6 seconds.
 AX1624
 AX1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1624.The vertical order pertains to the NGVD 29 superseded value.
 AX1624
 AX1624.The geoid height was determined by GEOID03.
 AX1624
 AX1624;                    North         East    Units  Estimated Accuracy
 AX1624;SPC TXSC     - 4,173,090.      793,560.      MT  (+/- 180 meters Scaled)
 AX1624
 AX1624                          SUPERSEDED SURVEY CONTROL
 AX1624
 AX1624  NGVD 29 (??/??/92)   69.554  (m)          228.20   (f) ADJ UNCH    2 0
 AX1624
 AX1624.Superseded values are not recommended for survey control.
 AX1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1624.See file dsdata.txt to determine how the superseded data were derived.
 AX1624
 AX1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT935517(NAD 83)
 AX1624_MARKER: DB = BENCH MARK DISK
 AX1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1624_STAMPING: X 839 1943
 AX1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1624+STABILITY: SURFACE MOTION
 AX1624
 AX1624  HISTORY     - Date     Condition        Report By
 AX1624  HISTORY     - 1943     MONUMENTED       CGS
 AX1624  HISTORY     - 1962     GOOD             USGS
 AX1624  HISTORY     - 1972     GOOD             NGS
 AX1624
 AX1624                          STATION DESCRIPTION
 AX1624
 AX1624'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX1624'6.0 MI SW FROM HALLETTSVILLE.
 AX1624'ABOUT 6.0 MILES SOUTHWEST ALONG THE DISMANTLED TEXAS AND NEW ORLEANS
 AX1624'RAILROAD FROM STATION AT HALLETTSVILLE, LAVACA COUNTY ABOUT 0.15 MILES
 AX1624'SOUTHWEST OF DIRT ROAD CROSSING AT MONT, 223 FEET SOUTHWEST OF A T-
 AX1624'JCT. WITH ROAD NORTHWEST 23 FEET SOUTHEAST OF THE CENTER LINE OF ROAD.
 AX1624'NORTH OF R.R. TRACKS, 32.5 FEET NORTHWEST OF CENTER OF OLD R.R. BED A
 AX1624'STANDARD DISK STAMPED X 839 1943 AND SET IN TOP OF A CONCRETE POST
 AX1624'PROJECTING ABOUT 0.4 FEET ABOVE GROUND.
 AX1624
 AX1624                          STATION RECOVERY (1972)
 AX1624
 AX1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX1624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1625 ***********************************************************************
 AX1625  DESIGNATION -  X 839 RESET 1972
 AX1625  PID         -  AX1625
 AX1625  STATE/COUNTY-  TX/LAVACA
 AX1625  USGS QUAD   -  WIED (1987)
 AX1625
 AX1625                         *CURRENT SURVEY CONTROL
 AX1625  ___________________________________________________________________
 AX1625* NAD 83(1986)-  29 22 50.     (N)    097 00 21.     (W)     SCALED    
 AX1625* NAVD 88     -        68.60   (+/-2cm)     225.1    (feet)  VERTCON   
 AX1625  ___________________________________________________________________
 AX1625  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1625
 AX1625  VERT ORDER  -  THIRD (See Below)
 AX1625
 AX1625.The horizontal coordinates were scaled from a topographic map and have
 AX1625.an estimated accuracy of +/- 6 seconds.
 AX1625
 AX1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1625.The vertical order pertains to the NGVD 29 superseded value.
 AX1625
 AX1625.The geoid height was determined by GEOID03.
 AX1625
 AX1625;                    North         East    Units  Estimated Accuracy
 AX1625;SPC TXSC     - 4,173,120.      793,560.      MT  (+/- 180 meters Scaled)
 AX1625
 AX1625                          SUPERSEDED SURVEY CONTROL
 AX1625
 AX1625  NGVD 29 (01/29/03)   68.59   (m)          225.0    (f) RESET       3  
 AX1625
 AX1625.Superseded values are not recommended for survey control.
 AX1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1625.See file dsdata.txt to determine how the superseded data were derived.
 AX1625
 AX1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT935518(NAD 83)
 AX1625_MARKER: DB = BENCH MARK DISK
 AX1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1625_STAMPING: X 839 RESET 1972
 AX1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1625+STABILITY: SURFACE MOTION
 AX1625
 AX1625  HISTORY     - Date     Condition        Report By
 AX1625  HISTORY     - 1972     MONUMENTED       NGS
 AX1625
 AX1625                          STATION DESCRIPTION
 AX1625
 AX1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1625'6 MI SW FROM HALLETTSVILLE.
 AX1625'FROM THE INTERSECTION OF U.S. HIGHWAY ALT. 77 AND STATE HIGHWAY 111 IN
 AX1625'YOAKUM.  GO NORTHEAST ON U.S. HWY. ALT. 77 FOR 1.9 MILES TO THE
 AX1625'INTERSECTION OF STATE HWY. 95 ON THE LEFT.  KEEP RIGHT AND CONTINUE
 AX1625'NORTHEAST ON U.S. HWY. ALT. 77 FOR 6.2 MILES TO A SIDE ROAD ON THE
 AX1625'RIGHT.  (HWY. STARTS DOWN GRADE TO BRIDGE CROSSING AT THIS POINT.)
 AX1625'TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.8 MILE TO A SIDE ROAD ON
 AX1625'THE LEFT.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 1.6 MILES TO A T
 AX1625'INTERSECTION.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.4 MILE TO
 AX1625'A SIDE ROAD ON THE LEFT.  TURN LEFT (NOTE.  THIS WILL BE THE NEW FARM
 AX1625'AND MARKET RD. 318) AND GO NORTHEAST FOR 2.5 MILES TO MARK ON THE
 AX1625'RIGHT.  THIS IS JUST BEFORE REACHING CROSSROADS IN THE SMALL
 AX1625'SETTLEMENT OF MONT.  A STANDARD DISK, SET IN THE TOP OF A ROUND
 AX1625'CONCRETE POST, THAT PROJECTS 4-INCHES AND IS STAMPED X 839 RESET 1972.
 AX1625'IT IS 145 FEET WEST OF THE TANGENT OF GRAVEL ROAD LEADING WEST, 76
 AX1625'FEET EAST OF THE CENTER OF PROPOSED ROUTE 318, 1.6 FEET NORTHWEST OF A
 AX1625'T FENCE-CORNER, 1.6 FEET NORTHEAST OF A METAL WITNESS POST AND 1 FOOT
 AX1625'SOUTHWEST OF FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0235 ***********************************************************************
 CA0235  DESIGNATION -  X 84
 CA0235  PID         -  CA0235
 CA0235  STATE/COUNTY-  TX/MILLS
 CA0235  USGS QUAD   -  LAKE MERRITT (1979)
 CA0235
 CA0235                         *CURRENT SURVEY CONTROL
 CA0235  ___________________________________________________________________
 CA0235* NAD 83(1986)-  31 30 58.     (N)    098 35 47.     (W)     SCALED    
 CA0235* NAVD 88     -       430.286  (meters)    1411.70   (feet)  ADJUSTED  
 CA0235  ___________________________________________________________________
 CA0235  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CA0235  DYNAMIC HT  -         429.716 (meters)    1409.83  (feet)  COMP
 CA0235  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 CA0235
 CA0235  VERT ORDER  -  FIRST     CLASS II
 CA0235
 CA0235.The horizontal coordinates were scaled from a topographic map and have
 CA0235.an estimated accuracy of +/- 6 seconds.
 CA0235
 CA0235.The orthometric height was determined by differential leveling
 CA0235.and adjusted by the National Geodetic Survey in June 1991..
 CA0235
 CA0235.The geoid height was determined by GEOID03.
 CA0235
 CA0235.The dynamic height is computed by dividing the NAVD 88
 CA0235.geopotential number by the normal gravity value computed on the
 CA0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0235.degrees latitude (g = 980.6199 gals.).
 CA0235
 CA0235.The modeled gravity was interpolated from observed gravity values.
 CA0235
 CA0235;                    North         East    Units  Estimated Accuracy
 CA0235;SPC TX C     - 3,206,310.      864,970.      MT  (+/- 180 meters Scaled)
 CA0235
 CA0235                          SUPERSEDED SURVEY CONTROL
 CA0235
 CA0235  NGVD 29 (??/??/92)  430.184  (m)         1411.36   (f) ADJ UNCH    1 2
 CA0235
 CA0235.Superseded values are not recommended for survey control.
 CA0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0235.See file dsdata.txt to determine how the superseded data were derived.
 CA0235
 CA0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV383868(NAD 83)
 CA0235_MARKER: DB = BENCH MARK DISK
 CA0235_SETTING: 0 = UNSPECIFIED SETTING
 CA0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0235
 CA0235  HISTORY     - Date     Condition        Report By
 CA0235  HISTORY     - UNK      MONUMENTED       CGS
 CA0235  HISTORY     - 1932     GOOD             NGS
 CA0235  HISTORY     - 1976     MARK NOT FOUND   USGS
 CA0235  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0235
 CA0235                          STATION DESCRIPTION
 CA0235
 CA0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0235'4.9 MI NW FROM GOLDTHWAITE.
 CA0235'ON THE G.C. AND SANTA FE R.R., MARK IS ON FENCE LINE 15 FEET WEST 30
 CA0235'FEET SOUTH OF GRADE CROSSING WITH THE BROWNWOOD ROAD, 400 FEET WEST OF
 CA0235'THE SANTA FE WATER TANK ON THE NORTH SIDE OF THE TRACK WHICH IS NORTH
 CA0235'OF THE R.R. TRAFFIC SIGNAL AT THE CROSSING, 4 POLES WEST OF BOZAR
 CA0235'STATION BOARD, 5 POLES WEST MILE POLE NO. 318.
 CA0235
 CA0235                          STATION RECOVERY (1976)
 CA0235
 CA0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CA0235'MARK NOT FOUND.
 CA0235
 CA0235                          STATION RECOVERY (1983)
 CA0235
 CA0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0183 ***********************************************************************
 AY0183  DESIGNATION -  X 840
 AY0183  PID         -  AY0183
 AY0183  STATE/COUNTY-  TX/GUADALUPE
 AY0183  USGS QUAD   -  MARION (1992)
 AY0183
 AY0183                         *CURRENT SURVEY CONTROL
 AY0183  ___________________________________________________________________
 AY0183* NAD 83(1986)-  29 31 46.     (N)    098 08 40.     (W)     SCALED    
 AY0183* NAVD 88     -       190.03   (+/-2cm)     623.5    (feet)  VERTCON   
 AY0183  ___________________________________________________________________
 AY0183  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AY0183
 AY0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0183
 AY0183.The horizontal coordinates were scaled from a topographic map and have
 AY0183.an estimated accuracy of +/- 6 seconds.
 AY0183
 AY0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0183.The vertical order pertains to the NGVD 29 superseded value.
 AY0183
 AY0183.The geoid height was determined by GEOID03.
 AY0183
 AY0183;                    North         East    Units  Estimated Accuracy
 AY0183;SPC TXSC     - 4,188,280.      682,920.      MT  (+/- 180 meters Scaled)
 AY0183
 AY0183                          SUPERSEDED SURVEY CONTROL
 AY0183
 AY0183  NGVD 29 (??/??/92)  189.942  (m)          623.17   (f) ADJ UNCH    2 0
 AY0183
 AY0183.Superseded values are not recommended for survey control.
 AY0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0183.See file dsdata.txt to determine how the superseded data were derived.
 AY0183
 AY0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT829669(NAD 83)
 AY0183_MARKER: DB = BENCH MARK DISK
 AY0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0183_STAMPING: X 840 1943
 AY0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0183+STABILITY: SURFACE MOTION
 AY0183
 AY0183  HISTORY     - Date     Condition        Report By
 AY0183  HISTORY     - 1943     MONUMENTED       CGS
 AY0183  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0183  HISTORY     - 1988     GOOD             USPSQD
 AY0183  HISTORY     - 1989     GOOD             USPSQD
 AY0183
 AY0183                          STATION DESCRIPTION
 AY0183
 AY0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0183'4.1 MI S FROM MARION.
 AY0183'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARION, PROCEED
 AY0183'1.2 MILE WEST ALONG THE TRACKS TO THE CROSSING OF A GRAVEL ROAD,
 AY0183'THENCE 2.9 MILES SOUTHEASTERLY ALONG GRAVEL ROAD TO THE EAST CORNER OF
 AY0183'KRUEGER FIELD AND SITE OF BENCH MARK.  BENCH MARK IS 45.0 FEET
 AY0183'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL
 AY0183'ROAD AT A LARGE CURVE, 12.0 FEET NORTH OF THE EAST ENTRANCE TO KRUEGER
 AY0183'FIELD.  IT IS 3.0 FEET NORTHWEST OF A FENCE CORNER POST. MONUMENT IS
 AY0183'3.0 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST, AND
 AY0183'PROJECTS 0.4 FOOT.
 AY0183
 AY0183                          STATION RECOVERY (1987)
 AY0183
 AY0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0183'MARK NOT FOUND.
 AY0183
 AY0183                          STATION RECOVERY (1988)
 AY0183
 AY0183'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0183'RECOVERED IN GOOD CONDITION.
 AY0183
 AY0183                          STATION RECOVERY (1989)
 AY0183
 AY0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1206 ***********************************************************************
 AX1206  DESIGNATION -  X 841
 AX1206  PID         -  AX1206
 AX1206  STATE/COUNTY-  TX/FAYETTE
 AX1206  USGS QUAD   -  SWISS ALP (1981)
 AX1206
 AX1206                         *CURRENT SURVEY CONTROL
 AX1206  ___________________________________________________________________
 AX1206* NAD 83(1986)-  29 47 17.     (N)    096 53 33.     (W)     SCALED    
 AX1206* NAVD 88     -       126.79   (+/-2cm)     416.0    (feet)  VERTCON   
 AX1206  ___________________________________________________________________
 AX1206  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX1206
 AX1206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1206
 AX1206.The horizontal coordinates were scaled from a topographic map and have
 AX1206.an estimated accuracy of +/- 6 seconds.
 AX1206
 AX1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1206.The vertical order pertains to the NGVD 29 superseded value.
 AX1206
 AX1206.The geoid height was determined by GEOID03.
 AX1206
 AX1206;                    North         East    Units  Estimated Accuracy
 AX1206;SPC TXSC     - 4,218,470.      803,740.      MT  (+/- 180 meters Scaled)
 AX1206
 AX1206                          SUPERSEDED SURVEY CONTROL
 AX1206
 AX1206  NGVD 29 (??/??/92)  126.75   (m)          415.8    (f) COMPUTED    2 0
 AX1206
 AX1206.Superseded values are not recommended for survey control.
 AX1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1206.See file dsdata.txt to determine how the superseded data were derived.
 AX1206
 AX1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT037971(NAD 83)
 AX1206_MARKER: DB = BENCH MARK DISK
 AX1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1206_STAMPING: X 841 1943
 AX1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1206+STABILITY: SURFACE MOTION
 AX1206
 AX1206  HISTORY     - Date     Condition        Report By
 AX1206  HISTORY     - 1943     MONUMENTED       CGS
 AX1206  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1206
 AX1206                          STATION DESCRIPTION
 AX1206
 AX1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1206'3.0 MI W FROM AMMANSVILLE.
 AX1206'TO REACH FROM THE JOHN A. BARTOS GENERAL STORE AT AMMANSVILLE, PROCEED
 AX1206'3.0 MILES WESTERLY ALONG A DIRT ROAD TO THE TOP OF A HILL AND SITE OF
 AX1206'BENCH MARK.  BENCH MARK IS 0.15 MILE WEST OF A SHARP CURVE IN THE
 AX1206'ROAD.  IT IS 65.0 YARDS EAST OF A T FENCE CORNER POST, 24.4 FEET SOUTH
 AX1206'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 0.6
 AX1206'FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND 2.3 FEET EAST OF A 4X4
 AX1206'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT. NOTE--
 AX1206'THIS BENCH MARK IS 1.05 MILE EAST OF U.S. HIGHWAY NO. 77.
 AX1206
 AX1206                          STATION RECOVERY (1997)
 AX1206
 AX1206'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1207 ***********************************************************************
 AX1207  DESIGNATION -  X 841 RESET 1951
 AX1207  PID         -  AX1207
 AX1207  STATE/COUNTY-  TX/FAYETTE
 AX1207  USGS QUAD   -  SWISS ALP (1981)
 AX1207
 AX1207                         *CURRENT SURVEY CONTROL
 AX1207  ___________________________________________________________________
 AX1207* NAD 83(1986)-  29 47 17.     (N)    096 53 33.     (W)     SCALED    
 AX1207* NAVD 88     -       126.61   (+/-2cm)     415.4    (feet)  VERTCON   
 AX1207  ___________________________________________________________________
 AX1207  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX1207
 AX1207  VERT ORDER  -  THIRD (See Below)
 AX1207
 AX1207.The horizontal coordinates were scaled from a topographic map and have
 AX1207.an estimated accuracy of +/- 6 seconds.
 AX1207
 AX1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1207.The vertical order pertains to the NGVD 29 superseded value.
 AX1207
 AX1207.The geoid height was determined by GEOID03.
 AX1207
 AX1207;                    North         East    Units  Estimated Accuracy
 AX1207;SPC TXSC     - 4,218,470.      803,740.      MT  (+/- 180 meters Scaled)
 AX1207
 AX1207                          SUPERSEDED SURVEY CONTROL
 AX1207
 AX1207  NGVD 29 (??/??/??)  126.57   (m)          415.3    (f) RESET       3  
 AX1207
 AX1207.Superseded values are not recommended for survey control.
 AX1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1207.See file dsdata.txt to determine how the superseded data were derived.
 AX1207
 AX1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT037971(NAD 83)
 AX1207_MARKER: DB = BENCH MARK DISK
 AX1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1207_STAMPING: X 841 RESET 1951
 AX1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1207+STABILITY: SURFACE MOTION
 AX1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1207+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX1207
 AX1207  HISTORY     - Date     Condition        Report By
 AX1207  HISTORY     - 1951     MONUMENTED       CGS
 AX1207  HISTORY     - 1972     GOOD             NGS
 AX1207  HISTORY     - 19910608 GOOD             USPSQD
 AX1207  HISTORY     - 19970608 GOOD             USPSQD
 AX1207  HISTORY     - 20041027 GOOD             USPSQD
 AX1207
 AX1207                          STATION DESCRIPTION
 AX1207
 AX1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1207'8.4 MI N FROM SCHULENBURG.
 AX1207'ABOUT 7.4 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX1207'U.S. HIGHWAY 90 AT SCHULENBURG, THENCE 1.0 MILE EAST ALONG FARM ROAD
 AX1207'1383, AT THE WEST END OF A CURVE IN THE ROAD AND NEAR THE CREST OF A
 AX1207'HILL, 41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 260 FEET EAST OF
 AX1207'THE CENTER LINE OF A PRIVATE ROAD WITH A METAL GATE ACROSS IT, 187
 AX1207'FEET EAST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE LINE, 1.0
 AX1207'FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 AX1207'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 AX1207
 AX1207                          STATION RECOVERY (1991)
 AX1207
 AX1207'RECOVERY NOTE BY US POWER SQUADRON 1991 (WGS)
 AX1207'RECOVERED IN GOOD CONDITION.
 AX1207
 AX1207                          STATION RECOVERY (1997)
 AX1207
 AX1207'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1207'RECOVERED IN GOOD CONDITION.
 AX1207
 AX1207                          STATION RECOVERY (2004)
 AX1207
 AX1207'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1207'METAL WITNESS POST AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0935 ***********************************************************************
 AX0935  DESIGNATION -  X 842
 AX0935  PID         -  AX0935
 AX0935  STATE/COUNTY-  TX/FAYETTE
 AX0935  USGS QUAD   -  SCHULENBURG (1981)
 AX0935
 AX0935                         *CURRENT SURVEY CONTROL
 AX0935  ___________________________________________________________________
 AX0935* NAD 83(1986)-  29 44 35.     (N)    096 54 18.     (W)     SCALED    
 AX0935* NAVD 88     -       108.47   (+/-2cm)     355.9    (feet)  VERTCON   
 AX0935  ___________________________________________________________________
 AX0935  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX0935
 AX0935  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0935
 AX0935.The horizontal coordinates were scaled from a topographic map and have
 AX0935.an estimated accuracy of +/- 6 seconds.
 AX0935
 AX0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0935.The vertical order pertains to the NGVD 29 superseded value.
 AX0935
 AX0935.The geoid height was determined by GEOID03.
 AX0935
 AX0935;                    North         East    Units  Estimated Accuracy
 AX0935;SPC TXSC     - 4,213,460.      802,620.      MT  (+/- 180 meters Scaled)
 AX0935
 AX0935                          SUPERSEDED SURVEY CONTROL
 AX0935
 AX0935  NGVD 29 (??/??/92)  108.43   (m)          355.7    (f) COMPUTED    2 0
 AX0935
 AX0935.Superseded values are not recommended for survey control.
 AX0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0935.See file dsdata.txt to determine how the superseded data were derived.
 AX0935
 AX0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT025921(NAD 83)
 AX0935_MARKER: DB = BENCH MARK DISK
 AX0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0935_SP_SET: BRIDGE
 AX0935_STAMPING: X 842 1943
 AX0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0935
 AX0935  HISTORY     - Date     Condition        Report By
 AX0935  HISTORY     - 1943     MONUMENTED       CGS
 AX0935  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0935  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0935  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0935  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX0935  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 AX0935  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX0935
 AX0935                          STATION DESCRIPTION
 AX0935
 AX0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0935'4.55 MI N FROM SCHULENBURG.
 AX0935'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 77 AND U.S. HIGHWAY NO.
 AX0935'90 AT SCHULENBURG, PROCEED 4.55 MILES NORTHERLY ALONG U.S. HIGHWAY NO.
 AX0935'77 TO A CONCRETE BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX0935'HORIZONTALLY IN THE TOP OF THE NORTHEAST WINGWALL OF A 24.0 FOOT
 AX0935'CONCRETE BRIDGE OVER A CREEK.  IT IS 4.9 FEET EAST OF AND ABOUT THE
 AX0935'SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  NOTE-- THE HIGHWAY
 AX0935'HAS BEEN WIDENED AND THE CULVERT WAS EXTENDED.
 AX0935
 AX0935                          STATION RECOVERY (1987)
 AX0935
 AX0935'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0935'MARK NOT FOUND.
 AX0935
 AX0935                          STATION RECOVERY (1991)
 AX0935
 AX0935'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0935'MARK NOT FOUND.
 AX0935
 AX0935                          STATION RECOVERY (1997)
 AX0935
 AX0935'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0935'MARK NOT FOUND.
 AX0935
 AX0935                          STATION RECOVERY (2002)
 AX0935
 AX0935'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0935'MARK NOT FOUND.
 AX0935
 AX0935                          STATION RECOVERY (2004)
 AX0935
 AX0935'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1130 ***********************************************************************
 AX1130  DESIGNATION -  X 843
 AX1130  PID         -  AX1130
 AX1130  STATE/COUNTY-  TX/COLORADO
 AX1130  USGS QUAD   -  ROCK ISLAND (1981)
 AX1130
 AX1130                         *CURRENT SURVEY CONTROL
 AX1130  ___________________________________________________________________
 AX1130* NAD 83(1986)-  29 32 03.     (N)    096 35 25.     (W)     SCALED    
 AX1130* NAVD 88     -        78.57   (+/-2cm)     257.8    (feet)  VERTCON   
 AX1130  ___________________________________________________________________
 AX1130  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX1130
 AX1130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1130
 AX1130.The horizontal coordinates were scaled from a topographic map and have
 AX1130.an estimated accuracy of +/- 6 seconds.
 AX1130
 AX1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1130.The vertical order pertains to the NGVD 29 superseded value.
 AX1130
 AX1130.The geoid height was determined by GEOID03.
 AX1130
 AX1130;                    North         East    Units  Estimated Accuracy
 AX1130;SPC TXSC     - 4,190,900.      833,540.      MT  (+/- 180 meters Scaled)
 AX1130
 AX1130                          SUPERSEDED SURVEY CONTROL
 AX1130
 AX1130  NGVD 29 (??/??/92)   78.559  (m)          257.74   (f) ADJ UNCH    2 0
 AX1130
 AX1130.Superseded values are not recommended for survey control.
 AX1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1130.See file dsdata.txt to determine how the superseded data were derived.
 AX1130
 AX1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT335695(NAD 83)
 AX1130_MARKER: DB = BENCH MARK DISK
 AX1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1130_STAMPING: X 843 1943
 AX1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1130+STABILITY: SURFACE MOTION
 AX1130
 AX1130  HISTORY     - Date     Condition        Report By
 AX1130  HISTORY     - 1943     MONUMENTED       CGS
 AX1130  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1130
 AX1130                          STATION DESCRIPTION
 AX1130
 AX1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1130'1.0 MI W FROM ROCK ISLAND.
 AX1130'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1130'PASS) RAILROAD STATION AT ROCK ISLAND, PROCEED 1.0 MILE WESTERLY ALONG
 AX1130'A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 28.4 FEET NORTH OF
 AX1130'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 13.5 FEET
 AX1130'EAST OF R.E.A. CO-OP POLE NO.BA93/9 AND 2.3 FEET EAST OF A 4X4 INCH
 AX1130'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX1130
 AX1130                          STATION RECOVERY (2004)
 AX1130
 AX1130'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0947 ***********************************************************************
 AX0947  DESIGNATION -  X 844
 AX0947  PID         -  AX0947
 AX0947  STATE/COUNTY-  TX/LAVACA
 AX0947  USGS QUAD   -  SCHULENBURG (1981)
 AX0947
 AX0947                         *CURRENT SURVEY CONTROL
 AX0947  ___________________________________________________________________
 AX0947* NAD 83(1986)-  29 37 45.     (N)    096 54 22.     (W)     SCALED    
 AX0947* NAVD 88     -        80.70   (+/-2cm)     264.8    (feet)  VERTCON   
 AX0947  ___________________________________________________________________
 AX0947  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0947
 AX0947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0947
 AX0947.The horizontal coordinates were scaled from a topographic map and have
 AX0947.an estimated accuracy of +/- 6 seconds.
 AX0947
 AX0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0947.The vertical order pertains to the NGVD 29 superseded value.
 AX0947
 AX0947.The geoid height was determined by GEOID03.
 AX0947
 AX0947;                    North         East    Units  Estimated Accuracy
 AX0947;SPC TXSC     - 4,200,840.      802,740.      MT  (+/- 180 meters Scaled)
 AX0947
 AX0947                          SUPERSEDED SURVEY CONTROL
 AX0947
 AX0947  NGVD 29 (??/??/92)   80.67   (m)          264.7    (f) COMPUTED    2 0
 AX0947
 AX0947.Superseded values are not recommended for survey control.
 AX0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0947.See file dsdata.txt to determine how the superseded data were derived.
 AX0947
 AX0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT027795(NAD 83)
 AX0947_MARKER: DB = BENCH MARK DISK
 AX0947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0947_SP_SET: CULVERT
 AX0947_STAMPING: X 844 1943
 AX0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0947
 AX0947  HISTORY     - Date     Condition        Report By
 AX0947  HISTORY     - 1943     MONUMENTED       CGS
 AX0947  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0947  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX0947  HISTORY     - 20040223 GOOD             USPSQD
 AX0947
 AX0947                          STATION DESCRIPTION
 AX0947
 AX0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0947'3.8 MI S FROM SCHULENBURG.
 AX0947'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX0947'NO.77 AT SCHULENBURG, PROCEED 3.8 MILES SOUTHERLY ALONG U.S. HIGHWAY
 AX0947'NO.77 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX0947'HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 4X5
 AX0947'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 0.2 MILE SOUTH OF
 AX0947'THE FAYETTE - LAVACA COUNTY LINE, 16.4 FEET EAST OF AND ABOUT 1.0 FOOT
 AX0947'ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX0947
 AX0947                          STATION RECOVERY (1997)
 AX0947
 AX0947'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0947'MARK NOT FOUND.
 AX0947
 AX0947                          STATION RECOVERY (2002)
 AX0947
 AX0947'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0947'MARK NOT FOUND.
 AX0947
 AX0947                          STATION RECOVERY (2004)
 AX0947
 AX0947'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 AX0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7673 ***********************************************************************
 AJ7673  DESIGNATION -  X 844 RESET
 AJ7673  PID         -  AJ7673
 AJ7673  STATE/COUNTY-  TX/LAVACA
 AJ7673  USGS QUAD   -  SCHULENBURG (1981)
 AJ7673
 AJ7673                         *CURRENT SURVEY CONTROL
 AJ7673  ___________________________________________________________________
 AJ7673* NAD 83(1986)-  29 37 45.     (N)    096 54 22.     (W)     SCALED    
 AJ7673* NAVD 88     -        78.24   (meters)     256.7    (feet)  RESET     
 AJ7673  ___________________________________________________________________
 AJ7673  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AJ7673
 AJ7673  VERT ORDER  -  THIRD
 AJ7673
 AJ7673.The horizontal coordinates were scaled from a topographic map and have
 AJ7673.an estimated accuracy of +/- 6 seconds.
 AJ7673
 AJ7673.The orthometric height was computed from unverified reset data.
 AJ7673.No vertical observational check was made to the station.
 AJ7673
 AJ7673.The geoid height was determined by GEOID03.
 AJ7673
 AJ7673;                    North         East    Units  Estimated Accuracy
 AJ7673;SPC TXSC     - 4,200,840.      802,740.      MT  (+/- 180 meters Scaled)
 AJ7673
 AJ7673                          SUPERSEDED SURVEY CONTROL
 AJ7673
 AJ7673.No superseded survey control is available for this station.
 AJ7673
 AJ7673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT027795(NAD 83)
 AJ7673_MARKER: DV = VERTICAL CONTROL DISK
 AJ7673_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ7673_SP_SET: BOX CULVERT HEADWALL
 AJ7673_STAMPING: X 844 RESET 2000
 AJ7673_MARK LOGO: NGS   
 AJ7673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7673+STABILITY: SURFACE MOTION
 AJ7673
 AJ7673  HISTORY     - Date     Condition        Report By
 AJ7673  HISTORY     - 2000     MONUMENTED       LOCENG
 AJ7673  HISTORY     - 20040223 GOOD             USPSQD
 AJ7673
 AJ7673                          STATION DESCRIPTION
 AJ7673
 AJ7673'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DJ)
 AJ7673'3.7 MILES (6.0 KM) SOUTH ALONG U.S.  HIGHWAY 77 FROM THE INTERSECTION
 AJ7673'OF U.S.  HIGHWAY 90 AT SCHULENGURG, APPROXIMATELY 0.2 MILES (0.3 KM)
 AJ7673'SOUTH OF A ROAD LEADING EAST (SIGNED VACEK RD) AND WEST (THIS ROAD
 AJ7673'BEING ON THE COUNTY LINE BETWEEN FAYETTE AND LAVACA COUNTIES) .  A
 AJ7673'DISK SET IN THE TOP OF THE WEST CONCRETE HEADWALL OF A FIVE FOOT WIDE
 AJ7673'BY FOUR FOOT HIGH CONCRETE BOX CULVERT UNDER THE HIGHWAY.
 AJ7673
 AJ7673                          STATION RECOVERY (2004)
 AJ7673
 AJ7673'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 AJ7673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0948 ***********************************************************************
 AX0948  DESIGNATION -  X 844 RESET 1956
 AX0948  PID         -  AX0948
 AX0948  STATE/COUNTY-  TX/LAVACA
 AX0948  USGS QUAD   -  SCHULENBURG (1981)
 AX0948
 AX0948                         *CURRENT SURVEY CONTROL
 AX0948  ___________________________________________________________________
 AX0948* NAD 83(1986)-  29 37 45.     (N)    096 54 22.     (W)     SCALED    
 AX0948* NAVD 88     -        78.535  (meters)     257.66   (feet)  ADJUSTED  
 AX0948  ___________________________________________________________________
 AX0948  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0948  DYNAMIC HT  -          78.425 (meters)     257.30  (feet)  COMP
 AX0948  MODELED GRAV-     979,241.8   (mgal)                       NAVD 88
 AX0948
 AX0948  VERT ORDER  -  FIRST     CLASS I
 AX0948
 AX0948.The horizontal coordinates were scaled from a topographic map and have
 AX0948.an estimated accuracy of +/- 6 seconds.
 AX0948
 AX0948.The orthometric height was determined by differential leveling
 AX0948.and adjusted by the National Geodetic Survey in June 1991..
 AX0948
 AX0948.The geoid height was determined by GEOID03.
 AX0948
 AX0948.The dynamic height is computed by dividing the NAVD 88
 AX0948.geopotential number by the normal gravity value computed on the
 AX0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0948.degrees latitude (g = 980.6199 gals.).
 AX0948
 AX0948.The modeled gravity was interpolated from observed gravity values.
 AX0948
 AX0948;                    North         East    Units  Estimated Accuracy
 AX0948;SPC TXSC     - 4,200,840.      802,740.      MT  (+/- 180 meters Scaled)
 AX0948
 AX0948                          SUPERSEDED SURVEY CONTROL
 AX0948
 AX0948  NGVD 29 (??/??/92)   78.509  (m)          257.57   (f) ADJ UNCH    1 1
 AX0948
 AX0948.Superseded values are not recommended for survey control.
 AX0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0948.See file dsdata.txt to determine how the superseded data were derived.
 AX0948
 AX0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT027795(NAD 83)
 AX0948_MARKER: DB = BENCH MARK DISK
 AX0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0948_SP_SET: CULVERT
 AX0948_STAMPING: X 844 RESET 1956
 AX0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0948
 AX0948  HISTORY     - Date     Condition        Report By
 AX0948  HISTORY     - 1956     MONUMENTED       CGS
 AX0948  HISTORY     - 1972     GOOD             NGS
 AX0948  HISTORY     - 1990     GOOD             USPSQD
 AX0948  HISTORY     - 19970607 GOOD             USPSQD
 AX0948  HISTORY     - 20020811 GOOD             USPSQD
 AX0948  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AX0948
 AX0948                          STATION DESCRIPTION
 AX0948
 AX0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0948'3.7 MI S FROM SCHULENBURG.
 AX0948'ABOUT 3.7 MILES SOUTH ALONG U. S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0948'U. S. HIGHWAY 90 AT SCHULENBURG, 0.2 MILE SOUTH OF AN INTERSECTION OF
 AX0948'A PAVED ROAD LEADING EAST AND A GRAVEL ROAD LEADING WEST (ALSO THE
 AX0948'ROAD IS THE COUNTY LINE BETWEEN FAYETTE AND LAVACA COUNTY), AT THE
 AX0948'INSIDE OF A LONG SHALLOW CURVE, 39 1/2 FEET WEST OF THE CENTER LINE OF
 AX0948'THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE WEST CONCRETE
 AX0948'HEADWALL FOR A 4-BY-5-FOOT BOX CULVERT UNDER THE HIGHWAY AND ABOUT 6
 AX0948'FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 AX0948
 AX0948                          STATION RECOVERY (1990)
 AX0948
 AX0948'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0948'RECOVERED IN GOOD CONDITION.
 AX0948
 AX0948                          STATION RECOVERY (1997)
 AX0948
 AX0948'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0948'RECOVERED IN GOOD CONDITION.
 AX0948
 AX0948                          STATION RECOVERY (2002)
 AX0948
 AX0948'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX0948'RECOVERED IN GOOD CONDITION.
 AX0948
 AX0948                          STATION RECOVERY (2004)
 AX0948
 AX0948'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 AX0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1056 ***********************************************************************
 AX1056  DESIGNATION -  X 845
 AX1056  PID         -  AX1056
 AX1056  STATE/COUNTY-  TX/COLORADO
 AX1056  USGS QUAD   -  ELLINGER (1981)
 AX1056
 AX1056                         *CURRENT SURVEY CONTROL
 AX1056  ___________________________________________________________________
 AX1056* NAD 83(1986)-  29 49 26.     (N)    096 40 44.     (W)     SCALED    
 AX1056* NAVD 88     -        98.90   (+/-2cm)     324.5    (feet)  VERTCON   
 AX1056  ___________________________________________________________________
 AX1056  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1056
 AX1056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1056
 AX1056.The horizontal coordinates were scaled from a topographic map and have
 AX1056.an estimated accuracy of +/- 6 seconds.
 AX1056
 AX1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1056.The vertical order pertains to the NGVD 29 superseded value.
 AX1056
 AX1056.The geoid height was determined by GEOID03.
 AX1056
 AX1056;                    North         East    Units  Estimated Accuracy
 AX1056;SPC TXSC     - 4,222,840.      824,310.      MT  (+/- 180 meters Scaled)
 AX1056
 AX1056                          SUPERSEDED SURVEY CONTROL
 AX1056
 AX1056  NGVD 29 (??/??/92)   98.871  (m)          324.38   (f) ADJ UNCH    2 0
 AX1056
 AX1056.Superseded values are not recommended for survey control.
 AX1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1056.See file dsdata.txt to determine how the superseded data were derived.
 AX1056
 AX1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU242015(NAD 83)
 AX1056_MARKER: DB = BENCH MARK DISK
 AX1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1056_STAMPING: X 845 1943
 AX1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1056+STABILITY: SURFACE MOTION
 AX1056
 AX1056  HISTORY     - Date     Condition        Report By
 AX1056  HISTORY     - 1943     MONUMENTED       CGS
 AX1056
 AX1056                          STATION DESCRIPTION
 AX1056
 AX1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1056'1.8 MI SE FROM ELLINGER.
 AX1056'IN COLORADO COUNTY, 1.8 MILES SOUTHEAST ALONG THE ABANDONED LA GRANGE
 AX1056'BRANCH OF THE SOUTHERN PACIFIC RAILROAD FROM THE OLD STATION AT
 AX1056'ELLINGER, FAYETTE COUNTY, AT AN OLD GRAVEL PIT, 65 YARDS NORTHWEST OF
 AX1056'THE NORTHWEST END OF AN OLD RAILROAD BRIDGE OVER A SMALL CREEK, 38.5
 AX1056'FEET SOUTHWEST OF THE CENTERLINE OF THE RAILROAD BED, 19.2 FEET
 AX1056'NORTHEAST OF A TRIANGULAR-BLAZED 2-FOOT OAK TREE, 3.2 FEET SOUTHEAST
 AX1056'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 AX1056'RAILROAD BED.  A STANDARD DISK, STAMPED X 845 1943 AND SET IN THE TOP
 AX1056'OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1728 ***********************************************************************
 AX1728  DESIGNATION -  X 846
 AX1728  PID         -  AX1728
 AX1728  STATE/COUNTY-  TX/LAVACA
 AX1728  USGS QUAD   -  SHINER (1987)
 AX1728
 AX1728                         *CURRENT SURVEY CONTROL
 AX1728  ___________________________________________________________________
 AX1728* NAD 83(1986)-  29 29 01.     (N)    097 09 06.     (W)     SCALED    
 AX1728* NAVD 88     -       118.73   (+/-2cm)     389.5    (feet)  VERTCON   
 AX1728  ___________________________________________________________________
 AX1728  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AX1728
 AX1728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1728
 AX1728.The horizontal coordinates were scaled from a topographic map and have
 AX1728.an estimated accuracy of +/- 6 seconds.
 AX1728
 AX1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1728.The vertical order pertains to the NGVD 29 superseded value.
 AX1728
 AX1728.The geoid height was determined by GEOID03.
 AX1728
 AX1728;                    North         East    Units  Estimated Accuracy
 AX1728;SPC TXSC     - 4,184,310.      779,220.      MT  (+/- 180 meters Scaled)
 AX1728
 AX1728                          SUPERSEDED SURVEY CONTROL
 AX1728
 AX1728  NGVD 29 (??/??/92)  118.70   (m)          389.4    (f) COMPUTED    2 0
 AX1728
 AX1728.Superseded values are not recommended for survey control.
 AX1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1728.See file dsdata.txt to determine how the superseded data were derived.
 AX1728
 AX1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT791629(NAD 83)
 AX1728_MARKER: DB = BENCH MARK DISK
 AX1728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1728_SP_SET: CULVERT
 AX1728_STAMPING: X 846 1943
 AX1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1728
 AX1728  HISTORY     - Date     Condition        Report By
 AX1728  HISTORY     - 1943     MONUMENTED       CGS
 AX1728  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1728
 AX1728                          STATION DESCRIPTION
 AX1728
 AX1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1728'4.05 MI N FROM SHINER.
 AX1728'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1728'STATION AT SHINER, PROCEED 4.05 MILES NORTHERLY ALONG THE TRACK TO A
 AX1728'DIRT ROAD LEADING EAST FROM THE TRACK AND SITE OF BENCH MARK.  BENCH
 AX1728'MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE SOUTH HEADWALL
 AX1728'OF A 3X3 FOOT CONCRETE BOX CULVERT UNDER A DIRT ROAD LEADING EAST. IT
 AX1728'IS 144.5 FEET EAST OF AND ACROSS STATE HIGHWAY NO.95 FROM THE
 AX1728'CENTERLINE OF THE TRACK, 43.8 FEET EAST OF THE CENTERLINE OF STATE
 AX1728'HIGHWAY NO.95, 12.4 FEET SOUTH OF AND ABOUT 0.5 FOOT ABOVE THE
 AX1728'CENTERLINE OF A DIRT ROAD LEADING EAST.
 AX1728
 AX1728                          STATION RECOVERY (1997)
 AX1728
 AX1728'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1763 ***********************************************************************
 AX1763  DESIGNATION -  X 849
 AX1763  PID         -  AX1763
 AX1763  STATE/COUNTY-  TX/GONZALES
 AX1763  USGS QUAD   -  PILGRIM (1987)
 AX1763
 AX1763                         *CURRENT SURVEY CONTROL
 AX1763  ___________________________________________________________________
 AX1763* NAD 83(1986)-  29 19 33.     (N)    097 30 03.     (W)     SCALED    
 AX1763* NAVD 88     -        73.75   (+/-2cm)     242.0    (feet)  VERTCON   
 AX1763  ___________________________________________________________________
 AX1763  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AX1763
 AX1763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1763
 AX1763.The horizontal coordinates were scaled from a topographic map and have
 AX1763.an estimated accuracy of +/- 6 seconds.
 AX1763
 AX1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1763.The vertical order pertains to the NGVD 29 superseded value.
 AX1763
 AX1763.The geoid height was determined by GEOID03.
 AX1763
 AX1763;                    North         East    Units  Estimated Accuracy
 AX1763;SPC TXSC     - 4,166,340.      745,590.      MT  (+/- 180 meters Scaled)
 AX1763
 AX1763                          SUPERSEDED SURVEY CONTROL
 AX1763
 AX1763  NGVD 29 (??/??/92)   73.728  (m)          241.89   (f) ADJ UNCH    2 0
 AX1763
 AX1763.Superseded values are not recommended for survey control.
 AX1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1763.See file dsdata.txt to determine how the superseded data were derived.
 AX1763
 AX1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT455450(NAD 83)
 AX1763_MARKER: DB = BENCH MARK DISK
 AX1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1763_STAMPING: X 849 1943
 AX1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1763+STABILITY: SURFACE MOTION
 AX1763
 AX1763  HISTORY     - Date     Condition        Report By
 AX1763  HISTORY     - 1943     MONUMENTED       CGS
 AX1763  HISTORY     - 1961     MARK NOT FOUND   NGS
 AX1763
 AX1763                          STATION DESCRIPTION
 AX1763
 AX1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1763'5.65 MI SE FROM WRIGHTSBORO.
 AX1763'TO REACH FROM THE SCHOOL BUILDING AT WRIGHTSBORO, PROCEED 5.5 MI. S.E.
 AX1763'ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT T ROAD, 0.15 MI. N.E.
 AX1763'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE S.W.
 AX1763'OF THE INTERSECTION OF A DIRT ROAD LEADING E.  IT IS 27.3 FEET N.W. OF
 AX1763'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.1
 AX1763'FEET S.W. OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT PROJECTS
 AX1763'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2111 ***********************************************************************
 BY2111  DESIGNATION -  X 85
 BY2111  PID         -  BY2111
 BY2111  STATE/COUNTY-  TX/ANDERSON
 BY2111  USGS QUAD   -  ELKHART CREEK (1982)
 BY2111
 BY2111                         *CURRENT SURVEY CONTROL
 BY2111  ___________________________________________________________________
 BY2111* NAD 83(1986)-  31 37 27.     (N)    095 34 41.     (W)     SCALED    
 BY2111* NAVD 88     -       117.184  (meters)     384.46   (feet)  ADJUSTED  
 BY2111  ___________________________________________________________________
 BY2111  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY2111  DYNAMIC HT  -         117.040 (meters)     383.99  (feet)  COMP
 BY2111  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 BY2111
 BY2111  VERT ORDER  -  FIRST     CLASS II
 BY2111
 BY2111.The horizontal coordinates were scaled from a topographic map and have
 BY2111.an estimated accuracy of +/- 6 seconds.
 BY2111
 BY2111.The orthometric height was determined by differential leveling
 BY2111.and adjusted by the National Geodetic Survey in June 1991..
 BY2111
 BY2111.The geoid height was determined by GEOID03.
 BY2111
 BY2111.The dynamic height is computed by dividing the NAVD 88
 BY2111.geopotential number by the normal gravity value computed on the
 BY2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2111.degrees latitude (g = 980.6199 gals.).
 BY2111
 BY2111.The modeled gravity was interpolated from observed gravity values.
 BY2111
 BY2111;                    North         East    Units  Estimated Accuracy
 BY2111;SPC TX C     - 3,226,650.    1,151,000.      MT  (+/- 180 meters Scaled)
 BY2111
 BY2111                          SUPERSEDED SURVEY CONTROL
 BY2111
 BY2111  NGVD 29 (??/??/92)  117.173  (m)          384.43   (f) ADJ UNCH    1 2
 BY2111
 BY2111.Superseded values are not recommended for survey control.
 BY2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2111.See file dsdata.txt to determine how the superseded data were derived.
 BY2111
 BY2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR554016(NAD 83)
 BY2111_MARKER: DB = BENCH MARK DISK
 BY2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2111_STAMPING: X 85 1932 384.359
 BY2111_PROJECTION: PROJECTING 3 CENTIMETERS
 BY2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2111+STABILITY: SURFACE MOTION
 BY2111
 BY2111  HISTORY     - Date     Condition        Report By
 BY2111  HISTORY     - 1932     MONUMENTED       CGS
 BY2111  HISTORY     - 1960     GOOD             NGS
 BY2111  HISTORY     - 1980     GOOD             NGS
 BY2111  HISTORY     - 1990     GOOD             USPSQD
 BY2111
 BY2111                          STATION DESCRIPTION
 BY2111
 BY2111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2111'0.1 MI SE FROM ELKHART.
 BY2111'ABOUT 0.1 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2111'STATION AT ELKHART, BETWEEN TWO METAL WAREHOUSES, 102 1/2 FEET
 BY2111'EAST-NORTHEAST OF AND ACROSS THE TRACK FROM THE FIRST POLE EAST OF
 BY2111'POLE 12/10, 38 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 10 FEET
 BY2111'NORTH OF THE NORTH RAIL, 8 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 62
 BY2111'FEET WEST OF THE SOUTHWEST CORNER OF AN ARCH TYPE WAREHOUSE, 24 1/2
 BY2111'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GABLE TYPE WAREHOUSE, 1.2
 BY2111'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BY2111'THE TRACK, IN THE TOP OF A CONCRETE POST THAT IS IN THE SOUTH EDGE OF
 BY2111'A BANK AND PROJECTS 4 INCHES.
 BY2111
 BY2111                          STATION RECOVERY (1980)
 BY2111
 BY2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2111'IN ELKHART, ABOUT 0.15 KM. (0.1 MI.) SOUTHEAST ALONG THE MISSOURI
 BY2111'PACIFIC RAILROAD FROM THE CROSSING OF STATE HIGHWAY 294 (MAIN STREET),
 BY2111'BETWEEN TWO LARGE METAL WAREHOUSES, 18.9 M. (62.0 FT.) WEST OF THE
 BY2111'SOUTHWEST CORNER OF A QUONSET TYPE METAL WAREHOUSE, 11.6 M. (38.0 FT.)
 BY2111'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 3.0 M. (10.0 FT.) NORTH OF
 BY2111'THE NORTH RAIL OF A SPUR TRACK, 7.5 M. (24.6 FT.) SOUTHEAST OF THE
 BY2111'SOUTHEAST CORNER OF A GABLE TYPE METAL WAREHOUSE.
 BY2111'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 BY2111'THE MARK IS 0.3 M ABOVE THE RAILROAD TRACKS.
 BY2111
 BY2111                          STATION RECOVERY (1990)
 BY2111
 BY2111'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0429 ***********************************************************************
 AX0429  DESIGNATION -  X 850
 AX0429  PID         -  AX0429
 AX0429  STATE/COUNTY-  TX/WHARTON
 AX0429  USGS QUAD   -  NEW TAITON (1981)
 AX0429
 AX0429                         *CURRENT SURVEY CONTROL
 AX0429  ___________________________________________________________________
 AX0429* NAD 83(1986)-  29 22 04.     (N)    096 22 28.     (W)     SCALED    
 AX0429* NAVD 88     -        44.89   (+/-2cm)     147.3    (feet)  VERTCON   
 AX0429  ___________________________________________________________________
 AX0429  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0429
 AX0429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0429
 AX0429.The horizontal coordinates were scaled from a topographic map and have
 AX0429.an estimated accuracy of +/- 6 seconds.
 AX0429
 AX0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0429.The vertical order pertains to the NGVD 29 superseded value.
 AX0429
 AX0429.The geoid height was determined by GEOID03.
 AX0429
 AX0429;                    North         East    Units  Estimated Accuracy
 AX0429;SPC TXSC     - 4,172,920.      854,860.      MT  (+/- 180 meters Scaled)
 AX0429
 AX0429                          SUPERSEDED SURVEY CONTROL
 AX0429
 AX0429  NGVD 29 (??/??/92)   44.891  (m)          147.28   (f) ADJ UNCH    2 0
 AX0429
 AX0429.Superseded values are not recommended for survey control.
 AX0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0429.See file dsdata.txt to determine how the superseded data were derived.
 AX0429
 AX0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT548515(NAD 83)
 AX0429_MARKER: DB = BENCH MARK DISK
 AX0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0429_STAMPING: X-850 1943
 AX0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0429+STABILITY: SURFACE MOTION
 AX0429
 AX0429  HISTORY     - Date     Condition        Report By
 AX0429  HISTORY     - 1943     MONUMENTED       CGS
 AX0429
 AX0429                          STATION DESCRIPTION
 AX0429
 AX0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0429'5.3 MI SE FROM GARWOOD.
 AX0429'5.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT
 AX0429'GARWOOD, SET AT A T ROAD, 55 FEET SOUTHWEST OF THE CENTER-LINE OF THE
 AX0429'HIGHWAY, 17 FEET SOUTHEAST OF THE CENTER-LINE OF THE PRIVATE ROAD
 AX0429'LEADING SOUTHWEST TO THE FARM HOUSE, 12.4 FEET SOUTHEAST OF THE
 AX0429'SOUTHEAST GATE POST, 1.2 FEET SOUTHWEST OF THE FENCE, 1.7 FEET
 AX0429'NORTHWEST OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A
 AX0429'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0717 ***********************************************************************
 AX0717  DESIGNATION -  X 852
 AX0717  PID         -  AX0717
 AX0717  STATE/COUNTY-  TX/JACKSON
 AX0717  USGS QUAD   -  GANADO NE (1981)
 AX0717
 AX0717                         *CURRENT SURVEY CONTROL
 AX0717  ___________________________________________________________________
 AX0717* NAD 83(1986)-  29 09 19.     (N)    096 31 55.     (W)     SCALED    
 AX0717* NAVD 88     -        28.28   (+/-2cm)      92.8    (feet)  VERTCON   
 AX0717  ___________________________________________________________________
 AX0717  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0717
 AX0717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0717
 AX0717.The horizontal coordinates were scaled from a topographic map and have
 AX0717.an estimated accuracy of +/- 6 seconds.
 AX0717
 AX0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0717.The vertical order pertains to the NGVD 29 superseded value.
 AX0717
 AX0717.The geoid height was determined by GEOID03.
 AX0717
 AX0717;                    North         East    Units  Estimated Accuracy
 AX0717;SPC TXSC     - 4,149,040.      840,080.      MT  (+/- 180 meters Scaled)
 AX0717
 AX0717                          SUPERSEDED SURVEY CONTROL
 AX0717
 AX0717  NGVD 29 (??/??/92)   28.289  (m)           92.81   (f) ADJ UNCH    2 0
 AX0717
 AX0717.Superseded values are not recommended for survey control.
 AX0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0717.See file dsdata.txt to determine how the superseded data were derived.
 AX0717
 AX0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT400277(NAD 83)
 AX0717_MARKER: DB = BENCH MARK DISK
 AX0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0717_STAMPING: X 852 1943
 AX0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0717+STABILITY: SURFACE MOTION
 AX0717
 AX0717  HISTORY     - Date     Condition        Report By
 AX0717  HISTORY     - 1943     MONUMENTED       CGS
 AX0717  HISTORY     - 1972     GOOD             NGS
 AX0717
 AX0717                          STATION DESCRIPTION
 AX0717
 AX0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0717'8.65 MI N FROM GANADO.
 AX0717'ABOUT 8.65 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0717'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, AT THE JUNCTION OF THE ROAD
 AX0717'AND A GRAVELED ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 AX0717'ROAD AND ABOUT ON THE EXTENDED CENTER LINE OF THE NORTH-SOUTH ROAD,
 AX0717'114 FEET WEST OF A METAL PIPE WHICH IS A WARNING FOR AN UNDERGROUND
 AX0717'PIPELINE, 59 FEET NORTHEAST AND ACROSS THE EASTWEST ROAD FROM A CORNER
 AX0717'FENCE POST, 29.0 FEET EAST OF A METAL POST WHICH BEARS A SIGN FOR AN
 AX0717'UNDERGROUND TELEPHONE CABLE, 1.0 FOOT WEST OF A METAL WITNESS POST,
 AX0717'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 AX0717'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND. NOTE--
 AX0717'THE MARK IS LOCATED AT THE JACKSON-WHARTON COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0900 ***********************************************************************
 AX0900  DESIGNATION -  X 853 RESET 1972
 AX0900  PID         -  AX0900
 AX0900  STATE/COUNTY-  TX/JACKSON
 AX0900  USGS QUAD   -  CORDELE (1981)
 AX0900
 AX0900                         *CURRENT SURVEY CONTROL
 AX0900  ___________________________________________________________________
 AX0900* NAD 83(1986)-  29 08 58.     (N)    096 40 03.     (W)     SCALED    
 AX0900* NAVD 88     -        33.10   (+/-2cm)     108.6    (feet)  VERTCON   
 AX0900  ___________________________________________________________________
 AX0900  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0900
 AX0900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0900
 AX0900.The horizontal coordinates were scaled from a topographic map and have
 AX0900.an estimated accuracy of +/- 6 seconds.
 AX0900
 AX0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0900.The vertical order pertains to the NGVD 29 superseded value.
 AX0900
 AX0900.The geoid height was determined by GEOID03.
 AX0900
 AX0900;                    North         East    Units  Estimated Accuracy
 AX0900;SPC TXSC     - 4,148,120.      826,900.      MT  (+/- 180 meters Scaled)
 AX0900
 AX0900                          SUPERSEDED SURVEY CONTROL
 AX0900
 AX0900  NGVD 29 (??/??/92)   33.113  (m)          108.64   (f) ADJ UNCH    2 0
 AX0900
 AX0900.Superseded values are not recommended for survey control.
 AX0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0900.See file dsdata.txt to determine how the superseded data were derived.
 AX0900
 AX0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT268267(NAD 83)
 AX0900_MARKER: DB = BENCH MARK DISK
 AX0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0900_STAMPING: X 853 1943 RESET 1972
 AX0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0900+STABILITY: SURFACE MOTION
 AX0900
 AX0900  HISTORY     - Date     Condition        Report By
 AX0900  HISTORY     - 1972     MONUMENTED       NGS
 AX0900
 AX0900                          STATION DESCRIPTION
 AX0900
 AX0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0900'3 MI NW FROM CORDELE.
 AX0900'ABOUT 1.0 MILE WEST ALONG THE CORDELE ROAD FROM THE METHODIST CHURCH
 AX0900'AT CORDELE, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 AX0900'WEST ALONG A GRAVEL ROAD, AT THE INTERSECTION OF A NORTH-SOUTH FARM
 AX0900'ROAD, 52.6 FEET NORTHEAST OF AND ACROSS THE GRAVEL ROAD FROM BENCH
 AX0900'MARK C 1193 DESCRIBED, 26 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 AX0900'ROAD, 14 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 6 FEET
 AX0900'SOUTHEAST OF A FENCE CORNER, 4.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE
 AX0900'LINE, 1.8 FEET WEST OF A METAL WITNESS POST, 1/2 FOOT BELOW THE LEVEL
 AX0900'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL
 AX0900'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0743 ***********************************************************************
 AX0743  DESIGNATION -  X 854
 AX0743  PID         -  AX0743
 AX0743  STATE/COUNTY-  TX/LAVACA
 AX0743  USGS QUAD   -  SHERIDAN (1981)
 AX0743
 AX0743                         *CURRENT SURVEY CONTROL
 AX0743  ___________________________________________________________________
 AX0743* NAD 83(1986)-  29 26 11.     (N)    096 40 23.     (W)     SCALED    
 AX0743* NAVD 88     -        69.72   (+/-2cm)     228.7    (feet)  VERTCON   
 AX0743  ___________________________________________________________________
 AX0743  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0743
 AX0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0743
 AX0743.The horizontal coordinates were scaled from a topographic map and have
 AX0743.an estimated accuracy of +/- 6 seconds.
 AX0743
 AX0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0743.The vertical order pertains to the NGVD 29 superseded value.
 AX0743
 AX0743.The geoid height was determined by GEOID03.
 AX0743
 AX0743;                    North         East    Units  Estimated Accuracy
 AX0743;SPC TXSC     - 4,179,910.      825,730.      MT  (+/- 180 meters Scaled)
 AX0743
 AX0743                          SUPERSEDED SURVEY CONTROL
 AX0743
 AX0743  NGVD 29 (??/??/92)   69.710  (m)          228.71   (f) ADJ UNCH    2 0
 AX0743
 AX0743.Superseded values are not recommended for survey control.
 AX0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0743.See file dsdata.txt to determine how the superseded data were derived.
 AX0743
 AX0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT257585(NAD 83)
 AX0743_MARKER: DB = BENCH MARK DISK
 AX0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0743_STAMPING: X 854 1943
 AX0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0743+STABILITY: SURFACE MOTION
 AX0743
 AX0743  HISTORY     - Date     Condition        Report By
 AX0743  HISTORY     - 1943     MONUMENTED       CGS
 AX0743
 AX0743                          STATION DESCRIPTION
 AX0743
 AX0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0743'3 9 MI S FROM SHERIDAN.
 AX0743'3.9 MI.S.ALONG THE SHELL OIL CO.ROAD FROM THE P.O.AT SHERIDAN SET AT A
 AX0743'CATTLE RUARD,26 FEET E.OF THE CENTERLINE OF THE ROAD, 17.7 FT. E.OF
 AX0743'THE E.END OF THE GUARD, 1.4 FEET S.OF THE FENCE,1.8 FEET W.OF THE
 AX0743'REFERENCE POST.  PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1895 ***********************************************************************
 AX1895  DESIGNATION -  X 855 RESET 1971
 AX1895  PID         -  AX1895
 AX1895  STATE/COUNTY-  TX/KARNES
 AX1895  USGS QUAD   -  ECLETO (1987)
 AX1895
 AX1895                         *CURRENT SURVEY CONTROL
 AX1895  ___________________________________________________________________
 AX1895* NAD 83(1986)-  29 01 38.     (N)    097 48 44.     (W)     SCALED    
 AX1895* NAVD 88     -       102.24   (+/-2cm)     335.4    (feet)  VERTCON   
 AX1895  ___________________________________________________________________
 AX1895  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AX1895
 AX1895  VERT ORDER  -  THIRD (See Below)
 AX1895
 AX1895.The horizontal coordinates were scaled from a topographic map and have
 AX1895.an estimated accuracy of +/- 6 seconds.
 AX1895
 AX1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1895.The vertical order pertains to the NGVD 29 superseded value.
 AX1895
 AX1895.The geoid height was determined by GEOID03.
 AX1895
 AX1895;                    North         East    Units  Estimated Accuracy
 AX1895;SPC TXSC     - 4,132,900.      715,690.      MT  (+/- 180 meters Scaled)
 AX1895
 AX1895                          SUPERSEDED SURVEY CONTROL
 AX1895
 AX1895  NGVD 29 (01/29/03)  102.21   (m)          335.3    (f) RESET       3  
 AX1895
 AX1895.Superseded values are not recommended for survey control.
 AX1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1895.See file dsdata.txt to determine how the superseded data were derived.
 AX1895
 AX1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT156115(NAD 83)
 AX1895_MARKER: DB = BENCH MARK DISK
 AX1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1895_STAMPING: X 855 RESET 1971
 AX1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1895+STABILITY: SURFACE MOTION
 AX1895
 AX1895  HISTORY     - Date     Condition        Report By
 AX1895  HISTORY     - 1971     MONUMENTED       TXHD
 AX1895  HISTORY     - 1972     GOOD             TXHD
 AX1895  HISTORY     - 20050405 POOR             USPSQD
 AX1895
 AX1895                          STATION DESCRIPTION
 AX1895
 AX1895'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1895'5.2 MI N FROM HELENA.
 AX1895'ABOUT 5.2 MILES NORTH ALONG STATE HIGHWAY 80 FROM FOUR CORNERS AT
 AX1895'HELENA KARNES COUNTY, IN THE N.W. CORNER OF N. HDWL., OF A METAL PIPE
 AX1895'CULVERT 44.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND ONE FOOT
 AX1895'BELOW THE HIGHWAY.
 AX1895
 AX1895                          STATION RECOVERY (2005)
 AX1895
 AX1895'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1895'DISC MISSING, STEM VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1935 ***********************************************************************
 AX1935  DESIGNATION -  X 856
 AX1935  PID         -  AX1935
 AX1935  STATE/COUNTY-  TX/KARNES
 AX1935  USGS QUAD   -  ECLETO (1987)
 AX1935
 AX1935                         *CURRENT SURVEY CONTROL
 AX1935  ___________________________________________________________________
 AX1935* NAD 83(1986)-  29 06 14.     (N)    097 51 25.     (W)     SCALED    
 AX1935* NAVD 88     -       109.67   (+/-2cm)     359.8    (feet)  VERTCON   
 AX1935  ___________________________________________________________________
 AX1935  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX1935
 AX1935  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1935
 AX1935.The horizontal coordinates were scaled from a topographic map and have
 AX1935.an estimated accuracy of +/- 6 seconds.
 AX1935
 AX1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1935.The vertical order pertains to the NGVD 29 superseded value.
 AX1935
 AX1935.The geoid height was determined by GEOID03.
 AX1935
 AX1935;                    North         East    Units  Estimated Accuracy
 AX1935;SPC TXSC     - 4,141,360.      711,250.      MT  (+/- 180 meters Scaled)
 AX1935
 AX1935                          SUPERSEDED SURVEY CONTROL
 AX1935
 AX1935  NGVD 29 (??/??/92)  109.621  (m)          359.65   (f) ADJ UNCH    2 0
 AX1935
 AX1935.Superseded values are not recommended for survey control.
 AX1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1935.See file dsdata.txt to determine how the superseded data were derived.
 AX1935
 AX1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT112200(NAD 83)
 AX1935_MARKER: DB = BENCH MARK DISK
 AX1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1935_STAMPING: X 856 1943
 AX1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1935+STABILITY: SURFACE MOTION
 AX1935
 AX1935  HISTORY     - Date     Condition        Report By
 AX1935  HISTORY     - 1943     MONUMENTED       CGS
 AX1935  HISTORY     - 20050405 MARK NOT FOUND   USPSQD
 AX1935
 AX1935                          STATION DESCRIPTION
 AX1935
 AX1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1935'1.0 MI SW FROM HYATT SCHOOL NO. 1.
 AX1935'TO REACH FROM THE HYATT SCHOOL NO. 1 (4.6 MILES SOUTHWEST OF THE POST
 AX1935'OFFICE AT GILLETT), PROCEED 1.0 MILE SOUTHWESTERLY ALONG A DIRT ROAD
 AX1935'TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE SOUTHWEST OF A 16.0
 AX1935'FOOT WOODEN BRIDGE IN THE ROAD.  IT IS 28.3 FEET SOUTHEAST OF AND
 AX1935'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 14.2 FEET
 AX1935'SOUTHWEST OF A 1.0 FOOT MESQUOTE TREE AND 3.0 FEET NORTHEAST OF A 4X4
 AX1935'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1935
 AX1935                          STATION RECOVERY (2005)
 AX1935
 AX1935'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1935'AREA BULLDOZED FOR NEW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1956 ***********************************************************************
 AX1956  DESIGNATION -  X 857
 AX1956  PID         -  AX1956
 AX1956  STATE/COUNTY-  TX/DE WITT
 AX1956  USGS QUAD   -  NEW DAVY (1987)
 AX1956
 AX1956                         *CURRENT SURVEY CONTROL
 AX1956  ___________________________________________________________________
 AX1956* NAD 83(1986)-  29 02 31.     (N)    097 34 59.     (W)     SCALED    
 AX1956* NAVD 88     -       111.77   (+/-2cm)     366.7    (feet)  VERTCON   
 AX1956  ___________________________________________________________________
 AX1956  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AX1956
 AX1956  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1956
 AX1956.The horizontal coordinates were scaled from a topographic map and have
 AX1956.an estimated accuracy of +/- 6 seconds.
 AX1956
 AX1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1956.The vertical order pertains to the NGVD 29 superseded value.
 AX1956
 AX1956.The geoid height was determined by GEOID03.
 AX1956
 AX1956;                    North         East    Units  Estimated Accuracy
 AX1956;SPC TXSC     - 4,134,780.      737,990.      MT  (+/- 180 meters Scaled)
 AX1956
 AX1956                          SUPERSEDED SURVEY CONTROL
 AX1956
 AX1956  NGVD 29 (??/??/92)  111.755  (m)          366.65   (f) ADJ UNCH    2 0
 AX1956
 AX1956.Superseded values are not recommended for survey control.
 AX1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1956.See file dsdata.txt to determine how the superseded data were derived.
 AX1956
 AX1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT379134(NAD 83)
 AX1956_MARKER: DB = BENCH MARK DISK
 AX1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1956_STAMPING: X 857 1943
 AX1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1956+STABILITY: SURFACE MOTION
 AX1956
 AX1956  HISTORY     - Date     Condition        Report By
 AX1956  HISTORY     - 1943     MONUMENTED       CGS
 AX1956
 AX1956                          STATION DESCRIPTION
 AX1956
 AX1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1956'2.15 MI SE FROM DAVY.
 AX1956'TO REACH FROM THE SCHOOL BUILDING AT DAVY, PROCEED 2.15 MILES
 AX1956'SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK. BENCH
 AX1956'MARK IS 0.15 MILE SOUTHEAST OF A LARGE WOODEN BRIDGE OVER A CREEK. IT
 AX1956'IS 37.5 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1956'CENTERLINE OF THE HIGHWAY, 3.1 FEET SOUTHEAST OF A 4X4 INCH WHITE
 AX1956'WOODEN MARKER POST AND 1.5 FOOT NORTHEAST OF THE NORTHEAST
 AX1956'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1642 ***********************************************************************
 AN1642  DESIGNATION -  X 858
 AN1642  PID         -  AN1642
 AN1642  STATE/COUNTY-  TX/KARNES
 AN1642  USGS QUAD   -  HELENA (1987)
 AN1642
 AN1642                         *CURRENT SURVEY CONTROL
 AN1642  ___________________________________________________________________
 AN1642* NAD 83(1986)-  28 57 17.     (N)    097 48 55.     (W)     SCALED    
 AN1642* NAVD 88     -        93.18   (+/-2cm)     305.7    (feet)  VERTCON   
 AN1642  ___________________________________________________________________
 AN1642  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AN1642
 AN1642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1642
 AN1642.The horizontal coordinates were scaled from a topographic map and have
 AN1642.an estimated accuracy of +/- 6 seconds.
 AN1642
 AN1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1642.The vertical order pertains to the NGVD 29 superseded value.
 AN1642
 AN1642.The geoid height was determined by GEOID03.
 AN1642
 AN1642;                    North         East    Units  Estimated Accuracy
 AN1642;SPC TXSC     - 4,124,870.      715,470.      MT  (+/- 180 meters Scaled)
 AN1642
 AN1642                          SUPERSEDED SURVEY CONTROL
 AN1642
 AN1642  NGVD 29 (??/??/92)   93.153  (m)          305.62   (f) ADJ UNCH    2 0
 AN1642
 AN1642.Superseded values are not recommended for survey control.
 AN1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1642.See file dsdata.txt to determine how the superseded data were derived.
 AN1642
 AN1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT154035(NAD 83)
 AN1642_MARKER: DB = BENCH MARK DISK
 AN1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1642_STAMPING: X 858 1943
 AN1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1642+STABILITY: SURFACE MOTION
 AN1642
 AN1642  HISTORY     - Date     Condition        Report By
 AN1642  HISTORY     - 1943     MONUMENTED       CGS
 AN1642
 AN1642                          STATION DESCRIPTION
 AN1642
 AN1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1642'0.3 MI SE FROM HELENA.
 AN1642'ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE FOUR CORNERS AT
 AN1642'HELENA, KARNES COUNTY, THENCE ABOUT 0.4 MILE NORTHEAST ALONG A DIRT
 AN1642'ROAD.  ABOUT 0.15 MILE SOUTHWEST OF THE NORTHWEST END OF A DOUBLE TURN
 AN1642'IN THE ROAD, 14.5 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4.3
 AN1642'FEET SOUTHWEST OF A T-CORNER FENCE POST, 2.4 FEET NORTHEAST OF A WHITE
 AN1642'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK,
 AN1642'STAMPED X 858 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1642'ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1971 ***********************************************************************
 AX1971  DESIGNATION -  X 859
 AX1971  PID         -  AX1971
 AX1971  STATE/COUNTY-  TX/GONZALES
 AX1971  USGS QUAD   -  SAMPLE (1987)
 AX1971
 AX1971                         *CURRENT SURVEY CONTROL
 AX1971  ___________________________________________________________________
 AX1971* NAD 83(1986)-  29 09 00.     (N)    097 33 11.     (W)     SCALED    
 AX1971* NAVD 88     -        97.39   (+/-2cm)     319.5    (feet)  VERTCON   
 AX1971  ___________________________________________________________________
 AX1971  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX1971
 AX1971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1971
 AX1971.The horizontal coordinates were scaled from a topographic map and have
 AX1971.an estimated accuracy of +/- 6 seconds.
 AX1971
 AX1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1971.The vertical order pertains to the NGVD 29 superseded value.
 AX1971
 AX1971.The geoid height was determined by GEOID03.
 AX1971
 AX1971;                    North         East    Units  Estimated Accuracy
 AX1971;SPC TXSC     - 4,146,790.      740,760.      MT  (+/- 180 meters Scaled)
 AX1971
 AX1971                          SUPERSEDED SURVEY CONTROL
 AX1971
 AX1971  NGVD 29 (??/??/92)   97.375  (m)          319.47   (f) ADJ UNCH    2 0
 AX1971
 AX1971.Superseded values are not recommended for survey control.
 AX1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1971.See file dsdata.txt to determine how the superseded data were derived.
 AX1971
 AX1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT407254(NAD 83)
 AX1971_MARKER: DB = BENCH MARK DISK
 AX1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1971_STAMPING: X 859 1943
 AX1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1971+STABILITY: SURFACE MOTION
 AX1971
 AX1971  HISTORY     - Date     Condition        Report By
 AX1971  HISTORY     - 1943     MONUMENTED       CGS
 AX1971
 AX1971                          STATION DESCRIPTION
 AX1971
 AX1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1971'3.0 MI NE FROM NOPAL.
 AX1971'TO REACH FROM THE POST OFFICE AT NOPAL, PROCEED 3.0 MILES
 AX1971'NORTHEASTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1971'0.15 MILE NORTHWEST OF THE SOUTHEAST END OF A DOUBLE TURN IN THE ROAD.
 AX1971'IT IS 24.3 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AX1971'OF THE ROAD, 15.0 FEET NORTHEAST OF THE CENTERLINE OF A 2.0 FOOT
 AX1971'MESQUITE TREE, 8.0 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE
 AX1971'AND 2.7 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1971'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1392 ***********************************************************************
 BY1392  DESIGNATION -  X 86
 BY1392  PID         -  BY1392
 BY1392  STATE/COUNTY-  TX/HOUSTON
 BY1392  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1392
 BY1392                         *CURRENT SURVEY CONTROL
 BY1392  ___________________________________________________________________
 BY1392* NAD 83(1986)-  31 07 26.     (N)    095 26 44.     (W)     SCALED    
 BY1392* NAVD 88     -        89.086  (meters)     292.28   (feet)  ADJUSTED  
 BY1392  ___________________________________________________________________
 BY1392  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1392  DYNAMIC HT  -          88.973 (meters)     291.91  (feet)  COMP
 BY1392  MODELED GRAV-     979,376.3   (mgal)                       NAVD 88
 BY1392
 BY1392  VERT ORDER  -  FIRST     CLASS II
 BY1392
 BY1392.The horizontal coordinates were scaled from a topographic map and have
 BY1392.an estimated accuracy of +/- 6 seconds.
 BY1392
 BY1392.The orthometric height was determined by differential leveling
 BY1392.and adjusted by the National Geodetic Survey in June 1991..
 BY1392
 BY1392.The geoid height was determined by GEOID03.
 BY1392
 BY1392.The dynamic height is computed by dividing the NAVD 88
 BY1392.geopotential number by the normal gravity value computed on the
 BY1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1392.degrees latitude (g = 980.6199 gals.).
 BY1392
 BY1392.The modeled gravity was interpolated from observed gravity values.
 BY1392
 BY1392;                    North         East    Units  Estimated Accuracy
 BY1392;SPC TX C     - 3,171,780.    1,166,000.      MT  (+/- 180 meters Scaled)
 BY1392
 BY1392                          SUPERSEDED SURVEY CONTROL
 BY1392
 BY1392  NGVD 29 (??/??/92)   89.098  (m)          292.32   (f) ADJ UNCH    1 2
 BY1392
 BY1392.Superseded values are not recommended for survey control.
 BY1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1392.See file dsdata.txt to determine how the superseded data were derived.
 BY1392
 BY1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ668459(NAD 83)
 BY1392_MARKER: DB = BENCH MARK DISK
 BY1392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1392_SP_SET: CULVERT
 BY1392_STAMPING: X 86 1932 292.434
 BY1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1392
 BY1392  HISTORY     - Date     Condition        Report By
 BY1392  HISTORY     - 1932     MONUMENTED       CGS
 BY1392  HISTORY     - 1960     GOOD             NGS
 BY1392  HISTORY     - 1980     GOOD             NGS
 BY1392
 BY1392                          STATION DESCRIPTION
 BY1392
 BY1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1392'IN LOVELADY.
 BY1392'AT LOVELADY, ABOUT 0.2 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 BY1392'FROM THE STATION, 1 POLE SOUTH OF MILEPOST 51/10, IN THE CENTER OF THE
 BY1392'TOP OF THE WEST CONCRETE HEADWALL OF A DOUBLE CHANNEL PIPE CULVERT, 14
 BY1392'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK AND ABOUT 5 FEET BELOW
 BY1392'THE LEVEL OF THE TRACK.
 BY1392
 BY1392                          STATION RECOVERY (1980)
 BY1392
 BY1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1392'0.25 KM. (0.15 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY1392'FARM ROADS 1280 AND 230 IN LOVELADY, 4.3 M. (14.0 FT.) WEST OF THE
 BY1392'WEST RAIL OF THE MAIN TRACK OF THE MISSOURI PACIFIC RAILROAD, ONE POLE
 BY1392'SOUTH OF MILEPOLE 51, IN THE TOP AND CENTER OF THE WEST CONCRETE
 BY1392'HEADWALL OF A DOUBLE-CHANNEL PIPE CULVERT UNDER THE MAIN RAILROAD.
 BY1392'THE MARK IS 1.5 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0931 ***********************************************************************
 AN0931  DESIGNATION -  X 861
 AN0931  PID         -  AN0931
 AN0931  STATE/COUNTY-  TX/GOLIAD
 AN0931  USGS QUAD   -  HENSLEY LAKE (1987)
 AN0931
 AN0931                         *CURRENT SURVEY CONTROL
 AN0931  ___________________________________________________________________
 AN0931* NAD 83(1986)-  28 37 46.     (N)    097 21 19.     (W)     SCALED    
 AN0931* NAVD 88     -        49.59   (+/-2cm)     162.7    (feet)  VERTCON   
 AN0931  ___________________________________________________________________
 AN0931  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0931
 AN0931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0931
 AN0931.The horizontal coordinates were scaled from a topographic map and have
 AN0931.an estimated accuracy of +/- 6 seconds.
 AN0931
 AN0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0931.The vertical order pertains to the NGVD 29 superseded value.
 AN0931
 AN0931.The geoid height was determined by GEOID03.
 AN0931
 AN0931;                    North         East    Units  Estimated Accuracy
 AN0931;SPC TXSC     - 4,089,360.      760,810.      MT  (+/- 180 meters Scaled)
 AN0931
 AN0931                          SUPERSEDED SURVEY CONTROL
 AN0931
 AN0931  NGVD 29 (??/??/92)   49.663  (m)          162.94   (f) ADJ UNCH    2 0
 AN0931
 AN0931.Superseded values are not recommended for survey control.
 AN0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0931.See file dsdata.txt to determine how the superseded data were derived.
 AN0931
 AN0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS607680(NAD 83)
 AN0931_MARKER: DB = BENCH MARK DISK
 AN0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0931_STAMPING: X 861 1943
 AN0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0931+STABILITY: SURFACE MOTION
 AN0931
 AN0931  HISTORY     - Date     Condition        Report By
 AN0931  HISTORY     - 1943     MONUMENTED       CGS
 AN0931  HISTORY     - 1969     GOOD             NGS
 AN0931  HISTORY     - 1990     GOOD             USPSQD
 AN0931
 AN0931                          STATION DESCRIPTION
 AN0931
 AN0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AN0931'4.4 MI SE FROM GOLIAD.
 AN0931'DUE TO ROAD IMPROVEMENTS A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--
 AN0931'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 183, ALT. 77 FROM THE
 AN0931'JUNCTION OF U.S. HIGHWAYS 183, ALT. 77 AND 59 IN GOLIAD, THENCE 1.7
 AN0931'MILES EAST ALONG STATE HIGHWAY 239 TO SITE OF BENCH MARK, 58.5 FEET
 AN0931'NORTH OF CENTER LINE OF HIGHWAY, 25.2 FEET WEST OF A POWER LINE POLE,
 AN0931'1.5 FEET SOUTH OF A T-FENCE CORNER AND IN LINE WITH A NORTH-SOUTH
 AN0931'FENCE, 2 FEET SOUTHEAST OF A METAL WITNESS POST, AND AT HIGHWAY
 AN0931'DEPARTMENT STATION 94 + 41.  A C AND GS BENCH MARK DISK SET IN A
 AN0931'7-INCH SQUARE CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 AN0931
 AN0931                          STATION RECOVERY (1990)
 AN0931
 AN0931'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0907 ***********************************************************************
 AN0907  DESIGNATION -  X 862
 AN0907  PID         -  AN0907
 AN0907  STATE/COUNTY-  TX/VICTORIA
 AN0907  USGS QUAD   -  LOTT LAKE (1987)
 AN0907
 AN0907                         *CURRENT SURVEY CONTROL
 AN0907  ___________________________________________________________________
 AN0907* NAD 83(1986)-  28 33 28.     (N)    097 09 26.     (W)     SCALED    
 AN0907* NAVD 88     -        18.81   (+/-2cm)      61.7    (feet)  VERTCON   
 AN0907  ___________________________________________________________________
 AN0907  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0907
 AN0907  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0907
 AN0907.The horizontal coordinates were scaled from a topographic map and have
 AN0907.an estimated accuracy of +/- 6 seconds.
 AN0907
 AN0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0907.The vertical order pertains to the NGVD 29 superseded value.
 AN0907
 AN0907.The geoid height was determined by GEOID03.
 AN0907
 AN0907;                    North         East    Units  Estimated Accuracy
 AN0907;SPC TXSC     - 4,081,710.      780,300.      MT  (+/- 180 meters Scaled)
 AN0907
 AN0907                          SUPERSEDED SURVEY CONTROL
 AN0907
 AN0907  NGVD 29 (??/??/92)   18.938  (m)           62.13   (f) ADJ UNCH    2 0
 AN0907
 AN0907.Superseded values are not recommended for survey control.
 AN0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0907.See file dsdata.txt to determine how the superseded data were derived.
 AN0907
 AN0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS802603(NAD 83)
 AN0907_MARKER: DB = BENCH MARK DISK
 AN0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0907_STAMPING: X 862 1943
 AN0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0907+STABILITY: SURFACE MOTION
 AN0907
 AN0907  HISTORY     - Date     Condition        Report By
 AN0907  HISTORY     - 1943     MONUMENTED       CGS
 AN0907  HISTORY     - 1962     GOOD             USGS
 AN0907
 AN0907                          STATION DESCRIPTION
 AN0907
 AN0907'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AN0907'10.3 MI W FROM MCFADDIN.
 AN0907'MC FADDIN DEPOT 1.9 MI. W. ALONG FARM ROAD 445 TO U. S. HWY. 77 AND
 AN0907'SAN ANTONIO RIVER ROAD.  THENCE W. 5.7 MI. ALONG SAN ANTONIO RIVER
 AN0907'ROAD TO DIRT Y RD. SW.  THENCE SW 3.4 MI. ON DIRT ROAD PAST O. C.
 AN0907'MATTHEWS HOUSE TO OLD RIVER BRIDGE.  THENCE ON DIM TRAIL UP NE BANK OF
 AN0907'RIVER FOR 0.4 MI. TO NE FENCE LINE.  THENCE NW ALONG FENCE LINE FOR
 AN0907'0.5 MI. TO WOODEN GATE IN FENCE.  1195 FT. SSW OF GATE IN FENCE. 500
 AN0907'FT. SE OF A SMALL SLOUGH CROSSING FENCE.  A STANDARD TABLET SET IN TOP
 AN0907'OF CONCRETE POST PROJECT 0.6 FT. ABOVE GROUND.  STAMPED X 862 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1507 ***********************************************************************
 AN1507  DESIGNATION -  X 863
 AN1507  PID         -  AN1507
 AN1507  STATE/COUNTY-  TX/SAN PATRICIO
 AN1507  USGS QUAD   -  SINTON WEST (1979)
 AN1507
 AN1507                         *CURRENT SURVEY CONTROL
 AN1507  ___________________________________________________________________
 AN1507* NAD 83(1986)-  28 05 35.     (N)    097 32 58.     (W)     SCALED    
 AN1507* NAVD 88     -        23.68   (+/-2cm)      77.7    (feet)  VERTCON   
 AN1507  ___________________________________________________________________
 AN1507  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1507
 AN1507  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1507
 AN1507.The horizontal coordinates were scaled from a topographic map and have
 AN1507.an estimated accuracy of +/- 6 seconds.
 AN1507
 AN1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1507.The vertical order pertains to the NGVD 29 superseded value.
 AN1507
 AN1507.The geoid height was determined by GEOID03.
 AN1507
 AN1507;                    North         East    Units  Estimated Accuracy
 AN1507;SPC TX S     - 5,269,190.      393,420.      MT  (+/- 180 meters Scaled)
 AN1507
 AN1507                          SUPERSEDED SURVEY CONTROL
 AN1507
 AN1507  NGVD 29 (??/??/92)   23.819  (m)           78.15   (f) ADJ UNCH    1 2
 AN1507
 AN1507.Superseded values are not recommended for survey control.
 AN1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1507.See file dsdata.txt to determine how the superseded data were derived.
 AN1507
 AN1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS425083(NAD 83)
 AN1507_MARKER: DB = BENCH MARK DISK
 AN1507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1507_SP_SET: BRIDGE
 AN1507_STAMPING: X-863 1943
 AN1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1507
 AN1507  HISTORY     - Date     Condition        Report By
 AN1507  HISTORY     - 1943     MONUMENTED       CGS
 AN1507  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1507  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1507
 AN1507                          STATION DESCRIPTION
 AN1507
 AN1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1507'4.5 MI NW FROM SINTON.
 AN1507'4.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1507'STATION AT SINTON, ABOUT 2 1/2 RAILS SOUTHEAST OF MILEPOST NO. 118, ON
 AN1507'THE SOUTHWEST SIDE OF TRACK FROM RAILROAD BRIDGE NO. 118.07, SET IN
 AN1507'THE NORTHWEST CORNER OF THE NORTHEAST WALL OF HIGHWAY BRIDGE, 10.3
 AN1507'FEET NORTHEAST OF THE CENTER-LINE OF U.S. HIGHWAY NO. 181, 2.2 FEET
 AN1507'SOUTHEAST OF THE NORTHWEST END OF THE WALL.  BENCH MARK DISK.
 AN1507
 AN1507                          STATION RECOVERY (1981)
 AN1507
 AN1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1507'SEARCHED FOR, NOT RECOVERED.
 AN1507
 AN1507                          STATION RECOVERY (1996)
 AN1507
 AN1507'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1446 ***********************************************************************
 AN1446  DESIGNATION -  X 864
 AN1446  PID         -  AN1446
 AN1446  STATE/COUNTY-  TX/REFUGIO
 AN1446  USGS QUAD   -  REFUGIO (1979)
 AN1446
 AN1446                         *CURRENT SURVEY CONTROL
 AN1446  ___________________________________________________________________
 AN1446* NAD 83(1986)-  28 16 13.     (N)    097 21 27.     (W)     SCALED    
 AN1446* NAVD 88     -        16.29   (+/-2cm)      53.4    (feet)  VERTCON   
 AN1446  ___________________________________________________________________
 AN1446  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1446
 AN1446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1446
 AN1446.The horizontal coordinates were scaled from a topographic map and have
 AN1446.an estimated accuracy of +/- 6 seconds.
 AN1446
 AN1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1446.The vertical order pertains to the NGVD 29 superseded value.
 AN1446
 AN1446.The geoid height was determined by GEOID03.
 AN1446
 AN1446;                    North         East    Units  Estimated Accuracy
 AN1446;SPC TXSC     - 4,049,560.      761,160.      MT  (+/- 180 meters Scaled)
 AN1446
 AN1446                          SUPERSEDED SURVEY CONTROL
 AN1446
 AN1446  NGVD 29 (??/??/92)   16.44   (m)           53.9    (f) COMPUTED    2 0
 AN1446
 AN1446.Superseded values are not recommended for survey control.
 AN1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1446.See file dsdata.txt to determine how the superseded data were derived.
 AN1446
 AN1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS611282(NAD 83)
 AN1446_MARKER: DB = BENCH MARK DISK
 AN1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1446_STAMPING: X 864 1943
 AN1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1446+STABILITY: SURFACE MOTION
 AN1446
 AN1446  HISTORY     - Date     Condition        Report By
 AN1446  HISTORY     - 1943     MONUMENTED       CGS
 AN1446  HISTORY     - 1978     GOOD             NGS
 AN1446  HISTORY     - 19990724 GOOD             USPSQD
 AN1446
 AN1446                          STATION DESCRIPTION
 AN1446
 AN1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1446'2.7 MI NW FROM WOODSBORO.
 AN1446'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE MISSOURI PACIFIC
 AN1446'RAILROAD STATION AT WOODSBORO, REFUGIO COUNTY, THENCE 2.4 MILES
 AN1446'NORTHWEST ALONG A COUNTY ROAD.  52 FEET NORTHEAST OF THE CENTERLINE OF
 AN1446'THE ROAD, 7.2 FEET NORTHWEST OF A NORTHWEST GATEPOST, 0.8 FOOT
 AN1446'NORTHEAST OF A FENCE, AND 1.8 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 AN1446'POST.  A STANDARD DISK, STAMPED X 864 1943 AND SET IN THE TOP OF A
 AN1446'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1446
 AN1446                          STATION RECOVERY (1978)
 AN1446
 AN1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1446'RECOVERED IN GOOD CONDITION.
 AN1446
 AN1446                          STATION RECOVERY (1999)
 AN1446
 AN1446'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4753 ***********************************************************************
 AW4753  DESIGNATION -  X 865
 AW4753  PID         -  AW4753
 AW4753  STATE/COUNTY-  TX/FORT BEND
 AW4753  USGS QUAD   -  SUGAR LAND (1995)
 AW4753
 AW4753                         *CURRENT SURVEY CONTROL
 AW4753  ___________________________________________________________________
 AW4753* NAD 83(1986)-  29 32 23.     (N)    095 43 01.     (W)     SCALED    
 AW4753* NAVD 88     -        26.49   (+/-2cm)      86.9    (feet)  VERTCON   
 AW4753  ___________________________________________________________________
 AW4753  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW4753
 AW4753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4753
 AW4753.The horizontal coordinates were scaled from a topographic map and have
 AW4753.an estimated accuracy of +/- 6 seconds.
 AW4753
 AW4753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4753.The vertical order pertains to the NGVD 29 superseded value.
 AW4753
 AW4753.The geoid height was determined by GEOID03.
 AW4753
 AW4753;                    North         East    Units  Estimated Accuracy
 AW4753;SPC TXSC     - 4,193,580.      918,140.      MT  (+/- 180 meters Scaled)
 AW4753
 AW4753                          SUPERSEDED SURVEY CONTROL
 AW4753
 AW4753  NGVD 29 (??/??/92)   26.484  (m)           86.89   (f) ADJ UNCH    2 0
 AW4753
 AW4753.Superseded values are not recommended for survey control.
 AW4753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4753.See file dsdata.txt to determine how the superseded data were derived.
 AW4753
 AW4753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN367708(NAD 83)
 AW4753_MARKER: DB = BENCH MARK DISK
 AW4753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4753_STAMPING: X 865 1943
 AW4753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4753+STABILITY: SURFACE MOTION
 AW4753
 AW4753  HISTORY     - Date     Condition        Report By
 AW4753  HISTORY     - 1943     MONUMENTED       CGS
 AW4753  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4753
 AW4753                          STATION DESCRIPTION
 AW4753
 AW4753'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4753'0.4 MI W FROM CRABB.
 AW4753'0.4 MILE WEST ALONG THE GULF, COLORADO AND SANT FE RAILWAY FROM THE
 AW4753'STATION AT CRABB, FORT BEND COUNTY, OPPOSITE MILE POLE 59, AT THE
 AW4753'JUNCTION OF A PAVED ROAD PARALLELING THE TRACK AND A PRIVATE ROAD
 AW4753'LEADING NORTH, 60 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 11
 AW4753'FEET EAST OF THE CENTERLINE OF THE PRIVATE ROAD, 6.6 FEET EAST OF THE
 AW4753'EAST GATEPOST, 1.1 FEET SOUTH OF THE FENCE, 1.8 FEET WEST OF A WHITE
 AW4753'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW4753'ABOUT 0.4 FOOT ABOVE GROUND.
 AW4753
 AW4753                          STATION RECOVERY (1993)
 AW4753
 AW4753'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1718 ***********************************************************************
 AX1718  DESIGNATION -  X 866
 AX1718  PID         -  AX1718
 AX1718  STATE/COUNTY-  TX/DE WITT
 AX1718  USGS QUAD   -  TERRYVILLE (1987)
 AX1718
 AX1718                         *CURRENT SURVEY CONTROL
 AX1718  ___________________________________________________________________
 AX1718* NAD 83(1986)-  29 10 17.     (N)    097 06 46.     (W)     SCALED    
 AX1718* NAVD 88     -        63.75   (+/-2cm)     209.2    (feet)  VERTCON   
 AX1718  ___________________________________________________________________
 AX1718  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX1718
 AX1718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1718
 AX1718.The horizontal coordinates were scaled from a topographic map and have
 AX1718.an estimated accuracy of +/- 6 seconds.
 AX1718
 AX1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1718.The vertical order pertains to the NGVD 29 superseded value.
 AX1718
 AX1718.The geoid height was determined by GEOID03.
 AX1718
 AX1718;                    North         East    Units  Estimated Accuracy
 AX1718;SPC TXSC     - 4,149,770.      783,550.      MT  (+/- 180 meters Scaled)
 AX1718
 AX1718                          SUPERSEDED SURVEY CONTROL
 AX1718
 AX1718  NGVD 29 (??/??/92)   63.761  (m)          209.19   (f) ADJ UNCH    2 0
 AX1718
 AX1718.Superseded values are not recommended for survey control.
 AX1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1718.See file dsdata.txt to determine how the superseded data were derived.
 AX1718
 AX1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT835284(NAD 83)
 AX1718_MARKER: DB = BENCH MARK DISK
 AX1718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1718_SP_SET: BRIDGE ABUTMENT
 AX1718_STAMPING: X 866 1943
 AX1718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1718
 AX1718  HISTORY     - Date     Condition        Report By
 AX1718  HISTORY     - 1943     MONUMENTED       CGS
 AX1718  HISTORY     - 1961     GOOD             NGS
 AX1718
 AX1718                          STATION DESCRIPTION
 AX1718
 AX1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1718'8.75 MI SW FROM HOPE.
 AX1718'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 8.75 MILES WESTERLY
 AX1718'ALONG THE HOPE-STRATTON ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1718'ABOUT 1.3 MILES NORTHEAST OF STRATTON, AND 1.0 FEET SOUTHEAST OF AND
 AX1718'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS SET
 AX1718'HORIZONTALLY IN THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A
 AX1718'CONCRETE BRIDGE OVER LITTLE BRUSHY CREEK.
 AX1718
 AX1718                          STATION RECOVERY (1961)
 AX1718
 AX1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AX1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2834 ***********************************************************************
 AX2834  DESIGNATION -  X 866 RESET
 AX2834  PID         -  AX2834
 AX2834  STATE/COUNTY-  TX/DE WITT
 AX2834  USGS QUAD   -  TERRYVILLE (1987)
 AX2834
 AX2834                         *CURRENT SURVEY CONTROL
 AX2834  ___________________________________________________________________
 AX2834* NAD 83(1986)-  29 10 17.     (N)    097 06 46.     (W)     SCALED    
 AX2834* NAVD 88     -        63.69   (+/-2cm)     209.0    (feet)  VERTCON   
 AX2834  ___________________________________________________________________
 AX2834  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX2834
 AX2834  VERT ORDER  -  THIRD (See Below)
 AX2834
 AX2834.The horizontal coordinates were scaled from a topographic map and have
 AX2834.an estimated accuracy of +/- 6 seconds.
 AX2834
 AX2834.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2834.The vertical order pertains to the NGVD 29 superseded value.
 AX2834
 AX2834.The geoid height was determined by GEOID03.
 AX2834
 AX2834;                    North         East    Units  Estimated Accuracy
 AX2834;SPC TXSC     - 4,149,770.      783,550.      MT  (+/- 180 meters Scaled)
 AX2834
 AX2834                          SUPERSEDED SURVEY CONTROL
 AX2834
 AX2834  NGVD 29 (01/29/03)   63.70   (m)          209.0    (f) RESET       3  
 AX2834
 AX2834.Superseded values are not recommended for survey control.
 AX2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2834.See file dsdata.txt to determine how the superseded data were derived.
 AX2834
 AX2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT835284(NAD 83)
 AX2834_MARKER: DV = VERTICAL CONTROL DISK
 AX2834_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AX2834_SP_SET: BRIDGE ABUTMENT
 AX2834_STAMPING: X 866 RESET 1988
 AX2834_MARK LOGO: NGS   
 AX2834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2834
 AX2834  HISTORY     - Date     Condition        Report By
 AX2834  HISTORY     - 1988     MONUMENTED       TXHD
 AX2834
 AX2834                          STATION DESCRIPTION
 AX2834
 AX2834'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1988
 AX2834'2.9 MILES (4.7 KM) SOUTHWEST ALONG THE STRATTON ROAD (FARM TO MARKET
 AX2834'ROAD 682 AND 1447) FROM THE ROAD JUNCTION AT TERRYVILLE, 1.75 MILES
 AX2834'(2.82 KM) SOUTHWEST OF A ROAD JUNCTION, 1.3 MILES (2.1 KM) NORTHEAST
 AX2834'OF THE T-ROAD JUNCTION AT STRATTON, AT A BRIDGE OVER LITTLE BRUSHY
 AX2834'CREEK, IN THE NORTHEAST CORNER OF BRIDGE, 11 FEET (3.4 M) NORTHWEST
 AX2834'OF THE CENTERLINE OF THE ROAD, AND APPROXIMATELY LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0837 ***********************************************************************
 AX0837  DESIGNATION -  X 867
 AX0837  PID         -  AX0837
 AX0837  STATE/COUNTY-  TX/LAVACA
 AX0837  USGS QUAD   -  HOPE (1981)
 AX0837
 AX0837                         *CURRENT SURVEY CONTROL
 AX0837  ___________________________________________________________________
 AX0837* NAD 83(1986)-  29 11 25.     (N)    096 59 24.     (W)     SCALED    
 AX0837* NAVD 88     -        58.85   (+/-2cm)     193.1    (feet)  VERTCON   
 AX0837  ___________________________________________________________________
 AX0837  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0837
 AX0837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0837
 AX0837.The horizontal coordinates were scaled from a topographic map and have
 AX0837.an estimated accuracy of +/- 6 seconds.
 AX0837
 AX0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0837.The vertical order pertains to the NGVD 29 superseded value.
 AX0837
 AX0837.The geoid height was determined by GEOID03.
 AX0837
 AX0837;                    North         East    Units  Estimated Accuracy
 AX0837;SPC TXSC     - 4,152,070.      795,460.      MT  (+/- 180 meters Scaled)
 AX0837
 AX0837                          SUPERSEDED SURVEY CONTROL
 AX0837
 AX0837  NGVD 29 (??/??/92)   58.867  (m)          193.13   (f) ADJ UNCH    2 0
 AX0837
 AX0837.Superseded values are not recommended for survey control.
 AX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0837.See file dsdata.txt to determine how the superseded data were derived.
 AX0837
 AX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT954307(NAD 83)
 AX0837_MARKER: DB = BENCH MARK DISK
 AX0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0837_STAMPING: X 867 1943
 AX0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0837+STABILITY: SURFACE MOTION
 AX0837
 AX0837  HISTORY     - Date     Condition        Report By
 AX0837  HISTORY     - 1943     MONUMENTED       CGS
 AX0837  HISTORY     - 1966     GOOD             USGS
 AX0837  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0837
 AX0837                          STATION DESCRIPTION
 AX0837
 AX0837'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0837'0.9 MI SW FROM HOPE.
 AX0837'0.9 MILES SW ALONG ROADS FROM THE BAPTIST CHURCH AT HOPE, LAVACA
 AX0837'COUNTY TO STATE HWY. 111.  THENCE 1.5 MI. SE ALONG STATE HWY. 111 TO
 AX0837'U.S. 77.  THENCE 0.4 MI. SOUTH ALONG U.S. 77 TO RD. N.W. TO BLDGS.
 AX0837'THENCE 0.3 WEST ALONG FARM ROAD TO A Y ROAD.  36 FT. E OF ABANDONED
 AX0837'ROAD 15.5 EAST OF A FENCE AND A 14 IN. OAK TREE.  0.8 FEET N OF THE
 AX0837'FENCE, 3 FT. EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FT.
 AX0837'ABOVE AN ABONDONED ROAD.  A STANDARD DISK STAMPED X 867 1943 AND SET
 AX0837'IN TOP OF CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
 AX0837
 AX0837                          STATION RECOVERY (1997)
 AX0837
 AX0837'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0775 ***********************************************************************
 AX0775  DESIGNATION -  X 868
 AX0775  PID         -  AX0775
 AX0775  STATE/COUNTY-  TX/LAVACA
 AX0775  USGS QUAD   -  MORALES (1981)
 AX0775
 AX0775                         *CURRENT SURVEY CONTROL
 AX0775  ___________________________________________________________________
 AX0775* NAD 83(1986)-  29 13 09.     (N)    096 50 27.     (W)     SCALED    
 AX0775* NAVD 88     -        43.59   (+/-2cm)     143.0    (feet)  VERTCON   
 AX0775  ___________________________________________________________________
 AX0775  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0775
 AX0775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0775
 AX0775.The horizontal coordinates were scaled from a topographic map and have
 AX0775.an estimated accuracy of +/- 6 seconds.
 AX0775
 AX0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0775.The vertical order pertains to the NGVD 29 superseded value.
 AX0775
 AX0775.The geoid height was determined by GEOID03.
 AX0775
 AX0775;                    North         East    Units  Estimated Accuracy
 AX0775;SPC TXSC     - 4,155,530.      809,900.      MT  (+/- 180 meters Scaled)
 AX0775
 AX0775                          SUPERSEDED SURVEY CONTROL
 AX0775
 AX0775  NGVD 29 (??/??/92)   43.614  (m)          143.09   (f) ADJ UNCH    2 0
 AX0775
 AX0775.Superseded values are not recommended for survey control.
 AX0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0775.See file dsdata.txt to determine how the superseded data were derived.
 AX0775
 AX0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT098341(NAD 83)
 AX0775_MARKER: DB = BENCH MARK DISK
 AX0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0775_STAMPING: X 868 1943
 AX0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0775+STABILITY: SURFACE MOTION
 AX0775
 AX0775  HISTORY     - Date     Condition        Report By
 AX0775  HISTORY     - 1943     MONUMENTED       CGS
 AX0775
 AX0775                          STATION DESCRIPTION
 AX0775
 AX0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0775'6.05 MI SE FROM EZZELL.
 AX0775'TO REACH FROM THE SCHOOL AT EZZELL-- PROCEED 6.05 MILES SOUTHEASTERLY
 AX0775'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.55
 AX0775'MILE NORTHWEST OF A FARM HOUSE ON THE SOUTHWEST SIDE OF ROAD, AND
 AX0775'ABOUT 69.0 FEET EAST OF AND ACROSS THE ROAD FROM A SMALL POLE CORRAL
 AX0775'AND CATTLE LOADING CHUTE.  IT IS 30.0 FEET NORTHEAST OF AND ABOUT THE
 AX0775'SAME ELEVATION AS THE CENTER-LINE OF ROAD, 17.5 FEET NORTHWEST OF THE
 AX0775'CENTERLINE OF A WOODEN GATE AND A FARM ROAD LEADING NORTHEAST, 1.0
 AX0775'FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTHWEST OF A
 AX0775'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  STAMPED X
 AX0775'868 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0874 ***********************************************************************
 AX0874  DESIGNATION -  X 869
 AX0874  PID         -  AX0874
 AX0874  STATE/COUNTY-  TX/JACKSON
 AX0874  USGS QUAD   -  PECK BRANCH (1981)
 AX0874
 AX0874                         *CURRENT SURVEY CONTROL
 AX0874  ___________________________________________________________________
 AX0874* NAD 83(1986)-  29 04 12.     (N)    096 55 36.     (W)     SCALED    
 AX0874* NAVD 88     -        43.71   (+/-2cm)     143.4    (feet)  VERTCON   
 AX0874  ___________________________________________________________________
 AX0874  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0874
 AX0874  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0874
 AX0874.The horizontal coordinates were scaled from a topographic map and have
 AX0874.an estimated accuracy of +/- 6 seconds.
 AX0874
 AX0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0874.The vertical order pertains to the NGVD 29 superseded value.
 AX0874
 AX0874.The geoid height was determined by GEOID03.
 AX0874
 AX0874;                    North         East    Units  Estimated Accuracy
 AX0874;SPC TXSC     - 4,138,850.      801,850.      MT  (+/- 180 meters Scaled)
 AX0874
 AX0874                          SUPERSEDED SURVEY CONTROL
 AX0874
 AX0874  NGVD 29 (??/??/92)   43.744  (m)          143.52   (f) ADJ UNCH    2 0
 AX0874
 AX0874.Superseded values are not recommended for survey control.
 AX0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0874.See file dsdata.txt to determine how the superseded data were derived.
 AX0874
 AX0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT018175(NAD 83)
 AX0874_MARKER: DB = BENCH MARK DISK
 AX0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0874_STAMPING: X 869 1943
 AX0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0874+STABILITY: SURFACE MOTION
 AX0874
 AX0874  HISTORY     - Date     Condition        Report By
 AX0874  HISTORY     - 1943     MONUMENTED       CGS
 AX0874
 AX0874                          STATION DESCRIPTION
 AX0874
 AX0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0874'13.4 MI S FROM HOPE.
 AX0874'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 10.35 MILES
 AX0874'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO A SIDE ROAD INTERSECTION
 AX0874'LEADING SOUTHEAST, THENCE 3.05 MILES SOUTHEASTERLY TO SITE OF BENCH
 AX0874'MARK.  BENCH MARK IS ABOUT 210.0 FEET NORTHWEST OF A WOODEN GATE
 AX0874'ACROSS ROAD, AND 28.5 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION
 AX0874'AS THE CENTERLINE OF ROAD.  IT IS 8.0 FEET SOUTHWEST OF A FENCE
 AX0874'CORNER, 1.4 FEET NORTHWEST OF A FENCE, AND 3.0 FEET SOUTHWEST OF A
 AX0874'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0828 ***********************************************************************
 BL0828  DESIGNATION -  X 87
 BL0828  PID         -  BL0828
 BL0828  STATE/COUNTY-  TX/WALKER
 BL0828  USGS QUAD   -  NEW WAVERLY (1976)
 BL0828
 BL0828                         *CURRENT SURVEY CONTROL
 BL0828  ___________________________________________________________________
 BL0828* NAD 83(1986)-  30 36 52.     (N)    095 28 53.     (W)     SCALED    
 BL0828* NAVD 88     -       119.969  (meters)     393.60   (feet)  ADJUSTED  
 BL0828  ___________________________________________________________________
 BL0828  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL0828  DYNAMIC HT  -         119.812 (meters)     393.08  (feet)  COMP
 BL0828  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 BL0828
 BL0828  VERT ORDER  -  FIRST     CLASS I
 BL0828
 BL0828.The horizontal coordinates were scaled from a topographic map and have
 BL0828.an estimated accuracy of +/- 6 seconds.
 BL0828
 BL0828.The orthometric height was determined by differential leveling
 BL0828.and adjusted by the National Geodetic Survey in June 1991..
 BL0828
 BL0828.The geoid height was determined by GEOID03.
 BL0828
 BL0828.The dynamic height is computed by dividing the NAVD 88
 BL0828.geopotential number by the normal gravity value computed on the
 BL0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0828.degrees latitude (g = 980.6199 gals.).
 BL0828
 BL0828.The modeled gravity was interpolated from observed gravity values.
 BL0828
 BL0828;                    North         East    Units  Estimated Accuracy
 BL0828;SPC TX C     - 3,115,210.    1,165,040.      MT  (+/- 180 meters Scaled)
 BL0828
 BL0828                          SUPERSEDED SURVEY CONTROL
 BL0828
 BL0828  NGVD 29 (12/23/87)  119.976  (m)          393.62   (f) ADJUSTED    1 1
 BL0828
 BL0828.Superseded values are not recommended for survey control.
 BL0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0828.See file dsdata.txt to determine how the superseded data were derived.
 BL0828
 BL0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP621894(NAD 83)
 BL0828_MARKER: DB = BENCH MARK DISK
 BL0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0828_SP_SET: CONCRETE POST
 BL0828_STAMPING: X 87 1932 393.894
 BL0828_MARK LOGO: CGS   
 BL0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0828+STABILITY: SURFACE MOTION
 BL0828
 BL0828  HISTORY     - Date     Condition        Report By
 BL0828  HISTORY     - 1932     MONUMENTED       CGS
 BL0828  HISTORY     - 1973     GOOD             NGS
 BL0828  HISTORY     - 1978     GOOD             NGS
 BL0828  HISTORY     - 1987     GOOD             NGS
 BL0828
 BL0828                          STATION DESCRIPTION
 BL0828
 BL0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0828'5.3 MI N FROM NEW WAVERLY.
 BL0828'ABOUT 5.3 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0828'CROSSING OF FARM ROAD 150, ABOUT 110.7 FEET NORTHEAST OF AND ACROSS
 BL0828'FROM THE TRACKS FROM THE 11TH POLE SOUTH OF MILE POST 90, 47.3 FEET
 BL0828'EAST OF THE EAST RAIL, 0.6 FOOT WEST OF A FENCE, 1 1/2 FEET NORTH OF A
 BL0828'METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND SET IN THE TOP OF A
 BL0828'CONCRETE POST PROJECTING 0.3 FOOT.
 BL0828
 BL0828                          STATION RECOVERY (1978)
 BL0828
 BL0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0828'ADD=0.3 MILE NORTH OF THE Y JUNCTION OF 2296 AND 75.
 BL0828
 BL0828                          STATION RECOVERY (1987)
 BL0828
 BL0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0828'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL0828'DELETE--110.7 FEET NORTHEAST OF AND ACROSS THE TRACKS FROM THE 11TH
 BL0828'POLE SOUTH OF MILE POST 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0793 ***********************************************************************
 AB0793  DESIGNATION -  X 871
 AB0793  PID         -  AB0793
 AB0793  STATE/COUNTY-  TX/HIDALGO
 AB0793  USGS QUAD   -  MERCEDES (1983)
 AB0793
 AB0793                         *CURRENT SURVEY CONTROL
 AB0793  ___________________________________________________________________
 AB0793* NAD 83(1986)-  26 09 34.     (N)    097 59 24.     (W)     SCALED    
 AB0793* NAVD 88     -        24.711  (meters)      81.07   (feet)  ADJUSTED  
 AB0793  ___________________________________________________________________
 AB0793  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AB0793  DYNAMIC HT  -          24.670 (meters)      80.94  (feet)  COMP
 AB0793  MODELED GRAV-     979,006.0   (mgal)                       NAVD 88
 AB0793
 AB0793  VERT ORDER  -  FIRST     CLASS II
 AB0793
 AB0793.The horizontal coordinates were scaled from a topographic map and have
 AB0793.an estimated accuracy of +/- 6 seconds.
 AB0793
 AB0793.The orthometric height was determined by differential leveling
 AB0793.and adjusted by the National Geodetic Survey in June 1991..
 AB0793
 AB0793.The geoid height was determined by GEOID03.
 AB0793
 AB0793.The dynamic height is computed by dividing the NAVD 88
 AB0793.geopotential number by the normal gravity value computed on the
 AB0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0793.degrees latitude (g = 980.6199 gals.).
 AB0793
 AB0793.The modeled gravity was interpolated from observed gravity values.
 AB0793
 AB0793;                    North         East    Units  Estimated Accuracy
 AB0793;SPC TX S     - 5,054,700.      350,990.      MT  (+/- 180 meters Scaled)
 AB0793
 AB0793                          SUPERSEDED SURVEY CONTROL
 AB0793
 AB0793  NGVD 29 (??/??/92)   24.828  (m)           81.46   (f) ADJ UNCH    1 2
 AB0793
 AB0793.Superseded values are not recommended for survey control.
 AB0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0793.See file dsdata.txt to determine how the superseded data were derived.
 AB0793
 AB0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP009937(NAD 83)
 AB0793_MARKER: DB = BENCH MARK DISK
 AB0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0793_SP_SET: BUILDING
 AB0793_STAMPING: X 871 1943
 AB0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0793
 AB0793  HISTORY     - Date     Condition        Report By
 AB0793  HISTORY     - 1943     MONUMENTED       CGS
 AB0793  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0793  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0793  HISTORY     - 1987     GOOD             USPSQD
 AB0793
 AB0793                          STATION DESCRIPTION
 AB0793
 AB0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0793'IN WESLACO.
 AB0793'BENCH MARK IS SET VERTICALLY IN THE NORTH WALL OF THE MISSOURI PACIFIC
 AB0793'RAILROAD STATION AT WESLACO.  IT IS 2.0 FEET ABOVE THE PLATFORM AND
 AB0793'ONE FOOT FROM THE BAY WINDOW SILL.
 AB0793
 AB0793                          STATION RECOVERY (1981)
 AB0793
 AB0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0793'MARK NOT RECOVERED, STATION TORN DOWN.
 AB0793
 AB0793                          STATION RECOVERY (1987)
 AB0793
 AB0793'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0793'MARK NOT FOUND.
 AB0793
 AB0793                          STATION RECOVERY (1987)
 AB0793
 AB0793'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AB0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0389 ***********************************************************************
 AE0389  DESIGNATION -  X 872
 AE0389  PID         -  AE0389
 AE0389  STATE/COUNTY-  TX/HIDALGO
 AE0389  USGS QUAD   -  LA JOYA (1982)
 AE0389
 AE0389                         *CURRENT SURVEY CONTROL
 AE0389  ___________________________________________________________________
 AE0389* NAD 83(1986)-  26 13 34.     (N)    098 26 05.     (W)     SCALED    
 AE0389* NAVD 88     -        39.134  (meters)     128.39   (feet)  ADJUSTED  
 AE0389  ___________________________________________________________________
 AE0389  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0389  DYNAMIC HT  -          39.069 (meters)     128.18  (feet)  COMP
 AE0389  MODELED GRAV-     978,990.3   (mgal)                       NAVD 88
 AE0389
 AE0389  VERT ORDER  -  FIRST     CLASS II
 AE0389
 AE0389.The horizontal coordinates were scaled from a topographic map and have
 AE0389.an estimated accuracy of +/- 6 seconds.
 AE0389
 AE0389.The orthometric height was determined by differential leveling
 AE0389.and adjusted by the National Geodetic Survey in June 1991..
 AE0389
 AE0389.The geoid height was determined by GEOID03.
 AE0389
 AE0389.The dynamic height is computed by dividing the NAVD 88
 AE0389.geopotential number by the normal gravity value computed on the
 AE0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0389.degrees latitude (g = 980.6199 gals.).
 AE0389
 AE0389.The modeled gravity was interpolated from observed gravity values.
 AE0389
 AE0389;                    North         East    Units  Estimated Accuracy
 AE0389;SPC TX S     - 5,061,990.      306,520.      MT  (+/- 180 meters Scaled)
 AE0389
 AE0389                          SUPERSEDED SURVEY CONTROL
 AE0389
 AE0389.No superseded survey control is available for this station.
 AE0389
 AE0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ564008(NAD 83)
 AE0389_MARKER: DB = BENCH MARK DISK
 AE0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0389_SP_SET: SIPHON
 AE0389_STAMPING: X 872 1943
 AE0389_MARK LOGO: CGS   
 AE0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0389
 AE0389  HISTORY     - Date     Condition        Report By
 AE0389  HISTORY     - 1943     MONUMENTED       CGS
 AE0389  HISTORY     - 1981     GOOD             NGS
 AE0389  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0389
 AE0389                          STATION DESCRIPTION
 AE0389
 AE0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0389'0.7 MI E FROM PENITAS.
 AE0389'BENCH MARK IS ABOUT 0.7 MILE EASTERLY ALONG THE MISSOURI PACIFIC
 AE0389'RAILROAD FROM THE STATION AT PENITAS, ABOUT 0.2 MILE EAST OF MILE POLE
 AE0389'NO A-47, AND 52.0 FEET NORTH OF AND ABOUT 5.0 FEET ABOVE THE
 AE0389'CENTERLINE OF THE TRACKS.  IT IS SET HORIZONTALLY IN THE WEST END OF
 AE0389'THE NORTH HEADWALL OF A CONCRETE SIPHON UNDER THE RAILROAD.
 AE0389
 AE0389                          STATION RECOVERY (1981)
 AE0389
 AE0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0389'0.4 KM (0.25 MI) SOUTH ALONG FARM ROAD 1427 FROM THE POST OFFICE AT
 AE0389'PENITAS, THENCE 0.8 KM (0.5 MI) EAST ALONG FARM ROAD 1427, THENCE
 AE0389'0.4 KM (0.25 MI) NORTH AND EAST ALONG A DIRT ROAD, ALSO 0.6 KM
 AE0389'(0.35 MI) WEST ALONG LOOP 473 FROM THE JUNCTION OF FARM ROAD 1427 AT
 AE0389'PEREZVILLE, THENCE 3.1 KM (1.95 MI) WEST ALONG A DIRT ROAD, SET IN THE
 AE0389'TOP AT THE WEST END OF THE NORTH HEADWALL OF A CONCRETE SIPHON UNDER
 AE0389'THE TRACKS, 91.4 METERS (300.0 FT) EAST OF A DIRT ROAD LEADING NORTH,
 AE0389'AND 15.2 METERS (50.0 FT) NORTH OF THE NORTH RAIL OF THE MISSOURI
 AE0389'PACIFIC RAILROAD TRACKS.
 AE0389'THE MARK IS 1.5 M ABOVE TRACKS.
 AE0389
 AE0389                          STATION RECOVERY (1987)
 AE0389
 AE0389'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2005 ***********************************************************************
 AX2005  DESIGNATION -  X 873
 AX2005  PID         -  AX2005
 AX2005  STATE/COUNTY-  TX/GONZALES
 AX2005  USGS QUAD   -  SMILEY (1987)
 AX2005
 AX2005                         *CURRENT SURVEY CONTROL
 AX2005  ___________________________________________________________________
 AX2005* NAD 83(1986)-  29 16 27.     (N)    097 41 27.     (W)     SCALED    
 AX2005* NAVD 88     -        99.36   (+/-2cm)     326.0    (feet)  VERTCON   
 AX2005  ___________________________________________________________________
 AX2005  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX2005
 AX2005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2005
 AX2005.The horizontal coordinates were scaled from a topographic map and have
 AX2005.an estimated accuracy of +/- 6 seconds.
 AX2005
 AX2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2005.The vertical order pertains to the NGVD 29 superseded value.
 AX2005
 AX2005.The geoid height was determined by GEOID03.
 AX2005
 AX2005;                    North         East    Units  Estimated Accuracy
 AX2005;SPC TXSC     - 4,160,390.      727,210.      MT  (+/- 180 meters Scaled)
 AX2005
 AX2005                          SUPERSEDED SURVEY CONTROL
 AX2005
 AX2005  NGVD 29 (??/??/92)   99.326  (m)          325.87   (f) ADJ UNCH    2 0
 AX2005
 AX2005.Superseded values are not recommended for survey control.
 AX2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2005.See file dsdata.txt to determine how the superseded data were derived.
 AX2005
 AX2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT271390(NAD 83)
 AX2005_MARKER: DB = BENCH MARK DISK
 AX2005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2005_SP_SET: CULVERT
 AX2005_STAMPING: X 873 1943
 AX2005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2005
 AX2005  HISTORY     - Date     Condition        Report By
 AX2005  HISTORY     - 1943     MONUMENTED       CGS
 AX2005
 AX2005                          STATION DESCRIPTION
 AX2005
 AX2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2005'3.2 MI W FROM SMILEY.
 AX2005'BENCH MARK IS ABOUT 3.2 MILES WESTERLY ALONG THE SOUTHERN PACIFIC (T.
 AX2005'AND N.O.) RAILROAD FROM THE STATION AT SMILEY.  IT IS ABOUT 150.0 FEET
 AX2005'EAST OF MILE POLE NO.85, ABOUT 50.0 FEET SOUTH OF AND ABOUT 6.0 FEET
 AX2005'BELOW THE CENTERLINE OF THE TRACKS.  IT IS 16.0 FEET NORTH OF THE
 AX2005'CENTERLINE OF U.S. HIGHWAY NO.87, AND SET HORIZONTALLY IN THE WEST END
 AX2005'OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1461 ***********************************************************************
 AN1461  DESIGNATION -  X 876
 AN1461  PID         -  AN1461
 AN1461  STATE/COUNTY-  TX/BEE
 AN1461  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1461
 AN1461                         *CURRENT SURVEY CONTROL
 AN1461  ___________________________________________________________________
 AN1461* NAD 83(1986)-  28 26 42.     (N)    097 46 27.     (W)     SCALED    
 AN1461* NAVD 88     -        93.444  (meters)     306.57   (feet)  ADJUSTED  
 AN1461  ___________________________________________________________________
 AN1461  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN1461  DYNAMIC HT  -          93.304 (meters)     306.11  (feet)  COMP
 AN1461  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 AN1461
 AN1461  VERT ORDER  -  FIRST     CLASS II
 AN1461
 AN1461.The horizontal coordinates were scaled from a topographic map and have
 AN1461.an estimated accuracy of +/- 6 seconds.
 AN1461
 AN1461.The orthometric height was determined by differential leveling
 AN1461.and adjusted by the National Geodetic Survey in June 1991..
 AN1461
 AN1461.The geoid height was determined by GEOID03.
 AN1461
 AN1461.The dynamic height is computed by dividing the NAVD 88
 AN1461.geopotential number by the normal gravity value computed on the
 AN1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1461.degrees latitude (g = 980.6199 gals.).
 AN1461
 AN1461.The modeled gravity was interpolated from observed gravity values.
 AN1461
 AN1461;                    North         East    Units  Estimated Accuracy
 AN1461;SPC TXSC     - 4,068,420.      720,070.      MT  (+/- 180 meters Scaled)
 AN1461
 AN1461                          SUPERSEDED SURVEY CONTROL
 AN1461
 AN1461  NGVD 29 (??/??/92)   93.43   (m)          306.5    (f) COMPUTED    1 2
 AN1461
 AN1461.Superseded values are not recommended for survey control.
 AN1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1461.See file dsdata.txt to determine how the superseded data were derived.
 AN1461
 AN1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS200471(NAD 83)
 AN1461_MARKER: DB = BENCH MARK DISK
 AN1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1461_STAMPING: X 876 1943
 AN1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1461+STABILITY: SURFACE MOTION
 AN1461
 AN1461  HISTORY     - Date     Condition        Report By
 AN1461  HISTORY     - 1943     MONUMENTED       CGS
 AN1461  HISTORY     - 1963     GOOD             NGS
 AN1461  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1461
 AN1461                          STATION DESCRIPTION
 AN1461
 AN1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AN1461'3.3 MI N FROM BEEVILLE.
 AN1461'ABOUT 3.3 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AN1461'THE STATION AT BEEVILLE, BEE COUNTY, 21.1 FEET NORTH OF THE SEVENTH
 AN1461'POLE NORTHWEST OF MILEPOST 90, 43.2 FEET NORTHEAST OF THE CENTER LINE
 AN1461'OF THE TRACK, 4.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 2.7 FEET
 AN1461'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN
 AN1461'THE TRACK.  A STANDARD DISK, STAMPED X 876 1943 AND SET IN THE TOP OF
 AN1461'A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.  NOTE-- THE
 AN1461'WITNESS POST HAD BEEN DESTROYED.  A NEW WOODEN WITNESS POST WAS SET 1
 AN1461'FOOT WEST OF THE BENCH MARK.
 AN1461
 AN1461                          STATION RECOVERY (1996)
 AN1461
 AN1461'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1718 ***********************************************************************
 AN1718  DESIGNATION -  X 877
 AN1718  PID         -  AN1718
 AN1718  STATE/COUNTY-  TX/GOLIAD
 AN1718  USGS QUAD   -  CHARCO (1987)
 AN1718
 AN1718                         *CURRENT SURVEY CONTROL
 AN1718  ___________________________________________________________________
 AN1718* NAD 83(1986)-  28 43 26.     (N)    097 33 15.     (W)     SCALED    
 AN1718* NAVD 88     -        85.24   (+/-2cm)     279.7    (feet)  VERTCON   
 AN1718  ___________________________________________________________________
 AN1718  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1718
 AN1718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1718
 AN1718.The horizontal coordinates were scaled from a topographic map and have
 AN1718.an estimated accuracy of +/- 6 seconds.
 AN1718
 AN1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1718.The vertical order pertains to the NGVD 29 superseded value.
 AN1718
 AN1718.The geoid height was determined by GEOID03.
 AN1718
 AN1718;                    North         East    Units  Estimated Accuracy
 AN1718;SPC TXSC     - 4,099,570.      741,240.      MT  (+/- 180 meters Scaled)
 AN1718
 AN1718                          SUPERSEDED SURVEY CONTROL
 AN1718
 AN1718  NGVD 29 (??/??/92)   85.269  (m)          279.75   (f) ADJ UNCH    2 0
 AN1718
 AN1718.Superseded values are not recommended for survey control.
 AN1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1718.See file dsdata.txt to determine how the superseded data were derived.
 AN1718
 AN1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS412782(NAD 83)
 AN1718_MARKER: DB = BENCH MARK DISK
 AN1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1718_STAMPING: X 877 1943
 AN1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1718+STABILITY: SURFACE MOTION
 AN1718
 AN1718  HISTORY     - Date     Condition        Report By
 AN1718  HISTORY     - 1943     MONUMENTED       CGS
 AN1718
 AN1718                          STATION DESCRIPTION
 AN1718
 AN1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1718'4.0 MI E FROM CHARCO.
 AN1718'TO REACH FROM THE FOUR CORNERS AT CHARCO, PROCEED 4.0 MILES EASTERLY
 AN1718'ALONG A WIDE DIRT ROAD TO THE TOP OF A LONG GRADE AND SITE OF BENCH
 AN1718'MARK.  BENCH MARK IS 59.0 FEET NORTHEAST OF AND ABOUT 2.0 FEET ABOVE
 AN1718'THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET NORTHWEST OF A 4X4 INCH
 AN1718'WHITE WOODEN MARKER POST AND 1.0 FOOT SOUTHWEST OF THE NORTHEAST
 AN1718'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.4 FOOT.  NOTE-- THIS BENCH
 AN1718'MARK IS ALSO 1.0 MILE WEST OF THE SCHOOL BUILDING AT ANGEL CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1774 ***********************************************************************
 AN1774  DESIGNATION -  X 878
 AN1774  PID         -  AN1774
 AN1774  STATE/COUNTY-  TX/GOLIAD
 AN1774  USGS QUAD   -  LAZY F RANCH (1987)
 AN1774
 AN1774                         *CURRENT SURVEY CONTROL
 AN1774  ___________________________________________________________________
 AN1774* NAD 83(1986)-  28 35 32.     (N)    097 38 50.     (W)     SCALED    
 AN1774* NAVD 88     -        93.14   (+/-2cm)     305.6    (feet)  VERTCON   
 AN1774  ___________________________________________________________________
 AN1774  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1774
 AN1774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1774
 AN1774.The horizontal coordinates were scaled from a topographic map and have
 AN1774.an estimated accuracy of +/- 6 seconds.
 AN1774
 AN1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1774.The vertical order pertains to the NGVD 29 superseded value.
 AN1774
 AN1774.The geoid height was determined by GEOID03.
 AN1774
 AN1774;                    North         East    Units  Estimated Accuracy
 AN1774;SPC TXSC     - 4,084,870.      732,320.      MT  (+/- 180 meters Scaled)
 AN1774
 AN1774                          SUPERSEDED SURVEY CONTROL
 AN1774
 AN1774  NGVD 29 (??/??/92)   93.15   (m)          305.6    (f) COMPUTED    2 0
 AN1774
 AN1774.Superseded values are not recommended for survey control.
 AN1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1774.See file dsdata.txt to determine how the superseded data were derived.
 AN1774
 AN1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS322635(NAD 83)
 AN1774_MARKER: DB = BENCH MARK DISK
 AN1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1774_STAMPING: X 878 1943
 AN1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1774+STABILITY: SURFACE MOTION
 AN1774
 AN1774  HISTORY     - Date     Condition        Report By
 AN1774  HISTORY     - 1943     MONUMENTED       CGS
 AN1774
 AN1774                          STATION DESCRIPTION
 AN1774
 AN1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1774'6.45 MI NW FROM BERCLAIR.
 AN1774'TO REACH FROM THE TEXAS AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD
 AN1774'STATION AT BERCLAIR, PROCEED 0.25 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1774'TO A DIRT ROAD CROSSING, THENCE 6.2 MILES NORTHWESTERLY ALONG A DIRT
 AN1774'ROAD TO THE FARM HOUSE ON THE BENNIE H. WILSON FARM AND SITE OF BENCH
 AN1774'MARK.  BENCH MARK IS ACROSS THE ROAD FROM AND IN LINE TANGENT WITH THE
 AN1774'CENTERLINE OF THE EAST CONCRETE ENTRANCE WALK TO THE BENNIE H. WILSON
 AN1774'FARM HOUSE.  IT IS 32.7 FEET WEST OF THE SOUTHWEST LEG OF A WATER TANK
 AN1774'TOWER, 27.2 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AN1774'THE ROAD, 7.5 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE AND 2.9 FEET
 AN1774'NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AN1774'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1775 ***********************************************************************
 AN1775  DESIGNATION -  X 878 RESET 1952
 AN1775  PID         -  AN1775
 AN1775  STATE/COUNTY-  TX/GOLIAD
 AN1775  USGS QUAD   -  LAZY F RANCH (1987)
 AN1775
 AN1775                         *CURRENT SURVEY CONTROL
 AN1775  ___________________________________________________________________
 AN1775* NAD 83(1986)-  28 35 32.     (N)    097 38 50.     (W)     SCALED    
 AN1775* NAVD 88     -        92.72   (+/-2cm)     304.2    (feet)  VERTCON   
 AN1775  ___________________________________________________________________
 AN1775  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1775
 AN1775  VERT ORDER  -  THIRD (See Below)
 AN1775
 AN1775.The horizontal coordinates were scaled from a topographic map and have
 AN1775.an estimated accuracy of +/- 6 seconds.
 AN1775
 AN1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1775.The vertical order pertains to the NGVD 29 superseded value.
 AN1775
 AN1775.The geoid height was determined by GEOID03.
 AN1775
 AN1775;                    North         East    Units  Estimated Accuracy
 AN1775;SPC TXSC     - 4,084,870.      732,320.      MT  (+/- 180 meters Scaled)
 AN1775
 AN1775                          SUPERSEDED SURVEY CONTROL
 AN1775
 AN1775  NGVD 29 (??/??/??)   92.73   (m)          304.2    (f) RESET       3  
 AN1775
 AN1775.Superseded values are not recommended for survey control.
 AN1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1775.See file dsdata.txt to determine how the superseded data were derived.
 AN1775
 AN1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS322635(NAD 83)
 AN1775_MARKER: DB = BENCH MARK DISK
 AN1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1775_STAMPING: X 878 RESET 1952
 AN1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1775+STABILITY: SURFACE MOTION
 AN1775
 AN1775  HISTORY     - Date     Condition        Report By
 AN1775  HISTORY     - 1952     MONUMENTED       TXHD
 AN1775
 AN1775                          STATION DESCRIPTION
 AN1775
 AN1775'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 AN1775'6.45 MI NW FROM BERCLAIR.
 AN1775'1/4 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1775'STATION AT BERCLAIR, GOLIAD COUNTY, THENCE 6.2 MILES NORTHWEST ALONG
 AN1775'FARM-TO-MARKET HIGHWAY 883.  AT THE WILSON FARMHOUSE, 40 FEET NORTH OF
 AN1775'THE NORTHWEST LEG OF A WINDMILL, 42 FEET EAST OF THE CENTER LINE OF
 AN1775'THE HIGHWAY, 2 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 4 FEET NORTH
 AN1775'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 AN1775'HIGHWAY.  A STANDARD DISK, STAMPED X 878 RESET 1952 AND SET IN THE TOP
 AN1775'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1023 ***********************************************************************
 AN1023  DESIGNATION -  X 879
 AN1023  PID         -  AN1023
 AN1023  STATE/COUNTY-  TX/GOLIAD
 AN1023  USGS QUAD   -  GOLIAD (1987)
 AN1023
 AN1023                         *CURRENT SURVEY CONTROL
 AN1023  ___________________________________________________________________
 AN1023* NAD 83(1986)-  28 40 05.     (N)    097 27 31.     (W)     SCALED    
 AN1023* NAVD 88     -        61.03   (+/-2cm)     200.2    (feet)  VERTCON   
 AN1023  ___________________________________________________________________
 AN1023  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN1023
 AN1023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1023
 AN1023.The horizontal coordinates were scaled from a topographic map and have
 AN1023.an estimated accuracy of +/- 6 seconds.
 AN1023
 AN1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1023.The vertical order pertains to the NGVD 29 superseded value.
 AN1023
 AN1023.The geoid height was determined by GEOID03.
 AN1023
 AN1023;                    North         East    Units  Estimated Accuracy
 AN1023;SPC TXSC     - 4,093,500.      750,650.      MT  (+/- 180 meters Scaled)
 AN1023
 AN1023                          SUPERSEDED SURVEY CONTROL
 AN1023
 AN1023  NGVD 29 (??/??/92)   61.08   (m)          200.4    (f) COMPUTED    2 0
 AN1023
 AN1023.Superseded values are not recommended for survey control.
 AN1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1023.See file dsdata.txt to determine how the superseded data were derived.
 AN1023
 AN1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS506721(NAD 83)
 AN1023_MARKER: DB = BENCH MARK DISK
 AN1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1023_SP_SET: FOUNDATION
 AN1023_STAMPING: X 879 1943
 AN1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1023
 AN1023  HISTORY     - Date     Condition        Report By
 AN1023  HISTORY     - 1943     MONUMENTED       CGS
 AN1023
 AN1023                          STATION DESCRIPTION
 AN1023
 AN1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1023'6.05 MI SE FROM ANGEL CITY.
 AN1023'TO REACH FROM THE SCHOOL BUILDING AT ANGEL CITY, PROCEED 6.05 MILES
 AN1023'SOUTHEASTERLY ALONG A WIDE DIRT ROAD TO A COTTON GIN AND SITE OF BENCH
 AN1023'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE
 AN1023'NORTH END OF THE CONCRETE FOUNDATION OF THE NORTHEAST LEG OF A LARGE
 AN1023'STEEL WATER TOWER AT A COTTON GIN.  IT IS 125.0 FEET SOUTH OF AND
 AN1023'ABOUT 4.0 FEET ABOVE THE CENTERLINE OF THE ROAD, 2.0 FEET ABOVE THE
 AN1023'SURFACE OF THE GROUND AND 0.3 FOOT SOUTH OF THE NORTH EDGE OF THE
 AN1023'CONCRETE FOUNDATION.  NOTE-- THIS BENCH MARK IS ALSO 1.0 BLOCK SOUTH
 AN1023'AND 4.1 MILES WEST OF THE COURT HOUSE AT GOLIAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1742 ***********************************************************************
 AN1742  DESIGNATION -  X 880
 AN1742  PID         -  AN1742
 AN1742  STATE/COUNTY-  TX/GOLIAD
 AN1742  USGS QUAD   -  RUNGE SE (1987)
 AN1742
 AN1742                         *CURRENT SURVEY CONTROL
 AN1742  ___________________________________________________________________
 AN1742* NAD 83(1986)-  28 47 23.     (N)    097 33 28.     (W)     SCALED    
 AN1742* NAVD 88     -        93.18   (+/-2cm)     305.7    (feet)  VERTCON   
 AN1742  ___________________________________________________________________
 AN1742  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1742
 AN1742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1742
 AN1742.The horizontal coordinates were scaled from a topographic map and have
 AN1742.an estimated accuracy of +/- 6 seconds.
 AN1742
 AN1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1742.The vertical order pertains to the NGVD 29 superseded value.
 AN1742
 AN1742.The geoid height was determined by GEOID03.
 AN1742
 AN1742;                    North         East    Units  Estimated Accuracy
 AN1742;SPC TXSC     - 4,106,860.      740,800.      MT  (+/- 180 meters Scaled)
 AN1742
 AN1742                          SUPERSEDED SURVEY CONTROL
 AN1742
 AN1742  NGVD 29 (??/??/92)   93.19   (m)          305.7    (f) COMPUTED    2 0
 AN1742
 AN1742.Superseded values are not recommended for survey control.
 AN1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1742.See file dsdata.txt to determine how the superseded data were derived.
 AN1742
 AN1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS407855(NAD 83)
 AN1742_MARKER: DB = BENCH MARK DISK
 AN1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1742_STAMPING: X 880 1943
 AN1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1742+STABILITY: SURFACE MOTION
 AN1742
 AN1742  HISTORY     - Date     Condition        Report By
 AN1742  HISTORY     - 1943     MONUMENTED       CGS
 AN1742
 AN1742                          STATION DESCRIPTION
 AN1742
 AN1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1742'6.5 MI NE FROM CHARCO.
 AN1742'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 2.05 MILES
 AN1742'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO THE INTERSECTION OF A DIRT
 AN1742'ROAD LEADING EAST, THENCE 4.45 MILES EASTERLY ALONG A DIRT ROAD TO THE
 AN1742'SOUTHWEST SLOPE OF A HILL AND SITE OF BENCH MARK.  BENCH MARK IS 0.3
 AN1742'MILE SOUTHWEST OF AND ACROSS THE ROAD FROM A LARGE FRAME FARM HOUSE.
 AN1742'IT IS 29.4 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AN1742'OF THE ROAD, 9.2 FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE
 AN1742'AND 2.9 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AN1742'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1743 ***********************************************************************
 AN1743  DESIGNATION -  X 880 RESET 1953
 AN1743  PID         -  AN1743
 AN1743  STATE/COUNTY-  TX/GOLIAD
 AN1743  USGS QUAD   -  RUNGE SE (1987)
 AN1743
 AN1743                         *CURRENT SURVEY CONTROL
 AN1743  ___________________________________________________________________
 AN1743* NAD 83(1986)-  28 47 23.     (N)    097 33 28.     (W)     SCALED    
 AN1743* NAVD 88     -        93.09   (+/-2cm)     305.4    (feet)  VERTCON   
 AN1743  ___________________________________________________________________
 AN1743  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1743
 AN1743  VERT ORDER  -  THIRD (See Below)
 AN1743
 AN1743.The horizontal coordinates were scaled from a topographic map and have
 AN1743.an estimated accuracy of +/- 6 seconds.
 AN1743
 AN1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1743.The vertical order pertains to the NGVD 29 superseded value.
 AN1743
 AN1743.The geoid height was determined by GEOID03.
 AN1743
 AN1743;                    North         East    Units  Estimated Accuracy
 AN1743;SPC TXSC     - 4,106,860.      740,800.      MT  (+/- 180 meters Scaled)
 AN1743
 AN1743                          SUPERSEDED SURVEY CONTROL
 AN1743
 AN1743  NGVD 29 (??/??/??)   93.10   (m)          305.4    (f) RESET       3  
 AN1743
 AN1743.Superseded values are not recommended for survey control.
 AN1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1743.See file dsdata.txt to determine how the superseded data were derived.
 AN1743
 AN1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS407855(NAD 83)
 AN1743_MARKER: DB = BENCH MARK DISK
 AN1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1743_STAMPING: X 880 RESET 1953
 AN1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1743+STABILITY: SURFACE MOTION
 AN1743
 AN1743  HISTORY     - Date     Condition        Report By
 AN1743  HISTORY     - 1953     MONUMENTED       TXHD
 AN1743
 AN1743                          STATION DESCRIPTION
 AN1743
 AN1743'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1743'6.5 MI NE FROM CHARCO.
 AN1743'2.0 MILES NORTHWEST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL BUILDING
 AN1743'AT CHARCO, GOLIAD COUNTY, THENCE 4.5 MILES NORTHEAST ALONG F.M.
 AN1743'HIGHWAY 884.  0.3 MILE SOUTHWEST AND ACROSS THE HIGHWAY FROM A LARGE
 AN1743'FRAME FARMHOUSE, AT THE SOUTHWEST SLOPE OF HILL, 39.5 FEET SOUTH OF
 AN1743'THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTH OF THE SOUTH
 AN1743'RIGHT-OF-WAY FENCE, AND 0.3 FOOT HIGHER THAN THE ROAD.  A STANDARD
 AN1743'DISK, STAMPED X 880 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST
 AN1743'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0623 ***********************************************************************
 BL0623  DESIGNATION -  X 881
 BL0623  PID         -  BL0623
 BL0623  STATE/COUNTY-  TX/POLK
 BL0623  USGS QUAD   -  NEW WILLARD (1984)
 BL0623
 BL0623                         *CURRENT SURVEY CONTROL
 BL0623  ___________________________________________________________________
 BL0623* NAD 83(1986)-  30 49 33.     (N)    094 54 46.     (W)     SCALED    
 BL0623* NAVD 88     -        75.31   (+/-2cm)     247.1    (feet)  VERTCON   
 BL0623  ___________________________________________________________________
 BL0623  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL0623
 BL0623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0623
 BL0623.The horizontal coordinates were scaled from a topographic map and have
 BL0623.an estimated accuracy of +/- 6 seconds.
 BL0623
 BL0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0623.The vertical order pertains to the NGVD 29 superseded value.
 BL0623
 BL0623.The geoid height was determined by GEOID03.
 BL0623
 BL0623;                    North         East    Units  Estimated Accuracy
 BL0623;SPC TX C     - 3,141,130.    1,218,360.      MT  (+/- 180 meters Scaled)
 BL0623
 BL0623                          SUPERSEDED SURVEY CONTROL
 BL0623
 BL0623  NGVD 29 (??/??/92)   75.327  (m)          247.14   (f) ADJ UNCH    2 0
 BL0623
 BL0623.Superseded values are not recommended for survey control.
 BL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0623.See file dsdata.txt to determine how the superseded data were derived.
 BL0623
 BL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ170118(NAD 83)
 BL0623_MARKER: DB = BENCH MARK DISK
 BL0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0623_STAMPING: X 881 1947
 BL0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0623+STABILITY: SURFACE MOTION
 BL0623
 BL0623  HISTORY     - Date     Condition        Report By
 BL0623  HISTORY     - 1947     MONUMENTED       CGS
 BL0623  HISTORY     - 1990     GOOD             USPSQD
 BL0623  HISTORY     - 19970426 GOOD             USPSQD
 BL0623
 BL0623                          STATION DESCRIPTION
 BL0623
 BL0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0623'2.8 MI W FROM LEGGETT.
 BL0623'2.8 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0623'ORLEANS RAILWAY STATION AT LEGGETT, 143.0 FEET NORTHWEST OF THE
 BL0623'NORTHWEST CORNER OF A YARD FENCE SURROUNDING AN ABANDONED FARMHOUSE,
 BL0623'47.0 FEET SOUTH OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 BL0623'ROAD, 7.7 FEET WEST OF A FENCE CORNER, 1.4 FEET EAST OF A REFERENCE
 BL0623'POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 BL0623'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0623
 BL0623                          STATION RECOVERY (1990)
 BL0623
 BL0623'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 BL0623'RECOVERED IN GOOD CONDITION.
 BL0623
 BL0623                          STATION RECOVERY (1997)
 BL0623
 BL0623'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0919 ***********************************************************************
 BL0919  DESIGNATION -  X 882
 BL0919  PID         -  BL0919
 BL0919  STATE/COUNTY-  TX/POLK
 BL0919  USGS QUAD   -  COLITA (1972)
 BL0919
 BL0919                         *CURRENT SURVEY CONTROL
 BL0919  ___________________________________________________________________
 BL0919* NAD 83(1986)-  30 53 49.     (N)    095 06 50.     (W)     SCALED    
 BL0919* NAVD 88     -        82.04   (+/-2cm)     269.2    (feet)  VERTCON   
 BL0919  ___________________________________________________________________
 BL0919  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL0919
 BL0919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0919
 BL0919.The horizontal coordinates were scaled from a topographic map and have
 BL0919.an estimated accuracy of +/- 6 seconds.
 BL0919
 BL0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0919.The vertical order pertains to the NGVD 29 superseded value.
 BL0919
 BL0919.The geoid height was determined by GEOID03.
 BL0919
 BL0919;                    North         East    Units  Estimated Accuracy
 BL0919;SPC TX C     - 3,148,090.    1,198,770.      MT  (+/- 180 meters Scaled)
 BL0919
 BL0919                          SUPERSEDED SURVEY CONTROL
 BL0919
 BL0919  NGVD 29 (??/??/92)   82.053  (m)          269.20   (f) ADJ UNCH    2 0
 BL0919
 BL0919.Superseded values are not recommended for survey control.
 BL0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0919.See file dsdata.txt to determine how the superseded data were derived.
 BL0919
 BL0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ979200(NAD 83)
 BL0919_MARKER: DB = BENCH MARK DISK
 BL0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0919_STAMPING: X 882 1947
 BL0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0919+STABILITY: SURFACE MOTION
 BL0919
 BL0919  HISTORY     - Date     Condition        Report By
 BL0919  HISTORY     - 1947     MONUMENTED       CGS
 BL0919
 BL0919                          STATION DESCRIPTION
 BL0919
 BL0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0919'7.6 MI NE FROM ONALASKA.
 BL0919'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0919'ONALASKA, THENCE 7.0 MILES NORTH ALONG A GRADED DIRT ROAD, 104.0 FEET
 BL0919'SOUTH OF THE CENTER LINE OF A TRAIL LEADING EAST, 71.0 FEET EAST OF
 BL0919'THE CENTER LINE OF THE ROAD, 10.0 FEET NORTH OF A 10 INCH PINE TREE
 BL0919'WITH A TRIANGLE BLAZE, 1.7 FEET WEST OF A REFERENCE POST, SET IN THE
 BL0919'TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0930 ***********************************************************************
 BL0930  DESIGNATION -  X 883
 BL0930  PID         -  BL0930
 BL0930  STATE/COUNTY-  TX/TRINITY
 BL0930  USGS QUAD   -  COLITA (1972)
 BL0930
 BL0930                         *CURRENT SURVEY CONTROL
 BL0930  ___________________________________________________________________
 BL0930* NAD 83(1986)-  30 57 40.     (N)    095 05 42.     (W)     SCALED    
 BL0930* NAVD 88     -        69.03   (+/-2cm)     226.5    (feet)  VERTCON   
 BL0930  ___________________________________________________________________
 BL0930  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL0930
 BL0930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0930
 BL0930.The horizontal coordinates were scaled from a topographic map and have
 BL0930.an estimated accuracy of +/- 6 seconds.
 BL0930
 BL0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0930.The vertical order pertains to the NGVD 29 superseded value.
 BL0930
 BL0930.The geoid height was determined by GEOID03.
 BL0930
 BL0930;                    North         East    Units  Estimated Accuracy
 BL0930;SPC TX C     - 3,155,280.    1,200,240.      MT  (+/- 180 meters Scaled)
 BL0930
 BL0930                          SUPERSEDED SURVEY CONTROL
 BL0930
 BL0930  NGVD 29 (??/??/92)   69.050  (m)          226.54   (f) ADJ UNCH    2 0
 BL0930
 BL0930.Superseded values are not recommended for survey control.
 BL0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0930.See file dsdata.txt to determine how the superseded data were derived.
 BL0930
 BL0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ998271(NAD 83)
 BL0930_MARKER: DB = BENCH MARK DISK
 BL0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0930_STAMPING: X 883 1947
 BL0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0930+STABILITY: SURFACE MOTION
 BL0930
 BL0930  HISTORY     - Date     Condition        Report By
 BL0930  HISTORY     - 1947     MONUMENTED       CGS
 BL0930
 BL0930                          STATION DESCRIPTION
 BL0930
 BL0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0930'9.0 MI SE FROM GROVETON.
 BL0930'5.4 MILES SOUTH ALONG THE GROVETON - SEBASTOPOL ROAD FROM THE
 BL0930'COURTHOUSE AT GROVETON, THENCE 3.1 MILES SOUTHEAST ALONG A GRADED DIRT
 BL0930'ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD, 140.8 FEET
 BL0930'SOUTHWEST OF THE SOUTHWEST CORNER OF A 16 FOOT WOODEN BRIDGE, 24.0
 BL0930'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 19.2 FEET NORTHWEST OF
 BL0930'A 14 INCH TRIANGULAR BLAZED PINE TREE, 1.5 FEET SOUTHWEST OF A WITNESS
 BL0930'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BL0930'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1642 ***********************************************************************
 BY1642  DESIGNATION -  X 884
 BY1642  PID         -  BY1642
 BY1642  STATE/COUNTY-  TX/TRINITY
 BY1642  USGS QUAD   -  GROVETON EAST (1963)
 BY1642
 BY1642                         *CURRENT SURVEY CONTROL
 BY1642  ___________________________________________________________________
 BY1642* NAD 83(1986)-  31 02 01.     (N)    095 03 54.     (W)     SCALED    
 BY1642* NAVD 88     -        99.31   (+/-2cm)     325.8    (feet)  VERTCON   
 BY1642  ___________________________________________________________________
 BY1642  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BY1642
 BY1642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1642
 BY1642.The horizontal coordinates were scaled from a topographic map and have
 BY1642.an estimated accuracy of +/- 6 seconds.
 BY1642
 BY1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1642.The vertical order pertains to the NGVD 29 superseded value.
 BY1642
 BY1642.The geoid height was determined by GEOID03.
 BY1642
 BY1642;                    North         East    Units  Estimated Accuracy
 BY1642;SPC TX C     - 3,163,440.    1,202,720.      MT  (+/- 180 meters Scaled)
 BY1642
 BY1642                          SUPERSEDED SURVEY CONTROL
 BY1642
 BY1642  NGVD 29 (??/??/92)   99.328  (m)          325.88   (f) ADJ UNCH    2 0
 BY1642
 BY1642.Superseded values are not recommended for survey control.
 BY1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1642.See file dsdata.txt to determine how the superseded data were derived.
 BY1642
 BY1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ029351(NAD 83)
 BY1642_MARKER: DB = BENCH MARK DISK
 BY1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1642_STAMPING: X 884 1947
 BY1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1642+STABILITY: SURFACE MOTION
 BY1642
 BY1642  HISTORY     - Date     Condition        Report By
 BY1642  HISTORY     - 1947     MONUMENTED       CGS
 BY1642
 BY1642                          STATION DESCRIPTION
 BY1642
 BY1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1642'1.7 MI W FROM WOODLAKE.
 BY1642'1.7 MILES WEST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY1642'WOODLAKE, 47.1 FEET NORTH OF AND 3.0 FEET HIGHER THAN THE CENTER LINE
 BY1642'OF THE HIGHWAY, 31.4 FEET NORTHWEST OF DOUBLE POLES SUPPORTING A U. S.
 BY1642'FORESTRY SIGN LEAVING DAVY CROCKETT FOREST, 3.1 FEET EAST OF POWER
 BY1642'POLE NUMBER 784 AND IN LINE WITH THE ROW OF POWER POLES, 1.2 FEET WEST
 BY1642'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 BY1642'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0749 ***********************************************************************
 BY0749  DESIGNATION -  X 885
 BY0749  PID         -  BY0749
 BY0749  STATE/COUNTY-  TX/ANGELINA
 BY0749  USGS QUAD   -  KELTYS (1980)
 BY0749
 BY0749                         *CURRENT SURVEY CONTROL
 BY0749  ___________________________________________________________________
 BY0749* NAD 83(1986)-  31 18 01.     (N)    094 51 11.     (W)     SCALED    
 BY0749* NAVD 88     -        80.68   (+/-2cm)     264.7    (feet)  VERTCON   
 BY0749  ___________________________________________________________________
 BY0749  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0749
 BY0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0749
 BY0749.The horizontal coordinates were scaled from a topographic map and have
 BY0749.an estimated accuracy of +/- 6 seconds.
 BY0749
 BY0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0749.The vertical order pertains to the NGVD 29 superseded value.
 BY0749
 BY0749.The geoid height was determined by GEOID03.
 BY0749
 BY0749;                    North         East    Units  Estimated Accuracy
 BY0749;SPC TX C     - 3,193,940.    1,221,480.      MT  (+/- 180 meters Scaled)
 BY0749
 BY0749                          SUPERSEDED SURVEY CONTROL
 BY0749
 BY0749  NGVD 29 (??/??/92)   80.724  (m)          264.84   (f) ADJ UNCH    2 0
 BY0749
 BY0749.Superseded values are not recommended for survey control.
 BY0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0749.See file dsdata.txt to determine how the superseded data were derived.
 BY0749
 BY0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ236643(NAD 83)
 BY0749_MARKER: DB = BENCH MARK DISK
 BY0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0749_STAMPING: X 885 1947
 BY0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0749+STABILITY: SURFACE MOTION
 BY0749
 BY0749  HISTORY     - Date     Condition        Report By
 BY0749  HISTORY     - 1947     MONUMENTED       CGS
 BY0749  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0749
 BY0749                          STATION DESCRIPTION
 BY0749
 BY0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0749'9.1 MI NE FROM APPLE SPRINGS.
 BY0749'9.1 MILES NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE
 BY0749'SPRINGS LODGE AT APPLE SPRINGS, 54.3 FEET SOUTHEAST OF AND LEVEL WITH
 BY0749'THE CENTER LINE OF THE HIGHWAY, 30.0 FEET SOUTHWEST OF THE CENTER LINE
 BY0749'OF A ROAD LEADING SOUTHEAST, 13.5 FEET SOUTH OF A TELEPHONE POLE, 12.2
 BY0749'FEET SOUTHWEST OF A POINT IN LINE WITH A ROW OF NORTHWEST-SOUTHEAST
 BY0749'TELEPHONE POLES, 1.8 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE
 BY0749'TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY0749
 BY0749                          STATION RECOVERY (1998)
 BY0749
 BY0749'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0602 ***********************************************************************
 AX0602  DESIGNATION -  X 886
 AX0602  PID         -  AX0602
 AX0602  STATE/COUNTY-  TX/LAVACA
 AX0602  USGS QUAD   -  SUBLIME (1981)
 AX0602
 AX0602                         *CURRENT SURVEY CONTROL
 AX0602  ___________________________________________________________________
 AX0602* NAD 83(1986)-  29 22 58.     (N)    096 48 01.     (W)     SCALED    
 AX0602* NAVD 88     -        64.66   (+/-2cm)     212.1    (feet)  VERTCON   
 AX0602  ___________________________________________________________________
 AX0602  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0602
 AX0602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0602
 AX0602.The horizontal coordinates were scaled from a topographic map and have
 AX0602.an estimated accuracy of +/- 6 seconds.
 AX0602
 AX0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0602.The vertical order pertains to the NGVD 29 superseded value.
 AX0602
 AX0602.The geoid height was determined by GEOID03.
 AX0602
 AX0602;                    North         East    Units  Estimated Accuracy
 AX0602;SPC TXSC     - 4,173,730.      813,500.      MT  (+/- 180 meters Scaled)
 AX0602
 AX0602                          SUPERSEDED SURVEY CONTROL
 AX0602
 AX0602  NGVD 29 (??/??/92)   64.66   (m)          212.1    (f) COMPUTED    2 0
 AX0602
 AX0602.Superseded values are not recommended for survey control.
 AX0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0602.See file dsdata.txt to determine how the superseded data were derived.
 AX0602
 AX0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT134524(NAD 83)
 AX0602_MARKER: DB = BENCH MARK DISK
 AX0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0602_STAMPING: X 886 1943
 AX0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0602+STABILITY: SURFACE MOTION
 AX0602
 AX0602  HISTORY     - Date     Condition        Report By
 AX0602  HISTORY     - 1943     MONUMENTED       CGS
 AX0602  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0602  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0602
 AX0602                          STATION DESCRIPTION
 AX0602
 AX0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0602'10.3 MI SE FROM HALLETTSVILLE.
 AX0602'10.3 MILES SOUTHEAST ALONG THE EDNA ROAD FROM HALLETTSVILLE, LAVACA
 AX0602'COUNTY, 0.7 MILE NORTHWEST OF A STEEL BRIDGE OVER A SLOUGH, 96 FEET
 AX0602'NORTH OF A LARGE WOODEN GATE IN THE RIGHT-OF-WAY FENCE, 36.5 FEET EAST
 AX0602'OF THE CENTERLINE OF THE ROAD, 3.5 FEET WEST OF THE BASE OF A LARGE
 AX0602'LIVE OAK TREE, AND LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AX0602'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AX0602
 AX0602                          STATION RECOVERY (1997)
 AX0602
 AX0602'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1170 ***********************************************************************
 AN1170  DESIGNATION -  X 887
 AN1170  PID         -  AN1170
 AN1170  STATE/COUNTY-  TX/VICTORIA
 AN1170  USGS QUAD   -  MISSION VALLEY (1987)
 AN1170
 AN1170                         *CURRENT SURVEY CONTROL
 AN1170  ___________________________________________________________________
 AN1170* NAD 83(1986)-  28 54 16.     (N)    097 12 25.     (W)     SCALED    
 AN1170* NAVD 88     -        52.09   (+/-2cm)     170.9    (feet)  VERTCON   
 AN1170  ___________________________________________________________________
 AN1170  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1170
 AN1170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1170
 AN1170.The horizontal coordinates were scaled from a topographic map and have
 AN1170.an estimated accuracy of +/- 6 seconds.
 AN1170
 AN1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1170.The vertical order pertains to the NGVD 29 superseded value.
 AN1170
 AN1170.The geoid height was determined by GEOID03.
 AN1170
 AN1170;                    North         East    Units  Estimated Accuracy
 AN1170;SPC TXSC     - 4,120,050.      774,850.      MT  (+/- 180 meters Scaled)
 AN1170
 AN1170                          SUPERSEDED SURVEY CONTROL
 AN1170
 AN1170  NGVD 29 (??/??/92)   52.125  (m)          171.01   (f) ADJ UNCH    2 0
 AN1170
 AN1170.Superseded values are not recommended for survey control.
 AN1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1170.See file dsdata.txt to determine how the superseded data were derived.
 AN1170
 AN1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS748987(NAD 83)
 AN1170_MARKER: DB = BENCH MARK DISK
 AN1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1170_STAMPING: X 887 1943
 AN1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1170+STABILITY: SURFACE MOTION
 AN1170
 AN1170  HISTORY     - Date     Condition        Report By
 AN1170  HISTORY     - 1943     MONUMENTED       CGS
 AN1170  HISTORY     - 1963     GOOD             USGS
 AN1170  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1170
 AN1170                          STATION DESCRIPTION
 AN1170
 AN1170'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1170'1.0 MI NW FROM MISSION VALLEY.
 AN1170'1.0 MILES NORTHWEST ALONG FARM-TO-MARKET ROAD 236 FROM THE LUTHERAN
 AN1170'CHURCH AT MISSION VALLEY, VICTORIA COUNTY, AT THE JUNCTION OF
 AN1170'FARM-TO-MARKET ROAD 237, 131.3 FEET SOUTHEAST OF THE JUNCTION OF THE
 AN1170'CENTER LINES OF THE ROADS, 52.5 FEET SOUTHWEST OF THE CENTER LINE OF
 AN1170'FARM-TO-MARKET ROAD 236.  A STANDARD DISK STAMPED X 887 1943 AND SET
 AN1170'IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 AN1170
 AN1170                          STATION RECOVERY (1990)
 AN1170
 AN1170'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1098 ***********************************************************************
 AN1098  DESIGNATION -  X 888
 AN1098  PID         -  AN1098
 AN1098  STATE/COUNTY-  TX/GOLIAD
 AN1098  USGS QUAD   -  ANDER (1987)
 AN1098
 AN1098                         *CURRENT SURVEY CONTROL
 AN1098  ___________________________________________________________________
 AN1098* NAD 83(1986)-  28 48 42.     (N)    097 15 05.     (W)     SCALED    
 AN1098* NAVD 88     -        56.23   (+/-2cm)     184.5    (feet)  VERTCON   
 AN1098  ___________________________________________________________________
 AN1098  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1098
 AN1098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1098
 AN1098.The horizontal coordinates were scaled from a topographic map and have
 AN1098.an estimated accuracy of +/- 6 seconds.
 AN1098
 AN1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1098.The vertical order pertains to the NGVD 29 superseded value.
 AN1098
 AN1098.The geoid height was determined by GEOID03.
 AN1098
 AN1098;                    North         East    Units  Estimated Accuracy
 AN1098;SPC TXSC     - 4,109,700.      770,670.      MT  (+/- 180 meters Scaled)
 AN1098
 AN1098                          SUPERSEDED SURVEY CONTROL
 AN1098
 AN1098  NGVD 29 (??/??/92)   56.284  (m)          184.66   (f) ADJ UNCH    2 0
 AN1098
 AN1098.Superseded values are not recommended for survey control.
 AN1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1098.See file dsdata.txt to determine how the superseded data were derived.
 AN1098
 AN1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS706883(NAD 83)
 AN1098_MARKER: DB = BENCH MARK DISK
 AN1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1098_STAMPING: X 888 1943
 AN1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1098+STABILITY: SURFACE MOTION
 AN1098
 AN1098  HISTORY     - Date     Condition        Report By
 AN1098  HISTORY     - 1943     MONUMENTED       CGS
 AN1098  HISTORY     - 1962     GOOD             USGS
 AN1098
 AN1098                          STATION DESCRIPTION
 AN1098
 AN1098'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AN1098'1.8 MI SW FROM SCHROEDER.
 AN1098'1.8 MILES SW ALONG FM 622 FROM THE SCHOOL AT SCHROEDER, GOLIAD COUNTY,
 AN1098'THENCE 0.6 MILES NW ALONG THE ROAD TO ANDER TO A 3 PIPE CULVERT, 154
 AN1098'FEET SE OF CENTER LINE OF ROAD AT CULVERT AND 92 FEET SW OF CENTER
 AN1098'LINE OF ROAD AND 10.5 FT. SE OF A 36 IN. LIVE OAK TREE.  A STANDARD
 AN1098'DISK, STAMPED X-888 1943 AND SET IN THE TOP OF A CONCRETE POST
 AN1098'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1035 ***********************************************************************
 AN1035  DESIGNATION -  X 889
 AN1035  PID         -  AN1035
 AN1035  STATE/COUNTY-  TX/DE WITT
 AN1035  USGS QUAD   -  MEYERSVILLE (1987)
 AN1035
 AN1035                         *CURRENT SURVEY CONTROL
 AN1035  ___________________________________________________________________
 AN1035* NAD 83(1986)-  28 54 36.     (N)    097 20 58.     (W)     SCALED    
 AN1035* NAVD 88     -        61.99   (+/-2cm)     203.4    (feet)  VERTCON   
 AN1035  ___________________________________________________________________
 AN1035  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1035
 AN1035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1035
 AN1035.The horizontal coordinates were scaled from a topographic map and have
 AN1035.an estimated accuracy of +/- 6 seconds.
 AN1035
 AN1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1035.The vertical order pertains to the NGVD 29 superseded value.
 AN1035
 AN1035.The geoid height was determined by GEOID03.
 AN1035
 AN1035;                    North         East    Units  Estimated Accuracy
 AN1035;SPC TXSC     - 4,120,460.      760,940.      MT  (+/- 180 meters Scaled)
 AN1035
 AN1035                          SUPERSEDED SURVEY CONTROL
 AN1035
 AN1035  NGVD 29 (??/??/92)   62.02   (m)          203.5    (f) COMPUTED    2 0
 AN1035
 AN1035.Superseded values are not recommended for survey control.
 AN1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1035.See file dsdata.txt to determine how the superseded data were derived.
 AN1035
 AN1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS609991(NAD 83)
 AN1035_MARKER: DB = BENCH MARK DISK
 AN1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1035_SP_SET: CULVERT
 AN1035_STAMPING: X 889 1943
 AN1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1035
 AN1035  HISTORY     - Date     Condition        Report By
 AN1035  HISTORY     - 1943     MONUMENTED       CGS
 AN1035  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1035
 AN1035                          STATION DESCRIPTION
 AN1035
 AN1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1035'14.15 MI S FROM CUERO.
 AN1035'BENCH MARK IS ABOUT 0.6 MILE SOUTH OF MEYERSVILLE, AND 21.0 FEET EAST
 AN1035'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.  IT IS
 AN1035'SET HORIZONTALLY IN THE SOUTH END OF THE EAST HEADWALL OF A LARGE
 AN1035'CONCRETE CULVERT.  NOTE-- TO REACH FROM THE POST OFFICE AT CUERO--
 AN1035'PROCEED 14.15 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 29 TO SITE OF
 AN1035'BENCH MARK.
 AN1035
 AN1035                          STATION RECOVERY (1990)
 AN1035
 AN1035'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1795 ***********************************************************************
 BK1795  DESIGNATION -  X 89
 BK1795  PID         -  BK1795
 BK1795  STATE/COUNTY-  TX/JASPER
 BK1795  USGS QUAD   -  GIST (1984)
 BK1795
 BK1795                         *CURRENT SURVEY CONTROL
 BK1795  ___________________________________________________________________
 BK1795* NAD 83(1986)-  30 15 32.     (N)    093 54 02.     (W)     SCALED    
 BK1795* NAVD 88     -         9.21   (+/-2cm)      30.2    (feet)  VERTCON   
 BK1795  ___________________________________________________________________
 BK1795  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BK1795
 BK1795  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1795
 BK1795.The horizontal coordinates were scaled from a topographic map and have
 BK1795.an estimated accuracy of +/- 6 seconds.
 BK1795
 BK1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1795.The vertical order pertains to the NGVD 29 superseded value.
 BK1795
 BK1795.The geoid height was determined by GEOID03.
 BK1795
 BK1795;                    North         East    Units  Estimated Accuracy
 BK1795;SPC TX C     - 3,083,550.    1,318,690.      MT  (+/- 180 meters Scaled)
 BK1795
 BK1795                          SUPERSEDED SURVEY CONTROL
 BK1795
 BK1795  NGVD 29 (??/??/??)    9.173  (m)           30.10   (f) ADJUSTED    1 2
 BK1795
 BK1795.Superseded values are not recommended for survey control.
 BK1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1795.See file dsdata.txt to determine how the superseded data were derived.
 BK1795
 BK1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP133478(NAD 83)
 BK1795_MARKER: DB = BENCH MARK DISK
 BK1795_SETTING: 0 = UNSPECIFIED SETTING
 BK1795_STAMPING: 30.095 X 89 1932
 BK1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1795
 BK1795  HISTORY     - Date     Condition        Report By
 BK1795  HISTORY     - 1932     MONUMENTED       CGS
 BK1795  HISTORY     - 1976     MARK NOT FOUND   USGS
 BK1795  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1795
 BK1795                          STATION DESCRIPTION
 BK1795
 BK1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1795'4.25 MI N FROM MAURICEVILLE.
 BK1795'4.25 MILES NORTH OF THE STATION AT MAURICEVILLE ON THE ORANGE AND
 BK1795'NORTHWESTERN R.R., 40 FEET WEST OF THE TRACK, 35 FEET EAST OF THE
 BK1795'HIGHWAY NO. 62, 2 1/2 POLES NORTH OF MILE POLE NO. B 482, 0.5 MILE
 BK1795'SOUTH OF R.R. TRESTLE NO. B 482.5.
 BK1795
 BK1795                          STATION RECOVERY (1976)
 BK1795
 BK1795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BK1795'MARK NOT FOUND.
 BK1795
 BK1795                          STATION RECOVERY (1979)
 BK1795
 BK1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1162 ***********************************************************************
 BY1162  DESIGNATION -  X 891
 BY1162  PID         -  BY1162
 BY1162  STATE/COUNTY-  TX/NACOGDOCHES
 BY1162  USGS QUAD   -  WODEN (1983)
 BY1162
 BY1162                         *CURRENT SURVEY CONTROL
 BY1162  ___________________________________________________________________
 BY1162* NAD 83(1986)-  31 37 29.     (N)    094 31 20.     (W)     SCALED    
 BY1162* NAVD 88     -       100.20   (+/-2cm)     328.7    (feet)  VERTCON   
 BY1162  ___________________________________________________________________
 BY1162  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1162
 BY1162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1162
 BY1162.The horizontal coordinates were scaled from a topographic map and have
 BY1162.an estimated accuracy of +/- 6 seconds.
 BY1162
 BY1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1162.The vertical order pertains to the NGVD 29 superseded value.
 BY1162
 BY1162.The geoid height was determined by GEOID03.
 BY1162
 BY1162;                    North         East    Units  Estimated Accuracy
 BY1162;SPC TX C     - 3,231,460.    1,251,050.      MT  (+/- 180 meters Scaled)
 BY1162
 BY1162                          SUPERSEDED SURVEY CONTROL
 BY1162
 BY1162  NGVD 29 (??/??/92)  100.239  (m)          328.87   (f) ADJ UNCH    2 0
 BY1162
 BY1162.Superseded values are not recommended for survey control.
 BY1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1162.See file dsdata.txt to determine how the superseded data were derived.
 BY1162
 BY1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ556998(NAD 83)
 BY1162_MARKER: DB = BENCH MARK DISK
 BY1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1162_STAMPING: X 891 1948
 BY1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1162+STABILITY: SURFACE MOTION
 BY1162
 BY1162  HISTORY     - Date     Condition        Report By
 BY1162  HISTORY     - 1948     MONUMENTED       CGS
 BY1162  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1162  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1162
 BY1162                          STATION DESCRIPTION
 BY1162
 BY1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1162'3.15 MI N FROM SWIFT.
 BY1162'2.4 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1162'SWIFT, THENCE 0.75 MILE NORTH ALONG THE CHRISTOPHER STORE-SHADY GROVE
 BY1162'CHURCH ROAD, 123.0 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE
 BY1162'NORTHEAST CORNER OF THE FRONT PORCH FOR THE WHITE FRAME HOUSE OF P. L.
 BY1162'BURNAMAN, 33.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 31.0 FEET
 BY1162'NORTH NORTHEAST OF THE MOST NORTHERLY TRUNK OF A TWIN HICKORY TREE,
 BY1162'20.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BLACKSMITH SHOP AND
 BY1162'TOOL SHED, 2.0 FEET NORTH OF A REFERENCE POST, 1.0 FOOT EAST OF A
 BY1162'FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 BY1162'ABOVE THE GROUND.
 BY1162
 BY1162                          STATION RECOVERY (1977)
 BY1162
 BY1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1162'MARK NOT FOUND.
 BY1162
 BY1162                          STATION RECOVERY (1998)
 BY1162
 BY1162'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0154 ***********************************************************************
 BY0154  DESIGNATION -  X 892
 BY0154  PID         -  BY0154
 BY0154  STATE/COUNTY-  TX/NACOGDOCHES
 BY0154  USGS QUAD   -  GARRISON EAST (1984)
 BY0154
 BY0154                         *CURRENT SURVEY CONTROL
 BY0154  ___________________________________________________________________
 BY0154* NAD 83(1986)-  31 48 47.     (N)    094 28 14.     (W)     SCALED    
 BY0154* NAVD 88     -       112.270  (meters)     368.34   (feet)  ADJUSTED  
 BY0154  ___________________________________________________________________
 BY0154  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY0154  DYNAMIC HT  -         112.134 (meters)     367.89  (feet)  COMP
 BY0154  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 BY0154
 BY0154  VERT ORDER  -  FIRST     CLASS II
 BY0154
 BY0154.The horizontal coordinates were scaled from a topographic map and have
 BY0154.an estimated accuracy of +/- 6 seconds.
 BY0154
 BY0154.The orthometric height was determined by differential leveling
 BY0154.and adjusted by the National Geodetic Survey in June 1991..
 BY0154
 BY0154.The geoid height was determined by GEOID03.
 BY0154
 BY0154.The dynamic height is computed by dividing the NAVD 88
 BY0154.geopotential number by the normal gravity value computed on the
 BY0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0154.degrees latitude (g = 980.6199 gals.).
 BY0154
 BY0154.The modeled gravity was interpolated from observed gravity values.
 BY0154
 BY0154;                    North         East    Units  Estimated Accuracy
 BY0154;SPC TX C     - 3,252,570.    1,254,850.      MT  (+/- 180 meters Scaled)
 BY0154
 BY0154                          SUPERSEDED SURVEY CONTROL
 BY0154
 BY0154  NGVD 29 (??/??/92)  112.256  (m)          368.29   (f) ADJ UNCH    1 2
 BY0154
 BY0154.Superseded values are not recommended for survey control.
 BY0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0154.See file dsdata.txt to determine how the superseded data were derived.
 BY0154
 BY0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR608206(NAD 83)
 BY0154_MARKER: DB = BENCH MARK DISK
 BY0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0154_STAMPING: X 892 1948
 BY0154_PROJECTION: PROJECTING 10 CENTIMETERS
 BY0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0154+STABILITY: SURFACE MOTION
 BY0154
 BY0154  HISTORY     - Date     Condition        Report By
 BY0154  HISTORY     - 1948     MONUMENTED       CGS
 BY0154  HISTORY     - 1979     GOOD             NGS
 BY0154
 BY0154                          STATION DESCRIPTION
 BY0154
 BY0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0154'1.6 MI SE FROM GARRISON.
 BY0154'0.1 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0154'STATION AT GARRISON, THENCE 1.5 MILE SOUTHEAST ALONG A GRADED DIRT
 BY0154'ROAD (GARRISON-PINE HILL SCHOOL ROAD), 0.05 MILE WEST OF AN EAST-WEST
 BY0154'AND NORTH-SOUTH ROAD INTERSECTION, AT THE FARM HOME OF LEROY MCDUFFIE,
 BY0154'ABOUT 300.0 FEET EAST OF CROSSING OF UNITED GAS COMPANY PIPE LINE,
 BY0154'48.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29.0 FEET SOUTHEAST OF
 BY0154'THE SOUTHEAST CORNER OF THE FARMHOUSE, 24.0 FEET NORTHWEST OF THE
 BY0154'CENTER OF A WOODEN GATE, 3.0 FEET NORTH OF A REFERENCE POST, 1.0 FOOT
 BY0154'EAST OF A YARD FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0154'0.4 FOOT ABOVE THE GROUND.
 BY0154
 BY0154                          STATION RECOVERY (1979)
 BY0154
 BY0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0154'1.5 MILES SOUTHEAST ALONG FARM ROAD 138 FROM THE JUNCTION OF U.S.
 BY0154'HIGHWAY 59 IN GARRISON, THENCE 0.05 MILE EAST ACROSS A CATTLE GUARD
 BY0154'AND ALONG A DRIVEWAY LEADING TO THE FARM HOME OF LEROY MCDUFFIE, 0.05
 BY0154'MILE EAST OF THE UNITED PIPELINE CROSSING, 48.0 FT. NORTH OF THE
 BY0154'CENTERLINE OF THE DRIVE, 17.0 FT. NORTH OF THE SOUTHEAST CORNER OF THE
 BY0154'YARD FENCE, 29.0 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 BY0154'1.0 FT. EAST OF THE FENCE.
 BY0154'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0322 ***********************************************************************
 BY0322  DESIGNATION -  X 893
 BY0322  PID         -  BY0322
 BY0322  STATE/COUNTY-  TX/NACOGDOCHES
 BY0322  USGS QUAD   -  ETOILE NORTH (1984)
 BY0322
 BY0322                         *CURRENT SURVEY CONTROL
 BY0322  ___________________________________________________________________
 BY0322* NAD 83(1986)-  31 28 40.     (N)    094 29 07.     (W)     SCALED    
 BY0322* NAVD 88     -        89.58   (+/-2cm)     293.9    (feet)  VERTCON   
 BY0322  ___________________________________________________________________
 BY0322  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY0322
 BY0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0322
 BY0322.The horizontal coordinates were scaled from a topographic map and have
 BY0322.an estimated accuracy of +/- 6 seconds.
 BY0322
 BY0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0322.The vertical order pertains to the NGVD 29 superseded value.
 BY0322
 BY0322.The geoid height was determined by GEOID03.
 BY0322
 BY0322;                    North         East    Units  Estimated Accuracy
 BY0322;SPC TX C     - 3,215,380.    1,255,410.      MT  (+/- 180 meters Scaled)
 BY0322
 BY0322                          SUPERSEDED SURVEY CONTROL
 BY0322
 BY0322  NGVD 29 (??/??/92)   89.637  (m)          294.08   (f) ADJ UNCH    2 0
 BY0322
 BY0322.Superseded values are not recommended for survey control.
 BY0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0322.See file dsdata.txt to determine how the superseded data were derived.
 BY0322
 BY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ589835(NAD 83)
 BY0322_MARKER: DB = BENCH MARK DISK
 BY0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0322_STAMPING: X 893 1948
 BY0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0322+STABILITY: SURFACE MOTION
 BY0322
 BY0322  HISTORY     - Date     Condition        Report By
 BY0322  HISTORY     - 1948     MONUMENTED       CGS
 BY0322  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0322
 BY0322                          STATION DESCRIPTION
 BY0322
 BY0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0322'4.95 MI E FROM WODEN.
 BY0322'3.15 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY0322'WODEN, THENCE 1.8 MILES EAST ALONG A DIRT ROAD, 0.15 MILE WEST OF THE
 BY0322'FROST INDUSTRIES, INC. RAILROAD, 63.0 FEET EAST OF A 10-INCH PINE
 BY0322'TREE, 41.0 FEET SOUTHWEST OF A 12-INCH PINE TREE, 38.0 FEET NORTH OF
 BY0322'THE CENTER LINE OF THE ROAD, 23.6 FEET NORTHWEST OF A 10-INCH PINE
 BY0322'TREE, 2.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0322'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0322
 BY0322                          STATION RECOVERY (1998)
 BY0322
 BY0322'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0224 ***********************************************************************
 BY0224  DESIGNATION -  X 894
 BY0224  PID         -  BY0224
 BY0224  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0224  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0224
 BY0224                         *CURRENT SURVEY CONTROL
 BY0224  ___________________________________________________________________
 BY0224* NAD 83(1986)-  31 32 51.     (N)    094 12 31.     (W)     SCALED    
 BY0224* NAVD 88     -       141.01   (+/-2cm)     462.6    (feet)  VERTCON   
 BY0224  ___________________________________________________________________
 BY0224  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BY0224
 BY0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0224
 BY0224.The horizontal coordinates were scaled from a topographic map and have
 BY0224.an estimated accuracy of +/- 6 seconds.
 BY0224
 BY0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0224.The vertical order pertains to the NGVD 29 superseded value.
 BY0224
 BY0224.The geoid height was determined by GEOID03.
 BY0224
 BY0224;                    North         East    Units  Estimated Accuracy
 BY0224;SPC TX C     - 3,224,510.    1,281,230.      MT  (+/- 180 meters Scaled)
 BY0224
 BY0224                          SUPERSEDED SURVEY CONTROL
 BY0224
 BY0224  NGVD 29 (??/??/92)  141.039  (m)          462.73   (f) ADJ UNCH    2 0
 BY0224
 BY0224.Superseded values are not recommended for survey control.
 BY0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0224.See file dsdata.txt to determine how the superseded data were derived.
 BY0224
 BY0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ852909(NAD 83)
 BY0224_MARKER: DB = BENCH MARK DISK
 BY0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0224_STAMPING: X 894 1949
 BY0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0224+STABILITY: SURFACE MOTION
 BY0224
 BY0224  HISTORY     - Date     Condition        Report By
 BY0224  HISTORY     - 1949     MONUMENTED       CGS
 BY0224
 BY0224                          STATION DESCRIPTION
 BY0224
 BY0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0224'4.35 MI N FROM DENNING.
 BY0224'1.7 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0224'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, THENCE 1.05 MILES NORTH ALONG
 BY0224'A GRADED DIRT ROAD, THENCE 0.7 MILE EAST ALONG A GRADED DIRT ROAD,
 BY0224'THENCE 0.9 MILE NORTH ALONG A GRADED DIRT ROAD, AT A CURVE IN THE
 BY0224'ROAD, ABOUT 750.0 FEET WEST OF A FARMHOUSE, 376.0 FEET NORTHWEST OF
 BY0224'THE CENTER LINE OF A ROAD LEADING NORTHEAST TO A FARMHOUSE, 48.6 FEET
 BY0224'NORTH OF THE CENTER LINE OF THE ROAD, 3.2 FEET SOUTHWEST OF A FENCE
 BY0224'CORNER POST, 1.2 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF
 BY0224'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0288 ***********************************************************************
 BY0288  DESIGNATION -  X 895
 BY0288  PID         -  BY0288
 BY0288  STATE/COUNTY-  TX/NACOGDOCHES
 BY0288  USGS QUAD   -  MELROSE (1984)
 BY0288
 BY0288                         *CURRENT SURVEY CONTROL
 BY0288  ___________________________________________________________________
 BY0288* NAD 83(1986)-  31 33 47.     (N)    094 29 00.     (W)     SCALED    
 BY0288* NAVD 88     -       111.35   (+/-2cm)     365.3    (feet)  VERTCON   
 BY0288  ___________________________________________________________________
 BY0288  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY0288
 BY0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0288
 BY0288.The horizontal coordinates were scaled from a topographic map and have
 BY0288.an estimated accuracy of +/- 6 seconds.
 BY0288
 BY0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0288.The vertical order pertains to the NGVD 29 superseded value.
 BY0288
 BY0288.The geoid height was determined by GEOID03.
 BY0288
 BY0288;                    North         East    Units  Estimated Accuracy
 BY0288;SPC TX C     - 3,224,830.    1,255,100.      MT  (+/- 180 meters Scaled)
 BY0288
 BY0288                          SUPERSEDED SURVEY CONTROL
 BY0288
 BY0288  NGVD 29 (??/??/92)  111.394  (m)          365.47   (f) ADJ UNCH    2 0
 BY0288
 BY0288.Superseded values are not recommended for survey control.
 BY0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0288.See file dsdata.txt to determine how the superseded data were derived.
 BY0288
 BY0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ592929(NAD 83)
 BY0288_MARKER: DB = BENCH MARK DISK
 BY0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0288_STAMPING: X 895 1949
 BY0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0288+STABILITY: SURFACE MOTION
 BY0288
 BY0288  HISTORY     - Date     Condition        Report By
 BY0288  HISTORY     - 1949     MONUMENTED       CGS
 BY0288  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0288
 BY0288                          STATION DESCRIPTION
 BY0288
 BY0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0288'IN MELROSE.
 BY0288'AT MELROSE, 122.0 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 21,
 BY0288'110.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE ELEMENTARY SCHOOL,
 BY0288'9.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH OF CHRIST,
 BY0288'1.4 FEET SOUTH OF A REFERENCE POST, 1.3 FEET WEST OF A FENCE, AND SET
 BY0288'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY0288
 BY0288                          STATION RECOVERY (1998)
 BY0288
 BY0288'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1496 ***********************************************************************
 BY1496  DESIGNATION -  X 896
 BY1496  PID         -  BY1496
 BY1496  STATE/COUNTY-  TX/TRINITY
 BY1496  USGS QUAD   -  CENTRALIA (1950)
 BY1496
 BY1496                         *CURRENT SURVEY CONTROL
 BY1496  ___________________________________________________________________
 BY1496* NAD 83(1986)-  31 18 29.     (N)    095 03 04.     (W)     SCALED    
 BY1496* NAVD 88     -        92.87   (+/-2cm)     304.7    (feet)  VERTCON   
 BY1496  ___________________________________________________________________
 BY1496  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BY1496
 BY1496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1496
 BY1496.The horizontal coordinates were scaled from a topographic map and have
 BY1496.an estimated accuracy of +/- 6 seconds.
 BY1496
 BY1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1496.The vertical order pertains to the NGVD 29 superseded value.
 BY1496
 BY1496.The geoid height was determined by GEOID03.
 BY1496
 BY1496;                    North         East    Units  Estimated Accuracy
 BY1496;SPC TX C     - 3,193,890.    1,202,610.      MT  (+/- 180 meters Scaled)
 BY1496
 BY1496                          SUPERSEDED SURVEY CONTROL
 BY1496
 BY1496  NGVD 29 (??/??/92)   92.908  (m)          304.82   (f) ADJ UNCH    2 0
 BY1496
 BY1496.Superseded values are not recommended for survey control.
 BY1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1496.See file dsdata.txt to determine how the superseded data were derived.
 BY1496
 BY1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ048655(NAD 83)
 BY1496_MARKER: DB = BENCH MARK DISK
 BY1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1496_STAMPING: X 896 1948
 BY1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1496+STABILITY: SURFACE MOTION
 BY1496
 BY1496  HISTORY     - Date     Condition        Report By
 BY1496  HISTORY     - 1948     MONUMENTED       CGS
 BY1496
 BY1496                          STATION DESCRIPTION
 BY1496
 BY1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1496'11.3 MI SE FROM KENNARD.
 BY1496'1.3 MILES EAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT KENNARD,
 BY1496'THENCE 8.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES
 BY1496'EAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 27, 59.2 FEET SOUTH
 BY1496'OF THE WEST END OF A GALVANIZED IRON CULVERT, 37.0 FEET SOUTH OF THE
 BY1496'CENTER LINE OF THE HIGHWAY, 10.0 FEET WEST OF A 10-INCH PINE TREE WITH
 BY1496'A TRIANGULAR BLAZE, 1.5 FEET EAST OF A REFERENCE POST, IN LINE WITH
 BY1496'THE EXTENDED CENTER LINE OF A PRIVATE FARM DRIVEWAY LEADING NORTHEAST
 BY1496'FROM THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY1496'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 1.1 MILES WEST OF
 BY1496'BENCH MARK W 896.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1625 ***********************************************************************
 BY1625  DESIGNATION -  X 897
 BY1625  PID         -  BY1625
 BY1625  STATE/COUNTY-  TX/HOUSTON
 BY1625  USGS QUAD   -  FODICE (1963)
 BY1625
 BY1625                         *CURRENT SURVEY CONTROL
 BY1625  ___________________________________________________________________
 BY1625* NAD 83(1986)-  31 08 03.     (N)    095 20 37.     (W)     SCALED    
 BY1625* NAVD 88     -        91.13   (+/-2cm)     299.0    (feet)  VERTCON   
 BY1625  ___________________________________________________________________
 BY1625  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1625
 BY1625  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1625
 BY1625.The horizontal coordinates were scaled from a topographic map and have
 BY1625.an estimated accuracy of +/- 6 seconds.
 BY1625
 BY1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1625.The vertical order pertains to the NGVD 29 superseded value.
 BY1625
 BY1625.The geoid height was determined by GEOID03.
 BY1625
 BY1625;                    North         East    Units  Estimated Accuracy
 BY1625;SPC TX C     - 3,173,350.    1,175,660.      MT  (+/- 180 meters Scaled)
 BY1625
 BY1625                          SUPERSEDED SURVEY CONTROL
 BY1625
 BY1625  NGVD 29 (??/??/92)   91.148  (m)          299.04   (f) ADJ UNCH    2 0
 BY1625
 BY1625.Superseded values are not recommended for survey control.
 BY1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1625.See file dsdata.txt to determine how the superseded data were derived.
 BY1625
 BY1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ765468(NAD 83)
 BY1625_MARKER: DB = BENCH MARK DISK
 BY1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1625_STAMPING: X 897 1948
 BY1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1625+STABILITY: SURFACE MOTION
 BY1625
 BY1625  HISTORY     - Date     Condition        Report By
 BY1625  HISTORY     - 1948     MONUMENTED       CGS
 BY1625  HISTORY     - 1962     GOOD             USGS
 BY1625
 BY1625                          STATION DESCRIPTION
 BY1625
 BY1625'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BY1625'6.6 MI E FROM LOVELADY.
 BY1625'LOVELADY, 6.6 MILES EAST OF ALONG FARM ROAD NO. 1280.  75 FEET SE.
 BY1625'ALONG ROAD NO. 1280 FROM DRIVEWAY TO A.W. DRISKELL RESIDENCE, 68 FEET
 BY1625'SW. OF ROAD NO. 1280, 2 FEET SE. OF A WITNESS POST, IN A CONCRETE POST
 BY1625'A STANDARD TABLET STAMPED X 897 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0353 ***********************************************************************
 BZ0353  DESIGNATION -  X 898
 BZ0353  PID         -  BZ0353
 BZ0353  STATE/COUNTY-  TX/LIMESTONE
 BZ0353  USGS QUAD   -  FARRAR (1966)
 BZ0353
 BZ0353                         *CURRENT SURVEY CONTROL
 BZ0353  ___________________________________________________________________
 BZ0353* NAD 83(1986)-  31 29 12.     (N)    096 18 26.     (W)     SCALED    
 BZ0353* NAVD 88     -       132.074  (meters)     433.31   (feet)  ADJUSTED  
 BZ0353  ___________________________________________________________________
 BZ0353  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 BZ0353  DYNAMIC HT  -         131.914 (meters)     432.79  (feet)  COMP
 BZ0353  MODELED GRAV-     979,427.0   (mgal)                       NAVD 88
 BZ0353
 BZ0353  VERT ORDER  -  FIRST     CLASS II
 BZ0353
 BZ0353.The horizontal coordinates were scaled from a topographic map and have
 BZ0353.an estimated accuracy of +/- 6 seconds.
 BZ0353
 BZ0353.The orthometric height was determined by differential leveling
 BZ0353.and adjusted by the National Geodetic Survey in June 1991..
 BZ0353.WARNING-Repeat measurements at this control monument indicate possible
 BZ0353.vertical movement.
 BZ0353
 BZ0353.The geoid height was determined by GEOID03.
 BZ0353
 BZ0353.The dynamic height is computed by dividing the NAVD 88
 BZ0353.geopotential number by the normal gravity value computed on the
 BZ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0353.degrees latitude (g = 980.6199 gals.).
 BZ0353
 BZ0353.The modeled gravity was interpolated from observed gravity values.
 BZ0353
 BZ0353;                    North         East    Units  Estimated Accuracy
 BZ0353;SPC TX C     - 3,208,680.    1,082,430.      MT  (+/- 180 meters Scaled)
 BZ0353
 BZ0353                          SUPERSEDED SURVEY CONTROL
 BZ0353
 BZ0353  NGVD 29 (??/??/92)  132.008  (m)          433.10   (f) ADJ UNCH    1 2
 BZ0353
 BZ0353.Superseded values are not recommended for survey control.
 BZ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0353.See file dsdata.txt to determine how the superseded data were derived.
 BZ0353
 BZ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV557866(NAD 83)
 BZ0353_MARKER: DB = BENCH MARK DISK
 BZ0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0353_STAMPING: X 898 1948
 BZ0353_PROJECTION: PROJECTING 4 CENTIMETERS
 BZ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0353+STABILITY: SURFACE MOTION
 BZ0353
 BZ0353  HISTORY     - Date     Condition        Report By
 BZ0353  HISTORY     - 1948     MONUMENTED       CGS
 BZ0353  HISTORY     - 1952     GOOD             NGS
 BZ0353  HISTORY     - 1980     POOR             NGS
 BZ0353
 BZ0353                          STATION DESCRIPTION
 BZ0353
 BZ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0353'IN FAIROAKS.
 BZ0353'AT FAIROAKS, 300.0 FEET WEST OF THE SOUTHWEST CORNER OF THE FAIROAKS
 BZ0353'HIGH SCHOOL, 100.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BZ0353'BIVIENS GROCERY STORE, 71.2 FEET NORTHEAST AND ABOUT 3.0 FEET ABOVE
 BZ0353'THE CENTER OF FARM ROAD NO.39, 3.4 FEET NORTHWEST OF A TRANSFORMER
 BZ0353'POLE, 1.5 FEET SOUTHEAST OF A WITNESS POST AND SET IN THE TOP OF A
 BZ0353'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0353
 BZ0353                          STATION RECOVERY (1952)
 BZ0353
 BZ0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BZ0353'RECOVERED IN GOOD CONDITION.
 BZ0353
 BZ0353                          STATION RECOVERY (1980)
 BZ0353
 BZ0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0353'3.5 KM. (2.15 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0353'STATE HIGHWAY 164 IN PERSONVILLE, AT A CROSS ROAD, 21.8 M. (71.5 FT.)
 BZ0353'NORTHEAST OF THE CENTERLINE OF THE ROAD, 30.5 M. (100 FT.) SOUTHEAST
 BZ0353'OF THE CENTERLINE OF THE CROSS ROAD, 1.1 M. (3.5 FT.) NORTHWEST OF A
 BZ0353'POWERLINE POLE WITH A TRANSFORMER, 13.7 M. (45.0 FT.) NORTHEAST OF
 BZ0353'THE NORTHEAST END OF A ROUND STEEL CULVERT UNDER THE ROAD.
 BZ0353'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 BZ0353'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0084 ***********************************************************************
 BZ0084  DESIGNATION -  X 899
 BZ0084  PID         -  BZ0084
 BZ0084  STATE/COUNTY-  TX/FREESTONE
 BZ0084  USGS QUAD   -  DEW (1982)
 BZ0084
 BZ0084                         *CURRENT SURVEY CONTROL
 BZ0084  ___________________________________________________________________
 BZ0084* NAD 83(1986)-  31 30 35.     (N)    096 14 26.     (W)     SCALED    
 BZ0084* NAVD 88     -       132.488  (meters)     434.67   (feet)  ADJUSTED  
 BZ0084  ___________________________________________________________________
 BZ0084  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BZ0084  DYNAMIC HT  -         132.327 (meters)     434.14  (feet)  COMP
 BZ0084  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 BZ0084
 BZ0084  VERT ORDER  -  SECOND    CLASS 0
 BZ0084
 BZ0084.The horizontal coordinates were scaled from a topographic map and have
 BZ0084.an estimated accuracy of +/- 6 seconds.
 BZ0084
 BZ0084.The orthometric height was determined by differential leveling
 BZ0084.and adjusted by the National Geodetic Survey in June 1991..
 BZ0084
 BZ0084.The geoid height was determined by GEOID03.
 BZ0084
 BZ0084.The dynamic height is computed by dividing the NAVD 88
 BZ0084.geopotential number by the normal gravity value computed on the
 BZ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0084.degrees latitude (g = 980.6199 gals.).
 BZ0084
 BZ0084.The modeled gravity was interpolated from observed gravity values.
 BZ0084
 BZ0084;                    North         East    Units  Estimated Accuracy
 BZ0084;SPC TX C     - 3,211,470.    1,088,670.      MT  (+/- 180 meters Scaled)
 BZ0084
 BZ0084                          SUPERSEDED SURVEY CONTROL
 BZ0084
 BZ0084  NGVD 29 (??/??/92)  132.483  (m)          434.65   (f) ADJ UNCH    2 0
 BZ0084
 BZ0084.Superseded values are not recommended for survey control.
 BZ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0084.See file dsdata.txt to determine how the superseded data were derived.
 BZ0084
 BZ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV620893(NAD 83)
 BZ0084_MARKER: DB = BENCH MARK DISK
 BZ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0084_STAMPING: X 899 1948
 BZ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0084+STABILITY: SURFACE MOTION
 BZ0084
 BZ0084  HISTORY     - Date     Condition        Report By
 BZ0084  HISTORY     - 1948     MONUMENTED       CGS
 BZ0084
 BZ0084                          STATION DESCRIPTION
 BZ0084
 BZ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0084'2.5 MI NW FROM DONIE.
 BZ0084'2.5 MILES NORTHWEST ALONG FARM HIGHWAY 80 FROM THE POST OFFICE AT
 BZ0084'DONIE, 155.0 FEET SOUTH OF A SMALL WINDMILL, 102.2 FEET SOUTHEAST OF
 BZ0084'THE SOUTHEAST CORNER OF A FARMHOUSE, 51.8 FEET WEST OF AND LEVEL WITH
 BZ0084'THE CENTER LINE OF THE HIGHWAY, 32.0 FEET SOUTHEAST OF A POWER POLE,
 BZ0084'9.8 FEET SOUTH OF A FENCE CORNER, 1.4 FEET NORTH OF A WITNESS POST,
 BZ0084'1.0 FOOT EAST OF A WOVEN WIRE FENCE, SET IN THE TOP OF A CONCRETE POST
 BZ0084'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0336 ***********************************************************************
 FL0336  DESIGNATION -  X 9
 FL0336  PID         -  FL0336
 FL0336  STATE/COUNTY-  TX/GRAY
 FL0336  USGS QUAD   -  ALANREED (1976)
 FL0336
 FL0336                         *CURRENT SURVEY CONTROL
 FL0336  ___________________________________________________________________
 FL0336* NAD 83(1986)-  35 12 47.     (N)    100 43 56.     (W)     SCALED    
 FL0336* NAVD 88     -       923.149  (meters)    3028.70   (feet)  POSTED    
 FL0336  ___________________________________________________________________
 FL0336  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0336  DYNAMIC HT  -         922.130 (meters)    3025.35  (feet)  COMP
 FL0336  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 FL0336
 FL0336  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FL0336
 FL0336.The horizontal coordinates were scaled from a topographic map and have
 FL0336.an estimated accuracy of +/- 6 seconds.
 FL0336
 FL0336.The orthometric height was determined by differential leveling
 FL0336.and adjusted by the National Geodetic Survey in 1992..
 FL0336.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FL0336.rate greater than 8.0 mm/km.
 FL0336
 FL0336.The geoid height was determined by GEOID03.
 FL0336
 FL0336.The dynamic height is computed by dividing the NAVD 88
 FL0336.geopotential number by the normal gravity value computed on the
 FL0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0336.degrees latitude (g = 980.6199 gals.).
 FL0336
 FL0336.The modeled gravity was interpolated from observed gravity values.
 FL0336
 FL0336;                    North         East    Units  Estimated Accuracy
 FL0336;SPC TX N     - 1,134,840.      269,900.      MT  (+/- 180 meters Scaled)
 FL0336
 FL0336                          SUPERSEDED SURVEY CONTROL
 FL0336
 FL0336  NGVD 29 (??/??/92)  922.761  (m)         3027.43   (f) ADJ UNCH    1 2
 FL0336
 FL0336.Superseded values are not recommended for survey control.
 FL0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0336.See file dsdata.txt to determine how the superseded data were derived.
 FL0336
 FL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD423980(NAD 83)
 FL0336_MARKER: DB = BENCH MARK DISK
 FL0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0336_SP_SET: BUILDING
 FL0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0336
 FL0336  HISTORY     - Date     Condition        Report By
 FL0336  HISTORY     - UNK      MONUMENTED       CGS
 FL0336  HISTORY     - 1936     GOOD             CGS
 FL0336
 FL0336                          STATION DESCRIPTION
 FL0336
 FL0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FL0336'IN ALANREED.
 FL0336'AT ALANREED, GRAY COUNTY, AT THE NORTHWEST CORNER OF MAIN STREET AND
 FL0336'SECOND AVENUE, ON THE BRICK BUILDING OCCUPIED BY THE BANK OF ALANREED,
 FL0336'IT IS ON THE SOUTHWEST CORNER OF THE BUILDING, TO THE LEFT OF THE
 FL0336'ENTRANCE, AND 0.3 METER ABOVE THE SIDEWALK.  A BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1880 ***********************************************************************
 BK1880  DESIGNATION -  X 90
 BK1880  PID         -  BK1880
 BK1880  STATE/COUNTY-  TX/JASPER
 BK1880  USGS QUAD   -  JASPER EAST (1984)
 BK1880
 BK1880                         *CURRENT SURVEY CONTROL
 BK1880  ___________________________________________________________________
 BK1880* NAD 83(1986)-  30 53 55.     (N)    093 56 10.     (W)     SCALED    
 BK1880* NAVD 88     -        79.75   (+/-2cm)     261.6    (feet)  VERTCON   
 BK1880  ___________________________________________________________________
 BK1880  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BK1880
 BK1880  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1880
 BK1880.The horizontal coordinates were scaled from a topographic map and have
 BK1880.an estimated accuracy of +/- 6 seconds.
 BK1880
 BK1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1880.The vertical order pertains to the NGVD 29 superseded value.
 BK1880
 BK1880.The geoid height was determined by GEOID03.
 BK1880
 BK1880;                    North         East    Units  Estimated Accuracy
 BK1880;SPC TX C     - 3,154,150.    1,311,200.      MT  (+/- 180 meters Scaled)
 BK1880
 BK1880                          SUPERSEDED SURVEY CONTROL
 BK1880
 BK1880  NGVD 29 (??/??/??)   79.747  (m)          261.64   (f) ADJUSTED    1 2
 BK1880
 BK1880.Superseded values are not recommended for survey control.
 BK1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1880.See file dsdata.txt to determine how the superseded data were derived.
 BK1880
 BK1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ105187(NAD 83)
 BK1880_MARKER: DB = BENCH MARK DISK
 BK1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1880_STAMPING: X 90 1932
 BK1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1880+STABILITY: SURFACE MOTION
 BK1880
 BK1880  HISTORY     - Date     Condition        Report By
 BK1880  HISTORY     - 1932     MONUMENTED       CGS
 BK1880  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1880
 BK1880                          STATION DESCRIPTION
 BK1880
 BK1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1880'7.2 MI N FROM ROGANVILLE.
 BK1880'7.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1880'STATION AT ROGANVILLE, JASPER COUNTY, 10 POLES SOUTH OF MILE POLE 70,
 BK1880'150 FEET WEST OF A RELEASE VALVE ON AN OIL LINE, 30 FEET WEST OF THE
 BK1880'TRACK, 20 FEET EAST OF A FENCE LINE, 30 FEET NORTH OF AN OIL
 BK1880'PIPE-LINE, AND 20 FEET NORTH OF THE GATE TO THE PIPE-LINE
 BK1880'RIGHT-OF-WAY.  A STANDARD DISK, STAMPED X 90 1932 AND SET IN THE TOP
 BK1880'OF A CONCRETE POST.  NOTE-- ROADS IMPASSABLE.
 BK1880
 BK1880                          STATION RECOVERY (1934)
 BK1880
 BK1880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0051 ***********************************************************************
 BM0051  DESIGNATION -  X 900
 BM0051  PID         -  BM0051
 BM0051  STATE/COUNTY-  TX/BRAZOS
 BM0051  USGS QUAD   -  BRYAN WEST (1980)
 BM0051
 BM0051                         *CURRENT SURVEY CONTROL
 BM0051  ___________________________________________________________________
 BM0051* NAD 83(1986)-  30 38 18.     (N)    096 28 31.     (W)     SCALED    
 BM0051* NAVD 88     -        79.90   (+/-2cm)     262.1    (feet)  VERTCON   
 BM0051  ___________________________________________________________________
 BM0051  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BM0051
 BM0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0051
 BM0051.The horizontal coordinates were scaled from a topographic map and have
 BM0051.an estimated accuracy of +/- 6 seconds.
 BM0051
 BM0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0051.The vertical order pertains to the NGVD 29 superseded value.
 BM0051
 BM0051.The geoid height was determined by GEOID03.
 BM0051
 BM0051;                    North         East    Units  Estimated Accuracy
 BM0051;SPC TX C     - 3,114,130.    1,069,730.      MT  (+/- 180 meters Scaled)
 BM0051
 BM0051                          SUPERSEDED SURVEY CONTROL
 BM0051
 BM0051  NGVD 29 (??/??/92)   79.866  (m)          262.03   (f) ADJ UNCH    2 0
 BM0051
 BM0051.Superseded values are not recommended for survey control.
 BM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0051.See file dsdata.txt to determine how the superseded data were derived.
 BM0051
 BM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU419922(NAD 83)
 BM0051_MARKER: DB = BENCH MARK DISK
 BM0051_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BM0051+WITH SETTING: PAVEMENT
 BM0051_SP_SET: CONTROL TOWER BASE
 BM0051_STAMPING: X 900 1944
 BM0051_MARK LOGO: CGS   
 BM0051_PROJECTION: FLUSH
 BM0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0051+STABILITY: SURFACE MOTION
 BM0051
 BM0051  HISTORY     - Date     Condition        Report By
 BM0051  HISTORY     - 1944     MONUMENTED       CGS
 BM0051  HISTORY     - 1949     GOOD             NGS
 BM0051  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0051  HISTORY     - 19981215 MARK NOT FOUND   LOCSUR
 BM0051
 BM0051                          STATION DESCRIPTION
 BM0051
 BM0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0051'7.7 MI SW FROM BRYAN.
 BM0051'ABOUT 7.7 MILES SOUTHWEST FROM THE COURTHOUSE AT BRYAN BRAZOS COUNTY,
 BM0051'AT BRYAN ARMY AIR FIELD, IN THE CONCRETE BASE OF THE SOUTHWEST LEG AT
 BM0051'THE SOUTHERN ONE OF TWO CONTROL TOWERS, A STANDARD BRONZE DISK,
 BM0051'STAMPED X-900 1944 SET IN A DRILL HOLE.
 BM0051
 BM0051                          STATION RECOVERY (1949)
 BM0051
 BM0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BM0051'RECOVERED IN GOOD CONDITION.
 BM0051
 BM0051                          STATION RECOVERY (1994)
 BM0051
 BM0051'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0051'MARK NOT FOUND.
 BM0051
 BM0051                          STATION RECOVERY (1998)
 BM0051
 BM0051'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998
 BM0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0154 ***********************************************************************
 DN0154  DESIGNATION -  X 901
 DN0154  PID         -  DN0154
 DN0154  STATE/COUNTY-  TX/HUNT
 DN0154  USGS QUAD   -  GREENVILLE SE (1962)
 DN0154
 DN0154                         *CURRENT SURVEY CONTROL
 DN0154  ___________________________________________________________________
 DN0154* NAD 83(1986)-  33 03 53.     (N)    096 06 36.     (W)     SCALED    
 DN0154* NAVD 88     -       167.716  (meters)     550.25   (feet)  ADJUSTED  
 DN0154  ___________________________________________________________________
 DN0154  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN0154  DYNAMIC HT  -         167.532 (meters)     549.64  (feet)  COMP
 DN0154  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 DN0154
 DN0154  VERT ORDER  -  SECOND    CLASS 0
 DN0154
 DN0154.The horizontal coordinates were scaled from a topographic map and have
 DN0154.an estimated accuracy of +/- 6 seconds.
 DN0154
 DN0154.The orthometric height was determined by differential leveling
 DN0154.and adjusted by the National Geodetic Survey in June 1991..
 DN0154
 DN0154.The geoid height was determined by GEOID03.
 DN0154
 DN0154.The dynamic height is computed by dividing the NAVD 88
 DN0154.geopotential number by the normal gravity value computed on the
 DN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0154.degrees latitude (g = 980.6199 gals.).
 DN0154
 DN0154.The modeled gravity was interpolated from observed gravity values.
 DN0154
 DN0154;                    North         East    Units  Estimated Accuracy
 DN0154;SPC TXNC     - 2,157,570.      823,140.      MT  (+/- 180 meters Scaled)
 DN0154
 DN0154                          SUPERSEDED SURVEY CONTROL
 DN0154
 DN0154  NGVD 29 (??/??/92)  167.702  (m)          550.20   (f) ADJ UNCH    2 0
 DN0154
 DN0154.Superseded values are not recommended for survey control.
 DN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0154.See file dsdata.txt to determine how the superseded data were derived.
 DN0154
 DN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB698621(NAD 83)
 DN0154_MARKER: DB = BENCH MARK DISK
 DN0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0154_SP_SET: CULVERT
 DN0154_STAMPING: X 901 1945
 DN0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0154
 DN0154  HISTORY     - Date     Condition        Report By
 DN0154  HISTORY     - 1945     MONUMENTED       CGS
 DN0154  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0154
 DN0154                          STATION DESCRIPTION
 DN0154
 DN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DN0154'6.0 MI S FROM GREENVILLE.
 DN0154'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY NO. 4 FROM THE COURTHOUSE AT
 DN0154'GREENVILLE, ABOUT 0.7 MILE SOUTH OF THE JUNCTION OF HIGHWAY NO. 4 AND
 DN0154'TEXAS STATE WAR HIGHWAY NO. 20.  AN IRON DISK STAMPED X 901 1945 SET
 DN0154'IN A DRILL HOLE IN THE NORTH END OF THE EAST HEADWALL OF A 3 X 3 FT.
 DN0154'CONCRETE CULVERT.
 DN0154
 DN0154                          STATION RECOVERY (1994)
 DN0154
 DN0154'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0518 ***********************************************************************
 DN0518  DESIGNATION -  X 902
 DN0518  PID         -  DN0518
 DN0518  STATE/COUNTY-  TX/GRAYSON
 DN0518  USGS QUAD   -  SHERMAN (1974)
 DN0518
 DN0518                         *CURRENT SURVEY CONTROL
 DN0518  ___________________________________________________________________
 DN0518* NAD 83(1986)-  33 40 05.     (N)    096 35 23.     (W)     SCALED    
 DN0518* NAVD 88     -       236.872  (meters)     777.14   (feet)  ADJUSTED  
 DN0518  ___________________________________________________________________
 DN0518  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DN0518  DYNAMIC HT  -         236.617 (meters)     776.30  (feet)  COMP
 DN0518  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 DN0518
 DN0518  VERT ORDER  -  SECOND    CLASS 0
 DN0518
 DN0518.The horizontal coordinates were scaled from a topographic map and have
 DN0518.an estimated accuracy of +/- 6 seconds.
 DN0518
 DN0518.The orthometric height was determined by differential leveling
 DN0518.and adjusted by the National Geodetic Survey in June 1991..
 DN0518
 DN0518.The geoid height was determined by GEOID03.
 DN0518
 DN0518.The dynamic height is computed by dividing the NAVD 88
 DN0518.geopotential number by the normal gravity value computed on the
 DN0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0518.degrees latitude (g = 980.6199 gals.).
 DN0518
 DN0518.The modeled gravity was interpolated from observed gravity values.
 DN0518
 DN0518;                    North         East    Units  Estimated Accuracy
 DN0518;SPC TXNC     - 2,223,550.      777,140.      MT  (+/- 180 meters Scaled)
 DN0518
 DN0518                          SUPERSEDED SURVEY CONTROL
 DN0518
 DN0518  NGVD 29 (??/??/92)  236.846  (m)          777.05   (f) ADJ UNCH    2 0
 DN0518
 DN0518.Superseded values are not recommended for survey control.
 DN0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0518.See file dsdata.txt to determine how the superseded data were derived.
 DN0518
 DN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC234279(NAD 83)
 DN0518_MARKER: DB = BENCH MARK DISK
 DN0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0518_SP_SET: CULVERT
 DN0518_STAMPING: X 902 1945
 DN0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0518
 DN0518  HISTORY     - Date     Condition        Report By
 DN0518  HISTORY     - 1945     MONUMENTED       CGS
 DN0518  HISTORY     - 1952     GOOD             NGS
 DN0518
 DN0518                          STATION DESCRIPTION
 DN0518
 DN0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0518'2.6 MI N FROM SHERMAN.
 DN0518'2.6 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 DN0518'UNION STATION AT SHERMAN, 4 POLES SOUTH OF MILEPOST 331, 8 FEET EAST
 DN0518'OF THE EAST RAIL, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 DN0518'OF A 3X8 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0236 ***********************************************************************
 CC0236  DESIGNATION -  X 904
 CC0236  PID         -  CC0236
 CC0236  STATE/COUNTY-  TX/WARD
 CC0236  USGS QUAD   -  MONAHANS (1981)
 CC0236
 CC0236                         *CURRENT SURVEY CONTROL
 CC0236  ___________________________________________________________________
 CC0236* NAD 83(1986)-  31 34 35.     (N)    102 57 03.     (W)     SCALED    
 CC0236* NAVD 88     -       795.072  (meters)    2608.50   (feet)  ADJUSTED  
 CC0236  ___________________________________________________________________
 CC0236  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CC0236  DYNAMIC HT  -         793.963 (meters)    2604.86  (feet)  COMP
 CC0236  MODELED GRAV-     979,218.3   (mgal)                       NAVD 88
 CC0236
 CC0236  VERT ORDER  -  FIRST     CLASS II
 CC0236
 CC0236.The horizontal coordinates were scaled from a topographic map and have
 CC0236.an estimated accuracy of +/- 6 seconds.
 CC0236
 CC0236.The orthometric height was determined by differential leveling
 CC0236.and adjusted by the National Geodetic Survey in June 1991..
 CC0236
 CC0236.The geoid height was determined by GEOID03.
 CC0236
 CC0236.The dynamic height is computed by dividing the NAVD 88
 CC0236.geopotential number by the normal gravity value computed on the
 CC0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0236.degrees latitude (g = 980.6199 gals.).
 CC0236
 CC0236.The modeled gravity was interpolated from observed gravity values.
 CC0236
 CC0236;                    North         East    Units  Estimated Accuracy
 CC0236;SPC TX C     - 3,214,630.      451,570.      MT  (+/- 180 meters Scaled)
 CC0236
 CC0236                          SUPERSEDED SURVEY CONTROL
 CC0236
 CC0236  NGVD 29 (??/??/92)  794.754  (m)         2607.46   (f) ADJ UNCH    1 2
 CC0236
 CC0236.Superseded values are not recommended for survey control.
 CC0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0236.See file dsdata.txt to determine how the superseded data were derived.
 CC0236
 CC0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ944953(NAD 83)
 CC0236_MARKER: DB = BENCH MARK DISK
 CC0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0236_STAMPING: X 904 1945
 CC0236_MARK LOGO: CGS   
 CC0236_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0236+STABILITY: SURFACE MOTION
 CC0236
 CC0236  HISTORY     - Date     Condition        Report By
 CC0236  HISTORY     - 1945     MONUMENTED       CGS
 CC0236  HISTORY     - 1956     GOOD             NGS
 CC0236  HISTORY     - 1981     GOOD             NGS
 CC0236
 CC0236                          STATION DESCRIPTION
 CC0236
 CC0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0236'3.7 MI W FROM MONAHANS.
 CC0236'3.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0236'MONAHANS, WARD COUNTY, 26.7 FEET EAST OF THE FIRST POLE EAST OF
 CC0236'MILEPOST 613, 42.8 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 86 FEET
 CC0236'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 80, IN LINE WITH A ROW OF
 CC0236'POLES BETWEEN THE TRACK AND THE HIGHWAY, 1 FOOT WEST OF A WHITE WOODEN
 CC0236'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  AN IRON
 CC0236'BENCH-MARK DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 CC0236'ABOVE GROUND.
 CC0236
 CC0236                          STATION RECOVERY (1981)
 CC0236
 CC0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0236'5.8 KM (3.6 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CC0236'ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 1.5 POLES NORTHEAST
 CC0236'OF MILE POST 613, AT A POWER LINE CROSSING, 18.2 METERS (59.6 FT)
 CC0236'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 80, AND 12.5
 CC0236'METERS (41.1 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0236'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0236'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2077 ***********************************************************************
 CS2077  DESIGNATION -  X 906 RESET 1950
 CS2077  PID         -  CS2077
 CS2077  STATE/COUNTY-  TX/ELLIS
 CS2077  USGS QUAD   -  MAYPEARL (1978)
 CS2077
 CS2077                         *CURRENT SURVEY CONTROL
 CS2077  ___________________________________________________________________
 CS2077* NAD 83(1986)-  32 18 14.     (N)    097 03 48.     (W)     SCALED    
 CS2077* NAVD 88     -       178.44   (meters)     585.4    (feet)  RESET     
 CS2077  ___________________________________________________________________
 CS2077  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CS2077
 CS2077  VERT ORDER  -  THIRD
 CS2077
 CS2077.The horizontal coordinates were scaled from a topographic map and have
 CS2077.an estimated accuracy of +/- 6 seconds.
 CS2077
 CS2077.The orthometric height was computed from unverified reset data.
 CS2077
 CS2077.The geoid height was determined by GEOID03.
 CS2077
 CS2077;                    North         East    Units  Estimated Accuracy
 CS2077;SPC TXNC     - 2,071,590.      735,300.      MT  (+/- 180 meters Scaled)
 CS2077
 CS2077                          SUPERSEDED SURVEY CONTROL
 CS2077
 CS2077.No superseded survey control is available for this station.
 CS2077
 CS2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA823757(NAD 83)
 CS2077_MARKER: DB = BENCH MARK DISK
 CS2077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2077_SP_SET: MONUMENT
 CS2077_STAMPING: X 906 RESET 1950
 CS2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2077
 CS2077  HISTORY     - Date     Condition        Report By
 CS2077  HISTORY     - 1950     MONUMENTED       CGS
 CS2077
 CS2077                          STATION DESCRIPTION
 CS2077
 CS2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CS2077'4.0 MI SW FROM MAY PEARL.
 CS2077'ABOUT 4.0 MILES SOUTHWEST OF MAY PEARL ALONG FARM TO MARKET ROAD
 CS2077'NO.66, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AT A THREE-POST
 CS2077'BRACE UNIT, 50 FEET NORTH OF AN OLD BARN, 150 YARDS SOUTHEAST OF A
 CS2077'LARGE WHITE FARMHOUSE AND AT THE TOP OF A CUT ABOUT 6 FEET ABOVE THE
 CS2077'ROAD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 CS2077'ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0971 ***********************************************************************
 CS0971  DESIGNATION -  X 907
 CS0971  PID         -  CS0971
 CS0971  STATE/COUNTY-  TX/HILL
 CS0971  USGS QUAD   -  MERTENS (1965)
 CS0971
 CS0971                         *CURRENT SURVEY CONTROL
 CS0971  ___________________________________________________________________
 CS0971* NAD 83(1986)-  32 02 52.     (N)    096 56 41.     (W)     SCALED    
 CS0971* NAVD 88     -       185.139  (meters)     607.41   (feet)  ADJUSTED  
 CS0971  ___________________________________________________________________
 CS0971  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CS0971  DYNAMIC HT  -         184.914 (meters)     606.67  (feet)  COMP
 CS0971  MODELED GRAV-     979,422.5   (mgal)                       NAVD 88
 CS0971
 CS0971  VERT ORDER  -  SECOND    CLASS 0
 CS0971
 CS0971.The horizontal coordinates were scaled from a topographic map and have
 CS0971.an estimated accuracy of +/- 6 seconds.
 CS0971
 CS0971.The orthometric height was determined by differential leveling
 CS0971.and adjusted by the National Geodetic Survey in June 1991..
 CS0971
 CS0971.The geoid height was determined by GEOID03.
 CS0971
 CS0971.The dynamic height is computed by dividing the NAVD 88
 CS0971.geopotential number by the normal gravity value computed on the
 CS0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0971.degrees latitude (g = 980.6199 gals.).
 CS0971
 CS0971.The modeled gravity was interpolated from observed gravity values.
 CS0971
 CS0971;                    North         East    Units  Estimated Accuracy
 CS0971;SPC TXNC     - 2,043,350.      746,890.      MT  (+/- 180 meters Scaled)
 CS0971
 CS0971                          SUPERSEDED SURVEY CONTROL
 CS0971
 CS0971  NGVD 29 (??/??/92)  185.106  (m)          607.30   (f) ADJ UNCH    2 0
 CS0971
 CS0971.Superseded values are not recommended for survey control.
 CS0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0971.See file dsdata.txt to determine how the superseded data were derived.
 CS0971
 CS0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA940475(NAD 83)
 CS0971_MARKER: DB = BENCH MARK DISK
 CS0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0971_SP_SET: CULVERT
 CS0971_STAMPING: X 907 1946
 CS0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0971
 CS0971  HISTORY     - Date     Condition        Report By
 CS0971  HISTORY     - 1946     MONUMENTED       CGS
 CS0971  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS0971
 CS0971                          STATION DESCRIPTION
 CS0971
 CS0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0971'3.3 MI W FROM MERTENS.
 CS0971'BENCH MARK IS LOCATED ABOUT 3.3 MILES WEST FROM THE RAILROAD STATION
 CS0971'IN MERTENS ALONG STATE HIGHWAY NO. 22, 18 FEET NORTH OF THE CENTER OF
 CS0971'THE HIGHWAY.  IT IS A DISK SET IN THE NORTH END OF A CONCRETE CULVERT.
 CS0971
 CS0971                          STATION RECOVERY (1999)
 CS0971
 CS0971'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0397 ***********************************************************************
 AH0397  DESIGNATION -  X 909
 AH0397  PID         -  AH0397
 AH0397  STATE/COUNTY-  TX/NUECES
 AH0397  USGS QUAD   -  OSO CREEK NE (1975)
 AH0397
 AH0397                         *CURRENT SURVEY CONTROL
 AH0397  ___________________________________________________________________
 AH0397* NAD 83(1986)-  27 40 16.     (N)    097 16 50.     (W)     SCALED    
 AH0397* NAVD 88     -         4.544  (meters)      14.91   (feet)  ADJUSTED  
 AH0397  ___________________________________________________________________
 AH0397  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AH0397  DYNAMIC HT  -           4.537 (meters)      14.89  (feet)  COMP
 AH0397  MODELED GRAV-     979,127.6   (mgal)                       NAVD 88
 AH0397
 AH0397  VERT ORDER  -  SECOND    CLASS 0
 AH0397
 AH0397.The horizontal coordinates were scaled from a topographic map and have
 AH0397.an estimated accuracy of +/- 6 seconds.
 AH0397
 AH0397.The orthometric height was determined by differential leveling
 AH0397.and adjusted by the National Geodetic Survey in June 1991..
 AH0397
 AH0397.The geoid height was determined by GEOID03.
 AH0397
 AH0397.The dynamic height is computed by dividing the NAVD 88
 AH0397.geopotential number by the normal gravity value computed on the
 AH0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0397.degrees latitude (g = 980.6199 gals.).
 AH0397
 AH0397.The modeled gravity was interpolated from observed gravity values.
 AH0397
 AH0397;                    North         East    Units  Estimated Accuracy
 AH0397;SPC TX S     - 5,222,660.      420,300.      MT  (+/- 180 meters Scaled)
 AH0397
 AH0397                          SUPERSEDED SURVEY CONTROL
 AH0397
 AH0397  NGVD 29 (??/??/92)    4.704  (m)           15.43   (f) ADJ UNCH    2 0
 AH0397
 AH0397.Superseded values are not recommended for survey control.
 AH0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0397.See file dsdata.txt to determine how the superseded data were derived.
 AH0397
 AH0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR695619(NAD 83)
 AH0397_MARKER: DB = BENCH MARK DISK
 AH0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0397_STAMPING: X 909 1945
 AH0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0397+STABILITY: SURFACE MOTION
 AH0397
 AH0397  HISTORY     - Date     Condition        Report By
 AH0397  HISTORY     - 1945     MONUMENTED       CGS
 AH0397  HISTORY     - 1951     MARK NOT FOUND   USGS
 AH0397  HISTORY     - 19910628 MARK NOT FOUND   USPSQD
 AH0397  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0397  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0397
 AH0397                          STATION DESCRIPTION
 AH0397
 AH0397'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AH0397'1.2 MI S FROM CORPUS CHRISTI.
 AH0397'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0397'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0397'SOUTH ALONG STATE HIGHWAY 286, AND THENCE 10.0 MILES EAST ALONG
 AH0397'LEXINGTON BOULEVARD (STATE HIGHWAY 358).  AT THE INTERSECTION OF A
 AH0397'ROAD LEADING SOUTH FROM CORPUS CHRISTI NAVAL AIR STATION TO OUTLYING
 AH0397'FIELD 42, 165 FEET SOUTHEAST OF THE BOULEVARD, 60 FEET WEST OF THE
 AH0397'ROAD LEADING SOUTH, AND 47 FEET SOUTH OF A LIQUOR STORE.  AN IRON
 AH0397'DISK, STAMPED X 909 1945 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 AH0397'IT WAS REPORTED IN MAY 1949 THAT RUST HAS OBLITERATED PART OF THE
 AH0397'STAMPING ON THE DISK.
 AH0397
 AH0397                          STATION RECOVERY (1991)
 AH0397
 AH0397'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0397'MARK NOT FOUND.
 AH0397
 AH0397                          STATION RECOVERY (1997)
 AH0397
 AH0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0397'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0397'DESTROYED.
 AH0397
 AH0397                          STATION RECOVERY (1997)
 AH0397
 AH0397'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0296 ***********************************************************************
 BY0296  DESIGNATION -  X 91
 BY0296  PID         -  BY0296
 BY0296  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0296  USGS QUAD   -  CHINQUAPIN (1984)
 BY0296
 BY0296                         *CURRENT SURVEY CONTROL
 BY0296  ___________________________________________________________________
 BY0296* NAD 83(1986)-  31 26 32.     (N)    094 04 50.     (W)     SCALED    
 BY0296* NAVD 88     -       100.59   (+/-2cm)     330.0    (feet)  VERTCON   
 BY0296  ___________________________________________________________________
 BY0296  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY0296
 BY0296  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0296
 BY0296.The horizontal coordinates were scaled from a topographic map and have
 BY0296.an estimated accuracy of +/- 6 seconds.
 BY0296
 BY0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0296.The vertical order pertains to the NGVD 29 superseded value.
 BY0296
 BY0296.The geoid height was determined by GEOID03.
 BY0296
 BY0296;                    North         East    Units  Estimated Accuracy
 BY0296;SPC TX C     - 3,213,530.    1,294,030.      MT  (+/- 180 meters Scaled)
 BY0296
 BY0296                          SUPERSEDED SURVEY CONTROL
 BY0296
 BY0296  NGVD 29 (??/??/92)  100.616  (m)          330.10   (f) ADJ UNCH    1 2
 BY0296
 BY0296.Superseded values are not recommended for survey control.
 BY0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0296.See file dsdata.txt to determine how the superseded data were derived.
 BY0296
 BY0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ973791(NAD 83)
 BY0296_MARKER: DB = BENCH MARK DISK
 BY0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0296_STAMPING: 330.104 X 91 1932
 BY0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0296+STABILITY: SURFACE MOTION
 BY0296
 BY0296  HISTORY     - Date     Condition        Report By
 BY0296  HISTORY     - 1932     MONUMENTED       CGS
 BY0296  HISTORY     - 1934     GOOD             NGS
 BY0296
 BY0296                          STATION DESCRIPTION
 BY0296
 BY0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BY0296'0.8 MI S FROM STEEP CREEK.
 BY0296'0.8 MILE SOUTH OF THE STATION AT STEEP CREEK ON THE G.C. AND S.F.R.R.,
 BY0296'40 FEET EAST OF THE TRACK, 25 FEET SOUTH OF TELEGRAPH POLE, 5 1/4
 BY0296'POLES NORTH OF MILE POLE NO. 113, 30 FEET WEST OF THE FENCE LINE.
 BY0296
 BY0296                          STATION RECOVERY (1934)
 BY0296
 BY0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1128 ***********************************************************************
 CS1128  DESIGNATION -  X 910
 CS1128  PID         -  CS1128
 CS1128  STATE/COUNTY-  TX/DALLAS
 CS1128  USGS QUAD   -  DUNCANVILLE (1981)
 CS1128
 CS1128                         *CURRENT SURVEY CONTROL
 CS1128  ___________________________________________________________________
 CS1128* NAD 83(1986)-  32 44 42.     (N)    096 59 13.     (W)     SCALED    
 CS1128* NAVD 88     -       154.288  (meters)     506.19   (feet)  ADJUSTED  
 CS1128  ___________________________________________________________________
 CS1128  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CS1128  DYNAMIC HT  -         154.110 (meters)     505.61  (feet)  COMP
 CS1128  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 CS1128
 CS1128  VERT ORDER  -  FIRST     CLASS II
 CS1128
 CS1128.The horizontal coordinates were scaled from a topographic map and have
 CS1128.an estimated accuracy of +/- 6 seconds.
 CS1128
 CS1128.The orthometric height was determined by differential leveling
 CS1128.and adjusted by the National Geodetic Survey in June 1991..
 CS1128.WARNING-Repeat measurements at this control monument indicate possible
 CS1128.vertical movement.
 CS1128
 CS1128.The geoid height was determined by GEOID03.
 CS1128
 CS1128.The dynamic height is computed by dividing the NAVD 88
 CS1128.geopotential number by the normal gravity value computed on the
 CS1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1128.degrees latitude (g = 980.6199 gals.).
 CS1128
 CS1128.The modeled gravity was interpolated from observed gravity values.
 CS1128
 CS1128;                    North         East    Units  Estimated Accuracy
 CS1128;SPC TXNC     - 2,120,600.      741,780.      MT  (+/- 180 meters Scaled)
 CS1128
 CS1128                          SUPERSEDED SURVEY CONTROL
 CS1128
 CS1128  NGVD 29 (??/??/92)  154.334  (m)          506.34   (f) ADJ UNCH    1 2
 CS1128
 CS1128.Superseded values are not recommended for survey control.
 CS1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1128.See file dsdata.txt to determine how the superseded data were derived.
 CS1128
 CS1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB886248(NAD 83)
 CS1128_MARKER: DB = BENCH MARK DISK
 CS1128_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS1128+WITH SETTING: PAVEMENT
 CS1128_SP_SET: TOWER FOUNDATION
 CS1128_STAMPING: X 910 1945
 CS1128_MARK LOGO: CGS   
 CS1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1128+STABILITY: SURFACE MOTION
 CS1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1128+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 CS1128
 CS1128  HISTORY     - Date     Condition        Report By
 CS1128  HISTORY     - 1945     MONUMENTED       CGS
 CS1128  HISTORY     - 1952     GOOD             NGS
 CS1128  HISTORY     - 1966     GOOD             NGS
 CS1128  HISTORY     - 1981     GOOD             LOCSUR
 CS1128  HISTORY     - 1986     GOOD             NGS
 CS1128  HISTORY     - 20030217 GOOD             GEOCAC
 CS1128  HISTORY     - 20030414 GOOD             TX1730
 CS1128
 CS1128                          STATION DESCRIPTION
 CS1128
 CS1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1128'0.9 MI E FROM GRAND PRAIRIE.
 CS1128'0.9 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS1128'GRAND PRAIRIE, 200 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 CS1128'JEFFERSON AVENUE AND 14TH STREET, 100 FEET NORTH OF THE CENTER LINE OF
 CS1128'JEFFERSON AVENUE, 7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 CS1128'1.8 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST
 CS1128'CORNER OF THE SOUTH CONCRETE FOUNDATION OF A SIGNAL BRIDGE.
 CS1128
 CS1128                          STATION RECOVERY (1966)
 CS1128
 CS1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1128'RECOVERED IN GOOD CONDITION.
 CS1128
 CS1128                          STATION RECOVERY (1981)
 CS1128
 CS1128'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CS1128'OLDER MARK - USC & GS ONLY OTHER LETTERS ON MARK.
 CS1128
 CS1128                          STATION RECOVERY (1986)
 CS1128
 CS1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1128'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GRAND
 CS1128'PRAIRIE, AT THE JUNCTION OF FOURTEENTH STREET AND THE MISSOURI PACIFIC
 CS1128'RAILROAD, IN THE NORTHWEST CORNER OF THE SOUTH CONCRETE BASE OF A
 CS1128'RAILROAD SIGNAL TOWER, 34.5 M (113.2 FT) EAST OF THE CENTERLINE OF THE
 CS1128'STREET, 30.5 M (100.1 FT) NORTH OF THE CENTERLINE OF EAST JEFFERSON
 CS1128'STREET, AND 2.2 M (7.2 FT) SOUTH OF THE NEAR RAIL.
 CS1128'THE MARK IS 0.5 M ABOVE THE TRACKS.
 CS1128
 CS1128                          STATION RECOVERY (2003)
 CS1128
 CS1128'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS1128'RECOVERED IN GOOD CONDITION.
 CS1128
 CS1128                          STATION RECOVERY (2003)
 CS1128
 CS1128'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS1128'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0421 ***********************************************************************
 AH0421  DESIGNATION -  X 911
 AH0421  PID         -  AH0421
 AH0421  STATE/COUNTY-  TX/NUECES
 AH0421  USGS QUAD   -  PITA ISLAND (1975)
 AH0421
 AH0421                         *CURRENT SURVEY CONTROL
 AH0421  ___________________________________________________________________
 AH0421* NAD 83(1986)-  27 33 26.     (N)    097 19 46.     (W)     SCALED    
 AH0421* NAVD 88     -         2.926  (meters)       9.60   (feet)  ADJUSTED  
 AH0421  ___________________________________________________________________
 AH0421  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AH0421  DYNAMIC HT  -           2.921 (meters)       9.58  (feet)  COMP
 AH0421  MODELED GRAV-     979,120.9   (mgal)                       NAVD 88
 AH0421
 AH0421  VERT ORDER  -  SECOND    CLASS 0
 AH0421
 AH0421.The horizontal coordinates were scaled from a topographic map and have
 AH0421.an estimated accuracy of +/- 6 seconds.
 AH0421
 AH0421.The orthometric height was determined by differential leveling
 AH0421.and adjusted by the National Geodetic Survey in June 1991..
 AH0421
 AH0421.The geoid height was determined by GEOID03.
 AH0421
 AH0421.The dynamic height is computed by dividing the NAVD 88
 AH0421.geopotential number by the normal gravity value computed on the
 AH0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0421.degrees latitude (g = 980.6199 gals.).
 AH0421
 AH0421.The modeled gravity was interpolated from observed gravity values.
 AH0421
 AH0421;                    North         East    Units  Estimated Accuracy
 AH0421;SPC TX S     - 5,210,000.      415,600.      MT  (+/- 180 meters Scaled)
 AH0421
 AH0421                          SUPERSEDED SURVEY CONTROL
 AH0421
 AH0421  NGVD 29 (??/??/92)    3.078  (m)           10.10   (f) ADJ UNCH    2 0
 AH0421
 AH0421.Superseded values are not recommended for survey control.
 AH0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0421.See file dsdata.txt to determine how the superseded data were derived.
 AH0421
 AH0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR649492(NAD 83)
 AH0421_MARKER: DB = BENCH MARK DISK
 AH0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0421_STAMPING: X 911 1945
 AH0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0421+STABILITY: SURFACE MOTION
 AH0421
 AH0421  HISTORY     - Date     Condition        Report By
 AH0421  HISTORY     - 1945     MONUMENTED       CGS
 AH0421  HISTORY     - 1949     GOOD             NGS
 AH0421  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0421
 AH0421                          STATION DESCRIPTION
 AH0421
 AH0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0421'1.2 MI S FROM CORPUS CHRISTI.
 AH0421'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0421'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0421'SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST ALONG LEXINGTON
 AH0421'BOULEVARD (STATE HIGHWAY 358), THENCE 4.4 MILES SOUTHWEST ALONG A ROAD
 AH0421'LEADING TO OUTLYING FIELD 40 (WALDRON FIELD) VIA FLOUR BLUFF SCHOOL TO
 AH0421'THE NORTH GATE OF THE LAURELES DIVISION OF KING RANCH, AND THENCE 4.8
 AH0421'MILES SOUTH ALONG A PAVED ROAD VIA FLOUR BLUFF SCHOOL. AT THE JUNCTION
 AH0421'OF A SHELL ROAD LEADING WEST TO OUTLYING FIELD 42 (ABANDONED), AT THE
 AH0421'ENTRANCE TO OUTLYING FIELD 41 (ABANDONED), 33 FEET WEST OF THE CENTER
 AH0421'LINE OF THE PAVED ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE ACCESS
 AH0421'ROAD, 2 FEET NORTH OF AN IRON GATE, AND 1 FOOT EAST OF A FENCE. A
 AH0421'STANDARD DISK, STAMPED X 911 1945 AND SET IN THE TOP OF A 12-INCH
 AH0421'SQUARE CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND. NOTE-- THIS
 AH0421'BENCH MARK MAY BE REACHED FROM THE SOUTH GATE TO CORPUS CHRISTI NAVAL
 AH0421'AIR STATION BY GOING 0.6 MILE SOUTHWEST 0.6 MILE SOUTHWEST ALONG STATE
 AH0421'HIGHWAY 358, THENCE 4.4 MILES SOUTHWEST ALONG WALDRON FIELD ROAD TO
 AH0421'THE NORTH GATE OF THE LAURELES DIVISION OF KING RANCH, AND THENCE 4.8
 AH0421'MILES SOUTH ALONG THE MAIN ROAD TO A SHELL ROAD LEADING WEST.
 AH0421
 AH0421                          STATION RECOVERY (2001)
 AH0421
 AH0421'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0278 ***********************************************************************
 GL0278  DESIGNATION -  X 912
 GL0278  PID         -  GL0278
 GL0278  STATE/COUNTY-  TX/HARTLEY
 GL0278  USGS QUAD   -  DALHART WEST (1973)
 GL0278
 GL0278                         *CURRENT SURVEY CONTROL
 GL0278  ___________________________________________________________________
 GL0278* NAD 83(1986)-  36 01 50.     (N)    102 33 40.     (W)     SCALED    
 GL0278* NAVD 88     -      1219.159  (meters)    3999.86   (feet)  ADJUSTED  
 GL0278  ___________________________________________________________________
 GL0278  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 GL0278  DYNAMIC HT  -        1217.740 (meters)    3995.20  (feet)  COMP
 GL0278  MODELED GRAV-     979,427.3   (mgal)                       NAVD 88
 GL0278
 GL0278  VERT ORDER  -  FIRST     CLASS II
 GL0278
 GL0278.This mark is at Dalhart Muni (DHT) Airport (DHT)
 GL0278
 GL0278.The horizontal coordinates were scaled from a topographic map and have
 GL0278.an estimated accuracy of +/- 6 seconds.
 GL0278
 GL0278.The orthometric height was determined by differential leveling
 GL0278.and adjusted by the National Geodetic Survey in June 1991..
 GL0278
 GL0278.The geoid height was determined by GEOID03.
 GL0278
 GL0278.The dynamic height is computed by dividing the NAVD 88
 GL0278.geopotential number by the normal gravity value computed on the
 GL0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0278.degrees latitude (g = 980.6199 gals.).
 GL0278
 GL0278.The modeled gravity was interpolated from observed gravity values.
 GL0278
 GL0278;                    North         East    Units  Estimated Accuracy
 GL0278;SPC TX N     - 1,225,780.      104,370.      MT  (+/- 180 meters Scaled)
 GL0278
 GL0278                          SUPERSEDED SURVEY CONTROL
 GL0278
 GL0278.No superseded survey control is available for this station.
 GL0278
 GL0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV197900(NAD 83)
 GL0278_MARKER: DB = BENCH MARK DISK
 GL0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0278_SP_SET: CULVERT
 GL0278_STAMPING: X 912 1945
 GL0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0278
 GL0278  HISTORY     - Date     Condition        Report By
 GL0278  HISTORY     - 1945     MONUMENTED       CGS
 GL0278
 GL0278                          STATION DESCRIPTION
 GL0278
 GL0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GL0278'3.7 MI SSW FROM DALHART.
 GL0278'IT IS 3.7 MILES SOUTH-SOUTHWEST OF DALHART, ON THE DALHART ARMY AIR
 GL0278'FIELD, 0.05 MILE EAST OF THE ENTRANCE, 30 FEET SOUTH OF THE CENTER
 GL0278'LINE OF THE EAST-WEST ENTRANCE STREET AND 18 FEET EAST OF THE CENTER
 GL0278'LINE OF A NORTH-SOUTH STREET.  THE MARK IS IN THE EAST HEADWALL OF A
 GL0278'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0334 ***********************************************************************
 CU0334  DESIGNATION -  X 913
 CU0334  PID         -  CU0334
 CU0334  STATE/COUNTY-  TX/MITCHELL
 CU0334  USGS QUAD   -  LAKE COLORADO CITY (1978)
 CU0334
 CU0334                         *CURRENT SURVEY CONTROL
 CU0334  ___________________________________________________________________
 CU0334* NAD 83(1986)-  32 22 22.     (N)    100 57 49.     (W)     SCALED    
 CU0334* NAVD 88     -       640.085  (meters)    2100.01   (feet)  ADJUSTED  
 CU0334  ___________________________________________________________________
 CU0334  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CU0334  DYNAMIC HT  -         639.228 (meters)    2097.20  (feet)  COMP
 CU0334  MODELED GRAV-     979,280.4   (mgal)                       NAVD 88
 CU0334
 CU0334  VERT ORDER  -  FIRST     CLASS II
 CU0334
 CU0334.The horizontal coordinates were scaled from a topographic map and have
 CU0334.an estimated accuracy of +/- 6 seconds.
 CU0334
 CU0334.The orthometric height was determined by differential leveling
 CU0334.and adjusted by the National Geodetic Survey in June 1991..
 CU0334
 CU0334.The geoid height was determined by GEOID03.
 CU0334
 CU0334.The dynamic height is computed by dividing the NAVD 88
 CU0334.geopotential number by the normal gravity value computed on the
 CU0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0334.degrees latitude (g = 980.6199 gals.).
 CU0334
 CU0334.The modeled gravity was interpolated from observed gravity values.
 CU0334
 CU0334;                    North         East    Units  Estimated Accuracy
 CU0334;SPC TXNC     - 2,081,020.      368,190.      MT  (+/- 180 meters Scaled)
 CU0334
 CU0334                          SUPERSEDED SURVEY CONTROL
 CU0334
 CU0334  NGVD 29 (??/??/92)  639.872  (m)         2099.31   (f) ADJ UNCH    1 2
 CU0334
 CU0334.Superseded values are not recommended for survey control.
 CU0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0334.See file dsdata.txt to determine how the superseded data were derived.
 CU0334
 CU0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA152834(NAD 83)
 CU0334_MARKER: DB = BENCH MARK DISK
 CU0334_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0334_SP_SET: 15 FT.
 CU0334_STAMPING: X 913 1956
 CU0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0334
 CU0334  HISTORY     - Date     Condition        Report By
 CU0334  HISTORY     - 1956     MONUMENTED       CGS
 CU0334
 CU0334                          STATION DESCRIPTION
 CU0334
 CU0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0334'3.0 MI NE FROM WESTBROOK.
 CU0334'3.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0334'SECTION FOREMANS HOUSE AT WESTBROOK, 0.35 MILE SOUTHWEST OF A ROAD
 CU0334'CROSSING, 42.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10 FEET SOUTHEAST
 CU0334'OF MILEPOST 482, 2.6 FEET NORTHWEST OF A FENCE, 2.4 FEET NORTHEAST OF
 CU0334'A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL
 CU0334'ROD WHICH IS DRIVEN 15 FEET IN THE GROUND, INCASED IN A 4 INCH TILE
 CU0334'PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1899 ***********************************************************************
 CS1899  DESIGNATION -  X 914
 CS1899  PID         -  CS1899
 CS1899  STATE/COUNTY-  TX/DALLAS
 CS1899  USGS QUAD   -  GRAPEVINE (1981)
 CS1899
 CS1899                         *CURRENT SURVEY CONTROL
 CS1899  ___________________________________________________________________
 CS1899* NAD 83(1986)-  32 54 44.     (N)    097 01 08.     (W)     SCALED    
 CS1899* NAVD 88     -       163.762  (meters)     537.28   (feet)  ADJUSTED  
 CS1899  ___________________________________________________________________
 CS1899  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS1899  DYNAMIC HT  -         163.574 (meters)     536.66  (feet)  COMP
 CS1899  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CS1899
 CS1899  VERT ORDER  -  SECOND    CLASS 0
 CS1899
 CS1899.The horizontal coordinates were scaled from a topographic map and have
 CS1899.an estimated accuracy of +/- 6 seconds.
 CS1899
 CS1899.The orthometric height was determined by differential leveling
 CS1899.and adjusted by the National Geodetic Survey in June 1991..
 CS1899
 CS1899.The geoid height was determined by GEOID03.
 CS1899
 CS1899.The dynamic height is computed by dividing the NAVD 88
 CS1899.geopotential number by the normal gravity value computed on the
 CS1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1899.degrees latitude (g = 980.6199 gals.).
 CS1899
 CS1899.The modeled gravity was interpolated from observed gravity values.
 CS1899
 CS1899;                    North         East    Units  Estimated Accuracy
 CS1899;SPC TXNC     - 2,139,100.      738,530.      MT  (+/- 180 meters Scaled)
 CS1899
 CS1899                          SUPERSEDED SURVEY CONTROL
 CS1899
 CS1899  NGVD 29 (??/??/92)  163.736  (m)          537.19   (f) ADJ UNCH    2 0
 CS1899
 CS1899.Superseded values are not recommended for survey control.
 CS1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1899.See file dsdata.txt to determine how the superseded data were derived.
 CS1899
 CS1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB852432(NAD 83)
 CS1899_MARKER: DB = BENCH MARK DISK
 CS1899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1899_SP_SET: CULVERT
 CS1899_STAMPING: X 914 1946
 CS1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1899
 CS1899  HISTORY     - Date     Condition        Report By
 CS1899  HISTORY     - 1946     MONUMENTED       CGS
 CS1899  HISTORY     - 1973     GOOD             NGS
 CS1899
 CS1899                          STATION DESCRIPTION
 CS1899
 CS1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CS1899'IN D-FW REGIONAL AIRPORT.
 CS1899'AT DALLAS FORT WORTH REGIONAL AIRPORT, 0.9 MILE EAST ALONG AIRPORT
 CS1899'SERVICE ROAD FROM THE NORTH END OF THE SECOND PARALLEL TAXIWAY WEST OF
 CS1899'RUNWAY 17L-35R, ABOUT 100 FEET NORTH OF THE SERVICE ROAD ACROSS A
 CS1899'DRAINAGE DITCH, AT A 4X5 FOOT CONCRETE CULVERT, IN THE TOP OF THE WEST
 CS1899'END OF THE SOUTH HEADWALL, 18 FEET SOUTH OF THE CENTERLINE OF AN
 CS1899'ABANDONED SECTION OF CABELL RD. (OLD STATE HWY 114), AND 1 FOOT LOWER
 CS1899'THAN THE ABANDONED ROAD.  A STANDARD DISK STAMPED X 914 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0089 ***********************************************************************
 AP0089  DESIGNATION -  X 915
 AP0089  PID         -  AP0089
 AP0089  STATE/COUNTY-  TX/MAVERICK
 AP0089  USGS QUAD   -  DEADMANS HILL (1974)
 AP0089
 AP0089                         *CURRENT SURVEY CONTROL
 AP0089  ___________________________________________________________________
 AP0089* NAD 83(1986)-  28 45 59.     (N)    100 29 40.     (W)     SCALED    
 AP0089* NAVD 88     -       231.484  (meters)     759.46   (feet)  ADJUSTED  
 AP0089  ___________________________________________________________________
 AP0089  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AP0089  DYNAMIC HT  -         231.139 (meters)     758.33  (feet)  COMP
 AP0089  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 AP0089
 AP0089  VERT ORDER  -  FIRST     CLASS II
 AP0089
 AP0089.The horizontal coordinates were scaled from a topographic map and have
 AP0089.an estimated accuracy of +/- 6 seconds.
 AP0089
 AP0089.The orthometric height was determined by differential leveling
 AP0089.and adjusted by the National Geodetic Survey in June 1991..
 AP0089
 AP0089.The geoid height was determined by GEOID03.
 AP0089
 AP0089.The dynamic height is computed by dividing the NAVD 88
 AP0089.geopotential number by the normal gravity value computed on the
 AP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0089.degrees latitude (g = 980.6199 gals.).
 AP0089
 AP0089.The modeled gravity was interpolated from observed gravity values.
 AP0089
 AP0089;                    North         East    Units  Estimated Accuracy
 AP0089;SPC TXSC     - 4,104,340.      454,070.      MT  (+/- 180 meters Scaled)
 AP0089
 AP0089                          SUPERSEDED SURVEY CONTROL
 AP0089
 AP0089  NGVD 29 (??/??/92)  231.35   (m)          759.0    (f) COMPUTED    1 2
 AP0089
 AP0089.Superseded values are not recommended for survey control.
 AP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0089.See file dsdata.txt to determine how the superseded data were derived.
 AP0089
 AP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS541830(NAD 83)
 AP0089_MARKER: DB = BENCH MARK DISK
 AP0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0089_SP_SET: CATTLEGUARD HEADWALL
 AP0089_STAMPING: X 915 1944
 AP0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0089
 AP0089  HISTORY     - Date     Condition        Report By
 AP0089  HISTORY     - 1944     MONUMENTED       CGS
 AP0089  HISTORY     - 1957     MARK NOT FOUND   NGS
 AP0089  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0089
 AP0089                          STATION DESCRIPTION
 AP0089
 AP0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0089'4.0 MI N FROM EAGLE PASS.
 AP0089'4.0 MILES NORTH ALONG THE TEXAS STATE HIGHWAY 85 FROM THE COUNTY
 AP0089'COURTHOUSE AT EAGLE PASS, 0.9 MILE SOUTHWEST OF THE TEXAS AND NEW
 AP0089'ORLEANS RAILROAD ALONG THE THOMPSON RANCH ROAD, AT THE JUNCTION OF
 AP0089'TEXAS STATE HIGHWAY 85 AND THOMPSON RANCH ROAD, 60 FEET EAST OF CENTER
 AP0089'LINE OF HIGHWAY, 15 FEET NORTH OF RANCH ROAD, ON NORTH HEADWALL OF
 AP0089'CONCRETE CATTLE GUARD, 2 FEET ABOVE THE GROUND.  STANDARD IRON DISK
 AP0089'SET IN CONCRETE HEADWALL.
 AP0089
 AP0089                          STATION RECOVERY (1982)
 AP0089
 AP0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0089'NOT RECOVERED, NO CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0560 ***********************************************************************
 CT0560  DESIGNATION -  X 917
 CT0560  PID         -  CT0560
 CT0560  STATE/COUNTY-  TX/TAYLOR
 CT0560  USGS QUAD   -  ABILENE WEST (1987)
 CT0560
 CT0560                         *CURRENT SURVEY CONTROL
 CT0560  ___________________________________________________________________
 CT0560* NAD 83(1986)-  32 27 19.     (N)    099 49 30.     (W)     SCALED    
 CT0560* NAVD 88     -       527.881  (meters)    1731.89   (feet)  ADJUSTED  
 CT0560  ___________________________________________________________________
 CT0560  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CT0560  DYNAMIC HT  -         527.197 (meters)    1729.65  (feet)  COMP
 CT0560  MODELED GRAV-     979,326.0   (mgal)                       NAVD 88
 CT0560
 CT0560  VERT ORDER  -  FIRST     CLASS II
 CT0560
 CT0560.The horizontal coordinates were scaled from a topographic map and have
 CT0560.an estimated accuracy of +/- 6 seconds.
 CT0560
 CT0560.The orthometric height was determined by differential leveling
 CT0560.and adjusted by the National Geodetic Survey in June 1991..
 CT0560.WARNING-Repeat measurements at this control monument indicate possible
 CT0560.vertical movement.
 CT0560
 CT0560.The geoid height was determined by GEOID03.
 CT0560
 CT0560.The dynamic height is computed by dividing the NAVD 88
 CT0560.geopotential number by the normal gravity value computed on the
 CT0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0560.degrees latitude (g = 980.6199 gals.).
 CT0560
 CT0560.The modeled gravity was interpolated from observed gravity values.
 CT0560
 CT0560;                    North         East    Units  Estimated Accuracy
 CT0560;SPC TXNC     - 2,088,240.      475,430.      MT  (+/- 180 meters Scaled)
 CT0560
 CT0560                          SUPERSEDED SURVEY CONTROL
 CT0560
 CT0560  NGVD 29 (??/??/92)  527.636  (m)         1731.09   (f) ADJ UNCH    1 2
 CT0560
 CT0560.Superseded values are not recommended for survey control.
 CT0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0560.See file dsdata.txt to determine how the superseded data were derived.
 CT0560
 CT0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA224912(NAD 83)
 CT0560_MARKER: DB = BENCH MARK DISK
 CT0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0560_STAMPING: X 917 1945
 CT0560_MARK LOGO: CGS   
 CT0560_PROJECTION: PROJECTING 45 CENTIMETERS
 CT0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0560+STABILITY: SURFACE MOTION
 CT0560
 CT0560  HISTORY     - Date     Condition        Report By
 CT0560  HISTORY     - 1945     MONUMENTED       CGS
 CT0560  HISTORY     - 1956     GOOD             NGS
 CT0560  HISTORY     - 1982     GOOD             NGS
 CT0560  HISTORY     - 19940803 POOR             USPSQD
 CT0560  HISTORY     - 20011013 GOOD             USPSQD
 CT0560
 CT0560                          STATION DESCRIPTION
 CT0560
 CT0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0560'2.7 MI E FROM TYE.
 CT0560'2.7 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0560'OFFICE AT TYE, 8 POLES EAST OF MILEPOST 412, 84 FEET NORTH OF THE
 CT0560'CENTER LINE OF U.S. HIGHWAY 80, 44.6 FEET SOUTH OF THE SOUTH RAIL,
 CT0560'13.8 FEET SOUTH OF A TELEPHONE POLE, 2.8 FEET WEST OF A WITNESS POST,
 CT0560'1.1 MILES WEST OF BENCH MARK W 917 RESET, SET IN THE TOP OF A CONCRETE
 CT0560'POST WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 CT0560
 CT0560                          STATION RECOVERY (1982)
 CT0560
 CT0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0560'3.8 KM (2.35 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0560'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0560'ABILENE, 0.5 KM (0.3 MI) EAST OF MILEPOST 412, 24.7 METERS (81.0 FT)
 CT0560'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S. HIGHWAYS 80
 CT0560'AND 84, 13.6 METERS (44.6 FT) SOUTH OF THE NEAR RAIL AND 0.9 METER
 CT0560'(3.0 FT) WEST OF A WHITE POST.
 CT0560'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CT0560'THE MARK IS 1.2 M BELOW THE TRACKS.
 CT0560
 CT0560                          STATION RECOVERY (1994)
 CT0560
 CT0560'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0560'MARK RECOVERED IN POOR CONDITION.
 CT0560
 CT0560                          STATION RECOVERY (2001)
 CT0560
 CT0560'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0539 ***********************************************************************
 AH0539  DESIGNATION -  X 919
 AH0539  PID         -  AH0539
 AH0539  STATE/COUNTY-  TX/KLEBERG
 AH0539  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0539
 AH0539                         *CURRENT SURVEY CONTROL
 AH0539  ___________________________________________________________________
 AH0539* NAD 83(1986)-  27 27 45.     (N)    097 34 38.     (W)     SCALED    
 AH0539* NAVD 88     -         4.303  (meters)      14.12   (feet)  ADJUSTED  
 AH0539  ___________________________________________________________________
 AH0539  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AH0539  DYNAMIC HT  -           4.296 (meters)      14.09  (feet)  COMP
 AH0539  MODELED GRAV-     979,109.7   (mgal)                       NAVD 88
 AH0539
 AH0539  VERT ORDER  -  SECOND    CLASS 0
 AH0539
 AH0539.The horizontal coordinates were scaled from a topographic map and have
 AH0539.an estimated accuracy of +/- 6 seconds.
 AH0539
 AH0539.The orthometric height was determined by differential leveling
 AH0539.and adjusted by the National Geodetic Survey in June 1991..
 AH0539
 AH0539.The geoid height was determined by GEOID03.
 AH0539
 AH0539.The dynamic height is computed by dividing the NAVD 88
 AH0539.geopotential number by the normal gravity value computed on the
 AH0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0539.degrees latitude (g = 980.6199 gals.).
 AH0539
 AH0539.The modeled gravity was interpolated from observed gravity values.
 AH0539
 AH0539;                    North         East    Units  Estimated Accuracy
 AH0539;SPC TX S     - 5,199,300.      391,210.      MT  (+/- 180 meters Scaled)
 AH0539
 AH0539                          SUPERSEDED SURVEY CONTROL
 AH0539
 AH0539  NGVD 29 (??/??/92)    4.442  (m)           14.57   (f) ADJ UNCH    2 0
 AH0539
 AH0539.Superseded values are not recommended for survey control.
 AH0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0539.See file dsdata.txt to determine how the superseded data were derived.
 AH0539
 AH0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR405384(NAD 83)
 AH0539_MARKER: DB = BENCH MARK DISK
 AH0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0539_STAMPING: X 919 1945
 AH0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0539+STABILITY: SURFACE MOTION
 AH0539
 AH0539  HISTORY     - Date     Condition        Report By
 AH0539  HISTORY     - 1945     MONUMENTED       CGS
 AH0539  HISTORY     - 1949     GOOD             NGS
 AH0539
 AH0539                          STATION DESCRIPTION
 AH0539
 AH0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0539'7 MI SW FROM LAURELES RANCH.
 AH0539'LOCATED ON THE KING RANCH, 6.5 MI. SW OF LAURELES RANCH HEADQUARTERS.
 AH0539'TO REACH FROM LAURELES RANCH, PROCEED 3 MI. W. ALONG PAVED ROAD TO
 AH0539'ROAD FORK.  TURN S. ALONG ROCK-SURFACED ROAD 4.9 MI. TO VICINITY OF
 AH0539'MARK.  BENCH MARK IS 1.0 MI. NW OF FIELD 15, 2.3 MI. W. OF AGUA DULCE
 AH0539'CREEK, 0.7 MI. S. OF CENTER OF AN INTERMITTENT CREEK, 60 FT. E. OF
 AH0539'CENTERLINE OF THE ROAD, AND 2 FT. S. OF A 4 X 4-INCH WHITE WOOD
 AH0539'WITNESS POST.  MARK IS A STANDARD DISK STAMPED X 919 1945, SET IN THE
 AH0539'TOP OF AN 8 X 8-INCH CONCRETE MONUMENT PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0033 ***********************************************************************
 BY0033  DESIGNATION -  X 92
 BY0033  PID         -  BY0033
 BY0033  STATE/COUNTY-  TX/SHELBY
 BY0033  USGS QUAD   -  TENAHA EAST (1984)
 BY0033
 BY0033                         *CURRENT SURVEY CONTROL
 BY0033  ___________________________________________________________________
 BY0033* NAD 83(1986)-  31 56 18.     (N)    094 14 53.     (W)     SCALED    
 BY0033* NAVD 88     -       106.06   (+/-2cm)     348.0    (feet)  VERTCON   
 BY0033  ___________________________________________________________________
 BY0033  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY0033
 BY0033  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0033
 BY0033.The horizontal coordinates were scaled from a topographic map and have
 BY0033.an estimated accuracy of +/- 6 seconds.
 BY0033
 BY0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0033.The vertical order pertains to the NGVD 29 superseded value.
 BY0033
 BY0033.The geoid height was determined by GEOID03.
 BY0033
 BY0033;                    North         East    Units  Estimated Accuracy
 BY0033;SPC TX C     - 3,267,570.    1,275,120.      MT  (+/- 180 meters Scaled)
 BY0033
 BY0033                          SUPERSEDED SURVEY CONTROL
 BY0033
 BY0033  NGVD 29 (??/??/92)  106.102  (m)          348.10   (f) ADJ UNCH    1 2
 BY0033
 BY0033.Superseded values are not recommended for survey control.
 BY0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0033.See file dsdata.txt to determine how the superseded data were derived.
 BY0033
 BY0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR820342(NAD 83)
 BY0033_MARKER: DB = BENCH MARK DISK
 BY0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0033+STABILITY: SURFACE MOTION
 BY0033
 BY0033  HISTORY     - Date     Condition        Report By
 BY0033  HISTORY     - UNK      MONUMENTED       CGS
 BY0033  HISTORY     - 1932     GOOD             NGS
 BY0033  HISTORY     - 1934     GOOD             NGS
 BY0033
 BY0033                          STATION DESCRIPTION
 BY0033
 BY0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0033'IN TENAHA.
 BY0033'ON THE G.S. AND SANTA FE. R.R., 9 TELEPHONE POLE LENGTHS SOUTH OF THE
 BY0033'STATION, AT THE FIRST GRADE CROSSING SOUTH OF THE STATION.  THE MARK
 BY0033'IS 3 FEET FROM THE NORTHEAST CORNER OF THE FENCE AROUND THE
 BY0033'SOUTHWESTERN GAS AND ELECTRIC COS ELECTRIC SUBSTATION, 125 FEET WEST
 BY0033'OF THE RAILROAD, AND 50 FEET NORTH OF THE ROAD.
 BY0033
 BY0033                          STATION RECOVERY (1934)
 BY0033
 BY0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0382 ***********************************************************************
 DN0382  DESIGNATION -  X 922
 DN0382  PID         -  DN0382
 DN0382  STATE/COUNTY-  TX/COLLIN
 DN0382  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0382
 DN0382                         *CURRENT SURVEY CONTROL
 DN0382  ___________________________________________________________________
 DN0382* NAD 83(1986)-  33 09 57.     (N)    096 37 44.     (W)     SCALED    
 DN0382* NAVD 88     -       185.380  (meters)     608.20   (feet)  ADJUSTED  
 DN0382  ___________________________________________________________________
 DN0382  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DN0382  DYNAMIC HT  -         185.179 (meters)     607.54  (feet)  COMP
 DN0382  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DN0382
 DN0382  VERT ORDER  -  SECOND    CLASS 0
 DN0382
 DN0382.The horizontal coordinates were scaled from a topographic map and have
 DN0382.an estimated accuracy of +/- 6 seconds.
 DN0382
 DN0382.The orthometric height was determined by differential leveling
 DN0382.and adjusted by the National Geodetic Survey in June 1991..
 DN0382
 DN0382.The geoid height was determined by GEOID03.
 DN0382
 DN0382.The dynamic height is computed by dividing the NAVD 88
 DN0382.geopotential number by the normal gravity value computed on the
 DN0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0382.degrees latitude (g = 980.6199 gals.).
 DN0382
 DN0382.The modeled gravity was interpolated from observed gravity values.
 DN0382
 DN0382;                    North         East    Units  Estimated Accuracy
 DN0382;SPC TXNC     - 2,167,800.      774,500.      MT  (+/- 180 meters Scaled)
 DN0382
 DN0382                          SUPERSEDED SURVEY CONTROL
 DN0382
 DN0382  NGVD 29 (??/??/92)  185.398  (m)          608.26   (f) ADJ UNCH    2 0
 DN0382
 DN0382.Superseded values are not recommended for survey control.
 DN0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0382.See file dsdata.txt to determine how the superseded data were derived.
 DN0382
 DN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB211721(NAD 83)
 DN0382_MARKER: DB = BENCH MARK DISK
 DN0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0382_STAMPING: X 922 1946
 DN0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0382+STABILITY: SURFACE MOTION
 DN0382
 DN0382  HISTORY     - Date     Condition        Report By
 DN0382  HISTORY     - 1946     MONUMENTED       CGS
 DN0382  HISTORY     - 1960     GOOD             USGS
 DN0382  HISTORY     - 19910715 MARK NOT FOUND   USPSQD
 DN0382  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0382
 DN0382                          STATION DESCRIPTION
 DN0382
 DN0382'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DN0382'1.25 MI S FROM MCKINNEY.
 DN0382'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 (BUSINESS ROUTE) FROM THE
 DN0382'COURTHOUSE AT MCKINNEY, THENCE SOUTH ALONG U.S. HIGHWAY 75 1.3 MILES
 DN0382'TO JUNCTION OF STATE HIGHWAY 5 AND ENTRANCE DRIVEWAY TO STATE HIGHWAY
 DN0382'DISTRICT ENGINEERS OFFICE.  81.5 FEET SOUTH OF THE CENTERLINE OF
 DN0382'DRIVEWAY, 56.8 FEET NW OF THE NW CORNER OF ENGINEERS OFFICE BUILDING,
 DN0382'37.7 FEET NORTH OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST
 DN0382'WHICH PROJECTS 0.7 FEET ABOVE GROUND.  NOTE-- POST HAS BEEN DISTURBED
 DN0382'AND IS LOOSE IN THE GROUND.
 DN0382
 DN0382                          STATION RECOVERY (1991)
 DN0382
 DN0382'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0382'MARK NOT FOUND.
 DN0382
 DN0382                          STATION RECOVERY (2005)
 DN0382
 DN0382'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1032 ***********************************************************************
 CS1032  DESIGNATION -  X 923 RESET 1960
 CS1032  PID         -  CS1032
 CS1032  STATE/COUNTY-  TX/DALLAS
 CS1032  USGS QUAD   -  DALLAS (1981)
 CS1032
 CS1032                         *CURRENT SURVEY CONTROL
 CS1032  ___________________________________________________________________
 CS1032* NAD 83(1986)-  32 51 55.     (N)    096 46 01.     (W)     SCALED    
 CS1032* NAVD 88     -       178.27   (+/-2cm)     584.9    (feet)  VERTCON   
 CS1032  ___________________________________________________________________
 CS1032  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CS1032
 CS1032  VERT ORDER  -  THIRD (See Below)
 CS1032
 CS1032.The horizontal coordinates were scaled from a topographic map and have
 CS1032.an estimated accuracy of +/- 6 seconds.
 CS1032
 CS1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1032.The vertical order pertains to the NGVD 29 superseded value.
 CS1032
 CS1032.The geoid height was determined by GEOID03.
 CS1032
 CS1032;                    North         East    Units  Estimated Accuracy
 CS1032;SPC TXNC     - 2,134,250.      762,180.      MT  (+/- 180 meters Scaled)
 CS1032
 CS1032                          SUPERSEDED SURVEY CONTROL
 CS1032
 CS1032  NGVD 29 (??/??/??)  178.28   (m)          584.9    (f) RESET       3  
 CS1032
 CS1032.Superseded values are not recommended for survey control.
 CS1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1032.See file dsdata.txt to determine how the superseded data were derived.
 CS1032
 CS1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB089385(NAD 83)
 CS1032_MARKER: DB = BENCH MARK DISK
 CS1032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1032_SP_SET: BRIDGE
 CS1032_STAMPING: X 923 RESET 1960
 CS1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1032
 CS1032  HISTORY     - Date     Condition        Report By
 CS1032  HISTORY     - 1960     MONUMENTED       CGS
 CS1032  HISTORY     - 20060531 MARK NOT FOUND   HALFF
 CS1032
 CS1032                          STATION DESCRIPTION
 CS1032
 CS1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CS1032'IN DALLAS.
 CS1032'THIS MARK IS ABOUT 7 MILES NORTH, NORTHEAST FROM THE DALLAS COUNTY
 CS1032'COURT HOUSE AT THE INTERSECTION OF THE NORTHWEST HIGHWAY.  LOOP 12,
 CS1032'AND THE T. AND N.O.R.R., IN THE TOP OF THE SOUTH ABUTMENT OF THE
 CS1032'RAILROAD OVERPASS.  IT IS IN THE EAST END OF THE SOUTH ABUTMENT, 1
 CS1032'FOOT WEST OF THE EAST END AND 2 FEET SOUTH OF THE NORTH FACE OF THE
 CS1032'CONCRETE WALL AND ABOUT 5 FEET LOWER THAN THE RAILS.  IT IS ON THE
 CS1032'WEST SIDE OF GREENVILLE AVE. AND SOUTH OF LOOP 12.  A STANDARD DISK
 CS1032'STAMPED X 923 RESET 1960 SET IN THE MAIN CONCRETE PIER OF THE BRIDGE.
 CS1032
 CS1032                          STATION RECOVERY (2006)
 CS1032
 CS1032'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2006 (GSK)
 CS1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1335 ***********************************************************************
 CS1335  DESIGNATION -  X 924
 CS1335  PID         -  CS1335
 CS1335  STATE/COUNTY-  TX/DALLAS
 CS1335  USGS QUAD   -  ROWLETT (1973)
 CS1335
 CS1335                         *CURRENT SURVEY CONTROL
 CS1335  ___________________________________________________________________
 CS1335* NAD 83(1986)-  32 58 23.     (N)    096 34 59.     (W)     SCALED    
 CS1335* NAVD 88     -       159.862  (meters)     524.48   (feet)  ADJUSTED  
 CS1335  ___________________________________________________________________
 CS1335  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CS1335  DYNAMIC HT  -         159.687 (meters)     523.91  (feet)  COMP
 CS1335  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CS1335
 CS1335  VERT ORDER  -  SECOND    CLASS 0
 CS1335
 CS1335.The horizontal coordinates were scaled from a topographic map and have
 CS1335.an estimated accuracy of +/- 6 seconds.
 CS1335
 CS1335.The orthometric height was determined by differential leveling
 CS1335.and adjusted by the National Geodetic Survey in June 1991..
 CS1335
 CS1335.The geoid height was determined by GEOID03.
 CS1335
 CS1335.The dynamic height is computed by dividing the NAVD 88
 CS1335.geopotential number by the normal gravity value computed on the
 CS1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1335.degrees latitude (g = 980.6199 gals.).
 CS1335
 CS1335.The modeled gravity was interpolated from observed gravity values.
 CS1335
 CS1335;                    North         East    Units  Estimated Accuracy
 CS1335;SPC TXNC     - 2,146,500.      779,170.      MT  (+/- 180 meters Scaled)
 CS1335
 CS1335                          SUPERSEDED SURVEY CONTROL
 CS1335
 CS1335  NGVD 29 (??/??/92)  159.873  (m)          524.52   (f) ADJ UNCH    2 0
 CS1335
 CS1335.Superseded values are not recommended for survey control.
 CS1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1335.See file dsdata.txt to determine how the superseded data were derived.
 CS1335
 CS1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB258508(NAD 83)
 CS1335_MARKER: DB = BENCH MARK DISK
 CS1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1335_SP_SET: CULVERT
 CS1335_STAMPING: X 924 1946
 CS1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1335
 CS1335  HISTORY     - Date     Condition        Report By
 CS1335  HISTORY     - 1946     MONUMENTED       CGS
 CS1335  HISTORY     - 1964     GOOD             NGS
 CS1335  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 CS1335
 CS1335                          STATION DESCRIPTION
 CS1335
 CS1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1335'4.6 MI SW FROM WYLIE.
 CS1335'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE CITY WATER TOWER
 CS1335'AT WYLIE.  THE MARK IS SET AT A JUNCTION OF THE HIGHWAY AND A T ROAD
 CS1335'LEADING SOUTH.  19.5 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 CS1335'SOUTH, 18.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6 INCHES
 CS1335'ABOVE THE LEVEL OF THE HIGHWAY.  A BRONZE DISK SET IN THE TOP OF THE
 CS1335'EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.  NOTE-- THE
 CS1335'HIGHWAY HAS BEEN CHANGED AND THE ROUTE ALONG THE BENCH MARK IS NOW
 CS1335'SACHSE ROAD.  NOTE-- TO REACH FROM THE JUNCTION OF FARM ROAD 544 AND
 CS1335'STATE HIGHWAY 78 IN WYLIE, GO SOUTH ON FARM ROAD 544 FOR 0.45 MILE TO
 CS1335'A CROSSROAD, (FARM ROAD 544 TURNS LEFT.) KEEP STRAIGHT AHEAD, GO 1.25
 CS1335'MILES TO A ROAD FORK.  TAKE RIGHT FORK, SACHSE ROAD, GO 2.95 MILES TO
 CS1335'BENCH MARK.
 CS1335
 CS1335                          STATION RECOVERY (1969)
 CS1335
 CS1335'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 CS1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0015 ***********************************************************************
 CS0015  DESIGNATION -  X 926
 CS0015  PID         -  CS0015
 CS0015  STATE/COUNTY-  TX/COLLIN
 CS0015  USGS QUAD   -  ROYSE CITY (1963)
 CS0015
 CS0015                         *CURRENT SURVEY CONTROL
 CS0015  ___________________________________________________________________
 CS0015* NAD 83(1986)-  32 59 45.     (N)    096 18 05.     (W)     SCALED    
 CS0015* NAVD 88     -       175.280  (meters)     575.06   (feet)  ADJUSTED  
 CS0015  ___________________________________________________________________
 CS0015  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0015  DYNAMIC HT  -         175.088 (meters)     574.43  (feet)  COMP
 CS0015  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 CS0015
 CS0015  VERT ORDER  -  FIRST     CLASS II
 CS0015
 CS0015.The horizontal coordinates were scaled from a topographic map and have
 CS0015.an estimated accuracy of +/- 6 seconds.
 CS0015
 CS0015.The orthometric height was determined by differential leveling
 CS0015.and adjusted by the National Geodetic Survey in June 1991..
 CS0015
 CS0015.The geoid height was determined by GEOID03.
 CS0015
 CS0015.The dynamic height is computed by dividing the NAVD 88
 CS0015.geopotential number by the normal gravity value computed on the
 CS0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0015.degrees latitude (g = 980.6199 gals.).
 CS0015
 CS0015.The modeled gravity was interpolated from observed gravity values.
 CS0015
 CS0015;                    North         East    Units  Estimated Accuracy
 CS0015;SPC TXNC     - 2,149,540.      805,440.      MT  (+/- 180 meters Scaled)
 CS0015
 CS0015                          SUPERSEDED SURVEY CONTROL
 CS0015
 CS0015  NGVD 29 (??/??/92)  175.246  (m)          574.95   (f) ADJ UNCH    1 2
 CS0015
 CS0015.Superseded values are not recommended for survey control.
 CS0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0015.See file dsdata.txt to determine how the superseded data were derived.
 CS0015
 CS0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB521540(NAD 83)
 CS0015_MARKER: DB = BENCH MARK DISK
 CS0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0015_SP_SET: CONCRETE POST
 CS0015_STAMPING: X 926 1946
 CS0015_MARK LOGO: CGS   
 CS0015_PROJECTION: PROJECTING 15 CENTIMETERS
 CS0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0015+STABILITY: SURFACE MOTION
 CS0015
 CS0015  HISTORY     - Date     Condition        Report By
 CS0015  HISTORY     - 1946     MONUMENTED       CGS
 CS0015  HISTORY     - 1986     GOOD             NGS
 CS0015  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 CS0015
 CS0015                          STATION DESCRIPTION
 CS0015
 CS0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0015'2.3 MI NE FROM ROYCE CITY.
 CS0015'2.3 MILES NORTHEAST ALONG THE MISSOURI KANSAS AND TEXAS RAILROAD FROM
 CS0015'THE STATION AT ROYCE CITY.  1 POLE SOUTH OF MILE POST 728, 54.5 FEET
 CS0015'NORTHWEST OF THE CENTER OF A RAILROAD CROSSING, 53.6 FEET NORTH OF THE
 CS0015'CENTER LINE OF A ROAD, 38.4 FEET WEST OF THE WEST RAIL, 5 FEET BELOW
 CS0015'THE LEVEL OF THE TRACK, 4.9 FEET SOUTH OF A TELEPHONE POLE, 4 FEET
 CS0015'SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0015'CONCRETE POST.
 CS0015
 CS0015                          STATION RECOVERY (1986)
 CS0015
 CS0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0015'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.5 KM
 CS0015'(7.15 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST JUNCTION
 CS0015'WITH FARM ROAD 36 IN CADDO MILLS, THENCE 0.4 KM (0.25 MI) EAST ALONG A
 CS0015'GRAVELED ROAD, 0.2 KM (0.1 MI) SOUTHWEST OF RAILROAD MILEPOST 728,
 CS0015'16.4 M (53.8 FT) NORTH OF THE CENTER OF THE ROAD, 11.7 M (38.4 FT)
 CS0015'NORTHWEST OF THE NEAR RAIL OF THE MISSOURI KANSAS TEXAS RAILROAD, AND
 CS0015'7.0 M (23.0 FT) SOUTHWEST OF A UTILITY POLE.
 CS0015'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 CS0015'THE MARK IS 1.5 M ABOVE THE TRACKS.
 CS0015
 CS0015                          STATION RECOVERY (1994)
 CS0015
 CS0015'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0025 ***********************************************************************
 CS0025  DESIGNATION -  X 927
 CS0025  PID         -  CS0025
 CS0025  STATE/COUNTY-  TX/HUNT
 CS0025  USGS QUAD   -  QUINLAN (1979)
 CS0025
 CS0025                         *CURRENT SURVEY CONTROL
 CS0025  ___________________________________________________________________
 CS0025* NAD 83(1986)-  32 58 51.     (N)    096 09 24.     (W)     SCALED    
 CS0025* NAVD 88     -       147.690  (meters)     484.55   (feet)  ADJUSTED  
 CS0025  ___________________________________________________________________
 CS0025  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0025  DYNAMIC HT  -         147.529 (meters)     484.02  (feet)  COMP
 CS0025  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 CS0025
 CS0025  VERT ORDER  -  SECOND    CLASS 0
 CS0025
 CS0025.The horizontal coordinates were scaled from a topographic map and have
 CS0025.an estimated accuracy of +/- 6 seconds.
 CS0025
 CS0025.The orthometric height was determined by differential leveling
 CS0025.and adjusted by the National Geodetic Survey in June 1991..
 CS0025
 CS0025.The geoid height was determined by GEOID03.
 CS0025
 CS0025.The dynamic height is computed by dividing the NAVD 88
 CS0025.geopotential number by the normal gravity value computed on the
 CS0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0025.degrees latitude (g = 980.6199 gals.).
 CS0025
 CS0025.The modeled gravity was interpolated from observed gravity values.
 CS0025
 CS0025;                    North         East    Units  Estimated Accuracy
 CS0025;SPC TXNC     - 2,148,170.      818,990.      MT  (+/- 180 meters Scaled)
 CS0025
 CS0025                          SUPERSEDED SURVEY CONTROL
 CS0025
 CS0025  NGVD 29 (??/??/92)  147.68   (m)          484.5    (f) COMPUTED    2 0
 CS0025
 CS0025.Superseded values are not recommended for survey control.
 CS0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0025.See file dsdata.txt to determine how the superseded data were derived.
 CS0025
 CS0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB657527(NAD 83)
 CS0025_MARKER: DB = BENCH MARK DISK
 CS0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0025_STAMPING: X 927 1946
 CS0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0025+STABILITY: SURFACE MOTION
 CS0025
 CS0025  HISTORY     - Date     Condition        Report By
 CS0025  HISTORY     - 1946     MONUMENTED       CGS
 CS0025  HISTORY     - 19940419 GOOD             USPSQD
 CS0025
 CS0025                          STATION DESCRIPTION
 CS0025
 CS0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0025'3.9 MI SW FROM CASH.
 CS0025'3.9 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE GRADE SCHOOL AT CASH,
 CS0025'AT THE JUNCTION OF A T-ROAD LEADING NORTH, 45.8 FEET NORTHWEST OF THE
 CS0025'CENTER OF THE JUNCTION, 36 FEET NORTH OF THE CENTERLINE OF THE MAIN
 CS0025'ROAD, 28.5 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 7
 CS0025'FEET NORTH OF A 14-INCH OAK TREE, 1.3 FEET EAST OF A NORTH-AND-SOUTH
 CS0025'FENCE, AND 3.5 FEET NORTH OF A WHITE WOODEN WITNESS POST. A STANDARD
 CS0025'DISK, STAMPED X 927 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS0025
 CS0025                          STATION RECOVERY (1994)
 CS0025
 CS0025'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0043 ***********************************************************************
 CS0043  DESIGNATION -  X 928
 CS0043  PID         -  CS0043
 CS0043  STATE/COUNTY-  TX/HUNT
 CS0043  USGS QUAD   -  QUINLAN (1979)
 CS0043
 CS0043                         *CURRENT SURVEY CONTROL
 CS0043  ___________________________________________________________________
 CS0043* NAD 83(1986)-  32 54 36.     (N)    096 12 39.     (W)     SCALED    
 CS0043* NAVD 88     -       154.305  (meters)     506.25   (feet)  ADJUSTED  
 CS0043  ___________________________________________________________________
 CS0043  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0043  DYNAMIC HT  -         154.135 (meters)     505.69  (feet)  COMP
 CS0043  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CS0043
 CS0043  VERT ORDER  -  SECOND    CLASS 0
 CS0043
 CS0043.The horizontal coordinates were scaled from a topographic map and have
 CS0043.an estimated accuracy of +/- 6 seconds.
 CS0043
 CS0043.The orthometric height was determined by differential leveling
 CS0043.and adjusted by the National Geodetic Survey in June 1991..
 CS0043
 CS0043.The geoid height was determined by GEOID03.
 CS0043
 CS0043.The dynamic height is computed by dividing the NAVD 88
 CS0043.geopotential number by the normal gravity value computed on the
 CS0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0043.degrees latitude (g = 980.6199 gals.).
 CS0043
 CS0043.The modeled gravity was interpolated from observed gravity values.
 CS0043
 CS0043;                    North         East    Units  Estimated Accuracy
 CS0043;SPC TXNC     - 2,140,210.      814,100.      MT  (+/- 180 meters Scaled)
 CS0043
 CS0043                          SUPERSEDED SURVEY CONTROL
 CS0043
 CS0043  NGVD 29 (??/??/92)  154.30   (m)          506.2    (f) COMPUTED    2 0
 CS0043
 CS0043.Superseded values are not recommended for survey control.
 CS0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0043.See file dsdata.txt to determine how the superseded data were derived.
 CS0043
 CS0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB608447(NAD 83)
 CS0043_MARKER: DB = BENCH MARK DISK
 CS0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0043_STAMPING: X 928 1946
 CS0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0043+STABILITY: SURFACE MOTION
 CS0043
 CS0043  HISTORY     - Date     Condition        Report By
 CS0043  HISTORY     - 1946     MONUMENTED       CGS
 CS0043  HISTORY     - 1956     POOR             USGS
 CS0043  HISTORY     - 1975     MARK NOT FOUND   USGS
 CS0043  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0043
 CS0043                          STATION DESCRIPTION
 CS0043
 CS0043'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CS0043'4.2 MI W FROM QUINLAN.
 CS0043'4.2 MILES WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC STATION
 CS0043'AT QUINLAN, 1.0 MILE WEST OF STRINGTOWN SCHOOL, 290 FEET WEST OF THE
 CS0043'SOUTHEAST CORNER OF A FARMHOUSE, 27 FEET NORTH OF THE CENTERLINE OF
 CS0043'THE ROAD, IN A FENCE CORNER, 3 FEET WEST OF THE GARDEN FENCE, 2 FEET
 CS0043'NORTH OF THE FIELD FENCE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS
 CS0043'POST.  A STANDARD DISK, STAMPED X 928 1946 AND SET IN THE TOP OF A
 CS0043'CONCRETE POST.  NOTE-- THE AREA AROUND THE MARK HAS BEEN BLADED AND
 CS0043'GRADED AND A LARGE CHUNK HAS BEEN TAKEN FROM THE SIDE OF THE CONCRETE
 CS0043'POST, EVEN THOUGH THE TILT OF THE CAP IS VERY SLIGHT.
 CS0043
 CS0043                          STATION RECOVERY (1975)
 CS0043
 CS0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CS0043'MARK NOT FOUND.
 CS0043
 CS0043                          STATION RECOVERY (1994)
 CS0043
 CS0043'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0083 ***********************************************************************
 CS0083  DESIGNATION -  X 929
 CS0083  PID         -  CS0083
 CS0083  STATE/COUNTY-  TX/ROCKWALL
 CS0083  USGS QUAD   -  FORNEY NORTH (1973)
 CS0083
 CS0083                         *CURRENT SURVEY CONTROL
 CS0083  ___________________________________________________________________
 CS0083* NAD 83(1986)-  32 50 22.     (N)    096 29 17.     (W)     SCALED    
 CS0083* NAVD 88     -       145.823  (meters)     478.42   (feet)  ADJUSTED  
 CS0083  ___________________________________________________________________
 CS0083  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0083  DYNAMIC HT  -         145.663 (meters)     477.90  (feet)  COMP
 CS0083  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CS0083
 CS0083  VERT ORDER  -  SECOND    CLASS 0
 CS0083
 CS0083.The horizontal coordinates were scaled from a topographic map and have
 CS0083.an estimated accuracy of +/- 6 seconds.
 CS0083
 CS0083.The orthometric height was determined by differential leveling
 CS0083.and adjusted by the National Geodetic Survey in June 1991..
 CS0083
 CS0083.The geoid height was determined by GEOID03.
 CS0083
 CS0083.The dynamic height is computed by dividing the NAVD 88
 CS0083.geopotential number by the normal gravity value computed on the
 CS0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0083.degrees latitude (g = 980.6199 gals.).
 CS0083
 CS0083.The modeled gravity was interpolated from observed gravity values.
 CS0083
 CS0083;                    North         East    Units  Estimated Accuracy
 CS0083;SPC TXNC     - 2,131,850.      788,330.      MT  (+/- 180 meters Scaled)
 CS0083
 CS0083                          SUPERSEDED SURVEY CONTROL
 CS0083
 CS0083  NGVD 29 (??/??/92)  145.838  (m)          478.47   (f) ADJ UNCH    2 0
 CS0083
 CS0083.Superseded values are not recommended for survey control.
 CS0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0083.See file dsdata.txt to determine how the superseded data were derived.
 CS0083
 CS0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB351362(NAD 83)
 CS0083_MARKER: DB = BENCH MARK DISK
 CS0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0083_STAMPING: X 929 1946
 CS0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0083+STABILITY: SURFACE MOTION
 CS0083
 CS0083  HISTORY     - Date     Condition        Report By
 CS0083  HISTORY     - 1946     MONUMENTED       CGS
 CS0083  HISTORY     - 1958     GOOD             NGS
 CS0083  HISTORY     - 19920825 MARK NOT FOUND   USPSQD
 CS0083  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS0083
 CS0083                          STATION DESCRIPTION
 CS0083
 CS0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS0083'0.9 MI W FROM HEATH.
 CS0083'0.9 MILE WEST FROM THE CROSSROADS AND GENERAL STORE IN HEATH, ALONG
 CS0083'THE NORTH SIDE OF BARNES BRIDGE ROAD, 21 FEET NORTH OF THE CENTERLINE
 CS0083'OF THE ROAD, 6 FEET NORTHWEST OF A POWER POLE AND A FENCE CORNER, NEAR
 CS0083'THE CENTER OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE.  A STANDARD DISK
 CS0083'STAMPED X 929 1946 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 CS0083
 CS0083                          STATION RECOVERY (1992)
 CS0083
 CS0083'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS0083'MARK NOT FOUND.
 CS0083
 CS0083                          STATION RECOVERY (2005)
 CS0083
 CS0083'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0279 ***********************************************************************
 DN0279  DESIGNATION -  X 930
 DN0279  PID         -  DN0279
 DN0279  STATE/COUNTY-  TX/COLLIN
 DN0279  USGS QUAD   -  FRISCO (1981)
 DN0279
 DN0279                         *CURRENT SURVEY CONTROL
 DN0279  ___________________________________________________________________
 DN0279* NAD 83(1986)-  33 11 51.     (N)    096 49 00.     (W)     SCALED    
 DN0279* NAVD 88     -       191.263  (meters)     627.50   (feet)  ADJUSTED  
 DN0279  ___________________________________________________________________
 DN0279  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DN0279  DYNAMIC HT  -         191.053 (meters)     626.81  (feet)  COMP
 DN0279  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 DN0279
 DN0279  VERT ORDER  -  SECOND    CLASS 0
 DN0279
 DN0279.The horizontal coordinates were scaled from a topographic map and have
 DN0279.an estimated accuracy of +/- 6 seconds.
 DN0279
 DN0279.The orthometric height was determined by differential leveling
 DN0279.and adjusted by the National Geodetic Survey in June 1991..
 DN0279
 DN0279.The geoid height was determined by GEOID03.
 DN0279
 DN0279.The dynamic height is computed by dividing the NAVD 88
 DN0279.geopotential number by the normal gravity value computed on the
 DN0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0279.degrees latitude (g = 980.6199 gals.).
 DN0279
 DN0279.The modeled gravity was interpolated from observed gravity values.
 DN0279
 DN0279;                    North         East    Units  Estimated Accuracy
 DN0279;SPC TXNC     - 2,171,010.      756,940.      MT  (+/- 180 meters Scaled)
 DN0279
 DN0279                          SUPERSEDED SURVEY CONTROL
 DN0279
 DN0279  NGVD 29 (??/??/92)  191.274  (m)          627.54   (f) ADJ UNCH    2 0
 DN0279
 DN0279.Superseded values are not recommended for survey control.
 DN0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0279.See file dsdata.txt to determine how the superseded data were derived.
 DN0279
 DN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB035753(NAD 83)
 DN0279_MARKER: DB = BENCH MARK DISK
 DN0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0279_STAMPING: X 930 1946
 DN0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0279+STABILITY: SURFACE MOTION
 DN0279
 DN0279  HISTORY     - Date     Condition        Report By
 DN0279  HISTORY     - 1946     MONUMENTED       CGS
 DN0279  HISTORY     - 19940707 GOOD             USPSQD
 DN0279
 DN0279                          STATION DESCRIPTION
 DN0279
 DN0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0279'3.4 MI N FROM FRISCO.
 DN0279'3.4 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM
 DN0279'THE STATION AT FRISCO.  ABOUT 100 YARDS NORTHEAST OF A SMALL WHITE
 DN0279'FARM HOUSE, 258 FEET NORTH OF THE CENTER OF A RAILROAD CROSSING, 186
 DN0279'FEET SOUTH OF THE SOUTH END OF RAILROAD TRESTLE NUMBER 6825, 53 FEET
 DN0279'SOUTH OF MILE POST 682.15, 46 FEET WEST OF THE CENTER LINE OF THE
 DN0279'RAILROAD, 2.5 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WHITE 4 X 4
 DN0279'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0279
 DN0279                          STATION RECOVERY (1994)
 DN0279
 DN0279'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1769 ***********************************************************************
 CS1769  DESIGNATION -  X 931
 CS1769  PID         -  CS1769
 CS1769  STATE/COUNTY-  TX/TARRANT
 CS1769  USGS QUAD   -  HALTOM CITY (1981)
 CS1769
 CS1769                         *CURRENT SURVEY CONTROL
 CS1769  ___________________________________________________________________
 CS1769* NAD 83(1986)-  32 47 42.     (N)    097 18 07.     (W)     SCALED    
 CS1769* NAVD 88     -       181.924  (meters)     596.86   (feet)  ADJUSTED  
 CS1769  ___________________________________________________________________
 CS1769  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS1769  DYNAMIC HT  -         181.711 (meters)     596.16  (feet)  COMP
 CS1769  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 CS1769
 CS1769  VERT ORDER  -  FIRST     CLASS II
 CS1769
 CS1769.The horizontal coordinates were scaled from a topographic map and have
 CS1769.an estimated accuracy of +/- 6 seconds.
 CS1769
 CS1769.The orthometric height was determined by differential leveling
 CS1769.and adjusted by the National Geodetic Survey in June 1991..
 CS1769
 CS1769.The geoid height was determined by GEOID03.
 CS1769
 CS1769.The dynamic height is computed by dividing the NAVD 88
 CS1769.geopotential number by the normal gravity value computed on the
 CS1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1769.degrees latitude (g = 980.6199 gals.).
 CS1769
 CS1769.The modeled gravity was interpolated from observed gravity values.
 CS1769
 CS1769;                    North         East    Units  Estimated Accuracy
 CS1769;SPC TXNC     - 2,125,760.      712,210.      MT  (+/- 180 meters Scaled)
 CS1769
 CS1769                          SUPERSEDED SURVEY CONTROL
 CS1769
 CS1769  NGVD 29 (??/??/92)  181.922  (m)          596.86   (f) ADJ UNCH    1 2
 CS1769
 CS1769.Superseded values are not recommended for survey control.
 CS1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1769.See file dsdata.txt to determine how the superseded data were derived.
 CS1769
 CS1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB590298(NAD 83)
 CS1769_MARKER: DB = BENCH MARK DISK
 CS1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1769_STAMPING: X 931 1946
 CS1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1769+STABILITY: SURFACE MOTION
 CS1769
 CS1769  HISTORY     - Date     Condition        Report By
 CS1769  HISTORY     - 1946     MONUMENTED       CGS
 CS1769  HISTORY     - 1957     GOOD             NGS
 CS1769  HISTORY     - 1984     GOOD             NGS
 CS1769  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1769
 CS1769                          STATION DESCRIPTION
 CS1769
 CS1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1769'IN FORT WORTH.
 CS1769'ABOUT 3.1 MILES NORTHEAST OF THE TARRANT COUNTY COURT HOUSE IN FORT
 CS1769'WORTH, NEAR THE INTERSECTION OF NORTH RIVERSIDE DRIVE AND NORTHEAST
 CS1769'28TH STREET, 42 FEET NORTH OF THE CENTERLINE OF 28TH AND ABOUT 140
 CS1769'FEET WEST OF THE CENTERLINE OF RIVERSIDE, 1 FOOT EAST OF THE PROPERTY
 CS1769'LINE BETWEEN HOUSES NUMBERED 3033 AND 3037 38TH STREET, 1 FOOT WEST OF
 CS1769'THE EDGE OF THE ENTRANCE DRIVE TO 3037 AND 9 FEET NORTH OF THE NORTH
 CS1769'CURB OF 28TH.  A STANDARD DISK STAMPED X 931 1946 IN A CONCRETE POST
 CS1769'FLUSH WITH THE SURFACE OF THE LAWN.
 CS1769
 CS1769                          STATION RECOVERY (1984)
 CS1769
 CS1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1769'RECOVERED IN GOOD CONDITION.
 CS1769
 CS1769                          STATION RECOVERY (1995)
 CS1769
 CS1769'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1689 ***********************************************************************
 CS1689  DESIGNATION -  X 932
 CS1689  PID         -  CS1689
 CS1689  STATE/COUNTY-  TX/TARRANT
 CS1689  USGS QUAD   -  FORT WORTH (1981)
 CS1689
 CS1689                         *CURRENT SURVEY CONTROL
 CS1689  ___________________________________________________________________
 CS1689* NAD 83(1986)-  32 42 21.     (N)    097 20 27.     (W)     SCALED    
 CS1689* NAVD 88     -       216.026  (meters)     708.75   (feet)  ADJUSTED  
 CS1689  ___________________________________________________________________
 CS1689  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS1689  DYNAMIC HT  -         215.772 (meters)     707.91  (feet)  COMP
 CS1689  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 CS1689
 CS1689  VERT ORDER  -  FIRST     CLASS II
 CS1689
 CS1689.The horizontal coordinates were scaled from a topographic map and have
 CS1689.an estimated accuracy of +/- 6 seconds.
 CS1689
 CS1689.The orthometric height was determined by differential leveling
 CS1689.and adjusted by the National Geodetic Survey in June 1991..
 CS1689.WARNING-Repeat measurements at this control monument indicate possible
 CS1689.vertical movement.
 CS1689
 CS1689.The geoid height was determined by GEOID03.
 CS1689
 CS1689.The dynamic height is computed by dividing the NAVD 88
 CS1689.geopotential number by the normal gravity value computed on the
 CS1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1689.degrees latitude (g = 980.6199 gals.).
 CS1689
 CS1689.The modeled gravity was interpolated from observed gravity values.
 CS1689
 CS1689;                    North         East    Units  Estimated Accuracy
 CS1689;SPC TXNC     - 2,115,830.      708,670.      MT  (+/- 180 meters Scaled)
 CS1689
 CS1689                          SUPERSEDED SURVEY CONTROL
 CS1689
 CS1689  NGVD 29 (??/??/92)  216.030  (m)          708.76   (f) ADJ UNCH    1 2
 CS1689
 CS1689.Superseded values are not recommended for survey control.
 CS1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1689.See file dsdata.txt to determine how the superseded data were derived.
 CS1689
 CS1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB555198(NAD 83)
 CS1689_MARKER: DB = BENCH MARK DISK
 CS1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1689_SP_SET: UNDERPASS
 CS1689_STAMPING: X 932 1946 708.758
 CS1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1689
 CS1689  HISTORY     - Date     Condition        Report By
 CS1689  HISTORY     - 1946     MONUMENTED       CGS
 CS1689  HISTORY     - 1962     GOOD             NGS
 CS1689  HISTORY     - 1966     MARK NOT FOUND   USPSQD
 CS1689  HISTORY     - 1966     GOOD             NGS
 CS1689  HISTORY     - 1989     GOOD             USPSQD
 CS1689  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1689  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1689  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS1689
 CS1689                          STATION DESCRIPTION
 CS1689
 CS1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1689'IN FORT WORTH.
 CS1689'ABOUT 3.8 MILES SOUTH OF THE COUNTY COURT HOUSE IN FORT WORTH, ALONG
 CS1689'THE SOUTH SIDE OF BERRY STREET AND NEAR THE WEST END OF THE UNDERPASS
 CS1689'AT THE G.C. AND S.F.R.R.  IT IS 37 FEET EAST OF THE EAST CURB LINE OF
 CS1689'6TH AVENUE, 5 FEET SOUTH OF THE SOUTH CURB OF BERRY STREET AND 4 FEET
 CS1689'ABOVE THE SIDEWALK.  A STANDARD DISK STAMPED X 932 1946 708.758 IN THE
 CS1689'TOP OF THE SOUTHWEST WINGWALL OF A CONCRETE UNDERPASS.  THIS MARK IS
 CS1689'ABOUT 1/2 BLOCK EAST OF 2005 (TGS) WHICH IS WEST OF THE ALLEY AND
 CS1689'NORTH OF BERRY STREET.
 CS1689
 CS1689                          STATION RECOVERY (1966)
 CS1689
 CS1689'RECOVERY NOTE BY US POWER SQUADRON 1966 (RCS)
 CS1689'MARK NOT FOUND.
 CS1689
 CS1689                          STATION RECOVERY (1966)
 CS1689
 CS1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1689'RECOVERED IN GOOD CONDITION.
 CS1689
 CS1689                          STATION RECOVERY (1989)
 CS1689
 CS1689'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMF)
 CS1689'RECOVERED IN GOOD CONDITION.
 CS1689
 CS1689                          STATION RECOVERY (1995)
 CS1689
 CS1689'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1689'MARK NOT FOUND.
 CS1689
 CS1689                          STATION RECOVERY (2001)
 CS1689
 CS1689'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1689'MARK NOT FOUND.
 CS1689
 CS1689                          STATION RECOVERY (2005)
 CS1689
 CS1689'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHB)
 CS1689'BELIEVED TO BE DESTROYED BY NEW UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0098 ***********************************************************************
 BZ0098  DESIGNATION -  X 933
 BZ0098  PID         -  BZ0098
 BZ0098  STATE/COUNTY-  TX/FREESTONE
 BZ0098  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0098
 BZ0098                         *CURRENT SURVEY CONTROL
 BZ0098  ___________________________________________________________________
 BZ0098* NAD 83(1986)-  31 38 29.     (N)    096 16 56.     (W)     SCALED    
 BZ0098* NAVD 88     -       148.388  (meters)     486.84   (feet)  ADJUSTED  
 BZ0098  ___________________________________________________________________
 BZ0098  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0098  DYNAMIC HT  -         148.210 (meters)     486.25  (feet)  COMP
 BZ0098  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 BZ0098
 BZ0098  VERT ORDER  -  SECOND    CLASS 0
 BZ0098
 BZ0098.The horizontal coordinates were scaled from a topographic map and have
 BZ0098.an estimated accuracy of +/- 6 seconds.
 BZ0098
 BZ0098.The orthometric height was determined by differential leveling
 BZ0098.and adjusted by the National Geodetic Survey in June 1991..
 BZ0098
 BZ0098.The geoid height was determined by GEOID03.
 BZ0098
 BZ0098.The dynamic height is computed by dividing the NAVD 88
 BZ0098.geopotential number by the normal gravity value computed on the
 BZ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0098.degrees latitude (g = 980.6199 gals.).
 BZ0098
 BZ0098.The modeled gravity was interpolated from observed gravity values.
 BZ0098
 BZ0098;                    North         East    Units  Estimated Accuracy
 BZ0098;SPC TX C     - 3,225,910.    1,084,180.      MT  (+/- 180 meters Scaled)
 BZ0098
 BZ0098                          SUPERSEDED SURVEY CONTROL
 BZ0098
 BZ0098  NGVD 29 (??/??/92)  148.376  (m)          486.80   (f) ADJ UNCH    2 0
 BZ0098
 BZ0098.Superseded values are not recommended for survey control.
 BZ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0098.See file dsdata.txt to determine how the superseded data were derived.
 BZ0098
 BZ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA577038(NAD 83)
 BZ0098_MARKER: DB = BENCH MARK DISK
 BZ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0098_STAMPING: X 933 1948
 BZ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0098+STABILITY: SURFACE MOTION
 BZ0098
 BZ0098  HISTORY     - Date     Condition        Report By
 BZ0098  HISTORY     - 1948     MONUMENTED       CGS
 BZ0098  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0098  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0098  HISTORY     - 20051031 POOR             BOHAN
 BZ0098
 BZ0098                          STATION DESCRIPTION
 BZ0098
 BZ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0098'1.0 MI N FROM TEAGUE.
 BZ0098'0.7 MILE NORTH ALONG U.S. HIGHWAY NO.84 FROM THE POST OFFICE AT
 BZ0098'TEAGUE, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD, AT THE
 BZ0098'SOUTHWEST CORNER OF THE LANDING FIELD OF GAGE AIRPORT, 29.3 FEET NORTH
 BZ0098'OF A FENCE CORNER, 21.8 FEET EAST OF THE CENTER OF THE ROAD, 11.2 FEET
 BZ0098'NORTH OF A 24-INCH OAK TREE, 1.6 FEET SOUTH OF A WITNESS POST, 1.2
 BZ0098'FEET EAST OF A BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST
 BZ0098'WHICH PROJECTS 0.2 FOOT ABOVE GROUND.
 BZ0098
 BZ0098                          STATION RECOVERY (1963)
 BZ0098
 BZ0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0098'MARK NOT FOUND.
 BZ0098
 BZ0098                          STATION RECOVERY (2002)
 BZ0098
 BZ0098'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0098'LOCAL KNOWLEDGE - OLD AIRPORT HAS BEEN REPLACED BY THE CURRENT HOUSING
 BZ0098'AREA.
 BZ0098
 BZ0098                          STATION RECOVERY (2005)
 BZ0098
 BZ0098'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 BZ0098'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0121 ***********************************************************************
 BZ0121  DESIGNATION -  X 934
 BZ0121  PID         -  BZ0121
 BZ0121  STATE/COUNTY-  TX/LIMESTONE
 BZ0121  USGS QUAD   -  MEXIA (1982)
 BZ0121
 BZ0121                         *CURRENT SURVEY CONTROL
 BZ0121  ___________________________________________________________________
 BZ0121* NAD 83(1986)-  31 39 44.     (N)    096 27 43.     (W)     SCALED    
 BZ0121* NAVD 88     -       151.84   (+/-2cm)     498.2    (feet)  VERTCON   
 BZ0121  ___________________________________________________________________
 BZ0121  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0121
 BZ0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0121
 BZ0121.The horizontal coordinates were scaled from a topographic map and have
 BZ0121.an estimated accuracy of +/- 6 seconds.
 BZ0121
 BZ0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0121.The vertical order pertains to the NGVD 29 superseded value.
 BZ0121
 BZ0121.The geoid height was determined by GEOID03.
 BZ0121
 BZ0121;                    North         East    Units  Estimated Accuracy
 BZ0121;SPC TX C     - 3,227,610.    1,067,060.      MT  (+/- 180 meters Scaled)
 BZ0121
 BZ0121                          SUPERSEDED SURVEY CONTROL
 BZ0121
 BZ0121  NGVD 29 (??/??/92)  151.808  (m)          498.06   (f) ADJ UNCH    2 0
 BZ0121
 BZ0121.Superseded values are not recommended for survey control.
 BZ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0121.See file dsdata.txt to determine how the superseded data were derived.
 BZ0121
 BZ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA406057(NAD 83)
 BZ0121_MARKER: DB = BENCH MARK DISK
 BZ0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0121_SP_SET: CULVERT
 BZ0121_STAMPING: X 934 1948
 BZ0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0121
 BZ0121  HISTORY     - Date     Condition        Report By
 BZ0121  HISTORY     - 1948     MONUMENTED       CGS
 BZ0121  HISTORY     - 1980     GOOD             NGS
 BZ0121
 BZ0121                          STATION DESCRIPTION
 BZ0121
 BZ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0121'2.05 MI SE FROM MEXIA.
 BZ0121'0.5 MILE EAST ALONG COMMERCE STREET FROM THE TEXAS AND NEW ORLEANS
 BZ0121'RAILROAD STATION AT MEXIA, THENCE SOUTHEAST 1.55 MILES ALONG ROSS
 BZ0121'STREET AND THE MEXIA-TEAGUE ROAD, 0.75 MILE EAST OF BENCH MARK W 934,
 BZ0121'AT A DIRT T-ROAD LEADING WEST, 36.0 FEET NORTH OF THE EXTENDED CENTER
 BZ0121'OF THE T-ROAD, 12.8 FEET EAST AND ABOUT 1.0 FOOT ABOVE THE CENTER OF
 BZ0121'THE NORTH-SOUTH ROAD, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 BZ0121'OF A CONCRETE CULVERT AND SET IN A DRILL HOLE.
 BZ0121
 BZ0121                          STATION RECOVERY (1980)
 BZ0121
 BZ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0121'NOTE-NOT LEVELED TO AT THIS TIME.
 BZ0121'THE MARK IS 0.3 M ABOVE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0104 ***********************************************************************
 BZ0104  DESIGNATION -  X 935
 BZ0104  PID         -  BZ0104
 BZ0104  STATE/COUNTY-  TX/FREESTONE
 BZ0104  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0104
 BZ0104                         *CURRENT SURVEY CONTROL
 BZ0104  ___________________________________________________________________
 BZ0104* NAD 83(1986)-  31 41 13.     (N)    096 19 22.     (W)     SCALED    
 BZ0104* NAVD 88     -       148.609  (meters)     487.56   (feet)  ADJUSTED  
 BZ0104  ___________________________________________________________________
 BZ0104  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0104  DYNAMIC HT  -         148.432 (meters)     486.98  (feet)  COMP
 BZ0104  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 BZ0104
 BZ0104  VERT ORDER  -  SECOND    CLASS 0
 BZ0104
 BZ0104.The horizontal coordinates were scaled from a topographic map and have
 BZ0104.an estimated accuracy of +/- 6 seconds.
 BZ0104
 BZ0104.The orthometric height was determined by differential leveling
 BZ0104.and adjusted by the National Geodetic Survey in June 1991..
 BZ0104
 BZ0104.The geoid height was determined by GEOID03.
 BZ0104
 BZ0104.The dynamic height is computed by dividing the NAVD 88
 BZ0104.geopotential number by the normal gravity value computed on the
 BZ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0104.degrees latitude (g = 980.6199 gals.).
 BZ0104
 BZ0104.The modeled gravity was interpolated from observed gravity values.
 BZ0104
 BZ0104;                    North         East    Units  Estimated Accuracy
 BZ0104;SPC TX C     - 3,230,820.    1,080,150.      MT  (+/- 180 meters Scaled)
 BZ0104
 BZ0104                          SUPERSEDED SURVEY CONTROL
 BZ0104
 BZ0104  NGVD 29 (??/??/92)  148.597  (m)          487.52   (f) ADJ UNCH    2 0
 BZ0104
 BZ0104.Superseded values are not recommended for survey control.
 BZ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0104.See file dsdata.txt to determine how the superseded data were derived.
 BZ0104
 BZ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA537088(NAD 83)
 BZ0104_MARKER: DB = BENCH MARK DISK
 BZ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0104_STAMPING: X 935 1948
 BZ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0104+STABILITY: SURFACE MOTION
 BZ0104
 BZ0104  HISTORY     - Date     Condition        Report By
 BZ0104  HISTORY     - 1948     MONUMENTED       CGS
 BZ0104  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0104
 BZ0104                          STATION DESCRIPTION
 BZ0104
 BZ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0104'4.75 MI NW FROM TEAGUE.
 BZ0104'1.65 MILES NORTHWEST ALONG U.S. HIGHWAY NO.84 FROM THE POST OFFICE AT
 BZ0104'TEAGUE, THENCE 3.1 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 240.0
 BZ0104'FEET NORTHEAST OF RAILROAD MILEPOST 209, 34.3 FEET NORTHEAST AND ABOUT
 BZ0104'1.0 FOOT ABOVE THE CENTER OF THE ROAD, 120.8 FEET NORTHWEST OF A FENCE
 BZ0104'CORNER POST, 1.8 FEET NORTHWEST OF A WITNESS POST, 1.3 FEET SOUTHWEST
 BZ0104'OF A BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0104'PROJECTS 0.3 FOOT ABOVE GROUND.
 BZ0104
 BZ0104                          STATION RECOVERY (2002)
 BZ0104
 BZ0104'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BZ0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0058 ***********************************************************************
 BZ0058  DESIGNATION -  X 936
 BZ0058  PID         -  BZ0058
 BZ0058  STATE/COUNTY-  TX/FREESTONE
 BZ0058  USGS QUAD   -  KIRVIN (1982)
 BZ0058
 BZ0058                         *CURRENT SURVEY CONTROL
 BZ0058  ___________________________________________________________________
 BZ0058* NAD 83(1986)-  31 45 51.     (N)    096 21 56.     (W)     SCALED    
 BZ0058* NAVD 88     -       132.644  (meters)     435.18   (feet)  ADJUSTED  
 BZ0058  ___________________________________________________________________
 BZ0058  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 BZ0058  DYNAMIC HT  -         132.488 (meters)     434.67  (feet)  COMP
 BZ0058  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 BZ0058
 BZ0058  VERT ORDER  -  SECOND    CLASS 0
 BZ0058
 BZ0058.The horizontal coordinates were scaled from a topographic map and have
 BZ0058.an estimated accuracy of +/- 6 seconds.
 BZ0058
 BZ0058.The orthometric height was determined by differential leveling
 BZ0058.and adjusted by the National Geodetic Survey in June 1991..
 BZ0058
 BZ0058.The geoid height was determined by GEOID03.
 BZ0058
 BZ0058.The dynamic height is computed by dividing the NAVD 88
 BZ0058.geopotential number by the normal gravity value computed on the
 BZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0058.degrees latitude (g = 980.6199 gals.).
 BZ0058
 BZ0058.The modeled gravity was interpolated from observed gravity values.
 BZ0058
 BZ0058;                    North         East    Units  Estimated Accuracy
 BZ0058;SPC TX C     - 3,239,230.    1,075,790.      MT  (+/- 180 meters Scaled)
 BZ0058
 BZ0058                          SUPERSEDED SURVEY CONTROL
 BZ0058
 BZ0058  NGVD 29 (??/??/92)  132.631  (m)          435.14   (f) ADJ UNCH    2 0
 BZ0058
 BZ0058.Superseded values are not recommended for survey control.
 BZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0058.See file dsdata.txt to determine how the superseded data were derived.
 BZ0058
 BZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA495173(NAD 83)
 BZ0058_MARKER: DB = BENCH MARK DISK
 BZ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0058_STAMPING: X 936 1948
 BZ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0058+STABILITY: SURFACE MOTION
 BZ0058
 BZ0058  HISTORY     - Date     Condition        Report By
 BZ0058  HISTORY     - 1948     MONUMENTED       CGS
 BZ0058
 BZ0058                          STATION DESCRIPTION
 BZ0058
 BZ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0058'2.65 MI SW FROM KIRVIN.
 BZ0058'0.65 MILE SOUTH ALONG SPUR HIGHWAY NO.156 FROM THE RAILROAD STATION AT
 BZ0058'KIRVIN, THENCE 2.0 MILES WEST ALONG FARM HIGHWAY NO.27, 158.0 FEET
 BZ0058'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT, 50.8 FEET
 BZ0058'SOUTH OF THE CENTER OF THE HIGHWAY, 19.0 FEET EAST OF THE CENTER OF A
 BZ0058'WOODEN GATE AND A FIELD ENTRANCE, 1.8 FEET WEST OF A WITNESS POST, 1.0
 BZ0058'FOOT NORTH OF A BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST
 BZ0058'WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0116 ***********************************************************************
 BZ0116  DESIGNATION -  X 937
 BZ0116  PID         -  BZ0116
 BZ0116  STATE/COUNTY-  TX/FREESTONE
 BZ0116  USGS QUAD   -  KIRVIN (1982)
 BZ0116
 BZ0116                         *CURRENT SURVEY CONTROL
 BZ0116  ___________________________________________________________________
 BZ0116* NAD 83(1986)-  31 49 27.     (N)    096 19 00.     (W)     SCALED    
 BZ0116* NAVD 88     -       117.015  (meters)     383.91   (feet)  ADJUSTED  
 BZ0116  ___________________________________________________________________
 BZ0116  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0116  DYNAMIC HT  -         116.877 (meters)     383.45  (feet)  COMP
 BZ0116  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 BZ0116
 BZ0116  VERT ORDER  -  SECOND    CLASS 0
 BZ0116
 BZ0116.The horizontal coordinates were scaled from a topographic map and have
 BZ0116.an estimated accuracy of +/- 6 seconds.
 BZ0116
 BZ0116.The orthometric height was determined by differential leveling
 BZ0116.and adjusted by the National Geodetic Survey in June 1991..
 BZ0116
 BZ0116.The geoid height was determined by GEOID03.
 BZ0116
 BZ0116.The dynamic height is computed by dividing the NAVD 88
 BZ0116.geopotential number by the normal gravity value computed on the
 BZ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0116.degrees latitude (g = 980.6199 gals.).
 BZ0116
 BZ0116.The modeled gravity was interpolated from observed gravity values.
 BZ0116
 BZ0116;                    North         East    Units  Estimated Accuracy
 BZ0116;SPC TX C     - 3,246,040.    1,080,180.      MT  (+/- 180 meters Scaled)
 BZ0116
 BZ0116                          SUPERSEDED SURVEY CONTROL
 BZ0116
 BZ0116  NGVD 29 (??/??/92)  117.003  (m)          383.87   (f) ADJ UNCH    2 0
 BZ0116
 BZ0116.Superseded values are not recommended for survey control.
 BZ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0116.See file dsdata.txt to determine how the superseded data were derived.
 BZ0116
 BZ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA539240(NAD 83)
 BZ0116_MARKER: DB = BENCH MARK DISK
 BZ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0116_STAMPING: X 937 1948
 BZ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0116+STABILITY: SURFACE MOTION
 BZ0116
 BZ0116  HISTORY     - Date     Condition        Report By
 BZ0116  HISTORY     - 1948     MONUMENTED       CGS
 BZ0116  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0116
 BZ0116                          STATION DESCRIPTION
 BZ0116
 BZ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0116'4.0 MI S FROM STREETMAN.
 BZ0116'4.0 MILES SOUTH ALONG THE STREETMAN-KIRVIN DIRT ROAD FROM THE FIRST
 BZ0116'NATIONAL BANK AT STREETMAN, 200.0 FEET SOUTH OF THE TOP OF A HILL, AT
 BZ0116'THE SITE OF A DESTROYED HOUSE, 66.8 FEET SOUTH OF A BRICK CHIMNEY,
 BZ0116'23.2 FEET NORTHWEST AND ABOUT 2.0 FEET ABOVE THE CENTER OF THE ROAD,
 BZ0116'4.0 FEET NORTH OF A FENCE CORNER POST, 1.8 FEET SOUTHWEST OF A WITNESS
 BZ0116'POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 BZ0116'ABOVE GROUND.
 BZ0116
 BZ0116                          STATION RECOVERY (2002)
 BZ0116
 BZ0116'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BZ0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0674 ***********************************************************************
 BZ0674  DESIGNATION -  X 939
 BZ0674  PID         -  BZ0674
 BZ0674  STATE/COUNTY-  TX/NAVARRO
 BZ0674  USGS QUAD   -  UNION HIGH (1965)
 BZ0674
 BZ0674                         *CURRENT SURVEY CONTROL
 BZ0674  ___________________________________________________________________
 BZ0674* NAD 83(1986)-  31 50 17.     (N)    096 34 01.     (W)     SCALED    
 BZ0674* NAVD 88     -       125.469  (meters)     411.64   (feet)  ADJUSTED  
 BZ0674  ___________________________________________________________________
 BZ0674  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ0674  DYNAMIC HT  -         125.320 (meters)     411.15  (feet)  COMP
 BZ0674  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 BZ0674
 BZ0674  VERT ORDER  -  SECOND    CLASS 0
 BZ0674
 BZ0674.The horizontal coordinates were scaled from a topographic map and have
 BZ0674.an estimated accuracy of +/- 6 seconds.
 BZ0674
 BZ0674.The orthometric height was determined by differential leveling
 BZ0674.and adjusted by the National Geodetic Survey in June 1991..
 BZ0674
 BZ0674.The geoid height was determined by GEOID03.
 BZ0674
 BZ0674.The dynamic height is computed by dividing the NAVD 88
 BZ0674.geopotential number by the normal gravity value computed on the
 BZ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0674.degrees latitude (g = 980.6199 gals.).
 BZ0674
 BZ0674.The modeled gravity was interpolated from observed gravity values.
 BZ0674
 BZ0674;                    North         East    Units  Estimated Accuracy
 BZ0674;SPC TXNC     - 2,020,690.      782,990.      MT  (+/- 180 meters Scaled)
 BZ0674
 BZ0674                          SUPERSEDED SURVEY CONTROL
 BZ0674
 BZ0674  NGVD 29 (??/??/92)  125.451  (m)          411.58   (f) ADJ UNCH    2 0
 BZ0674
 BZ0674.Superseded values are not recommended for survey control.
 BZ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0674.See file dsdata.txt to determine how the superseded data were derived.
 BZ0674
 BZ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA302250(NAD 83)
 BZ0674_MARKER: DB = BENCH MARK DISK
 BZ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0674_STAMPING: X 939 1948
 BZ0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0674+STABILITY: SURFACE MOTION
 BZ0674
 BZ0674  HISTORY     - Date     Condition        Report By
 BZ0674  HISTORY     - 1948     MONUMENTED       CGS
 BZ0674  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0674
 BZ0674                          STATION DESCRIPTION
 BZ0674
 BZ0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0674'12.55 MI SE FROM DAWSON.
 BZ0674'4.15 MILES EAST ALONG FARM ROAD 709 FROM THE RAILWAY STATION AT
 BZ0674'DAWSON, THENCE 4.5 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BZ0674'1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.85 MILE
 BZ0674'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 1.3 MILES NORTHEAST ALONG A
 BZ0674'GRADED DIRT ROAD, THENCE 0.45 MILE SOUTHEAST ALONG AN ABANDONED
 BZ0674'ROADBED, 1.25 MILE NORTHWEST ALONG AN ABANDONED ROADBED FROM BENCH
 BZ0674'MARK W 939, 202 YARDS (PACED) NORTHWEST OF THE CENTER LINE OF A CREEK,
 BZ0674'318.0 FEET SOUTHWEST OF A FENCE (A NORTHWEST-SOUTHEAST FENCE ALONG THE
 BZ0674'NORTHEAST SIDE OF THE OLD ROADBED), 214.0 FEET NORTHEAST OF THE
 BZ0674'NORTHEAST EDGE OF A SMALL STOCK POND, 1.9 FEET NORTHEAST OF A
 BZ0674'REFERENCE POST, MIDWAY BETWEEN TWO 20-INCH OAK TREES THAT ARE 9.1 FEET
 BZ0674'APART, AT AN ABANDONED FARMYARD SITE, SET IN THE TOP OF A CONCRETE
 BZ0674'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BZ0674
 BZ0674                          STATION RECOVERY (2002)
 BZ0674
 BZ0674'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0715 ***********************************************************************
 CR0715  DESIGNATION -  X 940
 CR0715  PID         -  CR0715
 CR0715  STATE/COUNTY-  TX/VAN ZANDT
 CR0715  USGS QUAD   -  BEN WHEELER (1984)
 CR0715
 CR0715                         *CURRENT SURVEY CONTROL
 CR0715  ___________________________________________________________________
 CR0715* NAD 83(1986)-  32 22 52.     (N)    095 40 30.     (W)     SCALED    
 CR0715* NAVD 88     -       154.399  (meters)     506.56   (feet)  ADJUSTED  
 CR0715  ___________________________________________________________________
 CR0715  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0715  DYNAMIC HT  -         154.219 (meters)     505.97  (feet)  COMP
 CR0715  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 CR0715
 CR0715  VERT ORDER  -  SECOND    CLASS 0
 CR0715
 CR0715.The horizontal coordinates were scaled from a topographic map and have
 CR0715.an estimated accuracy of +/- 6 seconds.
 CR0715
 CR0715.The orthometric height was determined by differential leveling
 CR0715.and adjusted by the National Geodetic Survey in June 1991..
 CR0715
 CR0715.The geoid height was determined by GEOID03.
 CR0715
 CR0715.The dynamic height is computed by dividing the NAVD 88
 CR0715.geopotential number by the normal gravity value computed on the
 CR0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0715.degrees latitude (g = 980.6199 gals.).
 CR0715
 CR0715.The modeled gravity was interpolated from observed gravity values.
 CR0715
 CR0715;                    North         East    Units  Estimated Accuracy
 CR0715;SPC TXNC     - 2,082,800.      865,790.      MT  (+/- 180 meters Scaled)
 CR0715
 CR0715                          SUPERSEDED SURVEY CONTROL
 CR0715
 CR0715  NGVD 29 (??/??/92)  154.414  (m)          506.61   (f) ADJ UNCH    2 0
 CR0715
 CR0715.Superseded values are not recommended for survey control.
 CR0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0715.See file dsdata.txt to determine how the superseded data were derived.
 CR0715
 CR0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR483858(NAD 83)
 CR0715_MARKER: DB = BENCH MARK DISK
 CR0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0715_STAMPING: X 940 1948
 CR0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0715+STABILITY: SURFACE MOTION
 CR0715
 CR0715  HISTORY     - Date     Condition        Report By
 CR0715  HISTORY     - 1948     MONUMENTED       CGS
 CR0715  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0715  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0715
 CR0715                          STATION DESCRIPTION
 CR0715
 CR0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0715'5.4 MI S FROM BEN WHEELER.
 CR0715'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0715'WHEELER, THENCE 2.9 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.9 MILE
 CR0715'NORTH OF BENCH MARK L 992, AT A T ROAD JUNCTION, 42.0 FEET SOUTH OF
 CR0715'THE CENTER LINE OF A ROAD LEADING WEST, 31.0 FEET WEST OF THE CENTER
 CR0715'LINE OF A NORTH-SOUTH ROAD, 13.9 FEET WEST SOUTHWEST OF A 22-INCH OAK
 CR0715'TREE, 1.4 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 CR0715'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0715
 CR0715                          STATION RECOVERY (1995)
 CR0715
 CR0715'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0715'MARK NOT FOUND.
 CR0715
 CR0715                          STATION RECOVERY (2004)
 CR0715
 CR0715'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1524 ***********************************************************************
 CS1524  DESIGNATION -  X 941
 CS1524  PID         -  CS1524
 CS1524  STATE/COUNTY-  TX/TARRANT
 CS1524  USGS QUAD   -  HALTOM CITY (1981)
 CS1524
 CS1524                         *CURRENT SURVEY CONTROL
 CS1524  ___________________________________________________________________
 CS1524* NAD 83(1986)-  32 48 36.     (N)    097 20 55.     (W)     SCALED    
 CS1524* NAVD 88     -       192.080  (meters)     630.18   (feet)  ADJUSTED  
 CS1524  ___________________________________________________________________
 CS1524  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1524  DYNAMIC HT  -         191.855 (meters)     629.44  (feet)  COMP
 CS1524  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CS1524
 CS1524  VERT ORDER  -  FIRST     CLASS II
 CS1524
 CS1524.The horizontal coordinates were scaled from a topographic map and have
 CS1524.an estimated accuracy of +/- 6 seconds.
 CS1524
 CS1524.The orthometric height was determined by differential leveling
 CS1524.and adjusted by the National Geodetic Survey in June 1991..
 CS1524.WARNING-Repeat measurements at this control monument indicate possible
 CS1524.vertical movement.
 CS1524
 CS1524.The geoid height was determined by GEOID03.
 CS1524
 CS1524.The dynamic height is computed by dividing the NAVD 88
 CS1524.geopotential number by the normal gravity value computed on the
 CS1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1524.degrees latitude (g = 980.6199 gals.).
 CS1524
 CS1524.The modeled gravity was interpolated from observed gravity values.
 CS1524
 CS1524;                    North         East    Units  Estimated Accuracy
 CS1524;SPC TXNC     - 2,127,380.      707,820.      MT  (+/- 180 meters Scaled)
 CS1524
 CS1524                          SUPERSEDED SURVEY CONTROL
 CS1524
 CS1524  NGVD 29 (??/??/92)  192.064  (m)          630.13   (f) ADJ UNCH    1 2
 CS1524
 CS1524.Superseded values are not recommended for survey control.
 CS1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1524.See file dsdata.txt to determine how the superseded data were derived.
 CS1524
 CS1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB546314(NAD 83)
 CS1524_MARKER: DB = BENCH MARK DISK
 CS1524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1524_SP_SET: CULVERT
 CS1524_STAMPING: X 941 1946
 CS1524_MARK LOGO: CGS   
 CS1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1524
 CS1524  HISTORY     - Date     Condition        Report By
 CS1524  HISTORY     - 1946     MONUMENTED       CGS
 CS1524  HISTORY     - 1957     GOOD             NGS
 CS1524  HISTORY     - 1965     GOOD             NGS
 CS1524  HISTORY     - 1984     GOOD             NGS
 CS1524  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1524
 CS1524                          STATION DESCRIPTION
 CS1524
 CS1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1524'IN FORT WORTH.
 CS1524'ABOUT 3.6 MILES NORTH OF THE TARRANT COUNTY COURT HOUSE IN FORT WORTH,
 CS1524'ALONG THE G.C. AND S.F.R.R. AT CULVERT NO. 350 C, ALONG THE G.C. AND
 CS1524'S.F. RAILWAY, IN THE NORTH END OF THE WEST ABUTMENT OF THE CONCRETE
 CS1524'CULVERT, UNDER THE WEST OF TWO PARALLEL TRACKS.  IT IS ABOUT 200 YARDS
 CS1524'WEST OF THE INTERSECTION OF 36TH STREET AND GROVE STREET AND IS ACROSS
 CS1524'THE TRACKS WEST FROM A STOCK PEN, AND ABOUT 250 YARDS SOUTHWEST OF THE
 CS1524'MORRELL PACKING CO. PLANT.
 CS1524
 CS1524                          STATION RECOVERY (1965)
 CS1524
 CS1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CS1524'RECOVERED IN GOOD CONDITION.
 CS1524
 CS1524                          STATION RECOVERY (1984)
 CS1524
 CS1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1524'RECOVERED IN GOOD CONDITION.
 CS1524
 CS1524                          STATION RECOVERY (1997)
 CS1524
 CS1524'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1932 ***********************************************************************
 CS1932  DESIGNATION -  X 942
 CS1932  PID         -  CS1932
 CS1932  STATE/COUNTY-  TX/TARRANT
 CS1932  USGS QUAD   -  HALTOM CITY (1981)
 CS1932
 CS1932                         *CURRENT SURVEY CONTROL
 CS1932  ___________________________________________________________________
 CS1932* NAD 83(1986)-  32 51 20.     (N)    097 15 50.     (W)     SCALED    
 CS1932* NAVD 88     -       184.409  (meters)     605.02   (feet)  ADJUSTED  
 CS1932  ___________________________________________________________________
 CS1932  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS1932  DYNAMIC HT  -         184.194 (meters)     604.31  (feet)  COMP
 CS1932  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CS1932
 CS1932  VERT ORDER  -  SECOND    CLASS 0
 CS1932
 CS1932.The horizontal coordinates were scaled from a topographic map and have
 CS1932.an estimated accuracy of +/- 6 seconds.
 CS1932
 CS1932.The orthometric height was determined by differential leveling
 CS1932.and adjusted by the National Geodetic Survey in June 1991..
 CS1932
 CS1932.The geoid height was determined by GEOID03.
 CS1932
 CS1932.The dynamic height is computed by dividing the NAVD 88
 CS1932.geopotential number by the normal gravity value computed on the
 CS1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1932.degrees latitude (g = 980.6199 gals.).
 CS1932
 CS1932.The modeled gravity was interpolated from observed gravity values.
 CS1932
 CS1932;                    North         East    Units  Estimated Accuracy
 CS1932;SPC TXNC     - 2,132,520.      715,690.      MT  (+/- 180 meters Scaled)
 CS1932
 CS1932                          SUPERSEDED SURVEY CONTROL
 CS1932
 CS1932  NGVD 29 (??/??/92)  184.398  (m)          604.98   (f) ADJ UNCH    2 0
 CS1932
 CS1932.Superseded values are not recommended for survey control.
 CS1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1932.See file dsdata.txt to determine how the superseded data were derived.
 CS1932
 CS1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB624366(NAD 83)
 CS1932_MARKER: DB = BENCH MARK DISK
 CS1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1932_STAMPING: X 942 1946
 CS1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1932+STABILITY: SURFACE MOTION
 CS1932
 CS1932  HISTORY     - Date     Condition        Report By
 CS1932  HISTORY     - 1946     MONUMENTED       CGS
 CS1932  HISTORY     - 1962     GOOD             NGS
 CS1932  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 CS1932
 CS1932                          STATION DESCRIPTION
 CS1932
 CS1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1932'5.5 MI S FROM KELLER.
 CS1932'ABOUT 5.5 MILES SOUTH ALONG U.S. HIGHWAY 377 FROM THE FIRST BAPTIST
 CS1932'CHURCH AT KELLER, TARRANT COUNTY, AT THE SOUTH EDGE OF WATAUGA, 75
 CS1932'YARDS SOUTHEAST OF A FRAMEHOUSE, AT THE JUNCTION OF A DRIVE LEADING
 CS1932'WEST, 52 FEET SOUTH OF THE CENTERLINE OF THE DRIVE, 48.5 FEET WEST OF
 CS1932'THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A FENCE, 1 FOOT NORTH OF
 CS1932'A WHITE WOODEN WITNESS POST, AND ABOUT 1.5 FEET LOWER THAN THE
 CS1932'HIGHWAY.  A STANDARD DISK, STAMPED X 942 1946 AND SET IN THE TOP OF A
 CS1932'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CS1932
 CS1932                          STATION RECOVERY (1971)
 CS1932
 CS1932'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 CS1932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1970 ***********************************************************************
 CS1970  DESIGNATION -  X 944
 CS1970  PID         -  CS1970
 CS1970  STATE/COUNTY-  TX/TARRANT
 CS1970  USGS QUAD   -  KENNEDALE (1981)
 CS1970
 CS1970                         *CURRENT SURVEY CONTROL
 CS1970  ___________________________________________________________________
 CS1970* NAD 83(1986)-  32 44 42.     (N)    097 12 56.     (W)     SCALED    
 CS1970* NAVD 88     -       182.320  (meters)     598.16   (feet)  ADJUSTED  
 CS1970  ___________________________________________________________________
 CS1970  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CS1970  DYNAMIC HT  -         182.108 (meters)     597.47  (feet)  COMP
 CS1970  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CS1970
 CS1970  VERT ORDER  -  SECOND    CLASS 0
 CS1970
 CS1970.The horizontal coordinates were scaled from a topographic map and have
 CS1970.an estimated accuracy of +/- 6 seconds.
 CS1970
 CS1970.The orthometric height was determined by differential leveling
 CS1970.and adjusted by the National Geodetic Survey in June 1991..
 CS1970
 CS1970.The geoid height was determined by GEOID03.
 CS1970
 CS1970.The dynamic height is computed by dividing the NAVD 88
 CS1970.geopotential number by the normal gravity value computed on the
 CS1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1970.degrees latitude (g = 980.6199 gals.).
 CS1970
 CS1970.The modeled gravity was interpolated from observed gravity values.
 CS1970
 CS1970;                    North         East    Units  Estimated Accuracy
 CS1970;SPC TXNC     - 2,120,310.      720,360.      MT  (+/- 180 meters Scaled)
 CS1970
 CS1970                          SUPERSEDED SURVEY CONTROL
 CS1970
 CS1970  NGVD 29 (??/??/92)  182.316  (m)          598.15   (f) ADJ UNCH    2 0
 CS1970
 CS1970.Superseded values are not recommended for survey control.
 CS1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1970.See file dsdata.txt to determine how the superseded data were derived.
 CS1970
 CS1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB671244(NAD 83)
 CS1970_MARKER: DB = BENCH MARK DISK
 CS1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1970_STAMPING: X 944 1946 598.148
 CS1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1970+STABILITY: SURFACE MOTION
 CS1970
 CS1970  HISTORY     - Date     Condition        Report By
 CS1970  HISTORY     - 1946     MONUMENTED       CGS
 CS1970  HISTORY     - 1956     GOOD             NGS
 CS1970  HISTORY     - 1959     MARK NOT FOUND   USGS
 CS1970  HISTORY     - 19960427 GOOD             USPSQD
 CS1970
 CS1970                          STATION DESCRIPTION
 CS1970
 CS1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1970'IN HANDLEY.
 CS1970'ABOUT 1 MILE NORTH OF THE TRAFFIC LIGHT ON HIGHWAY NO.80 ALONG HANDLEY
 CS1970'DRIVE AND ABOUT 0.2 MILE EAST ALONG MEADOWBROOK DRIVE, 22 FEET SOUTH
 CS1970'OF THE SOUTH CURB OF MEADOWBROOK DRIVE, 3 FEET EAST OF THE EAST FENCE
 CS1970'OF THE RESIDENCE NO.6912 MEADOWBROOK DRIVE AND ABOUT 2 FEET ABOVE THE
 CS1970'LEVEL OF THE STREET.  A STANDARD DISK STAMPED X 944 1946 598.148 IN A
 CS1970'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS1970
 CS1970                          STATION RECOVERY (1959)
 CS1970
 CS1970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS1970'MARK NOT FOUND.
 CS1970
 CS1970                          STATION RECOVERY (1996)
 CS1970
 CS1970'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1917 ***********************************************************************
 CS1917  DESIGNATION -  X 945 RESET 1958
 CS1917  PID         -  CS1917
 CS1917  STATE/COUNTY-  TX/DENTON
 CS1917  USGS QUAD   -  GRAPEVINE (1981)
 CS1917
 CS1917                         *CURRENT SURVEY CONTROL
 CS1917  ___________________________________________________________________
 CS1917* NAD 83(1986)-  32 59 49.     (N)    097 00 01.     (W)     SCALED    
 CS1917* NAVD 88     -       164.56   (+/-2cm)     539.9    (feet)  VERTCON   
 CS1917  ___________________________________________________________________
 CS1917  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CS1917
 CS1917  VERT ORDER  -  THIRD (See Below)
 CS1917
 CS1917.The horizontal coordinates were scaled from a topographic map and have
 CS1917.an estimated accuracy of +/- 6 seconds.
 CS1917
 CS1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1917.The vertical order pertains to the NGVD 29 superseded value.
 CS1917
 CS1917.The geoid height was determined by GEOID03.
 CS1917
 CS1917;                    North         East    Units  Estimated Accuracy
 CS1917;SPC TXNC     - 2,148,510.      740,140.      MT  (+/- 180 meters Scaled)
 CS1917
 CS1917                          SUPERSEDED SURVEY CONTROL
 CS1917
 CS1917  NGVD 29 (01/29/03)  164.55   (m)          539.9    (f) RESET       3  
 CS1917
 CS1917.Superseded values are not recommended for survey control.
 CS1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1917.See file dsdata.txt to determine how the superseded data were derived.
 CS1917
 CS1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB868527(NAD 83)
 CS1917_MARKER: DB = BENCH MARK DISK
 CS1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1917_STAMPING: X 945 RESET 1958
 CS1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1917+STABILITY: SURFACE MOTION
 CS1917
 CS1917  HISTORY     - Date     Condition        Report By
 CS1917  HISTORY     - 1958     MONUMENTED       CGS
 CS1917  HISTORY     - 1963     GOOD             NGS
 CS1917  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 CS1917  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1917
 CS1917                          STATION DESCRIPTION
 CS1917
 CS1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1917'6.1 MI NE FROM GRAPEVINE.
 CS1917'6.5 MILES NORTHEAST OF GRAPEVINE, ALONG STATE HIGHWAY NO. 121, 5.5
 CS1917'MILES NORTH OF THE JUNCTION OF HIGHWAYS NOS. 114 AND 121, 38 YARDS
 CS1917'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET SOUTHWEST OF AN
 CS1917'OLD FENCE WHICH IS IN THE EDGE OF THE TIMBER, AND IN THE EAST EDGE OF
 CS1917'AN OPEN TRIANGLE AREA ON THE SOUTH SIDE OF THE HIGHWAY.  A STANDARD
 CS1917'DISK STAMPED X 945 RESET 1958 IN A CONCRETE POST PROJECTING ABOUT 3
 CS1917'INCHES.  THIS MARK IS 0.5 MILE SOUTHWEST OF A Y JUNCTION AND BM. Y 945
 CS1917'RESET.  NOTE-- THE BENCH MARK IS 112 FEET SOUTHEAST OF THE CENTER LINE
 CS1917'OF STATE HIGHWAY 121, 86 FEET SOUTH OF A 10-INCH OAK TREE WHICH SERVES
 CS1917'AS A CORNER FENCE POST AND 10 FEET SOUTHWEST OF A FENCE LINE. THE
 CS1917'BENCH MARK WAS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 114 AND 121
 CS1917'AT THE NORTH END OF MAIN STREET IN GRAPEVINE, BY GOING EAST ON THE
 CS1917'HIGHWAYS FOR 0.6 MILE, THENCE NORTHERLY ON STATE HIGHWAY 121 FOR 5.5
 CS1917'MILES TO BENCH MARK ON THE RIGHT.
 CS1917
 CS1917                          STATION RECOVERY (1998)
 CS1917
 CS1917'RECOVERY NOTE BY US POWER SQUADRON 1998
 CS1917'MARK NOT FOUND.
 CS1917
 CS1917                          STATION RECOVERY (2005)
 CS1917
 CS1917'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0715 ***********************************************************************
 DN0715  DESIGNATION -  X 946
 DN0715  PID         -  DN0715
 DN0715  STATE/COUNTY-  TX/DENTON
 DN0715  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0715
 DN0715                         *CURRENT SURVEY CONTROL
 DN0715  ___________________________________________________________________
 DN0715* NAD 83(1986)-  33 07 11.     (N)    097 03 55.     (W)     SCALED    
 DN0715* NAVD 88     -       157.069  (meters)     515.32   (feet)  ADJUSTED  
 DN0715  ___________________________________________________________________
 DN0715  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DN0715  DYNAMIC HT  -         156.890 (meters)     514.73  (feet)  COMP
 DN0715  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 DN0715
 DN0715  VERT ORDER  -  SECOND    CLASS 0
 DN0715
 DN0715.The horizontal coordinates were scaled from a topographic map and have
 DN0715.an estimated accuracy of +/- 6 seconds.
 DN0715
 DN0715.The orthometric height was determined by differential leveling
 DN0715.and adjusted by the National Geodetic Survey in June 1991..
 DN0715
 DN0715.The geoid height was determined by GEOID03.
 DN0715
 DN0715.The dynamic height is computed by dividing the NAVD 88
 DN0715.geopotential number by the normal gravity value computed on the
 DN0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0715.degrees latitude (g = 980.6199 gals.).
 DN0715
 DN0715.The modeled gravity was interpolated from observed gravity values.
 DN0715
 DN0715;                    North         East    Units  Estimated Accuracy
 DN0715;SPC TXNC     - 2,162,040.      733,880.      MT  (+/- 180 meters Scaled)
 DN0715
 DN0715                          SUPERSEDED SURVEY CONTROL
 DN0715
 DN0715  NGVD 29 (??/??/92)  157.058  (m)          515.28   (f) ADJ UNCH    2 0
 DN0715
 DN0715.Superseded values are not recommended for survey control.
 DN0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0715.See file dsdata.txt to determine how the superseded data were derived.
 DN0715
 DN0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB805662(NAD 83)
 DN0715_MARKER: DB = BENCH MARK DISK
 DN0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0715_STAMPING: X 946 1946
 DN0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0715+STABILITY: SURFACE MOTION
 DN0715
 DN0715  HISTORY     - Date     Condition        Report By
 DN0715  HISTORY     - 1946     MONUMENTED       CGS
 DN0715  HISTORY     - 1959     GOOD             NGS
 DN0715  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0715
 DN0715                          STATION DESCRIPTION
 DN0715
 DN0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0715'2.6 MI W FROM LAKE DALLAS.
 DN0715'TO REACH FROM THE MAIN ROAD JUNCTION AT THE SITE OF THE OLD M.K.T.
 DN0715'DEPOT IN LAKE DALLAS, GO NORTHWEST ON OLD HIGHWAY NO. 77, 0.4 MILE.
 DN0715'THEN TURN LEFT AND GO WEST ON A BLACK-TOP ROAD, CROSSING U.S. NO. 77
 DN0715'EXPRESSWAY, AND GO 1.6 MILES TO A T ROAD JUNCTION.  FOLLOW THE
 DN0715'BLACK-TOP TO THE LEFT 0.2 MILE.  THEN TURN RIGHT AND GO WEST 0.4 MILE
 DN0715'TO THE MARK IN THE OPEN, PARKING AREA FOR FISHERMEN, AND A TURN TO THE
 DN0715'LEFT IN THE OLD DIRT ROAD WHICH ENDS AT THE LAKE SHORE ABOUT 0.2 MILE
 DN0715'SOUTHWEST.  A STANDARD DISK STAMPED X 946 1946 IN A CONCRETE POST
 DN0715'PROJECTING ABOUT 2 INCHES, ABOUT 20 FEET NORTH OF THE CENTERLINE OF
 DN0715'THE ROAD TO THE EAST, 16 FEET WEST OF THE CENTERLINE OF THE ROAD TO
 DN0715'THE SOUTH, 1 FOOT NORTH OF A 4 X 4 POST, 6 FEET SOUTHEAST OF AN OLD
 DN0715'CORNER POST AND ABOUT 20 YARDS SOUTHEAST OF THE EDGE OF THE DIRT BANK
 DN0715'AT THE LAKE SHORE.
 DN0715
 DN0715                          STATION RECOVERY (1995)
 DN0715
 DN0715'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0322 ***********************************************************************
 DN0322  DESIGNATION -  X 948
 DN0322  PID         -  DN0322
 DN0322  STATE/COUNTY-  TX/DENTON
 DN0322  USGS QUAD   -  LITTLE ELM (1968)
 DN0322
 DN0322                         *CURRENT SURVEY CONTROL
 DN0322  ___________________________________________________________________
 DN0322* NAD 83(1986)-  33 13 57.     (N)    096 56 11.     (W)     SCALED    
 DN0322* NAVD 88     -       159.573  (meters)     523.53   (feet)  ADJUSTED  
 DN0322  ___________________________________________________________________
 DN0322  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DN0322  DYNAMIC HT  -         159.397 (meters)     522.96  (feet)  COMP
 DN0322  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 DN0322
 DN0322  VERT ORDER  -  SECOND    CLASS 0
 DN0322
 DN0322.The horizontal coordinates were scaled from a topographic map and have
 DN0322.an estimated accuracy of +/- 6 seconds.
 DN0322
 DN0322.The orthometric height was determined by differential leveling
 DN0322.and adjusted by the National Geodetic Survey in June 1991..
 DN0322
 DN0322.The geoid height was determined by GEOID03.
 DN0322
 DN0322.The dynamic height is computed by dividing the NAVD 88
 DN0322.geopotential number by the normal gravity value computed on the
 DN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0322.degrees latitude (g = 980.6199 gals.).
 DN0322
 DN0322.The modeled gravity was interpolated from observed gravity values.
 DN0322
 DN0322;                    North         East    Units  Estimated Accuracy
 DN0322;SPC TXNC     - 2,174,720.      745,720.      MT  (+/- 180 meters Scaled)
 DN0322
 DN0322                          SUPERSEDED SURVEY CONTROL
 DN0322
 DN0322  NGVD 29 (??/??/92)  159.582  (m)          523.56   (f) ADJ UNCH    2 0
 DN0322
 DN0322.Superseded values are not recommended for survey control.
 DN0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0322.See file dsdata.txt to determine how the superseded data were derived.
 DN0322
 DN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB922789(NAD 83)
 DN0322_MARKER: DB = BENCH MARK DISK
 DN0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0322_STAMPING: X 948 1946
 DN0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0322+STABILITY: SURFACE MOTION
 DN0322
 DN0322  HISTORY     - Date     Condition        Report By
 DN0322  HISTORY     - 1946     MONUMENTED       CGS
 DN0322  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0322  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0322  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0322
 DN0322                          STATION DESCRIPTION
 DN0322
 DN0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0322'7.9 MI W FROM PROSPER.
 DN0322'ABOUT 0.2 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0322'RAILROAD FROM THE STATION AT PROSPER, THENCE WEST 7.7 MILES ALONG A
 DN0322'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 0.1 MILE WEST OF A
 DN0322'STEEL BRIDGE, 26.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 DN0322'OF THE ROAD, 12.0 FEET EAST OF THE EAST END OF A WIRE GATE, 1.0 FOOT
 DN0322'NORTH OF A FENCE AND 1.0 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE
 DN0322'DISK STAMPED X 948 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 DN0322'PROJECTS 3 INCHES ABOVE GROUND.
 DN0322
 DN0322                          STATION RECOVERY (1995)
 DN0322
 DN0322'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0322'MARK NOT FOUND.
 DN0322
 DN0322                          STATION RECOVERY (1998)
 DN0322
 DN0322'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0322'MARK NOT FOUND.
 DN0322
 DN0322                          STATION RECOVERY (2005)
 DN0322
 DN0322'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0696 ***********************************************************************
 DN0696  DESIGNATION -  X 949
 DN0696  PID         -  DN0696
 DN0696  STATE/COUNTY-  TX/DENTON
 DN0696  USGS QUAD   -  DENTON WEST (1960)
 DN0696
 DN0696                         *CURRENT SURVEY CONTROL
 DN0696  ___________________________________________________________________
 DN0696* NAD 83(1986)-  33 11 32.     (N)    097 08 24.     (W)     SCALED    
 DN0696* NAVD 88     -       204.649  (meters)     671.42   (feet)  ADJUSTED  
 DN0696  ___________________________________________________________________
 DN0696  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DN0696  DYNAMIC HT  -         204.417 (meters)     670.66  (feet)  COMP
 DN0696  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 DN0696
 DN0696  VERT ORDER  -  SECOND    CLASS 0
 DN0696
 DN0696.The horizontal coordinates were scaled from a topographic map and have
 DN0696.an estimated accuracy of +/- 6 seconds.
 DN0696
 DN0696.The orthometric height was determined by differential leveling
 DN0696.and adjusted by the National Geodetic Survey in June 1991..
 DN0696
 DN0696.The geoid height was determined by GEOID03.
 DN0696
 DN0696.The dynamic height is computed by dividing the NAVD 88
 DN0696.geopotential number by the normal gravity value computed on the
 DN0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0696.degrees latitude (g = 980.6199 gals.).
 DN0696
 DN0696.The modeled gravity was interpolated from observed gravity values.
 DN0696
 DN0696;                    North         East    Units  Estimated Accuracy
 DN0696;SPC TXNC     - 2,169,990.      726,800.      MT  (+/- 180 meters Scaled)
 DN0696
 DN0696                          SUPERSEDED SURVEY CONTROL
 DN0696
 DN0696  NGVD 29 (??/??/92)  204.628  (m)          671.35   (f) ADJ UNCH    2 0
 DN0696
 DN0696.Superseded values are not recommended for survey control.
 DN0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0696.See file dsdata.txt to determine how the superseded data were derived.
 DN0696
 DN0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB733741(NAD 83)
 DN0696_MARKER: DB = BENCH MARK DISK
 DN0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0696_SP_SET: CULVERT
 DN0696_STAMPING: X 949 1946
 DN0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0696+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0696
 DN0696  HISTORY     - Date     Condition        Report By
 DN0696  HISTORY     - 1946     MONUMENTED       CGS
 DN0696  HISTORY     - 1960     GOOD             NGS
 DN0696  HISTORY     - 1980     GOOD             NGS
 DN0696  HISTORY     - 19950630 GOOD             USPSQD
 DN0696  HISTORY     - 19980214 GOOD             USPSQD
 DN0696  HISTORY     - 20051031 GOOD             BOHAN
 DN0696
 DN0696                          STATION DESCRIPTION
 DN0696
 DN0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0696'1.7 MI S FROM DENTON.
 DN0696'1.7 MILES SOUTH ALONG U.S. HIGHWAY 377 FROM THE COUNTY COURTHOUSE AT
 DN0696'DENTON, DENTON COUNTY, AT A 2- BY 4-FOOT CONCRETE CULVERT, IN THE TOP
 DN0696'OF THE SOUTH END OF THE EAST HEADWALL, 24 FEET EAST OF THE CENTERLINE
 DN0696'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 DN0696'X 949 1946.
 DN0696
 DN0696                          STATION RECOVERY (1980)
 DN0696
 DN0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0696'THE MARK IS 1.7 MILES SOUTH OF THE DENTON COURTHOUSE ON THE EAST SIDE
 DN0696'OF U.S. HIGHWAY 377, IT IS DRILLED IN THE SOUTH END OF THE HEADWALL
 DN0696'OF A CONCRETE SLAB THAT USED TO BE A CULVERT. THE CULVERT WAS FILLED
 DN0696'IN AND IS NOT USED ANY LONGER. THE HIGHWAY DEPARTMENT LEFT THE EAST
 DN0696'HEADWALL IN PLACE TO PRESERVE THE MARK. THE CULVERT HEADWALL IS FLUSH
 DN0696'WITH THE HIGHWAY SURFACE. THE DISK IS STAMPED X 949 1946.
 DN0696
 DN0696                          STATION RECOVERY (1995)
 DN0696
 DN0696'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0696'RECOVERED IN GOOD CONDITION.
 DN0696
 DN0696                          STATION RECOVERY (1998)
 DN0696
 DN0696'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0696'RECOVERED IN GOOD CONDITION.
 DN0696
 DN0696                          STATION RECOVERY (2005)
 DN0696
 DN0696'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0961 ***********************************************************************
 CS0961  DESIGNATION -  X 950
 CS0961  PID         -  CS0961
 CS0961  STATE/COUNTY-  TX/NAVARRO
 CS0961  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0961
 CS0961                         *CURRENT SURVEY CONTROL
 CS0961  ___________________________________________________________________
 CS0961* NAD 83(1986)-  32 00 46.     (N)    096 42 03.     (W)     SCALED    
 CS0961* NAVD 88     -       147.730  (meters)     484.68   (feet)  ADJUSTED  
 CS0961  ___________________________________________________________________
 CS0961  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS0961  DYNAMIC HT  -         147.556 (meters)     484.11  (feet)  COMP
 CS0961  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 CS0961
 CS0961  VERT ORDER  -  SECOND    CLASS 0
 CS0961
 CS0961.The horizontal coordinates were scaled from a topographic map and have
 CS0961.an estimated accuracy of +/- 6 seconds.
 CS0961
 CS0961.The orthometric height was determined by differential leveling
 CS0961.and adjusted by the National Geodetic Survey in June 1991..
 CS0961
 CS0961.The geoid height was determined by GEOID03.
 CS0961
 CS0961.The dynamic height is computed by dividing the NAVD 88
 CS0961.geopotential number by the normal gravity value computed on the
 CS0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0961.degrees latitude (g = 980.6199 gals.).
 CS0961
 CS0961.The modeled gravity was interpolated from observed gravity values.
 CS0961
 CS0961;                    North         East    Units  Estimated Accuracy
 CS0961;SPC TXNC     - 2,039,840.      769,980.      MT  (+/- 180 meters Scaled)
 CS0961
 CS0961                          SUPERSEDED SURVEY CONTROL
 CS0961
 CS0961  NGVD 29 (??/??/92)  147.709  (m)          484.61   (f) ADJ UNCH    2 0
 CS0961
 CS0961.Superseded values are not recommended for survey control.
 CS0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0961.See file dsdata.txt to determine how the superseded data were derived.
 CS0961
 CS0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA171441(NAD 83)
 CS0961_MARKER: DB = BENCH MARK DISK
 CS0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0961_STAMPING: X 950 1946
 CS0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0961+STABILITY: SURFACE MOTION
 CS0961
 CS0961  HISTORY     - Date     Condition        Report By
 CS0961  HISTORY     - 1946     MONUMENTED       CGS
 CS0961  HISTORY     - 1965     POOR             USGS
 CS0961  HISTORY     - 20020824 POOR             USPSQD
 CS0961
 CS0961                          STATION DESCRIPTION
 CS0961
 CS0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0961'1.9 MI W FROM DRESDEN.
 CS0961'TO REACH FROM THE HOLLINGSWORTH GROCERY STORE AT DRESDEN GO WESTERLY
 CS0961'1.9 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS IN A
 CS0961'NORTH-SOUTH FENCE LINE, 44.0 FEET NORTH OF AND ABOUT 2.0 FEET HIGHER
 CS0961'THAN THE CENTER LINE OF THE ROAD, 11.5 FEET NORTH OF AN EAST-WEST
 CS0961'FENCE LINE, 7.5 FEET SOUTH OF A TWELVE INCH ASH TREE AND 1.0 FOOT
 CS0961'SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED X 950 1946
 CS0961'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 CS0961'GROUND.
 CS0961
 CS0961                          STATION RECOVERY (1965)
 CS0961
 CS0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0961'MARK RECOVERED IN POOR CONDITION.
 CS0961
 CS0961                          STATION RECOVERY (2002)
 CS0961
 CS0961'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDR)
 CS0961'LOCATION IS 5 FT S OF E-W FENCE LINE, POST IS TILTED 45 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0857 ***********************************************************************
 CS0857  DESIGNATION -  X 951
 CS0857  PID         -  CS0857
 CS0857  STATE/COUNTY-  TX/NAVARRO
 CS0857  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0857
 CS0857                         *CURRENT SURVEY CONTROL
 CS0857  ___________________________________________________________________
 CS0857* NAD 83(1986)-  32 04 37.     (N)    096 42 17.     (W)     SCALED    
 CS0857* NAVD 88     -       172.332  (meters)     565.39   (feet)  ADJUSTED  
 CS0857  ___________________________________________________________________
 CS0857  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CS0857  DYNAMIC HT  -         172.130 (meters)     564.73  (feet)  COMP
 CS0857  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 CS0857
 CS0857  VERT ORDER  -  SECOND    CLASS 0
 CS0857
 CS0857.The horizontal coordinates were scaled from a topographic map and have
 CS0857.an estimated accuracy of +/- 6 seconds.
 CS0857
 CS0857.The orthometric height was determined by differential leveling
 CS0857.and adjusted by the National Geodetic Survey in June 1991..
 CS0857
 CS0857.The geoid height was determined by GEOID03.
 CS0857
 CS0857.The dynamic height is computed by dividing the NAVD 88
 CS0857.geopotential number by the normal gravity value computed on the
 CS0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0857.degrees latitude (g = 980.6199 gals.).
 CS0857
 CS0857.The modeled gravity was interpolated from observed gravity values.
 CS0857
 CS0857;                    North         East    Units  Estimated Accuracy
 CS0857;SPC TXNC     - 2,046,950.      769,490.      MT  (+/- 180 meters Scaled)
 CS0857
 CS0857                          SUPERSEDED SURVEY CONTROL
 CS0857
 CS0857  NGVD 29 (??/??/92)  172.316  (m)          565.34   (f) ADJ UNCH    2 0
 CS0857
 CS0857.Superseded values are not recommended for survey control.
 CS0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0857.See file dsdata.txt to determine how the superseded data were derived.
 CS0857
 CS0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA166512(NAD 83)
 CS0857_MARKER: DB = BENCH MARK DISK
 CS0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0857_STAMPING: X 951 1946
 CS0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0857+STABILITY: SURFACE MOTION
 CS0857
 CS0857  HISTORY     - Date     Condition        Report By
 CS0857  HISTORY     - 1946     MONUMENTED       CGS
 CS0857  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0857
 CS0857                          STATION DESCRIPTION
 CS0857
 CS0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0857'1.3 MI S FROM BLOOMING GROVE.
 CS0857'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO EAST 1 BLOCK,
 CS0857'THENCE SOUTH 1.3 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 CS0857'MARK IS AT THE NORTHWEST CORNER OF A FARMHOUSE YARD, 30.0 FEET EAST OF
 CS0857'AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 89.0 FEET
 CS0857'NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, 42.0 FEET WEST OF
 CS0857'A REA POWER POLE, 14.0 FEET NORTH OF A FENCE CORNER AND 1.0 FOOT SOUTH
 CS0857'OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED X 951 1946 SET
 CS0857'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 CS0857
 CS0857                          STATION RECOVERY (2002)
 CS0857
 CS0857'RECOVERY NOTE BY US POWER SQUADRON 2002 (MR)
 CS0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0881 ***********************************************************************
 CS0881  DESIGNATION -  X 952
 CS0881  PID         -  CS0881
 CS0881  STATE/COUNTY-  TX/ELLIS
 CS0881  USGS QUAD   -  ENNIS EAST (1978)
 CS0881
 CS0881                         *CURRENT SURVEY CONTROL
 CS0881  ___________________________________________________________________
 CS0881* NAD 83(1986)-  32 17 47.     (N)    096 37 22.     (W)     SCALED    
 CS0881* NAVD 88     -       155.778  (meters)     511.08   (feet)  ADJUSTED  
 CS0881  ___________________________________________________________________
 CS0881  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CS0881  DYNAMIC HT  -         155.597 (meters)     510.49  (feet)  COMP
 CS0881  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 CS0881
 CS0881  VERT ORDER  -  SECOND    CLASS 0
 CS0881
 CS0881.The horizontal coordinates were scaled from a topographic map and have
 CS0881.an estimated accuracy of +/- 6 seconds.
 CS0881
 CS0881.The orthometric height was determined by differential leveling
 CS0881.and adjusted by the National Geodetic Survey in June 1991..
 CS0881
 CS0881.The geoid height was determined by GEOID03.
 CS0881
 CS0881.The dynamic height is computed by dividing the NAVD 88
 CS0881.geopotential number by the normal gravity value computed on the
 CS0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0881.degrees latitude (g = 980.6199 gals.).
 CS0881
 CS0881.The modeled gravity was interpolated from observed gravity values.
 CS0881
 CS0881;                    North         East    Units  Estimated Accuracy
 CS0881;SPC TXNC     - 2,071,410.      776,800.      MT  (+/- 180 meters Scaled)
 CS0881
 CS0881                          SUPERSEDED SURVEY CONTROL
 CS0881
 CS0881  NGVD 29 (??/??/92)  155.773  (m)          511.07   (f) ADJ UNCH    2 0
 CS0881
 CS0881.Superseded values are not recommended for survey control.
 CS0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0881.See file dsdata.txt to determine how the superseded data were derived.
 CS0881
 CS0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA238757(NAD 83)
 CS0881_MARKER: DB = BENCH MARK DISK
 CS0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0881_STAMPING: X 952 1946
 CS0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0881+STABILITY: SURFACE MOTION
 CS0881
 CS0881  HISTORY     - Date     Condition        Report By
 CS0881  HISTORY     - 1946     MONUMENTED       CGS
 CS0881  HISTORY     - 1961     GOOD             USGS
 CS0881  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0881
 CS0881                          STATION DESCRIPTION
 CS0881
 CS0881'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0881'2.7 MI S FROM ENNIS.
 CS0881'TO REACH FROM THE CITY HALL AT ENNIS GO WEST 0.3 MILE ALONG BROWN ST,
 CS0881'THENCE SOUTHWESTERLY 1.5 MILES ALONG STATE HIGHWAY NO. 34, THENCE
 CS0881'SOUTHERLY 0.9 MILE ALONG AN ASPHALT ROAD TO SITE OF MARK, 86 FEET N.
 CS0881'OF CENTER LINE OF DRIVE, 16 FEET S. OF TRACK RD., 29.5 FEET NORTHEAST
 CS0881'OF AND ABOUT 1.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 52.4
 CS0881'FEET NW OF A POWER POLE, IN THE NW CORNER OF A GARDEN ABOUT 0.2 FEET
 CS0881'UNDER GROUND.  A BRONZE DISK, STAMPED X 952 1946 AND IS SET IN A
 CS0881'CONCRETE POST.
 CS0881
 CS0881                          STATION RECOVERY (2002)
 CS0881
 CS0881'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAS)
 CS0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0831 ***********************************************************************
 CS0831  DESIGNATION -  X 953
 CS0831  PID         -  CS0831
 CS0831  STATE/COUNTY-  TX/ELLIS
 CS0831  USGS QUAD   -  ENNIS WEST (1978)
 CS0831
 CS0831                         *CURRENT SURVEY CONTROL
 CS0831  ___________________________________________________________________
 CS0831* NAD 83(1986)-  32 15 58.     (N)    096 41 43.     (W)     SCALED    
 CS0831* NAVD 88     -       145.911  (meters)     478.71   (feet)  ADJUSTED  
 CS0831  ___________________________________________________________________
 CS0831  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CS0831  DYNAMIC HT  -         145.740 (meters)     478.15  (feet)  COMP
 CS0831  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 CS0831
 CS0831  VERT ORDER  -  SECOND    CLASS 0
 CS0831
 CS0831.The horizontal coordinates were scaled from a topographic map and have
 CS0831.an estimated accuracy of +/- 6 seconds.
 CS0831
 CS0831.The orthometric height was determined by differential leveling
 CS0831.and adjusted by the National Geodetic Survey in June 1991..
 CS0831
 CS0831.The geoid height was determined by GEOID03.
 CS0831
 CS0831.The dynamic height is computed by dividing the NAVD 88
 CS0831.geopotential number by the normal gravity value computed on the
 CS0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0831.degrees latitude (g = 980.6199 gals.).
 CS0831
 CS0831.The modeled gravity was interpolated from observed gravity values.
 CS0831
 CS0831;                    North         East    Units  Estimated Accuracy
 CS0831;SPC TXNC     - 2,067,930.      770,030.      MT  (+/- 180 meters Scaled)
 CS0831
 CS0831                          SUPERSEDED SURVEY CONTROL
 CS0831
 CS0831  NGVD 29 (??/??/92)  145.905  (m)          478.69   (f) ADJ UNCH    2 0
 CS0831
 CS0831.Superseded values are not recommended for survey control.
 CS0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0831.See file dsdata.txt to determine how the superseded data were derived.
 CS0831
 CS0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA170722(NAD 83)
 CS0831_MARKER: DB = BENCH MARK DISK
 CS0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0831_STAMPING: X 953 1946
 CS0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0831+STABILITY: SURFACE MOTION
 CS0831
 CS0831  HISTORY     - Date     Condition        Report By
 CS0831  HISTORY     - 1946     MONUMENTED       CGS
 CS0831  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0831
 CS0831                          STATION DESCRIPTION
 CS0831
 CS0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0831'IN BARDWELL.
 CS0831'AT BARDWELL, ABOUT 150 YARDS SOUTHEAST OF THE FT. WORTH AND DENVER
 CS0831'CITY RAILROAD STATION, 38.0 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE
 CS0831'CENTER LINE OF STATE HIGHWAY NO. 34, 100.0 FEET SOUTHWEST OF THE
 CS0831'CENTER LINE OF THE MAIN RAILROAD TRACK, 83.7 FEET NORTHEAST OF THE
 CS0831'NORTHEAST CORNER OF A HOUSE, 7.5 FEET SOUTHEAST OF A FENCE CORNER AND
 CS0831'1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED X
 CS0831'953 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 CS0831'ABOVE GROUND.
 CS0831
 CS0831                          STATION RECOVERY (1965)
 CS0831
 CS0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0576 ***********************************************************************
 CS0576  DESIGNATION -  X 954
 CS0576  PID         -  CS0576
 CS0576  STATE/COUNTY-  TX/NAVARRO
 CS0576  USGS QUAD   -  CHATFIELD (1961)
 CS0576
 CS0576                         *CURRENT SURVEY CONTROL
 CS0576  ___________________________________________________________________
 CS0576* NAD 83(1986)-  32 07 48.     (N)    096 29 30.     (W)     SCALED    
 CS0576* NAVD 88     -       135.716  (meters)     445.26   (feet)  ADJUSTED  
 CS0576  ___________________________________________________________________
 CS0576  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CS0576  DYNAMIC HT  -         135.558 (meters)     444.74  (feet)  COMP
 CS0576  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 CS0576
 CS0576  VERT ORDER  -  SECOND    CLASS 0
 CS0576
 CS0576.The horizontal coordinates were scaled from a topographic map and have
 CS0576.an estimated accuracy of +/- 6 seconds.
 CS0576
 CS0576.The orthometric height was determined by differential leveling
 CS0576.and adjusted by the National Geodetic Survey in June 1991..
 CS0576
 CS0576.The geoid height was determined by GEOID03.
 CS0576
 CS0576.The dynamic height is computed by dividing the NAVD 88
 CS0576.geopotential number by the normal gravity value computed on the
 CS0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0576.degrees latitude (g = 980.6199 gals.).
 CS0576
 CS0576.The modeled gravity was interpolated from observed gravity values.
 CS0576
 CS0576;                    North         East    Units  Estimated Accuracy
 CS0576;SPC TXNC     - 2,053,190.      789,490.      MT  (+/- 180 meters Scaled)
 CS0576
 CS0576                          SUPERSEDED SURVEY CONTROL
 CS0576
 CS0576  NGVD 29 (??/??/92)  135.712  (m)          445.25   (f) ADJ UNCH    2 0
 CS0576
 CS0576.Superseded values are not recommended for survey control.
 CS0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0576.See file dsdata.txt to determine how the superseded data were derived.
 CS0576
 CS0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA366576(NAD 83)
 CS0576_MARKER: DB = BENCH MARK DISK
 CS0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0576_STAMPING: X 954 1946
 CS0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0576+STABILITY: SURFACE MOTION
 CS0576
 CS0576  HISTORY     - Date     Condition        Report By
 CS0576  HISTORY     - 1946     MONUMENTED       CGS
 CS0576  HISTORY     - 1965     POOR             USGS
 CS0576
 CS0576                          STATION DESCRIPTION
 CS0576
 CS0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0576'2.7 MI NW FROM CORSICANA.
 CS0576'TO REACH FROM THE COUNTY COURT HOUSE AT CORSICANA GO EAST 2 BLOCKS
 CS0576'ALONG 2ND AVENUE WEST, THENCE NORTHWESTERLY 2.7 MILES ALONG A PAVED
 CS0576'ROAD TO SITE OF MARK, BENCH MARK IS 52.0 FEET NORTH OF AND ABOUT 2.0
 CS0576'FEET LOWER THAN THE CENTER LINE OF THE ROAD, 104.0 FEET NORTHWEST OF
 CS0576'THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT, 10.0 FEET
 CS0576'WEST OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT EAST
 CS0576'OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED X 954 1946 SET IN
 CS0576'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 CS0576
 CS0576                          STATION RECOVERY (1965)
 CS0576
 CS0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0576'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0828 ***********************************************************************
 CS0828  DESIGNATION -  X 955
 CS0828  PID         -  CS0828
 CS0828  STATE/COUNTY-  TX/ELLIS
 CS0828  USGS QUAD   -  CRYER CREEK (1978)
 CS0828
 CS0828                         *CURRENT SURVEY CONTROL
 CS0828  ___________________________________________________________________
 CS0828* NAD 83(1986)-  32 14 20.     (N)    096 39 13.     (W)     SCALED    
 CS0828* NAVD 88     -       130.963  (meters)     429.67   (feet)  ADJUSTED  
 CS0828  ___________________________________________________________________
 CS0828  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CS0828  DYNAMIC HT  -         130.810 (meters)     429.17  (feet)  COMP
 CS0828  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 CS0828
 CS0828  VERT ORDER  -  SECOND    CLASS 0
 CS0828
 CS0828.The horizontal coordinates were scaled from a topographic map and have
 CS0828.an estimated accuracy of +/- 6 seconds.
 CS0828
 CS0828.The orthometric height was determined by differential leveling
 CS0828.and adjusted by the National Geodetic Survey in June 1991..
 CS0828
 CS0828.The geoid height was determined by GEOID03.
 CS0828
 CS0828.The dynamic height is computed by dividing the NAVD 88
 CS0828.geopotential number by the normal gravity value computed on the
 CS0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0828.degrees latitude (g = 980.6199 gals.).
 CS0828
 CS0828.The modeled gravity was interpolated from observed gravity values.
 CS0828
 CS0828;                    North         East    Units  Estimated Accuracy
 CS0828;SPC TXNC     - 2,064,980.      774,000.      MT  (+/- 180 meters Scaled)
 CS0828
 CS0828                          SUPERSEDED SURVEY CONTROL
 CS0828
 CS0828  NGVD 29 (??/??/92)  130.958  (m)          429.65   (f) ADJ UNCH    2 0
 CS0828
 CS0828.Superseded values are not recommended for survey control.
 CS0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0828.See file dsdata.txt to determine how the superseded data were derived.
 CS0828
 CS0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA210693(NAD 83)
 CS0828_MARKER: DB = BENCH MARK DISK
 CS0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0828_STAMPING: X 955 1946
 CS0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0828+STABILITY: SURFACE MOTION
 CS0828
 CS0828  HISTORY     - Date     Condition        Report By
 CS0828  HISTORY     - 1946     MONUMENTED       CGS
 CS0828
 CS0828                          STATION DESCRIPTION
 CS0828
 CS0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0828'2.9 MI SE FROM BARDWELL.
 CS0828'ABOUT 2.9 MILES SOUTHEAST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0828'FROM THE STATION AT BARDWELL, AT A CROSSING, 38.5 FEET SOUTHWEST OF
 CS0828'AND ABOUT 4.0 FEET HIGHER THAN THE CENTER LINE OF THE TRACK, 72.0 FEET
 CS0828'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 7.0 FEET SOUTH OF A
 CS0828'TELEPHONE POLE AND 1.0 FOOT NORTHWEST OF A 4 X 4 IN. MARKER POST. A
 CS0828'BRONZE DISK STAMPED X 955 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 CS0828'PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1474 ***********************************************************************
 CS1474  DESIGNATION -  X 956
 CS1474  PID         -  CS1474
 CS1474  STATE/COUNTY-  TX/ELLIS
 CS1474  USGS QUAD   -  FERRIS (1968)
 CS1474
 CS1474                         *CURRENT SURVEY CONTROL
 CS1474  ___________________________________________________________________
 CS1474* NAD 83(1986)-  32 31 14.     (N)    096 39 52.     (W)     SCALED    
 CS1474* NAVD 88     -       134.343  (meters)     440.76   (feet)  ADJUSTED  
 CS1474  ___________________________________________________________________
 CS1474  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS1474  DYNAMIC HT  -         134.188 (meters)     440.25  (feet)  COMP
 CS1474  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 CS1474
 CS1474  VERT ORDER  -  SECOND    CLASS 0
 CS1474
 CS1474.The horizontal coordinates were scaled from a topographic map and have
 CS1474.an estimated accuracy of +/- 6 seconds.
 CS1474
 CS1474.The orthometric height was determined by differential leveling
 CS1474.and adjusted by the National Geodetic Survey in June 1991..
 CS1474
 CS1474.The geoid height was determined by GEOID03.
 CS1474
 CS1474.The dynamic height is computed by dividing the NAVD 88
 CS1474.geopotential number by the normal gravity value computed on the
 CS1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1474.degrees latitude (g = 980.6199 gals.).
 CS1474
 CS1474.The modeled gravity was interpolated from observed gravity values.
 CS1474
 CS1474;                    North         East    Units  Estimated Accuracy
 CS1474;SPC TXNC     - 2,096,200.      772,440.      MT  (+/- 180 meters Scaled)
 CS1474
 CS1474                          SUPERSEDED SURVEY CONTROL
 CS1474
 CS1474  NGVD 29 (??/??/92)  134.348  (m)          440.77   (f) ADJ UNCH    2 0
 CS1474
 CS1474.Superseded values are not recommended for survey control.
 CS1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1474.See file dsdata.txt to determine how the superseded data were derived.
 CS1474
 CS1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB193005(NAD 83)
 CS1474_MARKER: DB = BENCH MARK DISK
 CS1474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1474_SP_SET: CULVERT
 CS1474_STAMPING: X 956 1946
 CS1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1474
 CS1474  HISTORY     - Date     Condition        Report By
 CS1474  HISTORY     - 1946     MONUMENTED       CGS
 CS1474
 CS1474                          STATION DESCRIPTION
 CS1474
 CS1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1474'1.0 MI S FROM FERRIS.
 CS1474'1.0 MILE SOUTH ALONG U. S. HIGHWAY NO. 75 FROM THE TEXAS AND NEW
 CS1474'ORLEANS RAILROAD STATION AT FERRIS, TEXAS.  105.5 FEET WEST OF THE
 CS1474'CENTER LINE OF U. S. HIGHWAY NO. 75.  19.3 FEET EAST OF THE CENTER
 CS1474'LINE OF THE RAILROAD TRACK( T. AND N. O. ).  AT RAILROAD CULVERT NO.
 CS1474'244.93.  ABOUT 10.0 FEET BELOW THE TRACK LEVEL.  BRONZE DISK SET IN
 CS1474'THE MIDDLE OF THE SOUTH HEADWALL OF RAILROAD CULVERT AND ABOUT 0.5
 CS1474'FOOT NORTH OF THE EDGE.  ABOUT 4.0 FEET ABOVE THE HIGHWAY LEVEL.
 CS1474'STAMPED X 956 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1463 ***********************************************************************
 CS1463  DESIGNATION -  X 957
 CS1463  PID         -  CS1463
 CS1463  STATE/COUNTY-  TX/DALLAS
 CS1463  USGS QUAD   -  SEAGOVILLE (1973)
 CS1463
 CS1463                         *CURRENT SURVEY CONTROL
 CS1463  ___________________________________________________________________
 CS1463* NAD 83(1986)-  32 38 19.     (N)    096 32 24.     (W)     SCALED    
 CS1463* NAVD 88     -       136.574  (meters)     448.08   (feet)  ADJUSTED  
 CS1463  ___________________________________________________________________
 CS1463  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CS1463  DYNAMIC HT  -         136.421 (meters)     447.57  (feet)  COMP
 CS1463  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 CS1463
 CS1463  VERT ORDER  -  SECOND    CLASS 0
 CS1463
 CS1463.The horizontal coordinates were scaled from a topographic map and have
 CS1463.an estimated accuracy of +/- 6 seconds.
 CS1463
 CS1463.The orthometric height was determined by differential leveling
 CS1463.and adjusted by the National Geodetic Survey in June 1991..
 CS1463
 CS1463.The geoid height was determined by GEOID03.
 CS1463
 CS1463.The dynamic height is computed by dividing the NAVD 88
 CS1463.geopotential number by the normal gravity value computed on the
 CS1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1463.degrees latitude (g = 980.6199 gals.).
 CS1463
 CS1463.The modeled gravity was interpolated from observed gravity values.
 CS1463
 CS1463;                    North         East    Units  Estimated Accuracy
 CS1463;SPC TXNC     - 2,109,500.      783,880.      MT  (+/- 180 meters Scaled)
 CS1463
 CS1463                          SUPERSEDED SURVEY CONTROL
 CS1463
 CS1463  NGVD 29 (??/??/92)  136.586  (m)          448.12   (f) ADJ UNCH    2 0
 CS1463
 CS1463.Superseded values are not recommended for survey control.
 CS1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1463.See file dsdata.txt to determine how the superseded data were derived.
 CS1463
 CS1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB307138(NAD 83)
 CS1463_MARKER: DB = BENCH MARK DISK
 CS1463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1463_SP_SET: PIER
 CS1463_STAMPING: X 957 1946
 CS1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1463
 CS1463  HISTORY     - Date     Condition        Report By
 CS1463  HISTORY     - 1946     MONUMENTED       CGS
 CS1463  HISTORY     - 1958     GOOD             USGS
 CS1463
 CS1463                          STATION DESCRIPTION
 CS1463
 CS1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1463'IN SEAGOVILLE.
 CS1463'AT SEAGOVILLE, IN THE NORTHEAST PIER OF THE CITY WATER TOWER.  A
 CS1463'BRONZE DISC STAMPED X 957 1946 SET IN CONCRETE.
 CS1463
 CS1463                          STATION RECOVERY (1958)
 CS1463
 CS1463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1501 ***********************************************************************
 CS1501  DESIGNATION -  X 958
 CS1501  PID         -  CS1501
 CS1501  STATE/COUNTY-  TX/DALLAS
 CS1501  USGS QUAD   -  INDIA (1973)
 CS1501
 CS1501                         *CURRENT SURVEY CONTROL
 CS1501  ___________________________________________________________________
 CS1501* NAD 83(1986)-  32 33 19.     (N)    096 33 47.     (W)     SCALED    
 CS1501* NAVD 88     -       107.999  (meters)     354.33   (feet)  ADJUSTED  
 CS1501  ___________________________________________________________________
 CS1501  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CS1501  DYNAMIC HT  -         107.877 (meters)     353.93  (feet)  COMP
 CS1501  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 CS1501
 CS1501  VERT ORDER  -  SECOND    CLASS 0
 CS1501
 CS1501.The horizontal coordinates were scaled from a topographic map and have
 CS1501.an estimated accuracy of +/- 6 seconds.
 CS1501
 CS1501.The orthometric height was determined by differential leveling
 CS1501.and adjusted by the National Geodetic Survey in June 1991..
 CS1501
 CS1501.The geoid height was determined by GEOID03.
 CS1501
 CS1501.The dynamic height is computed by dividing the NAVD 88
 CS1501.geopotential number by the normal gravity value computed on the
 CS1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1501.degrees latitude (g = 980.6199 gals.).
 CS1501
 CS1501.The modeled gravity was interpolated from observed gravity values.
 CS1501
 CS1501;                    North         East    Units  Estimated Accuracy
 CS1501;SPC TXNC     - 2,100,220.      781,890.      MT  (+/- 180 meters Scaled)
 CS1501
 CS1501                          SUPERSEDED SURVEY CONTROL
 CS1501
 CS1501  NGVD 29 (??/??/92)  108.012  (m)          354.37   (f) ADJ UNCH    2 0
 CS1501
 CS1501.Superseded values are not recommended for survey control.
 CS1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1501.See file dsdata.txt to determine how the superseded data were derived.
 CS1501
 CS1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB288046(NAD 83)
 CS1501_MARKER: DB = BENCH MARK DISK
 CS1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1501_STAMPING: X 958 1946
 CS1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1501+STABILITY: SURFACE MOTION
 CS1501
 CS1501  HISTORY     - Date     Condition        Report By
 CS1501  HISTORY     - 1946     MONUMENTED       CGS
 CS1501  HISTORY     - 1959     MARK NOT FOUND   USGS
 CS1501
 CS1501                          STATION DESCRIPTION
 CS1501
 CS1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1501'9.8 MI NE FROM FERRIS.
 CS1501'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS1501'FERRIS, GO NORTH 1.8 MILES ALONG U.S. HIGHWAY NO. 75, THENCE NORTHEAST
 CS1501'2.2 MILES ALONG MALLOY BRIDGE ROAD, THENCE SOUTHEAST 1.6 MILES, THENCE
 CS1501'NORTHEAST 0.6 MILES, THENCE SOUTHEAST 0.5 MILES, THENCE NORTHEAST 1.6
 CS1501'MILES, THENCE SOUTHEAST 0.5 MILES, THENCE NORTHEAST 0.6 MILES, THENCE
 CS1501'SOUTHEAST 0.4 MILES ALONG GRAVELED AND UNIMPROVED ROADS TO THE SITE OF
 CS1501'THE MARK.  BENCH MARK IS ABOUT 80 FEET WEST OF THE LEVEE OF THE
 CS1501'TRINITY RIVER, 12 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 CS1501'ROAD, 1 FOOT SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISC SET IN THE
 CS1501'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS1501
 CS1501                          STATION RECOVERY (1959)
 CS1501
 CS1501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS1501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0216 ***********************************************************************
 CS0216  DESIGNATION -  X 959
 CS0216  PID         -  CS0216
 CS0216  STATE/COUNTY-  TX/KAUFMAN
 CS0216  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0216
 CS0216                         *CURRENT SURVEY CONTROL
 CS0216  ___________________________________________________________________
 CS0216* NAD 83(1986)-  32 41 44.     (N)    096 27 22.     (W)     SCALED    
 CS0216* NAVD 88     -       143.760  (meters)     471.65   (feet)  ADJUSTED  
 CS0216  ___________________________________________________________________
 CS0216  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0216  DYNAMIC HT  -         143.601 (meters)     471.13  (feet)  COMP
 CS0216  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CS0216
 CS0216  VERT ORDER  -  SECOND    CLASS 0
 CS0216
 CS0216.The horizontal coordinates were scaled from a topographic map and have
 CS0216.an estimated accuracy of +/- 6 seconds.
 CS0216
 CS0216.The orthometric height was determined by differential leveling
 CS0216.and adjusted by the National Geodetic Survey in June 1991..
 CS0216.WARNING-Repeat measurements at this control monument indicate possible
 CS0216.vertical movement.
 CS0216
 CS0216.The geoid height was determined by GEOID03.
 CS0216
 CS0216.The dynamic height is computed by dividing the NAVD 88
 CS0216.geopotential number by the normal gravity value computed on the
 CS0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0216.degrees latitude (g = 980.6199 gals.).
 CS0216
 CS0216.The modeled gravity was interpolated from observed gravity values.
 CS0216
 CS0216;                    North         East    Units  Estimated Accuracy
 CS0216;SPC TXNC     - 2,115,960.      791,630.      MT  (+/- 180 meters Scaled)
 CS0216
 CS0216                          SUPERSEDED SURVEY CONTROL
 CS0216
 CS0216  NGVD 29 (??/??/92)  143.768  (m)          471.68   (f) ADJ UNCH    2 0
 CS0216
 CS0216.Superseded values are not recommended for survey control.
 CS0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0216.See file dsdata.txt to determine how the superseded data were derived.
 CS0216
 CS0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB384203(NAD 83)
 CS0216_MARKER: DB = BENCH MARK DISK
 CS0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0216_STAMPING: X 959 1946
 CS0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0216+STABILITY: SURFACE MOTION
 CS0216
 CS0216  HISTORY     - Date     Condition        Report By
 CS0216  HISTORY     - 1946     MONUMENTED       CGS
 CS0216
 CS0216                          STATION DESCRIPTION
 CS0216
 CS0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0216'4.9 MI S FROM FORNEY.
 CS0216'TO REACH THE MARK FROM THE FARMERS NATIONAL BANK BUILDING AT FORNEY,
 CS0216'GO SOUTHWEST 0.4 MILE, THENCE SOUTHEAST 2.4 MILES, THENCE SOUTHWEST
 CS0216'0.6 MILE, THENCE SOUTHEAST 0.6 MILE, THENCE SOUTHWEST 0.9 MILE ALONG A
 CS0216'PAVED ROAD TO THE SITE OF THE MARK.  THE BENCH MARK IS IN THE EAST
 CS0216'CORNER OF A SCHOOL YARD, 106.2 FEET EAST OF THE EAST CORNER OF THE
 CS0216'SCHOOL BUILDING, 34.5 FEET NORTHWEST OF AND LEVEL WITH THE CENTER LINE
 CS0216'OF THE ROAD, 2.0 FEET WEST OF THE EAST CORNER OF THE SCHOOL YARD, 1.0
 CS0216'FOOT EAST OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF
 CS0216'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0487 ***********************************************************************
 DM0487  DESIGNATION -  X 96
 DM0487  PID         -  DM0487
 DM0487  STATE/COUNTY-  TX/HUNT
 DM0487  USGS QUAD   -  LONE OAK NORTH (1962)
 DM0487
 DM0487                         *CURRENT SURVEY CONTROL
 DM0487  ___________________________________________________________________
 DM0487* NAD 83(1986)-  33 00 23.     (N)    095 56 41.     (W)     SCALED    
 DM0487* NAVD 88     -       171.750  (meters)     563.48   (feet)  ADJUSTED  
 DM0487  ___________________________________________________________________
 DM0487  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DM0487  DYNAMIC HT  -         171.560 (meters)     562.86  (feet)  COMP
 DM0487  MODELED GRAV-     979,531.3   (mgal)                       NAVD 88
 DM0487
 DM0487  VERT ORDER  -  FIRST     CLASS II
 DM0487
 DM0487.The horizontal coordinates were scaled from a topographic map and have
 DM0487.an estimated accuracy of +/- 6 seconds.
 DM0487
 DM0487.The orthometric height was determined by differential leveling
 DM0487.and adjusted by the National Geodetic Survey in June 1991..
 DM0487.WARNING-Repeat measurements at this control monument indicate possible
 DM0487.vertical movement.
 DM0487
 DM0487.The geoid height was determined by GEOID03.
 DM0487
 DM0487.The dynamic height is computed by dividing the NAVD 88
 DM0487.geopotential number by the normal gravity value computed on the
 DM0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0487.degrees latitude (g = 980.6199 gals.).
 DM0487
 DM0487.The modeled gravity was interpolated from observed gravity values.
 DM0487
 DM0487;                    North         East    Units  Estimated Accuracy
 DM0487;SPC TXNC     - 2,151,470.      838,730.      MT  (+/- 180 meters Scaled)
 DM0487
 DM0487                          SUPERSEDED SURVEY CONTROL
 DM0487
 DM0487  NGVD 29 (??/??/92)  171.747  (m)          563.47   (f) ADJ UNCH    1 2
 DM0487
 DM0487.Superseded values are not recommended for survey control.
 DM0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0487.See file dsdata.txt to determine how the superseded data were derived.
 DM0487
 DM0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS248558(NAD 83)
 DM0487_MARKER: DB = BENCH MARK DISK
 DM0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0487_SP_SET: CULVERT
 DM0487_STAMPING: X 96 1933 563.260
 DM0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0487
 DM0487  HISTORY     - Date     Condition        Report By
 DM0487  HISTORY     - 1933     MONUMENTED       CGS
 DM0487  HISTORY     - 1959     GOOD             NGS
 DM0487  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 DM0487
 DM0487                          STATION DESCRIPTION
 DM0487
 DM0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DM0487'0.65 MI NW FROM LONE OAK.
 DM0487'ABOUT 0.65 MILE NORTHWEST ALONG THE NEW U. S. HIGHWAY 69 FROM THE
 DM0487'JUNCTION OF FARM ROAD 1567 AT LONE OAK, 13 FEET SOUTHWEST OF THE
 DM0487'CENTER LINE OF AN OLD RAILROAD GRADE, IN THE TOP OF THE NORTHWEST END
 DM0487'OF THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT, AND ABOUT LEVEL WITH
 DM0487'THE OLD RAILROAD GRADE.
 DM0487
 DM0487                          STATION RECOVERY (1994)
 DM0487
 DM0487'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1465 ***********************************************************************
 CS1465  DESIGNATION -  X 960
 CS1465  PID         -  CS1465
 CS1465  STATE/COUNTY-  TX/KAUFMAN
 CS1465  USGS QUAD   -  SEAGOVILLE (1973)
 CS1465
 CS1465                         *CURRENT SURVEY CONTROL
 CS1465  ___________________________________________________________________
 CS1465* NAD 83(1986)-  32 37 38.     (N)    096 31 12.     (W)     SCALED    
 CS1465* NAVD 88     -       127.847  (meters)     419.44   (feet)  ADJUSTED  
 CS1465  ___________________________________________________________________
 CS1465  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CS1465  DYNAMIC HT  -         127.704 (meters)     418.98  (feet)  COMP
 CS1465  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CS1465
 CS1465  VERT ORDER  -  SECOND    CLASS 0
 CS1465
 CS1465.The horizontal coordinates were scaled from a topographic map and have
 CS1465.an estimated accuracy of +/- 6 seconds.
 CS1465
 CS1465.The orthometric height was determined by differential leveling
 CS1465.and adjusted by the National Geodetic Survey in June 1991..
 CS1465
 CS1465.The geoid height was determined by GEOID03.
 CS1465
 CS1465.The dynamic height is computed by dividing the NAVD 88
 CS1465.geopotential number by the normal gravity value computed on the
 CS1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1465.degrees latitude (g = 980.6199 gals.).
 CS1465
 CS1465.The modeled gravity was interpolated from observed gravity values.
 CS1465
 CS1465;                    North         East    Units  Estimated Accuracy
 CS1465;SPC TXNC     - 2,108,270.      785,780.      MT  (+/- 180 meters Scaled)
 CS1465
 CS1465                          SUPERSEDED SURVEY CONTROL
 CS1465
 CS1465  NGVD 29 (??/??/92)  127.860  (m)          419.49   (f) ADJ UNCH    2 0
 CS1465
 CS1465.Superseded values are not recommended for survey control.
 CS1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1465.See file dsdata.txt to determine how the superseded data were derived.
 CS1465
 CS1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB326126(NAD 83)
 CS1465_MARKER: DB = BENCH MARK DISK
 CS1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1465_STAMPING: X 960 1946
 CS1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1465+STABILITY: SURFACE MOTION
 CS1465
 CS1465  HISTORY     - Date     Condition        Report By
 CS1465  HISTORY     - 1946     MONUMENTED       CGS
 CS1465  HISTORY     - 1958     GOOD             NGS
 CS1465
 CS1465                          STATION DESCRIPTION
 CS1465
 CS1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1465'1.4 MI SE FROM SEAGOVILLE.
 CS1465'ABOUT 1.4 MILES SOUTHEAST ALONG SOUTH KAUFMAN STREET FROM THE
 CS1465'INTERSECTION WITH ELM STREET IN SEAGOVILLE, ALONG THE NORTHEAST BASE
 CS1465'OF A RAILROAD FILL, ABOUT 0.1 MILE SOUTHEAST OF THE DALLAS-KAUFMAN
 CS1465'COUNTY LINE AND 0.2 MILE NORTHWEST OF A BLACKTOP ROAD JUNCTION.  THE
 CS1465'COUNTY LINE IS NOT MARKED AND IS INDICATED ONLY BY A DIFFERENCE IN THE
 CS1465'QUALITY OF THE BLACKTOP ROAD WHICH IS OLD HIGHWAY NO. 175.  THE MARK
 CS1465'IS 17 FEET NORTHWEST OF THE CENTERLINE OF A FIELD ROAD CROSSING THE
 CS1465'TRACKS, 26 FEET NORTHEAST OF THE CENTERLINE OF THE T. AND N.O. TRACKS
 CS1465'AND 59 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY.  A
 CS1465'STANDARD DISK STAMPED X 960 1946 IN A CONCRETE POST PROJECTING ABOUT 6
 CS1465'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1470 ***********************************************************************
 CS1470  DESIGNATION -  X 961
 CS1470  PID         -  CS1470
 CS1470  STATE/COUNTY-  TX/DALLAS
 CS1470  USGS QUAD   -  HUTCHINS (1973)
 CS1470
 CS1470                         *CURRENT SURVEY CONTROL
 CS1470  ___________________________________________________________________
 CS1470* NAD 83(1986)-  32 40 34.     (N)    096 39 49.     (W)     SCALED    
 CS1470* NAVD 88     -       123.430  (meters)     404.95   (feet)  ADJUSTED  
 CS1470  ___________________________________________________________________
 CS1470  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS1470  DYNAMIC HT  -         123.290 (meters)     404.49  (feet)  COMP
 CS1470  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 CS1470
 CS1470  VERT ORDER  -  SECOND    CLASS 0
 CS1470
 CS1470.The horizontal coordinates were scaled from a topographic map and have
 CS1470.an estimated accuracy of +/- 6 seconds.
 CS1470
 CS1470.The orthometric height was determined by differential leveling
 CS1470.and adjusted by the National Geodetic Survey in June 1991..
 CS1470
 CS1470.The geoid height was determined by GEOID03.
 CS1470
 CS1470.The dynamic height is computed by dividing the NAVD 88
 CS1470.geopotential number by the normal gravity value computed on the
 CS1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1470.degrees latitude (g = 980.6199 gals.).
 CS1470
 CS1470.The modeled gravity was interpolated from observed gravity values.
 CS1470
 CS1470;                    North         East    Units  Estimated Accuracy
 CS1470;SPC TXNC     - 2,113,440.      772,210.      MT  (+/- 180 meters Scaled)
 CS1470
 CS1470                          SUPERSEDED SURVEY CONTROL
 CS1470
 CS1470  NGVD 29 (??/??/92)  123.445  (m)          405.00   (f) ADJ UNCH    2 0
 CS1470
 CS1470.Superseded values are not recommended for survey control.
 CS1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1470.See file dsdata.txt to determine how the superseded data were derived.
 CS1470
 CS1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB190177(NAD 83)
 CS1470_MARKER: DB = BENCH MARK DISK
 CS1470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1470_SP_SET: CULVERT
 CS1470_STAMPING: X 961 1946
 CS1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1470
 CS1470  HISTORY     - Date     Condition        Report By
 CS1470  HISTORY     - 1946     MONUMENTED       CGS
 CS1470  HISTORY     - 1958     GOOD             NGS
 CS1470  HISTORY     - 1978     GOOD
 CS1470
 CS1470                          STATION DESCRIPTION
 CS1470
 CS1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1470'3.2 MI SW FROM RYLIE.
 CS1470'ABOUT 0.3 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 175 FROM THE H.S.
 CS1470'CHERRY JR. SCHOOL AT RYLIE, THENCE 1.5 MILES WEST, THENCE 1.0 MILES
 CS1470'SOUTH, THENCE 0.4 MILES WEST ALONG A PAVED ROAD.  A BRONZE DISC IN THE
 CS1470'WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT, 19 FEET NORTH OF
 CS1470'AND LEVEL WITH THE CENTER LINE OF THE ROAD.
 CS1470
 CS1470                          STATION RECOVERY (1958)
 CS1470
 CS1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1470'RECOVERED IN GOOD CONDITION.
 CS1470
 CS1470                          STATION RECOVERY (1978)
 CS1470
 CS1470'RECOVERED 1978
 CS1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0727 ***********************************************************************
 AY0727  DESIGNATION -  X 963
 AY0727  PID         -  AY0727
 AY0727  STATE/COUNTY-  TX/BEXAR
 AY0727  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0727
 AY0727                         *CURRENT SURVEY CONTROL
 AY0727  ___________________________________________________________________
 AY0727* NAD 83(1986)-  29 26 17.     (N)    098 32 29.     (W)     SCALED    
 AY0727* NAVD 88     -       210.780  (meters)     691.53   (feet)  ADJUSTED  
 AY0727  ___________________________________________________________________
 AY0727  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AY0727  DYNAMIC HT  -         210.473 (meters)     690.53  (feet)  COMP
 AY0727  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AY0727
 AY0727  VERT ORDER  -  FIRST     CLASS II
 AY0727
 AY0727.The horizontal coordinates were scaled from a topographic map and have
 AY0727.an estimated accuracy of +/- 6 seconds.
 AY0727
 AY0727.The orthometric height was determined by differential leveling
 AY0727.and adjusted by the National Geodetic Survey in June 1991..
 AY0727
 AY0727.The geoid height was determined by GEOID03.
 AY0727
 AY0727.The dynamic height is computed by dividing the NAVD 88
 AY0727.geopotential number by the normal gravity value computed on the
 AY0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0727.degrees latitude (g = 980.6199 gals.).
 AY0727
 AY0727.The modeled gravity was interpolated from observed gravity values.
 AY0727
 AY0727;                    North         East    Units  Estimated Accuracy
 AY0727;SPC TXSC     - 4,177,930.      644,490.      MT  (+/- 180 meters Scaled)
 AY0727
 AY0727                          SUPERSEDED SURVEY CONTROL
 AY0727
 AY0727  NGVD 29 (??/??/92)  210.656  (m)          691.13   (f) ADJ UNCH    1 2
 AY0727
 AY0727.Superseded values are not recommended for survey control.
 AY0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0727.See file dsdata.txt to determine how the superseded data were derived.
 AY0727
 AY0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT444566(NAD 83)
 AY0727_MARKER: DD = SURVEY DISK
 AY0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0727_STAMPING: X 963 1946
 AY0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0727+STABILITY: SURFACE MOTION
 AY0727
 AY0727  HISTORY     - Date     Condition        Report By
 AY0727  HISTORY     - 1946     MONUMENTED
 AY0727  HISTORY     - 1946     GOOD             NGS
 AY0727  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0727
 AY0727                          STATION DESCRIPTION
 AY0727
 AY0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0727'IN SAN ANTONIO.
 AY0727'AT SAN ANTONIO, AT THE NORTHWEST CORNER OF THE INTERSECTION OF RUIZ
 AY0727'STREET AND NORTH WEST 24TH STREET, 31.9 FEET WEST OF THE CENTERLINE OF
 AY0727'NORTH WEST 24TH STREET, 23.5 FEET NORTH OF THE CENTERLINE OF RUIZ
 AY0727'STREET, 31.2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AY0727'CONCRETE BLOCK DWELLING, IN LINE WITH THE CONTINUATION TO WEST ACROSS
 AY0727'NORTH WEST 24TH STREET OF THE SIDEWALK ON THE NORTH SIDE OF RUIZ
 AY0727'STREET, SET IN THE TOP OF A CONCRETE POST SURROUNDED BY A 2-FOOT
 AY0727'CONCRETE PIPE WITH AN IRON COVER WHICH IS FLUSH WITH THE GROUND.
 AY0727
 AY0727                          STATION RECOVERY (1995)
 AY0727
 AY0727'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0726 ***********************************************************************
 CR0726  DESIGNATION -  X 964
 CR0726  PID         -  CR0726
 CR0726  STATE/COUNTY-  TX/VAN ZANDT
 CR0726  USGS QUAD   -  BROWNSBORO (1984)
 CR0726
 CR0726                         *CURRENT SURVEY CONTROL
 CR0726  ___________________________________________________________________
 CR0726* NAD 83(1986)-  32 22 19.     (N)    095 36 27.     (W)     SCALED    
 CR0726* NAVD 88     -       154.384  (meters)     506.51   (feet)  ADJUSTED  
 CR0726  ___________________________________________________________________
 CR0726  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CR0726  DYNAMIC HT  -         154.204 (meters)     505.92  (feet)  COMP
 CR0726  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 CR0726
 CR0726  VERT ORDER  -  SECOND    CLASS 0
 CR0726
 CR0726.The horizontal coordinates were scaled from a topographic map and have
 CR0726.an estimated accuracy of +/- 6 seconds.
 CR0726
 CR0726.The orthometric height was determined by differential leveling
 CR0726.and adjusted by the National Geodetic Survey in June 1991..
 CR0726
 CR0726.The geoid height was determined by GEOID03.
 CR0726
 CR0726.The dynamic height is computed by dividing the NAVD 88
 CR0726.geopotential number by the normal gravity value computed on the
 CR0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0726.degrees latitude (g = 980.6199 gals.).
 CR0726
 CR0726.The modeled gravity was interpolated from observed gravity values.
 CR0726
 CR0726;                    North         East    Units  Estimated Accuracy
 CR0726;SPC TXNC     - 2,081,960.      872,160.      MT  (+/- 180 meters Scaled)
 CR0726
 CR0726                          SUPERSEDED SURVEY CONTROL
 CR0726
 CR0726  NGVD 29 (??/??/92)  154.405  (m)          506.58   (f) ADJ UNCH    2 0
 CR0726
 CR0726.Superseded values are not recommended for survey control.
 CR0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0726.See file dsdata.txt to determine how the superseded data were derived.
 CR0726
 CR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR546846(NAD 83)
 CR0726_MARKER: DB = BENCH MARK DISK
 CR0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0726_STAMPING: X 964 1948
 CR0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0726+STABILITY: SURFACE MOTION
 CR0726
 CR0726  HISTORY     - Date     Condition        Report By
 CR0726  HISTORY     - 1948     MONUMENTED       CGS
 CR0726  HISTORY     - 19950911 GOOD             USPSQD
 CR0726  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0726
 CR0726                          STATION DESCRIPTION
 CR0726
 CR0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0726'IN EDOM.
 CR0726'AT EDOM, 0.1 MILE EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE,
 CR0726'120.5 FEET NORTHWEST OF THE NORTHWEST CORNER (MOST NORTHERLY ONE OF
 CR0726'THREE NORTHWEST CORNERS) OF THE METHODIST CHURCH, 46.9 FEET SOUTH OF
 CR0726'THE CENTER LINE OF THE HIGHWAY, 12.1 FEET SOUTHWEST OF A POWER POLE,
 CR0726'1.5 FEET NORTH OF A REFERENCE POST, 1.2 FEET EAST OF A FENCE, SET IN
 CR0726'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0726
 CR0726                          STATION RECOVERY (1995)
 CR0726
 CR0726'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0726'RECOVERED IN GOOD CONDITION.
 CR0726
 CR0726                          STATION RECOVERY (2004)
 CR0726
 CR0726'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0726'MARK NOT FOUND.  THE HIGHWAY LOCATION FOR THE MARK HAS CHANGED AND IS
 CR0726'NOW TEXAS FM 279.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0957 ***********************************************************************
 CR0957  DESIGNATION -  X 965
 CR0957  PID         -  CR0957
 CR0957  STATE/COUNTY-  TX/VAN ZANDT
 CR0957  USGS QUAD   -  CANTON (1981)
 CR0957
 CR0957                         *CURRENT SURVEY CONTROL
 CR0957  ___________________________________________________________________
 CR0957* NAD 83(1986)-  32 33 24.     (N)    095 51 53.     (W)     SCALED    
 CR0957* NAVD 88     -       154.331  (meters)     506.33   (feet)  ADJUSTED  
 CR0957  ___________________________________________________________________
 CR0957  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0957  DYNAMIC HT  -         154.154 (meters)     505.75  (feet)  COMP
 CR0957  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CR0957
 CR0957  VERT ORDER  -  SECOND    CLASS 0
 CR0957
 CR0957.The horizontal coordinates were scaled from a topographic map and have
 CR0957.an estimated accuracy of +/- 6 seconds.
 CR0957
 CR0957.The orthometric height was determined by differential leveling
 CR0957.and adjusted by the National Geodetic Survey in June 1991..
 CR0957
 CR0957.The geoid height was determined by GEOID03.
 CR0957
 CR0957.The dynamic height is computed by dividing the NAVD 88
 CR0957.geopotential number by the normal gravity value computed on the
 CR0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0957.degrees latitude (g = 980.6199 gals.).
 CR0957
 CR0957.The modeled gravity was interpolated from observed gravity values.
 CR0957
 CR0957;                    North         East    Units  Estimated Accuracy
 CR0957;SPC TXNC     - 2,101,800.      847,450.      MT  (+/- 180 meters Scaled)
 CR0957
 CR0957                          SUPERSEDED SURVEY CONTROL
 CR0957
 CR0957  NGVD 29 (??/??/92)  154.344  (m)          506.38   (f) ADJ UNCH    2 0
 CR0957
 CR0957.Superseded values are not recommended for survey control.
 CR0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0957.See file dsdata.txt to determine how the superseded data were derived.
 CR0957
 CR0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS310057(NAD 83)
 CR0957_MARKER: DB = BENCH MARK DISK
 CR0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0957_SP_SET: FOOTING
 CR0957_STAMPING: X 965 1948
 CR0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0957
 CR0957  HISTORY     - Date     Condition        Report By
 CR0957  HISTORY     - 1948     MONUMENTED       CGS
 CR0957  HISTORY     - 19950912 GOOD             USPSQD
 CR0957  HISTORY     - 20030412 GOOD             GEOCAC
 CR0957
 CR0957                          STATION DESCRIPTION
 CR0957
 CR0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0957'IN CANTON.
 CR0957'AT CANTON, APPROXIMATELY 0.15 MILE NORTHWEST OF THE COURTHOUSE, AT THE
 CR0957'CITY WATER TANK, SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 CR0957'FOOTING OF THE SOUTHEAST LEG OF THE TOWER SUPPORTING THE TANK.
 CR0957
 CR0957                          STATION RECOVERY (1995)
 CR0957
 CR0957'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0957'RECOVERED IN GOOD CONDITION.
 CR0957
 CR0957                          STATION RECOVERY (2003)
 CR0957
 CR0957'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CR0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1618 ***********************************************************************
 BY1618  DESIGNATION -  X 966
 BY1618  PID         -  BY1618
 BY1618  STATE/COUNTY-  TX/HOUSTON
 BY1618  USGS QUAD   -  FODICE (1963)
 BY1618
 BY1618                         *CURRENT SURVEY CONTROL
 BY1618  ___________________________________________________________________
 BY1618* NAD 83(1986)-  31 12 09.     (N)    095 16 18.     (W)     SCALED    
 BY1618* NAVD 88     -        95.83   (+/-2cm)     314.4    (feet)  VERTCON   
 BY1618  ___________________________________________________________________
 BY1618  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1618
 BY1618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1618
 BY1618.The horizontal coordinates were scaled from a topographic map and have
 BY1618.an estimated accuracy of +/- 6 seconds.
 BY1618
 BY1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1618.The vertical order pertains to the NGVD 29 superseded value.
 BY1618
 BY1618.The geoid height was determined by GEOID03.
 BY1618
 BY1618;                    North         East    Units  Estimated Accuracy
 BY1618;SPC TX C     - 3,181,230.    1,182,170.      MT  (+/- 180 meters Scaled)
 BY1618
 BY1618                          SUPERSEDED SURVEY CONTROL
 BY1618
 BY1618  NGVD 29 (??/??/92)   95.844  (m)          314.45   (f) ADJ UNCH    2 0
 BY1618
 BY1618.Superseded values are not recommended for survey control.
 BY1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1618.See file dsdata.txt to determine how the superseded data were derived.
 BY1618
 BY1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ835542(NAD 83)
 BY1618_MARKER: DB = BENCH MARK DISK
 BY1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1618_STAMPING: X 966 1948
 BY1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1618+STABILITY: SURFACE MOTION
 BY1618
 BY1618  HISTORY     - Date     Condition        Report By
 BY1618  HISTORY     - 1948     MONUMENTED       CGS
 BY1618
 BY1618                          STATION DESCRIPTION
 BY1618
 BY1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1618'2.4 MI NW FROM PENNINGTON.
 BY1618'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE PENNINGTON BAPTIST
 BY1618'CHURCH AT PENNINGTON, AT THE TOP OF A RISE, ACROSS THE HIGHWAY FROM
 BY1618'THE HOME OF JOHN D. STAPLETON, 73.0 FEET SOUTHWEST OF THE CENTER OF A
 BY1618'GATE IN THE RIGHT OF WAY FENCE, 47.4 FEET NORTHEAST OF THE CENTER LINE
 BY1618'OF THE HIGHWAY, 5.0 FEET NORTHWEST OF THE EXTENSION TO THE NORTHEAST
 BY1618'OF THE NORTHWEST FACE OF THE STAPLETON HOME, 2.0 FEET SOUTHWEST OF A
 BY1618'CONCRETE RIGHT-OF-WAY MARKER POST, SET IN THE TOP OF A CONCRETE POST
 BY1618'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0346 ***********************************************************************
 CS0346  DESIGNATION -  X 967
 CS0346  PID         -  CS0346
 CS0346  STATE/COUNTY-  TX/KAUFMAN
 CS0346  USGS QUAD   -  KEMP (1981)
 CS0346
 CS0346                         *CURRENT SURVEY CONTROL
 CS0346  ___________________________________________________________________
 CS0346* NAD 83(1986)-  32 24 20.     (N)    096 12 19.     (W)     SCALED    
 CS0346* NAVD 88     -        96.034  (meters)     315.07   (feet)  ADJUSTED  
 CS0346  ___________________________________________________________________
 CS0346  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0346  DYNAMIC HT  -          95.925 (meters)     314.71  (feet)  COMP
 CS0346  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 CS0346
 CS0346  VERT ORDER  -  SECOND    CLASS 0
 CS0346
 CS0346.The horizontal coordinates were scaled from a topographic map and have
 CS0346.an estimated accuracy of +/- 6 seconds.
 CS0346
 CS0346.The orthometric height was determined by differential leveling
 CS0346.and adjusted by the National Geodetic Survey in June 1991..
 CS0346
 CS0346.The geoid height was determined by GEOID03.
 CS0346
 CS0346.The dynamic height is computed by dividing the NAVD 88
 CS0346.geopotential number by the normal gravity value computed on the
 CS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0346.degrees latitude (g = 980.6199 gals.).
 CS0346
 CS0346.The modeled gravity was interpolated from observed gravity values.
 CS0346
 CS0346;                    North         East    Units  Estimated Accuracy
 CS0346;SPC TXNC     - 2,084,290.      815,850.      MT  (+/- 180 meters Scaled)
 CS0346
 CS0346                          SUPERSEDED SURVEY CONTROL
 CS0346
 CS0346  NGVD 29 (??/??/92)   96.053  (m)          315.13   (f) ADJ UNCH    2 0
 CS0346
 CS0346.Superseded values are not recommended for survey control.
 CS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0346.See file dsdata.txt to determine how the superseded data were derived.
 CS0346
 CS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA628888(NAD 83)
 CS0346_MARKER: DB = BENCH MARK DISK
 CS0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0346_STAMPING: X 967 1946
 CS0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0346+STABILITY: SURFACE MOTION
 CS0346
 CS0346  HISTORY     - Date     Condition        Report By
 CS0346  HISTORY     - 1946     MONUMENTED       CGS
 CS0346
 CS0346                          STATION DESCRIPTION
 CS0346
 CS0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0346'3 MI SE FROM KEMP.
 CS0346'TO REACH THE MARK FROM THE WATER TANK AT KEMP GO 3 MILES SOUTHEAST
 CS0346'ALONG THE TEXAS NEW ORLEANS RAILROAD, 3 POLES NORTHWEST OF MILE POST
 CS0346'269, 56.8 FEET SOUTHEAST OF A TEE FENCE, 48 FEET SOUTH OF THE
 CS0346'CENTERLINE OF THE TRACK AND ABOUT 6 FEET LOWER, 18.4 FEET SOUTH OF A
 CS0346'TELEPHONE POLE, 2.3 FEET WEST OF A WHITE 4/4 MARKER POST, 1.4 FEET
 CS0346'NORTH OF A RIGHT-OF-WAY FENCE, AND PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1486 ***********************************************************************
 BY1486  DESIGNATION -  X 968
 BY1486  PID         -  BY1486
 BY1486  STATE/COUNTY-  TX/HOUSTON
 BY1486  USGS QUAD   -  KENNARD (1951)
 BY1486
 BY1486                         *CURRENT SURVEY CONTROL
 BY1486  ___________________________________________________________________
 BY1486* NAD 83(1986)-  31 17 44.     (N)    095 11 53.     (W)     SCALED    
 BY1486* NAVD 88     -       104.82   (+/-2cm)     343.9    (feet)  VERTCON   
 BY1486  ___________________________________________________________________
 BY1486  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1486
 BY1486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1486
 BY1486.The horizontal coordinates were scaled from a topographic map and have
 BY1486.an estimated accuracy of +/- 6 seconds.
 BY1486
 BY1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1486.The vertical order pertains to the NGVD 29 superseded value.
 BY1486
 BY1486.The geoid height was determined by GEOID03.
 BY1486
 BY1486;                    North         East    Units  Estimated Accuracy
 BY1486;SPC TX C     - 3,191,850.    1,188,700.      MT  (+/- 180 meters Scaled)
 BY1486
 BY1486                          SUPERSEDED SURVEY CONTROL
 BY1486
 BY1486  NGVD 29 (??/??/92)  104.838  (m)          343.96   (f) ADJ UNCH    2 0
 BY1486
 BY1486.Superseded values are not recommended for survey control.
 BY1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1486.See file dsdata.txt to determine how the superseded data were derived.
 BY1486
 BY1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ907644(NAD 83)
 BY1486_MARKER: DB = BENCH MARK DISK
 BY1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1486_STAMPING: X 968 1948
 BY1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1486+STABILITY: SURFACE MOTION
 BY1486
 BY1486  HISTORY     - Date     Condition        Report By
 BY1486  HISTORY     - 1948     MONUMENTED       CGS
 BY1486
 BY1486                          STATION DESCRIPTION
 BY1486
 BY1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1486'6.30 MI W FROM KENNARD.
 BY1486'4.55 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 25
 BY1486'FROM THE FARMERS GUARANTEE STATE BANK AT KENNARD, THENCE 1.75 MILES
 BY1486'WEST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 27, AT A T ROAD
 BY1486'JUNCTION, 326.0 FEET EAST OF THE SOUTHEAST CORNER OF A BRIDGE OVER
 BY1486'PINEY CREEK, 209.0 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD
 BY1486'LEADING NORTH, 50 YARDS (PACED) SOUTHWEST OF AND ACROSS THE ROAD FROM
 BY1486'THE RESIDENCE OF DAVE STARLING, 34.8 FEET SOUTH OF THE CENTER LINE OF
 BY1486'THE HIGHWAY, 1.8 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A REFERENCE
 BY1486'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BY1486'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0006 ***********************************************************************
 DN0006  DESIGNATION -  X 97
 DN0006  PID         -  DN0006
 DN0006  STATE/COUNTY-  TX/GRAYSON
 DN0006  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0006
 DN0006                         *CURRENT SURVEY CONTROL
 DN0006  ___________________________________________________________________
 DN0006* NAD 83(1986)-  33 36 39.     (N)    096 24 28.     (W)     SCALED    
 DN0006* NAVD 88     -       207.653  (meters)     681.27   (feet)  ADJUSTED  
 DN0006  ___________________________________________________________________
 DN0006  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DN0006  DYNAMIC HT  -         207.430 (meters)     680.54  (feet)  COMP
 DN0006  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 DN0006
 DN0006  VERT ORDER  -  FIRST     CLASS II
 DN0006
 DN0006.The horizontal coordinates were scaled from a topographic map and have
 DN0006.an estimated accuracy of +/- 6 seconds.
 DN0006
 DN0006.The orthometric height was determined by differential leveling
 DN0006.and adjusted by the National Geodetic Survey in June 1991..
 DN0006
 DN0006.The geoid height was determined by GEOID03.
 DN0006
 DN0006.The dynamic height is computed by dividing the NAVD 88
 DN0006.geopotential number by the normal gravity value computed on the
 DN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0006.degrees latitude (g = 980.6199 gals.).
 DN0006
 DN0006.The modeled gravity was interpolated from observed gravity values.
 DN0006
 DN0006;                    North         East    Units  Estimated Accuracy
 DN0006;SPC TXNC     - 2,217,530.      794,140.      MT  (+/- 180 meters Scaled)
 DN0006
 DN0006                          SUPERSEDED SURVEY CONTROL
 DN0006
 DN0006  NGVD 29 (??/??/92)  207.641  (m)          681.24   (f) ADJ UNCH    1 2
 DN0006
 DN0006.Superseded values are not recommended for survey control.
 DN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0006.See file dsdata.txt to determine how the superseded data were derived.
 DN0006
 DN0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC405220(NAD 83)
 DN0006_MARKER: DB = BENCH MARK DISK
 DN0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0006_SP_SET: WALL
 DN0006_STAMPING: X 97 1933
 DN0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0006
 DN0006  HISTORY     - Date     Condition        Report By
 DN0006  HISTORY     - 1933     MONUMENTED       CGS
 DN0006  HISTORY     - 1934     GOOD             NGS
 DN0006  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0006  HISTORY     - 20060520 GOOD             USPSQD
 DN0006
 DN0006                          STATION DESCRIPTION
 DN0006
 DN0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0006'IN BELLS.
 DN0006'AT BELLS, GRAYSON COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0006'TEXAS, 0.6 MILE NORTH OF MILEPOST 675, 700 FEET SOUTH OF A SIGNAL
 DN0006'TOWER AT A RAILROAD CROSSING, AT THE STATE HIGHWAY 5 UNDERPASS, IN THE
 DN0006'TOP OF THE SOUTH RETAINING WALL, AND 11 FEET EAST OF THE TRACK. A
 DN0006'STANDARD DISK, STAMPED 681.206 X 97 1933.
 DN0006
 DN0006                          STATION RECOVERY (1934)
 DN0006
 DN0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DN0006'RECOVERED IN GOOD CONDITION.
 DN0006
 DN0006                          STATION RECOVERY (1986)
 DN0006
 DN0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0006'MARK NOT FOUND.
 DN0006
 DN0006                          STATION RECOVERY (2006)
 DN0006
 DN0006'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBM)
 DN0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0007 ***********************************************************************
 DN0007  DESIGNATION -  X 97 RESET
 DN0007  PID         -  DN0007
 DN0007  STATE/COUNTY-  TX/GRAYSON
 DN0007  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0007
 DN0007                         *CURRENT SURVEY CONTROL
 DN0007  ___________________________________________________________________
 DN0007* NAD 83(1986)-  33 36 37.     (N)    096 24 26.     (W)     SCALED    
 DN0007* NAVD 88     -       208.003  (meters)     682.42   (feet)  ADJUSTED  
 DN0007  ___________________________________________________________________
 DN0007  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DN0007  DYNAMIC HT  -         207.780 (meters)     681.69  (feet)  COMP
 DN0007  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 DN0007
 DN0007  VERT ORDER  -  FIRST     CLASS II
 DN0007
 DN0007.The horizontal coordinates were scaled from a topographic map and have
 DN0007.an estimated accuracy of +/- 6 seconds.
 DN0007
 DN0007.The orthometric height was determined by differential leveling
 DN0007.and adjusted by the National Geodetic Survey in June 1991..
 DN0007
 DN0007.The geoid height was determined by GEOID03.
 DN0007
 DN0007.The dynamic height is computed by dividing the NAVD 88
 DN0007.geopotential number by the normal gravity value computed on the
 DN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0007.degrees latitude (g = 980.6199 gals.).
 DN0007
 DN0007.The modeled gravity was interpolated from observed gravity values.
 DN0007
 DN0007;                    North         East    Units  Estimated Accuracy
 DN0007;SPC TXNC     - 2,217,470.      794,190.      MT  (+/- 180 meters Scaled)
 DN0007
 DN0007                          SUPERSEDED SURVEY CONTROL
 DN0007
 DN0007.No superseded survey control is available for this station.
 DN0007
 DN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC405219(NAD 83)
 DN0007_MARKER: DB = BENCH MARK DISK
 DN0007_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0007_SP_SET: BRIDGE ABUTMENT
 DN0007_STAMPING: X 97 RESET 1963
 DN0007_MARK LOGO: CGS   
 DN0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0007
 DN0007  HISTORY     - Date     Condition        Report By
 DN0007  HISTORY     - 1963     MONUMENTED       TXHD
 DN0007  HISTORY     - 1965     GOOD             NGS
 DN0007  HISTORY     - 1986     GOOD             NGS
 DN0007
 DN0007                          STATION DESCRIPTION
 DN0007
 DN0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DN0007'IN BELLS.
 DN0007'AT BELLS, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, 0.6 MILES
 DN0007'NORTH OF MILEPOST 675, ABOUT 700 FEET SOUTH OF A SIGNAL TOWER AT A
 DN0007'RAILROAD CROSSING, AT THE U. S. HIGHWAY 82 UNDERPASS, IN THE TOP OF
 DN0007'THE SOUTH RETAINING WALL OF THE UNDERPASS AND ABOUT 11 FEET EAST OF
 DN0007'THE TRACK.
 DN0007
 DN0007                          STATION RECOVERY (1986)
 DN0007
 DN0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0007'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BELLS, AT
 DN0007'THE JUNCTION OF U.S. HIGHWAY 82 AND THE MISSOURI KANSAS TEXAS
 DN0007'RAILROAD, IN THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 DN0007'RAILROAD OVERPASS, 5.6 M (18.4 FT) SOUTH OF THE CENTERLINE OF THE
 DN0007'HIGHWAY, AND 2.4 M (7.9 FT) EAST OF THE NEAR RAIL.
 DN0007'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0187 ***********************************************************************
 CS0187  DESIGNATION -  X 970
 CS0187  PID         -  CS0187
 CS0187  STATE/COUNTY-  TX/KAUFMAN
 CS0187  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0187
 CS0187                         *CURRENT SURVEY CONTROL
 CS0187  ___________________________________________________________________
 CS0187* NAD 83(1986)-  32 44 19.     (N)    096 18 58.     (W)     SCALED    
 CS0187* NAVD 88     -       151.862  (meters)     498.23   (feet)  ADJUSTED  
 CS0187  ___________________________________________________________________
 CS0187  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0187  DYNAMIC HT  -         151.694 (meters)     497.68  (feet)  COMP
 CS0187  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 CS0187
 CS0187  VERT ORDER  -  SECOND    CLASS 0
 CS0187
 CS0187.The horizontal coordinates were scaled from a topographic map and have
 CS0187.an estimated accuracy of +/- 6 seconds.
 CS0187
 CS0187.The orthometric height was determined by differential leveling
 CS0187.and adjusted by the National Geodetic Survey in June 1991..
 CS0187
 CS0187.The geoid height was determined by GEOID03.
 CS0187
 CS0187.The dynamic height is computed by dividing the NAVD 88
 CS0187.geopotential number by the normal gravity value computed on the
 CS0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0187.degrees latitude (g = 980.6199 gals.).
 CS0187
 CS0187.The modeled gravity was interpolated from observed gravity values.
 CS0187
 CS0187;                    North         East    Units  Estimated Accuracy
 CS0187;SPC TXNC     - 2,121,000.      804,650.      MT  (+/- 180 meters Scaled)
 CS0187
 CS0187                          SUPERSEDED SURVEY CONTROL
 CS0187
 CS0187  NGVD 29 (??/??/92)  151.87   (m)          498.3    (f) COMPUTED    2 0
 CS0187
 CS0187.Superseded values are not recommended for survey control.
 CS0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0187.See file dsdata.txt to determine how the superseded data were derived.
 CS0187
 CS0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB514254(NAD 83)
 CS0187_MARKER: DB = BENCH MARK DISK
 CS0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0187_STAMPING: X 970 1946
 CS0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0187+STABILITY: SURFACE MOTION
 CS0187
 CS0187  HISTORY     - Date     Condition        Report By
 CS0187  HISTORY     - 1946     MONUMENTED       CGS
 CS0187
 CS0187                          STATION DESCRIPTION
 CS0187
 CS0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0187'IN WALLACE AIRPORT.
 CS0187'AT WALLACE AIRPORT, KAUFMAN COUNTY, 57 YARDS NORTHEAST OF THE
 CS0187'NORTHEAST CORNER OF THE HANGAR, 39 FEET WEST-NORTHWEST OF THE
 CS0187'NORTHWEST CORNER OF A SHED, 7 FEET SOUTHWEST OF A FENCE CORNER, AND 2
 CS0187'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED X
 CS0187'970 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CS0187'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0130 ***********************************************************************
 CS0130  DESIGNATION -  X 971
 CS0130  PID         -  CS0130
 CS0130  STATE/COUNTY-  TX/KAUFMAN
 CS0130  USGS QUAD   -  POETRY (1980)
 CS0130
 CS0130                         *CURRENT SURVEY CONTROL
 CS0130  ___________________________________________________________________
 CS0130* NAD 83(1986)-  32 47 40.     (N)    096 13 26.     (W)     SCALED    
 CS0130* NAVD 88     -       165.459  (meters)     542.84   (feet)  ADJUSTED  
 CS0130  ___________________________________________________________________
 CS0130  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS0130  DYNAMIC HT  -         165.276 (meters)     542.24  (feet)  COMP
 CS0130  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 CS0130
 CS0130  VERT ORDER  -  SECOND    CLASS 0
 CS0130
 CS0130.The horizontal coordinates were scaled from a topographic map and have
 CS0130.an estimated accuracy of +/- 6 seconds.
 CS0130
 CS0130.The orthometric height was determined by differential leveling
 CS0130.and adjusted by the National Geodetic Survey in June 1991..
 CS0130
 CS0130.The geoid height was determined by GEOID03.
 CS0130
 CS0130.The dynamic height is computed by dividing the NAVD 88
 CS0130.geopotential number by the normal gravity value computed on the
 CS0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0130.degrees latitude (g = 980.6199 gals.).
 CS0130
 CS0130.The modeled gravity was interpolated from observed gravity values.
 CS0130
 CS0130;                    North         East    Units  Estimated Accuracy
 CS0130;SPC TXNC     - 2,127,370.      813,160.      MT  (+/- 180 meters Scaled)
 CS0130
 CS0130                          SUPERSEDED SURVEY CONTROL
 CS0130
 CS0130  NGVD 29 (??/??/92)  165.459  (m)          542.84   (f) ADJ UNCH    2 0
 CS0130
 CS0130.Superseded values are not recommended for survey control.
 CS0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0130.See file dsdata.txt to determine how the superseded data were derived.
 CS0130
 CS0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB599319(NAD 83)
 CS0130_MARKER: DB = BENCH MARK DISK
 CS0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0130_STAMPING: X 971 1946
 CS0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0130+STABILITY: SURFACE MOTION
 CS0130
 CS0130  HISTORY     - Date     Condition        Report By
 CS0130  HISTORY     - 1946     MONUMENTED       CGS
 CS0130  HISTORY     - 1975     MARK NOT FOUND   USGS
 CS0130
 CS0130                          STATION DESCRIPTION
 CS0130
 CS0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0130'5 MI N FROM TERRELL.
 CS0130'TO REACH THE MARK FROM TERRELL GO 5 MILES NORTH ALONG THE TEXAS-NEW
 CS0130'ORLEANS RAILROAD TO MILE POST 46, 0.1 MILE WEST OF HIGHWAY 34, 1 3/4
 CS0130'POLES NORTH OF MILE POST 46, 44.4 FEET NORTH OF THE CENTERLINE OF THE
 CS0130'TRACK, AND ABOUT LEVEL WITH THE TRACK, WEST OF A WOODEN BRIDGE, 38
 CS0130'FEET NORTH OF THE CENTERLINE OF A DIRT ROAD CROSSING, 2.7 FEET WEST OF
 CS0130'A RIGHT-OF-WAY FENCE, 2.3 FEET NORTH OF A WHITE 4/4 MARKER POST, AND
 CS0130'PROJECTS 2 INCHES ABOVE THE GROUND.
 CS0130
 CS0130                          STATION RECOVERY (1975)
 CS0130
 CS0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CS0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2112 ***********************************************************************
 BY2112  DESIGNATION -  X 972
 BY2112  PID         -  BY2112
 BY2112  STATE/COUNTY-  TX/ANDERSON
 BY2112  USGS QUAD   -  ELKHART CREEK (1982)
 BY2112
 BY2112                         *CURRENT SURVEY CONTROL
 BY2112  ___________________________________________________________________
 BY2112* NAD 83(1986)-  31 37 07.     (N)    095 34 08.     (W)     SCALED    
 BY2112* NAVD 88     -       109.01   (+/-2cm)     357.6    (feet)  VERTCON   
 BY2112  ___________________________________________________________________
 BY2112  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY2112
 BY2112  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2112
 BY2112.The horizontal coordinates were scaled from a topographic map and have
 BY2112.an estimated accuracy of +/- 6 seconds.
 BY2112
 BY2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2112.The vertical order pertains to the NGVD 29 superseded value.
 BY2112
 BY2112.The geoid height was determined by GEOID03.
 BY2112
 BY2112;                    North         East    Units  Estimated Accuracy
 BY2112;SPC TX C     - 3,226,070.    1,151,900.      MT  (+/- 180 meters Scaled)
 BY2112
 BY2112                          SUPERSEDED SURVEY CONTROL
 BY2112
 BY2112  NGVD 29 (??/??/92)  108.995  (m)          357.59   (f) ADJ UNCH    1 2
 BY2112
 BY2112.Superseded values are not recommended for survey control.
 BY2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2112.See file dsdata.txt to determine how the superseded data were derived.
 BY2112
 BY2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR563010(NAD 83)
 BY2112_MARKER: DB = BENCH MARK DISK
 BY2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2112_STAMPING: X 972 1947
 BY2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2112+STABILITY: SURFACE MOTION
 BY2112
 BY2112  HISTORY     - Date     Condition        Report By
 BY2112  HISTORY     - 1947     MONUMENTED       CGS
 BY2112  HISTORY     - 1960     GOOD             NGS
 BY2112
 BY2112                          STATION DESCRIPTION
 BY2112
 BY2112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2112'0.75 MI SE FROM ELKHART.
 BY2112'ABOUT 0.75 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2112'STATION AT ELKHART, 3 1/2 FEET SOUTH-SOUTHEAST OF MILEPOST 13, 28 1/2
 BY2112'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 18 FEET
 BY2112'NORTHEAST OF A FENCE, 4.4 FEET SOUTHWEST OF A TELEPHONE BOOTH, 82 FEET
 BY2112'NORTHEAST OF A LONE 36-INCH OAK TREE, AND IN THE TOP OF A CONCRETE
 BY2112'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1399 ***********************************************************************
 BL1399  DESIGNATION -  X 973
 BL1399  PID         -  BL1399
 BL1399  STATE/COUNTY-  TX/SAN JACINTO
 BL1399  USGS QUAD   -  BEAR CREEK (1976)
 BL1399
 BL1399                         *CURRENT SURVEY CONTROL
 BL1399  ___________________________________________________________________
 BL1399* NAD 83(1986)-  30 22 38.     (N)    095 12 30.     (W)     SCALED    
 BL1399* NAVD 88     -        59.88   (+/-2cm)     196.5    (feet)  VERTCON   
 BL1399  ___________________________________________________________________
 BL1399  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1399
 BL1399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1399
 BL1399.The horizontal coordinates were scaled from a topographic map and have
 BL1399.an estimated accuracy of +/- 6 seconds.
 BL1399
 BL1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1399.The vertical order pertains to the NGVD 29 superseded value.
 BL1399
 BL1399.The geoid height was determined by GEOID03.
 BL1399
 BL1399;                    North         East    Units  Estimated Accuracy
 BL1399;SPC TX C     - 3,090,120.    1,192,410.      MT  (+/- 180 meters Scaled)
 BL1399
 BL1399                          SUPERSEDED SURVEY CONTROL
 BL1399
 BL1399  NGVD 29 (??/??/92)   59.880  (m)          196.46   (f) ADJ UNCH    2 0
 BL1399
 BL1399.Superseded values are not recommended for survey control.
 BL1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1399.See file dsdata.txt to determine how the superseded data were derived.
 BL1399
 BL1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP877626(NAD 83)
 BL1399_MARKER: DB = BENCH MARK DISK
 BL1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1399_STAMPING: X 973 1947
 BL1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1399+STABILITY: SURFACE MOTION
 BL1399
 BL1399  HISTORY     - Date     Condition        Report By
 BL1399  HISTORY     - 1947     MONUMENTED       CGS
 BL1399
 BL1399                          STATION DESCRIPTION
 BL1399
 BL1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1399'6.7 MI NW FROM FOSTORIA.
 BL1399'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1399'FOSTORIA, THENCE 4.5 MILES NORTH ALONG A DIRT ROAD, 81.0 FEET SOUTH OF
 BL1399'THE MOST SOUTHERLY ONE OF TWO LARGE PINE STUMPS, 20.0 FEET WEST OF AND
 BL1399'LEVEL WITH THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A REFERENCE
 BL1399'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 BL1399'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1053 ***********************************************************************
 BL1053  DESIGNATION -  X 974
 BL1053  PID         -  BL1053
 BL1053  STATE/COUNTY-  TX/SAN JACINTO
 BL1053  USGS QUAD   -  COLDSPRING (1997)
 BL1053
 BL1053                         *CURRENT SURVEY CONTROL
 BL1053  ___________________________________________________________________
 BL1053* NAD 83(1986)-  30 34 06.     (N)    095 08 56.     (W)     SCALED    
 BL1053* NAVD 88     -       107.92   (+/-2cm)     354.1    (feet)  VERTCON   
 BL1053  ___________________________________________________________________
 BL1053  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1053
 BL1053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1053
 BL1053.The horizontal coordinates were scaled from a topographic map and have
 BL1053.an estimated accuracy of +/- 6 seconds.
 BL1053
 BL1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1053.The vertical order pertains to the NGVD 29 superseded value.
 BL1053
 BL1053.The geoid height was determined by GEOID03.
 BL1053
 BL1053;                    North         East    Units  Estimated Accuracy
 BL1053;SPC TX C     - 3,111,540.    1,197,130.      MT  (+/- 180 meters Scaled)
 BL1053
 BL1053                          SUPERSEDED SURVEY CONTROL
 BL1053
 BL1053  NGVD 29 (??/??/92)  107.928  (m)          354.09   (f) ADJ UNCH    2 0
 BL1053
 BL1053.Superseded values are not recommended for survey control.
 BL1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1053.See file dsdata.txt to determine how the superseded data were derived.
 BL1053
 BL1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP939837(NAD 83)
 BL1053_MARKER: DB = BENCH MARK DISK
 BL1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1053_STAMPING: X 974 1947
 BL1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1053+STABILITY: SURFACE MOTION
 BL1053
 BL1053  HISTORY     - Date     Condition        Report By
 BL1053  HISTORY     - 1947     MONUMENTED       CGS
 BL1053
 BL1053                          STATION DESCRIPTION
 BL1053
 BL1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1053'2.3 MI SW FROM COLDSPRING.
 BL1053'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1053'COLDSPRING, AT A ROAD JUNCTION, 119.7 FEET SOUTHWEST OF AND ACROSS THE
 BL1053'GRAVELED ROAD FROM A FENCE CORNER, 71.0 FEET WEST OF THE CENTER LINE
 BL1053'OF A GRAVELED ROAD LEADING SOUTH, 50.7 FEET SOUTHEAST OF AND LEVEL
 BL1053'WITH THE CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTHWEST OF A WITNESS
 BL1053'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BL1053'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1027 ***********************************************************************
 BL1027  DESIGNATION -  X 975
 BL1027  PID         -  BL1027
 BL1027  STATE/COUNTY-  TX/WALKER
 BL1027  USGS QUAD   -  NEW WAVERLY (1976)
 BL1027
 BL1027                         *CURRENT SURVEY CONTROL
 BL1027  ___________________________________________________________________
 BL1027* NAD 83(1986)-  30 31 58.     (N)    095 26 21.     (W)     SCALED    
 BL1027* NAVD 88     -        91.33   (+/-2cm)     299.6    (feet)  VERTCON   
 BL1027  ___________________________________________________________________
 BL1027  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BL1027
 BL1027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1027
 BL1027.The horizontal coordinates were scaled from a topographic map and have
 BL1027.an estimated accuracy of +/- 6 seconds.
 BL1027
 BL1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1027.The vertical order pertains to the NGVD 29 superseded value.
 BL1027
 BL1027.The geoid height was determined by GEOID03.
 BL1027
 BL1027;                    North         East    Units  Estimated Accuracy
 BL1027;SPC TX C     - 3,106,340.    1,169,490.      MT  (+/- 180 meters Scaled)
 BL1027
 BL1027                          SUPERSEDED SURVEY CONTROL
 BL1027
 BL1027  NGVD 29 (??/??/92)   91.330  (m)          299.64   (f) ADJ UNCH    2 0
 BL1027
 BL1027.Superseded values are not recommended for survey control.
 BL1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1027.See file dsdata.txt to determine how the superseded data were derived.
 BL1027
 BL1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP659803(NAD 83)
 BL1027_MARKER: DB = BENCH MARK DISK
 BL1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1027_SP_SET: CULVERT
 BL1027_STAMPING: X 975 1947
 BL1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1027
 BL1027  HISTORY     - Date     Condition        Report By
 BL1027  HISTORY     - 1947     MONUMENTED       CGS
 BL1027
 BL1027                          STATION DESCRIPTION
 BL1027
 BL1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1027'2.8 MI E FROM NEW WAVERLY.
 BL1027'2.8 MILES EAST ALONG TEXAS STATE HIGHWAY 150 FROM THE RAILWAY STATION
 BL1027'AT NEW WAVERLY, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 BL1027'HEADWALL OF A LARGE CONCRETE CULVERT, 2.0 FEET SOUTHEAST OF NORTHWEST
 BL1027'END OF THE HEADWALL, 16.0 FEET NORTHEAST OF AND 1 FOOT HIGHER THAN THE
 BL1027'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0977 ***********************************************************************
 BL0977  DESIGNATION -  X 976
 BL0977  PID         -  BL0977
 BL0977  STATE/COUNTY-  TX/SAN JACINTO
 BL0977  USGS QUAD   -  STALEY (1972)
 BL0977
 BL0977                         *CURRENT SURVEY CONTROL
 BL0977  ___________________________________________________________________
 BL0977* NAD 83(1986)-  30 45 11.     (N)    095 18 43.     (W)     SCALED    
 BL0977* NAVD 88     -       118.06   (+/-2cm)     387.3    (feet)  VERTCON   
 BL0977  ___________________________________________________________________
 BL0977  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL0977
 BL0977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0977
 BL0977.The horizontal coordinates were scaled from a topographic map and have
 BL0977.an estimated accuracy of +/- 6 seconds.
 BL0977
 BL0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0977.The vertical order pertains to the NGVD 29 superseded value.
 BL0977
 BL0977.The geoid height was determined by GEOID03.
 BL0977
 BL0977;                    North         East    Units  Estimated Accuracy
 BL0977;SPC TX C     - 3,131,280.    1,180,580.      MT  (+/- 180 meters Scaled)
 BL0977
 BL0977                          SUPERSEDED SURVEY CONTROL
 BL0977
 BL0977  NGVD 29 (??/??/92)  118.071  (m)          387.37   (f) ADJ UNCH    2 0
 BL0977
 BL0977.Superseded values are not recommended for survey control.
 BL0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0977.See file dsdata.txt to determine how the superseded data were derived.
 BL0977
 BL0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ786045(NAD 83)
 BL0977_MARKER: DB = BENCH MARK DISK
 BL0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0977_STAMPING: X 976 1947
 BL0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0977+STABILITY: SURFACE MOTION
 BL0977
 BL0977  HISTORY     - Date     Condition        Report By
 BL0977  HISTORY     - 1947     MONUMENTED       CGS
 BL0977  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL0977
 BL0977                          STATION DESCRIPTION
 BL0977
 BL0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0977'1.2 MI NW FROM OAKHURST.
 BL0977'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0977'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO THE
 BL0977'JUNCTION WITH U. S. HIGHWAY NO. 190, THENCE 0.8 MILE NORTH ALONG A
 BL0977'GRADED DIRT ROAD, ABOUT 65 YARDS NORTHEAST OF THE PALMETO PARK CAFE,
 BL0977'117 FEET SOUTHEAST OF A HOUSE, 17.0 FEET SOUTHWEST OF A 14-INCH SWEET
 BL0977'GUM TREE, 2.0 FEET WEST OF A FENCE, 24.0 FEET EAST OF THE CENTER LINE
 BL0977'OF THE ROAD, 2.0 FEET NORTH OF A REFERENCE POST, SET IN TOP OF A
 BL0977'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 BL0977
 BL0977                          STATION RECOVERY (1961)
 BL0977
 BL0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0856 ***********************************************************************
 BL0856  DESIGNATION -  X 977
 BL0856  PID         -  BL0856
 BL0856  STATE/COUNTY-  TX/WALKER
 BL0856  USGS QUAD   -  TRINITY WEST (1972)
 BL0856
 BL0856                         *CURRENT SURVEY CONTROL
 BL0856  ___________________________________________________________________
 BL0856* NAD 83(1986)-  30 57 39.     (N)    095 27 10.     (W)     SCALED    
 BL0856* NAVD 88     -        54.04   (+/-2cm)     177.3    (feet)  VERTCON   
 BL0856  ___________________________________________________________________
 BL0856  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL0856
 BL0856  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0856
 BL0856.The horizontal coordinates were scaled from a topographic map and have
 BL0856.an estimated accuracy of +/- 6 seconds.
 BL0856
 BL0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0856.The vertical order pertains to the NGVD 29 superseded value.
 BL0856
 BL0856.The geoid height was determined by GEOID03.
 BL0856
 BL0856;                    North         East    Units  Estimated Accuracy
 BL0856;SPC TX C     - 3,153,690.    1,166,100.      MT  (+/- 180 meters Scaled)
 BL0856
 BL0856                          SUPERSEDED SURVEY CONTROL
 BL0856
 BL0856  NGVD 29 (??/??/92)   54.044  (m)          177.31   (f) ADJ UNCH    2 0
 BL0856
 BL0856.Superseded values are not recommended for survey control.
 BL0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0856.See file dsdata.txt to determine how the superseded data were derived.
 BL0856
 BL0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ657278(NAD 83)
 BL0856_MARKER: DB = BENCH MARK DISK
 BL0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0856_STAMPING: X 977 1947
 BL0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0856+STABILITY: SURFACE MOTION
 BL0856
 BL0856  HISTORY     - Date     Condition        Report By
 BL0856  HISTORY     - 1947     MONUMENTED       CGS
 BL0856
 BL0856                          STATION DESCRIPTION
 BL0856
 BL0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0856'5.05 MI W FROM TRINITY.
 BL0856'5.05 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL0856'TRINITY, 0.2 MILE WEST OF A WOODEN BRIDGE OVER CHAIK CREEK, AT THE TOP
 BL0856'OF A HILL, 100.0 FEET SOUTHEAST OF A CURVE IN THE ROAD, 48.5 FEET WEST
 BL0856'OF A TWIN TRUNK PINE TREE, 38.0 FEET NORTH OF THE CENTER OF THE ROAD,
 BL0856'2.0 FEET WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET
 BL0856'ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1897 ***********************************************************************
 BY1897  DESIGNATION -  X 978
 BY1897  PID         -  BY1897
 BY1897  STATE/COUNTY-  TX/HOUSTON
 BY1897  USGS QUAD   -  AUSTONIO (1972)
 BY1897
 BY1897                         *CURRENT SURVEY CONTROL
 BY1897  ___________________________________________________________________
 BY1897* NAD 83(1986)-  31 13 08.     (N)    095 38 21.     (W)     SCALED    
 BY1897* NAVD 88     -        97.61   (+/-2cm)     320.2    (feet)  VERTCON   
 BY1897  ___________________________________________________________________
 BY1897  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1897
 BY1897  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1897
 BY1897.The horizontal coordinates were scaled from a topographic map and have
 BY1897.an estimated accuracy of +/- 6 seconds.
 BY1897
 BY1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1897.The vertical order pertains to the NGVD 29 superseded value.
 BY1897
 BY1897.The geoid height was determined by GEOID03.
 BY1897
 BY1897;                    North         East    Units  Estimated Accuracy
 BY1897;SPC TX C     - 3,181,510.    1,147,100.      MT  (+/- 180 meters Scaled)
 BY1897
 BY1897                          SUPERSEDED SURVEY CONTROL
 BY1897
 BY1897  NGVD 29 (??/??/92)   97.618  (m)          320.27   (f) ADJ UNCH    2 0
 BY1897
 BY1897.Superseded values are not recommended for survey control.
 BY1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1897.See file dsdata.txt to determine how the superseded data were derived.
 BY1897
 BY1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ485568(NAD 83)
 BY1897_MARKER: DB = BENCH MARK DISK
 BY1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1897_STAMPING: X 978 1947
 BY1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1897+STABILITY: SURFACE MOTION
 BY1897
 BY1897  HISTORY     - Date     Condition        Report By
 BY1897  HISTORY     - 1947     MONUMENTED       CGS
 BY1897
 BY1897                          STATION DESCRIPTION
 BY1897
 BY1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1897'4.5 MI SW FROM PORTER SPRINGS.
 BY1897'2.3 MILES SOUTHWEST ALONG A GRAVEL AND DIRT ROAD AND 0.6 MILE SOUTH,
 BY1897'0.5 MILE SOUTHWEST AND 1.1 MILE SOUTH ALONG A DIRT ROAD FROM THE
 BY1897'PORTER SPRINGS SCHOOL AT PORTER SPRINGS, AT THE JUNCTION OF A
 BY1897'NORTHEAST-SOUTHWEST GRAVEL AND DIRT ROAD, 86.0 FEET NORTHWEST OF THE
 BY1897'CENTER OF THE NORTHEAST-SOUTHWEST ROAD, 28.5 FEET WEST OF THE CENTER
 BY1897'OF THE NORTH-SOUTH DIRT ROAD, 2.3 FEET SOUTH OF A REFERENCE POST, SET
 BY1897'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 BY1897'0.1 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 2.2 MILES NORTHEAST ALONG
 BY1897'STATE HIGHWAY NO.21 AND 0.9 MILE NORTHWEST AND 0.65 MILE SOUTHWEST
 BY1897'ALONG A GRAVEL AND DIRT ROAD FROM THE AUSTONIO HIGH SCHOOL AT
 BY1897'AUSTONIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1736 ***********************************************************************
 BL1736  DESIGNATION -  X 979
 BL1736  PID         -  BL1736
 BL1736  STATE/COUNTY-  TX/MADISON
 BL1736  USGS QUAD   -  BAKER LAKE (1972)
 BL1736
 BL1736                         *CURRENT SURVEY CONTROL
 BL1736  ___________________________________________________________________
 BL1736* NAD 83(1986)-  30 58 10.     (N)    095 40 56.     (W)     SCALED    
 BL1736* NAVD 88     -        46.40   (+/-2cm)     152.2    (feet)  VERTCON   
 BL1736  ___________________________________________________________________
 BL1736  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BL1736
 BL1736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1736
 BL1736.The horizontal coordinates were scaled from a topographic map and have
 BL1736.an estimated accuracy of +/- 6 seconds.
 BL1736
 BL1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1736.The vertical order pertains to the NGVD 29 superseded value.
 BL1736
 BL1736.The geoid height was determined by GEOID03.
 BL1736
 BL1736;                    North         East    Units  Estimated Accuracy
 BL1736;SPC TX C     - 3,153,710.    1,144,160.      MT  (+/- 180 meters Scaled)
 BL1736
 BL1736                          SUPERSEDED SURVEY CONTROL
 BL1736
 BL1736  NGVD 29 (??/??/92)   46.402  (m)          152.24   (f) ADJ UNCH    2 0
 BL1736
 BL1736.Superseded values are not recommended for survey control.
 BL1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1736.See file dsdata.txt to determine how the superseded data were derived.
 BL1736
 BL1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ438293(NAD 83)
 BL1736_MARKER: DB = BENCH MARK DISK
 BL1736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1736_SP_SET: CONCRETE BLOCK
 BL1736_STAMPING: X 79 1947
 BL1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1736
 BL1736  HISTORY     - Date     Condition        Report By
 BL1736  HISTORY     - 1947     MONUMENTED       CGS
 BL1736  HISTORY     - 1962     GOOD             USGS
 BL1736  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1736
 BL1736                          STATION DESCRIPTION
 BL1736
 BL1736'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BL1736'7.25 MI SE FROM MIDWAY.
 BL1736'5.4 MI. SE ALONG A FARM MARKET ROAD FROM P.O. AT MIDWAY, THENCE 1.85
 BL1736'MI EASTERLY ALONG A DIRT ROAD, 255 FT. N OF C OF E-W ROAD, 100 FT E OF
 BL1736'GROUP OF TREES, ON TOP OF A SMALL SANDY KNOLL, A BRONZE DISK SET IN
 BL1736'THE TOP OF A 3X8 1/2 FT. CONCRETE BLOCK.
 BL1736
 BL1736                          STATION RECOVERY (1996)
 BL1736
 BL1736'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0985 ***********************************************************************
 BY0985  DESIGNATION -  X 98
 BY0985  PID         -  BY0985
 BY0985  STATE/COUNTY-  TX/ANGELINA
 BY0985  USGS QUAD   -  HUNTINGTON (1980)
 BY0985
 BY0985                         *CURRENT SURVEY CONTROL
 BY0985  ___________________________________________________________________
 BY0985* NAD 83(1986)-  31 18 42.     (N)    094 36 08.     (W)     SCALED    
 BY0985* NAVD 88     -        89.23   (+/-2cm)     292.7    (feet)  VERTCON   
 BY0985  ___________________________________________________________________
 BY0985  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0985
 BY0985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0985
 BY0985.The horizontal coordinates were scaled from a topographic map and have
 BY0985.an estimated accuracy of +/- 6 seconds.
 BY0985
 BY0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0985.The vertical order pertains to the NGVD 29 superseded value.
 BY0985
 BY0985.The geoid height was determined by GEOID03.
 BY0985
 BY0985;                    North         East    Units  Estimated Accuracy
 BY0985;SPC TX C     - 3,196,410.    1,245,260.      MT  (+/- 180 meters Scaled)
 BY0985
 BY0985                          SUPERSEDED SURVEY CONTROL
 BY0985
 BY0985  NGVD 29 (??/??/92)   89.272  (m)          292.89   (f) ADJ UNCH    2 0
 BY0985
 BY0985.Superseded values are not recommended for survey control.
 BY0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0985.See file dsdata.txt to determine how the superseded data were derived.
 BY0985
 BY0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ475652(NAD 83)
 BY0985_MARKER: DB = BENCH MARK DISK
 BY0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0985_STAMPING: X 98 1952
 BY0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0985+STABILITY: SURFACE MOTION
 BY0985
 BY0985  HISTORY     - Date     Condition        Report By
 BY0985  HISTORY     - 1952     MONUMENTED       CGS
 BY0985
 BY0985                          STATION DESCRIPTION
 BY0985
 BY0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0985'2.85 MI NW FROM HUNTINGTON.
 BY0985'2.85 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0985'STATION AT HUNTINGTON, AT A ROAD CROSSING, 92 FEET SOUTHEAST OF THE
 BY0985'CENTER LINE OF A DIRT ROAD, 37.5 FEET EAST OF THE EAST RAIL, 9.8 FEET
 BY0985'WEST OF A FENCE, 5.7 FEET NORTH OF A TELEPHONE POLE, IN LINE WITH A
 BY0985'ROW OF POLES, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BY0985'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1018 ***********************************************************************
 BL1018  DESIGNATION -  X 981
 BL1018  PID         -  BL1018
 BL1018  STATE/COUNTY-  TX/SAN JACINTO
 BL1018  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1018
 BL1018                         *CURRENT SURVEY CONTROL
 BL1018  ___________________________________________________________________
 BL1018* NAD 83(1986)-  30 43 48.     (N)    095 11 50.     (W)     SCALED    
 BL1018* NAVD 88     -        37.16   (+/-2cm)     121.9    (feet)  VERTCON   
 BL1018  ___________________________________________________________________
 BL1018  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BL1018
 BL1018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1018
 BL1018.The horizontal coordinates were scaled from a topographic map and have
 BL1018.an estimated accuracy of +/- 6 seconds.
 BL1018
 BL1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1018.The vertical order pertains to the NGVD 29 superseded value.
 BL1018
 BL1018.The geoid height was determined by GEOID03.
 BL1018
 BL1018;                    North         East    Units  Estimated Accuracy
 BL1018;SPC TX C     - 3,129,230.    1,191,670.      MT  (+/- 180 meters Scaled)
 BL1018
 BL1018                          SUPERSEDED SURVEY CONTROL
 BL1018
 BL1018  NGVD 29 (??/??/92)   37.180  (m)          121.98   (f) ADJ UNCH    2 0
 BL1018
 BL1018.Superseded values are not recommended for survey control.
 BL1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1018.See file dsdata.txt to determine how the superseded data were derived.
 BL1018
 BL1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ896017(NAD 83)
 BL1018_MARKER: DB = BENCH MARK DISK
 BL1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1018_SP_SET: BRIDGE ABUTMENT
 BL1018_STAMPING: X 981 1947
 BL1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1018
 BL1018  HISTORY     - Date     Condition        Report By
 BL1018  HISTORY     - 1947     MONUMENTED       CGS
 BL1018
 BL1018                          STATION DESCRIPTION
 BL1018
 BL1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1018'1.4 MI SE FROM POINT BLANK.
 BL1018'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE AT
 BL1018'POINT BLANK, 13.4 FEET NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF
 BL1018'THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 BL1018'CONCRETE ABUTMENT OF A STEEL BRIDGE OVER CLEAR BRANCH, 4.3 FEET
 BL1018'SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1099 ***********************************************************************
 BL1099  DESIGNATION -  X 982
 BL1099  PID         -  BL1099
 BL1099  STATE/COUNTY-  TX/SAN JACINTO
 BL1099  USGS QUAD   -  OAKHURST (1972)
 BL1099
 BL1099                         *CURRENT SURVEY CONTROL
 BL1099  ___________________________________________________________________
 BL1099* NAD 83(1986)-  30 38 48.     (N)    095 20 43.     (W)     SCALED    
 BL1099* NAVD 88     -       112.82   (+/-2cm)     370.1    (feet)  VERTCON   
 BL1099  ___________________________________________________________________
 BL1099  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1099
 BL1099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1099
 BL1099.The horizontal coordinates were scaled from a topographic map and have
 BL1099.an estimated accuracy of +/- 6 seconds.
 BL1099
 BL1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1099.The vertical order pertains to the NGVD 29 superseded value.
 BL1099
 BL1099.The geoid height was determined by GEOID03.
 BL1099
 BL1099;                    North         East    Units  Estimated Accuracy
 BL1099;SPC TX C     - 3,119,360.    1,177,920.      MT  (+/- 180 meters Scaled)
 BL1099
 BL1099                          SUPERSEDED SURVEY CONTROL
 BL1099
 BL1099  NGVD 29 (??/??/92)  112.831  (m)          370.18   (f) ADJ UNCH    2 0
 BL1099
 BL1099.Superseded values are not recommended for survey control.
 BL1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1099.See file dsdata.txt to determine how the superseded data were derived.
 BL1099
 BL1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP752927(NAD 83)
 BL1099_MARKER: DB = BENCH MARK DISK
 BL1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1099_STAMPING: X 982 1947
 BL1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1099+STABILITY: SURFACE MOTION
 BL1099
 BL1099  HISTORY     - Date     Condition        Report By
 BL1099  HISTORY     - 1947     MONUMENTED       CGS
 BL1099
 BL1099                          STATION DESCRIPTION
 BL1099
 BL1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1099'8.7 MI SE FROM PHELPS.
 BL1099'1.6 MILES EAST ALONG A GRADED DIRT ROAD FROM THE INTERNATIONAL AND
 BL1099'GREAT NORTHERN RAILROAD STATION AT PHELPS TO A ROAD FORKS, THENCE 3.7
 BL1099'MILES EAST ALONG THE RIGHT FORK TO A JUNCTION WITH SAM HOUSTON
 BL1099'NATIONAL FOREST ROAD 202, THENCE 3.4 MILES SOUTH ALONG SAM HOUSTON
 BL1099'NATIONAL FOREST ROAD 202 TO A JUNCTION WITH SAM HOUSTON NATIONAL
 BL1099'FOREST ROAD 200, 77.0 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 BL1099'SAM HOUSTON NATIONAL FOREST ROAD 200, 52.0 FEET NORTH OF THE NORTHWEST
 BL1099'END OF A CONCRETE TILE CULVERT, 26.0 FEET NORTHEAST OF AND LEVEL WITH
 BL1099'THE CENTER LINE OF SAM HOUSTON NATIONAL FOREST ROAD 202, 19.0 FEET
 BL1099'WEST OF A 24 INCH OAK TREE, 3.0 FEET NORTH OF A WITNESS POST, SET IN
 BL1099'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1766 ***********************************************************************
 BL1766  DESIGNATION -  X 983
 BL1766  PID         -  BL1766
 BL1766  STATE/COUNTY-  TX/WALKER
 BL1766  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1766
 BL1766                         *CURRENT SURVEY CONTROL
 BL1766  ___________________________________________________________________
 BL1766* NAD 83(1986)-  30 52 13.     (N)    095 39 48.     (W)     SCALED    
 BL1766* NAVD 88     -        65.79   (+/-2cm)     215.8    (feet)  VERTCON   
 BL1766  ___________________________________________________________________
 BL1766  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BL1766
 BL1766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1766
 BL1766.The horizontal coordinates were scaled from a topographic map and have
 BL1766.an estimated accuracy of +/- 6 seconds.
 BL1766
 BL1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1766.The vertical order pertains to the NGVD 29 superseded value.
 BL1766
 BL1766.The geoid height was determined by GEOID03.
 BL1766
 BL1766;                    North         East    Units  Estimated Accuracy
 BL1766;SPC TX C     - 3,142,800.    1,146,430.      MT  (+/- 180 meters Scaled)
 BL1766
 BL1766                          SUPERSEDED SURVEY CONTROL
 BL1766
 BL1766  NGVD 29 (??/??/92)   65.788  (m)          215.84   (f) ADJ UNCH    2 0
 BL1766
 BL1766.Superseded values are not recommended for survey control.
 BL1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1766.See file dsdata.txt to determine how the superseded data were derived.
 BL1766
 BL1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ453182(NAD 83)
 BL1766_MARKER: DB = BENCH MARK DISK
 BL1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1766_STAMPING: X 983 1947
 BL1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1766+STABILITY: SURFACE MOTION
 BL1766
 BL1766  HISTORY     - Date     Condition        Report By
 BL1766  HISTORY     - 1947     MONUMENTED       CGS
 BL1766  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL1766  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1766
 BL1766                          STATION DESCRIPTION
 BL1766
 BL1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1766'12.5 MI SE FROM MIDWAY.
 BL1766'12.5 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1766'AT MIDWAY, AT THE JUNCTION OF A DIRT ROAD LEADING WEST, 180 FEET
 BL1766'NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE TWO ROADS, 49
 BL1766'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 47 FEET
 BL1766'SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 2 FEET NORTHWEST OF A
 BL1766'4X4 MARKER POST, SET IN A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BL1766'THE GROUND.
 BL1766
 BL1766                          STATION RECOVERY (1961)
 BL1766
 BL1766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL1766'MARK NOT FOUND.
 BL1766
 BL1766                          STATION RECOVERY (1996)
 BL1766
 BL1766'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0432 ***********************************************************************
 BZ0432  DESIGNATION -  X 985
 BZ0432  PID         -  BZ0432
 BZ0432  STATE/COUNTY-  TX/LEON
 BZ0432  USGS QUAD   -  NORMANGEE (1982)
 BZ0432
 BZ0432                         *CURRENT SURVEY CONTROL
 BZ0432  ___________________________________________________________________
 BZ0432* NAD 83(1986)-  31 02 29.     (N)    096 06 40.     (W)     SCALED    
 BZ0432* NAVD 88     -       117.69   (+/-2cm)     386.1    (feet)  VERTCON   
 BZ0432  ___________________________________________________________________
 BZ0432  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BZ0432
 BZ0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0432
 BZ0432.The horizontal coordinates were scaled from a topographic map and have
 BZ0432.an estimated accuracy of +/- 6 seconds.
 BZ0432
 BZ0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0432.The vertical order pertains to the NGVD 29 superseded value.
 BZ0432
 BZ0432.The geoid height was determined by GEOID03.
 BZ0432
 BZ0432;                    North         East    Units  Estimated Accuracy
 BZ0432;SPC TX C     - 3,160,040.    1,102,920.      MT  (+/- 180 meters Scaled)
 BZ0432
 BZ0432                          SUPERSEDED SURVEY CONTROL
 BZ0432
 BZ0432  NGVD 29 (??/??/92)  117.666  (m)          386.04   (f) ADJ UNCH    2 0
 BZ0432
 BZ0432.Superseded values are not recommended for survey control.
 BZ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0432.See file dsdata.txt to determine how the superseded data were derived.
 BZ0432
 BZ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV757377(NAD 83)
 BZ0432_MARKER: DB = BENCH MARK DISK
 BZ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0432_STAMPING: X 985 1947
 BZ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0432+STABILITY: SURFACE MOTION
 BZ0432
 BZ0432  HISTORY     - Date     Condition        Report By
 BZ0432  HISTORY     - 1947     MONUMENTED       CGS
 BZ0432
 BZ0432                          STATION DESCRIPTION
 BZ0432
 BZ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0432'0.8 MI N FROM NORMANGEE.
 BZ0432'ABOUT 0.8 MILE NORTH ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM
 BZ0432'THE STATION AT NORMANGEE TO THE SITE OF THE BENCH MARK.  THE MARK IS
 BZ0432'ABOUT 14 POLES NORTH OF MILEPOST 160, ABOUT 7 POLES EAST OF RAILWAY
 BZ0432'BRIDGE 160.57, 72 FEET WEST OF AND 4 FEET LOWER THAN THE CENTER LINE
 BZ0432'OF THE TRACK, 55 FEET NORTH OF THE NORTH END OF A STEEL GATE AT A
 BZ0432'FARMERS PRIVATE ROAD CROSSING, 34 FEET WEST OF A POLE, 27 FEET SOUTH
 BZ0432'OF THE EAST END OF A WIRE GATE, 2 FEET EAST OF A FENCE, AND 2 FEET
 BZ0432'NORTH OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 BZ0432'CONCRETE POST AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1073 ***********************************************************************
 BL1073  DESIGNATION -  X 986
 BL1073  PID         -  BL1073
 BL1073  STATE/COUNTY-  TX/POLK
 BL1073  USGS QUAD   -  BLANCHARD (1972)
 BL1073
 BL1073                         *CURRENT SURVEY CONTROL
 BL1073  ___________________________________________________________________
 BL1073* NAD 83(1986)-  30 42 27.     (N)    095 04 07.     (W)     SCALED    
 BL1073* NAVD 88     -        48.13   (+/-2cm)     157.9    (feet)  VERTCON   
 BL1073  ___________________________________________________________________
 BL1073  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1073
 BL1073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1073
 BL1073.The horizontal coordinates were scaled from a topographic map and have
 BL1073.an estimated accuracy of +/- 6 seconds.
 BL1073
 BL1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1073.The vertical order pertains to the NGVD 29 superseded value.
 BL1073
 BL1073.The geoid height was determined by GEOID03.
 BL1073
 BL1073;                    North         East    Units  Estimated Accuracy
 BL1073;SPC TX C     - 3,127,310.    1,204,090.      MT  (+/- 180 meters Scaled)
 BL1073
 BL1073                          SUPERSEDED SURVEY CONTROL
 BL1073
 BL1073  NGVD 29 (??/??/92)   48.152  (m)          157.98   (f) ADJ UNCH    2 0
 BL1073
 BL1073.Superseded values are not recommended for survey control.
 BL1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1073.See file dsdata.txt to determine how the superseded data were derived.
 BL1073
 BL1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP018990(NAD 83)
 BL1073_MARKER: DB = BENCH MARK DISK
 BL1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1073_STAMPING: X 986 1947
 BL1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1073+STABILITY: SURFACE MOTION
 BL1073
 BL1073  HISTORY     - Date     Condition        Report By
 BL1073  HISTORY     - 1947     MONUMENTED       CGS
 BL1073  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL1073
 BL1073                          STATION DESCRIPTION
 BL1073
 BL1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1073'2.7 MI S FROM BLANCHARD.
 BL1073'0.2 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL1073'BLANCHARD, THENCE 2.5 MILES SOUTH ALONG A GRADED DIRT ROAD, AT THE
 BL1073'INTERSECTION OF TWO GRADED DIRT ROADS, 83.8 FEET WEST OF A FENCE
 BL1073'CORNER, 44.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING
 BL1073'SOUTH, 36.0 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD,
 BL1073'1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BL1073'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 BL1073
 BL1073                          STATION RECOVERY (1997)
 BL1073
 BL1073'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0888 ***********************************************************************
 BL0888  DESIGNATION -  X 988
 BL0888  PID         -  BL0888
 BL0888  STATE/COUNTY-  TX/POLK
 BL0888  USGS QUAD   -  BLANCHARD (1972)
 BL0888
 BL0888                         *CURRENT SURVEY CONTROL
 BL0888  ___________________________________________________________________
 BL0888* NAD 83(1986)-  30 44 55.     (N)    095 03 39.     (W)     SCALED    
 BL0888* NAVD 88     -        45.22   (+/-2cm)     148.4    (feet)  VERTCON   
 BL0888  ___________________________________________________________________
 BL0888  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL0888
 BL0888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0888
 BL0888.The horizontal coordinates were scaled from a topographic map and have
 BL0888.an estimated accuracy of +/- 6 seconds.
 BL0888
 BL0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0888.The vertical order pertains to the NGVD 29 superseded value.
 BL0888
 BL0888.The geoid height was determined by GEOID03.
 BL0888
 BL0888;                    North         East    Units  Estimated Accuracy
 BL0888;SPC TX C     - 3,131,900.    1,204,620.      MT  (+/- 180 meters Scaled)
 BL0888
 BL0888                          SUPERSEDED SURVEY CONTROL
 BL0888
 BL0888  NGVD 29 (??/??/92)   45.236  (m)          148.41   (f) ADJ UNCH    2 0
 BL0888
 BL0888.Superseded values are not recommended for survey control.
 BL0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0888.See file dsdata.txt to determine how the superseded data were derived.
 BL0888
 BL0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ027035(NAD 83)
 BL0888_MARKER: DB = BENCH MARK DISK
 BL0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0888_SP_SET: PINE TREE
 BL0888_STAMPING: X 988 1947
 BL0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0888
 BL0888  HISTORY     - Date     Condition        Report By
 BL0888  HISTORY     - 1947     MONUMENTED       CGS
 BL0888  HISTORY     - 1960     GOOD             USGS
 BL0888  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0888
 BL0888                          STATION DESCRIPTION
 BL0888
 BL0888'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BL0888'1 MI NW FROM BLANCHARD.
 BL0888'FROM THE GENERAL STORE AT BLANCHARD, 1 MILE NORTHWEST ALONG A GRADED
 BL0888'DIRT ROAD, FORMERLY AN OLD RAILROAD GRADE OF A DISMANTLED TRACK OF THE
 BL0888'WACO, BEAUMONT, TRINITY AND SABINE RAILROAD, 150 FEET SOUTHEAST OF A
 BL0888'SHARP BEND TO THE WEST IN THE ROAD AND WHERE IT FORKS OFF AND LEAVES
 BL0888'THE OLD RAILROAD GRADE, 115 FEET SOUTHEAST OF A CULVERT UNDER THE
 BL0888'ROAD, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 85 FEET
 BL0888'SOUTHWEST OF AND DIRECTLY ACROSS THE ROAD CUT FROM BM U988, 13 FEET
 BL0888'ABOVE THE LEVEL OF THE ROAD, SET VERTICALLY IN THE WEST FACE OF AN 18
 BL0888'INCH PINE TREE, 3.1 FEET ABOVE THE GROUND.
 BL0888
 BL0888                          STATION RECOVERY (1997)
 BL0888
 BL0888'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0846 ***********************************************************************
 BL0846  DESIGNATION -  X 989
 BL0846  PID         -  BL0846
 BL0846  STATE/COUNTY-  TX/WALKER
 BL0846  USGS QUAD   -  PHELPS (1976)
 BL0846
 BL0846                         *CURRENT SURVEY CONTROL
 BL0846  ___________________________________________________________________
 BL0846* NAD 83(1986)-  30 42 19.     (N)    095 29 46.     (W)     SCALED    
 BL0846* NAVD 88     -       115.51   (+/-2cm)     379.0    (feet)  VERTCON   
 BL0846  ___________________________________________________________________
 BL0846  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BL0846
 BL0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0846
 BL0846.The horizontal coordinates were scaled from a topographic map and have
 BL0846.an estimated accuracy of +/- 6 seconds.
 BL0846
 BL0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0846.The vertical order pertains to the NGVD 29 superseded value.
 BL0846
 BL0846.The geoid height was determined by GEOID03.
 BL0846
 BL0846;                    North         East    Units  Estimated Accuracy
 BL0846;SPC TX C     - 3,125,210.    1,163,200.      MT  (+/- 180 meters Scaled)
 BL0846
 BL0846                          SUPERSEDED SURVEY CONTROL
 BL0846
 BL0846  NGVD 29 (??/??/92)  115.52   (m)          379.0    (f) COMPUTED    2 0
 BL0846
 BL0846.Superseded values are not recommended for survey control.
 BL0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0846.See file dsdata.txt to determine how the superseded data were derived.
 BL0846
 BL0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP609996(NAD 83)
 BL0846_MARKER: DB = BENCH MARK DISK
 BL0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0846_STAMPING: X 989 1947
 BL0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0846+STABILITY: SURFACE MOTION
 BL0846
 BL0846  HISTORY     - Date     Condition        Report By
 BL0846  HISTORY     - 1947     MONUMENTED       CGS
 BL0846
 BL0846                          STATION DESCRIPTION
 BL0846
 BL0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0846'3.5 MI W FROM PHELPS.
 BL0846'ABOUT 3.5 MILES WEST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 BL0846'FROM THE STATION AT PHELPS TO THE SITE OF THE BENCH MARK.  THE MARK IS
 BL0846'ABOUT 5 POLES WEST OF MILEPOST 3-10, ABOUT 194 YARDS EAST OF RAILWAY
 BL0846'BRIDGE 36, 51 FEET NORTH OF THE CENTER LINE OF A ROAD, 30 FEET SOUTH
 BL0846'OF AND LEVEL WITH THE CENTER LINE OF THE TRACK, 15 FEET NORTHEAST OF A
 BL0846'16 INCH PINE TREE, AND 3 FEET WEST OF A 4X4 MARKER POST. A BRONZE DISK
 BL0846'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 4 INCHES ABOVE THE
 BL0846'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0425 ***********************************************************************
 BY0425  DESIGNATION -  X 99
 BY0425  PID         -  BY0425
 BY0425  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0425  USGS QUAD   -  VEACH (1984)
 BY0425
 BY0425                         *CURRENT SURVEY CONTROL
 BY0425  ___________________________________________________________________
 BY0425* NAD 83(1986)-  31 09 59.     (N)    094 07 37.     (W)     SCALED    
 BY0425* NAVD 88     -        82.27   (+/-2cm)     269.9    (feet)  VERTCON   
 BY0425  ___________________________________________________________________
 BY0425  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BY0425
 BY0425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0425
 BY0425.The horizontal coordinates were scaled from a topographic map and have
 BY0425.an estimated accuracy of +/- 6 seconds.
 BY0425
 BY0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0425.The vertical order pertains to the NGVD 29 superseded value.
 BY0425
 BY0425.The geoid height was determined by GEOID03.
 BY0425
 BY0425;                    North         East    Units  Estimated Accuracy
 BY0425;SPC TX C     - 3,182,750.    1,291,330.      MT  (+/- 180 meters Scaled)
 BY0425
 BY0425                          SUPERSEDED SURVEY CONTROL
 BY0425
 BY0425  NGVD 29 (??/??/92)   82.280  (m)          269.95   (f) ADJ UNCH    2 0
 BY0425
 BY0425.Superseded values are not recommended for survey control.
 BY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0425.See file dsdata.txt to determine how the superseded data were derived.
 BY0425
 BY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ925485(NAD 83)
 BY0425_MARKER: DB = BENCH MARK DISK
 BY0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0425_STAMPING: X 99 1952
 BY0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0425+STABILITY: SURFACE MOTION
 BY0425
 BY0425  HISTORY     - Date     Condition        Report By
 BY0425  HISTORY     - 1952     MONUMENTED       CGS
 BY0425
 BY0425                          STATION DESCRIPTION
 BY0425
 BY0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0425'10.3 MI NW FROM BROOKELAND.
 BY0425'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0425'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0425'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 3.7 MILES
 BY0425'NORTHWEST ALONG FOREST ROAD 304, 1.0 MILE SOUTHEAST OF THE HIGH POINT
 BY0425'LOOKOUT TOWER, 0.3 MILE SOUTHEAST OF A GRADED DIRT ROAD LEADING
 BY0425'NORTHEAST AND A WOODS ROAD LEADING SOUTHWEST, ON TOP OF A HILL, 48
 BY0425'FEET NORTHEAST OF THE CENTER LINE OF THE FOREST ROAD, 12 FEET
 BY0425'NORTHWEST OF THE CENTER LINE OF A DIM WOODS ROAD LEADING NORTHEAST,
 BY0425'1.3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0425'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0925 ***********************************************************************
 CR0925  DESIGNATION -  X 990 RESET 1955
 CR0925  PID         -  CR0925
 CR0925  STATE/COUNTY-  TX/VAN ZANDT
 CR0925  USGS QUAD   -  VAN LAKE (1981)
 CR0925
 CR0925                         *CURRENT SURVEY CONTROL
 CR0925  ___________________________________________________________________
 CR0925* NAD 83(1986)-  32 31 27.     (N)    095 36 49.     (W)     SCALED    
 CR0925* NAVD 88     -       157.64   (+/-2cm)     517.2    (feet)  VERTCON   
 CR0925  ___________________________________________________________________
 CR0925  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CR0925
 CR0925  VERT ORDER  -  THIRD (See Below)
 CR0925
 CR0925.The horizontal coordinates were scaled from a topographic map and have
 CR0925.an estimated accuracy of +/- 6 seconds.
 CR0925
 CR0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0925.The vertical order pertains to the NGVD 29 superseded value.
 CR0925
 CR0925.The geoid height was determined by GEOID03.
 CR0925
 CR0925;                    North         East    Units  Estimated Accuracy
 CR0925;SPC TXNC     - 2,098,810.      871,120.      MT  (+/- 180 meters Scaled)
 CR0925
 CR0925                          SUPERSEDED SURVEY CONTROL
 CR0925
 CR0925  NGVD 29 (??/??/??)  157.66   (m)          517.3    (f) RESET       3  
 CR0925
 CR0925.Superseded values are not recommended for survey control.
 CR0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0925.See file dsdata.txt to determine how the superseded data were derived.
 CR0925
 CR0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS545015(NAD 83)
 CR0925_MARKER: DB = BENCH MARK DISK
 CR0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0925_STAMPING: X 990 1955
 CR0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0925+STABILITY: SURFACE MOTION
 CR0925
 CR0925  HISTORY     - Date     Condition        Report By
 CR0925  HISTORY     - 1955     MONUMENTED       CGS
 CR0925  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0925  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0925
 CR0925                          STATION DESCRIPTION
 CR0925
 CR0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR0925'1.0 MI E FROM VAN.
 CR0925'1.0 MILE EAST OF THE HIGH SCHOOL IN VAN, ALONG STATE HIGHWAY 110, IN
 CR0925'THE SOUTH RIGHT-OF-WAY FENCE, 26 FEET WEST OF A FENCE CORNER AND 70
 CR0925'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE.  A STANDARD
 CR0925'DISK IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
 CR0925
 CR0925                          STATION RECOVERY (1995)
 CR0925
 CR0925'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0925'MARK NOT FOUND.
 CR0925
 CR0925                          STATION RECOVERY (2004)
 CR0925
 CR0925'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0903 ***********************************************************************
 CR0903  DESIGNATION -  X 991
 CR0903  PID         -  CR0903
 CR0903  STATE/COUNTY-  TX/SMITH
 CR0903  USGS QUAD   -  VAN LAKE (1981)
 CR0903
 CR0903                         *CURRENT SURVEY CONTROL
 CR0903  ___________________________________________________________________
 CR0903* NAD 83(1986)-  32 30 35.     (N)    095 32 10.     (W)     SCALED    
 CR0903* NAVD 88     -       161.159  (meters)     528.74   (feet)  ADJUSTED  
 CR0903  ___________________________________________________________________
 CR0903  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0903  DYNAMIC HT  -         160.973 (meters)     528.13  (feet)  COMP
 CR0903  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 CR0903
 CR0903  VERT ORDER  -  SECOND    CLASS 0
 CR0903
 CR0903.The horizontal coordinates were scaled from a topographic map and have
 CR0903.an estimated accuracy of +/- 6 seconds.
 CR0903
 CR0903.The orthometric height was determined by differential leveling
 CR0903.and adjusted by the National Geodetic Survey in June 1991..
 CR0903
 CR0903.The geoid height was determined by GEOID03.
 CR0903
 CR0903.The dynamic height is computed by dividing the NAVD 88
 CR0903.geopotential number by the normal gravity value computed on the
 CR0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0903.degrees latitude (g = 980.6199 gals.).
 CR0903
 CR0903.The modeled gravity was interpolated from observed gravity values.
 CR0903
 CR0903;                    North         East    Units  Estimated Accuracy
 CR0903;SPC TXNC     - 2,097,420.      878,450.      MT  (+/- 180 meters Scaled)
 CR0903
 CR0903                          SUPERSEDED SURVEY CONTROL
 CR0903
 CR0903  NGVD 29 (??/??/92)  161.181  (m)          528.81   (f) ADJ UNCH    2 0
 CR0903
 CR0903.Superseded values are not recommended for survey control.
 CR0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0903.See file dsdata.txt to determine how the superseded data were derived.
 CR0903
 CR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR617997(NAD 83)
 CR0903_MARKER: DB = BENCH MARK DISK
 CR0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0903_STAMPING: X 991 1948
 CR0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0903+STABILITY: SURFACE MOTION
 CR0903
 CR0903  HISTORY     - Date     Condition        Report By
 CR0903  HISTORY     - 1948     MONUMENTED       CGS
 CR0903  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0903  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0903
 CR0903                          STATION DESCRIPTION
 CR0903
 CR0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0903'1.2 MI S FROM GARDEN VALLEY.
 CR0903'1.2 MILES SOUTH ALONG STATE HIGHWAY 110 FROM THE POST OFFICE AT GARDEN
 CR0903'VALLEY, ON TOP OF A RISE, 0.25 MILE SOUTH OF A ROAD JUNCTION WITH A
 CR0903'DIRT ROAD LEADING WEST, 100.0 FEET NORTHWEST OF THE NORTHWEST END OF A
 CR0903'WIRE GATE, 40.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.4
 CR0903'FEET NORTH OF A TELEPHONE POLE, 3.9 FEET SOUTHEAST OF A REFERENCE
 CR0903'POST, 0.5 FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 CR0903'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0903
 CR0903                          STATION RECOVERY (1996)
 CR0903
 CR0903'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0903'MARK NOT FOUND.
 CR0903
 CR0903                          STATION RECOVERY (2004)
 CR0903
 CR0903'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1013 ***********************************************************************
 CR1013  DESIGNATION -  X 992
 CR1013  PID         -  CR1013
 CR1013  STATE/COUNTY-  TX/VAN ZANDT
 CR1013  USGS QUAD   -  CANTON (1981)
 CR1013
 CR1013                         *CURRENT SURVEY CONTROL
 CR1013  ___________________________________________________________________
 CR1013* NAD 83(1986)-  32 35 46.     (N)    095 51 05.     (W)     SCALED    
 CR1013* NAVD 88     -       137.010  (meters)     449.51   (feet)  ADJUSTED  
 CR1013  ___________________________________________________________________
 CR1013  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CR1013  DYNAMIC HT  -         136.853 (meters)     448.99  (feet)  COMP
 CR1013  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 CR1013
 CR1013  VERT ORDER  -  SECOND    CLASS 0
 CR1013
 CR1013.The horizontal coordinates were scaled from a topographic map and have
 CR1013.an estimated accuracy of +/- 6 seconds.
 CR1013
 CR1013.The orthometric height was determined by differential leveling
 CR1013.and adjusted by the National Geodetic Survey in June 1991..
 CR1013
 CR1013.The geoid height was determined by GEOID03.
 CR1013
 CR1013.The dynamic height is computed by dividing the NAVD 88
 CR1013.geopotential number by the normal gravity value computed on the
 CR1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1013.degrees latitude (g = 980.6199 gals.).
 CR1013
 CR1013.The modeled gravity was interpolated from observed gravity values.
 CR1013
 CR1013;                    North         East    Units  Estimated Accuracy
 CR1013;SPC TXNC     - 2,106,200.      848,590.      MT  (+/- 180 meters Scaled)
 CR1013
 CR1013                          SUPERSEDED SURVEY CONTROL
 CR1013
 CR1013  NGVD 29 (??/??/92)  137.023  (m)          449.55   (f) ADJ UNCH    2 0
 CR1013
 CR1013.Superseded values are not recommended for survey control.
 CR1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1013.See file dsdata.txt to determine how the superseded data were derived.
 CR1013
 CR1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS323101(NAD 83)
 CR1013_MARKER: DB = BENCH MARK DISK
 CR1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR1013_SP_SET: BRIDGE
 CR1013_STAMPING: X 992 1948
 CR1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1013
 CR1013  HISTORY     - Date     Condition        Report By
 CR1013  HISTORY     - 1948     MONUMENTED       CGS
 CR1013  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR1013
 CR1013                          STATION DESCRIPTION
 CR1013
 CR1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1013'2.85 MI N FROM CANTON.
 CR1013'2.85 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR1013'HIGHWAY 64 AT CANTON, 16.5 FEET EAST OF AND 0.5 FOOT LOWER THAN THE
 CR1013'CENTER LINE OF THE HIGHWAY, 2.7 FEET WEST OF THE EAST END OF THE
 CR1013'SOUTHEAST CONCRETE ABUTMENT OF AND SET IN THE TOP OF THE ABUTMENT OF A
 CR1013'58-FOOT BRIDGE.
 CR1013
 CR1013                          STATION RECOVERY (1995)
 CR1013
 CR1013'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1393 ***********************************************************************
 CR1393  DESIGNATION -  X 992 RESET
 CR1393  PID         -  CR1393
 CR1393  STATE/COUNTY-  TX/VAN ZANDT
 CR1393  USGS QUAD   -  CANTON (1981)
 CR1393
 CR1393                         *CURRENT SURVEY CONTROL
 CR1393  ___________________________________________________________________
 CR1393* NAD 83(1986)-  32 35 46.     (N)    095 51 05.     (W)     SCALED    
 CR1393* NAVD 88     -       138.43   (meters)     454.2    (feet)  RESET     
 CR1393  ___________________________________________________________________
 CR1393  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CR1393
 CR1393  VERT ORDER  -  THIRD
 CR1393
 CR1393.The horizontal coordinates were scaled from a topographic map and have
 CR1393.an estimated accuracy of +/- 6 seconds.
 CR1393
 CR1393.The orthometric height was computed from unverified reset data.
 CR1393
 CR1393.The geoid height was determined by GEOID03.
 CR1393
 CR1393;                    North         East    Units  Estimated Accuracy
 CR1393;SPC TXNC     - 2,106,200.      848,590.      MT  (+/- 180 meters Scaled)
 CR1393
 CR1393                          SUPERSEDED SURVEY CONTROL
 CR1393
 CR1393  NGVD 29 (01/29/03)  138.44   (m)          454.2    (f) RESET       3  
 CR1393
 CR1393.Superseded values are not recommended for survey control.
 CR1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1393.See file dsdata.txt to determine how the superseded data were derived.
 CR1393
 CR1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS323101(NAD 83)
 CR1393_MARKER: DV = VERTICAL CONTROL DISK
 CR1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1393_SP_SET: CONCRETE POST
 CR1393_STAMPING: X 992 RESET 1985
 CR1393_MARK LOGO: NGS   
 CR1393_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1393+STABILITY: SURFACE MOTION
 CR1393
 CR1393  HISTORY     - Date     Condition        Report By
 CR1393  HISTORY     - 1985     MONUMENTED       LOCSUR
 CR1393  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR1393
 CR1393                          STATION DESCRIPTION
 CR1393
 CR1393'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 CR1393'2.85 MILES (4.59 KM) NORTH ALONG STATE HIGHWAY 19 FROM INTERSECTION
 CR1393'WITH STATE HIGHWAY 64 IN CANTON, 59 FEET (18.0 M) LEFT OF HIGHWAY
 CR1393'ENGINEERS STATION 688+00 ON STATE HIGHWAY 19.
 CR1393
 CR1393                          STATION RECOVERY (1995)
 CR1393
 CR1393'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0308 ***********************************************************************
 CR0308  DESIGNATION -  X 993
 CR0308  PID         -  CR0308
 CR0308  STATE/COUNTY-  TX/SMITH
 CR0308  USGS QUAD   -  LINDALE (1981)
 CR0308
 CR0308                         *CURRENT SURVEY CONTROL
 CR0308  ___________________________________________________________________
 CR0308* NAD 83(1986)-  32 31 29.     (N)    095 24 37.     (W)     SCALED    
 CR0308* NAVD 88     -       156.395  (meters)     513.11   (feet)  ADJUSTED  
 CR0308  ___________________________________________________________________
 CR0308  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0308  DYNAMIC HT  -         156.214 (meters)     512.51  (feet)  COMP
 CR0308  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 CR0308
 CR0308  VERT ORDER  -  FIRST     CLASS II
 CR0308
 CR0308.The horizontal coordinates were scaled from a topographic map and have
 CR0308.an estimated accuracy of +/- 6 seconds.
 CR0308
 CR0308.The orthometric height was determined by differential leveling
 CR0308.and adjusted by the National Geodetic Survey in June 1991..
 CR0308
 CR0308.The geoid height was determined by GEOID03.
 CR0308
 CR0308.The dynamic height is computed by dividing the NAVD 88
 CR0308.geopotential number by the normal gravity value computed on the
 CR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0308.degrees latitude (g = 980.6199 gals.).
 CR0308
 CR0308.The modeled gravity was interpolated from observed gravity values.
 CR0308
 CR0308;                    North         East    Units  Estimated Accuracy
 CR0308;SPC TXNC     - 2,099,420.      890,220.      MT  (+/- 180 meters Scaled)
 CR0308
 CR0308                          SUPERSEDED SURVEY CONTROL
 CR0308
 CR0308  NGVD 29 (??/??/92)  156.426  (m)          513.21   (f) ADJ UNCH    1 2
 CR0308
 CR0308.Superseded values are not recommended for survey control.
 CR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0308.See file dsdata.txt to determine how the superseded data were derived.
 CR0308
 CR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS736011(NAD 83)
 CR0308_MARKER: DB = BENCH MARK DISK
 CR0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0308_SP_SET: CULVERT
 CR0308_STAMPING: X 993 1948
 CR0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0308
 CR0308  HISTORY     - Date     Condition        Report By
 CR0308  HISTORY     - 1948     MONUMENTED       CGS
 CR0308  HISTORY     - 1959     GOOD             NGS
 CR0308  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0308  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0308
 CR0308                          STATION DESCRIPTION
 CR0308
 CR0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0308'0.65 MI N FROM LINDALE.
 CR0308'ABOUT 0.65 MILE NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0308'FROM THE STATION AT LINDALE, 1 POLE SOUTH OF POLE 33/10, 15 1/2 FEET
 CR0308'EAST OF THE EAST RAIL, IN THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END
 CR0308'OF THE EAST STONE AND CONCRETE HEADWALL OF A CULVERT, AND ABOUT 4 1/2
 CR0308'FEET BELOW THE LEVEL OF THE TRACKS.
 CR0308
 CR0308                          STATION RECOVERY (1996)
 CR0308
 CR0308'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0308'MARK NOT FOUND.
 CR0308
 CR0308                          STATION RECOVERY (2004)
 CR0308
 CR0308'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0266 ***********************************************************************
 BY0266  DESIGNATION -  X 994
 BY0266  PID         -  BY0266
 BY0266  STATE/COUNTY-  TX/NACOGDOCHES
 BY0266  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0266
 BY0266                         *CURRENT SURVEY CONTROL
 BY0266  ___________________________________________________________________
 BY0266* NAD 83(1986)-  31 30 34.     (N)    094 20 19.     (W)     SCALED    
 BY0266* NAVD 88     -        66.45   (+/-2cm)     218.0    (feet)  VERTCON   
 BY0266  ___________________________________________________________________
 BY0266  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY0266
 BY0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0266
 BY0266.The horizontal coordinates were scaled from a topographic map and have
 BY0266.an estimated accuracy of +/- 6 seconds.
 BY0266
 BY0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0266.The vertical order pertains to the NGVD 29 superseded value.
 BY0266
 BY0266.The geoid height was determined by GEOID03.
 BY0266
 BY0266;                    North         East    Units  Estimated Accuracy
 BY0266;SPC TX C     - 3,219,620.    1,269,140.      MT  (+/- 180 meters Scaled)
 BY0266
 BY0266                          SUPERSEDED SURVEY CONTROL
 BY0266
 BY0266  NGVD 29 (??/??/92)   66.494  (m)          218.16   (f) ADJ UNCH    2 0
 BY0266
 BY0266.Superseded values are not recommended for survey control.
 BY0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0266.See file dsdata.txt to determine how the superseded data were derived.
 BY0266
 BY0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ728868(NAD 83)
 BY0266_MARKER: DB = BENCH MARK DISK
 BY0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0266_STAMPING: X 994 1949
 BY0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0266+STABILITY: SURFACE MOTION
 BY0266
 BY0266  HISTORY     - Date     Condition        Report By
 BY0266  HISTORY     - 1949     MONUMENTED       CGS
 BY0266  HISTORY     - 1962     GOOD             NGS
 BY0266  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0266
 BY0266                          STATION DESCRIPTION
 BY0266
 BY0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BY0266'1.2 MI NE FROM CHIRENO.
 BY0266'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BY0266'CHIRENO, 0.2 MILE NORTHEAST OF A BRIDGE OVER AMALADEROS CREEK, AT THE
 BY0266'FARM HOME OF C.M. POSEY, 82.0 FEET SOUTH OF THE SOUTH CORNER OF THE
 BY0266'FARMHOUSE, 55.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 47.0
 BY0266'FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY, 24.0 FEET NORTHWEST
 BY0266'OF A FENCE CORNER POST, 1.4 FEET SOUTHEAST OF A REFERENCE POST, 1.0
 BY0266'FOOT SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0266'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE WOODEN WITNESS POST
 BY0266'HAD ROTTED AWAY.  A NEW METAL WITNESS POST WAS SET 1 FOOT WEST OF THE
 BY0266'BENCH MARK.
 BY0266
 BY0266                          STATION RECOVERY (1998)
 BY0266
 BY0266'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0205 ***********************************************************************
 BY0205  DESIGNATION -  X 995 RESET 1967
 BY0205  PID         -  BY0205
 BY0205  STATE/COUNTY-  TX/SHELBY
 BY0205  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0205
 BY0205                         *CURRENT SURVEY CONTROL
 BY0205  ___________________________________________________________________
 BY0205* NAD 83(1986)-  31 42 47.     (N)    094 16 39.     (W)     SCALED    
 BY0205* NAVD 88     -       144.64   (+/-2cm)     474.5    (feet)  VERTCON   
 BY0205  ___________________________________________________________________
 BY0205  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY0205
 BY0205  VERT ORDER  -  THIRD (See Below)
 BY0205
 BY0205.The horizontal coordinates were scaled from a topographic map and have
 BY0205.an estimated accuracy of +/- 6 seconds.
 BY0205
 BY0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0205.The vertical order pertains to the NGVD 29 superseded value.
 BY0205
 BY0205.The geoid height was determined by GEOID03.
 BY0205
 BY0205;                    North         East    Units  Estimated Accuracy
 BY0205;SPC TX C     - 3,242,480.    1,273,700.      MT  (+/- 180 meters Scaled)
 BY0205
 BY0205                          SUPERSEDED SURVEY CONTROL
 BY0205
 BY0205  NGVD 29 (01/29/03)  144.66   (m)          474.6    (f) RESET       3  
 BY0205
 BY0205.Superseded values are not recommended for survey control.
 BY0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0205.See file dsdata.txt to determine how the superseded data were derived.
 BY0205
 BY0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR789093(NAD 83)
 BY0205_MARKER: DB = BENCH MARK DISK
 BY0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0205_STAMPING: X 995 RESET 1967
 BY0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0205+STABILITY: SURFACE MOTION
 BY0205
 BY0205  HISTORY     - Date     Condition        Report By
 BY0205  HISTORY     - 1967     MONUMENTED       CGS
 BY0205
 BY0205                          STATION DESCRIPTION
 BY0205
 BY0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BY0205'8.1 MI SW FROM CENTER.
 BY0205'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE IN
 BY0205'CENTER TO THE JUNCTION OF U. S. HIGHWAY 96, THENCE CONTINUE SOUTHWEST
 BY0205'7.7 MILES ALONG STATE HIGHWAY 7 TO THE SITE OF BENCH MARK, 67 FEET
 BY0205'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 125 FEET SOUTH OF THE
 BY0205'SOUTHWEST CORNER OF A FARMHOUSE, 10 FEET WEST OF A POWER LINE POLE
 BY0205'WITH A TRANSFORMER, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 BY0205'WEST OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION
 BY0205'434 + 67.  A C AND GS BENCH MARK DISK, SET IN A 12 X 12 IN. CONCRETE
 BY0205'POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0373 ***********************************************************************
 CS0373  DESIGNATION -  X 996
 CS0373  PID         -  CS0373
 CS0373  STATE/COUNTY-  TX/KAUFMAN
 CS0373  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0373
 CS0373                         *CURRENT SURVEY CONTROL
 CS0373  ___________________________________________________________________
 CS0373* NAD 83(1986)-  32 28 50.     (N)    096 06 03.     (W)     SCALED    
 CS0373* NAVD 88     -       122.750  (meters)     402.72   (feet)  ADJUSTED  
 CS0373  ___________________________________________________________________
 CS0373  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0373  DYNAMIC HT  -         122.611 (meters)     402.27  (feet)  COMP
 CS0373  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 CS0373
 CS0373  VERT ORDER  -  SECOND    CLASS 0
 CS0373
 CS0373.The horizontal coordinates were scaled from a topographic map and have
 CS0373.an estimated accuracy of +/- 6 seconds.
 CS0373
 CS0373.The orthometric height was determined by differential leveling
 CS0373.and adjusted by the National Geodetic Survey in June 1991..
 CS0373
 CS0373.The geoid height was determined by GEOID03.
 CS0373
 CS0373.The dynamic height is computed by dividing the NAVD 88
 CS0373.geopotential number by the normal gravity value computed on the
 CS0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0373.degrees latitude (g = 980.6199 gals.).
 CS0373
 CS0373.The modeled gravity was interpolated from observed gravity values.
 CS0373
 CS0373;                    North         East    Units  Estimated Accuracy
 CS0373;SPC TXNC     - 2,092,830.      825,480.      MT  (+/- 180 meters Scaled)
 CS0373
 CS0373                          SUPERSEDED SURVEY CONTROL
 CS0373
 CS0373  NGVD 29 (??/??/92)  122.761  (m)          402.76   (f) ADJ UNCH    2 0
 CS0373
 CS0373.Superseded values are not recommended for survey control.
 CS0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0373.See file dsdata.txt to determine how the superseded data were derived.
 CS0373
 CS0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA724974(NAD 83)
 CS0373_MARKER: DB = BENCH MARK DISK
 CS0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0373_STAMPING: X 996 1948
 CS0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0373+STABILITY: SURFACE MOTION
 CS0373
 CS0373  HISTORY     - Date     Condition        Report By
 CS0373  HISTORY     - 1948     MONUMENTED       CGS
 CS0373  HISTORY     - 1962     GOOD             USGS
 CS0373
 CS0373                          STATION DESCRIPTION
 CS0373
 CS0373'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CS0373'IN PRAIRIEVILLE.
 CS0373'AT PRAIRIEVILLE, APPROX. 800 FEET NE OF THE JCT. OF FARM ROADS 90 AND
 CS0373'1836, 150 FEET SSW OF THE SE CORNER OF THE METHODIST CHURCH, 12 FEET S
 CS0373'OF THE SE CORNER OF THE GURAGE AT THE N.E. SAPP RESIDENCE.  A STANDARD
 CS0373'DISK SET IN A CONCRETE POST 0.1 FEET BELOW THE SURFACE AND STAMPED X
 CS0373'996 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0120 ***********************************************************************
 CS0120  DESIGNATION -  X 997
 CS0120  PID         -  CS0120
 CS0120  STATE/COUNTY-  TX/KAUFMAN
 CS0120  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0120
 CS0120                         *CURRENT SURVEY CONTROL
 CS0120  ___________________________________________________________________
 CS0120* NAD 83(1986)-  32 42 27.     (N)    096 16 38.     (W)     SCALED    
 CS0120* NAVD 88     -       145.799  (meters)     478.34   (feet)  ADJUSTED  
 CS0120  ___________________________________________________________________
 CS0120  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0120  DYNAMIC HT  -         145.637 (meters)     477.81  (feet)  COMP
 CS0120  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 CS0120
 CS0120  VERT ORDER  -  SECOND    CLASS 0
 CS0120
 CS0120.The horizontal coordinates were scaled from a topographic map and have
 CS0120.an estimated accuracy of +/- 6 seconds.
 CS0120
 CS0120.The orthometric height was determined by differential leveling
 CS0120.and adjusted by the National Geodetic Survey in June 1991..
 CS0120
 CS0120.The geoid height was determined by GEOID03.
 CS0120
 CS0120.The dynamic height is computed by dividing the NAVD 88
 CS0120.geopotential number by the normal gravity value computed on the
 CS0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0120.degrees latitude (g = 980.6199 gals.).
 CS0120
 CS0120.The modeled gravity was interpolated from observed gravity values.
 CS0120
 CS0120;                    North         East    Units  Estimated Accuracy
 CS0120;SPC TXNC     - 2,117,620.      808,370.      MT  (+/- 180 meters Scaled)
 CS0120
 CS0120                          SUPERSEDED SURVEY CONTROL
 CS0120
 CS0120  NGVD 29 (??/??/92)  145.809  (m)          478.38   (f) ADJ UNCH    2 0
 CS0120
 CS0120.Superseded values are not recommended for survey control.
 CS0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0120.See file dsdata.txt to determine how the superseded data were derived.
 CS0120
 CS0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB552221(NAD 83)
 CS0120_MARKER: DB = BENCH MARK DISK
 CS0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0120_STAMPING: X 997 1948
 CS0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0120+STABILITY: SURFACE MOTION
 CS0120
 CS0120  HISTORY     - Date     Condition        Report By
 CS0120  HISTORY     - 1948     MONUMENTED       CGS
 CS0120  HISTORY     - 1988     GOOD             USPSQD
 CS0120
 CS0120                          STATION DESCRIPTION
 CS0120
 CS0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0120'2.0 MI S FROM TERRELL.
 CS0120'2.0 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE UNION
 CS0120'STATION AT TERRELL, 200 YARDS (PACED) NORTH OF THE CROSSING OF STATE
 CS0120'HIGHWAY 34, AT A PRIVATE ROAD CROSSING, NORTHEAST OF AND ACROSS THE
 CS0120'PRIVATE ROAD CROSSING FROM MILEPOST 39, 88.0 FEET NORTHEAST OF THE
 CS0120'CENTER OF THE PRIVATE ROAD CROSSING, 43.0 FEET NORTHWEST OF THE
 CS0120'NORTHWEST CORNER OF A FARMHOUSE, 46.2 FEET EAST OF THE EAST RAIL OF
 CS0120'THE TRACK, 7.7 FEET NORTH OF A RAILWAY PROPERTY LINE MARKER (A SECTION
 CS0120'OF RAIL DRIVEN VERTICALLY INTO THE GROUND), 1.0 FOOT WEST OF A FENCE,
 CS0120'1.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CS0120'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CS0120
 CS0120                          STATION RECOVERY (1988)
 CS0120
 CS0120'RECOVERY NOTE BY US POWER SQUADRON 1988 (JN)
 CS0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0009 ***********************************************************************
 BZ0009  DESIGNATION -  X 998
 BZ0009  PID         -  BZ0009
 BZ0009  STATE/COUNTY-  TX/LIMESTONE
 BZ0009  USGS QUAD   -  MEXIA (1982)
 BZ0009
 BZ0009                         *CURRENT SURVEY CONTROL
 BZ0009  ___________________________________________________________________
 BZ0009* NAD 83(1986)-  31 37 57.     (N)    096 27 47.     (W)     SCALED    
 BZ0009* NAVD 88     -       143.409  (meters)     470.50   (feet)  ADJUSTED  
 BZ0009  ___________________________________________________________________
 BZ0009  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0009  DYNAMIC HT  -         143.237 (meters)     469.94  (feet)  COMP
 BZ0009  MODELED GRAV-     979,438.7   (mgal)                       NAVD 88
 BZ0009
 BZ0009  VERT ORDER  -  FIRST     CLASS II
 BZ0009
 BZ0009.The horizontal coordinates were scaled from a topographic map and have
 BZ0009.an estimated accuracy of +/- 6 seconds.
 BZ0009
 BZ0009.The orthometric height was determined by differential leveling
 BZ0009.and adjusted by the National Geodetic Survey in June 1991..
 BZ0009
 BZ0009.The geoid height was determined by GEOID03.
 BZ0009
 BZ0009.The dynamic height is computed by dividing the NAVD 88
 BZ0009.geopotential number by the normal gravity value computed on the
 BZ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0009.degrees latitude (g = 980.6199 gals.).
 BZ0009
 BZ0009.The modeled gravity was interpolated from observed gravity values.
 BZ0009
 BZ0009;                    North         East    Units  Estimated Accuracy
 BZ0009;SPC TX C     - 3,224,310.    1,067,070.      MT  (+/- 180 meters Scaled)
 BZ0009
 BZ0009                          SUPERSEDED SURVEY CONTROL
 BZ0009
 BZ0009  NGVD 29 (??/??/92)  143.388  (m)          470.43   (f) ADJ UNCH    1 2
 BZ0009
 BZ0009.Superseded values are not recommended for survey control.
 BZ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0009.See file dsdata.txt to determine how the superseded data were derived.
 BZ0009
 BZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA406024(NAD 83)
 BZ0009_MARKER: DB = BENCH MARK DISK
 BZ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0009_STAMPING: X 998 1948
 BZ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0009+STABILITY: SURFACE MOTION
 BZ0009
 BZ0009  HISTORY     - Date     Condition        Report By
 BZ0009  HISTORY     - 1948     MONUMENTED       CGS
 BZ0009  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0009  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0009  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0009
 BZ0009                          STATION DESCRIPTION
 BZ0009
 BZ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0009'1.76 MI N FROM SHILOH.
 BZ0009'0.1 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE GRADE SCHOOL AT
 BZ0009'SHILOH, THENCE 1.66 MILES NORTH ALONG FARM ROAD 39, 400.0 FEET
 BZ0009'NORTHWEST OF A SMALL WHITE FARMHOUSE, 37.0 FEET SOUTHWEST OF THE
 BZ0009'CENTER LINE OF THE ROAD, 6.8 FEET NORTHWEST OF THE NORTHWEST GATE POST
 BZ0009'OF A GATE ACROSS A WOODS ROAD LEADING SOUTH, 2.8 FEET SOUTHWEST OF A
 BZ0009'FENCE, 1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BZ0009'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0009
 BZ0009                          STATION RECOVERY (1963)
 BZ0009
 BZ0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0009'MARK NOT FOUND.
 BZ0009
 BZ0009                          STATION RECOVERY (1980)
 BZ0009
 BZ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0009'MARK NOT FOUND.
 BZ0009
 BZ0009                          STATION RECOVERY (2002)
 BZ0009
 BZ0009'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 BZ0009'MIDDLE NUMBER 3 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1629 ***********************************************************************
 BY1629  DESIGNATION -  X 999 RESET 1952
 BY1629  PID         -  BY1629
 BY1629  STATE/COUNTY-  TX/TRINITY
 BY1629  USGS QUAD   -  GLENDALE (1972)
 BY1629
 BY1629                         *CURRENT SURVEY CONTROL
 BY1629  ___________________________________________________________________
 BY1629* NAD 83(1986)-  31 06 22.     (N)    095 19 27.     (W)     SCALED    
 BY1629* NAVD 88     -        81.85   (+/-2cm)     268.5    (feet)  VERTCON   
 BY1629  ___________________________________________________________________
 BY1629  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY1629
 BY1629  VERT ORDER  -  THIRD (See Below)
 BY1629
 BY1629.The horizontal coordinates were scaled from a topographic map and have
 BY1629.an estimated accuracy of +/- 6 seconds.
 BY1629
 BY1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1629.The vertical order pertains to the NGVD 29 superseded value.
 BY1629
 BY1629.The geoid height was determined by GEOID03.
 BY1629
 BY1629;                    North         East    Units  Estimated Accuracy
 BY1629;SPC TX C     - 3,170,330.    1,177,650.      MT  (+/- 180 meters Scaled)
 BY1629
 BY1629                          SUPERSEDED SURVEY CONTROL
 BY1629
 BY1629  NGVD 29 (??/??/??)   81.86   (m)          268.6    (f) RESET       3  
 BY1629
 BY1629.Superseded values are not recommended for survey control.
 BY1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1629.See file dsdata.txt to determine how the superseded data were derived.
 BY1629
 BY1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ783436(NAD 83)
 BY1629_MARKER: DB = BENCH MARK DISK
 BY1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1629_STAMPING: X 999 RESET 1952
 BY1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1629+STABILITY: SURFACE MOTION
 BY1629
 BY1629  HISTORY     - Date     Condition        Report By
 BY1629  HISTORY     - 1952     MONUMENTED       TXHD
 BY1629
 BY1629                          STATION DESCRIPTION
 BY1629
 BY1629'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 BY1629'2 MI SE FROM HOLLY.
 BY1629'2 MILES SOUTHEAST ALONG THE HOLLY-FRIDAY ROAD FROM ELEMENTARY SCHOOL
 BY1629'AT HOLLY.  124 YARDS (PACED) SOUTHEAST OF A FARMHOUSE, AT A ROAD
 BY1629'JUNCTION, 44 FEET WEST OF THE CENTERLINE OF THE HOLLY-FRIDAY ROAD
 BY1629'(STATE HWY. FM 1280), 2 FEET EAST OF PROPERTY AND FENCE CORNER AND SET
 BY1629'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1404 ***********************************************************************
 GL1404  DESIGNATION -  X I T RESET
 GL1404  PID         -  GL1404
 GL1404  STATE/COUNTY-  TX/DALLAM
 GL1404  USGS QUAD   -  BUFFALO SPRINGS (1973)
 GL1404
 GL1404                         *CURRENT SURVEY CONTROL
 GL1404  ___________________________________________________________________
 GL1404* NAD 83(1993)-  36 27 51.53756(N)    102 47 32.11494(W)     ADJUSTED  
 GL1404* NAVD 88     -      1340.92   (+/-2cm)    4399.3    (feet)  VERTCON   
 GL1404  ___________________________________________________________________
 GL1404  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 GL1404  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 GL1404
 GL1404  HORZ ORDER  -  FIRST
 GL1404  VERT ORDER  -  THIRD ? (See Below)
 GL1404
 GL1404.The horizontal coordinates were established by classical geodetic methods
 GL1404.and adjusted by the National Geodetic Survey in February 1996..
 GL1404
 GL1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1404.The vertical order pertains to the NGVD 29 superseded value.
 GL1404
 GL1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1404
 GL1404.The geoid height was determined by GEOID03.
 GL1404
 GL1404;                    North         East     Units Scale Factor Converg.
 GL1404;SPC TX N     - 1,274,158.295    84,166.732   MT  1.00007765   -0 44 56.1
 GL1404;SPC TX N     - 4,180,301.01    276,137.02   sFT  1.00007765   -0 44 56.1
 GL1404;SPC OK N     -   173,070.497   170,651.853   MT  0.99995879   -2 49 41.3
 GL1404;SPC OK N     -   567,815.46    559,880.29   sFT  0.99995879   -2 49 41.3
 GL1404;UTM  13      - 4,037,715.644   697,820.447   MT  1.00008216   +1 18 45.1
 GL1404
 GL1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1404!SPC TX N     -   0.99979326  x   1.00007765  =   0.99987089
 GL1404!SPC OK N     -   0.99979326  x   0.99995879  =   0.99975206
 GL1404!UTM  13      -   0.99979326  x   1.00008216  =   0.99987540
 GL1404
 GL1404:                Primary Azimuth Mark                     Grid Az
 GL1404:SPC TX N     -  FELT                                     007 49 44.2
 GL1404:SPC OK N     -  FELT                                     009 54 29.4
 GL1404:UTM  13      -  FELT                                     005 46 03.0
 GL1404
 GL1404|---------------------------------------------------------------------|
 GL1404| PID    Reference Object                     Distance      Geod. Az  |
 GL1404|                                                           dddmmss.s |
 GL1404| GL1419 FELT                                APPROX.16.3 KM 0070448.1 |
 GL1404| CN3818 X I T RM 1                          314.978 METERS 18017     |
 GL1404| CN3820 X I T RM 3                           58.058 METERS 19745     |
 GL1404| GL1459 TEXLINE SCHOOL STACK                APPROX.22.5 KM 2442229.9 |
 GL1404| GL1455 TEXLINE W TEX UTIL CO WATER TK      APPROX.23.0 KM 2443440.4 |
 GL1404| CN3789 WINDMILL                                           2691305.4 |
 GL1404| CN3819 X I T RM 2                           17.762 METERS 27255     |
 GL1404|---------------------------------------------------------------------|
 GL1404
 GL1404                          SUPERSEDED SURVEY CONTROL
 GL1404
 GL1404  NAD 83(1993)-  36 27 51.53757(N)    102 47 32.11493(W) AD(       ) 1
 GL1404  NAD 83(1993)-  36 27 51.54395(N)    102 47 32.11211(W) AD(       ) 1
 GL1404  NAD 83(1986)-  36 27 51.54847(N)    102 47 32.10900(W) AD(       ) 1
 GL1404  NAD 27      -  36 27 51.45200(N)    102 47 30.40200(W) AD(       ) 1
 GL1404  NGVD 29 (07/19/86) 1340.30   (m)         4397.3    (f) LEVELING    3  
 GL1404
 GL1404.Superseded values are not recommended for survey control.
 GL1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1404.See file dsdata.txt to determine how the superseded data were derived.
 GL1404
 GL1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9782037716(NAD 83)
 GL1404_MARKER: DS = TRIANGULATION STATION DISK
 GL1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1404
 GL1404  HISTORY     - Date     Condition        Report By
 GL1404  HISTORY     - 1931     MONUMENTED       CGS
 GL1404  HISTORY     - 1934     GOOD             CGS
 GL1404  HISTORY     - 1956     GOOD             CGS
 GL1404  HISTORY     - 1966     SEE DESCRIPTION  USGS
 GL1404  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GL1404
 GL1404                          STATION DESCRIPTION
 GL1404
 GL1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1404'STATION IS ABOUT 14 MILES NE OF TEXLINE, TEXAS, ON LAND KNOWN
 GL1404'AS THE OLD X.I.T. RANCH, ON A N AND S ROAD 6.4 MILES S OF A
 GL1404'SMALL BRIDGE JUST S OF FELT, OKLAHOMA, 2.4 MILES S OF THE
 GL1404'OKLAHOMA-TEXAS BOUNDARY LINE, ON E SIDE OF ROAD 1/4 MILE E OF THE
 GL1404'OLD F.D.W. RANCH HOUSE AND BUILDINGS.
 GL1404'
 GL1404'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GL1404'DISKS SET IN CONCRETE.
 GL1404'
 GL1404'REFERENCE MARK NO. 1 IS 1 FOOT W OF FENCE LINE ON E SIDE OF
 GL1404'ROAD AND 0.2 MILE (SPEEDOMETER) FROM STATION.
 GL1404'NO. 2 IS 1 FOOT E OF FENCE LINE ON W SIDE
 GL1404'OF ROAD AND 17.765 METERS (58.28 FEET FROM STATION.
 GL1404'
 GL1404'BEARING FROM STATION OF TIP OF VERTICAL SHAFT OF WINDMILL,
 GL1404'DISTANT APPROXIMATELY 1/4 MILE, IS S 89 DEG 13 MIN W.
 GL1404'
 GL1404'REACHED FROM TEXLINE BY GOING SE ON ROUTE 385 FROM GULF
 GL1404'FILLING STATION ONE BLOCK TO MAGNOLIA FILLING STATION, THERE
 GL1404'TURNING LEFT AND GOING 0.4 MILE.  TURN RIGHT AND GO 7.6 MILES,
 GL1404'PASSING A GALVANIZED-IRON BUILDING AT 0.3 MILE AND A SMALL
 GL1404'CULVERT OR BRIDGE AT 3.3 MILES.  TURN N AT T-INTERSECTION AND
 GL1404'GO 0.4 MILE, THEN 5.5 MILES, THEN N 4.0 MILES, E 1/4 MILE AND
 GL1404'N 1-1/4 MILES TO STATION.
 GL1404
 GL1404                          STATION RECOVERY (1934)
 GL1404
 GL1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1404'THE STATION WAS RECOVERED AS DESCRIBED.  A REVISED DESCRIPTION
 GL1404'FOLLOWS--THE STATION IS LOCATED ABOUT 7 MILES S OF FELT, OKLAHOMA
 GL1404'AND IS ON A LOW, FLAT AND BROAD RIDGE.  IT IS IN SECTION 21,
 GL1404'BLOCK 17 AND IS 1/4 MILE E OF THE F.D.W. RANCH BUILDINGS.
 GL1404'
 GL1404'THE STATION MARK PROJECTS 2 INCHES AND IS 1 FOOT W OF THE
 GL1404'RIGHT-OF-WAY FENCE ON THE E SIDE OF A N-S GRADED ROAD.  THE
 GL1404'MARK IS IN EXCELLENT CONDITION.
 GL1404'
 GL1404'REFERENCE MARK NO. 1 (AZ. MARK) IS S OF THE STATION.  IT
 GL1404'PROJECTS 2 INCHES AND IS 1 FOOT W OF THE ABOVE FENCE.
 GL1404'IT IS IN GOOD CONDITION.
 GL1404'
 GL1404'REFERENCE MARK NO. 2 IS W OF THE STATION.  IT PROJECTS 3
 GL1404'INCHES AND IS 1 FOOT E OF THE RIGHT-OF-WAY FENCE ON THE W
 GL1404'SIDE OF THE ABOVE MENTIONED N-S GRADED ROAD.  THE MARK IS IN
 GL1404'EXCELLENT CONDITION.
 GL1404'
 GL1404'REFERENCE MARK NO. 3, STAMPED X.I.T.-1934, IS SSW OF THE
 GL1404'STATION.  IT PROJECTS 6 INCHES AND IS 1 FOOT E OF THE FENCE
 GL1404'MENTIONED IN THE DESCRIPTION OF REFERENCE MARK NO. 2.
 GL1404'
 GL1404'TO REACH THE STATION FROM GRADE CROSSING 0.4 MILE E OF THE
 GL1404'GRAIN ELEVATOR IN FELT, A SMALL TOWN ON THE A.T. AND S.F. R.R.,
 GL1404'GO S ON MAIN GRADED ROAD 4.4 MILES TO A POINT WHERE THE ROAD
 GL1404'TURNS RIGHT, W ALONG THE OKLAHOMA-TEXAS LINE.  HERE TURN RIGHT
 GL1404'AND GO 0.3 MILE TO A POINT WHERE THE ROAD TURNS LEFT, S.  THEN
 GL1404'CONTINUE S 2.3 MILES TO THE STATION MARK IN THE FENCE LINE ON
 GL1404'THE E SIDE OF THE ROAD.
 GL1404'
 GL1404'A 35-FOOT TOWER WILL CLEAR ALL LINES TO THE S FROM THIS STATION.
 GL1404
 GL1404                          STATION RECOVERY (1956)
 GL1404
 GL1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 GL1404'THE STATION AND REFERENCE MARKS NO. 1, NO. 2 AND NO. 3 WERE
 GL1404'RECOVERED IN GOOD CONDITION.
 GL1404
 GL1404                          STATION RECOVERY (1966)
 GL1404
 GL1404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL1404'SURFACE MARK WAS FOUND IN PLACE BUT LEANING.  IT WAS REMOVED
 GL1404'AND THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  THE
 GL1404'SURFACE MARK WAS REPLACED APPROXIMATELY OVER THE UNDERGROUND
 GL1404'MARK.
 GL1404'
 GL1404'ALL REFERENCE MARKS FOUND IN GOOD CONDITION.
 GL1404'
 GL1404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MI. S.
 GL1404'OF FELT, OKLA.
 GL1404
 GL1404                          STATION RECOVERY (1968)
 GL1404
 GL1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GL1404'STATION SURFACE MARK WAS FOUND DISPLACED.  UNDERGROUND MARK
 GL1404'WAS FOUND IN GOOD CONDITION.  THE OLD STATION MARK WAS RESET
 GL1404'VERTICALLY OVER THE UNDERGROUND MARK.  REFERENCE MARK NO. 1
 GL1404'(AZIMUTH MARK), REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3
 GL1404'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GL1404'
 GL1404'A NEW DESCRIPTION FOLLOWS.
 GL1404'
 GL1404'TO REACH FROM THE CROSSROADS WHICH IS 0.4 MILE EAST OF THE
 GL1404'GRAIN ELEVATOR IN THE VILLAGE OF FELT, GO SOUTH ON SURFACED
 GL1404'ROAD FOR 4.8 MILES TO TEXAS STATE LINE.  TURN RIGHT AND GO
 GL1404'WEST 0.3 MILE.  TURN LEFT AND GO SOUTH FOR 2.45 MILES TO STATION
 GL1404'ON LEFT (EAST) SIDE OF ROAD.
 GL1404'
 GL1404'STATION MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 GL1404'POST WHICH PROJECTS 4 INCHES AND IS STAMPED XIT 1931 1968.
 GL1404'IT IS 28.5 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD,
 GL1404'0.5 FOOT WEST OF FENCELINE AND 2 FEET NORTH OF A STEEL WITNESS
 GL1404'POST WITH METAL SIGN.
 GL1404'
 GL1404'REFERENCE MARK NO. 1 (AZIMUTH MARK), A STANDARD DISK STAMPED
 GL1404'XIT NO 1 1931 IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GL1404'PROJECTS ABOUT 3 INCHES.  IT IS 151 FEET NORTH OF A FENCE CORNER
 GL1404'AT CROSSROADS, 28.5 FEET EAST OF THE CENTERLINE OF ROAD, 1 FOOT
 GL1404'WEST OF FENCE AND 1 FOOT NORTH OF A STEEL WITNESS POST WITH
 GL1404'METAL SIGN.  NOTE--THIS MARK WAS NOT OBSERVED AT THIS TIME DUE
 GL1404'TO OBSTRUCTION BY A LINE OF FENCE POSTS.
 GL1404'
 GL1404'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED XIT NO 2 1931,
 GL1404'IS SET IN THE TOP OF A SQUARE POST WHICH IS FLUSH WITH THE
 GL1404'GROUND.  IT IS 30.5 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 GL1404'ROAD AND 1 FOOT EAST OF THE FENCELINE.
 GL1404'
 GL1404'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED XIT NO 3 1934,
 GL1404'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 GL1404'4 INCHES.  IT IS 30 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 GL1404'ROAD AND 1.5 FEET EAST OF THE FENCELINE.
 GL1404'
 GL1404'TO REACH R.M. NO. 1 (AZIMUTH MARK) FROM THE STATION, GO SOUTH
 GL1404'0.25 MILE TO MARK ON EAST SIDE OF ROAD.
 GL1404'
 GL1404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH
 GL1404'OF FELT, OKLAHOMA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1241 ***********************************************************************
 AE1241  DESIGNATION -  XB IBWC
 AE1241  PID         -  AE1241
 AE1241  STATE/COUNTY-  TX/HIDALGO
 AE1241  USGS QUAD   -  HIDALGO (1983)
 AE1241
 AE1241                         *CURRENT SURVEY CONTROL
 AE1241  ___________________________________________________________________
 AE1241* NAD 83(1986)-  26 06 02.     (N)    098 16 46.     (W)     SCALED    
 AE1241* NAVD 88     -        27.772  (meters)      91.12   (feet)  ADJUSTED  
 AE1241  ___________________________________________________________________
 AE1241  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AE1241  DYNAMIC HT  -          27.726 (meters)      90.96  (feet)  COMP
 AE1241  MODELED GRAV-     978,972.5   (mgal)                       NAVD 88
 AE1241
 AE1241  VERT ORDER  -  FIRST     CLASS II
 AE1241
 AE1241.The horizontal coordinates were scaled from a topographic map and have
 AE1241.an estimated accuracy of +/- 6 seconds.
 AE1241
 AE1241.The orthometric height was determined by differential leveling
 AE1241.and adjusted by the National Geodetic Survey in June 1991..
 AE1241
 AE1241.The geoid height was determined by GEOID03.
 AE1241
 AE1241.The dynamic height is computed by dividing the NAVD 88
 AE1241.geopotential number by the normal gravity value computed on the
 AE1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1241.degrees latitude (g = 980.6199 gals.).
 AE1241
 AE1241.The modeled gravity was interpolated from observed gravity values.
 AE1241
 AE1241;                    North         East    Units  Estimated Accuracy
 AE1241;SPC TX S     - 5,048,090.      322,060.      MT  (+/- 180 meters Scaled)
 AE1241
 AE1241                          SUPERSEDED SURVEY CONTROL
 AE1241
 AE1241.No superseded survey control is available for this station.
 AE1241
 AE1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP720870(NAD 83)
 AE1241_MARKER: DB = BENCH MARK DISK
 AE1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1241_SP_SET: CONCRETE POST
 AE1241_STAMPING: X 157.4 B 91.59
 AE1241_MARK LOGO: IBWC  
 AE1241_PROJECTION: RECESSED 12 CENTIMETERS
 AE1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1241+STABILITY: SURFACE MOTION
 AE1241
 AE1241  HISTORY     - Date     Condition        Report By
 AE1241  HISTORY     - UNK      MONUMENTED       IBWC
 AE1241  HISTORY     - 1981     GOOD             NGS
 AE1241
 AE1241                          STATION DESCRIPTION
 AE1241
 AE1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1241'IN HIDALGO.
 AE1241'IN HIDALGO, AT THE CITY OF MCALLEN TOLL BRIDGE, 0.08 KM (0.05 MI)
 AE1241'NORTHWEST ALONG A DIRT (LEVEE) ROAD FROM THE JUNCTION OF THE
 AE1241'SOUTHWEST CORNER OF THE PARKING LOT OF THE FACILITY, THENCE 1.0 KM
 AE1241'(0.65 MI) SOUTHWEST THEN NORTHWEST ALONG A BORDER PATROL TRACK ROAD,
 AE1241'IN A PATH LEADING SOUTHWEST TO THE RIVER, AT A METAL WITNESS POST, AT
 AE1241'TOP OF A SMALL NATURAL LEVEE, 31.8 METERS (104.2 FT) SOUTH SOUTHWEST
 AE1241'OF THE CENTER OF THE ROAD 29.0 METERS (95.0 FT) SOUTH SOUTHWEST OF
 AE1241'THE WITNESS POST, AND 3.4 METERS (11.0 FT) EAST SOUTHEAST OF A BLAZED
 AE1241'TREE
 AE1241'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1447 ***********************************************************************
 AH1447  DESIGNATION -  XMAS 1938
 AH1447  PID         -  AH1447
 AH1447  STATE/COUNTY-  TX/KLEBERG
 AH1447  USGS QUAD   -  SOUTH BIRD ISLAND SE (1975)
 AH1447
 AH1447                         *CURRENT SURVEY CONTROL
 AH1447  ___________________________________________________________________
 AH1447* NAD 83(1993)-  27 22 22.95421(N)    097 19 08.20253(W)     ADJUSTED  
 AH1447* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AH1447  ___________________________________________________________________
 AH1447  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1447  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AH1447
 AH1447  HORZ ORDER  -  THIRD
 AH1447
 AH1447.The horizontal coordinates were established by classical geodetic methods
 AH1447.and adjusted by the National Geodetic Survey in February 1996..
 AH1447
 AH1447.The orthometric height was scaled from a topographic map.
 AH1447
 AH1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1447
 AH1447.The geoid height was determined by GEOID03.
 AH1447
 AH1447;                    North         East     Units Scale Factor Converg.
 AH1447;SPC TX S     - 5,189,600.074   416,824.628   MT  0.99991578   +0 32 10.3
 AH1447;SPC TX S     -17,026,212.91  1,367,532.13   sFT  0.99991578   +0 32 10.3
 AH1447;UTM  14      - 3,028,875.804   666,246.156   MT  0.99994117   +0 46 23.1
 AH1447
 AH1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1447!SPC TX S     -   1.00000224  x   0.99991578  =   0.99991802
 AH1447!UTM  14      -   1.00000224  x   0.99994117  =   0.99994341
 AH1447
 AH1447                          SUPERSEDED SURVEY CONTROL
 AH1447
 AH1447  NAD 83(1986)-  27 22 22.96875(N)    097 19 08.18065(W) AD(       ) 3
 AH1447  NAD 27      -  27 22 21.81500(N)    097 19 07.22800(W) AD(       ) 3
 AH1447
 AH1447.Superseded values are not recommended for survey control.
 AH1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1447.See file dsdata.txt to determine how the superseded data were derived.
 AH1447
 AH1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6624628876(NAD 83)
 AH1447_MARKER: DD = SURVEY DISK
 AH1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1447_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1447+STABILITY: SURFACE MOTION
 AH1447
 AH1447  HISTORY     - Date     Condition        Report By
 AH1447  HISTORY     - 1938     MONUMENTED       CGS
 AH1447  HISTORY     - 1938     GOOD             CGS
 AH1447  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1447  HISTORY     - 1979     POOR             NGS
 AH1447
 AH1447                          STATION DESCRIPTION
 AH1447
 AH1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 AH1447'STATION IS LOCATED ON A HIGH GRASS-COVERED SAND DUNE THE
 AH1447'MOST SOUTHERLY OF THE HIGHER DUNES IN THIS VICINITY.
 AH1447'
 AH1447'STATION IS MARKED BY A 6- BY 6-INCH BY 3-FOOT CONCRETE POST
 AH1447'WITH A STANDARD HYDROGRAPHIC MARK.
 AH1447'
 AH1447'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 30 FEET.
 AH1447'
 AH1447'POSITION COMPUTED FROM TRIANGULATION P.L.B. 1938.
 AH1447
 AH1447                          STATION RECOVERY (1949)
 AH1447
 AH1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1447'NOT RECOVERED.  A THOROUGH BUT UNSUCCESSFUL SEARCH OF THE AREA
 AH1447'WAS MADE BY A TWO-MAN PARTY.  RECOMMEND STATION BE CLASSIFIED
 AH1447'AS LOST.
 AH1447
 AH1447                          STATION RECOVERY (1979)
 AH1447
 AH1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1447'STATION NOT OCCUPIED.
 AH1447'
 AH1447'NO REFERENCE MARKS TO THIS STATION.
 AH1447'
 AH1447'STATION MARK WAS RECOVERED AND FOUND LEANING, THE MARK IS SOLID,
 AH1447'LOCATED ON TOP OF A LARGE SAND DUNE, TO REACH FROM THE END OF
 AH1447'SURFACED PARK ROAD 22, GO 3.2 MILE SOUTHERLY ON BEACH, MARK ON HIGH
 AH1447'SAND DUNE ON THE RIGHT, PROJECTING ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1093 ***********************************************************************
 BY1093  DESIGNATION -  XW 68
 BY1093  PID         -  BY1093
 BY1093  STATE/COUNTY-  TX/NACOGDOCHES
 BY1093  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1093
 BY1093                         *CURRENT SURVEY CONTROL
 BY1093  ___________________________________________________________________
 BY1093* NAD 83(1986)-  31 38 14.     (N)    094 39 40.     (W)     SCALED    
 BY1093* NAVD 88     -        98.181  (meters)     322.12   (feet)  ADJUSTED  
 BY1093  ___________________________________________________________________
 BY1093  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BY1093  DYNAMIC HT  -          98.060 (meters)     321.72  (feet)  COMP
 BY1093  MODELED GRAV-     979,403.9   (mgal)                       NAVD 88
 BY1093
 BY1093  VERT ORDER  -  FIRST     CLASS II
 BY1093
 BY1093.The horizontal coordinates were scaled from a topographic map and have
 BY1093.an estimated accuracy of +/- 6 seconds.
 BY1093
 BY1093.The orthometric height was determined by differential leveling
 BY1093.and adjusted by the National Geodetic Survey in June 1991..
 BY1093
 BY1093.The geoid height was determined by GEOID03.
 BY1093
 BY1093.The dynamic height is computed by dividing the NAVD 88
 BY1093.geopotential number by the normal gravity value computed on the
 BY1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1093.degrees latitude (g = 980.6199 gals.).
 BY1093
 BY1093.The modeled gravity was interpolated from observed gravity values.
 BY1093
 BY1093;                    North         East    Units  Estimated Accuracy
 BY1093;SPC TX C     - 3,232,170.    1,237,820.      MT  (+/- 180 meters Scaled)
 BY1093
 BY1093                          SUPERSEDED SURVEY CONTROL
 BY1093
 BY1093  NGVD 29 (??/??/92)   98.251  (m)          322.35   (f) ADJ UNCH    1 2
 BY1093
 BY1093.Superseded values are not recommended for survey control.
 BY1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1093.See file dsdata.txt to determine how the superseded data were derived.
 BY1093
 BY1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR424014(NAD 83)
 BY1093_MARKER: DB = BENCH MARK DISK
 BY1093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1093_SP_SET: CULVERT
 BY1093_STAMPING: W 68 1920 1926 S NO 39
 BY1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1093
 BY1093  HISTORY     - Date     Condition        Report By
 BY1093  HISTORY     - 1926     MONUMENTED       CGS
 BY1093  HISTORY     - 1949     GOOD             NGS
 BY1093  HISTORY     - 1979     GOOD             NGS
 BY1093
 BY1093                          STATION DESCRIPTION
 BY1093
 BY1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1093'2.3 MI N FROM NACOGDOCHES.
 BY1093'2.3 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1093'STATION AT NACOGDOCHES, 0.5 MILE NORTH OF RAILWAY SIGNAL 1399, 0.5
 BY1093'MILE NORTH OF MILEPOST 140, 15 RAILS NORTH OF RAILROAD BRIDGE 140.38,
 BY1093'7.5 FEET EAST OF AND 4.0 FEET LOWER THAN THE EAST RAIL OF THE TRACK,
 BY1093'SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A SMALL
 BY1093'CONCRETE BOX CULVERT.  THE LETTER W HAS BEEN CUT IN THE DISK WITH A
 BY1093'CHISEL OVER THE STAMPED LETTER P.
 BY1093
 BY1093                          STATION RECOVERY (1979)
 BY1093
 BY1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1093'THE MARK IS 4 FT BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0346 ***********************************************************************
 BP0346  DESIGNATION -  XX 1101
 BP0346  PID         -  BP0346
 BP0346  STATE/COUNTY-  TX/BREWSTER
 BP0346  USGS QUAD   -  PAISANO (1972)
 BP0346
 BP0346                         *CURRENT SURVEY CONTROL
 BP0346  ___________________________________________________________________
 BP0346* NAD 83(1986)-  30 18 48.     (N)    103 47 44.     (W)     SCALED    
 BP0346* NAVD 88     -      1500.599  (meters)    4923.22   (feet)  POSTED    
 BP0346  ___________________________________________________________________
 BP0346  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 BP0346  DYNAMIC HT  -        1498.110 (meters)    4915.05  (feet)  COMP
 BP0346  MODELED GRAV-     978,932.2   (mgal)                       NAVD 88
 BP0346
 BP0346  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0346
 BP0346.The horizontal coordinates were scaled from a topographic map and have
 BP0346.an estimated accuracy of +/- 6 seconds.
 BP0346
 BP0346.The orthometric height was determined by differential leveling
 BP0346.and adjusted by the National Geodetic Survey in 1992..
 BP0346.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0346.rate of 1.1 thru 2.0 mm/km.
 BP0346
 BP0346.The geoid height was determined by GEOID03.
 BP0346
 BP0346.The dynamic height is computed by dividing the NAVD 88
 BP0346.geopotential number by the normal gravity value computed on the
 BP0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0346.degrees latitude (g = 980.6199 gals.).
 BP0346
 BP0346.The modeled gravity was interpolated from observed gravity values.
 BP0346
 BP0346;                    North         East    Units  Estimated Accuracy
 BP0346;SPC TXSC     - 4,284,320.      138,880.      MT  (+/- 180 meters Scaled)
 BP0346
 BP0346                          SUPERSEDED SURVEY CONTROL
 BP0346
 BP0346  NGVD 29 (??/??/92) 1500.062  (m)         4921.45   (f) ADJ UNCH    1 2
 BP0346
 BP0346.Superseded values are not recommended for survey control.
 BP0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0346.See file dsdata.txt to determine how the superseded data were derived.
 BP0346
 BP0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP158541(NAD 83)
 BP0346_MARKER: DB = BENCH MARK DISK
 BP0346_SETTING: 66 = SET IN ROCK OUTCROP
 BP0346_SP_SET: ROCK OUTCROP
 BP0346_STAMPING: XX 1101 1957
 BP0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0346+STABILITY: POSITION/ELEVATION WELL
 BP0346
 BP0346  HISTORY     - Date     Condition        Report By
 BP0346  HISTORY     - 1957     MONUMENTED       CGS
 BP0346
 BP0346                          STATION DESCRIPTION
 BP0346
 BP0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0346'8.9 MI SW FROM ALPINE.
 BP0346'ABOUT 8.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0346'FROM THE STATION AT ALPINE, 98 FEET NORTHWEST OF THE 5TH POLE
 BP0346'SOUTHWEST OF MILEPOST 616, IN THE TOP OF A SMALL ROCK OUTCROP WHICH
 BP0346'PROJECTS 1 FOOT, 40 FEET NORTHWEST OF THE NORTHWEST RAIL, AT THE FOOT
 BP0346'OF A ROCKY HILL, 18 FEET NORTHWEST OF THE NORTHWEST RIGHT OF WAY
 BP0346'FENCE, 17 FEET NORTHWEST OF A TELEPHONE POLE, AND ABOUT 5 FEET ABOVE
 BP0346'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0252 ***********************************************************************
 BL0252  DESIGNATION -  XX 1135
 BL0252  PID         -  BL0252
 BL0252  STATE/COUNTY-  TX/ORANGE
 BL0252  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0252
 BL0252                         *CURRENT SURVEY CONTROL
 BL0252  ___________________________________________________________________
 BL0252* NAD 83(1986)-  30 06 09.     (N)    094 02 05.     (W)     SCALED    
 BL0252* NAVD 88     -         4.176  (meters)      13.70   (feet)  ADJUSTED  
 BL0252  ___________________________________________________________________
 BL0252  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0252  DYNAMIC HT  -           4.170 (meters)      13.68  (feet)  COMP
 BL0252  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BL0252
 BL0252  VERT ORDER  -  FIRST     CLASS I
 BL0252
 BL0252.The horizontal coordinates were scaled from a topographic map and have
 BL0252.an estimated accuracy of +/- 6 seconds.
 BL0252
 BL0252.The orthometric height was determined by differential leveling
 BL0252.and adjusted by the National Geodetic Survey in June 1991..
 BL0252
 BL0252.The geoid height was determined by GEOID03.
 BL0252
 BL0252.The dynamic height is computed by dividing the NAVD 88
 BL0252.geopotential number by the normal gravity value computed on the
 BL0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0252.degrees latitude (g = 980.6199 gals.).
 BL0252
 BL0252.The modeled gravity was interpolated from observed gravity values.
 BL0252
 BL0252;                    North         East    Units  Estimated Accuracy
 BL0252;SPC TX C     - 3,065,500.    1,306,780.      MT  (+/- 180 meters Scaled)
 BL0252
 BL0252                          SUPERSEDED SURVEY CONTROL
 BL0252
 BL0252  NGVD 29 (??/??/??)    4.168  (m)           13.67   (f) ADJUSTED    1 1
 BL0252
 BL0252.Superseded values are not recommended for survey control.
 BL0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0252.See file dsdata.txt to determine how the superseded data were derived.
 BL0252
 BL0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP003305(NAD 83)
 BL0252_MARKER: DB = BENCH MARK DISK
 BL0252_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BL0252+WITH SETTING: PAVEMENT
 BL0252_SP_SET: CONCRETE BASE
 BL0252_STAMPING: XX 1135 1959
 BL0252_MARK LOGO: CGS   
 BL0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0252+STABILITY: SURFACE MOTION
 BL0252
 BL0252  HISTORY     - Date     Condition        Report By
 BL0252  HISTORY     - 1959     MONUMENTED       CGS
 BL0252  HISTORY     - 1972     GOOD             NGS
 BL0252  HISTORY     - 1986     GOOD             NGS
 BL0252  HISTORY     - 19890909 MARK NOT FOUND   USPSQD
 BL0252  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL0252  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 BL0252
 BL0252                          STATION DESCRIPTION
 BL0252
 BL0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0252'3.65 MI E FROM BEAUMONT.
 BL0252'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BL0252'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BL0252'BEAUMONT, THENCE 2.55 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BL0252'33 FEET EAST OF THE EAST END OF A WOODEN TRESTLE, 8 FEET NORTH OF THE
 BL0252'NORTH RAIL, 9 FEET SOUTH OF A TELEPHONE POLE, SET IN THE TOP OF THE
 BL0252'CENTER OF A 3-BY-3-FOOT ABANDONED CONCRETE SIGNAL BASE AND 1 FOOT
 BL0252'BELOW THE LEVEL OF THE TRACK.
 BL0252
 BL0252                          STATION RECOVERY (1986)
 BL0252
 BL0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0252'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 BL0252'TELEPHONE POLE HAS BEEN REMOVED.
 BL0252
 BL0252                          STATION RECOVERY (1989)
 BL0252
 BL0252'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0252'MARK NOT FOUND.
 BL0252
 BL0252                          STATION RECOVERY (1991)
 BL0252
 BL0252'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0252'MARK NOT FOUND.
 BL0252
 BL0252                          STATION RECOVERY (1993)
 BL0252
 BL0252'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1194 ***********************************************************************
 CS1194  DESIGNATION -  XX 395
 CS1194  PID         -  CS1194
 CS1194  STATE/COUNTY-  TX/DALLAS
 CS1194  USGS QUAD   -  OAK CLIFF (1981)
 CS1194
 CS1194                         *CURRENT SURVEY CONTROL
 CS1194  ___________________________________________________________________
 CS1194* NAD 83(1986)-  32 44 16.     (N)    096 47 14.     (W)     SCALED    
 CS1194* NAVD 88     -       130.510  (meters)     428.18   (feet)  ADJUSTED  
 CS1194  ___________________________________________________________________
 CS1194  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CS1194  DYNAMIC HT  -         130.361 (meters)     427.69  (feet)  COMP
 CS1194  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CS1194
 CS1194  VERT ORDER  -  FIRST     CLASS II
 CS1194
 CS1194.The horizontal coordinates were scaled from a topographic map and have
 CS1194.an estimated accuracy of +/- 6 seconds.
 CS1194
 CS1194.The orthometric height was determined by differential leveling
 CS1194.and adjusted by the National Geodetic Survey in June 1991..
 CS1194
 CS1194.The geoid height was determined by GEOID03.
 CS1194
 CS1194.The dynamic height is computed by dividing the NAVD 88
 CS1194.geopotential number by the normal gravity value computed on the
 CS1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1194.degrees latitude (g = 980.6199 gals.).
 CS1194
 CS1194.The modeled gravity was interpolated from observed gravity values.
 CS1194
 CS1194;                    North         East    Units  Estimated Accuracy
 CS1194;SPC TXNC     - 2,120,080.      760,510.      MT  (+/- 180 meters Scaled)
 CS1194
 CS1194                          SUPERSEDED SURVEY CONTROL
 CS1194
 CS1194  NGVD 29 (??/??/92)  130.524  (m)          428.23   (f) ADJ UNCH    1 2
 CS1194
 CS1194.Superseded values are not recommended for survey control.
 CS1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1194.See file dsdata.txt to determine how the superseded data were derived.
 CS1194
 CS1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB073243(NAD 83)
 CS1194_MARKER: DB = BENCH MARK DISK
 CS1194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1194_SP_SET: CONCRETE WALK
 CS1194_STAMPING: XX 395 1947
 CS1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1194
 CS1194  HISTORY     - Date     Condition        Report By
 CS1194  HISTORY     - 1947     MONUMENTED       CGS
 CS1194  HISTORY     - 1958     GOOD             NGS
 CS1194
 CS1194                          STATION DESCRIPTION
 CS1194
 CS1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1194'3.1 MI SE FROM DALLAS.
 CS1194'THE SKYLINE AIRPORT NO LONGER EXISTS.  THE AREA IS NOW A WAREHOUSE
 CS1194'DISTRICT.  THE MARK IS A DISK IN THE CONCRETE WALK AT THE NORTHEAST
 CS1194'CORNER OF THE UNIVERSAL MFG. CO. WAREHOUSE WHICH WAS A METAL HANGER
 CS1194'AND IS NOW A ROW OF COMMERCIAL BUILDINGS IN THE SOUTHWEST POINT OF THE
 CS1194'INTERSECTION OF BIRDSONG DRIVE AND KIEST BLVD.  BIRDSONG DRIVE AND
 CS1194'KIEST BLVD. NOW CROSS THE OLD AIRPORT AREA.  THE MARK IS ABOUT 1 FOOT
 CS1194'EAST OF THE EAST FRONT OF THE BUILDINGS AND IS ABOUT 12 FEET SOUTH OF
 CS1194'THE NORTHEAST CORNER OF THE BUILDING ROW, AT 3715 KIEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0582 ***********************************************************************
 AE0582  DESIGNATION -  XX 645
 AE0582  PID         -  AE0582
 AE0582  STATE/COUNTY-  TX/HIDALGO
 AE0582  USGS QUAD   -  FAYSVILLE (1963)
 AE0582
 AE0582                         *CURRENT SURVEY CONTROL
 AE0582  ___________________________________________________________________
 AE0582* NAD 83(1986)-  26 27 41.     (N)    098 12 10.     (W)     SCALED    
 AE0582* NAVD 88     -        35.696  (meters)     117.11   (feet)  ADJUSTED  
 AE0582  ___________________________________________________________________
 AE0582  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AE0582  DYNAMIC HT  -          35.638 (meters)     116.92  (feet)  COMP
 AE0582  MODELED GRAV-     979,023.0   (mgal)                       NAVD 88
 AE0582
 AE0582  VERT ORDER  -  SECOND    CLASS 0
 AE0582
 AE0582.The horizontal coordinates were scaled from a topographic map and have
 AE0582.an estimated accuracy of +/- 6 seconds.
 AE0582
 AE0582.The orthometric height was determined by differential leveling
 AE0582.and adjusted by the National Geodetic Survey in June 1991..
 AE0582
 AE0582.The geoid height was determined by GEOID03.
 AE0582
 AE0582.The dynamic height is computed by dividing the NAVD 88
 AE0582.geopotential number by the normal gravity value computed on the
 AE0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0582.degrees latitude (g = 980.6199 gals.).
 AE0582
 AE0582.The modeled gravity was interpolated from observed gravity values.
 AE0582
 AE0582;                    North         East    Units  Estimated Accuracy
 AE0582;SPC TX S     - 5,088,080.      329,640.      MT  (+/- 180 meters Scaled)
 AE0582
 AE0582                          SUPERSEDED SURVEY CONTROL
 AE0582
 AE0582  NGVD 29 (??/??/92)   35.800  (m)          117.45   (f) ADJ UNCH    2 0
 AE0582
 AE0582.Superseded values are not recommended for survey control.
 AE0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0582.See file dsdata.txt to determine how the superseded data were derived.
 AE0582
 AE0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ794270(NAD 83)
 AE0582_MARKER: DB = BENCH MARK DISK
 AE0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0582_STAMPING: X X 645 1942
 AE0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0582+STABILITY: SURFACE MOTION
 AE0582
 AE0582  HISTORY     - Date     Condition        Report By
 AE0582  HISTORY     - 1942     MONUMENTED       CGS
 AE0582
 AE0582                          STATION DESCRIPTION
 AE0582
 AE0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0582'14.9 MI NW FROM EDINBURG.
 AE0582'TO REACH FROM THE COUNTY COURTHOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0582'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0582'WEST.  THENCE, GO 4.4 MILES WESTERLY ALONG DIRT ROAD TO THE SITE OF
 AE0582'THE BENCH MARK.  BENCH MARK IS 20.0 FEET SOUTH OF AND ABOUT 1.0 FOOT
 AE0582'ABOVE THE CENTERLINE OF THE ROAD, 6.0 FEET NORTH OF FENCE LINE.  THE
 AE0582'MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0583 ***********************************************************************
 AE0583  DESIGNATION -  XX 645 RESET
 AE0583  PID         -  AE0583
 AE0583  STATE/COUNTY-  TX/HIDALGO
 AE0583  USGS QUAD   -  FAYSVILLE (1963)
 AE0583
 AE0583                         *CURRENT SURVEY CONTROL
 AE0583  ___________________________________________________________________
 AE0583* NAD 83(1986)-  26 27 41.     (N)    098 12 10.     (W)     SCALED    
 AE0583* NAVD 88     -        35.70   (meters)     117.1    (feet)  RESET     
 AE0583  ___________________________________________________________________
 AE0583  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AE0583
 AE0583  VERT ORDER  -  THIRD
 AE0583
 AE0583.The horizontal coordinates were scaled from a topographic map and have
 AE0583.an estimated accuracy of +/- 6 seconds.
 AE0583
 AE0583.The orthometric height was computed from unverified reset data.
 AE0583
 AE0583.The geoid height was determined by GEOID03.
 AE0583
 AE0583;                    North         East    Units  Estimated Accuracy
 AE0583;SPC TX S     - 5,088,080.      329,640.      MT  (+/- 180 meters Scaled)
 AE0583
 AE0583                          SUPERSEDED SURVEY CONTROL
 AE0583
 AE0583.No superseded survey control is available for this station.
 AE0583
 AE0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ794270(NAD 83)
 AE0583_MARKER: DD = SURVEY DISK
 AE0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0583_SP_SET: CONCRETE POST
 AE0583_STAMPING: XX 645 RESET 1959
 AE0583_MARK LOGO: TXHD  
 AE0583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0583+STABILITY: SURFACE MOTION
 AE0583
 AE0583  HISTORY     - Date     Condition        Report By
 AE0583  HISTORY     - 1959     MONUMENTED       TXHD
 AE0583  HISTORY     - 1962     GOOD             USGS
 AE0583  HISTORY     - 19920702 POOR             USPSQD
 AE0583
 AE0583                          STATION DESCRIPTION
 AE0583
 AE0583'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0583'14.8 MI NW FROM EDINBURG.
 AE0583'10.4 MI. W. ALONG U.S. HWY 281 FROM THE CO. COURTHOUSE AT EDINBURG,
 AE0583'HIDALGO CO. THENCE 4.4 MI. W. ALONG A PAVED ROAD.  40 FT. S. OF PAVED
 AE0583'RD. 9 FT. W. OF A T FENCE.  AND IN THE FENCE LINE.  A STD. DISK,
 AE0583'STAMPED XX 645 RESET 1959.  AND SET IN THE TOP OF A CONC. POST PROJ.
 AE0583'0.8 FT. ABOVE THE GROUND.
 AE0583
 AE0583                          STATION RECOVERY (1992)
 AE0583
 AE0583'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0583'RECOVERED IN POOR CONDITION.  NOTE--POST LEANING 15 DEGREES TO THE
 AE0583'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0159 ***********************************************************************
 BL0159  DESIGNATION -  Y 100
 BL0159  PID         -  BL0159
 BL0159  STATE/COUNTY-  TX/TYLER
 BL0159  USGS QUAD   -  BOGGY LAKE (1984)
 BL0159
 BL0159                         *CURRENT SURVEY CONTROL
 BL0159  ___________________________________________________________________
 BL0159* NAD 83(1986)-  30 53 36.     (N)    094 20 59.     (W)     SCALED    
 BL0159* NAVD 88     -        70.89   (+/-2cm)     232.6    (feet)  VERTCON   
 BL0159  ___________________________________________________________________
 BL0159  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BL0159
 BL0159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0159
 BL0159.The horizontal coordinates were scaled from a topographic map and have
 BL0159.an estimated accuracy of +/- 6 seconds.
 BL0159
 BL0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0159.The vertical order pertains to the NGVD 29 superseded value.
 BL0159
 BL0159.The geoid height was determined by GEOID03.
 BL0159
 BL0159;                    North         East    Units  Estimated Accuracy
 BL0159;SPC TX C     - 3,151,360.    1,271,750.      MT  (+/- 180 meters Scaled)
 BL0159
 BL0159                          SUPERSEDED SURVEY CONTROL
 BL0159
 BL0159  NGVD 29 (??/??/92)   70.890  (m)          232.58   (f) ADJ UNCH    2 0
 BL0159
 BL0159.Superseded values are not recommended for survey control.
 BL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0159.See file dsdata.txt to determine how the superseded data were derived.
 BL0159
 BL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ709185(NAD 83)
 BL0159_MARKER: DB = BENCH MARK DISK
 BL0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0159_STAMPING: Y 100 1952
 BL0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0159+STABILITY: SURFACE MOTION
 BL0159
 BL0159  HISTORY     - Date     Condition        Report By
 BL0159  HISTORY     - 1952     MONUMENTED       CGS
 BL0159
 BL0159                          STATION DESCRIPTION
 BL0159
 BL0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0159'4.6 MI E FROM COLMESNEIL.
 BL0159'4.6 MILES EAST ALONG FARM ROAD 1417 FROM THE STATE BANK AT COLMESNEIL,
 BL0159'AT A JUNCTION WITH A WOODS ROAD LEADING SOUTHEAST, EAST OF AND AT THE
 BL0159'FOOT OF A HILL, 108 FEET NORTHEAST OF A FENCE, 96 FEET SOUTH OF THE
 BL0159'CENTER LINE OF THE FARM ROAD, 12 FEET NORTHEAST OF THE CENTER LINE OF
 BL0159'THE WOODS ROAD, 1.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 BL0159'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0945 ***********************************************************************
 AY0945  DESIGNATION -  Y 1000
 AY0945  PID         -  AY0945
 AY0945  STATE/COUNTY-  TX/BEXAR
 AY0945  USGS QUAD   -  CASTLE HILLS (1992)
 AY0945
 AY0945                         *CURRENT SURVEY CONTROL
 AY0945  ___________________________________________________________________
 AY0945* NAD 83(1986)-  29 36 22.     (N)    098 32 14.     (W)     SCALED    
 AY0945* NAVD 88     -       301.985  (meters)     990.76   (feet)  POSTED    
 AY0945  ___________________________________________________________________
 AY0945  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AY0945  DYNAMIC HT  -         301.540 (meters)     989.30  (feet)  COMP
 AY0945  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 AY0945
 AY0945  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0945
 AY0945.The horizontal coordinates were scaled from a topographic map and have
 AY0945.an estimated accuracy of +/- 6 seconds.
 AY0945
 AY0945.The orthometric height was determined by differential leveling
 AY0945.and adjusted by the National Geodetic Survey in 1992..
 AY0945.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0945.rate of 0.0 thru 1.0 mm/km.
 AY0945
 AY0945.The geoid height was determined by GEOID03.
 AY0945
 AY0945.The dynamic height is computed by dividing the NAVD 88
 AY0945.geopotential number by the normal gravity value computed on the
 AY0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0945.degrees latitude (g = 980.6199 gals.).
 AY0945
 AY0945.The modeled gravity was interpolated from observed gravity values.
 AY0945
 AY0945;                    North         East    Units  Estimated Accuracy
 AY0945;SPC TXSC     - 4,196,560.      644,820.      MT  (+/- 180 meters Scaled)
 AY0945
 AY0945                          SUPERSEDED SURVEY CONTROL
 AY0945
 AY0945  NGVD 29 (??/??/92)  301.858  (m)          990.35   (f) ADJ UNCH    1 2
 AY0945
 AY0945.Superseded values are not recommended for survey control.
 AY0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0945.See file dsdata.txt to determine how the superseded data were derived.
 AY0945
 AY0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT448752(NAD 83)
 AY0945_MARKER: DB = BENCH MARK DISK
 AY0945_SETTING: 66 = SET IN ROCK OUTCROP
 AY0945_SP_SET: ROCK OUTCROP
 AY0945_STAMPING: Y-1000 1953
 AY0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0945+STABILITY: POSITION/ELEVATION WELL
 AY0945
 AY0945  HISTORY     - Date     Condition        Report By
 AY0945  HISTORY     - 1953     MONUMENTED       CGS
 AY0945  HISTORY     - 1967     GOOD             USGS
 AY0945  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0945
 AY0945                          STATION DESCRIPTION
 AY0945
 AY0945'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0945'8.7 MI NNW FROM SAN ANTONIO.
 AY0945'REACHED FROM THE JUNCTION OF STATE LOOP 410 AND FARM ROAD 1535, HARRY
 AY0945'WARZBACH HIGHWAY, BY GOING NORTH-NORTHWEST ON THE LATTER FOR 6.8 MILE
 AY0945'TO JUNCTION WITH FARM ROAD 1604, (1.2 MILE NORTHWEST OF SHAVANO PARK),
 AY0945'TURN RIGHT (E) ON FARM ROAD 1604 FOR 1.9 MILE TO A TRACK ROAD NORTH,
 AY0945'(0.4 MILE EAST OF SALADO CREEK CROSSING), TURN LEFT (NW) AND FELLOW
 AY0945'TRACKROAD 0.3 MILE TO A BEND IN ROAD NORTHEAST.  APPROXIMATELY 150
 AY0945'FEET SOUTHWEST OF ROAD BEND, 2 FEET SOUTHWEST OF A ROCK CAIRN, IN THE
 AY0945'TOP OF A LARGE LIMESTONE ROCK, AND 0.2 FOOT ABOVE GROUND.  A STANDARD
 AY0945'DISK, STAMPED Y 1000 1953.
 AY0945
 AY0945                          STATION RECOVERY (1995)
 AY0945
 AY0945'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0111 ***********************************************************************
 AY0111  DESIGNATION -  Y 1001
 AY0111  PID         -  AY0111
 AY0111  STATE/COUNTY-  TX/BEXAR
 AY0111  USGS QUAD   -  LONGHORN (1992)
 AY0111
 AY0111                         *CURRENT SURVEY CONTROL
 AY0111  ___________________________________________________________________
 AY0111* NAD 83(1986)-  29 34 10.     (N)    098 24 36.     (W)     SCALED    
 AY0111* NAVD 88     -       247.486  (meters)     811.96   (feet)  POSTED    
 AY0111  ___________________________________________________________________
 AY0111  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AY0111  DYNAMIC HT  -         247.120 (meters)     810.76  (feet)  COMP
 AY0111  MODELED GRAV-     979,178.5   (mgal)                       NAVD 88
 AY0111
 AY0111  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0111
 AY0111.The horizontal coordinates were scaled from a topographic map and have
 AY0111.an estimated accuracy of +/- 6 seconds.
 AY0111
 AY0111.The orthometric height was determined by differential leveling
 AY0111.and adjusted by the National Geodetic Survey in 1992..
 AY0111.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0111.rate of 0.0 thru 1.0 mm/km.
 AY0111
 AY0111.The geoid height was determined by GEOID03.
 AY0111
 AY0111.The dynamic height is computed by dividing the NAVD 88
 AY0111.geopotential number by the normal gravity value computed on the
 AY0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0111.degrees latitude (g = 980.6199 gals.).
 AY0111
 AY0111.The modeled gravity was interpolated from observed gravity values.
 AY0111
 AY0111;                    North         East    Units  Estimated Accuracy
 AY0111;SPC TXSC     - 4,192,550.      657,160.      MT  (+/- 180 meters Scaled)
 AY0111
 AY0111                          SUPERSEDED SURVEY CONTROL
 AY0111
 AY0111  NGVD 29 (??/??/92)  247.364  (m)          811.56   (f) ADJ UNCH    1 2
 AY0111
 AY0111.Superseded values are not recommended for survey control.
 AY0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0111.See file dsdata.txt to determine how the superseded data were derived.
 AY0111
 AY0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT571712(NAD 83)
 AY0111_MARKER: DB = BENCH MARK DISK
 AY0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0111_STAMPING: Y 1001 1953
 AY0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0111+STABILITY: SURFACE MOTION
 AY0111
 AY0111  HISTORY     - Date     Condition        Report By
 AY0111  HISTORY     - 1953     MONUMENTED       CGS
 AY0111  HISTORY     - 1967     GOOD             USGS
 AY0111  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0111  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0111  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0111
 AY0111                          STATION DESCRIPTION
 AY0111
 AY0111'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0111'0.7 MI NE FROM WETMORE.
 AY0111'0.7 MILES NORTHEAST ALONG STAHL ROAD FROM THE JUNCTION OF WETMORE ROAD
 AY0111'AT WETMORE, BEXAR COUNTY, 28 FEET SOUTHEAST OF THE CENTERLINE OF STAHL
 AY0111'ROAD, 14 FEET SOUTHWEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY
 AY0111'LEADING SOUTHEAST, 2 FEET WEST OF A TELEPHONE POLE.  A STANDARD DISK,
 AY0111'STAMPED Y 1001 1953 AND SET IN THE TOP OF CONCRETE POST PROJECTING 0.5
 AY0111'FT. ABOVE GROUND.
 AY0111
 AY0111                          STATION RECOVERY (1987)
 AY0111
 AY0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0111'MARK NOT FOUND.
 AY0111
 AY0111                          STATION RECOVERY (1990)
 AY0111
 AY0111'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0111'MARK NOT FOUND.
 AY0111
 AY0111                          STATION RECOVERY (1999)
 AY0111
 AY0111'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0353 ***********************************************************************
 AY0353  DESIGNATION -  Y 1002
 AY0353  PID         -  AY0353
 AY0353  STATE/COUNTY-  TX/BEXAR
 AY0353  USGS QUAD   -  MARTINEZ (1992)
 AY0353
 AY0353                         *CURRENT SURVEY CONTROL
 AY0353  ___________________________________________________________________
 AY0353* NAD 83(1986)-  29 24 14.     (N)    098 21 37.     (W)     SCALED    
 AY0353* NAVD 88     -       207.551  (meters)     680.94   (feet)  POSTED    
 AY0353  ___________________________________________________________________
 AY0353  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0353  DYNAMIC HT  -         207.250 (meters)     679.95  (feet)  COMP
 AY0353  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AY0353
 AY0353  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0353
 AY0353.The horizontal coordinates were scaled from a topographic map and have
 AY0353.an estimated accuracy of +/- 6 seconds.
 AY0353
 AY0353.The orthometric height was determined by differential leveling
 AY0353.and adjusted by the National Geodetic Survey in 1992..
 AY0353.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0353.rate of 0.0 thru 1.0 mm/km.
 AY0353
 AY0353.The geoid height was determined by GEOID03.
 AY0353
 AY0353.The dynamic height is computed by dividing the NAVD 88
 AY0353.geopotential number by the normal gravity value computed on the
 AY0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0353.degrees latitude (g = 980.6199 gals.).
 AY0353
 AY0353.The modeled gravity was interpolated from observed gravity values.
 AY0353
 AY0353;                    North         East    Units  Estimated Accuracy
 AY0353;SPC TXSC     - 4,174,230.      662,080.      MT  (+/- 180 meters Scaled)
 AY0353
 AY0353                          SUPERSEDED SURVEY CONTROL
 AY0353
 AY0353  NGVD 29 (??/??/92)  207.449  (m)          680.61   (f) ADJ UNCH    1 2
 AY0353
 AY0353.Superseded values are not recommended for survey control.
 AY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0353.See file dsdata.txt to determine how the superseded data were derived.
 AY0353
 AY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT620529(NAD 83)
 AY0353_MARKER: DB = BENCH MARK DISK
 AY0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0353_STAMPING: Y 1002 1953
 AY0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0353+STABILITY: SURFACE MOTION
 AY0353
 AY0353  HISTORY     - Date     Condition        Report By
 AY0353  HISTORY     - 1953     MONUMENTED       CGS
 AY0353  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0353  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0353  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0353
 AY0353                          STATION DESCRIPTION
 AY0353
 AY0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0353'3.65 MI NE FROM SAN ANTONIO.
 AY0353'2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH LOOP
 AY0353'13 (W.W. WHITE ROAD) AT SAN ANTONIO, THENCE 0.9 MILE NORTH ALONG
 AY0353'FOSTER ROAD, 22 FEET EAST OF THE CENTER LINE OF FOSTER ROAD, 10.6 FEET
 AY0353'SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 2 FEET NORTH OF A
 AY0353'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0353'FOOT ABOVE THE GROUND.
 AY0353
 AY0353                          STATION RECOVERY (1967)
 AY0353
 AY0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0353'MARK NOT FOUND.
 AY0353
 AY0353                          STATION RECOVERY (1988)
 AY0353
 AY0353'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0353'MARK NOT FOUND.
 AY0353
 AY0353                          STATION RECOVERY (1999)
 AY0353
 AY0353'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1089 ***********************************************************************
 AY1089  DESIGNATION -  Y 1004
 AY1089  PID         -  AY1089
 AY1089  STATE/COUNTY-  TX/BANDERA
 AY1089  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1089
 AY1089                         *CURRENT SURVEY CONTROL
 AY1089  ___________________________________________________________________
 AY1089* NAD 83(1986)-  29 43 00.     (N)    098 52 30.     (W)     SCALED    
 AY1089* NAVD 88     -       431.502  (meters)    1415.69   (feet)  ADJUSTED  
 AY1089  ___________________________________________________________________
 AY1089  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AY1089  DYNAMIC HT  -         430.874 (meters)    1413.63  (feet)  COMP
 AY1089  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AY1089
 AY1089  VERT ORDER  -  SECOND    CLASS 0
 AY1089
 AY1089.The horizontal coordinates were scaled from a topographic map and have
 AY1089.an estimated accuracy of +/- 6 seconds.
 AY1089
 AY1089.The orthometric height was determined by differential leveling
 AY1089.and adjusted by the National Geodetic Survey in June 1991..
 AY1089
 AY1089.The geoid height was determined by GEOID03.
 AY1089
 AY1089.The dynamic height is computed by dividing the NAVD 88
 AY1089.geopotential number by the normal gravity value computed on the
 AY1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1089.degrees latitude (g = 980.6199 gals.).
 AY1089
 AY1089.The modeled gravity was interpolated from observed gravity values.
 AY1089
 AY1089;                    North         East    Units  Estimated Accuracy
 AY1089;SPC TXSC     - 4,208,730.      612,090.      MT  (+/- 180 meters Scaled)
 AY1089
 AY1089                          SUPERSEDED SURVEY CONTROL
 AY1089
 AY1089  NGVD 29 (??/??/92)  431.397  (m)         1415.34   (f) ADJ UNCH    2 0
 AY1089
 AY1089.Superseded values are not recommended for survey control.
 AY1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1089.See file dsdata.txt to determine how the superseded data were derived.
 AY1089
 AY1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT120873(NAD 83)
 AY1089_MARKER: DB = BENCH MARK DISK
 AY1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1089_STAMPING: Y 1004 1953
 AY1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1089+STABILITY: SURFACE MOTION
 AY1089
 AY1089  HISTORY     - Date     Condition        Report By
 AY1089  HISTORY     - 1953     MONUMENTED       CGS
 AY1089  HISTORY     - 19931027 GOOD             USPSQD
 AY1089  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1089
 AY1089                          STATION DESCRIPTION
 AY1089
 AY1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1089'3.9 MI SE FROM PIPE CREEK.
 AY1089'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1089'PIPE CREEK, THENCE 0.9 MILE NORTHEAST ALONG A FARM ROAD WHICH IS NOW
 AY1089'UNDER CONSTRUCTION, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 AY1089'5 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A FENCE, 2
 AY1089'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1089'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1089
 AY1089                          STATION RECOVERY (1993)
 AY1089
 AY1089'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1089'RECOVERED IN GOOD CONDITION.
 AY1089
 AY1089                          STATION RECOVERY (2005)
 AY1089
 AY1089'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0519 ***********************************************************************
 AW0519  DESIGNATION -  Y 1006
 AW0519  PID         -  AW0519
 AW0519  STATE/COUNTY-  TX/GALVESTON
 AW0519  USGS QUAD   -  GALVESTON (1994)
 AW0519
 AW0519                         *CURRENT SURVEY CONTROL
 AW0519  ___________________________________________________________________
 AW0519* NAD 83(1986)-  29 20 09.     (N)    094 46 38.     (W)     SCALED    
 AW0519* NAVD 88     -         0.74   (+/-2cm)       2.4    (feet)  VERTCON   
 AW0519  ___________________________________________________________________
 AW0519  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0519
 AW0519  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0519
 AW0519.The horizontal coordinates were scaled from a topographic map and have
 AW0519.an estimated accuracy of +/- 6 seconds.
 AW0519
 AW0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0519.The vertical order pertains to the NGVD 29 superseded value.
 AW0519
 AW0519.The geoid height was determined by GEOID03.
 AW0519
 AW0519;                    North         East    Units  Estimated Accuracy
 AW0519;SPC TXSC     - 4,173,920.    1,009,980.      MT  (+/- 180 meters Scaled)
 AW0519
 AW0519                          SUPERSEDED SURVEY CONTROL
 AW0519
 AW0519  NGVD 29 (??/??/92)    0.739  (m)            2.42   (f) ADJ UNCH    1 2
 AW0519
 AW0519.Superseded values are not recommended for survey control.
 AW0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0519.See file dsdata.txt to determine how the superseded data were derived.
 AW0519
 AW0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN274465(NAD 83)
 AW0519_MARKER: DB = BENCH MARK DISK
 AW0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0519_SP_SET: BUILDING
 AW0519_STAMPING: Y 1006 1954
 AW0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0519
 AW0519  HISTORY     - Date     Condition        Report By
 AW0519  HISTORY     - 1954     MONUMENTED       CGS
 AW0519  HISTORY     - 1958     GOOD             NGS
 AW0519  HISTORY     - 1964     GOOD             NGS
 AW0519  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0519  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW0519  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW0519  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW0519  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW0519  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW0519
 AW0519                          STATION DESCRIPTION
 AW0519
 AW0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0519'7.15 MI N FROM GALVESTON.
 AW0519'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0519'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE ABOUT 1.3 MILES
 AW0519'NORTHEAST ALONG 51ST STREET, THENCE ABOUT 1.35 MILES EAST ALONG A
 AW0519'SHELL ROAD LEADING TO THE TODD SHIP YARD, THENCE ABOUT 0.3 MILE EAST
 AW0519'THROUGH THE SHIP YARD, THENCE ABOUT 1.05 MILES NORTHEAST ALONG A DIM
 AW0519'SHELL ROAD, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A SHELL ROAD,
 AW0519'THENCE ABOUT 1.1 MILE EAST ALONG THE SOUTH SHORE TO THE MOST
 AW0519'NORTHEASTERLY POINT OF THE ISLAND AND THE OLD U. S. QUARANTINE
 AW0519'STATION, IN THE TOP OF THE NORTHWEST SIDE OF THE NORTH CONCRETE
 AW0519'FOOTING OF THE MOST SOUTHWESTERLY ONE OF TWO LARGE STEEL SIGNAL LIGHT
 AW0519'TOWERS, 213 YARDS SOUTH OF THE SOUTHEAST CORNER OF A LARGE BUILDING,
 AW0519'80 FEET WEST OF THE EAST SHORE LINE, AND ABOUT 1 FOOT ABOVE THE
 AW0519'GROUND.
 AW0519
 AW0519                          STATION RECOVERY (1964)
 AW0519
 AW0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0519'RECOVERED IN GOOD CONDITION.
 AW0519
 AW0519                          STATION RECOVERY (1978)
 AW0519
 AW0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0519'NOT RECOVEREC THIS DATS.
 AW0519
 AW0519                          STATION RECOVERY (1991)
 AW0519
 AW0519'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AW0519'MARK NOT FOUND.
 AW0519
 AW0519                          STATION RECOVERY (1994)
 AW0519
 AW0519'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0519'MARK NOT FOUND.
 AW0519
 AW0519                          STATION RECOVERY (2003)
 AW0519
 AW0519'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0519'MARK NOT FOUND.
 AW0519
 AW0519                          STATION RECOVERY (2004)
 AW0519
 AW0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0519'MARK NOT FOUND.
 AW0519
 AW0519                          STATION RECOVERY (2005)
 AW0519
 AW0519'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0519'THLD QUARANTINE STATION IS GONE.  THIS MARK SHOULD BE DROPPED FROM THE
 AW0519'LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0573 ***********************************************************************
 BY0573  DESIGNATION -  Y 101
 BY0573  PID         -  BY0573
 BY0573  STATE/COUNTY-  TX/JASPER
 BY0573  USGS QUAD   -  MC GEE BEND (1984)
 BY0573
 BY0573                         *CURRENT SURVEY CONTROL
 BY0573  ___________________________________________________________________
 BY0573* NAD 83(1986)-  31 00 18.     (N)    094 02 00.     (W)     SCALED    
 BY0573* NAVD 88     -       113.57   (+/-2cm)     372.6    (feet)  VERTCON   
 BY0573  ___________________________________________________________________
 BY0573  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BY0573
 BY0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0573
 BY0573.The horizontal coordinates were scaled from a topographic map and have
 BY0573.an estimated accuracy of +/- 6 seconds.
 BY0573
 BY0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0573.The vertical order pertains to the NGVD 29 superseded value.
 BY0573
 BY0573.The geoid height was determined by GEOID03.
 BY0573
 BY0573;                    North         East    Units  Estimated Accuracy
 BY0573;SPC TX C     - 3,165,390.    1,301,250.      MT  (+/- 180 meters Scaled)
 BY0573
 BY0573                          SUPERSEDED SURVEY CONTROL
 BY0573
 BY0573  NGVD 29 (??/??/92)  113.565  (m)          372.59   (f) ADJ UNCH    2 0
 BY0573
 BY0573.Superseded values are not recommended for survey control.
 BY0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0573.See file dsdata.txt to determine how the superseded data were derived.
 BY0573
 BY0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ013306(NAD 83)
 BY0573_MARKER: DB = BENCH MARK DISK
 BY0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0573_STAMPING: Y 101 1952
 BY0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0573+STABILITY: SURFACE MOTION
 BY0573
 BY0573  HISTORY     - Date     Condition        Report By
 BY0573  HISTORY     - 1952     MONUMENTED       CGS
 BY0573  HISTORY     - 1979     GOOD             USGS
 BY0573
 BY0573                          STATION DESCRIPTION
 BY0573
 BY0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0573'12.65 MI NW FROM JASPER.
 BY0573'3 BLOCKS EAST ALONG U.S. HIGHWAY 190 FROM THE COURTHOUSE AT JASPER,
 BY0573'THENCE 7.7 MILES NORTH ALONG U.S. HIGHWAY 96, THENCE 1.05 MILES
 BY0573'SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.15 MILE NORTH ALONG A
 BY0573'GRADED DIRT ROAD, THENCE 0.7 MILE SOUTHWEST ALONG A WINDING SANDY
 BY0573'ROAD, THENCE 0.2 MILE WEST ALONG A WOODS ROAD, THENCE 0.25 MILE SOUTH
 BY0573'ALONG A WOODS ROAD, THENCE 0.25 MILE WEST ALONG AN ABANDONED GRADED
 BY0573'ROAD, THENCE 0.5 MILE SOUTH ALONG A SANDY WOODS ROAD, THENCE 1.85
 BY0573'MILES WEST ALONG AN OLD TRAM ROAD, 0.3 MILE NORTHEAST OF A WOODS ROAD
 BY0573'LEADING NORTHEAST, 2 FEET SOUTHEAST OF A WIRE FENCE, 1.4 FEET
 BY0573'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0573'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0573
 BY0573                          STATION RECOVERY (1979)
 BY0573
 BY0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0573'3 BLOCKS E ALONG HOUSTON STREET FROM THE COURTHOUSE AT JASPER, THENCE
 BY0573'5.7 MILES N ALONG HWY 96, THENCE 1.3 MILES NNW ALONG GRADED ROAD,
 BY0573'THENCE 0.85 MILE N AND W ALONG GRADED ROAD, THENCE 1.8 MILES S ALONG
 BY0573'GRADED ROAD, THENCE 1.85 MILES W ALONG GRADED TRAM ROAD, 0.3 MILE NE
 BY0573'OF A ROAD JCT., 2 FT. SE OF A FENCE, 1.4 FT. NE OF A WITNESS POST,
 BY0573'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE THE
 BY0573'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1593 ***********************************************************************
 BL1593  DESIGNATION -  Y 1010
 BL1593  PID         -  BL1593
 BL1593  STATE/COUNTY-  TX/HARRIS
 BL1593  USGS QUAD   -  ROSE HILL (1980)
 BL1593
 BL1593                         *CURRENT SURVEY CONTROL
 BL1593  ___________________________________________________________________
 BL1593* NAD 83(1986)-  30 04 55.     (N)    095 43 29.     (W)     SCALED    
 BL1593* NAVD 88     -        66.29   (+/-2cm)     217.5    (feet)  VERTCON   
 BL1593  ___________________________________________________________________
 BL1593  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL1593
 BL1593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1593
 BL1593.The horizontal coordinates were scaled from a topographic map and have
 BL1593.an estimated accuracy of +/- 6 seconds.
 BL1593
 BL1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1593.The vertical order pertains to the NGVD 29 superseded value.
 BL1593
 BL1593.The geoid height was determined by GEOID03.
 BL1593
 BL1593;                    North         East    Units  Estimated Accuracy
 BL1593;SPC TXSC     - 4,253,630.      915,700.      MT  (+/- 180 meters Scaled)
 BL1593
 BL1593                          SUPERSEDED SURVEY CONTROL
 BL1593
 BL1593  NGVD 29 (??/??/92)   66.28   (m)          217.5    (f) COMPUTED    2 0
 BL1593
 BL1593.Superseded values are not recommended for survey control.
 BL1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1593.See file dsdata.txt to determine how the superseded data were derived.
 BL1593
 BL1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP373309(NAD 83)
 BL1593_MARKER: DB = BENCH MARK DISK
 BL1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1593_STAMPING: Y 1010 1954
 BL1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1593+STABILITY: SURFACE MOTION
 BL1593
 BL1593  HISTORY     - Date     Condition        Report By
 BL1593  HISTORY     - 1954     MONUMENTED       CGS
 BL1593  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1593
 BL1593                          STATION DESCRIPTION
 BL1593
 BL1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1593'7.3 MI W FROM TOMBALL.
 BL1593'7.3 MILES WEST ALONG THE WALLER AND TOMBALL ROAD FROM THE POST OFFICE
 BL1593'AT TOMBALL, 100 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE
 BL1593'WHITE HOUSE, 20 FEET NORTHWEST OF A POWER POLE, 49 FEET NORTH OF THE
 BL1593'CENTER LINE OF THE ROAD, 3 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH
 BL1593'OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BL1593'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1593
 BL1593                          STATION RECOVERY (1973)
 BL1593
 BL1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2530 ***********************************************************************
 AW2530  DESIGNATION -  Y 1011
 AW2530  PID         -  AW2530
 AW2530  STATE/COUNTY-  TX/CHAMBERS
 AW2530  USGS QUAD   -  STOWELL (1993)
 AW2530
 AW2530                         *CURRENT SURVEY CONTROL
 AW2530  ___________________________________________________________________
 AW2530* NAD 83(1986)-  29 47 34.     (N)    094 24 20.     (W)     SCALED    
 AW2530* NAVD 88     -         6.82   (+/-2cm)      22.4    (feet)  VERTCON   
 AW2530  ___________________________________________________________________
 AW2530  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW2530
 AW2530  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2530
 AW2530.The horizontal coordinates were scaled from a topographic map and have
 AW2530.an estimated accuracy of +/- 6 seconds.
 AW2530
 AW2530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2530.The vertical order pertains to the NGVD 29 superseded value.
 AW2530
 AW2530.The geoid height was determined by GEOID03.
 AW2530
 AW2530;                    North         East    Units  Estimated Accuracy
 AW2530;SPC TXSC     - 4,225,880.    1,044,060.      MT  (+/- 180 meters Scaled)
 AW2530
 AW2530                          SUPERSEDED SURVEY CONTROL
 AW2530
 AW2530  NGVD 29 (??/??/92)    6.815  (m)           22.36   (f) ADJ UNCH    1 2
 AW2530
 AW2530.Superseded values are not recommended for survey control.
 AW2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2530.See file dsdata.txt to determine how the superseded data were derived.
 AW2530
 AW2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN641966(NAD 83)
 AW2530_MARKER: DB = BENCH MARK DISK
 AW2530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2530_SP_SET: CULVERT
 AW2530_STAMPING: Y 1011 1953
 AW2530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2530+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2530
 AW2530  HISTORY     - Date     Condition        Report By
 AW2530  HISTORY     - 1953     MONUMENTED       CGS
 AW2530  HISTORY     - 1959     GOOD             NGS
 AW2530  HISTORY     - 19950803 GOOD             USPSQD
 AW2530  HISTORY     - 19960908 GOOD             USPSQD
 AW2530  HISTORY     - 20010331 GOOD             NGS
 AW2530  HISTORY     - 20030120 GOOD             USPSQD
 AW2530  HISTORY     - 20040310 GOOD             USPSQD
 AW2530  HISTORY     - 20060120 GOOD             USPSQD
 AW2530
 AW2530                          STATION DESCRIPTION
 AW2530
 AW2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2530'1.45 MI W FROM STOWELL.
 AW2530'0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2530'STOWELL, THENCE 1.35 MILES WEST ALONG STATE HIGHWAY 73 T, 28 FEET
 AW2530'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET BELOW THE LEVEL OF THE
 AW2530'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 AW2530'CONCRETE CULVERT.
 AW2530
 AW2530                          STATION RECOVERY (1959)
 AW2530
 AW2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2530'RECOVERED IN GOOD CONDITION.
 AW2530
 AW2530                          STATION RECOVERY (1995)
 AW2530
 AW2530'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2530'RECOVERED IN GOOD CONDITION.
 AW2530
 AW2530                          STATION RECOVERY (1996)
 AW2530
 AW2530'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2530'RECOVERED IN GOOD CONDITION.
 AW2530
 AW2530                          STATION RECOVERY (2001)
 AW2530
 AW2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2530'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2530
 AW2530                          STATION RECOVERY (2003)
 AW2530
 AW2530'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2530'RECOVERED IN GOOD CONDITION.
 AW2530
 AW2530                          STATION RECOVERY (2004)
 AW2530
 AW2530'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2530'RECOVERED IN GOOD CONDITION.
 AW2530
 AW2530                          STATION RECOVERY (2006)
 AW2530
 AW2530'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2530'FOUND AS DESCRIBED N29 47 33.6 W094 24 20.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1464 ***********************************************************************
 AW1464  DESIGNATION -  Y 1012
 AW1464  PID         -  AW1464
 AW1464  STATE/COUNTY-  TX/CHAMBERS
 AW1464  USGS QUAD   -  ANAHUAC (1993)
 AW1464
 AW1464                         *CURRENT SURVEY CONTROL
 AW1464  ___________________________________________________________________
 AW1464* NAD 83(1986)-  29 46 15.     (N)    094 40 48.     (W)     SCALED    
 AW1464* NAVD 88     -         6.21   (+/-2cm)      20.4    (feet)  VERTCON   
 AW1464  ___________________________________________________________________
 AW1464  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW1464
 AW1464  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1464
 AW1464.The horizontal coordinates were scaled from a topographic map and have
 AW1464.an estimated accuracy of +/- 6 seconds.
 AW1464
 AW1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1464.The vertical order pertains to the NGVD 29 superseded value.
 AW1464
 AW1464.The geoid height was determined by GEOID03.
 AW1464
 AW1464;                    North         East    Units  Estimated Accuracy
 AW1464;SPC TXSC     - 4,222,440.    1,017,640.      MT  (+/- 180 meters Scaled)
 AW1464
 AW1464                          SUPERSEDED SURVEY CONTROL
 AW1464
 AW1464  NGVD 29 (??/??/92)    6.213  (m)           20.38   (f) ADJ UNCH    1 2
 AW1464
 AW1464.Superseded values are not recommended for survey control.
 AW1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1464.See file dsdata.txt to determine how the superseded data were derived.
 AW1464
 AW1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN375945(NAD 83)
 AW1464_MARKER: DB = BENCH MARK DISK
 AW1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1464_STAMPING: Y 1012 1953
 AW1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1464+STABILITY: SURFACE MOTION
 AW1464
 AW1464  HISTORY     - Date     Condition        Report By
 AW1464  HISTORY     - 1953     MONUMENTED       CGS
 AW1464  HISTORY     - 1973     GOOD             NGS
 AW1464  HISTORY     - 1978     GOOD             NGS
 AW1464  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1464  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW1464  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1464  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1464
 AW1464                          STATION DESCRIPTION
 AW1464
 AW1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1464'0.35 MI NE FROM ANAHUAC.
 AW1464'ABOUT 0.15 MILES NORTH ALONG SOUTH MAIN STREET FROM THE POST OFFICE AT
 AW1464'ANAHUAC THENCE 0.2 MILE EAST ON CUMMINGS STREET, 70 FEET NORTHWEST OF
 AW1464'THE NORTHWEST OF THE ELEMENTARY SCHOOL AUDITORIUM BUILDING, 13 FEET
 AW1464'EAST OF THE CENTER LINE OF A PAVED DRIVE LEADING TO THE SCHOOL GARAGE,
 AW1464'12 FEET SOUTH OF THE SOUTH CURBING OF THE CUMMINGS STREET, AND 19 FEET
 AW1464'WEST OF A 22 INCH LIVE OAK TREE.  A C AND GS DISK SET IN THE TOP OF A
 AW1464'CONCRETE POST 2 INCHES BELOW THE GROUND.
 AW1464
 AW1464                          STATION RECOVERY (1978)
 AW1464
 AW1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1464'RECOVERED IN GOOD CONDITION.
 AW1464
 AW1464                          STATION RECOVERY (1990)
 AW1464
 AW1464'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1464'MARK NOT FOUND.
 AW1464
 AW1464                          STATION RECOVERY (1996)
 AW1464
 AW1464'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1464'MARK NOT FOUND.
 AW1464
 AW1464                          STATION RECOVERY (2001)
 AW1464
 AW1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1464'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1464
 AW1464                          STATION RECOVERY (2005)
 AW1464
 AW1464'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1651 ***********************************************************************
 AW1651  DESIGNATION -  Y 1013
 AW1651  PID         -  AW1651
 AW1651  STATE/COUNTY-  TX/HARRIS
 AW1651  USGS QUAD   -  MONT BELVIEU (1994)
 AW1651
 AW1651                         *CURRENT SURVEY CONTROL
 AW1651  ___________________________________________________________________
 AW1651* NAD 83(1986)-  29 45 12.     (N)    094 57 49.     (W)     SCALED    
 AW1651* NAVD 88     -         8.28   (+/-2cm)      27.2    (feet)  VERTCON   
 AW1651  ___________________________________________________________________
 AW1651  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW1651
 AW1651  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1651
 AW1651.The horizontal coordinates were scaled from a topographic map and have
 AW1651.an estimated accuracy of +/- 6 seconds.
 AW1651
 AW1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1651.The vertical order pertains to the NGVD 29 superseded value.
 AW1651
 AW1651.The geoid height was determined by GEOID03.
 AW1651
 AW1651;                    North         East    Units  Estimated Accuracy
 AW1651;SPC TXSC     - 4,219,520.      990,300.      MT  (+/- 180 meters Scaled)
 AW1651
 AW1651                          SUPERSEDED SURVEY CONTROL
 AW1651
 AW1651  NGVD 29 (??/??/92)    8.275  (m)           27.15   (f) ADJ UNCH    1 2
 AW1651
 AW1651.Superseded values are not recommended for survey control.
 AW1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1651.See file dsdata.txt to determine how the superseded data were derived.
 AW1651
 AW1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN101930(NAD 83)
 AW1651_MARKER: DB = BENCH MARK DISK
 AW1651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1651_SP_SET: CULVERT
 AW1651_STAMPING: Y 1013 1953
 AW1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1651
 AW1651  HISTORY     - Date     Condition        Report By
 AW1651  HISTORY     - 1953     MONUMENTED       CGS
 AW1651  HISTORY     - 1963     GOOD             NGS
 AW1651  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1651  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW1651  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1651
 AW1651                          STATION DESCRIPTION
 AW1651
 AW1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW1651'1.55 MI N FROM BAYTOWN.
 AW1651'ABOUT 1.55 MILES NORTH ALONG NORTH MAIN STREET FROM THE INTERSECTION
 AW1651'OF EAST TEXAS AVENUE AT BAYTOWN, 15 FEET EAST OF THE CENTER LINE OF
 AW1651'THE STREET, 27 FEET NORTH OF THE CENTER LINE OF BOB SMITH ROAD, SET IN
 AW1651'THE CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL OF A CULVERT, AND
 AW1651'ABOUT 15 INCHES ABOVE THE LEVEL OF THE ROAD.
 AW1651
 AW1651                          STATION RECOVERY (1978)
 AW1651
 AW1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1651'SEARCHED FOR BUT NOT RECOVERED, JUNE 1978.  NOTE=MAIN STREET WIDENED
 AW1651'AND NO SIGN OF HEADWALL.  BELIEVED DESTROYED.
 AW1651
 AW1651                          STATION RECOVERY (1994)
 AW1651
 AW1651'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1651'MARK NOT FOUND.
 AW1651
 AW1651                          STATION RECOVERY (2001)
 AW1651
 AW1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1651'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2469 ***********************************************************************
 AW2469  DESIGNATION -  Y 1014
 AW2469  PID         -  AW2469
 AW2469  STATE/COUNTY-  TX/JEFFERSON
 AW2469  USGS QUAD   -  CLAM LAKE (1993)
 AW2469
 AW2469                         *CURRENT SURVEY CONTROL
 AW2469  ___________________________________________________________________
 AW2469* NAD 83(1986)-  29 40 56.     (N)    094 01 18.     (W)     SCALED    
 AW2469* NAVD 88     -         1.42   (+/-2cm)       4.7    (feet)  VERTCON   
 AW2469  ___________________________________________________________________
 AW2469  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2469
 AW2469  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2469
 AW2469.The horizontal coordinates were scaled from a topographic map and have
 AW2469.an estimated accuracy of +/- 6 seconds.
 AW2469
 AW2469.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2469.The vertical order pertains to the NGVD 29 superseded value.
 AW2469
 AW2469.The geoid height was determined by GEOID03.
 AW2469
 AW2469;                    North         East    Units  Estimated Accuracy
 AW2469;SPC TXSC     - 4,215,160.    1,081,660.      MT  (+/- 180 meters Scaled)
 AW2469
 AW2469                          SUPERSEDED SURVEY CONTROL
 AW2469
 AW2469  NGVD 29 (??/??/92)    1.416  (m)            4.65   (f) ADJ UNCH    1 2
 AW2469
 AW2469.Superseded values are not recommended for survey control.
 AW2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2469.See file dsdata.txt to determine how the superseded data were derived.
 AW2469
 AW2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN011840(NAD 83)
 AW2469_MARKER: DB = BENCH MARK DISK
 AW2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2469_STAMPING: Y 1014 1953
 AW2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2469+STABILITY: SURFACE MOTION
 AW2469
 AW2469  HISTORY     - Date     Condition        Report By
 AW2469  HISTORY     - 1953     MONUMENTED       CGS
 AW2469  HISTORY     - 1958     GOOD             NGS
 AW2469  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2469
 AW2469                          STATION DESCRIPTION
 AW2469
 AW2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2469'8.7 MI SW FROM SABINE PASS.
 AW2469'ABOUT 8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AW2469'MONUMENT AT SABINE PASS, 47 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW2469'HIGHWAY, 3 1/2 FEET SOUTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL
 AW2469'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 AW2469'CONCRETE POST PROJECTING 5 INCHES.
 AW2469
 AW2469                          STATION RECOVERY (2002)
 AW2469
 AW2469'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2412 ***********************************************************************
 AW2412  DESIGNATION -  Y 1015
 AW2412  PID         -  AW2412
 AW2412  STATE/COUNTY-  TX/CHAMBERS
 AW2412  USGS QUAD   -  STOWELL (1993)
 AW2412
 AW2412                         *CURRENT SURVEY CONTROL
 AW2412  ___________________________________________________________________
 AW2412* NAD 83(1986)-  29 49 15.     (N)    094 22 44.     (W)     SCALED    
 AW2412* NAVD 88     -         8.25   (+/-2cm)      27.1    (feet)  VERTCON   
 AW2412  ___________________________________________________________________
 AW2412  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2412
 AW2412  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2412
 AW2412.The horizontal coordinates were scaled from a topographic map and have
 AW2412.an estimated accuracy of +/- 6 seconds.
 AW2412
 AW2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2412.The vertical order pertains to the NGVD 29 superseded value.
 AW2412
 AW2412.The geoid height was determined by GEOID03.
 AW2412
 AW2412;                    North         East    Units  Estimated Accuracy
 AW2412;SPC TXSC     - 4,229,090.    1,046,510.      MT  (+/- 180 meters Scaled)
 AW2412
 AW2412                          SUPERSEDED SURVEY CONTROL
 AW2412
 AW2412  NGVD 29 (??/??/92)    8.250  (m)           27.07   (f) ADJ UNCH    1 2
 AW2412
 AW2412.Superseded values are not recommended for survey control.
 AW2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2412.See file dsdata.txt to determine how the superseded data were derived.
 AW2412
 AW2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN667997(NAD 83)
 AW2412_MARKER: DB = BENCH MARK DISK
 AW2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2412_STAMPING: Y 1015 1953
 AW2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2412+STABILITY: SURFACE MOTION
 AW2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2412+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 AW2412
 AW2412  HISTORY     - Date     Condition        Report By
 AW2412  HISTORY     - 1953     MONUMENTED       CGS
 AW2412  HISTORY     - 1958     GOOD             NGS
 AW2412  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 AW2412  HISTORY     - 19980202 GOOD             USPSQD
 AW2412  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2412  HISTORY     - 20030120 GOOD             USPSQD
 AW2412  HISTORY     - 20040310 GOOD             USPSQD
 AW2412  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2412
 AW2412                          STATION DESCRIPTION
 AW2412
 AW2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2412'IN WINNIE.
 AW2412'AT WINNIE, 54 FEET NORTH OF THE NORTH FACE OF THE GULF, COLORADO AND
 AW2412'SANTA FE RAILROAD STATION, 188 FEET NORTH OF THE CENTER LINE OF STATE
 AW2412'HIGHWAY 124, 34 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 17 FEET
 AW2412'EAST OF THE EAST RAIL OF A SIDE TRACK, 4 FEET SOUTHEAST OF A TELEPHONE
 AW2412'POLE, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST
 AW2412'PROJECTING 3 INCHES.
 AW2412
 AW2412                          STATION RECOVERY (1996)
 AW2412
 AW2412'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2412'MARK NOT FOUND.
 AW2412
 AW2412                          STATION RECOVERY (1998)
 AW2412
 AW2412'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2412'RECOVERED IN GOOD CONDITION.
 AW2412
 AW2412                          STATION RECOVERY (2001)
 AW2412
 AW2412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2412'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2412
 AW2412                          STATION RECOVERY (2003)
 AW2412
 AW2412'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2412'RECOVERED IN GOOD CONDITION.
 AW2412
 AW2412                          STATION RECOVERY (2004)
 AW2412
 AW2412'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2412'RECOVERED IN GOOD CONDITION.
 AW2412
 AW2412                          STATION RECOVERY (2005)
 AW2412
 AW2412'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0235 ***********************************************************************
 BL0235  DESIGNATION -  Y 1016
 BL0235  PID         -  BL0235
 BL0235  STATE/COUNTY-  TX/JEFFERSON
 BL0235  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0235
 BL0235                         *CURRENT SURVEY CONTROL
 BL0235  ___________________________________________________________________
 BL0235* NAD 83(1986)-  30 04 33.     (N)    094 07 42.     (W)     SCALED    
 BL0235* NAVD 88     -         5.91   (+/-2cm)      19.4    (feet)  VERTCON   
 BL0235  ___________________________________________________________________
 BL0235  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0235
 BL0235  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0235
 BL0235.The horizontal coordinates were scaled from a topographic map and have
 BL0235.an estimated accuracy of +/- 6 seconds.
 BL0235
 BL0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0235.The vertical order pertains to the NGVD 29 superseded value.
 BL0235
 BL0235.The geoid height was determined by GEOID03.
 BL0235
 BL0235;                    North         East    Units  Estimated Accuracy
 BL0235;SPC TXSC     - 4,258,320.    1,069,530.      MT  (+/- 180 meters Scaled)
 BL0235
 BL0235                          SUPERSEDED SURVEY CONTROL
 BL0235
 BL0235  NGVD 29 (??/??/92)    5.918  (m)           19.42   (f) ADJ UNCH    1 2
 BL0235
 BL0235.Superseded values are not recommended for survey control.
 BL0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0235.See file dsdata.txt to determine how the superseded data were derived.
 BL0235
 BL0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP912277(NAD 83)
 BL0235_MARKER: DB = BENCH MARK DISK
 BL0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0235_SP_SET: CONTROL BOX
 BL0235_STAMPING: Y 1016 1954
 BL0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0235
 BL0235  HISTORY     - Date     Condition        Report By
 BL0235  HISTORY     - 1954     MONUMENTED       CGS
 BL0235  HISTORY     - 1958     GOOD             NGS
 BL0235  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL0235  HISTORY     - 19940730 MARK NOT FOUND   USPSQD
 BL0235  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0235  HISTORY     - 20020128 MARK NOT FOUND   NGS
 BL0235
 BL0235                          STATION DESCRIPTION
 BL0235
 BL0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BL0235'1.6 MI W FROM BEAUMONT.
 BL0235'1.6 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0235'STATION AT BEAUMONT, AT THE CROSSING OF U.S. HIGHWAYS 69, 96, AND 287,
 BL0235'55 FEET WEST OF THE CENTER LINE OF THE HIGHWAYS, IN THE TOP OF THE
 BL0235'NORTHEAST CORNER OF AN ABANDONED SIGNAL CONTROL BOX, 60 FEET NORTHWEST
 BL0235'OF THE CENTER OF THE CROSSING, 11 FEET NORTH OF THE NORTH RAIL, 11 1/2
 BL0235'FEET SOUTH OF A POWER POLE, AND ABOUT LEVEL WITH THE TRACKS AND
 BL0235'HIGHWAY.
 BL0235
 BL0235                          STATION RECOVERY (1960)
 BL0235
 BL0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0235'MARK NOT FOUND.
 BL0235
 BL0235                          STATION RECOVERY (1994)
 BL0235
 BL0235'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0235'MARK NOT FOUND.
 BL0235
 BL0235                          STATION RECOVERY (2001)
 BL0235
 BL0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0235'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0235
 BL0235                          STATION RECOVERY (2002)
 BL0235
 BL0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0235'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0236 ***********************************************************************
 BL0236  DESIGNATION -  Y 1016 RESET 1960
 BL0236  PID         -  BL0236
 BL0236  STATE/COUNTY-  TX/JEFFERSON
 BL0236  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0236
 BL0236                         *CURRENT SURVEY CONTROL
 BL0236  ___________________________________________________________________
 BL0236* NAD 83(1986)-  30 04 32.     (N)    094 08 06.     (W)     SCALED    
 BL0236* NAVD 88     -         5.728  (meters)      18.79   (feet)  ADJUSTED  
 BL0236  ___________________________________________________________________
 BL0236  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0236  DYNAMIC HT  -           5.720 (meters)      18.77  (feet)  COMP
 BL0236  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 BL0236
 BL0236  VERT ORDER  -  FIRST     CLASS I
 BL0236
 BL0236.The horizontal coordinates were scaled from a topographic map and have
 BL0236.an estimated accuracy of +/- 6 seconds.
 BL0236
 BL0236.The orthometric height was determined by differential leveling
 BL0236.and adjusted by the National Geodetic Survey in June 1991..
 BL0236
 BL0236.The geoid height was determined by GEOID03.
 BL0236
 BL0236.The dynamic height is computed by dividing the NAVD 88
 BL0236.geopotential number by the normal gravity value computed on the
 BL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0236.degrees latitude (g = 980.6199 gals.).
 BL0236
 BL0236.The modeled gravity was interpolated from observed gravity values.
 BL0236
 BL0236;                    North         East    Units  Estimated Accuracy
 BL0236;SPC TXSC     - 4,258,260.    1,068,890.      MT  (+/- 180 meters Scaled)
 BL0236
 BL0236                          SUPERSEDED SURVEY CONTROL
 BL0236
 BL0236  NGVD 29 (??/??/92)    5.749  (m)           18.86   (f) ADJ UNCH    1 1
 BL0236
 BL0236.Superseded values are not recommended for survey control.
 BL0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0236.See file dsdata.txt to determine how the superseded data were derived.
 BL0236
 BL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP906277(NAD 83)
 BL0236_MARKER: DB = BENCH MARK DISK
 BL0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0236_SP_SET: PIER
 BL0236_STAMPING: Y 1016 RESET 1960
 BL0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0236
 BL0236  HISTORY     - Date     Condition        Report By
 BL0236  HISTORY     - 1960     MONUMENTED       CGS
 BL0236  HISTORY     - 1972     GOOD             NGS
 BL0236  HISTORY     - 19890221 POOR             USPSQD
 BL0236  HISTORY     - 19930202 POOR             USPSQD
 BL0236  HISTORY     - 19940423 GOOD             USPSQD
 BL0236  HISTORY     - 20010331 POOR             NGS
 BL0236  HISTORY     - 20020128 POOR             NGS
 BL0236  HISTORY     - 20020918 MARK NOT FOUND   USPSQD
 BL0236  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0236
 BL0236                          STATION DESCRIPTION
 BL0236
 BL0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0236'IN BEAUMONT.
 BL0236'AT BEAUMONT, ABOUT 0.4 MILE WEST ALONG THE MISSOURI PACIFIC AND
 BL0236'SOUTHERN PACIFIC RAILROAD FROM THE CROSSING OF HIGHWAYS 69-96 AND 287,
 BL0236'AT THE INTERSTATE HIGHWAY 10 OVERPASS OVER THE TRACK, 11.0 FEET SOUTH
 BL0236'OF THE SOUTH RAIL OF THE NORTH TRACK, 7.8 FEET NORTH OF THE NORTH RAIL
 BL0236'OF THE SOUTH TRACK, SET IN THE TOP OF A 1-FOOT SQUARE CONCRETE
 BL0236'MONUMENT PROJECTING 0.6 FOOT AND ON TOP OF BRIDGE COLUMN FOOTING, 1
 BL0236'1/2 FEET EAST OF THE CENTER OF THE EAST LEG OF THE PIER AND ABOUT 1
 BL0236'FOOT BELOW THE LEVEL OF THE TRACK.
 BL0236
 BL0236                          STATION RECOVERY (1989)
 BL0236
 BL0236'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0236'MARK RECOVERED IN POOR CONDITION.
 BL0236
 BL0236                          STATION RECOVERY (1993)
 BL0236
 BL0236'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0236'MARK RECOVERED IN POOR CONDITION.
 BL0236
 BL0236                          STATION RECOVERY (1994)
 BL0236
 BL0236'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0236'RECOVERED IN GOOD CONDITION.
 BL0236
 BL0236                          STATION RECOVERY (2001)
 BL0236
 BL0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0236'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0236
 BL0236                          STATION RECOVERY (2002)
 BL0236
 BL0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0236'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0236
 BL0236                          STATION RECOVERY (2002)
 BL0236
 BL0236'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0236'MARK NOT FOUND.
 BL0236
 BL0236                          STATION RECOVERY (2004)
 BL0236
 BL0236'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2387 ***********************************************************************
 AW2387  DESIGNATION -  Y 1017
 AW2387  PID         -  AW2387
 AW2387  STATE/COUNTY-  TX/JEFFERSON
 AW2387  USGS QUAD   -  FANNETT EAST (1964)
 AW2387
 AW2387                         *CURRENT SURVEY CONTROL
 AW2387  ___________________________________________________________________
 AW2387* NAD 83(1986)-  29 57 16.     (N)    094 13 50.     (W)     SCALED    
 AW2387* NAVD 88     -         5.74   (+/-2cm)      18.8    (feet)  VERTCON   
 AW2387  ___________________________________________________________________
 AW2387  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW2387
 AW2387  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2387
 AW2387.The horizontal coordinates were scaled from a topographic map and have
 AW2387.an estimated accuracy of +/- 6 seconds.
 AW2387
 AW2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2387.The vertical order pertains to the NGVD 29 superseded value.
 AW2387
 AW2387.The geoid height was determined by GEOID03.
 AW2387
 AW2387;                    North         East    Units  Estimated Accuracy
 AW2387;SPC TXSC     - 4,244,470.    1,060,230.      MT  (+/- 180 meters Scaled)
 AW2387
 AW2387                          SUPERSEDED SURVEY CONTROL
 AW2387
 AW2387  NGVD 29 (??/??/92)    5.746  (m)           18.85   (f) ADJ UNCH    1 2
 AW2387
 AW2387.Superseded values are not recommended for survey control.
 AW2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2387.See file dsdata.txt to determine how the superseded data were derived.
 AW2387
 AW2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP812143(NAD 83)
 AW2387_MARKER: DB = BENCH MARK DISK
 AW2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2387_STAMPING: Y 1017 1954
 AW2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2387+STABILITY: SURFACE MOTION
 AW2387
 AW2387  HISTORY     - Date     Condition        Report By
 AW2387  HISTORY     - 1954     MONUMENTED       CGS
 AW2387  HISTORY     - 1958     GOOD             NGS
 AW2387  HISTORY     - 19870421 MARK NOT FOUND   USPSQD
 AW2387  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AW2387  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2387  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2387
 AW2387                          STATION DESCRIPTION
 AW2387
 AW2387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2387'2.6 MI NE FROM FANNETT.
 AW2387'ABOUT 0.15 MILE WEST ALONG A SURFACED ROAD FROM THE SCHOOLHOUSE AT
 AW2387'FANNETT, THENCE ABOUT 2.45 MILES NORTHEAST ALONG STATE HIGHWAY 124, 71
 AW2387'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE
 AW2387'NORTHEAST OF A SMALL FARMHOUSE, ACROSS THE TRACKS FROM A LARGE STOCK
 AW2387'PEN AND A GROUP OF TREES, 1 FOOT NORTHEAST OF A METAL WITNESS POST,
 AW2387'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 AW2387'CONCRETE POST PROJECTING 6 INCHES.
 AW2387
 AW2387                          STATION RECOVERY (1987)
 AW2387
 AW2387'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 AW2387'MARK NOT FOUND.
 AW2387
 AW2387                          STATION RECOVERY (1993)
 AW2387
 AW2387'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 AW2387'MARK NOT FOUND.
 AW2387
 AW2387                          STATION RECOVERY (2001)
 AW2387
 AW2387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2387'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2387
 AW2387                          STATION RECOVERY (2004)
 AW2387
 AW2387'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0471 ***********************************************************************
 BL0471  DESIGNATION -  Y 1018
 BL0471  PID         -  BL0471
 BL0471  STATE/COUNTY-  TX/LIBERTY
 BL0471  USGS QUAD   -  LIBERTY (1984)
 BL0471
 BL0471                         *CURRENT SURVEY CONTROL
 BL0471  ___________________________________________________________________
 BL0471* NAD 83(1986)-  30 05 18.     (N)    094 45 40.     (W)     SCALED    
 BL0471* NAVD 88     -        14.00   (+/-2cm)      45.9    (feet)  VERTCON   
 BL0471  ___________________________________________________________________
 BL0471  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL0471
 BL0471  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0471
 BL0471.The horizontal coordinates were scaled from a topographic map and have
 BL0471.an estimated accuracy of +/- 6 seconds.
 BL0471
 BL0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0471.The vertical order pertains to the NGVD 29 superseded value.
 BL0471
 BL0471.The geoid height was determined by GEOID03.
 BL0471
 BL0471;                    North         East    Units  Estimated Accuracy
 BL0471;SPC TX C     - 3,060,200.    1,236,950.      MT  (+/- 180 meters Scaled)
 BL0471
 BL0471                          SUPERSEDED SURVEY CONTROL
 BL0471
 BL0471  NGVD 29 (??/??/92)   14.008  (m)           45.96   (f) ADJ UNCH    1 2
 BL0471
 BL0471.Superseded values are not recommended for survey control.
 BL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0471.See file dsdata.txt to determine how the superseded data were derived.
 BL0471
 BL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP302298(NAD 83)
 BL0471_MARKER: DB = BENCH MARK DISK
 BL0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0471_STAMPING: Y 1018 1954
 BL0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0471+STABILITY: SURFACE MOTION
 BL0471
 BL0471  HISTORY     - Date     Condition        Report By
 BL0471  HISTORY     - 1954     MONUMENTED       CGS
 BL0471  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0471  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 BL0471
 BL0471                          STATION DESCRIPTION
 BL0471
 BL0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL0471'3.15 MI N FROM LIBERTY.
 BL0471'3.15 MILES NORTH ALONG STATE HIGHWAY 146 FROM THE TEXAS AND NEW
 BL0471'ORLEANS RAILROAD STATION AT LIBERTY, 50 FEET SOUTHEAST OF THE CENTER
 BL0471'LINE OF THE HIGHWAY, 107 FEET SOUTHEAST OF A POWER POLE, 132 FEET
 BL0471'NORTHEAST OF THE CENTER OF A WOODEN GATE, 1.5 FEET NORTHWEST OF A
 BL0471'FENCE, 2.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BL0471'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL0471
 BL0471                          STATION RECOVERY (1977)
 BL0471
 BL0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0471'MARK NOT FOUND.
 BL0471
 BL0471                          STATION RECOVERY (1996)
 BL0471
 BL0471'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1974 ***********************************************************************
 AW1974  DESIGNATION -  Y 1019
 AW1974  PID         -  AW1974
 AW1974  STATE/COUNTY-  TX/HARRIS
 AW1974  USGS QUAD   -  HARMASTON (1982)
 AW1974
 AW1974                         *CURRENT SURVEY CONTROL
 AW1974  ___________________________________________________________________
 AW1974* NAD 83(1986)-  29 53 02.     (N)    095 08 32.     (W)     SCALED    
 AW1974* NAVD 88     -        15.079  (meters)      49.47   (feet)  ADJUSTED  
 AW1974  ___________________________________________________________________
 AW1974  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW1974  DYNAMIC HT  -          15.058 (meters)      49.40  (feet)  COMP
 AW1974  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 AW1974
 AW1974  VERT ORDER  -  FIRST     CLASS II
 AW1974
 AW1974.The horizontal coordinates were scaled from a topographic map and have
 AW1974.an estimated accuracy of +/- 6 seconds.
 AW1974
 AW1974.The orthometric height was determined by differential leveling
 AW1974.and adjusted by the National Geodetic Survey in June 1991..
 AW1974
 AW1974.The geoid height was determined by GEOID03.
 AW1974
 AW1974.The dynamic height is computed by dividing the NAVD 88
 AW1974.geopotential number by the normal gravity value computed on the
 AW1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1974.degrees latitude (g = 980.6199 gals.).
 AW1974
 AW1974.The modeled gravity was interpolated from observed gravity values.
 AW1974
 AW1974;                    North         East    Units  Estimated Accuracy
 AW1974;SPC TXSC     - 4,233,400.      972,550.      MT  (+/- 180 meters Scaled)
 AW1974
 AW1974                          SUPERSEDED SURVEY CONTROL
 AW1974
 AW1974  NGVD 29 (12/23/87)   15.077  (m)           49.47   (f) ADJUSTED    1 2
 AW1974
 AW1974.Superseded values are not recommended for survey control.
 AW1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1974.See file dsdata.txt to determine how the superseded data were derived.
 AW1974
 AW1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP931078(NAD 83)
 AW1974_MARKER: DB = BENCH MARK DISK
 AW1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1974_SP_SET: CONCRETE POST
 AW1974_STAMPING: Y 1019 1954
 AW1974_MARK LOGO: CGS   
 AW1974_PROJECTION: PROJECTING 15 CENTIMETERS
 AW1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1974+STABILITY: SURFACE MOTION
 AW1974
 AW1974  HISTORY     - Date     Condition        Report By
 AW1974  HISTORY     - 1954     MONUMENTED       CGS
 AW1974  HISTORY     - 1963     GOOD             NGS
 AW1974  HISTORY     - 1978     GOOD             NGS
 AW1974  HISTORY     - 1978     GOOD             DOD
 AW1974  HISTORY     - 1983     GOOD             NGS
 AW1974  HISTORY     - 1986     GOOD             NGS
 AW1974  HISTORY     - 19940911 GOOD             USPSQD
 AW1974
 AW1974                          STATION DESCRIPTION
 AW1974
 AW1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW1974'1.8 MI NW FROM SHELDON.
 AW1974'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF THE
 AW1974'SHELDON-DE ZAVALLA ROAD AND U.S. HIGHWAY 90 AT SHELDON, THENCE 0.8
 AW1974'MILE WEST ALONG A PAVED ROAD, 38 FEET NORTH OF THE CENTER LINE OF THE
 AW1974'ROAD, 50 1/2 FEET WEST OF A POLE BEARING A TRANSFORMER, 9 FEET EAST OF
 AW1974'THE CENTER LINE OF A DRIVEWAY LEADING TO A BRICK HOUSE, 1 FOOT SOUTH
 AW1974'OF A HURRICANE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW1974'6 INCHES.
 AW1974
 AW1974                          STATION RECOVERY (1978)
 AW1974
 AW1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1974'RECOVERED IN GOOD CONDITION.
 AW1974
 AW1974                          STATION RECOVERY (1978)
 AW1974
 AW1974'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1974'RECOVERED IN GOOD CONDITION.
 AW1974
 AW1974                          STATION RECOVERY (1983)
 AW1974
 AW1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1974'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW1974'1.7 KM (1.05 MI) NORTH ALONG SHELDON ROAD FROM THE JUNCTION OF U.S.
 AW1974'HIGHWAY 90 IN SHELDON, THENCE 1.3 KM (0.85 MI) WEST ALONG GARRETT
 AW1974'ROAD, AT A PRIVATE DRIVEWAY LEADING NORTH TO THE P. BULANER RESIDENCE,
 AW1974'11.58 METERS (38.0 FT) NORTH OF THE CENTERLINE OF GARRETT ROAD,
 AW1974'15.39 METERS (50.5 FT) WEST OF A POWERLINE POLE WITH TRANSFORMER,
 AW1974'2.74 METERS (9.0 FT) EAST OF THE CENTER OF THE PRIVATE DRIVEWAY, AND
 AW1974'1.37 METERS (4.5 FT) SOUTHWEST OF A CHAIN LINK FENCE.
 AW1974'THE MARK IS 2.3 METERS  WNW FROM A WITNESS POST.
 AW1974'THE MARK IS 0.14 M ABOVE DRIVEWAY.
 AW1974
 AW1974                          STATION RECOVERY (1986)
 AW1974
 AW1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1974'RECOVERED IN GOOD CONDITION.
 AW1974
 AW1974                          STATION RECOVERY (1994)
 AW1974
 AW1974'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0429 ***********************************************************************
 BY0429  DESIGNATION -  Y 102
 BY0429  PID         -  BY0429
 BY0429  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0429  USGS QUAD   -  VEACH (1984)
 BY0429
 BY0429                         *CURRENT SURVEY CONTROL
 BY0429  ___________________________________________________________________
 BY0429* NAD 83(1986)-  31 13 01.     (N)    094 08 04.     (W)     SCALED    
 BY0429* NAVD 88     -        55.93   (+/-2cm)     183.5    (feet)  VERTCON   
 BY0429  ___________________________________________________________________
 BY0429  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY0429
 BY0429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0429
 BY0429.The horizontal coordinates were scaled from a topographic map and have
 BY0429.an estimated accuracy of +/- 6 seconds.
 BY0429
 BY0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0429.The vertical order pertains to the NGVD 29 superseded value.
 BY0429
 BY0429.The geoid height was determined by GEOID03.
 BY0429
 BY0429;                    North         East    Units  Estimated Accuracy
 BY0429;SPC TX C     - 3,188,310.    1,290,300.      MT  (+/- 180 meters Scaled)
 BY0429
 BY0429                          SUPERSEDED SURVEY CONTROL
 BY0429
 BY0429  NGVD 29 (??/??/92)   55.944  (m)          183.54   (f) ADJ UNCH    2 0
 BY0429
 BY0429.Superseded values are not recommended for survey control.
 BY0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0429.See file dsdata.txt to determine how the superseded data were derived.
 BY0429
 BY0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ919542(NAD 83)
 BY0429_MARKER: DB = BENCH MARK DISK
 BY0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0429_STAMPING: Y 102 1952
 BY0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0429+STABILITY: SURFACE MOTION
 BY0429
 BY0429  HISTORY     - Date     Condition        Report By
 BY0429  HISTORY     - 1952     MONUMENTED       CGS
 BY0429
 BY0429                          STATION DESCRIPTION
 BY0429
 BY0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0429'14.35 MI NW FROM BROOKELAND.
 BY0429'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0429'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0429'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 6.75 MILES
 BY0429'NORTHWEST ALONG FOREST ROAD 304, THENCE 1.0 MILE NORTHEAST ALONG A
 BY0429'GRADED DIRT ROAD, 0.5 MILE SOUTHWEST OF A VACANT FARMHOUSE, 34 FEET
 BY0429'NORTHWEST OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTH OF A 16 INCH
 BY0429'PINE TREE, 5.6 FEET SOUTHEAST OF A 13 INCH PINE TREE, 1.4 FEET
 BY0429'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0429'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0701 ***********************************************************************
 AW0701  DESIGNATION -  Y 1020
 AW0701  PID         -  AW0701
 AW0701  STATE/COUNTY-  TX/LIBERTY
 AW0701  USGS QUAD   -  SHEEKS (1993)
 AW0701
 AW0701                         *CURRENT SURVEY CONTROL
 AW0701  ___________________________________________________________________
 AW0701* NAD 83(1986)-  29 58 22.     (N)    094 59 09.     (W)     SCALED    
 AW0701* NAVD 88     -        18.070  (meters)      59.28   (feet)  ADJUSTED  
 AW0701  ___________________________________________________________________
 AW0701  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW0701  DYNAMIC HT  -          18.046 (meters)      59.21  (feet)  COMP
 AW0701  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 AW0701  OBS GRAVITY -     979,302.6   (mgal)                       GRAV_OBS
 AW0701
 AW0701  VERT ORDER  -  FIRST     CLASS I
 AW0701
 AW0701.The horizontal coordinates were scaled from a topographic map and have
 AW0701.an estimated accuracy of +/- 6 seconds.
 AW0701
 AW0701.The orthometric height was determined by differential leveling
 AW0701.and adjusted by the National Geodetic Survey in June 1991..
 AW0701
 AW0701.The geoid height was determined by GEOID03.
 AW0701
 AW0701.The dynamic height is computed by dividing the NAVD 88
 AW0701.geopotential number by the normal gravity value computed on the
 AW0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0701.degrees latitude (g = 980.6199 gals.).
 AW0701
 AW0701.The modeled gravity was interpolated from observed gravity values.
 AW0701.The observed gravity was obtained from relative gravimeter ties
 AW0701.to the IGSN71 gravity network.
 AW0701
 AW0701;                    North         East    Units  Estimated Accuracy
 AW0701;SPC TX C     - 3,046,340.    1,215,920.      MT  (+/- 180 meters Scaled)
 AW0701
 AW0701                          SUPERSEDED SURVEY CONTROL
 AW0701
 AW0701  NGVD 29 (12/23/87)   18.071  (m)           59.29   (f) ADJUSTED    1 1
 AW0701
 AW0701.Superseded values are not recommended for survey control.
 AW0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0701.See file dsdata.txt to determine how the superseded data were derived.
 AW0701
 AW0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP083174(NAD 83)
 AW0701_MARKER: DB = BENCH MARK DISK
 AW0701_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0701_SP_SET: BRIDGE ABUTMENT
 AW0701_STAMPING: Y 1020 1954
 AW0701_MARK LOGO: CGS   
 AW0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0701
 AW0701  HISTORY     - Date     Condition        Report By
 AW0701  HISTORY     - 1954     MONUMENTED       CGS
 AW0701  HISTORY     - 1972     GOOD             NGS
 AW0701  HISTORY     - 1978     GOOD             NGS
 AW0701  HISTORY     - 1987     GOOD             NGS
 AW0701  HISTORY     - 1989     GOOD             USPSQD
 AW0701  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 AW0701
 AW0701                          STATION DESCRIPTION
 AW0701
 AW0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0701'7.55 MI SW FROM DAYTON.
 AW0701'ABOUT 7.55 MILES SOUTHWEST ALONG US HIGHWAY 90 FROM THE HIGH SCHOOL,
 AW0701'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT TO THE
 AW0701'HIGHWAY BRIDGE OVER CEDAR BAYOU, 22.2 FEET NORTHWEST OF THE CENTER
 AW0701'LINE OF THE HIGHWAY.  ALSO 6.6 MILES NORTHEAST ALONG THE SOUTHERN
 AW0701'PACIFIC RAILROAD FROM THE CROSSING OF MAIN STREET AT CROSBY.
 AW0701
 AW0701                          STATION RECOVERY (1978)
 AW0701
 AW0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0701'RECOVERED IN GOOD CONDITION.
 AW0701
 AW0701                          STATION RECOVERY (1987)
 AW0701
 AW0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0701'RECOVERED IN GOOD CONDITION.
 AW0701
 AW0701                          STATION RECOVERY (1989)
 AW0701
 AW0701'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0701'RECOVERED IN GOOD CONDITION.
 AW0701
 AW0701                          STATION RECOVERY (1996)
 AW0701
 AW0701'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0032 ***********************************************************************
 CR0032  DESIGNATION -  Y 1021
 CR0032  PID         -  CR0032
 CR0032  STATE/COUNTY-  TX/HARRISON
 CR0032  USGS QUAD   -  KARNACK (1978)
 CR0032
 CR0032                         *CURRENT SURVEY CONTROL
 CR0032  ___________________________________________________________________
 CR0032* NAD 83(1986)-  32 39 26.     (N)    094 09 42.     (W)     SCALED    
 CR0032* NAVD 88     -        73.577  (meters)     241.39   (feet)  ADJUSTED  
 CR0032  ___________________________________________________________________
 CR0032  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0032  DYNAMIC HT  -          73.495 (meters)     241.12  (feet)  COMP
 CR0032  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 CR0032
 CR0032  VERT ORDER  -  FIRST     CLASS II
 CR0032
 CR0032.The horizontal coordinates were scaled from a topographic map and have
 CR0032.an estimated accuracy of +/- 6 seconds.
 CR0032
 CR0032.The orthometric height was determined by differential leveling
 CR0032.and adjusted by the National Geodetic Survey in June 1991..
 CR0032
 CR0032.The geoid height was determined by GEOID03.
 CR0032
 CR0032.The dynamic height is computed by dividing the NAVD 88
 CR0032.geopotential number by the normal gravity value computed on the
 CR0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0032.degrees latitude (g = 980.6199 gals.).
 CR0032
 CR0032.The modeled gravity was interpolated from observed gravity values.
 CR0032
 CR0032;                    North         East    Units  Estimated Accuracy
 CR0032;SPC TXNC     - 2,118,240.    1,006,830.      MT  (+/- 180 meters Scaled)
 CR0032
 CR0032                          SUPERSEDED SURVEY CONTROL
 CR0032
 CR0032  NGVD 29 (??/??/92)   73.639  (m)          241.60   (f) ADJ UNCH    1 2
 CR0032
 CR0032.Superseded values are not recommended for survey control.
 CR0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0032.See file dsdata.txt to determine how the superseded data were derived.
 CR0032
 CR0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS910138(NAD 83)
 CR0032_MARKER: DB = BENCH MARK DISK
 CR0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0032_STAMPING: Y 1021 1954
 CR0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0032+STABILITY: SURFACE MOTION
 CR0032
 CR0032  HISTORY     - Date     Condition        Report By
 CR0032  HISTORY     - 1954     MONUMENTED       CGS
 CR0032  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0032  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0032
 CR0032                          STATION DESCRIPTION
 CR0032
 CR0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0032'0.9 MI SE FROM KARNACK.
 CR0032'0.9 MILE SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0032'STATION AT KARNACK, ON TOP OF A HILL, 0.2 MILE NORTHWEST OF A TRESTLE,
 CR0032'86 FEET NORTHEAST OF MILEPOST T - 36, 95.3 FEET NORTHEAST OF THE
 CR0032'NORTHEAST RAIL, 36 FEET SOUTHWEST OF THE CENTER LINE OF A GRADED DIRT
 CR0032'ROAD, 3.4 FEET SOUTHWEST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS POST,
 CR0032'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CR0032'GROUND.
 CR0032
 CR0032                          STATION RECOVERY (1990)
 CR0032
 CR0032'RECOVERY NOTE BY US POWER SQUADRON 1990 (MD)
 CR0032'MARK NOT FOUND.
 CR0032
 CR0032                          STATION RECOVERY (1998)
 CR0032
 CR0032'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0021 ***********************************************************************
 CR0021  DESIGNATION -  Y 1022
 CR0021  PID         -  CR0021
 CR0021  STATE/COUNTY-  TX/HARRISON
 CR0021  USGS QUAD   -  WOODLAWN (1978)
 CR0021
 CR0021                         *CURRENT SURVEY CONTROL
 CR0021  ___________________________________________________________________
 CR0021* NAD 83(1986)-  32 44 17.     (N)    094 16 46.     (W)     SCALED    
 CR0021* NAVD 88     -        57.617  (meters)     189.03   (feet)  ADJUSTED  
 CR0021  ___________________________________________________________________
 CR0021  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CR0021  DYNAMIC HT  -          57.553 (meters)     188.82  (feet)  COMP
 CR0021  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 CR0021
 CR0021  VERT ORDER  -  FIRST     CLASS II
 CR0021
 CR0021.The horizontal coordinates were scaled from a topographic map and have
 CR0021.an estimated accuracy of +/- 6 seconds.
 CR0021
 CR0021.The orthometric height was determined by differential leveling
 CR0021.and adjusted by the National Geodetic Survey in June 1991..
 CR0021
 CR0021.The geoid height was determined by GEOID03.
 CR0021
 CR0021.The dynamic height is computed by dividing the NAVD 88
 CR0021.geopotential number by the normal gravity value computed on the
 CR0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0021.degrees latitude (g = 980.6199 gals.).
 CR0021
 CR0021.The modeled gravity was interpolated from observed gravity values.
 CR0021
 CR0021;                    North         East    Units  Estimated Accuracy
 CR0021;SPC TXNC     - 2,126,750.      995,440.      MT  (+/- 180 meters Scaled)
 CR0021
 CR0021                          SUPERSEDED SURVEY CONTROL
 CR0021
 CR0021  NGVD 29 (??/??/92)   57.678  (m)          189.23   (f) ADJ UNCH    1 2
 CR0021
 CR0021.Superseded values are not recommended for survey control.
 CR0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0021.See file dsdata.txt to determine how the superseded data were derived.
 CR0021
 CR0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS801229(NAD 83)
 CR0021_MARKER: DB = BENCH MARK DISK
 CR0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0021_STAMPING: Y 1022 1954
 CR0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0021+STABILITY: SURFACE MOTION
 CR0021
 CR0021  HISTORY     - Date     Condition        Report By
 CR0021  HISTORY     - 1954     MONUMENTED       CGS
 CR0021  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0021
 CR0021                          STATION DESCRIPTION
 CR0021
 CR0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0021'4.15 MI SE FROM JEFFERSON.
 CR0021'4.15 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0021'THE STATION AT JEFFERSON, 5 POLES NORTHWEST OF MILEPOST T - 45, AT A
 CR0021'PRIVATE ROAD CROSSING, 42.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 35
 CR0021'FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 34 FEET WEST OF A
 CR0021'TELEPHONE POLE, 39 FEET NORTHEAST OF A 26 INCH PINE TREE, 8.5 FEET
 CR0021'NORTHWEST OF AN 8 INCH OAK TREE, 3 FEET NORTHEAST OF A FENCE, 1.7 FEET
 CR0021'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0021'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CR0021
 CR0021                          STATION RECOVERY (1998)
 CR0021
 CR0021'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1554 ***********************************************************************
 BL1554  DESIGNATION -  Y 1023
 BL1554  PID         -  BL1554
 BL1554  STATE/COUNTY-  TX/MONTGOMERY
 BL1554  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1554
 BL1554                         *CURRENT SURVEY CONTROL
 BL1554  ___________________________________________________________________
 BL1554* NAD 83(1986)-  30 07 35.     (N)    095 45 18.     (W)     SCALED    
 BL1554* NAVD 88     -        72.97   (+/-2cm)     239.4    (feet)  VERTCON   
 BL1554  ___________________________________________________________________
 BL1554  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1554
 BL1554  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1554
 BL1554.The horizontal coordinates were scaled from a topographic map and have
 BL1554.an estimated accuracy of +/- 6 seconds.
 BL1554
 BL1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1554.The vertical order pertains to the NGVD 29 superseded value.
 BL1554
 BL1554.The geoid height was determined by GEOID03.
 BL1554
 BL1554;                    North         East    Units  Estimated Accuracy
 BL1554;SPC TX C     - 3,060,040.    1,141,060.      MT  (+/- 180 meters Scaled)
 BL1554
 BL1554                          SUPERSEDED SURVEY CONTROL
 BL1554
 BL1554  NGVD 29 (04/06/79)   72.967  (m)          239.39   (f) ADJUSTED    1 2
 BL1554
 BL1554.Superseded values are not recommended for survey control.
 BL1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1554.See file dsdata.txt to determine how the superseded data were derived.
 BL1554
 BL1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP345359(NAD 83)
 BL1554_MARKER: DB = BENCH MARK DISK
 BL1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1554_STAMPING: Y 1023 1954
 BL1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1554+STABILITY: SURFACE MOTION
 BL1554
 BL1554  HISTORY     - Date     Condition        Report By
 BL1554  HISTORY     - 1954     MONUMENTED       CGS
 BL1554  HISTORY     - 1978     GOOD             NGS
 BL1554  HISTORY     - 20050818 GOOD             GEOCAC
 BL1554
 BL1554                          STATION DESCRIPTION
 BL1554
 BL1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1554'6.1 MI S FROM MAGNOLIA.
 BL1554'0.2 MILE WEST ALONG AN OILED STREET FROM THE WEST SCHOOL BUILDING AT
 BL1554'MAGNOLIA, THENCE 5.9 MILES SOUTH ALONG A DIRT ROAD, 0.2 MILE WEST OF A
 BL1554'FARMHOUSE, 0.1 MILE WEST OF A CURVE IN THE ROAD, 50 FEET SOUTH OF THE
 BL1554'CENTER LINE OF A ROAD, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 BL1554'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. NOTE--
 BL1554'THIS ROAD IS NOW UNDER CONSTRUCTION.
 BL1554
 BL1554                          STATION RECOVERY (1978)
 BL1554
 BL1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1554'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1554'CONROE ROAD AND THE MISSOURI-PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1554'0.15 MILE SOUTHEAST ALONG COMMERCE STREET, AND THENCE 5.55 MILES
 BL1554'SOUTH ALONG NICHOLS SAW MILL ROAD.  ON THE OUTSIDE OF THE CURVE IN
 BL1554'THE ROAD AND SET IN A SMALL PASTURE, 44 FEET WEST-SOUTHWEST OF A
 BL1554'FENCE CORNER POST, 52 FEET SOUTH OF THE CENTER OF A PAVED ROAD
 BL1554'LEADING EAST TO A FARM HOUSE, AND 30.5 FEET SOUTHEAST OF AN
 BL1554'UNDERGROUND CABLE MARKER POST.  NOTE=THE WITNESS POST IS SET ON THE
 BL1554'FENCE LINE.
 BL1554
 BL1554                          STATION RECOVERY (2005)
 BL1554
 BL1554'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1554'SOUTH OF THE TRIANGLE FORMED BY NICHOLS SAWMILL ROAD, TURTLE DOVE
 BL1554'LANE, AND A PAVED ROAD, IN A RESIDENTIAL LAWN, ABOUT 15.5 METERS (52
 BL1554'FEET) SOUTH OF THE CENTER OF THE PAVED ROAD, ABOUT 20 METERS (66 FEET)
 BL1554'WEST OF THE CENTER OF TURTLE DOVE LANE, ABOUT 10.5 METERS (35 FEET)
 BL1554'WEST-SOUTHWEST OF AN ELECTRIC METER, AND TOUCHING THE NORTH BASE OF A
 BL1554'6 INCH PERSIMMON TREE.
 BL1554'LAT/LON BY HANDHELD GPS(NAD83) N30 07 35.1 W095 45 17.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0418 ***********************************************************************
 DM0418  DESIGNATION -  Y 1024
 DM0418  PID         -  DM0418
 DM0418  STATE/COUNTY-  TX/HOPKINS
 DM0418  USGS QUAD   -  COMO (1964)
 DM0418
 DM0418                         *CURRENT SURVEY CONTROL
 DM0418  ___________________________________________________________________
 DM0418* NAD 83(1986)-  33 01 48.     (N)    095 23 40.     (W)     SCALED    
 DM0418* NAVD 88     -       161.598  (meters)     530.18   (feet)  ADJUSTED  
 DM0418  ___________________________________________________________________
 DM0418  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DM0418  DYNAMIC HT  -         161.418 (meters)     529.59  (feet)  COMP
 DM0418  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 DM0418
 DM0418  VERT ORDER  -  FIRST     CLASS II
 DM0418
 DM0418.The horizontal coordinates were scaled from a topographic map and have
 DM0418.an estimated accuracy of +/- 6 seconds.
 DM0418
 DM0418.The orthometric height was determined by differential leveling
 DM0418.and adjusted by the National Geodetic Survey in June 1991..
 DM0418
 DM0418.The geoid height was determined by GEOID03.
 DM0418
 DM0418.The dynamic height is computed by dividing the NAVD 88
 DM0418.geopotential number by the normal gravity value computed on the
 DM0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0418.degrees latitude (g = 980.6199 gals.).
 DM0418
 DM0418.The modeled gravity was interpolated from observed gravity values.
 DM0418
 DM0418;                    North         East    Units  Estimated Accuracy
 DM0418;SPC TXNC     - 2,155,470.      890,050.      MT  (+/- 180 meters Scaled)
 DM0418
 DM0418                          SUPERSEDED SURVEY CONTROL
 DM0418
 DM0418  NGVD 29 (??/??/92)  161.599  (m)          530.18   (f) ADJ UNCH    1 2
 DM0418
 DM0418.Superseded values are not recommended for survey control.
 DM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0418.See file dsdata.txt to determine how the superseded data were derived.
 DM0418
 DM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS763571(NAD 83)
 DM0418_MARKER: DB = BENCH MARK DISK
 DM0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0418_SP_SET: CULVERT
 DM0418_STAMPING: Y 1024
 DM0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0418
 DM0418  HISTORY     - Date     Condition        Report By
 DM0418  HISTORY     - UNK      MONUMENTED       CGS
 DM0418  HISTORY     - 1954     GOOD             NGS
 DM0418  HISTORY     - 19950627 GOOD             USPSQD
 DM0418
 DM0418                          STATION DESCRIPTION
 DM0418
 DM0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DM0418'8.2 MI NW FROM WINNSBORO.
 DM0418'8.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0418'STATION AT WINNSBORO, 4 1/2 POLES WEST OF THE STATION SIGN AT PICKTON,
 DM0418'2 1/2 POLES EAST OF MILEPOST T - 126, 13 FEET NORTH OF THE NORTH RAIL,
 DM0418'4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF
 DM0418'THE NORTH HEADWALL OF A CONCRETE CULVERT.
 DM0418
 DM0418                          STATION RECOVERY (1995)
 DM0418
 DM0418'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0296 ***********************************************************************
 CR0296  DESIGNATION -  Y 1025
 CR0296  PID         -  CR0296
 CR0296  STATE/COUNTY-  TX/CAMP
 CR0296  USGS QUAD   -  LEESBURG (1960)
 CR0296
 CR0296                         *CURRENT SURVEY CONTROL
 CR0296  ___________________________________________________________________
 CR0296* NAD 83(1986)-  32 58 46.     (N)    095 05 46.     (W)     SCALED    
 CR0296* NAVD 88     -       128.197  (meters)     420.59   (feet)  ADJUSTED  
 CR0296  ___________________________________________________________________
 CR0296  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CR0296  DYNAMIC HT  -         128.054 (meters)     420.12  (feet)  COMP
 CR0296  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CR0296
 CR0296  VERT ORDER  -  FIRST     CLASS II
 CR0296
 CR0296.The horizontal coordinates were scaled from a topographic map and have
 CR0296.an estimated accuracy of +/- 6 seconds.
 CR0296
 CR0296.The orthometric height was determined by differential leveling
 CR0296.and adjusted by the National Geodetic Survey in June 1991..
 CR0296
 CR0296.The geoid height was determined by GEOID03.
 CR0296
 CR0296.The dynamic height is computed by dividing the NAVD 88
 CR0296.geopotential number by the normal gravity value computed on the
 CR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0296.degrees latitude (g = 980.6199 gals.).
 CR0296
 CR0296.The modeled gravity was interpolated from observed gravity values.
 CR0296
 CR0296;                    North         East    Units  Estimated Accuracy
 CR0296;SPC TXNC     - 2,150,730.      918,080.      MT  (+/- 180 meters Scaled)
 CR0296
 CR0296                          SUPERSEDED SURVEY CONTROL
 CR0296
 CR0296  NGVD 29 (??/??/92)  128.208  (m)          420.63   (f) ADJ UNCH    1 2
 CR0296
 CR0296.Superseded values are not recommended for survey control.
 CR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0296.See file dsdata.txt to determine how the superseded data were derived.
 CR0296
 CR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS041509(NAD 83)
 CR0296_MARKER: DB = BENCH MARK DISK
 CR0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0296_STAMPING: Y 1025 1954
 CR0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0296+STABILITY: SURFACE MOTION
 CR0296
 CR0296  HISTORY     - Date     Condition        Report By
 CR0296  HISTORY     - 1954     MONUMENTED       CGS
 CR0296
 CR0296                          STATION DESCRIPTION
 CR0296
 CR0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0296'7.7 MI W FROM PITTSBURG.
 CR0296'7.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0296'STATION AT PITTSBURG, 68 FEET SOUTH OF MILEPOST T - 106, 42 FEET SOUTH
 CR0296'OF THE SOUTH RAIL, 5 FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS
 CR0296'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CR0296'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0153 ***********************************************************************
 BM0153  DESIGNATION -  Y 1027
 BM0153  PID         -  BM0153
 BM0153  STATE/COUNTY-  TX/WALLER
 BM0153  USGS QUAD   -  HEMPSTEAD (1980)
 BM0153
 BM0153                         *CURRENT SURVEY CONTROL
 BM0153  ___________________________________________________________________
 BM0153* NAD 83(1986)-  30 03 14.     (N)    096 02 14.     (W)     SCALED    
 BM0153* NAVD 88     -        63.41   (+/-2cm)     208.0    (feet)  VERTCON   
 BM0153  ___________________________________________________________________
 BM0153  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BM0153
 BM0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0153
 BM0153.The horizontal coordinates were scaled from a topographic map and have
 BM0153.an estimated accuracy of +/- 6 seconds.
 BM0153
 BM0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0153.The vertical order pertains to the NGVD 29 superseded value.
 BM0153
 BM0153.The geoid height was determined by GEOID03.
 BM0153
 BM0153;                    North         East    Units  Estimated Accuracy
 BM0153;SPC TXSC     - 4,249,720.      885,670.      MT  (+/- 180 meters Scaled)
 BM0153
 BM0153                          SUPERSEDED SURVEY CONTROL
 BM0153
 BM0153  NGVD 29 (??/??/92)   63.398  (m)          208.00   (f) ADJ UNCH    2 0
 BM0153
 BM0153.Superseded values are not recommended for survey control.
 BM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0153.See file dsdata.txt to determine how the superseded data were derived.
 BM0153
 BM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU856284(NAD 83)
 BM0153_MARKER: DB = BENCH MARK DISK
 BM0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0153_STAMPING: Y 1027 1954
 BM0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0153+STABILITY: SURFACE MOTION
 BM0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0153+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 BM0153
 BM0153  HISTORY     - Date     Condition        Report By
 BM0153  HISTORY     - 1954     MONUMENTED       CGS
 BM0153  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0153  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0153  HISTORY     - 20041016 GOOD             USPSQD
 BM0153
 BM0153                          STATION DESCRIPTION
 BM0153
 BM0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0153'4.45 MI SE FROM HEMPSTEAD.
 BM0153'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BM0153'HEMPSTEAD, THENCE 2.0 MILES SOUTH ALONG FARM ROAD 359, 47 FEET EAST OF
 BM0153'THE CENTER LINE OF THE FARM ROAD, 2 FEET WEST OF A FENCE, 2.4 FEET
 BM0153'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0153'PROJECTS 0.7 FOOT ABOVE THE GROUND, 0.1 MILE SOUTH OF A FARMHOUSE.
 BM0153
 BM0153                          STATION RECOVERY (1991)
 BM0153
 BM0153'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0153'MARK NOT FOUND.
 BM0153
 BM0153                          STATION RECOVERY (1999)
 BM0153
 BM0153'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0153'MARK NOT FOUND.
 BM0153
 BM0153                          STATION RECOVERY (2004)
 BM0153
 BM0153'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0153'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0190 ***********************************************************************
 BM0190  DESIGNATION -  Y 1029
 BM0190  PID         -  BM0190
 BM0190  STATE/COUNTY-  TX/AUSTIN
 BM0190  USGS QUAD   -  BUCKHORN (1989)
 BM0190
 BM0190                         *CURRENT SURVEY CONTROL
 BM0190  ___________________________________________________________________
 BM0190* NAD 83(1986)-  30 02 19.     (N)    096 11 47.     (W)     SCALED    
 BM0190* NAVD 88     -        70.17   (+/-2cm)     230.2    (feet)  VERTCON   
 BM0190  ___________________________________________________________________
 BM0190  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BM0190
 BM0190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0190
 BM0190.The horizontal coordinates were scaled from a topographic map and have
 BM0190.an estimated accuracy of +/- 6 seconds.
 BM0190
 BM0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0190.The vertical order pertains to the NGVD 29 superseded value.
 BM0190
 BM0190.The geoid height was determined by GEOID03.
 BM0190
 BM0190;                    North         East    Units  Estimated Accuracy
 BM0190;SPC TXSC     - 4,247,650.      870,360.      MT  (+/- 180 meters Scaled)
 BM0190
 BM0190                          SUPERSEDED SURVEY CONTROL
 BM0190
 BM0190  NGVD 29 (??/??/92)   70.151  (m)          230.15   (f) ADJ UNCH    2 0
 BM0190
 BM0190.Superseded values are not recommended for survey control.
 BM0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0190.See file dsdata.txt to determine how the superseded data were derived.
 BM0190
 BM0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU703263(NAD 83)
 BM0190_MARKER: DB = BENCH MARK DISK
 BM0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0190_STAMPING: Y 1029 1954
 BM0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0190+STABILITY: SURFACE MOTION
 BM0190
 BM0190  HISTORY     - Date     Condition        Report By
 BM0190  HISTORY     - 1954     MONUMENTED       CGS
 BM0190  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0190
 BM0190                          STATION DESCRIPTION
 BM0190
 BM0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0190'4.95 MI NW FROM COCHRAN.
 BM0190'0.5 MILE NORTH ALONG AN OILED ROAD FROM THE GRADE SCHOOL AT COCHRAN,
 BM0190'THENCE 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 159, THENCE 2.3 MILES
 BM0190'NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ALONG A DIRT
 BM0190'ROAD, THENCE 1.35 MILES WEST ALONG A GRAVELED ROAD, 39 FEET NORTH OF
 BM0190'THE CENTER LINE OF A ROAD, 1 FOOT SOUTH OF A FENCE, 2.5 FEET EAST OF A
 BM0190'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BM0190'FOOT ABOVE THE GROUND.
 BM0190
 BM0190                          STATION RECOVERY (1999)
 BM0190
 BM0190'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0112 ***********************************************************************
 BO0112  DESIGNATION -  Y 103
 BO0112  PID         -  BO0112
 BO0112  STATE/COUNTY-  TX/SUTTON
 BO0112  USGS QUAD   -  SONORA SE (1982)
 BO0112
 BO0112                         *CURRENT SURVEY CONTROL
 BO0112  ___________________________________________________________________
 BO0112* NAD 83(1986)-  30 34 16.     (N)    100 34 48.     (W)     SCALED    
 BO0112* NAVD 88     -       699.885  (meters)    2296.21   (feet)  POSTED    
 BO0112  ___________________________________________________________________
 BO0112  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 BO0112  DYNAMIC HT  -         698.860 (meters)    2292.84  (feet)  COMP
 BO0112  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 BO0112
 BO0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BO0112
 BO0112.The horizontal coordinates were scaled from a topographic map and have
 BO0112.an estimated accuracy of +/- 6 seconds.
 BO0112
 BO0112.The orthometric height was determined by differential leveling
 BO0112.and adjusted by the National Geodetic Survey in 1992..
 BO0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BO0112.rate of 0.0 thru 1.0 mm/km.
 BO0112
 BO0112.The geoid height was determined by GEOID03.
 BO0112
 BO0112.The dynamic height is computed by dividing the NAVD 88
 BO0112.geopotential number by the normal gravity value computed on the
 BO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0112.degrees latitude (g = 980.6199 gals.).
 BO0112
 BO0112.The modeled gravity was interpolated from observed gravity values.
 BO0112
 BO0112;                    North         East    Units  Estimated Accuracy
 BO0112;SPC TX C     - 3,100,290.      676,340.      MT  (+/- 180 meters Scaled)
 BO0112
 BO0112                          SUPERSEDED SURVEY CONTROL
 BO0112
 BO0112  NGVD 29 (??/??/92)  699.705  (m)         2295.62   (f) ADJ UNCH    1 2
 BO0112
 BO0112.Superseded values are not recommended for survey control.
 BO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0112.See file dsdata.txt to determine how the superseded data were derived.
 BO0112
 BO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU484831(NAD 83)
 BO0112_MARKER: DB = BENCH MARK DISK
 BO0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0112_SP_SET: CULVERT
 BO0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0112
 BO0112  HISTORY     - Date     Condition        Report By
 BO0112  HISTORY     - UNK      MONUMENTED       CGS
 BO0112  HISTORY     - 1932     GOOD             NGS
 BO0112  HISTORY     - 1958     MARK NOT FOUND   NGS
 BO0112
 BO0112                          STATION DESCRIPTION
 BO0112
 BO0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BO0112'4.5 MI E FROM SONORA.
 BO0112'4.5 MILES EAST OF, SET IN TOP OF NORTH CONCRETE HEADWALL OF CULVERT
 BO0112'NEAR CROSSING OF HUMBOLDT PIPE LINE.  NOTE-- ROAD CONSTR. IN AREA.
 BO0112
 BO0112                          STATION RECOVERY (1958)
 BO0112
 BO0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BO0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0213 ***********************************************************************
 BM0213  DESIGNATION -  Y 1030
 BM0213  PID         -  BM0213
 BM0213  STATE/COUNTY-  TX/WASHINGTON
 BM0213  USGS QUAD   -  BUCKHORN (1989)
 BM0213
 BM0213                         *CURRENT SURVEY CONTROL
 BM0213  ___________________________________________________________________
 BM0213* NAD 83(1986)-  30 05 46.     (N)    096 13 23.     (W)     SCALED    
 BM0213* NAVD 88     -        76.51   (+/-2cm)     251.0    (feet)  VERTCON   
 BM0213  ___________________________________________________________________
 BM0213  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BM0213
 BM0213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0213
 BM0213.The horizontal coordinates were scaled from a topographic map and have
 BM0213.an estimated accuracy of +/- 6 seconds.
 BM0213
 BM0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0213.The vertical order pertains to the NGVD 29 superseded value.
 BM0213
 BM0213.The geoid height was determined by GEOID03.
 BM0213
 BM0213;                    North         East    Units  Estimated Accuracy
 BM0213;SPC TX C     - 3,054,930.    1,096,120.      MT  (+/- 180 meters Scaled)
 BM0213
 BM0213                          SUPERSEDED SURVEY CONTROL
 BM0213
 BM0213  NGVD 29 (??/??/92)   76.486  (m)          250.94   (f) ADJ UNCH    2 0
 BM0213
 BM0213.Superseded values are not recommended for survey control.
 BM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0213.See file dsdata.txt to determine how the superseded data were derived.
 BM0213
 BM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU676326(NAD 83)
 BM0213_MARKER: DB = BENCH MARK DISK
 BM0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0213_STAMPING: Y 1030 1954
 BM0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0213+STABILITY: SURFACE MOTION
 BM0213
 BM0213  HISTORY     - Date     Condition        Report By
 BM0213  HISTORY     - 1954     MONUMENTED       CGS
 BM0213  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0213
 BM0213                          STATION DESCRIPTION
 BM0213
 BM0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0213'3.35 MI S FROM CHAPEL HILL.
 BM0213'0.65 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0213'STATION SIGN AT CHAPEL HILL, THENCE 2.7 MILES SOUTH ALONG FARM ROAD
 BM0213'1371, 39 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 1.3 FEET WEST
 BM0213'OF A FENCE, 3.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BM0213'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0213
 BM0213                          STATION RECOVERY (1994)
 BM0213
 BM0213'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1511 ***********************************************************************
 BL1511  DESIGNATION -  Y 1031
 BL1511  PID         -  BL1511
 BL1511  STATE/COUNTY-  TX/GRIMES
 BL1511  USGS QUAD   -  STONEHAM (1961)
 BL1511
 BL1511                         *CURRENT SURVEY CONTROL
 BL1511  ___________________________________________________________________
 BL1511* NAD 83(1986)-  30 16 33.     (N)    095 58 17.     (W)     SCALED    
 BL1511* NAVD 88     -        91.94   (+/-2cm)     301.6    (feet)  VERTCON   
 BL1511  ___________________________________________________________________
 BL1511  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL1511
 BL1511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1511
 BL1511.The horizontal coordinates were scaled from a topographic map and have
 BL1511.an estimated accuracy of +/- 6 seconds.
 BL1511
 BL1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1511.The vertical order pertains to the NGVD 29 superseded value.
 BL1511
 BL1511.The geoid height was determined by GEOID03.
 BL1511
 BL1511;                    North         East    Units  Estimated Accuracy
 BL1511;SPC TX C     - 3,075,760.    1,119,580.      MT  (+/- 180 meters Scaled)
 BL1511
 BL1511                          SUPERSEDED SURVEY CONTROL
 BL1511
 BL1511  NGVD 29 (??/??/92)   91.917  (m)          301.56   (f) ADJ UNCH    2 0
 BL1511
 BL1511.Superseded values are not recommended for survey control.
 BL1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1511.See file dsdata.txt to determine how the superseded data were derived.
 BL1511
 BL1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP141530(NAD 83)
 BL1511_MARKER: DB = BENCH MARK DISK
 BL1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1511_STAMPING: Y 1031 1954
 BL1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1511+STABILITY: SURFACE MOTION
 BL1511
 BL1511  HISTORY     - Date     Condition        Report By
 BL1511  HISTORY     - 1954     MONUMENTED       CGS
 BL1511  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1511
 BL1511                          STATION DESCRIPTION
 BL1511
 BL1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1511'12.55 MI S FROM NAVASOTA.
 BL1511'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1511'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1511'GRAVELED ROAD, THENCE 1.85 MILES SOUTH ALONG FARM ROAD 245, 46 FEET
 BL1511'SOUTHEAST OF THE CENTER OF A JUNCTION WITH A ROAD LEADING WEST, 33
 BL1511'FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 1.6 FEET WEST OF A
 BL1511'FENCE, 2.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1511'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1511
 BL1511                          STATION RECOVERY (1994)
 BL1511
 BL1511'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1510 ***********************************************************************
 BL1510  DESIGNATION -  Y 1032 RESET 1963
 BL1510  PID         -  BL1510
 BL1510  STATE/COUNTY-  TX/GRIMES
 BL1510  USGS QUAD   -  STONEHAM (1961)
 BL1510
 BL1510                         *CURRENT SURVEY CONTROL
 BL1510  ___________________________________________________________________
 BL1510* NAD 83(1986)-  30 16 33.     (N)    095 58 46.     (W)     SCALED    
 BL1510* NAVD 88     -        91.50   (+/-2cm)     300.2    (feet)  VERTCON   
 BL1510  ___________________________________________________________________
 BL1510  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL1510
 BL1510  VERT ORDER  -  THIRD (See Below)
 BL1510
 BL1510.The horizontal coordinates were scaled from a topographic map and have
 BL1510.an estimated accuracy of +/- 6 seconds.
 BL1510
 BL1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1510.The vertical order pertains to the NGVD 29 superseded value.
 BL1510
 BL1510.The geoid height was determined by GEOID03.
 BL1510
 BL1510;                    North         East    Units  Estimated Accuracy
 BL1510;SPC TX C     - 3,075,730.    1,118,800.      MT  (+/- 180 meters Scaled)
 BL1510
 BL1510                          SUPERSEDED SURVEY CONTROL
 BL1510
 BL1510  NGVD 29 (??/??/??)   91.48   (m)          300.1    (f) RESET       3  
 BL1510
 BL1510.Superseded values are not recommended for survey control.
 BL1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1510.See file dsdata.txt to determine how the superseded data were derived.
 BL1510
 BL1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP133531(NAD 83)
 BL1510_MARKER: DB = BENCH MARK DISK
 BL1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1510_STAMPING: Y 1032 RESET 1963
 BL1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1510+STABILITY: SURFACE MOTION
 BL1510
 BL1510  HISTORY     - Date     Condition        Report By
 BL1510  HISTORY     - 1963     MONUMENTED       CGS
 BL1510  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1510  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1510
 BL1510                          STATION DESCRIPTION
 BL1510
 BL1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BL1510'2 MI E FROM COURTNEY.
 BL1510'2.0 MILES EAST ALONG FARM ROAD 2 FROM THE TEXAS AND NEW ORLEANS
 BL1510'RAILROAD STATION SIGN AT THE POST OFFICE IN COURTNEY TO THE JUNCTION
 BL1510'OF STATE HIGHWAY 6, THENCE CONTINUE EAST ALONG ROAD 3.85 MILE TO THE
 BL1510'BENCH MARK, ABOUT 0.15 MILE WEST OF A FARM HOUSE, 66 FEET OF THE
 BL1510'CENTER OF ROAD, 1 FOOT WEST OF A NORTH-SOUTH PROPERTY LINE FENCE, AND
 BL1510'1 FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD DISK STAMPED Y 1032
 BL1510'RESET 1963, SET IN A 10 IN. X 10 IN. CONCRETE POST WHICH PROJECTS 6
 BL1510'INCHES.
 BL1510
 BL1510                          STATION RECOVERY (1994)
 BL1510
 BL1510'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1510'MARK NOT FOUND.
 BL1510
 BL1510                          STATION RECOVERY (1999)
 BL1510
 BL1510'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0202 ***********************************************************************
 BM0202  DESIGNATION -  Y 1033
 BM0202  PID         -  BM0202
 BM0202  STATE/COUNTY-  TX/AUSTIN
 BM0202  USGS QUAD   -  KENNEY (1989)
 BM0202
 BM0202                         *CURRENT SURVEY CONTROL
 BM0202  ___________________________________________________________________
 BM0202* NAD 83(1986)-  30 00 54.     (N)    096 17 43.     (W)     SCALED    
 BM0202* NAVD 88     -        84.80   (+/-2cm)     278.2    (feet)  VERTCON   
 BM0202  ___________________________________________________________________
 BM0202  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BM0202
 BM0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0202
 BM0202.The horizontal coordinates were scaled from a topographic map and have
 BM0202.an estimated accuracy of +/- 6 seconds.
 BM0202
 BM0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0202.The vertical order pertains to the NGVD 29 superseded value.
 BM0202
 BM0202.The geoid height was determined by GEOID03.
 BM0202
 BM0202;                    North         East    Units  Estimated Accuracy
 BM0202;SPC TXSC     - 4,244,810.      860,890.      MT  (+/- 180 meters Scaled)
 BM0202
 BM0202                          SUPERSEDED SURVEY CONTROL
 BM0202
 BM0202  NGVD 29 (??/??/92)   84.768  (m)          278.11   (f) ADJ UNCH    2 0
 BM0202
 BM0202.Superseded values are not recommended for survey control.
 BM0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0202.See file dsdata.txt to determine how the superseded data were derived.
 BM0202
 BM0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU608235(NAD 83)
 BM0202_MARKER: DB = BENCH MARK DISK
 BM0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0202_SP_SET: CULVERT
 BM0202_STAMPING: Y 1033 1954
 BM0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0202
 BM0202  HISTORY     - Date     Condition        Report By
 BM0202  HISTORY     - 1954     MONUMENTED       CGS
 BM0202
 BM0202                          STATION DESCRIPTION
 BM0202
 BM0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0202'2.8 MI SE FROM KENNEY.
 BM0202'2.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 BM0202'AT KENNEY, 3 POLES NORTHWEST OF MILEPOST 113, 16 FEET SOUTHWEST OF THE
 BM0202'SOUTHWEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 BM0202'THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 36 INCH
 BM0202'STEEL PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0737 ***********************************************************************
 BM0737  DESIGNATION -  Y 1034
 BM0737  PID         -  BM0737
 BM0737  STATE/COUNTY-  TX/WILLIAMSON
 BM0737  USGS QUAD   -  WEIR (1982)
 BM0737
 BM0737                         *CURRENT SURVEY CONTROL
 BM0737  ___________________________________________________________________
 BM0737* NAD 83(1986)-  30 40 49.     (N)    097 33 38.     (W)     SCALED    
 BM0737* NAVD 88     -       209.562  (meters)     687.54   (feet)  ADJUSTED  
 BM0737  ___________________________________________________________________
 BM0737  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BM0737  DYNAMIC HT  -         209.281 (meters)     686.62  (feet)  COMP
 BM0737  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 BM0737
 BM0737  VERT ORDER  -  FIRST     CLASS II
 BM0737
 BM0737.The horizontal coordinates were scaled from a topographic map and have
 BM0737.an estimated accuracy of +/- 6 seconds.
 BM0737
 BM0737.The orthometric height was determined by differential leveling
 BM0737.and adjusted by the National Geodetic Survey in June 1991..
 BM0737
 BM0737.The geoid height was determined by GEOID03.
 BM0737
 BM0737.The dynamic height is computed by dividing the NAVD 88
 BM0737.geopotential number by the normal gravity value computed on the
 BM0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0737.degrees latitude (g = 980.6199 gals.).
 BM0737
 BM0737.The modeled gravity was interpolated from observed gravity values.
 BM0737
 BM0737;                    North         East    Units  Estimated Accuracy
 BM0737;SPC TX C     - 3,115,680.      965,640.      MT  (+/- 180 meters Scaled)
 BM0737
 BM0737                          SUPERSEDED SURVEY CONTROL
 BM0737
 BM0737  NGVD 29 (??/??/92)  209.449  (m)          687.17   (f) ADJ UNCH    1 2
 BM0737
 BM0737.Superseded values are not recommended for survey control.
 BM0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0737.See file dsdata.txt to determine how the superseded data were derived.
 BM0737
 BM0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU378950(NAD 83)
 BM0737_MARKER: DB = BENCH MARK DISK
 BM0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0737_STAMPING: Y 1034 1954
 BM0737_MARK LOGO: CGS   
 BM0737_PROJECTION: PROJECTING 12 CENTIMETERS
 BM0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0737+STABILITY: SURFACE MOTION
 BM0737
 BM0737  HISTORY     - Date     Condition        Report By
 BM0737  HISTORY     - 1954     MONUMENTED       CGS
 BM0737  HISTORY     - 1975     MARK NOT FOUND   USGS
 BM0737  HISTORY     - 1980     GOOD             NGS
 BM0737  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0737
 BM0737                          STATION DESCRIPTION
 BM0737
 BM0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0737'1.6 MI E FROM WEIR.
 BM0737'1.6 MILES EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 BM0737'FROM THE STATION AT WEIR, 14 FEET EAST OF THE 11TH POLE EAST OF
 BM0737'MILEPOST 916, 41.6 FEET NORTH OF THE NORTH RAIL, 29 FEET SOUTH OF THE
 BM0737'CENTER LINE OF A GRAVELED ROAD, 2.7 FEET EAST OF A WITNESS POST, 4
 BM0737'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 BM0737'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0737
 BM0737                          STATION RECOVERY (1975)
 BM0737
 BM0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BM0737'MARK NOT FOUND.
 BM0737
 BM0737                          STATION RECOVERY (1980)
 BM0737
 BM0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0737'2.65 KM (1.65 MI) NORTHEAST ALONG FARM ROAD 971 FROM THE JUNCTION OF
 BM0737'FARM ROAD 1105 IN WEIR, 0.65 KM (0.4 MI) WEST OF A RAILROAD BRIDGE
 BM0737'OVER MILAN BRANCH CREEK, 0.3 KM (0.15 MI) EAST OF THE JUNCTION OF A
 BM0737'DIRT ROAD LEADING NORTH TO A FARM HOUSE, 17.1 METERS (56.0 FT) SOUTH
 BM0737'OF THE CENTERLINE OF OF THE ROAD, 12.5 METERS (41.0 FT) NORTH OF THE
 BM0737'NORTH RAIL OF THE MISSOURI KANSAS AND TEXAS RAILROAD.
 BM0737'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BM0737'THE MARK IS 0.3 M BELOW FARM ROAD 971.
 BM0737
 BM0737                          STATION RECOVERY (1999)
 BM0737
 BM0737'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0268 ***********************************************************************
 DN0268  DESIGNATION -  Y 1035
 DN0268  PID         -  DN0268
 DN0268  STATE/COUNTY-  TX/DENTON
 DN0268  USGS QUAD   -  HEBRON (1981)
 DN0268
 DN0268                         *CURRENT SURVEY CONTROL
 DN0268  ___________________________________________________________________
 DN0268* NAD 83(1986)-  33 02 39.     (N)    096 51 36.     (W)     SCALED    
 DN0268* NAVD 88     -       178.734  (meters)     586.40   (feet)  ADJUSTED  
 DN0268  ___________________________________________________________________
 DN0268  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DN0268  DYNAMIC HT  -         178.532 (meters)     585.73  (feet)  COMP
 DN0268  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 DN0268
 DN0268  VERT ORDER  -  SECOND    CLASS 0
 DN0268
 DN0268.The horizontal coordinates were scaled from a topographic map and have
 DN0268.an estimated accuracy of +/- 6 seconds.
 DN0268
 DN0268.The orthometric height was determined by differential leveling
 DN0268.and adjusted by the National Geodetic Survey in June 1991..
 DN0268
 DN0268.The geoid height was determined by GEOID03.
 DN0268
 DN0268.The dynamic height is computed by dividing the NAVD 88
 DN0268.geopotential number by the normal gravity value computed on the
 DN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0268.degrees latitude (g = 980.6199 gals.).
 DN0268
 DN0268.The modeled gravity was interpolated from observed gravity values.
 DN0268
 DN0268;                    North         East    Units  Estimated Accuracy
 DN0268;SPC TXNC     - 2,153,950.      753,160.      MT  (+/- 180 meters Scaled)
 DN0268
 DN0268                          SUPERSEDED SURVEY CONTROL
 DN0268
 DN0268  NGVD 29 (??/??/92)  178.745  (m)          586.43   (f) ADJ UNCH    2 0
 DN0268
 DN0268.Superseded values are not recommended for survey control.
 DN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0268.See file dsdata.txt to determine how the superseded data were derived.
 DN0268
 DN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB998582(NAD 83)
 DN0268_MARKER: DB = BENCH MARK DISK
 DN0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0268_STAMPING: Y 1035 1954
 DN0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0268+STABILITY: SURFACE MOTION
 DN0268
 DN0268  HISTORY     - Date     Condition        Report By
 DN0268  HISTORY     - 1954     MONUMENTED       CGS
 DN0268  HISTORY     - 19950709 MARK NOT FOUND   USPSQD
 DN0268  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0268  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0268
 DN0268                          STATION DESCRIPTION
 DN0268
 DN0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0268'1.3 MI N FROM HEBRON.
 DN0268'1.3 MILES NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0268'FROM THE STATION SIGN AT HEBRON, 0.1 MILE NORTH OF A GRAVELED ROAD
 DN0268'CROSSING, 3.5 FEET SOUTH OF THE 5TH POLE SOUTH OF MILEPOST 693-10, 29
 DN0268'FEET WEST OF THE WEST RAIL, 15 FEET EAST OF A FENCE, 2.5 FEET
 DN0268'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0268'PROJECTS 0.6 FOOT ABOVE THE GROUND, 1.1 MILES SOUTH OF BENCH MARK Y
 DN0268'262.
 DN0268
 DN0268                          STATION RECOVERY (1995)
 DN0268
 DN0268'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0268'MARK NOT FOUND.
 DN0268
 DN0268                          STATION RECOVERY (1998)
 DN0268
 DN0268'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0268'MARK NOT FOUND.
 DN0268
 DN0268                          STATION RECOVERY (2005)
 DN0268
 DN0268'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0223 ***********************************************************************
 EO0223  DESIGNATION -  Y 1037
 EO0223  PID         -  EO0223
 EO0223  STATE/COUNTY-  TX/PARMER
 EO0223  USGS QUAD   -  BOVINA (1980)
 EO0223
 EO0223                         *CURRENT SURVEY CONTROL
 EO0223  ___________________________________________________________________
 EO0223* NAD 83(1986)-  34 30 50.     (N)    102 53 00.     (W)     SCALED    
 EO0223* NAVD 88     -      1240.062  (meters)    4068.44   (feet)  ADJUSTED  
 EO0223  ___________________________________________________________________
 EO0223  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 EO0223  DYNAMIC HT  -        1238.449 (meters)    4063.14  (feet)  COMP
 EO0223  MODELED GRAV-     979,292.0   (mgal)                       NAVD 88
 EO0223
 EO0223  VERT ORDER  -  FIRST     CLASS II
 EO0223
 EO0223.The horizontal coordinates were scaled from a topographic map and have
 EO0223.an estimated accuracy of +/- 6 seconds.
 EO0223
 EO0223.The orthometric height was determined by differential leveling
 EO0223.and adjusted by the National Geodetic Survey in June 1991..
 EO0223
 EO0223.The geoid height was determined by GEOID03.
 EO0223
 EO0223.The dynamic height is computed by dividing the NAVD 88
 EO0223.geopotential number by the normal gravity value computed on the
 EO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0223.degrees latitude (g = 980.6199 gals.).
 EO0223
 EO0223.The modeled gravity was interpolated from observed gravity values.
 EO0223
 EO0223;                    North         East    Units  Estimated Accuracy
 EO0223;SPC TX N     - 1,057,900.       72,980.      MT  (+/- 180 meters Scaled)
 EO0223
 EO0223                          SUPERSEDED SURVEY CONTROL
 EO0223
 EO0223  NGVD 29 (??/??/92) 1239.513  (m)         4066.64   (f) ADJ UNCH    1 2
 EO0223
 EO0223.Superseded values are not recommended for survey control.
 EO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0223.See file dsdata.txt to determine how the superseded data were derived.
 EO0223
 EO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU943211(NAD 83)
 EO0223_MARKER: DB = BENCH MARK DISK
 EO0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0223_SP_SET: CONCRETE BASE
 EO0223_STAMPING: Y 1037 1958
 EO0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0223
 EO0223  HISTORY     - Date     Condition        Report By
 EO0223  HISTORY     - 1958     MONUMENTED       CGS
 EO0223  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0223
 EO0223                          STATION DESCRIPTION
 EO0223
 EO0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0223'0.85 MI SE FROM BOVINA.
 EO0223'ABOUT 0.2 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0223'THE STATION AT BOVINA, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG FARM
 EO0223'ROAD 1731, AT THE INTERSECTION OF STATE HIGHWAY 86, IN THE TOP OF THE
 EO0223'SOUTH CORNER OF THE CONCRETE BASE OF A PHILLIPS 66 SIGN PROJECTING 4
 EO0223'INCHES, 96 FEET NORTH OF THE CENTER LINE OF THE INTERSECTION, 84 FEET
 EO0223'NORTHEAST OF THE CENTER LINE OF FARM ROAD 1731, 64 FEET NORTHWEST OF
 EO0223'THE CENTER LINE OF STATE HIGHWAY 86, 56 FEET SOUTH-SOUTHWEST OF THE
 EO0223'SOUTH CORNER OF THE PHILLIPS 66 STATION, AND ABOUT LEVEL WITH THE
 EO0223'HIGHWAY.
 EO0223
 EO0223                          STATION RECOVERY (1984)
 EO0223
 EO0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0193 ***********************************************************************
 EO0193  DESIGNATION -  Y 1038
 EO0193  PID         -  EO0193
 EO0193  STATE/COUNTY-  TX/PARMER
 EO0193  USGS QUAD   -  FRIONA (1980)
 EO0193
 EO0193                         *CURRENT SURVEY CONTROL
 EO0193  ___________________________________________________________________
 EO0193* NAD 83(1986)-  34 40 22.     (N)    102 37 41.     (W)     SCALED    
 EO0193* NAVD 88     -      1218.155  (meters)    3996.56   (feet)  ADJUSTED  
 EO0193  ___________________________________________________________________
 EO0193  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 EO0193  DYNAMIC HT  -        1216.591 (meters)    3991.43  (feet)  COMP
 EO0193  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 EO0193
 EO0193  VERT ORDER  -  FIRST     CLASS II
 EO0193
 EO0193.The horizontal coordinates were scaled from a topographic map and have
 EO0193.an estimated accuracy of +/- 6 seconds.
 EO0193
 EO0193.The orthometric height was determined by differential leveling
 EO0193.and adjusted by the National Geodetic Survey in June 1991..
 EO0193
 EO0193.The geoid height was determined by GEOID03.
 EO0193
 EO0193.The dynamic height is computed by dividing the NAVD 88
 EO0193.geopotential number by the normal gravity value computed on the
 EO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0193.degrees latitude (g = 980.6199 gals.).
 EO0193
 EO0193.The modeled gravity was interpolated from observed gravity values.
 EO0193
 EO0193;                    North         East    Units  Estimated Accuracy
 EO0193;SPC TX N     - 1,075,230.       96,620.      MT  (+/- 180 meters Scaled)
 EO0193
 EO0193                          SUPERSEDED SURVEY CONTROL
 EO0193
 EO0193  NGVD 29 (??/??/92) 1217.598  (m)         3994.74   (f) ADJ UNCH    1 2
 EO0193
 EO0193.Superseded values are not recommended for survey control.
 EO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0193.See file dsdata.txt to determine how the superseded data were derived.
 EO0193
 EO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU173393(NAD 83)
 EO0193_MARKER: DB = BENCH MARK DISK
 EO0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0193_STAMPING: Y 1038 1958
 EO0193_MARK LOGO: CGS   
 EO0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0193+STABILITY: SURFACE MOTION
 EO0193
 EO0193  HISTORY     - Date     Condition        Report By
 EO0193  HISTORY     - 1958     MONUMENTED       CGS
 EO0193  HISTORY     - 1984     GOOD             NGS
 EO0193
 EO0193                          STATION DESCRIPTION
 EO0193
 EO0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0193'1.3 MI SW FROM BLACK.
 EO0193'ABOUT 1.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0193'FROM THE STATION AT BLACK, 50 FEET NORTH-NORTHEAST OF MILE POST 616,
 EO0193'34 FEET NORTHWEST OF THE NEAR RAIL OF THE MAIN TRACK, 64 FEET
 EO0193'SOUTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 60, 20 FEET NORTHWEST OF
 EO0193'THE NEAR END OF A SECTION CAR SETOFF, 2 FEET SOUTHWEST OF A METAL
 EO0193'WITNESS POST, ABOUT 5 FEET BELOW THE TRACK, ABOUT LEVEL WITH THE
 EO0193'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0193
 EO0193                          STATION RECOVERY (1984)
 EO0193
 EO0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0193'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.2 KM (5.7 MI)
 EO0193'NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EO0193'THE STATION IN FRIONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0163 ***********************************************************************
 BO0163  DESIGNATION -  Y 104
 BO0163  PID         -  BO0163
 BO0163  STATE/COUNTY-  TX/CROCKETT
 BO0163  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0163
 BO0163                         *CURRENT SURVEY CONTROL
 BO0163  ___________________________________________________________________
 BO0163* NAD 83(1986)-  30 42 09.     (N)    101 15 40.     (W)     SCALED    
 BO0163* NAVD 88     -       760.440  (meters)    2494.88   (feet)  ADJUSTED  
 BO0163  ___________________________________________________________________
 BO0163  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 BO0163  DYNAMIC HT  -         759.319 (meters)    2491.20  (feet)  COMP
 BO0163  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 BO0163
 BO0163  VERT ORDER  -  FIRST     CLASS II
 BO0163
 BO0163.The horizontal coordinates were scaled from a topographic map and have
 BO0163.an estimated accuracy of +/- 6 seconds.
 BO0163
 BO0163.The orthometric height was determined by differential leveling
 BO0163.and adjusted by the National Geodetic Survey in June 1991..
 BO0163
 BO0163.The geoid height was determined by GEOID03.
 BO0163
 BO0163.The dynamic height is computed by dividing the NAVD 88
 BO0163.geopotential number by the normal gravity value computed on the
 BO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0163.degrees latitude (g = 980.6199 gals.).
 BO0163
 BO0163.The modeled gravity was interpolated from observed gravity values.
 BO0163
 BO0163;                    North         East    Units  Estimated Accuracy
 BO0163;SPC TX C     - 3,115,200.      611,130.      MT  (+/- 180 meters Scaled)
 BO0163
 BO0163                          SUPERSEDED SURVEY CONTROL
 BO0163
 BO0163  NGVD 29 (??/??/92)  760.222  (m)         2494.16   (f) ADJ UNCH    1 2
 BO0163
 BO0163.Superseded values are not recommended for survey control.
 BO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0163.See file dsdata.txt to determine how the superseded data were derived.
 BO0163
 BO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU834988(NAD 83)
 BO0163_MARKER: DB = BENCH MARK DISK
 BO0163_SETTING: 66 = SET IN ROCK OUTCROP
 BO0163_SP_SET: BEDROCK
 BO0163_STAMPING: Y 104 1933 2494.162
 BO0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0163+STABILITY: POSITION/ELEVATION WELL
 BO0163
 BO0163  HISTORY     - Date     Condition        Report By
 BO0163  HISTORY     - 1933     MONUMENTED       CGS
 BO0163  HISTORY     - 1958     GOOD             NGS
 BO0163
 BO0163                          STATION DESCRIPTION
 BO0163
 BO0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0163'4.0 MI W FROM OZONA.
 BO0163'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0163'OZONA, IN THE TOP OF BEDROCK AND SURROUNDED BY A CIRCLE OF LOOSE ROCK,
 BO0163'71 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 150 FEET EAST
 BO0163'OF THE CREST OF A HILL, 17 FEET NORTH OF A FENCE, AND ABOUT 3 FEET
 BO0163'LOWER THAN THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0249 ***********************************************************************
 DM0249  DESIGNATION -  Y 1041
 DM0249  PID         -  DM0249
 DM0249  STATE/COUNTY-  TX/MORRIS
 DM0249  USGS QUAD   -  DAINGERFIELD (1980)
 DM0249
 DM0249                         *CURRENT SURVEY CONTROL
 DM0249  ___________________________________________________________________
 DM0249* NAD 83(1986)-  33 01 52.     (N)    094 43 21.     (W)     SCALED    
 DM0249* NAVD 88     -       123.044  (meters)     403.69   (feet)  ADJUSTED  
 DM0249  ___________________________________________________________________
 DM0249  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0249  DYNAMIC HT  -         122.908 (meters)     403.24  (feet)  COMP
 DM0249  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 DM0249
 DM0249  VERT ORDER  -  FIRST     CLASS II
 DM0249
 DM0249.The horizontal coordinates were scaled from a topographic map and have
 DM0249.an estimated accuracy of +/- 6 seconds.
 DM0249
 DM0249.The orthometric height was determined by differential leveling
 DM0249.and adjusted by the National Geodetic Survey in June 1991..
 DM0249
 DM0249.The geoid height was determined by GEOID03.
 DM0249
 DM0249.The dynamic height is computed by dividing the NAVD 88
 DM0249.geopotential number by the normal gravity value computed on the
 DM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0249.degrees latitude (g = 980.6199 gals.).
 DM0249
 DM0249.The modeled gravity was interpolated from observed gravity values.
 DM0249
 DM0249;                    North         East    Units  Estimated Accuracy
 DM0249;SPC TXNC     - 2,157,650.      952,780.      MT  (+/- 180 meters Scaled)
 DM0249
 DM0249                          SUPERSEDED SURVEY CONTROL
 DM0249
 DM0249  NGVD 29 (??/??/92)  123.074  (m)          403.79   (f) ADJ UNCH    1 2
 DM0249
 DM0249.Superseded values are not recommended for survey control.
 DM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0249.See file dsdata.txt to determine how the superseded data were derived.
 DM0249
 DM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS391560(NAD 83)
 DM0249_MARKER: DB = BENCH MARK DISK
 DM0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0249_SP_SET: BUILDING
 DM0249_STAMPING: Y 1041 1954
 DM0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0249
 DM0249  HISTORY     - Date     Condition        Report By
 DM0249  HISTORY     - 1954     MONUMENTED       CGS
 DM0249
 DM0249                          STATION DESCRIPTION
 DM0249
 DM0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0249'IN DRINGERFIELD.
 DM0249'AT DRINGERFIELD, 4.4 FEET SOUTH OF THE NORTHEAST CORNER OF THE NEW
 DM0249'FIRE STATION, 3.1 FEET ABOVE THE GROUND, SET VERTICALLY IN THE EAST
 DM0249'BRICK WALL OF THE FIRE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0001 ***********************************************************************
 CR0001  DESIGNATION -  Y 1042
 CR0001  PID         -  CR0001
 CR0001  STATE/COUNTY-  TX/MARION
 CR0001  USGS QUAD   -  KELLYVILLE (1962)
 CR0001
 CR0001                         *CURRENT SURVEY CONTROL
 CR0001  ___________________________________________________________________
 CR0001* NAD 83(1986)-  32 49 24.     (N)    094 29 19.     (W)     SCALED    
 CR0001* NAVD 88     -        93.693  (meters)     307.39   (feet)  ADJUSTED  
 CR0001  ___________________________________________________________________
 CR0001  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CR0001  DYNAMIC HT  -          93.588 (meters)     307.05  (feet)  COMP
 CR0001  MODELED GRAV-     979,516.9   (mgal)                       NAVD 88
 CR0001
 CR0001  VERT ORDER  -  FIRST     CLASS II
 CR0001
 CR0001.The horizontal coordinates were scaled from a topographic map and have
 CR0001.an estimated accuracy of +/- 6 seconds.
 CR0001
 CR0001.The orthometric height was determined by differential leveling
 CR0001.and adjusted by the National Geodetic Survey in June 1991..
 CR0001
 CR0001.The geoid height was determined by GEOID03.
 CR0001
 CR0001.The dynamic height is computed by dividing the NAVD 88
 CR0001.geopotential number by the normal gravity value computed on the
 CR0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0001.degrees latitude (g = 980.6199 gals.).
 CR0001
 CR0001.The modeled gravity was interpolated from observed gravity values.
 CR0001
 CR0001;                    North         East    Units  Estimated Accuracy
 CR0001;SPC TXNC     - 2,135,430.      975,490.      MT  (+/- 180 meters Scaled)
 CR0001
 CR0001                          SUPERSEDED SURVEY CONTROL
 CR0001
 CR0001  NGVD 29 (??/??/92)   93.743  (m)          307.56   (f) ADJ UNCH    1 2
 CR0001
 CR0001.Superseded values are not recommended for survey control.
 CR0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0001.See file dsdata.txt to determine how the superseded data were derived.
 CR0001
 CR0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS606326(NAD 83)
 CR0001_MARKER: DB = BENCH MARK DISK
 CR0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0001_STAMPING: Y 1042 1954
 CR0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0001+STABILITY: SURFACE MOTION
 CR0001
 CR0001  HISTORY     - Date     Condition        Report By
 CR0001  HISTORY     - 1954     MONUMENTED       CGS
 CR0001
 CR0001                          STATION DESCRIPTION
 CR0001
 CR0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0001'7.6 MI SE FROM AVINGER.
 CR0001'7.6 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0001'STATION AT AVINGER, 2 POLES SOUTHEAST OF MILEPOST 60, 45 FEET
 CR0001'SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTHEAST OF A FENCE, 2.5 FEET
 CR0001'SOUTHEAST OF A WITNESS POST, 1.1 MILES NORTHWEST OF BENCH MARK Z 1042,
 CR0001'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 CR0001'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1160 ***********************************************************************
 FL1160  DESIGNATION -  Y 1043
 FL1160  PID         -  FL1160
 FL1160  STATE/COUNTY-  TX/POTTER
 FL1160  USGS QUAD   -  PULLMAN (1973)
 FL1160
 FL1160                         *CURRENT SURVEY CONTROL
 FL1160  ___________________________________________________________________
 FL1160* NAD 83(1986)-  35 12 01.     (N)    101 43 59.     (W)     SCALED    
 FL1160* NAVD 88     -      1096.527  (meters)    3597.52   (feet)  ADJUSTED  
 FL1160  ___________________________________________________________________
 FL1160  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL1160  DYNAMIC HT  -        1095.224 (meters)    3593.25  (feet)  COMP
 FL1160  MODELED GRAV-     979,408.1   (mgal)                       NAVD 88
 FL1160
 FL1160  VERT ORDER  -  FIRST     CLASS II
 FL1160
 FL1160.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1160
 FL1160.The horizontal coordinates were scaled from a topographic map and have
 FL1160.an estimated accuracy of +/- 6 seconds.
 FL1160
 FL1160.The orthometric height was determined by differential leveling
 FL1160.and adjusted by the National Geodetic Survey in June 1991..
 FL1160
 FL1160.The geoid height was determined by GEOID03.
 FL1160
 FL1160.The dynamic height is computed by dividing the NAVD 88
 FL1160.geopotential number by the normal gravity value computed on the
 FL1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1160.degrees latitude (g = 980.6199 gals.).
 FL1160
 FL1160.The modeled gravity was interpolated from observed gravity values.
 FL1160
 FL1160;                    North         East    Units  Estimated Accuracy
 FL1160;SPC TX N     - 1,133,180.      178,780.      MT  (+/- 180 meters Scaled)
 FL1160
 FL1160                          SUPERSEDED SURVEY CONTROL
 FL1160
 FL1160  NGVD 29 (??/??/92) 1096.03   (m)         3595.9    (f) COMPUTED    1 2
 FL1160
 FL1160.Superseded values are not recommended for survey control.
 FL1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1160.See file dsdata.txt to determine how the superseded data were derived.
 FL1160
 FL1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD511986(NAD 83)
 FL1160_MARKER: DB = BENCH MARK DISK
 FL1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1160_SP_SET: BUILDING
 FL1160_STAMPING: Y 1043 1957
 FL1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1160
 FL1160  HISTORY     - Date     Condition        Report By
 FL1160  HISTORY     - 1957     MONUMENTED       CGS
 FL1160
 FL1160                          STATION DESCRIPTION
 FL1160
 FL1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FL1160'9 MI NE FROM AMARILLO.
 FL1160'9 MILES NORTHEAST OF AMARILLO, AT AMARILLO AIR FORCE BASE.  15,937
 FL1160'FEET SOUTHWEST OF THE NORTHEAST END OF A PROPOSED RUNWAY, 2437 FEET
 FL1160'SOUTHWEST OF THE SOUTHWEST END OF THE PROPOSED RUNWAY, ON THE EXTENDED
 FL1160'CENTERLINE OF THE PROPOSED RUNWAY, AT RUNWAY STATION -24+37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1161 ***********************************************************************
 FL1161  DESIGNATION -  Y 1043 RESET
 FL1161  PID         -  FL1161
 FL1161  STATE/COUNTY-  TX/POTTER
 FL1161  USGS QUAD   -  PULLMAN (1973)
 FL1161
 FL1161                         *CURRENT SURVEY CONTROL
 FL1161  ___________________________________________________________________
 FL1161* NAD 83(1986)-  35 12 01.     (N)    101 43 59.     (W)     SCALED    
 FL1161* NAVD 88     -      1096.32   (+/-2cm)    3596.8    (feet)  VERTCON   
 FL1161  ___________________________________________________________________
 FL1161  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL1161
 FL1161  VERT ORDER  -  THIRD (See Below)
 FL1161
 FL1161.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1161
 FL1161.The horizontal coordinates were scaled from a topographic map and have
 FL1161.an estimated accuracy of +/- 6 seconds.
 FL1161
 FL1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1161.The vertical order pertains to the NGVD 29 superseded value.
 FL1161
 FL1161.The geoid height was determined by GEOID03.
 FL1161
 FL1161;                    North         East    Units  Estimated Accuracy
 FL1161;SPC TX N     - 1,133,180.      178,780.      MT  (+/- 180 meters Scaled)
 FL1161
 FL1161                          SUPERSEDED SURVEY CONTROL
 FL1161
 FL1161  NGVD 29 (??/??/??) 1095.82   (m)         3595.2    (f) RESET       3  
 FL1161
 FL1161.Superseded values are not recommended for survey control.
 FL1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1161.See file dsdata.txt to determine how the superseded data were derived.
 FL1161
 FL1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD511986(NAD 83)
 FL1161_MARKER: DB = BENCH MARK DISK
 FL1161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1161_SP_SET: BUILDING
 FL1161_STAMPING: Y 1043 RESET 1957
 FL1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1161
 FL1161  HISTORY     - Date     Condition        Report By
 FL1161  HISTORY     - 1957     MONUMENTED       CGS
 FL1161  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1161
 FL1161                          STATION DESCRIPTION
 FL1161
 FL1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FL1161'IN AMARILLO.
 FL1161'169 FEET NORTHEAST OF THE ORIGINAL MARK ALONG THE CENTERLINE OF THE
 FL1161'RUNWAY AT RUNWAY STATION -22+68.  9 MILES NORTHEAST OF AMARILLO, AT
 FL1161'AMARILLO AIR FORCE BASE.  15,937 FEET SOUTHWEST OF THE NORTHEAST END
 FL1161'OF A PROPOSED RUNWAY, 2437 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 FL1161'PROPOSED RUNWAY, ON THE EXTENDED CENTERLINE OF THE PROPOSED RUNWAY, AT
 FL1161'RUNWAY STATION -24+37.
 FL1161
 FL1161                          STATION RECOVERY (1984)
 FL1161
 FL1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0023 ***********************************************************************
 CT0023  DESIGNATION -  Y 1048
 CT0023  PID         -  CT0023
 CT0023  STATE/COUNTY-  TX/PALO PINTO
 CT0023  USGS QUAD   -  SANTO (1984)
 CT0023
 CT0023                         *CURRENT SURVEY CONTROL
 CT0023  ___________________________________________________________________
 CT0023* NAD 83(1986)-  32 36 33.     (N)    098 12 20.     (W)     SCALED    
 CT0023* NAVD 88     -       247.727  (meters)     812.75   (feet)  ADJUSTED  
 CT0023  ___________________________________________________________________
 CT0023  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CT0023  DYNAMIC HT  -         247.422 (meters)     811.75  (feet)  COMP
 CT0023  MODELED GRAV-     979,400.5   (mgal)                       NAVD 88
 CT0023
 CT0023  VERT ORDER  -  FIRST     CLASS II
 CT0023
 CT0023.The horizontal coordinates were scaled from a topographic map and have
 CT0023.an estimated accuracy of +/- 6 seconds.
 CT0023
 CT0023.The orthometric height was determined by differential leveling
 CT0023.and adjusted by the National Geodetic Survey in June 1991..
 CT0023
 CT0023.The geoid height was determined by GEOID03.
 CT0023
 CT0023.The dynamic height is computed by dividing the NAVD 88
 CT0023.geopotential number by the normal gravity value computed on the
 CT0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0023.degrees latitude (g = 980.6199 gals.).
 CT0023
 CT0023.The modeled gravity was interpolated from observed gravity values.
 CT0023
 CT0023;                    North         East    Units  Estimated Accuracy
 CT0023;SPC TXNC     - 2,104,550.      627,640.      MT  (+/- 180 meters Scaled)
 CT0023
 CT0023                          SUPERSEDED SURVEY CONTROL
 CT0023
 CT0023  NGVD 29 (??/??/92)  247.640  (m)          812.47   (f) ADJ UNCH    1 2
 CT0023
 CT0023.Superseded values are not recommended for survey control.
 CT0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0023.See file dsdata.txt to determine how the superseded data were derived.
 CT0023
 CT0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB745082(NAD 83)
 CT0023_MARKER: DB = BENCH MARK DISK
 CT0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0023_SP_SET: BRIDGE ABUTMENT
 CT0023_STAMPING: Y 1048 1955
 CT0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0023
 CT0023  HISTORY     - Date     Condition        Report By
 CT0023  HISTORY     - 1955     MONUMENTED       CGS
 CT0023  HISTORY     - 19980627 GOOD             USPSQD
 CT0023  HISTORY     - 20020316 GOOD             USPSQD
 CT0023  HISTORY     - 20040327 GOOD             USPSQD
 CT0023
 CT0023                          STATION DESCRIPTION
 CT0023
 CT0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0023'0.8 MI NE FROM SANTO.
 CT0023'0.8 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0023'STATION AT SANTO, 6 POLES NORTHEAST OF MILEPOST 307, 6 FEET NORTHWEST
 CT0023'OF THE NORTHWEST RAIL, SET IN THE TOP OF THE NORTHWEST END OF THE
 CT0023'SOUTHWEST ABUTMENT OF BRIDGE 306.8 OVER BIG SUNDAY CREEK.
 CT0023
 CT0023                          STATION RECOVERY (1998)
 CT0023
 CT0023'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0023'RECOVERED IN GOOD CONDITION.
 CT0023
 CT0023                          STATION RECOVERY (2002)
 CT0023
 CT0023'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0023'RECOVERED IN GOOD CONDITION.
 CT0023
 CT0023                          STATION RECOVERY (2004)
 CT0023
 CT0023'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0168 ***********************************************************************
 CT0168  DESIGNATION -  Y 1049
 CT0168  PID         -  CT0168
 CT0168  STATE/COUNTY-  TX/EASTLAND
 CT0168  USGS QUAD   -  RANGER (1987)
 CT0168
 CT0168                         *CURRENT SURVEY CONTROL
 CT0168  ___________________________________________________________________
 CT0168* NAD 83(1986)-  32 27 20.     (N)    098 41 16.     (W)     SCALED    
 CT0168* NAVD 88     -       448.717  (meters)    1472.17   (feet)  ADJUSTED  
 CT0168  ___________________________________________________________________
 CT0168  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CT0168  DYNAMIC HT  -         448.142 (meters)    1470.28  (feet)  COMP
 CT0168  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 CT0168
 CT0168  VERT ORDER  -  FIRST     CLASS II
 CT0168
 CT0168.The horizontal coordinates were scaled from a topographic map and have
 CT0168.an estimated accuracy of +/- 6 seconds.
 CT0168
 CT0168.The orthometric height was determined by differential leveling
 CT0168.and adjusted by the National Geodetic Survey in June 1991..
 CT0168.WARNING-Repeat measurements at this control monument indicate possible
 CT0168.vertical movement.
 CT0168
 CT0168.The geoid height was determined by GEOID03.
 CT0168
 CT0168.The dynamic height is computed by dividing the NAVD 88
 CT0168.geopotential number by the normal gravity value computed on the
 CT0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0168.degrees latitude (g = 980.6199 gals.).
 CT0168
 CT0168.The modeled gravity was interpolated from observed gravity values.
 CT0168
 CT0168;                    North         East    Units  Estimated Accuracy
 CT0168;SPC TXNC     - 2,087,500.      582,350.      MT  (+/- 180 meters Scaled)
 CT0168
 CT0168                          SUPERSEDED SURVEY CONTROL
 CT0168
 CT0168  NGVD 29 (??/??/92)  448.592  (m)         1471.76   (f) ADJ UNCH    1 2
 CT0168
 CT0168.Superseded values are not recommended for survey control.
 CT0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0168.See file dsdata.txt to determine how the superseded data were derived.
 CT0168
 CT0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA293909(NAD 83)
 CT0168_MARKER: DB = BENCH MARK DISK
 CT0168_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0168_SP_SET: 24.5 FEET
 CT0168_STAMPING: Y 1049 1956
 CT0168_MARK LOGO: CGS   
 CT0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0168
 CT0168  HISTORY     - Date     Condition        Report By
 CT0168  HISTORY     - 1956     MONUMENTED       CGS
 CT0168  HISTORY     - 1983     GOOD             NGS
 CT0168  HISTORY     - 20020316 GOOD             USPSQD
 CT0168
 CT0168                          STATION DESCRIPTION
 CT0168
 CT0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0168'1.1 MI SW FROM RANGER.
 CT0168'1.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0168'STATION AT RANGER, 1 1/2 POLES NORTHEAST OF MILEPOST 342, 118.5 FEET
 CT0168'SOUTHWEST OF BENCH MARK X 1049, 45 FEET NORTHWEST OF THE NORTHWEST
 CT0168'RAIL, 5.8 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET NORTHEAST OF A
 CT0168'WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD
 CT0168'WHICH IS DRIVEN 24.5 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE
 CT0168'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CT0168
 CT0168                          STATION RECOVERY (1983)
 CT0168
 CT0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0168'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.4 KM
 CT0168'(0.25 MI) NORTH ALONG A PAVED ROAD FROM THE JUNCTION OF INTERSTATE
 CT0168'HIGHWAY 20 AND FARM ROAD 2461 IN RANGER, THENCE 1.7 KM (1.05 MI)
 CT0168'NORTHERLY ALONG THE UNION PACIFIC RAILROAD.
 CT0168
 CT0168                          STATION RECOVERY (2002)
 CT0168
 CT0168'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0354 ***********************************************************************
 BO0354  DESIGNATION -  Y 105
 BO0354  PID         -  BO0354
 BO0354  STATE/COUNTY-  TX/PECOS
 BO0354  USGS QUAD   -  DIVIDE COUNTRY (1967)
 BO0354
 BO0354                         *CURRENT SURVEY CONTROL
 BO0354  ___________________________________________________________________
 BO0354* NAD 83(1986)-  30 45 59.     (N)    101 56 16.     (W)     SCALED    
 BO0354* NAVD 88     -       706.006  (meters)    2316.29   (feet)  ADJUSTED  
 BO0354  ___________________________________________________________________
 BO0354  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BO0354  DYNAMIC HT  -         704.973 (meters)    2312.90  (feet)  COMP
 BO0354  MODELED GRAV-     979,154.5   (mgal)                       NAVD 88
 BO0354
 BO0354  VERT ORDER  -  FIRST     CLASS II
 BO0354
 BO0354.The horizontal coordinates were scaled from a topographic map and have
 BO0354.an estimated accuracy of +/- 6 seconds.
 BO0354
 BO0354.The orthometric height was determined by differential leveling
 BO0354.and adjusted by the National Geodetic Survey in June 1991..
 BO0354
 BO0354.The geoid height was determined by GEOID03.
 BO0354
 BO0354.The dynamic height is computed by dividing the NAVD 88
 BO0354.geopotential number by the normal gravity value computed on the
 BO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0354.degrees latitude (g = 980.6199 gals.).
 BO0354
 BO0354.The modeled gravity was interpolated from observed gravity values.
 BO0354
 BO0354;                    North         East    Units  Estimated Accuracy
 BO0354;SPC TX C     - 3,123,020.      546,420.      MT  (+/- 180 meters Scaled)
 BO0354
 BO0354                          SUPERSEDED SURVEY CONTROL
 BO0354
 BO0354  NGVD 29 (??/??/92)  705.766  (m)         2315.50   (f) ADJ UNCH    1 2
 BO0354
 BO0354.Superseded values are not recommended for survey control.
 BO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0354.See file dsdata.txt to determine how the superseded data were derived.
 BO0354
 BO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV188074(NAD 83)
 BO0354_MARKER: DB = BENCH MARK DISK
 BO0354_SETTING: 66 = SET IN ROCK OUTCROP
 BO0354_SP_SET: OUTCROP
 BO0354_STAMPING: Y 105 1933 2315.501
 BO0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0354+STABILITY: POSITION/ELEVATION WELL
 BO0354
 BO0354  HISTORY     - Date     Condition        Report By
 BO0354  HISTORY     - 1933     MONUMENTED       CGS
 BO0354  HISTORY     - 1958     GOOD             NGS
 BO0354
 BO0354                          STATION DESCRIPTION
 BO0354
 BO0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0354'10.7 MI W FROM SHEFFIELD.
 BO0354'ABOUT 10.7 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0354'SHEFFIELD, IN THE TOP OF A FLAT ROCK OUTCROP SURROUNDED BY A CIRCLE OF
 BO0354'LOOSE ROCK, 153 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BO0354'0.45 MILE WEST OF THE WEST END OF A LONG CONCRETE HIGHWAY BRIDGE, 67
 BO0354'FEET NORTH OF THE NORTH HIGHWAY RIGHT OF WAY FENCE, 78 1/2 FEET NORTH
 BO0354'OF CONCRETE HIGHWAY MARKER NUMBER 525+66, AND ABOUT 6 FEET ABOVE THE
 BO0354'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0249 ***********************************************************************
 CT0249  DESIGNATION -  Y 1050
 CT0249  PID         -  CT0249
 CT0249  STATE/COUNTY-  TX/PALO PINTO
 CT0249  USGS QUAD   -  STRAWN WEST (1967)
 CT0249
 CT0249                         *CURRENT SURVEY CONTROL
 CT0249  ___________________________________________________________________
 CT0249* NAD 83(1986)-  32 33 04.     (N)    098 30 33.     (W)     SCALED    
 CT0249* NAVD 88     -       307.334  (meters)    1008.31   (feet)  ADJUSTED  
 CT0249  ___________________________________________________________________
 CT0249  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0249  DYNAMIC HT  -         306.948 (meters)    1007.05  (feet)  COMP
 CT0249  MODELED GRAV-     979,376.5   (mgal)                       NAVD 88
 CT0249
 CT0249  VERT ORDER  -  FIRST     CLASS II
 CT0249
 CT0249.The horizontal coordinates were scaled from a topographic map and have
 CT0249.an estimated accuracy of +/- 6 seconds.
 CT0249
 CT0249.The orthometric height was determined by differential leveling
 CT0249.and adjusted by the National Geodetic Survey in June 1991..
 CT0249
 CT0249.The geoid height was determined by GEOID03.
 CT0249
 CT0249.The dynamic height is computed by dividing the NAVD 88
 CT0249.geopotential number by the normal gravity value computed on the
 CT0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0249.degrees latitude (g = 980.6199 gals.).
 CT0249
 CT0249.The modeled gravity was interpolated from observed gravity values.
 CT0249
 CT0249;                    North         East    Units  Estimated Accuracy
 CT0249;SPC TXNC     - 2,098,080.      599,140.      MT  (+/- 180 meters Scaled)
 CT0249
 CT0249                          SUPERSEDED SURVEY CONTROL
 CT0249
 CT0249  NGVD 29 (??/??/92)  307.224  (m)         1007.95   (f) ADJ UNCH    1 2
 CT0249
 CT0249.Superseded values are not recommended for survey control.
 CT0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0249.See file dsdata.txt to determine how the superseded data were derived.
 CT0249
 CT0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB460016(NAD 83)
 CT0249_MARKER: DB = BENCH MARK DISK
 CT0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0249_STAMPING: Y 1050 1956
 CT0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0249+STABILITY: SURFACE MOTION
 CT0249
 CT0249  HISTORY     - Date     Condition        Report By
 CT0249  HISTORY     - 1956     MONUMENTED       CGS
 CT0249  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0249  HISTORY     - 20020320 MARK NOT FOUND   USPSQD
 CT0249
 CT0249                          STATION DESCRIPTION
 CT0249
 CT0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0249'0.7 MI W FROM STRAWN.
 CT0249'0.7 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0249'STRAWN, 9.2 FEET SOUTH OF MILEPOST 327, 30.4 FEET SOUTH OF THE SOUTH
 CT0249'RAIL OF THE MAIN TRACK, 66 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 CT0249'ROAD, 2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CT0249'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CT0249
 CT0249                          STATION RECOVERY (1998)
 CT0249
 CT0249'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0249'MARK NOT FOUND.
 CT0249
 CT0249                          STATION RECOVERY (2002)
 CT0249
 CT0249'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CT0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0499 ***********************************************************************
 CT0499  DESIGNATION -  Y 1051
 CT0499  PID         -  CT0499
 CT0499  STATE/COUNTY-  TX/CALLAHAN
 CT0499  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0499
 CT0499                         *CURRENT SURVEY CONTROL
 CT0499  ___________________________________________________________________
 CT0499* NAD 83(1986)-  32 24 44.     (N)    099 34 15.     (W)     SCALED    
 CT0499* NAVD 88     -       597.445  (meters)    1960.12   (feet)  ADJUSTED  
 CT0499  ___________________________________________________________________
 CT0499  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CT0499  DYNAMIC HT  -         596.663 (meters)    1957.55  (feet)  COMP
 CT0499  MODELED GRAV-     979,312.0   (mgal)                       NAVD 88
 CT0499
 CT0499  VERT ORDER  -  FIRST     CLASS II
 CT0499
 CT0499.The horizontal coordinates were scaled from a topographic map and have
 CT0499.an estimated accuracy of +/- 6 seconds.
 CT0499
 CT0499.The orthometric height was determined by differential leveling
 CT0499.and adjusted by the National Geodetic Survey in June 1991..
 CT0499.WARNING-Repeat measurements at this control monument indicate possible
 CT0499.vertical movement.
 CT0499
 CT0499.The geoid height was determined by GEOID03.
 CT0499
 CT0499.The dynamic height is computed by dividing the NAVD 88
 CT0499.geopotential number by the normal gravity value computed on the
 CT0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0499.degrees latitude (g = 980.6199 gals.).
 CT0499
 CT0499.The modeled gravity was interpolated from observed gravity values.
 CT0499
 CT0499;                    North         East    Units  Estimated Accuracy
 CT0499;SPC TXNC     - 2,083,190.      499,280.      MT  (+/- 180 meters Scaled)
 CT0499
 CT0499                          SUPERSEDED SURVEY CONTROL
 CT0499
 CT0499  NGVD 29 (??/??/92)  597.276  (m)         1959.56   (f) ADJ UNCH    1 2
 CT0499
 CT0499.Superseded values are not recommended for survey control.
 CT0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0499.See file dsdata.txt to determine how the superseded data were derived.
 CT0499
 CT0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA463862(NAD 83)
 CT0499_MARKER: DB = BENCH MARK DISK
 CT0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0499_STAMPING: Y 1051 1956
 CT0499_MARK LOGO: CGS   
 CT0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0499+STABILITY: SURFACE MOTION
 CT0499
 CT0499  HISTORY     - Date     Condition        Report By
 CT0499  HISTORY     - 1956     MONUMENTED       CGS
 CT0499  HISTORY     - 1961     GOOD             NGS
 CT0499  HISTORY     - 1983     GOOD             NGS
 CT0499  HISTORY     - 20011013 GOOD             USPSQD
 CT0499
 CT0499                          STATION DESCRIPTION
 CT0499
 CT0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0499'4.7 MI E FROM ELMDALE.
 CT0499'0.4 MILE SOUTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0499'4.3 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD, 0.4 MILE EAST OF
 CT0499'MILEPOST 397, 300 FEET EAST OF THE TOP OF A HILL, 71 FEET NORTH OF THE
 CT0499'CENTER LINE OF FARM ROAD 18, 40.8 FEET EAST OF A TELEPHONE POLE, 31.5
 CT0499'FEET SOUTH OF THE SOUTH RAIL, 2.3 FEET WEST OF A WITNESS POST, 0.8
 CT0499'MILE WEST OF BENCH MARK Z 1051, SET IN THE TOP OF A CONCRETE POST
 CT0499'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CT0499
 CT0499                          STATION RECOVERY (1961)
 CT0499
 CT0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0499'RECOVERED IN GOOD CONDITION.
 CT0499
 CT0499                          STATION RECOVERY (1983)
 CT0499
 CT0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0499'RECOVERED IN GOOD CONDITION.
 CT0499
 CT0499                          STATION RECOVERY (2001)
 CT0499
 CT0499'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0198 ***********************************************************************
 CT0198  DESIGNATION -  Y 1052
 CT0198  PID         -  CT0198
 CT0198  STATE/COUNTY-  TX/EASTLAND
 CT0198  USGS QUAD   -  CISCO NORTH (1987)
 CT0198
 CT0198                         *CURRENT SURVEY CONTROL
 CT0198  ___________________________________________________________________
 CT0198* NAD 83(1986)-  32 25 16.     (N)    098 59 45.     (W)     SCALED    
 CT0198* NAVD 88     -       486.109  (meters)    1594.84   (feet)  ADJUSTED  
 CT0198  ___________________________________________________________________
 CT0198  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CT0198  DYNAMIC HT  -         485.483 (meters)    1592.79  (feet)  COMP
 CT0198  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 CT0198
 CT0198  VERT ORDER  -  FIRST     CLASS II
 CT0198
 CT0198.This mark is at Cisco Municipal Airport (3F2)
 CT0198
 CT0198.The horizontal coordinates were scaled from a topographic map and have
 CT0198.an estimated accuracy of +/- 6 seconds.
 CT0198
 CT0198.The orthometric height was determined by differential leveling
 CT0198.and adjusted by the National Geodetic Survey in June 1991..
 CT0198
 CT0198.The geoid height was determined by GEOID03.
 CT0198
 CT0198.The dynamic height is computed by dividing the NAVD 88
 CT0198.geopotential number by the normal gravity value computed on the
 CT0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0198.degrees latitude (g = 980.6199 gals.).
 CT0198
 CT0198.The modeled gravity was interpolated from observed gravity values.
 CT0198
 CT0198;                    North         East    Units  Estimated Accuracy
 CT0198;SPC TXNC     - 2,083,770.      553,370.      MT  (+/- 180 meters Scaled)
 CT0198
 CT0198                          SUPERSEDED SURVEY CONTROL
 CT0198
 CT0198  NGVD 29 (??/??/92)  485.960  (m)         1594.35   (f) ADJ UNCH    1 2
 CT0198
 CT0198.Superseded values are not recommended for survey control.
 CT0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0198.See file dsdata.txt to determine how the superseded data were derived.
 CT0198
 CT0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA003871(NAD 83)
 CT0198_MARKER: DB = BENCH MARK DISK
 CT0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0198_STAMPING: Y 1052 1956
 CT0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0198+STABILITY: SURFACE MOTION
 CT0198
 CT0198  HISTORY     - Date     Condition        Report By
 CT0198  HISTORY     - 1956     MONUMENTED       CGS
 CT0198  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0198
 CT0198                          STATION DESCRIPTION
 CT0198
 CT0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0198'2.6 MI N FROM CISCO.
 CT0198'2.1 MILES NORTH ALONG U.S. HIGHWAY 380 FROM THE TEXAS AND PACIFIC
 CT0198'RAILROAD STATION AT CISCO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD,
 CT0198'AT THE NORTHEAST CORNER OF THE CISCO AIRPORT, 48 FEET SOUTH OF THE
 CT0198'CENTER LINE OF A GRAVELED ROAD, 38 FEET WEST OF A FENCE, 2.8 FEET EAST
 CT0198'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CT0198'0.6 FOOT ABOVE THE GROUND.  NOTE-- RD WORK IN AREA.
 CT0198
 CT0198                          STATION RECOVERY (1965)
 CT0198
 CT0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0540 ***********************************************************************
 CT0540  DESIGNATION -  Y 1053
 CT0540  PID         -  CT0540
 CT0540  STATE/COUNTY-  TX/TAYLOR
 CT0540  USGS QUAD   -  ABILENE WEST (1987)
 CT0540
 CT0540                         *CURRENT SURVEY CONTROL
 CT0540  ___________________________________________________________________
 CT0540* NAD 83(1986)-  32 25 38.     (N)    099 50 13.     (W)     SCALED    
 CT0540* NAVD 88     -       537.987  (meters)    1765.05   (feet)  POSTED    
 CT0540  ___________________________________________________________________
 CT0540  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CT0540  DYNAMIC HT  -         537.290 (meters)    1762.76  (feet)  COMP
 CT0540  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 CT0540
 CT0540  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0540
 CT0540.The horizontal coordinates were scaled from a topographic map and have
 CT0540.an estimated accuracy of +/- 6 seconds.
 CT0540
 CT0540.The orthometric height was determined by differential leveling
 CT0540.and adjusted by the National Geodetic Survey in 1992..
 CT0540.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0540.rate of 1.1 thru 2.0 mm/km.
 CT0540
 CT0540.The geoid height was determined by GEOID03.
 CT0540
 CT0540.The dynamic height is computed by dividing the NAVD 88
 CT0540.geopotential number by the normal gravity value computed on the
 CT0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0540.degrees latitude (g = 980.6199 gals.).
 CT0540
 CT0540.The modeled gravity was interpolated from observed gravity values.
 CT0540
 CT0540;                    North         East    Units  Estimated Accuracy
 CT0540;SPC TXNC     - 2,085,140.      474,270.      MT  (+/- 180 meters Scaled)
 CT0540
 CT0540                          SUPERSEDED SURVEY CONTROL
 CT0540
 CT0540  NGVD 29 (??/??/92)  537.816  (m)         1764.48   (f) ADJ UNCH    1 2
 CT0540
 CT0540.Superseded values are not recommended for survey control.
 CT0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0540.See file dsdata.txt to determine how the superseded data were derived.
 CT0540
 CT0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA213881(NAD 83)
 CT0540_MARKER: DB = BENCH MARK DISK
 CT0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0540_SP_SET: FOUNDATION
 CT0540_STAMPING: Y 1053 1956
 CT0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0540
 CT0540  HISTORY     - Date     Condition        Report By
 CT0540  HISTORY     - 1956     MONUMENTED       CGS
 CT0540  HISTORY     - 1961     GOOD             NGS
 CT0540
 CT0540                          STATION DESCRIPTION
 CT0540
 CT0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0540'7.3 MI SW FROM ABILENE.
 CT0540'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0540'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG AN OILED ROAD, THENCE 1.95
 CT0540'MILES SOUTHWEST ALONG THE MAIN ACCESS ROAD OF THE ABILENE AIR FORCE
 CT0540'BASE TO A TRAFFIC CIRCLE, THENCE 0.25 MILE WEST ALONG AVENUE B, 0.5
 CT0540'FOOT ABOVE THE GROUND, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 CT0540'CONCRETE FOUNDATION OF THE RISER PIPE OF A LARGE WATER TOWER, DIRECTLY
 CT0540'BENEATH THE CENTER OF THE WATER TANK.
 CT0540
 CT0540                          STATION RECOVERY (1961)
 CT0540
 CT0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0587 ***********************************************************************
 CU0587  DESIGNATION -  Y 1054
 CU0587  PID         -  CU0587
 CU0587  STATE/COUNTY-  TX/HOWARD
 CU0587  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0587
 CU0587                         *CURRENT SURVEY CONTROL
 CU0587  ___________________________________________________________________
 CU0587* NAD 83(1986)-  32 15 18.     (N)    101 28 37.     (W)     SCALED    
 CU0587* NAVD 88     -       732.551  (meters)    2403.38   (feet)  ADJUSTED  
 CU0587  ___________________________________________________________________
 CU0587  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CU0587  DYNAMIC HT  -         731.547 (meters)    2400.08  (feet)  COMP
 CU0587  MODELED GRAV-     979,244.4   (mgal)                       NAVD 88
 CU0587
 CU0587  VERT ORDER  -  FIRST     CLASS II
 CU0587
 CU0587.The horizontal coordinates were scaled from a topographic map and have
 CU0587.an estimated accuracy of +/- 6 seconds.
 CU0587
 CU0587.The orthometric height was determined by differential leveling
 CU0587.and adjusted by the National Geodetic Survey in June 1991..
 CU0587
 CU0587.The geoid height was determined by GEOID03.
 CU0587
 CU0587.The dynamic height is computed by dividing the NAVD 88
 CU0587.geopotential number by the normal gravity value computed on the
 CU0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0587.degrees latitude (g = 980.6199 gals.).
 CU0587
 CU0587.The modeled gravity was interpolated from observed gravity values.
 CU0587
 CU0587;                    North         East    Units  Estimated Accuracy
 CU0587;SPC TXNC     - 2,069,220.      319,530.      MT  (+/- 180 meters Scaled)
 CU0587
 CU0587                          SUPERSEDED SURVEY CONTROL
 CU0587
 CU0587  NGVD 29 (??/??/92)  732.285  (m)         2402.51   (f) ADJ UNCH    1 2
 CU0587
 CU0587.Superseded values are not recommended for survey control.
 CU0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0587.See file dsdata.txt to determine how the superseded data were derived.
 CU0587
 CU0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA666713(NAD 83)
 CU0587_MARKER: DB = BENCH MARK DISK
 CU0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0587_SP_SET: FOUNDATION
 CU0587_STAMPING: Y 1054 1956
 CU0587_MARK LOGO: CGS   
 CU0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0587
 CU0587  HISTORY     - Date     Condition        Report By
 CU0587  HISTORY     - 1956     MONUMENTED       CGS
 CU0587  HISTORY     - 1958     GOOD             NGS
 CU0587  HISTORY     - 1982     GOOD             NGS
 CU0587
 CU0587                          STATION DESCRIPTION
 CU0587
 CU0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0587'IN BIG SPRING.
 CU0587'AT BIG SPRING, 5 1/2 RAILS SOUTHWEST OF THE SOUTHWEST END OF THE TEXAS
 CU0587'AND PACIFIC RAILROAD STATION, 76 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 CU0587'OF THE MAIN TRACK, 3.4 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE
 CU0587'FREIGHT OFFICE BUILDING, SET IN THE TOP OF THE EAST CORNER OF THE
 CU0587'CONCRETE FOUNDATION OF A RADIO ANTENNA, 0.3 FOOT ABOVE THE GROUND.
 CU0587
 CU0587                          STATION RECOVERY (1958)
 CU0587
 CU0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CU0587'RECOVERED IN GOOD CONDITION.
 CU0587
 CU0587                          STATION RECOVERY (1982)
 CU0587
 CU0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0587'IN BIG SPRING, AT THE INTERSECTION OF NORTH MAIN AND WEST FIRST
 CU0587'STREETS, IN TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF
 CU0587'A RADIO TOWER AT THE NORTHEAST CORNER OF THE TEXAS AND PACIFIC
 CU0587'RAILROAD FREIGHT OFFICE, 4.4 METERS (14.4 FT) WEST OF THE NORTHEAST
 CU0587'CORNER OF THE OFFICE AND 0.3 METER (1.0 FT) SOUTH OF THE SOUTHEAST LEG
 CU0587'OF THE TOWER.
 CU0587'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0150 ***********************************************************************
 CU0150  DESIGNATION -  Y 1055
 CU0150  PID         -  CU0150
 CU0150  STATE/COUNTY-  TX/TAYLOR
 CU0150  USGS QUAD   -  MERKEL WEST (1984)
 CU0150
 CU0150                         *CURRENT SURVEY CONTROL
 CU0150  ___________________________________________________________________
 CU0150* NAD 83(1986)-  32 28 48.     (N)    100 04 37.     (W)     SCALED    
 CU0150* NAVD 88     -       566.248  (meters)    1857.77   (feet)  ADJUSTED  
 CU0150  ___________________________________________________________________
 CU0150  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CU0150  DYNAMIC HT  -         565.510 (meters)    1855.34  (feet)  COMP
 CU0150  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 CU0150
 CU0150  VERT ORDER  -  FIRST     CLASS II
 CU0150
 CU0150.The horizontal coordinates were scaled from a topographic map and have
 CU0150.an estimated accuracy of +/- 6 seconds.
 CU0150
 CU0150.The orthometric height was determined by differential leveling
 CU0150.and adjusted by the National Geodetic Survey in June 1991..
 CU0150.WARNING-Repeat measurements at this control monument indicate possible
 CU0150.vertical movement.
 CU0150
 CU0150.The geoid height was determined by GEOID03.
 CU0150
 CU0150.The dynamic height is computed by dividing the NAVD 88
 CU0150.geopotential number by the normal gravity value computed on the
 CU0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0150.degrees latitude (g = 980.6199 gals.).
 CU0150
 CU0150.The modeled gravity was interpolated from observed gravity values.
 CU0150
 CU0150;                    North         East    Units  Estimated Accuracy
 CU0150;SPC TXNC     - 2,091,300.      451,790.      MT  (+/- 180 meters Scaled)
 CU0150
 CU0150                          SUPERSEDED SURVEY CONTROL
 CU0150
 CU0150  NGVD 29 (??/??/92)  566.068  (m)         1857.17   (f) ADJ UNCH    1 2
 CU0150
 CU0150.Superseded values are not recommended for survey control.
 CU0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0150.See file dsdata.txt to determine how the superseded data were derived.
 CU0150
 CU0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA988941(NAD 83)
 CU0150_MARKER: DB = BENCH MARK DISK
 CU0150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0150_STAMPING: Y 1055 1956
 CU0150_MARK LOGO: CGS   
 CU0150_PROJECTION: FLUSH
 CU0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0150_ROD/PIPE-DEPTH: 7.6  meters
 CU0150
 CU0150  HISTORY     - Date     Condition        Report By
 CU0150  HISTORY     - 1956     MONUMENTED       CGS
 CU0150  HISTORY     - 1982     GOOD             NGS
 CU0150  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0150  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0150
 CU0150                          STATION DESCRIPTION
 CU0150
 CU0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0150'2.7 MI E FROM TRENT.
 CU0150'2.7 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0150'AT TRENT, 9 POLES EAST OF MILEPOST 427, 11 POLES WEST OF A GRAVELED
 CU0150'ROAD CROSSING, 3 POLES EAST OF SEMAPHORE 426.8, 43.5 FEET SOUTH OF THE
 CU0150'SOUTH RAIL, 18 FEET SOUTHEAST OF A TELEPHONE POLE, 4.3 FEET NORTH OF A
 CU0150'FENCE, 3.5 FEET EAST OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2
 CU0150'INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 25 FEET IN THE GROUND,
 CU0150'INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE
 CU0150'GROUND.
 CU0150
 CU0150                          STATION RECOVERY (1982)
 CU0150
 CU0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0150'28.4 KM (17.65 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CU0150'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CU0150'ABILENE, 0.4 KM (0.25 MI) WEST OF A PAVED ROAD LEADING SOUTH, 0.4 KM
 CU0150'(0.25 MI) EAST OF MILEPOST 427, 0.2 KM (0.1 MI) EAST OF RAILROAD
 CU0150'SIGNAL NUMBER 4268, 13.3 METERS (43.6 FT) SOUTH OF THE NEAR RAIL, 5.6
 CU0150'METERS (18.4 FT) SOUTHEAST OF A CUT OFF TELEPHONE POLE AND 1.3 METERS
 CU0150'(4.5 FT) NORTH OF A FENCE.
 CU0150'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CU0150'THE MARK IS 1.8 M BELOW THE TRACKS.
 CU0150
 CU0150                          STATION RECOVERY (1994)
 CU0150
 CU0150'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0150'MARK NOT FOUND.
 CU0150
 CU0150                          STATION RECOVERY (2001)
 CU0150
 CU0150'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0298 ***********************************************************************
 CU0298  DESIGNATION -  Y 1056
 CU0298  PID         -  CU0298
 CU0298  STATE/COUNTY-  TX/MITCHELL
 CU0298  USGS QUAD   -  COLORADO CITY (1979)
 CU0298
 CU0298                         *CURRENT SURVEY CONTROL
 CU0298  ___________________________________________________________________
 CU0298* NAD 83(1986)-  32 23 30.     (N)    100 47 11.     (W)     SCALED    
 CU0298* NAVD 88     -       682.536  (meters)    2239.29   (feet)  ADJUSTED  
 CU0298  ___________________________________________________________________
 CU0298  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CU0298  DYNAMIC HT  -         681.622 (meters)    2236.29  (feet)  COMP
 CU0298  MODELED GRAV-     979,278.2   (mgal)                       NAVD 88
 CU0298
 CU0298  VERT ORDER  -  FIRST     CLASS II
 CU0298
 CU0298.The horizontal coordinates were scaled from a topographic map and have
 CU0298.an estimated accuracy of +/- 6 seconds.
 CU0298
 CU0298.The orthometric height was determined by differential leveling
 CU0298.and adjusted by the National Geodetic Survey in June 1991..
 CU0298
 CU0298.The geoid height was determined by GEOID03.
 CU0298
 CU0298.The dynamic height is computed by dividing the NAVD 88
 CU0298.geopotential number by the normal gravity value computed on the
 CU0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0298.degrees latitude (g = 980.6199 gals.).
 CU0298
 CU0298.The modeled gravity was interpolated from observed gravity values.
 CU0298
 CU0298;                    North         East    Units  Estimated Accuracy
 CU0298;SPC TXNC     - 2,082,740.      384,910.      MT  (+/- 180 meters Scaled)
 CU0298
 CU0298                          SUPERSEDED SURVEY CONTROL
 CU0298
 CU0298  NGVD 29 (??/??/92)  682.309  (m)         2238.54   (f) ADJ UNCH    1 2
 CU0298
 CU0298.Superseded values are not recommended for survey control.
 CU0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0298.See file dsdata.txt to determine how the superseded data were derived.
 CU0298
 CU0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA319852(NAD 83)
 CU0298_MARKER: DB = BENCH MARK DISK
 CU0298_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0298_SP_SET: 14.5 FT.
 CU0298_STAMPING: Y 1056 1956
 CU0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0298
 CU0298  HISTORY     - Date     Condition        Report By
 CU0298  HISTORY     - 1956     MONUMENTED       CGS
 CU0298
 CU0298                          STATION DESCRIPTION
 CU0298
 CU0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0298'4.9 MI NE FROM COLORADO CITY.
 CU0298'4.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0298'STATION AT COLORADO CITY, 2 POLES SOUTHWEST OF MILEPOST 471, 21.4 FEET
 CU0298'NORTHWEST OF THE NORTHWEST RAIL, 26 FEET SOUTHEAST OF A FENCE, 5.4
 CU0298'FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A WITNESS
 CU0298'POST, 5 FEET BELOW THE TOP OF THE RAILS, CLAMPED ON THE TOP OF A 1/2
 CU0298'INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 14.5 FEET IN THE GROUND,
 CU0298'INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE
 CU0298'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0295 ***********************************************************************
 CU0295  DESIGNATION -  Y 1057
 CU0295  PID         -  CU0295
 CU0295  STATE/COUNTY-  TX/MITCHELL
 CU0295  USGS QUAD   -  COLORADO CITY (1979)
 CU0295
 CU0295                         *CURRENT SURVEY CONTROL
 CU0295  ___________________________________________________________________
 CU0295* NAD 83(1986)-  32 23 52.     (N)    100 45 48.     (W)     SCALED    
 CU0295* NAVD 88     -       672.203  (meters)    2205.39   (feet)  ADJUSTED  
 CU0295  ___________________________________________________________________
 CU0295  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0295  DYNAMIC HT  -         671.301 (meters)    2202.43  (feet)  COMP
 CU0295  MODELED GRAV-     979,275.5   (mgal)                       NAVD 88
 CU0295
 CU0295  VERT ORDER  -  FIRST     CLASS II
 CU0295
 CU0295.The horizontal coordinates were scaled from a topographic map and have
 CU0295.an estimated accuracy of +/- 6 seconds.
 CU0295
 CU0295.The orthometric height was determined by differential leveling
 CU0295.and adjusted by the National Geodetic Survey in June 1991..
 CU0295
 CU0295.The geoid height was determined by GEOID03.
 CU0295
 CU0295.The dynamic height is computed by dividing the NAVD 88
 CU0295.geopotential number by the normal gravity value computed on the
 CU0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0295.degrees latitude (g = 980.6199 gals.).
 CU0295
 CU0295.The modeled gravity was interpolated from observed gravity values.
 CU0295
 CU0295;                    North         East    Units  Estimated Accuracy
 CU0295;SPC TXNC     - 2,083,370.      387,090.      MT  (+/- 180 meters Scaled)
 CU0295
 CU0295                          SUPERSEDED SURVEY CONTROL
 CU0295
 CU0295  NGVD 29 (??/??/92)  671.972  (m)         2204.63   (f) ADJ UNCH    1 2
 CU0295
 CU0295.Superseded values are not recommended for survey control.
 CU0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0295.See file dsdata.txt to determine how the superseded data were derived.
 CU0295
 CU0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA341858(NAD 83)
 CU0295_MARKER: DB = BENCH MARK DISK
 CU0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0295_SP_SET: FOUNDATION
 CU0295_STAMPING: Y 1057 1956
 CU0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0295
 CU0295  HISTORY     - Date     Condition        Report By
 CU0295  HISTORY     - 1956     MONUMENTED       CGS
 CU0295
 CU0295                          STATION DESCRIPTION
 CU0295
 CU0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0295'3.1 MI SW FROM LORAINE.
 CU0295'3.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0295'STATION AT LORAINE, 12 POLES NORTHEAST OF MILEPOST 470, 32.6 FEET
 CU0295'SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE EAST CORNER OF
 CU0295'THE CONCRETE FOUNDATION OF AN ABANDONED PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0340 ***********************************************************************
 CC0340  DESIGNATION -  Y 1058
 CC0340  PID         -  CC0340
 CC0340  STATE/COUNTY-  TX/REEVES
 CC0340  USGS QUAD   -  PECOS WEST (1981)
 CC0340
 CC0340                         *CURRENT SURVEY CONTROL
 CC0340  ___________________________________________________________________
 CC0340* NAD 83(1986)-  31 24 01.     (N)    103 34 31.     (W)     SCALED    
 CC0340* NAVD 88     -       811.181  (meters)    2661.35   (feet)  ADJUSTED  
 CC0340  ___________________________________________________________________
 CC0340  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CC0340  DYNAMIC HT  -         809.994 (meters)    2657.46  (feet)  COMP
 CC0340  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 CC0340
 CC0340  VERT ORDER  -  FIRST     CLASS II
 CC0340
 CC0340.The horizontal coordinates were scaled from a topographic map and have
 CC0340.an estimated accuracy of +/- 6 seconds.
 CC0340
 CC0340.The orthometric height was determined by differential leveling
 CC0340.and adjusted by the National Geodetic Survey in June 1991..
 CC0340
 CC0340.The geoid height was determined by GEOID03.
 CC0340
 CC0340.The dynamic height is computed by dividing the NAVD 88
 CC0340.geopotential number by the normal gravity value computed on the
 CC0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0340.degrees latitude (g = 980.6199 gals.).
 CC0340
 CC0340.The modeled gravity was interpolated from observed gravity values.
 CC0340
 CC0340;                    North         East    Units  Estimated Accuracy
 CC0340;SPC TX C     - 3,196,670.      391,750.      MT  (+/- 180 meters Scaled)
 CC0340
 CC0340                          SUPERSEDED SURVEY CONTROL
 CC0340
 CC0340  NGVD 29 (??/??/92)  810.969  (m)         2660.65   (f) ADJ UNCH    1 2
 CC0340
 CC0340.Superseded values are not recommended for survey control.
 CC0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0340.See file dsdata.txt to determine how the superseded data were derived.
 CC0340
 CC0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ354748(NAD 83)
 CC0340_MARKER: DB = BENCH MARK DISK
 CC0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0340_STAMPING: Y 1058 1956
 CC0340_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0340+STABILITY: SURFACE MOTION
 CC0340
 CC0340  HISTORY     - Date     Condition        Report By
 CC0340  HISTORY     - 1956     MONUMENTED       CGS
 CC0340  HISTORY     - 1981     GOOD             NGS
 CC0340
 CC0340                          STATION DESCRIPTION
 CC0340
 CC0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0340'5.0 MI SW FROM PECOS.
 CC0340'5.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0340'STATION AT PECOS, 81 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 CC0340'80, 35 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4.7 FEET NORTHWEST OF THE
 CC0340'5TH POLE NORTHEAST OF MILEPOST 652, 2.4 FEET SOUTHWEST OF A WITNESS
 CC0340'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CC0340'THE GROUND.
 CC0340
 CC0340                          STATION RECOVERY (1981)
 CC0340
 CC0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0340'5.3 KM (3.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0340'JUNCTION WITH STATE HIGHWAY 17 IN PECOS, 0.6 KM (0.4 MI) SOUTHWEST
 CC0340'OF MILE POST 37, 0.6 KM (0.35 MI) SOUTHWEST OF A PAVED ROAD CROSSING,
 CC0340'0.2 KM (0.15 MI) NORTHEAST OF MISSOURI PACIFIC RAILROAD MILE POST
 CC0340'652, 43.9 METERS (144.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 CC0340'THE WEST BOUND LANES OF THE HIGHWAY, 24.7 METERS (81.0 FT)
 CC0340'NORTH-NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD, 10.7 METERS
 CC0340'(35.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL, AND 0.7 METER (2.4 FT)
 CC0340'WEST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0340'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0340'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0321 ***********************************************************************
 CU0321  DESIGNATION -  Y 1060
 CU0321  PID         -  CU0321
 CU0321  STATE/COUNTY-  TX/MITCHELL
 CU0321  USGS QUAD   -  CEDAR BEND (1979)
 CU0321
 CU0321                         *CURRENT SURVEY CONTROL
 CU0321  ___________________________________________________________________
 CU0321* NAD 83(1986)-  32 26 24.     (N)    100 56 52.     (W)     SCALED    
 CU0321* NAVD 88     -       641.324  (meters)    2104.08   (feet)  ADJUSTED  
 CU0321  ___________________________________________________________________
 CU0321  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CU0321  DYNAMIC HT  -         640.467 (meters)    2101.27  (feet)  COMP
 CU0321  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 CU0321
 CU0321  VERT ORDER  -  FIRST     CLASS II
 CU0321
 CU0321.The horizontal coordinates were scaled from a topographic map and have
 CU0321.an estimated accuracy of +/- 6 seconds.
 CU0321
 CU0321.The orthometric height was determined by differential leveling
 CU0321.and adjusted by the National Geodetic Survey in June 1991..
 CU0321
 CU0321.The geoid height was determined by GEOID03.
 CU0321
 CU0321.The dynamic height is computed by dividing the NAVD 88
 CU0321.geopotential number by the normal gravity value computed on the
 CU0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0321.degrees latitude (g = 980.6199 gals.).
 CU0321
 CU0321.The modeled gravity was interpolated from observed gravity values.
 CU0321
 CU0321;                    North         East    Units  Estimated Accuracy
 CU0321;SPC TXNC     - 2,088,440.      369,850.      MT  (+/- 180 meters Scaled)
 CU0321
 CU0321                          SUPERSEDED SURVEY CONTROL
 CU0321
 CU0321  NGVD 29 (??/??/92)  641.085  (m)         2103.29   (f) ADJ UNCH    1 2
 CU0321
 CU0321.Superseded values are not recommended for survey control.
 CU0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0321.See file dsdata.txt to determine how the superseded data were derived.
 CU0321
 CU0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA168908(NAD 83)
 CU0321_MARKER: DB = BENCH MARK DISK
 CU0321_SETTING: 66 = SET IN ROCK OUTCROP
 CU0321_SP_SET: OUTCROP
 CU0321_STAMPING: Y 1060 1956
 CU0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0321+STABILITY: POSITION/ELEVATION WELL
 CU0321
 CU0321  HISTORY     - Date     Condition        Report By
 CU0321  HISTORY     - 1956     MONUMENTED       CGS
 CU0321  HISTORY     - 1982     GOOD             NGS
 CU0321
 CU0321                          STATION DESCRIPTION
 CU0321
 CU0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0321'7.8 MI NW FROM COLORADO CITY.
 CU0321'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0321'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, THENCE
 CU0321'0.5 MILE WEST ALONG FARM ROAD 1229, THENCE 1.5 MILES NORTH ALONG A
 CU0321'GRADED DIRT ROAD, 0.1 MILE NORTHWEST OF A FARMHOUSE, 82 YARDS
 CU0321'SOUTHEAST OF THE SOUTHEAST END OF A BRIDGE OVER THE COLORADO RIVER, 41
 CU0321'FEET WEST OF THE CENTER LINE OF A ROAD, 46 FEET NORTHWEST OF A POWER
 CU0321'POLE, 20 FEET WEST OF A FENCE, FLUSH WITH THE GROUND, SET IN THE TOP
 CU0321'OF A ROCK OUTCROP.
 CU0321
 CU0321                          STATION RECOVERY (1982)
 CU0321
 CU0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0321'6.9 KM (4.3 MI) SOUTHWESTERLY ALONG IN STATE HIGHWAY 20 FROM ITS
 CU0321'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, THENCE 40 KM (2.5
 CU0321'MI) NORTH AND WEST ALONG FARM ROAD 1229, THENCE 2.5 KM (1.55 MI)
 CU0321'NORTH ALONG A GRAVELED ROAD 0.2 KM (0.1 MI) SOUTH OF BRIDGE OVER THE
 CU0321'COLORADO RIVER. IN THE CENTER OF A 3 & 6 FOOT EXPOSED AREA OF
 CU0321'OUTCROPPING BEDROCK. 12.9 M (42.3 FT) NW OF A UTILITY POLE WITH 5 GUY
 CU0321'WIRES, 12.6 M (41.2 FT) W OF A THE CENTER OF THE ROAD AND, 6.2 M
 CU0321'(20.5 FT) W OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0043 ***********************************************************************
 CC0043  DESIGNATION -  Y 1061
 CC0043  PID         -  CC0043
 CC0043  STATE/COUNTY-  TX/ECTOR
 CC0043  USGS QUAD   -  ODESSA SE (1981)
 CC0043
 CC0043                         *CURRENT SURVEY CONTROL
 CC0043  ___________________________________________________________________
 CC0043* NAD 83(1986)-  31 50 51.     (N)    102 21 36.     (W)     SCALED    
 CC0043* NAVD 88     -       881.615  (meters)    2892.43   (feet)  ADJUSTED  
 CC0043  ___________________________________________________________________
 CC0043  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CC0043  DYNAMIC HT  -         880.366 (meters)    2888.33  (feet)  COMP
 CC0043  MODELED GRAV-     979,194.0   (mgal)                       NAVD 88
 CC0043
 CC0043  VERT ORDER  -  FIRST     CLASS II
 CC0043
 CC0043.The horizontal coordinates were scaled from a topographic map and have
 CC0043.an estimated accuracy of +/- 6 seconds.
 CC0043
 CC0043.The orthometric height was determined by differential leveling
 CC0043.and adjusted by the National Geodetic Survey in June 1991..
 CC0043
 CC0043.The geoid height was determined by GEOID03.
 CC0043
 CC0043.The dynamic height is computed by dividing the NAVD 88
 CC0043.geopotential number by the normal gravity value computed on the
 CC0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0043.degrees latitude (g = 980.6199 gals.).
 CC0043
 CC0043.The modeled gravity was interpolated from observed gravity values.
 CC0043
 CC0043;                    North         East    Units  Estimated Accuracy
 CC0043;SPC TX C     - 3,243,510.      508,190.      MT  (+/- 180 meters Scaled)
 CC0043
 CC0043                          SUPERSEDED SURVEY CONTROL
 CC0043
 CC0043  NGVD 29 (??/??/92)  881.221  (m)         2891.14   (f) ADJ UNCH    1 2
 CC0043
 CC0043.Superseded values are not recommended for survey control.
 CC0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0043.See file dsdata.txt to determine how the superseded data were derived.
 CC0043
 CC0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR498265(NAD 83)
 CC0043_MARKER: DB = BENCH MARK DISK
 CC0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0043_STAMPING: Y 1061 1956
 CC0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0043+STABILITY: SURFACE MOTION
 CC0043
 CC0043  HISTORY     - Date     Condition        Report By
 CC0043  HISTORY     - 1956     MONUMENTED       CGS
 CC0043  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0043
 CC0043                          STATION DESCRIPTION
 CC0043
 CC0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0043'0.6 MI NE FROM ODESSA.
 CC0043'0.6 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0043'STATION AT ODESSA, 93.2 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 CC0043'HUMBLE OIL COMPANY DISTRICT WAREHOUSE, 44.5 FEET SOUTHEAST OF THE
 CC0043'SOUTHEAST RAIL OF THE MAIN TRACK, 36.5 FEET NORTHEAST OF THE 2ND POLE
 CC0043'NORTHEAST OF MILEPOST 573, IN LINE WITH A ROW OF POLES, 2.5 FEET
 CC0043'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0043'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CC0043
 CC0043                          STATION RECOVERY (1982)
 CC0043
 CC0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0043'THE MONUMENT WAS FOUND WITH ONLY THE STEM OF THE DISK INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0207 ***********************************************************************
 CC0207  DESIGNATION -  Y 1062
 CC0207  PID         -  CC0207
 CC0207  STATE/COUNTY-  TX/ECTOR
 CC0207  USGS QUAD   -  METZ (1981)
 CC0207
 CC0207                         *CURRENT SURVEY CONTROL
 CC0207  ___________________________________________________________________
 CC0207* NAD 83(1986)-  31 42 01.     (N)    102 39 45.     (W)     SCALED    
 CC0207* NAVD 88     -       872.550  (meters)    2862.69   (feet)  ADJUSTED  
 CC0207  ___________________________________________________________________
 CC0207  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CC0207  DYNAMIC HT  -         871.334 (meters)    2858.70  (feet)  COMP
 CC0207  MODELED GRAV-     979,216.2   (mgal)                       NAVD 88
 CC0207
 CC0207  VERT ORDER  -  FIRST     CLASS II
 CC0207
 CC0207.The horizontal coordinates were scaled from a topographic map and have
 CC0207.an estimated accuracy of +/- 6 seconds.
 CC0207
 CC0207.The orthometric height was determined by differential leveling
 CC0207.and adjusted by the National Geodetic Survey in June 1991..
 CC0207
 CC0207.The geoid height was determined by GEOID03.
 CC0207
 CC0207.The dynamic height is computed by dividing the NAVD 88
 CC0207.geopotential number by the normal gravity value computed on the
 CC0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0207.degrees latitude (g = 980.6199 gals.).
 CC0207
 CC0207.The modeled gravity was interpolated from observed gravity values.
 CC0207
 CC0207;                    North         East    Units  Estimated Accuracy
 CC0207;SPC TX C     - 3,227,750.      479,220.      MT  (+/- 180 meters Scaled)
 CC0207
 CC0207                          SUPERSEDED SURVEY CONTROL
 CC0207
 CC0207  NGVD 29 (??/??/92)  872.198  (m)         2861.54   (f) ADJ UNCH    1 2
 CC0207
 CC0207.Superseded values are not recommended for survey control.
 CC0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0207.See file dsdata.txt to determine how the superseded data were derived.
 CC0207
 CC0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR215095(NAD 83)
 CC0207_MARKER: DB = BENCH MARK DISK
 CC0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0207_SP_SET: CISTERN
 CC0207_STAMPING: Y 1062 1956
 CC0207_MARK LOGO: CGS   
 CC0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0207
 CC0207  HISTORY     - Date     Condition        Report By
 CC0207  HISTORY     - 1956     MONUMENTED       CGS
 CC0207  HISTORY     - 1982     GOOD             NGS
 CC0207  HISTORY     - 20010202 GOOD             USPSQD
 CC0207
 CC0207                          STATION DESCRIPTION
 CC0207
 CC0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0207'15.5 MI NE FROM MONAHANS.
 CC0207'15.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0207'STATION AT MONAHANS, 34.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CC0207'MAIN TRACK, 98.7 FEET SOUTHWEST OF THE STATION SIGN AT METZ, 70 FEET
 CC0207'EAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 87 FEET NORTHWEST OF
 CC0207'THE CENTER LINE OF THE NORTHWEST TRAFFIC LANE OF U.S. HIGHWAY 80, 42.7
 CC0207'FEET NORTHEAST OF THE 5TH POLE NORTHEAST OF MILEPOST 594, 0.8 FOOT
 CC0207'ABOVE THE GROUND, SET IN THE TOP OF THE NORTH EDGE OF A ROUND CONCRETE
 CC0207'CISTERN.
 CC0207
 CC0207                          STATION RECOVERY (1982)
 CC0207
 CC0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0207'25.2 KM (15.65 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0207'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, IN TOP OF THE
 CC0207'NORTHEAST EDGE OF A LARGE CONCRETE CISTERN, 10.6 METERS (34.8 FT)
 CC0207'NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF U. S.
 CC0207'HIGHWAY 80, 10.4 METERS (34.1 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL AND
 CC0207'10.4 METERS (34.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING
 CC0207'NORTH.
 CC0207'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CC0207'THE MARK IS 0.5 M BELOW THE TRACKS.
 CC0207
 CC0207                          STATION RECOVERY (2001)
 CC0207
 CC0207'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0441 ***********************************************************************
 CC0441  DESIGNATION -  Y 1063
 CC0441  PID         -  CC0441
 CC0441  STATE/COUNTY-  TX/REEVES
 CC0441  USGS QUAD   -  WORSHAM (1971)
 CC0441
 CC0441                         *CURRENT SURVEY CONTROL
 CC0441  ___________________________________________________________________
 CC0441* NAD 83(1986)-  31 19 05.     (N)    103 32 46.     (W)     SCALED    
 CC0441* NAVD 88     -       804.721  (meters)    2640.16   (feet)  POSTED    
 CC0441  ___________________________________________________________________
 CC0441  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CC0441  DYNAMIC HT  -         803.550 (meters)    2636.31  (feet)  COMP
 CC0441  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 CC0441
 CC0441  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0441
 CC0441.The horizontal coordinates were scaled from a topographic map and have
 CC0441.an estimated accuracy of +/- 6 seconds.
 CC0441
 CC0441.The orthometric height was determined by differential leveling
 CC0441.and adjusted by the National Geodetic Survey in 1992..
 CC0441.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0441.rate of 0.0 thru 1.0 mm/km.
 CC0441
 CC0441.The geoid height was determined by GEOID03.
 CC0441
 CC0441.The dynamic height is computed by dividing the NAVD 88
 CC0441.geopotential number by the normal gravity value computed on the
 CC0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0441.degrees latitude (g = 980.6199 gals.).
 CC0441
 CC0441.The modeled gravity was interpolated from observed gravity values.
 CC0441
 CC0441;                    North         East    Units  Estimated Accuracy
 CC0441;SPC TX C     - 3,187,480.      394,260.      MT  (+/- 180 meters Scaled)
 CC0441
 CC0441                          SUPERSEDED SURVEY CONTROL
 CC0441
 CC0441  NGVD 29 (??/??/92)  804.601  (m)         2639.76   (f) ADJ UNCH    1 2
 CC0441
 CC0441.Superseded values are not recommended for survey control.
 CC0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0441.See file dsdata.txt to determine how the superseded data were derived.
 CC0441
 CC0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ383657(NAD 83)
 CC0441_MARKER: DB = BENCH MARK DISK
 CC0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0441_STAMPING: Y 1063 1956
 CC0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0441+STABILITY: SURFACE MOTION
 CC0441
 CC0441  HISTORY     - Date     Condition        Report By
 CC0441  HISTORY     - 1956     MONUMENTED       CGS
 CC0441
 CC0441                          STATION DESCRIPTION
 CC0441
 CC0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0441'8.5 MI S FROM PECOS.
 CC0441'1.6 MILES WEST ALONG WEST FOURTH STREET FORM THE POST OFFICE AT PECOS,
 CC0441'THENCE 6.9 MILES SOUTH ALONG STATE HIGHWAY 17, 148 FEET WEST OF THE
 CC0441'CENTER LINE OF THE HIGHWAY, 45.8 FEET WEST OF THE WEST RAIL OF THE
 CC0441'PECOS VALLEY SOUTHERN RAILROAD, 33 FEET SOUTH OF THE CENTER LINE OF A
 CC0441'PRIVATE ROAD LEADING WEST, 1.8 FEET EAST OF A FENCE, 2.2 FEET NORTH OF
 CC0441'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CC0441'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0054 ***********************************************************************
 CC0054  DESIGNATION -  Y 1064
 CC0054  PID         -  CC0054
 CC0054  STATE/COUNTY-  TX/ECTOR
 CC0054  USGS QUAD   -  ODESSA SE (1981)
 CC0054
 CC0054                         *CURRENT SURVEY CONTROL
 CC0054  ___________________________________________________________________
 CC0054* NAD 83(1986)-  31 48 45.     (N)    102 21 48.     (W)     SCALED    
 CC0054* NAVD 88     -       881.558  (meters)    2892.24   (feet)  ADJUSTED  
 CC0054  ___________________________________________________________________
 CC0054  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CC0054  DYNAMIC HT  -         880.309 (meters)    2888.15  (feet)  COMP
 CC0054  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 CC0054
 CC0054  VERT ORDER  -  FIRST     CLASS II
 CC0054
 CC0054.The horizontal coordinates were scaled from a topographic map and have
 CC0054.an estimated accuracy of +/- 6 seconds.
 CC0054
 CC0054.The orthometric height was determined by differential leveling
 CC0054.and adjusted by the National Geodetic Survey in June 1991..
 CC0054
 CC0054.The geoid height was determined by GEOID03.
 CC0054
 CC0054.The dynamic height is computed by dividing the NAVD 88
 CC0054.geopotential number by the normal gravity value computed on the
 CC0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0054.degrees latitude (g = 980.6199 gals.).
 CC0054
 CC0054.The modeled gravity was interpolated from observed gravity values.
 CC0054
 CC0054;                    North         East    Units  Estimated Accuracy
 CC0054;SPC TX C     - 3,239,640.      507,800.      MT  (+/- 180 meters Scaled)
 CC0054
 CC0054                          SUPERSEDED SURVEY CONTROL
 CC0054
 CC0054  NGVD 29 (??/??/92)  881.173  (m)         2890.98   (f) ADJ UNCH    1 2
 CC0054
 CC0054.Superseded values are not recommended for survey control.
 CC0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0054.See file dsdata.txt to determine how the superseded data were derived.
 CC0054
 CC0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR495226(NAD 83)
 CC0054_MARKER: DB = BENCH MARK DISK
 CC0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0054_STAMPING: Y 1064 1956
 CC0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0054+STABILITY: SURFACE MOTION
 CC0054
 CC0054  HISTORY     - Date     Condition        Report By
 CC0054  HISTORY     - 1956     MONUMENTED       CGS
 CC0054  HISTORY     - 20010202 MARK NOT FOUND   USPSQD
 CC0054
 CC0054                          STATION DESCRIPTION
 CC0054
 CC0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0054'2.4 MI S FROM ODESSA.
 CC0054'0.25 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0054'STATION AT ODESSA, THENCE 2.15 MILES SOUTH ALONG SOUTH CRANE AVENUE,
 CC0054'41 FEET WEST OF THE CENTER LINE OF SOUTH CRANE AVENUE, 9 FEET WEST OF
 CC0054'A FENCE, 3 FEET NORTH OF A WITNESS POST, 32 FEET NORTHWEST OF A POWER
 CC0054'POLE, 0.35 MILE NORTH OF A JUNCTION WITH STATE HIGHWAY 51, SET IN THE
 CC0054'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0054
 CC0054                          STATION RECOVERY (2001)
 CC0054
 CC0054'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0521 ***********************************************************************
 CC0521  DESIGNATION -  Y 1065
 CC0521  PID         -  CC0521
 CC0521  STATE/COUNTY-  TX/REEVES
 CC0521  USGS QUAD   -  SAND LAKE (1981)
 CC0521
 CC0521                         *CURRENT SURVEY CONTROL
 CC0521  ___________________________________________________________________
 CC0521* NAD 83(1986)-  31 33 30.     (N)    103 31 38.     (W)     SCALED    
 CC0521* NAVD 88     -       796.140  (meters)    2612.00   (feet)  ADJUSTED  
 CC0521  ___________________________________________________________________
 CC0521  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 CC0521  DYNAMIC HT  -         794.975 (meters)    2608.18  (feet)  COMP
 CC0521  MODELED GRAV-     979,151.2   (mgal)                       NAVD 88
 CC0521
 CC0521  VERT ORDER  -  FIRST     CLASS II
 CC0521
 CC0521.The horizontal coordinates were scaled from a topographic map and have
 CC0521.an estimated accuracy of +/- 6 seconds.
 CC0521
 CC0521.The orthometric height was determined by differential leveling
 CC0521.and adjusted by the National Geodetic Survey in June 1991..
 CC0521
 CC0521.The geoid height was determined by GEOID03.
 CC0521
 CC0521.The dynamic height is computed by dividing the NAVD 88
 CC0521.geopotential number by the normal gravity value computed on the
 CC0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0521.degrees latitude (g = 980.6199 gals.).
 CC0521
 CC0521.The modeled gravity was interpolated from observed gravity values.
 CC0521
 CC0521;                    North         East    Units  Estimated Accuracy
 CC0521;SPC TX C     - 3,214,060.      396,830.      MT  (+/- 180 meters Scaled)
 CC0521
 CC0521                          SUPERSEDED SURVEY CONTROL
 CC0521
 CC0521  NGVD 29 (??/??/92)  795.791  (m)         2610.86   (f) ADJ UNCH    1 2
 CC0521
 CC0521.Superseded values are not recommended for survey control.
 CC0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0521.See file dsdata.txt to determine how the superseded data were derived.
 CC0521
 CC0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ397924(NAD 83)
 CC0521_MARKER: DB = BENCH MARK DISK
 CC0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0521_STAMPING: Y 1065 1956
 CC0521_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0521+STABILITY: SURFACE MOTION
 CC0521
 CC0521  HISTORY     - Date     Condition        Report By
 CC0521  HISTORY     - 1956     MONUMENTED       CGS
 CC0521  HISTORY     - 1981     GOOD             NGS
 CC0521
 CC0521                          STATION DESCRIPTION
 CC0521
 CC0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0521'9.5 MI N FROM PECOS.
 CC0521'9.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0521'STATION AT PECOS, 106 FEET NORTH OF MILEPOST 262, 78.1 FEET NORTH OF A
 CC0521'SECTION OF VERTICAL RAIL WHICH WAS FORMERLY MILEPOST 262, 55.3 FEET
 CC0521'WEST OF THE WEST RAIL, 63 FEET EAST OF THE CENTER LINE OF FARM ROAD
 CC0521'1216, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CC0521'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CC0521
 CC0521                          STATION RECOVERY (1981)
 CC0521
 CC0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0521'15.0 KM (9.35 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0521'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0521'PECOS, 0.4 KM (0.25 MI) NORTH OF A PRIVATE ROAD LEADING SOUTHEAST,
 CC0521'22.4 METERS (73.5 FT) NORTHWEST OF MILE POST 262, 19.2 METERS
 CC0521'(63.0 FT) EAST OF THE CENTER OF FARM ROAD 1216, AND 16.9 METERS
 CC0521'(55.3 FT) WEST OF THE NEAR RAIL.
 CC0521'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CC0521'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0612 ***********************************************************************
 CD0612  DESIGNATION -  Y 1066
 CD0612  PID         -  CD0612
 CD0612  STATE/COUNTY-  TX/HUDSPETH
 CD0612  USGS QUAD   -  SMALL (1972)
 CD0612
 CD0612                         *CURRENT SURVEY CONTROL
 CD0612  ___________________________________________________________________
 CD0612* NAD 83(1986)-  31 15 59.     (N)    105 32 24.     (W)     SCALED    
 CD0612* NAVD 88     -      1259.172  (meters)    4131.13   (feet)  ADJUSTED  
 CD0612  ___________________________________________________________________
 CD0612  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CD0612  DYNAMIC HT  -        1257.184 (meters)    4124.61  (feet)  COMP
 CD0612  MODELED GRAV-     979,018.9   (mgal)                       NAVD 88
 CD0612
 CD0612  VERT ORDER  -  FIRST     CLASS II
 CD0612
 CD0612.The horizontal coordinates were scaled from a topographic map and have
 CD0612.an estimated accuracy of +/- 6 seconds.
 CD0612
 CD0612.The orthometric height was determined by differential leveling
 CD0612.and adjusted by the National Geodetic Survey in June 1991..
 CD0612
 CD0612.The geoid height was determined by GEOID03.
 CD0612
 CD0612.The dynamic height is computed by dividing the NAVD 88
 CD0612.geopotential number by the normal gravity value computed on the
 CD0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0612.degrees latitude (g = 980.6199 gals.).
 CD0612
 CD0612.The modeled gravity was interpolated from observed gravity values.
 CD0612
 CD0612;                    North         East    Units  Estimated Accuracy
 CD0612;SPC TX C     - 3,188,940.      204,360.      MT  (+/- 180 meters Scaled)
 CD0612
 CD0612                          SUPERSEDED SURVEY CONTROL
 CD0612
 CD0612  NGVD 29 (??/??/92) 1258.591  (m)         4129.23   (f) ADJ UNCH    1 2
 CD0612
 CD0612.Superseded values are not recommended for survey control.
 CD0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0612.See file dsdata.txt to determine how the superseded data were derived.
 CD0612
 CD0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ485592(NAD 83)
 CD0612_MARKER: DB = BENCH MARK DISK
 CD0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0612_SP_SET: FOUNDATION
 CD0612_STAMPING: Y 1066 1956
 CD0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0612
 CD0612  HISTORY     - Date     Condition        Report By
 CD0612  HISTORY     - 1956     MONUMENTED       CGS
 CD0612
 CD0612                          STATION DESCRIPTION
 CD0612
 CD0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0612'5.4 MI E FROM FINLAY.
 CD0612'5.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0612'SECTION FOREMANS HOUSE AT FINLAY, 6 POLES WEST OF MILEPOST 753, 22.3
 CD0612'FEET SOUTH OF THE SOUTH RAIL, 83.1 FEET WEST OF THE WEST SIDE OF A
 CD0612'ROUND CONCRETE TELEPHONE BOOTH, 0.8 MILE EAST OF THE STATION SIGN AT
 CD0612'SMALL, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 CD0612'FOUNDATION OF THE NORTH LEG OF A RAILROAD WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0104 ***********************************************************************
 CD0104  DESIGNATION -  Y 1068
 CD0104  PID         -  CD0104
 CD0104  STATE/COUNTY-  TX/CULBERSON
 CD0104  USGS QUAD   -  KENT (1970)
 CD0104
 CD0104                         *CURRENT SURVEY CONTROL
 CD0104  ___________________________________________________________________
 CD0104* NAD 83(1986)-  31 04 06.     (N)    104 13 58.     (W)     SCALED    
 CD0104* NAVD 88     -      1288.744  (meters)    4228.15   (feet)  ADJUSTED  
 CD0104  ___________________________________________________________________
 CD0104  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 CD0104  DYNAMIC HT  -        1286.742 (meters)    4221.59  (feet)  COMP
 CD0104  MODELED GRAV-     979,041.3   (mgal)                       NAVD 88
 CD0104
 CD0104  VERT ORDER  -  FIRST     CLASS II
 CD0104
 CD0104.The horizontal coordinates were scaled from a topographic map and have
 CD0104.an estimated accuracy of +/- 6 seconds.
 CD0104
 CD0104.The orthometric height was determined by differential leveling
 CD0104.and adjusted by the National Geodetic Survey in June 1991..
 CD0104
 CD0104.The geoid height was determined by GEOID03.
 CD0104
 CD0104.The dynamic height is computed by dividing the NAVD 88
 CD0104.geopotential number by the normal gravity value computed on the
 CD0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0104.degrees latitude (g = 980.6199 gals.).
 CD0104
 CD0104.The modeled gravity was interpolated from observed gravity values.
 CD0104
 CD0104;                    North         East    Units  Estimated Accuracy
 CD0104;SPC TX C     - 3,161,900.      327,970.      MT  (+/- 180 meters Scaled)
 CD0104
 CD0104                          SUPERSEDED SURVEY CONTROL
 CD0104
 CD0104  NGVD 29 (??/??/92) 1288.249  (m)         4226.53   (f) ADJ UNCH    1 2
 CD0104
 CD0104.Superseded values are not recommended for survey control.
 CD0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0104.See file dsdata.txt to determine how the superseded data were derived.
 CD0104
 CD0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ731374(NAD 83)
 CD0104_MARKER: DB = BENCH MARK DISK
 CD0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0104_STAMPING: Y 1068 1956
 CD0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0104+STABILITY: SURFACE MOTION
 CD0104
 CD0104  HISTORY     - Date     Condition        Report By
 CD0104  HISTORY     - 1956     MONUMENTED       CGS
 CD0104
 CD0104                          STATION DESCRIPTION
 CD0104
 CD0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0104'1.15 MI W FROM KENT.
 CD0104'1.15 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0104'AT KENT, AT THE WEST END OF THE KENT AIRPORT, 239 FEET NORTH OF THE
 CD0104'NORTH RAIL, 192 FEET NORTH OF A FENCE, 60 FEET SOUTH OF THE EXTENDED
 CD0104'CENTER LINE OF THE EAST AND WEST RUNWAY, 2.3 FEET EAST OF A FENCE, 9.8
 CD0104'FEET NORTHWEST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST, SET IN
 CD0104'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0191 ***********************************************************************
 CD0191  DESIGNATION -  Y 1069
 CD0191  PID         -  CD0191
 CD0191  STATE/COUNTY-  TX/CULBERSON
 CD0191  USGS QUAD   -  WILD HORSE (1979)
 CD0191
 CD0191                         *CURRENT SURVEY CONTROL
 CD0191  ___________________________________________________________________
 CD0191* NAD 83(1986)-  31 02 59.     (N)    104 42 53.     (W)     SCALED    
 CD0191* NAVD 88     -      1185.920  (meters)    3890.81   (feet)  POSTED    
 CD0191  ___________________________________________________________________
 CD0191  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CD0191  DYNAMIC HT  -        1184.070 (meters)    3884.74  (feet)  COMP
 CD0191  MODELED GRAV-     979,036.4   (mgal)                       NAVD 88
 CD0191
 CD0191  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CD0191
 CD0191.The horizontal coordinates were scaled from a topographic map and have
 CD0191.an estimated accuracy of +/- 6 seconds.
 CD0191
 CD0191.The orthometric height was determined by differential leveling
 CD0191.and adjusted by the National Geodetic Survey in 1992..
 CD0191.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CD0191.rate of 2.1 thru 3.0 mm/km.
 CD0191
 CD0191.The geoid height was determined by GEOID03.
 CD0191
 CD0191.The dynamic height is computed by dividing the NAVD 88
 CD0191.geopotential number by the normal gravity value computed on the
 CD0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0191.degrees latitude (g = 980.6199 gals.).
 CD0191
 CD0191.The modeled gravity was interpolated from observed gravity values.
 CD0191
 CD0191;                    North         East    Units  Estimated Accuracy
 CD0191;SPC TX C     - 3,161,550.      281,930.      MT  (+/- 180 meters Scaled)
 CD0191
 CD0191                          SUPERSEDED SURVEY CONTROL
 CD0191
 CD0191  NGVD 29 (??/??/92) 1185.429  (m)         3889.20   (f) ADJ UNCH    1 2
 CD0191
 CD0191.Superseded values are not recommended for survey control.
 CD0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0191.See file dsdata.txt to determine how the superseded data were derived.
 CD0191
 CD0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ272351(NAD 83)
 CD0191_MARKER: DB = BENCH MARK DISK
 CD0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0191_STAMPING: Y 1069 1956
 CD0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0191+STABILITY: SURFACE MOTION
 CD0191
 CD0191  HISTORY     - Date     Condition        Report By
 CD0191  HISTORY     - 1956     MONUMENTED       CGS
 CD0191
 CD0191                          STATION DESCRIPTION
 CD0191
 CD0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0191'7.0 MI E FROM VAN HORN.
 CD0191'7.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0191'AT VAN HORN, 47 FEET SOUTHWEST OF THE 22ND POLE EAST OF MILEPOST 729,
 CD0191'86 FEET SOUTH OF THE SOUTH RAIL, 38.5 FEET SOUTH OF A FENCE, 2.2 FEET
 CD0191'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CD0191'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0224 ***********************************************************************
 CD0224  DESIGNATION -  Y 1070
 CD0224  PID         -  CD0224
 CD0224  STATE/COUNTY-  TX/HUDSPETH
 CD0224  USGS QUAD   -  HACKETT PEAK (1964)
 CD0224
 CD0224                         *CURRENT SURVEY CONTROL
 CD0224  ___________________________________________________________________
 CD0224* NAD 83(1986)-  31 04 25.     (N)    104 59 13.     (W)     SCALED    
 CD0224* NAVD 88     -      1385.690  (meters)    4546.22   (feet)  ADJUSTED  
 CD0224  ___________________________________________________________________
 CD0224  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0224  DYNAMIC HT  -        1383.473 (meters)    4538.94  (feet)  COMP
 CD0224  MODELED GRAV-     978,992.3   (mgal)                       NAVD 88
 CD0224
 CD0224  VERT ORDER  -  FIRST     CLASS II
 CD0224
 CD0224.The horizontal coordinates were scaled from a topographic map and have
 CD0224.an estimated accuracy of +/- 6 seconds.
 CD0224
 CD0224.The orthometric height was determined by differential leveling
 CD0224.and adjusted by the National Geodetic Survey in June 1991..
 CD0224
 CD0224.The geoid height was determined by GEOID03.
 CD0224
 CD0224.The dynamic height is computed by dividing the NAVD 88
 CD0224.geopotential number by the normal gravity value computed on the
 CD0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0224.degrees latitude (g = 980.6199 gals.).
 CD0224
 CD0224.The modeled gravity was interpolated from observed gravity values.
 CD0224
 CD0224;                    North         East    Units  Estimated Accuracy
 CD0224;SPC TX C     - 3,165,250.      256,080.      MT  (+/- 180 meters Scaled)
 CD0224
 CD0224                          SUPERSEDED SURVEY CONTROL
 CD0224
 CD0224  NGVD 29 (??/??/92) 1385.112  (m)         4544.32   (f) ADJ UNCH    1 2
 CD0224
 CD0224.Superseded values are not recommended for survey control.
 CD0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0224.See file dsdata.txt to determine how the superseded data were derived.
 CD0224
 CD0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ012377(NAD 83)
 CD0224_MARKER: DB = BENCH MARK DISK
 CD0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0224_SP_SET: CULVERT
 CD0224_STAMPING: Y 1070 1956
 CD0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0224
 CD0224  HISTORY     - Date     Condition        Report By
 CD0224  HISTORY     - 1956     MONUMENTED       CGS
 CD0224
 CD0224                          STATION DESCRIPTION
 CD0224
 CD0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0224'0.95 MI E FROM ALLAMORE.
 CD0224'0.95 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0224'FOREMANS HOUSE AT ALLAMORE, 82 FEET SOUTH OF THE SOUTH RAIL, 78 FEET
 CD0224'SOUTH OF THE SOUTH SIDE OF TRESTLE 745.4, 16 FEET NORTH OF THE CENTER
 CD0224'LINE OF OLD U.S. HIGHWAY 80, SET IN THE TOP OF THE WEST END OF THE
 CD0224'NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0564 ***********************************************************************
 CD0564  DESIGNATION -  Y 1071
 CD0564  PID         -  CD0564
 CD0564  STATE/COUNTY-  TX/HUDSPETH
 CD0564  USGS QUAD   -  LASCA (1979)
 CD0564
 CD0564                         *CURRENT SURVEY CONTROL
 CD0564  ___________________________________________________________________
 CD0564* NAD 83(1986)-  31 10 48.     (N)    105 22 32.     (W)     SCALED    
 CD0564* NAVD 88     -      1387.053  (meters)    4550.69   (feet)  ADJUSTED  
 CD0564  ___________________________________________________________________
 CD0564  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CD0564  DYNAMIC HT  -        1384.827 (meters)    4543.39  (feet)  COMP
 CD0564  MODELED GRAV-     978,987.6   (mgal)                       NAVD 88
 CD0564
 CD0564  VERT ORDER  -  FIRST     CLASS II
 CD0564
 CD0564.The horizontal coordinates were scaled from a topographic map and have
 CD0564.an estimated accuracy of +/- 6 seconds.
 CD0564
 CD0564.The orthometric height was determined by differential leveling
 CD0564.and adjusted by the National Geodetic Survey in June 1991..
 CD0564
 CD0564.The geoid height was determined by GEOID03.
 CD0564
 CD0564.The dynamic height is computed by dividing the NAVD 88
 CD0564.geopotential number by the normal gravity value computed on the
 CD0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0564.degrees latitude (g = 980.6199 gals.).
 CD0564
 CD0564.The modeled gravity was interpolated from observed gravity values.
 CD0564
 CD0564;                    North         East    Units  Estimated Accuracy
 CD0564;SPC TX C     - 3,178,650.      219,570.      MT  (+/- 180 meters Scaled)
 CD0564
 CD0564                          SUPERSEDED SURVEY CONTROL
 CD0564
 CD0564  NGVD 29 (??/??/92) 1386.448  (m)         4548.70   (f) ADJ UNCH    1 2
 CD0564
 CD0564.Superseded values are not recommended for survey control.
 CD0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0564.See file dsdata.txt to determine how the superseded data were derived.
 CD0564
 CD0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ642496(NAD 83)
 CD0564_MARKER: DB = BENCH MARK DISK
 CD0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0564_STAMPING: Y 1071 1956
 CD0564_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0564+STABILITY: SURFACE MOTION
 CD0564
 CD0564  HISTORY     - Date     Condition        Report By
 CD0564  HISTORY     - 1956     MONUMENTED       CGS
 CD0564  HISTORY     - 1981     GOOD             NGS
 CD0564
 CD0564                          STATION DESCRIPTION
 CD0564
 CD0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0564'1.1 MI W FROM SIERRA BLANCA.
 CD0564'1.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0564'STATION AT SIERRA BLANCA, 5 RAILS EAST OF THE EAST END OF TRESTLE
 CD0564'738.09, 30.8 FEET EAST OF THE 2ND POLE WEST OF MILEPOST 738, 47.5 FEET
 CD0564'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, IN LINE WITH A ROW OF
 CD0564'TELEPHONE POLES, 242 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CD0564'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CD0564'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0564
 CD0564                          STATION RECOVERY (1981)
 CD0564
 CD0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0564'1.8 KM (1.1 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0564'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.2 KM (0.15 MI) NORTHWEST
 CD0564'OF A PAVED ROAD CROSSING, 73.8 METERS (242.0 FT) NORTH OF THE
 CD0564'CENTERLINE OF A FRONTAGE ROAD, 68.6 METERS (225.0 FT) WEST OF MILE
 CD0564'POST 738, 64.0 METERS (210.0 FT) EAST OF THE EAST EDGE OF RAILROAD
 CD0564'TRESTLE NUMBER 738.09, 14.5 METERS (47.5 FT) SOUTH OF THE NEAR RAIL
 CD0564'AND 0.6 METER (2.0 FT) NORTH OF A 4 BY 4 INCH WOODEN WITNESS POST.
 CD0564'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0564'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0021 ***********************************************************************
 CE0021  DESIGNATION -  Y 1072
 CE0021  PID         -  CE0021
 CE0021  STATE/COUNTY-  TX/EL PASO
 CE0021  USGS QUAD   -  CLINT (1995)
 CE0021
 CE0021                         *CURRENT SURVEY CONTROL
 CE0021  ___________________________________________________________________
 CE0021* NAD 83(1986)-  31 36 39.     (N)    106 14 40.     (W)     SCALED    
 CE0021* NAVD 88     -      1110.553  (meters)    3643.54   (feet)  POSTED    
 CE0021  ___________________________________________________________________
 CE0021  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0021  DYNAMIC HT  -        1108.860 (meters)    3637.98  (feet)  COMP
 CE0021  MODELED GRAV-     979,081.9   (mgal)                       NAVD 88
 CE0021
 CE0021  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0021
 CE0021.The horizontal coordinates were scaled from a topographic map and have
 CE0021.an estimated accuracy of +/- 6 seconds.
 CE0021
 CE0021.The orthometric height was determined by differential leveling
 CE0021.and adjusted by the National Geodetic Survey in 1992..
 CE0021.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0021.rate of 0.0 thru 1.0 mm/km.
 CE0021
 CE0021.The geoid height was determined by GEOID03.
 CE0021
 CE0021.The dynamic height is computed by dividing the NAVD 88
 CE0021.geopotential number by the normal gravity value computed on the
 CE0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0021.degrees latitude (g = 980.6199 gals.).
 CE0021
 CE0021.The modeled gravity was interpolated from observed gravity values.
 CE0021
 CE0021;                    North         East    Units  Estimated Accuracy
 CE0021;SPC TX C     - 3,230,420.      139,390.      MT  (+/- 180 meters Scaled)
 CE0021
 CE0021                          SUPERSEDED SURVEY CONTROL
 CE0021
 CE0021  NGVD 29 (??/??/92) 1110.010  (m)         3641.76   (f) ADJ UNCH    1 2
 CE0021
 CE0021.Superseded values are not recommended for survey control.
 CE0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0021.See file dsdata.txt to determine how the superseded data were derived.
 CE0021
 CE0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ819979(NAD 83)
 CE0021_MARKER: DB = BENCH MARK DISK
 CE0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0021_SP_SET: SEMAPHORE
 CE0021_STAMPING: Y 1072 1956
 CE0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0021
 CE0021  HISTORY     - Date     Condition        Report By
 CE0021  HISTORY     - 1956     MONUMENTED       CGS
 CE0021  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0021
 CE0021                          STATION DESCRIPTION
 CE0021
 CE0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0021'1.8 MI NW FROM CLINT.
 CE0021'1.8 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0021'STATION AT CLINT, 3 1/2 POLES NORTHWEST OF MILEPOST 809, 7.8 FEET
 CE0021'NORTHEAST OF THE NORTHEAST RAIL, 0.7 FOOT ABOVE THE GROUND, SET IN THE
 CE0021'TOP OF THE NORTHWEST SIDE OF AN ABANDONED CONCRETE SEMAPHORE BASE.
 CE0021
 CE0021                          STATION RECOVERY (1981)
 CE0021
 CE0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0616 ***********************************************************************
 CD0616  DESIGNATION -  Y 1074
 CD0616  PID         -  CD0616
 CD0616  STATE/COUNTY-  TX/HUDSPETH
 CD0616  USGS QUAD   -  SMALL (1972)
 CD0616
 CD0616                         *CURRENT SURVEY CONTROL
 CD0616  ___________________________________________________________________
 CD0616* NAD 83(1986)-  31 15 33.     (N)    105 35 09.     (W)     SCALED    
 CD0616* NAVD 88     -      1220.945  (meters)    4005.72   (feet)  ADJUSTED  
 CD0616  ___________________________________________________________________
 CD0616  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CD0616  DYNAMIC HT  -        1219.025 (meters)    3999.42  (feet)  COMP
 CD0616  MODELED GRAV-     979,025.6   (mgal)                       NAVD 88
 CD0616
 CD0616  VERT ORDER  -  FIRST     CLASS II
 CD0616
 CD0616.The horizontal coordinates were scaled from a topographic map and have
 CD0616.an estimated accuracy of +/- 6 seconds.
 CD0616
 CD0616.The orthometric height was determined by differential leveling
 CD0616.and adjusted by the National Geodetic Survey in June 1991..
 CD0616
 CD0616.The geoid height was determined by GEOID03.
 CD0616
 CD0616.The dynamic height is computed by dividing the NAVD 88
 CD0616.geopotential number by the normal gravity value computed on the
 CD0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0616.degrees latitude (g = 980.6199 gals.).
 CD0616
 CD0616.The modeled gravity was interpolated from observed gravity values.
 CD0616
 CD0616;                    North         East    Units  Estimated Accuracy
 CD0616;SPC TX C     - 3,188,350.      199,970.      MT  (+/- 180 meters Scaled)
 CD0616
 CD0616                          SUPERSEDED SURVEY CONTROL
 CD0616
 CD0616  NGVD 29 (??/??/92) 1220.377  (m)         4003.85   (f) ADJ UNCH    1 2
 CD0616
 CD0616.Superseded values are not recommended for survey control.
 CD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0616.See file dsdata.txt to determine how the superseded data were derived.
 CD0616
 CD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ442584(NAD 83)
 CD0616_MARKER: DB = BENCH MARK DISK
 CD0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0616_STAMPING: Y 1074 1956
 CD0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0616+STABILITY: SURFACE MOTION
 CD0616
 CD0616  HISTORY     - Date     Condition        Report By
 CD0616  HISTORY     - 1956     MONUMENTED       CGS
 CD0616
 CD0616                          STATION DESCRIPTION
 CD0616
 CD0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0616'2.6 MI E FROM FINLAY.
 CD0616'2.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0616'SECTION FOREMANS HOUSE AT FINLAY, 0.5 MILE NORTHEAST OF THE STATION
 CD0616'SIGN AT GYPSUM, 91.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 233 FEET
 CD0616'NORTH OF MILEPOST 756, 4.5 FEET SOUTHEAST OF A FENCE, 2.7 FEET
 CD0616'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CD0616'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1208 ***********************************************************************
 AY1208  DESIGNATION -  Y 1075
 AY1208  PID         -  AY1208
 AY1208  STATE/COUNTY-  TX/FRIO
 AY1208  USGS QUAD   -  MOORE (1982)
 AY1208
 AY1208                         *CURRENT SURVEY CONTROL
 AY1208  ___________________________________________________________________
 AY1208* NAD 83(1986)-  29 01 43.     (N)    099 02 45.     (W)     SCALED    
 AY1208* NAVD 88     -       234.929  (meters)     770.76   (feet)  ADJUSTED  
 AY1208  ___________________________________________________________________
 AY1208  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AY1208  DYNAMIC HT  -         234.591 (meters)     769.65  (feet)  COMP
 AY1208  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 AY1208
 AY1208  VERT ORDER  -  FIRST     CLASS II
 AY1208
 AY1208.The horizontal coordinates were scaled from a topographic map and have
 AY1208.an estimated accuracy of +/- 6 seconds.
 AY1208
 AY1208.The orthometric height was determined by differential leveling
 AY1208.and adjusted by the National Geodetic Survey in June 1991..
 AY1208
 AY1208.The geoid height was determined by GEOID03.
 AY1208
 AY1208.The dynamic height is computed by dividing the NAVD 88
 AY1208.geopotential number by the normal gravity value computed on the
 AY1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1208.degrees latitude (g = 980.6199 gals.).
 AY1208
 AY1208.The modeled gravity was interpolated from observed gravity values.
 AY1208
 AY1208;                    North         East    Units  Estimated Accuracy
 AY1208;SPC TXSC     - 4,132,470.      595,540.      MT  (+/- 180 meters Scaled)
 AY1208
 AY1208                          SUPERSEDED SURVEY CONTROL
 AY1208
 AY1208  NGVD 29 (??/??/92)  234.807  (m)          770.36   (f) ADJ UNCH    1 2
 AY1208
 AY1208.Superseded values are not recommended for survey control.
 AY1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1208.See file dsdata.txt to determine how the superseded data were derived.
 AY1208
 AY1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT955111(NAD 83)
 AY1208_MARKER: DB = BENCH MARK DISK
 AY1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1208_STAMPING: Y 1075 1956
 AY1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1208+STABILITY: SURFACE MOTION
 AY1208
 AY1208  HISTORY     - Date     Condition        Report By
 AY1208  HISTORY     - 1956     MONUMENTED       CGS
 AY1208  HISTORY     - 19960806 POOR             USPSQD
 AY1208  HISTORY     - 20020914 GOOD             USPSQD
 AY1208
 AY1208                          STATION DESCRIPTION
 AY1208
 AY1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY1208'2.95 MI SW FROM MOORE.
 AY1208'2.95 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY1208'RAILROAD FROM THE POST OFFICE AT MOORE, AT A ROAD CROSSING, 96 FEET
 AY1208'NORTHWEST OF THE 2ND POLE NORTHEAST OF MILEPOST 303, 104 FEET
 AY1208'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 45 FEET NORTHWEST OF
 AY1208'THE NORTHWEST RAIL, 43.4 FEET EAST OF A POWER POLE, 39 FEET NORTH OF
 AY1208'THE CENTER LINE OF A ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1208'PROJECTS 1.0 FOOT ABOVE THE GROUND.
 AY1208
 AY1208                          STATION RECOVERY (1996)
 AY1208
 AY1208'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY1208'MARK RECOVERED IN POOR CONDITION.
 AY1208
 AY1208                          STATION RECOVERY (2002)
 AY1208
 AY1208'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0203 ***********************************************************************
 AO0203  DESIGNATION -  Y 1076 RESET 1972
 AO0203  PID         -  AO0203
 AO0203  STATE/COUNTY-  TX/FRIO
 AO0203  USGS QUAD   -  DILLEY (1974)
 AO0203
 AO0203                         *CURRENT SURVEY CONTROL
 AO0203  ___________________________________________________________________
 AO0203* NAD 83(1986)-  28 42 23.     (N)    099 09 29.     (W)     SCALED    
 AO0203* NAVD 88     -       152.06   (+/-2cm)     498.9    (feet)  VERTCON   
 AO0203  ___________________________________________________________________
 AO0203  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AO0203
 AO0203  VERT ORDER  -  THIRD (See Below)
 AO0203
 AO0203.The horizontal coordinates were scaled from a topographic map and have
 AO0203.an estimated accuracy of +/- 6 seconds.
 AO0203
 AO0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0203.The vertical order pertains to the NGVD 29 superseded value.
 AO0203
 AO0203.The geoid height was determined by GEOID03.
 AO0203
 AO0203;                    North         East    Units  Estimated Accuracy
 AO0203;SPC TXSC     - 4,096,770.      584,560.      MT  (+/- 180 meters Scaled)
 AO0203
 AO0203                          SUPERSEDED SURVEY CONTROL
 AO0203
 AO0203  NGVD 29 (01/29/03)  151.93   (m)          498.5    (f) RESET       3  
 AO0203
 AO0203.Superseded values are not recommended for survey control.
 AO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0203.See file dsdata.txt to determine how the superseded data were derived.
 AO0203
 AO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS845754(NAD 83)
 AO0203_MARKER: DB = BENCH MARK DISK
 AO0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0203_SP_SET: CULVERT
 AO0203_STAMPING: Y 1076 RESET 1972
 AO0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0203
 AO0203  HISTORY     - Date     Condition        Report By
 AO0203  HISTORY     - 1972     MONUMENTED       TXHD
 AO0203  HISTORY     - 1973     GOOD             USGS
 AO0203  HISTORY     - 1988     GOOD             USPSQD
 AO0203
 AO0203                          STATION DESCRIPTION
 AO0203
 AO0203'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AO0203'2.55 MI N FROM DILLEY.
 AO0203'2.55 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0203'FROM THE STATION AT DILLEY, 87.0 FEET WEST OF THE WEST SIDE OF TRESTLE
 AO0203'326.0, 91.6 FEET WEST OF THE WEST RAIL, 23.5 FEET EAST OF THE CENTER
 AO0203'LINE OF U.S. HIGHWAY 81, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 AO0203'TOP OF THE NORTH END OF THE EAST HEADWALL OF A 14 CHANNEL CONCRETE
 AO0203'CULVERT UNDER THE HIGHWAY.
 AO0203
 AO0203                          STATION RECOVERY (1973)
 AO0203
 AO0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AO0203'RECOVERED IN GOOD CONDITION.
 AO0203
 AO0203                          STATION RECOVERY (1988)
 AO0203
 AO0203'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0264 ***********************************************************************
 AO0264  DESIGNATION -  Y 1077
 AO0264  PID         -  AO0264
 AO0264  STATE/COUNTY-  TX/LA SALLE
 AO0264  USGS QUAD   -  COTULLA (1974)
 AO0264
 AO0264                         *CURRENT SURVEY CONTROL
 AO0264  ___________________________________________________________________
 AO0264* NAD 83(1986)-  28 25 33.     (N)    099 14 10.     (W)     SCALED    
 AO0264* NAVD 88     -       124.685  (meters)     409.07   (feet)  ADJUSTED  
 AO0264  ___________________________________________________________________
 AO0264  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AO0264  DYNAMIC HT  -         124.497 (meters)     408.45  (feet)  COMP
 AO0264  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 AO0264
 AO0264  VERT ORDER  -  FIRST     CLASS II
 AO0264
 AO0264.The horizontal coordinates were scaled from a topographic map and have
 AO0264.an estimated accuracy of +/- 6 seconds.
 AO0264
 AO0264.The orthometric height was determined by differential leveling
 AO0264.and adjusted by the National Geodetic Survey in June 1991..
 AO0264.WARNING-Repeat measurements at this control monument indicate possible
 AO0264.vertical movement.
 AO0264
 AO0264.The geoid height was determined by GEOID03.
 AO0264
 AO0264.The dynamic height is computed by dividing the NAVD 88
 AO0264.geopotential number by the normal gravity value computed on the
 AO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0264.degrees latitude (g = 980.6199 gals.).
 AO0264
 AO0264.The modeled gravity was interpolated from observed gravity values.
 AO0264
 AO0264;                    North         East    Units  Estimated Accuracy
 AO0264;SPC TXSC     - 4,065,690.      576,870.      MT  (+/- 180 meters Scaled)
 AO0264
 AO0264                          SUPERSEDED SURVEY CONTROL
 AO0264
 AO0264  NGVD 29 (??/??/92)  124.563  (m)          408.67   (f) ADJ UNCH    1 2
 AO0264
 AO0264.Superseded values are not recommended for survey control.
 AO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0264.See file dsdata.txt to determine how the superseded data were derived.
 AO0264
 AO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS768443(NAD 83)
 AO0264_MARKER: DB = BENCH MARK DISK
 AO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0264_STAMPING: Y 1077 1956
 AO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0264+STABILITY: SURFACE MOTION
 AO0264
 AO0264  HISTORY     - Date     Condition        Report By
 AO0264  HISTORY     - 1956     MONUMENTED       CGS
 AO0264  HISTORY     - 1974     POOR             USGS
 AO0264
 AO0264                          STATION DESCRIPTION
 AO0264
 AO0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0264'0.7 MI S FROM COTULLA.
 AO0264'0.7 MILE SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0264'FROM THE STATION AT COTULLA, 4 1/2 RAILS SOUTH OF THE CENTER OF A ROAD
 AO0264'CROSSING, 47 FEET EAST OF THE EAST RAIL, 11 FEET EAST OF MILEPOST 346,
 AO0264'13.8 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, 3 FEET
 AO0264'ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0264'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0264
 AO0264                          STATION RECOVERY (1974)
 AO0264
 AO0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0264'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0292 ***********************************************************************
 AO0292  DESIGNATION -  Y 1078
 AO0292  PID         -  AO0292
 AO0292  STATE/COUNTY-  TX/LA SALLE
 AO0292  USGS QUAD   -  ENCINAL (1982)
 AO0292
 AO0292                         *CURRENT SURVEY CONTROL
 AO0292  ___________________________________________________________________
 AO0292* NAD 83(1986)-  28 07 19.     (N)    099 19 45.     (W)     SCALED    
 AO0292* NAVD 88     -       153.881  (meters)     504.86   (feet)  ADJUSTED  
 AO0292  ___________________________________________________________________
 AO0292  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AO0292  DYNAMIC HT  -         153.645 (meters)     504.08  (feet)  COMP
 AO0292  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 AO0292
 AO0292  VERT ORDER  -  FIRST     CLASS II
 AO0292
 AO0292.The horizontal coordinates were scaled from a topographic map and have
 AO0292.an estimated accuracy of +/- 6 seconds.
 AO0292
 AO0292.The orthometric height was determined by differential leveling
 AO0292.and adjusted by the National Geodetic Survey in June 1991..
 AO0292
 AO0292.The geoid height was determined by GEOID03.
 AO0292
 AO0292.The dynamic height is computed by dividing the NAVD 88
 AO0292.geopotential number by the normal gravity value computed on the
 AO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0292.degrees latitude (g = 980.6199 gals.).
 AO0292
 AO0292.The modeled gravity was interpolated from observed gravity values.
 AO0292
 AO0292;                    North         East    Units  Estimated Accuracy
 AO0292;SPC TXSC     - 4,032,030.      567,660.      MT  (+/- 180 meters Scaled)
 AO0292
 AO0292                          SUPERSEDED SURVEY CONTROL
 AO0292
 AO0292  NGVD 29 (??/??/92)  153.758  (m)          504.45   (f) ADJ UNCH    1 2
 AO0292
 AO0292.Superseded values are not recommended for survey control.
 AO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0292.See file dsdata.txt to determine how the superseded data were derived.
 AO0292
 AO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS676107(NAD 83)
 AO0292_MARKER: DB = BENCH MARK DISK
 AO0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0292_SP_SET: CULVERT
 AO0292_STAMPING: Y 1078 1956
 AO0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0292
 AO0292  HISTORY     - Date     Condition        Report By
 AO0292  HISTORY     - 1956     MONUMENTED       CGS
 AO0292  HISTORY     - 1958     GOOD             NGS
 AO0292
 AO0292                          STATION DESCRIPTION
 AO0292
 AO0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0292'5.75 MI N FROM ENCINAL.
 AO0292'5.75 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0292'FROM THE STATION AT ENCINAL, 2 POLES NORTH OF MILEPOST 368, 82 FEET
 AO0292'EAST OF THE EAST RAIL, 26 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 AO0292'81, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A 3 CHANNEL
 AO0292'CONCRETE CULVERT UNDER THE HIGHWAY.
 AO0292
 AO0292                          STATION RECOVERY (1958)
 AO0292
 AO0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0719 ***********************************************************************
 AJ0719  DESIGNATION -  Y 1079
 AJ0719  PID         -  AJ0719
 AJ0719  STATE/COUNTY-  TX/WEBB
 AJ0719  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0719
 AJ0719                         *CURRENT SURVEY CONTROL
 AJ0719  ___________________________________________________________________
 AJ0719* NAD 83(1986)-  27 48 02.     (N)    099 25 12.     (W)     SCALED    
 AJ0719* NAVD 88     -       188.817  (meters)     619.48   (feet)  ADJUSTED  
 AJ0719  ___________________________________________________________________
 AJ0719  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AJ0719  DYNAMIC HT  -         188.522 (meters)     618.51  (feet)  COMP
 AJ0719  MODELED GRAV-     979,076.5   (mgal)                       NAVD 88
 AJ0719
 AJ0719  VERT ORDER  -  FIRST     CLASS II
 AJ0719
 AJ0719.The horizontal coordinates were scaled from a topographic map and have
 AJ0719.an estimated accuracy of +/- 6 seconds.
 AJ0719
 AJ0719.The orthometric height was determined by differential leveling
 AJ0719.and adjusted by the National Geodetic Survey in June 1991..
 AJ0719.WARNING-Repeat measurements at this control monument indicate possible
 AJ0719.vertical movement.
 AJ0719
 AJ0719.The geoid height was determined by GEOID03.
 AJ0719
 AJ0719.The dynamic height is computed by dividing the NAVD 88
 AJ0719.geopotential number by the normal gravity value computed on the
 AJ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0719.degrees latitude (g = 980.6199 gals.).
 AJ0719
 AJ0719.The modeled gravity was interpolated from observed gravity values.
 AJ0719
 AJ0719;                    North         East    Units  Estimated Accuracy
 AJ0719;SPC TX S     - 5,236,760.      209,340.      MT  (+/- 180 meters Scaled)
 AJ0719
 AJ0719                          SUPERSEDED SURVEY CONTROL
 AJ0719
 AJ0719  NGVD 29 (??/??/92)  188.703  (m)          619.10   (f) ADJ UNCH    1 2
 AJ0719
 AJ0719.Superseded values are not recommended for survey control.
 AJ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0719.See file dsdata.txt to determine how the superseded data were derived.
 AJ0719
 AJ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR586751(NAD 83)
 AJ0719_MARKER: DB = BENCH MARK DISK
 AJ0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0719_SP_SET: CULVERT
 AJ0719_STAMPING: Y 1079 1957
 AJ0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0719
 AJ0719  HISTORY     - Date     Condition        Report By
 AJ0719  HISTORY     - 1957     MONUMENTED       CGS
 AJ0719  HISTORY     - 1977     GOOD             USGS
 AJ0719  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0719
 AJ0719                          STATION DESCRIPTION
 AJ0719
 AJ0719'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0719'4.1 MI N FROM WEBB.
 AJ0719'3.3 MILES NORTH ALONG INTERSTATE HWY 35 FROM THE OVERPASS AT THE
 AJ0719'JUNCTION WITH U.S. HWY 83.  0.1 MILES SOUTH OF HWY MILEPOST 22, 11
 AJ0719'FEET SOUTH, 24 FEET WEST AND 0.8 FEET LOWER THAN CENTER OF CULVERT ON
 AJ0719'THE SOUTHBOUND LANE OF 135, A STANDARD USC AND GS TABLET STAMPED Y
 AJ0719'1079 1957 SET IN THE TOP OF THE SOUTH END OF THE WEST WINGWALL OF A
 AJ0719'CONCRETE CULVERT.
 AJ0719
 AJ0719                          STATION RECOVERY (2002)
 AJ0719
 AJ0719'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0575 ***********************************************************************
 CA0575  DESIGNATION -  Y 108
 CA0575  PID         -  CA0575
 CA0575  STATE/COUNTY-  TX/MCCULLOCH
 CA0575  USGS QUAD   -  MELVIN (1960)
 CA0575
 CA0575                         *CURRENT SURVEY CONTROL
 CA0575  ___________________________________________________________________
 CA0575* NAD 83(1986)-  31 11 30.     (N)    099 34 13.     (W)     SCALED    
 CA0575* NAVD 88     -       551.516  (meters)    1809.43   (feet)  POSTED    
 CA0575  ___________________________________________________________________
 CA0575  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CA0575  DYNAMIC HT  -         550.770 (meters)    1806.98  (feet)  COMP
 CA0575  MODELED GRAV-     979,264.3   (mgal)                       NAVD 88
 CA0575
 CA0575  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0575
 CA0575.The horizontal coordinates were scaled from a topographic map and have
 CA0575.an estimated accuracy of +/- 6 seconds.
 CA0575
 CA0575.The orthometric height was determined by differential leveling
 CA0575.and adjusted by the National Geodetic Survey in 1992..
 CA0575.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0575.rate of 0.0 thru 1.0 mm/km.
 CA0575
 CA0575.The geoid height was determined by GEOID03.
 CA0575
 CA0575.The dynamic height is computed by dividing the NAVD 88
 CA0575.geopotential number by the normal gravity value computed on the
 CA0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0575.degrees latitude (g = 980.6199 gals.).
 CA0575
 CA0575.The modeled gravity was interpolated from observed gravity values.
 CA0575
 CA0575;                    North         East    Units  Estimated Accuracy
 CA0575;SPC TX C     - 3,169,300.      772,720.      MT  (+/- 180 meters Scaled)
 CA0575
 CA0575                          SUPERSEDED SURVEY CONTROL
 CA0575
 CA0575  NGVD 29 (??/??/92)  551.44   (m)         1809.2    (f) COMPUTED    1 2
 CA0575
 CA0575.Superseded values are not recommended for survey control.
 CA0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0575.See file dsdata.txt to determine how the superseded data were derived.
 CA0575
 CA0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV456509(NAD 83)
 CA0575_MARKER: DB = BENCH MARK DISK
 CA0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0575_SP_SET: MONUMENT
 CA0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0575
 CA0575  HISTORY     - Date     Condition        Report By
 CA0575  HISTORY     - UNK      MONUMENTED       CGS
 CA0575  HISTORY     - 1933     GOOD             NGS
 CA0575  HISTORY     - 1935     GOOD             NGS
 CA0575  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CA0575
 CA0575                          STATION DESCRIPTION
 CA0575
 CA0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0575'4.1 MI W FROM WHITELAND.
 CA0575'1.0 MILES EAST OF MELVIN NEAR WHERE TRANSMISSION LINE CROSSES
 CA0575'RAILROAD, WEST OF BRIDGE, 95 FEET SOUTH OF TRACK.
 CA0575
 CA0575                          STATION RECOVERY (1935)
 CA0575
 CA0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0575'RECOVERED IN GOOD CONDITION.
 CA0575
 CA0575                          STATION RECOVERY (1999)
 CA0575
 CA0575'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1066 ***********************************************************************
 AE1066  DESIGNATION -  Y 1080
 AE1066  PID         -  AE1066
 AE1066  STATE/COUNTY-  TX/ZAPATA
 AE1066  USGS QUAD   -  ZAPATA (1979)
 AE1066
 AE1066                         *CURRENT SURVEY CONTROL
 AE1066  ___________________________________________________________________
 AE1066* NAD 83(1986)-  26 55 51.     (N)    099 19 31.     (W)     SCALED    
 AE1066* NAVD 88     -        85.260  (meters)     279.72   (feet)  POSTED    
 AE1066  ___________________________________________________________________
 AE1066  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AE1066  DYNAMIC HT  -          85.120 (meters)     279.26  (feet)  COMP
 AE1066  MODELED GRAV-     979,036.1   (mgal)                       NAVD 88
 AE1066
 AE1066  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE1066
 AE1066.The horizontal coordinates were scaled from a topographic map and have
 AE1066.an estimated accuracy of +/- 6 seconds.
 AE1066
 AE1066.The orthometric height was determined by differential leveling
 AE1066.and adjusted by the National Geodetic Survey in 1992..
 AE1066.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE1066.rate of 1.1 thru 2.0 mm/km.
 AE1066
 AE1066.The geoid height was determined by GEOID03.
 AE1066
 AE1066.The dynamic height is computed by dividing the NAVD 88
 AE1066.geopotential number by the normal gravity value computed on the
 AE1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1066.degrees latitude (g = 980.6199 gals.).
 AE1066
 AE1066.The modeled gravity was interpolated from observed gravity values.
 AE1066
 AE1066;                    North         East    Units  Estimated Accuracy
 AE1066;SPC TX S     - 5,140,330.      218,050.      MT  (+/- 180 meters Scaled)
 AE1066
 AE1066                          SUPERSEDED SURVEY CONTROL
 AE1066
 AE1066  NGVD 29 (??/??/92)   85.315  (m)          279.90   (f) ADJ UNCH    1 2
 AE1066
 AE1066.Superseded values are not recommended for survey control.
 AE1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1066.See file dsdata.txt to determine how the superseded data were derived.
 AE1066
 AE1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ677788(NAD 83)
 AE1066_MARKER: DB = BENCH MARK DISK
 AE1066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1066_SP_SET: GUARD RAIL
 AE1066_STAMPING: Y 1080 1956
 AE1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1066
 AE1066  HISTORY     - Date     Condition        Report By
 AE1066  HISTORY     - 1956     MONUMENTED       CGS
 AE1066  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1066
 AE1066                          STATION DESCRIPTION
 AE1066
 AE1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1066'7.3 MI W FROM ZAPATA.
 AE1066'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1066'ZAPATA, THENCE 3.9 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 83, 18 FEET
 AE1066'SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE
 AE1066'NORTHWEST END OF THE SOUTHWEST GUARD RAIL OF A CONCRETE BRIDGE OVER A
 AE1066'CREEK.
 AE1066
 AE1066                          STATION RECOVERY (1981)
 AE1066
 AE1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1066'NOT SEARCHED FOR, PRESUMED UNDER WATER DUE TO RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0811 ***********************************************************************
 AJ0811  DESIGNATION -  Y 1081
 AJ0811  PID         -  AJ0811
 AJ0811  STATE/COUNTY-  TX/ZAPATA
 AJ0811  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0811
 AJ0811                         *CURRENT SURVEY CONTROL
 AJ0811  ___________________________________________________________________
 AJ0811* NAD 83(1986)-  27 07 33.     (N)    099 25 24.     (W)     SCALED    
 AJ0811* NAVD 88     -       108.215  (meters)     355.04   (feet)  ADJUSTED  
 AJ0811  ___________________________________________________________________
 AJ0811  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AJ0811  DYNAMIC HT  -         108.041 (meters)     354.46  (feet)  COMP
 AJ0811  MODELED GRAV-     979,039.6   (mgal)                       NAVD 88
 AJ0811
 AJ0811  VERT ORDER  -  FIRST     CLASS II
 AJ0811
 AJ0811.The horizontal coordinates were scaled from a topographic map and have
 AJ0811.an estimated accuracy of +/- 6 seconds.
 AJ0811
 AJ0811.The orthometric height was determined by differential leveling
 AJ0811.and adjusted by the National Geodetic Survey in June 1991..
 AJ0811
 AJ0811.The geoid height was determined by GEOID03.
 AJ0811
 AJ0811.The dynamic height is computed by dividing the NAVD 88
 AJ0811.geopotential number by the normal gravity value computed on the
 AJ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0811.degrees latitude (g = 980.6199 gals.).
 AJ0811
 AJ0811.The modeled gravity was interpolated from observed gravity values.
 AJ0811
 AJ0811;                    North         East    Units  Estimated Accuracy
 AJ0811;SPC TX S     - 5,162,000.      208,470.      MT  (+/- 180 meters Scaled)
 AJ0811
 AJ0811                          SUPERSEDED SURVEY CONTROL
 AJ0811
 AJ0811  NGVD 29 (??/??/92)  108.267  (m)          355.21   (f) ADJ UNCH    1 2
 AJ0811
 AJ0811.Superseded values are not recommended for survey control.
 AJ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0811.See file dsdata.txt to determine how the superseded data were derived.
 AJ0811
 AJ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR580004(NAD 83)
 AJ0811_MARKER: DB = BENCH MARK DISK
 AJ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0811_STAMPING: Y 1081 1957
 AJ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0811+STABILITY: SURFACE MOTION
 AJ0811
 AJ0811  HISTORY     - Date     Condition        Report By
 AJ0811  HISTORY     - 1957     MONUMENTED       CGS
 AJ0811  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0811  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0811
 AJ0811                          STATION DESCRIPTION
 AJ0811
 AJ0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0811'5.9 MI N FROM SAN YGNACIO.
 AJ0811'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0811'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 5.5 MILES NORTH ALONG U.S.
 AJ0811'HIGHWAY 83, 80 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 AJ0811'EAST OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE, 3 FEET NORTH OF A
 AJ0811'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AJ0811'FOOT ABOVE THE GROUND.
 AJ0811
 AJ0811                          STATION RECOVERY (1981)
 AJ0811
 AJ0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0811'MARK NOT RECOVERED THIS DATE.
 AJ0811
 AJ0811                          STATION RECOVERY (1988)
 AJ0811
 AJ0811'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1043 ***********************************************************************
 AJ1043  DESIGNATION -  Y 1082
 AJ1043  PID         -  AJ1043
 AJ1043  STATE/COUNTY-  TX/WEBB
 AJ1043  USGS QUAD   -  LAREDO WEST (1980)
 AJ1043
 AJ1043                         *CURRENT SURVEY CONTROL
 AJ1043  ___________________________________________________________________
 AJ1043* NAD 83(1986)-  27 34 18.     (N)    099 30 13.     (W)     SCALED    
 AJ1043* NAVD 88     -       129.544  (meters)     425.01   (feet)  POSTED    
 AJ1043  ___________________________________________________________________
 AJ1043  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ1043  DYNAMIC HT  -         129.340 (meters)     424.34  (feet)  COMP
 AJ1043  MODELED GRAV-     979,072.1   (mgal)                       NAVD 88
 AJ1043
 AJ1043  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AJ1043
 AJ1043.The horizontal coordinates were scaled from a topographic map and have
 AJ1043.an estimated accuracy of +/- 6 seconds.
 AJ1043
 AJ1043.The orthometric height was determined by differential leveling
 AJ1043.and adjusted by the National Geodetic Survey in 1992..
 AJ1043.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AJ1043.rate of 4.1 thru 8.0 mm/km.
 AJ1043
 AJ1043.The geoid height was determined by GEOID03.
 AJ1043
 AJ1043.The dynamic height is computed by dividing the NAVD 88
 AJ1043.geopotential number by the normal gravity value computed on the
 AJ1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1043.degrees latitude (g = 980.6199 gals.).
 AJ1043
 AJ1043.The modeled gravity was interpolated from observed gravity values.
 AJ1043
 AJ1043;                    North         East    Units  Estimated Accuracy
 AJ1043;SPC TX S     - 5,211,460.      200,900.      MT  (+/- 180 meters Scaled)
 AJ1043
 AJ1043                          SUPERSEDED SURVEY CONTROL
 AJ1043
 AJ1043  NGVD 29 (??/??/92)  129.534  (m)          424.98   (f) ADJ UNCH    1 2
 AJ1043
 AJ1043.Superseded values are not recommended for survey control.
 AJ1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1043.See file dsdata.txt to determine how the superseded data were derived.
 AJ1043
 AJ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR502498(NAD 83)
 AJ1043_MARKER: DB = BENCH MARK DISK
 AJ1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1043_STAMPING: Y 1082 1957
 AJ1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1043+STABILITY: SURFACE MOTION
 AJ1043
 AJ1043  HISTORY     - Date     Condition        Report By
 AJ1043  HISTORY     - 1957     MONUMENTED       CGS
 AJ1043  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ1043  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ1043
 AJ1043                          STATION DESCRIPTION
 AJ1043
 AJ1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ1043'4.6 MI N FROM LAREDO.
 AJ1043'4.6 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1043'FROM THE STATION AT LAREDO, 192 FEET SOUTH OF THE CENTER OF AN OILED
 AJ1043'ROAD CROSSING, 32 FEET WEST OF THE WEST RAIL, 7 FEET SOUTH OF A
 AJ1043'TELEPHONE POLE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 AJ1043'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ1043
 AJ1043                          STATION RECOVERY (1981)
 AJ1043
 AJ1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1043'SEARCHED FOR BUT NOT RECOVERED.
 AJ1043
 AJ1043                          STATION RECOVERY (2002)
 AJ1043
 AJ1043'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0744 ***********************************************************************
 AJ0744  DESIGNATION -  Y 1083
 AJ0744  PID         -  AJ0744
 AJ0744  STATE/COUNTY-  TX/WEBB
 AJ0744  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0744
 AJ0744                         *CURRENT SURVEY CONTROL
 AJ0744  ___________________________________________________________________
 AJ0744* NAD 83(1986)-  27 48 13.     (N)    099 27 49.     (W)     SCALED    
 AJ0744* NAVD 88     -       232.016  (meters)     761.21   (feet)  ADJUSTED  
 AJ0744  ___________________________________________________________________
 AJ0744  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AJ0744  DYNAMIC HT  -         231.653 (meters)     760.01  (feet)  COMP
 AJ0744  MODELED GRAV-     979,076.3   (mgal)                       NAVD 88
 AJ0744
 AJ0744  VERT ORDER  -  FIRST     CLASS II
 AJ0744
 AJ0744.The horizontal coordinates were scaled from a topographic map and have
 AJ0744.an estimated accuracy of +/- 6 seconds.
 AJ0744
 AJ0744.The orthometric height was determined by differential leveling
 AJ0744.and adjusted by the National Geodetic Survey in June 1991..
 AJ0744
 AJ0744.The geoid height was determined by GEOID03.
 AJ0744
 AJ0744.The dynamic height is computed by dividing the NAVD 88
 AJ0744.geopotential number by the normal gravity value computed on the
 AJ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0744.degrees latitude (g = 980.6199 gals.).
 AJ0744
 AJ0744.The modeled gravity was interpolated from observed gravity values.
 AJ0744
 AJ0744;                    North         East    Units  Estimated Accuracy
 AJ0744;SPC TX S     - 5,237,130.      205,050.      MT  (+/- 180 meters Scaled)
 AJ0744
 AJ0744                          SUPERSEDED SURVEY CONTROL
 AJ0744
 AJ0744  NGVD 29 (??/??/92)  231.996  (m)          761.14   (f) ADJ UNCH    1 2
 AJ0744
 AJ0744.Superseded values are not recommended for survey control.
 AJ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0744.See file dsdata.txt to determine how the superseded data were derived.
 AJ0744
 AJ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR543755(NAD 83)
 AJ0744_MARKER: DB = BENCH MARK DISK
 AJ0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0744_SP_SET: TILE
 AJ0744_STAMPING: Y 1083 1957
 AJ0744_MARK LOGO: CGS   
 AJ0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0744+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ0744
 AJ0744  HISTORY     - Date     Condition        Report By
 AJ0744  HISTORY     - 1957     MONUMENTED       CGS
 AJ0744  HISTORY     - 1982     GOOD             NGS
 AJ0744  HISTORY     - 20020409 GOOD             USPSQD
 AJ0744
 AJ0744                          STATION DESCRIPTION
 AJ0744
 AJ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0744'3.0 MI W FROM WEBB.
 AJ0744'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0744'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0744'GRADED DIRT ROAD, AT A JUNCTION WITH U.S. HIGHWAY 83, 63 FEET NORTH OF
 AJ0744'THE CENTER LINE OF AN EAST AND WEST ROAD, 118 FEET EAST OF THE
 AJ0744'SOUTHEAST LEG OF A WINDMILL TOWER, 59 FEET WEST OF THE CENTER LINE OF
 AJ0744'THE HIGHWAY, 39.4 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF A
 AJ0744'FENCE, 2.8 FEET NORTH OF A WITNESS POST, CLAMPED ON THE TOP OF A 5/8
 AJ0744'INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 20.5 FEET IN THE GROUND,
 AJ0744'INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE
 AJ0744'GROUND.
 AJ0744
 AJ0744                          STATION RECOVERY (1982)
 AJ0744
 AJ0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0744'RECOVERED THIS DATE, NEW TO REACH FOLLOWS, 5.4 KM (3.55 MI) NORTHWEST
 AJ0744'ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF INTERSTATE 35 AND OVERPASS
 AJ0744'BRIDGE AT WEBB, AT JUNCTION OF DIRT ROADS LEADING SOUTHWEST AND WEST.
 AJ0744'NOTE, 0.82 METERS (2.7 FT) EAST OF A FENCE AND METAL WITNESS POST.
 AJ0744'THE MARK IS 0.82 METERS  E FROM A WITNESS POST.
 AJ0744
 AJ0744                          STATION RECOVERY (2002)
 AJ0744
 AJ0744'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1264 ***********************************************************************
 AY1264  DESIGNATION -  Y 1084
 AY1264  PID         -  AY1264
 AY1264  STATE/COUNTY-  TX/MEDINA
 AY1264  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1264
 AY1264                         *CURRENT SURVEY CONTROL
 AY1264  ___________________________________________________________________
 AY1264* NAD 83(1986)-  29 21 05.     (N)    099 02 22.     (W)     SCALED    
 AY1264* NAVD 88     -       256.033  (meters)     840.00   (feet)  ADJUSTED  
 AY1264  ___________________________________________________________________
 AY1264  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AY1264  DYNAMIC HT  -         255.660 (meters)     838.78  (feet)  COMP
 AY1264  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AY1264
 AY1264  VERT ORDER  -  FIRST     CLASS II
 AY1264
 AY1264.The horizontal coordinates were scaled from a topographic map and have
 AY1264.an estimated accuracy of +/- 6 seconds.
 AY1264
 AY1264.The orthometric height was determined by differential leveling
 AY1264.and adjusted by the National Geodetic Survey in June 1991..
 AY1264.WARNING-Repeat measurements at this control monument indicate possible
 AY1264.vertical movement.
 AY1264
 AY1264.The geoid height was determined by GEOID03.
 AY1264
 AY1264.The dynamic height is computed by dividing the NAVD 88
 AY1264.geopotential number by the normal gravity value computed on the
 AY1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1264.degrees latitude (g = 980.6199 gals.).
 AY1264
 AY1264.The modeled gravity was interpolated from observed gravity values.
 AY1264
 AY1264;                    North         East    Units  Estimated Accuracy
 AY1264;SPC TXSC     - 4,168,240.      596,170.      MT  (+/- 180 meters Scaled)
 AY1264
 AY1264                          SUPERSEDED SURVEY CONTROL
 AY1264
 AY1264  NGVD 29 (??/??/92)  255.624  (m)          838.66   (f) ADJ UNCH    1 2
 AY1264
 AY1264.Superseded values are not recommended for survey control.
 AY1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1264.See file dsdata.txt to determine how the superseded data were derived.
 AY1264
 AY1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT961469(NAD 83)
 AY1264_MARKER: DB = BENCH MARK DISK
 AY1264_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AY1264_SP_SET: 5 FT.
 AY1264_STAMPING: Y 1084 1957
 AY1264_MARK LOGO: CGS   
 AY1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1264+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1264
 AY1264  HISTORY     - Date     Condition        Report By
 AY1264  HISTORY     - 1957     MONUMENTED       CGS
 AY1264  HISTORY     - 1982     GOOD             NGS
 AY1264  HISTORY     - 19910614 GOOD             USPSQD
 AY1264  HISTORY     - 19950420 GOOD             USPSQD
 AY1264  HISTORY     - 19970211 GOOD             USPSQD
 AY1264  HISTORY     - 20011227 GOOD             USPSQD
 AY1264  HISTORY     - 20050521 GOOD             USPSQD
 AY1264
 AY1264                          STATION DESCRIPTION
 AY1264
 AY1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1264'6.3 MI E FROM HONDO.
 AY1264'6.3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1264'STATION AT HONDO, 9 1/2 POLES WEST OF MILEPOST 252, 77 FEET SOUTHWEST
 AY1264'OF THE CENTER OF A ROAD CROSSING, 41.4 FEET SOUTH OF THE SOUTH RAIL,
 AY1264'2.8 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, 69 FEET WEST
 AY1264'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 4 FEET BELOW THE TOP OF
 AY1264'THE RAILS, CLAMPED ON THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD
 AY1264'WHICH IS DRIVEN 5 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE
 AY1264'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY1264
 AY1264                          STATION RECOVERY (1982)
 AY1264
 AY1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1264'MARK RECOVERED THIS DATE, NEW DESCRIPTION FOLLOWS, 10.2 KM (6.3 MI)
 AY1264'EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 462 NORTH IN
 AY1264'HONDO, THENCE 0.32 KM (0.2 MI) NORTH ALONG AN ASPHALT AND GRAVEL ROAD,
 AY1264'AT THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD.
 AY1264
 AY1264                          STATION RECOVERY (1991)
 AY1264
 AY1264'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1264'RECOVERED IN GOOD CONDITION.
 AY1264
 AY1264                          STATION RECOVERY (1995)
 AY1264
 AY1264'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1264'RECOVERED IN GOOD CONDITION.
 AY1264
 AY1264                          STATION RECOVERY (1997)
 AY1264
 AY1264'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1264'RECOVERED IN GOOD CONDITION.
 AY1264
 AY1264                          STATION RECOVERY (2001)
 AY1264
 AY1264'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1264'RECOVERED IN GOOD CONDITION.
 AY1264
 AY1264                          STATION RECOVERY (2005)
 AY1264
 AY1264'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 AY1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0015 ***********************************************************************
 AP0015  DESIGNATION -  Y 1086
 AP0015  PID         -  AP0015
 AP0015  STATE/COUNTY-  TX/MAVERICK
 AP0015  USGS QUAD   -  COMETA (1974)
 AP0015
 AP0015                         *CURRENT SURVEY CONTROL
 AP0015  ___________________________________________________________________
 AP0015* NAD 83(1986)-  28 37 50.     (N)    100 07 06.     (W)     SCALED    
 AP0015* NAVD 88     -       204.018  (meters)     669.35   (feet)  ADJUSTED  
 AP0015  ___________________________________________________________________
 AP0015  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AP0015  DYNAMIC HT  -         203.714 (meters)     668.35  (feet)  COMP
 AP0015  MODELED GRAV-     979,150.5   (mgal)                       NAVD 88
 AP0015
 AP0015  VERT ORDER  -  FIRST     CLASS II
 AP0015
 AP0015.The horizontal coordinates were scaled from a topographic map and have
 AP0015.an estimated accuracy of +/- 6 seconds.
 AP0015
 AP0015.The orthometric height was determined by differential leveling
 AP0015.and adjusted by the National Geodetic Survey in June 1991..
 AP0015.WARNING-Repeat measurements at this control monument indicate possible
 AP0015.vertical movement.
 AP0015
 AP0015.The geoid height was determined by GEOID03.
 AP0015
 AP0015.The dynamic height is computed by dividing the NAVD 88
 AP0015.geopotential number by the normal gravity value computed on the
 AP0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0015.degrees latitude (g = 980.6199 gals.).
 AP0015
 AP0015.The modeled gravity was interpolated from observed gravity values.
 AP0015
 AP0015;                    North         East    Units  Estimated Accuracy
 AP0015;SPC TXSC     - 4,088,880.      490,650.      MT  (+/- 180 meters Scaled)
 AP0015
 AP0015                          SUPERSEDED SURVEY CONTROL
 AP0015
 AP0015  NGVD 29 (??/??/92)  203.889  (m)          668.93   (f) ADJ UNCH    1 2
 AP0015
 AP0015.Superseded values are not recommended for survey control.
 AP0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0015.See file dsdata.txt to determine how the superseded data were derived.
 AP0015
 AP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS906675(NAD 83)
 AP0015_MARKER: DB = BENCH MARK DISK
 AP0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AP0015_SP_SET: BRIDGE ABUTMENT
 AP0015_STAMPING: Y 1086 1957
 AP0015_MARK LOGO: CGS   
 AP0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0015
 AP0015  HISTORY     - Date     Condition        Report By
 AP0015  HISTORY     - 1957     MONUMENTED       CGS
 AP0015  HISTORY     - 1964     GOOD             NGS
 AP0015  HISTORY     - 1982     GOOD             NGS
 AP0015
 AP0015                          STATION DESCRIPTION
 AP0015
 AP0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AP0015'19.25 MI NW FROM CARRIZO SPRINGS.
 AP0015'19.5 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AP0015'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 21 FEET SOUTH OF
 AP0015'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 AP0015'EAST ABUTMENT OF A CONCRETE BRIDGE OVER CAMANCHE CREEK.  THIS BENCH
 AP0015'MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THE MILEAGE
 AP0015'WAS FOUND TO BE 0.3 MILE LESS TO THE BENCH MARK.  THERE IS A ROAD SIDE
 AP0015'PARK ABOUT 100 YARDS SOUTHEAST OF THE BENCH MARK.
 AP0015
 AP0015                          STATION RECOVERY (1982)
 AP0015
 AP0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0015'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0015'SPRINGS, THENCE 31.6 KM (19.65 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AP0015'0.4 KM (0.25 MI) NORTHWEST OF DIMMIT AND MAVERICK COUNTY LINE, SET IN
 AP0015'TOP OF SOUTH END OF EAST ABUTMENT OF A CONCRETE BRIDGE OVER COMANCHE
 AP0015'CREEK, 6.4 METERS (21.0 FT) SOUTH OF CENTERLINE OF THE HIGHWAY.
 AP0015'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0016 ***********************************************************************
 AP0016  DESIGNATION -  Y 1086 RESET 1961
 AP0016  PID         -  AP0016
 AP0016  STATE/COUNTY-  TX/MAVERICK
 AP0016  USGS QUAD   -  COMETA (1974)
 AP0016
 AP0016                         *CURRENT SURVEY CONTROL
 AP0016  ___________________________________________________________________
 AP0016* NAD 83(1986)-  28 37 49.     (N)    100 07 03.     (W)     SCALED    
 AP0016* NAVD 88     -       202.368  (meters)     663.94   (feet)  ADJUSTED  
 AP0016  ___________________________________________________________________
 AP0016  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AP0016  DYNAMIC HT  -         202.066 (meters)     662.94  (feet)  COMP
 AP0016  MODELED GRAV-     979,150.5   (mgal)                       NAVD 88
 AP0016
 AP0016  VERT ORDER  -  FIRST     CLASS II
 AP0016
 AP0016.The horizontal coordinates were scaled from a topographic map and have
 AP0016.an estimated accuracy of +/- 6 seconds.
 AP0016
 AP0016.The orthometric height was determined by differential leveling
 AP0016.and adjusted by the National Geodetic Survey in June 1991..
 AP0016
 AP0016.The geoid height was determined by GEOID03.
 AP0016
 AP0016.The dynamic height is computed by dividing the NAVD 88
 AP0016.geopotential number by the normal gravity value computed on the
 AP0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0016.degrees latitude (g = 980.6199 gals.).
 AP0016
 AP0016.The modeled gravity was interpolated from observed gravity values.
 AP0016
 AP0016;                    North         East    Units  Estimated Accuracy
 AP0016;SPC TXSC     - 4,088,850.      490,740.      MT  (+/- 180 meters Scaled)
 AP0016
 AP0016                          SUPERSEDED SURVEY CONTROL
 AP0016
 AP0016  NGVD 29 (??/??/??)  202.24   (m)          663.5    (f) RESET       3  
 AP0016
 AP0016.Superseded values are not recommended for survey control.
 AP0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0016.See file dsdata.txt to determine how the superseded data were derived.
 AP0016
 AP0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS907675(NAD 83)
 AP0016_MARKER: DB = BENCH MARK DISK
 AP0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0016_STAMPING: Y 1086 RESET 1961
 AP0016_MARK LOGO: CGS   
 AP0016_PROJECTION: FLUSH
 AP0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0016+STABILITY: SURFACE MOTION
 AP0016
 AP0016  HISTORY     - Date     Condition        Report By
 AP0016  HISTORY     - 1961     MONUMENTED       CGS
 AP0016  HISTORY     - 1982     GOOD             NGS
 AP0016
 AP0016                          STATION DESCRIPTION
 AP0016
 AP0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0016'19.5 MI NW FROM CARRIZO SPRINGS.
 AP0016'ABOUT 19.5 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 277 FROM THE
 AP0016'RAILROAD CROSSING IN CARRIZO SPRINGS, UNDER THE SOUTH RIGHT-WAY-FENCE
 AP0016'AND A WITNESS SIGN AND ABOUT 100 YARDS EAST-SOUTHEAST OF THE COMMANCHE
 AP0016'CREEK BRIDGE.  A STANDARD DISK STAMPED Y 1086 RESET 1961 IN A CONCRETE
 AP0016'POST WHICH PROJECTS ABOUT 8 INCHES.
 AP0016
 AP0016                          STATION RECOVERY (1982)
 AP0016
 AP0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0016'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0016'SPRINGS, THENCE 31.6 KM (19.65 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AP0016'ABOUT 100 YARDS EAST SOUTHEAST OF SOUTHEAST END OF COMANCHE CREEK
 AP0016'BRIDGE, AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 1272,
 AP0016'28.9 METERS (95.0 FT) OF CENTERLINE OF THE HIGHWAY, AND 0.3 METER
 AP0016'(1.0 FT) OF RIGHT OF WAY FENCE.
 AP0016'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AP0016'THE MARK IS 1.8 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0022 ***********************************************************************
 AP0022  DESIGNATION -  Y 1087 RESET 1961
 AP0022  PID         -  AP0022
 AP0022  STATE/COUNTY-  TX/MAVERICK
 AP0022  USGS QUAD   -  SACATOSA TANK (1974)
 AP0022
 AP0022                         *CURRENT SURVEY CONTROL
 AP0022  ___________________________________________________________________
 AP0022* NAD 83(1986)-  28 38 25.     (N)    100 09 51.     (W)     SCALED    
 AP0022* NAVD 88     -       222.21   (+/-2cm)     729.0    (feet)  VERTCON   
 AP0022  ___________________________________________________________________
 AP0022  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AP0022
 AP0022  VERT ORDER  -  THIRD (See Below)
 AP0022
 AP0022.The horizontal coordinates were scaled from a topographic map and have
 AP0022.an estimated accuracy of +/- 6 seconds.
 AP0022
 AP0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0022.The vertical order pertains to the NGVD 29 superseded value.
 AP0022
 AP0022.The geoid height was determined by GEOID03.
 AP0022
 AP0022;                    North         East    Units  Estimated Accuracy
 AP0022;SPC TXSC     - 4,090,000.      486,180.      MT  (+/- 180 meters Scaled)
 AP0022
 AP0022                          SUPERSEDED SURVEY CONTROL
 AP0022
 AP0022  NGVD 29 (??/??/??)  222.09   (m)          728.6    (f) RESET       3  
 AP0022
 AP0022.Superseded values are not recommended for survey control.
 AP0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0022.See file dsdata.txt to determine how the superseded data were derived.
 AP0022
 AP0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS862686(NAD 83)
 AP0022_MARKER: DB = BENCH MARK DISK
 AP0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0022_STAMPING: Y 1087 RESET 1961
 AP0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0022+STABILITY: SURFACE MOTION
 AP0022
 AP0022  HISTORY     - Date     Condition        Report By
 AP0022  HISTORY     - 1961     MONUMENTED       CGS
 AP0022  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0022
 AP0022                          STATION DESCRIPTION
 AP0022
 AP0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0022'21.1 MI E FROM EAGLE PASS.
 AP0022'ABOUT 21.1 MILES EAST ALONG THE U.S. HIGHWAY NO. 277 FROM THE RAILROAD
 AP0022'CROSSING IN EAGLE PASS, IN THE SOUTH RIGHT-OF-WAY FENCE LINE OF THE
 AP0022'HIGHWAY AND 2 FEET WEST OF A 4 X 4 POST.  IT IS ABOUT 45 FEET EAST OF
 AP0022'THE CENTER LINE OF THE ENTRANCE ROAD AND GATE TO THE FARIAS RANCH AND
 AP0022'IS 1 MILE WEST OF BENCH MARKZ 1087 RESET.  A STANDARD DISK STAMPED Y
 AP0022'1087 RESET 1961 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 AP0022
 AP0022                          STATION RECOVERY (1982)
 AP0022
 AP0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0022'NOT RECOVERED, RIGHT OF WAY FENCE LINE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0126 ***********************************************************************
 CB0126  DESIGNATION -  Y 109 RESET 1957
 CB0126  PID         -  CB0126
 CB0126  STATE/COUNTY-  TX/TOM GREEN
 CB0126  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0126
 CB0126                         *CURRENT SURVEY CONTROL
 CB0126  ___________________________________________________________________
 CB0126* NAD 83(1986)-  31 26 43.     (N)    100 25 14.     (W)     SCALED    
 CB0126* NAVD 88     -       556.49   (meters)    1825.8    (feet)  RESET     
 CB0126  ___________________________________________________________________
 CB0126  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CB0126
 CB0126  VERT ORDER  -  THIRD
 CB0126
 CB0126.The horizontal coordinates were scaled from a topographic map and have
 CB0126.an estimated accuracy of +/- 6 seconds.
 CB0126
 CB0126.The orthometric height was computed from unverified reset data.
 CB0126
 CB0126.The geoid height was determined by GEOID03.
 CB0126
 CB0126;                    North         East    Units  Estimated Accuracy
 CB0126;SPC TX C     - 3,197,170.      691,710.      MT  (+/- 180 meters Scaled)
 CB0126
 CB0126                          SUPERSEDED SURVEY CONTROL
 CB0126
 CB0126.No superseded survey control is available for this station.
 CB0126
 CB0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV650798(NAD 83)
 CB0126_MARKER: DB = BENCH MARK DISK
 CB0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0126_SP_SET: MONUMENT
 CB0126_STAMPING: Y 109 RESET 1957
 CB0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0126
 CB0126  HISTORY     - Date     Condition        Report By
 CB0126  HISTORY     - 1957     MONUMENTED       TXHD
 CB0126  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0126
 CB0126                          STATION DESCRIPTION
 CB0126
 CB0126'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 CB0126'1.6 MI SE FROM SAN ANGELO.
 CB0126'1.6 MILES SOUTHEAST FROM SAN ANGELO, AT THE INTERSECTION OF F.M.
 CB0126'HIGHWAY 388, PAINT ROCK ROAD, AND CHRISTOVAL ROAD, 970 FEET NORTHEAST
 CB0126'OF THE EAST END OF CONCHO RIVER BRIDGE ON NORTH SIDE OF THE ROAD 4
 CB0126'FEET NORTH OF CURB, AND SET IN THE TOP OF A CONCRETE MONUMENT.
 CB0126
 CB0126                          STATION RECOVERY (1981)
 CB0126
 CB0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0126'THE ROAD HAS BEEN WIDENED AT THIS LOCATION AND THE CURBING HAS BEEN
 CB0126'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0079 ***********************************************************************
 AZ0079  DESIGNATION -  Y 1090
 AZ0079  PID         -  AZ0079
 AZ0079  STATE/COUNTY-  TX/KINNEY
 AZ0079  USGS QUAD   -  ODLAW (1974)
 AZ0079
 AZ0079                         *CURRENT SURVEY CONTROL
 AZ0079  ___________________________________________________________________
 AZ0079* NAD 83(1986)-  29 14 09.     (N)    100 11 38.     (W)     SCALED    
 AZ0079* NAVD 88     -       339.637  (meters)    1114.29   (feet)  ADJUSTED  
 AZ0079  ___________________________________________________________________
 AZ0079  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0079  DYNAMIC HT  -         339.142 (meters)    1112.67  (feet)  COMP
 AZ0079  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AZ0079
 AZ0079  VERT ORDER  -  FIRST     CLASS II
 AZ0079
 AZ0079.The horizontal coordinates were scaled from a topographic map and have
 AZ0079.an estimated accuracy of +/- 6 seconds.
 AZ0079
 AZ0079.The orthometric height was determined by differential leveling
 AZ0079.and adjusted by the National Geodetic Survey in June 1991..
 AZ0079
 AZ0079.The geoid height was determined by GEOID03.
 AZ0079
 AZ0079.The dynamic height is computed by dividing the NAVD 88
 AZ0079.geopotential number by the normal gravity value computed on the
 AZ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0079.degrees latitude (g = 980.6199 gals.).
 AZ0079
 AZ0079.The modeled gravity was interpolated from observed gravity values.
 AZ0079
 AZ0079;                    North         East    Units  Estimated Accuracy
 AZ0079;SPC TXSC     - 4,156,030.      483,950.      MT  (+/- 180 meters Scaled)
 AZ0079
 AZ0079                          SUPERSEDED SURVEY CONTROL
 AZ0079
 AZ0079  NGVD 29 (??/??/92)  339.526  (m)         1113.93   (f) ADJ UNCH    1 2
 AZ0079
 AZ0079.Superseded values are not recommended for survey control.
 AZ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0079.See file dsdata.txt to determine how the superseded data were derived.
 AZ0079
 AZ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT839347(NAD 83)
 AZ0079_MARKER: DB = BENCH MARK DISK
 AZ0079_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0079_SP_SET: 7 FT
 AZ0079_STAMPING: Y 1090 1957
 AZ0079_MARK LOGO: CGS   
 AZ0079_PROJECTION: FLUSH
 AZ0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0079
 AZ0079  HISTORY     - Date     Condition        Report By
 AZ0079  HISTORY     - 1957     MONUMENTED       CGS
 AZ0079  HISTORY     - 1982     GOOD             NGS
 AZ0079
 AZ0079                          STATION DESCRIPTION
 AZ0079
 AZ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0079'6.75 MI W FROM CLINE.
 AZ0079'6.75 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0079'STATION AT CLINE, 126 FEET NORTHWEST OF THE 4TH POLE WEST OF MILEPOST
 AZ0079'326, 45.7 FEET NORTH OF THE NORTH RAIL, 48.4 FEET WEST OF A TELEPHONE
 AZ0079'POLE, 5 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, 4 FEET
 AZ0079'BELOW THE TOP OF THE RAILS, CLAMPED ON THE TOP OF A 5/8 INCH COPPER
 AZ0079'COATED STEEL ROD WHICH IS DRIVEN 7 FEET IN THE GROUND, INCASED IN A 6
 AZ0079'INCH TILE PIPE WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AZ0079
 AZ0079                          STATION RECOVERY (1982)
 AZ0079
 AZ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0079'MARK RECOVERED THIS DATE, NOTE, THE STATION AT CLINE IS GONE 24.4 KM
 AZ0079'(15.1 MI) NORTHEAST ALONG FARM ROAD 1572 FROM THE JUNCTION OF STATE
 AZ0079'ROUTE 131 IN SPOFFORD, THENCE EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 AZ0079'SOUTH SERVICE ROAD FOR 1.6 KM (1.0 MI).
 AZ0079'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0075 ***********************************************************************
 AZ0075  DESIGNATION -  Y 1091
 AZ0075  PID         -  AZ0075
 AZ0075  STATE/COUNTY-  TX/KINNEY
 AZ0075  USGS QUAD   -  ANACACHO (1974)
 AZ0075
 AZ0075                         *CURRENT SURVEY CONTROL
 AZ0075  ___________________________________________________________________
 AZ0075* NAD 83(1986)-  29 13 18.     (N)    100 15 19.     (W)     SCALED    
 AZ0075* NAVD 88     -       312.540  (meters)    1025.39   (feet)  POSTED    
 AZ0075  ___________________________________________________________________
 AZ0075  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0075  DYNAMIC HT  -         312.090 (meters)    1023.92  (feet)  COMP
 AZ0075  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 AZ0075
 AZ0075  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0075
 AZ0075.The horizontal coordinates were scaled from a topographic map and have
 AZ0075.an estimated accuracy of +/- 6 seconds.
 AZ0075
 AZ0075.The orthometric height was determined by differential leveling
 AZ0075.and adjusted by the National Geodetic Survey in 1992..
 AZ0075.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0075.rate of 1.1 thru 2.0 mm/km.
 AZ0075
 AZ0075.The geoid height was determined by GEOID03.
 AZ0075
 AZ0075.The dynamic height is computed by dividing the NAVD 88
 AZ0075.geopotential number by the normal gravity value computed on the
 AZ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0075.degrees latitude (g = 980.6199 gals.).
 AZ0075
 AZ0075.The modeled gravity was interpolated from observed gravity values.
 AZ0075
 AZ0075;                    North         East    Units  Estimated Accuracy
 AZ0075;SPC TXSC     - 4,154,520.      477,970.      MT  (+/- 180 meters Scaled)
 AZ0075
 AZ0075                          SUPERSEDED SURVEY CONTROL
 AZ0075
 AZ0075  NGVD 29 (??/??/92)  312.453  (m)         1025.11   (f) ADJ UNCH    1 2
 AZ0075
 AZ0075.Superseded values are not recommended for survey control.
 AZ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0075.See file dsdata.txt to determine how the superseded data were derived.
 AZ0075
 AZ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT779331(NAD 83)
 AZ0075_MARKER: DB = BENCH MARK DISK
 AZ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0075_STAMPING: Y 1091 1957
 AZ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0075+STABILITY: SURFACE MOTION
 AZ0075
 AZ0075  HISTORY     - Date     Condition        Report By
 AZ0075  HISTORY     - 1957     MONUMENTED       CGS
 AZ0075  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0075
 AZ0075                          STATION DESCRIPTION
 AZ0075
 AZ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0075'10.65 MI W FROM CLINE.
 AZ0075'10.65 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0075'STATION AT CLINE, 5 RAILS SOUTHWEST OF THE SOUTHWEST END OF TRESTLE
 AZ0075'329.97, 110 FEET SOUTHEAST OF THE CENTER LINE OF FARM ROAD 1572, 81
 AZ0075'FEET NORTHWEST OF MILEPOST 330, 37.5 FEET NORTHWEST OF THE NORTHWEST
 AZ0075'RAIL, 22 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 AZ0075'TELEPHONE POLES, 1.8 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 AZ0075'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AZ0075
 AZ0075                          STATION RECOVERY (1982)
 AZ0075
 AZ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0075'MARK NOT RECOVERED, PROBABLY GRADED OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0156 ***********************************************************************
 AZ0156  DESIGNATION -  Y 1092
 AZ0156  PID         -  AZ0156
 AZ0156  STATE/COUNTY-  TX/KINNEY
 AZ0156  USGS QUAD   -  STANDART (1979)
 AZ0156
 AZ0156                         *CURRENT SURVEY CONTROL
 AZ0156  ___________________________________________________________________
 AZ0156* NAD 83(1986)-  29 18 36.     (N)    100 36 04.     (W)     SCALED    
 AZ0156* NAVD 88     -       322.964  (meters)    1059.59   (feet)  ADJUSTED  
 AZ0156  ___________________________________________________________________
 AZ0156  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AZ0156  DYNAMIC HT  -         322.489 (meters)    1058.03  (feet)  COMP
 AZ0156  MODELED GRAV-     979,164.7   (mgal)                       NAVD 88
 AZ0156
 AZ0156  VERT ORDER  -  FIRST     CLASS II
 AZ0156
 AZ0156.The horizontal coordinates were scaled from a topographic map and have
 AZ0156.an estimated accuracy of +/- 6 seconds.
 AZ0156
 AZ0156.The orthometric height was determined by differential leveling
 AZ0156.and adjusted by the National Geodetic Survey in June 1991..
 AZ0156
 AZ0156.The geoid height was determined by GEOID03.
 AZ0156
 AZ0156.The dynamic height is computed by dividing the NAVD 88
 AZ0156.geopotential number by the normal gravity value computed on the
 AZ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0156.degrees latitude (g = 980.6199 gals.).
 AZ0156
 AZ0156.The modeled gravity was interpolated from observed gravity values.
 AZ0156
 AZ0156;                    North         East    Units  Estimated Accuracy
 AZ0156;SPC TXSC     - 4,164,720.      444,480.      MT  (+/- 180 meters Scaled)
 AZ0156
 AZ0156                          SUPERSEDED SURVEY CONTROL
 AZ0156
 AZ0156  NGVD 29 (??/??/92)  322.896  (m)         1059.37   (f) ADJ UNCH    1 2
 AZ0156
 AZ0156.Superseded values are not recommended for survey control.
 AZ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0156.See file dsdata.txt to determine how the superseded data were derived.
 AZ0156
 AZ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT445433(NAD 83)
 AZ0156_MARKER: DB = BENCH MARK DISK
 AZ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0156_STAMPING: Y 1092 1957
 AZ0156_MARK LOGO: CGS   
 AZ0156_PROJECTION: PROJECTING 12 CENTIMETERS
 AZ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0156+STABILITY: SURFACE MOTION
 AZ0156
 AZ0156  HISTORY     - Date     Condition        Report By
 AZ0156  HISTORY     - 1957     MONUMENTED       CGS
 AZ0156  HISTORY     - 1982     GOOD             NGS
 AZ0156  HISTORY     - 19960223 GOOD             USPSQD
 AZ0156
 AZ0156                          STATION DESCRIPTION
 AZ0156
 AZ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0156'15.4 MI NW FROM SPOFFORD.
 AZ0156'15.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0156'STATION AT SPOFFORD, 3 POLES NORTH OF MILEPOST 357, 151 FEET EAST OF
 AZ0156'THE EAST RAIL, 49 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 16 FEET
 AZ0156'NORTH OF THE CENTER OF A WOODEN GATE, 1.7 FEET WEST OF A FENCE, 2 FEET
 AZ0156'NORTH OF A WITNESS POST, 10 FEET ABOVE THE TOP OF THE RAILS, SET IN
 AZ0156'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AZ0156
 AZ0156                          STATION RECOVERY (1982)
 AZ0156
 AZ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0156'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0156'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 11.8 KM (7.35 MI) NORTHWEST
 AZ0156'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0156'RAILROAD TRACKS TO A RAILROAD CROSSING, THENCE 13.6 KM (8.5 MI)
 AZ0156'NORTHWEST ALONG THE GRAVELED ROAD ON THE NORTHEAST SIDE OF THE
 AZ0156'RAILROAD TRACKS, AT A TRACK ROAD LEADING EAST THROUGH A WOODEN GATE,
 AZ0156'14.9 METERS (49.0 FT) EAST OF THE CENTER OF THE GRAVELED ROAD, 46.0
 AZ0156'METERS (151.0 FT) EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC
 AZ0156'RAILROAD, 4.8 METERS (16.0 FT) NORTH OF THE CENTER OF A WOODEN GATE,
 AZ0156'AND 0.6 METER (2.0 FT) WEST OF A FENCE LINE.
 AZ0156'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 AZ0156'THE MARK IS 3.0 M ABOVE RAILROAD TRACKS.
 AZ0156
 AZ0156                          STATION RECOVERY (1996)
 AZ0156
 AZ0156'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0058 ***********************************************************************
 AZ0058  DESIGNATION -  Y 1093
 AZ0058  PID         -  AZ0058
 AZ0058  STATE/COUNTY-  TX/KINNEY
 AZ0058  USGS QUAD   -  SPOFFORD (1974)
 AZ0058
 AZ0058                         *CURRENT SURVEY CONTROL
 AZ0058  ___________________________________________________________________
 AZ0058* NAD 83(1986)-  29 10 03.     (N)    100 24 03.     (W)     SCALED    
 AZ0058* NAVD 88     -       305.485  (meters)    1002.25   (feet)  ADJUSTED  
 AZ0058  ___________________________________________________________________
 AZ0058  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0058  DYNAMIC HT  -         305.039 (meters)    1000.78  (feet)  COMP
 AZ0058  MODELED GRAV-     979,174.6   (mgal)                       NAVD 88
 AZ0058
 AZ0058  VERT ORDER  -  FIRST     CLASS II
 AZ0058
 AZ0058.The horizontal coordinates were scaled from a topographic map and have
 AZ0058.an estimated accuracy of +/- 6 seconds.
 AZ0058
 AZ0058.The orthometric height was determined by differential leveling
 AZ0058.and adjusted by the National Geodetic Survey in June 1991..
 AZ0058
 AZ0058.The geoid height was determined by GEOID03.
 AZ0058
 AZ0058.The dynamic height is computed by dividing the NAVD 88
 AZ0058.geopotential number by the normal gravity value computed on the
 AZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0058.degrees latitude (g = 980.6199 gals.).
 AZ0058
 AZ0058.The modeled gravity was interpolated from observed gravity values.
 AZ0058
 AZ0058;                    North         East    Units  Estimated Accuracy
 AZ0058;SPC TXSC     - 4,148,680.      463,750.      MT  (+/- 180 meters Scaled)
 AZ0058
 AZ0058                          SUPERSEDED SURVEY CONTROL
 AZ0058
 AZ0058  NGVD 29 (??/??/92)  305.315  (m)         1001.69   (f) ADJ UNCH    1 2
 AZ0058
 AZ0058.Superseded values are not recommended for survey control.
 AZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0058.See file dsdata.txt to determine how the superseded data were derived.
 AZ0058
 AZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT637273(NAD 83)
 AZ0058_MARKER: DB = BENCH MARK DISK
 AZ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0058_STAMPING: Y 1093 1957
 AZ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0058+STABILITY: SURFACE MOTION
 AZ0058
 AZ0058  HISTORY     - Date     Condition        Report By
 AZ0058  HISTORY     - 1957     MONUMENTED       CGS
 AZ0058  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0058
 AZ0058                          STATION DESCRIPTION
 AZ0058
 AZ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0058'0.7 MI SE FROM SPOFFORD.
 AZ0058'ABOUT 0.7 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0058'THE STATION AT SPOFFORD, AT THE NORTHWEST POINT OF THE TRIANGLE AT THE
 AZ0058'JUNCTION OF THE MAIN LINE OF THE T AND N.O. R.R. AND A BRANCH LINE
 AZ0058'WHICH LEADS SOUTH TO EAGLE PASS, 125 FEET SOUTHWEST OF THE SOUTHWEST
 AZ0058'RAIL OF THE MAIN LINE, 65 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AZ0058'MAIN LINE OF THE TRACK LEADING SOUTH, 43 FEET NORTHWEST OF THE FIFTH
 AZ0058'POLE SOUTHEAST OF MILE POST 341, 2 FEET NORTHEAST OF A WHITE WOODEN
 AZ0058'WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 AZ0058'0.5 FOOT.
 AZ0058
 AZ0058                          STATION RECOVERY (1982)
 AZ0058
 AZ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0058'NOT RECOVERED, PROBABLY GRADED OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1260 ***********************************************************************
 AY1260  DESIGNATION -  Y 1094
 AY1260  PID         -  AY1260
 AY1260  STATE/COUNTY-  TX/MEDINA
 AY1260  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1260
 AY1260                         *CURRENT SURVEY CONTROL
 AY1260  ___________________________________________________________________
 AY1260* NAD 83(1986)-  29 20 58.     (N)    099 06 08.     (W)     SCALED    
 AY1260* NAVD 88     -       258.272  (meters)     847.35   (feet)  ADJUSTED  
 AY1260  ___________________________________________________________________
 AY1260  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AY1260  DYNAMIC HT  -         257.897 (meters)     846.12  (feet)  COMP
 AY1260  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 AY1260
 AY1260  VERT ORDER  -  FIRST     CLASS II
 AY1260
 AY1260.The horizontal coordinates were scaled from a topographic map and have
 AY1260.an estimated accuracy of +/- 6 seconds.
 AY1260
 AY1260.The orthometric height was determined by differential leveling
 AY1260.and adjusted by the National Geodetic Survey in June 1991..
 AY1260
 AY1260.The geoid height was determined by GEOID03.
 AY1260
 AY1260.The dynamic height is computed by dividing the NAVD 88
 AY1260.geopotential number by the normal gravity value computed on the
 AY1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1260.degrees latitude (g = 980.6199 gals.).
 AY1260
 AY1260.The modeled gravity was interpolated from observed gravity values.
 AY1260
 AY1260;                    North         East    Units  Estimated Accuracy
 AY1260;SPC TXSC     - 4,168,030.      590,080.      MT  (+/- 180 meters Scaled)
 AY1260
 AY1260                          SUPERSEDED SURVEY CONTROL
 AY1260
 AY1260  NGVD 29 (??/??/92)  258.140  (m)          846.91   (f) ADJ UNCH    1 2
 AY1260
 AY1260.Superseded values are not recommended for survey control.
 AY1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1260.See file dsdata.txt to determine how the superseded data were derived.
 AY1260
 AY1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT900467(NAD 83)
 AY1260_MARKER: DB = BENCH MARK DISK
 AY1260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1260_SP_SET: BRIDGE
 AY1260_STAMPING: Y 1094 1957
 AY1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1260
 AY1260  HISTORY     - Date     Condition        Report By
 AY1260  HISTORY     - 1957     MONUMENTED       CGS
 AY1260  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1260  HISTORY     - 19950420 MARK NOT FOUND   USPSQD
 AY1260  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1260
 AY1260                          STATION DESCRIPTION
 AY1260
 AY1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1260'2.4 MI E FROM HONDO.
 AY1260'ABOUT 2.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1260'STATION AT HONDO, 6 POLES WEST OF MILE POST 256, 141 FEET SOUTH AND
 AY1260'ACROSS U.S. HIGHWAY 90 FROM THE SOUTH RAIL, 23 FEET SOUTH OF THE
 AY1260'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE EAST END OF THE SOUTH
 AY1260'HEAD WALL OF A CONCRETE HIGHWAY BRIDGE AND ABOUT LEVEL WITH THE
 AY1260'PAVEMENT.
 AY1260
 AY1260                          STATION RECOVERY (1982)
 AY1260
 AY1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1260'MARK NOT RECOVERED, APPEARS NEW HEADWALL HAS BEEN BUILT, THIS BENCH
 AY1260'MARK WAS FOUND RESET BY THE TEXAS HIGHWAY DEPARTMENT.
 AY1260
 AY1260                          STATION RECOVERY (1995)
 AY1260
 AY1260'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1260'MARK NOT FOUND.
 AY1260
 AY1260                          STATION RECOVERY (2001)
 AY1260
 AY1260'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1614 ***********************************************************************
 AY1614  DESIGNATION -  Y 1094 RESET 1978
 AY1614  PID         -  AY1614
 AY1614  STATE/COUNTY-  TX/MEDINA
 AY1614  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1614
 AY1614                         *CURRENT SURVEY CONTROL
 AY1614  ___________________________________________________________________
 AY1614* NAD 83(1986)-  29 20 57.     (N)    099 06 13.     (W)     SCALED    
 AY1614* NAVD 88     -       259.024  (meters)     849.81   (feet)  ADJUSTED  
 AY1614  ___________________________________________________________________
 AY1614  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AY1614  DYNAMIC HT  -         258.647 (meters)     848.58  (feet)  COMP
 AY1614  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 AY1614
 AY1614  VERT ORDER  -  FIRST     CLASS II
 AY1614
 AY1614.The horizontal coordinates were scaled from a topographic map and have
 AY1614.an estimated accuracy of +/- 6 seconds.
 AY1614
 AY1614.The orthometric height was determined by differential leveling
 AY1614.and adjusted by the National Geodetic Survey in June 1991..
 AY1614
 AY1614.The geoid height was determined by GEOID03.
 AY1614
 AY1614.The dynamic height is computed by dividing the NAVD 88
 AY1614.geopotential number by the normal gravity value computed on the
 AY1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1614.degrees latitude (g = 980.6199 gals.).
 AY1614
 AY1614.The modeled gravity was interpolated from observed gravity values.
 AY1614
 AY1614;                    North         East    Units  Estimated Accuracy
 AY1614;SPC TXSC     - 4,168,000.      589,940.      MT  (+/- 180 meters Scaled)
 AY1614
 AY1614                          SUPERSEDED SURVEY CONTROL
 AY1614
 AY1614.No superseded survey control is available for this station.
 AY1614
 AY1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT899466(NAD 83)
 AY1614_MARKER: DB = BENCH MARK DISK
 AY1614_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1614_SP_SET: SMALL BRIDGE HEADWALL
 AY1614_STAMPING: Y 1094 RESET 1978
 AY1614_MARK LOGO: TXHD  
 AY1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1614
 AY1614  HISTORY     - Date     Condition        Report By
 AY1614  HISTORY     - 1978     MONUMENTED       TXHD
 AY1614  HISTORY     - 1982     GOOD             NGS
 AY1614  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 AY1614  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1614  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AY1614  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AY1614
 AY1614                          STATION DESCRIPTION
 AY1614
 AY1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1614'4.0 KM (2.5 MI) EAST FROM HONDO.
 AY1614'RECOVERED THIS DATE, DETERMINED THIS DATE THAT THIS BENCH MARK WAS
 AY1614'RESET BY THE TEXAS HIGHWAY DEPARTMENT IN MARCH 1978, A NEW DESCRIPTION
 AY1614'FOLLOWS, 4.0 KM (2.5 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION
 AY1614'OF FARM ROAD 462 NORTH IN HONDO, SET IN TOP OF THE EAST END OF THE
 AY1614'SOUTH HEADWALL OF A SMALL CONCRETE BRIDGE OVER AN UNNAMED CREEK, AND
 AY1614'9.1 METERS (30.0 FT) SOUTH OF CENTER LINE OF HIGHWAY.
 AY1614'THE MARK IS 0.91 M ABOVE HIGHWAY.
 AY1614
 AY1614                          STATION RECOVERY (1991)
 AY1614
 AY1614'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1614'MARK NOT FOUND.
 AY1614
 AY1614                          STATION RECOVERY (1995)
 AY1614
 AY1614'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1614'MARK NOT FOUND.
 AY1614
 AY1614                          STATION RECOVERY (1997)
 AY1614
 AY1614'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1614'MARK NOT FOUND.
 AY1614
 AY1614                          STATION RECOVERY (2002)
 AY1614
 AY1614'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0033 ***********************************************************************
 BB0033  DESIGNATION -  Y 1095
 BB0033  PID         -  BB0033
 BB0033  STATE/COUNTY-  TX/PRESIDIO
 BB0033  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0033
 BB0033                         *CURRENT SURVEY CONTROL
 BB0033  ___________________________________________________________________
 BB0033* NAD 83(1993)-  29 32 55.18239(N)    104 23 05.54433(W)     ADJUSTED  
 BB0033* NAVD 88     -       780.904  (meters)    2562.02   (feet)  ADJUSTED  
 BB0033  ___________________________________________________________________
 BB0033  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 BB0033  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 BB0033  DYNAMIC HT  -         779.637 (meters)    2557.86  (feet)  COMP
 BB0033  MODELED GRAV-     978,995.0   (mgal)                       NAVD 88
 BB0033
 BB0033  HORZ ORDER  -  SECOND
 BB0033  VERT ORDER  -  SECOND    CLASS 0
 BB0033
 BB0033.The horizontal coordinates were established by classical geodetic methods
 BB0033.and adjusted by the National Geodetic Survey in February 1996..
 BB0033
 BB0033.The orthometric height was determined by differential leveling
 BB0033.and adjusted by the National Geodetic Survey in June 1991..
 BB0033
 BB0033.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0033
 BB0033.The geoid height was determined by GEOID03.
 BB0033
 BB0033.The dynamic height is computed by dividing the NAVD 88
 BB0033.geopotential number by the normal gravity value computed on the
 BB0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0033.degrees latitude (g = 980.6199 gals.).
 BB0033
 BB0033.The modeled gravity was interpolated from observed gravity values.
 BB0033
 BB0033;                    North         East     Units Scale Factor Converg.
 BB0033;SPC TXSC     - 4,202,115.525    78,350.761   MT  0.99987018   -2 38 17.2
 BB0033;SPC TXSC     -13,786,440.68    257,055.79   sFT  0.99987018   -2 38 17.2
 BB0033;UTM  13      - 3,268,932.900   559,594.747   MT  0.99964382   +0 18 12.1
 BB0033
 BB0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0033!SPC TXSC     -   0.99988099  x   0.99987018  =   0.99975118
 BB0033!UTM  13      -   0.99988099  x   0.99964382  =   0.99952485
 BB0033
 BB0033:                Primary Azimuth Mark                     Grid Az
 BB0033:SPC TXSC     -  REACH 2 PI 3 BK 400LT                    139 27 09.3
 BB0033:UTM  13      -  REACH 2 PI 3 BK 400LT                    136 30 40.0
 BB0033
 BB0033|---------------------------------------------------------------------|
 BB0033| PID    Reference Object                     Distance      Geod. Az  |
 BB0033|                                                           dddmmss.s |
 BB0033| BB0035 REACH 2 PI 3 BK 400LT               APPROX. 0.8 KM 1364852.1 |
 BB0033| BB0298 M 14 CL                             141.913 METERS 24829     |
 BB0033|---------------------------------------------------------------------|
 BB0033
 BB0033                          SUPERSEDED SURVEY CONTROL
 BB0033
 BB0033  NAD 83(1986)-  29 32 55.17371(N)    104 23 05.54027(W) AD(       ) 2
 BB0033  NAD 27      -  29 32 54.51399(N)    104 23 03.81203(W) AD(       ) 2
 BB0033  NGVD 29 (??/??/92)  780.510  (m)         2560.72   (f) ADJ UNCH    2 0
 BB0033
 BB0033.Superseded values are not recommended for survey control.
 BB0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0033.See file dsdata.txt to determine how the superseded data were derived.
 BB0033
 BB0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN5959568933(NAD 83)
 BB0033_MARKER: DB = BENCH MARK DISK
 BB0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0033_SP_SET: MONUMENT
 BB0033_STAMPING: Y 1095 1974
 BB0033_MARK LOGO: NGS   
 BB0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0033
 BB0033  HISTORY     - Date     Condition        Report By
 BB0033  HISTORY     - 1974     MONUMENTED       NGS
 BB0033  HISTORY     - 1974     GOOD             NGS
 BB0033  HISTORY     - 20040204 POOR             NGS
 BB0033
 BB0033                          STATION DESCRIPTION
 BB0033
 BB0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0033'THE STATION IS LOCATED 2.2 MILES SOUTHEAST OF OJINAGA, MEXICO, AND ON
 BB0033'THE SOUTH SIDE OF THE RIO GRANDE RIVER.
 BB0033'
 BB0033'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE MEXICAN CUSTOM
 BB0033'STATION GO WEST ON VERACRUZ ROAD FOR 0.3 MILE TO A T-ROAD, TURN LEFT
 BB0033'AND GO SOUTHEASTERLY ON MORELOS ROAD FOR 0.75 MILE TO A DIRT SIDE
 BB0033'ROAD ON THE LEFT, TURN LEFT ONTO A DIRT ROAD AND GO EASTERLY FOR
 BB0033'100 FEET TO A FORK, TAKE THE LEFT FORK AND GO EAST ON A TRACK ROAD
 BB0033'FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHEAST ON
 BB0033'TRACK ROAD FOR 0.15 MILE TO A FORK, TAKE THE RIGHT FORK,
 BB0033'DOWNHILL, SOUTHEASTERLY FOR 0.1 MILE TO A WIRE GATE ON THE
 BB0033'RIGHT, PASS THROUGH GATE AND GO EAST DOWN A ROCKY STREAM BED TO A
 BB0033'OPEN FIELD AND THEN NORTHEAST FOR A TOTAL OF 0.25 MILE TO THE
 BB0033'RIO GRANDE RIVER AND A SMALL DITCH, TURN LEFT CROSSING OVER
 BB0033'DITCH AND GO NORTH ALONG THE EAST SIDE OF THE DITCH FOR 0.1 MILE
 BB0033'TO A EAST-WEST FENCE LINE AND THE STATION ON THE SOUTH SIDE OF THE
 BB0033'FENCE.
 BB0033'
 BB0033'THE STATION MARK IS A STANDARD NGS VERTICAL CONTROL MARK DISK, THAT
 BB0033'IS STAMPED Y 1095 1974.  IT IS 1.5 FEET SOUTH OF THE EAST-WEST FENCE
 BB0033'LINE AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 BB0033'THAT IS PROJECTING 3  INCHES ABOVE THE GROUND.
 BB0033'
 BB0033'NO UNDERGROUND OR REFERENCE MARKS WERE SET.
 BB0033
 BB0033                          STATION RECOVERY (1974)
 BB0033
 BB0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0033'2.2 MI SE FROM OJINAGA.
 BB0033'TO REACH FROM THE TRAFFIC CIRCLE AT THE MEXICAN CUSTOM STATION GO WEST
 BB0033'ON VERACRUZ ROAD FOR 0.3 MILE TO A T-ROAD, TURN LEFT AND GO SOUTHEAST
 BB0033'ON MORELOS ROAD FOR 0.75 MILE TO A DIRT SIDE ROAD ON THE LEFT, TURN
 BB0033'LEFT AND GO EASTERLY ON A DIRT ROAD FOR 100 FEET TO A FORK, TAKE THE
 BB0033'LEFT FORK AND GO EAST ON A TRACK ROAD FOR 0.1 MILE TO A FORK, TAKE THE
 BB0033'RIGHT FORK AND GO SOUTHEAST ON TRACK ROAD FOR 0.15 MILE TO A FORK,
 BB0033'TAKE THE RIGHT FORK, DOWNHILL, SOUTHEASTERLY FOR 0.10 MILE TO A WIRE
 BB0033'GATE ON THE RIGHT, PASS THROUGH GATE AND GO EAST, DOWN A ROCKY STREAM
 BB0033'BED, TO A OPEN FIELD THEN NORTHEASTERLY FOR A TOTAL OF 0.25 MILE TO
 BB0033'THE RIO GRANDE RIVER AND A SMALL DITCH, TURN LEFT CROSSING OVER DITCH
 BB0033'AND GO NORTH ALONG THE EAST SIDE OF THE DITCH FOR 0.1 MILE TO A
 BB0033'EAST-WEST FENCE LINE AND MARK ON THE SOUTH SIDE, 1.5 FEET SOUTH OF THE
 BB0033'FENCE LINE, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 BB0033'THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 BB0033
 BB0033                          STATION RECOVERY (2004)
 BB0033
 BB0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWS)
 BB0033'THE RIO GRANDE RIVER HAS BEEN RELOCATED.  THIS MARK IS NOW IN THE
 BB0033'STATE OF TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0310 ***********************************************************************
 BQ0310  DESIGNATION -  Y 1097
 BQ0310  PID         -  BQ0310
 BQ0310  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0310  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0310
 BQ0310                         *CURRENT SURVEY CONTROL
 BQ0310  ___________________________________________________________________
 BQ0310* NAD 83(1986)-  30 38 03.     (N)    104 00 59.     (W)     SCALED    
 BQ0310* NAVD 88     -      1615.084  (meters)    5298.82   (feet)  ADJUSTED  
 BQ0310  ___________________________________________________________________
 BQ0310  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0310  DYNAMIC HT  -        1612.397 (meters)    5290.01  (feet)  COMP
 BQ0310  MODELED GRAV-     978,919.9   (mgal)                       NAVD 88
 BQ0310  OBS GRAVITY -     978,918.4   (mgal)                       GRAV_OBS
 BQ0310
 BQ0310  VERT ORDER  -  FIRST     CLASS I
 BQ0310
 BQ0310.The horizontal coordinates were scaled from a topographic map and have
 BQ0310.an estimated accuracy of +/- 6 seconds.
 BQ0310
 BQ0310.The orthometric height was determined by differential leveling
 BQ0310.and adjusted by the National Geodetic Survey in June 1991..
 BQ0310
 BQ0310.The geoid height was determined by GEOID03.
 BQ0310
 BQ0310.The dynamic height is computed by dividing the NAVD 88
 BQ0310.geopotential number by the normal gravity value computed on the
 BQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0310.degrees latitude (g = 980.6199 gals.).
 BQ0310
 BQ0310.The modeled gravity was interpolated from observed gravity values.
 BQ0310.The observed gravity was obtained from relative gravimeter ties
 BQ0310.to the IGSN71 gravity network.
 BQ0310
 BQ0310;                    North         East    Units  Estimated Accuracy
 BQ0310;SPC TX C     - 3,113,100.      347,020.      MT  (+/- 180 meters Scaled)
 BQ0310
 BQ0310                          SUPERSEDED SURVEY CONTROL
 BQ0310
 BQ0310  NGVD 29 (??/??/92) 1614.482  (m)         5296.85   (f) ADJ UNCH    1 1
 BQ0310
 BQ0310.Superseded values are not recommended for survey control.
 BQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0310.See file dsdata.txt to determine how the superseded data were derived.
 BQ0310
 BQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP942894(NAD 83)
 BQ0310_MARKER: DB = BENCH MARK DISK
 BQ0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0310_SP_SET: CULVERT
 BQ0310_STAMPING: Y 1097 1977
 BQ0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0310
 BQ0310  HISTORY     - Date     Condition        Report By
 BQ0310  HISTORY     - 1977     MONUMENTED       NGS
 BQ0310  HISTORY     - 1988     GOOD             USPSQD
 BQ0310  HISTORY     - 1989     GOOD             USPSQD
 BQ0310  HISTORY     - 19961007 GOOD             USPSQD
 BQ0310  HISTORY     - 20030322 GOOD             USPSQD
 BQ0310
 BQ0310                          STATION DESCRIPTION
 BQ0310
 BQ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0310'10.7 MI NW FROM FORT DAVIS.
 BQ0310'ABOUT 10.7 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0310'COURTHOUSE AT FORT DAVIS, AT THE SOUTHEAST END OF THE NORTHEAST
 BQ0310'CULVERT HEADWALL , 21 FT. NORTHEAST OF THE CENTER LINE OF HIGHWAY,
 BQ0310'43.8 FT. SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 62 FT. EAST OF A SPEED
 BQ0310'LIMIT SIGN.
 BQ0310
 BQ0310                          STATION RECOVERY (1988)
 BQ0310
 BQ0310'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0310'RECOVERED IN GOOD CONDITION.
 BQ0310
 BQ0310                          STATION RECOVERY (1989)
 BQ0310
 BQ0310'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0310'RECOVERED IN GOOD CONDITION.
 BQ0310
 BQ0310                          STATION RECOVERY (1996)
 BQ0310
 BQ0310'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0310'RECOVERED IN GOOD CONDITION.
 BQ0310
 BQ0310                          STATION RECOVERY (2003)
 BQ0310
 BQ0310'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1222 ***********************************************************************
 AY1222  DESIGNATION -  Y 1099
 AY1222  PID         -  AY1222
 AY1222  STATE/COUNTY-  TX/MEDINA
 AY1222  USGS QUAD   -  SABINAL (1970)
 AY1222
 AY1222                         *CURRENT SURVEY CONTROL
 AY1222  ___________________________________________________________________
 AY1222* NAD 83(1986)-  29 20 10.     (N)    099 23 51.     (W)     SCALED    
 AY1222* NAVD 88     -       296.339  (meters)     972.24   (feet)  ADJUSTED  
 AY1222  ___________________________________________________________________
 AY1222  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AY1222  DYNAMIC HT  -         295.908 (meters)     970.82  (feet)  COMP
 AY1222  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AY1222
 AY1222  VERT ORDER  -  FIRST     CLASS II
 AY1222
 AY1222.The horizontal coordinates were scaled from a topographic map and have
 AY1222.an estimated accuracy of +/- 6 seconds.
 AY1222
 AY1222.The orthometric height was determined by differential leveling
 AY1222.and adjusted by the National Geodetic Survey in June 1991..
 AY1222
 AY1222.The geoid height was determined by GEOID03.
 AY1222
 AY1222.The dynamic height is computed by dividing the NAVD 88
 AY1222.geopotential number by the normal gravity value computed on the
 AY1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1222.degrees latitude (g = 980.6199 gals.).
 AY1222
 AY1222.The modeled gravity was interpolated from observed gravity values.
 AY1222
 AY1222;                    North         East    Units  Estimated Accuracy
 AY1222;SPC TXSC     - 4,166,610.      561,400.      MT  (+/- 180 meters Scaled)
 AY1222
 AY1222                          SUPERSEDED SURVEY CONTROL
 AY1222
 AY1222  NGVD 29 (??/??/92)  296.233  (m)          971.89   (f) ADJ UNCH    1 2
 AY1222
 AY1222.Superseded values are not recommended for survey control.
 AY1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1222.See file dsdata.txt to determine how the superseded data were derived.
 AY1222
 AY1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT614452(NAD 83)
 AY1222_MARKER: DB = BENCH MARK DISK
 AY1222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1222_SP_SET: BRIDGE
 AY1222_STAMPING: Y 1099 1957
 AY1222_MARK LOGO: CGS   
 AY1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1222
 AY1222  HISTORY     - Date     Condition        Report By
 AY1222  HISTORY     - 1957     MONUMENTED       CGS
 AY1222  HISTORY     - 1982     GOOD             NGS
 AY1222  HISTORY     - 1988     GOOD             USPSQD
 AY1222  HISTORY     - 19970430 GOOD             USPSQD
 AY1222  HISTORY     - 20011113 GOOD             USPSQD
 AY1222
 AY1222                          STATION DESCRIPTION
 AY1222
 AY1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1222'4.4 MI E FROM SABINAL.
 AY1222'4.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1222'STATION AT SABINAL, 3 POLES SOUTHWEST OF MILEPOST 275, 13 FEET
 AY1222'SOUTHEAST OF THE CENTER LINE OF AN OILED ROAD, 99 FEET NORTHWEST OF
 AY1222'THE NORTHWEST RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 AY1222'OF THE EAST WINGWALL OF A CONCRETE BRIDGE UNDER THE OILED ROAD.
 AY1222
 AY1222                          STATION RECOVERY (1982)
 AY1222
 AY1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1222'MARK RECOVERED THIS DATE, NOTE, 6.1 KM (3.8 MI) EAST NORTHEAST ALONG A
 AY1222'GRAVEL ROAD AND THE RAILROAD SERVICE ROAD FROM THE CROSSING OF THE
 AY1222'SOUTHERN PACIFIC RAILROAD AND RANCH ROAD 187 IN SABINAL, THENCE AFTER
 AY1222'CROSSING NORTH OVER RAILROAD, EAST NORTHEAST ALONG AN OILED ROAD FOR
 AY1222'1.5 KM (0.9 MI).
 AY1222
 AY1222                          STATION RECOVERY (1988)
 AY1222
 AY1222'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1222'RECOVERED IN GOOD CONDITION.
 AY1222
 AY1222                          STATION RECOVERY (1997)
 AY1222
 AY1222'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1222'RECOVERED IN GOOD CONDITION.
 AY1222
 AY1222                          STATION RECOVERY (2001)
 AY1222
 AY1222'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0494 ***********************************************************************
 CC0494  DESIGNATION -  Y 1100
 CC0494  PID         -  CC0494
 CC0494  STATE/COUNTY-  TX/REEVES
 CC0494  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0494
 CC0494                         *CURRENT SURVEY CONTROL
 CC0494  ___________________________________________________________________
 CC0494* NAD 83(1986)-  31 44 13.     (N)    103 44 57.     (W)     SCALED    
 CC0494* NAVD 88     -       827.552  (meters)    2715.06   (feet)  ADJUSTED  
 CC0494  ___________________________________________________________________
 CC0494  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CC0494  DYNAMIC HT  -         826.328 (meters)    2711.04  (feet)  COMP
 CC0494  MODELED GRAV-     979,134.4   (mgal)                       NAVD 88
 CC0494
 CC0494  VERT ORDER  -  FIRST     CLASS II
 CC0494
 CC0494.The horizontal coordinates were scaled from a topographic map and have
 CC0494.an estimated accuracy of +/- 6 seconds.
 CC0494
 CC0494.The orthometric height was determined by differential leveling
 CC0494.and adjusted by the National Geodetic Survey in June 1991..
 CC0494
 CC0494.The geoid height was determined by GEOID03.
 CC0494
 CC0494.The dynamic height is computed by dividing the NAVD 88
 CC0494.geopotential number by the normal gravity value computed on the
 CC0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0494.degrees latitude (g = 980.6199 gals.).
 CC0494
 CC0494.The modeled gravity was interpolated from observed gravity values.
 CC0494
 CC0494;                    North         East    Units  Estimated Accuracy
 CC0494;SPC TX C     - 3,234,480.      376,370.      MT  (+/- 180 meters Scaled)
 CC0494
 CC0494                          SUPERSEDED SURVEY CONTROL
 CC0494
 CC0494  NGVD 29 (??/??/92)  827.122  (m)         2713.65   (f) ADJ UNCH    1 2
 CC0494
 CC0494.Superseded values are not recommended for survey control.
 CC0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0494.See file dsdata.txt to determine how the superseded data were derived.
 CC0494
 CC0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR184119(NAD 83)
 CC0494_MARKER: DB = BENCH MARK DISK
 CC0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0494_STAMPING: Y 1100 1957
 CC0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0494+STABILITY: SURFACE MOTION
 CC0494
 CC0494  HISTORY     - Date     Condition        Report By
 CC0494  HISTORY     - 1957     MONUMENTED       CGS
 CC0494
 CC0494                          STATION DESCRIPTION
 CC0494
 CC0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0494'8.2 MI NW FROM ARNO.
 CC0494'ABOUT 8.2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0494'FROM THE SECTION FOREMANS HOUSE AT ARNO, 65 FEET WEST OF MILEPOST 243,
 CC0494'73 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2 FEET SOUTHWEST OF A
 CC0494'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 CC0494'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0075 ***********************************************************************
 CD0075  DESIGNATION -  Y 1101
 CD0075  PID         -  CD0075
 CD0075  STATE/COUNTY-  TX/REEVES
 CD0075  USGS QUAD   -  SCREW BEAN DRAW NE (1973)
 CD0075
 CD0075                         *CURRENT SURVEY CONTROL
 CD0075  ___________________________________________________________________
 CD0075* NAD 83(1986)-  31 59 19.     (N)    104 00 14.     (W)     SCALED    
 CD0075* NAVD 88     -       872.146  (meters)    2861.37   (feet)  ADJUSTED  
 CD0075  ___________________________________________________________________
 CD0075  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CD0075  DYNAMIC HT  -         870.866 (meters)    2857.17  (feet)  COMP
 CD0075  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 CD0075
 CD0075  VERT ORDER  -  FIRST     CLASS II
 CD0075
 CD0075.The horizontal coordinates were scaled from a topographic map and have
 CD0075.an estimated accuracy of +/- 6 seconds.
 CD0075
 CD0075.The orthometric height was determined by differential leveling
 CD0075.and adjusted by the National Geodetic Survey in June 1991..
 CD0075
 CD0075.The geoid height was determined by GEOID03.
 CD0075
 CD0075.The dynamic height is computed by dividing the NAVD 88
 CD0075.geopotential number by the normal gravity value computed on the
 CD0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0075.degrees latitude (g = 980.6199 gals.).
 CD0075
 CD0075.The modeled gravity was interpolated from observed gravity values.
 CD0075
 CD0075;                    North         East    Units  Estimated Accuracy
 CD0075;SPC TX C     - 3,263,140.      353,170.      MT  (+/- 180 meters Scaled)
 CD0075
 CD0075                          SUPERSEDED SURVEY CONTROL
 CD0075
 CD0075  NGVD 29 (??/??/92)  871.686  (m)         2859.86   (f) ADJ UNCH    1 2
 CD0075
 CD0075.Superseded values are not recommended for survey control.
 CD0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0075.See file dsdata.txt to determine how the superseded data were derived.
 CD0075
 CD0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER941396(NAD 83)
 CD0075_MARKER: DB = BENCH MARK DISK
 CD0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0075_STAMPING: Y 1101 1957
 CD0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0075+STABILITY: SURFACE MOTION
 CD0075
 CD0075  HISTORY     - Date     Condition        Report By
 CD0075  HISTORY     - 1957     MONUMENTED       CGS
 CD0075
 CD0075                          STATION DESCRIPTION
 CD0075
 CD0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0075'12.8 MI NW FROM ORLA.
 CD0075'ABOUT 12.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CD0075'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 29 1/2 FEET WEST OF
 CD0075'MILEPOST 218, 60 FEET WEST OF THE WEST RAIL, 2 1/2 FEET NORTHWEST OF A
 CD0075'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK,
 CD0075'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0280 ***********************************************************************
 BP0280  DESIGNATION -  Y 1102
 BP0280  PID         -  BP0280
 BP0280  STATE/COUNTY-  TX/BREWSTER
 BP0280  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0280
 BP0280                         *CURRENT SURVEY CONTROL
 BP0280  ___________________________________________________________________
 BP0280* NAD 83(1986)-  30 13 05.     (N)    103 20 27.     (W)     SCALED    
 BP0280* NAVD 88     -      1280.699  (meters)    4201.76   (feet)  ADJUSTED  
 BP0280  ___________________________________________________________________
 BP0280  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 BP0280  DYNAMIC HT  -        1278.600 (meters)    4194.87  (feet)  COMP
 BP0280  MODELED GRAV-     978,959.1   (mgal)                       NAVD 88
 BP0280
 BP0280  VERT ORDER  -  FIRST     CLASS II
 BP0280
 BP0280.The horizontal coordinates were scaled from a topographic map and have
 BP0280.an estimated accuracy of +/- 6 seconds.
 BP0280
 BP0280.The orthometric height was determined by differential leveling
 BP0280.and adjusted by the National Geodetic Survey in June 1991..
 BP0280
 BP0280.The geoid height was determined by GEOID03.
 BP0280
 BP0280.The dynamic height is computed by dividing the NAVD 88
 BP0280.geopotential number by the normal gravity value computed on the
 BP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0280.degrees latitude (g = 980.6199 gals.).
 BP0280
 BP0280.The modeled gravity was interpolated from observed gravity values.
 BP0280
 BP0280;                    North         East    Units  Estimated Accuracy
 BP0280;SPC TXSC     - 4,272,060.      182,190.      MT  (+/- 180 meters Scaled)
 BP0280
 BP0280                          SUPERSEDED SURVEY CONTROL
 BP0280
 BP0280  NGVD 29 (??/??/92) 1280.263  (m)         4200.33   (f) ADJ UNCH    1 2
 BP0280
 BP0280.Superseded values are not recommended for survey control.
 BP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0280.See file dsdata.txt to determine how the superseded data were derived.
 BP0280
 BP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP596441(NAD 83)
 BP0280_MARKER: DB = BENCH MARK DISK
 BP0280_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0280_SP_SET: 16 FEET
 BP0280_STAMPING: Y 1102 1957
 BP0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0280
 BP0280  HISTORY     - Date     Condition        Report By
 BP0280  HISTORY     - 1957     MONUMENTED       CGS
 BP0280
 BP0280                          STATION DESCRIPTION
 BP0280
 BP0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0280'5.8 MI W FROM MARATHON.
 BP0280'ABOUT 5.8 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0280'STATION AT MARATHON, 151 FEET NORTH OF AND ACROSS THE TRACK FROM THE
 BP0280'6TH POLE EAST OF MILEPOST 582, 103 FEET NORTH OF THE NORTH RAIL, 6
 BP0280'FEET NORTH OF THE NORTH RIGHT OF WAY FENCE, 2 FEET WEST OF A WHITE
 BP0280'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND ON
 BP0280'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 BP0280'16 FEET AND IS ENCASED IN A 8-INCH TILE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0350 ***********************************************************************
 BP0350  DESIGNATION -  Y 1103
 BP0350  PID         -  BP0350
 BP0350  STATE/COUNTY-  TX/BREWSTER
 BP0350  USGS QUAD   -  PAISANO (1972)
 BP0350
 BP0350                         *CURRENT SURVEY CONTROL
 BP0350  ___________________________________________________________________
 BP0350* NAD 83(1986)-  30 19 46.     (N)    103 45 57.     (W)     SCALED    
 BP0350* NAVD 88     -      1468.571  (meters)    4818.14   (feet)  POSTED    
 BP0350  ___________________________________________________________________
 BP0350  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 BP0350  DYNAMIC HT  -        1466.150 (meters)    4810.19  (feet)  COMP
 BP0350  MODELED GRAV-     978,941.8   (mgal)                       NAVD 88
 BP0350
 BP0350  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0350
 BP0350.The horizontal coordinates were scaled from a topographic map and have
 BP0350.an estimated accuracy of +/- 6 seconds.
 BP0350
 BP0350.The orthometric height was determined by differential leveling
 BP0350.and adjusted by the National Geodetic Survey in 1992..
 BP0350.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0350.rate of 1.1 thru 2.0 mm/km.
 BP0350
 BP0350.The geoid height was determined by GEOID03.
 BP0350
 BP0350.The dynamic height is computed by dividing the NAVD 88
 BP0350.geopotential number by the normal gravity value computed on the
 BP0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0350.degrees latitude (g = 980.6199 gals.).
 BP0350
 BP0350.The modeled gravity was interpolated from observed gravity values.
 BP0350
 BP0350;                    North         East    Units  Estimated Accuracy
 BP0350;SPC TXSC     - 4,285,990.      141,810.      MT  (+/- 180 meters Scaled)
 BP0350
 BP0350                          SUPERSEDED SURVEY CONTROL
 BP0350
 BP0350  NGVD 29 (??/??/92) 1468.055  (m)         4816.44   (f) ADJ UNCH    1 2
 BP0350
 BP0350.Superseded values are not recommended for survey control.
 BP0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0350.See file dsdata.txt to determine how the superseded data were derived.
 BP0350
 BP0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP186559(NAD 83)
 BP0350_MARKER: DB = BENCH MARK DISK
 BP0350_SETTING: 66 = SET IN ROCK OUTCROP
 BP0350_SP_SET: ROCK OUTCROP
 BP0350_STAMPING: Y 1103 1957
 BP0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0350+STABILITY: POSITION/ELEVATION WELL
 BP0350
 BP0350  HISTORY     - Date     Condition        Report By
 BP0350  HISTORY     - 1957     MONUMENTED       CGS
 BP0350
 BP0350                          STATION DESCRIPTION
 BP0350
 BP0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0350'6.8 MI SW FROM ALPINE.
 BP0350'ABOUT 6.8 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0350'FROM THE STATION AT ALPINE, 56 FEET SOUTH OF MILEPOST 614, IN THE TOP
 BP0350'OF A ROCK OUTCROP WHICH PROJECTS 1 FOOT ON THE WEST SIDE, 93 1/2 FEET
 BP0350'SOUTHEAST OF THE SOUTHEAST RAIL, 150 1/2 FEET WEST-SOUTHWEST OF A
 BP0350'POWER POLE NUMBER 17.2, 40 FEET SOUTHEAST OF A FENCE, AND ABOUT 3 FEET
 BP0350'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0123 ***********************************************************************
 BQ0123  DESIGNATION -  Y 1104
 BQ0123  PID         -  BQ0123
 BQ0123  STATE/COUNTY-  TX/PRESIDIO
 BQ0123  USGS QUAD   -  MARFA (1983)
 BQ0123
 BQ0123                         *CURRENT SURVEY CONTROL
 BQ0123  ___________________________________________________________________
 BQ0123* NAD 83(1986)-  30 19 37.     (N)    104 01 24.     (W)     SCALED    
 BQ0123* NAVD 88     -      1453.877  (meters)    4769.93   (feet)  ADJUSTED  
 BQ0123  ___________________________________________________________________
 BQ0123  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 BQ0123  DYNAMIC HT  -        1451.448 (meters)    4761.96  (feet)  COMP
 BQ0123  MODELED GRAV-     978,919.4   (mgal)                       NAVD 88
 BQ0123
 BQ0123  VERT ORDER  -  FIRST     CLASS II
 BQ0123
 BQ0123.The horizontal coordinates were scaled from a topographic map and have
 BQ0123.an estimated accuracy of +/- 6 seconds.
 BQ0123
 BQ0123.The orthometric height was determined by differential leveling
 BQ0123.and adjusted by the National Geodetic Survey in June 1991..
 BQ0123
 BQ0123.The geoid height was determined by GEOID03.
 BQ0123
 BQ0123.The dynamic height is computed by dividing the NAVD 88
 BQ0123.geopotential number by the normal gravity value computed on the
 BQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0123.degrees latitude (g = 980.6199 gals.).
 BQ0123
 BQ0123.The modeled gravity was interpolated from observed gravity values.
 BQ0123
 BQ0123;                    North         East    Units  Estimated Accuracy
 BQ0123;SPC TXSC     - 4,286,750.      117,060.      MT  (+/- 180 meters Scaled)
 BQ0123
 BQ0123                          SUPERSEDED SURVEY CONTROL
 BQ0123
 BQ0123  NGVD 29 (??/??/92) 1453.284  (m)         4767.98   (f) ADJ UNCH    1 2
 BQ0123
 BQ0123.Superseded values are not recommended for survey control.
 BQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0123.See file dsdata.txt to determine how the superseded data were derived.
 BQ0123
 BQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP938554(NAD 83)
 BQ0123_MARKER: DB = BENCH MARK DISK
 BQ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0123_STAMPING: Y 1104 1957
 BQ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0123+STABILITY: SURFACE MOTION
 BQ0123
 BQ0123  HISTORY     - Date     Condition        Report By
 BQ0123  HISTORY     - 1957     MONUMENTED       CGS
 BQ0123  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0123  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0123
 BQ0123                          STATION DESCRIPTION
 BQ0123
 BQ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0123'1.2 MI N FROM MARFA.
 BQ0123'1.2 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE TEXAS AND NEW ORLEANS
 BQ0123'RAILROAD STATION AT MARFA, 58 FEET WEST OF THE CENTER LINE OF THE
 BQ0123'HIGHWAY, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS NORTH-NORTHEAST
 BQ0123'AND SOUTH-SOUTHEAST, ON THE CREST OF A SLIGHT HILL, 2 1/2 FEET EAST OF
 BQ0123'A FENCE, 3 FEET SOUTH OF WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 BQ0123'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 BQ0123'6 INCHES.
 BQ0123
 BQ0123                          STATION RECOVERY (1981)
 BQ0123
 BQ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0123'NOTE=THERE HAS BEEN GRADING AT THIS LOCATION.
 BQ0123
 BQ0123                          STATION RECOVERY (1996)
 BQ0123
 BQ0123'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0119 ***********************************************************************
 BP0119  DESIGNATION -  Y 1105
 BP0119  PID         -  BP0119
 BP0119  STATE/COUNTY-  TX/BREWSTER
 BP0119  USGS QUAD   -  TESNUS SE (1968)
 BP0119
 BP0119                         *CURRENT SURVEY CONTROL
 BP0119  ___________________________________________________________________
 BP0119* NAD 83(1986)-  30 05 27.     (N)    102 52 12.     (W)     SCALED    
 BP0119* NAVD 88     -      1093.999  (meters)    3589.23   (feet)  ADJUSTED  
 BP0119  ___________________________________________________________________
 BP0119  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BP0119  DYNAMIC HT  -        1092.256 (meters)    3583.51  (feet)  COMP
 BP0119  MODELED GRAV-     979,011.3   (mgal)                       NAVD 88
 BP0119
 BP0119  VERT ORDER  -  FIRST     CLASS II
 BP0119
 BP0119.The horizontal coordinates were scaled from a topographic map and have
 BP0119.an estimated accuracy of +/- 6 seconds.
 BP0119
 BP0119.The orthometric height was determined by differential leveling
 BP0119.and adjusted by the National Geodetic Survey in June 1991..
 BP0119
 BP0119.The geoid height was determined by GEOID03.
 BP0119
 BP0119.The dynamic height is computed by dividing the NAVD 88
 BP0119.geopotential number by the normal gravity value computed on the
 BP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0119.degrees latitude (g = 980.6199 gals.).
 BP0119
 BP0119.The modeled gravity was interpolated from observed gravity values.
 BP0119
 BP0119;                    North         East    Units  Estimated Accuracy
 BP0119;SPC TXSC     - 4,256,370.      227,030.      MT  (+/- 180 meters Scaled)
 BP0119
 BP0119                          SUPERSEDED SURVEY CONTROL
 BP0119
 BP0119  NGVD 29 (??/??/92) 1093.686  (m)         3588.20   (f) ADJ UNCH    1 2
 BP0119
 BP0119.Superseded values are not recommended for survey control.
 BP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0119.See file dsdata.txt to determine how the superseded data were derived.
 BP0119
 BP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP052307(NAD 83)
 BP0119_MARKER: DB = BENCH MARK DISK
 BP0119_SETTING: 66 = SET IN ROCK OUTCROP
 BP0119_SP_SET: ROCK OUTCROP
 BP0119_STAMPING: Y 1105 1957
 BP0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0119+STABILITY: POSITION/ELEVATION WELL
 BP0119
 BP0119  HISTORY     - Date     Condition        Report By
 BP0119  HISTORY     - 1957     MONUMENTED       CGS
 BP0119
 BP0119                          STATION DESCRIPTION
 BP0119
 BP0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0119'16.85 MI SW FROM LONGFELLOW.
 BP0119'ABOUT 16.85 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0119'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 22 1/2 FEET EAST OF
 BP0119'MILEPOST 549, IN THE TOP OF A FLAT ROCK OUTCROP WHICH PROJECTS 5
 BP0119'INCHES ON THE NORTHEAST SIDE, 32 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 BP0119'RAIL, ON THE SOUTHWEST BANK OF AND NEAR THE NORTHWEST END OF A SMALL
 BP0119'CUT, 14 1/2 FEET NORTHEAST OF A FENCE, AND ABOUT 8 FEET ABOVE THE
 BP0119'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0321 ***********************************************************************
 AZ0321  DESIGNATION -  Y 1107
 AZ0321  PID         -  AZ0321
 AZ0321  STATE/COUNTY-  TX/TERRELL
 AZ0321  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0321
 AZ0321                         *CURRENT SURVEY CONTROL
 AZ0321  ___________________________________________________________________
 AZ0321* NAD 83(1986)-  29 58 41.     (N)    101 53 40.     (W)     SCALED    
 AZ0321* NAVD 88     -       510.750  (meters)    1675.69   (feet)  ADJUSTED  
 AZ0321  ___________________________________________________________________
 AZ0321  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AZ0321  DYNAMIC HT  -         509.988 (meters)    1673.19  (feet)  COMP
 AZ0321  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 AZ0321
 AZ0321  VERT ORDER  -  FIRST     CLASS II
 AZ0321
 AZ0321.The horizontal coordinates were scaled from a topographic map and have
 AZ0321.an estimated accuracy of +/- 6 seconds.
 AZ0321
 AZ0321.The orthometric height was determined by differential leveling
 AZ0321.and adjusted by the National Geodetic Survey in June 1991..
 AZ0321
 AZ0321.The geoid height was determined by GEOID03.
 AZ0321
 AZ0321.The dynamic height is computed by dividing the NAVD 88
 AZ0321.geopotential number by the normal gravity value computed on the
 AZ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0321.degrees latitude (g = 980.6199 gals.).
 AZ0321
 AZ0321.The modeled gravity was interpolated from observed gravity values.
 AZ0321
 AZ0321;                    North         East    Units  Estimated Accuracy
 AZ0321;SPC TXSC     - 4,241,150.      320,710.      MT  (+/- 180 meters Scaled)
 AZ0321
 AZ0321                          SUPERSEDED SURVEY CONTROL
 AZ0321
 AZ0321  NGVD 29 (??/??/92)  510.588  (m)         1675.15   (f) ADJ UNCH    1 2
 AZ0321
 AZ0321.Superseded values are not recommended for survey control.
 AZ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0321.See file dsdata.txt to determine how the superseded data were derived.
 AZ0321
 AZ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU207198(NAD 83)
 AZ0321_MARKER: DB = BENCH MARK DISK
 AZ0321_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0321_SP_SET: OUTCROP
 AZ0321_STAMPING: Y 1107 1957
 AZ0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0321+STABILITY: POSITION/ELEVATION WELL
 AZ0321
 AZ0321  HISTORY     - Date     Condition        Report By
 AZ0321  HISTORY     - 1957     MONUMENTED       CGS
 AZ0321  HISTORY     - 1958     GOOD             NGS
 AZ0321
 AZ0321                          STATION DESCRIPTION
 AZ0321
 AZ0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0321'16.05 MI SE FROM DRYDEN.
 AZ0321'ABOUT 16.05 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0321'FROM THE STATION AT DRYDEN, 61 FEET EAST OF THE 2ND POLE WEST OF
 AZ0321'MILEPOST 469, IN THE TOP OF A ROCK OUTCROP AT THE EAST END OF THE
 AZ0321'SOUTH BANK OF A CUT, 20 FEET SOUTH OF THE SOUTH RAIL, 29 FEET NORTH OF
 AZ0321'THE SOUTH RIGHT OF WAY FENCE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 AZ0321'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0223 ***********************************************************************
 BQ0223  DESIGNATION -  Y 1108
 BQ0223  PID         -  BQ0223
 BQ0223  STATE/COUNTY-  TX/CULBERSON
 BQ0223  USGS QUAD   -  BASS CANYON (1972)
 BQ0223
 BQ0223                         *CURRENT SURVEY CONTROL
 BQ0223  ___________________________________________________________________
 BQ0223* NAD 83(1986)-  30 56 25.     (N)    104 54 19.     (W)     SCALED    
 BQ0223* NAVD 88     -      1261.890  (meters)    4140.05   (feet)  ADJUSTED  
 BQ0223  ___________________________________________________________________
 BQ0223  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 BQ0223  DYNAMIC HT  -        1259.889 (meters)    4133.49  (feet)  COMP
 BQ0223  MODELED GRAV-     979,011.7   (mgal)                       NAVD 88
 BQ0223
 BQ0223  VERT ORDER  -  FIRST     CLASS II
 BQ0223
 BQ0223.The horizontal coordinates were scaled from a topographic map and have
 BQ0223.an estimated accuracy of +/- 6 seconds.
 BQ0223
 BQ0223.The orthometric height was determined by differential leveling
 BQ0223.and adjusted by the National Geodetic Survey in June 1991..
 BQ0223
 BQ0223.The geoid height was determined by GEOID03.
 BQ0223
 BQ0223.The dynamic height is computed by dividing the NAVD 88
 BQ0223.geopotential number by the normal gravity value computed on the
 BQ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0223.degrees latitude (g = 980.6199 gals.).
 BQ0223
 BQ0223.The modeled gravity was interpolated from observed gravity values.
 BQ0223
 BQ0223;                    North         East    Units  Estimated Accuracy
 BQ0223;SPC TX C     - 3,150,160.      263,260.      MT  (+/- 180 meters Scaled)
 BQ0223
 BQ0223                          SUPERSEDED SURVEY CONTROL
 BQ0223
 BQ0223  NGVD 29 (??/??/92) 1261.364  (m)         4138.33   (f) ADJ UNCH    1 2
 BQ0223
 BQ0223.Superseded values are not recommended for survey control.
 BQ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0223.See file dsdata.txt to determine how the superseded data were derived.
 BQ0223
 BQ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ090229(NAD 83)
 BQ0223_MARKER: DB = BENCH MARK DISK
 BQ0223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0223_SP_SET: 13 FEET
 BQ0223_STAMPING: Y 1108 1957
 BQ0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0223
 BQ0223  HISTORY     - Date     Condition        Report By
 BQ0223  HISTORY     - 1957     MONUMENTED       CGS
 BQ0223
 BQ0223                          STATION DESCRIPTION
 BQ0223
 BQ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0223'8.7 MI SE FROM HOT WELLS.
 BQ0223'ABOUT 8.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0223'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, ABOUT 9.4 MILES NORTHWEST
 BQ0223'OF THE COUNTY ROAD CROSSING AT LOBO, 103 FEET SOUTH OF MILEPOST 705,
 BQ0223'68 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5 1/2 POLES NORTHEAST OF A
 BQ0223'ROAD CROSSING, 2 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A
 BQ0223'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 BQ0223'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 BQ0223'DEPTH OF 13 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0009 ***********************************************************************
 BQ0009  DESIGNATION -  Y 1109 RESET 1958
 BQ0009  PID         -  BQ0009
 BQ0009  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0009  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0009
 BQ0009                         *CURRENT SURVEY CONTROL
 BQ0009  ___________________________________________________________________
 BQ0009* NAD 83(1986)-  30 33 33.     (N)    104 27 45.     (W)     SCALED    
 BQ0009* NAVD 88     -      1368.117  (meters)    4488.56   (feet)  ADJUSTED  
 BQ0009  ___________________________________________________________________
 BQ0009  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BQ0009  DYNAMIC HT  -        1365.852 (meters)    4481.13  (feet)  COMP
 BQ0009  MODELED GRAV-     978,938.3   (mgal)                       NAVD 88
 BQ0009
 BQ0009  VERT ORDER  -  FIRST     CLASS II
 BQ0009
 BQ0009.The horizontal coordinates were scaled from a topographic map and have
 BQ0009.an estimated accuracy of +/- 6 seconds.
 BQ0009
 BQ0009.The orthometric height was determined by differential leveling
 BQ0009.and adjusted by the National Geodetic Survey in June 1991..
 BQ0009.WARNING-Repeat measurements at this control monument indicate possible
 BQ0009.vertical movement.
 BQ0009
 BQ0009.The geoid height was determined by GEOID03.
 BQ0009
 BQ0009.The dynamic height is computed by dividing the NAVD 88
 BQ0009.geopotential number by the normal gravity value computed on the
 BQ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0009.degrees latitude (g = 980.6199 gals.).
 BQ0009
 BQ0009.The modeled gravity was interpolated from observed gravity values.
 BQ0009
 BQ0009;                    North         East    Units  Estimated Accuracy
 BQ0009;SPC TX C     - 3,106,290.      303,970.      MT  (+/- 180 meters Scaled)
 BQ0009
 BQ0009                          SUPERSEDED SURVEY CONTROL
 BQ0009
 BQ0009.No superseded survey control is available for this station.
 BQ0009
 BQ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP515808(NAD 83)
 BQ0009_MARKER: DB = BENCH MARK DISK
 BQ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0009_STAMPING: Y 1109 RESET 1958
 BQ0009_MARK LOGO: CGS   
 BQ0009_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0009+STABILITY: SURFACE MOTION
 BQ0009
 BQ0009  HISTORY     - Date     Condition        Report By
 BQ0009  HISTORY     - 1958     MONUMENTED       CGS
 BQ0009  HISTORY     - 1981     GOOD             NGS
 BQ0009  HISTORY     - 19961009 GOOD             USPSQD
 BQ0009
 BQ0009                          STATION DESCRIPTION
 BQ0009
 BQ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0009'2.75 MI SE FROM VALENTINE.
 BQ0009'ABOUT 2.75 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0009'FROM THE STATION AT VALENTINE, 2 FEET SOUTHWEST OF THE 1ST POLE
 BQ0009'NORTHWEST OF MILEPOST 665, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 BQ0009'112 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4 RAILS
 BQ0009'NORTHWEST OF A WOODEN BRIDGE, 2 FEET NORTHWEST OF A WHITE WOODEN
 BQ0009'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BQ0009'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0009
 BQ0009                          STATION RECOVERY (1981)
 BQ0009
 BQ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0009'5.2 KM (3.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0009'IN VALENTINE, 52.7 METERS (173.0 FT) NORTHWEST OF RAILROAD MILE POST
 BQ0009'665, 52.4 METERS (172.0 FT) WEST-NORTHWEST OF RAILROAD SEMAPHORE
 BQ0009'NUMBER 6650, 36.6 METERS (120.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 BQ0009'HIGHWAY, AND 14.0 METERS (46.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0009'SOUTHERN PACIFIC RAILROAD.
 BQ0009'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0009'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0009
 BQ0009                          STATION RECOVERY (1996)
 BQ0009
 BQ0009'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0527 ***********************************************************************
 CU0527  DESIGNATION -  Y 111
 CU0527  PID         -  CU0527
 CU0527  STATE/COUNTY-  TX/HOWARD
 CU0527  USGS QUAD   -  LEES (1971)
 CU0527
 CU0527                         *CURRENT SURVEY CONTROL
 CU0527  ___________________________________________________________________
 CU0527* NAD 83(1986)-  32 06 50.     (N)    101 26 55.     (W)     SCALED    
 CU0527* NAVD 88     -       845.899  (meters)    2775.25   (feet)  ADJUSTED  
 CU0527  ___________________________________________________________________
 CU0527  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 CU0527  DYNAMIC HT  -         844.735 (meters)    2771.43  (feet)  COMP
 CU0527  MODELED GRAV-     979,234.6   (mgal)                       NAVD 88
 CU0527
 CU0527  VERT ORDER  -  FIRST     CLASS II
 CU0527
 CU0527.The horizontal coordinates were scaled from a topographic map and have
 CU0527.an estimated accuracy of +/- 6 seconds.
 CU0527
 CU0527.The orthometric height was determined by differential leveling
 CU0527.and adjusted by the National Geodetic Survey in June 1991..
 CU0527
 CU0527.The geoid height was determined by GEOID03.
 CU0527
 CU0527.The dynamic height is computed by dividing the NAVD 88
 CU0527.geopotential number by the normal gravity value computed on the
 CU0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0527.degrees latitude (g = 980.6199 gals.).
 CU0527
 CU0527.The modeled gravity was interpolated from observed gravity values.
 CU0527
 CU0527;                    North         East    Units  Estimated Accuracy
 CU0527;SPC TXNC     - 2,053,500.      321,760.      MT  (+/- 180 meters Scaled)
 CU0527
 CU0527                          SUPERSEDED SURVEY CONTROL
 CU0527
 CU0527  NGVD 29 (??/??/92)  845.632  (m)         2774.38   (f) ADJ UNCH    1 2
 CU0527
 CU0527.Superseded values are not recommended for survey control.
 CU0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0527.See file dsdata.txt to determine how the superseded data were derived.
 CU0527
 CU0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA689556(NAD 83)
 CU0527_MARKER: DB = BENCH MARK DISK
 CU0527_SETTING: 66 = SET IN ROCK OUTCROP
 CU0527_SP_SET: BEDROCK
 CU0527_STAMPING: 2774.378 Y 111 1933
 CU0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0527+STABILITY: POSITION/ELEVATION WELL
 CU0527
 CU0527  HISTORY     - Date     Condition        Report By
 CU0527  HISTORY     - 1933     MONUMENTED       CGS
 CU0527
 CU0527                          STATION DESCRIPTION
 CU0527
 CU0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CU0527'11.6 MI SE FROM BIG SPRING.
 CU0527'11.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM BIG SPRING, HOWARD
 CU0527'COUNTY, ON THE OLD HIGHWAY, 0.7 MILE WEST OF A STORE, ON A CURVE, ON
 CU0527'THE WEST SIDE OF A SLOPE, 129 FEET SOUTH OF THE CENTER LINE OF THE OLD
 CU0527'HIGHWAY, AND IN BEDROCK MARKED BY A PYRAMID OF STONES.  A STANDARD
 CU0527'DISK, STAMPED 2774.378 Y 111 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0290 ***********************************************************************
 AZ0290  DESIGNATION -  Y 1110
 AZ0290  PID         -  AZ0290
 AZ0290  STATE/COUNTY-  TX/VAL VERDE
 AZ0290  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0290
 AZ0290                         *CURRENT SURVEY CONTROL
 AZ0290  ___________________________________________________________________
 AZ0290* NAD 83(1986)-  29 25 13.     (N)    101 02 18.     (W)     SCALED    
 AZ0290* NAVD 88     -       283.719  (meters)     930.83   (feet)  POSTED    
 AZ0290  ___________________________________________________________________
 AZ0290  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0290  DYNAMIC HT  -         283.300 (meters)     929.46  (feet)  COMP
 AZ0290  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 AZ0290
 AZ0290  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0290
 AZ0290.The horizontal coordinates were scaled from a topographic map and have
 AZ0290.an estimated accuracy of +/- 6 seconds.
 AZ0290
 AZ0290.The orthometric height was determined by differential leveling
 AZ0290.and adjusted by the National Geodetic Survey in 1992..
 AZ0290.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0290.rate of 0.0 thru 1.0 mm/km.
 AZ0290
 AZ0290.The geoid height was determined by GEOID03.
 AZ0290
 AZ0290.The dynamic height is computed by dividing the NAVD 88
 AZ0290.geopotential number by the normal gravity value computed on the
 AZ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0290.degrees latitude (g = 980.6199 gals.).
 AZ0290
 AZ0290.The modeled gravity was interpolated from observed gravity values.
 AZ0290
 AZ0290;                    North         East    Units  Estimated Accuracy
 AZ0290;SPC TXSC     - 4,177,600.      402,230.      MT  (+/- 180 meters Scaled)
 AZ0290
 AZ0290                          SUPERSEDED SURVEY CONTROL
 AZ0290
 AZ0290  NGVD 29 (??/??/92)  283.656  (m)          930.63   (f) ADJ UNCH    1 2
 AZ0290
 AZ0290.Superseded values are not recommended for survey control.
 AZ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0290.See file dsdata.txt to determine how the superseded data were derived.
 AZ0290
 AZ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT022562(NAD 83)
 AZ0290_MARKER: DB = BENCH MARK DISK
 AZ0290_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0290_SP_SET: CLIFF
 AZ0290_STAMPING: Y 1110 1957
 AZ0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0290+STABILITY: POSITION/ELEVATION WELL
 AZ0290
 AZ0290  HISTORY     - Date     Condition        Report By
 AZ0290  HISTORY     - 1957     MONUMENTED       CGS
 AZ0290  HISTORY     - 1958     GOOD             NGS
 AZ0290
 AZ0290                          STATION DESCRIPTION
 AZ0290
 AZ0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0290'10.4 MI NW FROM DEL RIO.
 AZ0290'ABOUT 10.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0290'FROM THE STATION AT DEL RIO, 9 FEET EAST OF MILEPOST 389, IN THE TOP
 AZ0290'OF THE BASE OF THE SOUTHWEST EDGE OF A ROCK CLIFF, 13 FEET NORTHEAST
 AZ0290'OF THE NORTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0260 ***********************************************************************
 AZ0260  DESIGNATION -  Y 1111
 AZ0260  PID         -  AZ0260
 AZ0260  STATE/COUNTY-  TX/VAL VERDE
 AZ0260  USGS QUAD   -  COMSTOCK (1972)
 AZ0260
 AZ0260                         *CURRENT SURVEY CONTROL
 AZ0260  ___________________________________________________________________
 AZ0260* NAD 83(1986)-  29 40 55.     (N)    101 09 47.     (W)     SCALED    
 AZ0260* NAVD 88     -       472.245  (meters)    1549.36   (feet)  ADJUSTED  
 AZ0260  ___________________________________________________________________
 AZ0260  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0260  DYNAMIC HT  -         471.554 (meters)    1547.09  (feet)  COMP
 AZ0260  MODELED GRAV-     979,165.4   (mgal)                       NAVD 88
 AZ0260
 AZ0260  VERT ORDER  -  FIRST     CLASS II
 AZ0260
 AZ0260.The horizontal coordinates were scaled from a topographic map and have
 AZ0260.an estimated accuracy of +/- 6 seconds.
 AZ0260
 AZ0260.The orthometric height was determined by differential leveling
 AZ0260.and adjusted by the National Geodetic Survey in June 1991..
 AZ0260
 AZ0260.The geoid height was determined by GEOID03.
 AZ0260
 AZ0260.The dynamic height is computed by dividing the NAVD 88
 AZ0260.geopotential number by the normal gravity value computed on the
 AZ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0260.degrees latitude (g = 980.6199 gals.).
 AZ0260
 AZ0260.The modeled gravity was interpolated from observed gravity values.
 AZ0260
 AZ0260;                    North         East    Units  Estimated Accuracy
 AZ0260;SPC TXSC     - 4,206,810.      390,670.      MT  (+/- 180 meters Scaled)
 AZ0260
 AZ0260                          SUPERSEDED SURVEY CONTROL
 AZ0260
 AZ0260  NGVD 29 (??/??/92)  472.138  (m)         1549.01   (f) ADJ UNCH    1 2
 AZ0260
 AZ0260.Superseded values are not recommended for survey control.
 AZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0260.See file dsdata.txt to determine how the superseded data were derived.
 AZ0260
 AZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT906855(NAD 83)
 AZ0260_MARKER: DB = BENCH MARK DISK
 AZ0260_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0260_SP_SET: LEDGE
 AZ0260_STAMPING: Y 1111 1957
 AZ0260_MARK LOGO: CGS   
 AZ0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0260+STABILITY: POSITION/ELEVATION WELL
 AZ0260
 AZ0260  HISTORY     - Date     Condition        Report By
 AZ0260  HISTORY     - 1957     MONUMENTED       CGS
 AZ0260  HISTORY     - 1958     GOOD             NGS
 AZ0260  HISTORY     - 1981     GOOD             NGS
 AZ0260  HISTORY     - 19980805 GOOD             USPSQD
 AZ0260
 AZ0260                          STATION DESCRIPTION
 AZ0260
 AZ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0260'0.8 MI SE FROM COMSTOCK.
 AZ0260'ABOUT 0.8 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0260'THE STATION AT COMSTOCK, 74 FEET EAST OF AND ACROSS THE TRACK FROM THE
 AZ0260'5TH POLE SOUTHEAST OF MILEPOST 413, IN THE TOP OF A ROCK LEDGE, 13
 AZ0260'FEET NORTHEAST OF THE NORTHEAST RAIL, 29 FEET SOUTH OF A TELEPHONE
 AZ0260'POLE, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE, AND ABOUT 4
 AZ0260'FEET ABOVE THE LEVEL OF THE TRACK.
 AZ0260
 AZ0260                          STATION RECOVERY (1981)
 AZ0260
 AZ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0260'1.1 KM (0.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH
 AZ0260'STATE HIGHWAY 163 IN COMSTOCK, 0.3 KM (0.2 MI) SOUTHEAST OF A PAVED
 AZ0260'ROAD LEADING WEST, IN TOP OF A ROCK LEDGE OF A SMALL CUT OF THE
 AZ0260'SOUTHERN PACIFIC RAILROAD SPUR TRACK, 10.2 METERS (33.5 FT) SOUTHWEST
 AZ0260'OF A FENCE, 9.6 METERS (31.5 FT) SOUTHEAST OF A UTILITY POLE, 4.0
 AZ0260'METERS (13.1 FT) NORTHEAST OF THE NEAR RAIL, 3.2 METERS (10.5 FT)
 AZ0260'SOUTHWEST OF THE CENTER OF A TRACK ROAD AND 0.6 METER (2.0 FT)
 AZ0260'NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE.
 AZ0260'THE MARK IS 1.2 M ABOVE THE TRACKS.
 AZ0260
 AZ0260                          STATION RECOVERY (1998)
 AZ0260
 AZ0260'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0239 ***********************************************************************
 BQ0239  DESIGNATION -  Y 1112 RESET 1958
 BQ0239  PID         -  BQ0239
 BQ0239  STATE/COUNTY-  TX/CULBERSON
 BQ0239  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0239
 BQ0239                         *CURRENT SURVEY CONTROL
 BQ0239  ___________________________________________________________________
 BQ0239* NAD 83(1986)-  30 58 16.     (N)    104 49 06.     (W)     SCALED    
 BQ0239* NAVD 88     -      1198.961  (meters)    3933.59   (feet)  ADJUSTED  
 BQ0239  ___________________________________________________________________
 BQ0239  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0239  DYNAMIC HT  -        1197.067 (meters)    3927.38  (feet)  COMP
 BQ0239  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 BQ0239
 BQ0239  VERT ORDER  -  FIRST     CLASS II
 BQ0239
 BQ0239.The horizontal coordinates were scaled from a topographic map and have
 BQ0239.an estimated accuracy of +/- 6 seconds.
 BQ0239
 BQ0239.The orthometric height was determined by differential leveling
 BQ0239.and adjusted by the National Geodetic Survey in June 1991..
 BQ0239
 BQ0239.The geoid height was determined by GEOID03.
 BQ0239
 BQ0239.The dynamic height is computed by dividing the NAVD 88
 BQ0239.geopotential number by the normal gravity value computed on the
 BQ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0239.degrees latitude (g = 980.6199 gals.).
 BQ0239
 BQ0239.The modeled gravity was interpolated from observed gravity values.
 BQ0239
 BQ0239;                    North         East    Units  Estimated Accuracy
 BQ0239;SPC TX C     - 3,153,240.      271,700.      MT  (+/- 180 meters Scaled)
 BQ0239
 BQ0239                          SUPERSEDED SURVEY CONTROL
 BQ0239
 BQ0239.No superseded survey control is available for this station.
 BQ0239
 BQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ173264(NAD 83)
 BQ0239_MARKER: DB = BENCH MARK DISK
 BQ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0239_STAMPING: Y 1112 RESET 1958
 BQ0239_MARK LOGO: CGS   
 BQ0239_PROJECTION: PROJECTING 5 CENTIMETERS
 BQ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0239+STABILITY: SURFACE MOTION
 BQ0239
 BQ0239  HISTORY     - Date     Condition        Report By
 BQ0239  HISTORY     - 1958     MONUMENTED       CGS
 BQ0239  HISTORY     - 1981     GOOD             NGS
 BQ0239
 BQ0239                          STATION DESCRIPTION
 BQ0239
 BQ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0239'5.05 MI S FROM VAN HORN.
 BQ0239'ABOUT 5.05 MILES SOUTH ALONG U. S. HIGHWAY 90 FROM THE JUNCTION OF U.
 BQ0239'S. HIGHWAY 80 AT VAN HORN, ABOUT 5.95 MILES NORTHWEST OF THE COUNTY
 BQ0239'ROAD CROSSING AT LOBO, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BQ0239'65 YARDS NORTH OF THE NORTH END OF A BRIDGE, 2 FEET EAST OF A FENCE,
 BQ0239'ABOUT MIDWAY BETWEEN TWO TELEPHONE POLES, 2 FEET NORTH OF A CONCRETE
 BQ0239'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 BQ0239'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0239
 BQ0239                          STATION RECOVERY (1981)
 BQ0239
 BQ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0239'7.3 KM (4.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0239'WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 59.4 METERS (195.0 FT)
 BQ0239'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A 12-CHANNEL CONCRETE
 BQ0239'CULVERT, 18.3 METERS (60.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 BQ0239'0.6 METERS (2.0 FT) EAST OF A FENCE AND 0.6 METER (2.0 FT) NORTH OF A
 BQ0239'3 FOOT HIGH CONCRETE WITNESS POST.
 BQ0239'THE MARK IS 0.6 METERS  SSW FROM A WITNESS POST.
 BQ0239'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0358 ***********************************************************************
 AZ0358  DESIGNATION -  Y 1113
 AZ0358  PID         -  AZ0358
 AZ0358  STATE/COUNTY-  TX/VAL VERDE
 AZ0358  USGS QUAD   -  LANGTRY (1973)
 AZ0358
 AZ0358                         *CURRENT SURVEY CONTROL
 AZ0358  ___________________________________________________________________
 AZ0358* NAD 83(1986)-  29 51 52.     (N)    101 37 25.     (W)     SCALED    
 AZ0358* NAVD 88     -       471.466  (meters)    1546.80   (feet)  ADJUSTED  
 AZ0358  ___________________________________________________________________
 AZ0358  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AZ0358  DYNAMIC HT  -         470.754 (meters)    1544.47  (feet)  COMP
 AZ0358  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 AZ0358
 AZ0358  VERT ORDER  -  FIRST     CLASS II
 AZ0358
 AZ0358.The horizontal coordinates were scaled from a topographic map and have
 AZ0358.an estimated accuracy of +/- 6 seconds.
 AZ0358
 AZ0358.The orthometric height was determined by differential leveling
 AZ0358.and adjusted by the National Geodetic Survey in June 1991..
 AZ0358
 AZ0358.The geoid height was determined by GEOID03.
 AZ0358
 AZ0358.The dynamic height is computed by dividing the NAVD 88
 AZ0358.geopotential number by the normal gravity value computed on the
 AZ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0358.degrees latitude (g = 980.6199 gals.).
 AZ0358
 AZ0358.The modeled gravity was interpolated from observed gravity values.
 AZ0358
 AZ0358;                    North         East    Units  Estimated Accuracy
 AZ0358;SPC TXSC     - 4,227,950.      346,560.      MT  (+/- 180 meters Scaled)
 AZ0358
 AZ0358                          SUPERSEDED SURVEY CONTROL
 AZ0358
 AZ0358  NGVD 29 (??/??/92)  471.323  (m)         1546.33   (f) ADJ UNCH    1 2
 AZ0358
 AZ0358.Superseded values are not recommended for survey control.
 AZ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0358.See file dsdata.txt to determine how the superseded data were derived.
 AZ0358
 AZ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU465066(NAD 83)
 AZ0358_MARKER: DB = BENCH MARK DISK
 AZ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0358_STAMPING: Y 1113 1957
 AZ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0358+STABILITY: SURFACE MOTION
 AZ0358
 AZ0358  HISTORY     - Date     Condition        Report By
 AZ0358  HISTORY     - 1957     MONUMENTED       CGS
 AZ0358  HISTORY     - 1958     GOOD             NGS
 AZ0358
 AZ0358                          STATION DESCRIPTION
 AZ0358
 AZ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0358'4.95 MI NW FROM LANGTRY.
 AZ0358'ABOUT 4.95 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0358'FROM THE STATION AT LANGTRY, 145 FEET WEST-SOUTHWEST OF THE 8TH POLE
 AZ0358'SOUTH-SOUTHEAST OF MILEPOST 448, 201 FEET WEST-SOUTHWEST OF THE NEAR
 AZ0358'RAIL, ON THE CREST OF A HILL BETWEEN TWO STEEP DRAWS, 3 TELEPHONE
 AZ0358'POLES NORTH OF THE NORTH END OF A DEEP CUT, 4 FEET SOUTH OF A CONCRETE
 AZ0358'WITNESS POST, 2 FEET WEST OF A FENCE LINE, ABOUT 5 FEET BELOW THE
 AZ0358'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 AZ0358'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0456 ***********************************************************************
 BP0456  DESIGNATION -  Y 1114
 BP0456  PID         -  BP0456
 BP0456  STATE/COUNTY-  TX/JEFF DAVIS
 BP0456  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0456
 BP0456                         *CURRENT SURVEY CONTROL
 BP0456  ___________________________________________________________________
 BP0456* NAD 83(1986)-  30 38 07.     (N)    103 51 17.     (W)     SCALED    
 BP0456* NAVD 88     -      1440.265  (meters)    4725.27   (feet)  ADJUSTED  
 BP0456  ___________________________________________________________________
 BP0456  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 BP0456  DYNAMIC HT  -        1437.942 (meters)    4717.65  (feet)  COMP
 BP0456  MODELED GRAV-     978,977.2   (mgal)                       NAVD 88
 BP0456  OBS GRAVITY -     978,976.8   (mgal)                       GRAV_OBS
 BP0456
 BP0456  VERT ORDER  -  FIRST     CLASS I
 BP0456
 BP0456.The horizontal coordinates were scaled from a topographic map and have
 BP0456.an estimated accuracy of +/- 6 seconds.
 BP0456
 BP0456.The orthometric height was determined by differential leveling
 BP0456.and adjusted by the National Geodetic Survey in June 1991..
 BP0456
 BP0456.The geoid height was determined by GEOID03.
 BP0456
 BP0456.The dynamic height is computed by dividing the NAVD 88
 BP0456.geopotential number by the normal gravity value computed on the
 BP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0456.degrees latitude (g = 980.6199 gals.).
 BP0456
 BP0456.The modeled gravity was interpolated from observed gravity values.
 BP0456.The observed gravity was obtained from relative gravimeter ties
 BP0456.to the IGSN71 gravity network.
 BP0456
 BP0456;                    North         East    Units  Estimated Accuracy
 BP0456;SPC TX C     - 3,112,720.      362,510.      MT  (+/- 180 meters Scaled)
 BP0456
 BP0456                          SUPERSEDED SURVEY CONTROL
 BP0456
 BP0456  NGVD 29 (??/??/92) 1439.739  (m)         4723.54   (f) ADJ UNCH    1 1
 BP0456
 BP0456.Superseded values are not recommended for survey control.
 BP0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0456.See file dsdata.txt to determine how the superseded data were derived.
 BP0456
 BP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP097897(NAD 83)
 BP0456_MARKER: DB = BENCH MARK DISK
 BP0456_SETTING: 66 = SET IN ROCK OUTCROP
 BP0456_SP_SET: ROCK OUTCROP
 BP0456_STAMPING: Y 1114 1958
 BP0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0456+STABILITY: POSITION/ELEVATION WELL
 BP0456
 BP0456  HISTORY     - Date     Condition        Report By
 BP0456  HISTORY     - 1958     MONUMENTED       CGS
 BP0456  HISTORY     - 1977     GOOD             NGS
 BP0456  HISTORY     - 1988     GOOD             USPSQD
 BP0456  HISTORY     - 1989     GOOD             USPSQD
 BP0456  HISTORY     - 19961011 GOOD             USPSQD
 BP0456
 BP0456                          STATION DESCRIPTION
 BP0456
 BP0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0456'4.1 MI NE FROM FORT DAVIS.
 BP0456'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0456'COURTHOUSE AT FORT DAVIS, IN THE TOP OF A ROCK OUTCROP, 66 FEET
 BP0456'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 134 FEET
 BP0456'WEST-NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE WEST CORNER OF A
 BP0456'LONG FRAME HOUSE, AT THE NORTH END OF A SMALL CLEARING, 7 FEET
 BP0456'WEST-NORTHWEST OF A FENCE, 1 1/2 FEET BELOW A ROCK LEDGE, 5 INCHES
 BP0456'ABOVE THE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 BP0456
 BP0456                          STATION RECOVERY (1977)
 BP0456
 BP0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0456'RECOVERED IN GOOD CONDITION.
 BP0456
 BP0456                          STATION RECOVERY (1988)
 BP0456
 BP0456'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0456'RECOVERED IN GOOD CONDITION.
 BP0456
 BP0456                          STATION RECOVERY (1989)
 BP0456
 BP0456'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0456'RECOVERED IN GOOD CONDITION.
 BP0456
 BP0456                          STATION RECOVERY (1996)
 BP0456
 BP0456'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0518 ***********************************************************************
 BP0518  DESIGNATION -  Y 1115
 BP0518  PID         -  BP0518
 BP0518  STATE/COUNTY-  TX/REEVES
 BP0518  USGS QUAD   -  TOYAHVALE (1972)
 BP0518
 BP0518                         *CURRENT SURVEY CONTROL
 BP0518  ___________________________________________________________________
 BP0518* NAD 83(1986)-  30 59 47.     (N)    103 45 38.     (W)     SCALED    
 BP0518* NAVD 88     -       980.343  (meters)    3216.34   (feet)  POSTED    
 BP0518  ___________________________________________________________________
 BP0518  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BP0518  DYNAMIC HT  -         978.860 (meters)    3211.48  (feet)  COMP
 BP0518  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 BP0518
 BP0518  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BP0518
 BP0518.The horizontal coordinates were scaled from a topographic map and have
 BP0518.an estimated accuracy of +/- 6 seconds.
 BP0518
 BP0518.The orthometric height was determined by differential leveling
 BP0518.and adjusted by the National Geodetic Survey in 1992..
 BP0518.No vertical observational check was made to the station.
 BP0518.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BP0518.was located on a no-check spur therefore a value was not computed.
 BP0518
 BP0518.The geoid height was determined by GEOID03.
 BP0518
 BP0518.The dynamic height is computed by dividing the NAVD 88
 BP0518.geopotential number by the normal gravity value computed on the
 BP0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0518.degrees latitude (g = 980.6199 gals.).
 BP0518
 BP0518.The modeled gravity was interpolated from observed gravity values.
 BP0518
 BP0518;                    North         East    Units  Estimated Accuracy
 BP0518;SPC TX C     - 3,152,450.      372,760.      MT  (+/- 180 meters Scaled)
 BP0518
 BP0518                          SUPERSEDED SURVEY CONTROL
 BP0518
 BP0518  NGVD 29 (??/??/92)  980.041  (m)         3215.35   (f) ADJ UNCH    2 0
 BP0518
 BP0518.Superseded values are not recommended for survey control.
 BP0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0518.See file dsdata.txt to determine how the superseded data were derived.
 BP0518
 BP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ183298(NAD 83)
 BP0518_MARKER: DB = BENCH MARK DISK
 BP0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0518_STAMPING: Y 1115 1958
 BP0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0518+STABILITY: SURFACE MOTION
 BP0518
 BP0518  HISTORY     - Date     Condition        Report By
 BP0518  HISTORY     - 1958     MONUMENTED       CGS
 BP0518  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0518
 BP0518                          STATION DESCRIPTION
 BP0518
 BP0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0518'1.35 MI NW FROM BALMORHEA.
 BP0518'ABOUT 0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 17
 BP0518'FROM THE POST OFFICE AT BALMOREA, THENCE 1.2 MILES NORTHWEST ALONG A
 BP0518'GRADED DIRT ROAD, 232 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BP0518'AT THE NORTHEAST END OF THE BALMORHEA AIRPORT, 277 FEET
 BP0518'NORTH-NORTHWEST OF THE CENTER LINE OF THE EAST-NORTHEAST END OF THE
 BP0518'ONLY RUNWAY, 81 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 6
 BP0518'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST WHICH IS NAILED TO A
 BP0518'POWER POLE, IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BP0518
 BP0518                          STATION RECOVERY (1996)
 BP0518
 BP0518'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0385 ***********************************************************************
 BO0385  DESIGNATION -  Y 1116
 BO0385  PID         -  BO0385
 BO0385  STATE/COUNTY-  TX/TERRELL
 BO0385  USGS QUAD   -  HORSEHEAD CANYON (1967)
 BO0385
 BO0385                         *CURRENT SURVEY CONTROL
 BO0385  ___________________________________________________________________
 BO0385* NAD 83(1986)-  30 31 04.     (N)    101 53 04.     (W)     SCALED    
 BO0385* NAVD 88     -       660.237  (meters)    2166.13   (feet)  ADJUSTED  
 BO0385  ___________________________________________________________________
 BO0385  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 BO0385  DYNAMIC HT  -         659.265 (meters)    2162.94  (feet)  COMP
 BO0385  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 BO0385
 BO0385  VERT ORDER  -  SECOND    CLASS 0
 BO0385
 BO0385.The horizontal coordinates were scaled from a topographic map and have
 BO0385.an estimated accuracy of +/- 6 seconds.
 BO0385
 BO0385.The orthometric height was determined by differential leveling
 BO0385.and adjusted by the National Geodetic Survey in June 1991..
 BO0385
 BO0385.The geoid height was determined by GEOID03.
 BO0385
 BO0385.The dynamic height is computed by dividing the NAVD 88
 BO0385.geopotential number by the normal gravity value computed on the
 BO0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0385.degrees latitude (g = 980.6199 gals.).
 BO0385
 BO0385.The modeled gravity was interpolated from observed gravity values.
 BO0385
 BO0385;                    North         East    Units  Estimated Accuracy
 BO0385;SPC TXSC     - 4,300,940.      323,150.      MT  (+/- 180 meters Scaled)
 BO0385
 BO0385                          SUPERSEDED SURVEY CONTROL
 BO0385
 BO0385  NGVD 29 (??/??/92)  660.015  (m)         2165.40   (f) ADJ UNCH    2 0
 BO0385
 BO0385.Superseded values are not recommended for survey control.
 BO0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0385.See file dsdata.txt to determine how the superseded data were derived.
 BO0385
 BO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU232797(NAD 83)
 BO0385_MARKER: DB = BENCH MARK DISK
 BO0385_SETTING: 66 = SET IN ROCK OUTCROP
 BO0385_SP_SET: OUTCROP
 BO0385_STAMPING: Y 1116 1958
 BO0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0385+STABILITY: POSITION/ELEVATION WELL
 BO0385
 BO0385  HISTORY     - Date     Condition        Report By
 BO0385  HISTORY     - 1958     MONUMENTED       CGS
 BO0385
 BO0385                          STATION DESCRIPTION
 BO0385
 BO0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0385'17.05 MI S FROM SHEFFIELD.
 BO0385'ABOUT 17.05 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0385'AT SHEFFIELD, IN THE TOP OF A LARGE ROCK OUTCROP WHICH PROJECTS 1 FOOT
 BO0385'ON THE SOUTHWEST SIDE, 178 FEET NORTHEAST OF THE CENTER LINE OF THE
 BO0385'HIGHWAY, NEAR THE BASE OF THE SOUTHWEST SIDE OF A ROCK BLUFF, 118 FEET
 BO0385'NORTHEAST OF THE NORTHEAST RIGHT OF WAY FENCE, AND ABOUT 5 1/2 FEET
 BO0385'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0299 ***********************************************************************
 CD0299  DESIGNATION -  Y 1117
 CD0299  PID         -  CD0299
 CD0299  STATE/COUNTY-  TX/CULBERSON
 CD0299  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0299
 CD0299                         *CURRENT SURVEY CONTROL
 CD0299  ___________________________________________________________________
 CD0299* NAD 83(1986)-  31 47 37.     (N)    104 51 10.     (W)     SCALED    
 CD0299* NAVD 88     -      1272.772  (meters)    4175.75   (feet)  ADJUSTED  
 CD0299  ___________________________________________________________________
 CD0299  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 CD0299  DYNAMIC HT  -        1270.842 (meters)    4169.42  (feet)  COMP
 CD0299  MODELED GRAV-     979,078.6   (mgal)                       NAVD 88
 CD0299
 CD0299  VERT ORDER  -  FIRST     CLASS I
 CD0299
 CD0299.The horizontal coordinates were scaled from a topographic map and have
 CD0299.an estimated accuracy of +/- 6 seconds.
 CD0299
 CD0299.The orthometric height was determined by differential leveling
 CD0299.and adjusted by the National Geodetic Survey in June 1991..
 CD0299
 CD0299.The geoid height was determined by GEOID03.
 CD0299
 CD0299.The dynamic height is computed by dividing the NAVD 88
 CD0299.geopotential number by the normal gravity value computed on the
 CD0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0299.degrees latitude (g = 980.6199 gals.).
 CD0299
 CD0299.The modeled gravity was interpolated from observed gravity values.
 CD0299
 CD0299;                    North         East    Units  Estimated Accuracy
 CD0299;SPC TX C     - 3,244,490.      272,120.      MT  (+/- 180 meters Scaled)
 CD0299
 CD0299                          SUPERSEDED SURVEY CONTROL
 CD0299
 CD0299  NGVD 29 (??/??/92) 1272.215  (m)         4173.93   (f) ADJ UNCH    1 1
 CD0299
 CD0299.Superseded values are not recommended for survey control.
 CD0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0299.See file dsdata.txt to determine how the superseded data were derived.
 CD0299
 CD0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER139175(NAD 83)
 CD0299_MARKER: DB = BENCH MARK DISK
 CD0299_SETTING: 66 = SET IN ROCK OUTCROP
 CD0299_SP_SET: OUTCROP
 CD0299_STAMPING: Y 1117 1958
 CD0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0299+STABILITY: POSITION/ELEVATION WELL
 CD0299
 CD0299  HISTORY     - Date     Condition        Report By
 CD0299  HISTORY     - 1958     MONUMENTED       CGS
 CD0299  HISTORY     - 1973     GOOD             USGS
 CD0299  HISTORY     - 1977     GOOD             NGS
 CD0299
 CD0299                          STATION DESCRIPTION
 CD0299
 CD0299'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0299'94.4 MI E FROM EL PASO.
 CD0299'ABOUT 94.4 MI EAST ALONG U.S. HWY 62 AND 180 FROM THE JCT. OF LOOP 16
 CD0299'AT EL PASO.  0.2 MI SE OF U.S. HWY 62 AND 180, 0.1 MI WEST OF STATE
 CD0299'HWY 54, ON THE CREST OF A LOW HILL, IN THE TOP OF A LARGE SANDSTONE
 CD0299'OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND.
 CD0299
 CD0299                          STATION RECOVERY (1977)
 CD0299
 CD0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0299'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0299'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 0.3 MILE
 CD0299'SOUTH ALONG STATE HIGHWAY 54, THENCE 0.1 MILE WEST ACROSS
 CD0299'COUNTRY, IN THE TOP OF A LARGE SANDSTONE OUTCROP AT THE
 CD0299'TOP OF THE CREST OF A LOW ROCKY HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0151 ***********************************************************************
 CE0151  DESIGNATION -  Y 1118
 CE0151  PID         -  CE0151
 CE0151  STATE/COUNTY-  TX/EL PASO
 CE0151  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0151
 CE0151                         *CURRENT SURVEY CONTROL
 CE0151  ___________________________________________________________________
 CE0151* NAD 83(1986)-  31 48 44.     (N)    106 13 21.     (W)     SCALED    
 CE0151* NAVD 88     -      1227.106  (meters)    4025.93   (feet)  ADJUSTED  
 CE0151  ___________________________________________________________________
 CE0151  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CE0151  DYNAMIC HT  -        1225.234 (meters)    4019.79  (feet)  COMP
 CE0151  MODELED GRAV-     979,071.9   (mgal)                       NAVD 88
 CE0151
 CE0151  VERT ORDER  -  FIRST     CLASS II
 CE0151
 CE0151.The horizontal coordinates were scaled from a topographic map and have
 CE0151.an estimated accuracy of +/- 6 seconds.
 CE0151
 CE0151.The orthometric height was determined by differential leveling
 CE0151.and adjusted by the National Geodetic Survey in June 1991..
 CE0151
 CE0151.The geoid height was determined by GEOID03.
 CE0151
 CE0151.The dynamic height is computed by dividing the NAVD 88
 CE0151.geopotential number by the normal gravity value computed on the
 CE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0151.degrees latitude (g = 980.6199 gals.).
 CE0151
 CE0151.The modeled gravity was interpolated from observed gravity values.
 CE0151
 CE0151;                    North         East    Units  Estimated Accuracy
 CE0151;SPC TX C     - 3,252,610.      142,650.      MT  (+/- 180 meters Scaled)
 CE0151
 CE0151                          SUPERSEDED SURVEY CONTROL
 CE0151
 CE0151  NGVD 29 (??/??/92) 1226.460  (m)         4023.81   (f) ADJ UNCH    1 2
 CE0151
 CE0151.Superseded values are not recommended for survey control.
 CE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0151.See file dsdata.txt to determine how the superseded data were derived.
 CE0151
 CE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR842202(NAD 83)
 CE0151_MARKER: DB = BENCH MARK DISK
 CE0151_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CE0151_SP_SET: 20 1/2 FEET
 CE0151_STAMPING: Y 1118 1958
 CE0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0151
 CE0151  HISTORY     - Date     Condition        Report By
 CE0151  HISTORY     - 1958     MONUMENTED       CGS
 CE0151  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0151
 CE0151                          STATION DESCRIPTION
 CE0151
 CE0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0151'11.8 MI E FROM EL PASO.
 CE0151'ABOUT 11.8 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0151'OF LOOP 16 AT EL PASO, 149 FEET SOUTH OF THE CENTER LINE OF THE
 CE0151'HIGHWAY, 0.6 MILE WEST OF THE JUNCTION OF FARM ROAD 659, 2 FEET NORTH
 CE0151'OF A FENCE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 CE0151'THE HIGHWAY, ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A
 CE0151'DEPTH OF 20 1/2 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
 CE0151
 CE0151                          STATION RECOVERY (1981)
 CE0151
 CE0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0463 ***********************************************************************
 CD0463  DESIGNATION -  Y 1119
 CD0463  PID         -  CD0463
 CD0463  STATE/COUNTY-  TX/HUDSPETH
 CD0463  USGS QUAD   -  DELL CITY (1984)
 CD0463
 CD0463                         *CURRENT SURVEY CONTROL
 CD0463  ___________________________________________________________________
 CD0463* NAD 83(1986)-  31 56 21.     (N)    105 12 00.     (W)     SCALED    
 CD0463* NAVD 88     -      1128.352  (meters)    3701.93   (feet)  POSTED    
 CD0463  ___________________________________________________________________
 CD0463  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 CD0463  DYNAMIC HT  -        1126.700 (meters)    3696.51  (feet)  COMP
 CD0463  MODELED GRAV-     979,135.7   (mgal)                       NAVD 88
 CD0463
 CD0463  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0463
 CD0463.The horizontal coordinates were scaled from a topographic map and have
 CD0463.an estimated accuracy of +/- 6 seconds.
 CD0463
 CD0463.The orthometric height was determined by differential leveling
 CD0463.and adjusted by the National Geodetic Survey in 1992..
 CD0463.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0463.rate of 0.0 thru 1.0 mm/km.
 CD0463
 CD0463.The geoid height was determined by GEOID03.
 CD0463
 CD0463.The dynamic height is computed by dividing the NAVD 88
 CD0463.geopotential number by the normal gravity value computed on the
 CD0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0463.degrees latitude (g = 980.6199 gals.).
 CD0463
 CD0463.The modeled gravity was interpolated from observed gravity values.
 CD0463
 CD0463;                    North         East    Units  Estimated Accuracy
 CD0463;SPC TX C     - 3,262,000.      239,970.      MT  (+/- 180 meters Scaled)
 CD0463
 CD0463                          SUPERSEDED SURVEY CONTROL
 CD0463
 CD0463  NGVD 29 (??/??/92) 1127.861  (m)         3700.32   (f) ADJ UNCH    2 0
 CD0463
 CD0463.Superseded values are not recommended for survey control.
 CD0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0463.See file dsdata.txt to determine how the superseded data were derived.
 CD0463
 CD0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR810337(NAD 83)
 CD0463_MARKER: DB = BENCH MARK DISK
 CD0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0463_STAMPING: Y 1119 1958
 CD0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0463+STABILITY: SURFACE MOTION
 CD0463
 CD0463  HISTORY     - Date     Condition        Report By
 CD0463  HISTORY     - 1958     MONUMENTED       CGS
 CD0463
 CD0463                          STATION DESCRIPTION
 CD0463
 CD0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0463'0.2 MI N FROM DELL CITY.
 CD0463'ABOUT 0.2 MILE NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT DELL
 CD0463'CITY, 53 FEET EAST OF THE CENTER LINE OF THE ROAD, AT THE DELL CITY
 CD0463'PUBLIC SCHOOL, 40 FEET WEST OF THE WEST ENTRANCE TO THE BUILDING, 4
 CD0463'FEET SOUTHEAST OF A STREET LIGHT POLE, 6 INCHES NORTH OF THE NORTHWEST
 CD0463'CORNER OF THE CONCRETE APPROACH TO THE BUILDING, ABOUT 1 FOOT BELOW
 CD0463'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 CD0463'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0156 ***********************************************************************
 CV0156  DESIGNATION -  Y 1120
 CV0156  PID         -  CV0156
 CV0156  STATE/COUNTY-  TX/ANDREWS
 CV0156  USGS QUAD   -  NORTH COWDEN NW (1968)
 CV0156
 CV0156                         *CURRENT SURVEY CONTROL
 CV0156  ___________________________________________________________________
 CV0156* NAD 83(1986)-  32 11 41.     (N)    102 43 12.     (W)     SCALED    
 CV0156* NAVD 88     -       989.950  (meters)    3247.86   (feet)  ADJUSTED  
 CV0156  ___________________________________________________________________
 CV0156  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CV0156  DYNAMIC HT  -         988.576 (meters)    3243.35  (feet)  COMP
 CV0156  MODELED GRAV-     979,217.4   (mgal)                       NAVD 88
 CV0156
 CV0156  VERT ORDER  -  SECOND    CLASS 0
 CV0156
 CV0156.The horizontal coordinates were scaled from a topographic map and have
 CV0156.an estimated accuracy of +/- 6 seconds.
 CV0156
 CV0156.The orthometric height was determined by differential leveling
 CV0156.and adjusted by the National Geodetic Survey in June 1991..
 CV0156
 CV0156.The geoid height was determined by GEOID03.
 CV0156
 CV0156.The dynamic height is computed by dividing the NAVD 88
 CV0156.geopotential number by the normal gravity value computed on the
 CV0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0156.degrees latitude (g = 980.6199 gals.).
 CV0156
 CV0156.The modeled gravity was interpolated from observed gravity values.
 CV0156
 CV0156;                    North         East    Units  Estimated Accuracy
 CV0156;SPC TXNC     - 2,066,550.      202,200.      MT  (+/- 180 meters Scaled)
 CV0156
 CV0156                          SUPERSEDED SURVEY CONTROL
 CV0156
 CV0156  NGVD 29 (??/??/92)  989.533  (m)         3246.49   (f) ADJ UNCH    2 0
 CV0156
 CV0156.Superseded values are not recommended for survey control.
 CV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0156.See file dsdata.txt to determine how the superseded data were derived.
 CV0156
 CV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR149642(NAD 83)
 CV0156_MARKER: DB = BENCH MARK DISK
 CV0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0156_STAMPING: Y 1120 1958
 CV0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0156+STABILITY: SURFACE MOTION
 CV0156
 CV0156  HISTORY     - Date     Condition        Report By
 CV0156  HISTORY     - 1958     MONUMENTED       CGS
 CV0156
 CV0156                          STATION DESCRIPTION
 CV0156
 CV0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0156'13.5 MI SW FROM ANDREWS.
 CV0156'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0156'COURTHOUSE AT ANDREWS, THENCE 13.4 MILES SOUTHWEST ALONG STATE HIGHWAY
 CV0156'115, 90 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 91 FEET
 CV0156'SOUTH OF A POWER POLE WITH TRANSFORMER, 17 FEET SOUTHWEST OF THE
 CV0156'CENTER LINE OF A DIRT ROAD LEADING NORTHWEST, 4 FEET NORTHWEST OF THE
 CV0156'OFFSET FENCE FOR THE CATTLE GUARD, 4 FEET SOUTHWEST OF THE SOUTHWEST
 CV0156'END OF THE CATTLE GUARD, 2 FEET SOUTHWEST OF A METAL WITNESS POST,
 CV0156'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0156'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0077 ***********************************************************************
 CV0077  DESIGNATION -  Y 1125
 CV0077  PID         -  CV0077
 CV0077  STATE/COUNTY-  TX/ANDREWS
 CV0077  USGS QUAD   -  FIVE WELLS RANCH SE (1971)
 CV0077
 CV0077                         *CURRENT SURVEY CONTROL
 CV0077  ___________________________________________________________________
 CV0077* NAD 83(1986)-  32 19 28.     (N)    102 17 31.     (W)     SCALED    
 CV0077* NAVD 88     -       912.525  (meters)    2993.84   (feet)  POSTED    
 CV0077  ___________________________________________________________________
 CV0077  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CV0077  DYNAMIC HT  -         911.250 (meters)    2989.66  (feet)  COMP
 CV0077  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 CV0077
 CV0077  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0077
 CV0077.The horizontal coordinates were scaled from a topographic map and have
 CV0077.an estimated accuracy of +/- 6 seconds.
 CV0077
 CV0077.The orthometric height was determined by differential leveling
 CV0077.and adjusted by the National Geodetic Survey in 1992..
 CV0077.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0077.rate of 3.1 thru 4.0 mm/km.
 CV0077
 CV0077.The geoid height was determined by GEOID03.
 CV0077
 CV0077.The dynamic height is computed by dividing the NAVD 88
 CV0077.geopotential number by the normal gravity value computed on the
 CV0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0077.degrees latitude (g = 980.6199 gals.).
 CV0077
 CV0077.The modeled gravity was interpolated from observed gravity values.
 CV0077
 CV0077;                    North         East    Units  Estimated Accuracy
 CV0077;SPC TXNC     - 2,079,390.      243,050.      MT  (+/- 180 meters Scaled)
 CV0077
 CV0077                          SUPERSEDED SURVEY CONTROL
 CV0077
 CV0077  NGVD 29 (??/??/92)  912.144  (m)         2992.59   (f) ADJ UNCH    2 0
 CV0077
 CV0077.Superseded values are not recommended for survey control.
 CV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0077.See file dsdata.txt to determine how the superseded data were derived.
 CV0077
 CV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR549796(NAD 83)
 CV0077_MARKER: DB = BENCH MARK DISK
 CV0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0077_STAMPING: Y 1125 1958
 CV0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0077+STABILITY: SURFACE MOTION
 CV0077
 CV0077  HISTORY     - Date     Condition        Report By
 CV0077  HISTORY     - 1958     MONUMENTED       CGS
 CV0077
 CV0077                          STATION DESCRIPTION
 CV0077
 CV0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0077'14.9 MI E FROM ANDREWS.
 CV0077'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0077'COURTHOUSE AT ANDREWS, THENCE 14.8 MILES EAST ALONG STATE HIGHWAY 176,
 CV0077'59 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET EAST OF A TEE
 CV0077'FENCE CORNER, 1 1/2 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 1 1/2
 CV0077'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CV0077'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0103 ***********************************************************************
 CV0103  DESIGNATION -  Y 1126
 CV0103  PID         -  CV0103
 CV0103  STATE/COUNTY-  TX/MARTIN
 CV0103  USGS QUAD   -  MABEE RANCH (1966)
 CV0103
 CV0103                         *CURRENT SURVEY CONTROL
 CV0103  ___________________________________________________________________
 CV0103* NAD 83(1986)-  32 12 18.     (N)    102 07 54.     (W)     SCALED    
 CV0103* NAVD 88     -       864.794  (meters)    2837.24   (feet)  ADJUSTED  
 CV0103  ___________________________________________________________________
 CV0103  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0103  DYNAMIC HT  -         863.579 (meters)    2833.26  (feet)  COMP
 CV0103  MODELED GRAV-     979,205.4   (mgal)                       NAVD 88
 CV0103
 CV0103  VERT ORDER  -  SECOND    CLASS 0
 CV0103
 CV0103.The horizontal coordinates were scaled from a topographic map and have
 CV0103.an estimated accuracy of +/- 6 seconds.
 CV0103
 CV0103.The orthometric height was determined by differential leveling
 CV0103.and adjusted by the National Geodetic Survey in June 1991..
 CV0103
 CV0103.The geoid height was determined by GEOID03.
 CV0103
 CV0103.The dynamic height is computed by dividing the NAVD 88
 CV0103.geopotential number by the normal gravity value computed on the
 CV0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0103.degrees latitude (g = 980.6199 gals.).
 CV0103
 CV0103.The modeled gravity was interpolated from observed gravity values.
 CV0103
 CV0103;                    North         East    Units  Estimated Accuracy
 CV0103;SPC TXNC     - 2,065,620.      257,670.      MT  (+/- 180 meters Scaled)
 CV0103
 CV0103                          SUPERSEDED SURVEY CONTROL
 CV0103
 CV0103  NGVD 29 (??/??/92)  864.433  (m)         2836.06   (f) ADJ UNCH    2 0
 CV0103
 CV0103.Superseded values are not recommended for survey control.
 CV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0103.See file dsdata.txt to determine how the superseded data were derived.
 CV0103
 CV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR703667(NAD 83)
 CV0103_MARKER: DB = BENCH MARK DISK
 CV0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0103_STAMPING: Y 1126 1958
 CV0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0103+STABILITY: SURFACE MOTION
 CV0103
 CV0103  HISTORY     - Date     Condition        Report By
 CV0103  HISTORY     - 1958     MONUMENTED       CGS
 CV0103  HISTORY     - 20030103 POOR             TXDOT
 CV0103
 CV0103                          STATION DESCRIPTION
 CV0103
 CV0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0103'14.7 MI NW FROM MIDLAND.
 CV0103'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0103'MIDLAND, THENCE 14.6 MILES NORTHWEST ALONG STATE HIGHWAY 349, 64 FEET
 CV0103'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.25 MILE SOUTHEAST
 CV0103'OF TWO STEEL GATES ON OPPOSITE SIDES OF THE HIGHWAY, 59 1/2 FEET SOUTH
 CV0103'OF A TELEPHONE POLE, 1 1/2 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF
 CV0103'WAY FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CV0103'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CV0103'INCHES.
 CV0103
 CV0103                          STATION RECOVERY (2003)
 CV0103
 CV0103'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0103'DISK STILL INTACT, CONCRETE POST HAS BEEN COMPLETELY UPROOTED, LAYING
 CV0103'ON SIDE, JUST INSIDE EAST RIGHT-OF-WAY FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0029 ***********************************************************************
 CV0029  DESIGNATION -  Y 1127
 CV0029  PID         -  CV0029
 CV0029  STATE/COUNTY-  TX/MARTIN
 CV0029  USGS QUAD   -  PATRICIA (1970)
 CV0029
 CV0029                         *CURRENT SURVEY CONTROL
 CV0029  ___________________________________________________________________
 CV0029* NAD 83(1986)-  32 30 30.     (N)    102 02 48.     (W)     SCALED    
 CV0029* NAVD 88     -       891.896  (meters)    2926.16   (feet)  ADJUSTED  
 CV0029  ___________________________________________________________________
 CV0029  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CV0029  DYNAMIC HT  -         890.680 (meters)    2922.17  (feet)  COMP
 CV0029  MODELED GRAV-     979,244.5   (mgal)                       NAVD 88
 CV0029
 CV0029  VERT ORDER  -  SECOND    CLASS 0
 CV0029
 CV0029.The horizontal coordinates were scaled from a topographic map and have
 CV0029.an estimated accuracy of +/- 6 seconds.
 CV0029
 CV0029.The orthometric height was determined by differential leveling
 CV0029.and adjusted by the National Geodetic Survey in June 1991..
 CV0029
 CV0029.The geoid height was determined by GEOID03.
 CV0029
 CV0029.The dynamic height is computed by dividing the NAVD 88
 CV0029.geopotential number by the normal gravity value computed on the
 CV0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0029.degrees latitude (g = 980.6199 gals.).
 CV0029
 CV0029.The modeled gravity was interpolated from observed gravity values.
 CV0029
 CV0029;                    North         East    Units  Estimated Accuracy
 CV0029;SPC TXNC     - 2,098,960.      266,820.      MT  (+/- 180 meters Scaled)
 CV0029
 CV0029                          SUPERSEDED SURVEY CONTROL
 CV0029
 CV0029  NGVD 29 (??/??/92)  891.559  (m)         2925.06   (f) ADJ UNCH    2 0
 CV0029
 CV0029.Superseded values are not recommended for survey control.
 CV0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0029.See file dsdata.txt to determine how the superseded data were derived.
 CV0029
 CV0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS774006(NAD 83)
 CV0029_MARKER: DB = BENCH MARK DISK
 CV0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0029_SP_SET: CULVERT
 CV0029_STAMPING: Y 1127 1958
 CV0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0029
 CV0029  HISTORY     - Date     Condition        Report By
 CV0029  HISTORY     - 1958     MONUMENTED       CGS
 CV0029  HISTORY     - 1966     GOOD             USGS
 CV0029  HISTORY     - 20030106 MARK NOT FOUND   TXDOT
 CV0029
 CV0029                          STATION DESCRIPTION
 CV0029
 CV0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0029'16.95 MI SW FROM LAMESA.
 CV0029'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0029'AT LAMESA, THENCE 16.45 MILES SOUTHWEST ALONG STATE HIGHWAY 349, IN
 CV0029'THE TOP AND CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF A PIPE
 CV0029'CULVERT, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 CV0029'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 CV0029
 CV0029                          STATION RECOVERY (1966)
 CV0029
 CV0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CV0029'RECOVERED IN GOOD CONDITION.
 CV0029
 CV0029                          STATION RECOVERY (2003)
 CV0029
 CV0029'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0288 ***********************************************************************
 EM0288  DESIGNATION -  Y 113
 EM0288  PID         -  EM0288
 EM0288  STATE/COUNTY-  TX/WILBARGER
 EM0288  USGS QUAD   -  VERNON (1983)
 EM0288
 EM0288                         *CURRENT SURVEY CONTROL
 EM0288  ___________________________________________________________________
 EM0288* NAD 83(1986)-  34 09 12.     (N)    099 17 03.     (W)     SCALED    
 EM0288* NAVD 88     -       371.243  (meters)    1217.99   (feet)  ADJUSTED  
 EM0288  ___________________________________________________________________
 EM0288  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EM0288  DYNAMIC HT  -         370.825 (meters)    1216.62  (feet)  COMP
 EM0288  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 EM0288
 EM0288  VERT ORDER  -  FIRST     CLASS II
 EM0288
 EM0288.The horizontal coordinates were scaled from a topographic map and have
 EM0288.an estimated accuracy of +/- 6 seconds.
 EM0288
 EM0288.The orthometric height was determined by differential leveling
 EM0288.and adjusted by the National Geodetic Survey in June 1991..
 EM0288.WARNING-Repeat measurements at this control monument indicate possible
 EM0288.vertical movement.
 EM0288
 EM0288.The geoid height was determined by GEOID03.
 EM0288
 EM0288.The dynamic height is computed by dividing the NAVD 88
 EM0288.geopotential number by the normal gravity value computed on the
 EM0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0288.degrees latitude (g = 980.6199 gals.).
 EM0288
 EM0288.The modeled gravity was interpolated from observed gravity values.
 EM0288
 EM0288;                    North         East    Units  Estimated Accuracy
 EM0288;SPC TXNC     - 2,276,040.      527,680.      MT  (+/- 180 meters Scaled)
 EM0288
 EM0288                          SUPERSEDED SURVEY CONTROL
 EM0288
 EM0288  NGVD 29 (??/??/92)  371.103  (m)         1217.53   (f) ADJ UNCH    1 2
 EM0288
 EM0288.Superseded values are not recommended for survey control.
 EM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0288.See file dsdata.txt to determine how the superseded data were derived.
 EM0288
 EM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC738791(NAD 83)
 EM0288_MARKER: DB = BENCH MARK DISK
 EM0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0288_SP_SET: STEP
 EM0288_STAMPING: 1217.527 Y 113 1933
 EM0288_MARK LOGO: CGS   
 EM0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0288
 EM0288  HISTORY     - Date     Condition        Report By
 EM0288  HISTORY     - 1933     MONUMENTED       CGS
 EM0288  HISTORY     - 1957     GOOD             NGS
 EM0288  HISTORY     - 1984     GOOD             NGS
 EM0288  HISTORY     - 20050518 GOOD             USPSQD
 EM0288
 EM0288                          STATION DESCRIPTION
 EM0288
 EM0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0288'IN VERNON.
 EM0288'AT VERNON, WILBARGER COUNTY, AT THE COUNTY COURTHOUSE, AT THE NORTH
 EM0288'ENTRANCE, AND IN THE SECOND STEP ON THE EAST SIDE.  A STANDARD DISK,
 EM0288'STAMPED 1217.527 Y 113 1933.
 EM0288
 EM0288                          STATION RECOVERY (1984)
 EM0288
 EM0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0288'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN VERNON, AT
 EM0288'THE INTERSECTION OF CUMBERLAND AND PEASE STREETS, IN THE EAST END OF
 EM0288'THE SECOND CONCRETE STEP OF THE NORTH ENTRANCE TO THE COUNTY
 EM0288'COURTHOUSE, 33.0 METERS (108.3 FT) WEST OF THE WEST CURB OF THE
 EM0288'STREET, 18.6 METERS (61.0 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER
 EM0288'OF THE COURTHOUSE, 14.7 METERS (48.2 FT) SOUTH OF THE SOUTH CURB OF
 EM0288'THE STREET, AND 5.5 METERS (18.0 FT) NORTHEAST OF THE CENTER OF THE
 EM0288'ENTRANCE.
 EM0288'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
 EM0288
 EM0288                          STATION RECOVERY (2005)
 EM0288
 EM0288'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EM0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1097 ***********************************************************************
 FL1097  DESIGNATION -  Y 1131
 FL1097  PID         -  FL1097
 FL1097  STATE/COUNTY-  TX/RANDALL
 FL1097  USGS QUAD   -  AMARILLO EAST (1973)
 FL1097
 FL1097                         *CURRENT SURVEY CONTROL
 FL1097  ___________________________________________________________________
 FL1097* NAD 83(1986)-  35 10 09.     (N)    101 49 43.     (W)     SCALED    
 FL1097* NAVD 88     -      1108.840  (meters)    3637.92   (feet)  ADJUSTED  
 FL1097  ___________________________________________________________________
 FL1097  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL1097  DYNAMIC HT  -        1107.519 (meters)    3633.59  (feet)  COMP
 FL1097  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 FL1097
 FL1097  VERT ORDER  -  FIRST     CLASS II
 FL1097
 FL1097.This mark is at Tradewind (TDW) Airport (TDW)
 FL1097
 FL1097.The horizontal coordinates were scaled from a topographic map and have
 FL1097.an estimated accuracy of +/- 6 seconds.
 FL1097
 FL1097.The orthometric height was determined by differential leveling
 FL1097.and adjusted by the National Geodetic Survey in June 1991..
 FL1097
 FL1097.The geoid height was determined by GEOID03.
 FL1097
 FL1097.The dynamic height is computed by dividing the NAVD 88
 FL1097.geopotential number by the normal gravity value computed on the
 FL1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1097.degrees latitude (g = 980.6199 gals.).
 FL1097
 FL1097.The modeled gravity was interpolated from observed gravity values.
 FL1097
 FL1097;                    North         East    Units  Estimated Accuracy
 FL1097;SPC TX N     - 1,129,750.      170,070.      MT  (+/- 180 meters Scaled)
 FL1097
 FL1097                          SUPERSEDED SURVEY CONTROL
 FL1097
 FL1097  NGVD 29 (??/??/92) 1108.302  (m)         3636.15   (f) ADJ UNCH    1 2
 FL1097
 FL1097.Superseded values are not recommended for survey control.
 FL1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1097.See file dsdata.txt to determine how the superseded data were derived.
 FL1097
 FL1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD423954(NAD 83)
 FL1097_MARKER: DB = BENCH MARK DISK
 FL1097_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FL1097+WITH SETTING: PAVEMENT
 FL1097_STAMPING: Y 1131 1958
 FL1097_MARK LOGO: CGS   
 FL1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1097+STABILITY: SURFACE MOTION
 FL1097
 FL1097  HISTORY     - Date     Condition        Report By
 FL1097  HISTORY     - 1958     MONUMENTED       CGS
 FL1097  HISTORY     - 1984     GOOD             NGS
 FL1097
 FL1097                          STATION DESCRIPTION
 FL1097
 FL1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1097'3.2 MI S FROM AMARILLO.
 FL1097'ABOUT 2.25 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1097'THE STATION AT AMARILLO, THENCE ABOUT 0.35 MILE EAST ALONG AN ASPHALT
 FL1097'ROAD, THENCE ABOUT 0.6 MILE SOUTH ALONG AN ASPHALT ROAD, AT THE
 FL1097'TRADEWIND AIRPORT, IN THE TOP OF THE CONCRETE FOOTING OF THE EAST END
 FL1097'OF HANGAR NO. 1, AND 26 FEET WEST OF THE SOUTHEAST CORNER OF THE
 FL1097'HANGAR.
 FL1097
 FL1097                          STATION RECOVERY (1984)
 FL1097
 FL1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2515 ***********************************************************************
 AW2515  DESIGNATION -  Y 1134
 AW2515  PID         -  AW2515
 AW2515  STATE/COUNTY-  TX/CHAMBERS
 AW2515  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW2515
 AW2515                         *CURRENT SURVEY CONTROL
 AW2515  ___________________________________________________________________
 AW2515* NAD 83(1986)-  29 43 36.     (N)    094 22 32.     (W)     SCALED    
 AW2515* NAVD 88     -         4.03   (+/-2cm)      13.2    (feet)  VERTCON   
 AW2515  ___________________________________________________________________
 AW2515  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2515
 AW2515  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2515
 AW2515.The horizontal coordinates were scaled from a topographic map and have
 AW2515.an estimated accuracy of +/- 6 seconds.
 AW2515
 AW2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2515.The vertical order pertains to the NGVD 29 superseded value.
 AW2515
 AW2515.The geoid height was determined by GEOID03.
 AW2515
 AW2515;                    North         East    Units  Estimated Accuracy
 AW2515;SPC TXSC     - 4,218,680.    1,047,250.      MT  (+/- 180 meters Scaled)
 AW2515
 AW2515                          SUPERSEDED SURVEY CONTROL
 AW2515
 AW2515  NGVD 29 (??/??/92)    4.027  (m)           13.21   (f) ADJ UNCH    1 2
 AW2515
 AW2515.Superseded values are not recommended for survey control.
 AW2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2515.See file dsdata.txt to determine how the superseded data were derived.
 AW2515
 AW2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN669892(NAD 83)
 AW2515_MARKER: DB = BENCH MARK DISK
 AW2515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2515_SP_SET: 48 FT.
 AW2515_STAMPING: Y 1134 1958
 AW2515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2515
 AW2515  HISTORY     - Date     Condition        Report By
 AW2515  HISTORY     - 1958     MONUMENTED       CGS
 AW2515  HISTORY     - 1971     GOOD             NGS
 AW2515  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW2515  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2515  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2515  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2515
 AW2515                          STATION DESCRIPTION
 AW2515
 AW2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2515'4.6 MI S FROM STOWELL.
 AW2515'ABOUT 4.6 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2515'STOWELL, 52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET WEST
 AW2515'OF THE SOUTH END OF A 24-INCH CULVERT, 12 FEET SOUTH OF THE CENTER
 AW2515'LINE OF A WIRE GATE, 1 FOOT EAST OF A FENCE, 1 FOOT NORTH OF A METAL
 AW2515'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 AW2515'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48
 AW2515'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
 AW2515
 AW2515                          STATION RECOVERY (1971)
 AW2515
 AW2515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2515'RECOVERED IN GOOD CONDITION.
 AW2515
 AW2515                          STATION RECOVERY (1996)
 AW2515
 AW2515'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2515'MARK NOT FOUND.
 AW2515
 AW2515                          STATION RECOVERY (2001)
 AW2515
 AW2515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2515'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2515
 AW2515                          STATION RECOVERY (2004)
 AW2515
 AW2515'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2515'MARK NOT FOUND.
 AW2515
 AW2515                          STATION RECOVERY (2005)
 AW2515
 AW2515'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0210 ***********************************************************************
 BL0210  DESIGNATION -  Y 1135
 BL0210  PID         -  BL0210
 BL0210  STATE/COUNTY-  TX/JEFFERSON
 BL0210  USGS QUAD   -  CHINA (1985)
 BL0210
 BL0210                         *CURRENT SURVEY CONTROL
 BL0210  ___________________________________________________________________
 BL0210* NAD 83(1986)-  30 03 21.     (N)    094 16 17.     (W)     SCALED    
 BL0210* NAVD 88     -         9.218  (meters)      30.24   (feet)  ADJUSTED  
 BL0210  ___________________________________________________________________
 BL0210  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0210  DYNAMIC HT  -           9.206 (meters)      30.20  (feet)  COMP
 BL0210  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 BL0210
 BL0210  VERT ORDER  -  FIRST     CLASS I
 BL0210
 BL0210.The horizontal coordinates were scaled from a topographic map and have
 BL0210.an estimated accuracy of +/- 6 seconds.
 BL0210
 BL0210.The orthometric height was determined by differential leveling
 BL0210.and adjusted by the National Geodetic Survey in June 1991..
 BL0210
 BL0210.The geoid height was determined by GEOID03.
 BL0210
 BL0210.The dynamic height is computed by dividing the NAVD 88
 BL0210.geopotential number by the normal gravity value computed on the
 BL0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0210.degrees latitude (g = 980.6199 gals.).
 BL0210
 BL0210.The modeled gravity was interpolated from observed gravity values.
 BL0210
 BL0210;                    North         East    Units  Estimated Accuracy
 BL0210;SPC TXSC     - 4,255,540.    1,055,840.      MT  (+/- 180 meters Scaled)
 BL0210
 BL0210                          SUPERSEDED SURVEY CONTROL
 BL0210
 BL0210  NGVD 29 (??/??/92)    9.234  (m)           30.30   (f) ADJ UNCH    1 1
 BL0210
 BL0210.Superseded values are not recommended for survey control.
 BL0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0210.See file dsdata.txt to determine how the superseded data were derived.
 BL0210
 BL0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP774256(NAD 83)
 BL0210_MARKER: DB = BENCH MARK DISK
 BL0210_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0210_SP_SET: 48 FT
 BL0210_STAMPING: Y 1135 1958
 BL0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0210+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 BL0210
 BL0210  HISTORY     - Date     Condition        Report By
 BL0210  HISTORY     - 1958     MONUMENTED       CGS
 BL0210  HISTORY     - 1972     GOOD             NGS
 BL0210  HISTORY     - 19870815 GOOD             USPSQD
 BL0210  HISTORY     - 19900207 GOOD             USPSQD
 BL0210  HISTORY     - 19940805 GOOD             USPSQD
 BL0210  HISTORY     - 19990728 GOOD             USPSQD
 BL0210  HISTORY     - 20010331 GOOD             NGS
 BL0210  HISTORY     - 20010331 GOOD             NGS
 BL0210  HISTORY     - 20030304 GOOD             USPSQD
 BL0210  HISTORY     - 20050129 GOOD             USPSQD
 BL0210
 BL0210                          STATION DESCRIPTION
 BL0210
 BL0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0210'4 MI E FROM CHINA.
 BL0210'ABOUT 4 MILES EAST ALONG US HIGHWAY 90 FROM A PAVED ROAD INTERSECTION
 BL0210'THENCE AT THE CIRCLE 7 RANCH, 247 FEET WEST OF THE CENTER LINE OF A
 BL0210'GRAVEL DRIVE LEADING SOUTH 237 FEET SOUTH OF THE CENTER LINE OF THE
 BL0210'EASTBOUND LANE OF THE HIGHWAY, 1.7 FEET SOUTHEAST OF THE NORTHEAST
 BL0210'CORNER OF A LARGE BARN WITH METAL SIDING, 1.3 FEET EAST OF THE EAST
 BL0210'WALL OF THE BARN, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  ALSO 4.85
 BL0210'MILES WEST ALONG US HIGHWAY 90 FROM THE INTERSECTION OF STATE HIGHWAY
 BL0210'364 AT AMELIA ABOUT 0.8 FOOT SOUTH OF A METAL WITNESS POST AND ABOUT
 BL0210'LEVEL WITH THE HIGHWAY, AND IS A DISK ON TOP OF A 5/8-INCH COPPER
 BL0210'COATED STEEL ROD AND PROTECTED IN A 6-INCH CONCRETE PIPE WHICH
 BL0210'PROJECTS 0.2 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET FLUSH
 BL0210'WITH THE GROUND.
 BL0210
 BL0210                          STATION RECOVERY (1987)
 BL0210
 BL0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0210'RECOVERED IN GOOD CONDITION.
 BL0210
 BL0210                          STATION RECOVERY (1990)
 BL0210
 BL0210'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0210'RECOVERED IN GOOD CONDITION.
 BL0210
 BL0210                          STATION RECOVERY (1994)
 BL0210
 BL0210'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0210'RECOVERED IN GOOD CONDITION.
 BL0210
 BL0210                          STATION RECOVERY (1999)
 BL0210
 BL0210'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0210'RECOVERED IN GOOD CONDITION.
 BL0210
 BL0210                          STATION RECOVERY (2001)
 BL0210
 BL0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0210'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0210
 BL0210                          STATION RECOVERY (2001)
 BL0210
 BL0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0210'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0210
 BL0210                          STATION RECOVERY (2003)
 BL0210
 BL0210'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0210'RECOVERED IN GOOD CONDITION.
 BL0210
 BL0210                          STATION RECOVERY (2005)
 BL0210
 BL0210'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1436 ***********************************************************************
 AW1436  DESIGNATION -  Y 1136
 AW1436  PID         -  AW1436
 AW1436  STATE/COUNTY-  TX/CHAMBERS
 AW1436  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW1436
 AW1436                         *CURRENT SURVEY CONTROL
 AW1436  ___________________________________________________________________
 AW1436* NAD 83(1986)-  29 33 44.     (N)    094 43 16.     (W)     SCALED    
 AW1436* NAVD 88     -         3.59   (+/-2cm)      11.8    (feet)  VERTCON   
 AW1436  ___________________________________________________________________
 AW1436  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW1436  OBS GRAVITY -     979,277.4   (mgal)                       GRAV_OBS
 AW1436
 AW1436  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1436
 AW1436.The horizontal coordinates were scaled from a topographic map and have
 AW1436.an estimated accuracy of +/- 6 seconds.
 AW1436
 AW1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1436.The vertical order pertains to the NGVD 29 superseded value.
 AW1436
 AW1436.The geoid height was determined by GEOID03.
 AW1436.The observed gravity was obtained from relative gravimeter ties
 AW1436.to the IGSN71 gravity network.
 AW1436
 AW1436;                    North         East    Units  Estimated Accuracy
 AW1436;SPC TXSC     - 4,199,190.    1,014,510.      MT  (+/- 180 meters Scaled)
 AW1436
 AW1436                          SUPERSEDED SURVEY CONTROL
 AW1436
 AW1436  NGVD 29 (??/??/92)    3.586  (m)           11.77   (f) ADJ UNCH    1 2
 AW1436
 AW1436.Superseded values are not recommended for survey control.
 AW1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1436.See file dsdata.txt to determine how the superseded data were derived.
 AW1436
 AW1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN332715(NAD 83)
 AW1436_MARKER: DB = BENCH MARK DISK
 AW1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1436_STAMPING: Y 1136 1959
 AW1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1436+STABILITY: SURFACE MOTION
 AW1436
 AW1436  HISTORY     - Date     Condition        Report By
 AW1436  HISTORY     - 1959     MONUMENTED       CGS
 AW1436  HISTORY     - 1973     GOOD             NGS
 AW1436  HISTORY     - 1978     GOOD             NGS
 AW1436  HISTORY     - 1990     GOOD             USPSQD
 AW1436  HISTORY     - 19970125 GOOD             USPSQD
 AW1436  HISTORY     - 20010331 GOOD             NGS
 AW1436  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1436  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW1436
 AW1436                          STATION DESCRIPTION
 AW1436
 AW1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1436'3.1 MI NE FROM SMITH POINT.
 AW1436'ABOUT 3.1 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1436'GROCERY STORE AT SMITH POINT, 52 FEET SOUTHEAST OF THE CENTER LINE OF
 AW1436'THE ROAD, 47 FEET NORTH OF THE NORTHEAST CORNER OF A STEEL CATTLE
 AW1436'GUARD, 56 1/2 FEET NORTHEAST OF A POWER LINE POLE, 20 FEET EAST OF THE
 AW1436'CENTER LINE OF A PRIVATE SHELL ROAD LEADING SOUTH, 1 FOOT NORTHWEST OF
 AW1436'A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 3 FEET ABOVE THE
 AW1436'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 AW1436'INCHES ABOVE THE LEVEL OF THE GROUND.
 AW1436
 AW1436                          STATION RECOVERY (1978)
 AW1436
 AW1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1436'ADD=6 FEET NORTHWEST OF A FENCE CORNER.
 AW1436
 AW1436                          STATION RECOVERY (1990)
 AW1436
 AW1436'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1436'RECOVERED IN GOOD CONDITION.
 AW1436
 AW1436                          STATION RECOVERY (1997)
 AW1436
 AW1436'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1436'RECOVERED IN GOOD CONDITION.
 AW1436
 AW1436                          STATION RECOVERY (2001)
 AW1436
 AW1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1436'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 AW1436
 AW1436                          STATION RECOVERY (2004)
 AW1436
 AW1436'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1436'MARK NOT FOUND.
 AW1436
 AW1436                          STATION RECOVERY (2005)
 AW1436
 AW1436'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2695 ***********************************************************************
 AW2695  DESIGNATION -  Y 1137
 AW2695  PID         -  AW2695
 AW2695  STATE/COUNTY-  TX/GALVESTON
 AW2695  USGS QUAD   -  TEXAS CITY (1994)
 AW2695
 AW2695                         *CURRENT SURVEY CONTROL
 AW2695  ___________________________________________________________________
 AW2695* NAD 83(1986)-  29 23 18.     (N)    094 52 50.     (W)     SCALED    
 AW2695* NAVD 88     -         0.48   (+/-2cm)       1.6    (feet)  VERTCON   
 AW2695  ___________________________________________________________________
 AW2695  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW2695
 AW2695  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2695
 AW2695.The horizontal coordinates were scaled from a topographic map and have
 AW2695.an estimated accuracy of +/- 6 seconds.
 AW2695
 AW2695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2695.The vertical order pertains to the NGVD 29 superseded value.
 AW2695
 AW2695.The geoid height was determined by GEOID03.
 AW2695
 AW2695;                    North         East    Units  Estimated Accuracy
 AW2695;SPC TXSC     - 4,179,380.      999,750.      MT  (+/- 180 meters Scaled)
 AW2695
 AW2695                          SUPERSEDED SURVEY CONTROL
 AW2695
 AW2695  NGVD 29 (??/??/92)    0.481  (m)            1.58   (f) ADJ UNCH    1 2
 AW2695
 AW2695.Superseded values are not recommended for survey control.
 AW2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2695.See file dsdata.txt to determine how the superseded data were derived.
 AW2695
 AW2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN175524(NAD 83)
 AW2695_MARKER: DB = BENCH MARK DISK
 AW2695_SETTING: 80 = SET IN A BOULDER
 AW2695_SP_SET: BOULDER
 AW2695_STAMPING: Y 1137 1958
 AW2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2695+STABILITY: SURFACE MOTION
 AW2695
 AW2695  HISTORY     - Date     Condition        Report By
 AW2695  HISTORY     - 1958     MONUMENTED       CGS
 AW2695  HISTORY     - 1964     GOOD             NGS
 AW2695  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2695  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2695  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2695  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2695  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW2695  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 AW2695  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW2695
 AW2695                          STATION DESCRIPTION
 AW2695
 AW2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2695'1.6 MI NE FROM TEXAS CITY.
 AW2695'ABOUT 0.3 MILE NORTH ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW2695'CITY, THENCE 0.5 MILE EAST ALONG 8TH AVENUE NORTH, THENCE 0.8 MILE
 AW2695'EAST ALONG THE TEXAS CITY DIKE, 52 FEET SOUTH OF POWER POLE NUMBER 16,
 AW2695'33 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD ON THE TOP OF THE
 AW2695'DIKE, SET IN THE TOP OF A GRANITE BOULDER, ABOUT 2 1/2 FEET NORTH OF A
 AW2695'GRANITE BOULDER WHICH IS ABOUT 3 FOOT SQUARE, ABOUT 10 FEET SOUTH OF A
 AW2695'ROW OF BROKEN CONCRETE SLABS ON THE SOUTH SHOULDER OF THE DIKE, ABOUT
 AW2695'4 FEET BELOW THE LEVEL OF THE ROAD, AND PROJECTING 6 INCHES.
 AW2695
 AW2695                          STATION RECOVERY (1973)
 AW2695
 AW2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2695'MARK NOT FOUND.
 AW2695
 AW2695                          STATION RECOVERY (1987)
 AW2695
 AW2695'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW2695'MARK NOT FOUND.
 AW2695
 AW2695                          STATION RECOVERY (1987)
 AW2695
 AW2695'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW2695'MARK NOT FOUND.
 AW2695
 AW2695                          STATION RECOVERY (1987)
 AW2695
 AW2695'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLA)
 AW2695'MARK NOT FOUND.
 AW2695
 AW2695                          STATION RECOVERY (1994)
 AW2695
 AW2695'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2695'MARK NOT FOUND.
 AW2695
 AW2695                          STATION RECOVERY (2002)
 AW2695
 AW2695'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW2695'MARK NOT FOUND.
 AW2695
 AW2695                          STATION RECOVERY (2005)
 AW2695
 AW2695'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0374 ***********************************************************************
 BL0374  DESIGNATION -  Y 1139
 BL0374  PID         -  BL0374
 BL0374  STATE/COUNTY-  TX/LIBERTY
 BL0374  USGS QUAD   -  LIBERTY (1984)
 BL0374
 BL0374                         *CURRENT SURVEY CONTROL
 BL0374  ___________________________________________________________________
 BL0374* NAD 83(1986)-  30 01 54.     (N)    094 49 42.     (W)     SCALED    
 BL0374* NAVD 88     -         5.64   (+/-2cm)      18.5    (feet)  VERTCON   
 BL0374  ___________________________________________________________________
 BL0374  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0374
 BL0374  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0374
 BL0374.The horizontal coordinates were scaled from a topographic map and have
 BL0374.an estimated accuracy of +/- 6 seconds.
 BL0374
 BL0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0374.The vertical order pertains to the NGVD 29 superseded value.
 BL0374
 BL0374.The geoid height was determined by GEOID03.
 BL0374
 BL0374;                    North         East    Units  Estimated Accuracy
 BL0374;SPC TX C     - 3,053,600.    1,230,780.      MT  (+/- 180 meters Scaled)
 BL0374
 BL0374                          SUPERSEDED SURVEY CONTROL
 BL0374
 BL0374  NGVD 29 (??/??/92)    5.644  (m)           18.52   (f) ADJ UNCH    1 1
 BL0374
 BL0374.Superseded values are not recommended for survey control.
 BL0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0374.See file dsdata.txt to determine how the superseded data were derived.
 BL0374
 BL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP237237(NAD 83)
 BL0374_MARKER: DB = BENCH MARK DISK
 BL0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0374_STAMPING: Y 1139 1959
 BL0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0374+STABILITY: SURFACE MOTION
 BL0374
 BL0374  HISTORY     - Date     Condition        Report By
 BL0374  HISTORY     - 1959     MONUMENTED       CGS
 BL0374  HISTORY     - 1972     GOOD             NGS
 BL0374  HISTORY     - 19960801 GOOD             USPSQD
 BL0374  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0374  HISTORY     - 20050216 MARK NOT FOUND   USPSQD
 BL0374  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0374
 BL0374                          STATION DESCRIPTION
 BL0374
 BL0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0374'3.9 MI SW FROM LIBERTY.
 BL0374'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0374'STATE HIGHWAY 146 AT LIBERTY, THENCE ABOUT 1.8 MILES SOUTH ALONG A
 BL0374'PRIVATE GRAVELED ROAD TO SOUTH LIBERTY OIL FIELD, 35 1/2 FEET EAST OF
 BL0374'THE CENTER LINE OF THE ROAD, 124 FEET NORTH-NORTHEAST OF THE CENTER OF
 BL0374'AN INTERSECTION WITH THE ROAD EAST LEADING TO A SMALL WHITE FRAME
 BL0374'HOUSE AND OIL STORAGE TANKS, ABOUT 87 YARDS SOUTH OF THE CENTER OF A
 BL0374'CATTLE GUARD, 5 FEET SOUTHWEST OF POWER LINE POLE 3746, 0.9 FOOT NORTH
 BL0374'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD AND
 BL0374'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 BL0374
 BL0374                          STATION RECOVERY (1996)
 BL0374
 BL0374'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0374'RECOVERED IN GOOD CONDITION.
 BL0374
 BL0374                          STATION RECOVERY (2004)
 BL0374
 BL0374'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0374'MARK NOT FOUND.
 BL0374
 BL0374                          STATION RECOVERY (2005)
 BL0374
 BL0374'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0374'MARK NOT FOUND.
 BL0374
 BL0374                          STATION RECOVERY (2005)
 BL0374
 BL0374'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0112 ***********************************************************************
 AH0112  DESIGNATION -  Y 1140
 AH0112  PID         -  AH0112
 AH0112  STATE/COUNTY-  TX/NUECES
 AH0112  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0112
 AH0112                         *CURRENT SURVEY CONTROL
 AH0112  ___________________________________________________________________
 AH0112* NAD 83(1986)-  27 47 04.     (N)    097 29 18.     (W)     SCALED    
 AH0112* NAVD 88     -        12.74   (+/-2cm)      41.8    (feet)  VERTCON   
 AH0112  ___________________________________________________________________
 AH0112  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH0112
 AH0112  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0112
 AH0112.The horizontal coordinates were scaled from a topographic map and have
 AH0112.an estimated accuracy of +/- 6 seconds.
 AH0112
 AH0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0112.The vertical order pertains to the NGVD 29 superseded value.
 AH0112
 AH0112.The geoid height was determined by GEOID03.
 AH0112
 AH0112;                    North         East    Units  Estimated Accuracy
 AH0112;SPC TX S     - 5,235,040.      399,700.      MT  (+/- 180 meters Scaled)
 AH0112
 AH0112                          SUPERSEDED SURVEY CONTROL
 AH0112
 AH0112  NGVD 29 (??/??/92)   12.957  (m)           42.51   (f) ADJ UNCH    1 2
 AH0112
 AH0112.Superseded values are not recommended for survey control.
 AH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0112.See file dsdata.txt to determine how the superseded data were derived.
 AH0112
 AH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR489742(NAD 83)
 AH0112_MARKER: DB = BENCH MARK DISK
 AH0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH0112_SP_SET: 27-1/2 FT
 AH0112_STAMPING: Y 1140 1959
 AH0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0112
 AH0112  HISTORY     - Date     Condition        Report By
 AH0112  HISTORY     - 1959     MONUMENTED       CGS
 AH0112  HISTORY     - 1963     GOOD             NGS
 AH0112  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0112  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0112  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0112
 AH0112                          STATION DESCRIPTION
 AH0112
 AH0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AH0112'3.0 MI E FROM CLARKWOOD.
 AH0112'3.0 MILES EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE CITY WATER
 AH0112'TANK, AT THE PIPE INCORPORATED PIPE YARD, 100 YEARD SOUTH OF STATE
 AH0112'HIGHWAY 44, 75 FEET SOUTH OF THE SOUTH SIDE OF THE MOST SOUTHERLY ONE
 AH0112'OF TWO OIL TANKS, 1.3 FEET EAST OF A FENCE, AND ON THE TOP OF A
 AH0112'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 27-1/2 FEET
 AH0112'AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 AH0112
 AH0112                          STATION RECOVERY (1969)
 AH0112
 AH0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0112'MARK NOT FOUND.
 AH0112
 AH0112                          STATION RECOVERY (1978)
 AH0112
 AH0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0112'NOT RECOVERED THIS DATE.
 AH0112
 AH0112                          STATION RECOVERY (2001)
 AH0112
 AH0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0179 ***********************************************************************
 AH0179  DESIGNATION -  Y 1141
 AH0179  PID         -  AH0179
 AH0179  STATE/COUNTY-  TX/NUECES
 AH0179  USGS QUAD   -  PORT ARANSAS (1975)
 AH0179
 AH0179                         *CURRENT SURVEY CONTROL
 AH0179  ___________________________________________________________________
 AH0179* NAD 83(1986)-  27 50 38.     (N)    097 04 13.     (W)     SCALED    
 AH0179* NAVD 88     -         1.458  (meters)       4.78   (feet)  ADJUSTED  
 AH0179  ___________________________________________________________________
 AH0179  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH0179  DYNAMIC HT  -           1.456 (meters)       4.78  (feet)  COMP
 AH0179  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 AH0179
 AH0179  VERT ORDER  -  FIRST     CLASS I
 AH0179
 AH0179.The horizontal coordinates were scaled from a topographic map and have
 AH0179.an estimated accuracy of +/- 6 seconds.
 AH0179
 AH0179.The orthometric height was determined by differential leveling
 AH0179.and adjusted by the National Geodetic Survey in June 1991..
 AH0179
 AH0179.The geoid height was determined by GEOID03.
 AH0179
 AH0179.The dynamic height is computed by dividing the NAVD 88
 AH0179.geopotential number by the normal gravity value computed on the
 AH0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0179.degrees latitude (g = 980.6199 gals.).
 AH0179
 AH0179.The modeled gravity was interpolated from observed gravity values.
 AH0179
 AH0179;                    North         East    Units  Estimated Accuracy
 AH0179;SPC TX S     - 5,242,030.      440,830.      MT  (+/- 180 meters Scaled)
 AH0179
 AH0179                          SUPERSEDED SURVEY CONTROL
 AH0179
 AH0179  NGVD 29 (??/??/92)    1.555  (m)            5.10   (f) ADJ UNCH    1 1
 AH0179
 AH0179.Superseded values are not recommended for survey control.
 AH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0179.See file dsdata.txt to determine how the superseded data were derived.
 AH0179
 AH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR900814(NAD 83)
 AH0179_MARKER: DB = BENCH MARK DISK
 AH0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0179_SP_SET: SEA WALL
 AH0179_STAMPING: Y 1141 1959
 AH0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0179
 AH0179  HISTORY     - Date     Condition        Report By
 AH0179  HISTORY     - 1959     MONUMENTED       CGS
 AH0179  HISTORY     - 1978     GOOD             NGS
 AH0179  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0179  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0179  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0179  HISTORY     - 19890120 MARK NOT FOUND   USPSQD
 AH0179  HISTORY     - 19970210 MARK NOT FOUND   NGS
 AH0179  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH0179
 AH0179                          STATION DESCRIPTION
 AH0179
 AH0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0179'6.25 MI E FROM ARANSAS PASS.
 AH0179'ABOUT 6.25 MILES EAST ALONG THE CAUSEWAY FROM THE TOLL GATE, AT THE
 AH0179'NORTHWEST PORT ARANSAS FERRY LANDING, 39 FEET EAST OF THE NORTH CORNER
 AH0179'OF THE LANDING, IN THE TOP AND CENTER OF THE CONCRETE SEA WALL, AND
 AH0179'ABOUT LEVEL WITH THE ROAD.
 AH0179
 AH0179                          STATION RECOVERY (1978)
 AH0179
 AH0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0179'RECOVERED IN GOOD CONDITION.
 AH0179
 AH0179                          STATION RECOVERY (1989)
 AH0179
 AH0179'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AH0179'MARK NOT FOUND.
 AH0179
 AH0179                          STATION RECOVERY (1989)
 AH0179
 AH0179'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0179'MARK NOT FOUND.
 AH0179
 AH0179                          STATION RECOVERY (1989)
 AH0179
 AH0179'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0179'MARK NOT FOUND.
 AH0179
 AH0179                          STATION RECOVERY (1989)
 AH0179
 AH0179'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0179'MARK NOT FOUND.
 AH0179
 AH0179                          STATION RECOVERY (1997)
 AH0179
 AH0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0179'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0179'DESTROYED.
 AH0179
 AH0179                          STATION RECOVERY (1997)
 AH0179
 AH0179'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3296 ***********************************************************************
 AW3296  DESIGNATION -  Y 1144
 AW3296  PID         -  AW3296
 AW3296  STATE/COUNTY-  TX/HARRIS
 AW3296  USGS QUAD   -  PARK PLACE (1995)
 AW3296
 AW3296                         *CURRENT SURVEY CONTROL
 AW3296  ___________________________________________________________________
 AW3296* NAD 83(1986)-  29 44 15.     (N)    095 18 49.     (W)     SCALED    
 AW3296* NAVD 88     -        12.39   (+/-2cm)      40.6    (feet)  VERTCON   
 AW3296  ___________________________________________________________________
 AW3296  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW3296
 AW3296  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3296
 AW3296.The horizontal coordinates were scaled from a topographic map and have
 AW3296.an estimated accuracy of +/- 6 seconds.
 AW3296
 AW3296.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3296.The vertical order pertains to the NGVD 29 superseded value.
 AW3296
 AW3296.The geoid height was determined by GEOID03.
 AW3296
 AW3296;                    North         East    Units  Estimated Accuracy
 AW3296;SPC TXSC     - 4,216,650.      956,520.      MT  (+/- 180 meters Scaled)
 AW3296
 AW3296                          SUPERSEDED SURVEY CONTROL
 AW3296
 AW3296  NGVD 29 (??/??/92)   12.388  (m)           40.64   (f) ADJ UNCH    1 2
 AW3296
 AW3296.Superseded values are not recommended for survey control.
 AW3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3296.See file dsdata.txt to determine how the superseded data were derived.
 AW3296
 AW3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN762919(NAD 83)
 AW3296_MARKER: DB = BENCH MARK DISK
 AW3296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3296_SP_SET: FOUNDATION
 AW3296_STAMPING: Y 1144 1959
 AW3296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3296
 AW3296  HISTORY     - Date     Condition        Report By
 AW3296  HISTORY     - 1959     MONUMENTED       CGS
 AW3296  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3296  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW3296  HISTORY     - 20040510 MARK NOT FOUND   USPSQD
 AW3296  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW3296
 AW3296                          STATION DESCRIPTION
 AW3296
 AW3296'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3296'3.2 MI SE FROM HOUSTON.
 AW3296'ABOUT 0.75 MILE SOUTHEAST ALONG CONGRESS STREET FROM THE HARRIS COUNTY
 AW3296'COURTHOUSE AT HOUSTON, THENCE ABOUT 2.45 MILES SOUTHEAST ALONG THE
 AW3296'GALVESTON, HOUSTON AND HENDERSON RAILROAD, AT THE HOUSTON, BELT AND
 AW3296'TERMINAL RAILROAD CROSSING, 31 FEET NORTHEAST OF THE CENTER OF THE
 AW3296'CROSSING, 72 FEET WEST OF THE CENTER OF HUGHES STREET CROSSING, 22
 AW3296'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE HOUSTON, BELT AND TERMINAL
 AW3296'RAILROAD, 12 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AW3296'GALVESTON, HOUSTON AND HENDERSON RAILROAD, IN THE TOP OF THE NORTH
 AW3296'SIDE OF THE CONCRETE FOUNDATION OF AN ABANDONED BATTERY BOX, 2 1/2
 AW3296'FEET SOUTHEAST OF A BATTERY BOX, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 AW3296'THE TRACKS.
 AW3296
 AW3296                          STATION RECOVERY (1973)
 AW3296
 AW3296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3296'MARK NOT FOUND.
 AW3296
 AW3296                          STATION RECOVERY (1995)
 AW3296
 AW3296'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3296'MARK NOT FOUND.
 AW3296
 AW3296                          STATION RECOVERY (2004)
 AW3296
 AW3296'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3296'MARK NOT FOUND.
 AW3296
 AW3296                          STATION RECOVERY (2005)
 AW3296
 AW3296'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3296'NO TRACE OF IT.  CONSIDER IT GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2816 ***********************************************************************
 AW2816  DESIGNATION -  Y 1145
 AW2816  PID         -  AW2816
 AW2816  STATE/COUNTY-  TX/CHAMBERS
 AW2816  USGS QUAD   -  ANAHUAC (1993)
 AW2816
 AW2816                         *CURRENT SURVEY CONTROL
 AW2816  ___________________________________________________________________
 AW2816* NAD 83(1986)-  29 47 36.     (N)    094 39 29.     (W)     SCALED    
 AW2816* NAVD 88     -         6.71   (+/-2cm)      22.0    (feet)  VERTCON   
 AW2816  ___________________________________________________________________
 AW2816  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW2816
 AW2816  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2816
 AW2816.The horizontal coordinates were scaled from a topographic map and have
 AW2816.an estimated accuracy of +/- 6 seconds.
 AW2816
 AW2816.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2816.The vertical order pertains to the NGVD 29 superseded value.
 AW2816
 AW2816.The geoid height was determined by GEOID03.
 AW2816
 AW2816;                    North         East    Units  Estimated Accuracy
 AW2816;SPC TXSC     - 4,225,010.    1,019,660.      MT  (+/- 180 meters Scaled)
 AW2816
 AW2816                          SUPERSEDED SURVEY CONTROL
 AW2816
 AW2816  NGVD 29 (??/??/92)    6.711  (m)           22.02   (f) ADJ UNCH    1 2
 AW2816
 AW2816.Superseded values are not recommended for survey control.
 AW2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2816.See file dsdata.txt to determine how the superseded data were derived.
 AW2816
 AW2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN397970(NAD 83)
 AW2816_MARKER: DB = BENCH MARK DISK
 AW2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2816_STAMPING: Y 1145 1959
 AW2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2816+STABILITY: SURFACE MOTION
 AW2816
 AW2816  HISTORY     - Date     Condition        Report By
 AW2816  HISTORY     - 1959     MONUMENTED       CGS
 AW2816  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2816  HISTORY     - 1975     GOOD             NGS
 AW2816  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2816  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2816
 AW2816                          STATION DESCRIPTION
 AW2816
 AW2816'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2816'2.6 MI NE FROM ANAHUAC.
 AW2816'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COUNTY
 AW2816'COURHOUSE AT ANAHUAC, THENCE ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY
 AW2816'61, THENCE ABOUT 1.5 MILES NORTH ALONG FARM ROAD 563, 229 FEET
 AW2816'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 76 FEET SOUTH OF THE CENTER
 AW2816'LINE OF A DRIVEWAY, 33 FEET SOUTHWEST OF THE CENTER LINE OF A STEEL
 AW2816'GATE AND ENTRANCE TO THE GULF STATE UTILITIES COMPANY TRANSFORMER, 17
 AW2816'FEET NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE, AND IN
 AW2816'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2816
 AW2816                          STATION RECOVERY (1973)
 AW2816
 AW2816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2816'MARK NOT FOUND.
 AW2816
 AW2816                          STATION RECOVERY (1975)
 AW2816
 AW2816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AW2816'ABOUT 0.25 MILES NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COUNTY
 AW2816'COURTHOUSE AT ANAHUAC, THEN ABOUT 0.85 MILES EAST ALONG STATE HIGHWAY
 AW2816'61, THEN ABOUT 1.5 MILES NORTH ALONG FARM ROAD 563, 229 FEET
 AW2816'SOUTHEAST OF THE ROAD CENTERLINE, 76 FEET SOUTH OF THE CENTERLINE OF
 AW2816'A DRIVEWAY, 54 FEET NORTHWEST OF A POWER POLE WITH A DOUBLE GUY ON
 AW2816'THE NORTH SIDE, 46.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 24 X
 AW2816'6 FOOT CONCRETE SLAB, 132 FEET SOUTH OF POWER POLE NO. 162.
 AW2816
 AW2816                          STATION RECOVERY (1997)
 AW2816
 AW2816'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2816'MARK NOT FOUND.
 AW2816
 AW2816                          STATION RECOVERY (2001)
 AW2816
 AW2816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2816'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3784 ***********************************************************************
 AW3784  DESIGNATION -  Y 1146
 AW3784  PID         -  AW3784
 AW3784  STATE/COUNTY-  TX/HARRIS
 AW3784  USGS QUAD   -  PASADENA (1995)
 AW3784
 AW3784                         *CURRENT SURVEY CONTROL
 AW3784  ___________________________________________________________________
 AW3784* NAD 83(1986)-  29 42 48.     (N)    095 11 16.     (W)     SCALED    
 AW3784* NAVD 88     -         8.69   (+/-2cm)      28.5    (feet)  VERTCON   
 AW3784  ___________________________________________________________________
 AW3784  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW3784
 AW3784  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3784
 AW3784.The horizontal coordinates were scaled from a topographic map and have
 AW3784.an estimated accuracy of +/- 6 seconds.
 AW3784
 AW3784.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3784.The vertical order pertains to the NGVD 29 superseded value.
 AW3784
 AW3784.The geoid height was determined by GEOID03.
 AW3784
 AW3784;                    North         East    Units  Estimated Accuracy
 AW3784;SPC TXSC     - 4,214,370.      968,770.      MT  (+/- 180 meters Scaled)
 AW3784
 AW3784                          SUPERSEDED SURVEY CONTROL
 AW3784
 AW3784  NGVD 29 (??/??/92)    8.682  (m)           28.48   (f) ADJ UNCH    1 2
 AW3784
 AW3784.Superseded values are not recommended for survey control.
 AW3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3784.See file dsdata.txt to determine how the superseded data were derived.
 AW3784
 AW3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN883890(NAD 83)
 AW3784_MARKER: DB = BENCH MARK DISK
 AW3784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3784_SP_SET: FOOTING
 AW3784_STAMPING: Y 1146 1959
 AW3784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3784
 AW3784  HISTORY     - Date     Condition        Report By
 AW3784  HISTORY     - 1959     MONUMENTED       CGS
 AW3784  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3784  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW3784  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3784
 AW3784                          STATION DESCRIPTION
 AW3784
 AW3784'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3784'3.05 MI E FROM PASADENA.
 AW3784'ABOUT 1.1 MILES SOUTHWEST ALONG NORTH RICHEY STREET FROM THE SOUTH END
 AW3784'OF THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 1.95 MILES EAST ALONG
 AW3784'STATE HIGHWAY 225, AT THE JUNCTION WITH DAVIDSON ROAD LEADING NORTH,
 AW3784'IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTHWEST CONCRETE FOOTING
 AW3784'OF THE SOUTHWEST LEG OF A STEEL POWER LINE TOWER, 96 FEET NORTH OF THE
 AW3784'CENTER LINE OF THE HIGHWAY, 50 FEET EAST OF THE CENTER LINE OF
 AW3784'DAVIDSON ROAD, AND ABOUT 7 INCHES ABOVE THE GROUND.
 AW3784
 AW3784                          STATION RECOVERY (1973)
 AW3784
 AW3784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3784'MARK NOT FOUND.
 AW3784
 AW3784                          STATION RECOVERY (1998)
 AW3784
 AW3784'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3784'MARK NOT FOUND.
 AW3784
 AW3784                          STATION RECOVERY (2004)
 AW3784
 AW3784'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1969 ***********************************************************************
 AW1969  DESIGNATION -  Y 1147
 AW1969  PID         -  AW1969
 AW1969  STATE/COUNTY-  TX/HARRIS
 AW1969  USGS QUAD   -  LA PORTE (1982)
 AW1969
 AW1969                         *CURRENT SURVEY CONTROL
 AW1969  ___________________________________________________________________
 AW1969* NAD 83(1986)-  29 42 53.     (N)    095 05 38.     (W)     SCALED    
 AW1969* NAVD 88     -         9.17   (+/-2cm)      30.1    (feet)  VERTCON   
 AW1969  ___________________________________________________________________
 AW1969  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1969
 AW1969  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1969
 AW1969.The horizontal coordinates were scaled from a topographic map and have
 AW1969.an estimated accuracy of +/- 6 seconds.
 AW1969
 AW1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1969.The vertical order pertains to the NGVD 29 superseded value.
 AW1969
 AW1969.The geoid height was determined by GEOID03.
 AW1969
 AW1969;                    North         East    Units  Estimated Accuracy
 AW1969;SPC TXSC     - 4,214,820.      977,850.      MT  (+/- 180 meters Scaled)
 AW1969
 AW1969                          SUPERSEDED SURVEY CONTROL
 AW1969
 AW1969  NGVD 29 (??/??/92)    9.169  (m)           30.08   (f) ADJ UNCH    1 2
 AW1969
 AW1969.Superseded values are not recommended for survey control.
 AW1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1969.See file dsdata.txt to determine how the superseded data were derived.
 AW1969
 AW1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN974890(NAD 83)
 AW1969_MARKER: DB = BENCH MARK DISK
 AW1969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1969_SP_SET: FOUNDATION
 AW1969_STAMPING: Y 1147 1959
 AW1969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1969
 AW1969  HISTORY     - Date     Condition        Report By
 AW1969  HISTORY     - 1959     MONUMENTED       CGS
 AW1969  HISTORY     - 1964     GOOD             NGS
 AW1969  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1969  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1969  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW1969  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW1969  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1969
 AW1969                          STATION DESCRIPTION
 AW1969
 AW1969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1969'7.95 MI NW FROM LA PORTE.
 AW1969'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW1969'SCHOOL AT LA PORTE, THENCE 4.25 MILES WEST ALONG STATE HIGHWAY 225,
 AW1969'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 134, THENCE 0.25 MILE WEST
 AW1969'ALONG A PRIVATE SHELL ROAD, THENCE 0.05 MILE NORTH ALONG A SHELL ROAD
 AW1969'TO A STEEL RADIO TOWER, 8 FEET SOUTH OF THE SOUTH SIDE OF A METAL
 AW1969'BUILDING, 6 FEET NORTH OF THE NORTH SIDE OF A SMALL CONCRETE BUILDING,
 AW1969'SET IN THE TOP OF THE NORTHEAST SIDE OF THE CONCRETE FOUNDATION OF THE
 AW1969'RADIO TOWER WHICH IS ABOUT 400 FEET HIGH, AND ABOUT FLUSH WITH THE
 AW1969'GROUND.
 AW1969
 AW1969                          STATION RECOVERY (1978)
 AW1969
 AW1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1969'NOT RECOVERED.  NOTE=FOUNDATION NOW PROJECTS 8 INCHES ABOVE GROUND,
 AW1969'APPEARS A NEW TOWER WAS BUILT AT THIS LOCATION.
 AW1969
 AW1969                          STATION RECOVERY (1987)
 AW1969
 AW1969'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1969'MARK NOT FOUND.
 AW1969
 AW1969                          STATION RECOVERY (1997)
 AW1969
 AW1969'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1969'MARK NOT FOUND.
 AW1969
 AW1969                          STATION RECOVERY (1997)
 AW1969
 AW1969'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1969'MARK NOT FOUND.
 AW1969
 AW1969                          STATION RECOVERY (2001)
 AW1969
 AW1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1969'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0135 ***********************************************************************
 AW0135  DESIGNATION -  Y 1148
 AW0135  PID         -  AW0135
 AW0135  STATE/COUNTY-  TX/HARRIS
 AW0135  USGS QUAD   -  KATY (1980)
 AW0135
 AW0135                         *CURRENT SURVEY CONTROL
 AW0135  ___________________________________________________________________
 AW0135* NAD 83(1986)-  29 47 11.     (N)    095 48 55.     (W)     SCALED    
 AW0135* NAVD 88     -        43.111  (meters)     141.44   (feet)  ADJUSTED  
 AW0135  ___________________________________________________________________
 AW0135  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0135  DYNAMIC HT  -          43.052 (meters)     141.25  (feet)  COMP
 AW0135  MODELED GRAV-     979,275.0   (mgal)                       NAVD 88
 AW0135  OBS GRAVITY -     979,276.1   (mgal)                       GRAV_OBS
 AW0135
 AW0135  VERT ORDER  -  FIRST     CLASS I
 AW0135
 AW0135.The horizontal coordinates were scaled from a topographic map and have
 AW0135.an estimated accuracy of +/- 6 seconds.
 AW0135
 AW0135.The orthometric height was determined by differential leveling
 AW0135.and adjusted by the National Geodetic Survey in June 1991..
 AW0135
 AW0135.The geoid height was determined by GEOID03.
 AW0135
 AW0135.The dynamic height is computed by dividing the NAVD 88
 AW0135.geopotential number by the normal gravity value computed on the
 AW0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0135.degrees latitude (g = 980.6199 gals.).
 AW0135
 AW0135.The modeled gravity was interpolated from observed gravity values.
 AW0135.The observed gravity was obtained from relative gravimeter ties
 AW0135.to the IGSN71 gravity network.
 AW0135
 AW0135;                    North         East    Units  Estimated Accuracy
 AW0135;SPC TXSC     - 4,220,640.      907,870.      MT  (+/- 180 meters Scaled)
 AW0135
 AW0135                          SUPERSEDED SURVEY CONTROL
 AW0135
 AW0135  NGVD 29 (12/23/87)   43.098  (m)          141.40   (f) ADJUSTED    1 1
 AW0135
 AW0135.Superseded values are not recommended for survey control.
 AW0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0135.See file dsdata.txt to determine how the superseded data were derived.
 AW0135
 AW0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN278984(NAD 83)
 AW0135_MARKER: DB = BENCH MARK DISK
 AW0135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0135_SP_SET: COPPER-CLAD STEEL ROD
 AW0135_STAMPING: Y 1148 1959
 AW0135_MARK LOGO: CGS   
 AW0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0135+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 AW0135
 AW0135  HISTORY     - Date     Condition        Report By
 AW0135  HISTORY     - 1959     MONUMENTED       CGS
 AW0135  HISTORY     - 1973     GOOD             NGS
 AW0135  HISTORY     - 1976     GOOD             NGS
 AW0135  HISTORY     - 1976     GOOD             NGS
 AW0135  HISTORY     - 1978     GOOD             NGS
 AW0135  HISTORY     - 1986     GOOD             NGS
 AW0135  HISTORY     - 1987     GOOD             USPSQD
 AW0135  HISTORY     - 1990     GOOD             USPSQD
 AW0135  HISTORY     - 19940625 GOOD             USPSQD
 AW0135  HISTORY     - 20041013 GOOD             USPSQD
 AW0135
 AW0135                          STATION DESCRIPTION
 AW0135
 AW0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0135'0.3 MI E FROM KATY.
 AW0135'ABOUT 0.3 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0135'STATION AT KATY, ABOUT 5.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 AW0135'THE AMERICAN RICE GROWERS CO-OP ASSOCIATION OFFICE BUILDING, 167.6
 AW0135'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 13.5 FEET EAST OF THE
 AW0135'CENTER LINE OF THE ENTRANCE TO THE BUILDING, 3.6 FEET SOUTH OF THE
 AW0135'SOUTH FACE OF THE BUILDING, AND IS A DISK SET ON THE TOP OF A 5/8-INCH
 AW0135'COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 AW0135'0.2 FOOT BELOW THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 AW0135'OF 40 FEET.
 AW0135
 AW0135                          STATION RECOVERY (1976)
 AW0135
 AW0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0135'RECOVERED IN GOOD CONDITION.
 AW0135
 AW0135                          STATION RECOVERY (1976)
 AW0135
 AW0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0135'RECOVERED IN GOOD CONDITION.
 AW0135
 AW0135                          STATION RECOVERY (1978)
 AW0135
 AW0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0135'RECOVERED IN GOOD CONDITION.
 AW0135
 AW0135                          STATION RECOVERY (1986)
 AW0135
 AW0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0135'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.5 KM (0.3 MI)
 AW0135'EAST ALONG THE MISSOURI KANSAS TEXAS RAILROAD FROM ITS JUNCTION WITH
 AW0135'AVENUE A IN KATY, ALSO ADD 60 METERS (200 FT) NORTH OF THE NORTH RAIL
 AW0135'OF THE RAILROAD.
 AW0135
 AW0135                          STATION RECOVERY (1987)
 AW0135
 AW0135'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0135'RECOVERED IN GOOD CONDITION.
 AW0135
 AW0135                          STATION RECOVERY (1990)
 AW0135
 AW0135'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0135'RECOVERED IN GOOD CONDITION.
 AW0135
 AW0135                          STATION RECOVERY (1994)
 AW0135
 AW0135'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0135'RECOVERED IN GOOD CONDITION.
 AW0135
 AW0135                          STATION RECOVERY (2004)
 AW0135
 AW0135'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0227 ***********************************************************************
 AW0227  DESIGNATION -  Y 1149
 AW0227  PID         -  AW0227
 AW0227  STATE/COUNTY-  TX/HARRIS
 AW0227  USGS QUAD   -  HUMBLE (1995)
 AW0227
 AW0227                         *CURRENT SURVEY CONTROL
 AW0227  ___________________________________________________________________
 AW0227* NAD 83(1986)-  29 52 32.     (N)    095 21 59.     (W)     SCALED    
 AW0227* NAVD 88     -        22.16   (+/-2cm)      72.7    (feet)  VERTCON   
 AW0227  ___________________________________________________________________
 AW0227  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW0227  OBS GRAVITY -     979,293.1   (mgal)                       GRAV_OBS
 AW0227
 AW0227  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0227
 AW0227.The horizontal coordinates were scaled from a topographic map and have
 AW0227.an estimated accuracy of +/- 6 seconds.
 AW0227
 AW0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0227.The vertical order pertains to the NGVD 29 superseded value.
 AW0227
 AW0227.The geoid height was determined by GEOID03.
 AW0227.The observed gravity was obtained from relative gravimeter ties
 AW0227.to the IGSN71 gravity network.
 AW0227
 AW0227;                    North         East    Units  Estimated Accuracy
 AW0227;SPC TXSC     - 4,231,790.      950,940.      MT  (+/- 180 meters Scaled)
 AW0227
 AW0227                          SUPERSEDED SURVEY CONTROL
 AW0227
 AW0227  NGVD 29 (??/??/92)   22.158  (m)           72.70   (f) ADJ UNCH    1 1
 AW0227
 AW0227.Superseded values are not recommended for survey control.
 AW0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0227.See file dsdata.txt to determine how the superseded data were derived.
 AW0227
 AW0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP714073(NAD 83)
 AW0227_MARKER: DB = BENCH MARK DISK
 AW0227_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0227_SP_SET: 32 FT.
 AW0227_STAMPING: Y 1149 1959
 AW0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0227
 AW0227  HISTORY     - Date     Condition        Report By
 AW0227  HISTORY     - 1959     MONUMENTED       CGS
 AW0227  HISTORY     - 1973     GOOD             NGS
 AW0227  HISTORY     - 1978     GOOD             NGS
 AW0227  HISTORY     - 1978     GOOD             NGS
 AW0227  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0227  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 AW0227
 AW0227                          STATION DESCRIPTION
 AW0227
 AW0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0227'8.25 MI N FROM HOUSTON.
 AW0227'ABOUT 2.8 MILES NORTHEAST AND NORTH ALONG THE SOUTHERN PACIFIC
 AW0227'RAILROAD FROM THE SOUTHERN PACIFIC RAILROAD STATION, THENCE 5.45 MILES
 AW0227'NORTH ALONG THE MISSOURI-PACIFIC RAILROAD AT THE CANINO ST. CROSSING,
 AW0227'126 FEET SOUTHEAST OF THE CENTER LINE OF CANINO ST., 30 FEET SOUTHWEST
 AW0227'OF THE SOUTHWEST RAIL, 5.2 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT
 AW0227'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AW0227'RAIL, AND ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD BELOW GROUND
 AW0227'LEVEL, AND PROTECTED BY A 6-INCH CEMENT TILE WHICH PROJECTS 0.3 FOOT.
 AW0227'THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 AW0227
 AW0227                          STATION RECOVERY (1978)
 AW0227
 AW0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0227'RECOVERED IN GOOD CONDITION.
 AW0227
 AW0227                          STATION RECOVERY (1978)
 AW0227
 AW0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0227'RECOVERED IN GOOD CONDITION.
 AW0227
 AW0227                          STATION RECOVERY (1986)
 AW0227
 AW0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0227'THERE IS CONSTRUCTION AT THIS LOCATION.
 AW0227
 AW0227                          STATION RECOVERY (2004)
 AW0227
 AW0227'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2193 ***********************************************************************
 CS2193  DESIGNATION -  Y 115
 CS2193  PID         -  CS2193
 CS2193  STATE/COUNTY-  TX/SOMERVELL
 CS2193  USGS QUAD   -  GLEN ROSE WEST (1979)
 CS2193
 CS2193                         *CURRENT SURVEY CONTROL
 CS2193  ___________________________________________________________________
 CS2193* NAD 83(1986)-  32 14 03.     (N)    097 45 14.     (W)     SCALED    
 CS2193* NAVD 88     -       189.447  (meters)     621.54   (feet)  ADJUSTED  
 CS2193  ___________________________________________________________________
 CS2193  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS2193  DYNAMIC HT  -         189.215 (meters)     620.78  (feet)  COMP
 CS2193  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 CS2193
 CS2193  VERT ORDER  -  SECOND    CLASS 0
 CS2193
 CS2193.The horizontal coordinates were scaled from a topographic map and have
 CS2193.an estimated accuracy of +/- 6 seconds.
 CS2193
 CS2193.The orthometric height was determined by differential leveling
 CS2193.and adjusted by the National Geodetic Survey in June 1991..
 CS2193
 CS2193.The geoid height was determined by GEOID03.
 CS2193
 CS2193.The dynamic height is computed by dividing the NAVD 88
 CS2193.geopotential number by the normal gravity value computed on the
 CS2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2193.degrees latitude (g = 980.6199 gals.).
 CS2193
 CS2193.The modeled gravity was interpolated from observed gravity values.
 CS2193
 CS2193;                    North         East    Units  Estimated Accuracy
 CS2193;SPC TXNC     - 2,063,180.      670,320.      MT  (+/- 180 meters Scaled)
 CS2193
 CS2193                          SUPERSEDED SURVEY CONTROL
 CS2193
 CS2193  NGVD 29 (??/??/92)  189.414  (m)          621.44   (f) ADJ UNCH    2 0
 CS2193
 CS2193.Superseded values are not recommended for survey control.
 CS2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2193.See file dsdata.txt to determine how the superseded data were derived.
 CS2193
 CS2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA174670(NAD 83)
 CS2193_MARKER: DB = BENCH MARK DISK
 CS2193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2193_SP_SET: PIER
 CS2193_STAMPING: Y 115 1933 621.436
 CS2193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2193+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 CS2193
 CS2193  HISTORY     - Date     Condition        Report By
 CS2193  HISTORY     - 1933     MONUMENTED       CGS
 CS2193  HISTORY     - 1952     GOOD             NGS
 CS2193  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS2193  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2193  HISTORY     - 20041023 GOOD             USPSQD
 CS2193  HISTORY     - 20060408 GOOD             JCLS
 CS2193  HISTORY     - 20060413 GOOD             TXDOT
 CS2193
 CS2193                          STATION DESCRIPTION
 CS2193
 CS2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2193'IN GLEN ROSE.
 CS2193'AT GLEN ROSE, SOMERVELL COUNTY, ABOUT 1 BLOCK EAST OF THE COURTHOUSE,
 CS2193'IN THE TOP OF THE SOUTH END OF THE CONCRETE PIER OF THE MAIN SPAN, AT
 CS2193'THE PALUXY RIVER BRIDGE.  A STANDARD DISK STAMPED Y 115 1933 621.436.
 CS2193
 CS2193                          STATION RECOVERY (1965)
 CS2193
 CS2193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS2193'MARK NOT FOUND.
 CS2193
 CS2193                          STATION RECOVERY (1999)
 CS2193
 CS2193'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2193'MARK NOT FOUND.
 CS2193
 CS2193                          STATION RECOVERY (2004)
 CS2193
 CS2193'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS2193'RECOVERED IN GOOD CONDITION.
 CS2193
 CS2193                          STATION RECOVERY (2006)
 CS2193
 CS2193'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 CS2193'STATION IS LOCATED IN GLEN ROSE, IN THE TOP OF THE SOUTH END OF THE
 CS2193'EASTERN OF TWO CONCRETE SUPPORT PIERS FOR THE STATE HIGHWAY 144 BRIDGE
 CS2193'OVER THE PALUXY RIVER.
 CS2193
 CS2193                          STATION RECOVERY (2006)
 CS2193
 CS2193'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2006 (JV)
 CS2193'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION FORT WORTH TX DIST
 CS2193'02 2006
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0739 ***********************************************************************
 CT0739  DESIGNATION -  Y 1152
 CT0739  PID         -  CT0739
 CT0739  STATE/COUNTY-  TX/JONES
 CT0739  USGS QUAD   -  FUNSTON (1965)
 CT0739
 CT0739                         *CURRENT SURVEY CONTROL
 CT0739  ___________________________________________________________________
 CT0739* NAD 83(1986)-  32 51 14.     (N)    099 50 48.     (W)     SCALED    
 CT0739* NAVD 88     -       496.561  (meters)    1629.13   (feet)  ADJUSTED  
 CT0739  ___________________________________________________________________
 CT0739  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0739  DYNAMIC HT  -         495.925 (meters)    1627.05  (feet)  COMP
 CT0739  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 CT0739
 CT0739  VERT ORDER  -  SECOND    CLASS 0
 CT0739
 CT0739.The horizontal coordinates were scaled from a topographic map and have
 CT0739.an estimated accuracy of +/- 6 seconds.
 CT0739
 CT0739.The orthometric height was determined by differential leveling
 CT0739.and adjusted by the National Geodetic Survey in June 1991..
 CT0739
 CT0739.The geoid height was determined by GEOID03.
 CT0739
 CT0739.The dynamic height is computed by dividing the NAVD 88
 CT0739.geopotential number by the normal gravity value computed on the
 CT0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0739.degrees latitude (g = 980.6199 gals.).
 CT0739
 CT0739.The modeled gravity was interpolated from observed gravity values.
 CT0739
 CT0739;                    North         East    Units  Estimated Accuracy
 CT0739;SPC TXNC     - 2,132,460.      473,960.      MT  (+/- 180 meters Scaled)
 CT0739
 CT0739                          SUPERSEDED SURVEY CONTROL
 CT0739
 CT0739  NGVD 29 (??/??/92)  496.370  (m)         1628.51   (f) ADJ UNCH    2 0
 CT0739
 CT0739.Superseded values are not recommended for survey control.
 CT0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0739.See file dsdata.txt to determine how the superseded data were derived.
 CT0739
 CT0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB207354(NAD 83)
 CT0739_MARKER: DB = BENCH MARK DISK
 CT0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0739_STAMPING: Y 1152 1961
 CT0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0739+STABILITY: SURFACE MOTION
 CT0739
 CT0739  HISTORY     - Date     Condition        Report By
 CT0739  HISTORY     - 1961     MONUMENTED       CGS
 CT0739
 CT0739                          STATION DESCRIPTION
 CT0739
 CT0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0739'6.0 MI SW FROM STAMFORD.
 CT0739'6.0 MILES SOUTHWEST ALONG THE WICHITA VALLEY RAILROAD FROM THE
 CT0739'RAILROAD STATION AT STAMFORD, 66 FEET NORTHWEST OF THE CENTER OF A
 CT0739'CROSSING, 68 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 36 FEET WEST
 CT0739'OF THE WEST RAIL, 3 FEET EAST OF TELEPHONE POLE WITH ONE GUYWIRE, 1
 CT0739'FOOT BELOW THE LEVEL OF THE RAILROAD, 3 FEET NORTH OF A METAL WITNESS
 CT0739'POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN
 CT0739'THE GROUND AND PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0246 ***********************************************************************
 CU0246  DESIGNATION -  Y 1157
 CU0246  PID         -  CU0246
 CU0246  STATE/COUNTY-  TX/TAYLOR
 CU0246  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0246
 CU0246                         *CURRENT SURVEY CONTROL
 CU0246  ___________________________________________________________________
 CU0246* NAD 83(1986)-  32 17 54.     (N)    100 06 47.     (W)     SCALED    
 CU0246* NAVD 88     -       756.924  (meters)    2483.34   (feet)  ADJUSTED  
 CU0246  ___________________________________________________________________
 CU0246  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0246  DYNAMIC HT  -         755.911 (meters)    2480.02  (feet)  COMP
 CU0246  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 CU0246
 CU0246  VERT ORDER  -  SECOND    CLASS 0
 CU0246
 CU0246.The horizontal coordinates were scaled from a topographic map and have
 CU0246.an estimated accuracy of +/- 6 seconds.
 CU0246
 CU0246.The orthometric height was determined by differential leveling
 CU0246.and adjusted by the National Geodetic Survey in June 1991..
 CU0246
 CU0246.The geoid height was determined by GEOID03.
 CU0246
 CU0246.The dynamic height is computed by dividing the NAVD 88
 CU0246.geopotential number by the normal gravity value computed on the
 CU0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0246.degrees latitude (g = 980.6199 gals.).
 CU0246
 CU0246.The modeled gravity was interpolated from observed gravity values.
 CU0246
 CU0246;                    North         East    Units  Estimated Accuracy
 CU0246;SPC TXNC     - 2,071,210.      448,090.      MT  (+/- 180 meters Scaled)
 CU0246
 CU0246                          SUPERSEDED SURVEY CONTROL
 CU0246
 CU0246  NGVD 29 (??/??/92)  756.721  (m)         2482.68   (f) ADJ UNCH    2 0
 CU0246
 CU0246.Superseded values are not recommended for survey control.
 CU0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0246.See file dsdata.txt to determine how the superseded data were derived.
 CU0246
 CU0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA952740(NAD 83)
 CU0246_MARKER: DB = BENCH MARK DISK
 CU0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0246_STAMPING: Y 1157 1961
 CU0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0246+STABILITY: SURFACE MOTION
 CU0246
 CU0246  HISTORY     - Date     Condition        Report By
 CU0246  HISTORY     - 1961     MONUMENTED       CGS
 CU0246  HISTORY     - 19940707 GOOD             USPSQD
 CU0246
 CU0246                          STATION DESCRIPTION
 CU0246
 CU0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0246'19.6 MI SE FROM MERKEL.
 CU0246'18.2 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0246'THENCE 1.4 MILES EAST ALONG A GRAVEL ROAD, ABOUT 250 FEET SOUTHEAST OF
 CU0246'A WINDMILL, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH
 CU0246'OF A FENCE, LEVEL WITH THE ROAD, 6 FEET WEST OF A METAL WITNESS POST
 CU0246'WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE
 CU0246'GROUND AND FLUSH WITH THE GROUND.
 CU0246
 CU0246                          STATION RECOVERY (1994)
 CU0246
 CU0246'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0247 ***********************************************************************
 CU0247  DESIGNATION -  Y 1157 RESET 1965
 CU0247  PID         -  CU0247
 CU0247  STATE/COUNTY-  TX/TAYLOR
 CU0247  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0247
 CU0247                         *CURRENT SURVEY CONTROL
 CU0247  ___________________________________________________________________
 CU0247* NAD 83(1986)-  32 17 55.     (N)    100 06 47.     (W)     SCALED    
 CU0247* NAVD 88     -       757.01   (+/-2cm)    2483.6    (feet)  VERTCON   
 CU0247  ___________________________________________________________________
 CU0247  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0247
 CU0247  VERT ORDER  -  THIRD (See Below)
 CU0247
 CU0247.The horizontal coordinates were scaled from a topographic map and have
 CU0247.an estimated accuracy of +/- 6 seconds.
 CU0247
 CU0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0247.The vertical order pertains to the NGVD 29 superseded value.
 CU0247
 CU0247.The geoid height was determined by GEOID03.
 CU0247
 CU0247;                    North         East    Units  Estimated Accuracy
 CU0247;SPC TXNC     - 2,071,240.      448,090.      MT  (+/- 180 meters Scaled)
 CU0247
 CU0247                          SUPERSEDED SURVEY CONTROL
 CU0247
 CU0247  NGVD 29 (01/29/03)  756.81   (m)         2483.0    (f) RESET       3  
 CU0247
 CU0247.Superseded values are not recommended for survey control.
 CU0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0247.See file dsdata.txt to determine how the superseded data were derived.
 CU0247
 CU0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA952740(NAD 83)
 CU0247_MARKER: DB = BENCH MARK DISK
 CU0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0247_STAMPING: Y 1157 RESET 1965
 CU0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0247+STABILITY: SURFACE MOTION
 CU0247
 CU0247  HISTORY     - Date     Condition        Report By
 CU0247  HISTORY     - 1965     MONUMENTED       CGS
 CU0247
 CU0247                          STATION DESCRIPTION
 CU0247
 CU0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CU0247'19.65 MI SE FROM MERKEL.
 CU0247'ABOUT 18.3 MILES SOUTHWEST ALONG FARM ROAD 126 FROM THE JUNCTION OF
 CU0247'FARM ROAD 126 AND LOOP 39 IN MERKEL, TAYLOR COUNTY, THENCE 1.35 MILES
 CU0247'EAST ALONG FARM ROAD 2928 TO MARK, 58 FEET NORTH OF THE CENTER LINE OF
 CU0247'ROAD, 175 FEET SOUTHEAST OF A WINDMILL, 30 FEET EAST OF THE CENTER OF
 CU0247'A TRACK ROAD, 1 FOOT WEST OF A FENCE LINE AND 1 FOOT NORTH OF A METAL
 CU0247'WITNESS POST, AND IS ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK SET
 CU0247'IN A 12-INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 CU0247'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0593 ***********************************************************************
 CT0593  DESIGNATION -  Y 1158
 CT0593  PID         -  CT0593
 CT0593  STATE/COUNTY-  TX/CALLAHAN
 CT0593  USGS QUAD   -  EULA (1984)
 CT0593
 CT0593                         *CURRENT SURVEY CONTROL
 CT0593  ___________________________________________________________________
 CT0593* NAD 83(1986)-  32 16 53.     (N)    099 31 19.     (W)     SCALED    
 CT0593* NAVD 88     -       606.044  (meters)    1988.33   (feet)  POSTED    
 CT0593  ___________________________________________________________________
 CT0593  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CT0593  DYNAMIC HT  -         605.250 (meters)    1985.72  (feet)  COMP
 CT0593  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 CT0593
 CT0593  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0593
 CT0593.The horizontal coordinates were scaled from a topographic map and have
 CT0593.an estimated accuracy of +/- 6 seconds.
 CT0593
 CT0593.The orthometric height was determined by differential leveling
 CT0593.and adjusted by the National Geodetic Survey in 1992..
 CT0593.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0593.rate of 1.1 thru 2.0 mm/km.
 CT0593
 CT0593.The geoid height was determined by GEOID03.
 CT0593
 CT0593.The dynamic height is computed by dividing the NAVD 88
 CT0593.geopotential number by the normal gravity value computed on the
 CT0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0593.degrees latitude (g = 980.6199 gals.).
 CT0593
 CT0593.The modeled gravity was interpolated from observed gravity values.
 CT0593
 CT0593;                    North         East    Units  Estimated Accuracy
 CT0593;SPC TXNC     - 2,068,640.      503,730.      MT  (+/- 180 meters Scaled)
 CT0593
 CT0593                          SUPERSEDED SURVEY CONTROL
 CT0593
 CT0593  NGVD 29 (??/??/92)  605.878  (m)         1987.78   (f) ADJ UNCH    1 2
 CT0593
 CT0593.Superseded values are not recommended for survey control.
 CT0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0593.See file dsdata.txt to determine how the superseded data were derived.
 CT0593
 CT0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA508717(NAD 83)
 CT0593_MARKER: DB = BENCH MARK DISK
 CT0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0593_STAMPING: Y 1158 1961
 CT0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0593+STABILITY: SURFACE MOTION
 CT0593
 CT0593  HISTORY     - Date     Condition        Report By
 CT0593  HISTORY     - 1961     MONUMENTED       CGS
 CT0593
 CT0593                          STATION DESCRIPTION
 CT0593
 CT0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0593'10.5 MI SW FROM CLYDE.
 CT0593'0.2 MILE WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE,
 CT0593'THENCE 10.3 MILES SOUTHWEST ALONG FARM ROAD 604, 43 FEET NORTH OF THE
 CT0593'CENTER LINE OF THE HIGHWAY, 42 FEET EAST OF A DRIVEWAY TO A HOUSE, 6
 CT0593'FEET WEST OF A METAL WITNESS POST WITH SIGN, 4 FEET EAST OF A POWER
 CT0593'POLE, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN TOP OF A
 CT0593'CYLINDRICAL CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0578 ***********************************************************************
 CT0578  DESIGNATION -  Y 1159
 CT0578  PID         -  CT0578
 CT0578  STATE/COUNTY-  TX/TAYLOR
 CT0578  USGS QUAD   -  ABILENE EAST (1987)
 CT0578
 CT0578                         *CURRENT SURVEY CONTROL
 CT0578  ___________________________________________________________________
 CT0578* NAD 83(1986)-  32 29 49.     (N)    099 37 50.     (W)     SCALED    
 CT0578* NAVD 88     -       537.146  (meters)    1762.29   (feet)  ADJUSTED  
 CT0578  ___________________________________________________________________
 CT0578  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CT0578  DYNAMIC HT  -         536.449 (meters)    1760.00  (feet)  COMP
 CT0578  MODELED GRAV-     979,325.2   (mgal)                       NAVD 88
 CT0578
 CT0578  VERT ORDER  -  SECOND    CLASS 0
 CT0578
 CT0578.The horizontal coordinates were scaled from a topographic map and have
 CT0578.an estimated accuracy of +/- 6 seconds.
 CT0578
 CT0578.The orthometric height was determined by differential leveling
 CT0578.and adjusted by the National Geodetic Survey in June 1991..
 CT0578
 CT0578.The geoid height was determined by GEOID03.
 CT0578
 CT0578.The dynamic height is computed by dividing the NAVD 88
 CT0578.geopotential number by the normal gravity value computed on the
 CT0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0578.degrees latitude (g = 980.6199 gals.).
 CT0578
 CT0578.The modeled gravity was interpolated from observed gravity values.
 CT0578
 CT0578;                    North         East    Units  Estimated Accuracy
 CT0578;SPC TXNC     - 2,092,640.      493,760.      MT  (+/- 180 meters Scaled)
 CT0578
 CT0578                          SUPERSEDED SURVEY CONTROL
 CT0578
 CT0578  NGVD 29 (??/??/92)  537.005  (m)         1761.82   (f) ADJ UNCH    2 0
 CT0578
 CT0578.Superseded values are not recommended for survey control.
 CT0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0578.See file dsdata.txt to determine how the superseded data were derived.
 CT0578
 CT0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA407956(NAD 83)
 CT0578_MARKER: DB = BENCH MARK DISK
 CT0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0578_STAMPING: Y 1159 1961
 CT0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0578+STABILITY: SURFACE MOTION
 CT0578
 CT0578  HISTORY     - Date     Condition        Report By
 CT0578  HISTORY     - 1961     MONUMENTED       CGS
 CT0578  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 CT0578  HISTORY     - 20011013 GOOD             USPSQD
 CT0578
 CT0578                          STATION DESCRIPTION
 CT0578
 CT0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0578'4.5 MI N FROM ELMDALE.
 CT0578'4.5 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDAL SCHOOL, 70 FEET
 CT0578'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 43.6 FEET EAST OF
 CT0578'THE CENTER OF A PAVED ROAD, 29 FEET NORTH OF A TELEPHONE POLE, 20.6
 CT0578'FEET SOUTH OF THE CENTER OF A DRIVEWAY TO A HOUSE, 5.3 FEET SOUTH OF A
 CT0578'FENCE CORNER, 3.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 1 FOOT
 CT0578'HIGHER THAN THE ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE POST
 CT0578'PROJECTING 2 INCHES ABOVE GROUND.
 CT0578
 CT0578                          STATION RECOVERY (1994)
 CT0578
 CT0578'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0578'MARK NOT FOUND.
 CT0578
 CT0578                          STATION RECOVERY (2001)
 CT0578
 CT0578'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0026 ***********************************************************************
 CA0026  DESIGNATION -  Y 116
 CA0026  PID         -  CA0026
 CA0026  STATE/COUNTY-  TX/HAMILTON
 CA0026  USGS QUAD   -  HICO (1979)
 CA0026
 CA0026                         *CURRENT SURVEY CONTROL
 CA0026  ___________________________________________________________________
 CA0026* NAD 83(1986)-  31 57 18.     (N)    098 03 17.     (W)     SCALED    
 CA0026* NAVD 88     -       341.276  (meters)    1119.67   (feet)  ADJUSTED  
 CA0026  ___________________________________________________________________
 CA0026  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CA0026  DYNAMIC HT  -         340.844 (meters)    1118.25  (feet)  COMP
 CA0026  MODELED GRAV-     979,365.1   (mgal)                       NAVD 88
 CA0026
 CA0026  VERT ORDER  -  SECOND    CLASS 0
 CA0026
 CA0026.The horizontal coordinates were scaled from a topographic map and have
 CA0026.an estimated accuracy of +/- 6 seconds.
 CA0026
 CA0026.The orthometric height was determined by differential leveling
 CA0026.and adjusted by the National Geodetic Survey in June 1991..
 CA0026
 CA0026.The geoid height was determined by GEOID03.
 CA0026
 CA0026.The dynamic height is computed by dividing the NAVD 88
 CA0026.geopotential number by the normal gravity value computed on the
 CA0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0026.degrees latitude (g = 980.6199 gals.).
 CA0026
 CA0026.The modeled gravity was interpolated from observed gravity values.
 CA0026
 CA0026;                    North         East    Units  Estimated Accuracy
 CA0026;SPC TX C     - 3,255,890.      915,410.      MT  (+/- 180 meters Scaled)
 CA0026
 CA0026                          SUPERSEDED SURVEY CONTROL
 CA0026
 CA0026  NGVD 29 (??/??/92)  341.205  (m)         1119.44   (f) ADJ UNCH    2 0
 CA0026
 CA0026.Superseded values are not recommended for survey control.
 CA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0026.See file dsdata.txt to determine how the superseded data were derived.
 CA0026
 CA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA893358(NAD 83)
 CA0026_MARKER: DB = BENCH MARK DISK
 CA0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0026_STAMPING: 1119.597 Y 116 1933
 CA0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0026+STABILITY: SURFACE MOTION
 CA0026
 CA0026  HISTORY     - Date     Condition        Report By
 CA0026  HISTORY     - 1933     MONUMENTED       CGS
 CA0026  HISTORY     - 1935     GOOD             NGS
 CA0026
 CA0026                          STATION DESCRIPTION
 CA0026
 CA0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0026'2.4 MI S FROM HICO.
 CA0026'2.4 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE POST OFFICE AT HICO,
 CA0026'HAMILTON COUNTY, AT A ROAD JUNCTION, ON THE EAST SIDE OF THE ROAD, AT
 CA0026'THE SOUTH RIGHT-OF-WAY FENCE OF THE NEW ROAD, AND 8 FEET EAST OF THE
 CA0026'CORNER POST.
 CA0026
 CA0026                          STATION RECOVERY (1935)
 CA0026
 CA0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0762 ***********************************************************************
 CT0762  DESIGNATION -  Y 1160
 CT0762  PID         -  CT0762
 CT0762  STATE/COUNTY-  TX/TAYLOR
 CT0762  USGS QUAD   -  HAMBY (1987)
 CT0762
 CT0762                         *CURRENT SURVEY CONTROL
 CT0762  ___________________________________________________________________
 CT0762* NAD 83(1986)-  32 31 07.     (N)    099 38 18.     (W)     SCALED    
 CT0762* NAVD 88     -       528.211  (meters)    1732.97   (feet)  ADJUSTED  
 CT0762  ___________________________________________________________________
 CT0762  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CT0762  DYNAMIC HT  -         527.527 (meters)    1730.73  (feet)  COMP
 CT0762  MODELED GRAV-     979,329.2   (mgal)                       NAVD 88
 CT0762
 CT0762  VERT ORDER  -  SECOND    CLASS 0
 CT0762
 CT0762.The horizontal coordinates were scaled from a topographic map and have
 CT0762.an estimated accuracy of +/- 6 seconds.
 CT0762
 CT0762.The orthometric height was determined by differential leveling
 CT0762.and adjusted by the National Geodetic Survey in June 1991..
 CT0762
 CT0762.The geoid height was determined by GEOID03.
 CT0762
 CT0762.The dynamic height is computed by dividing the NAVD 88
 CT0762.geopotential number by the normal gravity value computed on the
 CT0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0762.degrees latitude (g = 980.6199 gals.).
 CT0762
 CT0762.The modeled gravity was interpolated from observed gravity values.
 CT0762
 CT0762;                    North         East    Units  Estimated Accuracy
 CT0762;SPC TXNC     - 2,095,050.      493,060.      MT  (+/- 180 meters Scaled)
 CT0762
 CT0762                          SUPERSEDED SURVEY CONTROL
 CT0762
 CT0762  NGVD 29 (??/??/92)  528.072  (m)         1732.52   (f) ADJ UNCH    2 0
 CT0762
 CT0762.Superseded values are not recommended for survey control.
 CT0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0762.See file dsdata.txt to determine how the superseded data were derived.
 CT0762
 CT0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA400981(NAD 83)
 CT0762_MARKER: DB = BENCH MARK DISK
 CT0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0762_SP_SET: BUILDING
 CT0762_STAMPING: Y 1160 1961
 CT0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0762
 CT0762  HISTORY     - Date     Condition        Report By
 CT0762  HISTORY     - 1961     MONUMENTED       CGS
 CT0762  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0762
 CT0762                          STATION DESCRIPTION
 CT0762
 CT0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0762'6.35 MI N FROM ELMDALE.
 CT0762'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0762'0.45 MILE WEST ALONG A PAVED ROAD TO HAMBY HIGH SCHOOL, 114 FEET NORTH
 CT0762'OF THE CENTER OF A PAVED ROAD, 28 FEET NORTHEAST OF THE FLAG POLE,
 CT0762'20.5 FEET EAST OF THE CENTER OF THE ENTRANCE TO SCHOOL HOUSE, 8.7 FEET
 CT0762'WEST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 1 FOOT SOUTH OF
 CT0762'THE SOUTH SIDE OF THE SCHOOL BUILDING, SET IN TOP OF A ROUND CONCRETE
 CT0762'POST FLUSH WITH THE GROUND.
 CT0762
 CT0762                          STATION RECOVERY (2001)
 CT0762
 CT0762'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0414 ***********************************************************************
 CR0414  DESIGNATION -  Y 1161
 CR0414  PID         -  CR0414
 CR0414  STATE/COUNTY-  TX/SMITH
 CR0414  USGS QUAD   -  TYLER SOUTH (1973)
 CR0414
 CR0414                         *CURRENT SURVEY CONTROL
 CR0414  ___________________________________________________________________
 CR0414* NAD 83(1986)-  32 18 11.     (N)    095 19 22.     (W)     SCALED    
 CR0414* NAVD 88     -       153.577  (meters)     503.86   (feet)  ADJUSTED  
 CR0414  ___________________________________________________________________
 CR0414  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0414  DYNAMIC HT  -         153.396 (meters)     503.27  (feet)  COMP
 CR0414  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 CR0414
 CR0414  VERT ORDER  -  FIRST     CLASS II
 CR0414
 CR0414.The horizontal coordinates were scaled from a topographic map and have
 CR0414.an estimated accuracy of +/- 6 seconds.
 CR0414
 CR0414.The orthometric height was determined by differential leveling
 CR0414.and adjusted by the National Geodetic Survey in June 1991..
 CR0414
 CR0414.The geoid height was determined by GEOID03.
 CR0414
 CR0414.The dynamic height is computed by dividing the NAVD 88
 CR0414.geopotential number by the normal gravity value computed on the
 CR0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0414.degrees latitude (g = 980.6199 gals.).
 CR0414
 CR0414.The modeled gravity was interpolated from observed gravity values.
 CR0414
 CR0414;                    North         East    Units  Estimated Accuracy
 CR0414;SPC TXNC     - 2,075,100.      899,180.      MT  (+/- 180 meters Scaled)
 CR0414
 CR0414                          SUPERSEDED SURVEY CONTROL
 CR0414
 CR0414  NGVD 29 (??/??/92)  153.606  (m)          503.96   (f) ADJ UNCH    1 2
 CR0414
 CR0414.Superseded values are not recommended for survey control.
 CR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0414.See file dsdata.txt to determine how the superseded data were derived.
 CR0414
 CR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR813763(NAD 83)
 CR0414_MARKER: DB = BENCH MARK DISK
 CR0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0414_STAMPING: Y 1161 1959
 CR0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0414+STABILITY: SURFACE MOTION
 CR0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0414+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0414
 CR0414  HISTORY     - Date     Condition        Report By
 CR0414  HISTORY     - 1959     MONUMENTED       CGS
 CR0414  HISTORY     - 19910420 GOOD             USPSQD
 CR0414  HISTORY     - 19960420 GOOD             USPSQD
 CR0414  HISTORY     - 20050712 GOOD             USPSQD
 CR0414
 CR0414                          STATION DESCRIPTION
 CR0414
 CR0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0414'4.9 MI S FROM TYLER.
 CR0414'ABOUT 1.9 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0414'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, THENCE ABOUT 3.0 MILES
 CR0414'SOUTH ALONG A BRANCH LINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY, 87
 CR0414'FEET NORTH OF THE 2ND POLE NORTH OF MILEPOST 551, 20 FEET EAST OF THE
 CR0414'EAST RAIL, IN LINE WITH THE TELEPHONE POLES, 124 FEET SOUTH OF THE
 CR0414'CENTER OF THE CROSSING WITH LOOP 323, 55 FEET WEST OF THE CENTER LINE
 CR0414'OF AN ISLAND IN THE CENTER OF FARM ROAD 2493, 1.5 FEET WEST OF A METAL
 CR0414'WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A
 CR0414'CONCRETE POST PROJECTING 6 INCHES.
 CR0414
 CR0414                          STATION RECOVERY (1991)
 CR0414
 CR0414'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 CR0414'RECOVERED IN GOOD CONDITION.
 CR0414
 CR0414                          STATION RECOVERY (1996)
 CR0414
 CR0414'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0414'RECOVERED IN GOOD CONDITION.
 CR0414
 CR0414                          STATION RECOVERY (2005)
 CR0414
 CR0414'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0852 ***********************************************************************
 CR0852  DESIGNATION -  Y 1162
 CR0852  PID         -  CR0852
 CR0852  STATE/COUNTY-  TX/RAINS
 CR0852  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR0852
 CR0852                         *CURRENT SURVEY CONTROL
 CR0852  ___________________________________________________________________
 CR0852* NAD 83(1986)-  32 56 31.     (N)    095 52 56.     (W)     SCALED    
 CR0852* NAVD 88     -       156.757  (meters)     514.29   (feet)  ADJUSTED  
 CR0852  ___________________________________________________________________
 CR0852  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CR0852  DYNAMIC HT  -         156.583 (meters)     513.72  (feet)  COMP
 CR0852  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 CR0852
 CR0852  VERT ORDER  -  FIRST     CLASS II
 CR0852
 CR0852.The horizontal coordinates were scaled from a topographic map and have
 CR0852.an estimated accuracy of +/- 6 seconds.
 CR0852
 CR0852.The orthometric height was determined by differential leveling
 CR0852.and adjusted by the National Geodetic Survey in June 1991..
 CR0852
 CR0852.The geoid height was determined by GEOID03.
 CR0852
 CR0852.The dynamic height is computed by dividing the NAVD 88
 CR0852.geopotential number by the normal gravity value computed on the
 CR0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0852.degrees latitude (g = 980.6199 gals.).
 CR0852
 CR0852.The modeled gravity was interpolated from observed gravity values.
 CR0852
 CR0852;                    North         East    Units  Estimated Accuracy
 CR0852;SPC TXNC     - 2,144,470.      844,740.      MT  (+/- 180 meters Scaled)
 CR0852
 CR0852                          SUPERSEDED SURVEY CONTROL
 CR0852
 CR0852  NGVD 29 (??/??/92)  156.761  (m)          514.31   (f) ADJ UNCH    1 2
 CR0852
 CR0852.Superseded values are not recommended for survey control.
 CR0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0852.See file dsdata.txt to determine how the superseded data were derived.
 CR0852
 CR0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS305485(NAD 83)
 CR0852_MARKER: DB = BENCH MARK DISK
 CR0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0852_STAMPING: Y 1162 1959
 CR0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0852+STABILITY: SURFACE MOTION
 CR0852
 CR0852  HISTORY     - Date     Condition        Report By
 CR0852  HISTORY     - 1959     MONUMENTED       CGS
 CR0852  HISTORY     - 1965     GOOD             NGS
 CR0852  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR0852
 CR0852                          STATION DESCRIPTION
 CR0852
 CR0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CR0852'1.05 MI NW FROM POINT.
 CR0852'ABOUT 1.05 MILES NORTHWEST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0852'FARM ROAD 47 AT POINT, 60 FEET NORTHEAST OF THE CENTER LINE OF THE OLD
 CR0852'U. S. HIGHWAY 69, ABOUT 0.35 MILE NORTHWEST OF A LARGE BRICK HOUSE,
 CR0852'ABOUT 120 YARDS SOUTHEAST OF A SMALL WHITE HOUSE, 97 FEET NORTHWEST OF
 CR0852'THE CENTER LINE OF A GRADED DIRT ROAD, 1-1/2 FEET SOUTHWEST OF A
 CR0852'FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A
 CR0852'CONCRETE POST PROJECTING 6 INCHES.
 CR0852
 CR0852                          STATION RECOVERY (1995)
 CR0852
 CR0852'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0077 ***********************************************************************
 DN0077  DESIGNATION -  Y 1163
 DN0077  PID         -  DN0077
 DN0077  STATE/COUNTY-  TX/HUNT
 DN0077  USGS QUAD   -  GREENVILLE SE (1962)
 DN0077
 DN0077                         *CURRENT SURVEY CONTROL
 DN0077  ___________________________________________________________________
 DN0077* NAD 83(1986)-  33 05 05.     (N)    096 02 45.     (W)     SCALED    
 DN0077* NAVD 88     -       162.243  (meters)     532.29   (feet)  ADJUSTED  
 DN0077  ___________________________________________________________________
 DN0077  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DN0077  DYNAMIC HT  -         162.065 (meters)     531.71  (feet)  COMP
 DN0077  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 DN0077
 DN0077  VERT ORDER  -  FIRST     CLASS II
 DN0077
 DN0077.The horizontal coordinates were scaled from a topographic map and have
 DN0077.an estimated accuracy of +/- 6 seconds.
 DN0077
 DN0077.The orthometric height was determined by differential leveling
 DN0077.and adjusted by the National Geodetic Survey in June 1991..
 DN0077
 DN0077.The geoid height was determined by GEOID03.
 DN0077
 DN0077.The dynamic height is computed by dividing the NAVD 88
 DN0077.geopotential number by the normal gravity value computed on the
 DN0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0077.degrees latitude (g = 980.6199 gals.).
 DN0077
 DN0077.The modeled gravity was interpolated from observed gravity values.
 DN0077
 DN0077;                    North         East    Units  Estimated Accuracy
 DN0077;SPC TXNC     - 2,159,920.      829,080.      MT  (+/- 180 meters Scaled)
 DN0077
 DN0077                          SUPERSEDED SURVEY CONTROL
 DN0077
 DN0077  NGVD 29 (??/??/92)  162.235  (m)          532.27   (f) ADJ UNCH    1 2
 DN0077
 DN0077.Superseded values are not recommended for survey control.
 DN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0077.See file dsdata.txt to determine how the superseded data were derived.
 DN0077
 DN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB757645(NAD 83)
 DN0077_MARKER: DB = BENCH MARK DISK
 DN0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0077_STAMPING: Y 1163 1959
 DN0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0077+STABILITY: SURFACE MOTION
 DN0077
 DN0077  HISTORY     - Date     Condition        Report By
 DN0077  HISTORY     - 1959     MONUMENTED       CGS
 DN0077  HISTORY     - 19940421 GOOD             USPSQD
 DN0077
 DN0077                          STATION DESCRIPTION
 DN0077
 DN0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0077'5.85 MI SE FROM GREENVILLE.
 DN0077'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0077'FROM THE STATION AT GREENVILLE, THENCE ABOUT 4.35 MILES SOUTHEAST
 DN0077'ALONG U. S. HIGHWAY 69, 60 FEET NORTH OF THE CENTER LINE OF THE
 DN0077'HIGHWAY, ABOUT THE CENTER OF A LONG S CURVE IN THE HIGHWAY, 63 FEET
 DN0077'WEST OF THE CENTER LINE OF A PRIVATE DIRT ROAD, 8 FEET EAST OF A POLE
 DN0077'SUPPORTING A TRANSFORMER, 2 FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A
 DN0077'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 DN0077'INCHES.
 DN0077
 DN0077                          STATION RECOVERY (1994)
 DN0077
 DN0077'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0799 ***********************************************************************
 BL0799  DESIGNATION -  Y 1164
 BL0799  PID         -  BL0799
 BL0799  STATE/COUNTY-  TX/WALKER
 BL0799  USGS QUAD   -  RIVERSIDE (1997)
 BL0799
 BL0799                         *CURRENT SURVEY CONTROL
 BL0799  ___________________________________________________________________
 BL0799* NAD 83(1986)-  30 48 04.     (N)    095 23 54.     (W)     SCALED    
 BL0799* NAVD 88     -        87.609  (meters)     287.43   (feet)  ADJUSTED  
 BL0799  ___________________________________________________________________
 BL0799  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL0799  DYNAMIC HT  -          87.496 (meters)     287.06  (feet)  COMP
 BL0799  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BL0799
 BL0799  VERT ORDER  -  FIRST     CLASS I
 BL0799
 BL0799.The horizontal coordinates were scaled from a topographic map and have
 BL0799.an estimated accuracy of +/- 6 seconds.
 BL0799
 BL0799.The orthometric height was determined by differential leveling
 BL0799.and adjusted by the National Geodetic Survey in June 1991..
 BL0799
 BL0799.The geoid height was determined by GEOID03.
 BL0799
 BL0799.The dynamic height is computed by dividing the NAVD 88
 BL0799.geopotential number by the normal gravity value computed on the
 BL0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0799.degrees latitude (g = 980.6199 gals.).
 BL0799
 BL0799.The modeled gravity was interpolated from observed gravity values.
 BL0799
 BL0799;                    North         East    Units  Estimated Accuracy
 BL0799;SPC TX C     - 3,136,230.    1,172,080.      MT  (+/- 180 meters Scaled)
 BL0799
 BL0799                          SUPERSEDED SURVEY CONTROL
 BL0799
 BL0799  NGVD 29 (12/23/87)   87.619  (m)          287.46   (f) ADJUSTED    1 1
 BL0799
 BL0799.Superseded values are not recommended for survey control.
 BL0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0799.See file dsdata.txt to determine how the superseded data were derived.
 BL0799
 BL0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ705100(NAD 83)
 BL0799_MARKER: DB = BENCH MARK DISK
 BL0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0799_SP_SET: CONCRETE POST
 BL0799_STAMPING: Y 1164 1959
 BL0799_MARK LOGO: CGS   
 BL0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0799+STABILITY: SURFACE MOTION
 BL0799
 BL0799  HISTORY     - Date     Condition        Report By
 BL0799  HISTORY     - 1959     MONUMENTED       CGS
 BL0799  HISTORY     - 1973     GOOD             NGS
 BL0799  HISTORY     - 1978     GOOD             NGS
 BL0799  HISTORY     - 1987     GOOD             USPSQD
 BL0799  HISTORY     - 1987     GOOD             NGS
 BL0799
 BL0799                          STATION DESCRIPTION
 BL0799
 BL0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0799'3.65 MI SWS FROM RIVERSIDE.
 BL0799'ABOUT 3.65 MILES SOUTHWEST AND SOUTH ALONG MISSOURI-PACIFIC RAILROAD
 BL0799'FROM THE CROSSING OF FARM ROAD 980, AT A PRIVATE ROAD CROSSING, 56 1/2
 BL0799'FEET SOUTHWEST OF THE CENTER LINE OF THE CROSSING, 44.4 FEET WEST OF
 BL0799'THE WEST RAIL, 33.7 FEET SOUTH OF THE CENTER LINE OF A STEEL CATTLE
 BL0799'GUARD, 1.7 FEET SOUTH OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL
 BL0799'OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BL0799'GROUND.
 BL0799
 BL0799                          STATION RECOVERY (1978)
 BL0799
 BL0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0799'RECOVERED IN GOOD CONDITION.
 BL0799
 BL0799                          STATION RECOVERY (1987)
 BL0799
 BL0799'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL0799'RECOVERED IN GOOD CONDITION.
 BL0799
 BL0799                          STATION RECOVERY (1987)
 BL0799
 BL0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2104 ***********************************************************************
 BY2104  DESIGNATION -  Y 1165
 BY2104  PID         -  BY2104
 BY2104  STATE/COUNTY-  TX/ANDERSON
 BY2104  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2104
 BY2104                         *CURRENT SURVEY CONTROL
 BY2104  ___________________________________________________________________
 BY2104* NAD 83(1986)-  31 39 43.     (N)    095 36 56.     (W)     SCALED    
 BY2104* NAVD 88     -        89.73   (+/-2cm)     294.4    (feet)  VERTCON   
 BY2104  ___________________________________________________________________
 BY2104  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY2104
 BY2104  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2104
 BY2104.The horizontal coordinates were scaled from a topographic map and have
 BY2104.an estimated accuracy of +/- 6 seconds.
 BY2104
 BY2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2104.The vertical order pertains to the NGVD 29 superseded value.
 BY2104
 BY2104.The geoid height was determined by GEOID03.
 BY2104
 BY2104;                    North         East    Units  Estimated Accuracy
 BY2104;SPC TX C     - 3,230,680.    1,147,270.      MT  (+/- 180 meters Scaled)
 BY2104
 BY2104                          SUPERSEDED SURVEY CONTROL
 BY2104
 BY2104  NGVD 29 (??/??/92)   89.716  (m)          294.34   (f) ADJ UNCH    1 2
 BY2104
 BY2104.Superseded values are not recommended for survey control.
 BY2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2104.See file dsdata.txt to determine how the superseded data were derived.
 BY2104
 BY2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR520059(NAD 83)
 BY2104_MARKER: DB = BENCH MARK DISK
 BY2104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY2104_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY2104_STAMPING: Y 1165 1960
 BY2104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2104
 BY2104  HISTORY     - Date     Condition        Report By
 BY2104  HISTORY     - 1960     MONUMENTED       CGS
 BY2104
 BY2104                          STATION DESCRIPTION
 BY2104
 BY2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2104'4.25 MI NW FROM ELKHART.
 BY2104'ABOUT 4.25 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY2104'THE STATION AT ELKHART, 6 FEET SOUTHEAST OF THE FIRST TELEPHONE POLE
 BY2104'SOUTHEAST OF MILEPOST 8, 36 FEET SOUTH OF THE SOUTH CORNER OF TRESTLE
 BY2104'NO. 8, 30 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 14 1/2 FEET
 BY2104'NORTHEAST OF A FENCE, IN LINE WITH A ROW OF TELEPHONE POLES, 53 FEET
 BY2104'NORTHEAST OF A 15-INCH OAK TREE, 6 FEET NORTHWEST OF THE CENTER OF A
 BY2104'GATE, ABOUT LEVEL WITH THE TRACK, A DISK ON THE TOP OF A 3 1/2-INCH
 BY2104'IRON PIPE THAT PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0069 ***********************************************************************
 DO0069  DESIGNATION -  Y 1166
 DO0069  PID         -  DO0069
 DO0069  STATE/COUNTY-  TX/CLAY
 DO0069  USGS QUAD   -  VASHTI (1963)
 DO0069
 DO0069                         *CURRENT SURVEY CONTROL
 DO0069  ___________________________________________________________________
 DO0069* NAD 83(1986)-  33 35 34.     (N)    098 01 42.     (W)     SCALED    
 DO0069* NAVD 88     -       315.694  (meters)    1035.74   (feet)  ADJUSTED  
 DO0069  ___________________________________________________________________
 DO0069  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DO0069  DYNAMIC HT  -         315.342 (meters)    1034.58  (feet)  COMP
 DO0069  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 DO0069
 DO0069  VERT ORDER  -  SECOND    CLASS 0
 DO0069
 DO0069.The horizontal coordinates were scaled from a topographic map and have
 DO0069.an estimated accuracy of +/- 6 seconds.
 DO0069
 DO0069.The orthometric height was determined by differential leveling
 DO0069.and adjusted by the National Geodetic Survey in June 1991..
 DO0069
 DO0069.The geoid height was determined by GEOID03.
 DO0069
 DO0069.The dynamic height is computed by dividing the NAVD 88
 DO0069.geopotential number by the normal gravity value computed on the
 DO0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0069.degrees latitude (g = 980.6199 gals.).
 DO0069
 DO0069.The modeled gravity was interpolated from observed gravity values.
 DO0069
 DO0069;                    North         East    Units  Estimated Accuracy
 DO0069;SPC TXNC     - 2,213,690.      643,780.      MT  (+/- 180 meters Scaled)
 DO0069
 DO0069                          SUPERSEDED SURVEY CONTROL
 DO0069
 DO0069  NGVD 29 (??/??/92)  315.758  (m)         1035.95   (f) ADJ UNCH    2 0
 DO0069
 DO0069.Superseded values are not recommended for survey control.
 DO0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0069.See file dsdata.txt to determine how the superseded data were derived.
 DO0069
 DO0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC901174(NAD 83)
 DO0069_MARKER: DB = BENCH MARK DISK
 DO0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0069_SP_SET: CULVERT
 DO0069_STAMPING: Y 1166 1961
 DO0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0069
 DO0069  HISTORY     - Date     Condition        Report By
 DO0069  HISTORY     - 1961     MONUMENTED       CGS
 DO0069
 DO0069                          STATION DESCRIPTION
 DO0069
 DO0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0069'3.6 MI S FROM BELLEVUE.
 DO0069'ABOUT 3.6 MILES SOUTH ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DO0069'BELLEVUE, OR 0.3 MILE EAST ALONG FARM ROADS 174 AND 1288 FROM THE
 DO0069'METHODIST CHURCH AT VASHTI, THENCE 2.65 MILES NORTH ALONG FARM ROAD
 DO0069'1288, 13 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE CENTER
 DO0069'OF THE TOP OF THE EAST CONCRETE HEAD WALL OF A CONCRETE CULVERT, AND
 DO0069'ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0223 ***********************************************************************
 DO0223  DESIGNATION -  Y 1167
 DO0223  PID         -  DO0223
 DO0223  STATE/COUNTY-  TX/JACK
 DO0223  USGS QUAD   -  POSTOAK (1979)
 DO0223
 DO0223                         *CURRENT SURVEY CONTROL
 DO0223  ___________________________________________________________________
 DO0223* NAD 83(1986)-  33 25 49.     (N)    098 11 41.     (W)     SCALED    
 DO0223* NAVD 88     -       304.351  (meters)     998.52   (feet)  ADJUSTED  
 DO0223  ___________________________________________________________________
 DO0223  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DO0223  DYNAMIC HT  -         304.009 (meters)     997.40  (feet)  COMP
 DO0223  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 DO0223
 DO0223  VERT ORDER  -  SECOND    CLASS 0
 DO0223
 DO0223.The horizontal coordinates were scaled from a topographic map and have
 DO0223.an estimated accuracy of +/- 6 seconds.
 DO0223
 DO0223.The orthometric height was determined by differential leveling
 DO0223.and adjusted by the National Geodetic Survey in June 1991..
 DO0223
 DO0223.The geoid height was determined by GEOID03.
 DO0223
 DO0223.The dynamic height is computed by dividing the NAVD 88
 DO0223.geopotential number by the normal gravity value computed on the
 DO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0223.degrees latitude (g = 980.6199 gals.).
 DO0223
 DO0223.The modeled gravity was interpolated from observed gravity values.
 DO0223
 DO0223;                    North         East    Units  Estimated Accuracy
 DO0223;SPC TXNC     - 2,195,610.      628,390.      MT  (+/- 180 meters Scaled)
 DO0223
 DO0223                          SUPERSEDED SURVEY CONTROL
 DO0223
 DO0223  NGVD 29 (??/??/92)  304.433  (m)          998.79   (f) ADJ UNCH    2 0
 DO0223
 DO0223.Superseded values are not recommended for survey control.
 DO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0223.See file dsdata.txt to determine how the superseded data were derived.
 DO0223
 DO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB748992(NAD 83)
 DO0223_MARKER: DB = BENCH MARK DISK
 DO0223_SETTING: 66 = SET IN ROCK OUTCROP
 DO0223_SP_SET: OUTCROP
 DO0223_STAMPING: Y 1167 1961
 DO0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0223+STABILITY: POSITION/ELEVATION WELL
 DO0223
 DO0223  HISTORY     - Date     Condition        Report By
 DO0223  HISTORY     - 1961     MONUMENTED       CGS
 DO0223  HISTORY     - 1984     GOOD             NGS
 DO0223  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0223
 DO0223                          STATION DESCRIPTION
 DO0223
 DO0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0223'12.6 MI SW FROM BUFFALO SPRINGS.
 DO0223'ABOUT 3.5 MILES WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0223'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS THENCE 9.1
 DO0223'MILES SOUTH ALONG STATE HIGHWAY 148, OR ABOUT 15.5 MILES NORTH ALONG
 DO0223'STATE HIGHWAY 148 FROM THE COURTHOUSE AT JACKSBORO, 0.9 MILE SOUTH OF
 DO0223'THE JUNCTION OF FARM ROAD 1125 LEADING EAST AND A DIRT ROAD LEADING
 DO0223'WEST, 0.15 MILE SOUTH OF A POWER LINE CROSSING THE HIGHWAY AT A
 DO0223'FARMHOUSE, 103 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 DO0223'TOP OF A SANDSTONE OUTCROP, 45 FEET EAST OF A FENCE, ABOUT 2 FEET
 DO0223'ABOVE THE LEVEL OF THE HIGHWAY, AND PROJECTING 12 INCHES.
 DO0223
 DO0223                          STATION RECOVERY (1984)
 DO0223
 DO0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0223'5.60 KM (3.5 MI) WEST ON STATE HIGHWAY 174 FROM THE MAIN INTERSECTION
 DO0223'IN BUFFALO SPRINGS, THEN 14.56 KM (9.1 MI) SOUTH ALONG STATE HIGHWAY
 DO0223'148 TO MARK ON THE LEFT. IT IS 1.44 KM (0.9 MI) SOUTH OF FARM ROAD
 DO0223'2127, 31.39 METERS (103.0 FT) EAST OF THE CENTER OF THE HIGHWAY,
 DO0223'13.72 METERS (45.0 FT) EAST OF A FENCE AND IN A WOODED PASTURE.
 DO0223
 DO0223                          STATION RECOVERY (2005)
 DO0223
 DO0223'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0149 ***********************************************************************
 DO0149  DESIGNATION -  Y 1168
 DO0149  PID         -  DO0149
 DO0149  STATE/COUNTY-  TX/JACK
 DO0149  USGS QUAD   -  LYNN CREEK (1981)
 DO0149
 DO0149                         *CURRENT SURVEY CONTROL
 DO0149  ___________________________________________________________________
 DO0149* NAD 83(1986)-  33 15 32.     (N)    098 15 57.     (W)     SCALED    
 DO0149* NAVD 88     -       327.925  (meters)    1075.87   (feet)  ADJUSTED  
 DO0149  ___________________________________________________________________
 DO0149  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0149  DYNAMIC HT  -         327.550 (meters)    1074.64  (feet)  COMP
 DO0149  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 DO0149
 DO0149  VERT ORDER  -  SECOND    CLASS 0
 DO0149
 DO0149.The horizontal coordinates were scaled from a topographic map and have
 DO0149.an estimated accuracy of +/- 6 seconds.
 DO0149
 DO0149.The orthometric height was determined by differential leveling
 DO0149.and adjusted by the National Geodetic Survey in June 1991..
 DO0149
 DO0149.The geoid height was determined by GEOID03.
 DO0149
 DO0149.The dynamic height is computed by dividing the NAVD 88
 DO0149.geopotential number by the normal gravity value computed on the
 DO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0149.degrees latitude (g = 980.6199 gals.).
 DO0149
 DO0149.The modeled gravity was interpolated from observed gravity values.
 DO0149
 DO0149;                    North         East    Units  Estimated Accuracy
 DO0149;SPC TXNC     - 2,176,590.      621,820.      MT  (+/- 180 meters Scaled)
 DO0149
 DO0149                          SUPERSEDED SURVEY CONTROL
 DO0149
 DO0149  NGVD 29 (??/??/92)  327.850  (m)         1075.62   (f) ADJ UNCH    2 0
 DO0149
 DO0149.Superseded values are not recommended for survey control.
 DO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0149.See file dsdata.txt to determine how the superseded data were derived.
 DO0149
 DO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB683802(NAD 83)
 DO0149_MARKER: DB = BENCH MARK DISK
 DO0149_SETTING: 66 = SET IN ROCK OUTCROP
 DO0149_SP_SET: OUTCROP
 DO0149_STAMPING: Y 1168 1961
 DO0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0149+STABILITY: POSITION/ELEVATION WELL
 DO0149
 DO0149  HISTORY     - Date     Condition        Report By
 DO0149  HISTORY     - 1961     MONUMENTED       CGS
 DO0149  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0149  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0149
 DO0149                          STATION DESCRIPTION
 DO0149
 DO0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0149'7.3 MI NW FROM JACKSBORO.
 DO0149'ABOUT 7.3 MILES NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0149'199 FROM THE COURTHOUSE AT JACKSBORO, ABOUT 0.25 MILE SOUTHEAST OF THE
 DO0149'JUNCTION OF THE TWO HIGHWAYS, ABOUT 0.15 MILE SOUTHEAST OF A MOBILE
 DO0149'SERVICE STATION, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 DO0149'TRAFFIC LANE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP, 26 FEET
 DO0149'SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARK, 10 FEET SOUTHWEST OF A
 DO0149'FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND PROJECTING 12
 DO0149'INCHES ABOVE THE GROUND.
 DO0149
 DO0149                          STATION RECOVERY (2001)
 DO0149
 DO0149'RECOVERY NOTE BY US POWER SQUADRON 2001 (RBP)
 DO0149'MARK NOT FOUND.
 DO0149
 DO0149                          STATION RECOVERY (2005)
 DO0149
 DO0149'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0149'SITE NOT THERE, HAVE PICS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0132 ***********************************************************************
 DO0132  DESIGNATION -  Y 1169
 DO0132  PID         -  DO0132
 DO0132  STATE/COUNTY-  TX/JACK
 DO0132  USGS QUAD   -  LYNN CREEK (1981)
 DO0132
 DO0132                         *CURRENT SURVEY CONTROL
 DO0132  ___________________________________________________________________
 DO0132* NAD 83(1986)-  33 22 27.     (N)    098 21 39.     (W)     SCALED    
 DO0132* NAVD 88     -       339.411  (meters)    1113.55   (feet)  ADJUSTED  
 DO0132  ___________________________________________________________________
 DO0132  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DO0132  DYNAMIC HT  -         339.025 (meters)    1112.28  (feet)  COMP
 DO0132  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 DO0132
 DO0132  VERT ORDER  -  SECOND    CLASS 0
 DO0132
 DO0132.The horizontal coordinates were scaled from a topographic map and have
 DO0132.an estimated accuracy of +/- 6 seconds.
 DO0132
 DO0132.The orthometric height was determined by differential leveling
 DO0132.and adjusted by the National Geodetic Survey in June 1991..
 DO0132
 DO0132.The geoid height was determined by GEOID03.
 DO0132
 DO0132.The dynamic height is computed by dividing the NAVD 88
 DO0132.geopotential number by the normal gravity value computed on the
 DO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0132.degrees latitude (g = 980.6199 gals.).
 DO0132
 DO0132.The modeled gravity was interpolated from observed gravity values.
 DO0132
 DO0132;                    North         East    Units  Estimated Accuracy
 DO0132;SPC TXNC     - 2,189,350.      612,950.      MT  (+/- 180 meters Scaled)
 DO0132
 DO0132                          SUPERSEDED SURVEY CONTROL
 DO0132
 DO0132  NGVD 29 (??/??/92)  339.346  (m)         1113.34   (f) ADJ UNCH    2 0
 DO0132
 DO0132.Superseded values are not recommended for survey control.
 DO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0132.See file dsdata.txt to determine how the superseded data were derived.
 DO0132
 DO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB594929(NAD 83)
 DO0132_MARKER: DB = BENCH MARK DISK
 DO0132_SETTING: 66 = SET IN ROCK OUTCROP
 DO0132_SP_SET: OUTCROP
 DO0132_STAMPING: Y 1169 1961
 DO0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0132+STABILITY: POSITION/ELEVATION WELL
 DO0132
 DO0132  HISTORY     - Date     Condition        Report By
 DO0132  HISTORY     - 1961     MONUMENTED       CGS
 DO0132  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0132  HISTORY     - 20050416 GOOD             USPSQD
 DO0132
 DO0132                          STATION DESCRIPTION
 DO0132
 DO0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0132'4.9 MI S FROM ANTELOPE.
 DO0132'ABOUT 1.95 MILES SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0132'ANTELOPE, THENCE 2.95 MILES SOUTH ALONG U. S. HIGHWAY 281, 308 FEET
 DO0132'SOUTH OF AN OIL WELL ON THE CREST OF A HILL, 96 FEET EAST OF THE
 DO0132'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP, 108 FEET
 DO0132'SOUTH OF A POWER LINE CROSSING OVER THE HIGHWAY, 26 FEET EAST OF A
 DO0132'FENCE. 6 FEET WEST OF A 2-INCH OIL LINE PIPE, ABOUT 1 FOOT BELOW THE
 DO0132'LEVEL OF THE HIGHWAY, AND ABOUT FLUSH WITH THE GROUND.
 DO0132
 DO0132                          STATION RECOVERY (2001)
 DO0132
 DO0132'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0132'MARK NOT FOUND.
 DO0132
 DO0132                          STATION RECOVERY (2005)
 DO0132
 DO0132'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0057 ***********************************************************************
 CA0057  DESIGNATION -  Y 117
 CA0057  PID         -  CA0057
 CA0057  STATE/COUNTY-  TX/MILLS
 CA0057  USGS QUAD   -  INDIAN GAP (1979)
 CA0057
 CA0057                         *CURRENT SURVEY CONTROL
 CA0057  ___________________________________________________________________
 CA0057* NAD 83(1986)-  31 40 49.     (N)    098 28 04.     (W)     SCALED    
 CA0057* NAVD 88     -       458.731  (meters)    1505.02   (feet)  ADJUSTED  
 CA0057  ___________________________________________________________________
 CA0057  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CA0057  DYNAMIC HT  -         458.129 (meters)    1503.04  (feet)  COMP
 CA0057  MODELED GRAV-     979,313.5   (mgal)                       NAVD 88
 CA0057
 CA0057  VERT ORDER  -  SECOND    CLASS 0
 CA0057
 CA0057.The horizontal coordinates were scaled from a topographic map and have
 CA0057.an estimated accuracy of +/- 6 seconds.
 CA0057
 CA0057.The orthometric height was determined by differential leveling
 CA0057.and adjusted by the National Geodetic Survey in June 1991..
 CA0057
 CA0057.The geoid height was determined by GEOID03.
 CA0057
 CA0057.The dynamic height is computed by dividing the NAVD 88
 CA0057.geopotential number by the normal gravity value computed on the
 CA0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0057.degrees latitude (g = 980.6199 gals.).
 CA0057
 CA0057.The modeled gravity was interpolated from observed gravity values.
 CA0057
 CA0057;                    North         East    Units  Estimated Accuracy
 CA0057;SPC TX C     - 3,224,710.      876,870.      MT  (+/- 180 meters Scaled)
 CA0057
 CA0057                          SUPERSEDED SURVEY CONTROL
 CA0057
 CA0057  NGVD 29 (??/??/92)  458.632  (m)         1504.70   (f) ADJ UNCH    2 0
 CA0057
 CA0057.Superseded values are not recommended for survey control.
 CA0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0057.See file dsdata.txt to determine how the superseded data were derived.
 CA0057
 CA0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA504051(NAD 83)
 CA0057_MARKER: DB = BENCH MARK DISK
 CA0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0057_STAMPING: 1504.803 Y 117 1933
 CA0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0057+STABILITY: SURFACE MOTION
 CA0057
 CA0057  HISTORY     - Date     Condition        Report By
 CA0057  HISTORY     - 1933     MONUMENTED       CGS
 CA0057  HISTORY     - 1935     GOOD             NGS
 CA0057
 CA0057                          STATION DESCRIPTION
 CA0057
 CA0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0057'3.5 MI E FROM PRIDDY.
 CA0057'3.5 MILES EAST ALONG THE INDIAN GAP ROAD FROM PRIDDY, MILLS COUNTY, AT
 CA0057'THE EAST EDGE OF A PRIVATE DRIVEWAY LEADING NORTH TO THE FARMHOUSE OF
 CA0057'H. C. TIEMANN, AND AT THE RIGHT-OF-WAY FENCE LINE AND SET IN THE TOP
 CA0057'OF A CONCRETE POST.
 CA0057
 CA0057                          STATION RECOVERY (1935)
 CA0057
 CA0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0102 ***********************************************************************
 CT0102  DESIGNATION -  Y 1170
 CT0102  PID         -  CT0102
 CT0102  STATE/COUNTY-  TX/PALO PINTO
 CT0102  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0102
 CT0102                         *CURRENT SURVEY CONTROL
 CT0102  ___________________________________________________________________
 CT0102* NAD 83(1986)-  32 50 36.     (N)    098 06 06.     (W)     SCALED    
 CT0102* NAVD 88     -       301.669  (meters)     989.73   (feet)  ADJUSTED  
 CT0102  ___________________________________________________________________
 CT0102  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CT0102  DYNAMIC HT  -         301.300 (meters)     988.52  (feet)  COMP
 CT0102  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 CT0102
 CT0102  VERT ORDER  -  SECOND    CLASS 0
 CT0102
 CT0102.The horizontal coordinates were scaled from a topographic map and have
 CT0102.an estimated accuracy of +/- 6 seconds.
 CT0102
 CT0102.The orthometric height was determined by differential leveling
 CT0102.and adjusted by the National Geodetic Survey in June 1991..
 CT0102
 CT0102.The geoid height was determined by GEOID03.
 CT0102
 CT0102.The dynamic height is computed by dividing the NAVD 88
 CT0102.geopotential number by the normal gravity value computed on the
 CT0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0102.degrees latitude (g = 980.6199 gals.).
 CT0102
 CT0102.The modeled gravity was interpolated from observed gravity values.
 CT0102
 CT0102;                    North         East    Units  Estimated Accuracy
 CT0102;SPC TXNC     - 2,130,550.      637,290.      MT  (+/- 180 meters Scaled)
 CT0102
 CT0102                          SUPERSEDED SURVEY CONTROL
 CT0102
 CT0102  NGVD 29 (??/??/92)  301.566  (m)          989.39   (f) ADJ UNCH    2 0
 CT0102
 CT0102.Superseded values are not recommended for survey control.
 CT0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0102.See file dsdata.txt to determine how the superseded data were derived.
 CT0102
 CT0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB840342(NAD 83)
 CT0102_MARKER: DB = BENCH MARK DISK
 CT0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0102_SP_SET: CULVERT
 CT0102_STAMPING: Y 1170 1961
 CT0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0102
 CT0102  HISTORY     - Date     Condition        Report By
 CT0102  HISTORY     - 1961     MONUMENTED       CGS
 CT0102  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0102  HISTORY     - 20040327 GOOD             USPSQD
 CT0102
 CT0102                          STATION DESCRIPTION
 CT0102
 CT0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0102'2.6 MI N FROM MINERAL WELLS.
 CT0102'ABOUT 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0102'MINERAL WELLS, THENCE 2.55 MILES NORTH ALONG U. S. HIGHWAY 281, 0.1
 CT0102'MILE NORTH OF A PRIVATE ROAD LEADING EAST, 58 FEET EAST OF THE CENTER
 CT0102'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST
 CT0102'CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER AN OLD RAILROAD GRADE,
 CT0102'10 FEET WEST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, ABOUT LEVEL
 CT0102'WITH THE RAILROAD GRADE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 CT0102'HIGHWAY.
 CT0102
 CT0102                          STATION RECOVERY (1998)
 CT0102
 CT0102'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0102'MARK NOT FOUND.
 CT0102
 CT0102                          STATION RECOVERY (2004)
 CT0102
 CT0102'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0380 ***********************************************************************
 CU0380  DESIGNATION -  Y 1171
 CU0380  PID         -  CU0380
 CU0380  STATE/COUNTY-  TX/COKE
 CU0380  USGS QUAD   -  SILVER (1987)
 CU0380
 CU0380                         *CURRENT SURVEY CONTROL
 CU0380  ___________________________________________________________________
 CU0380* NAD 83(1986)-  32 04 14.     (N)    100 39 48.     (W)     SCALED    
 CU0380* NAVD 88     -       644.384  (meters)    2114.12   (feet)  ADJUSTED  
 CU0380  ___________________________________________________________________
 CU0380  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CU0380  DYNAMIC HT  -         643.525 (meters)    2111.30  (feet)  COMP
 CU0380  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 CU0380
 CU0380  VERT ORDER  -  SECOND    CLASS 0
 CU0380
 CU0380.The horizontal coordinates were scaled from a topographic map and have
 CU0380.an estimated accuracy of +/- 6 seconds.
 CU0380
 CU0380.The orthometric height was determined by differential leveling
 CU0380.and adjusted by the National Geodetic Survey in June 1991..
 CU0380
 CU0380.The geoid height was determined by GEOID03.
 CU0380
 CU0380.The dynamic height is computed by dividing the NAVD 88
 CU0380.geopotential number by the normal gravity value computed on the
 CU0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0380.degrees latitude (g = 980.6199 gals.).
 CU0380
 CU0380.The modeled gravity was interpolated from observed gravity values.
 CU0380
 CU0380;                    North         East    Units  Estimated Accuracy
 CU0380;SPC TX C     - 3,266,550.      668,840.      MT  (+/- 180 meters Scaled)
 CU0380
 CU0380                          SUPERSEDED SURVEY CONTROL
 CU0380
 CU0380  NGVD 29 (??/??/92)  644.183  (m)         2113.46   (f) ADJ UNCH    2 0
 CU0380
 CU0380.Superseded values are not recommended for survey control.
 CU0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0380.See file dsdata.txt to determine how the superseded data were derived.
 CU0380
 CU0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA430494(NAD 83)
 CU0380_MARKER: DB = BENCH MARK DISK
 CU0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0380_SP_SET: CULVERT
 CU0380_STAMPING: Y 1171 1961
 CU0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0380
 CU0380  HISTORY     - Date     Condition        Report By
 CU0380  HISTORY     - 1961     MONUMENTED       CGS
 CU0380
 CU0380                          STATION DESCRIPTION
 CU0380
 CU0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0380'2.3 MI SE FROM SILVER.
 CU0380'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0380'AT SILVER, THENCE 1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 208, 128
 CU0380'YARDS WEST OF THE CENTER LINE OF A PRIVATE TRACK ROAD, ON THE SOUTH
 CU0380'SLOPE OF A ROCKY HILL, 140 1/2 FEET NORTH OF THE CENTER LINE OF THE
 CU0380'HIGHWAY, SET IN THE TOP OF A FLAT ROCK OUTCROP, 152 FEET NORTHEAST OF
 CU0380'THE EAST END OF A CONCRETE HEAD WALL OF A CULVERT, 24 FEET WEST OF THE
 CU0380'CENTER LINE OF A NARROW SHALLOW WASH, ABOUT 2 1/2 FEET ABOVE THE LEVEL
 CU0380'OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0073 ***********************************************************************
 CB0073  DESIGNATION -  Y 1172
 CB0073  PID         -  CB0073
 CB0073  STATE/COUNTY-  TX/COKE
 CB0073  USGS QUAD   -  BRONTE (1987)
 CB0073
 CB0073                         *CURRENT SURVEY CONTROL
 CB0073  ___________________________________________________________________
 CB0073* NAD 83(1986)-  31 53 31.     (N)    100 20 00.     (W)     SCALED    
 CB0073* NAVD 88     -       569.064  (meters)    1867.00   (feet)  ADJUSTED  
 CB0073  ___________________________________________________________________
 CB0073  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CB0073  DYNAMIC HT  -         568.316 (meters)    1864.55  (feet)  COMP
 CB0073  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 CB0073
 CB0073  VERT ORDER  -  SECOND    CLASS 0
 CB0073
 CB0073.The horizontal coordinates were scaled from a topographic map and have
 CB0073.an estimated accuracy of +/- 6 seconds.
 CB0073
 CB0073.The orthometric height was determined by differential leveling
 CB0073.and adjusted by the National Geodetic Survey in June 1991..
 CB0073
 CB0073.The geoid height was determined by GEOID03.
 CB0073
 CB0073.The dynamic height is computed by dividing the NAVD 88
 CB0073.geopotential number by the normal gravity value computed on the
 CB0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0073.degrees latitude (g = 980.6199 gals.).
 CB0073
 CB0073.The modeled gravity was interpolated from observed gravity values.
 CB0073
 CB0073;                    North         East    Units  Estimated Accuracy
 CB0073;SPC TX C     - 3,246,700.      700,000.      MT  (+/- 180 meters Scaled)
 CB0073
 CB0073                          SUPERSEDED SURVEY CONTROL
 CB0073
 CB0073  NGVD 29 (??/??/92)  568.871  (m)         1866.37   (f) ADJ UNCH    2 0
 CB0073
 CB0073.Superseded values are not recommended for survey control.
 CB0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0073.See file dsdata.txt to determine how the superseded data were derived.
 CB0073
 CB0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA739292(NAD 83)
 CB0073_MARKER: DB = BENCH MARK DISK
 CB0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0073_STAMPING: Y 1172 1961
 CB0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0073+STABILITY: SURFACE MOTION
 CB0073
 CB0073  HISTORY     - Date     Condition        Report By
 CB0073  HISTORY     - 1961     MONUMENTED       CGS
 CB0073
 CB0073                          STATION DESCRIPTION
 CB0073
 CB0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0073'2.4 MI W FROM BRONTE.
 CB0073'ABOUT 2.4 MILES WEST ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND
 CB0073'SANTA FE RAILROAD STATION AT BRONTE, 88 YARDS EAST OF THE NORTH
 CB0073'HEADWALL OF A CULVERT, 59 FEET NORTH OF THE CENTER LINE OF THE
 CB0073'HIGHWAY, 1 1/2 FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS
 CB0073'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CB0073'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0136 ***********************************************************************
 CU0136  DESIGNATION -  Y 1173 RESET 1965
 CU0136  PID         -  CU0136
 CU0136  STATE/COUNTY-  TX/FISHER
 CU0136  USGS QUAD   -  WHITE CANYON (1969)
 CU0136
 CU0136                         *CURRENT SURVEY CONTROL
 CU0136  ___________________________________________________________________
 CU0136* NAD 83(1986)-  32 53 23.     (N)    100 28 58.     (W)     SCALED    
 CU0136* NAVD 88     -       606.87   (+/-2cm)    1991.0    (feet)  VERTCON   
 CU0136  ___________________________________________________________________
 CU0136  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CU0136
 CU0136  VERT ORDER  -  THIRD (See Below)
 CU0136
 CU0136.The horizontal coordinates were scaled from a topographic map and have
 CU0136.an estimated accuracy of +/- 6 seconds.
 CU0136
 CU0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0136.The vertical order pertains to the NGVD 29 superseded value.
 CU0136
 CU0136.The geoid height was determined by GEOID03.
 CU0136
 CU0136;                    North         East    Units  Estimated Accuracy
 CU0136;SPC TXNC     - 2,137,380.      414,510.      MT  (+/- 180 meters Scaled)
 CU0136
 CU0136                          SUPERSEDED SURVEY CONTROL
 CU0136
 CU0136  NGVD 29 (01/29/03)  606.63   (m)         1990.3    (f) RESET       3  
 CU0136
 CU0136.Superseded values are not recommended for survey control.
 CU0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0136.See file dsdata.txt to determine how the superseded data were derived.
 CU0136
 CU0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB613400(NAD 83)
 CU0136_MARKER: DB = BENCH MARK DISK
 CU0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0136_SP_SET: CULVERT
 CU0136_STAMPING: Y 1173 RESET 1965
 CU0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0136
 CU0136  HISTORY     - Date     Condition        Report By
 CU0136  HISTORY     - 1965     MONUMENTED       TXHD
 CU0136  HISTORY     - 1969     GOOD             USGS
 CU0136
 CU0136                          STATION DESCRIPTION
 CU0136
 CU0136'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965
 CU0136'2.95 MI NW FROM ROTAN.
 CU0136'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0136'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 2.85 MILES NORTHWEST
 CU0136'ALONG STATE HIGHWAY 70 FROM SNYDER AVE IN ROTAN, 0.14 MILE NORTHWEST
 CU0136'OF A STONE FARMHOUSE, 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, A
 CU0136'STANDARD DISK SET IN THE CENTER OF THE HEADWALL OF A 3 FT. X 2 FT.
 CU0136'CONCRETE CULVERT.
 CU0136
 CU0136                          STATION RECOVERY (1969)
 CU0136
 CU0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0116 ***********************************************************************
 DP0116  DESIGNATION -  Y 1174
 DP0116  PID         -  DP0116
 DP0116  STATE/COUNTY-  TX/KENT
 DP0116  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0116
 DP0116                         *CURRENT SURVEY CONTROL
 DP0116  ___________________________________________________________________
 DP0116* NAD 83(1986)-  33 09 57.     (N)    100 38 25.     (W)     SCALED    
 DP0116* NAVD 88     -       572.075  (meters)    1876.88   (feet)  ADJUSTED  
 DP0116  ___________________________________________________________________
 DP0116  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DP0116  DYNAMIC HT  -         571.365 (meters)    1874.55  (feet)  COMP
 DP0116  MODELED GRAV-     979,377.8   (mgal)                       NAVD 88
 DP0116
 DP0116  VERT ORDER  -  SECOND    CLASS 0
 DP0116
 DP0116.The horizontal coordinates were scaled from a topographic map and have
 DP0116.an estimated accuracy of +/- 6 seconds.
 DP0116
 DP0116.The orthometric height was determined by differential leveling
 DP0116.and adjusted by the National Geodetic Survey in June 1991..
 DP0116
 DP0116.The geoid height was determined by GEOID03.
 DP0116
 DP0116.The dynamic height is computed by dividing the NAVD 88
 DP0116.geopotential number by the normal gravity value computed on the
 DP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0116.degrees latitude (g = 980.6199 gals.).
 DP0116
 DP0116.The modeled gravity was interpolated from observed gravity values.
 DP0116
 DP0116;                    North         East    Units  Estimated Accuracy
 DP0116;SPC TXNC     - 2,168,280.      400,400.      MT  (+/- 180 meters Scaled)
 DP0116
 DP0116                          SUPERSEDED SURVEY CONTROL
 DP0116
 DP0116  NGVD 29 (??/??/92)  571.83   (m)         1876.1    (f) COMPUTED    2 0
 DP0116
 DP0116.Superseded values are not recommended for survey control.
 DP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0116.See file dsdata.txt to determine how the superseded data were derived.
 DP0116
 DP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB470708(NAD 83)
 DP0116_MARKER: DB = BENCH MARK DISK
 DP0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0116_SP_SET: CULVERT
 DP0116_STAMPING: Y 1174 1961
 DP0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0116
 DP0116  HISTORY     - Date     Condition        Report By
 DP0116  HISTORY     - 1961     MONUMENTED       CGS
 DP0116
 DP0116                          STATION DESCRIPTION
 DP0116
 DP0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DP0116'6.8 MI E FROM CLAIREMONT.
 DP0116'ABOUT 6.8 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0116'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, 1.15 MILES EAST OF THE
 DP0116'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 70, 0.6 MILE WEST OF A
 DP0116'CONCRETE HIGHWAY BRIDGE, 49 FEET NORTH OF THE CENTER LINE OF THE
 DP0116'HIGHWAY, 88 FEET NORTHWEST OF A TELEPHONE LINE CROSSING OVER THE
 DP0116'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL
 DP0116'OF A 5 FOOT CULVERT, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 DP0116'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0094 ***********************************************************************
 CB0094  DESIGNATION -  Y 1175
 CB0094  PID         -  CB0094
 CB0094  STATE/COUNTY-  TX/COKE
 CB0094  USGS QUAD   -  ROBERT LEE (1987)
 CB0094
 CB0094                         *CURRENT SURVEY CONTROL
 CB0094  ___________________________________________________________________
 CB0094* NAD 83(1986)-  31 53 33.     (N)    100 29 07.     (W)     SCALED    
 CB0094* NAVD 88     -       555.770  (meters)    1823.39   (feet)  ADJUSTED  
 CB0094  ___________________________________________________________________
 CB0094  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CB0094  DYNAMIC HT  -         555.032 (meters)    1820.97  (feet)  COMP
 CB0094  MODELED GRAV-     979,294.3   (mgal)                       NAVD 88
 CB0094
 CB0094  VERT ORDER  -  SECOND    CLASS 0
 CB0094
 CB0094.The horizontal coordinates were scaled from a topographic map and have
 CB0094.an estimated accuracy of +/- 6 seconds.
 CB0094
 CB0094.The orthometric height was determined by differential leveling
 CB0094.and adjusted by the National Geodetic Survey in June 1991..
 CB0094
 CB0094.The geoid height was determined by GEOID03.
 CB0094
 CB0094.The dynamic height is computed by dividing the NAVD 88
 CB0094.geopotential number by the normal gravity value computed on the
 CB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0094.degrees latitude (g = 980.6199 gals.).
 CB0094
 CB0094.The modeled gravity was interpolated from observed gravity values.
 CB0094
 CB0094;                    North         East    Units  Estimated Accuracy
 CB0094;SPC TX C     - 3,246,770.      685,630.      MT  (+/- 180 meters Scaled)
 CB0094
 CB0094                          SUPERSEDED SURVEY CONTROL
 CB0094
 CB0094  NGVD 29 (??/??/92)  555.579  (m)         1822.76   (f) ADJ UNCH    2 0
 CB0094
 CB0094.Superseded values are not recommended for survey control.
 CB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0094.See file dsdata.txt to determine how the superseded data were derived.
 CB0094
 CB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA595294(NAD 83)
 CB0094_MARKER: DB = BENCH MARK DISK
 CB0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0094_SP_SET: CONCRETE BASE
 CB0094_STAMPING: Y 1175 1961
 CB0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0094
 CB0094  HISTORY     - Date     Condition        Report By
 CB0094  HISTORY     - 1961     MONUMENTED       CGS
 CB0094
 CB0094                          STATION DESCRIPTION
 CB0094
 CB0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0094'IN ROBERT LEE.
 CB0094'AT ROBERT LEE, 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CB0094'COURTHOUSE, SET IN THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE
 CB0094'FOR THE NORTHWEST LEG OF THE CITY WATER TANK, AND PROJECTNG 6 INCHES
 CB0094'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0033 ***********************************************************************
 CU0033  DESIGNATION -  Y 1176
 CU0033  PID         -  CU0033
 CU0033  STATE/COUNTY-  TX/FISHER
 CU0033  USGS QUAD   -  LONGWORTH (1969)
 CU0033
 CU0033                         *CURRENT SURVEY CONTROL
 CU0033  ___________________________________________________________________
 CU0033* NAD 83(1986)-  32 42 14.     (N)    100 16 53.     (W)     SCALED    
 CU0033* NAVD 88     -       570.813  (meters)    1872.74   (feet)  ADJUSTED  
 CU0033  ___________________________________________________________________
 CU0033  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CU0033  DYNAMIC HT  -         570.062 (meters)    1870.28  (feet)  COMP
 CU0033  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 CU0033
 CU0033  VERT ORDER  -  SECOND    CLASS 0
 CU0033
 CU0033.The horizontal coordinates were scaled from a topographic map and have
 CU0033.an estimated accuracy of +/- 6 seconds.
 CU0033
 CU0033.The orthometric height was determined by differential leveling
 CU0033.and adjusted by the National Geodetic Survey in June 1991..
 CU0033
 CU0033.The geoid height was determined by GEOID03.
 CU0033
 CU0033.The dynamic height is computed by dividing the NAVD 88
 CU0033.geopotential number by the normal gravity value computed on the
 CU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0033.degrees latitude (g = 980.6199 gals.).
 CU0033
 CU0033.The modeled gravity was interpolated from observed gravity values.
 CU0033
 CU0033;                    North         East    Units  Estimated Accuracy
 CU0033;SPC TXNC     - 2,116,430.      433,000.      MT  (+/- 180 meters Scaled)
 CU0033
 CU0033                          SUPERSEDED SURVEY CONTROL
 CU0033
 CU0033  NGVD 29 (??/??/92)  570.593  (m)         1872.02   (f) ADJ UNCH    2 0
 CU0033
 CU0033.Superseded values are not recommended for survey control.
 CU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0033.See file dsdata.txt to determine how the superseded data were derived.
 CU0033
 CU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB798191(NAD 83)
 CU0033_MARKER: DB = BENCH MARK DISK
 CU0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0033_SP_SET: CULVERT
 CU0033_STAMPING: Y 1176 1961
 CU0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0033
 CU0033  HISTORY     - Date     Condition        Report By
 CU0033  HISTORY     - 1961     MONUMENTED       CGS
 CU0033
 CU0033                          STATION DESCRIPTION
 CU0033
 CU0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0033'2.0 MI SW FROM SYLVESTER.
 CU0033'ABOUT 2.0 MILES SOUTHWEST ALONG FARM ROAD 57 FROM THE INTERSECTION OF
 CU0033'THE ROAD AND FARM ROAD 1085 AT SYLVESTER, 0.15 MILE SOUTHWEST OF
 CU0033'MILEPOST 621, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD,
 CU0033'108 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE PANHANDLE AND SANTA FE
 CU0033'RAILWAY, SET IN THE CENTER OF THE TOP OF THE SOUTHEAST CONCRETE HEAD
 CU0033'WALL OF A LARGE CULVERT, AND ABOUT 7 INCHES ABOVE THE LEVEL OF THE
 CU0033'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0256 ***********************************************************************
 CB0256  DESIGNATION -  Y 1177
 CB0256  PID         -  CB0256
 CB0256  STATE/COUNTY-  TX/STERLING
 CB0256  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0256
 CB0256                         *CURRENT SURVEY CONTROL
 CB0256  ___________________________________________________________________
 CB0256* NAD 83(1986)-  31 54 35.     (N)    100 51 34.     (W)     SCALED    
 CB0256* NAVD 88     -       798.066  (meters)    2618.32   (feet)  ADJUSTED  
 CB0256  ___________________________________________________________________
 CB0256  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0256  DYNAMIC HT  -         796.974 (meters)    2614.74  (feet)  COMP
 CB0256  MODELED GRAV-     979,243.8   (mgal)                       NAVD 88
 CB0256
 CB0256  VERT ORDER  -  SECOND    CLASS 0
 CB0256
 CB0256.The horizontal coordinates were scaled from a topographic map and have
 CB0256.an estimated accuracy of +/- 6 seconds.
 CB0256
 CB0256.The orthometric height was determined by differential leveling
 CB0256.and adjusted by the National Geodetic Survey in June 1991..
 CB0256
 CB0256.The geoid height was determined by GEOID03.
 CB0256
 CB0256.The dynamic height is computed by dividing the NAVD 88
 CB0256.geopotential number by the normal gravity value computed on the
 CB0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0256.degrees latitude (g = 980.6199 gals.).
 CB0256
 CB0256.The modeled gravity was interpolated from observed gravity values.
 CB0256
 CB0256;                    North         East    Units  Estimated Accuracy
 CB0256;SPC TX C     - 3,248,780.      650,240.      MT  (+/- 180 meters Scaled)
 CB0256
 CB0256                          SUPERSEDED SURVEY CONTROL
 CB0256
 CB0256  NGVD 29 (??/??/92)  797.832  (m)         2617.55   (f) ADJ UNCH    2 0
 CB0256
 CB0256.Superseded values are not recommended for survey control.
 CB0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0256.See file dsdata.txt to determine how the superseded data were derived.
 CB0256
 CB0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA241319(NAD 83)
 CB0256_MARKER: DB = BENCH MARK DISK
 CB0256_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CB0256_SP_SET: 12 1/2 FEET
 CB0256_STAMPING: Y 1177 1961
 CB0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0256
 CB0256  HISTORY     - Date     Condition        Report By
 CB0256  HISTORY     - 1961     MONUMENTED       CGS
 CB0256  HISTORY     - 1972     GOOD             NGS
 CB0256
 CB0256                          STATION DESCRIPTION
 CB0256
 CB0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0256'11.65 MI NE FROM STERLING CITY.
 CB0256'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0256'AT STERLING CITY, THENCE 10.9 MILES NORTHEAST ALONG STATE HIGHWAY 158
 CB0256'AND FARM ROAD 387, ABOUT 0.3 MILE NORTHWEST OF A FARMHOUSE ON THE
 CB0256'SOUTH SIDE OF THE HIGHWAY, 49 FEET NORTH OF THE CENTER LINE OF THE
 CB0256'HIGHWAY, 19 FEET EAST OF THE CENTER OF A WIRE GATE, 9 FEET EAST OF A
 CB0256'T-FENCE LEADING NORTH, 1 FOOT SOUTH OF A FENCE, 1.6 FEET WEST OF A
 CB0256'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF
 CB0256'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 1/2 FEET
 CB0256'AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
 CB0256
 CB0256                          STATION RECOVERY (1972)
 CB0256
 CB0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0257 ***********************************************************************
 CB0257  DESIGNATION -  Y 1177 RESET 1972
 CB0257  PID         -  CB0257
 CB0257  STATE/COUNTY-  TX/STERLING
 CB0257  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0257
 CB0257                         *CURRENT SURVEY CONTROL
 CB0257  ___________________________________________________________________
 CB0257* NAD 83(1986)-  31 54 33.     (N)    100 51 35.     (W)     SCALED    
 CB0257* NAVD 88     -       798.08   (+/-2cm)    2618.4    (feet)  VERTCON   
 CB0257  ___________________________________________________________________
 CB0257  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0257
 CB0257  VERT ORDER  -  THIRD (See Below)
 CB0257
 CB0257.The horizontal coordinates were scaled from a topographic map and have
 CB0257.an estimated accuracy of +/- 6 seconds.
 CB0257
 CB0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0257.The vertical order pertains to the NGVD 29 superseded value.
 CB0257
 CB0257.The geoid height was determined by GEOID03.
 CB0257
 CB0257;                    North         East    Units  Estimated Accuracy
 CB0257;SPC TX C     - 3,248,720.      650,210.      MT  (+/- 180 meters Scaled)
 CB0257
 CB0257                          SUPERSEDED SURVEY CONTROL
 CB0257
 CB0257  NGVD 29 (01/29/03)  797.85   (m)         2617.6    (f) RESET       3  
 CB0257
 CB0257.Superseded values are not recommended for survey control.
 CB0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0257.See file dsdata.txt to determine how the superseded data were derived.
 CB0257
 CB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA241318(NAD 83)
 CB0257_MARKER: DB = BENCH MARK DISK
 CB0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0257_STAMPING: Y 1177 RESET 1972
 CB0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0257+STABILITY: SURFACE MOTION
 CB0257
 CB0257  HISTORY     - Date     Condition        Report By
 CB0257  HISTORY     - 1972     MONUMENTED       NGS
 CB0257
 CB0257                          STATION DESCRIPTION
 CB0257
 CB0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CB0257'11 MI NE FROM STERLING CITY.
 CB0257'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 158, WHICH
 CB0257'IS LOCATED AT THE EAST EDGE OF STERLING CITY.  GO NORTHERLY ON STATE
 CB0257'HIGHWAY 158 FOR 2.3 MILES TO BRIDGE, CONTINUE NORTHERLY ON STATE
 CB0257'HIGHWAY 158 FOR 7.9 MILES TO MARK ON THE RIGHT.  A STANDARD BENCH MARK
 CB0257'DISK SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE
 CB0257'GROUND AND IS STAMPED Y 1177 RESET 1972.  IT IS 51 FEET SOUTH OF THE
 CB0257'CENTER-LINE OF HIGHWAY, 4 FEET NORTHWEST OF A HI-LINE POLE, 2 FEET
 CB0257'EAST OF A METAL WITNESS POST, 1 FOOT NORTH OF FENCE-LINE AND AT STATE
 CB0257'HWY. DEPT. SURVEY STATION NUMBER 1225, WHICH IS A YELLOW TAG ON
 CB0257'FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0415 ***********************************************************************
 CU0415  DESIGNATION -  Y 1178
 CU0415  PID         -  CU0415
 CU0415  STATE/COUNTY-  TX/FISHER
 CU0415  USGS QUAD   -  HOBBS (1969)
 CU0415
 CU0415                         *CURRENT SURVEY CONTROL
 CU0415  ___________________________________________________________________
 CU0415* NAD 83(1986)-  32 50 24.     (N)    100 31 16.     (W)     SCALED    
 CU0415* NAVD 88     -       621.827  (meters)    2040.11   (feet)  ADJUSTED  
 CU0415  ___________________________________________________________________
 CU0415  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CU0415  DYNAMIC HT  -         621.018 (meters)    2037.46  (feet)  COMP
 CU0415  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 CU0415
 CU0415  VERT ORDER  -  SECOND    CLASS 0
 CU0415
 CU0415.The horizontal coordinates were scaled from a topographic map and have
 CU0415.an estimated accuracy of +/- 6 seconds.
 CU0415
 CU0415.The orthometric height was determined by differential leveling
 CU0415.and adjusted by the National Geodetic Survey in June 1991..
 CU0415
 CU0415.The geoid height was determined by GEOID03.
 CU0415
 CU0415.The dynamic height is computed by dividing the NAVD 88
 CU0415.geopotential number by the normal gravity value computed on the
 CU0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0415.degrees latitude (g = 980.6199 gals.).
 CU0415
 CU0415.The modeled gravity was interpolated from observed gravity values.
 CU0415
 CU0415;                    North         East    Units  Estimated Accuracy
 CU0415;SPC TXNC     - 2,131,930.      410,820.      MT  (+/- 180 meters Scaled)
 CU0415
 CU0415                          SUPERSEDED SURVEY CONTROL
 CU0415
 CU0415  NGVD 29 (??/??/92)  621.577  (m)         2039.29   (f) ADJ UNCH    2 0
 CU0415
 CU0415.Superseded values are not recommended for survey control.
 CU0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0415.See file dsdata.txt to determine how the superseded data were derived.
 CU0415
 CU0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB576345(NAD 83)
 CU0415_MARKER: DB = BENCH MARK DISK
 CU0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0415_SP_SET: CULVERT
 CU0415_STAMPING: Y 1178 1961
 CU0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0415
 CU0415  HISTORY     - Date     Condition        Report By
 CU0415  HISTORY     - 1961     MONUMENTED       CGS
 CU0415
 CU0415                          STATION DESCRIPTION
 CU0415
 CU0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0415'3.4 MI W FROM ROTAN.
 CU0415'ABOUT 3.4 MILES WEST ALONG FARM ROAD 611 FROM THE MOST SOUTHERLY OF A
 CU0415'GROUP OF SCHOOL BUILDINGS AT ROTAN, 18 FEET SOUTH OF THE CENTER LINE
 CU0415'OF THE FARM ROAD, SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 CU0415'HEAD WALL OF A CONCRETE CULVERT UNDER THE FARM ROAD, 106 FEET WEST OF
 CU0415'THE CENTER LINE OF FARM ROAD 1657 LEADING SOUTH, AND ABOUT 10 INCHES
 CU0415'ABOVE THE LEVEL OF THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0472 ***********************************************************************
 CU0472  DESIGNATION -  Y 1179
 CU0472  PID         -  CU0472
 CU0472  STATE/COUNTY-  TX/SCURRY
 CU0472  USGS QUAD   -  SNYDER (1979)
 CU0472
 CU0472                         *CURRENT SURVEY CONTROL
 CU0472  ___________________________________________________________________
 CU0472* NAD 83(1986)-  32 39 25.     (N)    100 56 41.     (W)     SCALED    
 CU0472* NAVD 88     -       713.889  (meters)    2342.15   (feet)  ADJUSTED  
 CU0472  ___________________________________________________________________
 CU0472  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CU0472  DYNAMIC HT  -         712.946 (meters)    2339.06  (feet)  COMP
 CU0472  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 CU0472
 CU0472  VERT ORDER  -  SECOND    CLASS 0
 CU0472
 CU0472.The horizontal coordinates were scaled from a topographic map and have
 CU0472.an estimated accuracy of +/- 6 seconds.
 CU0472
 CU0472.The orthometric height was determined by differential leveling
 CU0472.and adjusted by the National Geodetic Survey in June 1991..
 CU0472
 CU0472.The geoid height was determined by GEOID03.
 CU0472
 CU0472.The dynamic height is computed by dividing the NAVD 88
 CU0472.geopotential number by the normal gravity value computed on the
 CU0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0472.degrees latitude (g = 980.6199 gals.).
 CU0472
 CU0472.The modeled gravity was interpolated from observed gravity values.
 CU0472
 CU0472;                    North         East    Units  Estimated Accuracy
 CU0472;SPC TXNC     - 2,112,480.      370,700.      MT  (+/- 180 meters Scaled)
 CU0472
 CU0472                          SUPERSEDED SURVEY CONTROL
 CU0472
 CU0472  NGVD 29 (??/??/92)  713.618  (m)         2341.26   (f) ADJ UNCH    2 0
 CU0472
 CU0472.Superseded values are not recommended for survey control.
 CU0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0472.See file dsdata.txt to determine how the superseded data were derived.
 CU0472
 CU0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB176149(NAD 83)
 CU0472_MARKER: DB = BENCH MARK DISK
 CU0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0472_SP_SET: CULVERT
 CU0472_STAMPING: Y 1179 1961
 CU0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0472
 CU0472  HISTORY     - Date     Condition        Report By
 CU0472  HISTORY     - 1961     MONUMENTED       CGS
 CU0472
 CU0472                          STATION DESCRIPTION
 CU0472
 CU0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0472'5.7 MI SW FROM SNYDER.
 CU0472'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0472'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0472'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 350, OR 6.15 MILES NORTHEAST
 CU0472'ALONG STATE HIGHWAY 350 FROM THE BAPTIST CHURCH AT IRA, 0.3 MILE
 CU0472'NORTHEAST OF THE CREST OF A HILL, 21 FEET NORTHWEST OF THE CENTER LINE
 CU0472'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 CU0472'CONCRETE HEAD WALL OF A 5 CHANNEL CONCRETE CULVERT, AND ABOUT 2 FEET
 CU0472'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0108 ***********************************************************************
 DP0108  DESIGNATION -  Y 1180
 DP0108  PID         -  DP0108
 DP0108  STATE/COUNTY-  TX/KENT
 DP0108  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0108
 DP0108                         *CURRENT SURVEY CONTROL
 DP0108  ___________________________________________________________________
 DP0108* NAD 83(1986)-  33 09 36.     (N)    100 42 45.     (W)     SCALED    
 DP0108* NAVD 88     -       629.594  (meters)    2065.59   (feet)  ADJUSTED  
 DP0108  ___________________________________________________________________
 DP0108  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DP0108  DYNAMIC HT  -         628.810 (meters)    2063.02  (feet)  COMP
 DP0108  MODELED GRAV-     979,371.7   (mgal)                       NAVD 88
 DP0108
 DP0108  VERT ORDER  -  SECOND    CLASS 0
 DP0108
 DP0108.The horizontal coordinates were scaled from a topographic map and have
 DP0108.an estimated accuracy of +/- 6 seconds.
 DP0108
 DP0108.The orthometric height was determined by differential leveling
 DP0108.and adjusted by the National Geodetic Survey in June 1991..
 DP0108
 DP0108.The geoid height was determined by GEOID03.
 DP0108
 DP0108.The dynamic height is computed by dividing the NAVD 88
 DP0108.geopotential number by the normal gravity value computed on the
 DP0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0108.degrees latitude (g = 980.6199 gals.).
 DP0108
 DP0108.The modeled gravity was interpolated from observed gravity values.
 DP0108
 DP0108;                    North         East    Units  Estimated Accuracy
 DP0108;SPC TXNC     - 2,167,770.      393,650.      MT  (+/- 180 meters Scaled)
 DP0108
 DP0108                          SUPERSEDED SURVEY CONTROL
 DP0108
 DP0108  NGVD 29 (??/??/92)  629.334  (m)         2064.74   (f) ADJ UNCH    2 0
 DP0108
 DP0108.Superseded values are not recommended for survey control.
 DP0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0108.See file dsdata.txt to determine how the superseded data were derived.
 DP0108
 DP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB403703(NAD 83)
 DP0108_MARKER: DB = BENCH MARK DISK
 DP0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0108_STAMPING: Y 1180 1961
 DP0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0108+STABILITY: SURFACE MOTION
 DP0108
 DP0108  HISTORY     - Date     Condition        Report By
 DP0108  HISTORY     - 1961     MONUMENTED       CGS
 DP0108  HISTORY     - 1968     POOR             USGS
 DP0108
 DP0108                          STATION DESCRIPTION
 DP0108
 DP0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DP0108'2.45 MI E FROM CLAIREMONT.
 DP0108'ABOUT 2.45 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0108'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, 76 FEET SOUTH OF THE
 DP0108'CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF
 DP0108'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 DP0108'OF A CONCRETE POST PROJECTING 6 INCHES.
 DP0108
 DP0108                          STATION RECOVERY (1968)
 DP0108
 DP0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0108'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4582 ***********************************************************************
 AW4582  DESIGNATION -  Y 1181
 AW4582  PID         -  AW4582
 AW4582  STATE/COUNTY-  TX/HARRIS
 AW4582  USGS QUAD   -  KATY (1980)
 AW4582
 AW4582                         *CURRENT SURVEY CONTROL
 AW4582  ___________________________________________________________________
 AW4582* NAD 83(1986)-  29 47 53.     (N)    095 49 45.     (W)     SCALED    
 AW4582* NAVD 88     -        43.31   (+/-2cm)     142.1    (feet)  VERTCON   
 AW4582  ___________________________________________________________________
 AW4582  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW4582
 AW4582  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4582
 AW4582.The horizontal coordinates were scaled from a topographic map and have
 AW4582.an estimated accuracy of +/- 6 seconds.
 AW4582
 AW4582.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4582.The vertical order pertains to the NGVD 29 superseded value.
 AW4582
 AW4582.The geoid height was determined by GEOID03.
 AW4582
 AW4582;                    North         East    Units  Estimated Accuracy
 AW4582;SPC TXSC     - 4,221,900.      906,490.      MT  (+/- 180 meters Scaled)
 AW4582
 AW4582                          SUPERSEDED SURVEY CONTROL
 AW4582
 AW4582  NGVD 29 (??/??/92)   43.293  (m)          142.04   (f) ADJ UNCH    1 2
 AW4582
 AW4582.Superseded values are not recommended for survey control.
 AW4582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4582.See file dsdata.txt to determine how the superseded data were derived.
 AW4582
 AW4582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN265997(NAD 83)
 AW4582_MARKER: DB = BENCH MARK DISK
 AW4582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4582_SP_SET: WELL CASING
 AW4582_STAMPING: Y 1181 1963
 AW4582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4582
 AW4582  HISTORY     - Date     Condition        Report By
 AW4582  HISTORY     - 1963     MONUMENTED       CGS
 AW4582  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW4582
 AW4582                          STATION DESCRIPTION
 AW4582
 AW4582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW4582'1.75 MI NW FROM KATY.
 AW4582'ABOUT 0.15 MILE WEST ALONG FIRST STREET FROM THE MISSOURI-KANSAS-TEXAS
 AW4582'RAILROAD STATION AT KATY, THENCE 0.6 MILE NORTH ALONG AVENUE C, THENCE
 AW4582'0.1 MILE WEST ALONG TENTH STREET, THENCE 0.45 MILE NORTH ALONG AVENUE
 AW4582'D, THENCE 0.3 MILE WEST ALONG FRANZ ROAD, THENCE 0.15 MILE SOUTHEAST
 AW4582'ALONG A PRIVATE GRAVELED ROAD, ABOUT 0.15 MILE SOUTHEAST OF THE
 AW4582'WALLER-HARRIS COUNTY LINE, 5 FEET NORTH OF THE NORTH END OF A CONCRETE
 AW4582'FOUNDATION, 0.3 FOOT WEST OF A SMALL VALVE IN THE TOP OF AN OIL WELL
 AW4582'CASING, A DISK CEMENTED ON THE TOP OF THE WEST SIDE OF A METAL PLATE
 AW4582'WHICH IS WELDED ON THE TOP OF THE OIL WELL CASING AT THE NOW ABANDONED
 AW4582'OIL WELL NAMED KATY TOWNSITE OIL UNIT 2, WELL 1, KATY, AND ABOUT LEVEL
 AW4582'WITH THE GROUND.
 AW4582
 AW4582                          STATION RECOVERY (1994)
 AW4582
 AW4582'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0159 ***********************************************************************
 AW0159  DESIGNATION -  Y 1182
 AW0159  PID         -  AW0159
 AW0159  STATE/COUNTY-  TX/BRAZORIA
 AW0159  USGS QUAD   -  FRIENDSWOOD (1995)
 AW0159
 AW0159                         *CURRENT SURVEY CONTROL
 AW0159  ___________________________________________________________________
 AW0159* NAD 83(1986)-  29 30 53.     (N)    095 14 25.     (W)     SCALED    
 AW0159* NAVD 88     -         9.977  (meters)      32.73   (feet)  ADJUSTED  
 AW0159  ___________________________________________________________________
 AW0159  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW0159  DYNAMIC HT  -           9.963 (meters)      32.69  (feet)  COMP
 AW0159  MODELED GRAV-     979,268.8   (mgal)                       NAVD 88
 AW0159
 AW0159  VERT ORDER  -  FIRST     CLASS I
 AW0159
 AW0159.This mark is at Clover Fld (T02) Airport (T02)
 AW0159
 AW0159.The horizontal coordinates were scaled from a topographic map and have
 AW0159.an estimated accuracy of +/- 6 seconds.
 AW0159
 AW0159.The orthometric height was determined by differential leveling
 AW0159.and adjusted by the National Geodetic Survey in June 1991..
 AW0159
 AW0159.The geoid height was determined by GEOID03.
 AW0159
 AW0159.The dynamic height is computed by dividing the NAVD 88
 AW0159.geopotential number by the normal gravity value computed on the
 AW0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0159.degrees latitude (g = 980.6199 gals.).
 AW0159
 AW0159.The modeled gravity was interpolated from observed gravity values.
 AW0159
 AW0159;                    North         East    Units  Estimated Accuracy
 AW0159;SPC TXSC     - 4,192,200.      964,400.      MT  (+/- 180 meters Scaled)
 AW0159
 AW0159                          SUPERSEDED SURVEY CONTROL
 AW0159
 AW0159  NGVD 29 (12/23/87)    9.973  (m)           32.72   (f) ADJUSTED    1 1
 AW0159
 AW0159.Superseded values are not recommended for survey control.
 AW0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0159.See file dsdata.txt to determine how the superseded data were derived.
 AW0159
 AW0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN828671(NAD 83)
 AW0159_MARKER: DB = BENCH MARK DISK
 AW0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0159_SP_SET: CONCRETE POST
 AW0159_STAMPING: Y 1182 1964
 AW0159_MARK LOGO: CGS   
 AW0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0159+STABILITY: SURFACE MOTION
 AW0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0159+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0159
 AW0159  HISTORY     - Date     Condition        Report By
 AW0159  HISTORY     - 1964     MONUMENTED       CGS
 AW0159  HISTORY     - 1973     GOOD             NGS
 AW0159  HISTORY     - 1978     GOOD             DOD
 AW0159  HISTORY     - 1978     GOOD             NGS
 AW0159  HISTORY     - 1978     GOOD             NGS
 AW0159  HISTORY     - 1986     GOOD             NGS
 AW0159  HISTORY     - 1987     GOOD             USPSQD
 AW0159  HISTORY     - 1988     GOOD             USPSQD
 AW0159  HISTORY     - 1989     GOOD             USPSQD
 AW0159  HISTORY     - 1989     GOOD             USPSQD
 AW0159  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 AW0159  HISTORY     - 20051009 GOOD             USPSQD
 AW0159
 AW0159                          STATION DESCRIPTION
 AW0159
 AW0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0159'IN CLOVER FIELD.
 AW0159'AT CLOVER FIELD AIRPORT, AT A LARGE BRICK HOME, 34.0 FEET EAST OF A
 AW0159'POWER POLE WITH TWO GUY WIRES, 109.8 FEET SOUTHEAST OF THE NORTHEAST
 AW0159'CORNER OF THE HOUSE, 63.5 FEET NORTHEAST OF A FENCE, 67 FEET SOUTHWEST
 AW0159'OF THE CENTER LINE OF A SHELL ROAD TO A MOBILE HOME, 9.0 FEET
 AW0159'NORTH-NORTHWEST OF A 18-INCH LIVE OAK TREE WITH A WITNESS PLAQUE, SET
 AW0159'IN THE TOP OF A CONCRETE POST THAT IS ABOUT 0.2 FOOT BELOW THE GROUND.
 AW0159
 AW0159                          STATION RECOVERY (1978)
 AW0159
 AW0159'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0159'RECOVERED IN GOOD CONDITION.
 AW0159
 AW0159                          STATION RECOVERY (1978)
 AW0159
 AW0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0159'RECOVERED IN GOOD CONDITION.
 AW0159
 AW0159                          STATION RECOVERY (1978)
 AW0159
 AW0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0159'RECOVERED IN GOOD CONDITION.
 AW0159
 AW0159                          STATION RECOVERY (1986)
 AW0159
 AW0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0159'RECOVERED IN GOOD CONDITION.
 AW0159
 AW0159                          STATION RECOVERY (1987)
 AW0159
 AW0159'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0159'RECOVERED IN GOOD CONDITION.
 AW0159
 AW0159                          STATION RECOVERY (1988)
 AW0159
 AW0159'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0159'RECOVERED IN GOOD CONDITION.
 AW0159
 AW0159                          STATION RECOVERY (1989)
 AW0159
 AW0159'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0159'RECOVERED IN GOOD CONDITION.
 AW0159
 AW0159                          STATION RECOVERY (1989)
 AW0159
 AW0159'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0159'RECOVERED IN GOOD CONDITION.
 AW0159
 AW0159                          STATION RECOVERY (1996)
 AW0159
 AW0159'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0159'MARK NOT FOUND.
 AW0159
 AW0159                          STATION RECOVERY (2005)
 AW0159
 AW0159'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0159'FOUND MARK AS DESCRIBED. MARK IS BELOW3 THE GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1532 ***********************************************************************
 AW1532  DESIGNATION -  Y 1183
 AW1532  PID         -  AW1532
 AW1532  STATE/COUNTY-  TX/HARRIS
 AW1532  USGS QUAD   -  MORGANS POINT (1993)
 AW1532
 AW1532                         *CURRENT SURVEY CONTROL
 AW1532  ___________________________________________________________________
 AW1532* NAD 83(1986)-  29 43 12.     (N)    094 58 46.     (W)     SCALED    
 AW1532* NAVD 88     -         5.300  (meters)      17.39   (feet)  ADJUSTED  
 AW1532  ___________________________________________________________________
 AW1532  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1532  DYNAMIC HT  -           5.293 (meters)      17.37  (feet)  COMP
 AW1532  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 AW1532  OBS GRAVITY -     979,284.0   (mgal)                       GRAV_OBS
 AW1532
 AW1532  VERT ORDER  -  FIRST     CLASS II
 AW1532
 AW1532.The horizontal coordinates were scaled from a topographic map and have
 AW1532.an estimated accuracy of +/- 6 seconds.
 AW1532
 AW1532.The orthometric height was determined by differential leveling
 AW1532.and adjusted by the National Geodetic Survey in June 1991..
 AW1532
 AW1532.The geoid height was determined by GEOID03.
 AW1532
 AW1532.The dynamic height is computed by dividing the NAVD 88
 AW1532.geopotential number by the normal gravity value computed on the
 AW1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1532.degrees latitude (g = 980.6199 gals.).
 AW1532
 AW1532.The modeled gravity was interpolated from observed gravity values.
 AW1532.The observed gravity was obtained from relative gravimeter ties
 AW1532.to the IGSN71 gravity network.
 AW1532
 AW1532;                    North         East    Units  Estimated Accuracy
 AW1532;SPC TXSC     - 4,215,780.      988,890.      MT  (+/- 180 meters Scaled)
 AW1532
 AW1532                          SUPERSEDED SURVEY CONTROL
 AW1532
 AW1532  NGVD 29 (12/23/87)    5.297  (m)           17.38   (f) ADJUSTED    1 2
 AW1532
 AW1532.Superseded values are not recommended for survey control.
 AW1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1532.See file dsdata.txt to determine how the superseded data were derived.
 AW1532
 AW1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN085894(NAD 83)
 AW1532_MARKER: DB = BENCH MARK DISK
 AW1532_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1532+WITH SETTING: PAVEMENT
 AW1532_SP_SET: BASE OF SIGNAL
 AW1532_STAMPING: Y 1183 1963
 AW1532_MARK LOGO: CGS   
 AW1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1532+STABILITY: SURFACE MOTION
 AW1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1532+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 AW1532
 AW1532  HISTORY     - Date     Condition        Report By
 AW1532  HISTORY     - 1963     MONUMENTED       CGS
 AW1532  HISTORY     - 1973     GOOD             NGS
 AW1532  HISTORY     - 1978     GOOD             NGS
 AW1532  HISTORY     - 1987     GOOD             NGS
 AW1532  HISTORY     - 1988     GOOD             USPSQD
 AW1532  HISTORY     - 1988     GOOD             USPSQD
 AW1532  HISTORY     - 1989     GOOD             USPSQD
 AW1532  HISTORY     - 1989     GOOD             USPSQD
 AW1532  HISTORY     - 1990     GOOD             USPSQD
 AW1532  HISTORY     - 19981017 GOOD             USPSQD
 AW1532  HISTORY     - 20040223 GOOD             USPSQD
 AW1532  HISTORY     - 20050228 GOOD             USPSQD
 AW1532
 AW1532                          STATION DESCRIPTION
 AW1532
 AW1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1532'1.45 MI SW FROM BAYTOWN.
 AW1532'ABOUT 0.15 MILE EAST ALONG WEST DEFEE ST. FROM THE POST OFFICE AT
 AW1532'BAYTOWN THENCE 0.8 MILE SOUTH ALONG SOUTH MAIN ST., THENCE 0.5 MILE
 AW1532'WEST ALONG WEST MAIN ST., ABOUT 42 FEET SOUTH OF THE CENTER LINE OF
 AW1532'THE STREET, 35 FEET WEST OF THE CENTER LINE OF LEE DRIVE, 5.2 FEET
 AW1532'SOUTHEAST OF THE POWER POLE SUPPORTING A STREET LIGHT AND TRAFFIC
 AW1532'SIGNAL CONTROL BOX, 42 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 AW1532'PHILLIPS 66 SERVICE STATION, SET IN THE TOP OF THE SOUTH SIDE OF AN
 AW1532'ABANDONED CONCRETE FOUNDATION FORMELY SUPPORTING THE PHILLIPS 66 SIGN,
 AW1532'AND ABOUT 3 INCHES ABOVE THE LEVEL OF THE CONCRETE DRIVEWAY.
 AW1532
 AW1532                          STATION RECOVERY (1978)
 AW1532
 AW1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1532'NOTE=PHILLIPS 66 STATION IS NO LONGER HERE.  IT IS NOW A AND B
 AW1532'MUFFLER SHOPS.
 AW1532
 AW1532                          STATION RECOVERY (1987)
 AW1532
 AW1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1532'RECOVERED IN GOOD CONDITION.
 AW1532
 AW1532                          STATION RECOVERY (1988)
 AW1532
 AW1532'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1532'RECOVERED IN GOOD CONDITION.
 AW1532
 AW1532                          STATION RECOVERY (1988)
 AW1532
 AW1532'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1532'RECOVERED IN GOOD CONDITION.
 AW1532
 AW1532                          STATION RECOVERY (1989)
 AW1532
 AW1532'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1532'RECOVERED IN GOOD CONDITION.
 AW1532
 AW1532                          STATION RECOVERY (1989)
 AW1532
 AW1532'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1532'RECOVERED IN GOOD CONDITION.
 AW1532
 AW1532                          STATION RECOVERY (1990)
 AW1532
 AW1532'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1532'RECOVERED IN GOOD CONDITION.
 AW1532
 AW1532                          STATION RECOVERY (1998)
 AW1532
 AW1532'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1532'RECOVERED IN GOOD CONDITION.
 AW1532
 AW1532                          STATION RECOVERY (2004)
 AW1532
 AW1532'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW1532'RECOVERED IN GOOD CONDITION.
 AW1532
 AW1532                          STATION RECOVERY (2005)
 AW1532
 AW1532'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AW1532'ADD - SIGN FOUNDATION NOW SUPPORTS A TELEPHONE BOX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0492 ***********************************************************************
 AW0492  DESIGNATION -  Y 1184
 AW0492  PID         -  AW0492
 AW0492  STATE/COUNTY-  TX/GALVESTON
 AW0492  USGS QUAD   -  DICKINSON (1997)
 AW0492
 AW0492                         *CURRENT SURVEY CONTROL
 AW0492  ___________________________________________________________________
 AW0492* NAD 83(1986)-  29 22 55.     (N)    095 06 59.     (W)     SCALED    
 AW0492* NAVD 88     -         8.187  (meters)      26.86   (feet)  ADJUSTED  
 AW0492  ___________________________________________________________________
 AW0492  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW0492  DYNAMIC HT  -           8.176 (meters)      26.82  (feet)  COMP
 AW0492  MODELED GRAV-     979,265.7   (mgal)                       NAVD 88
 AW0492
 AW0492  VERT ORDER  -  FIRST     CLASS I
 AW0492
 AW0492.The horizontal coordinates were scaled from a topographic map and have
 AW0492.an estimated accuracy of +/- 6 seconds.
 AW0492
 AW0492.The orthometric height was determined by differential leveling
 AW0492.and adjusted by the National Geodetic Survey in June 1991..
 AW0492
 AW0492.The geoid height was determined by GEOID03.
 AW0492
 AW0492.The dynamic height is computed by dividing the NAVD 88
 AW0492.geopotential number by the normal gravity value computed on the
 AW0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0492.degrees latitude (g = 980.6199 gals.).
 AW0492
 AW0492.The modeled gravity was interpolated from observed gravity values.
 AW0492
 AW0492;                    North         East    Units  Estimated Accuracy
 AW0492;SPC TXSC     - 4,177,890.      976,900.      MT  (+/- 180 meters Scaled)
 AW0492
 AW0492                          SUPERSEDED SURVEY CONTROL
 AW0492
 AW0492  NGVD 29 (12/23/87)    8.184  (m)           26.85   (f) ADJUSTED    1 1
 AW0492
 AW0492.Superseded values are not recommended for survey control.
 AW0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0492.See file dsdata.txt to determine how the superseded data were derived.
 AW0492
 AW0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN946521(NAD 83)
 AW0492_MARKER: DB = BENCH MARK DISK
 AW0492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0492_SP_SET: COPPER-CLAD STEEL ROD
 AW0492_STAMPING: Y 1184 1964
 AW0492_MARK LOGO: CGS   
 AW0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0492+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 AW0492
 AW0492  HISTORY     - Date     Condition        Report By
 AW0492  HISTORY     - 1964     MONUMENTED       CGS
 AW0492  HISTORY     - 1973     GOOD             NGS
 AW0492  HISTORY     - 1978     GOOD             NGS
 AW0492  HISTORY     - 1987     GOOD             USPSQD
 AW0492  HISTORY     - 1987     GOOD             USPSQD
 AW0492  HISTORY     - 1987     GOOD             USPSQD
 AW0492  HISTORY     - 1987     GOOD             USPSQD
 AW0492  HISTORY     - 1987     GOOD             USPSQD
 AW0492  HISTORY     - 1987     GOOD             NGS
 AW0492  HISTORY     - 1988     GOOD             USPSQD
 AW0492  HISTORY     - 1988     GOOD             USPSQD
 AW0492  HISTORY     - 1988     GOOD             USPSQD
 AW0492  HISTORY     - 1988     GOOD             USPSQD
 AW0492  HISTORY     - 1990     GOOD             USPSQD
 AW0492  HISTORY     - 19950610 GOOD             USPSQD
 AW0492  HISTORY     - 20030531 GOOD             USPSQD
 AW0492  HISTORY     - 20041021 GOOD             USPSQD
 AW0492
 AW0492                          STATION DESCRIPTION
 AW0492
 AW0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0492'0.7 MI W FROM ARCADIA.
 AW0492'0.7 MILE WEST ALONG STATE HIGHWAY 6 FROM THE SANTA FE CONSOLIDATED
 AW0492'HIGH SCHOOL AT ARCADIA, AT THE EAST END OF A ROAD SIDE PARK, 55 FEET
 AW0492'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 26 FEET WEST OF THE CENTER
 AW0492'LINE OF THE EAST ENTRANCE ROAD TO THE PARK, 11.1 FEET WEST OF THE EAST
 AW0492'END OF A CONCRETE-BLOCK GUARDRAIL, 0.5 FOOT NORTH OF A WITNESS POST,
 AW0492'ABOUT 2 FEET LOWER THAN THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 AW0492'COPPER COATED ROD DRIVEN 40 FEET.  THE UPPER PORTION OF THE ROD IS
 AW0492'ENCASED IN A CONCRETE POST FLUSH WITH THE GROUND.
 AW0492
 AW0492                          STATION RECOVERY (1978)
 AW0492
 AW0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1987)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1987)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1987)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1987)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1987)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1987)
 AW0492
 AW0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1988)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1988)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1988)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1988)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1990)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (1995)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (2003)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 AW0492'RECOVERED IN GOOD CONDITION.
 AW0492
 AW0492                          STATION RECOVERY (2004)
 AW0492
 AW0492'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0516 ***********************************************************************
 BL0516  DESIGNATION -  Y 1185
 BL0516  PID         -  BL0516
 BL0516  STATE/COUNTY-  TX/LIBERTY
 BL0516  USGS QUAD   -  LIBERTY (1984)
 BL0516
 BL0516                         *CURRENT SURVEY CONTROL
 BL0516  ___________________________________________________________________
 BL0516* NAD 83(1986)-  30 00 54.     (N)    094 51 15.     (W)     SCALED    
 BL0516* NAVD 88     -        21.91   (+/-2cm)      71.9    (feet)  VERTCON   
 BL0516  ___________________________________________________________________
 BL0516  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0516
 BL0516  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0516
 BL0516.The horizontal coordinates were scaled from a topographic map and have
 BL0516.an estimated accuracy of +/- 6 seconds.
 BL0516
 BL0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0516.The vertical order pertains to the NGVD 29 superseded value.
 BL0516
 BL0516.The geoid height was determined by GEOID03.
 BL0516
 BL0516;                    North         East    Units  Estimated Accuracy
 BL0516;SPC TX C     - 3,051,630.    1,228,390.      MT  (+/- 180 meters Scaled)
 BL0516
 BL0516                          SUPERSEDED SURVEY CONTROL
 BL0516
 BL0516  NGVD 29 (??/??/92)   21.915  (m)           71.90   (f) ADJ UNCH    1 2
 BL0516
 BL0516.Superseded values are not recommended for survey control.
 BL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0516.See file dsdata.txt to determine how the superseded data were derived.
 BL0516
 BL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP211218(NAD 83)
 BL0516_MARKER: DB = BENCH MARK DISK
 BL0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0516_STAMPING: Y 1185 1964
 BL0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0516+STABILITY: SURFACE MOTION
 BL0516
 BL0516  HISTORY     - Date     Condition        Report By
 BL0516  HISTORY     - 1964     MONUMENTED       CGS
 BL0516  HISTORY     - 1988     GOOD             USPSQD
 BL0516  HISTORY     - 1989     GOOD             USPSQD
 BL0516  HISTORY     - 1990     GOOD             USPSQD
 BL0516  HISTORY     - 19960413 GOOD             USPSQD
 BL0516  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 BL0516
 BL0516                          STATION DESCRIPTION
 BL0516
 BL0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL0516'3.85 MI SE FROM DAYTON.
 BL0516'ABOUT 0.15 MILE NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE DAYTON HIGH
 BL0516'SCHOOL AT DAYTON, THENCE 2.55 MILES SOUTH ALONG FARM ROAD 1409, THENCE
 BL0516'1.3 MILES EAST ALONG DAY LAKE ROAD, NEAR THE CREST OF A SMALL HILL, 25
 BL0516'FEET NORTH OF THE CENTER LINE OF THE ROAD, 112 FEET EAST OF THE CENTER
 BL0516'LINE OF A PRIVATE DRIVEWAY, 28 FEET EAST OF A 26-INCH GUM TREE, 1 1/2
 BL0516'FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A METAL WITNESS POST, AND SET
 BL0516'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BL0516
 BL0516                          STATION RECOVERY (1988)
 BL0516
 BL0516'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0516'RECOVERED IN GOOD CONDITION.
 BL0516
 BL0516                          STATION RECOVERY (1989)
 BL0516
 BL0516'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0516'RECOVERED IN GOOD CONDITION.
 BL0516
 BL0516                          STATION RECOVERY (1990)
 BL0516
 BL0516'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0516'RECOVERED IN GOOD CONDITION.
 BL0516
 BL0516                          STATION RECOVERY (1996)
 BL0516
 BL0516'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0516'RECOVERED IN GOOD CONDITION.
 BL0516
 BL0516                          STATION RECOVERY (2005)
 BL0516
 BL0516'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 BL0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1606 ***********************************************************************
 AW1606  DESIGNATION -  Y 1186
 AW1606  PID         -  AW1606
 AW1606  STATE/COUNTY-  TX/GALVESTON
 AW1606  USGS QUAD   -  TEXAS CITY (1994)
 AW1606
 AW1606                         *CURRENT SURVEY CONTROL
 AW1606  ___________________________________________________________________
 AW1606* NAD 83(1986)-  29 29 15.     (N)    094 55 28.     (W)     SCALED    
 AW1606* NAVD 88     -         2.29   (+/-2cm)       7.5    (feet)  VERTCON   
 AW1606  ___________________________________________________________________
 AW1606  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1606  OBS GRAVITY -     979,276.2   (mgal)                       GRAV_OBS
 AW1606
 AW1606  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1606
 AW1606.The horizontal coordinates were scaled from a topographic map and have
 AW1606.an estimated accuracy of +/- 6 seconds.
 AW1606
 AW1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1606.The vertical order pertains to the NGVD 29 superseded value.
 AW1606
 AW1606.The geoid height was determined by GEOID03.
 AW1606.The observed gravity was obtained from relative gravimeter ties
 AW1606.to the IGSN71 gravity network.
 AW1606
 AW1606;                    North         East    Units  Estimated Accuracy
 AW1606;SPC TXSC     - 4,190,210.      995,110.      MT  (+/- 180 meters Scaled)
 AW1606
 AW1606                          SUPERSEDED SURVEY CONTROL
 AW1606
 AW1606  NGVD 29 (??/??/92)    2.290  (m)            7.51   (f) ADJ UNCH    1 2
 AW1606
 AW1606.Superseded values are not recommended for survey control.
 AW1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1606.See file dsdata.txt to determine how the superseded data were derived.
 AW1606
 AW1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN134635(NAD 83)
 AW1606_MARKER: DB = BENCH MARK DISK
 AW1606_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1606_SP_SET: 48 FT.
 AW1606_STAMPING: Y 1186 1964
 AW1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1606
 AW1606  HISTORY     - Date     Condition        Report By
 AW1606  HISTORY     - 1964     MONUMENTED       CGS
 AW1606  HISTORY     - 1973     GOOD             NGS
 AW1606  HISTORY     - 1978     GOOD             NGS
 AW1606  HISTORY     - 1987     GOOD             USPSQD
 AW1606  HISTORY     - 1987     GOOD             USPSQD
 AW1606  HISTORY     - 1987     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1988     GOOD             USPSQD
 AW1606  HISTORY     - 1989     GOOD             USPSQD
 AW1606  HISTORY     - 1989     GOOD             USPSQD
 AW1606  HISTORY     - 1989     GOOD             USPSQD
 AW1606  HISTORY     - 1989     GOOD             USPSQD
 AW1606  HISTORY     - 1989     GOOD             USPSQD
 AW1606  HISTORY     - 1990     GOOD             USPSQD
 AW1606  HISTORY     - 1990     GOOD             USPSQD
 AW1606  HISTORY     - 1991     GOOD             USPSQD
 AW1606  HISTORY     - 19940326 GOOD             USPSQD
 AW1606  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW1606
 AW1606                          STATION DESCRIPTION
 AW1606
 AW1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1606'1.3 MI SE FROM SAN LEON.
 AW1606'1.3 MILES SOUTHEAST ALONG FARM ROAD NO. 517 FROM THE POST OFFICE AT
 AW1606'SAN LEON, AT A 90 DEG TURN IN THE FARM ROAD, AT THE INTERSECTION OF
 AW1606'AVENUE I, 162.0 FEET EAST OF THE CENTER LINE OF THE FARM ROAD NO 517,
 AW1606'67.0 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 21.5 FEET NORTH OF
 AW1606'THE NORTH CORNER OF A BUILDING, 3.5 FEET WEST OF A WATER WELL WITH A
 AW1606'ELECTRIC PUMP, 1.0 FOOT EAST OF A WITNESS POST, A DISK ON THE TOP OF A
 AW1606'COPPER COATED ROD DRIVEN TO REFUSAL AT A DEPTH OF 48.0 FEET.  THE
 AW1606'UPPER PORTION OF THE ROD IS ENCASED IN A 5-INCH CAST-IRON PIPE
 AW1606'PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 AW1606
 AW1606                          STATION RECOVERY (1978)
 AW1606
 AW1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1987)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1987)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1987)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (RG)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1988)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1989)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1989)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1989)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1989)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1989)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1990)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1990)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1991)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (1994)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1606'RECOVERED IN GOOD CONDITION.
 AW1606
 AW1606                          STATION RECOVERY (2004)
 AW1606
 AW1606'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2975 ***********************************************************************
 AW2975  DESIGNATION -  Y 1188
 AW2975  PID         -  AW2975
 AW2975  STATE/COUNTY-  TX/HARRIS
 AW2975  USGS QUAD   -  MORGANS POINT (1993)
 AW2975
 AW2975                         *CURRENT SURVEY CONTROL
 AW2975  ___________________________________________________________________
 AW2975* NAD 83(1986)-  29 40 58.     (N)    094 58 43.     (W)     SCALED    
 AW2975* NAVD 88     -         5.93   (+/-2cm)      19.5    (feet)  VERTCON   
 AW2975  ___________________________________________________________________
 AW2975  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2975
 AW2975  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2975
 AW2975.The horizontal coordinates were scaled from a topographic map and have
 AW2975.an estimated accuracy of +/- 6 seconds.
 AW2975
 AW2975.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2975.The vertical order pertains to the NGVD 29 superseded value.
 AW2975
 AW2975.The geoid height was determined by GEOID03.
 AW2975
 AW2975;                    North         East    Units  Estimated Accuracy
 AW2975;SPC TXSC     - 4,211,660.      989,110.      MT  (+/- 180 meters Scaled)
 AW2975
 AW2975                          SUPERSEDED SURVEY CONTROL
 AW2975
 AW2975  NGVD 29 (??/??/92)    5.929  (m)           19.45   (f) ADJ UNCH    1 2
 AW2975
 AW2975.Superseded values are not recommended for survey control.
 AW2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2975.See file dsdata.txt to determine how the superseded data were derived.
 AW2975
 AW2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN085852(NAD 83)
 AW2975_MARKER: DB = BENCH MARK DISK
 AW2975_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2975_SP_SET: IRON POST
 AW2975_STAMPING: Y 1188 1964
 AW2975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2975
 AW2975  HISTORY     - Date     Condition        Report By
 AW2975  HISTORY     - 1964     MONUMENTED       CGS
 AW2975
 AW2975                          STATION DESCRIPTION
 AW2975
 AW2975'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW2975'0.15 MI NE FROM MORGAN POINT.
 AW2975'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2975'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE HIGHEST
 AW2975'PART OF A SMALL CLAY RIDGE NEAR THE NORTHWEST END OF ATKINSON ISLAND,
 AW2975'327 FEET NORTHEAST OF THE HIGH WATER LINE, 3.0 FEET SOUTHWEST OF A 4 X
 AW2975'4 INCH POST, A DISK ON THE TOP OF A 3-INCH IRON POST PROJECTING 1
 AW2975'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0120 ***********************************************************************
 CC0120  DESIGNATION -  Y 1189
 CC0120  PID         -  CC0120
 CC0120  STATE/COUNTY-  TX/MIDLAND
 CC0120  USGS QUAD   -  BRYANT RANCH (1974)
 CC0120
 CC0120                         *CURRENT SURVEY CONTROL
 CC0120  ___________________________________________________________________
 CC0120* NAD 83(1986)-  31 45 26.     (N)    102 01 24.     (W)     SCALED    
 CC0120* NAVD 88     -       822.615  (meters)    2698.86   (feet)  ADJUSTED  
 CC0120  ___________________________________________________________________
 CC0120  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CC0120  DYNAMIC HT  -         821.449 (meters)    2695.04  (feet)  COMP
 CC0120  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 CC0120
 CC0120  VERT ORDER  -  SECOND    CLASS 0
 CC0120
 CC0120.The horizontal coordinates were scaled from a topographic map and have
 CC0120.an estimated accuracy of +/- 6 seconds.
 CC0120
 CC0120.The orthometric height was determined by differential leveling
 CC0120.and adjusted by the National Geodetic Survey in June 1991..
 CC0120
 CC0120.The geoid height was determined by GEOID03.
 CC0120
 CC0120.The dynamic height is computed by dividing the NAVD 88
 CC0120.geopotential number by the normal gravity value computed on the
 CC0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0120.degrees latitude (g = 980.6199 gals.).
 CC0120
 CC0120.The modeled gravity was interpolated from observed gravity values.
 CC0120
 CC0120;                    North         East    Units  Estimated Accuracy
 CC0120;SPC TX C     - 3,232,970.      539,900.      MT  (+/- 180 meters Scaled)
 CC0120
 CC0120                          SUPERSEDED SURVEY CONTROL
 CC0120
 CC0120  NGVD 29 (??/??/92)  822.269  (m)         2697.73   (f) ADJ UNCH    2 0
 CC0120
 CC0120.Superseded values are not recommended for survey control.
 CC0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0120.See file dsdata.txt to determine how the superseded data were derived.
 CC0120
 CC0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR819173(NAD 83)
 CC0120_MARKER: DB = BENCH MARK DISK
 CC0120_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0120_SP_SET: 14 FT
 CC0120_STAMPING: Y 1189 1967
 CC0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0120
 CC0120  HISTORY     - Date     Condition        Report By
 CC0120  HISTORY     - 1967     MONUMENTED       CGS
 CC0120  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CC0120
 CC0120                          STATION DESCRIPTION
 CC0120
 CC0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0120'16.8 MI S FROM MIDLAND.
 CC0120'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0120'THE STATION AT MIDLAND, THENCE 16.65 MILES SOUTH ALONG STATE HIGHWAY
 CC0120'349, 84 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 106 FEET SOUTH OF
 CC0120'A FENCE CORNER, 40 FEET SOUTH OF TELEPHONE POLE NUMBER 615 WHICH IS
 CC0120'BRACED BY A GUY WIRE, 2 FEET WEST OF A FENCE LINE, 1.7 FEET SOUTH OF A
 CC0120'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 CC0120'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 CC0120'OF 14 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 5
 CC0120'INCHES.
 CC0120
 CC0120                          STATION RECOVERY (2001)
 CC0120
 CC0120'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0202 ***********************************************************************
 BN0202  DESIGNATION -  Y 119 RESET
 BN0202  PID         -  BN0202
 BN0202  STATE/COUNTY-  TX/LLANO
 BN0202  USGS QUAD   -  LLANO NORTH (1955)
 BN0202
 BN0202                         *CURRENT SURVEY CONTROL
 BN0202  ___________________________________________________________________
 BN0202* NAD 83(1986)-  30 45 15.     (N)    098 40 32.     (W)     SCALED    
 BN0202* NAVD 88     -       311.00   (meters)    1020.3    (feet)  RESET     
 BN0202  ___________________________________________________________________
 BN0202  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 BN0202
 BN0202  VERT ORDER  -  THIRD
 BN0202
 BN0202.The horizontal coordinates were scaled from a topographic map and have
 BN0202.an estimated accuracy of +/- 6 seconds.
 BN0202
 BN0202.The orthometric height was computed from unverified reset data.
 BN0202
 BN0202.The geoid height was determined by GEOID03.
 BN0202
 BN0202;                    North         East    Units  Estimated Accuracy
 BN0202;SPC TX C     - 3,121,740.      858,710.      MT  (+/- 180 meters Scaled)
 BN0202
 BN0202                          SUPERSEDED SURVEY CONTROL
 BN0202
 BN0202.No superseded survey control is available for this station.
 BN0202
 BN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV310024(NAD 83)
 BN0202_MARKER: DB = BENCH MARK DISK
 BN0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0202_SP_SET: ROADWAY CURB
 BN0202_STAMPING: Y 119 RESET 1936
 BN0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0202
 BN0202  HISTORY     - Date     Condition        Report By
 BN0202  HISTORY     - 1936     MONUMENTED       TXHD
 BN0202  HISTORY     - 1990     GOOD             USPSQD
 BN0202  HISTORY     - 19990909 GOOD             TXDOT
 BN0202
 BN0202                          STATION DESCRIPTION
 BN0202
 BN0202'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1936
 BN0202'IN LLANO.
 BN0202'AT LLANO, LLANO COUNTY, AT THE BRIDGE OVER LLANO RIVER, AT THE NORTH
 BN0202'ABUTMENT, AT A CORNER FORMED BY THE CONCRETE HANDRAIL, AND IN THE TOP
 BN0202'OF THE EAST ROADWAY CURB.  A STANDARD DISK, STAMPED Y 119 RESET 1936.
 BN0202
 BN0202                          STATION RECOVERY (1990)
 BN0202
 BN0202'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BN0202'RECOVERED IN GOOD CONDITION.
 BN0202
 BN0202                          STATION RECOVERY (1999)
 BN0202
 BN0202'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0202'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0508 ***********************************************************************
 CB0508  DESIGNATION -  Y 1190
 CB0508  PID         -  CB0508
 CB0508  STATE/COUNTY-  TX/UPTON
 CB0508  USGS QUAD   -  MIDKIFF SW (1968)
 CB0508
 CB0508                         *CURRENT SURVEY CONTROL
 CB0508  ___________________________________________________________________
 CB0508* NAD 83(1986)-  31 31 36.     (N)    101 56 56.     (W)     SCALED    
 CB0508* NAVD 88     -       842.951  (meters)    2765.58   (feet)  ADJUSTED  
 CB0508  ___________________________________________________________________
 CB0508  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CB0508  DYNAMIC HT  -         841.738 (meters)    2761.60  (feet)  COMP
 CB0508  MODELED GRAV-     979,173.4   (mgal)                       NAVD 88
 CB0508
 CB0508  VERT ORDER  -  SECOND    CLASS 0
 CB0508
 CB0508.The horizontal coordinates were scaled from a topographic map and have
 CB0508.an estimated accuracy of +/- 6 seconds.
 CB0508
 CB0508.The orthometric height was determined by differential leveling
 CB0508.and adjusted by the National Geodetic Survey in June 1991..
 CB0508
 CB0508.The geoid height was determined by GEOID03.
 CB0508
 CB0508.The dynamic height is computed by dividing the NAVD 88
 CB0508.geopotential number by the normal gravity value computed on the
 CB0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0508.degrees latitude (g = 980.6199 gals.).
 CB0508
 CB0508.The modeled gravity was interpolated from observed gravity values.
 CB0508
 CB0508;                    North         East    Units  Estimated Accuracy
 CB0508;SPC TX C     - 3,207,310.      546,580.      MT  (+/- 180 meters Scaled)
 CB0508
 CB0508                          SUPERSEDED SURVEY CONTROL
 CB0508
 CB0508  NGVD 29 (??/??/92)  842.609  (m)         2764.46   (f) ADJ UNCH    2 0
 CB0508
 CB0508.Superseded values are not recommended for survey control.
 CB0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0508.See file dsdata.txt to determine how the superseded data were derived.
 CB0508
 CB0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV199917(NAD 83)
 CB0508_MARKER: DB = BENCH MARK DISK
 CB0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0508_STAMPING: Y 1190 1967
 CB0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0508+STABILITY: SURFACE MOTION
 CB0508
 CB0508  HISTORY     - Date     Condition        Report By
 CB0508  HISTORY     - 1967     MONUMENTED       CGS
 CB0508  HISTORY     - 20010217 GOOD             USPSQD
 CB0508
 CB0508                          STATION DESCRIPTION
 CB0508
 CB0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0508'21.0 MI N FROM RANKIN.
 CB0508'ABOUT 21.0 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0508'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.25 MILE SOUTH
 CB0508'OF THE JUNCTION OF THE HIGHWAY AND RANCH ROAD NUMBER 2401, 57 FEET
 CB0508'EAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF THE CENTER
 CB0508'LINE OF A DIRT ROAD, 57 FEET NORTH OF TELEPHONE POLE NUMBER 1190, 2
 CB0508'1/2 FEET WEST OF A FENCE, 2.1 FEET NORTHEAST OF A METAL WITNESS POST,
 CB0508'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 FEET.
 CB0508
 CB0508                          STATION RECOVERY (2001)
 CB0508
 CB0508'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0715 ***********************************************************************
 AX0715  DESIGNATION -  Y 1192
 AX0715  PID         -  AX0715
 AX0715  STATE/COUNTY-  TX/JACKSON
 AX0715  USGS QUAD   -  GANADO NE (1981)
 AX0715
 AX0715                         *CURRENT SURVEY CONTROL
 AX0715  ___________________________________________________________________
 AX0715* NAD 83(1986)-  29 07 59.     (N)    096 31 48.     (W)     SCALED    
 AX0715* NAVD 88     -        26.18   (+/-2cm)      85.9    (feet)  VERTCON   
 AX0715  ___________________________________________________________________
 AX0715  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0715
 AX0715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0715
 AX0715.The horizontal coordinates were scaled from a topographic map and have
 AX0715.an estimated accuracy of +/- 6 seconds.
 AX0715
 AX0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0715.The vertical order pertains to the NGVD 29 superseded value.
 AX0715
 AX0715.The geoid height was determined by GEOID03.
 AX0715
 AX0715;                    North         East    Units  Estimated Accuracy
 AX0715;SPC TXSC     - 4,146,580.      840,320.      MT  (+/- 180 meters Scaled)
 AX0715
 AX0715                          SUPERSEDED SURVEY CONTROL
 AX0715
 AX0715  NGVD 29 (??/??/92)   26.190  (m)           85.92   (f) ADJ UNCH    2 0
 AX0715
 AX0715.Superseded values are not recommended for survey control.
 AX0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0715.See file dsdata.txt to determine how the superseded data were derived.
 AX0715
 AX0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT403252(NAD 83)
 AX0715_MARKER: DB = BENCH MARK DISK
 AX0715_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0715_SP_SET: 30 FT
 AX0715_STAMPING: Y 1192 1972
 AX0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0715
 AX0715  HISTORY     - Date     Condition        Report By
 AX0715  HISTORY     - 1972     MONUMENTED       NGS
 AX0715
 AX0715                          STATION DESCRIPTION
 AX0715
 AX0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0715'6.95 MI N FROM GANADO.
 AX0715'ABOUT 6.95 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0715'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, AT THE END OF THE PAVED
 AX0715'PORTION OF THE ROAD, 49 FEET EAST OF THE CENTER LINE OF THE ROAD, 3
 AX0715'1/2 FEET NORTH OF THE MOST NORTHERLY OF THREE BRACE POLES IN A FENCE,
 AX0715'2.7 FEET NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT WEST
 AX0715'OF THE FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 AX0715'BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A COPPER COATED ROD
 AX0715'WHICH PROJECTS 1 INCH AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH
 AX0715'PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0654 ***********************************************************************
 AX0654  DESIGNATION -  Y 1193
 AX0654  PID         -  AX0654
 AX0654  STATE/COUNTY-  TX/JACKSON
 AX0654  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0654
 AX0654                         *CURRENT SURVEY CONTROL
 AX0654  ___________________________________________________________________
 AX0654* NAD 83(1986)-  29 01 44.     (N)    096 39 58.     (W)     SCALED    
 AX0654* NAVD 88     -        23.686  (meters)      77.71   (feet)  ADJUSTED  
 AX0654  ___________________________________________________________________
 AX0654  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0654  DYNAMIC HT  -          23.652 (meters)      77.60  (feet)  COMP
 AX0654  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 AX0654
 AX0654  VERT ORDER  -  FIRST     CLASS I
 AX0654
 AX0654.The horizontal coordinates were scaled from a topographic map and have
 AX0654.an estimated accuracy of +/- 6 seconds.
 AX0654
 AX0654.The orthometric height was determined by differential leveling
 AX0654.and adjusted by the National Geodetic Survey in June 1991..
 AX0654
 AX0654.The geoid height was determined by GEOID03.
 AX0654
 AX0654.The dynamic height is computed by dividing the NAVD 88
 AX0654.geopotential number by the normal gravity value computed on the
 AX0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0654.degrees latitude (g = 980.6199 gals.).
 AX0654
 AX0654.The modeled gravity was interpolated from observed gravity values.
 AX0654
 AX0654;                    North         East    Units  Estimated Accuracy
 AX0654;SPC TXSC     - 4,134,770.      827,310.      MT  (+/- 180 meters Scaled)
 AX0654
 AX0654                          SUPERSEDED SURVEY CONTROL
 AX0654
 AX0654  NGVD 29 (??/??/92)   23.698  (m)           77.75   (f) ADJ UNCH    1 1
 AX0654
 AX0654.Superseded values are not recommended for survey control.
 AX0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0654.See file dsdata.txt to determine how the superseded data were derived.
 AX0654
 AX0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT272134(NAD 83)
 AX0654_MARKER: DB = BENCH MARK DISK
 AX0654_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0654+WITH SETTING: INTO GROUND
 AX0654_STAMPING: Y 1193 1972
 AX0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0654+STABILITY: SURFACE MOTION
 AX0654
 AX0654  HISTORY     - Date     Condition        Report By
 AX0654  HISTORY     - 1972     MONUMENTED       NGS
 AX0654
 AX0654                          STATION DESCRIPTION
 AX0654
 AX0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0654'3.75 MI NW FROM EDNA.
 AX0654'ABOUT 3.75 MILES NORTHWEST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AX0654'AT EDNA, AT THE JUNCTION OF JACKSON ROAD LEADING NORTHEAST, ACROSS THE
 AX0654'HIGHWAY FROM RADIO STATION KWBY, 85 FEET EAST OF THE CENTER OF THE
 AX0654'JUNCTION 60 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 78 FEET
 AX0654'SOUTHEAST OF THE CENTER LINE OF JACKSON ROAD, 48 FEET SOUTHEAST OF A
 AX0654'POWER LINE POLE WHICH IS AT A FENCE CORNER, 0.6 FOOT SOUTHWEST OF A
 AX0654'RIGHT-OF-WAY FENCE LINE, 0.8 FOOT NORTHWEST OF A METAL WITNESS POST, 1
 AX0654'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER
 AX0654'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 AX0654'FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A METAL PIPE THAT
 AX0654'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0911 ***********************************************************************
 AX0911  DESIGNATION -  Y 1194
 AX0911  PID         -  AX0911
 AX0911  STATE/COUNTY-  TX/JACKSON
 AX0911  USGS QUAD   -  GANADO (1981)
 AX0911
 AX0911                         *CURRENT SURVEY CONTROL
 AX0911  ___________________________________________________________________
 AX0911* NAD 83(1986)-  29 01 53.     (N)    096 30 25.     (W)     SCALED    
 AX0911* NAVD 88     -        18.80   (+/-2cm)      61.7    (feet)  VERTCON   
 AX0911  ___________________________________________________________________
 AX0911  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0911
 AX0911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0911
 AX0911.The horizontal coordinates were scaled from a topographic map and have
 AX0911.an estimated accuracy of +/- 6 seconds.
 AX0911
 AX0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0911.The vertical order pertains to the NGVD 29 superseded value.
 AX0911
 AX0911.The geoid height was determined by GEOID03.
 AX0911
 AX0911;                    North         East    Units  Estimated Accuracy
 AX0911;SPC TXSC     - 4,135,370.      842,800.      MT  (+/- 180 meters Scaled)
 AX0911
 AX0911                          SUPERSEDED SURVEY CONTROL
 AX0911
 AX0911  NGVD 29 (??/??/92)   18.804  (m)           61.69   (f) ADJ UNCH    2 0
 AX0911
 AX0911.Superseded values are not recommended for survey control.
 AX0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0911.See file dsdata.txt to determine how the superseded data were derived.
 AX0911
 AX0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT427140(NAD 83)
 AX0911_MARKER: DB = BENCH MARK DISK
 AX0911_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0911+WITH SETTING: INTO GROUND
 AX0911_STAMPING: Y 1194 1972
 AX0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0911+STABILITY: SURFACE MOTION
 AX0911
 AX0911  HISTORY     - Date     Condition        Report By
 AX0911  HISTORY     - 1972     MONUMENTED       NGS
 AX0911  HISTORY     - 19980725 GOOD             USPSQD
 AX0911  HISTORY     - 20060815 GOOD             USPSQD
 AX0911
 AX0911                          STATION DESCRIPTION
 AX0911
 AX0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0911'0.95 MI SE FROM GANADO.
 AX0911'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE
 AX0911'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, 0.3 MILE SOUTHEAST OF THE
 AX0911'ST. JAMES LUTHERAN CHURCH, 0.85 MILE SOUTHEAST OF THE CROSSING OF THE
 AX0911'SOUTHERN PACIFIC RAILROAD, 56 FEET NORTHEAST OF THE CENTER LINE OF THE
 AX0911'HIGHWAY AND ON THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY, 63 FEET
 AX0911'NORTH OF A CITY LIMIT SIGN, 6.6 FEET SOUTHEAST OF A CONCRETE HIGHWAY
 AX0911'RIGHT-OF-WAY MARKER, 2 FEET SOUTHWEST OF A FENCE, 1.0 FOOT NORTHEAST
 AX0911'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 AX0911'HIGHWAY, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT
 AX0911'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE
 AX0911'OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 1
 AX0911'INCH.
 AX0911
 AX0911                          STATION RECOVERY (1998)
 AX0911
 AX0911'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0911'RECOVERED IN GOOD CONDITION.
 AX0911
 AX0911                          STATION RECOVERY (2006)
 AX0911
 AX0911'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AX0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0776 ***********************************************************************
 AN0776  DESIGNATION -  Y 1195
 AN0776  PID         -  AN0776
 AN0776  STATE/COUNTY-  TX/VICTORIA
 AN0776  USGS QUAD   -  INEZ (1995)
 AN0776
 AN0776                         *CURRENT SURVEY CONTROL
 AN0776  ___________________________________________________________________
 AN0776* NAD 83(1986)-  28 54 49.     (N)    096 49 31.     (W)     SCALED    
 AN0776* NAVD 88     -        23.32   (+/-2cm)      76.5    (feet)  VERTCON   
 AN0776  ___________________________________________________________________
 AN0776  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0776
 AN0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0776
 AN0776.The horizontal coordinates were scaled from a topographic map and have
 AN0776.an estimated accuracy of +/- 6 seconds.
 AN0776
 AN0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0776.The vertical order pertains to the NGVD 29 superseded value.
 AN0776
 AN0776.The geoid height was determined by GEOID03.
 AN0776
 AN0776;                    North         East    Units  Estimated Accuracy
 AN0776;SPC TXSC     - 4,121,700.      812,040.      MT  (+/- 180 meters Scaled)
 AN0776
 AN0776                          SUPERSEDED SURVEY CONTROL
 AN0776
 AN0776  NGVD 29 (??/??/92)   23.385  (m)           76.72   (f) ADJ UNCH    2 0
 AN0776
 AN0776.Superseded values are not recommended for survey control.
 AN0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0776.See file dsdata.txt to determine how the superseded data were derived.
 AN0776
 AN0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT120003(NAD 83)
 AN0776_MARKER: DB = BENCH MARK DISK
 AN0776_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0776_SP_SET: 24 FEET
 AN0776_STAMPING: Y 1195 1972
 AN0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0776+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 AN0776
 AN0776  HISTORY     - Date     Condition        Report By
 AN0776  HISTORY     - 1972     MONUMENTED       NGS
 AN0776  HISTORY     - 20041008 GOOD             INDIV
 AN0776
 AN0776                          STATION DESCRIPTION
 AN0776
 AN0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0776'2.7 MI NW FROM INEZ.
 AN0776'ABOUT 2.7 MILES NORTHWEST ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0776'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 0.6 MILE SOUTHWEST
 AN0776'OF A ROAD JUNCTION, 52 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 AN0776'ROAD, 25 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 AN0776'TO A RANCH AND CORRALS, 79 1/2 FEET EAST OF A 12 INCH LIVE OAK TREE, 1
 AN0776'FOOT SOUTHWEST OF A T FENCE CORNER POST, 1/2 FOOT NORTHWEST OF THE NEW
 AN0776'RIGHT-OF-WAY FENCE LINE, 28.5 FEET NORTHWEST OF BM C 870 DESCRIBED, 1
 AN0776'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IS A
 AN0776'DISK SET ON THE TOP OF A COPPER COATED STEEL ROD THAT IS 1 INCH BELOW
 AN0776'THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH IRON PIPE THAT IS
 AN0776'FLUSH WITH THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 AN0776'24 FEET.
 AN0776
 AN0776                          STATION RECOVERY (2004)
 AN0776
 AN0776'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AN0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0684 ***********************************************************************
 AN0684  DESIGNATION -  Y 1196
 AN0684  PID         -  AN0684
 AN0684  STATE/COUNTY-  TX/VICTORIA
 AN0684  USGS QUAD   -  PLACEDO (1995)
 AN0684
 AN0684                         *CURRENT SURVEY CONTROL
 AN0684  ___________________________________________________________________
 AN0684* NAD 83(1986)-  28 42 07.     (N)    096 50 43.     (W)     SCALED    
 AN0684* NAVD 88     -        16.47   (+/-2cm)      54.0    (feet)  VERTCON   
 AN0684  ___________________________________________________________________
 AN0684  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0684
 AN0684  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0684
 AN0684.The horizontal coordinates were scaled from a topographic map and have
 AN0684.an estimated accuracy of +/- 6 seconds.
 AN0684
 AN0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0684.The vertical order pertains to the NGVD 29 superseded value.
 AN0684
 AN0684.The geoid height was determined by GEOID03.
 AN0684
 AN0684;                    North         East    Units  Estimated Accuracy
 AN0684;SPC TXSC     - 4,098,210.      810,530.      MT  (+/- 180 meters Scaled)
 AN0684
 AN0684                          SUPERSEDED SURVEY CONTROL
 AN0684
 AN0684  NGVD 29 (??/??/92)   16.595  (m)           54.45   (f) ADJ UNCH    1 1
 AN0684
 AN0684.Superseded values are not recommended for survey control.
 AN0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0684.See file dsdata.txt to determine how the superseded data were derived.
 AN0684
 AN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS104768(NAD 83)
 AN0684_MARKER: DB = BENCH MARK DISK
 AN0684_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0684+WITH SETTING: INTO GROUND
 AN0684_STAMPING: Y 1196 1972
 AN0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0684+STABILITY: SURFACE MOTION
 AN0684
 AN0684  HISTORY     - Date     Condition        Report By
 AN0684  HISTORY     - 1972     MONUMENTED       NGS
 AN0684
 AN0684                          STATION DESCRIPTION
 AN0684
 AN0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0684'1.2 MI NW FROM PLACEDO.
 AN0684'ABOUT 1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE CROSSING OF
 AN0684'THE MISSOURI PACIFIC RAILROAD AT PLACEDO, 238 FEET SOUTHWEST OF THE
 AN0684'CENTER LINE OF THE HIGHWAY, 112 1/2 FEET NORTHWEST OF THE WEST CORNER
 AN0684'OF THE PLACEDO BRETHREN CHURCH BUILDING, 7 FEET NORTHEAST OF A POWER
 AN0684'POLE WHICH BEARS A TRANSFORMER, 0.8 FOOT SOUTH OF A METAL WITNESS
 AN0684'POST, AND ON THE TOP OF A 7-FOOT SECTION OF COPPER COATED ROD THAT IS
 AN0684'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1 INCH BELOW THE SURFACE
 AN0684'OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH IS LEVEL
 AN0684'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0686 ***********************************************************************
 AX0686  DESIGNATION -  Y 1197
 AX0686  PID         -  AX0686
 AX0686  STATE/COUNTY-  TX/LAVACA
 AX0686  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0686
 AX0686                         *CURRENT SURVEY CONTROL
 AX0686  ___________________________________________________________________
 AX0686* NAD 83(1986)-  29 26 45.     (N)    096 55 52.     (W)     SCALED    
 AX0686* NAVD 88     -        71.526  (meters)     234.66   (feet)  ADJUSTED  
 AX0686  ___________________________________________________________________
 AX0686  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0686  DYNAMIC HT  -          71.426 (meters)     234.34  (feet)  COMP
 AX0686  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 AX0686
 AX0686  VERT ORDER  -  FIRST     CLASS I
 AX0686
 AX0686.The horizontal coordinates were scaled from a topographic map and have
 AX0686.an estimated accuracy of +/- 6 seconds.
 AX0686
 AX0686.The orthometric height was determined by differential leveling
 AX0686.and adjusted by the National Geodetic Survey in June 1991..
 AX0686
 AX0686.The geoid height was determined by GEOID03.
 AX0686
 AX0686.The dynamic height is computed by dividing the NAVD 88
 AX0686.geopotential number by the normal gravity value computed on the
 AX0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0686.degrees latitude (g = 980.6199 gals.).
 AX0686
 AX0686.The modeled gravity was interpolated from observed gravity values.
 AX0686
 AX0686;                    North         East    Units  Estimated Accuracy
 AX0686;SPC TXSC     - 4,180,480.      800,680.      MT  (+/- 180 meters Scaled)
 AX0686
 AX0686                          SUPERSEDED SURVEY CONTROL
 AX0686
 AX0686  NGVD 29 (??/??/92)   71.519  (m)          234.64   (f) ADJ UNCH    1 1
 AX0686
 AX0686.Superseded values are not recommended for survey control.
 AX0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0686.See file dsdata.txt to determine how the superseded data were derived.
 AX0686
 AX0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT006591(NAD 83)
 AX0686_MARKER: DB = BENCH MARK DISK
 AX0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0686_SP_SET: BRIDGE
 AX0686_STAMPING: Y 1197 1972
 AX0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0686
 AX0686  HISTORY     - Date     Condition        Report By
 AX0686  HISTORY     - 1972     MONUMENTED       NGS
 AX0686  HISTORY     - 1990     GOOD             USPSQD
 AX0686  HISTORY     - 19970607 GOOD             USPSQD
 AX0686
 AX0686                          STATION DESCRIPTION
 AX0686
 AX0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0686'0.6 MI E FROM HALLETTSVILLE.
 AX0686'ABOUT 0.6 MILE EAST ALONG U. S. HIGHWAY 90 A FROM THE JUNCTION OF U.
 AX0686'S. HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, ABOUT 0.1 MILE WEST OF
 AX0686'THE JUNCTION OF FARM ROAD 530 LEADING SOUTHEAST, AT THE EAST END OF A
 AX0686'LARGE HIGHWAY BRIDGE OVER A CREEK, 29 1/2 FEET NORTH OF THE CENTER
 AX0686'LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH
 AX0686'CONCRETE WALKWAY OF THE BRIDGE, 1 FOOT WEST OF THE EAST END OF THE
 AX0686'WALKWAY, 0.9 FOOT SOUTH OF THE SOUTH FACE OF THE NORTH CONCRETE
 AX0686'BANNISTER OF THE BRIDGE AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AX0686'NOTE-- THIS BRIDGE IS OVER RICKAWAY BRANCH.
 AX0686
 AX0686                          STATION RECOVERY (1990)
 AX0686
 AX0686'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0686'RECOVERED IN GOOD CONDITION.
 AX0686
 AX0686                          STATION RECOVERY (1997)
 AX0686
 AX0686'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0928 ***********************************************************************
 AX0928  DESIGNATION -  Y 1198
 AX0928  PID         -  AX0928
 AX0928  STATE/COUNTY-  TX/FAYETTE
 AX0928  USGS QUAD   -  SWISS ALP (1981)
 AX0928
 AX0928                         *CURRENT SURVEY CONTROL
 AX0928  ___________________________________________________________________
 AX0928* NAD 83(1986)-  29 48 52.     (N)    096 54 37.     (W)     SCALED    
 AX0928* NAVD 88     -       131.973  (meters)     432.98   (feet)  ADJUSTED  
 AX0928  ___________________________________________________________________
 AX0928  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AX0928  DYNAMIC HT  -         131.790 (meters)     432.38  (feet)  COMP
 AX0928  MODELED GRAV-     979,253.2   (mgal)                       NAVD 88
 AX0928
 AX0928  VERT ORDER  -  FIRST     CLASS I
 AX0928
 AX0928.The horizontal coordinates were scaled from a topographic map and have
 AX0928.an estimated accuracy of +/- 6 seconds.
 AX0928
 AX0928.The orthometric height was determined by differential leveling
 AX0928.and adjusted by the National Geodetic Survey in June 1991..
 AX0928
 AX0928.The geoid height was determined by GEOID03.
 AX0928
 AX0928.The dynamic height is computed by dividing the NAVD 88
 AX0928.geopotential number by the normal gravity value computed on the
 AX0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0928.degrees latitude (g = 980.6199 gals.).
 AX0928
 AX0928.The modeled gravity was interpolated from observed gravity values.
 AX0928
 AX0928;                    North         East    Units  Estimated Accuracy
 AX0928;SPC TXSC     - 4,221,370.      801,970.      MT  (+/- 180 meters Scaled)
 AX0928
 AX0928                          SUPERSEDED SURVEY CONTROL
 AX0928
 AX0928  NGVD 29 (??/??/92)  131.932  (m)          432.85   (f) ADJ UNCH    1 1
 AX0928
 AX0928.Superseded values are not recommended for survey control.
 AX0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0928.See file dsdata.txt to determine how the superseded data were derived.
 AX0928
 AX0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU019000(NAD 83)
 AX0928_MARKER: DB = BENCH MARK DISK
 AX0928_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0928_SP_SET: 32 FEET
 AX0928_STAMPING: Y 1198 1972
 AX0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0928+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX0928
 AX0928  HISTORY     - Date     Condition        Report By
 AX0928  HISTORY     - 1972     MONUMENTED       NGS
 AX0928  HISTORY     - 1987     GOOD             USPSQD
 AX0928  HISTORY     - 1987     GOOD             USPSQD
 AX0928  HISTORY     - 1990     GOOD             USPSQD
 AX0928  HISTORY     - 1990     GOOD             USPSQD
 AX0928  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0928  HISTORY     - 19970607 GOOD             USPSQD
 AX0928  HISTORY     - 20041027 GOOD             USPSQD
 AX0928
 AX0928                          STATION DESCRIPTION
 AX0928
 AX0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0928'7.6 MI S FROM LA GRANGE.
 AX0928'ABOUT 7.6 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT LA
 AX0928'GRANGE, ABOUT 0.2 MILE NORTH OF THE INTERSECTION OF THE HIGHWAY AND A
 AX0928'PAVED ROAD LEADING WEST AND A GRAVELED ROAD LEADING EAST, ABOUT 0.15
 AX0928'MILE NORTHWEST OF A WINDMILL AND A GROUP OF FARM BUILDINGS ON A HILL,
 AX0928'48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF POWER
 AX0928'POLE NUMBER 2-50 WHICH BEARS A TRANSFORMER, 20 FEET NORTH OF THE
 AX0928'CENTER OF A GATE, 1/2 FOOT WEST OF A FENCE, 0.6 FOOT SOUTHEAST OF A
 AX0928'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 AX0928'ON THE TOP OF A COPPER COATED ROD WHICH PROJECTS 1 INCH AND IS
 AX0928'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 2 INCHES.  THE ROD WAS
 AX0928'DRIVEN TO A DEPTH OF 32 FEET.
 AX0928
 AX0928                          STATION RECOVERY (1987)
 AX0928
 AX0928'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0928'RECOVERED IN GOOD CONDITION.
 AX0928
 AX0928                          STATION RECOVERY (1987)
 AX0928
 AX0928'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0928'RECOVERED IN GOOD CONDITION.
 AX0928
 AX0928                          STATION RECOVERY (1990)
 AX0928
 AX0928'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AX0928'RECOVERED IN GOOD CONDITION.
 AX0928
 AX0928                          STATION RECOVERY (1990)
 AX0928
 AX0928'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0928'RECOVERED IN GOOD CONDITION.
 AX0928
 AX0928                          STATION RECOVERY (1991)
 AX0928
 AX0928'RECOVERY NOTE BY US POWER SQUADRON 1991 (WGS)
 AX0928'MARK NOT FOUND.
 AX0928
 AX0928                          STATION RECOVERY (1997)
 AX0928
 AX0928'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0928'RECOVERED IN GOOD CONDITION.
 AX0928
 AX0928                          STATION RECOVERY (2004)
 AX0928
 AX0928'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0928'METAL WITNESS POST AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0253 ***********************************************************************
 BL0253  DESIGNATION -  Y 1199
 BL0253  PID         -  BL0253
 BL0253  STATE/COUNTY-  TX/ORANGE
 BL0253  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0253
 BL0253                         *CURRENT SURVEY CONTROL
 BL0253  ___________________________________________________________________
 BL0253* NAD 83(1986)-  30 06 10.     (N)    094 01 36.     (W)     SCALED    
 BL0253* NAVD 88     -         4.644  (meters)      15.24   (feet)  ADJUSTED  
 BL0253  ___________________________________________________________________
 BL0253  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0253  DYNAMIC HT  -           4.638 (meters)      15.22  (feet)  COMP
 BL0253  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BL0253
 BL0253  VERT ORDER  -  FIRST     CLASS I
 BL0253
 BL0253.The horizontal coordinates were scaled from a topographic map and have
 BL0253.an estimated accuracy of +/- 6 seconds.
 BL0253
 BL0253.The orthometric height was determined by differential leveling
 BL0253.and adjusted by the National Geodetic Survey in June 1991..
 BL0253
 BL0253.The geoid height was determined by GEOID03.
 BL0253
 BL0253.The dynamic height is computed by dividing the NAVD 88
 BL0253.geopotential number by the normal gravity value computed on the
 BL0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0253.degrees latitude (g = 980.6199 gals.).
 BL0253
 BL0253.The modeled gravity was interpolated from observed gravity values.
 BL0253
 BL0253;                    North         East    Units  Estimated Accuracy
 BL0253;SPC TX C     - 3,065,570.    1,307,560.      MT  (+/- 180 meters Scaled)
 BL0253
 BL0253                          SUPERSEDED SURVEY CONTROL
 BL0253
 BL0253  NGVD 29 (??/??/??)    4.620  (m)           15.16   (f) ADJUSTED    1 1
 BL0253
 BL0253.Superseded values are not recommended for survey control.
 BL0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0253.See file dsdata.txt to determine how the superseded data were derived.
 BL0253
 BL0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP010306(NAD 83)
 BL0253_MARKER: DB = BENCH MARK DISK
 BL0253_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0253_SP_SET: COPPER-CLAD STEEL ROD
 BL0253_STAMPING: Y 1199 1972
 BL0253_MARK LOGO: NGS   
 BL0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0253
 BL0253  HISTORY     - Date     Condition        Report By
 BL0253  HISTORY     - 1972     MONUMENTED       NGS
 BL0253  HISTORY     - 1986     GOOD             NGS
 BL0253  HISTORY     - 19890909 GOOD             USPSQD
 BL0253  HISTORY     - 19910817 GOOD             USPSQD
 BL0253  HISTORY     - 19930202 GOOD             USPSQD
 BL0253  HISTORY     - 20010331 GOOD             USPSQD
 BL0253
 BL0253                          STATION DESCRIPTION
 BL0253
 BL0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0253'4.15 MI E FROM BEAUMONT.
 BL0253'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BL0253'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BL0253'BEAUMONT, THENCE 3.05 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BL0253'6 3/4 MILES EAST OF MILEPOST 274, 87 FEET SOUTHWEST OF THE CENTER OF
 BL0253'THE CROSSING OF A ROAD, 52 FEET SOUTH OF THE SOUTH RAIL, 66 FEET WEST
 BL0253'OF THE CENTER LINE OF THE ROAD, 30 FEET WEST OF AN UNDERGROUND
 BL0253'TELEPHONE CABLE MARKER, 18 1/2 FEET WEST OF A ROUND BUILDING, 6 1/2
 BL0253'FEET WEST OF A 24-INCH OAK TREE, 0.6 FOOT EAST OF A METAL WITNESS
 BL0253'POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF
 BL0253'A COPPER COATED STEEL ROD THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF
 BL0253'THE GROUND AND ENCASED IN A 6 INCH IRON PIPE THAT PROJECTS 6 INCHES
 BL0253'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 BL0253'DEPTH OF 62 1/2 FEET.
 BL0253
 BL0253                          STATION RECOVERY (1986)
 BL0253
 BL0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0253'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BL0253'THE 6 3/4 MILES EAST OF MILEPOST 274 SHOULD BE REMOVED.
 BL0253
 BL0253                          STATION RECOVERY (1989)
 BL0253
 BL0253'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0253'RECOVERED IN GOOD CONDITION.
 BL0253
 BL0253                          STATION RECOVERY (1991)
 BL0253
 BL0253'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0253'RECOVERED IN GOOD CONDITION.
 BL0253
 BL0253                          STATION RECOVERY (1993)
 BL0253
 BL0253'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0253'RECOVERED IN GOOD CONDITION.
 BL0253
 BL0253                          STATION RECOVERY (2001)
 BL0253
 BL0253'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRM)
 BL0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0524 ***********************************************************************
 CT0524  DESIGNATION -  Y 12
 CT0524  PID         -  CT0524
 CT0524  STATE/COUNTY-  TX/TAYLOR
 CT0524  USGS QUAD   -  ABILENE EAST (1987)
 CT0524
 CT0524                         *CURRENT SURVEY CONTROL
 CT0524  ___________________________________________________________________
 CT0524* NAD 83(1986)-  32 26 59.     (N)    099 44 19.     (W)     SCALED    
 CT0524* NAVD 88     -       526.160  (meters)    1726.24   (feet)  ADJUSTED  
 CT0524  ___________________________________________________________________
 CT0524  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CT0524  DYNAMIC HT  -         525.479 (meters)    1724.01  (feet)  COMP
 CT0524  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 CT0524
 CT0524  VERT ORDER  -  FIRST     CLASS II
 CT0524
 CT0524.The horizontal coordinates were scaled from a topographic map and have
 CT0524.an estimated accuracy of +/- 6 seconds.
 CT0524
 CT0524.The orthometric height was determined by differential leveling
 CT0524.and adjusted by the National Geodetic Survey in June 1991..
 CT0524.WARNING-Repeat measurements at this control monument indicate possible
 CT0524.vertical movement.
 CT0524
 CT0524.The geoid height was determined by GEOID03.
 CT0524
 CT0524.The dynamic height is computed by dividing the NAVD 88
 CT0524.geopotential number by the normal gravity value computed on the
 CT0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0524.degrees latitude (g = 980.6199 gals.).
 CT0524
 CT0524.The modeled gravity was interpolated from observed gravity values.
 CT0524
 CT0524;                    North         East    Units  Estimated Accuracy
 CT0524;SPC TXNC     - 2,087,520.      483,550.      MT  (+/- 180 meters Scaled)
 CT0524
 CT0524                          SUPERSEDED SURVEY CONTROL
 CT0524
 CT0524  NGVD 29 (??/??/92)  525.995  (m)         1725.70   (f) ADJ UNCH    1 2
 CT0524
 CT0524.Superseded values are not recommended for survey control.
 CT0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0524.See file dsdata.txt to determine how the superseded data were derived.
 CT0524
 CT0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA305905(NAD 83)
 CT0524_MARKER: Z = SEE DESCRIPTION
 CT0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0524_SP_SET: STONE
 CT0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0524+STABILITY: SURFACE MOTION
 CT0524
 CT0524  HISTORY     - Date     Condition        Report By
 CT0524  HISTORY     - UNK      MONUMENTED       CGS
 CT0524  HISTORY     - 1956     GOOD             NGS
 CT0524  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0524  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0524
 CT0524                          STATION DESCRIPTION
 CT0524
 CT0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0524'IN ABILENE.
 CT0524'AT ABILENE, AT 1482 NORTH 1ST STREET, 2 1/2 BLOCKS WEST OF THE RAILWAY
 CT0524'EXPRESS OFFICE AT THE TEXAS AND PACIFIC RAILROAD STATION, 59 FEET
 CT0524'NORTH OF THE CENTER LINE OF NORTH 1ST STREET, 18 FEET NORTH OF THE
 CT0524'CENTER LINE OF A SIDEWALK, 4.2 FEET WEST OF THE SOUTHWEST CORNER OF
 CT0524'THE SOUTH STEPS OF A LARGE RED BRICK BUILDING WHICH WAS FORMERLY
 CT0524'OCCUPIED BY THE U.S. WEATHER BUREAU, 212 FEET NORTH OF THE NORTH RAIL
 CT0524'OF THE TEXAS AND PACIFIC RAILROAD, IN THE TOP OF A STONE POST WHICH IS
 CT0524'FLUSH WITH THE GROUND, SURROUNDED BY THE LETTERS USBM.
 CT0524
 CT0524                          STATION RECOVERY (1982)
 CT0524
 CT0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0524'THE BUILDING HAS BEEN TORN DOWN AND THE MARK SHOULD BE CONSIDERED
 CT0524'DESTROYED.
 CT0524
 CT0524                          STATION RECOVERY (2001)
 CT0524
 CT0524'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1266 ***********************************************************************
 AX1266  DESIGNATION -  Y 120
 AX1266  PID         -  AX1266
 AX1266  STATE/COUNTY-  TX/FAYETTE
 AX1266  USGS QUAD   -  WEST POINT (1981)
 AX1266
 AX1266                         *CURRENT SURVEY CONTROL
 AX1266  ___________________________________________________________________
 AX1266* NAD 83(1986)-  29 53 24.     (N)    097 02 04.     (W)     SCALED    
 AX1266* NAVD 88     -       102.94   (+/-2cm)     337.7    (feet)  VERTCON   
 AX1266  ___________________________________________________________________
 AX1266  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AX1266
 AX1266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1266
 AX1266.The horizontal coordinates were scaled from a topographic map and have
 AX1266.an estimated accuracy of +/- 6 seconds.
 AX1266
 AX1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1266.The vertical order pertains to the NGVD 29 superseded value.
 AX1266
 AX1266.The geoid height was determined by GEOID03.
 AX1266
 AX1266;                    North         East    Units  Estimated Accuracy
 AX1266;SPC TXSC     - 4,229,530.      789,830.      MT  (+/- 180 meters Scaled)
 AX1266
 AX1266                          SUPERSEDED SURVEY CONTROL
 AX1266
 AX1266  NGVD 29 (??/??/92)  102.887  (m)          337.56   (f) ADJ UNCH    2 0
 AX1266
 AX1266.Superseded values are not recommended for survey control.
 AX1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1266.See file dsdata.txt to determine how the superseded data were derived.
 AX1266
 AX1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU898082(NAD 83)
 AX1266_MARKER: DB = BENCH MARK DISK
 AX1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1266_STAMPING: Y-120 1933
 AX1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1266+STABILITY: SURFACE MOTION
 AX1266
 AX1266  HISTORY     - Date     Condition        Report By
 AX1266  HISTORY     - 1933     MONUMENTED       CGS
 AX1266
 AX1266                          STATION DESCRIPTION
 AX1266
 AX1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1266'4.6 MI S FROM WEST POINT.
 AX1266'ALONG THE TEXAS AND NEW ORLEANS R.R. 0.2 MILE NORTH OF LEANA AND 8
 AX1266'POLES SOUTH OF M.P. 45 AND 46 FT. EAST OF THE CENTERLINE OF THE
 AX1266'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0431 ***********************************************************************
 BL0431  DESIGNATION -  Y 1200
 BL0431  PID         -  BL0431
 BL0431  STATE/COUNTY-  TX/LIBERTY
 BL0431  USGS QUAD   -  DEVERS (1984)
 BL0431
 BL0431                         *CURRENT SURVEY CONTROL
 BL0431  ___________________________________________________________________
 BL0431* NAD 83(1986)-  30 01 17.     (N)    094 31 29.     (W)     SCALED    
 BL0431* NAVD 88     -        14.765  (meters)      48.44   (feet)  ADJUSTED  
 BL0431  ___________________________________________________________________
 BL0431  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0431  DYNAMIC HT  -          14.745 (meters)      48.38  (feet)  COMP
 BL0431  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 BL0431
 BL0431  VERT ORDER  -  FIRST     CLASS I
 BL0431
 BL0431.The horizontal coordinates were scaled from a topographic map and have
 BL0431.an estimated accuracy of +/- 6 seconds.
 BL0431
 BL0431.The orthometric height was determined by differential leveling
 BL0431.and adjusted by the National Geodetic Survey in June 1991..
 BL0431
 BL0431.The geoid height was determined by GEOID03.
 BL0431
 BL0431.The dynamic height is computed by dividing the NAVD 88
 BL0431.geopotential number by the normal gravity value computed on the
 BL0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0431.degrees latitude (g = 980.6199 gals.).
 BL0431
 BL0431.The modeled gravity was interpolated from observed gravity values.
 BL0431
 BL0431;                    North         East    Units  Estimated Accuracy
 BL0431;SPC TX C     - 3,053,950.    1,260,090.      MT  (+/- 180 meters Scaled)
 BL0431
 BL0431                          SUPERSEDED SURVEY CONTROL
 BL0431
 BL0431  NGVD 29 (12/23/87)   14.771  (m)           48.46   (f) ADJUSTED    1 1
 BL0431
 BL0431.Superseded values are not recommended for survey control.
 BL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0431.See file dsdata.txt to determine how the superseded data were derived.
 BL0431
 BL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP529221(NAD 83)
 BL0431_MARKER: DB = BENCH MARK DISK
 BL0431_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL0431+WITH SETTING: INFORMATION.
 BL0431_SP_SET: SHALLOW-SET METAL ROD
 BL0431_STAMPING: Y 1200 1972
 BL0431_MARK LOGO: NGS   
 BL0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0431+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0431
 BL0431  HISTORY     - Date     Condition        Report By
 BL0431  HISTORY     - 1972     MONUMENTED       NGS
 BL0431  HISTORY     - 1987     GOOD             NGS
 BL0431  HISTORY     - 19880312 GOOD             USPSQD
 BL0431  HISTORY     - 19950817 GOOD             USPSQD
 BL0431  HISTORY     - 20041004 GOOD             USPSQD
 BL0431
 BL0431                          STATION DESCRIPTION
 BL0431
 BL0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0431'4.1 MI E FROM DEVERS.
 BL0431'ABOUT 4.1 MILES EAST ALONG US HIGHWAY 90 FROM THE SCHOOL THENCE ABOUT
 BL0431'0.9 MILE WEST OF THE B. H. WILLIS RICE DRIER AT FELICIA, 105 FEET
 BL0431'NORTH OF THE CENTER LINE OF THE HIGHWAY, 63.8 FEET SOUTHWEST OF BENCH
 BL0431'MARK Q 650 (DESCRIBED), 42.3 FEET SOUTHWEST OF THE 7TH TELEGRAPH POLE
 BL0431'WEST OF THE SOUTHERN PACIFIC RAILROAD MILE POST NO. 304, 49 FEET SOUTH
 BL0431'OF THE SOUTH RAIL OF THE SP TRACK, 16.5 FEET EAST OF A HIGHWAY
 BL0431'RIGHT-OF-WAY MARKER POST, 2.4 FEET WEST OF POWER POLE NO. 77 AND IS IN
 BL0431'LINE WITH THE LINE OF POLES TO THE EAST, 1.1 FEET EAST OF A METAL
 BL0431'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A
 BL0431'DISK ON TOP OF A 4-FOOT LENGTH OF A 5/8-INCH COOPER COATED STEEL ROD
 BL0431'PROJECTING 0.2 FOOT AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECT
 BL0431'0.5 FOOT.
 BL0431
 BL0431                          STATION RECOVERY (1987)
 BL0431
 BL0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0431'RECOVERED IN GOOD CONDITION.
 BL0431
 BL0431                          STATION RECOVERY (1988)
 BL0431
 BL0431'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0431'RECOVERED IN GOOD CONDITION.
 BL0431
 BL0431                          STATION RECOVERY (1995)
 BL0431
 BL0431'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0431'RECOVERED IN GOOD CONDITION.
 BL0431
 BL0431                          STATION RECOVERY (2004)
 BL0431
 BL0431'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1617 ***********************************************************************
 AW1617  DESIGNATION -  Y 1201
 AW1617  PID         -  AW1617
 AW1617  STATE/COUNTY-  TX/GALVESTON
 AW1617  USGS QUAD   -  TEXAS CITY (1994)
 AW1617
 AW1617                         *CURRENT SURVEY CONTROL
 AW1617  ___________________________________________________________________
 AW1617* NAD 83(1986)-  29 28 21.     (N)    094 58 45.     (W)     SCALED    
 AW1617* NAVD 88     -         2.772  (meters)       9.09   (feet)  ADJUSTED  
 AW1617  ___________________________________________________________________
 AW1617  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW1617  DYNAMIC HT  -           2.768 (meters)       9.08  (feet)  COMP
 AW1617  MODELED GRAV-     979,272.4   (mgal)                       NAVD 88
 AW1617
 AW1617  VERT ORDER  -  FIRST     CLASS II
 AW1617
 AW1617.The horizontal coordinates were scaled from a topographic map and have
 AW1617.an estimated accuracy of +/- 6 seconds.
 AW1617
 AW1617.The orthometric height was determined by differential leveling
 AW1617.and adjusted by the National Geodetic Survey in June 1991..
 AW1617
 AW1617.The geoid height was determined by GEOID03.
 AW1617
 AW1617.The dynamic height is computed by dividing the NAVD 88
 AW1617.geopotential number by the normal gravity value computed on the
 AW1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1617.degrees latitude (g = 980.6199 gals.).
 AW1617
 AW1617.The modeled gravity was interpolated from observed gravity values.
 AW1617
 AW1617;                    North         East    Units  Estimated Accuracy
 AW1617;SPC TXSC     - 4,188,370.      989,860.      MT  (+/- 180 meters Scaled)
 AW1617
 AW1617                          SUPERSEDED SURVEY CONTROL
 AW1617
 AW1617  NGVD 29 (12/23/87)    2.769  (m)            9.08   (f) ADJUSTED    1 2
 AW1617
 AW1617.Superseded values are not recommended for survey control.
 AW1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1617.See file dsdata.txt to determine how the superseded data were derived.
 AW1617
 AW1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN080619(NAD 83)
 AW1617_MARKER: DB = BENCH MARK DISK
 AW1617_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1617_SP_SET: COPPER-CLAD STEEL ROD
 AW1617_STAMPING: Y 1201 1973
 AW1617_MARK LOGO: NGS   
 AW1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1617
 AW1617  HISTORY     - Date     Condition        Report By
 AW1617  HISTORY     - 1973     MONUMENTED       NGS
 AW1617  HISTORY     - 1978     GOOD             NGS
 AW1617  HISTORY     - 1983     GOOD             NGS
 AW1617  HISTORY     - 1987     GOOD             USPSQD
 AW1617  HISTORY     - 1987     GOOD             USPSQD
 AW1617  HISTORY     - 1987     GOOD             USPSQD
 AW1617  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1617  HISTORY     - 1987     GOOD             NGS
 AW1617  HISTORY     - 1988     GOOD             USPSQD
 AW1617  HISTORY     - 1988     GOOD             USPSQD
 AW1617  HISTORY     - 1988     GOOD             USPSQD
 AW1617  HISTORY     - 1988     GOOD             USPSQD
 AW1617  HISTORY     - 1988     GOOD             USPSQD
 AW1617  HISTORY     - 1988     GOOD             USPSQD
 AW1617  HISTORY     - 1988     GOOD             USPSQD
 AW1617  HISTORY     - 1988     GOOD             USPSQD
 AW1617  HISTORY     - 1988     GOOD             USPSQD
 AW1617  HISTORY     - 1988     GOOD             USPSQD
 AW1617  HISTORY     - 1988     GOOD             USPSQD
 AW1617  HISTORY     - 1989     GOOD             USPSQD
 AW1617  HISTORY     - 1989     GOOD             USPSQD
 AW1617  HISTORY     - 1989     GOOD             USPSQD
 AW1617  HISTORY     - 1989     GOOD             USPSQD
 AW1617  HISTORY     - 1989     GOOD             USPSQD
 AW1617  HISTORY     - 1990     GOOD             USPSQD
 AW1617  HISTORY     - 1991     GOOD             USPSQD
 AW1617  HISTORY     - 19940423 GOOD             USPSQD
 AW1617  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW1617
 AW1617                          STATION DESCRIPTION
 AW1617
 AW1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1617'5.4 MI SE FROM KEMAH.
 AW1617'ABOUT 5.4 MILES SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1617'KEMAH, 0.1 MILE NORTHWEST OF THE INTERSECTION OF FARM RD. 517, ABOUT
 AW1617'61 FEET WEST OF THE CENTER LINE OF THE WEST LANE OF THE HIGHWAY, 84
 AW1617'1/2 FEET SOUTHWEST OF THE SOUTH END OF THE CONCRETE HEADWALL OF A NEW
 AW1617'CULVERT BELOW THE SURFACE OF THE HIGHWAY, 20.4 FEET EAST OF THE EAST
 AW1617'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 3.2 FEET SOUTHWEST OF THE MOST
 AW1617'WESTERNLY POST SUPPORTING A SIGN BOARD, ABOUT 0.7 FOOT NORTH OF A
 AW1617'METAL WITNESS POST, AND 2 FEET BELOW THE LEVEL OF THE RAILS, AND IS A
 AW1617'DISK ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD PROJECTING 4 INCHES
 AW1617'ABOVE THE LEVEL OF THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE
 AW1617'WHICH PROJECTS 6 INCHES.  THE ROD WAS DRIVEN AT REFUSAL TO DEPTH OF 56
 AW1617'FEET.
 AW1617
 AW1617                          STATION RECOVERY (1978)
 AW1617
 AW1617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1617'NOTE=THE POST OFFICE HAS MOVED 0.4 MILE SOUTHEAST.
 AW1617
 AW1617                          STATION RECOVERY (1983)
 AW1617
 AW1617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1987)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1987)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1987)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1987)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 AW1617'MARK NOT FOUND.
 AW1617
 AW1617                          STATION RECOVERY (1987)
 AW1617
 AW1617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1988)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1988)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1988)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1988)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1988)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1988)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1988)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1988)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1988)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1988)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1988)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1989)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1989)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1989)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1989)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1989)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1990)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1991)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (1994)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1617'RECOVERED IN GOOD CONDITION.
 AW1617
 AW1617                          STATION RECOVERY (2004)
 AW1617
 AW1617'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1617' 
 AW1617' 
 AW1617' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0352 ***********************************************************************
 AW0352  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0352  DESIGNATION -  Y 1202
 AW0352  PID         -  AW0352
 AW0352  STATE/COUNTY-  TX/HARRIS
 AW0352  USGS QUAD   -  SETTEGAST (1995)
 AW0352
 AW0352                         *CURRENT SURVEY CONTROL
 AW0352  ___________________________________________________________________
 AW0352* NAD 83(1993)-  29 46 53.82784(N)    095 19 47.31155(W)     ADJUSTED  
 AW0352* NAVD 88     -        14.19   (meters)      46.6    (feet)  GPS OBS   
 AW0352  ___________________________________________________________________
 AW0352  X           -    -514,631.624 (meters)                     COMP
 AW0352  Y           -  -5,516,355.639 (meters)                     COMP
 AW0352  Z           -   3,149,379.744 (meters)                     COMP
 AW0352  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW0352  ELLIP HEIGHT-         -13.10  (meters)          (12/03/01) GPS OBS
 AW0352  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0352  DYNAMIC HT  -          14.17  (meters)      46.5   (feet)  COMP
 AW0352  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 AW0352
 AW0352  HORZ ORDER  -  FIRST
 AW0352  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0352  ELLP ORDER  -  FOURTH    CLASS II
 AW0352
 AW0352.The horizontal coordinates were established by GPS observations
 AW0352.and adjusted by the National Geodetic Survey in December 2001..
 AW0352
 AW0352.The orthometric height was determined by GPS observations and a
 AW0352.high-resolution geoid model using precise GPS observation and
 AW0352.processing techniques. It supersedes the leveled height previously
 AW0352.determined for this station.
 AW0352.The vertical order pertains to the first NAVD 88 superseded value.
 AW0352
 AW0352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0352
 AW0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0352
 AW0352.The ellipsoidal height was determined by GPS observations
 AW0352.and is referenced to NAD 83.
 AW0352
 AW0352.The geoid height was determined by GEOID03.
 AW0352
 AW0352.The dynamic height is computed by dividing the NAVD 88
 AW0352.geopotential number by the normal gravity value computed on the
 AW0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0352.degrees latitude (g = 980.6199 gals.).
 AW0352
 AW0352.The modeled gravity was interpolated from observed gravity values.
 AW0352
 AW0352;                    North         East     Units Scale Factor Converg.
 AW0352;SPC TXSC     - 4,221,491.175   954,799.845   MT  0.99989353   +1 47 53.1
 AW0352;SPC TXSC     -13,850,008.96  3,132,539.16   sFT  0.99989353   +1 47 53.1
 AW0352;UTM  15      - 3,296,862.604   274,773.309   MT  1.00022592   -1 09 27.7
 AW0352
 AW0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0352!SPC TXSC     -   1.00000206  x   0.99989353  =   0.99989559
 AW0352!UTM  15      -   1.00000206  x   1.00022592  =   1.00022798
 AW0352
 AW0352                          SUPERSEDED SURVEY CONTROL
 AW0352
 AW0352  ELLIP H (10/25/00)  -13.13   (m)                       GP(       ) 4 1
 AW0352  NAD 83(1993)-  29 46 53.82756(N)    095 19 47.31098(W) AD(       ) 1
 AW0352  ELLIP H (10/17/96)  -13.00   (m)                       GP(       ) 3 1
 AW0352  NAVD 88 (06/15/91)   14.245  (m)           46.74   (f) ADJUSTED    1 1
 AW0352  NGVD 29 (12/23/87)   14.242  (m)           46.73   (f) ADJUSTED    1 1
 AW0352
 AW0352.Superseded values are not recommended for survey control.
 AW0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0352.See file dsdata.txt to determine how the superseded data were derived.
 AW0352
 AW0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7477396863(NAD 83)
 AW0352_MARKER: DB = BENCH MARK DISK
 AW0352_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0352_SP_SET: SHALLOW-SET METAL ROD
 AW0352_STAMPING: Y 1202 1972
 AW0352_MARK LOGO: NGS   
 AW0352_PROJECTION: FLUSH
 AW0352_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0352+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1995
 AW0352_ROD/PIPE-DEPTH: 1.2  meters
 AW0352
 AW0352  HISTORY     - Date     Condition        Report By
 AW0352  HISTORY     - 1972     MONUMENTED       NGS
 AW0352  HISTORY     - 1978     GOOD             NGS
 AW0352  HISTORY     - 1983     GOOD             NGS
 AW0352  HISTORY     - 1986     GOOD             NGS
 AW0352  HISTORY     - 19950210 GOOD             HGCSD
 AW0352  HISTORY     - 19960921 GOOD             USPSQD
 AW0352
 AW0352                          STATION DESCRIPTION
 AW0352
 AW0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0352'2.75 MI NE FROM HOUSTON.
 AW0352'ABOUT 2.75 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0352'SOUTHERN PACIFIC RAILROAD STATION, ABOUT 0.05 MILE WEST OF THE WEST
 AW0352'CORNER OF OUR MOTHER OF MERCY CATHOLIC SCHOOL, 47.6 FEET SOUTHWEST OF
 AW0352'THE EXTENDED CENTER LINE OF RENSON ST., 11.8 FEET SOUTHEAST OF THE
 AW0352'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 8.5 FEET NORTHWEST OF THE
 AW0352'NORTHWEST RAIL OF A SPUR TRACK LEADING SOUTH, 2.3 FEET NORTH OF A
 AW0352'TELEPHONE POLE, 1/2-FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 2
 AW0352'FEET BELOW THE LEVEL OF THE RAIL, AND SET ON TOP OF A 4-FOOT LENGTH OF
 AW0352'A 5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH METAL
 AW0352'PIPE PROJECTING 0.3 FOOT.
 AW0352
 AW0352                          STATION RECOVERY (1978)
 AW0352
 AW0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0352'RECOVERED IN GOOD CONDITION.
 AW0352
 AW0352                          STATION RECOVERY (1983)
 AW0352
 AW0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0352'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0352'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0352'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0352'SOUTHERN PACIFIC RAILROAD, THENCE 3.6 KM (2.25 MI) NORTHEAST ALONG THE
 AW0352'RAILROAD, AT A SPUR TRACK AND THE EXTENDED CENTERLINE OF BENSON STREET
 AW0352'LEADING SOUTH, 14.48 METERS (47.5 FT) SOUTHWEST OF THE EXTENDED
 AW0352'CENTERLINE OF BENSON STREET, 3.60 METERS (11.8 FT) SOUTHEAST OF THE
 AW0352'SOUTHEAST RAIL OF THE SOUTHEAST TRACKS, 2.59 METERS (8.5 FT) NORTHWEST
 AW0352'OF THE NORTHWEST RAIL OF A SPUR TRACK LEADING SOUTH, AND 0.61 METERS
 AW0352'(2.0 FT) WEST-SOUTHWEST OF A TELEPHONE POLE.
 AW0352'THE MARK IS 0.15 METERS  SE FROM A WITNESS POST.
 AW0352'THE MARK IS 0.3 M BELOW SPUR TRACK.
 AW0352
 AW0352                          STATION RECOVERY (1986)
 AW0352
 AW0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0352'RECOVERED IN GOOD CONDITION.
 AW0352
 AW0352                          STATION RECOVERY (1995)
 AW0352
 AW0352'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0352'RECOVERED AS DESCRIBED.
 AW0352
 AW0352                          STATION RECOVERY (1996)
 AW0352
 AW0352'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0003 ***********************************************************************
 AX0003  DESIGNATION -  Y 1203
 AX0003  PID         -  AX0003
 AX0003  STATE/COUNTY-  TX/WALLER
 AX0003  USGS QUAD   -  SAN FELIPE (1980)
 AX0003
 AX0003                         *CURRENT SURVEY CONTROL
 AX0003  ___________________________________________________________________
 AX0003* NAD 83(1986)-  29 46 34.     (N)    096 00 59.     (W)     SCALED    
 AX0003* NAVD 88     -        36.39   (+/-2cm)     119.4    (feet)  VERTCON   
 AX0003  ___________________________________________________________________
 AX0003  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0003  OBS GRAVITY -     979,269.5   (mgal)                       GRAV_OBS
 AX0003
 AX0003  VERT ORDER  -  THIRD (See Below)
 AX0003
 AX0003.The horizontal coordinates were scaled from a topographic map and have
 AX0003.an estimated accuracy of +/- 6 seconds.
 AX0003
 AX0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0003.The vertical order pertains to the NGVD 29 superseded value.
 AX0003
 AX0003.The geoid height was determined by GEOID03.
 AX0003.The observed gravity was obtained from relative gravimeter ties
 AX0003.to the IGSN71 gravity network.
 AX0003
 AX0003;                    North         East    Units  Estimated Accuracy
 AX0003;SPC TXSC     - 4,218,990.      888,460.      MT  (+/- 180 meters Scaled)
 AX0003
 AX0003                          SUPERSEDED SURVEY CONTROL
 AX0003
 AX0003  NGVD 29 (??/??/??)   36.37   (m)          119.3    (f) RESET       3  
 AX0003
 AX0003.Superseded values are not recommended for survey control.
 AX0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0003.See file dsdata.txt to determine how the superseded data were derived.
 AX0003
 AX0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT884977(NAD 83)
 AX0003_MARKER: DB = BENCH MARK DISK
 AX0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0003_SP_SET: BRIDGE
 AX0003_STAMPING: Y 1203 1973
 AX0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0003
 AX0003  HISTORY     - Date     Condition        Report By
 AX0003  HISTORY     - 1973     MONUMENTED       NGS
 AX0003  HISTORY     - 1976     GOOD             NGS
 AX0003  HISTORY     - 1978     GOOD             NGS
 AX0003  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0003  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0003  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 AX0003
 AX0003                          STATION DESCRIPTION
 AX0003
 AX0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0003'3.85 MI W FROM BROOKSHIRE.
 AX0003'ABOUT 3.85 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0003'THE STATION AT BROOKSHIRE, ABOUT 18 FEET SOUTH OF THE CENTER LINE OF
 AX0003'OLD U. S. HIGHWAY 90, 91 FEET SOUTH OF THE SOUTH RAIL FROM THE WEST
 AX0003'END OF THE RAILROAD BRIDGE 1043.9, SET IN THE TOP OF THE WEST END OF
 AX0003'THE SOUTH HEADWALL, AND ABOUT 0.6 FOOT BELOW THE LEVEL OF HIGHWAY 90
 AX0003'AND 6 FEET BELOW THE LEVEL OF THE TRACKS.
 AX0003
 AX0003                          STATION RECOVERY (1976)
 AX0003
 AX0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0003'RECOVERED IN GOOD CONDITION.
 AX0003
 AX0003                          STATION RECOVERY (1978)
 AX0003
 AX0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0003'RECOVERED IN GOOD CONDITION.
 AX0003
 AX0003                          STATION RECOVERY (1987)
 AX0003
 AX0003'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX0003'MARK NOT FOUND.
 AX0003
 AX0003                          STATION RECOVERY (1987)
 AX0003
 AX0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0003'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THE MARK HAS BEEN DESTROYED.
 AX0003
 AX0003                          STATION RECOVERY (1999)
 AX0003
 AX0003'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1545 ***********************************************************************
 AW1545  DESIGNATION -  Y 1204
 AW1545  PID         -  AW1545
 AW1545  STATE/COUNTY-  TX/HARRIS
 AW1545  USGS QUAD   -  LA PORTE (1982)
 AW1545
 AW1545                         *CURRENT SURVEY CONTROL
 AW1545  ___________________________________________________________________
 AW1545* NAD 83(1986)-  29 42 07.     (N)    095 01 17.     (W)     SCALED    
 AW1545* NAVD 88     -        -2.263  (meters)      -7.42   (feet)  ADJUSTED  
 AW1545  ___________________________________________________________________
 AW1545  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1545  DYNAMIC HT  -          -2.260 (meters)      -7.41  (feet)  COMP
 AW1545  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 AW1545
 AW1545  VERT ORDER  -  FIRST     CLASS I
 AW1545
 AW1545.The horizontal coordinates were scaled from a topographic map and have
 AW1545.an estimated accuracy of +/- 6 seconds.
 AW1545
 AW1545.The orthometric height was determined by differential leveling
 AW1545.and adjusted by the National Geodetic Survey in June 1991..
 AW1545
 AW1545.The geoid height was determined by GEOID03.
 AW1545
 AW1545.The dynamic height is computed by dividing the NAVD 88
 AW1545.geopotential number by the normal gravity value computed on the
 AW1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1545.degrees latitude (g = 980.6199 gals.).
 AW1545
 AW1545.The modeled gravity was interpolated from observed gravity values.
 AW1545
 AW1545;                    North         East    Units  Estimated Accuracy
 AW1545;SPC TXSC     - 4,213,640.      984,900.      MT  (+/- 180 meters Scaled)
 AW1545
 AW1545                          SUPERSEDED SURVEY CONTROL
 AW1545
 AW1545  NGVD 29 (12/23/87)   -2.266  (m)           -7.43   (f) ADJUSTED    1 1
 AW1545
 AW1545.Superseded values are not recommended for survey control.
 AW1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1545.See file dsdata.txt to determine how the superseded data were derived.
 AW1545
 AW1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN044874(NAD 83)
 AW1545_MARKER: DB = BENCH MARK DISK
 AW1545_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1545_SP_SET: WALL OF TUNNEL ARCHWAY
 AW1545_STAMPING: Y 1204 1973
 AW1545_MARK LOGO: NGS   
 AW1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1545+STABILITY: SURFACE MOTION
 AW1545
 AW1545  HISTORY     - Date     Condition        Report By
 AW1545  HISTORY     - 1973     MONUMENTED       NGS
 AW1545  HISTORY     - 1976     GOOD             NGS
 AW1545  HISTORY     - 1976     GOOD             NGS
 AW1545  HISTORY     - 1978     GOOD             NGS
 AW1545  HISTORY     - 1983     GOOD             NGS
 AW1545  HISTORY     - 1987     GOOD             USPSQD
 AW1545  HISTORY     - 1987     GOOD             NGS
 AW1545  HISTORY     - 1989     GOOD             USPSQD
 AW1545  HISTORY     - 19980114 GOOD             USPSQD
 AW1545  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1545
 AW1545                          STATION DESCRIPTION
 AW1545
 AW1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1545'IN BAYTOWN-LA PORTE TUNNEL.
 AW1545'AT THE SOUTHWEST PORTAL AND ARCHWAY TO THE BAYTOWN-LA PORTE TUNNEL
 AW1545'(STATE HWY. 146), ABOUT 15 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW1545'HWY., SET VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHWEST CONCRETE
 AW1545'WALL OF THE ARCHWAY, ABOUT 3.9 FEET ABOVE THE LEVEL OF THE CURBING.
 AW1545
 AW1545                          STATION RECOVERY (1976)
 AW1545
 AW1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1545'RECOVERED IN GOOD CONDITION.
 AW1545
 AW1545                          STATION RECOVERY (1976)
 AW1545
 AW1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1545'RECOVERED IN GOOD CONDITION.
 AW1545
 AW1545                          STATION RECOVERY (1978)
 AW1545
 AW1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1545'RECOVERED IN GOOD CONDITION.
 AW1545
 AW1545                          STATION RECOVERY (1983)
 AW1545
 AW1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1545'RECOVERED IN GOOD CONDITION.
 AW1545
 AW1545                          STATION RECOVERY (1987)
 AW1545
 AW1545'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1545'RECOVERED IN GOOD CONDITION.
 AW1545
 AW1545                          STATION RECOVERY (1987)
 AW1545
 AW1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1545'RECOVERED IN GOOD CONDITION.
 AW1545
 AW1545                          STATION RECOVERY (1989)
 AW1545
 AW1545'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1545'RECOVERED IN GOOD CONDITION.
 AW1545
 AW1545                          STATION RECOVERY (1998)
 AW1545
 AW1545'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1545'RECOVERED IN GOOD CONDITION.
 AW1545
 AW1545                          STATION RECOVERY (2001)
 AW1545
 AW1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1545'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1509 ***********************************************************************
 AW1509  DESIGNATION -  Y 1205
 AW1509  PID         -  AW1509
 AW1509  STATE/COUNTY-  TX/CHAMBERS
 AW1509  USGS QUAD   -  MORGANS POINT (1993)
 AW1509
 AW1509                         *CURRENT SURVEY CONTROL
 AW1509  ___________________________________________________________________
 AW1509* NAD 83(1986)-  29 40 16.     (N)    094 54 54.     (W)     SCALED    
 AW1509* NAVD 88     -         6.23   (+/-2cm)      20.4    (feet)  VERTCON   
 AW1509  ___________________________________________________________________
 AW1509  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1509  OBS GRAVITY -     979,280.7   (mgal)                       GRAV_OBS
 AW1509
 AW1509  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1509
 AW1509.The horizontal coordinates were scaled from a topographic map and have
 AW1509.an estimated accuracy of +/- 6 seconds.
 AW1509
 AW1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1509.The vertical order pertains to the NGVD 29 superseded value.
 AW1509
 AW1509.The geoid height was determined by GEOID03.
 AW1509.The observed gravity was obtained from relative gravimeter ties
 AW1509.to the IGSN71 gravity network.
 AW1509
 AW1509;                    North         East    Units  Estimated Accuracy
 AW1509;SPC TXSC     - 4,210,580.      995,310.      MT  (+/- 180 meters Scaled)
 AW1509
 AW1509                          SUPERSEDED SURVEY CONTROL
 AW1509
 AW1509  NGVD 29 (??/??/92)    6.231  (m)           20.44   (f) ADJ UNCH    1 2
 AW1509
 AW1509.Superseded values are not recommended for survey control.
 AW1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1509.See file dsdata.txt to determine how the superseded data were derived.
 AW1509
 AW1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN146838(NAD 83)
 AW1509_MARKER: DB = BENCH MARK DISK
 AW1509_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW1509+WITH SETTING: INTO GROUND
 AW1509_STAMPING: Y 1205 1973
 AW1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1509+STABILITY: SURFACE MOTION
 AW1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1509+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW1509
 AW1509  HISTORY     - Date     Condition        Report By
 AW1509  HISTORY     - 1973     MONUMENTED       NGS
 AW1509  HISTORY     - 1978     GOOD             NGS
 AW1509  HISTORY     - 1989     GOOD             USPSQD
 AW1509  HISTORY     - 19961014 GOOD             USPSQD
 AW1509  HISTORY     - 20010331 GOOD             NGS
 AW1509  HISTORY     - 20040204 GOOD             USPSQD
 AW1509  HISTORY     - 20050206 GOOD             USPSQD
 AW1509
 AW1509                          STATION DESCRIPTION
 AW1509
 AW1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1509'6.0 MI SE FROM BAYTOWN.
 AW1509'ABOUT 1 BLOCK SOUTH ALONG N. GAILLARD ST. FROM POST OFFICE AT BAYTOWN,
 AW1509'THENCE 1.05 MILES EAST ALONG EAST TEXAS AVE., THENCE 4.95 MILES
 AW1509'SOUTHEAST ALONG TRI-CITY BEACH RD., ABOUT 160 FEET NORTHEAST OF THE
 AW1509'CENTER LINE OF FARM ROAD 2354, 60 FEET SOUTHEAST OF THE CENTER LINE OF
 AW1509'FARM ROAD 1405, AT THE NORTHEAST END OF AN OFF-SET IN THE FENCE LINE,
 AW1509'4.8 FEET NORTHEAST OF A CORNER POST, 2 FEET NORTHEAST OF A CONCRETE
 AW1509'R.O.W. MARKER POST, 1 1/2 FEET NORTHWEST OF A FENCE, 1 FOOT SOUTH OF A
 AW1509'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK SET ON
 AW1509'TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD FLUSH WITH
 AW1509'THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 1 INCH.
 AW1509'A BASE PLATE IS ATTACHED TO ROD.
 AW1509
 AW1509                          STATION RECOVERY (1978)
 AW1509
 AW1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1509'RECOVERED IN GOOD CONDITION.
 AW1509
 AW1509                          STATION RECOVERY (1989)
 AW1509
 AW1509'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1509'RECOVERED IN GOOD CONDITION.
 AW1509
 AW1509                          STATION RECOVERY (1996)
 AW1509
 AW1509'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1509'RECOVERED IN GOOD CONDITION.
 AW1509
 AW1509                          STATION RECOVERY (2001)
 AW1509
 AW1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1509'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1509
 AW1509                          STATION RECOVERY (2004)
 AW1509
 AW1509'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1509'RECOVERED IN GOOD CONDITION.
 AW1509
 AW1509                          STATION RECOVERY (2005)
 AW1509
 AW1509'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0008 ***********************************************************************
 AM0008  DESIGNATION -  Y 1206
 AM0008  PID         -  AM0008
 AM0008  STATE/COUNTY-  TX/BRAZORIA
 AM0008  USGS QUAD   -  JONES CREEK (1974)
 AM0008
 AM0008                         *CURRENT SURVEY CONTROL
 AM0008  ___________________________________________________________________
 AM0008* NAD 83(1986)-  28 59 35.     (N)    095 22 58.     (W)     SCALED    
 AM0008* NAVD 88     -         6.68   (+/-2cm)      21.9    (feet)  VERTCON   
 AM0008  ___________________________________________________________________
 AM0008  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AM0008
 AM0008  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0008
 AM0008.The horizontal coordinates were scaled from a topographic map and have
 AM0008.an estimated accuracy of +/- 6 seconds.
 AM0008
 AM0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0008.The vertical order pertains to the NGVD 29 superseded value.
 AM0008
 AM0008.The geoid height was determined by GEOID03.
 AM0008
 AM0008;                    North         East    Units  Estimated Accuracy
 AM0008;SPC TXSC     - 4,133,980.      952,380.      MT  (+/- 180 meters Scaled)
 AM0008
 AM0008                          SUPERSEDED SURVEY CONTROL
 AM0008
 AM0008  NGVD 29 (??/??/92)    6.702  (m)           21.99   (f) ADJ UNCH    1 1
 AM0008
 AM0008.Superseded values are not recommended for survey control.
 AM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0008.See file dsdata.txt to determine how the superseded data were derived.
 AM0008
 AM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN678095(NAD 83)
 AM0008_MARKER: DB = BENCH MARK DISK
 AM0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0008_SP_SET: GUARDRAIL
 AM0008_STAMPING: Y 1206 1973
 AM0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0008
 AM0008  HISTORY     - Date     Condition        Report By
 AM0008  HISTORY     - 1973     MONUMENTED       NGS
 AM0008  HISTORY     - 1978     GOOD             NGS
 AM0008  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0008  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0008
 AM0008                          STATION DESCRIPTION
 AM0008
 AM0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0008'1.95 MI S FROM CLUTE.
 AM0008'1.95 MILES SOUTH ALONG STATE HIGHWAY 288 FROM THE CROSSING OF THE
 AM0008'MISSOURI PACIFIC RAILROAD AT CLUTE, 1.8 MILES NORTH OF FREEPORT, 0.05
 AM0008'MILE NORTHWEST OF BENCH MARK B-1-F (DOW), IN THE TOP AND 1.4 FEET
 AM0008'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE GUARDRAIL OF
 AM0008'THE SOUTHWEST LANES HIGHWAY BRIDGE OVER DOW BARGE CANAL, 28 1/2 FEET
 AM0008'SOUTHWEST OF THE SOUTHWEST LANES OF THE HIGHWAY, AND ABOUT 2 1/2 FEET
 AM0008'HIGHER THAN THE HIGHWAY.
 AM0008
 AM0008                          STATION RECOVERY (1978)
 AM0008
 AM0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0008'RECOVERED IN GOOD CONDITION.
 AM0008
 AM0008                          STATION RECOVERY (1994)
 AM0008
 AM0008'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0008'MARK NOT FOUND.
 AM0008
 AM0008                          STATION RECOVERY (2004)
 AM0008
 AM0008'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0533 ***********************************************************************
 AW0533  DESIGNATION -  Y 1207
 AW0533  PID         -  AW0533
 AW0533  STATE/COUNTY-  TX/BRAZORIA
 AW0533  USGS QUAD   -  ANGLETON (1974)
 AW0533
 AW0533                         *CURRENT SURVEY CONTROL
 AW0533  ___________________________________________________________________
 AW0533* NAD 83(1986)-  29 09 29.     (N)    095 25 56.     (W)     SCALED    
 AW0533* NAVD 88     -         8.08   (+/-2cm)      26.5    (feet)  VERTCON   
 AW0533  ___________________________________________________________________
 AW0533  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW0533
 AW0533  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0533
 AW0533.The horizontal coordinates were scaled from a topographic map and have
 AW0533.an estimated accuracy of +/- 6 seconds.
 AW0533
 AW0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0533.The vertical order pertains to the NGVD 29 superseded value.
 AW0533
 AW0533.The geoid height was determined by GEOID03.
 AW0533
 AW0533;                    North         East    Units  Estimated Accuracy
 AW0533;SPC TXSC     - 4,152,110.      947,010.      MT  (+/- 180 meters Scaled)
 AW0533
 AW0533                          SUPERSEDED SURVEY CONTROL
 AW0533
 AW0533  NGVD 29 (??/??/92)    8.089  (m)           26.54   (f) ADJ UNCH    1 1
 AW0533
 AW0533.Superseded values are not recommended for survey control.
 AW0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0533.See file dsdata.txt to determine how the superseded data were derived.
 AW0533
 AW0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN634279(NAD 83)
 AW0533_MARKER: DB = BENCH MARK DISK
 AW0533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0533_SP_SET: 64 FEET
 AW0533_STAMPING: Y 1207 1972
 AW0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0533+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW0533
 AW0533  HISTORY     - Date     Condition        Report By
 AW0533  HISTORY     - 1972     MONUMENTED       NGS
 AW0533  HISTORY     - 1973     GOOD             NGS
 AW0533  HISTORY     - 1978     GOOD             NGS
 AW0533  HISTORY     - 1987     GOOD             USPSQD
 AW0533  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW0533  HISTORY     - 20041118 GOOD             USPSQD
 AW0533
 AW0533                          STATION DESCRIPTION
 AW0533
 AW0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0533'IN ANGLETON.
 AW0533'AT THE MISSOURI PACIFIC RAILROAD STATION AT ANGLETON, 109.8 FEET SOUTH
 AW0533'OF THE SOUTH RAIL OF THE MAIN TRACK, 125.8 FEET SOUTHEAST OF THE
 AW0533'SOUTHEAST CORNER OF THE STATION, 21.4 FEET EAST OF THE CENTER LINE OF
 AW0533'A STREET, 5.3 FEET NORTHEAST OF A RAILROAD SIGNAL POLE, 3.1 FEET NORTH
 AW0533'OF POWER POLE F 2223, 1.3 FEET SOUTH OF A WITNESS POST, A DISK ON THE
 AW0533'TOP OF A 5/8-INCH COPPER COATED ROD, THE UPPER PORTION PROTECTED BY A
 AW0533'PIPE THAT IS PROJECTING 0.2 FOOT ABOVE THE GROUND, AND IS ABOUT 0.6
 AW0533'FOOT LOWER THAN THE ROAD, DRIVEN TO A DEPTH OF 64 FEET.
 AW0533
 AW0533                          STATION RECOVERY (1978)
 AW0533
 AW0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0533'RECOVEED AS DESCRIBED.
 AW0533
 AW0533                          STATION RECOVERY (1987)
 AW0533
 AW0533'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW0533'RECOVERED IN GOOD CONDITION.
 AW0533
 AW0533                          STATION RECOVERY (1997)
 AW0533
 AW0533'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0533'MARK NOT FOUND.
 AW0533
 AW0533                          STATION RECOVERY (2004)
 AW0533
 AW0533'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2138 ***********************************************************************
 AW2138  DESIGNATION -  Y 1208
 AW2138  PID         -  AW2138
 AW2138  STATE/COUNTY-  TX/FORT BEND
 AW2138  USGS QUAD   -  CLODINE (1995)
 AW2138
 AW2138                         *CURRENT SURVEY CONTROL
 AW2138  ___________________________________________________________________
 AW2138* NAD 83(1986)-  29 40 18.     (N)    095 37 37.     (W)     SCALED    
 AW2138* NAVD 88     -        25.933  (meters)      85.08   (feet)  ADJUSTED  
 AW2138  ___________________________________________________________________
 AW2138  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2138  DYNAMIC HT  -          25.898 (meters)      84.97  (feet)  COMP
 AW2138  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 AW2138  OBS GRAVITY -     979,272.8   (mgal)                       GRAV_OBS
 AW2138
 AW2138  VERT ORDER  -  FIRST     CLASS II
 AW2138
 AW2138.The horizontal coordinates were scaled from a topographic map and have
 AW2138.an estimated accuracy of +/- 6 seconds.
 AW2138
 AW2138.The orthometric height was determined by differential leveling
 AW2138.and adjusted by the National Geodetic Survey in June 1991..
 AW2138
 AW2138.The geoid height was determined by GEOID03.
 AW2138
 AW2138.The dynamic height is computed by dividing the NAVD 88
 AW2138.geopotential number by the normal gravity value computed on the
 AW2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2138.degrees latitude (g = 980.6199 gals.).
 AW2138
 AW2138.The modeled gravity was interpolated from observed gravity values.
 AW2138.The observed gravity was obtained from relative gravimeter ties
 AW2138.to the IGSN71 gravity network.
 AW2138
 AW2138;                    North         East    Units  Estimated Accuracy
 AW2138;SPC TXSC     - 4,208,450.      926,440.      MT  (+/- 180 meters Scaled)
 AW2138
 AW2138                          SUPERSEDED SURVEY CONTROL
 AW2138
 AW2138  NGVD 29 (12/23/87)   25.928  (m)           85.07   (f) ADJUSTED    1 2
 AW2138
 AW2138.Superseded values are not recommended for survey control.
 AW2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2138.See file dsdata.txt to determine how the superseded data were derived.
 AW2138
 AW2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN457852(NAD 83)
 AW2138_MARKER: DB = BENCH MARK DISK
 AW2138_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW2138+WITH SETTING: INTO GROUND
 AW2138_SP_SET: METAL ROD WITH BASE PLATE
 AW2138_STAMPING: Y 1208 1973
 AW2138_MARK LOGO: NGS   
 AW2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2138+STABILITY: SURFACE MOTION
 AW2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2138+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 AW2138
 AW2138  HISTORY     - Date     Condition        Report By
 AW2138  HISTORY     - 1973     MONUMENTED       NGS
 AW2138  HISTORY     - 1978     GOOD             NGS
 AW2138  HISTORY     - 1986     GOOD             NGS
 AW2138  HISTORY     - 1989     GOOD             USPSQD
 AW2138  HISTORY     - 1989     GOOD             USPSQD
 AW2138  HISTORY     - 19910316 GOOD             USPSQD
 AW2138  HISTORY     - 19940625 GOOD             USPSQD
 AW2138  HISTORY     - 19981121 GOOD             USPSQD
 AW2138  HISTORY     - 20040713 GOOD             USPSQD
 AW2138
 AW2138                          STATION DESCRIPTION
 AW2138
 AW2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2138'3.8 MI N FROM SUGAR LAND.
 AW2138'2.7 MILES NORTH ALONG FARM ROAD 1876 (ELDRIDGE ROAD) FROM THE JUNCTION
 AW2138'OF U.S. HIGHWAY 90 ALT. AT SUGAR LAND, THENCE 0.9 MILE WEST AND NORTH
 AW2138'ALONG BELKNAP ROAD, 0.2 MILE WEST ALONG OLD RICHMOND ROAD, 0.45 MILE
 AW2138'EAST OF THE JUNCTION OF HOWELL ROAD NORTH, 0.05 MILE WEST OF THE
 AW2138'JUNCTION OF A DRIVEWAY NORTH WHICH HAS BRICK PILLARS AT THE GATE, 0.05
 AW2138'MILE EAST OF THE JUNCTION OF A DRIVEWAY NORTH TO A HOUSE AT 13830 OLD
 AW2138'RICHMOND ROAD, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 104 1/2
 AW2138'FEET WEST OF THE SECOND POWER POLE EAST OF A POLE BEARING A
 AW2138'TRANSFORMER , 1 1/2 FEET SOUTHWEST OF A FENCE CORNER POST, 0.7 FOOT
 AW2138'EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, A DISK ON
 AW2138'THE TOP OF A 5/8-INCH COPPER COATED ROD 4-FOOT DEEP WITH A BASE PLATE
 AW2138'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN IRON PIPE
 AW2138'FLUSH WITH THE GROUND.
 AW2138
 AW2138                          STATION RECOVERY (1978)
 AW2138
 AW2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2138'ADD=12 FEET EAST OF THE EXTENDED CENTERLINE OF TOWNE BROOK LANE, AND
 AW2138'9 FEET NORTH OF A POWER POLE.
 AW2138
 AW2138                          STATION RECOVERY (1986)
 AW2138
 AW2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2138'RECOVERED IN GOOD CONDITION.
 AW2138
 AW2138                          STATION RECOVERY (1989)
 AW2138
 AW2138'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2138'RECOVERED IN GOOD CONDITION.
 AW2138
 AW2138                          STATION RECOVERY (1989)
 AW2138
 AW2138'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2138'RECOVERED IN GOOD CONDITION.
 AW2138
 AW2138                          STATION RECOVERY (1991)
 AW2138
 AW2138'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2138'RECOVERED IN GOOD CONDITION.
 AW2138
 AW2138                          STATION RECOVERY (1994)
 AW2138
 AW2138'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2138'RECOVERED IN GOOD CONDITION.
 AW2138
 AW2138                          STATION RECOVERY (1998)
 AW2138
 AW2138'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2138'RECOVERED IN GOOD CONDITION.
 AW2138
 AW2138                          STATION RECOVERY (2004)
 AW2138
 AW2138'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2138'GO TO N29 40 18.7 W095 37 36.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0072 ***********************************************************************
 AW0072  DESIGNATION -  Y 1209
 AW0072  PID         -  AW0072
 AW0072  STATE/COUNTY-  TX/BRAZORIA
 AW0072  USGS QUAD   -  OYSTER CREEK (1974)
 AW0072
 AW0072                         *CURRENT SURVEY CONTROL
 AW0072  ___________________________________________________________________
 AW0072* NAD 83(1986)-  29 06 42.     (N)    095 15 45.     (W)     SCALED    
 AW0072* NAVD 88     -         1.43   (+/-2cm)       4.7    (feet)  VERTCON   
 AW0072  ___________________________________________________________________
 AW0072  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0072
 AW0072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0072
 AW0072.The horizontal coordinates were scaled from a topographic map and have
 AW0072.an estimated accuracy of +/- 6 seconds.
 AW0072
 AW0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0072.The vertical order pertains to the NGVD 29 superseded value.
 AW0072
 AW0072.The geoid height was determined by GEOID03.
 AW0072
 AW0072;                    North         East    Units  Estimated Accuracy
 AW0072;SPC TXSC     - 4,147,490.      963,680.      MT  (+/- 180 meters Scaled)
 AW0072
 AW0072                          SUPERSEDED SURVEY CONTROL
 AW0072
 AW0072  NGVD 29 (??/??/92)    1.432  (m)            4.70   (f) ADJ UNCH    2 0
 AW0072
 AW0072.Superseded values are not recommended for survey control.
 AW0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0072.See file dsdata.txt to determine how the superseded data were derived.
 AW0072
 AW0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN798224(NAD 83)
 AW0072_MARKER: DB = BENCH MARK DISK
 AW0072_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0072+WITH SETTING: INTO GROUND
 AW0072_STAMPING: Y 1209 1973
 AW0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0072+STABILITY: SURFACE MOTION
 AW0072
 AW0072  HISTORY     - Date     Condition        Report By
 AW0072  HISTORY     - 1973     MONUMENTED       NGS
 AW0072  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0072
 AW0072                          STATION DESCRIPTION
 AW0072
 AW0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0072'31.25 MI NE FROM FREEPORT.
 AW0072'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0072'BOULEVARD AT FREEPORT, THENCE 6.45 MILES NORTHEAST ALONG COUNTY ROAD
 AW0072'227, 0.35 MILE SOUTHWEST OF A WOODEN BRIDGE, 33 FEET NORTHWEST OF THE
 AW0072'CENTER LINE OF THE ROAD, 1.2 FEET SOUTHEAST OF A FENCE, 1.5 FEET
 AW0072'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 AW0072'TOP OF A 4-FOOT LONG COPPER COATED ROD WITH A BASE PLATE ATTACHED. THE
 AW0072'UPPER PORTION OF THE ROD IS ENCASED IN AN IRON PIPE PROJECTING 0.3
 AW0072'FOOT ABOVE THE GROUND.
 AW0072
 AW0072                          STATION RECOVERY (1978)
 AW0072
 AW0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0072'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2296 ***********************************************************************
 AW2296  DESIGNATION -  Y 1210
 AW2296  PID         -  AW2296
 AW2296  STATE/COUNTY-  TX/HARRIS
 AW2296  USGS QUAD   -  BELLAIRE (1995)
 AW2296
 AW2296                         *CURRENT SURVEY CONTROL
 AW2296  ___________________________________________________________________
 AW2296* NAD 83(1986)-  29 39 18.     (N)    095 27 50.     (W)     SCALED    
 AW2296* NAVD 88     -        17.543  (meters)      57.56   (feet)  ADJUSTED  
 AW2296  ___________________________________________________________________
 AW2296  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2296  DYNAMIC HT  -          17.519 (meters)      57.48  (feet)  COMP
 AW2296  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 AW2296
 AW2296  VERT ORDER  -  FIRST     CLASS II
 AW2296
 AW2296.The horizontal coordinates were scaled from a topographic map and have
 AW2296.an estimated accuracy of +/- 6 seconds.
 AW2296
 AW2296.The orthometric height was determined by differential leveling
 AW2296.and adjusted by the National Geodetic Survey in June 1991..
 AW2296
 AW2296.The geoid height was determined by GEOID03.
 AW2296
 AW2296.The dynamic height is computed by dividing the NAVD 88
 AW2296.geopotential number by the normal gravity value computed on the
 AW2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2296.degrees latitude (g = 980.6199 gals.).
 AW2296
 AW2296.The modeled gravity was interpolated from observed gravity values.
 AW2296
 AW2296;                    North         East    Units  Estimated Accuracy
 AW2296;SPC TXSC     - 4,207,060.      942,270.      MT  (+/- 180 meters Scaled)
 AW2296
 AW2296                          SUPERSEDED SURVEY CONTROL
 AW2296
 AW2296  NGVD 29 (12/23/87)   17.539  (m)           57.54   (f) ADJUSTED    1 2
 AW2296
 AW2296.Superseded values are not recommended for survey control.
 AW2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2296.See file dsdata.txt to determine how the superseded data were derived.
 AW2296
 AW2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN615830(NAD 83)
 AW2296_MARKER: DB = BENCH MARK DISK
 AW2296_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2296_SP_SET: COPPER-CLAD STEEL ROD
 AW2296_STAMPING: Y 1210 1973
 AW2296_MARK LOGO: NGS   
 AW2296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2296
 AW2296  HISTORY     - Date     Condition        Report By
 AW2296  HISTORY     - 1973     MONUMENTED       NGS
 AW2296  HISTORY     - 1978     GOOD             NGS
 AW2296  HISTORY     - 1985     GOOD             USPSQD
 AW2296  HISTORY     - 1986     GOOD             NGS
 AW2296  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2296  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2296  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2296  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW2296
 AW2296                          STATION DESCRIPTION
 AW2296
 AW2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2296'4.1 MI SE FROM BELLAIRE.
 AW2296'0.5 MILE EAST ALONG BELLAIRE BOULEVARD FROM THE JUNCTION OF RICE
 AW2296'AVENUE AT BELLAIRE, THENCE 1.9 MILES SOUTH ALONG THE WEST FRONTAGE
 AW2296'ROAD OF WEST LOOP INTERSTATE HIGHWAY 610, THENCE 1.7 MILES SOUTH ALONG
 AW2296'SOUTH POST OAK ROAD, 0.25 MILE NORTH OF THE JUNCTION OF GASMER ROAD,
 AW2296'0.15 MILE SOUTH OF THE JUNCTION OF BENNING DRIVE, 109 1/2 FEET EAST OF
 AW2296'THE CENTER LINE OF THE EAST LANES OF THE FRONTAGE ROAD, 46.6 FEET
 AW2296'SOUTHEAST OF THE SOUTHWEST CORNER OF A BUILDING AT 11227 SOUTH POST
 AW2296'OAK ROAD, 75 1/2 FEET EAST OF POWER POLE 3386, 34.4 FEET SOUTH OF THE
 AW2296'SOUTH FACE OF THE BUILDING, 15 1/2 FEET SOUTH OF A POWER POLE, 16.0
 AW2296'FEET SOUTH OF THE SOUTHWEST CORNER OF A WOODEN FENCE, 55 FEET WEST OF
 AW2296'THE SOUTH END OF A CYCLONE FENCE GATE, 0.7 FOOT NORTH OF THE FENCE,
 AW2296'2.6 FEET WEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, A
 AW2296'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 AW2296'REFUSAL AT A DEPTH OF 24 FEET.  THE UPPER PORTION OF THE ROD IS
 AW2296'ENCASED IN A 4-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW2296
 AW2296                          STATION RECOVERY (1978)
 AW2296
 AW2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2296'RECOVERED IN GOOD CONDITION.
 AW2296
 AW2296                          STATION RECOVERY (1985)
 AW2296
 AW2296'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2296'WITNESS POST HAS HAS BEEN MOVED FROM 2.6 FEET WEST TO .6 FEET WEST.
 AW2296
 AW2296                          STATION RECOVERY (1986)
 AW2296
 AW2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2296'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW2296'ADD IN THE SOUTH LAWN OF THE POST OAK WILLOWBEND ANIMAL CLINIC.
 AW2296
 AW2296                          STATION RECOVERY (1987)
 AW2296
 AW2296'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2296'MARK NOT FOUND.
 AW2296
 AW2296                          STATION RECOVERY (1989)
 AW2296
 AW2296'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 AW2296'MARK NOT FOUND.
 AW2296
 AW2296                          STATION RECOVERY (1990)
 AW2296
 AW2296'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2296'MARK NOT FOUND.
 AW2296
 AW2296                          STATION RECOVERY (1993)
 AW2296
 AW2296'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2130 ***********************************************************************
 AW2130  DESIGNATION -  Y 1211
 AW2130  PID         -  AW2130
 AW2130  STATE/COUNTY-  TX/FORT BEND
 AW2130  USGS QUAD   -  MISSOURI CITY (1995)
 AW2130
 AW2130                         *CURRENT SURVEY CONTROL
 AW2130  ___________________________________________________________________
 AW2130* NAD 83(1986)-  29 37 23.     (N)    095 37 08.     (W)     SCALED    
 AW2130* NAVD 88     -        22.136  (meters)      72.62   (feet)  ADJUSTED  
 AW2130  ___________________________________________________________________
 AW2130  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW2130  DYNAMIC HT  -          22.106 (meters)      72.53  (feet)  COMP
 AW2130  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 AW2130  OBS GRAVITY -     979,272.9   (mgal)                       GRAV_OBS
 AW2130
 AW2130  VERT ORDER  -  FIRST     CLASS II
 AW2130
 AW2130.The horizontal coordinates were scaled from a topographic map and have
 AW2130.an estimated accuracy of +/- 6 seconds.
 AW2130
 AW2130.The orthometric height was determined by differential leveling
 AW2130.and adjusted by the National Geodetic Survey in September 1996..
 AW2130
 AW2130.The geoid height was determined by GEOID03.
 AW2130
 AW2130.The dynamic height is computed by dividing the NAVD 88
 AW2130.geopotential number by the normal gravity value computed on the
 AW2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2130.degrees latitude (g = 980.6199 gals.).
 AW2130
 AW2130.The modeled gravity was interpolated from observed gravity values.
 AW2130.The observed gravity was obtained from relative gravimeter ties
 AW2130.to the IGSN71 gravity network.
 AW2130
 AW2130;                    North         East    Units  Estimated Accuracy
 AW2130;SPC TXSC     - 4,203,080.      927,370.      MT  (+/- 180 meters Scaled)
 AW2130
 AW2130                          SUPERSEDED SURVEY CONTROL
 AW2130
 AW2130  NAVD 88 (06/15/91)   22.285  (m)           73.11   (f) UNKNOWN     1 2
 AW2130  NGVD 29 (12/23/87)   22.281  (m)           73.10   (f) ADJUSTED    1 2
 AW2130
 AW2130.Superseded values are not recommended for survey control.
 AW2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2130.See file dsdata.txt to determine how the superseded data were derived.
 AW2130
 AW2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN464798(NAD 83)
 AW2130_MARKER: DV = VERTICAL CONTROL DISK
 AW2130_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2130_SP_SET: COPPER-CLAD STEEL ROD
 AW2130_STAMPING: Y 1211 1973
 AW2130_MARK LOGO: NGS   
 AW2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2130+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW2130
 AW2130  HISTORY     - Date     Condition        Report By
 AW2130  HISTORY     - 1973     MONUMENTED       NGS
 AW2130  HISTORY     - 1978     GOOD             NGS
 AW2130  HISTORY     - 1986     GOOD             NGS
 AW2130  HISTORY     - 1987     GOOD             USPSQD
 AW2130  HISTORY     - 1987     GOOD             USPSQD
 AW2130  HISTORY     - 1988     GOOD             USPSQD
 AW2130  HISTORY     - 1989     GOOD             USPSQD
 AW2130  HISTORY     - 19910316 GOOD             USPSQD
 AW2130  HISTORY     - 19931204 GOOD             USPSQD
 AW2130  HISTORY     - 19951007 GOOD             CHANCE
 AW2130  HISTORY     - 20040329 GOOD             USPSQD
 AW2130
 AW2130                          STATION DESCRIPTION
 AW2130
 AW2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2130'1.05 MI E FROM SUGAR LAND.
 AW2130'1.05 MILES EAST ALONG U.S. HIGHWAY 90 ALT. FROM THE JUNCTION OF STATE
 AW2130'HIGHWAY SPUR 58 AT SUGAR LAND, AT THE INTERSECTION OF LOMBARDY STREET
 AW2130'SOUTH AND ELDRIGE ROAD NORTH, 71 FEET SOUTH OF THE CENTER LINE OF THE
 AW2130'EASTBOUND LANES OF THE HIGHWAY, 48 FEET EAST OF THE CENTER LINE OF THE
 AW2130'STREET, 34 FEET SOUTH-SOUTHEAST OF A STEEL LIGHT POLE BEARING A METER,
 AW2130'1 1/2 FEET WEST OF A T JUNCTION POWER POLE WITH A GUY WIRE, 20 FEET
 AW2130'EAST OF A TELEPHONE POLE WITH A STREET LIGHT, 1.0 FOOT EAST OF A
 AW2130'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A
 AW2130'5/8-INCH COPPER COATED ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF 66
 AW2130'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 AW2130'FLUSH WITH THE GROUND.
 AW2130
 AW2130                          STATION RECOVERY (1978)
 AW2130
 AW2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2130'RECOVERED IN GOOD CONDITION.
 AW2130
 AW2130                          STATION RECOVERY (1986)
 AW2130
 AW2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2130'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2130'4.9 METERS (16.0 FT) WEST-SOUTHWEST OF A FIRE HYDRANT.
 AW2130
 AW2130                          STATION RECOVERY (1987)
 AW2130
 AW2130'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW2130'RECOVERED IN GOOD CONDITION.
 AW2130
 AW2130                          STATION RECOVERY (1987)
 AW2130
 AW2130'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2130'RECOVERED IN GOOD CONDITION.
 AW2130
 AW2130                          STATION RECOVERY (1988)
 AW2130
 AW2130'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2130'RECOVERED IN GOOD CONDITION.
 AW2130
 AW2130                          STATION RECOVERY (1989)
 AW2130
 AW2130'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2130'RECOVERED IN GOOD CONDITION.
 AW2130
 AW2130                          STATION RECOVERY (1991)
 AW2130
 AW2130'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2130'RECOVERED IN GOOD CONDITION.
 AW2130
 AW2130                          STATION RECOVERY (1993)
 AW2130
 AW2130'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2130'RECOVERED IN GOOD CONDITION.
 AW2130
 AW2130                          STATION RECOVERY (1995)
 AW2130
 AW2130'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2130'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ONE ADDITIONAL TIE FOLLOWS.
 AW2130'14.5 FT (4.4 M) SOUTH OF A WATER METER.
 AW2130
 AW2130                          STATION RECOVERY (2004)
 AW2130
 AW2130'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW2130'GO TO N29 37 22.9 W095 37 06.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2135 ***********************************************************************
 AW2135  DESIGNATION -  Y 1212
 AW2135  PID         -  AW2135
 AW2135  STATE/COUNTY-  TX/FORT BEND
 AW2135  USGS QUAD   -  ALIEF (1995)
 AW2135
 AW2135                         *CURRENT SURVEY CONTROL
 AW2135  ___________________________________________________________________
 AW2135* NAD 83(1986)-  29 38 38.     (N)    095 37 09.     (W)     SCALED    
 AW2135* NAVD 88     -        25.584  (meters)      83.94   (feet)  ADJUSTED  
 AW2135  ___________________________________________________________________
 AW2135  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW2135  DYNAMIC HT  -          25.548 (meters)      83.82  (feet)  COMP
 AW2135  MODELED GRAV-     979,271.7   (mgal)                       NAVD 88
 AW2135
 AW2135  VERT ORDER  -  FIRST     CLASS II
 AW2135
 AW2135.The horizontal coordinates were scaled from a topographic map and have
 AW2135.an estimated accuracy of +/- 6 seconds.
 AW2135
 AW2135.The orthometric height was determined by differential leveling
 AW2135.and adjusted by the National Geodetic Survey in June 1991..
 AW2135
 AW2135.The geoid height was determined by GEOID03.
 AW2135
 AW2135.The dynamic height is computed by dividing the NAVD 88
 AW2135.geopotential number by the normal gravity value computed on the
 AW2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2135.degrees latitude (g = 980.6199 gals.).
 AW2135
 AW2135.The modeled gravity was interpolated from observed gravity values.
 AW2135
 AW2135;                    North         East    Units  Estimated Accuracy
 AW2135;SPC TXSC     - 4,205,390.      927,280.      MT  (+/- 180 meters Scaled)
 AW2135
 AW2135                          SUPERSEDED SURVEY CONTROL
 AW2135
 AW2135  NGVD 29 (12/23/87)   25.578  (m)           83.92   (f) ADJUSTED    1 2
 AW2135
 AW2135.Superseded values are not recommended for survey control.
 AW2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2135.See file dsdata.txt to determine how the superseded data were derived.
 AW2135
 AW2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN464821(NAD 83)
 AW2135_MARKER: DB = BENCH MARK DISK
 AW2135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2135_SP_SET: CULVERT HEADWALL
 AW2135_STAMPING: Y 1212 1973
 AW2135_MARK LOGO: NGS   
 AW2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2135+STABILITY: SURFACE MOTION
 AW2135
 AW2135  HISTORY     - Date     Condition        Report By
 AW2135  HISTORY     - 1973     MONUMENTED       NGS
 AW2135  HISTORY     - 1978     GOOD             NGS
 AW2135  HISTORY     - 1986     GOOD             NGS
 AW2135  HISTORY     - 1987     GOOD             USPSQD
 AW2135  HISTORY     - 1988     GOOD             USPSQD
 AW2135  HISTORY     - 19900108 GOOD             USPSQD
 AW2135  HISTORY     - 19910316 GOOD             USPSQD
 AW2135  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2135  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2135
 AW2135                          STATION DESCRIPTION
 AW2135
 AW2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2135'1.45 MI N FROM SUGAR LAND.
 AW2135'1.45 MILES NORTH ALONG FARM ROAD 1876 (ELDRIDGE ROAD) FROM THE
 AW2135'JUNCTION OF U.S. HIGHWAY 90 ALT. AT SUGAR LAND, AT THE NORTHWEST
 AW2135'CORNER OF THE JUNCTION OF WOOD CHESTER DRIVE WEST, IN THE TOP AND 1.4
 AW2135'FEET EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 36-INCH
 AW2135'PIPE CULVERT UNDER THE DRIVE, 36 1/2 FEET WEST OF THE CENTER LINE OF
 AW2135'THE ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE DRIVE, ABOUT LEVEL
 AW2135'WITH THE ROAD, AND 1/2 FOOT HIGHER THAN THE DRIVE.
 AW2135
 AW2135                          STATION RECOVERY (1978)
 AW2135
 AW2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2135'RECOVERED IN GOOD CONDITION.
 AW2135
 AW2135                          STATION RECOVERY (1986)
 AW2135
 AW2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2135'RECOVERED IN GOOD CONDITION.
 AW2135
 AW2135                          STATION RECOVERY (1987)
 AW2135
 AW2135'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW2135'RECOVERED IN GOOD CONDITION.
 AW2135
 AW2135                          STATION RECOVERY (1988)
 AW2135
 AW2135'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2135'RECOVERED IN GOOD CONDITION.
 AW2135
 AW2135                          STATION RECOVERY (1990)
 AW2135
 AW2135'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2135'RECOVERED IN GOOD CONDITION.
 AW2135
 AW2135                          STATION RECOVERY (1991)
 AW2135
 AW2135'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2135'RECOVERED IN GOOD CONDITION.
 AW2135
 AW2135                          STATION RECOVERY (1998)
 AW2135
 AW2135'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2135'MARK NOT FOUND.
 AW2135
 AW2135                          STATION RECOVERY (2004)
 AW2135
 AW2135'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0438 ***********************************************************************
 AW0438  DESIGNATION -  Y 1213
 AW0438  PID         -  AW0438
 AW0438  STATE/COUNTY-  TX/GALVESTON
 AW0438  USGS QUAD   -  GALVESTON (1994)
 AW0438
 AW0438                         *CURRENT SURVEY CONTROL
 AW0438  ___________________________________________________________________
 AW0438* NAD 83(1986)-  29 18 09.     (N)    094 48 37.     (W)     SCALED    
 AW0438* NAVD 88     -         2.961  (meters)       9.71   (feet)  ADJUSTED  
 AW0438  ___________________________________________________________________
 AW0438  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0438  DYNAMIC HT  -           2.957 (meters)       9.70  (feet)  COMP
 AW0438  MODELED GRAV-     979,262.6   (mgal)                       NAVD 88
 AW0438
 AW0438  VERT ORDER  -  FIRST     CLASS I
 AW0438
 AW0438.The horizontal coordinates were scaled from a topographic map and have
 AW0438.an estimated accuracy of +/- 6 seconds.
 AW0438
 AW0438.The orthometric height was determined by differential leveling
 AW0438.and adjusted by the National Geodetic Survey in June 1991..
 AW0438
 AW0438.The geoid height was determined by GEOID03.
 AW0438
 AW0438.The dynamic height is computed by dividing the NAVD 88
 AW0438.geopotential number by the normal gravity value computed on the
 AW0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0438.degrees latitude (g = 980.6199 gals.).
 AW0438
 AW0438.The modeled gravity was interpolated from observed gravity values.
 AW0438
 AW0438;                    North         East    Units  Estimated Accuracy
 AW0438;SPC TXSC     - 4,170,110.    1,006,910.      MT  (+/- 180 meters Scaled)
 AW0438
 AW0438                          SUPERSEDED SURVEY CONTROL
 AW0438
 AW0438  NGVD 29 (12/23/87)    2.958  (m)            9.70   (f) ADJUSTED    1 1
 AW0438
 AW0438.Superseded values are not recommended for survey control.
 AW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0438.See file dsdata.txt to determine how the superseded data were derived.
 AW0438
 AW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN241428(NAD 83)
 AW0438_MARKER: DB = BENCH MARK DISK
 AW0438_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0438_SP_SET: BUILDING
 AW0438_STAMPING: Y 1213 1973 10.148
 AW0438_MARK LOGO: NGS   
 AW0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0438+STABILITY: SURFACE MOTION
 AW0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0438+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 AW0438
 AW0438  HISTORY     - Date     Condition        Report By
 AW0438  HISTORY     - 1973     MONUMENTED       NGS
 AW0438  HISTORY     - 1973     GOOD             USPSQD
 AW0438  HISTORY     - 1976     GOOD             NGS
 AW0438  HISTORY     - 1976     GOOD             NGS
 AW0438  HISTORY     - 1978     GOOD             NGS
 AW0438  HISTORY     - 1987     GOOD             USPSQD
 AW0438  HISTORY     - 1987     GOOD             USPSQD
 AW0438  HISTORY     - 1987     GOOD             USPSQD
 AW0438  HISTORY     - 1987     GOOD             USPSQD
 AW0438  HISTORY     - 1987     GOOD             NGS
 AW0438  HISTORY     - 1988     GOOD             USPSQD
 AW0438  HISTORY     - 1988     GOOD             USPSQD
 AW0438  HISTORY     - 1988     GOOD             USPSQD
 AW0438  HISTORY     - 1988     GOOD             USPSQD
 AW0438  HISTORY     - 1988     GOOD             USPSQD
 AW0438  HISTORY     - 1988     GOOD             USPSQD
 AW0438  HISTORY     - 1989     GOOD             USPSQD
 AW0438  HISTORY     - 1989     GOOD             USPSQD
 AW0438  HISTORY     - 1989     GOOD             USPSQD
 AW0438  HISTORY     - 1990     GOOD             USPSQD
 AW0438  HISTORY     - 19910406 GOOD             USPSQD
 AW0438  HISTORY     - 19940326 GOOD             USPSQD
 AW0438  HISTORY     - 20010730 GOOD             NGS
 AW0438  HISTORY     - 20041215 GOOD             USPSQD
 AW0438
 AW0438                          STATION DESCRIPTION
 AW0438
 AW0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0438'IN GALVESTON.
 AW0438'AT GALVESTON, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, AT THE
 AW0438'CROSSING OF 37TH STREET, 0.05 MILE NORTH OF THE JUNCTION OF 37TH
 AW0438'STREET AND MECHANIC STREET EAST, SET VERTICALLY IN THE WEST BRICK WALL
 AW0438'OF 37TH STREET SOUTHWESTERN WAREHOUSE COMPANY BUILDING, 0.6 FOOT SOUTH
 AW0438'OF THE NORTHWEST CORNER OF THE BUILDING, 7 BRICKS ABOVE THE LOADING
 AW0438'PLATFORM, AND ABOUT 5 FEET HIGHER THAN THE STREET.
 AW0438
 AW0438                          STATION RECOVERY (1973)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1973 (KCS)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1976)
 AW0438
 AW0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1976)
 AW0438
 AW0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1978)
 AW0438
 AW0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1987)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1987)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1987 (PSM)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1987)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1987)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1987)
 AW0438
 AW0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0438'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN GALVESTON,
 AW0438'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF PORT INDUSTRIAL BLVD.
 AW0438'AND 37TH STREET, IN THE WEST FACE AT THE NORTHWEST CORNER OF THE
 AW0438'FARMERS COPPER AND INDUSTRIAL SUPPLY INC. BUILDING, 0.18 METER (0.6
 AW0438'FT) SOUTH OF THE NORTHWEST CORNER.
 AW0438'THE MARK IS 1.2 M ABOVE SIDEWALK.
 AW0438
 AW0438                          STATION RECOVERY (1988)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1988)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1988)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1988)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1988)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1988)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1989)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1989)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (TC)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1989)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1990)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1991)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (1994)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0438'RECOVERED IN GOOD CONDITION.
 AW0438
 AW0438                          STATION RECOVERY (2001)
 AW0438
 AW0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0438'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0438
 AW0438                          STATION RECOVERY (2004)
 AW0438
 AW0438'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7031 ***********************************************************************
 AW7031  DESIGNATION -  Y 1213 RESET
 AW7031  PID         -  AW7031
 AW7031  STATE/COUNTY-  TX/GALVESTON
 AW7031  USGS QUAD   -  GALVESTON (1994)
 AW7031
 AW7031                         *CURRENT SURVEY CONTROL
 AW7031  ___________________________________________________________________
 AW7031* NAD 83(1986)-  29 18 09.     (N)    094 48 37.     (W)     SCALED    
 AW7031* NAVD 88     -         1.67   (meters)       5.5    (feet)  RESET     
 AW7031  ___________________________________________________________________
 AW7031  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW7031
 AW7031  VERT ORDER  -  THIRD
 AW7031
 AW7031.The horizontal coordinates were scaled from a topographic map and have
 AW7031.an estimated accuracy of +/- 6 seconds.
 AW7031
 AW7031.The orthometric height was computed from unverified reset data.
 AW7031.No vertical observational check was made to the station.
 AW7031
 AW7031.The geoid height was determined by GEOID03.
 AW7031
 AW7031;                    North         East    Units  Estimated Accuracy
 AW7031;SPC TXSC     - 4,170,110.    1,006,910.      MT  (+/- 180 meters Scaled)
 AW7031
 AW7031                          SUPERSEDED SURVEY CONTROL
 AW7031
 AW7031  NGVD 29 (01/29/03)    1.67   (m)            5.5    (f) RESET       3  
 AW7031
 AW7031.Superseded values are not recommended for survey control.
 AW7031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7031.See file dsdata.txt to determine how the superseded data were derived.
 AW7031
 AW7031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN241428(NAD 83)
 AW7031_MARKER: DB = BENCH MARK DISK
 AW7031_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW7031+WITH SETTING: PAVEMENT
 AW7031_SP_SET: RAILROAD SIGNAL BASE
 AW7031_MARK LOGO: NGS   
 AW7031_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7031+STABILITY: SURFACE MOTION
 AW7031
 AW7031  HISTORY     - Date     Condition        Report By
 AW7031  HISTORY     - 1979     MONUMENTED       NGS
 AW7031  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW7031
 AW7031                          STATION DESCRIPTION
 AW7031
 AW7031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AW7031'IN GALVESTON, ABOUT 270 PACES EAST OF THE ATCHISON, TOPEKA AND SANTA
 AW7031'FE RAILROAD AND 37TH STREET CROSSING. WHICH IS JUST SOUTH OF THE
 AW7031'ENTRANCE TO THE GALVESTON SHIP DOCKS.
 AW7031'WEST OF THE WEST RAIL OF THE SEVERAL RAILROAD TRACKS NORTH
 AW7031'OF THE NORTH RAIL OF A RAILWAY SIDING, AND SOUTH
 AW7031'OF THE SOUTH RAIL OF ANOTHER RAILWAY SIDING TRACK.
 AW7031
 AW7031                          STATION RECOVERY (1994)
 AW7031
 AW7031'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW7031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4172 ***********************************************************************
 AW4172  DESIGNATION -  Y 1214
 AW4172  PID         -  AW4172
 AW4172  STATE/COUNTY-  TX/FORT BEND
 AW4172  USGS QUAD   -  GUY (1980)
 AW4172
 AW4172                         *CURRENT SURVEY CONTROL
 AW4172  ___________________________________________________________________
 AW4172* NAD 83(1986)-  29 21 18.     (N)    095 47 02.     (W)     SCALED    
 AW4172* NAVD 88     -        23.206  (meters)      76.14   (feet)  ADJUSTED  
 AW4172  ___________________________________________________________________
 AW4172  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW4172  DYNAMIC HT  -          23.174 (meters)      76.03  (feet)  COMP
 AW4172  MODELED GRAV-     979,250.6   (mgal)                       NAVD 88
 AW4172
 AW4172  VERT ORDER  -  FIRST     CLASS II
 AW4172
 AW4172.The horizontal coordinates were scaled from a topographic map and have
 AW4172.an estimated accuracy of +/- 6 seconds.
 AW4172
 AW4172.The orthometric height was determined by differential leveling
 AW4172.and adjusted by the National Geodetic Survey in June 1991..
 AW4172
 AW4172.The geoid height was determined by GEOID03.
 AW4172
 AW4172.The dynamic height is computed by dividing the NAVD 88
 AW4172.geopotential number by the normal gravity value computed on the
 AW4172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4172.degrees latitude (g = 980.6199 gals.).
 AW4172
 AW4172.The modeled gravity was interpolated from observed gravity values.
 AW4172
 AW4172;                    North         East    Units  Estimated Accuracy
 AW4172;SPC TXSC     - 4,172,930.      912,220.      MT  (+/- 180 meters Scaled)
 AW4172
 AW4172                          SUPERSEDED SURVEY CONTROL
 AW4172
 AW4172  NGVD 29 (12/23/87)   23.203  (m)           76.13   (f) ADJUSTED    1 2
 AW4172
 AW4172.Superseded values are not recommended for survey control.
 AW4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4172.See file dsdata.txt to determine how the superseded data were derived.
 AW4172
 AW4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN297505(NAD 83)
 AW4172_MARKER: DB = BENCH MARK DISK
 AW4172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4172_SP_SET: CULVERT HEADWALL
 AW4172_STAMPING: Y 1214 1973
 AW4172_MARK LOGO: NGS   
 AW4172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4172+STABILITY: SURFACE MOTION
 AW4172
 AW4172  HISTORY     - Date     Condition        Report By
 AW4172  HISTORY     - 1973     MONUMENTED       NGS
 AW4172  HISTORY     - 1986     GOOD             NGS
 AW4172  HISTORY     - 1987     GOOD             USPSQD
 AW4172  HISTORY     - 1989     GOOD             USPSQD
 AW4172  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW4172  HISTORY     - 19991120 GOOD             USPSQD
 AW4172
 AW4172                          STATION DESCRIPTION
 AW4172
 AW4172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4172'0.6 MI NW FROM GUY.
 AW4172'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM
 AW4172'ROAD 1994 AT GUY, 0.3 MILE NORTHWEST OF THE CROSSING OF THE ATCHISON,
 AW4172'TOPEKA AND SANTA FE RAILWAY, IN THE TOP AND 1.5 FEET NORTHWEST OF THE
 AW4172'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A LARGE CONCRETE
 AW4172'BOX CULVERT, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 61
 AW4172'FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A DRIVEWAY TO A HOUSE AT
 AW4172'17915 STATE HIGHWAY 36, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 AW4172
 AW4172                          STATION RECOVERY (1986)
 AW4172
 AW4172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4172'RECOVERED IN GOOD CONDITION.
 AW4172
 AW4172                          STATION RECOVERY (1987)
 AW4172
 AW4172'RECOVERY NOTE BY US POWER SQUADRON 1987 (PRH)
 AW4172'RECOVERED IN GOOD CONDITION.
 AW4172
 AW4172                          STATION RECOVERY (1989)
 AW4172
 AW4172'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAR)
 AW4172'RECOVERED IN GOOD CONDITION.
 AW4172
 AW4172                          STATION RECOVERY (1994)
 AW4172
 AW4172'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4172'MARK NOT FOUND.
 AW4172
 AW4172                          STATION RECOVERY (1999)
 AW4172
 AW4172'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1818 ***********************************************************************
 AW1818  DESIGNATION -  Y 1215
 AW1818  PID         -  AW1818
 AW1818  STATE/COUNTY-  TX/HARRIS
 AW1818  USGS QUAD   -  CYPRESS (1995)
 AW1818
 AW1818                         *CURRENT SURVEY CONTROL
 AW1818  ___________________________________________________________________
 AW1818* NAD 83(1986)-  29 57 14.     (N)    095 40 28.     (W)     SCALED    
 AW1818* NAVD 88     -        43.63   (+/-2cm)     143.1    (feet)  VERTCON   
 AW1818  ___________________________________________________________________
 AW1818  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW1818  OBS GRAVITY -     979,287.1   (mgal)                       GRAV_OBS
 AW1818
 AW1818  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1818
 AW1818.The horizontal coordinates were scaled from a topographic map and have
 AW1818.an estimated accuracy of +/- 6 seconds.
 AW1818
 AW1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1818.The vertical order pertains to the NGVD 29 superseded value.
 AW1818
 AW1818.The geoid height was determined by GEOID03.
 AW1818.The observed gravity was obtained from relative gravimeter ties
 AW1818.to the IGSN71 gravity network.
 AW1818
 AW1818;                    North         East    Units  Estimated Accuracy
 AW1818;SPC TXSC     - 4,239,580.      920,950.      MT  (+/- 180 meters Scaled)
 AW1818
 AW1818                          SUPERSEDED SURVEY CONTROL
 AW1818
 AW1818  NGVD 29 (??/??/92)   43.619  (m)          143.11   (f) ADJ UNCH    1 2
 AW1818
 AW1818.Superseded values are not recommended for survey control.
 AW1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1818.See file dsdata.txt to determine how the superseded data were derived.
 AW1818
 AW1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP418166(NAD 83)
 AW1818_MARKER: DB = BENCH MARK DISK
 AW1818_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1818_SP_SET: 48 FT.
 AW1818_STAMPING: Y 1215 1973
 AW1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1818
 AW1818  HISTORY     - Date     Condition        Report By
 AW1818  HISTORY     - 1973     MONUMENTED       NGS
 AW1818  HISTORY     - 1978     GOOD             NGS
 AW1818  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1818  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1818
 AW1818                          STATION DESCRIPTION
 AW1818
 AW1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1818'1.7 MI SE FROM CYPRESS.
 AW1818'ABOUT 1.7 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1818'CYPRESS, AT THE JUNCTION WITH US HIGHWAY 290 AND BARKER-CYPRESS RD.,
 AW1818'280.4 FEET NORTHWEST OF THE CENTER LINE OF BARKER-CYPRESS RD., 64 FEET
 AW1818'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE OF US HIGHWAY 290,
 AW1818'30.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC
 AW1818'RAILROAD, 2 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A
 AW1818'METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK
 AW1818'SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A
 AW1818'6-INCH METAL PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 AW1818'DEPTH OF 48 FEET.
 AW1818
 AW1818                          STATION RECOVERY (1978)
 AW1818
 AW1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1818'RECOVERED IN GOOD CONDITION.
 AW1818
 AW1818                          STATION RECOVERY (1986)
 AW1818
 AW1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1818'THERE HAS BEEN GRADING AT THIS SITE.
 AW1818
 AW1818                          STATION RECOVERY (1987)
 AW1818
 AW1818'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1784 ***********************************************************************
 AW1784  DESIGNATION -  Y 1216
 AW1784  PID         -  AW1784
 AW1784  STATE/COUNTY-  TX/HARRIS
 AW1784  USGS QUAD   -  SATSUMA (1982)
 AW1784
 AW1784                         *CURRENT SURVEY CONTROL
 AW1784  ___________________________________________________________________
 AW1784* NAD 83(1986)-  29 58 06.     (N)    095 32 22.     (W)     SCALED    
 AW1784* NAVD 88     -        37.776  (meters)     123.94   (feet)  ADJUSTED  
 AW1784  ___________________________________________________________________
 AW1784  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1784  DYNAMIC HT  -          37.725 (meters)     123.77  (feet)  COMP
 AW1784  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 AW1784
 AW1784  VERT ORDER  -  FIRST     CLASS II
 AW1784
 AW1784.The horizontal coordinates were scaled from a topographic map and have
 AW1784.an estimated accuracy of +/- 6 seconds.
 AW1784
 AW1784.The orthometric height was determined by differential leveling
 AW1784.and adjusted by the National Geodetic Survey in June 1991..
 AW1784
 AW1784.The geoid height was determined by GEOID03.
 AW1784
 AW1784.The dynamic height is computed by dividing the NAVD 88
 AW1784.geopotential number by the normal gravity value computed on the
 AW1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1784.degrees latitude (g = 980.6199 gals.).
 AW1784
 AW1784.The modeled gravity was interpolated from observed gravity values.
 AW1784
 AW1784;                    North         East    Units  Estimated Accuracy
 AW1784;SPC TXSC     - 4,241,560.      933,930.      MT  (+/- 180 meters Scaled)
 AW1784
 AW1784                          SUPERSEDED SURVEY CONTROL
 AW1784
 AW1784  NGVD 29 (12/23/87)   37.771  (m)          123.92   (f) ADJUSTED    1 2
 AW1784
 AW1784.Superseded values are not recommended for survey control.
 AW1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1784.See file dsdata.txt to determine how the superseded data were derived.
 AW1784
 AW1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP549179(NAD 83)
 AW1784_MARKER: DB = BENCH MARK DISK
 AW1784_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1784_SP_SET: COPPER-CLAD STEEL ROD
 AW1784_STAMPING: Y 1216 1973
 AW1784_MARK LOGO: NGS   
 AW1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1784
 AW1784  HISTORY     - Date     Condition        Report By
 AW1784  HISTORY     - 1973     MONUMENTED       NGS
 AW1784  HISTORY     - 1978     GOOD             NGS
 AW1784  HISTORY     - 1986     GOOD             NGS
 AW1784  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW1784
 AW1784                          STATION DESCRIPTION
 AW1784
 AW1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1784'9.85 MI SE FROM TOMBALL.
 AW1784'ABOUT 9.85 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 AW1784'THE STATION AT TOMBALL, SET IN THE CENTER AND UNDER A 4-LEG STEEL
 AW1784'POWER LINE TOWER, 87.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AW1784'MAIN TRACK, 72.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK,
 AW1784'0.8 FOOT SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF
 AW1784'THE RAIL, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL
 AW1784'ROD, AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.3 FOOT. THE
 AW1784'ROD WAS DRIVEN AT REFUSAL TO A DEPTH OF 40 FEET.
 AW1784
 AW1784                          STATION RECOVERY (1978)
 AW1784
 AW1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1784'RECOVERED IN GOOD CONDITION.
 AW1784
 AW1784                          STATION RECOVERY (1986)
 AW1784
 AW1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1784'RECOVERED IN GOOD CONDITION.
 AW1784
 AW1784                          STATION RECOVERY (1995)
 AW1784
 AW1784'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0334 ***********************************************************************
 AW0334  DESIGNATION -  Y 1217
 AW0334  PID         -  AW0334
 AW0334  STATE/COUNTY-  TX/HARRIS
 AW0334  USGS QUAD   -  SETTEGAST (1995)
 AW0334
 AW0334                         *CURRENT SURVEY CONTROL
 AW0334  ___________________________________________________________________
 AW0334* NAD 83(1986)-  29 46 32.     (N)    095 22 09.     (W)     SCALED    
 AW0334* NAVD 88     -        10.017  (meters)      32.86   (feet)  ADJUSTED  
 AW0334  ___________________________________________________________________
 AW0334  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW0334  DYNAMIC HT  -          10.004 (meters)      32.82  (feet)  COMP
 AW0334  MODELED GRAV-     979,286.1   (mgal)                       NAVD 88
 AW0334
 AW0334  VERT ORDER  -  FIRST     CLASS I
 AW0334
 AW0334.The horizontal coordinates were scaled from a topographic map and have
 AW0334.an estimated accuracy of +/- 6 seconds.
 AW0334
 AW0334.The orthometric height was determined by differential leveling
 AW0334.and adjusted by the National Geodetic Survey in July 2002..
 AW0334
 AW0334.The geoid height was determined by GEOID03.
 AW0334
 AW0334.The dynamic height is computed by dividing the NAVD 88
 AW0334.geopotential number by the normal gravity value computed on the
 AW0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0334.degrees latitude (g = 980.6199 gals.).
 AW0334
 AW0334.The modeled gravity was interpolated from observed gravity values.
 AW0334
 AW0334;                    North         East    Units  Estimated Accuracy
 AW0334;SPC TXSC     - 4,220,700.      951,020.      MT  (+/- 180 meters Scaled)
 AW0334
 AW0334                          SUPERSEDED SURVEY CONTROL
 AW0334
 AW0334  NAVD 88 (06/15/91)   10.086  (m)           33.09   (f) UNKNOWN     1 1
 AW0334  NGVD 29 (12/23/87)   10.082  (m)           33.08   (f) ADJUSTED    1 1
 AW0334
 AW0334.Superseded values are not recommended for survey control.
 AW0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0334.See file dsdata.txt to determine how the superseded data were derived.
 AW0334
 AW0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN709962(NAD 83)
 AW0334_MARKER: DV = VERTICAL CONTROL DISK
 AW0334_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0334+WITH SETTING: INTO GROUND
 AW0334_SP_SET: SHALLOW-SET METAL ROD
 AW0334_STAMPING: Y 1217 1973
 AW0334_MARK LOGO: NGS   
 AW0334_PROJECTION: FLUSH
 AW0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0334+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1996
 AW0334_ROD/PIPE-DEPTH: 1.2  meters
 AW0334
 AW0334  HISTORY     - Date     Condition        Report By
 AW0334  HISTORY     - 1973     MONUMENTED       NGS
 AW0334  HISTORY     - 1976     GOOD             NGS
 AW0334  HISTORY     - 1976     GOOD             NGS
 AW0334  HISTORY     - 1978     GOOD             NGS
 AW0334  HISTORY     - 1983     GOOD             NGS
 AW0334  HISTORY     - 1986     GOOD             NGS
 AW0334  HISTORY     - 1988     GOOD             USPSQD
 AW0334  HISTORY     - 1988     GOOD             USPSQD
 AW0334  HISTORY     - 1990     GOOD             USPSQD
 AW0334  HISTORY     - 1991     GOOD             USPSQD
 AW0334  HISTORY     - 19960206 GOOD             NGS
 AW0334  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 AW0334
 AW0334                          STATION DESCRIPTION
 AW0334
 AW0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0334'0.9 MI NW FROM HOUSTON.
 AW0334'ABOUT 0.9 MILE NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0334'THE SWITCH CONTROL BUILDING NO. 108 AT HOUSTON, AT THE I-10 EASTBOUND
 AW0334'OVERPASS OVER THE TRACKS, ABOUT 13 FEET NORTH OF THE NORTH RAIL, 39
 AW0334'1/2 FEET EAST OF THE EXTENDED CENTER LINE OF HOLLY ST., 27 FEET NORTH
 AW0334'OF THE EXTENDED CENTER LINE OF SPRING ST., 36.8 FEET WEST-SOUTHWEST OF
 AW0334'A TELEPHONE POLE, SET IN THE MIDDLE OF AND IN LINE WITH THE FIRST FOUR
 AW0334'CONCRETE PILLARS SUPPORTING I-10 EASTBOUND LANES NORTH OF THE TRACKS,
 AW0334'AND IS A DISK SET ON TOP OF A 4-FOOT LENGTH OF A 5/8-INCH COPPER
 AW0334'COATED STEEL ROD AND PROTECTED BY A 6-INCH STEEL PIPE FLUSH WITH THE
 AW0334'GROUND.  ALSO, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 AW0334
 AW0334                          STATION RECOVERY (1976)
 AW0334
 AW0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0334'RECOVERED IN GOOD CONDITION.
 AW0334
 AW0334                          STATION RECOVERY (1976)
 AW0334
 AW0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0334'RECOVERED IN GOOD CONDITION.
 AW0334
 AW0334                          STATION RECOVERY (1978)
 AW0334
 AW0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0334'RECOVERED IN GOOD CONDITION.
 AW0334
 AW0334                          STATION RECOVERY (1983)
 AW0334
 AW0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0334'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0334'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0334'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0334'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0334'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 1.6 KM (1.0 MI) NORTHWEST ALONG
 AW0334'THE RAILROAD, AT THE INTERSTATE HIGHWAY 10 EASTBOUND OVERPASS OVER THE
 AW0334'TRACKS, 3.96 METERS (13.0 FT) NORTH OF THE NORTH RAIL OF THE TRACKS,
 AW0334'12.04 METERS (39.5 FT) EAST OF THE EXTENDED CENTERLINE OF HOLLY
 AW0334'STREET, AND 8.23 METERS (27.0 FT) NORTH OF THE EXTENDED CENTERLINE OF
 AW0334'SPRING STREET.
 AW0334'THE MARK IS 0.3 M BELOW TRACKS.
 AW0334
 AW0334                          STATION RECOVERY (1986)
 AW0334
 AW0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0334'RECOVERED IN GOOD CONDITION.
 AW0334
 AW0334                          STATION RECOVERY (1988)
 AW0334
 AW0334'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0334'RECOVERED IN GOOD CONDITION.
 AW0334
 AW0334                          STATION RECOVERY (1988)
 AW0334
 AW0334'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0334'RECOVERED IN GOOD CONDITION.
 AW0334
 AW0334                          STATION RECOVERY (1990)
 AW0334
 AW0334'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0334'RECOVERED IN GOOD CONDITION.
 AW0334
 AW0334                          STATION RECOVERY (1991)
 AW0334
 AW0334'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 AW0334'RECOVERED IN GOOD CONDITION.
 AW0334
 AW0334                          STATION RECOVERY (1996)
 AW0334
 AW0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0334'IN HOUSTON, AT THE INTERSECTION OF SPRING AND HOLLY STREETS, BETWEEN
 AW0334'THE 2ND AND 3RD COLUMNS OF THE EASTBOUND INTERSTATE HIGHWAY 10
 AW0334'OVERPASS OF THE MISSOURI, KANSAS, TEXAS RAILROAD, 11.3 M (37.1 FT)
 AW0334'EAST OF THE EXTENDED CENTER OF HOLLY STREET, 8.3 M (27.2 FT) NORTH OF
 AW0334'THE EXTENDED CENTER OF SPRING STREET, 3.8 M (12.5 FT) NORTH OF THE
 AW0334'NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK. NOTE--THE
 AW0334'DISK IS ENCASED IN A 6-INCH METAL PIPE AND IS FLUSH WITH THE GROUND
 AW0334'SURFACE.
 AW0334
 AW0334                          STATION RECOVERY (2004)
 AW0334
 AW0334'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0334'LOTS OF FILL DIRT HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1801 ***********************************************************************
 AW1801  DESIGNATION -  Y 1218
 AW1801  PID         -  AW1801
 AW1801  STATE/COUNTY-  TX/HARRIS
 AW1801  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1801
 AW1801                         *CURRENT SURVEY CONTROL
 AW1801  ___________________________________________________________________
 AW1801* NAD 83(1986)-  29 51 34.     (N)    095 32 22.     (W)     SCALED    
 AW1801* NAVD 88     -        30.045  (meters)      98.57   (feet)  ADJUSTED  
 AW1801  ___________________________________________________________________
 AW1801  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW1801  DYNAMIC HT  -          30.004 (meters)      98.44  (feet)  COMP
 AW1801  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AW1801
 AW1801  VERT ORDER  -  FIRST     CLASS II
 AW1801
 AW1801.The horizontal coordinates were scaled from a topographic map and have
 AW1801.an estimated accuracy of +/- 6 seconds.
 AW1801
 AW1801.The orthometric height was determined by differential leveling
 AW1801.and adjusted by the National Geodetic Survey in June 1991..
 AW1801
 AW1801.The geoid height was determined by GEOID03.
 AW1801
 AW1801.The dynamic height is computed by dividing the NAVD 88
 AW1801.geopotential number by the normal gravity value computed on the
 AW1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1801.degrees latitude (g = 980.6199 gals.).
 AW1801
 AW1801.The modeled gravity was interpolated from observed gravity values.
 AW1801
 AW1801;                    North         East    Units  Estimated Accuracy
 AW1801;SPC TXSC     - 4,229,500.      934,290.      MT  (+/- 180 meters Scaled)
 AW1801
 AW1801                          SUPERSEDED SURVEY CONTROL
 AW1801
 AW1801  NGVD 29 (12/23/87)   30.039  (m)           98.55   (f) ADJUSTED    1 2
 AW1801
 AW1801.Superseded values are not recommended for survey control.
 AW1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1801.See file dsdata.txt to determine how the superseded data were derived.
 AW1801
 AW1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP546059(NAD 83)
 AW1801_MARKER: DB = BENCH MARK DISK
 AW1801_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1801+WITH SETTING: PAVEMENT
 AW1801_SP_SET: LOADING PLATFORM
 AW1801_STAMPING: Y 1218 1973
 AW1801_MARK LOGO: NGS   
 AW1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1801+STABILITY: SURFACE MOTION
 AW1801
 AW1801  HISTORY     - Date     Condition        Report By
 AW1801  HISTORY     - 1973     MONUMENTED       NGS
 AW1801  HISTORY     - 1978     GOOD             NGS
 AW1801  HISTORY     - 1986     GOOD             NGS
 AW1801  HISTORY     - 1987     GOOD             USPSQD
 AW1801  HISTORY     - 1987     GOOD             USPSQD
 AW1801  HISTORY     - 19941022 GOOD             USPSQD
 AW1801  HISTORY     - 20040212 MARK NOT FOUND   USPSQD
 AW1801
 AW1801                          STATION DESCRIPTION
 AW1801
 AW1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1801'IN FAIRBANKS.
 AW1801'AT THE FAIRBANKS POST OFFICE, ABOUT 87 YARDS (P) NORTHWEST OF THE
 AW1801'CENTER LINE OF US HIGHWAY 290, 7.6 FEET NORTHWEST OF THE NORTHWEST
 AW1801'WALL OF THE BUILDING, 8 FEET NORTHEAST OF A FLAG POLE, 1.3 FEET
 AW1801'NORTHEAST OF A BRICK WALL AT THE SOUTHWEST END OF A LOADING PLATFORM,
 AW1801'SET IN THE TOP OF THE NORTHWEST EDGE OF THE CONCRETE LOADING PLATFORM,
 AW1801'AND ABOUT 0.7 FOOT ABOVE THE LEVEL OF THE ASPHALT PARKING AREA.
 AW1801
 AW1801                          STATION RECOVERY (1978)
 AW1801
 AW1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1801'RECOVERED IN GOOD CONDITION.
 AW1801
 AW1801                          STATION RECOVERY (1986)
 AW1801
 AW1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1801'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN FAIRBANKS,
 AW1801'AT 14448 HEMPSTEAD HIGHWAY.  DELETE--ABOUT 87 YARDS (P) NORTHWEST OF
 AW1801'THE CENTERLINE OF U.S. HIGHWAY 290.
 AW1801
 AW1801                          STATION RECOVERY (1987)
 AW1801
 AW1801'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1801'RECOVERED IN GOOD CONDITION.
 AW1801
 AW1801                          STATION RECOVERY (1987)
 AW1801
 AW1801'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1801'RECOVERED IN GOOD CONDITION.
 AW1801
 AW1801                          STATION RECOVERY (1994)
 AW1801
 AW1801'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1801'RECOVERED IN GOOD CONDITION.
 AW1801
 AW1801                          STATION RECOVERY (2004)
 AW1801
 AW1801'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW1801'NOT FOUND BECAUSE CONSTRUCTION IN AREA TO LAY AN UNDERGROUND NATURAL
 AW1801'GAS PIPELING AND CONSTRUCTION TO WIDEN HWY 290 PROBABLY DISTROYED THE
 AW1801'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2358 ***********************************************************************
 AW2358  DESIGNATION -  Y 1219
 AW2358  PID         -  AW2358
 AW2358  STATE/COUNTY-  TX/FORT BEND
 AW2358  USGS QUAD   -  ALMEDA (1995)
 AW2358
 AW2358                         *CURRENT SURVEY CONTROL
 AW2358  ___________________________________________________________________
 AW2358* NAD 83(1986)-  29 30 07.     (N)    095 29 50.     (W)     SCALED    
 AW2358* NAVD 88     -        18.16   (+/-2cm)      59.6    (feet)  VERTCON   
 AW2358  ___________________________________________________________________
 AW2358  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2358
 AW2358  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2358
 AW2358.The horizontal coordinates were scaled from a topographic map and have
 AW2358.an estimated accuracy of +/- 6 seconds.
 AW2358
 AW2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2358.The vertical order pertains to the NGVD 29 superseded value.
 AW2358
 AW2358.The geoid height was determined by GEOID03.
 AW2358
 AW2358;                    North         East    Units  Estimated Accuracy
 AW2358;SPC TXSC     - 4,190,010.      939,550.      MT  (+/- 180 meters Scaled)
 AW2358
 AW2358                          SUPERSEDED SURVEY CONTROL
 AW2358
 AW2358  NGVD 29 (??/??/92)   18.156  (m)           59.57   (f) ADJ UNCH    1 2
 AW2358
 AW2358.Superseded values are not recommended for survey control.
 AW2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2358.See file dsdata.txt to determine how the superseded data were derived.
 AW2358
 AW2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN579661(NAD 83)
 AW2358_MARKER: DB = BENCH MARK DISK
 AW2358_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW2358+WITH SETTING: INTO GROUND
 AW2358_STAMPING: Y 1219 1973
 AW2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2358+STABILITY: SURFACE MOTION
 AW2358
 AW2358  HISTORY     - Date     Condition        Report By
 AW2358  HISTORY     - 1973     MONUMENTED       NGS
 AW2358  HISTORY     - 1978     GOOD             NGS
 AW2358  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2358  HISTORY     - 19901208 GOOD             USPSQD
 AW2358  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW2358  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW2358  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 AW2358  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2358
 AW2358                          STATION DESCRIPTION
 AW2358
 AW2358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2358'2.55 MI W FROM ARCOLA.
 AW2358'0.5 MILE SOUTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION OF STATE
 AW2358'HIGHWAY 6 AT ARCOLA, THENCE 2.05 MILES WEST ALONG THE ATCHISON, TOPEKA
 AW2358'AND SANTA FE RAILWAY, 0.15 MILE WEST OF A WOODEN BRIDGE OVER PONG
 AW2358'POINT CREEK, 46.5 FEET EAST OF MILEPOLE 45, 21.0 FEET NORTH OF THE
 AW2358'NORTH RAIL, 82 FEET WEST OF THE WEST END OF A METAL GATE, 1.0 FOOT
 AW2358'NORTH OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 3 1/2 FEET
 AW2358'LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 AW2358'ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE ATTACHED.  THE UPPER
 AW2358'PORTION OF THE ROD IS ENCASED IN A 5-INCH PIPE PROJECTING 0.1 FOOT
 AW2358'ABOVE THE GROUND.
 AW2358
 AW2358                          STATION RECOVERY (1978)
 AW2358
 AW2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2358'RECOVERED IN GOOD CONDITION.
 AW2358
 AW2358                          STATION RECOVERY (1986)
 AW2358
 AW2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2358'NOT RECOVERED.
 AW2358
 AW2358                          STATION RECOVERY (1990)
 AW2358
 AW2358'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2358'RECOVERED IN GOOD CONDITION.
 AW2358
 AW2358                          STATION RECOVERY (1994)
 AW2358
 AW2358'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2358'MARK NOT FOUND.
 AW2358
 AW2358                          STATION RECOVERY (1999)
 AW2358
 AW2358'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2358'MARK NOT FOUND.
 AW2358
 AW2358                          STATION RECOVERY (2004)
 AW2358
 AW2358'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2358'MARK NOT FOUND.
 AW2358
 AW2358                          STATION RECOVERY (2005)
 AW2358
 AW2358'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1839 ***********************************************************************
 AX1839  DESIGNATION -  Y 122
 AX1839  PID         -  AX1839
 AX1839  STATE/COUNTY-  TX/DE WITT
 AX1839  USGS QUAD   -  CUERO (1987)
 AX1839
 AX1839                         *CURRENT SURVEY CONTROL
 AX1839  ___________________________________________________________________
 AX1839* NAD 83(1986)-  29 05 09.     (N)    097 16 54.     (W)     SCALED    
 AX1839* NAVD 88     -        59.40   (+/-2cm)     194.9    (feet)  VERTCON   
 AX1839  ___________________________________________________________________
 AX1839  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX1839
 AX1839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1839
 AX1839.The horizontal coordinates were scaled from a topographic map and have
 AX1839.an estimated accuracy of +/- 6 seconds.
 AX1839
 AX1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1839.The vertical order pertains to the NGVD 29 superseded value.
 AX1839
 AX1839.The geoid height was determined by GEOID03.
 AX1839
 AX1839;                    North         East    Units  Estimated Accuracy
 AX1839;SPC TXSC     - 4,140,040.      767,270.      MT  (+/- 180 meters Scaled)
 AX1839
 AX1839                          SUPERSEDED SURVEY CONTROL
 AX1839
 AX1839  NGVD 29 (??/??/92)   59.413  (m)          194.92   (f) ADJ UNCH    2 0
 AX1839
 AX1839.Superseded values are not recommended for survey control.
 AX1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1839.See file dsdata.txt to determine how the superseded data were derived.
 AX1839
 AX1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT672187(NAD 83)
 AX1839_MARKER: DB = BENCH MARK DISK
 AX1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1839_STAMPING: Y 122 1933
 AX1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1839+STABILITY: SURFACE MOTION
 AX1839
 AX1839  HISTORY     - Date     Condition        Report By
 AX1839  HISTORY     - 1933     MONUMENTED       CGS
 AX1839  HISTORY     - 1958     MARK NOT FOUND   USGS
 AX1839  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1839
 AX1839                          STATION DESCRIPTION
 AX1839
 AX1839'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AX1839'1.3 MI SE FROM CUERO.
 AX1839'1.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX1839'STATION AT CUERO, DE WITT COUNTY, 7 POLES NORTHWEST OF MILEPOST 54, AT
 AX1839'A PUBLIC-ROAD CROSSING, 50 FEET NORTHWEST OF THE CENTERLINE OF THE
 AX1839'ROAD, 66 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND AT A FENCE
 AX1839'CORNER.  A STANDARD DISK, STAMPED Y 122 1933 AND SET IN THE TOP OF A
 AX1839'CONCRETE POST.
 AX1839
 AX1839                          STATION RECOVERY (2001)
 AX1839
 AX1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1839'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4164 ***********************************************************************
 AW4164  DESIGNATION -  Y 1220
 AW4164  PID         -  AW4164
 AW4164  STATE/COUNTY-  TX/BRAZORIA
 AW4164  USGS QUAD   -  DAMON (1980)
 AW4164
 AW4164                         *CURRENT SURVEY CONTROL
 AW4164  ___________________________________________________________________
 AW4164* NAD 83(1986)-  29 18 11.     (N)    095 44 16.     (W)     SCALED    
 AW4164* NAVD 88     -        21.65   (+/-2cm)      71.0    (feet)  VERTCON   
 AW4164  ___________________________________________________________________
 AW4164  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW4164
 AW4164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4164
 AW4164.The horizontal coordinates were scaled from a topographic map and have
 AW4164.an estimated accuracy of +/- 6 seconds.
 AW4164
 AW4164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4164.The vertical order pertains to the NGVD 29 superseded value.
 AW4164
 AW4164.The geoid height was determined by GEOID03.
 AW4164
 AW4164;                    North         East    Units  Estimated Accuracy
 AW4164;SPC TXSC     - 4,167,300.      916,850.      MT  (+/- 180 meters Scaled)
 AW4164
 AW4164                          SUPERSEDED SURVEY CONTROL
 AW4164
 AW4164  NGVD 29 (??/??/92)   21.647  (m)           71.02   (f) ADJ UNCH    2 0
 AW4164
 AW4164.Superseded values are not recommended for survey control.
 AW4164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4164.See file dsdata.txt to determine how the superseded data were derived.
 AW4164
 AW4164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN340446(NAD 83)
 AW4164_MARKER: DB = BENCH MARK DISK
 AW4164_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4164_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4164_STAMPING: Y 1220 1973
 AW4164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4164
 AW4164  HISTORY     - Date     Condition        Report By
 AW4164  HISTORY     - 1973     MONUMENTED       NGS
 AW4164  HISTORY     - 1987     GOOD             USPSQD
 AW4164  HISTORY     - 1988     GOOD             USPSQD
 AW4164  HISTORY     - 1989     GOOD             USPSQD
 AW4164  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4164  HISTORY     - 19940416 GOOD             USPSQD
 AW4164
 AW4164                          STATION DESCRIPTION
 AW4164
 AW4164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4164'1.05 MI NW FROM DAMON.
 AW4164'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF MULCAHY
 AW4164'STREET AT DAMON, THENCE 0.1 MILE SOUTHWEST ALONG HOUSTON STREET,
 AW4164'THENCE 0.65 MILE NORTHWEST ALONG A SHELL ROAD, AT THE CROSSING OF AN
 AW4164'IRON PIPE CATTLEGUARD, 38 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW4164'ROAD, 32.0 FEET NORTHEAST OF THE NORTH CORNER OF THE CATTLEGUARD, 1
 AW4164'1/2 FEET NORTHEAST OF A Y JUNCTION POWER POLE, 44 FEET WEST-SOUTHWEST
 AW4164'OF THE WEST-SOUTHWEST SIDE OF A LARGE STORAGE TANK, 3.8 FEET SOUTHEAST
 AW4164'OF A FENCE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 AW4164'ROAD, A DISK ON THE TOP OF A COPPER COATED ROD WHICH IS 4 FEET LONG
 AW4164'AND HAS A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS
 AW4164'ENCASED IN A 6-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW4164
 AW4164                          STATION RECOVERY (1987)
 AW4164
 AW4164'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4164'RECOVERED IN GOOD CONDITION.
 AW4164
 AW4164                          STATION RECOVERY (1988)
 AW4164
 AW4164'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4164'RECOVERED IN GOOD CONDITION.
 AW4164
 AW4164                          STATION RECOVERY (1989)
 AW4164
 AW4164'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4164'RECOVERED IN GOOD CONDITION.
 AW4164
 AW4164                          STATION RECOVERY (1989)
 AW4164
 AW4164'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4164'MARK NOT FOUND.
 AW4164
 AW4164                          STATION RECOVERY (1994)
 AW4164
 AW4164'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0671 ***********************************************************************
 BM0671  DESIGNATION -  Y 1221
 BM0671  PID         -  BM0671
 BM0671  STATE/COUNTY-  TX/TRAVIS
 BM0671  USGS QUAD   -  WEBBERVILLE (1987)
 BM0671
 BM0671                         *CURRENT SURVEY CONTROL
 BM0671  ___________________________________________________________________
 BM0671* NAD 83(1986)-  30 11 21.     (N)    097 37 06.     (W)     SCALED    
 BM0671* NAVD 88     -       138.679  (meters)     454.98   (feet)  ADJUSTED  
 BM0671  ___________________________________________________________________
 BM0671  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0671  DYNAMIC HT  -         138.489 (meters)     454.36  (feet)  COMP
 BM0671  MODELED GRAV-     979,276.0   (mgal)                       NAVD 88
 BM0671
 BM0671  VERT ORDER  -  FIRST     CLASS I
 BM0671
 BM0671.The horizontal coordinates were scaled from a topographic map and have
 BM0671.an estimated accuracy of +/- 6 seconds.
 BM0671
 BM0671.The orthometric height was determined by differential leveling
 BM0671.and adjusted by the National Geodetic Survey in June 1991..
 BM0671
 BM0671.The geoid height was determined by GEOID03.
 BM0671
 BM0671.The dynamic height is computed by dividing the NAVD 88
 BM0671.geopotential number by the normal gravity value computed on the
 BM0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0671.degrees latitude (g = 980.6199 gals.).
 BM0671
 BM0671.The modeled gravity was interpolated from observed gravity values.
 BM0671
 BM0671;                    North         East    Units  Estimated Accuracy
 BM0671;SPC TX C     - 3,061,110.      961,430.      MT  (+/- 180 meters Scaled)
 BM0671
 BM0671                          SUPERSEDED SURVEY CONTROL
 BM0671
 BM0671  NGVD 29 (??/??/92)  138.602  (m)          454.73   (f) ADJ UNCH    1 1
 BM0671
 BM0671.Superseded values are not recommended for survey control.
 BM0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0671.See file dsdata.txt to determine how the superseded data were derived.
 BM0671
 BM0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU330405(NAD 83)
 BM0671_MARKER: DB = BENCH MARK DISK
 BM0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0671_SP_SET: ABUTMENT
 BM0671_STAMPING: Y 1221 1973
 BM0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0671
 BM0671  HISTORY     - Date     Condition        Report By
 BM0671  HISTORY     - 1973     MONUMENTED       NGS
 BM0671  HISTORY     - 1978     GOOD             NGS
 BM0671  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BM0671  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0671  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0671  HISTORY     - 20040612 MARK NOT FOUND   USPSQD
 BM0671
 BM0671                          STATION DESCRIPTION
 BM0671
 BM0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0671'3.6 MI W FROM GARFIELD.
 BM0671'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0671'STATION AND STORE AT GARFIELD AT THE MOST NORTHEASTERN ONE OF A
 BM0671'TWO-CONCRETE HIGHWAY BRIDGES OVER ONION CREEK, 15.0 FEET SOUTHWEST OF
 BM0671'THE CENTER LINE OF THE NORTHEAST LAND OF THE HIGHWAY, 1.0 FEET EAST OF
 BM0671'THE SOUTHEAST END OF A STEEL BANNISTER, SET IN TOP OF THE SOUTHWEST
 BM0671'END OF THE SOUTHEAST CONCRETE ABUTMENT, 0.8 MILES SOUTHEAST OF THE
 BM0671'BENCH MARK X 1221, ABOUT 6-INCHES ABOVE THE HIGHWAY.
 BM0671
 BM0671                          STATION RECOVERY (1978)
 BM0671
 BM0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0671'RECOVERED IN GOOD CONDITION.
 BM0671
 BM0671                          STATION RECOVERY (1989)
 BM0671
 BM0671'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0671'MARK NOT FOUND.
 BM0671
 BM0671                          STATION RECOVERY (1990)
 BM0671
 BM0671'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BM0671'MARK NOT FOUND.
 BM0671
 BM0671                          STATION RECOVERY (2003)
 BM0671
 BM0671'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0671'THE OLD BRIDGE HAS BEEN REPLACED.
 BM0671
 BM0671                          STATION RECOVERY (2004)
 BM0671
 BM0671'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0585 ***********************************************************************
 BM0585  DESIGNATION -  Y 1222
 BM0585  PID         -  BM0585
 BM0585  STATE/COUNTY-  TX/TRAVIS
 BM0585  USGS QUAD   -  AUSTIN WEST (1988)
 BM0585
 BM0585                         *CURRENT SURVEY CONTROL
 BM0585  ___________________________________________________________________
 BM0585* NAD 83(1986)-  30 16 06.     (N)    097 45 57.     (W)     SCALED    
 BM0585* NAVD 88     -       146.314  (meters)     480.03   (feet)  ADJUSTED  
 BM0585  ___________________________________________________________________
 BM0585  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BM0585  DYNAMIC HT  -         146.114 (meters)     479.38  (feet)  COMP
 BM0585  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 BM0585
 BM0585  VERT ORDER  -  FIRST     CLASS I
 BM0585
 BM0585.The horizontal coordinates were scaled from a topographic map and have
 BM0585.an estimated accuracy of +/- 6 seconds.
 BM0585
 BM0585.The orthometric height was determined by differential leveling
 BM0585.and adjusted by the National Geodetic Survey in June 1991..
 BM0585
 BM0585.The geoid height was determined by GEOID03.
 BM0585
 BM0585.The dynamic height is computed by dividing the NAVD 88
 BM0585.geopotential number by the normal gravity value computed on the
 BM0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0585.degrees latitude (g = 980.6199 gals.).
 BM0585
 BM0585.The modeled gravity was interpolated from observed gravity values.
 BM0585
 BM0585;                    North         East    Units  Estimated Accuracy
 BM0585;SPC TX C     - 3,069,550.      947,030.      MT  (+/- 180 meters Scaled)
 BM0585
 BM0585                          SUPERSEDED SURVEY CONTROL
 BM0585
 BM0585  NGVD 29 (??/??/92)  146.243  (m)          479.80   (f) ADJ UNCH    1 1
 BM0585
 BM0585.Superseded values are not recommended for survey control.
 BM0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0585.See file dsdata.txt to determine how the superseded data were derived.
 BM0585
 BM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU187491(NAD 83)
 BM0585_MARKER: DB = BENCH MARK DISK
 BM0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0585_SP_SET: FOUNDATION
 BM0585_STAMPING: Y 1222 1973
 BM0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0585
 BM0585  HISTORY     - Date     Condition        Report By
 BM0585  HISTORY     - 1973     MONUMENTED       NGS
 BM0585  HISTORY     - 1983     GOOD             USPSQD
 BM0585  HISTORY     - 1984     GOOD             TXHD
 BM0585  HISTORY     - 1989     GOOD             USPSQD
 BM0585  HISTORY     - 1989     GOOD             USPSQD
 BM0585  HISTORY     - 1989     GOOD             USPSQD
 BM0585  HISTORY     - 1989     POOR             USPSQD
 BM0585  HISTORY     - 1990     GOOD             USPSQD
 BM0585  HISTORY     - 19910208 GOOD             USPSQD
 BM0585  HISTORY     - 20010224 GOOD             USPSQD
 BM0585  HISTORY     - 20021103 GOOD             GEOCAC
 BM0585  HISTORY     - 20050226 GOOD             USPSQD
 BM0585
 BM0585                          STATION DESCRIPTION
 BM0585
 BM0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0585'1.0 MI W FROM AUSTIN.
 BM0585'ABOUT 0.3 MILES SOUTH SOUTHWEST ALONG LAMAR BLVD FROM THE SOUTH END OF
 BM0585'A CONCRETE BRIDGE OVER THE COLORADO RIVER AT AUSTIN THENCE 0.7 MILES
 BM0585'NORTHWEST ALONG RANCH ROAD 2244 THE BARTON SPRINGS ROAD, THENCE 0.1
 BM0585'MILES NORTHEAST ACROSS AND OPEN AREA OF ZILKER PARK TO A PROMINENT 22
 BM0585'FOOT BY 160 FEET ROCK FORMATION SURROUNDED BY SCATTERED TREES, 0.15
 BM0585'MILES EAST OF STRUTFORD DRIVE, 75.0 FEET WEST OF THE EAST END OF THE
 BM0585'ROCK FORMATION, 83.0 FEET EAST OF A 3.0 FOOT SQUARE METAL METER BOX,
 BM0585'SET IN TOP OF THE SOUTH EDGE OF A LIMESTON ROCK FORMATION, 3.5 FEET
 BM0585'ABOVE THE GROUND.  NOTE-- 0.2 MILES NORTHEAST OF THE BENCH MARK
 BM0585'OUTCROP N 804.
 BM0585
 BM0585                          STATION RECOVERY (1983)
 BM0585
 BM0585'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0585'RECOVERED IN GOOD CONDITION.
 BM0585
 BM0585                          STATION RECOVERY (1984)
 BM0585
 BM0585'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984
 BM0585'RECOVERED IN GOOD CONDITION.
 BM0585
 BM0585                          STATION RECOVERY (1989)
 BM0585
 BM0585'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0585'RECOVERED IN GOOD CONDITION.
 BM0585
 BM0585                          STATION RECOVERY (1989)
 BM0585
 BM0585'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0585'RECOVERED IN GOOD CONDITION.
 BM0585
 BM0585                          STATION RECOVERY (1989)
 BM0585
 BM0585'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDM)
 BM0585'RECOVERED IN GOOD CONDITION.
 BM0585
 BM0585                          STATION RECOVERY (1989)
 BM0585
 BM0585'RECOVERY NOTE BY US POWER SQUADRON 1989 (HWB)
 BM0585'MARK RECOVERED IN POOR CONDITION.
 BM0585
 BM0585                          STATION RECOVERY (1990)
 BM0585
 BM0585'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0585'RECOVERED IN GOOD CONDITION.
 BM0585
 BM0585                          STATION RECOVERY (1991)
 BM0585
 BM0585'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0585'RECOVERED IN GOOD CONDITION.
 BM0585
 BM0585                          STATION RECOVERY (2001)
 BM0585
 BM0585'RECOVERY NOTE BY US POWER SQUADRON 2001 (REC)
 BM0585'RECOVERED IN GOOD CONDITION.
 BM0585
 BM0585                          STATION RECOVERY (2002)
 BM0585
 BM0585'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 BM0585'RECOVERED IN GOOD CONDITION.
 BM0585
 BM0585                          STATION RECOVERY (2005)
 BM0585
 BM0585'RECOVERY NOTE BY US POWER SQUADRON 2005 (REC)
 BM0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1466 ***********************************************************************
 AX1466  DESIGNATION -  Y 1223
 AX1466  PID         -  AX1466
 AX1466  STATE/COUNTY-  TX/FAYETTE
 AX1466  USGS QUAD   -  WEST POINT (1981)
 AX1466
 AX1466                         *CURRENT SURVEY CONTROL
 AX1466  ___________________________________________________________________
 AX1466* NAD 83(1986)-  29 57 20.     (N)    097 04 14.     (W)     SCALED    
 AX1466* NAVD 88     -        95.151  (meters)     312.17   (feet)  ADJUSTED  
 AX1466  ___________________________________________________________________
 AX1466  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AX1466  DYNAMIC HT  -          95.022 (meters)     311.75  (feet)  COMP
 AX1466  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AX1466
 AX1466  VERT ORDER  -  FIRST     CLASS I
 AX1466
 AX1466.The horizontal coordinates were scaled from a topographic map and have
 AX1466.an estimated accuracy of +/- 6 seconds.
 AX1466
 AX1466.The orthometric height was determined by differential leveling
 AX1466.and adjusted by the National Geodetic Survey in June 1991..
 AX1466
 AX1466.The geoid height was determined by GEOID03.
 AX1466
 AX1466.The dynamic height is computed by dividing the NAVD 88
 AX1466.geopotential number by the normal gravity value computed on the
 AX1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1466.degrees latitude (g = 980.6199 gals.).
 AX1466
 AX1466.The modeled gravity was interpolated from observed gravity values.
 AX1466
 AX1466;                    North         East    Units  Estimated Accuracy
 AX1466;SPC TXSC     - 4,236,740.      786,230.      MT  (+/- 180 meters Scaled)
 AX1466
 AX1466                          SUPERSEDED SURVEY CONTROL
 AX1466
 AX1466  NGVD 29 (??/??/92)   95.104  (m)          312.02   (f) ADJ UNCH    1 1
 AX1466
 AX1466.Superseded values are not recommended for survey control.
 AX1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1466.See file dsdata.txt to determine how the superseded data were derived.
 AX1466
 AX1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU861154(NAD 83)
 AX1466_MARKER: DB = BENCH MARK DISK
 AX1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1466_SP_SET: BRIDGE ABUTMENT
 AX1466_STAMPING: Y 1223 1973
 AX1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1466
 AX1466  HISTORY     - Date     Condition        Report By
 AX1466  HISTORY     - 1973     MONUMENTED       NGS
 AX1466  HISTORY     - 1978     GOOD             NGS
 AX1466  HISTORY     - 19910608 GOOD             USPSQD
 AX1466
 AX1466                          STATION DESCRIPTION
 AX1466
 AX1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1466'6.45 MI W FROM PLUM.
 AX1466'6.45 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1466'CROSSING OF AN ASPHALT ROAD AT PLUM, AT MILE POLE 976, 0.8 FOOT NORTH
 AX1466'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE
 AX1466'976 OVER CEDAR CREEK, 7.8 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1/2
 AX1466'FOOT LOWER THAN THE TRACK.
 AX1466
 AX1466                          STATION RECOVERY (1978)
 AX1466
 AX1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1466'RECOVERED IN GOOD CONDITION.
 AX1466
 AX1466                          STATION RECOVERY (1991)
 AX1466
 AX1466'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AX1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0464 ***********************************************************************
 BM0464  DESIGNATION -  Y 1225
 BM0464  PID         -  BM0464
 BM0464  STATE/COUNTY-  TX/BASTROP
 BM0464  USGS QUAD   -  SMITHVILLE (1982)
 BM0464
 BM0464                         *CURRENT SURVEY CONTROL
 BM0464  ___________________________________________________________________
 BM0464* NAD 83(1986)-  30 00 46.     (N)    097 10 11.     (W)     SCALED    
 BM0464* NAVD 88     -       104.725  (meters)     343.59   (feet)  ADJUSTED  
 BM0464  ___________________________________________________________________
 BM0464  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BM0464  DYNAMIC HT  -         104.584 (meters)     343.12  (feet)  COMP
 BM0464  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 BM0464
 BM0464  VERT ORDER  -  FIRST     CLASS I
 BM0464
 BM0464.The horizontal coordinates were scaled from a topographic map and have
 BM0464.an estimated accuracy of +/- 6 seconds.
 BM0464
 BM0464.The orthometric height was determined by differential leveling
 BM0464.and adjusted by the National Geodetic Survey in June 1991..
 BM0464
 BM0464.The geoid height was determined by GEOID03.
 BM0464
 BM0464.The dynamic height is computed by dividing the NAVD 88
 BM0464.geopotential number by the normal gravity value computed on the
 BM0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0464.degrees latitude (g = 980.6199 gals.).
 BM0464
 BM0464.The modeled gravity was interpolated from observed gravity values.
 BM0464
 BM0464;                    North         East    Units  Estimated Accuracy
 BM0464;SPC TX C     - 3,042,710.    1,005,170.      MT  (+/- 180 meters Scaled)
 BM0464
 BM0464                          SUPERSEDED SURVEY CONTROL
 BM0464
 BM0464  NGVD 29 (??/??/92)  104.674  (m)          343.42   (f) ADJ UNCH    1 1
 BM0464
 BM0464.Superseded values are not recommended for survey control.
 BM0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0464.See file dsdata.txt to determine how the superseded data were derived.
 BM0464
 BM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU765216(NAD 83)
 BM0464_MARKER: DB = BENCH MARK DISK
 BM0464_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0464_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0464_STAMPING: Y 1225 1973
 BM0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0464
 BM0464  HISTORY     - Date     Condition        Report By
 BM0464  HISTORY     - 1973     MONUMENTED       NGS
 BM0464  HISTORY     - 1978     GOOD             NGS
 BM0464
 BM0464                          STATION DESCRIPTION
 BM0464
 BM0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0464'0.4 MI W FROM SMITHVILLE.
 BM0464'ABOUT 0.4 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0464'THE CROSSING OF STATE HIGHWAY 95 AT SMITHVILLE, 143 FEET
 BM0464'WEST-SOUTHWEST OF THE CENTER OF THE CROSSING OF A PRIVATE PAVED ROAD,
 BM0464'43 FEET SOUTH OF THE SOUTH RAIL, OF THE MAIN TRACK, 15 FEET WEST OF
 BM0464'TELEPHONE POLE 2038, 2 1/2 FEET NORTH OF A FENCE, 0.6 FOOT SOUTH OF A
 BM0464'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND IS A
 BM0464'DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD FASTENED TO
 BM0464'A BASE PLATE PROJECTING 0.1 FOOT AND PROTECTED BY A 6-INCH IRON PIPE
 BM0464'WHICH PROJECTS 0.2 FOOT.
 BM0464
 BM0464                          STATION RECOVERY (1978)
 BM0464
 BM0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1086 ***********************************************************************
 AW1086  DESIGNATION -  Y 1226
 AW1086  PID         -  AW1086
 AW1086  STATE/COUNTY-  TX/HARRIS
 AW1086  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1086
 AW1086                         *CURRENT SURVEY CONTROL
 AW1086  ___________________________________________________________________
 AW1086* NAD 83(1986)-  29 32 55.     (N)    095 07 42.     (W)     SCALED    
 AW1086* NAVD 88     -         8.286  (meters)      27.18   (feet)  ADJUSTED  
 AW1086  ___________________________________________________________________
 AW1086  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1086  DYNAMIC HT  -           8.275 (meters)      27.15  (feet)  COMP
 AW1086  MODELED GRAV-     979,272.4   (mgal)                       NAVD 88
 AW1086
 AW1086  VERT ORDER  -  FIRST     CLASS I
 AW1086
 AW1086.The horizontal coordinates were scaled from a topographic map and have
 AW1086.an estimated accuracy of +/- 6 seconds.
 AW1086
 AW1086.The orthometric height was determined by differential leveling
 AW1086.and adjusted by the National Geodetic Survey in June 1991..
 AW1086
 AW1086.The geoid height was determined by GEOID03.
 AW1086
 AW1086.The dynamic height is computed by dividing the NAVD 88
 AW1086.geopotential number by the normal gravity value computed on the
 AW1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1086.degrees latitude (g = 980.6199 gals.).
 AW1086
 AW1086.The modeled gravity was interpolated from observed gravity values.
 AW1086
 AW1086;                    North         East    Units  Estimated Accuracy
 AW1086;SPC TXSC     - 4,196,310.      975,120.      MT  (+/- 180 meters Scaled)
 AW1086
 AW1086                          SUPERSEDED SURVEY CONTROL
 AW1086
 AW1086  NGVD 29 (12/23/87)    8.283  (m)           27.18   (f) ADJUSTED    1 1
 AW1086
 AW1086.Superseded values are not recommended for survey control.
 AW1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1086.See file dsdata.txt to determine how the superseded data were derived.
 AW1086
 AW1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN937706(NAD 83)
 AW1086_MARKER: DB = BENCH MARK DISK
 AW1086_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1086_SP_SET: COPPER-CLAD STEEL ROD
 AW1086_STAMPING: Y 1226 1976
 AW1086_MARK LOGO: NGS   
 AW1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1086+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AW1086
 AW1086  HISTORY     - Date     Condition        Report By
 AW1086  HISTORY     - 1976     MONUMENTED       NGS
 AW1086  HISTORY     - 1978     GOOD             NGS
 AW1086  HISTORY     - 1983     GOOD             NGS
 AW1086  HISTORY     - 1987     GOOD             NGS
 AW1086  HISTORY     - 1989     GOOD             USPSQD
 AW1086  HISTORY     - 1989     GOOD             USPSQD
 AW1086  HISTORY     - 1989     GOOD             USPSQD
 AW1086  HISTORY     - 1989     GOOD             USPSQD
 AW1086  HISTORY     - 19961203 MARK NOT FOUND   NGS
 AW1086  HISTORY     - 20050829 GOOD             USPSQD
 AW1086
 AW1086                          STATION DESCRIPTION
 AW1086
 AW1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1086'1.0 MI NW FROM WEBSTER.
 AW1086'1 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF NASA 1 AT
 AW1086'WEBSTER, AT THE INTERSECTION OF BAY AREA BLVD, 62 FEET NE OF THE
 AW1086'CENTER OF STATE HIGHWAY 3, 10.4 FT NW OF THE NW CURB OF THE NE BOUND
 AW1086'LANES OF BAY AREA BLVD, 10.4 FEET SE OF THE SE CURB OF THE SW BOUND
 AW1086'LANES OF BAY AREA BLVD, 3.3 FEET NE OF THE CENTER OF DOOR TO THE
 AW1086'SIGNAL LIGHT CONTROL BOX.  ROD WAS DRIVEN TO GRADUAL REFUSAL AT 34 FT.
 AW1086
 AW1086                          STATION RECOVERY (1978)
 AW1086
 AW1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1086'RECOVERED IN GOOD CONDITION.
 AW1086
 AW1086                          STATION RECOVERY (1983)
 AW1086
 AW1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1086'RECOVERED IN GOOD CONDITION.  NOTE, ADD 0.15 METER (0.5 FT) NORTHEAST
 AW1086'OF THE NORTHEAST EDGE OF A CONCRETE SLAB OF TRAFFIC SIGNAL BOX.
 AW1086
 AW1086                          STATION RECOVERY (1987)
 AW1086
 AW1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1086'RECOVERED IN GOOD CONDITION.
 AW1086
 AW1086                          STATION RECOVERY (1989)
 AW1086
 AW1086'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1086'RECOVERED IN GOOD CONDITION.
 AW1086
 AW1086                          STATION RECOVERY (1989)
 AW1086
 AW1086'RECOVERY NOTE BY US POWER SQUADRON 1989 (SWG)
 AW1086'RECOVERED IN GOOD CONDITION.
 AW1086
 AW1086                          STATION RECOVERY (1989)
 AW1086
 AW1086'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1086'RECOVERED IN GOOD CONDITION.
 AW1086
 AW1086                          STATION RECOVERY (1989)
 AW1086
 AW1086'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1086'RECOVERED IN GOOD CONDITION.
 AW1086
 AW1086                          STATION RECOVERY (1996)
 AW1086
 AW1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1086'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AW1086
 AW1086                          STATION RECOVERY (2005)
 AW1086
 AW1086'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1086'MEASUREMENTS ARE GOOD BUT THE MARK IS ABOUT 8 INCHES UNDER THE NICE
 AW1086'GREEN GRASS. N29 32 55.6 W095 07 42.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0678 ***********************************************************************
 AN0678  DESIGNATION -  Y 123
 AN0678  PID         -  AN0678
 AN0678  STATE/COUNTY-  TX/VICTORIA
 AN0678  USGS QUAD   -  PLACEDO (1995)
 AN0678
 AN0678                         *CURRENT SURVEY CONTROL
 AN0678  ___________________________________________________________________
 AN0678* NAD 83(1986)-  28 43 11.     (N)    096 52 24.     (W)     SCALED    
 AN0678* NAVD 88     -        19.67   (+/-2cm)      64.5    (feet)  VERTCON   
 AN0678  ___________________________________________________________________
 AN0678  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0678
 AN0678  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0678
 AN0678.The horizontal coordinates were scaled from a topographic map and have
 AN0678.an estimated accuracy of +/- 6 seconds.
 AN0678
 AN0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0678.The vertical order pertains to the NGVD 29 superseded value.
 AN0678
 AN0678.The geoid height was determined by GEOID03.
 AN0678
 AN0678;                    North         East    Units  Estimated Accuracy
 AN0678;SPC TXSC     - 4,100,130.      807,750.      MT  (+/- 180 meters Scaled)
 AN0678
 AN0678                          SUPERSEDED SURVEY CONTROL
 AN0678
 AN0678  NGVD 29 (??/??/92)   19.782  (m)           64.90   (f) ADJ UNCH    1 2
 AN0678
 AN0678.Superseded values are not recommended for survey control.
 AN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0678.See file dsdata.txt to determine how the superseded data were derived.
 AN0678
 AN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS077787(NAD 83)
 AN0678_MARKER: DB = BENCH MARK DISK
 AN0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0678_SP_SET: CULVERT
 AN0678_STAMPING: Y-123 1933
 AN0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0678
 AN0678  HISTORY     - Date     Condition        Report By
 AN0678  HISTORY     - 1933     MONUMENTED       CGS
 AN0678  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0678
 AN0678                          STATION DESCRIPTION
 AN0678
 AN0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN0678'IN DACOSTA.
 AN0678'ALONG THE TEXAS AND NEW ORLEANS R.R. AT THE CROSSING NEAR DACOSTA
 AN0678'SCHOOL DISTRICT NO. 9 1/2 AND 3 POLES SOUTH OF THE STATION ON THE WEST
 AN0678'SIDE OF THE TRACKS AND THE SOUTH SIDE OF THE CROSS ROAD IN THE NORTH
 AN0678'END OF THE EAST HEADWALL OF 6 FT. CONCRETE BOX HIGHWAY CULVERT.
 AN0678
 AN0678                          STATION RECOVERY (1990)
 AN0678
 AN0678'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0322 ***********************************************************************
 EM0322  DESIGNATION -  Y 123
 EM0322  PID         -  EM0322
 EM0322  STATE/COUNTY-  TX/WILBARGER
 EM0322  USGS QUAD   -  ODELL (1985)
 EM0322
 EM0322                         *CURRENT SURVEY CONTROL
 EM0322  ___________________________________________________________________
 EM0322* NAD 83(1986)-  34 19 24.     (N)    099 24 36.     (W)     SCALED    
 EM0322* NAVD 88     -       420.452  (meters)    1379.43   (feet)  ADJUSTED  
 EM0322  ___________________________________________________________________
 EM0322  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 EM0322  DYNAMIC HT  -         419.983 (meters)    1377.89  (feet)  COMP
 EM0322  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 EM0322
 EM0322  VERT ORDER  -  SECOND    CLASS 0
 EM0322
 EM0322.The horizontal coordinates were scaled from a topographic map and have
 EM0322.an estimated accuracy of +/- 6 seconds.
 EM0322
 EM0322.The orthometric height was determined by differential leveling
 EM0322.and adjusted by the National Geodetic Survey in June 1991..
 EM0322
 EM0322.The geoid height was determined by GEOID03.
 EM0322
 EM0322.The dynamic height is computed by dividing the NAVD 88
 EM0322.geopotential number by the normal gravity value computed on the
 EM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0322.degrees latitude (g = 980.6199 gals.).
 EM0322
 EM0322.The modeled gravity was interpolated from observed gravity values.
 EM0322
 EM0322;                    North         East    Units  Estimated Accuracy
 EM0322;SPC TXNC     - 2,294,990.      516,240.      MT  (+/- 180 meters Scaled)
 EM0322
 EM0322                          SUPERSEDED SURVEY CONTROL
 EM0322
 EM0322  NGVD 29 (??/??/92)  420.302  (m)         1378.94   (f) ADJ UNCH    2 0
 EM0322
 EM0322.Superseded values are not recommended for survey control.
 EM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0322.See file dsdata.txt to determine how the superseded data were derived.
 EM0322
 EM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC622980(NAD 83)
 EM0322_MARKER: DB = BENCH MARK DISK
 EM0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0322_STAMPING: Y 123 1961
 EM0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0322+STABILITY: SURFACE MOTION
 EM0322
 EM0322  HISTORY     - Date     Condition        Report By
 EM0322  HISTORY     - 1961     MONUMENTED       CGS
 EM0322  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0322
 EM0322                          STATION DESCRIPTION
 EM0322
 EM0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0322'1.5 MI S FROM ODELL.
 EM0322'1.5 MILES WEST AND SOUTH ALONG FARM ROAD 91 FROM THE POST OFFICE AT
 EM0322'ODELL, 40 FEET EAST OF THE CENTER OF THE HIGHWAY, 2.5 FEET SOUTH OF A
 EM0322'POWER POLE, 1.5 FEET NORTH OF THE WITNESS POST, 1 FOOT WEST OF THE
 EM0322'FENCE, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 EM0322'GROUND.
 EM0322
 EM0322                          STATION RECOVERY (1984)
 EM0322
 EM0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0679 ***********************************************************************
 AN0679  DESIGNATION -  Y 123 RESET 1959
 AN0679  PID         -  AN0679
 AN0679  STATE/COUNTY-  TX/VICTORIA
 AN0679  USGS QUAD   -  PLACEDO (1995)
 AN0679
 AN0679                         *CURRENT SURVEY CONTROL
 AN0679  ___________________________________________________________________
 AN0679* NAD 83(1986)-  28 43 11.     (N)    096 52 23.     (W)     SCALED    
 AN0679* NAVD 88     -        18.78   (+/-2cm)      61.6    (feet)  VERTCON   
 AN0679  ___________________________________________________________________
 AN0679  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0679
 AN0679  VERT ORDER  -  THIRD (See Below)
 AN0679
 AN0679.The horizontal coordinates were scaled from a topographic map and have
 AN0679.an estimated accuracy of +/- 6 seconds.
 AN0679
 AN0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0679.The vertical order pertains to the NGVD 29 superseded value.
 AN0679
 AN0679.The geoid height was determined by GEOID03.
 AN0679
 AN0679;                    North         East    Units  Estimated Accuracy
 AN0679;SPC TXSC     - 4,100,130.      807,780.      MT  (+/- 180 meters Scaled)
 AN0679
 AN0679                          SUPERSEDED SURVEY CONTROL
 AN0679
 AN0679  NGVD 29 (??/??/??)   18.90   (m)           62.0    (f) RESET       3  
 AN0679
 AN0679.Superseded values are not recommended for survey control.
 AN0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0679.See file dsdata.txt to determine how the superseded data were derived.
 AN0679
 AN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS077787(NAD 83)
 AN0679_MARKER: DB = BENCH MARK DISK
 AN0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0679_STAMPING: Y 123 RESET 1959
 AN0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0679+STABILITY: SURFACE MOTION
 AN0679
 AN0679  HISTORY     - Date     Condition        Report By
 AN0679  HISTORY     - 1959     MONUMENTED       CGS
 AN0679
 AN0679                          STATION DESCRIPTION
 AN0679
 AN0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN0679'IN DACOSTA.
 AN0679'AT THE SOUTH EDGE OF DACOSTA, ACROSS THE T AND N.O.R.R. AND U.S.
 AN0679'HIGHWAY NO.87, EAST FROM THE SCHOOL HOUSE, AT THE CROSSING OF F.M.
 AN0679'ROAD NO.1836.  IT IS 25 YARDS NORTHEAST OF THE CENTERLINE OF THE
 AN0679'TRACKS, 30 YARDS NORTH WEST OF THE CENTERLINE OF FM 1836 AND 10 YARDS
 AN0679'SOUTHWEST OF THE CENTER LINE OF THE BLACKTOP ROAD ALONG THE NORTHEAST
 AN0679'SIDE OF THE TRACKS.  A STANDARD DISK STAMPED Y 123 RESET 1959 IN A
 AN0679'CONCRETE POST PROJECTING ABOUT 4 INCHES, 1 FOOT SOUTH OF A RAILROAD
 AN0679'RAIL POST WHICH MARKS THE RIGHT-OF-WAY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0732 ***********************************************************************
 CD0732  DESIGNATION -  Y 1235
 CD0732  PID         -  CD0732
 CD0732  STATE/COUNTY-  TX/CULBERSON
 CD0732  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0732
 CD0732                         *CURRENT SURVEY CONTROL
 CD0732  ___________________________________________________________________
 CD0732* NAD 83(1986)-  31 49 47.     (N)    104 49 44.     (W)     SCALED    
 CD0732* NAVD 88     -      1376.337  (meters)    4515.53   (feet)  ADJUSTED  
 CD0732  ___________________________________________________________________
 CD0732  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0732  DYNAMIC HT  -        1374.225 (meters)    4508.60  (feet)  COMP
 CD0732  MODELED GRAV-     979,056.8   (mgal)                       NAVD 88
 CD0732
 CD0732  VERT ORDER  -  FIRST     CLASS I
 CD0732
 CD0732.The horizontal coordinates were scaled from a topographic map and have
 CD0732.an estimated accuracy of +/- 6 seconds.
 CD0732
 CD0732.The orthometric height was determined by differential leveling
 CD0732.and adjusted by the National Geodetic Survey in June 1991..
 CD0732
 CD0732.The geoid height was determined by GEOID03.
 CD0732
 CD0732.The dynamic height is computed by dividing the NAVD 88
 CD0732.geopotential number by the normal gravity value computed on the
 CD0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0732.degrees latitude (g = 980.6199 gals.).
 CD0732
 CD0732.The modeled gravity was interpolated from observed gravity values.
 CD0732
 CD0732;                    North         East    Units  Estimated Accuracy
 CD0732;SPC TX C     - 3,248,390.      274,540.      MT  (+/- 180 meters Scaled)
 CD0732
 CD0732                          SUPERSEDED SURVEY CONTROL
 CD0732
 CD0732  NGVD 29 (??/??/92) 1375.755  (m)         4513.62   (f) ADJ UNCH    1 1
 CD0732
 CD0732.Superseded values are not recommended for survey control.
 CD0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0732.See file dsdata.txt to determine how the superseded data were derived.
 CD0732
 CD0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER161215(NAD 83)
 CD0732_MARKER: DB = BENCH MARK DISK
 CD0732_SETTING: 80 = SET IN A BOULDER
 CD0732_SP_SET: BOULDER
 CD0732_STAMPING: Y 1235 1977
 CD0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0732+STABILITY: SURFACE MOTION
 CD0732
 CD0732  HISTORY     - Date     Condition        Report By
 CD0732  HISTORY     - 1977     MONUMENTED       NGS
 CD0732  HISTORY     - 19970915 GOOD             USPSQD
 CD0732
 CD0732                          STATION DESCRIPTION
 CD0732
 CD0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0732'6.65 MI SW FROM PINE SPRINGS.
 CD0732'6.65 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0732'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, SET IN TOP
 CD0732'OF AN EMBEDDED BOULDER, 176.5 FT. WEST OF THE CENTER LINE
 CD0732'OF THE HIGHWAY, 99.5 FT. WEST OF A BOUNDARY FENCE.
 CD0732
 CD0732                          STATION RECOVERY (1997)
 CD0732
 CD0732'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0119 ***********************************************************************
 AW0119  DESIGNATION -  Y 1237
 AW0119  PID         -  AW0119
 AW0119  STATE/COUNTY-  TX/BRAZORIA
 AW0119  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW0119
 AW0119                         *CURRENT SURVEY CONTROL
 AW0119  ___________________________________________________________________
 AW0119* NAD 83(1986)-  29 04 39.     (N)    095 07 34.     (W)     SCALED    
 AW0119* NAVD 88     -         6.21   (+/-2cm)      20.4    (feet)  VERTCON   
 AW0119  ___________________________________________________________________
 AW0119  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AW0119
 AW0119  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0119
 AW0119.The horizontal coordinates were scaled from a topographic map and have
 AW0119.an estimated accuracy of +/- 6 seconds.
 AW0119
 AW0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0119.The vertical order pertains to the NGVD 29 superseded value.
 AW0119
 AW0119.The geoid height was determined by GEOID03.
 AW0119
 AW0119;                    North         East    Units  Estimated Accuracy
 AW0119;SPC TXSC     - 4,144,130.      977,070.      MT  (+/- 180 meters Scaled)
 AW0119
 AW0119                          SUPERSEDED SURVEY CONTROL
 AW0119
 AW0119  NGVD 29 (??/??/92)    6.217  (m)           20.40   (f) ADJ UNCH    1 1
 AW0119
 AW0119.Superseded values are not recommended for survey control.
 AW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0119.See file dsdata.txt to determine how the superseded data were derived.
 AW0119
 AW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN930184(NAD 83)
 AW0119_MARKER: DB = BENCH MARK DISK
 AW0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0119_SP_SET: BRIDGE
 AW0119_STAMPING: Y 1237 1978
 AW0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0119+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 AW0119
 AW0119  HISTORY     - Date     Condition        Report By
 AW0119  HISTORY     - 1978     MONUMENTED       NGS
 AW0119  HISTORY     - 1978     GOOD             NGS
 AW0119  HISTORY     - 1988     GOOD             USPSQD
 AW0119  HISTORY     - 1988     GOOD             USPSQD
 AW0119  HISTORY     - 1988     GOOD             USPSQD
 AW0119  HISTORY     - 1989     GOOD             USPSQD
 AW0119  HISTORY     - 1989     GOOD             USPSQD
 AW0119  HISTORY     - 1990     GOOD             USPSQD
 AW0119  HISTORY     - 19910518 GOOD             USPSQD
 AW0119  HISTORY     - 19960427 GOOD             USPSQD
 AW0119  HISTORY     - 20040209 GOOD             USPSQD
 AW0119
 AW0119                          STATION DESCRIPTION
 AW0119
 AW0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0119'12.3 MI SW FROM JAMAICA BEACH.
 AW0119'12.3 MILES SOUTHWEST ALONG FM 3005 FROM THE JUNCTION OF BUCCANEER
 AW0119'DRIVE IN JAMAICA BEACH, LOCATED AT THE SOUTHWEST END OF THE SAN
 AW0119'LUIS PASS BRIDGE, 15 FT. SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AW0119'5 FT. NORTH OF A SAN LUIS PASS VACEK PLAQUE WHICH IS ATTACHED TO
 AW0119'THE BRIDGE HANDRAIL, SET IN THE SOUTHEAST CURB OF THE BRIDGE.
 AW0119
 AW0119                          STATION RECOVERY (1988)
 AW0119
 AW0119'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0119'RECOVERED IN GOOD CONDITION.
 AW0119
 AW0119                          STATION RECOVERY (1988)
 AW0119
 AW0119'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0119'RECOVERED IN GOOD CONDITION.
 AW0119
 AW0119                          STATION RECOVERY (1988)
 AW0119
 AW0119'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0119'RECOVERED IN GOOD CONDITION.
 AW0119
 AW0119                          STATION RECOVERY (1989)
 AW0119
 AW0119'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0119'RECOVERED IN GOOD CONDITION.
 AW0119
 AW0119                          STATION RECOVERY (1989)
 AW0119
 AW0119'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0119'RECOVERED IN GOOD CONDITION.
 AW0119
 AW0119                          STATION RECOVERY (1990)
 AW0119
 AW0119'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0119'RECOVERED IN GOOD CONDITION.
 AW0119
 AW0119                          STATION RECOVERY (1991)
 AW0119
 AW0119'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0119'RECOVERED IN GOOD CONDITION.
 AW0119
 AW0119                          STATION RECOVERY (1996)
 AW0119
 AW0119'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0119'RECOVERED IN GOOD CONDITION.
 AW0119
 AW0119                          STATION RECOVERY (2004)
 AW0119
 AW0119'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0119'GO TO N 29 04 40.6  W 095 07 35.0
 AW0119'DEGREES MINUTES AND SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1677 ***********************************************************************
 AN1677  DESIGNATION -  Y 124
 AN1677  PID         -  AN1677
 AN1677  STATE/COUNTY-  TX/KARNES
 AN1677  USGS QUAD   -  RUNGE (1987)
 AN1677
 AN1677                         *CURRENT SURVEY CONTROL
 AN1677  ___________________________________________________________________
 AN1677* NAD 83(1986)-  28 52 59.     (N)    097 42 45.     (W)     SCALED    
 AN1677* NAVD 88     -        96.12   (+/-2cm)     315.4    (feet)  VERTCON   
 AN1677  ___________________________________________________________________
 AN1677  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN1677
 AN1677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1677
 AN1677.The horizontal coordinates were scaled from a topographic map and have
 AN1677.an estimated accuracy of +/- 6 seconds.
 AN1677
 AN1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1677.The vertical order pertains to the NGVD 29 superseded value.
 AN1677
 AN1677.The geoid height was determined by GEOID03.
 AN1677
 AN1677;                    North         East    Units  Estimated Accuracy
 AN1677;SPC TXSC     - 4,117,030.      725,580.      MT  (+/- 180 meters Scaled)
 AN1677
 AN1677                          SUPERSEDED SURVEY CONTROL
 AN1677
 AN1677  NGVD 29 (??/??/92)   96.104  (m)          315.30   (f) ADJ UNCH    2 0
 AN1677
 AN1677.Superseded values are not recommended for survey control.
 AN1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1677.See file dsdata.txt to determine how the superseded data were derived.
 AN1677
 AN1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS255957(NAD 83)
 AN1677_MARKER: DB = BENCH MARK DISK
 AN1677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1677_SP_SET: PILLAR
 AN1677_STAMPING: Y 124 1933
 AN1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1677
 AN1677  HISTORY     - Date     Condition        Report By
 AN1677  HISTORY     - 1933     MONUMENTED       CGS
 AN1677
 AN1677                          STATION DESCRIPTION
 AN1677
 AN1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1677'IN RUNGE.
 AN1677'AT RUNGE, KARNES COUNTY, AT THE FIRST STATE BANK, 3.2 FEET NORTHWEST
 AN1677'OF THE EAST CORNER OF THE BUILDING, IN THE CENTER OF THE SOUTHEAST
 AN1677'FACE OF A BRICK AND STONE PILLAR, AND 5 FEET ABOVE THE CONCRETE WALK.
 AN1677'A STANDARD DISK, STAMPED Y 124 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1641 ***********************************************************************
 AW1641  DESIGNATION -  Y 1241
 AW1641  PID         -  AW1641
 AW1641  STATE/COUNTY-  TX/GALVESTON
 AW1641  USGS QUAD   -  GALVESTON (1994)
 AW1641
 AW1641                         *CURRENT SURVEY CONTROL
 AW1641  ___________________________________________________________________
 AW1641* NAD 83(1986)-  29 22 28.     (N)    094 50 16.     (W)     SCALED    
 AW1641* NAVD 88     -         1.81   (+/-2cm)       5.9    (feet)  VERTCON   
 AW1641  ___________________________________________________________________
 AW1641  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW1641  OBS GRAVITY -     979,266.0   (mgal)                       GRAV_OBS
 AW1641
 AW1641  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1641
 AW1641.The horizontal coordinates were scaled from a topographic map and have
 AW1641.an estimated accuracy of +/- 6 seconds.
 AW1641
 AW1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1641.The vertical order pertains to the NGVD 29 superseded value.
 AW1641
 AW1641.The geoid height was determined by GEOID03.
 AW1641.The observed gravity was obtained from relative gravimeter ties
 AW1641.to the IGSN71 gravity network.
 AW1641
 AW1641;                    North         East    Units  Estimated Accuracy
 AW1641;SPC TXSC     - 4,177,990.    1,003,950.      MT  (+/- 180 meters Scaled)
 AW1641
 AW1641                          SUPERSEDED SURVEY CONTROL
 AW1641
 AW1641  NGVD 29 (??/??/92)    1.812  (m)            5.94   (f) ADJ UNCH    1 2
 AW1641
 AW1641.Superseded values are not recommended for survey control.
 AW1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1641.See file dsdata.txt to determine how the superseded data were derived.
 AW1641
 AW1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN216508(NAD 83)
 AW1641_MARKER: DB = BENCH MARK DISK
 AW1641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1641_SP_SET: GRANITE BOULDER
 AW1641_STAMPING: Y 1241 1978
 AW1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1641
 AW1641  HISTORY     - Date     Condition        Report By
 AW1641  HISTORY     - 1978     MONUMENTED       NGS
 AW1641  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1641  HISTORY     - 19890614 MARK NOT FOUND   USPSQD
 AW1641  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1641
 AW1641                          STATION DESCRIPTION
 AW1641
 AW1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1641'4.5 MI EAST FROM TEXAS CITY.
 AW1641'ABOUT 0.3 MILE NORTH ALONG LOOP 197 (6TH STREET NORTH) FROM THE POST
 AW1641'OFFICE AT TEXAS CITY, THENCE 0.5 MILE EAST ALONG EIGHTH  AVENUE NORTH,
 AW1641'THENCE 3.7 MILES EAST ALONG THE TEXAS CITY DIKE.  35.5 FEET SOUTH
 AW1641'OF THE CENTERLINE OF A PAVED ROAD ON THE DIKE, 60.5 FEET SOUTH OF
 AW1641'AND ACROSS THE ROAD FROM POWER POLE 42, 6 FEET EAST OF A METAL
 AW1641'WITNESS POST.
 AW1641'SET IN THE TOP OF A FLAT 4X5 GRANITE BOULDER IN RIP-RAP OF DIKE,
 AW1641'ABOUT 2.2 FEET ABOVE THE LEVEL OF THE GROUND, AND 1 FOOT BELOW THE
 AW1641'LEVEL OF THE ROAD.
 AW1641'NOTE=THIS MARK WAS SET IN THE SAME HOLE AS DESTROYED BM F 1187,
 AW1641'IT WAS REDRILLED.
 AW1641
 AW1641                          STATION RECOVERY (1989)
 AW1641
 AW1641'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1641'MARK NOT FOUND.
 AW1641
 AW1641                          STATION RECOVERY (1989)
 AW1641
 AW1641'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW1641'MARK NOT FOUND.
 AW1641
 AW1641                          STATION RECOVERY (1990)
 AW1641
 AW1641'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 AW1641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1394 ***********************************************************************
 AW1394  DESIGNATION -  Y 1242
 AW1394  PID         -  AW1394
 AW1394  STATE/COUNTY-  TX/GALVESTON
 AW1394  USGS QUAD   -  HIGH ISLAND (1994)
 AW1394
 AW1394                         *CURRENT SURVEY CONTROL
 AW1394  ___________________________________________________________________
 AW1394* NAD 83(1986)-  29 36 17.     (N)    094 23 05.     (W)     SCALED    
 AW1394* NAVD 88     -         5.30   (+/-2cm)      17.4    (feet)  VERTCON   
 AW1394  ___________________________________________________________________
 AW1394  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW1394
 AW1394  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1394
 AW1394.The horizontal coordinates were scaled from a topographic map and have
 AW1394.an estimated accuracy of +/- 6 seconds.
 AW1394
 AW1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1394.The vertical order pertains to the NGVD 29 superseded value.
 AW1394
 AW1394.The geoid height was determined by GEOID03.
 AW1394
 AW1394;                    North         East    Units  Estimated Accuracy
 AW1394;SPC TXSC     - 4,205,140.    1,046,890.      MT  (+/- 180 meters Scaled)
 AW1394
 AW1394                          SUPERSEDED SURVEY CONTROL
 AW1394
 AW1394  NGVD 29 (??/??/92)    5.299  (m)           17.39   (f) ADJ UNCH    1 2
 AW1394
 AW1394.Superseded values are not recommended for survey control.
 AW1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1394.See file dsdata.txt to determine how the superseded data were derived.
 AW1394
 AW1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN659757(NAD 83)
 AW1394_MARKER: DB = BENCH MARK DISK
 AW1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1394_SP_SET: BRIDGE
 AW1394_STAMPING: Y 1242 1978
 AW1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1394+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW1394
 AW1394  HISTORY     - Date     Condition        Report By
 AW1394  HISTORY     - 1978     MONUMENTED       NGS
 AW1394  HISTORY     - 1990     GOOD             USPSQD
 AW1394  HISTORY     - 19950821 GOOD             USPSQD
 AW1394  HISTORY     - 20010411 GOOD             USPSQD
 AW1394  HISTORY     - 20020724 GOOD             USPSQD
 AW1394  HISTORY     - 20031104 GOOD             USPSQD
 AW1394  HISTORY     - 20050310 GOOD             USPSQD
 AW1394
 AW1394                          STATION DESCRIPTION
 AW1394
 AW1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1394'2.9 MI NORTH FROM HIGH ISLAND.
 AW1394'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST
 AW1394'OFFICE AT HIGH ISLAND, SET IN TOP OF THE CONCRETE GUARD RAIL OF
 AW1394'THE NORTHEAST END OF BRIDGE OVER INTERCOASTAL WATERWAY, 28 FEET
 AW1394'EAST OF THE CENTERLINE OF HIGHWAY, 1 FOOT SOUTH OF A 3 FOOT
 AW1394'CONCRETE DRAIN FOR BRIDGE, 1 FOOT SOUTH OF A GUARD RAIL POST, AND
 AW1394'0.5 FOOT EAST OF A STEEL GUARD RAIL.
 AW1394
 AW1394                          STATION RECOVERY (1990)
 AW1394
 AW1394'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW1394'RECOVERED IN GOOD CONDITION.
 AW1394
 AW1394                          STATION RECOVERY (1995)
 AW1394
 AW1394'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1394'RECOVERED IN GOOD CONDITION.
 AW1394
 AW1394                          STATION RECOVERY (2001)
 AW1394
 AW1394'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1394'RECOVERED IN GOOD CONDITION.
 AW1394
 AW1394                          STATION RECOVERY (2002)
 AW1394
 AW1394'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1394'RECOVERED IN GOOD CONDITION.
 AW1394
 AW1394                          STATION RECOVERY (2003)
 AW1394
 AW1394'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1394'RECOVERED IN GOOD CONDITION.
 AW1394
 AW1394                          STATION RECOVERY (2005)
 AW1394
 AW1394'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1271 ***********************************************************************
 AW1271  DESIGNATION -  Y 1243
 AW1271  PID         -  AW1271
 AW1271  STATE/COUNTY-  TX/HARRIS
 AW1271  USGS QUAD   -  LA PORTE (1982)
 AW1271
 AW1271                         *CURRENT SURVEY CONTROL
 AW1271  ___________________________________________________________________
 AW1271* NAD 83(1986)-  29 39 50.     (N)    095 06 21.     (W)     SCALED    
 AW1271* NAVD 88     -         7.062  (meters)      23.17   (feet)  ADJUSTED  
 AW1271  ___________________________________________________________________
 AW1271  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1271  DYNAMIC HT  -           7.053 (meters)      23.14  (feet)  COMP
 AW1271  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 AW1271
 AW1271  VERT ORDER  -  FIRST     CLASS II
 AW1271
 AW1271.The horizontal coordinates were scaled from a topographic map and have
 AW1271.an estimated accuracy of +/- 6 seconds.
 AW1271
 AW1271.The orthometric height was determined by differential leveling
 AW1271.and adjusted by the National Geodetic Survey in June 1991..
 AW1271
 AW1271.The geoid height was determined by GEOID03.
 AW1271
 AW1271.The dynamic height is computed by dividing the NAVD 88
 AW1271.geopotential number by the normal gravity value computed on the
 AW1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1271.degrees latitude (g = 980.6199 gals.).
 AW1271
 AW1271.The modeled gravity was interpolated from observed gravity values.
 AW1271
 AW1271;                    North         East    Units  Estimated Accuracy
 AW1271;SPC TXSC     - 4,209,150.      976,880.      MT  (+/- 180 meters Scaled)
 AW1271
 AW1271                          SUPERSEDED SURVEY CONTROL
 AW1271
 AW1271  NGVD 29 (12/23/87)    7.059  (m)           23.16   (f) ADJUSTED    1 2
 AW1271
 AW1271.Superseded values are not recommended for survey control.
 AW1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1271.See file dsdata.txt to determine how the superseded data were derived.
 AW1271
 AW1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN961833(NAD 83)
 AW1271_MARKER: DB = BENCH MARK DISK
 AW1271_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1271_SP_SET: WALKWAY OF BRIDGE OVER ABUTMEN
 AW1271_STAMPING: Y 1243 1978
 AW1271_MARK LOGO: NGS   
 AW1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1271+STABILITY: SURFACE MOTION
 AW1271
 AW1271  HISTORY     - Date     Condition        Report By
 AW1271  HISTORY     - 1978     MONUMENTED       NGS
 AW1271  HISTORY     - 1986     GOOD             NGS
 AW1271  HISTORY     - 1987     GOOD             USPSQD
 AW1271  HISTORY     - 1987     GOOD             USPSQD
 AW1271  HISTORY     - 1988     GOOD             USPSQD
 AW1271  HISTORY     - 1988     GOOD             USPSQD
 AW1271  HISTORY     - 1988     GOOD             USPSQD
 AW1271  HISTORY     - 1988     GOOD             USPSQD
 AW1271  HISTORY     - 1989     GOOD             USPSQD
 AW1271  HISTORY     - 1989     GOOD             USPSQD
 AW1271  HISTORY     - 1989     GOOD             USPSQD
 AW1271  HISTORY     - 1989     GOOD             USPSQD
 AW1271  HISTORY     - 1989     GOOD             USPSQD
 AW1271  HISTORY     - 1989     GOOD             USPSQD
 AW1271  HISTORY     - 1989     GOOD             USPSQD
 AW1271  HISTORY     - 19890120 GOOD             USPSQD
 AW1271  HISTORY     - 1990     GOOD             USPSQD
 AW1271  HISTORY     - 19910202 GOOD             USPSQD
 AW1271  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1271
 AW1271                          STATION DESCRIPTION
 AW1271
 AW1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1271'5.6 MI NW FROM LA PORTE.
 AW1271'ABOUT 1.2 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1271'ELEMENTARY SCHOOL IN LA PORTE, AND THENCE 4.4 MILES WEST ALONG
 AW1271'SPENCER HIGHWAY.   A NEW CONCRETE HIGHWAY BRIDGE NEAR THE SOUTHWEST
 AW1271'CORNER OF THE GRANDVIEW MEMORIAL PARK.  45 FEET NORTHEAST OF A
 AW1271'POWER POLE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 AW1271'NORTH OF A GUARD RAIL, AND 1 FOOT EAST OF THE WEST END OF THE BRIDGE.
 AW1271
 AW1271                          STATION RECOVERY (1986)
 AW1271
 AW1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1987)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1987)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1988)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1988)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1988)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1988)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1989)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1989)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1989)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1989)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1989)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1989)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1989)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1989)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1990)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1991)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1271'RECOVERED IN GOOD CONDITION.
 AW1271
 AW1271                          STATION RECOVERY (1994)
 AW1271
 AW1271'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1051 ***********************************************************************
 AW1051  DESIGNATION -  Y 1244
 AW1051  PID         -  AW1051
 AW1051  STATE/COUNTY-  TX/GALVESTON
 AW1051  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1051
 AW1051                         *CURRENT SURVEY CONTROL
 AW1051  ___________________________________________________________________
 AW1051* NAD 83(1986)-  29 22 22.     (N)    094 54 33.     (W)     SCALED    
 AW1051* NAVD 88     -         1.274  (meters)       4.18   (feet)  ADJUSTED  
 AW1051  ___________________________________________________________________
 AW1051  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1051  DYNAMIC HT  -           1.272 (meters)       4.17  (feet)  COMP
 AW1051  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 AW1051
 AW1051  VERT ORDER  -  FIRST     CLASS II
 AW1051
 AW1051.The horizontal coordinates were scaled from a topographic map and have
 AW1051.an estimated accuracy of +/- 6 seconds.
 AW1051
 AW1051.The orthometric height was determined by differential leveling
 AW1051.and adjusted by the National Geodetic Survey in June 1991..
 AW1051
 AW1051.The geoid height was determined by GEOID03.
 AW1051
 AW1051.The dynamic height is computed by dividing the NAVD 88
 AW1051.geopotential number by the normal gravity value computed on the
 AW1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1051.degrees latitude (g = 980.6199 gals.).
 AW1051
 AW1051.The modeled gravity was interpolated from observed gravity values.
 AW1051
 AW1051;                    North         East    Units  Estimated Accuracy
 AW1051;SPC TXSC     - 4,177,560.      997,030.      MT  (+/- 180 meters Scaled)
 AW1051
 AW1051                          SUPERSEDED SURVEY CONTROL
 AW1051
 AW1051  NGVD 29 (12/23/87)    1.271  (m)            4.17   (f) ADJUSTED    1 2
 AW1051
 AW1051.Superseded values are not recommended for survey control.
 AW1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1051.See file dsdata.txt to determine how the superseded data were derived.
 AW1051
 AW1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN147508(NAD 83)
 AW1051_MARKER: DB = BENCH MARK DISK
 AW1051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1051_SP_SET: HEADWALL
 AW1051_STAMPING: Y 1244 1978
 AW1051_MARK LOGO: NGS   
 AW1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1051+STABILITY: SURFACE MOTION
 AW1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1051+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1051
 AW1051  HISTORY     - Date     Condition        Report By
 AW1051  HISTORY     - 1978     MONUMENTED       NGS
 AW1051  HISTORY     - 1983     GOOD             NGS
 AW1051  HISTORY     - 1987     GOOD             NGS
 AW1051  HISTORY     - 19910216 GOOD             USPSQD
 AW1051  HISTORY     - 19940407 GOOD             USPSQD
 AW1051  HISTORY     - 20031216 GOOD             USPSQD
 AW1051  HISTORY     - 20050607 GOOD             USPSQD
 AW1051
 AW1051                          STATION DESCRIPTION
 AW1051
 AW1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1051'1.2 MI SOUTH FROM TEXAS CITY.
 AW1051'ABOUT 1.2 MILES SOUTH AND SOUTHWEST ALONG LOOP 197 (6TH STREET) FROM
 AW1051'THE POST OFFICE AT TEXAS CITY, SET IN THE WEST END OF CONRETE
 AW1051'HEADWALL AT GATE NUMBER 1 OF THE MARATON OIL COMPANY 78 FEET NORTHWEST
 AW1051'OF THE CENTERLINE OF LOOP 197, 42 FEET NORTH OF A POWER POLE WITH
 AW1051'LIGHT, 33 FEET EAST OF EAST RAIL OF SPUR TRACK TO OIL COMPANY,
 AW1051'27 FEET WEST OF THE SOUTHEAST CORNER OF A BRICK GUARD SHACK AT
 AW1051'GATE 1, AND 21 FEET NORTH OF THE CENTER OF A PAVED ROAD AT GATE
 AW1051'1.
 AW1051
 AW1051                          STATION RECOVERY (1983)
 AW1051
 AW1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1051'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1051'WHITNEY BUILDING.
 AW1051
 AW1051                          STATION RECOVERY (1987)
 AW1051
 AW1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1051'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.0 KM (1.85
 AW1051'MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH FARM ROAD
 AW1051'1765 IN LA MARQUE, THENCE 3.3 KM (2.05 MI) EAST AND NORTHEAST ALONG
 AW1051'FARM ROAD 519, THENCE 1.4 KM (0.85 MI) NORTHEAST ALONG LOOP 197.
 AW1051
 AW1051                          STATION RECOVERY (1991)
 AW1051
 AW1051'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1051'RECOVERED IN GOOD CONDITION.
 AW1051
 AW1051                          STATION RECOVERY (1994)
 AW1051
 AW1051'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1051'RECOVERED IN GOOD CONDITION.
 AW1051
 AW1051                          STATION RECOVERY (2003)
 AW1051
 AW1051'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1051'RECOVERED IN GOOD CONDITION.
 AW1051
 AW1051                          STATION RECOVERY (2005)
 AW1051
 AW1051'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1051'MARK FOUND INSIDE THE FENCE OF MARATON ASHLAND CO.  ID REQUIRED TO
 AW1051'ENTER AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1005 ***********************************************************************
 AW1005  DESIGNATION -  Y 1245
 AW1005  PID         -  AW1005
 AW1005  STATE/COUNTY-  TX/HARRIS
 AW1005  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1005
 AW1005                         *CURRENT SURVEY CONTROL
 AW1005  ___________________________________________________________________
 AW1005* NAD 83(1986)-  29 31 39.     (N)    095 10 54.     (W)     SCALED    
 AW1005* NAVD 88     -         8.139  (meters)      26.70   (feet)  ADJUSTED  
 AW1005  ___________________________________________________________________
 AW1005  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1005  DYNAMIC HT  -           8.128 (meters)      26.67  (feet)  COMP
 AW1005  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 AW1005
 AW1005  VERT ORDER  -  FIRST     CLASS II
 AW1005
 AW1005.The horizontal coordinates were scaled from a topographic map and have
 AW1005.an estimated accuracy of +/- 6 seconds.
 AW1005
 AW1005.The orthometric height was determined by differential leveling
 AW1005.and adjusted by the National Geodetic Survey in June 1991..
 AW1005
 AW1005.The geoid height was determined by GEOID03.
 AW1005
 AW1005.The dynamic height is computed by dividing the NAVD 88
 AW1005.geopotential number by the normal gravity value computed on the
 AW1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1005.degrees latitude (g = 980.6199 gals.).
 AW1005
 AW1005.The modeled gravity was interpolated from observed gravity values.
 AW1005
 AW1005;                    North         East    Units  Estimated Accuracy
 AW1005;SPC TXSC     - 4,193,800.      970,040.      MT  (+/- 180 meters Scaled)
 AW1005
 AW1005                          SUPERSEDED SURVEY CONTROL
 AW1005
 AW1005  NGVD 29 (12/23/87)    8.136  (m)           26.69   (f) ADJUSTED    1 2
 AW1005
 AW1005.Superseded values are not recommended for survey control.
 AW1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1005.See file dsdata.txt to determine how the superseded data were derived.
 AW1005
 AW1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN885684(NAD 83)
 AW1005_MARKER: DB = BENCH MARK DISK
 AW1005_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1005_SP_SET: STAINLESS STEEL ROD
 AW1005_STAMPING: Y 1245 1978
 AW1005_MARK LOGO: NGS   
 AW1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1005
 AW1005  HISTORY     - Date     Condition        Report By
 AW1005  HISTORY     - 1978     MONUMENTED       NGS
 AW1005  HISTORY     - 1987     GOOD             USPSQD
 AW1005  HISTORY     - 1987     GOOD             USPSQD
 AW1005  HISTORY     - 1987     GOOD             USPSQD
 AW1005  HISTORY     - 1987     GOOD             USPSQD
 AW1005  HISTORY     - 1987     GOOD             USPSQD
 AW1005  HISTORY     - 1987     GOOD             USPSQD
 AW1005  HISTORY     - 1987     GOOD             USPSQD
 AW1005  HISTORY     - 1987     GOOD             USPSQD
 AW1005  HISTORY     - 1987     GOOD             USPSQD
 AW1005  HISTORY     - 1987     GOOD             USPSQD
 AW1005  HISTORY     - 1987     GOOD             NGS
 AW1005  HISTORY     - 1988     GOOD             USPSQD
 AW1005  HISTORY     - 1988     GOOD             USPSQD
 AW1005  HISTORY     - 1988     GOOD             USPSQD
 AW1005  HISTORY     - 1988     GOOD             USPSQD
 AW1005  HISTORY     - 1988     GOOD             USPSQD
 AW1005  HISTORY     - 1988     GOOD             USPSQD
 AW1005  HISTORY     - 1988     GOOD             USPSQD
 AW1005  HISTORY     - 1988     GOOD             USPSQD
 AW1005  HISTORY     - 1988     GOOD             USPSQD
 AW1005  HISTORY     - 1988     GOOD             USPSQD
 AW1005  HISTORY     - 1989     GOOD             USPSQD
 AW1005  HISTORY     - 1989     GOOD             USPSQD
 AW1005  HISTORY     - 19910216 GOOD             USPSQD
 AW1005  HISTORY     - 19970816 GOOD             USPSQD
 AW1005  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1005  HISTORY     - 20000311 GOOD             USPSQD
 AW1005
 AW1005                          STATION DESCRIPTION
 AW1005
 AW1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1005'5.0 MI WEST FROM WEBSTER.
 AW1005'ABOUT 0.5 MILE SOUTHWEST ALONG FARM ROAD 528 FROM THE JUNCTION OF
 AW1005'STATE HIGHWAY 3 AT WEBSTER, THENCE 1.0 MILE NORTHWEST ALONG NORTH
 AW1005'TEXAS AVENUE, AND THENCE 3.5 MILES SOUTHWEST ALONG BAY AREA BOULEVARD
 AW1005'(FRIENDSWOOD LINK ROAD).  165 FEET SOUTHWEST OF THE CENTERLINE OF
 AW1005'DAVID GLEN STREET, 36 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 AW1005'16 FEET NORTHWEST OF A BOARD FENCE, AND 1 FOOT SOUTHEAST OF POWER
 AW1005'POLE NUMBER 6944.
 AW1005
 AW1005                          STATION RECOVERY (1987)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1987)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1987)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1987)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1987)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1987)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1987)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1987)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1987)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1987)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1987)
 AW1005
 AW1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1005'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1005'EXCEPT THE STREET MENTIONED THEREIN IS DAVID GLEN DRIVE AND MARK IS
 AW1005'NORTHEAST OF THE MENTIONED UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 AW1005'IS HAD THROUGH A 5-INCH LOGO CAP.
 AW1005'THE MARK IS 0.27 METERS  SSW FROM  A WITNESS POST
 AW1005
 AW1005                          STATION RECOVERY (1988)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1988)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1988)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1988)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1988)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1988)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1988)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1988)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1988)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1988)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1989)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1989)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1991)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1997)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1005'RECOVERED IN GOOD CONDITION.
 AW1005
 AW1005                          STATION RECOVERY (1999)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1005'MARK NOT FOUND.
 AW1005
 AW1005                          STATION RECOVERY (2000)
 AW1005
 AW1005'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0414 ***********************************************************************
 AW0414  DESIGNATION -  Y 1246
 AW0414  PID         -  AW0414
 AW0414  STATE/COUNTY-  TX/HARRIS
 AW0414  USGS QUAD   -  HIGHLANDS (1995)
 AW0414
 AW0414                         *CURRENT SURVEY CONTROL
 AW0414  ___________________________________________________________________
 AW0414* NAD 83(1986)-  29 50 31.     (N)    095 01 42.     (W)     SCALED    
 AW0414* NAVD 88     -        13.052  (meters)      42.82   (feet)  ADJUSTED  
 AW0414  ___________________________________________________________________
 AW0414  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0414  DYNAMIC HT  -          13.035 (meters)      42.77  (feet)  COMP
 AW0414  MODELED GRAV-     979,294.4   (mgal)                       NAVD 88
 AW0414
 AW0414  VERT ORDER  -  FIRST     CLASS II
 AW0414
 AW0414.The horizontal coordinates were scaled from a topographic map and have
 AW0414.an estimated accuracy of +/- 6 seconds.
 AW0414
 AW0414.The orthometric height was determined by differential leveling
 AW0414.and adjusted by the National Geodetic Survey in June 1991..
 AW0414
 AW0414.The geoid height was determined by GEOID03.
 AW0414
 AW0414.The dynamic height is computed by dividing the NAVD 88
 AW0414.geopotential number by the normal gravity value computed on the
 AW0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0414.degrees latitude (g = 980.6199 gals.).
 AW0414
 AW0414.The modeled gravity was interpolated from observed gravity values.
 AW0414
 AW0414;                    North         East    Units  Estimated Accuracy
 AW0414;SPC TXSC     - 4,229,130.      983,710.      MT  (+/- 180 meters Scaled)
 AW0414
 AW0414                          SUPERSEDED SURVEY CONTROL
 AW0414
 AW0414  NGVD 29 (12/23/87)   13.050  (m)           42.81   (f) ADJUSTED    1 2
 AW0414
 AW0414.Superseded values are not recommended for survey control.
 AW0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0414.See file dsdata.txt to determine how the superseded data were derived.
 AW0414
 AW0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP040029(NAD 83)
 AW0414_MARKER: DB = BENCH MARK DISK
 AW0414_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0414_SP_SET: COPPER-CLAD STEEL ROD
 AW0414_STAMPING: Y 1246 1978
 AW0414_MARK LOGO: NGS   
 AW0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0414
 AW0414  HISTORY     - Date     Condition        Report By
 AW0414  HISTORY     - 1978     MONUMENTED       NGS
 AW0414  HISTORY     - 1986     GOOD             NGS
 AW0414  HISTORY     - 19940818 GOOD             USPSQD
 AW0414
 AW0414                          STATION DESCRIPTION
 AW0414
 AW0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0414'3.4 MI NE FROM HIGHLANDS.
 AW0414'ABOUT 1.7 MILES NORTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST
 AW0414'OFFICE AT HIGHLANDS, AND THENCE 1.7 MILES EAST ALONG BARBERS HILL
 AW0414'ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 15 FEET WEST OF
 AW0414'THE EXTENDED CENTERLINE OF SRALLA LEADING NORTH, 16.5 FEET EAST OF
 AW0414'POWER POLE NUMBER K14T-30T, AND 1 FOOT NORTH OF A FENCE.  NOTE=A
 AW0414'NEW DISK WAS CRIMPED ON TOP OF THIS ROD.
 AW0414
 AW0414                          STATION RECOVERY (1986)
 AW0414
 AW0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0414'RECOVERED IN GOOD CONDITION.
 AW0414
 AW0414                          STATION RECOVERY (1994)
 AW0414
 AW0414'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0729 ***********************************************************************
 AW0729  DESIGNATION -  Y 1247
 AW0729  PID         -  AW0729
 AW0729  STATE/COUNTY-  TX/CHAMBERS
 AW0729  USGS QUAD   -  MONT BELVIEU (1994)
 AW0729
 AW0729                         *CURRENT SURVEY CONTROL
 AW0729  ___________________________________________________________________
 AW0729* NAD 83(1986)-  29 52 01.     (N)    094 55 08.     (W)     SCALED    
 AW0729* NAVD 88     -        12.39   (+/-2cm)      40.6    (feet)  VERTCON   
 AW0729  ___________________________________________________________________
 AW0729  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW0729
 AW0729  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0729
 AW0729.The horizontal coordinates were scaled from a topographic map and have
 AW0729.an estimated accuracy of +/- 6 seconds.
 AW0729
 AW0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0729.The vertical order pertains to the NGVD 29 superseded value.
 AW0729
 AW0729.The geoid height was determined by GEOID03.
 AW0729
 AW0729;                    North         East    Units  Estimated Accuracy
 AW0729;SPC TXSC     - 4,232,260.      994,180.      MT  (+/- 180 meters Scaled)
 AW0729
 AW0729                          SUPERSEDED SURVEY CONTROL
 AW0729
 AW0729  NGVD 29 (??/??/92)   12.394  (m)           40.66   (f) ADJ UNCH    1 2
 AW0729
 AW0729.Superseded values are not recommended for survey control.
 AW0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0729.See file dsdata.txt to determine how the superseded data were derived.
 AW0729
 AW0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP146055(NAD 83)
 AW0729_MARKER: DB = BENCH MARK DISK
 AW0729_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0729_SP_SET: GALVANIZED STEEL ROD
 AW0729_STAMPING: Y 1247 1978
 AW0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0729
 AW0729  HISTORY     - Date     Condition        Report By
 AW0729  HISTORY     - 1978     MONUMENTED       NGS
 AW0729  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0729  HISTORY     - 19960911 MARK NOT FOUND   USPSQD
 AW0729  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW0729
 AW0729                          STATION DESCRIPTION
 AW0729
 AW0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0729'2.6 MI NW FROM MONT BELVIEU.
 AW0729'0.4 MILES NORTHWEST ALONG LOOP 207 FROM THE METHODIST CHURCH AT
 AW0729'MONT BELVIEU, THENCE 1.3 MILES WEST ALONG FARM ROAD 1942, THENCE
 AW0729'0.9 MILE NORTH ALONG A SHELL ROAD AT THE T-JUNCTION
 AW0729'OF ROAD LEADING WEST AND THE CROSSING OF DITCH,
 AW0729'40.6 FEET EAST OF THE CENTERLINE ROAD, 2.3 FEET SOUTHEAST OF
 AW0729'WITNESS POST, AND 2.0 FEET EAST OF POWERLINE POLE.
 AW0729
 AW0729                          STATION RECOVERY (1990)
 AW0729
 AW0729'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0729'MARK NOT FOUND.
 AW0729
 AW0729                          STATION RECOVERY (1996)
 AW0729
 AW0729'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0729'MARK NOT FOUND.
 AW0729
 AW0729                          STATION RECOVERY (2001)
 AW0729
 AW0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1822 ***********************************************************************
 BL1822  DESIGNATION -  Y 1248
 BL1822  PID         -  BL1822
 BL1822  STATE/COUNTY-  TX/LIBERTY
 BL1822  USGS QUAD   -  HUFFMAN (1980)
 BL1822
 BL1822                         *CURRENT SURVEY CONTROL
 BL1822  ___________________________________________________________________
 BL1822* NAD 83(1986)-  30 02 45.     (N)    095 00 43.     (W)     SCALED    
 BL1822* NAVD 88     -        22.79   (+/-2cm)      74.8    (feet)  VERTCON   
 BL1822  ___________________________________________________________________
 BL1822  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1822
 BL1822  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1822
 BL1822.The horizontal coordinates were scaled from a topographic map and have
 BL1822.an estimated accuracy of +/- 6 seconds.
 BL1822
 BL1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1822.The vertical order pertains to the NGVD 29 superseded value.
 BL1822
 BL1822.The geoid height was determined by GEOID03.
 BL1822
 BL1822;                    North         East    Units  Estimated Accuracy
 BL1822;SPC TX C     - 3,054,310.    1,213,020.      MT  (+/- 180 meters Scaled)
 BL1822
 BL1822                          SUPERSEDED SURVEY CONTROL
 BL1822
 BL1822  NGVD 29 (??/??/92)   22.792  (m)           74.78   (f) ADJ UNCH    1 2
 BL1822
 BL1822.Superseded values are not recommended for survey control.
 BL1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1822.See file dsdata.txt to determine how the superseded data were derived.
 BL1822
 BL1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP060255(NAD 83)
 BL1822_MARKER: DB = BENCH MARK DISK
 BL1822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1822_SP_SET: HEADWALL
 BL1822_STAMPING: Y 1248 1978
 BL1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1822
 BL1822  HISTORY     - Date     Condition        Report By
 BL1822  HISTORY     - 1978     MONUMENTED       NGS
 BL1822  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1822
 BL1822                          STATION DESCRIPTION
 BL1822
 BL1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1822'7.2 MI WEST FROM DAYTON.
 BL1822'7.2 MILES WEST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1822'HIGHWAY 321 AT DAYTON AND SET IN TOP OF THE EAST END OF THE
 BL1822'NORTH HEADWALL OF A TRIPLE BOX CULVERT, AT THE NORTHEAST CORNER
 BL1822'OF THE INTERSECTION OF FARM ROAD 1960 AND A PAVED ROAD CROSSING
 BL1822'THE HIGHWAY.  117 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD
 BL1822'LEADING NORTH, 20 FEET NORTH OF THE CENTERLINE OF FARM ROAD 1960
 BL1822'AND 1 FOOT WEST OF THE EAST END OF THE HEADWALL.
 BL1822
 BL1822                          STATION RECOVERY (2004)
 BL1822
 BL1822'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0938 ***********************************************************************
 AW0938  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0938  DESIGNATION -  Y 1249
 AW0938  PID         -  AW0938
 AW0938  STATE/COUNTY-  TX/HARRIS
 AW0938  USGS QUAD   -  HIGHLANDS (1995)
 AW0938
 AW0938                         *CURRENT SURVEY CONTROL
 AW0938  ___________________________________________________________________
 AW0938* NAD 83(1993)-  29 47 26.10050(N)    095 03 26.96593(W)     ADJUSTED  
 AW0938* NAVD 88     -        12.37   (meters)      40.6    (feet)  GPS OBS   
 AW0938  ___________________________________________________________________
 AW0938  X           -    -488,363.846 (meters)                     COMP
 AW0938  Y           -  -5,518,246.023 (meters)                     COMP
 AW0938  Z           -   3,150,241.288 (meters)                     COMP
 AW0938  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW0938  ELLIP HEIGHT-         -14.89  (meters)          (12/03/01) GPS OBS
 AW0938  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0938  DYNAMIC HT  -          12.35  (meters)      40.5   (feet)  COMP
 AW0938  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 AW0938
 AW0938  HORZ ORDER  -  FIRST
 AW0938  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0938  ELLP ORDER  -  FOURTH    CLASS II
 AW0938
 AW0938.The horizontal coordinates were established by GPS observations
 AW0938.and adjusted by the National Geodetic Survey in December 2001..
 AW0938
 AW0938.The orthometric height was determined by GPS observations and a
 AW0938.high-resolution geoid model using precise GPS observation and
 AW0938.processing techniques. It supersedes the leveled height previously
 AW0938.determined for this station.
 AW0938.The vertical order pertains to the first NAVD 88 superseded value.
 AW0938
 AW0938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0938
 AW0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0938
 AW0938.The ellipsoidal height was determined by GPS observations
 AW0938.and is referenced to NAD 83.
 AW0938
 AW0938.The geoid height was determined by GEOID03.
 AW0938
 AW0938.The dynamic height is computed by dividing the NAVD 88
 AW0938.geopotential number by the normal gravity value computed on the
 AW0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0938.degrees latitude (g = 980.6199 gals.).
 AW0938
 AW0938.The modeled gravity was interpolated from observed gravity values.
 AW0938
 AW0938;                    North         East     Units Scale Factor Converg.
 AW0938;SPC TXSC     - 4,223,341.006   981,081.913   MT  0.99989476   +1 55 53.3
 AW0938;SPC TXSC     -13,856,077.95  3,218,766.24   sFT  0.99989476   +1 55 53.3
 AW0938;UTM  15      - 3,297,355.262   301,122.678   MT  1.00008802   -1 01 21.2
 AW0938
 AW0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0938!SPC TXSC     -   1.00000234  x   0.99989476  =   0.99989710
 AW0938!UTM  15      -   1.00000234  x   1.00008802  =   1.00009036
 AW0938
 AW0938                          SUPERSEDED SURVEY CONTROL
 AW0938
 AW0938  ELLIP H (10/25/00)  -14.90   (m)                       GP(       ) 4 1
 AW0938  NAD 83(1993)-  29 47 26.10078(N)    095 03 26.96509(W) AD(       ) 1
 AW0938  ELLIP H (10/17/96)  -14.78   (m)                       GP(       ) 3 1
 AW0938  NAVD 88 (06/15/91)   12.353  (m)           40.53   (f) ADJUSTED    1 2
 AW0938  NGVD 29 (12/23/87)   12.351  (m)           40.52   (f) ADJUSTED    1 2
 AW0938
 AW0938.Superseded values are not recommended for survey control.
 AW0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0938.See file dsdata.txt to determine how the superseded data were derived.
 AW0938
 AW0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0112397355(NAD 83)
 AW0938_MARKER: DB = BENCH MARK DISK
 AW0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0938_SP_SET: BRIDGE GUARDRAIL
 AW0938_STAMPING: Y 1249 1978
 AW0938_MARK LOGO: NGS   
 AW0938_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0938+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0938
 AW0938  HISTORY     - Date     Condition        Report By
 AW0938  HISTORY     - 1978     MONUMENTED       NGS
 AW0938  HISTORY     - 1983     GOOD             NGS
 AW0938  HISTORY     - 1986     GOOD             NGS
 AW0938  HISTORY     - 1987     GOOD             USPSQD
 AW0938  HISTORY     - 1988     GOOD             USPSQD
 AW0938  HISTORY     - 19940911 GOOD             USPSQD
 AW0938  HISTORY     - 19950419 GOOD             HGCSD
 AW0938  HISTORY     - 20040317 GOOD             USPSQD
 AW0938
 AW0938                          STATION DESCRIPTION
 AW0938
 AW0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0938'1.9 MI SOUTH FROM HIGHLANDS.
 AW0938'ABOUT 1.9 MILES SOUTH ALONG THE CROSBY LYNCHBURG ROAD FROM THE POST
 AW0938'OFFICE IN HIGHLANDS, SET IN TOP OF THE SOUTH END OF THE WEST CONCRETE
 AW0938'GUARD RAIL OF THE EAST BRIDGE OVER INTERSTATE 10, 200 FEET WEST OF
 AW0938'BENCH MARK S 1183 RESET 1968 AND GULF STATION.
 AW0938
 AW0938                          STATION RECOVERY (1983)
 AW0938
 AW0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0938'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE 200
 AW0938'FEET WEST OF BENCH MARK S 1183 RESET 1968 TO 100 FEET WEST OF BENCH
 AW0938'MARK S 1183 RESET 1968 AND GULF STATION.  ADD, 5.33 METERS (17.5 FT)
 AW0938'WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY.
 AW0938
 AW0938                          STATION RECOVERY (1986)
 AW0938
 AW0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0938'RECOVERED IN GOOD CONDITION.
 AW0938
 AW0938                          STATION RECOVERY (1987)
 AW0938
 AW0938'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0938'RECOVERED IN GOOD CONDITION.
 AW0938
 AW0938                          STATION RECOVERY (1988)
 AW0938
 AW0938'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW0938'RECOVERED IN GOOD CONDITION.
 AW0938
 AW0938                          STATION RECOVERY (1994)
 AW0938
 AW0938'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0938'RECOVERED IN GOOD CONDITION.
 AW0938
 AW0938                          STATION RECOVERY (1995)
 AW0938
 AW0938'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0938'RECOVERED AS DESCRIBED.
 AW0938
 AW0938                          STATION RECOVERY (2004)
 AW0938
 AW0938'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1875 ***********************************************************************
 BL1875  DESIGNATION -  Y 1250
 BL1875  PID         -  BL1875
 BL1875  STATE/COUNTY-  TX/MONTGOMERY
 BL1875  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1875
 BL1875                         *CURRENT SURVEY CONTROL
 BL1875  ___________________________________________________________________
 BL1875* NAD 83(1986)-  30 08 55.     (N)    095 38 20.     (W)     SCALED    
 BL1875* NAVD 88     -        50.079  (meters)     164.30   (feet)  ADJUSTED  
 BL1875  ___________________________________________________________________
 BL1875  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL1875  DYNAMIC HT  -          50.011 (meters)     164.08  (feet)  COMP
 BL1875  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 BL1875
 BL1875  VERT ORDER  -  FIRST     CLASS II
 BL1875
 BL1875.The horizontal coordinates were scaled from a topographic map and have
 BL1875.an estimated accuracy of +/- 6 seconds.
 BL1875
 BL1875.The orthometric height was determined by differential leveling
 BL1875.and adjusted by the National Geodetic Survey in June 1991..
 BL1875
 BL1875.The geoid height was determined by GEOID03.
 BL1875
 BL1875.The dynamic height is computed by dividing the NAVD 88
 BL1875.geopotential number by the normal gravity value computed on the
 BL1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1875.degrees latitude (g = 980.6199 gals.).
 BL1875
 BL1875.The modeled gravity was interpolated from observed gravity values.
 BL1875
 BL1875;                    North         East    Units  Estimated Accuracy
 BL1875;SPC TX C     - 3,062,970.    1,152,140.      MT  (+/- 180 meters Scaled)
 BL1875
 BL1875                          SUPERSEDED SURVEY CONTROL
 BL1875
 BL1875  NGVD 29 (12/23/87)   50.075  (m)          164.29   (f) ADJUSTED    1 2
 BL1875
 BL1875.Superseded values are not recommended for survey control.
 BL1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1875.See file dsdata.txt to determine how the superseded data were derived.
 BL1875
 BL1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP458381(NAD 83)
 BL1875_MARKER: DB = BENCH MARK DISK
 BL1875_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1875_SP_SET: STAINLESS STEEL ROD
 BL1875_STAMPING: Y 1250 1978
 BL1875_MARK LOGO: NGS   
 BL1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1875
 BL1875  HISTORY     - Date     Condition        Report By
 BL1875  HISTORY     - 1978     MONUMENTED       NGS
 BL1875  HISTORY     - 1986     GOOD             NGS
 BL1875  HISTORY     - 20050812 MARK NOT FOUND   GEOCAC
 BL1875
 BL1875                          STATION DESCRIPTION
 BL1875
 BL1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1875'3.2 MI NW FROM HUFFSMITH.
 BL1875'3.2 MILES NORTHWEST ALONG CHICAGO-ROCK ISLAND-PACIFIC RAILROAD FROM
 BL1875'THE CROSSING OF WALLER TOMBALL ROAD.  0.25 MILE NORTHWEST OF THE
 BL1875'INTERSECTION OF THE MISSOURI-PACIFIC RAILROAD AND THE CHICAGO-ROCK
 BL1875'ISLAND-PACIFIC RAILROAD, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 BL1875'46 FEET NORTHWEST OF THE FIRST TELEPHONE POLE SOUTHEAST OF THE ROAD,
 BL1875'31 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD CROSSING THE
 BL1875'TRACKS, AND 25.5 FEET NORTHEAST OF A BLAZED PINE IN A GROUP OF 4
 BL1875'TREES.  DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH CAN BE HAD
 BL1875'THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1875
 BL1875                          STATION RECOVERY (1986)
 BL1875
 BL1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1875'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1875'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1875
 BL1875                          STATION RECOVERY (2005)
 BL1875
 BL1875'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1875'DISK IS MISSING. ROD RECOVERED INTACT. PVC CAP AND TOP OF SLEEVE
 BL1875'DESTROYED BY BRUSH HOG. 1 FOOT N OF WITNESS POST, 2 FEET SE OF FENCE
 BL1875'POST MADE OF RR TIE.
 BL1875'LAT/LON BY HANDHELD GPS(NAD83) N30 08 55.3  W095 38 20.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2196 ***********************************************************************
 AW2196  DESIGNATION -  Y 1251
 AW2196  PID         -  AW2196
 AW2196  STATE/COUNTY-  TX/WALLER
 AW2196  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2196
 AW2196                         *CURRENT SURVEY CONTROL
 AW2196  ___________________________________________________________________
 AW2196* NAD 83(1986)-  29 56 54.     (N)    095 55 27.     (W)     SCALED    
 AW2196* NAVD 88     -        56.44   (+/-2cm)     185.2    (feet)  VERTCON   
 AW2196  ___________________________________________________________________
 AW2196  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW2196
 AW2196  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2196
 AW2196.The horizontal coordinates were scaled from a topographic map and have
 AW2196.an estimated accuracy of +/- 6 seconds.
 AW2196
 AW2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2196.The vertical order pertains to the NGVD 29 superseded value.
 AW2196
 AW2196.The geoid height was determined by GEOID03.
 AW2196
 AW2196;                    North         East    Units  Estimated Accuracy
 AW2196;SPC TXSC     - 4,238,310.      896,870.      MT  (+/- 180 meters Scaled)
 AW2196
 AW2196                          SUPERSEDED SURVEY CONTROL
 AW2196
 AW2196  NGVD 29 (04/06/79)   56.422  (m)          185.11   (f) ADJUSTED    1 2
 AW2196
 AW2196.Superseded values are not recommended for survey control.
 AW2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2196.See file dsdata.txt to determine how the superseded data were derived.
 AW2196
 AW2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP177166(NAD 83)
 AW2196_MARKER: DB = BENCH MARK DISK
 AW2196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2196_SP_SET: STAINLESS STEEL ROD
 AW2196_STAMPING: Y 1251 1978
 AW2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2196+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2196
 AW2196  HISTORY     - Date     Condition        Report By
 AW2196  HISTORY     - 1978     MONUMENTED       NGS
 AW2196  HISTORY     - 20041014 GOOD             USPSQD
 AW2196
 AW2196                          STATION DESCRIPTION
 AW2196
 AW2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2196'9.1 MI SOUTH FROM WALLER.
 AW2196'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 AW2196'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER, THENCE 6.0 MILES
 AW2196'SOUTH ALONG MATHIS ROAD, THENCE ABOUT 0.9 MILE WEST ALONG BARRY
 AW2196'LANE, AND THENCE 1.0 MILE SOUTH ALONG PENNICK ROAD, 139 FEET NORTH
 AW2196'OF THE EAST CORNER OF A SMALL CONCRETE BRIDGE, 50 FEET SOUTHEAST OF
 AW2196'THE CENTERLINE OF PENNICK ROAD, AND 2 FEET WEST OF THE CENTER ONE OF
 AW2196'THREE 12 INCH FENCE POSTS WITH AN IRON PIPE SUPPORT.  DISK IS LEVEL
 AW2196'WITH THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC
 AW2196'SCREW PLUG.
 AW2196
 AW2196                          STATION RECOVERY (2004)
 AW2196
 AW2196'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2196'METAL WETNESS POST. ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1850 ***********************************************************************
 BL1850  DESIGNATION -  Y 1252
 BL1850  PID         -  BL1850
 BL1850  STATE/COUNTY-  TX/WALLER
 BL1850  USGS QUAD   -  WALLER (1980)
 BL1850
 BL1850                         *CURRENT SURVEY CONTROL
 BL1850  ___________________________________________________________________
 BL1850* NAD 83(1986)-  30 03 19.     (N)    095 55 19.     (W)     SCALED    
 BL1850* NAVD 88     -        74.26   (+/-2cm)     243.6    (feet)  VERTCON   
 BL1850  ___________________________________________________________________
 BL1850  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1850
 BL1850  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1850
 BL1850.The horizontal coordinates were scaled from a topographic map and have
 BL1850.an estimated accuracy of +/- 6 seconds.
 BL1850
 BL1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1850.The vertical order pertains to the NGVD 29 superseded value.
 BL1850
 BL1850.The geoid height was determined by GEOID03.
 BL1850
 BL1850;                    North         East    Units  Estimated Accuracy
 BL1850;SPC TXSC     - 4,250,160.      896,770.      MT  (+/- 180 meters Scaled)
 BL1850
 BL1850                          SUPERSEDED SURVEY CONTROL
 BL1850
 BL1850  NGVD 29 (04/06/79)   74.251  (m)          243.61   (f) ADJUSTED    1 2
 BL1850
 BL1850.Superseded values are not recommended for survey control.
 BL1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1850.See file dsdata.txt to determine how the superseded data were derived.
 BL1850
 BL1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP182285(NAD 83)
 BL1850_MARKER: DB = BENCH MARK DISK
 BL1850_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1850_SP_SET: HEADWALL
 BL1850_STAMPING: Y 1252 1978
 BL1850_MARK LOGO: NGS   
 BL1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1850+STABILITY: SURFACE MOTION
 BL1850
 BL1850  HISTORY     - Date     Condition        Report By
 BL1850  HISTORY     - 1978     MONUMENTED       NGS
 BL1850  HISTORY     - 1986     GOOD             NGS
 BL1850  HISTORY     - 19990715 GOOD             USPSQD
 BL1850  HISTORY     - 20050912 GOOD             GEOCAC
 BL1850
 BL1850                          STATION DESCRIPTION
 BL1850
 BL1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1850'0.3 MI SE FROM WALLER.
 BL1850'ABOUT 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 BL1850'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER.  SET IN THE SOUTHWEST
 BL1850'HEADWALL TO A 4X6 FOOT BOX CULVERT, 18.5 FEET SOUTHWEST OF THE
 BL1850'CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 290, AND 8.5 FEET
 BL1850'SOUTHEAST OF THE NORTHWEST END OF THE RETAINING WALL.
 BL1850
 BL1850                          STATION RECOVERY (1986)
 BL1850
 BL1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1850'RECOVERED IN GOOD CONDITION.
 BL1850
 BL1850                          STATION RECOVERY (1999)
 BL1850
 BL1850'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1850'RECOVERED IN GOOD CONDITION.
 BL1850
 BL1850                          STATION RECOVERY (2005)
 BL1850
 BL1850'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1850'LAT/LON BY HANDHELD GPS(NAD83) N30 03 19.5 W095 55 19.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0068 ***********************************************************************
 AM0068  DESIGNATION -  Y 1255
 AM0068  PID         -  AM0068
 AM0068  STATE/COUNTY-  TX/BRAZORIA
 AM0068  USGS QUAD   -  FREEPORT (1974)
 AM0068
 AM0068                         *CURRENT SURVEY CONTROL
 AM0068  ___________________________________________________________________
 AM0068* NAD 83(1986)-  28 54 58.     (N)    095 20 17.     (W)     SCALED    
 AM0068* NAVD 88     -         1.00   (+/-2cm)       3.3    (feet)  VERTCON   
 AM0068  ___________________________________________________________________
 AM0068  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0068
 AM0068  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0068
 AM0068.The horizontal coordinates were scaled from a topographic map and have
 AM0068.an estimated accuracy of +/- 6 seconds.
 AM0068
 AM0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0068.The vertical order pertains to the NGVD 29 superseded value.
 AM0068
 AM0068.The geoid height was determined by GEOID03.
 AM0068
 AM0068;                    North         East    Units  Estimated Accuracy
 AM0068;SPC TXSC     - 4,125,590.      957,010.      MT  (+/- 180 meters Scaled)
 AM0068
 AM0068                          SUPERSEDED SURVEY CONTROL
 AM0068
 AM0068  NGVD 29 (??/??/92)    1.021  (m)            3.35   (f) ADJ UNCH    1 1
 AM0068
 AM0068.Superseded values are not recommended for survey control.
 AM0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0068.See file dsdata.txt to determine how the superseded data were derived.
 AM0068
 AM0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN720009(NAD 83)
 AM0068_MARKER: DB = BENCH MARK DISK
 AM0068_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM0068_SP_SET: 28 FT.
 AM0068_STAMPING: Y 1255 1978
 AM0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0068
 AM0068  HISTORY     - Date     Condition        Report By
 AM0068  HISTORY     - 1978     MONUMENTED       NGS
 AM0068  HISTORY     - 1990     GOOD             USPSQD
 AM0068  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0068
 AM0068                          STATION DESCRIPTION
 AM0068
 AM0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0068'2.4 MI SOUTH FROM FREEPORT.
 AM0068'2.4 MILES SOUTH ALONG FARM ROAD 1495 FROM THE POST OFFICE IN FREEPORT,
 AM0068'AT THE JUNCTION OF COUNTY ROAD 723, 73 FT. SOUTHWEST OF THE CENTERLINE
 AM0068'OF FARM ROAD 1495, 42 FT. NORTHWEST OF THE CENTERLINE OF COUNTY ROAD
 AM0068'723, 5 FT. EAST OF A FENCE CORNER, 48 FT. SOUTHWEST OF THE WEST END
 AM0068'OF A 24 INCH PIPE CULVERT, 2 FT. NORTH OF A POWERLINE POLE.
 AM0068
 AM0068                          STATION RECOVERY (1990)
 AM0068
 AM0068'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AM0068'RECOVERED IN GOOD CONDITION.
 AM0068
 AM0068                          STATION RECOVERY (2004)
 AM0068
 AM0068'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1816 ***********************************************************************
 AN1816  DESIGNATION -  Y 1256
 AN1816  PID         -  AN1816
 AN1816  STATE/COUNTY-  TX/VICTORIA
 AN1816  USGS QUAD   -  PLACEDO (1995)
 AN1816
 AN1816                         *CURRENT SURVEY CONTROL
 AN1816  ___________________________________________________________________
 AN1816* NAD 83(1986)-  28 40 18.     (N)    096 51 23.     (W)     SCALED    
 AN1816* NAVD 88     -        16.962  (meters)      55.65   (feet)  ADJUSTED  
 AN1816  ___________________________________________________________________
 AN1816  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1816  DYNAMIC HT  -          16.937 (meters)      55.57  (feet)  COMP
 AN1816  MODELED GRAV-     979,190.0   (mgal)                       NAVD 88
 AN1816
 AN1816  VERT ORDER  -  FIRST     CLASS I
 AN1816
 AN1816.The horizontal coordinates were scaled from a topographic map and have
 AN1816.an estimated accuracy of +/- 6 seconds.
 AN1816
 AN1816.The orthometric height was determined by differential leveling
 AN1816.and adjusted by the National Geodetic Survey in June 1991..
 AN1816
 AN1816.The geoid height was determined by GEOID03.
 AN1816
 AN1816.The dynamic height is computed by dividing the NAVD 88
 AN1816.geopotential number by the normal gravity value computed on the
 AN1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1816.degrees latitude (g = 980.6199 gals.).
 AN1816
 AN1816.The modeled gravity was interpolated from observed gravity values.
 AN1816
 AN1816;                    North         East    Units  Estimated Accuracy
 AN1816;SPC TXSC     - 4,094,830.      809,500.      MT  (+/- 180 meters Scaled)
 AN1816
 AN1816                          SUPERSEDED SURVEY CONTROL
 AN1816
 AN1816  NGVD 29 (??/??/92)   17.087  (m)           56.06   (f) ADJ UNCH    1 1
 AN1816
 AN1816.Superseded values are not recommended for survey control.
 AN1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1816.See file dsdata.txt to determine how the superseded data were derived.
 AN1816
 AN1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS094734(NAD 83)
 AN1816_MARKER: DB = BENCH MARK DISK
 AN1816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1816_SP_SET: STAINLESS STEEL ROD
 AN1816_STAMPING: Y 1256 1978
 AN1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1816
 AN1816  HISTORY     - Date     Condition        Report By
 AN1816  HISTORY     - 1978     MONUMENTED       NGS
 AN1816
 AN1816                          STATION DESCRIPTION
 AN1816
 AN1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1816'2.0 MI SW FROM PLACEDO.
 AN1816'2.0 MILES SOUTHWEST ALONG FARM-TO-MARKET ROAD 616 FROM THE JUNCTION
 AN1816'OF STATE HIGHWAY 87 AT PLACEDO, IN A FENCE ROW, 390 FT SOUTHWEST
 AN1816'OF THE SOUTHWEST CORNER OF BLOOMINGTON HIGH SCHOOL, 40 FT SOUTHEAST
 AN1816'OF THE CENTERLINE OF THE ROAD, 124 FT SOUTHEAST OF THE SOUTHEAST
 AN1816'RAIL OF THE MISSOURI PACIFIC RAILROAD, 56 FT NORTH OF THE CENTERLINE
 AN1816'OF A GRAVELED ROAD, 139 FT SOUTHWEST OF A CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0047 ***********************************************************************
 AH0047  DESIGNATION -  Y 1257
 AH0047  PID         -  AH0047
 AH0047  STATE/COUNTY-  TX/ARANSAS
 AH0047  USGS QUAD   -  ESTES (1975)
 AH0047
 AH0047                         *CURRENT SURVEY CONTROL
 AH0047  ___________________________________________________________________
 AH0047* NAD 83(1986)-  27 59 03.     (N)    097 05 08.     (W)     SCALED    
 AH0047* NAVD 88     -         1.187  (meters)       3.89   (feet)  ADJUSTED  
 AH0047  ___________________________________________________________________
 AH0047  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AH0047  DYNAMIC HT  -           1.185 (meters)       3.89  (feet)  COMP
 AH0047  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 AH0047
 AH0047  VERT ORDER  -  FIRST     CLASS I
 AH0047
 AH0047.The horizontal coordinates were scaled from a topographic map and have
 AH0047.an estimated accuracy of +/- 6 seconds.
 AH0047
 AH0047.The orthometric height was determined by differential leveling
 AH0047.and adjusted by the National Geodetic Survey in June 1991..
 AH0047
 AH0047.The geoid height was determined by GEOID03.
 AH0047
 AH0047.The dynamic height is computed by dividing the NAVD 88
 AH0047.geopotential number by the normal gravity value computed on the
 AH0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0047.degrees latitude (g = 980.6199 gals.).
 AH0047
 AH0047.The modeled gravity was interpolated from observed gravity values.
 AH0047
 AH0047;                    North         East    Units  Estimated Accuracy
 AH0047;SPC TXSC     - 4,018,260.      788,350.      MT  (+/- 180 meters Scaled)
 AH0047
 AH0047                          SUPERSEDED SURVEY CONTROL
 AH0047
 AH0047.No superseded survey control is available for this station.
 AH0047
 AH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR882969(NAD 83)
 AH0047_MARKER: DB = BENCH MARK DISK
 AH0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0047_SP_SET: HEADWALL
 AH0047_STAMPING: Y 1257 1978
 AH0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0047
 AH0047  HISTORY     - Date     Condition        Report By
 AH0047  HISTORY     - 1978     MONUMENTED       NGS
 AH0047  HISTORY     - 1991     GOOD             USPSQD
 AH0047
 AH0047                          STATION DESCRIPTION
 AH0047
 AH0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0047'3.6 MI SW FROM ROCKPORT.
 AH0047'3.6 MILES SOUTHWEST ALONG BUSINESS STATE HIGHWAY 35 FROM THE CITY
 AH0047'WATER TOWER AT ROCKPORT, SET IN THE TOP OF AND 1 FOOT NORTHEAST OF
 AH0047'THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 36-INCH CULVERT,
 AH0047'28 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY. THE RIGHT-OF-WAY
 AH0047'ALONG THE LEVEL LINE IS UNDER WATER, THEREFORE THE BENCH MARK WAS
 AH0047'SET IN A CONCRETE CULVERT HEADWALL.
 AH0047
 AH0047                          STATION RECOVERY (1991)
 AH0047
 AH0047'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AH0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0322 ***********************************************************************
 AO0322  DESIGNATION -  Y 127
 AO0322  PID         -  AO0322
 AO0322  STATE/COUNTY-  TX/LA SALLE
 AO0322  USGS QUAD   -  LOS ANGELES (1974)
 AO0322
 AO0322                         *CURRENT SURVEY CONTROL
 AO0322  ___________________________________________________________________
 AO0322* NAD 83(1986)-  28 28 11.     (N)    099 00 19.     (W)     SCALED    
 AO0322* NAVD 88     -       123.471  (meters)     405.09   (feet)  ADJUSTED  
 AO0322  ___________________________________________________________________
 AO0322  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AO0322  DYNAMIC HT  -         123.287 (meters)     404.48  (feet)  COMP
 AO0322  MODELED GRAV-     979,147.5   (mgal)                       NAVD 88
 AO0322
 AO0322  VERT ORDER  -  SECOND    CLASS 0
 AO0322
 AO0322.The horizontal coordinates were scaled from a topographic map and have
 AO0322.an estimated accuracy of +/- 6 seconds.
 AO0322
 AO0322.The orthometric height was determined by differential leveling
 AO0322.and adjusted by the National Geodetic Survey in June 1991..
 AO0322
 AO0322.The geoid height was determined by GEOID03.
 AO0322
 AO0322.The dynamic height is computed by dividing the NAVD 88
 AO0322.geopotential number by the normal gravity value computed on the
 AO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0322.degrees latitude (g = 980.6199 gals.).
 AO0322
 AO0322.The modeled gravity was interpolated from observed gravity values.
 AO0322
 AO0322;                    North         East    Units  Estimated Accuracy
 AO0322;SPC TXSC     - 4,070,530.      599,480.      MT  (+/- 180 meters Scaled)
 AO0322
 AO0322                          SUPERSEDED SURVEY CONTROL
 AO0322
 AO0322  NGVD 29 (??/??/92)  123.417  (m)          404.91   (f) ADJ UNCH    2 0
 AO0322
 AO0322.Superseded values are not recommended for survey control.
 AO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0322.See file dsdata.txt to determine how the superseded data were derived.
 AO0322
 AO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS994492(NAD 83)
 AO0322_MARKER: DB = BENCH MARK DISK
 AO0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0322_SP_SET: BUILDING STEP
 AO0322_STAMPING: 404.884 Y 127 1933
 AO0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0322
 AO0322  HISTORY     - Date     Condition        Report By
 AO0322  HISTORY     - 1933     MONUMENTED       CGS
 AO0322  HISTORY     - 1968     GOOD             USGS
 AO0322
 AO0322                          STATION DESCRIPTION
 AO0322
 AO0322'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0322'IN LOS ANGELES.
 AO0322'0.1 MILES EAST ALONG STATE HIGHWAY 97 FROM THE POST OFFICE AT LOS
 AO0322'ANGELES TO THE JUNCTION WITH RANCH ROAD 469, THENCE 0.2 MILES SOUTH
 AO0322'ALONG RANCH ROAD 469 TO THE SITE OF THE OLD HIGH SCHOOL ABOUT 150 FT.
 AO0322'WEST OF THE ROAD, AT THE WEST ENTRANCE, AND IN THE SOUTH END OF THE
 AO0322'SECOND CONCRETE STEP OF THE DISMANTLED SCHOOL BUILDING.  A STANDARD
 AO0322'DISK, STAMPED 404.884 Y 127 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1870 ***********************************************************************
 AN1870  DESIGNATION -  Y 1272
 AN1870  PID         -  AN1870
 AN1870  STATE/COUNTY-  TX/SAN PATRICIO
 AN1870  USGS QUAD   -  SINTON WEST (1979)
 AN1870
 AN1870                         *CURRENT SURVEY CONTROL
 AN1870  ___________________________________________________________________
 AN1870* NAD 83(1986)-  28 00 49.     (N)    097 31 41.     (W)     SCALED    
 AN1870* NAVD 88     -        16.112  (meters)      52.86   (feet)  ADJUSTED  
 AN1870  ___________________________________________________________________
 AN1870  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN1870  DYNAMIC HT  -          16.087 (meters)      52.78  (feet)  COMP
 AN1870  MODELED GRAV-     979,132.1   (mgal)                       NAVD 88
 AN1870
 AN1870  VERT ORDER  -  FIRST     CLASS I
 AN1870
 AN1870.The horizontal coordinates were scaled from a topographic map and have
 AN1870.an estimated accuracy of +/- 6 seconds.
 AN1870
 AN1870.The orthometric height was determined by differential leveling
 AN1870.and adjusted by the National Geodetic Survey in June 1991..
 AN1870
 AN1870.The geoid height was determined by GEOID03.
 AN1870
 AN1870.The dynamic height is computed by dividing the NAVD 88
 AN1870.geopotential number by the normal gravity value computed on the
 AN1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1870.degrees latitude (g = 980.6199 gals.).
 AN1870
 AN1870.The modeled gravity was interpolated from observed gravity values.
 AN1870
 AN1870;                    North         East    Units  Estimated Accuracy
 AN1870;SPC TX S     - 5,260,400.      395,590.      MT  (+/- 180 meters Scaled)
 AN1870
 AN1870                          SUPERSEDED SURVEY CONTROL
 AN1870
 AN1870  NGVD 29 (??/??/92)   16.289  (m)           53.44   (f) ADJ UNCH    1 1
 AN1870
 AN1870.Superseded values are not recommended for survey control.
 AN1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1870.See file dsdata.txt to determine how the superseded data were derived.
 AN1870
 AN1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR447995(NAD 83)
 AN1870_MARKER: DB = BENCH MARK DISK
 AN1870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1870_SP_SET: STAINLESS STEEL ROD
 AN1870_STAMPING: Y 1272 1978
 AN1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1870
 AN1870  HISTORY     - Date     Condition        Report By
 AN1870  HISTORY     - 1978     MONUMENTED       NGS
 AN1870  HISTORY     - 1981     GOOD             NGS
 AN1870  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1870
 AN1870                          STATION DESCRIPTION
 AN1870
 AN1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1870'2.1 MI SW FROM SINTON.
 AN1870'2.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1870'JUCNCTION OF U. S. HIGHWAY 181 IN SINTON, 40 FEET SOUTHEAST OF THE
 AN1870'CENTER OF U. S. HIGHWAY 77, 27 FEET NORTHWEST OF THE CENTER OF THE
 AN1870'RAILROAD TRACK AND 1 FOOT NORTHEAST OF MILE POLE 160.
 AN1870
 AN1870                          STATION RECOVERY (1981)
 AN1870
 AN1870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1870'RECOVERED IN GOOD CONDITION.
 AN1870
 AN1870                          STATION RECOVERY (1995)
 AN1870
 AN1870'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1868 ***********************************************************************
 AN1868  DESIGNATION -  Y 1273
 AN1868  PID         -  AN1868
 AN1868  STATE/COUNTY-  TX/SAN PATRICIO
 AN1868  USGS QUAD   -  SINTON WEST (1979)
 AN1868
 AN1868                         *CURRENT SURVEY CONTROL
 AN1868  ___________________________________________________________________
 AN1868* NAD 83(1986)-  28 02 09.     (N)    097 30 23.     (W)     SCALED    
 AN1868* NAVD 88     -        15.060  (meters)      49.41   (feet)  ADJUSTED  
 AN1868  ___________________________________________________________________
 AN1868  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1868  DYNAMIC HT  -          15.037 (meters)      49.33  (feet)  COMP
 AN1868  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 AN1868
 AN1868  VERT ORDER  -  FIRST     CLASS I
 AN1868
 AN1868.The horizontal coordinates were scaled from a topographic map and have
 AN1868.an estimated accuracy of +/- 6 seconds.
 AN1868
 AN1868.The orthometric height was determined by differential leveling
 AN1868.and adjusted by the National Geodetic Survey in June 1991..
 AN1868
 AN1868.The geoid height was determined by GEOID03.
 AN1868
 AN1868.The dynamic height is computed by dividing the NAVD 88
 AN1868.geopotential number by the normal gravity value computed on the
 AN1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1868.degrees latitude (g = 980.6199 gals.).
 AN1868
 AN1868.The modeled gravity was interpolated from observed gravity values.
 AN1868
 AN1868;                    North         East    Units  Estimated Accuracy
 AN1868;SPC TX S     - 5,262,880.      397,710.      MT  (+/- 180 meters Scaled)
 AN1868
 AN1868                          SUPERSEDED SURVEY CONTROL
 AN1868
 AN1868  NGVD 29 (??/??/92)   15.239  (m)           50.00   (f) ADJ UNCH    1 1
 AN1868
 AN1868.Superseded values are not recommended for survey control.
 AN1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1868.See file dsdata.txt to determine how the superseded data were derived.
 AN1868
 AN1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS468020(NAD 83)
 AN1868_MARKER: DB = BENCH MARK DISK
 AN1868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1868_SP_SET: HEADWALL
 AN1868_STAMPING: Y 1273 1978
 AN1868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1868
 AN1868  HISTORY     - Date     Condition        Report By
 AN1868  HISTORY     - 1978     MONUMENTED       NGS
 AN1868  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1868  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1868
 AN1868                          STATION DESCRIPTION
 AN1868
 AN1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1868'IN SINTON.
 AN1868'AT SINTON, 0.1 MILE SOUTH OF THE JUNCTION OF THE MISSOURI PACIFIC
 AN1868'RAILROAD AND U. S. HIGHWAY 181, AT THE CROSSING OF TWO RAILROAD
 AN1868'TRACKS, 115 FEET EAST OF MILE POLE 162, 72 FEET EAST OF THE EAST
 AN1868'RAIL, 49 FEET NORTH OF THE NORTH RAIL, SET IN TOP OF AND 1 FOOT EAST
 AN1868'OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A LARGE CATCH
 AN1868'BASIN
 AN1868
 AN1868                          STATION RECOVERY (1981)
 AN1868
 AN1868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1868'STEM FOUND IN DESCRIBED LOCATION, DISK NOT RECOVERED.
 AN1868
 AN1868                          STATION RECOVERY (1995)
 AN1868
 AN1868'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0060 ***********************************************************************
 AW0060  DESIGNATION -  Y 1274
 AW0060  PID         -  AW0060
 AW0060  STATE/COUNTY-  TX/BRAZORIA
 AW0060  USGS QUAD   -  OYSTER CREEK (1974)
 AW0060
 AW0060                         *CURRENT SURVEY CONTROL
 AW0060  ___________________________________________________________________
 AW0060* NAD 83(1986)-  29 00 22.     (N)    095 19 43.     (W)     SCALED    
 AW0060* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 AW0060  ___________________________________________________________________
 AW0060  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AW0060
 AW0060  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0060
 AW0060.The horizontal coordinates were scaled from a topographic map and have
 AW0060.an estimated accuracy of +/- 6 seconds.
 AW0060
 AW0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0060.The vertical order pertains to the NGVD 29 superseded value.
 AW0060
 AW0060.The geoid height was determined by GEOID03.
 AW0060
 AW0060;                    North         East    Units  Estimated Accuracy
 AW0060;SPC TXSC     - 4,135,590.      957,610.      MT  (+/- 180 meters Scaled)
 AW0060
 AW0060                          SUPERSEDED SURVEY CONTROL
 AW0060
 AW0060  NGVD 29 (??/??/92)    1.986  (m)            6.52   (f) ADJ UNCH    1 1
 AW0060
 AW0060.Superseded values are not recommended for survey control.
 AW0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0060.See file dsdata.txt to determine how the superseded data were derived.
 AW0060
 AW0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN731108(NAD 83)
 AW0060_MARKER: DB = BENCH MARK DISK
 AW0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0060_SP_SET: HEADWALL
 AW0060_STAMPING: Y 1274 1978
 AW0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0060
 AW0060  HISTORY     - Date     Condition        Report By
 AW0060  HISTORY     - 1978     MONUMENTED       NGS
 AW0060  HISTORY     - 1990     GOOD             USPSQD
 AW0060  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0060
 AW0060                          STATION DESCRIPTION
 AW0060
 AW0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0060'3.7 MI NORTH FROM FREEPORT.
 AW0060'3.7 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0060'BOULEVARD AT FREEPORT, AT THE BRAZORIA COUNTY YOUTH HOME IN OYSTER
 AW0060'CREEK, SET IN TOP OF AND 1 FOOT SOUTH OF THE NORTH END OF THE WEST
 AW0060'HEADWALL OF A BOX CULVERT, 53 FT EAST OF THE SOUTHEAST CORNER OF THE
 AW0060'HOME, 26 FT WEST OF THE CENTER LINE OF THE ROAD, 28 FT NORTH OF THE
 AW0060'CENTER LINE OF A DRIVEWAY.
 AW0060
 AW0060                          STATION RECOVERY (1990)
 AW0060
 AW0060'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0060'RECOVERED IN GOOD CONDITION.
 AW0060
 AW0060                          STATION RECOVERY (2003)
 AW0060
 AW0060'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AW0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2132 ***********************************************************************
 AW2132  DESIGNATION -  Y 1278
 AW2132  PID         -  AW2132
 AW2132  STATE/COUNTY-  TX/FORT BEND
 AW2132  USGS QUAD   -  SUGAR LAND (1995)
 AW2132
 AW2132                         *CURRENT SURVEY CONTROL
 AW2132  ___________________________________________________________________
 AW2132* NAD 83(1986)-  29 37 11.     (N)    095 38 13.     (W)     SCALED    
 AW2132* NAVD 88     -        23.387  (meters)      76.73   (feet)  ADJUSTED  
 AW2132  ___________________________________________________________________
 AW2132  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW2132  DYNAMIC HT  -          23.355 (meters)      76.62  (feet)  COMP
 AW2132  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 AW2132
 AW2132  VERT ORDER  -  FIRST     CLASS II
 AW2132
 AW2132.The horizontal coordinates were scaled from a topographic map and have
 AW2132.an estimated accuracy of +/- 6 seconds.
 AW2132
 AW2132.The orthometric height was determined by differential leveling
 AW2132.and adjusted by the National Geodetic Survey in June 1991..
 AW2132
 AW2132.The geoid height was determined by GEOID03.
 AW2132
 AW2132.The dynamic height is computed by dividing the NAVD 88
 AW2132.geopotential number by the normal gravity value computed on the
 AW2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2132.degrees latitude (g = 980.6199 gals.).
 AW2132
 AW2132.The modeled gravity was interpolated from observed gravity values.
 AW2132
 AW2132;                    North         East    Units  Estimated Accuracy
 AW2132;SPC TXSC     - 4,202,660.      925,630.      MT  (+/- 180 meters Scaled)
 AW2132
 AW2132                          SUPERSEDED SURVEY CONTROL
 AW2132
 AW2132  NGVD 29 (12/23/87)   23.382  (m)           76.71   (f) ADJUSTED    1 2
 AW2132
 AW2132.Superseded values are not recommended for survey control.
 AW2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2132.See file dsdata.txt to determine how the superseded data were derived.
 AW2132
 AW2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN446795(NAD 83)
 AW2132_MARKER: DB = BENCH MARK DISK
 AW2132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2132_SP_SET: STAINLESS STEEL ROD
 AW2132_STAMPING: Y 1278 1978
 AW2132_MARK LOGO: NGS   
 AW2132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2132+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW2132
 AW2132  HISTORY     - Date     Condition        Report By
 AW2132  HISTORY     - 1978     MONUMENTED       NGS
 AW2132  HISTORY     - 1986     GOOD             NGS
 AW2132  HISTORY     - 1989     GOOD             USPSQD
 AW2132  HISTORY     - 19910316 MARK NOT FOUND   USPSQD
 AW2132  HISTORY     - 19931204 GOOD             USPSQD
 AW2132  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2132  HISTORY     - 20040329 GOOD             USPSQD
 AW2132
 AW2132                          STATION DESCRIPTION
 AW2132
 AW2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2132'IN SUGAR LAND.
 AW2132'IN SUGAR LAND, 0.1 MILE WEST ALONG U.S. HIGHWAY 90 ALTERNATE FROM
 AW2132'THE JUNCTION OF STATE HIGHWAY SPUR 58, 219 FEET SOUTHEAST OF THE
 AW2132'SOUTHEAST CORNER OF THE OLD RAILROAD STATION (HELMCAPM INSURANCE
 AW2132'AGENCY), 57 FEET NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES
 AW2132'OF THE HIGHWAY, 21 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 AW2132'SOUTHERN PACIFIC RAILROAD, AND 1.5 FEET WEST OF A POWER POLE.
 AW2132
 AW2132                          STATION RECOVERY (1986)
 AW2132
 AW2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2132'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2132'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW2132
 AW2132                          STATION RECOVERY (1989)
 AW2132
 AW2132'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2132'RECOVERED IN GOOD CONDITION.
 AW2132
 AW2132                          STATION RECOVERY (1991)
 AW2132
 AW2132'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2132'MARK NOT FOUND.
 AW2132
 AW2132                          STATION RECOVERY (1993)
 AW2132
 AW2132'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2132'RECOVERED IN GOOD CONDITION.
 AW2132
 AW2132                          STATION RECOVERY (1998)
 AW2132
 AW2132'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2132'MARK NOT FOUND.
 AW2132
 AW2132                          STATION RECOVERY (2004)
 AW2132
 AW2132'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW2132'GO TO N29 37 10.3 W095 38 12.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2146 ***********************************************************************
 AW2146  DESIGNATION -  Y 1279
 AW2146  PID         -  AW2146
 AW2146  STATE/COUNTY-  TX/FORT BEND
 AW2146  USGS QUAD   -  CLODINE (1995)
 AW2146
 AW2146                         *CURRENT SURVEY CONTROL
 AW2146  ___________________________________________________________________
 AW2146* NAD 83(1986)-  29 42 29.     (N)    095 41 13.     (W)     SCALED    
 AW2146* NAVD 88     -        28.333  (meters)      92.96   (feet)  ADJUSTED  
 AW2146  ___________________________________________________________________
 AW2146  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2146  DYNAMIC HT  -          28.294 (meters)      92.83  (feet)  COMP
 AW2146  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 AW2146
 AW2146  VERT ORDER  -  FIRST     CLASS II
 AW2146
 AW2146.The horizontal coordinates were scaled from a topographic map and have
 AW2146.an estimated accuracy of +/- 6 seconds.
 AW2146
 AW2146.The orthometric height was determined by differential leveling
 AW2146.and adjusted by the National Geodetic Survey in June 1991..
 AW2146
 AW2146.The geoid height was determined by GEOID03.
 AW2146
 AW2146.The dynamic height is computed by dividing the NAVD 88
 AW2146.geopotential number by the normal gravity value computed on the
 AW2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2146.degrees latitude (g = 980.6199 gals.).
 AW2146
 AW2146.The modeled gravity was interpolated from observed gravity values.
 AW2146
 AW2146;                    North         East    Units  Estimated Accuracy
 AW2146;SPC TXSC     - 4,212,310.      920,520.      MT  (+/- 180 meters Scaled)
 AW2146
 AW2146                          SUPERSEDED SURVEY CONTROL
 AW2146
 AW2146  NGVD 29 (12/23/87)   28.326  (m)           92.93   (f) ADJUSTED    1 2
 AW2146
 AW2146.Superseded values are not recommended for survey control.
 AW2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2146.See file dsdata.txt to determine how the superseded data were derived.
 AW2146
 AW2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN400894(NAD 83)
 AW2146_MARKER: DB = BENCH MARK DISK
 AW2146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2146_SP_SET: STAINLESS STEEL ROD
 AW2146_STAMPING: Y 1279 1978
 AW2146_MARK LOGO: NGS   
 AW2146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2146
 AW2146  HISTORY     - Date     Condition        Report By
 AW2146  HISTORY     - 1978     MONUMENTED       NGS
 AW2146  HISTORY     - 1986     GOOD             NGS
 AW2146  HISTORY     - 19901208 GOOD             USPSQD
 AW2146  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2146  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2146  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2146
 AW2146                          STATION DESCRIPTION
 AW2146
 AW2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2146'0.1 MI EAST FROM CLODINE.
 AW2146'ABOUT 0.1 MILE EAST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION OF
 AW2146'FARM ROAD 1464 IN CLODINE, SET AT THE FOURTH POWER POLE EAST OF THE
 AW2146'JUNCTION, 65 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET
 AW2146'NORTH OF A POWER POLE.
 AW2146
 AW2146                          STATION RECOVERY (1986)
 AW2146
 AW2146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2146'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2146'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 AW2146
 AW2146                          STATION RECOVERY (1990)
 AW2146
 AW2146'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2146'RECOVERED IN GOOD CONDITION.
 AW2146
 AW2146                          STATION RECOVERY (1994)
 AW2146
 AW2146'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2146'MARK NOT FOUND.
 AW2146
 AW2146                          STATION RECOVERY (1998)
 AW2146
 AW2146'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2146'MARK NOT FOUND.
 AW2146
 AW2146                          STATION RECOVERY (2004)
 AW2146
 AW2146'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0078 ***********************************************************************
 AE0078  DESIGNATION -  Y 128
 AE0078  PID         -  AE0078
 AE0078  STATE/COUNTY-  TX/JIM HOGG
 AE0078  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0078
 AE0078                         *CURRENT SURVEY CONTROL
 AE0078  ___________________________________________________________________
 AE0078* NAD 83(1986)-  26 57 40.     (N)    098 29 47.     (W)     SCALED    
 AE0078* NAVD 88     -       104.463  (meters)     342.73   (feet)  ADJUSTED  
 AE0078  ___________________________________________________________________
 AE0078  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AE0078  DYNAMIC HT  -         104.294 (meters)     342.17  (feet)  COMP
 AE0078  MODELED GRAV-     979,032.0   (mgal)                       NAVD 88
 AE0078
 AE0078  VERT ORDER  -  SECOND    CLASS 0
 AE0078
 AE0078.The horizontal coordinates were scaled from a topographic map and have
 AE0078.an estimated accuracy of +/- 6 seconds.
 AE0078
 AE0078.The orthometric height was determined by differential leveling
 AE0078.and adjusted by the National Geodetic Survey in June 1991..
 AE0078
 AE0078.The geoid height was determined by GEOID03.
 AE0078
 AE0078.The dynamic height is computed by dividing the NAVD 88
 AE0078.geopotential number by the normal gravity value computed on the
 AE0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0078.degrees latitude (g = 980.6199 gals.).
 AE0078
 AE0078.The modeled gravity was interpolated from observed gravity values.
 AE0078
 AE0078;                    North         East    Units  Estimated Accuracy
 AE0078;SPC TX S     - 5,143,410.      300,360.      MT  (+/- 180 meters Scaled)
 AE0078
 AE0078                          SUPERSEDED SURVEY CONTROL
 AE0078
 AE0078  NGVD 29 (??/??/92)  104.508  (m)          342.87   (f) ADJ UNCH    2 0
 AE0078
 AE0078.Superseded values are not recommended for survey control.
 AE0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0078.See file dsdata.txt to determine how the superseded data were derived.
 AE0078
 AE0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ499822(NAD 83)
 AE0078_MARKER: DB = BENCH MARK DISK
 AE0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0078_STAMPING: Y 128 1933
 AE0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0078+STABILITY: SURFACE MOTION
 AE0078
 AE0078  HISTORY     - Date     Condition        Report By
 AE0078  HISTORY     - 1933     MONUMENTED       CGS
 AE0078  HISTORY     - 1942     GOOD             NGS
 AE0078
 AE0078                          STATION DESCRIPTION
 AE0078
 AE0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0078'6.5 MI S FROM ALTAVISTA.
 AE0078'TO REACH FROM THE ALTAVISTA POST OFFICE AT THE W.W. JONES RANCH
 AE0078'HOUSE-- PROCEED 6.5 MILES SOUTHERLY ALONG ROAD TOWARDS SANTA ELENA TO
 AE0078'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 1.1 MILES SOUTH OF
 AE0078'INTERSECTION OF A CROSSROAD, 30.0 FEET SOUTH OF A CURVE AND 10.0 FEET
 AE0078'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT
 AE0078'IS 2.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  A STD. DISK SET
 AE0078'IN CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1856 ***********************************************************************
 AW1856  DESIGNATION -  Y 1281
 AW1856  PID         -  AW1856
 AW1856  STATE/COUNTY-  TX/HARRIS
 AW1856  USGS QUAD   -  SATSUMA (1982)
 AW1856
 AW1856                         *CURRENT SURVEY CONTROL
 AW1856  ___________________________________________________________________
 AW1856* NAD 83(1986)-  29 52 43.     (N)    095 34 07.     (W)     SCALED    
 AW1856* NAVD 88     -        33.022  (meters)     108.34   (feet)  ADJUSTED  
 AW1856  ___________________________________________________________________
 AW1856  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW1856  DYNAMIC HT  -          32.977 (meters)     108.19  (feet)  COMP
 AW1856  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 AW1856
 AW1856  VERT ORDER  -  FIRST     CLASS II
 AW1856
 AW1856.The horizontal coordinates were scaled from a topographic map and have
 AW1856.an estimated accuracy of +/- 6 seconds.
 AW1856
 AW1856.The orthometric height was determined by differential leveling
 AW1856.and adjusted by the National Geodetic Survey in June 1991..
 AW1856
 AW1856.The geoid height was determined by GEOID03.
 AW1856
 AW1856.The dynamic height is computed by dividing the NAVD 88
 AW1856.geopotential number by the normal gravity value computed on the
 AW1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1856.degrees latitude (g = 980.6199 gals.).
 AW1856
 AW1856.The modeled gravity was interpolated from observed gravity values.
 AW1856
 AW1856;                    North         East    Units  Estimated Accuracy
 AW1856;SPC TXSC     - 4,231,540.      931,410.      MT  (+/- 180 meters Scaled)
 AW1856
 AW1856                          SUPERSEDED SURVEY CONTROL
 AW1856
 AW1856  NGVD 29 (12/23/87)   33.016  (m)          108.32   (f) ADJUSTED    1 2
 AW1856
 AW1856.Superseded values are not recommended for survey control.
 AW1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1856.See file dsdata.txt to determine how the superseded data were derived.
 AW1856
 AW1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP519081(NAD 83)
 AW1856_MARKER: DB = BENCH MARK DISK
 AW1856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1856_SP_SET: STAINLESS STEEL ROD
 AW1856_STAMPING: Y 1281 1978
 AW1856_MARK LOGO: NGS   
 AW1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1856
 AW1856  HISTORY     - Date     Condition        Report By
 AW1856  HISTORY     - 1978     MONUMENTED       NGS
 AW1856  HISTORY     - 1986     GOOD             NGS
 AW1856  HISTORY     - 19940326 GOOD             USPSQD
 AW1856  HISTORY     - 20040212 MARK NOT FOUND   USPSQD
 AW1856
 AW1856                          STATION DESCRIPTION
 AW1856
 AW1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1856'2.2 MI NW FROM FAIRBANKS.
 AW1856'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE IN
 AW1856'FAIRBANKS, AT THE SECOND POLE NORTHWEST AND
 AW1856'ACROSS THE TRACKS FROM MILE POLE 16,
 AW1856'51 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 AW1856'LANES OF A ROAD THAT Y-S OFF OF 290 ONTO HEMPSTEAD ROAD, 32.5 FEET
 AW1856'NORTHEAST OF THE NORTHEAST RAIL, AND 1.2 FEET NORTHWEST OF A TELEPHONE
 AW1856'POLE.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH CAN BE HAD
 AW1856'THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW1856
 AW1856                          STATION RECOVERY (1986)
 AW1856
 AW1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1856'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.6 KM (2.25
 AW1856'MI) NORTHWESTERLY ALONG THE HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1856'FAIRBANKS.
 AW1856
 AW1856                          STATION RECOVERY (1994)
 AW1856
 AW1856'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1856'RECOVERED IN GOOD CONDITION.
 AW1856
 AW1856                          STATION RECOVERY (2004)
 AW1856
 AW1856'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW1856'NOT FOUND BECAUSE CONSTRUCTION TO WIDEN HWY 290 AND CONSTRUCTION TO
 AW1856'LAY UNDERGROUND NATURAL GAS PIPELING PROBABLY DISTROYED THIS BENCH
 AW1856'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2393 ***********************************************************************
 BY2393  DESIGNATION -  Y 1283
 BY2393  PID         -  BY2393
 BY2393  STATE/COUNTY-  TX/SHELBY
 BY2393  USGS QUAD   -  NEUVILLE (1984)
 BY2393
 BY2393                         *CURRENT SURVEY CONTROL
 BY2393  ___________________________________________________________________
 BY2393* NAD 83(1986)-  31 42 27.     (N)    094 09 59.     (W)     SCALED    
 BY2393* NAVD 88     -       137.948  (meters)     452.58   (feet)  ADJUSTED  
 BY2393  ___________________________________________________________________
 BY2393  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY2393  DYNAMIC HT  -         137.783 (meters)     452.04  (feet)  COMP
 BY2393  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 BY2393
 BY2393  VERT ORDER  -  FIRST     CLASS II
 BY2393
 BY2393.The horizontal coordinates were scaled from a topographic map and have
 BY2393.an estimated accuracy of +/- 6 seconds.
 BY2393
 BY2393.The orthometric height was determined by differential leveling
 BY2393.and adjusted by the National Geodetic Survey in June 1991..
 BY2393
 BY2393.The geoid height was determined by GEOID03.
 BY2393
 BY2393.The dynamic height is computed by dividing the NAVD 88
 BY2393.geopotential number by the normal gravity value computed on the
 BY2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2393.degrees latitude (g = 980.6199 gals.).
 BY2393
 BY2393.The modeled gravity was interpolated from observed gravity values.
 BY2393
 BY2393;                    North         East    Units  Estimated Accuracy
 BY2393;SPC TX C     - 3,242,440.    1,284,250.      MT  (+/- 180 meters Scaled)
 BY2393
 BY2393                          SUPERSEDED SURVEY CONTROL
 BY2393
 BY2393  NGVD 29 (??/??/??)  137.987  (m)          452.71   (f) ADJUSTED    1 2
 BY2393
 BY2393.Superseded values are not recommended for survey control.
 BY2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2393.See file dsdata.txt to determine how the superseded data were derived.
 BY2393
 BY2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR894086(NAD 83)
 BY2393_MARKER: DB = BENCH MARK DISK
 BY2393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2393_SP_SET: STAINLESS STEEL ROD
 BY2393_STAMPING: Y 1283 1979
 BY2393_PROJECTION: FLUSH
 BY2393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2393_ROD/PIPE-DEPTH: 4.57 meters
 BY2393
 BY2393  HISTORY     - Date     Condition        Report By
 BY2393  HISTORY     - 1979     MONUMENTED       NGS
 BY2393
 BY2393                          STATION DESCRIPTION
 BY2393
 BY2393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2393'7.55 MI SOUTH FROM CENTER.
 BY2393'7.55 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2393'HIGHWAY 87 IN CENTER, AT THE JUNCTION OF A DIRT ROAD LEADING WEST,
 BY2393'AT THE TOP OF A HILL, 191.0 FT. SOUTH OF THE CENTER OF A GRAVEL ROAD,
 BY2393'81.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 43.0 FT. EAST OF THE
 BY2393'CENTERLINE OF THE DIRT ROAD, 6.0 FT. SOUTH OF TELEPHONE JUNCTION BOX
 BY2393'NUMBER 349, 3.0 FT. SOUTH OF A POWERLINE POLE.  DISK IS 2 INCHES BELOW
 BY2393'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2393'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 BY2393'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2394 ***********************************************************************
 BX2394  DESIGNATION -  Y 1284
 BX2394  PID         -  BX2394
 BX2394  STATE/COUNTY-  TX/JASPER
 BX2394  USGS QUAD   -  HARRISBURG (1984)
 BX2394
 BX2394                         *CURRENT SURVEY CONTROL
 BX2394  ___________________________________________________________________
 BX2394* NAD 83(1986)-  31 06 47.     (N)    093 59 29.     (W)     SCALED    
 BX2394* NAVD 88     -        60.998  (meters)     200.12   (feet)  ADJUSTED  
 BX2394  ___________________________________________________________________
 BX2394  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BX2394  DYNAMIC HT  -          60.919 (meters)     199.87  (feet)  COMP
 BX2394  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 BX2394  OBS GRAVITY -     979,358.9   (mgal)                       GRAV_OBS
 BX2394
 BX2394  VERT ORDER  -  FIRST     CLASS II
 BX2394
 BX2394.The horizontal coordinates were scaled from a topographic map and have
 BX2394.an estimated accuracy of +/- 6 seconds.
 BX2394
 BX2394.The orthometric height was determined by differential leveling
 BX2394.and adjusted by the National Geodetic Survey in June 1991..
 BX2394
 BX2394.The geoid height was determined by GEOID03.
 BX2394
 BX2394.The dynamic height is computed by dividing the NAVD 88
 BX2394.geopotential number by the normal gravity value computed on the
 BX2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2394.degrees latitude (g = 980.6199 gals.).
 BX2394
 BX2394.The modeled gravity was interpolated from observed gravity values.
 BX2394.The observed gravity was obtained from relative gravimeter ties
 BX2394.to the IGSN71 gravity network.
 BX2394
 BX2394;                    North         East    Units  Estimated Accuracy
 BX2394;SPC TX C     - 3,177,580.    1,304,570.      MT  (+/- 180 meters Scaled)
 BX2394
 BX2394                          SUPERSEDED SURVEY CONTROL
 BX2394
 BX2394  NGVD 29 (??/??/??)   61.003  (m)          200.14   (f) ADJUSTED    1 2
 BX2394
 BX2394.Superseded values are not recommended for survey control.
 BX2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2394.See file dsdata.txt to determine how the superseded data were derived.
 BX2394
 BX2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ054425(NAD 83)
 BX2394_MARKER: I = METAL ROD
 BX2394_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2394_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BX2394_STAMPING: Y 1284 1979
 BX2394_PROJECTION: FLUSH
 BX2394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2394+STABILITY: POSITION/ELEVATION WELL
 BX2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2394+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2001
 BX2394_ROD/PIPE-DEPTH: 13.7 meters
 BX2394_SLEEVE-DEPTH  : 11.9 meters
 BX2394
 BX2394  HISTORY     - Date     Condition        Report By
 BX2394  HISTORY     - 1979     MONUMENTED       NGS
 BX2394  HISTORY     - 20010618 GOOD             USPSQD
 BX2394
 BX2394                          STATION DESCRIPTION
 BX2394
 BX2394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2394'9.4 MI SOUTH FROM PINELAND.
 BX2394'9.4 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2394'ROAD 83 IN PINELAND, AT THE RAYBURN SOUTHWESTERN BELL CENTRAL OFFICE,
 BX2394'AT THE JUNCTION OF FARM ROAD 100, 132.0 FT. SOUTH OF THE SOUTHWEST
 BX2394'CORNER OF THE OFFICE, 122.0 FT. NORTH OF THE CENTERLINE OF THE ROAD,
 BX2394'79.0 FT. WEST OF THE CENTERLINE OF A DRIVE LEADING TO THE BUILDING,
 BX2394'37.0 FT. NORTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE
 BX2394'AROUND THE BUILDING, 4.0 FT. EAST OF THE FENCE, 51.0 FT. SOUTH
 BX2394'OF THE MAIN ELECTRIC SWITCH BOX MOUNTED ON A POWERLINE POLE.
 BX2394'DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BX2394'THROUGH A 5-INCH LOGO CAP.
 BX2394'THE MARK IS 4 FT  E FROM A WITNESS POST.
 BX2394'THE MARK IS 3 FT BELOW THE ROAD.
 BX2394
 BX2394                          STATION RECOVERY (2001)
 BX2394
 BX2394'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BX2394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1960 ***********************************************************************
 BK1960  DESIGNATION -  Y 1285
 BK1960  PID         -  BK1960
 BK1960  STATE/COUNTY-  TX/JASPER
 BK1960  USGS QUAD   -  BUNA (1984)
 BK1960
 BK1960                         *CURRENT SURVEY CONTROL
 BK1960  ___________________________________________________________________
 BK1960* NAD 83(1986)-  30 28 35.     (N)    093 57 29.     (W)     SCALED    
 BK1960* NAVD 88     -        24.875  (meters)      81.61   (feet)  ADJUSTED  
 BK1960  ___________________________________________________________________
 BK1960  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1960  DYNAMIC HT  -          24.842 (meters)      81.50  (feet)  COMP
 BK1960  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BK1960
 BK1960  VERT ORDER  -  FIRST     CLASS II
 BK1960
 BK1960.The horizontal coordinates were scaled from a topographic map and have
 BK1960.an estimated accuracy of +/- 6 seconds.
 BK1960
 BK1960.The orthometric height was determined by differential leveling
 BK1960.and adjusted by the National Geodetic Survey in June 1991..
 BK1960
 BK1960.The geoid height was determined by GEOID03.
 BK1960
 BK1960.The dynamic height is computed by dividing the NAVD 88
 BK1960.geopotential number by the normal gravity value computed on the
 BK1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1960.degrees latitude (g = 980.6199 gals.).
 BK1960
 BK1960.The modeled gravity was interpolated from observed gravity values.
 BK1960
 BK1960;                    North         East    Units  Estimated Accuracy
 BK1960;SPC TX C     - 3,107,300.    1,311,790.      MT  (+/- 180 meters Scaled)
 BK1960
 BK1960                          SUPERSEDED SURVEY CONTROL
 BK1960
 BK1960  NGVD 29 (??/??/??)   24.850  (m)           81.53   (f) ADJUSTED    1 2
 BK1960
 BK1960.Superseded values are not recommended for survey control.
 BK1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1960.See file dsdata.txt to determine how the superseded data were derived.
 BK1960
 BK1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP080719(NAD 83)
 BK1960_MARKER: I = METAL ROD
 BK1960_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1960_SP_SET: STAINLESS STEEL ROD
 BK1960_STAMPING: Y 1285 1979
 BK1960_PROJECTION: FLUSH
 BK1960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1960+STABILITY: POSITION/ELEVATION WELL
 BK1960_ROD/PIPE-DEPTH: 9.14 meters
 BK1960
 BK1960  HISTORY     - Date     Condition        Report By
 BK1960  HISTORY     - 1979     MONUMENTED       NGS
 BK1960  HISTORY     - 20020727 GOOD             USPSQD
 BK1960  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1960
 BK1960                          STATION DESCRIPTION
 BK1960
 BK1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1960'2.3 MI NE FROM BUNA.
 BK1960'2.3 MILES NORTHEAST ALONG U.S.HIGHWAY 96 FROM THE JUNCTION OF STATE
 BK1960'HIGHWAY 62 IN BUNA, AT THE JUNCTION OF A PAVED ROAD LEADING WEST,
 BK1960'274.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 29.6 FT. NORTH OF THE
 BK1960'CENTERLINE OF THE ROAD, 47.0 FT. SOUTHWEST OF A 30-INCH PINE TREE, 2.0
 BK1960'FT. WEST OF A CORNER FENCE POST.  DISK IS 4 INCHES BELOW GROUND,
 BK1960'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1960'THE MARK IS 2 FT  E FROM A WITNESS POST.
 BK1960'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BK1960
 BK1960                          STATION RECOVERY (2002)
 BK1960
 BK1960'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1960'RECOVERED IN GOOD CONDITION.
 BK1960
 BK1960                          STATION RECOVERY (2004)
 BK1960
 BK1960'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2420 ***********************************************************************
 BY2420  DESIGNATION -  Y 1286
 BY2420  PID         -  BY2420
 BY2420  STATE/COUNTY-  TX/SABINE
 BY2420  USGS QUAD   -  BRONSON (1984)
 BY2420
 BY2420                         *CURRENT SURVEY CONTROL
 BY2420  ___________________________________________________________________
 BY2420* NAD 83(1986)-  31 19 18.     (N)    094 00 19.     (W)     SCALED    
 BY2420* NAVD 88     -       100.871  (meters)     330.94   (feet)  ADJUSTED  
 BY2420  ___________________________________________________________________
 BY2420  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BY2420  DYNAMIC HT  -         100.744 (meters)     330.52  (feet)  COMP
 BY2420  MODELED GRAV-     979,381.2   (mgal)                       NAVD 88
 BY2420
 BY2420  VERT ORDER  -  FIRST     CLASS II
 BY2420
 BY2420.The horizontal coordinates were scaled from a topographic map and have
 BY2420.an estimated accuracy of +/- 6 seconds.
 BY2420
 BY2420.The orthometric height was determined by differential leveling
 BY2420.and adjusted by the National Geodetic Survey in June 1991..
 BY2420
 BY2420.The geoid height was determined by GEOID03.
 BY2420
 BY2420.The dynamic height is computed by dividing the NAVD 88
 BY2420.geopotential number by the normal gravity value computed on the
 BY2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2420.degrees latitude (g = 980.6199 gals.).
 BY2420
 BY2420.The modeled gravity was interpolated from observed gravity values.
 BY2420
 BY2420;                    North         East    Units  Estimated Accuracy
 BY2420;SPC TX C     - 3,200,590.    1,301,930.      MT  (+/- 180 meters Scaled)
 BY2420
 BY2420                          SUPERSEDED SURVEY CONTROL
 BY2420
 BY2420  NGVD 29 (??/??/??)  100.889  (m)          331.00   (f) ADJUSTED    1 2
 BY2420
 BY2420.Superseded values are not recommended for survey control.
 BY2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2420.See file dsdata.txt to determine how the superseded data were derived.
 BY2420
 BY2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ043656(NAD 83)
 BY2420_MARKER: DB = BENCH MARK DISK
 BY2420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2420_SP_SET: STAINLESS STEEL ROD
 BY2420_STAMPING: Y 1286 1979
 BY2420_PROJECTION: PROJECTING 3 CENTIMETERS
 BY2420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2420_ROD/PIPE-DEPTH: 3.05 meters
 BY2420
 BY2420  HISTORY     - Date     Condition        Report By
 BY2420  HISTORY     - 1979     MONUMENTED       NGS
 BY2420
 BY2420                          STATION DESCRIPTION
 BY2420
 BY2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2420'1.65 MI SOUTH FROM BRONSON.
 BY2420'1.65 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2420'HIGHWAY 184 IN BRONSON, AT A PIPELINE CROSSING, 162.0 FT.
 BY2420'WEST-NORTHWEST OF AND ACROSS THE HIGHWAY FROM A DRIVE LEADING TO
 BY2420'A WHITE WOOD FRAME HOUSE, 68.0 FT. WEST-SOUTHWEST OF THE CENTERLINE
 BY2420'OF THE HIGHWAY, 30.0 FT. NORTHEAST OF THE PIPELINE CROSSING, 3.0 FT.
 BY2420'NORTH OF A TELEPHONE JUNCTION BOX, 26.0 FT. SOUTH-SOUTHEAST OF A
 BY2420'TELEPHONE POLE WITH GUY POLE.  NOTE-AN EXHAUSTIVE EFFORT WAS USED TO
 BY2420'GAIN THIS ROD DEPTH.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH
 BY2420'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2420'THE MARK IS 1.3 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2520 ***********************************************************************
 BY2520  DESIGNATION -  Y 1287
 BY2520  PID         -  BY2520
 BY2520  STATE/COUNTY-  TX/NACOGDOCHES
 BY2520  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2520
 BY2520                         *CURRENT SURVEY CONTROL
 BY2520  ___________________________________________________________________
 BY2520* NAD 83(1986)-  31 39 32.     (N)    094 41 46.     (W)     SCALED    
 BY2520* NAVD 88     -       132.384  (meters)     434.33   (feet)  ADJUSTED  
 BY2520  ___________________________________________________________________
 BY2520  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BY2520  DYNAMIC HT  -         132.221 (meters)     433.80  (feet)  COMP
 BY2520  MODELED GRAV-     979,406.2   (mgal)                       NAVD 88
 BY2520
 BY2520  VERT ORDER  -  FIRST     CLASS II
 BY2520
 BY2520.The horizontal coordinates were scaled from a topographic map and have
 BY2520.an estimated accuracy of +/- 6 seconds.
 BY2520
 BY2520.The orthometric height was determined by differential leveling
 BY2520.and adjusted by the National Geodetic Survey in June 1991..
 BY2520
 BY2520.The geoid height was determined by GEOID03.
 BY2520
 BY2520.The dynamic height is computed by dividing the NAVD 88
 BY2520.geopotential number by the normal gravity value computed on the
 BY2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2520.degrees latitude (g = 980.6199 gals.).
 BY2520
 BY2520.The modeled gravity was interpolated from observed gravity values.
 BY2520
 BY2520;                    North         East    Units  Estimated Accuracy
 BY2520;SPC TX C     - 3,234,400.    1,234,390.      MT  (+/- 180 meters Scaled)
 BY2520
 BY2520                          SUPERSEDED SURVEY CONTROL
 BY2520
 BY2520.No superseded survey control is available for this station.
 BY2520
 BY2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR391038(NAD 83)
 BY2520_MARKER: DB = BENCH MARK DISK
 BY2520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2520_SP_SET: STAINLESS STEEL ROD
 BY2520_STAMPING: Y 1287 1979
 BY2520_PROJECTION: FLUSH
 BY2520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2520_ROD/PIPE-DEPTH: 4.11 meters
 BY2520
 BY2520  HISTORY     - Date     Condition        Report By
 BY2520  HISTORY     - 1979     MONUMENTED       NGS
 BY2520  HISTORY     - 19980919 GOOD             USPSQD
 BY2520
 BY2520                          STATION DESCRIPTION
 BY2520
 BY2520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2520'6.75 MI NW FROM NACOGDOCHES.
 BY2520'6.75 MILES NORTHWEST ALONG FARM ROAD 1638 FROM THE JUNCTION OF U.S.
 BY2520'HIGHWAY 59 IN NACOGDOCHES, AT THE JUNCTION OF A DIRT ROAD LEADING
 BY2520'WEST, 71.0 FT. NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 39.5 FT.
 BY2520'SOUTHWEST OF THE CENTERLINE OF THE FARM ROAD, 16.0 FT. SOUTHEAST OF
 BY2520'THE CENTER OF A WIRE GATE, 19.5 FT. SOUTH-SOUTHWEST OF THE SOUTH END
 BY2520'OF A 3-FT. CONCRETE CULVERT. 1.0 FT. EAST-NORTHEAST OF A FENCE.  DISK
 BY2520'IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2520'PLASTIC SCREW PLUG.
 BY2520'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 BY2520'THE MARK IS 3 FT ABOVE THE ROAD.
 BY2520
 BY2520                          STATION RECOVERY (1998)
 BY2520
 BY2520'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1934 ***********************************************************************
 BK1934  DESIGNATION -  Y 1288
 BK1934  PID         -  BK1934
 BK1934  STATE/COUNTY-  TX/JASPER
 BK1934  USGS QUAD   -  ROGANVILLE (1984)
 BK1934
 BK1934                         *CURRENT SURVEY CONTROL
 BK1934  ___________________________________________________________________
 BK1934* NAD 83(1986)-  30 50 51.     (N)    093 58 37.     (W)     SCALED    
 BK1934* NAVD 88     -        91.996  (meters)     301.82   (feet)  ADJUSTED  
 BK1934  ___________________________________________________________________
 BK1934  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BK1934  DYNAMIC HT  -          91.877 (meters)     301.43  (feet)  COMP
 BK1934  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BK1934
 BK1934  VERT ORDER  -  FIRST     CLASS II
 BK1934
 BK1934.The horizontal coordinates were scaled from a topographic map and have
 BK1934.an estimated accuracy of +/- 6 seconds.
 BK1934
 BK1934.The orthometric height was determined by differential leveling
 BK1934.and adjusted by the National Geodetic Survey in June 1991..
 BK1934
 BK1934.The geoid height was determined by GEOID03.
 BK1934
 BK1934.The dynamic height is computed by dividing the NAVD 88
 BK1934.geopotential number by the normal gravity value computed on the
 BK1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1934.degrees latitude (g = 980.6199 gals.).
 BK1934
 BK1934.The modeled gravity was interpolated from observed gravity values.
 BK1934
 BK1934;                    North         East    Units  Estimated Accuracy
 BK1934;SPC TX C     - 3,148,270.    1,307,630.      MT  (+/- 180 meters Scaled)
 BK1934
 BK1934                          SUPERSEDED SURVEY CONTROL
 BK1934
 BK1934  NGVD 29 (??/??/??)   91.989  (m)          301.80   (f) ADJUSTED    1 2
 BK1934
 BK1934.Superseded values are not recommended for survey control.
 BK1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1934.See file dsdata.txt to determine how the superseded data were derived.
 BK1934
 BK1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ065131(NAD 83)
 BK1934_MARKER: I = METAL ROD
 BK1934_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1934_SP_SET: STAINLESS STEEL ROD
 BK1934_STAMPING: Y 1288 1979
 BK1934_PROJECTION: FLUSH
 BK1934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1934+STABILITY: POSITION/ELEVATION WELL
 BK1934_ROD/PIPE-DEPTH: 7.62 meters
 BK1934
 BK1934  HISTORY     - Date     Condition        Report By
 BK1934  HISTORY     - 1979     MONUMENTED       NGS
 BK1934
 BK1934                          STATION DESCRIPTION
 BK1934
 BK1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1934'4.35 MI SOUTH FROM JASPER.
 BK1934'4.35 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1934'HIGHWAY 190 IN JASPER, 320 FT. NORTH OF THE CENTERLINE OF A PRIVATE
 BK1934'DIRT ROAD LEADING WEST, 60.9 FT. WEST OF THE CENTERLINE OF THE
 BK1934'HIGHWAY, 51.0 FT. SOUTHEAST OF A 24-INCH OAK TREE, 305.0 FT. NORTH
 BK1934'OF A CYCLONE FENCE CORNER POST, 1.0 FT. EAST OF THE FENCE, 250.0 FT.
 BK1934'SOUTH A POWERLINE POLE WITH TRANSFORMER, 13.4 NORTH OF A POWERLINE
 BK1934'POLE.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BK1934'A 4-INCH PLASTIC SCREW PLUG.
 BK1934'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BK1934'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2397 ***********************************************************************
 BX2397  DESIGNATION -  Y 1289
 BX2397  PID         -  BX2397
 BX2397  STATE/COUNTY-  TX/JASPER
 BX2397  USGS QUAD   -  HARRISBURG (1984)
 BX2397
 BX2397                         *CURRENT SURVEY CONTROL
 BX2397  ___________________________________________________________________
 BX2397* NAD 83(1986)-  31 03 27.     (N)    093 59 03.     (W)     SCALED    
 BX2397* NAVD 88     -       128.951  (meters)     423.07   (feet)  ADJUSTED  
 BX2397  ___________________________________________________________________
 BX2397  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BX2397  DYNAMIC HT  -         128.784 (meters)     422.52  (feet)  COMP
 BX2397  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BX2397
 BX2397  VERT ORDER  -  FIRST     CLASS II
 BX2397
 BX2397.The horizontal coordinates were scaled from a topographic map and have
 BX2397.an estimated accuracy of +/- 6 seconds.
 BX2397
 BX2397.The orthometric height was determined by differential leveling
 BX2397.and adjusted by the National Geodetic Survey in June 1991..
 BX2397
 BX2397.The geoid height was determined by GEOID03.
 BX2397
 BX2397.The dynamic height is computed by dividing the NAVD 88
 BX2397.geopotential number by the normal gravity value computed on the
 BX2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2397.degrees latitude (g = 980.6199 gals.).
 BX2397
 BX2397.The modeled gravity was interpolated from observed gravity values.
 BX2397
 BX2397;                    North         East    Units  Estimated Accuracy
 BX2397;SPC TX C     - 3,171,470.    1,305,610.      MT  (+/- 180 meters Scaled)
 BX2397
 BX2397                          SUPERSEDED SURVEY CONTROL
 BX2397
 BX2397  NGVD 29 (??/??/??)  128.953  (m)          423.07   (f) ADJUSTED    1 2
 BX2397
 BX2397.Superseded values are not recommended for survey control.
 BX2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2397.See file dsdata.txt to determine how the superseded data were derived.
 BX2397
 BX2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ061363(NAD 83)
 BX2397_MARKER: DB = BENCH MARK DISK
 BX2397_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2397_SP_SET: STAINLESS STEEL ROD
 BX2397_STAMPING: Y 1289 1979
 BX2397_PROJECTION: FLUSH
 BX2397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2397+STABILITY: POSITION/ELEVATION WELL
 BX2397_ROD/PIPE-DEPTH: 7.62 meters
 BX2397
 BX2397  HISTORY     - Date     Condition        Report By
 BX2397  HISTORY     - 1979     MONUMENTED       NGS
 BX2397
 BX2397                          STATION DESCRIPTION
 BX2397
 BX2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2397'9.8 MI NORTH FROM JASPER.
 BX2397'9.8 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BX2397'HIGHWAY 190 IN JASPER, 0.1 MILE NORTH OF THE JUNCTION OF FARM
 BX2397'ROAD 255 LEADING WEST TO RAYBURN DAM, 117.3 FT. WEST OF THE
 BX2397'CENTERLINE OF HIGHWAY 96 SOUTHBOUND, 84.0 FT. WEST-NORTHWEST
 BX2397'OF A SAM RAYBURN DAM HIGHWAY SIGN, 120.0 FT. SOUTHWEST OF THE
 BX2397'SOUTHERNMOST ONE OF FOUR MAILBOXES, 59.0 FT. NORTH OF A 12-INCH
 BX2397'WOODEN GATE POST, 29.4 FT. SOUTH OF A 20-INCH OAK TREE, 1.0 FT.
 BX2397'EAST OF A FENCE LINE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO
 BX2397'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2397'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BX2397'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2493 ***********************************************************************
 BY2493  DESIGNATION -  Y 1289 A
 BY2493  PID         -  BY2493
 BY2493  STATE/COUNTY-  TX/CHEROKEE
 BY2493  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY2493
 BY2493                         *CURRENT SURVEY CONTROL
 BY2493  ___________________________________________________________________
 BY2493* NAD 83(1986)-  31 53 01.     (N)    095 05 28.     (W)     SCALED    
 BY2493* NAVD 88     -        98.184  (meters)     322.13   (feet)  ADJUSTED  
 BY2493  ___________________________________________________________________
 BY2493  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY2493  DYNAMIC HT  -          98.067 (meters)     321.74  (feet)  COMP
 BY2493  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BY2493
 BY2493  VERT ORDER  -  FIRST     CLASS II
 BY2493
 BY2493.The horizontal coordinates were scaled from a topographic map and have
 BY2493.an estimated accuracy of +/- 6 seconds.
 BY2493
 BY2493.The orthometric height was determined by differential leveling
 BY2493.and adjusted by the National Geodetic Survey in June 1991..
 BY2493
 BY2493.The geoid height was determined by GEOID03.
 BY2493
 BY2493.The dynamic height is computed by dividing the NAVD 88
 BY2493.geopotential number by the normal gravity value computed on the
 BY2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2493.degrees latitude (g = 980.6199 gals.).
 BY2493
 BY2493.The modeled gravity was interpolated from observed gravity values.
 BY2493
 BY2493;                    North         East    Units  Estimated Accuracy
 BY2493;SPC TX C     - 3,257,460.    1,195,800.      MT  (+/- 180 meters Scaled)
 BY2493
 BY2493                          SUPERSEDED SURVEY CONTROL
 BY2493
 BY2493.No superseded survey control is available for this station.
 BY2493
 BY2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR022294(NAD 83)
 BY2493_MARKER: DB = BENCH MARK DISK
 BY2493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2493_SP_SET: STAINLESS STEEL ROD
 BY2493_STAMPING: Y 1289 A 1979
 BY2493_PROJECTION: FLUSH
 BY2493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2493_ROD/PIPE-DEPTH: 4.57 meters
 BY2493
 BY2493  HISTORY     - Date     Condition        Report By
 BY2493  HISTORY     - 1979     MONUMENTED       NGS
 BY2493  HISTORY     - 19960420 GOOD             USPSQD
 BY2493  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 BY2493
 BY2493                          STATION DESCRIPTION
 BY2493
 BY2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2493'1.35 MI SW FROM PONTA.
 BY2493'1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 110 FROM THE JUNCTION OF
 BY2493'STATE HIGHWAY 204 IN PONTA, ALSO 3.3 MILES EAST ALONG FARM ROAD 22
 BY2493'FROM THE POST OFFICE IN GALLATIN, THENCE 0.1 MILE NORTHEAST ALONG
 BY2493'STATE HIGHWAY 110, AT THE TOP OF A CUTBANK SOUTHEAST OF THE ROAD,
 BY2493'200 FT. NORTHEAST OF THE CENTER OF A METAL CATTLE GUARD, 164 FT. EAST
 BY2493'OF A BOX CULVERT, 98.0 FT. SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BY2493'33.0 FT. SOUTHEAST OF A CUTBANK, 13.0 FT. NORTHEAST OF A RIGHT-OF-WAY
 BY2493'MARKER, 11.0 FT. NORTHEAST OF A CREOSOTED FENCE POST PROJECTING 5 FT.
 BY2493'0.7 FT. NORTHWEST OF A FENCE.  DISK IS 3 INCHES BELOW GROUND, ACCESS
 BY2493'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2493'THE MARK IS 1.6 FT  SW FROM A WITNESS POST.
 BY2493'THE MARK IS 7 FT ABOVE THE HIGHWAY.
 BY2493
 BY2493                          STATION RECOVERY (1996)
 BY2493
 BY2493'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2493'RECOVERED IN GOOD CONDITION.
 BY2493
 BY2493                          STATION RECOVERY (2004)
 BY2493
 BY2493'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 BY2493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0612 ***********************************************************************
 AE0612  DESIGNATION -  Y 129
 AE0612  PID         -  AE0612
 AE0612  STATE/COUNTY-  TX/STARR
 AE0612  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0612
 AE0612                         *CURRENT SURVEY CONTROL
 AE0612  ___________________________________________________________________
 AE0612* NAD 83(1986)-  26 23 29.     (N)    098 47 53.     (W)     SCALED    
 AE0612* NAVD 88     -        62.681  (meters)     205.65   (feet)  ADJUSTED  
 AE0612  ___________________________________________________________________
 AE0612  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AE0612  DYNAMIC HT  -          62.578 (meters)     205.31  (feet)  COMP
 AE0612  MODELED GRAV-     979,000.6   (mgal)                       NAVD 88
 AE0612
 AE0612  VERT ORDER  -  FIRST     CLASS II
 AE0612
 AE0612.The horizontal coordinates were scaled from a topographic map and have
 AE0612.an estimated accuracy of +/- 6 seconds.
 AE0612
 AE0612.The orthometric height was determined by differential leveling
 AE0612.and adjusted by the National Geodetic Survey in June 1991..
 AE0612
 AE0612.The geoid height was determined by GEOID03.
 AE0612
 AE0612.The dynamic height is computed by dividing the NAVD 88
 AE0612.geopotential number by the normal gravity value computed on the
 AE0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0612.degrees latitude (g = 980.6199 gals.).
 AE0612
 AE0612.The modeled gravity was interpolated from observed gravity values.
 AE0612
 AE0612;                    North         East    Units  Estimated Accuracy
 AE0612;SPC TX S     - 5,080,330.      270,260.      MT  (+/- 180 meters Scaled)
 AE0612
 AE0612                          SUPERSEDED SURVEY CONTROL
 AE0612
 AE0612  NGVD 29 (??/??/92)   62.733  (m)          205.82   (f) ADJ UNCH    1 2
 AE0612
 AE0612.Superseded values are not recommended for survey control.
 AE0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0612.See file dsdata.txt to determine how the superseded data were derived.
 AE0612
 AE0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ201190(NAD 83)
 AE0612_MARKER: DB = BENCH MARK DISK
 AE0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0612_STAMPING: Y 129 1933 205.817
 AE0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0612+STABILITY: SURFACE MOTION
 AE0612
 AE0612  HISTORY     - Date     Condition        Report By
 AE0612  HISTORY     - 1933     MONUMENTED       CGS
 AE0612  HISTORY     - 1956     GOOD             NGS
 AE0612
 AE0612                          STATION DESCRIPTION
 AE0612
 AE0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0612'1.7 MI N FROM RIO GRANDE CITY.
 AE0612'0.2 MILE EAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0612'CITY, THENCE 1.5 MILES NORTH ALONG FARM ROAD 755, 0.5 MILE NORTHEAST
 AE0612'OF A BRIDGE OVER LOS OLMOS CREEK, 0.15 MILE NORTHEAST OF THE ENTRANCE
 AE0612'TO A DRIVE IN THEATRE, 48 FEET NORTHWEST OF THE CENTER LINE OF THE
 AE0612'FARM ROAD, 42 FEET SOUTHWEST OF A TELEPHONE POLE, 8.8 FEET NORTHWEST
 AE0612'OF A FENCE, 2.6 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AE0612'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2547 ***********************************************************************
 BY2547  DESIGNATION -  Y 1290
 BY2547  PID         -  BY2547
 BY2547  STATE/COUNTY-  TX/ANDERSON
 BY2547  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2547
 BY2547                         *CURRENT SURVEY CONTROL
 BY2547  ___________________________________________________________________
 BY2547* NAD 83(1986)-  31 41 08.     (N)    095 44 16.     (W)     SCALED    
 BY2547* NAVD 88     -        91.685  (meters)     300.80   (feet)  ADJUSTED  
 BY2547  ___________________________________________________________________
 BY2547  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BY2547  DYNAMIC HT  -          91.573 (meters)     300.44  (feet)  COMP
 BY2547  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 BY2547
 BY2547  VERT ORDER  -  FIRST     CLASS II
 BY2547
 BY2547.The horizontal coordinates were scaled from a topographic map and have
 BY2547.an estimated accuracy of +/- 6 seconds.
 BY2547
 BY2547.The orthometric height was determined by differential leveling
 BY2547.and adjusted by the National Geodetic Survey in June 1991..
 BY2547
 BY2547.The geoid height was determined by GEOID03.
 BY2547
 BY2547.The dynamic height is computed by dividing the NAVD 88
 BY2547.geopotential number by the normal gravity value computed on the
 BY2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2547.degrees latitude (g = 980.6199 gals.).
 BY2547
 BY2547.The modeled gravity was interpolated from observed gravity values.
 BY2547
 BY2547;                    North         East    Units  Estimated Accuracy
 BY2547;SPC TX C     - 3,232,810.    1,135,580.      MT  (+/- 180 meters Scaled)
 BY2547
 BY2547                          SUPERSEDED SURVEY CONTROL
 BY2547
 BY2547.No superseded survey control is available for this station.
 BY2547
 BY2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR404088(NAD 83)
 BY2547_MARKER: DB = BENCH MARK DISK
 BY2547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2547_SP_SET: STAINLESS STEEL ROD
 BY2547_STAMPING: Y 1290 1980
 BY2547_PROJECTION: FLUSH
 BY2547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2547_ROD/PIPE-DEPTH: 6.1  meters
 BY2547
 BY2547  HISTORY     - Date     Condition        Report By
 BY2547  HISTORY     - 1980     MONUMENTED       NGS
 BY2547  HISTORY     - 1990     GOOD             USPSQD
 BY2547
 BY2547                          STATION DESCRIPTION
 BY2547
 BY2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2547'14.0 KM SW FROM PALESTINE.
 BY2547'2.4 KM. (1.5 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2547'FEDERAL BUILDING IN PALESTINE, THENCE 11.6 KM. (7.2 MI.) SOUTHWEST
 BY2547'ALONG U.S. HIGHWAY 79, AT A FABRICATING PLANT, 19.2 M. (63.0 FT.)
 BY2547'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.1 M. (33.0 FT.)
 BY2547'NORTHEAST OF THE CENTERLINE OF THE ENTRANCE TO THE PLANT, 6.1 M.
 BY2547'(20.0 FT.) EAST-NORTHEAST OF THE NORTHEAST END OF 40-CM. GALVANIZED
 BY2547'PIPE CULVERT.  0.2 M. (0.5 FT.) NORTHWEST OF A CHAIN LINK FENCE.
 BY2547'DISK IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BY2547'PLASTIC SCREW PLUG.
 BY2547'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BY2547'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BY2547
 BY2547                          STATION RECOVERY (1990)
 BY2547
 BY2547'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1152 ***********************************************************************
 BZ1152  DESIGNATION -  Y 1291
 BZ1152  PID         -  BZ1152
 BZ1152  STATE/COUNTY-  TX/LIMESTONE
 BZ1152  USGS QUAD   -  MEXIA (1982)
 BZ1152
 BZ1152                         *CURRENT SURVEY CONTROL
 BZ1152  ___________________________________________________________________
 BZ1152* NAD 83(1986)-  31 40 30.     (N)    096 28 52.     (W)     SCALED    
 BZ1152* NAVD 88     -       158.192  (meters)     519.00   (feet)  ADJUSTED  
 BZ1152  ___________________________________________________________________
 BZ1152  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ1152  DYNAMIC HT  -         158.003 (meters)     518.38  (feet)  COMP
 BZ1152  MODELED GRAV-     979,440.8   (mgal)                       NAVD 88
 BZ1152  OBS GRAVITY -     979,440.0   (mgal)                       GRAV_OBS
 BZ1152
 BZ1152  VERT ORDER  -  FIRST     CLASS II
 BZ1152
 BZ1152.The horizontal coordinates were scaled from a topographic map and have
 BZ1152.an estimated accuracy of +/- 6 seconds.
 BZ1152
 BZ1152.The orthometric height was determined by differential leveling
 BZ1152.and adjusted by the National Geodetic Survey in June 1991..
 BZ1152
 BZ1152.The geoid height was determined by GEOID03.
 BZ1152
 BZ1152.The dynamic height is computed by dividing the NAVD 88
 BZ1152.geopotential number by the normal gravity value computed on the
 BZ1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1152.degrees latitude (g = 980.6199 gals.).
 BZ1152
 BZ1152.The modeled gravity was interpolated from observed gravity values.
 BZ1152.The observed gravity was obtained from relative gravimeter ties
 BZ1152.to the IGSN71 gravity network.
 BZ1152
 BZ1152;                    North         East    Units  Estimated Accuracy
 BZ1152;SPC TX C     - 3,228,960.    1,065,200.      MT  (+/- 180 meters Scaled)
 BZ1152
 BZ1152                          SUPERSEDED SURVEY CONTROL
 BZ1152
 BZ1152.No superseded survey control is available for this station.
 BZ1152
 BZ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA387071(NAD 83)
 BZ1152_MARKER: I = METAL ROD
 BZ1152_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1152_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1152_STAMPING: Y 1291 1980
 BZ1152_PROJECTION: FLUSH
 BZ1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1152+STABILITY: POSITION/ELEVATION WELL
 BZ1152_ROD/PIPE-DEPTH: 13.7 meters
 BZ1152_SLEEVE-DEPTH  : 12.2 meters
 BZ1152
 BZ1152  HISTORY     - Date     Condition        Report By
 BZ1152  HISTORY     - 1980     MONUMENTED       NGS
 BZ1152
 BZ1152                          STATION DESCRIPTION
 BZ1152
 BZ1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1152'IN MEXIA.
 BZ1152'IN MEXIA, 0.55 KM. (0.35 MI.) SOUTH ALONG MCKINNEY STREET (FARM ROAD
 BZ1152'39) FROM THE POST OFFICE, AT THE CALVARY BAPTIST CHURCH, 18.3 M.
 BZ1152'(60.0 FT.) NORTH OF THE CENTERLINE OF GLENDALE STREET, 1.1 M.
 BZ1152'(3.6 FT.) EAST OF THE SOUTHEAST CORNER OF THE CHURCH, 26.3 M.
 BZ1152'(86.2 FT.) SOUTHWEST OF A POWERLINE POLE WITH A LIGHT, 25.8 M.
 BZ1152'(84.7 FT.) WEST OF THE SOUTHWEST CORNER OF THE PARSONAGE.  DATUM POINT
 BZ1152'IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO
 BZ1152'CAP.
 BZ1152'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1149 ***********************************************************************
 BZ1149  DESIGNATION -  Y 1294
 BZ1149  PID         -  BZ1149
 BZ1149  STATE/COUNTY-  TX/LIMESTONE
 BZ1149  USGS QUAD   -  FALLON (1982)
 BZ1149
 BZ1149                         *CURRENT SURVEY CONTROL
 BZ1149  ___________________________________________________________________
 BZ1149* NAD 83(1986)-  31 36 56.     (N)    096 26 57.     (W)     SCALED    
 BZ1149* NAVD 88     -       152.992  (meters)     501.94   (feet)  ADJUSTED  
 BZ1149  ___________________________________________________________________
 BZ1149  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ1149  DYNAMIC HT  -         152.809 (meters)     501.34  (feet)  COMP
 BZ1149  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 BZ1149
 BZ1149  VERT ORDER  -  FIRST     CLASS II
 BZ1149
 BZ1149.The horizontal coordinates were scaled from a topographic map and have
 BZ1149.an estimated accuracy of +/- 6 seconds.
 BZ1149
 BZ1149.The orthometric height was determined by differential leveling
 BZ1149.and adjusted by the National Geodetic Survey in June 1991..
 BZ1149
 BZ1149.The geoid height was determined by GEOID03.
 BZ1149
 BZ1149.The dynamic height is computed by dividing the NAVD 88
 BZ1149.geopotential number by the normal gravity value computed on the
 BZ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1149.degrees latitude (g = 980.6199 gals.).
 BZ1149
 BZ1149.The modeled gravity was interpolated from observed gravity values.
 BZ1149
 BZ1149;                    North         East    Units  Estimated Accuracy
 BZ1149;SPC TX C     - 3,222,480.    1,068,450.      MT  (+/- 180 meters Scaled)
 BZ1149
 BZ1149                          SUPERSEDED SURVEY CONTROL
 BZ1149
 BZ1149.No superseded survey control is available for this station.
 BZ1149
 BZ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA419006(NAD 83)
 BZ1149_MARKER: I = METAL ROD
 BZ1149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1149_SP_SET: STAINLESS STEEL ROD
 BZ1149_STAMPING: Y 1294 1980
 BZ1149_PROJECTION: FLUSH
 BZ1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1149_ROD/PIPE-DEPTH: 6.1  meters
 BZ1149
 BZ1149  HISTORY     - Date     Condition        Report By
 BZ1149  HISTORY     - 1980     MONUMENTED       NGS
 BZ1149
 BZ1149                          STATION DESCRIPTION
 BZ1149
 BZ1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1149'8.7 KM SE FROM MEXIA.
 BZ1149'8.7 KM. (5.4 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1149'U.S. HIGHWAY 84 IN MEXIA, AT A DIRT ROAD LEADING NORTH, 20.4 M.
 BZ1149'(67.0 FT.) NORTH-NORTHEAST OF THE CENTERLINE OF THE FARM ROAD, 7.3 M.
 BZ1149'(24.0 FT.) EAST OF THE CENTERLINE OF THE DIRT ROAD, 33.2 M. (109 FT.)
 BZ1149'WEST-NORTHWEST OF THE CENTERLINE OF A PAVED ROAD LEADING SOUTHWEST,
 BZ1149'7.3 M. (24.0 FT.) WEST-NORTHWEST AND ACROSS A FENCE FROM A
 BZ1149'POWERLINE POLE, 3.2 M. (10.5 FT.) NORTH OF A CORNER FENCE POST, 0.3 M.
 BZ1149'(1.0 FT.) WEST OF A FENCE, 8.2 M. (27.0 FT.) NORTHEAST OF THE
 BZ1149'SOUTHEAST END OF A STEEL CULVERT UNDER THE DIRT ROAD.  DATUM POINT IS
 BZ1149'6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1149'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 BZ1149'THE MARK IS 0.3 M BELOW THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1182 ***********************************************************************
 BZ1182  DESIGNATION -  Y 1295
 BZ1182  PID         -  BZ1182
 BZ1182  STATE/COUNTY-  TX/HILL
 BZ1182  USGS QUAD   -  ABBOTT (1979)
 BZ1182
 BZ1182                         *CURRENT SURVEY CONTROL
 BZ1182  ___________________________________________________________________
 BZ1182* NAD 83(1986)-  31 58 48.     (N)    097 01 03.     (W)     SCALED    
 BZ1182* NAVD 88     -       204.230  (meters)     670.04   (feet)  ADJUSTED  
 BZ1182  ___________________________________________________________________
 BZ1182  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BZ1182  DYNAMIC HT  -         203.980 (meters)     669.22  (feet)  COMP
 BZ1182  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 BZ1182
 BZ1182  VERT ORDER  -  FIRST     CLASS II
 BZ1182
 BZ1182.The horizontal coordinates were scaled from a topographic map and have
 BZ1182.an estimated accuracy of +/- 6 seconds.
 BZ1182
 BZ1182.The orthometric height was determined by differential leveling
 BZ1182.and adjusted by the National Geodetic Survey in June 1991..
 BZ1182
 BZ1182.The geoid height was determined by GEOID03.
 BZ1182
 BZ1182.The dynamic height is computed by dividing the NAVD 88
 BZ1182.geopotential number by the normal gravity value computed on the
 BZ1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1182.degrees latitude (g = 980.6199 gals.).
 BZ1182
 BZ1182.The modeled gravity was interpolated from observed gravity values.
 BZ1182
 BZ1182;                    North         East    Units  Estimated Accuracy
 BZ1182;SPC TXNC     - 2,035,740.      740,120.      MT  (+/- 180 meters Scaled)
 BZ1182
 BZ1182                          SUPERSEDED SURVEY CONTROL
 BZ1182
 BZ1182.No superseded survey control is available for this station.
 BZ1182
 BZ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA873399(NAD 83)
 BZ1182_MARKER: I = METAL ROD
 BZ1182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1182_SP_SET: STAINLESS STEEL ROD
 BZ1182_STAMPING: Y 1295 1980
 BZ1182_PROJECTION: FLUSH
 BZ1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1182_ROD/PIPE-DEPTH: 5.8  meters
 BZ1182
 BZ1182  HISTORY     - Date     Condition        Report By
 BZ1182  HISTORY     - 1980     MONUMENTED       NGS
 BZ1182  HISTORY     - 19950408 GOOD             USPSQD
 BZ1182  HISTORY     - 19950715 GOOD             USPSQD
 BZ1182  HISTORY     - 20031011 GOOD             USPSQD
 BZ1182
 BZ1182                          STATION DESCRIPTION
 BZ1182
 BZ1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1182'12.6 KM SE FROM HILLSBORO.
 BZ1182'0.8 KM. (0.5 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1182'COURTHOUSE IN HILLSBORO, THENCE 11.8 KM. (7.3 MI.) SOUTHEAST ALONG
 BZ1182'STATE HIGHWAY 171, ALSO 1.7 KM. (1.05 MI.) NORTHWEST ALONG STATE
 BZ1182'HIGHWAY 171 FROM THE JUNCTION OF FARM ROAD 1946 IN BYNUM, AT THE
 BZ1182'JUNCTION OF FARM ROAD 1243 NORTH, 14.6 M. (48.0 FT.) SOUTH-SOUTHWEST
 BZ1182'OF THE CENTERLINE OF THE HIGHWAY, 19.5 M. (64.0 FT.) SOUTH OF THE
 BZ1182'EXTENDED CENTERLINE OF THE FARM ROAD, 5.5 M. (18.0 FT.) SOUTHEAST OF
 BZ1182'THE CENTERLINE OF A FIELD ROAD LEADING SOUTHWEST, 1.2 M. (4.0 FT.)
 BZ1182'WEST-NORTHWEST OF A TELEPHONE WARNING SIGN AND POLE NUMBER 64, 1.1 M.
 BZ1182'(3.5 FT.) EAST-SOUTHEAST OF A POWERLINE POLE.  DATUM POINT IS 7 CM.
 BZ1182'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1182'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 BZ1182'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1182
 BZ1182                          STATION RECOVERY (1995)
 BZ1182
 BZ1182'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1182'RECOVERED IN GOOD CONDITION.
 BZ1182
 BZ1182                          STATION RECOVERY (1995)
 BZ1182
 BZ1182'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1182'RECOVERED IN GOOD CONDITION.
 BZ1182
 BZ1182                          STATION RECOVERY (2003)
 BZ1182
 BZ1182'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2463 ***********************************************************************
 BY2463  DESIGNATION -  Y 1296
 BY2463  PID         -  BY2463
 BY2463  STATE/COUNTY-  TX/ANDERSON
 BY2463  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2463
 BY2463                         *CURRENT SURVEY CONTROL
 BY2463  ___________________________________________________________________
 BY2463* NAD 83(1986)-  31 43 05.     (N)    095 37 37.     (W)     SCALED    
 BY2463* NAVD 88     -       151.398  (meters)     496.71   (feet)  ADJUSTED  
 BY2463  ___________________________________________________________________
 BY2463  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY2463  DYNAMIC HT  -         151.213 (meters)     496.10  (feet)  COMP
 BY2463  MODELED GRAV-     979,414.9   (mgal)                       NAVD 88
 BY2463
 BY2463  VERT ORDER  -  FIRST     CLASS II
 BY2463
 BY2463.The horizontal coordinates were scaled from a topographic map and have
 BY2463.an estimated accuracy of +/- 6 seconds.
 BY2463
 BY2463.The orthometric height was determined by differential leveling
 BY2463.and adjusted by the National Geodetic Survey in June 1991..
 BY2463
 BY2463.The geoid height was determined by GEOID03.
 BY2463
 BY2463.The dynamic height is computed by dividing the NAVD 88
 BY2463.geopotential number by the normal gravity value computed on the
 BY2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2463.degrees latitude (g = 980.6199 gals.).
 BY2463
 BY2463.The modeled gravity was interpolated from observed gravity values.
 BY2463
 BY2463;                    North         East    Units  Estimated Accuracy
 BY2463;SPC TX C     - 3,236,850.    1,145,930.      MT  (+/- 180 meters Scaled)
 BY2463
 BY2463                          SUPERSEDED SURVEY CONTROL
 BY2463
 BY2463.No superseded survey control is available for this station.
 BY2463
 BY2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR510121(NAD 83)
 BY2463_MARKER: DB = BENCH MARK DISK
 BY2463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2463_SP_SET: STAINLESS STEEL ROD
 BY2463_STAMPING: Y 1296 1980
 BY2463_PROJECTION: RECESSED 3 CENTIMETERS
 BY2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2463_ROD/PIPE-DEPTH: 5.0  meters
 BY2463
 BY2463  HISTORY     - Date     Condition        Report By
 BY2463  HISTORY     - 1980     MONUMENTED       NGS
 BY2463  HISTORY     - 1990     GOOD             USPSQD
 BY2463
 BY2463                          STATION DESCRIPTION
 BY2463
 BY2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2463'1.8 KM SOUTH FROM PALESTINE.
 BY2463'1.8 KM. (1.1 MI.) SOUTH ALONG FARM ROAD 322 FROM THE JUNCTION OF SOUTH
 BY2463'LOOP 256 IN PALESTINE, AT A PRIVATE DIRT DRIVE LEADING EAST TO THE ROD
 BY2463'EASLY RESIDENCE, 11.3 M. (37.0 FT.) EAST OF THE CENTERLINE OF THE FARM
 BY2463'ROAD, 4.3 M. (14.0 FT.) SOUTH OF THE CENTERLINE OF THE DRIVE, 21.6 M.
 BY2463'(71.0 FT.) SOUTH OF THE EXTENDED CENTERLINE OF FAWN DRIVE, 0.5 M.
 BY2463'(1.5 FT.) NORTH-NORTHEAST OF A WOODEN FENCE CORNER, 3.0 M. (10.0 FT.)
 BY2463'WEST OF THE CENTER OF A WIRE GATE, 0.3 M. (1.0 FT.) NORTH OF A FENCE,
 BY2463'DISK IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BY2463'PLASTIC SCREW PLUG.
 BY2463'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BY2463'THE MARK IS 0.3 M ABOVE THE ROAD.
 BY2463
 BY2463                          STATION RECOVERY (1990)
 BY2463
 BY2463'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2445 ***********************************************************************
 BY2445  DESIGNATION -  Y 1297
 BY2445  PID         -  BY2445
 BY2445  STATE/COUNTY-  TX/HOUSTON
 BY2445  USGS QUAD   -  GRAPELAND (1951)
 BY2445
 BY2445                         *CURRENT SURVEY CONTROL
 BY2445  ___________________________________________________________________
 BY2445* NAD 83(1986)-  31 28 36.     (N)    095 28 06.     (W)     SCALED    
 BY2445* NAVD 88     -       138.007  (meters)     452.78   (feet)  ADJUSTED  
 BY2445  ___________________________________________________________________
 BY2445  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BY2445  DYNAMIC HT  -         137.835 (meters)     452.21  (feet)  COMP
 BY2445  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 BY2445
 BY2445  VERT ORDER  -  FIRST     CLASS II
 BY2445
 BY2445.The horizontal coordinates were scaled from a topographic map and have
 BY2445.an estimated accuracy of +/- 6 seconds.
 BY2445
 BY2445.The orthometric height was determined by differential leveling
 BY2445.and adjusted by the National Geodetic Survey in June 1991..
 BY2445
 BY2445.The geoid height was determined by GEOID03.
 BY2445
 BY2445.The dynamic height is computed by dividing the NAVD 88
 BY2445.geopotential number by the normal gravity value computed on the
 BY2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2445.degrees latitude (g = 980.6199 gals.).
 BY2445
 BY2445.The modeled gravity was interpolated from observed gravity values.
 BY2445
 BY2445;                    North         East    Units  Estimated Accuracy
 BY2445;SPC TX C     - 3,210,760.    1,162,120.      MT  (+/- 180 meters Scaled)
 BY2445
 BY2445                          SUPERSEDED SURVEY CONTROL
 BY2445
 BY2445.No superseded survey control is available for this station.
 BY2445
 BY2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ655850(NAD 83)
 BY2445_MARKER: DB = BENCH MARK DISK
 BY2445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2445_SP_SET: STAINLESS STEEL ROD
 BY2445_STAMPING: Y 1297 1980
 BY2445_PROJECTION: FLUSH
 BY2445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2445_ROD/PIPE-DEPTH: 3.9  meters
 BY2445
 BY2445  HISTORY     - Date     Condition        Report By
 BY2445  HISTORY     - 1980     MONUMENTED       NGS
 BY2445
 BY2445                          STATION DESCRIPTION
 BY2445
 BY2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2445'1.1 KM SOUTH FROM GRAPELAND.
 BY2445'1.1 KM. (0.7 MI.) SOUTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY2445'FROM THE JUNCTION OF FARM ROAD 2423 IN GRAPELAND, AT THE JUNCTION OF
 BY2445'HIGHWAY 287 BUSINESS, AT A POWERLINE JUNCTION, 28.7 M. (94.1 FT.)
 BY2445'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 19 SOUTHBOUND, 1.6 M.
 BY2445'(5.4 FT.) (5.4 FT.) WEST OF THE WESTERNMOST ONE OF TWO POWERLINE
 BY2445'POLES, 1.8 M. (6.0 FT.) EAST OF A POWERLINE POLE WITH A GUY ANCHOR,
 BY2445'17.7 M. (58.0 FT.) SOUTHWEST OF THE SOUTH END OF A ROW OF MAILBOXES,
 BY2445'11.9 M. (39.0 FT.) NORTHWEST OF THE CENTERLINE OF A FIELD ROAD LEADING
 BY2445'SOUTHWEST, 6.7 M. (22.0 FT.) SOUTH OF THE EXTENDED CENTERLINE OF A
 BY2445'DIRT ROAD LEADING EAST.  DISK IS 7 CM. BELOW GROUND, ACCESS TO WHICH
 BY2445'IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2445'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BY2445'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0300 ***********************************************************************
 CU0300  DESIGNATION -  Y 13
 CU0300  PID         -  CU0300
 CU0300  STATE/COUNTY-  TX/MITCHELL
 CU0300  USGS QUAD   -  COLORADO CITY (1979)
 CU0300
 CU0300                         *CURRENT SURVEY CONTROL
 CU0300  ___________________________________________________________________
 CU0300* NAD 83(1986)-  32 23 20.     (N)    100 48 23.     (W)     SCALED    
 CU0300* NAVD 88     -       675.889  (meters)    2217.48   (feet)  POSTED    
 CU0300  ___________________________________________________________________
 CU0300  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CU0300  DYNAMIC HT  -         674.990 (meters)    2214.53  (feet)  COMP
 CU0300  MODELED GRAV-     979,280.4   (mgal)                       NAVD 88
 CU0300
 CU0300  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0300
 CU0300.The horizontal coordinates were scaled from a topographic map and have
 CU0300.an estimated accuracy of +/- 6 seconds.
 CU0300
 CU0300.The orthometric height was determined by differential leveling
 CU0300.and adjusted by the National Geodetic Survey in 1992..
 CU0300.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0300.rate of 0.0 thru 1.0 mm/km.
 CU0300
 CU0300.The geoid height was determined by GEOID03.
 CU0300
 CU0300.The dynamic height is computed by dividing the NAVD 88
 CU0300.geopotential number by the normal gravity value computed on the
 CU0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0300.degrees latitude (g = 980.6199 gals.).
 CU0300
 CU0300.The modeled gravity was interpolated from observed gravity values.
 CU0300
 CU0300;                    North         East    Units  Estimated Accuracy
 CU0300;SPC TXNC     - 2,082,470.      383,020.      MT  (+/- 180 meters Scaled)
 CU0300
 CU0300                          SUPERSEDED SURVEY CONTROL
 CU0300
 CU0300.No superseded survey control is available for this station.
 CU0300
 CU0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA300849(NAD 83)
 CU0300_MARKER: P = PIPE CAP
 CU0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0300_STAMPING: Y 13 ELEV 2216.764 FT
 CU0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0300
 CU0300  HISTORY     - Date     Condition        Report By
 CU0300  HISTORY     - UNK      MONUMENTED       CGS
 CU0300  HISTORY     - 1956     MARK NOT FOUND   NGS
 CU0300
 CU0300                          STATION DESCRIPTION
 CU0300
 CU0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0300'3.5 MI E FROM COLORADO CITY.
 CU0300'ABOUT 3.5 MILES EAST OF COLORADO CITY, MITCHELL CO., ON THE TEXAS AND
 CU0300'PACIFIC RAILWAY RIGHT OF WAY, 11 METERS (36 FEET) EAST OF THE SIXTH
 CU0300'TELEGRAPH POLE WEST OF MILEPOST 472, JUST EAST OF A ROAD CROSSING, AND
 CU0300'10 METERS (33 FEET) NORTH OF THE CENTER OF THE TRACK.  AN IRON PIPE.
 CU0300'NOTE-- IT WAS REPORTED IN 1948 THAT IT HAD BEEN DISTURBED BY A HIGHWAY
 CU0300'MAINTAINER.  IT IS NOW BELIEVED THAT IT HAS BEEN COMPLETELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2308 ***********************************************************************
 CS2308  DESIGNATION -  Y 130
 CS2308  PID         -  CS2308
 CS2308  STATE/COUNTY-  TX/PARKER
 CS2308  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2308
 CS2308                         *CURRENT SURVEY CONTROL
 CS2308  ___________________________________________________________________
 CS2308* NAD 83(1986)-  32 43 06.     (N)    097 46 27.     (W)     SCALED    
 CS2308* NAVD 88     -       341.612  (meters)    1120.77   (feet)  ADJUSTED  
 CS2308  ___________________________________________________________________
 CS2308  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CS2308  DYNAMIC HT  -         341.195 (meters)    1119.40  (feet)  COMP
 CS2308  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 CS2308
 CS2308  VERT ORDER  -  FIRST     CLASS II
 CS2308
 CS2308.The horizontal coordinates were scaled from a topographic map and have
 CS2308.an estimated accuracy of +/- 6 seconds.
 CS2308
 CS2308.The orthometric height was determined by differential leveling
 CS2308.and adjusted by the National Geodetic Survey in June 1991..
 CS2308
 CS2308.The geoid height was determined by GEOID03.
 CS2308
 CS2308.The dynamic height is computed by dividing the NAVD 88
 CS2308.geopotential number by the normal gravity value computed on the
 CS2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2308.degrees latitude (g = 980.6199 gals.).
 CS2308
 CS2308.The modeled gravity was interpolated from observed gravity values.
 CS2308
 CS2308;                    North         East    Units  Estimated Accuracy
 CS2308;SPC TXNC     - 2,116,850.      668,040.      MT  (+/- 180 meters Scaled)
 CS2308
 CS2308                          SUPERSEDED SURVEY CONTROL
 CS2308
 CS2308  NGVD 29 (??/??/92)  341.529  (m)         1120.50   (f) ADJ UNCH    1 2
 CS2308
 CS2308.Superseded values are not recommended for survey control.
 CS2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2308.See file dsdata.txt to determine how the superseded data were derived.
 CS2308
 CS2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB148207(NAD 83)
 CS2308_MARKER: DB = BENCH MARK DISK
 CS2308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2308_SP_SET: FLOOR
 CS2308_STAMPING: Y 130 1952
 CS2308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2308
 CS2308  HISTORY     - Date     Condition        Report By
 CS2308  HISTORY     - 1952     MONUMENTED       CGS
 CS2308  HISTORY     - 1964     GOOD             NGS
 CS2308  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2308  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2308
 CS2308                          STATION DESCRIPTION
 CS2308
 CS2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2308'3.65 MI S FROM WEATHERFORD.
 CS2308'3.3 MILES SOUTH ALONG STATE HIGHWAY 171 FROM THE COURTHOUSE AT
 CS2308'WEATHERFORD, THENCE 0.35 MILE EAST ALONG A GRAVELED ROAD, AT THE
 CS2308'GRAARE AIRPORT, 42 FEET NORTHWEST OF THE EAST CORNER OF THE WORK SHOP,
 CS2308'88 FEET WEST OF A FENCE CORNER, 100 FEET SOUTHEAST OF TWO GASOLINE
 CS2308'PUMPS, SET IN THE TOP OF THE EAST CORNER OF THE CONCRETE WORK SHOP
 CS2308'FLOOR.  NOTE-- THE AIRPORT HAS BEEN ABANDONED.  THERE IS A HIGH FENCE
 CS2308'WHICH ENCLOSES THE AIRPORT BUILDINGS AND THE GATES ARE LOCKED. THE
 CS2308'WORK SHOP AND THE GASOLINE PUMPS ARE AS DESCRIBED.
 CS2308
 CS2308                          STATION RECOVERY (1997)
 CS2308
 CS2308'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2308'MARK NOT FOUND.
 CS2308
 CS2308                          STATION RECOVERY (2002)
 CS2308
 CS2308'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1111 ***********************************************************************
 BZ1111  DESIGNATION -  Y 1300
 BZ1111  PID         -  BZ1111
 BZ1111  STATE/COUNTY-  TX/FALLS
 BZ1111  USGS QUAD   -  MOODY (1993)
 BZ1111
 BZ1111                         *CURRENT SURVEY CONTROL
 BZ1111  ___________________________________________________________________
 BZ1111* NAD 83(1986)-  31 16 49.     (N)    097 15 28.     (W)     SCALED    
 BZ1111* NAVD 88     -       214.247  (meters)     702.91   (feet)  ADJUSTED  
 BZ1111  ___________________________________________________________________
 BZ1111  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BZ1111  DYNAMIC HT  -         213.967 (meters)     701.99  (feet)  COMP
 BZ1111  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 BZ1111
 BZ1111  VERT ORDER  -  FIRST     CLASS II
 BZ1111
 BZ1111.The horizontal coordinates were scaled from a topographic map and have
 BZ1111.an estimated accuracy of +/- 6 seconds.
 BZ1111
 BZ1111.The orthometric height was determined by differential leveling
 BZ1111.and adjusted by the National Geodetic Survey in June 1991..
 BZ1111
 BZ1111.The geoid height was determined by GEOID03.
 BZ1111
 BZ1111.The dynamic height is computed by dividing the NAVD 88
 BZ1111.geopotential number by the normal gravity value computed on the
 BZ1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1111.degrees latitude (g = 980.6199 gals.).
 BZ1111
 BZ1111.The modeled gravity was interpolated from observed gravity values.
 BZ1111
 BZ1111;                    North         East    Units  Estimated Accuracy
 BZ1111;SPC TX C     - 3,182,930.      992,800.      MT  (+/- 180 meters Scaled)
 BZ1111
 BZ1111                          SUPERSEDED SURVEY CONTROL
 BZ1111
 BZ1111.No superseded survey control is available for this station.
 BZ1111
 BZ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV658619(NAD 83)
 BZ1111_MARKER: I = METAL ROD
 BZ1111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1111_SP_SET: STAINLESS STEEL ROD
 BZ1111_STAMPING: Y 1300 1980
 BZ1111_PROJECTION: FLUSH
 BZ1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1111+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1111_ROD/PIPE-DEPTH: 2.4  meters
 BZ1111
 BZ1111  HISTORY     - Date     Condition        Report By
 BZ1111  HISTORY     - 1980     MONUMENTED       NGS
 BZ1111  HISTORY     - 19910511 GOOD             USPSQD
 BZ1111  HISTORY     - 20010317 GOOD             USPSQD
 BZ1111  HISTORY     - 20031011 GOOD             USPSQD
 BZ1111  HISTORY     - 20050727 GOOD             USPSQD
 BZ1111
 BZ1111                          STATION DESCRIPTION
 BZ1111
 BZ1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1111'1.7 KM SW FROM EDDY.
 BZ1111'1.7 KM. (1.05 MI.) SOUTHWEST ALONG THE EAST FRONTAGE OF INTERSTATE 35
 BZ1111'FROM THE JUNCTION OF FARM ROAD 107 AND TEXAS HIGHWAY 7 IN EDDY, AT THE
 BZ1111'OLD BLEVINS ROAD-MISSOURI KANSAS TEXAS RAILROAD CROSSING, 14.3 M.
 BZ1111'(46.8 FT.) SOUTHEAST OF THE SOUTHEAST RAIL, 11.0 M. (36.0 FT.)
 BZ1111'SOUTHWEST OF THE CENTERLINE OF OLD BLEVINS ROAD, 12.5 M. (41.0 FT.)
 BZ1111'NORTHEAST OF A TELEPHONE POLE, 4.8 M. (15.7 FT.) SOUTHWEST OF THE
 BZ1111'NORTHWEST CORNER FENCE POST, 0.8 M. (2.5 FT.) NORTHWEST OF THE FENCE.
 BZ1111'NOTE-ROD DRIVEN TO REFUSAL.  DATUM POINT IS 10 CM. BELOW GROUND,
 BZ1111'ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1111'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 BZ1111'THE MARK IS 0.3 M BELOW OLD BLEVINS ROAD.
 BZ1111
 BZ1111                          STATION RECOVERY (1991)
 BZ1111
 BZ1111'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1111'RECOVERED IN GOOD CONDITION.
 BZ1111
 BZ1111                          STATION RECOVERY (2001)
 BZ1111
 BZ1111'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1111'RECOVERED IN GOOD CONDITION.
 BZ1111
 BZ1111                          STATION RECOVERY (2003)
 BZ1111
 BZ1111'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1111'RECOVERED IN GOOD CONDITION.
 BZ1111
 BZ1111                          STATION RECOVERY (2005)
 BZ1111
 BZ1111'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1075 ***********************************************************************
 BZ1075  DESIGNATION -  Y 1301
 BZ1075  PID         -  BZ1075
 BZ1075  STATE/COUNTY-  TX/MCLENNAN
 BZ1075  USGS QUAD   -  ELM MOTT (1975)
 BZ1075
 BZ1075                         *CURRENT SURVEY CONTROL
 BZ1075  ___________________________________________________________________
 BZ1075* NAD 83(1986)-  31 41 04.     (N)    097 06 01.     (W)     SCALED    
 BZ1075* NAVD 88     -       157.637  (meters)     517.18   (feet)  ADJUSTED  
 BZ1075  ___________________________________________________________________
 BZ1075  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BZ1075  DYNAMIC HT  -         157.440 (meters)     516.53  (feet)  COMP
 BZ1075  MODELED GRAV-     979,389.8   (mgal)                       NAVD 88
 BZ1075
 BZ1075  VERT ORDER  -  FIRST     CLASS II
 BZ1075
 BZ1075.The horizontal coordinates were scaled from a topographic map and have
 BZ1075.an estimated accuracy of +/- 6 seconds.
 BZ1075
 BZ1075.The orthometric height was determined by differential leveling
 BZ1075.and adjusted by the National Geodetic Survey in June 1991..
 BZ1075
 BZ1075.The geoid height was determined by GEOID03.
 BZ1075
 BZ1075.The dynamic height is computed by dividing the NAVD 88
 BZ1075.geopotential number by the normal gravity value computed on the
 BZ1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1075.degrees latitude (g = 980.6199 gals.).
 BZ1075
 BZ1075.The modeled gravity was interpolated from observed gravity values.
 BZ1075
 BZ1075;                    North         East    Units  Estimated Accuracy
 BZ1075;SPC TX C     - 3,228,140.    1,006,490.      MT  (+/- 180 meters Scaled)
 BZ1075
 BZ1075                          SUPERSEDED SURVEY CONTROL
 BZ1075
 BZ1075.No superseded survey control is available for this station.
 BZ1075
 BZ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA800070(NAD 83)
 BZ1075_MARKER: I = METAL ROD
 BZ1075_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1075_SP_SET: STAINLESS STEEL ROD
 BZ1075_STAMPING: Y 1301 1980
 BZ1075_PROJECTION: FLUSH
 BZ1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1075+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1075_ROD/PIPE-DEPTH: 7.6  meters
 BZ1075
 BZ1075  HISTORY     - Date     Condition        Report By
 BZ1075  HISTORY     - 1980     MONUMENTED       NGS
 BZ1075  HISTORY     - 19910511 GOOD             USPSQD
 BZ1075  HISTORY     - 19950715 GOOD             USPSQD
 BZ1075  HISTORY     - 20010317 GOOD             USPSQD
 BZ1075  HISTORY     - 20031011 GOOD             USPSQD
 BZ1075
 BZ1075                          STATION DESCRIPTION
 BZ1075
 BZ1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1075'1.4 KM NORTH FROM ELM MOTT.
 BZ1075'1.4 KM. (0.9 MI.) NORTH ALONG THE FRONTAGE ROAD WHICH PARALLELS
 BZ1075'INTERSTATE 35 ON THE WEST SIDE FROM THE JUNCTION OF FARM ROAD 308 IN
 BZ1075'ELM MOTT, ABOUT 100 M. SOUTHEAST OF A PRIVATE POND, AT THE EAST SIDE
 BZ1075'OF PROPERTY OWNED BY MR. ELDERS, 21.9 M. (71.8 FT.) WEST OF THE
 BZ1075'CENTERLINE OF THE FRONTAGE ROAD, 15.8 M. (52.0 FT.) NORTH OF A DRIVE
 BZ1075'LEADING TO THE ELDERS RESIDENCE, 0.3 M. (1.0 FT.) EAST OF A CHAIN LINK
 BZ1075'FENCE, 5.1 M. (16.8 FT.) NORTH OF A CHAIN LINK FENCE CORNER POST,
 BZ1075'2.4 M. (8.0 FT.) NORTH OF THE CENTER OF A WIRE GATE, 18.6 M.
 BZ1075'(61.0 FT.) NORTHWEST OF THE NORTH END OF A 0.6-M. CONCRETE PIPE
 BZ1075'CULVERT.  DATUM POINT IS 5 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1075'THROUGH A 13-CM. LOGO CAP.
 BZ1075'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BZ1075'THE MARK IS 0.3 M ABOVE THE ROAD.
 BZ1075
 BZ1075                          STATION RECOVERY (1991)
 BZ1075
 BZ1075'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1075'RECOVERED IN GOOD CONDITION.
 BZ1075
 BZ1075                          STATION RECOVERY (1995)
 BZ1075
 BZ1075'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1075'RECOVERED IN GOOD CONDITION.
 BZ1075
 BZ1075                          STATION RECOVERY (2001)
 BZ1075
 BZ1075'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1075'RECOVERED IN GOOD CONDITION.
 BZ1075
 BZ1075                          STATION RECOVERY (2003)
 BZ1075
 BZ1075'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1103 ***********************************************************************
 BZ1103  DESIGNATION -  Y 1302
 BZ1103  PID         -  BZ1103
 BZ1103  STATE/COUNTY-  TX/MCLENNAN
 BZ1103  USGS QUAD   -  BRUCEVILLE (1993)
 BZ1103
 BZ1103                         *CURRENT SURVEY CONTROL
 BZ1103  ___________________________________________________________________
 BZ1103* NAD 83(1986)-  31 21 52.     (N)    097 13 04.     (W)     SCALED    
 BZ1103* NAVD 88     -       175.565  (meters)     576.00   (feet)  ADJUSTED  
 BZ1103  ___________________________________________________________________
 BZ1103  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1103  DYNAMIC HT  -         175.338 (meters)     575.25  (feet)  COMP
 BZ1103  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BZ1103
 BZ1103  VERT ORDER  -  FIRST     CLASS II
 BZ1103
 BZ1103.The horizontal coordinates were scaled from a topographic map and have
 BZ1103.an estimated accuracy of +/- 6 seconds.
 BZ1103
 BZ1103.The orthometric height was determined by differential leveling
 BZ1103.and adjusted by the National Geodetic Survey in June 1991..
 BZ1103
 BZ1103.The geoid height was determined by GEOID03.
 BZ1103
 BZ1103.The dynamic height is computed by dividing the NAVD 88
 BZ1103.geopotential number by the normal gravity value computed on the
 BZ1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1103.degrees latitude (g = 980.6199 gals.).
 BZ1103
 BZ1103.The modeled gravity was interpolated from observed gravity values.
 BZ1103
 BZ1103;                    North         East    Units  Estimated Accuracy
 BZ1103;SPC TX C     - 3,192,360.      996,340.      MT  (+/- 180 meters Scaled)
 BZ1103
 BZ1103                          SUPERSEDED SURVEY CONTROL
 BZ1103
 BZ1103.No superseded survey control is available for this station.
 BZ1103
 BZ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV695713(NAD 83)
 BZ1103_MARKER: I = METAL ROD
 BZ1103_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1103+WITH SETTING: INFORMATION.
 BZ1103_SP_SET: SHALLOW SET METAL ROD
 BZ1103_STAMPING: Y 1302 1980
 BZ1103_PROJECTION: FLUSH
 BZ1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1103+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1103_ROD/PIPE-DEPTH: 1.2  meters
 BZ1103
 BZ1103  HISTORY     - Date     Condition        Report By
 BZ1103  HISTORY     - 1980     MONUMENTED       NGS
 BZ1103  HISTORY     - 19910424 GOOD             USPSQD
 BZ1103  HISTORY     - 19910524 GOOD             USPSQD
 BZ1103  HISTORY     - 19950715 GOOD             USPSQD
 BZ1103  HISTORY     - 20010317 GOOD             USPSQD
 BZ1103  HISTORY     - 20031010 GOOD             USPSQD
 BZ1103  HISTORY     - 20050727 GOOD             USPSQD
 BZ1103
 BZ1103                          STATION DESCRIPTION
 BZ1103
 BZ1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1103'1.9 KM SOUTH FROM LORENA.
 BZ1103'1.9 KM. (1.2 MI.) SOUTH ALONG THE FRONTAGE ROAD (J.H. KULTGEN
 BZ1103'EXPRESSWAY) ON THE WEST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF
 BZ1103'FARM ROAD 2837 IN LORENA, AT A PAVED ROAD LEADING WEST, 16.1 M.
 BZ1103'(52.8 FT.) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 27.1 M.
 BZ1103'(89.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 17.0 M.
 BZ1103'(55.8 FT.) SOUTHWEST OF A CORNER FENCE POST AND A TELEPHONE JUNCTION
 BZ1103'BOX, 0.3 M. (1.0 FT.) EAST OF A FENCE, 1.4 M. (4.5 FT.) NORTHEAST OF
 BZ1103'POWERLINE POLE NUMBER 50.  NOTE-ROD DRIVEN TO REFUSAL AND ANCHORED IN
 BZ1103'HARD LIMESTONE.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS
 BZ1103'HAD THROUGH A 13-CM. LOGO CAP.
 BZ1103'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BZ1103'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 BZ1103
 BZ1103                          STATION RECOVERY (1991)
 BZ1103
 BZ1103'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1103'RECOVERED IN GOOD CONDITION.
 BZ1103
 BZ1103                          STATION RECOVERY (1991)
 BZ1103
 BZ1103'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1103'RECOVERED IN GOOD CONDITION.
 BZ1103
 BZ1103                          STATION RECOVERY (1995)
 BZ1103
 BZ1103'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1103'RECOVERED IN GOOD CONDITION.
 BZ1103
 BZ1103                          STATION RECOVERY (2001)
 BZ1103
 BZ1103'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1103'RECOVERED IN GOOD CONDITION.
 BZ1103
 BZ1103                          STATION RECOVERY (2003)
 BZ1103
 BZ1103'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ1103'RECOVERED IN GOOD CONDITION.
 BZ1103
 BZ1103                          STATION RECOVERY (2005)
 BZ1103
 BZ1103'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1103'GOOD DESCRIPTION.  GP IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0784 ***********************************************************************
 BM0784  DESIGNATION -  Y 1303
 BM0784  PID         -  BM0784
 BM0784  STATE/COUNTY-  TX/WILLIAMSON
 BM0784  USGS QUAD   -  GRANGER (1988)
 BM0784
 BM0784                         *CURRENT SURVEY CONTROL
 BM0784  ___________________________________________________________________
 BM0784* NAD 83(1986)-  30 42 04.     (N)    097 29 00.     (W)     SCALED    
 BM0784* NAVD 88     -       185.245  (meters)     607.76   (feet)  ADJUSTED  
 BM0784  ___________________________________________________________________
 BM0784  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BM0784  DYNAMIC HT  -         184.997 (meters)     606.94  (feet)  COMP
 BM0784  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 BM0784
 BM0784  VERT ORDER  -  FIRST     CLASS II
 BM0784
 BM0784.The horizontal coordinates were scaled from a topographic map and have
 BM0784.an estimated accuracy of +/- 6 seconds.
 BM0784
 BM0784.The orthometric height was determined by differential leveling
 BM0784.and adjusted by the National Geodetic Survey in June 1991..
 BM0784
 BM0784.The geoid height was determined by GEOID03.
 BM0784
 BM0784.The dynamic height is computed by dividing the NAVD 88
 BM0784.geopotential number by the normal gravity value computed on the
 BM0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0784.degrees latitude (g = 980.6199 gals.).
 BM0784
 BM0784.The modeled gravity was interpolated from observed gravity values.
 BM0784
 BM0784;                    North         East    Units  Estimated Accuracy
 BM0784;SPC TX C     - 3,118,170.      972,970.      MT  (+/- 180 meters Scaled)
 BM0784
 BM0784                          SUPERSEDED SURVEY CONTROL
 BM0784
 BM0784.No superseded survey control is available for this station.
 BM0784
 BM0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU452974(NAD 83)
 BM0784_MARKER: I = METAL ROD
 BM0784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0784_SP_SET: STAINLESS STEEL ROD
 BM0784_STAMPING: Y 1303 1980
 BM0784_MARK LOGO: NGS   
 BM0784_PROJECTION: FLUSH
 BM0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0784+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0784_ROD/PIPE-DEPTH: 7.6  meters
 BM0784
 BM0784  HISTORY     - Date     Condition        Report By
 BM0784  HISTORY     - 1980     MONUMENTED       NGS
 BM0784  HISTORY     - 1990     GOOD             USPSQD
 BM0784  HISTORY     - 19991231 GOOD             USPSQD
 BM0784  HISTORY     - 20050724 GOOD             USPSQD
 BM0784
 BM0784                          STATION DESCRIPTION
 BM0784
 BM0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0784'4.1 KM (2.55 MI) SW FROM GRANGER.
 BM0784'4.1 KM (2.55 MI) SOUTHWEST ALONG FARM ROAD 971 FROM THE JUNCTION OF
 BM0784'STATE HIGHWAY 95 IN GRANGER, AT THE JUNCTION OF COUNTY ROAD 340
 BM0784'LEADING SOUTHWEST, 15.2 METERS (50.0 FT) SOUTH OF THE CENTERLINE OF
 BM0784'THE FARM ROAD, 7.6 METERS (25.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 BM0784'COUNTY ROAD, 28.6 METERS (94.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF
 BM0784'THE MISSOURI KANSAS AND TEXAS RAILROAD, 19.2 METERS (63.0 FT)
 BM0784'EAST-NORTHEAST AND ACROSS A FENCE FROM A POWERLINE POLE, 0.9 METER
 BM0784'(3.0 FT) SOUTHWEST OF A CORNER FENCE POST, 0.3 METER (1.0 FT)
 BM0784'SOUTHEAST OF A FENCE, 17.1 METERS (56.0 FT) NORTHEAST OF THE CENTER OF
 BM0784'A WIRE GATE.
 BM0784'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 BM0784'THE MARK IS 0.6 M BELOW FARM ROAD 971.
 BM0784
 BM0784                          STATION RECOVERY (1990)
 BM0784
 BM0784'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0784'RECOVERED IN GOOD CONDITION.
 BM0784
 BM0784                          STATION RECOVERY (1999)
 BM0784
 BM0784'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0784'RECOVERED IN GOOD CONDITION.
 BM0784
 BM0784                          STATION RECOVERY (2005)
 BM0784
 BM0784'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0784'ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0825 ***********************************************************************
 BM0825  DESIGNATION -  Y 1304
 BM0825  PID         -  BM0825
 BM0825  STATE/COUNTY-  TX/TRAVIS
 BM0825  USGS QUAD   -  OAK HILL (1988)
 BM0825
 BM0825                         *CURRENT SURVEY CONTROL
 BM0825  ___________________________________________________________________
 BM0825* NAD 83(1986)-  30 14 07.     (N)    097 47 20.     (W)     SCALED    
 BM0825* NAVD 88     -       213.160  (meters)     699.34   (feet)  ADJUSTED  
 BM0825  ___________________________________________________________________
 BM0825  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BM0825  DYNAMIC HT  -         212.867 (meters)     698.38  (feet)  COMP
 BM0825  MODELED GRAV-     979,265.0   (mgal)                       NAVD 88
 BM0825
 BM0825  VERT ORDER  -  FIRST     CLASS II
 BM0825
 BM0825.The horizontal coordinates were scaled from a topographic map and have
 BM0825.an estimated accuracy of +/- 6 seconds.
 BM0825
 BM0825.The orthometric height was determined by differential leveling
 BM0825.and adjusted by the National Geodetic Survey in June 1991..
 BM0825
 BM0825.The geoid height was determined by GEOID03.
 BM0825
 BM0825.The dynamic height is computed by dividing the NAVD 88
 BM0825.geopotential number by the normal gravity value computed on the
 BM0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0825.degrees latitude (g = 980.6199 gals.).
 BM0825
 BM0825.The modeled gravity was interpolated from observed gravity values.
 BM0825
 BM0825;                    North         East    Units  Estimated Accuracy
 BM0825;SPC TX C     - 3,065,840.      944,890.      MT  (+/- 180 meters Scaled)
 BM0825
 BM0825                          SUPERSEDED SURVEY CONTROL
 BM0825
 BM0825.No superseded survey control is available for this station.
 BM0825
 BM0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU165454(NAD 83)
 BM0825_MARKER: I = METAL ROD
 BM0825_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM0825_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM0825_STAMPING: Y 1304 1980
 BM0825_MARK LOGO: NGS   
 BM0825_PROJECTION: RECESSED 3 CENTIMETERS
 BM0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0825+STABILITY: POSITION/ELEVATION WELL
 BM0825_ROD/PIPE-DEPTH: 9.4  meters
 BM0825_SLEEVE-DEPTH  : 8.2 meters
 BM0825
 BM0825  HISTORY     - Date     Condition        Report By
 BM0825  HISTORY     - 1980     MONUMENTED       NGS
 BM0825  HISTORY     - 1989     GOOD             USPSQD
 BM0825  HISTORY     - 1989     GOOD             USPSQD
 BM0825  HISTORY     - 1989     POOR             USPSQD
 BM0825  HISTORY     - 1990     GOOD             USPSQD
 BM0825  HISTORY     - 19910116 GOOD             USPSQD
 BM0825  HISTORY     - 20010204 GOOD             USPSQD
 BM0825
 BM0825                          STATION DESCRIPTION
 BM0825
 BM0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0825'IN AUSTIN.
 BM0825'IN AUSTIN, 4.0 KM (2.5 MI) WEST ALONG BEN WHITE BOULEVARD FROM THE
 BM0825'JUNCTION OF INTERSTATE 35, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG
 BM0825'MANCHACA ROAD, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG PRATHER LANE, AT
 BM0825'THE T.N. PORTER JUNIOR HIGH SCHOOL, IN A SEMICIRCULAR AREA FORMED BY
 BM0825'PRATHER LANE AND A DRIVE IN FRONT OF THE SCHOOL, 0.3 KM (0.2 MI)
 BM0825'SOUTHEAST OF THE JUNCTION OF LAMAR BOULEVARD, 19.5 METERS (64.0 FT)
 BM0825'NORTHEAST OF THE CENTERLINE OF THE LANE, 43.6 METERS (143 FT)
 BM0825'SOUTHEAST OF THE CENTER OF THE WESTERNMOST SET OF DOORS AT THE SOUTH
 BM0825'ENTRANCE OF THE SCHOOL, 4.5 METERS (14.7 FT) NORTHWEST OF A FLAGPOLE,
 BM0825'3.5 METERS (11.4 FT) SOUTH-SOUTHWEST OF THE SOUTH FACE OF A 10-METER
 BM0825'BRICK SIGN.
 BM0825
 BM0825                          STATION RECOVERY (1989)
 BM0825
 BM0825'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0825'RECOVERED IN GOOD CONDITION.
 BM0825
 BM0825                          STATION RECOVERY (1989)
 BM0825
 BM0825'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0825'RECOVERED IN GOOD CONDITION.
 BM0825
 BM0825                          STATION RECOVERY (1989)
 BM0825
 BM0825'RECOVERY NOTE BY US POWER SQUADRON 1989 (HWB)
 BM0825'MARK RECOVERED IN POOR CONDITION.
 BM0825
 BM0825                          STATION RECOVERY (1990)
 BM0825
 BM0825'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0825'RECOVERED IN GOOD CONDITION.
 BM0825
 BM0825                          STATION RECOVERY (1991)
 BM0825
 BM0825'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0825'RECOVERED IN GOOD CONDITION.
 BM0825
 BM0825                          STATION RECOVERY (2001)
 BM0825
 BM0825'RECOVERY NOTE BY US POWER SQUADRON 2001 (REC)
 BM0825'LID IS MISSING FROM THE ACCESS COVER AND ROD/FLANGE IS NOW COVERED
 BM0825'WITH .4 FT. TOPSOIL BUT MARK IS STILL USEABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2452 ***********************************************************************
 AX2452  DESIGNATION -  Y 1305
 AX2452  PID         -  AX2452
 AX2452  STATE/COUNTY-  TX/HAYS
 AX2452  USGS QUAD   -  UHLAND (1994)
 AX2452
 AX2452                         *CURRENT SURVEY CONTROL
 AX2452  ___________________________________________________________________
 AX2452* NAD 83(1986)-  30 00 00.     (N)    097 52 04.     (W)     SCALED    
 AX2452* NAVD 88     -       212.319  (meters)     696.58   (feet)  ADJUSTED  
 AX2452  ___________________________________________________________________
 AX2452  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AX2452  DYNAMIC HT  -         212.020 (meters)     695.60  (feet)  COMP
 AX2452  MODELED GRAV-     979,232.7   (mgal)                       NAVD 88
 AX2452
 AX2452  VERT ORDER  -  FIRST     CLASS II
 AX2452
 AX2452.The horizontal coordinates were scaled from a topographic map and have
 AX2452.an estimated accuracy of +/- 6 seconds.
 AX2452
 AX2452.The orthometric height was determined by differential leveling
 AX2452.and adjusted by the National Geodetic Survey in June 1991..
 AX2452
 AX2452.The geoid height was determined by GEOID03.
 AX2452
 AX2452.The dynamic height is computed by dividing the NAVD 88
 AX2452.geopotential number by the normal gravity value computed on the
 AX2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2452.degrees latitude (g = 980.6199 gals.).
 AX2452
 AX2452.The modeled gravity was interpolated from observed gravity values.
 AX2452
 AX2452;                    North         East    Units  Estimated Accuracy
 AX2452;SPC TXSC     - 4,240,660.      709,240.      MT  (+/- 180 meters Scaled)
 AX2452
 AX2452                          SUPERSEDED SURVEY CONTROL
 AX2452
 AX2452.No superseded survey control is available for this station.
 AX2452
 AX2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU092193(NAD 83)
 AX2452_MARKER: I = METAL ROD
 AX2452_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AX2452+WITH SETTING: INFORMATION.
 AX2452_SP_SET: SHALLOW SET METAL ROD
 AX2452_STAMPING: Y 1305 1980
 AX2452_MARK LOGO: NGS   
 AX2452_PROJECTION: FLUSH
 AX2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2452_ROD/PIPE-DEPTH: 1.3  meters
 AX2452
 AX2452  HISTORY     - Date     Condition        Report By
 AX2452  HISTORY     - 1980     MONUMENTED       NGS
 AX2452  HISTORY     - 1990     GOOD             USPSQD
 AX2452  HISTORY     - 19910828 GOOD             USPSQD
 AX2452  HISTORY     - 19990925 GOOD             USPSQD
 AX2452
 AX2452                          STATION DESCRIPTION
 AX2452
 AX2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2452'1.4 KM (0.9 MI) NE FROM KYLE.
 AX2452'1.4 KM (0.9 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 AX2452'35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE, APPROXIMATELY
 AX2452'50 METERS NORTH OF AN ENTRANCE RAMP, 12.5 KM (41.0 FT) EAST OF THE
 AX2452'CENTERLINE OF THE FRONTAGE ROAD, 5.5 METERS (18.0 FT) SOUTH OF THE
 AX2452'CENTERLINE OF A DRIVE LEADING EAST, 5.2 METERS (17.0 FT) SOUTHEAST OF
 AX2452'THE SOUTH END OF A 70-CM CONCRETE PIPE CULVERT UNDER THE DRIVE,
 AX2452'2.1 METERS (7.0 FT) SOUTH OF A FENCE CORNER AND TELEPHONE JUNCTION
 AX2452'BOX, 0.3 METER (1.0 FT) WEST OF THE FENCE.  NOTE-ROD DRIVEN TO
 AX2452'REFUSAL.
 AX2452'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 AX2452'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 AX2452
 AX2452                          STATION RECOVERY (1990)
 AX2452
 AX2452'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AX2452'RECOVERED IN GOOD CONDITION.
 AX2452
 AX2452                          STATION RECOVERY (1991)
 AX2452
 AX2452'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2452'RECOVERED IN GOOD CONDITION.
 AX2452
 AX2452                          STATION RECOVERY (1999)
 AX2452
 AX2452'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1579 ***********************************************************************
 AY1579  DESIGNATION -  Y 1306
 AY1579  PID         -  AY1579
 AY1579  STATE/COUNTY-  TX/HAYS
 AY1579  USGS QUAD   -  HUNTER (1994)
 AY1579
 AY1579                         *CURRENT SURVEY CONTROL
 AY1579  ___________________________________________________________________
 AY1579* NAD 83(1986)-  29 48 37.     (N)    098 00 20.     (W)     SCALED    
 AY1579* NAVD 88     -       193.949  (meters)     636.31   (feet)  ADJUSTED  
 AY1579  ___________________________________________________________________
 AY1579  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY1579  DYNAMIC HT  -         193.674 (meters)     635.41  (feet)  COMP
 AY1579  MODELED GRAV-     979,221.6   (mgal)                       NAVD 88
 AY1579
 AY1579  VERT ORDER  -  FIRST     CLASS II
 AY1579
 AY1579.The horizontal coordinates were scaled from a topographic map and have
 AY1579.an estimated accuracy of +/- 6 seconds.
 AY1579
 AY1579.The orthometric height was determined by differential leveling
 AY1579.and adjusted by the National Geodetic Survey in June 1991..
 AY1579
 AY1579.The geoid height was determined by GEOID03.
 AY1579
 AY1579.The dynamic height is computed by dividing the NAVD 88
 AY1579.geopotential number by the normal gravity value computed on the
 AY1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1579.degrees latitude (g = 980.6199 gals.).
 AY1579
 AY1579.The modeled gravity was interpolated from observed gravity values.
 AY1579
 AY1579;                    North         East    Units  Estimated Accuracy
 AY1579;SPC TXSC     - 4,219,510.      696,120.      MT  (+/- 180 meters Scaled)
 AY1579
 AY1579                          SUPERSEDED SURVEY CONTROL
 AY1579
 AY1579.No superseded survey control is available for this station.
 AY1579
 AY1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT960981(NAD 83)
 AY1579_MARKER: DB = BENCH MARK DISK
 AY1579_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1579_SP_SET: CULVERT HEADWALL
 AY1579_STAMPING: Y 1306 1980
 AY1579_MARK LOGO: NGS   
 AY1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1579+STABILITY: SURFACE MOTION
 AY1579
 AY1579  HISTORY     - Date     Condition        Report By
 AY1579  HISTORY     - 1980     MONUMENTED       NGS
 AY1579  HISTORY     - 1989     GOOD             USPSQD
 AY1579  HISTORY     - 1989     GOOD             USPSQD
 AY1579  HISTORY     - 1990     GOOD             USPSQD
 AY1579  HISTORY     - 19930808 GOOD             USPSQD
 AY1579  HISTORY     - 19990925 GOOD             USPSQD
 AY1579
 AY1579                          STATION DESCRIPTION
 AY1579
 AY1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1579'10.2 KM (6.3 MI) SW FROM SAN MARCOS.
 AY1579'10.2 KM (6.3 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1579'35 FROM THE JUNCTION OF LOOP 82 AND STATE HIGHWAY 123 IN SAN MARCOS,
 AY1579'IN TOP AND 0.3 METER (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 AY1579'SOUTHWEST HEADWALL OF A DOUBLE CHANNEL BOX CULVERT UNDER THE FRONTAGE
 AY1579'ROAD, 7.9 METERS (26.0 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE
 AY1579'ROAD.
 AY1579'THE MARK IS 0.9 M BELOW THE ROAD.
 AY1579
 AY1579                          STATION RECOVERY (1989)
 AY1579
 AY1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1579'RECOVERED IN GOOD CONDITION.
 AY1579
 AY1579                          STATION RECOVERY (1989)
 AY1579
 AY1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1579'RECOVERED IN GOOD CONDITION.
 AY1579
 AY1579                          STATION RECOVERY (1990)
 AY1579
 AY1579'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY1579'RECOVERED IN GOOD CONDITION.
 AY1579
 AY1579                          STATION RECOVERY (1993)
 AY1579
 AY1579'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1579'RECOVERED IN GOOD CONDITION.
 AY1579
 AY1579                          STATION RECOVERY (1999)
 AY1579
 AY1579'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1544 ***********************************************************************
 AY1544  DESIGNATION -  Y 1307
 AY1544  PID         -  AY1544
 AY1544  STATE/COUNTY-  TX/BEXAR
 AY1544  USGS QUAD   -  SCHERTZ (1992)
 AY1544
 AY1544                         *CURRENT SURVEY CONTROL
 AY1544  ___________________________________________________________________
 AY1544* NAD 83(1986)-  29 34 18.     (N)    098 19 56.     (W)     SCALED    
 AY1544* NAVD 88     -       268.009  (meters)     879.29   (feet)  ADJUSTED  
 AY1544  ___________________________________________________________________
 AY1544  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY1544  DYNAMIC HT  -         267.619 (meters)     878.01  (feet)  COMP
 AY1544  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AY1544
 AY1544  VERT ORDER  -  FIRST     CLASS II
 AY1544
 AY1544.The horizontal coordinates were scaled from a topographic map and have
 AY1544.an estimated accuracy of +/- 6 seconds.
 AY1544
 AY1544.The orthometric height was determined by differential leveling
 AY1544.and adjusted by the National Geodetic Survey in June 1991..
 AY1544
 AY1544.The geoid height was determined by GEOID03.
 AY1544
 AY1544.The dynamic height is computed by dividing the NAVD 88
 AY1544.geopotential number by the normal gravity value computed on the
 AY1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1544.degrees latitude (g = 980.6199 gals.).
 AY1544
 AY1544.The modeled gravity was interpolated from observed gravity values.
 AY1544
 AY1544;                    North         East    Units  Estimated Accuracy
 AY1544;SPC TXSC     - 4,192,840.      664,700.      MT  (+/- 180 meters Scaled)
 AY1544
 AY1544                          SUPERSEDED SURVEY CONTROL
 AY1544
 AY1544.No superseded survey control is available for this station.
 AY1544
 AY1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT646715(NAD 83)
 AY1544_MARKER: I = METAL ROD
 AY1544_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1544_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1544_STAMPING: Y 1307 1980
 AY1544_MARK LOGO: NGS   
 AY1544_PROJECTION: FLUSH
 AY1544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1544+STABILITY: POSITION/ELEVATION WELL
 AY1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1544+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 AY1544_ROD/PIPE-DEPTH: 9.44 meters
 AY1544_SLEEVE-DEPTH  : 8.8 meters
 AY1544
 AY1544  HISTORY     - Date     Condition        Report By
 AY1544  HISTORY     - 1980     MONUMENTED       NGS
 AY1544  HISTORY     - 1989     GOOD             USPSQD
 AY1544  HISTORY     - 1990     GOOD             USPSQD
 AY1544  HISTORY     - 19990216 GOOD             USPSQD
 AY1544  HISTORY     - 20060719 GOOD             USPSQD
 AY1544
 AY1544                          STATION DESCRIPTION
 AY1544
 AY1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1544'3.5 KM (2.2 MI) SW FROM SELMA.
 AY1544'2.2 KM (1.4 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1544'35 FROM THE SOUTHWEST END OF THE BRIDGE OVER CIBOLO CREEK IN SELMA,
 AY1544'THENCE 1.3 KM (0.8 MI) SOUTHWEST OVER A THREE CHANNEL CULVERT ALONG AN
 AY1544'ASPHALT ROAD, AT THE MAIN GATE OF THE SELMA CATHOLIC CEMETERY NUMBER
 AY1544'ONE, 11.6 METERS (38.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ASPHALT
 AY1544'ROAD, 16.5 METERS (54.0 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE
 AY1544'AND GATE OF THE CEMETERY, 24.7 METERS (81.0 FT) NORTHEAST OF THE
 AY1544'SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE CEMETERY,
 AY1544'12.3 METERS (40.5 FT) WEST OF THE SOUTHWEST CORNER OF THE VALENTINE
 AY1544'AND CATHERINE HARTMANN TOMBSTONE, 12.5 METERS (41.0 FT) NORTH OF THE
 AY1544'NORTHEAST CORNER OF THE BRUNO AND MATHILDA FRIESENHAHN TOMBSTONE,
 AY1544'0.9 METER (3.0 FT) SOUTHEAST OF THE FENCE.
 AY1544'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 AY1544'THE MARK IS 0.7 M ABOVE THE ROAD.
 AY1544
 AY1544                          STATION RECOVERY (1989)
 AY1544
 AY1544'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1544'RECOVERED IN GOOD CONDITION.
 AY1544
 AY1544                          STATION RECOVERY (1990)
 AY1544
 AY1544'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1544'RECOVERED IN GOOD CONDITION.
 AY1544
 AY1544                          STATION RECOVERY (1999)
 AY1544
 AY1544'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1544'RECOVERED IN GOOD CONDITION.
 AY1544
 AY1544                          STATION RECOVERY (2006)
 AY1544
 AY1544'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1550 ***********************************************************************
 AY1550  DESIGNATION -  Y 1308
 AY1550  PID         -  AY1550
 AY1550  STATE/COUNTY-  TX/GUADALUPE
 AY1550  USGS QUAD   -  SCHERTZ (1992)
 AY1550
 AY1550                         *CURRENT SURVEY CONTROL
 AY1550  ___________________________________________________________________
 AY1550* NAD 83(1986)-  29 36 37.     (N)    098 15 59.     (W)     SCALED    
 AY1550* NAVD 88     -       258.460  (meters)     847.96   (feet)  ADJUSTED  
 AY1550  ___________________________________________________________________
 AY1550  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AY1550  DYNAMIC HT  -         258.085 (meters)     846.73  (feet)  COMP
 AY1550  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 AY1550
 AY1550  VERT ORDER  -  FIRST     CLASS II
 AY1550
 AY1550.The horizontal coordinates were scaled from a topographic map and have
 AY1550.an estimated accuracy of +/- 6 seconds.
 AY1550
 AY1550.The orthometric height was determined by differential leveling
 AY1550.and adjusted by the National Geodetic Survey in June 1991..
 AY1550
 AY1550.The geoid height was determined by GEOID03.
 AY1550
 AY1550.The dynamic height is computed by dividing the NAVD 88
 AY1550.geopotential number by the normal gravity value computed on the
 AY1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1550.degrees latitude (g = 980.6199 gals.).
 AY1550
 AY1550.The modeled gravity was interpolated from observed gravity values.
 AY1550
 AY1550;                    North         East    Units  Estimated Accuracy
 AY1550;SPC TXSC     - 4,197,160.      671,050.      MT  (+/- 180 meters Scaled)
 AY1550
 AY1550                          SUPERSEDED SURVEY CONTROL
 AY1550
 AY1550.No superseded survey control is available for this station.
 AY1550
 AY1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT710758(NAD 83)
 AY1550_MARKER: I = METAL ROD
 AY1550_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1550+WITH SETTING: INFORMATION.
 AY1550_SP_SET: SHALLOW SET METAL ROD
 AY1550_STAMPING: Y 1308 1980
 AY1550_MARK LOGO: NGS   
 AY1550_PROJECTION: FLUSH
 AY1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1550+STABILITY: SURFACE MOTION
 AY1550_ROD/PIPE-DEPTH: 2.8  meters
 AY1550
 AY1550  HISTORY     - Date     Condition        Report By
 AY1550  HISTORY     - 1980     MONUMENTED       NGS
 AY1550  HISTORY     - 1989     GOOD             USPSQD
 AY1550  HISTORY     - 1990     GOOD             USPSQD
 AY1550  HISTORY     - 1990     GOOD             USPSQD
 AY1550  HISTORY     - 1991     GOOD             USPSQD
 AY1550  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1550  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1550
 AY1550                          STATION DESCRIPTION
 AY1550
 AY1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1550'16.0 KM (9.95 MI) SW FROM NEW BRAUNFELS.
 AY1550'16.0 KM (9.95 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1550'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, AT A
 AY1550'PRIVATE ROAD LEADING NORTHWEST, 0.3 KM (0.2 MI) NORTHEAST OF A HIGH
 AY1550'VOLTAGE POWERLINE CROSSING, 10.5 METERS (34.3 FT) NORTHWEST OF THE
 AY1550'CENTERLINE OF THE FRONTAGE ROAD, 56.7 METERS (186 FT) NORTHEAST OF THE
 AY1550'CENTER OF A ROAD LEADING NORTHEAST, 52.0 METERS (170.5 FT) NORTHEAST
 AY1550'OF A POWERLINE POLE, 50.8 METERS (166.5 FT) NORTHEAST OF A TELEPHONE
 AY1550'JUNCTION BOX, 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE, 5.3 METERS
 AY1550'(17.3 FT) SOUTHWEST OF THE CENTER OF THE PRIVATE ROAD, 3.0 METERS
 AY1550'(9.7 FT) SOUTHWEST OF A CORNER FENCE POST.  NOTE-ROD DRIVEN TO SUDDEN
 AY1550'REFUSAL.
 AY1550'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AY1550'THE MARK IS 0.45 M BELOW THE ROAD.
 AY1550
 AY1550                          STATION RECOVERY (1989)
 AY1550
 AY1550'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1550'RECOVERED IN GOOD CONDITION.
 AY1550
 AY1550                          STATION RECOVERY (1990)
 AY1550
 AY1550'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1550'RECOVERED IN GOOD CONDITION.
 AY1550
 AY1550                          STATION RECOVERY (1990)
 AY1550
 AY1550'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1550'RECOVERED IN GOOD CONDITION.
 AY1550
 AY1550                          STATION RECOVERY (1991)
 AY1550
 AY1550'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1550'RECOVERED IN GOOD CONDITION.
 AY1550
 AY1550                          STATION RECOVERY (1999)
 AY1550
 AY1550'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1550'MARK NOT FOUND.
 AY1550
 AY1550                          STATION RECOVERY (2002)
 AY1550
 AY1550'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0788 ***********************************************************************
 DN0788  DESIGNATION -  Y 131
 DN0788  PID         -  DN0788
 DN0788  STATE/COUNTY-  TX/WISE
 DN0788  USGS QUAD   -  BLUETT (1972)
 DN0788
 DN0788                         *CURRENT SURVEY CONTROL
 DN0788  ___________________________________________________________________
 DN0788* NAD 83(1986)-  33 07 46.     (N)    097 29 24.     (W)     SCALED    
 DN0788* NAVD 88     -       288.093  (meters)     945.19   (feet)  ADJUSTED  
 DN0788  ___________________________________________________________________
 DN0788  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DN0788  DYNAMIC HT  -         287.756 (meters)     944.08  (feet)  COMP
 DN0788  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 DN0788
 DN0788  VERT ORDER  -  FIRST     CLASS II
 DN0788
 DN0788.The horizontal coordinates were scaled from a topographic map and have
 DN0788.an estimated accuracy of +/- 6 seconds.
 DN0788
 DN0788.The orthometric height was determined by differential leveling
 DN0788.and adjusted by the National Geodetic Survey in June 1991..
 DN0788.WARNING-Repeat measurements at this control monument indicate possible
 DN0788.vertical movement.
 DN0788
 DN0788.The geoid height was determined by GEOID03.
 DN0788
 DN0788.The dynamic height is computed by dividing the NAVD 88
 DN0788.geopotential number by the normal gravity value computed on the
 DN0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0788.degrees latitude (g = 980.6199 gals.).
 DN0788
 DN0788.The modeled gravity was interpolated from observed gravity values.
 DN0788
 DN0788;                    North         East    Units  Estimated Accuracy
 DN0788;SPC TXNC     - 2,162,660.      694,240.      MT  (+/- 180 meters Scaled)
 DN0788
 DN0788                          SUPERSEDED SURVEY CONTROL
 DN0788
 DN0788  NGVD 29 (??/??/92)  288.002  (m)          944.89   (f) ADJ UNCH    1 2
 DN0788
 DN0788.Superseded values are not recommended for survey control.
 DN0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0788.See file dsdata.txt to determine how the superseded data were derived.
 DN0788
 DN0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB408666(NAD 83)
 DN0788_MARKER: DB = BENCH MARK DISK
 DN0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0788_STAMPING: Y 131 1952
 DN0788_MARK LOGO: CGS   
 DN0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0788+STABILITY: SURFACE MOTION
 DN0788
 DN0788  HISTORY     - Date     Condition        Report By
 DN0788  HISTORY     - 1952     MONUMENTED       CGS
 DN0788  HISTORY     - 1984     GOOD             NGS
 DN0788
 DN0788                          STATION DESCRIPTION
 DN0788
 DN0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0788'5.65 MI N FROM RHOME.
 DN0788'5.65 MILES NORTH ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0788'THE STATION AT RHOME, AT THE NORTH END OF A SMALL CUT, 3 POLES NORTH
 DN0788'OF MILEPOST 31, 53.4 FEET EAST OF THE EAST RAIL, 43 FEET WEST OF THE
 DN0788'CENTER LINE OF OLD U.S. HIGHWAY 81, 35 FEET WEST OF THE WEST END OF A
 DN0788'CONCRETE CULVERT UNDER THE OLD HIGHWAY, 24.4 FEET NORTHWEST OF THE 3RD
 DN0788'POLE NORTH OF MILEPOST 31, 3.4 FEET NORTH OF A WITNESS POST, SET IN
 DN0788'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0788
 DN0788                          STATION RECOVERY (1984)
 DN0788
 DN0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0788'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0788'TO REACH FOLLOWS.  9.1 KM (5.65 MI) NORTHWESTERLY ALONG THE
 DN0788'BURLINGTON NORTHERN FROM ITS JUNCTION WITH 2ND STREET IN RHOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0745 ***********************************************************************
 DN0745  DESIGNATION -  Y 132
 DN0745  PID         -  DN0745
 DN0745  STATE/COUNTY-  TX/WISE
 DN0745  USGS QUAD   -  SMYRNA (1978)
 DN0745
 DN0745                         *CURRENT SURVEY CONTROL
 DN0745  ___________________________________________________________________
 DN0745* NAD 83(1986)-  33 23 49.     (N)    097 43 52.     (W)     SCALED    
 DN0745* NAVD 88     -       274.065  (meters)     899.16   (feet)  ADJUSTED  
 DN0745  ___________________________________________________________________
 DN0745  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DN0745  DYNAMIC HT  -         273.761 (meters)     898.16  (feet)  COMP
 DN0745  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 DN0745
 DN0745  VERT ORDER  -  FIRST     CLASS II
 DN0745
 DN0745.The horizontal coordinates were scaled from a topographic map and have
 DN0745.an estimated accuracy of +/- 6 seconds.
 DN0745
 DN0745.The orthometric height was determined by differential leveling
 DN0745.and adjusted by the National Geodetic Survey in June 1991..
 DN0745
 DN0745.The geoid height was determined by GEOID03.
 DN0745
 DN0745.The dynamic height is computed by dividing the NAVD 88
 DN0745.geopotential number by the normal gravity value computed on the
 DN0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0745.degrees latitude (g = 980.6199 gals.).
 DN0745
 DN0745.The modeled gravity was interpolated from observed gravity values.
 DN0745
 DN0745;                    North         East    Units  Estimated Accuracy
 DN0745;SPC TXNC     - 2,192,130.      671,520.      MT  (+/- 180 meters Scaled)
 DN0745
 DN0745                          SUPERSEDED SURVEY CONTROL
 DN0745
 DN0745  NGVD 29 (??/??/92)  273.979  (m)          898.88   (f) ADJ UNCH    1 2
 DN0745
 DN0745.Superseded values are not recommended for survey control.
 DN0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0745.See file dsdata.txt to determine how the superseded data were derived.
 DN0745
 DN0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB180960(NAD 83)
 DN0745_MARKER: DB = BENCH MARK DISK
 DN0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0745_STAMPING: Y 132 1952
 DN0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0745+STABILITY: SURFACE MOTION
 DN0745
 DN0745  HISTORY     - Date     Condition        Report By
 DN0745  HISTORY     - 1952     MONUMENTED       CGS
 DN0745  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0745  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0745
 DN0745                          STATION DESCRIPTION
 DN0745
 DN0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0745'3.4 MI NW FROM ALVORD.
 DN0745'3.4 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0745'THE STATION AT ALVORD, 4 1/2 POLES NORTHWEST OF MILEPOST 55, 60 FEET
 DN0745'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 39 FEET SOUTHWEST OF
 DN0745'THE SOUTHWEST RAIL, 4.6 FEET SOUTHEAST OF A TELEGRAPH POLE, 3.4 FEET
 DN0745'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0745'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DN0745
 DN0745                          STATION RECOVERY (1984)
 DN0745
 DN0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0745'MARK NOT FOUND.
 DN0745
 DN0745                          STATION RECOVERY (1997)
 DN0745
 DN0745'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0854 ***********************************************************************
 DN0854  DESIGNATION -  Y 133
 DN0854  PID         -  DN0854
 DN0854  STATE/COUNTY-  TX/MONTAGUE
 DN0854  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0854
 DN0854                         *CURRENT SURVEY CONTROL
 DN0854  ___________________________________________________________________
 DN0854* NAD 83(1986)-  33 35 05.     (N)    097 54 21.     (W)     SCALED    
 DN0854* NAVD 88     -       324.449  (meters)    1064.46   (feet)  ADJUSTED  
 DN0854  ___________________________________________________________________
 DN0854  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DN0854  DYNAMIC HT  -         324.090 (meters)    1063.29  (feet)  COMP
 DN0854  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 DN0854
 DN0854  VERT ORDER  -  FIRST     CLASS II
 DN0854
 DN0854.The horizontal coordinates were scaled from a topographic map and have
 DN0854.an estimated accuracy of +/- 6 seconds.
 DN0854
 DN0854.The orthometric height was determined by differential leveling
 DN0854.and adjusted by the National Geodetic Survey in June 1991..
 DN0854
 DN0854.The geoid height was determined by GEOID03.
 DN0854
 DN0854.The dynamic height is computed by dividing the NAVD 88
 DN0854.geopotential number by the normal gravity value computed on the
 DN0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0854.degrees latitude (g = 980.6199 gals.).
 DN0854
 DN0854.The modeled gravity was interpolated from observed gravity values.
 DN0854
 DN0854;                    North         East    Units  Estimated Accuracy
 DN0854;SPC TXNC     - 2,212,850.      655,150.      MT  (+/- 180 meters Scaled)
 DN0854
 DN0854                          SUPERSEDED SURVEY CONTROL
 DN0854
 DN0854  NGVD 29 (??/??/92)  324.371  (m)         1064.21   (f) ADJ UNCH    1 2
 DN0854
 DN0854.Superseded values are not recommended for survey control.
 DN0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0854.See file dsdata.txt to determine how the superseded data were derived.
 DN0854
 DN0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC015166(NAD 83)
 DN0854_MARKER: DB = BENCH MARK DISK
 DN0854_SETTING: 66 = SET IN ROCK OUTCROP
 DN0854_SP_SET: OUTCROP
 DN0854_STAMPING: 1064.207 Y 133 1933
 DN0854_MARK LOGO: CGS   
 DN0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0854+STABILITY: POSITION/ELEVATION WELL
 DN0854
 DN0854  HISTORY     - Date     Condition        Report By
 DN0854  HISTORY     - 1933     MONUMENTED       CGS
 DN0854  HISTORY     - 1950     MARK NOT FOUND   NGS
 DN0854  HISTORY     - 1984     GOOD             NGS
 DN0854  HISTORY     - 19961116 GOOD             USPSQD
 DN0854
 DN0854                          STATION DESCRIPTION
 DN0854
 DN0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0854'3.8 MI NW FROM BOWIE.
 DN0854'3.8 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DN0854'BOWIE, MONTAGUE COUNTY, AT MILEAGE 72.2, 125 FEET NORTHWEST OF A ROAD
 DN0854'CROSSING, 42 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND IN A
 DN0854'PROMINENT ROCK OUTCROP.  A STANDARD DISK, STAMPED Y 133 1933.  NOTE--
 DN0854'IT IS 75 FEET WEST OF A LARGE WHITE GATE AND ROAD CROSSING, 3 FEET
 DN0854'SOUTHWEST OF THE NORTH RIGHT-OF-WAY FENCE AND 42 FEET NORTHEAST OF THE
 DN0854'CENTERLINE OF THE TRACKS, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACKS.
 DN0854
 DN0854                          STATION RECOVERY (1984)
 DN0854
 DN0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0854'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.1 KM (3.8
 DN0854'MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 DN0854'STATION IN BOWIE.  IN THE CENTER OF A 3- BY 3-FT BOULDER, 38.4 METERS
 DN0854'(126.0 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH,
 DN0854'12.8 METERS (42.0 FT) NORTHEAST OF THE NEAR RAIL, 22.1 METERS
 DN0854'(75.1 FT) NORTHWEST OF A FENCE CORNER, AND 1.0 METERS (3.3 FT)
 DN0854'SOUTHWEST OF A FENCE.
 DN0854'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 DN0854'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DN0854
 DN0854                          STATION RECOVERY (1996)
 DN0854
 DN0854'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0083 ***********************************************************************
 EN0083  DESIGNATION -  Y 134
 EN0083  PID         -  EN0083
 EN0083  STATE/COUNTY-  TX/CHILDRESS
 EN0083  USGS QUAD   -  CAREY (1981)
 EN0083
 EN0083                         *CURRENT SURVEY CONTROL
 EN0083  ___________________________________________________________________
 EN0083* NAD 83(1986)-  34 26 54.     (N)    100 17 54.     (W)     SCALED    
 EN0083* NAVD 88     -       577.426  (meters)    1894.44   (feet)  ADJUSTED  
 EN0083  ___________________________________________________________________
 EN0083  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 EN0083  DYNAMIC HT  -         576.766 (meters)    1892.27  (feet)  COMP
 EN0083  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 EN0083
 EN0083  VERT ORDER  -  FIRST     CLASS II
 EN0083
 EN0083.The horizontal coordinates were scaled from a topographic map and have
 EN0083.an estimated accuracy of +/- 6 seconds.
 EN0083
 EN0083.The orthometric height was determined by differential leveling
 EN0083.and adjusted by the National Geodetic Survey in June 1991..
 EN0083
 EN0083.The geoid height was determined by GEOID03.
 EN0083
 EN0083.The dynamic height is computed by dividing the NAVD 88
 EN0083.geopotential number by the normal gravity value computed on the
 EN0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0083.degrees latitude (g = 980.6199 gals.).
 EN0083
 EN0083.The modeled gravity was interpolated from observed gravity values.
 EN0083
 EN0083;                    North         East    Units  Estimated Accuracy
 EN0083;SPC TX N     - 1,050,410.      310,430.      MT  (+/- 180 meters Scaled)
 EN0083
 EN0083                          SUPERSEDED SURVEY CONTROL
 EN0083
 EN0083  NGVD 29 (??/??/92)  577.131  (m)         1893.47   (f) ADJ UNCH    1 2
 EN0083
 EN0083.Superseded values are not recommended for survey control.
 EN0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0083.See file dsdata.txt to determine how the superseded data were derived.
 EN0083
 EN0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD807126(NAD 83)
 EN0083_MARKER: DB = BENCH MARK DISK
 EN0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0083_SP_SET: CULVERT
 EN0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0083
 EN0083  HISTORY     - Date     Condition        Report By
 EN0083  HISTORY     - UNK      MONUMENTED       CGS
 EN0083  HISTORY     - 1933     GOOD             NGS
 EN0083  HISTORY     - 1966     GOOD             USGS
 EN0083
 EN0083                          STATION DESCRIPTION
 EN0083
 EN0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0083'2.0 MI SE FROM CAREY.
 EN0083'AT MILEAGE 225.75, SET IN SOUTHEAST CORNER OF SOUTHWEST END OF
 EN0083'CONCRETE CULVERT.
 EN0083
 EN0083                          STATION RECOVERY (1966)
 EN0083
 EN0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EN0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0184 ***********************************************************************
 EN0184  DESIGNATION -  Y 135
 EN0184  PID         -  EN0184
 EN0184  STATE/COUNTY-  TX/DONLEY
 EN0184  USGS QUAD   -  CLARENDON (1982)
 EN0184
 EN0184                         *CURRENT SURVEY CONTROL
 EN0184  ___________________________________________________________________
 EN0184* NAD 83(1986)-  34 56 01.     (N)    100 53 34.     (W)     SCALED    
 EN0184* NAVD 88     -       838.984  (meters)    2752.57   (feet)  ADJUSTED  
 EN0184  ___________________________________________________________________
 EN0184  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EN0184  DYNAMIC HT  -         838.011 (meters)    2749.37  (feet)  COMP
 EN0184  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 EN0184
 EN0184  VERT ORDER  -  FIRST     CLASS II
 EN0184
 EN0184.The horizontal coordinates were scaled from a topographic map and have
 EN0184.an estimated accuracy of +/- 6 seconds.
 EN0184
 EN0184.The orthometric height was determined by differential leveling
 EN0184.and adjusted by the National Geodetic Survey in June 1991..
 EN0184
 EN0184.The geoid height was determined by GEOID03.
 EN0184
 EN0184.The dynamic height is computed by dividing the NAVD 88
 EN0184.geopotential number by the normal gravity value computed on the
 EN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0184.degrees latitude (g = 980.6199 gals.).
 EN0184
 EN0184.The modeled gravity was interpolated from observed gravity values.
 EN0184
 EN0184;                    North         East    Units  Estimated Accuracy
 EN0184;SPC TX N     - 1,103,740.      255,470.      MT  (+/- 180 meters Scaled)
 EN0184
 EN0184                          SUPERSEDED SURVEY CONTROL
 EN0184
 EN0184  NGVD 29 (??/??/92)  838.562  (m)         2751.18   (f) ADJ UNCH    1 2
 EN0184
 EN0184.Superseded values are not recommended for survey control.
 EN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0184.See file dsdata.txt to determine how the superseded data were derived.
 EN0184
 EN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD271673(NAD 83)
 EN0184_MARKER: DB = BENCH MARK DISK
 EN0184_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EN0184+WITH SETTING: PAVEMENT
 EN0184_STAMPING: Y 135 1933 2751.182
 EN0184_MARK LOGO: CGS   
 EN0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0184+STABILITY: SURFACE MOTION
 EN0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0184+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 EN0184
 EN0184  HISTORY     - Date     Condition        Report By
 EN0184  HISTORY     - 1933     MONUMENTED       CGS
 EN0184  HISTORY     - 1933     GOOD             NGS
 EN0184  HISTORY     - 1962     MARK NOT FOUND   NGS
 EN0184  HISTORY     - 1984     GOOD             NGS
 EN0184  HISTORY     - 20040803 GOOD             USPSQD
 EN0184  HISTORY     - 20050519 GOOD             USPSQD
 EN0184
 EN0184                          STATION DESCRIPTION
 EN0184
 EN0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0184'IN CLARENDON.
 EN0184'AT BRICK SCHOOL BUILDING SOUTH OF POST OFFICE, SET ON WEST SIDE OF
 EN0184'NORTH ENTRANCE.
 EN0184
 EN0184                          STATION RECOVERY (1962)
 EN0184
 EN0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EN0184'MARK NOT FOUND.
 EN0184
 EN0184                          STATION RECOVERY (1984)
 EN0184
 EN0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0184'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 EN0184'CLARENDON, IN THE SOUTH END OF THE WEST CONCRETE BANNISTER OF THE
 EN0184'STEPS LEADING TO THE NORTH ENTRANCE TO THE TEXAS SADDLERY COMPANY AT
 EN0184'200 WEST 7TH STREET, 2.2 M (7.2 FT) NORTHWEST OF THE CENTER OF THE
 EN0184'ENTRANCE, AND 0.3 M (1.0 FT) NORTHEAST OF THE NORTHEAST FACE OF THE
 EN0184'BUILDING.
 EN0184'THE MARK IS 1.6 M ABOVE THE STREET.
 EN0184
 EN0184                          STATION RECOVERY (2004)
 EN0184
 EN0184'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0184'RECOVERED IN GOOD CONDITION.
 EN0184
 EN0184                          STATION RECOVERY (2005)
 EN0184
 EN0184'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EN0184'BUILDING IS A TWO STORY BRICK SCHOOL HOUSE AND IS PRESENTLY VACANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0083 ***********************************************************************
 GK0083  DESIGNATION -  Y 136
 GK0083  PID         -  GK0083
 GK0083  STATE/COUNTY-  TX/OCHILTREE
 GK0083  USGS QUAD   -  LAKE FRYER (1973)
 GK0083
 GK0083                         *CURRENT SURVEY CONTROL
 GK0083  ___________________________________________________________________
 GK0083* NAD 83(1986)-  36 13 31.     (N)    100 43 45.     (W)     SCALED    
 GK0083* NAVD 88     -       835.951  (meters)    2742.62   (feet)  ADJUSTED  
 GK0083  ___________________________________________________________________
 GK0083  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 GK0083  DYNAMIC HT  -         835.068 (meters)    2739.72  (feet)  COMP
 GK0083  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 GK0083
 GK0083  VERT ORDER  -  FIRST     CLASS II
 GK0083
 GK0083.The horizontal coordinates were scaled from a topographic map and have
 GK0083.an estimated accuracy of +/- 6 seconds.
 GK0083
 GK0083.The orthometric height was determined by differential leveling
 GK0083.and adjusted by the National Geodetic Survey in June 1991..
 GK0083
 GK0083.The geoid height was determined by GEOID03.
 GK0083
 GK0083.The dynamic height is computed by dividing the NAVD 88
 GK0083.geopotential number by the normal gravity value computed on the
 GK0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0083.degrees latitude (g = 980.6199 gals.).
 GK0083
 GK0083.The modeled gravity was interpolated from observed gravity values.
 GK0083
 GK0083;                    North         East    Units  Estimated Accuracy
 GK0083;SPC TX N     - 1,247,150.      269,300.      MT  (+/- 180 meters Scaled)
 GK0083
 GK0083                          SUPERSEDED SURVEY CONTROL
 GK0083
 GK0083  NGVD 29 (??/??/92)  835.583  (m)         2741.41   (f) ADJ UNCH    1 2
 GK0083
 GK0083.Superseded values are not recommended for survey control.
 GK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0083.See file dsdata.txt to determine how the superseded data were derived.
 GK0083
 GK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF445103(NAD 83)
 GK0083_MARKER: DB = BENCH MARK DISK
 GK0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0083_STAMPING: Y-136 1934
 GK0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0083+STABILITY: SURFACE MOTION
 GK0083
 GK0083  HISTORY     - Date     Condition        Report By
 GK0083  HISTORY     - 1934     MONUMENTED       CGS
 GK0083  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0083
 GK0083                          STATION DESCRIPTION
 GK0083
 GK0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0083'13.3 MI SE FROM PERRYTON.
 GK0083'13.3 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 54 FEET EAST
 GK0083'OF THE CENTERLINE OF U.S HIGHWAY 83 UNDER CONSTRUCTION.  850 FEET WEST
 GK0083'OF ROCKEY BLUFF.  250 FEET SOUTH OF EAST AND WEST SECTION LINE FENCE.
 GK0083'NOTE-- RD. WORK IN AREA.
 GK0083
 GK0083                          STATION RECOVERY (1973)
 GK0083
 GK0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0040 ***********************************************************************
 FL0040  DESIGNATION -  Y 137 RESET 1945
 FL0040  PID         -  FL0040
 FL0040  STATE/COUNTY-  TX/HEMPHILL
 FL0040  USGS QUAD   -  CANADIAN EAST (1972)
 FL0040
 FL0040                         *CURRENT SURVEY CONTROL
 FL0040  ___________________________________________________________________
 FL0040* NAD 83(1986)-  35 57 27.     (N)    100 18 24.     (W)     SCALED    
 FL0040* NAVD 88     -       750.06   (meters)    2460.8    (feet)  RESET     
 FL0040  ___________________________________________________________________
 FL0040  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FL0040
 FL0040  VERT ORDER  -  THIRD
 FL0040
 FL0040.The horizontal coordinates were scaled from a topographic map and have
 FL0040.an estimated accuracy of +/- 6 seconds.
 FL0040
 FL0040.The orthometric height was computed from unverified reset data.
 FL0040
 FL0040.The geoid height was determined by GEOID03.
 FL0040
 FL0040;                    North         East    Units  Estimated Accuracy
 FL0040;SPC TX N     - 1,217,810.      307,650.      MT  (+/- 180 meters Scaled)
 FL0040
 FL0040                          SUPERSEDED SURVEY CONTROL
 FL0040
 FL0040.No superseded survey control is available for this station.
 FL0040
 FL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE821800(NAD 83)
 FL0040_MARKER: DB = BENCH MARK DISK
 FL0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0040_SP_SET: CONCRETE BASE
 FL0040_STAMPING: Y 137 RESET 1945
 FL0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0040
 FL0040  HISTORY     - Date     Condition        Report By
 FL0040  HISTORY     - 1945     MONUMENTED       ATSFRR
 FL0040  HISTORY     - 1945     GOOD             NGS
 FL0040  HISTORY     - 1972     GOOD             USGS
 FL0040
 FL0040                          STATION DESCRIPTION
 FL0040
 FL0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FL0040'4.9 MI SW FROM GLAZIER.
 FL0040'ABOUT 4.9 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL0040'FROM THE STATION AT GLAZIER, HEMPHILL COUNTY, 10 FEET EAST OF THE EAST
 FL0040'HEAD BLOCK OF THE SIDING AT CLEAR CREEK, 30 FEET NORTH OF MILEPOST
 FL0040'449, AT BLOCK SIGNAL 4482, AND IN THE TOP OF THE SOUTHEAST CORNER OF
 FL0040'THE CONCRETE BASE.  A STANDARD DISK, STAMPED Y 137 RESET 1945.
 FL0040
 FL0040                          STATION RECOVERY (1972)
 FL0040
 FL0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1488 ***********************************************************************
 AY1488  DESIGNATION -  Y 1377
 AY1488  PID         -  AY1488
 AY1488  STATE/COUNTY-  TX/WILSON
 AY1488  USGS QUAD   -  FLORESVILLE (1973)
 AY1488
 AY1488                         *CURRENT SURVEY CONTROL
 AY1488  ___________________________________________________________________
 AY1488* NAD 83(1986)-  29 08 50.     (N)    098 10 10.     (W)     SCALED    
 AY1488* NAVD 88     -       123.769  (meters)     406.07   (feet)  ADJUSTED  
 AY1488  ___________________________________________________________________
 AY1488  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY1488  DYNAMIC HT  -         123.593 (meters)     405.49  (feet)  COMP
 AY1488  MODELED GRAV-     979,220.6   (mgal)                       NAVD 88
 AY1488
 AY1488  VERT ORDER  -  FIRST     CLASS II
 AY1488
 AY1488.The horizontal coordinates were scaled from a topographic map and have
 AY1488.an estimated accuracy of +/- 6 seconds.
 AY1488
 AY1488.The orthometric height was determined by differential leveling
 AY1488.and adjusted by the National Geodetic Survey in June 1991..
 AY1488
 AY1488.The geoid height was determined by GEOID03.
 AY1488
 AY1488.The dynamic height is computed by dividing the NAVD 88
 AY1488.geopotential number by the normal gravity value computed on the
 AY1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1488.degrees latitude (g = 980.6199 gals.).
 AY1488
 AY1488.The modeled gravity was interpolated from observed gravity values.
 AY1488
 AY1488;                    North         East    Units  Estimated Accuracy
 AY1488;SPC TXSC     - 4,145,900.      680,800.      MT  (+/- 180 meters Scaled)
 AY1488
 AY1488                          SUPERSEDED SURVEY CONTROL
 AY1488
 AY1488.No superseded survey control is available for this station.
 AY1488
 AY1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT807245(NAD 83)
 AY1488_MARKER: I = METAL ROD
 AY1488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1488_SP_SET: STAINLESS STEEL ROD
 AY1488_STAMPING: Y 1377 1981
 AY1488_MARK LOGO: NGS   
 AY1488_PROJECTION: RECESSED 5 CENTIMETERS
 AY1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1488_ROD/PIPE-DEPTH: 7.8  meters
 AY1488
 AY1488  HISTORY     - Date     Condition        Report By
 AY1488  HISTORY     - 1981     MONUMENTED       NGS
 AY1488  HISTORY     - 19951021 GOOD             USPSQD
 AY1488
 AY1488                          STATION DESCRIPTION
 AY1488
 AY1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1488'2.0 KM (1.25 MI) NW FROM FLORESVILLE.
 AY1488'2.0 KM (1.25 MI) NORTHWEST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY1488'COURTHOUSE IN FLORESVILLE, AT THE NORTHEAST CORNER OF A CEMETERY,
 AY1488'12.5 METERS (41.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AY1488'51.2 METERS (168 FT) NORTHWEST OF THE CENTER OF THE SOUTHWEST CONCRETE
 AY1488'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 21.9 METERS (72.0 FT)
 AY1488'NORTHWEST OF THE CENTER OF A METAL GATE AT THE ENTRANCE TO THE
 AY1488'CEMETERY, 1.0 METER (3.3 FT) SOUTHEAST OF THE CORNER FENCE POST OF THE
 AY1488'CEMETERY, 1.5 METERS (5.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 AY1488'FENCE POST OF A FIELD, 0.3 METER (1.0 FT) NORTHEAST OF THE CEMETERY
 AY1488'FENCE.  NOTE-ROD WAS DRIVEN TO REFUSAL.
 AY1488'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 AY1488'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AY1488
 AY1488                          STATION RECOVERY (1995)
 AY1488
 AY1488'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1952 ***********************************************************************
 AN1952  DESIGNATION -  Y 1378
 AN1952  PID         -  AN1952
 AN1952  STATE/COUNTY-  TX/KARNES
 AN1952  USGS QUAD   -  LENZ (1987)
 AN1952
 AN1952                         *CURRENT SURVEY CONTROL
 AN1952  ___________________________________________________________________
 AN1952* NAD 83(1993)-  28 50 51.09647(N)    097 52 37.08639(W)     ADJUSTED  
 AN1952* NAVD 88     -       113.361  (meters)     371.92   (feet)  ADJUSTED  
 AN1952  ___________________________________________________________________
 AN1952  X           -    -766,238.273 (meters)                     COMP
 AN1952  Y           -  -5,538,333.590 (meters)                     COMP
 AN1952  Z           -   3,059,151.776 (meters)                     COMP
 AN1952  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 AN1952  ELLIP HEIGHT-          86.87  (meters)          (02/16/96) GPS OBS
 AN1952  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AN1952  DYNAMIC HT  -         113.196 (meters)     371.38  (feet)  COMP
 AN1952  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AN1952
 AN1952  HORZ ORDER  -  THIRD
 AN1952  VERT ORDER  -  FIRST     CLASS II
 AN1952  ELLP ORDER  -  FIFTH     CLASS I
 AN1952
 AN1952.The horizontal coordinates were established by GPS observations
 AN1952.and adjusted by the National Geodetic Survey in February 1996..
 AN1952
 AN1952.The orthometric height was determined by differential leveling
 AN1952.and adjusted by the National Geodetic Survey in June 1991..
 AN1952
 AN1952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN1952
 AN1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1952
 AN1952.The ellipsoidal height was determined by GPS observations
 AN1952.and is referenced to NAD 83.
 AN1952
 AN1952.The geoid height was determined by GEOID03.
 AN1952
 AN1952.The dynamic height is computed by dividing the NAVD 88
 AN1952.geopotential number by the normal gravity value computed on the
 AN1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1952.degrees latitude (g = 980.6199 gals.).
 AN1952
 AN1952.The modeled gravity was interpolated from observed gravity values.
 AN1952
 AN1952;                    North         East     Units Scale Factor Converg.
 AN1952;SPC TXSC     - 4,112,926.933   709,574.436   MT  0.99989917   +0 33 00.7
 AN1952;SPC TXSC     -13,493,827.78  2,327,995.46   sFT  0.99989917   +0 33 00.7
 AN1952;UTM  14      - 3,191,611.114   609,547.111   MT  0.99974809   +0 32 30.8
 AN1952
 AN1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1952!SPC TXSC     -   0.99998636  x   0.99989917  =   0.99988553
 AN1952!UTM  14      -   0.99998636  x   0.99974809  =   0.99973445
 AN1952
 AN1952                          SUPERSEDED SURVEY CONTROL
 AN1952
 AN1952  NAD 83(1986)-  28 50 51.10360(N)    097 52 37.06960(W) AD(       ) 3
 AN1952  NAD 27      -  28 50 50.20445(N)    097 52 36.04822(W) AD(       ) 3
 AN1952  NGVD 29 (12/08/88)  113.34   (m)          371.8    (f) LEVELING    3  
 AN1952
 AN1952.Superseded values are not recommended for survey control.
 AN1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1952.See file dsdata.txt to determine how the superseded data were derived.
 AN1952
 AN1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS0954791611(NAD 83)
 AN1952_MARKER: I = METAL ROD
 AN1952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1952_SP_SET: STAINLESS STEEL ROD
 AN1952_STAMPING: Y 1378 1981
 AN1952_MARK LOGO: NGS   
 AN1952_PROJECTION: RECESSED 5 CENTIMETERS
 AN1952_MAGNETIC: I = MARKER IS A STEEL ROD
 AN1952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1952+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1988
 AN1952_ROD/PIPE-DEPTH: 6.0  meters
 AN1952
 AN1952  HISTORY     - Date     Condition        Report By
 AN1952  HISTORY     - 1981     MONUMENTED       NGS
 AN1952  HISTORY     - 19880420 GOOD             NGS
 AN1952
 AN1952                          STATION DESCRIPTION
 AN1952
 AN1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1952'5.7 KM (3.55 MI) SE FROM KARNES CITY.
 AN1952'0.8 KM (0.5 MI) EAST ALONG CALVERT STREET (U.S. HIGHWAY 181 BUSINESS)
 AN1952'FROM THE COURTHOUSE IN KARNES CITY, THENCE 2.3 KM (1.45 MI) SOUTH
 AN1952'ALONG U.S. HIGHWAY 181 BUSINESS, THENCE 2.6 KM (1.6 MI) SOUTHEAST
 AN1952'ALONG U.S. HIGHWAY 181, ALSO 1.85 KM (1.15 MI) NORTHWEST ALONG U.S.
 AN1952'HIGHWAY 181 BUSINESS FROM THE POST OFFICE IN KENEDY, THENCE 2.9 KM
 AN1952'(1.8 MI) NORTHWEST ALONG U.S. HIGHWAY 181, AT A TRACK ROAD LEADING
 AN1952'NORTHEAST, 14.0 METERS (46.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AN1952'NORTHBOUND LANES OF THE HIGHWAY, 28.8 METERS (94.5 FT) SOUTHEAST OF A
 AN1952'FIRE HYDRANT, 19.8 METERS (65.0 FT) SOUTH-SOUTHEAST OF THE SOUTH
 AN1952'CORNER OF A METAL SHED, 7.6 METERS (25.0 FT) NORTHWEST OF THE EXTENDED
 AN1952'CENTER OF THE TRACK ROAD, 1.0 METER (3.3 FT) NORTHWEST OF THE
 AN1952'NORTHWESTERNMOST ONE OF THREE FENCE POSTS AT A FENCE CORNER, 0.3 METER
 AN1952'(1.0 FT) SOUTHWEST OF A FENCE.
 AN1952'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 AN1952'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AN1952
 AN1952                          STATION RECOVERY (1988)
 AN1952
 AN1952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AN1952'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AN1952'DESCRIBED BY R.D.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1049 ***********************************************************************
 AH1049  DESIGNATION -  Y 1379
 AH1049  PID         -  AH1049
 AH1049  STATE/COUNTY-  TX/NUECES
 AH1049  USGS QUAD   -  DRISCOLL EAST (1975)
 AH1049
 AH1049                         *CURRENT SURVEY CONTROL
 AH1049  ___________________________________________________________________
 AH1049* NAD 83(1986)-  27 40 29.     (N)    097 45 00.     (W)     SCALED    
 AH1049* NAVD 88     -        18.148  (meters)      59.54   (feet)  ADJUSTED  
 AH1049  ___________________________________________________________________
 AH1049  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1049  DYNAMIC HT  -          18.120 (meters)      59.45  (feet)  COMP
 AH1049  MODELED GRAV-     979,109.0   (mgal)                       NAVD 88
 AH1049
 AH1049  VERT ORDER  -  FIRST     CLASS II
 AH1049
 AH1049.The horizontal coordinates were scaled from a topographic map and have
 AH1049.an estimated accuracy of +/- 6 seconds.
 AH1049
 AH1049.The orthometric height was determined by differential leveling
 AH1049.and adjusted by the National Geodetic Survey in June 1991..
 AH1049
 AH1049.The geoid height was determined by GEOID03.
 AH1049
 AH1049.The dynamic height is computed by dividing the NAVD 88
 AH1049.geopotential number by the normal gravity value computed on the
 AH1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1049.degrees latitude (g = 980.6199 gals.).
 AH1049
 AH1049.The modeled gravity was interpolated from observed gravity values.
 AH1049
 AH1049;                    North         East    Units  Estimated Accuracy
 AH1049;SPC TX S     - 5,222,700.      373,990.      MT  (+/- 180 meters Scaled)
 AH1049
 AH1049                          SUPERSEDED SURVEY CONTROL
 AH1049
 AH1049.No superseded survey control is available for this station.
 AH1049
 AH1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR232617(NAD 83)
 AH1049_MARKER: I = METAL ROD
 AH1049_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1049_SP_SET: STAINLESS STEEL ROD
 AH1049_STAMPING: Y 1379 1981
 AH1049_MARK LOGO: NGS   
 AH1049_PROJECTION: FLUSH
 AH1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1049_ROD/PIPE-DEPTH: 11.0 meters
 AH1049
 AH1049  HISTORY     - Date     Condition        Report By
 AH1049  HISTORY     - 1981     MONUMENTED       NGS
 AH1049  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1049
 AH1049                          STATION DESCRIPTION
 AH1049
 AH1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1049'IN DRISCOLL.
 AH1049'IN DRISCOLL, ONE BLOCK WEST OF THE JUNCTION OF U.S. HIGHWAY 77 AND
 AH1049'FARM ROAD 665, 14.5 METERS (47.4 FT) SOUTH-SOUTHWEST OF THE CENERLINE
 AH1049'OF FARM ROAD 665, 7.9 METERS (26.0 FT) WEST-NORTHWEST OF AN ASPHALT
 AH1049'STREET LEADING SOUTH-SOUTHEAST, 7.2 METERS (23.7 FT) SOUTH-SOUTHEAST
 AH1049'OF THE SOUTHEAST CORNER OF A DOUBLE CHANNEL 60-CM (24-INCH) ROUND
 AH1049'CULVERT HEADWALL, 12.8 METERS (42.0 FT) WEST OF A STOP SIGN, 0.9 METER
 AH1049'(3.0 FT) WEST OF A POWERLINE POLE WITH A TRANSFORMER, 1.5 METERS
 AH1049'(5.0 FT) NORTH-NORTHEAST OF A 77-CM (30-INCH) PALM TREE.
 AH1049'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AH1049'THE MARK IS 0.15 M BELOW THE FARM ROAD.
 AH1049
 AH1049                          STATION RECOVERY (2001)
 AH1049
 AH1049'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0017 ***********************************************************************
 FL0017  DESIGNATION -  Y 138
 FL0017  PID         -  FL0017
 FL0017  STATE/COUNTY-  TX/HEMPHILL
 FL0017  USGS QUAD   -  MENDOTA (1967)
 FL0017
 FL0017                         *CURRENT SURVEY CONTROL
 FL0017  ___________________________________________________________________
 FL0017* NAD 83(1986)-  35 50 18.     (N)    100 23 48.     (W)     SCALED    
 FL0017* NAVD 88     -       817.626  (meters)    2682.49   (feet)  ADJUSTED  
 FL0017  ___________________________________________________________________
 FL0017  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FL0017  DYNAMIC HT  -         816.734 (meters)    2679.57  (feet)  COMP
 FL0017  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 FL0017
 FL0017  VERT ORDER  -  FIRST     CLASS II
 FL0017
 FL0017.The horizontal coordinates were scaled from a topographic map and have
 FL0017.an estimated accuracy of +/- 6 seconds.
 FL0017
 FL0017.The orthometric height was determined by differential leveling
 FL0017.and adjusted by the National Geodetic Survey in June 1991..
 FL0017
 FL0017.The geoid height was determined by GEOID03.
 FL0017
 FL0017.The dynamic height is computed by dividing the NAVD 88
 FL0017.geopotential number by the normal gravity value computed on the
 FL0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0017.degrees latitude (g = 980.6199 gals.).
 FL0017
 FL0017.The modeled gravity was interpolated from observed gravity values.
 FL0017
 FL0017;                    North         East    Units  Estimated Accuracy
 FL0017;SPC TX N     - 1,204,500.      299,680.      MT  (+/- 180 meters Scaled)
 FL0017
 FL0017                          SUPERSEDED SURVEY CONTROL
 FL0017
 FL0017  NGVD 29 (??/??/92)  817.268  (m)         2681.32   (f) ADJ UNCH    1 2
 FL0017
 FL0017.Superseded values are not recommended for survey control.
 FL0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0017.See file dsdata.txt to determine how the superseded data were derived.
 FL0017
 FL0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE738669(NAD 83)
 FL0017_MARKER: DB = BENCH MARK DISK
 FL0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0017_STAMPING: Y-138 1934
 FL0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0017+STABILITY: SURFACE MOTION
 FL0017
 FL0017  HISTORY     - Date     Condition        Report By
 FL0017  HISTORY     - 1934     MONUMENTED       CGS
 FL0017  HISTORY     - 1971     GOOD             LOCSUR
 FL0017  HISTORY     - 1971     GOOD             LOCENG
 FL0017
 FL0017                          STATION DESCRIPTION
 FL0017
 FL0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0017'5.3 MI S FROM CANADIAN.
 FL0017'5.3 MILES SOUTH OF HEMPHILL CO. COURT HOUSE AT CANADIAN 108 FEET WEST
 FL0017'OF DRIVEWAY TO MELTON RANCH, ON EAST SIDE OF HIGHWAY, 53 FEET WEST OF
 FL0017'CENTER LINE OF HIGHWAY U.S. 83, 36 FEET NORTHWEST OF MELTON RANCH MAIL
 FL0017'BOX, 21 FEET SOUTH OF GATE IN WEST HIGHWAY RIGHT OF WAY FENCE LINE.
 FL0017
 FL0017                          STATION RECOVERY (1971)
 FL0017
 FL0017'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 FL0017'RECOVERED IN GOOD CONDITION.
 FL0017
 FL0017                          STATION RECOVERY (1971)
 FL0017
 FL0017'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 FL0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1079 ***********************************************************************
 AH1079  DESIGNATION -  Y 1380
 AH1079  PID         -  AH1079
 AH1079  STATE/COUNTY-  TX/KENEDY
 AH1079  USGS QUAD   -  SARITA (1979)
 AH1079
 AH1079                         *CURRENT SURVEY CONTROL
 AH1079  ___________________________________________________________________
 AH1079* NAD 83(1986)-  27 14 32.     (N)    097 47 39.     (W)     SCALED    
 AH1079* NAVD 88     -         9.263  (meters)      30.39   (feet)  ADJUSTED  
 AH1079  ___________________________________________________________________
 AH1079  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH1079  DYNAMIC HT  -           9.248 (meters)      30.34  (feet)  COMP
 AH1079  MODELED GRAV-     979,092.2   (mgal)                       NAVD 88
 AH1079
 AH1079  VERT ORDER  -  FIRST     CLASS II
 AH1079
 AH1079.The horizontal coordinates were scaled from a topographic map and have
 AH1079.an estimated accuracy of +/- 6 seconds.
 AH1079
 AH1079.The orthometric height was determined by differential leveling
 AH1079.and adjusted by the National Geodetic Survey in June 1991..
 AH1079
 AH1079.The geoid height was determined by GEOID03.
 AH1079
 AH1079.The dynamic height is computed by dividing the NAVD 88
 AH1079.geopotential number by the normal gravity value computed on the
 AH1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1079.degrees latitude (g = 980.6199 gals.).
 AH1079
 AH1079.The modeled gravity was interpolated from observed gravity values.
 AH1079
 AH1079;                    North         East    Units  Estimated Accuracy
 AH1079;SPC TX S     - 5,174,750.      369,900.      MT  (+/- 180 meters Scaled)
 AH1079
 AH1079                          SUPERSEDED SURVEY CONTROL
 AH1079
 AH1079.No superseded survey control is available for this station.
 AH1079
 AH1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR193138(NAD 83)
 AH1079_MARKER: I = METAL ROD
 AH1079_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1079_SP_SET: STAINLESS STEEL ROD
 AH1079_STAMPING: Y 1380 1981
 AH1079_MARK LOGO: NGS   
 AH1079_PROJECTION: RECESSED 2 CENTIMETERS
 AH1079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1079+STABILITY: POSITION/ELEVATION WELL
 AH1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1079+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AH1079_ROD/PIPE-DEPTH: 11.0 meters
 AH1079
 AH1079  HISTORY     - Date     Condition        Report By
 AH1079  HISTORY     - 1981     MONUMENTED       NGS
 AH1079  HISTORY     - 20040202 GOOD             USPSQD
 AH1079
 AH1079                          STATION DESCRIPTION
 AH1079
 AH1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1079'2.5 KM (1.55 MI) NNW FROM SARITA.
 AH1079'2.5 KM (1.55 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND FROM
 AH1079'THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE POST OFFICE IN
 AH1079'SARITA, AT A CROSSOVER ROAD (NOW UNDER CONSTRUCTION), CONNECTING U.S.
 AH1079'HIGHWAY 77 NORTHBOUND AND SOUTHBOUND LANES, 18.2 METERS (59.8 FT)
 AH1079'WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 77 SOUTHBOUND, 0.3 METER
 AH1079'(1.0 FT) EAST OF A FENCE, 7.6 METERS (25.0 FT) SOUTH-SOUTHEAST OF THE
 AH1079'CENTER OF A METAL GATE, 1.0 METER (3.3 FT) SOUTH-SOUTHEAST OF A 30-CM
 AH1079'(12-INCH) WOODEN FENCE POST, 17.4 METERS (57.0 FT) NORTH-NORTHWEST OF
 AH1079'THE APPROXIMATE CENTER OF THE CROSSOVER ROAD, 35.5 METERS (116.5 FT)
 AH1079'SOUTH-SOUTHEAST OF A POWERLINE POLE, 63.3 METERS (207.6 FT)
 AH1079'NORTH-NORTHWEST OF A POWERLINE POLE WITH FOUR TRANSFORMERS.
 AH1079'NOTE-DESIGNATED CLASS A DUE TO SOIL AND CLIMATE FACTORS.
 AH1079'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 AH1079'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 AH1079
 AH1079                          STATION RECOVERY (2004)
 AH1079
 AH1079'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1929 ***********************************************************************
 AN1929  DESIGNATION -  Y 1381
 AN1929  PID         -  AN1929
 AN1929  STATE/COUNTY-  TX/BEE
 AN1929  USGS QUAD   -  TULETA (1987)
 AN1929
 AN1929                         *CURRENT SURVEY CONTROL
 AN1929  ___________________________________________________________________
 AN1929* NAD 83(1986)-  28 30 46.     (N)    097 46 53.     (W)     SCALED    
 AN1929* NAVD 88     -        82.358  (meters)     270.20   (feet)  ADJUSTED  
 AN1929  ___________________________________________________________________
 AN1929  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1929  DYNAMIC HT  -          82.235 (meters)     269.80  (feet)  COMP
 AN1929  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 AN1929
 AN1929  VERT ORDER  -  FIRST     CLASS II
 AN1929
 AN1929.The horizontal coordinates were scaled from a topographic map and have
 AN1929.an estimated accuracy of +/- 6 seconds.
 AN1929
 AN1929.The orthometric height was determined by differential leveling
 AN1929.and adjusted by the National Geodetic Survey in June 1991..
 AN1929
 AN1929.The geoid height was determined by GEOID03.
 AN1929
 AN1929.The dynamic height is computed by dividing the NAVD 88
 AN1929.geopotential number by the normal gravity value computed on the
 AN1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1929.degrees latitude (g = 980.6199 gals.).
 AN1929
 AN1929.The modeled gravity was interpolated from observed gravity values.
 AN1929
 AN1929;                    North         East    Units  Estimated Accuracy
 AN1929;SPC TXSC     - 4,075,930.      719,290.      MT  (+/- 180 meters Scaled)
 AN1929
 AN1929                          SUPERSEDED SURVEY CONTROL
 AN1929
 AN1929.No superseded survey control is available for this station.
 AN1929
 AN1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS192546(NAD 83)
 AN1929_MARKER: I = METAL ROD
 AN1929_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN1929_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN1929_STAMPING: Y 1381 1981
 AN1929_MARK LOGO: NGS   
 AN1929_PROJECTION: RECESSED 5 CENTIMETERS
 AN1929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AN1929+STABILITY: POSITION/ELEVATION WELL
 AN1929_ROD/PIPE-DEPTH: 10.8 meters
 AN1929_SLEEVE-DEPTH  : 9.1 meters
 AN1929
 AN1929  HISTORY     - Date     Condition        Report By
 AN1929  HISTORY     - 1981     MONUMENTED       NGS
 AN1929
 AN1929                          STATION DESCRIPTION
 AN1929
 AN1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1929'12.4 KM (7.7 MI) SE FROM PETTUS.
 AN1929'12.4 KM (7.7 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE
 AN1929'JUNCTION OF FARM ROAD 623 IN PETTUS, ALSO 9.6 KM (6.0 MI) NORTHWEST
 AN1929'ALONG U.S. HIGHWAY 181 BUSINESS FROM THE COURTHOUSE IN BEEVILLE,
 AN1929'THENCE 3.8 KM (2.35 MI) NORTHWEST ALONG U.S. HIGHWAY 181, AT THE
 AN1929'NORTHWEST BRICK COLUMN AT THE MAIN ENTRANCE ROAD TO THE SAN DOMINGO
 AN1929'RANCH HEADQUARTERS, 34.7 METERS (114 FT) WEST OF THE CENTERLINE OF THE
 AN1929'HIGHWAY, 5.4 METERS (18.0 FT) NORTH OF THE CENTER OF THE ROAD AND A
 AN1929'METAL GATE, 1.2 METERS (4.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF
 AN1929'THE BRICK COLUMN, 1.5 METERS (5.0 FT) EAST OF A WALL ON THE NORTH SIDE
 AN1929'OF THE ROAD, 4.4 METERS (14.5 FT) SOUTH OF A TELEPHONE JUNCTION BOX.
 AN1929'ROD WAS DRIVEN TO REFUSAL.
 AN1929'THE MARK IS 1.4 METERS  SE FROM A WITNESS POST.
 AN1929'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1900 ***********************************************************************
 AN1900  DESIGNATION -  Y 1382
 AN1900  PID         -  AN1900
 AN1900  STATE/COUNTY-  TX/BEE
 AN1900  USGS QUAD   -  PAPALOTE (1979)
 AN1900
 AN1900                         *CURRENT SURVEY CONTROL
 AN1900  ___________________________________________________________________
 AN1900* NAD 83(1986)-  28 11 24.     (N)    097 37 05.     (W)     SCALED    
 AN1900* NAVD 88     -        29.420  (meters)      96.52   (feet)  ADJUSTED  
 AN1900  ___________________________________________________________________
 AN1900  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1900  DYNAMIC HT  -          29.375 (meters)      96.37  (feet)  COMP
 AN1900  MODELED GRAV-     979,138.7   (mgal)                       NAVD 88
 AN1900
 AN1900  VERT ORDER  -  FIRST     CLASS II
 AN1900
 AN1900.The horizontal coordinates were scaled from a topographic map and have
 AN1900.an estimated accuracy of +/- 6 seconds.
 AN1900
 AN1900.The orthometric height was determined by differential leveling
 AN1900.and adjusted by the National Geodetic Survey in June 1991..
 AN1900
 AN1900.The geoid height was determined by GEOID03.
 AN1900
 AN1900.The dynamic height is computed by dividing the NAVD 88
 AN1900.geopotential number by the normal gravity value computed on the
 AN1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1900.degrees latitude (g = 980.6199 gals.).
 AN1900
 AN1900.The modeled gravity was interpolated from observed gravity values.
 AN1900
 AN1900;                    North         East    Units  Estimated Accuracy
 AN1900;SPC TXSC     - 4,040,330.      735,700.      MT  (+/- 180 meters Scaled)
 AN1900
 AN1900                          SUPERSEDED SURVEY CONTROL
 AN1900
 AN1900.No superseded survey control is available for this station.
 AN1900
 AN1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS356190(NAD 83)
 AN1900_MARKER: I = METAL ROD
 AN1900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1900_SP_SET: STAINLESS STEEL ROD
 AN1900_STAMPING: Y 1382 1981
 AN1900_MARK LOGO: NGS   
 AN1900_PROJECTION: RECESSED 6 CENTIMETERS
 AN1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1900_ROD/PIPE-DEPTH: 5.0  meters
 AN1900
 AN1900  HISTORY     - Date     Condition        Report By
 AN1900  HISTORY     - 1981     MONUMENTED       NGS
 AN1900
 AN1900                          STATION DESCRIPTION
 AN1900
 AN1900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1900'9.5 KM (5.95 MI) SE FROM SKIDMORE.
 AN1900'9.5 KM (5.95 MI) SOUTHEAST ALONG U.S HIGHWAY 181 FROM THE JUNCTION OF
 AN1900'STATE HIGHWAY 359 IN SKIDMORE, AT THE JUNCTION OF A DIRT ROAD LEADING
 AN1900'NORTHEAST ACROSS THE SOUTHERN PACIFIC RAILROAD, 40.2 METERS (132 FT)
 AN1900'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 42.6 METERS (140 FT)
 AN1900'SOUTHEAST OF THE CENTER OF THE ROAD, 13.7 METERS (45.5 FT) NORTHEAST
 AN1900'OF THE NORTHEAST RAIL, 26.2 METERS (86.0 FT) SOUTHEAST OF A POWERLINE
 AN1900'POLE, 7.6 METERS (25.0 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD,
 AN1900'1.6 METERS (5.5 FT) NORTHWEST OF A POWERLINE POLE, 0.3 METER (1.0 FT)
 AN1900'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  ROD WAS DRIVEN TO REFUSAL.
 AN1900'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AN1900'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0396 ***********************************************************************
 CE0396  DESIGNATION -  Y 1383
 CE0396  PID         -  CE0396
 CE0396  STATE/COUNTY-  TX/EL PASO
 CE0396  USGS QUAD   -  EL PASO (1997)
 CE0396
 CE0396                         *CURRENT SURVEY CONTROL
 CE0396  ___________________________________________________________________
 CE0396* NAD 83(1986)-  31 47 28.     (N)    106 23 00.     (W)     SCALED    
 CE0396* NAVD 88     -      1201.550  (meters)    3942.09   (feet)  ADJUSTED  
 CE0396  ___________________________________________________________________
 CE0396  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CE0396  DYNAMIC HT  -        1199.707 (meters)    3936.04  (feet)  COMP
 CE0396  MODELED GRAV-     979,065.6   (mgal)                       NAVD 88
 CE0396
 CE0396  VERT ORDER  -  FIRST     CLASS I
 CE0396
 CE0396.The horizontal coordinates were scaled from a topographic map and have
 CE0396.an estimated accuracy of +/- 6 seconds.
 CE0396
 CE0396.The orthometric height was determined by differential leveling
 CE0396.and adjusted by the National Geodetic Survey in November 1996..
 CE0396
 CE0396.The geoid height was determined by GEOID03.
 CE0396
 CE0396.The dynamic height is computed by dividing the NAVD 88
 CE0396.geopotential number by the normal gravity value computed on the
 CE0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0396.degrees latitude (g = 980.6199 gals.).
 CE0396
 CE0396.The modeled gravity was interpolated from observed gravity values.
 CE0396
 CE0396;                    North         East    Units  Estimated Accuracy
 CE0396;SPC TX C     - 3,251,090.      127,320.      MT  (+/- 180 meters Scaled)
 CE0396
 CE0396                          SUPERSEDED SURVEY CONTROL
 CE0396
 CE0396  NAVD 88 (06/15/91) 1201.567  (m)         3942.14   (f) UNKNOWN     1 1
 CE0396
 CE0396.Superseded values are not recommended for survey control.
 CE0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0396.See file dsdata.txt to determine how the superseded data were derived.
 CE0396
 CE0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR690181(NAD 83)
 CE0396_MARKER: I = METAL ROD
 CE0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0396_SP_SET: STAINLESS STEEL ROD
 CE0396_STAMPING: Y 1383 1981
 CE0396_MARK LOGO: NGS   
 CE0396_PROJECTION: FLUSH
 CE0396_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0396+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CE0396_ROD/PIPE-DEPTH: 11.0 meters
 CE0396
 CE0396  HISTORY     - Date     Condition        Report By
 CE0396  HISTORY     - 1981     MONUMENTED       NGS
 CE0396  HISTORY     - 19921117 GOOD             NGS
 CE0396  HISTORY     - 20030616 GOOD             NGS
 CE0396  HISTORY     - 20050402 GOOD             USPSQD
 CE0396
 CE0396                          STATION DESCRIPTION
 CE0396
 CE0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0396'IN EL PASO.
 CE0396'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0396'IN EL PASO, AT THE JUNCTION OF BEECH STREET AND LOCKHEED DRIVE, 17.1
 CE0396'METERS (56.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE DRIVE, 10.0
 CE0396'METERS (32.7 FT) WEST OF THE CENTER OF THE STREET AND 1.2 METERS
 CE0396'(4.0 FT) SOUTH OF UTILITY POLE NUMBER 5916.  NOTE=ACCESS TO THE
 CE0396'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0396'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 CE0396
 CE0396                          STATION RECOVERY (1992)
 CE0396
 CE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0396'IN EL PASO, AT THE INTERSECTION OF BEECH STREET AND LOCKHEED DRIVE,
 CE0396'27.2 M (89.2 FT) NORTH OF THE NORTH CURB OF U.S. HIGHWAYS 62 AND 180,
 CE0396'17.1 M (56.1 FT) NORTH OF AND LEVEL WITH THE DRIVE CENTER, 10.0 M
 CE0396'(32.8 FT) WEST OF THE STREET CENTER, 1.2 M (3.9 FT) SOUTH OF UTILITY
 CE0396'POLE NUMBER 5916 WITH A GUY CABLE, 0.5 M (1.6 FT) NORTH OF A WITNESS
 CE0396'POST, AND 0.4 M (1.3 FT) EAST OF THE EAST CURB OF A PARKING LOT.
 CE0396'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0396
 CE0396                          STATION RECOVERY (2003)
 CE0396
 CE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0396'RECOVERED IN GOOD CONDITION.
 CE0396
 CE0396                          STATION RECOVERY (2005)
 CE0396
 CE0396'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0765 ***********************************************************************
 CD0765  DESIGNATION -  Y 1384
 CD0765  PID         -  CD0765
 CD0765  STATE/COUNTY-  TX/HUDSPETH
 CD0765  USGS QUAD   -  FORT HANCOCK (1972)
 CD0765
 CD0765                         *CURRENT SURVEY CONTROL
 CD0765  ___________________________________________________________________
 CD0765* NAD 83(1986)-  31 16 15.     (N)    105 49 31.     (W)     SCALED    
 CD0765* NAVD 88     -      1073.161  (meters)    3520.86   (feet)  ADJUSTED  
 CD0765  ___________________________________________________________________
 CD0765  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CD0765  DYNAMIC HT  -        1071.481 (meters)    3515.35  (feet)  COMP
 CD0765  MODELED GRAV-     979,039.3   (mgal)                       NAVD 88
 CD0765
 CD0765  VERT ORDER  -  FIRST     CLASS II
 CD0765
 CD0765.The horizontal coordinates were scaled from a topographic map and have
 CD0765.an estimated accuracy of +/- 6 seconds.
 CD0765
 CD0765.The orthometric height was determined by differential leveling
 CD0765.and adjusted by the National Geodetic Survey in June 1991..
 CD0765
 CD0765.The geoid height was determined by GEOID03.
 CD0765
 CD0765.The dynamic height is computed by dividing the NAVD 88
 CD0765.geopotential number by the normal gravity value computed on the
 CD0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0765.degrees latitude (g = 980.6199 gals.).
 CD0765
 CD0765.The modeled gravity was interpolated from observed gravity values.
 CD0765
 CD0765;                    North         East    Units  Estimated Accuracy
 CD0765;SPC TX C     - 3,190,740.      177,250.      MT  (+/- 180 meters Scaled)
 CD0765
 CD0765                          SUPERSEDED SURVEY CONTROL
 CD0765
 CD0765.No superseded survey control is available for this station.
 CD0765
 CD0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ214599(NAD 83)
 CD0765_MARKER: I = METAL ROD
 CD0765_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0765_SP_SET: STAINLESS STEEL ROD
 CD0765_STAMPING: Y 1384 1981
 CD0765_MARK LOGO: NGS   
 CD0765_PROJECTION: FLUSH
 CD0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0765_ROD/PIPE-DEPTH: 18.3 meters
 CD0765
 CD0765  HISTORY     - Date     Condition        Report By
 CD0765  HISTORY     - 1981     MONUMENTED       NGS
 CD0765
 CD0765                          STATION DESCRIPTION
 CD0765
 CD0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0765'40.9 KM (25.4 MI) SE FROM FABENS.
 CD0765'40.9 KM (25.4 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CD0765'OFFICE IN FABENS, AT A DIRT ROAD LEADING SOUTHWEST TO A FARM, 10.3
 CD0765'METERS (33.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.1
 CD0765'METERS (26.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 6.2 METERS
 CD0765'(20.5 FT) EAST OF THE EAST CORNER OF A WOODEN BRIDGE AND 1.7 METERS
 CD0765'(5.7 FT) SOUTHEAST OF UTILITY POLE NUMBER 509.  NOTE=ACCESS TO THE
 CD0765'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0765'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CD0765'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1586 ***********************************************************************
 AY1586  DESIGNATION -  Y 1387
 AY1586  PID         -  AY1586
 AY1586  STATE/COUNTY-  TX/UVALDE
 AY1586  USGS QUAD   -  HACIENDA (1960)
 AY1586
 AY1586                         *CURRENT SURVEY CONTROL
 AY1586  ___________________________________________________________________
 AY1586* NAD 83(1986)-  29 14 42.     (N)    099 53 10.     (W)     SCALED    
 AY1586* NAVD 88     -       289.897  (meters)     951.10   (feet)  ADJUSTED  
 AY1586  ___________________________________________________________________
 AY1586  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AY1586  DYNAMIC HT  -         289.474 (meters)     949.72  (feet)  COMP
 AY1586  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AY1586
 AY1586  VERT ORDER  -  FIRST     CLASS II
 AY1586
 AY1586.The horizontal coordinates were scaled from a topographic map and have
 AY1586.an estimated accuracy of +/- 6 seconds.
 AY1586
 AY1586.The orthometric height was determined by differential leveling
 AY1586.and adjusted by the National Geodetic Survey in June 1991..
 AY1586
 AY1586.The geoid height was determined by GEOID03.
 AY1586
 AY1586.The dynamic height is computed by dividing the NAVD 88
 AY1586.geopotential number by the normal gravity value computed on the
 AY1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1586.degrees latitude (g = 980.6199 gals.).
 AY1586
 AY1586.The modeled gravity was interpolated from observed gravity values.
 AY1586
 AY1586;                    North         East    Units  Estimated Accuracy
 AY1586;SPC TXSC     - 4,156,780.      513,880.      MT  (+/- 180 meters Scaled)
 AY1586
 AY1586                          SUPERSEDED SURVEY CONTROL
 AY1586
 AY1586.No superseded survey control is available for this station.
 AY1586
 AY1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT138354(NAD 83)
 AY1586_MARKER: I = METAL ROD
 AY1586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1586_SP_SET: STAINLESS STEEL ROD
 AY1586_STAMPING: Y 1387 1982
 AY1586_MARK LOGO: NGS   
 AY1586_PROJECTION: FLUSH
 AY1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1586+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AY1586_ROD/PIPE-DEPTH: 5.5  meters
 AY1586
 AY1586  HISTORY     - Date     Condition        Report By
 AY1586  HISTORY     - 1982     MONUMENTED       NGS
 AY1586  HISTORY     - 20041007 GOOD             USPSQD
 AY1586
 AY1586                          STATION DESCRIPTION
 AY1586
 AY1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1586'5.5 KM (3.4 MI) WEST FROM UVALDE.
 AY1586'5.5 KM (3.4 MI) WESTERLY ALONG STATE ROUTE 2369 FROM THE JUNCTION OF
 AY1586'SPUR 144 AND THE SOUTHERN PACIFIC RAILROAD STATION IN UVALDE, THENCE
 AY1586'3.6 KM (2.25 MI) WEST ALONG A GRAVEL ROAD (RAILROAD SERVICE ROAD), AT
 AY1586'A FENCE AND GRAVEL ROAD LEADING SOUTH, 7.9 METERS (26.0 FT) SOUTH OF A
 AY1586'GRAVEL ROAD, 13.7 METERS (45.0 FT) SOUTH SOUTHEAST OF A POWERLINE
 AY1586'POLE, 7.9 METERS (26.0 FT) EAST OF A GRAVEL DRIVE LEADING SOUTH,
 AY1586'0.43 METERS (1.4 FT) WEST OF A FENCE LINE, 1.0 METER (3.4 FT) SOUTH
 AY1586'SOUTHEAST OF A CORNER FENCE POST, AND 13.1 METERS (43.0 FT) NORTH
 AY1586'NORTHEAST OF CENTER OF AN IRON GATE.
 AY1586'THE MARK IS 0.30 METERS  NNE FROM A WITNESS POST.
 AY1586'THE MARK IS ABOVE LEVEL WITH ROAD.
 AY1586
 AY1586                          STATION RECOVERY (2004)
 AY1586
 AY1586'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0803 ***********************************************************************
 CD0803  DESIGNATION -  Y 1389
 CD0803  PID         -  CD0803
 CD0803  STATE/COUNTY-  TX/HUDSPETH
 CD0803  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0803
 CD0803                         *CURRENT SURVEY CONTROL
 CD0803  ___________________________________________________________________
 CD0803* NAD 83(1986)-  31 07 01.     (N)    105 09 35.     (W)     SCALED    
 CD0803* NAVD 88     -      1349.701  (meters)    4428.14   (feet)  ADJUSTED  
 CD0803  ___________________________________________________________________
 CD0803  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 CD0803  DYNAMIC HT  -        1347.558 (meters)    4421.11  (feet)  COMP
 CD0803  MODELED GRAV-     979,006.0   (mgal)                       NAVD 88
 CD0803
 CD0803  VERT ORDER  -  FIRST     CLASS II
 CD0803
 CD0803.The horizontal coordinates were scaled from a topographic map and have
 CD0803.an estimated accuracy of +/- 6 seconds.
 CD0803
 CD0803.The orthometric height was determined by differential leveling
 CD0803.and adjusted by the National Geodetic Survey in June 1991..
 CD0803
 CD0803.The geoid height was determined by GEOID03.
 CD0803
 CD0803.The dynamic height is computed by dividing the NAVD 88
 CD0803.geopotential number by the normal gravity value computed on the
 CD0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0803.degrees latitude (g = 980.6199 gals.).
 CD0803
 CD0803.The modeled gravity was interpolated from observed gravity values.
 CD0803
 CD0803;                    North         East    Units  Estimated Accuracy
 CD0803;SPC TX C     - 3,170,760.      239,820.      MT  (+/- 180 meters Scaled)
 CD0803
 CD0803                          SUPERSEDED SURVEY CONTROL
 CD0803
 CD0803.No superseded survey control is available for this station.
 CD0803
 CD0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ847425(NAD 83)
 CD0803_MARKER: I = METAL ROD
 CD0803_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0803_SP_SET: STAINLESS STEEL ROD
 CD0803_STAMPING: Y 1389 1981
 CD0803_MARK LOGO: NGS   
 CD0803_PROJECTION: FLUSH
 CD0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0803+STABILITY: POSITION/ELEVATION WELL
 CD0803_ROD/PIPE-DEPTH: 7.3  meters
 CD0803
 CD0803  HISTORY     - Date     Condition        Report By
 CD0803  HISTORY     - 1981     MONUMENTED       NGS
 CD0803
 CD0803                          STATION DESCRIPTION
 CD0803
 CD0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0803'20.1 KM (12.5 MI) SE FROM SIERRA BLANCA.
 CD0803'20.1 KM (12.5 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0803'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.8 KM (0.5 MI)
 CD0803'EAST-SOUTHEAST OF MILEPOST 119, 0.2 KM (0.1 MI) NORTH-NORTHWEST
 CD0803'OF RAILROAD SIGNAL NUMBER 756.0, 29.0 METERS (95.0 FT) SOUTH-SOUTHWEST
 CD0803'OF THE NEAR RAIL AND 9.7 METERS (31.7 FT) NORTH-NORTHEAST OF THE
 CD0803'CENTERLINE OF A FRONTAGE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 CD0803'THROUGH A 5-INCH LOGO CAP.
 CD0803'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 CD0803'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0337 ***********************************************************************
 BQ0337  DESIGNATION -  Y 1390
 BQ0337  PID         -  BQ0337
 BQ0337  STATE/COUNTY-  TX/CULBERSON
 BQ0337  USGS QUAD   -  LOBO (1972)
 BQ0337
 BQ0337                         *CURRENT SURVEY CONTROL
 BQ0337  ___________________________________________________________________
 BQ0337* NAD 83(1986)-  30 49 22.     (N)    104 45 26.     (W)     SCALED    
 BQ0337* NAVD 88     -      1223.958  (meters)    4015.60   (feet)  ADJUSTED  
 BQ0337  ___________________________________________________________________
 BQ0337  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BQ0337  DYNAMIC HT  -        1222.005 (meters)    4009.19  (feet)  COMP
 BQ0337  MODELED GRAV-     979,003.0   (mgal)                       NAVD 88
 BQ0337
 BQ0337  VERT ORDER  -  FIRST     CLASS II
 BQ0337
 BQ0337.The horizontal coordinates were scaled from a topographic map and have
 BQ0337.an estimated accuracy of +/- 6 seconds.
 BQ0337
 BQ0337.The orthometric height was determined by differential leveling
 BQ0337.and adjusted by the National Geodetic Survey in June 1991..
 BQ0337
 BQ0337.The geoid height was determined by GEOID03.
 BQ0337
 BQ0337.The dynamic height is computed by dividing the NAVD 88
 BQ0337.geopotential number by the normal gravity value computed on the
 BQ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0337.degrees latitude (g = 980.6199 gals.).
 BQ0337
 BQ0337.The modeled gravity was interpolated from observed gravity values.
 BQ0337
 BQ0337;                    North         East    Units  Estimated Accuracy
 BQ0337;SPC TX C     - 3,136,580.      276,880.      MT  (+/- 180 meters Scaled)
 BQ0337
 BQ0337                          SUPERSEDED SURVEY CONTROL
 BQ0337
 BQ0337.No superseded survey control is available for this station.
 BQ0337
 BQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ232099(NAD 83)
 BQ0337_MARKER: I = METAL ROD
 BQ0337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0337_SP_SET: STAINLESS STEEL ROD
 BQ0337_STAMPING: Y 1390 1981
 BQ0337_MARK LOGO: NGS   
 BQ0337_PROJECTION: FLUSH
 BQ0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0337_ROD/PIPE-DEPTH: 5.5  meters
 BQ0337
 BQ0337  HISTORY     - Date     Condition        Report By
 BQ0337  HISTORY     - 1981     MONUMENTED       NGS
 BQ0337
 BQ0337                          STATION DESCRIPTION
 BQ0337
 BQ0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0337'24.9 KM (15.45 MI) SE FROM VAN HORN.
 BQ0337'24.9 KM (15.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0337'JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 0.3 KM (0.2 MI)
 BQ0337'SOUTHEAST OF A DRIVEWAY LEADING WEST TO A LARGE METAL BUILDING AND A
 BQ0337'WHITE HOUSE, 18.4 METERS (60.2 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 BQ0337'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BQ0337'CAP.  REFUSAL WAS REACHED AT 18.0 FT.
 BQ0337'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 BQ0337'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0534 ***********************************************************************
 CC0534  DESIGNATION -  Y 1391
 CC0534  PID         -  CC0534
 CC0534  STATE/COUNTY-  TX/REEVES
 CC0534  USGS QUAD   -  RED BLUFF (1968)
 CC0534
 CC0534                         *CURRENT SURVEY CONTROL
 CC0534  ___________________________________________________________________
 CC0534* NAD 83(1986)-  31 56 01.     (N)    103 59 06.     (W)     SCALED    
 CC0534* NAVD 88     -       877.464  (meters)    2878.81   (feet)  ADJUSTED  
 CC0534  ___________________________________________________________________
 CC0534  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CC0534  DYNAMIC HT  -         876.171 (meters)    2874.57  (feet)  COMP
 CC0534  MODELED GRAV-     979,138.4   (mgal)                       NAVD 88
 CC0534
 CC0534  VERT ORDER  -  FIRST     CLASS II
 CC0534
 CC0534.The horizontal coordinates were scaled from a topographic map and have
 CC0534.an estimated accuracy of +/- 6 seconds.
 CC0534
 CC0534.The orthometric height was determined by differential leveling
 CC0534.and adjusted by the National Geodetic Survey in June 1991..
 CC0534
 CC0534.The geoid height was determined by GEOID03.
 CC0534
 CC0534.The dynamic height is computed by dividing the NAVD 88
 CC0534.geopotential number by the normal gravity value computed on the
 CC0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0534.degrees latitude (g = 980.6199 gals.).
 CC0534
 CC0534.The modeled gravity was interpolated from observed gravity values.
 CC0534
 CC0534;                    North         East    Units  Estimated Accuracy
 CC0534;SPC TX C     - 3,256,980.      354,750.      MT  (+/- 180 meters Scaled)
 CC0534
 CC0534                          SUPERSEDED SURVEY CONTROL
 CC0534
 CC0534.No superseded survey control is available for this station.
 CC0534
 CC0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER959335(NAD 83)
 CC0534_MARKER: I = METAL ROD
 CC0534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0534_SP_SET: STAINLESS STEEL ROD
 CC0534_STAMPING: Y 1391 1981
 CC0534_MARK LOGO: NGS   
 CC0534_PROJECTION: FLUSH
 CC0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0534+STABILITY: POSITION/ELEVATION WELL
 CC0534_ROD/PIPE-DEPTH: 7.3  meters
 CC0534
 CC0534  HISTORY     - Date     Condition        Report By
 CC0534  HISTORY     - 1981     MONUMENTED       NGS
 CC0534
 CC0534                          STATION DESCRIPTION
 CC0534
 CC0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0534'14.0 KM (8.7 MI) NW FROM ORLA.
 CC0534'14.0 KM (8.7 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0534'WITH FARM ROAD 652 IN ORLA, 80.5 METERS (264.0 FT) NORTH OF THE
 CC0534'NORTHEAST CORNER OF A 6-CHANNEL CONCRETE CULVERT, 32.9 METERS
 CC0534'(108.0 FT) WEST OF RAILROAD MILE POST 222, 30.1 METERS (98.9 FT)
 CC0534'SOUTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CC0534'RAILROAD, AND 17.3 METERS (56.8 FT) NORTHEAST OF THE CENTERLINE OF
 CC0534'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0534'LOGO CAP.  REFUSAL WAS REACHED AT 24.0 FT.
 CC0534'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CC0534'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0374 ***********************************************************************
 CE0374  DESIGNATION -  Y 1392
 CE0374  PID         -  CE0374
 CE0374  STATE/COUNTY-  TX/EL PASO
 CE0374  USGS QUAD   -  CLINT (1995)
 CE0374
 CE0374                         *CURRENT SURVEY CONTROL
 CE0374  ___________________________________________________________________
 CE0374* NAD 83(1986)-  31 35 55.     (N)    106 14 02.     (W)     SCALED    
 CE0374* NAVD 88     -      1108.887  (meters)    3638.07   (feet)  ADJUSTED  
 CE0374  ___________________________________________________________________
 CE0374  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0374  DYNAMIC HT  -        1107.198 (meters)    3632.53  (feet)  COMP
 CE0374  MODELED GRAV-     979,079.0   (mgal)                       NAVD 88
 CE0374
 CE0374  VERT ORDER  -  FIRST     CLASS II
 CE0374
 CE0374.The horizontal coordinates were scaled from a topographic map and have
 CE0374.an estimated accuracy of +/- 6 seconds.
 CE0374
 CE0374.The orthometric height was determined by differential leveling
 CE0374.and adjusted by the National Geodetic Survey in June 1991..
 CE0374
 CE0374.The geoid height was determined by GEOID03.
 CE0374
 CE0374.The dynamic height is computed by dividing the NAVD 88
 CE0374.geopotential number by the normal gravity value computed on the
 CE0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0374.degrees latitude (g = 980.6199 gals.).
 CE0374
 CE0374.The modeled gravity was interpolated from observed gravity values.
 CE0374
 CE0374;                    North         East    Units  Estimated Accuracy
 CE0374;SPC TX C     - 3,229,020.      140,320.      MT  (+/- 180 meters Scaled)
 CE0374
 CE0374                          SUPERSEDED SURVEY CONTROL
 CE0374
 CE0374.No superseded survey control is available for this station.
 CE0374
 CE0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ829966(NAD 83)
 CE0374_MARKER: I = METAL ROD
 CE0374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0374_SP_SET: STAINLESS STEEL ROD
 CE0374_STAMPING: Y 1392 1981
 CE0374_MARK LOGO: NGS   
 CE0374_PROJECTION: FLUSH
 CE0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0374_ROD/PIPE-DEPTH: 19.5 meters
 CE0374
 CE0374  HISTORY     - Date     Condition        Report By
 CE0374  HISTORY     - 1981     MONUMENTED       NGS
 CE0374
 CE0374                          STATION DESCRIPTION
 CE0374
 CE0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0374'13.9 KM (8.65 MI) NW FROM FABENS.
 CE0374'12.1 KM (7.5 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0374'OFFICE IN FABENS, THENCE 0.6 KM (0.4 MI) NORTHEAST ALONG FARM ROAD
 CE0374'1110, THENCE 1.2 KM (0.75 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CE0374'RAILROAD, 76.2 METERS (250.0 FT) NORTH OF MILEPOST 808, 21.O METERS
 CE0374'(69.0 FT) NORTHEAST OF THE NEAR RAIL, 4.3 METERS (14.1 FT) NORTHEAST
 CE0374'OF THE CENTER OF A DIRT ROAD, 3.9 METERS (12.8 FT) NORTHWEST OF THE
 CE0374'CENTER OF A GATE, 0.9 METER (3.0 FT) WEST-NORTHWEST OF A FENCE
 CE0374'CORNER AND 0.4 METER (1.3 FT) SOUTHWEST OF A FENCE.  NOTE=ACCESS
 CE0374'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0374'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 CE0374'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0773 ***********************************************************************
 CD0773  DESIGNATION -  Y 1393
 CD0773  PID         -  CD0773
 CD0773  STATE/COUNTY-  TX/HUDSPETH
 CD0773  USGS QUAD   -  ESPERANZA (1972)
 CD0773
 CD0773                         *CURRENT SURVEY CONTROL
 CD0773  ___________________________________________________________________
 CD0773* NAD 83(1986)-  31 11 41.     (N)    105 43 59.     (W)     SCALED    
 CD0773* NAVD 88     -      1066.830  (meters)    3500.09   (feet)  ADJUSTED  
 CD0773  ___________________________________________________________________
 CD0773  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CD0773  DYNAMIC HT  -        1065.162 (meters)    3494.62  (feet)  COMP
 CD0773  MODELED GRAV-     979,041.4   (mgal)                       NAVD 88
 CD0773
 CD0773  VERT ORDER  -  FIRST     CLASS II
 CD0773
 CD0773.The horizontal coordinates were scaled from a topographic map and have
 CD0773.an estimated accuracy of +/- 6 seconds.
 CD0773
 CD0773.The orthometric height was determined by differential leveling
 CD0773.and adjusted by the National Geodetic Survey in June 1991..
 CD0773
 CD0773.The geoid height was determined by GEOID03.
 CD0773
 CD0773.The dynamic height is computed by dividing the NAVD 88
 CD0773.geopotential number by the normal gravity value computed on the
 CD0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0773.degrees latitude (g = 980.6199 gals.).
 CD0773
 CD0773.The modeled gravity was interpolated from observed gravity values.
 CD0773
 CD0773;                    North         East    Units  Estimated Accuracy
 CD0773;SPC TX C     - 3,181,880.      185,610.      MT  (+/- 180 meters Scaled)
 CD0773
 CD0773                          SUPERSEDED SURVEY CONTROL
 CD0773
 CD0773.No superseded survey control is available for this station.
 CD0773
 CD0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ301514(NAD 83)
 CD0773_MARKER: I = METAL ROD
 CD0773_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0773_SP_SET: STAINLESS STEEL ROD
 CD0773_STAMPING: Y 1393 1981
 CD0773_MARK LOGO: NGS   
 CD0773_PROJECTION: FLUSH
 CD0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0773+STABILITY: POSITION/ELEVATION WELL
 CD0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD0773+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 CD0773_ROD/PIPE-DEPTH: 12.5 meters
 CD0773
 CD0773  HISTORY     - Date     Condition        Report By
 CD0773  HISTORY     - 1981     MONUMENTED       NGS
 CD0773  HISTORY     - 1990     GOOD             USPSQD
 CD0773  HISTORY     - 20020905 GOOD             JCLS
 CD0773
 CD0773                          STATION DESCRIPTION
 CD0773
 CD0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0773'39.8 KM (24.7 MI) NW FROM SIERRA BLANCA.
 CD0773'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0773'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0773'SOUTH ALONG A GRAVELED ROAD, THENCE 33.3 KM (20.7 MI) NORTHWESTERLY
 CD0773'ALONG INTERSTATE HIGHWAY 10, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST
 CD0773'83, 73.8 METERS (242.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 CD0773'A MULTI-BOX CULVERT AND 33.5 METERS (110.0 FT) SOUTHWEST OF THE
 CD0773'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO
 CD0773'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0773'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CD0773'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 CD0773
 CD0773                          STATION RECOVERY (1990)
 CD0773
 CD0773'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0773'RECOVERED IN GOOD CONDITION.
 CD0773
 CD0773                          STATION RECOVERY (2002)
 CD0773
 CD0773'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CD0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0797 ***********************************************************************
 CD0797  DESIGNATION -  Y 1394
 CD0797  PID         -  CD0797
 CD0797  STATE/COUNTY-  TX/HUDSPETH
 CD0797  USGS QUAD   -  LASCA (1979)
 CD0797
 CD0797                         *CURRENT SURVEY CONTROL
 CD0797  ___________________________________________________________________
 CD0797* NAD 83(1986)-  31 12 01.     (N)    105 26 36.     (W)     SCALED    
 CD0797* NAVD 88     -      1418.558  (meters)    4654.05   (feet)  ADJUSTED  
 CD0797  ___________________________________________________________________
 CD0797  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CD0797  DYNAMIC HT  -        1416.287 (meters)    4646.60  (feet)  COMP
 CD0797  MODELED GRAV-     978,990.0   (mgal)                       NAVD 88
 CD0797
 CD0797  VERT ORDER  -  FIRST     CLASS II
 CD0797
 CD0797.The horizontal coordinates were scaled from a topographic map and have
 CD0797.an estimated accuracy of +/- 6 seconds.
 CD0797
 CD0797.The orthometric height was determined by differential leveling
 CD0797.and adjusted by the National Geodetic Survey in June 1991..
 CD0797
 CD0797.The geoid height was determined by GEOID03.
 CD0797
 CD0797.The dynamic height is computed by dividing the NAVD 88
 CD0797.geopotential number by the normal gravity value computed on the
 CD0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0797.degrees latitude (g = 980.6199 gals.).
 CD0797
 CD0797.The modeled gravity was interpolated from observed gravity values.
 CD0797
 CD0797;                    North         East    Units  Estimated Accuracy
 CD0797;SPC TX C     - 3,181,190.      213,220.      MT  (+/- 180 meters Scaled)
 CD0797
 CD0797                          SUPERSEDED SURVEY CONTROL
 CD0797
 CD0797.No superseded survey control is available for this station.
 CD0797
 CD0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ577518(NAD 83)
 CD0797_MARKER: DB = BENCH MARK DISK
 CD0797_SETTING: 66 = SET IN ROCK OUTCROP
 CD0797_SP_SET: ROCK OUTCROP
 CD0797_STAMPING: Y 1394 1981
 CD0797_MARK LOGO: NGS   
 CD0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0797+STABILITY: POSITION/ELEVATION WELL
 CD0797
 CD0797  HISTORY     - Date     Condition        Report By
 CD0797  HISTORY     - 1981     MONUMENTED       NGS
 CD0797
 CD0797                          STATION DESCRIPTION
 CD0797
 CD0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0797'8.9 KM (5.55 MI) NW FROM SIERRA BLANCA.
 CD0797'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0797'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0797'SOUTH ALONG A GRAVELED ROAD, THENCE 2.5 KM (1.55 MI) NORTHWESTERLY
 CD0797'ALONG INTERSTATE HIGHWAY 10, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST
 CD0797'102, AT THE CENTER OF A HIGHWAY ROCK CUT, IN TOP OF A 2 BY 4 FT
 CD0797'EXPOSED AREA OF OUTCROPPING BEDROCK AND 14.6 METERS (48.0 FT)
 CD0797'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CD0797'HIGHWAY.
 CD0797'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CD0797'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0879 ***********************************************************************
 CD0879  DESIGNATION -  Y 1395
 CD0879  PID         -  CD0879
 CD0879  STATE/COUNTY-  TX/CULBERSON
 CD0879  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0879
 CD0879                         *CURRENT SURVEY CONTROL
 CD0879  ___________________________________________________________________
 CD0879* NAD 83(1986)-  31 04 09.     (N)    104 21 38.     (W)     SCALED    
 CD0879* NAVD 88     -      1340.791  (meters)    4398.91   (feet)  ADJUSTED  
 CD0879  ___________________________________________________________________
 CD0879  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 CD0879  DYNAMIC HT  -        1338.692 (meters)    4392.03  (feet)  COMP
 CD0879  MODELED GRAV-     979,027.8   (mgal)                       NAVD 88
 CD0879
 CD0879  VERT ORDER  -  FIRST     CLASS II
 CD0879
 CD0879.The horizontal coordinates were scaled from a topographic map and have
 CD0879.an estimated accuracy of +/- 6 seconds.
 CD0879
 CD0879.The orthometric height was determined by differential leveling
 CD0879.and adjusted by the National Geodetic Survey in June 1991..
 CD0879
 CD0879.The geoid height was determined by GEOID03.
 CD0879
 CD0879.The dynamic height is computed by dividing the NAVD 88
 CD0879.geopotential number by the normal gravity value computed on the
 CD0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0879.degrees latitude (g = 980.6199 gals.).
 CD0879
 CD0879.The modeled gravity was interpolated from observed gravity values.
 CD0879
 CD0879;                    North         East    Units  Estimated Accuracy
 CD0879;SPC TX C     - 3,162,430.      315,790.      MT  (+/- 180 meters Scaled)
 CD0879
 CD0879                          SUPERSEDED SURVEY CONTROL
 CD0879
 CD0879.No superseded survey control is available for this station.
 CD0879
 CD0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ610374(NAD 83)
 CD0879_MARKER: I = METAL ROD
 CD0879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0879_SP_SET: STAINLESS STEEL ROD
 CD0879_STAMPING: Y 1395 1981
 CD0879_MARK LOGO: NGS   
 CD0879_PROJECTION: FLUSH
 CD0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0879_ROD/PIPE-DEPTH: 3.4  meters
 CD0879
 CD0879  HISTORY     - Date     Condition        Report By
 CD0879  HISTORY     - 1981     MONUMENTED       NGS
 CD0879
 CD0879                          STATION DESCRIPTION
 CD0879
 CD0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0879'13.7 KM (8.5 MI) WEST FROM KENT.
 CD0879'13.7 KM (8.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0879'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.3
 CD0879'KM (0.2 MI) EAST OF MILE POST 168, AND 46.9 METERS (154.0 FT) NORTH
 CD0879'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CD0879'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0879'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0879'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0590 ***********************************************************************
 CC0590  DESIGNATION -  Y 1396
 CC0590  PID         -  CC0590
 CC0590  STATE/COUNTY-  TX/REEVES
 CC0590  USGS QUAD   -  GOZAR (1970)
 CC0590
 CC0590                         *CURRENT SURVEY CONTROL
 CC0590  ___________________________________________________________________
 CC0590* NAD 83(1986)-  31 14 27.     (N)    103 52 38.     (W)     SCALED    
 CC0590* NAVD 88     -       960.801  (meters)    3152.23   (feet)  ADJUSTED  
 CC0590  ___________________________________________________________________
 CC0590  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CC0590  DYNAMIC HT  -         959.377 (meters)    3147.56  (feet)  COMP
 CC0590  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 CC0590
 CC0590  VERT ORDER  -  FIRST     CLASS II
 CC0590
 CC0590.The horizontal coordinates were scaled from a topographic map and have
 CC0590.an estimated accuracy of +/- 6 seconds.
 CC0590
 CC0590.The orthometric height was determined by differential leveling
 CC0590.and adjusted by the National Geodetic Survey in June 1991..
 CC0590
 CC0590.The geoid height was determined by GEOID03.
 CC0590
 CC0590.The dynamic height is computed by dividing the NAVD 88
 CC0590.geopotential number by the normal gravity value computed on the
 CC0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0590.degrees latitude (g = 980.6199 gals.).
 CC0590
 CC0590.The modeled gravity was interpolated from observed gravity values.
 CC0590
 CC0590;                    North         East    Units  Estimated Accuracy
 CC0590;SPC TX C     - 3,179,880.      362,490.      MT  (+/- 180 meters Scaled)
 CC0590
 CC0590                          SUPERSEDED SURVEY CONTROL
 CC0590
 CC0590.No superseded survey control is available for this station.
 CC0590
 CC0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ069568(NAD 83)
 CC0590_MARKER: I = METAL ROD
 CC0590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0590+WITH SETTING: INFORMATION.
 CC0590_SP_SET: SHALLOW SET METAL ROD
 CC0590_STAMPING: Y 1396 1981
 CC0590_MARK LOGO: NGS   
 CC0590_PROJECTION: FLUSH
 CC0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0590+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 CC0590_ROD/PIPE-DEPTH: 2.7  meters
 CC0590
 CC0590  HISTORY     - Date     Condition        Report By
 CC0590  HISTORY     - 1981     MONUMENTED       NGS
 CC0590  HISTORY     - 20030908 POOR             USPSQD
 CC0590  HISTORY     - 20051107 GOOD             USPSQD
 CC0590
 CC0590                          STATION DESCRIPTION
 CC0590
 CC0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0590'11.7 KM (7.25 MI) SW FROM TOYAH.
 CC0590'11.7 KM (7.25 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0590'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 1.0 KM (0.65 MI) SOUTHWEST
 CC0590'OF MILE POST 16, 0.6 KM (0.35 MI) NORTHEAST OF MILE POST 15, AND
 CC0590'15.3 METERS (50.2 FT) SOUTHEAST OF THE CENTERLINE OF A FRONTAGE
 CC0590'ROAD.  NOTE=ROD WAS DRIVEN TO REFUSAL AT 9.0 FT.  ACCESS TO THE
 CC0590'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0590'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 CC0590'THE MARK IS 0.6 M BELOW THE ROAD.
 CC0590
 CC0590                          STATION RECOVERY (2003)
 CC0590
 CC0590'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 CC0590'WITNESS POST AND SIGN IN GOOD CONDITION.LAST TWO NUMBERS OF X1396 ARE
 CC0590'GOUGED OUT BY MOWING MACHINERY, FOUND BY GPS LAT/LONG COORDINATES.
 CC0590
 CC0590                          STATION RECOVERY (2005)
 CC0590
 CC0590'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 CC0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0576 ***********************************************************************
 CC0576  DESIGNATION -  Y 1397
 CC0576  PID         -  CC0576
 CC0576  STATE/COUNTY-  TX/REEVES
 CC0576  USGS QUAD   -  PECOS WEST (1981)
 CC0576
 CC0576                         *CURRENT SURVEY CONTROL
 CC0576  ___________________________________________________________________
 CC0576* NAD 83(1986)-  31 24 37.     (N)    103 31 11.     (W)     SCALED    
 CC0576* NAVD 88     -       793.712  (meters)    2604.04   (feet)  ADJUSTED  
 CC0576  ___________________________________________________________________
 CC0576  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CC0576  DYNAMIC HT  -         792.554 (meters)    2600.24  (feet)  COMP
 CC0576  MODELED GRAV-     979,155.5   (mgal)                       NAVD 88
 CC0576
 CC0576  VERT ORDER  -  FIRST     CLASS II
 CC0576
 CC0576.The horizontal coordinates were scaled from a topographic map and have
 CC0576.an estimated accuracy of +/- 6 seconds.
 CC0576
 CC0576.The orthometric height was determined by differential leveling
 CC0576.and adjusted by the National Geodetic Survey in June 1991..
 CC0576
 CC0576.The geoid height was determined by GEOID03.
 CC0576
 CC0576.The dynamic height is computed by dividing the NAVD 88
 CC0576.geopotential number by the normal gravity value computed on the
 CC0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0576.degrees latitude (g = 980.6199 gals.).
 CC0576
 CC0576.The modeled gravity was interpolated from observed gravity values.
 CC0576
 CC0576;                    North         East    Units  Estimated Accuracy
 CC0576;SPC TX C     - 3,197,630.      397,070.      MT  (+/- 180 meters Scaled)
 CC0576
 CC0576                          SUPERSEDED SURVEY CONTROL
 CC0576
 CC0576.No superseded survey control is available for this station.
 CC0576
 CC0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ407760(NAD 83)
 CC0576_MARKER: I = METAL ROD
 CC0576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0576_SP_SET: STAINLESS STEEL ROD
 CC0576_STAMPING: Y 1397 1981
 CC0576_MARK LOGO: NGS   
 CC0576_PROJECTION: FLUSH
 CC0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0576_ROD/PIPE-DEPTH: 7.3  meters
 CC0576
 CC0576  HISTORY     - Date     Condition        Report By
 CC0576  HISTORY     - 1981     MONUMENTED       NGS
 CC0576  HISTORY     - 1981     GOOD             NGS
 CC0576  HISTORY     - 20050702 GOOD             USPSQD
 CC0576
 CC0576                          STATION DESCRIPTION
 CC0576
 CC0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0576'IN PECOS.
 CC0576'IN PECOS, 1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS
 CC0576'JUNCTION WITH INTERSTATE HIGHWAY 20, 46.0 METERS (151.0 FT) WEST
 CC0576'OF THE CENTERLINE OF THE HIGHWAY, 8.1 METERS (26.6 FT) NORTHWEST
 CC0576'OF THE NEAR RAIL OF THE TEXAS AND PACIFIC RAILROAD, AND 4.9 METERS
 CC0576'(16.0 FT) NORTH OF THE CENTER OF A TRACK ROAD LEADING WEST.
 CC0576'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0576'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 CC0576'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0576
 CC0576                          STATION RECOVERY (1981)
 CC0576
 CC0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0576'DESCRIPTION ON LINE L24561 PART3.
 CC0576
 CC0576                          STATION RECOVERY (2005)
 CC0576
 CC0576'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CC0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0361 ***********************************************************************
 BQ0361  DESIGNATION -  Y 1398
 BQ0361  PID         -  BQ0361
 BQ0361  STATE/COUNTY-  TX/PRESIDIO
 BQ0361  USGS QUAD   -  MARFA (1983)
 BQ0361
 BQ0361                         *CURRENT SURVEY CONTROL
 BQ0361  ___________________________________________________________________
 BQ0361* NAD 83(1986)-  30 19 40.     (N)    104 06 26.     (W)     SCALED    
 BQ0361* NAVD 88     -      1477.540  (meters)    4847.56   (feet)  ADJUSTED  
 BQ0361  ___________________________________________________________________
 BQ0361  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 BQ0361  DYNAMIC HT  -        1475.060 (meters)    4839.43  (feet)  COMP
 BQ0361  MODELED GRAV-     978,911.5   (mgal)                       NAVD 88
 BQ0361
 BQ0361  VERT ORDER  -  FIRST     CLASS II
 BQ0361
 BQ0361.The horizontal coordinates were scaled from a topographic map and have
 BQ0361.an estimated accuracy of +/- 6 seconds.
 BQ0361
 BQ0361.The orthometric height was determined by differential leveling
 BQ0361.and adjusted by the National Geodetic Survey in June 1991..
 BQ0361
 BQ0361.The geoid height was determined by GEOID03.
 BQ0361
 BQ0361.The dynamic height is computed by dividing the NAVD 88
 BQ0361.geopotential number by the normal gravity value computed on the
 BQ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0361.degrees latitude (g = 980.6199 gals.).
 BQ0361
 BQ0361.The modeled gravity was interpolated from observed gravity values.
 BQ0361
 BQ0361;                    North         East    Units  Estimated Accuracy
 BQ0361;SPC TXSC     - 4,287,190.      109,000.      MT  (+/- 180 meters Scaled)
 BQ0361
 BQ0361                          SUPERSEDED SURVEY CONTROL
 BQ0361
 BQ0361.No superseded survey control is available for this station.
 BQ0361
 BQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP858554(NAD 83)
 BQ0361_MARKER: I = METAL ROD
 BQ0361_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0361+WITH SETTING: INFORMATION.
 BQ0361_SP_SET: SHALLOW SET METAL ROD
 BQ0361_STAMPING: Y 1398 1981
 BQ0361_MARK LOGO: NGS   
 BQ0361_PROJECTION: FLUSH
 BQ0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0361_ROD/PIPE-DEPTH: 2.7  meters
 BQ0361
 BQ0361  HISTORY     - Date     Condition        Report By
 BQ0361  HISTORY     - 1981     MONUMENTED       NGS
 BQ0361  HISTORY     - 1989     GOOD             USPSQD
 BQ0361  HISTORY     - 19961009 GOOD             USPSQD
 BQ0361
 BQ0361                          STATION DESCRIPTION
 BQ0361
 BQ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0361'9.1 KM (5.65 MI) NE FROM MARFA.
 BQ0361'9.1 KM (5.65 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0361'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 93.3 METERS (306.0
 BQ0361'FT) SOUTHEAST OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING
 BQ0361'NORTHEAST TO THE HIP O RANCHES, 18.3 METERS (60.1 FT) SOUTHWEST OF THE
 BQ0361'CENTERLINE OF THE HIGHWAY, AND 13.0 METERS (42.6 FT) SOUTHEAST OF A
 BQ0361'CONCRETE RIGHT OF WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS
 BQ0361'THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 9.0 FT.
 BQ0361'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0361'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0361
 BQ0361                          STATION RECOVERY (1989)
 BQ0361
 BQ0361'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0361'RECOVERED IN GOOD CONDITION.
 BQ0361
 BQ0361                          STATION RECOVERY (1996)
 BQ0361
 BQ0361'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0395 ***********************************************************************
 BQ0395  DESIGNATION -  Y 1399
 BQ0395  PID         -  BQ0395
 BQ0395  STATE/COUNTY-  TX/PRESIDIO
 BQ0395  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0395
 BQ0395                         *CURRENT SURVEY CONTROL
 BQ0395  ___________________________________________________________________
 BQ0395* NAD 83(1986)-  30 00 05.     (N)    104 12 42.     (W)     SCALED    
 BQ0395* NAVD 88     -      1550.636  (meters)    5087.38   (feet)  ADJUSTED  
 BQ0395  ___________________________________________________________________
 BQ0395  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BQ0395  DYNAMIC HT  -        1547.993 (meters)    5078.71  (feet)  COMP
 BQ0395  MODELED GRAV-     978,882.9   (mgal)                       NAVD 88
 BQ0395
 BQ0395  VERT ORDER  -  FIRST     CLASS II
 BQ0395
 BQ0395.The horizontal coordinates were scaled from a topographic map and have
 BQ0395.an estimated accuracy of +/- 6 seconds.
 BQ0395
 BQ0395.The orthometric height was determined by differential leveling
 BQ0395.and adjusted by the National Geodetic Survey in June 1991..
 BQ0395
 BQ0395.The geoid height was determined by GEOID03.
 BQ0395
 BQ0395.The dynamic height is computed by dividing the NAVD 88
 BQ0395.geopotential number by the normal gravity value computed on the
 BQ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0395.degrees latitude (g = 980.6199 gals.).
 BQ0395
 BQ0395.The modeled gravity was interpolated from observed gravity values.
 BQ0395
 BQ0395;                    North         East    Units  Estimated Accuracy
 BQ0395;SPC TXSC     - 4,251,480.       97,350.      MT  (+/- 180 meters Scaled)
 BQ0395
 BQ0395                          SUPERSEDED SURVEY CONTROL
 BQ0395
 BQ0395.No superseded survey control is available for this station.
 BQ0395
 BQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP760192(NAD 83)
 BQ0395_MARKER: DB = BENCH MARK DISK
 BQ0395_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0395_SP_SET: ROCK OUTCROP
 BQ0395_STAMPING: Y 1399 1981
 BQ0395_MARK LOGO: NGS   
 BQ0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0395+STABILITY: POSITION/ELEVATION WELL
 BQ0395
 BQ0395  HISTORY     - Date     Condition        Report By
 BQ0395  HISTORY     - 1981     MONUMENTED       NGS
 BQ0395  HISTORY     - 19961010 GOOD             USPSQD
 BQ0395
 BQ0395                          STATION DESCRIPTION
 BQ0395
 BQ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0395'23.3 KM (14.5 MI) NE FROM SHAFTER.
 BQ0395'23.3 KM (14.5 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BQ0395'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, IN TOP OF A 5X5 FOOT
 BQ0395'EXPOSED AREA OF ROCK OUTCROPPING, 10.2 METERS (33.6 FT) EAST OF THE
 BQ0395'CENTERLINE OF THE HIGHWAY, AND 5.6 METERS (18.4 FT) WEST OF A FENCE.
 BQ0395'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 BQ0395'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0395
 BQ0395                          STATION RECOVERY (1996)
 BQ0395
 BQ0395'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0043 ***********************************************************************
 CV0043  DESIGNATION -  Y 14
 CV0043  PID         -  CV0043
 CV0043  STATE/COUNTY-  TX/MIDLAND
 CV0043  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0043
 CV0043                         *CURRENT SURVEY CONTROL
 CV0043  ___________________________________________________________________
 CV0043* NAD 83(1986)-  32 01 09.     (N)    102 01 42.     (W)     SCALED    
 CV0043* NAVD 88     -       840.408  (meters)    2757.24   (feet)  ADJUSTED  
 CV0043  ___________________________________________________________________
 CV0043  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CV0043  DYNAMIC HT  -         839.229 (meters)    2753.37  (feet)  COMP
 CV0043  MODELED GRAV-     979,207.9   (mgal)                       NAVD 88
 CV0043
 CV0043  VERT ORDER  -  FIRST     CLASS II
 CV0043
 CV0043.The horizontal coordinates were scaled from a topographic map and have
 CV0043.an estimated accuracy of +/- 6 seconds.
 CV0043
 CV0043.The orthometric height was determined by differential leveling
 CV0043.and adjusted by the National Geodetic Survey in June 1991..
 CV0043
 CV0043.The geoid height was determined by GEOID03.
 CV0043
 CV0043.The dynamic height is computed by dividing the NAVD 88
 CV0043.geopotential number by the normal gravity value computed on the
 CV0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0043.degrees latitude (g = 980.6199 gals.).
 CV0043
 CV0043.The modeled gravity was interpolated from observed gravity values.
 CV0043
 CV0043;                    North         East    Units  Estimated Accuracy
 CV0043;SPC TX C     - 3,262,020.      539,870.      MT  (+/- 180 meters Scaled)
 CV0043
 CV0043                          SUPERSEDED SURVEY CONTROL
 CV0043
 CV0043.No superseded survey control is available for this station.
 CV0043
 CV0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR806464(NAD 83)
 CV0043_MARKER: P = PIPE CAP
 CV0043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0043_STAMPING: Y 14 ELEV 2756.215 FT
 CV0043_MARK LOGO: CGS   
 CV0043_PROJECTION: PROJECTING 20 CENTIMETERS
 CV0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0043
 CV0043  HISTORY     - Date     Condition        Report By
 CV0043  HISTORY     - UNK      MONUMENTED       CGS
 CV0043  HISTORY     - 1956     GOOD             NGS
 CV0043  HISTORY     - 1982     GOOD             NGS
 CV0043
 CV0043                          STATION DESCRIPTION
 CV0043
 CV0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CV0043'3.2 MI NE FROM MIDLAND.
 CV0043'3.2 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CV0043'STATION AT MIDLAND, 44.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CV0043'MAIN TRACK, 30 FEET NORTHWEST OF THE CENTER LINE OF A GRADED DIRT
 CV0043'ROAD, 89 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, 5
 CV0043'FEET SOUTH OF THE 6TH POLE SOUTHWEST OF MILEPOST 550, 2.4 FEET
 CV0043'SOUTHEAST OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON
 CV0043'PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CV0043
 CV0043                          STATION RECOVERY (1982)
 CV0043
 CV0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0043'4.9 KM (3.05 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CV0043'FROM THE POST OFFICE IN MIDLAND, 0.3 KM (0.2 MI) SOUTHWEST OF A SIDE
 CV0043'ROAD LEADING SOUTHEAST, 13.1 METERS (43.0 FT) SOUTHEAST OF THE NEAR
 CV0043'RAIL AND 10.2 METERS (33.5 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 CV0043'ROAD.
 CV0043'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 CV0043'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0273 ***********************************************************************
 EN0273  DESIGNATION -  Y 140
 EN0273  PID         -  EN0273
 EN0273  STATE/COUNTY-  TX/FLOYD
 EN0273  USGS QUAD   -  WILSON CREEK (1967)
 EN0273
 EN0273                         *CURRENT SURVEY CONTROL
 EN0273  ___________________________________________________________________
 EN0273* NAD 83(1986)-  34 13 07.     (N)    101 12 27.     (W)     SCALED    
 EN0273* NAVD 88     -       914.487  (meters)    3000.28   (feet)  ADJUSTED  
 EN0273  ___________________________________________________________________
 EN0273  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EN0273  DYNAMIC HT  -         913.322 (meters)    2996.46  (feet)  COMP
 EN0273  MODELED GRAV-     979,331.6   (mgal)                       NAVD 88
 EN0273
 EN0273  VERT ORDER  -  FIRST     CLASS II
 EN0273
 EN0273.The horizontal coordinates were scaled from a topographic map and have
 EN0273.an estimated accuracy of +/- 6 seconds.
 EN0273
 EN0273.The orthometric height was determined by differential leveling
 EN0273.and adjusted by the National Geodetic Survey in June 1991..
 EN0273
 EN0273.The geoid height was determined by GEOID03.
 EN0273
 EN0273.The dynamic height is computed by dividing the NAVD 88
 EN0273.geopotential number by the normal gravity value computed on the
 EN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0273.degrees latitude (g = 980.6199 gals.).
 EN0273
 EN0273.The modeled gravity was interpolated from observed gravity values.
 EN0273
 EN0273;                    North         East    Units  Estimated Accuracy
 EN0273;SPC TXNC     - 2,286,220.      350,520.      MT  (+/- 180 meters Scaled)
 EN0273
 EN0273                          SUPERSEDED SURVEY CONTROL
 EN0273
 EN0273  NGVD 29 (??/??/92)  914.108  (m)         2999.04   (f) ADJ UNCH    1 2
 EN0273
 EN0273.Superseded values are not recommended for survey control.
 EN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0273.See file dsdata.txt to determine how the superseded data were derived.
 EN0273
 EN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC966885(NAD 83)
 EN0273_MARKER: DB = BENCH MARK DISK
 EN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0273_STAMPING: 2999.036 Y 140 1933
 EN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0273+STABILITY: SURFACE MOTION
 EN0273
 EN0273  HISTORY     - Date     Condition        Report By
 EN0273  HISTORY     - 1933     MONUMENTED       CGS
 EN0273  HISTORY     - 1958     GOOD             NGS
 EN0273
 EN0273                          STATION DESCRIPTION
 EN0273
 EN0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0273'7.0 MI NE FROM SOUTH PLAINS.
 EN0273'7.0 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0273'THE STATION AT SOUTH PLAINS, FLOYD COUNTY, ABOUT 3-1/4 RAILS WEST OF
 EN0273'THE SIGNBOARD AT JOHN FARRIS, AT STATION 3042+10 (MILEAGE 294.47),
 EN0273'ABOUT 10-1/2 RAILS WEST OF WOODEN TRESTLE P 294.59, 42 FEET WEST OF
 EN0273'THE SOUTHWEST CORNER OF A SECTION HOUSE, 52 FEET NORTH OF THE MAIN
 EN0273'TRACK, AND 46 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 EN0273'STAMPED 2999.036 Y 140 1933 AND SET IN THE TOP OF A CONCRETE POST
 EN0273'PROJECTING ABOT 2 INCHES ABOVE GROUND.  NOTE-- THE SECTION HOUSE IS
 EN0273'GONE, THE MARK IS ACROSS THE RAILROAD FROM A ROUND CONCRETE TELEPHONE
 EN0273'BOOTH, AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0242 ***********************************************************************
 BB0242  DESIGNATION -  Y 1400
 BB0242  PID         -  BB0242
 BB0242  STATE/COUNTY-  TX/PRESIDIO
 BB0242  USGS QUAD   -  LA BOQUILLA (1978)
 BB0242
 BB0242                         *CURRENT SURVEY CONTROL
 BB0242  ___________________________________________________________________
 BB0242* NAD 83(1986)-  29 41 54.     (N)    104 21 33.     (W)     SCALED    
 BB0242* NAVD 88     -       999.443  (meters)    3279.01   (feet)  ADJUSTED  
 BB0242  ___________________________________________________________________
 BB0242  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 BB0242  DYNAMIC HT  -         997.807 (meters)    3273.64  (feet)  COMP
 BB0242  MODELED GRAV-     978,972.6   (mgal)                       NAVD 88
 BB0242
 BB0242  VERT ORDER  -  FIRST     CLASS II
 BB0242
 BB0242.The horizontal coordinates were scaled from a topographic map and have
 BB0242.an estimated accuracy of +/- 6 seconds.
 BB0242
 BB0242.The orthometric height was determined by differential leveling
 BB0242.and adjusted by the National Geodetic Survey in June 1991..
 BB0242
 BB0242.The geoid height was determined by GEOID03.
 BB0242
 BB0242.The dynamic height is computed by dividing the NAVD 88
 BB0242.geopotential number by the normal gravity value computed on the
 BB0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0242.degrees latitude (g = 980.6199 gals.).
 BB0242
 BB0242.The modeled gravity was interpolated from observed gravity values.
 BB0242
 BB0242;                    North         East    Units  Estimated Accuracy
 BB0242;SPC TXSC     - 4,218,570.       81,600.      MT  (+/- 180 meters Scaled)
 BB0242
 BB0242                          SUPERSEDED SURVEY CONTROL
 BB0242
 BB0242.No superseded survey control is available for this station.
 BB0242
 BB0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN619855(NAD 83)
 BB0242_MARKER: I = METAL ROD
 BB0242_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BB0242_SP_SET: STAINLESS STEEL ROD
 BB0242_STAMPING: Y 1400 1981
 BB0242_MARK LOGO: NGS   
 BB0242_PROJECTION: FLUSH
 BB0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0242_ROD/PIPE-DEPTH: 4.6  meters
 BB0242
 BB0242  HISTORY     - Date     Condition        Report By
 BB0242  HISTORY     - 1981     MONUMENTED       NGS
 BB0242  HISTORY     - 19961010 GOOD             USPSQD
 BB0242
 BB0242                          STATION DESCRIPTION
 BB0242
 BB0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0242'15.7 KM (9.75 MI) NORTH FROM PRESIDIO.
 BB0242'15.7 KM (9.75 MI) NORTH ALONG U.S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0242'WITH FARM ROAD 170 IN PRESIDIO, OR, 15.7 KM (9.75 MI) SOUTHWEST
 BB0242'ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST END OF THE BRIDGE OVER
 BB0242'CIBOLO CREEK IN SHAFTER, 15.5 METERS (51.0 FT) EAST-SOUTHEAST OF
 BB0242'THE CENTERLINE OF THE HIGHWAY, AND 9.7 METERS (31.9 FT) SOUTHEAST
 BB0242'OF THE EAST POST OF A SIGN (SHAFTER 9  MARFA 49).  NOTE=ACCESS TO THE
 BB0242'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BB0242'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 BB0242'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BB0242
 BB0242                          STATION RECOVERY (1996)
 BB0242
 BB0242'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0706 ***********************************************************************
 BP0706  DESIGNATION -  Y 1401
 BP0706  PID         -  BP0706
 BP0706  STATE/COUNTY-  TX/BREWSTER
 BP0706  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0706
 BP0706                         *CURRENT SURVEY CONTROL
 BP0706  ___________________________________________________________________
 BP0706* NAD 83(1986)-  30 20 46.     (N)    103 42 19.     (W)     SCALED    
 BP0706* NAVD 88     -      1412.861  (meters)    4635.36   (feet)  ADJUSTED  
 BP0706  ___________________________________________________________________
 BP0706  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 BP0706  DYNAMIC HT  -        1410.555 (meters)    4627.80  (feet)  COMP
 BP0706  MODELED GRAV-     978,959.2   (mgal)                       NAVD 88
 BP0706
 BP0706  VERT ORDER  -  FIRST     CLASS II
 BP0706
 BP0706.The horizontal coordinates were scaled from a topographic map and have
 BP0706.an estimated accuracy of +/- 6 seconds.
 BP0706
 BP0706.The orthometric height was determined by differential leveling
 BP0706.and adjusted by the National Geodetic Survey in June 1991..
 BP0706
 BP0706.The geoid height was determined by GEOID03.
 BP0706
 BP0706.The dynamic height is computed by dividing the NAVD 88
 BP0706.geopotential number by the normal gravity value computed on the
 BP0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0706.degrees latitude (g = 980.6199 gals.).
 BP0706
 BP0706.The modeled gravity was interpolated from observed gravity values.
 BP0706
 BP0706;                    North         East    Units  Estimated Accuracy
 BP0706;SPC TXSC     - 4,287,600.      147,700.      MT  (+/- 180 meters Scaled)
 BP0706
 BP0706                          SUPERSEDED SURVEY CONTROL
 BP0706
 BP0706.No superseded survey control is available for this station.
 BP0706
 BP0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP244578(NAD 83)
 BP0706_MARKER: I = METAL ROD
 BP0706_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0706+WITH SETTING: INFORMATION.
 BP0706_SP_SET: SHALLOW SET METAL ROD
 BP0706_STAMPING: Y 1401 1981
 BP0706_MARK LOGO: NGS   
 BP0706_PROJECTION: FLUSH
 BP0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0706_ROD/PIPE-DEPTH: 1.8  meters
 BP0706
 BP0706  HISTORY     - Date     Condition        Report By
 BP0706  HISTORY     - 1981     MONUMENTED       NGS
 BP0706
 BP0706                          STATION DESCRIPTION
 BP0706
 BP0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0706'4.6 KM (2.85 MI) SW FROM ALPINE.
 BP0706'2.9 KM (1.8 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0706'RAILROAD STATION IN ALPINE, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG
 BP0706'U.S. HIGHWAYS 67 AND 90, 18.0 METERS (59.1 FT) NORTH-NORTHWEST OF THE
 BP0706'CENTERLINE OF THE HIGHWAY AND 1.9 METERS (6.2 FT) EAST OF A UTILITY
 BP0706'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0706'THE MARK IS 0.3 METERS  SSE FROM  A FENCE AND WITNESS POST
 BP0706'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0730 ***********************************************************************
 BP0730  DESIGNATION -  Y 1402
 BP0730  PID         -  BP0730
 BP0730  STATE/COUNTY-  TX/BREWSTER
 BP0730  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0730
 BP0730                         *CURRENT SURVEY CONTROL
 BP0730  ___________________________________________________________________
 BP0730* NAD 83(1986)-  30 12 34.     (N)    103 15 40.     (W)     SCALED    
 BP0730* NAVD 88     -      1233.522  (meters)    4046.98   (feet)  ADJUSTED  
 BP0730  ___________________________________________________________________
 BP0730  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BP0730  DYNAMIC HT  -        1231.511 (meters)    4040.38  (feet)  COMP
 BP0730  MODELED GRAV-     978,968.9   (mgal)                       NAVD 88
 BP0730
 BP0730  VERT ORDER  -  FIRST     CLASS II
 BP0730
 BP0730.The horizontal coordinates were scaled from a topographic map and have
 BP0730.an estimated accuracy of +/- 6 seconds.
 BP0730
 BP0730.The orthometric height was determined by differential leveling
 BP0730.and adjusted by the National Geodetic Survey in June 1991..
 BP0730
 BP0730.The geoid height was determined by GEOID03.
 BP0730
 BP0730.The dynamic height is computed by dividing the NAVD 88
 BP0730.geopotential number by the normal gravity value computed on the
 BP0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0730.degrees latitude (g = 980.6199 gals.).
 BP0730
 BP0730.The modeled gravity was interpolated from observed gravity values.
 BP0730
 BP0730;                    North         East    Units  Estimated Accuracy
 BP0730;SPC TXSC     - 4,270,820.      189,830.      MT  (+/- 180 meters Scaled)
 BP0730
 BP0730                          SUPERSEDED SURVEY CONTROL
 BP0730
 BP0730.No superseded survey control is available for this station.
 BP0730
 BP0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP673432(NAD 83)
 BP0730_MARKER: I = METAL ROD
 BP0730_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0730+WITH SETTING: INFORMATION.
 BP0730_SP_SET: SHALLOW SET METAL ROD
 BP0730_STAMPING: Y 1402 1981
 BP0730_MARK LOGO: NGS   
 BP0730_PROJECTION: FLUSH
 BP0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0730_ROD/PIPE-DEPTH: 1.2  meters
 BP0730
 BP0730  HISTORY     - Date     Condition        Report By
 BP0730  HISTORY     - 1981     MONUMENTED       NGS
 BP0730
 BP0730                          STATION DESCRIPTION
 BP0730
 BP0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0730'1.5 KM (0.95 MI) WEST FROM MARATHON.
 BP0730'1.5 KM (0.95 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0730'IN MARATHON, 22.4 METERS (73.5 FT) SOUTH OF THE CENTERLINE OF THE
 BP0730'HIGHWAY, 14.6 METERS (47.9 FT) NORTH OF THE NEAR RAIL OF THE SOUTHERN
 BP0730'PACIFIC RAILROAD AND 1.7 METERS (5.6 FT) EAST OF A UTILITY POLE.
 BP0730'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0730'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BP0730'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0589 ***********************************************************************
 BP0589  SACS        -  This is a Secondary Airport Control Station.
 BP0589  DESIGNATION -  Y 1403
 BP0589  PID         -  BP0589
 BP0589  STATE/COUNTY-  TX/PECOS
 BP0589  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0589
 BP0589                         *CURRENT SURVEY CONTROL
 BP0589  ___________________________________________________________________
 BP0589* NAD 83(1993)-  30 54 32.90395(N)    102 55 19.64101(W)     ADJUSTED  
 BP0589* NAVD 88     -       926.298  (meters)    3039.03   (feet)  ADJUSTED  
 BP0589  ___________________________________________________________________
 BP0589  X           -  -1,225,013.954 (meters)                     COMP
 BP0589  Y           -  -5,339,217.704 (meters)                     COMP
 BP0589  Z           -   3,257,718.449 (meters)                     COMP
 BP0589  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BP0589  ELLIP HEIGHT-         902.79  (meters)          (10/24/00) GPS OBS
 BP0589  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BP0589  DYNAMIC HT  -         924.896 (meters)    3034.43  (feet)  COMP
 BP0589  MODELED GRAV-     979,095.8   (mgal)                       NAVD 88
 BP0589
 BP0589  HORZ ORDER  -  B
 BP0589  VERT ORDER  -  FIRST     CLASS II
 BP0589  ELLP ORDER  -  FOURTH    CLASS II
 BP0589
 BP0589.This mark is at Fort Stockton-Pecos Co (FST) Airport (FST)
 BP0589
 BP0589.The horizontal coordinates were established by GPS observations
 BP0589.and adjusted by the National Geodetic Survey in September 1996..
 BP0589
 BP0589.The orthometric height was determined by differential leveling
 BP0589.and adjusted by the National Geodetic Survey in June 1991..
 BP0589
 BP0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0589
 BP0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0589
 BP0589.The ellipsoidal height was determined by GPS observations
 BP0589.and is referenced to NAD 83.
 BP0589
 BP0589.The geoid height was determined by GEOID03.
 BP0589
 BP0589.The dynamic height is computed by dividing the NAVD 88
 BP0589.geopotential number by the normal gravity value computed on the
 BP0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0589.degrees latitude (g = 980.6199 gals.).
 BP0589
 BP0589.The modeled gravity was interpolated from observed gravity values.
 BP0589
 BP0589;                    North         East     Units Scale Factor Converg.
 BP0589;SPC TX C     - 3,140,613.380   452,576.770   MT  0.99988303   -1 20 00.2
 BP0589;SPC TX C     -10,303,829.06  1,484,828.95   sFT  0.99988303   -1 20 00.2
 BP0589;UTM  13      - 3,421,382.564   698,575.323   MT  1.00008643   +1 04 03.8
 BP0589
 BP0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0589!SPC TX C     -   0.99985825  x   0.99988303  =   0.99974130
 BP0589!UTM  13      -   0.99985825  x   1.00008643  =   0.99994467
 BP0589
 BP0589                          SUPERSEDED SURVEY CONTROL
 BP0589
 BP0589  ELLIP H (07/03/97)  902.42   (m)                       GP(       ) 4 2
 BP0589  ELLIP H (09/09/96)  902.83   (m)                       GP(       ) 1 2
 BP0589  NAVD 88 (09/09/96)  926.30   (m)         3039.0    (f) LEVELING    3  
 BP0589
 BP0589.Superseded values are not recommended for survey control.
 BP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0589.See file dsdata.txt to determine how the superseded data were derived.
 BP0589
 BP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ9857521383(NAD 83)
 BP0589_MARKER: I = METAL ROD
 BP0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0589_SP_SET: STAINLESS STEEL ROD
 BP0589_STAMPING: Y 1403 1981
 BP0589_MARK LOGO: NGS   
 BP0589_PROJECTION: FLUSH
 BP0589_MAGNETIC: I = MARKER IS A STEEL ROD
 BP0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0589+STABILITY: POSITION/ELEVATION WELL
 BP0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0589+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 BP0589_ROD/PIPE-DEPTH: 4.6  meters
 BP0589
 BP0589  HISTORY     - Date     Condition        Report By
 BP0589  HISTORY     - 1981     MONUMENTED       NGS
 BP0589  HISTORY     - 1981     GOOD             NGS
 BP0589  HISTORY     - 1981     GOOD             NGS
 BP0589  HISTORY     - 19950509 GOOD             NGS
 BP0589  HISTORY     - 19950705 GOOD             NGS
 BP0589  HISTORY     - 19961005 GOOD             USPSQD
 BP0589  HISTORY     - 20030827 GOOD             USPSQD
 BP0589
 BP0589                          STATION DESCRIPTION
 BP0589
 BP0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0589'4.2 KM (2.7 MI) NW FROM FORT STOCKTON.
 BP0589'1.1 KM (0.75 MI) WEST ALONG U. S. HIGHWAYS 290, 285 AND 67 FROM ITS
 BP0589'JUNCTION WITH STATE HIGHWAY 18 IN FORT STOCKTON, THENCE 3.1 KM
 BP0589'(1.95 MI) NORTHWEST ALONG U. S. HIGHWAY 285, AT A GRAVELED ROAD
 BP0589'LEADING NORTH TO THE PECOS COUNTY MOTO-CROSS TRACK, 19.4 METERS
 BP0589'(63.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.3 METERS
 BP0589'(43.6 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 0.7 METERS
 BP0589'(2.3 FT) SOUTHWEST OF A FENCE.
 BP0589'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BP0589'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0589
 BP0589                          STATION RECOVERY (1981)
 BP0589
 BP0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0589'RECOVERED IN GOOD CONDITION.
 BP0589
 BP0589                          STATION RECOVERY (1981)
 BP0589
 BP0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0589'RECOVERED IN GOOD CONDITION.
 BP0589
 BP0589                          STATION RECOVERY (1995)
 BP0589
 BP0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BP0589'THE STATION IS LOCATED ABOUT 3.8 KM (2.35 MI) NORTHWEST OF FORT
 BP0589'STOCKTON, ALONG U.S.  HIGHWAY 285, SOUTHEAST OF THE ENTRANCE TO THE
 BP0589'PECOS COUNTY GRAVEL AND FILL DIRT STOCK PILES.  (26 M SOUTHEAST OF THE
 BP0589'EXTENDED CENTER OF RUNWAY 3-12) OWNERSHIP--TEXAS HIGHWAY DEPARTMENT.
 BP0589'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BP0589'U.S.  HIGHWAY 285 (EXIT 257) IN FORT STOCKTON, GO NORTHWEST ON HIGHWAY
 BP0589'285 FOR 1.49 KM (0.90 MI) TO THE STATION ON THE RIGHT.  THE STATION IS
 BP0589'19.4 M (63.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 13.3 M (43.6 FT)
 BP0589'SOUTHEAST OF THE CENTER OF ENTRANCE GATE, 0.7 M (2.3 FT) SOUTHWEST OF
 BP0589'A FENCE, 0.4 M (1.3 FT) SOUTHEAST OF A METAL WITNESS POST, AND 0.3 M
 BP0589'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 BP0589'POINT IS THROUGH A 5-INCH LOGO CAP.  BY DEB.
 BP0589
 BP0589                          STATION RECOVERY (1995)
 BP0589
 BP0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WCW)
 BP0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WCW) .  RECOVERED AS
 BP0589'DESCRIBED WITH CHANGE.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 BP0589'(SACS) .
 BP0589
 BP0589                          STATION RECOVERY (1996)
 BP0589
 BP0589'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0589'RECOVERED IN GOOD CONDITION.
 BP0589
 BP0589                          STATION RECOVERY (2003)
 BP0589
 BP0589'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0589'WITNESS POST AND SIGN MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1319 ***********************************************************************
 AE1319  DESIGNATION -  Y 1404
 AE1319  PID         -  AE1319
 AE1319  STATE/COUNTY-  TX/ZAPATA
 AE1319  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1319
 AE1319                         *CURRENT SURVEY CONTROL
 AE1319  ___________________________________________________________________
 AE1319* NAD 83(1986)-  26 46 52.     (N)    099 07 34.     (W)     SCALED    
 AE1319* NAVD 88     -       119.130  (meters)     390.85   (feet)  ADJUSTED  
 AE1319  ___________________________________________________________________
 AE1319  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AE1319  DYNAMIC HT  -         118.937 (meters)     390.21  (feet)  COMP
 AE1319  MODELED GRAV-     979,027.1   (mgal)                       NAVD 88
 AE1319
 AE1319  VERT ORDER  -  FIRST     CLASS II
 AE1319
 AE1319.The horizontal coordinates were scaled from a topographic map and have
 AE1319.an estimated accuracy of +/- 6 seconds.
 AE1319
 AE1319.The orthometric height was determined by differential leveling
 AE1319.and adjusted by the National Geodetic Survey in June 1991..
 AE1319
 AE1319.The geoid height was determined by GEOID03.
 AE1319
 AE1319.The dynamic height is computed by dividing the NAVD 88
 AE1319.geopotential number by the normal gravity value computed on the
 AE1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1319.degrees latitude (g = 980.6199 gals.).
 AE1319
 AE1319.The modeled gravity was interpolated from observed gravity values.
 AE1319
 AE1319;                    North         East    Units  Estimated Accuracy
 AE1319;SPC TX S     - 5,123,630.      237,740.      MT  (+/- 180 meters Scaled)
 AE1319
 AE1319                          SUPERSEDED SURVEY CONTROL
 AE1319
 AE1319.No superseded survey control is available for this station.
 AE1319
 AE1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ874621(NAD 83)
 AE1319_MARKER: I = METAL ROD
 AE1319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1319_SP_SET: STAINLESS STEEL ROD
 AE1319_STAMPING: Y 1404 1981
 AE1319_MARK LOGO: NGS   
 AE1319_PROJECTION: RECESSED 3 CENTIMETERS
 AE1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1319_ROD/PIPE-DEPTH: 3.0  meters
 AE1319
 AE1319  HISTORY     - Date     Condition        Report By
 AE1319  HISTORY     - 1981     MONUMENTED       NGS
 AE1319
 AE1319                          STATION DESCRIPTION
 AE1319
 AE1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1319'8.0 KM (4.95 MI) NORTH FROM LOPENO.
 AE1319'8.0 KM (4.95 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE, IN
 AE1319'LOPENO, NEAR THE JUNCTION OF FARM ROAD 2687, 17.8 METERS (58.4 FT)
 AE1319'NORTHEAST OF CENTER OF HIGHWAY, 60.4 METERS (198.0 FT) NORTHWEST OF
 AE1319'CENTER OF FARM ROAD, 0.30 METERS (1.0 FT) SOUTHWEST OF A FENCE,
 AE1319'13.4 METERS (44.0 FT) NORTHWEST OF A CORNER FENCE POST, AND
 AE1319'0.91 METERS (3.0 FT) SOUTHEAST OF A POWERLINE POLE WITH TRANSFORMER.
 AE1319'NOTE, ROD DRIVEN TO REFUSAL AND CLEARED.
 AE1319'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AE1319'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1062 ***********************************************************************
 AJ1062  DESIGNATION -  Y 1405
 AJ1062  PID         -  AJ1062
 AJ1062  STATE/COUNTY-  TX/ZAPATA
 AJ1062  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1062
 AJ1062                         *CURRENT SURVEY CONTROL
 AJ1062  ___________________________________________________________________
 AJ1062* NAD 83(1986)-  27 00 43.     (N)    099 23 30.     (W)     SCALED    
 AJ1062* NAVD 88     -       100.206  (meters)     328.76   (feet)  ADJUSTED  
 AJ1062  ___________________________________________________________________
 AJ1062  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AJ1062  DYNAMIC HT  -         100.045 (meters)     328.23  (feet)  COMP
 AJ1062  MODELED GRAV-     979,041.6   (mgal)                       NAVD 88
 AJ1062
 AJ1062  VERT ORDER  -  FIRST     CLASS II
 AJ1062
 AJ1062.The horizontal coordinates were scaled from a topographic map and have
 AJ1062.an estimated accuracy of +/- 6 seconds.
 AJ1062
 AJ1062.The orthometric height was determined by differential leveling
 AJ1062.and adjusted by the National Geodetic Survey in June 1991..
 AJ1062
 AJ1062.The geoid height was determined by GEOID03.
 AJ1062
 AJ1062.The dynamic height is computed by dividing the NAVD 88
 AJ1062.geopotential number by the normal gravity value computed on the
 AJ1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1062.degrees latitude (g = 980.6199 gals.).
 AJ1062
 AJ1062.The modeled gravity was interpolated from observed gravity values.
 AJ1062
 AJ1062;                    North         East    Units  Estimated Accuracy
 AJ1062;SPC TX S     - 5,149,360.      211,520.      MT  (+/- 180 meters Scaled)
 AJ1062
 AJ1062                          SUPERSEDED SURVEY CONTROL
 AJ1062
 AJ1062.No superseded survey control is available for this station.
 AJ1062
 AJ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ611878(NAD 83)
 AJ1062_MARKER: DB = BENCH MARK DISK
 AJ1062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ1062_SP_SET: HEADWALL
 AJ1062_STAMPING: Y 1405 1981
 AJ1062_MARK LOGO: NGS   
 AJ1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1062
 AJ1062  HISTORY     - Date     Condition        Report By
 AJ1062  HISTORY     - 1981     MONUMENTED       NGS
 AJ1062
 AJ1062                          STATION DESCRIPTION
 AJ1062
 AJ1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1062'5.8 KM (3.6 MI) SE FROM SAN YGNACIO.
 AJ1062'5.8 KM (3.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1062'FARM ROAD 3169 AT SAN YGNACIO, SET IN THE TOP OF THE NORTHEAST
 AJ1062'HEADWALL OF A LARGE BOX CONCRETE CULVERT UNDER THE HIGHWAY, AT THE
 AJ1062'ARROYO ZACATOSO CREEK, 7.3 METERS (24.0 FT) NORTHEAST OF THE
 AJ1062'CENTERLINE OF THE HIGHWAY, AND 0.5 METER (1.5 FT) NORTHWEST OF THE
 AJ1062'SOUTHEAST END OF THE HEADWALL.
 AJ1062'THE MARK IS 0.31 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1106 ***********************************************************************
 AJ1106  DESIGNATION -  Y 1406
 AJ1106  PID         -  AJ1106
 AJ1106  STATE/COUNTY-  TX/WEBB
 AJ1106  USGS QUAD   -  ORVIL (1980)
 AJ1106
 AJ1106                         *CURRENT SURVEY CONTROL
 AJ1106  ___________________________________________________________________
 AJ1106* NAD 83(1986)-  27 41 05.     (N)    099 27 44.     (W)     SCALED    
 AJ1106* NAVD 88     -       201.120  (meters)     659.84   (feet)  ADJUSTED  
 AJ1106  ___________________________________________________________________
 AJ1106  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AJ1106  DYNAMIC HT  -         200.804 (meters)     658.80  (feet)  COMP
 AJ1106  MODELED GRAV-     979,070.8   (mgal)                       NAVD 88
 AJ1106
 AJ1106  VERT ORDER  -  FIRST     CLASS II
 AJ1106
 AJ1106.The horizontal coordinates were scaled from a topographic map and have
 AJ1106.an estimated accuracy of +/- 6 seconds.
 AJ1106
 AJ1106.The orthometric height was determined by differential leveling
 AJ1106.and adjusted by the National Geodetic Survey in June 1991..
 AJ1106
 AJ1106.The geoid height was determined by GEOID03.
 AJ1106
 AJ1106.The dynamic height is computed by dividing the NAVD 88
 AJ1106.geopotential number by the normal gravity value computed on the
 AJ1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1106.degrees latitude (g = 980.6199 gals.).
 AJ1106
 AJ1106.The modeled gravity was interpolated from observed gravity values.
 AJ1106
 AJ1106;                    North         East    Units  Estimated Accuracy
 AJ1106;SPC TX S     - 5,223,950.      205,080.      MT  (+/- 180 meters Scaled)
 AJ1106
 AJ1106                          SUPERSEDED SURVEY CONTROL
 AJ1106
 AJ1106.No superseded survey control is available for this station.
 AJ1106
 AJ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR544623(NAD 83)
 AJ1106_MARKER: I = METAL ROD
 AJ1106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1106_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1106_STAMPING: Y 1406 1982
 AJ1106_MARK LOGO: NGS   
 AJ1106_PROJECTION: FLUSH
 AJ1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1106+STABILITY: POSITION/ELEVATION WELL
 AJ1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1106+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1106_ROD/PIPE-DEPTH: 10.5 meters
 AJ1106_SLEEVE-DEPTH  : 9.1 meters
 AJ1106
 AJ1106  HISTORY     - Date     Condition        Report By
 AJ1106  HISTORY     - 1982     MONUMENTED       NGS
 AJ1106  HISTORY     - 20020409 GOOD             USPSQD
 AJ1106
 AJ1106                          STATION DESCRIPTION
 AJ1106
 AJ1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1106'8.7 KM (5.4 MI) SOUTH FROM WEBB.
 AJ1106'8.7 KM (5.4 MI) SOUTH ALONG INTERSTATE HIGHWAY 35 EAST FRONTAGE ROAD
 AJ1106'FROM THE JUNCTON OF U.S. HIGHWAY 83 NEAR WEBB, SET AT THE ENTRANCE TO
 AJ1106'THE UNIROYAL PROVING GROUNDS TEST SITE, 12.8 M(42.0 FT) SOUTHEAST OF
 AJ1106'THE SOUTHEAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 23.7 METERS
 AJ1106'(78.0 FT) SOUTHWEST OF THE FLAG POLE AT THE ENTRANCE TO THE PROVING
 AJ1106'GROUNDS, 19.0 METERS (65.5 FT) SOUTH SOUTHWEST OF THE CENTER OF THE
 AJ1106'ASPHALT ROAD LEADING TO THE PROVING GROUNDS, 5.7 METERS (19.0 FT)
 AJ1106'NORTHWEST OF A POWER POLE WITH METER.  9.6 METERS (31.5 FT) SOUTHEAST
 AJ1106'OF THE SOUTHEAST FACE OF A RAILROAD JUNCTION BOX.  1.3 METERS (4.5 FT)
 AJ1106'SOUTHWEST OF THE SOUTH SOUTHWEST END OF A CHAIN LINK FENCE, 0.9 METER
 AJ1106'(3.0 FT) NORTHWEST OF THE MOST SOUTHERLY ONE OF TWO IRON PIPES AT
 AJ1106'FENCE JUNCTION, AND 0.6 METER (2.0 FT) WEST NORTHWEST OF THE FENCE.
 AJ1106'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
 AJ1106
 AJ1106                          STATION RECOVERY (2002)
 AJ1106
 AJ1106'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1280 ***********************************************************************
 AB1280  DESIGNATION -  Y 1407
 AB1280  PID         -  AB1280
 AB1280  STATE/COUNTY-  TX/WILLACY
 AB1280  USGS QUAD   -  YTURRIA (1982)
 AB1280
 AB1280                         *CURRENT SURVEY CONTROL
 AB1280  ___________________________________________________________________
 AB1280* NAD 83(1986)-  26 34 05.     (N)    097 46 15.     (W)     SCALED    
 AB1280* NAVD 88     -        12.089  (meters)      39.66   (feet)  ADJUSTED  
 AB1280  ___________________________________________________________________
 AB1280  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AB1280  DYNAMIC HT  -          12.070 (meters)      39.60  (feet)  COMP
 AB1280  MODELED GRAV-     979,053.6   (mgal)                       NAVD 88
 AB1280
 AB1280  VERT ORDER  -  FIRST     CLASS II
 AB1280
 AB1280.The horizontal coordinates were scaled from a topographic map and have
 AB1280.an estimated accuracy of +/- 6 seconds.
 AB1280
 AB1280.The orthometric height was determined by differential leveling
 AB1280.and adjusted by the National Geodetic Survey in June 1991..
 AB1280
 AB1280.The geoid height was determined by GEOID03.
 AB1280
 AB1280.The dynamic height is computed by dividing the NAVD 88
 AB1280.geopotential number by the normal gravity value computed on the
 AB1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1280.degrees latitude (g = 980.6199 gals.).
 AB1280
 AB1280.The modeled gravity was interpolated from observed gravity values.
 AB1280
 AB1280;                    North         East    Units  Estimated Accuracy
 AB1280;SPC TX S     - 5,100,080.      372,640.      MT  (+/- 180 meters Scaled)
 AB1280
 AB1280                          SUPERSEDED SURVEY CONTROL
 AB1280
 AB1280.No superseded survey control is available for this station.
 AB1280
 AB1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ224391(NAD 83)
 AB1280_MARKER: I = METAL ROD
 AB1280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1280_SP_SET: STAINLESS STEEL ROD
 AB1280_STAMPING: Y 1407 1981
 AB1280_MARK LOGO: NGS   
 AB1280_PROJECTION: RECESSED 3 CENTIMETERS
 AB1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1280+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1280_ROD/PIPE-DEPTH: 8.5  meters
 AB1280
 AB1280  HISTORY     - Date     Condition        Report By
 AB1280  HISTORY     - 1981     MONUMENTED       NGS
 AB1280  HISTORY     - 20040204 GOOD             USPSQD
 AB1280
 AB1280                          STATION DESCRIPTION
 AB1280
 AB1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1280'9.9 KM (6.2 MI) NORTH FROM RAYMONDVILLE.
 AB1280'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1280'OF STATE HIGHWAY 186 IN RAYMONDVILLE , THENCE 4.8 KM (3.0 MI) NORTH
 AB1280'ALONG U.S. HIGHWAY 77 AT A CROSSOVER TO A ROAD LEADING WEST TO A
 AB1280'PRIVATE RANCH ENTRANCE ABOUT 94.4 METERS (310.0 FT) WEST OF THE
 AB1280'MISSOURI PACIFIC RAILROAD, 13.7 METERS (45.0 FT) WEST OF THE
 AB1280'CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 77, 14.6 METERS (48.0 FT)
 AB1280'EAST OF THE EAST RAIL OF THE TRACKS, 0.9 METER (3.0 FT) SOUTH OF A
 AB1280'POWERLINE POLE WITH A GUY CABLE TO THE NORTH.
 AB1280'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AB1280'THE MARK IS ABOVE LEVEL WITH HIGHWAY 77.
 AB1280
 AB1280                          STATION RECOVERY (2004)
 AB1280
 AB1280'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1182 ***********************************************************************
 AB1182  DESIGNATION -  Y 1408
 AB1182  PID         -  AB1182
 AB1182  STATE/COUNTY-  TX/CAMERON
 AB1182  USGS QUAD   -  HARLINGEN (1983)
 AB1182
 AB1182                         *CURRENT SURVEY CONTROL
 AB1182  ___________________________________________________________________
 AB1182* NAD 83(1986)-  26 10 47.     (N)    097 40 49.     (W)     SCALED    
 AB1182* NAVD 88     -        12.048  (meters)      39.53   (feet)  ADJUSTED  
 AB1182  ___________________________________________________________________
 AB1182  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AB1182  DYNAMIC HT  -          12.028 (meters)      39.46  (feet)  COMP
 AB1182  MODELED GRAV-     979,034.3   (mgal)                       NAVD 88
 AB1182
 AB1182  VERT ORDER  -  FIRST     CLASS II
 AB1182
 AB1182.The horizontal coordinates were scaled from a topographic map and have
 AB1182.an estimated accuracy of +/- 6 seconds.
 AB1182
 AB1182.The orthometric height was determined by differential leveling
 AB1182.and adjusted by the National Geodetic Survey in June 1991..
 AB1182
 AB1182.The geoid height was determined by GEOID03.
 AB1182
 AB1182.The dynamic height is computed by dividing the NAVD 88
 AB1182.geopotential number by the normal gravity value computed on the
 AB1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1182.degrees latitude (g = 980.6199 gals.).
 AB1182
 AB1182.The modeled gravity was interpolated from observed gravity values.
 AB1182
 AB1182;                    North         East    Units  Estimated Accuracy
 AB1182;SPC TX S     - 5,057,110.      381,940.      MT  (+/- 180 meters Scaled)
 AB1182
 AB1182                          SUPERSEDED SURVEY CONTROL
 AB1182
 AB1182.No superseded survey control is available for this station.
 AB1182
 AB1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP318962(NAD 83)
 AB1182_MARKER: I = METAL ROD
 AB1182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1182_SP_SET: STAINLESS STEEL ROD
 AB1182_STAMPING: Y 1408 1981
 AB1182_MARK LOGO: NGS   
 AB1182_PROJECTION: FLUSH
 AB1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1182+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004
 AB1182_ROD/PIPE-DEPTH: 9.7  meters
 AB1182
 AB1182  HISTORY     - Date     Condition        Report By
 AB1182  HISTORY     - 1981     MONUMENTED       NGS
 AB1182  HISTORY     - 19910416 GOOD             USPSQD
 AB1182  HISTORY     - 19930212 GOOD             USPSQD
 AB1182  HISTORY     - 20040120 GOOD             GEOCAC
 AB1182
 AB1182                          STATION DESCRIPTION
 AB1182
 AB1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1182'1.8 KM (1.15 MI) SE FROM HARLINGEN.
 AB1182'1.8 KM (1.15 MI) SOUTHEAST ALONG COMMERCE STREET FROM THE CITY HALL
 AB1182'AND TYLER AVENUE IN HARLINGEN, AT THE JUNCTION OF U.S. BUSINESS 77
 AB1182'NORTH AND SOUTH, SET IN THE CENTER OF THE MEDIAN, 17.3 METERS
 AB1182'(57.0 FT) NORTH NORTHEAST OF THE CENTER OF THE STREET, 26.5 METERS
 AB1182'(87.5 FT) EAST SOUTHEAST OF THE WEST NORTHWEST END OF THE MEDIAN,
 AB1182'21.0 METERS (69.0 FT) WEST OF A TRAFFIC CONTROL BOX, 0.9 METER
 AB1182'(3.0 FT) WEST OF A POWERLINE POLE WITH A TRANSFORMER AND A DOUBLE GUY
 AB1182'WIRE, AND 4.7 METERS (15.5 FT) SOUTHWEST OF A GUY CABLE ANCHOR.
 AB1182'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AB1182'THE MARK IS ABOVE LEVEL WITH COMMERCE STREET.
 AB1182
 AB1182                          STATION RECOVERY (1991)
 AB1182
 AB1182'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1182'RECOVERED IN GOOD CONDITION.
 AB1182
 AB1182                          STATION RECOVERY (1993)
 AB1182
 AB1182'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1182'RECOVERED IN GOOD CONDITION.
 AB1182
 AB1182                          STATION RECOVERY (2004)
 AB1182
 AB1182'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1244 ***********************************************************************
 AE1244  DESIGNATION -  Y 1409
 AE1244  PID         -  AE1244
 AE1244  STATE/COUNTY-  TX/HIDALGO
 AE1244  USGS QUAD   -  MISSION (1983)
 AE1244
 AE1244                         *CURRENT SURVEY CONTROL
 AE1244  ___________________________________________________________________
 AE1244* NAD 83(1986)-  26 12 26.     (N)    098 15 14.     (W)     SCALED    
 AE1244* NAVD 88     -        38.721  (meters)     127.04   (feet)  ADJUSTED  
 AE1244  ___________________________________________________________________
 AE1244  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AE1244  DYNAMIC HT  -          38.657 (meters)     126.83  (feet)  COMP
 AE1244  MODELED GRAV-     978,993.1   (mgal)                       NAVD 88
 AE1244
 AE1244  VERT ORDER  -  FIRST     CLASS II
 AE1244
 AE1244.The horizontal coordinates were scaled from a topographic map and have
 AE1244.an estimated accuracy of +/- 6 seconds.
 AE1244
 AE1244.The orthometric height was determined by differential leveling
 AE1244.and adjusted by the National Geodetic Survey in June 1991..
 AE1244
 AE1244.The geoid height was determined by GEOID03.
 AE1244
 AE1244.The dynamic height is computed by dividing the NAVD 88
 AE1244.geopotential number by the normal gravity value computed on the
 AE1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1244.degrees latitude (g = 980.6199 gals.).
 AE1244
 AE1244.The modeled gravity was interpolated from observed gravity values.
 AE1244
 AE1244;                    North         East    Units  Estimated Accuracy
 AE1244;SPC TX S     - 5,059,920.      324,600.      MT  (+/- 180 meters Scaled)
 AE1244
 AE1244                          SUPERSEDED SURVEY CONTROL
 AE1244
 AE1244.No superseded survey control is available for this station.
 AE1244
 AE1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP745988(NAD 83)
 AE1244_MARKER: I = METAL ROD
 AE1244_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1244_SP_SET: STAINLESS STEEL ROD
 AE1244_STAMPING: Y 1409 1981
 AE1244_MARK LOGO: NGS   
 AE1244_PROJECTION: RECESSED 2 CENTIMETERS
 AE1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1244_ROD/PIPE-DEPTH: 7.32 meters
 AE1244
 AE1244  HISTORY     - Date     Condition        Report By
 AE1244  HISTORY     - 1981     MONUMENTED       NGS
 AE1244  HISTORY     - 19920707 GOOD             USPSQD
 AE1244  HISTORY     - 20040320 GOOD             USPSQD
 AE1244  HISTORY     - 20040403 GOOD             USPSQD
 AE1244
 AE1244                          STATION DESCRIPTION
 AE1244
 AE1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1244'2.4 KM (1.5 MI) WEST FROM MCALLEN.
 AE1244'2.4 KM (1.5 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE1244'OF FARM ROAD 336 AT MCALLEN, 0.6 KM (0.4 MI) EAST ALONG U.S. HIGHWAY
 AE1244'83 BUSINESS FROM THE JUNCTION OF FARM ROAD 2220 LEADING NORTH, AT THE
 AE1244'VALENCIA MOTEL AND MOBILE PARK, 156.4 METERS (500.0 FT) WEST OF 29TH
 AE1244'STREET, 16.2 METERS (53.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AE1244'17.3 METERS (56.7 FT) WEST OF THE CENTER OF A DRIVE TO THE MOTEL,
 AE1244'13.5 METERS (44.2 FT) EAST NORTHEAST OF THE NORTH LEG OF A STEEL
 AE1244'BILLBOARD, 6.4 METERS (21.1 FT) EAST OF A TRACK ROAD LEADING SOUTH,
 AE1244'4.0 METERS (13.1 FT) SOUTH OF A FIRE HYDRANT, 4.4 METERS (14.5 FT)
 AE1244'SOUTH OF THE CENTER OF A LARGE NATURAL GAS METER, 4.5 METERS (14.9 FT)
 AE1244'SOUTH OF A LIGHT POLE, 3.9 METERS (12.8 FT) SOUTH OF A WATER METER
 AE1244'METAL COVER PLATE, 1.0 METER (3.4 FT) EAST OF A LARGE POWERLINE POLE
 AE1244'WITH 2 GUY WIRES, AND 5.5 METERS (18.1 FT) WEST OF THE WESTMOST GUY
 AE1244'WIRE ANCHOR.  NOTE, ROD DRIVEN TO REFUSAL.
 AE1244'THE MARK IS 0.31 M BELOW HIGHWAY.
 AE1244
 AE1244                          STATION RECOVERY (1992)
 AE1244
 AE1244'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE1244'RECOVERED IN GOOD CONDITION.
 AE1244
 AE1244                          STATION RECOVERY (2004)
 AE1244
 AE1244'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE1244'VALENCIA MOTEL AND MOBILE PARK IS NOW CALLED TEXAN MOBILE PARK.
 AE1244'MARKER IS A 3/4 INCH ROD SET INSIDE A 7 INCH HOUSING WITH HINGED LID
 AE1244'AND IS SET IN CONCRETE.  MARKER WAS LOCATED 2 INCHES UNDER SOIL AND
 AE1244'GRASS.
 AE1244
 AE1244                          STATION RECOVERY (2004)
 AE1244
 AE1244'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 AE1244'THE NAME OF THE MOTEL/TRAILER PARK IS NOW TEXAN MOBILE HOME PARK AND
 AE1244'THE TRACK ROAD LEADING SOUTH IS NOW PAVED AND CURBED.  EVEN WITH ALL
 AE1244'THE CONSTRUCTION, THE MARK REMAINS AND ALL REFERENCES ARE STILL
 AE1244'INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0356 ***********************************************************************
 DP0356  DESIGNATION -  Y 141
 DP0356  PID         -  DP0356
 DP0356  STATE/COUNTY-  TX/LUBBOCK
 DP0356  USGS QUAD   -  IDALOU (1975)
 DP0356
 DP0356                         *CURRENT SURVEY CONTROL
 DP0356  ___________________________________________________________________
 DP0356* NAD 83(1986)-  33 39 03.     (N)    101 43 47.     (W)     SCALED    
 DP0356* NAVD 88     -       970.934  (meters)    3185.47   (feet)  ADJUSTED  
 DP0356  ___________________________________________________________________
 DP0356  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 DP0356  DYNAMIC HT  -         969.685 (meters)    3181.37  (feet)  COMP
 DP0356  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 DP0356
 DP0356  VERT ORDER  -  FIRST     CLASS II
 DP0356
 DP0356.The horizontal coordinates were scaled from a topographic map and have
 DP0356.an estimated accuracy of +/- 6 seconds.
 DP0356
 DP0356.The orthometric height was determined by differential leveling
 DP0356.and adjusted by the National Geodetic Survey in June 1991..
 DP0356
 DP0356.The geoid height was determined by GEOID03.
 DP0356
 DP0356.The dynamic height is computed by dividing the NAVD 88
 DP0356.geopotential number by the normal gravity value computed on the
 DP0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0356.degrees latitude (g = 980.6199 gals.).
 DP0356
 DP0356.The modeled gravity was interpolated from observed gravity values.
 DP0356
 DP0356;                    North         East    Units  Estimated Accuracy
 DP0356;SPC TXNC     - 2,224,630.      300,480.      MT  (+/- 180 meters Scaled)
 DP0356
 DP0356                          SUPERSEDED SURVEY CONTROL
 DP0356
 DP0356  NGVD 29 (??/??/92)  970.557  (m)         3184.24   (f) ADJ UNCH    1 2
 DP0356
 DP0356.Superseded values are not recommended for survey control.
 DP0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0356.See file dsdata.txt to determine how the superseded data were derived.
 DP0356
 DP0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC468267(NAD 83)
 DP0356_MARKER: DB = BENCH MARK DISK
 DP0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0356_STAMPING: 3184.236 Y 141 1933
 DP0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0356+STABILITY: SURFACE MOTION
 DP0356
 DP0356  HISTORY     - Date     Condition        Report By
 DP0356  HISTORY     - 1933     MONUMENTED       CGS
 DP0356  HISTORY     - 1956     GOOD             NGS
 DP0356
 DP0356                          STATION DESCRIPTION
 DP0356
 DP0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DP0356'10.5 MI NE FROM LUBBOCK.
 DP0356'10.5 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0356'THE STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 5-1/2 RAILS SOUTH OF THE
 DP0356'STATION SIGNBOARD AT KITALOU, ABOUT 2-3/4 RAILS NORTH OF MILEPOST L
 DP0356'350, AT STATION 5963+52 (MILEAGE 350.00), ABOUT 19-1/2 RAILS NORTH OF
 DP0356'THE CROSSING OF THE PANHANDLE AND SANTA FE RAILWAY, ABOUT 2 RAILS
 DP0356'SOUTH OF A PUBLIC-ROAD CROSSING, ABOUT 45 FEET WEST OF THE TRACK, AND
 DP0356'AT THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED 3184.236 Y
 DP0356'141 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 DP0356'INCHES ABOVE GROUND.  NOTE-- RIGHT OF WAY FENCE LINE HAS BEEN REMOVED,
 DP0356'THE MARK IS NOW IN A CULTIVATED AREA AND WAS COVERED BY PLOWED EARTH.
 DP0356'THERE IS SOME DANGER OF THE MONUMENT BEING DESTROYED. THE MARK IS 35
 DP0356'FEET SOUTH AND 70 FEET WEST OF CENTERLINE OF ROAD AT RAILROAD
 DP0356'CROSSING, 11.5 FEET SOUTH OF POWER POLE AND 45 FEET WEST OF RAILROAD
 DP0356'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0582 ***********************************************************************
 BP0582  DESIGNATION -  Y 1410
 BP0582  PID         -  BP0582
 BP0582  STATE/COUNTY-  TX/PECOS
 BP0582  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0582
 BP0582                         *CURRENT SURVEY CONTROL
 BP0582  ___________________________________________________________________
 BP0582* NAD 83(1986)-  30 59 46.     (N)    102 53 00.     (W)     SCALED    
 BP0582* NAVD 88     -       853.793  (meters)    2801.15   (feet)  ADJUSTED  
 BP0582  ___________________________________________________________________
 BP0582  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0582  DYNAMIC HT  -         852.517 (meters)    2796.97  (feet)  COMP
 BP0582  MODELED GRAV-     979,118.2   (mgal)                       NAVD 88
 BP0582
 BP0582  VERT ORDER  -  FIRST     CLASS II
 BP0582
 BP0582.The horizontal coordinates were scaled from a topographic map and have
 BP0582.an estimated accuracy of +/- 6 seconds.
 BP0582
 BP0582.The orthometric height was determined by differential leveling
 BP0582.and adjusted by the National Geodetic Survey in June 1991..
 BP0582
 BP0582.The geoid height was determined by GEOID03.
 BP0582
 BP0582.The dynamic height is computed by dividing the NAVD 88
 BP0582.geopotential number by the normal gravity value computed on the
 BP0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0582.degrees latitude (g = 980.6199 gals.).
 BP0582
 BP0582.The modeled gravity was interpolated from observed gravity values.
 BP0582
 BP0582;                    North         East    Units  Estimated Accuracy
 BP0582;SPC TX C     - 3,150,170.      456,500.      MT  (+/- 180 meters Scaled)
 BP0582
 BP0582                          SUPERSEDED SURVEY CONTROL
 BP0582
 BP0582.No superseded survey control is available for this station.
 BP0582
 BP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ021310(NAD 83)
 BP0582_MARKER: I = METAL ROD
 BP0582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0582_SP_SET: STAINLESS STEEL ROD
 BP0582_STAMPING: Y 1410 1981
 BP0582_MARK LOGO: NGS   
 BP0582_PROJECTION: FLUSH
 BP0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0582_ROD/PIPE-DEPTH: 3.4  meters
 BP0582
 BP0582  HISTORY     - Date     Condition        Report By
 BP0582  HISTORY     - 1981     MONUMENTED       NGS
 BP0582  HISTORY     - 19961005 GOOD             USPSQD
 BP0582
 BP0582                          STATION DESCRIPTION
 BP0582
 BP0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0582'11.3 KM (7.0 MI) NORTH FROM FORT STOCKTON.
 BP0582'11.3 KM (7.0 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 BP0582'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, 0.2 KM (0.1 MI)
 BP0582'NORTH OF A FIELD ROAD LEADING EAST TO A WINDMILL, 14.9 METERS (48.9
 BP0582'FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 1.6 METERS (5.3 FT)
 BP0582'NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 BP0582'A 5-INCH LOGO CAP.
 BP0582'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 BP0582'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BP0582
 BP0582                          STATION RECOVERY (1996)
 BP0582
 BP0582'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0617 ***********************************************************************
 CC0617  DESIGNATION -  Y 1411
 CC0617  PID         -  CC0617
 CC0617  STATE/COUNTY-  TX/WARD
 CC0617  USGS QUAD   -  OZARK LAKE (1981)
 CC0617
 CC0617                         *CURRENT SURVEY CONTROL
 CC0617  ___________________________________________________________________
 CC0617* NAD 83(1986)-  31 24 52.     (N)    102 52 20.     (W)     SCALED    
 CC0617* NAVD 88     -       772.024  (meters)    2532.88   (feet)  ADJUSTED  
 CC0617  ___________________________________________________________________
 CC0617  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CC0617  DYNAMIC HT  -         770.942 (meters)    2529.33  (feet)  COMP
 CC0617  MODELED GRAV-     979,213.3   (mgal)                       NAVD 88
 CC0617
 CC0617  VERT ORDER  -  FIRST     CLASS II
 CC0617
 CC0617.The horizontal coordinates were scaled from a topographic map and have
 CC0617.an estimated accuracy of +/- 6 seconds.
 CC0617
 CC0617.The orthometric height was determined by differential leveling
 CC0617.and adjusted by the National Geodetic Survey in June 1991..
 CC0617
 CC0617.The geoid height was determined by GEOID03.
 CC0617
 CC0617.The dynamic height is computed by dividing the NAVD 88
 CC0617.geopotential number by the normal gravity value computed on the
 CC0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0617.degrees latitude (g = 980.6199 gals.).
 CC0617
 CC0617.The modeled gravity was interpolated from observed gravity values.
 CC0617
 CC0617;                    North         East    Units  Estimated Accuracy
 CC0617;SPC TX C     - 3,196,510.      458,620.      MT  (+/- 180 meters Scaled)
 CC0617
 CC0617                          SUPERSEDED SURVEY CONTROL
 CC0617
 CC0617.No superseded survey control is available for this station.
 CC0617
 CC0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ022774(NAD 83)
 CC0617_MARKER: I = METAL ROD
 CC0617_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0617+WITH SETTING: INFORMATION.
 CC0617_SP_SET: SHALLOW SET METAL ROD
 CC0617_STAMPING: Y 1411 1981
 CC0617_MARK LOGO: NGS   
 CC0617_PROJECTION: FLUSH
 CC0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0617_ROD/PIPE-DEPTH: 2.1  meters
 CC0617
 CC0617  HISTORY     - Date     Condition        Report By
 CC0617  HISTORY     - 1981     MONUMENTED       NGS
 CC0617
 CC0617                          STATION DESCRIPTION
 CC0617
 CC0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0617'8.9 KM (5.5 MI) NORTH FROM GRANDFALLS.
 CC0617'8.9 KM (5.5 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0617'WITH STATE HIGHWAY 329 IN GRANDFALLS, 0.7 KM (0.45 MI) SOUTH OF
 CC0617'A ROAD SIDE PARK AND 24.1 METERS (79.0 FT) EAST OF THE CENTERLINE OF
 CC0617'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0617'LOGO CAP.
 CC0617'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CC0617'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0373 ***********************************************************************
 AZ0373  DESIGNATION -  Y 1412
 AZ0373  PID         -  AZ0373
 AZ0373  STATE/COUNTY-  TX/TERRELL
 AZ0373  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0373
 AZ0373                         *CURRENT SURVEY CONTROL
 AZ0373  ___________________________________________________________________
 AZ0373* NAD 83(1986)-  29 57 05.     (N)    101 59 45.     (W)     SCALED    
 AZ0373* NAVD 88     -       625.777  (meters)    2053.07   (feet)  ADJUSTED  
 AZ0373  ___________________________________________________________________
 AZ0373  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AZ0373  DYNAMIC HT  -         624.839 (meters)    2049.99  (feet)  COMP
 AZ0373  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 AZ0373
 AZ0373  VERT ORDER  -  FIRST     CLASS II
 AZ0373
 AZ0373.The horizontal coordinates were scaled from a topographic map and have
 AZ0373.an estimated accuracy of +/- 6 seconds.
 AZ0373
 AZ0373.The orthometric height was determined by differential leveling
 AZ0373.and adjusted by the National Geodetic Survey in June 1991..
 AZ0373
 AZ0373.The geoid height was determined by GEOID03.
 AZ0373
 AZ0373.The dynamic height is computed by dividing the NAVD 88
 AZ0373.geopotential number by the normal gravity value computed on the
 AZ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0373.degrees latitude (g = 980.6199 gals.).
 AZ0373
 AZ0373.The modeled gravity was interpolated from observed gravity values.
 AZ0373
 AZ0373;                    North         East    Units  Estimated Accuracy
 AZ0373;SPC TXSC     - 4,238,440.      310,860.      MT  (+/- 180 meters Scaled)
 AZ0373
 AZ0373                          SUPERSEDED SURVEY CONTROL
 AZ0373
 AZ0373.No superseded survey control is available for this station.
 AZ0373
 AZ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU108171(NAD 83)
 AZ0373_MARKER: DB = BENCH MARK DISK
 AZ0373_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0373_SP_SET: ROCK OUTCROP
 AZ0373_STAMPING: Y 1412 1981
 AZ0373_MARK LOGO: NGS   
 AZ0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0373
 AZ0373  HISTORY     - Date     Condition        Report By
 AZ0373  HISTORY     - 1981     MONUMENTED       NGS
 AZ0373
 AZ0373                          STATION DESCRIPTION
 AZ0373
 AZ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0373'16.1 KM (10.0 MI) SE FROM DRYDEN.
 AZ0373'16.1 KM (10.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 AZ0373'IN DRYDEN, AT A POWERLINE CROSSING, 0.2 KM (0.1 MI) NORTHWEST OF A
 AZ0373'REST AREA, 0.4 KM (0.25 MI) NORTHWEST OF A CROSSROADS, IN A 4 BY 20 FT
 AZ0373'EXPOSED AREA OF OUTCROPPING BEDROCK, 10.7 METERS (35.1 FT) NORTHEAST
 AZ0373'OF A FENCE AND 10.4 METERS (34.1 FT) SOUTHWEST OF THE CENTERLINE OF
 AZ0373'THE HIGHWAY.
 AZ0373'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AZ0373'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0445 ***********************************************************************
 AZ0445  DESIGNATION -  Y 1414
 AZ0445  PID         -  AZ0445
 AZ0445  STATE/COUNTY-  TX/VAL VERDE
 AZ0445  USGS QUAD   -  DEL RIO NW (1972)
 AZ0445
 AZ0445                         *CURRENT SURVEY CONTROL
 AZ0445  ___________________________________________________________________
 AZ0445* NAD 83(1986)-  29 27 20.     (N)    100 57 32.     (W)     SCALED    
 AZ0445* NAVD 88     -       360.677  (meters)    1183.32   (feet)  ADJUSTED  
 AZ0445  ___________________________________________________________________
 AZ0445  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0445  DYNAMIC HT  -         360.153 (meters)    1181.60  (feet)  COMP
 AZ0445  MODELED GRAV-     979,180.7   (mgal)                       NAVD 88
 AZ0445
 AZ0445  VERT ORDER  -  FIRST     CLASS II
 AZ0445
 AZ0445.The horizontal coordinates were scaled from a topographic map and have
 AZ0445.an estimated accuracy of +/- 6 seconds.
 AZ0445
 AZ0445.The orthometric height was determined by differential leveling
 AZ0445.and adjusted by the National Geodetic Survey in June 1991..
 AZ0445
 AZ0445.The geoid height was determined by GEOID03.
 AZ0445
 AZ0445.The dynamic height is computed by dividing the NAVD 88
 AZ0445.geopotential number by the normal gravity value computed on the
 AZ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0445.degrees latitude (g = 980.6199 gals.).
 AZ0445
 AZ0445.The modeled gravity was interpolated from observed gravity values.
 AZ0445
 AZ0445;                    North         East    Units  Estimated Accuracy
 AZ0445;SPC TXSC     - 4,181,380.      410,010.      MT  (+/- 180 meters Scaled)
 AZ0445
 AZ0445                          SUPERSEDED SURVEY CONTROL
 AZ0445
 AZ0445.No superseded survey control is available for this station.
 AZ0445
 AZ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT100600(NAD 83)
 AZ0445_MARKER: DB = BENCH MARK DISK
 AZ0445_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0445_SP_SET: ROCK OUTCROP
 AZ0445_STAMPING: Y 1414 1981
 AZ0445_MARK LOGO: NGS   
 AZ0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0445+STABILITY: POSITION/ELEVATION WELL
 AZ0445
 AZ0445  HISTORY     - Date     Condition        Report By
 AZ0445  HISTORY     - 1981     MONUMENTED       NGS
 AZ0445  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0445
 AZ0445                          STATION DESCRIPTION
 AZ0445
 AZ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0445'6.1 KM (3.8 MI) NW FROM DEL RIO.
 AZ0445'6.1 KM (3.8 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0445'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN THE CENTER OF A 3 BY 3
 AZ0445'FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.1 KM (0.05 MI) EAST OF
 AZ0445'A GRAVELED ROAD LEADING NORTH, 21.4 METERS (70.2 FT) SOUTH OF THE
 AZ0445'CENTERLINE OF THE HIGHWAY AND 2.1 METERS (6.9 FT) NORTH OF A FENCE.
 AZ0445'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AZ0445'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AZ0445
 AZ0445                          STATION RECOVERY (1999)
 AZ0445
 AZ0445'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0420 ***********************************************************************
 AZ0420  DESIGNATION -  Y 1415
 AZ0420  PID         -  AZ0420
 AZ0420  STATE/COUNTY-  TX/VAL VERDE
 AZ0420  USGS QUAD   -  COMSTOCK (1972)
 AZ0420
 AZ0420                         *CURRENT SURVEY CONTROL
 AZ0420  ___________________________________________________________________
 AZ0420* NAD 83(1986)-  29 42 39.     (N)    101 14 32.     (W)     SCALED    
 AZ0420* NAVD 88     -       481.344  (meters)    1579.21   (feet)  ADJUSTED  
 AZ0420  ___________________________________________________________________
 AZ0420  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0420  DYNAMIC HT  -         480.640 (meters)    1576.90  (feet)  COMP
 AZ0420  MODELED GRAV-     979,165.5   (mgal)                       NAVD 88
 AZ0420
 AZ0420  VERT ORDER  -  FIRST     CLASS II
 AZ0420
 AZ0420.The horizontal coordinates were scaled from a topographic map and have
 AZ0420.an estimated accuracy of +/- 6 seconds.
 AZ0420
 AZ0420.The orthometric height was determined by differential leveling
 AZ0420.and adjusted by the National Geodetic Survey in June 1991..
 AZ0420
 AZ0420.The geoid height was determined by GEOID03.
 AZ0420
 AZ0420.The dynamic height is computed by dividing the NAVD 88
 AZ0420.geopotential number by the normal gravity value computed on the
 AZ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0420.degrees latitude (g = 980.6199 gals.).
 AZ0420
 AZ0420.The modeled gravity was interpolated from observed gravity values.
 AZ0420
 AZ0420;                    North         East    Units  Estimated Accuracy
 AZ0420;SPC TXSC     - 4,210,160.      383,070.      MT  (+/- 180 meters Scaled)
 AZ0420
 AZ0420                          SUPERSEDED SURVEY CONTROL
 AZ0420
 AZ0420.No superseded survey control is available for this station.
 AZ0420
 AZ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT830888(NAD 83)
 AZ0420_MARKER: DB = BENCH MARK DISK
 AZ0420_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0420_SP_SET: ROCK OUTCROP
 AZ0420_STAMPING: Y 1415 1981
 AZ0420_MARK LOGO: NGS   
 AZ0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0420+STABILITY: POSITION/ELEVATION WELL
 AZ0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0420+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0420
 AZ0420  HISTORY     - Date     Condition        Report By
 AZ0420  HISTORY     - 1981     MONUMENTED       NGS
 AZ0420  HISTORY     - 19990119 MARK NOT FOUND   USPSQD
 AZ0420  HISTORY     - 20030425 GOOD             USPSQD
 AZ0420
 AZ0420                          STATION DESCRIPTION
 AZ0420
 AZ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0420'7.1 KM (4.4 MI) NW FROM COMSTOCK.
 AZ0420'7.1 KM (4.4 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH
 AZ0420'STATE HIGHWAY 163 IN COMSTOCK, IN A 2 BY 10 FT EXPOSED AREA OF
 AZ0420'OUTCROPPING BEDROCK IN A HIGHWAY DRAINAGE DITCH, 0.2 KM (0.1 MI) EAST
 AZ0420'OF GRAVELED ROAD LEADING NORTHWEST, 7.9 METERS (26.0 FT) SOUTH OF A
 AZ0420'FENCE AND 7.5 METERS (24.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 AZ0420'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 AZ0420'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 AZ0420
 AZ0420                          STATION RECOVERY (1999)
 AZ0420
 AZ0420'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0420'MARK NOT FOUND.
 AZ0420
 AZ0420                          STATION RECOVERY (2003)
 AZ0420
 AZ0420'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0672 ***********************************************************************
 BP0672  DESIGNATION -  Y 1416
 BP0672  PID         -  BP0672
 BP0672  STATE/COUNTY-  TX/PECOS
 BP0672  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0672
 BP0672                         *CURRENT SURVEY CONTROL
 BP0672  ___________________________________________________________________
 BP0672* NAD 83(1986)-  30 53 33.     (N)    102 49 18.     (W)     SCALED    
 BP0672* NAVD 88     -       901.860  (meters)    2958.85   (feet)  ADJUSTED  
 BP0672  ___________________________________________________________________
 BP0672  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 BP0672  DYNAMIC HT  -         900.486 (meters)    2954.34  (feet)  COMP
 BP0672  MODELED GRAV-     979,088.6   (mgal)                       NAVD 88
 BP0672
 BP0672  VERT ORDER  -  FIRST     CLASS II
 BP0672
 BP0672.The horizontal coordinates were scaled from a topographic map and have
 BP0672.an estimated accuracy of +/- 6 seconds.
 BP0672
 BP0672.The orthometric height was determined by differential leveling
 BP0672.and adjusted by the National Geodetic Survey in June 1991..
 BP0672
 BP0672.The geoid height was determined by GEOID03.
 BP0672
 BP0672.The dynamic height is computed by dividing the NAVD 88
 BP0672.geopotential number by the normal gravity value computed on the
 BP0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0672.degrees latitude (g = 980.6199 gals.).
 BP0672
 BP0672.The modeled gravity was interpolated from observed gravity values.
 BP0672
 BP0672;                    North         East    Units  Estimated Accuracy
 BP0672;SPC TX C     - 3,138,550.      462,140.      MT  (+/- 180 meters Scaled)
 BP0672
 BP0672                          SUPERSEDED SURVEY CONTROL
 BP0672
 BP0672.No superseded survey control is available for this station.
 BP0672
 BP0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ082197(NAD 83)
 BP0672_MARKER: I = METAL ROD
 BP0672_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0672+WITH SETTING: INFORMATION.
 BP0672_SP_SET: SHALLOW SET METAL ROD
 BP0672_STAMPING: Y 1416 1981
 BP0672_MARK LOGO: NGS   
 BP0672_PROJECTION: FLUSH
 BP0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0672+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 BP0672_ROD/PIPE-DEPTH: 0.6  meters
 BP0672
 BP0672  HISTORY     - Date     Condition        Report By
 BP0672  HISTORY     - 1981     MONUMENTED       NGS
 BP0672  HISTORY     - 20011029 GOOD             TXDOT
 BP0672  HISTORY     - 20030827 GOOD             USPSQD
 BP0672
 BP0672                          STATION DESCRIPTION
 BP0672
 BP0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0672'4.7 KM (2.9 MI) EAST FROM FORT STOCKTON.
 BP0672'4.7 KM (2.9 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0672'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, 0.1 KM (0.05 MI) EAST
 BP0672'OF MILEPOST 263, 45.1 METERS (148.0 FT) NORTH OF THE CENTERLINE OF THE
 BP0672'WEST BOUND LANES OF THE HIGHWAY AND 4.1 METERS (13.4 FT) EAST OF A
 BP0672'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BP0672'CAP.
 BP0672'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0672'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BP0672
 BP0672                          STATION RECOVERY (2001)
 BP0672
 BP0672'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 BP0672'RECOVERED IN GOOD CONDITION.
 BP0672
 BP0672                          STATION RECOVERY (2003)
 BP0672
 BP0672'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0672'WITNESS POST AND SIGN IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0651 ***********************************************************************
 BP0651  DESIGNATION -  Y 1417
 BP0651  PID         -  BP0651
 BP0651  STATE/COUNTY-  TX/TERRELL
 BP0651  USGS QUAD   -  SANDERSON SE (1969)
 BP0651
 BP0651                         *CURRENT SURVEY CONTROL
 BP0651  ___________________________________________________________________
 BP0651* NAD 83(1986)-  30 06 38.     (N)    102 22 29.     (W)     SCALED    
 BP0651* NAVD 88     -       811.732  (meters)    2663.16   (feet)  ADJUSTED  
 BP0651  ___________________________________________________________________
 BP0651  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BP0651  DYNAMIC HT  -         810.489 (meters)    2659.08  (feet)  COMP
 BP0651  MODELED GRAV-     979,084.4   (mgal)                       NAVD 88
 BP0651
 BP0651  VERT ORDER  -  FIRST     CLASS II
 BP0651
 BP0651.The horizontal coordinates were scaled from a topographic map and have
 BP0651.an estimated accuracy of +/- 6 seconds.
 BP0651
 BP0651.The orthometric height was determined by differential leveling
 BP0651.and adjusted by the National Geodetic Survey in June 1991..
 BP0651
 BP0651.The geoid height was determined by GEOID03.
 BP0651
 BP0651.The dynamic height is computed by dividing the NAVD 88
 BP0651.geopotential number by the normal gravity value computed on the
 BP0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0651.degrees latitude (g = 980.6199 gals.).
 BP0651
 BP0651.The modeled gravity was interpolated from observed gravity values.
 BP0651
 BP0651;                    North         East    Units  Estimated Accuracy
 BP0651;SPC TXSC     - 4,257,080.      274,810.      MT  (+/- 180 meters Scaled)
 BP0651
 BP0651                          SUPERSEDED SURVEY CONTROL
 BP0651
 BP0651.No superseded survey control is available for this station.
 BP0651
 BP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP529339(NAD 83)
 BP0651_MARKER: DB = BENCH MARK DISK
 BP0651_SETTING: 66 = SET IN ROCK OUTCROP
 BP0651_SP_SET: ROCK OUTCROP
 BP0651_STAMPING: Y 1417 1981
 BP0651_MARK LOGO: NGS   
 BP0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0651
 BP0651  HISTORY     - Date     Condition        Report By
 BP0651  HISTORY     - 1981     MONUMENTED       NGS
 BP0651
 BP0651                          STATION DESCRIPTION
 BP0651
 BP0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0651'5.0 KM (3.1 MI) SE FROM SANDERSON.
 BP0651'0.1 KM (0.05 MI) NORTH ALONG PERSIMMON AVENUE FROM THE SOUTHERN
 BP0651'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 4.9 KM (3.05 MI)
 BP0651'SOUTHEAST ALONG U.S. HIGHWAY 90, IN A 5 BY 20 FT EXPOSED AREA OF
 BP0651'OUTCROPPING BEDROCK, 19.8 METERS (65.0 FT) SOUTH OF A FENCE AND
 BP0651'13.1 METERS (43.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 BP0651'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BP0651'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0396 ***********************************************************************
 AZ0396  DESIGNATION -  Y 1418
 AZ0396  PID         -  AZ0396
 AZ0396  STATE/COUNTY-  TX/VAL VERDE
 AZ0396  USGS QUAD   -  RAMSEY CANYON (1980)
 AZ0396
 AZ0396                         *CURRENT SURVEY CONTROL
 AZ0396  ___________________________________________________________________
 AZ0396* NAD 83(1986)-  29 50 06.     (N)    101 39 55.     (W)     SCALED    
 AZ0396* NAVD 88     -       531.522  (meters)    1743.84   (feet)  ADJUSTED  
 AZ0396  ___________________________________________________________________
 AZ0396  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AZ0396  DYNAMIC HT  -         530.688 (meters)    1741.10  (feet)  COMP
 AZ0396  MODELED GRAV-     979,058.7   (mgal)                       NAVD 88
 AZ0396
 AZ0396  VERT ORDER  -  FIRST     CLASS II
 AZ0396
 AZ0396.The horizontal coordinates were scaled from a topographic map and have
 AZ0396.an estimated accuracy of +/- 6 seconds.
 AZ0396
 AZ0396.The orthometric height was determined by differential leveling
 AZ0396.and adjusted by the National Geodetic Survey in June 1991..
 AZ0396
 AZ0396.The geoid height was determined by GEOID03.
 AZ0396
 AZ0396.The dynamic height is computed by dividing the NAVD 88
 AZ0396.geopotential number by the normal gravity value computed on the
 AZ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0396.degrees latitude (g = 980.6199 gals.).
 AZ0396
 AZ0396.The modeled gravity was interpolated from observed gravity values.
 AZ0396
 AZ0396;                    North         East    Units  Estimated Accuracy
 AZ0396;SPC TXSC     - 4,224,780.      342,460.      MT  (+/- 180 meters Scaled)
 AZ0396
 AZ0396                          SUPERSEDED SURVEY CONTROL
 AZ0396
 AZ0396.No superseded survey control is available for this station.
 AZ0396
 AZ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU424034(NAD 83)
 AZ0396_MARKER: DB = BENCH MARK DISK
 AZ0396_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0396_SP_SET: ROCK OUTCROP
 AZ0396_STAMPING: Y 1418 1981
 AZ0396_MARK LOGO: NGS   
 AZ0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0396+STABILITY: POSITION/ELEVATION WELL
 AZ0396
 AZ0396  HISTORY     - Date     Condition        Report By
 AZ0396  HISTORY     - 1981     MONUMENTED       NGS
 AZ0396  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0396
 AZ0396                          STATION DESCRIPTION
 AZ0396
 AZ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0396'12.4 KM (7.7 MI) NW FROM LANGTRY.
 AZ0396'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0396'OFFICE IN LANGTRY, THENCE 11.1 KM (6.9 MI) WESTERLY ALONG U.S.
 AZ0396'HIGHWAY 90, IN A 3 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 29.9
 AZ0396'METERS (98.1 FT) SOUTHEAST OF THE SOUTHEAST END OF A HIGHWAY CUT,
 AZ0396'26.2 METERS (86.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 AZ0396'AND 4.6 METERS (15.1 FT) NORTHEAST OF A FENCE.
 AZ0396'THE MARK IS 0.5 METERS  ESE FROM A WITNESS POST.
 AZ0396'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0396
 AZ0396                          STATION RECOVERY (1999)
 AZ0396
 AZ0396'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0763 ***********************************************************************
 CA0763  DESIGNATION -  Y 1419
 CA0763  PID         -  CA0763
 CA0763  STATE/COUNTY-  TX/MCCULLOCH
 CA0763  USGS QUAD   -  BRADY NORTH (1987)
 CA0763
 CA0763                         *CURRENT SURVEY CONTROL
 CA0763  ___________________________________________________________________
 CA0763* NAD 83(1986)-  31 08 43.     (N)    099 21 03.     (W)     SCALED    
 CA0763* NAVD 88     -       523.408  (meters)    1717.21   (feet)  ADJUSTED  
 CA0763  ___________________________________________________________________
 CA0763  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CA0763  DYNAMIC HT  -         522.705 (meters)    1714.91  (feet)  COMP
 CA0763  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 CA0763
 CA0763  VERT ORDER  -  FIRST     CLASS II
 CA0763
 CA0763.The horizontal coordinates were scaled from a topographic map and have
 CA0763.an estimated accuracy of +/- 6 seconds.
 CA0763
 CA0763.The orthometric height was determined by differential leveling
 CA0763.and adjusted by the National Geodetic Survey in June 1991..
 CA0763
 CA0763.The geoid height was determined by GEOID03.
 CA0763
 CA0763.The dynamic height is computed by dividing the NAVD 88
 CA0763.geopotential number by the normal gravity value computed on the
 CA0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0763.degrees latitude (g = 980.6199 gals.).
 CA0763
 CA0763.The modeled gravity was interpolated from observed gravity values.
 CA0763
 CA0763;                    North         East    Units  Estimated Accuracy
 CA0763;SPC TX C     - 3,164,330.      793,680.      MT  (+/- 180 meters Scaled)
 CA0763
 CA0763                          SUPERSEDED SURVEY CONTROL
 CA0763
 CA0763.No superseded survey control is available for this station.
 CA0763
 CA0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV665457(NAD 83)
 CA0763_MARKER: I = METAL ROD
 CA0763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0763+WITH SETTING: INFORMATION.
 CA0763_SP_SET: SHALLOW SET METAL ROD
 CA0763_STAMPING: Y 1419 1981
 CA0763_MARK LOGO: NGS   
 CA0763_PROJECTION: FLUSH
 CA0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0763_ROD/PIPE-DEPTH: 2.4  meters
 CA0763
 CA0763  HISTORY     - Date     Condition        Report By
 CA0763  HISTORY     - 1981     MONUMENTED       NGS
 CA0763  HISTORY     - 19990106 GOOD             USPSQD
 CA0763
 CA0763                          STATION DESCRIPTION
 CA0763
 CA0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0763'2.1 KM (1.3 MI) NW FROM BRADY.
 CA0763'2.1 KM (1.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAYS 87 AND 283 FROM THE
 CA0763'COURTHOUSE IN BRADY, 12.0 METERS (39.4 FT) EAST-NORTHEAST OF THE
 CA0763'CENTER OF THE WEST BOUND LANES OF THE HIGHWAY AND 1.8 METERS (5.9 FT)
 CA0763'NORTH-NORTHWEST OF UTILITY POLE NUMBER 55.  NOTE=ACCESS TO THE DATUM
 CA0763'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0763'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 CA0763'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0763
 CA0763                          STATION RECOVERY (1999)
 CA0763
 CA0763'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0085 ***********************************************************************
 DQ0085  DESIGNATION -  Y 142
 DQ0085  PID         -  DQ0085
 DQ0085  STATE/COUNTY-  TX/TERRY
 DQ0085  USGS QUAD   -  FOSTER (1969)
 DQ0085
 DQ0085                         *CURRENT SURVEY CONTROL
 DQ0085  ___________________________________________________________________
 DQ0085* NAD 83(1986)-  33 05 50.     (N)    102 22 12.     (W)     SCALED    
 DQ0085* NAVD 88     -      1017.741  (meters)    3339.04   (feet)  ADJUSTED  
 DQ0085  ___________________________________________________________________
 DQ0085  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DQ0085  DYNAMIC HT  -        1016.385 (meters)    3334.59  (feet)  COMP
 DQ0085  MODELED GRAV-     979,270.2   (mgal)                       NAVD 88
 DQ0085
 DQ0085  VERT ORDER  -  FIRST     CLASS II
 DQ0085
 DQ0085.The horizontal coordinates were scaled from a topographic map and have
 DQ0085.an estimated accuracy of +/- 6 seconds.
 DQ0085
 DQ0085.The orthometric height was determined by differential leveling
 DQ0085.and adjusted by the National Geodetic Survey in June 1991..
 DQ0085
 DQ0085.The geoid height was determined by GEOID03.
 DQ0085
 DQ0085.The dynamic height is computed by dividing the NAVD 88
 DQ0085.geopotential number by the normal gravity value computed on the
 DQ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0085.degrees latitude (g = 980.6199 gals.).
 DQ0085
 DQ0085.The modeled gravity was interpolated from observed gravity values.
 DQ0085
 DQ0085;                    North         East    Units  Estimated Accuracy
 DQ0085;SPC TXNC     - 2,165,290.      238,860.      MT  (+/- 180 meters Scaled)
 DQ0085
 DQ0085                          SUPERSEDED SURVEY CONTROL
 DQ0085
 DQ0085  NGVD 29 (??/??/92) 1017.396  (m)         3337.91   (f) ADJ UNCH    1 2
 DQ0085
 DQ0085.Superseded values are not recommended for survey control.
 DQ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0085.See file dsdata.txt to determine how the superseded data were derived.
 DQ0085
 DQ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS454651(NAD 83)
 DQ0085_MARKER: DB = BENCH MARK DISK
 DQ0085_SETTING: 0 = UNSPECIFIED SETTING
 DQ0085_STAMPING: Y 142 1934
 DQ0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0085
 DQ0085  HISTORY     - Date     Condition        Report By
 DQ0085  HISTORY     - 1934     MONUMENTED       CGS
 DQ0085  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0085
 DQ0085                          STATION DESCRIPTION
 DQ0085
 DQ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0085'4.8 MI NE FROM WELLMAN.
 DQ0085'4.8 MI. N.E. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0085'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0085'RAILROAD, 2.4 MI. SOUTHWEST OF THE RAILROAD SIGNBOARD LAHEY, 0.5 MILE
 DQ0085'SOUTHWEST OF MILE POLE 47, 5 RAIL LENGTHS, ABOUT 55 YARDS SOUTHWEST OF
 DQ0085'RAILROAD SIGN 49 A, 65 FEET SOUTHEAST OF THE TRACK, 5 FEET NORTHWEST
 DQ0085'OF RIGHT OF WAY FENCE.
 DQ0085
 DQ0085                          STATION RECOVERY (1963)
 DQ0085
 DQ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1277 ***********************************************************************
 AE1277  DESIGNATION -  Y 1420
 AE1277  PID         -  AE1277
 AE1277  STATE/COUNTY-  TX/STARR
 AE1277  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE1277
 AE1277                         *CURRENT SURVEY CONTROL
 AE1277  ___________________________________________________________________
 AE1277* NAD 83(1986)-  26 22 38.     (N)    098 48 19.     (W)     SCALED    
 AE1277* NAVD 88     -        50.329  (meters)     165.12   (feet)  ADJUSTED  
 AE1277  ___________________________________________________________________
 AE1277  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AE1277  DYNAMIC HT  -          50.246 (meters)     164.85  (feet)  COMP
 AE1277  MODELED GRAV-     978,998.9   (mgal)                       NAVD 88
 AE1277
 AE1277  VERT ORDER  -  FIRST     CLASS II
 AE1277
 AE1277.The horizontal coordinates were scaled from a topographic map and have
 AE1277.an estimated accuracy of +/- 6 seconds.
 AE1277
 AE1277.The orthometric height was determined by differential leveling
 AE1277.and adjusted by the National Geodetic Survey in June 1991..
 AE1277
 AE1277.The geoid height was determined by GEOID03.
 AE1277
 AE1277.The dynamic height is computed by dividing the NAVD 88
 AE1277.geopotential number by the normal gravity value computed on the
 AE1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1277.degrees latitude (g = 980.6199 gals.).
 AE1277
 AE1277.The modeled gravity was interpolated from observed gravity values.
 AE1277
 AE1277;                    North         East    Units  Estimated Accuracy
 AE1277;SPC TX S     - 5,078,760.      269,540.      MT  (+/- 180 meters Scaled)
 AE1277
 AE1277                          SUPERSEDED SURVEY CONTROL
 AE1277
 AE1277.No superseded survey control is available for this station.
 AE1277
 AE1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ194174(NAD 83)
 AE1277_MARKER: I = METAL ROD
 AE1277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1277_SP_SET: STAINLESS STEEL ROD
 AE1277_STAMPING: Y 1420 1981
 AE1277_MARK LOGO: NGS   
 AE1277_PROJECTION: FLUSH
 AE1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1277_ROD/PIPE-DEPTH: 8.5  meters
 AE1277
 AE1277  HISTORY     - Date     Condition        Report By
 AE1277  HISTORY     - 1981     MONUMENTED       NGS
 AE1277
 AE1277                          STATION DESCRIPTION
 AE1277
 AE1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1277'1.5 KM (0.9 MI) ESE FROM RIO GRANDE CITY.
 AE1277'1.5 KM (0.9 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 AE1277'OF FARM ROAD 755 NORTH IN RIO GRANDE CITY, AT AN ASPHALT ROAD LEADING
 AE1277'NORTH ACROSS THE MISSOURI PACIFIC RAILROAD TRACKS, SET BETWEEN TWO
 AE1277'POWERLINE POLES, AND AT A CROSSING OF POWERLINES OVER HIGHWAY,
 AE1277'15.0 METERS (49.1 FT) SOUTH OF CENTER OF HIGHWAY, 0.30 METERS (1.0 FT)
 AE1277'NORTH OF A FENCE, 1.3 METERS (4.2 FT) WEST OF A POWERLINE POLE,
 AE1277'1.4 METERS (4.5 FT) EAST OF A POWERLINE POLE, AND 6.1 METERS (20.0 FT)
 AE1277'SOUTHEAST OF EXTENDED CENTER OF PAVED ROAD LEADING NORTH TO STARR
 AE1277'PRODUCTS CO. INC.
 AE1277'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AE1277'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1223 ***********************************************************************
 AE1223  DESIGNATION -  Y 1421
 AE1223  PID         -  AE1223
 AE1223  STATE/COUNTY-  TX/HIDALGO
 AE1223  USGS QUAD   -  DONNA (1983)
 AE1223
 AE1223                         *CURRENT SURVEY CONTROL
 AE1223  ___________________________________________________________________
 AE1223* NAD 83(1986)-  26 10 35.     (N)    098 05 04.     (W)     SCALED    
 AE1223* NAVD 88     -        27.965  (meters)      91.75   (feet)  ADJUSTED  
 AE1223  ___________________________________________________________________
 AE1223  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AE1223  DYNAMIC HT  -          27.919 (meters)      91.60  (feet)  COMP
 AE1223  MODELED GRAV-     979,000.0   (mgal)                       NAVD 88
 AE1223
 AE1223  VERT ORDER  -  FIRST     CLASS II
 AE1223
 AE1223.The horizontal coordinates were scaled from a topographic map and have
 AE1223.an estimated accuracy of +/- 6 seconds.
 AE1223
 AE1223.The orthometric height was determined by differential leveling
 AE1223.and adjusted by the National Geodetic Survey in June 1991..
 AE1223
 AE1223.The geoid height was determined by GEOID03.
 AE1223
 AE1223.The dynamic height is computed by dividing the NAVD 88
 AE1223.geopotential number by the normal gravity value computed on the
 AE1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1223.degrees latitude (g = 980.6199 gals.).
 AE1223
 AE1223.The modeled gravity was interpolated from observed gravity values.
 AE1223
 AE1223;                    North         East    Units  Estimated Accuracy
 AE1223;SPC TX S     - 5,056,540.      341,540.      MT  (+/- 180 meters Scaled)
 AE1223
 AE1223                          SUPERSEDED SURVEY CONTROL
 AE1223
 AE1223.No superseded survey control is available for this station.
 AE1223
 AE1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP914955(NAD 83)
 AE1223_MARKER: I = METAL ROD
 AE1223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1223_SP_SET: STAINLESS STEEL ROD
 AE1223_STAMPING: Y 1421 1981
 AE1223_MARK LOGO: NGS   
 AE1223_PROJECTION: RECESSED 2 CENTIMETERS
 AE1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1223_ROD/PIPE-DEPTH: 8.53 meters
 AE1223
 AE1223  HISTORY     - Date     Condition        Report By
 AE1223  HISTORY     - 1981     MONUMENTED       NGS
 AE1223
 AE1223                          STATION DESCRIPTION
 AE1223
 AE1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1223'4.1 KM (2.55 MI) EAST FROM ALAMO.
 AE1223'4.1 KM (2.55 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE1223'OF FARM ROAD 907 IN ALAMO, ALSO 3.1 KM (1.95 MI) WEST ALONG U.S.
 AE1223'HIGHWAY 83 BUSINESS FROM THE JUNCTION OF LOOP 433 NORTH AND SOUTH MAIN
 AE1223'STREET IN DONNA, NEAR THE JUNCTION OF FARM ROAD 1423 LEADING NORTH, AT
 AE1223'THE JJ ENTERPRISES RECREATION VEHICLES SALES LOT, 12.2 (39.9 FT) SOUTH
 AE1223'OF THE CENTERLINE OF THE HIGHWAY, 73.6 METERS (241.5 FT) WEST OF THE
 AE1223'CENTER OF FARM ROAD 1423, 26.3 METERS (86.4 FT) WEST OF THE CENTER OF
 AE1223'THE EAST DRIVE OF THE LOT, 16.6 METERS (54.5 FT) EAST OF THE CENTER OF
 AE1223'THE WEST DRIVE TO THE LOT, 17.7 METERS (58.0 FT) WEST OF A NATURAL GAS
 AE1223'REGULATOR, 14.0 METERS (46.0 FT) WEST OF A 36 INCH TREE, 6.9 METERS
 AE1223'(22.7 FT) EAST OF THE NORTH METAL LEG OF A SIGN, 4.6 METERS (15.0 FT)
 AE1223'NORTHEAST OF THE EAST METAL LEG OF AN OLD SIGN, 2.0 METERS (6.5 FT)
 AE1223'EAST OF A POWERLINE POLE WITH A TRANSFORMER AND A GUY WIRE.  NOTE, ROD
 AE1223'DRIVEN TO REFUSAL.
 AE1223'THE MARK IS 0.31 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1113 ***********************************************************************
 AJ1113  DESIGNATION -  Y 1422
 AJ1113  PID         -  AJ1113
 AJ1113  STATE/COUNTY-  TX/WEBB
 AJ1113  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ1113
 AJ1113                         *CURRENT SURVEY CONTROL
 AJ1113  ___________________________________________________________________
 AJ1113* NAD 83(1986)-  27 49 56.     (N)    099 28 01.     (W)     SCALED    
 AJ1113* NAVD 88     -       233.724  (meters)     766.81   (feet)  ADJUSTED  
 AJ1113  ___________________________________________________________________
 AJ1113  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AJ1113  DYNAMIC HT  -         233.359 (meters)     765.61  (feet)  COMP
 AJ1113  MODELED GRAV-     979,078.5   (mgal)                       NAVD 88
 AJ1113
 AJ1113  VERT ORDER  -  FIRST     CLASS II
 AJ1113
 AJ1113.The horizontal coordinates were scaled from a topographic map and have
 AJ1113.an estimated accuracy of +/- 6 seconds.
 AJ1113
 AJ1113.The orthometric height was determined by differential leveling
 AJ1113.and adjusted by the National Geodetic Survey in June 1991..
 AJ1113
 AJ1113.The geoid height was determined by GEOID03.
 AJ1113
 AJ1113.The dynamic height is computed by dividing the NAVD 88
 AJ1113.geopotential number by the normal gravity value computed on the
 AJ1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1113.degrees latitude (g = 980.6199 gals.).
 AJ1113
 AJ1113.The modeled gravity was interpolated from observed gravity values.
 AJ1113
 AJ1113;                    North         East    Units  Estimated Accuracy
 AJ1113;SPC TX S     - 5,240,300.      204,740.      MT  (+/- 180 meters Scaled)
 AJ1113
 AJ1113                          SUPERSEDED SURVEY CONTROL
 AJ1113
 AJ1113.No superseded survey control is available for this station.
 AJ1113
 AJ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR540787(NAD 83)
 AJ1113_MARKER: I = METAL ROD
 AJ1113_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1113_SP_SET: STAINLESS STEEL ROD
 AJ1113_STAMPING: Y 1422 1982
 AJ1113_MARK LOGO: NGS   
 AJ1113_PROJECTION: FLUSH
 AJ1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1113+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1113_ROD/PIPE-DEPTH: 3.7  meters
 AJ1113
 AJ1113  HISTORY     - Date     Condition        Report By
 AJ1113  HISTORY     - 1982     MONUMENTED       NGS
 AJ1113  HISTORY     - 20020409 GOOD             USPSQD
 AJ1113
 AJ1113                          STATION DESCRIPTION
 AJ1113
 AJ1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1113'9.0 KM (5.55 MI) NW FROM WEBB.
 AJ1113'9.0 KM (5.55 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1113'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, AT THE ENTRANCE GATE TO A
 AJ1113'MICROWAVE TOWER, 15.2 METERS (50.0 FT) WEST OF A CENTERLINE OF THE
 AJ1113'HIGHWAY, 3.0 METERS (10.0 FT) SOUTH SOUTHEAST OF CENTER OF AN IRON
 AJ1113'GATE AND TRACK ROAD LEADING WEST SOUTHWEST, AND 0.30 METERS (1.0 FT)
 AJ1113'NORTHEAST OF A FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1113'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AJ1113'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AJ1113
 AJ1113                          STATION RECOVERY (2002)
 AJ1113
 AJ1113'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0645 ***********************************************************************
 CC0645  DESIGNATION -  Y 1426
 CC0645  PID         -  CC0645
 CC0645  STATE/COUNTY-  TX/PECOS
 CC0645  USGS QUAD   -  GIRVIN (1972)
 CC0645
 CC0645                         *CURRENT SURVEY CONTROL
 CC0645  ___________________________________________________________________
 CC0645* NAD 83(1986)-  31 02 56.     (N)    102 24 49.     (W)     SCALED    
 CC0645* NAVD 88     -       721.284  (meters)    2366.41   (feet)  ADJUSTED  
 CC0645  ___________________________________________________________________
 CC0645  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CC0645  DYNAMIC HT  -         720.256 (meters)    2363.04  (feet)  COMP
 CC0645  MODELED GRAV-     979,191.8   (mgal)                       NAVD 88
 CC0645
 CC0645  VERT ORDER  -  FIRST     CLASS II
 CC0645
 CC0645.The horizontal coordinates were scaled from a topographic map and have
 CC0645.an estimated accuracy of +/- 6 seconds.
 CC0645
 CC0645.The orthometric height was determined by differential leveling
 CC0645.and adjusted by the National Geodetic Survey in June 1991..
 CC0645
 CC0645.The geoid height was determined by GEOID03.
 CC0645
 CC0645.The dynamic height is computed by dividing the NAVD 88
 CC0645.geopotential number by the normal gravity value computed on the
 CC0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0645.degrees latitude (g = 980.6199 gals.).
 CC0645
 CC0645.The modeled gravity was interpolated from observed gravity values.
 CC0645
 CC0645;                    North         East    Units  Estimated Accuracy
 CC0645;SPC TX C     - 3,155,080.      501,460.      MT  (+/- 180 meters Scaled)
 CC0645
 CC0645                          SUPERSEDED SURVEY CONTROL
 CC0645
 CC0645.No superseded survey control is available for this station.
 CC0645
 CC0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ468378(NAD 83)
 CC0645_MARKER: I = METAL ROD
 CC0645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0645_SP_SET: STAINLESS STEEL ROD
 CC0645_STAMPING: Y 1426 1981
 CC0645_MARK LOGO: NGS   
 CC0645_PROJECTION: FLUSH
 CC0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0645_ROD/PIPE-DEPTH: 5.5  meters
 CC0645
 CC0645  HISTORY     - Date     Condition        Report By
 CC0645  HISTORY     - 1981     MONUMENTED       NGS
 CC0645
 CC0645                          STATION DESCRIPTION
 CC0645
 CC0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0645'2.9 KM (1.8 MI) SW FROM GIRVIN.
 CC0645'2.9 KM (1.8 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0645'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, 22.6 METERS (74.1 FT)
 CC0645'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 8.1 METERS (26.6
 CC0645'FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH.
 CC0645'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0645'THE MARK IS 0.5 METERS  NNW FROM  A FENCE AND WITNESS POST
 CC0645'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0669 ***********************************************************************
 CB0669  DESIGNATION -  Y 1427
 CB0669  PID         -  CB0669
 CB0669  STATE/COUNTY-  TX/UPTON
 CB0669  USGS QUAD   -  RANKIN (1970)
 CB0669
 CB0669                         *CURRENT SURVEY CONTROL
 CB0669  ___________________________________________________________________
 CB0669* NAD 83(1986)-  31 14 15.     (N)    101 53 54.     (W)     SCALED    
 CB0669* NAVD 88     -       779.177  (meters)    2556.35   (feet)  ADJUSTED  
 CB0669  ___________________________________________________________________
 CB0669  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CB0669  DYNAMIC HT  -         778.044 (meters)    2552.63  (feet)  COMP
 CB0669  MODELED GRAV-     979,160.9   (mgal)                       NAVD 88
 CB0669
 CB0669  VERT ORDER  -  FIRST     CLASS II
 CB0669
 CB0669.The horizontal coordinates were scaled from a topographic map and have
 CB0669.an estimated accuracy of +/- 6 seconds.
 CB0669
 CB0669.The orthometric height was determined by differential leveling
 CB0669.and adjusted by the National Geodetic Survey in June 1991..
 CB0669
 CB0669.The geoid height was determined by GEOID03.
 CB0669
 CB0669.The dynamic height is computed by dividing the NAVD 88
 CB0669.geopotential number by the normal gravity value computed on the
 CB0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0669.degrees latitude (g = 980.6199 gals.).
 CB0669
 CB0669.The modeled gravity was interpolated from observed gravity values.
 CB0669
 CB0669;                    North         East    Units  Estimated Accuracy
 CB0669;SPC TX C     - 3,175,180.      550,930.      MT  (+/- 180 meters Scaled)
 CB0669
 CB0669                          SUPERSEDED SURVEY CONTROL
 CB0669
 CB0669.No superseded survey control is available for this station.
 CB0669
 CB0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV239595(NAD 83)
 CB0669_MARKER: DB = BENCH MARK DISK
 CB0669_SETTING: 66 = SET IN ROCK OUTCROP
 CB0669_SP_SET: ROCK OUTCROP
 CB0669_STAMPING: Y 1427 1981
 CB0669_MARK LOGO: NGS   
 CB0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0669+STABILITY: POSITION/ELEVATION WELL
 CB0669
 CB0669  HISTORY     - Date     Condition        Report By
 CB0669  HISTORY     - 1981     MONUMENTED       NGS
 CB0669
 CB0669                          STATION DESCRIPTION
 CB0669
 CB0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0669'4.2 KM (2.6 MI) NE FROM RANKIN.
 CB0669'4.2 KM (2.6 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0669'STATE HIGHWAY 349 IN RANKIN, IN A 3 BY 6 FT EXPOSED AREA OF
 CB0669'OUTCROPPING BEDROCK, 22.6 METERS (74.1 FT) EAST OF A UTILITY POLE WITH
 CB0669'A BRACE POLE, 16.2 METERS (53.1 FT) NORTH OF THE NEAR RAIL OF THE
 CB0669'ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 16.8 METERS (55.1 FT) SOUTH
 CB0669'OF THE CENTERLINE OF THE HIGHWAY.
 CB0669'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CB0669'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0693 ***********************************************************************
 CB0693  SACS        -  This is a Secondary Airport Control Station.
 CB0693  DESIGNATION -  Y 1428
 CB0693  PID         -  CB0693
 CB0693  STATE/COUNTY-  TX/REAGAN
 CB0693  USGS QUAD   -  BIG LAKE (1971)
 CB0693
 CB0693                         *CURRENT SURVEY CONTROL
 CB0693  ___________________________________________________________________
 CB0693* NAD 83(1993)-  31 12 12.05748(N)    101 28 01.59900(W)     ADJUSTED  
 CB0693* NAVD 88     -       821.739  (meters)    2695.99   (feet)  ADJUSTED  
 CB0693  ___________________________________________________________________
 CB0693  X           -  -1,085,681.722 (meters)                     COMP
 CB0693  Y           -  -5,352,019.649 (meters)                     COMP
 CB0693  Z           -   3,285,611.441 (meters)                     COMP
 CB0693  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 CB0693  ELLIP HEIGHT-         797.63  (meters)          (10/24/00) GPS OBS
 CB0693  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0693  DYNAMIC HT  -         820.542 (meters)    2692.06  (feet)  COMP
 CB0693  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 CB0693
 CB0693  HORZ ORDER  -  B
 CB0693  VERT ORDER  -  FIRST     CLASS II
 CB0693  ELLP ORDER  -  FOURTH    CLASS II
 CB0693
 CB0693.This mark is at Reagan Co (E41) Airport (E41)
 CB0693
 CB0693.The horizontal coordinates were established by GPS observations
 CB0693.and adjusted by the National Geodetic Survey in September 1996..
 CB0693
 CB0693.The orthometric height was determined by differential leveling
 CB0693.and adjusted by the National Geodetic Survey in June 1991..
 CB0693
 CB0693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CB0693
 CB0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0693
 CB0693.The ellipsoidal height was determined by GPS observations
 CB0693.and is referenced to NAD 83.
 CB0693
 CB0693.The geoid height was determined by GEOID03.
 CB0693
 CB0693.The dynamic height is computed by dividing the NAVD 88
 CB0693.geopotential number by the normal gravity value computed on the
 CB0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0693.degrees latitude (g = 980.6199 gals.).
 CB0693
 CB0693.The modeled gravity was interpolated from observed gravity values.
 CB0693
 CB0693;                    North         East     Units Scale Factor Converg.
 CB0693;SPC TX C     - 3,170,900.119   591,963.851   MT  0.99988793   -0 35 02.3
 CB0693;SPC TX C     -10,403,194.81  1,942,134.73   sFT  0.99988793   -0 35 02.3
 CB0693;UTM  14      - 3,454,761.343   264,942.022   MT  1.00028157   -1 16 43.5
 CB0693
 CB0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0693!SPC TX C     -   0.99987476  x   0.99988793  =   0.99976271
 CB0693!UTM  14      -   0.99987476  x   1.00028157  =   1.00015630
 CB0693
 CB0693                          SUPERSEDED SURVEY CONTROL
 CB0693
 CB0693  ELLIP H (09/09/96)  797.68   (m)                       GP(       ) 1 2
 CB0693  NAVD 88 (09/09/96)  821.74   (m)         2696.0    (f) LEVELING    3  
 CB0693
 CB0693.Superseded values are not recommended for survey control.
 CB0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0693.See file dsdata.txt to determine how the superseded data were derived.
 CB0693
 CB0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV6494254761(NAD 83)
 CB0693_MARKER: I = METAL ROD
 CB0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0693_SP_SET: STAINLESS STEEL ROD
 CB0693_STAMPING: Y 1428 1981
 CB0693_MARK LOGO: NGS   
 CB0693_PROJECTION: FLUSH
 CB0693_MAGNETIC: I = MARKER IS A STEEL ROD
 CB0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB0693+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 CB0693_ROD/PIPE-DEPTH: 3.0  meters
 CB0693
 CB0693  HISTORY     - Date     Condition        Report By
 CB0693  HISTORY     - 1981     MONUMENTED       NGS
 CB0693  HISTORY     - 19950503 GOOD             NGS
 CB0693  HISTORY     - 19950504 GOOD             NGS
 CB0693  HISTORY     - 20010821 GOOD             INDIV
 CB0693
 CB0693                          STATION DESCRIPTION
 CB0693
 CB0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0693'1.3 KM (0.8 MI) NORTH FROM BIG LAKE.
 CB0693'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 137 FROM ITS JUNCTION WITH
 CB0693'U.S. HIGHWAY 67 IN BIG LAKE AND 15.0 METERS (49.2 FT) EAST OF THE
 CB0693'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CB0693'A 5-INCH LOGO CAP.
 CB0693'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CB0693'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CB0693
 CB0693                          STATION RECOVERY (1995)
 CB0693
 CB0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CB0693'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) NORTH OF THE
 CB0693'INTERSECTION OF STATE HIGHWAY 137 AND U.S.  HIGHWAY 67, ON THE EAST
 CB0693'SIDE OF THE HIGHWAY, NEAR A CHAIN LINK FENCE.  OWNERSHIP--STATE
 CB0693'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 CB0693'OF U.S.  HIGHWAY 67 AND STATE HIGHWAY 137 IN BIG LAKE, GO NORTH, 1.29
 CB0693'KM (0.80 MI) ON STATE HIGHWAY 137 TO THE STATION ON THE RIGHT, NEAR A
 CB0693'CHAIN LINK FENCE.  STATION IS 21.2 M (69.6 FT) SOUTH-SOUTHEAST OF A
 CB0693'HIGHWAY CITY MILEAGE SIGN, 14.0 M (45.9 FT) EAST OF THE HIGHWAY
 CB0693'CENTERLINE, 5.8 M (19.0 FT) NORTH OF A CHAIN LINK FENCE CORNER, 0.4 M
 CB0693'(1.3 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 CB0693'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 CB0693'A 5-INCH LOGO CAP.  BY R.G.  HAYES
 CB0693
 CB0693                          STATION RECOVERY (1995)
 CB0693
 CB0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CB0693'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) NORTH OF THE
 CB0693'INTERSECTION OF STATE HIGHWAY 137 AND U.S.  HIGHWAY 67, ON THE EAST
 CB0693'SIDE OF THE HIGHWAY, NEAR A CHAIN LINK FENCE.  OWNERSHIP--STATE
 CB0693'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 CB0693'OF U.S.  HIGHWAY 67 AND STATE HIGHWAY 137 IN BIG LAKE, GO NORTH, 1.29
 CB0693'KM (0.80 MI) ON STATE HIGHWAY 137 TO THE STATION ON THE RIGHT, NEAR A
 CB0693'CHAIN LINK FENCE.  STATION IS 21.2 M (69.6 FT) SOUTH-SOUTHEAST OF A
 CB0693'HIGHWAY CITY MILEAGE SIGN, 14.0 M (45.9 FT) EAST OF THE HIGHWAY
 CB0693'CENTERLINE, 5.8 M (19.0 FT) NORTH OF A CHAIN LINK FENCE CORNER, 0.4 M
 CB0693'(1.3 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 CB0693'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 CB0693'A 5-INCH LOGO CAP.  THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS)
 CB0693'.
 CB0693
 CB0693                          STATION RECOVERY (2001)
 CB0693
 CB0693'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 CB0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0739 ***********************************************************************
 CA0739  DESIGNATION -  Y 1429
 CA0739  PID         -  CA0739
 CA0739  STATE/COUNTY-  TX/CONCHO
 CA0739  USGS QUAD   -  EDEN (1970)
 CA0739
 CA0739                         *CURRENT SURVEY CONTROL
 CA0739  ___________________________________________________________________
 CA0739* NAD 83(1986)-  31 14 07.     (N)    099 45 30.     (W)     SCALED    
 CA0739* NAVD 88     -       602.438  (meters)    1976.50   (feet)  ADJUSTED  
 CA0739  ___________________________________________________________________
 CA0739  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CA0739  DYNAMIC HT  -         601.606 (meters)    1973.77  (feet)  COMP
 CA0739  MODELED GRAV-     979,240.2   (mgal)                       NAVD 88
 CA0739
 CA0739  VERT ORDER  -  FIRST     CLASS II
 CA0739
 CA0739.The horizontal coordinates were scaled from a topographic map and have
 CA0739.an estimated accuracy of +/- 6 seconds.
 CA0739
 CA0739.The orthometric height was determined by differential leveling
 CA0739.and adjusted by the National Geodetic Survey in June 1991..
 CA0739
 CA0739.The geoid height was determined by GEOID03.
 CA0739
 CA0739.The dynamic height is computed by dividing the NAVD 88
 CA0739.geopotential number by the normal gravity value computed on the
 CA0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0739.degrees latitude (g = 980.6199 gals.).
 CA0739
 CA0739.The modeled gravity was interpolated from observed gravity values.
 CA0739
 CA0739;                    North         East    Units  Estimated Accuracy
 CA0739;SPC TX C     - 3,174,030.      754,770.      MT  (+/- 180 meters Scaled)
 CA0739
 CA0739                          SUPERSEDED SURVEY CONTROL
 CA0739
 CA0739.No superseded survey control is available for this station.
 CA0739
 CA0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV277559(NAD 83)
 CA0739_MARKER: I = METAL ROD
 CA0739_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0739_SP_SET: STAINLESS STEEL ROD
 CA0739_STAMPING: Y 1429 1981
 CA0739_MARK LOGO: NGS   
 CA0739_PROJECTION: FLUSH
 CA0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0739_ROD/PIPE-DEPTH: 3.4  meters
 CA0739
 CA0739  HISTORY     - Date     Condition        Report By
 CA0739  HISTORY     - 1981     MONUMENTED       NGS
 CA0739  HISTORY     - 19990219 GOOD             USPSQD
 CA0739
 CA0739                          STATION DESCRIPTION
 CA0739
 CA0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0739'8.7 KM (5.4 MI) NNE FROM EDEN.
 CA0739'8.7 KM (5.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0739'WITH U.S. HIGHWAY 83 IN EDEN, 0.3 KM (0.2 MI) WEST OF FARM ROAD 2134
 CA0739'AND 15.4 METERS (50.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 CA0739'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0739'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST AND FENCE
 CA0739'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0739
 CA0739                          STATION RECOVERY (1999)
 CA0739
 CA0739'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0784 ***********************************************************************
 CB0784  DESIGNATION -  Y 1430
 CB0784  PID         -  CB0784
 CB0784  STATE/COUNTY-  TX/TOM GREEN
 CB0784  USGS QUAD   -  VANCOURT (1984)
 CB0784
 CB0784                         *CURRENT SURVEY CONTROL
 CB0784  ___________________________________________________________________
 CB0784* NAD 83(1986)-  31 20 32.     (N)    100 07 34.     (W)     SCALED    
 CB0784* NAVD 88     -       568.105  (meters)    1863.86   (feet)  ADJUSTED  
 CB0784  ___________________________________________________________________
 CB0784  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0784  DYNAMIC HT  -         567.328 (meters)    1861.31  (feet)  COMP
 CB0784  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 CB0784
 CB0784  VERT ORDER  -  FIRST     CLASS II
 CB0784
 CB0784.The horizontal coordinates were scaled from a topographic map and have
 CB0784.an estimated accuracy of +/- 6 seconds.
 CB0784
 CB0784.The orthometric height was determined by differential leveling
 CB0784.and adjusted by the National Geodetic Survey in June 1991..
 CB0784
 CB0784.The geoid height was determined by GEOID03.
 CB0784
 CB0784.The dynamic height is computed by dividing the NAVD 88
 CB0784.geopotential number by the normal gravity value computed on the
 CB0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0784.degrees latitude (g = 980.6199 gals.).
 CB0784
 CB0784.The modeled gravity was interpolated from observed gravity values.
 CB0784
 CB0784;                    North         East    Units  Estimated Accuracy
 CB0784;SPC TX C     - 3,185,760.      719,720.      MT  (+/- 180 meters Scaled)
 CB0784
 CB0784                          SUPERSEDED SURVEY CONTROL
 CB0784
 CB0784.No superseded survey control is available for this station.
 CB0784
 CB0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV928680(NAD 83)
 CB0784_MARKER: I = METAL ROD
 CB0784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0784_SP_SET: STAINLESS STEEL ROD
 CB0784_STAMPING: Y 1430 1981
 CB0784_MARK LOGO: NGS   
 CB0784_PROJECTION: FLUSH
 CB0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0784_ROD/PIPE-DEPTH: 4.9  meters
 CB0784
 CB0784  HISTORY     - Date     Condition        Report By
 CB0784  HISTORY     - 1981     MONUMENTED       NGS
 CB0784  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CB0784
 CB0784                          STATION DESCRIPTION
 CB0784
 CB0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0784'33.2 KM (20.6 MI) NW FROM EDEN.
 CB0784'33.2 KM (20.6 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 87 FROM ITS
 CB0784'JUNCTION WITH U. S. HIGHWAY 83 IN EDEN, 15.0 METERS (49.2 FT) SOUTH OF
 CB0784'THE CENTERLINE OF THE HIGHWAY, 7.0 METERS (23.0 FT) WEST OF THE
 CB0784'EXTENDED CENTER OF A DRIVEWAY LEADING NORTH TO A FARM HOUSE AND 2.4
 CB0784'METERS (7.9 FT) EAST-NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CB0784'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0784'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CB0784'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CB0784
 CB0784                          STATION RECOVERY (1999)
 CB0784
 CB0784'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0758 ***********************************************************************
 CB0758  DESIGNATION -  Y 1431
 CB0758  PID         -  CB0758
 CB0758  STATE/COUNTY-  TX/TOM GREEN
 CB0758  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0758
 CB0758                         *CURRENT SURVEY CONTROL
 CB0758  ___________________________________________________________________
 CB0758* NAD 83(1986)-  31 22 53.     (N)    100 29 26.     (W)     SCALED    
 CB0758* NAVD 88     -       574.858  (meters)    1886.01   (feet)  ADJUSTED  
 CB0758  ___________________________________________________________________
 CB0758  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CB0758  DYNAMIC HT  -         574.067 (meters)    1883.42  (feet)  COMP
 CB0758  MODELED GRAV-     979,246.0   (mgal)                       NAVD 88
 CB0758
 CB0758  VERT ORDER  -  FIRST     CLASS II
 CB0758
 CB0758.The horizontal coordinates were scaled from a topographic map and have
 CB0758.an estimated accuracy of +/- 6 seconds.
 CB0758
 CB0758.The orthometric height was determined by differential leveling
 CB0758.and adjusted by the National Geodetic Survey in June 1991..
 CB0758
 CB0758.The geoid height was determined by GEOID03.
 CB0758
 CB0758.The dynamic height is computed by dividing the NAVD 88
 CB0758.geopotential number by the normal gravity value computed on the
 CB0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0758.degrees latitude (g = 980.6199 gals.).
 CB0758
 CB0758.The modeled gravity was interpolated from observed gravity values.
 CB0758
 CB0758;                    North         East    Units  Estimated Accuracy
 CB0758;SPC TX C     - 3,190,100.      685,050.      MT  (+/- 180 meters Scaled)
 CB0758
 CB0758                          SUPERSEDED SURVEY CONTROL
 CB0758
 CB0758.No superseded survey control is available for this station.
 CB0758
 CB0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV582728(NAD 83)
 CB0758_MARKER: DB = BENCH MARK DISK
 CB0758_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0758_SP_SET: ABUTMENT
 CB0758_STAMPING: Y 1431 1981
 CB0758_MARK LOGO: NGS   
 CB0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0758+STABILITY: POSITION/ELEVATION WELL
 CB0758
 CB0758  HISTORY     - Date     Condition        Report By
 CB0758  HISTORY     - 1981     MONUMENTED       NGS
 CB0758  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 CB0758
 CB0758                          STATION DESCRIPTION
 CB0758
 CB0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0758'10.25 KM (6.35 MI) SW FROM SAN ANGELO.
 CB0758'5.5 KM (3.4 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CB0758'RAILROAD FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 0.4 KM (0.25
 CB0758'MI) NORTHWEST ALONG STATE HIGHWAY LOOP 306, THENCE 4.35 KM (2.7 MI)
 CB0758'SOUTHERLY ALONG KNICKERBOCKER ROAD, IN TOP OF THE WEST END OF THE
 CB0758'NORTH ABUTMENT OF A BRIDGE OVER LAKE NASHWORTHY AND 4.9 METERS (16.1
 CB0758'FT) WEST OF THE CENTERLINE OF THE ROAD.
 CB0758'THE MARK IS 0.2 M ABOVE THE ROAD.
 CB0758
 CB0758                          STATION RECOVERY (2003)
 CB0758
 CB0758'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0511 ***********************************************************************
 AZ0511  DESIGNATION -  Y 1432
 AZ0511  PID         -  AZ0511
 AZ0511  STATE/COUNTY-  TX/UVALDE
 AZ0511  USGS QUAD   -  MUSTANG WATERHOLE (1974)
 AZ0511
 AZ0511                         *CURRENT SURVEY CONTROL
 AZ0511  ___________________________________________________________________
 AZ0511* NAD 83(1986)-  29 15 06.     (N)    100 02 46.     (W)     SCALED    
 AZ0511* NAVD 88     -       315.491  (meters)    1035.07   (feet)  ADJUSTED  
 AZ0511  ___________________________________________________________________
 AZ0511  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0511  DYNAMIC HT  -         315.031 (meters)    1033.56  (feet)  COMP
 AZ0511  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 AZ0511
 AZ0511  VERT ORDER  -  FIRST     CLASS II
 AZ0511
 AZ0511.The horizontal coordinates were scaled from a topographic map and have
 AZ0511.an estimated accuracy of +/- 6 seconds.
 AZ0511
 AZ0511.The orthometric height was determined by differential leveling
 AZ0511.and adjusted by the National Geodetic Survey in June 1991..
 AZ0511
 AZ0511.The geoid height was determined by GEOID03.
 AZ0511
 AZ0511.The dynamic height is computed by dividing the NAVD 88
 AZ0511.geopotential number by the normal gravity value computed on the
 AZ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0511.degrees latitude (g = 980.6199 gals.).
 AZ0511
 AZ0511.The modeled gravity was interpolated from observed gravity values.
 AZ0511
 AZ0511;                    North         East    Units  Estimated Accuracy
 AZ0511;SPC TXSC     - 4,157,640.      498,330.      MT  (+/- 180 meters Scaled)
 AZ0511
 AZ0511                          SUPERSEDED SURVEY CONTROL
 AZ0511
 AZ0511.No superseded survey control is available for this station.
 AZ0511
 AZ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT983363(NAD 83)
 AZ0511_MARKER: DB = BENCH MARK DISK
 AZ0511_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0511_SP_SET: ROCK OUTCROP
 AZ0511_STAMPING: Y 1432 1982
 AZ0511_MARK LOGO: NGS   
 AZ0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0511+STABILITY: POSITION/ELEVATION WELL
 AZ0511
 AZ0511  HISTORY     - Date     Condition        Report By
 AZ0511  HISTORY     - 1982     MONUMENTED       NGS
 AZ0511
 AZ0511                          STATION DESCRIPTION
 AZ0511
 AZ0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0511'26.5 KM (16.4 MI) WSW FROM UVALDE.
 AZ0511'26.5 KM (16.4 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 AZ0511'SERVICE ROAD FROM THE RAILROAD STATION AT UVALDE, THREE AND ONE HALF
 AZ0511'POLES WEST OF RAILROAD MILEPOST NUMBER 317, SET IN TOP OF THE
 AZ0511'NORTHWEST CORNER OF A 15 BY 12 FT FLAT OUTCROP OF ROCK AT THE NORTH
 AZ0511'EDGE OF RAILROAD SERVICE ROAD, 2.1 METERS (7.0 FT) NORTH NORTHWEST OF
 AZ0511'APPROXIMATE CENTER OF RAILROAD SERVICE ROAD, 5.8 METERS (19.10 FT)
 AZ0511'NORTH NORTHWEST OF A FENCE LINE, 8.7 METERS (28.6 FT) SOUTH SOUTHEAST
 AZ0511'OF SOUTHEAST RAIL (SLOPE MEASUREMENT).
 AZ0511'THE MARK IS 6.0 METERS  NNE FROM A WITNESS POST.
 AZ0511'THE MARK IS 2.4 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0513 ***********************************************************************
 AZ0513  DESIGNATION -  Y 1433
 AZ0513  PID         -  AZ0513
 AZ0513  STATE/COUNTY-  TX/MAVERICK
 AZ0513  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0513
 AZ0513                         *CURRENT SURVEY CONTROL
 AZ0513  ___________________________________________________________________
 AZ0513* NAD 83(1986)-  29 00 23.     (N)    100 29 21.     (W)     SCALED    
 AZ0513* NAVD 88     -       279.245  (meters)     916.16   (feet)  ADJUSTED  
 AZ0513  ___________________________________________________________________
 AZ0513  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0513  DYNAMIC HT  -         278.834 (meters)     914.81  (feet)  COMP
 AZ0513  MODELED GRAV-     979,165.6   (mgal)                       NAVD 88
 AZ0513
 AZ0513  VERT ORDER  -  FIRST     CLASS II
 AZ0513
 AZ0513.The horizontal coordinates were scaled from a topographic map and have
 AZ0513.an estimated accuracy of +/- 6 seconds.
 AZ0513
 AZ0513.The orthometric height was determined by differential leveling
 AZ0513.and adjusted by the National Geodetic Survey in June 1991..
 AZ0513
 AZ0513.The geoid height was determined by GEOID03.
 AZ0513
 AZ0513.The dynamic height is computed by dividing the NAVD 88
 AZ0513.geopotential number by the normal gravity value computed on the
 AZ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0513.degrees latitude (g = 980.6199 gals.).
 AZ0513
 AZ0513.The modeled gravity was interpolated from observed gravity values.
 AZ0513
 AZ0513;                    North         East    Units  Estimated Accuracy
 AZ0513;SPC TXSC     - 4,130,930.      454,930.      MT  (+/- 180 meters Scaled)
 AZ0513
 AZ0513                          SUPERSEDED SURVEY CONTROL
 AZ0513
 AZ0513.No superseded survey control is available for this station.
 AZ0513
 AZ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT549096(NAD 83)
 AZ0513_MARKER: I = METAL ROD
 AZ0513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0513_SP_SET: STAINLESS STEEL ROD
 AZ0513_STAMPING: Y 1433 1982
 AZ0513_MARK LOGO: NGS   
 AZ0513_PROJECTION: FLUSH
 AZ0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0513_ROD/PIPE-DEPTH: 3.0  meters
 AZ0513
 AZ0513  HISTORY     - Date     Condition        Report By
 AZ0513  HISTORY     - 1982     MONUMENTED       NGS
 AZ0513
 AZ0513                          STATION DESCRIPTION
 AZ0513
 AZ0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0513'20.0 KM (12.4 MI) SSW FROM SPOFFORD.
 AZ0513'20.0 KM (12.4 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AZ0513'JUNCTION OF FARM ROAD 1572 IN SPOFFORD, ABOUT 36.6 KM (127 FT) SOUTH
 AZ0513'SOUTHWEST AND ACROSS HIGHWAY FROM A TELEPHONE CABLE WARNING POST,
 AZ0513'27.2 METERS (89.2 FT) WEST NORTHWEST OF CENTERLINE, AND 0.3 METER
 AZ0513'(1.0 FT) EAST SOUTHEAST OF A FENCE LINE, NOTE, ROD DRIVEN TO REFUSAL.
 AZ0513'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AZ0513'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1629 ***********************************************************************
 AY1629  DESIGNATION -  Y 1434
 AY1629  PID         -  AY1629
 AY1629  STATE/COUNTY-  TX/MEDINA
 AY1629  USGS QUAD   -  LA COSTE (1982)
 AY1629
 AY1629                         *CURRENT SURVEY CONTROL
 AY1629  ___________________________________________________________________
 AY1629* NAD 83(1986)-  29 21 25.     (N)    098 49 48.     (W)     SCALED    
 AY1629* NAVD 88     -       235.865  (meters)     773.83   (feet)  ADJUSTED  
 AY1629  ___________________________________________________________________
 AY1629  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AY1629  DYNAMIC HT  -         235.524 (meters)     772.72  (feet)  COMP
 AY1629  MODELED GRAV-     979,188.9   (mgal)                       NAVD 88
 AY1629
 AY1629  VERT ORDER  -  FIRST     CLASS II
 AY1629
 AY1629.The horizontal coordinates were scaled from a topographic map and have
 AY1629.an estimated accuracy of +/- 6 seconds.
 AY1629
 AY1629.The orthometric height was determined by differential leveling
 AY1629.and adjusted by the National Geodetic Survey in June 1991..
 AY1629
 AY1629.The geoid height was determined by GEOID03.
 AY1629
 AY1629.The dynamic height is computed by dividing the NAVD 88
 AY1629.geopotential number by the normal gravity value computed on the
 AY1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1629.degrees latitude (g = 980.6199 gals.).
 AY1629
 AY1629.The modeled gravity was interpolated from observed gravity values.
 AY1629
 AY1629;                    North         East    Units  Estimated Accuracy
 AY1629;SPC TXSC     - 4,168,870.      616,510.      MT  (+/- 180 meters Scaled)
 AY1629
 AY1629                          SUPERSEDED SURVEY CONTROL
 AY1629
 AY1629.No superseded survey control is available for this station.
 AY1629
 AY1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT165475(NAD 83)
 AY1629_MARKER: I = METAL ROD
 AY1629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1629_SP_SET: STAINLESS STEEL ROD
 AY1629_STAMPING: Y 1434 1982
 AY1629_MARK LOGO: NGS   
 AY1629_PROJECTION: FLUSH
 AY1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1629_ROD/PIPE-DEPTH: 7.3  meters
 AY1629
 AY1629  HISTORY     - Date     Condition        Report By
 AY1629  HISTORY     - 1982     MONUMENTED       NGS
 AY1629  HISTORY     - 19970211 GOOD             USPSQD
 AY1629  HISTORY     - 20020913 GOOD             USPSQD
 AY1629
 AY1629                          STATION DESCRIPTION
 AY1629
 AY1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1629'4.8 KM (2.95 MI) EAST FROM CASTROVILLE.
 AY1629'4.8 KM (2.95 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1629'ROAD 471 NORTH IN CASTROVILLE, SET NEAR A CROSSOVER BETWEEN THE EAST
 AY1629'AND WESTBOUND LANES ON PROPERTY LINE, 51.8 METERS (170.0 FT) EAST OF
 AY1629'THE EXTENDED CENTERLINE OF THE CROSSOVER, 36.4 METERS (119.5 FT) SOUTH
 AY1629'OF CENTERLINE OF THE 2 EASTBOUND LANES, 10.6 METERS (35.0 FT) WEST OF
 AY1629'AN UNDERGROUND TELEPHONE WARNING POST, 5.7 METERS (19.0 FT) WEST OF A
 AY1629'GAS METER, AND 2.7 METERS (9.0 FT) WEST OF CENTERLINE OF A TRACK ROAD
 AY1629'LEADING SOUTH.
 AY1629'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AY1629'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1629
 AY1629                          STATION RECOVERY (1997)
 AY1629
 AY1629'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1629'RECOVERED IN GOOD CONDITION.
 AY1629
 AY1629                          STATION RECOVERY (2002)
 AY1629
 AY1629'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1218 ***********************************************************************
 AB1218  DESIGNATION -  Y 1435
 AB1218  PID         -  AB1218
 AB1218  STATE/COUNTY-  TX/CAMERON
 AB1218  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1218
 AB1218                         *CURRENT SURVEY CONTROL
 AB1218  ___________________________________________________________________
 AB1218* NAD 83(1986)-  26 05 32.     (N)    097 17 00.     (W)     SCALED    
 AB1218* NAVD 88     -         2.814  (meters)       9.23   (feet)  ADJUSTED  
 AB1218  ___________________________________________________________________
 AB1218  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 AB1218  DYNAMIC HT  -           2.810 (meters)       9.22  (feet)  COMP
 AB1218  MODELED GRAV-     979,062.3   (mgal)                       NAVD 88
 AB1218
 AB1218  VERT ORDER  -  FIRST     CLASS II
 AB1218
 AB1218.The horizontal coordinates were scaled from a topographic map and have
 AB1218.an estimated accuracy of +/- 6 seconds.
 AB1218
 AB1218.The orthometric height was determined by differential leveling
 AB1218.and adjusted by the National Geodetic Survey in June 1991..
 AB1218
 AB1218.The geoid height was determined by GEOID03.
 AB1218
 AB1218.The dynamic height is computed by dividing the NAVD 88
 AB1218.geopotential number by the normal gravity value computed on the
 AB1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1218.degrees latitude (g = 980.6199 gals.).
 AB1218
 AB1218.The modeled gravity was interpolated from observed gravity values.
 AB1218
 AB1218;                    North         East    Units  Estimated Accuracy
 AB1218;SPC TX S     - 5,047,740.      421,720.      MT  (+/- 180 meters Scaled)
 AB1218
 AB1218                          SUPERSEDED SURVEY CONTROL
 AB1218
 AB1218.No superseded survey control is available for this station.
 AB1218
 AB1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP716870(NAD 83)
 AB1218_MARKER: I = METAL ROD
 AB1218_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1218_SP_SET: STAINLESS STEEL ROD
 AB1218_STAMPING: Y 1435 1982
 AB1218_MARK LOGO: NGS   
 AB1218_PROJECTION: FLUSH
 AB1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1218_ROD/PIPE-DEPTH: 14.6 meters
 AB1218
 AB1218  HISTORY     - Date     Condition        Report By
 AB1218  HISTORY     - 1982     MONUMENTED       NGS
 AB1218  HISTORY     - 19910424 GOOD             USPSQD
 AB1218  HISTORY     - 19930210 GOOD             USPSQD
 AB1218  HISTORY     - 20040227 GOOD             USPSQD
 AB1218
 AB1218                          STATION DESCRIPTION
 AB1218
 AB1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1218'8.5 KM (5.3 MI) WEST FROM PORT ISABEL.
 AB1218'8.5 KM (5.3 MI) WEST ALONG STATE HIGHWAY 100 FROM THE OLD PORT ISABEL
 AB1218'LIGHTHOUSE IN PORT ISABEL AT A LARGE POWERLINE POLE ON THE SOUTHWEST
 AB1218'SIDE OF THE HIGHWAY WITH BRACE POLES ON THE SOUTH AND NORTH SIDES,
 AB1218'0.3 KM (0.2 MI) SOUTHEAST ALONG STATE HIGHWAY 100 FROM THE JUNCTION OF
 AB1218'STATE HIGHWAY 510, 31.3 METERS (103.0 FT) SOUTHWEST OF THE CENTERLINE
 AB1218'OF HIGHWAY 100, 3.6 METERS (12.0 FT) WEST NORTHWEST OF THE POWERLINE
 AB1218'POLE WITH TWO BRACE POLES, AND 0.3 METER (1.0 FT) NORTHEAST OF THE
 AB1218'SOUTHWEST RIGHT-OF-WAY FENCE LINE.
 AB1218'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AB1218'THE MARK IS ABOVE LEVEL WITH HIGHWAY 100.
 AB1218
 AB1218                          STATION RECOVERY (1991)
 AB1218
 AB1218'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1218'RECOVERED IN GOOD CONDITION.
 AB1218
 AB1218                          STATION RECOVERY (1993)
 AB1218
 AB1218'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1218'RECOVERED IN GOOD CONDITION.
 AB1218
 AB1218                          STATION RECOVERY (2004)
 AB1218
 AB1218'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0543 ***********************************************************************
 AZ0543  DESIGNATION -  Y 1436
 AZ0543  PID         -  AZ0543
 AZ0543  STATE/COUNTY-  TX/KINNEY
 AZ0543  USGS QUAD   -  SPOFFORD (1974)
 AZ0543
 AZ0543                         *CURRENT SURVEY CONTROL
 AZ0543  ___________________________________________________________________
 AZ0543* NAD 83(1986)-  29 13 33.     (N)    100 29 51.     (W)     SCALED    
 AZ0543* NAVD 88     -       309.927  (meters)    1016.82   (feet)  ADJUSTED  
 AZ0543  ___________________________________________________________________
 AZ0543  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0543  DYNAMIC HT  -         309.474 (meters)    1015.33  (feet)  COMP
 AZ0543  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 AZ0543
 AZ0543  VERT ORDER  -  FIRST     CLASS II
 AZ0543
 AZ0543.The horizontal coordinates were scaled from a topographic map and have
 AZ0543.an estimated accuracy of +/- 6 seconds.
 AZ0543
 AZ0543.The orthometric height was determined by differential leveling
 AZ0543.and adjusted by the National Geodetic Survey in June 1991..
 AZ0543
 AZ0543.The geoid height was determined by GEOID03.
 AZ0543
 AZ0543.The dynamic height is computed by dividing the NAVD 88
 AZ0543.geopotential number by the normal gravity value computed on the
 AZ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0543.degrees latitude (g = 980.6199 gals.).
 AZ0543
 AZ0543.The modeled gravity was interpolated from observed gravity values.
 AZ0543
 AZ0543;                    North         East    Units  Estimated Accuracy
 AZ0543;SPC TXSC     - 4,155,260.      454,430.      MT  (+/- 180 meters Scaled)
 AZ0543
 AZ0543                          SUPERSEDED SURVEY CONTROL
 AZ0543
 AZ0543.No superseded survey control is available for this station.
 AZ0543
 AZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT544339(NAD 83)
 AZ0543_MARKER: I = METAL ROD
 AZ0543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0543_SP_SET: STAINLESS STEEL ROD
 AZ0543_STAMPING: Y 1436 1982
 AZ0543_MARK LOGO: NGS   
 AZ0543_PROJECTION: FLUSH
 AZ0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0543_ROD/PIPE-DEPTH: 2.0  meters
 AZ0543
 AZ0543  HISTORY     - Date     Condition        Report By
 AZ0543  HISTORY     - 1982     MONUMENTED       NGS
 AZ0543  HISTORY     - 19960109 GOOD             USPSQD
 AZ0543
 AZ0543                          STATION DESCRIPTION
 AZ0543
 AZ0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0543'10.5 KM (6.6 MI) NW FROM SPOFFORD.
 AZ0543'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0543'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 10.3 KM (6.45 MI) NORTHWEST
 AZ0543'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0543'RAILROAD TRACKS AT GRAVELED CROSSROAD, 16.4 METERS (54.0 FT) SOUTH
 AZ0543'SOUTHWEST OF THE MAIN GRAVELED ROAD, 6.1 METERS (20.5 FT) EAST
 AZ0543'SOUTHEAST OF THE GRAVELED ROAD LEADING SOUTH SOUTHWEST, 9.8 METERS
 AZ0543'(32.5 FT) SOUTHWEST OF A CORNER FENCEPOST, 7.7 METERS (25.5 FT)
 AZ0543'NORTHEAST OF THE CENTER OF A STEEL PIPE CATTLE GUARD, 0.6 METER
 AZ0543'(2.0 FT) SOUTH SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 36 AND A
 AZ0543'HALF, AND 0.1 METER (0.5 FT) NORTH NORTHWEST OF A FENCE LINE.  NOTE,
 AZ0543'ROD IS BELIEVED TO BE ANCHORED IN BEDROCK AT THIS DEPTH.
 AZ0543'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AZ0543'THE MARK IS 0.6 M ABOVE GRAVELED ROAD.
 AZ0543
 AZ0543                          STATION RECOVERY (1996)
 AZ0543
 AZ0543'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1674 ***********************************************************************
 AY1674  DESIGNATION -  Y 1437
 AY1674  PID         -  AY1674
 AY1674  STATE/COUNTY-  TX/BEXAR
 AY1674  USGS QUAD   -  VAN RAUB (1991)
 AY1674
 AY1674                         *CURRENT SURVEY CONTROL
 AY1674  ___________________________________________________________________
 AY1674* NAD 83(1986)-  29 43 53.     (N)    098 40 42.     (W)     SCALED    
 AY1674* NAVD 88     -       415.175  (meters)    1362.12   (feet)  ADJUSTED  
 AY1674  ___________________________________________________________________
 AY1674  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AY1674  DYNAMIC HT  -         414.569 (meters)    1360.13  (feet)  COMP
 AY1674  MODELED GRAV-     979,169.7   (mgal)                       NAVD 88
 AY1674
 AY1674  VERT ORDER  -  FIRST     CLASS II
 AY1674
 AY1674.The horizontal coordinates were scaled from a topographic map and have
 AY1674.an estimated accuracy of +/- 6 seconds.
 AY1674
 AY1674.The orthometric height was determined by differential leveling
 AY1674.and adjusted by the National Geodetic Survey in June 1991..
 AY1674
 AY1674.The geoid height was determined by GEOID03.
 AY1674
 AY1674.The dynamic height is computed by dividing the NAVD 88
 AY1674.geopotential number by the normal gravity value computed on the
 AY1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1674.degrees latitude (g = 980.6199 gals.).
 AY1674
 AY1674.The modeled gravity was interpolated from observed gravity values.
 AY1674
 AY1674;                    North         East    Units  Estimated Accuracy
 AY1674;SPC TXSC     - 4,210,400.      631,120.      MT  (+/- 180 meters Scaled)
 AY1674
 AY1674                          SUPERSEDED SURVEY CONTROL
 AY1674
 AY1674.No superseded survey control is available for this station.
 AY1674
 AY1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT311890(NAD 83)
 AY1674_MARKER: I = METAL ROD
 AY1674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1674_SP_SET: STAINLESS STEEL ROD
 AY1674_STAMPING: Y 1437 1982
 AY1674_MARK LOGO: NGS   
 AY1674_PROJECTION: FLUSH
 AY1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1674_ROD/PIPE-DEPTH: 3.26 meters
 AY1674
 AY1674  HISTORY     - Date     Condition        Report By
 AY1674  HISTORY     - 1982     MONUMENTED       NGS
 AY1674  HISTORY     - 1990     GOOD             USPSQD
 AY1674
 AY1674                          STATION DESCRIPTION
 AY1674
 AY1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1674'8.5 KM (5.3 MI) SE FROM BOERNE.
 AY1674'2.6 KM (1.65 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1674'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 5.9 KM
 AY1674'(3.65 MI) SOUTHEAST ALONG THE EAST FRONTAGE ROAD, AT DIETZ ELKHORN
 AY1674'ROAD LEADING EAST, 37.1 METERS (122.0 FT) NORTH NORTHWEST OF THE
 AY1674'CENTER OF THE INTERSECTION OF DIETZ ELKHORN ROAD AND EAST FRONTAGE
 AY1674'ROAD, 10.6 METERS (35.0 FT) NORTHEAST OF THE CENTERLINE OF FRONTAGE
 AY1674'ROAD, 1.0 METER (3.5 FT) NORTH NORTHWEST OF A TELEPHONE, 1.0 METER
 AY1674'(3.5 FT) NORTH NORTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY POST,
 AY1674'2.1 METERS (7.0 FT) SOUTH SOUTHWEST OF THE WEST 1 OF 3 POLES
 AY1674'SUPPORTING A CASCADE CAVERNS SIGN, AND 0.15 METERS (0.5 FT) SOUTHWEST
 AY1674'OF A FENCE LINE.  NOTE, ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT THIS
 AY1674'DEPTH.
 AY1674'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AY1674'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
 AY1674
 AY1674                          STATION RECOVERY (1990)
 AY1674
 AY1674'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0513 ***********************************************************************
 AO0513  DESIGNATION -  Y 1438
 AO0513  PID         -  AO0513
 AO0513  STATE/COUNTY-  TX/DIMMIT
 AO0513  USGS QUAD   -  ASHERTON (1982)
 AO0513
 AO0513                         *CURRENT SURVEY CONTROL
 AO0513  ___________________________________________________________________
 AO0513* NAD 83(1986)-  28 26 33.     (N)    099 45 34.     (W)     SCALED    
 AO0513* NAVD 88     -       164.087  (meters)     538.34   (feet)  ADJUSTED  
 AO0513  ___________________________________________________________________
 AO0513  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AO0513  DYNAMIC HT  -         163.839 (meters)     537.53  (feet)  COMP
 AO0513  MODELED GRAV-     979,130.5   (mgal)                       NAVD 88
 AO0513
 AO0513  VERT ORDER  -  FIRST     CLASS II
 AO0513
 AO0513.The horizontal coordinates were scaled from a topographic map and have
 AO0513.an estimated accuracy of +/- 6 seconds.
 AO0513
 AO0513.The orthometric height was determined by differential leveling
 AO0513.and adjusted by the National Geodetic Survey in June 1991..
 AO0513
 AO0513.The geoid height was determined by GEOID03.
 AO0513
 AO0513.The dynamic height is computed by dividing the NAVD 88
 AO0513.geopotential number by the normal gravity value computed on the
 AO0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0513.degrees latitude (g = 980.6199 gals.).
 AO0513
 AO0513.The modeled gravity was interpolated from observed gravity values.
 AO0513
 AO0513;                    North         East    Units  Estimated Accuracy
 AO0513;SPC TXSC     - 4,067,760.      525,610.      MT  (+/- 180 meters Scaled)
 AO0513
 AO0513                          SUPERSEDED SURVEY CONTROL
 AO0513
 AO0513.No superseded survey control is available for this station.
 AO0513
 AO0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS256464(NAD 83)
 AO0513_MARKER: I = METAL ROD
 AO0513_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0513_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0513_STAMPING: Y 1438 1982
 AO0513_MARK LOGO: NGS   
 AO0513_PROJECTION: RECESSED 3 CENTIMETERS
 AO0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AO0513+STABILITY: POSITION/ELEVATION WELL
 AO0513_ROD/PIPE-DEPTH: 9.7  meters
 AO0513_SLEEVE-DEPTH  : 9.1 meters
 AO0513
 AO0513  HISTORY     - Date     Condition        Report By
 AO0513  HISTORY     - 1982     MONUMENTED       NGS
 AO0513  HISTORY     - 19970621 GOOD             USPSQD
 AO0513
 AO0513                          STATION DESCRIPTION
 AO0513
 AO0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0513'IN ASHERTON.
 AO0513'SET AT THE U.S. POST OFFICE IN ASHERTON, LOCATED ABOUT 0.2 KM (0.1 MI)
 AO0513'NORTHEAST ALONG STATE FARM ROAD 190 NORTH FROM THE JUNCTION OF U.S.
 AO0513'HIGHWAY 83 IN ASHERTON, 13.7 METERS (45.0 FT) SOUTHEAST OF THE CENTER
 AO0513'OF THE FARM ROAD, 16.6 METERS (54.5 FT) NORTHWEST OF THE SOUTHEAST
 AO0513'CORNER OF THE POST OFFICE BUILDING, 2.1 METERS (7.0 FT) EAST NORTHEAST
 AO0513'OF THE NORTHEAST CORNER OF THE BUILDING, 4.5 METERS (15.0 FT) EAST OF
 AO0513'THE FLAGPOLE AT THE POST OFFICE, AND 1.8 METERS (6.0 FT) EAST
 AO0513'NORTHEAST OF A TELEPHONE JUNCTION BOX.
 AO0513'THE MARK IS ABOVE LEVEL WITH FARM ROAD 190.
 AO0513
 AO0513                          STATION RECOVERY (1997)
 AO0513
 AO0513'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0493 ***********************************************************************
 AZ0493  DESIGNATION -  Y 1439
 AZ0493  PID         -  AZ0493
 AZ0493  STATE/COUNTY-  TX/KINNEY
 AZ0493  USGS QUAD   -  SPOFFORD (1974)
 AZ0493
 AZ0493                         *CURRENT SURVEY CONTROL
 AZ0493  ___________________________________________________________________
 AZ0493* NAD 83(1986)-  29 10 24.     (N)    100 24 55.     (W)     SCALED    
 AZ0493* NAVD 88     -       306.045  (meters)    1004.08   (feet)  ADJUSTED  
 AZ0493  ___________________________________________________________________
 AZ0493  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0493  DYNAMIC HT  -         305.598 (meters)    1002.62  (feet)  COMP
 AZ0493  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AZ0493
 AZ0493  VERT ORDER  -  FIRST     CLASS II
 AZ0493
 AZ0493.The horizontal coordinates were scaled from a topographic map and have
 AZ0493.an estimated accuracy of +/- 6 seconds.
 AZ0493
 AZ0493.The orthometric height was determined by differential leveling
 AZ0493.and adjusted by the National Geodetic Survey in June 1991..
 AZ0493.WARNING-Repeat measurements at this control monument indicate possible
 AZ0493.vertical movement.
 AZ0493
 AZ0493.The geoid height was determined by GEOID03.
 AZ0493
 AZ0493.The dynamic height is computed by dividing the NAVD 88
 AZ0493.geopotential number by the normal gravity value computed on the
 AZ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0493.degrees latitude (g = 980.6199 gals.).
 AZ0493
 AZ0493.The modeled gravity was interpolated from observed gravity values.
 AZ0493
 AZ0493;                    North         East    Units  Estimated Accuracy
 AZ0493;SPC TXSC     - 4,149,340.      462,350.      MT  (+/- 180 meters Scaled)
 AZ0493
 AZ0493                          SUPERSEDED SURVEY CONTROL
 AZ0493
 AZ0493.No superseded survey control is available for this station.
 AZ0493
 AZ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT623280(NAD 83)
 AZ0493_MARKER: I = METAL ROD
 AZ0493_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AZ0493_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AZ0493_STAMPING: Y 1439 1982
 AZ0493_MARK LOGO: NGS   
 AZ0493_PROJECTION: RECESSED 3 CENTIMETERS
 AZ0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0493+STABILITY: POSITION/ELEVATION WELL
 AZ0493_ROD/PIPE-DEPTH: 4.3  meters
 AZ0493
 AZ0493  HISTORY     - Date     Condition        Report By
 AZ0493  HISTORY     - 1982     MONUMENTED       NGS
 AZ0493  HISTORY     - 1982     GOOD             NGS
 AZ0493  HISTORY     - 1982     GOOD             NGS
 AZ0493  HISTORY     - 19960109 GOOD             USPSQD
 AZ0493
 AZ0493                          STATION DESCRIPTION
 AZ0493
 AZ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0493'IN SPOFFORD.
 AZ0493'AT SPOFFORD, AT THE JUNCTION OF STATE HIGHWAY 131 AND FARM ROAD 1572,
 AZ0493'SET INSIDE A FENCED ENCLOSURE AT THE NORTHWEST CORNER OF THE MALONE
 AZ0493'OIL AND GAS CORPORATION PROPERTY, 30.0 METERS (98.5 FT) EAST OF THE
 AZ0493'CENTERLINE OF THE HIGHWAY, 11.6 METERS (38.0 FT) SOUTH OF THE
 AZ0493'CENTERLINE OF THE FARM ROAD, 43.9 METERS (144.0 FT) NORTHWEST OF THE
 AZ0493'NORTHWEST CORNER OF A LARGE BRICK BUILDING, (OLD SCHOOLHOUSE),
 AZ0493'7.8 METERS (25.5 FT) SOUTHWEST OF A POWERLINE POLE WITH TWO
 AZ0493'TRANSFORMERS AND A LIGHT, 2.4 METERS (8.0 FT) SOUTH OF AN EAST WEST
 AZ0493'CHAIN LINK FENCE, 3.3 METERS (10.9 FT) SOUTHEAST OF THE NORTHWEST
 AZ0493'CORNER FENCE POST, 14.2 METERS (46.5 FT) EAST OF A CONCRETE HIGHWAY
 AZ0493'RIGHT OF WAY MARKER.  NOTE, ROD IS CEMENTED TO ROCK AT BOTTOM OF HOLE.
 AZ0493'THE MARK IS 2.44 METERS  SSW FROM A WITNESS POST.
 AZ0493'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AZ0493
 AZ0493                          STATION RECOVERY (1982)
 AZ0493
 AZ0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0493'RECOVERED IN GOOD CONDITION.
 AZ0493
 AZ0493                          STATION RECOVERY (1982)
 AZ0493
 AZ0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0493'RECOVERED IN GOOD CONDITION.
 AZ0493
 AZ0493                          STATION RECOVERY (1996)
 AZ0493
 AZ0493'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0899 ***********************************************************************
 CA0899  DESIGNATION -  Y 1440
 CA0899  PID         -  CA0899
 CA0899  STATE/COUNTY-  TX/MCCULLOCH
 CA0899  USGS QUAD   -  BRADY SOUTH (1987)
 CA0899
 CA0899                         *CURRENT SURVEY CONTROL
 CA0899  ___________________________________________________________________
 CA0899* NAD 83(1986)-  31 06 28.     (N)    099 20 00.     (W)     SCALED    
 CA0899* NAVD 88     -       523.003  (meters)    1715.89   (feet)  ADJUSTED  
 CA0899  ___________________________________________________________________
 CA0899  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CA0899  DYNAMIC HT  -         522.301 (meters)    1713.58  (feet)  COMP
 CA0899  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 CA0899
 CA0899  VERT ORDER  -  FIRST     CLASS II
 CA0899
 CA0899.The horizontal coordinates were scaled from a topographic map and have
 CA0899.an estimated accuracy of +/- 6 seconds.
 CA0899
 CA0899.The orthometric height was determined by differential leveling
 CA0899.and adjusted by the National Geodetic Survey in June 1991..
 CA0899
 CA0899.The geoid height was determined by GEOID03.
 CA0899
 CA0899.The dynamic height is computed by dividing the NAVD 88
 CA0899.geopotential number by the normal gravity value computed on the
 CA0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0899.degrees latitude (g = 980.6199 gals.).
 CA0899
 CA0899.The modeled gravity was interpolated from observed gravity values.
 CA0899
 CA0899;                    North         East    Units  Estimated Accuracy
 CA0899;SPC TX C     - 3,160,180.      795,380.      MT  (+/- 180 meters Scaled)
 CA0899
 CA0899                          SUPERSEDED SURVEY CONTROL
 CA0899
 CA0899.No superseded survey control is available for this station.
 CA0899
 CA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV682415(NAD 83)
 CA0899_MARKER: I = METAL ROD
 CA0899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0899_SP_SET: STAINLESS STEEL ROD
 CA0899_STAMPING: Y 1440 1982
 CA0899_MARK LOGO: NGS   
 CA0899_PROJECTION: FLUSH
 CA0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0899_ROD/PIPE-DEPTH: 3.6  meters
 CA0899
 CA0899  HISTORY     - Date     Condition        Report By
 CA0899  HISTORY     - 1982     MONUMENTED       NGS
 CA0899  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CA0899
 CA0899                          STATION DESCRIPTION
 CA0899
 CA0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0899'3.1 KM (1.95 MI) SE FROM BRADY.
 CA0899'3.1 KM (1.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 CA0899'IN BRADY, 0.7 KM (0.45 MI) SOUTH SOUTHEAST OF JUNCTION OF STATE
 CA0899'HIGHWAY 190 WEST AND U.S. HIGHWAY 87, SET NEAR A 2 CHANNEL CULVERT AT
 CA0899'RIGHT-OF-WAY FENCE, BETWEEN TWO BRACED FENCE POSTS, 24.6 METERS
 CA0899'(81.0 FT) WEST SOUTHWEST OF CENTERLINE OF SOUTHBOUND LANES OF
 CA0899'HIGHWAY, 17.9 METERS (59.0 FT) SOUTHWEST OF CENTER OF SOUTHWEST
 CA0899'HEADWALL OF A 2 CHANNEL CONCRETE CULVERT AND 0.3 METER (1.0 FT) EAST
 CA0899'NORTHEAST OF A RIGHT-OF-WAY FENCE, NOTE, ROD DRIVEN TO REFUSAL.
 CA0899'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CA0899'THE MARK IS 0.6 M BELOW HIGHWAY.
 CA0899
 CA0899                          STATION RECOVERY (1999)
 CA0899
 CA0899'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0559 ***********************************************************************
 BN0559  DESIGNATION -  Y 1441
 BN0559  PID         -  BN0559
 BN0559  STATE/COUNTY-  TX/MASON
 BN0559  USGS QUAD   -  MASON (1979)
 BN0559
 BN0559                         *CURRENT SURVEY CONTROL
 BN0559  ___________________________________________________________________
 BN0559* NAD 83(1986)-  30 42 11.     (N)    099 10 55.     (W)     SCALED    
 BN0559* NAVD 88     -       424.938  (meters)    1394.15   (feet)  ADJUSTED  
 BN0559  ___________________________________________________________________
 BN0559  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 BN0559  DYNAMIC HT  -         424.363 (meters)    1392.26  (feet)  COMP
 BN0559  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 BN0559
 BN0559  VERT ORDER  -  FIRST     CLASS II
 BN0559
 BN0559.The horizontal coordinates were scaled from a topographic map and have
 BN0559.an estimated accuracy of +/- 6 seconds.
 BN0559
 BN0559.The orthometric height was determined by differential leveling
 BN0559.and adjusted by the National Geodetic Survey in June 1991..
 BN0559
 BN0559.The geoid height was determined by GEOID03.
 BN0559
 BN0559.The dynamic height is computed by dividing the NAVD 88
 BN0559.geopotential number by the normal gravity value computed on the
 BN0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0559.degrees latitude (g = 980.6199 gals.).
 BN0559
 BN0559.The modeled gravity was interpolated from observed gravity values.
 BN0559
 BN0559;                    North         East    Units  Estimated Accuracy
 BN0559;SPC TX C     - 3,115,460.      810,290.      MT  (+/- 180 meters Scaled)
 BN0559
 BN0559                          SUPERSEDED SURVEY CONTROL
 BN0559
 BN0559.No superseded survey control is available for this station.
 BN0559
 BN0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU825967(NAD 83)
 BN0559_MARKER: I = METAL ROD
 BN0559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0559_SP_SET: STAINLESS STEEL ROD
 BN0559_STAMPING: Y 1441 1982
 BN0559_MARK LOGO: NGS   
 BN0559_PROJECTION: FLUSH
 BN0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0559+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0559_ROD/PIPE-DEPTH: 4.2  meters
 BN0559
 BN0559  HISTORY     - Date     Condition        Report By
 BN0559  HISTORY     - 1982     MONUMENTED       NGS
 BN0559  HISTORY     - 19910618 GOOD             USPSQD
 BN0559  HISTORY     - 19960212 GOOD             USPSQD
 BN0559  HISTORY     - 20041005 GOOD             USPSQD
 BN0559  HISTORY     - 20051123 GOOD             USPSQD
 BN0559
 BN0559                          STATION DESCRIPTION
 BN0559
 BN0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0559'7.15 KM (4.45 MI) SE FROM MASON.
 BN0559'7.15 KM (4.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0559'IN MASON, SET AT A PRIVATE DRIVEWAY LEADING TO A RANCH HOUSE,
 BN0559'19.2 METERS (63.0 FT) NORTH NORTHEAST OF THE CENTERLINE OF THE
 BN0559'HIGHWAY, 9.7 METERS (32.0 FT) WEST NORTHWEST OF THE CENTER OF A
 BN0559'PRIVATE DRIVEWAY, 8.8 METERS (29.0 FT) NORTH NORTHWEST OF THE WEST END
 BN0559'OF THE CENTER OF A CONCRETE PIPE CULVERT UNDER THE DRIVEWAY, 0.6 METER
 BN0559'(2.0 FT) WEST OF A CORNER FENCE POST INSET, AND 0.4 METER (1.5 FT)
 BN0559'SOUTH SOUTHWEST OF RIGHT-OF-WAY FENCE, NOTE, ROD DRIVEN TO REFUSAL.
 BN0559'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BN0559'THE MARK IS 0.3 M ABOVE HIGHWAY.
 BN0559
 BN0559                          STATION RECOVERY (1991)
 BN0559
 BN0559'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0559'RECOVERED IN GOOD CONDITION.
 BN0559
 BN0559                          STATION RECOVERY (1996)
 BN0559
 BN0559'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0559'RECOVERED IN GOOD CONDITION.
 BN0559
 BN0559                          STATION RECOVERY (2004)
 BN0559
 BN0559'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0559'RECOVERED IN GOOD CONDITION.
 BN0559
 BN0559                          STATION RECOVERY (2005)
 BN0559
 BN0559'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0559'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0721 ***********************************************************************
 CB0721  DESIGNATION -  Y 1442
 CB0721  PID         -  CB0721
 CB0721  STATE/COUNTY-  TX/IRION
 CB0721  USGS QUAD   -  SUGGS (1971)
 CB0721
 CB0721                         *CURRENT SURVEY CONTROL
 CB0721  ___________________________________________________________________
 CB0721* NAD 83(1986)-  31 07 20.     (N)    101 00 42.     (W)     SCALED    
 CB0721* NAVD 88     -       737.660  (meters)    2420.14   (feet)  ADJUSTED  
 CB0721  ___________________________________________________________________
 CB0721  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CB0721  DYNAMIC HT  -         736.604 (meters)    2416.68  (feet)  COMP
 CB0721  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 CB0721
 CB0721  VERT ORDER  -  FIRST     CLASS II
 CB0721
 CB0721.The horizontal coordinates were scaled from a topographic map and have
 CB0721.an estimated accuracy of +/- 6 seconds.
 CB0721
 CB0721.The orthometric height was determined by differential leveling
 CB0721.and adjusted by the National Geodetic Survey in June 1991..
 CB0721
 CB0721.The geoid height was determined by GEOID03.
 CB0721
 CB0721.The dynamic height is computed by dividing the NAVD 88
 CB0721.geopotential number by the normal gravity value computed on the
 CB0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0721.degrees latitude (g = 980.6199 gals.).
 CB0721
 CB0721.The modeled gravity was interpolated from observed gravity values.
 CB0721
 CB0721;                    North         East    Units  Estimated Accuracy
 CB0721;SPC TX C     - 3,161,550.      635,310.      MT  (+/- 180 meters Scaled)
 CB0721
 CB0721                          SUPERSEDED SURVEY CONTROL
 CB0721
 CB0721.No superseded survey control is available for this station.
 CB0721
 CB0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV081448(NAD 83)
 CB0721_MARKER: I = METAL ROD
 CB0721_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0721_SP_SET: STAINLESS STEEL ROD
 CB0721_STAMPING: Y 1442 1981
 CB0721_MARK LOGO: NGS   
 CB0721_PROJECTION: FLUSH
 CB0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0721+STABILITY: POSITION/ELEVATION WELL
 CB0721_ROD/PIPE-DEPTH: 7.3  meters
 CB0721
 CB0721  HISTORY     - Date     Condition        Report By
 CB0721  HISTORY     - 1981     MONUMENTED       NGS
 CB0721
 CB0721                          STATION DESCRIPTION
 CB0721
 CB0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0721'26.0 KM (16.2 MI) SW FROM MERTZON.
 CB0721'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0721'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0721'67, THENCE 15.0 KM (9.3 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0721'AND SANTA FE RAILROAD, 12.7 METERS (41.7 FT) NORTH OF THE NEAR RAIL,
 CB0721'10.0 METERS (32.8 FT) SOUTH OF THE CENTER OF A DIRT ROAD AND 1.9
 CB0721'METERS (6.2 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CB0721'POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0721'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0470 ***********************************************************************
 AZ0470  DESIGNATION -  Y 1443
 AZ0470  PID         -  AZ0470
 AZ0470  STATE/COUNTY-  TX/VAL VERDE
 AZ0470  USGS QUAD   -  MIERS RANCH (1972)
 AZ0470
 AZ0470                         *CURRENT SURVEY CONTROL
 AZ0470  ___________________________________________________________________
 AZ0470* NAD 83(1986)-  29 43 40.     (N)    100 47 44.     (W)     SCALED    
 AZ0470* NAVD 88     -       550.715  (meters)    1806.80   (feet)  ADJUSTED  
 AZ0470  ___________________________________________________________________
 AZ0470  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 AZ0470  DYNAMIC HT  -         549.899 (meters)    1804.13  (feet)  COMP
 AZ0470  MODELED GRAV-     979,143.7   (mgal)                       NAVD 88
 AZ0470
 AZ0470  VERT ORDER  -  FIRST     CLASS II
 AZ0470
 AZ0470.The horizontal coordinates were scaled from a topographic map and have
 AZ0470.an estimated accuracy of +/- 6 seconds.
 AZ0470
 AZ0470.The orthometric height was determined by differential leveling
 AZ0470.and adjusted by the National Geodetic Survey in June 1991..
 AZ0470
 AZ0470.The geoid height was determined by GEOID03.
 AZ0470
 AZ0470.The dynamic height is computed by dividing the NAVD 88
 AZ0470.geopotential number by the normal gravity value computed on the
 AZ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0470.degrees latitude (g = 980.6199 gals.).
 AZ0470
 AZ0470.The modeled gravity was interpolated from observed gravity values.
 AZ0470
 AZ0470;                    North         East    Units  Estimated Accuracy
 AZ0470;SPC TXSC     - 4,211,290.      426,310.      MT  (+/- 180 meters Scaled)
 AZ0470
 AZ0470                          SUPERSEDED SURVEY CONTROL
 AZ0470
 AZ0470.No superseded survey control is available for this station.
 AZ0470
 AZ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT263899(NAD 83)
 AZ0470_MARKER: DB = BENCH MARK DISK
 AZ0470_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0470_SP_SET: ROCK OUTCROP
 AZ0470_STAMPING: Y 1443 1981
 AZ0470_MARK LOGO: NGS   
 AZ0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0470+STABILITY: POSITION/ELEVATION WELL
 AZ0470
 AZ0470  HISTORY     - Date     Condition        Report By
 AZ0470  HISTORY     - 1981     MONUMENTED       NGS
 AZ0470  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0470
 AZ0470                          STATION DESCRIPTION
 AZ0470
 AZ0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0470'38.4 KM (23.9 MI) NORTH FROM DEL RIO.
 AZ0470'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0470'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE 2.7
 AZ0470'KM (1.7 MI) NORTHEAST ALONG U.S. HIGHWAY 377, 0.3 KM (0.2 MI) WEST OF
 AZ0470'A FIELD ENTRANCE ROAD LEADING NORTH, IN A 2 BY 8 FT EXPOSED AREA OF
 AZ0470'OUTCROPPING BEDROCK AND 44.8 METERS (147.0 FT) SOUTH OF THE CENTERLINE
 AZ0470'OF THE HIGHWAY.
 AZ0470'THE MARK IS 34.3 METERS  S FROM  A WITNESS POST AND FENCE
 AZ0470'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 AZ0470
 AZ0470                          STATION RECOVERY (1999)
 AZ0470
 AZ0470'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0407 ***********************************************************************
 BO0407  DESIGNATION -  Y 1444
 BO0407  PID         -  BO0407
 BO0407  STATE/COUNTY-  TX/EDWARDS
 BO0407  USGS QUAD   -  RAY LAKE SE (1987)
 BO0407
 BO0407                         *CURRENT SURVEY CONTROL
 BO0407  ___________________________________________________________________
 BO0407* NAD 83(1986)-  30 00 18.     (N)    100 20 27.     (W)     SCALED    
 BO0407* NAVD 88     -       661.090  (meters)    2168.93   (feet)  ADJUSTED  
 BO0407  ___________________________________________________________________
 BO0407  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 BO0407  DYNAMIC HT  -         660.106 (meters)    2165.70  (feet)  COMP
 BO0407  MODELED GRAV-     979,131.5   (mgal)                       NAVD 88
 BO0407
 BO0407  VERT ORDER  -  FIRST     CLASS II
 BO0407
 BO0407.The horizontal coordinates were scaled from a topographic map and have
 BO0407.an estimated accuracy of +/- 6 seconds.
 BO0407
 BO0407.The orthometric height was determined by differential leveling
 BO0407.and adjusted by the National Geodetic Survey in June 1991..
 BO0407
 BO0407.The geoid height was determined by GEOID03.
 BO0407
 BO0407.The dynamic height is computed by dividing the NAVD 88
 BO0407.geopotential number by the normal gravity value computed on the
 BO0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0407.degrees latitude (g = 980.6199 gals.).
 BO0407
 BO0407.The modeled gravity was interpolated from observed gravity values.
 BO0407
 BO0407;                    North         East    Units  Estimated Accuracy
 BO0407;SPC TXSC     - 4,241,430.      470,650.      MT  (+/- 180 meters Scaled)
 BO0407
 BO0407                          SUPERSEDED SURVEY CONTROL
 BO0407
 BO0407.No superseded survey control is available for this station.
 BO0407
 BO0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU706200(NAD 83)
 BO0407_MARKER: DB = BENCH MARK DISK
 BO0407_SETTING: 66 = SET IN ROCK OUTCROP
 BO0407_SP_SET: ROCK OUTCROP
 BO0407_STAMPING: Y 1444 1981
 BO0407_MARK LOGO: NGS   
 BO0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0407+STABILITY: POSITION/ELEVATION WELL
 BO0407
 BO0407  HISTORY     - Date     Condition        Report By
 BO0407  HISTORY     - 1981     MONUMENTED       NGS
 BO0407
 BO0407                          STATION DESCRIPTION
 BO0407
 BO0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0407'13.6 KM (8.45 MI) SW FROM ROCKSPRINGS.
 BO0407'13.6 KM (8.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0407'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 4 BY 6 FT EXPOSED
 BO0407'AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) EAST-SOUTHEAST OF A
 BO0407'DRIVEWAY LEADING NORTHEAST, AT THE NORTHWEST END OF A SMALL CUT BANK,
 BO0407'12.3 METERS (40.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 BO0407'AND 6.2 METERS (20.3 FT) SOUTH-SOUTHWEST OF A FENCE.
 BO0407'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 BO0407'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0880 ***********************************************************************
 CA0880  DESIGNATION -  Y 1445
 CA0880  PID         -  CA0880
 CA0880  STATE/COUNTY-  TX/COLEMAN
 CA0880  USGS QUAD   -  COLEMAN (1987)
 CA0880
 CA0880                         *CURRENT SURVEY CONTROL
 CA0880  ___________________________________________________________________
 CA0880* NAD 83(1986)-  31 51 35.     (N)    099 26 37.     (W)     SCALED    
 CA0880* NAVD 88     -       540.670  (meters)    1773.85   (feet)  ADJUSTED  
 CA0880  ___________________________________________________________________
 CA0880  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CA0880  DYNAMIC HT  -         539.956 (meters)    1771.51  (feet)  COMP
 CA0880  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 CA0880
 CA0880  VERT ORDER  -  FIRST     CLASS II
 CA0880
 CA0880.The horizontal coordinates were scaled from a topographic map and have
 CA0880.an estimated accuracy of +/- 6 seconds.
 CA0880
 CA0880.The orthometric height was determined by differential leveling
 CA0880.and adjusted by the National Geodetic Survey in June 1991..
 CA0880
 CA0880.The geoid height was determined by GEOID03.
 CA0880
 CA0880.The dynamic height is computed by dividing the NAVD 88
 CA0880.geopotential number by the normal gravity value computed on the
 CA0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0880.degrees latitude (g = 980.6199 gals.).
 CA0880
 CA0880.The modeled gravity was interpolated from observed gravity values.
 CA0880
 CA0880;                    North         East    Units  Estimated Accuracy
 CA0880;SPC TX C     - 3,243,460.      784,200.      MT  (+/- 180 meters Scaled)
 CA0880
 CA0880                          SUPERSEDED SURVEY CONTROL
 CA0880
 CA0880.No superseded survey control is available for this station.
 CA0880
 CA0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA580249(NAD 83)
 CA0880_MARKER: DB = BENCH MARK DISK
 CA0880_SETTING: 66 = SET IN ROCK OUTCROP
 CA0880_SP_SET: ROCK OUTCROP
 CA0880_STAMPING: Y 1445 1982
 CA0880_MARK LOGO: NGS   
 CA0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0880+STABILITY: POSITION/ELEVATION WELL
 CA0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0880+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0880
 CA0880  HISTORY     - Date     Condition        Report By
 CA0880  HISTORY     - 1982     MONUMENTED       NGS
 CA0880  HISTORY     - 20060320 GOOD             USPSQD
 CA0880
 CA0880                          STATION DESCRIPTION
 CA0880
 CA0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0880'1.8 KM (1.1 MI) NW FROM COLEMAN.
 CA0880'1.8 KM (1.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CA0880'WITH U.S. HIGHWAY 283 AT THE NORTH EDGE OF COLEMAN, ACROSS THE HIGHWAY
 CA0880'FROM A ROADSIDE PARK, IN THE CENTER OF A 2 BY 6 FT EXPOSED AREA OF
 CA0880'OUTCROPPING BEDROCK, 14.4 METERS (47.2 FT) SOUTH-SOUTHWEST OF THE
 CA0880'CENTERLINE OF THE HIGHWAY AND 2.8 METERS (9.2 FT) NORTH-NORTHEAST OF A
 CA0880'FENCE.
 CA0880'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 CA0880'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 CA0880
 CA0880                          STATION RECOVERY (2006)
 CA0880
 CA0880'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0880'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0880' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0736 ***********************************************************************
 CB0736  DESIGNATION -  Y 1446
 CB0736  PID         -  CB0736
 CB0736  STATE/COUNTY-  TX/IRION
 CB0736  USGS QUAD   -  MERTZON (1987)
 CB0736
 CB0736                         *CURRENT SURVEY CONTROL
 CB0736  ___________________________________________________________________
 CB0736* NAD 83(1986)-  31 19 30.     (N)    100 45 52.     (W)     SCALED    
 CB0736* NAVD 88     -       640.144  (meters)    2100.21   (feet)  ADJUSTED  
 CB0736  ___________________________________________________________________
 CB0736  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CB0736  DYNAMIC HT  -         639.254 (meters)    2097.29  (feet)  COMP
 CB0736  MODELED GRAV-     979,228.5   (mgal)                       NAVD 88
 CB0736
 CB0736  VERT ORDER  -  FIRST     CLASS II
 CB0736
 CB0736.The horizontal coordinates were scaled from a topographic map and have
 CB0736.an estimated accuracy of +/- 6 seconds.
 CB0736
 CB0736.The orthometric height was determined by differential leveling
 CB0736.and adjusted by the National Geodetic Survey in June 1991..
 CB0736
 CB0736.The geoid height was determined by GEOID03.
 CB0736
 CB0736.The dynamic height is computed by dividing the NAVD 88
 CB0736.geopotential number by the normal gravity value computed on the
 CB0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0736.degrees latitude (g = 980.6199 gals.).
 CB0736
 CB0736.The modeled gravity was interpolated from observed gravity values.
 CB0736
 CB0736;                    North         East    Units  Estimated Accuracy
 CB0736;SPC TX C     - 3,183,920.      658,970.      MT  (+/- 180 meters Scaled)
 CB0736
 CB0736                          SUPERSEDED SURVEY CONTROL
 CB0736
 CB0736.No superseded survey control is available for this station.
 CB0736
 CB0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV321669(NAD 83)
 CB0736_MARKER: I = METAL ROD
 CB0736_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0736+WITH SETTING: INFORMATION.
 CB0736_SP_SET: SHALLOW SET METAL ROD
 CB0736_STAMPING: Y 1446 1981
 CB0736_MARK LOGO: NGS   
 CB0736_PROJECTION: FLUSH
 CB0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0736_ROD/PIPE-DEPTH: 2.4  meters
 CB0736
 CB0736  HISTORY     - Date     Condition        Report By
 CB0736  HISTORY     - 1981     MONUMENTED       NGS
 CB0736
 CB0736                          STATION DESCRIPTION
 CB0736
 CB0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0736'9.6 KM (5.95 MI) NE FROM MERTZON.
 CB0736'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0736'MERTZON, THENCE 9.5 KM (5.9 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 67,
 CB0736'0.1 KM (0.05 MI) SOUTHWEST OF A GRAVELED ROAD LEADING SOUTHEAST, 0.3
 CB0736'KM (0.2 MI) NORTHEAST OF RAILROAD MILEPOST 740, 18.1 METERS (59.4 FT)
 CB0736'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.6 METERS (38.1 FT)
 CB0736'NORTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CB0736'RAILROAD AND 1.1 METERS (3.6 FT) SOUTHEAST OF A UTILITY POLE.
 CB0736'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0736'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CB0736'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0491 ***********************************************************************
 BN0491  DESIGNATION -  Y 1447
 BN0491  PID         -  BN0491
 BN0491  STATE/COUNTY-  TX/MCCULLOCH
 BN0491  USGS QUAD   -  ROBBERS ROOST (1970)
 BN0491
 BN0491                         *CURRENT SURVEY CONTROL
 BN0491  ___________________________________________________________________
 BN0491* NAD 83(1986)-  30 59 16.     (N)    099 35 25.     (W)     SCALED    
 BN0491* NAVD 88     -       600.260  (meters)    1969.35   (feet)  ADJUSTED  
 BN0491  ___________________________________________________________________
 BN0491  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 BN0491  DYNAMIC HT  -         599.433 (meters)    1966.64  (feet)  COMP
 BN0491  MODELED GRAV-     979,243.8   (mgal)                       NAVD 88
 BN0491
 BN0491  VERT ORDER  -  FIRST     CLASS II
 BN0491
 BN0491.The horizontal coordinates were scaled from a topographic map and have
 BN0491.an estimated accuracy of +/- 6 seconds.
 BN0491
 BN0491.The orthometric height was determined by differential leveling
 BN0491.and adjusted by the National Geodetic Survey in June 1991..
 BN0491
 BN0491.The geoid height was determined by GEOID03.
 BN0491
 BN0491.The dynamic height is computed by dividing the NAVD 88
 BN0491.geopotential number by the normal gravity value computed on the
 BN0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0491.degrees latitude (g = 980.6199 gals.).
 BN0491
 BN0491.The modeled gravity was interpolated from observed gravity values.
 BN0491
 BN0491;                    North         East    Units  Estimated Accuracy
 BN0491;SPC TX C     - 3,146,690.      770,970.      MT  (+/- 180 meters Scaled)
 BN0491
 BN0491                          SUPERSEDED SURVEY CONTROL
 BN0491
 BN0491.No superseded survey control is available for this station.
 BN0491
 BN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV436283(NAD 83)
 BN0491_MARKER: DB = BENCH MARK DISK
 BN0491_SETTING: 66 = SET IN ROCK OUTCROP
 BN0491_SP_SET: ROCK OUTCROP
 BN0491_STAMPING: Y 1447 1981
 BN0491_MARK LOGO: NGS   
 BN0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0491+STABILITY: POSITION/ELEVATION WELL
 BN0491
 BN0491  HISTORY     - Date     Condition        Report By
 BN0491  HISTORY     - 1981     MONUMENTED       NGS
 BN0491  HISTORY     - 19970709 GOOD             USPSQD
 BN0491
 BN0491                          STATION DESCRIPTION
 BN0491
 BN0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0491'19.5 KM (12.1 MI) NE FROM MENARD.
 BN0491'19.5 KM (12.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0491'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, 0.1 KM
 BN0491'(0.05 MI) NORTHEAST OF A FIELD ENTRANCE, 18.6 METERS (61.0 FT)
 BN0491'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.3 METER (1.0
 BN0491'FT) BELOW THE SURFACE OF THE GROUND.  NOTE=THE DISK IS SET IN BEDROCK
 BN0491'15-INCHES BELOW THE GROUND SURFACE, ACCESS TO WHICH IS THROUGH A
 BN0491'5-INCH LOGO CAP.
 BN0491'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST AND FENCE
 BN0491'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 BN0491
 BN0491                          STATION RECOVERY (1997)
 BN0491
 BN0491'RECOVERY NOTE BY US POWER SQUADRON 1997
 BN0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0469 ***********************************************************************
 BN0469  DESIGNATION -  Y 1448
 BN0469  PID         -  BN0469
 BN0469  STATE/COUNTY-  TX/MENARD
 BN0469  USGS QUAD   -  SPOON DRAW (1970)
 BN0469
 BN0469                         *CURRENT SURVEY CONTROL
 BN0469  ___________________________________________________________________
 BN0469* NAD 83(1986)-  30 50 28.     (N)    099 45 56.     (W)     SCALED    
 BN0469* NAVD 88     -       647.726  (meters)    2125.08   (feet)  ADJUSTED  
 BN0469  ___________________________________________________________________
 BN0469  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 BN0469  DYNAMIC HT  -         646.818 (meters)    2122.10  (feet)  COMP
 BN0469  MODELED GRAV-     979,217.0   (mgal)                       NAVD 88
 BN0469
 BN0469  VERT ORDER  -  FIRST     CLASS II
 BN0469
 BN0469.The horizontal coordinates were scaled from a topographic map and have
 BN0469.an estimated accuracy of +/- 6 seconds.
 BN0469
 BN0469.The orthometric height was determined by differential leveling
 BN0469.and adjusted by the National Geodetic Survey in June 1991..
 BN0469
 BN0469.The geoid height was determined by GEOID03.
 BN0469
 BN0469.The dynamic height is computed by dividing the NAVD 88
 BN0469.geopotential number by the normal gravity value computed on the
 BN0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0469.degrees latitude (g = 980.6199 gals.).
 BN0469
 BN0469.The modeled gravity was interpolated from observed gravity values.
 BN0469
 BN0469;                    North         East    Units  Estimated Accuracy
 BN0469;SPC TX C     - 3,130,330.      754,310.      MT  (+/- 180 meters Scaled)
 BN0469
 BN0469                          SUPERSEDED SURVEY CONTROL
 BN0469
 BN0469.No superseded survey control is available for this station.
 BN0469
 BN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV267122(NAD 83)
 BN0469_MARKER: I = METAL ROD
 BN0469_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0469+WITH SETTING: INFORMATION.
 BN0469_SP_SET: SHALLOW SET METAL ROD
 BN0469_STAMPING: Y 1448 1981
 BN0469_MARK LOGO: NGS   
 BN0469_PROJECTION: FLUSH
 BN0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0469_ROD/PIPE-DEPTH: 1.2  meters
 BN0469
 BN0469  HISTORY     - Date     Condition        Report By
 BN0469  HISTORY     - 1981     MONUMENTED       NGS
 BN0469  HISTORY     - 1991     GOOD             USPSQD
 BN0469  HISTORY     - 19960806 GOOD             USPSQD
 BN0469
 BN0469                          STATION DESCRIPTION
 BN0469
 BN0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0469'11.8 KM (7.35 MI) SOUTH FROM MENARD.
 BN0469'11.8 KM (7.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0469'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, 0.1 KM (0.05 MI)
 BN0469'SOUTH OF A GRAVELED ROAD LEADING EAST, 14.6 METERS (47.9 FT) WEST OF
 BN0469'THE CENTERLINE OF THE HIGHWAY AND 1.6 METERS (5.2 FT) SOUTH OF A
 BN0469'UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE
 BN0469'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0469'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 BN0469'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BN0469
 BN0469                          STATION RECOVERY (1991)
 BN0469
 BN0469'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0469'RECOVERED IN GOOD CONDITION.
 BN0469
 BN0469                          STATION RECOVERY (1996)
 BN0469
 BN0469'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0441 ***********************************************************************
 BN0441  DESIGNATION -  Y 1449
 BN0441  PID         -  BN0441
 BN0441  STATE/COUNTY-  TX/KIMBLE
 BN0441  USGS QUAD   -  ELM SLOUGH (1987)
 BN0441
 BN0441                         *CURRENT SURVEY CONTROL
 BN0441  ___________________________________________________________________
 BN0441* NAD 83(1986)-  30 30 51.     (N)    099 46 13.     (W)     SCALED    
 BN0441* NAVD 88     -       524.236  (meters)    1719.93   (feet)  ADJUSTED  
 BN0441  ___________________________________________________________________
 BN0441  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BN0441  DYNAMIC HT  -         523.496 (meters)    1717.50  (feet)  COMP
 BN0441  MODELED GRAV-     979,212.7   (mgal)                       NAVD 88
 BN0441
 BN0441  VERT ORDER  -  FIRST     CLASS II
 BN0441
 BN0441.The horizontal coordinates were scaled from a topographic map and have
 BN0441.an estimated accuracy of +/- 6 seconds.
 BN0441
 BN0441.The orthometric height was determined by differential leveling
 BN0441.and adjusted by the National Geodetic Survey in June 1991..
 BN0441
 BN0441.The geoid height was determined by GEOID03.
 BN0441
 BN0441.The dynamic height is computed by dividing the NAVD 88
 BN0441.geopotential number by the normal gravity value computed on the
 BN0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0441.degrees latitude (g = 980.6199 gals.).
 BN0441
 BN0441.The modeled gravity was interpolated from observed gravity values.
 BN0441
 BN0441;                    North         East    Units  Estimated Accuracy
 BN0441;SPC TX C     - 3,094,090.      754,040.      MT  (+/- 180 meters Scaled)
 BN0441
 BN0441                          SUPERSEDED SURVEY CONTROL
 BN0441
 BN0441.No superseded survey control is available for this station.
 BN0441
 BN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU260760(NAD 83)
 BN0441_MARKER: I = METAL ROD
 BN0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0441_SP_SET: STAINLESS STEEL ROD
 BN0441_STAMPING: Y 1449 1982
 BN0441_MARK LOGO: NGS   
 BN0441_PROJECTION: FLUSH
 BN0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0441_ROD/PIPE-DEPTH: 4.3  meters
 BN0441
 BN0441  HISTORY     - Date     Condition        Report By
 BN0441  HISTORY     - 1982     MONUMENTED       NGS
 BN0441  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0441  HISTORY     - 19950805 GOOD             USPSQD
 BN0441
 BN0441                          STATION DESCRIPTION
 BN0441
 BN0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0441'3.5 KM (2.2 MI) NORTH FROM JUNCTION.
 BN0441'3.5 KM (2.2 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH
 BN0441'U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, AT A PAVED ROAD
 BN0441'LEADING TO THE KIMBLE COUNTY AIRPORT, 21.0 METERS (68.9 FT) SOUTH OF
 BN0441'THE CENTER OF THE EXTENDED CENTERLINE OF THE PAVED ROAD, 12.3 METERS
 BN0441'(40.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 7.3 METERS (24.0 FT)
 BN0441'SOUTH OF THE EAST END OF A BILL BOARD AND 2.2 METERS (7.2 FT)
 BN0441'NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 BN0441'THROUGH A 5-INCH LOGO CAP.
 BN0441'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 BN0441'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0441
 BN0441                          STATION RECOVERY (1991)
 BN0441
 BN0441'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0441'MARK NOT FOUND.
 BN0441
 BN0441                          STATION RECOVERY (1995)
 BN0441
 BN0441'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0240 ***********************************************************************
 CD0240  DESIGNATION -  Y 145
 CD0240  PID         -  CD0240
 CD0240  STATE/COUNTY-  TX/CULBERSON
 CD0240  USGS QUAD   -  NUTT RANCH (1964)
 CD0240
 CD0240                         *CURRENT SURVEY CONTROL
 CD0240  ___________________________________________________________________
 CD0240* NAD 83(1986)-  31 09 58.     (N)    104 50 33.     (W)     SCALED    
 CD0240* NAVD 88     -      1320.245  (meters)    4331.50   (feet)  ADJUSTED  
 CD0240  ___________________________________________________________________
 CD0240  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD0240  DYNAMIC HT  -        1318.160 (meters)    4324.66  (feet)  COMP
 CD0240  MODELED GRAV-     979,014.7   (mgal)                       NAVD 88
 CD0240
 CD0240  VERT ORDER  -  SECOND    CLASS 0
 CD0240
 CD0240.The horizontal coordinates were scaled from a topographic map and have
 CD0240.an estimated accuracy of +/- 6 seconds.
 CD0240
 CD0240.The orthometric height was determined by differential leveling
 CD0240.and adjusted by the National Geodetic Survey in June 1991..
 CD0240
 CD0240.The geoid height was determined by GEOID03.
 CD0240
 CD0240.The dynamic height is computed by dividing the NAVD 88
 CD0240.geopotential number by the normal gravity value computed on the
 CD0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0240.degrees latitude (g = 980.6199 gals.).
 CD0240
 CD0240.The modeled gravity was interpolated from observed gravity values.
 CD0240
 CD0240;                    North         East    Units  Estimated Accuracy
 CD0240;SPC TX C     - 3,174,930.      270,270.      MT  (+/- 180 meters Scaled)
 CD0240
 CD0240                          SUPERSEDED SURVEY CONTROL
 CD0240
 CD0240  NGVD 29 (??/??/92) 1319.714  (m)         4329.76   (f) ADJ UNCH    2 0
 CD0240
 CD0240.Superseded values are not recommended for survey control.
 CD0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0240.See file dsdata.txt to determine how the superseded data were derived.
 CD0240
 CD0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ150480(NAD 83)
 CD0240_MARKER: DB = BENCH MARK DISK
 CD0240_SETTING: 66 = SET IN ROCK OUTCROP
 CD0240_SP_SET: ROCK CLIFF
 CD0240_STAMPING: Y 145 1939
 CD0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0240+STABILITY: POSITION/ELEVATION WELL
 CD0240
 CD0240  HISTORY     - Date     Condition        Report By
 CD0240  HISTORY     - 1939     MONUMENTED       CGS
 CD0240  HISTORY     - 1958     GOOD             NGS
 CD0240
 CD0240                          STATION DESCRIPTION
 CD0240
 CD0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0240'10.2 MI N FROM VAN HORN.
 CD0240'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0240'STATION AT VAN HORN, THENCE ABOUT 10.05 MILES NORTH ALONG STATE
 CD0240'HIGHWAY 54.  IN THE TOP OF THE NORTHEAST EDGE OF THE NORTHWEST END OF
 CD0240'A CONCRETE SLAB OF A FORD ON THE OLD HIGHWAY, 114 FEET NORTHEAST OF
 CD0240'THE CENTER LINE OF THE HIGHWAY, 118 FEET NORTH-NORTHEAST OF THE NORTH
 CD0240'CORNER OF A CONCRETE BRIDGE OVER A CREEK, 6 FEET SOUTHWEST OF THE
 CD0240'SOUTHWEST WALL OF A ROCK CLIFF, AND ABOUT 8 FEET BELOW THE LEVEL OF
 CD0240'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0824 ***********************************************************************
 CT0824  DESIGNATION -  Y 1450
 CT0824  PID         -  CT0824
 CT0824  STATE/COUNTY-  TX/TAYLOR
 CT0824  USGS QUAD   -  TUSCOLA (1967)
 CT0824
 CT0824                         *CURRENT SURVEY CONTROL
 CT0824  ___________________________________________________________________
 CT0824* NAD 83(1986)-  32 12 03.     (N)    099 45 03.     (W)     SCALED    
 CT0824* NAVD 88     -       598.239  (meters)    1962.72   (feet)  ADJUSTED  
 CT0824  ___________________________________________________________________
 CT0824  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CT0824  DYNAMIC HT  -         597.455 (meters)    1960.15  (feet)  COMP
 CT0824  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 CT0824
 CT0824  VERT ORDER  -  FIRST     CLASS II
 CT0824
 CT0824.The horizontal coordinates were scaled from a topographic map and have
 CT0824.an estimated accuracy of +/- 6 seconds.
 CT0824
 CT0824.The orthometric height was determined by differential leveling
 CT0824.and adjusted by the National Geodetic Survey in June 1991..
 CT0824
 CT0824.The geoid height was determined by GEOID03.
 CT0824
 CT0824.The dynamic height is computed by dividing the NAVD 88
 CT0824.geopotential number by the normal gravity value computed on the
 CT0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0824.degrees latitude (g = 980.6199 gals.).
 CT0824
 CT0824.The modeled gravity was interpolated from observed gravity values.
 CT0824
 CT0824;                    North         East    Units  Estimated Accuracy
 CT0824;SPC TXNC     - 2,059,940.      482,070.      MT  (+/- 180 meters Scaled)
 CT0824
 CT0824                          SUPERSEDED SURVEY CONTROL
 CT0824
 CT0824.No superseded survey control is available for this station.
 CT0824
 CT0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA292629(NAD 83)
 CT0824_MARKER: I = METAL ROD
 CT0824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0824_SP_SET: STAINLESS STEEL ROD
 CT0824_STAMPING: Y 1450 1982
 CT0824_MARK LOGO: NGS   
 CT0824_PROJECTION: FLUSH
 CT0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0824_ROD/PIPE-DEPTH: 7.3  meters
 CT0824
 CT0824  HISTORY     - Date     Condition        Report By
 CT0824  HISTORY     - 1982     MONUMENTED       NGS
 CT0824  HISTORY     - 19940619 GOOD             USPSQD
 CT0824
 CT0824                          STATION DESCRIPTION
 CT0824
 CT0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0824'7.4 KM (4.6 MI) NW FROM LAWN.
 CT0824'7.4 KM (4.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0824'WITH FARM ROAD 604 IN LAWN, 0.3 KM (0.2 MI) SOUTH OF FARM ROAD 613,
 CT0824'18.1 METERS (59.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 2.3
 CT0824'METERS (7.5 FT) NORTH-NORTHWEST OF A T-FENCE CORNER.  NOTE=ACCESS TO
 CT0824'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0824'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CT0824'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0824
 CT0824                          STATION RECOVERY (1994)
 CT0824
 CT0824'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0679 ***********************************************************************
 CC0679  DESIGNATION -  Y 1451
 CC0679  PID         -  CC0679
 CC0679  STATE/COUNTY-  TX/ECTOR
 CC0679  USGS QUAD   -  ODESSA SE (1981)
 CC0679
 CC0679                         *CURRENT SURVEY CONTROL
 CC0679  ___________________________________________________________________
 CC0679* NAD 83(1986)-  31 52 25.     (N)    102 18 38.     (W)     SCALED    
 CC0679* NAVD 88     -       877.492  (meters)    2878.91   (feet)  ADJUSTED  
 CC0679  ___________________________________________________________________
 CC0679  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CC0679  DYNAMIC HT  -         876.247 (meters)    2874.82  (feet)  COMP
 CC0679  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 CC0679
 CC0679  VERT ORDER  -  FIRST     CLASS II
 CC0679
 CC0679.The horizontal coordinates were scaled from a topographic map and have
 CC0679.an estimated accuracy of +/- 6 seconds.
 CC0679
 CC0679.The orthometric height was determined by differential leveling
 CC0679.and adjusted by the National Geodetic Survey in June 1991..
 CC0679
 CC0679.The geoid height was determined by GEOID03.
 CC0679
 CC0679.The dynamic height is computed by dividing the NAVD 88
 CC0679.geopotential number by the normal gravity value computed on the
 CC0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0679.degrees latitude (g = 980.6199 gals.).
 CC0679
 CC0679.The modeled gravity was interpolated from observed gravity values.
 CC0679
 CC0679;                    North         East    Units  Estimated Accuracy
 CC0679;SPC TX C     - 3,246,330.      512,920.      MT  (+/- 180 meters Scaled)
 CC0679
 CC0679                          SUPERSEDED SURVEY CONTROL
 CC0679
 CC0679.No superseded survey control is available for this station.
 CC0679
 CC0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR544295(NAD 83)
 CC0679_MARKER: DV = VERTICAL CONTROL DISK
 CC0679_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0679_SP_SET: PIER
 CC0679_STAMPING: Y 1451 1982
 CC0679_MARK LOGO: NGS   
 CC0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CC0679+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1996
 CC0679
 CC0679  HISTORY     - Date     Condition        Report By
 CC0679  HISTORY     - 1982     MONUMENTED       NGS
 CC0679  HISTORY     - 19961111 GOOD             NGS
 CC0679
 CC0679                          STATION DESCRIPTION
 CC0679
 CC0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0679'6.4 KM (4.0 MI) NE FROM ODESSA.
 CC0679'6.4 KM (4.0 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0679'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, SET VERTICALLY IN
 CC0679'THE NORTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 6 PIERS OF THE
 CC0679'SOUTHEAST BOUND OVERPASS OF STATE HIGHWAY LOOP 338, 27.6 METERS (90.6
 CC0679'FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S.
 CC0679'HIGHWAY 80 AND 4.0 METERS (13.1 FT) WEST-NORTHWEST OF THE NEAR RAIL.
 CC0679'THE MARK IS 1.3 M ABOVE THE GROUND.
 CC0679
 CC0679                          STATION RECOVERY (1996)
 CC0679
 CC0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CC0679'IN ODESSA, AT THE INTERSECTION OF U.S.  HIGHWAY 80 AND LOOP 338, SET
 CC0679'VERTICALLY IN THE NORTHWEST FACE OF THE MOST SOUTHWESTERLY OF 3
 CC0679'CONCRETE COLUMNS OF THE 3RD PIER NORTHWEST OF THE SOUTHEAST ABUTMENT
 CC0679'OF THE EASTBOUND LOOP OVERPASS OF THE HIGHWAY, 27.6 M (90.6 FT)
 CC0679'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 4.9
 CC0679'M (16.1 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE LOOP,
 CC0679'4.0 M (13.1 FT) NORTHWEST OF THE NEAR RAIL OF THE TEXAS PACIFIC
 CC0679'RAILROAD, AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0810 ***********************************************************************
 CU0810  DESIGNATION -  Y 1452
 CU0810  PID         -  CU0810
 CU0810  STATE/COUNTY-  TX/HOWARD
 CU0810  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0810
 CU0810                         *CURRENT SURVEY CONTROL
 CU0810  ___________________________________________________________________
 CU0810* NAD 83(1986)-  32 11 40.     (N)    101 37 38.     (W)     SCALED    
 CU0810* NAVD 88     -       753.235  (meters)    2471.24   (feet)  ADJUSTED  
 CU0810  ___________________________________________________________________
 CU0810  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 CU0810  DYNAMIC HT  -         752.200 (meters)    2467.84  (feet)  COMP
 CU0810  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 CU0810
 CU0810  VERT ORDER  -  FIRST     CLASS II
 CU0810
 CU0810.The horizontal coordinates were scaled from a topographic map and have
 CU0810.an estimated accuracy of +/- 6 seconds.
 CU0810
 CU0810.The orthometric height was determined by differential leveling
 CU0810.and adjusted by the National Geodetic Survey in June 1991..
 CU0810
 CU0810.The geoid height was determined by GEOID03.
 CU0810
 CU0810.The dynamic height is computed by dividing the NAVD 88
 CU0810.geopotential number by the normal gravity value computed on the
 CU0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0810.degrees latitude (g = 980.6199 gals.).
 CU0810
 CU0810.The modeled gravity was interpolated from observed gravity values.
 CU0810
 CU0810;                    North         East    Units  Estimated Accuracy
 CU0810;SPC TXNC     - 2,062,920.      305,170.      MT  (+/- 180 meters Scaled)
 CU0810
 CU0810                          SUPERSEDED SURVEY CONTROL
 CU0810
 CU0810.No superseded survey control is available for this station.
 CU0810
 CU0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA523650(NAD 83)
 CU0810_MARKER: I = METAL ROD
 CU0810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0810_SP_SET: STAINLESS STEEL ROD
 CU0810_STAMPING: Y 1452 1982
 CU0810_MARK LOGO: NGS   
 CU0810_PROJECTION: FLUSH
 CU0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0810_ROD/PIPE-DEPTH: 4.9  meters
 CU0810
 CU0810  HISTORY     - Date     Condition        Report By
 CU0810  HISTORY     - 1982     MONUMENTED       NGS
 CU0810
 CU0810                          STATION DESCRIPTION
 CU0810
 CU0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0810'16.0 KM (9.95 MI) SW FROM BIG SPRING.
 CU0810'16.0 KM (9.95 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0810'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, 0.3 KM (0.2 MI) SOUTHWEST
 CU0810'OF THE CENTER OF A ROADSIDE PARK, 32.0 METERS (105.0 FT) SOUTHEAST OF
 CU0810'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 8.0 METERS
 CU0810'(26.2 FT) SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD AND 6.0 METERS
 CU0810'(19.7 FT) SOUTHWEST OF A CHAIN LINK FENCE CORNER.  NOTE=ACCESS TO THE
 CU0810'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0810'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 CU0810'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0783 ***********************************************************************
 CU0783  DESIGNATION -  Y 1453
 CU0783  PID         -  CU0783
 CU0783  STATE/COUNTY-  TX/HOWARD
 CU0783  USGS QUAD   -  IATAN (1978)
 CU0783
 CU0783                         *CURRENT SURVEY CONTROL
 CU0783  ___________________________________________________________________
 CU0783* NAD 83(1986)-  32 18 16.     (N)    101 14 16.     (W)     SCALED    
 CU0783* NAVD 88     -       704.428  (meters)    2311.11   (feet)  ADJUSTED  
 CU0783  ___________________________________________________________________
 CU0783  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CU0783  DYNAMIC HT  -         703.476 (meters)    2307.99  (feet)  COMP
 CU0783  MODELED GRAV-     979,264.8   (mgal)                       NAVD 88
 CU0783
 CU0783  VERT ORDER  -  FIRST     CLASS II
 CU0783
 CU0783.The horizontal coordinates were scaled from a topographic map and have
 CU0783.an estimated accuracy of +/- 6 seconds.
 CU0783
 CU0783.The orthometric height was determined by differential leveling
 CU0783.and adjusted by the National Geodetic Survey in June 1991..
 CU0783
 CU0783.The geoid height was determined by GEOID03.
 CU0783
 CU0783.The dynamic height is computed by dividing the NAVD 88
 CU0783.geopotential number by the normal gravity value computed on the
 CU0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0783.degrees latitude (g = 980.6199 gals.).
 CU0783
 CU0783.The modeled gravity was interpolated from observed gravity values.
 CU0783
 CU0783;                    North         East    Units  Estimated Accuracy
 CU0783;SPC TXNC     - 2,074,080.      342,200.      MT  (+/- 180 meters Scaled)
 CU0783
 CU0783                          SUPERSEDED SURVEY CONTROL
 CU0783
 CU0783.No superseded survey control is available for this station.
 CU0783
 CU0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA893763(NAD 83)
 CU0783_MARKER: DB = BENCH MARK DISK
 CU0783_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0783_SP_SET: PIER
 CU0783_STAMPING: Y 1453 1982
 CU0783_MARK LOGO: NGS   
 CU0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0783+STABILITY: POSITION/ELEVATION WELL
 CU0783
 CU0783  HISTORY     - Date     Condition        Report By
 CU0783  HISTORY     - 1982     MONUMENTED       NGS
 CU0783
 CU0783                          STATION DESCRIPTION
 CU0783
 CU0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0783'25.0 KM (15.55 MI) NE FROM BIG SPRING.
 CU0783'25.0 KM (15.55 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0783'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0783'SOUTHWEST FACE OF THE MOST SOUTHEASTERLY 1 OF 4 PIERS OF THE FARM ROAD
 CU0783'821 (EXIT 194) OVERPASS AND 6.3 METERS (20.7 FT) EAST-NORTHEAST OF THE
 CU0783'CENTER OF THE ROAD.
 CU0783'THE MARK IS 1.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0810 ***********************************************************************
 CA0810  DESIGNATION -  Y 1454
 CA0810  PID         -  CA0810
 CA0810  STATE/COUNTY-  TX/MCCULLOCH
 CA0810  USGS QUAD   -  BRADY NORTH (1987)
 CA0810
 CA0810                         *CURRENT SURVEY CONTROL
 CA0810  ___________________________________________________________________
 CA0810* NAD 83(1986)-  31 13 01.     (N)    099 17 42.     (W)     SCALED    
 CA0810* NAVD 88     -       566.240  (meters)    1857.74   (feet)  ADJUSTED  
 CA0810  ___________________________________________________________________
 CA0810  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CA0810  DYNAMIC HT  -         565.475 (meters)    1855.23  (feet)  COMP
 CA0810  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 CA0810
 CA0810  VERT ORDER  -  FIRST     CLASS II
 CA0810
 CA0810.The horizontal coordinates were scaled from a topographic map and have
 CA0810.an estimated accuracy of +/- 6 seconds.
 CA0810
 CA0810.The orthometric height was determined by differential leveling
 CA0810.and adjusted by the National Geodetic Survey in June 1991..
 CA0810
 CA0810.The geoid height was determined by GEOID03.
 CA0810
 CA0810.The dynamic height is computed by dividing the NAVD 88
 CA0810.geopotential number by the normal gravity value computed on the
 CA0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0810.degrees latitude (g = 980.6199 gals.).
 CA0810
 CA0810.The modeled gravity was interpolated from observed gravity values.
 CA0810
 CA0810;                    North         East    Units  Estimated Accuracy
 CA0810;SPC TX C     - 3,172,320.      798,930.      MT  (+/- 180 meters Scaled)
 CA0810
 CA0810                          SUPERSEDED SURVEY CONTROL
 CA0810
 CA0810.No superseded survey control is available for this station.
 CA0810
 CA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV719536(NAD 83)
 CA0810_MARKER: DB = BENCH MARK DISK
 CA0810_SETTING: 66 = SET IN ROCK OUTCROP
 CA0810_SP_SET: ROCK OUTCROP
 CA0810_STAMPING: Y 1454 1982
 CA0810_MARK LOGO: NGS   
 CA0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0810+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0810
 CA0810  HISTORY     - Date     Condition        Report By
 CA0810  HISTORY     - 1982     MONUMENTED       NGS
 CA0810  HISTORY     - 19950826 GOOD             USPSQD
 CA0810  HISTORY     - 20060319 GOOD             USPSQD
 CA0810
 CA0810                          STATION DESCRIPTION
 CA0810
 CA0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0810'10.0 KM (6.2 MI) NE FROM BRADY.
 CA0810'10.0 KM (6.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0810'COURTHOUSE IN BRADY, 0.4 KM (0.25 MI) NORTHEAST OF FARM ROAD 1121
 CA0810'LEADING WEST, IN THE CENTER OF A 3 BY 4 FT EXPOSED AREA OF BEDROCK IN
 CA0810'THE CENTER OF A BAR DITCH, 23.2 METERS (76.1 FT) NORTHEAST OF A
 CA0810'UTILITY POLE AND 15.2 METERS (49.9 FT) WEST-NORTHWEST OF THE
 CA0810'CENTERLINE OF THE HIGHWAY.
 CA0810'THE MARK IS 4.1 METERS  ESE FROM  A WITNESS POST AND FENCE
 CA0810'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0810
 CA0810                          STATION RECOVERY (1995)
 CA0810
 CA0810'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0810'RECOVERED IN GOOD CONDITION.
 CA0810
 CA0810                          STATION RECOVERY (2006)
 CA0810
 CA0810'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0810'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0836 ***********************************************************************
 CA0836  DESIGNATION -  Y 1455
 CA0836  PID         -  CA0836
 CA0836  STATE/COUNTY-  TX/BROWN
 CA0836  USGS QUAD   -  BROOKESMITH (1978)
 CA0836
 CA0836                         *CURRENT SURVEY CONTROL
 CA0836  ___________________________________________________________________
 CA0836* NAD 83(1986)-  31 31 41.     (N)    099 06 10.     (W)     SCALED    
 CA0836* NAVD 88     -       407.806  (meters)    1337.94   (feet)  ADJUSTED  
 CA0836  ___________________________________________________________________
 CA0836  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 CA0836  DYNAMIC HT  -         407.267 (meters)    1336.18  (feet)  COMP
 CA0836  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 CA0836
 CA0836  VERT ORDER  -  FIRST     CLASS II
 CA0836
 CA0836.The horizontal coordinates were scaled from a topographic map and have
 CA0836.an estimated accuracy of +/- 6 seconds.
 CA0836
 CA0836.The orthometric height was determined by differential leveling
 CA0836.and adjusted by the National Geodetic Survey in June 1991..
 CA0836
 CA0836.The geoid height was determined by GEOID03.
 CA0836
 CA0836.The dynamic height is computed by dividing the NAVD 88
 CA0836.geopotential number by the normal gravity value computed on the
 CA0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0836.degrees latitude (g = 980.6199 gals.).
 CA0836
 CA0836.The modeled gravity was interpolated from observed gravity values.
 CA0836
 CA0836;                    North         East    Units  Estimated Accuracy
 CA0836;SPC TX C     - 3,206,990.      816,860.      MT  (+/- 180 meters Scaled)
 CA0836
 CA0836                          SUPERSEDED SURVEY CONTROL
 CA0836
 CA0836.No superseded survey control is available for this station.
 CA0836
 CA0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV902881(NAD 83)
 CA0836_MARKER: I = METAL ROD
 CA0836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0836_SP_SET: STAINLESS STEEL ROD
 CA0836_STAMPING: Y 1455 1982
 CA0836_MARK LOGO: NGS   
 CA0836_PROJECTION: FLUSH
 CA0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0836+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0836_ROD/PIPE-DEPTH: 4.0  meters
 CA0836
 CA0836  HISTORY     - Date     Condition        Report By
 CA0836  HISTORY     - 1982     MONUMENTED       NGS
 CA0836  HISTORY     - 20060319 GOOD             USPSQD
 CA0836
 CA0836                          STATION DESCRIPTION
 CA0836
 CA0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0836'25.4 KM (15.8 MI) SW FROM BROWNWOOD.
 CA0836'25.4 KM (15.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0836'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 79.2 METERS (259.8
 CA0836'FT) SOUTHWEST OF THE EXTENDED CENTER OF FARM ROAD 586 AND 14.6 METERS
 CA0836'(47.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 CA0836'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0836'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CA0836'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0836
 CA0836                          STATION RECOVERY (2006)
 CA0836
 CA0836'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0836'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0860 ***********************************************************************
 CA0860  DESIGNATION -  Y 1456
 CA0860  PID         -  CA0860
 CA0860  STATE/COUNTY-  TX/BROWN
 CA0860  USGS QUAD   -  BANGS WEST (1987)
 CA0860
 CA0860                         *CURRENT SURVEY CONTROL
 CA0860  ___________________________________________________________________
 CA0860* NAD 83(1986)-  31 43 36.     (N)    099 09 51.     (W)     SCALED    
 CA0860* NAVD 88     -       490.618  (meters)    1609.64   (feet)  ADJUSTED  
 CA0860  ___________________________________________________________________
 CA0860  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CA0860  DYNAMIC HT  -         489.974 (meters)    1607.52  (feet)  COMP
 CA0860  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 CA0860
 CA0860  VERT ORDER  -  FIRST     CLASS II
 CA0860
 CA0860.The horizontal coordinates were scaled from a topographic map and have
 CA0860.an estimated accuracy of +/- 6 seconds.
 CA0860
 CA0860.The orthometric height was determined by differential leveling
 CA0860.and adjusted by the National Geodetic Survey in June 1991..
 CA0860
 CA0860.The geoid height was determined by GEOID03.
 CA0860
 CA0860.The dynamic height is computed by dividing the NAVD 88
 CA0860.geopotential number by the normal gravity value computed on the
 CA0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0860.degrees latitude (g = 980.6199 gals.).
 CA0860
 CA0860.The modeled gravity was interpolated from observed gravity values.
 CA0860
 CA0860;                    North         East    Units  Estimated Accuracy
 CA0860;SPC TX C     - 3,228,950.      810,800.      MT  (+/- 180 meters Scaled)
 CA0860
 CA0860                          SUPERSEDED SURVEY CONTROL
 CA0860
 CA0860.No superseded survey control is available for this station.
 CA0860
 CA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA844101(NAD 83)
 CA0860_MARKER: I = METAL ROD
 CA0860_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0860+WITH SETTING: INFORMATION.
 CA0860_SP_SET: SHALLOW SET METAL ROD
 CA0860_STAMPING: Y 1456 1982
 CA0860_MARK LOGO: NGS   
 CA0860_PROJECTION: FLUSH
 CA0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0860+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0860_ROD/PIPE-DEPTH: 2.7  meters
 CA0860
 CA0860  HISTORY     - Date     Condition        Report By
 CA0860  HISTORY     - 1982     MONUMENTED       NGS
 CA0860  HISTORY     - 20060320 GOOD             USPSQD
 CA0860
 CA0860                          STATION DESCRIPTION
 CA0860
 CA0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0860'18.1 KM (11.25 MI) WEST FROM BROWNWOOD.
 CA0860'18.1 KM (11.25 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0860'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, 51.8 METERS (169.9 FT)
 CA0860'WEST OF THE CENTER OF A PRIVATE ROAD LEADING NORTH, 21.5 METERS (70.5
 CA0860'FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CA0860'17.4 METERS (57.1 FT) NORTHWEST OF THE CENTER OF THE NORTH END OF A 36
 CA0860'INCH CORRUGATED PIPE CULVERT AND 1.6 METERS (5.2 FT) EAST OF A UTILITY
 CA0860'POLE.  NOTE=REFUSAL WAS REACHED AT 9.0 FT. ACCESS TO THE DATUM POINT
 CA0860'IS THROUGH A 5-INCH LOGO CAP.
 CA0860'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CA0860'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0860
 CA0860                          STATION RECOVERY (2006)
 CA0860
 CA0860'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0860'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0851 ***********************************************************************
 CT0851  DESIGNATION -  Y 1457
 CT0851  PID         -  CT0851
 CT0851  STATE/COUNTY-  TX/TAYLOR
 CT0851  USGS QUAD   -  ABILENE WEST (1987)
 CT0851
 CT0851                         *CURRENT SURVEY CONTROL
 CT0851  ___________________________________________________________________
 CT0851* NAD 83(1986)-  32 27 10.     (N)    099 47 11.     (W)     SCALED    
 CT0851* NAVD 88     -       525.885  (meters)    1725.34   (feet)  ADJUSTED  
 CT0851  ___________________________________________________________________
 CT0851  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CT0851  DYNAMIC HT  -         525.204 (meters)    1723.11  (feet)  COMP
 CT0851  MODELED GRAV-     979,327.5   (mgal)                       NAVD 88
 CT0851
 CT0851  VERT ORDER  -  FIRST     CLASS II
 CT0851
 CT0851.The horizontal coordinates were scaled from a topographic map and have
 CT0851.an estimated accuracy of +/- 6 seconds.
 CT0851
 CT0851.The orthometric height was determined by differential leveling
 CT0851.and adjusted by the National Geodetic Survey in June 1991..
 CT0851
 CT0851.The geoid height was determined by GEOID03.
 CT0851
 CT0851.The dynamic height is computed by dividing the NAVD 88
 CT0851.geopotential number by the normal gravity value computed on the
 CT0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0851.degrees latitude (g = 980.6199 gals.).
 CT0851
 CT0851.The modeled gravity was interpolated from observed gravity values.
 CT0851
 CT0851;                    North         East    Units  Estimated Accuracy
 CT0851;SPC TXNC     - 2,087,910.      479,060.      MT  (+/- 180 meters Scaled)
 CT0851
 CT0851                          SUPERSEDED SURVEY CONTROL
 CT0851
 CT0851.No superseded survey control is available for this station.
 CT0851
 CT0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA260908(NAD 83)
 CT0851_MARKER: DB = BENCH MARK DISK
 CT0851_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0851_SP_SET: PIER
 CT0851_STAMPING: Y 1457 1982
 CT0851_MARK LOGO: NGS   
 CT0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0851+STABILITY: POSITION/ELEVATION WELL
 CT0851
 CT0851  HISTORY     - Date     Condition        Report By
 CT0851  HISTORY     - 1982     MONUMENTED       NGS
 CT0851  HISTORY     - 1983     GOOD             NGS
 CT0851  HISTORY     - 19940803 GOOD             USPSQD
 CT0851  HISTORY     - 20011013 GOOD             USPSQD
 CT0851
 CT0851                          STATION DESCRIPTION
 CT0851
 CT0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0851'4.8 KM (3.0 MI) WEST FROM ABILENE.
 CT0851'4.8 KM (3.0 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0851'STATION IN ABILENE, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 CT0851'WESTERLY ONE OF SIX PIERS OF THE U.S. HIGHWAYS 83 AND 277 OVERPASS,
 CT0851'12.4 METERS (40.7 FT) NORTH OF THE NEAR RAIL AND 10.2 METERS (33.5 FT)
 CT0851'SOUTH OF THE CENTERLINE OF NORTH FIRST STREET.
 CT0851'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CT0851
 CT0851                          STATION RECOVERY (1983)
 CT0851
 CT0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0851'RECOVERED IN GOOD CONDITION.
 CT0851
 CT0851                          STATION RECOVERY (1994)
 CT0851
 CT0851'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0851'RECOVERED IN GOOD CONDITION.
 CT0851
 CT0851                          STATION RECOVERY (2001)
 CT0851
 CT0851'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0750 ***********************************************************************
 CU0750  DESIGNATION -  Y 1458
 CU0750  PID         -  CU0750
 CU0750  STATE/COUNTY-  TX/NOLAN
 CU0750  USGS QUAD   -  SWEETWATER (1987)
 CU0750
 CU0750                         *CURRENT SURVEY CONTROL
 CU0750  ___________________________________________________________________
 CU0750* NAD 83(1986)-  32 27 20.     (N)    100 26 05.     (W)     SCALED    
 CU0750* NAVD 88     -       690.257  (meters)    2264.62   (feet)  ADJUSTED  
 CU0750  ___________________________________________________________________
 CU0750  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CU0750  DYNAMIC HT  -         689.337 (meters)    2261.60  (feet)  COMP
 CU0750  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 CU0750
 CU0750  VERT ORDER  -  FIRST     CLASS II
 CU0750
 CU0750.The horizontal coordinates were scaled from a topographic map and have
 CU0750.an estimated accuracy of +/- 6 seconds.
 CU0750
 CU0750.The orthometric height was determined by differential leveling
 CU0750.and adjusted by the National Geodetic Survey in June 1991..
 CU0750
 CU0750.The geoid height was determined by GEOID03.
 CU0750
 CU0750.The dynamic height is computed by dividing the NAVD 88
 CU0750.geopotential number by the normal gravity value computed on the
 CU0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0750.degrees latitude (g = 980.6199 gals.).
 CU0750
 CU0750.The modeled gravity was interpolated from observed gravity values.
 CU0750
 CU0750;                    North         East    Units  Estimated Accuracy
 CU0750;SPC TXNC     - 2,089,160.      418,120.      MT  (+/- 180 meters Scaled)
 CU0750
 CU0750                          SUPERSEDED SURVEY CONTROL
 CU0750
 CU0750.No superseded survey control is available for this station.
 CU0750
 CU0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA651918(NAD 83)
 CU0750_MARKER: I = METAL ROD
 CU0750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0750_SP_SET: STAINLESS STEEL ROD
 CU0750_STAMPING: Y 1458 1982
 CU0750_MARK LOGO: NGS   
 CU0750_PROJECTION: FLUSH
 CU0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0750_ROD/PIPE-DEPTH: 6.1  meters
 CU0750
 CU0750  HISTORY     - Date     Condition        Report By
 CU0750  HISTORY     - 1982     MONUMENTED       NGS
 CU0750
 CU0750                          STATION DESCRIPTION
 CU0750
 CU0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0750'3.2 KM (2.0 MI) SW FROM SWEETWATER.
 CU0750'3.2 KM (2.0 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0750'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, 19.3 METERS
 CU0750'(63.3 FT) EAST OF THE CENTER OF A PAVED ROAD, 14.2 METERS (46.6 FT)
 CU0750'NORTH OF THE NEAR RAIL AND 2.1 METERS (6.9 FT) EAST OF THE MOST
 CU0750'NORTHERLY ONE OF TWO UTILITY POLES.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0750'THROUGH A 5-INCH LOGO CAP.
 CU0750'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CU0750'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0774 ***********************************************************************
 CU0774  DESIGNATION -  Y 1459
 CU0774  PID         -  CU0774
 CU0774  STATE/COUNTY-  TX/MITCHELL
 CU0774  USGS QUAD   -  WESTBROOK (1978)
 CU0774
 CU0774                         *CURRENT SURVEY CONTROL
 CU0774  ___________________________________________________________________
 CU0774* NAD 83(1986)-  32 21 04.     (N)    101 01 20.     (W)     SCALED    
 CU0774* NAVD 88     -       653.368  (meters)    2143.59   (feet)  ADJUSTED  
 CU0774  ___________________________________________________________________
 CU0774  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CU0774  DYNAMIC HT  -         652.493 (meters)    2140.72  (feet)  COMP
 CU0774  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 CU0774
 CU0774  VERT ORDER  -  FIRST     CLASS II
 CU0774
 CU0774.The horizontal coordinates were scaled from a topographic map and have
 CU0774.an estimated accuracy of +/- 6 seconds.
 CU0774
 CU0774.The orthometric height was determined by differential leveling
 CU0774.and adjusted by the National Geodetic Survey in June 1991..
 CU0774
 CU0774.The geoid height was determined by GEOID03.
 CU0774
 CU0774.The dynamic height is computed by dividing the NAVD 88
 CU0774.geopotential number by the normal gravity value computed on the
 CU0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0774.degrees latitude (g = 980.6199 gals.).
 CU0774
 CU0774.The modeled gravity was interpolated from observed gravity values.
 CU0774
 CU0774;                    North         East    Units  Estimated Accuracy
 CU0774;SPC TXNC     - 2,078,750.      362,620.      MT  (+/- 180 meters Scaled)
 CU0774
 CU0774                          SUPERSEDED SURVEY CONTROL
 CU0774
 CU0774.No superseded survey control is available for this station.
 CU0774
 CU0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA097811(NAD 83)
 CU0774_MARKER: DB = BENCH MARK DISK
 CU0774_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0774_SP_SET: PIER
 CU0774_STAMPING: Y 1459 1982
 CU0774_MARK LOGO: NGS   
 CU0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0774+STABILITY: POSITION/ELEVATION WELL
 CU0774
 CU0774  HISTORY     - Date     Condition        Report By
 CU0774  HISTORY     - 1982     MONUMENTED       NGS
 CU0774
 CU0774                          STATION DESCRIPTION
 CU0774
 CU0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0774'16.8 KM (10.45 MI) SW FROM COLORADO CITY.
 CU0774'16.8 KM (10.45 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0774'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, SET VERTICALLY IN
 CU0774'THE SOUTH FACE OF THE MOST SOUTHERLY 1 OF 4 PIERS OF THE WEST BOUND
 CU0774'LANES OF THE FARM ROAD 670 AND STATE HIGHWAY LOOP 333 OVERPASS AND 7.3
 CU0774'METERS (24.0 FT) WEST OF THE CENTERLINE OF THE ROAD.
 CU0774'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0093 ***********************************************************************
 CE0093  DESIGNATION -  Y 146
 CE0093  PID         -  CE0093
 CE0093  STATE/COUNTY-  TX/EL PASO
 CE0093  USGS QUAD   -  EL PASO (1997)
 CE0093
 CE0093                         *CURRENT SURVEY CONTROL
 CE0093  ___________________________________________________________________
 CE0093* NAD 83(1986)-  31 50 53.     (N)    106 23 42.     (W)     SCALED    
 CE0093* NAVD 88     -      1189.002  (meters)    3900.92   (feet)  POSTED    
 CE0093  ___________________________________________________________________
 CE0093  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0093  DYNAMIC HT  -        1187.190 (meters)    3894.97  (feet)  COMP
 CE0093  MODELED GRAV-     979,075.9   (mgal)                       NAVD 88
 CE0093
 CE0093  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0093
 CE0093.The horizontal coordinates were scaled from a topographic map and have
 CE0093.an estimated accuracy of +/- 6 seconds.
 CE0093
 CE0093.The orthometric height was determined by differential leveling
 CE0093.and adjusted by the National Geodetic Survey in 1992..
 CE0093.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0093.rate of 0.0 thru 1.0 mm/km.
 CE0093
 CE0093.The geoid height was determined by GEOID03.
 CE0093
 CE0093.The dynamic height is computed by dividing the NAVD 88
 CE0093.geopotential number by the normal gravity value computed on the
 CE0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0093.degrees latitude (g = 980.6199 gals.).
 CE0093
 CE0093.The modeled gravity was interpolated from observed gravity values.
 CE0093
 CE0093;                    North         East    Units  Estimated Accuracy
 CE0093;SPC TX C     - 3,257,460.      126,560.      MT  (+/- 180 meters Scaled)
 CE0093
 CE0093                          SUPERSEDED SURVEY CONTROL
 CE0093
 CE0093  NGVD 29 (??/??/92) 1188.464  (m)         3899.15   (f) ADJ UNCH    1 2
 CE0093
 CE0093.Superseded values are not recommended for survey control.
 CE0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0093.See file dsdata.txt to determine how the superseded data were derived.
 CE0093
 CE0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR680244(NAD 83)
 CE0093_MARKER: DB = BENCH MARK DISK
 CE0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0093_STAMPING: Y 146 1954
 CE0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0093+STABILITY: SURFACE MOTION
 CE0093
 CE0093  HISTORY     - Date     Condition        Report By
 CE0093  HISTORY     - 1954     MONUMENTED       CGS
 CE0093
 CE0093                          STATION DESCRIPTION
 CE0093
 CE0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0093'10.35 MI NE FROM EL PASO.
 CE0093'9.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0093'STATION AT EL PASO, THENCE 1.35 MILES SOUTHEAST ALONG A DIM TRACK
 CE0093'ROAD, 22 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 0.15 MILE
 CE0093'SOUTHWEST OF A LOOKOUT TOWER, 2.4 FEET NORTHWEST OF A FENCE, 3 FEET
 CE0093'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CE0093'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0851 ***********************************************************************
 CU0851  DESIGNATION -  Y 1460
 CU0851  PID         -  CU0851
 CU0851  STATE/COUNTY-  TX/SCURRY
 CU0851  USGS QUAD   -  HERMLEIGH (1979)
 CU0851
 CU0851                         *CURRENT SURVEY CONTROL
 CU0851  ___________________________________________________________________
 CU0851* NAD 83(1986)-  32 41 13.     (N)    100 51 05.     (W)     SCALED    
 CU0851* NAVD 88     -       711.012  (meters)    2332.71   (feet)  ADJUSTED  
 CU0851  ___________________________________________________________________
 CU0851  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CU0851  DYNAMIC HT  -         710.068 (meters)    2329.61  (feet)  COMP
 CU0851  MODELED GRAV-     979,287.4   (mgal)                       NAVD 88
 CU0851
 CU0851  VERT ORDER  -  FIRST     CLASS II
 CU0851
 CU0851.The horizontal coordinates were scaled from a topographic map and have
 CU0851.an estimated accuracy of +/- 6 seconds.
 CU0851
 CU0851.The orthometric height was determined by differential leveling
 CU0851.and adjusted by the National Geodetic Survey in June 1991..
 CU0851
 CU0851.The geoid height was determined by GEOID03.
 CU0851
 CU0851.The dynamic height is computed by dividing the NAVD 88
 CU0851.geopotential number by the normal gravity value computed on the
 CU0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0851.degrees latitude (g = 980.6199 gals.).
 CU0851
 CU0851.The modeled gravity was interpolated from observed gravity values.
 CU0851
 CU0851;                    North         East    Units  Estimated Accuracy
 CU0851;SPC TXNC     - 2,115,610.      379,520.      MT  (+/- 180 meters Scaled)
 CU0851
 CU0851                          SUPERSEDED SURVEY CONTROL
 CU0851
 CU0851.No superseded survey control is available for this station.
 CU0851
 CU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB264180(NAD 83)
 CU0851_MARKER: I = METAL ROD
 CU0851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0851_SP_SET: STAINLESS STEEL ROD
 CU0851_STAMPING: Y 1460 1982
 CU0851_MARK LOGO: NGS   
 CU0851_PROJECTION: FLUSH
 CU0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0851_ROD/PIPE-DEPTH: 4.3  meters
 CU0851
 CU0851  HISTORY     - Date     Condition        Report By
 CU0851  HISTORY     - 1982     MONUMENTED       NGS
 CU0851
 CU0851                          STATION DESCRIPTION
 CU0851
 CU0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0851'2.5 KM (1.55 MI) SE FROM SNYDER.
 CU0851'2.5 KM (1.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0851'JUNCTION WITH U.S. HIGHWAY 180 IN SNYDER, 29.5 METERS (96.8 FT)
 CU0851'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CU0851'HIGHWAY, 9.0 METERS (29.5 FT) SOUTHWEST OF THE CENTER OF A FRONTAGE
 CU0851'ROAD AND 0.7 METER (2.3 FT) EAST-SOUTHEAST OF A FENCE CORNER.
 CU0851'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0851'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST AND FENCE
 CU0851'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0834 ***********************************************************************
 CU0834  DESIGNATION -  Y 1461
 CU0834  PID         -  CU0834
 CU0834  STATE/COUNTY-  TX/SCURRY
 CU0834  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0834
 CU0834                         *CURRENT SURVEY CONTROL
 CU0834  ___________________________________________________________________
 CU0834* NAD 83(1986)-  32 54 04.     (N)    101 03 20.     (W)     SCALED    
 CU0834* NAVD 88     -       757.963  (meters)    2486.75   (feet)  ADJUSTED  
 CU0834  ___________________________________________________________________
 CU0834  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CU0834  DYNAMIC HT  -         756.978 (meters)    2483.52  (feet)  COMP
 CU0834  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 CU0834
 CU0834  VERT ORDER  -  FIRST     CLASS II
 CU0834
 CU0834.The horizontal coordinates were scaled from a topographic map and have
 CU0834.an estimated accuracy of +/- 6 seconds.
 CU0834
 CU0834.The orthometric height was determined by differential leveling
 CU0834.and adjusted by the National Geodetic Survey in June 1991..
 CU0834
 CU0834.The geoid height was determined by GEOID03.
 CU0834
 CU0834.The dynamic height is computed by dividing the NAVD 88
 CU0834.geopotential number by the normal gravity value computed on the
 CU0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0834.degrees latitude (g = 980.6199 gals.).
 CU0834
 CU0834.The modeled gravity was interpolated from observed gravity values.
 CU0834
 CU0834;                    North         East    Units  Estimated Accuracy
 CU0834;SPC TXNC     - 2,139,800.      360,960.      MT  (+/- 180 meters Scaled)
 CU0834
 CU0834                          SUPERSEDED SURVEY CONTROL
 CU0834
 CU0834.No superseded survey control is available for this station.
 CU0834
 CU0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB077421(NAD 83)
 CU0834_MARKER: I = METAL ROD
 CU0834_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0834+WITH SETTING: INFORMATION.
 CU0834_SP_SET: SHALLOW SET METAL ROD
 CU0834_STAMPING: Y 1461 1982
 CU0834_MARK LOGO: NGS   
 CU0834_PROJECTION: FLUSH
 CU0834_MAGNETIC: I = MARKER IS A STEEL ROD
 CU0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0834+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 CU0834_ROD/PIPE-DEPTH: 2.4  meters
 CU0834
 CU0834  HISTORY     - Date     Condition        Report By
 CU0834  HISTORY     - 1982     MONUMENTED       NGS
 CU0834  HISTORY     - 19971008 GOOD             NGS
 CU0834
 CU0834                          STATION DESCRIPTION
 CU0834
 CU0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0834'29.2 KM (18.05 MI) NW FROM SNYDER.
 CU0834'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0834'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0834'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0834'NORTH ALONG FARM ROAD 1611, THENCE 15.4 KM (9.55 MI) NORTHWESTERLY
 CU0834'ALONG U.S. HIGHWAY 84, 1.4 KM (0.85 MI) NORTH OF THE JUNCTION OF FARM
 CU0834'ROAD 612 AND 20.1 METERS (65.9 FT) EAST OF THE CENTERLINE OF THE
 CU0834'NORTHWEST BOUND LANES OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 8.0
 CU0834'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0834'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CU0834'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 CU0834
 CU0834                          STATION RECOVERY (1997)
 CU0834
 CU0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 CU0834'22.7 KM (14.10 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 CU0834'OF STATE HIGHWAY 208 IN SNYDER, 20.0 M (65.6 FT) EAST OF THE
 CU0834'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT)
 CU0834'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 CU0834'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CU0834'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0472 ***********************************************************************
 DP0472  DESIGNATION -  Y 1462
 DP0472  PID         -  DP0472
 DP0472  STATE/COUNTY-  TX/GARZA
 DP0472  USGS QUAD   -  COOPER CREEK (1969)
 DP0472
 DP0472                         *CURRENT SURVEY CONTROL
 DP0472  ___________________________________________________________________
 DP0472* NAD 83(1986)-  33 06 48.     (N)    101 16 23.     (W)     SCALED    
 DP0472* NAVD 88     -       739.706  (meters)    2426.85   (feet)  ADJUSTED  
 DP0472  ___________________________________________________________________
 DP0472  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 DP0472  DYNAMIC HT  -         738.772 (meters)    2423.79  (feet)  COMP
 DP0472  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 DP0472
 DP0472  VERT ORDER  -  FIRST     CLASS II
 DP0472
 DP0472.The horizontal coordinates were scaled from a topographic map and have
 DP0472.an estimated accuracy of +/- 6 seconds.
 DP0472
 DP0472.The orthometric height was determined by differential leveling
 DP0472.and adjusted by the National Geodetic Survey in June 1991..
 DP0472
 DP0472.The geoid height was determined by GEOID03.
 DP0472
 DP0472.The dynamic height is computed by dividing the NAVD 88
 DP0472.geopotential number by the normal gravity value computed on the
 DP0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0472.degrees latitude (g = 980.6199 gals.).
 DP0472
 DP0472.The modeled gravity was interpolated from observed gravity values.
 DP0472
 DP0472;                    North         East    Units  Estimated Accuracy
 DP0472;SPC TXNC     - 2,163,840.      341,240.      MT  (+/- 180 meters Scaled)
 DP0472
 DP0472                          SUPERSEDED SURVEY CONTROL
 DP0472
 DP0472.No superseded survey control is available for this station.
 DP0472
 DP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB879661(NAD 83)
 DP0472_MARKER: I = METAL ROD
 DP0472_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP0472+WITH SETTING: INFORMATION.
 DP0472_SP_SET: SHALLOW SET METAL ROD
 DP0472_STAMPING: Y 1462 1982
 DP0472_MARK LOGO: NGS   
 DP0472_PROJECTION: FLUSH
 DP0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0472_ROD/PIPE-DEPTH: 0.9  meters
 DP0472
 DP0472  HISTORY     - Date     Condition        Report By
 DP0472  HISTORY     - 1982     MONUMENTED       NGS
 DP0472
 DP0472                          STATION DESCRIPTION
 DP0472
 DP0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0472'13.6 KM (8.45 MI) SE FROM POST.
 DP0472'13.6 KM (8.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0472'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 0.9 KM (0.55
 DP0472'MI) NORTHWEST OF THE NORTHWEST ENTRANCE TO A REST AREA, 37.8 METERS
 DP0472'(124.0 FT) NORTHWEST OF THE NORTH END OF A GUARD RAIL AND 13.8 METERS
 DP0472'(45.3 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 DP0472'THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM
 DP0472'POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0472'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DP0472'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0439 ***********************************************************************
 DP0439  DESIGNATION -  Y 1463
 DP0439  PID         -  DP0439
 DP0439  STATE/COUNTY-  TX/LYNN
 DP0439  USGS QUAD   -  SLATON NE (1979)
 DP0439
 DP0439                         *CURRENT SURVEY CONTROL
 DP0439  ___________________________________________________________________
 DP0439* NAD 83(1986)-  33 23 01.     (N)    101 35 22.     (W)     SCALED    
 DP0439* NAVD 88     -       928.993  (meters)    3047.87   (feet)  ADJUSTED  
 DP0439  ___________________________________________________________________
 DP0439  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 DP0439  DYNAMIC HT  -         927.788 (meters)    3043.92  (feet)  COMP
 DP0439  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 DP0439
 DP0439  VERT ORDER  -  FIRST     CLASS II
 DP0439
 DP0439.The horizontal coordinates were scaled from a topographic map and have
 DP0439.an estimated accuracy of +/- 6 seconds.
 DP0439
 DP0439.The orthometric height was determined by differential leveling
 DP0439.and adjusted by the National Geodetic Survey in June 1991..
 DP0439
 DP0439.The geoid height was determined by GEOID03.
 DP0439
 DP0439.The dynamic height is computed by dividing the NAVD 88
 DP0439.geopotential number by the normal gravity value computed on the
 DP0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0439.degrees latitude (g = 980.6199 gals.).
 DP0439
 DP0439.The modeled gravity was interpolated from observed gravity values.
 DP0439
 DP0439;                    North         East    Units  Estimated Accuracy
 DP0439;SPC TXNC     - 2,194,620.      312,610.      MT  (+/- 180 meters Scaled)
 DP0439
 DP0439                          SUPERSEDED SURVEY CONTROL
 DP0439
 DP0439.No superseded survey control is available for this station.
 DP0439
 DP0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB591968(NAD 83)
 DP0439_MARKER: I = METAL ROD
 DP0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0439_SP_SET: STAINLESS STEEL ROD
 DP0439_STAMPING: Y 1463 1982
 DP0439_MARK LOGO: NGS   
 DP0439_PROJECTION: FLUSH
 DP0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0439+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0439_ROD/PIPE-DEPTH: 4.9  meters
 DP0439
 DP0439  HISTORY     - Date     Condition        Report By
 DP0439  HISTORY     - 1982     MONUMENTED       NGS
 DP0439  HISTORY     - 19890630 GOOD             NGS
 DP0439
 DP0439                          STATION DESCRIPTION
 DP0439
 DP0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0439'29.9 KM (18.55 MI) NW FROM POST.
 DP0439'29.9 KM (18.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0439'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 0.9 KM (0.55
 DP0439'MI) SOUTHEAST OF THE JUNCTION OF A GRAVELED ROAD, 17.0 METERS (55.8
 DP0439'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DP0439'HIGHWAY AND 1.0 METER (3.3 FT) NORTHWEST OF UTILITY POLE NUMBER 855.
 DP0439'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0439'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DP0439'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 DP0439
 DP0439                          STATION RECOVERY (1989)
 DP0439
 DP0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0439'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DP0439'DELETE--AND 1.0 M (3.3 FT) NORTHWEST OF UTILITY P0LE NUMBER 855.
 DP0439'ADD--68.6 M (225.1 FT) EAST OF UTILITY POLE NUMBER 9, AND 0.6 M
 DP0439'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0497 ***********************************************************************
 BN0497  DESIGNATION -  Y 1465
 BN0497  PID         -  BN0497
 BN0497  STATE/COUNTY-  TX/KENDALL
 BN0497  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0497
 BN0497                         *CURRENT SURVEY CONTROL
 BN0497  ___________________________________________________________________
 BN0497* NAD 83(1986)-  30 00 42.     (N)    098 54 18.     (W)     SCALED    
 BN0497* NAVD 88     -       466.976  (meters)    1532.07   (feet)  ADJUSTED  
 BN0497  ___________________________________________________________________
 BN0497  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 BN0497  DYNAMIC HT  -         466.314 (meters)    1529.90  (feet)  COMP
 BN0497  MODELED GRAV-     979,209.9   (mgal)                       NAVD 88
 BN0497
 BN0497  VERT ORDER  -  FIRST     CLASS II
 BN0497
 BN0497.The horizontal coordinates were scaled from a topographic map and have
 BN0497.an estimated accuracy of +/- 6 seconds.
 BN0497
 BN0497.The orthometric height was determined by differential leveling
 BN0497.and adjusted by the National Geodetic Survey in June 1991..
 BN0497
 BN0497.The geoid height was determined by GEOID03.
 BN0497
 BN0497.The dynamic height is computed by dividing the NAVD 88
 BN0497.geopotential number by the normal gravity value computed on the
 BN0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0497.degrees latitude (g = 980.6199 gals.).
 BN0497
 BN0497.The modeled gravity was interpolated from observed gravity values.
 BN0497
 BN0497;                    North         East    Units  Estimated Accuracy
 BN0497;SPC TXSC     - 4,241,430.      609,170.      MT  (+/- 180 meters Scaled)
 BN0497
 BN0497                          SUPERSEDED SURVEY CONTROL
 BN0497
 BN0497.No superseded survey control is available for this station.
 BN0497
 BN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU091200(NAD 83)
 BN0497_MARKER: I = METAL ROD
 BN0497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0497_SP_SET: STAINLESS STEEL ROD
 BN0497_STAMPING: Y 1465 1982
 BN0497_MARK LOGO: NGS   
 BN0497_PROJECTION: FLUSH
 BN0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0497+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0497_ROD/PIPE-DEPTH: 8.5  meters
 BN0497
 BN0497  HISTORY     - Date     Condition        Report By
 BN0497  HISTORY     - 1982     MONUMENTED       NGS
 BN0497  HISTORY     - 19940330 GOOD             USPSQD
 BN0497  HISTORY     - 20040325 GOOD             USPSQD
 BN0497  HISTORY     - 20051102 GOOD             USPSQD
 BN0497
 BN0497                          STATION DESCRIPTION
 BN0497
 BN0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0497'3.6 KM (2.25 MI) NORTH FROM COMFORT.
 BN0497'3.6 KM (2.25 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0497'INTERSTATE HIGHWAY 10 IN COMFORT, SET NEAR A METAL GATE AT A GRAVELED
 BN0497'ROAD LEADING WEST, ALSO ABOUT 0.25 KM (0.15 MI) SOUTH OF A HIGHWAY
 BN0497'BRIDGE OVER NORTH CREEK, 18.5 METERS (60.5 FT) WEST OF THE CENTERLINE
 BN0497'OF THE HIGHWAY, 9.2 METERS (30.2 FT) SOUTH OF THE CENTER OF THE GATE,
 BN0497'13.4 METERS (43.9 FT) SOUTH OF A TELEPHONE POLE, 0.3 METER (1.8 FT)
 BN0497'EAST OF THE FENCE LINE, 17.5 METERS (57.5 FT) SOUTHEAST OF A TELEPHONE
 BN0497'JUNCTION BOX.  NOTE, ROD DRIVING RATE ON LAST SECTION EXCEEDED 1
 BN0497'MINUTE PER FOOT.
 BN0497'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0497'THE MARK IS 0.3 M ABOVE HIGHWAY 87.
 BN0497
 BN0497                          STATION RECOVERY (1994)
 BN0497
 BN0497'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0497'RECOVERED IN GOOD CONDITION.
 BN0497
 BN0497                          STATION RECOVERY (2004)
 BN0497
 BN0497'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0497'RECOVERED IN GOOD CONDITION.
 BN0497
 BN0497                          STATION RECOVERY (2005)
 BN0497
 BN0497'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0524 ***********************************************************************
 BN0524  DESIGNATION -  Y 1466
 BN0524  PID         -  BN0524
 BN0524  STATE/COUNTY-  TX/GILLESPIE
 BN0524  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0524
 BN0524                         *CURRENT SURVEY CONTROL
 BN0524  ___________________________________________________________________
 BN0524* NAD 83(1986)-  30 18 32.     (N)    098 54 28.     (W)     SCALED    
 BN0524* NAVD 88     -       555.969  (meters)    1824.04   (feet)  ADJUSTED  
 BN0524  ___________________________________________________________________
 BN0524  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 BN0524  DYNAMIC HT  -         555.184 (meters)    1821.47  (feet)  COMP
 BN0524  MODELED GRAV-     979,211.9   (mgal)                       NAVD 88
 BN0524
 BN0524  VERT ORDER  -  FIRST     CLASS II
 BN0524
 BN0524.The horizontal coordinates were scaled from a topographic map and have
 BN0524.an estimated accuracy of +/- 6 seconds.
 BN0524
 BN0524.The orthometric height was determined by differential leveling
 BN0524.and adjusted by the National Geodetic Survey in June 1991..
 BN0524
 BN0524.The geoid height was determined by GEOID03.
 BN0524
 BN0524.The dynamic height is computed by dividing the NAVD 88
 BN0524.geopotential number by the normal gravity value computed on the
 BN0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0524.degrees latitude (g = 980.6199 gals.).
 BN0524
 BN0524.The modeled gravity was interpolated from observed gravity values.
 BN0524
 BN0524;                    North         East    Units  Estimated Accuracy
 BN0524;SPC TX C     - 3,072,070.      837,110.      MT  (+/- 180 meters Scaled)
 BN0524
 BN0524                          SUPERSEDED SURVEY CONTROL
 BN0524
 BN0524.No superseded survey control is available for this station.
 BN0524
 BN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU088530(NAD 83)
 BN0524_MARKER: I = METAL ROD
 BN0524_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0524_SP_SET: STAINLESS STEEL ROD
 BN0524_STAMPING: Y 1466 1982
 BN0524_MARK LOGO: NGS   
 BN0524_PROJECTION: FLUSH
 BN0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0524+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0524_ROD/PIPE-DEPTH: 4.5  meters
 BN0524
 BN0524  HISTORY     - Date     Condition        Report By
 BN0524  HISTORY     - 1982     MONUMENTED       NGS
 BN0524  HISTORY     - 19930721 GOOD             USPSQD
 BN0524  HISTORY     - 19960309 GOOD             USPSQD
 BN0524  HISTORY     - 20040325 GOOD             USPSQD
 BN0524  HISTORY     - 20051123 GOOD             USPSQD
 BN0524
 BN0524                          STATION DESCRIPTION
 BN0524
 BN0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0524'6.0 KM (3.7 MI) NW FROM FREDERICKSBURG.
 BN0524'6.0 KM (3.7 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0524'U.S. HIGHWAY 87 AND U.S. HIGHWAY 290 (WASHINGTON STREET), SET AT A
 BN0524'FENCE CORNER, 18.7 METERS (61.5 FT) WEST SOUTHWEST OF THE CENTERLINE
 BN0524'OF THE HIGHWAY, 18.0 METERS (59.5 FT) SOUTH SOUTHEAST OF A TELEPHONE
 BN0524'CABLE BOX NUMBER 18 AND TELEPHONE POLE, 10.9 METERS (36.0 FT) SOUTH
 BN0524'SOUTHEAST OF TELEPHONE CABLE BOX NUMBER 8, 0.6 METER (2.0 FT) NORTH OF
 BN0524'A 12 INCH BRACED WOODEN CORNER FENCE POST, AND 0.3 METER (1.0 FT)
 BN0524'NORTHEAST OF A FENCE, NOTE, ROD DRIVEN TO REFUSAL.
 BN0524'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0524'THE MARK IS 1.8 M BELOW HIGHWAY.
 BN0524
 BN0524                          STATION RECOVERY (1993)
 BN0524
 BN0524'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0524'RECOVERED IN GOOD CONDITION.
 BN0524
 BN0524                          STATION RECOVERY (1996)
 BN0524
 BN0524'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0524'RECOVERED IN GOOD CONDITION.
 BN0524
 BN0524                          STATION RECOVERY (2004)
 BN0524
 BN0524'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0524'RECOVERED IN GOOD CONDITION.
 BN0524
 BN0524                          STATION RECOVERY (2005)
 BN0524
 BN0524'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0524'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0556 ***********************************************************************
 BN0556  DESIGNATION -  Y 1467
 BN0556  PID         -  BN0556
 BN0556  STATE/COUNTY-  TX/MASON
 BN0556  USGS QUAD   -  MASON (1979)
 BN0556
 BN0556                         *CURRENT SURVEY CONTROL
 BN0556  ___________________________________________________________________
 BN0556* NAD 83(1986)-  30 40 53.     (N)    099 08 00.     (W)     SCALED    
 BN0556* NAVD 88     -       421.200  (meters)    1381.89   (feet)  ADJUSTED  
 BN0556  ___________________________________________________________________
 BN0556  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BN0556  DYNAMIC HT  -         420.634 (meters)    1380.03  (feet)  COMP
 BN0556  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 BN0556
 BN0556  VERT ORDER  -  FIRST     CLASS II
 BN0556
 BN0556.The horizontal coordinates were scaled from a topographic map and have
 BN0556.an estimated accuracy of +/- 6 seconds.
 BN0556
 BN0556.The orthometric height was determined by differential leveling
 BN0556.and adjusted by the National Geodetic Survey in June 1991..
 BN0556
 BN0556.The geoid height was determined by GEOID03.
 BN0556
 BN0556.The dynamic height is computed by dividing the NAVD 88
 BN0556.geopotential number by the normal gravity value computed on the
 BN0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0556.degrees latitude (g = 980.6199 gals.).
 BN0556
 BN0556.The modeled gravity was interpolated from observed gravity values.
 BN0556
 BN0556;                    North         East    Units  Estimated Accuracy
 BN0556;SPC TX C     - 3,113,110.      814,970.      MT  (+/- 180 meters Scaled)
 BN0556
 BN0556                          SUPERSEDED SURVEY CONTROL
 BN0556
 BN0556.No superseded survey control is available for this station.
 BN0556
 BN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU872943(NAD 83)
 BN0556_MARKER: DB = BENCH MARK DISK
 BN0556_SETTING: 66 = SET IN ROCK OUTCROP
 BN0556_SP_SET: ROCK OUTCROP
 BN0556_STAMPING: Y 1467 1982
 BN0556_MARK LOGO: NGS   
 BN0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0556+STABILITY: POSITION/ELEVATION WELL
 BN0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0556+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0556
 BN0556  HISTORY     - Date     Condition        Report By
 BN0556  HISTORY     - 1982     MONUMENTED       NGS
 BN0556  HISTORY     - 19910618 GOOD             USPSQD
 BN0556  HISTORY     - 19960212 GOOD             USPSQD
 BN0556  HISTORY     - 20041005 GOOD             USPSQD
 BN0556  HISTORY     - 20051123 GOOD             USPSQD
 BN0556
 BN0556                          STATION DESCRIPTION
 BN0556
 BN0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0556'12.4 KM (7.7 MI) SE FROM MASON.
 BN0556'12.4 KM (7.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0556'IN MASON, SET NEAR A 12 INCH OAK TREE IN THE RIGHT-OF-WAY, SET IN A 5
 BN0556'FOOT BY 2 FOOT PIECE OF SANDSTONE OUTCROP, 30.1 METERS (99.0 FT) SOUTH
 BN0556'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.7 METERS (22.0 FT) SOUTH
 BN0556'OF A 12 INCH OAK TREE, AND 3.0 METERS (10.0 FT) NORTH NORTHEAST OF A
 BN0556'RIGHT-OF-WAY FENCE, NOTE, FLUSH WITH GROUND.
 BN0556'THE MARK IS 3.0 METERS  NNE FROM  SIGN IN FENCE
 BN0556'THE MARK IS 3.0 M ABOVE HIGHWAY.
 BN0556
 BN0556                          STATION RECOVERY (1991)
 BN0556
 BN0556'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0556'RECOVERED IN GOOD CONDITION.
 BN0556
 BN0556                          STATION RECOVERY (1996)
 BN0556
 BN0556'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0556'RECOVERED IN GOOD CONDITION.
 BN0556
 BN0556                          STATION RECOVERY (2004)
 BN0556
 BN0556'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0556'RECOVERED IN GOOD CONDITION.
 BN0556
 BN0556                          STATION RECOVERY (2005)
 BN0556
 BN0556'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0556'FOUND IN GOOD CONDITION. THE OAK TREE IS STILL ONLY ABOUT 14 INCHES.
 BN0556'VERY SLOW GROWTH.  GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0416 ***********************************************************************
 DP0416  DESIGNATION -  Y 1468
 DP0416  PID         -  DP0416
 DP0416  STATE/COUNTY-  TX/LUBBOCK
 DP0416  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0416
 DP0416                         *CURRENT SURVEY CONTROL
 DP0416  ___________________________________________________________________
 DP0416* NAD 83(1986)-  33 36 38.     (N)    101 52 47.     (W)     SCALED    
 DP0416* NAVD 88     -       981.291  (meters)    3219.45   (feet)  ADJUSTED  
 DP0416  ___________________________________________________________________
 DP0416  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0416  DYNAMIC HT  -         980.019 (meters)    3215.28  (feet)  COMP
 DP0416  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 DP0416
 DP0416  VERT ORDER  -  FIRST     CLASS II
 DP0416
 DP0416.The horizontal coordinates were scaled from a topographic map and have
 DP0416.an estimated accuracy of +/- 6 seconds.
 DP0416
 DP0416.The orthometric height was determined by differential leveling
 DP0416.and adjusted by the National Geodetic Survey in June 1991..
 DP0416
 DP0416.The geoid height was determined by GEOID03.
 DP0416
 DP0416.The dynamic height is computed by dividing the NAVD 88
 DP0416.geopotential number by the normal gravity value computed on the
 DP0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0416.degrees latitude (g = 980.6199 gals.).
 DP0416
 DP0416.The modeled gravity was interpolated from observed gravity values.
 DP0416
 DP0416;                    North         East    Units  Estimated Accuracy
 DP0416;SPC TXNC     - 2,220,610.      286,430.      MT  (+/- 180 meters Scaled)
 DP0416
 DP0416                          SUPERSEDED SURVEY CONTROL
 DP0416
 DP0416.No superseded survey control is available for this station.
 DP0416
 DP0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC328226(NAD 83)
 DP0416_MARKER: I = METAL ROD
 DP0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0416_SP_SET: STAINLESS STEEL ROD
 DP0416_STAMPING: Y 1468 1982
 DP0416_MARK LOGO: NGS   
 DP0416_PROJECTION: FLUSH
 DP0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0416_ROD/PIPE-DEPTH: 7.3  meters
 DP0416
 DP0416  HISTORY     - Date     Condition        Report By
 DP0416  HISTORY     - 1982     MONUMENTED       NGS
 DP0416
 DP0416                          STATION DESCRIPTION
 DP0416
 DP0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0416'4.7 KM (2.9 MI) NW FROM LUBBOCK.
 DP0416'4.7 KM (2.9 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0416'RAILROAD STATION IN LUBBOCK, 0.2 KM (0.1 MI) SOUTHEAST OF THE PHILLIPS
 DP0416'PETROLEUM COMPANY LUBBOCK TERMINAL BUILDING, 5.4 METERS (17.7 FT)
 DP0416'NORTHEAST OF THE NEAR RAIL AND 1.1 METERS (3.6 FT) SOUTHEAST OF
 DP0416'UTILITY POLE NUMBER G.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 DP0416'5-INCH LOGO CAP.
 DP0416'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0416'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0654 ***********************************************************************
 DQ0654  DESIGNATION -  Y 1469
 DQ0654  PID         -  DQ0654
 DQ0654  STATE/COUNTY-  TX/LAMB
 DQ0654  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0654
 DQ0654                         *CURRENT SURVEY CONTROL
 DQ0654  ___________________________________________________________________
 DQ0654* NAD 83(1986)-  33 54 32.     (N)    102 20 41.     (W)     SCALED    
 DQ0654* NAVD 88     -      1089.167  (meters)    3573.38   (feet)  ADJUSTED  
 DQ0654  ___________________________________________________________________
 DQ0654  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 DQ0654  DYNAMIC HT  -        1087.755 (meters)    3568.74  (feet)  COMP
 DQ0654  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 DQ0654
 DQ0654  VERT ORDER  -  FIRST     CLASS II
 DQ0654
 DQ0654.The horizontal coordinates were scaled from a topographic map and have
 DQ0654.an estimated accuracy of +/- 6 seconds.
 DQ0654
 DQ0654.The orthometric height was determined by differential leveling
 DQ0654.and adjusted by the National Geodetic Survey in June 1991..
 DQ0654
 DQ0654.The geoid height was determined by GEOID03.
 DQ0654
 DQ0654.The dynamic height is computed by dividing the NAVD 88
 DQ0654.geopotential number by the normal gravity value computed on the
 DQ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0654.degrees latitude (g = 980.6199 gals.).
 DQ0654
 DQ0654.The modeled gravity was interpolated from observed gravity values.
 DQ0654
 DQ0654;                    North         East    Units  Estimated Accuracy
 DQ0654;SPC TXNC     - 2,255,160.      244,510.      MT  (+/- 180 meters Scaled)
 DQ0654
 DQ0654                          SUPERSEDED SURVEY CONTROL
 DQ0654
 DQ0654.No superseded survey control is available for this station.
 DQ0654
 DQ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT455552(NAD 83)
 DQ0654_MARKER: I = METAL ROD
 DQ0654_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0654_SP_SET: STAINLESS STEEL ROD
 DQ0654_STAMPING: Y 1469 1982
 DQ0654_MARK LOGO: NGS   
 DQ0654_PROJECTION: FLUSH
 DQ0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0654_ROD/PIPE-DEPTH: 6.1  meters
 DQ0654
 DQ0654  HISTORY     - Date     Condition        Report By
 DQ0654  HISTORY     - 1982     MONUMENTED       NGS
 DQ0654
 DQ0654                          STATION DESCRIPTION
 DQ0654
 DQ0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0654'1.8 KM (1.1 MI) NW FROM LITTLEFIELD.
 DQ0654'1.8 KM (1.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 DQ0654'WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 57.6 METERS (189.0 FT)
 DQ0654'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 15.0 METERS
 DQ0654'(49.2 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 DQ0654'THE HIGHWAY AND 1.4 METERS (4.6 FT) SOUTHWEST OF THE NORTHEAST LEG OF
 DQ0654'A HIGHWAY INFORMATION SIGN (385 LITTLEFIELD LEVELLAND EXIT 1 MILE).
 DQ0654'NOTE=ACCESS TO THE DATUM POINT THROUGH A 5-INCH LOGO CAP.
 DQ0654'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DQ0654'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1330 ***********************************************************************
 BY1330  DESIGNATION -  Y 147
 BY1330  PID         -  BY1330
 BY1330  STATE/COUNTY-  TX/CHEROKEE
 BY1330  USGS QUAD   -  ALTO (1973)
 BY1330
 BY1330                         *CURRENT SURVEY CONTROL
 BY1330  ___________________________________________________________________
 BY1330* NAD 83(1986)-  31 41 05.     (N)    095 05 57.     (W)     SCALED    
 BY1330* NAVD 88     -       112.59   (+/-2cm)     369.4    (feet)  VERTCON   
 BY1330  ___________________________________________________________________
 BY1330  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY1330
 BY1330  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1330
 BY1330.The horizontal coordinates were scaled from a topographic map and have
 BY1330.an estimated accuracy of +/- 6 seconds.
 BY1330
 BY1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1330.The vertical order pertains to the NGVD 29 superseded value.
 BY1330
 BY1330.The geoid height was determined by GEOID03.
 BY1330
 BY1330;                    North         East    Units  Estimated Accuracy
 BY1330;SPC TX C     - 3,235,390.    1,196,070.      MT  (+/- 180 meters Scaled)
 BY1330
 BY1330                          SUPERSEDED SURVEY CONTROL
 BY1330
 BY1330  NGVD 29 (??/??/92)  112.622  (m)          369.49   (f) ADJ UNCH    2 0
 BY1330
 BY1330.Superseded values are not recommended for survey control.
 BY1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1330.See file dsdata.txt to determine how the superseded data were derived.
 BY1330
 BY1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR010074(NAD 83)
 BY1330_MARKER: DB = BENCH MARK DISK
 BY1330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1330_SP_SET: CULVERT
 BY1330_STAMPING: Y 147 1938
 BY1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1330
 BY1330  HISTORY     - Date     Condition        Report By
 BY1330  HISTORY     - 1938     MONUMENTED       CGS
 BY1330  HISTORY     - 1944     GOOD             LOCENG
 BY1330  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1330
 BY1330                          STATION DESCRIPTION
 BY1330
 BY1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BY1330'2.7 MI NW FROM ALTO.
 BY1330'2.7 MILES NORTHWEST OF WATER TOWER BY RAIL.  ON THE ST. LOUIS AND
 BY1330'SOUTHWESTERN R.R. 550 FT. SOUTHEAST OF THE WATER TANK AT REDLAWN
 BY1330'SIDING.  75.0 FT. SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD CROSSING.
 BY1330'1 1/4 POLES SOUTHEAST OF TEL. POLE NO. 601/10.  26.0 FT. NORTHEAST OF
 BY1330'THE CENTER OF THE MAIN TRACK.  ON TOP OF THE NORTHWEST END OF THE
 BY1330'NORTHEAST CONCRETE HEADWALL OF A CONCRETE BOX R.R. CULVERT. 2.0 FT.
 BY1330'BELOW THE TOP OF RAIL.
 BY1330
 BY1330                          STATION RECOVERY (1944)
 BY1330
 BY1330'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 BY1330'RECOVERED IN GOOD CONDITION.
 BY1330
 BY1330                          STATION RECOVERY (1996)
 BY1330
 BY1330'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9163 ***********************************************************************
 AC9163  DESIGNATION -  Y 1470
 AC9163  PID         -  AC9163
 AC9163  STATE/COUNTY-  TX/LUBBOCK
 AC9163  USGS QUAD   -  LUBBOCK EAST (1975)
 AC9163
 AC9163                         *CURRENT SURVEY CONTROL
 AC9163  ___________________________________________________________________
 AC9163* NAD 83(1986)-  33 31 45.     (N)    101 49 09.     (W)     SCALED    
 AC9163* NAVD 88     -       967.791  (meters)    3175.16   (feet)  ADJUSTED  
 AC9163  ___________________________________________________________________
 AC9163  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AC9163  DYNAMIC HT  -         966.541 (meters)    3171.06  (feet)  COMP
 AC9163  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 AC9163
 AC9163  VERT ORDER  -  FIRST     CLASS II
 AC9163
 AC9163.The horizontal coordinates were scaled from a topographic map and have
 AC9163.an estimated accuracy of +/- 6 seconds.
 AC9163
 AC9163.The orthometric height was determined by differential leveling
 AC9163.and adjusted by the National Geodetic Survey in July 2002..
 AC9163
 AC9163.The geoid height was determined by GEOID03.
 AC9163
 AC9163.The dynamic height is computed by dividing the NAVD 88
 AC9163.geopotential number by the normal gravity value computed on the
 AC9163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9163.degrees latitude (g = 980.6199 gals.).
 AC9163
 AC9163.The modeled gravity was interpolated from observed gravity values.
 AC9163
 AC9163;                    North         East    Units  Estimated Accuracy
 AC9163;SPC TXNC     - 2,211,410.      291,760.      MT  (+/- 180 meters Scaled)
 AC9163
 AC9163                          SUPERSEDED SURVEY CONTROL
 AC9163
 AC9163.No superseded survey control is available for this station.
 AC9163
 AC9163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC381135(NAD 83)
 AC9163_MARKER: DV = VERTICAL CONTROL DISK
 AC9163_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC9163_SP_SET: PIER
 AC9163_STAMPING: Y 1470 1996
 AC9163_MARK LOGO: NGS   
 AC9163_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC9163+STABILITY: POSITION/ELEVATION WELL
 AC9163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9163+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9163
 AC9163  HISTORY     - Date     Condition        Report By
 AC9163  HISTORY     - 1996     MONUMENTED       NGS
 AC9163
 AC9163                          STATION DESCRIPTION
 AC9163
 AC9163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC9163'2.5 KM (1.55 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84 FROM THE
 AC9163'JUNCTION OF INTERSTATE HIGHWAY 27 IN LUBBOCK, SET VERTICALLY IN THE
 AC9163'SOUTH FACE OF THE CENTER 1 OF 5 CONCRETE COLUMNS OF THE 1ST PIER EAST
 AC9163'OF THE WEST ABUTMENT OF THE EASTBOUND LOOP 289 OVERPASS OF THE
 AC9163'HIGHWAY, 6.5 M (21.3 FT) SOUTHWEST OF THE CENTER OF THE EASTBOUND
 AC9163'LANES OF THE HIGHWAY, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 AC9163'AND 0.4 M (1.3 FT) SOUTH OF THE CENTER OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6315 ***********************************************************************
 AC6315  DESIGNATION -  Y 1471
 AC6315  PID         -  AC6315
 AC6315  STATE/COUNTY-  TX/JEFFERSON
 AC6315  USGS QUAD   -  VOTH (1993)
 AC6315
 AC6315                         *CURRENT SURVEY CONTROL
 AC6315  ___________________________________________________________________
 AC6315* NAD 83(1986)-  30 07 35.     (N)    094 09 22.     (W)     SCALED    
 AC6315* NAVD 88     -         9.144  (meters)      30.00   (feet)  ADJUSTED  
 AC6315  ___________________________________________________________________
 AC6315  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AC6315  DYNAMIC HT  -           9.132 (meters)      29.96  (feet)  COMP
 AC6315  MODELED GRAV-     979,311.9   (mgal)                       NAVD 88
 AC6315
 AC6315  VERT ORDER  -  FIRST     CLASS II
 AC6315
 AC6315.The horizontal coordinates were scaled from a topographic map and have
 AC6315.an estimated accuracy of +/- 6 seconds.
 AC6315
 AC6315.The orthometric height was determined by differential leveling
 AC6315.and adjusted by the National Geodetic Survey in July 2002..
 AC6315
 AC6315.The geoid height was determined by GEOID03.
 AC6315
 AC6315.The dynamic height is computed by dividing the NAVD 88
 AC6315.geopotential number by the normal gravity value computed on the
 AC6315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6315.degrees latitude (g = 980.6199 gals.).
 AC6315
 AC6315.The modeled gravity was interpolated from observed gravity values.
 AC6315
 AC6315;                    North         East    Units  Estimated Accuracy
 AC6315;SPC TXSC     - 4,263,800.    1,066,620.      MT  (+/- 180 meters Scaled)
 AC6315
 AC6315                          SUPERSEDED SURVEY CONTROL
 AC6315
 AC6315.No superseded survey control is available for this station.
 AC6315
 AC6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP886333(NAD 83)
 AC6315_MARKER: DV = VERTICAL CONTROL DISK
 AC6315_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC6315_SP_SET: PIER
 AC6315_STAMPING: Y 1471 1996
 AC6315_MARK LOGO: NGS   
 AC6315_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6315+STABILITY: POSITION/ELEVATION WELL
 AC6315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6315+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AC6315
 AC6315  HISTORY     - Date     Condition        Report By
 AC6315  HISTORY     - 1996     MONUMENTED       NGS
 AC6315  HISTORY     - 20060304 GOOD             USPSQD
 AC6315
 AC6315                          STATION DESCRIPTION
 AC6315
 AC6315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6315'IN BEAUMONT, AT THE INTERSECTION OF HIGHWAYS 69, 96, 287, AND DOWLEN
 AC6315'ROAD, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY OF 8
 AC6315'CONCRETE COLUMNS OF THE 1ST PIER NORTHWEST OF THE SOUTHEAST ABUTMENT
 AC6315'OF THE HIGHWAY OVERPASS OF THE ROAD, 19.4 M (63.6 FT) EAST OF THE
 AC6315'CENTERLINE OF THE NORTHBOUND LANES OF THE ROAD, 12.1 M (39.7 FT)
 AC6315'NORTHEAST OF THE HIGHWAY CENTER, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF
 AC6315'THE HIGHWAY.
 AC6315
 AC6315                          STATION RECOVERY (2006)
 AC6315
 AC6315'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AC6315'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0933 ***********************************************************************
 CA0933  DESIGNATION -  Y 1473
 CA0933  PID         -  CA0933
 CA0933  STATE/COUNTY-  TX/MILLS
 CA0933  USGS QUAD   -  LAKE MERRITT (1979)
 CA0933
 CA0933                         *CURRENT SURVEY CONTROL
 CA0933  ___________________________________________________________________
 CA0933* NAD 83(1986)-  31 32 08.     (N)    098 37 02.     (W)     SCALED    
 CA0933* NAVD 88     -       432.457  (meters)    1418.82   (feet)  ADJUSTED  
 CA0933  ___________________________________________________________________
 CA0933  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA0933  DYNAMIC HT  -         431.887 (meters)    1416.95  (feet)  COMP
 CA0933  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 CA0933
 CA0933  VERT ORDER  -  FIRST     CLASS II
 CA0933
 CA0933.The horizontal coordinates were scaled from a topographic map and have
 CA0933.an estimated accuracy of +/- 6 seconds.
 CA0933
 CA0933.The orthometric height was determined by differential leveling
 CA0933.and adjusted by the National Geodetic Survey in June 1991..
 CA0933
 CA0933.The geoid height was determined by GEOID03.
 CA0933
 CA0933.The dynamic height is computed by dividing the NAVD 88
 CA0933.geopotential number by the normal gravity value computed on the
 CA0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0933.degrees latitude (g = 980.6199 gals.).
 CA0933
 CA0933.The modeled gravity was interpolated from observed gravity values.
 CA0933
 CA0933;                    North         East    Units  Estimated Accuracy
 CA0933;SPC TX C     - 3,208,440.      862,950.      MT  (+/- 180 meters Scaled)
 CA0933
 CA0933                          SUPERSEDED SURVEY CONTROL
 CA0933
 CA0933.No superseded survey control is available for this station.
 CA0933
 CA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV363890(NAD 83)
 CA0933_MARKER: I = METAL ROD
 CA0933_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0933_SP_SET: STAINLESS STEEL ROD
 CA0933_STAMPING: Y 1473 1983
 CA0933_MARK LOGO: NGS   
 CA0933_PROJECTION: FLUSH
 CA0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0933+STABILITY: POSITION/ELEVATION WELL
 CA0933_ROD/PIPE-DEPTH: 4.0  meters
 CA0933
 CA0933  HISTORY     - Date     Condition        Report By
 CA0933  HISTORY     - 1983     MONUMENTED       NGS
 CA0933
 CA0933                          STATION DESCRIPTION
 CA0933
 CA0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0933'11.6 KM (7.2 MI) NW FROM GOLDTHWAITE.
 CA0933'11.6 KM (7.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0933'COURTHOUSE IN GOLDTHWAITE, 76.0 METERS (249.3 FT) NORTHWEST OF THE
 CA0933'EXTENDED CENTER OF A GRAVELED ROAD LEADING WEST AND 17.8 METERS (58.4
 CA0933'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE, ACCESS TO THE
 CA0933'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0933'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0933'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0952 ***********************************************************************
 CA0952  DESIGNATION -  Y 1474
 CA0952  PID         -  CA0952
 CA0952  STATE/COUNTY-  TX/LAMPASAS
 CA0952  USGS QUAD   -  OGLES (1959)
 CA0952
 CA0952                         *CURRENT SURVEY CONTROL
 CA0952  ___________________________________________________________________
 CA0952* NAD 83(1986)-  31 08 03.     (N)    098 15 56.     (W)     SCALED    
 CA0952* NAVD 88     -       420.904  (meters)    1380.92   (feet)  ADJUSTED  
 CA0952  ___________________________________________________________________
 CA0952  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CA0952  DYNAMIC HT  -         420.340 (meters)    1379.07  (feet)  COMP
 CA0952  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 CA0952
 CA0952  VERT ORDER  -  FIRST     CLASS II
 CA0952
 CA0952.The horizontal coordinates were scaled from a topographic map and have
 CA0952.an estimated accuracy of +/- 6 seconds.
 CA0952
 CA0952.The orthometric height was determined by differential leveling
 CA0952.and adjusted by the National Geodetic Survey in June 1991..
 CA0952
 CA0952.The geoid height was determined by GEOID03.
 CA0952
 CA0952.The dynamic height is computed by dividing the NAVD 88
 CA0952.geopotential number by the normal gravity value computed on the
 CA0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0952.degrees latitude (g = 980.6199 gals.).
 CA0952
 CA0952.The modeled gravity was interpolated from observed gravity values.
 CA0952
 CA0952;                    North         East    Units  Estimated Accuracy
 CA0952;SPC TX C     - 3,164,510.      897,170.      MT  (+/- 180 meters Scaled)
 CA0952
 CA0952                          SUPERSEDED SURVEY CONTROL
 CA0952
 CA0952.No superseded survey control is available for this station.
 CA0952
 CA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV700447(NAD 83)
 CA0952_MARKER: I = METAL ROD
 CA0952_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0952+WITH SETTING: INFORMATION.
 CA0952_SP_SET: SHALLOW SET METAL ROD
 CA0952_STAMPING: Y 1474 1983
 CA0952_MARK LOGO: NGS   
 CA0952_PROJECTION: FLUSH
 CA0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0952_ROD/PIPE-DEPTH: 2.7  meters
 CA0952
 CA0952  HISTORY     - Date     Condition        Report By
 CA0952  HISTORY     - 1983     MONUMENTED       NGS
 CA0952
 CA0952                          STATION DESCRIPTION
 CA0952
 CA0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0952'14.2 KM (8.8 MI) NW FROM LAMPASAS.
 CA0952'14.2 KM (8.8 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0952'RAILROAD STATION IN LAMPASAS, OR 15.9 KM (9.9 MI) SOUTHEASTERLY ALONG
 CA0952'THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN LOMETA, 0.2 KM (0.1
 CA0952'MI) WEST OF RAILROAD SIGNAL NUMBER 2812, 14.4 METERS (47.2 FT) SOUTH
 CA0952'OF THE NEAR RAIL AND 3.8 METERS (12.5 FT) SOUTH OF A UTILITY POLE.
 CA0952'NOTE, REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO THE DATUM POINT IS
 CA0952'THROUGH A 5-INCH LOGO CAP.
 CA0952'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 CA0952'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1233 ***********************************************************************
 BZ1233  DESIGNATION -  Y 1475
 BZ1233  PID         -  BZ1233
 BZ1233  STATE/COUNTY-  TX/BELL
 BZ1233  USGS QUAD   -  KILLEEN (1995)
 BZ1233
 BZ1233                         *CURRENT SURVEY CONTROL
 BZ1233  ___________________________________________________________________
 BZ1233* NAD 83(1986)-  31 05 16.     (N)    097 38 15.     (W)     SCALED    
 BZ1233* NAVD 88     -       217.776  (meters)     714.49   (feet)  ADJUSTED  
 BZ1233  ___________________________________________________________________
 BZ1233  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BZ1233  DYNAMIC HT  -         217.485 (meters)     713.53  (feet)  COMP
 BZ1233  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 BZ1233
 BZ1233  VERT ORDER  -  FIRST     CLASS II
 BZ1233
 BZ1233.The horizontal coordinates were scaled from a topographic map and have
 BZ1233.an estimated accuracy of +/- 6 seconds.
 BZ1233
 BZ1233.The orthometric height was determined by differential leveling
 BZ1233.and adjusted by the National Geodetic Survey in June 1991..
 BZ1233
 BZ1233.The geoid height was determined by GEOID03.
 BZ1233
 BZ1233.The dynamic height is computed by dividing the NAVD 88
 BZ1233.geopotential number by the normal gravity value computed on the
 BZ1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1233.degrees latitude (g = 980.6199 gals.).
 BZ1233
 BZ1233.The modeled gravity was interpolated from observed gravity values.
 BZ1233
 BZ1233;                    North         East    Units  Estimated Accuracy
 BZ1233;SPC TX C     - 3,160,650.      957,170.      MT  (+/- 180 meters Scaled)
 BZ1233
 BZ1233                          SUPERSEDED SURVEY CONTROL
 BZ1233
 BZ1233.No superseded survey control is available for this station.
 BZ1233
 BZ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV299401(NAD 83)
 BZ1233_MARKER: I = METAL ROD
 BZ1233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1233_SP_SET: STAINLESS STEEL ROD
 BZ1233_STAMPING: Y 1475 1983
 BZ1233_MARK LOGO: NGS   
 BZ1233_PROJECTION: FLUSH
 BZ1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1233_ROD/PIPE-DEPTH: 3.7  meters
 BZ1233
 BZ1233  HISTORY     - Date     Condition        Report By
 BZ1233  HISTORY     - 1983     MONUMENTED       NGS
 BZ1233  HISTORY     - 20010317 GOOD             USPSQD
 BZ1233
 BZ1233                          STATION DESCRIPTION
 BZ1233
 BZ1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1233'9.3 KM (5.8 MI) EAST FROM KILLEEN.
 BZ1233'9.3 KM (5.8 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ1233'STATION IN KILLEEN, 14.2 METERS (46.6 FT) SOUTH OF THE NEAR RAIL, 14.0
 BZ1233'METERS (45.9 FT) EAST OF THE CENTER OF A GRAVELED ROAD AND 6.1 METERS
 BZ1233'(20.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE.  NOTE, ACCESS TO THE
 BZ1233'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BZ1233'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 BZ1233'THE MARK IS 2.0 M BELOW THE TRACKS.
 BZ1233
 BZ1233                          STATION RECOVERY (2001)
 BZ1233
 BZ1233'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2474 ***********************************************************************
 CS2474  DESIGNATION -  Y 1476
 CS2474  PID         -  CS2474
 CS2474  STATE/COUNTY-  TX/JOHNSON
 CS2474  USGS QUAD   -  KEENE (1978)
 CS2474
 CS2474                         *CURRENT SURVEY CONTROL
 CS2474  ___________________________________________________________________
 CS2474* NAD 83(1986)-  32 29 11.     (N)    097 16 47.     (W)     SCALED    
 CS2474* NAVD 88     -       236.708  (meters)     776.60   (feet)  ADJUSTED  
 CS2474  ___________________________________________________________________
 CS2474  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CS2474  DYNAMIC HT  -         236.425 (meters)     775.67  (feet)  COMP
 CS2474  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 CS2474
 CS2474  VERT ORDER  -  FIRST     CLASS II
 CS2474
 CS2474.The horizontal coordinates were scaled from a topographic map and have
 CS2474.an estimated accuracy of +/- 6 seconds.
 CS2474
 CS2474.The orthometric height was determined by differential leveling
 CS2474.and adjusted by the National Geodetic Survey in June 1991..
 CS2474
 CS2474.The geoid height was determined by GEOID03.
 CS2474
 CS2474.The dynamic height is computed by dividing the NAVD 88
 CS2474.geopotential number by the normal gravity value computed on the
 CS2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2474.degrees latitude (g = 980.6199 gals.).
 CS2474
 CS2474.The modeled gravity was interpolated from observed gravity values.
 CS2474
 CS2474;                    North         East    Units  Estimated Accuracy
 CS2474;SPC TXNC     - 2,091,570.      714,680.      MT  (+/- 180 meters Scaled)
 CS2474
 CS2474                          SUPERSEDED SURVEY CONTROL
 CS2474
 CS2474.No superseded survey control is available for this station.
 CS2474
 CS2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA616956(NAD 83)
 CS2474_MARKER: DB = BENCH MARK DISK
 CS2474_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2474_SP_SET: ABUTMENT
 CS2474_STAMPING: Y 1476 1983
 CS2474_MARK LOGO: NGS   
 CS2474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2474
 CS2474  HISTORY     - Date     Condition        Report By
 CS2474  HISTORY     - 1983     MONUMENTED       NGS
 CS2474  HISTORY     - 19910413 GOOD             USPSQD
 CS2474  HISTORY     - 19940328 GOOD             USPSQD
 CS2474  HISTORY     - 19990605 GOOD             USPSQD
 CS2474  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2474  HISTORY     - 20051119 GOOD             USPSQD
 CS2474
 CS2474                          STATION DESCRIPTION
 CS2474
 CS2474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2474'20.9 KM (13.0 MI) SOUTH FROM FORT WORTH.
 CS2474'20.9 KM (13.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2474'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, IN TOP OF AND 0.1 METER (0.3
 CS2474'FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 CS2474'OF A PAVED ROAD OVERPASS (EXIT 32) AND 20.8 METERS (68.2 FT) NORTHEAST
 CS2474'OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY.
 CS2474'THE MARK IS 1.1 M BELOW THE ROAD.
 CS2474
 CS2474                          STATION RECOVERY (1991)
 CS2474
 CS2474'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2474'RECOVERED IN GOOD CONDITION.
 CS2474
 CS2474                          STATION RECOVERY (1994)
 CS2474
 CS2474'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2474'RECOVERED IN GOOD CONDITION.
 CS2474
 CS2474                          STATION RECOVERY (1999)
 CS2474
 CS2474'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2474'RECOVERED IN GOOD CONDITION.
 CS2474
 CS2474                          STATION RECOVERY (2004)
 CS2474
 CS2474'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS2474'MARK NOT FOUND.
 CS2474
 CS2474                          STATION RECOVERY (2005)
 CS2474
 CS2474'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS2474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2443 ***********************************************************************
 CS2443  DESIGNATION -  Y 1477
 CS2443  PID         -  CS2443
 CS2443  STATE/COUNTY-  TX/PARKER
 CS2443  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2443
 CS2443                         *CURRENT SURVEY CONTROL
 CS2443  ___________________________________________________________________
 CS2443* NAD 83(1986)-  32 43 42.     (N)    097 49 20.     (W)     SCALED    
 CS2443* NAVD 88     -       318.488  (meters)    1044.91   (feet)  ADJUSTED  
 CS2443  ___________________________________________________________________
 CS2443  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CS2443  DYNAMIC HT  -         318.097 (meters)    1043.62  (feet)  COMP
 CS2443  MODELED GRAV-     979,404.4   (mgal)                       NAVD 88
 CS2443
 CS2443  VERT ORDER  -  FIRST     CLASS II
 CS2443
 CS2443.The horizontal coordinates were scaled from a topographic map and have
 CS2443.an estimated accuracy of +/- 6 seconds.
 CS2443
 CS2443.The orthometric height was determined by differential leveling
 CS2443.and adjusted by the National Geodetic Survey in June 1991..
 CS2443
 CS2443.The geoid height was determined by GEOID03.
 CS2443
 CS2443.The dynamic height is computed by dividing the NAVD 88
 CS2443.geopotential number by the normal gravity value computed on the
 CS2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2443.degrees latitude (g = 980.6199 gals.).
 CS2443
 CS2443.The modeled gravity was interpolated from observed gravity values.
 CS2443
 CS2443;                    North         East    Units  Estimated Accuracy
 CS2443;SPC TXNC     - 2,117,930.      663,530.      MT  (+/- 180 meters Scaled)
 CS2443
 CS2443                          SUPERSEDED SURVEY CONTROL
 CS2443
 CS2443.No superseded survey control is available for this station.
 CS2443
 CS2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB103217(NAD 83)
 CS2443_MARKER: DB = BENCH MARK DISK
 CS2443_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2443_SP_SET: PIER
 CS2443_STAMPING: Y 1477 1983
 CS2443_MARK LOGO: NGS   
 CS2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2443
 CS2443  HISTORY     - Date     Condition        Report By
 CS2443  HISTORY     - 1983     MONUMENTED       NGS
 CS2443  HISTORY     - 19910522 GOOD             USPSQD
 CS2443  HISTORY     - 19950820 GOOD             USPSQD
 CS2443  HISTORY     - 19970524 GOOD             USPSQD
 CS2443  HISTORY     - 20020317 GOOD             USPSQD
 CS2443
 CS2443                          STATION DESCRIPTION
 CS2443
 CS2443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2443'3.1 KM (1.95 MI) WEST FROM WEATHERFORD.
 CS2443'3.1 KM (1.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2443'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE
 CS2443'WEST FACE OF THE MOST WESTERLY 1 OF 3 PIERS OF OLD DENNIS ROAD
 CS2443'OVERPASS (EXIT 406) AND 8.5 METERS (27.9 FT) NORTH OF THE CENTERLINE
 CS2443'OF THE WEST BOUND LANES OF THE HIGHWAY.
 CS2443'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2443
 CS2443                          STATION RECOVERY (1991)
 CS2443
 CS2443'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2443'RECOVERED IN GOOD CONDITION.
 CS2443
 CS2443                          STATION RECOVERY (1995)
 CS2443
 CS2443'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2443'RECOVERED IN GOOD CONDITION.
 CS2443
 CS2443                          STATION RECOVERY (1997)
 CS2443
 CS2443'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2443'RECOVERED IN GOOD CONDITION.
 CS2443
 CS2443                          STATION RECOVERY (2002)
 CS2443
 CS2443'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0905 ***********************************************************************
 CT0905  DESIGNATION -  Y 1478
 CT0905  PID         -  CT0905
 CT0905  STATE/COUNTY-  TX/PALO PINTO
 CT0905  USGS QUAD   -  SANTO (1984)
 CT0905
 CT0905                         *CURRENT SURVEY CONTROL
 CT0905  ___________________________________________________________________
 CT0905* NAD 83(1986)-  32 34 14.     (N)    098 11 10.     (W)     SCALED    
 CT0905* NAVD 88     -       282.614  (meters)     927.21   (feet)  ADJUSTED  
 CT0905  ___________________________________________________________________
 CT0905  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0905  DYNAMIC HT  -         282.265 (meters)     926.06  (feet)  COMP
 CT0905  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 CT0905
 CT0905  VERT ORDER  -  FIRST     CLASS II
 CT0905
 CT0905.The horizontal coordinates were scaled from a topographic map and have
 CT0905.an estimated accuracy of +/- 6 seconds.
 CT0905
 CT0905.The orthometric height was determined by differential leveling
 CT0905.and adjusted by the National Geodetic Survey in June 1991..
 CT0905
 CT0905.The geoid height was determined by GEOID03.
 CT0905
 CT0905.The dynamic height is computed by dividing the NAVD 88
 CT0905.geopotential number by the normal gravity value computed on the
 CT0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0905.degrees latitude (g = 980.6199 gals.).
 CT0905
 CT0905.The modeled gravity was interpolated from observed gravity values.
 CT0905
 CT0905;                    North         East    Units  Estimated Accuracy
 CT0905;SPC TXNC     - 2,100,280.      629,470.      MT  (+/- 180 meters Scaled)
 CT0905
 CT0905                          SUPERSEDED SURVEY CONTROL
 CT0905
 CT0905.No superseded survey control is available for this station.
 CT0905
 CT0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB763039(NAD 83)
 CT0905_MARKER: DB = BENCH MARK DISK
 CT0905_SETTING: 66 = SET IN ROCK OUTCROP
 CT0905_SP_SET: ROCK OUTCROP
 CT0905_STAMPING: Y 1478 1983
 CT0905_MARK LOGO: NGS   
 CT0905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0905+STABILITY: POSITION/ELEVATION WELL
 CT0905
 CT0905  HISTORY     - Date     Condition        Report By
 CT0905  HISTORY     - 1983     MONUMENTED       NGS
 CT0905  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0905  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0905  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0905
 CT0905                          STATION DESCRIPTION
 CT0905
 CT0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0905'42.6 KM (26.45 MI) WEST FROM WEATHERFORD.
 CT0905'42.6 KM (26.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0905'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 0.6 KM (0.35 MI) WEST
 CT0905'OF MILEPOST 382, IN THE CENTER OF A 4- BY 18-FT EXPOSED AREA OF
 CT0905'OUTCROPPING BEDROCK, 25.9 METERS (85.0 FT) NORTH OF THE CENTERLINE OF
 CT0905'THE HIGHWAY AND 13.0 METERS (42.7 FT) SOUTH OF A FRONTAGE ROAD.
 CT0905'THE MARK IS 31.7 METERS  S FROM  A WITNESS POST AND FENCE
 CT0905'THE MARK IS 1.0 M BELOW THE ROAD.
 CT0905
 CT0905                          STATION RECOVERY (1998)
 CT0905
 CT0905'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0905'MARK NOT FOUND.
 CT0905
 CT0905                          STATION RECOVERY (2002)
 CT0905
 CT0905'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0905'MARK NOT FOUND.
 CT0905
 CT0905                          STATION RECOVERY (2004)
 CT0905
 CT0905'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0921 ***********************************************************************
 CT0921  DESIGNATION -  Y 1479
 CT0921  PID         -  CT0921
 CT0921  STATE/COUNTY-  TX/ERATH
 CT0921  USGS QUAD   -  STRAWN EAST (1984)
 CT0921
 CT0921                         *CURRENT SURVEY CONTROL
 CT0921  ___________________________________________________________________
 CT0921* NAD 83(1986)-  32 30 15.     (N)    098 27 54.     (W)     SCALED    
 CT0921* NAVD 88     -       320.515  (meters)    1051.56   (feet)  ADJUSTED  
 CT0921  ___________________________________________________________________
 CT0921  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CT0921  DYNAMIC HT  -         320.114 (meters)    1050.24  (feet)  COMP
 CT0921  MODELED GRAV-     979,379.8   (mgal)                       NAVD 88
 CT0921
 CT0921  VERT ORDER  -  FIRST     CLASS II
 CT0921
 CT0921.The horizontal coordinates were scaled from a topographic map and have
 CT0921.an estimated accuracy of +/- 6 seconds.
 CT0921
 CT0921.The orthometric height was determined by differential leveling
 CT0921.and adjusted by the National Geodetic Survey in June 1991..
 CT0921
 CT0921.The geoid height was determined by GEOID03.
 CT0921
 CT0921.The dynamic height is computed by dividing the NAVD 88
 CT0921.geopotential number by the normal gravity value computed on the
 CT0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0921.degrees latitude (g = 980.6199 gals.).
 CT0921
 CT0921.The modeled gravity was interpolated from observed gravity values.
 CT0921
 CT0921;                    North         East    Units  Estimated Accuracy
 CT0921;SPC TXNC     - 2,092,870.      603,290.      MT  (+/- 180 meters Scaled)
 CT0921
 CT0921                          SUPERSEDED SURVEY CONTROL
 CT0921
 CT0921.No superseded survey control is available for this station.
 CT0921
 CT0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA502964(NAD 83)
 CT0921_MARKER: DB = BENCH MARK DISK
 CT0921_SETTING: 66 = SET IN ROCK OUTCROP
 CT0921_SP_SET: ROCK OUTCROP
 CT0921_STAMPING: Y 1479 1983
 CT0921_MARK LOGO: NGS   
 CT0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0921+STABILITY: POSITION/ELEVATION WELL
 CT0921
 CT0921  HISTORY     - Date     Condition        Report By
 CT0921  HISTORY     - 1983     MONUMENTED       NGS
 CT0921  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CT0921  HISTORY     - 19990828 GOOD             USPSQD
 CT0921  HISTORY     - 20020316 GOOD             USPSQD
 CT0921  HISTORY     - 20040327 GOOD             USPSQD
 CT0921
 CT0921                          STATION DESCRIPTION
 CT0921
 CT0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0921'23.6 KM (14.65 MI) EAST FROM RANGER.
 CT0921'23.6 KM (14.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0921'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE EAST END OF A 2- BY
 CT0921'9-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.7 KM (0.45 MI) EAST OF
 CT0921'MILEPOST 264, 68.6 METERS (225.1 FT) EAST OF THE WEST END OF A HIGHWAY
 CT0921'CUT, 51.2 METERS (168.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CT0921'LANES OF THE HIGHWAY, 12.3 METERS (40.4 FT) SOUTH OF THE CENTERLINE OF
 CT0921'A FRONTAGE ROAD AND 3.4 METERS (11.2 FT) NORTH OF A FENCE.
 CT0921'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CT0921'THE MARK IS 1.0 M ABOVE THE ROAD.
 CT0921
 CT0921                          STATION RECOVERY (1995)
 CT0921
 CT0921'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0921'MARK NOT FOUND.
 CT0921
 CT0921                          STATION RECOVERY (1999)
 CT0921
 CT0921'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0921'RECOVERED IN GOOD CONDITION.
 CT0921
 CT0921                          STATION RECOVERY (2002)
 CT0921
 CT0921'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0921'RECOVERED IN GOOD CONDITION.
 CT0921
 CT0921                          STATION RECOVERY (2004)
 CT0921
 CT0921'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0946 ***********************************************************************
 CT0946  DESIGNATION -  Y 1480
 CT0946  PID         -  CT0946
 CT0946  STATE/COUNTY-  TX/EASTLAND
 CT0946  USGS QUAD   -  CISCO NORTH (1987)
 CT0946
 CT0946                         *CURRENT SURVEY CONTROL
 CT0946  ___________________________________________________________________
 CT0946* NAD 83(1986)-  32 22 31.     (N)    098 55 19.     (W)     SCALED    
 CT0946* NAVD 88     -       480.675  (meters)    1577.01   (feet)  ADJUSTED  
 CT0946  ___________________________________________________________________
 CT0946  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CT0946  DYNAMIC HT  -         480.053 (meters)    1574.97  (feet)  COMP
 CT0946  MODELED GRAV-     979,331.5   (mgal)                       NAVD 88
 CT0946
 CT0946  VERT ORDER  -  FIRST     CLASS II
 CT0946
 CT0946.The horizontal coordinates were scaled from a topographic map and have
 CT0946.an estimated accuracy of +/- 6 seconds.
 CT0946
 CT0946.The orthometric height was determined by differential leveling
 CT0946.and adjusted by the National Geodetic Survey in June 1991..
 CT0946
 CT0946.The geoid height was determined by GEOID03.
 CT0946
 CT0946.The dynamic height is computed by dividing the NAVD 88
 CT0946.geopotential number by the normal gravity value computed on the
 CT0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0946.degrees latitude (g = 980.6199 gals.).
 CT0946
 CT0946.The modeled gravity was interpolated from observed gravity values.
 CT0946
 CT0946;                    North         East    Units  Estimated Accuracy
 CT0946;SPC TXNC     - 2,078,660.      560,300.      MT  (+/- 180 meters Scaled)
 CT0946
 CT0946                          SUPERSEDED SURVEY CONTROL
 CT0946
 CT0946.No superseded survey control is available for this station.
 CT0946
 CT0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA073820(NAD 83)
 CT0946_MARKER: DB = BENCH MARK DISK
 CT0946_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0946_SP_SET: PIER
 CT0946_STAMPING: Y 1480 1983
 CT0946_MARK LOGO: NGS   
 CT0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0946
 CT0946  HISTORY     - Date     Condition        Report By
 CT0946  HISTORY     - 1983     MONUMENTED       NGS
 CT0946
 CT0946                          STATION DESCRIPTION
 CT0946
 CT0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0946'23.5 KM (14.6 MI) WEST FROM RANGER.
 CT0946'23.5 KM (14.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0946'JUNCTION WITH FARM ROAD 2461 IN RANGER, SET VERTICALLY IN THE WEST
 CT0946'FACE OF THE MOST WESTERLY 1 OF 2 PIERS OF A PAVED ROAD OVERPASS OVER
 CT0946'THE HIGHWAY AND 12.6 METERS (41.3 FT) NORTH OF THE CENTERLINE OF THE
 CT0946'WEST BOUND LANES OF THE HIGHWAY.
 CT0946'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1573 ***********************************************************************
 FL1573  DESIGNATION -  Y 1481
 FL1573  PID         -  FL1573
 FL1573  STATE/COUNTY-  TX/DONLEY
 FL1573  USGS QUAD   -  JERICHO (1964)
 FL1573
 FL1573                         *CURRENT SURVEY CONTROL
 FL1573  ___________________________________________________________________
 FL1573* NAD 83(1986)-  35 10 24.     (N)    100 54 29.     (W)     SCALED    
 FL1573* NAVD 88     -       975.562  (meters)    3200.66   (feet)  ADJUSTED  
 FL1573  ___________________________________________________________________
 FL1573  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL1573  DYNAMIC HT  -         974.442 (meters)    3196.98  (feet)  COMP
 FL1573  MODELED GRAV-     979,452.4   (mgal)                       NAVD 88
 FL1573
 FL1573  VERT ORDER  -  FIRST     CLASS II
 FL1573
 FL1573.The horizontal coordinates were scaled from a topographic map and have
 FL1573.an estimated accuracy of +/- 6 seconds.
 FL1573
 FL1573.The orthometric height was determined by differential leveling
 FL1573.and adjusted by the National Geodetic Survey in June 1991..
 FL1573
 FL1573.The geoid height was determined by GEOID03.
 FL1573
 FL1573.The dynamic height is computed by dividing the NAVD 88
 FL1573.geopotential number by the normal gravity value computed on the
 FL1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1573.degrees latitude (g = 980.6199 gals.).
 FL1573
 FL1573.The modeled gravity was interpolated from observed gravity values.
 FL1573
 FL1573;                    North         East    Units  Estimated Accuracy
 FL1573;SPC TX N     - 1,130,330.      253,920.      MT  (+/- 180 meters Scaled)
 FL1573
 FL1573                          SUPERSEDED SURVEY CONTROL
 FL1573
 FL1573.No superseded survey control is available for this station.
 FL1573
 FL1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD262939(NAD 83)
 FL1573_MARKER: I = METAL ROD
 FL1573_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FL1573_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FL1573_STAMPING: Y 1481 1984
 FL1573_MARK LOGO: NGS   
 FL1573_PROJECTION: FLUSH
 FL1573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1573+STABILITY: POSITION/ELEVATION WELL
 FL1573_ROD/PIPE-DEPTH: 11.0 meters
 FL1573_SLEEVE-DEPTH  : 8.8 meters
 FL1573
 FL1573  HISTORY     - Date     Condition        Report By
 FL1573  HISTORY     - 1984     MONUMENTED       NGS
 FL1573  HISTORY     - 1984     GOOD             NGS
 FL1573
 FL1573                          STATION DESCRIPTION
 FL1573
 FL1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1573'1.0 KM (0.6 MI) SOUTH FROM JERICHO.
 FL1573'0.2 KM (0.1 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1573'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 0.8 KM (0.5 MI)
 FL1573'SOUTH-SOUTHWEST ALONG A DIRT ROAD, 44.5 M (146.0 FT) NORTH OF THE
 FL1573'CENTER OF AN OLD RAILROAD BED, 19.3 M (63.3 FT) EAST OF THE CENTER OF
 FL1573'THE ROAD, AND 2.1 M (6.9 FT) EAST OF A FENCE CORNER.  NOTE=ACCESS TO
 FL1573'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1573'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST AND FENCE
 FL1573'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 FL1573
 FL1573                          STATION RECOVERY (1984)
 FL1573
 FL1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0649 ***********************************************************************
 DO0649  FBN         -  This is a Federal Base Network Control Station.
 DO0649  DESIGNATION -  Y 1482
 DO0649  PID         -  DO0649
 DO0649  STATE/COUNTY-  TX/WICHITA
 DO0649  USGS QUAD   -  IOWA PARK (1972)
 DO0649
 DO0649                         *CURRENT SURVEY CONTROL
 DO0649  ___________________________________________________________________
 DO0649* NAD 83(1993)-  33 57 33.15429(N)    098 43 15.57659(W)     ADJUSTED  
 DO0649* NAVD 88     -       309.620  (meters)    1015.81   (feet)  ADJUSTED  
 DO0649  ___________________________________________________________________
 DO0649  X           -    -802,998.575 (meters)                     COMP
 DO0649  Y           -  -5,234,790.408 (meters)                     COMP
 DO0649  Z           -   3,542,852.085 (meters)                     COMP
 DO0649  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 DO0649  ELLIP HEIGHT-         281.87  (meters)          (05/01/00) GPS OBS
 DO0649  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DO0649  DYNAMIC HT  -         309.280 (meters)    1014.70  (feet)  COMP
 DO0649  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 DO0649
 DO0649  HORZ ORDER  -  A
 DO0649  VERT ORDER  -  FIRST     CLASS II
 DO0649  ELLP ORDER  -  THIRD     CLASS I
 DO0649
 DO0649.The horizontal coordinates were established by GPS observations
 DO0649.and adjusted by the National Geodetic Survey in April 1994..
 DO0649
 DO0649.The orthometric height was determined by differential leveling
 DO0649.and adjusted by the National Geodetic Survey in June 1991..
 DO0649
 DO0649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0649
 DO0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0649
 DO0649.The ellipsoidal height was determined by GPS observations
 DO0649.and is referenced to NAD 83.
 DO0649
 DO0649.The geoid height was determined by GEOID03.
 DO0649
 DO0649.The dynamic height is computed by dividing the NAVD 88
 DO0649.geopotential number by the normal gravity value computed on the
 DO0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0649.degrees latitude (g = 980.6199 gals.).
 DO0649
 DO0649.The modeled gravity was interpolated from observed gravity values.
 DO0649
 DO0649;                    North         East     Units Scale Factor Converg.
 DO0649;SPC TXNC     - 2,254,253.872   579,573.867   MT  0.99999793   -0 07 13.9
 DO0649;SPC TXNC     - 7,395,831.25  1,901,485.26   sFT  0.99999793   -0 07 13.9
 DO0649;UTM  14      - 3,757,668.286   525,777.993   MT  0.99960819   +0 09 21.1
 DO0649
 DO0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0649!SPC TXNC     -   0.99995575  x   0.99999793  =   0.99995368
 DO0649!UTM  14      -   0.99995575  x   0.99960819  =   0.99956396
 DO0649
 DO0649                          SUPERSEDED SURVEY CONTROL
 DO0649
 DO0649  ELLIP H (05/09/94)  281.93   (m)                       GP(       ) 4 2
 DO0649  ELLIP H (04/21/94)  281.93   (m)                       GP(       ) 3 1
 DO0649  NAD 83(1986)-  33 57 33.15811(N)    098 43 15.56110(W) AD(       ) 3
 DO0649  NAD 27      -  33 57 32.81594(N)    098 43 14.33922(W) AD(       ) 3
 DO0649  NAVD 88 (04/21/94)  309.62   (m)         1015.8    (f) LEVELING    3  
 DO0649  NGVD 29 (12/08/88)  309.54   (m)         1015.5    (f) LEVELING    3  
 DO0649
 DO0649.Superseded values are not recommended for survey control.
 DO0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0649.See file dsdata.txt to determine how the superseded data were derived.
 DO0649
 DO0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2577857668(NAD 83)
 DO0649_MARKER: I = METAL ROD
 DO0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0649_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DO0649_STAMPING: Y 1482 1984
 DO0649_MARK LOGO: NGS   
 DO0649_PROJECTION: FLUSH
 DO0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0649+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 DO0649_ROD/PIPE-DEPTH: 3.0  meters
 DO0649
 DO0649  HISTORY     - Date     Condition        Report By
 DO0649  HISTORY     - 1984     MONUMENTED       NGS
 DO0649  HISTORY     - 1988     GOOD             NGS
 DO0649  HISTORY     - 19910312 GOOD             NGS
 DO0649  HISTORY     - 19930308 GOOD             NGS
 DO0649  HISTORY     - 19941220 GOOD             NGS
 DO0649  HISTORY     - 19980122 GOOD             NGS
 DO0649  HISTORY     - 19991202 GOOD             NGS
 DO0649  HISTORY     - 20010913 GOOD             LOCSUR
 DO0649
 DO0649                          STATION DESCRIPTION
 DO0649
 DO0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0649'22.4 KM (13.9 MI) NW FROM WICHITA FALLS.
 DO0649'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DO0649'22.4 KM (13.9 FT) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0649'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, 29.2 METERS
 DO0649'(95.8 FT) NORTH OF THE NEAR RAIL, 12.9 METERS (42.3 FT) EAST OF THE
 DO0649'CENTER OF HARMONY ROAD, 6.6 METERS (21.7 FT) SOUTHWEST OF THE
 DO0649'SOUTHWEST CORNER OF A 12- BY 15-FT BUILDING, AND 5.7 METERS (18.7 FT)
 DO0649'EAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 DO0649'5-INCH LOGO CAP.
 DO0649'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DO0649
 DO0649                          STATION RECOVERY (1988)
 DO0649
 DO0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0649'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 DO0649'WEST-NORTHWEST OF IOWA PARK, ALONG THE BURLINGTON NORTHERN
 DO0649'RAILROAD, NEAR THE JUNCTION OF HARMONY AND ELECTRA ROADS AND ALONG
 DO0649'A FENCE AROUND AN A T AND T RELAY BUILDING.
 DO0649'OWNERSHIP--BURLINGTON NORTHERN RAILROAD,
 DO0649'503 10TH STREET, WICHITA FALLS TX 76301, PHONE 817-322-3671.
 DO0649'
 DO0649'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 368 AND FARM
 DO0649'ROAD 370 LOOP AT THE RAILROAD TRACKS IN IOWA PARK, GO SOUTH ACROSS
 DO0649'TRACKS, THEN TURN RIGHT AND GO WEST ON ELECTRA ROAD (PARALLELS
 DO0649'TRACK) FOR 2.1 KM (1.3 MI) TO A CROSSROAD. (ROAD TO LEFT GOES TO
 DO0649'LANDFILL).  CONTINUE AHEAD FOR 2.9 KM (1.8 MI) TO A PAVED ROAD
 DO0649'RIGHT (HARMONY ROAD).  TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI)
 DO0649'TO THE STATION ON THE RIGHT.
 DO0649'
 DO0649'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A
 DO0649'NGS DATUM POINT ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 DO0649'STAMPED---Y 1482 1987---, ROD IS RECESSED 5 CM BELOW THE GROUND.
 DO0649'LOCATED 29.4 METERS (96.5 FT) NORTH FROM THE NORTH RAIL OF TRACKS,
 DO0649'14.5 METERS (47.6 FT) NORTH-NORTHEAST FROM UTILITY POLE 2507 1004,
 DO0649'13.0 METERS (42.7 FT) EAST FROM ROAD CENTER, 6.6 METERS (21.6 FT)
 DO0649'SOUTHWEST OF SOUTHWEST CORNER OF BUILDING, 5.6 METERS (18.4 FT)
 DO0649'EAST FROM THE SOUTHWEST FENCE CORNER OF FENCE AROUND BUILDING AND
 DO0649'0.3 METER (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 DO0649'
 DO0649'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0649'
 DO0649'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0649'
 DO0649'DESCRIBED BY D.A. BOWLING.
 DO0649
 DO0649                          STATION RECOVERY (1991)
 DO0649
 DO0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DO0649'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) WEST-NORTHWEST OF IOWA PARK,
 DO0649'ON THE NORTH R-O-W OF THE BURLINGTON NORTHERN RAILROAD, ALONG THE
 DO0649'SOUTH FENCELINE OF A RELAY STATION BUILDING, AT THE JUNCTION OF
 DO0649'HARMONY ROAD AND SMITH ROAD.  OWNERSHIP--BURLINGTON NORTHERN
 DO0649'RAILROAD.
 DO0649'TO REACH THE STATION FROM THE JUNCTION OF U.S. BUSINESS 287 AND FARM
 DO0649'ROAD 368, LOCATED IN IOWA PARK, GO SOUTH ALONG FARM ROAD 368 FOR 0.05
 DO0649'MI (0.08 KM) PASSING OVER THE BURLINGTON NORTHERN RAILROAD TRACKS TO
 DO0649'SMITH ROAD ON THE RIGHT WHICH PARELLELS THE TRACKS. GO WEST ALONG
 DO0649'SMITH ROAD ON THE SOUTH SIDE OF RAILROAD TRACKS FOR 1.35 MI
 DO0649'(2.17 KM) TO A CROSSROADS. CONTINUE WEST ALONG SMITH ROAD FOR 1.85 MI
 DO0649'(2.98 KM) TO THE JUNCTION OF HARMONY ROAD ON THE RIGHT. GO RIGHT,
 DO0649'NORTH, PASSING OVER THE RAILROAD TRACKS FOR 0.05 MI (0.08 KM) TO THE
 DO0649'STATION ON THE RIGHT AT AN EAST-WEST FENCELINE.
 DO0649'STATION IS 44.8 FT (13.7 M) EAST OF THE CENTER OF HARMONY ROAD, 96.0
 DO0649'FT (29.3 M) NORTH OF THE NORTH RAIL OF TRACKS, 19.3 FT (5.9 M) EAST
 DO0649'OF A FENCE CORNER POST, AND 1.0 FT (0.3 M) SOUTH OF A FENCELINE AND
 DO0649'FIBERGLASS WITNESS POST.
 DO0649
 DO0649                          STATION RECOVERY (1993)
 DO0649
 DO0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DO0649'NOTE--PREVIOUS ROUTE TO STATION IS CORRECT.  HIGHWAY WAS CLOSED TO
 DO0649'TRAFFIC AT TIME OF RECON.
 DO0649'STATION IS LOCATED 3 KM (1.85 MI) WEST-NORTHWEST OF IOWA PARK, 0.8 KM
 DO0649'(0.50 MI) SOUTH OF U.S. HIGHWAY 287, ON RAILROAD RIGHT-OF-WAY, AT THE
 DO0649'CROSSING OF HARMONY ROAD, ALONG THE FENCE AROUND AN OLD AMERICAN
 DO0649'TELEPHONE AND TELEGRAPH RELAY BUILDING.  OWNERSHIP--BURLINGTON
 DO0649'NORTHERN RAILROAD.
 DO0649'TO REACH FROM THE OVERPASS AT THE JUNCTION OF U.S. HIGHWAY 287 AND
 DO0649'HARMONY ROAD (ABOUT 4 KM (2.50 MI) NORTHWEST OF IOWA PARK), GO SOUTH
 DO0649'ON PAVED ROAD FOR 0.21 KM (0.15 MI) TO A T-ROAD.  TURN LEFT,
 DO0649'EASTERLY, ON FRONTAGE ROAD FOR 0.46 KM (0.30 MI) TO A PAVED ROAD
 DO0649'RIGHT, JUST BEFORE REACHING A REST AREA.  TURN RIGHT, SOUTH, ON
 DO0649'HARMONY ROAD FOR 0.70 KM (0.45 MI) TO THE STATION ON THE LEFT, JUST
 DO0649'BEFORE REACHING THE RAILROAD TRACK.
 DO0649'STATION IS A PUNCH HOLE IN THE TOP CENTER OF A DATUM POINT ON A STEEL
 DO0649'ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 1 CM
 DO0649'BELOW GROUND IN WEEDS.  IT IS 12.9 M (42.3 FT) EAST OF, AND LEVEL
 DO0649'WITH THE CENTER OF HARMONY ROAD, 29.3 M (96.1 FT) NORTH OF THE NORTH
 DO0649'RAIL OF THE TRACK, 5.5 M (18.0 FT) EAST OF A SAWED-OFF UTILITY POLE
 DO0649'FENCE CORNER POST, 0.4 M (1.3 FT) SOUTH OF A FIBERGLASS WITNESS POST
 DO0649'IN A WIRE FENCE, AND 5.3 M (17.4 FT) WEST OF THE EXTENDED WEST WALL
 DO0649'OF THE BUILDING.
 DO0649
 DO0649                          STATION RECOVERY (1994)
 DO0649
 DO0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DO0649'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST-NORTHWEST OF IOWA
 DO0649'PARK, ON THE NORTH R-O-W OF THE BURLINGTON NORTHERN RAILROAD, ALONG
 DO0649'THE SOUTH FENCELINE OF A RELAY STATION BUILDING, AT THE JUNCTION OF
 DO0649'HARMONY ROAD AND SMITH ROAD.  ---OWNERSHIP BURLINGTON NORTHERN
 DO0649'RAILROAD--- TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S.
 DO0649'HIGHWAY 287 AND U.S.  HIGHWAY 287 BUSINESS, IN THE NORTHWEST SIDE OF
 DO0649'IOWA PARK, GO WESTERLY ON HWY 287 FOR 2.91 KM (1.80 MI) TO THE HARMONY
 DO0649'ROAD EXIT RAMP.  BEAR RIGHT ON EXIT RAMP THEN FRONTAGE ROAD FOR 0.3
 DO0649'MI.  (0.5 KM) TO A STOP SIGN AT A PAVED ROAD INTERSECTION. TURN LEFT
 DO0649'(SOUTH) ON HARMONY ROAD AND GO 0.40 KM (0.25 MI) CROSSING HIGHWAY 287
 DO0649'TO A T-JUNCTION.  TURN LEFT (EAST) ON FRONTAGE ROAD AND GO 0.49 KM
 DO0649'(0.30 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT (SOUTH) ON HARMONY ROAD
 DO0649'AND GO 0.81 KM (0.50 MI) TO THE STATION ON THE LEFT, JUST BEFORE THE
 DO0649'RAILROAD TRACKS.  THE STATION IS A STAINLESS STEEL ROD WITH A PUNCH
 DO0649'HOLE IN THE TOP ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP SET IN
 DO0649'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 29.3 M (96.1 FT) NORTH OF
 DO0649'THE NEAR RAIL, 14.4 M (47.2 FT) NORTH-NORTHEAST OF A UTILITY POLE,
 DO0649'12.6 M (41.3 FT) EAST OF THE CENTER OF HARMONY ROAD, 6.7 M (22.0 FT)
 DO0649'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL RELAY BUILDING, 5.5 M
 DO0649'(18.0 FT) EAST OF A CORNER FENCE POST, AND 0.3 M (1.0 FT) SOUTH OF A
 DO0649'CARSONITE WITNESS POST AND FENCE.  NOTE--ACTUAL ROD DEPTH UNKNOWN.
 DO0649
 DO0649                          STATION RECOVERY (1998)
 DO0649
 DO0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DO0649'RECOVERED AS DESCRIBED WITH 2 NOTES.  BY R.G. HAYES  NOTE--THE DATUM
 DO0649'POINT IS A PUNCH MARK IN THE TOP CENTER OF A STAINLESS STEEL ROD CAP
 DO0649'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD RECESSED ABOUT 10-CM BELOW
 DO0649'THE GROUND SURFACE AND DRIVEN TO A DEPTH OF 3.0 M, (9.8 FT) ENCASED IN
 DO0649'A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY CONCRETE FLUSH WITH
 DO0649'THE GROUND SURFACE.  NOTE--THE PREVIOUS DESCRIPTIONS STATE
 DO0649'59-STAINLESS STEEL ROD IN SLEEVE, THIS IS INCORRECT.
 DO0649
 DO0649                          STATION RECOVERY (1999)
 DO0649
 DO0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 DO0649'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST-NORTHWEST OF IOWA
 DO0649'PARK, ON THE NORTH RIGHT-OF-WAY OF THE BURLINGTON NORTHERN RAILROAD,
 DO0649'ALONG THE SOUTH FENCE LINE OF A RELAY STATION BUILDING, AT THE
 DO0649'JUNCTION OF HARMONY AND ELEKTRA ROADS.  OWNERSHIP--BURLINGTON NORTHERN
 DO0649'RAILROAD.  TO REACH THE STATION FROM THE OVERPASS JUNCTION OF US
 DO0649'HIGHWAYS 287 AND BUSINESS 287 (JOHNSON ROAD), IN THE NORTHWEST SIDE OF
 DO0649'IOWA PARK, GO WESTERLY ON HIGHWAY 287 FOR 2.91 KM (1.80 MI) TO THE
 DO0649'HARMONY ROAD EXIT RAMP.  BEAR RIGHT ON THE EXIT RAMP THEN FRONTAGE
 DO0649'ROAD FOR 0.5 KM (0.30 MI) TO A STOP SIGN AT A PAVED ROAD INTERSECTION.
 DO0649'TURN LEFT, SOUTH ON THE PAVED ROAD FOR 0.40 KM (0.25 MI) CROSSING
 DO0649'HIGHWAY 287 TO A T-JUNCTION.  TURN LEFT, EAST ON THE FRONTAGE ROAD FOR
 DO0649'0.49 KM (0.30 MI) TO A PAVED ROAD RIGHT. TURN RIGHT, SOUTH ON HARMONY
 DO0649'ROAD FOR 0.81 KM (0.50 MI) TO THE STATION ON THE LEFT, JUST BEFORE
 DO0649'REACHING RAILROAD TRACKS.  THE ROD IS RECESSED 6 CM BELOW GROUND.
 DO0649'LOCATED IT IS 29.3 M (96.1 FT) NORTH OF THE NEAR RAIL, 14.4 M (47.2
 DO0649'FT) NORTH-NORTHEAST OF A UTILITY POLE, 12.6 M (41.3 FT) EAST OF THE
 DO0649'CENTER OF HARMONY ROAD, 6.7 M (22.0 FT) SOUTHWEST OF THE SOUTHWEST
 DO0649'CORNER OF A SMALL RELAY BUILDING, 5.5 M (18.0 FT) EAST OF A CORNER
 DO0649'FENCE POST AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST AND
 DO0649'FENCE.
 DO0649
 DO0649                          STATION RECOVERY (2001)
 DO0649
 DO0649'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DP)
 DO0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0541 ***********************************************************************
 EM0541  DESIGNATION -  Y 1483
 EM0541  PID         -  EM0541
 EM0541  STATE/COUNTY-  TX/WILBARGER
 EM0541  USGS QUAD   -  VERNON (1983)
 EM0541
 EM0541                         *CURRENT SURVEY CONTROL
 EM0541  ___________________________________________________________________
 EM0541* NAD 83(1986)-  34 10 01.     (N)    099 18 17.     (W)     SCALED    
 EM0541* NAVD 88     -       371.819  (meters)    1219.88   (feet)  ADJUSTED  
 EM0541  ___________________________________________________________________
 EM0541  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0541  DYNAMIC HT  -         371.401 (meters)    1218.50  (feet)  COMP
 EM0541  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 EM0541
 EM0541  VERT ORDER  -  FIRST     CLASS II
 EM0541
 EM0541.The horizontal coordinates were scaled from a topographic map and have
 EM0541.an estimated accuracy of +/- 6 seconds.
 EM0541
 EM0541.The orthometric height was determined by differential leveling
 EM0541.and adjusted by the National Geodetic Survey in June 1991..
 EM0541
 EM0541.The geoid height was determined by GEOID03.
 EM0541
 EM0541.The dynamic height is computed by dividing the NAVD 88
 EM0541.geopotential number by the normal gravity value computed on the
 EM0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0541.degrees latitude (g = 980.6199 gals.).
 EM0541
 EM0541.The modeled gravity was interpolated from observed gravity values.
 EM0541
 EM0541;                    North         East    Units  Estimated Accuracy
 EM0541;SPC TXNC     - 2,277,560.      525,800.      MT  (+/- 180 meters Scaled)
 EM0541
 EM0541                          SUPERSEDED SURVEY CONTROL
 EM0541
 EM0541.No superseded survey control is available for this station.
 EM0541
 EM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC719807(NAD 83)
 EM0541_MARKER: I = METAL ROD
 EM0541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0541_SP_SET: STAINLESS STEEL ROD
 EM0541_STAMPING: Y 1483 1984
 EM0541_MARK LOGO: NGS   
 EM0541_PROJECTION: FLUSH
 EM0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0541_ROD/PIPE-DEPTH: 11.0 meters
 EM0541
 EM0541  HISTORY     - Date     Condition        Report By
 EM0541  HISTORY     - 1984     MONUMENTED       NGS
 EM0541
 EM0541                          STATION DESCRIPTION
 EM0541
 EM0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0541'1.9 KM (1.2 MI) NW FROM VERNON.
 EM0541'1.9 KM (1.2 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0541'FROM THE STATION IN VERNON, 21.4 METERS (70.2 FT) SOUTHWEST OF THE
 EM0541'NEAR RAIL, 12.4 METERS (40.7 FT) NORTHEAST OF THE CENTER OF A PAVED
 EM0541'ROAD, 9.2 METERS (30.2 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 EM0541'AND 1.2 METERS (3.9 FT) NORTHWEST OF A UTILITY POLE WITH 1 GUY WIRE.
 EM0541'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0541'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EM0541'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0598 ***********************************************************************
 EN0598  DESIGNATION -  Y 1484
 EN0598  PID         -  EN0598
 EN0598  STATE/COUNTY-  TX/HALL
 EN0598  USGS QUAD   -  ESTELLINE (1985)
 EN0598
 EN0598                         *CURRENT SURVEY CONTROL
 EN0598  ___________________________________________________________________
 EN0598* NAD 83(1986)-  34 35 13.     (N)    100 26 52.     (W)     SCALED    
 EN0598* NAVD 88     -       547.761  (meters)    1797.11   (feet)  ADJUSTED  
 EN0598  ___________________________________________________________________
 EN0598  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EN0598  DYNAMIC HT  -         547.143 (meters)    1795.09  (feet)  COMP
 EN0598  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 EN0598
 EN0598  VERT ORDER  -  FIRST     CLASS II
 EN0598
 EN0598.The horizontal coordinates were scaled from a topographic map and have
 EN0598.an estimated accuracy of +/- 6 seconds.
 EN0598
 EN0598.The orthometric height was determined by differential leveling
 EN0598.and adjusted by the National Geodetic Survey in June 1991..
 EN0598
 EN0598.The geoid height was determined by GEOID03.
 EN0598
 EN0598.The dynamic height is computed by dividing the NAVD 88
 EN0598.geopotential number by the normal gravity value computed on the
 EN0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0598.degrees latitude (g = 980.6199 gals.).
 EN0598
 EN0598.The modeled gravity was interpolated from observed gravity values.
 EN0598
 EN0598;                    North         East    Units  Estimated Accuracy
 EN0598;SPC TX N     - 1,065,630.      296,540.      MT  (+/- 180 meters Scaled)
 EN0598
 EN0598                          SUPERSEDED SURVEY CONTROL
 EN0598
 EN0598.No superseded survey control is available for this station.
 EN0598
 EN0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD672281(NAD 83)
 EN0598_MARKER: I = METAL ROD
 EN0598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0598_SP_SET: STAINLESS STEEL ROD
 EN0598_STAMPING: Y 1484 1984
 EN0598_MARK LOGO: NGS   
 EN0598_PROJECTION: FLUSH
 EN0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0598_ROD/PIPE-DEPTH: 8.9  meters
 EN0598
 EN0598  HISTORY     - Date     Condition        Report By
 EN0598  HISTORY     - 1984     MONUMENTED       NGS
 EN0598
 EN0598                          STATION DESCRIPTION
 EN0598
 EN0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0598'17.7 KM (11.0 MI) SOUTH FROM MEMPHIS.
 EN0598'17.7 KM (11.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0598'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 31.7 M (104.0 FT)
 EN0598'SOUTHEAST OF THE CENTER OF FARM ROAD 1619, 27.3 M (89.6 FT) SOUTHWEST
 EN0598'OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 16.5 M (54.1 FT)
 EN0598'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EN0598'HIGHWAY, AND 1.2 M (3.9 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS
 EN0598'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0598'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EN0598'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0936 ***********************************************************************
 DN0936  DESIGNATION -  Y 1485
 DN0936  PID         -  DN0936
 DN0936  STATE/COUNTY-  TX/WISE
 DN0936  USGS QUAD   -  SMYRNA (1978)
 DN0936
 DN0936                         *CURRENT SURVEY CONTROL
 DN0936  ___________________________________________________________________
 DN0936* NAD 83(1986)-  33 23 04.     (N)    097 43 00.     (W)     SCALED    
 DN0936* NAVD 88     -       252.260  (meters)     827.62   (feet)  ADJUSTED  
 DN0936  ___________________________________________________________________
 DN0936  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DN0936  DYNAMIC HT  -         251.980 (meters)     826.70  (feet)  COMP
 DN0936  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 DN0936
 DN0936  VERT ORDER  -  FIRST     CLASS II
 DN0936
 DN0936.The horizontal coordinates were scaled from a topographic map and have
 DN0936.an estimated accuracy of +/- 6 seconds.
 DN0936
 DN0936.The orthometric height was determined by differential leveling
 DN0936.and adjusted by the National Geodetic Survey in June 1991..
 DN0936
 DN0936.The geoid height was determined by GEOID03.
 DN0936
 DN0936.The dynamic height is computed by dividing the NAVD 88
 DN0936.geopotential number by the normal gravity value computed on the
 DN0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0936.degrees latitude (g = 980.6199 gals.).
 DN0936
 DN0936.The modeled gravity was interpolated from observed gravity values.
 DN0936
 DN0936;                    North         East    Units  Estimated Accuracy
 DN0936;SPC TXNC     - 2,190,760.      672,880.      MT  (+/- 180 meters Scaled)
 DN0936
 DN0936                          SUPERSEDED SURVEY CONTROL
 DN0936
 DN0936.No superseded survey control is available for this station.
 DN0936
 DN0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB193946(NAD 83)
 DN0936_MARKER: I = METAL ROD
 DN0936_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0936+WITH SETTING: INFORMATION.
 DN0936_SP_SET: SHALLOW SET METAL ROD
 DN0936_STAMPING: Y 1485 1984
 DN0936_MARK LOGO: NGS   
 DN0936_PROJECTION: FLUSH
 DN0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0936_ROD/PIPE-DEPTH: 2.7  meters
 DN0936
 DN0936  HISTORY     - Date     Condition        Report By
 DN0936  HISTORY     - 1984     MONUMENTED       NGS
 DN0936
 DN0936                          STATION DESCRIPTION
 DN0936
 DN0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0936'21.9 KM (13.6 MI) NW FROM DECATUR.
 DN0936'1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE BURLINGTON NORTHERN
 DN0936'RAILROAD STATION IN DECATUR, THENCE 20.4 KM (12.65 MI) NORTHWESTERLY
 DN0936'ALONG U.S. HIGHWAYS 287 AND 81, 26.4 METERS (86.6 FT) NORTHEAST OF THE
 DN0936'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 15.2 M
 DN0936'(49.9 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 11.2 METERS
 DN0936'(36.7 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 DN0936'RAILROAD, AND 0.8 METER (2.6 FT) NORTHWEST OF A UTILITY POLE.
 DN0936'NOTE=REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO THE DATUM POINT IS
 DN0936'THROUGH A 5-INCH LOGO CAP.
 DN0936'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DN0936'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0623 ***********************************************************************
 DO0623  DESIGNATION -  Y 1486
 DO0623  PID         -  DO0623
 DO0623  STATE/COUNTY-  TX/CLAY
 DO0623  USGS QUAD   -  HENRIETTA (1984)
 DO0623
 DO0623                         *CURRENT SURVEY CONTROL
 DO0623  ___________________________________________________________________
 DO0623* NAD 83(1986)-  33 46 24.     (N)    098 08 33.     (W)     SCALED    
 DO0623* NAVD 88     -       290.162  (meters)     951.97   (feet)  ADJUSTED  
 DO0623  ___________________________________________________________________
 DO0623  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DO0623  DYNAMIC HT  -         289.841 (meters)     950.92  (feet)  COMP
 DO0623  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 DO0623
 DO0623  VERT ORDER  -  FIRST     CLASS II
 DO0623
 DO0623.The horizontal coordinates were scaled from a topographic map and have
 DO0623.an estimated accuracy of +/- 6 seconds.
 DO0623
 DO0623.The orthometric height was determined by differential leveling
 DO0623.and adjusted by the National Geodetic Survey in June 1991..
 DO0623
 DO0623.The geoid height was determined by GEOID03.
 DO0623
 DO0623.The dynamic height is computed by dividing the NAVD 88
 DO0623.geopotential number by the normal gravity value computed on the
 DO0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0623.degrees latitude (g = 980.6199 gals.).
 DO0623
 DO0623.The modeled gravity was interpolated from observed gravity values.
 DO0623
 DO0623;                    North         East    Units  Estimated Accuracy
 DO0623;SPC TXNC     - 2,233,670.      633,110.      MT  (+/- 180 meters Scaled)
 DO0623
 DO0623                          SUPERSEDED SURVEY CONTROL
 DO0623
 DO0623.No superseded survey control is available for this station.
 DO0623
 DO0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC793373(NAD 83)
 DO0623_MARKER: DB = BENCH MARK DISK
 DO0623_SETTING: 66 = SET IN ROCK OUTCROP
 DO0623_SP_SET: ROCK OUTCROP
 DO0623_STAMPING: Y 1486 1984
 DO0623_MARK LOGO: NGS   
 DO0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0623+STABILITY: POSITION/ELEVATION WELL
 DO0623
 DO0623  HISTORY     - Date     Condition        Report By
 DO0623  HISTORY     - 1984     MONUMENTED       NGS
 DO0623
 DO0623                          STATION DESCRIPTION
 DO0623
 DO0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0623'35.8 KM (22.25 MI) SE FROM WICHITA FALLS.
 DO0623'35.8 KM (22.25 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 DO0623'RAILROAD FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, OR
 DO0623'37.4 KM (23.25 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN
 DO0623'RAILROAD FROM THE STATION IN BOWIE, IN THE CENTER OF A 20 FT EXPOSED
 DO0623'AREA OF OUTCROPPING BEDROCK IN A HIGHWAY CUT, 138.0 METERS (452.8 FT)
 DO0623'NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, 105.8 METERS
 DO0623'(347.1 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT, 20.6 METERS
 DO0623'(67.6 FT) SOUTHEAST OF A UTILITY POLE, 16.1 METERS (52.8 FT) SOUTHWEST
 DO0623'OF THE NEAR RAIL, AND 10.5 METERS (34.4 FT) NORTHEAST OF THE
 DO0623'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY.
 DO0623'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DO0623'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0576 ***********************************************************************
 EN0576  DESIGNATION -  Y 1487
 EN0576  PID         -  EN0576
 EN0576  STATE/COUNTY-  TX/CHILDRESS
 EN0576  USGS QUAD   -  CHILDRESS (1981)
 EN0576
 EN0576                         *CURRENT SURVEY CONTROL
 EN0576  ___________________________________________________________________
 EN0576* NAD 83(1986)-  34 24 24.     (N)    100 08 47.     (W)     SCALED    
 EN0576* NAVD 88     -       525.334  (meters)    1723.53   (feet)  ADJUSTED  
 EN0576  ___________________________________________________________________
 EN0576  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EN0576  DYNAMIC HT  -         524.735 (meters)    1721.57  (feet)  COMP
 EN0576  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 EN0576
 EN0576  VERT ORDER  -  FIRST     CLASS II
 EN0576
 EN0576.The horizontal coordinates were scaled from a topographic map and have
 EN0576.an estimated accuracy of +/- 6 seconds.
 EN0576
 EN0576.The orthometric height was determined by differential leveling
 EN0576.and adjusted by the National Geodetic Survey in June 1991..
 EN0576
 EN0576.The geoid height was determined by GEOID03.
 EN0576
 EN0576.The dynamic height is computed by dividing the NAVD 88
 EN0576.geopotential number by the normal gravity value computed on the
 EN0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0576.degrees latitude (g = 980.6199 gals.).
 EN0576
 EN0576.The modeled gravity was interpolated from observed gravity values.
 EN0576
 EN0576;                    North         East    Units  Estimated Accuracy
 EN0576;SPC TX N     - 1,045,970.      324,460.      MT  (+/- 180 meters Scaled)
 EN0576
 EN0576                          SUPERSEDED SURVEY CONTROL
 EN0576
 EN0576.No superseded survey control is available for this station.
 EN0576
 EN0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD946078(NAD 83)
 EN0576_MARKER: I = METAL ROD
 EN0576_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EN0576_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EN0576_STAMPING: Y 1487 1984
 EN0576_MARK LOGO: NGS   
 EN0576_PROJECTION: FLUSH
 EN0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0576+STABILITY: POSITION/ELEVATION WELL
 EN0576_ROD/PIPE-DEPTH: 9.1  meters
 EN0576_SLEEVE-DEPTH  : 8.8 meters
 EN0576
 EN0576  HISTORY     - Date     Condition        Report By
 EN0576  HISTORY     - 1984     MONUMENTED       NGS
 EN0576
 EN0576                          STATION DESCRIPTION
 EN0576
 EN0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0576'8.0 KM (4.95 MI) SE FROM CHILDRESS.
 EN0576'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0576'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 0.3 KM (0.2 MI) NORTHWEST
 EN0576'OF A CROSSROAD, 33.8 M (110.9 FT) EAST-NORTHEAST OF THE NORTHEAST
 EN0576'CORNER OF A HIGHWAY BRIDGE OVER NORTH GROESBECK CREEK, 22.5 M
 EN0576'(73.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 EN0576'THE HIGHWAY, 21.2 M (69.6 FT) NORTH-NORTHWEST OF THE SOUTHEAST END OF
 EN0576'A GUARD RAIL, AND 16.0 M (52.5 FT) SOUTHEAST OF A FENCE CORNER.
 EN0576'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0576'THE MARK IS 0.7 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0576'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1306 ***********************************************************************
 GL1306  DESIGNATION -  Y 1488
 GL1306  PID         -  GL1306
 GL1306  STATE/COUNTY-  TX/DALLAM
 GL1306  USGS QUAD   -  COLDWATER EAST (1973)
 GL1306
 GL1306                         *CURRENT SURVEY CONTROL
 GL1306  ___________________________________________________________________
 GL1306* NAD 83(1986)-  36 27 58.     (N)    102 32 23.     (W)     SCALED    
 GL1306* NAVD 88     -      1247.895  (meters)    4094.14   (feet)  ADJUSTED  
 GL1306  ___________________________________________________________________
 GL1306  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 GL1306  DYNAMIC HT  -        1246.500 (meters)    4089.56  (feet)  COMP
 GL1306  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 GL1306
 GL1306  VERT ORDER  -  FIRST     CLASS II
 GL1306
 GL1306.The horizontal coordinates were scaled from a topographic map and have
 GL1306.an estimated accuracy of +/- 6 seconds.
 GL1306
 GL1306.The orthometric height was determined by differential leveling
 GL1306.and adjusted by the National Geodetic Survey in June 1991..
 GL1306
 GL1306.The geoid height was determined by GEOID03.
 GL1306
 GL1306.The dynamic height is computed by dividing the NAVD 88
 GL1306.geopotential number by the normal gravity value computed on the
 GL1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1306.degrees latitude (g = 980.6199 gals.).
 GL1306
 GL1306.The modeled gravity was interpolated from observed gravity values.
 GL1306
 GL1306;                    North         East    Units  Estimated Accuracy
 GL1306;SPC TX N     - 1,274,090.      106,800.      MT  (+/- 180 meters Scaled)
 GL1306
 GL1306                          SUPERSEDED SURVEY CONTROL
 GL1306
 GL1306.No superseded survey control is available for this station.
 GL1306
 GL1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA204384(NAD 83)
 GL1306_MARKER: I = METAL ROD
 GL1306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1306_SP_SET: STAINLESS STEEL ROD
 GL1306_STAMPING: Y 1488 1985
 GL1306_MARK LOGO: NGS   
 GL1306_PROJECTION: FLUSH
 GL1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1306_ROD/PIPE-DEPTH: 6.1  meters
 GL1306
 GL1306  HISTORY     - Date     Condition        Report By
 GL1306  HISTORY     - 1985     MONUMENTED       NGS
 GL1306
 GL1306                          STATION DESCRIPTION
 GL1306
 GL1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1306'31.6 KM (19.65 MI) SOUT FROM BOISE CITY OK.
 GL1306'31.6 KM (19.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 GL1306'COURTHOUSE IN BOISE CITY, 1.1 KM (0.7 MI) NORTH OF THE INTERSECTION OF
 GL1306'FARM ROAD 296, 22.9 M (75.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GL1306'AND 11.5 M (37.1 FT) SOUTH OF THE CENTER OF A GATE AND DIRT ROAD
 GL1306'LEADING EAST A WINDMILL. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GL1306'5-INCH LOGO CAP.
 GL1306'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1306'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0617 ***********************************************************************
 EN0617  DESIGNATION -  Y 1489
 EN0617  PID         -  EN0617
 EN0617  STATE/COUNTY-  TX/DONLEY
 EN0617  USGS QUAD   -  HEDLEY (1982)
 EN0617
 EN0617                         *CURRENT SURVEY CONTROL
 EN0617  ___________________________________________________________________
 EN0617* NAD 83(1986)-  34 52 07.     (N)    100 40 54.     (W)     SCALED    
 EN0617* NAVD 88     -       818.285  (meters)    2684.66   (feet)  ADJUSTED  
 EN0617  ___________________________________________________________________
 EN0617  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EN0617  DYNAMIC HT  -         817.354 (meters)    2681.60  (feet)  COMP
 EN0617  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 EN0617
 EN0617  VERT ORDER  -  FIRST     CLASS II
 EN0617
 EN0617.The horizontal coordinates were scaled from a topographic map and have
 EN0617.an estimated accuracy of +/- 6 seconds.
 EN0617
 EN0617.The orthometric height was determined by differential leveling
 EN0617.and adjusted by the National Geodetic Survey in June 1991..
 EN0617
 EN0617.The geoid height was determined by GEOID03.
 EN0617
 EN0617.The dynamic height is computed by dividing the NAVD 88
 EN0617.geopotential number by the normal gravity value computed on the
 EN0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0617.degrees latitude (g = 980.6199 gals.).
 EN0617
 EN0617.The modeled gravity was interpolated from observed gravity values.
 EN0617
 EN0617;                    North         East    Units  Estimated Accuracy
 EN0617;SPC TX N     - 1,096,670.      274,820.      MT  (+/- 180 meters Scaled)
 EN0617
 EN0617                          SUPERSEDED SURVEY CONTROL
 EN0617
 EN0617.No superseded survey control is available for this station.
 EN0617
 EN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD462597(NAD 83)
 EN0617_MARKER: I = METAL ROD
 EN0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0617_SP_SET: STAINLESS STEEL ROD
 EN0617_STAMPING: Y 1489 1984
 EN0617_MARK LOGO: NGS   
 EN0617_PROJECTION: FLUSH
 EN0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0617_ROD/PIPE-DEPTH: 6.7  meters
 EN0617
 EN0617  HISTORY     - Date     Condition        Report By
 EN0617  HISTORY     - 1984     MONUMENTED       NGS
 EN0617
 EN0617                          STATION DESCRIPTION
 EN0617
 EN0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0617'21.9 KM (13.6 MI) NW FROM MEMPHIS.
 EN0617'21.9 KM (13.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0617'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, OR 21.7 KM (13.5 MI)
 EN0617'SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH STATE
 EN0617'HIGHWAY 70 AT CLARENDON, 18.4 M (60.4 FT) SOUTH OF THE CENTERLINE OF
 EN0617'THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 10.3 M (33.8 FT) NORTHWEST
 EN0617'OF A UTILITY POLE, 6.7 M (22.0 FT) WEST OF THE CENTER OF A GATE AND
 EN0617'FIELD ENTRANCE, AND 3.2 M (10.5 FT) WEST OF A FENCE CORNER.
 EN0617'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0617'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EN0617'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1599 ***********************************************************************
 FL1599  DESIGNATION -  Y 1490
 FL1599  PID         -  FL1599
 FL1599  STATE/COUNTY-  TX/CARSON
 FL1599  USGS QUAD   -  CLAUDE NE (1983)
 FL1599
 FL1599                         *CURRENT SURVEY CONTROL
 FL1599  ___________________________________________________________________
 FL1599* NAD 83(1986)-  35 12 26.     (N)    101 20 50.     (W)     SCALED    
 FL1599* NAVD 88     -      1045.338  (meters)    3429.58   (feet)  ADJUSTED  
 FL1599  ___________________________________________________________________
 FL1599  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL1599  DYNAMIC HT  -        1044.108 (meters)    3425.54  (feet)  COMP
 FL1599  MODELED GRAV-     979,421.3   (mgal)                       NAVD 88
 FL1599
 FL1599  VERT ORDER  -  FIRST     CLASS II
 FL1599
 FL1599.The horizontal coordinates were scaled from a topographic map and have
 FL1599.an estimated accuracy of +/- 6 seconds.
 FL1599
 FL1599.The orthometric height was determined by differential leveling
 FL1599.and adjusted by the National Geodetic Survey in June 1991..
 FL1599
 FL1599.The geoid height was determined by GEOID03.
 FL1599
 FL1599.The dynamic height is computed by dividing the NAVD 88
 FL1599.geopotential number by the normal gravity value computed on the
 FL1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1599.degrees latitude (g = 980.6199 gals.).
 FL1599
 FL1599.The modeled gravity was interpolated from observed gravity values.
 FL1599
 FL1599;                    North         East    Units  Estimated Accuracy
 FL1599;SPC TX N     - 1,133,940.      213,910.      MT  (+/- 180 meters Scaled)
 FL1599
 FL1599                          SUPERSEDED SURVEY CONTROL
 FL1599
 FL1599.No superseded survey control is available for this station.
 FL1599
 FL1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD863985(NAD 83)
 FL1599_MARKER: I = METAL ROD
 FL1599_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FL1599+WITH SETTING: INFORMATION.
 FL1599_SP_SET: SHALLOW-SET METAL ROD
 FL1599_STAMPING: Y 1490 1984
 FL1599_MARK LOGO: NGS   
 FL1599_PROJECTION: FLUSH
 FL1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1599_ROD/PIPE-DEPTH: 1.2  meters
 FL1599
 FL1599  HISTORY     - Date     Condition        Report By
 FL1599  HISTORY     - 1984     MONUMENTED       NGS
 FL1599
 FL1599                          STATION DESCRIPTION
 FL1599
 FL1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1599'40.4 KM (25.1 MI) WEST FROM JERICHO.
 FL1599'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1599'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 40.4 KM (25.1
 FL1599'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD,
 FL1599'103.6 M (339.9 FT) EAST OF THE NORTHEAST CORNER OF A SMALL RAILROAD
 FL1599'BRIDGE, 14.3 M (46.9 FT) NORTH OF THE NEAR RAIL, AND 12.3 M (40.4 FT)
 FL1599'SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD.  NOTE=REFUSAL WAS REACHED
 FL1599'AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1599'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FL1599'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1589 ***********************************************************************
 FL1589  DESIGNATION -  Y 1491
 FL1589  PID         -  FL1589
 FL1589  STATE/COUNTY-  TX/POTTER
 FL1589  USGS QUAD   -  PULLMAN (1973)
 FL1589
 FL1589                         *CURRENT SURVEY CONTROL
 FL1589  ___________________________________________________________________
 FL1589* NAD 83(1986)-  35 11 34.     (N)    101 42 26.     (W)     SCALED    
 FL1589* NAVD 88     -      1099.360  (meters)    3606.82   (feet)  ADJUSTED  
 FL1589  ___________________________________________________________________
 FL1589  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL1589  DYNAMIC HT  -        1098.053 (meters)    3602.53  (feet)  COMP
 FL1589  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 FL1589
 FL1589  VERT ORDER  -  FIRST     CLASS II
 FL1589
 FL1589.The horizontal coordinates were scaled from a topographic map and have
 FL1589.an estimated accuracy of +/- 6 seconds.
 FL1589
 FL1589.The orthometric height was determined by differential leveling
 FL1589.and adjusted by the National Geodetic Survey in June 1991..
 FL1589
 FL1589.The geoid height was determined by GEOID03.
 FL1589
 FL1589.The dynamic height is computed by dividing the NAVD 88
 FL1589.geopotential number by the normal gravity value computed on the
 FL1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1589.degrees latitude (g = 980.6199 gals.).
 FL1589
 FL1589.The modeled gravity was interpolated from observed gravity values.
 FL1589
 FL1589;                    North         East    Units  Estimated Accuracy
 FL1589;SPC TX N     - 1,132,340.      181,130.      MT  (+/- 180 meters Scaled)
 FL1589
 FL1589                          SUPERSEDED SURVEY CONTROL
 FL1589
 FL1589.No superseded survey control is available for this station.
 FL1589
 FL1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD535977(NAD 83)
 FL1589_MARKER: DB = BENCH MARK DISK
 FL1589_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1589_SP_SET: PIER
 FL1589_STAMPING: Y 1491 1984
 FL1589_MARK LOGO: NGS   
 FL1589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1589+STABILITY: POSITION/ELEVATION WELL
 FL1589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1589+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1589
 FL1589  HISTORY     - Date     Condition        Report By
 FL1589  HISTORY     - 1984     MONUMENTED       NGS
 FL1589  HISTORY     - 20040804 GOOD             USPSQD
 FL1589  HISTORY     - 20050805 GOOD             USPSQD
 FL1589
 FL1589                          STATION DESCRIPTION
 FL1589
 FL1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1589'12.2 KM (7.6 MI) EAST FROM AMARILLO.
 FL1589'12.2 KM (7.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1589'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, SET VERTICALLY IN
 FL1589'THE NORTH FACE OF THE MOST NORTHERLY 1 OF 8 COLUMNS OF THE FIRST PIER
 FL1589'EAST OF THE WEST ABUTMENT OF THE HIGHWAY BRIDGE OVERPASS OF FARM ROAD
 FL1589'1258 (EXIT 78), 9.7 M (31.8 FT) WEST OF THE CENTERLINE OF THE FARM
 FL1589'ROAD, AND 6.8 M (27.3 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES
 FL1589'OF THE HIGHWAY.
 FL1589'THE MARK IS 1.3 M ABOVE THE GROUND.
 FL1589
 FL1589                          STATION RECOVERY (2004)
 FL1589
 FL1589'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1589'RECOVERED IN GOOD CONDITION.
 FL1589
 FL1589                          STATION RECOVERY (2005)
 FL1589
 FL1589'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1589'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0814 ***********************************************************************
 FM0814  DESIGNATION -  Y 1492
 FM0814  PID         -  FM0814
 FM0814  STATE/COUNTY-  TX/POTTER
 FM0814  USGS QUAD   -  BODEN (1966)
 FM0814
 FM0814                         *CURRENT SURVEY CONTROL
 FM0814  ___________________________________________________________________
 FM0814* NAD 83(1986)-  35 24 00.     (N)    102 05 45.     (W)     SCALED    
 FM0814* NAVD 88     -      1048.002  (meters)    3438.32   (feet)  ADJUSTED  
 FM0814  ___________________________________________________________________
 FM0814  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FM0814  DYNAMIC HT  -        1046.766 (meters)    3434.26  (feet)  COMP
 FM0814  MODELED GRAV-     979,419.7   (mgal)                       NAVD 88
 FM0814
 FM0814  VERT ORDER  -  FIRST     CLASS II
 FM0814
 FM0814.The horizontal coordinates were scaled from a topographic map and have
 FM0814.an estimated accuracy of +/- 6 seconds.
 FM0814
 FM0814.The orthometric height was determined by differential leveling
 FM0814.and adjusted by the National Geodetic Survey in June 1991..
 FM0814
 FM0814.The geoid height was determined by GEOID03.
 FM0814
 FM0814.The dynamic height is computed by dividing the NAVD 88
 FM0814.geopotential number by the normal gravity value computed on the
 FM0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0814.degrees latitude (g = 980.6199 gals.).
 FM0814
 FM0814.The modeled gravity was interpolated from observed gravity values.
 FM0814
 FM0814;                    North         East    Units  Estimated Accuracy
 FM0814;SPC TX N     - 1,155,470.      145,880.      MT  (+/- 180 meters Scaled)
 FM0814
 FM0814                          SUPERSEDED SURVEY CONTROL
 FM0814
 FM0814.No superseded survey control is available for this station.
 FM0814
 FM0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV637212(NAD 83)
 FM0814_MARKER: I = METAL ROD
 FM0814_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0814_SP_SET: STAINLESS STEEL ROD
 FM0814_STAMPING: Y 1492 1985
 FM0814_MARK LOGO: NGS   
 FM0814_PROJECTION: FLUSH
 FM0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0814_ROD/PIPE-DEPTH: 3.1  meters
 FM0814
 FM0814  HISTORY     - Date     Condition        Report By
 FM0814  HISTORY     - 1985     MONUMENTED       NGS
 FM0814
 FM0814                          STATION DESCRIPTION
 FM0814
 FM0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0814'31.1 KM (19.3 MI) NW FROM AMARILLO.
 FM0814'31.3 KM (19.3 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0814'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 16.0 M (52.5 FT) NORTH OF
 FM0814'THE CENTER OF A DIRT ROAD LEADING EAST, 15.1 M (49.5 FT) EAST OF THE
 FM0814'CENTERLINE OF THE ROAD, AND 5.5 M (18.0 FT) NORTH OF A WOODEN FENCE
 FM0814'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0814'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FM0814'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1551 ***********************************************************************
 FL1551  DESIGNATION -  Y 1493
 FL1551  PID         -  FL1551
 FL1551  STATE/COUNTY-  TX/POTTER
 FL1551  USGS QUAD   -  AMARILLO WEST (1973)
 FL1551
 FL1551                         *CURRENT SURVEY CONTROL
 FL1551  ___________________________________________________________________
 FL1551* NAD 83(1986)-  35 12 53.     (N)    101 54 26.     (W)     SCALED    
 FL1551* NAVD 88     -      1109.603  (meters)    3640.42   (feet)  ADJUSTED  
 FL1551  ___________________________________________________________________
 FL1551  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FL1551  DYNAMIC HT  -        1108.286 (meters)    3636.10  (feet)  COMP
 FL1551  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 FL1551
 FL1551  VERT ORDER  -  FIRST     CLASS II
 FL1551
 FL1551.The horizontal coordinates were scaled from a topographic map and have
 FL1551.an estimated accuracy of +/- 6 seconds.
 FL1551
 FL1551.The orthometric height was determined by differential leveling
 FL1551.and adjusted by the National Geodetic Survey in June 1991..
 FL1551
 FL1551.The geoid height was determined by GEOID03.
 FL1551
 FL1551.The dynamic height is computed by dividing the NAVD 88
 FL1551.geopotential number by the normal gravity value computed on the
 FL1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1551.degrees latitude (g = 980.6199 gals.).
 FL1551
 FL1551.The modeled gravity was interpolated from observed gravity values.
 FL1551
 FL1551;                    North         East    Units  Estimated Accuracy
 FL1551;SPC TX N     - 1,134,830.      162,930.      MT  (+/- 180 meters Scaled)
 FL1551
 FL1551                          SUPERSEDED SURVEY CONTROL
 FL1551
 FL1551.No superseded survey control is available for this station.
 FL1551
 FL1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE353007(NAD 83)
 FL1551_MARKER: I = METAL ROD
 FL1551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1551_SP_SET: STAINLESS STEEL ROD
 FL1551_STAMPING: Y 1493 1985
 FL1551_MARK LOGO: NGS   
 FL1551_PROJECTION: FLUSH
 FL1551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FL1551+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 FL1551_ROD/PIPE-DEPTH: 5.5  meters
 FL1551
 FL1551  HISTORY     - Date     Condition        Report By
 FL1551  HISTORY     - 1985     MONUMENTED       NGS
 FL1551  HISTORY     - 20060706 GOOD             GEOCAC
 FL1551
 FL1551                          STATION DESCRIPTION
 FL1551
 FL1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1551'0.5 KM (0.3 MI) NW FROM AMARILLO.
 FL1551'0.5 KM (0.3 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FL1551'WITH U.S. HIGHWAY 66 IN AMARILLO, 19.3 M (63.3 FT) NORTHWEST OF THE
 FL1551'CENTER OF PLUM CREEK DRIVE, 11.6 M (38.1 FT) SOUTHWEST OF THE
 FL1551'CENTERLINE OF THE ROAD, 2.0 M (6.6 FT) SOUTH-SOUTHWEST OF A UTILITY
 FL1551'POLE WITH A LIGHT, AND 1.3 M (4.3 FT) SOUTH-SOUTHEAST OF A BRICK FENCE
 FL1551'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FL1551'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 FL1551
 FL1551                          STATION RECOVERY (2006)
 FL1551
 FL1551'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 FL1551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2524 ***********************************************************************
 CS2524  DESIGNATION -  Y 1495
 CS2524  PID         -  CS2524
 CS2524  STATE/COUNTY-  TX/DALLAS
 CS2524  USGS QUAD   -  GARLAND (1973)
 CS2524
 CS2524                         *CURRENT SURVEY CONTROL
 CS2524  ___________________________________________________________________
 CS2524* NAD 83(1986)-  32 54 52.     (N)    096 38 40.     (W)     SCALED    
 CS2524* NAVD 88     -       171.539  (meters)     562.79   (feet)  ADJUSTED  
 CS2524  ___________________________________________________________________
 CS2524  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CS2524  DYNAMIC HT  -         171.350 (meters)     562.17  (feet)  COMP
 CS2524  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 CS2524
 CS2524  VERT ORDER  -  FIRST     CLASS II
 CS2524
 CS2524.The horizontal coordinates were scaled from a topographic map and have
 CS2524.an estimated accuracy of +/- 6 seconds.
 CS2524
 CS2524.The orthometric height was determined by differential leveling
 CS2524.and adjusted by the National Geodetic Survey in June 1991..
 CS2524
 CS2524.The geoid height was determined by GEOID03.
 CS2524
 CS2524.The dynamic height is computed by dividing the NAVD 88
 CS2524.geopotential number by the normal gravity value computed on the
 CS2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2524.degrees latitude (g = 980.6199 gals.).
 CS2524
 CS2524.The modeled gravity was interpolated from observed gravity values.
 CS2524
 CS2524;                    North         East    Units  Estimated Accuracy
 CS2524;SPC TXNC     - 2,139,900.      773,540.      MT  (+/- 180 meters Scaled)
 CS2524
 CS2524                          SUPERSEDED SURVEY CONTROL
 CS2524
 CS2524.No superseded survey control is available for this station.
 CS2524
 CS2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB202442(NAD 83)
 CS2524_MARKER: I = METAL ROD
 CS2524_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2524+WITH SETTING: INFORMATION.
 CS2524_SP_SET: SHALLOW-SET METAL ROD
 CS2524_STAMPING: Y 1495 1986
 CS2524_MARK LOGO: NGS   
 CS2524_PROJECTION: FLUSH
 CS2524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2524_ROD/PIPE-DEPTH: 1.8  meters
 CS2524
 CS2524  HISTORY     - Date     Condition        Report By
 CS2524  HISTORY     - 1986     MONUMENTED       NGS
 CS2524
 CS2524                          STATION DESCRIPTION
 CS2524
 CS2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2524'IN GARLAND.
 CS2524'IN GARLAND, AT THE INTERSECTION OF AUSTIN AND NEWMAN STREETS, 18.1 M
 CS2524'(59.4 FT) SOUTH OF THE NEAR RAIL OF THE MISSOURI KANSAS TEXAS
 CS2524'RAILROAD, 13.1 M (43.0 FT) NORTH OF THE CENTERLINE OF AUSTIN STREET,
 CS2524'5.8 M (19.0 FT) WEST OF THE CENTER OF NEWMAN STREET, AND 0.8 M (2.6
 CS2524'FT) EAST OF UTILITY POLE NUMBER 2262 455 6902.  NOTE--ACCESS TO DATUM
 CS2524'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2524'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6331 ***********************************************************************
 AC6331  DESIGNATION -  Y 1496
 AC6331  PID         -  AC6331
 AC6331  STATE/COUNTY-  TX/HARRIS
 AC6331  USGS QUAD   -  HUMBLE (1995)
 AC6331
 AC6331                         *CURRENT SURVEY CONTROL
 AC6331  ___________________________________________________________________
 AC6331* NAD 83(1986)-  29 55 54.     (N)    095 21 27.     (W)     SCALED    
 AC6331* NAVD 88     -        21.780  (meters)      71.46   (feet)  ADJUSTED  
 AC6331  ___________________________________________________________________
 AC6331  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AC6331  DYNAMIC HT  -          21.750 (meters)      71.36  (feet)  COMP
 AC6331  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 AC6331
 AC6331  VERT ORDER  -  FIRST     CLASS II
 AC6331
 AC6331.The horizontal coordinates were scaled from a topographic map and have
 AC6331.an estimated accuracy of +/- 6 seconds.
 AC6331
 AC6331.The orthometric height was determined by differential leveling
 AC6331.and adjusted by the National Geodetic Survey in July 2002..
 AC6331
 AC6331.The geoid height was determined by GEOID03.
 AC6331
 AC6331.The dynamic height is computed by dividing the NAVD 88
 AC6331.geopotential number by the normal gravity value computed on the
 AC6331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6331.degrees latitude (g = 980.6199 gals.).
 AC6331
 AC6331.The modeled gravity was interpolated from observed gravity values.
 AC6331
 AC6331;                    North         East    Units  Estimated Accuracy
 AC6331;SPC TXSC     - 4,238,030.      951,610.      MT  (+/- 180 meters Scaled)
 AC6331
 AC6331                          SUPERSEDED SURVEY CONTROL
 AC6331
 AC6331.No superseded survey control is available for this station.
 AC6331
 AC6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP724135(NAD 83)
 AC6331_MARKER: I = METAL ROD
 AC6331_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6331_STAMPING: Y 1496 1996
 AC6331_MARK LOGO: NGS   
 AC6331_PROJECTION: FLUSH
 AC6331_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6331+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AC6331_ROD/PIPE-DEPTH: 4.8  meters
 AC6331_SLEEVE-DEPTH  : 0.9 meters
 AC6331
 AC6331  HISTORY     - Date     Condition        Report By
 AC6331  HISTORY     - 1996     MONUMENTED       NGS
 AC6331  HISTORY     - 20051015 GOOD             USPSQD
 AC6331
 AC6331                          STATION DESCRIPTION
 AC6331
 AC6331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6331'IN HUMBLE, AT THE INTERSECTION OF ALDINE BENDER AND ALDINE WESTFIELD
 AC6331'ROADS, 126.0 M (413.4 FT) WEST OF THE CENTER OF ALDINE WESTFIELD ROAD,
 AC6331'11.9 M (39.0 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF ALDINE
 AC6331'BENDER ROAD, 2.3 M (7.5 FT) NORTH OF A UTILITY POLE, 1.8 M (5.9 FT)
 AC6331'SOUTH OF A UTILITY POLE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST,
 AC6331'AND 0.3 M (1.0 FT) SOUTHEAST OF A GUY CABLE ANCHOR. NOTE--ACCESS TO
 AC6331'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AC6331'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC6331
 AC6331                          STATION RECOVERY (2005)
 AC6331
 AC6331'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6331'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0853 ***********************************************************************
 FM0853  DESIGNATION -  Y 1497
 FM0853  PID         -  FM0853
 FM0853  STATE/COUNTY-  TX/HARTLEY
 FM0853  USGS QUAD   -  HARTLEY (1973)
 FM0853
 FM0853                         *CURRENT SURVEY CONTROL
 FM0853  ___________________________________________________________________
 FM0853* NAD 83(1986)-  35 59 06.     (N)    102 27 16.     (W)     SCALED    
 FM0853* NAVD 88     -      1196.146  (meters)    3924.36   (feet)  ADJUSTED  
 FM0853  ___________________________________________________________________
 FM0853  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 FM0853  DYNAMIC HT  -        1194.750 (meters)    3919.78  (feet)  COMP
 FM0853  MODELED GRAV-     979,425.3   (mgal)                       NAVD 88
 FM0853
 FM0853  VERT ORDER  -  FIRST     CLASS II
 FM0853
 FM0853.The horizontal coordinates were scaled from a topographic map and have
 FM0853.an estimated accuracy of +/- 6 seconds.
 FM0853
 FM0853.The orthometric height was determined by differential leveling
 FM0853.and adjusted by the National Geodetic Survey in June 1991..
 FM0853
 FM0853.The geoid height was determined by GEOID03.
 FM0853
 FM0853.The dynamic height is computed by dividing the NAVD 88
 FM0853.geopotential number by the normal gravity value computed on the
 FM0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0853.degrees latitude (g = 980.6199 gals.).
 FM0853
 FM0853.The modeled gravity was interpolated from observed gravity values.
 FM0853
 FM0853;                    North         East    Units  Estimated Accuracy
 FM0853;SPC TX N     - 1,220,630.      113,930.      MT  (+/- 180 meters Scaled)
 FM0853
 FM0853                          SUPERSEDED SURVEY CONTROL
 FM0853
 FM0853.No superseded survey control is available for this station.
 FM0853
 FM0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV294852(NAD 83)
 FM0853_MARKER: I = METAL ROD
 FM0853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0853_SP_SET: STAINLESS STEEL ROD
 FM0853_STAMPING: Y 1494 1985
 FM0853_MARK LOGO: NGS   
 FM0853_PROJECTION: FLUSH
 FM0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0853+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0853_ROD/PIPE-DEPTH: 3.7  meters
 FM0853
 FM0853  HISTORY     - Date     Condition        Report By
 FM0853  HISTORY     - 1985     MONUMENTED       NGS
 FM0853  HISTORY     - 20040805 GOOD             USPSQD
 FM0853
 FM0853                          STATION DESCRIPTION
 FM0853
 FM0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0853'10.9 KM (6.8 MI) SOUTH FROM DALHART.
 FM0853'10.9 KM (6.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0853'WITH U.S. HIGHWAY 54 IN DALHART, 51.8 M (169.9 FT) SOUTHEAST OF THE
 FM0853'CENTER OF A DRIVEWAY LEADING TO THE CORDAN RESIDENCE, 34.8 M (114.0
 FM0853'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 15.2 M (49.9 FT)
 FM0853'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 6.1 M (20.0 FT)
 FM0853'SOUTHEAST OF A FENCE CORNER AND UTILITY POLE. NOTE--ACCESS TO DATUM
 FM0853'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0853'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0853'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FM0853
 FM0853                          STATION RECOVERY (2004)
 FM0853
 FM0853'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0853'FOUND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1015 ***********************************************************************
 DN1015  DESIGNATION -  Y 1497
 DN1015  PID         -  DN1015
 DN1015  STATE/COUNTY-  TX/HUNT
 DN1015  USGS QUAD   -  GREENVILLE NW (1962)
 DN1015
 DN1015                         *CURRENT SURVEY CONTROL
 DN1015  ___________________________________________________________________
 DN1015* NAD 83(1986)-  33 08 24.     (N)    096 07 38.     (W)     SCALED    
 DN1015* NAVD 88     -       172.806  (meters)     566.95   (feet)  ADJUSTED  
 DN1015  ___________________________________________________________________
 DN1015  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DN1015  DYNAMIC HT  -         172.618 (meters)     566.33  (feet)  COMP
 DN1015  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 DN1015
 DN1015  VERT ORDER  -  FIRST     CLASS II
 DN1015
 DN1015.The horizontal coordinates were scaled from a topographic map and have
 DN1015.an estimated accuracy of +/- 6 seconds.
 DN1015
 DN1015.The orthometric height was determined by differential leveling
 DN1015.and adjusted by the National Geodetic Survey in June 1991..
 DN1015
 DN1015.The geoid height was determined by GEOID03.
 DN1015
 DN1015.The dynamic height is computed by dividing the NAVD 88
 DN1015.geopotential number by the normal gravity value computed on the
 DN1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1015.degrees latitude (g = 980.6199 gals.).
 DN1015
 DN1015.The modeled gravity was interpolated from observed gravity values.
 DN1015
 DN1015;                    North         East    Units  Estimated Accuracy
 DN1015;SPC TXNC     - 2,165,880.      821,350.      MT  (+/- 180 meters Scaled)
 DN1015
 DN1015                          SUPERSEDED SURVEY CONTROL
 DN1015
 DN1015.No superseded survey control is available for this station.
 DN1015
 DN1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB679704(NAD 83)
 DN1015_MARKER: I = METAL ROD
 DN1015_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1015_SP_SET: STAINLESS STEEL ROD
 DN1015_STAMPING: Y 1497 1986
 DN1015_MARK LOGO: NGS   
 DN1015_PROJECTION: RECESSED 1 CENTIMETERS
 DN1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1015_ROD/PIPE-DEPTH: 7.3  meters
 DN1015
 DN1015  HISTORY     - Date     Condition        Report By
 DN1015  HISTORY     - 1986     MONUMENTED       NGS
 DN1015  HISTORY     - 19940418 GOOD             USPSQD
 DN1015
 DN1015                          STATION DESCRIPTION
 DN1015
 DN1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1015'IN GREENVILLE.
 DN1015'IN GREENVILLE, AT THE INTERSECTION OF LEE AND ABILENE STREETS, 11.6 M
 DN1015'(38.1 FT) NORTH OF THE CENTERLINE OF LEE STREET, 9.8 M (32.2 FT)
 DN1015'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 9.5 M (31.2 FT)
 DN1015'WEST OF THE CENTER OF ABILENE STREET, 4.0 M (13.1 FT) SOUTH OF A FIRE
 DN1015'HYDRANT, AND 0.8 M (2.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO
 DN1015'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1015'THE MARK IS 0.3 M ABOVE ABILENE STREET.
 DN1015
 DN1015                          STATION RECOVERY (1994)
 DN1015
 DN1015'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2523 ***********************************************************************
 CS2523  DESIGNATION -  Y 1498
 CS2523  PID         -  CS2523
 CS2523  STATE/COUNTY-  TX/DALLAS
 CS2523  USGS QUAD   -  ROWLETT (1973)
 CS2523
 CS2523                         *CURRENT SURVEY CONTROL
 CS2523  ___________________________________________________________________
 CS2523* NAD 83(1986)-  32 54 09.     (N)    096 33 48.     (W)     SCALED    
 CS2523* NAVD 88     -       153.198  (meters)     502.62   (feet)  ADJUSTED  
 CS2523  ___________________________________________________________________
 CS2523  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CS2523  DYNAMIC HT  -         153.030 (meters)     502.07  (feet)  COMP
 CS2523  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 CS2523
 CS2523  VERT ORDER  -  FIRST     CLASS II
 CS2523
 CS2523.The horizontal coordinates were scaled from a topographic map and have
 CS2523.an estimated accuracy of +/- 6 seconds.
 CS2523
 CS2523.The orthometric height was determined by differential leveling
 CS2523.and adjusted by the National Geodetic Survey in June 1991..
 CS2523
 CS2523.The geoid height was determined by GEOID03.
 CS2523
 CS2523.The dynamic height is computed by dividing the NAVD 88
 CS2523.geopotential number by the normal gravity value computed on the
 CS2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2523.degrees latitude (g = 980.6199 gals.).
 CS2523
 CS2523.The modeled gravity was interpolated from observed gravity values.
 CS2523
 CS2523;                    North         East    Units  Estimated Accuracy
 CS2523;SPC TXNC     - 2,138,710.      781,150.      MT  (+/- 180 meters Scaled)
 CS2523
 CS2523                          SUPERSEDED SURVEY CONTROL
 CS2523
 CS2523.No superseded survey control is available for this station.
 CS2523
 CS2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB279431(NAD 83)
 CS2523_MARKER: I = METAL ROD
 CS2523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2523_SP_SET: STAINLESS STEEL ROD
 CS2523_STAMPING: Y 1498 1986
 CS2523_MARK LOGO: NGS   
 CS2523_PROJECTION: FLUSH
 CS2523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2523_ROD/PIPE-DEPTH: 5.8  meters
 CS2523
 CS2523  HISTORY     - Date     Condition        Report By
 CS2523  HISTORY     - 1986     MONUMENTED       NGS
 CS2523
 CS2523                          STATION DESCRIPTION
 CS2523
 CS2523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2523'IN RAWLETT.
 CS2523'IN RAWLETT, AT THE INTERSECTION OF OF MAIN STREET AND SKYLINE DRIVE,
 CS2523'60.7 M (199.1 FT) WEST OF THE CENTER OF THE DRIVE, 56.1 M (184.1 FT)
 CS2523'SOUTH OF THE CENTERLINE OF THE STREET, 19.4 M (63.6 FT) WEST OF THE
 CS2523'NORTHEAST CORNER OF CITY HALL, 4.1 M (13.5 FT) NORTH-NORTHEAST OF THE
 CS2523'CENTER OF THE NORTH ENTRANCE TO THE BUILDING, 1.3 M (4.3 FT) SOUTH OF
 CS2523'A FLAG POLE, AND 1.0 M (3.3 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 CS2523'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2523'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0767 ***********************************************************************
 CS0767  DESIGNATION -  Y 150
 CS0767  PID         -  CS0767
 CS0767  STATE/COUNTY-  TX/ELLIS
 CS0767  USGS QUAD   -  ENNIS EAST (1978)
 CS0767
 CS0767                         *CURRENT SURVEY CONTROL
 CS0767  ___________________________________________________________________
 CS0767* NAD 83(1986)-  32 18 51.     (N)    096 36 28.     (W)     SCALED    
 CS0767* NAVD 88     -       152.600  (meters)     500.66   (feet)  ADJUSTED  
 CS0767  ___________________________________________________________________
 CS0767  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CS0767  DYNAMIC HT  -         152.424 (meters)     500.08  (feet)  COMP
 CS0767  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 CS0767
 CS0767  VERT ORDER  -  SECOND    CLASS 0
 CS0767
 CS0767.The horizontal coordinates were scaled from a topographic map and have
 CS0767.an estimated accuracy of +/- 6 seconds.
 CS0767
 CS0767.The orthometric height was determined by differential leveling
 CS0767.and adjusted by the National Geodetic Survey in June 1991..
 CS0767
 CS0767.The geoid height was determined by GEOID03.
 CS0767
 CS0767.The dynamic height is computed by dividing the NAVD 88
 CS0767.geopotential number by the normal gravity value computed on the
 CS0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0767.degrees latitude (g = 980.6199 gals.).
 CS0767
 CS0767.The modeled gravity was interpolated from observed gravity values.
 CS0767
 CS0767;                    North         East    Units  Estimated Accuracy
 CS0767;SPC TXNC     - 2,073,410.      778,170.      MT  (+/- 180 meters Scaled)
 CS0767
 CS0767                          SUPERSEDED SURVEY CONTROL
 CS0767
 CS0767  NGVD 29 (??/??/92)  152.596  (m)          500.64   (f) ADJ UNCH    2 0
 CS0767
 CS0767.Superseded values are not recommended for survey control.
 CS0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0767.See file dsdata.txt to determine how the superseded data were derived.
 CS0767
 CS0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA252777(NAD 83)
 CS0767_MARKER: DB = BENCH MARK DISK
 CS0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0767_STAMPING: Y 150 1933
 CS0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0767+STABILITY: SURFACE MOTION
 CS0767
 CS0767  HISTORY     - Date     Condition        Report By
 CS0767  HISTORY     - 1933     MONUMENTED       CGS
 CS0767  HISTORY     - 1942     GOOD             NGS
 CS0767  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0767
 CS0767                          STATION DESCRIPTION
 CS0767
 CS0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0767'1.4 MI S FROM ENNIS.
 CS0767'1.4 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RR.  22 TELEGRAPH
 CS0767'POSTS SOUTH OF MILEPOST 230 10 FEET SOUTH OF DIRT ROAD OF LOUIS KUCHAR
 CS0767'FARM CROSSING TRACK TO HIGHWAY U.S. 75.  OPPOSITE CATTLE GUARD NO. 229
 CS0767'A, 2 FEET WEST OF FENCE INSIDE RY. RIGHT-OF-WAY.  48 FEET EAST OF
 CS0767'TRACK C.L.  TABLET SET IN TOP OF CONCRETE POST.  NOTE-- MARK IS AT A
 CS0767'ROAD CROSSING FROM THE NEW TO OLD HIGHWAY INSTEAD OF A FARM ROAD.
 CS0767
 CS0767                          STATION RECOVERY (1942)
 CS0767
 CS0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS0767'RECOVERED IN GOOD CONDITION.
 CS0767
 CS0767                          STATION RECOVERY (2002)
 CS0767
 CS0767'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAS)
 CS0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1982 ***********************************************************************
 BL1982  DESIGNATION -  Y 1500
 BL1982  PID         -  BL1982
 BL1982  STATE/COUNTY-  TX/HARRIS
 BL1982  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1982
 BL1982                         *CURRENT SURVEY CONTROL
 BL1982  ___________________________________________________________________
 BL1982* NAD 83(1986)-  30 07 35.     (N)    095 37 41.     (W)     SCALED    
 BL1982* NAVD 88     -        49.036  (meters)     160.88   (feet)  ADJUSTED  
 BL1982  ___________________________________________________________________
 BL1982  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1982  DYNAMIC HT  -          48.969 (meters)     160.66  (feet)  COMP
 BL1982  MODELED GRAV-     979,292.0   (mgal)                       NAVD 88
 BL1982
 BL1982  VERT ORDER  -  FIRST     CLASS II
 BL1982
 BL1982.The horizontal coordinates were scaled from a topographic map and have
 BL1982.an estimated accuracy of +/- 6 seconds.
 BL1982
 BL1982.The orthometric height was determined by differential leveling
 BL1982.and adjusted by the National Geodetic Survey in June 1991..
 BL1982
 BL1982.The geoid height was determined by GEOID03.
 BL1982
 BL1982.The dynamic height is computed by dividing the NAVD 88
 BL1982.geopotential number by the normal gravity value computed on the
 BL1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1982.degrees latitude (g = 980.6199 gals.).
 BL1982
 BL1982.The modeled gravity was interpolated from observed gravity values.
 BL1982
 BL1982;                    North         East    Units  Estimated Accuracy
 BL1982;SPC TXSC     - 4,258,820.      924,880.      MT  (+/- 180 meters Scaled)
 BL1982
 BL1982                          SUPERSEDED SURVEY CONTROL
 BL1982
 BL1982  NGVD 29 (12/23/87)   49.031  (m)          160.86   (f) ADJUSTED    1 2
 BL1982
 BL1982.Superseded values are not recommended for survey control.
 BL1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1982.See file dsdata.txt to determine how the superseded data were derived.
 BL1982
 BL1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP468357(NAD 83)
 BL1982_MARKER: DB = BENCH MARK DISK
 BL1982_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BL1982+WITH SETTING: PAVEMENT
 BL1982_SP_SET: TOWER FOUNDATION
 BL1982_STAMPING: Y 1500 1986
 BL1982_MARK LOGO: NGS   
 BL1982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1982
 BL1982  HISTORY     - Date     Condition        Report By
 BL1982  HISTORY     - 1986     MONUMENTED       NGS
 BL1982
 BL1982                          STATION DESCRIPTION
 BL1982
 BL1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL1982'4.8 KM (3.0 MI) NW FROM TOMBALL.
 BL1982'4.8 KM (3.0 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 BL1982'FROM THE STATION IN TOMBALL, NEAR THE CENTER OF THE SOUTHEAST SIDE OF
 BL1982'THE CONCRETE FOUNDATION OF THE SECOND UTILITY TOWER SOUTHEAST OF A
 BL1982'RAILROAD TRESTLE SPANNING SPRING CREEK, 10.3 M (33.8 FT) NORTHEAST OF
 BL1982'THE NEAR RAIL, AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST EDGE OF
 BL1982'THE FOUNDATION.
 BL1982'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1029 ***********************************************************************
 DN1029  DESIGNATION -  Y 1501
 DN1029  PID         -  DN1029
 DN1029  STATE/COUNTY-  TX/MONTAGUE
 DN1029  USGS QUAD   -  BOWIE (1978)
 DN1029
 DN1029                         *CURRENT SURVEY CONTROL
 DN1029  ___________________________________________________________________
 DN1029* NAD 83(1986)-  33 35 41.     (N)    097 52 15.     (W)     SCALED    
 DN1029* NAVD 88     -       326.224  (meters)    1070.29   (feet)  ADJUSTED  
 DN1029  ___________________________________________________________________
 DN1029  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DN1029  DYNAMIC HT  -         325.864 (meters)    1069.11  (feet)  COMP
 DN1029  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 DN1029
 DN1029  VERT ORDER  -  FIRST     CLASS II
 DN1029
 DN1029.The horizontal coordinates were scaled from a topographic map and have
 DN1029.an estimated accuracy of +/- 6 seconds.
 DN1029
 DN1029.The orthometric height was determined by differential leveling
 DN1029.and adjusted by the National Geodetic Survey in June 1991..
 DN1029
 DN1029.The geoid height was determined by GEOID03.
 DN1029
 DN1029.The dynamic height is computed by dividing the NAVD 88
 DN1029.geopotential number by the normal gravity value computed on the
 DN1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1029.degrees latitude (g = 980.6199 gals.).
 DN1029
 DN1029.The modeled gravity was interpolated from observed gravity values.
 DN1029
 DN1029;                    North         East    Units  Estimated Accuracy
 DN1029;SPC TXNC     - 2,213,980.      658,400.      MT  (+/- 180 meters Scaled)
 DN1029
 DN1029                          SUPERSEDED SURVEY CONTROL
 DN1029
 DN1029.No superseded survey control is available for this station.
 DN1029
 DN1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC047177(NAD 83)
 DN1029_MARKER: I = METAL ROD
 DN1029_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN1029+WITH SETTING: INFORMATION.
 DN1029_SP_SET: SHALLOW-SET METAL ROD
 DN1029_STAMPING: Y 1501 1986
 DN1029_MARK LOGO: NGS   
 DN1029_PROJECTION: RECESSED 6 CENTIMETERS
 DN1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1029_ROD/PIPE-DEPTH: 2.4  meters
 DN1029
 DN1029  HISTORY     - Date     Condition        Report By
 DN1029  HISTORY     - 1986     MONUMENTED       NGS
 DN1029  HISTORY     - 19961116 GOOD             USPSQD
 DN1029
 DN1029                          STATION DESCRIPTION
 DN1029
 DN1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1029'3.9 KM (2.4 MI) NORTH FROM BOWIE.
 DN1029'3.9 KM (2.4 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH
 DN1029'U.S. HIGHWAY 287 IN BOWIE, 64.6 M (211.9 FT) SOUTHEAST OF THE CENTER
 DN1029'OF A PIPELINE CROSSING THE HIGHWAY, 15.2 M (49.9 FT) NORTHEAST OF THE
 DN1029'CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT) SOUTH OF A UTILITY POLE
 DN1029'WITH A TRANSFORMER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DN1029'5-INCH LOGO CAP.
 DN1029'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DN1029'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DN1029
 DN1029                          STATION RECOVERY (1996)
 DN1029
 DN1029'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5452 ***********************************************************************
 AW5452  DESIGNATION -  Y 1502
 AW5452  PID         -  AW5452
 AW5452  STATE/COUNTY-  TX/HARRIS
 AW5452  USGS QUAD   -  ADDICKS (1995)
 AW5452
 AW5452                         *CURRENT SURVEY CONTROL
 AW5452  ___________________________________________________________________
 AW5452* NAD 83(1986)-  29 51 24.     (N)    095 38 41.     (W)     SCALED    
 AW5452* NAVD 88     -        35.709  (meters)     117.16   (feet)  ADJUSTED  
 AW5452  ___________________________________________________________________
 AW5452  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW5452  DYNAMIC HT  -          35.660 (meters)     116.99  (feet)  COMP
 AW5452  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 AW5452
 AW5452  VERT ORDER  -  FIRST     CLASS II
 AW5452
 AW5452.The horizontal coordinates were scaled from a topographic map and have
 AW5452.an estimated accuracy of +/- 6 seconds.
 AW5452
 AW5452.The orthometric height was determined by differential leveling
 AW5452.and adjusted by the National Geodetic Survey in June 1991..
 AW5452
 AW5452.The geoid height was determined by GEOID03.
 AW5452
 AW5452.The dynamic height is computed by dividing the NAVD 88
 AW5452.geopotential number by the normal gravity value computed on the
 AW5452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5452.degrees latitude (g = 980.6199 gals.).
 AW5452
 AW5452.The modeled gravity was interpolated from observed gravity values.
 AW5452
 AW5452;                    North         East    Units  Estimated Accuracy
 AW5452;SPC TXSC     - 4,228,890.      924,130.      MT  (+/- 180 meters Scaled)
 AW5452
 AW5452                          SUPERSEDED SURVEY CONTROL
 AW5452
 AW5452  NGVD 29 (12/23/87)   35.702  (m)          117.13   (f) ADJUSTED    1 2
 AW5452
 AW5452.Superseded values are not recommended for survey control.
 AW5452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5452.See file dsdata.txt to determine how the superseded data were derived.
 AW5452
 AW5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP445058(NAD 83)
 AW5452_MARKER: I = METAL ROD
 AW5452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5452_SP_SET: STAINLESS STEEL ROD
 AW5452_STAMPING: Y 1502 1986
 AW5452_MARK LOGO: NGS   
 AW5452_PROJECTION: RECESSED 2 CENTIMETERS
 AW5452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5452+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 AW5452_ROD/PIPE-DEPTH: 8.2  meters
 AW5452
 AW5452  HISTORY     - Date     Condition        Report By
 AW5452  HISTORY     - 1986     MONUMENTED       NGS
 AW5452  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW5452  HISTORY     - 20040715 GOOD             USPSQD
 AW5452
 AW5452                          STATION DESCRIPTION
 AW5452
 AW5452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5452'8.1 KM (5.05 MI) NORTH FROM ADDICKS.
 AW5452'8.1 KM (5.05 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5452'WITH U.S. HIGHWAY 90 IN ADDICKS, 13.1 M (43.0 FT) SOUTH OF THE CENTER
 AW5452'OF AN ENTRANCE TO COURTESY MART, 12.8 M (42.0 FT) NORTH OF THE
 AW5452'CENTERLINE OF TIMBER CREEK LANE, 10.7 M (35.1 FT) EAST OF THE
 AW5452'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 7.8 M (25.6 FT)
 AW5452'NORTHWEST OF A FIRE HYDRANT, AND 0.8 M (2.6 FT) SOUTH OF A UTILITY
 AW5452'POLE WITH A LIGHT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5452'5-INCH LOGO CAP.
 AW5452'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AW5452
 AW5452                          STATION RECOVERY (1995)
 AW5452
 AW5452'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5452'MARK NOT FOUND.
 AW5452
 AW5452                          STATION RECOVERY (2004)
 AW5452
 AW5452'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5452'6 INCHES UNDER THE GRASS.  MEASUREMENTS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5581 ***********************************************************************
 AW5581  DESIGNATION -  Y 1503
 AW5581  PID         -  AW5581
 AW5581  STATE/COUNTY-  TX/GALVESTON
 AW5581  USGS QUAD   -  DICKINSON (1997)
 AW5581
 AW5581                         *CURRENT SURVEY CONTROL
 AW5581  ___________________________________________________________________
 AW5581* NAD 83(1986)-  29 29 19.     (N)    095 03 32.     (W)     SCALED    
 AW5581* NAVD 88     -         5.172  (meters)      16.97   (feet)  ADJUSTED  
 AW5581  ___________________________________________________________________
 AW5581  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW5581  DYNAMIC HT  -           5.165 (meters)      16.95  (feet)  COMP
 AW5581  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 AW5581
 AW5581  VERT ORDER  -  FIRST     CLASS II
 AW5581
 AW5581.The horizontal coordinates were scaled from a topographic map and have
 AW5581.an estimated accuracy of +/- 6 seconds.
 AW5581
 AW5581.The orthometric height was determined by differential leveling
 AW5581.and adjusted by the National Geodetic Survey in June 1991..
 AW5581
 AW5581.The geoid height was determined by GEOID03.
 AW5581
 AW5581.The dynamic height is computed by dividing the NAVD 88
 AW5581.geopotential number by the normal gravity value computed on the
 AW5581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5581.degrees latitude (g = 980.6199 gals.).
 AW5581
 AW5581.The modeled gravity was interpolated from observed gravity values.
 AW5581
 AW5581;                    North         East    Units  Estimated Accuracy
 AW5581;SPC TXSC     - 4,189,890.      982,070.      MT  (+/- 180 meters Scaled)
 AW5581
 AW5581                          SUPERSEDED SURVEY CONTROL
 AW5581
 AW5581  NGVD 29 (12/23/87)    5.169  (m)           16.96   (f) ADJUSTED    1 2
 AW5581
 AW5581.Superseded values are not recommended for survey control.
 AW5581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5581.See file dsdata.txt to determine how the superseded data were derived.
 AW5581
 AW5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN003638(NAD 83)
 AW5581_MARKER: I = METAL ROD
 AW5581_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5581_SP_SET: STAINLESS STEEL ROD
 AW5581_STAMPING: Y 1503 1987
 AW5581_MARK LOGO: NGS   
 AW5581_PROJECTION: FLUSH
 AW5581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5581+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 AW5581_ROD/PIPE-DEPTH: 8.5  meters
 AW5581
 AW5581  HISTORY     - Date     Condition        Report By
 AW5581  HISTORY     - 1987     MONUMENTED       NGS
 AW5581  HISTORY     - 1989     GOOD             USPSQD
 AW5581  HISTORY     - 1989     GOOD             USPSQD
 AW5581  HISTORY     - 1989     GOOD             USPSQD
 AW5581  HISTORY     - 1989     GOOD             USPSQD
 AW5581  HISTORY     - 1990     GOOD             USPSQD
 AW5581  HISTORY     - 1991     GOOD             USPSQD
 AW5581  HISTORY     - 19940423 GOOD             USPSQD
 AW5581  HISTORY     - 19950527 GOOD             USPSQD
 AW5581  HISTORY     - 20030531 GOOD             USPSQD
 AW5581  HISTORY     - 20030531 POOR             USPSQD
 AW5581  HISTORY     - 20040628 GOOD             USPSQD
 AW5581  HISTORY     - 20060404 GOOD             JCLS
 AW5581
 AW5581                          STATION DESCRIPTION
 AW5581
 AW5581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5581'3.7 KM (2.3 MI) NW FROM DICKINSON.
 AW5581'2.7 KM (1.7 MI) NORTHWEST ALONG THE GALVESTON HOUSTON AND HENDERSON
 AW5581'RAILROAD FROM ITS JUNCTION WITH FARM ROAD 517 IN DICKINSON, THENCE 1.0
 AW5581'KM (0.6 MI) NORTHEAST ALONG FARM ROAD 646, NORTHWEST AND ACROSS THE
 AW5581'ROAD FROM NICKS 19TH HOLE GOLF DRIVING RANGE, 98.9 M (324.5 FT)
 AW5581'NORTHEAST OF THE CENTER OF A PIPE LINE CROSSING, 18.2 M (59.7 FT)
 AW5581'NORTHWEST OF THE CENTERLINE OF A ROAD, AND 1.4 M (4.6 FT) SOUTHWEST OF
 AW5581'A CONCRETE RIGHT-OF-WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5581'THROUGH A 5-INCH LOGO CAP.
 AW5581'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 AW5581'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW5581
 AW5581                          STATION RECOVERY (1989)
 AW5581
 AW5581'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW5581'RECOVERED IN GOOD CONDITION.
 AW5581
 AW5581                          STATION RECOVERY (1989)
 AW5581
 AW5581'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW5581'RECOVERED IN GOOD CONDITION.
 AW5581
 AW5581                          STATION RECOVERY (1989)
 AW5581
 AW5581'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW5581'RECOVERED IN GOOD CONDITION.
 AW5581
 AW5581                          STATION RECOVERY (1989)
 AW5581
 AW5581'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW5581'RECOVERED IN GOOD CONDITION.
 AW5581
 AW5581                          STATION RECOVERY (1990)
 AW5581
 AW5581'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW5581'RECOVERED IN GOOD CONDITION.
 AW5581
 AW5581                          STATION RECOVERY (1991)
 AW5581
 AW5581'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW5581'RECOVERED IN GOOD CONDITION.
 AW5581
 AW5581                          STATION RECOVERY (1994)
 AW5581
 AW5581'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5581'RECOVERED IN GOOD CONDITION.
 AW5581
 AW5581                          STATION RECOVERY (1995)
 AW5581
 AW5581'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5581'RECOVERED IN GOOD CONDITION.
 AW5581
 AW5581                          STATION RECOVERY (2003)
 AW5581
 AW5581'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AW5581'RECENT CLEARING WITH BRUSH HOG FOR NEW FENCE.  ACCESS CAP DAMAGED.
 AW5581'HWY ROW POST HIT AND CONCRETE GONE BUT THE REBAR REMAINS INTACT ON THE
 AW5581'PART OF THE POST THAT IS BELOW GROUND.  THE METAL ROD FOR THE MARKER
 AW5581'IS NOT DAMAGED. THE ACCESS CAP SHOULD BE REPLACED.
 AW5581
 AW5581                          STATION RECOVERY (2003)
 AW5581
 AW5581'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AW5581'RECENT CLEARING WITH BRUSH HOG FOR FENCE.  ACCESS CAP DAMAGED AND
 AW5581'SHOULD BE REPLACED.  THE METAL ROD FOR THE MARKER DOES NOT APPEAR TO
 AW5581'BE DAMAGED.  HWY. ROW POST HIT AND  CONCRETE GONE BUT THE REBAR
 AW5581'REMAINS INTACT ON THE PART OF THE POST THT IS BELOW GROUND.
 AW5581
 AW5581                          STATION RECOVERY (2004)
 AW5581
 AW5581'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5581'FACE IS SCRATCHED BUT THE DISK IS GOOD.
 AW5581
 AW5581                          STATION RECOVERY (2006)
 AW5581
 AW5581'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AW5581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5465 ***********************************************************************
 AW5465  DESIGNATION -  Y 1504
 AW5465  PID         -  AW5465
 AW5465  STATE/COUNTY-  TX/FORT BEND
 AW5465  USGS QUAD   -  MISSOURI CITY (1995)
 AW5465
 AW5465                         *CURRENT SURVEY CONTROL
 AW5465  ___________________________________________________________________
 AW5465* NAD 83(1986)-  29 30 25.     (N)    095 31 01.     (W)     SCALED    
 AW5465* NAVD 88     -        18.844  (meters)      61.82   (feet)  ADJUSTED  
 AW5465  ___________________________________________________________________
 AW5465  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW5465  DYNAMIC HT  -          18.818 (meters)      61.74  (feet)  COMP
 AW5465  MODELED GRAV-     979,265.9   (mgal)                       NAVD 88
 AW5465
 AW5465  VERT ORDER  -  FIRST     CLASS II
 AW5465
 AW5465.The horizontal coordinates were scaled from a topographic map and have
 AW5465.an estimated accuracy of +/- 6 seconds.
 AW5465
 AW5465.The orthometric height was determined by differential leveling
 AW5465.and adjusted by the National Geodetic Survey in June 1991..
 AW5465
 AW5465.The geoid height was determined by GEOID03.
 AW5465
 AW5465.The dynamic height is computed by dividing the NAVD 88
 AW5465.geopotential number by the normal gravity value computed on the
 AW5465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5465.degrees latitude (g = 980.6199 gals.).
 AW5465
 AW5465.The modeled gravity was interpolated from observed gravity values.
 AW5465
 AW5465;                    North         East    Units  Estimated Accuracy
 AW5465;SPC TXSC     - 4,190,510.      937,620.      MT  (+/- 180 meters Scaled)
 AW5465
 AW5465                          SUPERSEDED SURVEY CONTROL
 AW5465
 AW5465  NGVD 29 (12/23/87)   18.840  (m)           61.81   (f) ADJUSTED    1 2
 AW5465
 AW5465.Superseded values are not recommended for survey control.
 AW5465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5465.See file dsdata.txt to determine how the superseded data were derived.
 AW5465
 AW5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN560667(NAD 83)
 AW5465_MARKER: I = METAL ROD
 AW5465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5465_SP_SET: STAINLESS STEEL ROD
 AW5465_STAMPING: Y 1504 1987
 AW5465_MARK LOGO: NGS   
 AW5465_PROJECTION: FLUSH
 AW5465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5465_ROD/PIPE-DEPTH: 30.0 meters
 AW5465
 AW5465  HISTORY     - Date     Condition        Report By
 AW5465  HISTORY     - 1987     MONUMENTED       NGS
 AW5465  HISTORY     - 19931204 GOOD             USPSQD
 AW5465  HISTORY     - 20050707 GOOD             USPSQD
 AW5465
 AW5465                          STATION DESCRIPTION
 AW5465
 AW5465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5465'18.4 KM (11.45 MI) SE FROM SUGARLAND.
 AW5465'1.9 KM (1.15 MI) SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION
 AW5465'OF US HIGHWAY 90 ALTERNATE IN SUGARLAND, THENCE 11.8 KM (7.3 MI)
 AW5465'SOUTHEAST ALONG STATE HIGHWAY 6, THENCE 3.5 KM (2.2 MI) SOUTHEAST
 AW5465'ALONG MCKEEVER ROAD, ALSO 5.5 KM (3.4 MI) WEST ALONG MCKEEVER ROAD
 AW5465'FROM THE JUNCTION OF STATE HIGHWAY 6 AND FM ROAD 521 IN ARCOLA,
 AW5465'17.1 METERS (56.0 FT) SOUTH OF THE CENTERLINE OF MCKEEVER ROAD, 6.4
 AW5465'METERS (21.0 FT) WEST OF THE CENTER OF AN IRON GATE FOR A DIRT ROAD
 AW5465'SOUTH TO A PASTURE, 0.42 METER (1.4 FT) NORTH OF A FENCE.
 AW5465'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5465'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 AW5465'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5465
 AW5465                          STATION RECOVERY (1993)
 AW5465
 AW5465'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5465'RECOVERED IN GOOD CONDITION.
 AW5465
 AW5465                          STATION RECOVERY (2005)
 AW5465
 AW5465'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5465'AREA IS OVERHUNG WITH TREES. GPS NOT GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5494 ***********************************************************************
 AW5494  DESIGNATION -  Y 1505
 AW5494  PID         -  AW5494
 AW5494  STATE/COUNTY-  TX/FORT BEND
 AW5494  USGS QUAD   -  ORCHARD (1980)
 AW5494
 AW5494                         *CURRENT SURVEY CONTROL
 AW5494  ___________________________________________________________________
 AW5494* NAD 83(1986)-  29 32 32.     (N)    095 58 14.     (W)     SCALED    
 AW5494* NAVD 88     -        34.600  (meters)     113.52   (feet)  ADJUSTED  
 AW5494  ___________________________________________________________________
 AW5494  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW5494  DYNAMIC HT  -          34.552 (meters)     113.36  (feet)  COMP
 AW5494  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 AW5494
 AW5494  VERT ORDER  -  FIRST     CLASS II
 AW5494
 AW5494.The horizontal coordinates were scaled from a topographic map and have
 AW5494.an estimated accuracy of +/- 6 seconds.
 AW5494
 AW5494.The orthometric height was determined by differential leveling
 AW5494.and adjusted by the National Geodetic Survey in June 1991..
 AW5494
 AW5494.The geoid height was determined by GEOID03.
 AW5494
 AW5494.The dynamic height is computed by dividing the NAVD 88
 AW5494.geopotential number by the normal gravity value computed on the
 AW5494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5494.degrees latitude (g = 980.6199 gals.).
 AW5494
 AW5494.The modeled gravity was interpolated from observed gravity values.
 AW5494
 AW5494;                    North         East    Units  Estimated Accuracy
 AW5494;SPC TXSC     - 4,193,190.      893,560.      MT  (+/- 180 meters Scaled)
 AW5494
 AW5494                          SUPERSEDED SURVEY CONTROL
 AW5494
 AW5494  NGVD 29 (12/23/87)   34.596  (m)          113.50   (f) ADJUSTED    1 2
 AW5494
 AW5494.Superseded values are not recommended for survey control.
 AW5494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5494.See file dsdata.txt to determine how the superseded data were derived.
 AW5494
 AW5494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN121717(NAD 83)
 AW5494_MARKER: I = METAL ROD
 AW5494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5494_SP_SET: STAINLESS STEEL ROD
 AW5494_STAMPING: Y 1505 1987
 AW5494_MARK LOGO: NGS   
 AW5494_PROJECTION: FLUSH
 AW5494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5494+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AW5494_ROD/PIPE-DEPTH: 6.1  meters
 AW5494
 AW5494  HISTORY     - Date     Condition        Report By
 AW5494  HISTORY     - 1987     MONUMENTED       NGS
 AW5494  HISTORY     - 19971122 GOOD             USPSQD
 AW5494  HISTORY     - 20030521 GOOD             INDIV
 AW5494
 AW5494                          STATION DESCRIPTION
 AW5494
 AW5494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5494'9.0 KM (5.6 MI) NW FROM BEASLEY.
 AW5494'1.6 KM (1.0 MI) SOUTHWEST ALONG US HIGHWAY 59 FROM THE POST OFFICE IN
 AW5494'BEASLEY, THENCE 7.44 KM (4.63 MI) NORTHWEST ALONG FM ROAD 1875, ALSO
 AW5494'9.54 KM (5.93 MI) SOUTH OF ORCHARD, AT THE T-JUNCTION OF US HIGHWAY 90
 AW5494'ALTERNATE AND FM ROAD 1875, 15.7 METERS (51.5 FT) SOUTH OF THE
 AW5494'CENTERLINE OF THE US HIGHWAY, 13.4 METERS (44.0 FT) WEST OF THE ROAD,
 AW5494'0.9 METER (3.0 FT) WEST OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT
 AW5494'IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5494'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5494'THE MARK IS 0.7 M BELOW THE ROAD.
 AW5494
 AW5494                          STATION RECOVERY (1997)
 AW5494
 AW5494'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5494'RECOVERED IN GOOD CONDITION.
 AW5494
 AW5494                          STATION RECOVERY (2003)
 AW5494
 AW5494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AW5494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2542 ***********************************************************************
 AX2542  DESIGNATION -  Y 1506
 AX2542  PID         -  AX2542
 AX2542  STATE/COUNTY-  TX/AUSTIN
 AX2542  USGS QUAD   -  NEW ULM (1981)
 AX2542
 AX2542                         *CURRENT SURVEY CONTROL
 AX2542  ___________________________________________________________________
 AX2542* NAD 83(1986)-  29 53 38.     (N)    096 29 51.     (W)     SCALED    
 AX2542* NAVD 88     -       120.546  (meters)     395.49   (feet)  ADJUSTED  
 AX2542  ___________________________________________________________________
 AX2542  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX2542  DYNAMIC HT  -         120.381 (meters)     394.95  (feet)  COMP
 AX2542  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 AX2542
 AX2542  VERT ORDER  -  FIRST     CLASS I
 AX2542
 AX2542.The horizontal coordinates were scaled from a topographic map and have
 AX2542.an estimated accuracy of +/- 6 seconds.
 AX2542
 AX2542.The orthometric height was determined by differential leveling
 AX2542.and adjusted by the National Geodetic Survey in June 1991..
 AX2542
 AX2542.The geoid height was determined by GEOID03.
 AX2542
 AX2542.The dynamic height is computed by dividing the NAVD 88
 AX2542.geopotential number by the normal gravity value computed on the
 AX2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2542.degrees latitude (g = 980.6199 gals.).
 AX2542
 AX2542.The modeled gravity was interpolated from observed gravity values.
 AX2542
 AX2542;                    North         East    Units  Estimated Accuracy
 AX2542;SPC TXSC     - 4,230,950.      841,670.      MT  (+/- 180 meters Scaled)
 AX2542
 AX2542                          SUPERSEDED SURVEY CONTROL
 AX2542
 AX2542  NGVD 29 (12/23/87)  120.512  (m)          395.38   (f) ADJUSTED    1 1
 AX2542
 AX2542.Superseded values are not recommended for survey control.
 AX2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2542.See file dsdata.txt to determine how the superseded data were derived.
 AX2542
 AX2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU416096(NAD 83)
 AX2542_MARKER: I = METAL ROD
 AX2542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2542_SP_SET: STAINLESS STEEL ROD
 AX2542_STAMPING: Y 1506 1987
 AX2542_MARK LOGO: NGS   
 AX2542_PROJECTION: FLUSH
 AX2542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2542_ROD/PIPE-DEPTH: 12.2 meters
 AX2542
 AX2542  HISTORY     - Date     Condition        Report By
 AX2542  HISTORY     - 1987     MONUMENTED       NGS
 AX2542  HISTORY     - 19991017 GOOD             USPSQD
 AX2542
 AX2542                          STATION DESCRIPTION
 AX2542
 AX2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2542'0.8 KM (0.5 MI) WEST FROM NEW ULM.
 AX2542'0.81 KM (0.5 MI) WEST ALONG TAYLOR STREET FROM THE JUNCTION OF FM ROAD
 AX2542'109 IN NEW ULM, ALSO 0.81 KM (0.5 MI) WEST ALONG THE
 AX2542'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE CROSSING OF FM 109 IN NEW ULM,
 AX2542'11.3 METERS (37.0 FT) SOUTHWEST OF THE CENTERLINE OF TAYLOR STREET,
 AX2542'15.2 METERS (50.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD,
 AX2542'0.9 METERS (3.0 FT) WEST OF THE NORTHWEST CORNER OF A FENCE, 0.6 METER
 AX2542'(2.0 FT) WEST OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AX2542'THROUGH A 5-INCH LOGO CAP.
 AX2542'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AX2542'THE MARK IS 0.61 M ABOVE THE ROAD.
 AX2542
 AX2542                          STATION RECOVERY (1999)
 AX2542
 AX2542'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5668 ***********************************************************************
 AW5668  DESIGNATION -  Y 1507
 AW5668  PID         -  AW5668
 AW5668  STATE/COUNTY-  TX/GALVESTON
 AW5668  USGS QUAD   -  TEXAS CITY (1994)
 AW5668
 AW5668                         *CURRENT SURVEY CONTROL
 AW5668  ___________________________________________________________________
 AW5668* NAD 83(1986)-  29 26 26.     (N)    094 57 55.     (W)     SCALED    
 AW5668* NAVD 88     -         2.534  (meters)       8.31   (feet)  ADJUSTED  
 AW5668  ___________________________________________________________________
 AW5668  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW5668  DYNAMIC HT  -           2.530 (meters)       8.30  (feet)  COMP
 AW5668  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 AW5668
 AW5668  VERT ORDER  -  FIRST     CLASS II
 AW5668
 AW5668.The horizontal coordinates were scaled from a topographic map and have
 AW5668.an estimated accuracy of +/- 6 seconds.
 AW5668
 AW5668.The orthometric height was determined by differential leveling
 AW5668.and adjusted by the National Geodetic Survey in June 1991..
 AW5668
 AW5668.The geoid height was determined by GEOID03.
 AW5668
 AW5668.The dynamic height is computed by dividing the NAVD 88
 AW5668.geopotential number by the normal gravity value computed on the
 AW5668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5668.degrees latitude (g = 980.6199 gals.).
 AW5668
 AW5668.The modeled gravity was interpolated from observed gravity values.
 AW5668
 AW5668;                    North         East    Units  Estimated Accuracy
 AW5668;SPC TXSC     - 4,184,870.      991,330.      MT  (+/- 180 meters Scaled)
 AW5668
 AW5668                          SUPERSEDED SURVEY CONTROL
 AW5668
 AW5668  NGVD 29 (12/23/87)    2.530  (m)            8.30   (f) ADJUSTED    1 2
 AW5668
 AW5668.Superseded values are not recommended for survey control.
 AW5668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5668.See file dsdata.txt to determine how the superseded data were derived.
 AW5668
 AW5668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN093584(NAD 83)
 AW5668_MARKER: I = METAL ROD
 AW5668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5668_SP_SET: STAINLESS STEEL ROD
 AW5668_STAMPING: Y 1507 1987
 AW5668_MARK LOGO: NGS   
 AW5668_PROJECTION: FLUSH
 AW5668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5668+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AW5668_ROD/PIPE-DEPTH: 16.6 meters
 AW5668
 AW5668  HISTORY     - Date     Condition        Report By
 AW5668  HISTORY     - 1987     MONUMENTED       NGS
 AW5668  HISTORY     - 1990     GOOD             USPSQD
 AW5668  HISTORY     - 1991     GOOD             USPSQD
 AW5668  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW5668  HISTORY     - 19940530 GOOD             USPSQD
 AW5668  HISTORY     - 20040130 GOOD             USPSQD
 AW5668
 AW5668                          STATION DESCRIPTION
 AW5668
 AW5668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5668'11.0 KM (6.85 MI) NW FROM TEXAS CITY.
 AW5668'7.2 KM (4.5 MI) NORTHWEST ALONG LOOP 197 FROM THE COATS WHITNEY
 AW5668'BUILDING (FORMER POST OFFICE) IN TEXAS CITY, THENCE 3.8 KM (2.35 MI)
 AW5668'NORTH ALONG STATE HIGHWAY 146 TO THE MARK ON THE RIGHT, AT A GATE AND
 AW5668'FIELD ROAD LEADING EAST TO A STOCK YARD AND IN LINE WITH THE
 AW5668'CENTERLINE OF A CROSSOVER IN THE HIGHWAY, 16.15 METERS (53.0 FT)
 AW5668'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 AW5668'HIGHWAY, 2.38 METERS (7.8 FT) NORTH-NORTHWEST OF THE CENTER OF A METAL
 AW5668'GATE, 0.61 METER (2.0 FT) SOUTHWEST OF A GATE POST.  NOTE--ACCESS TO
 AW5668'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5668'THE MARK IS 0.55 METERS  SSW FROM  A WITNESS POST
 AW5668'THE MARK IS 0.18 M BELOW HIGHWAY.
 AW5668
 AW5668                          STATION RECOVERY (1990)
 AW5668
 AW5668'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW5668'RECOVERED IN GOOD CONDITION.
 AW5668
 AW5668                          STATION RECOVERY (1991)
 AW5668
 AW5668'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW5668'RECOVERED IN GOOD CONDITION.
 AW5668
 AW5668                          STATION RECOVERY (1994)
 AW5668
 AW5668'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5668'MARK NOT FOUND.
 AW5668
 AW5668                          STATION RECOVERY (1994)
 AW5668
 AW5668'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5668'RECOVERED IN GOOD CONDITION.
 AW5668
 AW5668                          STATION RECOVERY (2004)
 AW5668
 AW5668'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5570 ***********************************************************************
 AW5570  DESIGNATION -  Y 1509
 AW5570  PID         -  AW5570
 AW5570  STATE/COUNTY-  TX/HARRIS
 AW5570  USGS QUAD   -  HUMBLE (1995)
 AW5570
 AW5570                         *CURRENT SURVEY CONTROL
 AW5570  ___________________________________________________________________
 AW5570* NAD 83(1986)-  29 53 17.     (N)    095 22 07.     (W)     SCALED    
 AW5570* NAVD 88     -        21.014  (meters)      68.94   (feet)  ADJUSTED  
 AW5570  ___________________________________________________________________
 AW5570  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW5570  DYNAMIC HT  -          20.985 (meters)      68.85  (feet)  COMP
 AW5570  MODELED GRAV-     979,293.2   (mgal)                       NAVD 88
 AW5570
 AW5570  VERT ORDER  -  FIRST     CLASS II
 AW5570
 AW5570.The horizontal coordinates were scaled from a topographic map and have
 AW5570.an estimated accuracy of +/- 6 seconds.
 AW5570
 AW5570.The orthometric height was determined by differential leveling
 AW5570.and adjusted by the National Geodetic Survey in July 2002..
 AW5570
 AW5570.The geoid height was determined by GEOID03.
 AW5570
 AW5570.The dynamic height is computed by dividing the NAVD 88
 AW5570.geopotential number by the normal gravity value computed on the
 AW5570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5570.degrees latitude (g = 980.6199 gals.).
 AW5570
 AW5570.The modeled gravity was interpolated from observed gravity values.
 AW5570
 AW5570;                    North         East    Units  Estimated Accuracy
 AW5570;SPC TXSC     - 4,233,170.      950,680.      MT  (+/- 180 meters Scaled)
 AW5570
 AW5570                          SUPERSEDED SURVEY CONTROL
 AW5570
 AW5570  NAVD 88 (09/11/96)   21.030  (m)           69.00   (f) UNKNOWN     1 2
 AW5570  NAVD 88 (06/15/91)   21.244  (m)           69.70   (f) UNKNOWN     1 2
 AW5570  NGVD 29 (12/23/87)   21.242  (m)           69.69   (f) ADJUSTED    1 2
 AW5570
 AW5570.Superseded values are not recommended for survey control.
 AW5570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5570.See file dsdata.txt to determine how the superseded data were derived.
 AW5570
 AW5570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP712087(NAD 83)
 AW5570_MARKER: I = METAL ROD
 AW5570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5570_SP_SET: STAINLESS STEEL ROD
 AW5570_STAMPING: Y 1509 1987
 AW5570_MARK LOGO: NGS   
 AW5570_PROJECTION: FLUSH
 AW5570_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5570+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW5570_ROD/PIPE-DEPTH: 9.1  meters
 AW5570
 AW5570  HISTORY     - Date     Condition        Report By
 AW5570  HISTORY     - 1987     MONUMENTED       NGS
 AW5570  HISTORY     - 19951007 GOOD             CHANCE
 AW5570  HISTORY     - 19960204 GOOD             NGS
 AW5570  HISTORY     - 20040927 GOOD             USPSQD
 AW5570
 AW5570                          STATION DESCRIPTION
 AW5570
 AW5570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5570'IN HARDY HEIGHTS.
 AW5570'IN HARDY HEIGHTS, AT THE INTERSECTION OF EAST HARDY AND MESQUITE
 AW5570'STREETS, 9.1 M (29.9 FT) NORTH OF THE CENTER OF MESQUITE STREET, AND
 AW5570'7.3 M (24.0 FT) EAST OF THE CENTERLINE OF EAST HARDY STREET.
 AW5570'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5570'THE MARK IS 0.6 M ABOVE THE STREETS.
 AW5570
 AW5570                          STATION RECOVERY (1995)
 AW5570
 AW5570'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5570'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5570'ADDITIONAL TIES FOLLOW.  3 FT (0.9 M) EAST OF A UTILITY POLE.  1 FT
 AW5570'(0.3 M) WEST OF WITNESS POST AND FENCE.  12 FT (3.7 M) NORTHWEST OF A
 AW5570'STOP SIGN.  36 FT (11.0 M) WEST OF A UTILITY POLE.  30 FT (9.1 M) WEST
 AW5570'OF A STORM DRAIN.
 AW5570
 AW5570                          STATION RECOVERY (1996)
 AW5570
 AW5570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5570'IN HOUSTON, AT THE INTERSECTION OF EAST HARDY AND MESQUITE STREETS,
 AW5570'9.1 M (29.9 FT) NORTH OF THE CENTER OF MESQUITE STREET, 7.3 M (24.0
 AW5570'FT) EAST OF THE CENTERLINE OF EAST HARDY STREET, 0.9 M (3.0 FT) EAST
 AW5570'OF A UTILITY POLE, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE STREETS, 0.5
 AW5570'M (1.6 FT) NORTHWEST OF THE SOUTH END OF A CHAIN-LINK FENCE, AND 0.3 M
 AW5570'(1.0 FT) WEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 AW5570'POINT IS THROUGH A 5-INCH LOGO CAP.
 AW5570
 AW5570                          STATION RECOVERY (2004)
 AW5570
 AW5570'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0636 ***********************************************************************
 CS0636  DESIGNATION -  Y 151
 CS0636  PID         -  CS0636
 CS0636  STATE/COUNTY-  TX/NAVARRO
 CS0636  USGS QUAD   -  CORSICANA (1978)
 CS0636
 CS0636                         *CURRENT SURVEY CONTROL
 CS0636  ___________________________________________________________________
 CS0636* NAD 83(1986)-  32 06 08.     (N)    096 23 18.     (W)     SCALED    
 CS0636* NAVD 88     -       113.269  (meters)     371.62   (feet)  ADJUSTED  
 CS0636  ___________________________________________________________________
 CS0636  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0636  DYNAMIC HT  -         113.136 (meters)     371.18  (feet)  COMP
 CS0636  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 CS0636
 CS0636  VERT ORDER  -  SECOND    CLASS 0
 CS0636
 CS0636.The horizontal coordinates were scaled from a topographic map and have
 CS0636.an estimated accuracy of +/- 6 seconds.
 CS0636
 CS0636.The orthometric height was determined by differential leveling
 CS0636.and adjusted by the National Geodetic Survey in June 1991..
 CS0636
 CS0636.The geoid height was determined by GEOID03.
 CS0636
 CS0636.The dynamic height is computed by dividing the NAVD 88
 CS0636.geopotential number by the normal gravity value computed on the
 CS0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0636.degrees latitude (g = 980.6199 gals.).
 CS0636
 CS0636.The modeled gravity was interpolated from observed gravity values.
 CS0636
 CS0636;                    North         East    Units  Estimated Accuracy
 CS0636;SPC TXNC     - 2,050,300.      799,310.      MT  (+/- 180 meters Scaled)
 CS0636
 CS0636                          SUPERSEDED SURVEY CONTROL
 CS0636
 CS0636  NGVD 29 (??/??/92)  113.269  (m)          371.62   (f) ADJ UNCH    2 0
 CS0636
 CS0636.Superseded values are not recommended for survey control.
 CS0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0636.See file dsdata.txt to determine how the superseded data were derived.
 CS0636
 CS0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA464547(NAD 83)
 CS0636_MARKER: DB = BENCH MARK DISK
 CS0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0636_STAMPING: 371.581 Y-151 1933
 CS0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0636+STABILITY: SURFACE MOTION
 CS0636
 CS0636  HISTORY     - Date     Condition        Report By
 CS0636  HISTORY     - 1933     MONUMENTED       CGS
 CS0636  HISTORY     - 1965     GOOD             USGS
 CS0636
 CS0636                          STATION DESCRIPTION
 CS0636
 CS0636'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CS0636'4.0 MI E FROM CORSICANA.
 CS0636'4.0 MILES EAST ALONG ST. LOUIS SOUTHWESTERN RR FROM CORSICANA, ABOUT
 CS0636'0.2 MILES WEST OF A CO. RD. - RR X-ING.  4 POLES EAST OF M.P. 617 AT
 CS0636'THE EAST END OF A FILL AND 24 FT. SOUTH OF THE RR TRACKS.  A STANDARD
 CS0636'DISK STAMPED 371.581 Y-151 1933 AND SET IN THE TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5640 ***********************************************************************
 AW5640  DESIGNATION -  Y 1510
 AW5640  PID         -  AW5640
 AW5640  STATE/COUNTY-  TX/HARRIS
 AW5640  USGS QUAD   -  HUMBLE (1995)
 AW5640
 AW5640                         *CURRENT SURVEY CONTROL
 AW5640  ___________________________________________________________________
 AW5640* NAD 83(1986)-  29 56 16.     (N)    095 15 31.     (W)     SCALED    
 AW5640* NAVD 88     -        19.114  (meters)      62.71   (feet)  ADJUSTED  
 AW5640  ___________________________________________________________________
 AW5640  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW5640  DYNAMIC HT  -          19.089 (meters)      62.63  (feet)  COMP
 AW5640  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 AW5640
 AW5640  VERT ORDER  -  FIRST     CLASS II
 AW5640
 AW5640.The horizontal coordinates were scaled from a topographic map and have
 AW5640.an estimated accuracy of +/- 6 seconds.
 AW5640
 AW5640.The orthometric height was determined by differential leveling
 AW5640.and adjusted by the National Geodetic Survey in April 2001..
 AW5640
 AW5640.The geoid height was determined by GEOID03.
 AW5640
 AW5640.The dynamic height is computed by dividing the NAVD 88
 AW5640.geopotential number by the normal gravity value computed on the
 AW5640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5640.degrees latitude (g = 980.6199 gals.).
 AW5640
 AW5640.The modeled gravity was interpolated from observed gravity values.
 AW5640
 AW5640;                    North         East    Units  Estimated Accuracy
 AW5640;SPC TXSC     - 4,239,010.      961,130.      MT  (+/- 180 meters Scaled)
 AW5640
 AW5640                          SUPERSEDED SURVEY CONTROL
 AW5640
 AW5640  NAVD 88 (06/15/91)   19.042  (m)           62.47   (f) UNKNOWN     1 2
 AW5640  NGVD 29 (12/23/87)   19.040  (m)           62.47   (f) ADJUSTED    1 2
 AW5640
 AW5640.Superseded values are not recommended for survey control.
 AW5640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5640.See file dsdata.txt to determine how the superseded data were derived.
 AW5640
 AW5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP819140(NAD 83)
 AW5640_MARKER: I = METAL ROD
 AW5640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5640_SP_SET: STAINLESS STEEL ROD
 AW5640_STAMPING: Y 1510 1987
 AW5640_MARK LOGO: NGS   
 AW5640_PROJECTION: FLUSH
 AW5640_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5640+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AW5640_ROD/PIPE-DEPTH: 7.0  meters
 AW5640
 AW5640  HISTORY     - Date     Condition        Report By
 AW5640  HISTORY     - 1987     MONUMENTED       NGS
 AW5640  HISTORY     - 19941009 GOOD             NGS
 AW5640  HISTORY     - 20040330 GOOD             USPSQD
 AW5640
 AW5640                          STATION DESCRIPTION
 AW5640
 AW5640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5640'10.5 KM (6.5 MI) SOUTH FROM HUMBLE.
 AW5640'0.6 KM (0.35 MI) EAST ALONG BARRETT STREET FROM THE POST OFFICE IN
 AW5640'HUMBLE, THENCE 7.2 KM (4.45 MI) SOUTHERLY ALONG OLD HUMBLE ROAD,
 AW5640'THENCE 2.7 KM (1.7 MI) EASTERLY ALONG NORTH BELT, 13.7 M (44.9 FT)
 AW5640'NORTHEAST OF THE CENTERLINE OF NORTH BELT, AND 1.5 M (4.9 FT)
 AW5640'SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5640'THROUGH A 5-INCH LOGO CAP.
 AW5640'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW5640'THE MARK IS 0.6 M BELOW NORTH BELT.
 AW5640
 AW5640                          STATION RECOVERY (1994)
 AW5640
 AW5640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW5640'0.2 KM (0.10 MI) WESTERLY ALONG FIRST STREET FROM THE POST OFFICE IN
 AW5640'HUMBLE, THENCE 7.3 KM (4.55 MI) SOUTHERLY ALONG HOUSTON AVENUE AND
 AW5640'THEN OLD HUMBLE ROAD, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG EAST
 AW5640'BELTWAY 8, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG DUSTY ROAD
 AW5640'CROSSOVER, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG EAST NORTH BELT
 AW5640'DRIVE, 13.7 M (44.9 FT) NORTHEAST OF THE DRIVE CENTERLINE, 1.5 M (4.9
 AW5640'FT) SOUTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AW5640'DRIVE, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST. NOTE--ACCESS TO
 AW5640'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AW5640
 AW5640                          STATION RECOVERY (2004)
 AW5640
 AW5640'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW5640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1979 ***********************************************************************
 BL1979  DESIGNATION -  Y 1511
 BL1979  PID         -  BL1979
 BL1979  STATE/COUNTY-  TX/HARRIS
 BL1979  USGS QUAD   -  TOMBALL (1979)
 BL1979
 BL1979                         *CURRENT SURVEY CONTROL
 BL1979  ___________________________________________________________________
 BL1979* NAD 83(1986)-  30 04 30.     (N)    095 33 23.     (W)     SCALED    
 BL1979* NAVD 88     -        46.143  (meters)     151.39   (feet)  ADJUSTED  
 BL1979  ___________________________________________________________________
 BL1979  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL1979  DYNAMIC HT  -          46.081 (meters)     151.18  (feet)  COMP
 BL1979  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 BL1979
 BL1979  VERT ORDER  -  FIRST     CLASS II
 BL1979
 BL1979.The horizontal coordinates were scaled from a topographic map and have
 BL1979.an estimated accuracy of +/- 6 seconds.
 BL1979
 BL1979.The orthometric height was determined by differential leveling
 BL1979.and adjusted by the National Geodetic Survey in June 1991..
 BL1979
 BL1979.The geoid height was determined by GEOID03.
 BL1979
 BL1979.The dynamic height is computed by dividing the NAVD 88
 BL1979.geopotential number by the normal gravity value computed on the
 BL1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1979.degrees latitude (g = 980.6199 gals.).
 BL1979
 BL1979.The modeled gravity was interpolated from observed gravity values.
 BL1979
 BL1979;                    North         East    Units  Estimated Accuracy
 BL1979;SPC TXSC     - 4,253,330.      931,950.      MT  (+/- 180 meters Scaled)
 BL1979
 BL1979                          SUPERSEDED SURVEY CONTROL
 BL1979
 BL1979  NGVD 29 (12/23/87)   46.138  (m)          151.37   (f) ADJUSTED    1 2
 BL1979
 BL1979.Superseded values are not recommended for survey control.
 BL1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1979.See file dsdata.txt to determine how the superseded data were derived.
 BL1979
 BL1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP535298(NAD 83)
 BL1979_MARKER: I = METAL ROD
 BL1979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1979_SP_SET: STAINLESS STEEL ROD
 BL1979_STAMPING: Y 1511 1987
 BL1979_MARK LOGO: NGS   
 BL1979_PROJECTION: FLUSH
 BL1979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1979+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 BL1979_ROD/PIPE-DEPTH: 8.5  meters
 BL1979
 BL1979  HISTORY     - Date     Condition        Report By
 BL1979  HISTORY     - 1987     MONUMENTED       NGS
 BL1979  HISTORY     - 20050815 GOOD             GEOCAC
 BL1979
 BL1979                          STATION DESCRIPTION
 BL1979
 BL1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL1979'9.5 KM (5.9 MI) SE FROM TOMBALL.
 BL1979'5.3 KM (3.3 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 BL1979'FROM THE STATION IN TOMBALL, THENCE 4.2 KM (2.6 MI) NORTHEASTERLY
 BL1979'ALONG BOUDREAUX ROAD, 34.1 M (111.9 FT) SOUTHEAST OF A UTILITY POLE,
 BL1979'22.1 M (72.5 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 18.1 M (59.4
 BL1979'FT) NORTHEAST OF THE CENTERLINE OF FARM ROAD 2920, AND 9.7 M (31.8 FT)
 BL1979'NORTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 BL1979'THROUGH A 5-INCH LOGO CAP.
 BL1979'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST AND FENCE
 BL1979'THE MARK IS ABOVE LEVEL WITH FARM ROAD 2920.
 BL1979
 BL1979                          STATION RECOVERY (2005)
 BL1979
 BL1979'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1979'ABOUT 3.5 METERS NORTHWEST OF TRAFFIC SIGNAL POLE
 BL1979'LAT/LON BY HANDHELD GPS(NAD83) N30 04 30.8 W095 33 22.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5698 ***********************************************************************
 AW5698  DESIGNATION -  Y 1512
 AW5698  PID         -  AW5698
 AW5698  STATE/COUNTY-  TX/HARRIS
 AW5698  USGS QUAD   -  PASADENA (1995)
 AW5698
 AW5698                         *CURRENT SURVEY CONTROL
 AW5698  ___________________________________________________________________
 AW5698* NAD 83(1986)-  29 37 52.     (N)    095 08 34.     (W)     SCALED    
 AW5698* NAVD 88     -         8.439  (meters)      27.69   (feet)  ADJUSTED  
 AW5698  ___________________________________________________________________
 AW5698  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW5698  DYNAMIC HT  -           8.427 (meters)      27.65  (feet)  COMP
 AW5698  MODELED GRAV-     979,277.3   (mgal)                       NAVD 88
 AW5698
 AW5698  VERT ORDER  -  FIRST     CLASS II
 AW5698
 AW5698.The horizontal coordinates were scaled from a topographic map and have
 AW5698.an estimated accuracy of +/- 6 seconds.
 AW5698
 AW5698.The orthometric height was determined by differential leveling
 AW5698.and adjusted by the National Geodetic Survey in June 1991..
 AW5698
 AW5698.The geoid height was determined by GEOID03.
 AW5698
 AW5698.The dynamic height is computed by dividing the NAVD 88
 AW5698.geopotential number by the normal gravity value computed on the
 AW5698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5698.degrees latitude (g = 980.6199 gals.).
 AW5698
 AW5698.The modeled gravity was interpolated from observed gravity values.
 AW5698
 AW5698;                    North         East    Units  Estimated Accuracy
 AW5698;SPC TXSC     - 4,205,400.      973,420.      MT  (+/- 180 meters Scaled)
 AW5698
 AW5698                          SUPERSEDED SURVEY CONTROL
 AW5698
 AW5698  NGVD 29 (12/23/87)    8.436  (m)           27.68   (f) ADJUSTED    1 2
 AW5698
 AW5698.Superseded values are not recommended for survey control.
 AW5698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5698.See file dsdata.txt to determine how the superseded data were derived.
 AW5698
 AW5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN925798(NAD 83)
 AW5698_MARKER: I = METAL ROD
 AW5698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5698_SP_SET: STAINLESS STEEL ROD
 AW5698_STAMPING: Y 1512 1987
 AW5698_MARK LOGO: NGS   
 AW5698_PROJECTION: FLUSH
 AW5698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5698_ROD/PIPE-DEPTH: 9.1  meters
 AW5698
 AW5698  HISTORY     - Date     Condition        Report By
 AW5698  HISTORY     - 1987     MONUMENTED       NGS
 AW5698  HISTORY     - 1987     GOOD             USPSQD
 AW5698  HISTORY     - 19900805 GOOD             USPSQD
 AW5698  HISTORY     - 19980307 GOOD             USPSQD
 AW5698  HISTORY     - 20030211 POOR             USPSQD
 AW5698  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AW5698
 AW5698                          STATION DESCRIPTION
 AW5698
 AW5698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5698'5.9 KM (3.65 MI) EAST FROM GENOA.
 AW5698'5.9 KM (3.65 MI) EAST ALONG GENOA-RED BLUFF ROAD FROM THE CROSSING OF
 AW5698'THE GALVESTON, HOUSTON AND HENDERSON RAILROAD IN GENOA, 8.6 METERS
 AW5698'(28.2 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 8.1 METERS (26.6 FT)
 AW5698'WEST OF THE CENTEROF A WIRE GATE AND A GRAVELED OIL AND FIELD ROAD
 AW5698'LEADING SOUTHEAST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5698'5-INCH LOGO CAP.
 AW5698'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 AW5698'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW5698
 AW5698                          STATION RECOVERY (1987)
 AW5698
 AW5698'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW5698'RECOVERED IN GOOD CONDITION.
 AW5698
 AW5698                          STATION RECOVERY (1990)
 AW5698
 AW5698'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5698'RECOVERED IN GOOD CONDITION.
 AW5698
 AW5698                          STATION RECOVERY (1998)
 AW5698
 AW5698'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5698'RECOVERED IN GOOD CONDITION.
 AW5698
 AW5698                          STATION RECOVERY (2003)
 AW5698
 AW5698'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5698'FOUNDATION WITH MARKER ATTACHED UPROOTED BY BULDOZER AND LYING ON THE
 AW5698'GROUND NEAR THE CORRECT POSITION FOR THE MARKER.
 AW5698
 AW5698                          STATION RECOVERY (2005)
 AW5698
 AW5698'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6272 ***********************************************************************
 AC6272  DESIGNATION -  Y 1516
 AC6272  PID         -  AC6272
 AC6272  STATE/COUNTY-  TX/HARRIS
 AC6272  USGS QUAD   -  LEAGUE CITY (1995)
 AC6272
 AC6272                         *CURRENT SURVEY CONTROL
 AC6272  ___________________________________________________________________
 AC6272* NAD 83(1986)-  29 33 01.     (N)    095 06 43.     (W)     SCALED    
 AC6272* NAVD 88     -         5.128  (meters)      16.82   (feet)  ADJUSTED  
 AC6272  ___________________________________________________________________
 AC6272  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AC6272  DYNAMIC HT  -           5.121 (meters)      16.80  (feet)  COMP
 AC6272  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 AC6272
 AC6272  VERT ORDER  -  FIRST     CLASS II
 AC6272
 AC6272.The horizontal coordinates were scaled from a topographic map and have
 AC6272.an estimated accuracy of +/- 6 seconds.
 AC6272
 AC6272.The orthometric height was determined by differential leveling
 AC6272.and adjusted by the National Geodetic Survey in March 1997..
 AC6272
 AC6272.The geoid height was determined by GEOID03.
 AC6272
 AC6272.The dynamic height is computed by dividing the NAVD 88
 AC6272.geopotential number by the normal gravity value computed on the
 AC6272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6272.degrees latitude (g = 980.6199 gals.).
 AC6272
 AC6272.The modeled gravity was interpolated from observed gravity values.
 AC6272
 AC6272;                    North         East    Units  Estimated Accuracy
 AC6272;SPC TXSC     - 4,196,550.      976,710.      MT  (+/- 180 meters Scaled)
 AC6272
 AC6272                          SUPERSEDED SURVEY CONTROL
 AC6272
 AC6272.No superseded survey control is available for this station.
 AC6272
 AC6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN953708(NAD 83)
 AC6272_MARKER: DV = VERTICAL CONTROL DISK
 AC6272_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC6272_SP_SET: BRIDGE ABUTMENT
 AC6272_STAMPING: Y 1516 1996
 AC6272_MARK LOGO: NGS   
 AC6272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6272+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AC6272
 AC6272  HISTORY     - Date     Condition        Report By
 AC6272  HISTORY     - 1996     MONUMENTED       NGS
 AC6272  HISTORY     - 20031105 GOOD             USPSQD
 AC6272  HISTORY     - 20050114 GOOD             USPSQD
 AC6272
 AC6272                          STATION DESCRIPTION
 AC6272
 AC6272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6272'IN CLEAR LAKE, AT THE INTERSECTION OF ELCAMINO REAL AND BEACON STREET,
 AC6272'IN TOP OF AND 0.7 M (2.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 AC6272'NORTHWEST CONCRETE ABUTMENT OF THE ELCAMINO REAL BRIDGE SPANNING COW
 AC6272'BAYOU, 27.2 M (89.2 FT) SOUTHEAST OF THE STREET CENTER, 4.7 M (15.4
 AC6272'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE REAL,
 AC6272'0.4 M (1.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT, AND 0.3
 AC6272'M (1.0 FT) ABOVE THE LEVEL OF THE REAL.
 AC6272
 AC6272                          STATION RECOVERY (2003)
 AC6272
 AC6272'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AC6272'RECOVERED IN GOOD CONDITION.
 AC6272
 AC6272                          STATION RECOVERY (2005)
 AC6272
 AC6272'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0749 ***********************************************************************
 CE0749  DESIGNATION -  Y 1517
 CE0749  PID         -  CE0749
 CE0749  STATE/COUNTY-  TX/EL PASO
 CE0749  USGS QUAD   -  EL PASO (1997)
 CE0749
 CE0749                         *CURRENT SURVEY CONTROL
 CE0749  ___________________________________________________________________
 CE0749* NAD 83(1986)-  31 49 16.     (N)    106 28 04.     (W)     SCALED    
 CE0749* NAVD 88     -      1299.322  (meters)    4262.86   (feet)  ADJUSTED  
 CE0749  ___________________________________________________________________
 CE0749  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0749  DYNAMIC HT  -        1297.356 (meters)    4256.41  (feet)  COMP
 CE0749  MODELED GRAV-     979,081.1   (mgal)                       NAVD 88
 CE0749
 CE0749  VERT ORDER  -  FIRST     CLASS I
 CE0749
 CE0749.The horizontal coordinates were scaled from a topographic map and have
 CE0749.an estimated accuracy of +/- 6 seconds.
 CE0749
 CE0749.The orthometric height was determined by differential leveling
 CE0749.and adjusted by the National Geodetic Survey in November 1996..
 CE0749
 CE0749.The geoid height was determined by GEOID03.
 CE0749
 CE0749.The dynamic height is computed by dividing the NAVD 88
 CE0749.geopotential number by the normal gravity value computed on the
 CE0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0749.degrees latitude (g = 980.6199 gals.).
 CE0749
 CE0749.The modeled gravity was interpolated from observed gravity values.
 CE0749
 CE0749;                    North         East    Units  Estimated Accuracy
 CE0749;SPC TX C     - 3,254,850.      119,520.      MT  (+/- 180 meters Scaled)
 CE0749
 CE0749                          SUPERSEDED SURVEY CONTROL
 CE0749
 CE0749.No superseded survey control is available for this station.
 CE0749
 CE0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR610215(NAD 83)
 CE0749_MARKER: I = METAL ROD
 CE0749_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CE0749+WITH SETTING: INFORMATION.
 CE0749_SP_SET: METAL ROD DRIVEN INTO GROUND
 CE0749_STAMPING: Y 1517 1993
 CE0749_MARK LOGO: NGS   
 CE0749_PROJECTION: FLUSH
 CE0749_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0749+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0749_ROD/PIPE-DEPTH: 1.8  meters
 CE0749
 CE0749  HISTORY     - Date     Condition        Report By
 CE0749  HISTORY     - 1993     MONUMENTED       NGS
 CE0749
 CE0749                          STATION DESCRIPTION
 CE0749
 CE0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0749'IN EL PASO, AT THE INTERSECTION OF MCKELLIGON CANYON AND DAVIS-SEAMON
 CE0749'ROADS, 18.5 M (60.7 FT) EAST OF THE CENTER THE MCKELLIGON CANYON
 CE0749'QUARRY ENTRANCE ROAD, 18.2 M (59.7 FT) SOUTH OF THE CENTERLINE OF
 CE0749'MCKELLIGON CANYON ROAD, 6.3 M (20.7 FT) SOUTHWEST OF AND LEVEL WITH
 CE0749'THE CENTER OF DAVIS-SEAMON ROAD, AND 0.7 M (2.3 FT) EAST OF A UTILITY
 CE0749'POLE WITH 2 GUY CABLES.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 CE0749'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8489 ***********************************************************************
 AC8489  DESIGNATION -  Y 1518
 AC8489  PID         -  AC8489
 AC8489  STATE/COUNTY-  TX/NUECES
 AC8489  USGS QUAD   -  OSO CREEK NE (1975)
 AC8489
 AC8489                         *CURRENT SURVEY CONTROL
 AC8489  ___________________________________________________________________
 AC8489* NAD 83(1986)-  27 41 11.     (N)    097 19 20.     (W)     SCALED    
 AC8489* NAVD 88     -        10.379  (meters)      34.05   (feet)  ADJUSTED  
 AC8489  ___________________________________________________________________
 AC8489  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AC8489  DYNAMIC HT  -          10.363 (meters)      34.00  (feet)  COMP
 AC8489  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 AC8489
 AC8489  VERT ORDER  -  FIRST     CLASS II
 AC8489
 AC8489.The horizontal coordinates were scaled from a topographic map and have
 AC8489.an estimated accuracy of +/- 6 seconds.
 AC8489
 AC8489.The orthometric height was determined by differential leveling
 AC8489.and adjusted by the National Geodetic Survey in December 1997..
 AC8489
 AC8489.The geoid height was determined by GEOID03.
 AC8489
 AC8489.The dynamic height is computed by dividing the NAVD 88
 AC8489.geopotential number by the normal gravity value computed on the
 AC8489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8489.degrees latitude (g = 980.6199 gals.).
 AC8489
 AC8489.The modeled gravity was interpolated from observed gravity values.
 AC8489
 AC8489;                    North         East    Units  Estimated Accuracy
 AC8489;SPC TX S     - 5,224,320.      416,180.      MT  (+/- 180 meters Scaled)
 AC8489
 AC8489                          SUPERSEDED SURVEY CONTROL
 AC8489
 AC8489.No superseded survey control is available for this station.
 AC8489
 AC8489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR654635(NAD 83)
 AC8489_MARKER: DD = SURVEY DISK
 AC8489_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8489_SP_SET: OVERPASS ABUTMENT
 AC8489_STAMPING: Y 1518
 AC8489_MARK LOGO: TXHD  
 AC8489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8489+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8489
 AC8489  HISTORY     - Date     Condition        Report By
 AC8489  HISTORY     - UNK      MONUMENTED       TXHD
 AC8489  HISTORY     - 19970209 GOOD             NGS
 AC8489
 AC8489                          STATION DESCRIPTION
 AC8489
 AC8489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8489'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 358 AND PAUL
 AC8489'JONES AVENUE, IN TOP OF AND 1.1 M (3.6 FT) SOUTHWEST OF THE NORTHEAST
 AC8489'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE
 AC8489'AVENUE, 38.5 M (126.3 FT) SOUTHEAST OF THE AVENUE CENTERLINE, AND 8.4
 AC8489'M (27.6 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 AC8489'WESTBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8468 ***********************************************************************
 AC8468  DESIGNATION -  Y 1519
 AC8468  PID         -  AC8468
 AC8468  STATE/COUNTY-  TX/NUECES
 AC8468  USGS QUAD   -  OSO CREEK NE (1975)
 AC8468
 AC8468                         *CURRENT SURVEY CONTROL
 AC8468  ___________________________________________________________________
 AC8468* NAD 83(1986)-  27 39 25.     (N)    097 15 37.     (W)     SCALED    
 AC8468* NAVD 88     -         2.520  (meters)       8.27   (feet)  ADJUSTED  
 AC8468  ___________________________________________________________________
 AC8468  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AC8468  DYNAMIC HT  -           2.516 (meters)       8.25  (feet)  COMP
 AC8468  MODELED GRAV-     979,127.5   (mgal)                       NAVD 88
 AC8468
 AC8468  VERT ORDER  -  FIRST     CLASS II
 AC8468
 AC8468.The horizontal coordinates were scaled from a topographic map and have
 AC8468.an estimated accuracy of +/- 6 seconds.
 AC8468
 AC8468.The orthometric height was determined by differential leveling
 AC8468.and adjusted by the National Geodetic Survey in December 1997..
 AC8468
 AC8468.The geoid height was determined by GEOID03.
 AC8468
 AC8468.The dynamic height is computed by dividing the NAVD 88
 AC8468.geopotential number by the normal gravity value computed on the
 AC8468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8468.degrees latitude (g = 980.6199 gals.).
 AC8468
 AC8468.The modeled gravity was interpolated from observed gravity values.
 AC8468
 AC8468;                    North         East    Units  Estimated Accuracy
 AC8468;SPC TX S     - 5,221,110.      422,320.      MT  (+/- 180 meters Scaled)
 AC8468
 AC8468                          SUPERSEDED SURVEY CONTROL
 AC8468
 AC8468.No superseded survey control is available for this station.
 AC8468
 AC8468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR716604(NAD 83)
 AC8468_MARKER: DV = VERTICAL CONTROL DISK
 AC8468_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8468_SP_SET: BRIDGE ABUTMENT
 AC8468_STAMPING: Y 1519 1997
 AC8468_MARK LOGO: NGS   
 AC8468_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8468+STABILITY: POSITION/ELEVATION WELL
 AC8468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8468+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8468
 AC8468  HISTORY     - Date     Condition        Report By
 AC8468  HISTORY     - 1997     MONUMENTED       NGS
 AC8468
 AC8468                          STATION DESCRIPTION
 AC8468
 AC8468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8468'19.0 KM (11.80 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8468'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, IN TOP OF
 AC8468'AND 0.8 M (2.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 AC8468'CONCRETE ABUTMENT OF A BRIDGE SPANNING A CHANNEL, 5.8 M (19.0 FT)
 AC8468'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE ROAD, 1.8 M
 AC8468'(5.9 FT) WEST OF THE EAST END OF A BRIDGE RAIL, 0.5 M (1.6 FT) NORTH
 AC8468'OF A WITNESS POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0127 ***********************************************************************
 CS0127  DESIGNATION -  Y 152
 CS0127  PID         -  CS0127
 CS0127  STATE/COUNTY-  TX/KAUFMAN
 CS0127  USGS QUAD   -  TERRELL NORTH (1962)
 CS0127
 CS0127                         *CURRENT SURVEY CONTROL
 CS0127  ___________________________________________________________________
 CS0127* NAD 83(1986)-  32 45 30.     (N)    096 15 09.     (W)     SCALED    
 CS0127* NAVD 88     -       149.718  (meters)     491.20   (feet)  ADJUSTED  
 CS0127  ___________________________________________________________________
 CS0127  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0127  DYNAMIC HT  -         149.552 (meters)     490.66  (feet)  COMP
 CS0127  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CS0127
 CS0127  VERT ORDER  -  SECOND    CLASS 0
 CS0127
 CS0127.The horizontal coordinates were scaled from a topographic map and have
 CS0127.an estimated accuracy of +/- 6 seconds.
 CS0127
 CS0127.The orthometric height was determined by differential leveling
 CS0127.and adjusted by the National Geodetic Survey in June 1991..
 CS0127.WARNING-Repeat measurements at this control monument indicate possible
 CS0127.vertical movement.
 CS0127
 CS0127.The geoid height was determined by GEOID03.
 CS0127
 CS0127.The dynamic height is computed by dividing the NAVD 88
 CS0127.geopotential number by the normal gravity value computed on the
 CS0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0127.degrees latitude (g = 980.6199 gals.).
 CS0127
 CS0127.The modeled gravity was interpolated from observed gravity values.
 CS0127
 CS0127;                    North         East    Units  Estimated Accuracy
 CS0127;SPC TXNC     - 2,123,310.      810,570.      MT  (+/- 180 meters Scaled)
 CS0127
 CS0127                          SUPERSEDED SURVEY CONTROL
 CS0127
 CS0127  NGVD 29 (??/??/92)  149.727  (m)          491.23   (f) ADJ UNCH    2 0
 CS0127
 CS0127.Superseded values are not recommended for survey control.
 CS0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0127.See file dsdata.txt to determine how the superseded data were derived.
 CS0127
 CS0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB573278(NAD 83)
 CS0127_MARKER: DB = BENCH MARK DISK
 CS0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0127_STAMPING: Y 152 1933
 CS0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0127+STABILITY: SURFACE MOTION
 CS0127
 CS0127  HISTORY     - Date     Condition        Report By
 CS0127  HISTORY     - 1933     MONUMENTED       CGS
 CS0127  HISTORY     - 1946     MARK NOT FOUND   NGS
 CS0127  HISTORY     - 20010711 GOOD             NGS
 CS0127
 CS0127                          STATION DESCRIPTION
 CS0127
 CS0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0127'2.0 MI N FROM TERRELL.
 CS0127'2.0 MILES NORTH OF, ALONG TEXAS AND NEW ORLEANS RR AT MILEPOST 43, 2
 CS0127'FEET INSIDE OF R.R. RIGHT OF WAY FENCE.  44 FEET EAST OF TRACK C.L.
 CS0127'ABOUT 0.3 MILES EAST OF STATE HIGHWAY NO. 34.  TABLET SET IN TOP OF
 CS0127'CONCRETE POST.
 CS0127
 CS0127                          STATION RECOVERY (1946)
 CS0127
 CS0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0127'MARK NOT FOUND.
 CS0127
 CS0127                          STATION RECOVERY (2001)
 CS0127
 CS0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (LDT)
 CS0127'THE STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6877 ***********************************************************************
 AE6877  DESIGNATION -  Y 1520
 AE6877  PID         -  AE6877
 AE6877  STATE/COUNTY-  TX/KENT
 AE6877  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 AE6877
 AE6877                         *CURRENT SURVEY CONTROL
 AE6877  ___________________________________________________________________
 AE6877* NAD 83(1986)-  32 59 50.     (N)    101 00 53.     (W)     SCALED    
 AE6877* NAVD 88     -       723.437  (meters)    2373.48   (feet)  ADJUSTED  
 AE6877  ___________________________________________________________________
 AE6877  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AE6877  DYNAMIC HT  -         722.519 (meters)    2370.46  (feet)  COMP
 AE6877  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 AE6877
 AE6877  VERT ORDER  -  FIRST     CLASS II
 AE6877
 AE6877.The horizontal coordinates were scaled from a topographic map and have
 AE6877.an estimated accuracy of +/- 6 seconds.
 AE6877
 AE6877.The orthometric height was determined by differential leveling
 AE6877.and adjusted by the National Geodetic Survey in July 2002..
 AE6877
 AE6877.The geoid height was determined by GEOID03.
 AE6877
 AE6877.The dynamic height is computed by dividing the NAVD 88
 AE6877.geopotential number by the normal gravity value computed on the
 AE6877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6877.degrees latitude (g = 980.6199 gals.).
 AE6877
 AE6877.The modeled gravity was interpolated from observed gravity values.
 AE6877
 AE6877;                    North         East    Units  Estimated Accuracy
 AE6877;SPC TXNC     - 2,150,360.      365,040.      MT  (+/- 180 meters Scaled)
 AE6877
 AE6877                          SUPERSEDED SURVEY CONTROL
 AE6877
 AE6877.No superseded survey control is available for this station.
 AE6877
 AE6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB117527(NAD 83)
 AE6877_MARKER: I = METAL ROD
 AE6877_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE6877+WITH SETTING: INFORMATION.
 AE6877_STAMPING: Y 1520 1997
 AE6877_MARK LOGO: NGS   
 AE6877_PROJECTION: FLUSH
 AE6877_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6877+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6877_ROD/PIPE-DEPTH: 2.4  meters
 AE6877
 AE6877  HISTORY     - Date     Condition        Report By
 AE6877  HISTORY     - 1997     MONUMENTED       NGS
 AE6877
 AE6877                          STATION DESCRIPTION
 AE6877
 AE6877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6877'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6877'OF STATE HIGHWAY 208 IN SNYDER, THENCE 12.1 KM (7.50 MI) EASTERLY
 AE6877'ALONG A GRAVELED ROAD, NEAR THE WEST END OF COUNTY ROAD 432, 21.8 M
 AE6877'(71.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE
 AE6877'ENCLOSING THE JOHN REED RESIDENCE, 11.4 M (37.4 FT) EAST OF THE CENTER
 AE6877'OF A GATE AND A CATTLE GUARD, 7.5 M (24.6 FT) NORTH OF THE ROAD
 AE6877'CENTER, 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT)
 AE6877'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AE6877'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH OF 0.9 METER DOES NOT
 AE6877'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO
 AE6877'REFUSAL AND ANCHORED.  THE MARK IS ON THE PROPERTY OWNED BY JOHN REED,
 AE6877'600 CR 342, SNYDER, TX 79549, TELEPHONE NUMBER (915) 573-7878.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0521 ***********************************************************************
 DM0521  DESIGNATION -  Y 153
 DM0521  PID         -  DM0521
 DM0521  STATE/COUNTY-  TX/DELTA
 DM0521  USGS QUAD   -  KLONDIKE (1964)
 DM0521
 DM0521                         *CURRENT SURVEY CONTROL
 DM0521  ___________________________________________________________________
 DM0521* NAD 83(1986)-  33 16 46.     (N)    095 48 03.     (W)     SCALED    
 DM0521* NAVD 88     -       137.579  (meters)     451.37   (feet)  ADJUSTED  
 DM0521  ___________________________________________________________________
 DM0521  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DM0521  DYNAMIC HT  -         137.432 (meters)     450.89  (feet)  COMP
 DM0521  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DM0521
 DM0521  VERT ORDER  -  SECOND    CLASS 0
 DM0521
 DM0521.The horizontal coordinates were scaled from a topographic map and have
 DM0521.an estimated accuracy of +/- 6 seconds.
 DM0521
 DM0521.The orthometric height was determined by differential leveling
 DM0521.and adjusted by the National Geodetic Survey in June 1991..
 DM0521
 DM0521.The geoid height was determined by GEOID03.
 DM0521
 DM0521.The dynamic height is computed by dividing the NAVD 88
 DM0521.geopotential number by the normal gravity value computed on the
 DM0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0521.degrees latitude (g = 980.6199 gals.).
 DM0521
 DM0521.The modeled gravity was interpolated from observed gravity values.
 DM0521
 DM0521;                    North         East    Units  Estimated Accuracy
 DM0521;SPC TXNC     - 2,182,070.      851,390.      MT  (+/- 180 meters Scaled)
 DM0521
 DM0521                          SUPERSEDED SURVEY CONTROL
 DM0521
 DM0521  NGVD 29 (??/??/92)  137.566  (m)          451.33   (f) ADJ UNCH    2 0
 DM0521
 DM0521.Superseded values are not recommended for survey control.
 DM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0521.See file dsdata.txt to determine how the superseded data were derived.
 DM0521
 DM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS391857(NAD 83)
 DM0521_MARKER: DB = BENCH MARK DISK
 DM0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0521_STAMPING: Y 153 1933
 DM0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0521+STABILITY: SURFACE MOTION
 DM0521
 DM0521  HISTORY     - Date     Condition        Report By
 DM0521  HISTORY     - 1933     MONUMENTED       CGS
 DM0521  HISTORY     - 1935     GOOD             NGS
 DM0521  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 DM0521
 DM0521                          STATION DESCRIPTION
 DM0521
 DM0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0521'6.6 MI NE FROM COMMERCE.
 DM0521'6.6 MILES NORTHEAST OF, ALONG T. AND N.O. RY.  CONCRETE POST, MILE
 DM0521'93.4, 1.8 MILES NORTHEAST OF HORTON SIDING, NEAR SOUTHWEST END OF LONG
 DM0521'FILL, 58 FEET WEST OF ROAD CROSSING, WEST OF CATTLEGUARD NO. 93A, 35
 DM0521'FEET NORTHWEST OF RAILROAD CENTER-LINE.  TABLET ON TOP OF CONCRETE
 DM0521'POST.
 DM0521
 DM0521                          STATION RECOVERY (1935)
 DM0521
 DM0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0521'RECOVERED IN GOOD CONDITION.
 DM0521
 DM0521                          STATION RECOVERY (1995)
 DM0521
 DM0521'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0579 ***********************************************************************
 DM0579  DESIGNATION -  Y 154
 DM0579  PID         -  DM0579
 DM0579  STATE/COUNTY-  TX/LAMAR
 DM0579  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM0579
 DM0579                         *CURRENT SURVEY CONTROL
 DM0579  ___________________________________________________________________
 DM0579* NAD 83(1986)-  33 51 23.     (N)    095 30 37.     (W)     SCALED    
 DM0579* NAVD 88     -       138.803  (meters)     455.39   (feet)  ADJUSTED  
 DM0579  ___________________________________________________________________
 DM0579  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DM0579  DYNAMIC HT  -         138.657 (meters)     454.91  (feet)  COMP
 DM0579  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 DM0579
 DM0579  VERT ORDER  -  SECOND    CLASS 0
 DM0579
 DM0579.The horizontal coordinates were scaled from a topographic map and have
 DM0579.an estimated accuracy of +/- 6 seconds.
 DM0579
 DM0579.The orthometric height was determined by differential leveling
 DM0579.and adjusted by the National Geodetic Survey in June 1991..
 DM0579
 DM0579.The geoid height was determined by GEOID03.
 DM0579
 DM0579.The dynamic height is computed by dividing the NAVD 88
 DM0579.geopotential number by the normal gravity value computed on the
 DM0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0579.degrees latitude (g = 980.6199 gals.).
 DM0579
 DM0579.The modeled gravity was interpolated from observed gravity values.
 DM0579
 DM0579;                    North         East    Units  Estimated Accuracy
 DM0579;SPC TXNC     - 2,246,760.      876,620.      MT  (+/- 180 meters Scaled)
 DM0579
 DM0579                          SUPERSEDED SURVEY CONTROL
 DM0579
 DM0579  NGVD 29 (??/??/92)  138.761  (m)          455.25   (f) ADJ UNCH    2 0
 DM0579
 DM0579.Superseded values are not recommended for survey control.
 DM0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0579.See file dsdata.txt to determine how the superseded data were derived.
 DM0579
 DM0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT677490(NAD 83)
 DM0579_MARKER: DB = BENCH MARK DISK
 DM0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0579_SP_SET: CULVERT
 DM0579_STAMPING: Y 154 1933
 DM0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0579
 DM0579  HISTORY     - Date     Condition        Report By
 DM0579  HISTORY     - 1933     MONUMENTED       CGS
 DM0579  HISTORY     - 1944     GOOD             SLSFRR
 DM0579  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 DM0579
 DM0579                          STATION DESCRIPTION
 DM0579
 DM0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0579'15.8 MI N FROM PARIS.
 DM0579'15.8 MILES NORTH OF, ALONG ST. LOUIS-SAN FRANCISCO RY.  100 FEET NORTH
 DM0579'OF 5TH POST SOUTH OF MILEPOST 570.  AT RAILROAD CULVERT, 22 FEET WEST
 DM0579'OF TRACK C.L.  TABLET CEMENTED IN TOP OF CONCRETE HEADWALL.
 DM0579
 DM0579                          STATION RECOVERY (1944)
 DM0579
 DM0579'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0579'RECOVERED IN GOOD CONDITION.
 DM0579
 DM0579                          STATION RECOVERY (1995)
 DM0579
 DM0579'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0461 ***********************************************************************
 DM0461  DESIGNATION -  Y 155
 DM0461  PID         -  DM0461
 DM0461  STATE/COUNTY-  TX/TITUS
 DM0461  USGS QUAD   -  TALCO (1964)
 DM0461
 DM0461                         *CURRENT SURVEY CONTROL
 DM0461  ___________________________________________________________________
 DM0461* NAD 83(1986)-  33 20 22.     (N)    095 04 24.     (W)     SCALED    
 DM0461* NAVD 88     -        95.825  (meters)     314.39   (feet)  ADJUSTED  
 DM0461  ___________________________________________________________________
 DM0461  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0461  DYNAMIC HT  -          95.722 (meters)     314.05  (feet)  COMP
 DM0461  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 DM0461
 DM0461  VERT ORDER  -  SECOND    CLASS 0
 DM0461
 DM0461.The horizontal coordinates were scaled from a topographic map and have
 DM0461.an estimated accuracy of +/- 6 seconds.
 DM0461
 DM0461.The orthometric height was determined by differential leveling
 DM0461.and adjusted by the National Geodetic Survey in June 1991..
 DM0461
 DM0461.The geoid height was determined by GEOID03.
 DM0461
 DM0461.The dynamic height is computed by dividing the NAVD 88
 DM0461.geopotential number by the normal gravity value computed on the
 DM0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0461.degrees latitude (g = 980.6199 gals.).
 DM0461
 DM0461.The modeled gravity was interpolated from observed gravity values.
 DM0461
 DM0461;                    North         East    Units  Estimated Accuracy
 DM0461;SPC TXNC     - 2,190,700.      918,910.      MT  (+/- 180 meters Scaled)
 DM0461
 DM0461                          SUPERSEDED SURVEY CONTROL
 DM0461
 DM0461  NGVD 29 (??/??/92)   95.832  (m)          314.41   (f) ADJ UNCH    2 0
 DM0461
 DM0461.Superseded values are not recommended for survey control.
 DM0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0461.See file dsdata.txt to determine how the superseded data were derived.
 DM0461
 DM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS070908(NAD 83)
 DM0461_MARKER: DB = BENCH MARK DISK
 DM0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0461_STAMPING: Y 155 1933
 DM0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0461+STABILITY: SURFACE MOTION
 DM0461
 DM0461  HISTORY     - Date     Condition        Report By
 DM0461  HISTORY     - 1933     MONUMENTED       CGS
 DM0461  HISTORY     - 1965     GOOD             LOCENG
 DM0461
 DM0461                          STATION DESCRIPTION
 DM0461
 DM0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0461'2.6 MI SE FROM TALCO.
 DM0461'2.6 MILES SOUTHEAST OF, ALONG P. AND M.P.RY.  CONCRETE POST, 1.6 MILES
 DM0461'NORTHWEST OF EIKHOFF SPUR, 130 FEET SOUTHEAST OF MILEPOST 36, 0.2 MILE
 DM0461'NORTHWEST OF LANE CROSSING, SOUTH OF CATTLE-GUARD, 6 FEET SOUTHEAST OF
 DM0461'TELEPHONE POLE NO. 143, 40 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
 DM0461'TABLET ON TOP OF CONCRETE POST.
 DM0461
 DM0461                          STATION RECOVERY (1965)
 DM0461
 DM0461'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 DM0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0293 ***********************************************************************
 DM0293  DESIGNATION -  Y 156
 DM0293  PID         -  DM0293
 DM0293  STATE/COUNTY-  TX/MORRIS
 DM0293  USGS QUAD   -  COOKVILLE (1980)
 DM0293
 DM0293                         *CURRENT SURVEY CONTROL
 DM0293  ___________________________________________________________________
 DM0293* NAD 83(1986)-  33 11 02.     (N)    094 47 41.     (W)     SCALED    
 DM0293* NAVD 88     -       113.501  (meters)     372.38   (feet)  ADJUSTED  
 DM0293  ___________________________________________________________________
 DM0293  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0293  DYNAMIC HT  -         113.377 (meters)     371.97  (feet)  COMP
 DM0293  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 DM0293
 DM0293  VERT ORDER  -  SECOND    CLASS 0
 DM0293
 DM0293.The horizontal coordinates were scaled from a topographic map and have
 DM0293.an estimated accuracy of +/- 6 seconds.
 DM0293
 DM0293.The orthometric height was determined by differential leveling
 DM0293.and adjusted by the National Geodetic Survey in June 1991..
 DM0293
 DM0293.The geoid height was determined by GEOID03.
 DM0293
 DM0293.The dynamic height is computed by dividing the NAVD 88
 DM0293.geopotential number by the normal gravity value computed on the
 DM0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0293.degrees latitude (g = 980.6199 gals.).
 DM0293
 DM0293.The modeled gravity was interpolated from observed gravity values.
 DM0293
 DM0293;                    North         East    Units  Estimated Accuracy
 DM0293;SPC TXNC     - 2,174,340.      945,440.      MT  (+/- 180 meters Scaled)
 DM0293
 DM0293                          SUPERSEDED SURVEY CONTROL
 DM0293
 DM0293  NGVD 29 (??/??/92)  113.505  (m)          372.39   (f) ADJ UNCH    2 0
 DM0293
 DM0293.Superseded values are not recommended for survey control.
 DM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0293.See file dsdata.txt to determine how the superseded data were derived.
 DM0293
 DM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS326731(NAD 83)
 DM0293_MARKER: DB = BENCH MARK DISK
 DM0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0293_STAMPING: Y 156 1933
 DM0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0293+STABILITY: SURFACE MOTION
 DM0293
 DM0293  HISTORY     - Date     Condition        Report By
 DM0293  HISTORY     - 1933     MONUMENTED       CGS
 DM0293  HISTORY     - 1942     GOOD             LOCENG
 DM0293
 DM0293                          STATION DESCRIPTION
 DM0293
 DM0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0293'3.1 MI W FROM OMAHA.
 DM0293'3.1 MILES WEST OF, ALONG ST.L.S.W.RY.  CONCRETE POST, MILEPOST 469
 DM0293'MINUS 2 1/2 POLE INTERVALS, 55 FEET NORTHEAST OF ROAD CROSSING, 50
 DM0293'FEET NORTH OF RAILROAD CENTER-LINE, AT NORTHWEST RIGHT OF WAY FENCE
 DM0293'CORNER, 20 FEET WEST OF SOUTHWEST FENCE CORNER OF PASTURE.  TABLET ON
 DM0293'TOP OF CONCRETE POST.
 DM0293
 DM0293                          STATION RECOVERY (1942)
 DM0293
 DM0293'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 DM0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0195 ***********************************************************************
 DM0195  DESIGNATION -  Y 157
 DM0195  PID         -  DM0195
 DM0195  STATE/COUNTY-  TX/BOWIE
 DM0195  USGS QUAD   -  LEARY (1975)
 DM0195
 DM0195                         *CURRENT SURVEY CONTROL
 DM0195  ___________________________________________________________________
 DM0195* NAD 83(1986)-  33 22 49.     (N)    094 09 52.     (W)     SCALED    
 DM0195* NAVD 88     -        82.409  (meters)     270.37   (feet)  ADJUSTED  
 DM0195  ___________________________________________________________________
 DM0195  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0195  DYNAMIC HT  -          82.321 (meters)     270.08  (feet)  COMP
 DM0195  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DM0195
 DM0195  VERT ORDER  -  SECOND    CLASS 0
 DM0195
 DM0195.The horizontal coordinates were scaled from a topographic map and have
 DM0195.an estimated accuracy of +/- 6 seconds.
 DM0195
 DM0195.The orthometric height was determined by differential leveling
 DM0195.and adjusted by the National Geodetic Survey in June 1991..
 DM0195
 DM0195.The geoid height was determined by GEOID03.
 DM0195
 DM0195.The dynamic height is computed by dividing the NAVD 88
 DM0195.geopotential number by the normal gravity value computed on the
 DM0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0195.degrees latitude (g = 980.6199 gals.).
 DM0195
 DM0195.The modeled gravity was interpolated from observed gravity values.
 DM0195
 DM0195;                    North         East    Units  Estimated Accuracy
 DM0195;SPC TXNC     - 2,198,350.    1,003,270.      MT  (+/- 180 meters Scaled)
 DM0195
 DM0195                          SUPERSEDED SURVEY CONTROL
 DM0195
 DM0195  NGVD 29 (??/??/92)   82.427  (m)          270.43   (f) ADJ UNCH    2 0
 DM0195
 DM0195.Superseded values are not recommended for survey control.
 DM0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0195.See file dsdata.txt to determine how the superseded data were derived.
 DM0195
 DM0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS916940(NAD 83)
 DM0195_MARKER: DB = BENCH MARK DISK
 DM0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0195_SP_SET: ABUTMENT
 DM0195_STAMPING: Y 157 1934
 DM0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0195
 DM0195  HISTORY     - Date     Condition        Report By
 DM0195  HISTORY     - 1934     MONUMENTED       CGS
 DM0195  HISTORY     - 1954     MARK NOT FOUND   USGS
 DM0195
 DM0195                          STATION DESCRIPTION
 DM0195
 DM0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0195'6.6 MI W FROM TEXARKANA.
 DM0195'6.6 MILES WEST OF, ALONG ST.L.-S.W.RY.  0.35 MILES EAST OF HARTMAN RR
 DM0195'SIDING DIRT ROAD CROSSING.  BETWEEN 3RD AND 4TH TELEGRAPH POST WEST OF
 DM0195'MILEPOST 426.  WEST END OF BRIDGE 19.  8 FEET SOUTH OF TRACK C.L.
 DM0195'TABLET CEMENTED IN TOP OF CONCRETE ABUTMENT, ABOUT 1.5 FEET BELOW
 DM0195'TRACK.  NOTE-- BRIDGE 19 HAS BEEN REPLACED BY A CULVERT.  MARK MAY BE
 DM0195'BURIED OR DESTROYED.
 DM0195
 DM0195                          STATION RECOVERY (1954)
 DM0195
 DM0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DM0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0052 ***********************************************************************
 CR0052  DESIGNATION -  Y 158
 CR0052  PID         -  CR0052
 CR0052  STATE/COUNTY-  TX/MARION
 CR0052  USGS QUAD   -  JEFFERSON (1962)
 CR0052
 CR0052                         *CURRENT SURVEY CONTROL
 CR0052  ___________________________________________________________________
 CR0052* NAD 83(1986)-  32 52 26.     (N)    094 16 53.     (W)     SCALED    
 CR0052* NAVD 88     -        78.318  (meters)     256.95   (feet)  ADJUSTED  
 CR0052  ___________________________________________________________________
 CR0052  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR0052  DYNAMIC HT  -          78.231 (meters)     256.66  (feet)  COMP
 CR0052  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 CR0052
 CR0052  VERT ORDER  -  SECOND    CLASS 0
 CR0052
 CR0052.The horizontal coordinates were scaled from a topographic map and have
 CR0052.an estimated accuracy of +/- 6 seconds.
 CR0052
 CR0052.The orthometric height was determined by differential leveling
 CR0052.and adjusted by the National Geodetic Survey in June 1991..
 CR0052
 CR0052.The geoid height was determined by GEOID03.
 CR0052
 CR0052.The dynamic height is computed by dividing the NAVD 88
 CR0052.geopotential number by the normal gravity value computed on the
 CR0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0052.degrees latitude (g = 980.6199 gals.).
 CR0052
 CR0052.The modeled gravity was interpolated from observed gravity values.
 CR0052
 CR0052;                    North         East    Units  Estimated Accuracy
 CR0052;SPC TXNC     - 2,141,790.      994,650.      MT  (+/- 180 meters Scaled)
 CR0052
 CR0052                          SUPERSEDED SURVEY CONTROL
 CR0052
 CR0052  NGVD 29 (??/??/92)   78.361  (m)          257.09   (f) ADJ UNCH    2 0
 CR0052
 CR0052.Superseded values are not recommended for survey control.
 CR0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0052.See file dsdata.txt to determine how the superseded data were derived.
 CR0052
 CR0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS801380(NAD 83)
 CR0052_MARKER: DB = BENCH MARK DISK
 CR0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0052_SP_SET: CULVERT
 CR0052_STAMPING: 257.089 Y 158 1934
 CR0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0052
 CR0052  HISTORY     - Date     Condition        Report By
 CR0052  HISTORY     - 1934     MONUMENTED       CGS
 CR0052
 CR0052                          STATION DESCRIPTION
 CR0052
 CR0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0052'0.2 MI S FROM LODI.
 CR0052'AT LODI, MARION COUNTY, ABOUT 0.2 MILE  SOUTH OF THE TEXAS AND PACIFIC
 CR0052'RAILWAY STATION, BETWEEN THE THIRD AND FOURTH POLES SOUTH OF MILEPOST
 CR0052'42, AT A CULVERT, IN THE TOP OF THE EAST CONCRETE HEAD WALL, AND ABOUT
 CR0052'45 FEET EAST OF THE CENTER LINE OF THE TRACK. A STANDARD DISK, STAMPED
 CR0052'257.089 Y 158 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0270 ***********************************************************************
 CR0270  DESIGNATION -  Y 159
 CR0270  PID         -  CR0270
 CR0270  STATE/COUNTY-  TX/HARRISON
 CR0270  USGS QUAD   -  HALLSVILLE (1961)
 CR0270
 CR0270                         *CURRENT SURVEY CONTROL
 CR0270  ___________________________________________________________________
 CR0270* NAD 83(1986)-  32 30 05.     (N)    094 34 33.     (W)     SCALED    
 CR0270* NAVD 88     -       117.840  (meters)     386.61   (feet)  ADJUSTED  
 CR0270  ___________________________________________________________________
 CR0270  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0270  DYNAMIC HT  -         117.705 (meters)     386.17  (feet)  COMP
 CR0270  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 CR0270
 CR0270  VERT ORDER  -  SECOND    CLASS 0
 CR0270
 CR0270.The horizontal coordinates were scaled from a topographic map and have
 CR0270.an estimated accuracy of +/- 6 seconds.
 CR0270
 CR0270.The orthometric height was determined by differential leveling
 CR0270.and adjusted by the National Geodetic Survey in June 1991..
 CR0270
 CR0270.The geoid height was determined by GEOID03.
 CR0270
 CR0270.The dynamic height is computed by dividing the NAVD 88
 CR0270.geopotential number by the normal gravity value computed on the
 CR0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0270.degrees latitude (g = 980.6199 gals.).
 CR0270
 CR0270.The modeled gravity was interpolated from observed gravity values.
 CR0270
 CR0270;                    North         East    Units  Estimated Accuracy
 CR0270;SPC TXNC     - 2,099,450.      968,660.      MT  (+/- 180 meters Scaled)
 CR0270
 CR0270                          SUPERSEDED SURVEY CONTROL
 CR0270
 CR0270  NGVD 29 (??/??/92)  117.873  (m)          386.72   (f) ADJ UNCH    2 0
 CR0270
 CR0270.Superseded values are not recommended for survey control.
 CR0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0270.See file dsdata.txt to determine how the superseded data were derived.
 CR0270
 CR0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR519971(NAD 83)
 CR0270_MARKER: DB = BENCH MARK DISK
 CR0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0270_SP_SET: BUILDING
 CR0270_STAMPING: Y 159 1934
 CR0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0270
 CR0270  HISTORY     - Date     Condition        Report By
 CR0270  HISTORY     - 1934     MONUMENTED       CGS
 CR0270  HISTORY     - 1935     GOOD             NGS
 CR0270  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 CR0270
 CR0270                          STATION DESCRIPTION
 CR0270
 CR0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0270'IN HALLSVILLE.
 CR0270'GRAMMAR SCHOOL BUILDING.  AT NORTHEAST CORNER OF BUILDING.  3.5 FEET
 CR0270'ABOVE GROUND.  TABLET CEMENTED IN FACE OF BRICK WALL IN A VERTICAL
 CR0270'POSITION.
 CR0270
 CR0270                          STATION RECOVERY (1935)
 CR0270
 CR0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0270'RECOVERED IN GOOD CONDITION.
 CR0270
 CR0270                          STATION RECOVERY (2001)
 CR0270
 CR0270'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CR0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0085 ***********************************************************************
 CD0085  DESIGNATION -  Y 16
 CD0085  PID         -  CD0085
 CD0085  STATE/COUNTY-  TX/REEVES
 CD0085  USGS QUAD   -  SAN MARTINE (1970)
 CD0085
 CD0085                         *CURRENT SURVEY CONTROL
 CD0085  ___________________________________________________________________
 CD0085* NAD 83(1986)-  31 09 13.     (N)    104 04 59.     (W)     SCALED    
 CD0085* NAVD 88     -      1133.690  (meters)    3719.45   (feet)  POSTED    
 CD0085  ___________________________________________________________________
 CD0085  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD0085  DYNAMIC HT  -        1131.970 (meters)    3713.80  (feet)  COMP
 CD0085  MODELED GRAV-     979,087.0   (mgal)                       NAVD 88
 CD0085
 CD0085  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CD0085
 CD0085.The horizontal coordinates were scaled from a topographic map and have
 CD0085.an estimated accuracy of +/- 6 seconds.
 CD0085
 CD0085.The orthometric height was determined by differential leveling
 CD0085.and adjusted by the National Geodetic Survey in 1992..
 CD0085.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CD0085.rate of 1.1 thru 2.0 mm/km.
 CD0085
 CD0085.The geoid height was determined by GEOID03.
 CD0085
 CD0085.The dynamic height is computed by dividing the NAVD 88
 CD0085.geopotential number by the normal gravity value computed on the
 CD0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0085.degrees latitude (g = 980.6199 gals.).
 CD0085
 CD0085.The modeled gravity was interpolated from observed gravity values.
 CD0085
 CD0085;                    North         East    Units  Estimated Accuracy
 CD0085;SPC TX C     - 3,170,860.      342,570.      MT  (+/- 180 meters Scaled)
 CD0085
 CD0085                          SUPERSEDED SURVEY CONTROL
 CD0085
 CD0085.No superseded survey control is available for this station.
 CD0085
 CD0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ873469(NAD 83)
 CD0085_MARKER: Z = SEE DESCRIPTION
 CD0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0085_SP_SET: WATER TANK
 CD0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0085
 CD0085  HISTORY     - Date     Condition        Report By
 CD0085  HISTORY     - UNK      MONUMENTED       CGS
 CD0085  HISTORY     - 1956     MARK NOT FOUND   NGS
 CD0085
 CD0085                          STATION DESCRIPTION
 CD0085
 CD0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0085'0.3 MI W FROM SAN MARTINE.
 CD0085'AT SAN MARTINE, REEVES COUNTY, ON THE TEXAS AND PACIFIC RAILWAY, 0.3
 CD0085'MILE WEST OF THE SECTION HOUSE, AT A WATER TANK, ON THE SOUTHEAST
 CD0085'CORNER OF THE OLD SOUTHEAST MISONRY FOOTING, AND 15 FEET NORTH OF THE
 CD0085'CENTER LINE OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0448 ***********************************************************************
 CR0448  DESIGNATION -  Y 160
 CR0448  PID         -  CR0448
 CR0448  STATE/COUNTY-  TX/SMITH
 CR0448  USGS QUAD   -  HOPE POND (1966)
 CR0448
 CR0448                         *CURRENT SURVEY CONTROL
 CR0448  ___________________________________________________________________
 CR0448* NAD 83(1986)-  32 15 14.     (N)    095 00 55.     (W)     SCALED    
 CR0448* NAVD 88     -       173.472  (meters)     569.13   (feet)  ADJUSTED  
 CR0448  ___________________________________________________________________
 CR0448  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0448  DYNAMIC HT  -         173.269 (meters)     568.47  (feet)  COMP
 CR0448  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 CR0448
 CR0448  VERT ORDER  -  SECOND    CLASS 0
 CR0448
 CR0448.The horizontal coordinates were scaled from a topographic map and have
 CR0448.an estimated accuracy of +/- 6 seconds.
 CR0448
 CR0448.The orthometric height was determined by differential leveling
 CR0448.and adjusted by the National Geodetic Survey in June 1991..
 CR0448
 CR0448.The geoid height was determined by GEOID03.
 CR0448
 CR0448.The dynamic height is computed by dividing the NAVD 88
 CR0448.geopotential number by the normal gravity value computed on the
 CR0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0448.degrees latitude (g = 980.6199 gals.).
 CR0448
 CR0448.The modeled gravity was interpolated from observed gravity values.
 CR0448
 CR0448;                    North         East    Units  Estimated Accuracy
 CR0448;SPC TXNC     - 2,070,560.      928,300.      MT  (+/- 180 meters Scaled)
 CR0448
 CR0448                          SUPERSEDED SURVEY CONTROL
 CR0448
 CR0448  NGVD 29 (??/??/92)  173.486  (m)          569.18   (f) ADJ UNCH    2 0
 CR0448
 CR0448.Superseded values are not recommended for survey control.
 CR0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0448.See file dsdata.txt to determine how the superseded data were derived.
 CR0448
 CR0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR101703(NAD 83)
 CR0448_MARKER: DB = BENCH MARK DISK
 CR0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0448_STAMPING: Y-160 1934
 CR0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0448+STABILITY: SURFACE MOTION
 CR0448
 CR0448  HISTORY     - Date     Condition        Report By
 CR0448  HISTORY     - 1934     MONUMENTED       CGS
 CR0448  HISTORY     - 1966     MARK NOT FOUND   USGS
 CR0448  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0448
 CR0448                          STATION DESCRIPTION
 CR0448
 CR0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0448'10.8 MI NE FROM TROUP.
 CR0448'10.8 MILES NORTHEAST OF, ALONG I. AND G.N.R.R. 600 FEET EAST OF LIGHT
 CR0448'SIGNALS 559 AND 560, 65 FEET SOUTHWEST OF ROAD CROSSING THE TRACK, 45
 CR0448'FEET SOUTHEAST OF TRACK AND 8 FEET WEST OF A 30 INCH HICKORY TREE ON
 CR0448'RIGHT OF WAY LINE.  TABLET SET IN A PRECASTED POST STAMPED, Y-160
 CR0448'1934.
 CR0448
 CR0448                          STATION RECOVERY (1966)
 CR0448
 CR0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CR0448'MARK NOT FOUND.
 CR0448
 CR0448                          STATION RECOVERY (1996)
 CR0448
 CR0448'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1344 ***********************************************************************
 BY1344  DESIGNATION -  Y 162
 BY1344  PID         -  BY1344
 BY1344  STATE/COUNTY-  TX/CHEROKEE
 BY1344  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1344
 BY1344                         *CURRENT SURVEY CONTROL
 BY1344  ___________________________________________________________________
 BY1344* NAD 83(1986)-  31 59 18.     (N)    095 13 35.     (W)     SCALED    
 BY1344* NAVD 88     -       128.368  (meters)     421.15   (feet)  ADJUSTED  
 BY1344  ___________________________________________________________________
 BY1344  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BY1344  DYNAMIC HT  -         128.214 (meters)     420.65  (feet)  COMP
 BY1344  MODELED GRAV-     979,436.3   (mgal)                       NAVD 88
 BY1344
 BY1344  VERT ORDER  -  SECOND    CLASS 0
 BY1344
 BY1344.The horizontal coordinates were scaled from a topographic map and have
 BY1344.an estimated accuracy of +/- 6 seconds.
 BY1344
 BY1344.The orthometric height was determined by differential leveling
 BY1344.and adjusted by the National Geodetic Survey in June 1991..
 BY1344
 BY1344.The geoid height was determined by GEOID03.
 BY1344
 BY1344.The dynamic height is computed by dividing the NAVD 88
 BY1344.geopotential number by the normal gravity value computed on the
 BY1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1344.degrees latitude (g = 980.6199 gals.).
 BY1344
 BY1344.The modeled gravity was interpolated from observed gravity values.
 BY1344
 BY1344;                    North         East    Units  Estimated Accuracy
 BY1344;SPC TX C     - 3,268,460.    1,182,480.      MT  (+/- 180 meters Scaled)
 BY1344
 BY1344                          SUPERSEDED SURVEY CONTROL
 BY1344
 BY1344  NGVD 29 (??/??/92)  128.400  (m)          421.26   (f) ADJ UNCH    2 0
 BY1344
 BY1344.Superseded values are not recommended for survey control.
 BY1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1344.See file dsdata.txt to determine how the superseded data were derived.
 BY1344
 BY1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR896413(NAD 83)
 BY1344_MARKER: DB = BENCH MARK DISK
 BY1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1344_SP_SET: SIGNAL BOX
 BY1344_STAMPING: Y-162 1934
 BY1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1344
 BY1344  HISTORY     - Date     Condition        Report By
 BY1344  HISTORY     - 1934     MONUMENTED       CGS
 BY1344  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1344  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1344
 BY1344                          STATION DESCRIPTION
 BY1344
 BY1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1344'4.0 MI NE FROM JACKSONVILLE.
 BY1344'4.0 MILES NORTHEAST OF, ALONG I. AND G.N.R.R.  .8 MILES SOUTHWEST OF A
 BY1344'ROAD CROSSING, 850 FEET NORTHEAST OF MILE POLE 31, IN SIGNAL BOX 10
 BY1344'FEET NORTHWEST OF TRACK ON A 12 FOOT FILL.  TABLET SET VERTICALLY IN
 BY1344'CONCRETE 1 FOOT ABOVE THE GROUND STAMPED, Y-162 1934.
 BY1344
 BY1344                          STATION RECOVERY (1973)
 BY1344
 BY1344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1344'MARK NOT FOUND.
 BY1344
 BY1344                          STATION RECOVERY (1996)
 BY1344
 BY1344'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0058 ***********************************************************************
 BL0058  DESIGNATION -  Y 165
 BL0058  PID         -  BL0058
 BL0058  STATE/COUNTY-  TX/JASPER
 BL0058  USGS QUAD   -  JASPER WEST (1984)
 BL0058
 BL0058                         *CURRENT SURVEY CONTROL
 BL0058  ___________________________________________________________________
 BL0058* NAD 83(1986)-  30 54 07.     (N)    094 05 11.     (W)     SCALED    
 BL0058* NAVD 88     -        50.79   (+/-2cm)     166.6    (feet)  VERTCON   
 BL0058  ___________________________________________________________________
 BL0058  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BL0058
 BL0058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0058
 BL0058.The horizontal coordinates were scaled from a topographic map and have
 BL0058.an estimated accuracy of +/- 6 seconds.
 BL0058
 BL0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0058.The vertical order pertains to the NGVD 29 superseded value.
 BL0058
 BL0058.The geoid height was determined by GEOID03.
 BL0058
 BL0058;                    North         East    Units  Estimated Accuracy
 BL0058;SPC TX C     - 3,153,700.    1,296,840.      MT  (+/- 180 meters Scaled)
 BL0058
 BL0058                          SUPERSEDED SURVEY CONTROL
 BL0058
 BL0058  NGVD 29 (??/??/92)   50.787  (m)          166.62   (f) ADJ UNCH    2 0
 BL0058
 BL0058.Superseded values are not recommended for survey control.
 BL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0058.See file dsdata.txt to determine how the superseded data were derived.
 BL0058
 BL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ961192(NAD 83)
 BL0058_MARKER: DB = BENCH MARK DISK
 BL0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0058_STAMPING: 166.634 Y 165 1934
 BL0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0058+STABILITY: SURFACE MOTION
 BL0058
 BL0058  HISTORY     - Date     Condition        Report By
 BL0058  HISTORY     - 1934     MONUMENTED       CGS
 BL0058  HISTORY     - 1955     MARK NOT FOUND   NGS
 BL0058  HISTORY     - 1978     MARK NOT FOUND   USGS
 BL0058
 BL0058                          STATION DESCRIPTION
 BL0058
 BL0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BL0058'5.9 MI W FROM JASPER.
 BL0058'5.9 MILES WEST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM JASPER,
 BL0058'JASPER COUNTY, 324 FEET NORTHEAST OF A SMALL BRIDGE IN FRONT OF THE J.
 BL0058'S. PICKLE HOME ON THE SOUTH SIDE OF THE OLD HIGHWAY, 30 FEET EAST OF
 BL0058'THE CENTERLINE OF THE OLD HIGHWAY, AND 12 FEET WEST OF A LARGE OAK
 BL0058'TREE PAINTED WHITE UP FIVE FEET FROM THE BASE.  A STANDARD DISK,
 BL0058'STAMPED 166.634 Y 165 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BL0058
 BL0058                          STATION RECOVERY (1978)
 BL0058
 BL0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0439 ***********************************************************************
 BL0439  DESIGNATION -  Y 166
 BL0439  PID         -  BL0439
 BL0439  STATE/COUNTY-  TX/LIBERTY
 BL0439  USGS QUAD   -  RAYBURN (1997)
 BL0439
 BL0439                         *CURRENT SURVEY CONTROL
 BL0439  ___________________________________________________________________
 BL0439* NAD 83(1986)-  30 23 46.     (N)    094 57 40.     (W)     SCALED    
 BL0439* NAVD 88     -        49.05   (+/-2cm)     160.9    (feet)  VERTCON   
 BL0439  ___________________________________________________________________
 BL0439  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0439
 BL0439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0439
 BL0439.The horizontal coordinates were scaled from a topographic map and have
 BL0439.an estimated accuracy of +/- 6 seconds.
 BL0439
 BL0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0439.The vertical order pertains to the NGVD 29 superseded value.
 BL0439
 BL0439.The geoid height was determined by GEOID03.
 BL0439
 BL0439;                    North         East    Units  Estimated Accuracy
 BL0439;SPC TX C     - 3,093,330.    1,216,040.      MT  (+/- 180 meters Scaled)
 BL0439
 BL0439                          SUPERSEDED SURVEY CONTROL
 BL0439
 BL0439  NGVD 29 (??/??/92)   49.053  (m)          160.93   (f) ADJ UNCH    2 0
 BL0439
 BL0439.Superseded values are not recommended for survey control.
 BL0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0439.See file dsdata.txt to determine how the superseded data were derived.
 BL0439
 BL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP115643(NAD 83)
 BL0439_MARKER: DB = BENCH MARK DISK
 BL0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0439_STAMPING: Y 166 1934
 BL0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0439+STABILITY: SURFACE MOTION
 BL0439
 BL0439  HISTORY     - Date     Condition        Report By
 BL0439  HISTORY     - 1934     MONUMENTED       CGS
 BL0439  HISTORY     - 1977     GOOD             USGS
 BL0439
 BL0439                          STATION DESCRIPTION
 BL0439
 BL0439'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BL0439'8.1 MI E FROM CLEVELAND.
 BL0439'8.1 MILES EAST ALONG SANTA FE RR FROM CLEVELAND, LIBERTY COUNTY. ABOUT
 BL0439'315 FEET EAST ALONG RR FROM MILEPOST 103.  78 FEET SOUTH NORMAL TO RR
 BL0439'FROM CENTERLINE OF TRACK.  ABOUT 25 FEET NW NORMAL TO FENCE, AND 37
 BL0439'FEET NE OF THE EAST CORNER POST OF AN OLD GATE WHICH IS WIRED SHUT.
 BL0439'AND ABOUT 3 FEET NE OF AN 8 INCH DIAMETER GUM TREE(1977 DIA.) AND 160
 BL0439'FEET NW OF THE NW CORNER OF THE SMITH RESIDENCE.  A STANDARD DISK SET
 BL0439'IN THE TOP OF A CONCRETE POST AND STAMPED Y-166 1934. NOTE-- IT WILL
 BL0439'PROBABLY BE COVERED BY 4 TO 8 INCHES OF DEAD LEAVES--0.2 ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4103 ***********************************************************************
 AW4103  DESIGNATION -  Y 168
 AW4103  PID         -  AW4103
 AW4103  STATE/COUNTY-  TX/GALVESTON
 AW4103  USGS QUAD   -  SEA ISLE (1974)
 AW4103
 AW4103                         *CURRENT SURVEY CONTROL
 AW4103  ___________________________________________________________________
 AW4103* NAD 83(1986)-  29 09 01.     (N)    095 01 30.     (W)     SCALED    
 AW4103* NAVD 88     -         2.29   (+/-2cm)       7.5    (feet)  VERTCON   
 AW4103  ___________________________________________________________________
 AW4103  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AW4103
 AW4103  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4103
 AW4103.The horizontal coordinates were scaled from a topographic map and have
 AW4103.an estimated accuracy of +/- 6 seconds.
 AW4103
 AW4103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4103.The vertical order pertains to the NGVD 29 superseded value.
 AW4103
 AW4103.The geoid height was determined by GEOID03.
 AW4103
 AW4103;                    North         East    Units  Estimated Accuracy
 AW4103;SPC TXSC     - 4,152,520.      986,630.      MT  (+/- 180 meters Scaled)
 AW4103
 AW4103                          SUPERSEDED SURVEY CONTROL
 AW4103
 AW4103  NGVD 29 (??/??/92)    2.285  (m)            7.50   (f) ADJ UNCH    1 2
 AW4103
 AW4103.Superseded values are not recommended for survey control.
 AW4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4103.See file dsdata.txt to determine how the superseded data were derived.
 AW4103
 AW4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN030263(NAD 83)
 AW4103_MARKER: DB = BENCH MARK DISK
 AW4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4103_STAMPING: Y 168 1936 ELEV 7.703
 AW4103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4103+STABILITY: SURFACE MOTION
 AW4103
 AW4103  HISTORY     - Date     Condition        Report By
 AW4103  HISTORY     - 1936     MONUMENTED       CGS
 AW4103  HISTORY     - 1964     GOOD             NGS
 AW4103  HISTORY     - 1971     GOOD             NGS
 AW4103  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4103  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AW4103  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW4103
 AW4103                          STATION DESCRIPTION
 AW4103
 AW4103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW4103'19.25 MI SW FROM GALVESTON.
 AW4103'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW4103'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW4103'NORTHWEST ALONG A PAVED ROAD, THENCE 12.5 MILES SOUTHWEST ALONG
 AW4103'STEWART ROAD, ABOUT 156 YARDS SOUTHEAST OF THE SOUTHEAST FACE OF A
 AW4103'YELLOW HOUSE, 84 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 7
 AW4103'FEET SOUTHWEST OF THE CENTER OF AN OLD GATE IN A TRAIL ROAD, 2 1/2
 AW4103'FEET SOUTHWEST OF THE SOUTHWEST END OF A CATTLE GUARD, 0.8 FOOT
 AW4103'NORTHWEST OF A WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 AW4103'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 1/2 FEET BELOW
 AW4103'THE LEVEL OF THE GROUND.
 AW4103
 AW4103                          STATION RECOVERY (1971)
 AW4103
 AW4103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW4103'RECOVERED IN GOOD CONDITION.
 AW4103
 AW4103                          STATION RECOVERY (1988)
 AW4103
 AW4103'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW4103'MARK NOT FOUND.
 AW4103
 AW4103                          STATION RECOVERY (1994)
 AW4103
 AW4103'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4103'MARK NOT FOUND.
 AW4103
 AW4103                          STATION RECOVERY (2004)
 AW4103
 AW4103'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1589 ***********************************************************************
 AW1589  DESIGNATION -  Y 169 RESET
 AW1589  PID         -  AW1589
 AW1589  STATE/COUNTY-  TX/GALVESTON
 AW1589  USGS QUAD   -  BACLIFF (1993)
 AW1589
 AW1589                         *CURRENT SURVEY CONTROL
 AW1589  ___________________________________________________________________
 AW1589* NAD 83(1986)-  29 30 12.     (N)    094 59 52.     (W)     SCALED    
 AW1589* NAVD 88     -         3.782  (meters)      12.41   (feet)  ADJUSTED  
 AW1589  ___________________________________________________________________
 AW1589  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW1589  DYNAMIC HT  -           3.777 (meters)      12.39  (feet)  COMP
 AW1589  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 AW1589
 AW1589  VERT ORDER  -  FIRST     CLASS II
 AW1589
 AW1589.The horizontal coordinates were scaled from a topographic map and have
 AW1589.an estimated accuracy of +/- 6 seconds.
 AW1589
 AW1589.The orthometric height was determined by differential leveling
 AW1589.and adjusted by the National Geodetic Survey in June 1991..
 AW1589
 AW1589.The geoid height was determined by GEOID03.
 AW1589
 AW1589.The dynamic height is computed by dividing the NAVD 88
 AW1589.geopotential number by the normal gravity value computed on the
 AW1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1589.degrees latitude (g = 980.6199 gals.).
 AW1589
 AW1589.The modeled gravity was interpolated from observed gravity values.
 AW1589
 AW1589;                    North         East    Units  Estimated Accuracy
 AW1589;SPC TXSC     - 4,191,720.      987,940.      MT  (+/- 180 meters Scaled)
 AW1589
 AW1589                          SUPERSEDED SURVEY CONTROL
 AW1589
 AW1589  NGVD 29 (12/23/87)    3.779  (m)           12.40   (f) ADJUSTED    1 2
 AW1589
 AW1589.Superseded values are not recommended for survey control.
 AW1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1589.See file dsdata.txt to determine how the superseded data were derived.
 AW1589
 AW1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN063654(NAD 83)
 AW1589_MARKER: DV = VERTICAL CONTROL DISK
 AW1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1589_SP_SET: CONCRETE POST
 AW1589_STAMPING: Y 169 RESET 1973
 AW1589_MARK LOGO: NGS   
 AW1589_PROJECTION: PROJECTING 10 CENTIMETERS
 AW1589_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1589+STABILITY: SURFACE MOTION
 AW1589
 AW1589  HISTORY     - Date     Condition        Report By
 AW1589  HISTORY     - 1973     MONUMENTED       NGS
 AW1589  HISTORY     - 1978     GOOD             NGS
 AW1589  HISTORY     - 1983     GOOD             NGS
 AW1589  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1589  HISTORY     - 1987     GOOD             USPSQD
 AW1589  HISTORY     - 1987     GOOD             USPSQD
 AW1589  HISTORY     - 1987     GOOD             USPSQD
 AW1589  HISTORY     - 1987     GOOD             NGS
 AW1589  HISTORY     - 1988     GOOD             USPSQD
 AW1589  HISTORY     - 1988     GOOD             USPSQD
 AW1589  HISTORY     - 1988     GOOD             USPSQD
 AW1589  HISTORY     - 1988     GOOD             USPSQD
 AW1589  HISTORY     - 1988     GOOD             USPSQD
 AW1589  HISTORY     - 1988     GOOD             USPSQD
 AW1589  HISTORY     - 1988     GOOD             USPSQD
 AW1589  HISTORY     - 1988     GOOD             USPSQD
 AW1589  HISTORY     - 1988     GOOD             USPSQD
 AW1589  HISTORY     - 1988     GOOD             USPSQD
 AW1589  HISTORY     - 19880202 GOOD             LOCENG
 AW1589  HISTORY     - 1989     GOOD             USPSQD
 AW1589  HISTORY     - 1991     GOOD             USPSQD
 AW1589  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1589  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AW1589
 AW1589                          STATION DESCRIPTION
 AW1589
 AW1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1589'3.05 MI SE FROM KEMAH.
 AW1589'ABOUT 3.05 MILES SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE
 AW1589'AT KEMAH, ABOUT 4 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW1589'NORTHEAST LANE OF THE HIGHWAY, 40 FEET NORTHWEST OF THE CENTER LINE OF
 AW1589'AN ASPHALT ROAD, 16 FEET NORTH OF THE NORTHEAST END OF A CONCRETE
 AW1589'HEADWALL OF A CULVERT WITH STEEL-PROTECTED FLOOD GRATING, ABOUT 2 FEET
 AW1589'NORTHWEST OF A POWER POLE G8P-20K-40T, AND ABOUT 1 FOOT BELOW THE
 AW1589'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW1589'10 INCHES.  NOTE-- THE MARK WAS STRAIGHTENED AND STAMPED, RESET 1973.
 AW1589
 AW1589                          STATION RECOVERY (1978)
 AW1589
 AW1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1589'ADD=54 FEET NORTHEAST OF HIGHWAY 146 INSTEAD OF 4.5 FEET.
 AW1589'NOTE=THE POST OFFICE HAS BEEN MOVED 0.4 MILE SOUTHEAST.
 AW1589
 AW1589                          STATION RECOVERY (1983)
 AW1589
 AW1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1987)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1589'MARK NOT FOUND.
 AW1589
 AW1589                          STATION RECOVERY (1987)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1987)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1987)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1987)
 AW1589
 AW1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1589'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.25 KM (2.65
 AW1589'MI) SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE IN KEMAH TO
 AW1589'THE JUNCTION OF BAKER AVENUE AND THE MARK ON THE LEFT, 16.46 METERS
 AW1589'(54.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWESTBOUND LANES OF
 AW1589'THE HIGHWAY, 12.19 METERS (40.0 FT) NORTH-NORTHWEST OF THE CENTER OF
 AW1589'BAKER AVENUE, 2.47 METERS (8.1 FT) NORTH-NORTHWEST OF STEEL POLE WITH
 AW1589'SIGN BAKER AVENUE, 0.76 METER (2.5 FT) NORTHWEST OF UTILITY POLE NO
 AW1589'40EE-65T.
 AW1589'THE MARK IS 0.30 M BELOW HIGHWAY.
 AW1589
 AW1589                          STATION RECOVERY (1988)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1988)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1988)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1988)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1988)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1988)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1988)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1988)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1988)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1988)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1988)
 AW1589
 AW1589'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1989)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1991)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1589'RECOVERED IN GOOD CONDITION.
 AW1589
 AW1589                          STATION RECOVERY (1994)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1589'MARK NOT FOUND.
 AW1589
 AW1589                          STATION RECOVERY (1995)
 AW1589
 AW1589'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0558 ***********************************************************************
 CD0558  DESIGNATION -  Y 17
 CD0558  PID         -  CD0558
 CD0558  STATE/COUNTY-  TX/HUDSPETH
 CD0558  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0558
 CD0558                         *CURRENT SURVEY CONTROL
 CD0558  ___________________________________________________________________
 CD0558* NAD 83(1986)-  31 10 33.     (N)    105 21 29.     (W)     SCALED    
 CD0558* NAVD 88     -      1378.173  (meters)    4521.56   (feet)  ADJUSTED  
 CD0558  ___________________________________________________________________
 CD0558  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CD0558  DYNAMIC HT  -        1375.966 (meters)    4514.32  (feet)  COMP
 CD0558  MODELED GRAV-     978,991.3   (mgal)                       NAVD 88
 CD0558
 CD0558  VERT ORDER  -  FIRST     CLASS II
 CD0558
 CD0558.The horizontal coordinates were scaled from a topographic map and have
 CD0558.an estimated accuracy of +/- 6 seconds.
 CD0558
 CD0558.The orthometric height was determined by differential leveling
 CD0558.and adjusted by the National Geodetic Survey in June 1991..
 CD0558
 CD0558.The geoid height was determined by GEOID03.
 CD0558
 CD0558.The dynamic height is computed by dividing the NAVD 88
 CD0558.geopotential number by the normal gravity value computed on the
 CD0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0558.degrees latitude (g = 980.6199 gals.).
 CD0558
 CD0558.The modeled gravity was interpolated from observed gravity values.
 CD0558
 CD0558;                    North         East    Units  Estimated Accuracy
 CD0558;SPC TX C     - 3,178,110.      221,220.      MT  (+/- 180 meters Scaled)
 CD0558
 CD0558                          SUPERSEDED SURVEY CONTROL
 CD0558
 CD0558  NGVD 29 (??/??/92) 1377.572  (m)         4519.58   (f) ADJ UNCH    1 2
 CD0558
 CD0558.Superseded values are not recommended for survey control.
 CD0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0558.See file dsdata.txt to determine how the superseded data were derived.
 CD0558
 CD0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ658491(NAD 83)
 CD0558_MARKER: Z = SEE DESCRIPTION
 CD0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0558+STABILITY: SURFACE MOTION
 CD0558
 CD0558  HISTORY     - Date     Condition        Report By
 CD0558  HISTORY     - UNK      MONUMENTED       CGS
 CD0558  HISTORY     - 1956     GOOD             NGS
 CD0558  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0558
 CD0558                          STATION DESCRIPTION
 CD0558
 CD0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0558'IN SIERRA BLANCA.
 CD0558'AT SIERRA BLANCA, 116 FEET WEST OF THE NORTHWEST CORNER OF THE
 CD0558'RAILROAD STATION, 48.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK
 CD0558'OF THE TEXAS AND NEW ORLEANS RAILROAD, 27.8 FEET SOUTH OF THE SOUTH
 CD0558'RAIL OF THE MAIN TRACK OF THE TEXAS AND PACIFIC RAILROAD, 43.5 FEET
 CD0558'WEST OF A 26 INCH COTTONWOOD TREE, FLUSH WITH THE GROUND, SURROUNDED
 CD0558'BY THE LETTERS USBM, IN THE TOP OF A LIMESTONE POST.
 CD0558
 CD0558                          STATION RECOVERY (1981)
 CD0558
 CD0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1636 ***********************************************************************
 AW1636  DESIGNATION -  Y 170
 AW1636  PID         -  AW1636
 AW1636  STATE/COUNTY-  TX/GALVESTON
 AW1636  USGS QUAD   -  TEXAS CITY (1994)
 AW1636
 AW1636                         *CURRENT SURVEY CONTROL
 AW1636  ___________________________________________________________________
 AW1636* NAD 83(1986)-  29 23 32.     (N)    094 53 37.     (W)     SCALED    
 AW1636* NAVD 88     -         3.06   (+/-2cm)      10.0    (feet)  VERTCON   
 AW1636  ___________________________________________________________________
 AW1636  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1636  OBS GRAVITY -     979,267.5   (mgal)                       GRAV_OBS
 AW1636
 AW1636  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1636
 AW1636.The horizontal coordinates were scaled from a topographic map and have
 AW1636.an estimated accuracy of +/- 6 seconds.
 AW1636
 AW1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1636.The vertical order pertains to the NGVD 29 superseded value.
 AW1636
 AW1636.The geoid height was determined by GEOID03.
 AW1636.The observed gravity was obtained from relative gravimeter ties
 AW1636.to the IGSN71 gravity network.
 AW1636
 AW1636;                    North         East    Units  Estimated Accuracy
 AW1636;SPC TXSC     - 4,179,760.      998,470.      MT  (+/- 180 meters Scaled)
 AW1636
 AW1636                          SUPERSEDED SURVEY CONTROL
 AW1636
 AW1636  NGVD 29 (??/??/92)    3.059  (m)           10.04   (f) ADJ UNCH    1 2
 AW1636
 AW1636.Superseded values are not recommended for survey control.
 AW1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1636.See file dsdata.txt to determine how the superseded data were derived.
 AW1636
 AW1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN162529(NAD 83)
 AW1636_MARKER: DB = BENCH MARK DISK
 AW1636_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1636_SP_SET: SEAWALL
 AW1636_STAMPING: Y 170 ELEV. 12.480 FT. 1936
 AW1636_MARK LOGO: CGS   
 AW1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1636+STABILITY: SURFACE MOTION
 AW1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1636+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1636
 AW1636  HISTORY     - Date     Condition        Report By
 AW1636  HISTORY     - UNK      MONUMENTED       CGS
 AW1636  HISTORY     - 1973     GOOD             NGS
 AW1636  HISTORY     - 1978     GOOD             NGS
 AW1636  HISTORY     - 1986     GOOD             NGS
 AW1636  HISTORY     - 1987     GOOD             USPSQD
 AW1636  HISTORY     - 1987     GOOD             USPSQD
 AW1636  HISTORY     - 1988     GOOD             USPSQD
 AW1636  HISTORY     - 1988     GOOD             USPSQD
 AW1636  HISTORY     - 1988     GOOD             USPSQD
 AW1636  HISTORY     - 1988     GOOD             USPSQD
 AW1636  HISTORY     - 1988     GOOD             USPSQD
 AW1636  HISTORY     - 1988     GOOD             USPSQD
 AW1636  HISTORY     - 1988     GOOD             USPSQD
 AW1636  HISTORY     - 1988     GOOD             USPSQD
 AW1636  HISTORY     - 1988     GOOD             USPSQD
 AW1636  HISTORY     - 1989     GOOD             USPSQD
 AW1636  HISTORY     - 1990     GOOD             USPSQD
 AW1636  HISTORY     - 1991     GOOD             USPSQD
 AW1636  HISTORY     - 19990828 GOOD             USPSQD
 AW1636  HISTORY     - 20020310 GOOD             USPSQD
 AW1636  HISTORY     - 20031216 GOOD             USPSQD
 AW1636  HISTORY     - 20050607 GOOD             USPSQD
 AW1636
 AW1636                          STATION DESCRIPTION
 AW1636
 AW1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1636'0.8 MI NE FROM TEXAS CITY.
 AW1636'ABOUT 0.3 MILE NORTH ALONG LOOP 197 (6TH STREET N), FROM THE POST
 AW1636'OFFICE AT TEXAS CITY, THENCE 0.5 MILE EAST ALONG EIGHTH AVENUE NORTH,
 AW1636'ABOUT 20 FEET SOUTH OF THE CENTER LINE OF THE AVENUE AND THE BEGINNING
 AW1636'OF THE TEXAS CITY DIKE RD., 56 FEET EAST OF THE CENTER LINE OF BAY
 AW1636'STREET NORTH, 2 1/2 FEET ABOVE THE LEVEL OF BAY STREET NORTH, AND 1
 AW1636'FOOT BELOW THE LEVEL OF TEXAS CITY DIKE RD.
 AW1636
 AW1636                          STATION RECOVERY (1978)
 AW1636
 AW1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1986)
 AW1636
 AW1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1987)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1987)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1988)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1988)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1988)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1988)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1988)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1988)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1988)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1988)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1988)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1989)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1990)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1991)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (1999)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (2002)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (2003)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1636'RECOVERED IN GOOD CONDITION.
 AW1636
 AW1636                          STATION RECOVERY (2005)
 AW1636
 AW1636'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1636'MARK FOUND AT N29 23 32.9  W094 53 36.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2833 ***********************************************************************
 AW2833  DESIGNATION -  Y 173
 AW2833  PID         -  AW2833
 AW2833  STATE/COUNTY-  TX/CHAMBERS
 AW2833  USGS QUAD   -  ANAHUAC (1993)
 AW2833
 AW2833                         *CURRENT SURVEY CONTROL
 AW2833  ___________________________________________________________________
 AW2833* NAD 83(1986)-  29 50 15.     (N)    094 44 02.     (W)     SCALED    
 AW2833* NAVD 88     -         3.79   (+/-2cm)      12.4    (feet)  VERTCON   
 AW2833  ___________________________________________________________________
 AW2833  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW2833
 AW2833  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2833
 AW2833.The horizontal coordinates were scaled from a topographic map and have
 AW2833.an estimated accuracy of +/- 6 seconds.
 AW2833
 AW2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2833.The vertical order pertains to the NGVD 29 superseded value.
 AW2833
 AW2833.The geoid height was determined by GEOID03.
 AW2833
 AW2833;                    North         East    Units  Estimated Accuracy
 AW2833;SPC TXSC     - 4,229,640.    1,012,160.      MT  (+/- 180 meters Scaled)
 AW2833
 AW2833                          SUPERSEDED SURVEY CONTROL
 AW2833
 AW2833  NGVD 29 (??/??/92)    3.79   (m)           12.4    (f) COMPUTED    1 2
 AW2833
 AW2833.Superseded values are not recommended for survey control.
 AW2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2833.See file dsdata.txt to determine how the superseded data were derived.
 AW2833
 AW2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP324020(NAD 83)
 AW2833_MARKER: DB = BENCH MARK DISK
 AW2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2833_STAMPING: Y-173 1936
 AW2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2833+STABILITY: SURFACE MOTION
 AW2833
 AW2833  HISTORY     - Date     Condition        Report By
 AW2833  HISTORY     - 1936     MONUMENTED       CGS
 AW2833  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2833  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW2833  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2833
 AW2833                          STATION DESCRIPTION
 AW2833
 AW2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2833'0.7 MI E FROM WALLISVILLE.
 AW2833'0.7 MILE EAST OF OLD COURT HOUSE.  ALONG THE HIGHWAY BETWEEN
 AW2833'WALLISVILLE AND ANAHUAC, ABOUT 250 FEET WEST OF LARGE DWELLING, 55
 AW2833'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTH OF FENCE
 AW2833'LINE, AND 3 FEET WEST OF FENCE AND HEDGE.
 AW2833
 AW2833                          STATION RECOVERY (1953)
 AW2833
 AW2833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2833'MARK NOT FOUND.
 AW2833
 AW2833                          STATION RECOVERY (1997)
 AW2833
 AW2833'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2833'MARK NOT FOUND.
 AW2833
 AW2833                          STATION RECOVERY (2001)
 AW2833
 AW2833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2833'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1294 ***********************************************************************
 AN1294  DESIGNATION -  Y 174
 AN1294  PID         -  AN1294
 AN1294  STATE/COUNTY-  TX/REFUGIO
 AN1294  USGS QUAD   -  WOODSBORO (1978)
 AN1294
 AN1294                         *CURRENT SURVEY CONTROL
 AN1294  ___________________________________________________________________
 AN1294* NAD 83(1986)-  28 14 19.     (N)    097 19 08.     (W)     SCALED    
 AN1294* NAVD 88     -        12.44   (+/-2cm)      40.8    (feet)  VERTCON   
 AN1294  ___________________________________________________________________
 AN1294  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1294
 AN1294  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1294
 AN1294.The horizontal coordinates were scaled from a topographic map and have
 AN1294.an estimated accuracy of +/- 6 seconds.
 AN1294
 AN1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1294.The vertical order pertains to the NGVD 29 superseded value.
 AN1294
 AN1294.The geoid height was determined by GEOID03.
 AN1294
 AN1294;                    North         East    Units  Estimated Accuracy
 AN1294;SPC TXSC     - 4,046,100.      764,990.      MT  (+/- 180 meters Scaled)
 AN1294
 AN1294                          SUPERSEDED SURVEY CONTROL
 AN1294
 AN1294  NGVD 29 (??/??/92)   12.61   (m)           41.4    (f) COMPUTED    1 2
 AN1294
 AN1294.Superseded values are not recommended for survey control.
 AN1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1294.See file dsdata.txt to determine how the superseded data were derived.
 AN1294
 AN1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS649247(NAD 83)
 AN1294_MARKER: DB = BENCH MARK DISK
 AN1294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1294_SP_SET: CULVERT
 AN1294_STAMPING: Y 174 1950
 AN1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1294
 AN1294  HISTORY     - Date     Condition        Report By
 AN1294  HISTORY     - 1950     MONUMENTED       CGS
 AN1294  HISTORY     - 1978     GOOD             NGS
 AN1294  HISTORY     - 1988     GOOD             USPSQD
 AN1294  HISTORY     - 19990724 GOOD             USPSQD
 AN1294
 AN1294                          STATION DESCRIPTION
 AN1294
 AN1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN1294'0.6 MI E FROM WOODSBORO.
 AN1294'0.6 MILE EAST ALONG FARM ROAD 136 FROM THE CITY PARK AT WOODSBORO, 23
 AN1294'FEET NORTH OF THE CENTER LINE OF FARM ROAD 136, 41 FEET EAST OF THE
 AN1294'CENTER LINE OF BAYSIDE BOULEVARD, 21 FEET SOUTHEAST OF A POWER POLE, 1
 AN1294'FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF THE NORTH HEADWALL
 AN1294'OF A 2X5 FOOT CONCRETE CULVERT.
 AN1294
 AN1294                          STATION RECOVERY (1978)
 AN1294
 AN1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1294'RECOVERED IN GOOD CONDITION.
 AN1294
 AN1294                          STATION RECOVERY (1988)
 AN1294
 AN1294'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1294'RECOVERED IN GOOD CONDITION.
 AN1294
 AN1294                          STATION RECOVERY (1999)
 AN1294
 AN1294'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0752 ***********************************************************************
 AH0752  DESIGNATION -  Y 176
 AH0752  PID         -  AH0752
 AH0752  STATE/COUNTY-  TX/NUECES
 AH0752  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0752
 AH0752                         *CURRENT SURVEY CONTROL
 AH0752  ___________________________________________________________________
 AH0752* NAD 83(1986)-  27 33 55.     (N)    097 49 25.     (W)     SCALED    
 AH0752* NAVD 88     -        17.207  (meters)      56.45   (feet)  ADJUSTED  
 AH0752  ___________________________________________________________________
 AH0752  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH0752  DYNAMIC HT  -          17.181 (meters)      56.37  (feet)  COMP
 AH0752  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 AH0752
 AH0752  VERT ORDER  -  FIRST     CLASS II
 AH0752
 AH0752.The horizontal coordinates were scaled from a topographic map and have
 AH0752.an estimated accuracy of +/- 6 seconds.
 AH0752
 AH0752.The orthometric height was determined by differential leveling
 AH0752.and adjusted by the National Geodetic Survey in June 1991..
 AH0752
 AH0752.The geoid height was determined by GEOID03.
 AH0752
 AH0752.The dynamic height is computed by dividing the NAVD 88
 AH0752.geopotential number by the normal gravity value computed on the
 AH0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0752.degrees latitude (g = 980.6199 gals.).
 AH0752
 AH0752.The modeled gravity was interpolated from observed gravity values.
 AH0752
 AH0752;                    North         East    Units  Estimated Accuracy
 AH0752;SPC TX S     - 5,210,530.      366,790.      MT  (+/- 180 meters Scaled)
 AH0752
 AH0752                          SUPERSEDED SURVEY CONTROL
 AH0752
 AH0752  NGVD 29 (??/??/92)   17.316  (m)           56.81   (f) ADJ UNCH    1 2
 AH0752
 AH0752.Superseded values are not recommended for survey control.
 AH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0752.See file dsdata.txt to determine how the superseded data were derived.
 AH0752
 AH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR161495(NAD 83)
 AH0752_MARKER: DB = BENCH MARK DISK
 AH0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0752_STAMPING: Y 176 1950
 AH0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0752+STABILITY: SURFACE MOTION
 AH0752
 AH0752  HISTORY     - Date     Condition        Report By
 AH0752  HISTORY     - 1950     MONUMENTED       CGS
 AH0752  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0752  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0752  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 AH0752
 AH0752                          STATION DESCRIPTION
 AH0752
 AH0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0752'1.9 MI SW FROM BISHOP.
 AH0752'1.9 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0752'RAILROAD FROM THE STATION AT BISHOP, 35.3 FEET NORTHWEST OF THE
 AH0752'NORTHWEST RAIL OF THE MAIN TRACK, 5 FEET NORTHEAST OF THE 3RD POLE
 AH0752'NORTHEAST OF MILEPOST 123.  3.4 FEET SOUTHWEST OF A WITNESS POST, SET
 AH0752'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AH0752'GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0752
 AH0752                          STATION RECOVERY (1975)
 AH0752
 AH0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0752'MARK NOT FOUND.
 AH0752
 AH0752                          STATION RECOVERY (1981)
 AH0752
 AH0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0752'SEARCHED FOR, NOT RECOVERED THIS DATE.
 AH0752
 AH0752                          STATION RECOVERY (2001)
 AH0752
 AH0752'RECOVERY NOTE BY US POWER SQUADRON 2001 (LKL)
 AH0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0393 ***********************************************************************
 AB0393  DESIGNATION -  Y 177
 AB0393  PID         -  AB0393
 AB0393  STATE/COUNTY-  TX/WILLACY
 AB0393  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0393
 AB0393                         *CURRENT SURVEY CONTROL
 AB0393  ___________________________________________________________________
 AB0393* NAD 83(1986)-  26 27 12.     (N)    097 44 07.     (W)     SCALED    
 AB0393* NAVD 88     -        10.153  (meters)      33.31   (feet)  ADJUSTED  
 AB0393  ___________________________________________________________________
 AB0393  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AB0393  DYNAMIC HT  -          10.137 (meters)      33.26  (feet)  COMP
 AB0393  MODELED GRAV-     979,048.1   (mgal)                       NAVD 88
 AB0393
 AB0393  VERT ORDER  -  FIRST     CLASS II
 AB0393
 AB0393.The horizontal coordinates were scaled from a topographic map and have
 AB0393.an estimated accuracy of +/- 6 seconds.
 AB0393
 AB0393.The orthometric height was determined by differential leveling
 AB0393.and adjusted by the National Geodetic Survey in June 1991..
 AB0393
 AB0393.The geoid height was determined by GEOID03.
 AB0393
 AB0393.The dynamic height is computed by dividing the NAVD 88
 AB0393.geopotential number by the normal gravity value computed on the
 AB0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0393.degrees latitude (g = 980.6199 gals.).
 AB0393
 AB0393.The modeled gravity was interpolated from observed gravity values.
 AB0393
 AB0393;                    North         East    Units  Estimated Accuracy
 AB0393;SPC TX S     - 5,087,390.      376,260.      MT  (+/- 180 meters Scaled)
 AB0393
 AB0393                          SUPERSEDED SURVEY CONTROL
 AB0393
 AB0393  NGVD 29 (??/??/92)   10.238  (m)           33.59   (f) ADJ UNCH    1 2
 AB0393
 AB0393.Superseded values are not recommended for survey control.
 AB0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0393.See file dsdata.txt to determine how the superseded data were derived.
 AB0393
 AB0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ260265(NAD 83)
 AB0393_MARKER: DB = BENCH MARK DISK
 AB0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0393_STAMPING: Y 177 1951
 AB0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0393+STABILITY: SURFACE MOTION
 AB0393
 AB0393  HISTORY     - Date     Condition        Report By
 AB0393  HISTORY     - 1951     MONUMENTED       CGS
 AB0393
 AB0393                          STATION DESCRIPTION
 AB0393
 AB0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0393'5.2 MI SE FROM RAYMONDVILLE.
 AB0393'2.0 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION WITH STATE
 AB0393'HIGHWAY 186 AT RAYMONDVILLE, THENCE 3.2 MILES EAST ALONG A GRADED DIRT
 AB0393'ROAD, AT THE COLE AIRPORT, 3.8 FEET NORTHWEST OF THE NORTH CORNER OF
 AB0393'THE HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AB0393'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0655 ***********************************************************************
 AW0655  DESIGNATION -  Y 179
 AW0655  PID         -  AW0655
 AW0655  STATE/COUNTY-  TX/GALVESTON
 AW0655  USGS QUAD   -  LAKE COMO (1994)
 AW0655
 AW0655                         *CURRENT SURVEY CONTROL
 AW0655  ___________________________________________________________________
 AW0655* NAD 83(1986)-  29 14 12.     (N)    094 52 40.     (W)     SCALED    
 AW0655* NAVD 88     -         2.08   (+/-2cm)       6.8    (feet)  VERTCON   
 AW0655  ___________________________________________________________________
 AW0655  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0655
 AW0655  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0655
 AW0655.The horizontal coordinates were scaled from a topographic map and have
 AW0655.an estimated accuracy of +/- 6 seconds.
 AW0655
 AW0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0655.The vertical order pertains to the NGVD 29 superseded value.
 AW0655
 AW0655.The geoid height was determined by GEOID03.
 AW0655
 AW0655;                    North         East    Units  Estimated Accuracy
 AW0655;SPC TXSC     - 4,162,590.    1,000,610.      MT  (+/- 180 meters Scaled)
 AW0655
 AW0655                          SUPERSEDED SURVEY CONTROL
 AW0655
 AW0655  NGVD 29 (??/??/92)    2.079  (m)            6.82   (f) ADJ UNCH    1 2
 AW0655
 AW0655.Superseded values are not recommended for survey control.
 AW0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0655.See file dsdata.txt to determine how the superseded data were derived.
 AW0655
 AW0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN175356(NAD 83)
 AW0655_MARKER: DB = BENCH MARK DISK
 AW0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0655_STAMPING: Y 179 1951
 AW0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0655+STABILITY: SURFACE MOTION
 AW0655
 AW0655  HISTORY     - Date     Condition        Report By
 AW0655  HISTORY     - 1951     MONUMENTED       CGS
 AW0655  HISTORY     - 1958     GOOD             NGS
 AW0655  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0655  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0655  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0655  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW0655
 AW0655                          STATION DESCRIPTION
 AW0655
 AW0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0655'6.4 MI SW FROM GALVESTON.
 AW0655'ABOUT 3.7 MILES SOUTHWEST ALONG THE SEA WALL BOULEVARD FROM THE
 AW0655'BUCCANEER HOTEL AT GALVESTON, THENCE ABOUT 2.7 MILES SOUTHWEST ALONG
 AW0655'THE BEACH, ABOUT 0.25 MILE SOUTH OF A STEEL WINDMILL TOWER, ABOUT 50
 AW0655'YARDS SOUTHEAST OF THE SOUTH CORNER OF A POND, 291 FEET SOUTHWEST OF
 AW0655'THE CENTER LINE OF A SHELL ROAD LEADING NORTHWEST, 267 FEET SOUTHWEST
 AW0655'OF A FENCE CORNER POST, 63 FEET NORTHEAST OF A T FENCE CORNER, 68 FEET
 AW0655'NORTHWEST OF THE HIGH WATER LINE, 1 1/2 FEET SOUTHEAST OF A FENCE, 6
 AW0655'INCHES SOUTHWEST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 AW0655'POST 6 INCHES BELOW THE SURFACE.
 AW0655
 AW0655                          STATION RECOVERY (1964)
 AW0655
 AW0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0655'MARK NOT FOUND.
 AW0655
 AW0655                          STATION RECOVERY (1978)
 AW0655
 AW0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0655'NOT RECOVERED IN 1964, NOT RECOVERED THIS DATE.
 AW0655
 AW0655                          STATION RECOVERY (1987)
 AW0655
 AW0655'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0655'MARK NOT FOUND.
 AW0655
 AW0655                          STATION RECOVERY (1989)
 AW0655
 AW0655'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0202 ***********************************************************************
 CV0202  DESIGNATION -  Y 182
 CV0202  PID         -  CV0202
 CV0202  STATE/COUNTY-  TX/GAINES
 CV0202  USGS QUAD   -  SEMINOLE (1970)
 CV0202
 CV0202                         *CURRENT SURVEY CONTROL
 CV0202  ___________________________________________________________________
 CV0202* NAD 83(1986)-  32 43 10.     (N)    102 39 15.     (W)     SCALED    
 CV0202* NAVD 88     -      1011.830  (meters)    3319.65   (feet)  ADJUSTED  
 CV0202  ___________________________________________________________________
 CV0202  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 CV0202  DYNAMIC HT  -        1010.464 (meters)    3315.16  (feet)  COMP
 CV0202  MODELED GRAV-     979,253.9   (mgal)                       NAVD 88
 CV0202
 CV0202  VERT ORDER  -  FIRST     CLASS II
 CV0202
 CV0202.The horizontal coordinates were scaled from a topographic map and have
 CV0202.an estimated accuracy of +/- 6 seconds.
 CV0202
 CV0202.The orthometric height was determined by differential leveling
 CV0202.and adjusted by the National Geodetic Survey in June 1991..
 CV0202
 CV0202.The geoid height was determined by GEOID03.
 CV0202
 CV0202.The dynamic height is computed by dividing the NAVD 88
 CV0202.geopotential number by the normal gravity value computed on the
 CV0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0202.degrees latitude (g = 980.6199 gals.).
 CV0202
 CV0202.The modeled gravity was interpolated from observed gravity values.
 CV0202
 CV0202;                    North         East    Units  Estimated Accuracy
 CV0202;SPC TXNC     - 2,124,440.      210,700.      MT  (+/- 180 meters Scaled)
 CV0202
 CV0202                          SUPERSEDED SURVEY CONTROL
 CV0202
 CV0202  NGVD 29 (??/??/92) 1011.525  (m)         3318.64   (f) ADJ UNCH    1 2
 CV0202
 CV0202.Superseded values are not recommended for survey control.
 CV0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0202.See file dsdata.txt to determine how the superseded data were derived.
 CV0202
 CV0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS198226(NAD 83)
 CV0202_MARKER: DB = BENCH MARK DISK
 CV0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0202_STAMPING: Y-182 1933
 CV0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0202+STABILITY: SURFACE MOTION
 CV0202
 CV0202  HISTORY     - Date     Condition        Report By
 CV0202  HISTORY     - 1933     MONUMENTED       CGS
 CV0202  HISTORY     - 1934     GOOD             NGS
 CV0202
 CV0202                          STATION DESCRIPTION
 CV0202
 CV0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0202'0.8 MI W FROM SEMINOLE.
 CV0202'0.8 MILES WEST OF SEMINOLE COURTHOUSE ON STATE HIGHWAY NO. 83.  0.2
 CV0202'MILES EAST OF THE JUNCTION OF A ROAD TO LOVINGTON AND HIGHWAY NO. 83,
 CV0202'0.4 MILES NORTHEAST OF SEMINOLE SCHOOLHOUSE, 55 FEET SOUTH OF THE
 CV0202'CENTERLINE OF HIGHWAY AND WEST OF A CALICHE SPOT IN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0209 ***********************************************************************
 CS0209  DESIGNATION -  Y 183
 CS0209  PID         -  CS0209
 CS0209  STATE/COUNTY-  TX/KAUFMAN
 CS0209  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0209
 CS0209                         *CURRENT SURVEY CONTROL
 CS0209  ___________________________________________________________________
 CS0209* NAD 83(1986)-  32 44 46.     (N)    096 28 07.     (W)     SCALED    
 CS0209* NAVD 88     -       143.584  (meters)     471.08   (feet)  ADJUSTED  
 CS0209  ___________________________________________________________________
 CS0209  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0209  DYNAMIC HT  -         143.425 (meters)     470.55  (feet)  COMP
 CS0209  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 CS0209
 CS0209  VERT ORDER  -  SECOND    CLASS 0
 CS0209
 CS0209.The horizontal coordinates were scaled from a topographic map and have
 CS0209.an estimated accuracy of +/- 6 seconds.
 CS0209
 CS0209.The orthometric height was determined by differential leveling
 CS0209.and adjusted by the National Geodetic Survey in June 1991..
 CS0209
 CS0209.The geoid height was determined by GEOID03.
 CS0209
 CS0209.The dynamic height is computed by dividing the NAVD 88
 CS0209.geopotential number by the normal gravity value computed on the
 CS0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0209.degrees latitude (g = 980.6199 gals.).
 CS0209
 CS0209.The modeled gravity was interpolated from observed gravity values.
 CS0209
 CS0209;                    North         East    Units  Estimated Accuracy
 CS0209;SPC TXNC     - 2,121,540.      790,350.      MT  (+/- 180 meters Scaled)
 CS0209
 CS0209                          SUPERSEDED SURVEY CONTROL
 CS0209
 CS0209  NGVD 29 (??/??/92)  143.598  (m)          471.12   (f) ADJ UNCH    2 0
 CS0209
 CS0209.Superseded values are not recommended for survey control.
 CS0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0209.See file dsdata.txt to determine how the superseded data were derived.
 CS0209
 CS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB371259(NAD 83)
 CS0209_MARKER: DB = BENCH MARK DISK
 CS0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0209_SP_SET: BUILDING
 CS0209_STAMPING: Y 183 1952
 CS0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0209
 CS0209  HISTORY     - Date     Condition        Report By
 CS0209  HISTORY     - 1952     MONUMENTED       CGS
 CS0209
 CS0209                          STATION DESCRIPTION
 CS0209
 CS0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0209'IN FORNEY.
 CS0209'AT FORNEY, 3.9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE TEXAS AND
 CS0209'PACIFIC RAILROAD STATION, 30 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 CS0209'THE MAIN TRACK, 3.7 FEET ABOVE THE GROUND, SET VERTICALLY IN THE
 CS0209'SOUTHEAST WALL OF THE RAILROAD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1413 ***********************************************************************
 CS1413  DESIGNATION -  Y 184
 CS1413  PID         -  CS1413
 CS1413  STATE/COUNTY-  TX/DALLAS
 CS1413  USGS QUAD   -  SEAGOVILLE (1973)
 CS1413
 CS1413                         *CURRENT SURVEY CONTROL
 CS1413  ___________________________________________________________________
 CS1413* NAD 83(1986)-  32 44 18.     (N)    096 34 19.     (W)     SCALED    
 CS1413* NAVD 88     -       133.990  (meters)     439.60   (feet)  ADJUSTED  
 CS1413  ___________________________________________________________________
 CS1413  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CS1413  DYNAMIC HT  -         133.841 (meters)     439.11  (feet)  COMP
 CS1413  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 CS1413
 CS1413  VERT ORDER  -  SECOND    CLASS 0
 CS1413
 CS1413.The horizontal coordinates were scaled from a topographic map and have
 CS1413.an estimated accuracy of +/- 6 seconds.
 CS1413
 CS1413.The orthometric height was determined by differential leveling
 CS1413.and adjusted by the National Geodetic Survey in June 1991..
 CS1413
 CS1413.The geoid height was determined by GEOID03.
 CS1413
 CS1413.The dynamic height is computed by dividing the NAVD 88
 CS1413.geopotential number by the normal gravity value computed on the
 CS1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1413.degrees latitude (g = 980.6199 gals.).
 CS1413
 CS1413.The modeled gravity was interpolated from observed gravity values.
 CS1413
 CS1413;                    North         East    Units  Estimated Accuracy
 CS1413;SPC TXNC     - 2,120,500.      780,680.      MT  (+/- 180 meters Scaled)
 CS1413
 CS1413                          SUPERSEDED SURVEY CONTROL
 CS1413
 CS1413  NGVD 29 (??/??/92)  134.001  (m)          439.63   (f) ADJ UNCH    2 0
 CS1413
 CS1413.Superseded values are not recommended for survey control.
 CS1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1413.See file dsdata.txt to determine how the superseded data were derived.
 CS1413
 CS1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB275248(NAD 83)
 CS1413_MARKER: DB = BENCH MARK DISK
 CS1413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1413_SP_SET: CULVERT
 CS1413_STAMPING: Y 184 1952
 CS1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1413
 CS1413  HISTORY     - Date     Condition        Report By
 CS1413  HISTORY     - 1952     MONUMENTED       CGS
 CS1413  HISTORY     - 1958     GOOD             NGS
 CS1413
 CS1413                          STATION DESCRIPTION
 CS1413
 CS1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1413'3.15 MI SE FROM MESQUITE.
 CS1413'0.3 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS1413'MESQUITE, THENCE 0.8 MILE SOUTH ALONG SOUTH CARVER STREET, THENCE 2.05
 CS1413'MILES SOUTHEAST ALONG AN OILED ROAD, 18 FEET NORTHEAST OF THE CENTER
 CS1413'LINE OF THE ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL
 CS1413'OF A 10 FOOT CONCRETE CULVERT.
 CS1413
 CS1413                          STATION RECOVERY (1958)
 CS1413
 CS1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0299 ***********************************************************************
 DN0299  DESIGNATION -  Y 185
 DN0299  PID         -  DN0299
 DN0299  STATE/COUNTY-  TX/GRAYSON
 DN0299  USGS QUAD   -  MARILEE (1961)
 DN0299
 DN0299                         *CURRENT SURVEY CONTROL
 DN0299  ___________________________________________________________________
 DN0299* NAD 83(1986)-  33 25 26.     (N)    096 45 21.     (W)     SCALED    
 DN0299* NAVD 88     -       207.786  (meters)     681.71   (feet)  ADJUSTED  
 DN0299  ___________________________________________________________________
 DN0299  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DN0299  DYNAMIC HT  -         207.568 (meters)     681.00  (feet)  COMP
 DN0299  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 DN0299
 DN0299  VERT ORDER  -  SECOND    CLASS 0
 DN0299
 DN0299.The horizontal coordinates were scaled from a topographic map and have
 DN0299.an estimated accuracy of +/- 6 seconds.
 DN0299
 DN0299.The orthometric height was determined by differential leveling
 DN0299.and adjusted by the National Geodetic Survey in June 1991..
 DN0299
 DN0299.The geoid height was determined by GEOID03.
 DN0299
 DN0299.The dynamic height is computed by dividing the NAVD 88
 DN0299.geopotential number by the normal gravity value computed on the
 DN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0299.degrees latitude (g = 980.6199 gals.).
 DN0299
 DN0299.The modeled gravity was interpolated from observed gravity values.
 DN0299
 DN0299;                    North         East    Units  Estimated Accuracy
 DN0299;SPC TXNC     - 2,196,210.      762,190.      MT  (+/- 180 meters Scaled)
 DN0299
 DN0299                          SUPERSEDED SURVEY CONTROL
 DN0299
 DN0299  NGVD 29 (??/??/92)  207.796  (m)          681.74   (f) ADJ UNCH    2 0
 DN0299
 DN0299.Superseded values are not recommended for survey control.
 DN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0299.See file dsdata.txt to determine how the superseded data were derived.
 DN0299
 DN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC086005(NAD 83)
 DN0299_MARKER: DB = BENCH MARK DISK
 DN0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0299_SP_SET: CULVERT
 DN0299_STAMPING: Y 185 1952
 DN0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0299
 DN0299  HISTORY     - Date     Condition        Report By
 DN0299  HISTORY     - 1952     MONUMENTED       CGS
 DN0299  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0299
 DN0299                          STATION DESCRIPTION
 DN0299
 DN0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0299'1.75 MI S FROM GUNTER.
 DN0299'1.75 MILES SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0299'FROM THE STATION AT GUNTER, 77 FEET EAST OF THE EAST RAIL, 22 FEET
 DN0299'WEST OF THE CENTER LINE OF STATE HIGHWAY 289, SET IN THE TOP OF THE
 DN0299'SOUTH END OF THE WEST HEADWALL OF A 30 FOOT CONCRETE CULVERT UNDER THE
 DN0299'HIGHWAY.
 DN0299
 DN0299                          STATION RECOVERY (1999)
 DN0299
 DN0299'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0592 ***********************************************************************
 DO0592  DESIGNATION -  Y 187
 DO0592  PID         -  DO0592
 DO0592  STATE/COUNTY-  TX/KNOX
 DO0592  USGS QUAD   -  HEFNER (1967)
 DO0592
 DO0592                         *CURRENT SURVEY CONTROL
 DO0592  ___________________________________________________________________
 DO0592* NAD 83(1986)-  33 37 09.     (N)    099 37 05.     (W)     SCALED    
 DO0592* NAVD 88     -       456.000  (meters)    1496.06   (feet)  ADJUSTED  
 DO0592  ___________________________________________________________________
 DO0592  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DO0592  DYNAMIC HT  -         455.475 (meters)    1494.34  (feet)  COMP
 DO0592  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 DO0592
 DO0592  VERT ORDER  -  SECOND    CLASS 0
 DO0592
 DO0592.The horizontal coordinates were scaled from a topographic map and have
 DO0592.an estimated accuracy of +/- 6 seconds.
 DO0592
 DO0592.The orthometric height was determined by differential leveling
 DO0592.and adjusted by the National Geodetic Survey in June 1991..
 DO0592
 DO0592.The geoid height was determined by GEOID03.
 DO0592
 DO0592.The dynamic height is computed by dividing the NAVD 88
 DO0592.geopotential number by the normal gravity value computed on the
 DO0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0592.degrees latitude (g = 980.6199 gals.).
 DO0592
 DO0592.The modeled gravity was interpolated from observed gravity values.
 DO0592
 DO0592;                    North         East    Units  Estimated Accuracy
 DO0592;SPC TXNC     - 2,217,070.      496,260.      MT  (+/- 180 meters Scaled)
 DO0592
 DO0592                          SUPERSEDED SURVEY CONTROL
 DO0592
 DO0592  NGVD 29 (??/??/92)  455.863  (m)         1495.61   (f) ADJ UNCH    2 0
 DO0592
 DO0592.Superseded values are not recommended for survey control.
 DO0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0592.See file dsdata.txt to determine how the superseded data were derived.
 DO0592
 DO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC426201(NAD 83)
 DO0592_MARKER: DB = BENCH MARK DISK
 DO0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0592_STAMPING: Y 187 1933
 DO0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0592+STABILITY: SURFACE MOTION
 DO0592
 DO0592  HISTORY     - Date     Condition        Report By
 DO0592  HISTORY     - 1933     MONUMENTED       CGS
 DO0592  HISTORY     - 1967     GOOD             USGS
 DO0592
 DO0592                          STATION DESCRIPTION
 DO0592
 DO0592'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DO0592'3.2 MI W FROM VERA.
 DO0592'3.2 MILES WEST ALONG U.S. HIGHWAY 82 FROM VERA, ABOUT 0.2 MILES WEST
 DO0592'OF T-ROAD SOUTH, 48 FEET NORTH OF CENTERLINE OF HIGHWAY AND 6 FEET
 DO0592'NORTH OF A FENCE, ALONG THE EDGE OF A CULTIVATED FIELD.  A STANDARD
 DO0592'DISK, STAMPED Y 187 1933 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0213 ***********************************************************************
 CT0213  DESIGNATION -  Y 188
 CT0213  PID         -  CT0213
 CT0213  STATE/COUNTY-  TX/EASTLAND
 CT0213  USGS QUAD   -  CISCO NORTH (1987)
 CT0213
 CT0213                         *CURRENT SURVEY CONTROL
 CT0213  ___________________________________________________________________
 CT0213* NAD 83(1986)-  32 22 48.     (N)    098 55 44.     (W)     SCALED    
 CT0213* NAVD 88     -       486.027  (meters)    1594.57   (feet)  ADJUSTED  
 CT0213  ___________________________________________________________________
 CT0213  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 CT0213  DYNAMIC HT  -         485.399 (meters)    1592.51  (feet)  COMP
 CT0213  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 CT0213
 CT0213  VERT ORDER  -  SECOND    CLASS 0
 CT0213
 CT0213.The horizontal coordinates were scaled from a topographic map and have
 CT0213.an estimated accuracy of +/- 6 seconds.
 CT0213
 CT0213.The orthometric height was determined by differential leveling
 CT0213.and adjusted by the National Geodetic Survey in June 1991..
 CT0213
 CT0213.The geoid height was determined by GEOID03.
 CT0213
 CT0213.The dynamic height is computed by dividing the NAVD 88
 CT0213.geopotential number by the normal gravity value computed on the
 CT0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0213.degrees latitude (g = 980.6199 gals.).
 CT0213
 CT0213.The modeled gravity was interpolated from observed gravity values.
 CT0213
 CT0213;                    North         East    Units  Estimated Accuracy
 CT0213;SPC TXNC     - 2,079,190.      559,640.      MT  (+/- 180 meters Scaled)
 CT0213
 CT0213                          SUPERSEDED SURVEY CONTROL
 CT0213
 CT0213  NGVD 29 (??/??/92)  485.910  (m)         1594.19   (f) ADJ UNCH    2 0
 CT0213
 CT0213.Superseded values are not recommended for survey control.
 CT0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0213.See file dsdata.txt to determine how the superseded data were derived.
 CT0213
 CT0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA066825(NAD 83)
 CT0213_MARKER: DB = BENCH MARK DISK
 CT0213_SETTING: 80 = SET IN A BOULDER
 CT0213_SP_SET: BOULDER
 CT0213_STAMPING: Y-188 1933
 CT0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0213+STABILITY: SURFACE MOTION
 CT0213
 CT0213  HISTORY     - Date     Condition        Report By
 CT0213  HISTORY     - 1933     MONUMENTED       CGS
 CT0213  HISTORY     - 1957     GOOD             NGS
 CT0213
 CT0213                          STATION DESCRIPTION
 CT0213
 CT0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CT0213'3.9 MI SE FROM CISCO.
 CT0213'3.9 MILES SOUTHEAST OF ALONG M. K. AND T. RAILROAD.  175 FEET OR 1
 CT0213'TELEGRAPH POLE WEST OF MILE POST 151, 33 FEET NORTHEAST OF CENTER OF
 CT0213'TRACK, 800 FEET WEST OF FARM HOUSE.
 CT0213
 CT0213                          STATION RECOVERY (1957)
 CT0213
 CT0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CT0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0207 ***********************************************************************
 DO0207  DESIGNATION -  Y 189
 DO0207  PID         -  DO0207
 DO0207  STATE/COUNTY-  TX/JACK
 DO0207  USGS QUAD   -  JACKSBORO (1982)
 DO0207
 DO0207                         *CURRENT SURVEY CONTROL
 DO0207  ___________________________________________________________________
 DO0207* NAD 83(1986)-  33 12 08.     (N)    098 11 14.     (W)     SCALED    
 DO0207* NAVD 88     -       348.164  (meters)    1142.27   (feet)  ADJUSTED  
 DO0207  ___________________________________________________________________
 DO0207  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DO0207  DYNAMIC HT  -         347.763 (meters)    1140.95  (feet)  COMP
 DO0207  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 DO0207
 DO0207  VERT ORDER  -  SECOND    CLASS 0
 DO0207
 DO0207.The horizontal coordinates were scaled from a topographic map and have
 DO0207.an estimated accuracy of +/- 6 seconds.
 DO0207
 DO0207.The orthometric height was determined by differential leveling
 DO0207.and adjusted by the National Geodetic Survey in June 1991..
 DO0207
 DO0207.The geoid height was determined by GEOID03.
 DO0207
 DO0207.The dynamic height is computed by dividing the NAVD 88
 DO0207.geopotential number by the normal gravity value computed on the
 DO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0207.degrees latitude (g = 980.6199 gals.).
 DO0207
 DO0207.The modeled gravity was interpolated from observed gravity values.
 DO0207
 DO0207;                    North         East    Units  Estimated Accuracy
 DO0207;SPC TXNC     - 2,170,320.      629,160.      MT  (+/- 180 meters Scaled)
 DO0207
 DO0207                          SUPERSEDED SURVEY CONTROL
 DO0207
 DO0207  NGVD 29 (??/??/92)  348.092  (m)         1142.03   (f) ADJ UNCH    2 0
 DO0207
 DO0207.Superseded values are not recommended for survey control.
 DO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0207.See file dsdata.txt to determine how the superseded data were derived.
 DO0207
 DO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB757740(NAD 83)
 DO0207_MARKER: DB = BENCH MARK DISK
 DO0207_SETTING: 66 = SET IN ROCK OUTCROP
 DO0207_SP_SET: BEDROCK
 DO0207_STAMPING: 1142.032 Y189 1933
 DO0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0207+STABILITY: POSITION/ELEVATION WELL
 DO0207
 DO0207  HISTORY     - Date     Condition        Report By
 DO0207  HISTORY     - 1933     MONUMENTED       CGS
 DO0207  HISTORY     - 1950     GOOD             NGS
 DO0207
 DO0207                          STATION DESCRIPTION
 DO0207
 DO0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0207'01.6 MI W FROM JACKSBORO.
 DO0207'ABOUT 01.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND GULF RAILWAY,
 DO0207'FROM JACKSBORO, JACK COUNTY, NEAR THE MIDDLE OF A CUT ABOUT 00.2 MILE
 DO0207'EAST OF A HIGHWAY CROSSING, 100 YARDS NORTHWEST OF A FARM YARD, 42 FT.
 DO0207'NORTHEAST OF THE ORIGINAL MILEPOST NO. 42 (THIS MILE POST IS NOT NOW
 DO0207'IN THE RAILROAD MILEAGE SYSTEM) AND ABOUT 15 FEET SOUTH OF THE
 DO0207'CENTERLINE OF THE TRACKS.  IT IS A STANDARD DISK SET IN OUTCROP
 DO0207'LIMESTONE ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACKS.  TO REACH FROM
 DO0207'JACKSBORO-- GO WEST ON HIGHWAY NO. 24, 02.0 MILES.  THEN GO SOUTH ON
 DO0207'HIGHWAY NO. 204, 00.3 MILE TO THE RAILROAD CROSSING. TURN EAST ALONG
 DO0207'THE SOUTH SIDE OF THE TRACKS AND GO 00.2 MILE TO THE MARK IN THE CUT
 DO0207'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1091 ***********************************************************************
 FL1091  DESIGNATION -  Y 19
 FL1091  PID         -  FL1091
 FL1091  STATE/COUNTY-  TX/POTTER
 FL1091  USGS QUAD   -  AMARILLO EAST (1973)
 FL1091
 FL1091                         *CURRENT SURVEY CONTROL
 FL1091  ___________________________________________________________________
 FL1091* NAD 83(1986)-  35 12 36.     (N)    101 50 15.     (W)     SCALED    
 FL1091* NAVD 88     -      1117.228  (meters)    3665.44   (feet)  ADJUSTED  
 FL1091  ___________________________________________________________________
 FL1091  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL1091  DYNAMIC HT  -        1115.904 (meters)    3661.09  (feet)  COMP
 FL1091  MODELED GRAV-     979,409.7   (mgal)                       NAVD 88
 FL1091
 FL1091  VERT ORDER  -  FIRST     CLASS II
 FL1091
 FL1091.The horizontal coordinates were scaled from a topographic map and have
 FL1091.an estimated accuracy of +/- 6 seconds.
 FL1091
 FL1091.The orthometric height was determined by differential leveling
 FL1091.and adjusted by the National Geodetic Survey in June 1991..
 FL1091
 FL1091.The geoid height was determined by GEOID03.
 FL1091
 FL1091.The dynamic height is computed by dividing the NAVD 88
 FL1091.geopotential number by the normal gravity value computed on the
 FL1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1091.degrees latitude (g = 980.6199 gals.).
 FL1091
 FL1091.The modeled gravity was interpolated from observed gravity values.
 FL1091
 FL1091;                    North         East    Units  Estimated Accuracy
 FL1091;SPC TX N     - 1,134,290.      169,270.      MT  (+/- 180 meters Scaled)
 FL1091
 FL1091                          SUPERSEDED SURVEY CONTROL
 FL1091
 FL1091  NGVD 29 (??/??/92) 1116.693  (m)         3663.68   (f) ADJ UNCH    1 2
 FL1091
 FL1091.Superseded values are not recommended for survey control.
 FL1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1091.See file dsdata.txt to determine how the superseded data were derived.
 FL1091
 FL1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE417000(NAD 83)
 FL1091_MARKER: DB = BENCH MARK DISK
 FL1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1091_SP_SET: BUILDING
 FL1091_STAMPING: Y 19 1911 ELEV. 3663.684 FT.
 FL1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1091
 FL1091  HISTORY     - Date     Condition        Report By
 FL1091  HISTORY     - 1911     MONUMENTED       CGS
 FL1091  HISTORY     - 1958     GOOD             NGS
 FL1091  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1091
 FL1091                          STATION DESCRIPTION
 FL1091
 FL1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FL1091'IN AMARILLO.
 FL1091'AT AMARILLO, ABOUT 0.6 MILE WEST ALONG WEST 4TH AVENUE FROM THE
 FL1091'PANHANDLE AND SANTA FE RAILWAY STATION, AT THE NORTHEAST CORNER OF THE
 FL1091'INTERSECTION OF WEST 4TH AVENUE AND SOUTH TYLER STREET, SET VERTICALLY
 FL1091'IN THE SOUTH FACE OF THE CENTRAL FIRE STATION AND HEALTH DEPARTMENT
 FL1091'BUILDING, 2 1/2 FEET EAST OF THE SOUTHWEST CORNER, AND ABOUT 4 FEET
 FL1091'ABOVE THE SIDEWALK.  NOTE-- 1911 WAS STAMPED ON THE MARK BY THIS
 FL1091'PARTY.
 FL1091
 FL1091                          STATION RECOVERY (1984)
 FL1091
 FL1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1091'THERE IS A NEW BUILDING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0311 ***********************************************************************
 CT0311  DESIGNATION -  Y 191
 CT0311  PID         -  CT0311
 CT0311  STATE/COUNTY-  TX/STEPHENS
 CT0311  USGS QUAD   -  BRECKENRIDGE (1958)
 CT0311
 CT0311                         *CURRENT SURVEY CONTROL
 CT0311  ___________________________________________________________________
 CT0311* NAD 83(1986)-  32 45 57.     (N)    098 58 36.     (W)     SCALED    
 CT0311* NAVD 88     -       369.293  (meters)    1211.59   (feet)  ADJUSTED  
 CT0311  ___________________________________________________________________
 CT0311  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT0311  DYNAMIC HT  -         368.832 (meters)    1210.08  (feet)  COMP
 CT0311  MODELED GRAV-     979,381.5   (mgal)                       NAVD 88
 CT0311
 CT0311  VERT ORDER  -  SECOND    CLASS 0
 CT0311
 CT0311.The horizontal coordinates were scaled from a topographic map and have
 CT0311.an estimated accuracy of +/- 6 seconds.
 CT0311
 CT0311.The orthometric height was determined by differential leveling
 CT0311.and adjusted by the National Geodetic Survey in June 1991..
 CT0311
 CT0311.The geoid height was determined by GEOID03.
 CT0311
 CT0311.The dynamic height is computed by dividing the NAVD 88
 CT0311.geopotential number by the normal gravity value computed on the
 CT0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0311.degrees latitude (g = 980.6199 gals.).
 CT0311
 CT0311.The modeled gravity was interpolated from observed gravity values.
 CT0311
 CT0311;                    North         East    Units  Estimated Accuracy
 CT0311;SPC TXNC     - 2,121,990.      555,340.      MT  (+/- 180 meters Scaled)
 CT0311
 CT0311                          SUPERSEDED SURVEY CONTROL
 CT0311
 CT0311  NGVD 29 (??/??/92)  369.199  (m)         1211.28   (f) ADJ UNCH    2 0
 CT0311
 CT0311.Superseded values are not recommended for survey control.
 CT0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0311.See file dsdata.txt to determine how the superseded data were derived.
 CT0311
 CT0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB021253(NAD 83)
 CT0311_MARKER: DB = BENCH MARK DISK
 CT0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0311_STAMPING: Y 191 1933
 CT0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0311+STABILITY: SURFACE MOTION
 CT0311
 CT0311  HISTORY     - Date     Condition        Report By
 CT0311  HISTORY     - 1933     MONUMENTED       CGS
 CT0311  HISTORY     - 1961     GOOD             NGS
 CT0311
 CT0311                          STATION DESCRIPTION
 CT0311
 CT0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0311'4 MI W FROM BRECKENRIDGE.
 CT0311'4.1 MILES WEST ALONG OLD U.S. HIGHWAY 80 N FROM BRECKENRIDGE, STEPHENS
 CT0311'COUNTY, 62 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 4 FEET
 CT0311'INSIDE A PASTURE.  A STANDARD DISK STAMPED Y 191 1933 AND SET IN THE
 CT0311'TOP OF A CONCRETE POST.  NOTE-- RECOVERED AS DESCRIBED WITH THE
 CT0311'EXCEPTION THAT U.S. HIGHWAY 80 IS NOW U.S. HIGHWAY 180.  THE MARK IS
 CT0311'4.5 MILES WEST ALONG U.S. HIGHWAY 180 FROM THE BURCH HOTEL IN
 CT0311'BRECKENRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0801 ***********************************************************************
 CT0801  DESIGNATION -  Y 192
 CT0801  PID         -  CT0801
 CT0801  STATE/COUNTY-  TX/JONES
 CT0801  USGS QUAD   -  STAMFORD (1965)
 CT0801
 CT0801                         *CURRENT SURVEY CONTROL
 CT0801  ___________________________________________________________________
 CT0801* NAD 83(1986)-  32 57 10.     (N)    099 51 08.     (W)     SCALED    
 CT0801* NAVD 88     -       472.114  (meters)    1548.93   (feet)  ADJUSTED  
 CT0801  ___________________________________________________________________
 CT0801  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CT0801  DYNAMIC HT  -         471.514 (meters)    1546.96  (feet)  COMP
 CT0801  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 CT0801
 CT0801  VERT ORDER  -  SECOND    CLASS 0
 CT0801
 CT0801.The horizontal coordinates were scaled from a topographic map and have
 CT0801.an estimated accuracy of +/- 6 seconds.
 CT0801
 CT0801.The orthometric height was determined by differential leveling
 CT0801.and adjusted by the National Geodetic Survey in June 1991..
 CT0801
 CT0801.The geoid height was determined by GEOID03.
 CT0801
 CT0801.The dynamic height is computed by dividing the NAVD 88
 CT0801.geopotential number by the normal gravity value computed on the
 CT0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0801.degrees latitude (g = 980.6199 gals.).
 CT0801
 CT0801.The modeled gravity was interpolated from observed gravity values.
 CT0801
 CT0801;                    North         East    Units  Estimated Accuracy
 CT0801;SPC TXNC     - 2,143,430.      473,580.      MT  (+/- 180 meters Scaled)
 CT0801
 CT0801                          SUPERSEDED SURVEY CONTROL
 CT0801
 CT0801  NGVD 29 (??/??/92)  471.940  (m)         1548.36   (f) ADJ UNCH    2 0
 CT0801
 CT0801.Superseded values are not recommended for survey control.
 CT0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0801.See file dsdata.txt to determine how the superseded data were derived.
 CT0801
 CT0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB203463(NAD 83)
 CT0801_MARKER: DB = BENCH MARK DISK
 CT0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0801_STAMPING: Y 192 1933
 CT0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0801+STABILITY: SURFACE MOTION
 CT0801
 CT0801  HISTORY     - Date     Condition        Report By
 CT0801  HISTORY     - 1933     MONUMENTED       CGS
 CT0801  HISTORY     - 1958     GOOD             NGS
 CT0801
 CT0801                          STATION DESCRIPTION
 CT0801
 CT0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0801'3.5 MI NW FROM STAMFORD.
 CT0801'3.5 MILES NORTHWEST ALONG THE WICHITA VALLEY RAILWAY FROM STAMFORD,
 CT0801'JONES COUNTY, 150 FEET NORTH OF THE CROSSING OF THE OLD STAMFORD
 CT0801'HIGHWAY, 50 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 3 FEET WEST
 CT0801'OF A FENCE.  A STANDARD DISK, STAMPED Y 192 1933 AND SET IN THE TOP OF
 CT0801'A CONCRETE POST.  NOTE-- PART OF THE TOP OF THE CONCRETE POST IS
 CT0801'CHIPPED OFF BUT THE DISK IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0230 ***********************************************************************
 CT0230  DESIGNATION -  Y 193
 CT0230  PID         -  CT0230
 CT0230  STATE/COUNTY-  TX/COMANCHE
 CT0230  USGS QUAD   -  RUCKER (1968)
 CT0230
 CT0230                         *CURRENT SURVEY CONTROL
 CT0230  ___________________________________________________________________
 CT0230* NAD 83(1986)-  32 07 58.     (N)    098 34 04.     (W)     SCALED    
 CT0230* NAVD 88     -       415.020  (meters)    1361.61   (feet)  ADJUSTED  
 CT0230  ___________________________________________________________________
 CT0230  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CT0230  DYNAMIC HT  -         414.489 (meters)    1359.87  (feet)  COMP
 CT0230  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 CT0230
 CT0230  VERT ORDER  -  SECOND    CLASS 0
 CT0230
 CT0230.The horizontal coordinates were scaled from a topographic map and have
 CT0230.an estimated accuracy of +/- 6 seconds.
 CT0230
 CT0230.The orthometric height was determined by differential leveling
 CT0230.and adjusted by the National Geodetic Survey in June 1991..
 CT0230
 CT0230.The geoid height was determined by GEOID03.
 CT0230
 CT0230.The dynamic height is computed by dividing the NAVD 88
 CT0230.geopotential number by the normal gravity value computed on the
 CT0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0230.degrees latitude (g = 980.6199 gals.).
 CT0230
 CT0230.The modeled gravity was interpolated from observed gravity values.
 CT0230
 CT0230;                    North         East    Units  Estimated Accuracy
 CT0230;SPC TX C     - 3,274,720.      866,600.      MT  (+/- 180 meters Scaled)
 CT0230
 CT0230                          SUPERSEDED SURVEY CONTROL
 CT0230
 CT0230  NGVD 29 (??/??/92)  414.927  (m)         1361.31   (f) ADJ UNCH    2 0
 CT0230
 CT0230.Superseded values are not recommended for survey control.
 CT0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0230.See file dsdata.txt to determine how the superseded data were derived.
 CT0230
 CT0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA407552(NAD 83)
 CT0230_MARKER: DB = BENCH MARK DISK
 CT0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0230_SP_SET: CULVERT
 CT0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0230
 CT0230  HISTORY     - Date     Condition        Report By
 CT0230  HISTORY     - UNK      MONUMENTED       CGS
 CT0230  HISTORY     - 1933     GOOD             NGS
 CT0230  HISTORY     - 1934     GOOD             NGS
 CT0230
 CT0230                          STATION DESCRIPTION
 CT0230
 CT0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0230'2.4 MI W FROM DELEON.
 CT0230'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD, IN SOUTH END OF
 CT0230'CONCRETE CULVERT UNDER RAILROAD 17 POLES WEST OF MILEPOST 121.
 CT0230
 CT0230                          STATION RECOVERY (1934)
 CT0230
 CT0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CT0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1040 ***********************************************************************
 BZ1040  DESIGNATION -  Y 194
 BZ1040  PID         -  BZ1040
 BZ1040  STATE/COUNTY-  TX/BOSQUE
 BZ1040  USGS QUAD   -  SPRING CREEK GAP (1979)
 BZ1040
 BZ1040                         *CURRENT SURVEY CONTROL
 BZ1040  ___________________________________________________________________
 BZ1040* NAD 83(1986)-  31 57 25.     (N)    097 56 22.     (W)     SCALED    
 BZ1040* NAVD 88     -       289.477  (meters)     949.73   (feet)  ADJUSTED  
 BZ1040  ___________________________________________________________________
 BZ1040  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BZ1040  DYNAMIC HT  -         289.116 (meters)     948.54  (feet)  COMP
 BZ1040  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 BZ1040
 BZ1040  VERT ORDER  -  SECOND    CLASS 0
 BZ1040
 BZ1040.The horizontal coordinates were scaled from a topographic map and have
 BZ1040.an estimated accuracy of +/- 6 seconds.
 BZ1040
 BZ1040.The orthometric height was determined by differential leveling
 BZ1040.and adjusted by the National Geodetic Survey in June 1991..
 BZ1040
 BZ1040.The geoid height was determined by GEOID03.
 BZ1040
 BZ1040.The dynamic height is computed by dividing the NAVD 88
 BZ1040.geopotential number by the normal gravity value computed on the
 BZ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1040.degrees latitude (g = 980.6199 gals.).
 BZ1040
 BZ1040.The modeled gravity was interpolated from observed gravity values.
 BZ1040
 BZ1040;                    North         East    Units  Estimated Accuracy
 BZ1040;SPC TX C     - 3,256,340.      926,300.      MT  (+/- 180 meters Scaled)
 BZ1040
 BZ1040                          SUPERSEDED SURVEY CONTROL
 BZ1040
 BZ1040  NGVD 29 (??/??/92)  289.416  (m)          949.53   (f) ADJ UNCH    2 0
 BZ1040
 BZ1040.Superseded values are not recommended for survey control.
 BZ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1040.See file dsdata.txt to determine how the superseded data were derived.
 BZ1040
 BZ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA002361(NAD 83)
 BZ1040_MARKER: DB = BENCH MARK DISK
 BZ1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1040_STAMPING: Y 194 1933 949.526
 BZ1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1040+STABILITY: SURFACE MOTION
 BZ1040
 BZ1040  HISTORY     - Date     Condition        Report By
 BZ1040  HISTORY     - 1933     MONUMENTED       CGS
 BZ1040  HISTORY     - 1951     GOOD             NGS
 BZ1040  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1040
 BZ1040                          STATION DESCRIPTION
 BZ1040
 BZ1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ1040'05.1 MI W FROM IREDELL.
 BZ1040'ABOUT 05.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 BZ1040'IREDELL, BOSQUE COUNTY, AT BRIDGE 78.4 AND IN THE TOP OF THE CONCRETE
 BZ1040'CURB.  A STANDARD DISK STAMPED Y 194 1933 949.526.  NOTE-- THIS BRIDGE
 BZ1040'IS NUMBERED IN REFERENCE TO THE ORIGINAL MILEAGE.  THE NUMBER WILL BE
 BZ1040'CHANGED WHEN THE ROUTE AROUND LAKE WHITNEY IS COMPLETED.
 BZ1040
 BZ1040                          STATION RECOVERY (2001)
 BZ1040
 BZ1040'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0494 ***********************************************************************
 BM0494  DESIGNATION -  Y 195
 BM0494  PID         -  BM0494
 BM0494  STATE/COUNTY-  TX/BASTROP
 BM0494  USGS QUAD   -  ELGIN EAST (1982)
 BM0494
 BM0494                         *CURRENT SURVEY CONTROL
 BM0494  ___________________________________________________________________
 BM0494* NAD 83(1986)-  30 21 17.     (N)    097 22 20.     (W)     SCALED    
 BM0494* NAVD 88     -       178.99   (+/-2cm)     587.2    (feet)  VERTCON   
 BM0494  ___________________________________________________________________
 BM0494  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0494
 BM0494  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0494
 BM0494.The horizontal coordinates were scaled from a topographic map and have
 BM0494.an estimated accuracy of +/- 6 seconds.
 BM0494
 BM0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0494.The vertical order pertains to the NGVD 29 superseded value.
 BM0494
 BM0494.The geoid height was determined by GEOID03.
 BM0494
 BM0494;                    North         East    Units  Estimated Accuracy
 BM0494;SPC TX C     - 3,080,060.      984,640.      MT  (+/- 180 meters Scaled)
 BM0494
 BM0494                          SUPERSEDED SURVEY CONTROL
 BM0494
 BM0494  NGVD 29 (??/??/92)  178.910  (m)          586.97   (f) ADJ UNCH    1 2
 BM0494
 BM0494.Superseded values are not recommended for survey control.
 BM0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0494.See file dsdata.txt to determine how the superseded data were derived.
 BM0494
 BM0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU564592(NAD 83)
 BM0494_MARKER: DB = BENCH MARK DISK
 BM0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0494_SP_SET: CULVERT
 BM0494_STAMPING: Y 195 1933 586.971
 BM0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0494
 BM0494  HISTORY     - Date     Condition        Report By
 BM0494  HISTORY     - 1933     MONUMENTED       CGS
 BM0494  HISTORY     - 1953     GOOD             NGS
 BM0494  HISTORY     - 19910710 POOR             USPSQD
 BM0494  HISTORY     - 19990522 POOR             USPSQD
 BM0494  HISTORY     - 20040306 POOR             USPSQD
 BM0494
 BM0494                          STATION DESCRIPTION
 BM0494
 BM0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0494'0.55 MI NW FROM ELGIN.
 BM0494'0.55 MILE NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 BM0494'TEXAS FROM THE STATION AT ELGIN, 1 3/4 POLES SOUTHEAST OF MILEPOST
 BM0494'100, 8 RAILS NORTHWEST OF THE CROSSING OF EAST 8TH STREET, 11 FEET
 BM0494'SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF THE NORTHWEST END
 BM0494'OF THE SOUTHWEST HEADWALL OF A 4 FOOT CONCRETE CULVERT.
 BM0494
 BM0494                          STATION RECOVERY (1991)
 BM0494
 BM0494'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0494'MARK RECOVERED IN POOR CONDITION.
 BM0494
 BM0494                          STATION RECOVERY (1999)
 BM0494
 BM0494'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0494'MARK RECOVERED IN POOR CONDITION.
 BM0494
 BM0494                          STATION RECOVERY (2004)
 BM0494
 BM0494'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0494'THE STAMPING IS NOT READABLE.  THE CORNER OF THE HEADWALL IS BROCKEN
 BM0494'AWAY BUT DISC WAS NOT AFFECTED.  THIS HEADWALL ALSO WAS USED FOR A
 BM0494'CHISELED SQUARE, PID BM0495 WHICH WAS LOCATED ON THE PORTION OF THE
 BM0494'CONCRETE THAT HAS BEEN BROCKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0265 ***********************************************************************
 BM0265  DESIGNATION -  Y 196
 BM0265  PID         -  BM0265
 BM0265  STATE/COUNTY-  TX/MILAM
 BM0265  USGS QUAD   -  ROCKDALE EAST (1989)
 BM0265
 BM0265                         *CURRENT SURVEY CONTROL
 BM0265  ___________________________________________________________________
 BM0265* NAD 83(1986)-  30 40 56.     (N)    096 56 22.     (W)     SCALED    
 BM0265* NAVD 88     -       135.50   (+/-2cm)     444.6    (feet)  VERTCON   
 BM0265  ___________________________________________________________________
 BM0265  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0265
 BM0265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0265
 BM0265.The horizontal coordinates were scaled from a topographic map and have
 BM0265.an estimated accuracy of +/- 6 seconds.
 BM0265
 BM0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0265.The vertical order pertains to the NGVD 29 superseded value.
 BM0265
 BM0265.The geoid height was determined by GEOID03.
 BM0265
 BM0265;                    North         East    Units  Estimated Accuracy
 BM0265;SPC TX C     - 3,117,540.    1,025,120.      MT  (+/- 180 meters Scaled)
 BM0265
 BM0265                          SUPERSEDED SURVEY CONTROL
 BM0265
 BM0265  NGVD 29 (??/??/92)  135.441  (m)          444.36   (f) ADJ UNCH    2 0
 BM0265
 BM0265.Superseded values are not recommended for survey control.
 BM0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0265.See file dsdata.txt to determine how the superseded data were derived.
 BM0265
 BM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU973961(NAD 83)
 BM0265_MARKER: DB = BENCH MARK DISK
 BM0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0265_SP_SET: CULVERT
 BM0265_STAMPING: 444.468 Y 196 1933
 BM0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0265
 BM0265  HISTORY     - Date     Condition        Report By
 BM0265  HISTORY     - 1933     MONUMENTED       CGS
 BM0265  HISTORY     - 1976     GOOD             LOCSUR
 BM0265  HISTORY     - 19991112 GOOD             USPSQD
 BM0265
 BM0265                          STATION DESCRIPTION
 BM0265
 BM0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0265'3.8 MI NE FROM ROCKDALE.
 BM0265'3.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0265'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM ROCKDALE, MILAM COUNTY,
 BM0265'0.1 MILE SOUTHWEST OF MILEPOST 115, AT A CONCRETE CULVERT, AND IN THE
 BM0265'TOP OF THE NORTH END.
 BM0265
 BM0265                          STATION RECOVERY (1976)
 BM0265
 BM0265'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 BM0265'RECOVERED IN GOOD CONDITION.
 BM0265
 BM0265                          STATION RECOVERY (1999)
 BM0265
 BM0265'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0403 ***********************************************************************
 BZ0403  DESIGNATION -  Y 197
 BZ0403  PID         -  BZ0403
 BZ0403  STATE/COUNTY-  TX/ROBERTSON
 BZ0403  USGS QUAD   -  MARQUEZ (1982)
 BZ0403
 BZ0403                         *CURRENT SURVEY CONTROL
 BZ0403  ___________________________________________________________________
 BZ0403* NAD 83(1986)-  31 09 32.     (N)    096 18 17.     (W)     SCALED    
 BZ0403* NAVD 88     -        89.31   (+/-2cm)     293.0    (feet)  VERTCON   
 BZ0403  ___________________________________________________________________
 BZ0403  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BZ0403
 BZ0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0403
 BZ0403.The horizontal coordinates were scaled from a topographic map and have
 BZ0403.an estimated accuracy of +/- 6 seconds.
 BZ0403
 BZ0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0403.The vertical order pertains to the NGVD 29 superseded value.
 BZ0403
 BZ0403.The geoid height was determined by GEOID03.
 BZ0403
 BZ0403;                    North         East    Units  Estimated Accuracy
 BZ0403;SPC TX C     - 3,172,370.    1,083,980.      MT  (+/- 180 meters Scaled)
 BZ0403
 BZ0403                          SUPERSEDED SURVEY CONTROL
 BZ0403
 BZ0403  NGVD 29 (??/??/92)   89.290  (m)          292.95   (f) ADJ UNCH    2 0
 BZ0403
 BZ0403.Superseded values are not recommended for survey control.
 BZ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0403.See file dsdata.txt to determine how the superseded data were derived.
 BZ0403
 BZ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV569503(NAD 83)
 BZ0403_MARKER: DB = BENCH MARK DISK
 BZ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0403_STAMPING: Y 197 1933
 BZ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0403+STABILITY: SURFACE MOTION
 BZ0403
 BZ0403  HISTORY     - Date     Condition        Report By
 BZ0403  HISTORY     - 1933     MONUMENTED       CGS
 BZ0403  HISTORY     - 1935     MARK NOT FOUND   NGS
 BZ0403
 BZ0403                          STATION DESCRIPTION
 BZ0403
 BZ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0403'6.6 MI NE FROM EASTERLY.
 BZ0403'6.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0403'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM EASTERLY, ROBERTSON
 BZ0403'COUNTY, AT POLE 61/19, 80 FEET NORTH OF THE TRACK, 8 FEET WEST OF A
 BZ0403'FENCE CORNER, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 BZ0403'RAILROAD FENCE IS DOWN AND THE GROUND HAS BEEN DISTURBED.
 BZ0403
 BZ0403                          STATION RECOVERY (1935)
 BZ0403
 BZ0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BZ0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1000 ***********************************************************************
 BZ1000  DESIGNATION -  Y 198
 BZ1000  PID         -  BZ1000
 BZ1000  STATE/COUNTY-  TX/CORYELL
 BZ1000  USGS QUAD   -  OGLESBY (1994)
 BZ1000
 BZ1000                         *CURRENT SURVEY CONTROL
 BZ1000  ___________________________________________________________________
 BZ1000* NAD 83(1986)-  31 22 33.     (N)    097 34 54.     (W)     SCALED    
 BZ1000* NAVD 88     -       201.442  (meters)     660.90   (feet)  ADJUSTED  
 BZ1000  ___________________________________________________________________
 BZ1000  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BZ1000  DYNAMIC HT  -         201.176 (meters)     660.02  (feet)  COMP
 BZ1000  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 BZ1000
 BZ1000  VERT ORDER  -  SECOND    CLASS 0
 BZ1000
 BZ1000.The horizontal coordinates were scaled from a topographic map and have
 BZ1000.an estimated accuracy of +/- 6 seconds.
 BZ1000
 BZ1000.The orthometric height was determined by differential leveling
 BZ1000.and adjusted by the National Geodetic Survey in June 1991..
 BZ1000
 BZ1000.The geoid height was determined by GEOID03.
 BZ1000
 BZ1000.The dynamic height is computed by dividing the NAVD 88
 BZ1000.geopotential number by the normal gravity value computed on the
 BZ1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1000.degrees latitude (g = 980.6199 gals.).
 BZ1000
 BZ1000.The modeled gravity was interpolated from observed gravity values.
 BZ1000
 BZ1000;                    North         East    Units  Estimated Accuracy
 BZ1000;SPC TX C     - 3,192,710.      961,710.      MT  (+/- 180 meters Scaled)
 BZ1000
 BZ1000                          SUPERSEDED SURVEY CONTROL
 BZ1000
 BZ1000  NGVD 29 (??/??/92)  201.393  (m)          660.74   (f) ADJ UNCH    2 0
 BZ1000
 BZ1000.Superseded values are not recommended for survey control.
 BZ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1000.See file dsdata.txt to determine how the superseded data were derived.
 BZ1000
 BZ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV348721(NAD 83)
 BZ1000_MARKER: DB = BENCH MARK DISK
 BZ1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1000_STAMPING: Y 198 1933
 BZ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1000+STABILITY: SURFACE MOTION
 BZ1000
 BZ1000  HISTORY     - Date     Condition        Report By
 BZ1000  HISTORY     - 1933     MONUMENTED       CGS
 BZ1000  HISTORY     - 1948     GOOD             NGS
 BZ1000
 BZ1000                          STATION DESCRIPTION
 BZ1000
 BZ1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ1000'6.7 MI SW FROM OGLESBY.
 BZ1000'6.7 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ1000'OGLESBY, CORYELL COUNTY, 72 FEET EAST OF MILEPOST 709, 43 FEET EAST OF
 BZ1000'THE CENTERLINE OF THE TRACK, AND 8 FEET WEST OF THE RIGHT-OF-WAY
 BZ1000'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0206 ***********************************************************************
 EO0206  DESIGNATION -  Y 20
 EO0206  PID         -  EO0206
 EO0206  STATE/COUNTY-  TX/PARMER
 EO0206  USGS QUAD   -  PARMERTON (1965)
 EO0206
 EO0206                         *CURRENT SURVEY CONTROL
 EO0206  ___________________________________________________________________
 EO0206* NAD 83(1986)-  34 36 01.     (N)    102 46 26.     (W)     SCALED    
 EO0206* NAVD 88     -      1252.987  (meters)    4110.84   (feet)  POSTED    
 EO0206  ___________________________________________________________________
 EO0206  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 EO0206  DYNAMIC HT  -        1251.360 (meters)    4105.50  (feet)  COMP
 EO0206  MODELED GRAV-     979,296.4   (mgal)                       NAVD 88
 EO0206
 EO0206  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EO0206
 EO0206.The horizontal coordinates were scaled from a topographic map and have
 EO0206.an estimated accuracy of +/- 6 seconds.
 EO0206
 EO0206.The orthometric height was determined by differential leveling
 EO0206.and adjusted by the National Geodetic Survey in 1992..
 EO0206.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EO0206.rate of 0.0 thru 1.0 mm/km.
 EO0206
 EO0206.The geoid height was determined by GEOID03.
 EO0206
 EO0206.The dynamic height is computed by dividing the NAVD 88
 EO0206.geopotential number by the normal gravity value computed on the
 EO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0206.degrees latitude (g = 980.6199 gals.).
 EO0206
 EO0206.The modeled gravity was interpolated from observed gravity values.
 EO0206
 EO0206;                    North         East    Units  Estimated Accuracy
 EO0206;SPC TX N     - 1,067,350.       83,150.      MT  (+/- 180 meters Scaled)
 EO0206
 EO0206                          SUPERSEDED SURVEY CONTROL
 EO0206
 EO0206.No superseded survey control is available for this station.
 EO0206
 EO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU041309(NAD 83)
 EO0206_MARKER: P = PIPE CAP
 EO0206_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0206_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0206_STAMPING: ELEV. 4108.971 FT. Y 20
 EO0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0206
 EO0206  HISTORY     - Date     Condition        Report By
 EO0206  HISTORY     - UNK      MONUMENTED       CGS
 EO0206  HISTORY     - 1958     MARK NOT FOUND   NGS
 EO0206
 EO0206                          STATION DESCRIPTION
 EO0206
 EO0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0206'3.9 MI SW FROM FRIONA.
 EO0206'ABOUT 3.9 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0206'FROM FRIONA, PARMER COUNTY, ABOUT HALFWAY BETWEEN THE NINTH AND TENTH
 EO0206'POLES NORTHEAST OF MILEPOST 626, AT THE WEST END OF A LONG FILL, ABOUT
 EO0206'80 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND JUST WEST OF
 EO0206'THE POINT WHERE THE RIGHT-OF-WAY NARROWS.  A STANDARD CAP, STAMPED
 EO0206'ELEV. 4108.971 FT. Y 20 AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON
 EO0206'PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0705 ***********************************************************************
 BM0705  DESIGNATION -  Y 200
 BM0705  PID         -  BM0705
 BM0705  STATE/COUNTY-  TX/WILLIAMSON
 BM0705  USGS QUAD   -  LEANDER (1987)
 BM0705
 BM0705                         *CURRENT SURVEY CONTROL
 BM0705  ___________________________________________________________________
 BM0705* NAD 83(1986)-  30 30 27.     (N)    097 47 11.     (W)     SCALED    
 BM0705* NAVD 88     -       256.422  (meters)     841.28   (feet)  ADJUSTED  
 BM0705  ___________________________________________________________________
 BM0705  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BM0705  DYNAMIC HT  -         256.072 (meters)     840.13  (feet)  COMP
 BM0705  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 BM0705
 BM0705  VERT ORDER  -  SECOND    CLASS 0
 BM0705
 BM0705.The horizontal coordinates were scaled from a topographic map and have
 BM0705.an estimated accuracy of +/- 6 seconds.
 BM0705
 BM0705.The orthometric height was determined by differential leveling
 BM0705.and adjusted by the National Geodetic Survey in June 1991..
 BM0705
 BM0705.The geoid height was determined by GEOID03.
 BM0705
 BM0705.The dynamic height is computed by dividing the NAVD 88
 BM0705.geopotential number by the normal gravity value computed on the
 BM0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0705.degrees latitude (g = 980.6199 gals.).
 BM0705
 BM0705.The modeled gravity was interpolated from observed gravity values.
 BM0705
 BM0705;                    North         East    Units  Estimated Accuracy
 BM0705;SPC TX C     - 3,096,010.      944,440.      MT  (+/- 180 meters Scaled)
 BM0705
 BM0705                          SUPERSEDED SURVEY CONTROL
 BM0705
 BM0705  NGVD 29 (??/??/92)  256.350  (m)          841.04   (f) ADJ UNCH    2 0
 BM0705
 BM0705.Superseded values are not recommended for survey control.
 BM0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0705.See file dsdata.txt to determine how the superseded data were derived.
 BM0705
 BM0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU164756(NAD 83)
 BM0705_MARKER: DB = BENCH MARK DISK
 BM0705_SETTING: 66 = SET IN ROCK OUTCROP
 BM0705_SP_SET: LEDGE
 BM0705_STAMPING: Y-200 1933
 BM0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0705+STABILITY: POSITION/ELEVATION WELL
 BM0705
 BM0705  HISTORY     - Date     Condition        Report By
 BM0705  HISTORY     - 1933     MONUMENTED       CGS
 BM0705  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0705
 BM0705                          STATION DESCRIPTION
 BM0705
 BM0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0705'2.0 MI E FROM CEDAR PARK.
 BM0705'ALONG TEXAS AND NEW ORLEANS RAILROAD, AT MILEPOST 24, 46 FEET EAST OF
 BM0705'CULVERT NO. 24-A, 24 FEET NORTH OF CENTER OF TRACK, IN LIMESTONE
 BM0705'LEDGE.
 BM0705
 BM0705                          STATION RECOVERY (1999)
 BM0705
 BM0705'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0143 ***********************************************************************
 BN0143  DESIGNATION -  Y 202 RESET 1939
 BN0143  PID         -  BN0143
 BN0143  STATE/COUNTY-  TX/BLANCO
 BN0143  USGS QUAD   -  HYE (1961)
 BN0143
 BN0143                         *CURRENT SURVEY CONTROL
 BN0143  ___________________________________________________________________
 BN0143* NAD 83(1986)-  30 14 32.     (N)    098 34 41.     (W)     SCALED    
 BN0143* NAVD 88     -       424.024  (meters)    1391.15   (feet)  POSTED    
 BN0143  ___________________________________________________________________
 BN0143  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BN0143  DYNAMIC HT  -         423.440 (meters)    1389.24  (feet)  COMP
 BN0143  MODELED GRAV-     979,246.7   (mgal)                       NAVD 88
 BN0143
 BN0143  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0143
 BN0143.The horizontal coordinates were scaled from a topographic map and have
 BN0143.an estimated accuracy of +/- 6 seconds.
 BN0143
 BN0143.The orthometric height was determined by differential leveling
 BN0143.and adjusted by the National Geodetic Survey in 1992..
 BN0143.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0143.rate of 0.0 thru 1.0 mm/km.
 BN0143
 BN0143.The geoid height was determined by GEOID03.
 BN0143
 BN0143.The dynamic height is computed by dividing the NAVD 88
 BN0143.geopotential number by the normal gravity value computed on the
 BN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0143.degrees latitude (g = 980.6199 gals.).
 BN0143
 BN0143.The modeled gravity was interpolated from observed gravity values.
 BN0143
 BN0143;                    North         East    Units  Estimated Accuracy
 BN0143;SPC TX C     - 3,065,140.      868,940.      MT  (+/- 180 meters Scaled)
 BN0143
 BN0143                          SUPERSEDED SURVEY CONTROL
 BN0143
 BN0143  NGVD 29 (??/??/92)  423.970  (m)         1390.97   (f) ADJ UNCH    2 0
 BN0143
 BN0143.Superseded values are not recommended for survey control.
 BN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0143.See file dsdata.txt to determine how the superseded data were derived.
 BN0143
 BN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU405457(NAD 83)
 BN0143_MARKER: DB = BENCH MARK DISK
 BN0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0143_SP_SET: BRIDGE ABUTMENT
 BN0143_STAMPING: Y 202 RESET 1939
 BN0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0143
 BN0143  HISTORY     - Date     Condition        Report By
 BN0143  HISTORY     - 1939     MONUMENTED       CGS
 BN0143  HISTORY     - 1953     GOOD             NGS
 BN0143  HISTORY     - 20060130 GOOD             USPSQD
 BN0143
 BN0143                          STATION DESCRIPTION
 BN0143
 BN0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0143'5.65 MI E FROM STONEWALL.
 BN0143'5.65 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0143'STONEWALL, 12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BN0143'TOP OF THE NORTH END OF THE EAST ABUTMENT OF A SMALL CONCRETE BRIDGE.
 BN0143
 BN0143                          STATION RECOVERY (2006)
 BN0143
 BN0143'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0143'MARK IS ON OLD HWY. 290 ROW AND IS NOW RANCH ROAD NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0288 ***********************************************************************
 AJ0288  DESIGNATION -  Y 203
 AJ0288  PID         -  AJ0288
 AJ0288  STATE/COUNTY-  TX/BROOKS
 AJ0288  USGS QUAD   -  FALFURRIAS (1963)
 AJ0288
 AJ0288                         *CURRENT SURVEY CONTROL
 AJ0288  ___________________________________________________________________
 AJ0288* NAD 83(1986)-  27 13 48.     (N)    098 10 21.     (W)     SCALED    
 AJ0288* NAVD 88     -        41.597  (meters)     136.47   (feet)  ADJUSTED  
 AJ0288  ___________________________________________________________________
 AJ0288  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AJ0288  DYNAMIC HT  -          41.531 (meters)     136.26  (feet)  COMP
 AJ0288  MODELED GRAV-     979,066.4   (mgal)                       NAVD 88
 AJ0288
 AJ0288  VERT ORDER  -  SECOND    CLASS 0
 AJ0288
 AJ0288.The horizontal coordinates were scaled from a topographic map and have
 AJ0288.an estimated accuracy of +/- 6 seconds.
 AJ0288
 AJ0288.The orthometric height was determined by differential leveling
 AJ0288.and adjusted by the National Geodetic Survey in June 1991..
 AJ0288
 AJ0288.The geoid height was determined by GEOID03.
 AJ0288
 AJ0288.The dynamic height is computed by dividing the NAVD 88
 AJ0288.geopotential number by the normal gravity value computed on the
 AJ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0288.degrees latitude (g = 980.6199 gals.).
 AJ0288
 AJ0288.The modeled gravity was interpolated from observed gravity values.
 AJ0288
 AJ0288;                    North         East    Units  Estimated Accuracy
 AJ0288;SPC TX S     - 5,173,250.      332,440.      MT  (+/- 180 meters Scaled)
 AJ0288
 AJ0288                          SUPERSEDED SURVEY CONTROL
 AJ0288
 AJ0288  NGVD 29 (??/??/92)   41.694  (m)          136.79   (f) ADJ UNCH    2 0
 AJ0288
 AJ0288.Superseded values are not recommended for survey control.
 AJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0288.See file dsdata.txt to determine how the superseded data were derived.
 AJ0288
 AJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR819121(NAD 83)
 AJ0288_MARKER: DB = BENCH MARK DISK
 AJ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0288_STAMPING: Y-203 1934
 AJ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0288+STABILITY: SURFACE MOTION
 AJ0288
 AJ0288  HISTORY     - Date     Condition        Report By
 AJ0288  HISTORY     - 1934     MONUMENTED       CGS
 AJ0288  HISTORY     - 1963     GOOD             USGS
 AJ0288
 AJ0288                          STATION DESCRIPTION
 AJ0288
 AJ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AJ0288'1.8 MI W FROM FALFURRIAS.
 AJ0288'ABOUT 1.8 W OF AND ALONG THE FALFURRIAS-HEBBRONVILLE ROAD.  AT A RIGHT
 AJ0288'ANGLE TURN IN THE ROAD, 53 FT. N. OF CENTER-LINE OF AN E AND W ROAD.
 AJ0288'32 FT. E OF A N AND S ROAD.  19 FT. N OF THE EAST-WEST R/W FENCE AND 2
 AJ0288'FT. E OF THE NORTH-SOUTH R/W FENCE.
 AJ0288
 AJ0288                          STATION RECOVERY (1963)
 AJ0288
 AJ0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0012 ***********************************************************************
 BM0012  DESIGNATION -  Y 204
 BM0012  PID         -  BM0012
 BM0012  STATE/COUNTY-  TX/MADISON
 BM0012  USGS QUAD   -  NORTH ZULCH (1989)
 BM0012
 BM0012                         *CURRENT SURVEY CONTROL
 BM0012  ___________________________________________________________________
 BM0012* NAD 83(1986)-  30 55 08.     (N)    096 02 35.     (W)     SCALED    
 BM0012* NAVD 88     -        96.59   (+/-2cm)     316.9    (feet)  VERTCON   
 BM0012  ___________________________________________________________________
 BM0012  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BM0012
 BM0012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0012
 BM0012.The horizontal coordinates were scaled from a topographic map and have
 BM0012.an estimated accuracy of +/- 6 seconds.
 BM0012
 BM0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0012.The vertical order pertains to the NGVD 29 superseded value.
 BM0012
 BM0012.The geoid height was determined by GEOID03.
 BM0012
 BM0012;                    North         East    Units  Estimated Accuracy
 BM0012;SPC TX C     - 3,146,720.    1,109,940.      MT  (+/- 180 meters Scaled)
 BM0012
 BM0012                          SUPERSEDED SURVEY CONTROL
 BM0012
 BM0012  NGVD 29 (??/??/92)   96.577  (m)          316.85   (f) ADJ UNCH    2 0
 BM0012
 BM0012.Superseded values are not recommended for survey control.
 BM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0012.See file dsdata.txt to determine how the superseded data were derived.
 BM0012
 BM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV825243(NAD 83)
 BM0012_MARKER: DB = BENCH MARK DISK
 BM0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0012_STAMPING: Y 204 1933 316.860
 BM0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0012+STABILITY: SURFACE MOTION
 BM0012
 BM0012  HISTORY     - Date     Condition        Report By
 BM0012  HISTORY     - 1933     MONUMENTED       CGS
 BM0012  HISTORY     - 1959     GOOD             NGS
 BM0012  HISTORY     - 1965     MARK NOT FOUND   USGS
 BM0012
 BM0012                          STATION DESCRIPTION
 BM0012
 BM0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BM0012'4.2 MI E FROM NORTH ZULCH.
 BM0012'THIS MARK IS ABOUT 4.2 MILES EAST ALONG STATE HIGHWAY NO. 21, FROM
 BM0012'NORTH ZULCH, MADISON COUNTY, ABOUT 52 FEET SOUTH OF THE CENTERLINE OF
 BM0012'THE HIGHWAY, IN THE SOUTH RIGHT-OF-WAY LINE, 18 INCHES WEST OF A
 BM0012'CORNER POST AND 21 FEET NORTHEAST OF A LARGE GATE POST WHICH IS AT THE
 BM0012'NORTHEAST END OF A BOARD GATE ENTERING AN OLD FARMYARD.  IT IS ABOUT
 BM0012'60 FEET NORTHEAST OF THE OLD FARM HOUSE.  A STANDARD DISK STAMPED Y
 BM0012'204 1933 316.860 IN A CONCRETE POST WHICH IS ABOUT FLUSH WITH THE
 BM0012'SURFACE OF THE GROUND.
 BM0012
 BM0012                          STATION RECOVERY (1965)
 BM0012
 BM0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BM0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0077 ***********************************************************************
 BM0077  DESIGNATION -  Y 206
 BM0077  PID         -  BM0077
 BM0077  STATE/COUNTY-  TX/WALLER
 BM0077  USGS QUAD   -  HOWTH (1979)
 BM0077
 BM0077                         *CURRENT SURVEY CONTROL
 BM0077  ___________________________________________________________________
 BM0077* NAD 83(1986)-  30 12 11.     (N)    096 04 20.     (W)     SCALED    
 BM0077* NAVD 88     -        61.60   (+/-2cm)     202.1    (feet)  VERTCON   
 BM0077  ___________________________________________________________________
 BM0077  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BM0077
 BM0077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0077
 BM0077.The horizontal coordinates were scaled from a topographic map and have
 BM0077.an estimated accuracy of +/- 6 seconds.
 BM0077
 BM0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0077.The vertical order pertains to the NGVD 29 superseded value.
 BM0077
 BM0077.The geoid height was determined by GEOID03.
 BM0077
 BM0077;                    North         East    Units  Estimated Accuracy
 BM0077;SPC TXSC     - 4,266,170.      881,880.      MT  (+/- 180 meters Scaled)
 BM0077
 BM0077                          SUPERSEDED SURVEY CONTROL
 BM0077
 BM0077  NGVD 29 (??/??/92)   61.588  (m)          202.06   (f) ADJ UNCH    2 0
 BM0077
 BM0077.Superseded values are not recommended for survey control.
 BM0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0077.See file dsdata.txt to determine how the superseded data were derived.
 BM0077
 BM0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU818449(NAD 83)
 BM0077_MARKER: DB = BENCH MARK DISK
 BM0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0077_SP_SET: ABUTMENT
 BM0077_STAMPING: Y-206 1934
 BM0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0077
 BM0077  HISTORY     - Date     Condition        Report By
 BM0077  HISTORY     - 1934     MONUMENTED       CGS
 BM0077  HISTORY     - 1954     GOOD             NGS
 BM0077  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0077
 BM0077                          STATION DESCRIPTION
 BM0077
 BM0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0077'2.7 MI N FROM HOWTH.
 BM0077'2.7 MILES NORTH OF, ALONG TEXAS AND NEW ORLEANS RAILROAD AT STEEL
 BM0077'GIRDER RAILROAD BRIDGE NO. 58A, SET HORIZONTAL ON TOP OF EAST END OF
 BM0077'SOUTH CONCRETE ABUTMENT.
 BM0077
 BM0077                          STATION RECOVERY (1954)
 BM0077
 BM0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0077'RECOVERED IN GOOD CONDITION.
 BM0077
 BM0077                          STATION RECOVERY (1991)
 BM0077
 BM0077'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0223 ***********************************************************************
 BM0223  DESIGNATION -  Y 207
 BM0223  PID         -  BM0223
 BM0223  STATE/COUNTY-  TX/BURLESON
 BM0223  USGS QUAD   -  LYONS (1989)
 BM0223
 BM0223                         *CURRENT SURVEY CONTROL
 BM0223  ___________________________________________________________________
 BM0223* NAD 83(1986)-  30 23 08.     (N)    096 33 43.     (W)     SCALED    
 BM0223* NAVD 88     -       104.05   (+/-2cm)     341.4    (feet)  VERTCON   
 BM0223  ___________________________________________________________________
 BM0223  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BM0223
 BM0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0223
 BM0223.The horizontal coordinates were scaled from a topographic map and have
 BM0223.an estimated accuracy of +/- 6 seconds.
 BM0223
 BM0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0223.The vertical order pertains to the NGVD 29 superseded value.
 BM0223
 BM0223.The geoid height was determined by GEOID03.
 BM0223
 BM0223;                    North         East    Units  Estimated Accuracy
 BM0223;SPC TX C     - 3,085,840.    1,062,380.      MT  (+/- 180 meters Scaled)
 BM0223
 BM0223                          SUPERSEDED SURVEY CONTROL
 BM0223
 BM0223  NGVD 29 (??/??/92)  104.012  (m)          341.25   (f) ADJ UNCH    2 0
 BM0223
 BM0223.Superseded values are not recommended for survey control.
 BM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0223.See file dsdata.txt to determine how the superseded data were derived.
 BM0223
 BM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU342640(NAD 83)
 BM0223_MARKER: DB = BENCH MARK DISK
 BM0223_SETTING: 0 = UNSPECIFIED SETTING
 BM0223_STAMPING: Y 207 1934
 BM0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0223
 BM0223  HISTORY     - Date     Condition        Report By
 BM0223  HISTORY     - 1934     MONUMENTED       CGS
 BM0223  HISTORY     - 1958     GOOD             NGS
 BM0223  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BM0223  HISTORY     - 19940820 POOR             USPSQD
 BM0223
 BM0223                          STATION DESCRIPTION
 BM0223
 BM0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BM0223'IN LYONS.
 BM0223'BURLESON COUNTY, ON THE GULF, COLORADO AND SANTA FE RAILWAY, 0.25 MILE
 BM0223'SOUTHEAST OF MILEPOST 145, 44 FEET WEST OF CENTERLINE OF THE TRACK,
 BM0223'660 FEET NORTHWEST OF R.R. CROSSING OF FARM ROAD 60, AND 107 FEET EAST
 BM0223'OF CENTERLINE OF STATE HIGHWAY 36 AND IN LINE WITH TELEGRAPH POLES.
 BM0223
 BM0223                          STATION RECOVERY (1991)
 BM0223
 BM0223'RECOVERY NOTE BY US POWER SQUADRON 1991 (TLT)
 BM0223'MARK NOT FOUND.
 BM0223
 BM0223                          STATION RECOVERY (1994)
 BM0223
 BM0223'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0223'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0200 ***********************************************************************
 AX0200  DESIGNATION -  Y 208
 AX0200  PID         -  AX0200
 AX0200  STATE/COUNTY-  TX/AUSTIN
 AX0200  USGS QUAD   -  BELLVILLE (1981)
 AX0200
 AX0200                         *CURRENT SURVEY CONTROL
 AX0200  ___________________________________________________________________
 AX0200* NAD 83(1986)-  29 57 01.     (N)    096 15 31.     (W)     SCALED    
 AX0200* NAVD 88     -        85.93   (+/-2cm)     281.9    (feet)  VERTCON   
 AX0200  ___________________________________________________________________
 AX0200  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0200
 AX0200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0200
 AX0200.The horizontal coordinates were scaled from a topographic map and have
 AX0200.an estimated accuracy of +/- 6 seconds.
 AX0200
 AX0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0200.The vertical order pertains to the NGVD 29 superseded value.
 AX0200
 AX0200.The geoid height was determined by GEOID03.
 AX0200
 AX0200;                    North         East    Units  Estimated Accuracy
 AX0200;SPC TXSC     - 4,237,720.      864,590.      MT  (+/- 180 meters Scaled)
 AX0200
 AX0200                          SUPERSEDED SURVEY CONTROL
 AX0200
 AX0200  NGVD 29 (??/??/92)   85.904  (m)          281.84   (f) ADJ UNCH    2 0
 AX0200
 AX0200.Superseded values are not recommended for survey control.
 AX0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0200.See file dsdata.txt to determine how the superseded data were derived.
 AX0200
 AX0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU645164(NAD 83)
 AX0200_MARKER: DB = BENCH MARK DISK
 AX0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0200_SP_SET: FOUNDATION
 AX0200_STAMPING: Y 208 1933 281.929
 AX0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0200
 AX0200  HISTORY     - Date     Condition        Report By
 AX0200  HISTORY     - 1933     MONUMENTED       CGS
 AX0200  HISTORY     - 1954     GOOD             NGS
 AX0200  HISTORY     - 1957     GOOD             NGS
 AX0200  HISTORY     - 1988     GOOD             USPSQD
 AX0200  HISTORY     - 19991023 GOOD             USPSQD
 AX0200
 AX0200                          STATION DESCRIPTION
 AX0200
 AX0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0200'IN BELLVILLE.
 AX0200'AT BELLVILLE, 0.9 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 AX0200'CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF THE CITY WATER TOWER.
 AX0200
 AX0200                          STATION RECOVERY (1957)
 AX0200
 AX0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AX0200'RECOVERED IN GOOD CONDITION.
 AX0200
 AX0200                          STATION RECOVERY (1988)
 AX0200
 AX0200'RECOVERY NOTE BY US POWER SQUADRON 1988 (GPH)
 AX0200'RECOVERED IN GOOD CONDITION.
 AX0200
 AX0200                          STATION RECOVERY (1999)
 AX0200
 AX0200'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1626 ***********************************************************************
 AX1626  DESIGNATION -  Y 209
 AX1626  PID         -  AX1626
 AX1626  STATE/COUNTY-  TX/LAVACA
 AX1626  USGS QUAD   -  SWEET HOME (1987)
 AX1626
 AX1626                         *CURRENT SURVEY CONTROL
 AX1626  ___________________________________________________________________
 AX1626* NAD 83(1986)-  29 22 15.     (N)    097 01 11.     (W)     SCALED    
 AX1626* NAVD 88     -        72.09   (+/-2cm)     236.5    (feet)  VERTCON   
 AX1626  ___________________________________________________________________
 AX1626  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1626
 AX1626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1626
 AX1626.The horizontal coordinates were scaled from a topographic map and have
 AX1626.an estimated accuracy of +/- 6 seconds.
 AX1626
 AX1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1626.The vertical order pertains to the NGVD 29 superseded value.
 AX1626
 AX1626.The geoid height was determined by GEOID03.
 AX1626
 AX1626;                    North         East    Units  Estimated Accuracy
 AX1626;SPC TXSC     - 4,172,020.      792,230.      MT  (+/- 180 meters Scaled)
 AX1626
 AX1626                          SUPERSEDED SURVEY CONTROL
 AX1626
 AX1626  NGVD 29 (??/??/92)   72.084  (m)          236.50   (f) ADJ UNCH    2 0
 AX1626
 AX1626.Superseded values are not recommended for survey control.
 AX1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1626.See file dsdata.txt to determine how the superseded data were derived.
 AX1626
 AX1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT922507(NAD 83)
 AX1626_MARKER: DB = BENCH MARK DISK
 AX1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1626_STAMPING: Y 209 1934 236.630
 AX1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1626+STABILITY: SURFACE MOTION
 AX1626
 AX1626  HISTORY     - Date     Condition        Report By
 AX1626  HISTORY     - 1934     MONUMENTED       CGS
 AX1626  HISTORY     - 1943     GOOD             NGS
 AX1626
 AX1626                          STATION DESCRIPTION
 AX1626
 AX1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1626'3.8 MI NE FROM SWEET HOME.
 AX1626'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1626'STATION AT SWEET HOME-- PROCEED 3.8 MILES NORTHEASTERLY ALONG THE
 AX1626'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 100.0 FEET
 AX1626'SOUTHWEST OF THE SECOND POLE (ABOUT 0.1 MILE) SOUTHWEST OF MILEPOST
 AX1626'108, AND 42.0 FEET NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AX1626'CENTERLINE OF TRACK.  IT IS 36.0 FEET NORTHEAST OF THE CENTERLINE OF A
 AX1626'DIRT ROAD CROSSING THE TRACK, 30.0 FEET SOUTHEAST OF THE CENTERLINE OF
 AX1626'A DIRT ROAD PARALLELING THE TRACK, AND 3.0 FEET SOUTHWEST OF A
 AX1626'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.  A DISK SET
 AX1626'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1627 ***********************************************************************
 AX1627  DESIGNATION -  Y 209 RESET 1961
 AX1627  PID         -  AX1627
 AX1627  STATE/COUNTY-  TX/LAVACA
 AX1627  USGS QUAD   -  SWEET HOME (1987)
 AX1627
 AX1627                         *CURRENT SURVEY CONTROL
 AX1627  ___________________________________________________________________
 AX1627* NAD 83(1986)-  29 22 15.     (N)    097 01 11.     (W)     SCALED    
 AX1627* NAVD 88     -        72.09   (+/-2cm)     236.5    (feet)  VERTCON   
 AX1627  ___________________________________________________________________
 AX1627  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1627
 AX1627  VERT ORDER  -  THIRD (See Below)
 AX1627
 AX1627.The horizontal coordinates were scaled from a topographic map and have
 AX1627.an estimated accuracy of +/- 6 seconds.
 AX1627
 AX1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1627.The vertical order pertains to the NGVD 29 superseded value.
 AX1627
 AX1627.The geoid height was determined by GEOID03.
 AX1627
 AX1627;                    North         East    Units  Estimated Accuracy
 AX1627;SPC TXSC     - 4,172,020.      792,230.      MT  (+/- 180 meters Scaled)
 AX1627
 AX1627                          SUPERSEDED SURVEY CONTROL
 AX1627
 AX1627  NGVD 29 (01/29/03)   72.08   (m)          236.5    (f) RESET       3  
 AX1627
 AX1627.Superseded values are not recommended for survey control.
 AX1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1627.See file dsdata.txt to determine how the superseded data were derived.
 AX1627
 AX1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT922507(NAD 83)
 AX1627_MARKER: DB = BENCH MARK DISK
 AX1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1627_STAMPING: Y 209 RESET 1961
 AX1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1627+STABILITY: SURFACE MOTION
 AX1627
 AX1627  HISTORY     - Date     Condition        Report By
 AX1627  HISTORY     - 1961     MONUMENTED       TXHD
 AX1627  HISTORY     - 1961     GOOD             NGS
 AX1627  HISTORY     - 1972     GOOD             NGS
 AX1627
 AX1627                          STATION DESCRIPTION
 AX1627
 AX1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1627'4.6 MI NE FROM SWEET HOME.
 AX1627'TO REACH FROM CROSSROADS IN SWEET HOME, GO SOUTHEAST ON SURFACED ROAD
 AX1627'0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT GO EASTERLY ON GRAVEL ROAD 1.9
 AX1627'MILES TO SIDE ROAD LEFT, TURN LEFT 0.1 MILE TO A SIDE ROAD RIGHT, KEEP
 AX1627'STRAIGHT AHEAD 1.0 MILE TO A SIDE ROAD ON RIGHT, TURN RIGHT, NORTHEAST
 AX1627'ALONG OLD RAILROAD BED, GO 1.4 MILES TO BENCH MARK ON THE RIGHT. 40
 AX1627'FEET NORTH OF A SIDE ROAD LEADING EAST, 30 FEET EAST OF THE SWEET
 AX1627'HOMEMONT ROAD, 10 FEET EAST OF FENCE CORNER AND 1 FOOT EAST OF A METAL
 AX1627'WITNESS POST.  A STANDARD DISK STAMPED Y 209 RESET 1961, SET IN A 6 X
 AX1627'6 IN. CONCRETE POST, PROJECTING 1 FOOT.
 AX1627
 AX1627                          STATION RECOVERY (1972)
 AX1627
 AX1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX1627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0157 ***********************************************************************
 CB0157  DESIGNATION -  Y 210 RESET 1939
 CB0157  PID         -  CB0157
 CB0157  STATE/COUNTY-  TX/SCHLEICHER
 CB0157  USGS QUAD   -  HULLDALE (1987)
 CB0157
 CB0157                         *CURRENT SURVEY CONTROL
 CB0157  ___________________________________________________________________
 CB0157* NAD 83(1986)-  31 01 09.     (N)    100 32 40.     (W)     SCALED    
 CB0157* NAVD 88     -       671.47   (+/-2cm)    2203.0    (feet)  VERTCON   
 CB0157  ___________________________________________________________________
 CB0157  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 CB0157
 CB0157  VERT ORDER  -  THIRD (See Below)
 CB0157
 CB0157.The horizontal coordinates were scaled from a topographic map and have
 CB0157.an estimated accuracy of +/- 6 seconds.
 CB0157
 CB0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0157.The vertical order pertains to the NGVD 29 superseded value.
 CB0157
 CB0157.The geoid height was determined by GEOID03.
 CB0157
 CB0157;                    North         East    Units  Estimated Accuracy
 CB0157;SPC TX C     - 3,149,950.      679,840.      MT  (+/- 180 meters Scaled)
 CB0157
 CB0157                          SUPERSEDED SURVEY CONTROL
 CB0157
 CB0157  NGVD 29 (??/??/??)  671.28   (m)         2202.4    (f) RESET       3  
 CB0157
 CB0157.Superseded values are not recommended for survey control.
 CB0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0157.See file dsdata.txt to determine how the superseded data were derived.
 CB0157
 CB0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV525327(NAD 83)
 CB0157_MARKER: DB = BENCH MARK DISK
 CB0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0157_STAMPING: Y 210 RESET 1939
 CB0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0157+STABILITY: SURFACE MOTION
 CB0157
 CB0157  HISTORY     - Date     Condition        Report By
 CB0157  HISTORY     - 1939     MONUMENTED       TXHD
 CB0157  HISTORY     - 1940     GOOD             NGS
 CB0157
 CB0157                          STATION DESCRIPTION
 CB0157
 CB0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CB0157'11.9 MI N FROM ELDORADO.
 CB0157'11.9 MILES NORTH ALONG U. S. HIGHWAY 277 FROM ELDORADO, 47 FEET WEST
 CB0157'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 CB0157'FENCE.  A STANDARD DISK STAMPED Y 210 RESET 1939 AND SET IN THE TOP OF
 CB0157'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0046 ***********************************************************************
 CB0046  DESIGNATION -  Y 211 RESET 2 1959
 CB0046  PID         -  CB0046
 CB0046  STATE/COUNTY-  TX/RUNNELS
 CB0046  USGS QUAD   -  MILES (1984)
 CB0046
 CB0046                         *CURRENT SURVEY CONTROL
 CB0046  ___________________________________________________________________
 CB0046* NAD 83(1986)-  31 36 27.     (N)    100 09 02.     (W)     SCALED    
 CB0046* NAVD 88     -       544.68   (+/-2cm)    1787.0    (feet)  VERTCON   
 CB0046  ___________________________________________________________________
 CB0046  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CB0046
 CB0046  VERT ORDER  -  THIRD (See Below)
 CB0046
 CB0046.The horizontal coordinates were scaled from a topographic map and have
 CB0046.an estimated accuracy of +/- 6 seconds.
 CB0046
 CB0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0046.The vertical order pertains to the NGVD 29 superseded value.
 CB0046
 CB0046.The geoid height was determined by GEOID03.
 CB0046
 CB0046;                    North         East    Units  Estimated Accuracy
 CB0046;SPC TX C     - 3,215,170.      717,340.      MT  (+/- 180 meters Scaled)
 CB0046
 CB0046                          SUPERSEDED SURVEY CONTROL
 CB0046
 CB0046  NGVD 29 (??/??/??)  544.54   (m)         1786.5    (f) RESET       3  
 CB0046
 CB0046.Superseded values are not recommended for survey control.
 CB0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0046.See file dsdata.txt to determine how the superseded data were derived.
 CB0046
 CB0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV908975(NAD 83)
 CB0046_MARKER: DB = BENCH MARK DISK
 CB0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0046_STAMPING: Y 211 RESET 2 1959
 CB0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0046+STABILITY: SURFACE MOTION
 CB0046
 CB0046  HISTORY     - Date     Condition        Report By
 CB0046  HISTORY     - 1959     MONUMENTED       CGS
 CB0046
 CB0046                          STATION DESCRIPTION
 CB0046
 CB0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CB0046'2.0 MI NE FROM MILES.
 CB0046'ABOUT 2.0 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 67 AND THE G.C. AND
 CB0046'S.F. RAILWAY FROM THE MAIN INTERSECTION IN MILES, TEXAS.  IT IS 0.2
 CB0046'MILE SOUTHWEST OF RAILROAD MILE-POST NO. 52, ABOUT 75 YARDS WEST OF A
 CB0046'RAILROAD BRIDGE, 125 YARDS WEST OF A HIGHWAY CULVERT, IN THE POLE
 CB0046'LINE, 5 FEET NORTHEAST OF A TELEGRAPH POLE AND 33 FEET SOUTH OF THE
 CB0046'CENTERLINE OF THE TRACKS IN THE APPROXIMATE RIGHT-OF-WAY LINE BETWEEN
 CB0046'THE RAILROAD AND THE HIGHWAY.  A STANDARD DISK STAMPED Y 211 RESET 2
 CB0046'1959 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES AND 3 FEET WEST OF A
 CB0046'4 X 4 POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0368 ***********************************************************************
 AX0368  DESIGNATION -  Y 212
 AX0368  PID         -  AX0368
 AX0368  STATE/COUNTY-  TX/WHARTON
 AX0368  USGS QUAD   -  BONUS (1981)
 AX0368
 AX0368                         *CURRENT SURVEY CONTROL
 AX0368  ___________________________________________________________________
 AX0368* NAD 83(1986)-  29 26 18.     (N)    096 16 16.     (W)     SCALED    
 AX0368* NAVD 88     -        45.65   (+/-2cm)     149.8    (feet)  VERTCON   
 AX0368  ___________________________________________________________________
 AX0368  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0368
 AX0368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0368
 AX0368.The horizontal coordinates were scaled from a topographic map and have
 AX0368.an estimated accuracy of +/- 6 seconds.
 AX0368
 AX0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0368.The vertical order pertains to the NGVD 29 superseded value.
 AX0368
 AX0368.The geoid height was determined by GEOID03.
 AX0368
 AX0368;                    North         East    Units  Estimated Accuracy
 AX0368;SPC TXSC     - 4,180,970.      864,710.      MT  (+/- 180 meters Scaled)
 AX0368
 AX0368                          SUPERSEDED SURVEY CONTROL
 AX0368
 AX0368  NGVD 29 (??/??/92)   45.645  (m)          149.75   (f) ADJ UNCH    2 0
 AX0368
 AX0368.Superseded values are not recommended for survey control.
 AX0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0368.See file dsdata.txt to determine how the superseded data were derived.
 AX0368
 AX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT647596(NAD 83)
 AX0368_MARKER: DB = BENCH MARK DISK
 AX0368_SETTING: 0 = UNSPECIFIED SETTING
 AX0368_STAMPING: Y 212 1934
 AX0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0368
 AX0368  HISTORY     - Date     Condition        Report By
 AX0368  HISTORY     - 1934     MONUMENTED       CGS
 AX0368  HISTORY     - 1943     GOOD             NGS
 AX0368
 AX0368                          STATION DESCRIPTION
 AX0368
 AX0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0368'3.3 MI NW FROM EGYPT.
 AX0368'3.3 MILES NORTHWEST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD.
 AX0368'1.0 MILE SOUTHWEST OF BONUS, 600 FEET SOUTHWEST OF MILE POST 29, 45
 AX0368'FEET WEST OF CENTER OF TRACK, 20 FEET WEST OF GATE.  STAMPED Y 212
 AX0368'1934.  NOTE-- 1 FOOT SOUTH OF REFERENCE POST.
 AX0368
 AX0368                          STATION RECOVERY (1943)
 AX0368
 AX0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AX0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0674 ***********************************************************************
 CT0674  DESIGNATION -  Y 212 RESET 1949
 CT0674  PID         -  CT0674
 CT0674  STATE/COUNTY-  TX/TAYLOR
 CT0674  USGS QUAD   -  TUSCOLA (1967)
 CT0674
 CT0674                         *CURRENT SURVEY CONTROL
 CT0674  ___________________________________________________________________
 CT0674* NAD 83(1986)-  32 09 14.     (N)    099 50 06.     (W)     SCALED    
 CT0674* NAVD 88     -       638.415  (meters)    2094.53   (feet)  ADJUSTED  
 CT0674  ___________________________________________________________________
 CT0674  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CT0674  DYNAMIC HT  -         637.582 (meters)    2091.80  (feet)  COMP
 CT0674  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 CT0674
 CT0674  VERT ORDER  -  SECOND    CLASS 0
 CT0674
 CT0674.The horizontal coordinates were scaled from a topographic map and have
 CT0674.an estimated accuracy of +/- 6 seconds.
 CT0674
 CT0674.The orthometric height was determined by differential leveling
 CT0674.and adjusted by the National Geodetic Survey in June 1991..
 CT0674
 CT0674.The geoid height was determined by GEOID03.
 CT0674
 CT0674.The dynamic height is computed by dividing the NAVD 88
 CT0674.geopotential number by the normal gravity value computed on the
 CT0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0674.degrees latitude (g = 980.6199 gals.).
 CT0674
 CT0674.The modeled gravity was interpolated from observed gravity values.
 CT0674
 CT0674;                    North         East    Units  Estimated Accuracy
 CT0674;SPC TXNC     - 2,054,830.      474,070.      MT  (+/- 180 meters Scaled)
 CT0674
 CT0674                          SUPERSEDED SURVEY CONTROL
 CT0674
 CT0674  NGVD 29 (??/??/92)  638.271  (m)         2094.06   (f) ADJ UNCH    2 0
 CT0674
 CT0674.Superseded values are not recommended for survey control.
 CT0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0674.See file dsdata.txt to determine how the superseded data were derived.
 CT0674
 CT0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA212577(NAD 83)
 CT0674_MARKER: DB = BENCH MARK DISK
 CT0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0674_STAMPING: Y 212 RESET 1949
 CT0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0674+STABILITY: SURFACE MOTION
 CT0674
 CT0674  HISTORY     - Date     Condition        Report By
 CT0674  HISTORY     - 1949     MONUMENTED       CGS
 CT0674  HISTORY     - 1967     GOOD             USGS
 CT0674  HISTORY     - 1982     GOOD             NGS
 CT0674  HISTORY     - 19940708 MARK NOT FOUND   USPSQD
 CT0674
 CT0674                          STATION DESCRIPTION
 CT0674
 CT0674'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CT0674'2.1 MI S FROM OVALO.
 CT0674'2.1 MILES S ALONG THE ABILENE AND SOUTHERN RR FROM OVALO, 300 FT S OF
 CT0674'MILEPOST 22, 120 FT NE OF THE CENTER OF A CROSSING, 25 FT SE OF THE
 CT0674'EAST RAIL, 3 FT ABOVE THE LEVEL OF THE RAILROAD, 2 FT W OF A METAL
 CT0674'WITNESS POST, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES
 CT0674'ABOVE GROUND.
 CT0674
 CT0674                          STATION RECOVERY (1982)
 CT0674
 CT0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0674'ADD: 0.3 M (1.0 FT) SW OF A WITNESS POST.
 CT0674
 CT0674                          STATION RECOVERY (1994)
 CT0674
 CT0674'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1342 ***********************************************************************
 AY1342  DESIGNATION -  Y 213
 AY1342  PID         -  AY1342
 AY1342  STATE/COUNTY-  TX/UVALDE
 AY1342  USGS QUAD   -  TRIO (1969)
 AY1342
 AY1342                         *CURRENT SURVEY CONTROL
 AY1342  ___________________________________________________________________
 AY1342* NAD 83(1986)-  29 25 14.     (N)    099 37 15.     (W)     SCALED    
 AY1342* NAVD 88     -       336.900  (meters)    1105.31   (feet)  POSTED    
 AY1342  ___________________________________________________________________
 AY1342  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AY1342  DYNAMIC HT  -         336.410 (meters)    1103.71  (feet)  COMP
 AY1342  MODELED GRAV-     979,166.8   (mgal)                       NAVD 88
 AY1342
 AY1342  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1342
 AY1342.The horizontal coordinates were scaled from a topographic map and have
 AY1342.an estimated accuracy of +/- 6 seconds.
 AY1342
 AY1342.The orthometric height was determined by differential leveling
 AY1342.and adjusted by the National Geodetic Survey in 1992..
 AY1342.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1342.rate of 1.1 thru 2.0 mm/km.
 AY1342
 AY1342.The geoid height was determined by GEOID03.
 AY1342
 AY1342.The dynamic height is computed by dividing the NAVD 88
 AY1342.geopotential number by the normal gravity value computed on the
 AY1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1342.degrees latitude (g = 980.6199 gals.).
 AY1342
 AY1342.The modeled gravity was interpolated from observed gravity values.
 AY1342
 AY1342;                    North         East    Units  Estimated Accuracy
 AY1342;SPC TXSC     - 4,176,070.      539,760.      MT  (+/- 180 meters Scaled)
 AY1342
 AY1342                          SUPERSEDED SURVEY CONTROL
 AY1342
 AY1342  NGVD 29 (??/??/92)  336.810  (m)         1105.02   (f) ADJ UNCH    2 0
 AY1342
 AY1342.Superseded values are not recommended for survey control.
 AY1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1342.See file dsdata.txt to determine how the superseded data were derived.
 AY1342
 AY1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT397547(NAD 83)
 AY1342_MARKER: DB = BENCH MARK DISK
 AY1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1342_STAMPING: Y 213 1934
 AY1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1342+STABILITY: SURFACE MOTION
 AY1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1342+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 AY1342
 AY1342  HISTORY     - Date     Condition        Report By
 AY1342  HISTORY     - 1934     MONUMENTED       CGS
 AY1342  HISTORY     - 1953     GOOD             NGS
 AY1342  HISTORY     - 1989     GOOD             USPSQD
 AY1342  HISTORY     - 20040729 GOOD             USPSQD
 AY1342
 AY1342                          STATION DESCRIPTION
 AY1342
 AY1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1342'8.6 MI SE FROM CONCAN.
 AY1342'8.6 MILES SOUTHEAST ALONG STATE HIGHWAY 127 FROM ITS JUNCTION WITH
 AY1342'U.S. HIGHWAY 83 AT CONCAN, 150 FEET SOUTH OF THE CENTER LINE OF THE
 AY1342'HIGHWAY, 137 FEET WEST OF THE CENTER LINE OF FARM ROAD 1049, 24 FEET
 AY1342'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 79 FEET WEST
 AY1342'OF A FENCE CORNER, 4.6 FEET SOUTH OF A FENCE, 0.7 FOOT WEST OF A
 AY1342'FENCE, 1 FOOT SOUTH OF A WITNESS POST, 2.05 MILES WEST OF BENCH MARK X
 AY1342'213, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AY1342'THE GROUND.
 AY1342
 AY1342                          STATION RECOVERY (1989)
 AY1342
 AY1342'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1342'RECOVERED IN GOOD CONDITION.
 AY1342
 AY1342                          STATION RECOVERY (2004)
 AY1342
 AY1342'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1450 ***********************************************************************
 AY1450  DESIGNATION -  Y 214
 AY1450  PID         -  AY1450
 AY1450  STATE/COUNTY-  TX/KERR
 AY1450  USGS QUAD   -  HILLCREST RANCH (1964)
 AY1450
 AY1450                         *CURRENT SURVEY CONTROL
 AY1450  ___________________________________________________________________
 AY1450* NAD 83(1986)-  29 56 18.     (N)    099 40 01.     (W)     SCALED    
 AY1450* NAVD 88     -       715.378  (meters)    2347.04   (feet)  ADJUSTED  
 AY1450  ___________________________________________________________________
 AY1450  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 AY1450  DYNAMIC HT  -         714.316 (meters)    2343.55  (feet)  COMP
 AY1450  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 AY1450
 AY1450  VERT ORDER  -  SECOND    CLASS 0
 AY1450
 AY1450.The horizontal coordinates were scaled from a topographic map and have
 AY1450.an estimated accuracy of +/- 6 seconds.
 AY1450
 AY1450.The orthometric height was determined by differential leveling
 AY1450.and adjusted by the National Geodetic Survey in June 1991..
 AY1450
 AY1450.The geoid height was determined by GEOID03.
 AY1450
 AY1450.The dynamic height is computed by dividing the NAVD 88
 AY1450.geopotential number by the normal gravity value computed on the
 AY1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1450.degrees latitude (g = 980.6199 gals.).
 AY1450
 AY1450.The modeled gravity was interpolated from observed gravity values.
 AY1450
 AY1450;                    North         East    Units  Estimated Accuracy
 AY1450;SPC TXSC     - 4,233,480.      535,620.      MT  (+/- 180 meters Scaled)
 AY1450
 AY1450                          SUPERSEDED SURVEY CONTROL
 AY1450
 AY1450  NGVD 29 (??/??/92)  715.269  (m)         2346.68   (f) ADJ UNCH    2 0
 AY1450
 AY1450.Superseded values are not recommended for survey control.
 AY1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1450.See file dsdata.txt to determine how the superseded data were derived.
 AY1450
 AY1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU356121(NAD 83)
 AY1450_MARKER: DB = BENCH MARK DISK
 AY1450_SETTING: 66 = SET IN ROCK OUTCROP
 AY1450_SP_SET: LIMESTONE ROCK
 AY1450_STAMPING: Y-214 1934
 AY1450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1450+STABILITY: POSITION/ELEVATION WELL
 AY1450
 AY1450  HISTORY     - Date     Condition        Report By
 AY1450  HISTORY     - 1934     MONUMENTED       CGS
 AY1450  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1450
 AY1450                          STATION DESCRIPTION
 AY1450
 AY1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AY1450'23.0 MI NE FROM LEAKEY.
 AY1450'23.0 MILES NE OF AND ALONG THE LEAKEY-KERRVILLE ROAD.  11 YARDS LEFT
 AY1450'OF ROAD AND 5 YARDS OUTSIDE OF R/W FENCE.  MARK SET IN LIME-STONE
 AY1450'ROCK.  ROCKS PILED AND PAINTED.
 AY1450
 AY1450                          STATION RECOVERY (1953)
 AY1450
 AY1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0238 ***********************************************************************
 AO0238  DESIGNATION -  Y 215
 AO0238  PID         -  AO0238
 AO0238  STATE/COUNTY-  TX/DIMMIT
 AO0238  USGS QUAD   -  LAS VEGAS (1974)
 AO0238
 AO0238                         *CURRENT SURVEY CONTROL
 AO0238  ___________________________________________________________________
 AO0238* NAD 83(1986)-  28 32 14.     (N)    099 25 30.     (W)     SCALED    
 AO0238* NAVD 88     -       144.699  (meters)     474.73   (feet)  ADJUSTED  
 AO0238  ___________________________________________________________________
 AO0238  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AO0238  DYNAMIC HT  -         144.482 (meters)     474.02  (feet)  COMP
 AO0238  MODELED GRAV-     979,145.8   (mgal)                       NAVD 88
 AO0238
 AO0238  VERT ORDER  -  SECOND    CLASS 0
 AO0238
 AO0238.The horizontal coordinates were scaled from a topographic map and have
 AO0238.an estimated accuracy of +/- 6 seconds.
 AO0238
 AO0238.The orthometric height was determined by differential leveling
 AO0238.and adjusted by the National Geodetic Survey in June 1991..
 AO0238
 AO0238.The geoid height was determined by GEOID03.
 AO0238
 AO0238.The dynamic height is computed by dividing the NAVD 88
 AO0238.geopotential number by the normal gravity value computed on the
 AO0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0238.degrees latitude (g = 980.6199 gals.).
 AO0238
 AO0238.The modeled gravity was interpolated from observed gravity values.
 AO0238
 AO0238;                    North         East    Units  Estimated Accuracy
 AO0238;SPC TXSC     - 4,078,090.      558,410.      MT  (+/- 180 meters Scaled)
 AO0238
 AO0238                          SUPERSEDED SURVEY CONTROL
 AO0238
 AO0238  NGVD 29 (??/??/92)  144.617  (m)          474.46   (f) ADJ UNCH    2 0
 AO0238
 AO0238.Superseded values are not recommended for survey control.
 AO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0238.See file dsdata.txt to determine how the superseded data were derived.
 AO0238
 AO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS584567(NAD 83)
 AO0238_MARKER: DB = BENCH MARK DISK
 AO0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0238_SP_SET: MONUMENT
 AO0238_STAMPING: Y-215 1934
 AO0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0238
 AO0238  HISTORY     - Date     Condition        Report By
 AO0238  HISTORY     - 1934     MONUMENTED       CGS
 AO0238  HISTORY     - 1940     GOOD             NGS
 AO0238
 AO0238                          STATION DESCRIPTION
 AO0238
 AO0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0238'6.4 MI W FROM WOODWARD.
 AO0238'6.4 MILES W OF, AND ALONG THE S. A. U. AND G. R. R. AT K. X. SIDING.
 AO0238'38 FT. NW OF K.X. SIDING SIGN POST.  28 FT. N OF CENTER-LINE OF MAIN
 AO0238'TRACK.  5 FT. E OF MILE POST A-118.
 AO0238
 AO0238                          STATION RECOVERY (1940)
 AO0238
 AO0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0445 ***********************************************************************
 AO0445  DESIGNATION -  Y 216
 AO0445  PID         -  AO0445
 AO0445  STATE/COUNTY-  TX/ZAVALA
 AO0445  USGS QUAD   -  LA PRYOR SE (1972)
 AO0445
 AO0445                         *CURRENT SURVEY CONTROL
 AO0445  ___________________________________________________________________
 AO0445* NAD 83(1986)-  28 45 10.     (N)    099 50 47.     (W)     SCALED    
 AO0445* NAVD 88     -       194.890  (meters)     639.40   (feet)  ADJUSTED  
 AO0445  ___________________________________________________________________
 AO0445  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AO0445  DYNAMIC HT  -         194.604 (meters)     638.46  (feet)  COMP
 AO0445  MODELED GRAV-     979,170.4   (mgal)                       NAVD 88
 AO0445
 AO0445  VERT ORDER  -  SECOND    CLASS 0
 AO0445
 AO0445.The horizontal coordinates were scaled from a topographic map and have
 AO0445.an estimated accuracy of +/- 6 seconds.
 AO0445
 AO0445.The orthometric height was determined by differential leveling
 AO0445.and adjusted by the National Geodetic Survey in June 1991..
 AO0445
 AO0445.The geoid height was determined by GEOID03.
 AO0445
 AO0445.The dynamic height is computed by dividing the NAVD 88
 AO0445.geopotential number by the normal gravity value computed on the
 AO0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0445.degrees latitude (g = 980.6199 gals.).
 AO0445
 AO0445.The modeled gravity was interpolated from observed gravity values.
 AO0445
 AO0445;                    North         East    Units  Estimated Accuracy
 AO0445;SPC TXSC     - 4,102,200.      517,340.      MT  (+/- 180 meters Scaled)
 AO0445
 AO0445                          SUPERSEDED SURVEY CONTROL
 AO0445
 AO0445  NGVD 29 (??/??/92)  194.777  (m)          639.03   (f) ADJ UNCH    2 0
 AO0445
 AO0445.Superseded values are not recommended for survey control.
 AO0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0445.See file dsdata.txt to determine how the superseded data were derived.
 AO0445
 AO0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS173808(NAD 83)
 AO0445_MARKER: DB = BENCH MARK DISK
 AO0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0445_STAMPING: Y 216 1934
 AO0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0445+STABILITY: SURFACE MOTION
 AO0445
 AO0445  HISTORY     - Date     Condition        Report By
 AO0445  HISTORY     - 1934     MONUMENTED       CGS
 AO0445  HISTORY     - 1972     GOOD             USGS
 AO0445  HISTORY     - 20010517 MARK NOT FOUND   USPSQD
 AO0445
 AO0445                          STATION DESCRIPTION
 AO0445
 AO0445'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AO0445'4.9 MI N FROM CRYSTAL CITY.
 AO0445'CRYSTAL CITY, ZAVALA CO., TEXAS.  ABOUT 4.9 MILES NORTH ALONG MISSOURI
 AO0445'PACIFIC R. R. FROM STATION.  200 FEET NORTH OF MILEPOST 151, 33 FEET
 AO0445'EAST OF CENTERLINE OF TRACK AND 10 FEET EAST OF A ROW OF POLES. A
 AO0445'STANDARD DISK STAMPED Y 216 1934 AND SET IN THE TOP OF A CONCRETE
 AO0445'POST.
 AO0445
 AO0445                          STATION RECOVERY (2001)
 AO0445
 AO0445'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0133 ***********************************************************************
 BO0133  DESIGNATION -  Y 218
 BO0133  PID         -  BO0133
 BO0133  STATE/COUNTY-  TX/SUTTON
 BO0133  USGS QUAD   -  SONORA (1982)
 BO0133
 BO0133                         *CURRENT SURVEY CONTROL
 BO0133  ___________________________________________________________________
 BO0133* NAD 83(1986)-  30 35 10.     (N)    100 38 39.     (W)     SCALED    
 BO0133* NAVD 88     -       654.485  (meters)    2147.26   (feet)  ADJUSTED  
 BO0133  ___________________________________________________________________
 BO0133  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BO0133  DYNAMIC HT  -         653.525 (meters)    2144.11  (feet)  COMP
 BO0133  MODELED GRAV-     979,153.6   (mgal)                       NAVD 88
 BO0133
 BO0133  VERT ORDER  -  SECOND    CLASS 0
 BO0133
 BO0133.The horizontal coordinates were scaled from a topographic map and have
 BO0133.an estimated accuracy of +/- 6 seconds.
 BO0133
 BO0133.The orthometric height was determined by differential leveling
 BO0133.and adjusted by the National Geodetic Survey in June 1991..
 BO0133
 BO0133.The geoid height was determined by GEOID03.
 BO0133
 BO0133.The dynamic height is computed by dividing the NAVD 88
 BO0133.geopotential number by the normal gravity value computed on the
 BO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0133.degrees latitude (g = 980.6199 gals.).
 BO0133
 BO0133.The modeled gravity was interpolated from observed gravity values.
 BO0133
 BO0133;                    North         East    Units  Estimated Accuracy
 BO0133;SPC TX C     - 3,101,970.      670,190.      MT  (+/- 180 meters Scaled)
 BO0133
 BO0133                          SUPERSEDED SURVEY CONTROL
 BO0133
 BO0133  NGVD 29 (??/??/92)  654.292  (m)         2146.62   (f) ADJ UNCH    2 0
 BO0133
 BO0133.Superseded values are not recommended for survey control.
 BO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0133.See file dsdata.txt to determine how the superseded data were derived.
 BO0133
 BO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU423848(NAD 83)
 BO0133_MARKER: DB = BENCH MARK DISK
 BO0133_SETTING: 66 = SET IN ROCK OUTCROP
 BO0133_SP_SET: LEDGE
 BO0133_STAMPING: 2146.623 Y 218 1934
 BO0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0133+STABILITY: POSITION/ELEVATION WELL
 BO0133
 BO0133  HISTORY     - Date     Condition        Report By
 BO0133  HISTORY     - 1934     MONUMENTED       CGS
 BO0133
 BO0133                          STATION DESCRIPTION
 BO0133
 BO0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0133'1.1 MI N FROM SONORA.
 BO0133'1.1 MILES NORTH ALONG U.S. HIGHWAY 277 FROM SONORA, NEAR THE SOUTH END
 BO0133'OF A CURVE AROUND A HILL EAST OF THE HIGHWAY, 52 FEET WEST OF THE
 BO0133'CENTERLINE OF THE HIGHWAY, 16 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND
 BO0133'IN THE TOP OF A LIMESTONE LEDGE.  A STANDARD DISK, STAMPED 2146.623 Y
 BO0133'218 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0591 ***********************************************************************
 CD0591  DESIGNATION -  Y 22
 CD0591  PID         -  CD0591
 CD0591  STATE/COUNTY-  TX/HUDSPETH
 CD0591  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0591
 CD0591                         *CURRENT SURVEY CONTROL
 CD0591  ___________________________________________________________________
 CD0591* NAD 83(1986)-  31 04 16.     (N)    105 08 09.     (W)     SCALED    
 CD0591* NAVD 88     -      1334.737  (meters)    4379.05   (feet)  ADJUSTED  
 CD0591  ___________________________________________________________________
 CD0591  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CD0591  DYNAMIC HT  -        1332.609 (meters)    4372.07  (feet)  COMP
 CD0591  MODELED GRAV-     978,999.4   (mgal)                       NAVD 88
 CD0591
 CD0591  VERT ORDER  -  FIRST     CLASS II
 CD0591
 CD0591.The horizontal coordinates were scaled from a topographic map and have
 CD0591.an estimated accuracy of +/- 6 seconds.
 CD0591
 CD0591.The orthometric height was determined by differential leveling
 CD0591.and adjusted by the National Geodetic Survey in June 1991..
 CD0591
 CD0591.The geoid height was determined by GEOID03.
 CD0591
 CD0591.The dynamic height is computed by dividing the NAVD 88
 CD0591.geopotential number by the normal gravity value computed on the
 CD0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0591.degrees latitude (g = 980.6199 gals.).
 CD0591
 CD0591.The modeled gravity was interpolated from observed gravity values.
 CD0591
 CD0591;                    North         East    Units  Estimated Accuracy
 CD0591;SPC TX C     - 3,165,580.      241,880.      MT  (+/- 180 meters Scaled)
 CD0591
 CD0591                          SUPERSEDED SURVEY CONTROL
 CD0591
 CD0591  NGVD 29 (??/??/92) 1334.172  (m)         4377.20   (f) ADJ UNCH    1 2
 CD0591
 CD0591.Superseded values are not recommended for survey control.
 CD0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0591.See file dsdata.txt to determine how the superseded data were derived.
 CD0591
 CD0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ870374(NAD 83)
 CD0591_MARKER: DB = BENCH MARK DISK
 CD0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0591_STAMPING: Y 22 1917 ELEV. 4377.196 FT.
 CD0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0591+STABILITY: SURFACE MOTION
 CD0591
 CD0591  HISTORY     - Date     Condition        Report By
 CD0591  HISTORY     - 1917     MONUMENTED       CGS
 CD0591  HISTORY     - 1957     GOOD             NGS
 CD0591
 CD0591                          STATION DESCRIPTION
 CD0591
 CD0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CD0591'8.3 MI NW FROM HOT WELLS.
 CD0591'ABOUT 8.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0591'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 105 FEET NORTHEAST OF AND
 CD0591'ACROSS THE TRACK FROM MILEPOST 722, 41 FEET NORTH-NORTHEAST OF THE
 CD0591'NEAR RAIL, 13 RAILS WEST OF THE EAST END OF THE BOLA SIDING, 6 FEET
 CD0591'SOUTH OF A FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 CD0591'ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CD0591'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0355 ***********************************************************************
 BN0355  DESIGNATION -  Y 220
 BN0355  PID         -  BN0355
 BN0355  STATE/COUNTY-  TX/REAL
 BN0355  USGS QUAD   -  EARWOOD CREEK (1971)
 BN0355
 BN0355                         *CURRENT SURVEY CONTROL
 BN0355  ___________________________________________________________________
 BN0355* NAD 83(1986)-  30 03 10.     (N)    099 49 30.     (W)     SCALED    
 BN0355* NAVD 88     -       713.834  (meters)    2341.97   (feet)  ADJUSTED  
 BN0355  ___________________________________________________________________
 BN0355  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BN0355  DYNAMIC HT  -         712.769 (meters)    2338.48  (feet)  COMP
 BN0355  MODELED GRAV-     979,127.5   (mgal)                       NAVD 88
 BN0355
 BN0355  VERT ORDER  -  SECOND    CLASS 0
 BN0355
 BN0355.The horizontal coordinates were scaled from a topographic map and have
 BN0355.an estimated accuracy of +/- 6 seconds.
 BN0355
 BN0355.The orthometric height was determined by differential leveling
 BN0355.and adjusted by the National Geodetic Survey in June 1991..
 BN0355
 BN0355.The geoid height was determined by GEOID03.
 BN0355
 BN0355.The dynamic height is computed by dividing the NAVD 88
 BN0355.geopotential number by the normal gravity value computed on the
 BN0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0355.degrees latitude (g = 980.6199 gals.).
 BN0355
 BN0355.The modeled gravity was interpolated from observed gravity values.
 BN0355
 BN0355;                    North         East    Units  Estimated Accuracy
 BN0355;SPC TXSC     - 4,246,260.      520,450.      MT  (+/- 180 meters Scaled)
 BN0355
 BN0355                          SUPERSEDED SURVEY CONTROL
 BN0355
 BN0355  NGVD 29 (??/??/92)  713.746  (m)         2341.68   (f) ADJ UNCH    2 0
 BN0355
 BN0355.Superseded values are not recommended for survey control.
 BN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0355.See file dsdata.txt to determine how the superseded data were derived.
 BN0355
 BN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU204249(NAD 83)
 BN0355_MARKER: DB = BENCH MARK DISK
 BN0355_SETTING: 66 = SET IN ROCK OUTCROP
 BN0355_SP_SET: ROCK OUTCROP
 BN0355_STAMPING: Y-220 1934
 BN0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0355+STABILITY: POSITION/ELEVATION WELL
 BN0355
 BN0355  HISTORY     - Date     Condition        Report By
 BN0355  HISTORY     - 1934     MONUMENTED       CGS
 BN0355  HISTORY     - 1971     GOOD             USGS
 BN0355  HISTORY     - 20010730 GOOD             NGS
 BN0355
 BN0355                          STATION DESCRIPTION
 BN0355
 BN0355'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BN0355'27.0 MI NE FROM ROCKSPRINGS.
 BN0355'FROM THE JUNCTION OF HIGHWAYS U.S. 377 AND TEX. 55 AT EAST EDGE OF
 BN0355'ROCKSPRINGS PROCEED NORTH ALONG U.S. 377 FOR 7.9 MI. TO JUNCT. OF U.S.
 BN0355'377 AND TEX. 41, THENCE EAST ALONG TEX. 41 FOR 19.1 MI TO BM ON THE
 BN0355'RIGHT.  BM IS 80 FT. SOUTH OF CENTERLINE OF HIGHWAY, 123 FT. EAST OF
 BN0355'HIGHWAY AT TRACK ROAD NORTH, 28 FT. WEST OF EAST TIP OF A TIMBER STRIP
 BN0355'SOUTH OF BM.  A STANDARD CAP SET IN A BROAD FLAT ROCK OUTCROP.
 BN0355
 BN0355                          STATION RECOVERY (2001)
 BN0355
 BN0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BN0355'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0131 ***********************************************************************
 CC0131  DESIGNATION -  Y 221
 CC0131  PID         -  CC0131
 CC0131  STATE/COUNTY-  TX/UPTON
 CC0131  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0131
 CC0131                         *CURRENT SURVEY CONTROL
 CC0131  ___________________________________________________________________
 CC0131* NAD 83(1986)-  31 09 29.     (N)    102 14 56.     (W)     SCALED    
 CC0131* NAVD 88     -       760.300  (meters)    2494.42   (feet)  ADJUSTED  
 CC0131  ___________________________________________________________________
 CC0131  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CC0131  DYNAMIC HT  -         759.208 (meters)    2490.83  (feet)  COMP
 CC0131  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 CC0131
 CC0131  VERT ORDER  -  SECOND    CLASS 0
 CC0131
 CC0131.The horizontal coordinates were scaled from a topographic map and have
 CC0131.an estimated accuracy of +/- 6 seconds.
 CC0131
 CC0131.The orthometric height was determined by differential leveling
 CC0131.and adjusted by the National Geodetic Survey in June 1991..
 CC0131
 CC0131.The geoid height was determined by GEOID03.
 CC0131
 CC0131.The dynamic height is computed by dividing the NAVD 88
 CC0131.geopotential number by the normal gravity value computed on the
 CC0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0131.degrees latitude (g = 980.6199 gals.).
 CC0131
 CC0131.The modeled gravity was interpolated from observed gravity values.
 CC0131
 CC0131;                    North         East    Units  Estimated Accuracy
 CC0131;SPC TX C     - 3,166,900.      517,390.      MT  (+/- 180 meters Scaled)
 CC0131
 CC0131                          SUPERSEDED SURVEY CONTROL
 CC0131
 CC0131  NGVD 29 (??/??/92)  759.998  (m)         2493.43   (f) ADJ UNCH    2 0
 CC0131
 CC0131.Superseded values are not recommended for survey control.
 CC0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0131.See file dsdata.txt to determine how the superseded data were derived.
 CC0131
 CC0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ622503(NAD 83)
 CC0131_MARKER: DB = BENCH MARK DISK
 CC0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0131_SP_SET: CULVERT
 CC0131_STAMPING: Y-221 1934
 CC0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0131
 CC0131  HISTORY     - Date     Condition        Report By
 CC0131  HISTORY     - 1934     MONUMENTED       CGS
 CC0131  HISTORY     - 1940     GOOD             NGS
 CC0131
 CC0131                          STATION DESCRIPTION
 CC0131
 CC0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0131'2.0 MI N FROM MCCAMEY.
 CC0131'2.0 MILES N OF ALONG STATE HWY NO. 137.  SET IN CENTER OF W HEAD WALL
 CC0131'OF SIX SECTION CONCRETE BOX CULVERT.
 CC0131
 CC0131                          STATION RECOVERY (1940)
 CC0131
 CC0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CC0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0186 ***********************************************************************
 CB0186  DESIGNATION -  Y 222
 CB0186  PID         -  CB0186
 CB0186  STATE/COUNTY-  TX/IRION
 CB0186  USGS QUAD   -  MERTZON (1987)
 CB0186
 CB0186                         *CURRENT SURVEY CONTROL
 CB0186  ___________________________________________________________________
 CB0186* NAD 83(1986)-  31 19 24.     (N)    100 45 59.     (W)     SCALED    
 CB0186* NAVD 88     -       642.128  (meters)    2106.71   (feet)  ADJUSTED  
 CB0186  ___________________________________________________________________
 CB0186  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CB0186  DYNAMIC HT  -         641.234 (meters)    2103.78  (feet)  COMP
 CB0186  MODELED GRAV-     979,227.8   (mgal)                       NAVD 88
 CB0186
 CB0186  VERT ORDER  -  SECOND    CLASS 0
 CB0186
 CB0186.The horizontal coordinates were scaled from a topographic map and have
 CB0186.an estimated accuracy of +/- 6 seconds.
 CB0186
 CB0186.The orthometric height was determined by differential leveling
 CB0186.and adjusted by the National Geodetic Survey in June 1991..
 CB0186
 CB0186.The geoid height was determined by GEOID03.
 CB0186
 CB0186.The dynamic height is computed by dividing the NAVD 88
 CB0186.geopotential number by the normal gravity value computed on the
 CB0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0186.degrees latitude (g = 980.6199 gals.).
 CB0186
 CB0186.The modeled gravity was interpolated from observed gravity values.
 CB0186
 CB0186;                    North         East    Units  Estimated Accuracy
 CB0186;SPC TX C     - 3,183,730.      658,790.      MT  (+/- 180 meters Scaled)
 CB0186
 CB0186                          SUPERSEDED SURVEY CONTROL
 CB0186
 CB0186  NGVD 29 (??/??/92)  641.952  (m)         2106.14   (f) ADJ UNCH    2 0
 CB0186
 CB0186.Superseded values are not recommended for survey control.
 CB0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0186.See file dsdata.txt to determine how the superseded data were derived.
 CB0186
 CB0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV319667(NAD 83)
 CB0186_MARKER: DB = BENCH MARK DISK
 CB0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0186_STAMPING: Y-222 1934
 CB0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0186+STABILITY: SURFACE MOTION
 CB0186
 CB0186  HISTORY     - Date     Condition        Report By
 CB0186  HISTORY     - 1934     MONUMENTED       CGS
 CB0186  HISTORY     - 1972     MARK NOT FOUND   USGS
 CB0186  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0186
 CB0186                          STATION DESCRIPTION
 CB0186
 CB0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0186'6.1 MI NE FROM MERTZON.
 CB0186'6.1 MILES NE OF AND ALONG PANHANDLE AND S. F. R. R. 51 FT.  NW OF
 CB0186'CENTER OF TRACK. 49 FT SE OF CENTER OF U. S. HWY NO. 67. 9 FT. W OF
 CB0186'MILE POST 740 AND 1.5 FT. NW OF R/W FENCE.
 CB0186
 CB0186                          STATION RECOVERY (1972)
 CB0186
 CB0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CB0186'MARK NOT FOUND.
 CB0186
 CB0186                          STATION RECOVERY (1981)
 CB0186
 CB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0186'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0128 ***********************************************************************
 CC0128  DESIGNATION -  Y 224
 CC0128  PID         -  CC0128
 CC0128  STATE/COUNTY-  TX/UPTON
 CC0128  USGS QUAD   -  MC CAMEY SOUTH (1972)
 CC0128
 CC0128                         *CURRENT SURVEY CONTROL
 CC0128  ___________________________________________________________________
 CC0128* NAD 83(1986)-  31 03 26.     (N)    102 10 13.     (W)     SCALED    
 CC0128* NAVD 88     -       720.869  (meters)    2365.05   (feet)  ADJUSTED  
 CC0128  ___________________________________________________________________
 CC0128  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CC0128  DYNAMIC HT  -         719.832 (meters)    2361.65  (feet)  COMP
 CC0128  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 CC0128
 CC0128  VERT ORDER  -  SECOND    CLASS 0
 CC0128
 CC0128.The horizontal coordinates were scaled from a topographic map and have
 CC0128.an estimated accuracy of +/- 6 seconds.
 CC0128
 CC0128.The orthometric height was determined by differential leveling
 CC0128.and adjusted by the National Geodetic Survey in June 1991..
 CC0128
 CC0128.The geoid height was determined by GEOID03.
 CC0128
 CC0128.The dynamic height is computed by dividing the NAVD 88
 CC0128.geopotential number by the normal gravity value computed on the
 CC0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0128.degrees latitude (g = 980.6199 gals.).
 CC0128
 CC0128.The modeled gravity was interpolated from observed gravity values.
 CC0128
 CC0128;                    North         East    Units  Estimated Accuracy
 CC0128;SPC TX C     - 3,155,600.      524,700.      MT  (+/- 180 meters Scaled)
 CC0128
 CC0128                          SUPERSEDED SURVEY CONTROL
 CC0128
 CC0128  NGVD 29 (??/??/92)  720.616  (m)         2364.22   (f) ADJ UNCH    2 0
 CC0128
 CC0128.Superseded values are not recommended for survey control.
 CC0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0128.See file dsdata.txt to determine how the superseded data were derived.
 CC0128
 CC0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ700393(NAD 83)
 CC0128_MARKER: DB = BENCH MARK DISK
 CC0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0128_STAMPING: Y-224 1934
 CC0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0128+STABILITY: SURFACE MOTION
 CC0128
 CC0128  HISTORY     - Date     Condition        Report By
 CC0128  HISTORY     - 1934     MONUMENTED       CGS
 CC0128  HISTORY     - 1947     GOOD             NGS
 CC0128
 CC0128                          STATION DESCRIPTION
 CC0128
 CC0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0128'5.8 MI SE FROM MCCAMEY.
 CC0128'5.8 MILES SE OF AND ALONG THE MCCAMEY-IRAAN HWY.  45 FT. SW OF CENTER
 CC0128'OF HIGHWAY.  15 FT. SW OF FENCE LINE.
 CC0128
 CC0128                          STATION RECOVERY (1947)
 CC0128
 CC0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CC0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1342 ***********************************************************************
 FL1342  DESIGNATION -  Y 225
 FL1342  PID         -  FL1342
 FL1342  STATE/COUNTY-  TX/POTTER
 FL1342  USGS QUAD   -  MARSH (1953)
 FL1342
 FL1342                         *CURRENT SURVEY CONTROL
 FL1342  ___________________________________________________________________
 FL1342* NAD 83(1986)-  35 32 02.     (N)    101 55 36.     (W)     SCALED    
 FL1342* NAVD 88     -      1040.283  (meters)    3413.00   (feet)  ADJUSTED  
 FL1342  ___________________________________________________________________
 FL1342  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1342  DYNAMIC HT  -        1039.066 (meters)    3409.00  (feet)  COMP
 FL1342  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 FL1342
 FL1342  VERT ORDER  -  SECOND    CLASS 0
 FL1342
 FL1342.The horizontal coordinates were scaled from a topographic map and have
 FL1342.an estimated accuracy of +/- 6 seconds.
 FL1342
 FL1342.The orthometric height was determined by differential leveling
 FL1342.and adjusted by the National Geodetic Survey in June 1991..
 FL1342
 FL1342.The geoid height was determined by GEOID03.
 FL1342
 FL1342.The dynamic height is computed by dividing the NAVD 88
 FL1342.geopotential number by the normal gravity value computed on the
 FL1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1342.degrees latitude (g = 980.6199 gals.).
 FL1342
 FL1342.The modeled gravity was interpolated from observed gravity values.
 FL1342
 FL1342;                    North         East    Units  Estimated Accuracy
 FL1342;SPC TX N     - 1,170,250.      161,310.      MT  (+/- 180 meters Scaled)
 FL1342
 FL1342                          SUPERSEDED SURVEY CONTROL
 FL1342
 FL1342  NGVD 29 (??/??/92) 1039.759  (m)         3411.28   (f) ADJ UNCH    2 0
 FL1342
 FL1342.Superseded values are not recommended for survey control.
 FL1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1342.See file dsdata.txt to determine how the superseded data were derived.
 FL1342
 FL1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE346361(NAD 83)
 FL1342_MARKER: DB = BENCH MARK DISK
 FL1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1342_SP_SET: PIER
 FL1342_STAMPING: Y-225 1934
 FL1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1342
 FL1342  HISTORY     - Date     Condition        Report By
 FL1342  HISTORY     - 1934     MONUMENTED       CGS
 FL1342  HISTORY     - 1959     GOOD             NGS
 FL1342
 FL1342                          STATION DESCRIPTION
 FL1342
 FL1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1342'25.6 MI SE FROM DUMAS.
 FL1342'25.6 MILES SE OF AND ALONG THE S.F.R.R. AT RAILROAD VIADUCT 26C OVER
 FL1342'U.S. HIGHWAY NO. 385, ON CONCRETE PIER AT S END OF BRIDGE.  DISK IS
 FL1342'SET HORIZONTAL.  9 FT. E OF CENTER OF TRACK.  4 FT. BELOW LEVEL OF
 FL1342'TRACK.  8 IN. S OF CHISELED SQUARE.
 FL1342
 FL1342                          STATION RECOVERY (1959)
 FL1342
 FL1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FL1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1343 ***********************************************************************
 FL1343  DESIGNATION -  Y 225 RESET 1959
 FL1343  PID         -  FL1343
 FL1343  STATE/COUNTY-  TX/POTTER
 FL1343  USGS QUAD   -  MARSH (1953)
 FL1343
 FL1343                         *CURRENT SURVEY CONTROL
 FL1343  ___________________________________________________________________
 FL1343* NAD 83(1986)-  35 32 02.     (N)    101 55 36.     (W)     SCALED    
 FL1343* NAVD 88     -      1040.98   (meters)    3415.3    (feet)  RESET     
 FL1343  ___________________________________________________________________
 FL1343  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1343
 FL1343  VERT ORDER  -  THIRD
 FL1343
 FL1343.The horizontal coordinates were scaled from a topographic map and have
 FL1343.an estimated accuracy of +/- 6 seconds.
 FL1343
 FL1343.The orthometric height was computed from unverified reset data.
 FL1343
 FL1343.The geoid height was determined by GEOID03.
 FL1343
 FL1343;                    North         East    Units  Estimated Accuracy
 FL1343;SPC TX N     - 1,170,250.      161,310.      MT  (+/- 180 meters Scaled)
 FL1343
 FL1343                          SUPERSEDED SURVEY CONTROL
 FL1343
 FL1343.No superseded survey control is available for this station.
 FL1343
 FL1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE346361(NAD 83)
 FL1343_MARKER: DB = BENCH MARK DISK
 FL1343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1343_SP_SET: MONUMENT
 FL1343_STAMPING: Y 225 RESET 1959
 FL1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1343
 FL1343  HISTORY     - Date     Condition        Report By
 FL1343  HISTORY     - 1959     MONUMENTED       CGS
 FL1343
 FL1343                          STATION DESCRIPTION
 FL1343
 FL1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FL1343'23.0 MI N FROM AMARILLO.
 FL1343'ABOUT 23.0 MILES NORTH ALONG U.S. HIGHWAY NOS. 87 AND 287 FROM THE
 FL1343'JUNCTION WITH HIGHWAY NOS. 60 AND 66 IN AMARILLO IN THE VICINITY OF A
 FL1343'RAILROAD OVERPASS.  IT IS ABOUT 100 YARDS SOUTHWEST OF THE OVERPASS,
 FL1343'20 YARDS WEST, SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY POST, AND A FENCE
 FL1343'CORNER AT A GATE, 8 FEET NORTH OF A FENCE WHICH APPEARS TO BE THE
 FL1343'RIGHT-OF-WAY FENCE FOR THE RAILROAD, 4 FEET WEST OF THE TELEGRAPH POLE
 FL1343'LINE AND 2 FEET SOUTH OF A 4 X 4 POST, IN AN AREA OF SAGE BRUSH AND
 FL1343'SAND.  A STANDARD DISK STAMPED Y 225 RESET 1959 IN A CONCRETE MONUMENT
 FL1343'WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0216 ***********************************************************************
 FL0216  DESIGNATION -  Y 226
 FL0216  PID         -  FL0216
 FL0216  STATE/COUNTY-  TX/WHEELER
 FL0216  USGS QUAD   -  WHEELER SE (1976)
 FL0216
 FL0216                         *CURRENT SURVEY CONTROL
 FL0216  ___________________________________________________________________
 FL0216* NAD 83(1986)-  35 15 26.     (N)    100 16 15.     (W)     SCALED    
 FL0216* NAVD 88     -       691.018  (meters)    2267.11   (feet)  ADJUSTED  
 FL0216  ___________________________________________________________________
 FL0216  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0216  DYNAMIC HT  -         690.299 (meters)    2264.76  (feet)  COMP
 FL0216  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 FL0216
 FL0216  VERT ORDER  -  FIRST     CLASS II
 FL0216
 FL0216.The horizontal coordinates were scaled from a topographic map and have
 FL0216.an estimated accuracy of +/- 6 seconds.
 FL0216
 FL0216.The orthometric height was determined by differential leveling
 FL0216.and adjusted by the National Geodetic Survey in June 1991..
 FL0216
 FL0216.The geoid height was determined by GEOID03.
 FL0216
 FL0216.The dynamic height is computed by dividing the NAVD 88
 FL0216.geopotential number by the normal gravity value computed on the
 FL0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0216.degrees latitude (g = 980.6199 gals.).
 FL0216
 FL0216.The modeled gravity was interpolated from observed gravity values.
 FL0216
 FL0216;                    North         East    Units  Estimated Accuracy
 FL0216;SPC TX N     - 1,140,170.      311,840.      MT  (+/- 180 meters Scaled)
 FL0216
 FL0216                          SUPERSEDED SURVEY CONTROL
 FL0216
 FL0216  NGVD 29 (??/??/92)  690.723  (m)         2266.15   (f) ADJ UNCH    1 2
 FL0216
 FL0216.Superseded values are not recommended for survey control.
 FL0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0216.See file dsdata.txt to determine how the superseded data were derived.
 FL0216
 FL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE843023(NAD 83)
 FL0216_MARKER: DB = BENCH MARK DISK
 FL0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0216_STAMPING: Y 226 1934
 FL0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0216+STABILITY: SURFACE MOTION
 FL0216
 FL0216  HISTORY     - Date     Condition        Report By
 FL0216  HISTORY     - 1934     MONUMENTED       CGS
 FL0216  HISTORY     - 1953     GOOD             NGS
 FL0216  HISTORY     - 1955     GOOD             NGS
 FL0216
 FL0216                          STATION DESCRIPTION
 FL0216
 FL0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0216'2.75 MI NW FROM SHAMROCK.
 FL0216'2.75 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER RAILROAD FROM THE
 FL0216'STATION AT SHAMROCK, 96.5 FEET SOUTHWEST OF MILEPOST 282, 75 FEET
 FL0216'SOUTHWEST OF THE SOUTHWEST RAIL, 2.7 FEET SOUTHWEST OF A FENCE, 2.2
 FL0216'FEET NORTHWEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS,
 FL0216'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 FL0216'GROUND.
 FL0216
 FL0216                          STATION RECOVERY (1955)
 FL0216
 FL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0789 ***********************************************************************
 FL0789  DESIGNATION -  Y 227
 FL0789  PID         -  FL0789
 FL0789  STATE/COUNTY-  TX/GRAY
 FL0789  USGS QUAD   -  LAKE MC CONNELL (1965)
 FL0789
 FL0789                         *CURRENT SURVEY CONTROL
 FL0789  ___________________________________________________________________
 FL0789* NAD 83(1986)-  35 31 54.     (N)    101 06 52.     (W)     SCALED    
 FL0789* NAVD 88     -      1012.438  (meters)    3321.64   (feet)  ADJUSTED  
 FL0789  ___________________________________________________________________
 FL0789  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0789  DYNAMIC HT  -        1011.309 (meters)    3317.94  (feet)  COMP
 FL0789  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 FL0789
 FL0789  VERT ORDER  -  SECOND    CLASS 0
 FL0789
 FL0789.The horizontal coordinates were scaled from a topographic map and have
 FL0789.an estimated accuracy of +/- 6 seconds.
 FL0789
 FL0789.The orthometric height was determined by differential leveling
 FL0789.and adjusted by the National Geodetic Survey in June 1991..
 FL0789
 FL0789.The geoid height was determined by GEOID03.
 FL0789
 FL0789.The dynamic height is computed by dividing the NAVD 88
 FL0789.geopotential number by the normal gravity value computed on the
 FL0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0789.degrees latitude (g = 980.6199 gals.).
 FL0789
 FL0789.The modeled gravity was interpolated from observed gravity values.
 FL0789
 FL0789;                    North         East    Units  Estimated Accuracy
 FL0789;SPC TX N     - 1,169,990.      234,960.      MT  (+/- 180 meters Scaled)
 FL0789
 FL0789                          SUPERSEDED SURVEY CONTROL
 FL0789
 FL0789  NGVD 29 (??/??/92) 1012.017  (m)         3320.26   (f) ADJ UNCH    2 0
 FL0789
 FL0789.Superseded values are not recommended for survey control.
 FL0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0789.See file dsdata.txt to determine how the superseded data were derived.
 FL0789
 FL0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE082340(NAD 83)
 FL0789_MARKER: DB = BENCH MARK DISK
 FL0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0789_STAMPING: Y-227 1934
 FL0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0789+STABILITY: SURFACE MOTION
 FL0789
 FL0789  HISTORY     - Date     Condition        Report By
 FL0789  HISTORY     - 1934     MONUMENTED       CGS
 FL0789  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0789
 FL0789                          STATION DESCRIPTION
 FL0789
 FL0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0789'5.5 MI S FROM SKELLYTOWN.
 FL0789'5.5 MILES S OF AND ALONG THE OIL FIELD HWY TO BORGER.  MARK IS IN THE
 FL0789'SE CORNER OF A LARGE FIELD.  65 FT. W OF THE CENTER OF A N AND S CROSS
 FL0789'ROAD AND 33 FT. N OF THE CENTER OF HIGHWAY NO. 41.  2 FT. N OF FENCE
 FL0789'LINE.
 FL0789
 FL0789                          STATION RECOVERY (1963)
 FL0789
 FL0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0809 ***********************************************************************
 FL0809  DESIGNATION -  Y 228
 FL0809  PID         -  FL0809
 FL0809  STATE/COUNTY-  TX/HUTCHINSON
 FL0809  USGS QUAD   -  BORGER (1978)
 FL0809
 FL0809                         *CURRENT SURVEY CONTROL
 FL0809  ___________________________________________________________________
 FL0809* NAD 83(1986)-  35 44 46.     (N)    101 25 21.     (W)     SCALED    
 FL0809* NAVD 88     -       849.109  (meters)    2785.79   (feet)  ADJUSTED  
 FL0809  ___________________________________________________________________
 FL0809  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 FL0809  DYNAMIC HT  -         848.162 (meters)    2782.68  (feet)  COMP
 FL0809  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 FL0809
 FL0809  VERT ORDER  -  SECOND    CLASS 0
 FL0809
 FL0809.The horizontal coordinates were scaled from a topographic map and have
 FL0809.an estimated accuracy of +/- 6 seconds.
 FL0809
 FL0809.The orthometric height was determined by differential leveling
 FL0809.and adjusted by the National Geodetic Survey in June 1991..
 FL0809
 FL0809.The geoid height was determined by GEOID03.
 FL0809
 FL0809.The dynamic height is computed by dividing the NAVD 88
 FL0809.geopotential number by the normal gravity value computed on the
 FL0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0809.degrees latitude (g = 980.6199 gals.).
 FL0809
 FL0809.The modeled gravity was interpolated from observed gravity values.
 FL0809
 FL0809;                    North         East    Units  Estimated Accuracy
 FL0809;SPC TX N     - 1,193,710.      207,010.      MT  (+/- 180 meters Scaled)
 FL0809
 FL0809                          SUPERSEDED SURVEY CONTROL
 FL0809
 FL0809  NGVD 29 (??/??/92)  848.662  (m)         2784.32   (f) ADJ UNCH    2 0
 FL0809
 FL0809.Superseded values are not recommended for survey control.
 FL0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0809.See file dsdata.txt to determine how the superseded data were derived.
 FL0809
 FL0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE809584(NAD 83)
 FL0809_MARKER: DB = BENCH MARK DISK
 FL0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0809_SP_SET: CURB
 FL0809_STAMPING: Y-228 1934
 FL0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0809
 FL0809  HISTORY     - Date     Condition        Report By
 FL0809  HISTORY     - 1934     MONUMENTED       CGS
 FL0809  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0809
 FL0809                          STATION DESCRIPTION
 FL0809
 FL0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0809'5.8 MI N FROM BORGER.
 FL0809'5.8 MILES N OF AND ALONG OIL FIELD HIGHWAY 41.  MARK IS IN CENTER OF A
 FL0809'FLAT BETWEEN TWO HILLS.  68 FT. E OF CENTER OF HIGHWAY AND 12 FT. W OF
 FL0809'R/W FENCE.
 FL0809
 FL0809                          STATION RECOVERY (1953)
 FL0809
 FL0809'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0911 ***********************************************************************
 FL0911  DESIGNATION -  Y 229
 FL0911  PID         -  FL0911
 FL0911  STATE/COUNTY-  TX/CARSON
 FL0911  USGS QUAD   -  PANHANDLE WEST (1966)
 FL0911
 FL0911                         *CURRENT SURVEY CONTROL
 FL0911  ___________________________________________________________________
 FL0911* NAD 83(1986)-  35 16 24.     (N)    101 22 53.     (W)     SCALED    
 FL0911* NAVD 88     -      1052.469  (meters)    3452.98   (feet)  ADJUSTED  
 FL0911  ___________________________________________________________________
 FL0911  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0911  DYNAMIC HT  -        1051.230 (meters)    3448.91  (feet)  COMP
 FL0911  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 FL0911
 FL0911  VERT ORDER  -  SECOND    CLASS 0
 FL0911
 FL0911.The horizontal coordinates were scaled from a topographic map and have
 FL0911.an estimated accuracy of +/- 6 seconds.
 FL0911
 FL0911.The orthometric height was determined by differential leveling
 FL0911.and adjusted by the National Geodetic Survey in June 1991..
 FL0911
 FL0911.The geoid height was determined by GEOID03.
 FL0911
 FL0911.The dynamic height is computed by dividing the NAVD 88
 FL0911.geopotential number by the normal gravity value computed on the
 FL0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0911.degrees latitude (g = 980.6199 gals.).
 FL0911
 FL0911.The modeled gravity was interpolated from observed gravity values.
 FL0911
 FL0911;                    North         East    Units  Estimated Accuracy
 FL0911;SPC TX N     - 1,141,270.      210,790.      MT  (+/- 180 meters Scaled)
 FL0911
 FL0911                          SUPERSEDED SURVEY CONTROL
 FL0911
 FL0911  NGVD 29 (??/??/92) 1051.973  (m)         3451.35   (f) ADJ UNCH    2 0
 FL0911
 FL0911.Superseded values are not recommended for survey control.
 FL0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0911.See file dsdata.txt to determine how the superseded data were derived.
 FL0911
 FL0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE833059(NAD 83)
 FL0911_MARKER: DB = BENCH MARK DISK
 FL0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0911_STAMPING: Y 229 1934
 FL0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0911+STABILITY: SURFACE MOTION
 FL0911
 FL0911  HISTORY     - Date     Condition        Report By
 FL0911  HISTORY     - 1934     MONUMENTED       CGS
 FL0911  HISTORY     - 1935     GOOD             NGS
 FL0911
 FL0911                          STATION DESCRIPTION
 FL0911
 FL0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0911'4.5 MI N FROM CONWAY.
 FL0911'4.5 MILES NORTH ALONG STATE HIGHWAY 117 FROM CONWAY, CARSON COUNTY, 83
 FL0911'YARDS NORTH OF A FARMHOUSE, 70 FEET EAST OF A FENCE AND SET IN THE TOP
 FL0911'OF A CONCRETE POST.
 FL0911
 FL0911                          STATION RECOVERY (1935)
 FL0911
 FL0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0282 ***********************************************************************
 BQ0282  DESIGNATION -  Y 23
 BQ0282  PID         -  BQ0282
 BQ0282  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0282  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0282
 BQ0282                         *CURRENT SURVEY CONTROL
 BQ0282  ___________________________________________________________________
 BQ0282* NAD 83(1986)-  30 37 34.     (N)    104 32 45.     (W)     SCALED    
 BQ0282* NAVD 88     -      1320.213  (meters)    4331.40   (feet)  ADJUSTED  
 BQ0282  ___________________________________________________________________
 BQ0282  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BQ0282  DYNAMIC HT  -        1318.051 (meters)    4324.31  (feet)  COMP
 BQ0282  MODELED GRAV-     978,958.2   (mgal)                       NAVD 88
 BQ0282
 BQ0282  VERT ORDER  -  FIRST     CLASS II
 BQ0282
 BQ0282.The horizontal coordinates were scaled from a topographic map and have
 BQ0282.an estimated accuracy of +/- 6 seconds.
 BQ0282
 BQ0282.The orthometric height was determined by differential leveling
 BQ0282.and adjusted by the National Geodetic Survey in June 1991..
 BQ0282
 BQ0282.The geoid height was determined by GEOID03.
 BQ0282
 BQ0282.The dynamic height is computed by dividing the NAVD 88
 BQ0282.geopotential number by the normal gravity value computed on the
 BQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0282.degrees latitude (g = 980.6199 gals.).
 BQ0282
 BQ0282.The modeled gravity was interpolated from observed gravity values.
 BQ0282
 BQ0282;                    North         East    Units  Estimated Accuracy
 BQ0282;SPC TX C     - 3,114,010.      296,260.      MT  (+/- 180 meters Scaled)
 BQ0282
 BQ0282                          SUPERSEDED SURVEY CONTROL
 BQ0282
 BQ0282  NGVD 29 (??/??/92) 1319.63   (m)         4329.5    (f) COMPUTED    1 2
 BQ0282
 BQ0282.Superseded values are not recommended for survey control.
 BQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0282.See file dsdata.txt to determine how the superseded data were derived.
 BQ0282
 BQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP435882(NAD 83)
 BQ0282_MARKER: DB = BENCH MARK DISK
 BQ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0282_STAMPING: Y 23 1917 4329.85
 BQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0282+STABILITY: SURFACE MOTION
 BQ0282
 BQ0282  HISTORY     - Date     Condition        Report By
 BQ0282  HISTORY     - 1917     MONUMENTED       CGS
 BQ0282  HISTORY     - 1957     MARK NOT FOUND   NGS
 BQ0282  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0282
 BQ0282                          STATION DESCRIPTION
 BQ0282
 BQ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0282'0.4 MI E FROM RUBIO.
 BQ0282'ABOUT 0.4 MILE EAST OF RUBIO.  JEFF DAVIS CO., ON THE SOUTHERN PACIFIC
 BQ0282'RR AT MILEPOST 672.  A STANDARD DISK, STAMPED Y 23 1917 4329.85 AND
 BQ0282'SET IN THE TOP OF A CONCRETE POST.
 BQ0282
 BQ0282                          STATION RECOVERY (1996)
 BQ0282
 BQ0282'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0807 ***********************************************************************
 DN0807  DESIGNATION -  Y 231
 DN0807  PID         -  DN0807
 DN0807  STATE/COUNTY-  TX/MONTAGUE
 DN0807  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0807
 DN0807                         *CURRENT SURVEY CONTROL
 DN0807  ___________________________________________________________________
 DN0807* NAD 83(1986)-  33 34 51.     (N)    097 53 03.     (W)     SCALED    
 DN0807* NAVD 88     -       326.983  (meters)    1072.78   (feet)  ADJUSTED  
 DN0807  ___________________________________________________________________
 DN0807  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DN0807  DYNAMIC HT  -         326.622 (meters)    1071.59  (feet)  COMP
 DN0807  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 DN0807
 DN0807  VERT ORDER  -  FIRST     CLASS II
 DN0807
 DN0807.The horizontal coordinates were scaled from a topographic map and have
 DN0807.an estimated accuracy of +/- 6 seconds.
 DN0807
 DN0807.The orthometric height was determined by differential leveling
 DN0807.and adjusted by the National Geodetic Survey in June 1991..
 DN0807
 DN0807.The geoid height was determined by GEOID03.
 DN0807
 DN0807.The dynamic height is computed by dividing the NAVD 88
 DN0807.geopotential number by the normal gravity value computed on the
 DN0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0807.degrees latitude (g = 980.6199 gals.).
 DN0807
 DN0807.The modeled gravity was interpolated from observed gravity values.
 DN0807
 DN0807;                    North         East    Units  Estimated Accuracy
 DN0807;SPC TXNC     - 2,212,430.      657,170.      MT  (+/- 180 meters Scaled)
 DN0807
 DN0807                          SUPERSEDED SURVEY CONTROL
 DN0807
 DN0807  NGVD 29 (??/??/92)  326.875  (m)         1072.42   (f) ADJ UNCH    1 2
 DN0807
 DN0807.Superseded values are not recommended for survey control.
 DN0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0807.See file dsdata.txt to determine how the superseded data were derived.
 DN0807
 DN0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC035162(NAD 83)
 DN0807_MARKER: DB = BENCH MARK DISK
 DN0807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0807_SP_SET: BUILDING
 DN0807_STAMPING: Y 231 1952
 DN0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0807
 DN0807  HISTORY     - Date     Condition        Report By
 DN0807  HISTORY     - 1952     MONUMENTED       CGS
 DN0807  HISTORY     - 1984     GOOD             NGS
 DN0807  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0807
 DN0807                          STATION DESCRIPTION
 DN0807
 DN0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0807'2.3 MI NW FROM BOWIE.
 DN0807'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 DN0807'HIGHWAY 81 AT BOWIE, THENCE 0.3 MILE NORTH ALONG A PRIVATE ROAD, AT
 DN0807'THE BOWIE AIRPORT, SET VERTICALLY IN THE EAST WALL OF A ROCK HOUSE AT
 DN0807'THE AIRPORT, 6 FEET NORTH OF THE SOUTHEAST CORNER OF THE HOUSE, 3.5
 DN0807'FEET SOUTH OF THE SOUTH WINDOW ON THE EAST SIDE OF THE HOUSE, 3.1 FEET
 DN0807'ABOVE THE SIDEWALK.
 DN0807
 DN0807                          STATION RECOVERY (1984)
 DN0807
 DN0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0807'RECOVERED IN GOOD CONDITION.
 DN0807
 DN0807                          STATION RECOVERY (1996)
 DN0807
 DN0807'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2066 ***********************************************************************
 BY2066  DESIGNATION -  Y 233
 BY2066  PID         -  BY2066
 BY2066  STATE/COUNTY-  TX/ANDERSON
 BY2066  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2066
 BY2066                         *CURRENT SURVEY CONTROL
 BY2066  ___________________________________________________________________
 BY2066* NAD 83(1986)-  31 46 24.     (N)    095 37 31.     (W)     SCALED    
 BY2066* NAVD 88     -       140.002  (meters)     459.32   (feet)  ADJUSTED  
 BY2066  ___________________________________________________________________
 BY2066  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2066  DYNAMIC HT  -         139.831 (meters)     458.76  (feet)  COMP
 BY2066  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 BY2066
 BY2066  VERT ORDER  -  FIRST     CLASS II
 BY2066
 BY2066.The horizontal coordinates were scaled from a topographic map and have
 BY2066.an estimated accuracy of +/- 6 seconds.
 BY2066
 BY2066.The orthometric height was determined by differential leveling
 BY2066.and adjusted by the National Geodetic Survey in June 1991..
 BY2066
 BY2066.The geoid height was determined by GEOID03.
 BY2066
 BY2066.The dynamic height is computed by dividing the NAVD 88
 BY2066.geopotential number by the normal gravity value computed on the
 BY2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2066.degrees latitude (g = 980.6199 gals.).
 BY2066
 BY2066.The modeled gravity was interpolated from observed gravity values.
 BY2066
 BY2066;                    North         East    Units  Estimated Accuracy
 BY2066;SPC TX C     - 3,242,980.    1,145,820.      MT  (+/- 180 meters Scaled)
 BY2066
 BY2066                          SUPERSEDED SURVEY CONTROL
 BY2066
 BY2066  NGVD 29 (??/??/92)  140.000  (m)          459.32   (f) ADJ UNCH    1 2
 BY2066
 BY2066.Superseded values are not recommended for survey control.
 BY2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2066.See file dsdata.txt to determine how the superseded data were derived.
 BY2066
 BY2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR513183(NAD 83)
 BY2066_MARKER: DB = BENCH MARK DISK
 BY2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2066_STAMPING: Y 233 1952
 BY2066_PROJECTION: FLUSH
 BY2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2066+STABILITY: SURFACE MOTION
 BY2066
 BY2066  HISTORY     - Date     Condition        Report By
 BY2066  HISTORY     - 1952     MONUMENTED       CGS
 BY2066  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2066  HISTORY     - 1980     GOOD             NGS
 BY2066  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2066
 BY2066                          STATION DESCRIPTION
 BY2066
 BY2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2066'1.05 MI NE FROM PALESTINE.
 BY2066'1.05 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY2066'PALESTINE, 117 FEET NORTHEAST OF THE CENTER OF AN ENTRANCE TO A
 BY2066'CEMETERY, 78 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 BY2066'SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, 7 FEET ABOVE
 BY2066'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 BY2066'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY2066
 BY2066                          STATION RECOVERY (1977)
 BY2066
 BY2066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2066'MARK NOT FOUND.
 BY2066
 BY2066                          STATION RECOVERY (1980)
 BY2066
 BY2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2066'1.7 KM. (1.05 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2066'FEDERAL BUILDING AT 101 WEST OAK STREET IN PALESTINE, AT ST. JOSEPHS
 BY2066'CEMETERY, 37.5 M. (123 FT.) NORTHEAST OF THE CENTER OF A METAL GATE AT
 BY2066'THE MAIN ENTRANCE TO THE CEMETERY, 19.7 M. (64.5 FT.) NORTHWEST OF
 BY2066'THE CENTERLINE OF THE HIGHWAY (NEWMAN ROAD), 0.3 M. (1.0 FT.)
 BY2066'SOUTHEAST OF A FENCE.
 BY2066'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 BY2066'THE MARK IS 2.1 M ABOVE NEWMAN ROAD.
 BY2066
 BY2066                          STATION RECOVERY (2002)
 BY2066
 BY2066'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0277 ***********************************************************************
 GL0277  DESIGNATION -  Y 234
 GL0277  PID         -  GL0277
 GL0277  STATE/COUNTY-  TX/HARTLEY
 GL0277  USGS QUAD   -  DALHART WEST (1973)
 GL0277
 GL0277                         *CURRENT SURVEY CONTROL
 GL0277  ___________________________________________________________________
 GL0277* NAD 83(1986)-  36 01 20.     (N)    102 34 46.     (W)     SCALED    
 GL0277* NAVD 88     -      1220.348  (meters)    4003.76   (feet)  ADJUSTED  
 GL0277  ___________________________________________________________________
 GL0277  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 GL0277  DYNAMIC HT  -        1218.927 (meters)    3999.10  (feet)  COMP
 GL0277  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 GL0277
 GL0277  VERT ORDER  -  FIRST     CLASS II
 GL0277
 GL0277.The horizontal coordinates were scaled from a topographic map and have
 GL0277.an estimated accuracy of +/- 6 seconds.
 GL0277
 GL0277.The orthometric height was determined by differential leveling
 GL0277.and adjusted by the National Geodetic Survey in June 1991..
 GL0277
 GL0277.The geoid height was determined by GEOID03.
 GL0277
 GL0277.The dynamic height is computed by dividing the NAVD 88
 GL0277.geopotential number by the normal gravity value computed on the
 GL0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0277.degrees latitude (g = 980.6199 gals.).
 GL0277
 GL0277.The modeled gravity was interpolated from observed gravity values.
 GL0277
 GL0277;                    North         East    Units  Estimated Accuracy
 GL0277;SPC TX N     - 1,224,880.      102,710.      MT  (+/- 180 meters Scaled)
 GL0277
 GL0277                          SUPERSEDED SURVEY CONTROL
 GL0277
 GL0277.No superseded survey control is available for this station.
 GL0277
 GL0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV181891(NAD 83)
 GL0277_MARKER: DB = BENCH MARK DISK
 GL0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0277_STAMPING: Y-234 1933
 GL0277_MARK LOGO: CGS   
 GL0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0277+STABILITY: SURFACE MOTION
 GL0277
 GL0277  HISTORY     - Date     Condition        Report By
 GL0277  HISTORY     - 1933     MONUMENTED       CGS
 GL0277  HISTORY     - 1945     GOOD             LOCENG
 GL0277  HISTORY     - 1985     GOOD             NGS
 GL0277
 GL0277                          STATION DESCRIPTION
 GL0277
 GL0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0277'4.3 MI SE FROM DALHART.
 GL0277'4.3 MILES SOUTH WEST OF THE COURTHOUSE.  ALONG THE ROCK ISLAND
 GL0277'RAILROAD.  AT WAGNER.  ONE POLE SOUTH WEST OF MILE POLE NO. 550.  SET
 GL0277'IN POST, 93 FEET SOUTH EAST OF THE CENTER LINE OF THE TRACKS AND 2
 GL0277'FEET NORTH WEST OF THE RIGHT-OF-WAY FENCE,  6 FEET NORTH EAST OF
 GL0277'GATE-POST.
 GL0277
 GL0277                          STATION RECOVERY (1945)
 GL0277
 GL0277'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 GL0277'RECOVERED IN GOOD CONDITION.
 GL0277
 GL0277                          STATION RECOVERY (1985)
 GL0277
 GL0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0277'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.6 KM (4.7 MI)
 GL0277'SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH U.S.
 GL0277'HIGHWAY 385 IN DALHART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0019 ***********************************************************************
 FM0019  DESIGNATION -  Y 235
 FM0019  PID         -  FM0019
 FM0019  STATE/COUNTY-  TX/HARTLEY
 FM0019  USGS QUAD   -  CHANNING (1971)
 FM0019
 FM0019                         *CURRENT SURVEY CONTROL
 FM0019  ___________________________________________________________________
 FM0019* NAD 83(1986)-  35 40 58.     (N)    102 19 54.     (W)     SCALED    
 FM0019* NAVD 88     -      1160.169  (meters)    3806.32   (feet)  ADJUSTED  
 FM0019  ___________________________________________________________________
 FM0019  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0019  DYNAMIC HT  -        1158.802 (meters)    3801.84  (feet)  COMP
 FM0019  MODELED GRAV-     979,415.8   (mgal)                       NAVD 88
 FM0019
 FM0019  VERT ORDER  -  FIRST     CLASS II
 FM0019
 FM0019.The horizontal coordinates were scaled from a topographic map and have
 FM0019.an estimated accuracy of +/- 6 seconds.
 FM0019
 FM0019.The orthometric height was determined by differential leveling
 FM0019.and adjusted by the National Geodetic Survey in June 1991..
 FM0019.WARNING-Repeat measurements at this control monument indicate possible
 FM0019.vertical movement.
 FM0019
 FM0019.The geoid height was determined by GEOID03.
 FM0019
 FM0019.The dynamic height is computed by dividing the NAVD 88
 FM0019.geopotential number by the normal gravity value computed on the
 FM0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0019.degrees latitude (g = 980.6199 gals.).
 FM0019
 FM0019.The modeled gravity was interpolated from observed gravity values.
 FM0019
 FM0019;                    North         East    Units  Estimated Accuracy
 FM0019;SPC TX N     - 1,187,000.      124,720.      MT  (+/- 180 meters Scaled)
 FM0019
 FM0019                          SUPERSEDED SURVEY CONTROL
 FM0019
 FM0019  NGVD 29 (??/??/92) 1159.618  (m)         3804.51   (f) ADJ UNCH    1 2
 FM0019
 FM0019.Superseded values are not recommended for survey control.
 FM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0019.See file dsdata.txt to determine how the superseded data were derived.
 FM0019
 FM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV414520(NAD 83)
 FM0019_MARKER: DB = BENCH MARK DISK
 FM0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0019_STAMPING: Y-235 1933
 FM0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0019+STABILITY: SURFACE MOTION
 FM0019
 FM0019  HISTORY     - Date     Condition        Report By
 FM0019  HISTORY     - 1933     MONUMENTED       CGS
 FM0019  HISTORY     - 1972     MARK NOT FOUND   USGS
 FM0019  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0019
 FM0019                          STATION DESCRIPTION
 FM0019
 FM0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0019'IN CHANNING.
 FM0019'ALONG THE FORT WORTH AND DENVER CITY RAILROAD.  51 FEET SOUTH EAST OF
 FM0019'MILE POLE NO. 388.  AT STAND PIPE, 200 FEET SOUTH OF THE DEPOT.  SET
 FM0019'IN CONCRETE BASE.  IN SOUTH WEST CORNER, 9 FEET WEST OF THE CENTERLINE
 FM0019'OF THE TRACKS.  NOTE-- MARK IS 100 FT. N OF MP 388 NOT 51 FT. SE.
 FM0019
 FM0019                          STATION RECOVERY (1972)
 FM0019
 FM0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FM0019'MARK NOT FOUND.
 FM0019
 FM0019                          STATION RECOVERY (1985)
 FM0019
 FM0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0019'THE STANDPIPE AND FOUNDATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0249 ***********************************************************************
 FM0249  DESIGNATION -  Y 236
 FM0249  PID         -  FM0249
 FM0249  STATE/COUNTY-  TX/POTTER
 FM0249  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0249
 FM0249                         *CURRENT SURVEY CONTROL
 FM0249  ___________________________________________________________________
 FM0249* NAD 83(1986)-  35 17 24.     (N)    102 00 19.     (W)     SCALED    
 FM0249* NAVD 88     -      1047.535  (meters)    3436.79   (feet)  ADJUSTED  
 FM0249  ___________________________________________________________________
 FM0249  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0249  DYNAMIC HT  -        1046.297 (meters)    3432.73  (feet)  COMP
 FM0249  MODELED GRAV-     979,415.7   (mgal)                       NAVD 88
 FM0249
 FM0249  VERT ORDER  -  FIRST     CLASS II
 FM0249
 FM0249.The horizontal coordinates were scaled from a topographic map and have
 FM0249.an estimated accuracy of +/- 6 seconds.
 FM0249
 FM0249.The orthometric height was determined by differential leveling
 FM0249.and adjusted by the National Geodetic Survey in June 1991..
 FM0249
 FM0249.The geoid height was determined by GEOID03.
 FM0249
 FM0249.The dynamic height is computed by dividing the NAVD 88
 FM0249.geopotential number by the normal gravity value computed on the
 FM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0249.degrees latitude (g = 980.6199 gals.).
 FM0249
 FM0249.The modeled gravity was interpolated from observed gravity values.
 FM0249
 FM0249;                    North         East    Units  Estimated Accuracy
 FM0249;SPC TX N     - 1,143,230.      154,040.      MT  (+/- 180 meters Scaled)
 FM0249
 FM0249                          SUPERSEDED SURVEY CONTROL
 FM0249
 FM0249  NGVD 29 (??/??/92) 1047.048  (m)         3435.19   (f) ADJ UNCH    1 2
 FM0249
 FM0249.Superseded values are not recommended for survey control.
 FM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0249.See file dsdata.txt to determine how the superseded data were derived.
 FM0249
 FM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV723093(NAD 83)
 FM0249_MARKER: DB = BENCH MARK DISK
 FM0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0249_SP_SET: ABUTMENT
 FM0249_STAMPING: Y 236 1933
 FM0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0249
 FM0249  HISTORY     - Date     Condition        Report By
 FM0249  HISTORY     - 1933     MONUMENTED       CGS
 FM0249  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0249
 FM0249                          STATION DESCRIPTION
 FM0249
 FM0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0249'1.2 MI NW FROM GENTRY.
 FM0249'ABOUT 1.2 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY
 FM0249'FROM THE STATION AT GENTRY, POTTER COUNTY, ABOUT 29 POLE NORTHEAST OF
 FM0249'MILE POST 349, AT BRIDGE 348.31, AND IN THE TOP OF THE SOUTHEAST SIDE
 FM0249'OF THE SOUTH WEST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED Y 236
 FM0249'1933.
 FM0249
 FM0249                          STATION RECOVERY (1985)
 FM0249
 FM0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0249'THERE IS A NEW ABUTMENT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0035 ***********************************************************************
 GL0035  DESIGNATION -  Y 237
 GL0035  PID         -  GL0035
 GL0035  STATE/COUNTY-  TX/DALLAM
 GL0035  USGS QUAD   -  BRICKEL (1964)
 GL0035
 GL0035                         *CURRENT SURVEY CONTROL
 GL0035  ___________________________________________________________________
 GL0035* NAD 83(1986)-  36 15 58.     (N)    102 11 09.     (W)     SCALED    
 GL0035* NAVD 88     -      1140.145  (meters)    3740.63   (feet)  ADJUSTED  
 GL0035  ___________________________________________________________________
 GL0035  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 GL0035  DYNAMIC HT  -        1138.868 (meters)    3736.44  (feet)  COMP
 GL0035  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 GL0035
 GL0035  VERT ORDER  -  FIRST     CLASS II
 GL0035
 GL0035.The horizontal coordinates were scaled from a topographic map and have
 GL0035.an estimated accuracy of +/- 6 seconds.
 GL0035
 GL0035.The orthometric height was determined by differential leveling
 GL0035.and adjusted by the National Geodetic Survey in June 1991..
 GL0035
 GL0035.The geoid height was determined by GEOID03.
 GL0035
 GL0035.The dynamic height is computed by dividing the NAVD 88
 GL0035.geopotential number by the normal gravity value computed on the
 GL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0035.degrees latitude (g = 980.6199 gals.).
 GL0035
 GL0035.The modeled gravity was interpolated from observed gravity values.
 GL0035
 GL0035;                    North         East    Units  Estimated Accuracy
 GL0035;SPC TX N     - 1,251,620.      138,370.      MT  (+/- 180 meters Scaled)
 GL0035
 GL0035                          SUPERSEDED SURVEY CONTROL
 GL0035
 GL0035.No superseded survey control is available for this station.
 GL0035
 GL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA528171(NAD 83)
 GL0035_MARKER: DB = BENCH MARK DISK
 GL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0035_STAMPING: Y-237, 1933
 GL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0035+STABILITY: SURFACE MOTION
 GL0035
 GL0035  HISTORY     - Date     Condition        Report By
 GL0035  HISTORY     - 1933     MONUMENTED       CGS
 GL0035
 GL0035                          STATION DESCRIPTION
 GL0035
 GL0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0035'3.7 MI NE FROM CONLEN.
 GL0035'3.7 MILES NORTH EAST OF CONLEN DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0035'10 POLES SOUTH WEST OF MILE POLE NO. 522.  AT HANDCAR SET OFF.  SET IN
 GL0035'POST 104 FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS AND 3 FEET
 GL0035'NORTH WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0810 ***********************************************************************
 BZ0810  PACS        -  This is a Primary Airport Control Station.
 BZ0810  DESIGNATION -  Y 238
 BZ0810  PID         -  BZ0810
 BZ0810  STATE/COUNTY-  TX/BELL
 BZ0810  USGS QUAD   -  MOFFAT (1993)
 BZ0810
 BZ0810                         *CURRENT SURVEY CONTROL
 BZ0810  ___________________________________________________________________
 BZ0810* NAD 83(1993)-  31 08 46.38739(N)    097 24 52.25277(W)     ADJUSTED  
 BZ0810* NAVD 88     -       205.595  (meters)     674.52   (feet)  ADJUSTED  
 BZ0810  ___________________________________________________________________
 BZ0810  X           -    -705,082.956 (meters)                     COMP
 BZ0810  Y           -  -5,418,091.319 (meters)                     COMP
 BZ0810  Z           -   3,279,870.996 (meters)                     COMP
 BZ0810  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 BZ0810  ELLIP HEIGHT-         178.43  (meters)          (10/24/00) GPS OBS
 BZ0810  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BZ0810  DYNAMIC HT  -         205.324 (meters)     673.63  (feet)  COMP
 BZ0810  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 BZ0810
 BZ0810  HORZ ORDER  -  B
 BZ0810  VERT ORDER  -  FIRST     CLASS II
 BZ0810  ELLP ORDER  -  FOURTH    CLASS II
 BZ0810
 BZ0810.This mark is at Draughon-Miller Muni (TPL) Airport (TPL)
 BZ0810
 BZ0810.The horizontal coordinates were established by GPS observations
 BZ0810.and adjusted by the National Geodetic Survey in February 1996..
 BZ0810
 BZ0810.The orthometric height was determined by differential leveling
 BZ0810.and adjusted by the National Geodetic Survey in June 1991..
 BZ0810
 BZ0810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ0810
 BZ0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0810
 BZ0810.The ellipsoidal height was determined by GPS observations
 BZ0810.and is referenced to NAD 83.
 BZ0810
 BZ0810.The geoid height was determined by GEOID03.
 BZ0810
 BZ0810.The dynamic height is computed by dividing the NAVD 88
 BZ0810.geopotential number by the normal gravity value computed on the
 BZ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0810.degrees latitude (g = 980.6199 gals.).
 BZ0810
 BZ0810.The modeled gravity was interpolated from observed gravity values.
 BZ0810
 BZ0810;                    North         East     Units Scale Factor Converg.
 BZ0810;SPC TX C     - 3,167,666.985   978,269.412   MT  0.99988492   +1 30 12.1
 BZ0810;SPC TX C     -10,392,587.43  3,209,538.90   sFT  0.99988492   +1 30 12.1
 BZ0810;UTM  14      - 3,446,888.581   651,137.633   MT  0.99988176   +0 49 12.7
 BZ0810
 BZ0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0810!SPC TX C     -   0.99997198  x   0.99988492  =   0.99985690
 BZ0810!UTM  14      -   0.99997198  x   0.99988176  =   0.99985374
 BZ0810
 BZ0810:                Primary Azimuth Mark                     Grid Az
 BZ0810:SPC TX C     -  W 238                                    040 08 10.3
 BZ0810:UTM  14      -  W 238                                    040 49 09.7
 BZ0810
 BZ0810|---------------------------------------------------------------------|
 BZ0810| PID    Reference Object                     Distance      Geod. Az  |
 BZ0810|                                                           dddmmss.s |
 BZ0810| BZ0811 W 238                               478.557 METERS 0413822.4 |
 BZ0810|---------------------------------------------------------------------|
 BZ0810
 BZ0810                          SUPERSEDED SURVEY CONTROL
 BZ0810
 BZ0810  ELLIP H (02/20/96)  178.51   (m)                       GP(       ) 1 1
 BZ0810  NAVD 88 (02/20/96)  205.60   (m)          674.5    (f) LEVELING    3  
 BZ0810  NGVD 29 (??/??/92)  205.524  (m)          674.29   (f) ADJ UNCH    1 2
 BZ0810
 BZ0810.Superseded values are not recommended for survey control.
 BZ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0810.See file dsdata.txt to determine how the superseded data were derived.
 BZ0810
 BZ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5113846889(NAD 83)
 BZ0810_MARKER: DB = BENCH MARK DISK
 BZ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0810_STAMPING: Y 238 1953
 BZ0810_MARK LOGO: CGS   
 BZ0810_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0810+STABILITY: SURFACE MOTION
 BZ0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0810+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1995
 BZ0810
 BZ0810  HISTORY     - Date     Condition        Report By
 BZ0810  HISTORY     - 1953     MONUMENTED       CGS
 BZ0810  HISTORY     - 1960     GOOD             NGS
 BZ0810  HISTORY     - 1977     GOOD             NGS
 BZ0810  HISTORY     - 19950213 GOOD             NGS
 BZ0810  HISTORY     - 19950715 GOOD             USPSQD
 BZ0810  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0810  HISTORY     - 20040315 MARK NOT FOUND   TRANS
 BZ0810
 BZ0810                          STATION DESCRIPTION
 BZ0810
 BZ0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BZ0810'5.6 MI NW FROM TEMPLE.
 BZ0810'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 BZ0810'TEMPLE, BELL COUNTY, AT THE JUNCTION OF THE LANE LEADING NORTHEAST TO
 BZ0810'DRAUGHON-MILLER AIRPORT, 53 FEET NORTHEAST OF THE CENTERLINE OF THE
 BZ0810'HIGHWAY, 50.6 FEET NORTHWEST OF THE CENTERLINE OF THE LANE, 17 FEET
 BZ0810'NORTHWEST OF THE WEST END OF A ROCK WALL, 2.6 FEET NORTHEAST OF A
 BZ0810'FENCE, AND 3.4 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST AND SET
 BZ0810'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 BZ0810
 BZ0810                          STATION RECOVERY (1977)
 BZ0810
 BZ0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BZ0810'RECOVERED IN GOOD CONDITION.
 BZ0810
 BZ0810                          STATION RECOVERY (1995)
 BZ0810
 BZ0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ0810'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF TEMPLE AT THE
 BZ0810'DRAUGHON-MILLER MUNICIPAL AIRPORT, IN THE NORTH QUADRANT OF THE
 BZ0810'JUNCTION OF STATE HIGHWAY 36 AND THE AIRPORT ENTRANCE ROAD.
 BZ0810'OWNERSHIP--CITY OF TEMPLE, ROUTE 5 BOX 158F, TEMPLE, TX 76501. AIRPORT
 BZ0810'MANAGER IS SHARON ROSTOVICH.  PHONE 817-770-5770.  TO REACH FROM THE
 BZ0810'JUNCTION OF INTERSTATE HIGHWAY 35, U.S.  HIGHWAY 190, STATE LOOP
 BZ0810'HIGHWAY 363 AND STATE HIGHWAY 36 IN TEMPLE, GO NORTH ON HIGHWAYS 363
 BZ0810'AND 36 FOR 3.54 KM (2.20 MI) TO THE JUNCTION OF HIGHWAY 53.  TURN
 BZ0810'LEFT, NORTHWEST, ON HIGHWAY 36 FOR 4.26 KM (2.65 MI) TO THE AIRPORT
 BZ0810'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON ENTRANCE ROAD FOR
 BZ0810'0.48 KM (0.30 MI) TO THE AIRPORT TERMINAL.  STATION IS SET IN THE TOP
 BZ0810'OF 25 CM SQUARE CONCRETE POST PROJECTING 10 CM ABOVE THE GROUND.  IT
 BZ0810'IS 16.1 M (52.8 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 50.6 M
 BZ0810'(166.0 FT) NORTHWEST OF THE CENTER OF THE AIRPORT ENTRANCE ROAD, 5.2 M
 BZ0810'(17.1 FT) NORTHWEST OF THE WEST END OF A ROCK WALL, AND 0.8 M (2.6 FT)
 BZ0810'NORTHEAST OF A FENCE.  DESCRIBED BY D.G.  AUG
 BZ0810
 BZ0810                          STATION RECOVERY (1995)
 BZ0810
 BZ0810'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0810'RECOVERED IN GOOD CONDITION.
 BZ0810
 BZ0810                          STATION RECOVERY (2001)
 BZ0810
 BZ0810'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0810'MARK NOT FOUND.
 BZ0810
 BZ0810                          STATION RECOVERY (2004)
 BZ0810
 BZ0810'RECOVERY NOTE BY TRANSYSTEMS 2004 (MJB)
 BZ0810'HIGHWAY HAS BEEN EXPANDED AND MARK HAS BEEN DESTROYED USED GPS
 BZ0810'GEODITIC COORDS TO LOCATE MONUMENT HIGHWAY RIGHT OF WAY HAS EXPANDED
 BZ0810'AND ROAD HAS BEEN BUILT OVER IT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0952 ***********************************************************************
 BZ0952  DESIGNATION -  Y 239
 BZ0952  PID         -  BZ0952
 BZ0952  STATE/COUNTY-  TX/BELL
 BZ0952  USGS QUAD   -  FORT HOOD (1995)
 BZ0952
 BZ0952                         *CURRENT SURVEY CONTROL
 BZ0952  ___________________________________________________________________
 BZ0952* NAD 83(1986)-  31 07 39.     (N)    097 47 20.     (W)     SCALED    
 BZ0952* NAVD 88     -       293.269  (meters)     962.17   (feet)  ADJUSTED  
 BZ0952  ___________________________________________________________________
 BZ0952  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BZ0952  DYNAMIC HT  -         292.876 (meters)     960.88  (feet)  COMP
 BZ0952  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 BZ0952
 BZ0952  VERT ORDER  -  FIRST     CLASS II
 BZ0952
 BZ0952.The horizontal coordinates were scaled from a topographic map and have
 BZ0952.an estimated accuracy of +/- 6 seconds.
 BZ0952
 BZ0952.The orthometric height was determined by differential leveling
 BZ0952.and adjusted by the National Geodetic Survey in June 1991..
 BZ0952
 BZ0952.The geoid height was determined by GEOID03.
 BZ0952
 BZ0952.The dynamic height is computed by dividing the NAVD 88
 BZ0952.geopotential number by the normal gravity value computed on the
 BZ0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0952.degrees latitude (g = 980.6199 gals.).
 BZ0952
 BZ0952.The modeled gravity was interpolated from observed gravity values.
 BZ0952
 BZ0952;                    North         East    Units  Estimated Accuracy
 BZ0952;SPC TX C     - 3,164,720.      942,630.      MT  (+/- 180 meters Scaled)
 BZ0952
 BZ0952                          SUPERSEDED SURVEY CONTROL
 BZ0952
 BZ0952  NGVD 29 (??/??/92)  293.186  (m)          961.89   (f) ADJ UNCH    1 2
 BZ0952
 BZ0952.Superseded values are not recommended for survey control.
 BZ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0952.See file dsdata.txt to determine how the superseded data were derived.
 BZ0952
 BZ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV154443(NAD 83)
 BZ0952_MARKER: DB = BENCH MARK DISK
 BZ0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0952_STAMPING: Y 239 1953
 BZ0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0952+STABILITY: SURFACE MOTION
 BZ0952
 BZ0952  HISTORY     - Date     Condition        Report By
 BZ0952  HISTORY     - 1953     MONUMENTED       CGS
 BZ0952  HISTORY     - 1958     GOOD             DOD
 BZ0952  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0952
 BZ0952                          STATION DESCRIPTION
 BZ0952
 BZ0952'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 BZ0952'4.4 MI NW FROM KILLEEN.
 BZ0952'4.4 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 3.6 MILES WEST ALONG THE
 BZ0952'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.2 MILE NORTH
 BZ0952'ALONG TWO HUNDRED AND SEVENTY-NINTH STREET, 0.2 MILE EAST ALONG SPUR
 BZ0952'DRIVE, 0.2 MILE NORTH ALONG TWO HUNDRED AND SEVENTY-SEVENTH STREET,
 BZ0952'0.2 MILE EAST ALONG WAREHOUSE AVENUE, ON THE FORT HOOD MILITARY
 BZ0952'RESERVATION, 74 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 BZ0952'TWO HUNDRED AND SEVENTY-SECOND STREET, 40 FEET SOUTH OF THE CENTERLINE
 BZ0952'OF WAREHOUSE AVENUE, 9 FEET WEST OF A FENCE CORNER, 3 FEET EAST OF A
 BZ0952'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 BZ0952'PROJECTING 0.2 FOOT ABOVE GROUND.
 BZ0952
 BZ0952                          STATION RECOVERY (2001)
 BZ0952
 BZ0952'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0550 ***********************************************************************
 BM0550  DESIGNATION -  Y 240
 BM0550  PID         -  BM0550
 BM0550  STATE/COUNTY-  TX/TRAVIS
 BM0550  USGS QUAD   -  MANOR (1988)
 BM0550
 BM0550                         *CURRENT SURVEY CONTROL
 BM0550  ___________________________________________________________________
 BM0550* NAD 83(1986)-  30 19 44.     (N)    097 37 11.     (W)     SCALED    
 BM0550* NAVD 88     -       191.26   (+/-2cm)     627.5    (feet)  VERTCON   
 BM0550  ___________________________________________________________________
 BM0550  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BM0550
 BM0550  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0550
 BM0550.The horizontal coordinates were scaled from a topographic map and have
 BM0550.an estimated accuracy of +/- 6 seconds.
 BM0550
 BM0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0550.The vertical order pertains to the NGVD 29 superseded value.
 BM0550
 BM0550.The geoid height was determined by GEOID03.
 BM0550
 BM0550;                    North         East    Units  Estimated Accuracy
 BM0550;SPC TX C     - 3,076,590.      960,920.      MT  (+/- 180 meters Scaled)
 BM0550
 BM0550                          SUPERSEDED SURVEY CONTROL
 BM0550
 BM0550  NGVD 29 (??/??/92)  191.168  (m)          627.19   (f) ADJ UNCH    1 2
 BM0550
 BM0550.Superseded values are not recommended for survey control.
 BM0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0550.See file dsdata.txt to determine how the superseded data were derived.
 BM0550
 BM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU326560(NAD 83)
 BM0550_MARKER: DB = BENCH MARK DISK
 BM0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0550_STAMPING: Y 240 1953
 BM0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0550+STABILITY: SURFACE MOTION
 BM0550
 BM0550  HISTORY     - Date     Condition        Report By
 BM0550  HISTORY     - 1953     MONUMENTED       CGS
 BM0550  HISTORY     - 1990     GOOD             USPSQD
 BM0550  HISTORY     - 19910222 GOOD             USPSQD
 BM0550  HISTORY     - 20030308 POOR             USPSQD
 BM0550
 BM0550                          STATION DESCRIPTION
 BM0550
 BM0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0550'10.7 MI E FROM AUSTIN.
 BM0550'10.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0550'STATION AT AUSTIN, 96 FEET NORTH OF THE 3RD POLE WEST OF MILEPOST 104,
 BM0550'44 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 40.3 FEET
 BM0550'NORTH OF THE NORTH RAIL, 12 FEET WEST OF A TELEPHONE POLE, 8 FEET
 BM0550'SOUTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BM0550'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BM0550
 BM0550                          STATION RECOVERY (1990)
 BM0550
 BM0550'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0550'RECOVERED IN GOOD CONDITION.
 BM0550
 BM0550                          STATION RECOVERY (1991)
 BM0550
 BM0550'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0550'RECOVERED IN GOOD CONDITION.
 BM0550
 BM0550                          STATION RECOVERY (2003)
 BM0550
 BM0550'RECOVERY NOTE BY US POWER SQUADRON 2003 (MDS)
 BM0550'CONCRETE POST LEANS BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0255 ***********************************************************************
 GL0255  DESIGNATION -  Y 241
 GL0255  PID         -  GL0255
 GL0255  STATE/COUNTY-  TX/DALLAM
 GL0255  USGS QUAD   -  WHARTON RANCH (1973)
 GL0255
 GL0255                         *CURRENT SURVEY CONTROL
 GL0255  ___________________________________________________________________
 GL0255* NAD 83(1986)-  36 13 08.     (N)    102 46 10.     (W)     SCALED    
 GL0255* NAVD 88     -      1308.554  (meters)    4293.15   (feet)  ADJUSTED  
 GL0255  ___________________________________________________________________
 GL0255  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 GL0255  DYNAMIC HT  -        1307.032 (meters)    4288.15  (feet)  COMP
 GL0255  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 GL0255
 GL0255  VERT ORDER  -  FIRST     CLASS II
 GL0255
 GL0255.The horizontal coordinates were scaled from a topographic map and have
 GL0255.an estimated accuracy of +/- 6 seconds.
 GL0255
 GL0255.The orthometric height was determined by differential leveling
 GL0255.and adjusted by the National Geodetic Survey in June 1991..
 GL0255
 GL0255.The geoid height was determined by GEOID03.
 GL0255
 GL0255.The dynamic height is computed by dividing the NAVD 88
 GL0255.geopotential number by the normal gravity value computed on the
 GL0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0255.degrees latitude (g = 980.6199 gals.).
 GL0255
 GL0255.The modeled gravity was interpolated from observed gravity values.
 GL0255
 GL0255;                    North         East    Units  Estimated Accuracy
 GL0255;SPC TX N     - 1,246,900.       85,860.      MT  (+/- 180 meters Scaled)
 GL0255
 GL0255                          SUPERSEDED SURVEY CONTROL
 GL0255
 GL0255.No superseded survey control is available for this station.
 GL0255
 GL0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA004105(NAD 83)
 GL0255_MARKER: DB = BENCH MARK DISK
 GL0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0255+STABILITY: SURFACE MOTION
 GL0255
 GL0255  HISTORY     - Date     Condition        Report By
 GL0255  HISTORY     - UNK      MONUMENTED       CGS
 GL0255  HISTORY     - 1934     GOOD             NGS
 GL0255
 GL0255                          STATION DESCRIPTION
 GL0255
 GL0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0255'17.79 MI NW FROM DALHART.
 GL0255'17.79 MILES N.W. BY RAIL FROM DALHART.  SET ON RIGHT OF WAY OF FT.
 GL0255'WORTH AND DENVER R.R. 46 FT. WEST OF CENTER LINE OF TRACK.  138 FT.
 GL0255'WEST OF TEXAS U.S. HWY, NO. 385.  150 FT. SOUTH OF M.P. 435.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0338 ***********************************************************************
 FM0338  DESIGNATION -  Y 243
 FM0338  PID         -  FM0338
 FM0338  STATE/COUNTY-  TX/OLDHAM
 FM0338  USGS QUAD   -  WILDORADO (1984)
 FM0338
 FM0338                         *CURRENT SURVEY CONTROL
 FM0338  ___________________________________________________________________
 FM0338* NAD 83(1986)-  35 12 37.     (N)    102 13 10.     (W)     SCALED    
 FM0338* NAVD 88     -      1196.920  (meters)    3926.89   (feet)  ADJUSTED  
 FM0338  ___________________________________________________________________
 FM0338  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 FM0338  DYNAMIC HT  -        1195.463 (meters)    3922.11  (feet)  COMP
 FM0338  MODELED GRAV-     979,375.5   (mgal)                       NAVD 88
 FM0338
 FM0338  VERT ORDER  -  SECOND    CLASS 0
 FM0338
 FM0338.The horizontal coordinates were scaled from a topographic map and have
 FM0338.an estimated accuracy of +/- 6 seconds.
 FM0338
 FM0338.The orthometric height was determined by differential leveling
 FM0338.and adjusted by the National Geodetic Survey in June 1991..
 FM0338
 FM0338.The geoid height was determined by GEOID03.
 FM0338
 FM0338.The dynamic height is computed by dividing the NAVD 88
 FM0338.geopotential number by the normal gravity value computed on the
 FM0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0338.degrees latitude (g = 980.6199 gals.).
 FM0338
 FM0338.The modeled gravity was interpolated from observed gravity values.
 FM0338
 FM0338;                    North         East    Units  Estimated Accuracy
 FM0338;SPC TX N     - 1,134,500.      134,500.      MT  (+/- 180 meters Scaled)
 FM0338
 FM0338                          SUPERSEDED SURVEY CONTROL
 FM0338
 FM0338  NGVD 29 (??/??/92) 1196.416  (m)         3925.24   (f) ADJ UNCH    2 0
 FM0338
 FM0338.Superseded values are not recommended for survey control.
 FM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0338.See file dsdata.txt to determine how the superseded data were derived.
 FM0338
 FM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU531999(NAD 83)
 FM0338_MARKER: DB = BENCH MARK DISK
 FM0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0338_STAMPING: Y-243 1934
 FM0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0338+STABILITY: SURFACE MOTION
 FM0338
 FM0338  HISTORY     - Date     Condition        Report By
 FM0338  HISTORY     - 1934     MONUMENTED       CGS
 FM0338  HISTORY     - 1966     GOOD             NGS
 FM0338
 FM0338                          STATION DESCRIPTION
 FM0338
 FM0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0338'11.9 MI E FROM VEGA.
 FM0338'11.9 MILES EAST OF ROCK ISLAND RAILROAD DEPOT AT VEGA 3 FEET NORTH OF
 FM0338'MILE POST 783.  42 FEET SOUTH OF CENTERLINE OF ROCK ISLAND RAILROAD.
 FM0338'40 FEET NORTH OF CENTERLINE OF U. S. HIGHWAY 66.  1.0 MILE WEST OF
 FM0338'DEPOT AT WILDORADO.
 FM0338
 FM0338                          STATION RECOVERY (1966)
 FM0338
 FM0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FM0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0881 ***********************************************************************
 DN0881  DESIGNATION -  Y 244
 DN0881  PID         -  DN0881
 DN0881  STATE/COUNTY-  TX/MONTAGUE
 DN0881  USGS QUAD   -  BELCHERVILLE (1967)
 DN0881
 DN0881                         *CURRENT SURVEY CONTROL
 DN0881  ___________________________________________________________________
 DN0881* NAD 83(1986)-  33 47 07.     (N)    097 45 52.     (W)     SCALED    
 DN0881* NAVD 88     -       278.694  (meters)     914.35   (feet)  ADJUSTED  
 DN0881  ___________________________________________________________________
 DN0881  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DN0881  DYNAMIC HT  -         278.395 (meters)     913.37  (feet)  COMP
 DN0881  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DN0881
 DN0881  VERT ORDER  -  SECOND    CLASS 0
 DN0881
 DN0881.The horizontal coordinates were scaled from a topographic map and have
 DN0881.an estimated accuracy of +/- 6 seconds.
 DN0881
 DN0881.The orthometric height was determined by differential leveling
 DN0881.and adjusted by the National Geodetic Survey in June 1991..
 DN0881
 DN0881.The geoid height was determined by GEOID03.
 DN0881
 DN0881.The dynamic height is computed by dividing the NAVD 88
 DN0881.geopotential number by the normal gravity value computed on the
 DN0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0881.degrees latitude (g = 980.6199 gals.).
 DN0881
 DN0881.The modeled gravity was interpolated from observed gravity values.
 DN0881
 DN0881;                    North         East    Units  Estimated Accuracy
 DN0881;SPC TXNC     - 2,235,180.      668,120.      MT  (+/- 180 meters Scaled)
 DN0881
 DN0881                          SUPERSEDED SURVEY CONTROL
 DN0881
 DN0881  NGVD 29 (??/??/92)  278.606  (m)          914.06   (f) ADJ UNCH    2 0
 DN0881
 DN0881.Superseded values are not recommended for survey control.
 DN0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0881.See file dsdata.txt to determine how the superseded data were derived.
 DN0881
 DN0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC143390(NAD 83)
 DN0881_MARKER: DB = BENCH MARK DISK
 DN0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0881_STAMPING: 914.060 Y 244 1934
 DN0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0881+STABILITY: SURFACE MOTION
 DN0881
 DN0881  HISTORY     - Date     Condition        Report By
 DN0881  HISTORY     - 1934     MONUMENTED       CGS
 DN0881  HISTORY     - 1950     GOOD             NGS
 DN0881  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0881
 DN0881                          STATION DESCRIPTION
 DN0881
 DN0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0881'2.3 MI W FROM NOCONA.
 DN0881'ABOUT 2.3 MILES WEST ALONG THE M.K.T. RAILROAD FROM NOCONA, MONTAGUE
 DN0881'COUNTY, 12 FEET WEST OF THE CENTERLINE OF AN OLD ROAD CROSSING, AND A
 DN0881'GATE, 45 FEET NORTH OF THE CENTERLINE OF THE TRACKS, 0.1 MILE NORTH OF
 DN0881'HIGHWAY NO.81, AND 7 POLES EAST OF M.P.745.  IT IS 100 YARDS SOUTH OF
 DN0881'THE DIRT ROAD AND DUE SOUTH OF A WELL NORTH OF THE DIRT ROAD.  IT IS
 DN0881'ABOUT LEVEL WITH THE TRACKS AND PROJECTS ABOUT 10 INCHES.  TO REACH
 DN0881'FROM NOCONA- GO WEST ON WEST PINE WHICH IS THE FIRST STREET NORTH OF
 DN0881'THE POST OFFICE, 2.2 MILES TO THE MARK SOUTH OF THE OLD CROSSING.
 DN0881
 DN0881                          STATION RECOVERY (1996)
 DN0881
 DN0881'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0474 ***********************************************************************
 DN0474  DESIGNATION -  Y 245
 DN0474  PID         -  DN0474
 DN0474  STATE/COUNTY-  TX/GRAYSON
 DN0474  USGS QUAD   -  SADLER (1982)
 DN0474
 DN0474                         *CURRENT SURVEY CONTROL
 DN0474  ___________________________________________________________________
 DN0474* NAD 83(1986)-  33 41 01.     (N)    096 50 50.     (W)     SCALED    
 DN0474* NAVD 88     -       219.131  (meters)     718.93   (feet)  ADJUSTED  
 DN0474  ___________________________________________________________________
 DN0474  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DN0474  DYNAMIC HT  -         218.898 (meters)     718.17  (feet)  COMP
 DN0474  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 DN0474
 DN0474  VERT ORDER  -  SECOND    CLASS 0
 DN0474
 DN0474.The horizontal coordinates were scaled from a topographic map and have
 DN0474.an estimated accuracy of +/- 6 seconds.
 DN0474
 DN0474.The orthometric height was determined by differential leveling
 DN0474.and adjusted by the National Geodetic Survey in June 1991..
 DN0474
 DN0474.The geoid height was determined by GEOID03.
 DN0474
 DN0474.The dynamic height is computed by dividing the NAVD 88
 DN0474.geopotential number by the normal gravity value computed on the
 DN0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0474.degrees latitude (g = 980.6199 gals.).
 DN0474
 DN0474.The modeled gravity was interpolated from observed gravity values.
 DN0474
 DN0474;                    North         East    Units  Estimated Accuracy
 DN0474;SPC TXNC     - 2,224,870.      753,240.      MT  (+/- 180 meters Scaled)
 DN0474
 DN0474                          SUPERSEDED SURVEY CONTROL
 DN0474
 DN0474  NGVD 29 (??/??/92)  219.093  (m)          718.81   (f) ADJ UNCH    2 0
 DN0474
 DN0474.Superseded values are not recommended for survey control.
 DN0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0474.See file dsdata.txt to determine how the superseded data were derived.
 DN0474
 DN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC995291(NAD 83)
 DN0474_MARKER: DB = BENCH MARK DISK
 DN0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0474_SP_SET: CULVERT
 DN0474_STAMPING: Y 245 1934
 DN0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0474
 DN0474  HISTORY     - Date     Condition        Report By
 DN0474  HISTORY     - 1934     MONUMENTED       CGS
 DN0474
 DN0474                          STATION DESCRIPTION
 DN0474
 DN0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0474'IN SADLER.
 DN0474'AT SADLER, GRAYSON COUNTY, 100 FEET WEST OF THE STATION OF THE
 DN0474'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, 25 FEET WEST OF THE
 DN0474'CENTERLINE OF A ROAD, 25 FEET NORTH OF THE TRACK, AND IN THE TOP OF A
 DN0474'CULVERT HEADWALL.  A STANDARD DISK, STAMPED Y 245 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1258 ***********************************************************************
 BY1258  DESIGNATION -  Y 248
 BY1258  PID         -  BY1258
 BY1258  STATE/COUNTY-  TX/CHEROKEE
 BY1258  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1258
 BY1258                         *CURRENT SURVEY CONTROL
 BY1258  ___________________________________________________________________
 BY1258* NAD 83(1986)-  31 55 28.     (N)    095 22 11.     (W)     SCALED    
 BY1258* NAVD 88     -       147.349  (meters)     483.43   (feet)  ADJUSTED  
 BY1258  ___________________________________________________________________
 BY1258  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1258  DYNAMIC HT  -         147.172 (meters)     482.85  (feet)  COMP
 BY1258  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 BY1258
 BY1258  VERT ORDER  -  FIRST     CLASS II
 BY1258
 BY1258.The horizontal coordinates were scaled from a topographic map and have
 BY1258.an estimated accuracy of +/- 6 seconds.
 BY1258
 BY1258.The orthometric height was determined by differential leveling
 BY1258.and adjusted by the National Geodetic Survey in June 1991..
 BY1258
 BY1258.The geoid height was determined by GEOID03.
 BY1258
 BY1258.The dynamic height is computed by dividing the NAVD 88
 BY1258.geopotential number by the normal gravity value computed on the
 BY1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1258.degrees latitude (g = 980.6199 gals.).
 BY1258
 BY1258.The modeled gravity was interpolated from observed gravity values.
 BY1258
 BY1258;                    North         East    Units  Estimated Accuracy
 BY1258;SPC TX C     - 3,260,770.    1,169,260.      MT  (+/- 180 meters Scaled)
 BY1258
 BY1258                          SUPERSEDED SURVEY CONTROL
 BY1258
 BY1258  NGVD 29 (??/??/92)  147.364  (m)          483.48   (f) ADJ UNCH    1 2
 BY1258
 BY1258.Superseded values are not recommended for survey control.
 BY1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1258.See file dsdata.txt to determine how the superseded data were derived.
 BY1258
 BY1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR759345(NAD 83)
 BY1258_MARKER: DB = BENCH MARK DISK
 BY1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1258_STAMPING: Y 248 1952
 BY1258_PROJECTION: PROJECTING 6 CENTIMETERS
 BY1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1258+STABILITY: SURFACE MOTION
 BY1258
 BY1258  HISTORY     - Date     Condition        Report By
 BY1258  HISTORY     - 1952     MONUMENTED       CGS
 BY1258  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1258  HISTORY     - 1980     GOOD             NGS
 BY1258  HISTORY     - 20040606 GOOD             USPSQD
 BY1258
 BY1258                          STATION DESCRIPTION
 BY1258
 BY1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1258'8.7 MI NE FROM NECHES.
 BY1258'8.7 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1258'NECHES, 142 FEET NORTH OF A POWER LINE CROSSING, 58 FEET NORTHWEST OF
 BY1258'THE CENTER LINE OF THE HIGHWAY, ON TOP OF A SMALL HILL, 3.5 FEET SOUTH
 BY1258'OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE, 3 FEET NORTHEAST OF A
 BY1258'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BY1258'FOOT ABOVE THE GROUND.
 BY1258
 BY1258                          STATION RECOVERY (1977)
 BY1258
 BY1258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1258'MARK NOT FOUND.
 BY1258
 BY1258                          STATION RECOVERY (1980)
 BY1258
 BY1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1258'9.0 KM. (5.6 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF
 BY1258'U.S. HIGHWAY 69 IN JACKSONVILLE, THENCE 1.85 KM. (1.15 MI.)
 BY1258'WEST-SOUTHWEST ALONG OLD U.S. HIGHWAY 79, AT THE CREST OF A SMALL
 BY1258'HILL, 41.5 M. (136 FT.) NORTHEAST OF A POWERLINE WHICH CROSSES THE
 BY1258'ROAD, 39.3 M. (129 FT.) SOUTHWEST OF A POWERLINE POLE WITH A GUY WIRE,
 BY1258'17.7 M. (58.0 FT.) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BY1258'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 BY1258'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BY1258
 BY1258                          STATION RECOVERY (2004)
 BY1258
 BY1258'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2016 ***********************************************************************
 BY2016  DESIGNATION -  Y 249
 BY2016  PID         -  BY2016
 BY2016  STATE/COUNTY-  TX/LEON
 BY2016  USGS QUAD   -  KEECHI (1964)
 BY2016
 BY2016                         *CURRENT SURVEY CONTROL
 BY2016  ___________________________________________________________________
 BY2016* NAD 83(1986)-  31 32 54.     (N)    095 55 49.     (W)     SCALED    
 BY2016* NAVD 88     -       115.379  (meters)     378.54   (feet)  ADJUSTED  
 BY2016  ___________________________________________________________________
 BY2016  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BY2016  DYNAMIC HT  -         115.237 (meters)     378.07  (feet)  COMP
 BY2016  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 BY2016
 BY2016  VERT ORDER  -  FIRST     CLASS II
 BY2016
 BY2016.The horizontal coordinates were scaled from a topographic map and have
 BY2016.an estimated accuracy of +/- 6 seconds.
 BY2016
 BY2016.The orthometric height was determined by differential leveling
 BY2016.and adjusted by the National Geodetic Survey in June 1991..
 BY2016
 BY2016.The geoid height was determined by GEOID03.
 BY2016
 BY2016.The dynamic height is computed by dividing the NAVD 88
 BY2016.geopotential number by the normal gravity value computed on the
 BY2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2016.degrees latitude (g = 980.6199 gals.).
 BY2016
 BY2016.The modeled gravity was interpolated from observed gravity values.
 BY2016
 BY2016;                    North         East    Units  Estimated Accuracy
 BY2016;SPC TX C     - 3,216,870.    1,117,950.      MT  (+/- 180 meters Scaled)
 BY2016
 BY2016                          SUPERSEDED SURVEY CONTROL
 BY2016
 BY2016  NGVD 29 (??/??/92)  115.337  (m)          378.40   (f) ADJ UNCH    1 2
 BY2016
 BY2016.Superseded values are not recommended for survey control.
 BY2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2016.See file dsdata.txt to determine how the superseded data were derived.
 BY2016
 BY2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ218940(NAD 83)
 BY2016_MARKER: DB = BENCH MARK DISK
 BY2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2016_STAMPING: Y 249 1952
 BY2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2016+STABILITY: SURFACE MOTION
 BY2016
 BY2016  HISTORY     - Date     Condition        Report By
 BY2016  HISTORY     - 1952     MONUMENTED       CGS
 BY2016  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY2016  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2016
 BY2016                          STATION DESCRIPTION
 BY2016
 BY2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2016'2.7 MI NE FROM KEECHI.
 BY2016'2.7 MILES NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2016'RAILROAD FROM THE STATION SIGN AT KEECHI, 81 FEET NORTHWEST OF THE
 BY2016'NORTHWEST RAIL, 21 FEET SOUTHEAST OF THE CENTER LINE OF A SAND ROAD, 1
 BY2016'FOOT SOUTHEAST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, 8 FEET
 BY2016'ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 BY2016'PROJECTS 0.7 FOOT ABOVE THE TOP OF THE GROUND, 0.2 MILES SOUTHWEST OF
 BY2016'MILEPOST 24.
 BY2016
 BY2016                          STATION RECOVERY (1964)
 BY2016
 BY2016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY2016'MARK NOT FOUND.
 BY2016
 BY2016                          STATION RECOVERY (1980)
 BY2016
 BY2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1058 ***********************************************************************
 BY1058  DESIGNATION -  Y 251
 BY1058  PID         -  BY1058
 BY1058  STATE/COUNTY-  TX/CHEROKEE
 BY1058  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY1058
 BY1058                         *CURRENT SURVEY CONTROL
 BY1058  ___________________________________________________________________
 BY1058* NAD 83(1986)-  31 52 35.     (N)    095 00 36.     (W)     SCALED    
 BY1058* NAVD 88     -        94.595  (meters)     310.35   (feet)  ADJUSTED  
 BY1058  ___________________________________________________________________
 BY1058  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY1058  DYNAMIC HT  -          94.482 (meters)     309.98  (feet)  COMP
 BY1058  MODELED GRAV-     979,442.8   (mgal)                       NAVD 88
 BY1058
 BY1058  VERT ORDER  -  FIRST     CLASS II
 BY1058
 BY1058.The horizontal coordinates were scaled from a topographic map and have
 BY1058.an estimated accuracy of +/- 6 seconds.
 BY1058
 BY1058.The orthometric height was determined by differential leveling
 BY1058.and adjusted by the National Geodetic Survey in June 1991..
 BY1058
 BY1058.The geoid height was determined by GEOID03.
 BY1058
 BY1058.The dynamic height is computed by dividing the NAVD 88
 BY1058.geopotential number by the normal gravity value computed on the
 BY1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1058.degrees latitude (g = 980.6199 gals.).
 BY1058
 BY1058.The modeled gravity was interpolated from observed gravity values.
 BY1058
 BY1058;                    North         East    Units  Estimated Accuracy
 BY1058;SPC TX C     - 3,257,020.    1,203,500.      MT  (+/- 180 meters Scaled)
 BY1058
 BY1058                          SUPERSEDED SURVEY CONTROL
 BY1058
 BY1058  NGVD 29 (??/??/92)   94.619  (m)          310.43   (f) ADJ UNCH    1 2
 BY1058
 BY1058.Superseded values are not recommended for survey control.
 BY1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1058.See file dsdata.txt to determine how the superseded data were derived.
 BY1058
 BY1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR098284(NAD 83)
 BY1058_MARKER: DB = BENCH MARK DISK
 BY1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1058_STAMPING: Y 251 1952
 BY1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1058+STABILITY: SURFACE MOTION
 BY1058
 BY1058  HISTORY     - Date     Condition        Report By
 BY1058  HISTORY     - 1952     MONUMENTED       CGS
 BY1058
 BY1058                          STATION DESCRIPTION
 BY1058
 BY1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1058'1.5 MI NW FROM REKLAW.
 BY1058'1.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1058'STATION AT REKLAW, AT A PRIVATE ROAD CROSSING, 6 POLES NORTHWEST OF
 BY1058'MILEPOST 184, 76 FEET NORTHEAST OF THE NORTHEAST RAIL, 34 FEET
 BY1058'SOUTHEAST OF THE CENTER OF A GATE AND THE CENTER LINE OF THE PRIVATE
 BY1058'ROAD, 2 FEET SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST,
 BY1058'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BY1058'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0024 ***********************************************************************
 BZ0024  DESIGNATION -  Y 252
 BZ0024  PID         -  BZ0024
 BZ0024  STATE/COUNTY-  TX/LIMESTONE
 BZ0024  USGS QUAD   -  TEAGUE SOUTH (1982)
 BZ0024
 BZ0024                         *CURRENT SURVEY CONTROL
 BZ0024  ___________________________________________________________________
 BZ0024* NAD 83(1986)-  31 30 27.     (N)    096 19 50.     (W)     SCALED    
 BZ0024* NAVD 88     -       122.939  (meters)     403.34   (feet)  ADJUSTED  
 BZ0024  ___________________________________________________________________
 BZ0024  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ0024  DYNAMIC HT  -         122.790 (meters)     402.85  (feet)  COMP
 BZ0024  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 BZ0024
 BZ0024  VERT ORDER  -  FIRST     CLASS II
 BZ0024
 BZ0024.The horizontal coordinates were scaled from a topographic map and have
 BZ0024.an estimated accuracy of +/- 6 seconds.
 BZ0024
 BZ0024.The orthometric height was determined by differential leveling
 BZ0024.and adjusted by the National Geodetic Survey in June 1991..
 BZ0024.WARNING-Repeat measurements at this control monument indicate possible
 BZ0024.vertical movement.
 BZ0024
 BZ0024.The geoid height was determined by GEOID03.
 BZ0024
 BZ0024.The dynamic height is computed by dividing the NAVD 88
 BZ0024.geopotential number by the normal gravity value computed on the
 BZ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0024.degrees latitude (g = 980.6199 gals.).
 BZ0024
 BZ0024.The modeled gravity was interpolated from observed gravity values.
 BZ0024
 BZ0024;                    North         East    Units  Estimated Accuracy
 BZ0024;SPC TX C     - 3,210,910.    1,080,130.      MT  (+/- 180 meters Scaled)
 BZ0024
 BZ0024                          SUPERSEDED SURVEY CONTROL
 BZ0024
 BZ0024  NGVD 29 (??/??/92)  122.915  (m)          403.26   (f) ADJ UNCH    1 2
 BZ0024
 BZ0024.Superseded values are not recommended for survey control.
 BZ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0024.See file dsdata.txt to determine how the superseded data were derived.
 BZ0024
 BZ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV535889(NAD 83)
 BZ0024_MARKER: DB = BENCH MARK DISK
 BZ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0024_STAMPING: Y 252 1952
 BZ0024_PROJECTION: RECESSED 2 CENTIMETERS
 BZ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0024+STABILITY: SURFACE MOTION
 BZ0024
 BZ0024  HISTORY     - Date     Condition        Report By
 BZ0024  HISTORY     - 1952     MONUMENTED       CGS
 BZ0024  HISTORY     - 1980     GOOD             NGS
 BZ0024
 BZ0024                          STATION DESCRIPTION
 BZ0024
 BZ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0024'IN PERSONVILLE.
 BZ0024'AT PERSONVILLE, AT THE INTERSECTION OF STATE HIGHWAY 164 AND FARM ROAD
 BZ0024'39, 225 FEET EAST OF THE CENTER OF THE INTERSECTION, 93 FEET SOUTH OF
 BZ0024'THE CENTER LINE OF THE HIGHWAY, 64 FEET NORTHEAST OF THE CENTER LINE
 BZ0024'OF THE FARM ROAD, 5 FEET WEST OF A POWER POLE, 2 FEET NORTHWEST OF A
 BZ0024'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BZ0024'FOOT ABOVE THE GROUND.
 BZ0024
 BZ0024                          STATION RECOVERY (1980)
 BZ0024
 BZ0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0024'IN PERSONVILLE, AT THE INTERSECTION OF FARM ROAD 39 AND STATE HIGHWAY
 BZ0024'164, 68.6 M. (225 FT.) EAST OF THE CENTER OF THE INTERSECTION, 28.3 M.
 BZ0024'(93.0 FT.) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 19.5 M. (64.0 FT.)
 BZ0024'NORTHEAST OF THE CENTERLINE OF THE ROAD, 1.5 M. (5.0 FT.) WEST OF A
 BZ0024'POWERLINE POLE WITH GUY WIRES, 0.8 M. (2.5 FT.) SOUTH OF A POST,
 BZ0024'8.2 M. (27.0 FT.) SOUTHEAST OF A GUY WIRE ANCHOR.
 BZ0024'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 BZ0024'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0295 ***********************************************************************
 GK0295  DESIGNATION -  Y 253
 GK0295  PID         -  GK0295
 GK0295  STATE/COUNTY-  TX/HANSFORD
 GK0295  USGS QUAD   -  BERNSTEIN (1974)
 GK0295
 GK0295                         *CURRENT SURVEY CONTROL
 GK0295  ___________________________________________________________________
 GK0295* NAD 83(1986)-  36 22 44.     (N)    101 21 51.     (W)     SCALED    
 GK0295* NAVD 88     -       955.430  (meters)    3134.61   (feet)  ADJUSTED  
 GK0295  ___________________________________________________________________
 GK0295  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GK0295  DYNAMIC HT  -         954.413 (meters)    3131.27  (feet)  COMP
 GK0295  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 GK0295
 GK0295  VERT ORDER  -  SECOND    CLASS 0
 GK0295
 GK0295.The horizontal coordinates were scaled from a topographic map and have
 GK0295.an estimated accuracy of +/- 6 seconds.
 GK0295
 GK0295.The orthometric height was determined by differential leveling
 GK0295.and adjusted by the National Geodetic Survey in June 1991..
 GK0295
 GK0295.The geoid height was determined by GEOID03.
 GK0295
 GK0295.The dynamic height is computed by dividing the NAVD 88
 GK0295.geopotential number by the normal gravity value computed on the
 GK0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0295.degrees latitude (g = 980.6199 gals.).
 GK0295
 GK0295.The modeled gravity was interpolated from observed gravity values.
 GK0295
 GK0295;                    North         East    Units  Estimated Accuracy
 GK0295;SPC TX N     - 1,263,930.      212,190.      MT  (+/- 180 meters Scaled)
 GK0295
 GK0295                          SUPERSEDED SURVEY CONTROL
 GK0295
 GK0295  NGVD 29 (??/??/92)  954.978  (m)         3133.12   (f) ADJ UNCH    2 0
 GK0295
 GK0295.Superseded values are not recommended for survey control.
 GK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0295.See file dsdata.txt to determine how the superseded data were derived.
 GK0295
 GK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF879285(NAD 83)
 GK0295_MARKER: DB = BENCH MARK DISK
 GK0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0295_STAMPING: Y-253 1934
 GK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0295+STABILITY: SURFACE MOTION
 GK0295
 GK0295  HISTORY     - Date     Condition        Report By
 GK0295  HISTORY     - 1934     MONUMENTED       CGS
 GK0295
 GK0295                          STATION DESCRIPTION
 GK0295
 GK0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0295'8.6 MI NE FROM GRUVER.
 GK0295'8.6 MILES NORTHEAST OF C. RI. AND G. RR. STATION AT GRUVER 35 FEET
 GK0295'SOUTHEAST OF NEAREST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF
 GK0295'RAILWAY TRACK. 2 POLES NORTHEAST OF MILES POLE 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0315 ***********************************************************************
 GK0315  DESIGNATION -  Y 254
 GK0315  PID         -  GK0315
 GK0315  STATE/COUNTY-  TX/HANSFORD
 GK0315  USGS QUAD   -  HANSFORD (1962)
 GK0315
 GK0315                         *CURRENT SURVEY CONTROL
 GK0315  ___________________________________________________________________
 GK0315* NAD 83(1986)-  36 13 40.     (N)    101 20 40.     (W)     SCALED    
 GK0315* NAVD 88     -       963.288  (meters)    3160.39   (feet)  ADJUSTED  
 GK0315  ___________________________________________________________________
 GK0315  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GK0315  DYNAMIC HT  -         962.248 (meters)    3156.98  (feet)  COMP
 GK0315  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 GK0315
 GK0315  VERT ORDER  -  SECOND    CLASS 0
 GK0315
 GK0315.The horizontal coordinates were scaled from a topographic map and have
 GK0315.an estimated accuracy of +/- 6 seconds.
 GK0315
 GK0315.The orthometric height was determined by differential leveling
 GK0315.and adjusted by the National Geodetic Survey in June 1991..
 GK0315
 GK0315.The geoid height was determined by GEOID03.
 GK0315
 GK0315.The dynamic height is computed by dividing the NAVD 88
 GK0315.geopotential number by the normal gravity value computed on the
 GK0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0315.degrees latitude (g = 980.6199 gals.).
 GK0315
 GK0315.The modeled gravity was interpolated from observed gravity values.
 GK0315
 GK0315;                    North         East    Units  Estimated Accuracy
 GK0315;SPC TX N     - 1,247,160.      213,990.      MT  (+/- 180 meters Scaled)
 GK0315
 GK0315                          SUPERSEDED SURVEY CONTROL
 GK0315
 GK0315  NGVD 29 (??/??/92)  962.840  (m)         3158.92   (f) ADJ UNCH    2 0
 GK0315
 GK0315.Superseded values are not recommended for survey control.
 GK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0315.See file dsdata.txt to determine how the superseded data were derived.
 GK0315
 GK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF892117(NAD 83)
 GK0315_MARKER: DB = BENCH MARK DISK
 GK0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0315_SP_SET: CULVERT
 GK0315_STAMPING: Y 254 1934
 GK0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0315
 GK0315  HISTORY     - Date     Condition        Report By
 GK0315  HISTORY     - 1934     MONUMENTED       CGS
 GK0315  HISTORY     - 1943     GOOD             NGS
 GK0315  HISTORY     - 1968     GOOD             NGS
 GK0315
 GK0315                          STATION DESCRIPTION
 GK0315
 GK0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0315'4.6 MI SE FROM GRUVER.
 GK0315'ABOUT 4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 282 FROM THE CITY WATER
 GK0315'TOWER AT GRUVER, HANSFORD COUNTY, 89.0 FEET NORTHWEST OF THE CENTER
 GK0315'LINE OF A ROAD RUNNING SOUTHWEST, SET IN THE TOP OF THE NORTHWEST END
 GK0315'OF THE SOUTHWEST HEAD WALL OF A 10 FOOT CULVERT, 19.0 FEET SOUTHWEST
 GK0315'OF THE CENTER LINE OF THE HIGHWAY.
 GK0315
 GK0315                          STATION RECOVERY (1968)
 GK0315
 GK0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GK0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0628 ***********************************************************************
 FL0628  DESIGNATION -  Y 256
 FL0628  PID         -  FL0628
 FL0628  STATE/COUNTY-  TX/GRAY
 FL0628  USGS QUAD   -  HOOVER (1967)
 FL0628
 FL0628                         *CURRENT SURVEY CONTROL
 FL0628  ___________________________________________________________________
 FL0628* NAD 83(1986)-  35 36 20.     (N)    100 49 48.     (W)     SCALED    
 FL0628* NAVD 88     -       914.712  (meters)    3001.02   (feet)  ADJUSTED  
 FL0628  ___________________________________________________________________
 FL0628  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 FL0628  DYNAMIC HT  -         913.702 (meters)    2997.70  (feet)  COMP
 FL0628  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 FL0628
 FL0628  VERT ORDER  -  SECOND    CLASS 0
 FL0628
 FL0628.The horizontal coordinates were scaled from a topographic map and have
 FL0628.an estimated accuracy of +/- 6 seconds.
 FL0628
 FL0628.The orthometric height was determined by differential leveling
 FL0628.and adjusted by the National Geodetic Survey in June 1991..
 FL0628
 FL0628.The geoid height was determined by GEOID03.
 FL0628
 FL0628.The dynamic height is computed by dividing the NAVD 88
 FL0628.geopotential number by the normal gravity value computed on the
 FL0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0628.degrees latitude (g = 980.6199 gals.).
 FL0628
 FL0628.The modeled gravity was interpolated from observed gravity values.
 FL0628
 FL0628;                    North         East    Units  Estimated Accuracy
 FL0628;SPC TX N     - 1,178,320.      260,700.      MT  (+/- 180 meters Scaled)
 FL0628
 FL0628                          SUPERSEDED SURVEY CONTROL
 FL0628
 FL0628  NGVD 29 (??/??/92)  914.304  (m)         2999.68   (f) ADJ UNCH    2 0
 FL0628
 FL0628.Superseded values are not recommended for survey control.
 FL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0628.See file dsdata.txt to determine how the superseded data were derived.
 FL0628
 FL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE342417(NAD 83)
 FL0628_MARKER: DB = BENCH MARK DISK
 FL0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0628_STAMPING: Y-256 1934
 FL0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0628+STABILITY: SURFACE MOTION
 FL0628
 FL0628  HISTORY     - Date     Condition        Report By
 FL0628  HISTORY     - 1934     MONUMENTED       CGS
 FL0628  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0628
 FL0628                          STATION DESCRIPTION
 FL0628
 FL0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0628'1.5 MI NE FROM HOOVER.
 FL0628'1.5 MILES NORTHEAST OF HOOVER P. AND S.F. RR. STATION 0.2 MILE EAST OF
 FL0628'MILE POLE 490. 288 FEET NORTHWEST OF PANHANDLE AND SANTA FE RAILWAY
 FL0628'BRIDGE 489-B.  78 FEET NORTH OF NEAREST RAIL OF RAILWAY TRACK.
 FL0628
 FL0628                          STATION RECOVERY (1966)
 FL0628
 FL0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0019 ***********************************************************************
 BZ0019  DESIGNATION -  Y 257
 BZ0019  PID         -  BZ0019
 BZ0019  STATE/COUNTY-  TX/LIMESTONE
 BZ0019  USGS QUAD   -  FALLON (1982)
 BZ0019
 BZ0019                         *CURRENT SURVEY CONTROL
 BZ0019  ___________________________________________________________________
 BZ0019* NAD 83(1986)-  31 33 19.     (N)    096 22 51.     (W)     SCALED    
 BZ0019* NAVD 88     -       148.888  (meters)     488.48   (feet)  ADJUSTED  
 BZ0019  ___________________________________________________________________
 BZ0019  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 BZ0019  DYNAMIC HT  -         148.709 (meters)     487.89  (feet)  COMP
 BZ0019  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 BZ0019
 BZ0019  VERT ORDER  -  FIRST     CLASS II
 BZ0019
 BZ0019.The horizontal coordinates were scaled from a topographic map and have
 BZ0019.an estimated accuracy of +/- 6 seconds.
 BZ0019
 BZ0019.The orthometric height was determined by differential leveling
 BZ0019.and adjusted by the National Geodetic Survey in June 1991..
 BZ0019.WARNING-Repeat measurements at this control monument indicate possible
 BZ0019.vertical movement.
 BZ0019
 BZ0019.The geoid height was determined by GEOID03.
 BZ0019
 BZ0019.The dynamic height is computed by dividing the NAVD 88
 BZ0019.geopotential number by the normal gravity value computed on the
 BZ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0019.degrees latitude (g = 980.6199 gals.).
 BZ0019
 BZ0019.The modeled gravity was interpolated from observed gravity values.
 BZ0019
 BZ0019;                    North         East    Units  Estimated Accuracy
 BZ0019;SPC TX C     - 3,216,030.    1,075,170.      MT  (+/- 180 meters Scaled)
 BZ0019
 BZ0019                          SUPERSEDED SURVEY CONTROL
 BZ0019
 BZ0019  NGVD 29 (??/??/92)  148.867  (m)          488.41   (f) ADJ UNCH    1 2
 BZ0019
 BZ0019.Superseded values are not recommended for survey control.
 BZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0019.See file dsdata.txt to determine how the superseded data were derived.
 BZ0019
 BZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV486941(NAD 83)
 BZ0019_MARKER: DB = BENCH MARK DISK
 BZ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0019_STAMPING: Y 257 1952
 BZ0019_PROJECTION: PROJECTING 4 CENTIMETERS
 BZ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0019+STABILITY: SURFACE MOTION
 BZ0019
 BZ0019  HISTORY     - Date     Condition        Report By
 BZ0019  HISTORY     - 1952     MONUMENTED       CGS
 BZ0019  HISTORY     - 1980     GOOD             NGS
 BZ0019
 BZ0019                          STATION DESCRIPTION
 BZ0019
 BZ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0019'4.45 MI NW FROM PERSONVILLE.
 BZ0019'4.45 MILES NORTHWEST ALONG FARM ROAD 39 FROM ITS INTERSECTION WITH
 BZ0019'STATE HIGHWAY 164 AT PERSONVILLE, AT THE NORTHWEST END OF A LONG FILL,
 BZ0019'54 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 19 FEET NORTHWEST OF
 BZ0019'THE CENTER OF A WOODEN GATE, 3.5 FEET SOUTH OF A FENCE CORNER, 1.8
 BZ0019'FEET SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, 0.6
 BZ0019'MILE SOUTHEAST OF BENCH MARK X 257, SET IN THE TOP OF A CONCRETE POST
 BZ0019'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BZ0019
 BZ0019                          STATION RECOVERY (1980)
 BZ0019
 BZ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0019'7.2 KM. (4.5 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0019'STATE HIGHWAY 164 IN PERSONVILLE, DIRECTLY ACROSS THE ROAD FROM A DIRT
 BZ0019'ROAD LEADING SOUTHWEST, AT A STONE ROAD LEADING NORTHEAST TO A FIELD
 BZ0019'AND A POND, 16.5 M. (54.0 FT.) NORTHEAST OF THE CENTERLINE OF THE FARM
 BZ0019'ROAD, 15.5 M. (51.0 FT.) SOUTHEAST OF THE CENTER OF A WOODEN GATE AND
 BZ0019'THE STONE ROAD, 1.1 M. (3.5 FT.) SOUTH OF A WOODEN CORNER FENCE POST,
 BZ0019'0.5 M. (1.5 FT.) SOUTHWEST OF A FENCE.
 BZ0019'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 BZ0019'THE MARK IS 1.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0585 ***********************************************************************
 GK0585  DESIGNATION -  Y 259
 GK0585  PID         -  GK0585
 GK0585  STATE/COUNTY-  TX/SHERMAN
 GK0585  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK0585
 GK0585                         *CURRENT SURVEY CONTROL
 GK0585  ___________________________________________________________________
 GK0585* NAD 83(1986)-  36 08 19.     (N)    101 43 17.     (W)     SCALED    
 GK0585* NAVD 88     -      1048.564  (meters)    3440.16   (feet)  ADJUSTED  
 GK0585  ___________________________________________________________________
 GK0585  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 GK0585  DYNAMIC HT  -        1047.396 (meters)    3436.33  (feet)  COMP
 GK0585  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 GK0585
 GK0585  VERT ORDER  -  SECOND    CLASS 0
 GK0585
 GK0585.The horizontal coordinates were scaled from a topographic map and have
 GK0585.an estimated accuracy of +/- 6 seconds.
 GK0585
 GK0585.The orthometric height was determined by differential leveling
 GK0585.and adjusted by the National Geodetic Survey in June 1991..
 GK0585
 GK0585.The geoid height was determined by GEOID03.
 GK0585
 GK0585.The dynamic height is computed by dividing the NAVD 88
 GK0585.geopotential number by the normal gravity value computed on the
 GK0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0585.degrees latitude (g = 980.6199 gals.).
 GK0585
 GK0585.The modeled gravity was interpolated from observed gravity values.
 GK0585
 GK0585;                    North         East    Units  Estimated Accuracy
 GK0585;SPC TX N     - 1,237,280.      180,070.      MT  (+/- 180 meters Scaled)
 GK0585
 GK0585                          SUPERSEDED SURVEY CONTROL
 GK0585
 GK0585  NGVD 29 (??/??/92) 1048.074  (m)         3438.56   (f) ADJ UNCH    2 0
 GK0585
 GK0585.Superseded values are not recommended for survey control.
 GK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0585.See file dsdata.txt to determine how the superseded data were derived.
 GK0585
 GK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF551027(NAD 83)
 GK0585_MARKER: DB = BENCH MARK DISK
 GK0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0585_STAMPING: Y 259 1952
 GK0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0585+STABILITY: SURFACE MOTION
 GK0585
 GK0585  HISTORY     - Date     Condition        Report By
 GK0585  HISTORY     - 1952     MONUMENTED       CGS
 GK0585
 GK0585                          STATION DESCRIPTION
 GK0585
 GK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0585'14.0 MI NE FROM SUNRAY.
 GK0585'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0585'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 6.0 MILES EAST ALONG FARM
 GK0585'ROAD 1573, AT A JUNCTION WITH A PRIVATE ROAD LEADING SOUTH TO A LAKE,
 GK0585'50 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 42 FEET WEST OF THE
 GK0585'CENTER LINE OF THE PRIVATE ROAD, 30 FEET WEST OF A FENCE CORNER, 1.2
 GK0585'FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS 30 FEET WEST OF A
 GK0585'FENCE CORNER, 1.2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 GK0585'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 GK0585'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0463 ***********************************************************************
 GK0463  DESIGNATION -  Y 260
 GK0463  PID         -  GK0463
 GK0463  STATE/COUNTY-  TX/SHERMAN
 GK0463  USGS QUAD   -  COLDWATER CREEK (1974)
 GK0463
 GK0463                         *CURRENT SURVEY CONTROL
 GK0463  ___________________________________________________________________
 GK0463* NAD 83(1986)-  36 19 39.     (N)    101 42 51.     (W)     SCALED    
 GK0463* NAVD 88     -      1047.541  (meters)    3436.81   (feet)  ADJUSTED  
 GK0463  ___________________________________________________________________
 GK0463  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 GK0463  DYNAMIC HT  -        1046.396 (meters)    3433.05  (feet)  COMP
 GK0463  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 GK0463
 GK0463  VERT ORDER  -  SECOND    CLASS 0
 GK0463
 GK0463.The horizontal coordinates were scaled from a topographic map and have
 GK0463.an estimated accuracy of +/- 6 seconds.
 GK0463
 GK0463.The orthometric height was determined by differential leveling
 GK0463.and adjusted by the National Geodetic Survey in June 1991..
 GK0463
 GK0463.The geoid height was determined by GEOID03.
 GK0463
 GK0463.The dynamic height is computed by dividing the NAVD 88
 GK0463.geopotential number by the normal gravity value computed on the
 GK0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0463.degrees latitude (g = 980.6199 gals.).
 GK0463
 GK0463.The modeled gravity was interpolated from observed gravity values.
 GK0463
 GK0463;                    North         East    Units  Estimated Accuracy
 GK0463;SPC TX N     - 1,258,240.      180,770.      MT  (+/- 180 meters Scaled)
 GK0463
 GK0463                          SUPERSEDED SURVEY CONTROL
 GK0463
 GK0463  NGVD 29 (??/??/92) 1047.072  (m)         3435.27   (f) ADJ UNCH    2 0
 GK0463
 GK0463.Superseded values are not recommended for survey control.
 GK0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0463.See file dsdata.txt to determine how the superseded data were derived.
 GK0463
 GK0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF563236(NAD 83)
 GK0463_MARKER: DB = BENCH MARK DISK
 GK0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0463_STAMPING: Y 260 1952
 GK0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0463+STABILITY: SURFACE MOTION
 GK0463
 GK0463  HISTORY     - Date     Condition        Report By
 GK0463  HISTORY     - 1952     MONUMENTED       CGS
 GK0463
 GK0463                          STATION DESCRIPTION
 GK0463
 GK0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0463'20.2 MI E FROM STRATFORD.
 GK0463'20.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0463'PACIFIC RAILROAD STATION AT STRATFORD, 49 FEET NORTH OF THE CENTER
 GK0463'LINE OF THE FARM ROAD, 32 FEET EAST OF A FENCE LEADING NORTH, 1 FOOT
 GK0463'SOUTH OF AN EAST AND WEST FENCE, 2 FEET WEST OF A WITNESS POST, SET IN
 GK0463'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0713 ***********************************************************************
 CT0713  DESIGNATION -  Y 261
 CT0713  PID         -  CT0713
 CT0713  STATE/COUNTY-  TX/JONES
 CT0713  USGS QUAD   -  HAWLEY (1987)
 CT0713
 CT0713                         *CURRENT SURVEY CONTROL
 CT0713  ___________________________________________________________________
 CT0713* NAD 83(1986)-  32 36 55.     (N)    099 48 48.     (W)     SCALED    
 CT0713* NAVD 88     -       500.338  (meters)    1641.53   (feet)  ADJUSTED  
 CT0713  ___________________________________________________________________
 CT0713  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CT0713  DYNAMIC HT  -         499.693 (meters)    1639.41  (feet)  COMP
 CT0713  MODELED GRAV-     979,334.2   (mgal)                       NAVD 88
 CT0713
 CT0713  VERT ORDER  -  SECOND    CLASS 0
 CT0713
 CT0713.The horizontal coordinates were scaled from a topographic map and have
 CT0713.an estimated accuracy of +/- 6 seconds.
 CT0713
 CT0713.The orthometric height was determined by differential leveling
 CT0713.and adjusted by the National Geodetic Survey in June 1991..
 CT0713
 CT0713.The geoid height was determined by GEOID03.
 CT0713
 CT0713.The dynamic height is computed by dividing the NAVD 88
 CT0713.geopotential number by the normal gravity value computed on the
 CT0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0713.degrees latitude (g = 980.6199 gals.).
 CT0713
 CT0713.The modeled gravity was interpolated from observed gravity values.
 CT0713
 CT0713;                    North         East    Units  Estimated Accuracy
 CT0713;SPC TXNC     - 2,105,960.      476,750.      MT  (+/- 180 meters Scaled)
 CT0713
 CT0713                          SUPERSEDED SURVEY CONTROL
 CT0713
 CT0713  NGVD 29 (??/??/92)  500.174  (m)         1640.99   (f) ADJ UNCH    2 0
 CT0713
 CT0713.Superseded values are not recommended for survey control.
 CT0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0713.See file dsdata.txt to determine how the superseded data were derived.
 CT0713
 CT0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB236089(NAD 83)
 CT0713_MARKER: DB = BENCH MARK DISK
 CT0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0713_STAMPING: Y 261 1934
 CT0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0713+STABILITY: SURFACE MOTION
 CT0713
 CT0713  HISTORY     - Date     Condition        Report By
 CT0713  HISTORY     - 1934     MONUMENTED       CGS
 CT0713  HISTORY     - 1958     GOOD             NGS
 CT0713
 CT0713                          STATION DESCRIPTION
 CT0713
 CT0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0713'IN HAWLEY.
 CT0713'AT HAWLEY, JONES COUNTY, ON THE WICHITA VALLEY RAILWAY, 0.3 MILE NORTH
 CT0713'OF THE STATION, 0.3 MILE SOUTH OF MILEPOST 137, AT A ROAD CROSSING, 60
 CT0713'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 39 FEET WEST OF THE
 CT0713'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Y 261 1934 AND SET
 CT0713'IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN 1934 THAT
 CT0713'THIS BENCH MARK WAS APPARENTLY TAMPERED WITH BY VANDALS JUST AFTER
 CT0713'BEING SET.  IT WAS REMOVED FROM THE STILL-WET CONCRETE AND THEN
 CT0713'REPLACED ABOUT 3 INCHES OFF CENTER AND WITH THE TOP PROJECTING ABOUT 2
 CT0713'INCHES ABOVE THE SURFACE OF THE CONCRETE.  THUS THE MARK HARDENED. ITS
 CT0713'APPEARANCE IS ABOVE THE SURFACE OF THE CONCRETE.  THUS THE MARK
 CT0713'HARDENED.  ITS APPEARANCE IS GROTESQUE BUT IT IS FIRM AND SHOULD BE
 CT0713'UNLESS TAMPERED WITH AGAIN.  NOTE-- THE DISK PROJECTS ABOVE THE
 CT0713'CONCRETE ABOUT 2 INCHES AS ORIGINALLY DESCRIBED AND IS APPARENTLY IN
 CT0713'THE SAME CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0269 ***********************************************************************
 DN0269  DESIGNATION -  Y 262
 DN0269  PID         -  DN0269
 DN0269  STATE/COUNTY-  TX/DENTON
 DN0269  USGS QUAD   -  HEBRON (1981)
 DN0269
 DN0269                         *CURRENT SURVEY CONTROL
 DN0269  ___________________________________________________________________
 DN0269* NAD 83(1986)-  33 03 39.     (N)    096 51 26.     (W)     SCALED    
 DN0269* NAVD 88     -       170.962  (meters)     560.90   (feet)  ADJUSTED  
 DN0269  ___________________________________________________________________
 DN0269  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DN0269  DYNAMIC HT  -         170.769 (meters)     560.26  (feet)  COMP
 DN0269  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 DN0269
 DN0269  VERT ORDER  -  SECOND    CLASS 0
 DN0269
 DN0269.The horizontal coordinates were scaled from a topographic map and have
 DN0269.an estimated accuracy of +/- 6 seconds.
 DN0269
 DN0269.The orthometric height was determined by differential leveling
 DN0269.and adjusted by the National Geodetic Survey in June 1991..
 DN0269
 DN0269.The geoid height was determined by GEOID03.
 DN0269
 DN0269.The dynamic height is computed by dividing the NAVD 88
 DN0269.geopotential number by the normal gravity value computed on the
 DN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0269.degrees latitude (g = 980.6199 gals.).
 DN0269
 DN0269.The modeled gravity was interpolated from observed gravity values.
 DN0269
 DN0269;                    North         East    Units  Estimated Accuracy
 DN0269;SPC TXNC     - 2,155,800.      753,390.      MT  (+/- 180 meters Scaled)
 DN0269
 DN0269                          SUPERSEDED SURVEY CONTROL
 DN0269
 DN0269  NGVD 29 (??/??/92)  170.976  (m)          560.94   (f) ADJ UNCH    2 0
 DN0269
 DN0269.Superseded values are not recommended for survey control.
 DN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0269.See file dsdata.txt to determine how the superseded data were derived.
 DN0269
 DN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB000600(NAD 83)
 DN0269_MARKER: DB = BENCH MARK DISK
 DN0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0269_STAMPING: Y 262 1934
 DN0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0269+STABILITY: SURFACE MOTION
 DN0269
 DN0269  HISTORY     - Date     Condition        Report By
 DN0269  HISTORY     - 1934     MONUMENTED       CGS
 DN0269  HISTORY     - 1954     GOOD             NGS
 DN0269  HISTORY     - 19950709 MARK NOT FOUND   USPSQD
 DN0269  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0269  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0269
 DN0269                          STATION DESCRIPTION
 DN0269
 DN0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0269'1.6 MI S FROM CAMEY.
 DN0269'1.6 MILES SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0269'FROM THE STATION SIGN AT CAMEY, 115 FEET NORTHEAST OF MILEPOST 692-10,
 DN0269'49.8 FEET EAST OF THE EAST RAIL, 28 FEET NORTH OF THE CENTER LINE OF A
 DN0269'DIRT ROAD, 72 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD CROSSING, 6
 DN0269'FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTH OF A WITNESS POST,
 DN0269'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 DN0269'GROUND.
 DN0269
 DN0269                          STATION RECOVERY (1995)
 DN0269
 DN0269'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0269'MARK NOT FOUND.
 DN0269
 DN0269                          STATION RECOVERY (1998)
 DN0269
 DN0269'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0269'MARK NOT FOUND.
 DN0269
 DN0269                          STATION RECOVERY (2005)
 DN0269
 DN0269'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0504 ***********************************************************************
 DN0504  DESIGNATION -  Y 263
 DN0504  PID         -  DN0504
 DN0504  STATE/COUNTY-  TX/GRAYSON
 DN0504  USGS QUAD   -  DORCHESTER (1974)
 DN0504
 DN0504                         *CURRENT SURVEY CONTROL
 DN0504  ___________________________________________________________________
 DN0504* NAD 83(1986)-  33 36 23.     (N)    096 38 06.     (W)     SCALED    
 DN0504* NAVD 88     -       244.455  (meters)     802.02   (feet)  ADJUSTED  
 DN0504  ___________________________________________________________________
 DN0504  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DN0504  DYNAMIC HT  -         244.193 (meters)     801.16  (feet)  COMP
 DN0504  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 DN0504
 DN0504  VERT ORDER  -  SECOND    CLASS 0
 DN0504
 DN0504.The horizontal coordinates were scaled from a topographic map and have
 DN0504.an estimated accuracy of +/- 6 seconds.
 DN0504
 DN0504.The orthometric height was determined by differential leveling
 DN0504.and adjusted by the National Geodetic Survey in June 1991..
 DN0504
 DN0504.The geoid height was determined by GEOID03.
 DN0504
 DN0504.The dynamic height is computed by dividing the NAVD 88
 DN0504.geopotential number by the normal gravity value computed on the
 DN0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0504.degrees latitude (g = 980.6199 gals.).
 DN0504
 DN0504.The modeled gravity was interpolated from observed gravity values.
 DN0504
 DN0504;                    North         East    Units  Estimated Accuracy
 DN0504;SPC TXNC     - 2,216,640.      773,070.      MT  (+/- 180 meters Scaled)
 DN0504
 DN0504                          SUPERSEDED SURVEY CONTROL
 DN0504
 DN0504  NGVD 29 (??/??/92)  244.43   (m)          801.9    (f) COMPUTED    2 0
 DN0504
 DN0504.Superseded values are not recommended for survey control.
 DN0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0504.See file dsdata.txt to determine how the superseded data were derived.
 DN0504
 DN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC194210(NAD 83)
 DN0504_MARKER: Z = SEE DESCRIPTION
 DN0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0504_STAMPING: Y 263 1934
 DN0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0504
 DN0504  HISTORY     - Date     Condition        Report By
 DN0504  HISTORY     - 1934     MONUMENTED       CGS
 DN0504  HISTORY     - 1952     MARK NOT FOUND   NGS
 DN0504  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0504
 DN0504                          STATION DESCRIPTION
 DN0504
 DN0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0504'3.0 MI SW FROM SHERMAN.
 DN0504'3.0 MILES SW OF AND ALONG COUNTY ROAD TO MORMON GROVE U. S. G. S. IRON
 DN0504'POST AND STAMPED Y 263 1934 BY THIS PARTY.  INSIDE FENCE AT TURN OF
 DN0504'ROAD TO E AND DIRECTLY OPPOSITE GATE ON THE OTHER SIDE OF LANE.
 DN0504
 DN0504                          STATION RECOVERY (1952)
 DN0504
 DN0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DN0504'MARK NOT FOUND.
 DN0504
 DN0504                          STATION RECOVERY (1995)
 DN0504
 DN0504'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0190 ***********************************************************************
 DN0190  DESIGNATION -  Y 264
 DN0190  PID         -  DN0190
 DN0190  STATE/COUNTY-  TX/COLLIN
 DN0190  USGS QUAD   -  CULLEOKA (1973)
 DN0190
 DN0190                         *CURRENT SURVEY CONTROL
 DN0190  ___________________________________________________________________
 DN0190* NAD 83(1986)-  33 11 01.     (N)    096 23 42.     (W)     SCALED    
 DN0190* NAVD 88     -       160.517  (meters)     526.63   (feet)  ADJUSTED  
 DN0190  ___________________________________________________________________
 DN0190  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN0190  DYNAMIC HT  -         160.342 (meters)     526.06  (feet)  COMP
 DN0190  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 DN0190
 DN0190  VERT ORDER  -  SECOND    CLASS 0
 DN0190
 DN0190.The horizontal coordinates were scaled from a topographic map and have
 DN0190.an estimated accuracy of +/- 6 seconds.
 DN0190
 DN0190.The orthometric height was determined by differential leveling
 DN0190.and adjusted by the National Geodetic Survey in June 1991..
 DN0190
 DN0190.The geoid height was determined by GEOID03.
 DN0190
 DN0190.The dynamic height is computed by dividing the NAVD 88
 DN0190.geopotential number by the normal gravity value computed on the
 DN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0190.degrees latitude (g = 980.6199 gals.).
 DN0190
 DN0190.The modeled gravity was interpolated from observed gravity values.
 DN0190
 DN0190;                    North         East    Units  Estimated Accuracy
 DN0190;SPC TXNC     - 2,170,180.      796,270.      MT  (+/- 180 meters Scaled)
 DN0190
 DN0190                          SUPERSEDED SURVEY CONTROL
 DN0190
 DN0190  NGVD 29 (??/??/92)  160.532  (m)          526.68   (f) ADJ UNCH    2 0
 DN0190
 DN0190.Superseded values are not recommended for survey control.
 DN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0190.See file dsdata.txt to determine how the superseded data were derived.
 DN0190
 DN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB428746(NAD 83)
 DN0190_MARKER: DB = BENCH MARK DISK
 DN0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0190_STAMPING: Y 264 1934
 DN0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0190+STABILITY: SURFACE MOTION
 DN0190
 DN0190  HISTORY     - Date     Condition        Report By
 DN0190  HISTORY     - 1934     MONUMENTED       CGS
 DN0190  HISTORY     - 1946     GOOD             NGS
 DN0190  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0190
 DN0190                          STATION DESCRIPTION
 DN0190
 DN0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0190'2.0 MI W FROM FARMERSVILLE.
 DN0190'2.0 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED LOUISIANA,
 DN0190'ARKANSAS AND TEXAS RAILWAY FROM THE POST OFFICE AT FARMERSVILLE,
 DN0190'COLLIN COUNTY, AT A ROAD CROSSING, 16 YARDS SOUTH OF THE OLD ROADBED,
 DN0190'AND 18 YARDS EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 DN0190'STAMPED Y 264 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DN0190
 DN0190                          STATION RECOVERY (1994)
 DN0190
 DN0190'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0709 ***********************************************************************
 CS0709  DESIGNATION -  Y 265
 CS0709  PID         -  CS0709
 CS0709  STATE/COUNTY-  TX/ELLIS
 CS0709  USGS QUAD   -  FORRESTON (1978)
 CS0709
 CS0709                         *CURRENT SURVEY CONTROL
 CS0709  ___________________________________________________________________
 CS0709* NAD 83(1986)-  32 21 25.     (N)    096 50 29.     (W)     SCALED    
 CS0709* NAVD 88     -       179.973  (meters)     590.46   (feet)  ADJUSTED  
 CS0709  ___________________________________________________________________
 CS0709  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS0709  DYNAMIC HT  -         179.760 (meters)     589.76  (feet)  COMP
 CS0709  MODELED GRAV-     979,452.3   (mgal)                       NAVD 88
 CS0709
 CS0709  VERT ORDER  -  SECOND    CLASS 0
 CS0709
 CS0709.The horizontal coordinates were scaled from a topographic map and have
 CS0709.an estimated accuracy of +/- 6 seconds.
 CS0709
 CS0709.The orthometric height was determined by differential leveling
 CS0709.and adjusted by the National Geodetic Survey in June 1991..
 CS0709
 CS0709.The geoid height was determined by GEOID03.
 CS0709
 CS0709.The dynamic height is computed by dividing the NAVD 88
 CS0709.geopotential number by the normal gravity value computed on the
 CS0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0709.degrees latitude (g = 980.6199 gals.).
 CS0709
 CS0709.The modeled gravity was interpolated from observed gravity values.
 CS0709
 CS0709;                    North         East    Units  Estimated Accuracy
 CS0709;SPC TXNC     - 2,077,780.      756,100.      MT  (+/- 180 meters Scaled)
 CS0709
 CS0709                          SUPERSEDED SURVEY CONTROL
 CS0709
 CS0709  NGVD 29 (??/??/92)  179.963  (m)          590.43   (f) ADJ UNCH    2 0
 CS0709
 CS0709.Superseded values are not recommended for survey control.
 CS0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0709.See file dsdata.txt to determine how the superseded data were derived.
 CS0709
 CS0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA031820(NAD 83)
 CS0709_MARKER: DB = BENCH MARK DISK
 CS0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0709_STAMPING: Y 265 1934
 CS0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0709+STABILITY: SURFACE MOTION
 CS0709
 CS0709  HISTORY     - Date     Condition        Report By
 CS0709  HISTORY     - 1934     MONUMENTED       CGS
 CS0709  HISTORY     - 1961     GOOD             USGS
 CS0709  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0709
 CS0709                          STATION DESCRIPTION
 CS0709
 CS0709'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0709'2.0 MI S FROM WAXAHACHIE.
 CS0709'2.0 MILES SOUTH OF WAXAHACHIE, ELLIS COUNTY ALONG THE
 CS0709'MISSOURI-KANSAS-TEXAS RAILWAY.  589 FEET NORTH OF CENTERLINE OF
 CS0709'RAILROAD AT TELEPHONE CABLE, 72 FEET SOUTHEAST OF MILEPOST 800, 39
 CS0709'FEET EAST OF CENTERLINE OF RAILROAD.  IN CONCRETE POST.  A STANDARD
 CS0709'TABLET STAMPED Y 265 1934.
 CS0709
 CS0709                          STATION RECOVERY (2002)
 CS0709
 CS0709'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2156 ***********************************************************************
 BY2156  DESIGNATION -  Y 266
 BY2156  PID         -  BY2156
 BY2156  STATE/COUNTY-  TX/ANDERSON
 BY2156  USGS QUAD   -  BLACKFOOT (1982)
 BY2156
 BY2156                         *CURRENT SURVEY CONTROL
 BY2156  ___________________________________________________________________
 BY2156* NAD 83(1986)-  31 59 13.     (N)    095 45 59.     (W)     SCALED    
 BY2156* NAVD 88     -       127.427  (meters)     418.07   (feet)  ADJUSTED  
 BY2156  ___________________________________________________________________
 BY2156  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BY2156  DYNAMIC HT  -         127.277 (meters)     417.57  (feet)  COMP
 BY2156  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 BY2156
 BY2156  VERT ORDER  -  SECOND    CLASS 0
 BY2156
 BY2156.The horizontal coordinates were scaled from a topographic map and have
 BY2156.an estimated accuracy of +/- 6 seconds.
 BY2156
 BY2156.The orthometric height was determined by differential leveling
 BY2156.and adjusted by the National Geodetic Survey in June 1991..
 BY2156
 BY2156.The geoid height was determined by GEOID03.
 BY2156
 BY2156.The dynamic height is computed by dividing the NAVD 88
 BY2156.geopotential number by the normal gravity value computed on the
 BY2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2156.degrees latitude (g = 980.6199 gals.).
 BY2156
 BY2156.The modeled gravity was interpolated from observed gravity values.
 BY2156
 BY2156;                    North         East    Units  Estimated Accuracy
 BY2156;SPC TX C     - 3,266,090.    1,131,500.      MT  (+/- 180 meters Scaled)
 BY2156
 BY2156                          SUPERSEDED SURVEY CONTROL
 BY2156
 BY2156  NGVD 29 (??/??/92)  127.418  (m)          418.04   (f) ADJ UNCH    2 0
 BY2156
 BY2156.Superseded values are not recommended for survey control.
 BY2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2156.See file dsdata.txt to determine how the superseded data were derived.
 BY2156
 BY2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR386423(NAD 83)
 BY2156_MARKER: DB = BENCH MARK DISK
 BY2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2156_STAMPING: Y 266 1934
 BY2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2156+STABILITY: SURFACE MOTION
 BY2156
 BY2156  HISTORY     - Date     Condition        Report By
 BY2156  HISTORY     - 1934     MONUMENTED       CGS
 BY2156
 BY2156                          STATION DESCRIPTION
 BY2156
 BY2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY2156'17.0 MI S FROM ATHENS.
 BY2156'17.0 MILES S OF AND ALONG STATE HIGHWAY NO. 19 18 YARDS E OF THE
 BY2156'CENTER OF THE HIGHWAY.  4 FEET E OF FENCE LINE.  500 YARDS SE OF A
 BY2156'FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0357 ***********************************************************************
 CS0357  DESIGNATION -  Y 267
 CS0357  PID         -  CS0357
 CS0357  STATE/COUNTY-  TX/KAUFMAN
 CS0357  USGS QUAD   -  GRAYS PRAIRIE (1978)
 CS0357
 CS0357                         *CURRENT SURVEY CONTROL
 CS0357  ___________________________________________________________________
 CS0357* NAD 83(1986)-  32 29 36.     (N)    096 15 55.     (W)     SCALED    
 CS0357* NAVD 88     -       112.211  (meters)     368.15   (feet)  ADJUSTED  
 CS0357  ___________________________________________________________________
 CS0357  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0357  DYNAMIC HT  -         112.085 (meters)     367.73  (feet)  COMP
 CS0357  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 CS0357
 CS0357  VERT ORDER  -  SECOND    CLASS 0
 CS0357
 CS0357.The horizontal coordinates were scaled from a topographic map and have
 CS0357.an estimated accuracy of +/- 6 seconds.
 CS0357
 CS0357.The orthometric height was determined by differential leveling
 CS0357.and adjusted by the National Geodetic Survey in June 1991..
 CS0357
 CS0357.The geoid height was determined by GEOID03.
 CS0357
 CS0357.The dynamic height is computed by dividing the NAVD 88
 CS0357.geopotential number by the normal gravity value computed on the
 CS0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0357.degrees latitude (g = 980.6199 gals.).
 CS0357
 CS0357.The modeled gravity was interpolated from observed gravity values.
 CS0357
 CS0357;                    North         East    Units  Estimated Accuracy
 CS0357;SPC TXNC     - 2,093,900.      810,000.      MT  (+/- 180 meters Scaled)
 CS0357
 CS0357                          SUPERSEDED SURVEY CONTROL
 CS0357
 CS0357  NGVD 29 (??/??/92)  112.229  (m)          368.20   (f) ADJ UNCH    2 0
 CS0357
 CS0357.Superseded values are not recommended for survey control.
 CS0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0357.See file dsdata.txt to determine how the superseded data were derived.
 CS0357
 CS0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA569984(NAD 83)
 CS0357_MARKER: DB = BENCH MARK DISK
 CS0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0357_STAMPING: Y 267 1934
 CS0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0357+STABILITY: SURFACE MOTION
 CS0357
 CS0357  HISTORY     - Date     Condition        Report By
 CS0357  HISTORY     - 1934     MONUMENTED       CGS
 CS0357  HISTORY     - 1942     GOOD             NGS
 CS0357
 CS0357                          STATION DESCRIPTION
 CS0357
 CS0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0357'4.1 MI NW FROM KEMP.
 CS0357'4.1 MILES NW OF AND ALONG THE S.P.R.R. 12 YARDS SW OF THE CENTER OF
 CS0357'THE TRACK.  15 YARDS N OF STATE HIGHWAY NO. 40.  59 YARDS NW OF MILE
 CS0357'POST 276.  29 YARDS W OF THE CENTER OF A ROAD CROSSING.
 CS0357
 CS0357                          STATION RECOVERY (1942)
 CS0357
 CS0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1740 ***********************************************************************
 CS1740  DESIGNATION -  Y 268
 CS1740  PID         -  CS1740
 CS1740  STATE/COUNTY-  TX/TARRANT
 CS1740  USGS QUAD   -  FORT WORTH (1981)
 CS1740
 CS1740                         *CURRENT SURVEY CONTROL
 CS1740  ___________________________________________________________________
 CS1740* NAD 83(1986)-  32 44 47.     (N)    097 19 37.     (W)     SCALED    
 CS1740* NAVD 88     -       188.790  (meters)     619.39   (feet)  ADJUSTED  
 CS1740  ___________________________________________________________________
 CS1740  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS1740  DYNAMIC HT  -         188.569 (meters)     618.66  (feet)  COMP
 CS1740  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 CS1740
 CS1740  VERT ORDER  -  FIRST     CLASS II
 CS1740
 CS1740.The horizontal coordinates were scaled from a topographic map and have
 CS1740.an estimated accuracy of +/- 6 seconds.
 CS1740
 CS1740.The orthometric height was determined by differential leveling
 CS1740.and adjusted by the National Geodetic Survey in June 1991..
 CS1740.WARNING-Repeat measurements at this control monument indicate possible
 CS1740.vertical movement.
 CS1740
 CS1740.The geoid height was determined by GEOID03.
 CS1740
 CS1740.The dynamic height is computed by dividing the NAVD 88
 CS1740.geopotential number by the normal gravity value computed on the
 CS1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1740.degrees latitude (g = 980.6199 gals.).
 CS1740
 CS1740.The modeled gravity was interpolated from observed gravity values.
 CS1740
 CS1740;                    North         East    Units  Estimated Accuracy
 CS1740;SPC TXNC     - 2,120,340.      709,920.      MT  (+/- 180 meters Scaled)
 CS1740
 CS1740                          SUPERSEDED SURVEY CONTROL
 CS1740
 CS1740.No superseded survey control is available for this station.
 CS1740
 CS1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB567244(NAD 83)
 CS1740_MARKER: DB = BENCH MARK DISK
 CS1740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1740_SP_SET: BUILDING
 CS1740_STAMPING: Y 268 1934
 CS1740_MARK LOGO: CGS   
 CS1740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1740+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 CS1740
 CS1740  HISTORY     - Date     Condition        Report By
 CS1740  HISTORY     - 1934     MONUMENTED       CGS
 CS1740  HISTORY     - 1957     GOOD             NGS
 CS1740  HISTORY     - 1983     GOOD             NGS
 CS1740  HISTORY     - 1989     GOOD             USPSQD
 CS1740  HISTORY     - 19960301 GOOD             USPSQD
 CS1740  HISTORY     - 20010201 GOOD             USPSQD
 CS1740  HISTORY     - 20020612 GOOD             INDIV
 CS1740
 CS1740                          STATION DESCRIPTION
 CS1740
 CS1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1740'IN FORT WORTH.
 CS1740'AT FORT WORTH, TARRANT COUNTY, AT THE UNION STATION WHICH IS AT
 CS1740'THROCKMORTEN AND LANCASTER, IN THE FACE OF THE CONCRETE WALL AT THE
 CS1740'EAST SIDE OF THE NORTH OR MAIN ENTRANCE.  THE MARK IS A STANDARD DISK
 CS1740'STAMPED Y 268 1934 AND SET VERTICALLY ABOUT 4 FEET ABOVE THE SIDE
 CS1740'WALK.
 CS1740
 CS1740                          STATION RECOVERY (1983)
 CS1740
 CS1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1740'RECOVERED IN GOOD CONDITION.
 CS1740
 CS1740                          STATION RECOVERY (1989)
 CS1740
 CS1740'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMB)
 CS1740'RECOVERED IN GOOD CONDITION.
 CS1740
 CS1740                          STATION RECOVERY (1996)
 CS1740
 CS1740'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1740'RECOVERED IN GOOD CONDITION.
 CS1740
 CS1740                          STATION RECOVERY (2001)
 CS1740
 CS1740'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1740'RECOVERED IN GOOD CONDITION.
 CS1740
 CS1740                          STATION RECOVERY (2002)
 CS1740
 CS1740'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1740'GPS N32 44.765 W097 19.668 WGS84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0201 ***********************************************************************
 BZ0201  DESIGNATION -  Y 269
 BZ0201  PID         -  BZ0201
 BZ0201  STATE/COUNTY-  TX/FREESTONE
 BZ0201  USGS QUAD   -  KIRVIN (1982)
 BZ0201
 BZ0201                         *CURRENT SURVEY CONTROL
 BZ0201  ___________________________________________________________________
 BZ0201* NAD 83(1986)-  31 50 26.     (N)    096 16 50.     (W)     SCALED    
 BZ0201* NAVD 88     -       112.276  (meters)     368.36   (feet)  ADJUSTED  
 BZ0201  ___________________________________________________________________
 BZ0201  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0201  DYNAMIC HT  -         112.144 (meters)     367.93  (feet)  COMP
 BZ0201  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 BZ0201
 BZ0201  VERT ORDER  -  SECOND    CLASS 0
 BZ0201
 BZ0201.The horizontal coordinates were scaled from a topographic map and have
 BZ0201.an estimated accuracy of +/- 6 seconds.
 BZ0201
 BZ0201.The orthometric height was determined by differential leveling
 BZ0201.and adjusted by the National Geodetic Survey in June 1991..
 BZ0201
 BZ0201.The geoid height was determined by GEOID03.
 BZ0201
 BZ0201.The dynamic height is computed by dividing the NAVD 88
 BZ0201.geopotential number by the normal gravity value computed on the
 BZ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0201.degrees latitude (g = 980.6199 gals.).
 BZ0201
 BZ0201.The modeled gravity was interpolated from observed gravity values.
 BZ0201
 BZ0201;                    North         East    Units  Estimated Accuracy
 BZ0201;SPC TX C     - 3,247,980.    1,083,530.      MT  (+/- 180 meters Scaled)
 BZ0201
 BZ0201                          SUPERSEDED SURVEY CONTROL
 BZ0201
 BZ0201  NGVD 29 (??/??/92)  112.266  (m)          368.33   (f) ADJ UNCH    2 0
 BZ0201
 BZ0201.Superseded values are not recommended for survey control.
 BZ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0201.See file dsdata.txt to determine how the superseded data were derived.
 BZ0201
 BZ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA573259(NAD 83)
 BZ0201_MARKER: DB = BENCH MARK DISK
 BZ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0201_STAMPING: Y 269 1934
 BZ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0201+STABILITY: SURFACE MOTION
 BZ0201
 BZ0201  HISTORY     - Date     Condition        Report By
 BZ0201  HISTORY     - 1934     MONUMENTED       CGS
 BZ0201  HISTORY     - 1947     GOOD             NGS
 BZ0201  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0201
 BZ0201                          STATION DESCRIPTION
 BZ0201
 BZ0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0201'3.8 MI SE FROM STREETMAN.
 BZ0201'TO REACH FROM THE RAILWAY STATION AT STREETMAN GO 0.4 OF A MILE EAST
 BZ0201'ALONG A GRAVELED STREET TO U. S. HIGHWAY 75, THENCE ALONG U. S.
 BZ0201'HIGHWAY 3.4 MILES SOUTHEAST TO THE SITE OF THE BENCH MARK.  THE BENCH
 BZ0201'MARK IS 0.7 OF A MILE SOUTHEAST OF THE TEHUACANA CREEK BRIDGE, 77
 BZ0201'YARDS WEST OF A FENCE CORNER AND ACROSS THE ROAD FROM IT, 48 FEET
 BZ0201'SOUTHWEST OF AND 1 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 31
 BZ0201'FEET NORTHWEST OF A POWER LINE POLE, 2 FEET NORTHWEST OF A 4X4 MARKER
 BZ0201'POST, AND 3 FEET SOUTHWEST OF A FENCE.  A BRONZE DISK SET IN THE TOP
 BZ0201'OF A CONCRETE POST AND PROJECTING 10 INCHES ABOVE THE SURFACE OF THE
 BZ0201'GROUND.
 BZ0201
 BZ0201                          STATION RECOVERY (2002)
 BZ0201
 BZ0201'RECOVERY NOTE BY US POWER SQUADRON 2002
 BZ0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0213 ***********************************************************************
 CE0213  DESIGNATION -  Y 27
 CE0213  PID         -  CE0213
 CE0213  STATE/COUNTY-  TX/EL PASO
 CE0213  USGS QUAD   -  CANUTILLO (1995)
 CE0213
 CE0213                         *CURRENT SURVEY CONTROL
 CE0213  ___________________________________________________________________
 CE0213* NAD 83(1986)-  31 53 40.     (N)    106 35 55.     (W)     SCALED    
 CE0213* NAVD 88     -      1145.859  (meters)    3759.37   (feet)  ADJUSTED  
 CE0213  ___________________________________________________________________
 CE0213  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CE0213  DYNAMIC HT  -        1144.155 (meters)    3753.78  (feet)  COMP
 CE0213  MODELED GRAV-     979,112.7   (mgal)                       NAVD 88
 CE0213
 CE0213  VERT ORDER  -  FIRST     CLASS II
 CE0213
 CE0213.The horizontal coordinates were scaled from a topographic map and have
 CE0213.an estimated accuracy of +/- 6 seconds.
 CE0213
 CE0213.The orthometric height was determined by differential leveling
 CE0213.and adjusted by the National Geodetic Survey in November 1996..
 CE0213
 CE0213.The geoid height was determined by GEOID03.
 CE0213
 CE0213.The dynamic height is computed by dividing the NAVD 88
 CE0213.geopotential number by the normal gravity value computed on the
 CE0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0213.degrees latitude (g = 980.6199 gals.).
 CE0213
 CE0213.The modeled gravity was interpolated from observed gravity values.
 CE0213
 CE0213;                    North         East    Units  Estimated Accuracy
 CE0213;SPC TX C     - 3,263,660.      107,610.      MT  (+/- 180 meters Scaled)
 CE0213
 CE0213                          SUPERSEDED SURVEY CONTROL
 CE0213
 CE0213  NAVD 88 (06/15/91) 1145.849  (m)         3759.34   (f) UNKNOWN     1 2
 CE0213  NGVD 29 (??/??/92) 1145.333  (m)         3757.65   (f) ADJ UNCH    1 2
 CE0213
 CE0213.Superseded values are not recommended for survey control.
 CE0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0213.See file dsdata.txt to determine how the superseded data were derived.
 CE0213
 CE0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR488298(NAD 83)
 CE0213_MARKER: DB = BENCH MARK DISK
 CE0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0213_SP_SET: CONCRETE POST
 CE0213_STAMPING: Y 27 1952
 CE0213_MARK LOGO: CGS   
 CE0213_PROJECTION: PROJECTING 3 CENTIMETERS
 CE0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0213+STABILITY: SURFACE MOTION
 CE0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0213+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0213
 CE0213  HISTORY     - Date     Condition        Report By
 CE0213  HISTORY     - 1952     MONUMENTED       CGS
 CE0213  HISTORY     - 1954     GOOD             NGS
 CE0213  HISTORY     - 1979     POOR             USGS
 CE0213  HISTORY     - 1981     GOOD             NGS
 CE0213  HISTORY     - 19940418 GOOD             NGS
 CE0213
 CE0213                          STATION DESCRIPTION
 CE0213
 CE0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CE0213'1.4 MI SE FROM CANUTILLO.
 CE0213'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAYS 80 AND 85 FROM THE POST OFFICE
 CE0213'AT CANUTILLO, AT A ROADSIDE PARK, 141 FEET SOUTHWEST OF THE CENTER
 CE0213'LINE OF THE HIGHWAY, 52 FEET WEST OF THE NORTHWEST CORNER OF A STONE
 CE0213'FIREPLACE, 8 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE PAVEMENT OF
 CE0213'AN OLD HIGHWAY, 9.4 FEET NORTHWEST OF A 12 INCH CEDAR TREE, 2.4 FEET
 CE0213'EAST OF A STEEL CABLE GUARD RAIL, 2 FEET NORTHWEST OF A WITNESS POST,
 CE0213'78 YARDS NORTHEAST OF THE NORTHEAST RAIL OF THE ATCHISON, TOPEKA AND
 CE0213'SANTA FE RAILROAD, SET IN THE TOP FO A CONCRETE POST WHICH PROJECTS
 CE0213'0.3 FOOT ABOVE THE GROUND.
 CE0213
 CE0213                          STATION RECOVERY (1954)
 CE0213
 CE0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0213'RECOVERED IN GOOD CONDITION.
 CE0213
 CE0213                          STATION RECOVERY (1979)
 CE0213
 CE0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CE0213'CANUTILLO, 1.4 MILES SOUTHEAST US HWYS 80 AND 85 FROM THE POST OFFICE
 CE0213'AT, 0.6 MILE NORTH OF BORDENLAND RD., AT THE A ROADSIDE PARK, 141
 CE0213'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 78 YARDS EAST OF THE
 CE0213'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 128 FEET SOUTH OF A BARRICADE
 CE0213'ACROSS THE OLD HIGHWAY, 10 FEET NORTHWEST OF A 20 INCH CEDAR, 8.4
 CE0213'FEET EAST OF THE EAST EDGE OF AND ABOUT LEVEL WITH THE OLD PAVEMENT,
 CE0213'ABOUT MIDWAY BETWEEN TWO CONSTRUCTION JOINTS, STANDARD DISK SET IN 12
 CE0213'INCH ROUND CONCRETE POST PROJECTING 0.1 FT. ABOVE GROUND.
 CE0213
 CE0213                          STATION RECOVERY (1981)
 CE0213
 CE0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0213'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 CE0213'2.1 KM (1.3 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0213'OFFICE IN CANUTILLO, 1.0 KM (0.6 MI) NORTHWEST OF WEST BORDERLAND
 CE0213'ROAD, AT A SMALL ROAD SIDE PARK, 71.3 METERS (234.0 FT) EAST OF THE
 CE0213'NEAR RAIL OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 43.0 METERS
 CE0213'(141.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 39.0 METERS
 CE0213'128.0 FT) SOUTH OF A BARRICADE ACROSS THE OLD HIGHWAY, 13.7 METERS
 CE0213'(45.0 FT) WEST OF A SIGN (NO OVERNIGHT PARKING), 3.0 METERS (10.0 FT)
 CE0213'NORTHWEST OF A 10-INCH CEDAR TREE AND 2.6 METERS (8.4 FT) EAST OF THE
 CE0213'EAST EDGE OF THE OLD HIGHWAY.
 CE0213'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CE0213
 CE0213                          STATION RECOVERY (1994)
 CE0213
 CE0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0213'2.1 KM (1.30 MI) SOUTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0213'THE POST OFFICE IN CANUTILLO, NEAR THE CENTER OF A ROADSIDE PARK,
 CE0213'71.3 M (233.9 FT) EAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD,
 CE0213'42.5 M (139.4 FT) WEST OF THE HIGHWAY CENTERLINE, 31.1 M (102.0 FT)
 CE0213'WEST OF A UTILITY LIGHT POLE, 5.1 M (16.7 FT) EAST OF THE CENTER OF A
 CE0213'ROAD LEADING THROUGH THE PARK, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 CE0213'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0406 ***********************************************************************
 DO0406  DESIGNATION -  Y 270
 DO0406  PID         -  DO0406
 DO0406  STATE/COUNTY-  TX/BAYLOR
 DO0406  USGS QUAD   -  SEYMOUR WEST (1966)
 DO0406
 DO0406                         *CURRENT SURVEY CONTROL
 DO0406  ___________________________________________________________________
 DO0406* NAD 83(1986)-  33 32 53.     (N)    099 16 17.     (W)     SCALED    
 DO0406* NAVD 88     -       399.469  (meters)    1310.59   (feet)  ADJUSTED  
 DO0406  ___________________________________________________________________
 DO0406  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DO0406  DYNAMIC HT  -         399.009 (meters)    1309.08  (feet)  COMP
 DO0406  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 DO0406
 DO0406  VERT ORDER  -  SECOND    CLASS 0
 DO0406
 DO0406.The horizontal coordinates were scaled from a topographic map and have
 DO0406.an estimated accuracy of +/- 6 seconds.
 DO0406
 DO0406.The orthometric height was determined by differential leveling
 DO0406.and adjusted by the National Geodetic Survey in June 1991..
 DO0406
 DO0406.The geoid height was determined by GEOID03.
 DO0406
 DO0406.The dynamic height is computed by dividing the NAVD 88
 DO0406.geopotential number by the normal gravity value computed on the
 DO0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0406.degrees latitude (g = 980.6199 gals.).
 DO0406
 DO0406.The modeled gravity was interpolated from observed gravity values.
 DO0406
 DO0406;                    North         East    Units  Estimated Accuracy
 DO0406;SPC TXNC     - 2,208,890.      528,370.      MT  (+/- 180 meters Scaled)
 DO0406
 DO0406                          SUPERSEDED SURVEY CONTROL
 DO0406
 DO0406  NGVD 29 (??/??/92)  399.348  (m)         1310.19   (f) ADJ UNCH    2 0
 DO0406
 DO0406.Superseded values are not recommended for survey control.
 DO0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0406.See file dsdata.txt to determine how the superseded data were derived.
 DO0406
 DO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC748120(NAD 83)
 DO0406_MARKER: DB = BENCH MARK DISK
 DO0406_SETTING: 66 = SET IN ROCK OUTCROP
 DO0406_SP_SET: OUTCROP
 DO0406_STAMPING: Y-270 1934
 DO0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0406+STABILITY: POSITION/ELEVATION WELL
 DO0406
 DO0406  HISTORY     - Date     Condition        Report By
 DO0406  HISTORY     - 1934     MONUMENTED       CGS
 DO0406  HISTORY     - 1965     GOOD             USGS
 DO0406
 DO0406                          STATION DESCRIPTION
 DO0406
 DO0406'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0406'3.35 MI SW FROM SEYMOUR.
 DO0406'3.35 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 283 FROM THE COURTHOUSE IN
 DO0406'SEYMOUR, TEXAS.  25.35 MILES NORTHEAST ALONG U.S HWY FROM JUNCTION OF
 DO0406'U.S. 283 AND STATE 24 IN THROCKMORTON, TEXAS.  AT THE SOUTH END OF A
 DO0406'FILL, 54 FEET WEST OF THE CENTER LINE OF HIGHWAY, 3 FEET EAST OF THE
 DO0406'WEST R.O.W. FENCE.  6 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK IN
 DO0406'A LIMESTONE OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0281 ***********************************************************************
 CT0281  DESIGNATION -  Y 272
 CT0281  PID         -  CT0281
 CT0281  STATE/COUNTY-  TX/PALO PINTO
 CT0281  USGS QUAD   -  BRAD (1979)
 CT0281
 CT0281                         *CURRENT SURVEY CONTROL
 CT0281  ___________________________________________________________________
 CT0281* NAD 83(1986)-  32 45 19.     (N)    098 31 50.     (W)     SCALED    
 CT0281* NAVD 88     -       403.730  (meters)    1324.57   (feet)  ADJUSTED  
 CT0281  ___________________________________________________________________
 CT0281  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CT0281  DYNAMIC HT  -         403.226 (meters)    1322.92  (feet)  COMP
 CT0281  MODELED GRAV-     979,377.3   (mgal)                       NAVD 88
 CT0281
 CT0281  VERT ORDER  -  SECOND    CLASS 0
 CT0281
 CT0281.The horizontal coordinates were scaled from a topographic map and have
 CT0281.an estimated accuracy of +/- 6 seconds.
 CT0281
 CT0281.The orthometric height was determined by differential leveling
 CT0281.and adjusted by the National Geodetic Survey in June 1991..
 CT0281
 CT0281.The geoid height was determined by GEOID03.
 CT0281
 CT0281.The dynamic height is computed by dividing the NAVD 88
 CT0281.geopotential number by the normal gravity value computed on the
 CT0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0281.degrees latitude (g = 980.6199 gals.).
 CT0281
 CT0281.The modeled gravity was interpolated from observed gravity values.
 CT0281
 CT0281;                    North         East    Units  Estimated Accuracy
 CT0281;SPC TXNC     - 2,120,720.      597,140.      MT  (+/- 180 meters Scaled)
 CT0281
 CT0281                          SUPERSEDED SURVEY CONTROL
 CT0281
 CT0281  NGVD 29 (??/??/92)  403.627  (m)         1324.23   (f) ADJ UNCH    2 0
 CT0281
 CT0281.Superseded values are not recommended for survey control.
 CT0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0281.See file dsdata.txt to determine how the superseded data were derived.
 CT0281
 CT0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB439242(NAD 83)
 CT0281_MARKER: DB = BENCH MARK DISK
 CT0281_SETTING: 66 = SET IN ROCK OUTCROP
 CT0281_SP_SET: ROCK OUTCROP
 CT0281_STAMPING: Y 272 1934
 CT0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0281+STABILITY: POSITION/ELEVATION WELL
 CT0281
 CT0281  HISTORY     - Date     Condition        Report By
 CT0281  HISTORY     - 1934     MONUMENTED       CGS
 CT0281  HISTORY     - 1967     GOOD             USGS
 CT0281  HISTORY     - 1970     MARK NOT FOUND   NGS
 CT0281  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0281
 CT0281                          STATION DESCRIPTION
 CT0281
 CT0281'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CT0281'9.05 MI E FROM CADDO.
 CT0281'CADDO, 8.3 MI EAST OF ALONG U S HWY 180 TO PRIVATE T-RD NORTH (T-RD IS
 CT0281'1.7 MI WEST OF BRAD).  THENCE NORTH ON PRIVATE GRADED ROAD FOR 0.5 MI
 CT0281'TO OLD HIGHWAY JUST PAST RANCH BUILDINGS ON MORRIS STEPHENS RANCH,
 CT0281'TURN RIGHT (NORTHEAST) ON OLD HWY FOR 0.25 MI TO BM ON THE LEFT.  BM
 CT0281'IS 125 FEET NW OF CONCRETE CULVERT 75 FEET NORTH OF CENTERLINE OF OLD
 CT0281'HWY AND 17 FEET NORTH OF THE R.O.W. FENCE, IN THE TOP OF A ROCK
 CT0281'OUTCROP, A STANDARD DISK STAMPED Y 272 1934.
 CT0281
 CT0281                          STATION RECOVERY (1970)
 CT0281
 CT0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CT0281'MARK NOT FOUND.
 CT0281
 CT0281                          STATION RECOVERY (1998)
 CT0281
 CT0281'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0236 ***********************************************************************
 CT0236  DESIGNATION -  Y 273
 CT0236  PID         -  CT0236
 CT0236  STATE/COUNTY-  TX/COMANCHE
 CT0236  USGS QUAD   -  DE LEON (1969)
 CT0236
 CT0236                         *CURRENT SURVEY CONTROL
 CT0236  ___________________________________________________________________
 CT0236* NAD 83(1986)-  32 06 54.     (N)    098 35 47.     (W)     SCALED    
 CT0236* NAVD 88     -       379.810  (meters)    1246.09   (feet)  ADJUSTED  
 CT0236  ___________________________________________________________________
 CT0236  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CT0236  DYNAMIC HT  -         379.323 (meters)    1244.50  (feet)  COMP
 CT0236  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 CT0236
 CT0236  VERT ORDER  -  SECOND    CLASS 0
 CT0236
 CT0236.The horizontal coordinates were scaled from a topographic map and have
 CT0236.an estimated accuracy of +/- 6 seconds.
 CT0236
 CT0236.The orthometric height was determined by differential leveling
 CT0236.and adjusted by the National Geodetic Survey in June 1991..
 CT0236
 CT0236.The geoid height was determined by GEOID03.
 CT0236
 CT0236.The dynamic height is computed by dividing the NAVD 88
 CT0236.geopotential number by the normal gravity value computed on the
 CT0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0236.degrees latitude (g = 980.6199 gals.).
 CT0236
 CT0236.The modeled gravity was interpolated from observed gravity values.
 CT0236
 CT0236;                    North         East    Units  Estimated Accuracy
 CT0236;SPC TX C     - 3,272,710.      863,930.      MT  (+/- 180 meters Scaled)
 CT0236
 CT0236                          SUPERSEDED SURVEY CONTROL
 CT0236
 CT0236  NGVD 29 (??/??/92)  379.714  (m)         1245.78   (f) ADJ UNCH    2 0
 CT0236
 CT0236.Superseded values are not recommended for survey control.
 CT0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0236.See file dsdata.txt to determine how the superseded data were derived.
 CT0236
 CT0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA380532(NAD 83)
 CT0236_MARKER: DB = BENCH MARK DISK
 CT0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0236_SP_SET: CULVERT
 CT0236_STAMPING: Y 273 1934
 CT0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0236
 CT0236  HISTORY     - Date     Condition        Report By
 CT0236  HISTORY     - 1934     MONUMENTED       CGS
 CT0236  HISTORY     - 1969     MARK NOT FOUND   USGS
 CT0236
 CT0236                          STATION DESCRIPTION
 CT0236
 CT0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0236'3.7 MI W FROM DELEON.
 CT0236'3.7 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0236'THE STATION AT DELEON, COMANCHE COUNTY, 0.3 MILE EAST OF MILEPOST 4,
 CT0236'0.4 MILE EAST OF A ROAD CROSSING, AT A CONCRETE CULVERT, IN THE TOP OF
 CT0236'THE EAST END OF THE HEADWALL, 20 FEET SOUTH OF THE CENTERLINE OF THE
 CT0236'TRACK AND 15 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y
 CT0236'273 1934.
 CT0236
 CT0236                          STATION RECOVERY (1969)
 CT0236
 CT0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CT0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0903 ***********************************************************************
 CA0903  DESIGNATION -  Y 274
 CA0903  PID         -  CA0903
 CA0903  STATE/COUNTY-  TX/COLEMAN
 CA0903  USGS QUAD   -  BURKETT (1977)
 CA0903
 CA0903                         *CURRENT SURVEY CONTROL
 CA0903  ___________________________________________________________________
 CA0903* NAD 83(1986)-  31 59 46.     (N)    099 13 43.     (W)     SCALED    
 CA0903* NAVD 88     -       468.172  (meters)    1535.99   (feet)  ADJUSTED  
 CA0903  ___________________________________________________________________
 CA0903  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CA0903  DYNAMIC HT  -         467.560 (meters)    1533.99  (feet)  COMP
 CA0903  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 CA0903
 CA0903  VERT ORDER  -  SECOND    CLASS 0
 CA0903
 CA0903.The horizontal coordinates were scaled from a topographic map and have
 CA0903.an estimated accuracy of +/- 6 seconds.
 CA0903
 CA0903.The orthometric height was determined by differential leveling
 CA0903.and adjusted by the National Geodetic Survey in June 1991..
 CA0903
 CA0903.The geoid height was determined by GEOID03.
 CA0903
 CA0903.The dynamic height is computed by dividing the NAVD 88
 CA0903.geopotential number by the normal gravity value computed on the
 CA0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0903.degrees latitude (g = 980.6199 gals.).
 CA0903
 CA0903.The modeled gravity was interpolated from observed gravity values.
 CA0903
 CA0903;                    North         East    Units  Estimated Accuracy
 CA0903;SPC TX C     - 3,258,760.      804,400.      MT  (+/- 180 meters Scaled)
 CA0903
 CA0903                          SUPERSEDED SURVEY CONTROL
 CA0903
 CA0903  NGVD 29 (??/??/92)  468.036  (m)         1535.55   (f) ADJ UNCH    2 0
 CA0903
 CA0903.Superseded values are not recommended for survey control.
 CA0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0903.See file dsdata.txt to determine how the superseded data were derived.
 CA0903
 CA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA784400(NAD 83)
 CA0903_MARKER: DB = BENCH MARK DISK
 CA0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0903_SP_SET: ABUTMENT
 CA0903_STAMPING: Y 274 1934
 CA0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0903
 CA0903  HISTORY     - Date     Condition        Report By
 CA0903  HISTORY     - 1934     MONUMENTED       CGS
 CA0903  HISTORY     - 1943     GOOD             NGS
 CA0903
 CA0903                          STATION DESCRIPTION
 CA0903
 CA0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CA0903'0.3 MI SW FROM BURKETT.
 CA0903'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 206 FROM BURKETT, COLEMAN
 CA0903'COUNTY, AT A CONCRETE AND STEEL BRIDGE, IN THE TOP OF THE EAST
 CA0903'CONCRETE ABUTMENT, AND 11 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CA0903'HIGHWAY.  A STANDARD DISK, STAMPED Y 274 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0429 ***********************************************************************
 DM0429  DESIGNATION -  Y 275
 DM0429  PID         -  DM0429
 DM0429  STATE/COUNTY-  TX/FRANKLIN
 DM0429  USGS QUAD   -  MOUNT VERNON (1964)
 DM0429
 DM0429                         *CURRENT SURVEY CONTROL
 DM0429  ___________________________________________________________________
 DM0429* NAD 83(1986)-  33 10 48.     (N)    095 10 32.     (W)     SCALED    
 DM0429* NAVD 88     -       132.350  (meters)     434.22   (feet)  ADJUSTED  
 DM0429  ___________________________________________________________________
 DM0429  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DM0429  DYNAMIC HT  -         132.205 (meters)     433.74  (feet)  COMP
 DM0429  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 DM0429
 DM0429  VERT ORDER  -  SECOND    CLASS 0
 DM0429
 DM0429.The horizontal coordinates were scaled from a topographic map and have
 DM0429.an estimated accuracy of +/- 6 seconds.
 DM0429
 DM0429.The orthometric height was determined by differential leveling
 DM0429.and adjusted by the National Geodetic Survey in June 1991..
 DM0429
 DM0429.The geoid height was determined by GEOID03.
 DM0429
 DM0429.The dynamic height is computed by dividing the NAVD 88
 DM0429.geopotential number by the normal gravity value computed on the
 DM0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0429.degrees latitude (g = 980.6199 gals.).
 DM0429
 DM0429.The modeled gravity was interpolated from observed gravity values.
 DM0429
 DM0429;                    North         East    Units  Estimated Accuracy
 DM0429;SPC TXNC     - 2,172,720.      909,960.      MT  (+/- 180 meters Scaled)
 DM0429
 DM0429                          SUPERSEDED SURVEY CONTROL
 DM0429
 DM0429  NGVD 29 (??/??/92)  132.356  (m)          434.24   (f) ADJ UNCH    2 0
 DM0429
 DM0429.Superseded values are not recommended for survey control.
 DM0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0429.See file dsdata.txt to determine how the superseded data were derived.
 DM0429
 DM0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS971733(NAD 83)
 DM0429_MARKER: DB = BENCH MARK DISK
 DM0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0429_SP_SET: ABUTMENT
 DM0429_STAMPING: Y 275 1934
 DM0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0429
 DM0429  HISTORY     - Date     Condition        Report By
 DM0429  HISTORY     - 1934     MONUMENTED       CGS
 DM0429
 DM0429                          STATION DESCRIPTION
 DM0429
 DM0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0429'2.9 MI E FROM MOUNT VERNON.
 DM0429'2.9 MI E OF AND ALONG THE ST. L AND SW R R.  100 YARDS W OF MILE POST
 DM0429'492/15.  10 FEET S OF CENTER OF TRACK.  DISK SET HORIZONTALLY ON E
 DM0429'CONCRETE ABUTMENT OF BRIDGE NO. 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0356 ***********************************************************************
 CR0356  DESIGNATION -  Y 276
 CR0356  PID         -  CR0356
 CR0356  STATE/COUNTY-  TX/UPSHUR
 CR0356  USGS QUAD   -  PRITCHETT (1981)
 CR0356
 CR0356                         *CURRENT SURVEY CONTROL
 CR0356  ___________________________________________________________________
 CR0356* NAD 83(1986)-  32 39 02.     (N)    095 02 00.     (W)     SCALED    
 CR0356* NAVD 88     -       105.377  (meters)     345.72   (feet)  ADJUSTED  
 CR0356  ___________________________________________________________________
 CR0356  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CR0356  DYNAMIC HT  -         105.256 (meters)     345.33  (feet)  COMP
 CR0356  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 CR0356
 CR0356  VERT ORDER  -  SECOND    CLASS 0
 CR0356
 CR0356.The horizontal coordinates were scaled from a topographic map and have
 CR0356.an estimated accuracy of +/- 6 seconds.
 CR0356
 CR0356.The orthometric height was determined by differential leveling
 CR0356.and adjusted by the National Geodetic Survey in June 1991..
 CR0356
 CR0356.The geoid height was determined by GEOID03.
 CR0356
 CR0356.The dynamic height is computed by dividing the NAVD 88
 CR0356.geopotential number by the normal gravity value computed on the
 CR0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0356.degrees latitude (g = 980.6199 gals.).
 CR0356
 CR0356.The modeled gravity was interpolated from observed gravity values.
 CR0356
 CR0356;                    North         East    Units  Estimated Accuracy
 CR0356;SPC TXNC     - 2,114,470.      925,150.      MT  (+/- 180 meters Scaled)
 CR0356
 CR0356                          SUPERSEDED SURVEY CONTROL
 CR0356
 CR0356  NGVD 29 (??/??/92)  105.404  (m)          345.81   (f) ADJ UNCH    2 0
 CR0356
 CR0356.Superseded values are not recommended for survey control.
 CR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0356.See file dsdata.txt to determine how the superseded data were derived.
 CR0356
 CR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS092143(NAD 83)
 CR0356_MARKER: DB = BENCH MARK DISK
 CR0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0356_SP_SET: CULVERT
 CR0356_STAMPING: Y 276 1934
 CR0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0356+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CR0356
 CR0356  HISTORY     - Date     Condition        Report By
 CR0356  HISTORY     - 1934     MONUMENTED       CGS
 CR0356  HISTORY     - 1954     GOOD             NGS
 CR0356  HISTORY     - 20040607 GOOD             USPSQD
 CR0356  HISTORY     - 20040608 GOOD             USPSQD
 CR0356
 CR0356                          STATION DESCRIPTION
 CR0356
 CR0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0356'6.8 MI NE FROM BIG SANDY.
 CR0356'6.8 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD OF TEXAS
 CR0356'FROM THE STATION AT BIG SANDY, 2 POLES NORTHEAST OF MILEPOST 518/10,
 CR0356'14 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET BELOW THE TOP OF THE
 CR0356'RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL
 CR0356'OF A LARGE CONCRETE CULVERT.
 CR0356
 CR0356                          STATION RECOVERY (2004)
 CR0356
 CR0356'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0356'RECOVERED IN GOOD CONDITION.
 CR0356
 CR0356                          STATION RECOVERY (2004)
 CR0356
 CR0356'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1824 ***********************************************************************
 BK1824  DESIGNATION -  Y 278
 BK1824  PID         -  BK1824
 BK1824  STATE/COUNTY-  TX/ORANGE
 BK1824  USGS QUAD   -  MAURICEVILLE (1974)
 BK1824
 BK1824                         *CURRENT SURVEY CONTROL
 BK1824  ___________________________________________________________________
 BK1824* NAD 83(1986)-  30 13 07.     (N)    093 50 20.     (W)     SCALED    
 BK1824* NAVD 88     -         7.789  (meters)      25.55   (feet)  ADJUSTED  
 BK1824  ___________________________________________________________________
 BK1824  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BK1824  DYNAMIC HT  -           7.778 (meters)      25.52  (feet)  COMP
 BK1824  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 BK1824
 BK1824  VERT ORDER  -  FIRST     CLASS II
 BK1824
 BK1824.The horizontal coordinates were scaled from a topographic map and have
 BK1824.an estimated accuracy of +/- 6 seconds.
 BK1824
 BK1824.The orthometric height was determined by differential leveling
 BK1824.and adjusted by the National Geodetic Survey in June 1991..
 BK1824
 BK1824.The geoid height was determined by GEOID03.
 BK1824
 BK1824.The dynamic height is computed by dividing the NAVD 88
 BK1824.geopotential number by the normal gravity value computed on the
 BK1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1824.degrees latitude (g = 980.6199 gals.).
 BK1824
 BK1824.The modeled gravity was interpolated from observed gravity values.
 BK1824
 BK1824;                    North         East    Units  Estimated Accuracy
 BK1824;SPC TX C     - 3,079,430.    1,324,880.      MT  (+/- 180 meters Scaled)
 BK1824
 BK1824                          SUPERSEDED SURVEY CONTROL
 BK1824
 BK1824  NGVD 29 (??/??/??)    7.750  (m)           25.43   (f) ADJUSTED    1 2
 BK1824
 BK1824.Superseded values are not recommended for survey control.
 BK1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1824.See file dsdata.txt to determine how the superseded data were derived.
 BK1824
 BK1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP192433(NAD 83)
 BK1824_MARKER: DB = BENCH MARK DISK
 BK1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1824_STAMPING: Y 278 1935
 BK1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1824+STABILITY: SURFACE MOTION
 BK1824
 BK1824  HISTORY     - Date     Condition        Report By
 BK1824  HISTORY     - 1935     MONUMENTED       CGS
 BK1824  HISTORY     - 1979     GOOD             NGS
 BK1824  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1824  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1824
 BK1824                          STATION DESCRIPTION
 BK1824
 BK1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1824'2.1 MI E FROM MAURICEVILLE.
 BK1824'2.1 MILE OF AND ALONG THE KANSAS CITY SOUTHERN R R 0.1 MILE SW OF
 BK1824'MILEPOST 748.  42 YARDS NW OF CENTER OF TRACK.  55 FEET NW OF CENTER
 BK1824'OF ROAD.  26 FEET NW OF FENCE CORNER AND 3 FEET NE OF FENCE LINE.
 BK1824
 BK1824                          STATION RECOVERY (1979)
 BK1824
 BK1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1824'RECOVERED IN GOOD CONDITION.
 BK1824
 BK1824                          STATION RECOVERY (2001)
 BK1824
 BK1824'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1824'MARK NOT FOUND.
 BK1824
 BK1824                          STATION RECOVERY (2004)
 BK1824
 BK1824'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1437 ***********************************************************************
 BL1437  DESIGNATION -  Y 279
 BL1437  PID         -  BL1437
 BL1437  STATE/COUNTY-  TX/GRIMES
 BL1437  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1437
 BL1437                         *CURRENT SURVEY CONTROL
 BL1437  ___________________________________________________________________
 BL1437* NAD 83(1986)-  30 15 04.     (N)    095 49 45.     (W)     SCALED    
 BL1437* NAVD 88     -        94.35   (+/-2cm)     309.5    (feet)  VERTCON   
 BL1437  ___________________________________________________________________
 BL1437  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL1437
 BL1437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1437
 BL1437.The horizontal coordinates were scaled from a topographic map and have
 BL1437.an estimated accuracy of +/- 6 seconds.
 BL1437
 BL1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1437.The vertical order pertains to the NGVD 29 superseded value.
 BL1437
 BL1437.The geoid height was determined by GEOID03.
 BL1437
 BL1437;                    North         East    Units  Estimated Accuracy
 BL1437;SPC TX C     - 3,073,570.    1,133,360.      MT  (+/- 180 meters Scaled)
 BL1437
 BL1437                          SUPERSEDED SURVEY CONTROL
 BL1437
 BL1437  NGVD 29 (??/??/92)   94.334  (m)          309.49   (f) ADJ UNCH    2 0
 BL1437
 BL1437.Superseded values are not recommended for survey control.
 BL1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1437.See file dsdata.txt to determine how the superseded data were derived.
 BL1437
 BL1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP277499(NAD 83)
 BL1437_MARKER: DB = BENCH MARK DISK
 BL1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1437_STAMPING: Y 279 1935
 BL1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1437+STABILITY: SURFACE MOTION
 BL1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1437+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 BL1437
 BL1437  HISTORY     - Date     Condition        Report By
 BL1437  HISTORY     - 1935     MONUMENTED       CGS
 BL1437  HISTORY     - 1954     GOOD             NGS
 BL1437  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1437  HISTORY     - 19991104 GOOD             USPSQD
 BL1437  HISTORY     - 20060530 GOOD             JAC
 BL1437
 BL1437                          STATION DESCRIPTION
 BL1437
 BL1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1437'5.8 MI NW FROM MAGNOLIA.
 BL1437'5.8 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1437'RAILROAD FROM THE STATION AT MAGNOLIA, 2 1/2 POLES SOUTHEAST OF
 BL1437'MILEPOST 28, 340 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING,
 BL1437'56.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTHWEST OF A
 BL1437'FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BL1437'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.  NOTE-- THE
 BL1437'INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC.
 BL1437
 BL1437                          STATION RECOVERY (1994)
 BL1437
 BL1437'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1437'MARK NOT FOUND.
 BL1437
 BL1437                          STATION RECOVERY (1999)
 BL1437
 BL1437'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1437'RECOVERED IN GOOD CONDITION.
 BL1437
 BL1437                          STATION RECOVERY (2006)
 BL1437
 BL1437'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BL1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0223 ***********************************************************************
 CE0223  DESIGNATION -  Y 28
 CE0223  PID         -  CE0223
 CE0223  STATE/COUNTY-  TX/EL PASO
 CE0223  USGS QUAD   -  SMELTERTOWN (1994)
 CE0223
 CE0223                         *CURRENT SURVEY CONTROL
 CE0223  ___________________________________________________________________
 CE0223* NAD 83(1993)-  31 48 45.13772(N)    106 33 28.06585(W)     ADJUSTED  
 CE0223* NAVD 88     -      1140.228  (meters)    3740.90   (feet)  ADJUSTED  
 CE0223  ___________________________________________________________________
 CE0223  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 CE0223  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0223  DYNAMIC HT  -        1138.538 (meters)    3735.35  (feet)  COMP
 CE0223  MODELED GRAV-     979,117.7   (mgal)                       NAVD 88
 CE0223
 CE0223  HORZ ORDER  -  SECOND
 CE0223  VERT ORDER  -  FIRST     CLASS II
 CE0223
 CE0223.The horizontal coordinates were established by classical geodetic methods
 CE0223.and adjusted by the National Geodetic Survey in February 1996..
 CE0223
 CE0223.The orthometric height was determined by differential leveling
 CE0223.and adjusted by the National Geodetic Survey in November 1996..
 CE0223
 CE0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0223
 CE0223.The geoid height was determined by GEOID03.
 CE0223
 CE0223.The dynamic height is computed by dividing the NAVD 88
 CE0223.geopotential number by the normal gravity value computed on the
 CE0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0223.degrees latitude (g = 980.6199 gals.).
 CE0223
 CE0223.The modeled gravity was interpolated from observed gravity values.
 CE0223
 CE0223;                    North         East     Units Scale Factor Converg.
 CE0223;SPC TX C     - 3,254,374.504   110,955.667   MT  0.99998175   -3 12 21.5
 CE0223;SPC TX C     -10,677,060.35    364,027.05   sFT  0.99998175   -3 12 21.5
 CE0223;UTM  13      - 3,520,714.081   352,551.116   MT  0.99986814   -0 49 16.8
 CE0223
 CE0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0223!SPC TX C     -   0.99982475  x   0.99998175  =   0.99980651
 CE0223!UTM  13      -   0.99982475  x   0.99986814  =   0.99969292
 CE0223
 CE0223:                Primary Azimuth Mark                     Grid Az
 CE0223:SPC TX C     -  PASSERO                                  057 19 29.5
 CE0223:UTM  13      -  PASSERO                                  054 56 24.8
 CE0223
 CE0223|---------------------------------------------------------------------|
 CE0223| PID    Reference Object                     Distance      Geod. Az  |
 CE0223|                                                           dddmmss.s |
 CE0223| CE0680 PASSERO                             APPROX. 3.4 KM 0540708.0 |
 CE0223| CE0686 FRONTERA 8                           47.319 METERS 14500     |
 CE0223| CE0687 MON 97                              235.612 METERS 18918     |
 CE0223|---------------------------------------------------------------------|
 CE0223
 CE0223                          SUPERSEDED SURVEY CONTROL
 CE0223
 CE0223  NAD 83(1993)-  31 48 45.13823(N)    106 33 28.06557(W) AD(       ) 2
 CE0223  NAD 83(1986)-  31 48 45.14131(N)    106 33 28.06540(W) AD(       ) 2
 CE0223  NAD 27      -  31 48 44.76131(N)    106 33 26.10819(W) AD(       ) 2
 CE0223  NAVD 88 (06/15/91) 1140.247  (m)         3740.96   (f) UNKNOWN     1 2
 CE0223  NGVD 29 (??/??/92) 1139.725  (m)         3739.25   (f) ADJ UNCH    1 2
 CE0223
 CE0223.Superseded values are not recommended for survey control.
 CE0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0223.See file dsdata.txt to determine how the superseded data were derived.
 CE0223
 CE0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5255120714(NAD 83)
 CE0223_MARKER: DB = BENCH MARK DISK
 CE0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0223_SP_SET: CONCRETE POST
 CE0223_STAMPING: Y 28 1952
 CE0223_MARK LOGO: CGS   
 CE0223_PROJECTION: PROJECTING 5 CENTIMETERS
 CE0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0223+STABILITY: SURFACE MOTION
 CE0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0223+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CE0223
 CE0223  HISTORY     - Date     Condition        Report By
 CE0223  HISTORY     - 1952     MONUMENTED       CGS
 CE0223  HISTORY     - 1954     GOOD             NGS
 CE0223  HISTORY     - 1981     GOOD             NGS
 CE0223  HISTORY     - 1981     GOOD             NGS
 CE0223  HISTORY     - 19940418 GOOD             NGS
 CE0223  HISTORY     - 19951226 GOOD             USPSQD
 CE0223  HISTORY     - 20030622 GOOD             NGS
 CE0223  HISTORY     - 20050402 GOOD             USPSQD
 CE0223
 CE0223                          STATION DESCRIPTION
 CE0223
 CE0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CE0223'2.0 MI SE FROM WHITE SPUR.
 CE0223'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 A FROM THE GRADE SCHOOL AT
 CE0223'WHITE SPUR, AT A RAILROAD CROSSING, 97.5 FEET SOUTHWEST OF THE CENTER
 CE0223'LINE OF THE HIGHWAY, 45 FEET EAST OF THE EAST CORNER OF A WOODEN
 CE0223'BRIDGE, 39 FEET SOUTHEAST OF THE CENTER LINE OF GIBSON ROAD, 14.3 FEET
 CE0223'SOUTHWEST OF THE SOUTHWEST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CE0223'RAILROAD, 21 FEET SOUTHEAST OF A WARNING SIGNAL LIGHT, 7.6 FEET NORTH
 CE0223'OF THE NORTH CORNER OF A SIGNAL BOX, 2 FEET NORTHWEST OF A WITNESS
 CE0223'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 CE0223'THE GROUND.
 CE0223
 CE0223                          STATION RECOVERY (1954)
 CE0223
 CE0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0223'RECOVERED IN GOOD CONDITION.
 CE0223
 CE0223                          STATION RECOVERY (1981)
 CE0223
 CE0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0223'THE STATION IS LOCATED ABOUT 15.3 KM (9-1/2 MI) WEST OF THE
 CE0223'INTERNATIONAL AIRPORT, 8.8 KM (5-1/2 MI) NORTHWEST OF
 CE0223'DOWNTOWN EL PASO, 3.2 KM (2 MI) NORTH OF THE MEXICO
 CE0223'BOUNDARY LINE AND 0.3 KM (0.2 MI) NORTHEAST OF THE TEXAS-NEW
 CE0223'MEXICO STATE LINE.
 CE0223'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0223'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0223'915-543-4200.
 CE0223'
 CE0223'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CE0223'10 AND SUNLAND PARK DRIVE ON THE NORTHWEST SIDE OF EL PASO.
 CE0223'GO SOUTHWESTERLY ON SUNLAND PARK DRIVE FOR 0.7 KM (0.45 MI)
 CE0223'TO A 4-WAY STOP AT U.S. HIGHWAY 80 (DONIPHAN DRIVE), AND
 CE0223'THE STATION JUST BEYOND THE INTERSECTION AND ON THE LEFT.
 CE0223'
 CE0223'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CE0223'STAMPED---Y 28 1952---,
 CE0223'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0223'FLUSH WITH GROUND.  IT IS LOCATED
 CE0223'11.2 METERS (36.7 FT) SOUTHEAST FROM THE CENTER OF SUNLAND PARK
 CE0223'DRIVE,
 CE0223'4.4 METERS (14.3 FT) SOUTH-SOUTHWEST FROM SOUTH RAIL OF RAILROAD
 CE0223'TRACK, AND
 CE0223'0.6 METER (2.1 FT) NORTHWEST FROM A WITNESS POST.
 CE0223'
 CE0223'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CE0223
 CE0223                          STATION RECOVERY (1981)
 CE0223
 CE0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0223'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0223'IN EL PASO, AT THE JUNCTION OF SUNLAND PARK DRIVE AND STATE HIGHWAY
 CE0223'20 (DONIPHAN DRIVE), 29.7 METERS (97.5 FT) SOUTHWEST OF THE CENTERLINE
 CE0223'OF THE HIGHWAY, 13.7 METERS (45.0 FT) EAST OF THE EAST CORNER OF A
 CE0223'CONCRETE CULVERT, 11.9 METERS (39.0 FT) SOUTHEAST OF THE CENTERLINE
 CE0223'OF THE DRIVE, 6.4 METERS (21.0 FT) SOUTHEAST OF A WARNING SIGNAL
 CE0223'LIGHT, 4.4 METERS (14.3 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 CE0223'ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 2.3 METERS (7.6 FT)
 CE0223'NORTH OF THE NORTH CORNER OF A SIGNAL BOX.
 CE0223'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CE0223
 CE0223                          STATION RECOVERY (1994)
 CE0223
 CE0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0223'IN EL PASO, AT THE INTERSECTION OF DONIPHAN AND SUNLAND PARK DRIVES,
 CE0223'31.2 M (102.4 FT) SOUTHWEST OF THE CENTERLINE OF DONIPHAN DRIVE, 11.5
 CE0223'M (37.7 FT) SOUTHEAST OF THE CENTERLINE OF SUNLAND PARK DRIVE, 4.4 M
 CE0223'(14.4 FT) SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 0.4 M
 CE0223'(1.3 FT) BELOW THE LEVEL OF THE DRIVES, AND THE MONUMENT PROJECTS 0.1
 CE0223'M (0.3 FT) ABOVE THE GROUND SURFACE.
 CE0223
 CE0223                          STATION RECOVERY (1995)
 CE0223
 CE0223'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0223'RECOVERED IN GOOD CONDITION.
 CE0223
 CE0223                          STATION RECOVERY (2003)
 CE0223
 CE0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0223'MARK IS IN CONCRETE TRAFFIC ISLAND, 4 FEET (OR WAS THAT INCHES) BELOW
 CE0223'TOP OF PVC PIPE WITH IRON LID.
 CE0223
 CE0223                          STATION RECOVERY (2005)
 CE0223
 CE0223'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0149 ***********************************************************************
 CT0149  DESIGNATION -  Y 283
 CT0149  PID         -  CT0149
 CT0149  STATE/COUNTY-  TX/ERATH
 CT0149  USGS QUAD   -  TURKEY CREEK (1965)
 CT0149
 CT0149                         *CURRENT SURVEY CONTROL
 CT0149  ___________________________________________________________________
 CT0149* NAD 83(1986)-  32 27 18.     (N)    098 21 39.     (W)     SCALED    
 CT0149* NAVD 88     -       315.978  (meters)    1036.67   (feet)  ADJUSTED  
 CT0149  ___________________________________________________________________
 CT0149  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CT0149  DYNAMIC HT  -         315.581 (meters)    1035.37  (feet)  COMP
 CT0149  MODELED GRAV-     979,374.2   (mgal)                       NAVD 88
 CT0149
 CT0149  VERT ORDER  -  SECOND    CLASS 0
 CT0149
 CT0149.The horizontal coordinates were scaled from a topographic map and have
 CT0149.an estimated accuracy of +/- 6 seconds.
 CT0149
 CT0149.The orthometric height was determined by differential leveling
 CT0149.and adjusted by the National Geodetic Survey in June 1991..
 CT0149
 CT0149.The geoid height was determined by GEOID03.
 CT0149
 CT0149.The dynamic height is computed by dividing the NAVD 88
 CT0149.geopotential number by the normal gravity value computed on the
 CT0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0149.degrees latitude (g = 980.6199 gals.).
 CT0149
 CT0149.The modeled gravity was interpolated from observed gravity values.
 CT0149
 CT0149;                    North         East    Units  Estimated Accuracy
 CT0149;SPC TXNC     - 2,087,430.      613,080.      MT  (+/- 180 meters Scaled)
 CT0149
 CT0149                          SUPERSEDED SURVEY CONTROL
 CT0149
 CT0149  NGVD 29 (??/??/92)  315.865  (m)         1036.30   (f) ADJ UNCH    2 0
 CT0149
 CT0149.Superseded values are not recommended for survey control.
 CT0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0149.See file dsdata.txt to determine how the superseded data were derived.
 CT0149
 CT0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA600910(NAD 83)
 CT0149_MARKER: DB = BENCH MARK DISK
 CT0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0149_STAMPING: Y 283 1934
 CT0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0149+STABILITY: SURFACE MOTION
 CT0149
 CT0149  HISTORY     - Date     Condition        Report By
 CT0149  HISTORY     - 1934     MONUMENTED       CGS
 CT0149  HISTORY     - 1964     MARK NOT FOUND   USGS
 CT0149  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0149  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0149
 CT0149                          STATION DESCRIPTION
 CT0149
 CT0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0149'6.0 MI SE FROM THURBER.
 CT0149'6.0 MI SE OF AND ALONG STATE HWY 108 71 FEET SE OF A WOODEN BRIDGE
 CT0149'OVER A SMALL CREEK.  65 FEET E OF CENTER OF HIGHWAY AND AT A GATE IN
 CT0149'R/W FENCE.
 CT0149
 CT0149                          STATION RECOVERY (1964)
 CT0149
 CT0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CT0149'MARK NOT FOUND.
 CT0149
 CT0149                          STATION RECOVERY (1999)
 CT0149
 CT0149'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0149'MARK NOT FOUND.
 CT0149
 CT0149                          STATION RECOVERY (2002)
 CT0149
 CT0149'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0019 ***********************************************************************
 CA0019  DESIGNATION -  Y 284
 CA0019  PID         -  CA0019
 CA0019  STATE/COUNTY-  TX/HAMILTON
 CA0019  USGS QUAD   -  HAMILTON WEST (1979)
 CA0019
 CA0019                         *CURRENT SURVEY CONTROL
 CA0019  ___________________________________________________________________
 CA0019* NAD 83(1986)-  31 42 13.     (N)    098 11 13.     (W)     SCALED    
 CA0019* NAVD 88     -       370.802  (meters)    1216.54   (feet)  ADJUSTED  
 CA0019  ___________________________________________________________________
 CA0019  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CA0019  DYNAMIC HT  -         370.324 (meters)    1214.97  (feet)  COMP
 CA0019  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 CA0019
 CA0019  VERT ORDER  -  SECOND    CLASS 0
 CA0019
 CA0019.The horizontal coordinates were scaled from a topographic map and have
 CA0019.an estimated accuracy of +/- 6 seconds.
 CA0019
 CA0019.The orthometric height was determined by differential leveling
 CA0019.and adjusted by the National Geodetic Survey in June 1991..
 CA0019
 CA0019.The geoid height was determined by GEOID03.
 CA0019
 CA0019.The dynamic height is computed by dividing the NAVD 88
 CA0019.geopotential number by the normal gravity value computed on the
 CA0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0019.degrees latitude (g = 980.6199 gals.).
 CA0019
 CA0019.The modeled gravity was interpolated from observed gravity values.
 CA0019
 CA0019;                    North         East    Units  Estimated Accuracy
 CA0019;SPC TX C     - 3,227,780.      903,450.      MT  (+/- 180 meters Scaled)
 CA0019
 CA0019                          SUPERSEDED SURVEY CONTROL
 CA0019
 CA0019  NGVD 29 (??/??/92)  370.723  (m)         1216.28   (f) ADJ UNCH    2 0
 CA0019
 CA0019.Superseded values are not recommended for survey control.
 CA0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0019.See file dsdata.txt to determine how the superseded data were derived.
 CA0019
 CA0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA770078(NAD 83)
 CA0019_MARKER: DB = BENCH MARK DISK
 CA0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0019_STAMPING: Y 284 1934
 CA0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0019+STABILITY: SURFACE MOTION
 CA0019
 CA0019  HISTORY     - Date     Condition        Report By
 CA0019  HISTORY     - 1934     MONUMENTED       CGS
 CA0019
 CA0019                          STATION DESCRIPTION
 CA0019
 CA0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0019'3.9 MI W FROM HAMILTON.
 CA0019'3.9 MI W OF AND ALONG STATE HWY 36 20 FEET E OF GATE TO A FARM YARD.
 CA0019'74 YARDS NE OF FARM HOUSE.  43 FEET S OF CENTER OF HIGHWAY.  2 FEET N
 CA0019'OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0377 ***********************************************************************
 DM0377  DESIGNATION -  Y 285
 DM0377  PID         -  DM0377
 DM0377  STATE/COUNTY-  TX/LAMAR
 DM0377  USGS QUAD   -  BLOSSOM (1964)
 DM0377
 DM0377                         *CURRENT SURVEY CONTROL
 DM0377  ___________________________________________________________________
 DM0377* NAD 83(1986)-  33 39 09.     (N)    095 29 26.     (W)     SCALED    
 DM0377* NAVD 88     -       159.138  (meters)     522.11   (feet)  ADJUSTED  
 DM0377  ___________________________________________________________________
 DM0377  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DM0377  DYNAMIC HT  -         158.972 (meters)     521.56  (feet)  COMP
 DM0377  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 DM0377
 DM0377  VERT ORDER  -  SECOND    CLASS 0
 DM0377
 DM0377.The horizontal coordinates were scaled from a topographic map and have
 DM0377.an estimated accuracy of +/- 6 seconds.
 DM0377
 DM0377.The orthometric height was determined by differential leveling
 DM0377.and adjusted by the National Geodetic Survey in June 1991..
 DM0377
 DM0377.The geoid height was determined by GEOID03.
 DM0377
 DM0377.The dynamic height is computed by dividing the NAVD 88
 DM0377.geopotential number by the normal gravity value computed on the
 DM0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0377.degrees latitude (g = 980.6199 gals.).
 DM0377
 DM0377.The modeled gravity was interpolated from observed gravity values.
 DM0377
 DM0377;                    North         East    Units  Estimated Accuracy
 DM0377;SPC TXNC     - 2,224,210.      879,100.      MT  (+/- 180 meters Scaled)
 DM0377
 DM0377                          SUPERSEDED SURVEY CONTROL
 DM0377
 DM0377  NGVD 29 (??/??/92)  159.116  (m)          522.03   (f) ADJ UNCH    2 0
 DM0377
 DM0377.Superseded values are not recommended for survey control.
 DM0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0377.See file dsdata.txt to determine how the superseded data were derived.
 DM0377
 DM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT690264(NAD 83)
 DM0377_MARKER: DB = BENCH MARK DISK
 DM0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0377_STAMPING: Y 285 1934
 DM0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0377+STABILITY: SURFACE MOTION
 DM0377
 DM0377  HISTORY     - Date     Condition        Report By
 DM0377  HISTORY     - 1934     MONUMENTED       CGS
 DM0377  HISTORY     - 1965     GOOD             NGS
 DM0377  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0377
 DM0377                          STATION DESCRIPTION
 DM0377
 DM0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0377'4.0 MI E FROM PARIS.
 DM0377'4.0 MI E OF AND ALONG THE T P R R AT A ROAD CROSSING WHERE A COUNTRY
 DM0377'ROAD CROSSES THE TRACK.  0.2 MILE W OF MILE POST 87.  0.1 MILE E OF
 DM0377'BRIDGE 87.3.  43 FEET N OF CENTER OF TRACK.  AT THE FENCE CORNER.
 DM0377
 DM0377                          STATION RECOVERY (1965)
 DM0377
 DM0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DM0377'RECOVERED IN GOOD CONDITION.
 DM0377
 DM0377                          STATION RECOVERY (1995)
 DM0377
 DM0377'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0161 ***********************************************************************
 DM0161  DESIGNATION -  Y 286
 DM0161  PID         -  DM0161
 DM0161  STATE/COUNTY-  TX/BOWIE
 DM0161  USGS QUAD   -  HOOKS (1975)
 DM0161
 DM0161                         *CURRENT SURVEY CONTROL
 DM0161  ___________________________________________________________________
 DM0161* NAD 83(1986)-  33 27 54.     (N)    094 18 34.     (W)     SCALED    
 DM0161* NAVD 88     -       111.534  (meters)     365.92   (feet)  ADJUSTED  
 DM0161  ___________________________________________________________________
 DM0161  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM0161  DYNAMIC HT  -         111.416 (meters)     365.54  (feet)  COMP
 DM0161  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 DM0161
 DM0161  VERT ORDER  -  SECOND    CLASS 0
 DM0161
 DM0161.The horizontal coordinates were scaled from a topographic map and have
 DM0161.an estimated accuracy of +/- 6 seconds.
 DM0161
 DM0161.The orthometric height was determined by differential leveling
 DM0161.and adjusted by the National Geodetic Survey in June 1991..
 DM0161
 DM0161.The geoid height was determined by GEOID03.
 DM0161
 DM0161.The dynamic height is computed by dividing the NAVD 88
 DM0161.geopotential number by the normal gravity value computed on the
 DM0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0161.degrees latitude (g = 980.6199 gals.).
 DM0161
 DM0161.The modeled gravity was interpolated from observed gravity values.
 DM0161
 DM0161;                    North         East    Units  Estimated Accuracy
 DM0161;SPC TXNC     - 2,207,190.      989,410.      MT  (+/- 180 meters Scaled)
 DM0161
 DM0161                          SUPERSEDED SURVEY CONTROL
 DM0161
 DM0161  NGVD 29 (??/??/92)  111.545  (m)          365.96   (f) ADJ UNCH    2 0
 DM0161
 DM0161.Superseded values are not recommended for survey control.
 DM0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0161.See file dsdata.txt to determine how the superseded data were derived.
 DM0161
 DM0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT783036(NAD 83)
 DM0161_MARKER: DB = BENCH MARK DISK
 DM0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0161_STAMPING: Y 286 1934
 DM0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0161+STABILITY: SURFACE MOTION
 DM0161
 DM0161  HISTORY     - Date     Condition        Report By
 DM0161  HISTORY     - 1934     MONUMENTED       CGS
 DM0161  HISTORY     - 1954     MARK NOT FOUND   USGS
 DM0161  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0161
 DM0161                          STATION DESCRIPTION
 DM0161
 DM0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0161'1.2 MI W FROM HOOKS.
 DM0161'1.2 MI W OF AND ALONG THE T P R R DIRECTLY OPPOSITE MILE POST 16.  34
 DM0161'FEET N OF CENTER OF TRACK.  4 FEET S OF R/W FENCE.
 DM0161
 DM0161                          STATION RECOVERY (1954)
 DM0161
 DM0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DM0161'MARK NOT FOUND.
 DM0161
 DM0161                          STATION RECOVERY (1997)
 DM0161
 DM0161'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0896 ***********************************************************************
 CR0896  DESIGNATION -  Y 287
 CR0896  PID         -  CR0896
 CR0896  STATE/COUNTY-  TX/VAN ZANDT
 CR0896  USGS QUAD   -  EDGEWOOD (1981)
 CR0896
 CR0896                         *CURRENT SURVEY CONTROL
 CR0896  ___________________________________________________________________
 CR0896* NAD 83(1986)-  32 42 04.     (N)    095 55 11.     (W)     SCALED    
 CR0896* NAVD 88     -       143.123  (meters)     469.56   (feet)  ADJUSTED  
 CR0896  ___________________________________________________________________
 CR0896  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0896  DYNAMIC HT  -         142.961 (meters)     469.03  (feet)  COMP
 CR0896  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 CR0896
 CR0896  VERT ORDER  -  SECOND    CLASS 0
 CR0896
 CR0896.The horizontal coordinates were scaled from a topographic map and have
 CR0896.an estimated accuracy of +/- 6 seconds.
 CR0896
 CR0896.The orthometric height was determined by differential leveling
 CR0896.and adjusted by the National Geodetic Survey in June 1991..
 CR0896.WARNING-Repeat measurements at this control monument indicate possible
 CR0896.vertical movement.
 CR0896
 CR0896.The geoid height was determined by GEOID03.
 CR0896
 CR0896.The dynamic height is computed by dividing the NAVD 88
 CR0896.geopotential number by the normal gravity value computed on the
 CR0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0896.degrees latitude (g = 980.6199 gals.).
 CR0896
 CR0896.The modeled gravity was interpolated from observed gravity values.
 CR0896
 CR0896;                    North         East    Units  Estimated Accuracy
 CR0896;SPC TXNC     - 2,117,680.      841,890.      MT  (+/- 180 meters Scaled)
 CR0896
 CR0896                          SUPERSEDED SURVEY CONTROL
 CR0896
 CR0896  NGVD 29 (??/??/92)  143.136  (m)          469.61   (f) ADJ UNCH    2 0
 CR0896
 CR0896.Superseded values are not recommended for survey control.
 CR0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0896.See file dsdata.txt to determine how the superseded data were derived.
 CR0896
 CR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS262219(NAD 83)
 CR0896_MARKER: DB = BENCH MARK DISK
 CR0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0896_STAMPING: Y 287 1934
 CR0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0896+STABILITY: SURFACE MOTION
 CR0896
 CR0896  HISTORY     - Date     Condition        Report By
 CR0896  HISTORY     - 1934     MONUMENTED       CGS
 CR0896  HISTORY     - 1952     GOOD             NGS
 CR0896  HISTORY     - 1988     GOOD             USPSQD
 CR0896  HISTORY     - 19930614 GOOD             USPSQD
 CR0896  HISTORY     - 19950831 GOOD             USPSQD
 CR0896
 CR0896                          STATION DESCRIPTION
 CR0896
 CR0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CR0896'2.0 MI W FROM EDGEWOOD.
 CR0896'2.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CR0896'AT EDGEWOOD, 66 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD CROSSING,
 CR0896'45 FEET SOUTH OF THE SOUTH RAIL, 16 FEET SOUTHWEST OF A TELEPHONE
 CR0896'POLE, 8 FEET NORTHEAST OF A FENCE CORNER, 3 FEET NORTH OF A FENCE, 3
 CR0896'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0896'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CR0896
 CR0896                          STATION RECOVERY (1988)
 CR0896
 CR0896'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR0896'RECOVERED IN GOOD CONDITION.
 CR0896
 CR0896                          STATION RECOVERY (1993)
 CR0896
 CR0896'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0896'RECOVERED IN GOOD CONDITION.
 CR0896
 CR0896                          STATION RECOVERY (1995)
 CR0896
 CR0896'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2026 ***********************************************************************
 CS2026  DESIGNATION -  Y 289
 CS2026  PID         -  CS2026
 CS2026  STATE/COUNTY-  TX/JOHNSON
 CS2026  USGS QUAD   -  KEENE (1978)
 CS2026
 CS2026                         *CURRENT SURVEY CONTROL
 CS2026  ___________________________________________________________________
 CS2026* NAD 83(1986)-  32 26 10.     (N)    097 16 55.     (W)     SCALED    
 CS2026* NAVD 88     -       239.548  (meters)     785.92   (feet)  ADJUSTED  
 CS2026  ___________________________________________________________________
 CS2026  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CS2026  DYNAMIC HT  -         239.261 (meters)     784.98  (feet)  COMP
 CS2026  MODELED GRAV-     979,435.2   (mgal)                       NAVD 88
 CS2026
 CS2026  VERT ORDER  -  FIRST     CLASS II
 CS2026
 CS2026.The horizontal coordinates were scaled from a topographic map and have
 CS2026.an estimated accuracy of +/- 6 seconds.
 CS2026
 CS2026.The orthometric height was determined by differential leveling
 CS2026.and adjusted by the National Geodetic Survey in June 1991..
 CS2026
 CS2026.The geoid height was determined by GEOID03.
 CS2026
 CS2026.The dynamic height is computed by dividing the NAVD 88
 CS2026.geopotential number by the normal gravity value computed on the
 CS2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2026.degrees latitude (g = 980.6199 gals.).
 CS2026
 CS2026.The modeled gravity was interpolated from observed gravity values.
 CS2026
 CS2026;                    North         East    Units  Estimated Accuracy
 CS2026;SPC TXNC     - 2,085,990.      714,540.      MT  (+/- 180 meters Scaled)
 CS2026
 CS2026                          SUPERSEDED SURVEY CONTROL
 CS2026
 CS2026  NGVD 29 (??/??/92)  239.518  (m)          785.82   (f) ADJ UNCH    1 2
 CS2026
 CS2026.Superseded values are not recommended for survey control.
 CS2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2026.See file dsdata.txt to determine how the superseded data were derived.
 CS2026
 CS2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA615900(NAD 83)
 CS2026_MARKER: DB = BENCH MARK DISK
 CS2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2026_STAMPING: Y 289 1934
 CS2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2026+STABILITY: SURFACE MOTION
 CS2026
 CS2026  HISTORY     - Date     Condition        Report By
 CS2026  HISTORY     - 1934     MONUMENTED       CGS
 CS2026  HISTORY     - 1964     GOOD             NGS
 CS2026  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2026  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2026  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2026  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2026  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS2026
 CS2026                          STATION DESCRIPTION
 CS2026
 CS2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2026'5.1 MI N FROM ALVARADO.
 CS2026'5.1 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS2026'THE STATION AT ALVARADO, JOHNSON COUNTY, 1.7 MILES SOUTHEAST OF THE
 CS2026'STATION AT EGAN, 0.2 MILE SOUTHEAST OF MILEPOST 779, 80 YARDS NORTH OF
 CS2026'BRIDGE 779.2, AT A ROAD CROSSING, 48 FEET EAST OF THE CENTER LINE OF
 CS2026'THE TRACK, AND 25 FEET SOUTH OF A BRIDGE AT THE CROSSING.  A STANDARD
 CS2026'DISK, STAMPED Y 289 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CS2026'THE BENCH MARK IS 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD WHICH
 CS2026'CROSSES OVER THE RAILROAD TRACKS, 44 FEET SOUTHEAST OF THE RAILROAD
 CS2026'CROSSING SIGN POST, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 CS2026'STANDARD DISK SET IN A 6 X 6 IN. CONCRETE POST WHICH PROJECTS 2 INCHES
 CS2026'ABOVE THE GROUND.
 CS2026
 CS2026                          STATION RECOVERY (1983)
 CS2026
 CS2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2026'MARK NOT FOUND.
 CS2026
 CS2026                          STATION RECOVERY (1991)
 CS2026
 CS2026'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS2026'MARK NOT FOUND.
 CS2026
 CS2026                          STATION RECOVERY (1994)
 CS2026
 CS2026'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2026'MARK NOT FOUND.
 CS2026
 CS2026                          STATION RECOVERY (2004)
 CS2026
 CS2026'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS2026'MARK NOT FOUND.
 CS2026
 CS2026                          STATION RECOVERY (2005)
 CS2026
 CS2026'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS2026'MARK IS BELIEVED TO BE COVERED OR DESTROYED BY THE CONSTRUCTION OF NEW
 CS2026'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0237 ***********************************************************************
 AZ0237  DESIGNATION -  Y 29
 AZ0237  PID         -  AZ0237
 AZ0237  STATE/COUNTY-  TX/VAL VERDE
 AZ0237  USGS QUAD   -  SHUMLA (1973)
 AZ0237
 AZ0237                         *CURRENT SURVEY CONTROL
 AZ0237  ___________________________________________________________________
 AZ0237* NAD 83(1986)-  29 47 03.     (N)    101 24 32.     (W)     SCALED    
 AZ0237* NAVD 88     -       427.006  (meters)    1400.94   (feet)  POSTED    
 AZ0237  ___________________________________________________________________
 AZ0237  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AZ0237  DYNAMIC HT  -         426.380 (meters)    1398.88  (feet)  COMP
 AZ0237  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 AZ0237
 AZ0237  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0237
 AZ0237.The horizontal coordinates were scaled from a topographic map and have
 AZ0237.an estimated accuracy of +/- 6 seconds.
 AZ0237
 AZ0237.The orthometric height was determined by differential leveling
 AZ0237.and adjusted by the National Geodetic Survey in 1992..
 AZ0237.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0237.rate of 0.0 thru 1.0 mm/km.
 AZ0237
 AZ0237.The geoid height was determined by GEOID03.
 AZ0237
 AZ0237.The dynamic height is computed by dividing the NAVD 88
 AZ0237.geopotential number by the normal gravity value computed on the
 AZ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0237.degrees latitude (g = 980.6199 gals.).
 AZ0237
 AZ0237.The modeled gravity was interpolated from observed gravity values.
 AZ0237
 AZ0237;                    North         East    Units  Estimated Accuracy
 AZ0237;SPC TXSC     - 4,218,600.      367,120.      MT  (+/- 180 meters Scaled)
 AZ0237
 AZ0237                          SUPERSEDED SURVEY CONTROL
 AZ0237
 AZ0237.No superseded survey control is available for this station.
 AZ0237
 AZ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT671973(NAD 83)
 AZ0237_MARKER: DB = BENCH MARK DISK
 AZ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0237_STAMPING: Y 29 1917 1400.61
 AZ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0237+STABILITY: SURFACE MOTION
 AZ0237
 AZ0237  HISTORY     - Date     Condition        Report By
 AZ0237  HISTORY     - 1917     MONUMENTED       CGS
 AZ0237  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0237  HISTORY     - 20010607 MARK NOT FOUND   USPSQD
 AZ0237
 AZ0237                          STATION DESCRIPTION
 AZ0237
 AZ0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0237'0.8 MI W FROM SHUMLA.
 AZ0237'ABOUT 0.8 MILES WEST OF SHUMLA, VALVERDE COUNTY, ON THE SOUTHERN
 AZ0237'PACIFIC RAILROAD, AT MILEPOST 432, AND ABOUT 50 FEET SOUTH OF THE
 AZ0237'TRACK.  A STANDARD DISK, STAMPED Y 29 1917 1400.61, AND SET IN THE TOP
 AZ0237'OF A CONCRETE POST.  NOTE-- A MARK WAS FOUND WITH THE TOP OF THE POST
 AZ0237'BROKEN OFF.  THE DISK WAS NOT RECOVERED, BUT THE IMPRINT OF THE DISK
 AZ0237'COULD BE SEEN AND THE MARK HAS EVIDENTLY BEEN DESTROYED.
 AZ0237
 AZ0237                          STATION RECOVERY (2001)
 AZ0237
 AZ0237'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0237'REPORTED AS DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0163 ***********************************************************************
 DO0163  DESIGNATION -  Y 290
 DO0163  PID         -  DO0163
 DO0163  STATE/COUNTY-  TX/JACK
 DO0163  USGS QUAD   -  JACKSBORO (1982)
 DO0163
 DO0163                         *CURRENT SURVEY CONTROL
 DO0163  ___________________________________________________________________
 DO0163* NAD 83(1986)-  33 13 27.     (N)    098 10 38.     (W)     SCALED    
 DO0163* NAVD 88     -       328.422  (meters)    1077.50   (feet)  ADJUSTED  
 DO0163  ___________________________________________________________________
 DO0163  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DO0163  DYNAMIC HT  -         328.046 (meters)    1076.26  (feet)  COMP
 DO0163  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 DO0163
 DO0163  VERT ORDER  -  SECOND    CLASS 0
 DO0163
 DO0163.The horizontal coordinates were scaled from a topographic map and have
 DO0163.an estimated accuracy of +/- 6 seconds.
 DO0163
 DO0163.The orthometric height was determined by differential leveling
 DO0163.and adjusted by the National Geodetic Survey in June 1991..
 DO0163
 DO0163.The geoid height was determined by GEOID03.
 DO0163
 DO0163.The dynamic height is computed by dividing the NAVD 88
 DO0163.geopotential number by the normal gravity value computed on the
 DO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0163.degrees latitude (g = 980.6199 gals.).
 DO0163
 DO0163.The modeled gravity was interpolated from observed gravity values.
 DO0163
 DO0163;                    North         East    Units  Estimated Accuracy
 DO0163;SPC TXNC     - 2,172,760.      630,080.      MT  (+/- 180 meters Scaled)
 DO0163
 DO0163                          SUPERSEDED SURVEY CONTROL
 DO0163
 DO0163  NGVD 29 (??/??/92)  328.42   (m)         1077.5    (f) COMPUTED    2 0
 DO0163
 DO0163.Superseded values are not recommended for survey control.
 DO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0163.See file dsdata.txt to determine how the superseded data were derived.
 DO0163
 DO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB766764(NAD 83)
 DO0163_MARKER: DB = BENCH MARK DISK
 DO0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0163_STAMPING: 1077.275 Y 290 1934
 DO0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0163+STABILITY: SURFACE MOTION
 DO0163
 DO0163  HISTORY     - Date     Condition        Report By
 DO0163  HISTORY     - 1934     MONUMENTED       CGS
 DO0163  HISTORY     - 1950     GOOD             NGS
 DO0163  HISTORY     - 1959     MARK NOT FOUND   USGS
 DO0163  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0163
 DO0163                          STATION DESCRIPTION
 DO0163
 DO0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0163'IN JACKSBORO.
 DO0163'THIS MARK IS IN THE NORTHWEST PART OF JACKSBORO, ALONG THE STREET
 DO0163'WHICH WAS THE ROUTE OF U. S. HIGHWAY NO. 281 IN 1934.  IT IS 22 FEET
 DO0163'SOUTH OF THE CENTERLINE OF THE BLACK-TOP ROAD, 7 FEET EAST OF THE
 DO0163'CENTERLINE OF A NARROW ROAD LEADING SOUTH, 2 FEET NORTH OF A CORNER
 DO0163'POST AND ABOUT 75 YARDS SOUTHWEST OF A SMALL STONE HOUSE WHICH IS ON
 DO0163'THE NORTH SIDE OF THE ROAD.  IT IS 1 BLOCK WEST OF A Y FORK, ON THE
 DO0163'NORTH LEG OF THE Y.  TO REACH FROM THE SQUARE IN JACKSBORO, GO NORTH
 DO0163'00.3 MILE.  THEN GO WEST ON THE OLD BLACK-TOP ROAD 1.0 MILE TO THE
 DO0163'MARK ON THE LEFT.  A DISK IN A CONCRETE POST PROJECTING ABOUT 3
 DO0163'INCHES.
 DO0163
 DO0163                          STATION RECOVERY (1959)
 DO0163
 DO0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DO0163'MARK NOT FOUND.
 DO0163
 DO0163                          STATION RECOVERY (2001)
 DO0163
 DO0163'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0771 ***********************************************************************
 BZ0771  DESIGNATION -  Y 291
 BZ0771  PID         -  BZ0771
 BZ0771  STATE/COUNTY-  TX/MCLENNAN
 BZ0771  USGS QUAD   -  CRAWFORD (1979)
 BZ0771
 BZ0771                         *CURRENT SURVEY CONTROL
 BZ0771  ___________________________________________________________________
 BZ0771* NAD 83(1986)-  31 32 38.     (N)    097 26 26.     (W)     SCALED    
 BZ0771* NAVD 88     -       206.847  (meters)     678.63   (feet)  ADJUSTED  
 BZ0771  ___________________________________________________________________
 BZ0771  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BZ0771  DYNAMIC HT  -         206.578 (meters)     677.75  (feet)  COMP
 BZ0771  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 BZ0771
 BZ0771  VERT ORDER  -  SECOND    CLASS 0
 BZ0771
 BZ0771.The horizontal coordinates were scaled from a topographic map and have
 BZ0771.an estimated accuracy of +/- 6 seconds.
 BZ0771
 BZ0771.The orthometric height was determined by differential leveling
 BZ0771.and adjusted by the National Geodetic Survey in June 1991..
 BZ0771
 BZ0771.The geoid height was determined by GEOID03.
 BZ0771
 BZ0771.The dynamic height is computed by dividing the NAVD 88
 BZ0771.geopotential number by the normal gravity value computed on the
 BZ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0771.degrees latitude (g = 980.6199 gals.).
 BZ0771
 BZ0771.The modeled gravity was interpolated from observed gravity values.
 BZ0771
 BZ0771;                    North         East    Units  Estimated Accuracy
 BZ0771;SPC TX C     - 3,211,680.      974,640.      MT  (+/- 180 meters Scaled)
 BZ0771
 BZ0771                          SUPERSEDED SURVEY CONTROL
 BZ0771
 BZ0771  NGVD 29 (??/??/92)  206.802  (m)          678.48   (f) ADJ UNCH    2 0
 BZ0771
 BZ0771.Superseded values are not recommended for survey control.
 BZ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0771.See file dsdata.txt to determine how the superseded data were derived.
 BZ0771
 BZ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV480909(NAD 83)
 BZ0771_MARKER: DB = BENCH MARK DISK
 BZ0771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0771_SP_SET: ABUTMENT
 BZ0771_STAMPING: Y 291 1934
 BZ0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0771
 BZ0771  HISTORY     - Date     Condition        Report By
 BZ0771  HISTORY     - 1934     MONUMENTED       CGS
 BZ0771  HISTORY     - 1966     GOOD             NGS
 BZ0771  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ0771  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0771  HISTORY     - 20040110 MARK NOT FOUND   USPSQD
 BZ0771
 BZ0771                          STATION DESCRIPTION
 BZ0771
 BZ0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0771'0.8 MI N FROM CRAWFORD.
 BZ0771'ABOUT 0.8 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ0771'FROM THE STATION AT CRAWFORD, MCLENNAN COUNTY, ABOUT 0.2 MILE SOUTH OF
 BZ0771'MILEPOST 251, AT BRIDGE 250 C, IN THE TOP OF THE SOUTHWEST CONCRETE
 BZ0771'ABUTMENT, AND 9 FEET WEST OF THE CENTER LINE OF THE TRACK. A STANDARD
 BZ0771'DISK, STAMPED Y 291 1934.  THE BENCH MARK MAY BE REACHED FROM THE
 BZ0771'JUNCTION OF STATE HIGHWAY 317 AND F.M. HIGHWAY 185 IN CRAWFORD, BY
 BZ0771'GOING NORTH ON A DIRT ROAD WHICH IS THE FIRST ROAD EAST OF THE
 BZ0771'RAILROAD TRACKS, FOR 0.75 MILE, THENCE WALK WEST ACROSS PASTURE LAND
 BZ0771'FOR ABOUT 200 YARDS TO SITE OF BENCH MARK.
 BZ0771
 BZ0771                          STATION RECOVERY (1995)
 BZ0771
 BZ0771'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0771'MARK NOT FOUND.
 BZ0771
 BZ0771                          STATION RECOVERY (2001)
 BZ0771
 BZ0771'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0771'MARK NOT FOUND.
 BZ0771
 BZ0771                          STATION RECOVERY (2004)
 BZ0771
 BZ0771'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2126 ***********************************************************************
 CS2126  DESIGNATION -  Y 292
 CS2126  PID         -  CS2126
 CS2126  STATE/COUNTY-  TX/HILL
 CS2126  USGS QUAD   -  LAKESIDE VILLAGE (1976)
 CS2126
 CS2126                         *CURRENT SURVEY CONTROL
 CS2126  ___________________________________________________________________
 CS2126* NAD 83(1986)-  32 06 15.     (N)    097 26 21.     (W)     SCALED    
 CS2126* NAVD 88     -       164.237  (meters)     538.83   (feet)  ADJUSTED  
 CS2126  ___________________________________________________________________
 CS2126  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS2126  DYNAMIC HT  -         164.036 (meters)     538.17  (feet)  COMP
 CS2126  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 CS2126
 CS2126  VERT ORDER  -  SECOND    CLASS 0
 CS2126
 CS2126.The horizontal coordinates were scaled from a topographic map and have
 CS2126.an estimated accuracy of +/- 6 seconds.
 CS2126
 CS2126.The orthometric height was determined by differential leveling
 CS2126.and adjusted by the National Geodetic Survey in June 1991..
 CS2126
 CS2126.The geoid height was determined by GEOID03.
 CS2126
 CS2126.The dynamic height is computed by dividing the NAVD 88
 CS2126.geopotential number by the normal gravity value computed on the
 CS2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2126.degrees latitude (g = 980.6199 gals.).
 CS2126
 CS2126.The modeled gravity was interpolated from observed gravity values.
 CS2126
 CS2126;                    North         East    Units  Estimated Accuracy
 CS2126;SPC TXNC     - 2,049,020.      700,130.      MT  (+/- 180 meters Scaled)
 CS2126
 CS2126                          SUPERSEDED SURVEY CONTROL
 CS2126
 CS2126  NGVD 29 (??/??/92)  164.220  (m)          538.78   (f) ADJ UNCH    2 0
 CS2126
 CS2126.Superseded values are not recommended for survey control.
 CS2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2126.See file dsdata.txt to determine how the superseded data were derived.
 CS2126
 CS2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA472530(NAD 83)
 CS2126_MARKER: DB = BENCH MARK DISK
 CS2126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2126_SP_SET: ABUTMENT
 CS2126_STAMPING: Y 292 1934
 CS2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2126
 CS2126  HISTORY     - Date     Condition        Report By
 CS2126  HISTORY     - 1934     MONUMENTED       CGS
 CS2126  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2126  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS2126
 CS2126                          STATION DESCRIPTION
 CS2126
 CS2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2126'3.7 MI S FROM BLUM.
 CS2126'ABOUT 3.7 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2126'FROM THE STATION AT BLUM, HILL COUNTY, AT CULVERT 299 A, IN THE TOP OF
 CS2126'THE NORTHWEST CONCRETE ABUTMENT, AND 9 FEET WEST OF THE CENTER LINE OF
 CS2126'TRACK.  A STANDARD DISK STAMPED Y 292 1934.  NOTE-- THE RAILROAD
 CS2126'TRACKS, MILE POSTS, AND RIGHT-OF-WAY FENCE HAS BEEN REMOVED. THE
 CS2126'BRIDGE AS MENTIONED IN THE ORIGINAL DESCRIPTION WAS NOT FOUND. IT IS
 CS2126'BELIEVED THE CULVERT ABUTMENTS MAY HAVE BEEN DESTROYED WHEN THE TRACKS
 CS2126'OF THE RAILROAD WERE REMOVED.
 CS2126
 CS2126                          STATION RECOVERY (1999)
 CS2126
 CS2126'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2122 ***********************************************************************
 CS2122  DESIGNATION -  Y 293
 CS2122  PID         -  CS2122
 CS2122  STATE/COUNTY-  TX/ELLIS
 CS2122  USGS QUAD   -  VENUS (1978)
 CS2122
 CS2122                         *CURRENT SURVEY CONTROL
 CS2122  ___________________________________________________________________
 CS2122* NAD 83(1986)-  32 28 13.     (N)    097 01 06.     (W)     SCALED    
 CS2122* NAVD 88     -       205.645  (meters)     674.69   (feet)  ADJUSTED  
 CS2122  ___________________________________________________________________
 CS2122  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CS2122  DYNAMIC HT  -         205.400 (meters)     673.88  (feet)  COMP
 CS2122  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 CS2122
 CS2122  VERT ORDER  -  SECOND    CLASS 0
 CS2122
 CS2122.The horizontal coordinates were scaled from a topographic map and have
 CS2122.an estimated accuracy of +/- 6 seconds.
 CS2122
 CS2122.The orthometric height was determined by differential leveling
 CS2122.and adjusted by the National Geodetic Survey in June 1991..
 CS2122
 CS2122.The geoid height was determined by GEOID03.
 CS2122
 CS2122.The dynamic height is computed by dividing the NAVD 88
 CS2122.geopotential number by the normal gravity value computed on the
 CS2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2122.degrees latitude (g = 980.6199 gals.).
 CS2122
 CS2122.The modeled gravity was interpolated from observed gravity values.
 CS2122
 CS2122;                    North         East    Units  Estimated Accuracy
 CS2122;SPC TXNC     - 2,090,100.      739,270.      MT  (+/- 180 meters Scaled)
 CS2122
 CS2122                          SUPERSEDED SURVEY CONTROL
 CS2122
 CS2122  NGVD 29 (??/??/92)  205.624  (m)          674.62   (f) ADJ UNCH    2 0
 CS2122
 CS2122.Superseded values are not recommended for survey control.
 CS2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2122.See file dsdata.txt to determine how the superseded data were derived.
 CS2122
 CS2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA862942(NAD 83)
 CS2122_MARKER: DB = BENCH MARK DISK
 CS2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2122_STAMPING: Y 293 1934
 CS2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2122+STABILITY: SURFACE MOTION
 CS2122
 CS2122  HISTORY     - Date     Condition        Report By
 CS2122  HISTORY     - 1934     MONUMENTED       CGS
 CS2122  HISTORY     - 1965     MARK NOT FOUND   NGS
 CS2122
 CS2122                          STATION DESCRIPTION
 CS2122
 CS2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2122'1.8 MI W FROM MIDLOTHIAN.
 CS2122'1.8 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS2122'STATION AT MIDLOTHIAN, ELLIS COUNTY, 0.1 MILE EAST OF MILE POST 25, AT
 CS2122'A ROAD CROSSING, 70 FEET WEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 CS2122'SOUTH OF THE CENTER LINE OF THE TRACK, AND 2 FEET NORTH OF THE
 CS2122'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 293 1934 AND SET IN
 CS2122'THE TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED THIS MARK WAS
 CS2122'DESTROYED DURING RE-CONSTRUCTION OF U.S. HIGHWAY 67, OR BY CULTIVATION
 CS2122'BEING DONE ALONG THE RAIL ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0176 ***********************************************************************
 DN0176  DESIGNATION -  Y 294
 DN0176  PID         -  DN0176
 DN0176  STATE/COUNTY-  TX/FANNIN
 DN0176  USGS QUAD   -  GOBER (1964)
 DN0176
 DN0176                         *CURRENT SURVEY CONTROL
 DN0176  ___________________________________________________________________
 DN0176* NAD 83(1986)-  33 22 52.     (N)    096 02 53.     (W)     SCALED    
 DN0176* NAVD 88     -       208.428  (meters)     683.82   (feet)  ADJUSTED  
 DN0176  ___________________________________________________________________
 DN0176  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN0176  DYNAMIC HT  -         208.206 (meters)     683.09  (feet)  COMP
 DN0176  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 DN0176
 DN0176  VERT ORDER  -  SECOND    CLASS 0
 DN0176
 DN0176.The horizontal coordinates were scaled from a topographic map and have
 DN0176.an estimated accuracy of +/- 6 seconds.
 DN0176
 DN0176.The orthometric height was determined by differential leveling
 DN0176.and adjusted by the National Geodetic Survey in June 1991..
 DN0176
 DN0176.The geoid height was determined by GEOID03.
 DN0176
 DN0176.The dynamic height is computed by dividing the NAVD 88
 DN0176.geopotential number by the normal gravity value computed on the
 DN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0176.degrees latitude (g = 980.6199 gals.).
 DN0176
 DN0176.The modeled gravity was interpolated from observed gravity values.
 DN0176
 DN0176;                    North         East    Units  Estimated Accuracy
 DN0176;SPC TXNC     - 2,192,780.      828,110.      MT  (+/- 180 meters Scaled)
 DN0176
 DN0176                          SUPERSEDED SURVEY CONTROL
 DN0176
 DN0176  NGVD 29 (??/??/92)  208.412  (m)          683.76   (f) ADJ UNCH    2 0
 DN0176
 DN0176.Superseded values are not recommended for survey control.
 DN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0176.See file dsdata.txt to determine how the superseded data were derived.
 DN0176
 DN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB746974(NAD 83)
 DN0176_MARKER: DB = BENCH MARK DISK
 DN0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0176_STAMPING: Y 294 1934
 DN0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0176+STABILITY: SURFACE MOTION
 DN0176
 DN0176  HISTORY     - Date     Condition        Report By
 DN0176  HISTORY     - 1934     MONUMENTED       CGS
 DN0176  HISTORY     - 1964     MARK NOT FOUND   USGS
 DN0176  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DN0176
 DN0176                          STATION DESCRIPTION
 DN0176
 DN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0176'1.8 MI NE FROM WOLFE CITY.
 DN0176'1.8 MI NE OF AND ALONG THE S F R R 21 FEET S OF TRACK.  700 FEET SW OF
 DN0176'MILE POST 115.  CLOSE TO R/W FENCE.  35 FEET S OF CENTER OF SECONDARY
 DN0176'ROAD.
 DN0176
 DN0176                          STATION RECOVERY (1964)
 DN0176
 DN0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DN0176'MARK NOT FOUND.
 DN0176
 DN0176                          STATION RECOVERY (1994)
 DN0176
 DN0176'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0550 ***********************************************************************
 DM0550  DESIGNATION -  Y 295
 DM0550  PID         -  DM0550
 DM0550  STATE/COUNTY-  TX/FANNIN
 DM0550  USGS QUAD   -  PETTY (1984)
 DM0550
 DM0550                         *CURRENT SURVEY CONTROL
 DM0550  ___________________________________________________________________
 DM0550* NAD 83(1986)-  33 35 11.     (N)    095 52 28.     (W)     SCALED    
 DM0550* NAVD 88     -       197.653  (meters)     648.47   (feet)  ADJUSTED  
 DM0550  ___________________________________________________________________
 DM0550  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DM0550  DYNAMIC HT  -         197.443 (meters)     647.78  (feet)  COMP
 DM0550  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 DM0550
 DM0550  VERT ORDER  -  SECOND    CLASS 0
 DM0550
 DM0550.The horizontal coordinates were scaled from a topographic map and have
 DM0550.an estimated accuracy of +/- 6 seconds.
 DM0550
 DM0550.The orthometric height was determined by differential leveling
 DM0550.and adjusted by the National Geodetic Survey in June 1991..
 DM0550
 DM0550.The geoid height was determined by GEOID03.
 DM0550
 DM0550.The dynamic height is computed by dividing the NAVD 88
 DM0550.geopotential number by the normal gravity value computed on the
 DM0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0550.degrees latitude (g = 980.6199 gals.).
 DM0550
 DM0550.The modeled gravity was interpolated from observed gravity values.
 DM0550
 DM0550;                    North         East    Units  Estimated Accuracy
 DM0550;SPC TXNC     - 2,215,930.      843,690.      MT  (+/- 180 meters Scaled)
 DM0550
 DM0550                          SUPERSEDED SURVEY CONTROL
 DM0550
 DM0550  NGVD 29 (??/??/92)  197.637  (m)          648.41   (f) ADJ UNCH    2 0
 DM0550
 DM0550.Superseded values are not recommended for survey control.
 DM0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0550.See file dsdata.txt to determine how the superseded data were derived.
 DM0550
 DM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT332200(NAD 83)
 DM0550_MARKER: DB = BENCH MARK DISK
 DM0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0550_STAMPING: Y 295 1934
 DM0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0550+STABILITY: SURFACE MOTION
 DM0550
 DM0550  HISTORY     - Date     Condition        Report By
 DM0550  HISTORY     - 1934     MONUMENTED       CGS
 DM0550  HISTORY     - 1935     GOOD             LOCENG
 DM0550  HISTORY     - 19940402 MARK NOT FOUND   USPSQD
 DM0550
 DM0550                          STATION DESCRIPTION
 DM0550
 DM0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0550'2.0 MI E FROM HONEY GROVE.
 DM0550'2.0 MI E OF AND ALONG THE T P R R.  40 FEET N OF THE CENTER OF THE
 DM0550'TRACK.  80 FEET N OF MILE POST 110.  IN LINE WITH A ROW OF TELEPHONE
 DM0550'POLES.
 DM0550
 DM0550                          STATION RECOVERY (1935)
 DM0550
 DM0550'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1935
 DM0550'RECOVERED IN GOOD CONDITION.
 DM0550
 DM0550                          STATION RECOVERY (1994)
 DM0550
 DM0550'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0155 ***********************************************************************
 CR0155  DESIGNATION -  Y 296
 CR0155  PID         -  CR0155
 CR0155  STATE/COUNTY-  TX/RUSK
 CR0155  USGS QUAD   -  MINDEN (1983)
 CR0155
 CR0155                         *CURRENT SURVEY CONTROL
 CR0155  ___________________________________________________________________
 CR0155* NAD 83(1986)-  32 00 43.     (N)    094 42 33.     (W)     SCALED    
 CR0155* NAVD 88     -       135.598  (meters)     444.87   (feet)  ADJUSTED  
 CR0155  ___________________________________________________________________
 CR0155  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR0155  DYNAMIC HT  -         135.435 (meters)     444.34  (feet)  COMP
 CR0155  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 CR0155
 CR0155  VERT ORDER  -  SECOND    CLASS 0
 CR0155
 CR0155.The horizontal coordinates were scaled from a topographic map and have
 CR0155.an estimated accuracy of +/- 6 seconds.
 CR0155
 CR0155.The orthometric height was determined by differential leveling
 CR0155.and adjusted by the National Geodetic Survey in June 1991..
 CR0155
 CR0155.The geoid height was determined by GEOID03.
 CR0155
 CR0155.The dynamic height is computed by dividing the NAVD 88
 CR0155.geopotential number by the normal gravity value computed on the
 CR0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0155.degrees latitude (g = 980.6199 gals.).
 CR0155
 CR0155.The modeled gravity was interpolated from observed gravity values.
 CR0155
 CR0155;                    North         East    Units  Estimated Accuracy
 CR0155;SPC TXNC     - 2,044,750.      958,100.      MT  (+/- 180 meters Scaled)
 CR0155
 CR0155                          SUPERSEDED SURVEY CONTROL
 CR0155
 CR0155  NGVD 29 (??/??/92)  135.604  (m)          444.89   (f) ADJ UNCH    2 0
 CR0155
 CR0155.Superseded values are not recommended for survey control.
 CR0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0155.See file dsdata.txt to determine how the superseded data were derived.
 CR0155
 CR0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR385430(NAD 83)
 CR0155_MARKER: DB = BENCH MARK DISK
 CR0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0155_STAMPING: Y 296 1934
 CR0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0155+STABILITY: SURFACE MOTION
 CR0155
 CR0155  HISTORY     - Date     Condition        Report By
 CR0155  HISTORY     - 1934     MONUMENTED       CGS
 CR0155  HISTORY     - 1943     GOOD             NGS
 CR0155
 CR0155                          STATION DESCRIPTION
 CR0155
 CR0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CR0155'IN MINDEN.
 CR0155'AT THE SOUTH EDGE OF MINDEN, RUSK COUNTY, ON STATE HIGHWAY 26, 950
 CR0155'FEET SOUTH OF THE POST OFFICE, 60 YARDS SOUTH OF THE MINDEN CITY
 CR0155'LIMITS SIGN, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET
 CR0155'WEST OF A WIRE FENCE, 1 FOOT SOUTH OF A POLE, AND ABOUT 2 FEET LOWER
 CR0155'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 296 1934 AND SET IN THE
 CR0155'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1333 ***********************************************************************
 BY1333  DESIGNATION -  Y 297
 BY1333  PID         -  BY1333
 BY1333  STATE/COUNTY-  TX/CHEROKEE
 BY1333  USGS QUAD   -  ALTO (1973)
 BY1333
 BY1333                         *CURRENT SURVEY CONTROL
 BY1333  ___________________________________________________________________
 BY1333* NAD 83(1986)-  31 39 08.     (N)    095 04 30.     (W)     SCALED    
 BY1333* NAVD 88     -       136.66   (+/-2cm)     448.4    (feet)  VERTCON   
 BY1333  ___________________________________________________________________
 BY1333  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY1333
 BY1333  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1333
 BY1333.The horizontal coordinates were scaled from a topographic map and have
 BY1333.an estimated accuracy of +/- 6 seconds.
 BY1333
 BY1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1333.The vertical order pertains to the NGVD 29 superseded value.
 BY1333
 BY1333.The geoid height was determined by GEOID03.
 BY1333
 BY1333;                    North         East    Units  Estimated Accuracy
 BY1333;SPC TX C     - 3,231,900.    1,198,530.      MT  (+/- 180 meters Scaled)
 BY1333
 BY1333                          SUPERSEDED SURVEY CONTROL
 BY1333
 BY1333  NGVD 29 (??/??/92)  136.697  (m)          448.48   (f) ADJ UNCH    2 0
 BY1333
 BY1333.Superseded values are not recommended for survey control.
 BY1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1333.See file dsdata.txt to determine how the superseded data were derived.
 BY1333
 BY1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR032037(NAD 83)
 BY1333_MARKER: DB = BENCH MARK DISK
 BY1333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1333_SP_SET: FOUNDATION
 BY1333_STAMPING: Y 297 1934
 BY1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1333+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY1333
 BY1333  HISTORY     - Date     Condition        Report By
 BY1333  HISTORY     - 1934     MONUMENTED       CGS
 BY1333  HISTORY     - 1938     GOOD             NGS
 BY1333  HISTORY     - 19960420 GOOD             USPSQD
 BY1333  HISTORY     - 20050710 GOOD             USPSQD
 BY1333
 BY1333                          STATION DESCRIPTION
 BY1333
 BY1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1333'IN ALTO.
 BY1333'AT ALTO AND ALONG THE ST. L. AND SW. R. R. 110 FEET E OF THE CENTER OF
 BY1333'THE TRACK.  140 FEET SE OF MILE POST 604/0. SET HORIZONTALLY IN THE
 BY1333'TOP OF THE NW PIER OF THE CITY WATER TOWER.
 BY1333
 BY1333                          STATION RECOVERY (1938)
 BY1333
 BY1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BY1333'RECOVERED IN GOOD CONDITION.
 BY1333
 BY1333                          STATION RECOVERY (1996)
 BY1333
 BY1333'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1333'RECOVERED IN GOOD CONDITION.
 BY1333
 BY1333                          STATION RECOVERY (2005)
 BY1333
 BY1333'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1010 ***********************************************************************
 BY1010  DESIGNATION -  Y 298
 BY1010  PID         -  BY1010
 BY1010  STATE/COUNTY-  TX/ANGELINA
 BY1010  USGS QUAD   -  HUNTINGTON (1980)
 BY1010
 BY1010                         *CURRENT SURVEY CONTROL
 BY1010  ___________________________________________________________________
 BY1010* NAD 83(1986)-  31 21 14.     (N)    094 33 58.     (W)     SCALED    
 BY1010* NAVD 88     -        90.80   (+/-2cm)     297.9    (feet)  VERTCON   
 BY1010  ___________________________________________________________________
 BY1010  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY1010
 BY1010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1010
 BY1010.The horizontal coordinates were scaled from a topographic map and have
 BY1010.an estimated accuracy of +/- 6 seconds.
 BY1010
 BY1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1010.The vertical order pertains to the NGVD 29 superseded value.
 BY1010
 BY1010.The geoid height was determined by GEOID03.
 BY1010
 BY1010;                    North         East    Units  Estimated Accuracy
 BY1010;SPC TX C     - 3,201,260.    1,248,450.      MT  (+/- 180 meters Scaled)
 BY1010
 BY1010                          SUPERSEDED SURVEY CONTROL
 BY1010
 BY1010  NGVD 29 (??/??/92)   90.843  (m)          298.04   (f) ADJ UNCH    2 0
 BY1010
 BY1010.Superseded values are not recommended for survey control.
 BY1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1010.See file dsdata.txt to determine how the superseded data were derived.
 BY1010
 BY1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ510698(NAD 83)
 BY1010_MARKER: DB = BENCH MARK DISK
 BY1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1010_STAMPING: Y 298 1934
 BY1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1010+STABILITY: SURFACE MOTION
 BY1010
 BY1010  HISTORY     - Date     Condition        Report By
 BY1010  HISTORY     - 1934     MONUMENTED       CGS
 BY1010  HISTORY     - 1949     GOOD             NGS
 BY1010
 BY1010                          STATION DESCRIPTION
 BY1010
 BY1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1010'10.0 MI E FROM PROSSER.
 BY1010'10.0 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1010'STATION AT PROSSER, ANGELINA COUNTY, 5.2 MILES WEST OF THE RAILROAD
 BY1010'SECTION HOUSE AT EWING, AT ALCO, 0.2 MILE WEST OF MILEPOST 12, 100
 BY1010'YARDS WEST OF A LONE WHITE FARMHOUSE, AT A PRIVATE-ROAD CROSSING, 28
 BY1010'FEET WEST OF THE CENTERLINE OF THE ROAD, 22.1 FEET SOUTH OF THE SOUTH
 BY1010'RAIL OF THE TRACK, AND 1.7 FEET WEST OF A WHITE WOODEN WITNESS POST,
 BY1010'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BY1010'GROUND.
 BY1010
 BY1010                          STATION RECOVERY (1949)
 BY1010
 BY1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2097 ***********************************************************************
 BX2097  DESIGNATION -  Y 299
 BX2097  PID         -  BX2097
 BX2097  STATE/COUNTY-  TX/SABINE
 BX2097  USGS QUAD   -  GENEVA (1984)
 BX2097
 BX2097                         *CURRENT SURVEY CONTROL
 BX2097  ___________________________________________________________________
 BX2097* NAD 83(1986)-  31 28 53.     (N)    093 56 15.     (W)     SCALED    
 BX2097* NAVD 88     -       101.90   (+/-2cm)     334.3    (feet)  VERTCON   
 BX2097  ___________________________________________________________________
 BX2097  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BX2097
 BX2097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2097
 BX2097.The horizontal coordinates were scaled from a topographic map and have
 BX2097.an estimated accuracy of +/- 6 seconds.
 BX2097
 BX2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2097.The vertical order pertains to the NGVD 29 superseded value.
 BX2097
 BX2097.The geoid height was determined by GEOID03.
 BX2097
 BX2097;                    North         East    Units  Estimated Accuracy
 BX2097;SPC TX C     - 3,218,640.    1,307,350.      MT  (+/- 180 meters Scaled)
 BX2097
 BX2097                          SUPERSEDED SURVEY CONTROL
 BX2097
 BX2097  NGVD 29 (??/??/??)  101.938  (m)          334.44   (f) ADJUSTED    2 0
 BX2097
 BX2097.Superseded values are not recommended for survey control.
 BX2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2097.See file dsdata.txt to determine how the superseded data were derived.
 BX2097
 BX2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ109833(NAD 83)
 BX2097_MARKER: DB = BENCH MARK DISK
 BX2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2097_STAMPING: Y 299 1934
 BX2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2097+STABILITY: SURFACE MOTION
 BX2097
 BX2097  HISTORY     - Date     Condition        Report By
 BX2097  HISTORY     - 1934     MONUMENTED       CGS
 BX2097  HISTORY     - 1942     GOOD             CGS
 BX2097
 BX2097                          STATION DESCRIPTION
 BX2097
 BX2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX2097'1.5 MI W FROM GENEVA.
 BX2097'1.5 MILES WEST ALONG STATE HIGHWAY 21 FROM GENEVA, SABINE COUNTY, 0.2
 BX2097'MILE WEST OF A SMALL BRIDGE, IN FRONT OF A FARMHOUSE, OPPOSITE REA
 BX2097'POLE 5-186, 33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, NEAR THE
 BX2097'RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A CONCRETE POST.
 BX2097
 BX2097                          STATION RECOVERY (1942)
 BX2097
 BX2097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 BX2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2116 ***********************************************************************
 BX2116  DESIGNATION -  Y 300
 BX2116  PID         -  BX2116
 BX2116  STATE/COUNTY-  TX/NEWTON
 BX2116  USGS QUAD   -  WIERGATE SE (1985)
 BX2116
 BX2116                         *CURRENT SURVEY CONTROL
 BX2116  ___________________________________________________________________
 BX2116* NAD 83(1986)-  31 03 30.     (N)    093 33 59.     (W)     SCALED    
 BX2116* NAVD 88     -        42.05   (+/-2cm)     138.0    (feet)  VERTCON   
 BX2116  ___________________________________________________________________
 BX2116  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BX2116
 BX2116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2116
 BX2116.The horizontal coordinates were scaled from a topographic map and have
 BX2116.an estimated accuracy of +/- 6 seconds.
 BX2116
 BX2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2116.The vertical order pertains to the NGVD 29 superseded value.
 BX2116
 BX2116.The geoid height was determined by GEOID03.
 BX2116
 BX2116;                    North         East    Units  Estimated Accuracy
 BX2116;SPC TX C     - 3,173,910.    1,345,400.      MT  (+/- 180 meters Scaled)
 BX2116
 BX2116                          SUPERSEDED SURVEY CONTROL
 BX2116
 BX2116  NGVD 29 (??/??/??)   42.130  (m)          138.22   (f) ADJUSTED    2 0
 BX2116
 BX2116.Superseded values are not recommended for survey control.
 BX2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2116.See file dsdata.txt to determine how the superseded data were derived.
 BX2116
 BX2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ459362(NAD 83)
 BX2116_MARKER: DB = BENCH MARK DISK
 BX2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2116_STAMPING: Y 300 1935
 BX2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2116+STABILITY: SURFACE MOTION
 BX2116
 BX2116  HISTORY     - Date     Condition        Report By
 BX2116  HISTORY     - 1935     MONUMENTED       CGS
 BX2116  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX2116
 BX2116                          STATION DESCRIPTION
 BX2116
 BX2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2116'8.4 MI NE FROM BURKEVILLE.
 BX2116'8.4 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM BURKEVILLE, NEWTON
 BX2116'COUNTY, 4.0 MILES WEST OF SABINE RIVER, 90 FEET EAST OF A CURVE, 20
 BX2116'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET WEST OF A
 BX2116'24-INCH OAK TREE.  A STANDARD DISK, STAMPED Y 300 1935 AND SET IN THE
 BX2116'TOP OF A CONCRETE POST.
 BX2116
 BX2116                          STATION RECOVERY (1981)
 BX2116
 BX2116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX2116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1426 ***********************************************************************
 BY1426  DESIGNATION -  Y 301
 BY1426  PID         -  BY1426
 BY1426  STATE/COUNTY-  TX/HOUSTON
 BY1426  USGS QUAD   -  RATCLIFF (1950)
 BY1426
 BY1426                         *CURRENT SURVEY CONTROL
 BY1426  ___________________________________________________________________
 BY1426* NAD 83(1986)-  31 23 31.     (N)    095 08 24.     (W)     SCALED    
 BY1426* NAVD 88     -       121.38   (+/-2cm)     398.2    (feet)  VERTCON   
 BY1426  ___________________________________________________________________
 BY1426  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1426
 BY1426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1426
 BY1426.The horizontal coordinates were scaled from a topographic map and have
 BY1426.an estimated accuracy of +/- 6 seconds.
 BY1426
 BY1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1426.The vertical order pertains to the NGVD 29 superseded value.
 BY1426
 BY1426.The geoid height was determined by GEOID03.
 BY1426
 BY1426;                    North         East    Units  Estimated Accuracy
 BY1426;SPC TX C     - 3,202,790.    1,193,720.      MT  (+/- 180 meters Scaled)
 BY1426
 BY1426                          SUPERSEDED SURVEY CONTROL
 BY1426
 BY1426  NGVD 29 (??/??/92)  121.408  (m)          398.32   (f) ADJ UNCH    2 0
 BY1426
 BY1426.Superseded values are not recommended for survey control.
 BY1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1426.See file dsdata.txt to determine how the superseded data were derived.
 BY1426
 BY1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ965750(NAD 83)
 BY1426_MARKER: DB = BENCH MARK DISK
 BY1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1426_STAMPING: Y 301 1935
 BY1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1426+STABILITY: SURFACE MOTION
 BY1426
 BY1426  HISTORY     - Date     Condition        Report By
 BY1426  HISTORY     - 1935     MONUMENTED       CGS
 BY1426  HISTORY     - 1942     GOOD             NGS
 BY1426
 BY1426                          STATION DESCRIPTION
 BY1426
 BY1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY1426'IN RATCLIFF.
 BY1426'AT RATCLIFF, HOUSTON COUNTY, ON STATE HIGHWAY 103, AT THE INTERSECTION
 BY1426'OF A ROAD LEADING EAST TO A CHURCH AND NORTH TO A RANGER LOOKOUT
 BY1426'STATION, 65 FEET WEST OF THE CENTERLINE OF THE ROAD, 41 FEET NORTH OF
 BY1426'THE CENTERLINE OF THE HIGHWAY, AND 50 FEET WEST OF A FENCE CORNER. A
 BY1426'STANDARD DISK, STAMPED Y 301 1935 AND SET IN THE TOP OF A CONCRETE
 BY1426'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1916 ***********************************************************************
 BK1916  DESIGNATION -  Y 302
 BK1916  PID         -  BK1916
 BK1916  STATE/COUNTY-  TX/NEWTON
 BK1916  USGS QUAD   -  BON WIER (1982)
 BK1916
 BK1916                         *CURRENT SURVEY CONTROL
 BK1916  ___________________________________________________________________
 BK1916* NAD 83(1986)-  30 43 48.     (N)    093 41 39.     (W)     SCALED    
 BK1916* NAVD 88     -        28.12   (+/-2cm)      92.3    (feet)  VERTCON   
 BK1916  ___________________________________________________________________
 BK1916  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK1916
 BK1916  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1916
 BK1916.The horizontal coordinates were scaled from a topographic map and have
 BK1916.an estimated accuracy of +/- 6 seconds.
 BK1916
 BK1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1916.The vertical order pertains to the NGVD 29 superseded value.
 BK1916
 BK1916.The geoid height was determined by GEOID03.
 BK1916
 BK1916;                    North         East    Units  Estimated Accuracy
 BK1916;SPC TX C     - 3,136,840.    1,335,400.      MT  (+/- 180 meters Scaled)
 BK1916
 BK1916                          SUPERSEDED SURVEY CONTROL
 BK1916
 BK1916  NGVD 29 (??/??/??)   28.146  (m)           92.34   (f) ADJUSTED    2 0
 BK1916
 BK1916.Superseded values are not recommended for survey control.
 BK1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1916.See file dsdata.txt to determine how the superseded data were derived.
 BK1916
 BK1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP335998(NAD 83)
 BK1916_MARKER: DB = BENCH MARK DISK
 BK1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1916_STAMPING: Y 302 1935
 BK1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1916+STABILITY: SURFACE MOTION
 BK1916
 BK1916  HISTORY     - Date     Condition        Report By
 BK1916  HISTORY     - 1935     MONUMENTED       CGS
 BK1916
 BK1916                          STATION DESCRIPTION
 BK1916
 BK1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1916'9.3 MI SW FROM MERRYVILLE.
 BK1916'9.3 MI SW OF AND ALONG THE G C AND S F RR 40 FEET N OF CENTER OF TRACK
 BK1916'IN LINE WITH ROW OF POLES.  186 YARDS W OF MILEPOST 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0001 ***********************************************************************
 BL0001  DESIGNATION -  Y 303
 BL0001  PID         -  BL0001
 BL0001  STATE/COUNTY-  TX/TYLER
 BL0001  USGS QUAD   -  BOGGY LAKE (1984)
 BL0001
 BL0001                         *CURRENT SURVEY CONTROL
 BL0001  ___________________________________________________________________
 BL0001* NAD 83(1986)-  30 58 26.     (N)    094 22 13.     (W)     SCALED    
 BL0001* NAVD 88     -        69.11   (+/-2cm)     226.7    (feet)  VERTCON   
 BL0001  ___________________________________________________________________
 BL0001  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BL0001
 BL0001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0001
 BL0001.The horizontal coordinates were scaled from a topographic map and have
 BL0001.an estimated accuracy of +/- 6 seconds.
 BL0001
 BL0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0001.The vertical order pertains to the NGVD 29 superseded value.
 BL0001
 BL0001.The geoid height was determined by GEOID03.
 BL0001
 BL0001;                    North         East    Units  Estimated Accuracy
 BL0001;SPC TX C     - 3,160,180.    1,269,310.      MT  (+/- 180 meters Scaled)
 BL0001
 BL0001                          SUPERSEDED SURVEY CONTROL
 BL0001
 BL0001  NGVD 29 (??/??/92)   69.112  (m)          226.75   (f) ADJ UNCH    2 0
 BL0001
 BL0001.Superseded values are not recommended for survey control.
 BL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0001.See file dsdata.txt to determine how the superseded data were derived.
 BL0001
 BL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ691275(NAD 83)
 BL0001_MARKER: DB = BENCH MARK DISK
 BL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0001_STAMPING: Y 303 1934
 BL0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0001+STABILITY: SURFACE MOTION
 BL0001
 BL0001  HISTORY     - Date     Condition        Report By
 BL0001  HISTORY     - 1934     MONUMENTED       CGS
 BL0001
 BL0001                          STATION DESCRIPTION
 BL0001
 BL0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0001'6.1 MI NW FROM COLMESNEIL.
 BL0001'6.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0001'COLMESNEIL, TYLER COUNTY, 75 YARDS NORTH OF MILEPOST 100, 60 YARDS
 BL0001'NORTH OF THE NORTHEAST CORNER OF BRIDGE 100 A, 48 FEET EAST OF THE
 BL0001'CENTERLINE OF THE TRACK, 15 FEET NORTHWEST OF A 24-INCH PINE TREE, AND
 BL0001'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0296 ***********************************************************************
 BL0296  DESIGNATION -  Y 304
 BL0296  PID         -  BL0296
 BL0296  STATE/COUNTY-  TX/HARDIN
 BL0296  USGS QUAD   -  KOUNTZE SOUTH (1984)
 BL0296
 BL0296                         *CURRENT SURVEY CONTROL
 BL0296  ___________________________________________________________________
 BL0296* NAD 83(1986)-  30 17 57.     (N)    094 15 44.     (W)     SCALED    
 BL0296* NAVD 88     -        17.74   (+/-2cm)      58.2    (feet)  VERTCON   
 BL0296  ___________________________________________________________________
 BL0296  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL0296
 BL0296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0296
 BL0296.The horizontal coordinates were scaled from a topographic map and have
 BL0296.an estimated accuracy of +/- 6 seconds.
 BL0296
 BL0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0296.The vertical order pertains to the NGVD 29 superseded value.
 BL0296
 BL0296.The geoid height was determined by GEOID03.
 BL0296
 BL0296;                    North         East    Units  Estimated Accuracy
 BL0296;SPC TX C     - 3,086,050.    1,283,700.      MT  (+/- 180 meters Scaled)
 BL0296
 BL0296                          SUPERSEDED SURVEY CONTROL
 BL0296
 BL0296  NGVD 29 (??/??/92)   17.740  (m)           58.20   (f) ADJ UNCH    2 0
 BL0296
 BL0296.Superseded values are not recommended for survey control.
 BL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0296.See file dsdata.txt to determine how the superseded data were derived.
 BL0296
 BL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP786526(NAD 83)
 BL0296_MARKER: DB = BENCH MARK DISK
 BL0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0296_STAMPING: Y 304 1934
 BL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0296+STABILITY: SURFACE MOTION
 BL0296
 BL0296  HISTORY     - Date     Condition        Report By
 BL0296  HISTORY     - 1934     MONUMENTED       CGS
 BL0296  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 BL0296  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL0296
 BL0296                          STATION DESCRIPTION
 BL0296
 BL0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0296'6.3 MI S FROM KOUNTZE.
 BL0296'6.3 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM KOUNTZE,
 BL0296'HARDIN COUNTY, 0.25 MILE NORTHWEST OF MILEPOST 48, 0.2 MILE SOUTHEAST
 BL0296'OF BRIDGE 48 A, 51 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND
 BL0296'9 FEET SOUTH OF A 14-INCH PINE TREE.  A STANDARD DISK, STAMPED Y 304
 BL0296'1934 AND SET IN THE TOP OF A CONCRETE POST.
 BL0296
 BL0296                          STATION RECOVERY (1977)
 BL0296
 BL0296'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BL0296'MARK NOT FOUND.
 BL0296
 BL0296                          STATION RECOVERY (2004)
 BL0296
 BL0296'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4801 ***********************************************************************
 AW4801  DESIGNATION -  Y 305
 AW4801  PID         -  AW4801
 AW4801  STATE/COUNTY-  TX/FORT BEND
 AW4801  USGS QUAD   -  RICHMOND (1980)
 AW4801
 AW4801                         *CURRENT SURVEY CONTROL
 AW4801  ___________________________________________________________________
 AW4801* NAD 83(1986)-  29 32 39.     (N)    095 50 29.     (W)     SCALED    
 AW4801* NAVD 88     -        31.39   (+/-2cm)     103.0    (feet)  VERTCON   
 AW4801  ___________________________________________________________________
 AW4801  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW4801
 AW4801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4801
 AW4801.The horizontal coordinates were scaled from a topographic map and have
 AW4801.an estimated accuracy of +/- 6 seconds.
 AW4801
 AW4801.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4801.The vertical order pertains to the NGVD 29 superseded value.
 AW4801
 AW4801.The geoid height was determined by GEOID03.
 AW4801
 AW4801;                    North         East    Units  Estimated Accuracy
 AW4801;SPC TXSC     - 4,193,740.      906,070.      MT  (+/- 180 meters Scaled)
 AW4801
 AW4801                          SUPERSEDED SURVEY CONTROL
 AW4801
 AW4801  NGVD 29 (??/??/92)   31.390  (m)          102.99   (f) ADJ UNCH    2 0
 AW4801
 AW4801.Superseded values are not recommended for survey control.
 AW4801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4801.See file dsdata.txt to determine how the superseded data were derived.
 AW4801
 AW4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN246716(NAD 83)
 AW4801_MARKER: DB = BENCH MARK DISK
 AW4801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4801_STAMPING: Y 305 1935
 AW4801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4801+STABILITY: SURFACE MOTION
 AW4801
 AW4801  HISTORY     - Date     Condition        Report By
 AW4801  HISTORY     - 1935     MONUMENTED       CGS
 AW4801  HISTORY     - 1943     GOOD             NGS
 AW4801  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4801  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4801  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4801
 AW4801                          STATION DESCRIPTION
 AW4801
 AW4801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4801'2.5 MI SW FROM ROSENBERG.
 AW4801'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4801'PASSENGER STATION AT ROSENBERG, PROCEED 2.5 MILES SOUTHWESTERLY ALONG
 AW4801'THE TRACK TO MILE POST NO.2 AND SITE OF BENCH MARK.  BENCH MARK IS
 AW4801'61.2 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY NO.59.  IT IS
 AW4801'39.0 FEET SOUTHEAST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE
 AW4801'RAILROAD TRACK, 9.0 FEET SOUTHWEST OF MILE POST NO.2 AND 2.4 FEET
 AW4801'SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AW4801'0.2 FOOT.  A DISK SET IN A CONCRETE POST.
 AW4801
 AW4801                          STATION RECOVERY (1987)
 AW4801
 AW4801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4801'NOT RECOVERED.
 AW4801
 AW4801                          STATION RECOVERY (1993)
 AW4801
 AW4801'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4801'MARK NOT FOUND.
 AW4801
 AW4801                          STATION RECOVERY (1999)
 AW4801
 AW4801'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0659 ***********************************************************************
 AX0659  DESIGNATION -  Y 307
 AX0659  PID         -  AX0659
 AX0659  STATE/COUNTY-  TX/JACKSON
 AX0659  USGS QUAD   -  GANADO (1981)
 AX0659
 AX0659                         *CURRENT SURVEY CONTROL
 AX0659  ___________________________________________________________________
 AX0659* NAD 83(1986)-  29 02 34.     (N)    096 30 48.     (W)     SCALED    
 AX0659* NAVD 88     -        19.854  (meters)      65.14   (feet)  ADJUSTED  
 AX0659  ___________________________________________________________________
 AX0659  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0659  DYNAMIC HT  -          19.826 (meters)      65.05  (feet)  COMP
 AX0659  MODELED GRAV-     979,220.5   (mgal)                       NAVD 88
 AX0659
 AX0659  VERT ORDER  -  FIRST     CLASS I
 AX0659
 AX0659.The horizontal coordinates were scaled from a topographic map and have
 AX0659.an estimated accuracy of +/- 6 seconds.
 AX0659
 AX0659.The orthometric height was determined by differential leveling
 AX0659.and adjusted by the National Geodetic Survey in June 1991..
 AX0659
 AX0659.The geoid height was determined by GEOID03.
 AX0659
 AX0659.The dynamic height is computed by dividing the NAVD 88
 AX0659.geopotential number by the normal gravity value computed on the
 AX0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0659.degrees latitude (g = 980.6199 gals.).
 AX0659
 AX0659.The modeled gravity was interpolated from observed gravity values.
 AX0659
 AX0659;                    North         East    Units  Estimated Accuracy
 AX0659;SPC TXSC     - 4,136,610.      842,150.      MT  (+/- 180 meters Scaled)
 AX0659
 AX0659                          SUPERSEDED SURVEY CONTROL
 AX0659
 AX0659  NGVD 29 (12/23/87)   19.863  (m)           65.17   (f) ADJUSTED    1 1
 AX0659
 AX0659.Superseded values are not recommended for survey control.
 AX0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0659.See file dsdata.txt to determine how the superseded data were derived.
 AX0659
 AX0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT421152(NAD 83)
 AX0659_MARKER: DB = BENCH MARK DISK
 AX0659_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AX0659+WITH SETTING: PAVEMENT
 AX0659_SP_SET: CONCRETE FOUNDATION
 AX0659_STAMPING: Y 307 1935
 AX0659_MARK LOGO: CGS   
 AX0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0659+STABILITY: SURFACE MOTION
 AX0659
 AX0659  HISTORY     - Date     Condition        Report By
 AX0659  HISTORY     - 1935     MONUMENTED       CGS
 AX0659  HISTORY     - 1972     GOOD             NGS
 AX0659  HISTORY     - 1987     GOOD             NGS
 AX0659  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0659
 AX0659                          STATION DESCRIPTION
 AX0659
 AX0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0659'0.1 MI NE FROM GANADO.
 AX0659'AT GANADO, ALONG THE SOUTHERN PACIFIC RAILROAD, 0.1 MILE NORTHEAST OF
 AX0659'THE CROSSING OF STATE HIGHWAY 172 AT THE RAILROAD AT GANADO, 58 FEET
 AX0659'NORTHWEST OF AND ACROSS THE TRACK FROM THE 1 ST TELEPHONE POLE
 AX0659'NORTHEAST OF MILEPOST 57, 67 FEET WEST OF AND ACROSS THE TRACKS FROM
 AX0659'THE NORTH CORNER OF A LONG LOADING PLATFORM, 127 FEET NORTHEAST OF A
 AX0659'POWER LINE POLE, 16 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.6 FEET
 AX0659'SOUTH OF THE SOUTH CORNER OF A SMALL 5-BY-8-FOOT CONCRETE FOUNDATION
 AX0659'SUPPORTING AN OUTSIDE REST ROOM, AND 1/2 FOOT BELOW THE TOP OF RAIL.
 AX0659
 AX0659                          STATION RECOVERY (1987)
 AX0659
 AX0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0659'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.11 KM (0.07
 AX0659'MI) SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE JUNCTION OF HIGHWAY
 AX0659'LOOP 522 IN GANADO, THENCE 0.15 KM (0.09 MI) NORTHEAST ALONG WEST
 AX0659'MCFARLAND STREET, 16.1 METERS (53.0 FT) SOUTHEAST OF THE CENTERLINE OF
 AX0659'THE STREET, 4.8 METERS (16.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF
 AX0659'THE MAIN TRACKS OF THE SOUTHERN PACIFIC RAILROAD, 0.8 METER (2.6 FT)
 AX0659'SOUTH OF THE SOUTH CORNER OF A 5- BY 8-FOOT CONCRETE FOUNDATION FOR AN
 AX0659'OUTHOUSE, IN TOP AND 0.3 METER (1.0 FT) SOUTHWEST OF THE NORTHEAST END
 AX0659'OF THE SOUTHEASTMOST ONE OF TWO 1- BY 25-FOOT LONG CONCRETE SLABS.
 AX0659'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AX0659'THE MARK IS ABOVE LEVEL WITH THE STREET.
 AX0659
 AX0659                          STATION RECOVERY (1998)
 AX0659
 AX0659'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0348 ***********************************************************************
 BL0348  DESIGNATION -  Y 308
 BL0348  PID         -  BL0348
 BL0348  STATE/COUNTY-  TX/HARDIN
 BL0348  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0348
 BL0348                         *CURRENT SURVEY CONTROL
 BL0348  ___________________________________________________________________
 BL0348* NAD 83(1986)-  30 24 06.     (N)    094 28 20.     (W)     SCALED    
 BL0348* NAVD 88     -        32.68   (+/-2cm)     107.2    (feet)  VERTCON   
 BL0348  ___________________________________________________________________
 BL0348  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL0348
 BL0348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0348
 BL0348.The horizontal coordinates were scaled from a topographic map and have
 BL0348.an estimated accuracy of +/- 6 seconds.
 BL0348
 BL0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0348.The vertical order pertains to the NGVD 29 superseded value.
 BL0348
 BL0348.The geoid height was determined by GEOID03.
 BL0348
 BL0348;                    North         East    Units  Estimated Accuracy
 BL0348;SPC TX C     - 3,096,310.    1,262,930.      MT  (+/- 180 meters Scaled)
 BL0348
 BL0348                          SUPERSEDED SURVEY CONTROL
 BL0348
 BL0348  NGVD 29 (??/??/92)   32.69   (m)          107.3    (f) COMPUTED    2 0
 BL0348
 BL0348.Superseded values are not recommended for survey control.
 BL0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0348.See file dsdata.txt to determine how the superseded data were derived.
 BL0348
 BL0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP585642(NAD 83)
 BL0348_MARKER: DB = BENCH MARK DISK
 BL0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0348_STAMPING: Y 308 1935
 BL0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0348+STABILITY: SURFACE MOTION
 BL0348
 BL0348  HISTORY     - Date     Condition        Report By
 BL0348  HISTORY     - 1933     MONUMENTED       CGS
 BL0348  HISTORY     - 1955     MARK NOT FOUND   USGS
 BL0348  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0348
 BL0348                          STATION DESCRIPTION
 BL0348
 BL0348'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BL0348'1.7 MI W FROM HONEY ISLAND.
 BL0348'1.7 MILES WEST ALONG THE GULF, COLORADO, AND SANTA FE RAILROAD FROM
 BL0348'THE STATION AT HONEY ISLAND, 542 YARDS WEST OF MILEPOST 134, 124 FEET
 BL0348'EAST OF A RAILWAY SECTION HOUSE, 95 FEET NORTH OF THE CENTERLINE OF
 BL0348'THE TRACK, AT A ROAD CROSSING, AT A FENCE CORNER, AND SET IN A
 BL0348'CONCRETE POST.  NOTE-- THE MARK WAS LOCATED NEAR A ROAD CROSSING. THE
 BL0348'OLD DIRT ROAD HAS BEEN IMPROVED AND SURFACED.  THE MARK WAS PROBABLY
 BL0348'DESTROYED DURING THE CONSTRUCTION WORK.
 BL0348
 BL0348                          STATION RECOVERY (1998)
 BL0348
 BL0348'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2512 ***********************************************************************
 AW2512  DESIGNATION -  Y 309
 AW2512  PID         -  AW2512
 AW2512  STATE/COUNTY-  TX/CHAMBERS
 AW2512  USGS QUAD   -  WHITES RANCH (1993)
 AW2512
 AW2512                         *CURRENT SURVEY CONTROL
 AW2512  ___________________________________________________________________
 AW2512* NAD 83(1986)-  29 43 07.     (N)    094 22 29.     (W)     SCALED    
 AW2512* NAVD 88     -         4.22   (+/-2cm)      13.8    (feet)  VERTCON   
 AW2512  ___________________________________________________________________
 AW2512  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2512
 AW2512  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2512
 AW2512.The horizontal coordinates were scaled from a topographic map and have
 AW2512.an estimated accuracy of +/- 6 seconds.
 AW2512
 AW2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2512.The vertical order pertains to the NGVD 29 superseded value.
 AW2512
 AW2512.The geoid height was determined by GEOID03.
 AW2512
 AW2512;                    North         East    Units  Estimated Accuracy
 AW2512;SPC TXSC     - 4,217,790.    1,047,360.      MT  (+/- 180 meters Scaled)
 AW2512
 AW2512                          SUPERSEDED SURVEY CONTROL
 AW2512
 AW2512  NGVD 29 (??/??/92)    4.22   (m)           13.8    (f) COMPUTED    1 2
 AW2512
 AW2512.Superseded values are not recommended for survey control.
 AW2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2512.See file dsdata.txt to determine how the superseded data were derived.
 AW2512
 AW2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN670883(NAD 83)
 AW2512_MARKER: DB = BENCH MARK DISK
 AW2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2512_STAMPING: Y 309 1935
 AW2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2512+STABILITY: SURFACE MOTION
 AW2512
 AW2512  HISTORY     - Date     Condition        Report By
 AW2512  HISTORY     - 1935     MONUMENTED       CGS
 AW2512  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2512  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW2512  HISTORY     - 19980202 MARK NOT FOUND   USPSQD
 AW2512  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2512  HISTORY     - 20031022 MARK NOT FOUND   USPSQD
 AW2512  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW2512
 AW2512                          STATION DESCRIPTION
 AW2512
 AW2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2512'5.0 MI S FROM STOWELL.
 AW2512'5.0 MILES SOUTH OF AND ALONG THE SANTA FE R.R.  AT SEA BREEZE SIDING.
 AW2512'62 YARDS SOUTH OF THE R.R. STATION.  416 YARDS SOUTH OF MILE POST 45.
 AW2512'41 FEET WEST OF THE CENTER OF THE MAIN LINE TRACK.  46 YARDS EAST OF
 AW2512'STATE HIGHWAY 124.  92 FEET SOUTH OF A ROAD CROSSING.
 AW2512
 AW2512                          STATION RECOVERY (1953)
 AW2512
 AW2512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2512'MARK NOT FOUND.
 AW2512
 AW2512                          STATION RECOVERY (1996)
 AW2512
 AW2512'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2512'MARK NOT FOUND.
 AW2512
 AW2512                          STATION RECOVERY (1998)
 AW2512
 AW2512'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2512'MARK NOT FOUND.
 AW2512
 AW2512                          STATION RECOVERY (2001)
 AW2512
 AW2512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2512'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2512
 AW2512                          STATION RECOVERY (2003)
 AW2512
 AW2512'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2512'MARK NOT FOUND.
 AW2512
 AW2512                          STATION RECOVERY (2005)
 AW2512
 AW2512'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0072 ***********************************************************************
 AZ0072  DESIGNATION -  Y 31
 AZ0072  PID         -  AZ0072
 AZ0072  STATE/COUNTY-  TX/KINNEY
 AZ0072  USGS QUAD   -  ANACACHO (1974)
 AZ0072
 AZ0072                         *CURRENT SURVEY CONTROL
 AZ0072  ___________________________________________________________________
 AZ0072* NAD 83(1986)-  29 12 07.     (N)    100 17 29.     (W)     SCALED    
 AZ0072* NAVD 88     -       300.968  (meters)     987.43   (feet)  POSTED    
 AZ0072  ___________________________________________________________________
 AZ0072  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0072  DYNAMIC HT  -         300.530 (meters)     985.99  (feet)  COMP
 AZ0072  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0072
 AZ0072  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0072
 AZ0072.The horizontal coordinates were scaled from a topographic map and have
 AZ0072.an estimated accuracy of +/- 6 seconds.
 AZ0072
 AZ0072.The orthometric height was determined by differential leveling
 AZ0072.and adjusted by the National Geodetic Survey in 1992..
 AZ0072.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0072.rate of 1.1 thru 2.0 mm/km.
 AZ0072
 AZ0072.The geoid height was determined by GEOID03.
 AZ0072
 AZ0072.The dynamic height is computed by dividing the NAVD 88
 AZ0072.geopotential number by the normal gravity value computed on the
 AZ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0072.degrees latitude (g = 980.6199 gals.).
 AZ0072
 AZ0072.The modeled gravity was interpolated from observed gravity values.
 AZ0072
 AZ0072;                    North         East    Units  Estimated Accuracy
 AZ0072;SPC TXSC     - 4,152,370.      474,430.      MT  (+/- 180 meters Scaled)
 AZ0072
 AZ0072                          SUPERSEDED SURVEY CONTROL
 AZ0072
 AZ0072  NGVD 29 (??/??/92)  300.855  (m)          987.06   (f) ADJ UNCH    1 2
 AZ0072
 AZ0072.Superseded values are not recommended for survey control.
 AZ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0072.See file dsdata.txt to determine how the superseded data were derived.
 AZ0072
 AZ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT744310(NAD 83)
 AZ0072_MARKER: Q = CHISELED SQUARE
 AZ0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0072_SP_SET: ABUTMENT
 AZ0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0072
 AZ0072  HISTORY     - Date     Condition        Report By
 AZ0072  HISTORY     - UNK      MONUMENTED       CGS
 AZ0072  HISTORY     - 1957     GOOD             NGS
 AZ0072  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0072
 AZ0072                          STATION DESCRIPTION
 AZ0072
 AZ0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0072'9.0 MI E FROM SPOFFORD.
 AZ0072'9.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0072'STATION AT SPOFFORD, 4.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ON THE
 AZ0072'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF A STEEL
 AZ0072'BRIDGE OVER EAST ELM CREEK.
 AZ0072
 AZ0072                          STATION RECOVERY (1982)
 AZ0072
 AZ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0072'MARK NOT RECOVERED, PROBABLY COVERED WITH RAILROAD TIE WHEN NEW
 AZ0072'RAILROAD BED WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0517 ***********************************************************************
 BM0517  DESIGNATION -  Y 310
 BM0517  PID         -  BM0517
 BM0517  STATE/COUNTY-  TX/FAYETTE
 BM0517  USGS QUAD   -  WINCHESTER (1982)
 BM0517
 BM0517                         *CURRENT SURVEY CONTROL
 BM0517  ___________________________________________________________________
 BM0517* NAD 83(1986)-  30 00 38.     (N)    097 00 45.     (W)     SCALED    
 BM0517* NAVD 88     -        99.72   (+/-2cm)     327.2    (feet)  VERTCON   
 BM0517  ___________________________________________________________________
 BM0517  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BM0517
 BM0517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0517
 BM0517.The horizontal coordinates were scaled from a topographic map and have
 BM0517.an estimated accuracy of +/- 6 seconds.
 BM0517
 BM0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0517.The vertical order pertains to the NGVD 29 superseded value.
 BM0517
 BM0517.The geoid height was determined by GEOID03.
 BM0517
 BM0517;                    North         East    Units  Estimated Accuracy
 BM0517;SPC TXSC     - 4,242,930.      791,720.      MT  (+/- 180 meters Scaled)
 BM0517
 BM0517                          SUPERSEDED SURVEY CONTROL
 BM0517
 BM0517  NGVD 29 (??/??/92)   99.668  (m)          326.99   (f) ADJ UNCH    2 0
 BM0517
 BM0517.Superseded values are not recommended for survey control.
 BM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0517.See file dsdata.txt to determine how the superseded data were derived.
 BM0517
 BM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU916216(NAD 83)
 BM0517_MARKER: DB = BENCH MARK DISK
 BM0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0517_STAMPING: Y 310 1935
 BM0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0517+STABILITY: SURFACE MOTION
 BM0517
 BM0517  HISTORY     - Date     Condition        Report By
 BM0517  HISTORY     - 1935     MONUMENTED       CGS
 BM0517  HISTORY     - 1976     MARK NOT FOUND   USGS
 BM0517
 BM0517                          STATION DESCRIPTION
 BM0517
 BM0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0517'IN WINCHESTER.
 BM0517'AT WINCHESTER, FAYETTE COUNTY, ON THE SOUTHERN PACIFIC RAILROAD
 BM0517'(FORMERLY THE TEXAS AND NEW ORLEANS RAILROAD), 106 FEET WEST OF THE
 BM0517'STATION, 87 FEET WEST OF THE CENTERLINE OF THE TRACK, 73 FEET EAST OF
 BM0517'A ROW OF STORE BUILDINGS, AND 47 FEET EAST OF THE CENTERLINE OF A
 BM0517'ROAD.  A STANDARD DISK, STAMPED Y 310 1935 AND SET IN THE TOP OF A
 BM0517'CONCRETE POST.
 BM0517
 BM0517                          STATION RECOVERY (1976)
 BM0517
 BM0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BM0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0315 ***********************************************************************
 BM0315  DESIGNATION -  Y 311
 BM0315  PID         -  BM0315
 BM0315  STATE/COUNTY-  TX/MILAM
 BM0315  USGS QUAD   -  HICKS (1988)
 BM0315
 BM0315                         *CURRENT SURVEY CONTROL
 BM0315  ___________________________________________________________________
 BM0315* NAD 83(1986)-  30 36 15.     (N)    096 59 33.     (W)     SCALED    
 BM0315* NAVD 88     -       128.94   (+/-2cm)     423.0    (feet)  VERTCON   
 BM0315  ___________________________________________________________________
 BM0315  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0315
 BM0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0315
 BM0315.The horizontal coordinates were scaled from a topographic map and have
 BM0315.an estimated accuracy of +/- 6 seconds.
 BM0315
 BM0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0315.The vertical order pertains to the NGVD 29 superseded value.
 BM0315
 BM0315.The geoid height was determined by GEOID03.
 BM0315
 BM0315;                    North         East    Units  Estimated Accuracy
 BM0315;SPC TX C     - 3,108,740.    1,020,300.      MT  (+/- 180 meters Scaled)
 BM0315
 BM0315                          SUPERSEDED SURVEY CONTROL
 BM0315
 BM0315  NGVD 29 (??/??/92)  128.885  (m)          422.85   (f) ADJ UNCH    2 0
 BM0315
 BM0315.Superseded values are not recommended for survey control.
 BM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0315.See file dsdata.txt to determine how the superseded data were derived.
 BM0315
 BM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU924874(NAD 83)
 BM0315_MARKER: DB = BENCH MARK DISK
 BM0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0315_STAMPING: Y 311 1935
 BM0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0315+STABILITY: SURFACE MOTION
 BM0315
 BM0315  HISTORY     - Date     Condition        Report By
 BM0315  HISTORY     - 1935     MONUMENTED       CGS
 BM0315  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 BM0315  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0315
 BM0315                          STATION DESCRIPTION
 BM0315
 BM0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0315'3.8 MI S FROM ROCKDALE.
 BM0315'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0315'TEXAS AND NEW ORLEANS RAILROAD) FROM THE STATION AT ROCKDALE, 6 FEET
 BM0315'SOUTH OF MILEPOST 99, 55 YARDS NORTH OF A PRIVATE-ROAD CROSSING, 29
 BM0315'FEET EAST OF THE CENTERLINE OF THE TRACK, 23 FEET WEST OF A FENCE, AND
 BM0315'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED Y 311 1935 AND
 BM0315'SET IN THE TOP OF A CONCRETE POST.
 BM0315
 BM0315                          STATION RECOVERY (1976)
 BM0315
 BM0315'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 BM0315'MARK NOT FOUND.
 BM0315
 BM0315                          STATION RECOVERY (1999)
 BM0315
 BM0315'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1306 ***********************************************************************
 BL1306  HT_MOD      -  This is a Height Modernization Survey Station.
 BL1306  DESIGNATION -  Y 312
 BL1306  PID         -  BL1306
 BL1306  STATE/COUNTY-  TX/MONTGOMERY
 BL1306  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1306
 BL1306                         *CURRENT SURVEY CONTROL
 BL1306  ___________________________________________________________________
 BL1306* NAD 83(1993)-  30 18 33.79026(N)    095 17 09.75987(W)     ADJUSTED  
 BL1306* NAVD 88     -        52.25   (meters)     171.4    (feet)  GPS OBS   
 BL1306  ___________________________________________________________________
 BL1306  X           -    -507,722.263 (meters)                     COMP
 BL1306  Y           -  -5,487,611.832 (meters)                     COMP
 BL1306  Z           -   3,200,041.885 (meters)                     COMP
 BL1306  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BL1306  ELLIP HEIGHT-          24.77  (meters)          (12/03/01) GPS OBS
 BL1306  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1306
 BL1306  HORZ ORDER  -  FIRST
 BL1306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1306  ELLP ORDER  -  FOURTH    CLASS II
 BL1306
 BL1306.The horizontal coordinates were established by GPS observations
 BL1306.and adjusted by the National Geodetic Survey in December 2001..
 BL1306
 BL1306.The orthometric height was determined by GPS observations and a
 BL1306.high-resolution geoid model using precise GPS observation and
 BL1306.processing techniques.
 BL1306.The vertical order pertains to the NGVD 29 superseded value.
 BL1306
 BL1306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1306
 BL1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1306
 BL1306.The ellipsoidal height was determined by GPS observations
 BL1306.and is referenced to NAD 83.
 BL1306
 BL1306.The geoid height was determined by GEOID03.
 BL1306
 BL1306;                    North         East     Units Scale Factor Converg.
 BL1306;SPC TX C     - 3,082,261.132 1,185,287.621   MT  0.99995414   +2 35 58.7
 BL1306;SPC TX C     -10,112,385.06  3,888,731.14   sFT  0.99995414   +2 35 58.7
 BL1306;UTM  15      - 3,355,282.574   280,174.610   MT  1.00019620   -1 09 15.0
 BL1306
 BL1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1306!SPC TX C     -   0.99999611  x   0.99995414  =   0.99995025
 BL1306!UTM  15      -   0.99999611  x   1.00019620  =   1.00019231
 BL1306
 BL1306                          SUPERSEDED SURVEY CONTROL
 BL1306
 BL1306  NGVD 29 (??/??/92)   52.456  (m)          172.10   (f) ADJ UNCH    2 0
 BL1306
 BL1306.Superseded values are not recommended for survey control.
 BL1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1306.See file dsdata.txt to determine how the superseded data were derived.
 BL1306
 BL1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8017555283(NAD 83)
 BL1306_MARKER: DB = BENCH MARK DISK
 BL1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1306_SP_SET: CULVERT
 BL1306_STAMPING: Y 312 1935
 BL1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1306
 BL1306  HISTORY     - Date     Condition        Report By
 BL1306  HISTORY     - 1935     MONUMENTED       CGS
 BL1306  HISTORY     - 1954     GOOD             NGS
 BL1306
 BL1306                          STATION DESCRIPTION
 BL1306
 BL1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1306'7.05 MI W FROM FOSTORIA.
 BL1306'7.05 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BL1306'THE STATION AT FOSTORIA, 10.6 FEET SOUTH OF THE SOUTH RAIL, 0.5 MILE
 BL1306'WEST OF A ROAD CROSSING AT TIMBER SIDING, SET IN THE TOP OF THE EAST
 BL1306'END OF THE SOUTH HEADWALL OF A CONCRETE ARCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0034 ***********************************************************************
 BM0034  DESIGNATION -  Y 313
 BM0034  PID         -  BM0034
 BM0034  STATE/COUNTY-  TX/BRAZOS
 BM0034  USGS QUAD   -  BRYAN EAST (1980)
 BM0034
 BM0034                         *CURRENT SURVEY CONTROL
 BM0034  ___________________________________________________________________
 BM0034* NAD 83(1986)-  30 38 23.     (N)    096 22 16.     (W)     SCALED    
 BM0034* NAVD 88     -       105.80   (+/-2cm)     347.1    (feet)  VERTCON   
 BM0034  ___________________________________________________________________
 BM0034  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BM0034
 BM0034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0034
 BM0034.The horizontal coordinates were scaled from a topographic map and have
 BM0034.an estimated accuracy of +/- 6 seconds.
 BM0034
 BM0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0034.The vertical order pertains to the NGVD 29 superseded value.
 BM0034
 BM0034.The geoid height was determined by GEOID03.
 BM0034
 BM0034;                    North         East    Units  Estimated Accuracy
 BM0034;SPC TX C     - 3,114,630.    1,079,710.      MT  (+/- 180 meters Scaled)
 BM0034
 BM0034                          SUPERSEDED SURVEY CONTROL
 BM0034
 BM0034  NGVD 29 (??/??/92)  105.768  (m)          347.01   (f) ADJ UNCH    2 0
 BM0034
 BM0034.Superseded values are not recommended for survey control.
 BM0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0034.See file dsdata.txt to determine how the superseded data were derived.
 BM0034
 BM0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU519926(NAD 83)
 BM0034_MARKER: DB = BENCH MARK DISK
 BM0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0034_STAMPING: Y 313 1935
 BM0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0034+STABILITY: SURFACE MOTION
 BM0034
 BM0034  HISTORY     - Date     Condition        Report By
 BM0034  HISTORY     - 1935     MONUMENTED       CGS
 BM0034  HISTORY     - 1938     GOOD             NGS
 BM0034  HISTORY     - 1944     GOOD             NGS
 BM0034
 BM0034                          STATION DESCRIPTION
 BM0034
 BM0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0034'2.6 MI S FROM BRYAN.
 BM0034'2.6 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0034'STATION AT BRYAN, BRAZOS COUNTY, ABOUT 600 YARDS NORTH OF MILEPOST 97,
 BM0034'12 YARDS WEST OF THE CENTERLINE OF THE TRACK, 9 YARDS NORTH OF A
 BM0034'PROPERTY-LINE FENCE LEADING WEST, AND AT THE WEST RIGHT-OF-WAY FENCE.
 BM0034'A STANDARD DISK, STAMPED Y 313 1935 AND SET IN THE TOP OF A CONCRETE
 BM0034'POST.
 BM0034
 BM0034                          STATION RECOVERY (1944)
 BM0034
 BM0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BM0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0556 ***********************************************************************
 AY0556  DESIGNATION -  Y 314
 AY0556  PID         -  AY0556
 AY0556  STATE/COUNTY-  TX/WILSON
 AY0556  USGS QUAD   -  LA VERNIA (1962)
 AY0556
 AY0556                         *CURRENT SURVEY CONTROL
 AY0556  ___________________________________________________________________
 AY0556* NAD 83(1986)-  29 18 29.     (N)    098 03 58.     (W)     SCALED    
 AY0556* NAVD 88     -       132.42   (+/-2cm)     434.4    (feet)  VERTCON   
 AY0556  ___________________________________________________________________
 AY0556  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AY0556
 AY0556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0556
 AY0556.The horizontal coordinates were scaled from a topographic map and have
 AY0556.an estimated accuracy of +/- 6 seconds.
 AY0556
 AY0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0556.The vertical order pertains to the NGVD 29 superseded value.
 AY0556
 AY0556.The geoid height was determined by GEOID03.
 AY0556
 AY0556;                    North         East    Units  Estimated Accuracy
 AY0556;SPC TXSC     - 4,163,800.      690,710.      MT  (+/- 180 meters Scaled)
 AY0556
 AY0556                          SUPERSEDED SURVEY CONTROL
 AY0556
 AY0556  NGVD 29 (??/??/92)  132.35   (m)          434.2    (f) COMPUTED    2 0
 AY0556
 AY0556.Superseded values are not recommended for survey control.
 AY0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0556.See file dsdata.txt to determine how the superseded data were derived.
 AY0556
 AY0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT906424(NAD 83)
 AY0556_MARKER: DB = BENCH MARK DISK
 AY0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0556_STAMPING: Y 314 1935
 AY0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0556+STABILITY: SURFACE MOTION
 AY0556
 AY0556  HISTORY     - Date     Condition        Report By
 AY0556  HISTORY     - 1935     MONUMENTED       TXGS
 AY0556  HISTORY     - 1943     GOOD             NGS
 AY0556
 AY0556                          STATION DESCRIPTION
 AY0556
 AY0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0556'2.0 MI NW FROM SUTHERLAND SPRINGS.
 AY0556'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0556'STATION AT SUTHERLAND SPRINGS-- PROCEED 2.0 MILES NORTHWESTERLY ALONG
 AY0556'THE RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 60.0 FEET
 AY0556'SOUTHEAST OF THE CENTERLINE OF A FARM ROAD CROSSING THE TRACK, AND
 AY0556'ABOUT 40.0 FEET SOUTHEAST OF MILEPOST 111.  IT IS 53.0 FEET NORTHEAST
 AY0556'OF AND ABOUT 6.0 FEET BELOW THE CENTERLINE OF TRACK, 3.8 FEET
 AY0556'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 2.6 FEET NORTHWEST OF A
 AY0556'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  A DISK SET
 AY0556'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1644 ***********************************************************************
 AX1644  DESIGNATION -  Y 315
 AX1644  PID         -  AX1644
 AX1644  STATE/COUNTY-  TX/DE WITT
 AX1644  USGS QUAD   -  WESTHOFF (1987)
 AX1644
 AX1644                         *CURRENT SURVEY CONTROL
 AX1644  ___________________________________________________________________
 AX1644* NAD 83(1986)-  29 10 35.     (N)    097 26 06.     (W)     SCALED    
 AX1644* NAVD 88     -        62.76   (+/-2cm)     205.9    (feet)  VERTCON   
 AX1644  ___________________________________________________________________
 AX1644  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AX1644
 AX1644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1644
 AX1644.The horizontal coordinates were scaled from a topographic map and have
 AX1644.an estimated accuracy of +/- 6 seconds.
 AX1644
 AX1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1644.The vertical order pertains to the NGVD 29 superseded value.
 AX1644
 AX1644.The geoid height was determined by GEOID03.
 AX1644
 AX1644;                    North         East    Units  Estimated Accuracy
 AX1644;SPC TXSC     - 4,149,870.      752,210.      MT  (+/- 180 meters Scaled)
 AX1644
 AX1644                          SUPERSEDED SURVEY CONTROL
 AX1644
 AX1644  NGVD 29 (??/??/92)   62.753  (m)          205.88   (f) ADJ UNCH    2 0
 AX1644
 AX1644.Superseded values are not recommended for survey control.
 AX1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1644.See file dsdata.txt to determine how the superseded data were derived.
 AX1644
 AX1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT521285(NAD 83)
 AX1644_MARKER: DB = BENCH MARK DISK
 AX1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1644_STAMPING: Y 315 1935
 AX1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1644+STABILITY: SURFACE MOTION
 AX1644
 AX1644  HISTORY     - Date     Condition        Report By
 AX1644  HISTORY     - 1935     MONUMENTED       CGS
 AX1644  HISTORY     - 1943     GOOD             NGS
 AX1644
 AX1644                          STATION DESCRIPTION
 AX1644
 AX1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1644'2.8 MI SE FROM WESTHOFF.
 AX1644'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1644'STATION AT WESTHOFF, PROCEED 2.8 MILES SOUTHEASTERLY ALONG THE TRACK
 AX1644'TO A DIRT GRADE CROSSING OF A PRIVATE LANE AND SITE OF BENCH MARK.
 AX1644'BENCH MARK IS 68.2 FEET NORTHWEST OF THE SIXTH TELEPHONE POLE
 AX1644'NORTHWEST OF MILE POST NO.66.  IT IS 47.5 FEET SOUTHWEST OF AND ABOUT
 AX1644'THE SAME ELEVATION AS THE CENTERLINE OF THE TRACK, 25.3 FEET SOUTHEAST
 AX1644'OF THE CENTERLINE OF A PRIVATE LANE AND 1.6 FOOT SOUTHEAST OF A 4X4
 AX1644'INCH WHITE WOODEN MARKER POST.  MONUMENT IS ABOUT THE SAME ELEVATION
 AX1644'AS THE SURFACE OF THE GROUND.  A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1875 ***********************************************************************
 AX1875  DESIGNATION -  Y 316
 AX1875  PID         -  AX1875
 AX1875  STATE/COUNTY-  TX/WILSON
 AX1875  USGS QUAD   -  STOCKDALE (1987)
 AX1875
 AX1875                         *CURRENT SURVEY CONTROL
 AX1875  ___________________________________________________________________
 AX1875* NAD 83(1986)-  29 09 14.     (N)    097 57 39.     (W)     SCALED    
 AX1875* NAVD 88     -       128.40   (+/-2cm)     421.3    (feet)  VERTCON   
 AX1875  ___________________________________________________________________
 AX1875  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AX1875
 AX1875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1875
 AX1875.The horizontal coordinates were scaled from a topographic map and have
 AX1875.an estimated accuracy of +/- 6 seconds.
 AX1875
 AX1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1875.The vertical order pertains to the NGVD 29 superseded value.
 AX1875
 AX1875.The geoid height was determined by GEOID03.
 AX1875
 AX1875;                    North         East    Units  Estimated Accuracy
 AX1875;SPC TXSC     - 4,146,800.      701,090.      MT  (+/- 180 meters Scaled)
 AX1875
 AX1875                          SUPERSEDED SURVEY CONTROL
 AX1875
 AX1875  NGVD 29 (??/??/92)  128.344  (m)          421.08   (f) ADJ UNCH    2 0
 AX1875
 AX1875.Superseded values are not recommended for survey control.
 AX1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1875.See file dsdata.txt to determine how the superseded data were derived.
 AX1875
 AX1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT010254(NAD 83)
 AX1875_MARKER: DB = BENCH MARK DISK
 AX1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1875_STAMPING: Y-316 1935
 AX1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1875+STABILITY: SURFACE MOTION
 AX1875
 AX1875  HISTORY     - Date     Condition        Report By
 AX1875  HISTORY     - 1935     MONUMENTED       CGS
 AX1875  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1875
 AX1875                          STATION DESCRIPTION
 AX1875
 AX1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1875'7.8 MI S FROM STOCKDALE.
 AX1875'7.8 MILES SOUTH OF AND ALONG ROAD TO KOSCIUSKO.  5.3 ON ST. H. 123
 AX1875'THENCE 1.0 MI SW 3 MILES WEST OF DENHAWKEN STORE.  35 FT. EAST OF ROAD
 AX1875'SOUTH.  58 FT. SOUTH OF ROAD TO DENHAWKEN STORE.
 AX1875
 AX1875                          STATION RECOVERY (1996)
 AX1875
 AX1875'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1965 ***********************************************************************
 BY1965  DESIGNATION -  Y 318
 BY1965  PID         -  BY1965
 BY1965  STATE/COUNTY-  TX/MADISON
 BY1965  USGS QUAD   -  ELWOOD (1972)
 BY1965
 BY1965                         *CURRENT SURVEY CONTROL
 BY1965  ___________________________________________________________________
 BY1965* NAD 83(1986)-  31 00 22.     (N)    095 46 37.     (W)     SCALED    
 BY1965* NAVD 88     -        73.56   (+/-2cm)     241.3    (feet)  VERTCON   
 BY1965  ___________________________________________________________________
 BY1965  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY1965
 BY1965  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1965
 BY1965.The horizontal coordinates were scaled from a topographic map and have
 BY1965.an estimated accuracy of +/- 6 seconds.
 BY1965
 BY1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1965.The vertical order pertains to the NGVD 29 superseded value.
 BY1965
 BY1965.The geoid height was determined by GEOID03.
 BY1965
 BY1965;                    North         East    Units  Estimated Accuracy
 BY1965;SPC TX C     - 3,157,390.    1,134,950.      MT  (+/- 180 meters Scaled)
 BY1965
 BY1965                          SUPERSEDED SURVEY CONTROL
 BY1965
 BY1965  NGVD 29 (??/??/92)   73.561  (m)          241.34   (f) ADJ UNCH    2 0
 BY1965
 BY1965.Superseded values are not recommended for survey control.
 BY1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1965.See file dsdata.txt to determine how the superseded data were derived.
 BY1965
 BY1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ348335(NAD 83)
 BY1965_MARKER: DB = BENCH MARK DISK
 BY1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1965_STAMPING: Y 318 1935
 BY1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1965+STABILITY: SURFACE MOTION
 BY1965
 BY1965  HISTORY     - Date     Condition        Report By
 BY1965  HISTORY     - 1935     MONUMENTED       CGS
 BY1965  HISTORY     - 1947     GOOD             NGS
 BY1965  HISTORY     - 19960601 GOOD             USPSQD
 BY1965
 BY1965                          STATION DESCRIPTION
 BY1965
 BY1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1965'2.15 MI SW FROM MIDWAY.
 BY1965'2.15 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 21 FROM THE POST OFFICE
 BY1965'AT MIDWAY, AT THE TOP OF A HILL AND AT THE JUNCTION OF A PRIVATE ROAD
 BY1965'LEADING NORTHWEST TO A FARM HOUSE, 55.5 FEET NORTHWEST OF THE CENTER
 BY1965'OF THE HIGHWAY, 33.0 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 BY1965'LEADING NORTHWEST, 23.0 FEET NORTHEAST OF POWER LINE POLE NO. 389
 BY1965'WHICH IS A GUY WIRE BRACED POLE AT AN ANGLE IN THE POWER LINE, 8.0
 BY1965'FEET SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 1.2 FOOT NORTHEAST
 BY1965'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE
 BY1965'ROAD AND PROJECTING 0.1 FOOT.
 BY1965
 BY1965                          STATION RECOVERY (1996)
 BY1965
 BY1965'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0523 ***********************************************************************
 BZ0523  DESIGNATION -  Y 319
 BZ0523  PID         -  BZ0523
 BZ0523  STATE/COUNTY-  TX/FALLS
 BZ0523  USGS QUAD   -  MARLIN (1978)
 BZ0523
 BZ0523                         *CURRENT SURVEY CONTROL
 BZ0523  ___________________________________________________________________
 BZ0523* NAD 83(1986)-  31 20 19.     (N)    096 53 32.     (W)     SCALED    
 BZ0523* NAVD 88     -       142.03   (+/-2cm)     466.0    (feet)  VERTCON   
 BZ0523  ___________________________________________________________________
 BZ0523  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BZ0523
 BZ0523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0523
 BZ0523.The horizontal coordinates were scaled from a topographic map and have
 BZ0523.an estimated accuracy of +/- 6 seconds.
 BZ0523
 BZ0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0523.The vertical order pertains to the NGVD 29 superseded value.
 BZ0523
 BZ0523.The geoid height was determined by GEOID03.
 BZ0523
 BZ0523;                    North         East    Units  Estimated Accuracy
 BZ0523;SPC TX C     - 3,190,410.    1,027,390.      MT  (+/- 180 meters Scaled)
 BZ0523
 BZ0523                          SUPERSEDED SURVEY CONTROL
 BZ0523
 BZ0523  NGVD 29 (??/??/92)  141.980  (m)          465.81   (f) ADJ UNCH    2 0
 BZ0523
 BZ0523.Superseded values are not recommended for survey control.
 BZ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0523.See file dsdata.txt to determine how the superseded data were derived.
 BZ0523
 BZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV005690(NAD 83)
 BZ0523_MARKER: DB = BENCH MARK DISK
 BZ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0523_STAMPING: Y 319 1935
 BZ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0523+STABILITY: SURFACE MOTION
 BZ0523
 BZ0523  HISTORY     - Date     Condition        Report By
 BZ0523  HISTORY     - 1935     MONUMENTED       CGS
 BZ0523  HISTORY     - 20010317 GOOD             USPSQD
 BZ0523  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0523
 BZ0523                          STATION DESCRIPTION
 BZ0523
 BZ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0523'2.3 MI N FROM MARLIN.
 BZ0523'2.3 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0523'STATION AT MARLIN, FALLS COUNTY, ABOUT 159 YARDS NORTH OF MILEPOST 20,
 BZ0523'AT A PRIVATE-ROAD CROSSING, 38 FEET EAST OF THE CENTERLINE OF THE
 BZ0523'TRACK, AND 15 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD.  A
 BZ0523'STANDARD DISK, STAMPED Y 319 1935 AND SET IN THE TOP OF A CONCRETE
 BZ0523'POST.
 BZ0523
 BZ0523                          STATION RECOVERY (2001)
 BZ0523
 BZ0523'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0523'RECOVERED IN GOOD CONDITION.
 BZ0523
 BZ0523                          STATION RECOVERY (2003)
 BZ0523
 BZ0523'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0057 ***********************************************************************
 AZ0057  DESIGNATION -  Y 32
 AZ0057  PID         -  AZ0057
 AZ0057  STATE/COUNTY-  TX/KINNEY
 AZ0057  USGS QUAD   -  SPOFFORD (1974)
 AZ0057
 AZ0057                         *CURRENT SURVEY CONTROL
 AZ0057  ___________________________________________________________________
 AZ0057* NAD 83(1986)-  29 10 24.     (N)    100 24 39.     (W)     SCALED    
 AZ0057* NAVD 88     -       308.316  (meters)    1011.53   (feet)  POSTED    
 AZ0057  ___________________________________________________________________
 AZ0057  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0057  DYNAMIC HT  -         307.870 (meters)    1010.07  (feet)  COMP
 AZ0057  MODELED GRAV-     979,174.1   (mgal)                       NAVD 88
 AZ0057
 AZ0057  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AZ0057
 AZ0057.The horizontal coordinates were scaled from a topographic map and have
 AZ0057.an estimated accuracy of +/- 6 seconds.
 AZ0057
 AZ0057.The orthometric height was determined by differential leveling
 AZ0057.and adjusted by the National Geodetic Survey in 1992..
 AZ0057.No vertical observational check was made to the station.
 AZ0057.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AZ0057.was located on a no-check spur therefore a value was not computed.
 AZ0057
 AZ0057.The geoid height was determined by GEOID03.
 AZ0057
 AZ0057.The dynamic height is computed by dividing the NAVD 88
 AZ0057.geopotential number by the normal gravity value computed on the
 AZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0057.degrees latitude (g = 980.6199 gals.).
 AZ0057
 AZ0057.The modeled gravity was interpolated from observed gravity values.
 AZ0057
 AZ0057;                    North         East    Units  Estimated Accuracy
 AZ0057;SPC TXSC     - 4,149,340.      462,780.      MT  (+/- 180 meters Scaled)
 AZ0057
 AZ0057                          SUPERSEDED SURVEY CONTROL
 AZ0057
 AZ0057.No superseded survey control is available for this station.
 AZ0057
 AZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT628280(NAD 83)
 AZ0057_MARKER: DB = BENCH MARK DISK
 AZ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0057_STAMPING: Y 32 1917
 AZ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0057+STABILITY: SURFACE MOTION
 AZ0057
 AZ0057  HISTORY     - Date     Condition        Report By
 AZ0057  HISTORY     - 1917     MONUMENTED       CGS
 AZ0057  HISTORY     - 1957     MARK NOT FOUND   NGS
 AZ0057
 AZ0057                          STATION DESCRIPTION
 AZ0057
 AZ0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0057'0.3 MI E FROM SPOFFORD.
 AZ0057'ABOUT 0.3 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0057'SPOFFORD, KINNEY COUNTY, AND ABOUT MIDWAY BETWEEN MILEPOSTS 341 AND
 AZ0057'342.  A STANDARD DISK, STAMPED Y 32 1917 AND SET IN THE TOP OF A
 AZ0057'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0540 ***********************************************************************
 BZ0540  DESIGNATION -  Y 320
 BZ0540  PID         -  BZ0540
 BZ0540  STATE/COUNTY-  TX/LIMESTONE
 BZ0540  USGS QUAD   -  THORNTON (1966)
 BZ0540
 BZ0540                         *CURRENT SURVEY CONTROL
 BZ0540  ___________________________________________________________________
 BZ0540* NAD 83(1986)-  31 28 22.     (N)    096 33 46.     (W)     SCALED    
 BZ0540* NAVD 88     -       133.43   (+/-2cm)     437.8    (feet)  VERTCON   
 BZ0540  ___________________________________________________________________
 BZ0540  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 BZ0540
 BZ0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0540
 BZ0540.The horizontal coordinates were scaled from a topographic map and have
 BZ0540.an estimated accuracy of +/- 6 seconds.
 BZ0540
 BZ0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0540.The vertical order pertains to the NGVD 29 superseded value.
 BZ0540
 BZ0540.The geoid height was determined by GEOID03.
 BZ0540
 BZ0540;                    North         East    Units  Estimated Accuracy
 BZ0540;SPC TX C     - 3,206,290.    1,058,220.      MT  (+/- 180 meters Scaled)
 BZ0540
 BZ0540                          SUPERSEDED SURVEY CONTROL
 BZ0540
 BZ0540  NGVD 29 (??/??/92)  133.390  (m)          437.63   (f) ADJ UNCH    2 0
 BZ0540
 BZ0540.Superseded values are not recommended for survey control.
 BZ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0540.See file dsdata.txt to determine how the superseded data were derived.
 BZ0540
 BZ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV315845(NAD 83)
 BZ0540_MARKER: DB = BENCH MARK DISK
 BZ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0540_STAMPING: Y 320 1935
 BZ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0540+STABILITY: SURFACE MOTION
 BZ0540
 BZ0540  HISTORY     - Date     Condition        Report By
 BZ0540  HISTORY     - 1935     MONUMENTED       CGS
 BZ0540
 BZ0540                          STATION DESCRIPTION
 BZ0540
 BZ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0540'3.8 MI S FROM GROESBECK.
 BZ0540'3.8 MI S OF AND ALONG THE SOUTHERN PACIFIC RR AT A PRIVATE ROAD
 BZ0540'CROSSING.  37 FEET S OF E GATE TO CROSSING.  30 YARDS W OF A
 BZ0540'FARMHOUSE.  48 FEET E OF CENTER OF TRACK.  2 FEET W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0781 ***********************************************************************
 BZ0781  DESIGNATION -  Y 321
 BZ0781  PID         -  BZ0781
 BZ0781  STATE/COUNTY-  TX/MCLENNAN
 BZ0781  USGS QUAD   -  LORENA (1993)
 BZ0781
 BZ0781                         *CURRENT SURVEY CONTROL
 BZ0781  ___________________________________________________________________
 BZ0781* NAD 83(1986)-  31 29 36.     (N)    097 11 03.     (W)     SCALED    
 BZ0781* NAVD 88     -       178.893  (meters)     586.92   (feet)  ADJUSTED  
 BZ0781  ___________________________________________________________________
 BZ0781  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ0781  DYNAMIC HT  -         178.666 (meters)     586.17  (feet)  COMP
 BZ0781  MODELED GRAV-     979,364.0   (mgal)                       NAVD 88
 BZ0781
 BZ0781  VERT ORDER  -  FIRST     CLASS II
 BZ0781
 BZ0781.The horizontal coordinates were scaled from a topographic map and have
 BZ0781.an estimated accuracy of +/- 6 seconds.
 BZ0781
 BZ0781.The orthometric height was determined by differential leveling
 BZ0781.and adjusted by the National Geodetic Survey in June 1991..
 BZ0781
 BZ0781.The geoid height was determined by GEOID03.
 BZ0781
 BZ0781.The dynamic height is computed by dividing the NAVD 88
 BZ0781.geopotential number by the normal gravity value computed on the
 BZ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0781.degrees latitude (g = 980.6199 gals.).
 BZ0781
 BZ0781.The modeled gravity was interpolated from observed gravity values.
 BZ0781
 BZ0781;                    North         East    Units  Estimated Accuracy
 BZ0781;SPC TX C     - 3,206,730.      999,140.      MT  (+/- 180 meters Scaled)
 BZ0781
 BZ0781                          SUPERSEDED SURVEY CONTROL
 BZ0781
 BZ0781  NGVD 29 (??/??/92)  178.821  (m)          586.68   (f) ADJ UNCH    1 2
 BZ0781
 BZ0781.Superseded values are not recommended for survey control.
 BZ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0781.See file dsdata.txt to determine how the superseded data were derived.
 BZ0781
 BZ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV724857(NAD 83)
 BZ0781_MARKER: DB = BENCH MARK DISK
 BZ0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0781_STAMPING: Y 321 1935
 BZ0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0781+STABILITY: SURFACE MOTION
 BZ0781
 BZ0781  HISTORY     - Date     Condition        Report By
 BZ0781  HISTORY     - 1935     MONUMENTED       CGS
 BZ0781  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0781  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0781  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0781
 BZ0781                          STATION DESCRIPTION
 BZ0781
 BZ0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0781'2.5 MI N FROM HEWITT.
 BZ0781'2.5 MILES NORTH OF AND ALONG THE M.K.T.R.R.  AT A PRIVATE ROAD
 BZ0781'CROSSING.  84 FEET SOUTH OF BLOCK SIGNAL NO. 8508.  114 FEET SOUTH OF
 BZ0781'A CATTLE LOADING PEN.  43 FEET S.E. OF CENTER OF THE MAIN TRACK.  2
 BZ0781'FEET N.W. OF THE RIGHT OF WAY FENCE.
 BZ0781
 BZ0781                          STATION RECOVERY (1995)
 BZ0781
 BZ0781'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0781'MARK NOT FOUND.
 BZ0781
 BZ0781                          STATION RECOVERY (2001)
 BZ0781
 BZ0781'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0781'MARK NOT FOUND.
 BZ0781
 BZ0781                          STATION RECOVERY (2003)
 BZ0781
 BZ0781'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0069 ***********************************************************************
 BN0069  DESIGNATION -  Y 322
 BN0069  PID         -  BN0069
 BN0069  STATE/COUNTY-  TX/BLANCO
 BN0069  USGS QUAD   -  JOHNSON CITY (1982)
 BN0069
 BN0069                         *CURRENT SURVEY CONTROL
 BN0069  ___________________________________________________________________
 BN0069* NAD 83(1986)-  30 20 15.     (N)    098 23 01.     (W)     SCALED    
 BN0069* NAVD 88     -       382.740  (meters)    1255.71   (feet)  ADJUSTED  
 BN0069  ___________________________________________________________________
 BN0069  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 BN0069  DYNAMIC HT  -         382.216 (meters)    1253.99  (feet)  COMP
 BN0069  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 BN0069
 BN0069  VERT ORDER  -  SECOND    CLASS 0
 BN0069
 BN0069.The horizontal coordinates were scaled from a topographic map and have
 BN0069.an estimated accuracy of +/- 6 seconds.
 BN0069
 BN0069.The orthometric height was determined by differential leveling
 BN0069.and adjusted by the National Geodetic Survey in June 1991..
 BN0069
 BN0069.The geoid height was determined by GEOID03.
 BN0069
 BN0069.The dynamic height is computed by dividing the NAVD 88
 BN0069.geopotential number by the normal gravity value computed on the
 BN0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0069.degrees latitude (g = 980.6199 gals.).
 BN0069
 BN0069.The modeled gravity was interpolated from observed gravity values.
 BN0069
 BN0069;                    North         East    Units  Estimated Accuracy
 BN0069;SPC TX C     - 3,076,010.      887,460.      MT  (+/- 180 meters Scaled)
 BN0069
 BN0069                          SUPERSEDED SURVEY CONTROL
 BN0069
 BN0069  NGVD 29 (??/??/92)  382.66   (m)         1255.4    (f) COMPUTED    2 0
 BN0069
 BN0069.Superseded values are not recommended for survey control.
 BN0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0069.See file dsdata.txt to determine how the superseded data were derived.
 BN0069
 BN0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU592563(NAD 83)
 BN0069_MARKER: DB = BENCH MARK DISK
 BN0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0069_STAMPING: Y-322 1935
 BN0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0069+STABILITY: SURFACE MOTION
 BN0069
 BN0069  HISTORY     - Date     Condition        Report By
 BN0069  HISTORY     - 1935     MONUMENTED       CGS
 BN0069  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 BN0069
 BN0069                          STATION DESCRIPTION
 BN0069
 BN0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0069'4.6 MI N FROM JOHNSON CITY.
 BN0069'4.6 MILES NORTH OF AND ALONG STATE HIGHWAY 66 ON TOP OF A HILL.  47
 BN0069'FT. W. OF CENTER LINE OF HIGHWAY.  2 FT. W. OF R. O. W. FENCE.  SET IN
 BN0069'TOP OF CONCRETE POST.
 BN0069
 BN0069                          STATION RECOVERY (1948)
 BN0069
 BN0069'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 BN0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0143 ***********************************************************************
 AO0143  DESIGNATION -  Y 323
 AO0143  PID         -  AO0143
 AO0143  STATE/COUNTY-  TX/MCMULLEN
 AO0143  USGS QUAD   -  ZELLA (1968)
 AO0143
 AO0143                         *CURRENT SURVEY CONTROL
 AO0143  ___________________________________________________________________
 AO0143* NAD 83(1986)-  28 34 30.     (N)    098 47 23.     (W)     SCALED    
 AO0143* NAVD 88     -       117.626  (meters)     385.91   (feet)  ADJUSTED  
 AO0143  ___________________________________________________________________
 AO0143  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AO0143  DYNAMIC HT  -         117.452 (meters)     385.34  (feet)  COMP
 AO0143  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 AO0143
 AO0143  VERT ORDER  -  SECOND    CLASS 0
 AO0143
 AO0143.The horizontal coordinates were scaled from a topographic map and have
 AO0143.an estimated accuracy of +/- 6 seconds.
 AO0143
 AO0143.The orthometric height was determined by differential leveling
 AO0143.and adjusted by the National Geodetic Survey in June 1991..
 AO0143
 AO0143.The geoid height was determined by GEOID03.
 AO0143
 AO0143.The dynamic height is computed by dividing the NAVD 88
 AO0143.geopotential number by the normal gravity value computed on the
 AO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0143.degrees latitude (g = 980.6199 gals.).
 AO0143
 AO0143.The modeled gravity was interpolated from observed gravity values.
 AO0143
 AO0143;                    North         East    Units  Estimated Accuracy
 AO0143;SPC TXSC     - 4,082,220.      620,570.      MT  (+/- 180 meters Scaled)
 AO0143
 AO0143                          SUPERSEDED SURVEY CONTROL
 AO0143
 AO0143  NGVD 29 (??/??/92)  117.574  (m)          385.74   (f) ADJ UNCH    2 0
 AO0143
 AO0143.Superseded values are not recommended for survey control.
 AO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0143.See file dsdata.txt to determine how the superseded data were derived.
 AO0143
 AO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS205609(NAD 83)
 AO0143_MARKER: DB = BENCH MARK DISK
 AO0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0143_STAMPING: Y 323 1935
 AO0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0143+STABILITY: SURFACE MOTION
 AO0143
 AO0143  HISTORY     - Date     Condition        Report By
 AO0143  HISTORY     - 1935     MONUMENTED       CGS
 AO0143  HISTORY     - 1968     GOOD             USGS
 AO0143
 AO0143                          STATION DESCRIPTION
 AO0143
 AO0143'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0143'7.8 MI N FROM FOWLERTON.
 AO0143'ONE BLOCK SOUTH FROM THE POST OFFICE AT FLOWERTON TO STATE HIGHWAY 97,
 AO0143'THENCE 7.8 MILES NORTH ALONG STATE HIGHWAY 97, 1.0 MILES NORTH OF
 AO0143'ENTRANCE TO ZELLA HOTEL, 154 FT. WEST OF CENTER LINE OF HIGHWAY.  A
 AO0143'STANDARD DISK, STAMPED Y 323 1935 AND SET IN THE TOP OF A CONCRETE
 AO0143'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0907 ***********************************************************************
 AY0907  DESIGNATION -  Y 324
 AY0907  PID         -  AY0907
 AY0907  STATE/COUNTY-  TX/ATASCOSA
 AY0907  USGS QUAD   -  THELMA (1973)
 AY0907
 AY0907                         *CURRENT SURVEY CONTROL
 AY0907  ___________________________________________________________________
 AY0907* NAD 83(1986)-  29 08 24.     (N)    098 34 19.     (W)     SCALED    
 AY0907* NAVD 88     -       198.829  (meters)     652.32   (feet)  ADJUSTED  
 AY0907  ___________________________________________________________________
 AY0907  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AY0907  DYNAMIC HT  -         198.541 (meters)     651.38  (feet)  COMP
 AY0907  MODELED GRAV-     979,190.2   (mgal)                       NAVD 88
 AY0907
 AY0907  VERT ORDER  -  SECOND    CLASS 0
 AY0907
 AY0907.The horizontal coordinates were scaled from a topographic map and have
 AY0907.an estimated accuracy of +/- 6 seconds.
 AY0907
 AY0907.The orthometric height was determined by differential leveling
 AY0907.and adjusted by the National Geodetic Survey in June 1991..
 AY0907
 AY0907.The geoid height was determined by GEOID03.
 AY0907
 AY0907.The dynamic height is computed by dividing the NAVD 88
 AY0907.geopotential number by the normal gravity value computed on the
 AY0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0907.degrees latitude (g = 980.6199 gals.).
 AY0907
 AY0907.The modeled gravity was interpolated from observed gravity values.
 AY0907
 AY0907;                    North         East    Units  Estimated Accuracy
 AY0907;SPC TXSC     - 4,144,890.      641,650.      MT  (+/- 180 meters Scaled)
 AY0907
 AY0907                          SUPERSEDED SURVEY CONTROL
 AY0907
 AY0907  NGVD 29 (??/??/92)  198.743  (m)          652.04   (f) ADJ UNCH    2 0
 AY0907
 AY0907.Superseded values are not recommended for survey control.
 AY0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0907.See file dsdata.txt to determine how the superseded data were derived.
 AY0907
 AY0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT416235(NAD 83)
 AY0907_MARKER: DB = BENCH MARK DISK
 AY0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0907_STAMPING: Y 324 1935
 AY0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0907+STABILITY: SURFACE MOTION
 AY0907
 AY0907  HISTORY     - Date     Condition        Report By
 AY0907  HISTORY     - 1935     MONUMENTED       CGS
 AY0907  HISTORY     - 1953     GOOD             NGS
 AY0907
 AY0907                          STATION DESCRIPTION
 AY0907
 AY0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0907'7.1 MI N FROM POTEET.
 AY0907'7.1 MILES NORTH ALONG THE SAN ANTONIO SOUTHERN RAILROAD FROM THE
 AY0907'STATION AT POTEET, 1.9 MILES SOUTH OF BENCH MARK Z 324, 0.3 MILE NORTH
 AY0907'OF MILEPOST 13, 64.5 FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD,
 AY0907'39.5 FEET EAST OF THE EAST RAIL, 48 FEET SOUTH OF A FENCE, 2.9 FEET
 AY0907'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0907'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0233 ***********************************************************************
 BM0233  DESIGNATION -  Y 325
 BM0233  PID         -  BM0233
 BM0233  STATE/COUNTY-  TX/FAYETTE
 BM0233  USGS QUAD   -  CARMINE (1988)
 BM0233
 BM0233                         *CURRENT SURVEY CONTROL
 BM0233  ___________________________________________________________________
 BM0233* NAD 83(1986)-  30 09 05.     (N)    096 39 58.     (W)     SCALED    
 BM0233* NAVD 88     -       135.81   (+/-2cm)     445.6    (feet)  VERTCON   
 BM0233  ___________________________________________________________________
 BM0233  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BM0233
 BM0233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0233
 BM0233.The horizontal coordinates were scaled from a topographic map and have
 BM0233.an estimated accuracy of +/- 6 seconds.
 BM0233
 BM0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0233.The vertical order pertains to the NGVD 29 superseded value.
 BM0233
 BM0233.The geoid height was determined by GEOID03.
 BM0233
 BM0233;                    North         East    Units  Estimated Accuracy
 BM0233;SPC TXSC     - 4,259,150.      824,820.      MT  (+/- 180 meters Scaled)
 BM0233
 BM0233                          SUPERSEDED SURVEY CONTROL
 BM0233
 BM0233  NGVD 29 (??/??/92)  135.753  (m)          445.38   (f) ADJ UNCH    2 0
 BM0233
 BM0233.Superseded values are not recommended for survey control.
 BM0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0233.See file dsdata.txt to determine how the superseded data were derived.
 BM0233
 BM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU247378(NAD 83)
 BM0233_MARKER: DB = BENCH MARK DISK
 BM0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0233_STAMPING: Y 325 1935
 BM0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0233+STABILITY: SURFACE MOTION
 BM0233
 BM0233  HISTORY     - Date     Condition        Report By
 BM0233  HISTORY     - 1935     MONUMENTED       CGS
 BM0233
 BM0233                          STATION DESCRIPTION
 BM0233
 BM0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0233'0.9 MI E FROM CARMINE.
 BM0233'0.9 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0233'CARMINE, FAYETTE COUNTY, 370 YARDS WEST OF MILEPOST 39, AT CATTLE
 BM0233'GUARD 39 B, AT A ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE
 BM0233'TRACK, 24 FEET NORTH OF A DIRT ROAD, AND AT A FENCE CORNER.  A
 BM0233'STANDARD DISK, STAMPED Y 325 1935 AND SET IN THE TOP OF A CONCRETE
 BM0233'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0842 ***********************************************************************
 BZ0842  DESIGNATION -  Y 326
 BZ0842  PID         -  BZ0842
 BZ0842  STATE/COUNTY-  TX/FALLS
 BZ0842  USGS QUAD   -  LOTT (1993)
 BZ0842
 BZ0842                         *CURRENT SURVEY CONTROL
 BZ0842  ___________________________________________________________________
 BZ0842* NAD 83(1986)-  31 09 54.     (N)    097 01 14.     (W)     SCALED    
 BZ0842* NAVD 88     -       157.97   (+/-2cm)     518.3    (feet)  VERTCON   
 BZ0842  ___________________________________________________________________
 BZ0842  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BZ0842
 BZ0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0842
 BZ0842.The horizontal coordinates were scaled from a topographic map and have
 BZ0842.an estimated accuracy of +/- 6 seconds.
 BZ0842
 BZ0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0842.The vertical order pertains to the NGVD 29 superseded value.
 BZ0842
 BZ0842.The geoid height was determined by GEOID03.
 BZ0842
 BZ0842;                    North         East    Units  Estimated Accuracy
 BZ0842;SPC TX C     - 3,170,800.    1,015,760.      MT  (+/- 180 meters Scaled)
 BZ0842
 BZ0842                          SUPERSEDED SURVEY CONTROL
 BZ0842
 BZ0842  NGVD 29 (??/??/92)  157.919  (m)          518.11   (f) ADJ UNCH    2 0
 BZ0842
 BZ0842.Superseded values are not recommended for survey control.
 BZ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0842.See file dsdata.txt to determine how the superseded data were derived.
 BZ0842
 BZ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV886495(NAD 83)
 BZ0842_MARKER: DB = BENCH MARK DISK
 BZ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0842_STAMPING: Y 326 1935
 BZ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0842+STABILITY: SURFACE MOTION
 BZ0842
 BZ0842  HISTORY     - Date     Condition        Report By
 BZ0842  HISTORY     - 1935     MONUMENTED       CGS
 BZ0842  HISTORY     - 1963     GOOD             USGS
 BZ0842  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ0842
 BZ0842                          STATION DESCRIPTION
 BZ0842
 BZ0842'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BZ0842'2.3 MI N FROM TRAVIS.
 BZ0842'2.3 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM TRAVIS,
 BZ0842'FALLS COLK, 515 FEET WEST SOUTHWEST OF US HIGHWAY 77, AND 28 FEET
 BZ0842'NORTH OF THE PROJECTION OF A T ROAD RUNNING EAST-NORTHEAST FROM US 77,
 BZ0842'AND 497 FEET SOUTH-SOUTHEAST FROM A GRAVEL ROAD, 46 FEET WEST OF THE
 BZ0842'CENTERLINE OF THE TRACK.  A STANDARD DISK, SET IN THE TOP OF A
 BZ0842'CONCRETE POST.
 BZ0842
 BZ0842                          STATION RECOVERY (2001)
 BZ0842
 BZ0842'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0374 ***********************************************************************
 BM0374  DESIGNATION -  Y 327
 BM0374  PID         -  BM0374
 BM0374  STATE/COUNTY-  TX/BELL
 BM0374  USGS QUAD   -  ROGERS (1976)
 BM0374
 BM0374                         *CURRENT SURVEY CONTROL
 BM0374  ___________________________________________________________________
 BM0374* NAD 83(1986)-  30 56 54.     (N)    097 14 41.     (W)     SCALED    
 BM0374* NAVD 88     -       169.69   (+/-2cm)     556.7    (feet)  VERTCON   
 BM0374  ___________________________________________________________________
 BM0374  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BM0374
 BM0374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0374
 BM0374.The horizontal coordinates were scaled from a topographic map and have
 BM0374.an estimated accuracy of +/- 6 seconds.
 BM0374
 BM0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0374.The vertical order pertains to the NGVD 29 superseded value.
 BM0374
 BM0374.The geoid height was determined by GEOID03.
 BM0374
 BM0374;                    North         East    Units  Estimated Accuracy
 BM0374;SPC TX C     - 3,146,180.      995,060.      MT  (+/- 180 meters Scaled)
 BM0374
 BM0374                          SUPERSEDED SURVEY CONTROL
 BM0374
 BM0374  NGVD 29 (??/??/92)  169.614  (m)          556.48   (f) ADJ UNCH    2 0
 BM0374
 BM0374.Superseded values are not recommended for survey control.
 BM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0374.See file dsdata.txt to determine how the superseded data were derived.
 BM0374
 BM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV676251(NAD 83)
 BM0374_MARKER: DB = BENCH MARK DISK
 BM0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0374_SP_SET: CONCRETE BASE
 BM0374_STAMPING: Y 327 1935
 BM0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0374
 BM0374  HISTORY     - Date     Condition        Report By
 BM0374  HISTORY     - 1935     MONUMENTED       CGS
 BM0374  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 BM0374  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0374
 BM0374                          STATION DESCRIPTION
 BM0374
 BM0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0374'2.0 MI NW FROM ROGERS.
 BM0374'2.0 MI NW OF AND ALONG THE SANTE FE R R 0.4 MILE W OF MILEPOST 206. 25
 BM0374'FEET N OF CENTER OF TRACK.  20 YARDS S OF A DIRT ROAD.  DISK IS SET
 BM0374'HORIZONTALLY IN E END OF N FOUNDATION OF CULVERT NO. 206 B.
 BM0374
 BM0374                          STATION RECOVERY (1991)
 BM0374
 BM0374'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0374'MARK NOT FOUND.
 BM0374
 BM0374                          STATION RECOVERY (2001)
 BM0374
 BM0374'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0658 ***********************************************************************
 BM0658  DESIGNATION -  Y 328
 BM0658  PID         -  BM0658
 BM0658  STATE/COUNTY-  TX/TRAVIS
 BM0658  USGS QUAD   -  OAK HILL (1988)
 BM0658
 BM0658                         *CURRENT SURVEY CONTROL
 BM0658  ___________________________________________________________________
 BM0658* NAD 83(1986)-  30 08 27.     (N)    097 49 46.     (W)     SCALED    
 BM0658* NAVD 88     -       212.49   (+/-2cm)     697.1    (feet)  VERTCON   
 BM0658  ___________________________________________________________________
 BM0658  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BM0658
 BM0658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0658
 BM0658.The horizontal coordinates were scaled from a topographic map and have
 BM0658.an estimated accuracy of +/- 6 seconds.
 BM0658
 BM0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0658.The vertical order pertains to the NGVD 29 superseded value.
 BM0658
 BM0658.The geoid height was determined by GEOID03.
 BM0658
 BM0658;                    North         East    Units  Estimated Accuracy
 BM0658;SPC TX C     - 3,055,280.      941,230.      MT  (+/- 180 meters Scaled)
 BM0658
 BM0658                          SUPERSEDED SURVEY CONTROL
 BM0658
 BM0658  NGVD 29 (??/??/92)  212.405  (m)          696.87   (f) ADJ UNCH    2 0
 BM0658
 BM0658.Superseded values are not recommended for survey control.
 BM0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0658.See file dsdata.txt to determine how the superseded data were derived.
 BM0658
 BM0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU127349(NAD 83)
 BM0658_MARKER: DB = BENCH MARK DISK
 BM0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0658_STAMPING: Y 328 1935
 BM0658_MARK LOGO: CGS   
 BM0658_PROJECTION: PROJECTING 20 CENTIMETERS
 BM0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0658+STABILITY: SURFACE MOTION
 BM0658
 BM0658  HISTORY     - Date     Condition        Report By
 BM0658  HISTORY     - 1935     MONUMENTED       CGS
 BM0658  HISTORY     - 1967     GOOD             NGS
 BM0658  HISTORY     - 1980     GOOD             NGS
 BM0658  HISTORY     - 1990     GOOD             USPSQD
 BM0658  HISTORY     - 19910116 GOOD             USPSQD
 BM0658  HISTORY     - 20010224 POOR             USPSQD
 BM0658  HISTORY     - 20050213 POOR             USPSQD
 BM0658
 BM0658                          STATION DESCRIPTION
 BM0658
 BM0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BM0658'IN MANCHACA.
 BM0658'AT MANCHACA, 78.8 FEET SOUTHEAST OF THE STATION SIGN, 61 FEET
 BM0658'NORTHEAST OF MILEPOST 190, 56.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 BM0658'TRACK, 14 FEET WEST OF A 28 INCH PECAN TREE, 3 FEET NORTH OF A WITNESS
 BM0658'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 BM0658'THE GROUND.
 BM0658
 BM0658                          STATION RECOVERY (1980)
 BM0658
 BM0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0658'IN MANCHACA, AT THE CROSSING OF FARM ROAD 1626 AND THE MISSOURI
 BM0658'PACIFIC RAILROAD, 35.8 METERS (117.5 FT) NORTH OF THE CENTERLINE OF
 BM0658'THE FARM ROAD, 35.7 METERS (117 FT) NORTHEAST OF MILEPOST NUMBER 190,
 BM0658'34.1 METERS (112 FT) NORTH-NORTHEAST OF RAILROAD SIGNAL LIGHT AT THE
 BM0658'RAILROAD CROSSING, 17.2 METERS (56.5 FT) EAST OF THE EAST RAIL OF THE
 BM0658'MAIN TRACK, 4.3 METERS (14.0 FT) WEST OF A 70-CM PECAN TREE. NOTE-NOT
 BM0658'LEVELED AT THIS TIME.
 BM0658'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 BM0658'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 BM0658
 BM0658                          STATION RECOVERY (1990)
 BM0658
 BM0658'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMT)
 BM0658'RECOVERED IN GOOD CONDITION.
 BM0658
 BM0658                          STATION RECOVERY (1991)
 BM0658
 BM0658'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0658'RECOVERED IN GOOD CONDITION.
 BM0658
 BM0658                          STATION RECOVERY (2001)
 BM0658
 BM0658'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BM0658'MARK RECOVERED IN POOR CONDITION.
 BM0658
 BM0658                          STATION RECOVERY (2005)
 BM0658
 BM0658'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0658'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2332 ***********************************************************************
 AX2332  DESIGNATION -  Y 329
 AX2332  PID         -  AX2332
 AX2332  STATE/COUNTY-  TX/GUADALUPE
 AX2332  USGS QUAD   -  KINGSBURY (1994)
 AX2332
 AX2332                         *CURRENT SURVEY CONTROL
 AX2332  ___________________________________________________________________
 AX2332* NAD 83(1986)-  29 39 08.     (N)    097 46 05.     (W)     SCALED    
 AX2332* NAVD 88     -       146.94   (+/-2cm)     482.1    (feet)  VERTCON   
 AX2332  ___________________________________________________________________
 AX2332  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2332
 AX2332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2332
 AX2332.The horizontal coordinates were scaled from a topographic map and have
 AX2332.an estimated accuracy of +/- 6 seconds.
 AX2332
 AX2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2332.The vertical order pertains to the NGVD 29 superseded value.
 AX2332
 AX2332.The geoid height was determined by GEOID03.
 AX2332
 AX2332;                    North         East    Units  Estimated Accuracy
 AX2332;SPC TXSC     - 4,202,210.      719,260.      MT  (+/- 180 meters Scaled)
 AX2332
 AX2332                          SUPERSEDED SURVEY CONTROL
 AX2332
 AX2332  NGVD 29 (??/??/92)  146.871  (m)          481.86   (f) ADJ UNCH    2 0
 AX2332
 AX2332.Superseded values are not recommended for survey control.
 AX2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2332.See file dsdata.txt to determine how the superseded data were derived.
 AX2332
 AX2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT192808(NAD 83)
 AX2332_MARKER: DB = BENCH MARK DISK
 AX2332_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2332_SP_SET: CULVERT WALL
 AX2332_STAMPING: Y 329 1935
 AX2332_MARK LOGO: CGS   
 AX2332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2332+STABILITY: SURFACE MOTION
 AX2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2332+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX2332
 AX2332  HISTORY     - Date     Condition        Report By
 AX2332  HISTORY     - 1935     MONUMENTED       CGS
 AX2332  HISTORY     - 1959     GOOD             DOD
 AX2332  HISTORY     - 1987     GOOD             USPSQD
 AX2332  HISTORY     - 19930203 GOOD             USPSQD
 AX2332  HISTORY     - 19930808 GOOD             USPSQD
 AX2332  HISTORY     - 19990925 GOOD             USPSQD
 AX2332  HISTORY     - 20050318 GOOD             USPSQD
 AX2332
 AX2332                          STATION DESCRIPTION
 AX2332
 AX2332'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2332'3.8 MI E FROM KINGSBURY.
 AX2332'113 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 3.0 FEET
 AX2332'HIGHER, AND 102 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AX2332'RECTANGULAR-SHAPED GROUP OF TREES.  NOTE-- 1935 DESCRIPTION-- 3.8
 AX2332'MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE STATION
 AX2332'AT KINGSBURY, GUADALUPE COUNTY, ABOUT 420 YARDS EAST OF MILEPOST 161,
 AX2332'32 YARDS NORTH OF THE CENTERLINE OF U. S. HIGHWAY 90, AT RAILROAD
 AX2332'CULVERT 160 D, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE WALL,
 AX2332'AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 AX2332
 AX2332                          STATION RECOVERY (1987)
 AX2332
 AX2332'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2332'RECOVERED IN GOOD CONDITION.
 AX2332
 AX2332                          STATION RECOVERY (1993)
 AX2332
 AX2332'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2332'RECOVERED IN GOOD CONDITION.
 AX2332
 AX2332                          STATION RECOVERY (1993)
 AX2332
 AX2332'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2332'RECOVERED IN GOOD CONDITION.
 AX2332
 AX2332                          STATION RECOVERY (1999)
 AX2332
 AX2332'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2332'RECOVERED IN GOOD CONDITION.
 AX2332
 AX2332                          STATION RECOVERY (2005)
 AX2332
 AX2332'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1212 ***********************************************************************
 AY1212  DESIGNATION -  Y 33
 AY1212  PID         -  AY1212
 AY1212  STATE/COUNTY-  TX/UVALDE
 AY1212  USGS QUAD   -  SABINAL (1970)
 AY1212
 AY1212                         *CURRENT SURVEY CONTROL
 AY1212  ___________________________________________________________________
 AY1212* NAD 83(1986)-  29 18 59.     (N)    099 29 01.     (W)     SCALED    
 AY1212* NAVD 88     -       283.098  (meters)     928.80   (feet)  ADJUSTED  
 AY1212  ___________________________________________________________________
 AY1212  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AY1212  DYNAMIC HT  -         282.686 (meters)     927.45  (feet)  COMP
 AY1212  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AY1212
 AY1212  VERT ORDER  -  FIRST     CLASS II
 AY1212
 AY1212.The horizontal coordinates were scaled from a topographic map and have
 AY1212.an estimated accuracy of +/- 6 seconds.
 AY1212
 AY1212.The orthometric height was determined by differential leveling
 AY1212.and adjusted by the National Geodetic Survey in June 1991..
 AY1212
 AY1212.The geoid height was determined by GEOID03.
 AY1212
 AY1212.The dynamic height is computed by dividing the NAVD 88
 AY1212.geopotential number by the normal gravity value computed on the
 AY1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1212.degrees latitude (g = 980.6199 gals.).
 AY1212
 AY1212.The modeled gravity was interpolated from observed gravity values.
 AY1212
 AY1212;                    North         East    Units  Estimated Accuracy
 AY1212;SPC TXSC     - 4,164,460.      553,030.      MT  (+/- 180 meters Scaled)
 AY1212
 AY1212                          SUPERSEDED SURVEY CONTROL
 AY1212
 AY1212  NGVD 29 (??/??/92)  282.985  (m)          928.43   (f) ADJ UNCH    1 2
 AY1212
 AY1212.Superseded values are not recommended for survey control.
 AY1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1212.See file dsdata.txt to determine how the superseded data were derived.
 AY1212
 AY1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT530431(NAD 83)
 AY1212_MARKER: DB = BENCH MARK DISK
 AY1212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1212_SP_SET: ABUTMENT
 AY1212_STAMPING: Y 33 1917 ELEV 928.427 FT
 AY1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1212
 AY1212  HISTORY     - Date     Condition        Report By
 AY1212  HISTORY     - 1917     MONUMENTED       CGS
 AY1212  HISTORY     - 1957     GOOD             NGS
 AY1212  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1212  HISTORY     - 1987     POOR             USPSQD
 AY1212  HISTORY     - 1988     GOOD             USPSQD
 AY1212  HISTORY     - 20011113 GOOD             USPSQD
 AY1212
 AY1212                          STATION DESCRIPTION
 AY1212
 AY1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1212'1.1 MI W FROM SABINAL.
 AY1212'1.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1212'STATION AT SABINAL, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.4 FEET
 AY1212'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AY1212'NORTHEAST CONCRETE ABUTMENT OF A STEEL BRIDGE OVER THE SABINAL RIVER.
 AY1212
 AY1212                          STATION RECOVERY (1982)
 AY1212
 AY1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1212'MARK NOT SEARCHED FOR, OFF LEVEL LINE, INACCESSIBLE.
 AY1212
 AY1212                          STATION RECOVERY (1987)
 AY1212
 AY1212'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1212'MARK RECOVERED IN POOR CONDITION.
 AY1212
 AY1212                          STATION RECOVERY (1988)
 AY1212
 AY1212'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1212'RECOVERED IN GOOD CONDITION.
 AY1212
 AY1212                          STATION RECOVERY (2001)
 AY1212
 AY1212'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0633 ***********************************************************************
 AX0633  DESIGNATION -  Y 330
 AX0633  PID         -  AX0633
 AX0633  STATE/COUNTY-  TX/JACKSON
 AX0633  USGS QUAD   -  CORDELE (1981)
 AX0633
 AX0633                         *CURRENT SURVEY CONTROL
 AX0633  ___________________________________________________________________
 AX0633* NAD 83(1986)-  29 10 14.     (N)    096 44 21.     (W)     SCALED    
 AX0633* NAVD 88     -        35.366  (meters)     116.03   (feet)  ADJUSTED  
 AX0633  ___________________________________________________________________
 AX0633  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0633  DYNAMIC HT  -          35.316 (meters)     115.87  (feet)  COMP
 AX0633  MODELED GRAV-     979,226.6   (mgal)                       NAVD 88
 AX0633
 AX0633  VERT ORDER  -  FIRST     CLASS I
 AX0633
 AX0633.The horizontal coordinates were scaled from a topographic map and have
 AX0633.an estimated accuracy of +/- 6 seconds.
 AX0633
 AX0633.The orthometric height was determined by differential leveling
 AX0633.and adjusted by the National Geodetic Survey in June 1991..
 AX0633
 AX0633.The geoid height was determined by GEOID03.
 AX0633
 AX0633.The dynamic height is computed by dividing the NAVD 88
 AX0633.geopotential number by the normal gravity value computed on the
 AX0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0633.degrees latitude (g = 980.6199 gals.).
 AX0633
 AX0633.The modeled gravity was interpolated from observed gravity values.
 AX0633
 AX0633;                    North         East    Units  Estimated Accuracy
 AX0633;SPC TXSC     - 4,150,330.      819,890.      MT  (+/- 180 meters Scaled)
 AX0633
 AX0633                          SUPERSEDED SURVEY CONTROL
 AX0633
 AX0633  NGVD 29 (??/??/92)   35.377  (m)          116.07   (f) ADJ UNCH    1 1
 AX0633
 AX0633.Superseded values are not recommended for survey control.
 AX0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0633.See file dsdata.txt to determine how the superseded data were derived.
 AX0633
 AX0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT198289(NAD 83)
 AX0633_MARKER: DB = BENCH MARK DISK
 AX0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0633_STAMPING: Y 330 1935
 AX0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0633+STABILITY: SURFACE MOTION
 AX0633
 AX0633  HISTORY     - Date     Condition        Report By
 AX0633  HISTORY     - 1935     MONUMENTED       CGS
 AX0633  HISTORY     - 1972     GOOD             NGS
 AX0633
 AX0633                          STATION DESCRIPTION
 AX0633
 AX0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0633'7.15 MI S FROM SPEAKS.
 AX0633'ABOUT 0.9 MILE SOUTH ALONG FARM TO MARKET ROAD NO. 530 FROM THE POST
 AX0633'OFFICE AND STORE AT SPEAKS, THENCE 6.25 MILES SOUTH AND SOUTHWEST
 AX0633'ALONG SPEAKS ROAD ( A GRAVEL ROAD), ABOUT 0.25 MILE SOUTH OF A PIPE
 AX0633'LINE CROSSING THE ROAD, 265 FEET NORTHWEST OF THE CENTER OF A CATTLE
 AX0633'GUARD ACROSS THE ROAD, 223 FEET SOUTHWEST OF THE CENTER OF THE
 AX0633'JUNCTION OF A DRIVEWAY LEADING EAST TO A BRICK HOUSE, 80 FEET
 AX0633'SOUTHWEST OF A POWER LINE POLE WITH A TRANSFORMER, 36 FEET WEST OF THE
 AX0633'CENTER LINE OF THE ROAD, 3.8 FEET WEST OF A FENCE LINE, 4 FEET WEST OF
 AX0633'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 AX0633'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 AX0633'NOTE-- THE MARK MAY BE REACHED FROM MORALES BY GOING 0.25 MILE EAST
 AX0633'ALONG A BLACK TOP ROAD FROM THE MORALES BAPTIST CHURCH, THENCE 0.5
 AX0633'MILE NORTH ALONG A BLACK TOP ROAD, THENCE 1.65 MILES EAST ALONG UPPER
 AX0633'CORDELE ROAD, THENCE 2.3 MILES NORTH ALONG SPEAKS ROAD TO MARK ON
 AX0633'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0745 ***********************************************************************
 AN0745  DESIGNATION -  Y 331
 AN0745  PID         -  AN0745
 AN0745  STATE/COUNTY-  TX/VICTORIA
 AN0745  USGS QUAD   -  VICTORIA EAST (1995)
 AN0745
 AN0745                         *CURRENT SURVEY CONTROL
 AN0745  ___________________________________________________________________
 AN0745* NAD 83(1986)-  28 50 23.     (N)    096 54 42.     (W)     SCALED    
 AN0745* NAVD 88     -        29.76   (+/-2cm)      97.6    (feet)  VERTCON   
 AN0745  ___________________________________________________________________
 AN0745  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0745
 AN0745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0745
 AN0745.The horizontal coordinates were scaled from a topographic map and have
 AN0745.an estimated accuracy of +/- 6 seconds.
 AN0745
 AN0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0745.The vertical order pertains to the NGVD 29 superseded value.
 AN0745
 AN0745.The geoid height was determined by GEOID03.
 AN0745
 AN0745;                    North         East    Units  Estimated Accuracy
 AN0745;SPC TXSC     - 4,113,360.      803,770.      MT  (+/- 180 meters Scaled)
 AN0745
 AN0745                          SUPERSEDED SURVEY CONTROL
 AN0745
 AN0745  NGVD 29 (??/??/92)   29.842  (m)           97.91   (f) ADJ UNCH    2 0
 AN0745
 AN0745.Superseded values are not recommended for survey control.
 AN0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0745.See file dsdata.txt to determine how the superseded data were derived.
 AN0745
 AN0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS037920(NAD 83)
 AN0745_MARKER: DB = BENCH MARK DISK
 AN0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0745_STAMPING: Y 331 1935
 AN0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0745+STABILITY: SURFACE MOTION
 AN0745
 AN0745  HISTORY     - Date     Condition        Report By
 AN0745  HISTORY     - 1935     MONUMENTED       CGS
 AN0745  HISTORY     - 1964     GOOD             NGS
 AN0745
 AN0745                          STATION DESCRIPTION
 AN0745
 AN0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AN0745'6.5 MI NE FROM VICTORIA.
 AN0745'6.5 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0745'STATION AT VICTORIA, VICTORIA COUNTY, 75 FEET NORTH OF MILEPOST 85, 33
 AN0745'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AND 9 FEET SOUTHEAST
 AN0745'OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE POST. NOTE--
 AN0745'THE RIGHT-OF-WAY FENCE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1570 ***********************************************************************
 AN1570  DESIGNATION -  Y 332
 AN1570  PID         -  AN1570
 AN1570  STATE/COUNTY-  TX/BEE
 AN1570  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1570
 AN1570                         *CURRENT SURVEY CONTROL
 AN1570  ___________________________________________________________________
 AN1570* NAD 83(1986)-  28 29 29.     (N)    097 38 49.     (W)     SCALED    
 AN1570* NAVD 88     -        66.98   (+/-2cm)     219.8    (feet)  VERTCON   
 AN1570  ___________________________________________________________________
 AN1570  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1570
 AN1570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1570
 AN1570.The horizontal coordinates were scaled from a topographic map and have
 AN1570.an estimated accuracy of +/- 6 seconds.
 AN1570
 AN1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1570.The vertical order pertains to the NGVD 29 superseded value.
 AN1570
 AN1570.The geoid height was determined by GEOID03.
 AN1570
 AN1570;                    North         East    Units  Estimated Accuracy
 AN1570;SPC TXSC     - 4,073,700.      732,470.      MT  (+/- 180 meters Scaled)
 AN1570
 AN1570                          SUPERSEDED SURVEY CONTROL
 AN1570
 AN1570  NGVD 29 (??/??/92)   67.00   (m)          219.8    (f) COMPUTED    2 0
 AN1570
 AN1570.Superseded values are not recommended for survey control.
 AN1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1570.See file dsdata.txt to determine how the superseded data were derived.
 AN1570
 AN1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS324523(NAD 83)
 AN1570_MARKER: DB = BENCH MARK DISK
 AN1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1570_STAMPING: Y 332 1935
 AN1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1570+STABILITY: SURFACE MOTION
 AN1570
 AN1570  HISTORY     - Date     Condition        Report By
 AN1570  HISTORY     - 1935     MONUMENTED       CGS
 AN1570  HISTORY     - 1943     GOOD             NGS
 AN1570  HISTORY     - 19960727 GOOD             USPSQD
 AN1570
 AN1570                          STATION DESCRIPTION
 AN1570
 AN1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1570'4.35 MI SW FROM BERCLAIR.
 AN1570'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AN1570'STATION AT BERCLAIR, PROCEED 4.35 MILES SOUTHWESTERLY ALONG THE TRACK
 AN1570'TO SITE OF BENCH MARK.  BENCH MARK IS 47.3 FEET NORTHWEST OF AND ABOUT
 AN1570'THE SAME ELEVATION AS THE CENTERLINE OF THE TRACK.  IT IS 15.2 FEET
 AN1570'WEST OF THE FOURTH POLE SOUTHWEST OF MILE POST NO.137, 2.4 FEET
 AN1570'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE AND 1.8 FOOT SOUTHWEST
 AN1570'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT. A
 AN1570'DISK SET IN A CONCRETE POST.
 AN1570
 AN1570                          STATION RECOVERY (1996)
 AN1570
 AN1570'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1064 ***********************************************************************
 AX1064  DESIGNATION -  Y 333
 AX1064  PID         -  AX1064
 AX1064  STATE/COUNTY-  TX/FAYETTE
 AX1064  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1064
 AX1064                         *CURRENT SURVEY CONTROL
 AX1064  ___________________________________________________________________
 AX1064* NAD 83(1986)-  29 54 17.     (N)    096 50 28.     (W)     SCALED    
 AX1064* NAVD 88     -        79.64   (+/-2cm)     261.3    (feet)  VERTCON   
 AX1064  ___________________________________________________________________
 AX1064  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AX1064
 AX1064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1064
 AX1064.The horizontal coordinates were scaled from a topographic map and have
 AX1064.an estimated accuracy of +/- 6 seconds.
 AX1064
 AX1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1064.The vertical order pertains to the NGVD 29 superseded value.
 AX1064
 AX1064.The geoid height was determined by GEOID03.
 AX1064
 AX1064;                    North         East    Units  Estimated Accuracy
 AX1064;SPC TXSC     - 4,231,490.      808,470.      MT  (+/- 180 meters Scaled)
 AX1064
 AX1064                          SUPERSEDED SURVEY CONTROL
 AX1064
 AX1064  NGVD 29 (??/??/92)   79.597  (m)          261.14   (f) ADJ UNCH    2 0
 AX1064
 AX1064.Superseded values are not recommended for survey control.
 AX1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1064.See file dsdata.txt to determine how the superseded data were derived.
 AX1064
 AX1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU084101(NAD 83)
 AX1064_MARKER: DB = BENCH MARK DISK
 AX1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1064_STAMPING: Y 333 1935
 AX1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1064+STABILITY: SURFACE MOTION
 AX1064
 AX1064  HISTORY     - Date     Condition        Report By
 AX1064  HISTORY     - 1935     MONUMENTED       CGS
 AX1064
 AX1064                          STATION DESCRIPTION
 AX1064
 AX1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1064'2.4 MI E FROM LA GRANGE.
 AX1064'2.4 MILES EAST ALONG THE ABANDONED SOUTHERN PACIFIC RAILROAD FROM THE
 AX1064'ABANDONED STATION AT LA GRANGE, FAYETTE COUNTY, 0.2 MILE EAST OF
 AX1064'MILEPOST 23, AT A ROAD CROSSING, 22 FEET EAST OF THE CENTERLINE OF THE
 AX1064'ROAD, IN LINE WITH CATTLEGUARD 22 D, AND 18 FEET SOUTH OF THE
 AX1064'CENTERLINE OF THE RAILROAD BED.  A STANDARD DISK STAMPED Y 333 1935
 AX1064'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0401 ***********************************************************************
 BY0401  DESIGNATION -  Y 335
 BY0401  PID         -  BY0401
 BY0401  STATE/COUNTY-  TX/SABINE
 BY0401  USGS QUAD   -  BRONSON (1984)
 BY0401
 BY0401                         *CURRENT SURVEY CONTROL
 BY0401  ___________________________________________________________________
 BY0401* NAD 83(1986)-  31 20 48.     (N)    094 01 34.     (W)     SCALED    
 BY0401* NAVD 88     -        91.938  (meters)     301.63   (feet)  ADJUSTED  
 BY0401  ___________________________________________________________________
 BY0401  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY0401  DYNAMIC HT  -          91.823 (meters)     301.26  (feet)  COMP
 BY0401  MODELED GRAV-     979,384.6   (mgal)                       NAVD 88
 BY0401
 BY0401  VERT ORDER  -  FIRST     CLASS II
 BY0401
 BY0401.The horizontal coordinates were scaled from a topographic map and have
 BY0401.an estimated accuracy of +/- 6 seconds.
 BY0401
 BY0401.The orthometric height was determined by differential leveling
 BY0401.and adjusted by the National Geodetic Survey in June 1991..
 BY0401
 BY0401.The geoid height was determined by GEOID03.
 BY0401
 BY0401.The dynamic height is computed by dividing the NAVD 88
 BY0401.geopotential number by the normal gravity value computed on the
 BY0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0401.degrees latitude (g = 980.6199 gals.).
 BY0401
 BY0401.The modeled gravity was interpolated from observed gravity values.
 BY0401
 BY0401;                    North         East    Units  Estimated Accuracy
 BY0401;SPC TX C     - 3,203,250.    1,299,800.      MT  (+/- 180 meters Scaled)
 BY0401
 BY0401                          SUPERSEDED SURVEY CONTROL
 BY0401
 BY0401  NGVD 29 (??/??/??)   91.957  (m)          301.70   (f) ADJUSTED    1 2
 BY0401
 BY0401.Superseded values are not recommended for survey control.
 BY0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0401.See file dsdata.txt to determine how the superseded data were derived.
 BY0401
 BY0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ023684(NAD 83)
 BY0401_MARKER: DB = BENCH MARK DISK
 BY0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0401_STAMPING: Y 335 1952
 BY0401_PROJECTION: PROJECTING 20 CENTIMETERS
 BY0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0401+STABILITY: SURFACE MOTION
 BY0401
 BY0401  HISTORY     - Date     Condition        Report By
 BY0401  HISTORY     - 1952     MONUMENTED       CGS
 BY0401  HISTORY     - 1979     GOOD             NGS
 BY0401  HISTORY     - 20010508 GOOD             USPSQD
 BY0401
 BY0401                          STATION DESCRIPTION
 BY0401
 BY0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0401'0.75 MI W FROM BRONSON.
 BY0401'0.75 MILE WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0401'HIGHWAY 96 AT BRONSON, 90 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 BY0401'WOODEN BRIDGE, 46 FEET NORTHWEST OF THE CENTER LINE OF A WOODS ROAD
 BY0401'LEADING NORTH, 46 FEET NORTHEAST OF THE CENTER LINE OF THE CLAY ROAD,
 BY0401'33.4 FEET SOUTH OF A GUM TREE, 6 FEET ABOVE THE LEVEL OF THE ROAD, 1
 BY0401'FOOT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0401'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0401
 BY0401                          STATION RECOVERY (1979)
 BY0401
 BY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0401'OMIT-90.0 FT. EAST OF THE NORTHEAST CORNER OF A WOODEN BRIDGE AND
 BY0401'46.0 FT. NORTHWEST OF THE CENTERLINE OF WOODS ROAD NORTH, 46.0 FT.
 BY0401'NORTHEAST OF THE CENTERLINE OF CLAY ROAD, 33.4 FT. SOUTH OF A GUM
 BY0401'TREE.
 BY0401'ADD-101.0 FT. NORTHWEST OF A POWERLINE POLE, 42.0 FT.
 BY0401'NORTH-NORTHEAST OF THE CENTERLINE OF A GRADED CLAY AND SAND ROAD,
 BY0401'98.0 FT. WEST OF THE CENTERLINE OF A SAND ROAD LEADING NORTH INTO
 BY0401'A FIELD.
 BY0401
 BY0401                          STATION RECOVERY (2001)
 BY0401
 BY0401'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BY0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0450 ***********************************************************************
 BY0450  DESIGNATION -  Y 336
 BY0450  PID         -  BY0450
 BY0450  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0450  USGS QUAD   -  BRONSON (1984)
 BY0450
 BY0450                         *CURRENT SURVEY CONTROL
 BY0450  ___________________________________________________________________
 BY0450* NAD 83(1986)-  31 16 12.     (N)    094 04 54.     (W)     SCALED    
 BY0450* NAVD 88     -        82.51   (+/-2cm)     270.7    (feet)  VERTCON   
 BY0450  ___________________________________________________________________
 BY0450  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BY0450
 BY0450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0450
 BY0450.The horizontal coordinates were scaled from a topographic map and have
 BY0450.an estimated accuracy of +/- 6 seconds.
 BY0450
 BY0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0450.The vertical order pertains to the NGVD 29 superseded value.
 BY0450
 BY0450.The geoid height was determined by GEOID03.
 BY0450
 BY0450;                    North         East    Units  Estimated Accuracy
 BY0450;SPC TX C     - 3,194,460.    1,295,000.      MT  (+/- 180 meters Scaled)
 BY0450
 BY0450                          SUPERSEDED SURVEY CONTROL
 BY0450
 BY0450  NGVD 29 (??/??/92)   82.525  (m)          270.75   (f) ADJ UNCH    2 0
 BY0450
 BY0450.Superseded values are not recommended for survey control.
 BY0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0450.See file dsdata.txt to determine how the superseded data were derived.
 BY0450
 BY0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ970600(NAD 83)
 BY0450_MARKER: DB = BENCH MARK DISK
 BY0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0450_STAMPING: Y 336 1952
 BY0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0450+STABILITY: SURFACE MOTION
 BY0450
 BY0450  HISTORY     - Date     Condition        Report By
 BY0450  HISTORY     - 1952     MONUMENTED       CGS
 BY0450
 BY0450                          STATION DESCRIPTION
 BY0450
 BY0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0450'22.4 MI S FROM SAN AUGUSTINE.
 BY0450'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0450'SAN AUGUSTINE, THENCE 10.65 MILES SOUTH ALONG FARM ROAD 705, THENCE
 BY0450'3.1 MILES EAST ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH A DIRT
 BY0450'ROAD LEADING SOUTHWEST, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BY0450'ROAD LEADING SOUTHWEST, 46 FEET NORTH OF AN 18-INCH OAK TREE, 8 FEET
 BY0450'SOUTHEAST OF A 14-INCH PINE TREE, 1.3 FEET SOUTHEAST OF A WITNESS
 BY0450'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BY0450'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0166 ***********************************************************************
 GL0166  DESIGNATION -  Y 338
 GL0166  PID         -  GL0166
 GL0166  STATE/COUNTY-  TX/DALLAM
 GL0166  USGS QUAD   -  CONLEN (1965)
 GL0166
 GL0166                         *CURRENT SURVEY CONTROL
 GL0166  ___________________________________________________________________
 GL0166* NAD 83(1986)-  36 13 33.     (N)    102 14 27.     (W)     SCALED    
 GL0166* NAVD 88     -      1163.645  (meters)    3817.73   (feet)  ADJUSTED  
 GL0166  ___________________________________________________________________
 GL0166  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 GL0166  DYNAMIC HT  -        1162.335 (meters)    3813.43  (feet)  COMP
 GL0166  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 GL0166
 GL0166  VERT ORDER  -  SECOND    CLASS 0
 GL0166
 GL0166.The horizontal coordinates were scaled from a topographic map and have
 GL0166.an estimated accuracy of +/- 6 seconds.
 GL0166
 GL0166.The orthometric height was determined by differential leveling
 GL0166.and adjusted by the National Geodetic Survey in June 1991..
 GL0166
 GL0166.The geoid height was determined by GEOID03.
 GL0166
 GL0166.The dynamic height is computed by dividing the NAVD 88
 GL0166.geopotential number by the normal gravity value computed on the
 GL0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0166.degrees latitude (g = 980.6199 gals.).
 GL0166
 GL0166.The modeled gravity was interpolated from observed gravity values.
 GL0166
 GL0166;                    North         East    Units  Estimated Accuracy
 GL0166;SPC TX N     - 1,247,190.      133,400.      MT  (+/- 180 meters Scaled)
 GL0166
 GL0166                          SUPERSEDED SURVEY CONTROL
 GL0166
 GL0166.No superseded survey control is available for this station.
 GL0166
 GL0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA479125(NAD 83)
 GL0166_MARKER: DB = BENCH MARK DISK
 GL0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0166_STAMPING: Y 338 1952
 GL0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0166+STABILITY: SURFACE MOTION
 GL0166
 GL0166  HISTORY     - Date     Condition        Report By
 GL0166  HISTORY     - 1952     MONUMENTED       CGS
 GL0166
 GL0166                          STATION DESCRIPTION
 GL0166
 GL0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0166'0.5 MI S FROM CONLEN.
 GL0166'0.5 MILE SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S. HIGHWAY
 GL0166'54 AT CONLEN, 86 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST,
 GL0166'87 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 37 FEET NORTHEAST OF
 GL0166'A FENCE CORNER.  158 FEET SOUTHWEST OF ANOTHER FENCE CORNER, 1 FOOT
 GL0166'NORTHWEST OF A FENCE.  2.3 FEET SOUTHWEST OF A WITNESS POST, SET IN
 GL0166'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1256 ***********************************************************************
 AY1256  DESIGNATION -  Y 34
 AY1256  PID         -  AY1256
 AY1256  STATE/COUNTY-  TX/MEDINA
 AY1256  USGS QUAD   -  HONDO (1982)
 AY1256
 AY1256                         *CURRENT SURVEY CONTROL
 AY1256  ___________________________________________________________________
 AY1256* NAD 83(1986)-  29 20 39.     (N)    099 08 17.     (W)     SCALED    
 AY1256* NAVD 88     -       270.198  (meters)     886.47   (feet)  ADJUSTED  
 AY1256  ___________________________________________________________________
 AY1256  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AY1256  DYNAMIC HT  -         269.806 (meters)     885.19  (feet)  COMP
 AY1256  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 AY1256
 AY1256  VERT ORDER  -  FIRST     CLASS II
 AY1256
 AY1256.The horizontal coordinates were scaled from a topographic map and have
 AY1256.an estimated accuracy of +/- 6 seconds.
 AY1256
 AY1256.The orthometric height was determined by differential leveling
 AY1256.and adjusted by the National Geodetic Survey in June 1991..
 AY1256
 AY1256.The geoid height was determined by GEOID03.
 AY1256
 AY1256.The dynamic height is computed by dividing the NAVD 88
 AY1256.geopotential number by the normal gravity value computed on the
 AY1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1256.degrees latitude (g = 980.6199 gals.).
 AY1256
 AY1256.The modeled gravity was interpolated from observed gravity values.
 AY1256
 AY1256;                    North         East    Units  Estimated Accuracy
 AY1256;SPC TXSC     - 4,167,450.      586,600.      MT  (+/- 180 meters Scaled)
 AY1256
 AY1256                          SUPERSEDED SURVEY CONTROL
 AY1256
 AY1256  NGVD 29 (??/??/92)  270.065  (m)          886.04   (f) ADJ UNCH    1 2
 AY1256
 AY1256.Superseded values are not recommended for survey control.
 AY1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1256.See file dsdata.txt to determine how the superseded data were derived.
 AY1256
 AY1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT865461(NAD 83)
 AY1256_MARKER: DB = BENCH MARK DISK
 AY1256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1256_SP_SET: BUILDING
 AY1256_STAMPING: Y 34 1917 ELEV 885.953 FT
 AY1256_MARK LOGO: CGS   
 AY1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1256+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1256
 AY1256  HISTORY     - Date     Condition        Report By
 AY1256  HISTORY     - 1917     MONUMENTED       CGS
 AY1256  HISTORY     - 1957     GOOD             NGS
 AY1256  HISTORY     - 1982     GOOD             NGS
 AY1256  HISTORY     - 1988     GOOD             USPSQD
 AY1256  HISTORY     - 1990     GOOD             USPSQD
 AY1256  HISTORY     - 19910613 GOOD             USPSQD
 AY1256  HISTORY     - 19950502 POOR             USPSQD
 AY1256  HISTORY     - 19970210 GOOD             USPSQD
 AY1256  HISTORY     - 20011227 GOOD             USPSQD
 AY1256  HISTORY     - 20050521 GOOD             USPSQD
 AY1256
 AY1256                          STATION DESCRIPTION
 AY1256
 AY1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1256'IN HONDO.
 AY1256'AT HONDO, AT THE LACY ELEMENTARY SCHOOL WHICH WAS FORMERLY THE HONDO
 AY1256'HIGH SCHOOL, 7.6 FEET WEST OF THE CENTER LINE OF A SIDEWALK LEADING TO
 AY1256'THE NORTHWEST ENTRANCE TO THE BUILDING, 2.1 FEET WEST OF THE NORTHEAST
 AY1256'CORNER OF THE 1ST L PART OF THE BUILDING, 2.3 FEET ABOVE THE GROUND,
 AY1256'SET VERTICALLY IN THE NORTH WALL OF THE SCHOOL BUILDING. NOTE-- THIS
 AY1256'MARK MAY BE COVERED OVER BY A HEAVY GROWTH OF IVY.
 AY1256
 AY1256                          STATION RECOVERY (1982)
 AY1256
 AY1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1256'RECOVERED THIS DATE, NOTE, LOCATED AT THE JUNCTION OF 22ND STREET AND
 AY1256'AVENUE 1 IN HONDO, BUILDING IS NOW SCHOOL BUS MAINTENCE BUILDING.
 AY1256
 AY1256                          STATION RECOVERY (1988)
 AY1256
 AY1256'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1256'RECOVERED IN GOOD CONDITION.
 AY1256
 AY1256                          STATION RECOVERY (1990)
 AY1256
 AY1256'RECOVERY NOTE BY US POWER SQUADRON 1990 (HLJ)
 AY1256'RECOVERED IN GOOD CONDITION.
 AY1256
 AY1256                          STATION RECOVERY (1991)
 AY1256
 AY1256'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1256'RECOVERED IN GOOD CONDITION.
 AY1256
 AY1256                          STATION RECOVERY (1995)
 AY1256
 AY1256'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1256'MARK RECOVERED IN POOR CONDITION.
 AY1256
 AY1256                          STATION RECOVERY (1997)
 AY1256
 AY1256'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1256'RECOVERED IN GOOD CONDITION.
 AY1256
 AY1256                          STATION RECOVERY (2001)
 AY1256
 AY1256'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1256'RECOVERED IN GOOD CONDITION.
 AY1256
 AY1256                          STATION RECOVERY (2005)
 AY1256
 AY1256'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1256'COVER BY IVY HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0219 ***********************************************************************
 CA0219  DESIGNATION -  Y 340
 CA0219  PID         -  CA0219
 CA0219  STATE/COUNTY-  TX/SAN SABA
 CA0219  USGS QUAD   -  RICHLAND SPRINGS (1979)
 CA0219
 CA0219                         *CURRENT SURVEY CONTROL
 CA0219  ___________________________________________________________________
 CA0219* NAD 83(1986)-  31 15 54.     (N)    098 55 47.     (W)     SCALED    
 CA0219* NAVD 88     -       430.446  (meters)    1412.22   (feet)  ADJUSTED  
 CA0219  ___________________________________________________________________
 CA0219  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CA0219  DYNAMIC HT  -         429.878 (meters)    1410.36  (feet)  COMP
 CA0219  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 CA0219
 CA0219  VERT ORDER  -  SECOND    CLASS 0
 CA0219
 CA0219.The horizontal coordinates were scaled from a topographic map and have
 CA0219.an estimated accuracy of +/- 6 seconds.
 CA0219
 CA0219.The orthometric height was determined by differential leveling
 CA0219.and adjusted by the National Geodetic Survey in June 1991..
 CA0219
 CA0219.The geoid height was determined by GEOID03.
 CA0219
 CA0219.The dynamic height is computed by dividing the NAVD 88
 CA0219.geopotential number by the normal gravity value computed on the
 CA0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0219.degrees latitude (g = 980.6199 gals.).
 CA0219
 CA0219.The modeled gravity was interpolated from observed gravity values.
 CA0219
 CA0219;                    North         East    Units  Estimated Accuracy
 CA0219;SPC TX C     - 3,178,030.      833,660.      MT  (+/- 180 meters Scaled)
 CA0219
 CA0219                          SUPERSEDED SURVEY CONTROL
 CA0219
 CA0219  NGVD 29 (??/??/92)  430.389  (m)         1412.03   (f) ADJ UNCH    2 0
 CA0219
 CA0219.Superseded values are not recommended for survey control.
 CA0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0219.See file dsdata.txt to determine how the superseded data were derived.
 CA0219
 CA0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV066589(NAD 83)
 CA0219_MARKER: DB = BENCH MARK DISK
 CA0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0219_STAMPING: Y 340 1935
 CA0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0219+STABILITY: SURFACE MOTION
 CA0219
 CA0219  HISTORY     - Date     Condition        Report By
 CA0219  HISTORY     - 1935     MONUMENTED       CGS
 CA0219  HISTORY     - 1975     MARK NOT FOUND   USGS
 CA0219
 CA0219                          STATION DESCRIPTION
 CA0219
 CA0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0219'1.5 MI E FROM RICHLAND SPRINGS.
 CA0219'1.5 MILE EAST OF AND ALONG THE G.C. AND S.F.R.R. AT A GRADE CROSSING.
 CA0219'60 YARDS S.E. OF MILE POST 38.  16 YARDS S.W. OF CENTER OF THE TRACK.
 CA0219'1 YARD N.E. OF THE RIGHT OF WAY FENCE.  18 YARDS WEST OF CENTER OF THE
 CA0219'ROAD.
 CA0219
 CA0219                          STATION RECOVERY (1975)
 CA0219
 CA0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CA0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0243 ***********************************************************************
 AY0243  DESIGNATION -  Y 341
 AY0243  PID         -  AY0243
 AY0243  STATE/COUNTY-  TX/WILSON
 AY0243  USGS QUAD   -  POTH (1961)
 AY0243
 AY0243                         *CURRENT SURVEY CONTROL
 AY0243  ___________________________________________________________________
 AY0243* NAD 83(1986)-  29 04 46.     (N)    098 05 18.     (W)     SCALED    
 AY0243* NAVD 88     -       133.571  (meters)     438.22   (feet)  ADJUSTED  
 AY0243  ___________________________________________________________________
 AY0243  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AY0243  DYNAMIC HT  -         133.381 (meters)     437.60  (feet)  COMP
 AY0243  MODELED GRAV-     979,218.4   (mgal)                       NAVD 88
 AY0243
 AY0243  VERT ORDER  -  FIRST     CLASS II
 AY0243
 AY0243.The horizontal coordinates were scaled from a topographic map and have
 AY0243.an estimated accuracy of +/- 6 seconds.
 AY0243
 AY0243.The orthometric height was determined by differential leveling
 AY0243.and adjusted by the National Geodetic Survey in June 1991..
 AY0243
 AY0243.The geoid height was determined by GEOID03.
 AY0243
 AY0243.The dynamic height is computed by dividing the NAVD 88
 AY0243.geopotential number by the normal gravity value computed on the
 AY0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0243.degrees latitude (g = 980.6199 gals.).
 AY0243
 AY0243.The modeled gravity was interpolated from observed gravity values.
 AY0243
 AY0243;                    North         East    Units  Estimated Accuracy
 AY0243;SPC TXSC     - 4,138,450.      688,750.      MT  (+/- 180 meters Scaled)
 AY0243
 AY0243                          SUPERSEDED SURVEY CONTROL
 AY0243
 AY0243  NGVD 29 (??/??/92)  133.506  (m)          438.01   (f) ADJ UNCH    1 2
 AY0243
 AY0243.Superseded values are not recommended for survey control.
 AY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0243.See file dsdata.txt to determine how the superseded data were derived.
 AY0243
 AY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT887171(NAD 83)
 AY0243_MARKER: DB = BENCH MARK DISK
 AY0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0243_STAMPING: Y 341 1935
 AY0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0243+STABILITY: SURFACE MOTION
 AY0243
 AY0243  HISTORY     - Date     Condition        Report By
 AY0243  HISTORY     - 1935     MONUMENTED       CGS
 AY0243  HISTORY     - 1943     GOOD             NGS
 AY0243  HISTORY     - 1961     MARK NOT FOUND   USGS
 AY0243  HISTORY     - 1981     MARK NOT FOUND   NGS
 AY0243  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 AY0243
 AY0243                          STATION DESCRIPTION
 AY0243
 AY0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0243'0.75 MI NW FROM POTH.
 AY0243'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0243'STATION AT POTH-- PROCEED 0.75 MILE NORTHWESTERLY ALONG THE RAILROAD
 AY0243'TO SITE OF BENCH MARK.  BENCH MARK IS 43.0 FEET NORTHEAST OF AND ABOUT
 AY0243'3.5 FEET ABOVE THE CENTERLINE OF TRACK, AND 48.3 FEET SOUTHWEST OF AND
 AY0243'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF U.S. HIGHWAY NO.181. IT IS 35.0
 AY0243'FEET NORTHWEST OF THE FOURTH POLE (ABOUT 0.15 MILE) NORTHWEST OF
 AY0243'MILEPOST 36, 28.0 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD
 AY0243'CROSSING THE RAILROAD, AND 3.2 FEET NORTHWEST OF A 4X4-INCH WOODEN
 AY0243'MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AY0243
 AY0243                          STATION RECOVERY (1961)
 AY0243
 AY0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AY0243'MARK NOT FOUND.
 AY0243
 AY0243                          STATION RECOVERY (1981)
 AY0243
 AY0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0243'SEARCHED FOR, NOT RECOVERED.  BELIEVED DESTROYED BY HIGHWAY
 AY0243'CONSTRUCTION.
 AY0243
 AY0243                          STATION RECOVERY (1995)
 AY0243
 AY0243'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0026 ***********************************************************************
 AO0026  DESIGNATION -  Y 342
 AO0026  PID         -  AO0026
 AO0026  STATE/COUNTY-  TX/LIVE OAK
 AO0026  USGS QUAD   -  COMANCHE HILLS (1985)
 AO0026
 AO0026                         *CURRENT SURVEY CONTROL
 AO0026  ___________________________________________________________________
 AO0026* NAD 83(1986)-  28 36 44.     (N)    098 14 43.     (W)     SCALED    
 AO0026* NAVD 88     -        55.917  (meters)     183.45   (feet)  ADJUSTED  
 AO0026  ___________________________________________________________________
 AO0026  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AO0026  DYNAMIC HT  -          55.835 (meters)     183.19  (feet)  COMP
 AO0026  MODELED GRAV-     979,173.4   (mgal)                       NAVD 88
 AO0026
 AO0026  VERT ORDER  -  SECOND    CLASS 0
 AO0026
 AO0026.The horizontal coordinates were scaled from a topographic map and have
 AO0026.an estimated accuracy of +/- 6 seconds.
 AO0026
 AO0026.The orthometric height was determined by differential leveling
 AO0026.and adjusted by the National Geodetic Survey in June 1991..
 AO0026
 AO0026.The geoid height was determined by GEOID03.
 AO0026
 AO0026.The dynamic height is computed by dividing the NAVD 88
 AO0026.geopotential number by the normal gravity value computed on the
 AO0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0026.degrees latitude (g = 980.6199 gals.).
 AO0026
 AO0026.The modeled gravity was interpolated from observed gravity values.
 AO0026
 AO0026;                    North         East    Units  Estimated Accuracy
 AO0026;SPC TXSC     - 4,086,560.      673,810.      MT  (+/- 180 meters Scaled)
 AO0026
 AO0026                          SUPERSEDED SURVEY CONTROL
 AO0026
 AO0026  NGVD 29 (??/??/92)   55.889  (m)          183.36   (f) ADJ UNCH    2 0
 AO0026
 AO0026.Superseded values are not recommended for survey control.
 AO0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0026.See file dsdata.txt to determine how the superseded data were derived.
 AO0026
 AO0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS737652(NAD 83)
 AO0026_MARKER: DB = BENCH MARK DISK
 AO0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0026_STAMPING: Y-342-1935
 AO0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0026+STABILITY: SURFACE MOTION
 AO0026
 AO0026  HISTORY     - Date     Condition        Report By
 AO0026  HISTORY     - 1935     MONUMENTED       CGS
 AO0026  HISTORY     - 1952     GOOD             USGS
 AO0026
 AO0026                          STATION DESCRIPTION
 AO0026
 AO0026'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0026'13.0 MI SE FROM WHITSETT.
 AO0026'IN LIVE OAK COUNTY, ABOUT 10.7 MI. S. ALONG THE SAN ANTONIO, UVALDE
 AO0026'AND GULF RAILROAD FROM THE STATION AT CAMPBELLTON, ATASCOSA COUNTY,
 AO0026'ABOUT 2.3 MI. SE. OF THE STATION AT WHITSETT, ABOUT 70 YDS. SE. OF
 AO0026'MILEPOST 65+20, ABOUT 15 YDS. S. OF THE C/L OF THE TRACK, A STANDARD
 AO0026'DISK STAMPED Y-342-1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0259 ***********************************************************************
 AJ0259  DESIGNATION -  Y 343 RESET 1952
 AJ0259  PID         -  AJ0259
 AJ0259  STATE/COUNTY-  TX/BROOKS
 AJ0259  USGS QUAD   -  FALFURRIAS (1963)
 AJ0259
 AJ0259                         *CURRENT SURVEY CONTROL
 AJ0259  ___________________________________________________________________
 AJ0259* NAD 83(1986)-  27 08 55.     (N)    098 08 59.     (W)     SCALED    
 AJ0259* NAVD 88     -        34.02   (meters)     111.6    (feet)  RESET     
 AJ0259  ___________________________________________________________________
 AJ0259  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AJ0259
 AJ0259  VERT ORDER  -  THIRD
 AJ0259
 AJ0259.The horizontal coordinates were scaled from a topographic map and have
 AJ0259.an estimated accuracy of +/- 6 seconds.
 AJ0259
 AJ0259.The orthometric height was computed from unverified reset data.
 AJ0259
 AJ0259.The geoid height was determined by GEOID03.
 AJ0259
 AJ0259;                    North         East    Units  Estimated Accuracy
 AJ0259;SPC TX S     - 5,164,240.      334,720.      MT  (+/- 180 meters Scaled)
 AJ0259
 AJ0259                          SUPERSEDED SURVEY CONTROL
 AJ0259
 AJ0259.No superseded survey control is available for this station.
 AJ0259
 AJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR842031(NAD 83)
 AJ0259_MARKER: DB = BENCH MARK DISK
 AJ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0259_STAMPING: Y 343 RESET 1952
 AJ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0259+STABILITY: SURFACE MOTION
 AJ0259
 AJ0259  HISTORY     - Date     Condition        Report By
 AJ0259  HISTORY     - 1952     MONUMENTED       TXHD
 AJ0259  HISTORY     - 1954     GOOD             NGS
 AJ0259
 AJ0259                          STATION DESCRIPTION
 AJ0259
 AJ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AJ0259'5.4 MI S FROM FALFURRIAS.
 AJ0259'ABOUT 5.4 MILES SOUTH FROM THE T. AND N.O. DEPOT AT FALFURRIAS AND
 AJ0259'ALONG HIGHWAY NO. 281 AND THE T. AND N.O.R.R.  IT IS 1 FOOT EAST OF
 AJ0259'THE WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY, 25 FEET NORTH OF A
 AJ0259'TELEGRAPH POLE AND ABOUT 75 YARDS SOUTHWEST OF MILE POST 85.  A
 AJ0259'STANDARD DISK STAMPED Y 343 RESET 1952, AND IN A CONCRETE POST ABOUT
 AJ0259'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0057 ***********************************************************************
 FM0057  DESIGNATION -  Y 346
 FM0057  PID         -  FM0057
 FM0057  STATE/COUNTY-  TX/MOORE
 FM0057  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0057
 FM0057                         *CURRENT SURVEY CONTROL
 FM0057  ___________________________________________________________________
 FM0057* NAD 83(1986)-  35 53 42.     (N)    102 06 20.     (W)     SCALED    
 FM0057* NAVD 88     -      1141.575  (meters)    3745.32   (feet)  ADJUSTED  
 FM0057  ___________________________________________________________________
 FM0057  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FM0057  DYNAMIC HT  -        1140.245 (meters)    3740.95  (feet)  COMP
 FM0057  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 FM0057
 FM0057  VERT ORDER  -  SECOND    CLASS 0
 FM0057
 FM0057.The horizontal coordinates were scaled from a topographic map and have
 FM0057.an estimated accuracy of +/- 6 seconds.
 FM0057
 FM0057.The orthometric height was determined by differential leveling
 FM0057.and adjusted by the National Geodetic Survey in June 1991..
 FM0057
 FM0057.The geoid height was determined by GEOID03.
 FM0057
 FM0057.The dynamic height is computed by dividing the NAVD 88
 FM0057.geopotential number by the normal gravity value computed on the
 FM0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0057.degrees latitude (g = 980.6199 gals.).
 FM0057
 FM0057.The modeled gravity was interpolated from observed gravity values.
 FM0057
 FM0057;                    North         East    Units  Estimated Accuracy
 FM0057;SPC TX N     - 1,210,400.      145,330.      MT  (+/- 180 meters Scaled)
 FM0057
 FM0057                          SUPERSEDED SURVEY CONTROL
 FM0057
 FM0057  NGVD 29 (??/??/92) 1141.009  (m)         3743.46   (f) ADJ UNCH    2 0
 FM0057
 FM0057.Superseded values are not recommended for survey control.
 FM0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0057.See file dsdata.txt to determine how the superseded data were derived.
 FM0057
 FM0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV612761(NAD 83)
 FM0057_MARKER: DB = BENCH MARK DISK
 FM0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0057_STAMPING: Y 346 1952
 FM0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0057+STABILITY: SURFACE MOTION
 FM0057
 FM0057  HISTORY     - Date     Condition        Report By
 FM0057  HISTORY     - 1952     MONUMENTED       CGS
 FM0057  HISTORY     - 1965     GOOD             USGS
 FM0057
 FM0057                          STATION DESCRIPTION
 FM0057
 FM0057'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FM0057'10.0 MI NW FROM DUMAS.
 FM0057'THIS MARK MAY BE REACHED FROM THE COURTHOUSE, DUMAS, BY GOING 0.5 MI.
 FM0057'N. ALONG U.S. HIGHWAY 287, THENCE 7.5 MI. W. ALONG U.S. HIGHWAY 87,
 FM0057'THENCE 2.0 MI. N. ALONG GRADED RD., 6 FT. N. AND 55 FT. E. OF T-RD.
 FM0057'LEADING W.  20 FT. E. OF FENCE CORNER AND 1.0 FT. S. OF E-W FENCE
 FM0057'LINE.  A STANDARD TABLET STAMPED Y 346 1952 AND SET IN THE TOP OF A
 FM0057'CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0130 ***********************************************************************
 FM0130  DESIGNATION -  Y 347
 FM0130  PID         -  FM0130
 FM0130  STATE/COUNTY-  TX/HARTLEY
 FM0130  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0130
 FM0130                         *CURRENT SURVEY CONTROL
 FM0130  ___________________________________________________________________
 FM0130* NAD 83(1986)-  35 52 00.     (N)    102 14 11.     (W)     SCALED    
 FM0130* NAVD 88     -      1173.689  (meters)    3850.68   (feet)  ADJUSTED  
 FM0130  ___________________________________________________________________
 FM0130  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 FM0130  DYNAMIC HT  -        1172.312 (meters)    3846.16  (feet)  COMP
 FM0130  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 FM0130
 FM0130  VERT ORDER  -  SECOND    CLASS 0
 FM0130
 FM0130.The horizontal coordinates were scaled from a topographic map and have
 FM0130.an estimated accuracy of +/- 6 seconds.
 FM0130
 FM0130.The orthometric height was determined by differential leveling
 FM0130.and adjusted by the National Geodetic Survey in June 1991..
 FM0130
 FM0130.The geoid height was determined by GEOID03.
 FM0130
 FM0130.The dynamic height is computed by dividing the NAVD 88
 FM0130.geopotential number by the normal gravity value computed on the
 FM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0130.degrees latitude (g = 980.6199 gals.).
 FM0130
 FM0130.The modeled gravity was interpolated from observed gravity values.
 FM0130
 FM0130;                    North         East    Units  Estimated Accuracy
 FM0130;SPC TX N     - 1,207,330.      133,500.      MT  (+/- 180 meters Scaled)
 FM0130
 FM0130                          SUPERSEDED SURVEY CONTROL
 FM0130
 FM0130  NGVD 29 (??/??/92) 1173.125  (m)         3848.83   (f) ADJ UNCH    2 0
 FM0130
 FM0130.Superseded values are not recommended for survey control.
 FM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0130.See file dsdata.txt to determine how the superseded data were derived.
 FM0130
 FM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV495726(NAD 83)
 FM0130_MARKER: DB = BENCH MARK DISK
 FM0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0130_STAMPING: Y 347 1952
 FM0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0130+STABILITY: SURFACE MOTION
 FM0130
 FM0130  HISTORY     - Date     Condition        Report By
 FM0130  HISTORY     - 1952     MONUMENTED       CGS
 FM0130
 FM0130                          STATION DESCRIPTION
 FM0130
 FM0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0130'9.9 MI E FROM HARTLEY.
 FM0130'9.9 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 FM0130'49 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 64 FEET EAST OF THE
 FM0130'CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH TO A FARMHOUSE, 1.6
 FM0130'FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 FM0130'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0077 ***********************************************************************
 FM0077  DESIGNATION -  Y 348
 FM0077  PID         -  FM0077
 FM0077  STATE/COUNTY-  TX/HARTLEY
 FM0077  USGS QUAD   -  HARTLEY (1973)
 FM0077
 FM0077                         *CURRENT SURVEY CONTROL
 FM0077  ___________________________________________________________________
 FM0077* NAD 83(1986)-  35 58 43.     (N)    102 24 23.     (W)     SCALED    
 FM0077* NAVD 88     -      1202.259  (meters)    3944.41   (feet)  ADJUSTED  
 FM0077  ___________________________________________________________________
 FM0077  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 FM0077  DYNAMIC HT  -        1200.856 (meters)    3939.81  (feet)  COMP
 FM0077  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 FM0077
 FM0077  VERT ORDER  -  SECOND    CLASS 0
 FM0077
 FM0077.The horizontal coordinates were scaled from a topographic map and have
 FM0077.an estimated accuracy of +/- 6 seconds.
 FM0077
 FM0077.The orthometric height was determined by differential leveling
 FM0077.and adjusted by the National Geodetic Survey in June 1991..
 FM0077
 FM0077.The geoid height was determined by GEOID03.
 FM0077
 FM0077.The dynamic height is computed by dividing the NAVD 88
 FM0077.geopotential number by the normal gravity value computed on the
 FM0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0077.degrees latitude (g = 980.6199 gals.).
 FM0077
 FM0077.The modeled gravity was interpolated from observed gravity values.
 FM0077
 FM0077;                    North         East    Units  Estimated Accuracy
 FM0077;SPC TX N     - 1,219,880.      118,260.      MT  (+/- 180 meters Scaled)
 FM0077
 FM0077                          SUPERSEDED SURVEY CONTROL
 FM0077
 FM0077  NGVD 29 (??/??/92) 1201.690  (m)         3942.54   (f) ADJ UNCH    2 0
 FM0077
 FM0077.Superseded values are not recommended for survey control.
 FM0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0077.See file dsdata.txt to determine how the superseded data were derived.
 FM0077
 FM0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV338846(NAD 83)
 FM0077_MARKER: DB = BENCH MARK DISK
 FM0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0077_STAMPING: Y 348 1952
 FM0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0077+STABILITY: SURFACE MOTION
 FM0077
 FM0077  HISTORY     - Date     Condition        Report By
 FM0077  HISTORY     - 1952     MONUMENTED       CGS
 FM0077
 FM0077                          STATION DESCRIPTION
 FM0077
 FM0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0077'6.4 MI NW FROM HARTLEY.
 FM0077'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 FM0077'HARTLEY, THENCE 5.2 MILES NORTH ALONG A GRADED DIRT ROAD, 52 FEET WEST
 FM0077'OF THE CENTER LINE OF THE ROAD, 23 FEET WEST OF A NORTH AND SOUTH
 FM0077'FENCE, 1 FOOT SOUTH OF A FENCE LEADING WEST, 1.7 FEET EAST OF A
 FM0077'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FM0077'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0775 ***********************************************************************
 AY0775  DESIGNATION -  Y 35
 AY0775  PID         -  AY0775
 AY0775  STATE/COUNTY-  TX/BEXAR
 AY0775  USGS QUAD   -  MACDONA (1991)
 AY0775
 AY0775                         *CURRENT SURVEY CONTROL
 AY0775  ___________________________________________________________________
 AY0775* NAD 83(1986)-  29 19 40.     (N)    098 40 53.     (W)     SCALED    
 AY0775* NAVD 88     -       186.246  (meters)     611.04   (feet)  ADJUSTED  
 AY0775  ___________________________________________________________________
 AY0775  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AY0775  DYNAMIC HT  -         185.978 (meters)     610.16  (feet)  COMP
 AY0775  MODELED GRAV-     979,196.7   (mgal)                       NAVD 88
 AY0775
 AY0775  VERT ORDER  -  FIRST     CLASS II
 AY0775
 AY0775.The horizontal coordinates were scaled from a topographic map and have
 AY0775.an estimated accuracy of +/- 6 seconds.
 AY0775
 AY0775.The orthometric height was determined by differential leveling
 AY0775.and adjusted by the National Geodetic Survey in June 1991..
 AY0775
 AY0775.The geoid height was determined by GEOID03.
 AY0775
 AY0775.The dynamic height is computed by dividing the NAVD 88
 AY0775.geopotential number by the normal gravity value computed on the
 AY0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0775.degrees latitude (g = 980.6199 gals.).
 AY0775
 AY0775.The modeled gravity was interpolated from observed gravity values.
 AY0775
 AY0775;                    North         East    Units  Estimated Accuracy
 AY0775;SPC TXSC     - 4,165,670.      630,940.      MT  (+/- 180 meters Scaled)
 AY0775
 AY0775                          SUPERSEDED SURVEY CONTROL
 AY0775
 AY0775  NGVD 29 (??/??/92)  186.117  (m)          610.62   (f) ADJ UNCH    1 2
 AY0775
 AY0775.Superseded values are not recommended for survey control.
 AY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0775.See file dsdata.txt to determine how the superseded data were derived.
 AY0775
 AY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT309443(NAD 83)
 AY0775_MARKER: DB = BENCH MARK DISK
 AY0775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0775_SP_SET: ABUTMENT
 AY0775_STAMPING: Y 35 1917 ELEV 610.59 FT
 AY0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0775
 AY0775  HISTORY     - Date     Condition        Report By
 AY0775  HISTORY     - 1917     MONUMENTED       CGS
 AY0775  HISTORY     - 1956     GOOD             NGS
 AY0775  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0775  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0775
 AY0775                          STATION DESCRIPTION
 AY0775
 AY0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0775'0.8 MI E FROM MACDONA.
 AY0775'0.8 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0775'STATION SIGN AT MACDONA, 6.8 FEET SOUTH OF THE SOUTH RAIL, 0.5 FOOT
 AY0775'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE
 AY0775'EAST CONCRETE ABUTMENT OF BRIDGE 225.82 OVER THE HIGH WATER CHANNEL OF
 AY0775'THE MEDINA RIVER.
 AY0775
 AY0775                          STATION RECOVERY (1986)
 AY0775
 AY0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0775'MARK NOT FOUND.
 AY0775
 AY0775                          STATION RECOVERY (1999)
 AY0775
 AY0775'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1808 ***********************************************************************
 AX1808  DESIGNATION -  Y 350
 AX1808  PID         -  AX1808
 AX1808  STATE/COUNTY-  TX/DE WITT
 AX1808  USGS QUAD   -  YOAKUM (1987)
 AX1808
 AX1808                         *CURRENT SURVEY CONTROL
 AX1808  ___________________________________________________________________
 AX1808* NAD 83(1986)-  29 18 48.     (N)    097 13 40.     (W)     SCALED    
 AX1808* NAVD 88     -       120.61   (+/-2cm)     395.7    (feet)  VERTCON   
 AX1808  ___________________________________________________________________
 AX1808  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX1808
 AX1808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1808
 AX1808.The horizontal coordinates were scaled from a topographic map and have
 AX1808.an estimated accuracy of +/- 6 seconds.
 AX1808
 AX1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1808.The vertical order pertains to the NGVD 29 superseded value.
 AX1808
 AX1808.The geoid height was determined by GEOID03.
 AX1808
 AX1808;                    North         East    Units  Estimated Accuracy
 AX1808;SPC TXSC     - 4,165,330.      772,130.      MT  (+/- 180 meters Scaled)
 AX1808
 AX1808                          SUPERSEDED SURVEY CONTROL
 AX1808
 AX1808  NGVD 29 (??/??/92)  120.591  (m)          395.64   (f) ADJ UNCH    2 0
 AX1808
 AX1808.Superseded values are not recommended for survey control.
 AX1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1808.See file dsdata.txt to determine how the superseded data were derived.
 AX1808
 AX1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT721440(NAD 83)
 AX1808_MARKER: DB = BENCH MARK DISK
 AX1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1808_STAMPING: Y 350 1935
 AX1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1808+STABILITY: SURFACE MOTION
 AX1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1808+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX1808
 AX1808  HISTORY     - Date     Condition        Report By
 AX1808  HISTORY     - 1935     MONUMENTED       CGS
 AX1808  HISTORY     - 20030517 GOOD             USPSQD
 AX1808
 AX1808                          STATION DESCRIPTION
 AX1808
 AX1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1808'4 MI E FROM HOCHHEIM.
 AX1808'4.0 MILES EAST ALONG STATE HIGHWAY 111 FROM HOCHHEIM, DE WITT, COUNTY,
 AX1808'42 YARDS SOUTH OF A LARGE CHURCH, 46 FEET NORTH OF THE CENTERLINE OF
 AX1808'THE HIGHWAY, 10 FEET WEST OF THE CENTER OF AN IRON GATE, AND AT A
 AX1808'FENCE.  A STANDARD DISK, STAMPED Y 350 1935 AND SET IN THE TOP OF A
 AX1808'CONCRETE POST.
 AX1808
 AX1808                          STATION RECOVERY (2003)
 AX1808
 AX1808'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX1808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0210 ***********************************************************************
 AE0210  DESIGNATION -  Y 351
 AE0210  PID         -  AE0210
 AE0210  STATE/COUNTY-  TX/HIDALGO
 AE0210  USGS QUAD   -  LINN SIDING (1982)
 AE0210
 AE0210                         *CURRENT SURVEY CONTROL
 AE0210  ___________________________________________________________________
 AE0210* NAD 83(1986)-  26 30 51.     (N)    098 07 47.     (W)     SCALED    
 AE0210* NAVD 88     -        25.521  (meters)      83.73   (feet)  ADJUSTED  
 AE0210  ___________________________________________________________________
 AE0210  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0210  DYNAMIC HT  -          25.480 (meters)      83.60  (feet)  COMP
 AE0210  MODELED GRAV-     979,036.3   (mgal)                       NAVD 88
 AE0210
 AE0210  VERT ORDER  -  SECOND    CLASS 0
 AE0210
 AE0210.The horizontal coordinates were scaled from a topographic map and have
 AE0210.an estimated accuracy of +/- 6 seconds.
 AE0210
 AE0210.The orthometric height was determined by differential leveling
 AE0210.and adjusted by the National Geodetic Survey in June 1991..
 AE0210
 AE0210.The geoid height was determined by GEOID03.
 AE0210
 AE0210.The dynamic height is computed by dividing the NAVD 88
 AE0210.geopotential number by the normal gravity value computed on the
 AE0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0210.degrees latitude (g = 980.6199 gals.).
 AE0210
 AE0210.The modeled gravity was interpolated from observed gravity values.
 AE0210
 AE0210;                    North         East    Units  Estimated Accuracy
 AE0210;SPC TX S     - 5,093,950.      336,910.      MT  (+/- 180 meters Scaled)
 AE0210
 AE0210                          SUPERSEDED SURVEY CONTROL
 AE0210
 AE0210  NGVD 29 (??/??/92)   25.633  (m)           84.10   (f) ADJ UNCH    2 0
 AE0210
 AE0210.Superseded values are not recommended for survey control.
 AE0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0210.See file dsdata.txt to determine how the superseded data were derived.
 AE0210
 AE0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ867329(NAD 83)
 AE0210_MARKER: DB = BENCH MARK DISK
 AE0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0210_STAMPING: Y-351
 AE0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0210+STABILITY: SURFACE MOTION
 AE0210
 AE0210  HISTORY     - Date     Condition        Report By
 AE0210  HISTORY     - UNK      MONUMENTED       CGS
 AE0210  HISTORY     - 1935     GOOD             NGS
 AE0210  HISTORY     - 1943     MARK NOT FOUND   NGS
 AE0210
 AE0210                          STATION DESCRIPTION
 AE0210
 AE0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0210'15.0 MI N FROM EDINBURG.
 AE0210'15.0 MILES NORTH OF AND ALONG U.S. HIGHWAY 281.  39 FEET EAST OF
 AE0210'CENTER LINE OF ROAD.  12 FEET WEST OF FENCE LINE.  8 FEET EAST OF A
 AE0210'ROW OF TELEPHONE POLES.
 AE0210
 AE0210                          STATION RECOVERY (1943)
 AE0210
 AE0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AE0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0150 ***********************************************************************
 FL0150  DESIGNATION -  Y 352
 FL0150  PID         -  FL0150
 FL0150  STATE/COUNTY-  TX/WHEELER
 FL0150  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0150
 FL0150                         *CURRENT SURVEY CONTROL
 FL0150  ___________________________________________________________________
 FL0150* NAD 83(1986)-  35 12 13.     (N)    100 14 38.     (W)     SCALED    
 FL0150* NAVD 88     -       706.306  (meters)    2317.27   (feet)  ADJUSTED  
 FL0150  ___________________________________________________________________
 FL0150  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0150  DYNAMIC HT  -         705.572 (meters)    2314.86  (feet)  COMP
 FL0150  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 FL0150
 FL0150  VERT ORDER  -  FIRST     CLASS II
 FL0150
 FL0150.This mark is at Shamrock Municipal Airport (2F1)
 FL0150
 FL0150.The horizontal coordinates were scaled from a topographic map and have
 FL0150.an estimated accuracy of +/- 6 seconds.
 FL0150
 FL0150.The orthometric height was determined by differential leveling
 FL0150.and adjusted by the National Geodetic Survey in June 1991..
 FL0150
 FL0150.The geoid height was determined by GEOID03.
 FL0150
 FL0150.The dynamic height is computed by dividing the NAVD 88
 FL0150.geopotential number by the normal gravity value computed on the
 FL0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0150.degrees latitude (g = 980.6199 gals.).
 FL0150
 FL0150.The modeled gravity was interpolated from observed gravity values.
 FL0150
 FL0150;                    North         East    Units  Estimated Accuracy
 FL0150;SPC TX N     - 1,134,250.      314,370.      MT  (+/- 180 meters Scaled)
 FL0150
 FL0150                          SUPERSEDED SURVEY CONTROL
 FL0150
 FL0150  NGVD 29 (??/??/92)  706.016  (m)         2316.32   (f) ADJ UNCH    1 2
 FL0150
 FL0150.Superseded values are not recommended for survey control.
 FL0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0150.See file dsdata.txt to determine how the superseded data were derived.
 FL0150
 FL0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD867963(NAD 83)
 FL0150_MARKER: DB = BENCH MARK DISK
 FL0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0150_STAMPING: Y 352 1953
 FL0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0150+STABILITY: SURFACE MOTION
 FL0150
 FL0150  HISTORY     - Date     Condition        Report By
 FL0150  HISTORY     - 1953     MONUMENTED       CGS
 FL0150  HISTORY     - 1955     GOOD             NGS
 FL0150
 FL0150                          STATION DESCRIPTION
 FL0150
 FL0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0150'1.05 MI S FROM SHAMROCK.
 FL0150'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0150'FROM THE STATION AT SHAMROCK, THENCE 0.65 MILE SOUTH ALONG U.S.
 FL0150'HIGHWAY 83, THENCE 0.15 MILE EAST ALONG 8TH STREET, THENCE 0.1 MILE
 FL0150'SOUTHEAST ACROSS THE SHAMROCK AIRPORT, AT THE NORTH EDGE OF THE
 FL0150'AIRPORT, 309 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE BEACON TOWER,
 FL0150'130 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST RUNWAY, 15 FEET
 FL0150'SOUTH OF THE SOUTH EDGE OF THE RUNWAY, 2.8 FEET WEST OF A WITNESS
 FL0150'POST, 7.8 FEET NORTHEAST OF A WIND VANE, SET IN THE TOP OF A CONCRETE
 FL0150'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0179 ***********************************************************************
 FL0179  DESIGNATION -  Y 353
 FL0179  PID         -  FL0179
 FL0179  STATE/COUNTY-  TX/WHEELER
 FL0179  USGS QUAD   -  RAMSDELL (1963)
 FL0179
 FL0179                         *CURRENT SURVEY CONTROL
 FL0179  ___________________________________________________________________
 FL0179* NAD 83(1986)-  35 12 05.     (N)    100 26 27.     (W)     SCALED    
 FL0179* NAVD 88     -       791.347  (meters)    2596.28   (feet)  ADJUSTED  
 FL0179  ___________________________________________________________________
 FL0179  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL0179  DYNAMIC HT  -         790.501 (meters)    2593.50  (feet)  COMP
 FL0179  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 FL0179
 FL0179  VERT ORDER  -  FIRST     CLASS II
 FL0179
 FL0179.The horizontal coordinates were scaled from a topographic map and have
 FL0179.an estimated accuracy of +/- 6 seconds.
 FL0179
 FL0179.The orthometric height was determined by differential leveling
 FL0179.and adjusted by the National Geodetic Survey in June 1991..
 FL0179
 FL0179.The geoid height was determined by GEOID03.
 FL0179
 FL0179.The dynamic height is computed by dividing the NAVD 88
 FL0179.geopotential number by the normal gravity value computed on the
 FL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0179.degrees latitude (g = 980.6199 gals.).
 FL0179
 FL0179.The modeled gravity was interpolated from observed gravity values.
 FL0179
 FL0179;                    North         East    Units  Estimated Accuracy
 FL0179;SPC TX N     - 1,133,800.      296,440.      MT  (+/- 180 meters Scaled)
 FL0179
 FL0179                          SUPERSEDED SURVEY CONTROL
 FL0179
 FL0179  NGVD 29 (??/??/92)  791.04   (m)         2595.3    (f) COMPUTED    1 2
 FL0179
 FL0179.Superseded values are not recommended for survey control.
 FL0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0179.See file dsdata.txt to determine how the superseded data were derived.
 FL0179
 FL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD688963(NAD 83)
 FL0179_MARKER: DB = BENCH MARK DISK
 FL0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0179_STAMPING: Y 353 1953
 FL0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0179+STABILITY: SURFACE MOTION
 FL0179
 FL0179  HISTORY     - Date     Condition        Report By
 FL0179  HISTORY     - 1953     MONUMENTED       CGS
 FL0179
 FL0179                          STATION DESCRIPTION
 FL0179
 FL0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0179'0.85 MI N FROM RAMSDELL.
 FL0179'0.25 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0179'FROM THE STATION SIGN AT RAMSDELL, THENCE 0.6 MILE NORTH ALONG A
 FL0179'GRADED DIRT ROAD, 19 FEET WEST OF THE CENTER LINE OF A ROAD, 0.15 MILE
 FL0179'NORTH OF THE ENTRANCE TO FIELDS RANCH, 56 FEET NORTHWEST OF A POWER
 FL0179'POLE, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN
 FL0179'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0341 ***********************************************************************
 FL0341  DESIGNATION -  Y 354
 FL0341  PID         -  FL0341
 FL0341  STATE/COUNTY-  TX/GRAY
 FL0341  USGS QUAD   -  ROCKLEDGE (1964)
 FL0341
 FL0341                         *CURRENT SURVEY CONTROL
 FL0341  ___________________________________________________________________
 FL0341* NAD 83(1993)-  35 11 22.17751(N)    100 48 27.11888(W)     ADJUSTED  
 FL0341* NAVD 88     -       958.891  (meters)    3145.96   (feet)  ADJUSTED  
 FL0341  ___________________________________________________________________
 FL0341  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 FL0341  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL0341  DYNAMIC HT  -         957.809 (meters)    3142.41  (feet)  COMP
 FL0341  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 FL0341
 FL0341  HORZ ORDER  -  THIRD
 FL0341  VERT ORDER  -  FIRST     CLASS II
 FL0341
 FL0341.The horizontal coordinates were established by classical geodetic methods
 FL0341.and adjusted by the National Geodetic Survey in February 1996..
 FL0341.No horizontal observational check was made to the station.
 FL0341
 FL0341.The orthometric height was determined by differential leveling
 FL0341.and adjusted by the National Geodetic Survey in June 1991..
 FL0341
 FL0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0341
 FL0341.The geoid height was determined by GEOID03.
 FL0341
 FL0341.The dynamic height is computed by dividing the NAVD 88
 FL0341.geopotential number by the normal gravity value computed on the
 FL0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0341.degrees latitude (g = 980.6199 gals.).
 FL0341
 FL0341.The modeled gravity was interpolated from observed gravity values.
 FL0341
 FL0341;                    North         East     Units Scale Factor Converg.
 FL0341;SPC TX N     - 1,132,179.271   263,062.327   MT  0.99991878   +0 24 04.7
 FL0341;SPC TX N     - 3,714,491.49    863,063.65   sFT  0.99991878   +0 24 04.7
 FL0341;UTM  14      - 3,895,553.768   335,431.527   MT  0.99993378   -1 02 30.8
 FL0341
 FL0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0341!SPC TX N     -   0.99985364  x   0.99991878  =   0.99977243
 FL0341!UTM  14      -   0.99985364  x   0.99993378  =   0.99978743
 FL0341
 FL0341                          SUPERSEDED SURVEY CONTROL
 FL0341
 FL0341  NAD 83(1993)-  35 11 22.17946(N)    100 48 27.11788(W) AD(       ) 3
 FL0341  NAD 83(1986)-  35 11 22.18244(N)    100 48 27.10976(W) AD(       ) 3
 FL0341  NAD 27      -  35 11 22.00351(N)    100 48 25.59499(W) AD(       ) 3
 FL0341  NGVD 29 (??/??/92)  958.493  (m)         3144.66   (f) ADJ UNCH    1 2
 FL0341
 FL0341.Superseded values are not recommended for survey control.
 FL0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0341.See file dsdata.txt to determine how the superseded data were derived.
 FL0341
 FL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3543295554(NAD 83)
 FL0341_MARKER: DB = BENCH MARK DISK
 FL0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0341_STAMPING: Y 354 1953
 FL0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0341+STABILITY: SURFACE MOTION
 FL0341
 FL0341  HISTORY     - Date     Condition        Report By
 FL0341  HISTORY     - 1975     MONUMENTED       NGS
 FL0341  HISTORY     - 1975     GOOD             NGS
 FL0341
 FL0341                          STATION DESCRIPTION
 FL0341
 FL0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL0341'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST-SOUTHWEST OF MCLEAN,
 FL0341'4-1/2 MILES WEST-SOUTHWEST OF ALANREED AND ALONG THE SOUTH
 FL0341'RIGHT-OF-WAY OF INTER-STATE 40.  (U.S. HWY. 66)
 FL0341'
 FL0341'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66,
 FL0341'(INTER-STATE 40) AND STATE HIGHWAY 291 IN ALANREED, GO WESTERLY ON
 FL0341'U.S. HIGHWAY 66 FOR 4.9 MILES TO STATION ON THE LEFT.  THIS IS
 FL0341'JUST BEFORE REACHING A SIDE ROAD ON THE LEFT AND SIGN ON LEFT
 FL0341'READING ROCKLEDGE.
 FL0341'
 FL0341'BENCH MARK Y 354 1953 IS A STANDARD DISK, SET IN THE TOP OF A
 FL0341'ROUND CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED
 FL0341'Y 354 1953.  IT IS 81 FEET EAST-SOUTHEAST OF A WARNING SIGN POST,
 FL0341'FOR BURIED CABLE-LINE, 44 FEET NORTH OF THE NORTH RAIL OF
 FL0341'RAIL-ROAD TRACKS, 21 FEET WEST OF A TELEPHONE POLE, 9 FEET SOUTH
 FL0341'OF THE SOUTH EDGE OF RIGHT-OF-WAY OF HIGHWAY, 1.6 FEET NORTHEAST
 FL0341'OF A METAL WITNESS POST AND 2-1/4 TELEPHONE POLES WEST OF
 FL0341'MILE-POST NO. 701.
 FL0341'
 FL0341'TO REACH BENCH MARK Y 354 1953 (AZI. MK.) FROM THE STATION, GO
 FL0341'EASTERLY ALONG THE SOUTH EDGE OF RIGHT-OF-WAY OF HIGHWAY FOR 0.1
 FL0341'MILE TO MARK.
 FL0341'
 FL0341'NEAREST TOWN--ALANREED.
 FL0341
 FL0341                          STATION RECOVERY (1975)
 FL0341
 FL0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0341'5 MI SW FROM ALANREED.
 FL0341'FROM THE INTERSECTION OF U.S. HIGHWAY 66 (INTER-STATE 40) AND STATE
 FL0341'HIGHWAY 291, IN ALANREED.  GO WESTERLY ON U.S. HIGHWAY 66 FOR 4.8
 FL0341'MILES TO MARK ON THE LEFT.  A STANDARD BENCH MARK DISK, SET IN THE TOP
 FL0341'OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES.  IT IS 81 FEET
 FL0341'EAST-SOUTHEAST OF A WARNING SIGN POST, BURIED CABLE LINE, 44 FEET
 FL0341'NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 21 FEET WEST OF TELEPHONE
 FL0341'POLE, 9 FEET SOUTH OF THE SOUTH EDGE OF THE RIGHT-OF-WAY OF HIGHWAY,
 FL0341'1.6 FEET NORTHEAST OF A METAL WITNESS POST AND 2-1/4 TELEPHONE POLES
 FL0341'WEST OF MILE POST NO. 701.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0136 ***********************************************************************
 AO0136  DESIGNATION -  Y 356
 AO0136  PID         -  AO0136
 AO0136  STATE/COUNTY-  TX/DUVAL
 AO0136  USGS QUAD   -  PIEDRA CREEK SE (1974)
 AO0136
 AO0136                         *CURRENT SURVEY CONTROL
 AO0136  ___________________________________________________________________
 AO0136* NAD 83(1986)-  28 02 42.     (N)    098 48 51.     (W)     SCALED    
 AO0136* NAVD 88     -       100.787  (meters)     330.67   (feet)  POSTED    
 AO0136  ___________________________________________________________________
 AO0136  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AO0136  DYNAMIC HT  -         100.630 (meters)     330.15  (feet)  COMP
 AO0136  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 AO0136
 AO0136  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0136
 AO0136.The horizontal coordinates were scaled from a topographic map and have
 AO0136.an estimated accuracy of +/- 6 seconds.
 AO0136
 AO0136.The orthometric height was determined by differential leveling
 AO0136.and adjusted by the National Geodetic Survey in 1992..
 AO0136.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0136.rate of 1.1 thru 2.0 mm/km.
 AO0136
 AO0136.The geoid height was determined by GEOID03.
 AO0136
 AO0136.The dynamic height is computed by dividing the NAVD 88
 AO0136.geopotential number by the normal gravity value computed on the
 AO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0136.degrees latitude (g = 980.6199 gals.).
 AO0136
 AO0136.The modeled gravity was interpolated from observed gravity values.
 AO0136
 AO0136;                    North         East    Units  Estimated Accuracy
 AO0136;SPC TX S     - 5,263,550.      269,110.      MT  (+/- 180 meters Scaled)
 AO0136
 AO0136                          SUPERSEDED SURVEY CONTROL
 AO0136
 AO0136  NGVD 29 (??/??/92)  100.774  (m)          330.62   (f) ADJ UNCH    2 0
 AO0136
 AO0136.Superseded values are not recommended for survey control.
 AO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0136.See file dsdata.txt to determine how the superseded data were derived.
 AO0136
 AO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS182022(NAD 83)
 AO0136_MARKER: DB = BENCH MARK DISK
 AO0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0136_STAMPING: Y-356 1935
 AO0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0136+STABILITY: SURFACE MOTION
 AO0136
 AO0136  HISTORY     - Date     Condition        Report By
 AO0136  HISTORY     - 1935     MONUMENTED       CGS
 AO0136  HISTORY     - 1973     MARK NOT FOUND   USGS
 AO0136
 AO0136                          STATION DESCRIPTION
 AO0136
 AO0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0136'20.4 MI NW FROM FREER.
 AO0136'20.4 MILES NORTHWEST OF AND ALONG STATE HIGHWAY 55.  DIRECTLY OPPOSITE
 AO0136'A ROAD RUNNING N. E. OFF HIGHWAY TO AN OLD OIL WELL.  40 FT. S. OF
 AO0136'CENTERLINE OF HIGHWAY.  SET IN TOP OF A CONCRETE POST.
 AO0136
 AO0136                          STATION RECOVERY (1973)
 AO0136
 AO0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AO0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0177 ***********************************************************************
 GL0177  DESIGNATION -  Y 358
 GL0177  PID         -  GL0177
 GL0177  STATE/COUNTY-  TX/SHERMAN
 GL0177  USGS QUAD   -  EXUM (1965)
 GL0177
 GL0177                         *CURRENT SURVEY CONTROL
 GL0177  ___________________________________________________________________
 GL0177* NAD 83(1986)-  36 06 38.     (N)    102 08 04.     (W)     SCALED    
 GL0177* NAVD 88     -      1138.091  (meters)    3733.89   (feet)  ADJUSTED  
 GL0177  ___________________________________________________________________
 GL0177  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 GL0177  DYNAMIC HT  -        1136.800 (meters)    3729.65  (feet)  COMP
 GL0177  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 GL0177
 GL0177  VERT ORDER  -  SECOND    CLASS 0
 GL0177
 GL0177.The horizontal coordinates were scaled from a topographic map and have
 GL0177.an estimated accuracy of +/- 6 seconds.
 GL0177
 GL0177.The orthometric height was determined by differential leveling
 GL0177.and adjusted by the National Geodetic Survey in June 1991..
 GL0177
 GL0177.The geoid height was determined by GEOID03.
 GL0177
 GL0177.The dynamic height is computed by dividing the NAVD 88
 GL0177.geopotential number by the normal gravity value computed on the
 GL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0177.degrees latitude (g = 980.6199 gals.).
 GL0177
 GL0177.The modeled gravity was interpolated from observed gravity values.
 GL0177
 GL0177;                    North         East    Units  Estimated Accuracy
 GL0177;SPC TX N     - 1,234,330.      142,880.      MT  (+/- 180 meters Scaled)
 GL0177
 GL0177                          SUPERSEDED SURVEY CONTROL
 GL0177
 GL0177.No superseded survey control is available for this station.
 GL0177
 GL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA579000(NAD 83)
 GL0177_MARKER: DB = BENCH MARK DISK
 GL0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0177_STAMPING: Y 358 1943
 GL0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0177+STABILITY: SURFACE MOTION
 GL0177
 GL0177  HISTORY     - Date     Condition        Report By
 GL0177  HISTORY     - 1943     MONUMENTED       CGS
 GL0177  HISTORY     - 1952     GOOD             NGS
 GL0177
 GL0177                          STATION DESCRIPTION
 GL0177
 GL0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0177'14.5 MI SE FROM CONLEN.
 GL0177'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0177'HIGHWAY 54 AT CONLEN, THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0177'THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD, 217 FEET SOUTHWEST OF
 GL0177'THE SOUTHWEST CORNER OF A FARMHOUSE, 11 FEET WEST OF THE CENTER LINE
 GL0177'OF A NORTH AND SOUTH TRAIL, 4 FEET WEST OF THE WEST END OF A WIRE
 GL0177'GATE, 2 FEET NORTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A
 GL0177'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0311 ***********************************************************************
 CD0311  DESIGNATION -  Y 359
 CD0311  PID         -  CD0311
 CD0311  STATE/COUNTY-  TX/CULBERSON
 CD0311  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0311
 CD0311                         *CURRENT SURVEY CONTROL
 CD0311  ___________________________________________________________________
 CD0311* NAD 83(1986)-  31 53 02.     (N)    104 49 14.     (W)     SCALED    
 CD0311* NAVD 88     -      1712.451  (meters)    5618.27   (feet)  ADJUSTED  
 CD0311  ___________________________________________________________________
 CD0311  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 CD0311  DYNAMIC HT  -        1709.746 (meters)    5609.39  (feet)  COMP
 CD0311  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 CD0311
 CD0311  VERT ORDER  -  FIRST     CLASS I
 CD0311
 CD0311.The horizontal coordinates were scaled from a topographic map and have
 CD0311.an estimated accuracy of +/- 6 seconds.
 CD0311
 CD0311.The orthometric height was determined by differential leveling
 CD0311.and adjusted by the National Geodetic Survey in June 1991..
 CD0311
 CD0311.The geoid height was determined by GEOID03.
 CD0311
 CD0311.The dynamic height is computed by dividing the NAVD 88
 CD0311.geopotential number by the normal gravity value computed on the
 CD0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0311.degrees latitude (g = 980.6199 gals.).
 CD0311
 CD0311.The modeled gravity was interpolated from observed gravity values.
 CD0311
 CD0311;                    North         East    Units  Estimated Accuracy
 CD0311;SPC TX C     - 3,254,360.      275,570.      MT  (+/- 180 meters Scaled)
 CD0311
 CD0311                          SUPERSEDED SURVEY CONTROL
 CD0311
 CD0311  NGVD 29 (??/??/92) 1711.803  (m)         5616.14   (f) ADJ UNCH    1 1
 CD0311
 CD0311.Superseded values are not recommended for survey control.
 CD0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0311.See file dsdata.txt to determine how the superseded data were derived.
 CD0311
 CD0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER169275(NAD 83)
 CD0311_MARKER: DB = BENCH MARK DISK
 CD0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0311_STAMPING: Y 359 1943
 CD0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0311+STABILITY: SURFACE MOTION
 CD0311
 CD0311  HISTORY     - Date     Condition        Report By
 CD0311  HISTORY     - 1943     MONUMENTED       CGS
 CD0311  HISTORY     - 1973     GOOD             USGS
 CD0311  HISTORY     - 1977     GOOD             NGS
 CD0311
 CD0311                          STATION DESCRIPTION
 CD0311
 CD0311'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0311'110.5 MI E FROM EL PASO.
 CD0311'ABOUT 103.0 MI EAST ALONG U.S. HWY 62 AND 180 FROM THE JCT OF LOOP 16
 CD0311'AT EL PASO.  0.75 MI SW OF THE HIGHWAY MAINTENANCE CAMP AT PINE
 CD0311'SPRINGS.  ABOUT 250 FEET EAST OF THE HWY, OPPOSITE THE NORTH END OF A
 CD0311'CUT ALONG THE HWY, 60 FEET SW OF THE CENTERLINE OF THE OLD HWY, 31
 CD0311'FEET SOUTH OF AN OLD CONCRETE HWY ROW MARKER, 15 FEET NE OF A NARROW
 CD0311'WASH, SET IN THE TOP OF A CONCRETE POST PROJ. 4 INCHES ABOVE GROUND.
 CD0311
 CD0311                          STATION RECOVERY (1977)
 CD0311
 CD0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0311'0.65 MILE SOUTH ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0311'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 0.25 MILE
 CD0311'SOUTHWEST ALONG THE 1943 ROUTE OF U.S. HIGHWAYS 62 AND 180,
 CD0311'60 FT. SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY,
 CD0311'31 FT. SOUTHEAST OF AN OLD RIGHT OF WAY MARKER,
 CD0311'15 FT. NORTHEAST OF THE NORTHEAST BANK OF A NARROW CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0850 ***********************************************************************
 AY0850  DESIGNATION -  Y 36
 AY0850  PID         -  AY0850
 AY0850  STATE/COUNTY-  TX/MEDINA
 AY0850  USGS QUAD   -  DEVINE (1982)
 AY0850
 AY0850                         *CURRENT SURVEY CONTROL
 AY0850  ___________________________________________________________________
 AY0850* NAD 83(1986)-  29 08 20.     (N)    098 54 15.     (W)     SCALED    
 AY0850* NAVD 88     -       197.459  (meters)     647.83   (feet)  ADJUSTED  
 AY0850  ___________________________________________________________________
 AY0850  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AY0850  DYNAMIC HT  -         197.176 (meters)     646.90  (feet)  COMP
 AY0850  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 AY0850
 AY0850  VERT ORDER  -  FIRST     CLASS II
 AY0850
 AY0850.The horizontal coordinates were scaled from a topographic map and have
 AY0850.an estimated accuracy of +/- 6 seconds.
 AY0850
 AY0850.The orthometric height was determined by differential leveling
 AY0850.and adjusted by the National Geodetic Survey in June 1991..
 AY0850
 AY0850.The geoid height was determined by GEOID03.
 AY0850
 AY0850.The dynamic height is computed by dividing the NAVD 88
 AY0850.geopotential number by the normal gravity value computed on the
 AY0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0850.degrees latitude (g = 980.6199 gals.).
 AY0850
 AY0850.The modeled gravity was interpolated from observed gravity values.
 AY0850
 AY0850;                    North         East    Units  Estimated Accuracy
 AY0850;SPC TXSC     - 4,144,690.      609,320.      MT  (+/- 180 meters Scaled)
 AY0850
 AY0850                          SUPERSEDED SURVEY CONTROL
 AY0850
 AY0850  NGVD 29 (??/??/92)  197.344  (m)          647.45   (f) ADJ UNCH    1 2
 AY0850
 AY0850.Superseded values are not recommended for survey control.
 AY0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0850.See file dsdata.txt to determine how the superseded data were derived.
 AY0850
 AY0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT093233(NAD 83)
 AY0850_MARKER: DB = BENCH MARK DISK
 AY0850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0850_SP_SET: BUILDING
 AY0850_STAMPING: Y 36 1917 ELEV 647.722 FT
 AY0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0850
 AY0850  HISTORY     - Date     Condition        Report By
 AY0850  HISTORY     - 1917     MONUMENTED       CGS
 AY0850  HISTORY     - 1956     GOOD             NGS
 AY0850  HISTORY     - 1987     GOOD             USPSQD
 AY0850  HISTORY     - 19940728 GOOD             USPSQD
 AY0850  HISTORY     - 19970917 GOOD             USPSQD
 AY0850  HISTORY     - 20020129 GOOD             USPSQD
 AY0850  HISTORY     - 20050521 GOOD             USPSQD
 AY0850
 AY0850                          STATION DESCRIPTION
 AY0850
 AY0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0850'IN DEVINE.
 AY0850'AT DEVINE, 5 RAILS NORTHEAST OF THE NORTHEAST END OF THE INTERNATIONAL
 AY0850'AND GREAT NORTHERN RAILROAD STATION, 106 FEET NORTHEAST OF THE CENTER
 AY0850'LINE OF COLLEGE AVENUE, 101 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 AY0850'THE MAIN TRACK, AT A WAREHOUSE WHICH BELONGS TO THE BRISCOLE LUMBER
 AY0850'COMPANY, 0.6 FOOT NORTHEAST OF THE SIDE OF THE RED AND WHITE STORE,
 AY0850'2.6 FEET ABOVE THE GROUND, SET VERTICALLY IN THE SOUTHEAST WALL OF THE
 AY0850'BRICK WAREHOUSE.
 AY0850
 AY0850                          STATION RECOVERY (1987)
 AY0850
 AY0850'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY0850'RECOVERED IN GOOD CONDITION.
 AY0850
 AY0850                          STATION RECOVERY (1994)
 AY0850
 AY0850'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0850'RECOVERED IN GOOD CONDITION.
 AY0850
 AY0850                          STATION RECOVERY (1997)
 AY0850
 AY0850'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0850'RECOVERED IN GOOD CONDITION.
 AY0850
 AY0850                          STATION RECOVERY (2002)
 AY0850
 AY0850'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0850'RECOVERED IN GOOD CONDITION.
 AY0850
 AY0850                          STATION RECOVERY (2005)
 AY0850
 AY0850'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY0850'NAME WAS DRISCOLL LUMBER BUT IS NOW THE DRISCOLL PUBLIC LIBRARY.  MARK
 AY0850'IS IMBEDDED IN THE RAILROAD SIDE OF THE BUILDING.  ADDRESS IS 203
 AY0850'COLLEGE AND SOUTH COMMERCIAL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0471 ***********************************************************************
 EN0471  DESIGNATION -  Y 361
 EN0471  PID         -  EN0471
 EN0471  STATE/COUNTY-  TX/RANDALL
 EN0471  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0471
 EN0471                         *CURRENT SURVEY CONTROL
 EN0471  ___________________________________________________________________
 EN0471* NAD 83(1986)-  34 56 16.     (N)    101 38 54.     (W)     SCALED    
 EN0471* NAVD 88     -       852.344  (meters)    2796.40   (feet)  ADJUSTED  
 EN0471  ___________________________________________________________________
 EN0471  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 EN0471  DYNAMIC HT  -         851.333 (meters)    2793.08  (feet)  COMP
 EN0471  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 EN0471
 EN0471  VERT ORDER  -  SECOND    CLASS 0
 EN0471
 EN0471.The horizontal coordinates were scaled from a topographic map and have
 EN0471.an estimated accuracy of +/- 6 seconds.
 EN0471
 EN0471.The orthometric height was determined by differential leveling
 EN0471.and adjusted by the National Geodetic Survey in June 1991..
 EN0471
 EN0471.The geoid height was determined by GEOID03.
 EN0471
 EN0471.The dynamic height is computed by dividing the NAVD 88
 EN0471.geopotential number by the normal gravity value computed on the
 EN0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0471.degrees latitude (g = 980.6199 gals.).
 EN0471
 EN0471.The modeled gravity was interpolated from observed gravity values.
 EN0471
 EN0471;                    North         East    Units  Estimated Accuracy
 EN0471;SPC TX N     - 1,104,050.      186,450.      MT  (+/- 180 meters Scaled)
 EN0471
 EN0471                          SUPERSEDED SURVEY CONTROL
 EN0471
 EN0471  NGVD 29 (??/??/92)  851.887  (m)         2794.90   (f) ADJ UNCH    2 0
 EN0471
 EN0471.Superseded values are not recommended for survey control.
 EN0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0471.See file dsdata.txt to determine how the superseded data were derived.
 EN0471
 EN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD581693(NAD 83)
 EN0471_MARKER: DB = BENCH MARK DISK
 EN0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0471_STAMPING: Y 361 1943
 EN0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0471+STABILITY: SURFACE MOTION
 EN0471
 EN0471  HISTORY     - Date     Condition        Report By
 EN0471  HISTORY     - 1943     MONUMENTED       CGS
 EN0471
 EN0471                          STATION DESCRIPTION
 EN0471
 EN0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0471'18.5 MI E FROM CANYON.
 EN0471'18.5 MILES EAST ALONG PALO DURO DRIVE FROM THE COUNTY COURTHOUSE AT
 EN0471'CANYON, RANDALL COUNTY, IN PALO DURO CANYON, 0.2 MILE SOUTHEAST OF
 EN0471'CREEK CROSSING 6, AT THE JUNCTION OF A ROAD LEADING NORTH OF THE
 EN0471'PICNIC GROUNDS, 50 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, 32
 EN0471'FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD, AND 1.5 FEET EAST OF A
 EN0471'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Y 361 1943 AND
 EN0471'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1262 ***********************************************************************
 FL1262  DESIGNATION -  Y 362
 FL1262  PID         -  FL1262
 FL1262  STATE/COUNTY-  TX/RANDALL
 FL1262  USGS QUAD   -  THE PALISADES (1973)
 FL1262
 FL1262                         *CURRENT SURVEY CONTROL
 FL1262  ___________________________________________________________________
 FL1262* NAD 83(1986)-  35 01 49.     (N)    101 50 54.     (W)     SCALED    
 FL1262* NAVD 88     -      1077.884  (meters)    3536.36   (feet)  ADJUSTED  
 FL1262  ___________________________________________________________________
 FL1262  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL1262  DYNAMIC HT  -        1076.585 (meters)    3532.10  (feet)  COMP
 FL1262  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 FL1262
 FL1262  VERT ORDER  -  SECOND    CLASS 0
 FL1262
 FL1262.The horizontal coordinates were scaled from a topographic map and have
 FL1262.an estimated accuracy of +/- 6 seconds.
 FL1262
 FL1262.The orthometric height was determined by differential leveling
 FL1262.and adjusted by the National Geodetic Survey in June 1991..
 FL1262
 FL1262.The geoid height was determined by GEOID03.
 FL1262
 FL1262.The dynamic height is computed by dividing the NAVD 88
 FL1262.geopotential number by the normal gravity value computed on the
 FL1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1262.degrees latitude (g = 980.6199 gals.).
 FL1262
 FL1262.The modeled gravity was interpolated from observed gravity values.
 FL1262
 FL1262;                    North         East    Units  Estimated Accuracy
 FL1262;SPC TX N     - 1,114,350.      168,220.      MT  (+/- 180 meters Scaled)
 FL1262
 FL1262                          SUPERSEDED SURVEY CONTROL
 FL1262
 FL1262  NGVD 29 (??/??/92) 1077.405  (m)         3534.79   (f) ADJ UNCH    2 0
 FL1262
 FL1262.Superseded values are not recommended for survey control.
 FL1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1262.See file dsdata.txt to determine how the superseded data were derived.
 FL1262
 FL1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD401801(NAD 83)
 FL1262_MARKER: DB = BENCH MARK DISK
 FL1262_SETTING: 66 = SET IN ROCK OUTCROP
 FL1262_SP_SET: LIMESTONE
 FL1262_STAMPING: Y 362 1943
 FL1262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1262+STABILITY: POSITION/ELEVATION WELL
 FL1262
 FL1262  HISTORY     - Date     Condition        Report By
 FL1262  HISTORY     - 1943     MONUMENTED       CGS
 FL1262  HISTORY     - 1954     MARK NOT FOUND   USGS
 FL1262  HISTORY     - 1960     MARK NOT FOUND   USGS
 FL1262  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1262
 FL1262                          STATION DESCRIPTION
 FL1262
 FL1262'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FL1262'7.8 MI NE FROM CANYON.
 FL1262'4.6 MILES EAST ALONG STATE HIGHWAY 217 (PALO DURO DRIVE) FROM THE
 FL1262'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 3.2 MILES NORTH
 FL1262'ALONG A GRADED ROAD.  0.3 MILE SOUTH OF A BRIDGE, ON THE SOUTH SIDE OF
 FL1262'THE CANYON, 25 FEET WEST OF THE WEST EDGE OF THE CANYON, IN THE TOP OF
 FL1262'A LAYER OF LIME STONE, AND FLUSH WITH THE GROUND.  A STANDARD DISK,
 FL1262'STAMPED Y 362 1943.
 FL1262
 FL1262                          STATION RECOVERY (1960)
 FL1262
 FL1262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FL1262'MARK NOT FOUND.
 FL1262
 FL1262                          STATION RECOVERY (1984)
 FL1262
 FL1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1000 ***********************************************************************
 FL1000  DESIGNATION -  Y 363 RESET 1959
 FL1000  PID         -  FL1000
 FL1000  STATE/COUNTY-  TX/GRAY
 FL1000  USGS QUAD   -  KINGSMILL (1966)
 FL1000
 FL1000                         *CURRENT SURVEY CONTROL
 FL1000  ___________________________________________________________________
 FL1000* NAD 83(1986)-  35 28 33.     (N)    101 05 09.     (W)     SCALED    
 FL1000* NAVD 88     -      1008.98   (meters)    3310.3    (feet)  RESET     
 FL1000  ___________________________________________________________________
 FL1000  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1000
 FL1000  VERT ORDER  -  THIRD
 FL1000
 FL1000.The horizontal coordinates were scaled from a topographic map and have
 FL1000.an estimated accuracy of +/- 6 seconds.
 FL1000
 FL1000.The orthometric height was computed from unverified reset data.
 FL1000
 FL1000.The geoid height was determined by GEOID03.
 FL1000
 FL1000;                    North         East    Units  Estimated Accuracy
 FL1000;SPC TX N     - 1,163,800.      237,590.      MT  (+/- 180 meters Scaled)
 FL1000
 FL1000                          SUPERSEDED SURVEY CONTROL
 FL1000
 FL1000.No superseded survey control is available for this station.
 FL1000
 FL1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE107278(NAD 83)
 FL1000_MARKER: DB = BENCH MARK DISK
 FL1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1000_STAMPING: Y 363 RESET 1959
 FL1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1000+STABILITY: SURFACE MOTION
 FL1000
 FL1000  HISTORY     - Date     Condition        Report By
 FL1000  HISTORY     - 1959     MONUMENTED       CGS
 FL1000  HISTORY     - 1965     GOOD             USGS
 FL1000
 FL1000                          STATION DESCRIPTION
 FL1000
 FL1000'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FL1000'1.2 MI SW FROM KINGSMILL.
 FL1000'ABOUT 1.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL1000'FROM THE STATION AT KINGSMILL, GRAY COUNTY, 18 YARDS NORTHWEST OF
 FL1000'CENTERLINE OF U S 60, 16 YARDS SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 FL1000'MAIN TRACK, 24 YARDS NORTHEAST OF THE CARSON-GRAY COUNTYLINE MARKERS,
 FL1000'AND 3 FEET SOUTHWEST OF A TELEGRAPH POLE.  A STANDARD DISK, STAMPED
 FL1000'Y363 RESET 1959 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FL1000'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0172 ***********************************************************************
 DQ0172  DESIGNATION -  Y 364
 DQ0172  PID         -  DQ0172
 DQ0172  STATE/COUNTY-  TX/YOAKUM
 DQ0172  USGS QUAD   -  INK BASIN (1971)
 DQ0172
 DQ0172                         *CURRENT SURVEY CONTROL
 DQ0172  ___________________________________________________________________
 DQ0172* NAD 83(1986)-  33 02 14.     (N)    102 53 17.     (W)     SCALED    
 DQ0172* NAVD 88     -      1104.543  (meters)    3623.82   (feet)  ADJUSTED  
 DQ0172  ___________________________________________________________________
 DQ0172  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 DQ0172  DYNAMIC HT  -        1103.071 (meters)    3618.99  (feet)  COMP
 DQ0172  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 DQ0172
 DQ0172  VERT ORDER  -  SECOND    CLASS 0
 DQ0172
 DQ0172.The horizontal coordinates were scaled from a topographic map and have
 DQ0172.an estimated accuracy of +/- 6 seconds.
 DQ0172
 DQ0172.The orthometric height was determined by differential leveling
 DQ0172.and adjusted by the National Geodetic Survey in June 1991..
 DQ0172
 DQ0172.The geoid height was determined by GEOID03.
 DQ0172
 DQ0172.The dynamic height is computed by dividing the NAVD 88
 DQ0172.geopotential number by the normal gravity value computed on the
 DQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0172.degrees latitude (g = 980.6199 gals.).
 DQ0172
 DQ0172.The modeled gravity was interpolated from observed gravity values.
 DQ0172
 DQ0172;                    North         East    Units  Estimated Accuracy
 DQ0172;SPC TXNC     - 2,160,540.      190,270.      MT  (+/- 180 meters Scaled)
 DQ0172
 DQ0172                          SUPERSEDED SURVEY CONTROL
 DQ0172
 DQ0172  NGVD 29 (??/??/92) 1104.161  (m)         3622.57   (f) ADJ UNCH    2 0
 DQ0172
 DQ0172.Superseded values are not recommended for survey control.
 DQ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0172.See file dsdata.txt to determine how the superseded data were derived.
 DQ0172
 DQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS972573(NAD 83)
 DQ0172_MARKER: DB = BENCH MARK DISK
 DQ0172_SETTING: 0 = UNSPECIFIED SETTING
 DQ0172_STAMPING: Y 364 1943
 DQ0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0172
 DQ0172  HISTORY     - Date     Condition        Report By
 DQ0172  HISTORY     - 1943     MONUMENTED       CGS
 DQ0172  HISTORY     - 1971     GOOD             USGS
 DQ0172
 DQ0172                          STATION DESCRIPTION
 DQ0172
 DQ0172'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DQ0172'5.9 MI NW FROM DENVER CITY.
 DQ0172'5.9 MILES NW OF DENVER CITY, FROM THE POST OFFICE AT DENVER CITY,
 DQ0172'YOAKUM COUNTY, TEXAS, (NW CORNER OF BRADY AVE. AND E 4TH ST.), TO
 DQ0172'STATE HIGHWAY 83, TURN RIGHT (WEST) AND CONTINUE FOR 3.6 MILES TO THE
 DQ0172'INTERSECTION OF FARM ROAD 1622.  TURN RIGHT (NORTH) AND CONTINUE FOR
 DQ0172'5.2 MILES TO A DIRT ROAD LEADING EAST THROUGH A CATTLE GUARD.  BM IS
 DQ0172'47 FT. WEST OF THE FARM ROAD, 3 FT. EAST OF THE WEST ROW FENCE, AND
 DQ0172'122 FT. NW OF THE FARM ROAD AND THE DIRT ROAD.  STANDARD DISK SET IN
 DQ0172'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0234 ***********************************************************************
 DQ0234  DESIGNATION -  Y 366
 DQ0234  PID         -  DQ0234
 DQ0234  STATE/COUNTY-  TX/COCHRAN
 DQ0234  USGS QUAD   -  WHITEFACE (1965)
 DQ0234
 DQ0234                         *CURRENT SURVEY CONTROL
 DQ0234  ___________________________________________________________________
 DQ0234* NAD 83(1986)-  33 35 27.     (N)    102 36 50.     (W)     SCALED    
 DQ0234* NAVD 88     -      1118.211  (meters)    3668.66   (feet)  ADJUSTED  
 DQ0234  ___________________________________________________________________
 DQ0234  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 DQ0234  DYNAMIC HT  -        1116.743 (meters)    3663.85  (feet)  COMP
 DQ0234  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 DQ0234
 DQ0234  VERT ORDER  -  SECOND    CLASS 0
 DQ0234
 DQ0234.The horizontal coordinates were scaled from a topographic map and have
 DQ0234.an estimated accuracy of +/- 6 seconds.
 DQ0234
 DQ0234.The orthometric height was determined by differential leveling
 DQ0234.and adjusted by the National Geodetic Survey in June 1991..
 DQ0234
 DQ0234.The geoid height was determined by GEOID03.
 DQ0234
 DQ0234.The dynamic height is computed by dividing the NAVD 88
 DQ0234.geopotential number by the normal gravity value computed on the
 DQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0234.degrees latitude (g = 980.6199 gals.).
 DQ0234
 DQ0234.The modeled gravity was interpolated from observed gravity values.
 DQ0234
 DQ0234;                    North         East    Units  Estimated Accuracy
 DQ0234;SPC TXNC     - 2,220,850.      218,260.      MT  (+/- 180 meters Scaled)
 DQ0234
 DQ0234                          SUPERSEDED SURVEY CONTROL
 DQ0234
 DQ0234  NGVD 29 (??/??/92) 1117.805  (m)         3667.33   (f) ADJ UNCH    2 0
 DQ0234
 DQ0234.Superseded values are not recommended for survey control.
 DQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0234.See file dsdata.txt to determine how the superseded data were derived.
 DQ0234
 DQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT214193(NAD 83)
 DQ0234_MARKER: DB = BENCH MARK DISK
 DQ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0234_STAMPING: Y 366 1943
 DQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0234+STABILITY: SURFACE MOTION
 DQ0234
 DQ0234  HISTORY     - Date     Condition        Report By
 DQ0234  HISTORY     - 1943     MONUMENTED       CGS
 DQ0234
 DQ0234                          STATION DESCRIPTION
 DQ0234
 DQ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0234'0.5 MI S FROM WHITEFACE.
 DQ0234'THIS MARK IS ABOUT 0.5 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0234'RAILROAD STATION AT WHITEFACE, COCHRAN COUNTY, SET AT THE NORTHWEST
 DQ0234'CORNER OF A FENCE, 2.0 FEET WEST OF A FENCE RUNNING PARALLEL WITH THE
 DQ0234'ROAD, 6.0 FEET SOUTH OF THE CORNER FENCE POST, 36.0 FEET EAST OF THE
 DQ0234'CENTER LINE OF THE ROAD, PROJECTING ABOUT 6-INCHES ABOVE THE GROUND,
 DQ0234'2.0 FEET NORTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0159 ***********************************************************************
 GK0159  DESIGNATION -  Y 369
 GK0159  PID         -  GK0159
 GK0159  STATE/COUNTY-  TX/OCHILTREE
 GK0159  USGS QUAD   -  LAKE FRYER (1973)
 GK0159
 GK0159                         *CURRENT SURVEY CONTROL
 GK0159  ___________________________________________________________________
 GK0159* NAD 83(1986)-  36 11 16.     (N)    100 43 47.     (W)     SCALED    
 GK0159* NAVD 88     -       881.001  (meters)    2890.42   (feet)  ADJUSTED  
 GK0159  ___________________________________________________________________
 GK0159  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 GK0159  DYNAMIC HT  -         880.067 (meters)    2887.35  (feet)  COMP
 GK0159  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 GK0159
 GK0159  VERT ORDER  -  SECOND    CLASS 0
 GK0159
 GK0159.The horizontal coordinates were scaled from a topographic map and have
 GK0159.an estimated accuracy of +/- 6 seconds.
 GK0159
 GK0159.The orthometric height was determined by differential leveling
 GK0159.and adjusted by the National Geodetic Survey in June 1991..
 GK0159
 GK0159.The geoid height was determined by GEOID03.
 GK0159
 GK0159.The dynamic height is computed by dividing the NAVD 88
 GK0159.geopotential number by the normal gravity value computed on the
 GK0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0159.degrees latitude (g = 980.6199 gals.).
 GK0159
 GK0159.The modeled gravity was interpolated from observed gravity values.
 GK0159
 GK0159;                    North         East    Units  Estimated Accuracy
 GK0159;SPC TX N     - 1,242,980.      269,290.      MT  (+/- 180 meters Scaled)
 GK0159
 GK0159                          SUPERSEDED SURVEY CONTROL
 GK0159
 GK0159  NGVD 29 (??/??/92)  880.629  (m)         2889.20   (f) ADJ UNCH    2 0
 GK0159
 GK0159.Superseded values are not recommended for survey control.
 GK0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0159.See file dsdata.txt to determine how the superseded data were derived.
 GK0159
 GK0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF444061(NAD 83)
 GK0159_MARKER: DB = BENCH MARK DISK
 GK0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0159_STAMPING: Y 369 1943
 GK0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0159+STABILITY: SURFACE MOTION
 GK0159
 GK0159  HISTORY     - Date     Condition        Report By
 GK0159  HISTORY     - 1943     MONUMENTED       CGS
 GK0159  HISTORY     - 1948     GOOD             NGS
 GK0159
 GK0159                          STATION DESCRIPTION
 GK0159
 GK0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GK0159'3.4 MI N FROM BULER.
 GK0159'3.4 MILES NORTH AND 5.1 MILES EAST ALONG GRADED ROADS FROM THE OLD
 GK0159'STORE AND POST OFFICE AT BULER, 0.1 MILE WEST OF A CATTLE GUARD, 50
 GK0159'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTH OF THE
 GK0159'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 369 1943 AND SET IN
 GK0159'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0094 ***********************************************************************
 FM0094  DESIGNATION -  Y 370
 FM0094  PID         -  FM0094
 FM0094  STATE/COUNTY-  TX/HARTLEY
 FM0094  USGS QUAD   -  MORAN RANCH (1963)
 FM0094
 FM0094                         *CURRENT SURVEY CONTROL
 FM0094  ___________________________________________________________________
 FM0094* NAD 83(1986)-  35 58 04.     (N)    102 10 35.     (W)     SCALED    
 FM0094* NAVD 88     -      1165.405  (meters)    3823.50   (feet)  ADJUSTED  
 FM0094  ___________________________________________________________________
 FM0094  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 FM0094  DYNAMIC HT  -        1164.055 (meters)    3819.07  (feet)  COMP
 FM0094  MODELED GRAV-     979,434.6   (mgal)                       NAVD 88
 FM0094
 FM0094  VERT ORDER  -  SECOND    CLASS 0
 FM0094
 FM0094.The horizontal coordinates were scaled from a topographic map and have
 FM0094.an estimated accuracy of +/- 6 seconds.
 FM0094
 FM0094.The orthometric height was determined by differential leveling
 FM0094.and adjusted by the National Geodetic Survey in June 1991..
 FM0094
 FM0094.The geoid height was determined by GEOID03.
 FM0094
 FM0094.The dynamic height is computed by dividing the NAVD 88
 FM0094.geopotential number by the normal gravity value computed on the
 FM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0094.degrees latitude (g = 980.6199 gals.).
 FM0094
 FM0094.The modeled gravity was interpolated from observed gravity values.
 FM0094
 FM0094;                    North         East    Units  Estimated Accuracy
 FM0094;SPC TX N     - 1,218,510.      138,990.      MT  (+/- 180 meters Scaled)
 FM0094
 FM0094                          SUPERSEDED SURVEY CONTROL
 FM0094
 FM0094  NGVD 29 (??/??/92) 1164.860  (m)         3821.71   (f) ADJ UNCH    2 0
 FM0094
 FM0094.Superseded values are not recommended for survey control.
 FM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0094.See file dsdata.txt to determine how the superseded data were derived.
 FM0094
 FM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV546840(NAD 83)
 FM0094_MARKER: DB = BENCH MARK DISK
 FM0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0094_STAMPING: Y-370 1943
 FM0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0094+STABILITY: SURFACE MOTION
 FM0094
 FM0094  HISTORY     - Date     Condition        Report By
 FM0094  HISTORY     - 1943     MONUMENTED       CGS
 FM0094  HISTORY     - 1963     GOOD             USGS
 FM0094
 FM0094                          STATION DESCRIPTION
 FM0094
 FM0094'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0094'19.5 MI NE FROM HARTLEY.
 FM0094'POST OFFICE.  8.5 MILES EAST OF ALONG U S HIGHWAY FROM HARTLEY,
 FM0094'HARTLEY CO.  THENCE 7.0 MILES NORTH ALONG A GRADED ROAD.  THENCE 4.0
 FM0094'MILES EAST ALONG A GRADED ROAD.  24 FEET NORTH OF ROAD.  16 FEET WEST
 FM0094'OF A FENCE NORTH.  A STANDARD DISK, STAMPED Y-370 1943 AND SET IN THE
 FM0094'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1545 ***********************************************************************
 GL1545  DESIGNATION -  Y 371 RESET
 GL1545  PID         -  GL1545
 GL1545  STATE/COUNTY-  TX/DALLAM
 GL1545  USGS QUAD   -  WILCO NE (1965)
 GL1545
 GL1545                         *CURRENT SURVEY CONTROL
 GL1545  ___________________________________________________________________
 GL1545* NAD 83(1986)-  36 09 11.     (N)    102 19 54.     (W)     SCALED    
 GL1545* NAVD 88     -      1195.94   (meters)    3923.7    (feet)  RESET     
 GL1545  ___________________________________________________________________
 GL1545  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 GL1545
 GL1545  VERT ORDER  -  THIRD
 GL1545
 GL1545.The horizontal coordinates were scaled from a topographic map and have
 GL1545.an estimated accuracy of +/- 6 seconds.
 GL1545
 GL1545.The orthometric height was computed from unverified reset data.
 GL1545
 GL1545.The geoid height was determined by GEOID03.
 GL1545
 GL1545;                    North         East    Units  Estimated Accuracy
 GL1545;SPC TX N     - 1,239,180.      125,160.      MT  (+/- 180 meters Scaled)
 GL1545
 GL1545                          SUPERSEDED SURVEY CONTROL
 GL1545
 GL1545.No superseded survey control is available for this station.
 GL1545
 GL1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA400042(NAD 83)
 GL1545_MARKER: DV = VERTICAL CONTROL DISK
 GL1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1545_SP_SET: CONCRETE POST
 GL1545_STAMPING: Y 371 RESET 1987
 GL1545_MARK LOGO: NGS   
 GL1545_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1545+STABILITY: SURFACE MOTION
 GL1545
 GL1545  HISTORY     - Date     Condition        Report By
 GL1545  HISTORY     - 1987     MONUMENTED       TXHD
 GL1545
 GL1545                          STATION DESCRIPTION
 GL1545
 GL1545'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1987
 GL1545'2.431 MILES (3.912 KM) EAST OF THE INTERSECTION OF US HIGHWAY 54 AND
 GL1545'F.M. 3212 AT 49.0 FEET (14.9 M) SOUTH OF THE CENTERLINE OF F.M. 3212,
 GL1545'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0521 ***********************************************************************
 GK0521  DESIGNATION -  Y 373
 GK0521  PID         -  GK0521
 GK0521  STATE/COUNTY-  TX/SHERMAN
 GK0521  USGS QUAD   -  PLEASURE POND (1974)
 GK0521
 GK0521                         *CURRENT SURVEY CONTROL
 GK0521  ___________________________________________________________________
 GK0521* NAD 83(1986)-  36 11 51.     (N)    101 45 07.     (W)     SCALED    
 GK0521* NAVD 88     -      1054.211  (meters)    3458.69   (feet)  ADJUSTED  
 GK0521  ___________________________________________________________________
 GK0521  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 GK0521  DYNAMIC HT  -        1053.042 (meters)    3454.86  (feet)  COMP
 GK0521  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 GK0521
 GK0521  VERT ORDER  -  SECOND    CLASS 0
 GK0521
 GK0521.The horizontal coordinates were scaled from a topographic map and have
 GK0521.an estimated accuracy of +/- 6 seconds.
 GK0521
 GK0521.The orthometric height was determined by differential leveling
 GK0521.and adjusted by the National Geodetic Survey in June 1991..
 GK0521
 GK0521.The geoid height was determined by GEOID03.
 GK0521
 GK0521.The dynamic height is computed by dividing the NAVD 88
 GK0521.geopotential number by the normal gravity value computed on the
 GK0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0521.degrees latitude (g = 980.6199 gals.).
 GK0521
 GK0521.The modeled gravity was interpolated from observed gravity values.
 GK0521
 GK0521;                    North         East    Units  Estimated Accuracy
 GK0521;SPC TX N     - 1,243,820.      177,340.      MT  (+/- 180 meters Scaled)
 GK0521
 GK0521                          SUPERSEDED SURVEY CONTROL
 GK0521
 GK0521  NGVD 29 (??/??/92) 1053.717  (m)         3457.07   (f) ADJ UNCH    2 0
 GK0521
 GK0521.Superseded values are not recommended for survey control.
 GK0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0521.See file dsdata.txt to determine how the superseded data were derived.
 GK0521
 GK0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF525093(NAD 83)
 GK0521_MARKER: DB = BENCH MARK DISK
 GK0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0521_STAMPING: Y 373 1943
 GK0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0521+STABILITY: SURFACE MOTION
 GK0521
 GK0521  HISTORY     - Date     Condition        Report By
 GK0521  HISTORY     - 1943     MONUMENTED       CGS
 GK0521  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0521
 GK0521                          STATION DESCRIPTION
 GK0521
 GK0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0521'27.5 MI SE FROM STRATFORD.
 GK0521'THIS MARK IS ABOUT 18.4 MILES SOUTHEAST AND 9.1 MILES SOUTH FROM THE
 GK0521'CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION AT STRATFORD, SHERMAN
 GK0521'COUNTY, 0.05 MILE SOUTH OF A ROAD RUNNING EAST TO A WHITE BUNGALOW,
 GK0521'SET IN THE NORTHEAST CORNER OF A FENCE, 2.0 FEET SOUTH OF A FENCE
 GK0521'RUNNING EAST-WEST, 37.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GK0521'PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE
 GK0521'REFERENCE POST.
 GK0521
 GK0521                          STATION RECOVERY (1973)
 GK0521
 GK0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0193 ***********************************************************************
 FM0193  DESIGNATION -  Y 375
 FM0193  PID         -  FM0193
 FM0193  STATE/COUNTY-  TX/HARTLEY
 FM0193  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0193
 FM0193                         *CURRENT SURVEY CONTROL
 FM0193  ___________________________________________________________________
 FM0193* NAD 83(1986)-  35 41 29.     (N)    102 13 33.     (W)     SCALED    
 FM0193* NAVD 88     -      1160.402  (meters)    3807.09   (feet)  ADJUSTED  
 FM0193  ___________________________________________________________________
 FM0193  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FM0193  DYNAMIC HT  -        1159.034 (meters)    3802.60  (feet)  COMP
 FM0193  MODELED GRAV-     979,414.9   (mgal)                       NAVD 88
 FM0193
 FM0193  VERT ORDER  -  SECOND    CLASS 0
 FM0193
 FM0193.The horizontal coordinates were scaled from a topographic map and have
 FM0193.an estimated accuracy of +/- 6 seconds.
 FM0193
 FM0193.The orthometric height was determined by differential leveling
 FM0193.and adjusted by the National Geodetic Survey in June 1991..
 FM0193
 FM0193.The geoid height was determined by GEOID03.
 FM0193
 FM0193.The dynamic height is computed by dividing the NAVD 88
 FM0193.geopotential number by the normal gravity value computed on the
 FM0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0193.degrees latitude (g = 980.6199 gals.).
 FM0193
 FM0193.The modeled gravity was interpolated from observed gravity values.
 FM0193
 FM0193;                    North         East    Units  Estimated Accuracy
 FM0193;SPC TX N     - 1,187,880.      134,310.      MT  (+/- 180 meters Scaled)
 FM0193
 FM0193                          SUPERSEDED SURVEY CONTROL
 FM0193
 FM0193  NGVD 29 (??/??/92) 1159.845  (m)         3805.26   (f) ADJ UNCH    2 0
 FM0193
 FM0193.Superseded values are not recommended for survey control.
 FM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0193.See file dsdata.txt to determine how the superseded data were derived.
 FM0193
 FM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV510532(NAD 83)
 FM0193_MARKER: DB = BENCH MARK DISK
 FM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0193_STAMPING: Y 375 1943
 FM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0193+STABILITY: SURFACE MOTION
 FM0193
 FM0193  HISTORY     - Date     Condition        Report By
 FM0193  HISTORY     - 1943     MONUMENTED       CGS
 FM0193
 FM0193                          STATION DESCRIPTION
 FM0193
 FM0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0193'7.0 MI SE FROM CHANNING.
 FM0193'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY NUMBER 5 FROM THE POST OFFICE
 FM0193'AT CHANNING.  AT THE ENTRANCE TO J. L. BIVINS RANCH, 31.3 FEET WEST OF
 FM0193'THE WEST END OF A CATTLE GUARD, 52 FEET SOUTHEAST OF THE CENTER OF THE
 FM0193'HIGHWAY, 1.4 FEET SOUTH OF THE RIGHT OF WAY FENCE, 1.5 FEET NORTH OF A
 FM0193'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0650 ***********************************************************************
 GK0650  DESIGNATION -  Y 376
 GK0650  PID         -  GK0650
 GK0650  STATE/COUNTY-  TX/MOORE
 GK0650  USGS QUAD   -  SUNRAY (1972)
 GK0650
 GK0650                         *CURRENT SURVEY CONTROL
 GK0650  ___________________________________________________________________
 GK0650* NAD 83(1986)-  36 01 25.     (N)    101 46 17.     (W)     SCALED    
 GK0650* NAVD 88     -      1062.363  (meters)    3485.44   (feet)  ADJUSTED  
 GK0650  ___________________________________________________________________
 GK0650  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 GK0650  DYNAMIC HT  -        1061.164 (meters)    3481.50  (feet)  COMP
 GK0650  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 GK0650
 GK0650  VERT ORDER  -  SECOND    CLASS 0
 GK0650
 GK0650.The horizontal coordinates were scaled from a topographic map and have
 GK0650.an estimated accuracy of +/- 6 seconds.
 GK0650
 GK0650.The orthometric height was determined by differential leveling
 GK0650.and adjusted by the National Geodetic Survey in June 1991..
 GK0650
 GK0650.The geoid height was determined by GEOID03.
 GK0650
 GK0650.The dynamic height is computed by dividing the NAVD 88
 GK0650.geopotential number by the normal gravity value computed on the
 GK0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0650.degrees latitude (g = 980.6199 gals.).
 GK0650
 GK0650.The modeled gravity was interpolated from observed gravity values.
 GK0650
 GK0650;                    North         East    Units  Estimated Accuracy
 GK0650;SPC TX N     - 1,224,530.      175,540.      MT  (+/- 180 meters Scaled)
 GK0650
 GK0650                          SUPERSEDED SURVEY CONTROL
 GK0650
 GK0650  NGVD 29 (??/??/92) 1061.866  (m)         3483.81   (f) ADJ UNCH    2 0
 GK0650
 GK0650.Superseded values are not recommended for survey control.
 GK0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0650.See file dsdata.txt to determine how the superseded data were derived.
 GK0650
 GK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE502901(NAD 83)
 GK0650_MARKER: DB = BENCH MARK DISK
 GK0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0650_STAMPING: Y 376 1943
 GK0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0650+STABILITY: SURFACE MOTION
 GK0650
 GK0650  HISTORY     - Date     Condition        Report By
 GK0650  HISTORY     - 1943     MONUMENTED       CGS
 GK0650
 GK0650                          STATION DESCRIPTION
 GK0650
 GK0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0650'3.0 MI E FROM SUNRAY.
 GK0650'THIS MARK IS ABOUT 3.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0650'GULF RAILWAY FROM THE STATION AT SUNRAY, MOORE COUNTY, 120.0 FEET
 GK0650'NORTHWEST OF MILEPOST 17, ABOUT 0.2 MILE EAST OF A WHITE BUNGALOW,
 GK0650'WHICH IS NORTH OF THE TRACK, 17.0 FEET SOUTH OF AN EAST-WEST FENCE,
 GK0650'38.0 FEET NORTH OF THE NORTH RAIL, 11.0 FEET EAST OF POWER POLE NUMBER
 GK0650'11-5, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHWEST
 GK0650'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0215 ***********************************************************************
 FM0215  DESIGNATION -  Y 377
 FM0215  PID         -  FM0215
 FM0215  STATE/COUNTY-  TX/HARTLEY
 FM0215  USGS QUAD   -  CHANNING NW (1971)
 FM0215
 FM0215                         *CURRENT SURVEY CONTROL
 FM0215  ___________________________________________________________________
 FM0215* NAD 83(1986)-  35 42 29.     (N)    102 25 42.     (W)     SCALED    
 FM0215* NAVD 88     -      1132.217  (meters)    3714.62   (feet)  ADJUSTED  
 FM0215  ___________________________________________________________________
 FM0215  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 FM0215  DYNAMIC HT  -        1130.887 (meters)    3710.25  (feet)  COMP
 FM0215  MODELED GRAV-     979,419.7   (mgal)                       NAVD 88
 FM0215
 FM0215  VERT ORDER  -  SECOND    CLASS 0
 FM0215
 FM0215.The horizontal coordinates were scaled from a topographic map and have
 FM0215.an estimated accuracy of +/- 6 seconds.
 FM0215
 FM0215.The orthometric height was determined by differential leveling
 FM0215.and adjusted by the National Geodetic Survey in June 1991..
 FM0215
 FM0215.The geoid height was determined by GEOID03.
 FM0215
 FM0215.The dynamic height is computed by dividing the NAVD 88
 FM0215.geopotential number by the normal gravity value computed on the
 FM0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0215.degrees latitude (g = 980.6199 gals.).
 FM0215
 FM0215.The modeled gravity was interpolated from observed gravity values.
 FM0215
 FM0215;                    North         East    Units  Estimated Accuracy
 FM0215;SPC TX N     - 1,189,880.      116,000.      MT  (+/- 180 meters Scaled)
 FM0215
 FM0215                          SUPERSEDED SURVEY CONTROL
 FM0215
 FM0215  NGVD 29 (??/??/92) 1131.678  (m)         3712.85   (f) ADJ UNCH    2 0
 FM0215
 FM0215.Superseded values are not recommended for survey control.
 FM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0215.See file dsdata.txt to determine how the superseded data were derived.
 FM0215
 FM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV326546(NAD 83)
 FM0215_MARKER: DB = BENCH MARK DISK
 FM0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0215_STAMPING: Y 377 1943
 FM0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0215+STABILITY: SURFACE MOTION
 FM0215
 FM0215  HISTORY     - Date     Condition        Report By
 FM0215  HISTORY     - 1943     MONUMENTED       CGS
 FM0215  HISTORY     - 1971     GOOD             USGS
 FM0215
 FM0215                          STATION DESCRIPTION
 FM0215
 FM0215'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0215'6.1 MI NW FROM CHANNING.
 FM0215'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354, AND
 FM0215'TEXAS FARM ROAD 767 IN CHANNING.  TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0215'5.9 MILES TO A ROAD LEADING NORTHWEST.  TURN RIGHT ONTO A GRADED
 FM0215'GRAVEL ROAD FOR 0.2 MILES TO THE EAST END OF A SMALL DAM TOP.  THE
 FM0215'BENCH MARK IS LOCATED 350 FT. NORTH OF THE CENTERLINE OF THE ROAD AND
 FM0215'160 FT. NORTH OF THE NORTH EDGE OF THE POND AREA.  A STANDARD DISK
 FM0215'STAMPED Y 377 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0543 ***********************************************************************
 FL0543  DESIGNATION -  Y 379 RESET
 FL0543  PID         -  FL0543
 FL0543  STATE/COUNTY-  TX/GRAY
 FL0543  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0543
 FL0543                         *CURRENT SURVEY CONTROL
 FL0543  ___________________________________________________________________
 FL0543* NAD 83(1986)-  35 30 11.     (N)    100 35 36.     (W)     SCALED    
 FL0543* NAVD 88     -       874.24   (meters)    2868.2    (feet)  RESET     
 FL0543  ___________________________________________________________________
 FL0543  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0543
 FL0543  VERT ORDER  -  THIRD
 FL0543
 FL0543.The horizontal coordinates were scaled from a topographic map and have
 FL0543.an estimated accuracy of +/- 6 seconds.
 FL0543
 FL0543.The orthometric height was computed from unverified reset data.
 FL0543
 FL0543.The geoid height was determined by GEOID03.
 FL0543
 FL0543;                    North         East    Units  Estimated Accuracy
 FL0543;SPC TX N     - 1,167,120.      282,250.      MT  (+/- 180 meters Scaled)
 FL0543
 FL0543                          SUPERSEDED SURVEY CONTROL
 FL0543
 FL0543.No superseded survey control is available for this station.
 FL0543
 FL0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE554299(NAD 83)
 FL0543_MARKER: DB = BENCH MARK DISK
 FL0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0543_STAMPING: Y 379 RESET 1968
 FL0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0543+STABILITY: SURFACE MOTION
 FL0543
 FL0543  HISTORY     - Date     Condition        Report By
 FL0543  HISTORY     - 1968     MONUMENTED       CGS
 FL0543
 FL0543                          STATION DESCRIPTION
 FL0543
 FL0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FL0543'4.0 MI S FROM LAKETON.
 FL0543'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF F.
 FL0543'M. HIGHWAY 748 AT LAKETON, THENCE 1.0 MILE SOUTH ALONG F. M. ROAD 2857
 FL0543'TO SITE OF BENCH MARK, 72 FEET WEST OF THE CENTER LINE OF ROAD 2857,
 FL0543'13 FEET NORTH OF THE CENTER OF A FIELD ROAD, 15 FEET NORTHWEST OF THE
 FL0543'NORTHWEST CORNER OF A CATTLE GUARD, 1 FOOT EAST OF A METAL WITNESS
 FL0543'POST, 1 FOOT SOUTH OF A FENCE, AND AT TEXAS HIGHWAY DEPARTMENT STATION
 FL0543'344 + 94.  A C AND GS BENCH MARK DISK SET IN A 10 X 10 IN. CONCRETE
 FL0543'POST WHICH PROJECTS 6 INCHES ABOVE SURFACE OF GROUND. THIS BENCH MARK
 FL0543'IS ALSO THE AZIMUTH MARK FOR TRIANGULATION STATION LAKE 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0317 ***********************************************************************
 CA0317  DESIGNATION -  Y 381
 CA0317  PID         -  CA0317
 CA0317  STATE/COUNTY-  TX/BROWN
 CA0317  USGS QUAD   -  MAY (1977)
 CA0317
 CA0317                         *CURRENT SURVEY CONTROL
 CA0317  ___________________________________________________________________
 CA0317* NAD 83(1986)-  31 54 30.     (N)    098 58 45.     (W)     SCALED    
 CA0317* NAVD 88     -       466.709  (meters)    1531.19   (feet)  ADJUSTED  
 CA0317  ___________________________________________________________________
 CA0317  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CA0317  DYNAMIC HT  -         466.100 (meters)    1529.20  (feet)  COMP
 CA0317  MODELED GRAV-     979,321.2   (mgal)                       NAVD 88
 CA0317
 CA0317  VERT ORDER  -  SECOND    CLASS 0
 CA0317
 CA0317.The horizontal coordinates were scaled from a topographic map and have
 CA0317.an estimated accuracy of +/- 6 seconds.
 CA0317
 CA0317.The orthometric height was determined by differential leveling
 CA0317.and adjusted by the National Geodetic Survey in June 1991..
 CA0317
 CA0317.The geoid height was determined by GEOID03.
 CA0317
 CA0317.The dynamic height is computed by dividing the NAVD 88
 CA0317.geopotential number by the normal gravity value computed on the
 CA0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0317.degrees latitude (g = 980.6199 gals.).
 CA0317
 CA0317.The modeled gravity was interpolated from observed gravity values.
 CA0317
 CA0317;                    North         East    Units  Estimated Accuracy
 CA0317;SPC TX C     - 3,249,290.      828,080.      MT  (+/- 180 meters Scaled)
 CA0317
 CA0317                          SUPERSEDED SURVEY CONTROL
 CA0317
 CA0317  NGVD 29 (??/??/92)  466.605  (m)         1530.85   (f) ADJ UNCH    2 0
 CA0317
 CA0317.Superseded values are not recommended for survey control.
 CA0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0317.See file dsdata.txt to determine how the superseded data were derived.
 CA0317
 CA0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA019302(NAD 83)
 CA0317_MARKER: DB = BENCH MARK DISK
 CA0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0317_SP_SET: CULVERT
 CA0317_STAMPING: Y 381 1943
 CA0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0317
 CA0317  HISTORY     - Date     Condition        Report By
 CA0317  HISTORY     - 1943     MONUMENTED       CGS
 CA0317
 CA0317                          STATION DESCRIPTION
 CA0317
 CA0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0317'0.3 MI S FROM HOLDER.
 CA0317'0.3 MILE SOUTH ALONG A GRAVEL SURFACED ROAD FROM THE GENERAL STORE AT
 CA0317'HOLDER, AT A CONCRETE BRIDGE.  A DISK, SET IN THE TOP OF THE NORTHWEST
 CA0317'WING WALL, AND 12 FEET WEST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0490 ***********************************************************************
 CA0490  DESIGNATION -  Y 382
 CA0490  PID         -  CA0490
 CA0490  STATE/COUNTY-  TX/BROWN
 CA0490  USGS QUAD   -  BYRDS (1987)
 CA0490
 CA0490                         *CURRENT SURVEY CONTROL
 CA0490  ___________________________________________________________________
 CA0490* NAD 83(1986)-  31 58 32.     (N)    099 05 51.     (W)     SCALED    
 CA0490* NAVD 88     -       454.289  (meters)    1490.45   (feet)  ADJUSTED  
 CA0490  ___________________________________________________________________
 CA0490  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CA0490  DYNAMIC HT  -         453.700 (meters)    1488.51  (feet)  COMP
 CA0490  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 CA0490
 CA0490  VERT ORDER  -  SECOND    CLASS 0
 CA0490
 CA0490.The horizontal coordinates were scaled from a topographic map and have
 CA0490.an estimated accuracy of +/- 6 seconds.
 CA0490
 CA0490.The orthometric height was determined by differential leveling
 CA0490.and adjusted by the National Geodetic Survey in June 1991..
 CA0490
 CA0490.The geoid height was determined by GEOID03.
 CA0490
 CA0490.The dynamic height is computed by dividing the NAVD 88
 CA0490.geopotential number by the normal gravity value computed on the
 CA0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0490.degrees latitude (g = 980.6199 gals.).
 CA0490
 CA0490.The modeled gravity was interpolated from observed gravity values.
 CA0490
 CA0490;                    North         East    Units  Estimated Accuracy
 CA0490;SPC TX C     - 3,256,620.      816,810.      MT  (+/- 180 meters Scaled)
 CA0490
 CA0490                          SUPERSEDED SURVEY CONTROL
 CA0490
 CA0490  NGVD 29 (??/??/92)  454.178  (m)         1490.08   (f) ADJ UNCH    2 0
 CA0490
 CA0490.Superseded values are not recommended for survey control.
 CA0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0490.See file dsdata.txt to determine how the superseded data were derived.
 CA0490
 CA0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA907377(NAD 83)
 CA0490_MARKER: DB = BENCH MARK DISK
 CA0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0490_SP_SET: CULVERT
 CA0490_STAMPING: Y 382 1943
 CA0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0490
 CA0490  HISTORY     - Date     Condition        Report By
 CA0490  HISTORY     - 1943     MONUMENTED       CGS
 CA0490  HISTORY     - 1969     GOOD             USGS
 CA0490
 CA0490                          STATION DESCRIPTION
 CA0490
 CA0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0490'4.8 MI NW FROM BYRDS.
 CA0490'4.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BYRDS, AT A
 CA0490'7- BY 9-FOOT CONCRETE BOX CULVERT.  A DISK, SET IN THE TOP OF THE
 CA0490'NORTH WING WALL, AND 14 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.
 CA0490'NOTE-- BYRD SCHOOL IS GONE.  BM IS 6.5 MI NW OF BYRD STORE AND
 CA0490'CEMETERY ALONG RD. TO CROSS CUT.
 CA0490
 CA0490                          STATION RECOVERY (1969)
 CA0490
 CA0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2211 ***********************************************************************
 CS2211  DESIGNATION -  Y 383
 CS2211  PID         -  CS2211
 CS2211  STATE/COUNTY-  TX/BOSQUE
 CS2211  USGS QUAD   -  BRAZOS POINT (1979)
 CS2211
 CS2211                         *CURRENT SURVEY CONTROL
 CS2211  ___________________________________________________________________
 CS2211* NAD 83(1986)-  32 08 15.     (N)    097 32 40.     (W)     SCALED    
 CS2211* NAVD 88     -       188.268  (meters)     617.68   (feet)  ADJUSTED  
 CS2211  ___________________________________________________________________
 CS2211  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS2211  DYNAMIC HT  -         188.036 (meters)     616.91  (feet)  COMP
 CS2211  MODELED GRAV-     979,403.8   (mgal)                       NAVD 88
 CS2211
 CS2211  VERT ORDER  -  SECOND    CLASS 0
 CS2211
 CS2211.The horizontal coordinates were scaled from a topographic map and have
 CS2211.an estimated accuracy of +/- 6 seconds.
 CS2211
 CS2211.The orthometric height was determined by differential leveling
 CS2211.and adjusted by the National Geodetic Survey in June 1991..
 CS2211
 CS2211.The geoid height was determined by GEOID03.
 CS2211
 CS2211.The dynamic height is computed by dividing the NAVD 88
 CS2211.geopotential number by the normal gravity value computed on the
 CS2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2211.degrees latitude (g = 980.6199 gals.).
 CS2211
 CS2211.The modeled gravity was interpolated from observed gravity values.
 CS2211
 CS2211;                    North         East    Units  Estimated Accuracy
 CS2211;SPC TX C     - 3,277,220.      963,130.      MT  (+/- 180 meters Scaled)
 CS2211
 CS2211                          SUPERSEDED SURVEY CONTROL
 CS2211
 CS2211  NGVD 29 (??/??/92)  188.244  (m)          617.60   (f) ADJ UNCH    2 0
 CS2211
 CS2211.Superseded values are not recommended for survey control.
 CS2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2211.See file dsdata.txt to determine how the superseded data were derived.
 CS2211
 CS2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA372566(NAD 83)
 CS2211_MARKER: DB = BENCH MARK DISK
 CS2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2211_STAMPING: Y 383 1943
 CS2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2211+STABILITY: SURFACE MOTION
 CS2211
 CS2211  HISTORY     - Date     Condition        Report By
 CS2211  HISTORY     - 1943     MONUMENTED       CGS
 CS2211
 CS2211                          STATION DESCRIPTION
 CS2211
 CS2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2211'6.7 MI NW FROM KOPPERL.
 CS2211'1.0 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE BANK AT KOPPERL, 2.5
 CS2211'MILES NORTHWEST ALONG A GRAVEL ROAD, 0.9 MILE NORTHWEST ALONG A DIRT
 CS2211'ROAD, 2.3 MILES NORTHWEST ALONG A RANCH ROAD, 18 1/2 FEET NORTHEAST OF
 CS2211'THE NORTHEAST END OF A GATE ACROSS THE ROAD, 1.8 FEET NORTHWEST OF A
 CS2211'FENCE, AND 4 1/2 FEET SOUTHWEST OF A WHITE REFERENCE POST.  A DISK SET
 CS2211'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0384 ***********************************************************************
 CA0384  DESIGNATION -  Y 384
 CA0384  PID         -  CA0384
 CA0384  STATE/COUNTY-  TX/COLEMAN
 CA0384  USGS QUAD   -  SANTA ANNA (1987)
 CA0384
 CA0384                         *CURRENT SURVEY CONTROL
 CA0384  ___________________________________________________________________
 CA0384* NAD 83(1986)-  31 43 42.     (N)    099 15 19.     (W)     SCALED    
 CA0384* NAVD 88     -       478.083  (meters)    1568.51   (feet)  ADJUSTED  
 CA0384  ___________________________________________________________________
 CA0384  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CA0384  DYNAMIC HT  -         477.455 (meters)    1566.45  (feet)  COMP
 CA0384  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 CA0384
 CA0384  VERT ORDER  -  SECOND    CLASS 0
 CA0384
 CA0384.The horizontal coordinates were scaled from a topographic map and have
 CA0384.an estimated accuracy of +/- 6 seconds.
 CA0384
 CA0384.The orthometric height was determined by differential leveling
 CA0384.and adjusted by the National Geodetic Survey in June 1991..
 CA0384
 CA0384.The geoid height was determined by GEOID03.
 CA0384
 CA0384.The dynamic height is computed by dividing the NAVD 88
 CA0384.geopotential number by the normal gravity value computed on the
 CA0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0384.degrees latitude (g = 980.6199 gals.).
 CA0384
 CA0384.The modeled gravity was interpolated from observed gravity values.
 CA0384
 CA0384;                    North         East    Units  Estimated Accuracy
 CA0384;SPC TX C     - 3,229,050.      802,160.      MT  (+/- 180 meters Scaled)
 CA0384
 CA0384                          SUPERSEDED SURVEY CONTROL
 CA0384
 CA0384  NGVD 29 (??/??/92)  477.976  (m)         1568.16   (f) ADJ UNCH    2 0
 CA0384
 CA0384.Superseded values are not recommended for survey control.
 CA0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0384.See file dsdata.txt to determine how the superseded data were derived.
 CA0384
 CA0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA758103(NAD 83)
 CA0384_MARKER: DB = BENCH MARK DISK
 CA0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0384_STAMPING: Y 384 1944
 CA0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0384+STABILITY: SURFACE MOTION
 CA0384
 CA0384  HISTORY     - Date     Condition        Report By
 CA0384  HISTORY     - 1944     MONUMENTED       CGS
 CA0384  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0384
 CA0384                          STATION DESCRIPTION
 CA0384
 CA0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0384'4.2 MI SE FROM SANTA ANNA.
 CA0384'4.2 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0384'THE STATION AT SANTA ANNA, COLEMAN COUNTY, 0.1 MILE EAST OF BRIDGE 365
 CA0384'A, 39 FEET SOUTH OF THE SOUTH RAIL, 6 FEET SOUTH OF A POLE, 5.8 FEET
 CA0384'NORTH OF A FENCE, AND 4 FEET WEST OF A WHITE WOODEN WITNESS POST. A
 CA0384'STANDARD DISK, STAMPED Y 384 1944 AND SET IN THE TOP OF A CONCRETE
 CA0384'POST.
 CA0384
 CA0384                          STATION RECOVERY (1982)
 CA0384
 CA0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0384'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0319 ***********************************************************************
 AY0319  DESIGNATION -  Y 385
 AY0319  PID         -  AY0319
 AY0319  STATE/COUNTY-  TX/BEXAR
 AY0319  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0319
 AY0319                         *CURRENT SURVEY CONTROL
 AY0319  ___________________________________________________________________
 AY0319* NAD 83(1986)-  29 23 25.     (N)    098 27 04.     (W)     SCALED    
 AY0319* NAVD 88     -       220.616  (meters)     723.80   (feet)  ADJUSTED  
 AY0319  ___________________________________________________________________
 AY0319  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AY0319  DYNAMIC HT  -         220.295 (meters)     722.75  (feet)  COMP
 AY0319  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AY0319
 AY0319  VERT ORDER  -  FIRST     CLASS II
 AY0319
 AY0319.The horizontal coordinates were scaled from a topographic map and have
 AY0319.an estimated accuracy of +/- 6 seconds.
 AY0319
 AY0319.The orthometric height was determined by differential leveling
 AY0319.and adjusted by the National Geodetic Survey in June 1991..
 AY0319
 AY0319.The geoid height was determined by GEOID03.
 AY0319
 AY0319.The dynamic height is computed by dividing the NAVD 88
 AY0319.geopotential number by the normal gravity value computed on the
 AY0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0319.degrees latitude (g = 980.6199 gals.).
 AY0319
 AY0319.The modeled gravity was interpolated from observed gravity values.
 AY0319
 AY0319;                    North         East    Units  Estimated Accuracy
 AY0319;SPC TXSC     - 4,172,680.      653,270.      MT  (+/- 180 meters Scaled)
 AY0319
 AY0319                          SUPERSEDED SURVEY CONTROL
 AY0319
 AY0319  NGVD 29 (??/??/92)  220.491  (m)          723.39   (f) ADJ UNCH    1 2
 AY0319
 AY0319.Superseded values are not recommended for survey control.
 AY0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0319.See file dsdata.txt to determine how the superseded data were derived.
 AY0319
 AY0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT532513(NAD 83)
 AY0319_MARKER: DB = BENCH MARK DISK
 AY0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0319_SP_SET: FOUNDATION
 AY0319_STAMPING: Y 385 1946
 AY0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0319
 AY0319  HISTORY     - Date     Condition        Report By
 AY0319  HISTORY     - 1946     MONUMENTED       CGS
 AY0319  HISTORY     - 1988     GOOD             USPSQD
 AY0319  HISTORY     - 19950411 MARK NOT FOUND   USPSQD
 AY0319
 AY0319                          STATION DESCRIPTION
 AY0319
 AY0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0319'IN SAN ANTONIO.
 AY0319'AT SAN ANTONIO, APPROXIMATELY 345.0 FEET WEST OF ADELLE STREET,
 AY0319'APPROXIMATELY 180.0 FEET SOUTH OF STEEVES STREET, SET IN THE TOP OF
 AY0319'THE NORTHEAST EDGE OF THE CONCRETE FOUNDATION FOR THE WEST ONE OF THE
 AY0319'TWO NORTHER MOST LEGS FOR A LARGE WATER TOWER, 0.3 FOOT ABOVE THE
 AY0319'GROUND.
 AY0319
 AY0319                          STATION RECOVERY (1988)
 AY0319
 AY0319'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0319'RECOVERED IN GOOD CONDITION.
 AY0319
 AY0319                          STATION RECOVERY (1995)
 AY0319
 AY0319'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0457 ***********************************************************************
 CS0457  DESIGNATION -  Y 387
 CS0457  PID         -  CS0457
 CS0457  STATE/COUNTY-  TX/HENDERSON
 CS0457  USGS QUAD   -  TOOL (1981)
 CS0457
 CS0457                         *CURRENT SURVEY CONTROL
 CS0457  ___________________________________________________________________
 CS0457* NAD 83(1986)-  32 19 41.     (N)    096 11 02.     (W)     SCALED    
 CS0457* NAVD 88     -        94.810  (meters)     311.06   (feet)  ADJUSTED  
 CS0457  ___________________________________________________________________
 CS0457  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0457  DYNAMIC HT  -          94.702 (meters)     310.70  (feet)  COMP
 CS0457  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 CS0457
 CS0457  VERT ORDER  -  SECOND    CLASS 0
 CS0457
 CS0457.The horizontal coordinates were scaled from a topographic map and have
 CS0457.an estimated accuracy of +/- 6 seconds.
 CS0457
 CS0457.The orthometric height was determined by differential leveling
 CS0457.and adjusted by the National Geodetic Survey in June 1991..
 CS0457
 CS0457.The geoid height was determined by GEOID03.
 CS0457
 CS0457.The dynamic height is computed by dividing the NAVD 88
 CS0457.geopotential number by the normal gravity value computed on the
 CS0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0457.degrees latitude (g = 980.6199 gals.).
 CS0457
 CS0457.The modeled gravity was interpolated from observed gravity values.
 CS0457
 CS0457;                    North         East    Units  Estimated Accuracy
 CS0457;SPC TXNC     - 2,075,750.      818,050.      MT  (+/- 180 meters Scaled)
 CS0457
 CS0457                          SUPERSEDED SURVEY CONTROL
 CS0457
 CS0457  NGVD 29 (??/??/92)   94.820  (m)          311.09   (f) ADJ UNCH    2 0
 CS0457
 CS0457.Superseded values are not recommended for survey control.
 CS0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0457.See file dsdata.txt to determine how the superseded data were derived.
 CS0457
 CS0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA650802(NAD 83)
 CS0457_MARKER: DB = BENCH MARK DISK
 CS0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0457_STAMPING: Y 387 1946
 CS0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0457+STABILITY: SURFACE MOTION
 CS0457
 CS0457  HISTORY     - Date     Condition        Report By
 CS0457  HISTORY     - 1946     MONUMENTED       CGS
 CS0457
 CS0457                          STATION DESCRIPTION
 CS0457
 CS0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0457'3.9 MI E FROM ALEY.
 CS0457'BENCH MARK IS LOCATED 1.2 MILES EAST THENCE 0.1 MILE SOUTH THENCE 2.6
 CS0457'MILES EASTERLY FROM ALEY, 30 FEET NORTH OF THE CENTER OF A FARM TO
 CS0457'MARKET ROAD, 44 FEET SOUTH OF A HOUSE, 2 FEET SOUTH OF A EAST-WEST
 CS0457'FENCE, 12 FEET EAST OF A WIRE GATE, 2 FEET EAST OF A 4X4 INCH WHITE
 CS0457'WITNESS POST.  MARK PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1928 ***********************************************************************
 BY1928  DESIGNATION -  Y 388
 BY1928  PID         -  BY1928
 BY1928  STATE/COUNTY-  TX/MADISON
 BY1928  USGS QUAD   -  ELWOOD (1972)
 BY1928
 BY1928                         *CURRENT SURVEY CONTROL
 BY1928  ___________________________________________________________________
 BY1928* NAD 83(1986)-  31 01 42.     (N)    095 46 01.     (W)     SCALED    
 BY1928* NAVD 88     -        83.59   (+/-2cm)     274.2    (feet)  VERTCON   
 BY1928  ___________________________________________________________________
 BY1928  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY1928
 BY1928  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1928
 BY1928.The horizontal coordinates were scaled from a topographic map and have
 BY1928.an estimated accuracy of +/- 6 seconds.
 BY1928
 BY1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1928.The vertical order pertains to the NGVD 29 superseded value.
 BY1928
 BY1928.The geoid height was determined by GEOID03.
 BY1928
 BY1928;                    North         East    Units  Estimated Accuracy
 BY1928;SPC TX C     - 3,159,890.    1,135,810.      MT  (+/- 180 meters Scaled)
 BY1928
 BY1928                          SUPERSEDED SURVEY CONTROL
 BY1928
 BY1928  NGVD 29 (??/??/92)   83.592  (m)          274.25   (f) ADJ UNCH    2 0
 BY1928
 BY1928.Superseded values are not recommended for survey control.
 BY1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1928.See file dsdata.txt to determine how the superseded data were derived.
 BY1928
 BY1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ358360(NAD 83)
 BY1928_MARKER: DB = BENCH MARK DISK
 BY1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1928_STAMPING: Y 388 1947
 BY1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1928+STABILITY: SURFACE MOTION
 BY1928
 BY1928  HISTORY     - Date     Condition        Report By
 BY1928  HISTORY     - 1947     MONUMENTED       CGS
 BY1928  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1928
 BY1928                          STATION DESCRIPTION
 BY1928
 BY1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1928'1.1 MI NW FROM MIDWAY.
 BY1928'TO REACH FROM THE POST OFFICE AT MIDWAY GO SOUTHWEST 0.1 MILE ALONG
 BY1928'STATE HIGHWAY NO. 21, THENCE NORTHWEST 1.0 MILE ALONG STATE OSR
 BY1928'HIGHWAY TO SITE OF MARK, BENCH MARK IS 81.2 FEET NORTHEAST OF THE
 BY1928'NORTHEAST CORNER OF A FARMHOUSE, 47.0 FEET SOUTH OF AND ABOUT LEVEL
 BY1928'WITH THE CENTER LINE OF THE HIGHWAY, 36.0 FEET EAST OF A FENCE CORNER,
 BY1928'1.5 FEET NORTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER
 BY1928'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1928'WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 BY1928
 BY1928                          STATION RECOVERY (1996)
 BY1928
 BY1928'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1919 ***********************************************************************
 BY1919  DESIGNATION -  Y 389
 BY1919  PID         -  BY1919
 BY1919  STATE/COUNTY-  TX/MADISON
 BY1919  USGS QUAD   -  LEONA SW (1964)
 BY1919
 BY1919                         *CURRENT SURVEY CONTROL
 BY1919  ___________________________________________________________________
 BY1919* NAD 83(1986)-  31 05 06.     (N)    095 53 22.     (W)     SCALED    
 BY1919* NAVD 88     -        99.44   (+/-2cm)     326.2    (feet)  VERTCON   
 BY1919  ___________________________________________________________________
 BY1919  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY1919
 BY1919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1919
 BY1919.The horizontal coordinates were scaled from a topographic map and have
 BY1919.an estimated accuracy of +/- 6 seconds.
 BY1919
 BY1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1919.The vertical order pertains to the NGVD 29 superseded value.
 BY1919
 BY1919.The geoid height was determined by GEOID03.
 BY1919
 BY1919;                    North         East    Units  Estimated Accuracy
 BY1919;SPC TX C     - 3,165,700.    1,123,870.      MT  (+/- 180 meters Scaled)
 BY1919
 BY1919                          SUPERSEDED SURVEY CONTROL
 BY1919
 BY1919  NGVD 29 (??/??/92)   99.431  (m)          326.22   (f) ADJ UNCH    2 0
 BY1919
 BY1919.Superseded values are not recommended for survey control.
 BY1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1919.See file dsdata.txt to determine how the superseded data were derived.
 BY1919
 BY1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ243426(NAD 83)
 BY1919_MARKER: DB = BENCH MARK DISK
 BY1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1919_STAMPING: Y 389 1947
 BY1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1919+STABILITY: SURFACE MOTION
 BY1919
 BY1919  HISTORY     - Date     Condition        Report By
 BY1919  HISTORY     - 1947     MONUMENTED       CGS
 BY1919  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1919
 BY1919                          STATION DESCRIPTION
 BY1919
 BY1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1919'5.4 MI NW FROM ELWOOD.
 BY1919'ABOUT 5.4 MILES NORTHWEST ALONG STATE OSR HIGHWAY FROM THE ELWOOD
 BY1919'SCHOOL AT ELWOOD, 107.0 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 BY1919'A FENCE CORNER, 72.7 FEET WEST OF A TWELVE INCH OAK TREE, 53.0 FEET
 BY1919'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 BY1919'SOUTH OF A FENCE AND 1.5 FEET EAST OF A 4 X 4 IN. MARKER POST. A
 BY1919'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1919'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1919
 BY1919                          STATION RECOVERY (1996)
 BY1919
 BY1919'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1226 ***********************************************************************
 AN1226  DESIGNATION -  Y 39
 AN1226  PID         -  AN1226
 AN1226  STATE/COUNTY-  TX/REFUGIO
 AN1226  USGS QUAD   -  WOODSBORO (1978)
 AN1226
 AN1226                         *CURRENT SURVEY CONTROL
 AN1226  ___________________________________________________________________
 AN1226* NAD 83(1986)-  28 14 25.     (N)    097 19 49.     (W)     SCALED    
 AN1226* NAVD 88     -        13.853  (meters)      45.45   (feet)  ADJUSTED  
 AN1226  ___________________________________________________________________
 AN1226  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1226  DYNAMIC HT  -          13.832 (meters)      45.38  (feet)  COMP
 AN1226  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 AN1226
 AN1226  VERT ORDER  -  FIRST     CLASS I
 AN1226
 AN1226.The horizontal coordinates were scaled from a topographic map and have
 AN1226.an estimated accuracy of +/- 6 seconds.
 AN1226
 AN1226.The orthometric height was determined by differential leveling
 AN1226.and adjusted by the National Geodetic Survey in June 1991..
 AN1226
 AN1226.The geoid height was determined by GEOID03.
 AN1226
 AN1226.The dynamic height is computed by dividing the NAVD 88
 AN1226.geopotential number by the normal gravity value computed on the
 AN1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1226.degrees latitude (g = 980.6199 gals.).
 AN1226
 AN1226.The modeled gravity was interpolated from observed gravity values.
 AN1226
 AN1226;                    North         East    Units  Estimated Accuracy
 AN1226;SPC TXSC     - 4,046,270.      763,870.      MT  (+/- 180 meters Scaled)
 AN1226
 AN1226                          SUPERSEDED SURVEY CONTROL
 AN1226
 AN1226  NGVD 29 (??/??/92)   14.015  (m)           45.98   (f) ADJ UNCH    1 1
 AN1226
 AN1226.Superseded values are not recommended for survey control.
 AN1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1226.See file dsdata.txt to determine how the superseded data were derived.
 AN1226
 AN1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS638249(NAD 83)
 AN1226_MARKER: DB = BENCH MARK DISK
 AN1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1226_SP_SET: SIDEWALK
 AN1226_STAMPING: Y 39 1918 ELEV 46.060 FT
 AN1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1226
 AN1226  HISTORY     - Date     Condition        Report By
 AN1226  HISTORY     - 1918     MONUMENTED       CGS
 AN1226  HISTORY     - 1950     GOOD             NGS
 AN1226  HISTORY     - 1978     GOOD             NGS
 AN1226  HISTORY     - 19990724 GOOD             USPSQD
 AN1226
 AN1226                          STATION DESCRIPTION
 AN1226
 AN1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1226'IN WOODSBORO.
 AN1226'AT WOODSBORO, 1 1/2 BLOCKS SOUTHEAST OF THE ST. LOUIS, BROWNSVILLE AND
 AN1226'MEXICO RAILROAD STATION, AT THE SOUTHEAST CORNER OF THE F.B. ROOKE AND
 AN1226'SONS OFFICE BUILDING, 9.3 FEET NORTH OF THE SOUTH EDGE OF AN EAST AND
 AN1226'WEST SIDEWALK, 7.6 FEET WEST OF THE EAST EDGE OF A NORTH AND SOUTH
 AN1226'SIDEWALK, 1.4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 AN1226'SET IN THE TOP OF THE SIDEWALK.
 AN1226
 AN1226                          STATION RECOVERY (1978)
 AN1226
 AN1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1226'RECOVERED IN GOOD CONDITION.
 AN1226
 AN1226                          STATION RECOVERY (1999)
 AN1226
 AN1226'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0455 ***********************************************************************
 CS0455  DESIGNATION -  Y 390
 CS0455  PID         -  CS0455
 CS0455  STATE/COUNTY-  TX/HENDERSON
 CS0455  USGS QUAD   -  TOOL (1981)
 CS0455
 CS0455                         *CURRENT SURVEY CONTROL
 CS0455  ___________________________________________________________________
 CS0455* NAD 83(1986)-  32 18 42.     (N)    096 11 43.     (W)     SCALED    
 CS0455* NAVD 88     -       115.389  (meters)     378.57   (feet)  ADJUSTED  
 CS0455  ___________________________________________________________________
 CS0455  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0455  DYNAMIC HT  -         115.257 (meters)     378.14  (feet)  COMP
 CS0455  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 CS0455
 CS0455  VERT ORDER  -  SECOND    CLASS 0
 CS0455
 CS0455.The horizontal coordinates were scaled from a topographic map and have
 CS0455.an estimated accuracy of +/- 6 seconds.
 CS0455
 CS0455.The orthometric height was determined by differential leveling
 CS0455.and adjusted by the National Geodetic Survey in June 1991..
 CS0455
 CS0455.The geoid height was determined by GEOID03.
 CS0455
 CS0455.The dynamic height is computed by dividing the NAVD 88
 CS0455.geopotential number by the normal gravity value computed on the
 CS0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0455.degrees latitude (g = 980.6199 gals.).
 CS0455
 CS0455.The modeled gravity was interpolated from observed gravity values.
 CS0455
 CS0455;                    North         East    Units  Estimated Accuracy
 CS0455;SPC TXNC     - 2,073,910.      817,010.      MT  (+/- 180 meters Scaled)
 CS0455
 CS0455                          SUPERSEDED SURVEY CONTROL
 CS0455
 CS0455  NGVD 29 (??/??/92)  115.397  (m)          378.60   (f) ADJ UNCH    2 0
 CS0455
 CS0455.Superseded values are not recommended for survey control.
 CS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0455.See file dsdata.txt to determine how the superseded data were derived.
 CS0455
 CS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA640784(NAD 83)
 CS0455_MARKER: DB = BENCH MARK DISK
 CS0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0455_STAMPING: Y 390 1947
 CS0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0455+STABILITY: SURFACE MOTION
 CS0455
 CS0455  HISTORY     - Date     Condition        Report By
 CS0455  HISTORY     - 1947     MONUMENTED       CGS
 CS0455  HISTORY     - 1958     GOOD             USGS
 CS0455
 CS0455                          STATION DESCRIPTION
 CS0455
 CS0455'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0455'13.1 MI NW FROM TRINIDAD.
 CS0455'TO REACH FROM THE ST. LOUIS SOUTHWESTERN RAILROAD STATION AT TRINIDAD,
 CS0455'PROCEED 12.3 MILES NORTHWEST ON STATE HIGHWAY 274 TO GRADED ROAD
 CS0455'CROSSING, THENCE 0.8 MILE NORTH ON GRADED ROAD TO JUNCTION OF GRADED
 CS0455'ROAD LEADING WEST AND SITE OF MARK, 21 FEET SOUTH OF AND ACROSS THE
 CS0455'MAIN ROAD FROM THE CENTER OF A GRADED ROAD LEADING WEST, 48 FEET SOUTH
 CS0455'OF THE CENTER OF A PRIVATE DRIVE LEADING EAST TO A FARMHOUSE, 36.0
 CS0455'FEET EAST OF THE CENTER OF THE MAIN ROAD, 22.0 FEET NORTHEAST OF A
 CS0455'POWER POLE, 3 FEET NORTH OF A REFERENCE POST, SET IN A CONCRETE POST
 CS0455'ABOUT 2 FEET ABOVE ROAD AND PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1547 ***********************************************************************
 CS1547  DESIGNATION -  Y 391
 CS1547  PID         -  CS1547
 CS1547  STATE/COUNTY-  TX/TARRANT
 CS1547  USGS QUAD   -  AVONDALE (1982)
 CS1547
 CS1547                         *CURRENT SURVEY CONTROL
 CS1547  ___________________________________________________________________
 CS1547* NAD 83(1986)-  32 54 45.     (N)    097 24 02.     (W)     SCALED    
 CS1547* NAVD 88     -       249.571  (meters)     818.80   (feet)  ADJUSTED  
 CS1547  ___________________________________________________________________
 CS1547  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS1547  DYNAMIC HT  -         249.276 (meters)     817.83  (feet)  COMP
 CS1547  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 CS1547
 CS1547  VERT ORDER  -  FIRST     CLASS II
 CS1547
 CS1547.The horizontal coordinates were scaled from a topographic map and have
 CS1547.an estimated accuracy of +/- 6 seconds.
 CS1547
 CS1547.The orthometric height was determined by differential leveling
 CS1547.and adjusted by the National Geodetic Survey in June 1991..
 CS1547
 CS1547.The geoid height was determined by GEOID03.
 CS1547
 CS1547.The dynamic height is computed by dividing the NAVD 88
 CS1547.geopotential number by the normal gravity value computed on the
 CS1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1547.degrees latitude (g = 980.6199 gals.).
 CS1547
 CS1547.The modeled gravity was interpolated from observed gravity values.
 CS1547
 CS1547;                    North         East    Units  Estimated Accuracy
 CS1547;SPC TXNC     - 2,138,690.      702,830.      MT  (+/- 180 meters Scaled)
 CS1547
 CS1547                          SUPERSEDED SURVEY CONTROL
 CS1547
 CS1547  NGVD 29 (??/??/92)  249.537  (m)          818.69   (f) ADJ UNCH    1 2
 CS1547
 CS1547.Superseded values are not recommended for survey control.
 CS1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1547.See file dsdata.txt to determine how the superseded data were derived.
 CS1547
 CS1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB495427(NAD 83)
 CS1547_MARKER: DB = BENCH MARK DISK
 CS1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1547_STAMPING: Y 391 1947
 CS1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1547+STABILITY: SURFACE MOTION
 CS1547
 CS1547  HISTORY     - Date     Condition        Report By
 CS1547  HISTORY     - 1947     MONUMENTED       CGS
 CS1547  HISTORY     - 1962     GOOD             NGS
 CS1547  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1547  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1547
 CS1547                          STATION DESCRIPTION
 CS1547
 CS1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1547'4.7 MI NW FROM SAGINAW.
 CS1547'AT THE OLD HICKS AIRPORT WHICH IS ACROSS THE TRACKS EAST FROM U. S.
 CS1547'HIGHWAY NO. 81 AND 287, 4.7 MILES NORTHWEST OF SAGINAW, NEAR THE NORTH
 CS1547'EAST CORNER OF THE BUILDINGS AREA, 2 FEET NORTHEAST OF THE SOUTHEAST
 CS1547'CORNER OF THE OLD CONTROL TOWER WHICH IS NOW A STORE ROOM FOR THE
 CS1547'GREAT LAKES HOUSE TRAILER FACTORY.  THE TRAILER FACTORY OCCUPIES THE
 CS1547'OLD MAINTENANCE HANGAR ADJOINING THE CONTROL TOWER.  A STANDARD DISK
 CS1547'STAMPED Y 391 1947 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS1547'THIS MARK IS ABOUT 50 YARDS EAST OF BENCH MARK X 391 WHICH IS ON THE
 CS1547'WEST SIDE OF THE HANGER.  NOTE-- THE TRAILER FACTORY NO LONGER
 CS1547'OCCUPIES THE OLD MAINTENANCE HANGER.  THE BUILDING IS STILL THERE BUT
 CS1547'THE ADJOINING CONTROL TOWER HAS BEEN TORE DOWN.  THE BENCH MARK IS
 CS1547'ABOUT 60 YARDS EAST OF THE GATE ENTRANCE TO THE AMERICAN SHOT PEENING
 CS1547'CORP. BEST TRAILER COMPANY, AND 3 FEET NORTHEAST OF THE SOUTHEAST
 CS1547'CORNER OF THE OLD HANGER BUILDING.  THE DISK IS SET IN AN 8 X 8 IN.
 CS1547'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE BENCH MARK IS
 CS1547'0.6 MILE NORTHEAST ALONG THE ROAD LEADING INTO THE AIRPORT FROM THE
 CS1547'ENTRANCE TO THE OLD HICKS AIRPORT.
 CS1547
 CS1547                          STATION RECOVERY (1984)
 CS1547
 CS1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1547'MARK NOT FOUND.
 CS1547
 CS1547                          STATION RECOVERY (1996)
 CS1547
 CS1547'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0476 ***********************************************************************
 CS0476  DESIGNATION -  Y 392
 CS0476  PID         -  CS0476
 CS0476  STATE/COUNTY-  TX/HENDERSON
 CS0476  USGS QUAD   -  MALAKOFF (1981)
 CS0476
 CS0476                         *CURRENT SURVEY CONTROL
 CS0476  ___________________________________________________________________
 CS0476* NAD 83(1986)-  32 14 48.     (N)    096 05 54.     (W)     SCALED    
 CS0476* NAVD 88     -       104.364  (meters)     342.40   (feet)  ADJUSTED  
 CS0476  ___________________________________________________________________
 CS0476  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0476  DYNAMIC HT  -         104.245 (meters)     342.01  (feet)  COMP
 CS0476  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CS0476
 CS0476  VERT ORDER  -  SECOND    CLASS 0
 CS0476
 CS0476.The horizontal coordinates were scaled from a topographic map and have
 CS0476.an estimated accuracy of +/- 6 seconds.
 CS0476
 CS0476.The orthometric height was determined by differential leveling
 CS0476.and adjusted by the National Geodetic Survey in June 1991..
 CS0476
 CS0476.The geoid height was determined by GEOID03.
 CS0476
 CS0476.The dynamic height is computed by dividing the NAVD 88
 CS0476.geopotential number by the normal gravity value computed on the
 CS0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0476.degrees latitude (g = 980.6199 gals.).
 CS0476
 CS0476.The modeled gravity was interpolated from observed gravity values.
 CS0476
 CS0476;                    North         East    Units  Estimated Accuracy
 CS0476;SPC TXNC     - 2,066,910.      826,310.      MT  (+/- 180 meters Scaled)
 CS0476
 CS0476                          SUPERSEDED SURVEY CONTROL
 CS0476
 CS0476  NGVD 29 (??/??/92)  104.372  (m)          342.43   (f) ADJ UNCH    2 0
 CS0476
 CS0476.Superseded values are not recommended for survey control.
 CS0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0476.See file dsdata.txt to determine how the superseded data were derived.
 CS0476
 CS0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA733714(NAD 83)
 CS0476_MARKER: DB = BENCH MARK DISK
 CS0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0476_STAMPING: Y 392 1947
 CS0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0476+STABILITY: SURFACE MOTION
 CS0476
 CS0476  HISTORY     - Date     Condition        Report By
 CS0476  HISTORY     - 1947     MONUMENTED       CGS
 CS0476  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS0476
 CS0476                          STATION DESCRIPTION
 CS0476
 CS0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0476'3.7 MI SW FROM PAYNE SPRING.
 CS0476'0.8 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE PAYNE SPRING SCHOOL AT
 CS0476'PAYNE SPRING, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.9 MILE
 CS0476'SOUTH ALONG A DIRT ROAD TO THE SITE OF THE MARK, AT THE BEGINNING OF A
 CS0476'ONE TRACK PRIMITIVE ROAD, AT THE JUNCTION WITH A PRIVATE ROAD LEADING
 CS0476'SOUTHWEST, 47 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 26 FEET
 CS0476'SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 18 FEET NORTHWEST OF A
 CS0476'15 INCH OAK TREE, 13 FEET SOUTHEAST OF A 24 INCH OAK TREE, 2 FEET
 CS0476'NORTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0476'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CS0476
 CS0476                          STATION RECOVERY (1995)
 CS0476
 CS0476'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2359 ***********************************************************************
 BY2359  DESIGNATION -  Y 393
 BY2359  PID         -  BY2359
 BY2359  STATE/COUNTY-  TX/ANDERSON
 BY2359  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2359
 BY2359                         *CURRENT SURVEY CONTROL
 BY2359  ___________________________________________________________________
 BY2359* NAD 83(1986)-  31 47 41.     (N)    095 49 15.     (W)     SCALED    
 BY2359* NAVD 88     -       103.678  (meters)     340.15   (feet)  ADJUSTED  
 BY2359  ___________________________________________________________________
 BY2359  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BY2359  DYNAMIC HT  -         103.554 (meters)     339.74  (feet)  COMP
 BY2359  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 BY2359
 BY2359  VERT ORDER  -  SECOND    CLASS 0
 BY2359
 BY2359.The horizontal coordinates were scaled from a topographic map and have
 BY2359.an estimated accuracy of +/- 6 seconds.
 BY2359
 BY2359.The orthometric height was determined by differential leveling
 BY2359.and adjusted by the National Geodetic Survey in June 1991..
 BY2359
 BY2359.The geoid height was determined by GEOID03.
 BY2359
 BY2359.The dynamic height is computed by dividing the NAVD 88
 BY2359.geopotential number by the normal gravity value computed on the
 BY2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2359.degrees latitude (g = 980.6199 gals.).
 BY2359
 BY2359.The modeled gravity was interpolated from observed gravity values.
 BY2359
 BY2359;                    North         East    Units  Estimated Accuracy
 BY2359;SPC TX C     - 3,244,580.    1,127,220.      MT  (+/- 180 meters Scaled)
 BY2359
 BY2359                          SUPERSEDED SURVEY CONTROL
 BY2359
 BY2359  NGVD 29 (??/??/92)  103.658  (m)          340.08   (f) ADJ UNCH    2 0
 BY2359
 BY2359.Superseded values are not recommended for survey control.
 BY2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2359.See file dsdata.txt to determine how the superseded data were derived.
 BY2359
 BY2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR329211(NAD 83)
 BY2359_MARKER: DB = BENCH MARK DISK
 BY2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2359_STAMPING: Y 393 1947
 BY2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2359+STABILITY: SURFACE MOTION
 BY2359
 BY2359  HISTORY     - Date     Condition        Report By
 BY2359  HISTORY     - 1947     MONUMENTED       CGS
 BY2359
 BY2359                          STATION DESCRIPTION
 BY2359
 BY2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2359'3.2 MI SE FROM TENNESSEE COLONY.
 BY2359'ALONG A GRADED COUNTY ROAD LEADING TO TUCKER.  3.2 MILES SOUTHEAST OF
 BY2359'TENNESSEE COLONY SCHOOL.  NEAR THE JUNCTION OF A ROAD LEADING WEST. 51
 BY2359'FEET NORTHEAST OF THE CENTER OF THE MAIN ROAD. 9 FEET NORTHWEST OF A
 BY2359'CORNER FENCE POST.  3 FEET SOUTHWEST OF A WIRE FENCE.  2 FEET
 BY2359'SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1225 ***********************************************************************
 CS1225  DESIGNATION -  Y 394
 CS1225  PID         -  CS1225
 CS1225  STATE/COUNTY-  TX/DALLAS
 CS1225  USGS QUAD   -  DALLAS (1981)
 CS1225
 CS1225                         *CURRENT SURVEY CONTROL
 CS1225  ___________________________________________________________________
 CS1225* NAD 83(1986)-  32 49 40.     (N)    096 47 11.     (W)     SCALED    
 CS1225* NAVD 88     -       167.198  (meters)     548.55   (feet)  ADJUSTED  
 CS1225  ___________________________________________________________________
 CS1225  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CS1225  DYNAMIC HT  -         167.008 (meters)     547.93  (feet)  COMP
 CS1225  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CS1225
 CS1225  VERT ORDER  -  FIRST     CLASS II
 CS1225
 CS1225.The horizontal coordinates were scaled from a topographic map and have
 CS1225.an estimated accuracy of +/- 6 seconds.
 CS1225
 CS1225.The orthometric height was determined by differential leveling
 CS1225.and adjusted by the National Geodetic Survey in June 1991..
 CS1225
 CS1225.The geoid height was determined by GEOID03.
 CS1225
 CS1225.The dynamic height is computed by dividing the NAVD 88
 CS1225.geopotential number by the normal gravity value computed on the
 CS1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1225.degrees latitude (g = 980.6199 gals.).
 CS1225
 CS1225.The modeled gravity was interpolated from observed gravity values.
 CS1225
 CS1225;                    North         East    Units  Estimated Accuracy
 CS1225;SPC TXNC     - 2,130,060.      760,430.      MT  (+/- 180 meters Scaled)
 CS1225
 CS1225                          SUPERSEDED SURVEY CONTROL
 CS1225
 CS1225  NGVD 29 (??/??/92)  167.209  (m)          548.58   (f) ADJ UNCH    1 2
 CS1225
 CS1225.Superseded values are not recommended for survey control.
 CS1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1225.See file dsdata.txt to determine how the superseded data were derived.
 CS1225
 CS1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB072343(NAD 83)
 CS1225_MARKER: DB = BENCH MARK DISK
 CS1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1225_STAMPING: Y 394 1947
 CS1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1225+STABILITY: SURFACE MOTION
 CS1225
 CS1225  HISTORY     - Date     Condition        Report By
 CS1225  HISTORY     - 1947     MONUMENTED       CGS
 CS1225  HISTORY     - 1958     GOOD             NGS
 CS1225  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1225
 CS1225                          STATION DESCRIPTION
 CS1225
 CS1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1225'3.7 MI NNE FROM DALLAS.
 CS1225'ABOUT 3.7 MILES NORTH, NORTHEAST FROM THE DALLAS COUNTY COURT HOUSE,
 CS1225'ALONG THE M.K.T.R.R., 22.8 FEET NORTHWEST FROM THE CENTER OF THE
 CS1225'TRACKS AND ABOUT 0.2 MILE NORTHEAST FROM THE HIGHLAND PARK WATER TANK.
 CS1225'IT IS ON THE WEST OR BACK SIDE OF THE ICE PLANT AND ABOUT 93 YARDS
 CS1225'SOUTHWEST FROM THE COLE AVE. CROSSING.  A STANDARD DISK IN A CONCRETE
 CS1225'POST WHICH PROJECTS ABOUT 8 INCHES.
 CS1225
 CS1225                          STATION RECOVERY (1986)
 CS1225
 CS1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1186 ***********************************************************************
 CS1186  DESIGNATION -  Y 395
 CS1186  PID         -  CS1186
 CS1186  STATE/COUNTY-  TX/DALLAS
 CS1186  USGS QUAD   -  DALLAS (1981)
 CS1186
 CS1186                         *CURRENT SURVEY CONTROL
 CS1186  ___________________________________________________________________
 CS1186* NAD 83(1986)-  32 45 43.     (N)    096 47 33.     (W)     SCALED    
 CS1186* NAVD 88     -       125.440  (meters)     411.55   (feet)  ADJUSTED  
 CS1186  ___________________________________________________________________
 CS1186  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CS1186  DYNAMIC HT  -         125.296 (meters)     411.08  (feet)  COMP
 CS1186  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 CS1186
 CS1186  VERT ORDER  -  FIRST     CLASS II
 CS1186
 CS1186.The horizontal coordinates were scaled from a topographic map and have
 CS1186.an estimated accuracy of +/- 6 seconds.
 CS1186
 CS1186.The orthometric height was determined by differential leveling
 CS1186.and adjusted by the National Geodetic Survey in June 1991..
 CS1186
 CS1186.The geoid height was determined by GEOID03.
 CS1186
 CS1186.The dynamic height is computed by dividing the NAVD 88
 CS1186.geopotential number by the normal gravity value computed on the
 CS1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1186.degrees latitude (g = 980.6199 gals.).
 CS1186
 CS1186.The modeled gravity was interpolated from observed gravity values.
 CS1186
 CS1186;                    North         East    Units  Estimated Accuracy
 CS1186;SPC TXNC     - 2,122,760.      759,970.      MT  (+/- 180 meters Scaled)
 CS1186
 CS1186                          SUPERSEDED SURVEY CONTROL
 CS1186
 CS1186  NGVD 29 (??/??/92)  125.454  (m)          411.59   (f) ADJ UNCH    1 2
 CS1186
 CS1186.Superseded values are not recommended for survey control.
 CS1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1186.See file dsdata.txt to determine how the superseded data were derived.
 CS1186
 CS1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB067270(NAD 83)
 CS1186_MARKER: DB = BENCH MARK DISK
 CS1186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1186_SP_SET: ABUTMENT
 CS1186_STAMPING: Y 395 1947
 CS1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1186
 CS1186  HISTORY     - Date     Condition        Report By
 CS1186  HISTORY     - 1947     MONUMENTED       CGS
 CS1186  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1186
 CS1186                          STATION DESCRIPTION
 CS1186
 CS1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1186'IN DALLAS.
 CS1186'AT DALLAS, ON THE MISSOURI-KANSAS-TEXAS RAILROAD, AT THE CORINTH
 CS1186'STREET UNDERPASS, 32.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 CS1186'LINE OF THE SOUTH TRACK, 2.4 FEET NORTH OF THE WEST END OF THE SOUTH
 CS1186'CONCRETE GUARD RAIL AND ON TOP OF THE SOUTH END OF THE WEST CONCRETE
 CS1186'ABUTEMENT OF THE UNDERPASS.  A BRONZE BENCH MARK DISK SET IN A DRILL
 CS1186'HOLE IN CONCRETE.
 CS1186
 CS1186                          STATION RECOVERY (1958)
 CS1186
 CS1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0596 ***********************************************************************
 CR0596  DESIGNATION -  Y 396
 CR0596  PID         -  CR0596
 CR0596  STATE/COUNTY-  TX/HENDERSON
 CR0596  USGS QUAD   -  CROSS ROADS (1984)
 CR0596
 CR0596                         *CURRENT SURVEY CONTROL
 CR0596  ___________________________________________________________________
 CR0596* NAD 83(1986)-  32 07 07.     (N)    095 54 18.     (W)     SCALED    
 CR0596* NAVD 88     -       140.050  (meters)     459.48   (feet)  ADJUSTED  
 CR0596  ___________________________________________________________________
 CR0596  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0596  DYNAMIC HT  -         139.887 (meters)     458.95  (feet)  COMP
 CR0596  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 CR0596
 CR0596  VERT ORDER  -  SECOND    CLASS 0
 CR0596
 CR0596.The horizontal coordinates were scaled from a topographic map and have
 CR0596.an estimated accuracy of +/- 6 seconds.
 CR0596
 CR0596.The orthometric height was determined by differential leveling
 CR0596.and adjusted by the National Geodetic Survey in June 1991..
 CR0596
 CR0596.The geoid height was determined by GEOID03.
 CR0596
 CR0596.The dynamic height is computed by dividing the NAVD 88
 CR0596.geopotential number by the normal gravity value computed on the
 CR0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0596.degrees latitude (g = 980.6199 gals.).
 CR0596
 CR0596.The modeled gravity was interpolated from observed gravity values.
 CR0596
 CR0596;                    North         East    Units  Estimated Accuracy
 CR0596;SPC TXNC     - 2,053,140.      844,870.      MT  (+/- 180 meters Scaled)
 CR0596
 CR0596                          SUPERSEDED SURVEY CONTROL
 CR0596
 CR0596  NGVD 29 (??/??/92)  140.053  (m)          459.49   (f) ADJ UNCH    2 0
 CR0596
 CR0596.Superseded values are not recommended for survey control.
 CR0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0596.See file dsdata.txt to determine how the superseded data were derived.
 CR0596
 CR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR259572(NAD 83)
 CR0596_MARKER: DB = BENCH MARK DISK
 CR0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0596_STAMPING: Y 396 1947
 CR0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0596+STABILITY: SURFACE MOTION
 CR0596
 CR0596  HISTORY     - Date     Condition        Report By
 CR0596  HISTORY     - 1947     MONUMENTED       CGS
 CR0596  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0596
 CR0596                          STATION DESCRIPTION
 CR0596
 CR0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0596'7.3 MI SW FROM ATHENS.
 CR0596'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 6.1 MILES SOUTHWEST
 CR0596'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, 143.0 FEET
 CR0596'SOUTHWEST OF THE INTERSECTION OF THE CENTER-LINES OF THE HIGHWAY AND
 CR0596'AN OILED CROSS ROAD, 44.5 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 CR0596'5.0 FEET SOUTHWEST OF A 2-FOOT OAK TREE WHICH IS BEING USED FOR A
 CR0596'FENCE CORNER POST, 3.8 FEET NORTHEAST OF A REFERENCE POST, 1.3 FOOT
 CR0596'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST
 CR0596'ABOUT 2 FEET ABOVE THE HIGHWAY AND PROJECTING 0.3 FOOT.
 CR0596
 CR0596                          STATION RECOVERY (1977)
 CR0596
 CR0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0491 ***********************************************************************
 CS0491  DESIGNATION -  Y 397
 CS0491  PID         -  CS0491
 CS0491  STATE/COUNTY-  TX/HENDERSON
 CS0491  USGS QUAD   -  TOOL (1981)
 CS0491
 CS0491                         *CURRENT SURVEY CONTROL
 CS0491  ___________________________________________________________________
 CS0491* NAD 83(1986)-  32 16 00.     (N)    096 12 43.     (W)     SCALED    
 CS0491* NAVD 88     -        92.402  (meters)     303.16   (feet)  ADJUSTED  
 CS0491  ___________________________________________________________________
 CS0491  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0491  DYNAMIC HT  -          92.296 (meters)     302.81  (feet)  COMP
 CS0491  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 CS0491
 CS0491  VERT ORDER  -  SECOND    CLASS 0
 CS0491
 CS0491.The horizontal coordinates were scaled from a topographic map and have
 CS0491.an estimated accuracy of +/- 6 seconds.
 CS0491
 CS0491.The orthometric height was determined by differential leveling
 CS0491.and adjusted by the National Geodetic Survey in June 1991..
 CS0491
 CS0491.The geoid height was determined by GEOID03.
 CS0491
 CS0491.The dynamic height is computed by dividing the NAVD 88
 CS0491.geopotential number by the normal gravity value computed on the
 CS0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0491.degrees latitude (g = 980.6199 gals.).
 CS0491
 CS0491.The modeled gravity was interpolated from observed gravity values.
 CS0491
 CS0491;                    North         East    Units  Estimated Accuracy
 CS0491;SPC TXNC     - 2,068,880.      815,550.      MT  (+/- 180 meters Scaled)
 CS0491
 CS0491                          SUPERSEDED SURVEY CONTROL
 CS0491
 CS0491  NGVD 29 (??/??/92)   92.408  (m)          303.18   (f) ADJ UNCH    2 0
 CS0491
 CS0491.Superseded values are not recommended for survey control.
 CS0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0491.See file dsdata.txt to determine how the superseded data were derived.
 CS0491
 CS0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA626734(NAD 83)
 CS0491_MARKER: DB = BENCH MARK DISK
 CS0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0491_STAMPING: Y 397 1947
 CS0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0491+STABILITY: SURFACE MOTION
 CS0491
 CS0491  HISTORY     - Date     Condition        Report By
 CS0491  HISTORY     - 1947     MONUMENTED       CGS
 CS0491
 CS0491                          STATION DESCRIPTION
 CS0491
 CS0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0491'12.7 MI NW FROM TRINIDAD.
 CS0491'9.5 MILES NORTHWEST ALONG STATE HIGHWAY 274 FROM THE ST. LOUIS
 CS0491'SOUTHWESTERN RAILROAD STATION AT TRINIDAD TO THE END OF THE PAVEMENT,
 CS0491'THENCE 3.2 MILES WEST ALONG A DIRT ROAD TO THE SITE OF THE MARK, 0.75
 CS0491'MILE EAST OF THE HUMBLE PIPE LINE PUMPING STATION, 0.15 MILE WEST OF A
 CS0491'SHORT DOUBLE TURN IN THE ROAD, 36 FEET WEST OF THE CENTER LINE OF A
 CS0491'PRIVATE DIRT ROAD LEADING SOUTH INTO A PASTURE, 33 FEET SOUTH OF THE
 CS0491'CENTER LINE OF THE MAIN ROAD, 11 FEET WEST OF A TELEPHONE POLE, 2 FEET
 CS0491'WEST OF A 4X4 MARKER POST, 2 FEET SOUTH OF THE SOUTH RIGHT OF WAY
 CS0491'FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS0491'3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2316 ***********************************************************************
 BY2316  DESIGNATION -  Y 398
 BY2316  PID         -  BY2316
 BY2316  STATE/COUNTY-  TX/ANDERSON
 BY2316  USGS QUAD   -  CAYUGA (1982)
 BY2316
 BY2316                         *CURRENT SURVEY CONTROL
 BY2316  ___________________________________________________________________
 BY2316* NAD 83(1986)-  31 54 03.     (N)    095 55 09.     (W)     SCALED    
 BY2316* NAVD 88     -       103.444  (meters)     339.38   (feet)  ADJUSTED  
 BY2316  ___________________________________________________________________
 BY2316  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BY2316  DYNAMIC HT  -         103.321 (meters)     338.98  (feet)  COMP
 BY2316  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 BY2316
 BY2316  VERT ORDER  -  SECOND    CLASS 0
 BY2316
 BY2316.The horizontal coordinates were scaled from a topographic map and have
 BY2316.an estimated accuracy of +/- 6 seconds.
 BY2316
 BY2316.The orthometric height was determined by differential leveling
 BY2316.and adjusted by the National Geodetic Survey in June 1991..
 BY2316
 BY2316.The geoid height was determined by GEOID03.
 BY2316
 BY2316.The dynamic height is computed by dividing the NAVD 88
 BY2316.geopotential number by the normal gravity value computed on the
 BY2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2316.degrees latitude (g = 980.6199 gals.).
 BY2316
 BY2316.The modeled gravity was interpolated from observed gravity values.
 BY2316
 BY2316;                    North         East    Units  Estimated Accuracy
 BY2316;SPC TX C     - 3,255,960.    1,117,450.      MT  (+/- 180 meters Scaled)
 BY2316
 BY2316                          SUPERSEDED SURVEY CONTROL
 BY2316
 BY2316  NGVD 29 (??/??/92)  103.433  (m)          339.35   (f) ADJ UNCH    2 0
 BY2316
 BY2316.Superseded values are not recommended for survey control.
 BY2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2316.See file dsdata.txt to determine how the superseded data were derived.
 BY2316
 BY2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR239331(NAD 83)
 BY2316_MARKER: DB = BENCH MARK DISK
 BY2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2316_STAMPING: Y 398 1947
 BY2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2316+STABILITY: SURFACE MOTION
 BY2316
 BY2316  HISTORY     - Date     Condition        Report By
 BY2316  HISTORY     - 1947     MONUMENTED       CGS
 BY2316  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2316
 BY2316                          STATION DESCRIPTION
 BY2316
 BY2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2316'1.4 MI S FROM BETHEL.
 BY2316'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2316'THENCE 1.1 MILES SOUTH ALONG A COUNTY ROAD TO THE SITE OF THE MARK,
 BY2316'180 FEET NORTH OF THE NORTH END OF A WOODEN BRIDGE, 53 FEET NORTH OF A
 BY2316'FENCE CORNER, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 26 FEET
 BY2316'NORTH OF AN 18 INCH OAK TREE, 2 FEET SOUTH OF A 4X4 MARKER POST.  A
 BY2316'BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 BY2316
 BY2316                          STATION RECOVERY (1977)
 BY2316
 BY2316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2224 ***********************************************************************
 BY2224  DESIGNATION -  Y 399
 BY2224  PID         -  BY2224
 BY2224  STATE/COUNTY-  TX/ANDERSON
 BY2224  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2224
 BY2224                         *CURRENT SURVEY CONTROL
 BY2224  ___________________________________________________________________
 BY2224* NAD 83(1986)-  31 46 55.     (N)    095 42 04.     (W)     SCALED    
 BY2224* NAVD 88     -       122.009  (meters)     400.29   (feet)  ADJUSTED  
 BY2224  ___________________________________________________________________
 BY2224  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BY2224  DYNAMIC HT  -         121.861 (meters)     399.81  (feet)  COMP
 BY2224  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BY2224
 BY2224  VERT ORDER  -  FIRST     CLASS II
 BY2224
 BY2224.This mark is at Palestine Muni (PSN) Airport (PSN)
 BY2224
 BY2224.The horizontal coordinates were scaled from a topographic map and have
 BY2224.an estimated accuracy of +/- 6 seconds.
 BY2224
 BY2224.The orthometric height was determined by differential leveling
 BY2224.and adjusted by the National Geodetic Survey in June 1991..
 BY2224
 BY2224.The geoid height was determined by GEOID03.
 BY2224
 BY2224.The dynamic height is computed by dividing the NAVD 88
 BY2224.geopotential number by the normal gravity value computed on the
 BY2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2224.degrees latitude (g = 980.6199 gals.).
 BY2224
 BY2224.The modeled gravity was interpolated from observed gravity values.
 BY2224
 BY2224;                    North         East    Units  Estimated Accuracy
 BY2224;SPC TX C     - 3,243,630.    1,138,610.      MT  (+/- 180 meters Scaled)
 BY2224
 BY2224                          SUPERSEDED SURVEY CONTROL
 BY2224
 BY2224  NGVD 29 (??/??/92)  121.985  (m)          400.21   (f) ADJ UNCH    1 2
 BY2224
 BY2224.Superseded values are not recommended for survey control.
 BY2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2224.See file dsdata.txt to determine how the superseded data were derived.
 BY2224
 BY2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR442194(NAD 83)
 BY2224_MARKER: DB = BENCH MARK DISK
 BY2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2224_STAMPING: Y 399 1947
 BY2224_MARK LOGO: CGS   
 BY2224_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2224+STABILITY: SURFACE MOTION
 BY2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2224+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1997
 BY2224
 BY2224  HISTORY     - Date     Condition        Report By
 BY2224  HISTORY     - 1947     MONUMENTED       CGS
 BY2224  HISTORY     - 19971017 GOOD             NGS
 BY2224  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2224
 BY2224                          STATION DESCRIPTION
 BY2224
 BY2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2224'5.7 MI NW FROM PALESTINE.
 BY2224'5.7 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY2224'PALESTINE, AT THE PALESTINE MUNICIPAL AIRPORT, NEAR THE ADMINISTRATION
 BY2224'BUILDING, 53 FEET SOUTHWEST OF A FENCE CORNER, 6 FEET NORTHEAST OF THE
 BY2224'NORTHWEST CORNER OF THE BUILDING, 1 FOOT SOUTHEAST OF A WIRE FENCE. A
 BY2224'BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 BY2224
 BY2224                          STATION RECOVERY (1997)
 BY2224
 BY2224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2224'6.9 KM (4.30 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 BY2224'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, THENCE 1.5 KM (0.95 MI)
 BY2224'SOUTHERLY ALONG COUNTY ROAD 431, 28.9 M (94.8 FT) SOUTHWEST OF THE
 BY2224'ROAD CENTER, 13.3 M (43.6 FT) NORTHWEST OF THE NORTHWEST EDGE OF A
 BY2224'PARKING LOT, 12.4 M (40.7 FT) SOUTH OF THE EAST CORNER OF A HANGER,
 BY2224'2.3 M (7.5 FT) NORTHEAST OF THE NORTH CORNER OF THE PALESTINE
 BY2224'MUNICIPAL AIRPORT OFFICE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 BY2224'SURFACE.
 BY2224
 BY2224                          STATION RECOVERY (2002)
 BY2224
 BY2224'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0867 ***********************************************************************
 BL0867  DESIGNATION -  Y 400
 BL0867  PID         -  BL0867
 BL0867  STATE/COUNTY-  TX/WALKER
 BL0867  USGS QUAD   -  RIVERSIDE (1997)
 BL0867
 BL0867                         *CURRENT SURVEY CONTROL
 BL0867  ___________________________________________________________________
 BL0867* NAD 83(1986)-  30 52 08.     (N)    095 26 50.     (W)     SCALED    
 BL0867* NAVD 88     -        53.67   (+/-2cm)     176.1    (feet)  VERTCON   
 BL0867  ___________________________________________________________________
 BL0867  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL0867
 BL0867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0867
 BL0867.The horizontal coordinates were scaled from a topographic map and have
 BL0867.an estimated accuracy of +/- 6 seconds.
 BL0867
 BL0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0867.The vertical order pertains to the NGVD 29 superseded value.
 BL0867
 BL0867.The geoid height was determined by GEOID03.
 BL0867
 BL0867;                    North         East    Units  Estimated Accuracy
 BL0867;SPC TX C     - 3,143,530.    1,167,080.      MT  (+/- 180 meters Scaled)
 BL0867
 BL0867                          SUPERSEDED SURVEY CONTROL
 BL0867
 BL0867  NGVD 29 (??/??/92)   53.679  (m)          176.11   (f) ADJ UNCH    2 0
 BL0867
 BL0867.Superseded values are not recommended for survey control.
 BL0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0867.See file dsdata.txt to determine how the superseded data were derived.
 BL0867
 BL0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ660176(NAD 83)
 BL0867_MARKER: DB = BENCH MARK DISK
 BL0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0867_STAMPING: Y 400 1947
 BL0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0867+STABILITY: SURFACE MOTION
 BL0867
 BL0867  HISTORY     - Date     Condition        Report By
 BL0867  HISTORY     - 1947     MONUMENTED       CGS
 BL0867  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0867
 BL0867                          STATION DESCRIPTION
 BL0867
 BL0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0867'3.2 MI W FROM RIVERSIDE.
 BL0867'3.2 MILES WEST ALONG A GRAVEL ROAD FROM THE RIVERSIDE HIGH SCHOOL AT
 BL0867'RIVERSIDE, ON THE OUTSIDE OF AND AT THE EAST END OF A CURVE IN THE
 BL0867'ROAD, 1.0 MILE WEST OF THE BRIDGE OVER HARMONS CREEK, 193.0 FEET EAST
 BL0867'OF THE CENTER OF A PRIVATE DIRT ROAD LEADING NORTHEAST, 34.0 FEET
 BL0867'NORTH OF THE CENTER OF THE MAIN ROAD, 23.5 FEET SOUTHWEST OF A 2-FOOT
 BL0867'OAK TREE, 2.3 FEET WEST OF A REFERENCE POST, 1.0 FOOT SOUTH OF THE
 BL0867'NORTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 BL0867'ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
 BL0867
 BL0867                          STATION RECOVERY (1996)
 BL0867
 BL0867'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1443 ***********************************************************************
 BY1443  DESIGNATION -  Y 401 RESET 1963
 BY1443  PID         -  BY1443
 BY1443  STATE/COUNTY-  TX/HOUSTON
 BY1443  USGS QUAD   -  CROCKETT (1950)
 BY1443
 BY1443                         *CURRENT SURVEY CONTROL
 BY1443  ___________________________________________________________________
 BY1443* NAD 83(1986)-  31 18 51.     (N)    095 28 14.     (W)     SCALED    
 BY1443* NAVD 88     -       100.334  (meters)     329.18   (feet)  ADJUSTED  
 BY1443  ___________________________________________________________________
 BY1443  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1443  DYNAMIC HT  -         100.208 (meters)     328.77  (feet)  COMP
 BY1443  MODELED GRAV-     979,386.2   (mgal)                       NAVD 88
 BY1443
 BY1443  VERT ORDER  -  FIRST     CLASS II
 BY1443
 BY1443.The horizontal coordinates were scaled from a topographic map and have
 BY1443.an estimated accuracy of +/- 6 seconds.
 BY1443
 BY1443.The orthometric height was determined by differential leveling
 BY1443.and adjusted by the National Geodetic Survey in June 1991..
 BY1443
 BY1443.The geoid height was determined by GEOID03.
 BY1443
 BY1443.The dynamic height is computed by dividing the NAVD 88
 BY1443.geopotential number by the normal gravity value computed on the
 BY1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1443.degrees latitude (g = 980.6199 gals.).
 BY1443
 BY1443.The modeled gravity was interpolated from observed gravity values.
 BY1443
 BY1443;                    North         East    Units  Estimated Accuracy
 BY1443;SPC TX C     - 3,192,750.    1,162,690.      MT  (+/- 180 meters Scaled)
 BY1443
 BY1443                          SUPERSEDED SURVEY CONTROL
 BY1443
 BY1443  NGVD 29 (??/??/??)  100.32   (m)          329.1    (f) RESET       3  
 BY1443
 BY1443.Superseded values are not recommended for survey control.
 BY1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1443.See file dsdata.txt to determine how the superseded data were derived.
 BY1443
 BY1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ648670(NAD 83)
 BY1443_MARKER: DB = BENCH MARK DISK
 BY1443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1443_SP_SET: CULVERT
 BY1443_STAMPING: Y 401 RESET 1963
 BY1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1443+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 BY1443
 BY1443  HISTORY     - Date     Condition        Report By
 BY1443  HISTORY     - 1963     MONUMENTED       CGS
 BY1443  HISTORY     - 1980     GOOD             NGS
 BY1443  HISTORY     - 20040318 GOOD             INDIV
 BY1443
 BY1443                          STATION DESCRIPTION
 BY1443
 BY1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BY1443'0.9 MI W FROM CROCKETT.
 BY1443'TO REACH FROM THE COURTHOUSE AT CROCKETT GO WEST 0.9 MILE ALONG STATE
 BY1443'HIGHWAY 7 TO SITE OF MARK, BENCH MARK IS 33.0 FEET NORTH OF AND ABOUT
 BY1443'LEVEL WITH THE CENTERLINE OF THE HIGHWAY, ON TOP OF THE EAST END OF
 BY1443'THE NORTH HEADWALL OF AN 8 X 8 FT. CONCRETE CULVERT.  A BRONZE BENCH
 BY1443'MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 BY1443
 BY1443                          STATION RECOVERY (1980)
 BY1443
 BY1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1443'1.45 KM. (0.9 MI.) WEST ALONG STATE HIGHWAY 7 FROM THE HOUSTON COUNTY
 BY1443'COURTHOUSE IN CROCKETT, IN TOP OF THE EAST END OF THE NORTH HEADWALL
 BY1443'OF A 2.4-M. BY 2.4-M. CONCRETE CULVERT, 10.1 M. (33.0 FT.) NORTH OF
 BY1443'THE CENTERLINE OF THE HIGHWAY.
 BY1443'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY1443
 BY1443                          STATION RECOVERY (2004)
 BY1443
 BY1443'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DMW)
 BY1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1826 ***********************************************************************
 BY1826  DESIGNATION -  Y 402
 BY1826  PID         -  BY1826
 BY1826  STATE/COUNTY-  TX/HOUSTON
 BY1826  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1826
 BY1826                         *CURRENT SURVEY CONTROL
 BY1826  ___________________________________________________________________
 BY1826* NAD 83(1986)-  31 17 57.     (N)    095 35 35.     (W)     SCALED    
 BY1826* NAVD 88     -        95.58   (+/-2cm)     313.6    (feet)  VERTCON   
 BY1826  ___________________________________________________________________
 BY1826  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY1826
 BY1826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1826
 BY1826.The horizontal coordinates were scaled from a topographic map and have
 BY1826.an estimated accuracy of +/- 6 seconds.
 BY1826
 BY1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1826.The vertical order pertains to the NGVD 29 superseded value.
 BY1826
 BY1826.The geoid height was determined by GEOID03.
 BY1826
 BY1826;                    North         East    Units  Estimated Accuracy
 BY1826;SPC TX C     - 3,190,590.    1,151,110.      MT  (+/- 180 meters Scaled)
 BY1826
 BY1826                          SUPERSEDED SURVEY CONTROL
 BY1826
 BY1826  NGVD 29 (??/??/92)   95.573  (m)          313.56   (f) ADJ UNCH    2 0
 BY1826
 BY1826.Superseded values are not recommended for survey control.
 BY1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1826.See file dsdata.txt to determine how the superseded data were derived.
 BY1826
 BY1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ531656(NAD 83)
 BY1826_MARKER: DB = BENCH MARK DISK
 BY1826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1826_SP_SET: CULVERT
 BY1826_STAMPING: Y 402 1947
 BY1826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1826
 BY1826  HISTORY     - Date     Condition        Report By
 BY1826  HISTORY     - 1947     MONUMENTED       CGS
 BY1826  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1826
 BY1826                          STATION DESCRIPTION
 BY1826
 BY1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1826'8.7 MI W FROM CROCKETT.
 BY1826'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 8.7 MILES ALONG
 BY1826'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS 18.0 FEET SOUTH OF
 BY1826'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 BY1826'CENTER OF THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT.  A BRONZE
 BY1826'BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.  NOTE-- PROBABLY
 BY1826'DESTROYED BY ROAD EQUIPMENT.
 BY1826
 BY1826                          STATION RECOVERY (1964)
 BY1826
 BY1826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1847 ***********************************************************************
 BY1847  DESIGNATION -  Y 403
 BY1847  PID         -  BY1847
 BY1847  STATE/COUNTY-  TX/LEON
 BY1847  USGS QUAD   -  CENTERVILLE (1964)
 BY1847
 BY1847                         *CURRENT SURVEY CONTROL
 BY1847  ___________________________________________________________________
 BY1847* NAD 83(1986)-  31 17 25.     (N)    095 52 48.     (W)     SCALED    
 BY1847* NAVD 88     -       133.36   (+/-2cm)     437.5    (feet)  VERTCON   
 BY1847  ___________________________________________________________________
 BY1847  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY1847
 BY1847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1847
 BY1847.The horizontal coordinates were scaled from a topographic map and have
 BY1847.an estimated accuracy of +/- 6 seconds.
 BY1847
 BY1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1847.The vertical order pertains to the NGVD 29 superseded value.
 BY1847
 BY1847.The geoid height was determined by GEOID03.
 BY1847
 BY1847;                    North         East    Units  Estimated Accuracy
 BY1847;SPC TX C     - 3,188,470.    1,123,860.      MT  (+/- 180 meters Scaled)
 BY1847
 BY1847                          SUPERSEDED SURVEY CONTROL
 BY1847
 BY1847  NGVD 29 (??/??/92)  133.335  (m)          437.45   (f) ADJ UNCH    2 0
 BY1847
 BY1847.Superseded values are not recommended for survey control.
 BY1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1847.See file dsdata.txt to determine how the superseded data were derived.
 BY1847
 BY1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ258653(NAD 83)
 BY1847_MARKER: DB = BENCH MARK DISK
 BY1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1847_STAMPING: Y 403 1947
 BY1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1847+STABILITY: SURFACE MOTION
 BY1847
 BY1847  HISTORY     - Date     Condition        Report By
 BY1847  HISTORY     - 1947     MONUMENTED       CGS
 BY1847
 BY1847                          STATION DESCRIPTION
 BY1847
 BY1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1847'6.5 MI E FROM CENTERVILLE.
 BY1847'ABOUT 6.5 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1847'CENTERVILLE, ABOUT 0.2 MILE EAST OF A DIRT ROAD LEADING NORTH TO
 BY1847'DAVISVILLE, 49.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BY1847'THE HIGHWAY, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4
 BY1847'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1847'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1793 ***********************************************************************
 BY1793  DESIGNATION -  Y 404
 BY1793  PID         -  BY1793
 BY1793  STATE/COUNTY-  TX/LEON
 BY1793  USGS QUAD   -  LAKE LEON (1964)
 BY1793
 BY1793                         *CURRENT SURVEY CONTROL
 BY1793  ___________________________________________________________________
 BY1793* NAD 83(1986)-  31 28 43.     (N)    095 45 27.     (W)     SCALED    
 BY1793* NAVD 88     -        74.97   (+/-2cm)     246.0    (feet)  VERTCON   
 BY1793  ___________________________________________________________________
 BY1793  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BY1793
 BY1793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1793
 BY1793.The horizontal coordinates were scaled from a topographic map and have
 BY1793.an estimated accuracy of +/- 6 seconds.
 BY1793
 BY1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1793.The vertical order pertains to the NGVD 29 superseded value.
 BY1793
 BY1793.The geoid height was determined by GEOID03.
 BY1793
 BY1793;                    North         East    Units  Estimated Accuracy
 BY1793;SPC TX C     - 3,209,810.    1,134,660.      MT  (+/- 180 meters Scaled)
 BY1793
 BY1793                          SUPERSEDED SURVEY CONTROL
 BY1793
 BY1793  NGVD 29 (??/??/92)   74.954  (m)          245.91   (f) ADJ UNCH    2 0
 BY1793
 BY1793.Superseded values are not recommended for survey control.
 BY1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1793.See file dsdata.txt to determine how the superseded data were derived.
 BY1793
 BY1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ380859(NAD 83)
 BY1793_MARKER: DB = BENCH MARK DISK
 BY1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1793_STAMPING: Y 404 1947
 BY1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1793+STABILITY: SURFACE MOTION
 BY1793
 BY1793  HISTORY     - Date     Condition        Report By
 BY1793  HISTORY     - 1947     MONUMENTED       CGS
 BY1793  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1793
 BY1793                          STATION DESCRIPTION
 BY1793
 BY1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1793'10.5 MI SE FROM OAKWOOD.
 BY1793'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1793'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY1793'SOUTHEASTERLY 10.4 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1793'BENCH MARK IS 55.0 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER
 BY1793'LINE OF THE ROAD, 46.0 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 BY1793'CORRUGATED IRON CULVERT, 16.4 FEET SOUTHWEST OF A FENCE CORNER, 11.0
 BY1793'FEET SOUTHEAST OF A TWENTYFOUR INCH OAK TREE, 1.0 FOOT SOUTHEAST OF A
 BY1793'FENCE AND 1.0 FOOT NORTHEAST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH
 BY1793'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1
 BY1793'INCH ABOVE GROUND.  NOTE-- HIGHWAY HAS BEEN RELOCATED AFTER THIS MARK
 BY1793'WAS SET.
 BY1793
 BY1793                          STATION RECOVERY (1964)
 BY1793
 BY1793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1774 ***********************************************************************
 BY1774  DESIGNATION -  Y 405
 BY1774  PID         -  BY1774
 BY1774  STATE/COUNTY-  TX/HOUSTON
 BY1774  USGS QUAD   -  HAYS SPRING (1964)
 BY1774
 BY1774                         *CURRENT SURVEY CONTROL
 BY1774  ___________________________________________________________________
 BY1774* NAD 83(1986)-  31 27 52.     (N)    095 33 57.     (W)     SCALED    
 BY1774* NAVD 88     -       129.99   (+/-2cm)     426.5    (feet)  VERTCON   
 BY1774  ___________________________________________________________________
 BY1774  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1774
 BY1774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1774
 BY1774.The horizontal coordinates were scaled from a topographic map and have
 BY1774.an estimated accuracy of +/- 6 seconds.
 BY1774
 BY1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1774.The vertical order pertains to the NGVD 29 superseded value.
 BY1774
 BY1774.The geoid height was determined by GEOID03.
 BY1774
 BY1774;                    North         East    Units  Estimated Accuracy
 BY1774;SPC TX C     - 3,209,000.    1,152,920.      MT  (+/- 180 meters Scaled)
 BY1774
 BY1774                          SUPERSEDED SURVEY CONTROL
 BY1774
 BY1774  NGVD 29 (??/??/92)  129.980  (m)          426.44   (f) ADJ UNCH    2 0
 BY1774
 BY1774.Superseded values are not recommended for survey control.
 BY1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1774.See file dsdata.txt to determine how the superseded data were derived.
 BY1774
 BY1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ562839(NAD 83)
 BY1774_MARKER: DB = BENCH MARK DISK
 BY1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1774_STAMPING: Y 405 1947
 BY1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1774+STABILITY: SURFACE MOTION
 BY1774
 BY1774  HISTORY     - Date     Condition        Report By
 BY1774  HISTORY     - 1947     MONUMENTED       CGS
 BY1774  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1774
 BY1774                          STATION DESCRIPTION
 BY1774
 BY1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1774'6.0 MI SW FROM GRAPELAND.
 BY1774'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1774'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY 6.0
 BY1774'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 39.0
 BY1774'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY1774'10.5 FEET EAST OF A FIFTEEN INCH HICKORY TREE, 2.5 FEET NORTH OF A
 BY1774'FENCE AND 1.5 FEET EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY1774'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1
 BY1774'INCH ABOVE GROUND.
 BY1774
 BY1774                          STATION RECOVERY (1964)
 BY1774
 BY1774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1815 ***********************************************************************
 BY1815  DESIGNATION -  Y 407
 BY1815  PID         -  BY1815
 BY1815  STATE/COUNTY-  TX/HOUSTON
 BY1815  USGS QUAD   -  HAYS SPRING (1964)
 BY1815
 BY1815                         *CURRENT SURVEY CONTROL
 BY1815  ___________________________________________________________________
 BY1815* NAD 83(1986)-  31 22 43.     (N)    095 36 43.     (W)     SCALED    
 BY1815* NAVD 88     -        96.70   (+/-2cm)     317.3    (feet)  VERTCON   
 BY1815  ___________________________________________________________________
 BY1815  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY1815
 BY1815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1815
 BY1815.The horizontal coordinates were scaled from a topographic map and have
 BY1815.an estimated accuracy of +/- 6 seconds.
 BY1815
 BY1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1815.The vertical order pertains to the NGVD 29 superseded value.
 BY1815
 BY1815.The geoid height was determined by GEOID03.
 BY1815
 BY1815;                    North         East    Units  Estimated Accuracy
 BY1815;SPC TX C     - 3,199,310.    1,148,940.      MT  (+/- 180 meters Scaled)
 BY1815
 BY1815                          SUPERSEDED SURVEY CONTROL
 BY1815
 BY1815  NGVD 29 (??/??/92)   96.686  (m)          317.21   (f) ADJ UNCH    2 0
 BY1815
 BY1815.Superseded values are not recommended for survey control.
 BY1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1815.See file dsdata.txt to determine how the superseded data were derived.
 BY1815
 BY1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ515745(NAD 83)
 BY1815_MARKER: DB = BENCH MARK DISK
 BY1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1815_STAMPING: Y 407 1947
 BY1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1815+STABILITY: SURFACE MOTION
 BY1815
 BY1815  HISTORY     - Date     Condition        Report By
 BY1815  HISTORY     - 1947     MONUMENTED       CGS
 BY1815
 BY1815                          STATION DESCRIPTION
 BY1815
 BY1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1815'12.4 MI W FROM CROCKETT.
 BY1815'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1815'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1815'NORTHWESTERLY 9.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWESTERLY
 BY1815'2.7 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 31.6
 BY1815'FEET WEST OF A FOURTEEN INCH OAK TREE, 21.6 FEET EAST OF A FOURTEEN
 BY1815'INCH OAK TREE, 22.5 FEET SOUTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE
 BY1815'CENTER LINE OF THE ROAD AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER POST.
 BY1815'A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1815'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0274 ***********************************************************************
 BZ0274  DESIGNATION -  Y 408
 BZ0274  PID         -  BZ0274
 BZ0274  STATE/COUNTY-  TX/FREESTONE
 BZ0274  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0274
 BZ0274                         *CURRENT SURVEY CONTROL
 BZ0274  ___________________________________________________________________
 BZ0274* NAD 83(1986)-  31 58 29.     (N)    096 06 15.     (W)     SCALED    
 BZ0274* NAVD 88     -        90.011  (meters)     295.31   (feet)  ADJUSTED  
 BZ0274  ___________________________________________________________________
 BZ0274  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BZ0274  DYNAMIC HT  -          89.906 (meters)     294.97  (feet)  COMP
 BZ0274  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 BZ0274
 BZ0274  VERT ORDER  -  SECOND    CLASS 0
 BZ0274
 BZ0274.The horizontal coordinates were scaled from a topographic map and have
 BZ0274.an estimated accuracy of +/- 6 seconds.
 BZ0274
 BZ0274.The orthometric height was determined by differential leveling
 BZ0274.and adjusted by the National Geodetic Survey in June 1991..
 BZ0274
 BZ0274.The geoid height was determined by GEOID03.
 BZ0274
 BZ0274.The dynamic height is computed by dividing the NAVD 88
 BZ0274.geopotential number by the normal gravity value computed on the
 BZ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0274.degrees latitude (g = 980.6199 gals.).
 BZ0274
 BZ0274.The modeled gravity was interpolated from observed gravity values.
 BZ0274
 BZ0274;                    North         East    Units  Estimated Accuracy
 BZ0274;SPC TX C     - 3,263,470.    1,099,650.      MT  (+/- 180 meters Scaled)
 BZ0274
 BZ0274                          SUPERSEDED SURVEY CONTROL
 BZ0274
 BZ0274  NGVD 29 (??/??/92)   90.011  (m)          295.31   (f) ADJ UNCH    2 0
 BZ0274
 BZ0274.Superseded values are not recommended for survey control.
 BZ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0274.See file dsdata.txt to determine how the superseded data were derived.
 BZ0274
 BZ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA736412(NAD 83)
 BZ0274_MARKER: DB = BENCH MARK DISK
 BZ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0274_STAMPING: Y 408 1947
 BZ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0274+STABILITY: SURFACE MOTION
 BZ0274
 BZ0274  HISTORY     - Date     Condition        Report By
 BZ0274  HISTORY     - 1947     MONUMENTED       CGS
 BZ0274
 BZ0274                          STATION DESCRIPTION
 BZ0274
 BZ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0274'7.7 MI W FROM CAYUGA.
 BZ0274'7.7 MILES WEST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 BZ0274'CAYUGA, AT THE TOP OF A PROMINENT HILL, 147.0 FEET WEST OF THE CENTER
 BZ0274'POST OF THREE LARGE BRACE POSTS WHICH ARE IN THE NORTH RIGHT-OF-WAY
 BZ0274'FENCE, 53.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2.0 FEET EAST OF
 BZ0274'A REFERENCE POST, 1.5 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, SET
 BZ0274'IN A CONCRETE POST ABOUT 4 FEET ABOVE THE HIGHWAY AND PROJECTING 0.1
 BZ0274'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0350 ***********************************************************************
 BZ0350  DESIGNATION -  Y 409
 BZ0350  PID         -  BZ0350
 BZ0350  STATE/COUNTY-  TX/FREESTONE
 BZ0350  USGS QUAD   -  YOUNG (1982)
 BZ0350
 BZ0350                         *CURRENT SURVEY CONTROL
 BZ0350  ___________________________________________________________________
 BZ0350* NAD 83(1986)-  31 46 22.     (N)    096 00 15.     (W)     SCALED    
 BZ0350* NAVD 88     -       115.266  (meters)     378.17   (feet)  ADJUSTED  
 BZ0350  ___________________________________________________________________
 BZ0350  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BZ0350  DYNAMIC HT  -         115.127 (meters)     377.71  (feet)  COMP
 BZ0350  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 BZ0350
 BZ0350  VERT ORDER  -  SECOND    CLASS 0
 BZ0350
 BZ0350.The horizontal coordinates were scaled from a topographic map and have
 BZ0350.an estimated accuracy of +/- 6 seconds.
 BZ0350
 BZ0350.The orthometric height was determined by differential leveling
 BZ0350.and adjusted by the National Geodetic Survey in June 1991..
 BZ0350
 BZ0350.The geoid height was determined by GEOID03.
 BZ0350
 BZ0350.The dynamic height is computed by dividing the NAVD 88
 BZ0350.geopotential number by the normal gravity value computed on the
 BZ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0350.degrees latitude (g = 980.6199 gals.).
 BZ0350
 BZ0350.The modeled gravity was interpolated from observed gravity values.
 BZ0350
 BZ0350;                    North         East    Units  Estimated Accuracy
 BZ0350;SPC TX C     - 3,241,460.    1,109,970.      MT  (+/- 180 meters Scaled)
 BZ0350
 BZ0350                          SUPERSEDED SURVEY CONTROL
 BZ0350
 BZ0350  NGVD 29 (??/??/92)  115.252  (m)          378.12   (f) ADJ UNCH    2 0
 BZ0350
 BZ0350.Superseded values are not recommended for survey control.
 BZ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0350.See file dsdata.txt to determine how the superseded data were derived.
 BZ0350
 BZ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA837191(NAD 83)
 BZ0350_MARKER: DB = BENCH MARK DISK
 BZ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0350_STAMPING: Y 409 1947
 BZ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0350+STABILITY: SURFACE MOTION
 BZ0350
 BZ0350  HISTORY     - Date     Condition        Report By
 BZ0350  HISTORY     - 1947     MONUMENTED       CGS
 BZ0350
 BZ0350                          STATION DESCRIPTION
 BZ0350
 BZ0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0350'18.0 MI NW FROM BUTLER.
 BZ0350'2.8 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE JENKINS STORE AND
 BZ0350'SERVICE STATION AT BUTLER, THENCE 15.4 MILES NORTHWEST ALONG A DIRT
 BZ0350'ROAD, THENCE 0.7 MILE SOUTHWEST ALONG A DIRT ROAD TO THE SITE OF THE
 BZ0350'MARK, 0.9 MILE NORTHEAST OF THE JUNCTION WITH A ONE TRACK DIRT ROAD
 BZ0350'LEADING NORTH TO COOK LAKE, 60 FEET NORTHEAST OF THE CENTER OF A
 BZ0350'CATTLE GUARD, 31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 BZ0350'NORTHEAST OF A 4 X 4 MARKER POST, 1 FOOT SOUTHEAST OF THE NORTHWEST
 BZ0350'RIGHT OF A WAY FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 BZ0350'WHICH PROJECT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0328 ***********************************************************************
 BZ0328  DESIGNATION -  Y 410
 BZ0328  PID         -  BZ0328
 BZ0328  STATE/COUNTY-  TX/FREESTONE
 BZ0328  USGS QUAD   -  YOUNG (1982)
 BZ0328
 BZ0328                         *CURRENT SURVEY CONTROL
 BZ0328  ___________________________________________________________________
 BZ0328* NAD 83(1986)-  31 47 02.     (N)    096 06 32.     (W)     SCALED    
 BZ0328* NAVD 88     -       131.747  (meters)     432.24   (feet)  ADJUSTED  
 BZ0328  ___________________________________________________________________
 BZ0328  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 BZ0328  DYNAMIC HT  -         131.590 (meters)     431.72  (feet)  COMP
 BZ0328  MODELED GRAV-     979,445.6   (mgal)                       NAVD 88
 BZ0328
 BZ0328  VERT ORDER  -  SECOND    CLASS 0
 BZ0328
 BZ0328.The horizontal coordinates were scaled from a topographic map and have
 BZ0328.an estimated accuracy of +/- 6 seconds.
 BZ0328
 BZ0328.The orthometric height was determined by differential leveling
 BZ0328.and adjusted by the National Geodetic Survey in June 1991..
 BZ0328
 BZ0328.The geoid height was determined by GEOID03.
 BZ0328
 BZ0328.The dynamic height is computed by dividing the NAVD 88
 BZ0328.geopotential number by the normal gravity value computed on the
 BZ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0328.degrees latitude (g = 980.6199 gals.).
 BZ0328
 BZ0328.The modeled gravity was interpolated from observed gravity values.
 BZ0328
 BZ0328;                    North         East    Units  Estimated Accuracy
 BZ0328;SPC TX C     - 3,242,310.    1,100,010.      MT  (+/- 180 meters Scaled)
 BZ0328
 BZ0328                          SUPERSEDED SURVEY CONTROL
 BZ0328
 BZ0328  NGVD 29 (??/??/92)  131.737  (m)          432.21   (f) ADJ UNCH    2 0
 BZ0328
 BZ0328.Superseded values are not recommended for survey control.
 BZ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0328.See file dsdata.txt to determine how the superseded data were derived.
 BZ0328
 BZ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA737201(NAD 83)
 BZ0328_MARKER: DB = BENCH MARK DISK
 BZ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0328_STAMPING: Y 410 1947
 BZ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0328+STABILITY: SURFACE MOTION
 BZ0328
 BZ0328  HISTORY     - Date     Condition        Report By
 BZ0328  HISTORY     - 1947     MONUMENTED       CGS
 BZ0328  HISTORY     - 1968     MARK NOT FOUND   NGS
 BZ0328
 BZ0328                          STATION DESCRIPTION
 BZ0328
 BZ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BZ0328'5.5 MI NE FROM FAIRFIELD.
 BZ0328'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE COURT HOUSE IN
 BZ0328'FAIRFIELD, THENCE 1.8 MILES NORTHEAST ALONG FARM ROAD 488, THENCE 3.55
 BZ0328'MILES ALONG F.M. HIGHWAY 1124, 0.15 MILE SOUTH OF THE JUNCTION OF A
 BZ0328'PRIVATE ROAD LEADING EAST FROM THE TOP OF HILL, 0.1 MILE NORTH OF THE
 BZ0328'NORTH END OF A CURVE IN THE ROAD, 64.0 FEET EAST OF AND DIRECTLY
 BZ0328'ACROSS THE ROAD FROM A FENCE CORNER POST AND IN LINE WITH A FENCE
 BZ0328'LEADING WEST FROM THE ROAD, 44.0 FEET EAST OF THE CENTER OF ROAD AND
 BZ0328'1.2 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST
 BZ0328'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0297 ***********************************************************************
 BZ0297  DESIGNATION -  Y 411
 BZ0297  PID         -  BZ0297
 BZ0297  STATE/COUNTY-  TX/FREESTONE
 BZ0297  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0297
 BZ0297                         *CURRENT SURVEY CONTROL
 BZ0297  ___________________________________________________________________
 BZ0297* NAD 83(1986)-  31 51 49.     (N)    096 10 06.     (W)     SCALED    
 BZ0297* NAVD 88     -       108.783  (meters)     356.90   (feet)  ADJUSTED  
 BZ0297  ___________________________________________________________________
 BZ0297  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0297  DYNAMIC HT  -         108.655 (meters)     356.48  (feet)  COMP
 BZ0297  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 BZ0297
 BZ0297  VERT ORDER  -  SECOND    CLASS 0
 BZ0297
 BZ0297.The horizontal coordinates were scaled from a topographic map and have
 BZ0297.an estimated accuracy of +/- 6 seconds.
 BZ0297
 BZ0297.The orthometric height was determined by differential leveling
 BZ0297.and adjusted by the National Geodetic Survey in June 1991..
 BZ0297
 BZ0297.The geoid height was determined by GEOID03.
 BZ0297
 BZ0297.The dynamic height is computed by dividing the NAVD 88
 BZ0297.geopotential number by the normal gravity value computed on the
 BZ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0297.degrees latitude (g = 980.6199 gals.).
 BZ0297
 BZ0297.The modeled gravity was interpolated from observed gravity values.
 BZ0297
 BZ0297;                    North         East    Units  Estimated Accuracy
 BZ0297;SPC TX C     - 3,250,930.    1,094,050.      MT  (+/- 180 meters Scaled)
 BZ0297
 BZ0297                          SUPERSEDED SURVEY CONTROL
 BZ0297
 BZ0297  NGVD 29 (??/??/92)  108.771  (m)          356.86   (f) ADJ UNCH    2 0
 BZ0297
 BZ0297.Superseded values are not recommended for survey control.
 BZ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0297.See file dsdata.txt to determine how the superseded data were derived.
 BZ0297
 BZ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA679288(NAD 83)
 BZ0297_MARKER: DB = BENCH MARK DISK
 BZ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0297_STAMPING: Y 411 1947
 BZ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0297+STABILITY: SURFACE MOTION
 BZ0297
 BZ0297  HISTORY     - Date     Condition        Report By
 BZ0297  HISTORY     - 1947     MONUMENTED       CGS
 BZ0297  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0297
 BZ0297                          STATION DESCRIPTION
 BZ0297
 BZ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0297'4.0 MI NE FROM STEWARDS MILL.
 BZ0297'4.0 MILES NORTHEAST ALONG A DIRT ROAD (THE OLD STEWARDS MILL-ST. ELMO
 BZ0297'ROAD) FROM THE CROSS ROADS AT STEWARDS MILL, AT THE JUNCTION OF A DIRT
 BZ0297'ROAD LEADING SOUTHEAST, 30.0 FEET NORTHEAST OF THE CENTER OF THE ROAD
 BZ0297'LEADING SOUTHEAST, 20.0 FEET SOUTHEAST OF THE CENTER OF THE MAIN ROAD,
 BZ0297'11.0 FEET NORTHEAST OF A FENCE CORNER POST, 1.7 FOOT SOUTHWEST OF A
 BZ0297'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 BZ0297'ROAD AND PROJECTING 0.3 FOOT.
 BZ0297
 BZ0297                          STATION RECOVERY (2002)
 BZ0297
 BZ0297'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0297'RESTRICTED AREA - SOUR GAS FIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1133 ***********************************************************************
 BL1133  DESIGNATION -  Y 412
 BL1133  PID         -  BL1133
 BL1133  STATE/COUNTY-  TX/SAN JACINTO
 BL1133  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1133
 BL1133                         *CURRENT SURVEY CONTROL
 BL1133  ___________________________________________________________________
 BL1133* NAD 83(1986)-  30 41 04.     (N)    095 14 55.     (W)     SCALED    
 BL1133* NAVD 88     -       105.38   (+/-2cm)     345.7    (feet)  VERTCON   
 BL1133  ___________________________________________________________________
 BL1133  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL1133
 BL1133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1133
 BL1133.The horizontal coordinates were scaled from a topographic map and have
 BL1133.an estimated accuracy of +/- 6 seconds.
 BL1133
 BL1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1133.The vertical order pertains to the NGVD 29 superseded value.
 BL1133
 BL1133.The geoid height was determined by GEOID03.
 BL1133
 BL1133;                    North         East    Units  Estimated Accuracy
 BL1133;SPC TX C     - 3,123,960.    1,186,990.      MT  (+/- 180 meters Scaled)
 BL1133
 BL1133                          SUPERSEDED SURVEY CONTROL
 BL1133
 BL1133  NGVD 29 (??/??/92)  105.391  (m)          345.77   (f) ADJ UNCH    2 0
 BL1133
 BL1133.Superseded values are not recommended for survey control.
 BL1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1133.See file dsdata.txt to determine how the superseded data were derived.
 BL1133
 BL1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP846967(NAD 83)
 BL1133_MARKER: DB = BENCH MARK DISK
 BL1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1133_STAMPING: Y 412 1947
 BL1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1133+STABILITY: SURFACE MOTION
 BL1133
 BL1133  HISTORY     - Date     Condition        Report By
 BL1133  HISTORY     - 1947     MONUMENTED       CGS
 BL1133
 BL1133                          STATION DESCRIPTION
 BL1133
 BL1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1133'8.7 MI SE FROM OAKHURST.
 BL1133'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL1133'OAKHURST, THENCE 2.7 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL1133'0.1 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.6 MILES EAST ALONG A
 BL1133'GRADED DIRT ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A GRADED DIRT ROAD,
 BL1133'0.35 MILE NORTHWEST OF A WHITE FRAME CHURCH, 66.0 FEET SOUTHWEST OF
 BL1133'AND LEVEL WITH THE CENTER LINE OF THE ROAD, 32.3 FEET SOUTHEAST OF A
 BL1133'12 INCH PINE TREE, 23.2 FEET NORTHWEST OF A 10 INCH PINE TREE, 1.0
 BL1133'FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1133'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0600 ***********************************************************************
 CS0600  DESIGNATION -  Y 414
 CS0600  PID         -  CS0600
 CS0600  STATE/COUNTY-  TX/HENDERSON
 CS0600  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0600
 CS0600                         *CURRENT SURVEY CONTROL
 CS0600  ___________________________________________________________________
 CS0600* NAD 83(1986)-  32 03 25.     (N)    096 01 10.     (W)     SCALED    
 CS0600* NAVD 88     -        81.456  (meters)     267.24   (feet)  ADJUSTED  
 CS0600  ___________________________________________________________________
 CS0600  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0600  DYNAMIC HT  -          81.361 (meters)     266.93  (feet)  COMP
 CS0600  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 CS0600
 CS0600  VERT ORDER  -  SECOND    CLASS 0
 CS0600
 CS0600.The horizontal coordinates were scaled from a topographic map and have
 CS0600.an estimated accuracy of +/- 6 seconds.
 CS0600
 CS0600.The orthometric height was determined by differential leveling
 CS0600.and adjusted by the National Geodetic Survey in June 1991..
 CS0600
 CS0600.The geoid height was determined by GEOID03.
 CS0600
 CS0600.The dynamic height is computed by dividing the NAVD 88
 CS0600.geopotential number by the normal gravity value computed on the
 CS0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0600.degrees latitude (g = 980.6199 gals.).
 CS0600
 CS0600.The modeled gravity was interpolated from observed gravity values.
 CS0600
 CS0600;                    North         East    Units  Estimated Accuracy
 CS0600;SPC TXNC     - 2,046,050.      834,230.      MT  (+/- 180 meters Scaled)
 CS0600
 CS0600                          SUPERSEDED SURVEY CONTROL
 CS0600
 CS0600  NGVD 29 (??/??/92)   81.461  (m)          267.26   (f) ADJ UNCH    2 0
 CS0600
 CS0600.Superseded values are not recommended for survey control.
 CS0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0600.See file dsdata.txt to determine how the superseded data were derived.
 CS0600
 CS0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA814506(NAD 83)
 CS0600_MARKER: DB = BENCH MARK DISK
 CS0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0600_STAMPING: Y 414 1947
 CS0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0600+STABILITY: SURFACE MOTION
 CS0600
 CS0600  HISTORY     - Date     Condition        Report By
 CS0600  HISTORY     - 1947     MONUMENTED       CGS
 CS0600
 CS0600                          STATION DESCRIPTION
 CS0600
 CS0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0600'9.8 MI SW FROM MALAKOFF.
 CS0600'7.1 MILES SOUTH ALONG FARM HIGHWAY NO.90 AND 2.7 MILES WEST ALONG THE
 CS0600'STEPHENS LAKE ROAD FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT
 CS0600'MALAKOFF, AT A POINT WHERE THE MAIN ROAD CURVES TO THE SOUTHWEST AND A
 CS0600'PRIVATE ROAD LEADS WEST FROM THE OUTSIDE OF THE CURVE, 49.0 FEET
 CS0600'NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE TWO ROADS, 28.0
 CS0600'FEET NORTH OF THE CENTER OF THE MAIN ROAD, 25.0 FEET WEST OF A 2-FOOT
 CS0600'OAK TREE, 2.5 FEET WEST OF A REFERENCE POST, SET IN A CONCRETE POST
 CS0600'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1760 ***********************************************************************
 BY1760  DESIGNATION -  Y 415
 BY1760  PID         -  BY1760
 BY1760  STATE/COUNTY-  TX/LEON
 BY1760  USGS QUAD   -  EUNICE (1964)
 BY1760
 BY1760                         *CURRENT SURVEY CONTROL
 BY1760  ___________________________________________________________________
 BY1760* NAD 83(1986)-  31 22 17.     (N)    095 47 15.     (W)     SCALED    
 BY1760* NAVD 88     -        82.75   (+/-2cm)     271.5    (feet)  VERTCON   
 BY1760  ___________________________________________________________________
 BY1760  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY1760
 BY1760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1760
 BY1760.The horizontal coordinates were scaled from a topographic map and have
 BY1760.an estimated accuracy of +/- 6 seconds.
 BY1760
 BY1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1760.The vertical order pertains to the NGVD 29 superseded value.
 BY1760
 BY1760.The geoid height was determined by GEOID03.
 BY1760
 BY1760;                    North         East    Units  Estimated Accuracy
 BY1760;SPC TX C     - 3,197,810.    1,132,290.      MT  (+/- 180 meters Scaled)
 BY1760
 BY1760                          SUPERSEDED SURVEY CONTROL
 BY1760
 BY1760  NGVD 29 (??/??/92)   82.733  (m)          271.43   (f) ADJ UNCH    2 0
 BY1760
 BY1760.Superseded values are not recommended for survey control.
 BY1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1760.See file dsdata.txt to determine how the superseded data were derived.
 BY1760
 BY1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ348741(NAD 83)
 BY1760_MARKER: DB = BENCH MARK DISK
 BY1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1760_STAMPING: Y 415 1947
 BY1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1760+STABILITY: SURFACE MOTION
 BY1760
 BY1760  HISTORY     - Date     Condition        Report By
 BY1760  HISTORY     - 1947     MONUMENTED       CGS
 BY1760
 BY1760                          STATION DESCRIPTION
 BY1760
 BY1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1760'1.9 MI SE FROM NINEVEH.
 BY1760'TO REACH FROM THE POST OFFICE AT NINEVEH GO SOUTHEAST 1.9 MILES ALONG
 BY1760'A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 26.6 FEET SOUTHEAST
 BY1760'OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 3.5
 BY1760'FEET WEST OF A FENCE CORNER POST, 1.0 FOOT NORTHWEST OF A FENCE AND
 BY1760'1.0 FOOT NORTHEAST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BY1760'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 BY1760'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1699 ***********************************************************************
 BL1699  DESIGNATION -  Y 416
 BL1699  PID         -  BL1699
 BL1699  STATE/COUNTY-  TX/MADISON
 BL1699  USGS QUAD   -  MADISONVILLE (1963)
 BL1699
 BL1699                         *CURRENT SURVEY CONTROL
 BL1699  ___________________________________________________________________
 BL1699* NAD 83(1986)-  30 58 41.     (N)    095 55 07.     (W)     SCALED    
 BL1699* NAVD 88     -        86.72   (+/-2cm)     284.5    (feet)  VERTCON   
 BL1699  ___________________________________________________________________
 BL1699  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BL1699
 BL1699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1699
 BL1699.The horizontal coordinates were scaled from a topographic map and have
 BL1699.an estimated accuracy of +/- 6 seconds.
 BL1699
 BL1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1699.The vertical order pertains to the NGVD 29 superseded value.
 BL1699
 BL1699.The geoid height was determined by GEOID03.
 BL1699
 BL1699;                    North         East    Units  Estimated Accuracy
 BL1699;SPC TX C     - 3,153,740.    1,121,560.      MT  (+/- 180 meters Scaled)
 BL1699
 BL1699                          SUPERSEDED SURVEY CONTROL
 BL1699
 BL1699  NGVD 29 (??/??/92)   86.71   (m)          284.5    (f) COMPUTED    2 0
 BL1699
 BL1699.Superseded values are not recommended for survey control.
 BL1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1699.See file dsdata.txt to determine how the superseded data were derived.
 BL1699
 BL1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ212308(NAD 83)
 BL1699_MARKER: DB = BENCH MARK DISK
 BL1699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1699_SP_SET: CULVERT
 BL1699_STAMPING: Y 416 1947
 BL1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1699
 BL1699  HISTORY     - Date     Condition        Report By
 BL1699  HISTORY     - 1947     MONUMENTED       CGS
 BL1699  HISTORY     - 1955     GOOD             NGS
 BL1699  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1699
 BL1699                          STATION DESCRIPTION
 BL1699
 BL1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1699'1.9 MI N FROM MADISONVILLE.
 BL1699'ABOUT 1.9 MILES NORTH ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1699'HIGH SCHOOL AT MADISONVILLE, 18.0 FEET EAST OF AND ABOUT LEVEL WITH
 BL1699'THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTH END OF THE EAST
 BL1699'HEADWALL OF A 5 X 10 FT. CONCRETE CULVERT.  A BRONZE BENCH MARK DISK
 BL1699'SET IN A DRILL HOLE IN CONCRETE.
 BL1699
 BL1699                          STATION RECOVERY (1955)
 BL1699
 BL1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 BL1699'RECOVERED IN GOOD CONDITION.
 BL1699
 BL1699                          STATION RECOVERY (1996)
 BL1699
 BL1699'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1700 ***********************************************************************
 BL1700  DESIGNATION -  Y 416 RESET 1955
 BL1700  PID         -  BL1700
 BL1700  STATE/COUNTY-  TX/MADISON
 BL1700  USGS QUAD   -  MADISONVILLE (1963)
 BL1700
 BL1700                         *CURRENT SURVEY CONTROL
 BL1700  ___________________________________________________________________
 BL1700* NAD 83(1986)-  30 58 41.     (N)    095 55 07.     (W)     SCALED    
 BL1700* NAVD 88     -        86.75   (+/-2cm)     284.6    (feet)  VERTCON   
 BL1700  ___________________________________________________________________
 BL1700  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BL1700
 BL1700  VERT ORDER  -  THIRD (See Below)
 BL1700
 BL1700.The horizontal coordinates were scaled from a topographic map and have
 BL1700.an estimated accuracy of +/- 6 seconds.
 BL1700
 BL1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1700.The vertical order pertains to the NGVD 29 superseded value.
 BL1700
 BL1700.The geoid height was determined by GEOID03.
 BL1700
 BL1700;                    North         East    Units  Estimated Accuracy
 BL1700;SPC TX C     - 3,153,740.    1,121,560.      MT  (+/- 180 meters Scaled)
 BL1700
 BL1700                          SUPERSEDED SURVEY CONTROL
 BL1700
 BL1700  NGVD 29 (??/??/??)   86.74   (m)          284.6    (f) RESET       3  
 BL1700
 BL1700.Superseded values are not recommended for survey control.
 BL1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1700.See file dsdata.txt to determine how the superseded data were derived.
 BL1700
 BL1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ212308(NAD 83)
 BL1700_MARKER: DB = BENCH MARK DISK
 BL1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1700_STAMPING: Y 416 RESET 1955
 BL1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1700+STABILITY: SURFACE MOTION
 BL1700
 BL1700  HISTORY     - Date     Condition        Report By
 BL1700  HISTORY     - 1955     MONUMENTED       CGS
 BL1700  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1700
 BL1700                          STATION DESCRIPTION
 BL1700
 BL1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BL1700'1.9 MI N FROM MADISONVILLE.
 BL1700'ABOUT 1.9 MILES NORTH ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1700'HIGH SCHOOL IN MADISONVILLE, AT A T ROAD INTERSECTION WEST FROM THE
 BL1700'HIGHWAY, 27 FEET WEST OF THE FENCE CORNER AND POWER POLE, 27 FEET WEST
 BL1700'OF THE WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY, AT THE SOUTH SIDE OF
 BL1700'THE NORTH RIGHT-OF-WAY FENCE OF THE ROAD WEST, ABOUT 100 YARDS
 BL1700'NORTHWEST OF A CONCRETE CULVERT AND ABOUT 50 YARDS NORTHEAST OF A
 BL1700'WHITE HOUSE.  A STANDARD DISK STAMPED Y 416 RESET 1955 AND SET IN A
 BL1700'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 BL1700
 BL1700                          STATION RECOVERY (1996)
 BL1700
 BL1700'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1732 ***********************************************************************
 BY1732  DESIGNATION -  Y 417
 BY1732  PID         -  BY1732
 BY1732  STATE/COUNTY-  TX/LEON
 BY1732  USGS QUAD   -  LAKE LEON (1964)
 BY1732
 BY1732                         *CURRENT SURVEY CONTROL
 BY1732  ___________________________________________________________________
 BY1732* NAD 83(1986)-  31 22 38.     (N)    095 51 03.     (W)     SCALED    
 BY1732* NAVD 88     -       118.65   (+/-2cm)     389.3    (feet)  VERTCON   
 BY1732  ___________________________________________________________________
 BY1732  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY1732
 BY1732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1732
 BY1732.The horizontal coordinates were scaled from a topographic map and have
 BY1732.an estimated accuracy of +/- 6 seconds.
 BY1732
 BY1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1732.The vertical order pertains to the NGVD 29 superseded value.
 BY1732
 BY1732.The geoid height was determined by GEOID03.
 BY1732
 BY1732;                    North         East    Units  Estimated Accuracy
 BY1732;SPC TX C     - 3,198,220.    1,126,250.      MT  (+/- 180 meters Scaled)
 BY1732
 BY1732                          SUPERSEDED SURVEY CONTROL
 BY1732
 BY1732  NGVD 29 (??/??/92)  118.622  (m)          389.18   (f) ADJ UNCH    2 0
 BY1732
 BY1732.Superseded values are not recommended for survey control.
 BY1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1732.See file dsdata.txt to determine how the superseded data were derived.
 BY1732
 BY1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ288749(NAD 83)
 BY1732_MARKER: DB = BENCH MARK DISK
 BY1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1732_STAMPING: Y 417 1947
 BY1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1732+STABILITY: SURFACE MOTION
 BY1732
 BY1732  HISTORY     - Date     Condition        Report By
 BY1732  HISTORY     - 1947     MONUMENTED       CGS
 BY1732  HISTORY     - 1970     GOOD             NGS
 BY1732
 BY1732                          STATION DESCRIPTION
 BY1732
 BY1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BY1732'5.25 MI SE FROM FLO.
 BY1732'ABOUT 5.25 MILES SOUTHEAST ALONG FM HIGHWAY 1511 FROM ITS JUNCTION
 BY1732'WITH FM HIGHWAY 831 AT THE VILLAGE OF FLO TO A DIRT SIDE ROAD ON THE
 BY1732'RIGHT AND SITE OF BENCH MARK, ABOUT 25 YARDS SOUTHWEST OF FM HIGHWAY
 BY1732'1511, 77 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDON HOUSE,
 BY1732'28 FEET SOUTHWEST OF THE CENTER OF DIRT ROAD, AND 6 FEET NORTHWEST OF
 BY1732'A LARGE OAK TREE.  A C AND GS DISK SET IN A 6 X 6 IN. CONCRETE POST
 BY1732'WHICH PROJECTS 4 INCHES ABOVE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1699 ***********************************************************************
 BY1699  DESIGNATION -  Y 418
 BY1699  PID         -  BY1699
 BY1699  STATE/COUNTY-  TX/LEON
 BY1699  USGS QUAD   -  CENTERVILLE (1964)
 BY1699
 BY1699                         *CURRENT SURVEY CONTROL
 BY1699  ___________________________________________________________________
 BY1699* NAD 83(1986)-  31 16 44.     (N)    095 59 09.     (W)     SCALED    
 BY1699* NAVD 88     -       121.22   (+/-2cm)     397.7    (feet)  VERTCON   
 BY1699  ___________________________________________________________________
 BY1699  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BY1699
 BY1699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1699
 BY1699.The horizontal coordinates were scaled from a topographic map and have
 BY1699.an estimated accuracy of +/- 6 seconds.
 BY1699
 BY1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1699.The vertical order pertains to the NGVD 29 superseded value.
 BY1699
 BY1699.The geoid height was determined by GEOID03.
 BY1699
 BY1699;                    North         East    Units  Estimated Accuracy
 BY1699;SPC TX C     - 3,186,810.    1,113,840.      MT  (+/- 180 meters Scaled)
 BY1699
 BY1699                          SUPERSEDED SURVEY CONTROL
 BY1699
 BY1699  NGVD 29 (??/??/92)  121.201  (m)          397.64   (f) ADJ UNCH    2 0
 BY1699
 BY1699.Superseded values are not recommended for survey control.
 BY1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1699.See file dsdata.txt to determine how the superseded data were derived.
 BY1699
 BY1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ157643(NAD 83)
 BY1699_MARKER: DB = BENCH MARK DISK
 BY1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1699_STAMPING: Y 418 1947
 BY1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1699+STABILITY: SURFACE MOTION
 BY1699
 BY1699  HISTORY     - Date     Condition        Report By
 BY1699  HISTORY     - 1947     MONUMENTED       CGS
 BY1699
 BY1699                          STATION DESCRIPTION
 BY1699
 BY1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1699'1.5 MI N FROM CENTERVILLE.
 BY1699'ABOUT 1.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE
 BY1699'AT CENTERVILLE, 114.0 FEET NORTHWEST OF A SMALL OAK TREE, 49.3 FEET
 BY1699'SOUTHWEST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 BY1699'HIGHWAY, 1.5 FEET NORTHEAST OF A FENCE AND 1.5 FEET NORTHWEST OF A 4 X
 BY1699'4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1699'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1762 ***********************************************************************
 BY1762  DESIGNATION -  Y 419
 BY1762  PID         -  BY1762
 BY1762  STATE/COUNTY-  TX/LEON
 BY1762  USGS QUAD   -  LAKE LEON (1964)
 BY1762
 BY1762                         *CURRENT SURVEY CONTROL
 BY1762  ___________________________________________________________________
 BY1762* NAD 83(1986)-  31 22 57.     (N)    095 45 50.     (W)     SCALED    
 BY1762* NAVD 88     -        77.15   (+/-2cm)     253.1    (feet)  VERTCON   
 BY1762  ___________________________________________________________________
 BY1762  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY1762
 BY1762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1762
 BY1762.The horizontal coordinates were scaled from a topographic map and have
 BY1762.an estimated accuracy of +/- 6 seconds.
 BY1762
 BY1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1762.The vertical order pertains to the NGVD 29 superseded value.
 BY1762
 BY1762.The geoid height was determined by GEOID03.
 BY1762
 BY1762;                    North         East    Units  Estimated Accuracy
 BY1762;SPC TX C     - 3,199,140.    1,134,490.      MT  (+/- 180 meters Scaled)
 BY1762
 BY1762                          SUPERSEDED SURVEY CONTROL
 BY1762
 BY1762  NGVD 29 (??/??/92)   77.135  (m)          253.07   (f) ADJ UNCH    2 0
 BY1762
 BY1762.Superseded values are not recommended for survey control.
 BY1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1762.See file dsdata.txt to determine how the superseded data were derived.
 BY1762
 BY1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ371752(NAD 83)
 BY1762_MARKER: DB = BENCH MARK DISK
 BY1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1762_STAMPING: Y 419 1947
 BY1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1762+STABILITY: SURFACE MOTION
 BY1762
 BY1762  HISTORY     - Date     Condition        Report By
 BY1762  HISTORY     - 1947     MONUMENTED       CGS
 BY1762
 BY1762                          STATION DESCRIPTION
 BY1762
 BY1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1762'3.9 MI E FROM NINEVEH.
 BY1762'TO REACH FROM THE POST OFFICE AT NINEVEH GO SOUTHEAST 3.5 MILES ALONG
 BY1762'A GRADED DIRT ROAD, THENCE NORTHERLY 0.4 MILE ALONG A GRADED DIRT ROAD
 BY1762'TO SITE OF MARK, BENCH MARK IS 127.0 FEET SOUTHEAST OF THE SOUTHEAST
 BY1762'CORNER OF A WOODEN BRIDGE, 76.0 FEET NORTHWEST OF A THIRTYSIX INCH OAK
 BY1762'TREE, 43.0 FEET SOUTHWEST OF AND ABOUT 3.0 FEET HIGHER THAN THE CENTER
 BY1762'LINE OF THE ROAD, 12.5 FEET EAST OF A TWELVE INCH HICKORY TREE AND 1.0
 BY1762'FOOT EAST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BY1762'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1723 ***********************************************************************
 BY1723  DESIGNATION -  Y 420
 BY1723  PID         -  BY1723
 BY1723  STATE/COUNTY-  TX/MADISON
 BY1723  USGS QUAD   -  LEONA SW (1964)
 BY1723
 BY1723                         *CURRENT SURVEY CONTROL
 BY1723  ___________________________________________________________________
 BY1723* NAD 83(1986)-  31 02 54.     (N)    095 55 30.     (W)     SCALED    
 BY1723* NAVD 88     -        94.97   (+/-2cm)     311.6    (feet)  VERTCON   
 BY1723  ___________________________________________________________________
 BY1723  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY1723
 BY1723  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1723
 BY1723.The horizontal coordinates were scaled from a topographic map and have
 BY1723.an estimated accuracy of +/- 6 seconds.
 BY1723
 BY1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1723.The vertical order pertains to the NGVD 29 superseded value.
 BY1723
 BY1723.The geoid height was determined by GEOID03.
 BY1723
 BY1723;                    North         East    Units  Estimated Accuracy
 BY1723;SPC TX C     - 3,161,500.    1,120,640.      MT  (+/- 180 meters Scaled)
 BY1723
 BY1723                          SUPERSEDED SURVEY CONTROL
 BY1723
 BY1723  NGVD 29 (??/??/92)   94.953  (m)          311.52   (f) ADJ UNCH    2 0
 BY1723
 BY1723.Superseded values are not recommended for survey control.
 BY1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1723.See file dsdata.txt to determine how the superseded data were derived.
 BY1723
 BY1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ208386(NAD 83)
 BY1723_MARKER: DB = BENCH MARK DISK
 BY1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1723_STAMPING: Y 420 1947
 BY1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1723+STABILITY: SURFACE MOTION
 BY1723
 BY1723  HISTORY     - Date     Condition        Report By
 BY1723  HISTORY     - 1947     MONUMENTED       CGS
 BY1723  HISTORY     - 19960601 GOOD             USPSQD
 BY1723
 BY1723                          STATION DESCRIPTION
 BY1723
 BY1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1723'7.0 MI N FROM MADISONVILLE.
 BY1723'ABOUT 7.0 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE MADISONVILLE
 BY1723'HIGH SCHOOL AT MADISONVILLE, AT A T ROAD INTERSECTION, 53.0 FEET SOUTH
 BY1723'OF THE CENTER LINE OF A ROAD LEADING WEST, 48.0 FEET WEST OF AND ABOUT
 BY1723'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 48.8 FEET EAST OF A TWENTY
 BY1723'INCH OAK TREE, 28.3 FEET SOUTH OF A FENCE CORNER, 2.0 FEET EAST OF A
 BY1723'FENCE AND 1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST. A BRONZE BENCH
 BY1723'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1
 BY1723'INCH ABOVE GROUND.
 BY1723
 BY1723                          STATION RECOVERY (1996)
 BY1723
 BY1723'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0255 ***********************************************************************
 BZ0255  DESIGNATION -  Y 421
 BZ0255  PID         -  BZ0255
 BZ0255  STATE/COUNTY-  TX/FREESTONE
 BZ0255  USGS QUAD   -  WINKLER (1982)
 BZ0255
 BZ0255                         *CURRENT SURVEY CONTROL
 BZ0255  ___________________________________________________________________
 BZ0255* NAD 83(1986)-  31 56 25.     (N)    096 08 24.     (W)     SCALED    
 BZ0255* NAVD 88     -       105.473  (meters)     346.04   (feet)  ADJUSTED  
 BZ0255  ___________________________________________________________________
 BZ0255  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 BZ0255  DYNAMIC HT  -         105.350 (meters)     345.64  (feet)  COMP
 BZ0255  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 BZ0255
 BZ0255  VERT ORDER  -  SECOND    CLASS 0
 BZ0255
 BZ0255.The horizontal coordinates were scaled from a topographic map and have
 BZ0255.an estimated accuracy of +/- 6 seconds.
 BZ0255
 BZ0255.The orthometric height was determined by differential leveling
 BZ0255.and adjusted by the National Geodetic Survey in June 1991..
 BZ0255
 BZ0255.The geoid height was determined by GEOID03.
 BZ0255
 BZ0255.The dynamic height is computed by dividing the NAVD 88
 BZ0255.geopotential number by the normal gravity value computed on the
 BZ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0255.degrees latitude (g = 980.6199 gals.).
 BZ0255
 BZ0255.The modeled gravity was interpolated from observed gravity values.
 BZ0255
 BZ0255;                    North         East    Units  Estimated Accuracy
 BZ0255;SPC TX C     - 3,259,530.    1,096,410.      MT  (+/- 180 meters Scaled)
 BZ0255
 BZ0255                          SUPERSEDED SURVEY CONTROL
 BZ0255
 BZ0255  NGVD 29 (??/??/92)  105.467  (m)          346.02   (f) ADJ UNCH    2 0
 BZ0255
 BZ0255.Superseded values are not recommended for survey control.
 BZ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0255.See file dsdata.txt to determine how the superseded data were derived.
 BZ0255
 BZ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA703373(NAD 83)
 BZ0255_MARKER: DB = BENCH MARK DISK
 BZ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0255_STAMPING: Y-421 1947
 BZ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0255+STABILITY: SURFACE MOTION
 BZ0255
 BZ0255  HISTORY     - Date     Condition        Report By
 BZ0255  HISTORY     - 1947     MONUMENTED       CGS
 BZ0255  HISTORY     - 1958     GOOD             USGS
 BZ0255
 BZ0255                          STATION DESCRIPTION
 BZ0255
 BZ0255'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BZ0255'4.3 MI E FROM WINKLER.
 BZ0255'TO REACH FROM THE P.O. AT WINKLER, GO EAST ALONG FARM ROAD 246 TO A
 BZ0255'WIRE GATE AT A JCT. WITH AN ABAND ROAD ON THE RIGHT(S).  BENCH MARK IS
 BZ0255'180 FEET EAST OF THE WIRE GATE, 67 FEET SOUTH OF THE CENTER LINE OF
 BZ0255'FARM ROAD 246, 24 FEET SOUTH OF THE CENTER LINE OF AN ABAND. ROAD, THE
 BZ0255'NW CORNER OF A SMALL CLEARING, SET IN THE TOP OF A CONCRETE POST,
 BZ0255'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND AND STAMPED Y 421
 BZ0255'1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0200 ***********************************************************************
 BZ0200  DESIGNATION -  Y 422
 BZ0200  PID         -  BZ0200
 BZ0200  STATE/COUNTY-  TX/FREESTONE
 BZ0200  USGS QUAD   -  KIRVIN (1982)
 BZ0200
 BZ0200                         *CURRENT SURVEY CONTROL
 BZ0200  ___________________________________________________________________
 BZ0200* NAD 83(1986)-  31 50 54.     (N)    096 17 24.     (W)     SCALED    
 BZ0200* NAVD 88     -        97.471  (meters)     319.79   (feet)  ADJUSTED  
 BZ0200  ___________________________________________________________________
 BZ0200  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0200  DYNAMIC HT  -          97.356 (meters)     319.41  (feet)  COMP
 BZ0200  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 BZ0200
 BZ0200  VERT ORDER  -  SECOND    CLASS 0
 BZ0200
 BZ0200.The horizontal coordinates were scaled from a topographic map and have
 BZ0200.an estimated accuracy of +/- 6 seconds.
 BZ0200
 BZ0200.The orthometric height was determined by differential leveling
 BZ0200.and adjusted by the National Geodetic Survey in June 1991..
 BZ0200
 BZ0200.The geoid height was determined by GEOID03.
 BZ0200
 BZ0200.The dynamic height is computed by dividing the NAVD 88
 BZ0200.geopotential number by the normal gravity value computed on the
 BZ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0200.degrees latitude (g = 980.6199 gals.).
 BZ0200
 BZ0200.The modeled gravity was interpolated from observed gravity values.
 BZ0200
 BZ0200;                    North         East    Units  Estimated Accuracy
 BZ0200;SPC TX C     - 3,248,810.    1,082,610.      MT  (+/- 180 meters Scaled)
 BZ0200
 BZ0200                          SUPERSEDED SURVEY CONTROL
 BZ0200
 BZ0200  NGVD 29 (??/??/92)   97.46   (m)          319.8    (f) COMPUTED    2 0
 BZ0200
 BZ0200.Superseded values are not recommended for survey control.
 BZ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0200.See file dsdata.txt to determine how the superseded data were derived.
 BZ0200
 BZ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA564268(NAD 83)
 BZ0200_MARKER: DB = BENCH MARK DISK
 BZ0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0200_SP_SET: CURB
 BZ0200_STAMPING: Y 422 1947
 BZ0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0200
 BZ0200  HISTORY     - Date     Condition        Report By
 BZ0200  HISTORY     - 1947     MONUMENTED       CGS
 BZ0200  HISTORY     - 1952     MARK NOT FOUND   LOCENG
 BZ0200
 BZ0200                          STATION DESCRIPTION
 BZ0200
 BZ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0200'3.1 MI SE FROM STREETMAN.
 BZ0200'TO REACH FROM THE RAILWAY STATION AT STREETMAN, GO 0.4 OF A MILE EAST
 BZ0200'ALONG A GRAVELED STREET TO U. S. HIGHWAY 75, THENCE 2.7 MILES
 BZ0200'SOUTHEAST ALONG U. S. HIGHWAY 75 TO THE SITE OF THE MARK.  THE BENCH
 BZ0200'MARK IS SET IN THE SOUTHEAST END OF THE SOUTHWEST CURB OF THE
 BZ0200'TEHUACANA CREEK BRIDGE, 10 FEET SOUTHWEST OF AND 1 FOOT HIGHER THAN
 BZ0200'THE CENTER LINE OF THE HIGHWAY, 5 FEET NORTHWEST OF THE SOUTHEAST END
 BZ0200'OF THE SOUTHWEST CURB.  A BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 BZ0200
 BZ0200                          STATION RECOVERY (1952)
 BZ0200
 BZ0200'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 BZ0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0264 ***********************************************************************
 GL0264  DESIGNATION -  Y 423
 GL0264  PID         -  GL0264
 GL0264  STATE/COUNTY-  TX/DALLAM
 GL0264  USGS QUAD   -  CORLENA (1973)
 GL0264
 GL0264                         *CURRENT SURVEY CONTROL
 GL0264  ___________________________________________________________________
 GL0264* NAD 83(1986)-  36 18 18.     (N)    102 54 50.     (W)     SCALED    
 GL0264* NAVD 88     -      1357.294  (meters)    4453.06   (feet)  ADJUSTED  
 GL0264  ___________________________________________________________________
 GL0264  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GL0264  DYNAMIC HT  -        1355.713 (meters)    4447.87  (feet)  COMP
 GL0264  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 GL0264
 GL0264  VERT ORDER  -  FIRST     CLASS II
 GL0264
 GL0264.The horizontal coordinates were scaled from a topographic map and have
 GL0264.an estimated accuracy of +/- 6 seconds.
 GL0264
 GL0264.The orthometric height was determined by differential leveling
 GL0264.and adjusted by the National Geodetic Survey in June 1991..
 GL0264
 GL0264.The geoid height was determined by GEOID03.
 GL0264
 GL0264.The dynamic height is computed by dividing the NAVD 88
 GL0264.geopotential number by the normal gravity value computed on the
 GL0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0264.degrees latitude (g = 980.6199 gals.).
 GL0264
 GL0264.The modeled gravity was interpolated from observed gravity values.
 GL0264
 GL0264;                    North         East    Units  Estimated Accuracy
 GL0264;SPC TX N     - 1,256,630.       73,010.      MT  (+/- 180 meters Scaled)
 GL0264
 GL0264                          SUPERSEDED SURVEY CONTROL
 GL0264
 GL0264  NGVD 29 (??/??/92) 1356.64   (m)         4450.9    (f) COMPUTED    1 2
 GL0264
 GL0264.Superseded values are not recommended for survey control.
 GL0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0264.See file dsdata.txt to determine how the superseded data were derived.
 GL0264
 GL0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA873197(NAD 83)
 GL0264_MARKER: DB = BENCH MARK DISK
 GL0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0264_STAMPING: Y 423 1955
 GL0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0264+STABILITY: SURFACE MOTION
 GL0264
 GL0264  HISTORY     - Date     Condition        Report By
 GL0264  HISTORY     - 1955     MONUMENTED       CGS
 GL0264  HISTORY     - 1956     GOOD             NGS
 GL0264
 GL0264                          STATION DESCRIPTION
 GL0264
 GL0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0264'3.4 MI NW FROM PERICO.
 GL0264'3.4 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0264'THE STATION SIGN AT PERICO, 98 FEET SOUTHWEST OF THE CENTER LINE OF
 GL0264'U.S. HIGHWAY 87, 48 FEET NORTHEAST OF THE NORTHEAST RAIL, 42.4 FEET
 GL0264'EAST OF MILEPOST 445, 5.4 FEET NORTHWEST OF A TELEPHONE POLE, IN LINE
 GL0264'WITH A ROW OF TELEPHONE POLES, 2.2 FEET SOUTHEAST OF A WITNESS POST,
 GL0264'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GL0264'GROUND.
 GL0264
 GL0264                          STATION RECOVERY (1956)
 GL0264
 GL0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GL0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0054 ***********************************************************************
 EN0054  DESIGNATION -  Y 425
 EN0054  PID         -  EN0054
 EN0054  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0054  USGS QUAD   -  WELLINGTON (1982)
 EN0054
 EN0054                         *CURRENT SURVEY CONTROL
 EN0054  ___________________________________________________________________
 EN0054* NAD 83(1986)-  34 51 48.     (N)    100 08 01.     (W)     SCALED    
 EN0054* NAVD 88     -       600.713  (meters)    1970.84   (feet)  POSTED    
 EN0054  ___________________________________________________________________
 EN0054  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EN0054  DYNAMIC HT  -         600.040 (meters)    1968.63  (feet)  COMP
 EN0054  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 EN0054
 EN0054  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0054
 EN0054.The horizontal coordinates were scaled from a topographic map and have
 EN0054.an estimated accuracy of +/- 6 seconds.
 EN0054
 EN0054.The orthometric height was determined by differential leveling
 EN0054.and adjusted by the National Geodetic Survey in 1992..
 EN0054.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0054.rate of 1.1 thru 2.0 mm/km.
 EN0054
 EN0054.The geoid height was determined by GEOID03.
 EN0054
 EN0054.The dynamic height is computed by dividing the NAVD 88
 EN0054.geopotential number by the normal gravity value computed on the
 EN0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0054.degrees latitude (g = 980.6199 gals.).
 EN0054
 EN0054.The modeled gravity was interpolated from observed gravity values.
 EN0054
 EN0054;                    North         East    Units  Estimated Accuracy
 EN0054;SPC TX N     - 1,096,640.      324,930.      MT  (+/- 180 meters Scaled)
 EN0054
 EN0054                          SUPERSEDED SURVEY CONTROL
 EN0054
 EN0054  NGVD 29 (??/??/92)  600.412  (m)         1969.85   (f) ADJ UNCH    2 0
 EN0054
 EN0054.Superseded values are not recommended for survey control.
 EN0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0054.See file dsdata.txt to determine how the superseded data were derived.
 EN0054
 EN0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD963584(NAD 83)
 EN0054_MARKER: DB = BENCH MARK DISK
 EN0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0054_STAMPING: Y 425 1934
 EN0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0054+STABILITY: SURFACE MOTION
 EN0054
 EN0054  HISTORY     - Date     Condition        Report By
 EN0054  HISTORY     - 1934     MONUMENTED       CGS
 EN0054  HISTORY     - 1964     MARK NOT FOUND   USGS
 EN0054
 EN0054                          STATION DESCRIPTION
 EN0054
 EN0054'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EN0054'5.1 MI E FROM WELLINGTON.
 EN0054'5.1 MILES EAST ALONG OLD STATE HIGHWAY 52 FROM THE COUNTY COURTHOUSE
 EN0054'AT WELLINGTON, COLLINGSWORTH COUNTY, 100 YARDS EAST OF A BROWN HOUSE
 EN0054'ON THE SOUTH SIDE OF THE HIGHWAY, 20 YARDS SOUTHEAST OF THE EAST END
 EN0054'OF A ROW OF LOCUST TREES, 40 FEET SOUTH OF THE CENTERLINE OF THE
 EN0054'HIGHWAY, 1.5 FEET EAST OF A FENCE CORNER, AND SET IN THE TOP OF A
 EN0054'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0019 ***********************************************************************
 EN0019  DESIGNATION -  Y 426
 EN0019  PID         -  EN0019
 EN0019  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0019  USGS QUAD   -  WELLINGTON NW (1982)
 EN0019
 EN0019                         *CURRENT SURVEY CONTROL
 EN0019  ___________________________________________________________________
 EN0019* NAD 83(1986)-  34 54 24.     (N)    100 12 15.     (W)     SCALED    
 EN0019* NAVD 88     -       650.229  (meters)    2133.29   (feet)  ADJUSTED  
 EN0019  ___________________________________________________________________
 EN0019  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EN0019  DYNAMIC HT  -         649.506 (meters)    2130.92  (feet)  COMP
 EN0019  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 EN0019
 EN0019  VERT ORDER  -  SECOND    CLASS 0
 EN0019
 EN0019.The horizontal coordinates were scaled from a topographic map and have
 EN0019.an estimated accuracy of +/- 6 seconds.
 EN0019
 EN0019.The orthometric height was determined by differential leveling
 EN0019.and adjusted by the National Geodetic Survey in June 1991..
 EN0019
 EN0019.The geoid height was determined by GEOID03.
 EN0019
 EN0019.The dynamic height is computed by dividing the NAVD 88
 EN0019.geopotential number by the normal gravity value computed on the
 EN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0019.degrees latitude (g = 980.6199 gals.).
 EN0019
 EN0019.The modeled gravity was interpolated from observed gravity values.
 EN0019
 EN0019;                    North         East    Units  Estimated Accuracy
 EN0019;SPC TX N     - 1,101,360.      318,420.      MT  (+/- 180 meters Scaled)
 EN0019
 EN0019                          SUPERSEDED SURVEY CONTROL
 EN0019
 EN0019  NGVD 29 (??/??/92)  649.915  (m)         2132.26   (f) ADJ UNCH    2 0
 EN0019
 EN0019.Superseded values are not recommended for survey control.
 EN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0019.See file dsdata.txt to determine how the superseded data were derived.
 EN0019
 EN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD899633(NAD 83)
 EN0019_MARKER: DB = BENCH MARK DISK
 EN0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0019_STAMPING: Y 426 1934
 EN0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0019+STABILITY: SURFACE MOTION
 EN0019
 EN0019  HISTORY     - Date     Condition        Report By
 EN0019  HISTORY     - 1934     MONUMENTED       CGS
 EN0019  HISTORY     - 1958     GOOD             NGS
 EN0019
 EN0019                          STATION DESCRIPTION
 EN0019
 EN0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0019'3.5 MI N FROM WELLINGTON.
 EN0019'WELLINGTON, 0.5 MILES EAST AND 3.5 MILES NORTH OF COURTHOUSE ALONG
 EN0019'U.S. HWY 83.  102 FT SOUTH, 50 FT EAST AND 2.5 FT LOWER C HWY AT
 EN0019'GRADED ROAD EAST.  2 FT NORTH OF TELEPHONE POLE.  1 FT WEST OF FENCE.
 EN0019'A STANDARD DISK STAMPED Y 426 1934 AND SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0020 ***********************************************************************
 EN0020  DESIGNATION -  Y 426 RESET 1974
 EN0020  PID         -  EN0020
 EN0020  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0020  USGS QUAD   -  WELLINGTON NW (1982)
 EN0020
 EN0020                         *CURRENT SURVEY CONTROL
 EN0020  ___________________________________________________________________
 EN0020* NAD 83(1986)-  34 54 24.     (N)    100 12 15.     (W)     SCALED    
 EN0020* NAVD 88     -       651.18   (+/-2cm)    2136.4    (feet)  VERTCON   
 EN0020  ___________________________________________________________________
 EN0020  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EN0020
 EN0020  VERT ORDER  -  THIRD (See Below)
 EN0020
 EN0020.The horizontal coordinates were scaled from a topographic map and have
 EN0020.an estimated accuracy of +/- 6 seconds.
 EN0020
 EN0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0020.The vertical order pertains to the NGVD 29 superseded value.
 EN0020
 EN0020.The geoid height was determined by GEOID03.
 EN0020
 EN0020;                    North         East    Units  Estimated Accuracy
 EN0020;SPC TX N     - 1,101,360.      318,420.      MT  (+/- 180 meters Scaled)
 EN0020
 EN0020                          SUPERSEDED SURVEY CONTROL
 EN0020
 EN0020  NGVD 29 (01/29/03)  650.87   (m)         2135.4    (f) RESET       3  
 EN0020
 EN0020.Superseded values are not recommended for survey control.
 EN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0020.See file dsdata.txt to determine how the superseded data were derived.
 EN0020
 EN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD899633(NAD 83)
 EN0020_MARKER: DB = BENCH MARK DISK
 EN0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0020_SP_SET: CULVERT
 EN0020_STAMPING: Y 426 RESET 1974
 EN0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0020
 EN0020  HISTORY     - Date     Condition        Report By
 EN0020  HISTORY     - 1974     MONUMENTED       NGS
 EN0020
 EN0020                          STATION DESCRIPTION
 EN0020
 EN0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EN0020'3.5 MI N FROM WELLINGTON.
 EN0020'FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 204 IN
 EN0020'WELLINGTON, GO NORTH ON U.S. HWY. 83 FOR 3.5 MILES TO A SIDE ROAD ON
 EN0020'THE RIGHT AND MARK ON THE RIGHT IN EAST END OF CULVERT, LOCATED IN THE
 EN0020'NORTHEAST ANGLE FORMED BY THE INTERSECTION OF ROADS.  STANDARD TEXAS
 EN0020'HIGHWAY DEPARTMENT RIGHT-OF-WAY AND BENCH MARK BRONZE DISK, SET IN THE
 EN0020'CENTER OF THE EAST HEADWALL OF CONCRETE CULVERT AND IS STAMPED Y 426
 EN0020'RESET 1974.  IT IS 60 FEET EAST OF THE CENTER-LINE OF U.S. HWY. 83 AND
 EN0020'60 FEET NORTH OF THE CENTER OF A ROAD LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0895 ***********************************************************************
 FL0895  DESIGNATION -  Y 427
 FL0895  PID         -  FL0895
 FL0895  STATE/COUNTY-  TX/ARMSTRONG
 FL0895  USGS QUAD   -  CLAUDE (1983)
 FL0895
 FL0895                         *CURRENT SURVEY CONTROL
 FL0895  ___________________________________________________________________
 FL0895* NAD 83(1986)-  35 05 16.     (N)    101 17 47.     (W)     SCALED    
 FL0895* NAVD 88     -      1022.815  (meters)    3355.69   (feet)  ADJUSTED  
 FL0895  ___________________________________________________________________
 FL0895  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 FL0895  DYNAMIC HT  -        1021.610 (meters)    3351.73  (feet)  COMP
 FL0895  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 FL0895
 FL0895  VERT ORDER  -  SECOND    CLASS 0
 FL0895
 FL0895.The horizontal coordinates were scaled from a topographic map and have
 FL0895.an estimated accuracy of +/- 6 seconds.
 FL0895
 FL0895.The orthometric height was determined by differential leveling
 FL0895.and adjusted by the National Geodetic Survey in June 1991..
 FL0895
 FL0895.The geoid height was determined by GEOID03.
 FL0895
 FL0895.The dynamic height is computed by dividing the NAVD 88
 FL0895.geopotential number by the normal gravity value computed on the
 FL0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0895.degrees latitude (g = 980.6199 gals.).
 FL0895
 FL0895.The modeled gravity was interpolated from observed gravity values.
 FL0895
 FL0895;                    North         East    Units  Estimated Accuracy
 FL0895;SPC TX N     - 1,120,690.      218,570.      MT  (+/- 180 meters Scaled)
 FL0895
 FL0895                          SUPERSEDED SURVEY CONTROL
 FL0895
 FL0895  NGVD 29 (??/??/92) 1022.336  (m)         3354.11   (f) ADJ UNCH    2 0
 FL0895
 FL0895.Superseded values are not recommended for survey control.
 FL0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0895.See file dsdata.txt to determine how the superseded data were derived.
 FL0895
 FL0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD906851(NAD 83)
 FL0895_MARKER: DB = BENCH MARK DISK
 FL0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0895_STAMPING: Y-427 1934
 FL0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0895+STABILITY: SURFACE MOTION
 FL0895
 FL0895  HISTORY     - Date     Condition        Report By
 FL0895  HISTORY     - 1934     MONUMENTED       CGS
 FL0895  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL0895
 FL0895                          STATION DESCRIPTION
 FL0895
 FL0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0895'3.9 MI SE FROM CLAUDE.
 FL0895'3.9 MI. S.E. ALONG F.W. AND D.C. RAILROAD 3 FT. N. OF MILE POST NO.
 FL0895'304, 84 FT. N. OF THE CENTER LINE OF HWY., AND 38 FT. S. OF THE CENTER
 FL0895'LINE OF TRACK.
 FL0895
 FL0895                          STATION RECOVERY (2004)
 FL0895
 FL0895'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0219 ***********************************************************************
 EN0219  DESIGNATION -  Y 428
 EN0219  PID         -  EN0219
 EN0219  STATE/COUNTY-  TX/HALL
 EN0219  USGS QUAD   -  BRICE (1985)
 EN0219
 EN0219                         *CURRENT SURVEY CONTROL
 EN0219  ___________________________________________________________________
 EN0219* NAD 83(1986)-  34 39 05.     (N)    100 56 38.     (W)     SCALED    
 EN0219* NAVD 88     -       650.986  (meters)    2135.78   (feet)  ADJUSTED  
 EN0219  ___________________________________________________________________
 EN0219  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EN0219  DYNAMIC HT  -         650.235 (meters)    2133.31  (feet)  COMP
 EN0219  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 EN0219
 EN0219  VERT ORDER  -  SECOND    CLASS 0
 EN0219
 EN0219.The horizontal coordinates were scaled from a topographic map and have
 EN0219.an estimated accuracy of +/- 6 seconds.
 EN0219
 EN0219.The orthometric height was determined by differential leveling
 EN0219.and adjusted by the National Geodetic Survey in June 1991..
 EN0219
 EN0219.The geoid height was determined by GEOID03.
 EN0219
 EN0219.The dynamic height is computed by dividing the NAVD 88
 EN0219.geopotential number by the normal gravity value computed on the
 EN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0219.degrees latitude (g = 980.6199 gals.).
 EN0219
 EN0219.The modeled gravity was interpolated from observed gravity values.
 EN0219
 EN0219;                    North         East    Units  Estimated Accuracy
 EN0219;SPC TX N     - 1,072,410.      250,980.      MT  (+/- 180 meters Scaled)
 EN0219
 EN0219                          SUPERSEDED SURVEY CONTROL
 EN0219
 EN0219  NGVD 29 (??/??/92)  650.634  (m)         2134.62   (f) ADJ UNCH    2 0
 EN0219
 EN0219.Superseded values are not recommended for survey control.
 EN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0219.See file dsdata.txt to determine how the superseded data were derived.
 EN0219
 EN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD218361(NAD 83)
 EN0219_MARKER: DB = BENCH MARK DISK
 EN0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0219_STAMPING: Y 428 1934
 EN0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0219+STABILITY: SURFACE MOTION
 EN0219
 EN0219  HISTORY     - Date     Condition        Report By
 EN0219  HISTORY     - 1934     MONUMENTED       CGS
 EN0219  HISTORY     - 1982     GOOD             USGS
 EN0219
 EN0219                          STATION DESCRIPTION
 EN0219
 EN0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0219'6.0 MI S FROM BRICE.
 EN0219'6.0 MILES SOUTH ALONG THE CLARENDON-QUITAQUE ROAD FROM BRICE, HALL
 EN0219'COUNTY, ABOUT 125 YARDS NORTH OF THE HALL-BRISCOE COUNTY LINE, 100
 EN0219'YARDS NORTH OF A WINDMILL, 36 FEET EAST OF THE CENTERLINE OF THE
 EN0219'TRACK, 2 FEET EAST OF A FENCE, ABOUT 2 FEET LOWER THAN THE ROADWAY.
 EN0219'AND SET IN THE TOP OF A CONCRETE POST.
 EN0219
 EN0219                          STATION RECOVERY (1982)
 EN0219
 EN0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EN0219'6 MILES SOUTH OF BRICE, 2.0 MILES SOUTH OF ALONG STATE HWY. 70 THENCE
 EN0219'2.0 MILES SOUTHWEST ALONG HWY. 256, THENCE 1.5 MILES SOUTHWEST AONG
 EN0219'DIRT ROAD TO BEND IN ROAD AND ON THE LEFT. 36 FT. OF CENTER OF ROAD,
 EN0219'2 FEET EAST OF FENCE AND ABOUT FEET LOWER TAN ROAD. A STANDARD DISK
 EN0219'STAMPED Y 428 1934 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0086 ***********************************************************************
 EO0086  DESIGNATION -  Y 429 RESET 1948
 EO0086  PID         -  EO0086
 EO0086  STATE/COUNTY-  TX/CASTRO
 EO0086  USGS QUAD   -  DIMMITT SW (1965)
 EO0086
 EO0086                         *CURRENT SURVEY CONTROL
 EO0086  ___________________________________________________________________
 EO0086* NAD 83(1986)-  34 31 49.     (N)    102 29 43.     (W)     SCALED    
 EO0086* NAVD 88     -      1201.22   (meters)    3941.0    (feet)  RESET     
 EO0086  ___________________________________________________________________
 EO0086  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 EO0086
 EO0086  VERT ORDER  -  THIRD
 EO0086
 EO0086.The horizontal coordinates were scaled from a topographic map and have
 EO0086.an estimated accuracy of +/- 6 seconds.
 EO0086
 EO0086.The orthometric height was computed from unverified reset data.
 EO0086
 EO0086.The geoid height was determined by GEOID03.
 EO0086
 EO0086;                    North         East    Units  Estimated Accuracy
 EO0086;SPC TX N     - 1,059,290.      108,630.      MT  (+/- 180 meters Scaled)
 EO0086
 EO0086                          SUPERSEDED SURVEY CONTROL
 EO0086
 EO0086.No superseded survey control is available for this station.
 EO0086
 EO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU298238(NAD 83)
 EO0086_MARKER: DB = BENCH MARK DISK
 EO0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0086_SP_SET: CULVERT
 EO0086_STAMPING: Y 429 RESET 1948
 EO0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0086
 EO0086  HISTORY     - Date     Condition        Report By
 EO0086  HISTORY     - 1948     MONUMENTED       TXHD
 EO0086
 EO0086                          STATION DESCRIPTION
 EO0086
 EO0086'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 EO0086'10.9 MI W FROM DIMMITT.
 EO0086'10.9 MILES WEST ALONG STATE HIGHWAY 86 FROM THE FORT WORTH AND DENVER
 EO0086'RAILWAY STATION AT DIMMITT, AT A CULVERT, AND IN THE TOP OF THE SOUTH
 EO0086'HEADWALL.  A STANDARD DISK, STAMPED Y 429 RESET 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0397 ***********************************************************************
 EN0397  DESIGNATION -  Y 430
 EN0397  PID         -  EN0397
 EN0397  STATE/COUNTY-  TX/SWISHER
 EN0397  USGS QUAD   -  TULIA (1981)
 EN0397
 EN0397                         *CURRENT SURVEY CONTROL
 EN0397  ___________________________________________________________________
 EN0397* NAD 83(1986)-  34 32 14.     (N)    101 46 41.     (W)     SCALED    
 EN0397* NAVD 88     -      1067.553  (meters)    3502.46   (feet)  ADJUSTED  
 EN0397  ___________________________________________________________________
 EN0397  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EN0397  DYNAMIC HT  -        1066.221 (meters)    3498.09  (feet)  COMP
 EN0397  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 EN0397
 EN0397  VERT ORDER  -  SECOND    CLASS 0
 EN0397
 EN0397.The horizontal coordinates were scaled from a topographic map and have
 EN0397.an estimated accuracy of +/- 6 seconds.
 EN0397
 EN0397.The orthometric height was determined by differential leveling
 EN0397.and adjusted by the National Geodetic Survey in June 1991..
 EN0397
 EN0397.The geoid height was determined by GEOID03.
 EN0397
 EN0397.The dynamic height is computed by dividing the NAVD 88
 EN0397.geopotential number by the normal gravity value computed on the
 EN0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0397.degrees latitude (g = 980.6199 gals.).
 EN0397
 EN0397.The modeled gravity was interpolated from observed gravity values.
 EN0397
 EN0397;                    North         East    Units  Estimated Accuracy
 EN0397;SPC TX N     - 1,059,640.      174,470.      MT  (+/- 180 meters Scaled)
 EN0397
 EN0397                          SUPERSEDED SURVEY CONTROL
 EN0397
 EN0397  NGVD 29 (??/??/92) 1067.126  (m)         3501.06   (f) ADJ UNCH    2 0
 EN0397
 EN0397.Superseded values are not recommended for survey control.
 EN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0397.See file dsdata.txt to determine how the superseded data were derived.
 EN0397
 EN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD450252(NAD 83)
 EN0397_MARKER: DB = BENCH MARK DISK
 EN0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0397_SP_SET: BUILDING
 EN0397_STAMPING: Y 430 1934
 EN0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0397
 EN0397  HISTORY     - Date     Condition        Report By
 EN0397  HISTORY     - 1934     MONUMENTED       CGS
 EN0397  HISTORY     - 1965     GOOD             USGS
 EN0397
 EN0397                          STATION DESCRIPTION
 EN0397
 EN0397'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EN0397'IN TULIA.
 EN0397'AT TULIA, SWISHER COUNTY, AT THE SANTA FE RAILROAD STATION, IN THE
 EN0397'WALL OF THE TICKET OFFICE, 15 FT. SOUTH OF THE WAITING ROOM DOOR, 42
 EN0397'FT. NORTH OF THE SOUTH END OF THE STATION, 23 FT. EAST OF THE
 EN0397'CENTERLINE OF THE TRACK, AND 3.0 FT. ABOVE THE SIDEWALK. A STANDARD
 EN0397'DISK, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0325 ***********************************************************************
 EN0325  DESIGNATION -  Y 431
 EN0325  PID         -  EN0325
 EN0325  STATE/COUNTY-  TX/BRISCOE
 EN0325  USGS QUAD   -  QUITAQUE (1967)
 EN0325
 EN0325                         *CURRENT SURVEY CONTROL
 EN0325  ___________________________________________________________________
 EN0325* NAD 83(1986)-  34 22 21.     (N)    101 05 48.     (W)     SCALED    
 EN0325* NAVD 88     -       822.900  (meters)    2699.80   (feet)  ADJUSTED  
 EN0325  ___________________________________________________________________
 EN0325  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EN0325  DYNAMIC HT  -         821.891 (meters)    2696.49  (feet)  COMP
 EN0325  MODELED GRAV-     979,382.0   (mgal)                       NAVD 88
 EN0325
 EN0325  VERT ORDER  -  SECOND    CLASS 0
 EN0325
 EN0325.The horizontal coordinates were scaled from a topographic map and have
 EN0325.an estimated accuracy of +/- 6 seconds.
 EN0325
 EN0325.The orthometric height was determined by differential leveling
 EN0325.and adjusted by the National Geodetic Survey in June 1991..
 EN0325
 EN0325.The geoid height was determined by GEOID03.
 EN0325
 EN0325.The dynamic height is computed by dividing the NAVD 88
 EN0325.geopotential number by the normal gravity value computed on the
 EN0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0325.degrees latitude (g = 980.6199 gals.).
 EN0325
 EN0325.The modeled gravity was interpolated from observed gravity values.
 EN0325
 EN0325;                    North         East    Units  Estimated Accuracy
 EN0325;SPC TX N     - 1,041,400.      237,100.      MT  (+/- 180 meters Scaled)
 EN0325
 EN0325                          SUPERSEDED SURVEY CONTROL
 EN0325
 EN0325  NGVD 29 (??/??/92)  822.563  (m)         2698.69   (f) ADJ UNCH    2 0
 EN0325
 EN0325.Superseded values are not recommended for survey control.
 EN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0325.See file dsdata.txt to determine how the superseded data were derived.
 EN0325
 EN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD072054(NAD 83)
 EN0325_MARKER: DB = BENCH MARK DISK
 EN0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0325_STAMPING: Y 431 1934
 EN0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0325+STABILITY: SURFACE MOTION
 EN0325
 EN0325  HISTORY     - Date     Condition        Report By
 EN0325  HISTORY     - 1934     MONUMENTED       CGS
 EN0325  HISTORY     - 1967     MARK NOT FOUND   USGS
 EN0325
 EN0325                          STATION DESCRIPTION
 EN0325
 EN0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0325'2.1 MI W FROM QUITAQUE.
 EN0325'2.1 MILES WEST ALONG STATE HIGHWAY 86 FROM QUITAQUE, 30 YARDS
 EN0325'NORTHWEST OF A HIGHWAY MARKER, 42 FEET NORTH OF THE CENTERLINE OF THE
 EN0325'HIGHWAY, AT A JOG IN THE FENCE, 12 FEET NORTH OF ONE FENCE CORNER, 10
 EN0325'FEET SOUTH OF ANOTHER FENCE CORNER, AND 2 FEET WEST OF THE
 EN0325'NORTH-AND-SOUTH FENCE LINE.  A STANDARD DISK, STAMPED Y 431 1934 AND
 EN0325'SET IN THE TOP OF A CONCRETE POST.
 EN0325
 EN0325                          STATION RECOVERY (1967)
 EN0325
 EN0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0149 ***********************************************************************
 DP0149  DESIGNATION -  Y 433
 DP0149  PID         -  DP0149
 DP0149  STATE/COUNTY-  TX/DICKENS
 DP0149  USGS QUAD   -  DICKENS SOUTH (1981)
 DP0149
 DP0149                         *CURRENT SURVEY CONTROL
 DP0149  ___________________________________________________________________
 DP0149* NAD 83(1986)-  33 37 16.     (N)    100 50 10.     (W)     SCALED    
 DP0149* NAVD 88     -       777.382  (meters)    2550.46   (feet)  ADJUSTED  
 DP0149  ___________________________________________________________________
 DP0149  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DP0149  DYNAMIC HT  -         776.431 (meters)    2547.34  (feet)  COMP
 DP0149  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 DP0149
 DP0149  VERT ORDER  -  SECOND    CLASS 0
 DP0149
 DP0149.The horizontal coordinates were scaled from a topographic map and have
 DP0149.an estimated accuracy of +/- 6 seconds.
 DP0149
 DP0149.The orthometric height was determined by differential leveling
 DP0149.and adjusted by the National Geodetic Survey in June 1991..
 DP0149
 DP0149.The geoid height was determined by GEOID03.
 DP0149
 DP0149.The dynamic height is computed by dividing the NAVD 88
 DP0149.geopotential number by the normal gravity value computed on the
 DP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0149.degrees latitude (g = 980.6199 gals.).
 DP0149
 DP0149.The modeled gravity was interpolated from observed gravity values.
 DP0149
 DP0149;                    North         East    Units  Estimated Accuracy
 DP0149;SPC TXNC     - 2,219,140.      383,260.      MT  (+/- 180 meters Scaled)
 DP0149
 DP0149                          SUPERSEDED SURVEY CONTROL
 DP0149
 DP0149  NGVD 29 (??/??/92)  777.104  (m)         2549.55   (f) ADJ UNCH    2 0
 DP0149
 DP0149.Superseded values are not recommended for survey control.
 DP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0149.See file dsdata.txt to determine how the superseded data were derived.
 DP0149
 DP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC296216(NAD 83)
 DP0149_MARKER: DB = BENCH MARK DISK
 DP0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0149_SP_SET: WALL
 DP0149_STAMPING: Y-433 1934
 DP0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0149
 DP0149  HISTORY     - Date     Condition        Report By
 DP0149  HISTORY     - 1934     MONUMENTED       CGS
 DP0149  HISTORY     - 1935     GOOD             NGS
 DP0149
 DP0149                          STATION DESCRIPTION
 DP0149
 DP0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0149'IN DICKENS.
 DP0149'AT THE COURTHOUSE, 2 FT. E. OF THE S. ENTRANCE, AND SET VERTICALLY 3
 DP0149'FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0017 ***********************************************************************
 DP0017  DESIGNATION -  Y 435
 DP0017  PID         -  DP0017
 DP0017  STATE/COUNTY-  TX/COTTLE
 DP0017  USGS QUAD   -  GINSITE (1981)
 DP0017
 DP0017                         *CURRENT SURVEY CONTROL
 DP0017  ___________________________________________________________________
 DP0017* NAD 83(1986)-  33 58 23.     (N)    100 19 37.     (W)     SCALED    
 DP0017* NAVD 88     -       571.132  (meters)    1873.79   (feet)  ADJUSTED  
 DP0017  ___________________________________________________________________
 DP0017  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DP0017  DYNAMIC HT  -         570.467 (meters)    1871.61  (feet)  COMP
 DP0017  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 DP0017
 DP0017  VERT ORDER  -  SECOND    CLASS 0
 DP0017
 DP0017.The horizontal coordinates were scaled from a topographic map and have
 DP0017.an estimated accuracy of +/- 6 seconds.
 DP0017
 DP0017.The orthometric height was determined by differential leveling
 DP0017.and adjusted by the National Geodetic Survey in June 1991..
 DP0017
 DP0017.The geoid height was determined by GEOID03.
 DP0017
 DP0017.The dynamic height is computed by dividing the NAVD 88
 DP0017.geopotential number by the normal gravity value computed on the
 DP0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0017.degrees latitude (g = 980.6199 gals.).
 DP0017
 DP0017.The modeled gravity was interpolated from observed gravity values.
 DP0017
 DP0017;                    North         East    Units  Estimated Accuracy
 DP0017;SPC TXNC     - 2,257,240.      431,170.      MT  (+/- 180 meters Scaled)
 DP0017
 DP0017                          SUPERSEDED SURVEY CONTROL
 DP0017
 DP0017  NGVD 29 (??/??/92)  570.938  (m)         1873.15   (f) ADJ UNCH    2 0
 DP0017
 DP0017.Superseded values are not recommended for survey control.
 DP0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0017.See file dsdata.txt to determine how the superseded data were derived.
 DP0017
 DP0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC774599(NAD 83)
 DP0017_MARKER: DB = BENCH MARK DISK
 DP0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0017_SP_SET: CULVERT
 DP0017_STAMPING: Y-435 1934
 DP0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0017
 DP0017  HISTORY     - Date     Condition        Report By
 DP0017  HISTORY     - 1934     MONUMENTED       CGS
 DP0017  HISTORY     - 1935     GOOD             NGS
 DP0017  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0017
 DP0017                          STATION DESCRIPTION
 DP0017
 DP0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0017'3.3 MI S FROM PADUCAH.
 DP0017'3.3 MI. S. ALONG U.S. NO. 83 ABOUT 70 YDS. N.E. OF A SMALL WHITE HOUSE
 DP0017'15 FT. W. OF THE CENTER LINE OF HWY., AND SET IN THE CENTER OF THE W.
 DP0017'ABUTMENT OF A CONC. CULVERT.  NOTE-- HIGHWAY HAS BEEN WIDENED AND
 DP0017'CULVERT PUT IN.
 DP0017
 DP0017                          STATION RECOVERY (1968)
 DP0017
 DP0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0446 ***********************************************************************
 EM0446  DESIGNATION -  Y 436
 EM0446  PID         -  EM0446
 EM0446  STATE/COUNTY-  TX/COTTLE
 EM0446  USGS QUAD   -  GOODLETT (1990)
 EM0446
 EM0446                         *CURRENT SURVEY CONTROL
 EM0446  ___________________________________________________________________
 EM0446* NAD 83(1986)-  34 17 01.     (N)    099 59 55.     (W)     SCALED    
 EM0446* NAVD 88     -       487.052  (meters)    1597.94   (feet)  ADJUSTED  
 EM0446  ___________________________________________________________________
 EM0446  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EM0446  DYNAMIC HT  -         486.501 (meters)    1596.13  (feet)  COMP
 EM0446  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 EM0446
 EM0446  VERT ORDER  -  SECOND    CLASS 0
 EM0446
 EM0446.The horizontal coordinates were scaled from a topographic map and have
 EM0446.an estimated accuracy of +/- 6 seconds.
 EM0446
 EM0446.The orthometric height was determined by differential leveling
 EM0446.and adjusted by the National Geodetic Survey in June 1991..
 EM0446
 EM0446.The geoid height was determined by GEOID03.
 EM0446
 EM0446.The dynamic height is computed by dividing the NAVD 88
 EM0446.geopotential number by the normal gravity value computed on the
 EM0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0446.degrees latitude (g = 980.6199 gals.).
 EM0446
 EM0446.The modeled gravity was interpolated from observed gravity values.
 EM0446
 EM0446;                    North         East    Units  Estimated Accuracy
 EM0446;SPC TXNC     - 2,291,200.      462,000.      MT  (+/- 180 meters Scaled)
 EM0446
 EM0446                          SUPERSEDED SURVEY CONTROL
 EM0446
 EM0446  NGVD 29 (??/??/92)  486.857  (m)         1597.30   (f) ADJ UNCH    2 0
 EM0446
 EM0446.Superseded values are not recommended for survey control.
 EM0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0446.See file dsdata.txt to determine how the superseded data were derived.
 EM0446
 EM0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC080940(NAD 83)
 EM0446_MARKER: DB = BENCH MARK DISK
 EM0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0446_STAMPING: Y 436 1935
 EM0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0446+STABILITY: SURFACE MOTION
 EM0446
 EM0446  HISTORY     - Date     Condition        Report By
 EM0446  HISTORY     - 1935     MONUMENTED       CGS
 EM0446  HISTORY     - 1958     GOOD             NGS
 EM0446
 EM0446                          STATION DESCRIPTION
 EM0446
 EM0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0446'10.2 MI W FROM ACME.
 EM0446'THIS MARK IS IN THE WEST EDGE OF THE VILLAGE OF LAZARE, AT THE HIGHWAY
 EM0446'CROSSING AND 3 FEET NORTHWEST OF MILEPOST 16.  THE CONCRETE POST IS
 EM0446'CHIPPED AND THE DISK IS BATTERED BUT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0213 ***********************************************************************
 DP0213  DESIGNATION -  Y 437
 DP0213  PID         -  DP0213
 DP0213  STATE/COUNTY-  TX/MOTLEY
 DP0213  USGS QUAD   -  CHINA CANYON (1981)
 DP0213
 DP0213                         *CURRENT SURVEY CONTROL
 DP0213  ___________________________________________________________________
 DP0213* NAD 83(1986)-  33 58 34.     (N)    100 33 38.     (W)     SCALED    
 DP0213* NAVD 88     -       624.637  (meters)    2049.33   (feet)  ADJUSTED  
 DP0213  ___________________________________________________________________
 DP0213  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DP0213  DYNAMIC HT  -         623.899 (meters)    2046.91  (feet)  COMP
 DP0213  MODELED GRAV-     979,435.1   (mgal)                       NAVD 88
 DP0213
 DP0213  VERT ORDER  -  SECOND    CLASS 0
 DP0213
 DP0213.The horizontal coordinates were scaled from a topographic map and have
 DP0213.an estimated accuracy of +/- 6 seconds.
 DP0213
 DP0213.The orthometric height was determined by differential leveling
 DP0213.and adjusted by the National Geodetic Survey in June 1991..
 DP0213
 DP0213.The geoid height was determined by GEOID03.
 DP0213
 DP0213.The dynamic height is computed by dividing the NAVD 88
 DP0213.geopotential number by the normal gravity value computed on the
 DP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0213.degrees latitude (g = 980.6199 gals.).
 DP0213
 DP0213.The modeled gravity was interpolated from observed gravity values.
 DP0213
 DP0213;                    North         East    Units  Estimated Accuracy
 DP0213;SPC TXNC     - 2,257,980.      409,590.      MT  (+/- 180 meters Scaled)
 DP0213
 DP0213                          SUPERSEDED SURVEY CONTROL
 DP0213
 DP0213  NGVD 29 (??/??/92)  624.412  (m)         2048.59   (f) ADJ UNCH    2 0
 DP0213
 DP0213.Superseded values are not recommended for survey control.
 DP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0213.See file dsdata.txt to determine how the superseded data were derived.
 DP0213
 DP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC558606(NAD 83)
 DP0213_MARKER: DB = BENCH MARK DISK
 DP0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0213_STAMPING: Y 437 1934
 DP0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0213+STABILITY: SURFACE MOTION
 DP0213
 DP0213  HISTORY     - Date     Condition        Report By
 DP0213  HISTORY     - 1934     MONUMENTED       CGS
 DP0213  HISTORY     - 1958     GOOD             NGS
 DP0213
 DP0213                          STATION DESCRIPTION
 DP0213
 DP0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0213'6.1 MI W FROM NARCISSO.
 DP0213'IN MOTLEY COUNTY, ABOUT 6.1 MILES WEST ALONG THE QUANAH, ACME AND
 DP0213'PACIFIC RAILWAY FROM NARCISSO, COTTLE COUNTY, 2 POLES EAST OF MILEPOST
 DP0213'59+20, AT A ROAD CROSSING, 35 FEET EAST OF THE CENTER OF THE NORTH
 DP0213'RIGHT-OF-WAY FENCE GATE, AND 2 FEET EAST OF A POLE.  A STANDARD DISK,
 DP0213'STAMPED Y 437 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0237 ***********************************************************************
 DP0237  DESIGNATION -  Y 438
 DP0237  PID         -  DP0237
 DP0237  STATE/COUNTY-  TX/FLOYD
 DP0237  USGS QUAD   -  FLOYDADA (1981)
 DP0237
 DP0237                         *CURRENT SURVEY CONTROL
 DP0237  ___________________________________________________________________
 DP0237* NAD 83(1986)-  33 58 28.     (N)    101 16 20.     (W)     SCALED    
 DP0237* NAVD 88     -       959.893  (meters)    3149.25   (feet)  ADJUSTED  
 DP0237  ___________________________________________________________________
 DP0237  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DP0237  DYNAMIC HT  -         958.668 (meters)    3145.23  (feet)  COMP
 DP0237  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 DP0237
 DP0237  VERT ORDER  -  SECOND    CLASS 0
 DP0237
 DP0237.The horizontal coordinates were scaled from a topographic map and have
 DP0237.an estimated accuracy of +/- 6 seconds.
 DP0237
 DP0237.The orthometric height was determined by differential leveling
 DP0237.and adjusted by the National Geodetic Survey in June 1991..
 DP0237
 DP0237.The geoid height was determined by GEOID03.
 DP0237
 DP0237.The dynamic height is computed by dividing the NAVD 88
 DP0237.geopotential number by the normal gravity value computed on the
 DP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0237.degrees latitude (g = 980.6199 gals.).
 DP0237
 DP0237.The modeled gravity was interpolated from observed gravity values.
 DP0237
 DP0237;                    North         East    Units  Estimated Accuracy
 DP0237;SPC TXNC     - 2,259,300.      343,840.      MT  (+/- 180 meters Scaled)
 DP0237
 DP0237                          SUPERSEDED SURVEY CONTROL
 DP0237
 DP0237  NGVD 29 (??/??/92)  959.532  (m)         3148.06   (f) ADJ UNCH    2 0
 DP0237
 DP0237.Superseded values are not recommended for survey control.
 DP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0237.See file dsdata.txt to determine how the superseded data were derived.
 DP0237
 DP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC900616(NAD 83)
 DP0237_MARKER: DB = BENCH MARK DISK
 DP0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0237_STAMPING: Y 438 1934
 DP0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0237+STABILITY: SURFACE MOTION
 DP0237
 DP0237  HISTORY     - Date     Condition        Report By
 DP0237  HISTORY     - 1934     MONUMENTED       CGS
 DP0237  HISTORY     - 1956     GOOD             NGS
 DP0237
 DP0237                          STATION DESCRIPTION
 DP0237
 DP0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0237'3.7 MI E FROM FLOYDADA.
 DP0237'ABOUT 3.7 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0237'THE STATION AT FLOYDADA, FLOYD COUNTY, 1/2 POLE EAST OF MILEPOST
 DP0237'106+10, AT A ROAD CROSSING, ABOUT 54 FEET NORTH OF THE CENTER LINE OF
 DP0237'THE TRACK, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH
 DP0237'OF THE FENCE CORNER, AND 1 FOOT WEST OF THE NORTH-AND-SOUTH FENCE.  A
 DP0237'STANDARD DISK, STAMPED Y 438 1934 AND SET IN THE TOP OF A CONCRETE
 DP0237'POST.
 DP0237
 DP0237                          STATION RECOVERY (1956)
 DP0237
 DP0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 DP0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0358 ***********************************************************************
 EN0358  DESIGNATION -  Y 439
 EN0358  PID         -  EN0358
 EN0358  STATE/COUNTY-  TX/HALE
 EN0358  USGS QUAD   -  HALFWAY (1968)
 EN0358
 EN0358                         *CURRENT SURVEY CONTROL
 EN0358  ___________________________________________________________________
 EN0358* NAD 83(1986)-  34 11 16.     (N)    101 54 00.     (W)     SCALED    
 EN0358* NAVD 88     -      1058.451  (meters)    3472.60   (feet)  ADJUSTED  
 EN0358  ___________________________________________________________________
 EN0358  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 EN0358  DYNAMIC HT  -        1057.099 (meters)    3468.17  (feet)  COMP
 EN0358  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 EN0358
 EN0358  VERT ORDER  -  SECOND    CLASS 0
 EN0358
 EN0358.The horizontal coordinates were scaled from a topographic map and have
 EN0358.an estimated accuracy of +/- 6 seconds.
 EN0358
 EN0358.The orthometric height was determined by differential leveling
 EN0358.and adjusted by the National Geodetic Survey in June 1991..
 EN0358
 EN0358.The geoid height was determined by GEOID03.
 EN0358
 EN0358.The dynamic height is computed by dividing the NAVD 88
 EN0358.geopotential number by the normal gravity value computed on the
 EN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0358.degrees latitude (g = 980.6199 gals.).
 EN0358
 EN0358.The modeled gravity was interpolated from observed gravity values.
 EN0358
 EN0358;                    North         East    Units  Estimated Accuracy
 EN0358;SPC TXNC     - 2,284,660.      286,620.      MT  (+/- 180 meters Scaled)
 EN0358
 EN0358                          SUPERSEDED SURVEY CONTROL
 EN0358
 EN0358  NGVD 29 (??/??/92) 1058.006  (m)         3471.14   (f) ADJ UNCH    2 0
 EN0358
 EN0358.Superseded values are not recommended for survey control.
 EN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0358.See file dsdata.txt to determine how the superseded data were derived.
 EN0358
 EN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC327867(NAD 83)
 EN0358_MARKER: DB = BENCH MARK DISK
 EN0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0358_SP_SET: CULVERT
 EN0358_STAMPING: Y 439 1934
 EN0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0358
 EN0358  HISTORY     - Date     Condition        Report By
 EN0358  HISTORY     - 1934     MONUMENTED       CGS
 EN0358  HISTORY     - 1948     GOOD             NGS
 EN0358
 EN0358                          STATION DESCRIPTION
 EN0358
 EN0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0358'11.4 MI W FROM PLAINVIEW.
 EN0358'ABOUT 11.4 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 EN0358'AT PLAINVIEW, HALE COUNTY, AT A ROAD CROSSING, 36 FEET SOUTH OF THE
 EN0358'CENTER LINE OF THE HIGHWAY, 15 FEET WEST OF THE CENTER LINE OF THE
 EN0358'ROAD, AT A CONCRETE CULVERT, AND IN THE TOP OF THE CENTER OF THE WEST
 EN0358'ABUTMENT.  A STANDARD DISK, STAMPED Y 439 1934.
 EN0358
 EN0358                          STATION RECOVERY (1948)
 EN0358
 EN0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EN0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1592 ***********************************************************************
 AN1592  DESIGNATION -  Y 44
 AN1592  PID         -  AN1592
 AN1592  STATE/COUNTY-  TX/KARNES
 AN1592  USGS QUAD   -  KENEDY (1987)
 AN1592
 AN1592                         *CURRENT SURVEY CONTROL
 AN1592  ___________________________________________________________________
 AN1592* NAD 83(1986)-  28 49 08.     (N)    097 50 56.     (W)     SCALED    
 AN1592* NAVD 88     -        82.531  (meters)     270.77   (feet)  ADJUSTED  
 AN1592  ___________________________________________________________________
 AN1592  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN1592  DYNAMIC HT  -          82.411 (meters)     270.38  (feet)  COMP
 AN1592  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 AN1592
 AN1592  VERT ORDER  -  FIRST     CLASS II
 AN1592
 AN1592.The horizontal coordinates were scaled from a topographic map and have
 AN1592.an estimated accuracy of +/- 6 seconds.
 AN1592
 AN1592.The orthometric height was determined by differential leveling
 AN1592.and adjusted by the National Geodetic Survey in June 1991..
 AN1592
 AN1592.The geoid height was determined by GEOID03.
 AN1592
 AN1592.The dynamic height is computed by dividing the NAVD 88
 AN1592.geopotential number by the normal gravity value computed on the
 AN1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1592.degrees latitude (g = 980.6199 gals.).
 AN1592
 AN1592.The modeled gravity was interpolated from observed gravity values.
 AN1592
 AN1592;                    North         East    Units  Estimated Accuracy
 AN1592;SPC TXSC     - 4,109,780.      712,350.      MT  (+/- 180 meters Scaled)
 AN1592
 AN1592                          SUPERSEDED SURVEY CONTROL
 AN1592
 AN1592  NGVD 29 (??/??/92)   82.50   (m)          270.7    (f) COMPUTED    1 2
 AN1592
 AN1592.Superseded values are not recommended for survey control.
 AN1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1592.See file dsdata.txt to determine how the superseded data were derived.
 AN1592
 AN1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS123884(NAD 83)
 AN1592_MARKER: DB = BENCH MARK DISK
 AN1592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1592_SP_SET: FOUNDATION
 AN1592_STAMPING: Y 44 1917
 AN1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1592
 AN1592  HISTORY     - Date     Condition        Report By
 AN1592  HISTORY     - 1917     MONUMENTED       CGS
 AN1592  HISTORY     - 1960     GOOD             NGS
 AN1592
 AN1592                          STATION DESCRIPTION
 AN1592
 AN1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AN1592'IN KENEDY.
 AN1592'AT KENEDY, 1 BLOCK WEST OF THE TEXAS AND NEW ORLEANS RAILROAD STATION,
 AN1592'AT THE CORNER OF MAIN AVENUE AND SECOND STREET, AT THE FIRST-NICHOLS
 AN1592'NATIONAL BANK, 6.5 FEET NORTHEAST OF THE CENTER OF THE NORTHWEST
 AN1592'ENTRANCE, AT THE WEST END OF THE NORTH WALL, IN THE CENTER OF THE TOP
 AN1592'OF THE STONE FOUNDATION, AND ABOUT ONE FOOT HIGHER THAN THE SIDEWALK.
 AN1592'NOTE-- THE FIRST NICHOLS NATIONAL BANK HAS JUST COMPLETED REMODELING
 AN1592'THEIR BUILDING.  THEY ERECTED A NEW BRICK WALL OUTSIDE THE LIMITS OF
 AN1592'THE OLD BUILDING, COVERING UP THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1593 ***********************************************************************
 AN1593  DESIGNATION -  Y 44 RESET 1960
 AN1593  PID         -  AN1593
 AN1593  STATE/COUNTY-  TX/KARNES
 AN1593  USGS QUAD   -  KENEDY (1987)
 AN1593
 AN1593                         *CURRENT SURVEY CONTROL
 AN1593  ___________________________________________________________________
 AN1593* NAD 83(1986)-  28 49 08.     (N)    097 50 56.     (W)     SCALED    
 AN1593* NAVD 88     -        82.255  (meters)     269.86   (feet)  ADJUSTED  
 AN1593  ___________________________________________________________________
 AN1593  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN1593  DYNAMIC HT  -          82.135 (meters)     269.47  (feet)  COMP
 AN1593  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 AN1593
 AN1593  VERT ORDER  -  FIRST     CLASS II
 AN1593
 AN1593.The horizontal coordinates were scaled from a topographic map and have
 AN1593.an estimated accuracy of +/- 6 seconds.
 AN1593
 AN1593.The orthometric height was determined by differential leveling
 AN1593.and adjusted by the National Geodetic Survey in June 1991..
 AN1593
 AN1593.The geoid height was determined by GEOID03.
 AN1593
 AN1593.The dynamic height is computed by dividing the NAVD 88
 AN1593.geopotential number by the normal gravity value computed on the
 AN1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1593.degrees latitude (g = 980.6199 gals.).
 AN1593
 AN1593.The modeled gravity was interpolated from observed gravity values.
 AN1593
 AN1593;                    North         East    Units  Estimated Accuracy
 AN1593;SPC TXSC     - 4,109,780.      712,350.      MT  (+/- 180 meters Scaled)
 AN1593
 AN1593                          SUPERSEDED SURVEY CONTROL
 AN1593
 AN1593  NGVD 29 (??/??/??)   82.24   (m)          269.8    (f) RESET       3  
 AN1593
 AN1593.Superseded values are not recommended for survey control.
 AN1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1593.See file dsdata.txt to determine how the superseded data were derived.
 AN1593
 AN1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS123884(NAD 83)
 AN1593_MARKER: DB = BENCH MARK DISK
 AN1593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1593_SP_SET: BASE
 AN1593_STAMPING: Y 44 RESET 1960
 AN1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1593
 AN1593  HISTORY     - Date     Condition        Report By
 AN1593  HISTORY     - 1960     MONUMENTED       TXHD
 AN1593  HISTORY     - 1961     GOOD             TXHD
 AN1593  HISTORY     - 1981     GOOD             NGS
 AN1593
 AN1593                          STATION DESCRIPTION
 AN1593
 AN1593'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1593'IN KENEDY.
 AN1593'THIS MARK IS LOCATED AT KENEDY, ONE BLOCK WEST OF THE TEXAS AND NEW
 AN1593'ORLEANS RAILROAD STATION, AT THE CORNER OF MAIN AVENUE AND SECOND
 AN1593'STREET, AT THE FIRST-NICHOLS NATIONAL BANK, 14.5 FEET NORTHWEST OF THE
 AN1593'NORTHWEST ENTRANCE, IN THE BASE OF A STANDING CLOCK, AND ON A LEVEL
 AN1593'WITH THE SIDEWALK.
 AN1593
 AN1593                          STATION RECOVERY (1981)
 AN1593
 AN1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1593'IN KENEDY, AT THE INTERSECTION OF MAIN AVENUE AND SECOND STREET, IN
 AN1593'TOP OF A CONCRETE FOUNDATION FOR A LARGE ROCKING R WESTERN WEAR SIGN,
 AN1593'4.4 METERS (14.5 FT) NORTHWEST OF THE NORTHWEST ENTRANCE TO THE STORE,
 AN1593'0.8 METER (2.5 FT) SOUTHEAST OF THE STREET CORNER CURB.
 AN1593'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0156 ***********************************************************************
 EO0156  DESIGNATION -  Y 440
 EO0156  PID         -  EO0156
 EO0156  STATE/COUNTY-  TX/BAILEY
 EO0156  USGS QUAD   -  MULESHOE (1980)
 EO0156
 EO0156                         *CURRENT SURVEY CONTROL
 EO0156  ___________________________________________________________________
 EO0156* NAD 83(1986)-  34 14 56.     (N)    102 40 50.     (W)     SCALED    
 EO0156* NAVD 88     -      1150.948  (meters)    3776.07   (feet)  ADJUSTED  
 EO0156  ___________________________________________________________________
 EO0156  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 EO0156  DYNAMIC HT  -        1149.463 (meters)    3771.20  (feet)  COMP
 EO0156  MODELED GRAV-     979,305.7   (mgal)                       NAVD 88
 EO0156
 EO0156  VERT ORDER  -  SECOND    CLASS 0
 EO0156
 EO0156.The horizontal coordinates were scaled from a topographic map and have
 EO0156.an estimated accuracy of +/- 6 seconds.
 EO0156
 EO0156.The orthometric height was determined by differential leveling
 EO0156.and adjusted by the National Geodetic Survey in June 1991..
 EO0156
 EO0156.The geoid height was determined by GEOID03.
 EO0156
 EO0156.The dynamic height is computed by dividing the NAVD 88
 EO0156.geopotential number by the normal gravity value computed on the
 EO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0156.degrees latitude (g = 980.6199 gals.).
 EO0156
 EO0156.The modeled gravity was interpolated from observed gravity values.
 EO0156
 EO0156;                    North         East    Units  Estimated Accuracy
 EO0156;SPC TXNC     - 2,294,030.      214,980.      MT  (+/- 180 meters Scaled)
 EO0156
 EO0156                          SUPERSEDED SURVEY CONTROL
 EO0156
 EO0156  NGVD 29 (??/??/92) 1150.400  (m)         3774.27   (f) ADJ UNCH    2 0
 EO0156
 EO0156.Superseded values are not recommended for survey control.
 EO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0156.See file dsdata.txt to determine how the superseded data were derived.
 EO0156
 EO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT135921(NAD 83)
 EO0156_MARKER: DB = BENCH MARK DISK
 EO0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0156_STAMPING: Y-440 1934
 EO0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0156+STABILITY: SURFACE MOTION
 EO0156
 EO0156  HISTORY     - Date     Condition        Report By
 EO0156  HISTORY     - 1934     MONUMENTED       CGS
 EO0156  HISTORY     - 1962     MARK NOT FOUND   USGS
 EO0156
 EO0156                          STATION DESCRIPTION
 EO0156
 EO0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0156'3.8 MI E FROM MULESHOE.
 EO0156'3.8 MI. E. ALONG U.S. NO. 70 AT A SEC. CORNER, 44 FT. S. OF THE CENTER
 EO0156'LINE OF HWY., 20 FT. E. OF N.-S. FENCE LINE, 21 FT. S.E. OF A FENCE
 EO0156'CORNER.  NOTE-- ON OLD HIGHWAY 70 1 MI N OF PRESENT RD. 50 FT W OF
 EO0156'IRRIGATION WELL.  1/2 MI W OF PAVED N AND S RD.
 EO0156
 EO0156                          STATION RECOVERY (1962)
 EO0156
 EO0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EO0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0282 ***********************************************************************
 DQ0282  DESIGNATION -  Y 441
 DQ0282  PID         -  DQ0282
 DQ0282  STATE/COUNTY-  TX/COCHRAN
 DQ0282  USGS QUAD   -  BLEDSOE (1984)
 DQ0282
 DQ0282                         *CURRENT SURVEY CONTROL
 DQ0282  ___________________________________________________________________
 DQ0282* NAD 83(1986)-  33 37 23.     (N)    103 01 05.     (W)     SCALED    
 DQ0282* NAVD 88     -      1207.050  (meters)    3960.13   (feet)  ADJUSTED  
 DQ0282  ___________________________________________________________________
 DQ0282  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DQ0282  DYNAMIC HT  -        1205.441 (meters)    3954.85  (feet)  COMP
 DQ0282  MODELED GRAV-     979,261.6   (mgal)                       NAVD 88
 DQ0282
 DQ0282  VERT ORDER  -  SECOND    CLASS 0
 DQ0282
 DQ0282.The horizontal coordinates were scaled from a topographic map and have
 DQ0282.an estimated accuracy of +/- 6 seconds.
 DQ0282
 DQ0282.The orthometric height was determined by differential leveling
 DQ0282.and adjusted by the National Geodetic Survey in June 1991..
 DQ0282
 DQ0282.The geoid height was determined by GEOID03.
 DQ0282
 DQ0282.The dynamic height is computed by dividing the NAVD 88
 DQ0282.geopotential number by the normal gravity value computed on the
 DQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0282.degrees latitude (g = 980.6199 gals.).
 DQ0282
 DQ0282.The modeled gravity was interpolated from observed gravity values.
 DQ0282
 DQ0282;                    North         East    Units  Estimated Accuracy
 DQ0282;SPC TXNC     - 2,225,960.      180,930.      MT  (+/- 180 meters Scaled)
 DQ0282
 DQ0282                          SUPERSEDED SURVEY CONTROL
 DQ0282
 DQ0282  NGVD 29 (??/??/92) 1206.590  (m)         3958.62   (f) ADJ UNCH    2 0
 DQ0282
 DQ0282.Superseded values are not recommended for survey control.
 DQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0282.See file dsdata.txt to determine how the superseded data were derived.
 DQ0282
 DQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT838221(NAD 83)
 DQ0282_MARKER: DB = BENCH MARK DISK
 DQ0282_SETTING: 0 = UNSPECIFIED SETTING
 DQ0282_STAMPING: Y-441 1934
 DQ0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0282
 DQ0282  HISTORY     - Date     Condition        Report By
 DQ0282  HISTORY     - 1934     MONUMENTED       CGS
 DQ0282  HISTORY     - 1970     GOOD             USGS
 DQ0282
 DQ0282                          STATION DESCRIPTION
 DQ0282
 DQ0282'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DQ0282'IN BLEDSOE.
 DQ0282'FROM INTERSECTION OF HWY 125 AND 595 IN BLEDSOE, PROCEED NORTH 2
 DQ0282'BLOCKS (0.2 MI) TO RD ON THE RIGHT, TURN RIGHT FOR 2 BLOCKS (0.2 MI.)
 DQ0282'TO X-STREET, TURN LEFT (NORTH) FOR ABOUT 100 YARD TO WHERE RAILROAD
 DQ0282'TRACK CROSSES RD.  BM IS 107 FT E. FROM CENTERLINE OF RD AND SOUTHERN
 DQ0282'POST TRACK, 33.7 FT  NE OF POST WITH SIGN READING WARNING, STRUCTURES
 DQ0282'ON THIS TRACK WILL NOT CLEAR MAN ON SIDE OF CAR, 24.6 FT NORTH OF
 DQ0282'CENTERLINE OF SPUR TRACK, 43 FT S. OF CENTERLINE OF MAIN TRACK, 2 FT
 DQ0282'NW OF POWER POLE STUMP. BM IS 0.15 IT BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0701 ***********************************************************************
 CU0701  DESIGNATION -  Y 444
 CU0701  PID         -  CU0701
 CU0701  STATE/COUNTY-  TX/DAWSON
 CU0701  USGS QUAD   -  LAMESA NORTH (1968)
 CU0701
 CU0701                         *CURRENT SURVEY CONTROL
 CU0701  ___________________________________________________________________
 CU0701* NAD 83(1986)-  32 47 17.     (N)    101 55 38.     (W)     SCALED    
 CU0701* NAVD 88     -       920.832  (meters)    3021.10   (feet)  ADJUSTED  
 CU0701  ___________________________________________________________________
 CU0701  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CU0701  DYNAMIC HT  -         919.604 (meters)    3017.07  (feet)  COMP
 CU0701  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 CU0701
 CU0701  VERT ORDER  -  SECOND    CLASS 0
 CU0701
 CU0701.The horizontal coordinates were scaled from a topographic map and have
 CU0701.an estimated accuracy of +/- 6 seconds.
 CU0701
 CU0701.The orthometric height was determined by differential leveling
 CU0701.and adjusted by the National Geodetic Survey in June 1991..
 CU0701
 CU0701.The geoid height was determined by GEOID03.
 CU0701
 CU0701.The dynamic height is computed by dividing the NAVD 88
 CU0701.geopotential number by the normal gravity value computed on the
 CU0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0701.degrees latitude (g = 980.6199 gals.).
 CU0701
 CU0701.The modeled gravity was interpolated from observed gravity values.
 CU0701
 CU0701;                    North         East    Units  Estimated Accuracy
 CU0701;SPC TXNC     - 2,129,590.      279,050.      MT  (+/- 180 meters Scaled)
 CU0701
 CU0701                          SUPERSEDED SURVEY CONTROL
 CU0701
 CU0701  NGVD 29 (??/??/92)  920.493  (m)         3019.98   (f) ADJ UNCH    2 0
 CU0701
 CU0701.Superseded values are not recommended for survey control.
 CU0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0701.See file dsdata.txt to determine how the superseded data were derived.
 CU0701
 CU0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB258315(NAD 83)
 CU0701_MARKER: DB = BENCH MARK DISK
 CU0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0701_STAMPING: Y 444 1934
 CU0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0701+STABILITY: SURFACE MOTION
 CU0701
 CU0701  HISTORY     - Date     Condition        Report By
 CU0701  HISTORY     - 1934     MONUMENTED       CGS
 CU0701  HISTORY     - 1961     GOOD             NGS
 CU0701  HISTORY     - 1968     MARK NOT FOUND   USGS
 CU0701
 CU0701                          STATION DESCRIPTION
 CU0701
 CU0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0701'4.4 MI NE FROM LAMESA.
 CU0701'4.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0701'STATION AT LAMESA, 0.5 MILE SOUTH OF MILEPOST 49, 0.2 MILE SOUTH OF A
 CU0701'ROAD CROSSING, 51 FEET EAST OF THE CENTERLINE OF THE TRACK, 150 FEET
 CU0701'EAST OF THE CENTERLINE OF U.S. HIGHWAY 87, AND 2 FEET EAST OF THE
 CU0701'RIGHT-OF-WAY FENCE.  NOTE-- IT IS NOW UNDER ABOUT 6 INCHES OF SAND
 CU0701'DRIFT AND 1 FOOT NORTH OF A 4 X 4 POST.  THERE IS A SET OF FARM
 CU0701'BUILDINGS ABOUT 0.2 MILE NORTH.  THE SAND IS DRIFTED ABOUT 2-3 FEET
 CU0701'HIGHER THAT THE MARK IN THE FENCE LINE 2 FEET WEST.
 CU0701
 CU0701                          STATION RECOVERY (1968)
 CU0701
 CU0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0334 ***********************************************************************
 DP0334  DESIGNATION -  Y 445
 DP0334  PID         -  DP0334
 DP0334  STATE/COUNTY-  TX/LYNN
 DP0334  USGS QUAD   -  SKEEN LAKE (1969)
 DP0334
 DP0334                         *CURRENT SURVEY CONTROL
 DP0334  ___________________________________________________________________
 DP0334* NAD 83(1986)-  33 06 26.     (N)    101 47 05.     (W)     SCALED    
 DP0334* NAVD 88     -       915.040  (meters)    3002.09   (feet)  ADJUSTED  
 DP0334  ___________________________________________________________________
 DP0334  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DP0334  DYNAMIC HT  -         913.834 (meters)    2998.14  (feet)  COMP
 DP0334  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 DP0334
 DP0334  VERT ORDER  -  SECOND    CLASS 0
 DP0334
 DP0334.The horizontal coordinates were scaled from a topographic map and have
 DP0334.an estimated accuracy of +/- 6 seconds.
 DP0334
 DP0334.The orthometric height was determined by differential leveling
 DP0334.and adjusted by the National Geodetic Survey in June 1991..
 DP0334
 DP0334.The geoid height was determined by GEOID03.
 DP0334
 DP0334.The dynamic height is computed by dividing the NAVD 88
 DP0334.geopotential number by the normal gravity value computed on the
 DP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0334.degrees latitude (g = 980.6199 gals.).
 DP0334
 DP0334.The modeled gravity was interpolated from observed gravity values.
 DP0334
 DP0334;                    North         East    Units  Estimated Accuracy
 DP0334;SPC TXNC     - 2,164,540.      293,490.      MT  (+/- 180 meters Scaled)
 DP0334
 DP0334                          SUPERSEDED SURVEY CONTROL
 DP0334
 DP0334  NGVD 29 (??/??/92)  914.661  (m)         3000.85   (f) ADJ UNCH    2 0
 DP0334
 DP0334.Superseded values are not recommended for survey control.
 DP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0334.See file dsdata.txt to determine how the superseded data were derived.
 DP0334
 DP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB401666(NAD 83)
 DP0334_MARKER: DB = BENCH MARK DISK
 DP0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0334_STAMPING: Y 445 1934
 DP0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0334+STABILITY: SURFACE MOTION
 DP0334
 DP0334  HISTORY     - Date     Condition        Report By
 DP0334  HISTORY     - 1934     MONUMENTED       CGS
 DP0334  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0334
 DP0334                          STATION DESCRIPTION
 DP0334
 DP0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0334'4.2 MI S FROM TAHOKA.
 DP0334'4.2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0334'STATION AT TAHOKA, 0.5 MILE SOUTH OF MILEPOST 25, 150 FEET NORTH OF A
 DP0334'JOG IN THE FENCE, 72 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 3
 DP0334'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 445
 DP0334'1934 AND SET IN THE TOP OF A CONCRETE POST.
 DP0334
 DP0334                          STATION RECOVERY (1968)
 DP0334
 DP0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0493 ***********************************************************************
 CU0493  DESIGNATION -  Y 446
 CU0493  PID         -  CU0493
 CU0493  STATE/COUNTY-  TX/BORDEN
 CU0493  USGS QUAD   -  FIVEMILE CREEK (1969)
 CU0493
 CU0493                         *CURRENT SURVEY CONTROL
 CU0493  ___________________________________________________________________
 CU0493* NAD 83(1986)-  32 45 36.     (N)    101 17 21.     (W)     SCALED    
 CU0493* NAVD 88     -       741.897  (meters)    2434.04   (feet)  ADJUSTED  
 CU0493  ___________________________________________________________________
 CU0493  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CU0493  DYNAMIC HT  -         740.920 (meters)    2430.84  (feet)  COMP
 CU0493  MODELED GRAV-     979,296.6   (mgal)                       NAVD 88
 CU0493
 CU0493  VERT ORDER  -  SECOND    CLASS 0
 CU0493
 CU0493.The horizontal coordinates were scaled from a topographic map and have
 CU0493.an estimated accuracy of +/- 6 seconds.
 CU0493
 CU0493.The orthometric height was determined by differential leveling
 CU0493.and adjusted by the National Geodetic Survey in June 1991..
 CU0493
 CU0493.The geoid height was determined by GEOID03.
 CU0493
 CU0493.The dynamic height is computed by dividing the NAVD 88
 CU0493.geopotential number by the normal gravity value computed on the
 CU0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0493.degrees latitude (g = 980.6199 gals.).
 CU0493
 CU0493.The modeled gravity was interpolated from observed gravity values.
 CU0493
 CU0493;                    North         East    Units  Estimated Accuracy
 CU0493;SPC TXNC     - 2,124,710.      338,700.      MT  (+/- 180 meters Scaled)
 CU0493
 CU0493                          SUPERSEDED SURVEY CONTROL
 CU0493
 CU0493  NGVD 29 (??/??/92)  741.574  (m)         2432.98   (f) ADJ UNCH    2 0
 CU0493
 CU0493.Superseded values are not recommended for survey control.
 CU0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0493.See file dsdata.txt to determine how the superseded data were derived.
 CU0493
 CU0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB855270(NAD 83)
 CU0493_MARKER: DB = BENCH MARK DISK
 CU0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0493_STAMPING: Y 446 1934
 CU0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0493+STABILITY: SURFACE MOTION
 CU0493
 CU0493  HISTORY     - Date     Condition        Report By
 CU0493  HISTORY     - 1934     MONUMENTED       CGS
 CU0493  HISTORY     - 1968     MARK NOT FOUND   USGS
 CU0493
 CU0493                          STATION DESCRIPTION
 CU0493
 CU0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0493'11.1 MI E FROM GAIL.
 CU0493'11.1 MILES EAST ALONG OLD STATE HIGHWAY 15 FROM THE POST OFFICE AT
 CU0493'GAIL, BORDEN COUNTY, AT A RIGHT-ANGLE CURVE, 0.1 MILE EAST OF A SIDE
 CU0493'ROAD LEADING SOUTH, 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CU0493'AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 CU0493'Y 446 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH
 CU0493'MARK MAY ALSO BE REACHED BY GOING 9.0 MILES EAST ALONG NEW PAVED
 CU0493'HIGHWAY 15 FROM GAIL, THENCE 0.4 MILE SOUTH ALONG THE OLD HIGHWAY. IT
 CU0493'IS 880 FEET EAST OF THE NORTHWEST CORNER OF SECTION 269, BLOCK 97, H.
 CU0493'AND T.C.RR SURVEY.
 CU0493
 CU0493                          STATION RECOVERY (1968)
 CU0493
 CU0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0302 ***********************************************************************
 CC0302  DESIGNATION -  Y 447
 CC0302  PID         -  CC0302
 CC0302  STATE/COUNTY-  TX/WINKLER
 CC0302  USGS QUAD   -  PYOTE NE (1969)
 CC0302
 CC0302                         *CURRENT SURVEY CONTROL
 CC0302  ___________________________________________________________________
 CC0302* NAD 83(1986)-  31 42 24.     (N)    103 04 01.     (W)     SCALED    
 CC0302* NAVD 88     -       828.375  (meters)    2717.76   (feet)  ADJUSTED  
 CC0302  ___________________________________________________________________
 CC0302  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CC0302  DYNAMIC HT  -         827.213 (meters)    2713.95  (feet)  COMP
 CC0302  MODELED GRAV-     979,209.5   (mgal)                       NAVD 88
 CC0302
 CC0302  VERT ORDER  -  SECOND    CLASS 0
 CC0302
 CC0302.The horizontal coordinates were scaled from a topographic map and have
 CC0302.an estimated accuracy of +/- 6 seconds.
 CC0302
 CC0302.The orthometric height was determined by differential leveling
 CC0302.and adjusted by the National Geodetic Survey in June 1991..
 CC0302
 CC0302.The geoid height was determined by GEOID03.
 CC0302
 CC0302.The dynamic height is computed by dividing the NAVD 88
 CC0302.geopotential number by the normal gravity value computed on the
 CC0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0302.degrees latitude (g = 980.6199 gals.).
 CC0302
 CC0302.The modeled gravity was interpolated from observed gravity values.
 CC0302
 CC0302;                    North         East    Units  Estimated Accuracy
 CC0302;SPC TX C     - 3,229,340.      440,910.      MT  (+/- 180 meters Scaled)
 CC0302
 CC0302                          SUPERSEDED SURVEY CONTROL
 CC0302
 CC0302  NGVD 29 (??/??/92)  828.021  (m)         2716.60   (f) ADJ UNCH    2 0
 CC0302
 CC0302.Superseded values are not recommended for survey control.
 CC0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0302.See file dsdata.txt to determine how the superseded data were derived.
 CC0302
 CC0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR831095(NAD 83)
 CC0302_MARKER: DB = BENCH MARK DISK
 CC0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0302_STAMPING: Y-447 1935
 CC0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0302+STABILITY: SURFACE MOTION
 CC0302
 CC0302  HISTORY     - Date     Condition        Report By
 CC0302  HISTORY     - 1935     MONUMENTED       CGS
 CC0302
 CC0302                          STATION DESCRIPTION
 CC0302
 CC0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0302'11.2 MI S FROM KERMIT.
 CC0302'11.2 MI. S. ALONG T. AND N.M. RY. 0.4 MI. N. OF MILE POST NO. 12, 180
 CC0302'FT. S. OF SECTION HOUSE, 99 FT. W. OF THE CENTER LINE OF TRACK, AND 2
 CC0302'FT. E. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0280 ***********************************************************************
 BN0280  DESIGNATION -  Y 449
 BN0280  PID         -  BN0280
 BN0280  STATE/COUNTY-  TX/KERR
 BN0280  USGS QUAD   -  HUNT (1982)
 BN0280
 BN0280                         *CURRENT SURVEY CONTROL
 BN0280  ___________________________________________________________________
 BN0280* NAD 83(1986)-  30 07 17.     (N)    099 17 57.     (W)     SCALED    
 BN0280* NAVD 88     -       553.259  (meters)    1815.15   (feet)  ADJUSTED  
 BN0280  ___________________________________________________________________
 BN0280  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BN0280  DYNAMIC HT  -         552.473 (meters)    1812.57  (feet)  COMP
 BN0280  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 BN0280
 BN0280  VERT ORDER  -  SECOND    CLASS 0
 BN0280
 BN0280.The horizontal coordinates were scaled from a topographic map and have
 BN0280.an estimated accuracy of +/- 6 seconds.
 BN0280
 BN0280.The orthometric height was determined by differential leveling
 BN0280.and adjusted by the National Geodetic Survey in June 1991..
 BN0280
 BN0280.The geoid height was determined by GEOID03.
 BN0280
 BN0280.The dynamic height is computed by dividing the NAVD 88
 BN0280.geopotential number by the normal gravity value computed on the
 BN0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0280.degrees latitude (g = 980.6199 gals.).
 BN0280
 BN0280.The modeled gravity was interpolated from observed gravity values.
 BN0280
 BN0280;                    North         East    Units  Estimated Accuracy
 BN0280;SPC TXSC     - 4,253,620.      571,170.      MT  (+/- 180 meters Scaled)
 BN0280
 BN0280                          SUPERSEDED SURVEY CONTROL
 BN0280
 BN0280  NGVD 29 (??/??/92)  553.199  (m)         1814.95   (f) ADJ UNCH    2 0
 BN0280
 BN0280.Superseded values are not recommended for survey control.
 BN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0280.See file dsdata.txt to determine how the superseded data were derived.
 BN0280
 BN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU711322(NAD 83)
 BN0280_MARKER: DB = BENCH MARK DISK
 BN0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0280_STAMPING: Y 449 1953
 BN0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0280+STABILITY: SURFACE MOTION
 BN0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0280+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0280
 BN0280  HISTORY     - Date     Condition        Report By
 BN0280  HISTORY     - 1953     MONUMENTED       CGS
 BN0280  HISTORY     - 1953     GOOD             NGS
 BN0280  HISTORY     - 20050718 GOOD             USPSQD
 BN0280
 BN0280                          STATION DESCRIPTION
 BN0280
 BN0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0280'5.0 MI NW FROM INGRAM.
 BN0280'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 BN0280'INGRAM, AT THE NORTHWEST END OF A CUT, 0.1 MILE SOUTHEAST OF THE
 BN0280'ENTRANCE TO A RANCH, 0.1 MILE NORTH OF A GROUP OF STONE RANCH
 BN0280'BUILDINGS, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 BN0280'NORTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS POST, 200 FEET
 BN0280'NORTHWEST OF THE TOP OF A HILL, SET IN THE TOP OF A CONCRETE POST
 BN0280'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 BN0280
 BN0280                          STATION RECOVERY (2005)
 BN0280
 BN0280'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1005 ***********************************************************************
 AY1005  DESIGNATION -  Y 450
 AY1005  PID         -  AY1005
 AY1005  STATE/COUNTY-  TX/BANDERA
 AY1005  USGS QUAD   -  PIPE CREEK (1982)
 AY1005
 AY1005                         *CURRENT SURVEY CONTROL
 AY1005  ___________________________________________________________________
 AY1005* NAD 83(1986)-  29 44 44.     (N)    098 59 43.     (W)     SCALED    
 AY1005* NAVD 88     -       369.101  (meters)    1210.96   (feet)  ADJUSTED  
 AY1005  ___________________________________________________________________
 AY1005  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AY1005  DYNAMIC HT  -         368.565 (meters)    1209.20  (feet)  COMP
 AY1005  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AY1005
 AY1005  VERT ORDER  -  SECOND    CLASS 0
 AY1005
 AY1005.The horizontal coordinates were scaled from a topographic map and have
 AY1005.an estimated accuracy of +/- 6 seconds.
 AY1005
 AY1005.The orthometric height was determined by differential leveling
 AY1005.and adjusted by the National Geodetic Survey in June 1991..
 AY1005
 AY1005.The geoid height was determined by GEOID03.
 AY1005
 AY1005.The dynamic height is computed by dividing the NAVD 88
 AY1005.geopotential number by the normal gravity value computed on the
 AY1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1005.degrees latitude (g = 980.6199 gals.).
 AY1005
 AY1005.The modeled gravity was interpolated from observed gravity values.
 AY1005
 AY1005;                    North         East    Units  Estimated Accuracy
 AY1005;SPC TXSC     - 4,211,930.      600,460.      MT  (+/- 180 meters Scaled)
 AY1005
 AY1005                          SUPERSEDED SURVEY CONTROL
 AY1005
 AY1005  NGVD 29 (??/??/92)  368.992  (m)         1210.60   (f) ADJ UNCH    2 0
 AY1005
 AY1005.Superseded values are not recommended for survey control.
 AY1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1005.See file dsdata.txt to determine how the superseded data were derived.
 AY1005
 AY1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT004905(NAD 83)
 AY1005_MARKER: DB = BENCH MARK DISK
 AY1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1005_SP_SET: BRIDGE
 AY1005_STAMPING: Y 450 1935
 AY1005_MARK LOGO: CGS   
 AY1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1005
 AY1005  HISTORY     - Date     Condition        Report By
 AY1005  HISTORY     - 1935     MONUMENTED       CGS
 AY1005  HISTORY     - 1953     GOOD             NGS
 AY1005  HISTORY     - 19770318 GOOD             NGS
 AY1005  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1005
 AY1005                          STATION DESCRIPTION
 AY1005
 AY1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1005'3.75 MI NW FROM PIPE CREEK.
 AY1005'3.75 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1005'PIPE CREEK, 110 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD
 AY1005'LEADING NORTH, 12.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.1
 AY1005'MILES SOUTHEAST OF BENCH MARK B 463, SET IN THE TOP OF THE SOUTH CURB
 AY1005'OF A CONCRETE BRIDGE, 5.2 FEET WEST OF THE EAST END OF THE CURB.
 AY1005
 AY1005                          STATION RECOVERY (1977)
 AY1005
 AY1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AY1005'RECOVERED IN GOOD CONDITION.
 AY1005
 AY1005                          STATION RECOVERY (1993)
 AY1005
 AY1005'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2132 ***********************************************************************
 AY2132  DESIGNATION -  Y 450 RESET
 AY2132  PID         -  AY2132
 AY2132  STATE/COUNTY-  TX/BANDERA
 AY2132  USGS QUAD   -  PIPE CREEK (1982)
 AY2132
 AY2132                         *CURRENT SURVEY CONTROL
 AY2132  ___________________________________________________________________
 AY2132* NAD 83(1986)-  29 44 44.     (N)    098 59 43.     (W)     SCALED    
 AY2132* NAVD 88     -       371.28   (meters)    1218.1    (feet)  RESET     
 AY2132  ___________________________________________________________________
 AY2132  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AY2132
 AY2132  VERT ORDER  -  THIRD
 AY2132
 AY2132.The horizontal coordinates were scaled from a topographic map and have
 AY2132.an estimated accuracy of +/- 6 seconds.
 AY2132
 AY2132.The orthometric height was computed from unverified reset data.
 AY2132.No vertical observational check was made to the station.
 AY2132
 AY2132.The geoid height was determined by GEOID03.
 AY2132
 AY2132;                    North         East    Units  Estimated Accuracy
 AY2132;SPC TXSC     - 4,211,930.      600,460.      MT  (+/- 180 meters Scaled)
 AY2132
 AY2132                          SUPERSEDED SURVEY CONTROL
 AY2132
 AY2132  NGVD 29 (01/29/03)  371.17   (m)         1217.7    (f) RESET       3  
 AY2132
 AY2132.Superseded values are not recommended for survey control.
 AY2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2132.See file dsdata.txt to determine how the superseded data were derived.
 AY2132
 AY2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT004905(NAD 83)
 AY2132_MARKER: DB = BENCH MARK DISK
 AY2132_SETTING: 66 = SET IN ROCK OUTCROP
 AY2132_SP_SET: ROCK OUTCROP
 AY2132_STAMPING: Y 450 RESET 1977
 AY2132_MARK LOGO: NGS   
 AY2132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2132+STABILITY: POSITION/ELEVATION WELL
 AY2132
 AY2132  HISTORY     - Date     Condition        Report By
 AY2132  HISTORY     - 1977     MONUMENTED       NGS
 AY2132  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY2132
 AY2132                          STATION DESCRIPTION
 AY2132
 AY2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AY2132'FROM THE COURTHOUSE IN BANDERA, GO EASTERLY ON STATE HIGHWAY 16 FOR
 AY2132'5.3 MI (8.5 KM) TO MARK ON THE LEFT, JUST BEFORE REACHING LARGE
 AY2132'BRIDGE. BEDROCK THAT IS FLUSH WITH THE GROUND, 82 PACES WEST OF THE
 AY2132'NORTHWEST END OF BRIDGE, A 3 CHANNEL TYPE CULVERT, ON THE EAST END OF
 AY2132'A ROCK LEDGE, AND 1.6 FT (0.5 M) SOUTH OF RIGHT-OF-WAY FENCE LINE AND
 AY2132'WITNESS SIGN.
 AY2132
 AY2132                          STATION RECOVERY (1993)
 AY2132
 AY2132'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY2132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0356 ***********************************************************************
 CD0356  DESIGNATION -  Y 451
 CD0356  PID         -  CD0356
 CD0356  STATE/COUNTY-  TX/CULBERSON
 CD0356  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0356
 CD0356                         *CURRENT SURVEY CONTROL
 CD0356  ___________________________________________________________________
 CD0356* NAD 83(1986)-  31 45 16.     (N)    104 51 37.     (W)     SCALED    
 CD0356* NAVD 88     -      1220.537  (meters)    4004.38   (feet)  ADJUSTED  
 CD0356  ___________________________________________________________________
 CD0356  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0356  DYNAMIC HT  -        1218.685 (meters)    3998.30  (feet)  COMP
 CD0356  MODELED GRAV-     979,080.0   (mgal)                       NAVD 88
 CD0356
 CD0356  VERT ORDER  -  SECOND    CLASS 0
 CD0356
 CD0356.The horizontal coordinates were scaled from a topographic map and have
 CD0356.an estimated accuracy of +/- 6 seconds.
 CD0356
 CD0356.The orthometric height was determined by differential leveling
 CD0356.and adjusted by the National Geodetic Survey in June 1991..
 CD0356
 CD0356.The geoid height was determined by GEOID03.
 CD0356
 CD0356.The dynamic height is computed by dividing the NAVD 88
 CD0356.geopotential number by the normal gravity value computed on the
 CD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0356.degrees latitude (g = 980.6199 gals.).
 CD0356
 CD0356.The modeled gravity was interpolated from observed gravity values.
 CD0356
 CD0356;                    North         East    Units  Estimated Accuracy
 CD0356;SPC TX C     - 3,240,170.      271,230.      MT  (+/- 180 meters Scaled)
 CD0356
 CD0356                          SUPERSEDED SURVEY CONTROL
 CD0356
 CD0356  NGVD 29 (??/??/92) 1219.991  (m)         4002.59   (f) ADJ UNCH    2 0
 CD0356
 CD0356.Superseded values are not recommended for survey control.
 CD0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0356.See file dsdata.txt to determine how the superseded data were derived.
 CD0356
 CD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER132132(NAD 83)
 CD0356_MARKER: DB = BENCH MARK DISK
 CD0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0356_STAMPING: Y 451 1934
 CD0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0356+STABILITY: SURFACE MOTION
 CD0356
 CD0356  HISTORY     - Date     Condition        Report By
 CD0356  HISTORY     - 1934     MONUMENTED       CGS
 CD0356  HISTORY     - 1958     GOOD             NGS
 CD0356
 CD0356                          STATION DESCRIPTION
 CD0356
 CD0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0356'52.6 MI N FROM VAN HORN.
 CD0356'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0356'STATION AT VAN HORN, THENCE ABOUT 52.25 MILE NORTH ALONG STATE HIGHWAY
 CD0356'54, THENCE ABOUT 0.2 MILE WEST ACROSS A BRUSHY PASTURE TO THE OLD
 CD0356'HIGHWAY, 37 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 3
 CD0356'MILES SOUTH OF THE JUNCTION OF U. S. HIGHWAYS 62 AND 180 AND STATE
 CD0356'HIGHWAY 54, ABOUT 100 FEET NORTH OF THE NORTH END OF A CURVE, 1 1/2
 CD0356'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE OLD
 CD0356'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0135 ***********************************************************************
 BQ0135  DESIGNATION -  Y 453
 BQ0135  PID         -  BQ0135
 BQ0135  STATE/COUNTY-  TX/PRESIDIO
 BQ0135  USGS QUAD   -  MARFA (1983)
 BQ0135
 BQ0135                         *CURRENT SURVEY CONTROL
 BQ0135  ___________________________________________________________________
 BQ0135* NAD 83(1986)-  30 15 35.     (N)    104 02 46.     (W)     SCALED    
 BQ0135* NAVD 88     -      1401.427  (meters)    4597.85   (feet)  ADJUSTED  
 BQ0135  ___________________________________________________________________
 BQ0135  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BQ0135  DYNAMIC HT  -        1399.093 (meters)    4590.19  (feet)  COMP
 BQ0135  MODELED GRAV-     978,927.9   (mgal)                       NAVD 88
 BQ0135
 BQ0135  VERT ORDER  -  FIRST     CLASS II
 BQ0135
 BQ0135.The horizontal coordinates were scaled from a topographic map and have
 BQ0135.an estimated accuracy of +/- 6 seconds.
 BQ0135
 BQ0135.The orthometric height was determined by differential leveling
 BQ0135.and adjusted by the National Geodetic Survey in June 1991..
 BQ0135
 BQ0135.The geoid height was determined by GEOID03.
 BQ0135
 BQ0135.The dynamic height is computed by dividing the NAVD 88
 BQ0135.geopotential number by the normal gravity value computed on the
 BQ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0135.degrees latitude (g = 980.6199 gals.).
 BQ0135
 BQ0135.The modeled gravity was interpolated from observed gravity values.
 BQ0135
 BQ0135;                    North         East    Units  Estimated Accuracy
 BQ0135;SPC TXSC     - 4,279,390.      114,550.      MT  (+/- 180 meters Scaled)
 BQ0135
 BQ0135                          SUPERSEDED SURVEY CONTROL
 BQ0135
 BQ0135  NGVD 29 (??/??/92) 1400.949  (m)         4596.28   (f) ADJ UNCH    1 2
 BQ0135
 BQ0135.Superseded values are not recommended for survey control.
 BQ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0135.See file dsdata.txt to determine how the superseded data were derived.
 BQ0135
 BQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP917479(NAD 83)
 BQ0135_MARKER: DB = BENCH MARK DISK
 BQ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0135_STAMPING: Y 453 1935
 BQ0135_MARK LOGO: CGS   
 BQ0135_PROJECTION: PROJECTING 30 CENTIMETERS
 BQ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0135+STABILITY: SURFACE MOTION
 BQ0135
 BQ0135  HISTORY     - Date     Condition        Report By
 BQ0135  HISTORY     - 1935     MONUMENTED       CGS
 BQ0135  HISTORY     - 1958     GOOD             NGS
 BQ0135  HISTORY     - 1981     GOOD             NGS
 BQ0135  HISTORY     - 1990     GOOD             USPSQD
 BQ0135  HISTORY     - 19961010 GOOD             USPSQD
 BQ0135
 BQ0135                          STATION DESCRIPTION
 BQ0135
 BQ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0135'4.0 MI SW FROM MARFA.
 BQ0135'ABOUT 4.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0135'NEW ORLEANS RAILROAD STATION AT MARFA, 250 FEET NORTHEAST OF A SMALL
 BQ0135'CONCRETE CULVERT, 49 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BQ0135'1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF
 BQ0135'A CONCRETE POST PROJECTING 1 FOOT.
 BQ0135
 BQ0135                          STATION RECOVERY (1981)
 BQ0135
 BQ0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0135'6.0 KM (3.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0135'WITH U.S. HIGHWAY 90 IN MARFA, 14.9 METERS (49.0 FT) EAST-SOUTHEAST
 BQ0135'OF THE CENTERLINE OF THE HIGHWAY, 11.7 METERS (38.5 FT) SOUTH OF
 BQ0135'BENCH MARK Y 453 RESET 1975, 0.8 METER (2.5 FT) NORTH-NORTHEAST OF
 BQ0135'A 4X4 INCH WOODEN WITNESS POST, AND 0.3 METER (1.0 FT) WEST-NORTHWEST
 BQ0135'OF A FENCE.
 BQ0135'THE MARK IS 12.0 METERS  S FROM A WITNESS POST.
 BQ0135'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0135
 BQ0135                          STATION RECOVERY (1990)
 BQ0135
 BQ0135'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0135'RECOVERED IN GOOD CONDITION.
 BQ0135
 BQ0135                          STATION RECOVERY (1996)
 BQ0135
 BQ0135'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0136 ***********************************************************************
 BQ0136  DESIGNATION -  Y 453 RESET 1975
 BQ0136  PID         -  BQ0136
 BQ0136  STATE/COUNTY-  TX/PRESIDIO
 BQ0136  USGS QUAD   -  MARFA (1983)
 BQ0136
 BQ0136                         *CURRENT SURVEY CONTROL
 BQ0136  ___________________________________________________________________
 BQ0136* NAD 83(1986)-  30 15 35.     (N)    104 02 46.     (W)     SCALED    
 BQ0136* NAVD 88     -      1401.348  (meters)    4597.59   (feet)  ADJUSTED  
 BQ0136  ___________________________________________________________________
 BQ0136  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BQ0136  DYNAMIC HT  -        1399.015 (meters)    4589.94  (feet)  COMP
 BQ0136  MODELED GRAV-     978,927.9   (mgal)                       NAVD 88
 BQ0136
 BQ0136  VERT ORDER  -  FIRST     CLASS II
 BQ0136
 BQ0136.The horizontal coordinates were scaled from a topographic map and have
 BQ0136.an estimated accuracy of +/- 6 seconds.
 BQ0136
 BQ0136.The orthometric height was determined by differential leveling
 BQ0136.and adjusted by the National Geodetic Survey in June 1991..
 BQ0136
 BQ0136.The geoid height was determined by GEOID03.
 BQ0136
 BQ0136.The dynamic height is computed by dividing the NAVD 88
 BQ0136.geopotential number by the normal gravity value computed on the
 BQ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0136.degrees latitude (g = 980.6199 gals.).
 BQ0136
 BQ0136.The modeled gravity was interpolated from observed gravity values.
 BQ0136
 BQ0136;                    North         East    Units  Estimated Accuracy
 BQ0136;SPC TXSC     - 4,279,390.      114,550.      MT  (+/- 180 meters Scaled)
 BQ0136
 BQ0136                          SUPERSEDED SURVEY CONTROL
 BQ0136
 BQ0136.No superseded survey control is available for this station.
 BQ0136
 BQ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP917479(NAD 83)
 BQ0136_MARKER: DB = BENCH MARK DISK
 BQ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0136_STAMPING: Y 453 RESET 1975
 BQ0136_MARK LOGO: NGS   
 BQ0136_PROJECTION: PROJECTING 5 CENTIMETERS
 BQ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0136+STABILITY: SURFACE MOTION
 BQ0136
 BQ0136  HISTORY     - Date     Condition        Report By
 BQ0136  HISTORY     - 1975     MONUMENTED       NGS
 BQ0136  HISTORY     - 1981     GOOD             NGS
 BQ0136  HISTORY     - 1989     GOOD             USPSQD
 BQ0136  HISTORY     - 19961010 GOOD             USPSQD
 BQ0136
 BQ0136                          STATION DESCRIPTION
 BQ0136
 BQ0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BQ0136'4.0 MI SSW FROM MARFA.
 BQ0136'FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND 90, IN MARFA, GO
 BQ0136'SOUTH-SOUTHWEST ON U.S. HWY. 67 FOR 4.0 MILES TO MARK ON THE LEFT. THE
 BQ0136'MARK IS A 2-INCH CAST ALUMINUM (BRENTSEN A-1) PIPE, WITH A 3-1/4 INCH
 BQ0136'CAST ALUMINUM DISK, THAT IS STAMPED Y 453 RESET 1935 AND PROJECTS
 BQ0136'4-INCHES.  IT IS 412 FEET NORTH-NORTHEAST OF A CULVERT, 51 FEET
 BQ0136'EAST-SOUTHEAST OF THE PRESENT CENTER-LINE OF HIGHWAY, 21 FEET
 BQ0136'NORTH-NORTHEAST OF A HIGHWAY RIGHT-OF-WAY CONCRETE POST, 1-FOOT SOUTH
 BQ0136'OF A METAL WITNESS POST AND IN THE FENCE-LINE.
 BQ0136
 BQ0136                          STATION RECOVERY (1981)
 BQ0136
 BQ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0136'6.0 KM (3.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0136'WITH U.S. HIGHWAY 90 IN MARFA, 14.9 METERS (49.0 FT) EAST-SOUTHEAST
 BQ0136'OF THE CENTERLINE OF THE HIGHWAY, 11.7 METERS (38.5 FT) NORTH OF
 BQ0136'BENCH MARK 7 453, AND 0.1 METER (0.2 FT) WEST-NORTHWEST OF A
 BQ0136'FENCE.
 BQ0136'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BQ0136'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0136
 BQ0136                          STATION RECOVERY (1989)
 BQ0136
 BQ0136'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0136'RECOVERED IN GOOD CONDITION.
 BQ0136
 BQ0136                          STATION RECOVERY (1996)
 BQ0136
 BQ0136'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0372 ***********************************************************************
 BQ0372  DESIGNATION -  Y 453 RESET 1979
 BQ0372  PID         -  BQ0372
 BQ0372  STATE/COUNTY-  TX/PRESIDIO
 BQ0372  USGS QUAD   -  MARFA (1983)
 BQ0372
 BQ0372                         *CURRENT SURVEY CONTROL
 BQ0372  ___________________________________________________________________
 BQ0372* NAD 83(1986)-  30 15 32.     (N)    104 02 48.     (W)     SCALED    
 BQ0372* NAVD 88     -      1401.372  (meters)    4597.67   (feet)  ADJUSTED  
 BQ0372  ___________________________________________________________________
 BQ0372  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BQ0372  DYNAMIC HT  -        1399.039 (meters)    4590.01  (feet)  COMP
 BQ0372  MODELED GRAV-     978,927.6   (mgal)                       NAVD 88
 BQ0372
 BQ0372  VERT ORDER  -  FIRST     CLASS II
 BQ0372
 BQ0372.The horizontal coordinates were scaled from a topographic map and have
 BQ0372.an estimated accuracy of +/- 6 seconds.
 BQ0372
 BQ0372.The orthometric height was determined by differential leveling
 BQ0372.and adjusted by the National Geodetic Survey in June 1991..
 BQ0372
 BQ0372.The geoid height was determined by GEOID03.
 BQ0372
 BQ0372.The dynamic height is computed by dividing the NAVD 88
 BQ0372.geopotential number by the normal gravity value computed on the
 BQ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0372.degrees latitude (g = 980.6199 gals.).
 BQ0372
 BQ0372.The modeled gravity was interpolated from observed gravity values.
 BQ0372
 BQ0372;                    North         East    Units  Estimated Accuracy
 BQ0372;SPC TXSC     - 4,279,300.      114,490.      MT  (+/- 180 meters Scaled)
 BQ0372
 BQ0372                          SUPERSEDED SURVEY CONTROL
 BQ0372
 BQ0372.No superseded survey control is available for this station.
 BQ0372
 BQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP917478(NAD 83)
 BQ0372_MARKER: DB = BENCH MARK DISK
 BQ0372_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BQ0372_SP_SET: HEADWALL
 BQ0372_STAMPING: Y 453 RESET 1979
 BQ0372_MARK LOGO: NGS   
 BQ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0372+STABILITY: SURFACE MOTION
 BQ0372
 BQ0372  HISTORY     - Date     Condition        Report By
 BQ0372  HISTORY     - 1979     MONUMENTED       NGS
 BQ0372  HISTORY     - 1981     GOOD             NGS
 BQ0372  HISTORY     - 1989     GOOD             USPSQD
 BQ0372  HISTORY     - 19961010 GOOD             USPSQD
 BQ0372
 BQ0372                          STATION DESCRIPTION
 BQ0372
 BQ0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0372'6.1 KM (3.8 MI) SOUTH FROM MARFA.
 BQ0372'6.1 KM (3.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0372'WITH U.S. HIGHWAY 90 IN MARFA, IN TOP OF AND 0.2 METER (0.8 FT)
 BQ0372'SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A 4X4 FOOT CONCRETE
 BQ0372'BOX CULVERT, THE SOUTH ONE OF TWO CULVERTS WHICH ARE ABOUT 50 FEET
 BQ0372'APART, AND 8.5 METERS (28.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 BQ0372'THE HIGHWAY.
 BQ0372'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0372
 BQ0372                          STATION RECOVERY (1989)
 BQ0372
 BQ0372'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0372'RECOVERED IN GOOD CONDITION.
 BQ0372
 BQ0372                          STATION RECOVERY (1996)
 BQ0372
 BQ0372'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0022 ***********************************************************************
 BB0022  DESIGNATION -  Y 454
 BB0022  PID         -  BB0022
 BB0022  STATE/COUNTY-  TX/PRESIDIO
 BB0022  USGS QUAD   -  LA BOQUILLA (1978)
 BB0022
 BB0022                         *CURRENT SURVEY CONTROL
 BB0022  ___________________________________________________________________
 BB0022* NAD 83(1986)-  29 38 15.     (N)    104 21 30.     (W)     SCALED    
 BB0022* NAVD 88     -       894.266  (meters)    2933.94   (feet)  ADJUSTED  
 BB0022  ___________________________________________________________________
 BB0022  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BB0022  DYNAMIC HT  -         892.810 (meters)    2929.16  (feet)  COMP
 BB0022  MODELED GRAV-     978,985.4   (mgal)                       NAVD 88
 BB0022
 BB0022  VERT ORDER  -  FIRST     CLASS II
 BB0022
 BB0022.The horizontal coordinates were scaled from a topographic map and have
 BB0022.an estimated accuracy of +/- 6 seconds.
 BB0022
 BB0022.The orthometric height was determined by differential leveling
 BB0022.and adjusted by the National Geodetic Survey in June 1991..
 BB0022
 BB0022.The geoid height was determined by GEOID03.
 BB0022
 BB0022.The dynamic height is computed by dividing the NAVD 88
 BB0022.geopotential number by the normal gravity value computed on the
 BB0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0022.degrees latitude (g = 980.6199 gals.).
 BB0022
 BB0022.The modeled gravity was interpolated from observed gravity values.
 BB0022
 BB0022;                    North         East    Units  Estimated Accuracy
 BB0022;SPC TXSC     - 4,211,830.       81,370.      MT  (+/- 180 meters Scaled)
 BB0022
 BB0022                          SUPERSEDED SURVEY CONTROL
 BB0022
 BB0022  NGVD 29 (??/??/92)  893.833  (m)         2932.52   (f) ADJ UNCH    1 2
 BB0022
 BB0022.Superseded values are not recommended for survey control.
 BB0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0022.See file dsdata.txt to determine how the superseded data were derived.
 BB0022
 BB0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN621787(NAD 83)
 BB0022_MARKER: DB = BENCH MARK DISK
 BB0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0022_STAMPING: Y 454 1935
 BB0022_MARK LOGO: CGS   
 BB0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0022+STABILITY: SURFACE MOTION
 BB0022
 BB0022  HISTORY     - Date     Condition        Report By
 BB0022  HISTORY     - 1935     MONUMENTED       CGS
 BB0022  HISTORY     - 1958     GOOD             NGS
 BB0022  HISTORY     - 1981     GOOD             NGS
 BB0022  HISTORY     - 19961010 GOOD             USPSQD
 BB0022
 BB0022                          STATION DESCRIPTION
 BB0022
 BB0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0022'5.65 MI N FROM PRESIDIO.
 BB0022'ABOUT 5.65 MILES NORTH ALONG U. S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0022'WITH FARM ROAD 170 AT PRESIDIO, 50 FEET WEST OF THE CENTER LINE OF THE
 BB0022'HIGHWAY, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 BB0022'BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BB0022'PROJECTING 8 INCHES.
 BB0022
 BB0022                          STATION RECOVERY (1981)
 BB0022
 BB0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0022'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165) IS
 BB0022'ADEQUATE EXCEPT ADD 0.5 KM (0.3 MI) NORTH OF A PAVED ROAD LEADING
 BB0022'WEST TO THE PRESIDIO-LELY INTERNATIONAL AIRPORT, AND 0.2 KM (0.15 MI)
 BB0022'SOUTH OF A GRAVELED ROAD LEADING NORTHWEST.
 BB0022
 BB0022                          STATION RECOVERY (1996)
 BB0022
 BB0022'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0195 ***********************************************************************
 AM0195  DESIGNATION -  Y 455
 AM0195  PID         -  AM0195
 AM0195  STATE/COUNTY-  TX/MATAGORDA
 AM0195  USGS QUAD   -  BAY CITY (1972)
 AM0195
 AM0195                         *CURRENT SURVEY CONTROL
 AM0195  ___________________________________________________________________
 AM0195* NAD 83(1986)-  28 58 41.     (N)    095 54 48.     (W)     SCALED    
 AM0195* NAVD 88     -        11.46   (+/-2cm)      37.6    (feet)  VERTCON   
 AM0195  ___________________________________________________________________
 AM0195  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AM0195
 AM0195  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0195
 AM0195.The horizontal coordinates were scaled from a topographic map and have
 AM0195.an estimated accuracy of +/- 6 seconds.
 AM0195
 AM0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0195.The vertical order pertains to the NGVD 29 superseded value.
 AM0195
 AM0195.The geoid height was determined by GEOID03.
 AM0195
 AM0195;                    North         East    Units  Estimated Accuracy
 AM0195;SPC TXSC     - 4,130,840.      900,760.      MT  (+/- 180 meters Scaled)
 AM0195
 AM0195                          SUPERSEDED SURVEY CONTROL
 AM0195
 AM0195  NGVD 29 (??/??/92)   11.493  (m)           37.71   (f) ADJ UNCH    1 2
 AM0195
 AM0195.Superseded values are not recommended for survey control.
 AM0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0195.See file dsdata.txt to determine how the superseded data were derived.
 AM0195
 AM0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN161090(NAD 83)
 AM0195_MARKER: DB = BENCH MARK DISK
 AM0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0195_STAMPING: Y 455 1951
 AM0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0195+STABILITY: SURFACE MOTION
 AM0195
 AM0195  HISTORY     - Date     Condition        Report By
 AM0195  HISTORY     - 1951     MONUMENTED       CGS
 AM0195  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0195  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0195
 AM0195                          STATION DESCRIPTION
 AM0195
 AM0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AM0195'3.7 MI E FROM BAY CITY.
 AM0195'1.6 MILES EAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT BAY
 AM0195'CITY, THENCE 1.9 MILES EAST ALONG FARM ROAD 457, THENCE 0.2 MILE SOUTH
 AM0195'ALONG A SHELL ROAD, AT THE MAGNUM AIRPORT, AT THE NORTHWEST CORNER OF
 AM0195'THE MOST SOUTHERLY HANGAR, 59.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AM0195'OF A HOUSE, 79 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 3
 AM0195'FEET NORTHEAST OF THE NORTHWEST CORNER OF A HANGAR, 1.3 FEET NORTH OF
 AM0195'THE NORTH SIDE OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH
 AM0195'IS FLUSH WITH THE GROUND.
 AM0195
 AM0195                          STATION RECOVERY (1978)
 AM0195
 AM0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0195'NOT RECOVERED THIS DATE.
 AM0195
 AM0195                          STATION RECOVERY (1998)
 AM0195
 AM0195'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1628 ***********************************************************************
 AW1628  DESIGNATION -  Y 458
 AW1628  PID         -  AW1628
 AW1628  STATE/COUNTY-  TX/GALVESTON
 AW1628  USGS QUAD   -  TEXAS CITY (1994)
 AW1628
 AW1628                         *CURRENT SURVEY CONTROL
 AW1628  ___________________________________________________________________
 AW1628* NAD 83(1986)-  29 24 28.     (N)    094 57 01.     (W)     SCALED    
 AW1628* NAVD 88     -         1.35   (+/-2cm)       4.4    (feet)  VERTCON   
 AW1628  ___________________________________________________________________
 AW1628  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1628  OBS GRAVITY -     979,268.5   (mgal)                       GRAV_OBS
 AW1628
 AW1628  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1628
 AW1628.The horizontal coordinates were scaled from a topographic map and have
 AW1628.an estimated accuracy of +/- 6 seconds.
 AW1628
 AW1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1628.The vertical order pertains to the NGVD 29 superseded value.
 AW1628
 AW1628.The geoid height was determined by GEOID03.
 AW1628.The observed gravity was obtained from relative gravimeter ties
 AW1628.to the IGSN71 gravity network.
 AW1628
 AW1628;                    North         East    Units  Estimated Accuracy
 AW1628;SPC TXSC     - 4,181,290.      992,910.      MT  (+/- 180 meters Scaled)
 AW1628
 AW1628                          SUPERSEDED SURVEY CONTROL
 AW1628
 AW1628  NGVD 29 (??/??/92)    1.352  (m)            4.44   (f) ADJ UNCH    1 2
 AW1628
 AW1628.Superseded values are not recommended for survey control.
 AW1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1628.See file dsdata.txt to determine how the superseded data were derived.
 AW1628
 AW1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN107547(NAD 83)
 AW1628_MARKER: DB = BENCH MARK DISK
 AW1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1628_STAMPING: Y 458 1951
 AW1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1628+STABILITY: SURFACE MOTION
 AW1628
 AW1628  HISTORY     - Date     Condition        Report By
 AW1628  HISTORY     - 1951     MONUMENTED       CGS
 AW1628  HISTORY     - 1973     GOOD             NGS
 AW1628  HISTORY     - 1978     GOOD             NGS
 AW1628  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW1628  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW1628  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW1628
 AW1628                          STATION DESCRIPTION
 AW1628
 AW1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1628'4.05 MI NW FROM TEXAS CITY.
 AW1628'ABOUT 4.05 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT
 AW1628'TEXAS CITY, ABOUT 234 FEET EAST OF THE NORTHEAST CORNER OF THE LARGEST
 AW1628'HANGAR AT GULF COAST AIRPORT, ABOUT 144 FEET WEST OF THE CENTER LINE
 AW1628'OF A DRIVE LEADING TO A 2-STORY FRAME HOUSE, 46 FEET SOUTH OF THE
 AW1628'CENTER LINE OF LOOP 197, 6 FEET WEST OF A POWER POLE, 1.3 FEET EAST OF
 AW1628'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK SET IN
 AW1628'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1628
 AW1628                          STATION RECOVERY (1978)
 AW1628
 AW1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1628'DELETE=SMITH STREET, IT IS NOW 39TH STREET.
 AW1628
 AW1628                          STATION RECOVERY (1983)
 AW1628
 AW1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1628'NOT RECOVERED, APARTMENTS HAVE BEEN BUILT IN AREA, BENCH MARK POSSIBLY
 AW1628'TAKEN OUT.
 AW1628
 AW1628                          STATION RECOVERY (1999)
 AW1628
 AW1628'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1628'MARK NOT FOUND.
 AW1628
 AW1628                          STATION RECOVERY (2004)
 AW1628
 AW1628'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1137 ***********************************************************************
 AY1137  DESIGNATION -  Y 460
 AY1137  PID         -  AY1137
 AY1137  STATE/COUNTY-  TX/BANDERA
 AY1137  USGS QUAD   -  BANDERA (1982)
 AY1137
 AY1137                         *CURRENT SURVEY CONTROL
 AY1137  ___________________________________________________________________
 AY1137* NAD 83(1986)-  29 43 54.     (N)    099 05 16.     (W)     SCALED    
 AY1137* NAVD 88     -       381.477  (meters)    1251.56   (feet)  ADJUSTED  
 AY1137  ___________________________________________________________________
 AY1137  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AY1137  DYNAMIC HT  -         380.927 (meters)    1249.76  (feet)  COMP
 AY1137  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 AY1137
 AY1137  VERT ORDER  -  SECOND    CLASS 0
 AY1137
 AY1137.The horizontal coordinates were scaled from a topographic map and have
 AY1137.an estimated accuracy of +/- 6 seconds.
 AY1137
 AY1137.The orthometric height was determined by differential leveling
 AY1137.and adjusted by the National Geodetic Survey in June 1991..
 AY1137
 AY1137.The geoid height was determined by GEOID03.
 AY1137
 AY1137.The dynamic height is computed by dividing the NAVD 88
 AY1137.geopotential number by the normal gravity value computed on the
 AY1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1137.degrees latitude (g = 980.6199 gals.).
 AY1137
 AY1137.The modeled gravity was interpolated from observed gravity values.
 AY1137
 AY1137;                    North         East    Units  Estimated Accuracy
 AY1137;SPC TXSC     - 4,210,390.      591,510.      MT  (+/- 180 meters Scaled)
 AY1137
 AY1137                          SUPERSEDED SURVEY CONTROL
 AY1137
 AY1137  NGVD 29 (??/??/92)  381.366  (m)         1251.20   (f) ADJ UNCH    2 0
 AY1137
 AY1137.Superseded values are not recommended for survey control.
 AY1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1137.See file dsdata.txt to determine how the superseded data were derived.
 AY1137
 AY1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT915890(NAD 83)
 AY1137_MARKER: DB = BENCH MARK DISK
 AY1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1137_SP_SET: CULVERT
 AY1137_STAMPING: Y 460 1953
 AY1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1137
 AY1137  HISTORY     - Date     Condition        Report By
 AY1137  HISTORY     - 1953     MONUMENTED       CGS
 AY1137  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY1137  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1137
 AY1137                          STATION DESCRIPTION
 AY1137
 AY1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1137'1.15 MI W FROM BANDERA.
 AY1137'1.15 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT BANDERA,
 AY1137'0.25 MILE EAST OF THE BANDERA DRIVE INN THEATRE, 18 FEET SOUTH OF THE
 AY1137'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 AY1137'SOUTH HEADWALL OF A CONCRETE CULVERT.
 AY1137
 AY1137                          STATION RECOVERY (1964)
 AY1137
 AY1137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1137'MARK NOT FOUND.
 AY1137
 AY1137                          STATION RECOVERY (1993)
 AY1137
 AY1137'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1412 ***********************************************************************
 AY1412  DESIGNATION -  Y 461
 AY1412  PID         -  AY1412
 AY1412  STATE/COUNTY-  TX/REAL
 AY1412  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1412
 AY1412                         *CURRENT SURVEY CONTROL
 AY1412  ___________________________________________________________________
 AY1412* NAD 83(1986)-  29 43 55.     (N)    099 55 27.     (W)     SCALED    
 AY1412* NAVD 88     -       550.682  (meters)    1806.70   (feet)  ADJUSTED  
 AY1412  ___________________________________________________________________
 AY1412  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AY1412  DYNAMIC HT  -         549.862 (meters)    1804.01  (feet)  COMP
 AY1412  MODELED GRAV-     979,136.4   (mgal)                       NAVD 88
 AY1412
 AY1412  VERT ORDER  -  SECOND    CLASS 0
 AY1412
 AY1412.The horizontal coordinates were scaled from a topographic map and have
 AY1412.an estimated accuracy of +/- 6 seconds.
 AY1412
 AY1412.The orthometric height was determined by differential leveling
 AY1412.and adjusted by the National Geodetic Survey in June 1991..
 AY1412
 AY1412.The geoid height was determined by GEOID03.
 AY1412
 AY1412.The dynamic height is computed by dividing the NAVD 88
 AY1412.geopotential number by the normal gravity value computed on the
 AY1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1412.degrees latitude (g = 980.6199 gals.).
 AY1412
 AY1412.The modeled gravity was interpolated from observed gravity values.
 AY1412
 AY1412;                    North         East    Units  Estimated Accuracy
 AY1412;SPC TXSC     - 4,210,770.      510,600.      MT  (+/- 180 meters Scaled)
 AY1412
 AY1412                          SUPERSEDED SURVEY CONTROL
 AY1412
 AY1412  NGVD 29 (??/??/92)  550.579  (m)         1806.36   (f) ADJ UNCH    2 0
 AY1412
 AY1412.Superseded values are not recommended for survey control.
 AY1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1412.See file dsdata.txt to determine how the superseded data were derived.
 AY1412
 AY1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT106894(NAD 83)
 AY1412_MARKER: DB = BENCH MARK DISK
 AY1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1412_STAMPING: Y 461 1953
 AY1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1412+STABILITY: SURFACE MOTION
 AY1412
 AY1412  HISTORY     - Date     Condition        Report By
 AY1412  HISTORY     - 1953     MONUMENTED       CGS
 AY1412  HISTORY     - 20010331 GOOD             NGS
 AY1412  HISTORY     - 20010331 GOOD             NGS
 AY1412  HISTORY     - 20010801 GOOD             NGS
 AY1412
 AY1412                          STATION DESCRIPTION
 AY1412
 AY1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1412'7.25 MI NE FROM CAMP WOOD.
 AY1412'0.1 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP WOOD,
 AY1412'THENCE 7.15 MILES NORTHEAST ALONG RANCH ROAD 337, 47.8 FEET SOUTHEAST
 AY1412'OF THE CENTER LINE OF THE RANCH ROAD, ON THE SOUTHWEST BANK OF A
 AY1412'WOODED RAVINE, 2.2 FEET NORTHWEST OF A FENCE, 2.2 FEET NORTHEAST OF A
 AY1412'WITNESS POST, 8 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 AY1412'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1412
 AY1412                          STATION RECOVERY (2001)
 AY1412
 AY1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1412'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1412
 AY1412                          STATION RECOVERY (2001)
 AY1412
 AY1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1412'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1412
 AY1412                          STATION RECOVERY (2001)
 AY1412
 AY1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1412'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1133 ***********************************************************************
 AY1133  DESIGNATION -  Y 462
 AY1133  PID         -  AY1133
 AY1133  STATE/COUNTY-  TX/BANDERA
 AY1133  USGS QUAD   -  TARPLEY PASS (1964)
 AY1133
 AY1133                         *CURRENT SURVEY CONTROL
 AY1133  ___________________________________________________________________
 AY1133* NAD 83(1986)-  29 44 30.     (N)    099 09 09.     (W)     SCALED    
 AY1133* NAVD 88     -       407.644  (meters)    1337.41   (feet)  ADJUSTED  
 AY1133  ___________________________________________________________________
 AY1133  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AY1133  DYNAMIC HT  -         407.054 (meters)    1335.48  (feet)  COMP
 AY1133  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 AY1133
 AY1133  VERT ORDER  -  SECOND    CLASS 0
 AY1133
 AY1133.The horizontal coordinates were scaled from a topographic map and have
 AY1133.an estimated accuracy of +/- 6 seconds.
 AY1133
 AY1133.The orthometric height was determined by differential leveling
 AY1133.and adjusted by the National Geodetic Survey in June 1991..
 AY1133
 AY1133.The geoid height was determined by GEOID03.
 AY1133
 AY1133.The dynamic height is computed by dividing the NAVD 88
 AY1133.geopotential number by the normal gravity value computed on the
 AY1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1133.degrees latitude (g = 980.6199 gals.).
 AY1133
 AY1133.The modeled gravity was interpolated from observed gravity values.
 AY1133
 AY1133;                    North         East    Units  Estimated Accuracy
 AY1133;SPC TXSC     - 4,211,510.      585,250.      MT  (+/- 180 meters Scaled)
 AY1133
 AY1133                          SUPERSEDED SURVEY CONTROL
 AY1133
 AY1133  NGVD 29 (??/??/92)  407.532  (m)         1337.04   (f) ADJ UNCH    2 0
 AY1133
 AY1133.Superseded values are not recommended for survey control.
 AY1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1133.See file dsdata.txt to determine how the superseded data were derived.
 AY1133
 AY1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT852901(NAD 83)
 AY1133_MARKER: DB = BENCH MARK DISK
 AY1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1133_STAMPING: Y 462 1953
 AY1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1133+STABILITY: SURFACE MOTION
 AY1133
 AY1133  HISTORY     - Date     Condition        Report By
 AY1133  HISTORY     - 1953     MONUMENTED       CGS
 AY1133  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1133  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1133
 AY1133                          STATION DESCRIPTION
 AY1133
 AY1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1133'5.15 MI NW FROM BANDERA.
 AY1133'5.15 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1133'BANDERA, 213 FEET WEST OF A POWER POLE, 127 FEET WEST OF THE EXTENDED
 AY1133'CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 48 FEET NORTHWEST OF
 AY1133'A 24 INCH OAK TREE, 63 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 AY1133'2.5 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, 1.1 MILES
 AY1133'SOUTHEAST OF BENCH MARK S 450, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1133'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1133
 AY1133                          STATION RECOVERY (1990)
 AY1133
 AY1133'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1133'MARK NOT FOUND.
 AY1133
 AY1133                          STATION RECOVERY (1993)
 AY1133
 AY1133'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2155 ***********************************************************************
 AY2155  DESIGNATION -  Y 463 RESET
 AY2155  PID         -  AY2155
 AY2155  STATE/COUNTY-  TX/MEDINA
 AY2155  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY2155
 AY2155                         *CURRENT SURVEY CONTROL
 AY2155  ___________________________________________________________________
 AY2155* NAD 83(1986)-  29 39 30.     (N)    098 49 13.     (W)     SCALED    
 AY2155* NAVD 88     -       415.46   (meters)    1363.1    (feet)  RESET     
 AY2155  ___________________________________________________________________
 AY2155  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AY2155
 AY2155  VERT ORDER  -  THIRD
 AY2155
 AY2155.The horizontal coordinates were scaled from a topographic map and have
 AY2155.an estimated accuracy of +/- 6 seconds.
 AY2155
 AY2155.The orthometric height was computed from unverified reset data.
 AY2155
 AY2155.The geoid height was determined by GEOID03.
 AY2155
 AY2155;                    North         East    Units  Estimated Accuracy
 AY2155;SPC TXSC     - 4,202,270.      617,400.      MT  (+/- 180 meters Scaled)
 AY2155
 AY2155                          SUPERSEDED SURVEY CONTROL
 AY2155
 AY2155  NGVD 29 (01/29/03)  415.35   (m)         1362.7    (f) RESET       3  
 AY2155
 AY2155.Superseded values are not recommended for survey control.
 AY2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2155.See file dsdata.txt to determine how the superseded data were derived.
 AY2155
 AY2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT173809(NAD 83)
 AY2155_MARKER: DV = VERTICAL CONTROL DISK
 AY2155_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AY2155_SP_SET: CURB
 AY2155_STAMPING: Y 463 RESET 1985
 AY2155_MARK LOGO: NGS   
 AY2155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY2155
 AY2155  HISTORY     - Date     Condition        Report By
 AY2155  HISTORY     - 1985     MONUMENTED       TXHD
 AY2155  HISTORY     - 19950522 MARK NOT FOUND   USPSQD
 AY2155  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY2155
 AY2155                          STATION DESCRIPTION
 AY2155
 AY2155'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1985
 AY2155'ON STATE HIGHWAY 16 IN THE NORTHEAST END OF CURB OF A 2 - 6X6 FOOT
 AY2155'CULVERT, 2.95 MILES (4.75 KM) NORTH OF SAN GERONIMO CREEK AND 8.95
 AY2155'MILES (14.40 KM) SOUTHWEST OF PIPE CREEK, 6.0 FEET (1.8 M) LEFT OF
 AY2155'BASELINE STATION 104.39.
 AY2155
 AY2155                          STATION RECOVERY (1995)
 AY2155
 AY2155'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2155'MARK NOT FOUND.
 AY2155
 AY2155                          STATION RECOVERY (2005)
 AY2155
 AY2155'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY2155'EPOXY IMPRESSION REMAINS BUT DISC IS MISSING.  THERE WAS NO DRILL HOLE
 AY2155'ON THIS MOUNT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0172 ***********************************************************************
 BN0172  SACS        -  This is a Secondary Airport Control Station.
 BN0172  DESIGNATION -  Y 464
 BN0172  PID         -  BN0172
 BN0172  STATE/COUNTY-  TX/GILLESPIE
 BN0172  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0172
 BN0172                         *CURRENT SURVEY CONTROL
 BN0172  ___________________________________________________________________
 BN0172* NAD 83(1993)-  30 15 05.96680(N)    098 54 34.16639(W)     ADJUSTED  
 BN0172* NAVD 88     -       517.562  (meters)    1698.03   (feet)  POSTED    
 BN0172  ___________________________________________________________________
 BN0172  X           -    -854,081.158 (meters)                     COMP
 BN0172  Y           -  -5,448,143.826 (meters)                     COMP
 BN0172  Z           -   3,194,752.368 (meters)                     COMP
 BN0172  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 BN0172  ELLIP HEIGHT-         495.25  (meters)          (05/01/01) GPS OBS
 BN0172  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BN0172  DYNAMIC HT  -         516.840 (meters)    1695.67  (feet)  COMP
 BN0172  MODELED GRAV-     979,222.6   (mgal)                       NAVD 88
 BN0172
 BN0172  HORZ ORDER  -  FIRST
 BN0172  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BN0172  ELLP ORDER  -  FOURTH    CLASS II
 BN0172
 BN0172.This mark is at Gillespie Co (T82) Airport (T82)
 BN0172
 BN0172.The horizontal coordinates were established by GPS observations
 BN0172.and adjusted by the National Geodetic Survey in June 1996..
 BN0172
 BN0172.The orthometric height was determined by differential leveling
 BN0172.and adjusted by the National Geodetic Survey in 1992..
 BN0172.No vertical observational check was made to the station.
 BN0172.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BN0172.was located on a no-check spur therefore a value was not computed.
 BN0172
 BN0172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0172
 BN0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0172
 BN0172.The ellipsoidal height was determined by GPS observations
 BN0172.and is referenced to NAD 83.
 BN0172
 BN0172.The geoid height was determined by GEOID03.
 BN0172
 BN0172.The dynamic height is computed by dividing the NAVD 88
 BN0172.geopotential number by the normal gravity value computed on the
 BN0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0172.degrees latitude (g = 980.6199 gals.).
 BN0172
 BN0172.The modeled gravity was interpolated from observed gravity values.
 BN0172
 BN0172;                    North         East     Units Scale Factor Converg.
 BN0172;SPC TX C     - 3,065,727.447   837,025.026   MT  0.99996670   +0 44 00.1
 BN0172;SPC TX C     -10,058,140.80  2,746,139.61   sFT  0.99996670   +0 44 00.1
 BN0172;UTM  14      - 3,346,675.035   508,707.308   MT  0.99960094   +0 02 44.2
 BN0172
 BN0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0172!SPC TX C     -   0.99992223  x   0.99996670  =   0.99988893
 BN0172!UTM  14      -   0.99992223  x   0.99960094  =   0.99952320
 BN0172
 BN0172:                Primary Azimuth Mark                     Grid Az
 BN0172:SPC TX C     -  FREDPORT                                 228 31 15.1
 BN0172:UTM  14      -  FREDPORT                                 229 12 31.0
 BN0172
 BN0172|---------------------------------------------------------------------|
 BN0172| PID    Reference Object                     Distance      Geod. Az  |
 BN0172|                                                           dddmmss.s |
 BN0172| BN0809 FREDPORT                            463.938 METERS 2291515.2 |
 BN0172|---------------------------------------------------------------------|
 BN0172
 BN0172                          SUPERSEDED SURVEY CONTROL
 BN0172
 BN0172  ELLIP H (06/28/96)  495.41   (m)                       GP(       ) 4 2
 BN0172  NAD 83(1993)-  30 15 05.96653(N)    098 54 34.16641(W) AD(       ) 3
 BN0172  ELLIP H (02/16/96)  495.42   (m)                       GP(       ) 5 1
 BN0172  NAD 83(1986)-  30 15 05.97602(N)    098 54 34.15901(W) AD(       ) 3
 BN0172  NGVD 29 (??/??/92)  517.497  (m)         1697.82   (f) ADJ UNCH    2 0
 BN0172
 BN0172.Superseded values are not recommended for survey control.
 BN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0172.See file dsdata.txt to determine how the superseded data were derived.
 BN0172
 BN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0870746675(NAD 83)
 BN0172_MARKER: DB = BENCH MARK DISK
 BN0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0172_SP_SET: CULVERT HEADWALL
 BN0172_STAMPING: Y 464 1953
 BN0172_MARK LOGO: CGS   
 BN0172_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0172+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1995
 BN0172
 BN0172  HISTORY     - Date     Condition        Report By
 BN0172  HISTORY     - 1953     MONUMENTED       CGS
 BN0172  HISTORY     - 19881206 GOOD             NGS
 BN0172  HISTORY     - 19890118 GOOD
 BN0172  HISTORY     - 19930721 GOOD             USPSQD
 BN0172  HISTORY     - 19950421 GOOD             NGS
 BN0172  HISTORY     - 19960309 GOOD             USPSQD
 BN0172
 BN0172                          STATION DESCRIPTION
 BN0172
 BN0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0172'3.0 MI SW FROM FREDERICKSBURG.
 BN0172'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 BN0172'FREDERICKSBURG, THENCE 0.9 MILE WEST ALONG TIVYDALE ROAD, AT THE NORTH
 BN0172'ENTRANCE TO THE GILLESPIE COUNTY AIRPORT, 35 FEET SOUTH OF THE CENTER
 BN0172'LINE OF TIVYDALE ROAD, 13 FEET WEST OF THE CENTER LINE OF AN OILED
 BN0172'ROAD LEADING SOUTH TO THE HANGAR AND BEACON TOWER, 8 FEET NORTH OF THE
 BN0172'NORTHWEST CORNER OF A CATTLE GUARD, SET IN THE TOP OF THE SOUTH END OF
 BN0172'THE WEST HEADWALL OF A CONCRETE CULVERT.
 BN0172
 BN0172                          STATION RECOVERY (1988)
 BN0172
 BN0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BN0172'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHWEST OF
 BN0172'FREDERICKSBURG, 1.3 KM (0.80 MI) NORTHWEST OF STATE HIGHWAY 16, AT THE
 BN0172'GILLESPIE COUNTY AIRPORT.  OWNERSHIP--GILLESPIE COUNTY, P.O. BOX 551,
 BN0172'FREDERICKSBURG, TEXAS 78624.  THE AIRPORT MANAGER IS W.G. PODOLL,
 BN0172'TELEPHONE 512-997-4812.
 BN0172'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87, U.S.
 BN0172'HIGHWAY 290, STATE HIGHWAY 16, AND THE COURTHOUSE IN FREDERICKSBURG,
 BN0172'GO SOUTHWEST ON STATE HIGHWAY 16 FOR 4.19 KM (2.60 MI) TO FARM ROAD
 BN0172'2093 ON THE RIGHT.  TURN RIGHT AND GO WEST ON FARM ROAD 2093 FOR 1.54
 BN0172'KM (0.95 MI) TO A PAVED ROAD LEFT AND THE MARK ON THE LEFT.
 BN0172'THE MARK IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL.  IT
 BN0172'IS 9.5 M (31.2 FT) SOUTH OF THE CENTER OF FARM ROAD 2093, AND 4.0 M
 BN0172'(13.1 FT) WEST OF THE CENTER OF THE PAVED ROAD (THE AIRPORT ENTRANCE
 BN0172'ROAD).
 BN0172'DESCRIBED BY V.L. FERNANDES.
 BN0172
 BN0172                          STATION RECOVERY (1989)
 BN0172
 BN0172'RECOVERED 1989
 BN0172'RECOVERED IN GOOD CONDITION.
 BN0172
 BN0172                          STATION RECOVERY (1993)
 BN0172
 BN0172'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0172'RECOVERED IN GOOD CONDITION.
 BN0172
 BN0172                          STATION RECOVERY (1995)
 BN0172
 BN0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0172'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF
 BN0172'FREDRICKSBURG, AT THE GILLESPIE COUNTY AIRPORT.  IN TOP OF A CULVERT
 BN0172'HEADWALL, AT THE NORTHEAST END OF THE ENTRANCE ROAD TO THE AIRPORT.
 BN0172'OWNERSHIP--GILLESPIE COUNTY, P.O.  BOX 551, FREDRICKSBURG, TX. 78624.
 BN0172'PHONE 512-997-4812.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 BN0172'HIGHWAYS 87, 290, AND STATE HIGHWAY 16 IN FREDRICKSBURG, GO SOUTH, 3.5
 BN0172'KM (2.15 MI) ON HIGHWAY 16 TO FARM ROAD 2093, TURN RIGHT, WEST, 1.44
 BN0172'KM (0.90 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, AND THE STATION
 BN0172'ON THE LEFT.  STATION IS IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE
 BN0172'SOUTH END OF THE WEST HEADWALL OF A CULVERT UNDER THE ENTRANCE ROAD,
 BN0172'9.8 M (32.2 FT) SOUTH OF THE FARM ROAD CENTERLINE, 3.7 M (12.1 FT)
 BN0172'WEST OF AND LEVEL WITH THE ENTRANCE ROAD CENTER, AND 0.3 M (1.0 FT)
 BN0172'NORTH OF A WITNESS POST.  BY R.G.  HAYES
 BN0172
 BN0172                          STATION RECOVERY (1996)
 BN0172
 BN0172'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0793 ***********************************************************************
 AY0793  DESIGNATION -  Y 465
 AY0793  PID         -  AY0793
 AY0793  STATE/COUNTY-  TX/BEXAR
 AY0793  USGS QUAD   -  TERRELL WELLS (1992)
 AY0793
 AY0793                         *CURRENT SURVEY CONTROL
 AY0793  ___________________________________________________________________
 AY0793* NAD 83(1986)-  29 19 23.     (N)    098 34 13.     (W)     SCALED    
 AY0793* NAVD 88     -       178.947  (meters)     587.10   (feet)  ADJUSTED  
 AY0793  ___________________________________________________________________
 AY0793  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AY0793  DYNAMIC HT  -         178.688 (meters)     586.25  (feet)  COMP
 AY0793  MODELED GRAV-     979,193.4   (mgal)                       NAVD 88
 AY0793
 AY0793  VERT ORDER  -  FIRST     CLASS II
 AY0793
 AY0793.The horizontal coordinates were scaled from a topographic map and have
 AY0793.an estimated accuracy of +/- 6 seconds.
 AY0793
 AY0793.The orthometric height was determined by differential leveling
 AY0793.and adjusted by the National Geodetic Survey in June 1991..
 AY0793
 AY0793.The geoid height was determined by GEOID03.
 AY0793
 AY0793.The dynamic height is computed by dividing the NAVD 88
 AY0793.geopotential number by the normal gravity value computed on the
 AY0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0793.degrees latitude (g = 980.6199 gals.).
 AY0793
 AY0793.The modeled gravity was interpolated from observed gravity values.
 AY0793
 AY0793;                    North         East    Units  Estimated Accuracy
 AY0793;SPC TXSC     - 4,165,180.      641,740.      MT  (+/- 180 meters Scaled)
 AY0793
 AY0793                          SUPERSEDED SURVEY CONTROL
 AY0793
 AY0793  NGVD 29 (??/??/92)  178.849  (m)          586.77   (f) ADJ UNCH    1 2
 AY0793
 AY0793.Superseded values are not recommended for survey control.
 AY0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0793.See file dsdata.txt to determine how the superseded data were derived.
 AY0793
 AY0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT417438(NAD 83)
 AY0793_MARKER: DB = BENCH MARK DISK
 AY0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0793_STAMPING: Y 465 1952
 AY0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0793+STABILITY: SURFACE MOTION
 AY0793
 AY0793  HISTORY     - Date     Condition        Report By
 AY0793  HISTORY     - 1952     MONUMENTED       CGS
 AY0793  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0793  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0793
 AY0793                          STATION DESCRIPTION
 AY0793
 AY0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0793'IN SAN ANTONIO.
 AY0793'AT SAN ANTONIO, 0.1 MILE SOUTH ALONG SOMERSET ROAD FROM ITS JUNCTION
 AY0793'WITH CASSIN ROAD, THENCE 0.85 MILE EAST ALONG A PRIVATE ROAD, 0.1 MILE
 AY0793'EAST OF A GRAVEL PIT, 18 FEET SOUTH OF AN 18 INCH MESQUITE TREE, 2.6
 AY0793'FEET WEST OF A NORTH AND SOUTH FENCE, 4.6 FEET NORTH OF A FENCE
 AY0793'LEADING WEST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AY0793'FOOT ABOVE THE GROUND.
 AY0793
 AY0793                          STATION RECOVERY (1986)
 AY0793
 AY0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0793'MARK NOT FOUND.
 AY0793
 AY0793                          STATION RECOVERY (1999)
 AY0793
 AY0793'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0145 ***********************************************************************
 CC0145  DESIGNATION -  Y 466
 CC0145  PID         -  CC0145
 CC0145  STATE/COUNTY-  TX/UPTON
 CC0145  USGS QUAD   -  GIRVIN SE (1972)
 CC0145
 CC0145                         *CURRENT SURVEY CONTROL
 CC0145  ___________________________________________________________________
 CC0145* NAD 83(1986)-  31 06 57.     (N)    102 17 07.     (W)     SCALED    
 CC0145* NAVD 88     -       728.759  (meters)    2390.94   (feet)  ADJUSTED  
 CC0145  ___________________________________________________________________
 CC0145  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CC0145  DYNAMIC HT  -         727.717 (meters)    2387.52  (feet)  COMP
 CC0145  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 CC0145
 CC0145  VERT ORDER  -  FIRST     CLASS II
 CC0145
 CC0145.The horizontal coordinates were scaled from a topographic map and have
 CC0145.an estimated accuracy of +/- 6 seconds.
 CC0145
 CC0145.The orthometric height was determined by differential leveling
 CC0145.and adjusted by the National Geodetic Survey in June 1991..
 CC0145
 CC0145.The geoid height was determined by GEOID03.
 CC0145
 CC0145.The dynamic height is computed by dividing the NAVD 88
 CC0145.geopotential number by the normal gravity value computed on the
 CC0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0145.degrees latitude (g = 980.6199 gals.).
 CC0145
 CC0145.The modeled gravity was interpolated from observed gravity values.
 CC0145
 CC0145;                    North         East    Units  Estimated Accuracy
 CC0145;SPC TX C     - 3,162,280.      513,840.      MT  (+/- 180 meters Scaled)
 CC0145
 CC0145                          SUPERSEDED SURVEY CONTROL
 CC0145
 CC0145  NGVD 29 (??/??/92)  728.525  (m)         2390.17   (f) ADJ UNCH    1 2
 CC0145
 CC0145.Superseded values are not recommended for survey control.
 CC0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0145.See file dsdata.txt to determine how the superseded data were derived.
 CC0145
 CC0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ588456(NAD 83)
 CC0145_MARKER: DB = BENCH MARK DISK
 CC0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0145_SP_SET: ABUTMENT
 CC0145_STAMPING: Y 466 1935 2390.169
 CC0145_MARK LOGO: CGS   
 CC0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0145
 CC0145  HISTORY     - Date     Condition        Report By
 CC0145  HISTORY     - 1935     MONUMENTED       CGS
 CC0145  HISTORY     - 1958     GOOD             NGS
 CC0145  HISTORY     - 1981     GOOD             NGS
 CC0145  HISTORY     - 20010217 GOOD             USPSQD
 CC0145
 CC0145                          STATION DESCRIPTION
 CC0145
 CC0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0145'3.75 MI SW FROM MCCAMEY.
 CC0145'ABOUT 3.75 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0145'FROM THE STATION AT MCCAMEY, 15 POLES SOUTHWEST OF MILEPOST 842, IN
 CC0145'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A
 CC0145'SHORT WOODEN TRESTLE, ABOUT 0.3 MILE SOUTHWEST OF A ROAD CROSSING, AND
 CC0145'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 CC0145
 CC0145                          STATION RECOVERY (1981)
 CC0145
 CC0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0145'5.5 KM (3.4 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0145'JUNCTION WITH FARM ROAD 305 IN MCCAMEY, 0.6 KM (0.35 MI) SOUTHWEST OF
 CC0145'A GRAVELED ROAD LEADING SOUTH, IN TOP OF AND 0.6 METER (2.0 FT)
 CC0145'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A SMALL
 CC0145'RAILROAD BRIDGE AND 2.2 METERS (7.2 FT) NORTHEAST OF THE NEAR RAIL OF
 CC0145'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD.
 CC0145'THE MARK IS 0.6 M BELOW THE TRACKS.
 CC0145
 CC0145                          STATION RECOVERY (2001)
 CC0145
 CC0145'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0211 ***********************************************************************
 BP0211  DESIGNATION -  Y 467
 BP0211  PID         -  BP0211
 BP0211  STATE/COUNTY-  TX/PECOS
 BP0211  USGS QUAD   -  TWELVEMILE MESA (1970)
 BP0211
 BP0211                         *CURRENT SURVEY CONTROL
 BP0211  ___________________________________________________________________
 BP0211* NAD 83(1986)-  30 48 34.     (N)    102 59 54.     (W)     SCALED    
 BP0211* NAVD 88     -       965.514  (meters)    3167.69   (feet)  ADJUSTED  
 BP0211  ___________________________________________________________________
 BP0211  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 BP0211  DYNAMIC HT  -         964.026 (meters)    3162.81  (feet)  COMP
 BP0211  MODELED GRAV-     979,067.2   (mgal)                       NAVD 88
 BP0211
 BP0211  VERT ORDER  -  SECOND    CLASS 0
 BP0211
 BP0211.The horizontal coordinates were scaled from a topographic map and have
 BP0211.an estimated accuracy of +/- 6 seconds.
 BP0211
 BP0211.The orthometric height was determined by differential leveling
 BP0211.and adjusted by the National Geodetic Survey in June 1991..
 BP0211
 BP0211.The geoid height was determined by GEOID03.
 BP0211
 BP0211.The dynamic height is computed by dividing the NAVD 88
 BP0211.geopotential number by the normal gravity value computed on the
 BP0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0211.degrees latitude (g = 980.6199 gals.).
 BP0211
 BP0211.The modeled gravity was interpolated from observed gravity values.
 BP0211
 BP0211;                    North         East    Units  Estimated Accuracy
 BP0211;SPC TX C     - 3,129,740.      445,030.      MT  (+/- 180 meters Scaled)
 BP0211
 BP0211                          SUPERSEDED SURVEY CONTROL
 BP0211
 BP0211  NGVD 29 (??/??/92)  965.153  (m)         3166.51   (f) ADJ UNCH    2 0
 BP0211
 BP0211.Superseded values are not recommended for survey control.
 BP0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0211.See file dsdata.txt to determine how the superseded data were derived.
 BP0211
 BP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ914101(NAD 83)
 BP0211_MARKER: DB = BENCH MARK DISK
 BP0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0211_STAMPING: Y 467 1935 3166.506
 BP0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0211+STABILITY: SURFACE MOTION
 BP0211
 BP0211  HISTORY     - Date     Condition        Report By
 BP0211  HISTORY     - 1935     MONUMENTED       CGS
 BP0211  HISTORY     - 1958     GOOD             NGS
 BP0211
 BP0211                          STATION DESCRIPTION
 BP0211
 BP0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0211'9.3 MI SW FROM FORT STOCKTON.
 BP0211'ABOUT 9.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0211'FROM THE STATION AT FORT STOCKTON, 5 FEET NORTHWEST OF MILEPOST 891,
 BP0211'49 FEET NORTHWEST OF THE NORTHWEST RAIL, 53 FEET SOUTHEAST OF THE
 BP0211'CENTER LINE OF A GRADED DIRT ROAD, 5 RAILS SOUTHWEST OF THE SOUTHWEST
 BP0211'END OF A TRESTLE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 BP0211'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0211'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0410 ***********************************************************************
 BP0410  DESIGNATION -  Y 468
 BP0410  PID         -  BP0410
 BP0410  STATE/COUNTY-  TX/BREWSTER
 BP0410  USGS QUAD   -  ALPINE NORTH (1972)
 BP0410
 BP0410                         *CURRENT SURVEY CONTROL
 BP0410  ___________________________________________________________________
 BP0410* NAD 83(1986)-  30 25 53.     (N)    103 39 11.     (W)     SCALED    
 BP0410* NAVD 88     -      1306.887  (meters)    4287.68   (feet)  ADJUSTED  
 BP0410  ___________________________________________________________________
 BP0410  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 BP0410  DYNAMIC HT  -        1304.794 (meters)    4280.81  (feet)  COMP
 BP0410  MODELED GRAV-     978,994.2   (mgal)                       NAVD 88
 BP0410
 BP0410  VERT ORDER  -  FIRST     CLASS I
 BP0410
 BP0410.The horizontal coordinates were scaled from a topographic map and have
 BP0410.an estimated accuracy of +/- 6 seconds.
 BP0410
 BP0410.The orthometric height was determined by differential leveling
 BP0410.and adjusted by the National Geodetic Survey in June 1991..
 BP0410
 BP0410.The geoid height was determined by GEOID03.
 BP0410
 BP0410.The dynamic height is computed by dividing the NAVD 88
 BP0410.geopotential number by the normal gravity value computed on the
 BP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0410.degrees latitude (g = 980.6199 gals.).
 BP0410
 BP0410.The modeled gravity was interpolated from observed gravity values.
 BP0410
 BP0410;                    North         East    Units  Estimated Accuracy
 BP0410;SPC TXSC     - 4,296,840.      153,100.      MT  (+/- 180 meters Scaled)
 BP0410
 BP0410                          SUPERSEDED SURVEY CONTROL
 BP0410
 BP0410  NGVD 29 (??/??/92) 1306.457  (m)         4286.27   (f) ADJ UNCH    1 1
 BP0410
 BP0410.Superseded values are not recommended for survey control.
 BP0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0410.See file dsdata.txt to determine how the superseded data were derived.
 BP0410
 BP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP293673(NAD 83)
 BP0410_MARKER: DB = BENCH MARK DISK
 BP0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0410_STAMPING: Y 468 1935 4286.268
 BP0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0410+STABILITY: SURFACE MOTION
 BP0410
 BP0410  HISTORY     - Date     Condition        Report By
 BP0410  HISTORY     - 1935     MONUMENTED       CGS
 BP0410  HISTORY     - 1958     GOOD             NGS
 BP0410  HISTORY     - 1977     GOOD             NGS
 BP0410
 BP0410                          STATION DESCRIPTION
 BP0410
 BP0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0410'5.3 MI NE FROM ALPINE.
 BP0410'ABOUT 5.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0410'FROM THE STATION AT ALPINE, 5 FEET NORTHWEST OF MILEPOST 939, 49 FEET
 BP0410'NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.5 MILE SOUTHWEST OF A ROAD
 BP0410'CROSSING, 1 FOOT NORTHWEST OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND
 BP0410'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BP0410
 BP0410                          STATION RECOVERY (1977)
 BP0410
 BP0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0474 ***********************************************************************
 BP0474  DESIGNATION -  Y 469
 BP0474  PID         -  BP0474
 BP0474  STATE/COUNTY-  TX/JEFF DAVIS
 BP0474  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0474
 BP0474                         *CURRENT SURVEY CONTROL
 BP0474  ___________________________________________________________________
 BP0474* NAD 83(1986)-  30 45 47.     (N)    103 45 39.     (W)     SCALED    
 BP0474* NAVD 88     -      1291.429  (meters)    4236.96   (feet)  POSTED    
 BP0474  ___________________________________________________________________
 BP0474  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BP0474  DYNAMIC HT  -        1289.390 (meters)    4230.27  (feet)  COMP
 BP0474  MODELED GRAV-     979,015.1   (mgal)                       NAVD 88
 BP0474
 BP0474  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0474
 BP0474.The horizontal coordinates were scaled from a topographic map and have
 BP0474.an estimated accuracy of +/- 6 seconds.
 BP0474
 BP0474.The orthometric height was determined by differential leveling
 BP0474.and adjusted by the National Geodetic Survey in 1992..
 BP0474.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0474.rate of 1.1 thru 2.0 mm/km.
 BP0474
 BP0474.The geoid height was determined by GEOID03.
 BP0474
 BP0474.The dynamic height is computed by dividing the NAVD 88
 BP0474.geopotential number by the normal gravity value computed on the
 BP0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0474.degrees latitude (g = 980.6199 gals.).
 BP0474
 BP0474.The modeled gravity was interpolated from observed gravity values.
 BP0474
 BP0474;                    North         East    Units  Estimated Accuracy
 BP0474;SPC TX C     - 3,126,600.      371,940.      MT  (+/- 180 meters Scaled)
 BP0474
 BP0474                          SUPERSEDED SURVEY CONTROL
 BP0474
 BP0474  NGVD 29 (??/??/92) 1291.045  (m)         4235.70   (f) ADJ UNCH    2 0
 BP0474
 BP0474.Superseded values are not recommended for survey control.
 BP0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0474.See file dsdata.txt to determine how the superseded data were derived.
 BP0474
 BP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ185039(NAD 83)
 BP0474_MARKER: DB = BENCH MARK DISK
 BP0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0474_STAMPING: Y-469 1934
 BP0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0474+STABILITY: SURFACE MOTION
 BP0474
 BP0474  HISTORY     - Date     Condition        Report By
 BP0474  HISTORY     - 1934     MONUMENTED       CGS
 BP0474  HISTORY     - 1935     GOOD             NGS
 BP0474  HISTORY     - 1940     GOOD             NGS
 BP0474  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0474  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0474
 BP0474                          STATION DESCRIPTION
 BP0474
 BP0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BP0474'15.6 MI S FROM TOYAHVALE.
 BP0474'15.6 MI. S. ALONG STATE NO. 17 (17.4 MI. N. OF FORT DAVIS) AT A CATTLE
 BP0474'GUARD, 43 FT. N.W. OF THE CENTER LINE OF HWY., AND 2 FT. S.W. OF A
 BP0474'FENCE.
 BP0474
 BP0474                          STATION RECOVERY (1940)
 BP0474
 BP0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 BP0474'RECOVERED IN GOOD CONDITION.
 BP0474
 BP0474                          STATION RECOVERY (1989)
 BP0474
 BP0474'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0474'MARK NOT FOUND.
 BP0474
 BP0474                          STATION RECOVERY (1996)
 BP0474
 BP0474'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0475 ***********************************************************************
 BP0475  DESIGNATION -  Y 469 RESET 1940
 BP0475  PID         -  BP0475
 BP0475  STATE/COUNTY-  TX/JEFF DAVIS
 BP0475  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0475
 BP0475                         *CURRENT SURVEY CONTROL
 BP0475  ___________________________________________________________________
 BP0475* NAD 83(1986)-  30 45 46.     (N)    103 45 40.     (W)     SCALED    
 BP0475* NAVD 88     -      1287.887  (meters)    4225.34   (feet)  POSTED    
 BP0475  ___________________________________________________________________
 BP0475  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BP0475  DYNAMIC HT  -        1285.850 (meters)    4218.66  (feet)  COMP
 BP0475  MODELED GRAV-     979,014.9   (mgal)                       NAVD 88
 BP0475
 BP0475  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0475
 BP0475.The horizontal coordinates were scaled from a topographic map and have
 BP0475.an estimated accuracy of +/- 6 seconds.
 BP0475
 BP0475.The orthometric height was determined by differential leveling
 BP0475.and adjusted by the National Geodetic Survey in 1992..
 BP0475.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0475.rate of 2.1 thru 3.0 mm/km.
 BP0475
 BP0475.The geoid height was determined by GEOID03.
 BP0475
 BP0475.The dynamic height is computed by dividing the NAVD 88
 BP0475.geopotential number by the normal gravity value computed on the
 BP0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0475.degrees latitude (g = 980.6199 gals.).
 BP0475
 BP0475.The modeled gravity was interpolated from observed gravity values.
 BP0475
 BP0475;                    North         East    Units  Estimated Accuracy
 BP0475;SPC TX C     - 3,126,570.      371,910.      MT  (+/- 180 meters Scaled)
 BP0475
 BP0475                          SUPERSEDED SURVEY CONTROL
 BP0475
 BP0475  NGVD 29 (??/??/92) 1287.45   (m)         4223.9    (f) COMPUTED    2 0
 BP0475
 BP0475.Superseded values are not recommended for survey control.
 BP0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0475.See file dsdata.txt to determine how the superseded data were derived.
 BP0475
 BP0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ185039(NAD 83)
 BP0475_MARKER: DB = BENCH MARK DISK
 BP0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0475_SP_SET: CULVERT
 BP0475_STAMPING: Y 469 RESET 1940
 BP0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0475
 BP0475  HISTORY     - Date     Condition        Report By
 BP0475  HISTORY     - 1940     MONUMENTED       TXHD
 BP0475  HISTORY     - 1958     GOOD             NGS
 BP0475  HISTORY     - 1989     GOOD             USPSQD
 BP0475  HISTORY     - 19961011 GOOD             USPSQD
 BP0475
 BP0475                          STATION DESCRIPTION
 BP0475
 BP0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0475'15.1 MI S FROM TOYAHVALE.
 BP0475'ABOUT 15.1 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0475'TOYAHVALE, ABOUT 17.0 MILES NORTHEAST OF THE COUNTY COURTHOUSE AT FORT
 BP0475'DAVIS, IN THE TOP AND CENTER OF THE WEST CONCRETE HEADWALL OF A
 BP0475'CULVERT, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.15 MILE
 BP0475'NORTH OF THE CREST OF A SLIGHT HILL, AND ABOUT 1 FOOT ABOVE THE LEVEL
 BP0475'OF THE HIGHWAY.
 BP0475
 BP0475                          STATION RECOVERY (1989)
 BP0475
 BP0475'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0475'RECOVERED IN GOOD CONDITION.
 BP0475
 BP0475                          STATION RECOVERY (1996)
 BP0475
 BP0475'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0950 ***********************************************************************
 AB0950  DESIGNATION -  Y 47
 AB0950  PID         -  AB0950
 AB0950  STATE/COUNTY-  TX/KENEDY
 AB0950  USGS QUAD   -  NORIAS (1982)
 AB0950
 AB0950                         *CURRENT SURVEY CONTROL
 AB0950  ___________________________________________________________________
 AB0950* NAD 83(1986)-  26 51 06.     (N)    097 47 06.     (W)     SCALED    
 AB0950* NAVD 88     -         8.178  (meters)      26.83   (feet)  ADJUSTED  
 AB0950  ___________________________________________________________________
 AB0950  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AB0950  DYNAMIC HT  -           8.165 (meters)      26.79  (feet)  COMP
 AB0950  MODELED GRAV-     979,071.6   (mgal)                       NAVD 88
 AB0950
 AB0950  VERT ORDER  -  FIRST     CLASS II
 AB0950
 AB0950.The horizontal coordinates were scaled from a topographic map and have
 AB0950.an estimated accuracy of +/- 6 seconds.
 AB0950
 AB0950.The orthometric height was determined by differential leveling
 AB0950.and adjusted by the National Geodetic Survey in June 1991..
 AB0950
 AB0950.The geoid height was determined by GEOID03.
 AB0950
 AB0950.The dynamic height is computed by dividing the NAVD 88
 AB0950.geopotential number by the normal gravity value computed on the
 AB0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0950.degrees latitude (g = 980.6199 gals.).
 AB0950
 AB0950.The modeled gravity was interpolated from observed gravity values.
 AB0950
 AB0950;                    North         East    Units  Estimated Accuracy
 AB0950;SPC TX S     - 5,131,490.      371,050.      MT  (+/- 180 meters Scaled)
 AB0950
 AB0950                          SUPERSEDED SURVEY CONTROL
 AB0950
 AB0950  NGVD 29 (??/??/92)    8.264  (m)           27.11   (f) ADJ UNCH    1 2
 AB0950
 AB0950.Superseded values are not recommended for survey control.
 AB0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0950.See file dsdata.txt to determine how the superseded data were derived.
 AB0950
 AB0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ207705(NAD 83)
 AB0950_MARKER: DB = BENCH MARK DISK
 AB0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0950_STAMPING: Y 47 1917 27.113 FT
 AB0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0950+STABILITY: SURFACE MOTION
 AB0950
 AB0950  HISTORY     - Date     Condition        Report By
 AB0950  HISTORY     - 1917     MONUMENTED       CGS
 AB0950  HISTORY     - 1951     GOOD             NGS
 AB0950  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0950  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0950
 AB0950                          STATION DESCRIPTION
 AB0950
 AB0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0950'5.0 MI S FROM ARMSTRONG.
 AB0950'5.0 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0950'FROM THE STATION AT ARMSTRONG, 19 FEET SOUTH OF THE FIRST POLE NORTH
 AB0950'OF MILEPOST 72, 35.6 FEET OF THE WEST RAIL, 12 FEET EAST OF A FENCE,
 AB0950'1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AB0950'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE--NOW THE SOUTHERN
 AB0950'PACIFIC LINES.
 AB0950
 AB0950                          STATION RECOVERY (1981)
 AB0950
 AB0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0950'NOT RECOVERED THIS DATE, PLOWED OUT BY FIRE BREAK MACHINERY, DISK NOT
 AB0950'RECOVERED.
 AB0950
 AB0950                          STATION RECOVERY (2004)
 AB0950
 AB0950'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0451 ***********************************************************************
 CC0451  DESIGNATION -  Y 470
 CC0451  PID         -  CC0451
 CC0451  STATE/COUNTY-  TX/REEVES
 CC0451  USGS QUAD   -  PECOS WEST (1981)
 CC0451
 CC0451                         *CURRENT SURVEY CONTROL
 CC0451  ___________________________________________________________________
 CC0451* NAD 83(1986)-  31 23 20.     (N)    103 31 27.     (W)     SCALED    
 CC0451* NAVD 88     -       797.964  (meters)    2617.99   (feet)  POSTED    
 CC0451  ___________________________________________________________________
 CC0451  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0451  DYNAMIC HT  -         796.800 (meters)    2614.17  (feet)  COMP
 CC0451  MODELED GRAV-     979,155.7   (mgal)                       NAVD 88
 CC0451
 CC0451  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CC0451
 CC0451.The horizontal coordinates were scaled from a topographic map and have
 CC0451.an estimated accuracy of +/- 6 seconds.
 CC0451
 CC0451.The orthometric height was determined by differential leveling
 CC0451.and adjusted by the National Geodetic Survey in 1992..
 CC0451.No vertical observational check was made to the station.
 CC0451.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CC0451.was located on a no-check spur therefore a value was not computed.
 CC0451
 CC0451.The geoid height was determined by GEOID03.
 CC0451
 CC0451.The dynamic height is computed by dividing the NAVD 88
 CC0451.geopotential number by the normal gravity value computed on the
 CC0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0451.degrees latitude (g = 980.6199 gals.).
 CC0451
 CC0451.The modeled gravity was interpolated from observed gravity values.
 CC0451
 CC0451;                    North         East    Units  Estimated Accuracy
 CC0451;SPC TX C     - 3,195,270.      396,580.      MT  (+/- 180 meters Scaled)
 CC0451
 CC0451                          SUPERSEDED SURVEY CONTROL
 CC0451
 CC0451  NGVD 29 (??/??/92)  797.801  (m)         2617.45   (f) ADJ UNCH    2 0
 CC0451
 CC0451.Superseded values are not recommended for survey control.
 CC0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0451.See file dsdata.txt to determine how the superseded data were derived.
 CC0451
 CC0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ403736(NAD 83)
 CC0451_MARKER: DB = BENCH MARK DISK
 CC0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0451_STAMPING: Y-470 1934
 CC0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0451+STABILITY: SURFACE MOTION
 CC0451
 CC0451  HISTORY     - Date     Condition        Report By
 CC0451  HISTORY     - 1934     MONUMENTED       CGS
 CC0451  HISTORY     - 1935     GOOD             NGS
 CC0451  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0451
 CC0451                          STATION DESCRIPTION
 CC0451
 CC0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CC0451'3.4 MI S FROM PECOS.
 CC0451'3.4 MI. S. ALONG P.V.S. RY.  ABOUT 1000 FT. N.E. OF A FRAME HOUSE,
 CC0451'ABOUT 165 FT. N. OF A DIRT ROAD BEARING E., 47 FT. W. OF THE CENTER
 CC0451'LINE OF STATE NO. 17, AND 32 FT. E. OF THE CENTER LINE OF TRACKS.  2
 CC0451'FT. LOWER THAN TRACK FLUSH WITH GROUND 1 FT. N OF WHITE WOODEN WITNESS
 CC0451'POST.
 CC0451
 CC0451                          STATION RECOVERY (1956)
 CC0451
 CC0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CC0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0191 ***********************************************************************
 DP0191  DESIGNATION -  Y 471
 DP0191  PID         -  DP0191
 DP0191  STATE/COUNTY-  TX/DICKENS
 DP0191  USGS QUAD   -  PITCHFORK RANCH (1981)
 DP0191
 DP0191                         *CURRENT SURVEY CONTROL
 DP0191  ___________________________________________________________________
 DP0191* NAD 83(1986)-  33 36 36.     (N)    100 31 57.     (W)     SCALED    
 DP0191* NAVD 88     -       600.968  (meters)    1971.68   (feet)  ADJUSTED  
 DP0191  ___________________________________________________________________
 DP0191  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DP0191  DYNAMIC HT  -         600.251 (meters)    1969.32  (feet)  COMP
 DP0191  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 DP0191
 DP0191  VERT ORDER  -  SECOND    CLASS 0
 DP0191
 DP0191.The horizontal coordinates were scaled from a topographic map and have
 DP0191.an estimated accuracy of +/- 6 seconds.
 DP0191
 DP0191.The orthometric height was determined by differential leveling
 DP0191.and adjusted by the National Geodetic Survey in June 1991..
 DP0191
 DP0191.The geoid height was determined by GEOID03.
 DP0191
 DP0191.The dynamic height is computed by dividing the NAVD 88
 DP0191.geopotential number by the normal gravity value computed on the
 DP0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0191.degrees latitude (g = 980.6199 gals.).
 DP0191
 DP0191.The modeled gravity was interpolated from observed gravity values.
 DP0191
 DP0191;                    North         East    Units  Estimated Accuracy
 DP0191;SPC TXNC     - 2,217,330.      411,400.      MT  (+/- 180 meters Scaled)
 DP0191
 DP0191                          SUPERSEDED SURVEY CONTROL
 DP0191
 DP0191  NGVD 29 (??/??/92)  600.749  (m)         1970.96   (f) ADJ UNCH    2 0
 DP0191
 DP0191.Superseded values are not recommended for survey control.
 DP0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0191.See file dsdata.txt to determine how the superseded data were derived.
 DP0191
 DP0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC578199(NAD 83)
 DP0191_MARKER: DB = BENCH MARK DISK
 DP0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0191_STAMPING: Y 471 1934
 DP0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0191+STABILITY: SURFACE MOTION
 DP0191
 DP0191  HISTORY     - Date     Condition        Report By
 DP0191  HISTORY     - 1934     MONUMENTED       CGS
 DP0191  HISTORY     - 1958     GOOD             NGS
 DP0191
 DP0191                          STATION DESCRIPTION
 DP0191
 DP0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0191'13.1 MI W FROM GUTHRIE.
 DP0191'13.1 MILES WEST ALONG THE 1935 ROUTE OF U.S. HIGHWAY 82 FROM GUTHRIE,
 DP0191'KING COUNTY.  THIS BENCH MARK MAY BE REACHED BY GOING ALONG U.S.
 DP0191'HIGHWAY 82 TO A POINT OPPOSITE THE ENTRANCE TO PITCHFORK RANCH
 DP0191'HEADQUARTERS, THEN THROUGH A GATE ON THE NORTH SIDE OF THE HIGHWAY AND
 DP0191'0.3 MILE NORTH 30 DEGREES EAST ALONG A RANCH ROAD TO THE OLD HIGHWAY,
 DP0191'AND THEN GO NORTH 30 DEGREES WEST FOR 0.25 MILE ALONG THE OLD HIGHWAY.
 DP0191'THE MARK IS 0.1 MILE SOUTHEAST OF A WIRE GATE IN A FENCE ACROSS THE
 DP0191'OLD HIGHWAY, ABOUT 50 YARDS NORTHWEST OF A DIP, 36 FEET SOUTH OF THE
 DP0191'CENTERLINE OF THE OLD HIGHWAY, AND 1 FOOT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0282 ***********************************************************************
 DP0282  DESIGNATION -  Y 472
 DP0282  PID         -  DP0282
 DP0282  STATE/COUNTY-  TX/GARZA
 DP0282  USGS QUAD   -  POST EAST (1969)
 DP0282
 DP0282                         *CURRENT SURVEY CONTROL
 DP0282  ___________________________________________________________________
 DP0282* NAD 83(1986)-  33 12 00.     (N)    101 16 57.     (W)     SCALED    
 DP0282* NAVD 88     -       746.174  (meters)    2448.07   (feet)  ADJUSTED  
 DP0282  ___________________________________________________________________
 DP0282  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 DP0282  DYNAMIC HT  -         745.237 (meters)    2445.00  (feet)  COMP
 DP0282  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 DP0282
 DP0282  VERT ORDER  -  SECOND    CLASS 0
 DP0282
 DP0282.The horizontal coordinates were scaled from a topographic map and have
 DP0282.an estimated accuracy of +/- 6 seconds.
 DP0282
 DP0282.The orthometric height was determined by differential leveling
 DP0282.and adjusted by the National Geodetic Survey in June 1991..
 DP0282
 DP0282.The geoid height was determined by GEOID03.
 DP0282
 DP0282.The dynamic height is computed by dividing the NAVD 88
 DP0282.geopotential number by the normal gravity value computed on the
 DP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0282.degrees latitude (g = 980.6199 gals.).
 DP0282
 DP0282.The modeled gravity was interpolated from observed gravity values.
 DP0282
 DP0282;                    North         East    Units  Estimated Accuracy
 DP0282;SPC TXNC     - 2,173,470.      340,620.      MT  (+/- 180 meters Scaled)
 DP0282
 DP0282                          SUPERSEDED SURVEY CONTROL
 DP0282
 DP0282  NGVD 29 (??/??/92)  745.826  (m)         2446.93   (f) ADJ UNCH    2 0
 DP0282
 DP0282.Superseded values are not recommended for survey control.
 DP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0282.See file dsdata.txt to determine how the superseded data were derived.
 DP0282
 DP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB872757(NAD 83)
 DP0282_MARKER: DB = BENCH MARK DISK
 DP0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0282_STAMPING: Y 472 1935
 DP0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0282+STABILITY: SURFACE MOTION
 DP0282
 DP0282  HISTORY     - Date     Condition        Report By
 DP0282  HISTORY     - 1935     MONUMENTED       CGS
 DP0282  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0282
 DP0282                          STATION DESCRIPTION
 DP0282
 DP0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0282'5.4 MI E FROM POST.
 DP0282'5.4 MILES EAST ALONG U. S. HIGHWAY 380 FROM POST, GARZA COUNTY, 100
 DP0282'YARDS NORTH OF A GRAY FARMHOUSE, 50 FEET WEST OF THE GATE LEADING TO
 DP0282'THE HOUSE, 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 DP0282'NORTH OF A FENCE.  A STANDARD DISK, STAMPED Y 472 1935 AND SET IN THE
 DP0282'TOP OF A CONCRETE POST.
 DP0282
 DP0282                          STATION RECOVERY (1969)
 DP0282
 DP0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0112 ***********************************************************************
 DP0112  DESIGNATION -  Y 474
 DP0112  PID         -  DP0112
 DP0112  STATE/COUNTY-  TX/KENT
 DP0112  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0112
 DP0112                         *CURRENT SURVEY CONTROL
 DP0112  ___________________________________________________________________
 DP0112* NAD 83(1986)-  33 09 26.     (N)    100 39 34.     (W)     SCALED    
 DP0112* NAVD 88     -       596.273  (meters)    1956.27   (feet)  ADJUSTED  
 DP0112  ___________________________________________________________________
 DP0112  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DP0112  DYNAMIC HT  -         595.531 (meters)    1953.84  (feet)  COMP
 DP0112  MODELED GRAV-     979,374.5   (mgal)                       NAVD 88
 DP0112
 DP0112  VERT ORDER  -  SECOND    CLASS 0
 DP0112
 DP0112.The horizontal coordinates were scaled from a topographic map and have
 DP0112.an estimated accuracy of +/- 6 seconds.
 DP0112
 DP0112.The orthometric height was determined by differential leveling
 DP0112.and adjusted by the National Geodetic Survey in June 1991..
 DP0112
 DP0112.The geoid height was determined by GEOID03.
 DP0112
 DP0112.The dynamic height is computed by dividing the NAVD 88
 DP0112.geopotential number by the normal gravity value computed on the
 DP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0112.degrees latitude (g = 980.6199 gals.).
 DP0112
 DP0112.The modeled gravity was interpolated from observed gravity values.
 DP0112
 DP0112;                    North         East    Units  Estimated Accuracy
 DP0112;SPC TXNC     - 2,167,360.      398,590.      MT  (+/- 180 meters Scaled)
 DP0112
 DP0112                          SUPERSEDED SURVEY CONTROL
 DP0112
 DP0112  NGVD 29 (??/??/92)  596.025  (m)         1955.46   (f) ADJ UNCH    2 0
 DP0112
 DP0112.Superseded values are not recommended for survey control.
 DP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0112.See file dsdata.txt to determine how the superseded data were derived.
 DP0112
 DP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB452699(NAD 83)
 DP0112_MARKER: DB = BENCH MARK DISK
 DP0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0112_SP_SET: CULVERT
 DP0112_STAMPING: Y 474 1935
 DP0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0112
 DP0112  HISTORY     - Date     Condition        Report By
 DP0112  HISTORY     - 1935     MONUMENTED       CGS
 DP0112  HISTORY     - 1961     GOOD             NGS
 DP0112
 DP0112                          STATION DESCRIPTION
 DP0112
 DP0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DP0112'5.55 MI E FROM CLAIREMONT.
 DP0112'ABOUT 5.55 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0112'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, AT THE WEST END OF THE
 DP0112'TRIANGULAR JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 70 LEADING
 DP0112'SOUTHEAST, 64 FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 380, 13
 DP0112'1/2 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 70, SET
 DP0112'IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEAD WALL OF A CONCRETE
 DP0112'CULVERT WHICH PASSES UNDER BOTH HIGHWAYS, AND ABOUT 1 FOOT ABOVE THE
 DP0112'LEVEL OF THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0113 ***********************************************************************
 DP0113  DESIGNATION -  Y 474 RESET 1961
 DP0113  PID         -  DP0113
 DP0113  STATE/COUNTY-  TX/KENT
 DP0113  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0113
 DP0113                         *CURRENT SURVEY CONTROL
 DP0113  ___________________________________________________________________
 DP0113* NAD 83(1986)-  33 09 26.     (N)    100 39 34.     (W)     SCALED    
 DP0113* NAVD 88     -       595.93   (meters)    1955.1    (feet)  RESET     
 DP0113  ___________________________________________________________________
 DP0113  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DP0113
 DP0113  VERT ORDER  -  THIRD
 DP0113
 DP0113.The horizontal coordinates were scaled from a topographic map and have
 DP0113.an estimated accuracy of +/- 6 seconds.
 DP0113
 DP0113.The orthometric height was computed from unverified reset data.
 DP0113
 DP0113.The geoid height was determined by GEOID03.
 DP0113
 DP0113;                    North         East    Units  Estimated Accuracy
 DP0113;SPC TXNC     - 2,167,360.      398,590.      MT  (+/- 180 meters Scaled)
 DP0113
 DP0113                          SUPERSEDED SURVEY CONTROL
 DP0113
 DP0113.No superseded survey control is available for this station.
 DP0113
 DP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB452699(NAD 83)
 DP0113_MARKER: DB = BENCH MARK DISK
 DP0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0113_SP_SET: CULVERT
 DP0113_STAMPING: Y 474 RESET 1961
 DP0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0113
 DP0113  HISTORY     - Date     Condition        Report By
 DP0113  HISTORY     - 1961     MONUMENTED       TXHD
 DP0113  HISTORY     - 1962     GOOD             TXHD
 DP0113
 DP0113                          STATION DESCRIPTION
 DP0113
 DP0113'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 DP0113'5.4 MI E FROM CLAIREMONT.
 DP0113'THIS BENCH MARK IS LOCATED 5.4 MILES EAST ALONG U.S. HIGHWAY 380 FROM
 DP0113'CLAIREMONT, 75 YARDS WEST OF THE JUNCTION OF STATE HIGHWAY 70, AT A
 DP0113'CONCRETE CULVERT, AND SET IN THE TOP OF THE CENTER OF THE SOUTH HEAD
 DP0113'WALL, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0056 ***********************************************************************
 DP0056  DESIGNATION -  Y 475
 DP0056  PID         -  DP0056
 DP0056  STATE/COUNTY-  TX/STONEWALL
 DP0056  USGS QUAD   -  OLD GLORY (1969)
 DP0056
 DP0056                         *CURRENT SURVEY CONTROL
 DP0056  ___________________________________________________________________
 DP0056* NAD 83(1986)-  33 08 09.     (N)    100 07 08.     (W)     SCALED    
 DP0056* NAVD 88     -       509.443  (meters)    1671.40   (feet)  ADJUSTED  
 DP0056  ___________________________________________________________________
 DP0056  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DP0056  DYNAMIC HT  -         508.805 (meters)    1669.30  (feet)  COMP
 DP0056  MODELED GRAV-     979,370.1   (mgal)                       NAVD 88
 DP0056
 DP0056  VERT ORDER  -  SECOND    CLASS 0
 DP0056
 DP0056.The horizontal coordinates were scaled from a topographic map and have
 DP0056.an estimated accuracy of +/- 6 seconds.
 DP0056
 DP0056.The orthometric height was determined by differential leveling
 DP0056.and adjusted by the National Geodetic Survey in June 1991..
 DP0056
 DP0056.The geoid height was determined by GEOID03.
 DP0056
 DP0056.The dynamic height is computed by dividing the NAVD 88
 DP0056.geopotential number by the normal gravity value computed on the
 DP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0056.degrees latitude (g = 980.6199 gals.).
 DP0056
 DP0056.The modeled gravity was interpolated from observed gravity values.
 DP0056
 DP0056;                    North         East    Units  Estimated Accuracy
 DP0056;SPC TXNC     - 2,164,080.      448,970.      MT  (+/- 180 meters Scaled)
 DP0056
 DP0056                          SUPERSEDED SURVEY CONTROL
 DP0056
 DP0056  NGVD 29 (??/??/92)  509.258  (m)         1670.79   (f) ADJ UNCH    2 0
 DP0056
 DP0056.Superseded values are not recommended for survey control.
 DP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0056.See file dsdata.txt to determine how the superseded data were derived.
 DP0056
 DP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB956669(NAD 83)
 DP0056_MARKER: DB = BENCH MARK DISK
 DP0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0056_STAMPING: Y 475 1935
 DP0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0056+STABILITY: SURFACE MOTION
 DP0056
 DP0056  HISTORY     - Date     Condition        Report By
 DP0056  HISTORY     - 1935     MONUMENTED       CGS
 DP0056  HISTORY     - 1958     GOOD             NGS
 DP0056
 DP0056                          STATION DESCRIPTION
 DP0056
 DP0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0056'6.6 MI E FROM ASPERMONT.
 DP0056'6.6 MILES EAST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION AT
 DP0056'ASPERMONT, STONEWALL COUNTY, 3.7 MILES WEST OF OLD GLORY, 9-1/2 POLES
 DP0056'EAST OF MILEPOST B 138, IN THE NORTHWEST CORNER OF A ROAD CROSSING, 44
 DP0056'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTHEAST OF A
 DP0056'FENCE CORNER.  A STANDARD DISK, STAMPED Y 475 1935 AND SET IN THE TOP
 DP0056'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0026 ***********************************************************************
 CB0026  DESIGNATION -  Y 476
 CB0026  PID         -  CB0026
 CB0026  STATE/COUNTY-  TX/TOM GREEN
 CB0026  USGS QUAD   -  TENNYSON (1984)
 CB0026
 CB0026                         *CURRENT SURVEY CONTROL
 CB0026  ___________________________________________________________________
 CB0026* NAD 83(1986)-  31 37 50.     (N)    100 20 48.     (W)     SCALED    
 CB0026* NAVD 88     -       608.718  (meters)    1997.10   (feet)  ADJUSTED  
 CB0026  ___________________________________________________________________
 CB0026  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CB0026  DYNAMIC HT  -         607.895 (meters)    1994.40  (feet)  COMP
 CB0026  MODELED GRAV-     979,267.1   (mgal)                       NAVD 88
 CB0026
 CB0026  VERT ORDER  -  SECOND    CLASS 0
 CB0026
 CB0026.The horizontal coordinates were scaled from a topographic map and have
 CB0026.an estimated accuracy of +/- 6 seconds.
 CB0026
 CB0026.The orthometric height was determined by differential leveling
 CB0026.and adjusted by the National Geodetic Survey in June 1991..
 CB0026
 CB0026.The geoid height was determined by GEOID03.
 CB0026
 CB0026.The dynamic height is computed by dividing the NAVD 88
 CB0026.geopotential number by the normal gravity value computed on the
 CB0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0026.degrees latitude (g = 980.6199 gals.).
 CB0026
 CB0026.The modeled gravity was interpolated from observed gravity values.
 CB0026
 CB0026;                    North         East    Units  Estimated Accuracy
 CB0026;SPC TX C     - 3,217,710.      698,740.      MT  (+/- 180 meters Scaled)
 CB0026
 CB0026                          SUPERSEDED SURVEY CONTROL
 CB0026
 CB0026  NGVD 29 (??/??/92)  608.534  (m)         1996.50   (f) ADJ UNCH    2 0
 CB0026
 CB0026.Superseded values are not recommended for survey control.
 CB0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0026.See file dsdata.txt to determine how the superseded data were derived.
 CB0026
 CB0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA722002(NAD 83)
 CB0026_MARKER: DB = BENCH MARK DISK
 CB0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0026_STAMPING: 1996.499 Y 476 1935
 CB0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0026+STABILITY: SURFACE MOTION
 CB0026
 CB0026  HISTORY     - Date     Condition        Report By
 CB0026  HISTORY     - 1935     MONUMENTED       CGS
 CB0026  HISTORY     - 1947     GOOD             NGS
 CB0026
 CB0026                          STATION DESCRIPTION
 CB0026
 CB0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CB0026'14.0 MI N FROM SAN ANGELO.
 CB0026'14.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0026'COUNTY COURTHOUSE AT SAN ANGELO, TOM GREEN COUNTY, 2 MILES SOUTH OF
 CB0026'THE STATION AT WOOLAND, 80 FEET EAST OF MILEPOST 704, 44 FEET EAST OF
 CB0026'THE CENTERLINE OF THE TRACK, 1 FOOT WEST OF THE FENCE AND ABOUT 3 FEET
 CB0026'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 1996.499 Y 476 1935
 CB0026'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0677 ***********************************************************************
 CA0677  DESIGNATION -  Y 477
 CA0677  PID         -  CA0677
 CA0677  STATE/COUNTY-  TX/RUNNELS
 CA0677  USGS QUAD   -  BUFFALO BLUFF (1987)
 CA0677
 CA0677                         *CURRENT SURVEY CONTROL
 CA0677  ___________________________________________________________________
 CA0677* NAD 83(1986)-  31 44 59.     (N)    099 52 16.     (W)     SCALED    
 CA0677* NAVD 88     -       528.800  (meters)    1734.90   (feet)  ADJUSTED  
 CA0677  ___________________________________________________________________
 CA0677  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 CA0677  DYNAMIC HT  -         528.102 (meters)    1732.61  (feet)  COMP
 CA0677  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 CA0677
 CA0677  VERT ORDER  -  SECOND    CLASS 0
 CA0677
 CA0677.The horizontal coordinates were scaled from a topographic map and have
 CA0677.an estimated accuracy of +/- 6 seconds.
 CA0677
 CA0677.The orthometric height was determined by differential leveling
 CA0677.and adjusted by the National Geodetic Survey in June 1991..
 CA0677
 CA0677.The geoid height was determined by GEOID03.
 CA0677
 CA0677.The dynamic height is computed by dividing the NAVD 88
 CA0677.geopotential number by the normal gravity value computed on the
 CA0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0677.degrees latitude (g = 980.6199 gals.).
 CA0677
 CA0677.The modeled gravity was interpolated from observed gravity values.
 CA0677
 CA0677;                    North         East    Units  Estimated Accuracy
 CA0677;SPC TX C     - 3,231,020.      743,790.      MT  (+/- 180 meters Scaled)
 CA0677
 CA0677                          SUPERSEDED SURVEY CONTROL
 CA0677
 CA0677  NGVD 29 (??/??/92)  528.687  (m)         1734.53   (f) ADJ UNCH    2 0
 CA0677
 CA0677.Superseded values are not recommended for survey control.
 CA0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0677.See file dsdata.txt to determine how the superseded data were derived.
 CA0677
 CA0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA174130(NAD 83)
 CA0677_MARKER: DB = BENCH MARK DISK
 CA0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0677_STAMPING: 1734.390 Y 477 1935
 CA0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0677+STABILITY: SURFACE MOTION
 CA0677
 CA0677  HISTORY     - Date     Condition        Report By
 CA0677  HISTORY     - 1935     MONUMENTED       CGS
 CA0677  HISTORY     - 1940     GOOD             NGS
 CA0677
 CA0677                          STATION DESCRIPTION
 CA0677
 CA0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0677'4.8 MI E FROM BALLINGER.
 CA0677'4.8 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0677'STATION AT BALLINGER, RUNNELS COUNTY, 3-1/2 POLES WEST OF MILEPOST 32,
 CA0677'AT A ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 48
 CA0677'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTHWEST OF A
 CA0677'FENCE CORNER.  A STANDARD DISK, STAMPED Y 477 1935 AND SET IN THE TOP
 CA0677'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0311 ***********************************************************************
 CS0311  DESIGNATION -  Y 478
 CS0311  PID         -  CS0311
 CS0311  STATE/COUNTY-  TX/KAUFMAN
 CS0311  USGS QUAD   -  ELMO (1981)
 CS0311
 CS0311                         *CURRENT SURVEY CONTROL
 CS0311  ___________________________________________________________________
 CS0311* NAD 83(1986)-  32 40 45.     (N)    096 09 33.     (W)     SCALED    
 CS0311* NAVD 88     -       141.331  (meters)     463.68   (feet)  ADJUSTED  
 CS0311  ___________________________________________________________________
 CS0311  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0311  DYNAMIC HT  -         141.172 (meters)     463.16  (feet)  COMP
 CS0311  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 CS0311
 CS0311  VERT ORDER  -  SECOND    CLASS 0
 CS0311
 CS0311.The horizontal coordinates were scaled from a topographic map and have
 CS0311.an estimated accuracy of +/- 6 seconds.
 CS0311
 CS0311.The orthometric height was determined by differential leveling
 CS0311.and adjusted by the National Geodetic Survey in June 1991..
 CS0311
 CS0311.The geoid height was determined by GEOID03.
 CS0311
 CS0311.The dynamic height is computed by dividing the NAVD 88
 CS0311.geopotential number by the normal gravity value computed on the
 CS0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0311.degrees latitude (g = 980.6199 gals.).
 CS0311
 CS0311.The modeled gravity was interpolated from observed gravity values.
 CS0311
 CS0311;                    North         East    Units  Estimated Accuracy
 CS0311;SPC TXNC     - 2,114,720.      819,510.      MT  (+/- 180 meters Scaled)
 CS0311
 CS0311                          SUPERSEDED SURVEY CONTROL
 CS0311
 CS0311  NGVD 29 (??/??/92)  141.343  (m)          463.72   (f) ADJ UNCH    2 0
 CS0311
 CS0311.Superseded values are not recommended for survey control.
 CS0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0311.See file dsdata.txt to determine how the superseded data were derived.
 CS0311
 CS0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB663192(NAD 83)
 CS0311_MARKER: DB = BENCH MARK DISK
 CS0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0311_STAMPING: Y 478 1948
 CS0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0311+STABILITY: SURFACE MOTION
 CS0311
 CS0311  HISTORY     - Date     Condition        Report By
 CS0311  HISTORY     - 1948     MONUMENTED       CGS
 CS0311
 CS0311                          STATION DESCRIPTION
 CS0311
 CS0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0311'4.15 MI NW FROM HIRAM.
 CS0311'4.15 MILES NORTHWEST ALONG THE TERRELL-HIRAM ROAD FROM THE LOCUST
 CS0311'GROVE CHURCH AT HIRAM, 0.95 MILE SOUTHEAST OF BENCH MARK X 478, 0.15
 CS0311'MILE SOUTHEAST OF A JUNCTION WITH A ROAD LEADING NORTHEAST, 78.0 FEET
 CS0311'NORTHEAST OF A WELL PUMP, 56.0 FEET SOUTHWEST OF THE CENTER LINE OF
 CS0311'THE ROAD, 40.1 FEET EAST OF THE EAST CORNER (MEASURED FROM CORNER OF A
 CS0311'PORCH) OF THE E. CURRY FARMHOUSE, 2.0 FEET NORTHWEST OF A FENCE ALONG
 CS0311'THE NORTHWEST SIDE OF A GARDEN, 2.3 FEET SOUTHEAST OF A REFERENCE
 CS0311'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 CS0311'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0256 ***********************************************************************
 CS0256  DESIGNATION -  Y 479
 CS0256  PID         -  CS0256
 CS0256  STATE/COUNTY-  TX/VAN ZANDT
 CS0256  USGS QUAD   -  WILLS POINT (1981)
 CS0256
 CS0256                         *CURRENT SURVEY CONTROL
 CS0256  ___________________________________________________________________
 CS0256* NAD 83(1986)-  32 41 16.     (N)    096 01 37.     (W)     SCALED    
 CS0256* NAVD 88     -       149.293  (meters)     489.81   (feet)  ADJUSTED  
 CS0256  ___________________________________________________________________
 CS0256  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0256  DYNAMIC HT  -         149.125 (meters)     489.25  (feet)  COMP
 CS0256  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 CS0256
 CS0256  VERT ORDER  -  SECOND    CLASS 0
 CS0256
 CS0256.The horizontal coordinates were scaled from a topographic map and have
 CS0256.an estimated accuracy of +/- 6 seconds.
 CS0256
 CS0256.The orthometric height was determined by differential leveling
 CS0256.and adjusted by the National Geodetic Survey in June 1991..
 CS0256
 CS0256.The geoid height was determined by GEOID03.
 CS0256
 CS0256.The dynamic height is computed by dividing the NAVD 88
 CS0256.geopotential number by the normal gravity value computed on the
 CS0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0256.degrees latitude (g = 980.6199 gals.).
 CS0256
 CS0256.The modeled gravity was interpolated from observed gravity values.
 CS0256
 CS0256;                    North         East    Units  Estimated Accuracy
 CS0256;SPC TXNC     - 2,115,960.      831,880.      MT  (+/- 180 meters Scaled)
 CS0256
 CS0256                          SUPERSEDED SURVEY CONTROL
 CS0256
 CS0256  NGVD 29 (??/??/92)  149.303  (m)          489.84   (f) ADJ UNCH    2 0
 CS0256
 CS0256.Superseded values are not recommended for survey control.
 CS0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0256.See file dsdata.txt to determine how the superseded data were derived.
 CS0256
 CS0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB787205(NAD 83)
 CS0256_MARKER: DB = BENCH MARK DISK
 CS0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0256_STAMPING: Y 479 1948
 CS0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0256+STABILITY: SURFACE MOTION
 CS0256
 CS0256  HISTORY     - Date     Condition        Report By
 CS0256  HISTORY     - 1948     MONUMENTED       CGS
 CS0256  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 CS0256
 CS0256                          STATION DESCRIPTION
 CS0256
 CS0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0256'1.8 MI SW FROM WILLS POINT.
 CS0256'1.8 MILES SOUTHWEST ALONG FARM ROAD 47 FROM THE TEXAS AND PACIFIC
 CS0256'RAILWAY STATION AT WILLS POINT, 0.15 MILE SOUTH OF A FARMHOUSE, 255
 CS0256'YARDS (PACED) NORTH OF A 6-FOOT BY 6-FOOT CONCRETE BOX CULVERT, 30
 CS0256'YARDS (PACED) NORTHWEST OF THE NORTHWEST END OF A STOCK POND DAM, 42.0
 CS0256'FEET EAST OF THE CENTER LINE OF THE ROAD, 24.5 FEET SOUTH OF A FENCE
 CS0256'CORNER, 1.6 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A REFERENCE POST,
 CS0256'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CS0256'GROUND.
 CS0256
 CS0256                          STATION RECOVERY (1995)
 CS0256
 CS0256'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0161 ***********************************************************************
 AB0161  DESIGNATION -  Y 48
 AB0161  PID         -  AB0161
 AB0161  STATE/COUNTY-  TX/CAMERON
 AB0161  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0161
 AB0161                         *CURRENT SURVEY CONTROL
 AB0161  ___________________________________________________________________
 AB0161* NAD 83(1986)-  25 53 31.     (N)    097 30 18.     (W)     SCALED    
 AB0161* NAVD 88     -        12.969  (meters)      42.55   (feet)  ADJUSTED  
 AB0161  ___________________________________________________________________
 AB0161  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AB0161  DYNAMIC HT  -          12.948 (meters)      42.48  (feet)  COMP
 AB0161  MODELED GRAV-     979,026.1   (mgal)                       NAVD 88
 AB0161
 AB0161  VERT ORDER  -  FIRST     CLASS II
 AB0161
 AB0161.The horizontal coordinates were scaled from a topographic map and have
 AB0161.an estimated accuracy of +/- 6 seconds.
 AB0161
 AB0161.The orthometric height was determined by differential leveling
 AB0161.and adjusted by the National Geodetic Survey in June 1991..
 AB0161.WARNING-Repeat measurements at this control monument indicate possible
 AB0161.vertical movement.
 AB0161
 AB0161.The geoid height was determined by GEOID03.
 AB0161
 AB0161.The dynamic height is computed by dividing the NAVD 88
 AB0161.geopotential number by the normal gravity value computed on the
 AB0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0161.degrees latitude (g = 980.6199 gals.).
 AB0161
 AB0161.The modeled gravity was interpolated from observed gravity values.
 AB0161
 AB0161;                    North         East    Units  Estimated Accuracy
 AB0161;SPC TX S     - 5,025,350.      399,720.      MT  (+/- 180 meters Scaled)
 AB0161
 AB0161                          SUPERSEDED SURVEY CONTROL
 AB0161
 AB0161  NGVD 29 (??/??/92)   13.05   (m)           42.8    (f) COMPUTED    1 2
 AB0161
 AB0161.Superseded values are not recommended for survey control.
 AB0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0161.See file dsdata.txt to determine how the superseded data were derived.
 AB0161
 AB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP497645(NAD 83)
 AB0161_MARKER: DB = BENCH MARK DISK
 AB0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0161_SP_SET: PIER
 AB0161_STAMPING: Y 48 1918 ELEV 42.716
 AB0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0161
 AB0161  HISTORY     - Date     Condition        Report By
 AB0161  HISTORY     - 1918     MONUMENTED       CGS
 AB0161  HISTORY     - 1951     GOOD             NGS
 AB0161  HISTORY     - 19910302 GOOD             USPSQD
 AB0161
 AB0161                          STATION DESCRIPTION
 AB0161
 AB0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0161'IN BROWNSVILLE.
 AB0161'AT BROWNSVILLE, AT THE OLD BRIDGE OVER THE RIO GRANDE RIVER, 154 FEET
 AB0161'SOUTHEAST OF THE SOUTHEAST CORNER OF THE U.S. CUSTOMS OFFICE, 12 FEET
 AB0161'SOUTHWEST OF THE CENTER LINE OF THE BRIDGE, 7 FEET BELOW THE LEVEL OF
 AB0161'THE BRIDGE FLOOR, SET IN THE TOP OF THE SOUTHWEST END OF THE 2ND
 AB0161'CONCRETE PIER SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE.
 AB0161
 AB0161                          STATION RECOVERY (1991)
 AB0161
 AB0161'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0162 ***********************************************************************
 AB0162  DESIGNATION -  Y 48 RESET 1953
 AB0162  PID         -  AB0162
 AB0162  STATE/COUNTY-  TX/CAMERON
 AB0162  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0162
 AB0162                         *CURRENT SURVEY CONTROL
 AB0162  ___________________________________________________________________
 AB0162* NAD 83(1986)-  25 53 31.     (N)    097 30 18.     (W)     SCALED    
 AB0162* NAVD 88     -        12.95   (+/-2cm)      42.5    (feet)  VERTCON   
 AB0162  ___________________________________________________________________
 AB0162  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AB0162
 AB0162  VERT ORDER  -  THIRD (See Below)
 AB0162
 AB0162.The horizontal coordinates were scaled from a topographic map and have
 AB0162.an estimated accuracy of +/- 6 seconds.
 AB0162
 AB0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0162.The vertical order pertains to the NGVD 29 superseded value.
 AB0162
 AB0162.The geoid height was determined by GEOID03.
 AB0162
 AB0162;                    North         East    Units  Estimated Accuracy
 AB0162;SPC TX S     - 5,025,350.      399,720.      MT  (+/- 180 meters Scaled)
 AB0162
 AB0162                          SUPERSEDED SURVEY CONTROL
 AB0162
 AB0162  NGVD 29 (??/??/??)   13.04   (m)           42.8    (f) RESET       3  
 AB0162
 AB0162.Superseded values are not recommended for survey control.
 AB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0162.See file dsdata.txt to determine how the superseded data were derived.
 AB0162
 AB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP497645(NAD 83)
 AB0162_MARKER: DB = BENCH MARK DISK
 AB0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0162_SP_SET: BRIDGE
 AB0162_STAMPING: Y 48 RESET 1953
 AB0162_MARK LOGO: CGS   
 AB0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0162
 AB0162  HISTORY     - Date     Condition        Report By
 AB0162  HISTORY     - 1953     MONUMENTED       SPRR
 AB0162  HISTORY     - 1981     GOOD             NGS
 AB0162  HISTORY     - 1988     GOOD             USPSQD
 AB0162  HISTORY     - 19910302 GOOD             USPSQD
 AB0162
 AB0162                          STATION DESCRIPTION
 AB0162
 AB0162'DESCRIBED BY SOUTHERN PACIFIC RAILROAD 1953
 AB0162'IN BROWNSVILLE.
 AB0162'AT BROWNSVILLE, CAMERON COUNTY, AT THE OLD BRIDGE OVER RIO GRANDE, 285
 AB0162'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE U. S. CUSTOMS OFFICE, 14
 AB0162'FEET SOUTHWEST OF THE CENTERLINE OF THE BRIDGE, AT THE SECOND CONCRETE
 AB0162'PIER SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE, IN THE TOP OF THE
 AB0162'SOUTHWEST END, AND 7 FEET LOWER THAN THE BRIDGE FLOOR.
 AB0162
 AB0162                          STATION RECOVERY (1981)
 AB0162
 AB0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0162'RECOVERED IN GOOD CONDITION.
 AB0162
 AB0162                          STATION RECOVERY (1988)
 AB0162
 AB0162'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0162'RECOVERED IN GOOD CONDITION.
 AB0162
 AB0162                          STATION RECOVERY (1991)
 AB0162
 AB0162'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0996 ***********************************************************************
 CR0996  DESIGNATION -  Y 480 RESET 1955
 CR0996  PID         -  CR0996
 CR0996  STATE/COUNTY-  TX/VAN ZANDT
 CR0996  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0996
 CR0996                         *CURRENT SURVEY CONTROL
 CR0996  ___________________________________________________________________
 CR0996* NAD 83(1986)-  32 37 05.     (N)    095 56 18.     (W)     SCALED    
 CR0996* NAVD 88     -       157.85   (+/-2cm)     517.9    (feet)  VERTCON   
 CR0996  ___________________________________________________________________
 CR0996  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CR0996
 CR0996  VERT ORDER  -  THIRD (See Below)
 CR0996
 CR0996.The horizontal coordinates were scaled from a topographic map and have
 CR0996.an estimated accuracy of +/- 6 seconds.
 CR0996
 CR0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0996.The vertical order pertains to the NGVD 29 superseded value.
 CR0996
 CR0996.The geoid height was determined by GEOID03.
 CR0996
 CR0996;                    North         East    Units  Estimated Accuracy
 CR0996;SPC TXNC     - 2,108,430.      840,380.      MT  (+/- 180 meters Scaled)
 CR0996
 CR0996                          SUPERSEDED SURVEY CONTROL
 CR0996
 CR0996  NGVD 29 (??/??/??)  157.86   (m)          517.9    (f) RESET       3  
 CR0996
 CR0996.Superseded values are not recommended for survey control.
 CR0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0996.See file dsdata.txt to determine how the superseded data were derived.
 CR0996
 CR0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS242127(NAD 83)
 CR0996_MARKER: DB = BENCH MARK DISK
 CR0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0996_STAMPING: Y 480 RESET 1955
 CR0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0996+STABILITY: SURFACE MOTION
 CR0996
 CR0996  HISTORY     - Date     Condition        Report By
 CR0996  HISTORY     - 1955     MONUMENTED       CGS
 CR0996  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR0996  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 CR0996
 CR0996                          STATION DESCRIPTION
 CR0996
 CR0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR0996'0.9 MI NW FROM MYRTLE SPRINGS.
 CR0996'ABOUT 0.9 MILE NORTHWEST ALONG HILGHWAY NO. 64 FROM THE CROSSROADS IN
 CR0996'MYRTLE SPRINGS, 65 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1
 CR0996'FOOT SOUTH OF THE SOUTH FENCE LINE OF THE FRONT YARD OF A SMALL FARM
 CR0996'HOUSE.  IT IS ABOUT 65 FEET SOUTHEAST OF THE HOUSE.  A STANDARD DISK
 CR0996'STAMPED Y 480 RESET 1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS
 CR0996'ABOUT 1 INCH.
 CR0996
 CR0996                          STATION RECOVERY (1993)
 CR0996
 CR0996'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0996'MARK NOT FOUND.
 CR0996
 CR0996                          STATION RECOVERY (1995)
 CR0996
 CR0996'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0007 ***********************************************************************
 AZ0007  DESIGNATION -  Y 481
 AZ0007  PID         -  AZ0007
 AZ0007  STATE/COUNTY-  TX/EDWARDS
 AZ0007  USGS QUAD   -  CUB LAKE (1971)
 AZ0007
 AZ0007                         *CURRENT SURVEY CONTROL
 AZ0007  ___________________________________________________________________
 AZ0007* NAD 83(1986)-  29 59 32.     (N)    100 11 37.     (W)     SCALED    
 AZ0007* NAVD 88     -       729.331  (meters)    2392.81   (feet)  ADJUSTED  
 AZ0007  ___________________________________________________________________
 AZ0007  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AZ0007  DYNAMIC HT  -         728.245 (meters)    2389.25  (feet)  COMP
 AZ0007  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 AZ0007
 AZ0007  VERT ORDER  -  SECOND    CLASS 0
 AZ0007
 AZ0007.The horizontal coordinates were scaled from a topographic map and have
 AZ0007.an estimated accuracy of +/- 6 seconds.
 AZ0007
 AZ0007.The orthometric height was determined by differential leveling
 AZ0007.and adjusted by the National Geodetic Survey in June 1991..
 AZ0007
 AZ0007.The geoid height was determined by GEOID03.
 AZ0007
 AZ0007.The dynamic height is computed by dividing the NAVD 88
 AZ0007.geopotential number by the normal gravity value computed on the
 AZ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0007.degrees latitude (g = 980.6199 gals.).
 AZ0007
 AZ0007.The modeled gravity was interpolated from observed gravity values.
 AZ0007
 AZ0007;                    North         East    Units  Estimated Accuracy
 AZ0007;SPC TXSC     - 4,239,860.      484,830.      MT  (+/- 180 meters Scaled)
 AZ0007
 AZ0007                          SUPERSEDED SURVEY CONTROL
 AZ0007
 AZ0007  NGVD 29 (??/??/92)  729.260  (m)         2392.58   (f) ADJ UNCH    2 0
 AZ0007
 AZ0007.Superseded values are not recommended for survey control.
 AZ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0007.See file dsdata.txt to determine how the superseded data were derived.
 AZ0007
 AZ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU848185(NAD 83)
 AZ0007_MARKER: DB = BENCH MARK DISK
 AZ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0007_STAMPING: Y 481 1935
 AZ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0007+STABILITY: SURFACE MOTION
 AZ0007
 AZ0007  HISTORY     - Date     Condition        Report By
 AZ0007  HISTORY     - 1935     MONUMENTED       CGS
 AZ0007  HISTORY     - 1940     GOOD             NGS
 AZ0007  HISTORY     - 1971     POOR             USGS
 AZ0007
 AZ0007                          STATION DESCRIPTION
 AZ0007
 AZ0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0007'2.0 MI SE FROM ROCKSPRINGS.
 AZ0007'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0007'AT ROCKSPRINGS, EDWARDS COUNTY, 0.4 MILE SOUTH OF THE JUNCTION OF A
 AZ0007'ROAD LEADING EAST, 0.2 MILE NORTH OF A HOUSE EAST OF THE HIGHWAY, 52
 AZ0007'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST OF THE
 AZ0007'FENCE.  A STANDARD DISK, STAMPED Y 481 1935 AND SET IN THE TOP OF A
 AZ0007'CONCRETE POST.
 AZ0007
 AZ0007                          STATION RECOVERY (1971)
 AZ0007
 AZ0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AZ0007'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0626 ***********************************************************************
 CR0626  DESIGNATION -  Y 482
 CR0626  PID         -  CR0626
 CR0626  STATE/COUNTY-  TX/HENDERSON
 CR0626  USGS QUAD   -  STOCKARD (1984)
 CR0626
 CR0626                         *CURRENT SURVEY CONTROL
 CR0626  ___________________________________________________________________
 CR0626* NAD 83(1986)-  32 19 22.     (N)    095 55 37.     (W)     SCALED    
 CR0626* NAVD 88     -       148.071  (meters)     485.80   (feet)  ADJUSTED  
 CR0626  ___________________________________________________________________
 CR0626  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0626  DYNAMIC HT  -         147.899 (meters)     485.23  (feet)  COMP
 CR0626  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 CR0626
 CR0626  VERT ORDER  -  SECOND    CLASS 0
 CR0626
 CR0626.The horizontal coordinates were scaled from a topographic map and have
 CR0626.an estimated accuracy of +/- 6 seconds.
 CR0626
 CR0626.The orthometric height was determined by differential leveling
 CR0626.and adjusted by the National Geodetic Survey in June 1991..
 CR0626
 CR0626.The geoid height was determined by GEOID03.
 CR0626
 CR0626.The dynamic height is computed by dividing the NAVD 88
 CR0626.geopotential number by the normal gravity value computed on the
 CR0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0626.degrees latitude (g = 980.6199 gals.).
 CR0626
 CR0626.The modeled gravity was interpolated from observed gravity values.
 CR0626
 CR0626;                    North         East    Units  Estimated Accuracy
 CR0626;SPC TXNC     - 2,075,720.      842,250.      MT  (+/- 180 meters Scaled)
 CR0626
 CR0626                          SUPERSEDED SURVEY CONTROL
 CR0626
 CR0626  NGVD 29 (??/??/92)  148.078  (m)          485.82   (f) ADJ UNCH    2 0
 CR0626
 CR0626.Superseded values are not recommended for survey control.
 CR0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0626.See file dsdata.txt to determine how the superseded data were derived.
 CR0626
 CR0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR244799(NAD 83)
 CR0626_MARKER: DB = BENCH MARK DISK
 CR0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0626_STAMPING: Y 482 1948
 CR0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0626+STABILITY: SURFACE MOTION
 CR0626
 CR0626  HISTORY     - Date     Condition        Report By
 CR0626  HISTORY     - 1948     MONUMENTED       CGS
 CR0626
 CR0626                          STATION DESCRIPTION
 CR0626
 CR0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0626'8.05 MI SE FROM EUSTACE.
 CR0626'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0626'AT EUSTACE, THENCE 2.75 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 1.1
 CR0626'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A
 CR0626'GRADED DIRT ROAD, 0.15 MILE EAST OF A JUNCTION WITH A PRIVATE ROAD
 CR0626'LEADING SOUTH, 179.0 FEET NORTHWEST OF A POWER LINE JUNCTION POLE,
 CR0626'129.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.8 FEET EAST OF THE
 CR0626'SOUTHEAST CORNER OF COTTONWOOD BAPTIST CHURCH, AND SET IN THE TOP OF A
 CR0626'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1053 ***********************************************************************
 BY1053  DESIGNATION -  Y 483
 BY1053  PID         -  BY1053
 BY1053  STATE/COUNTY-  TX/NACOGDOCHES
 BY1053  USGS QUAD   -  PLATT (1980)
 BY1053
 BY1053                         *CURRENT SURVEY CONTROL
 BY1053  ___________________________________________________________________
 BY1053* NAD 83(1986)-  31 27 55.     (N)    094 35 59.     (W)     SCALED    
 BY1053* NAVD 88     -        55.87   (+/-2cm)     183.3    (feet)  VERTCON   
 BY1053  ___________________________________________________________________
 BY1053  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY1053
 BY1053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1053
 BY1053.The horizontal coordinates were scaled from a topographic map and have
 BY1053.an estimated accuracy of +/- 6 seconds.
 BY1053
 BY1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1053.The vertical order pertains to the NGVD 29 superseded value.
 BY1053
 BY1053.The geoid height was determined by GEOID03.
 BY1053
 BY1053;                    North         East    Units  Estimated Accuracy
 BY1053;SPC TX C     - 3,213,430.    1,244,620.      MT  (+/- 180 meters Scaled)
 BY1053
 BY1053                          SUPERSEDED SURVEY CONTROL
 BY1053
 BY1053  NGVD 29 (??/??/92)   55.937  (m)          183.52   (f) ADJ UNCH    2 0
 BY1053
 BY1053.Superseded values are not recommended for survey control.
 BY1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1053.See file dsdata.txt to determine how the superseded data were derived.
 BY1053
 BY1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ480822(NAD 83)
 BY1053_MARKER: DB = BENCH MARK DISK
 BY1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1053_STAMPING: Y 483 1948
 BY1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1053+STABILITY: SURFACE MOTION
 BY1053
 BY1053  HISTORY     - Date     Condition        Report By
 BY1053  HISTORY     - 1948     MONUMENTED       CGS
 BY1053  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1053
 BY1053                          STATION DESCRIPTION
 BY1053
 BY1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1053'2.95 MI S FROM LACYVILLE.
 BY1053'2.95 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1053'CROSSING OF A DIRT ROAD AT LACYVILLE, 13 1/2 POLES SOUTH OF MILEPOST
 BY1053'141, 159 YARDS (PACED) SOUTH OF A CORRUGATED IRON CULVERT, 117.0 FEET
 BY1053'SOUTHEAST OF AND ACROSS THE TRACK FROM THE 13TH POLE SOUTH OF MILEPOST
 BY1053'141, 59.1 FEET EAST OF AND 10.0 FEET LOWER THAN THE EAST RAIL OF THE
 BY1053'TRACK, 3.1 FEET NORTH OF A 11-INCH PINE TREE WITH A TRIANGULAR BLAZE,
 BY1053'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 BY1053'GROUND.
 BY1053
 BY1053                          STATION RECOVERY (1998)
 BY1053
 BY1053'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1042 ***********************************************************************
 BY1042  DESIGNATION -  Y 484
 BY1042  PID         -  BY1042
 BY1042  STATE/COUNTY-  TX/ANGELINA
 BY1042  USGS QUAD   -  HUNTINGTON (1980)
 BY1042
 BY1042                         *CURRENT SURVEY CONTROL
 BY1042  ___________________________________________________________________
 BY1042* NAD 83(1986)-  31 21 53.     (N)    094 37 20.     (W)     SCALED    
 BY1042* NAVD 88     -        95.98   (+/-2cm)     314.9    (feet)  VERTCON   
 BY1042  ___________________________________________________________________
 BY1042  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BY1042
 BY1042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1042
 BY1042.The horizontal coordinates were scaled from a topographic map and have
 BY1042.an estimated accuracy of +/- 6 seconds.
 BY1042
 BY1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1042.The vertical order pertains to the NGVD 29 superseded value.
 BY1042
 BY1042.The geoid height was determined by GEOID03.
 BY1042
 BY1042;                    North         East    Units  Estimated Accuracy
 BY1042;SPC TX C     - 3,202,180.    1,243,060.      MT  (+/- 180 meters Scaled)
 BY1042
 BY1042                          SUPERSEDED SURVEY CONTROL
 BY1042
 BY1042  NGVD 29 (??/??/92)   96.031  (m)          315.06   (f) ADJ UNCH    2 0
 BY1042
 BY1042.Superseded values are not recommended for survey control.
 BY1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1042.See file dsdata.txt to determine how the superseded data were derived.
 BY1042
 BY1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ457711(NAD 83)
 BY1042_MARKER: DB = BENCH MARK DISK
 BY1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1042_STAMPING: Y 484 1949
 BY1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1042+STABILITY: SURFACE MOTION
 BY1042
 BY1042  HISTORY     - Date     Condition        Report By
 BY1042  HISTORY     - 1949     MONUMENTED       CGS
 BY1042  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1042
 BY1042                          STATION DESCRIPTION
 BY1042
 BY1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1042'4.0 MI N FROM HERTY.
 BY1042'3.0 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1042'SOUTHLAND PAPER MILLS WATER TANK AT HERTY, THENCE 1.0 MILE NORTH ALONG
 BY1042'A GRADED DIRT ROAD, AT AN INTERSECTION WITH A TRAIL, 59.0 FEET SOUTH
 BY1042'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 54.0 FEET SOUTHEAST OF
 BY1042'THE CENTER LINE OF THE ROAD, 24.0 FEET EAST OF THE CENTER LINE OF A
 BY1042'TRAIL LEADING SOUTH, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE
 BY1042'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1042
 BY1042                          STATION RECOVERY (1998)
 BY1042
 BY1042'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0148 ***********************************************************************
 BY0148  DESIGNATION -  Y 485
 BY0148  PID         -  BY0148
 BY0148  STATE/COUNTY-  TX/SHELBY
 BY0148  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0148
 BY0148                         *CURRENT SURVEY CONTROL
 BY0148  ___________________________________________________________________
 BY0148* NAD 83(1986)-  31 44 54.     (N)    094 20 30.     (W)     SCALED    
 BY0148* NAVD 88     -        93.20   (+/-2cm)     305.8    (feet)  VERTCON   
 BY0148  ___________________________________________________________________
 BY0148  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY0148
 BY0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0148
 BY0148.The horizontal coordinates were scaled from a topographic map and have
 BY0148.an estimated accuracy of +/- 6 seconds.
 BY0148
 BY0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0148.The vertical order pertains to the NGVD 29 superseded value.
 BY0148
 BY0148.The geoid height was determined by GEOID03.
 BY0148
 BY0148;                    North         East    Units  Estimated Accuracy
 BY0148;SPC TX C     - 3,246,060.    1,267,420.      MT  (+/- 180 meters Scaled)
 BY0148
 BY0148                          SUPERSEDED SURVEY CONTROL
 BY0148
 BY0148  NGVD 29 (??/??/92)   93.217  (m)          305.83   (f) ADJ UNCH    2 0
 BY0148
 BY0148.Superseded values are not recommended for survey control.
 BY0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0148.See file dsdata.txt to determine how the superseded data were derived.
 BY0148
 BY0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR729133(NAD 83)
 BY0148_MARKER: DB = BENCH MARK DISK
 BY0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0148_STAMPING: Y 485 1949
 BY0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0148+STABILITY: SURFACE MOTION
 BY0148
 BY0148  HISTORY     - Date     Condition        Report By
 BY0148  HISTORY     - 1949     MONUMENTED       CGS
 BY0148  HISTORY     - 1979     GOOD             USGS
 BY0148
 BY0148                          STATION DESCRIPTION
 BY0148
 BY0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0148'1.0 MI S FROM ARCADA.
 BY0148'1.0 MILE SOUTH ALONG THE AIKEN-ARCADA ROAD FROM THE MISSIONARY BAPTIST
 BY0148'CHURCH AT ARCADA, 1.1 MILES NORTH OF BENCH MARK X 485, 206.0 FEET
 BY0148'SOUTH OF THE SOUTH END OF A 40-FOOT WOODEN BRIDGE OVER A SMALL CREEK,
 BY0148'67.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 33.0 FEET SOUTH OF
 BY0148'THE CENTER LINE OF A GULLEY, 20.0 FEET EAST OF THE CENTER LINE OF A
 BY0148'PRIVATE ROAD LEADING SOUTH, 5.0 FEET EAST OF A FENCE, 1.5 FEET NORTH
 BY0148'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0148'0.3 FOOT ABOVE THE GROUND.
 BY0148
 BY0148                          STATION RECOVERY (1979)
 BY0148
 BY0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0148'1.1 MILES SOUTH ALONG THE (AIKEN ARACDA ROAD) FROM THE MISSIONARY
 BY0148'BAPTIST CHURCH AT ARACADA , OR 95 MILE NORTH OF BENCH MARK "X 485",
 BY0148'TO A Y-JUNCTION NORTH EAST OF THE OLD AND NEW ROAD BED. NORTH EAST
 BY0148'ALONG THE OLD ROAD BED 185 YARDS (PACED) TO A PRIVATE ROAD LEADING
 BY0148'SOUTH-SOUTHEAST, 66 FEET SOUTH-SOUTHEAST ALONG AND 18 FEET
 BY0148'EAST-NORTHEAST OF THE CENTER LINE OF SAID PRIVATE ROAD, 33 FEET SOUTH
 BY0148'OF THE CENTER LINE OF A GULLY, 5 FEET EAST OF A FENCE, AND SET IN THE
 BY0148'TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0857 ***********************************************************************
 BY0857  DESIGNATION -  Y 486
 BY0857  PID         -  BY0857
 BY0857  STATE/COUNTY-  TX/ANGELINA
 BY0857  USGS QUAD   -  LUFKIN (1980)
 BY0857
 BY0857                         *CURRENT SURVEY CONTROL
 BY0857  ___________________________________________________________________
 BY0857* NAD 83(1986)-  31 15 38.     (N)    094 42 39.     (W)     SCALED    
 BY0857* NAVD 88     -        97.46   (+/-2cm)     319.8    (feet)  VERTCON   
 BY0857  ___________________________________________________________________
 BY0857  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0857
 BY0857  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0857
 BY0857.The horizontal coordinates were scaled from a topographic map and have
 BY0857.an estimated accuracy of +/- 6 seconds.
 BY0857
 BY0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0857.The vertical order pertains to the NGVD 29 superseded value.
 BY0857
 BY0857.The geoid height was determined by GEOID03.
 BY0857
 BY0857;                    North         East    Units  Estimated Accuracy
 BY0857;SPC TX C     - 3,190,220.    1,235,220.      MT  (+/- 180 meters Scaled)
 BY0857
 BY0857                          SUPERSEDED SURVEY CONTROL
 BY0857
 BY0857  NGVD 29 (??/??/92)   97.500  (m)          319.88   (f) ADJ UNCH    2 0
 BY0857
 BY0857.Superseded values are not recommended for survey control.
 BY0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0857.See file dsdata.txt to determine how the superseded data were derived.
 BY0857
 BY0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ371597(NAD 83)
 BY0857_MARKER: DB = BENCH MARK DISK
 BY0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0857_STAMPING: Y 486 1949
 BY0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0857+STABILITY: SURFACE MOTION
 BY0857
 BY0857  HISTORY     - Date     Condition        Report By
 BY0857  HISTORY     - 1949     MONUMENTED       CGS
 BY0857
 BY0857                          STATION DESCRIPTION
 BY0857
 BY0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0857'4.45 MI NE FROM BURKE.
 BY0857'4.45 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0857'ORLEANS RAILROAD STATION AT BURKE, AT A CHURCH AND CEMETERY, ABOUT
 BY0857'450.0 FEET SOUTH OF THE INTERSECTION OF THE DIRT ROAD AND FARM ROAD
 BY0857'58, ABOUT 250 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 51.0
 BY0857'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 2.6 FEET
 BY0857'NORTHEAST OF THE NORTHWEST CORNER POST OF THE CEMETERY, 2.0 FEET WEST
 BY0857'OF A 4X4 REFERENCE POST, 1.6 FEET NORTH OF A FENCE, SET IN THE TOP OF
 BY0857'A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1101 ***********************************************************************
 BY1101  DESIGNATION -  Y 487
 BY1101  PID         -  BY1101
 BY1101  STATE/COUNTY-  TX/NACOGDOCHES
 BY1101  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1101
 BY1101                         *CURRENT SURVEY CONTROL
 BY1101  ___________________________________________________________________
 BY1101* NAD 83(1986)-  31 40 20.     (N)    094 39 48.     (W)     SCALED    
 BY1101* NAVD 88     -       139.15   (+/-2cm)     456.5    (feet)  VERTCON   
 BY1101  ___________________________________________________________________
 BY1101  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1101
 BY1101  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1101
 BY1101.The horizontal coordinates were scaled from a topographic map and have
 BY1101.an estimated accuracy of +/- 6 seconds.
 BY1101
 BY1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1101.The vertical order pertains to the NGVD 29 superseded value.
 BY1101
 BY1101.The geoid height was determined by GEOID03.
 BY1101
 BY1101;                    North         East    Units  Estimated Accuracy
 BY1101;SPC TX C     - 3,236,030.    1,237,410.      MT  (+/- 180 meters Scaled)
 BY1101
 BY1101                          SUPERSEDED SURVEY CONTROL
 BY1101
 BY1101  NGVD 29 (??/??/92)  139.196  (m)          456.68   (f) ADJ UNCH    1 2
 BY1101
 BY1101.Superseded values are not recommended for survey control.
 BY1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1101.See file dsdata.txt to determine how the superseded data were derived.
 BY1101
 BY1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR423053(NAD 83)
 BY1101_MARKER: DB = BENCH MARK DISK
 BY1101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1101_SP_SET: CULVERT
 BY1101_STAMPING: Y 487 1949
 BY1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1101
 BY1101  HISTORY     - Date     Condition        Report By
 BY1101  HISTORY     - 1949     MONUMENTED       CGS
 BY1101  HISTORY     - 1977     GOOD             USGS
 BY1101  HISTORY     - 1979     SEE DESCRIPTION  NGS
 BY1101  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1101
 BY1101                          STATION DESCRIPTION
 BY1101
 BY1101'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY1101'4.8 MI N FROM NACOGDOCHES.
 BY1101'NACOGDOCHES, 4.9 MILES NORTH ALONG U.S. HWY. 59 FROM THE COURTHOUSE,
 BY1101'0.7 MILES NORTH OF AN OVERPASS OVER THE SOUTHERN PACIFIC RAILWAY, 0.2
 BY1101'MILE NORTH OF STONE FORT MOTEL, N E OF A POND, 240 FT. SOUTH OF THE
 BY1101'INTERSECTION OF U.S. HWY. 59 AND RD. LEADING WEST, 60 FT. WEST OF
 BY1101'CENTER LINE OF HWY. 59, 1.0 FT. NORTH OF THE SOUTH END OF AND SET IN
 BY1101'THE TOP OF THE WEST HEADWALL OF A 2-FOOT BY 3-FOOT CONCRETE BOX
 BY1101'CULVERT UNDER THE HWY. A STANDARD DISK STAMPED Y-487-1949 SET FLUSH.
 BY1101
 BY1101                          STATION RECOVERY (1979)
 BY1101
 BY1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1101'NOTE-A DISK STAMPED Y 487 1949 WAS RECOVERED IN THE GENERAL AREA THAT
 BY1101'IS DESCRIBED IN 1949 AS THE LOCATION OF Y 487.  THE DISK APPEARS TO
 BY1101'HAVE BEEN MOVED AND RESET.  NEW MINUS OLD COMPUTATIONS INDICATE THAT
 BY1101'THE MARK IS 2.06 METERS BELOW ITS PREVIOUSLY DETERMINED ELEVATION.
 BY1101'THEREFORE, Y 487 IS CONSIDERED DESTROYED.  A NEW DESCRIPTION FOR THE
 BY1101'RECOVERED MARK FOLLOWS.
 BY1101
 BY1101                          STATION RECOVERY (1998)
 BY1101
 BY1101'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2524 ***********************************************************************
 BY2524  DESIGNATION -  Y 487 RESET
 BY2524  PID         -  BY2524
 BY2524  STATE/COUNTY-  TX/NACOGDOCHES
 BY2524  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2524
 BY2524                         *CURRENT SURVEY CONTROL
 BY2524  ___________________________________________________________________
 BY2524* NAD 83(1986)-  31 40 20.     (N)    094 39 48.     (W)     SCALED    
 BY2524* NAVD 88     -       137.068  (meters)     449.70   (feet)  ADJUSTED  
 BY2524  ___________________________________________________________________
 BY2524  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY2524  DYNAMIC HT  -         136.899 (meters)     449.14  (feet)  COMP
 BY2524  MODELED GRAV-     979,405.9   (mgal)                       NAVD 88
 BY2524
 BY2524  VERT ORDER  -  FIRST     CLASS II
 BY2524
 BY2524.The horizontal coordinates were scaled from a topographic map and have
 BY2524.an estimated accuracy of +/- 6 seconds.
 BY2524
 BY2524.The orthometric height was determined by differential leveling
 BY2524.and adjusted by the National Geodetic Survey in June 1991..
 BY2524
 BY2524.The geoid height was determined by GEOID03.
 BY2524
 BY2524.The dynamic height is computed by dividing the NAVD 88
 BY2524.geopotential number by the normal gravity value computed on the
 BY2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2524.degrees latitude (g = 980.6199 gals.).
 BY2524
 BY2524.The modeled gravity was interpolated from observed gravity values.
 BY2524
 BY2524;                    North         East    Units  Estimated Accuracy
 BY2524;SPC TX C     - 3,236,030.    1,237,410.      MT  (+/- 180 meters Scaled)
 BY2524
 BY2524                          SUPERSEDED SURVEY CONTROL
 BY2524
 BY2524.No superseded survey control is available for this station.
 BY2524
 BY2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR423053(NAD 83)
 BY2524_MARKER: DB = BENCH MARK DISK
 BY2524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BY2524_SP_SET: HEADWALL
 BY2524_STAMPING: Y 487 1949 RESET
 BY2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2524+STABILITY: SURFACE MOTION
 BY2524
 BY2524  HISTORY     - Date     Condition        Report By
 BY2524  HISTORY     - UNK      MONUMENTED       RBNF
 BY2524  HISTORY     - 1979     GOOD             NGS
 BY2524
 BY2524                          STATION DESCRIPTION
 BY2524
 BY2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2524'4.9 MI NORTH FROM NACOGDOCHES.
 BY2524'4.9 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE COURTHOUSE IN
 BY2524'NACOGDOCHES, 0.7 MILE NORTH OF AN OVERPASS OVER THE RAILROAD, 0.2 MILE
 BY2524'NORTH OF STONE FORT COURTS, 1.0 FT. NORTH OF THE SOUTH END OF THE WEST
 BY2524'HEADWALL OF A 1-FT. BY 3-FT. BOX CULVERT UNDER THE HIGHWAY, 74.0 FT.
 BY2524'SOUTH OF A POWERLINE POLE, 62.0 FT. WEST OF THE CENTERLINE OF THE
 BY2524'HIGHWAY, 29.0 FT. SOUTH-SOUTHWEST OF A TELEPHONE CABLE WARNING SIGN,
 BY2524'27.0 FT. NORTH-NORTHWEST OF A TELEPHONE CABLE WARNING SIGN.  NOTE-THIS
 BY2524'MARK APPEARS TO HAVE BEEN RESET IN A NEW HEADWALL SINCE 1949, RESET
 BY2524'STAMPED ON THE DISK AT THIS TIME ALTHOUGH THE DATE THE MARK WAS RESET
 BY2524'IS NOT KNOWN.
 BY2524'THE MARK IS 12 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0511 ***********************************************************************
 BY0511  DESIGNATION -  Y 488
 BY0511  PID         -  BY0511
 BY0511  STATE/COUNTY-  TX/ANGELINA
 BY0511  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0511
 BY0511                         *CURRENT SURVEY CONTROL
 BY0511  ___________________________________________________________________
 BY0511* NAD 83(1986)-  31 16 58.     (N)    094 24 44.     (W)     SCALED    
 BY0511* NAVD 88     -        49.43   (+/-2cm)     162.2    (feet)  VERTCON   
 BY0511  ___________________________________________________________________
 BY0511  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BY0511
 BY0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0511
 BY0511.The horizontal coordinates were scaled from a topographic map and have
 BY0511.an estimated accuracy of +/- 6 seconds.
 BY0511
 BY0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0511.The vertical order pertains to the NGVD 29 superseded value.
 BY0511
 BY0511.The geoid height was determined by GEOID03.
 BY0511
 BY0511;                    North         East    Units  Estimated Accuracy
 BY0511;SPC TX C     - 3,194,160.    1,263,490.      MT  (+/- 180 meters Scaled)
 BY0511
 BY0511                          SUPERSEDED SURVEY CONTROL
 BY0511
 BY0511  NGVD 29 (??/??/92)   49.464  (m)          162.28   (f) ADJ UNCH    2 0
 BY0511
 BY0511.Superseded values are not recommended for survey control.
 BY0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0511.See file dsdata.txt to determine how the superseded data were derived.
 BY0511
 BY0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ655618(NAD 83)
 BY0511_MARKER: DB = BENCH MARK DISK
 BY0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0511_STAMPING: Y 488 1949
 BY0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0511+STABILITY: SURFACE MOTION
 BY0511
 BY0511  HISTORY     - Date     Condition        Report By
 BY0511  HISTORY     - 1949     MONUMENTED       CGS
 BY0511
 BY0511                          STATION DESCRIPTION
 BY0511
 BY0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0511'1.1 MI NE FROM ORA.
 BY0511'1.1 MILES NORTHEAST ALONG A C.C.C. ROAD FROM THE BAPTIST CHURCH AT
 BY0511'ORA, AT AN ABANDONED FARMHOUSE, 266.0 FEET WEST OF AN OLD WOODEN
 BY0511'BRIDGE OVER A SMALL CREEK, 37.0 FEET SOUTH OF THE CENTER LINE OF THE
 BY0511'ROAD, 33.4 FEET NORTH OF THE NORTHWEST CORNER OF THE FARMHOUSE, 13.0
 BY0511'FEET WEST OF A 30-INCH CEDAR TREE, 9.2 FEET SOUTHEAST OF A 30-INCH
 BY0511'WALNUT TREE, 1.6 FEET WEST OF A REFERENCE POST, 1.0 FOOT NORTH OF A
 BY0511'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 BY0511'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0928 ***********************************************************************
 BY0928  DESIGNATION -  Y 489
 BY0928  PID         -  BY0928
 BY0928  STATE/COUNTY-  TX/ANGELINA
 BY0928  USGS QUAD   -  MANNING (1980)
 BY0928
 BY0928                         *CURRENT SURVEY CONTROL
 BY0928  ___________________________________________________________________
 BY0928* NAD 83(1986)-  31 10 06.     (N)    094 32 47.     (W)     SCALED    
 BY0928* NAVD 88     -        68.13   (+/-2cm)     223.5    (feet)  VERTCON   
 BY0928  ___________________________________________________________________
 BY0928  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BY0928
 BY0928  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0928
 BY0928.The horizontal coordinates were scaled from a topographic map and have
 BY0928.an estimated accuracy of +/- 6 seconds.
 BY0928
 BY0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0928.The vertical order pertains to the NGVD 29 superseded value.
 BY0928
 BY0928.The geoid height was determined by GEOID03.
 BY0928
 BY0928;                    North         East    Units  Estimated Accuracy
 BY0928;SPC TX C     - 3,180,810.    1,251,390.      MT  (+/- 180 meters Scaled)
 BY0928
 BY0928                          SUPERSEDED SURVEY CONTROL
 BY0928
 BY0928  NGVD 29 (??/??/92)   68.155  (m)          223.61   (f) ADJ UNCH    2 0
 BY0928
 BY0928.Superseded values are not recommended for survey control.
 BY0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0928.See file dsdata.txt to determine how the superseded data were derived.
 BY0928
 BY0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ526492(NAD 83)
 BY0928_MARKER: DB = BENCH MARK DISK
 BY0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0928_STAMPING: Y 489 1949
 BY0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0928+STABILITY: SURFACE MOTION
 BY0928
 BY0928  HISTORY     - Date     Condition        Report By
 BY0928  HISTORY     - 1949     MONUMENTED       CGS
 BY0928
 BY0928                          STATION DESCRIPTION
 BY0928
 BY0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0928'0.95 MI S FROM SHAWNEE PRAIRIE.
 BY0928'0.95 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0928'SHAWNEE PRAIRIE, 178.0 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE
 BY0928'NORTH CORNER OF THE J. C. KILGORE FARM HOME, 95.6 FEET SOUTHEAST OF
 BY0928'THE CENTER OF A WOODEN GATE AT THE ENTRANCE TO A FIELD, 90.0 FEET
 BY0928'SOUTHEAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTHWEST,
 BY0928'48.0 FEET NORTHEAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.5
 BY0928'FEET NORTHWEST OF A REFERENCE POST, 1.0 FOOT SOUTHWEST OF A FENCE, AND
 BY0928'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 BY0928'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0959 ***********************************************************************
 BZ0959  DESIGNATION -  Y 49
 BZ0959  PID         -  BZ0959
 BZ0959  STATE/COUNTY-  TX/CORYELL
 BZ0959  USGS QUAD   -  FORT HOOD (1995)
 BZ0959
 BZ0959                         *CURRENT SURVEY CONTROL
 BZ0959  ___________________________________________________________________
 BZ0959* NAD 83(1986)-  31 07 43.     (N)    097 49 04.     (W)     SCALED    
 BZ0959* NAVD 88     -       257.435  (meters)     844.60   (feet)  ADJUSTED  
 BZ0959  ___________________________________________________________________
 BZ0959  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BZ0959  DYNAMIC HT  -         257.090 (meters)     843.47  (feet)  COMP
 BZ0959  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 BZ0959
 BZ0959  VERT ORDER  -  FIRST     CLASS II
 BZ0959
 BZ0959.The horizontal coordinates were scaled from a topographic map and have
 BZ0959.an estimated accuracy of +/- 6 seconds.
 BZ0959
 BZ0959.The orthometric height was determined by differential leveling
 BZ0959.and adjusted by the National Geodetic Survey in June 1991..
 BZ0959
 BZ0959.The geoid height was determined by GEOID03.
 BZ0959
 BZ0959.The dynamic height is computed by dividing the NAVD 88
 BZ0959.geopotential number by the normal gravity value computed on the
 BZ0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0959.degrees latitude (g = 980.6199 gals.).
 BZ0959
 BZ0959.The modeled gravity was interpolated from observed gravity values.
 BZ0959
 BZ0959;                    North         East    Units  Estimated Accuracy
 BZ0959;SPC TX C     - 3,164,780.      939,880.      MT  (+/- 180 meters Scaled)
 BZ0959
 BZ0959                          SUPERSEDED SURVEY CONTROL
 BZ0959
 BZ0959  NGVD 29 (??/??/92)  257.353  (m)          844.33   (f) ADJ UNCH    1 2
 BZ0959
 BZ0959.Superseded values are not recommended for survey control.
 BZ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0959.See file dsdata.txt to determine how the superseded data were derived.
 BZ0959
 BZ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV127444(NAD 83)
 BZ0959_MARKER: DB = BENCH MARK DISK
 BZ0959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0959_SP_SET: BRIDGE
 BZ0959_STAMPING: Y 49 1953
 BZ0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0959
 BZ0959  HISTORY     - Date     Condition        Report By
 BZ0959  HISTORY     - 1953     MONUMENTED       CGS
 BZ0959  HISTORY     - 1957     GOOD             DOD
 BZ0959  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0959
 BZ0959                          STATION DESCRIPTION
 BZ0959
 BZ0959'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0959'5.4 MI W FROM KILLEEN.
 BZ0959'IN CORYELL COUNTY, 5.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA
 BZ0959'FE RAILWAY FROM THE STATION AT KILLEEN, BELL COUNTY, 5.2 MILES EAST OF
 BZ0959'THE STATION AT COPPERAS COVE, CORYELL COUNTY, 1-1/2 POLES EAST OF
 BZ0959'MILEPOST 249, AT BRIDGE 248 D, IN THE SOUTHEAST FACE OF THE EAST
 BZ0959'CONCRETE PIER, 5 FEET SOUTH OF THE SOUTH RAIL, 3.6 FEET ABOVE THE
 BZ0959'GROUND, AND SET VERTICALLY.
 BZ0959
 BZ0959                          STATION RECOVERY (1983)
 BZ0959
 BZ0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0485 ***********************************************************************
 BY0485  DESIGNATION -  Y 490
 BY0485  PID         -  BY0485
 BY0485  STATE/COUNTY-  TX/ANGELINA
 BY0485  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0485
 BY0485                         *CURRENT SURVEY CONTROL
 BY0485  ___________________________________________________________________
 BY0485* NAD 83(1986)-  31 20 09.     (N)    094 29 35.     (W)     SCALED    
 BY0485* NAVD 88     -        50.45   (+/-2cm)     165.5    (feet)  VERTCON   
 BY0485  ___________________________________________________________________
 BY0485  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY0485
 BY0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0485
 BY0485.The horizontal coordinates were scaled from a topographic map and have
 BY0485.an estimated accuracy of +/- 6 seconds.
 BY0485
 BY0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0485.The vertical order pertains to the NGVD 29 superseded value.
 BY0485
 BY0485.The geoid height was determined by GEOID03.
 BY0485
 BY0485;                    North         East    Units  Estimated Accuracy
 BY0485;SPC TX C     - 3,199,620.    1,255,500.      MT  (+/- 180 meters Scaled)
 BY0485
 BY0485                          SUPERSEDED SURVEY CONTROL
 BY0485
 BY0485  NGVD 29 (??/??/92)   50.490  (m)          165.65   (f) ADJ UNCH    2 0
 BY0485
 BY0485.Superseded values are not recommended for survey control.
 BY0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0485.See file dsdata.txt to determine how the superseded data were derived.
 BY0485
 BY0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ579677(NAD 83)
 BY0485_MARKER: DB = BENCH MARK DISK
 BY0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0485_STAMPING: Y 490 1949
 BY0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0485+STABILITY: SURFACE MOTION
 BY0485
 BY0485  HISTORY     - Date     Condition        Report By
 BY0485  HISTORY     - 1949     MONUMENTED       CGS
 BY0485
 BY0485                          STATION DESCRIPTION
 BY0485
 BY0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0485'4.50 MI SE FROM EWING.
 BY0485'1.2 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY0485'RAILROAD WATER TANK AT EWING, THENCE 1.95 MILES SOUTH ALONG A DIRT
 BY0485'ROAD, THENCE 1.35 MILES SOUTHEAST ALONG AN ABANDONED C.C.C. ROAD, 0.25
 BY0485'MILE SOUTH OF AN ABANDONED BRIDGE OVER ODELL CREEK, 20.0 FEET
 BY0485'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 18.4 FEET EAST OF AN 18-INCH
 BY0485'GUM TREE, 11.0 FEET SOUTH OF A 16-INCH GUM TREE, 1.5 FEET NORTHEAST OF
 BY0485'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0485'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0592 ***********************************************************************
 BY0592  DESIGNATION -  Y 491
 BY0592  PID         -  BY0592
 BY0592  STATE/COUNTY-  TX/ANGELINA
 BY0592  USGS QUAD   -  ROCKLAND (1984)
 BY0592
 BY0592                         *CURRENT SURVEY CONTROL
 BY0592  ___________________________________________________________________
 BY0592* NAD 83(1986)-  31 05 27.     (N)    094 22 50.     (W)     SCALED    
 BY0592* NAVD 88     -        52.88   (+/-2cm)     173.5    (feet)  VERTCON   
 BY0592  ___________________________________________________________________
 BY0592  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0592
 BY0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0592
 BY0592.The horizontal coordinates were scaled from a topographic map and have
 BY0592.an estimated accuracy of +/- 6 seconds.
 BY0592
 BY0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0592.The vertical order pertains to the NGVD 29 superseded value.
 BY0592
 BY0592.The geoid height was determined by GEOID03.
 BY0592
 BY0592;                    North         East    Units  Estimated Accuracy
 BY0592;SPC TX C     - 3,173,070.    1,267,640.      MT  (+/- 180 meters Scaled)
 BY0592
 BY0592                          SUPERSEDED SURVEY CONTROL
 BY0592
 BY0592  NGVD 29 (??/??/92)   52.898  (m)          173.55   (f) ADJ UNCH    2 0
 BY0592
 BY0592.Superseded values are not recommended for survey control.
 BY0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0592.See file dsdata.txt to determine how the superseded data were derived.
 BY0592
 BY0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ683404(NAD 83)
 BY0592_MARKER: DB = BENCH MARK DISK
 BY0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0592_STAMPING: Y 491 1949
 BY0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0592+STABILITY: SURFACE MOTION
 BY0592
 BY0592  HISTORY     - Date     Condition        Report By
 BY0592  HISTORY     - 1949     MONUMENTED       CGS
 BY0592
 BY0592                          STATION DESCRIPTION
 BY0592
 BY0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0592'9.15 MI SE FROM ZAVALLA.
 BY0592'5.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION WITH STATE
 BY0592'HIGHWAY 63 AT ZAVALLA, THENCE 1.3 MILES EAST ALONG A GRADED DIRT ROAD,
 BY0592'THENCE 0.65 MILE NORTHWEST ALONG A DIRT ROAD, THENCE 2.2 MILES EAST
 BY0592'ALONG FOREST ROAD 302, 0.35 MILE WEST OF A WOODEN BRIDGE OVER CYPRESS
 BY0592'CREEK, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET NORTH OF
 BY0592'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BY0592'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0550 ***********************************************************************
 BY0550  DESIGNATION -  Y 492
 BY0550  PID         -  BY0550
 BY0550  STATE/COUNTY-  TX/ANGELINA
 BY0550  USGS QUAD   -  EBENEZER (1984)
 BY0550
 BY0550                         *CURRENT SURVEY CONTROL
 BY0550  ___________________________________________________________________
 BY0550* NAD 83(1986)-  31 05 16.     (N)    094 12 01.     (W)     SCALED    
 BY0550* NAVD 88     -        95.44   (+/-2cm)     313.1    (feet)  VERTCON   
 BY0550  ___________________________________________________________________
 BY0550  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BY0550
 BY0550  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0550
 BY0550.The horizontal coordinates were scaled from a topographic map and have
 BY0550.an estimated accuracy of +/- 6 seconds.
 BY0550
 BY0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0550.The vertical order pertains to the NGVD 29 superseded value.
 BY0550
 BY0550.The geoid height was determined by GEOID03.
 BY0550
 BY0550;                    North         East    Units  Estimated Accuracy
 BY0550;SPC TX C     - 3,173,660.    1,284,830.      MT  (+/- 180 meters Scaled)
 BY0550
 BY0550                          SUPERSEDED SURVEY CONTROL
 BY0550
 BY0550  NGVD 29 (??/??/92)   95.447  (m)          313.15   (f) ADJ UNCH    2 0
 BY0550
 BY0550.Superseded values are not recommended for survey control.
 BY0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0550.See file dsdata.txt to determine how the superseded data were derived.
 BY0550
 BY0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ855399(NAD 83)
 BY0550_MARKER: DB = BENCH MARK DISK
 BY0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0550_STAMPING: Y 492 1949
 BY0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0550+STABILITY: SURFACE MOTION
 BY0550
 BY0550  HISTORY     - Date     Condition        Report By
 BY0550  HISTORY     - 1949     MONUMENTED       CGS
 BY0550  HISTORY     - 1979     GOOD             USGS
 BY0550
 BY0550                          STATION DESCRIPTION
 BY0550
 BY0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0550'15.7 MI E FROM ZAVALLA.
 BY0550'15.7 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0550'RAILROAD STATION AT ZAVALLA, 131 FEET EAST OF THE CENTER LINE OF THE
 BY0550'HIGHWAY, 34 FEET NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD
 BY0550'LEADING EAST, 34 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STEEL
 BY0550'RAIL CATTLE GUARD, 2 FEET SOUTHEAST OF A WITNESS POST, 1 FOOT
 BY0550'SOUTHWEST OF A FENCE, ON TOP OF A HILL, SET IN THE TOP OF A CONCRETE
 BY0550'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0550
 BY0550                          STATION RECOVERY (1979)
 BY0550
 BY0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0550'15.2 MILES SE ALONG HWY 63 FROM JCT OF HWYS 69 AND 63 AT ZAVALLA,
 BY0550'THENCE 2.1 MILES N ALONG PAVED ROAD, 130 FT E OF CENTERLINE OF PAVED
 BY0550'ROAD, 32 FT N OF CENTERLINE OF A GRADED ROAD LEADING E, ON TOP OF A
 BY0550'HILL, 1.0 MILE W OF BM M-102, SET IN THE TOP OF A CONCRETE POST
 BY0550'PROJECTING 0.6 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0379 ***********************************************************************
 BY0379  DESIGNATION -  Y 493
 BY0379  PID         -  BY0379
 BY0379  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0379  USGS QUAD   -  HARVEY CREEK (1984)
 BY0379
 BY0379                         *CURRENT SURVEY CONTROL
 BY0379  ___________________________________________________________________
 BY0379* NAD 83(1986)-  31 21 08.     (N)    094 14 12.     (W)     SCALED    
 BY0379* NAVD 88     -        92.11   (+/-2cm)     302.2    (feet)  VERTCON   
 BY0379  ___________________________________________________________________
 BY0379  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BY0379
 BY0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0379
 BY0379.The horizontal coordinates were scaled from a topographic map and have
 BY0379.an estimated accuracy of +/- 6 seconds.
 BY0379
 BY0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0379.The vertical order pertains to the NGVD 29 superseded value.
 BY0379
 BY0379.The geoid height was determined by GEOID03.
 BY0379
 BY0379;                    North         East    Units  Estimated Accuracy
 BY0379;SPC TX C     - 3,202,750.    1,279,760.      MT  (+/- 180 meters Scaled)
 BY0379
 BY0379                          SUPERSEDED SURVEY CONTROL
 BY0379
 BY0379  NGVD 29 (??/??/92)   92.138  (m)          302.29   (f) ADJ UNCH    2 0
 BY0379
 BY0379.Superseded values are not recommended for survey control.
 BY0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0379.See file dsdata.txt to determine how the superseded data were derived.
 BY0379
 BY0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ823692(NAD 83)
 BY0379_MARKER: DB = BENCH MARK DISK
 BY0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0379_STAMPING: Y 493 1949
 BY0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0379+STABILITY: SURFACE MOTION
 BY0379
 BY0379  HISTORY     - Date     Condition        Report By
 BY0379  HISTORY     - 1949     MONUMENTED       CGS
 BY0379  HISTORY     - 1968     GOOD             NGS
 BY0379
 BY0379                          STATION DESCRIPTION
 BY0379
 BY0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0379'3.6 MI NE FROM BROADDUS.
 BY0379'ABOUT 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE
 BY0379'AT BROADDUS TO SITE OF BENCH MARK, 68.0 FEET SOUTHEAST OF THE CENTER
 BY0379'LINE OF THE HIGHWAY, 31.0 FEET SOUTH OF A 14-INCH PINE TREE WITH A
 BY0379'TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 0.8 FOOT NORTHWEST OF A WOVEN
 BY0379'WIRE FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 BY0379'ABOVE THE SURFACE OF GROUND.  NOTE-- EXCEPT THE WOODEN WITNESS POST
 BY0379'HAD ROTTED AWAY.  A METAL WITNESS POST WAS SET 6 INCHES NORTHWEST OF
 BY0379'THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0453 ***********************************************************************
 BY0453  DESIGNATION -  Y 494
 BY0453  PID         -  BY0453
 BY0453  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0453  USGS QUAD   -  HARVEY CREEK (1984)
 BY0453
 BY0453                         *CURRENT SURVEY CONTROL
 BY0453  ___________________________________________________________________
 BY0453* NAD 83(1986)-  31 16 19.     (N)    094 07 40.     (W)     SCALED    
 BY0453* NAVD 88     -        57.35   (+/-2cm)     188.2    (feet)  VERTCON   
 BY0453  ___________________________________________________________________
 BY0453  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BY0453
 BY0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0453
 BY0453.The horizontal coordinates were scaled from a topographic map and have
 BY0453.an estimated accuracy of +/- 6 seconds.
 BY0453
 BY0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0453.The vertical order pertains to the NGVD 29 superseded value.
 BY0453
 BY0453.The geoid height was determined by GEOID03.
 BY0453
 BY0453;                    North         East    Units  Estimated Accuracy
 BY0453;SPC TX C     - 3,194,430.    1,290,600.      MT  (+/- 180 meters Scaled)
 BY0453
 BY0453                          SUPERSEDED SURVEY CONTROL
 BY0453
 BY0453  NGVD 29 (??/??/92)   57.372  (m)          188.23   (f) ADJ UNCH    2 0
 BY0453
 BY0453.Superseded values are not recommended for survey control.
 BY0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0453.See file dsdata.txt to determine how the superseded data were derived.
 BY0453
 BY0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ926602(NAD 83)
 BY0453_MARKER: DB = BENCH MARK DISK
 BY0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0453_STAMPING: Y 494 1949
 BY0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0453+STABILITY: SURFACE MOTION
 BY0453
 BY0453  HISTORY     - Date     Condition        Report By
 BY0453  HISTORY     - 1949     MONUMENTED       CGS
 BY0453  HISTORY     - 1952     GOOD             NGS
 BY0453
 BY0453                          STATION DESCRIPTION
 BY0453
 BY0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0453'19.3 MI SW FROM SAN AUGUSTINE.
 BY0453'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0453'SAN AUGUSTINE, THENCE 10.65 MILES SOUTH ALONG FARM ROAD 705, AT THE
 BY0453'FARM HOME OF TOMIE HODGES, AT THE SOUTHWEST CORNER OF THE FRONT YARD,
 BY0453'65 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 64 FEET SOUTHWEST OF
 BY0453'THE SOUTHWEST CORNER OF THE FARMHOUSE, 14 FEET SOUTH OF A POWER POLE,
 BY0453'2.2 FEET NORTH OF A FENCE CORNER, 1 FOOT NORTH OF A WITNESS POST, SET
 BY0453'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BY0453'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0685 ***********************************************************************
 AY0685  DESIGNATION -  Y 495
 AY0685  PID         -  AY0685
 AY0685  STATE/COUNTY-  TX/BEXAR
 AY0685  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0685
 AY0685                         *CURRENT SURVEY CONTROL
 AY0685  ___________________________________________________________________
 AY0685* NAD 83(1986)-  29 27 09.     (N)    098 36 39.     (W)     SCALED    
 AY0685* NAVD 88     -       248.189  (meters)     814.27   (feet)  ADJUSTED  
 AY0685  ___________________________________________________________________
 AY0685  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY0685  DYNAMIC HT  -         247.828 (meters)     813.08  (feet)  COMP
 AY0685  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY0685
 AY0685  VERT ORDER  -  FIRST     CLASS II
 AY0685
 AY0685.The horizontal coordinates were scaled from a topographic map and have
 AY0685.an estimated accuracy of +/- 6 seconds.
 AY0685
 AY0685.The orthometric height was determined by differential leveling
 AY0685.and adjusted by the National Geodetic Survey in June 1991..
 AY0685
 AY0685.The geoid height was determined by GEOID03.
 AY0685
 AY0685.The dynamic height is computed by dividing the NAVD 88
 AY0685.geopotential number by the normal gravity value computed on the
 AY0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0685.degrees latitude (g = 980.6199 gals.).
 AY0685
 AY0685.The modeled gravity was interpolated from observed gravity values.
 AY0685
 AY0685;                    North         East    Units  Estimated Accuracy
 AY0685;SPC TXSC     - 4,179,510.      637,750.      MT  (+/- 180 meters Scaled)
 AY0685
 AY0685                          SUPERSEDED SURVEY CONTROL
 AY0685
 AY0685  NGVD 29 (??/??/92)  248.073  (m)          813.89   (f) ADJ UNCH    1 2
 AY0685
 AY0685.Superseded values are not recommended for survey control.
 AY0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0685.See file dsdata.txt to determine how the superseded data were derived.
 AY0685
 AY0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT377581(NAD 83)
 AY0685_MARKER: DB = BENCH MARK DISK
 AY0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0685_STAMPING: Y 495 1952
 AY0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0685+STABILITY: SURFACE MOTION
 AY0685
 AY0685  HISTORY     - Date     Condition        Report By
 AY0685  HISTORY     - 1952     MONUMENTED       CGS
 AY0685  HISTORY     - 19861001 MARK NOT FOUND   USGS
 AY0685  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0685
 AY0685                          STATION DESCRIPTION
 AY0685
 AY0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0685'IN SAN ANTONIO.
 AY0685'AT SAN ANTONIO, 0.5 MILE NORTHWEST ALONG CULEBRA ROAD FROM ITS
 AY0685'JUNCTION WITH CALLAGHAN ROAD, AT THE ENTRANCE TO THE SOUTHWEST
 AY0685'RESEARCH INSTUTE, 72 FEET SOUTHWEST OF THE CENTER LINE OF CULEBRA
 AY0685'ROAD, 24 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 AY0685'SOUTHWEST TO THE RESEARCH LABORATORY, 10 FEET SOUTH OF THE WEST CORNER
 AY0685'OF A LARGE STONE MONUMENT, 1.6 FEET NORTHWEST OF A FENCE, SET IN THE
 AY0685'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AY0685
 AY0685                          STATION RECOVERY (1986)
 AY0685
 AY0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0685'MARK NOT FOUND.
 AY0685
 AY0685                          STATION RECOVERY (1995)
 AY0685
 AY0685'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0996 ***********************************************************************
 AY0996  DESIGNATION -  Y 496
 AY0996  PID         -  AY0996
 AY0996  STATE/COUNTY-  TX/BEXAR
 AY0996  USGS QUAD   -  CASTLE HILLS (1992)
 AY0996
 AY0996                         *CURRENT SURVEY CONTROL
 AY0996  ___________________________________________________________________
 AY0996* NAD 83(1986)-  29 34 35.     (N)    098 32 44.     (W)     SCALED    
 AY0996* NAVD 88     -       279.815  (meters)     918.03   (feet)  POSTED    
 AY0996  ___________________________________________________________________
 AY0996  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AY0996  DYNAMIC HT  -         279.410 (meters)     916.70  (feet)  COMP
 AY0996  MODELED GRAV-     979,173.6   (mgal)                       NAVD 88
 AY0996
 AY0996  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0996
 AY0996.The horizontal coordinates were scaled from a topographic map and have
 AY0996.an estimated accuracy of +/- 6 seconds.
 AY0996
 AY0996.The orthometric height was determined by differential leveling
 AY0996.and adjusted by the National Geodetic Survey in 1992..
 AY0996.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0996.rate of 0.0 thru 1.0 mm/km.
 AY0996
 AY0996.The geoid height was determined by GEOID03.
 AY0996
 AY0996.The dynamic height is computed by dividing the NAVD 88
 AY0996.geopotential number by the normal gravity value computed on the
 AY0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0996.degrees latitude (g = 980.6199 gals.).
 AY0996
 AY0996.The modeled gravity was interpolated from observed gravity values.
 AY0996
 AY0996;                    North         East    Units  Estimated Accuracy
 AY0996;SPC TXSC     - 4,193,260.      644,030.      MT  (+/- 180 meters Scaled)
 AY0996
 AY0996                          SUPERSEDED SURVEY CONTROL
 AY0996
 AY0996  NGVD 29 (??/??/92)  279.691  (m)          917.62   (f) ADJ UNCH    1 2
 AY0996
 AY0996.Superseded values are not recommended for survey control.
 AY0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0996.See file dsdata.txt to determine how the superseded data were derived.
 AY0996
 AY0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT440719(NAD 83)
 AY0996_MARKER: DB = BENCH MARK DISK
 AY0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0996_SP_SET: CULVERT
 AY0996_STAMPING: Y 496 1952
 AY0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0996
 AY0996  HISTORY     - Date     Condition        Report By
 AY0996  HISTORY     - 1952     MONUMENTED       CGS
 AY0996  HISTORY     - 1989     GOOD             USPSQD
 AY0996  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0996  HISTORY     - 19991117 GOOD             USPSQD
 AY0996
 AY0996                          STATION DESCRIPTION
 AY0996
 AY0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0996'2.7 MI NW FROM SAN ANTONIO.
 AY0996'2.7 MILES NORTHWEST ALONG LOOP 13 FROM ITS INTERSECTION WITH LOCK HILL
 AY0996'SELMA ROAD AT SAN ANTONIO, 115 FEET NORTHWEST OF THE NORTHEAST END OF
 AY0996'A ROCK FENCE LEADING SOUTHWEST, 25 FEET SOUTHWEST OF THE CENTER LINE
 AY0996'OF LOOP 13, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 AY0996'HEADWALL OF A LARGE CONCRETE CULVERT.
 AY0996
 AY0996                          STATION RECOVERY (1989)
 AY0996
 AY0996'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0996'RECOVERED IN GOOD CONDITION.
 AY0996
 AY0996                          STATION RECOVERY (1990)
 AY0996
 AY0996'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0996'MARK NOT FOUND.
 AY0996
 AY0996                          STATION RECOVERY (1999)
 AY0996
 AY0996'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0088 ***********************************************************************
 AY0088  DESIGNATION -  Y 497
 AY0088  PID         -  AY0088
 AY0088  STATE/COUNTY-  TX/BEXAR
 AY0088  USGS QUAD   -  LONGHORN (1992)
 AY0088
 AY0088                         *CURRENT SURVEY CONTROL
 AY0088  ___________________________________________________________________
 AY0088* NAD 83(1986)-  29 30 56.     (N)    098 26 13.     (W)     SCALED    
 AY0088* NAVD 88     -       228.939  (meters)     751.11   (feet)  POSTED    
 AY0088  ___________________________________________________________________
 AY0088  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AY0088  DYNAMIC HT  -         228.610 (meters)     750.03  (feet)  COMP
 AY0088  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AY0088
 AY0088  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0088
 AY0088.The horizontal coordinates were scaled from a topographic map and have
 AY0088.an estimated accuracy of +/- 6 seconds.
 AY0088
 AY0088.The orthometric height was determined by differential leveling
 AY0088.and adjusted by the National Geodetic Survey in 1992..
 AY0088.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0088.rate of 1.1 thru 2.0 mm/km.
 AY0088
 AY0088.The geoid height was determined by GEOID03.
 AY0088
 AY0088.The dynamic height is computed by dividing the NAVD 88
 AY0088.geopotential number by the normal gravity value computed on the
 AY0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0088.degrees latitude (g = 980.6199 gals.).
 AY0088
 AY0088.The modeled gravity was interpolated from observed gravity values.
 AY0088
 AY0088;                    North         East    Units  Estimated Accuracy
 AY0088;SPC TXSC     - 4,186,570.      654,580.      MT  (+/- 180 meters Scaled)
 AY0088
 AY0088                          SUPERSEDED SURVEY CONTROL
 AY0088
 AY0088  NGVD 29 (??/??/92)  228.812  (m)          750.69   (f) ADJ UNCH    1 2
 AY0088
 AY0088.Superseded values are not recommended for survey control.
 AY0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0088.See file dsdata.txt to determine how the superseded data were derived.
 AY0088
 AY0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT545652(NAD 83)
 AY0088_MARKER: DB = BENCH MARK DISK
 AY0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0088_STAMPING: Y 497 1953
 AY0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0088+STABILITY: SURFACE MOTION
 AY0088
 AY0088  HISTORY     - Date     Condition        Report By
 AY0088  HISTORY     - 1953     MONUMENTED       CGS
 AY0088  HISTORY     - 1967     GOOD             USGS
 AY0088  HISTORY     - 19870301 POOR             USGS
 AY0088  HISTORY     - 1989     GOOD             USPSQD
 AY0088  HISTORY     - 1989     POOR             USPSQD
 AY0088  HISTORY     - 19990222 POOR             USPSQD
 AY0088
 AY0088                          STATION DESCRIPTION
 AY0088
 AY0088'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0088'IN SAN ANTONIO.
 AY0088'AT SAN ANTONIO, BEXAR COUNTY, ABOUT 500 FEET NORTHEAST OF THE CENTER
 AY0088'OF HARRY WURZBACH ROAD AND LOOP 410 OVERPASS INTERSECTION, 185 FEET
 AY0088'WEST OF THE WEST CURB OF BREEKHAVEN STREET, 31 FEET NORTH OF THE
 AY0088'CENTERLINE OF THE NORTH FRONTAGE ROAD OF LOOP 410, 8.9 FEET WEST OF
 AY0088'THE WEST EDGE OF THE WEST DRIVEWAY TO A TEXACO STATION.  A STANDARD
 AY0088'DISK STAMPED Y 497 1953 AND SET IN THE TOP OF A CONCRETE POST
 AY0088'PROJECTING ABOUT 0.4 FT. ABOVE THE GROUND.
 AY0088
 AY0088                          STATION RECOVERY (1987)
 AY0088
 AY0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0088'MARK RECOVERED IN POOR CONDITION.
 AY0088
 AY0088                          STATION RECOVERY (1989)
 AY0088
 AY0088'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0088'RECOVERED IN GOOD CONDITION.
 AY0088
 AY0088                          STATION RECOVERY (1989)
 AY0088
 AY0088'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0088'MARK RECOVERED IN POOR CONDITION.
 AY0088
 AY0088                          STATION RECOVERY (1999)
 AY0088
 AY0088'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0088'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0416 ***********************************************************************
 AY0416  DESIGNATION -  Y 499
 AY0416  PID         -  AY0416
 AY0416  STATE/COUNTY-  TX/BEXAR
 AY0416  USGS QUAD   -  SOUTHTON (1992)
 AY0416
 AY0416                         *CURRENT SURVEY CONTROL
 AY0416  ___________________________________________________________________
 AY0416* NAD 83(1986)-  29 19 56.     (N)    098 23 51.     (W)     SCALED    
 AY0416* NAVD 88     -       178.660  (meters)     586.15   (feet)  ADJUSTED  
 AY0416  ___________________________________________________________________
 AY0416  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY0416  DYNAMIC HT  -         178.401 (meters)     585.30  (feet)  COMP
 AY0416  MODELED GRAV-     979,190.5   (mgal)                       NAVD 88
 AY0416
 AY0416  VERT ORDER  -  FIRST     CLASS II
 AY0416
 AY0416.The horizontal coordinates were scaled from a topographic map and have
 AY0416.an estimated accuracy of +/- 6 seconds.
 AY0416
 AY0416.The orthometric height was determined by differential leveling
 AY0416.and adjusted by the National Geodetic Survey in June 1991..
 AY0416
 AY0416.The geoid height was determined by GEOID03.
 AY0416
 AY0416.The dynamic height is computed by dividing the NAVD 88
 AY0416.geopotential number by the normal gravity value computed on the
 AY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0416.degrees latitude (g = 980.6199 gals.).
 AY0416
 AY0416.The modeled gravity was interpolated from observed gravity values.
 AY0416
 AY0416;                    North         East    Units  Estimated Accuracy
 AY0416;SPC TXSC     - 4,166,270.      658,510.      MT  (+/- 180 meters Scaled)
 AY0416
 AY0416                          SUPERSEDED SURVEY CONTROL
 AY0416
 AY0416  NGVD 29 (??/??/92)  178.569  (m)          585.86   (f) ADJ UNCH    1 2
 AY0416
 AY0416.Superseded values are not recommended for survey control.
 AY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0416.See file dsdata.txt to determine how the superseded data were derived.
 AY0416
 AY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT584449(NAD 83)
 AY0416_MARKER: DB = BENCH MARK DISK
 AY0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0416_STAMPING: Y 499 1953
 AY0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0416+STABILITY: SURFACE MOTION
 AY0416
 AY0416  HISTORY     - Date     Condition        Report By
 AY0416  HISTORY     - 1953     MONUMENTED       CGS
 AY0416  HISTORY     - 19861117 MARK NOT FOUND   USGS
 AY0416  HISTORY     - 19950701 GOOD             USPSQD
 AY0416
 AY0416                          STATION DESCRIPTION
 AY0416
 AY0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0416'IN SAN ANTONIO.
 AY0416'AT SAN ANTONIO, 0.9 MILE NORTH ALONG W.W. WHITE ROAD FROM THE HIGHLAND
 AY0416'SCHOOL, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET
 AY0416'SOUTHWEST OF A POWER POLE, 1.8 FEET NORTHWEST OF A FENCE, 2.6 FEET
 AY0416'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0416'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0416
 AY0416                          STATION RECOVERY (1986)
 AY0416
 AY0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0416'MARK NOT FOUND.
 AY0416
 AY0416                          STATION RECOVERY (1995)
 AY0416
 AY0416'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0469 ***********************************************************************
 BM0469  DESIGNATION -  Y 5
 BM0469  PID         -  BM0469
 BM0469  STATE/COUNTY-  TX/BASTROP
 BM0469  USGS QUAD   -  SMITHVILLE (1982)
 BM0469
 BM0469                         *CURRENT SURVEY CONTROL
 BM0469  ___________________________________________________________________
 BM0469* NAD 83(1986)-  30 00 32.     (N)    097 09 34.     (W)     SCALED    
 BM0469* NAVD 88     -        99.557  (meters)     326.63   (feet)  ADJUSTED  
 BM0469  ___________________________________________________________________
 BM0469  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BM0469  DYNAMIC HT  -          99.423 (meters)     326.19  (feet)  COMP
 BM0469  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 BM0469  OBS GRAVITY -     979,299.5   (mgal)                       GRAV_OBS
 BM0469
 BM0469  VERT ORDER  -  FIRST     CLASS I
 BM0469
 BM0469.The horizontal coordinates were scaled from a topographic map and have
 BM0469.an estimated accuracy of +/- 6 seconds.
 BM0469
 BM0469.The orthometric height was determined by differential leveling
 BM0469.and adjusted by the National Geodetic Survey in June 1991..
 BM0469
 BM0469.The geoid height was determined by GEOID03.
 BM0469
 BM0469.The dynamic height is computed by dividing the NAVD 88
 BM0469.geopotential number by the normal gravity value computed on the
 BM0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0469.degrees latitude (g = 980.6199 gals.).
 BM0469
 BM0469.The modeled gravity was interpolated from observed gravity values.
 BM0469.The observed gravity was obtained from relative gravimeter ties
 BM0469.to the IGSN71 gravity network.
 BM0469
 BM0469;                    North         East    Units  Estimated Accuracy
 BM0469;SPC TX C     - 3,042,310.    1,006,180.      MT  (+/- 180 meters Scaled)
 BM0469
 BM0469                          SUPERSEDED SURVEY CONTROL
 BM0469
 BM0469  NGVD 29 (??/??/92)   99.506  (m)          326.46   (f) ADJ UNCH    1 1
 BM0469
 BM0469.Superseded values are not recommended for survey control.
 BM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0469.See file dsdata.txt to determine how the superseded data were derived.
 BM0469
 BM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU775211(NAD 83)
 BM0469_MARKER: DB = BENCH MARK DISK
 BM0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0469_SP_SET: BUILDING
 BM0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0469
 BM0469  HISTORY     - Date     Condition        Report By
 BM0469  HISTORY     - UNK      MONUMENTED       CGS
 BM0469  HISTORY     - 1973     GOOD             NGS
 BM0469  HISTORY     - 1978     GOOD             NGS
 BM0469
 BM0469                          STATION DESCRIPTION
 BM0469
 BM0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0469'IN SMITHVILLE.
 BM0469'AT SMITHVILLE, AT THE INTERSECTION OF MAIN AND NORTH 3RD STREETS,
 BM0469'ABOUT ONE BLOCK SOUTH OF THE POST OFFICE, 48 FEET WEST OF THE CENTER
 BM0469'LINE OF MAIN STREET, 35 1/2 FEET NORTH OF THE CENTER LINE OF NORTH 3RD
 BM0469'STREET, AT A THREE STORRIED BRICK BUILDING (OLD MASONIC BUILDING)
 BM0469'WHICH IS PRESENTLY VACANT, 3.0 FEET WEST OF THE SOUTHEAST CORNER OF
 BM0469'THE BUILDING, 0.4 FOOT WEST OF THE WEST SIDE OF A BRICK PILLAR, 1-INCH
 BM0469'ABOVE THE LEVEL OF THE STREET AND IS THE BOTTOM OF A 3/4-INCH SQUARE
 BM0469'HOLE IN CONCRETE WINDOWSILL.
 BM0469
 BM0469                          STATION RECOVERY (1978)
 BM0469
 BM0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0922 ***********************************************************************
 BZ0922  DESIGNATION -  Y 50
 BZ0922  PID         -  BZ0922
 BZ0922  STATE/COUNTY-  TX/BELL
 BZ0922  USGS QUAD   -  KILLEEN (1995)
 BZ0922
 BZ0922                         *CURRENT SURVEY CONTROL
 BZ0922  ___________________________________________________________________
 BZ0922* NAD 83(1986)-  31 05 32.     (N)    097 40 29.     (W)     SCALED    
 BZ0922* NAVD 88     -       231.954  (meters)     761.00   (feet)  ADJUSTED  
 BZ0922  ___________________________________________________________________
 BZ0922  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ0922  DYNAMIC HT  -         231.643 (meters)     759.98  (feet)  COMP
 BZ0922  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 BZ0922
 BZ0922  VERT ORDER  -  FIRST     CLASS II
 BZ0922
 BZ0922.The horizontal coordinates were scaled from a topographic map and have
 BZ0922.an estimated accuracy of +/- 6 seconds.
 BZ0922
 BZ0922.The orthometric height was determined by differential leveling
 BZ0922.and adjusted by the National Geodetic Survey in June 1991..
 BZ0922
 BZ0922.The geoid height was determined by GEOID03.
 BZ0922
 BZ0922.The dynamic height is computed by dividing the NAVD 88
 BZ0922.geopotential number by the normal gravity value computed on the
 BZ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0922.degrees latitude (g = 980.6199 gals.).
 BZ0922
 BZ0922.The modeled gravity was interpolated from observed gravity values.
 BZ0922
 BZ0922;                    North         East    Units  Estimated Accuracy
 BZ0922;SPC TX C     - 3,161,060.      953,610.      MT  (+/- 180 meters Scaled)
 BZ0922
 BZ0922                          SUPERSEDED SURVEY CONTROL
 BZ0922
 BZ0922  NGVD 29 (??/??/92)  231.878  (m)          760.75   (f) ADJ UNCH    1 2
 BZ0922
 BZ0922.Superseded values are not recommended for survey control.
 BZ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0922.See file dsdata.txt to determine how the superseded data were derived.
 BZ0922
 BZ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV264405(NAD 83)
 BZ0922_MARKER: DB = BENCH MARK DISK
 BZ0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0922_SP_SET: CULVERT
 BZ0922_STAMPING: Y 50 1953
 BZ0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0922
 BZ0922  HISTORY     - Date     Condition        Report By
 BZ0922  HISTORY     - 1953     MONUMENTED       CGS
 BZ0922  HISTORY     - 1962     GOOD             NGS
 BZ0922  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0922
 BZ0922                          STATION DESCRIPTION
 BZ0922
 BZ0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0922'4.2 MI SE FROM KILLEEN.
 BZ0922'3.5 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BZ0922'STATION AT KILLEEN, THENCE 0.7 MILE SOUTH ALONG A GRAVELED ROAD, AT A
 BZ0922'JUNCTION WITH U.S. HIGHWAY 190, 82.9 FEET NORTHEAST OF THE CENTER OF
 BZ0922'THE ROAD JUNCTION, 21.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BZ0922'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 BZ0922'CULVERT.
 BZ0922
 BZ0922                          STATION RECOVERY (1962)
 BZ0922
 BZ0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 BZ0922'RECOVERED IN GOOD CONDITION.
 BZ0922
 BZ0922                          STATION RECOVERY (1995)
 BZ0922
 BZ0922'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0739 ***********************************************************************
 BL0739  DESIGNATION -  Y 500
 BL0739  PID         -  BL0739
 BL0739  STATE/COUNTY-  TX/POLK
 BL0739  USGS QUAD   -  HORTENSE (1984)
 BL0739
 BL0739                         *CURRENT SURVEY CONTROL
 BL0739  ___________________________________________________________________
 BL0739* NAD 83(1986)-  30 49 55.     (N)    094 43 09.     (W)     SCALED    
 BL0739* NAVD 88     -       101.69   (+/-2cm)     333.6    (feet)  VERTCON   
 BL0739  ___________________________________________________________________
 BL0739  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0739
 BL0739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0739
 BL0739.The horizontal coordinates were scaled from a topographic map and have
 BL0739.an estimated accuracy of +/- 6 seconds.
 BL0739
 BL0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0739.The vertical order pertains to the NGVD 29 superseded value.
 BL0739
 BL0739.The geoid height was determined by GEOID03.
 BL0739
 BL0739;                    North         East    Units  Estimated Accuracy
 BL0739;SPC TX C     - 3,142,730.    1,236,830.      MT  (+/- 180 meters Scaled)
 BL0739
 BL0739                          SUPERSEDED SURVEY CONTROL
 BL0739
 BL0739  NGVD 29 (??/??/92)  101.696  (m)          333.65   (f) ADJ UNCH    2 0
 BL0739
 BL0739.Superseded values are not recommended for survey control.
 BL0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0739.See file dsdata.txt to determine how the superseded data were derived.
 BL0739
 BL0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ355122(NAD 83)
 BL0739_MARKER: DB = BENCH MARK DISK
 BL0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0739_STAMPING: Y 500 1949
 BL0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0739+STABILITY: SURFACE MOTION
 BL0739
 BL0739  HISTORY     - Date     Condition        Report By
 BL0739  HISTORY     - 1949     MONUMENTED       CGS
 BL0739  HISTORY     - 19970426 GOOD             USPSQD
 BL0739
 BL0739                          STATION DESCRIPTION
 BL0739
 BL0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0739'7.7 MI SE FROM CAMDEN.
 BL0739'2.7 MILES SOUTHEAST ALONG A DIRT ROAD THE AMERICAN RAILWAY EXPRESS CO.
 BL0739'OFFICE AT CAMDEN, THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.3
 BL0739'MILES SOUTHWEST ALONG A DIRT ROAD, ABOUT ON THE PROJECTED CENTER LINE
 BL0739'OF A DIRT ROAD LEADING NORTHWEST, 4.8 FEET NORTHEAST OF THE NORTH
 BL0739'CORNER OF THE HORTENSE SCHOOL BUILDING WHICH IS NOW USED AS A CHURCH,
 BL0739'79.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 92.0 FEET SOUTH OF
 BL0739'A 30-INCH OAK TREE AT THE NORTH CORNER OF THE YARD, 1.6 FEET NORTHWEST
 BL0739'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0739'FOOT ABOVE THE GROUND.
 BL0739
 BL0739                          STATION RECOVERY (1997)
 BL0739
 BL0739'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0712 ***********************************************************************
 BL0712  DESIGNATION -  Y 501
 BL0712  PID         -  BL0712
 BL0712  STATE/COUNTY-  TX/POLK
 BL0712  USGS QUAD   -  CAMDEN (1984)
 BL0712
 BL0712                         *CURRENT SURVEY CONTROL
 BL0712  ___________________________________________________________________
 BL0712* NAD 83(1986)-  30 55 55.     (N)    094 43 16.     (W)     SCALED    
 BL0712* NAVD 88     -        98.52   (+/-2cm)     323.2    (feet)  VERTCON   
 BL0712  ___________________________________________________________________
 BL0712  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL0712
 BL0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0712
 BL0712.The horizontal coordinates were scaled from a topographic map and have
 BL0712.an estimated accuracy of +/- 6 seconds.
 BL0712
 BL0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0712.The vertical order pertains to the NGVD 29 superseded value.
 BL0712
 BL0712.The geoid height was determined by GEOID03.
 BL0712
 BL0712;                    North         East    Units  Estimated Accuracy
 BL0712;SPC TX C     - 3,153,790.    1,236,080.      MT  (+/- 180 meters Scaled)
 BL0712
 BL0712                          SUPERSEDED SURVEY CONTROL
 BL0712
 BL0712  NGVD 29 (??/??/92)   98.529  (m)          323.26   (f) ADJ UNCH    2 0
 BL0712
 BL0712.Superseded values are not recommended for survey control.
 BL0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0712.See file dsdata.txt to determine how the superseded data were derived.
 BL0712
 BL0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ355233(NAD 83)
 BL0712_MARKER: DB = BENCH MARK DISK
 BL0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0712_STAMPING: Y 501 1949
 BL0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0712+STABILITY: SURFACE MOTION
 BL0712
 BL0712  HISTORY     - Date     Condition        Report By
 BL0712  HISTORY     - 1949     MONUMENTED       CGS
 BL0712  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0712
 BL0712                          STATION DESCRIPTION
 BL0712
 BL0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0712'1.5 MI NE FROM CAMDEN.
 BL0712'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY EXPRESS CO.
 BL0712'OFFICE AT CAMDEN, THENCE 1.4 MILES NORTHEAST ALONG A DIRT ROAD, 0.2
 BL0712'MILE NORTHEAST OF A WOODEN BRIDGE OVER A CREEK, AT THE SUMMIT OF A
 BL0712'HILL, 99.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 16.0 FEET
 BL0712'EAST OF THE CENTER LINE OF A WOODS ROAD LEADING SOUTH INTO THE WOODS,
 BL0712'24.0 FEET SOUTH OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTH
 BL0712'SIDE OF THE TREE, ABOUT 3.0 FEET ABOVE ROAD LEVEL, 1.2 FEET NORTHWEST
 BL0712'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0712'FOOT ABOVE THE GROUND.
 BL0712
 BL0712                          STATION RECOVERY (1997)
 BL0712
 BL0712'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0947 ***********************************************************************
 BY0947  DESIGNATION -  Y 502
 BY0947  PID         -  BY0947
 BY0947  STATE/COUNTY-  TX/POLK
 BY0947  USGS QUAD   -  WAKEFIELD (1980)
 BY0947
 BY0947                         *CURRENT SURVEY CONTROL
 BY0947  ___________________________________________________________________
 BY0947* NAD 83(1986)-  31 05 30.     (N)    094 49 17.     (W)     SCALED    
 BY0947* NAVD 88     -        83.95   (+/-2cm)     275.4    (feet)  VERTCON   
 BY0947  ___________________________________________________________________
 BY0947  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0947
 BY0947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0947
 BY0947.The horizontal coordinates were scaled from a topographic map and have
 BY0947.an estimated accuracy of +/- 6 seconds.
 BY0947
 BY0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0947.The vertical order pertains to the NGVD 29 superseded value.
 BY0947
 BY0947.The geoid height was determined by GEOID03.
 BY0947
 BY0947;                    North         East    Units  Estimated Accuracy
 BY0947;SPC TX C     - 3,170,990.    1,225,630.      MT  (+/- 180 meters Scaled)
 BY0947
 BY0947                          SUPERSEDED SURVEY CONTROL
 BY0947
 BY0947  NGVD 29 (??/??/92)   83.984  (m)          275.54   (f) ADJ UNCH    2 0
 BY0947
 BY0947.Superseded values are not recommended for survey control.
 BY0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0947.See file dsdata.txt to determine how the superseded data were derived.
 BY0947
 BY0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ262411(NAD 83)
 BY0947_MARKER: DB = BENCH MARK DISK
 BY0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0947_STAMPING: Y 502 1949
 BY0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0947+STABILITY: SURFACE MOTION
 BY0947
 BY0947  HISTORY     - Date     Condition        Report By
 BY0947  HISTORY     - 1949     MONUMENTED       CGS
 BY0947  HISTORY     - 1963     GOOD             USGS
 BY0947
 BY0947                          STATION DESCRIPTION
 BY0947
 BY0947'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY0947'0.5 MI SE FROM WAKEFIELD.
 BY0947'CORRIGAN, 7.3 MILES NORTH ON U.S. HIGHWAY 59, 0.4 MILES WEST ALONG
 BY0947'FARM ROAD 2714, 0.1 MILE SOUTH ALONG THE TRACK ROAD OF OLD HIGHWAY 59,
 BY0947'IN THE SOUTHWEST CORNER OF AN INTERSECTION WITH AN OLD ROAD NORTHWEST,
 BY0947'58 FEET NORTHWEST OF OLD HIGHWAY, 45 FEET SOUTHWEST OF TRACK ROAD
 BY0947'NORTHWEST, 1.6 FEET SOUTH OF A WHITE REFERENCE POST, SET IN THE TOP OF
 BY0947'A CONCRETE PROJECTING 0.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0934 ***********************************************************************
 BY0934  DESIGNATION -  Y 503
 BY0934  PID         -  BY0934
 BY0934  STATE/COUNTY-  TX/ANGELINA
 BY0934  USGS QUAD   -  WOLF HILL (1980)
 BY0934
 BY0934                         *CURRENT SURVEY CONTROL
 BY0934  ___________________________________________________________________
 BY0934* NAD 83(1986)-  31 06 36.     (N)    094 34 03.     (W)     SCALED    
 BY0934* NAVD 88     -        87.19   (+/-2cm)     286.1    (feet)  VERTCON   
 BY0934  ___________________________________________________________________
 BY0934  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BY0934
 BY0934  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0934
 BY0934.The horizontal coordinates were scaled from a topographic map and have
 BY0934.an estimated accuracy of +/- 6 seconds.
 BY0934
 BY0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0934.The vertical order pertains to the NGVD 29 superseded value.
 BY0934
 BY0934.The geoid height was determined by GEOID03.
 BY0934
 BY0934;                    North         East    Units  Estimated Accuracy
 BY0934;SPC TX C     - 3,174,250.    1,249,720.      MT  (+/- 180 meters Scaled)
 BY0934
 BY0934                          SUPERSEDED SURVEY CONTROL
 BY0934
 BY0934  NGVD 29 (??/??/92)   87.214  (m)          286.13   (f) ADJ UNCH    2 0
 BY0934
 BY0934.Superseded values are not recommended for survey control.
 BY0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0934.See file dsdata.txt to determine how the superseded data were derived.
 BY0934
 BY0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ505428(NAD 83)
 BY0934_MARKER: DB = BENCH MARK DISK
 BY0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0934_STAMPING: Y 503 1949
 BY0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0934+STABILITY: SURFACE MOTION
 BY0934
 BY0934  HISTORY     - Date     Condition        Report By
 BY0934  HISTORY     - 1949     MONUMENTED       CGS
 BY0934
 BY0934                          STATION DESCRIPTION
 BY0934
 BY0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0934'5.85 MI SW FROM SHAWNEE PRAIRIE.
 BY0934'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0934'SHAWNEE PRAIRIE, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 BY0934'1.95 MILES SOUTHWEST ALONG A DIRT ROAD, 134.0 FEET SOUTH OF THE
 BY0934'SOUTHWEST CORNER OF AN OLD CHURCH, 98.0 FEET NORTHEAST OF THE
 BY0934'NORTHEAST RAIL OF A PRIVATE OWNED RAILROAD, 28.0 FEET SOUTHEAST OF THE
 BY0934'CENTER LINE OF THE ROAD, 6.0 FEET NORTHEAST OF A 16-INCH OAK TREE, 2.0
 BY0934'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0934'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0751 ***********************************************************************
 BL0751  DESIGNATION -  Y 504
 BL0751  PID         -  BL0751
 BL0751  STATE/COUNTY-  TX/TYLER
 BL0751  USGS QUAD   -  CHESTER (1984)
 BL0751
 BL0751                         *CURRENT SURVEY CONTROL
 BL0751  ___________________________________________________________________
 BL0751* NAD 83(1986)-  30 53 59.     (N)    094 35 31.     (W)     SCALED    
 BL0751* NAVD 88     -        92.96   (+/-2cm)     305.0    (feet)  VERTCON   
 BL0751  ___________________________________________________________________
 BL0751  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL0751
 BL0751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0751
 BL0751.The horizontal coordinates were scaled from a topographic map and have
 BL0751.an estimated accuracy of +/- 6 seconds.
 BL0751
 BL0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0751.The vertical order pertains to the NGVD 29 superseded value.
 BL0751
 BL0751.The geoid height was determined by GEOID03.
 BL0751
 BL0751;                    North         East    Units  Estimated Accuracy
 BL0751;SPC TX C     - 3,150,850.    1,248,590.      MT  (+/- 180 meters Scaled)
 BL0751
 BL0751                          SUPERSEDED SURVEY CONTROL
 BL0751
 BL0751  NGVD 29 (??/??/92)   92.970  (m)          305.02   (f) ADJ UNCH    2 0
 BL0751
 BL0751.Superseded values are not recommended for survey control.
 BL0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0751.See file dsdata.txt to determine how the superseded data were derived.
 BL0751
 BL0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ478195(NAD 83)
 BL0751_MARKER: DB = BENCH MARK DISK
 BL0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0751_STAMPING: Y 504 1949
 BL0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0751+STABILITY: SURFACE MOTION
 BL0751
 BL0751  HISTORY     - Date     Condition        Report By
 BL0751  HISTORY     - 1949     MONUMENTED       CGS
 BL0751
 BL0751                          STATION DESCRIPTION
 BL0751
 BL0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0751'2.25 MI SW FROM CHESTER.
 BL0751'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0751'AT CHESTER, THENCE 0.95 MILE SOUTHWEST ALONG A DIRT ROAD, 160.0 FEET
 BL0751'EAST OF A POINT IN LINE WITH THE TELEPHONE POLES ALONG THE PURE OIL
 BL0751'CO. PIPE LINE, ABOUT 150.0 FEET NORTHEAST OF THE SUMMIT OF A HILL,
 BL0751'62.0 FEET SOUTHWEST ALONG THE MAIN ROAD FROM THE CENTER LINE OF A SIDE
 BL0751'ROAD LEADING SOUTH INTO THE WOODS, 37.0 FEET SOUTHEAST OF THE CENTER
 BL0751'LINE OF THE MAIN ROAD, 1.2 FEET WEST OF A REFERENCE POST, SET IN THE
 BL0751'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0604 ***********************************************************************
 BY0604  DESIGNATION -  Y 505
 BY0604  PID         -  BY0604
 BY0604  STATE/COUNTY-  TX/TYLER
 BY0604  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0604
 BY0604                         *CURRENT SURVEY CONTROL
 BY0604  ___________________________________________________________________
 BY0604* NAD 83(1986)-  31 01 17.     (N)    094 22 24.     (W)     SCALED    
 BY0604* NAVD 88     -        36.07   (+/-2cm)     118.3    (feet)  VERTCON   
 BY0604  ___________________________________________________________________
 BY0604  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BY0604
 BY0604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0604
 BY0604.The horizontal coordinates were scaled from a topographic map and have
 BY0604.an estimated accuracy of +/- 6 seconds.
 BY0604
 BY0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0604.The vertical order pertains to the NGVD 29 superseded value.
 BY0604
 BY0604.The geoid height was determined by GEOID03.
 BY0604
 BY0604;                    North         East    Units  Estimated Accuracy
 BY0604;SPC TX C     - 3,165,420.    1,268,740.      MT  (+/- 180 meters Scaled)
 BY0604
 BY0604                          SUPERSEDED SURVEY CONTROL
 BY0604
 BY0604  NGVD 29 (??/??/92)   36.080  (m)          118.37   (f) ADJ UNCH    2 0
 BY0604
 BY0604.Superseded values are not recommended for survey control.
 BY0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0604.See file dsdata.txt to determine how the superseded data were derived.
 BY0604
 BY0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ689327(NAD 83)
 BY0604_MARKER: DB = BENCH MARK DISK
 BY0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0604_STAMPING: Y 505 1949
 BY0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0604+STABILITY: SURFACE MOTION
 BY0604
 BY0604  HISTORY     - Date     Condition        Report By
 BY0604  HISTORY     - 1949     MONUMENTED       CGS
 BY0604
 BY0604                          STATION DESCRIPTION
 BY0604
 BY0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0604'0.6 MI NE FROM ROCKLAND.
 BY0604'0.6 MILE NORTHEAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BY0604'RAILWAY STATION AT ROCKLAND, 79.0 FEET NORTH OF THE CENTER LINE OF THE
 BY0604'ROAD, 35.7 FEET SOUTH OF THE SOUTHEAST CORNER OF AN ABANDONED
 BY0604'FARMHOUSE, 28.1 FEET EAST OF THE CENTER LINE OF A GATE, 51.3 FEET
 BY0604'NORTHEAST OF A 20-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH
 BY0604'SIDE OF THE TREE, 2.7 FEET WEST OF A CORNER FENCE POST, 0.9 FOOT SOUTH
 BY0604'OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 BY0604'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0310 ***********************************************************************
 BY0310  DESIGNATION -  Y 508
 BY0310  PID         -  BY0310
 BY0310  STATE/COUNTY-  TX/NACOGDOCHES
 BY0310  USGS QUAD   -  ETOILE NORTH (1984)
 BY0310
 BY0310                         *CURRENT SURVEY CONTROL
 BY0310  ___________________________________________________________________
 BY0310* NAD 83(1986)-  31 29 06.     (N)    094 22 38.     (W)     SCALED    
 BY0310* NAVD 88     -        79.71   (+/-2cm)     261.5    (feet)  VERTCON   
 BY0310  ___________________________________________________________________
 BY0310  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY0310
 BY0310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0310
 BY0310.The horizontal coordinates were scaled from a topographic map and have
 BY0310.an estimated accuracy of +/- 6 seconds.
 BY0310
 BY0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0310.The vertical order pertains to the NGVD 29 superseded value.
 BY0310
 BY0310.The geoid height was determined by GEOID03.
 BY0310
 BY0310;                    North         East    Units  Estimated Accuracy
 BY0310;SPC TX C     - 3,216,720.    1,265,620.      MT  (+/- 180 meters Scaled)
 BY0310
 BY0310                          SUPERSEDED SURVEY CONTROL
 BY0310
 BY0310  NGVD 29 (??/??/92)   79.747  (m)          261.64   (f) ADJ UNCH    2 0
 BY0310
 BY0310.Superseded values are not recommended for survey control.
 BY0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0310.See file dsdata.txt to determine how the superseded data were derived.
 BY0310
 BY0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ691841(NAD 83)
 BY0310_MARKER: DB = BENCH MARK DISK
 BY0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0310_STAMPING: Y 508 1949
 BY0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0310+STABILITY: SURFACE MOTION
 BY0310
 BY0310  HISTORY     - Date     Condition        Report By
 BY0310  HISTORY     - 1949     MONUMENTED       CGS
 BY0310  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0310
 BY0310                          STATION DESCRIPTION
 BY0310
 BY0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0310'1.95 MI SW FROM CHIRENO.
 BY0310'1.95 MILES SOUTHWEST ALONG THE CHIRENO-ETOILE ROAD FROM THE METHODIST
 BY0310'CHURCH AT CHIRENO, AT THE FARM HOME OF C.L. COUIE, 116.0 FEET
 BY0310'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 31.0 FEET NORTHWEST OF THE
 BY0310'NORTHWEST CORNER OF THE HOUSE, 2.0 FEET SOUTHWEST OF A FENCE CORNER
 BY0310'POST, 1.0 FOOT NORTHWEST OF THE FENCE, 1.6 FEET NORTHEAST OF A
 BY0310'REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0310'FOOT ABOVE THE GROUND.
 BY0310
 BY0310                          STATION RECOVERY (1998)
 BY0310
 BY0310'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0301 ***********************************************************************
 BY0301  DESIGNATION -  Y 509
 BY0301  PID         -  BY0301
 BY0301  STATE/COUNTY-  TX/NACOGDOCHES
 BY0301  USGS QUAD   -  ETOILE NORTH (1984)
 BY0301
 BY0301                         *CURRENT SURVEY CONTROL
 BY0301  ___________________________________________________________________
 BY0301* NAD 83(1986)-  31 22 31.     (N)    094 28 21.     (W)     SCALED    
 BY0301* NAVD 88     -        47.04   (+/-2cm)     154.3    (feet)  VERTCON   
 BY0301  ___________________________________________________________________
 BY0301  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY0301
 BY0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0301
 BY0301.The horizontal coordinates were scaled from a topographic map and have
 BY0301.an estimated accuracy of +/- 6 seconds.
 BY0301
 BY0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0301.The vertical order pertains to the NGVD 29 superseded value.
 BY0301
 BY0301.The geoid height was determined by GEOID03.
 BY0301
 BY0301;                    North         East    Units  Estimated Accuracy
 BY0301;SPC TX C     - 3,204,090.    1,257,220.      MT  (+/- 180 meters Scaled)
 BY0301
 BY0301                          SUPERSEDED SURVEY CONTROL
 BY0301
 BY0301  NGVD 29 (??/??/92)   47.089  (m)          154.49   (f) ADJ UNCH    2 0
 BY0301
 BY0301.Superseded values are not recommended for survey control.
 BY0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0301.See file dsdata.txt to determine how the superseded data were derived.
 BY0301
 BY0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ599721(NAD 83)
 BY0301_MARKER: DB = BENCH MARK DISK
 BY0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0301_STAMPING: Y 509 1949
 BY0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0301+STABILITY: SURFACE MOTION
 BY0301
 BY0301  HISTORY     - Date     Condition        Report By
 BY0301  HISTORY     - 1949     MONUMENTED       CGS
 BY0301  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0301
 BY0301                          STATION DESCRIPTION
 BY0301
 BY0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0301'2.4 MI W FROM ETOILE.
 BY0301'0.1 MILE SOUTH OF THE POST OFFICE AT ETOILE, THENCE 2.4 MILES WEST
 BY0301'ALONG A GRADED DIRT ROAD, 28.0 FEET NORTH OF THE CENTER LINE OF THE
 BY0301'ROAD, 21.0 FEET SOUTHEAST OF A 24-INCH OAK WITH A TRIANGULAR BLAZE ON
 BY0301'THE SOUTH SIDE OF THE TREE, 2.6 FEET NORTH OF A REFERENCE POST, AND
 BY0301'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 BY0301'GROUND.
 BY0301
 BY0301                          STATION RECOVERY (1998)
 BY0301
 BY0301'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0179 ***********************************************************************
 AM0179  DESIGNATION -  Y 51
 AM0179  PID         -  AM0179
 AM0179  STATE/COUNTY-  TX/MATAGORDA
 AM0179  USGS QUAD   -  BAY CITY (1972)
 AM0179
 AM0179                         *CURRENT SURVEY CONTROL
 AM0179  ___________________________________________________________________
 AM0179* NAD 83(1986)-  28 58 55.     (N)    095 56 13.     (W)     SCALED    
 AM0179* NAVD 88     -        14.36   (+/-2cm)      47.1    (feet)  VERTCON   
 AM0179  ___________________________________________________________________
 AM0179  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AM0179
 AM0179  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0179
 AM0179.The horizontal coordinates were scaled from a topographic map and have
 AM0179.an estimated accuracy of +/- 6 seconds.
 AM0179
 AM0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0179.The vertical order pertains to the NGVD 29 superseded value.
 AM0179
 AM0179.The geoid height was determined by GEOID03.
 AM0179
 AM0179;                    North         East    Units  Estimated Accuracy
 AM0179;SPC TXSC     - 4,131,210.      898,440.      MT  (+/- 180 meters Scaled)
 AM0179
 AM0179                          SUPERSEDED SURVEY CONTROL
 AM0179
 AM0179  NGVD 29 (??/??/92)   14.390  (m)           47.21   (f) ADJ UNCH    1 1
 AM0179
 AM0179.Superseded values are not recommended for survey control.
 AM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0179.See file dsdata.txt to determine how the superseded data were derived.
 AM0179
 AM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN138095(NAD 83)
 AM0179_MARKER: DB = BENCH MARK DISK
 AM0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0179_STAMPING: Y 51 1918 ELEV. 47.78 FT
 AM0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0179+STABILITY: SURFACE MOTION
 AM0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0179+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AM0179
 AM0179  HISTORY     - Date     Condition        Report By
 AM0179  HISTORY     - 1918     MONUMENTED       CGS
 AM0179  HISTORY     - 1972     GOOD             NGS
 AM0179  HISTORY     - 19961116 GOOD             USPSQD
 AM0179  HISTORY     - 20060312 GOOD             USPSQD
 AM0179
 AM0179                          STATION DESCRIPTION
 AM0179
 AM0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0179'1.95 MI E FROM BAY CITY.
 AM0179'1.95 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AM0179'AT BAY CITY, 5 POLES WEST-SOUTHWEST OF MILEPOLE 286, 220 FEET
 AM0179'WEST-SOUTHWEST OF THE CENTER OF THE CROSSING OF FARM ROAD 457, 42.9
 AM0179'FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL, 44 FEET SOUTH OF THE
 AM0179'CENTER LINE OF THE ROAD, 38.5 FEET NORTHWEST OF THE WEST CORNER OF THE
 AM0179'CONCRETE BASE OF SEMAPHORE 285.8, 13 FEET WEST-SOUTHWEST OF A
 AM0179'TELEPHONE POLE, 0.5 FOOT NORTH OF A FENCE, 0.5 FOOT NORTHWEST OF A
 AM0179'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 AM0179'A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 AM0179
 AM0179                          STATION RECOVERY (1996)
 AM0179
 AM0179'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0179'RECOVERED IN GOOD CONDITION.
 AM0179
 AM0179                          STATION RECOVERY (2006)
 AM0179
 AM0179'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0179'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0804 ***********************************************************************
 AY0804  DESIGNATION -  Y 510
 AY0804  PID         -  AY0804
 AY0804  STATE/COUNTY-  TX/BEXAR
 AY0804  USGS QUAD   -  TERRELL WELLS (1992)
 AY0804
 AY0804                         *CURRENT SURVEY CONTROL
 AY0804  ___________________________________________________________________
 AY0804* NAD 83(1986)-  29 18 32.     (N)    098 33 13.     (W)     SCALED    
 AY0804* NAVD 88     -       180.729  (meters)     592.94   (feet)  ADJUSTED  
 AY0804  ___________________________________________________________________
 AY0804  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY0804  DYNAMIC HT  -         180.468 (meters)     592.09  (feet)  COMP
 AY0804  MODELED GRAV-     979,193.5   (mgal)                       NAVD 88
 AY0804
 AY0804  VERT ORDER  -  FIRST     CLASS II
 AY0804
 AY0804.The horizontal coordinates were scaled from a topographic map and have
 AY0804.an estimated accuracy of +/- 6 seconds.
 AY0804
 AY0804.The orthometric height was determined by differential leveling
 AY0804.and adjusted by the National Geodetic Survey in June 1991..
 AY0804
 AY0804.The geoid height was determined by GEOID03.
 AY0804
 AY0804.The dynamic height is computed by dividing the NAVD 88
 AY0804.geopotential number by the normal gravity value computed on the
 AY0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0804.degrees latitude (g = 980.6199 gals.).
 AY0804
 AY0804.The modeled gravity was interpolated from observed gravity values.
 AY0804
 AY0804;                    North         East    Units  Estimated Accuracy
 AY0804;SPC TXSC     - 4,163,610.      643,360.      MT  (+/- 180 meters Scaled)
 AY0804
 AY0804                          SUPERSEDED SURVEY CONTROL
 AY0804
 AY0804  NGVD 29 (??/??/92)  180.633  (m)          592.63   (f) ADJ UNCH    1 2
 AY0804
 AY0804.Superseded values are not recommended for survey control.
 AY0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0804.See file dsdata.txt to determine how the superseded data were derived.
 AY0804
 AY0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT433422(NAD 83)
 AY0804_MARKER: DB = BENCH MARK DISK
 AY0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0804_STAMPING: Y 510 1953
 AY0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0804+STABILITY: SURFACE MOTION
 AY0804
 AY0804  HISTORY     - Date     Condition        Report By
 AY0804  HISTORY     - 1953     MONUMENTED       CGS
 AY0804  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0804  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0804  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0804
 AY0804                          STATION DESCRIPTION
 AY0804
 AY0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0804'0.9 MI S FROM SAN ANTONIO.
 AY0804'0.9 MILE SOUTH ALONG STATE HIGHWAY 346 (PALO ROAD) FROM ITS
 AY0804'INTERSECTION WITH CHAVANAUX ROAD AT SAN ANTONIO, AT AN INTERSECTION
 AY0804'WITH APPLEWHITE ROAD, 82 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AY0804'30 FEET NORTH OF THE CENTER LINE OF APPLEWHITE ROAD, 53 FEET EAST OF A
 AY0804'POWER POLE, 1.8 FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A WITNESS
 AY0804'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY0804'THE GROUND.
 AY0804
 AY0804                          STATION RECOVERY (1966)
 AY0804
 AY0804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0804'MARK NOT FOUND.
 AY0804
 AY0804                          STATION RECOVERY (1989)
 AY0804
 AY0804'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0804'MARK NOT FOUND.
 AY0804
 AY0804                          STATION RECOVERY (1999)
 AY0804
 AY0804'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0191 ***********************************************************************
 GL0191  DESIGNATION -  Y 511
 GL0191  PID         -  GL0191
 GL0191  STATE/COUNTY-  TX/SHERMAN
 GL0191  USGS QUAD   -  CONLEN (1965)
 GL0191
 GL0191                         *CURRENT SURVEY CONTROL
 GL0191  ___________________________________________________________________
 GL0191* NAD 83(1986)-  36 13 34.     (N)    102 07 39.     (W)     SCALED    
 GL0191* NAVD 88     -      1133.577  (meters)    3719.08   (feet)  ADJUSTED  
 GL0191  ___________________________________________________________________
 GL0191  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 GL0191  DYNAMIC HT  -        1132.309 (meters)    3714.92  (feet)  COMP
 GL0191  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 GL0191
 GL0191  VERT ORDER  -  SECOND    CLASS 0
 GL0191
 GL0191.The horizontal coordinates were scaled from a topographic map and have
 GL0191.an estimated accuracy of +/- 6 seconds.
 GL0191
 GL0191.The orthometric height was determined by differential leveling
 GL0191.and adjusted by the National Geodetic Survey in June 1991..
 GL0191
 GL0191.The geoid height was determined by GEOID03.
 GL0191
 GL0191.The dynamic height is computed by dividing the NAVD 88
 GL0191.geopotential number by the normal gravity value computed on the
 GL0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0191.degrees latitude (g = 980.6199 gals.).
 GL0191
 GL0191.The modeled gravity was interpolated from observed gravity values.
 GL0191
 GL0191;                    North         East    Units  Estimated Accuracy
 GL0191;SPC TX N     - 1,247,150.      143,580.      MT  (+/- 180 meters Scaled)
 GL0191
 GL0191                          SUPERSEDED SURVEY CONTROL
 GL0191
 GL0191.No superseded survey control is available for this station.
 GL0191
 GL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA581128(NAD 83)
 GL0191_MARKER: DB = BENCH MARK DISK
 GL0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0191_STAMPING: Y 511 1935
 GL0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0191+STABILITY: SURFACE MOTION
 GL0191
 GL0191  HISTORY     - Date     Condition        Report By
 GL0191  HISTORY     - 1935     MONUMENTED       CGS
 GL0191  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0191
 GL0191                          STATION DESCRIPTION
 GL0191
 GL0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0191'6.4 MI E FROM CONLEN.
 GL0191'6.4 MILES EAST OF POST OFFICE BY ROAD.  TO REACH FROM CONLEN POST
 GL0191'OFFICE GO 0.3 MILES SOUTH, THENCE 6.1 MILES EAST, ALONG GRADED ROADS.
 GL0191'0.3 MILE EAST OF ROAD CROSSING, 0.6 MILE WEST OF RANCH HOUSE WHICH IS
 GL0191'LOCATED NEAR CURVE IN ROAD.  25.4 FEET SOUTH OF CENTERLINE OF ROAD,
 GL0191'AND 5.7 FEET NORTH OF FENCE.
 GL0191
 GL0191                          STATION RECOVERY (1952)
 GL0191
 GL0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0062 ***********************************************************************
 GL0062  DESIGNATION -  Y 512
 GL0062  PID         -  GL0062
 GL0062  STATE/COUNTY-  TX/HARTLEY
 GL0062  USGS QUAD   -  WILCO (1965)
 GL0062
 GL0062                         *CURRENT SURVEY CONTROL
 GL0062  ___________________________________________________________________
 GL0062* NAD 83(1986)-  36 01 34.     (N)    102 22 13.     (W)     SCALED    
 GL0062* NAVD 88     -      1197.615  (meters)    3929.18   (feet)  ADJUSTED  
 GL0062  ___________________________________________________________________
 GL0062  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 GL0062  DYNAMIC HT  -        1196.225 (meters)    3924.61  (feet)  COMP
 GL0062  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 GL0062
 GL0062  VERT ORDER  -  SECOND    CLASS 0
 GL0062
 GL0062.The horizontal coordinates were scaled from a topographic map and have
 GL0062.an estimated accuracy of +/- 6 seconds.
 GL0062
 GL0062.The orthometric height was determined by differential leveling
 GL0062.and adjusted by the National Geodetic Survey in June 1991..
 GL0062
 GL0062.The geoid height was determined by GEOID03.
 GL0062
 GL0062.The dynamic height is computed by dividing the NAVD 88
 GL0062.geopotential number by the normal gravity value computed on the
 GL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0062.degrees latitude (g = 980.6199 gals.).
 GL0062
 GL0062.The modeled gravity was interpolated from observed gravity values.
 GL0062
 GL0062;                    North         East    Units  Estimated Accuracy
 GL0062;SPC TX N     - 1,225,120.      121,560.      MT  (+/- 180 meters Scaled)
 GL0062
 GL0062                          SUPERSEDED SURVEY CONTROL
 GL0062
 GL0062  NGVD 29 (??/??/92) 1197.04   (m)         3927.3    (f) COMPUTED    2 0
 GL0062
 GL0062.Superseded values are not recommended for survey control.
 GL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0062.See file dsdata.txt to determine how the superseded data were derived.
 GL0062
 GL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV369900(NAD 83)
 GL0062_MARKER: DB = BENCH MARK DISK
 GL0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0062_STAMPING: Y 512 1935
 GL0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0062+STABILITY: SURFACE MOTION
 GL0062
 GL0062  HISTORY     - Date     Condition        Report By
 GL0062  HISTORY     - 1935     MONUMENTED       CGS
 GL0062  HISTORY     - 1952     GOOD             NGS
 GL0062  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0062
 GL0062                          STATION DESCRIPTION
 GL0062
 GL0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0062'10.9 MI N FROM HARTLEY.
 GL0062'10.9 MILES NORTH ALONG FARM ROAD 1712 FROM ITS JUNCTION WITH U.S.
 GL0062'HIGHWAY 87 AT HARTLEY, AT A CROSSING OF THE CHICAGO, ROCK ISLAND AND
 GL0062'PACIFIC RAILROAD, 0.1 MILE EAST OF THE STATION SIGN AT DALMOR, 78 FEET
 GL0062'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD.  49 FEET SOUTH OF
 GL0062'THE SOUTH RAIL OF THE RAILROAD, 55 FEET WEST OF A TELEGRAPH POLE, 39.5
 GL0062'FEET EAST OF A NORTH AND SOUTH FENCE, 2 FEET SOUTH OF AN EAST AND WEST
 GL0062'FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0062'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- RAILROAD,
 GL0062'STATION, STATION SIGNS, AND TELEPHONE POLES HAVE ALL BEEN REMOVED. THE
 GL0062'RIGHT-OF-WAY IS NOW UNDER CULTIVATION.
 GL0062
 GL0062                          STATION RECOVERY (1965)
 GL0062
 GL0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0655 ***********************************************************************
 GK0655  DESIGNATION -  Y 513
 GK0655  PID         -  GK0655
 GK0655  STATE/COUNTY-  TX/MOORE
 GK0655  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0655
 GK0655                         *CURRENT SURVEY CONTROL
 GK0655  ___________________________________________________________________
 GK0655* NAD 83(1986)-  36 02 17.     (N)    101 41 04.     (W)     SCALED    
 GK0655* NAVD 88     -      1040.022  (meters)    3412.14   (feet)  ADJUSTED  
 GK0655  ___________________________________________________________________
 GK0655  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GK0655  DYNAMIC HT  -        1038.855 (meters)    3408.31  (feet)  COMP
 GK0655  MODELED GRAV-     979,475.3   (mgal)                       NAVD 88
 GK0655
 GK0655  VERT ORDER  -  SECOND    CLASS 0
 GK0655
 GK0655.The horizontal coordinates were scaled from a topographic map and have
 GK0655.an estimated accuracy of +/- 6 seconds.
 GK0655
 GK0655.The orthometric height was determined by differential leveling
 GK0655.and adjusted by the National Geodetic Survey in June 1991..
 GK0655
 GK0655.The geoid height was determined by GEOID03.
 GK0655
 GK0655.The dynamic height is computed by dividing the NAVD 88
 GK0655.geopotential number by the normal gravity value computed on the
 GK0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0655.degrees latitude (g = 980.6199 gals.).
 GK0655
 GK0655.The modeled gravity was interpolated from observed gravity values.
 GK0655
 GK0655;                    North         East    Units  Estimated Accuracy
 GK0655;SPC TX N     - 1,226,120.      183,380.      MT  (+/- 180 meters Scaled)
 GK0655
 GK0655                          SUPERSEDED SURVEY CONTROL
 GK0655
 GK0655  NGVD 29 (??/??/92) 1039.529  (m)         3410.52   (f) ADJ UNCH    2 0
 GK0655
 GK0655.Superseded values are not recommended for survey control.
 GK0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0655.See file dsdata.txt to determine how the superseded data were derived.
 GK0655
 GK0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE581915(NAD 83)
 GK0655_MARKER: DB = BENCH MARK DISK
 GK0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0655_STAMPING: Y 513 1935
 GK0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0655+STABILITY: SURFACE MOTION
 GK0655
 GK0655  HISTORY     - Date     Condition        Report By
 GK0655  HISTORY     - 1935     MONUMENTED       CGS
 GK0655  HISTORY     - 1943     GOOD             NGS
 GK0655
 GK0655                          STATION DESCRIPTION
 GK0655
 GK0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0655'8.0 MI E FROM SUNRAY.
 GK0655'THIS MARK IS ABOUT 8.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0655'GULF RAILWAY FROM THE STATION AT SUNRAY, MOORE COUNTY, 7.0 FEET WEST
 GK0655'OF MILEPOST 12, ABOUT 300 FEET EAST OF A FENCE RUNNING SOUTH FROM THE
 GK0655'SOUTH RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF THE SOUTH RIGHT OF WAY
 GK0655'FENCE, 36.5 FEET SOUTH OF THE SOUTH RAIL, PROJECTING ABOUT 4-INCHES
 GK0655'ABOVE THE GROUND, 2.0 FEET NORTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0229 ***********************************************************************
 GL0229  DESIGNATION -  Y 516
 GL0229  PID         -  GL0229
 GL0229  STATE/COUNTY-  TX/SHERMAN
 GL0229  USGS QUAD   -  CACTUS WEST (1965)
 GL0229
 GL0229                         *CURRENT SURVEY CONTROL
 GL0229  ___________________________________________________________________
 GL0229* NAD 83(1986)-  36 06 55.     (N)    102 01 08.     (W)     SCALED    
 GL0229* NAVD 88     -      1098.998  (meters)    3605.63   (feet)  ADJUSTED  
 GL0229  ___________________________________________________________________
 GL0229  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 GL0229  DYNAMIC HT  -        1097.759 (meters)    3601.56  (feet)  COMP
 GL0229  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 GL0229
 GL0229  VERT ORDER  -  SECOND    CLASS 0
 GL0229
 GL0229.The horizontal coordinates were scaled from a topographic map and have
 GL0229.an estimated accuracy of +/- 6 seconds.
 GL0229
 GL0229.The orthometric height was determined by differential leveling
 GL0229.and adjusted by the National Geodetic Survey in June 1991..
 GL0229
 GL0229.The geoid height was determined by GEOID03.
 GL0229
 GL0229.The dynamic height is computed by dividing the NAVD 88
 GL0229.geopotential number by the normal gravity value computed on the
 GL0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0229.degrees latitude (g = 980.6199 gals.).
 GL0229
 GL0229.The modeled gravity was interpolated from observed gravity values.
 GL0229
 GL0229;                    North         East    Units  Estimated Accuracy
 GL0229;SPC TX N     - 1,234,790.      153,280.      MT  (+/- 180 meters Scaled)
 GL0229
 GL0229                          SUPERSEDED SURVEY CONTROL
 GL0229
 GL0229  NGVD 29 (??/??/92) 1098.46   (m)         3603.9    (f) COMPUTED    2 0
 GL0229
 GL0229.Superseded values are not recommended for survey control.
 GL0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0229.See file dsdata.txt to determine how the superseded data were derived.
 GL0229
 GL0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA683008(NAD 83)
 GL0229_MARKER: DB = BENCH MARK DISK
 GL0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0229_STAMPING: Y-516 1935
 GL0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0229+STABILITY: SURFACE MOTION
 GL0229
 GL0229  HISTORY     - Date     Condition        Report By
 GL0229  HISTORY     - 1935     MONUMENTED       CGS
 GL0229  HISTORY     - 1965     GOOD             USGS
 GL0229
 GL0229                          STATION DESCRIPTION
 GL0229
 GL0229'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GL0229'16.0 MI S FROM STRATFORD.
 GL0229'16.0 MI. SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GL0229'STATION AT STRATFORD, SHERMAN COUNTY, AT MILEPOST 70. 95 FT. WEST OF
 GL0229'THE WEST RAIL.  57 1/2 FT. NORTHWEST OF TELEPHONE POLE PAINTED WHITE.
 GL0229'2.0 FT. EAST OF RIGHT-OF-WAY FENCE.  A STANDARD TABLET, STAMPED Y-516
 GL0229'1935 AND SET IN THE TOP OF A CONCRETE POST 2.0 FT. BELOW THE SURFACE
 GL0229'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0522 ***********************************************************************
 GK0522  DESIGNATION -  Y 517
 GK0522  PID         -  GK0522
 GK0522  STATE/COUNTY-  TX/SHERMAN
 GK0522  USGS QUAD   -  PLEASURE POND (1974)
 GK0522
 GK0522                         *CURRENT SURVEY CONTROL
 GK0522  ___________________________________________________________________
 GK0522* NAD 83(1986)-  36 10 57.     (N)    101 45 06.     (W)     SCALED    
 GK0522* NAVD 88     -      1056.544  (meters)    3466.34   (feet)  ADJUSTED  
 GK0522  ___________________________________________________________________
 GK0522  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 GK0522  DYNAMIC HT  -        1055.371 (meters)    3462.50  (feet)  COMP
 GK0522  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 GK0522
 GK0522  VERT ORDER  -  SECOND    CLASS 0
 GK0522
 GK0522.The horizontal coordinates were scaled from a topographic map and have
 GK0522.an estimated accuracy of +/- 6 seconds.
 GK0522
 GK0522.The orthometric height was determined by differential leveling
 GK0522.and adjusted by the National Geodetic Survey in June 1991..
 GK0522
 GK0522.The geoid height was determined by GEOID03.
 GK0522
 GK0522.The dynamic height is computed by dividing the NAVD 88
 GK0522.geopotential number by the normal gravity value computed on the
 GK0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0522.degrees latitude (g = 980.6199 gals.).
 GK0522
 GK0522.The modeled gravity was interpolated from observed gravity values.
 GK0522
 GK0522;                    North         East    Units  Estimated Accuracy
 GK0522;SPC TX N     - 1,242,160.      177,360.      MT  (+/- 180 meters Scaled)
 GK0522
 GK0522                          SUPERSEDED SURVEY CONTROL
 GK0522
 GK0522  NGVD 29 (??/??/92) 1056.052  (m)         3464.73   (f) ADJ UNCH    2 0
 GK0522
 GK0522.Superseded values are not recommended for survey control.
 GK0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0522.See file dsdata.txt to determine how the superseded data were derived.
 GK0522
 GK0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF525077(NAD 83)
 GK0522_MARKER: DB = BENCH MARK DISK
 GK0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0522_STAMPING: Y 517 1935
 GK0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0522+STABILITY: SURFACE MOTION
 GK0522
 GK0522  HISTORY     - Date     Condition        Report By
 GK0522  HISTORY     - 1935     MONUMENTED       CGS
 GK0522  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0522
 GK0522                          STATION DESCRIPTION
 GK0522
 GK0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0522'28.5 MI SE FROM STRATFORD.
 GK0522'THIS MARK IS ABOUT 18.4 MILES SOUTHEAST AND ABOUT 10.1 MILES SOUTH
 GK0522'FROM THE CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION AT STRATFORD,
 GK0522'SHERMAN COUNTY, SET IN THE NORTHWEST ANGLE OF THE INTERSECTION OF THE
 GK0522'ROAD AND A EAST-WEST CROSS ROAD, 2.0 FEET EAST OF THE WEST
 GK0522'RIGHT-OF-WAY FENCE, 8.0 FEET NORTH OF A CORNER FENCE POST, 39.0 FEET
 GK0522'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 41.0 FEET WEST OF THE
 GK0522'CENTER LINE OF THE ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND,
 GK0522'2.0 FEET SOUTHEAST OF A WHITE REFERENCE POST.
 GK0522
 GK0522                          STATION RECOVERY (1973)
 GK0522
 GK0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0389 ***********************************************************************
 GK0389  DESIGNATION -  Y 518
 GK0389  PID         -  GK0389
 GK0389  STATE/COUNTY-  TX/HANSFORD
 GK0389  USGS QUAD   -  HOLT (1974)
 GK0389
 GK0389                         *CURRENT SURVEY CONTROL
 GK0389  ___________________________________________________________________
 GK0389* NAD 83(1986)-  36 05 24.     (N)    101 11 52.     (W)     SCALED    
 GK0389* NAVD 88     -       962.763  (meters)    3158.66   (feet)  ADJUSTED  
 GK0389  ___________________________________________________________________
 GK0389  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 GK0389  DYNAMIC HT  -         961.711 (meters)    3155.21  (feet)  COMP
 GK0389  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 GK0389
 GK0389  VERT ORDER  -  SECOND    CLASS 0
 GK0389
 GK0389.The horizontal coordinates were scaled from a topographic map and have
 GK0389.an estimated accuracy of +/- 6 seconds.
 GK0389
 GK0389.The orthometric height was determined by differential leveling
 GK0389.and adjusted by the National Geodetic Survey in June 1991..
 GK0389
 GK0389.The geoid height was determined by GEOID03.
 GK0389
 GK0389.The dynamic height is computed by dividing the NAVD 88
 GK0389.geopotential number by the normal gravity value computed on the
 GK0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0389.degrees latitude (g = 980.6199 gals.).
 GK0389
 GK0389.The modeled gravity was interpolated from observed gravity values.
 GK0389
 GK0389;                    North         East    Units  Estimated Accuracy
 GK0389;SPC TX N     - 1,231,910.      227,220.      MT  (+/- 180 meters Scaled)
 GK0389
 GK0389                          SUPERSEDED SURVEY CONTROL
 GK0389
 GK0389  NGVD 29 (??/??/92)  962.315  (m)         3157.20   (f) ADJ UNCH    2 0
 GK0389
 GK0389.Superseded values are not recommended for survey control.
 GK0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0389.See file dsdata.txt to determine how the superseded data were derived.
 GK0389
 GK0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE021961(NAD 83)
 GK0389_MARKER: DB = BENCH MARK DISK
 GK0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0389_STAMPING: Y 518 1935
 GK0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0389+STABILITY: SURFACE MOTION
 GK0389
 GK0389  HISTORY     - Date     Condition        Report By
 GK0389  HISTORY     - 1935     MONUMENTED       CGS
 GK0389
 GK0389                          STATION DESCRIPTION
 GK0389
 GK0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0389'8.0 MI S FROM SPEARMAN.
 GK0389'8.0 MILES SOUTH OF SPEARMAN, HANSFORD COUNTY.  THIS BENCH MARK MAY BE
 GK0389'REACHED FROM THE COUNTY COURTHOUSE BY GOING 0.4 MILE WEST ALONG STATE
 GK0389'HIGHWAY 282, THENCE 7.6 MILES SOUTH ALONG THE CANADIAN RIVER ROAD. 0.4
 GK0389'MILE NORTH OF THE SECOND ROAD INTERSECTION SOUTH OF SPEARMAN, 37 FEET
 GK0389'EAST OF THE CENTERLINE OF THE ROAD, AND 4.3 FEET NORTHWEST OF A FENCE
 GK0389'CORNER.  A STANDARD DISK, STAMPED Y 518 1935 AND SET IN THE TOP OF A
 GK0389'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0417 ***********************************************************************
 GK0417  DESIGNATION -  Y 519
 GK0417  PID         -  GK0417
 GK0417  STATE/COUNTY-  TX/HANSFORD
 GK0417  USGS QUAD   -  SPEARMAN (1974)
 GK0417
 GK0417                         *CURRENT SURVEY CONTROL
 GK0417  ___________________________________________________________________
 GK0417* NAD 83(1986)-  36 10 25.     (N)    101 14 33.     (W)     SCALED    
 GK0417* NAVD 88     -       943.445  (meters)    3095.29   (feet)  ADJUSTED  
 GK0417  ___________________________________________________________________
 GK0417  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GK0417  DYNAMIC HT  -         942.423 (meters)    3091.93  (feet)  COMP
 GK0417  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 GK0417
 GK0417  VERT ORDER  -  SECOND    CLASS 0
 GK0417
 GK0417.The horizontal coordinates were scaled from a topographic map and have
 GK0417.an estimated accuracy of +/- 6 seconds.
 GK0417
 GK0417.The orthometric height was determined by differential leveling
 GK0417.and adjusted by the National Geodetic Survey in June 1991..
 GK0417
 GK0417.The geoid height was determined by GEOID03.
 GK0417
 GK0417.The dynamic height is computed by dividing the NAVD 88
 GK0417.geopotential number by the normal gravity value computed on the
 GK0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0417.degrees latitude (g = 980.6199 gals.).
 GK0417
 GK0417.The modeled gravity was interpolated from observed gravity values.
 GK0417
 GK0417;                    North         East    Units  Estimated Accuracy
 GK0417;SPC TX N     - 1,241,170.      223,170.      MT  (+/- 180 meters Scaled)
 GK0417
 GK0417                          SUPERSEDED SURVEY CONTROL
 GK0417
 GK0417  NGVD 29 (??/??/92)  943.005  (m)         3093.84   (f) ADJ UNCH    2 0
 GK0417
 GK0417.Superseded values are not recommended for survey control.
 GK0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0417.See file dsdata.txt to determine how the superseded data were derived.
 GK0417
 GK0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF983055(NAD 83)
 GK0417_MARKER: DB = BENCH MARK DISK
 GK0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0417_STAMPING: Y 519 1935
 GK0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0417+STABILITY: SURFACE MOTION
 GK0417
 GK0417  HISTORY     - Date     Condition        Report By
 GK0417  HISTORY     - 1935     MONUMENTED       CGS
 GK0417  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0417
 GK0417                          STATION DESCRIPTION
 GK0417
 GK0417'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GK0417'3.0 MI SW FROM SPEARMAN.
 GK0417'3.0 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0417'STATION AT SPEARMAN, 20 RAILS WEST OF MILEPOST 87, 158 FEET SOUTHWEST
 GK0417'OF THE CENTER OF A ROAD CROSSING, 46.1 FEET SOUTH OF THE SOUTH RAIL,
 GK0417'AND 22.1 FEET WEST OF THE WEST GATEPOST.  A STANDARD DISK, STAMPED Y
 GK0417'519 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE -- RIGHT-OF-WAY
 GK0417'FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1277 ***********************************************************************
 AY1277  DESIGNATION -  Y 520
 AY1277  PID         -  AY1277
 AY1277  STATE/COUNTY-  TX/MEDINA
 AY1277  USGS QUAD   -  HONDO (1982)
 AY1277
 AY1277                         *CURRENT SURVEY CONTROL
 AY1277  ___________________________________________________________________
 AY1277* NAD 83(1986)-  29 22 30.     (N)    099 10 11.     (W)     SCALED    
 AY1277* NAVD 88     -       283.624  (meters)     930.52   (feet)  POSTED    
 AY1277  ___________________________________________________________________
 AY1277  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AY1277  DYNAMIC HT  -         283.210 (meters)     929.16  (feet)  COMP
 AY1277  MODELED GRAV-     979,178.1   (mgal)                       NAVD 88
 AY1277
 AY1277  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1277
 AY1277.The horizontal coordinates were scaled from a topographic map and have
 AY1277.an estimated accuracy of +/- 6 seconds.
 AY1277
 AY1277.The orthometric height was determined by differential leveling
 AY1277.and adjusted by the National Geodetic Survey in 1992..
 AY1277.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1277.rate of 0.0 thru 1.0 mm/km.
 AY1277
 AY1277.The geoid height was determined by GEOID03.
 AY1277
 AY1277.The dynamic height is computed by dividing the NAVD 88
 AY1277.geopotential number by the normal gravity value computed on the
 AY1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1277.degrees latitude (g = 980.6199 gals.).
 AY1277
 AY1277.The modeled gravity was interpolated from observed gravity values.
 AY1277
 AY1277;                    North         East    Units  Estimated Accuracy
 AY1277;SPC TXSC     - 4,170,870.      583,530.      MT  (+/- 180 meters Scaled)
 AY1277
 AY1277                          SUPERSEDED SURVEY CONTROL
 AY1277
 AY1277  NGVD 29 (??/??/92)  283.488  (m)          930.08   (f) ADJ UNCH    2 0
 AY1277
 AY1277.Superseded values are not recommended for survey control.
 AY1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1277.See file dsdata.txt to determine how the superseded data were derived.
 AY1277
 AY1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT835495(NAD 83)
 AY1277_MARKER: DB = BENCH MARK DISK
 AY1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1277_STAMPING: Y-520 1953
 AY1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1277+STABILITY: SURFACE MOTION
 AY1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1277+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1277
 AY1277  HISTORY     - Date     Condition        Report By
 AY1277  HISTORY     - 1953     MONUMENTED       CGS
 AY1277  HISTORY     - 1968     GOOD             USGS
 AY1277  HISTORY     - 19950427 GOOD             USPSQD
 AY1277  HISTORY     - 19950518 GOOD             USPSQD
 AY1277  HISTORY     - 20011227 GOOD             USPSQD
 AY1277  HISTORY     - 20050521 GOOD             USPSQD
 AY1277
 AY1277                          STATION DESCRIPTION
 AY1277
 AY1277'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AY1277'3.5 MI NW FROM HONDO.
 AY1277'3.45 MILES NORTHWEST ALONG FARM ROAD 462 FROM THE COURTHOUSE AT HONDO,
 AY1277'AT A CURVE IN THE ROAD, 35 FEET EAST OF THE CENTER LINE OF A N-S ROAD,
 AY1277'41 FEET SOUTHWEST OF THE CENTER LINE OF FARM ROAD 462, 9.5 FEET SOUTH
 AY1277'OF THE CORNER POST OF THE RIGHT-OF-WAY FENCE WITHIN THE ROAD ISLAND,
 AY1277'2.5 FEET EAST OF THE WEST ROW FENCE AND 2 FEET SOUTHWEST OF THE
 AY1277'NORTHEAST ROW FENCE.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1277'0.2 FOOT ABOVE GROUND.
 AY1277
 AY1277                          STATION RECOVERY (1995)
 AY1277
 AY1277'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1277'RECOVERED IN GOOD CONDITION.
 AY1277
 AY1277                          STATION RECOVERY (1995)
 AY1277
 AY1277'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1277'RECOVERED IN GOOD CONDITION.
 AY1277
 AY1277                          STATION RECOVERY (2001)
 AY1277
 AY1277'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1277'RECOVERED IN GOOD CONDITION.
 AY1277
 AY1277                          STATION RECOVERY (2005)
 AY1277
 AY1277'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0738 ***********************************************************************
 FL0738  DESIGNATION -  Y 523
 FL0738  PID         -  FL0738
 FL0738  STATE/COUNTY-  TX/HUTCHINSON
 FL0738  USGS QUAD   -  ADOBE CREEK (1971)
 FL0738
 FL0738                         *CURRENT SURVEY CONTROL
 FL0738  ___________________________________________________________________
 FL0738* NAD 83(1986)-  35 58 43.     (N)    101 14 54.     (W)     SCALED    
 FL0738* NAVD 88     -       979.496  (meters)    3213.56   (feet)  ADJUSTED  
 FL0738  ___________________________________________________________________
 FL0738  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 FL0738  DYNAMIC HT  -         978.411 (meters)    3210.00  (feet)  COMP
 FL0738  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 FL0738
 FL0738  VERT ORDER  -  SECOND    CLASS 0
 FL0738
 FL0738.The horizontal coordinates were scaled from a topographic map and have
 FL0738.an estimated accuracy of +/- 6 seconds.
 FL0738
 FL0738.The orthometric height was determined by differential leveling
 FL0738.and adjusted by the National Geodetic Survey in June 1991..
 FL0738
 FL0738.The geoid height was determined by GEOID03.
 FL0738
 FL0738.The dynamic height is computed by dividing the NAVD 88
 FL0738.geopotential number by the normal gravity value computed on the
 FL0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0738.degrees latitude (g = 980.6199 gals.).
 FL0738
 FL0738.The modeled gravity was interpolated from observed gravity values.
 FL0738
 FL0738;                    North         East    Units  Estimated Accuracy
 FL0738;SPC TX N     - 1,219,530.      222,700.      MT  (+/- 180 meters Scaled)
 FL0738
 FL0738                          SUPERSEDED SURVEY CONTROL
 FL0738
 FL0738  NGVD 29 (??/??/92)  979.045  (m)         3212.08   (f) ADJ UNCH    2 0
 FL0738
 FL0738.Superseded values are not recommended for survey control.
 FL0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0738.See file dsdata.txt to determine how the superseded data were derived.
 FL0738
 FL0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE972839(NAD 83)
 FL0738_MARKER: DB = BENCH MARK DISK
 FL0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0738_STAMPING: Y 523 1935
 FL0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0738+STABILITY: SURFACE MOTION
 FL0738
 FL0738  HISTORY     - Date     Condition        Report By
 FL0738  HISTORY     - 1935     MONUMENTED       CGS
 FL0738  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0738
 FL0738                          STATION DESCRIPTION
 FL0738
 FL0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0738'19.7 MI SW FROM SPEARMAN.
 FL0738'IN HUTCHINSON COUNTY, 19.7 MILES SOUTHWEST OF SPEARMAN, HANSFORD
 FL0738'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY
 FL0738'GOING 0.4 MILE WEST ALONG STATE HIGHWAY 282, THENCE 11.6 MILES SOUTH,
 FL0738'2.0 MILES WEST, 1.2 MILES SOUTH, 1.1 MILES WEST, AND 3.4 MILES SOUTH
 FL0738'ALONG GRADED ROADS.  AT A ROAD JUNCTION, 126 FEET SOUTH OF THE
 FL0738'CENTERLINE OF THE EAST-AND-WEST ROAD, 29.8 FEET EAST OF THE CENTERLINE
 FL0738'OF THE NORTH-AND-SOUTH ROAD, 94.6 FEET SOUTH OF THE RIGHT-OF-WAY
 FL0738'CORNER FENCEPOST, AND 1.7 FEET WEST OF THE FENCE.  A STANDARD DISK,
 FL0738'STAMPED Y 523 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- RD.
 FL0738'WORK IN AREA.
 FL0738
 FL0738                          STATION RECOVERY (1971)
 FL0738
 FL0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0613 ***********************************************************************
 AY0613  DESIGNATION -  Y 524
 AY0613  PID         -  AY0613
 AY0613  STATE/COUNTY-  TX/BEXAR
 AY0613  USGS QUAD   -  MACDONA (1991)
 AY0613
 AY0613                         *CURRENT SURVEY CONTROL
 AY0613  ___________________________________________________________________
 AY0613* NAD 83(1986)-  29 20 21.     (N)    098 41 30.     (W)     SCALED    
 AY0613* NAVD 88     -       185.901  (meters)     609.91   (feet)  ADJUSTED  
 AY0613  ___________________________________________________________________
 AY0613  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AY0613  DYNAMIC HT  -         185.632 (meters)     609.03  (feet)  COMP
 AY0613  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 AY0613
 AY0613  VERT ORDER  -  FIRST     CLASS II
 AY0613
 AY0613.The horizontal coordinates were scaled from a topographic map and have
 AY0613.an estimated accuracy of +/- 6 seconds.
 AY0613
 AY0613.The orthometric height was determined by differential leveling
 AY0613.and adjusted by the National Geodetic Survey in June 1991..
 AY0613
 AY0613.The geoid height was determined by GEOID03.
 AY0613
 AY0613.The dynamic height is computed by dividing the NAVD 88
 AY0613.geopotential number by the normal gravity value computed on the
 AY0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0613.degrees latitude (g = 980.6199 gals.).
 AY0613
 AY0613.The modeled gravity was interpolated from observed gravity values.
 AY0613
 AY0613;                    North         East    Units  Estimated Accuracy
 AY0613;SPC TXSC     - 4,166,930.      629,940.      MT  (+/- 180 meters Scaled)
 AY0613
 AY0613                          SUPERSEDED SURVEY CONTROL
 AY0613
 AY0613  NGVD 29 (??/??/92)  185.773  (m)          609.49   (f) ADJ UNCH    1 2
 AY0613
 AY0613.Superseded values are not recommended for survey control.
 AY0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0613.See file dsdata.txt to determine how the superseded data were derived.
 AY0613
 AY0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT299456(NAD 83)
 AY0613_MARKER: DB = BENCH MARK DISK
 AY0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0613_STAMPING: Y 524 1953
 AY0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0613+STABILITY: SURFACE MOTION
 AY0613
 AY0613  HISTORY     - Date     Condition        Report By
 AY0613  HISTORY     - 1953     MONUMENTED       CGS
 AY0613  HISTORY     - 1956     GOOD             NGS
 AY0613  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0613
 AY0613                          STATION DESCRIPTION
 AY0613
 AY0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0613'1.15 MI N FROM MACDONA.
 AY0613'0.15 MILE EAST ALONG NELSON ROAD FROM THE POST OFFICE AT MACDONA,
 AY0613'THENCE 1.0 MILE NORTH ALONG PUE ROAD, 17 FEET WEST OF THE CENTER LINE
 AY0613'OF PUE ROAD, 27 FEET SOUTH OF A 36 INCH PECAN TREE, 2 FEET EAST OF A
 AY0613'FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY0613'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0613
 AY0613                          STATION RECOVERY (1999)
 AY0613
 AY0613'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0275 ***********************************************************************
 FM0275  DESIGNATION -  Y 527
 FM0275  PID         -  FM0275
 FM0275  STATE/COUNTY-  TX/OLDHAM
 FM0275  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0275
 FM0275                         *CURRENT SURVEY CONTROL
 FM0275  ___________________________________________________________________
 FM0275* NAD 83(1986)-  35 17 45.     (N)    102 21 22.     (W)     SCALED    
 FM0275* NAVD 88     -      1227.539  (meters)    4027.35   (feet)  ADJUSTED  
 FM0275  ___________________________________________________________________
 FM0275  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 FM0275  DYNAMIC HT  -        1226.064 (meters)    4022.51  (feet)  COMP
 FM0275  MODELED GRAV-     979,390.0   (mgal)                       NAVD 88
 FM0275
 FM0275  VERT ORDER  -  SECOND    CLASS 0
 FM0275
 FM0275.The horizontal coordinates were scaled from a topographic map and have
 FM0275.an estimated accuracy of +/- 6 seconds.
 FM0275
 FM0275.The orthometric height was determined by differential leveling
 FM0275.and adjusted by the National Geodetic Survey in June 1991..
 FM0275
 FM0275.The geoid height was determined by GEOID03.
 FM0275
 FM0275.The dynamic height is computed by dividing the NAVD 88
 FM0275.geopotential number by the normal gravity value computed on the
 FM0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0275.degrees latitude (g = 980.6199 gals.).
 FM0275
 FM0275.The modeled gravity was interpolated from observed gravity values.
 FM0275
 FM0275;                    North         East    Units  Estimated Accuracy
 FM0275;SPC TX N     - 1,144,090.      122,140.      MT  (+/- 180 meters Scaled)
 FM0275
 FM0275                          SUPERSEDED SURVEY CONTROL
 FM0275
 FM0275  NGVD 29 (??/??/92) 1227.020  (m)         4025.65   (f) ADJ UNCH    2 0
 FM0275
 FM0275.Superseded values are not recommended for survey control.
 FM0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0275.See file dsdata.txt to determine how the superseded data were derived.
 FM0275
 FM0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV404090(NAD 83)
 FM0275_MARKER: DB = BENCH MARK DISK
 FM0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0275_STAMPING: Y-527 1935
 FM0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0275+STABILITY: SURFACE MOTION
 FM0275
 FM0275  HISTORY     - Date     Condition        Report By
 FM0275  HISTORY     - 1935     MONUMENTED       CGS
 FM0275  HISTORY     - 1966     GOOD             USGS
 FM0275
 FM0275                          STATION DESCRIPTION
 FM0275
 FM0275'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FM0275'8.0 MI NE FROM VEGA.
 FM0275'VEGA, ABOUT 6.0 MILES SOUTHEAST OF ALONG US HWY 66 TO X-ROADS ABOUT
 FM0275'0.1 MILE EAST OF EVERETT SIDING.  THENCE ABOUT 4.0 MILES NORTH ALONG
 FM0275'COUNTY ROAD TO THE JAY TAYLOR RANCH.  THENCE ABOUT 2.0 MILES NORTHWEST
 FM0275'ALONG RANCH ROAD.  ABOUT 0.4 MILE NORTH OF WINDMILL.  AT A BEND IN THE
 FM0275'ROAD.  13 FT WEST OF THE ROAD.  IN TOP OF A CONCRETE POST. A STD. USC
 FM0275'AND GS DISK STAMPED Y-527 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0300 ***********************************************************************
 FM0300  DESIGNATION -  Y 528
 FM0300  PID         -  FM0300
 FM0300  STATE/COUNTY-  TX/POTTER
 FM0300  USGS QUAD   -  ROTTEN HILL (1966)
 FM0300
 FM0300                         *CURRENT SURVEY CONTROL
 FM0300  ___________________________________________________________________
 FM0300* NAD 83(1986)-  35 21 44.     (N)    102 08 03.     (W)     SCALED    
 FM0300* NAVD 88     -      1080.430  (meters)    3544.71   (feet)  ADJUSTED  
 FM0300  ___________________________________________________________________
 FM0300  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FM0300  DYNAMIC HT  -        1079.150 (meters)    3540.51  (feet)  COMP
 FM0300  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 FM0300
 FM0300  VERT ORDER  -  SECOND    CLASS 0
 FM0300
 FM0300.The horizontal coordinates were scaled from a topographic map and have
 FM0300.an estimated accuracy of +/- 6 seconds.
 FM0300
 FM0300.The orthometric height was determined by differential leveling
 FM0300.and adjusted by the National Geodetic Survey in June 1991..
 FM0300
 FM0300.The geoid height was determined by GEOID03.
 FM0300
 FM0300.The dynamic height is computed by dividing the NAVD 88
 FM0300.geopotential number by the normal gravity value computed on the
 FM0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0300.degrees latitude (g = 980.6199 gals.).
 FM0300
 FM0300.The modeled gravity was interpolated from observed gravity values.
 FM0300
 FM0300;                    North         East    Units  Estimated Accuracy
 FM0300;SPC TX N     - 1,151,310.      142,370.      MT  (+/- 180 meters Scaled)
 FM0300
 FM0300                          SUPERSEDED SURVEY CONTROL
 FM0300
 FM0300  NGVD 29 (??/??/92) 1079.953  (m)         3543.15   (f) ADJ UNCH    2 0
 FM0300
 FM0300.Superseded values are not recommended for survey control.
 FM0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0300.See file dsdata.txt to determine how the superseded data were derived.
 FM0300
 FM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV603169(NAD 83)
 FM0300_MARKER: DB = BENCH MARK DISK
 FM0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0300_STAMPING: Y 528 1935
 FM0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0300+STABILITY: SURFACE MOTION
 FM0300
 FM0300  HISTORY     - Date     Condition        Report By
 FM0300  HISTORY     - 1935     MONUMENTED       CGS
 FM0300
 FM0300                          STATION DESCRIPTION
 FM0300
 FM0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0300'16.1 MI NW FROM BUSHLAND.
 FM0300'TO REACH BENCHMARK FROM POST-OFFICE GO 6.3 MILES NORTHWEST ALONG GOOD
 FM0300'GRADED ROAD TO JUNCTION OF AMARILLO-TASCOSA ROAD, THENCE 7.5 MILES
 FM0300'NORTHWEST TO TRAIL LEADING SOUTHWESTERLY THROUGH WIRE GATE, THENCE
 FM0300'SOUTHWESTERLY ALONG WINDING TRAIL 0.3 MILE TO E-W FENCE, THENCE WEST
 FM0300'ALONG FENCE 2.0 MILES.  BENCHMARK IS SET AT THE JUNCTION OF TWO TRAILS
 FM0300'ON A SMALL KNOLLL BETWEEN THE EAST ENDS OF TWO DEEP CANYONS IN A DENSE
 FM0300'THICKET OF MESQUITE APPROXIMATELY 2.3 MILES WEST OF THE
 FM0300'AMARILLO-TASCOSA ROAD.  BEING 121.0 FEET SOUTHEAST OF JUNCTION OF
 FM0300'TRAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0717 ***********************************************************************
 FL0717  DESIGNATION -  Y 529
 FL0717  PID         -  FL0717
 FL0717  STATE/COUNTY-  TX/HUTCHINSON
 FL0717  USGS QUAD   -  GARDEN SPRINGS (1971)
 FL0717
 FL0717                         *CURRENT SURVEY CONTROL
 FL0717  ___________________________________________________________________
 FL0717* NAD 83(1986)-  35 54 27.     (N)    101 06 47.     (W)     SCALED    
 FL0717* NAVD 88     -       797.535  (meters)    2616.58   (feet)  ADJUSTED  
 FL0717  ___________________________________________________________________
 FL0717  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FL0717  DYNAMIC HT  -         796.674 (meters)    2613.75  (feet)  COMP
 FL0717  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 FL0717
 FL0717  VERT ORDER  -  SECOND    CLASS 0
 FL0717
 FL0717.The horizontal coordinates were scaled from a topographic map and have
 FL0717.an estimated accuracy of +/- 6 seconds.
 FL0717
 FL0717.The orthometric height was determined by differential leveling
 FL0717.and adjusted by the National Geodetic Survey in June 1991..
 FL0717
 FL0717.The geoid height was determined by GEOID03.
 FL0717
 FL0717.The dynamic height is computed by dividing the NAVD 88
 FL0717.geopotential number by the normal gravity value computed on the
 FL0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0717.degrees latitude (g = 980.6199 gals.).
 FL0717
 FL0717.The modeled gravity was interpolated from observed gravity values.
 FL0717
 FL0717;                    North         East    Units  Estimated Accuracy
 FL0717;SPC TX N     - 1,211,680.      234,930.      MT  (+/- 180 meters Scaled)
 FL0717
 FL0717                          SUPERSEDED SURVEY CONTROL
 FL0717
 FL0717  NGVD 29 (??/??/92)  797.146  (m)         2615.30   (f) ADJ UNCH    2 0
 FL0717
 FL0717.Superseded values are not recommended for survey control.
 FL0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0717.See file dsdata.txt to determine how the superseded data were derived.
 FL0717
 FL0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE093757(NAD 83)
 FL0717_MARKER: DB = BENCH MARK DISK
 FL0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0717_STAMPING: Y 529 1935
 FL0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0717+STABILITY: SURFACE MOTION
 FL0717
 FL0717  HISTORY     - Date     Condition        Report By
 FL0717  HISTORY     - 1935     MONUMENTED       CGS
 FL0717  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0717
 FL0717                          STATION DESCRIPTION
 FL0717
 FL0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0717'12.7 MI NE FROM PLEMONS.
 FL0717'12.7 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM THE POST OFFICE AT
 FL0717'PLEMONS, 2.5 MILES EAST OF A PROMINENT HILL WITH A ROCKY CAP, 2.4
 FL0717'MILES EAST OF THE BORGER SPORTING CLUB LAKE, 0.7 MILE NORTH OF THE
 FL0717'NORTH BANK OF CANADIAN RIVER, AT THE JUNCTION OF A TRAIL LEADING TO A
 FL0717'LARGE SPRING MEADOW, ABOUT 1,900 FEET NORTH OF A WINDMILL AT THE
 FL0717'CENTER OF THE MEADOW, AND 23 FEET SOUTH OF THE CENTERLINE OF THE
 FL0717'TRAIL.  A STANDARD DISK, STAMPED Y 529 1935 AND SET IN THE TOP OF A
 FL0717'CONCRETE POST.
 FL0717
 FL0717                          STATION RECOVERY (1971)
 FL0717
 FL0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0531 ***********************************************************************
 FL0531  DESIGNATION -  Y 530
 FL0531  PID         -  FL0531
 FL0531  STATE/COUNTY-  TX/HEMPHILL
 FL0531  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0531
 FL0531                         *CURRENT SURVEY CONTROL
 FL0531  ___________________________________________________________________
 FL0531* NAD 83(1986)-  35 58 19.     (N)    100 31 26.     (W)     SCALED    
 FL0531* NAVD 88     -       726.568  (meters)    2383.75   (feet)  ADJUSTED  
 FL0531  ___________________________________________________________________
 FL0531  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FL0531  DYNAMIC HT  -         725.797 (meters)    2381.22  (feet)  COMP
 FL0531  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 FL0531
 FL0531  VERT ORDER  -  SECOND    CLASS 0
 FL0531
 FL0531.The horizontal coordinates were scaled from a topographic map and have
 FL0531.an estimated accuracy of +/- 6 seconds.
 FL0531
 FL0531.The orthometric height was determined by differential leveling
 FL0531.and adjusted by the National Geodetic Survey in June 1991..
 FL0531
 FL0531.The geoid height was determined by GEOID03.
 FL0531
 FL0531.The dynamic height is computed by dividing the NAVD 88
 FL0531.geopotential number by the normal gravity value computed on the
 FL0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0531.degrees latitude (g = 980.6199 gals.).
 FL0531
 FL0531.The modeled gravity was interpolated from observed gravity values.
 FL0531
 FL0531;                    North         East    Units  Estimated Accuracy
 FL0531;SPC TX N     - 1,219,200.      288,040.      MT  (+/- 180 meters Scaled)
 FL0531
 FL0531                          SUPERSEDED SURVEY CONTROL
 FL0531
 FL0531  NGVD 29 (??/??/92)  726.227  (m)         2382.63   (f) ADJ UNCH    2 0
 FL0531
 FL0531.Superseded values are not recommended for survey control.
 FL0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0531.See file dsdata.txt to determine how the superseded data were derived.
 FL0531
 FL0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE626819(NAD 83)
 FL0531_MARKER: DB = BENCH MARK DISK
 FL0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0531_STAMPING: Y 530 1935
 FL0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0531+STABILITY: SURFACE MOTION
 FL0531
 FL0531  HISTORY     - Date     Condition        Report By
 FL0531  HISTORY     - 1935     MONUMENTED       CGS
 FL0531  HISTORY     - 1949     GOOD             NGS
 FL0531  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0531
 FL0531                          STATION DESCRIPTION
 FL0531
 FL0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FL0531'12.9 MI NW FROM CANADIAN.
 FL0531'9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 FL0531'CANADIAN, THENCE 3.9 MILES WEST ALONG A ROAD.  0.8 MILE EAST OF A
 FL0531'WINDMILL, 22.6 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT NORTHWEST
 FL0531'CORNER OF A WHITE CATTLE GUARD AND UNDER NORTH WING, AND 3.4 FEET WEST
 FL0531'OF THE SECTION-LINE FENCE.  A STANDARD DISK, STAMPED Y 530 1935 AND
 FL0531'SET IN THE TOP OF A CONCRETE POST.
 FL0531
 FL0531                          STATION RECOVERY (1972)
 FL0531
 FL0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0394 ***********************************************************************
 FM0394  DESIGNATION -  Y 532
 FM0394  PID         -  FM0394
 FM0394  STATE/COUNTY-  TX/OLDHAM
 FM0394  USGS QUAD   -  ALAMOCITOS CAMP (1966)
 FM0394
 FM0394                         *CURRENT SURVEY CONTROL
 FM0394  ___________________________________________________________________
 FM0394* NAD 83(1986)-  35 25 18.     (N)    102 35 38.     (W)     SCALED    
 FM0394* NAVD 88     -      1116.929  (meters)    3664.46   (feet)  ADJUSTED  
 FM0394  ___________________________________________________________________
 FM0394  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 FM0394  DYNAMIC HT  -        1115.611 (meters)    3660.13  (feet)  COMP
 FM0394  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 FM0394
 FM0394  VERT ORDER  -  SECOND    CLASS 0
 FM0394
 FM0394.The horizontal coordinates were scaled from a topographic map and have
 FM0394.an estimated accuracy of +/- 6 seconds.
 FM0394
 FM0394.The orthometric height was determined by differential leveling
 FM0394.and adjusted by the National Geodetic Survey in June 1991..
 FM0394
 FM0394.The geoid height was determined by GEOID03.
 FM0394
 FM0394.The dynamic height is computed by dividing the NAVD 88
 FM0394.geopotential number by the normal gravity value computed on the
 FM0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0394.degrees latitude (g = 980.6199 gals.).
 FM0394
 FM0394.The modeled gravity was interpolated from observed gravity values.
 FM0394
 FM0394;                    North         East    Units  Estimated Accuracy
 FM0394;SPC TX N     - 1,158,260.      100,670.      MT  (+/- 180 meters Scaled)
 FM0394
 FM0394                          SUPERSEDED SURVEY CONTROL
 FM0394
 FM0394  NGVD 29 (??/??/92) 1116.424  (m)         3662.80   (f) ADJ UNCH    2 0
 FM0394
 FM0394.Superseded values are not recommended for survey control.
 FM0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0394.See file dsdata.txt to determine how the superseded data were derived.
 FM0394
 FM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV184224(NAD 83)
 FM0394_MARKER: DB = BENCH MARK DISK
 FM0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0394_STAMPING: Y 532 1935
 FM0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0394+STABILITY: SURFACE MOTION
 FM0394
 FM0394  HISTORY     - Date     Condition        Report By
 FM0394  HISTORY     - 1935     MONUMENTED       CGS
 FM0394  HISTORY     - 1965     GOOD             USGS
 FM0394
 FM0394                          STATION DESCRIPTION
 FM0394
 FM0394'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FM0394'19.4 MI NW FROM VEGA.
 FM0394'ABOUT 1.5 MI SOUTHEAST OF ALAMOCITOS CAMP AND ABOUT 1500 FEET EAST OF
 FM0394'EAST PRONG ALAMOCITOS CREEK AND ABOUT 1200 FT. SOUTHEAST OF EAST
 FM0394'ALAMOCITOS WINDMILL ON SOUTH SIDE OF ABANDONED TRAIL RUNNING EAST-WEST
 FM0394'ON RIDGELINE.  TO REACH FROM ALAMOCITOS CAMP GO SOUTH ON TRAIL 1.0
 FM0394'MILES TO TRAIL FORK EAST TO EAST ALAMOCITOS WINDMILL.  TURN LEFT
 FM0394'(EAST) CROSSING ALAMOCITOS CREEK AND CONTINUE ON TRAIL PAST WINDMILL
 FM0394'FOR ONE TENTH MILE.  TURN RIGHT (SOUTH) CROSS COUNTRY FOR TWO TENTHS
 FM0394'MILE TO ABANDONED TRAIL AND STATION.  IN CONCRETE POST PROJECTING 0.5
 FM0394'FT A STD. DISK STAMPED Y 532 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0530 ***********************************************************************
 EN0530  DESIGNATION -  Y 535
 EN0530  PID         -  EN0530
 EN0530  STATE/COUNTY-  TX/RANDALL
 EN0530  USGS QUAD   -  WESLEY POINT (1984)
 EN0530
 EN0530                         *CURRENT SURVEY CONTROL
 EN0530  ___________________________________________________________________
 EN0530* NAD 83(1986)-  34 46 41.     (N)    101 44 28.     (W)     SCALED    
 EN0530* NAVD 88     -      1083.908  (meters)    3556.12   (feet)  ADJUSTED  
 EN0530  ___________________________________________________________________
 EN0530  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EN0530  DYNAMIC HT  -        1082.576 (meters)    3551.75  (feet)  COMP
 EN0530  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 EN0530
 EN0530  VERT ORDER  -  SECOND    CLASS 0
 EN0530
 EN0530.The horizontal coordinates were scaled from a topographic map and have
 EN0530.an estimated accuracy of +/- 6 seconds.
 EN0530
 EN0530.The orthometric height was determined by differential leveling
 EN0530.and adjusted by the National Geodetic Survey in June 1991..
 EN0530
 EN0530.The geoid height was determined by GEOID03.
 EN0530
 EN0530.The dynamic height is computed by dividing the NAVD 88
 EN0530.geopotential number by the normal gravity value computed on the
 EN0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0530.degrees latitude (g = 980.6199 gals.).
 EN0530
 EN0530.The modeled gravity was interpolated from observed gravity values.
 EN0530
 EN0530;                    North         East    Units  Estimated Accuracy
 EN0530;SPC TX N     - 1,086,340.      177,930.      MT  (+/- 180 meters Scaled)
 EN0530
 EN0530                          SUPERSEDED SURVEY CONTROL
 EN0530
 EN0530  NGVD 29 (??/??/92) 1083.457  (m)         3554.64   (f) ADJ UNCH    2 0
 EN0530
 EN0530.Superseded values are not recommended for survey control.
 EN0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0530.See file dsdata.txt to determine how the superseded data were derived.
 EN0530
 EN0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD491518(NAD 83)
 EN0530_MARKER: DB = BENCH MARK DISK
 EN0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0530_STAMPING: Y 535 1935
 EN0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0530+STABILITY: SURFACE MOTION
 EN0530
 EN0530  HISTORY     - Date     Condition        Report By
 EN0530  HISTORY     - 1935     MONUMENTED       CGS
 EN0530  HISTORY     - 1979     MARK NOT FOUND   USGS
 EN0530
 EN0530                          STATION DESCRIPTION
 EN0530
 EN0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0530'12.1 MI NE FROM HAPPY.
 EN0530'IN RANDALL COUNTY, 12.1 MILES NORTHEAST OF HAPPY, SWISHER COUNTY. THIS
 EN0530'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING ALONG GRADED
 EN0530'ROADS 0.4 MILE EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH,
 EN0530'3.0 MILES EAST AND 4.1 MILES NORTH.  A STANDARD DISK, STAMPED Y 535
 EN0530'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EN0530
 EN0530                          STATION RECOVERY (1979)
 EN0530
 EN0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EN0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1191 ***********************************************************************
 FL1191  DESIGNATION -  Y 536
 FL1191  PID         -  FL1191
 FL1191  STATE/COUNTY-  TX/CARSON
 FL1191  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1191
 FL1191                         *CURRENT SURVEY CONTROL
 FL1191  ___________________________________________________________________
 FL1191* NAD 83(1986)-  35 17 50.     (N)    101 32 23.     (W)     SCALED    
 FL1191* NAVD 88     -      1074.632  (meters)    3525.69   (feet)  ADJUSTED  
 FL1191  ___________________________________________________________________
 FL1191  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1191  DYNAMIC HT  -        1073.357 (meters)    3521.51  (feet)  COMP
 FL1191  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 FL1191
 FL1191  VERT ORDER  -  SECOND    CLASS 0
 FL1191
 FL1191.The horizontal coordinates were scaled from a topographic map and have
 FL1191.an estimated accuracy of +/- 6 seconds.
 FL1191
 FL1191.The orthometric height was determined by differential leveling
 FL1191.and adjusted by the National Geodetic Survey in June 1991..
 FL1191
 FL1191.The geoid height was determined by GEOID03.
 FL1191
 FL1191.The dynamic height is computed by dividing the NAVD 88
 FL1191.geopotential number by the normal gravity value computed on the
 FL1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1191.degrees latitude (g = 980.6199 gals.).
 FL1191
 FL1191.The modeled gravity was interpolated from observed gravity values.
 FL1191
 FL1191;                    North         East    Units  Estimated Accuracy
 FL1191;SPC TX N     - 1,143,910.      196,390.      MT  (+/- 180 meters Scaled)
 FL1191
 FL1191                          SUPERSEDED SURVEY CONTROL
 FL1191
 FL1191  NGVD 29 (??/??/92) 1074.129  (m)         3524.04   (f) ADJ UNCH    2 0
 FL1191
 FL1191.Superseded values are not recommended for survey control.
 FL1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1191.See file dsdata.txt to determine how the superseded data were derived.
 FL1191
 FL1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE690089(NAD 83)
 FL1191_MARKER: DB = BENCH MARK DISK
 FL1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1191_STAMPING: Y 536 1935
 FL1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1191+STABILITY: SURFACE MOTION
 FL1191
 FL1191  HISTORY     - Date     Condition        Report By
 FL1191  HISTORY     - 1935     MONUMENTED       CGS
 FL1191  HISTORY     - 1974     GOOD             NGS
 FL1191
 FL1191                          STATION DESCRIPTION
 FL1191
 FL1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1191'9.5 MI W FROM PANHANDLE.
 FL1191'THE MARK WAS FOUND IN GOOD CONDITION.  THE DISK WAS FOUND STAMPED Y
 FL1191'534 1935.  A BENCH MARK DESCRIBED IN 107--LINE 7 IS DESCRIBED AS Y 534
 FL1191'1935 ALSO.  CHECKING THE LOCATION OF THE MARK, IT WAS FOUND THE MARK
 FL1191'SHOULD HAVE BEEN STAMPED Y 536 1935.  THE DISK WAS RE-STAMPED AT THIS
 FL1191'TIME Y 536 1935.  FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE
 FL1191'HIGHWAY 207, WHICH IS LOCATED AT THE WEST EDGE OF PANHANDLE. GO WEST
 FL1191'ON U.S. HWY. 60/ FOR 9.5 MILES TO THE INTERSECTION OF FARM ROAD 2373.
 FL1191'TURN RIGHT CROSSING RAILROAD TRACKS AND GO NORTH ON FARM ROAD 2373 FOR
 FL1191'0.7 MILE TO MARK ON THE RIGHT.  ABOUT 0.15 MILE NORTH OF A GRAVEL ROAD
 FL1191'LEADING EASTERLY.  STANDARD BENCH MARK DISK, SET IN THE TOP OF A
 FL1191'SQUARE CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED Y
 FL1191'536 1935.  IT IS 52 FEET EAST OF THE CENTER-LINE OF FARM ROAD 2373, 49
 FL1191'FEET SOUTH OF THE TANGENT OF A T FENCE-CORNER ON THE WEST SIDE OF
 FL1191'ROAD, 10 FEET EAST OF THE FENCE-LINE AND 10 FEET EAST OF METAL WITNESS
 FL1191'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0181 ***********************************************************************
 FM0181  DESIGNATION -  Y 538
 FM0181  PID         -  FM0181
 FM0181  STATE/COUNTY-  TX/HARTLEY
 FM0181  USGS QUAD   -  CHANNING (1971)
 FM0181
 FM0181                         *CURRENT SURVEY CONTROL
 FM0181  ___________________________________________________________________
 FM0181* NAD 83(1986)-  35 40 48.     (N)    102 19 09.     (W)     SCALED    
 FM0181* NAVD 88     -      1154.206  (meters)    3786.76   (feet)  ADJUSTED  
 FM0181  ___________________________________________________________________
 FM0181  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 FM0181  DYNAMIC HT  -        1152.853 (meters)    3782.32  (feet)  COMP
 FM0181  MODELED GRAV-     979,421.0   (mgal)                       NAVD 88
 FM0181
 FM0181  VERT ORDER  -  SECOND    CLASS 0
 FM0181
 FM0181.The horizontal coordinates were scaled from a topographic map and have
 FM0181.an estimated accuracy of +/- 6 seconds.
 FM0181
 FM0181.The orthometric height was determined by differential leveling
 FM0181.and adjusted by the National Geodetic Survey in June 1991..
 FM0181
 FM0181.The geoid height was determined by GEOID03.
 FM0181
 FM0181.The dynamic height is computed by dividing the NAVD 88
 FM0181.geopotential number by the normal gravity value computed on the
 FM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0181.degrees latitude (g = 980.6199 gals.).
 FM0181
 FM0181.The modeled gravity was interpolated from observed gravity values.
 FM0181
 FM0181;                    North         East    Units  Estimated Accuracy
 FM0181;SPC TX N     - 1,186,680.      125,850.      MT  (+/- 180 meters Scaled)
 FM0181
 FM0181                          SUPERSEDED SURVEY CONTROL
 FM0181
 FM0181  NGVD 29 (??/??/92) 1153.661  (m)         3784.97   (f) ADJ UNCH    2 0
 FM0181
 FM0181.Superseded values are not recommended for survey control.
 FM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0181.See file dsdata.txt to determine how the superseded data were derived.
 FM0181
 FM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV426517(NAD 83)
 FM0181_MARKER: DB = BENCH MARK DISK
 FM0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0181_STAMPING: Y 538 1935
 FM0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0181+STABILITY: SURFACE MOTION
 FM0181
 FM0181  HISTORY     - Date     Condition        Report By
 FM0181  HISTORY     - 1935     MONUMENTED       CGS
 FM0181  HISTORY     - 1943     MARK NOT FOUND   NGS
 FM0181
 FM0181                          STATION DESCRIPTION
 FM0181
 FM0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0181'0.9 MI SE FROM CHANNING.
 FM0181'0.9 MILE SOUTHEAST OF POST OFFICE BY ROAD.  TO REACH FROM CHANNING
 FM0181'POST OFFICE GO 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 87.
 FM0181
 FM0181                          STATION RECOVERY (1943)
 FM0181
 FM0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0064 ***********************************************************************
 EO0064  DESIGNATION -  Y 541
 EO0064  PID         -  EO0064
 EO0064  STATE/COUNTY-  TX/DEAF SMITH
 EO0064  USGS QUAD   -  DAWN (1984)
 EO0064
 EO0064                         *CURRENT SURVEY CONTROL
 EO0064  ___________________________________________________________________
 EO0064* NAD 83(1986)-  34 57 52.     (N)    102 12 17.     (W)     SCALED    
 EO0064* NAVD 88     -      1160.054  (meters)    3805.94   (feet)  ADJUSTED  
 EO0064  ___________________________________________________________________
 EO0064  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 EO0064  DYNAMIC HT  -        1158.624 (meters)    3801.25  (feet)  COMP
 EO0064  MODELED GRAV-     979,361.2   (mgal)                       NAVD 88
 EO0064
 EO0064  VERT ORDER  -  SECOND    CLASS 0
 EO0064
 EO0064.The horizontal coordinates were scaled from a topographic map and have
 EO0064.an estimated accuracy of +/- 6 seconds.
 EO0064
 EO0064.The orthometric height was determined by differential leveling
 EO0064.and adjusted by the National Geodetic Survey in June 1991..
 EO0064
 EO0064.The geoid height was determined by GEOID03.
 EO0064
 EO0064.The dynamic height is computed by dividing the NAVD 88
 EO0064.geopotential number by the normal gravity value computed on the
 EO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0064.degrees latitude (g = 980.6199 gals.).
 EO0064
 EO0064.The modeled gravity was interpolated from observed gravity values.
 EO0064
 EO0064;                    North         East    Units  Estimated Accuracy
 EO0064;SPC TX N     - 1,107,220.      135,640.      MT  (+/- 180 meters Scaled)
 EO0064
 EO0064                          SUPERSEDED SURVEY CONTROL
 EO0064
 EO0064  NGVD 29 (??/??/92) 1159.537  (m)         3804.25   (f) ADJ UNCH    2 0
 EO0064
 EO0064.Superseded values are not recommended for survey control.
 EO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0064.See file dsdata.txt to determine how the superseded data were derived.
 EO0064
 EO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU552726(NAD 83)
 EO0064_MARKER: DB = BENCH MARK DISK
 EO0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0064_STAMPING: Y 541 1935
 EO0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0064+STABILITY: SURFACE MOTION
 EO0064
 EO0064  HISTORY     - Date     Condition        Report By
 EO0064  HISTORY     - 1935     MONUMENTED       CGS
 EO0064  HISTORY     - 1972     MARK NOT FOUND   USGS
 EO0064  HISTORY     - 1980     MARK NOT FOUND   USGS
 EO0064  HISTORY     - 1984     GOOD             NGS
 EO0064
 EO0064                          STATION DESCRIPTION
 EO0064
 EO0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0064'0.4 MI W FROM DAWN.
 EO0064'0.4 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT DAWN, DEAF
 EO0064'SMITH COUNTY, 3.9 MILES NORTH ALONG A GRADED ROAD, AT A FENCE CORNER,
 EO0064'43 FEET WEST OF THE CENTERLINE OF THE GRADED ROAD, 8.4 FEET WEST OF
 EO0064'THE CORNER POST, 2.7 FEET SOUTH OF THE EAST-AND-WEST FENCE, AND SET IN
 EO0064'THE TOP OF A CONCRETE POST.
 EO0064
 EO0064                          STATION RECOVERY (1972)
 EO0064
 EO0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EO0064'MARK NOT FOUND.
 EO0064
 EO0064                          STATION RECOVERY (1980)
 EO0064
 EO0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EO0064'MARK NOT FOUND.
 EO0064
 EO0064                          STATION RECOVERY (1984)
 EO0064
 EO0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0562 ***********************************************************************
 FL0562  DESIGNATION -  Y 541
 FL0562  PID         -  FL0562
 FL0562  STATE/COUNTY-  TX/ROBERTS
 FL0562  USGS QUAD   -  PAMPA NE (1972)
 FL0562
 FL0562                         *CURRENT SURVEY CONTROL
 FL0562  ___________________________________________________________________
 FL0562* NAD 83(1986)-  35 39 54.     (N)    100 51 59.     (W)     SCALED    
 FL0562* NAVD 88     -       965.534  (meters)    3167.76   (feet)  ADJUSTED  
 FL0562  ___________________________________________________________________
 FL0562  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL0562  DYNAMIC HT  -         964.461 (meters)    3164.24  (feet)  COMP
 FL0562  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 FL0562
 FL0562  VERT ORDER  -  SECOND    CLASS 0
 FL0562
 FL0562.The horizontal coordinates were scaled from a topographic map and have
 FL0562.an estimated accuracy of +/- 6 seconds.
 FL0562
 FL0562.The orthometric height was determined by differential leveling
 FL0562.and adjusted by the National Geodetic Survey in June 1991..
 FL0562
 FL0562.The geoid height was determined by GEOID03.
 FL0562
 FL0562.The dynamic height is computed by dividing the NAVD 88
 FL0562.geopotential number by the normal gravity value computed on the
 FL0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0562.degrees latitude (g = 980.6199 gals.).
 FL0562
 FL0562.The modeled gravity was interpolated from observed gravity values.
 FL0562
 FL0562;                    North         East    Units  Estimated Accuracy
 FL0562;SPC TX N     - 1,184,890.      257,360.      MT  (+/- 180 meters Scaled)
 FL0562
 FL0562                          SUPERSEDED SURVEY CONTROL
 FL0562
 FL0562  NGVD 29 (??/??/92)  965.107  (m)         3166.36   (f) ADJ UNCH    2 0
 FL0562
 FL0562.Superseded values are not recommended for survey control.
 FL0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0562.See file dsdata.txt to determine how the superseded data were derived.
 FL0562
 FL0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE310483(NAD 83)
 FL0562_MARKER: DB = BENCH MARK DISK
 FL0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0562_STAMPING: Y 541 1935
 FL0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0562+STABILITY: SURFACE MOTION
 FL0562
 FL0562  HISTORY     - Date     Condition        Report By
 FL0562  HISTORY     - 1935     MONUMENTED       CGS
 FL0562  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0562
 FL0562                          STATION DESCRIPTION
 FL0562
 FL0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0562'5.1 MI N FROM HOOVER.
 FL0562'LN ROBERTS COUNTY, 5.1 MILES NORTH ALONG A GRADED ROAD FROM THE POST
 FL0562'OFFICE AT HOOVER, GRAY COUNTY, 49.7 FEET SOUTHWEST OF THE CENTER OF A
 FL0562'ROAD INTERSECTION, 44.6 FEET SOUTH OF THE CENTERLINE OF THE
 FL0562'EAST-AND-WEST ROAD, AND 34.4 FEET WEST OF THE CENTELINE OF THE
 FL0562'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED Y 541 1935 AND SET IN
 FL0562'THE TOP OF A CONCRETE POST.
 FL0562
 FL0562                          STATION RECOVERY (1971)
 FL0562
 FL0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0585 ***********************************************************************
 FL0585  DESIGNATION -  Y 543
 FL0585  PID         -  FL0585
 FL0585  STATE/COUNTY-  TX/ROBERTS
 FL0585  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0585
 FL0585                         *CURRENT SURVEY CONTROL
 FL0585  ___________________________________________________________________
 FL0585* NAD 83(1986)-  35 55 51.     (N)    100 35 35.     (W)     SCALED    
 FL0585* NAVD 88     -       764.945  (meters)    2509.66   (feet)  ADJUSTED  
 FL0585  ___________________________________________________________________
 FL0585  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FL0585  DYNAMIC HT  -         764.124 (meters)    2506.96  (feet)  COMP
 FL0585  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 FL0585
 FL0585  VERT ORDER  -  SECOND    CLASS 0
 FL0585
 FL0585.The horizontal coordinates were scaled from a topographic map and have
 FL0585.an estimated accuracy of +/- 6 seconds.
 FL0585
 FL0585.The orthometric height was determined by differential leveling
 FL0585.and adjusted by the National Geodetic Survey in June 1991..
 FL0585
 FL0585.The geoid height was determined by GEOID03.
 FL0585
 FL0585.The dynamic height is computed by dividing the NAVD 88
 FL0585.geopotential number by the normal gravity value computed on the
 FL0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0585.degrees latitude (g = 980.6199 gals.).
 FL0585
 FL0585.The modeled gravity was interpolated from observed gravity values.
 FL0585
 FL0585;                    North         East    Units  Estimated Accuracy
 FL0585;SPC TX N     - 1,214,580.      281,840.      MT  (+/- 180 meters Scaled)
 FL0585
 FL0585                          SUPERSEDED SURVEY CONTROL
 FL0585
 FL0585  NGVD 29 (??/??/92)  764.587  (m)         2508.48   (f) ADJ UNCH    2 0
 FL0585
 FL0585.Superseded values are not recommended for survey control.
 FL0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0585.See file dsdata.txt to determine how the superseded data were derived.
 FL0585
 FL0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE562774(NAD 83)
 FL0585_MARKER: DB = BENCH MARK DISK
 FL0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0585_STAMPING: Y 543 1935
 FL0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0585+STABILITY: SURFACE MOTION
 FL0585
 FL0585  HISTORY     - Date     Condition        Report By
 FL0585  HISTORY     - 1935     MONUMENTED       CGS
 FL0585  HISTORY     - 1948     GOOD             NGS
 FL0585  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0585
 FL0585                          STATION DESCRIPTION
 FL0585
 FL0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 FL0585'13.0 MI W FROM CANADIAN.
 FL0585'LN ROBERTS COUNTY, 13.0 MILES WEST ALONG A GRADED ROAD FROM THE POST
 FL0585'OFFICE AT CANADIAN, HEMPHILL COUNTY, 2.2 MILES WEST OF THE J.B.
 FL0585'WATERFIELD RANCH, AT A TRAIL JUNCTION, 222 FT EAST OF THE EAST EDGE OF
 FL0585'A DRY CREEK, AT THE BOTTOM OF A SMALL GRADE, AND 37.2 FEET SOUTH OF
 FL0585'THE CENTERLINE OF THE ROAD. A STANDARD DISK, STAMPED Y 543 1935 AND
 FL0585'SET IN THE TOP OF A CONCRETE POST.
 FL0585
 FL0585                          STATION RECOVERY (1971)
 FL0585
 FL0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0962 ***********************************************************************
 FL0962  DESIGNATION -  Y 544
 FL0962  PID         -  FL0962
 FL0962  STATE/COUNTY-  TX/GRAY
 FL0962  USGS QUAD   -  GRANDVIEW SCHOOL (1966)
 FL0962
 FL0962                         *CURRENT SURVEY CONTROL
 FL0962  ___________________________________________________________________
 FL0962* NAD 83(1986)-  35 16 14.     (N)    101 00 34.     (W)     SCALED    
 FL0962* NAVD 88     -       992.955  (meters)    3257.72   (feet)  ADJUSTED  
 FL0962  ___________________________________________________________________
 FL0962  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL0962  DYNAMIC HT  -         991.826 (meters)    3254.02  (feet)  COMP
 FL0962  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 FL0962
 FL0962  VERT ORDER  -  SECOND    CLASS 0
 FL0962
 FL0962.The horizontal coordinates were scaled from a topographic map and have
 FL0962.an estimated accuracy of +/- 6 seconds.
 FL0962
 FL0962.The orthometric height was determined by differential leveling
 FL0962.and adjusted by the National Geodetic Survey in June 1991..
 FL0962
 FL0962.The geoid height was determined by GEOID03.
 FL0962
 FL0962.The dynamic height is computed by dividing the NAVD 88
 FL0962.geopotential number by the normal gravity value computed on the
 FL0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0962.degrees latitude (g = 980.6199 gals.).
 FL0962
 FL0962.The modeled gravity was interpolated from observed gravity values.
 FL0962
 FL0962;                    North         East    Units  Estimated Accuracy
 FL0962;SPC TX N     - 1,141,060.      244,630.      MT  (+/- 180 meters Scaled)
 FL0962
 FL0962                          SUPERSEDED SURVEY CONTROL
 FL0962
 FL0962  NGVD 29 (??/??/92)  992.53   (m)         3256.3    (f) COMPUTED    2 0
 FL0962
 FL0962.Superseded values are not recommended for survey control.
 FL0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0962.See file dsdata.txt to determine how the superseded data were derived.
 FL0962
 FL0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE172048(NAD 83)
 FL0962_MARKER: DB = BENCH MARK DISK
 FL0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0962_STAMPING: Y 544 1935
 FL0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0962+STABILITY: SURFACE MOTION
 FL0962
 FL0962  HISTORY     - Date     Condition        Report By
 FL0962  HISTORY     - 1935     MONUMENTED       CGS
 FL0962
 FL0962                          STATION DESCRIPTION
 FL0962
 FL0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0962'6.1 MI N FROM BOYSTON.
 FL0962'6.1 MILES NORTH ALONG A GRADED ROAD FROM THE CHICAGO, ROCK ISLAND AND
 FL0962'PACIFIC RAILWAY STATION AT BOYDSTON, GRAY COUNTY, 2.4 MILES SOUTH OF
 FL0962'THE GRANDVIEW SCHOOL, 1.0 MILE NORTH OF A ROAD JUNCTION, 75 YARDS
 FL0962'NORTH OF A ROAD INTERSECTION, 103.6 FEET NORTHWEST OF THE NORTHWEST
 FL0962'CORNER OF A FARMHOUSE, AT A FARMYARD, 40.6 FEET EAST OF THE CENTERLINE
 FL0962'OF THE ROAD, AND 3.4 FEET NORTHEAST OF A FENCE CORNER.  A STANDARD
 FL0962'DISK, STAMPED Y 544 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0978 ***********************************************************************
 FL0978  DESIGNATION -  Y 545
 FL0978  PID         -  FL0978
 FL0978  STATE/COUNTY-  TX/CARSON
 FL0978  USGS QUAD   -  PANHANDLE EAST (1966)
 FL0978
 FL0978                         *CURRENT SURVEY CONTROL
 FL0978  ___________________________________________________________________
 FL0978* NAD 83(1986)-  35 17 00.     (N)    101 15 27.     (W)     SCALED    
 FL0978* NAVD 88     -      1029.951  (meters)    3379.10   (feet)  ADJUSTED  
 FL0978  ___________________________________________________________________
 FL0978  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0978  DYNAMIC HT  -        1028.751 (meters)    3375.16  (feet)  COMP
 FL0978  MODELED GRAV-     979,434.0   (mgal)                       NAVD 88
 FL0978
 FL0978  VERT ORDER  -  SECOND    CLASS 0
 FL0978
 FL0978.The horizontal coordinates were scaled from a topographic map and have
 FL0978.an estimated accuracy of +/- 6 seconds.
 FL0978
 FL0978.The orthometric height was determined by differential leveling
 FL0978.and adjusted by the National Geodetic Survey in June 1991..
 FL0978
 FL0978.The geoid height was determined by GEOID03.
 FL0978
 FL0978.The dynamic height is computed by dividing the NAVD 88
 FL0978.geopotential number by the normal gravity value computed on the
 FL0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0978.degrees latitude (g = 980.6199 gals.).
 FL0978
 FL0978.The modeled gravity was interpolated from observed gravity values.
 FL0978
 FL0978;                    North         East    Units  Estimated Accuracy
 FL0978;SPC TX N     - 1,142,400.      222,060.      MT  (+/- 180 meters Scaled)
 FL0978
 FL0978                          SUPERSEDED SURVEY CONTROL
 FL0978
 FL0978  NGVD 29 (??/??/92) 1029.47   (m)         3377.5    (f) COMPUTED    2 0
 FL0978
 FL0978.Superseded values are not recommended for survey control.
 FL0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0978.See file dsdata.txt to determine how the superseded data were derived.
 FL0978
 FL0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE946068(NAD 83)
 FL0978_MARKER: DB = BENCH MARK DISK
 FL0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0978_STAMPING: Y 545 1935
 FL0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0978+STABILITY: SURFACE MOTION
 FL0978
 FL0978  HISTORY     - Date     Condition        Report By
 FL0978  HISTORY     - 1935     MONUMENTED       CGS
 FL0978
 FL0978                          STATION DESCRIPTION
 FL0978
 FL0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0978'5.7 MI SW FROM WHITE DEER.
 FL0978'5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 FL0978'WHITE DEER, CARSON COUNTY, 6.9 MILES SOUTH ALONG A GRADED ROAD.  2.8
 FL0978'MILES SOUTH OF HOBART SCHOOL (DISTRICT 5), 0.3 MILE NORTH OF A SMALL
 FL0978'FARMHOUSE, AT THE JUNCTION OF A ROAD LEADING WEST, 54.5 FEET NORTHWEST
 FL0978'OF THE CENTER OF THE JUNCTION, 40.5 FEET NORTH OF THE CENTERLINE OF
 FL0978'THE SIDE ROAD, AND 39.8 FEET WEST OF THE CENTERLINE OF THE
 FL0978'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED Y 545 1935 AND SET IN
 FL0978'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0234 ***********************************************************************
 FL0234  DESIGNATION -  Y 548 RESET 1955
 FL0234  PID         -  FL0234
 FL0234  STATE/COUNTY-  TX/WHEELER
 FL0234  USGS QUAD   -  WHEELER (1978)
 FL0234
 FL0234                         *CURRENT SURVEY CONTROL
 FL0234  ___________________________________________________________________
 FL0234* NAD 83(1986)-  35 25 47.     (N)    100 17 22.     (W)     SCALED    
 FL0234* NAVD 88     -       785.58   (meters)    2577.4    (feet)  RESET     
 FL0234  ___________________________________________________________________
 FL0234  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 FL0234
 FL0234  VERT ORDER  -  THIRD
 FL0234
 FL0234.The horizontal coordinates were scaled from a topographic map and have
 FL0234.an estimated accuracy of +/- 6 seconds.
 FL0234
 FL0234.The orthometric height was computed from unverified reset data.
 FL0234
 FL0234.The geoid height was determined by GEOID03.
 FL0234
 FL0234;                    North         East    Units  Estimated Accuracy
 FL0234;SPC TX N     - 1,159,280.      309,920.      MT  (+/- 180 meters Scaled)
 FL0234
 FL0234                          SUPERSEDED SURVEY CONTROL
 FL0234
 FL0234.No superseded survey control is available for this station.
 FL0234
 FL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE829214(NAD 83)
 FL0234_MARKER: DB = BENCH MARK DISK
 FL0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0234_STAMPING: Y 548 RESET 1955
 FL0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0234+STABILITY: SURFACE MOTION
 FL0234
 FL0234  HISTORY     - Date     Condition        Report By
 FL0234  HISTORY     - 1955     MONUMENTED       TXHD
 FL0234
 FL0234                          STATION DESCRIPTION
 FL0234
 FL0234'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 FL0234'1.7 MI SW FROM WHEELER.
 FL0234'0.4 MILE WEST ALONG A GRADED ROAD FROM THE COURTHOUSE AT WHEELER,
 FL0234'WHEELER COUNTY, THENCE 1.0 MILE SOUTH AND 0.3 MILE WEST ALONG GRADED
 FL0234'ROADS.  AT A ROAD INTERSECTION, SOUTHWEST OF A SMALL UNPAINTED HOUSE,
 FL0234'44 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, AND 50 FEET
 FL0234'SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 FL0234'STAMPED Y 548 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0447 ***********************************************************************
 FL0447  DESIGNATION -  Y 550
 FL0447  PID         -  FL0447
 FL0447  STATE/COUNTY-  TX/GRAY
 FL0447  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0447
 FL0447                         *CURRENT SURVEY CONTROL
 FL0447  ___________________________________________________________________
 FL0447* NAD 83(1986)-  35 20 25.     (N)    100 44 54.     (W)     SCALED    
 FL0447* NAVD 88     -       908.187  (meters)    2979.61   (feet)  ADJUSTED  
 FL0447  ___________________________________________________________________
 FL0447  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL0447  DYNAMIC HT  -         907.215 (meters)    2976.42  (feet)  COMP
 FL0447  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 FL0447
 FL0447  VERT ORDER  -  SECOND    CLASS 0
 FL0447
 FL0447.The horizontal coordinates were scaled from a topographic map and have
 FL0447.an estimated accuracy of +/- 6 seconds.
 FL0447
 FL0447.The orthometric height was determined by differential leveling
 FL0447.and adjusted by the National Geodetic Survey in June 1991..
 FL0447
 FL0447.The geoid height was determined by GEOID03.
 FL0447
 FL0447.The dynamic height is computed by dividing the NAVD 88
 FL0447.geopotential number by the normal gravity value computed on the
 FL0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0447.degrees latitude (g = 980.6199 gals.).
 FL0447
 FL0447.The modeled gravity was interpolated from observed gravity values.
 FL0447
 FL0447;                    North         East    Units  Estimated Accuracy
 FL0447;SPC TX N     - 1,148,950.      268,330.      MT  (+/- 180 meters Scaled)
 FL0447
 FL0447                          SUPERSEDED SURVEY CONTROL
 FL0447
 FL0447  NGVD 29 (??/??/92)  907.827  (m)         2978.43   (f) ADJ UNCH    2 0
 FL0447
 FL0447.Superseded values are not recommended for survey control.
 FL0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0447.See file dsdata.txt to determine how the superseded data were derived.
 FL0447
 FL0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE411121(NAD 83)
 FL0447_MARKER: DB = BENCH MARK DISK
 FL0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0447_STAMPING: Y 550 1935
 FL0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0447+STABILITY: SURFACE MOTION
 FL0447
 FL0447  HISTORY     - Date     Condition        Report By
 FL0447  HISTORY     - 1935     MONUMENTED       CGS
 FL0447  HISTORY     - 1941     GOOD             NGS
 FL0447
 FL0447                          STATION DESCRIPTION
 FL0447
 FL0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FL0447'9.3 MI SE FROM LEFORS.
 FL0447'7.0 MILES SOUTH AND 2.3 MILES EAST ALONG GRADED ROADS FROM THE POST
 FL0447'OFFICE AT LEFORS, 0.1 MILE WEST OF AN OPEN GRAVEL PIT, AT THE TOP OF A
 FL0447'LONG HILL, 27.4 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 2.2 FEET
 FL0447'SOUTH OF TELEPHONE POLE PPL 650.  A STANDARD DISK, STAMPED Y 550 1935
 FL0447'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0949 ***********************************************************************
 FL0949  DESIGNATION -  Y 551
 FL0949  PID         -  FL0949
 FL0949  STATE/COUNTY-  TX/CARSON
 FL0949  USGS QUAD   -  WHITE DEER (1965)
 FL0949
 FL0949                         *CURRENT SURVEY CONTROL
 FL0949  ___________________________________________________________________
 FL0949* NAD 83(1986)-  35 23 57.     (N)    101 08 01.     (W)     SCALED    
 FL0949* NAVD 88     -      1012.207  (meters)    3320.88   (feet)  ADJUSTED  
 FL0949  ___________________________________________________________________
 FL0949  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL0949  DYNAMIC HT  -        1011.059 (meters)    3317.12  (feet)  COMP
 FL0949  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 FL0949
 FL0949  VERT ORDER  -  SECOND    CLASS 0
 FL0949
 FL0949.The horizontal coordinates were scaled from a topographic map and have
 FL0949.an estimated accuracy of +/- 6 seconds.
 FL0949
 FL0949.The orthometric height was determined by differential leveling
 FL0949.and adjusted by the National Geodetic Survey in June 1991..
 FL0949
 FL0949.The geoid height was determined by GEOID03.
 FL0949
 FL0949.The dynamic height is computed by dividing the NAVD 88
 FL0949.geopotential number by the normal gravity value computed on the
 FL0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0949.degrees latitude (g = 980.6199 gals.).
 FL0949
 FL0949.The modeled gravity was interpolated from observed gravity values.
 FL0949
 FL0949;                    North         East    Units  Estimated Accuracy
 FL0949;SPC TX N     - 1,155,280.      233,280.      MT  (+/- 180 meters Scaled)
 FL0949
 FL0949                          SUPERSEDED SURVEY CONTROL
 FL0949
 FL0949  NGVD 29 (??/??/92) 1011.758  (m)         3319.41   (f) ADJ UNCH    2 0
 FL0949
 FL0949.Superseded values are not recommended for survey control.
 FL0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0949.See file dsdata.txt to determine how the superseded data were derived.
 FL0949
 FL0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE062194(NAD 83)
 FL0949_MARKER: DB = BENCH MARK DISK
 FL0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0949_STAMPING: Y 551 1935
 FL0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0949+STABILITY: SURFACE MOTION
 FL0949
 FL0949  HISTORY     - Date     Condition        Report By
 FL0949  HISTORY     - 1935     MONUMENTED       CGS
 FL0949
 FL0949                          STATION DESCRIPTION
 FL0949
 FL0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0949'4.2 MI SE FROM WHITE DEER.
 FL0949'4.2 MILES SOUTHEAST OF WHITE DEER, CARSON COUNTY.  THIS BENCH MARK MAY
 FL0949'BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE EAST, AND 0.9 MILE
 FL0949'SOUTH ALONG GRADED ROADS.  IT IS 0.4 MILE SOUTHWEST OF A SMALL WHITE
 FL0949'FARMHOUSE, AT A ROAD INTERSECTION, 45.5 FEET WEST OF THE CENTER OF THE
 FL0949'INTERSECTION, 36.7 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 FL0949'ROAD, 18 FEET NORTH OF A FENCE CORNER, AND 3.5 FEET WEST OF THE
 FL0949'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 551 1935 AND SET IN
 FL0949'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0985 ***********************************************************************
 FL0985  DESIGNATION -  Y 552
 FL0985  PID         -  FL0985
 FL0985  STATE/COUNTY-  TX/CARSON
 FL0985  USGS QUAD   -  CUYLER (1978)
 FL0985
 FL0985                         *CURRENT SURVEY CONTROL
 FL0985  ___________________________________________________________________
 FL0985* NAD 83(1986)-  35 22 35.     (N)    101 18 03.     (W)     SCALED    
 FL0985* NAVD 88     -      1045.273  (meters)    3429.37   (feet)  ADJUSTED  
 FL0985  ___________________________________________________________________
 FL0985  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL0985  DYNAMIC HT  -        1044.058 (meters)    3425.38  (feet)  COMP
 FL0985  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 FL0985
 FL0985  VERT ORDER  -  SECOND    CLASS 0
 FL0985
 FL0985.The horizontal coordinates were scaled from a topographic map and have
 FL0985.an estimated accuracy of +/- 6 seconds.
 FL0985
 FL0985.The orthometric height was determined by differential leveling
 FL0985.and adjusted by the National Geodetic Survey in June 1991..
 FL0985
 FL0985.The geoid height was determined by GEOID03.
 FL0985
 FL0985.The dynamic height is computed by dividing the NAVD 88
 FL0985.geopotential number by the normal gravity value computed on the
 FL0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0985.degrees latitude (g = 980.6199 gals.).
 FL0985
 FL0985.The modeled gravity was interpolated from observed gravity values.
 FL0985
 FL0985;                    North         East    Units  Estimated Accuracy
 FL0985;SPC TX N     - 1,152,710.      218,100.      MT  (+/- 180 meters Scaled)
 FL0985
 FL0985                          SUPERSEDED SURVEY CONTROL
 FL0985
 FL0985  NGVD 29 (??/??/92) 1044.79   (m)         3427.8    (f) COMPUTED    2 0
 FL0985
 FL0985.Superseded values are not recommended for survey control.
 FL0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0985.See file dsdata.txt to determine how the superseded data were derived.
 FL0985
 FL0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE909172(NAD 83)
 FL0985_MARKER: DB = BENCH MARK DISK
 FL0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0985_STAMPING: Y 552 1935
 FL0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0985+STABILITY: SURFACE MOTION
 FL0985
 FL0985  HISTORY     - Date     Condition        Report By
 FL0985  HISTORY     - 1935     MONUMENTED       CGS
 FL0985  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0985
 FL0985                          STATION DESCRIPTION
 FL0985
 FL0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0985'5.0 MI NE FROM PANHANDLE.
 FL0985'5.0 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0985'STATION AT PANHANDLE, CARSON COUNTY, 25 FET WEST OF MILEPOST 521, 125
 FL0985'YARDS SOUTHEAST OF AN UNPAINTED FARMHOUSE, AT A ROAD CROSSING, 82 FEET
 FL0985'SOUTHWEST OF THE CENTER OF THE CROSSING, 78 FEET SOUTH OF THE SOUTH
 FL0985'RAIL OF THE MAIN TRACK, 26 FEET NORTH OF THE CENTERLINE OF U. S.
 FL0985'HIGHWAY 60, 12.6 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 FL0985'ROAD, AND 3.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK,
 FL0985'STAMPED Y 552 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0985
 FL0985                          STATION RECOVERY (1966)
 FL0985
 FL0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0436 ***********************************************************************
 FL0436  DESIGNATION -  Y 553
 FL0436  PID         -  FL0436
 FL0436  STATE/COUNTY-  TX/GRAY
 FL0436  USGS QUAD   -  ALANREED (1976)
 FL0436
 FL0436                         *CURRENT SURVEY CONTROL
 FL0436  ___________________________________________________________________
 FL0436* NAD 83(1986)-  35 14 03.     (N)    100 44 04.     (W)     SCALED    
 FL0436* NAVD 88     -       893.786  (meters)    2932.36   (feet)  ADJUSTED  
 FL0436  ___________________________________________________________________
 FL0436  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL0436  DYNAMIC HT  -         892.808 (meters)    2929.15  (feet)  COMP
 FL0436  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 FL0436
 FL0436  VERT ORDER  -  FIRST     CLASS II
 FL0436
 FL0436.The horizontal coordinates were scaled from a topographic map and have
 FL0436.an estimated accuracy of +/- 6 seconds.
 FL0436
 FL0436.The orthometric height was determined by differential leveling
 FL0436.and adjusted by the National Geodetic Survey in June 1991..
 FL0436
 FL0436.The geoid height was determined by GEOID03.
 FL0436
 FL0436.The dynamic height is computed by dividing the NAVD 88
 FL0436.geopotential number by the normal gravity value computed on the
 FL0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0436.degrees latitude (g = 980.6199 gals.).
 FL0436
 FL0436.The modeled gravity was interpolated from observed gravity values.
 FL0436
 FL0436;                    North         East    Units  Estimated Accuracy
 FL0436;SPC TX N     - 1,137,180.      269,680.      MT  (+/- 180 meters Scaled)
 FL0436
 FL0436                          SUPERSEDED SURVEY CONTROL
 FL0436
 FL0436  NGVD 29 (??/??/92)  893.423  (m)         2931.17   (f) ADJ UNCH    1 2
 FL0436
 FL0436.Superseded values are not recommended for survey control.
 FL0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0436.See file dsdata.txt to determine how the superseded data were derived.
 FL0436
 FL0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE421003(NAD 83)
 FL0436_MARKER: DB = BENCH MARK DISK
 FL0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0436_STAMPING: Y 553 1935
 FL0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0436+STABILITY: SURFACE MOTION
 FL0436
 FL0436  HISTORY     - Date     Condition        Report By
 FL0436  HISTORY     - 1935     MONUMENTED       CGS
 FL0436  HISTORY     - 1955     GOOD             NGS
 FL0436
 FL0436                          STATION DESCRIPTION
 FL0436
 FL0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0436'1.55 MI N FROM ALANREED.
 FL0436'1.0 MILE NORTH ALONG STATE HIGHWAY 291 FROM THE CHICAGO, ROCK ISLAND
 FL0436'AND PACIFIC RAILROAD STATION SIGN AT ALANREED, THENCE 0.55 MILE NORTH
 FL0436'ALONG AN ABANDONED ROAD, 0.25 MILE NORTH OF THE TOP OF A HILL, 35 FEET
 FL0436'WEST OF A FENCE WHICH IS ON THE CENTER LINE OF THE ABNDONED ROAD, IN
 FL0436'LINE WITH A ROW OF POWER POLES, 2.2 FEET SOUTH OF A WITNESS POST, SET
 FL0436'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 FL0436'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0706 ***********************************************************************
 BY0706  DESIGNATION -  Y 555
 BY0706  PID         -  BY0706
 BY0706  STATE/COUNTY-  TX/ANGELINA
 BY0706  USGS QUAD   -  WELLS SW (1980)
 BY0706
 BY0706                         *CURRENT SURVEY CONTROL
 BY0706  ___________________________________________________________________
 BY0706* NAD 83(1986)-  31 21 45.     (N)    094 53 19.     (W)     SCALED    
 BY0706* NAVD 88     -        67.05   (+/-2cm)     220.0    (feet)  VERTCON   
 BY0706  ___________________________________________________________________
 BY0706  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY0706
 BY0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0706
 BY0706.The horizontal coordinates were scaled from a topographic map and have
 BY0706.an estimated accuracy of +/- 6 seconds.
 BY0706
 BY0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0706.The vertical order pertains to the NGVD 29 superseded value.
 BY0706
 BY0706.The geoid height was determined by GEOID03.
 BY0706
 BY0706;                    North         East    Units  Estimated Accuracy
 BY0706;SPC TX C     - 3,200,670.    1,217,760.      MT  (+/- 180 meters Scaled)
 BY0706
 BY0706                          SUPERSEDED SURVEY CONTROL
 BY0706
 BY0706  NGVD 29 (??/??/92)   67.104  (m)          220.16   (f) ADJ UNCH    2 0
 BY0706
 BY0706.Superseded values are not recommended for survey control.
 BY0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0706.See file dsdata.txt to determine how the superseded data were derived.
 BY0706
 BY0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ203713(NAD 83)
 BY0706_MARKER: DB = BENCH MARK DISK
 BY0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0706_STAMPING: Y 555 1947
 BY0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0706+STABILITY: SURFACE MOTION
 BY0706
 BY0706  HISTORY     - Date     Condition        Report By
 BY0706  HISTORY     - 1947     MONUMENTED       CGS
 BY0706
 BY0706                          STATION DESCRIPTION
 BY0706
 BY0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0706'13.2 MI W FROM LUFKIN.
 BY0706'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0706'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE NORTHWEST 2.5
 BY0706'MILES ALONG U.S. HIGHWAY NO.69, THENCE NORTHWEST 8.2 MILES ALONG STATE
 BY0706'HIGHWAY NO.103, THENCE SOUTHEAST 2.1 MILES ALONG A GRADED DIRT ROAD,
 BY0706'156.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 57.0 FEET
 BY0706'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 30.0 FEET EAST OF
 BY0706'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 16.8 FEET WEST OF A
 BY0706'FENCE CORNER, 12.9 FEET SOUTH OF A 10 INCH CEDAR TREE, 10.4 FEET
 BY0706'NORTHEAST OF AN 8 INCH SYCAMORE TREE, 1.4 FEET WEST OF A 4 X 4 IN.
 BY0706'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY0706'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0688 ***********************************************************************
 BY0688  DESIGNATION -  Y 556
 BY0688  PID         -  BY0688
 BY0688  STATE/COUNTY-  TX/HOUSTON
 BY0688  USGS QUAD   -  WELLS (1980)
 BY0688
 BY0688                         *CURRENT SURVEY CONTROL
 BY0688  ___________________________________________________________________
 BY0688* NAD 83(1986)-  31 23 33.     (N)    094 58 21.     (W)     SCALED    
 BY0688* NAVD 88     -        59.48   (+/-2cm)     195.1    (feet)  VERTCON   
 BY0688  ___________________________________________________________________
 BY0688  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY0688
 BY0688  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0688
 BY0688.The horizontal coordinates were scaled from a topographic map and have
 BY0688.an estimated accuracy of +/- 6 seconds.
 BY0688
 BY0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0688.The vertical order pertains to the NGVD 29 superseded value.
 BY0688
 BY0688.The geoid height was determined by GEOID03.
 BY0688
 BY0688;                    North         East    Units  Estimated Accuracy
 BY0688;SPC TX C     - 3,203,600.    1,209,630.      MT  (+/- 180 meters Scaled)
 BY0688
 BY0688                          SUPERSEDED SURVEY CONTROL
 BY0688
 BY0688  NGVD 29 (??/??/92)   59.533  (m)          195.32   (f) ADJ UNCH    2 0
 BY0688
 BY0688.Superseded values are not recommended for survey control.
 BY0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0688.See file dsdata.txt to determine how the superseded data were derived.
 BY0688
 BY0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ124747(NAD 83)
 BY0688_MARKER: DB = BENCH MARK DISK
 BY0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0688_SP_SET: BRIDGE ABUTMENT
 BY0688_STAMPING: Y 556 1947
 BY0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0688
 BY0688  HISTORY     - Date     Condition        Report By
 BY0688  HISTORY     - 1947     MONUMENTED       CGS
 BY0688  HISTORY     - 1948     GOOD             NGS
 BY0688
 BY0688                          STATION DESCRIPTION
 BY0688
 BY0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0688'9.9 MI E FROM RATCLIFF.
 BY0688'9.9 MILES EAST ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 BY0688'RATCLIFF, 0.4 MILE SOUTHWEST OF THE NECHES RIVER, 14.8 FEET NORTHWEST
 BY0688'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF AND 1.8 FEET
 BY0688'SOUTHEAST OF THE NORTHWEST END OF THE WEST ABUTMENT OF A 175-FOOT
 BY0688'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1601 ***********************************************************************
 BY1601  DESIGNATION -  Y 557
 BY1601  PID         -  BY1601
 BY1601  STATE/COUNTY-  TX/TRINITY
 BY1601  USGS QUAD   -  CRECY (1963)
 BY1601
 BY1601                         *CURRENT SURVEY CONTROL
 BY1601  ___________________________________________________________________
 BY1601* NAD 83(1986)-  31 10 12.     (N)    095 03 26.     (W)     SCALED    
 BY1601* NAVD 88     -        99.93   (+/-2cm)     327.9    (feet)  VERTCON   
 BY1601  ___________________________________________________________________
 BY1601  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY1601
 BY1601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1601
 BY1601.The horizontal coordinates were scaled from a topographic map and have
 BY1601.an estimated accuracy of +/- 6 seconds.
 BY1601
 BY1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1601.The vertical order pertains to the NGVD 29 superseded value.
 BY1601
 BY1601.The geoid height was determined by GEOID03.
 BY1601
 BY1601;                    North         East    Units  Estimated Accuracy
 BY1601;SPC TX C     - 3,178,580.    1,202,750.      MT  (+/- 180 meters Scaled)
 BY1601
 BY1601                          SUPERSEDED SURVEY CONTROL
 BY1601
 BY1601  NGVD 29 (??/??/92)   99.950  (m)          327.92   (f) ADJ UNCH    2 0
 BY1601
 BY1601.Superseded values are not recommended for survey control.
 BY1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1601.See file dsdata.txt to determine how the superseded data were derived.
 BY1601
 BY1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ039502(NAD 83)
 BY1601_MARKER: DB = BENCH MARK DISK
 BY1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1601_STAMPING: Y 557 1948
 BY1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1601+STABILITY: SURFACE MOTION
 BY1601
 BY1601  HISTORY     - Date     Condition        Report By
 BY1601  HISTORY     - 1948     MONUMENTED       CGS
 BY1601
 BY1601                          STATION DESCRIPTION
 BY1601
 BY1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1601'6.7 MI SW FROM APPLE SPRINGS.
 BY1601'6.7 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1601'LODGE AT APPLE SPRINGS, 268.6 FEET SOUTHWEST OF THE SOUTHWEST END OF
 BY1601'THE NORTHWEST HEADWALL OF A SMALL CONCRETE CULVERT, 38.9 FEET
 BY1601'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14.8 FEET SOUTHWEST OF A
 BY1601'TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 1.6 FEET NORTHEAST
 BY1601'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY1601'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0941 ***********************************************************************
 BL0941  DESIGNATION -  Y 558
 BL0941  PID         -  BL0941
 BL0941  STATE/COUNTY-  TX/POLK
 BL0941  USGS QUAD   -  COLITA (1972)
 BL0941
 BL0941                         *CURRENT SURVEY CONTROL
 BL0941  ___________________________________________________________________
 BL0941* NAD 83(1986)-  30 55 12.     (N)    095 01 00.     (W)     SCALED    
 BL0941* NAVD 88     -        82.36   (+/-2cm)     270.2    (feet)  VERTCON   
 BL0941  ___________________________________________________________________
 BL0941  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL0941
 BL0941  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0941
 BL0941.The horizontal coordinates were scaled from a topographic map and have
 BL0941.an estimated accuracy of +/- 6 seconds.
 BL0941
 BL0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0941.The vertical order pertains to the NGVD 29 superseded value.
 BL0941
 BL0941.The geoid height was determined by GEOID03.
 BL0941
 BL0941;                    North         East    Units  Estimated Accuracy
 BL0941;SPC TX C     - 3,151,080.    1,207,940.      MT  (+/- 180 meters Scaled)
 BL0941
 BL0941                          SUPERSEDED SURVEY CONTROL
 BL0941
 BL0941  NGVD 29 (??/??/92)   82.377  (m)          270.27   (f) ADJ UNCH    2 0
 BL0941
 BL0941.Superseded values are not recommended for survey control.
 BL0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0941.See file dsdata.txt to determine how the superseded data were derived.
 BL0941
 BL0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ072224(NAD 83)
 BL0941_MARKER: DB = BENCH MARK DISK
 BL0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0941_STAMPING: Y 558 1948
 BL0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0941+STABILITY: SURFACE MOTION
 BL0941
 BL0941  HISTORY     - Date     Condition        Report By
 BL0941  HISTORY     - 1948     MONUMENTED       CGS
 BL0941
 BL0941                          STATION DESCRIPTION
 BL0941
 BL0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0941'9.05 MI SW FROM CARMONA.
 BL0941'3.95 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0941'CARMONA, THENCE 5.1 MILES SOUTHWEST ALONG A DIRT ROAD, ON THE OUTSIDE
 BL0941'OF A CURVE, 56.5 FEET WEST OF AND ACROSS THE ROAD FROM A TELEPHONE
 BL0941'POLE, 51.6 FEET NORTHEAST OF A 9-INCH OAK TREE WITH A TRIANGULAR
 BL0941'BLAZE, 37.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 31.0 FEET
 BL0941'SOUTHWEST OF A 10-INCH OAK TREE WITH A TRIANGULAR BLAZE, 1.4 FEET
 BL0941'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0941'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1653 ***********************************************************************
 BY1653  DESIGNATION -  Y 559
 BY1653  PID         -  BY1653
 BY1653  STATE/COUNTY-  TX/TRINITY
 BY1653  USGS QUAD   -  GROVETON WEST (1963)
 BY1653
 BY1653                         *CURRENT SURVEY CONTROL
 BY1653  ___________________________________________________________________
 BY1653* NAD 83(1986)-  31 03 54.     (N)    095 08 39.     (W)     SCALED    
 BY1653* NAVD 88     -       106.87   (+/-2cm)     350.6    (feet)  VERTCON   
 BY1653  ___________________________________________________________________
 BY1653  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BY1653
 BY1653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1653
 BY1653.The horizontal coordinates were scaled from a topographic map and have
 BY1653.an estimated accuracy of +/- 6 seconds.
 BY1653
 BY1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1653.The vertical order pertains to the NGVD 29 superseded value.
 BY1653
 BY1653.The geoid height was determined by GEOID03.
 BY1653
 BY1653;                    North         East    Units  Estimated Accuracy
 BY1653;SPC TX C     - 3,166,560.    1,195,010.      MT  (+/- 180 meters Scaled)
 BY1653
 BY1653                          SUPERSEDED SURVEY CONTROL
 BY1653
 BY1653  NGVD 29 (??/??/92)  106.877  (m)          350.65   (f) ADJ UNCH    2 0
 BY1653
 BY1653.Superseded values are not recommended for survey control.
 BY1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1653.See file dsdata.txt to determine how the superseded data were derived.
 BY1653
 BY1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ954387(NAD 83)
 BY1653_MARKER: DB = BENCH MARK DISK
 BY1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1653_STAMPING: Y 559 1948
 BY1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1653+STABILITY: SURFACE MOTION
 BY1653
 BY1653  HISTORY     - Date     Condition        Report By
 BY1653  HISTORY     - 1948     MONUMENTED       CGS
 BY1653  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1653
 BY1653                          STATION DESCRIPTION
 BY1653
 BY1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1653'1.2 MI NW FROM GROVETON.
 BY1653'1.2 MILES NORTHWEST ALONG U. S. HIGHWAY 287 AND STATE HIGHWAY 94 FROM
 BY1653'THE COURTHOUSE AT GROVETON, 47.3 FEET SOUTHWEST OF THE CENTER LINE OF
 BY1653'THE HIGHWAY, 30.8 FEET NORTH OF THE EAST CORNER OF A FARMHOUSE, 14.3
 BY1653'FEET SOUTHEAST OF THE CENTER LINE OF A WALK LEADING TO THE FARMHOUSE,
 BY1653'13.2 FEET NORTHWEST OF THE SOUTHWEST END OF A WOODEN GATE, 0.9 FOOT
 BY1653'NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BY1653'FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.15 MILE SOUTHEAST OF A
 BY1653'JUNCTION WITH A DIRT ROAD LEADING NORTH.
 BY1653
 BY1653                          STATION RECOVERY (1996)
 BY1653
 BY1653'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1661 ***********************************************************************
 BY1661  DESIGNATION -  Y 560
 BY1661  PID         -  BY1661
 BY1661  STATE/COUNTY-  TX/TRINITY
 BY1661  USGS QUAD   -  GROVETON WEST (1963)
 BY1661
 BY1661                         *CURRENT SURVEY CONTROL
 BY1661  ___________________________________________________________________
 BY1661* NAD 83(1986)-  31 02 47.     (N)    095 14 59.     (W)     SCALED    
 BY1661* NAVD 88     -        70.52   (+/-2cm)     231.4    (feet)  VERTCON   
 BY1661  ___________________________________________________________________
 BY1661  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY1661
 BY1661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1661
 BY1661.The horizontal coordinates were scaled from a topographic map and have
 BY1661.an estimated accuracy of +/- 6 seconds.
 BY1661
 BY1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1661.The vertical order pertains to the NGVD 29 superseded value.
 BY1661
 BY1661.The geoid height was determined by GEOID03.
 BY1661
 BY1661;                    North         East    Units  Estimated Accuracy
 BY1661;SPC TX C     - 3,164,030.    1,185,050.      MT  (+/- 180 meters Scaled)
 BY1661
 BY1661                          SUPERSEDED SURVEY CONTROL
 BY1661
 BY1661  NGVD 29 (??/??/92)   70.533  (m)          231.41   (f) ADJ UNCH    2 0
 BY1661
 BY1661.Superseded values are not recommended for survey control.
 BY1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1661.See file dsdata.txt to determine how the superseded data were derived.
 BY1661
 BY1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ853369(NAD 83)
 BY1661_MARKER: DB = BENCH MARK DISK
 BY1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1661_STAMPING: Y 560 1948
 BY1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1661+STABILITY: SURFACE MOTION
 BY1661
 BY1661  HISTORY     - Date     Condition        Report By
 BY1661  HISTORY     - 1948     MONUMENTED       CGS
 BY1661  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1661
 BY1661                          STATION DESCRIPTION
 BY1661
 BY1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1661'4.15 MI NE FROM GLENDALE.
 BY1661'4.15 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 BY1661'GLENDALE, 339.0 FEET SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST
 BY1661'HEADWALL OF A 20-FOOT TRIPLE CHANNEL CONCRETE CULVERT, 248.0 FEET
 BY1661'NORTHEAST OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A 10-FOOT
 BY1661'TWIN CHANNEL CONCRETE CULVERT, 65.6 FEET NORTHWEST OF THE CENTER LINE
 BY1661'OF THE HIGHWAY, 1.9 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP
 BY1661'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY1661
 BY1661                          STATION RECOVERY (1996)
 BY1661
 BY1661'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0470 ***********************************************************************
 EN0470  DESIGNATION -  Y 562
 EN0470  PID         -  EN0470
 EN0470  STATE/COUNTY-  TX/RANDALL
 EN0470  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0470
 EN0470                         *CURRENT SURVEY CONTROL
 EN0470  ___________________________________________________________________
 EN0470* NAD 83(1986)-  34 56 39.     (N)    101 39 34.     (W)     SCALED    
 EN0470* NAVD 88     -       857.569  (meters)    2813.54   (feet)  ADJUSTED  
 EN0470  ___________________________________________________________________
 EN0470  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 EN0470  DYNAMIC HT  -         856.543 (meters)    2810.17  (feet)  COMP
 EN0470  MODELED GRAV-     979,410.1   (mgal)                       NAVD 88
 EN0470
 EN0470  VERT ORDER  -  SECOND    CLASS 0
 EN0470
 EN0470.The horizontal coordinates were scaled from a topographic map and have
 EN0470.an estimated accuracy of +/- 6 seconds.
 EN0470
 EN0470.The orthometric height was determined by differential leveling
 EN0470.and adjusted by the National Geodetic Survey in June 1991..
 EN0470
 EN0470.The geoid height was determined by GEOID03.
 EN0470
 EN0470.The dynamic height is computed by dividing the NAVD 88
 EN0470.geopotential number by the normal gravity value computed on the
 EN0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0470.degrees latitude (g = 980.6199 gals.).
 EN0470
 EN0470.The modeled gravity was interpolated from observed gravity values.
 EN0470
 EN0470;                    North         East    Units  Estimated Accuracy
 EN0470;SPC TX N     - 1,104,760.      185,440.      MT  (+/- 180 meters Scaled)
 EN0470
 EN0470                          SUPERSEDED SURVEY CONTROL
 EN0470
 EN0470  NGVD 29 (??/??/92)  857.102  (m)         2812.01   (f) ADJ UNCH    2 0
 EN0470
 EN0470.Superseded values are not recommended for survey control.
 EN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0470.See file dsdata.txt to determine how the superseded data were derived.
 EN0470
 EN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD571700(NAD 83)
 EN0470_MARKER: DB = BENCH MARK DISK
 EN0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0470_STAMPING: Y 562 1935
 EN0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0470+STABILITY: SURFACE MOTION
 EN0470
 EN0470  HISTORY     - Date     Condition        Report By
 EN0470  HISTORY     - 1935     MONUMENTED       CGS
 EN0470  HISTORY     - 1943     GOOD             NGS
 EN0470
 EN0470                          STATION DESCRIPTION
 EN0470
 EN0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0470'17.6 MI E FROM CANYON.
 EN0470'17.6 MILES EAST ALONG PALO DURO DRIVE FROM THE COUNTY COURTHOUSE AT
 EN0470'CANYON, RANDALL COUNTY, IN PALO DURO CANYON, 183 FEET SOUTHWEST OF THE
 EN0470'CENTER OF CREEK CROSSING 4, 61 FEET EAST OF THE CENTERLINE OF THE
 EN0470'ROAD, IN A SMALL GROVE OF CEDAR TREES, AND 1 FOOT FROM A WHITE WOODEN
 EN0470'WITNESS POST.  A STANDARD DISK, STAMPED Y 562 1935 AND SET IN THE TOP
 EN0470'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1018 ***********************************************************************
 FL1018  DESIGNATION -  Y 563
 FL1018  PID         -  FL1018
 FL1018  STATE/COUNTY-  TX/ARMSTRONG
 FL1018  USGS QUAD   -  CLAUDE SW (1983)
 FL1018
 FL1018                         *CURRENT SURVEY CONTROL
 FL1018  ___________________________________________________________________
 FL1018* NAD 83(1986)-  35 02 07.     (N)    101 27 06.     (W)     SCALED    
 FL1018* NAVD 88     -      1046.689  (meters)    3434.01   (feet)  ADJUSTED  
 FL1018  ___________________________________________________________________
 FL1018  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1018  DYNAMIC HT  -        1045.445 (meters)    3429.93  (feet)  COMP
 FL1018  MODELED GRAV-     979,410.1   (mgal)                       NAVD 88
 FL1018
 FL1018  VERT ORDER  -  SECOND    CLASS 0
 FL1018
 FL1018.The horizontal coordinates were scaled from a topographic map and have
 FL1018.an estimated accuracy of +/- 6 seconds.
 FL1018
 FL1018.The orthometric height was determined by differential leveling
 FL1018.and adjusted by the National Geodetic Survey in June 1991..
 FL1018
 FL1018.The geoid height was determined by GEOID03.
 FL1018
 FL1018.The dynamic height is computed by dividing the NAVD 88
 FL1018.geopotential number by the normal gravity value computed on the
 FL1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1018.degrees latitude (g = 980.6199 gals.).
 FL1018
 FL1018.The modeled gravity was interpolated from observed gravity values.
 FL1018
 FL1018;                    North         East    Units  Estimated Accuracy
 FL1018;SPC TX N     - 1,114,850.      204,410.      MT  (+/- 180 meters Scaled)
 FL1018
 FL1018                          SUPERSEDED SURVEY CONTROL
 FL1018
 FL1018  NGVD 29 (??/??/92) 1046.216  (m)         3432.46   (f) ADJ UNCH    2 0
 FL1018
 FL1018.Superseded values are not recommended for survey control.
 FL1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1018.See file dsdata.txt to determine how the superseded data were derived.
 FL1018
 FL1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD763797(NAD 83)
 FL1018_MARKER: DB = BENCH MARK DISK
 FL1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1018_STAMPING: Y 563 1935
 FL1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1018+STABILITY: SURFACE MOTION
 FL1018
 FL1018  HISTORY     - Date     Condition        Report By
 FL1018  HISTORY     - 1935     MONUMENTED       CGS
 FL1018  HISTORY     - 1954     MARK NOT FOUND   NGS
 FL1018
 FL1018                          STATION DESCRIPTION
 FL1018
 FL1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FL1018'17.7 MI SW FROM CONWAY.
 FL1018'IN ARMSTRONG COUNTY,17.7 MILES SOUTHWEST OF CONWAY, CARSON COUNTY.
 FL1018'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 5.0 MILES
 FL1018'WEST ALONG U.S. HIGHWAY 66, THENCE 2.2 MILES SOUTH ALONG A DIM DIRT
 FL1018'ROAD, AND THENCE ALONG GRADED ROADS 2.1 MILES SOUTH, 1.0 MILE EAST,
 FL1018'AND 7.4 MILES SOUTH.  IT IS ON THE NORTH SLOPE OF A HILL, 4.0 MILES
 FL1018'NORTH OF LLANO SCHOOL, 1.0 MILE NORTH OF A GRADED ROAD, AND 3.4 FEET
 FL1018'SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED Y 563 1935 AND
 FL1018'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1184 ***********************************************************************
 AY1184  DESIGNATION -  Y 564
 AY1184  PID         -  AY1184
 AY1184  STATE/COUNTY-  TX/BANDERA
 AY1184  USGS QUAD   -  SECO PASS (1964)
 AY1184
 AY1184                         *CURRENT SURVEY CONTROL
 AY1184  ___________________________________________________________________
 AY1184* NAD 83(1986)-  29 40 25.     (N)    099 24 38.     (W)     SCALED    
 AY1184* NAVD 88     -       493.122  (meters)    1617.85   (feet)  ADJUSTED  
 AY1184  ___________________________________________________________________
 AY1184  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AY1184  DYNAMIC HT  -         492.390 (meters)    1615.45  (feet)  COMP
 AY1184  MODELED GRAV-     979,144.5   (mgal)                       NAVD 88
 AY1184
 AY1184  VERT ORDER  -  SECOND    CLASS 0
 AY1184
 AY1184.The horizontal coordinates were scaled from a topographic map and have
 AY1184.an estimated accuracy of +/- 6 seconds.
 AY1184
 AY1184.The orthometric height was determined by differential leveling
 AY1184.and adjusted by the National Geodetic Survey in June 1991..
 AY1184
 AY1184.The geoid height was determined by GEOID03.
 AY1184
 AY1184.The dynamic height is computed by dividing the NAVD 88
 AY1184.geopotential number by the normal gravity value computed on the
 AY1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1184.degrees latitude (g = 980.6199 gals.).
 AY1184
 AY1184.The modeled gravity was interpolated from observed gravity values.
 AY1184
 AY1184;                    North         East    Units  Estimated Accuracy
 AY1184;SPC TXSC     - 4,204,020.      560,260.      MT  (+/- 180 meters Scaled)
 AY1184
 AY1184                          SUPERSEDED SURVEY CONTROL
 AY1184
 AY1184  NGVD 29 (??/??/92)  492.989  (m)         1617.41   (f) ADJ UNCH    2 0
 AY1184
 AY1184.Superseded values are not recommended for survey control.
 AY1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1184.See file dsdata.txt to determine how the superseded data were derived.
 AY1184
 AY1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT602826(NAD 83)
 AY1184_MARKER: DB = BENCH MARK DISK
 AY1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1184_STAMPING: Y 564 1953
 AY1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1184+STABILITY: SURFACE MOTION
 AY1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1184+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 AY1184
 AY1184  HISTORY     - Date     Condition        Report By
 AY1184  HISTORY     - 1953     MONUMENTED       CGS
 AY1184  HISTORY     - 1964     GOOD             USGS
 AY1184  HISTORY     - 19931201 GOOD             USPSQD
 AY1184  HISTORY     - 20040719 GOOD             TXDOT
 AY1184
 AY1184                          STATION DESCRIPTION
 AY1184
 AY1184'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AY1184'9.8 MI SW FROM TARPLEY.
 AY1184'9.8 MILES SOUTHEAST ALONG FARM ROAD 470 FROM POST OFFICE AT TARPLEY
 AY1184'246 FEET EAST CENTERLINE OF HIGHWAY AND TRACK ROAD NORTH.  63 FEET
 AY1184'NORTH CENTERLINE HIGHWAY SET IN A CONCRETE POST PROJECTING 0.5 FOOT
 AY1184'ABOVE GROUND.
 AY1184
 AY1184                          STATION RECOVERY (1993)
 AY1184
 AY1184'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1184'RECOVERED IN GOOD CONDITION.
 AY1184
 AY1184                          STATION RECOVERY (2004)
 AY1184
 AY1184'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (DLZ)
 AY1184'DESCRIPTION IS ADEQUATE
 AY1184'IS SUITABLE FOR GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0518 ***********************************************************************
 EN0518  DESIGNATION -  Y 567 RESET 1958
 EN0518  PID         -  EN0518
 EN0518  STATE/COUNTY-  TX/RANDALL
 EN0518  USGS QUAD   -  CANYON SE (1984)
 EN0518
 EN0518                         *CURRENT SURVEY CONTROL
 EN0518  ___________________________________________________________________
 EN0518* NAD 83(1986)-  34 48 25.     (N)    101 50 53.     (W)     SCALED    
 EN0518* NAVD 88     -      1104.63   (+/-2cm)    3624.1    (feet)  VERTCON   
 EN0518  ___________________________________________________________________
 EN0518  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EN0518
 EN0518  VERT ORDER  -  THIRD (See Below)
 EN0518
 EN0518.The horizontal coordinates were scaled from a topographic map and have
 EN0518.an estimated accuracy of +/- 6 seconds.
 EN0518
 EN0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0518.The vertical order pertains to the NGVD 29 superseded value.
 EN0518
 EN0518.The geoid height was determined by GEOID03.
 EN0518
 EN0518;                    North         East    Units  Estimated Accuracy
 EN0518;SPC TX N     - 1,089,580.      168,150.      MT  (+/- 180 meters Scaled)
 EN0518
 EN0518                          SUPERSEDED SURVEY CONTROL
 EN0518
 EN0518  NGVD 29 (??/??/??) 1104.15   (m)         3622.5    (f) RESET       3  
 EN0518
 EN0518.Superseded values are not recommended for survey control.
 EN0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0518.See file dsdata.txt to determine how the superseded data were derived.
 EN0518
 EN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD394553(NAD 83)
 EN0518_MARKER: DB = BENCH MARK DISK
 EN0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0518_STAMPING: Y 567 RESET 1958
 EN0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0518+STABILITY: SURFACE MOTION
 EN0518
 EN0518  HISTORY     - Date     Condition        Report By
 EN0518  HISTORY     - 1958     MONUMENTED       CGS
 EN0518
 EN0518                          STATION DESCRIPTION
 EN0518
 EN0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EN0518'4.3 MI N FROM HAPPY.
 EN0518'IN RANDALL COUNTY, ABOUT 4.3 MILES NORTH OF HAPPY, SWISHER COUNTY, IN
 EN0518'THE SOUTHWEST POINT OF THE INTERSECTION OF PAVED HIGHWAYS NOS. 285 AND
 EN0518'1541.  THE MARK IS ABOUT 48 YARDS SOUTH OF THE CENTERLINE OF HIGHWAY
 EN0518'NO. 285 AND 20 YARDS WEST OF THE CENTERLINE OF NO. 1541.  IT IS IN THE
 EN0518'SOUTHEAST CORNER OF AN OLD ABANDONED FARM YARD, 1 FOOT NORTH OF THE
 EN0518'SOUTH YARD FENCE AND IN THE APPROXIMATE WEST RIGHT-OF-WAY LINE OF THE
 EN0518'NORTHSOUTH HIGHWAY NO. 1541.  A STANDARD DISK STAMPED Y 567 RESET 1958
 EN0518'IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0235 ***********************************************************************
 EN0235  DESIGNATION -  Y 568
 EN0235  PID         -  EN0235
 EN0235  STATE/COUNTY-  TX/ARMSTRONG
 EN0235  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0235
 EN0235                         *CURRENT SURVEY CONTROL
 EN0235  ___________________________________________________________________
 EN0235* NAD 83(1986)-  34 51 01.     (N)    101 25 25.     (W)     SCALED    
 EN0235* NAVD 88     -       764.977  (meters)    2509.76   (feet)  ADJUSTED  
 EN0235  ___________________________________________________________________
 EN0235  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EN0235  DYNAMIC HT  -         764.076 (meters)    2506.81  (feet)  COMP
 EN0235  MODELED GRAV-     979,432.2   (mgal)                       NAVD 88
 EN0235
 EN0235  VERT ORDER  -  SECOND    CLASS 0
 EN0235
 EN0235.The horizontal coordinates were scaled from a topographic map and have
 EN0235.an estimated accuracy of +/- 6 seconds.
 EN0235
 EN0235.The orthometric height was determined by differential leveling
 EN0235.and adjusted by the National Geodetic Survey in June 1991..
 EN0235
 EN0235.The geoid height was determined by GEOID03.
 EN0235
 EN0235.The dynamic height is computed by dividing the NAVD 88
 EN0235.geopotential number by the normal gravity value computed on the
 EN0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0235.degrees latitude (g = 980.6199 gals.).
 EN0235
 EN0235.The modeled gravity was interpolated from observed gravity values.
 EN0235
 EN0235;                    North         East    Units  Estimated Accuracy
 EN0235;SPC TX N     - 1,094,330.      206,990.      MT  (+/- 180 meters Scaled)
 EN0235
 EN0235                          SUPERSEDED SURVEY CONTROL
 EN0235
 EN0235  NGVD 29 (??/??/92)  764.550  (m)         2508.36   (f) ADJ UNCH    2 0
 EN0235
 EN0235.Superseded values are not recommended for survey control.
 EN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0235.See file dsdata.txt to determine how the superseded data were derived.
 EN0235
 EN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD784591(NAD 83)
 EN0235_MARKER: DB = BENCH MARK DISK
 EN0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0235_STAMPING: Y 568 1935
 EN0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0235+STABILITY: SURFACE MOTION
 EN0235
 EN0235  HISTORY     - Date     Condition        Report By
 EN0235  HISTORY     - 1935     MONUMENTED       CGS
 EN0235  HISTORY     - 1943     GOOD             NGS
 EN0235
 EN0235                          STATION DESCRIPTION
 EN0235
 EN0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0235'8.3 MI NE FROM WAYSIDE.
 EN0235'3.2 MILES EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT WAYSIDE,
 EN0235'ARMSTRONG COUNTY, THENCE 5.1 MILES NORTHEAST ALONG THE CANYON ROAD.
 EN0235'6.2 MILES SOUTHWEST OF THE D.C. DYE RANCH HOUSE, 0.4 MILE NORTH OF THE
 EN0235'NORTH BANK OF THE RIVER, AND 50 FEET NORTHWEST OF THE CENTERLINE OF
 EN0235'THE ROAD.  A STANDARD DISK, STAMPED Y 568 1935 AND SET IN THE TOP OF A
 EN0235'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0445 ***********************************************************************
 AV0445  DESIGNATION -  Y 57
 AV0445  PID         -  AV0445
 AV0445  STATE/COUNTY-  TX/JEFFERSON
 AV0445  USGS QUAD   -  SABINE PASS (1993)
 AV0445
 AV0445                         *CURRENT SURVEY CONTROL
 AV0445  ___________________________________________________________________
 AV0445* NAD 83(1986)-  29 44 17.     (N)    093 53 21.     (W)     SCALED    
 AV0445* NAVD 88     -         1.05   (+/-2cm)       3.4    (feet)  VERTCON   
 AV0445  ___________________________________________________________________
 AV0445  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AV0445
 AV0445  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0445
 AV0445.The horizontal coordinates were scaled from a topographic map and have
 AV0445.an estimated accuracy of +/- 6 seconds.
 AV0445
 AV0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0445.The vertical order pertains to the NGVD 29 superseded value.
 AV0445
 AV0445.The geoid height was determined by GEOID03.
 AV0445
 AV0445;                    North         East    Units  Estimated Accuracy
 AV0445;SPC TXSC     - 4,221,900.    1,094,200.      MT  (+/- 180 meters Scaled)
 AV0445
 AV0445                          SUPERSEDED SURVEY CONTROL
 AV0445
 AV0445  NGVD 29 (??/??/??)    1.042  (m)            3.42   (f) ADJUSTED    1 2
 AV0445
 AV0445.Superseded values are not recommended for survey control.
 AV0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0445.See file dsdata.txt to determine how the superseded data were derived.
 AV0445
 AV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN140900(NAD 83)
 AV0445_MARKER: DB = BENCH MARK DISK
 AV0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0445_STAMPING: Y 57 1918 ELEV 3.743 FT.
 AV0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0445+STABILITY: SURFACE MOTION
 AV0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0445+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 AV0445
 AV0445  HISTORY     - Date     Condition        Report By
 AV0445  HISTORY     - 1918     MONUMENTED       CGS
 AV0445  HISTORY     - 1958     GOOD             CGS
 AV0445  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0445  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0445  HISTORY     - 1990     GOOD             USPSQD
 AV0445  HISTORY     - 1990     GOOD             USPSQD
 AV0445  HISTORY     - 19930202 GOOD             USPSQD
 AV0445  HISTORY     - 19940719 GOOD             USPSQD
 AV0445  HISTORY     - 19991023 GOOD             USPSQD
 AV0445  HISTORY     - 20010331 GOOD             NGS
 AV0445  HISTORY     - 20010331 GOOD             NGS
 AV0445  HISTORY     - 20031002 GOOD             USPSQD
 AV0445
 AV0445                          STATION DESCRIPTION
 AV0445
 AV0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0445'0.7 MI NE FROM SABINE PASS.
 AV0445'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0445'MONUMENT AT SABINE PASS, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG AN
 AV0445'OILED ROAD, 310 FEET SOUTHWEST OF THE CENTER LINE OF THE OILED ROAD,
 AV0445'26 FEET NORTHWEST OF THE CENTER LINE OF A SHELL ROAD, 43 FEET
 AV0445'NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST, 1
 AV0445'FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS,
 AV0445'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AV0445
 AV0445                          STATION RECOVERY (1987)
 AV0445
 AV0445'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0445'MARK NOT FOUND.
 AV0445
 AV0445                          STATION RECOVERY (1989)
 AV0445
 AV0445'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0445'MARK NOT FOUND.
 AV0445
 AV0445                          STATION RECOVERY (1990)
 AV0445
 AV0445'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBW)
 AV0445'RECOVERED IN GOOD CONDITION.
 AV0445
 AV0445                          STATION RECOVERY (1990)
 AV0445
 AV0445'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0445'RECOVERED IN GOOD CONDITION.
 AV0445
 AV0445                          STATION RECOVERY (1993)
 AV0445
 AV0445'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0445'RECOVERED IN GOOD CONDITION.
 AV0445
 AV0445                          STATION RECOVERY (1994)
 AV0445
 AV0445'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0445'RECOVERED IN GOOD CONDITION.
 AV0445
 AV0445                          STATION RECOVERY (1999)
 AV0445
 AV0445'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0445'RECOVERED IN GOOD CONDITION.
 AV0445
 AV0445                          STATION RECOVERY (2001)
 AV0445
 AV0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0445'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0445
 AV0445                          STATION RECOVERY (2001)
 AV0445
 AV0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0445'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0445
 AV0445                          STATION RECOVERY (2003)
 AV0445
 AV0445'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0360 ***********************************************************************
 AM0360  DESIGNATION -  Y 571 RESET 1961
 AM0360  PID         -  AM0360
 AM0360  STATE/COUNTY-  TX/MATAGORDA
 AM0360  USGS QUAD   -  SARGENT (1972)
 AM0360
 AM0360                         *CURRENT SURVEY CONTROL
 AM0360  ___________________________________________________________________
 AM0360* NAD 83(1986)-  28 51 23.     (N)    095 39 56.     (W)     SCALED    
 AM0360* NAVD 88     -         3.41   (+/-2cm)      11.2    (feet)  VERTCON   
 AM0360  ___________________________________________________________________
 AM0360  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AM0360
 AM0360  VERT ORDER  -  THIRD (See Below)
 AM0360
 AM0360.The horizontal coordinates were scaled from a topographic map and have
 AM0360.an estimated accuracy of +/- 6 seconds.
 AM0360
 AM0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0360.The vertical order pertains to the NGVD 29 superseded value.
 AM0360
 AM0360.The geoid height was determined by GEOID03.
 AM0360
 AM0360;                    North         East    Units  Estimated Accuracy
 AM0360;SPC TXSC     - 4,118,020.      925,280.      MT  (+/- 180 meters Scaled)
 AM0360
 AM0360                          SUPERSEDED SURVEY CONTROL
 AM0360
 AM0360  NGVD 29 (??/??/??)    3.44   (m)           11.3    (f) RESET       3  
 AM0360
 AM0360.Superseded values are not recommended for survey control.
 AM0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0360.See file dsdata.txt to determine how the superseded data were derived.
 AM0360
 AM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM399949(NAD 83)
 AM0360_MARKER: DB = BENCH MARK DISK
 AM0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0360_STAMPING: Y 571 RESET 1961
 AM0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0360+STABILITY: SURFACE MOTION
 AM0360
 AM0360  HISTORY     - Date     Condition        Report By
 AM0360  HISTORY     - 1961     MONUMENTED       CGS
 AM0360  HISTORY     - 1977     GOOD             NGS
 AM0360  HISTORY     - 1991     GOOD             USPSQD
 AM0360  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0360
 AM0360                          STATION DESCRIPTION
 AM0360
 AM0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AM0360'1.4 MI NW FROM SARGENT.
 AM0360'ABOUT 1.4 MILES NORTHWEST ALONG F.M. ROAD NO. 457 FROM THE CENTER OF
 AM0360'SARGENT, UNDER THE NORTHEAST RIGHT-OF-WAY FENCE AND A WITNESS SIGN, 30
 AM0360'FEET NORTH OF THE NORTH END OF A METAL GATE ENTERING A PASTURE AND A
 AM0360'STOCK SHED.  IT IS ACROSS THE HIGHWAY NORTHEAST FROM A LARGE BRICK
 AM0360'RANCH HOUSE.  A STANDARD DISK STAMPED Y 571 RESET 1961 IN A CONCRETE
 AM0360'POST WICH PROJECTS ABOUT 4 INCHES.
 AM0360
 AM0360                          STATION RECOVERY (1977)
 AM0360
 AM0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0360'RECOVERED IN GOOD CONDITION.
 AM0360
 AM0360                          STATION RECOVERY (1991)
 AM0360
 AM0360'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0360'RECOVERED IN GOOD CONDITION.
 AM0360
 AM0360                          STATION RECOVERY (2003)
 AM0360
 AM0360'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0246 ***********************************************************************
 AM0246  DESIGNATION -  Y 573
 AM0246  PID         -  AM0246
 AM0246  STATE/COUNTY-  TX/BRAZORIA
 AM0246  USGS QUAD   -  CEDAR LANE (1972)
 AM0246
 AM0246                         *CURRENT SURVEY CONTROL
 AM0246  ___________________________________________________________________
 AM0246* NAD 83(1986)-  28 58 18.     (N)    095 40 57.     (W)     SCALED    
 AM0246* NAVD 88     -         4.60   (+/-2cm)      15.1    (feet)  VERTCON   
 AM0246  ___________________________________________________________________
 AM0246  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0246
 AM0246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0246
 AM0246.The horizontal coordinates were scaled from a topographic map and have
 AM0246.an estimated accuracy of +/- 6 seconds.
 AM0246
 AM0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0246.The vertical order pertains to the NGVD 29 superseded value.
 AM0246
 AM0246.The geoid height was determined by GEOID03.
 AM0246
 AM0246;                    North         East    Units  Estimated Accuracy
 AM0246;SPC TXSC     - 4,130,740.      923,260.      MT  (+/- 180 meters Scaled)
 AM0246
 AM0246                          SUPERSEDED SURVEY CONTROL
 AM0246
 AM0246  NGVD 29 (??/??/92)    4.626  (m)           15.18   (f) ADJ UNCH    2 0
 AM0246
 AM0246.Superseded values are not recommended for survey control.
 AM0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0246.See file dsdata.txt to determine how the superseded data were derived.
 AM0246
 AM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN386078(NAD 83)
 AM0246_MARKER: DB = BENCH MARK DISK
 AM0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0246_STAMPING: Y 573 1941
 AM0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0246+STABILITY: SURFACE MOTION
 AM0246
 AM0246  HISTORY     - Date     Condition        Report By
 AM0246  HISTORY     - 1941     MONUMENTED       CGS
 AM0246  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0246
 AM0246                          STATION DESCRIPTION
 AM0246
 AM0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0246'0.6 MI SE FROM CEDAR LANE.
 AM0246'IN BRAZORIA COUNTY, 0.6 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD
 AM0246'FROM THE POST OFFICE AT CEDAR LANE, MATAGORDA COUNTY, THENCE 4.0 MILES
 AM0246'NORTHEAST ALONG A COUNTY ROAD.  0.7 MILE NORTHEAST OF THE
 AM0246'BRAZORIA-MATAGORDA COUNTY LINE, AT THE JUNCTION OF A DIRT ROAD LEADING
 AM0246'NORTHWEST, 77 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 58 FEET
 AM0246'NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 59 FEET EAST OF THE CENTER
 AM0246'OF A WOODEN BRIDGE UNDER THE DIRT ROAD, 3.4 FEET NORTH OF A FENCE, 3
 AM0246'FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE COUNTY
 AM0246'ROAD.  A STANDARD DISK, STAMPED Y 573 1941 AND SET IN THE TOP OF A
 AM0246'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AM0246
 AM0246                          STATION RECOVERY (2003)
 AM0246
 AM0246'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0246'SIGNIFICANT ROAD AND DITCH GRADING MODIFICATIONS HAVE OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0521 ***********************************************************************
 AX0521  DESIGNATION -  Y 574
 AX0521  PID         -  AX0521
 AX0521  STATE/COUNTY-  TX/MATAGORDA
 AX0521  USGS QUAD   -  LANE CITY SE (1980)
 AX0521
 AX0521                         *CURRENT SURVEY CONTROL
 AX0521  ___________________________________________________________________
 AX0521* NAD 83(1986)-  29 04 22.     (N)    096 07 20.     (W)     SCALED    
 AX0521* NAVD 88     -        21.93   (+/-2cm)      71.9    (feet)  VERTCON   
 AX0521  ___________________________________________________________________
 AX0521  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX0521
 AX0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0521
 AX0521.The horizontal coordinates were scaled from a topographic map and have
 AX0521.an estimated accuracy of +/- 6 seconds.
 AX0521
 AX0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0521.The vertical order pertains to the NGVD 29 superseded value.
 AX0521
 AX0521.The geoid height was determined by GEOID03.
 AX0521
 AX0521;                    North         East    Units  Estimated Accuracy
 AX0521;SPC TXSC     - 4,140,810.      880,150.      MT  (+/- 180 meters Scaled)
 AX0521
 AX0521                          SUPERSEDED SURVEY CONTROL
 AX0521
 AX0521  NGVD 29 (??/??/92)   21.953  (m)           72.02   (f) ADJ UNCH    2 0
 AX0521
 AX0521.Superseded values are not recommended for survey control.
 AX0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0521.See file dsdata.txt to determine how the superseded data were derived.
 AX0521
 AX0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT801194(NAD 83)
 AX0521_MARKER: DB = BENCH MARK DISK
 AX0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0521_STAMPING: Y 574 1941
 AX0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0521+STABILITY: SURFACE MOTION
 AX0521
 AX0521  HISTORY     - Date     Condition        Report By
 AX0521  HISTORY     - 1941     MONUMENTED       CGS
 AX0521  HISTORY     - 1943     GOOD             CGS
 AX0521
 AX0521                          STATION DESCRIPTION
 AX0521
 AX0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0521'8.7 MI NW FROM MARKHAM.
 AX0521'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARKHAM--
 AX0521'PROCEED 3.2 MILES NORTH ALONG PAVED ROAD TO THE INTERSECTION OF
 AX0521'CROSSROAD.  THENCE TURN RIGHT AND GO 5.5 MILES ALONG THE ROAD TO
 AX0521'PIERCE TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 33.0 FEET
 AX0521'SOUTHEAST OF THE EAST END OF A CATTLE GUARD, 33.0 FEET EAST OF AND
 AX0521'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD.  IT IS 2.0 FEET WEST
 AX0521'OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF AN EAST-WEST
 AX0521'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AX0521
 AX0521                          STATION RECOVERY (1943)
 AX0521
 AX0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0521'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0521'STATION AT MARKHAM, PROCEED 3.15 MILES NORTHWESTERLY ALONG A PAVED
 AX0521'ROAD TO AN OILED SIDE ROAD INTERSECTION LEADING NORTH TO PIERCE,
 AX0521'THENCE 5.6 MILES NORTHERLY ALONG AN OILED AND DIRT ROAD TO SITE OF
 AX0521'BENCH MARK. BENCH MARK IS 36.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW
 AX0521'THE CENTERLINE OF ROAD, AND 32.0 FEET SOUTHEAST OF THE EAST END OF A
 AX0521'CATTLE GUARD. IT IS 28.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 AX0521'CULTIVATED FIELD, AND 2.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER
 AX0521'POST. MONUMENT PROJECTS 0.4 FOOT. A DISK SET IN THE TOP OF A CONCRETE
 AX0521'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0315 ***********************************************************************
 AN0315  DESIGNATION -  Y 575
 AN0315  PID         -  AN0315
 AN0315  STATE/COUNTY-  TX/MATAGORDA
 AN0315  USGS QUAD   -  MIDFIELD (1995)
 AN0315
 AN0315                         *CURRENT SURVEY CONTROL
 AN0315  ___________________________________________________________________
 AN0315* NAD 83(1986)-  28 55 09.     (N)    096 13 02.     (W)     SCALED    
 AN0315* NAVD 88     -        13.78   (+/-2cm)      45.2    (feet)  VERTCON   
 AN0315  ___________________________________________________________________
 AN0315  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0315
 AN0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0315
 AN0315.The horizontal coordinates were scaled from a topographic map and have
 AN0315.an estimated accuracy of +/- 6 seconds.
 AN0315
 AN0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0315.The vertical order pertains to the NGVD 29 superseded value.
 AN0315
 AN0315.The geoid height was determined by GEOID03.
 AN0315
 AN0315;                    North         East    Units  Estimated Accuracy
 AN0315;SPC TXSC     - 4,123,570.      871,310.      MT  (+/- 180 meters Scaled)
 AN0315
 AN0315                          SUPERSEDED SURVEY CONTROL
 AN0315
 AN0315  NGVD 29 (??/??/92)   13.816  (m)           45.33   (f) ADJ UNCH    2 0
 AN0315
 AN0315.Superseded values are not recommended for survey control.
 AN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0315.See file dsdata.txt to determine how the superseded data were derived.
 AN0315
 AN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT713022(NAD 83)
 AN0315_MARKER: DB = BENCH MARK DISK
 AN0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0315_STAMPING: Y 575 1941
 AN0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0315+STABILITY: SURFACE MOTION
 AN0315
 AN0315  HISTORY     - Date     Condition        Report By
 AN0315  HISTORY     - 1941     MONUMENTED       CGS
 AN0315  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0315  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0315
 AN0315                          STATION DESCRIPTION
 AN0315
 AN0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0315'1.5 MI S FROM MIDFIELD.
 AN0315'ABOUT 1.5 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AN0315'THE STATION AT MIDFIELD, MATAGORDA COUNTY, ABOUT 220 FEET SOUTH OF
 AN0315'MILEPOST 53, 45 FEET EAST OF THE EAST RAIL, 28.2 FEET WEST OF THE
 AN0315'CENTER LINE OF A DIRT ROAD PARALLELING THE TRACK, 4.3 FEET NORTHWEST
 AN0315'OF A POLE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 AN0315'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Y 575 1941 AND SET IN
 AN0315'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT ABOVE GROUND.
 AN0315
 AN0315                          STATION RECOVERY (1978)
 AN0315
 AN0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0315'NOT RECOVERED ON THIS DATE.
 AN0315
 AN0315                          STATION RECOVERY (1991)
 AN0315
 AN0315'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0572 ***********************************************************************
 AX0572  DESIGNATION -  Y 577
 AX0572  PID         -  AX0572
 AX0572  STATE/COUNTY-  TX/WHARTON
 AX0572  USGS QUAD   -  EL CAMPO SE (1981)
 AX0572
 AX0572                         *CURRENT SURVEY CONTROL
 AX0572  ___________________________________________________________________
 AX0572* NAD 83(1986)-  29 01 13.     (N)    096 21 18.     (W)     SCALED    
 AX0572* NAVD 88     -        20.55   (+/-2cm)      67.4    (feet)  VERTCON   
 AX0572  ___________________________________________________________________
 AX0572  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0572
 AX0572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0572
 AX0572.The horizontal coordinates were scaled from a topographic map and have
 AX0572.an estimated accuracy of +/- 6 seconds.
 AX0572
 AX0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0572.The vertical order pertains to the NGVD 29 superseded value.
 AX0572
 AX0572.The geoid height was determined by GEOID03.
 AX0572
 AX0572;                    North         East    Units  Estimated Accuracy
 AX0572;SPC TXSC     - 4,134,460.      857,620.      MT  (+/- 180 meters Scaled)
 AX0572
 AX0572                          SUPERSEDED SURVEY CONTROL
 AX0572
 AX0572  NGVD 29 (??/??/92)   20.565  (m)           67.47   (f) ADJ UNCH    2 0
 AX0572
 AX0572.Superseded values are not recommended for survey control.
 AX0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0572.See file dsdata.txt to determine how the superseded data were derived.
 AX0572
 AX0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT576131(NAD 83)
 AX0572_MARKER: DB = BENCH MARK DISK
 AX0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0572_STAMPING: Y 577 1941
 AX0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0572+STABILITY: SURFACE MOTION
 AX0572
 AX0572  HISTORY     - Date     Condition        Report By
 AX0572  HISTORY     - 1941     MONUMENTED       CGS
 AX0572
 AX0572                          STATION DESCRIPTION
 AX0572
 AX0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0572'8.1 MI S FROM LOUISE.
 AX0572'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AX0572'LOUISE-- PROCEED ON STATE HIGHWAY 59, 1.1 MILES TO INTERSECTION OF
 AX0572'ROAD TO FRANCITAS.  THENCE TURN LEFT (SOUTHEASTERLY) ON ROAD TO
 AX0572'FRANCITAS AND GO 7.0 MILES TO A T ROAD INTERSECTION AND SITE OF MARK.
 AX0572'BENCH MARK IS NEAR A T ROAD INTERSECTION ABOUT 290.0 FEET SOUTHEAST OF
 AX0572'BENCH MARK X 577 ABOUT 145.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD
 AX0572'INTERSECTION, 31.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AX0572'THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTH OF A 4X4 INCH WOODEN MARKER
 AX0572'POST AND 1.0 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE. MONUMENT
 AX0572'PROJECTS ABOUT 0.6 FOOT.  MARK STAMPED Y 577 1941.  A STANDARD DISK IN
 AX0572'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0556 ***********************************************************************
 AX0556  DESIGNATION -  Y 578
 AX0556  PID         -  AX0556
 AX0556  STATE/COUNTY-  TX/WHARTON
 AX0556  USGS QUAD   -  DANEVANG (1951)
 AX0556
 AX0556                         *CURRENT SURVEY CONTROL
 AX0556  ___________________________________________________________________
 AX0556* NAD 83(1986)-  29 03 24.     (N)    096 14 29.     (W)     SCALED    
 AX0556* NAVD 88     -        21.51   (+/-2cm)      70.6    (feet)  VERTCON   
 AX0556  ___________________________________________________________________
 AX0556  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0556
 AX0556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0556
 AX0556.The horizontal coordinates were scaled from a topographic map and have
 AX0556.an estimated accuracy of +/- 6 seconds.
 AX0556
 AX0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0556.The vertical order pertains to the NGVD 29 superseded value.
 AX0556
 AX0556.The geoid height was determined by GEOID03.
 AX0556
 AX0556;                    North         East    Units  Estimated Accuracy
 AX0556;SPC TXSC     - 4,138,750.      868,590.      MT  (+/- 180 meters Scaled)
 AX0556
 AX0556                          SUPERSEDED SURVEY CONTROL
 AX0556
 AX0556  NGVD 29 (??/??/92)   21.523  (m)           70.61   (f) ADJ UNCH    2 0
 AX0556
 AX0556.Superseded values are not recommended for survey control.
 AX0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0556.See file dsdata.txt to determine how the superseded data were derived.
 AX0556
 AX0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT685174(NAD 83)
 AX0556_MARKER: DB = BENCH MARK DISK
 AX0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0556_SP_SET: CULVERT
 AX0556_STAMPING: Y 578 1941
 AX0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0556
 AX0556  HISTORY     - Date     Condition        Report By
 AX0556  HISTORY     - 1941     MONUMENTED       CGS
 AX0556
 AX0556                          STATION DESCRIPTION
 AX0556
 AX0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0556'2.0 MI W FROM DANEVANG.
 AX0556'TO REACH FROM CROSSROAD AT DANEVANG-- PROCEED 2.0 MILES WESTERLY ALONG
 AX0556'GRADED ROAD TO THE INTERSECTION OF CROSSROAD AND THE SITE OF THE BENCH
 AX0556'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF
 AX0556'THE WEST HEADWALL OF A 4X4 FOOT CONCRETE BOX CULVERT UNDER THE
 AX0556'NORTH-SOUTH ROAD.  IT IS 21.0 FEET NORTH OF AND ABOUT 1.5 FEET ABOVE
 AX0556'THE CENTERLINE OF THE EAST-WEST ROAD.  MARK IS STAMPED, Y 578 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0254 ***********************************************************************
 AN0254  DESIGNATION -  Y 579
 AN0254  PID         -  AN0254
 AN0254  STATE/COUNTY-  TX/MATAGORDA
 AN0254  USGS QUAD   -  MARKHAM (1995)
 AN0254
 AN0254                         *CURRENT SURVEY CONTROL
 AN0254  ___________________________________________________________________
 AN0254* NAD 83(1986)-  28 58 37.     (N)    096 01 31.     (W)     SCALED    
 AN0254* NAVD 88     -        15.24   (+/-2cm)      50.0    (feet)  VERTCON   
 AN0254  ___________________________________________________________________
 AN0254  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN0254
 AN0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0254
 AN0254.The horizontal coordinates were scaled from a topographic map and have
 AN0254.an estimated accuracy of +/- 6 seconds.
 AN0254
 AN0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0254.The vertical order pertains to the NGVD 29 superseded value.
 AN0254
 AN0254.The geoid height was determined by GEOID03.
 AN0254
 AN0254;                    North         East    Units  Estimated Accuracy
 AN0254;SPC TXSC     - 4,130,430.      889,850.      MT  (+/- 180 meters Scaled)
 AN0254
 AN0254                          SUPERSEDED SURVEY CONTROL
 AN0254
 AN0254  NGVD 29 (??/??/92)   15.273  (m)           50.11   (f) ADJ UNCH    2 0
 AN0254
 AN0254.Superseded values are not recommended for survey control.
 AN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0254.See file dsdata.txt to determine how the superseded data were derived.
 AN0254
 AN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT898090(NAD 83)
 AN0254_MARKER: DB = BENCH MARK DISK
 AN0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0254_STAMPING: Y 579 1941
 AN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0254+STABILITY: SURFACE MOTION
 AN0254
 AN0254  HISTORY     - Date     Condition        Report By
 AN0254  HISTORY     - 1941     MONUMENTED       CGS
 AN0254  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0254  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0254
 AN0254                          STATION DESCRIPTION
 AN0254
 AN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0254'3.3 MI E FROM MARKHAM.
 AN0254'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0254'ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, ABOUT 3.4 MILES
 AN0254'WEST OF THE POST OFFICE AT BAY CITY, ABOUT 75 FEET SOUTHWEST OF A
 AN0254'SMALL CONCRETE CULVERT, IN A SMALL LIVE OAK GROVE, 54 FEET SOUTH OF
 AN0254'THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTH OF A FENCE, 3 FEET EAST
 AN0254'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 AN0254'HIGHWAY.  A STANDARD DISK, STAMPED Y 579 1941 AND SET IN THE TOP OF A
 AN0254'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0254
 AN0254                          STATION RECOVERY (1991)
 AN0254
 AN0254'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0254'MARK NOT FOUND.
 AN0254
 AN0254                          STATION RECOVERY (1999)
 AN0254
 AN0254'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0787 ***********************************************************************
 AB0787  DESIGNATION -  Y 58
 AB0787  PID         -  AB0787
 AB0787  STATE/COUNTY-  TX/HIDALGO
 AB0787  USGS QUAD   -  MERCEDES (1983)
 AB0787
 AB0787                         *CURRENT SURVEY CONTROL
 AB0787  ___________________________________________________________________
 AB0787* NAD 83(1986)-  26 08 55.     (N)    097 54 46.     (W)     SCALED    
 AB0787* NAVD 88     -        21.365  (meters)      70.09   (feet)  ADJUSTED  
 AB0787  ___________________________________________________________________
 AB0787  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AB0787  DYNAMIC HT  -          21.330 (meters)      69.98  (feet)  COMP
 AB0787  MODELED GRAV-     979,015.0   (mgal)                       NAVD 88
 AB0787
 AB0787  VERT ORDER  -  FIRST     CLASS II
 AB0787
 AB0787.The horizontal coordinates were scaled from a topographic map and have
 AB0787.an estimated accuracy of +/- 6 seconds.
 AB0787
 AB0787.The orthometric height was determined by differential leveling
 AB0787.and adjusted by the National Geodetic Survey in June 1991..
 AB0787.WARNING-Repeat measurements at this control monument indicate possible
 AB0787.vertical movement.
 AB0787
 AB0787.The geoid height was determined by GEOID03.
 AB0787
 AB0787.The dynamic height is computed by dividing the NAVD 88
 AB0787.geopotential number by the normal gravity value computed on the
 AB0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0787.degrees latitude (g = 980.6199 gals.).
 AB0787
 AB0787.The modeled gravity was interpolated from observed gravity values.
 AB0787
 AB0787;                    North         East    Units  Estimated Accuracy
 AB0787;SPC TX S     - 5,053,530.      358,720.      MT  (+/- 180 meters Scaled)
 AB0787
 AB0787                          SUPERSEDED SURVEY CONTROL
 AB0787
 AB0787  NGVD 29 (??/??/92)   21.485  (m)           70.49   (f) ADJ UNCH    1 2
 AB0787
 AB0787.Superseded values are not recommended for survey control.
 AB0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0787.See file dsdata.txt to determine how the superseded data were derived.
 AB0787
 AB0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP086925(NAD 83)
 AB0787_MARKER: DB = BENCH MARK DISK
 AB0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0787_SP_SET: BUILDING
 AB0787_STAMPING: Y 58 1918 70.417
 AB0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0787
 AB0787  HISTORY     - Date     Condition        Report By
 AB0787  HISTORY     - 1918     MONUMENTED       CGS
 AB0787  HISTORY     - 1943     GOOD             NGS
 AB0787  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0787  HISTORY     - 1987     GOOD             USPSQD
 AB0787  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0787
 AB0787                          STATION DESCRIPTION
 AB0787
 AB0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0787'IN MERCEDES.
 AB0787'BENCH MARK IS AT THE INTERSECTION OF SOUTH TEXAS AVENUE AND SECOND
 AB0787'STREET, SET VERTICALLY IN THE WEST WALL OF A BRICK STORE BUILDING,
 AB0787'15.3 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING AND 7.5 FEET
 AB0787'SOUTH OF THE SOUTH EDGE OF PLATE GLASS WINDOW, AND ABOUT 2.8 FEET
 AB0787'ABOVE THE SIDEWALK.  A DISK SET IN DRILL HOLE.
 AB0787
 AB0787                          STATION RECOVERY (1981)
 AB0787
 AB0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0787'MARK NOT RECOVERED, BUILDING TORN DOWN.
 AB0787
 AB0787                          STATION RECOVERY (1987)
 AB0787
 AB0787'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0787'RECOVERED IN GOOD CONDITION.
 AB0787
 AB0787                          STATION RECOVERY (1987)
 AB0787
 AB0787'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AB0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0416 ***********************************************************************
 AN0416  DESIGNATION -  Y 580
 AN0416  PID         -  AN0416
 AN0416  STATE/COUNTY-  TX/CALHOUN
 AN0416  USGS QUAD   -  SEADRIFT (1973)
 AN0416
 AN0416                         *CURRENT SURVEY CONTROL
 AN0416  ___________________________________________________________________
 AN0416* NAD 83(1986)-  28 24 57.     (N)    096 43 08.     (W)     SCALED    
 AN0416* NAVD 88     -         3.91   (+/-2cm)      12.8    (feet)  VERTCON   
 AN0416  ___________________________________________________________________
 AN0416  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0416
 AN0416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0416
 AN0416.The horizontal coordinates were scaled from a topographic map and have
 AN0416.an estimated accuracy of +/- 6 seconds.
 AN0416
 AN0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0416.The vertical order pertains to the NGVD 29 superseded value.
 AN0416
 AN0416.The geoid height was determined by GEOID03.
 AN0416
 AN0416;                    North         East    Units  Estimated Accuracy
 AN0416;SPC TXSC     - 4,066,740.      823,490.      MT  (+/- 180 meters Scaled)
 AN0416
 AN0416                          SUPERSEDED SURVEY CONTROL
 AN0416
 AN0416  NGVD 29 (??/??/92)    4.029  (m)           13.22   (f) ADJ UNCH    2 0
 AN0416
 AN0416.Superseded values are not recommended for survey control.
 AN0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0416.See file dsdata.txt to determine how the superseded data were derived.
 AN0416
 AN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS234453(NAD 83)
 AN0416_MARKER: DB = BENCH MARK DISK
 AN0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0416_SP_SET: CULVERT
 AN0416_STAMPING: Y 580 1942
 AN0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0416
 AN0416  HISTORY     - Date     Condition        Report By
 AN0416  HISTORY     - 1942     MONUMENTED       CGS
 AN0416  HISTORY     - 1954     GOOD             LOCENG
 AN0416  HISTORY     - 19920809 GOOD             USPSQD
 AN0416  HISTORY     - 19980725 GOOD             USPSQD
 AN0416
 AN0416                          STATION DESCRIPTION
 AN0416
 AN0416'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 AN0416'0.4 MI W FROM SEADRIFT.
 AN0416'0.4 MILE WEST ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS, BROWNSVILLE
 AN0416'AND MEXICO RAILWAY STATION AT SEADRIFT, CALHOUN COUNTY, AT A
 AN0416'CROSSROADS AT A SHARP CURVE IN THE HIGHWAY, 27 FEET WEST OF THE
 AN0416'CENTERLINE OF THE HIGHWAY, 14 FEET NORTH OF THE CENTERLINE OF THE
 AN0416'CROSSROAD, AT A CONCRETE CULVERT, AND IN THE TOP OF THE WEST END OF
 AN0416'THE NORTH HEADWALL.  A STANDARD DISK, STAMPED Y 580 1942.
 AN0416
 AN0416                          STATION RECOVERY (1992)
 AN0416
 AN0416'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0416'RECOVERED IN GOOD CONDITION.
 AN0416
 AN0416                          STATION RECOVERY (1998)
 AN0416
 AN0416'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0295 ***********************************************************************
 AN0295  DESIGNATION -  Y 582
 AN0295  PID         -  AN0295
 AN0295  STATE/COUNTY-  TX/MATAGORDA
 AN0295  USGS QUAD   -  PALACIOS NE (1995)
 AN0295
 AN0295                         *CURRENT SURVEY CONTROL
 AN0295  ___________________________________________________________________
 AN0295* NAD 83(1986)-  28 44 41.     (N)    096 05 27.     (W)     SCALED    
 AN0295* NAVD 88     -         6.35   (+/-2cm)      20.8    (feet)  VERTCON   
 AN0295  ___________________________________________________________________
 AN0295  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN0295
 AN0295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0295
 AN0295.The horizontal coordinates were scaled from a topographic map and have
 AN0295.an estimated accuracy of +/- 6 seconds.
 AN0295
 AN0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0295.The vertical order pertains to the NGVD 29 superseded value.
 AN0295
 AN0295.The geoid height was determined by GEOID03.
 AN0295
 AN0295;                    North         East    Units  Estimated Accuracy
 AN0295;SPC TXSC     - 4,104,540.      884,110.      MT  (+/- 180 meters Scaled)
 AN0295
 AN0295                          SUPERSEDED SURVEY CONTROL
 AN0295
 AN0295  NGVD 29 (??/??/92)    6.406  (m)           21.02   (f) ADJ UNCH    2 0
 AN0295
 AN0295.Superseded values are not recommended for survey control.
 AN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0295.See file dsdata.txt to determine how the superseded data were derived.
 AN0295
 AN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS841831(NAD 83)
 AN0295_MARKER: DB = BENCH MARK DISK
 AN0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0295_STAMPING: Y 582 1941
 AN0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0295+STABILITY: SURFACE MOTION
 AN0295
 AN0295  HISTORY     - Date     Condition        Report By
 AN0295  HISTORY     - 1941     MONUMENTED       CGS
 AN0295
 AN0295                          STATION DESCRIPTION
 AN0295
 AN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0295'1.0 MI E FROM CITRUS GROVE.
 AN0295'1.0 MILE EAST ALONG A DIRT ROAD FROM CITRUS GROVE, MATAGORDA COUNTY,
 AN0295'0.4 MILE EAST OF A FORK IN THE ROAD, 150 FEET EAST OF A SMALL CLUMP OF
 AN0295'TREES, 32.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN A FENCE
 AN0295'CORNER, 1.5 FEET EAST OF A NORTH-AND-SOUTH FENCE, 1.5 FEET NORTH OF AN
 AN0295'EAST-AND-WEST FENCE, AND 4 FEET WEST OF A WHITE WOODEN WITNESS POST. A
 AN0295'STANDARD DISK, STAMPED Y 582 1941 AND SET IN THE TOP OF A CONCRETE
 AN0295'POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0129 ***********************************************************************
 AN0129  DESIGNATION -  Y 584
 AN0129  PID         -  AN0129
 AN0129  STATE/COUNTY-  TX/JACKSON
 AN0129  USGS QUAD   -  FRANCITAS (1995)
 AN0129
 AN0129                         *CURRENT SURVEY CONTROL
 AN0129  ___________________________________________________________________
 AN0129* NAD 83(1986)-  28 46 03.     (N)    096 20 30.     (W)     SCALED    
 AN0129* NAVD 88     -         7.37   (+/-2cm)      24.2    (feet)  VERTCON   
 AN0129  ___________________________________________________________________
 AN0129  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0129
 AN0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0129
 AN0129.The horizontal coordinates were scaled from a topographic map and have
 AN0129.an estimated accuracy of +/- 6 seconds.
 AN0129
 AN0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0129.The vertical order pertains to the NGVD 29 superseded value.
 AN0129
 AN0129.The geoid height was determined by GEOID03.
 AN0129
 AN0129;                    North         East    Units  Estimated Accuracy
 AN0129;SPC TXSC     - 4,106,480.      859,560.      MT  (+/- 180 meters Scaled)
 AN0129
 AN0129                          SUPERSEDED SURVEY CONTROL
 AN0129
 AN0129  NGVD 29 (??/??/92)    7.44   (m)           24.4    (f) COMPUTED    2 0
 AN0129
 AN0129.Superseded values are not recommended for survey control.
 AN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0129.See file dsdata.txt to determine how the superseded data were derived.
 AN0129
 AN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS595851(NAD 83)
 AN0129_MARKER: DB = BENCH MARK DISK
 AN0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0129_SP_SET: CULVERT
 AN0129_STAMPING: Y-584 1942
 AN0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0129
 AN0129  HISTORY     - Date     Condition        Report By
 AN0129  HISTORY     - 1942     MONUMENTED       CGS
 AN0129
 AN0129                          STATION DESCRIPTION
 AN0129
 AN0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0129'7.9 MI SW FROM FRANCITAS.
 AN0129'TO REACH FROM MISSOURI PACIFIC R.R. STATION AT FRANCITAS-- GO
 AN0129'SOUTHERLY 2.2 MILES ALONG OILED ROAD TO FORK IN ROAD, THENCE SOUTHERLY
 AN0129'(LEFT) 3.8 MILES ALONG SHELL SURFACED ROAD TO CROSS ROAD, THENCE
 AN0129'WESTERLY (RIGHT) 1.9 MILES TO SITE OF MARK.  BENCH MARK IS IN CENTER
 AN0129'OF NW HEAD WALL OF 4X4 FT. CONCRETE CULVERT UNDER ROAD.  0.1 MILE WEST
 AN0129'OF ROAD TO FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0130 ***********************************************************************
 AN0130  DESIGNATION -  Y 584 RESET 1954
 AN0130  PID         -  AN0130
 AN0130  STATE/COUNTY-  TX/JACKSON
 AN0130  USGS QUAD   -  FRANCITAS (1995)
 AN0130
 AN0130                         *CURRENT SURVEY CONTROL
 AN0130  ___________________________________________________________________
 AN0130* NAD 83(1986)-  28 46 03.     (N)    096 20 30.     (W)     SCALED    
 AN0130* NAVD 88     -         6.88   (+/-2cm)      22.6    (feet)  VERTCON   
 AN0130  ___________________________________________________________________
 AN0130  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0130
 AN0130  VERT ORDER  -  THIRD (See Below)
 AN0130
 AN0130.The horizontal coordinates were scaled from a topographic map and have
 AN0130.an estimated accuracy of +/- 6 seconds.
 AN0130
 AN0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0130.The vertical order pertains to the NGVD 29 superseded value.
 AN0130
 AN0130.The geoid height was determined by GEOID03.
 AN0130
 AN0130;                    North         East    Units  Estimated Accuracy
 AN0130;SPC TXSC     - 4,106,480.      859,560.      MT  (+/- 180 meters Scaled)
 AN0130
 AN0130                          SUPERSEDED SURVEY CONTROL
 AN0130
 AN0130  NGVD 29 (??/??/??)    6.95   (m)           22.8    (f) RESET       3  
 AN0130
 AN0130.Superseded values are not recommended for survey control.
 AN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0130.See file dsdata.txt to determine how the superseded data were derived.
 AN0130
 AN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS595851(NAD 83)
 AN0130_MARKER: DB = BENCH MARK DISK
 AN0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0130_STAMPING: Y 584 RESET 1954
 AN0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0130+STABILITY: SURFACE MOTION
 AN0130
 AN0130  HISTORY     - Date     Condition        Report By
 AN0130  HISTORY     - 1954     MONUMENTED       TXHD
 AN0130
 AN0130                          STATION DESCRIPTION
 AN0130
 AN0130'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0130'7.9 MI SW FROM FRANCITAS.
 AN0130'2.2 MILES SOUTHWEST ALONG A SHELL ROAD FROM THE ST. LOUIS BROWNSVILLE
 AN0130'AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY, THENCE SOUTH
 AN0130'3.8 MILES ALONG A SHELL ROAD, AND THENCE 1.9 MILES WEST ALONG
 AN0130'FARM-TO-MARKET HIGHWAY 1862.  63 FEET NORTH OF THE CENTERLINE OF THE
 AN0130'HIGHWAY, AND 40 FEET SOUTH OF A POINT DIRECTLY OPPOSITE AND 63 FEET
 AN0130'NORTHWEST OF A 7- BY 3-FOOT CONCRETE CULVERT IN THE HIGHWAY
 AN0130'CENTERLINE.  A STANDARD DISK, STAMPED Y 584 RESET 1954 AND SET IN THE
 AN0130'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0064 ***********************************************************************
 AH0064  DESIGNATION -  Y 585
 AH0064  PID         -  AH0064
 AH0064  STATE/COUNTY-  TX/NUECES
 AH0064  USGS QUAD   -  ANNAVILLE (1975)
 AH0064
 AH0064                         *CURRENT SURVEY CONTROL
 AH0064  ___________________________________________________________________
 AH0064* NAD 83(1986)-  27 47 01.     (N)    097 36 01.     (W)     SCALED    
 AH0064* NAVD 88     -        19.388  (meters)      63.61   (feet)  ADJUSTED  
 AH0064  ___________________________________________________________________
 AH0064  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0064  DYNAMIC HT  -          19.358 (meters)      63.51  (feet)  COMP
 AH0064  MODELED GRAV-     979,121.0   (mgal)                       NAVD 88
 AH0064
 AH0064  VERT ORDER  -  FIRST     CLASS I
 AH0064
 AH0064.The horizontal coordinates were scaled from a topographic map and have
 AH0064.an estimated accuracy of +/- 6 seconds.
 AH0064
 AH0064.The orthometric height was determined by differential leveling
 AH0064.and adjusted by the National Geodetic Survey in June 1991..
 AH0064.WARNING-Repeat measurements at this control monument indicate possible
 AH0064.vertical movement.
 AH0064
 AH0064.The geoid height was determined by GEOID03.
 AH0064
 AH0064.The dynamic height is computed by dividing the NAVD 88
 AH0064.geopotential number by the normal gravity value computed on the
 AH0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0064.degrees latitude (g = 980.6199 gals.).
 AH0064
 AH0064.The modeled gravity was interpolated from observed gravity values.
 AH0064
 AH0064;                    North         East    Units  Estimated Accuracy
 AH0064;SPC TX S     - 5,234,860.      388,670.      MT  (+/- 180 meters Scaled)
 AH0064
 AH0064                          SUPERSEDED SURVEY CONTROL
 AH0064
 AH0064  NGVD 29 (??/??/92)   19.430  (m)           63.75   (f) ADJ UNCH    1 1
 AH0064
 AH0064.Superseded values are not recommended for survey control.
 AH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0064.See file dsdata.txt to determine how the superseded data were derived.
 AH0064
 AH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR379740(NAD 83)
 AH0064_MARKER: DB = BENCH MARK DISK
 AH0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0064_SP_SET: CULVERT
 AH0064_STAMPING: Y 585 1942
 AH0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0064
 AH0064  HISTORY     - Date     Condition        Report By
 AH0064  HISTORY     - 1942     MONUMENTED       CGS
 AH0064  HISTORY     - 1959     GOOD             NGS
 AH0064  HISTORY     - 1968     GOOD             NGS
 AH0064  HISTORY     - 1978     GOOD             NGS
 AH0064  HISTORY     - 20010331 GOOD             NGS
 AH0064
 AH0064                          STATION DESCRIPTION
 AH0064
 AH0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0064'3.8 MI E FROM ROBSTOWN.
 AH0064'ABOUT 3.8 MILES EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE ST.
 AH0064'LOUIS, BROWNVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, 7 1/2 POLES
 AH0064'EAST OF MILEPOST 149, 3 RAILS WEST OF THE WEST END OF VIOLET SIDING,
 AH0064'IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A 30-INCH TWIN
 AH0064'PIPE CULVERT UNDER THE TRACK, 5 1/2 FEET SOUTH OF THE SOUTH RAIL, 71
 AH0064'FEET NORTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF STATE
 AH0064'HIGHWAY 44, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS. NOTE--
 AH0064'NOW THE SOUTHERN PACIFIC LINES.
 AH0064
 AH0064                          STATION RECOVERY (1968)
 AH0064
 AH0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AH0064'RECOVERED IN GOOD CONDITION.
 AH0064
 AH0064                          STATION RECOVERY (1978)
 AH0064
 AH0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0064'RECOVERED IN GOOD CONDITION.
 AH0064
 AH0064                          STATION RECOVERY (2001)
 AH0064
 AH0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0064'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0056 ***********************************************************************
 AM0056  DESIGNATION -  Y 586
 AM0056  PID         -  AM0056
 AM0056  STATE/COUNTY-  TX/BRAZORIA
 AM0056  USGS QUAD   -  JONES CREEK (1974)
 AM0056
 AM0056                         *CURRENT SURVEY CONTROL
 AM0056  ___________________________________________________________________
 AM0056* NAD 83(1986)-  28 57 32.     (N)    095 22 41.     (W)     SCALED    
 AM0056* NAVD 88     -         4.47   (+/-2cm)      14.7    (feet)  VERTCON   
 AM0056  ___________________________________________________________________
 AM0056  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AM0056
 AM0056  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0056
 AM0056.The horizontal coordinates were scaled from a topographic map and have
 AM0056.an estimated accuracy of +/- 6 seconds.
 AM0056
 AM0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0056.The vertical order pertains to the NGVD 29 superseded value.
 AM0056
 AM0056.The geoid height was determined by GEOID03.
 AM0056
 AM0056;                    North         East    Units  Estimated Accuracy
 AM0056;SPC TXSC     - 4,130,210.      952,960.      MT  (+/- 180 meters Scaled)
 AM0056
 AM0056                          SUPERSEDED SURVEY CONTROL
 AM0056
 AM0056  NGVD 29 (??/??/92)    4.489  (m)           14.73   (f) ADJ UNCH    1 1
 AM0056
 AM0056.Superseded values are not recommended for survey control.
 AM0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0056.See file dsdata.txt to determine how the superseded data were derived.
 AM0056
 AM0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN682057(NAD 83)
 AM0056_MARKER: DB = BENCH MARK DISK
 AM0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0056_SP_SET: ABUTMENT
 AM0056_STAMPING: Y 586 1942
 AM0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0056
 AM0056  HISTORY     - Date     Condition        Report By
 AM0056  HISTORY     - 1942     MONUMENTED       CGS
 AM0056  HISTORY     - 1950     GOOD             NGS
 AM0056  HISTORY     - 1977     GOOD             NGS
 AM0056  HISTORY     - 1978     GOOD             NGS
 AM0056  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0056
 AM0056                          STATION DESCRIPTION
 AM0056
 AM0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AM0056'2.0 MI NW FROM FREEPORT.
 AM0056'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE CITY WATER TANK AT
 AM0056'FREEPORT, AT THE WEST END OF A DRAWBRIDGE OVER BRAZOS RIVER, IN THE
 AM0056'TOP OF THE SOUTH END OF THE WEST ABUTMENT, 2.5 FEET SOUTHWEST OF THE
 AM0056'WEST END OF THE STEEL GIRDER, 18.5 FEET SOUTH OF THE CENTERLINE OF THE
 AM0056'HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD
 AM0056'DISK, STAMPED Y 586 1942.
 AM0056
 AM0056                          STATION RECOVERY (1977)
 AM0056
 AM0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0056'RECOVERED IN GOOD CONDITION.
 AM0056
 AM0056                          STATION RECOVERY (1978)
 AM0056
 AM0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0056'RECOVERED IN GOOD CONDITION.
 AM0056
 AM0056                          STATION RECOVERY (1994)
 AM0056
 AM0056'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0311 ***********************************************************************
 AH0311  DESIGNATION -  Y 587
 AH0311  PID         -  AH0311
 AH0311  STATE/COUNTY-  TX/SAN PATRICIO
 AH0311  USGS QUAD   -  TAFT (1975)
 AH0311
 AH0311                         *CURRENT SURVEY CONTROL
 AH0311  ___________________________________________________________________
 AH0311* NAD 83(1986)-  27 53 15.     (N)    097 27 26.     (W)     SCALED    
 AH0311* NAVD 88     -         7.42   (+/-2cm)      24.3    (feet)  VERTCON   
 AH0311  ___________________________________________________________________
 AH0311  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AH0311
 AH0311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0311
 AH0311.The horizontal coordinates were scaled from a topographic map and have
 AH0311.an estimated accuracy of +/- 6 seconds.
 AH0311
 AH0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0311.The vertical order pertains to the NGVD 29 superseded value.
 AH0311
 AH0311.The geoid height was determined by GEOID03.
 AH0311
 AH0311;                    North         East    Units  Estimated Accuracy
 AH0311;SPC TX S     - 5,246,480.      402,680.      MT  (+/- 180 meters Scaled)
 AH0311
 AH0311                          SUPERSEDED SURVEY CONTROL
 AH0311
 AH0311  NGVD 29 (??/??/92)    7.610  (m)           24.97   (f) ADJ UNCH    2 0
 AH0311
 AH0311.Superseded values are not recommended for survey control.
 AH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0311.See file dsdata.txt to determine how the superseded data were derived.
 AH0311
 AH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR518856(NAD 83)
 AH0311_MARKER: DB = BENCH MARK DISK
 AH0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0311_STAMPING: Y 587 1942
 AH0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0311+STABILITY: SURFACE MOTION
 AH0311
 AH0311  HISTORY     - Date     Condition        Report By
 AH0311  HISTORY     - 1942     MONUMENTED       CGS
 AH0311  HISTORY     - 1949     GOOD             NGS
 AH0311  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0311
 AH0311                          STATION DESCRIPTION
 AH0311
 AH0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0311'9.0 MI W FROM PORTLAND.
 AH0311'TO REACH FROM THE POST OFFICE AT PORTLAND-- PROCEED 9.0 MILES WESTERLY
 AH0311'ALONG COUNTY ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AH0311'0.3 MILE SOUTH OF INTERSECTION OF ROAD LEADING NORTHERLY, ABOUT 0.2
 AH0311'MILE NORTHEAST OF A CATTLE GUARD AND ABOUT 140.0 FEET EAST OF OIL
 AH0311'WELL.  IT IS ON THE OUTSIDE OF A CURVE AT THE SUMMIT OF HILL, ABOUT
 AH0311'134.0 FEET NORTHEAST OF INTERSECTION OF SEVERAL ROADS LEADING TO OIL
 AH0311'WELLS AND BAY, 81.0 FEET WEST OF THE EDGE DEEP DRAINAGE DITCH, 36.0
 AH0311'FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AH0311'THE ROAD, 15.0 FEET NORTHEAST OF EDGE OF MESQUITE BRUSH AND 3.0 FEET
 AH0311'WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.8
 AH0311'FOOT.
 AH0311
 AH0311                          STATION RECOVERY (1949)
 AH0311
 AH0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0311'RECOVERED IN GOOD CONDITION.
 AH0311
 AH0311                          STATION RECOVERY (1996)
 AH0311
 AH0311'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0322 ***********************************************************************
 AH0322  DESIGNATION -  Y 589
 AH0322  PID         -  AH0322
 AH0322  STATE/COUNTY-  TX/NUECES
 AH0322  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0322
 AH0322                         *CURRENT SURVEY CONTROL
 AH0322  ___________________________________________________________________
 AH0322* NAD 83(1986)-  27 48 34.     (N)    097 25 05.     (W)     SCALED    
 AH0322* NAVD 88     -         1.72   (+/-2cm)       5.6    (feet)  VERTCON   
 AH0322  ___________________________________________________________________
 AH0322  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0322
 AH0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0322
 AH0322.The horizontal coordinates were scaled from a topographic map and have
 AH0322.an estimated accuracy of +/- 6 seconds.
 AH0322
 AH0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0322.The vertical order pertains to the NGVD 29 superseded value.
 AH0322
 AH0322.The geoid height was determined by GEOID03.
 AH0322
 AH0322;                    North         East    Units  Estimated Accuracy
 AH0322;SPC TX S     - 5,237,870.      406,610.      MT  (+/- 180 meters Scaled)
 AH0322
 AH0322                          SUPERSEDED SURVEY CONTROL
 AH0322
 AH0322  NGVD 29 (??/??/92)    1.915  (m)            6.28   (f) ADJ UNCH    2 0
 AH0322
 AH0322.Superseded values are not recommended for survey control.
 AH0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0322.See file dsdata.txt to determine how the superseded data were derived.
 AH0322
 AH0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR558770(NAD 83)
 AH0322_MARKER: DB = BENCH MARK DISK
 AH0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0322_STAMPING: Y 589 1942
 AH0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0322+STABILITY: SURFACE MOTION
 AH0322
 AH0322  HISTORY     - Date     Condition        Report By
 AH0322  HISTORY     - 1942     MONUMENTED       CGS
 AH0322  HISTORY     - 1949     GOOD             NGS
 AH0322
 AH0322                          STATION DESCRIPTION
 AH0322
 AH0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0322'1.4 MI W FROM CORPUS CHRISTI.
 AH0322'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT CORPUS
 AH0322'CHRISTI-- PROCEED 1.4 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AH0322'RAILROAD BRANCH LINE (S.A.U. AND G.) TO THE SITE OF THE BENCH MARK.
 AH0322'BENCH MARK IS ABOUT 80.0 FEET SOUTH OF THE THIRD POLE EAST OF MILE
 AH0322'POLE NO. 148, 26.2 FEET SOUTH OF CORNER OF A WOVEN WIRE FENCE, 77.6
 AH0322'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AH0322'MAIN TRACKS.  IT IS 6.0 FEET NORTHEAST OF A POWER LINE POLE AND 3.0
 AH0322'FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AH0322'0.5 FOOT.
 AH0322
 AH0322                          STATION RECOVERY (1949)
 AH0322
 AH0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0980 ***********************************************************************
 AH0980  DESIGNATION -  Y 590
 AH0980  PID         -  AH0980
 AH0980  STATE/COUNTY-  TX/NUECES
 AH0980  USGS QUAD   -  KINGSVILLE NW (1979)
 AH0980
 AH0980                         *CURRENT SURVEY CONTROL
 AH0980  ___________________________________________________________________
 AH0980* NAD 83(1986)-  27 42 39.     (N)    097 54 32.     (W)     SCALED    
 AH0980* NAVD 88     -        35.648  (meters)     116.96   (feet)  ADJUSTED  
 AH0980  ___________________________________________________________________
 AH0980  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AH0980  DYNAMIC HT  -          35.592 (meters)     116.77  (feet)  COMP
 AH0980  MODELED GRAV-     979,101.7   (mgal)                       NAVD 88
 AH0980
 AH0980  VERT ORDER  -  SECOND    CLASS 0
 AH0980
 AH0980.The horizontal coordinates were scaled from a topographic map and have
 AH0980.an estimated accuracy of +/- 6 seconds.
 AH0980
 AH0980.The orthometric height was determined by differential leveling
 AH0980.and adjusted by the National Geodetic Survey in June 1991..
 AH0980
 AH0980.The geoid height was determined by GEOID03.
 AH0980
 AH0980.The dynamic height is computed by dividing the NAVD 88
 AH0980.geopotential number by the normal gravity value computed on the
 AH0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0980.degrees latitude (g = 980.6199 gals.).
 AH0980
 AH0980.The modeled gravity was interpolated from observed gravity values.
 AH0980
 AH0980;                    North         East    Units  Estimated Accuracy
 AH0980;SPC TX S     - 5,226,620.      358,300.      MT  (+/- 180 meters Scaled)
 AH0980
 AH0980                          SUPERSEDED SURVEY CONTROL
 AH0980
 AH0980  NGVD 29 (??/??/92)   35.754  (m)          117.30   (f) ADJ UNCH    2 0
 AH0980
 AH0980.Superseded values are not recommended for survey control.
 AH0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0980.See file dsdata.txt to determine how the superseded data were derived.
 AH0980
 AH0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR075656(NAD 83)
 AH0980_MARKER: DB = BENCH MARK DISK
 AH0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0980_STAMPING: Y 590 1942
 AH0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0980+STABILITY: SURFACE MOTION
 AH0980
 AH0980  HISTORY     - Date     Condition        Report By
 AH0980  HISTORY     - 1942     MONUMENTED       CGS
 AH0980  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0980  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0980
 AH0980                          STATION DESCRIPTION
 AH0980
 AH0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0980'5.0 MI S FROM AGUA DULCE.
 AH0980'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT AGUA DULCE.
 AH0980'PROCEED 5.0 MILES SOUTHERLY ALONG OILED ROAD TO THE SITE OF THE BENCH
 AH0980'MARK.  BENCH MARK IS IN THE NORTHWEST CORNER OF A PASTURE, ABOUT 0.14
 AH0980'MILE NORTHWEST OF AN OIL DERRICK AND 36.0 FEET NORTH OF AND IN LINE
 AH0980'WITH TELEPHONE POLE.  IT IS 39.5 FEET EAST OF AND ABOUT THE SAME
 AH0980'ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTH OF A 4X4-INCH
 AH0980'WOODEN MARKER POST AND 1.0 FOOT WEST OF FENCE.  THE MONUMENT PROJECTS
 AH0980'0.4 FOOT.
 AH0980
 AH0980                          STATION RECOVERY (1975)
 AH0980
 AH0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0980'MARK NOT FOUND.
 AH0980
 AH0980                          STATION RECOVERY (2001)
 AH0980
 AH0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0980'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0424 ***********************************************************************
 AN0424  DESIGNATION -  Y 591
 AN0424  PID         -  AN0424
 AN0424  STATE/COUNTY-  TX/CALHOUN
 AN0424  USGS QUAD   -  SEADRIFT (1973)
 AN0424
 AN0424                         *CURRENT SURVEY CONTROL
 AN0424  ___________________________________________________________________
 AN0424* NAD 83(1986)-  28 24 59.     (N)    096 38 58.     (W)     SCALED    
 AN0424* NAVD 88     -         4.33   (+/-2cm)      14.2    (feet)  VERTCON   
 AN0424  ___________________________________________________________________
 AN0424  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN0424
 AN0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0424
 AN0424.The horizontal coordinates were scaled from a topographic map and have
 AN0424.an estimated accuracy of +/- 6 seconds.
 AN0424
 AN0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0424.The vertical order pertains to the NGVD 29 superseded value.
 AN0424
 AN0424.The geoid height was determined by GEOID03.
 AN0424
 AN0424;                    North         East    Units  Estimated Accuracy
 AN0424;SPC TXSC     - 4,066,940.      830,290.      MT  (+/- 180 meters Scaled)
 AN0424
 AN0424                          SUPERSEDED SURVEY CONTROL
 AN0424
 AN0424  NGVD 29 (??/??/92)    4.445  (m)           14.58   (f) ADJ UNCH    2 0
 AN0424
 AN0424.Superseded values are not recommended for survey control.
 AN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0424.See file dsdata.txt to determine how the superseded data were derived.
 AN0424
 AN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS302455(NAD 83)
 AN0424_MARKER: DB = BENCH MARK DISK
 AN0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0424_STAMPING: Y 591 1942
 AN0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0424+STABILITY: SURFACE MOTION
 AN0424
 AN0424  HISTORY     - Date     Condition        Report By
 AN0424  HISTORY     - 1942     MONUMENTED       CGS
 AN0424  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0424
 AN0424                          STATION DESCRIPTION
 AN0424
 AN0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0424'3.8 MI E FROM SEADRIFT.
 AN0424'3.8 MILES EAST ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS, BROWNSVILLE
 AN0424'AND MEXICO RAILWAY STATION AT SEADRIFT, CALHOUN COUNTY, 0.3 MILE EAST
 AN0424'OF A SMALL WOODEN BRIDGE, 40 FEET NORTHWEST OF A CLUMP OF LIVE OAK
 AN0424'BUSHES, 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF
 AN0424'A WHITE WOODEN WITNESS POST, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 AN0424'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Y 591 1942 AND
 AN0424'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0424
 AN0424                          STATION RECOVERY (1998)
 AN0424
 AN0424'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0347 ***********************************************************************
 AN0347  DESIGNATION -  Y 593
 AN0347  PID         -  AN0347
 AN0347  STATE/COUNTY-  TX/REFUGIO
 AN0347  USGS QUAD   -  TIVOLI (1973)
 AN0347
 AN0347                         *CURRENT SURVEY CONTROL
 AN0347  ___________________________________________________________________
 AN0347* NAD 83(1986)-  28 26 52.     (N)    096 53 19.     (W)     SCALED    
 AN0347* NAVD 88     -        10.74   (+/-2cm)      35.2    (feet)  VERTCON   
 AN0347  ___________________________________________________________________
 AN0347  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0347
 AN0347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0347
 AN0347.The horizontal coordinates were scaled from a topographic map and have
 AN0347.an estimated accuracy of +/- 6 seconds.
 AN0347
 AN0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0347.The vertical order pertains to the NGVD 29 superseded value.
 AN0347
 AN0347.The geoid height was determined by GEOID03.
 AN0347
 AN0347;                    North         East    Units  Estimated Accuracy
 AN0347;SPC TXSC     - 4,069,970.      806,800.      MT  (+/- 180 meters Scaled)
 AN0347
 AN0347                          SUPERSEDED SURVEY CONTROL
 AN0347
 AN0347  NGVD 29 (??/??/92)   10.864  (m)           35.64   (f) ADJ UNCH    2 0
 AN0347
 AN0347.Superseded values are not recommended for survey control.
 AN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0347.See file dsdata.txt to determine how the superseded data were derived.
 AN0347
 AN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS067486(NAD 83)
 AN0347_MARKER: DB = BENCH MARK DISK
 AN0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0347_SP_SET: CULVERT
 AN0347_STAMPING: Y 593 1942
 AN0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0347
 AN0347  HISTORY     - Date     Condition        Report By
 AN0347  HISTORY     - 1942     MONUMENTED       CGS
 AN0347  HISTORY     - 1952     GOOD             NGS
 AN0347  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0347  HISTORY     - 19940716 GOOD             USPSQD
 AN0347  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0347  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 AN0347
 AN0347                          STATION DESCRIPTION
 AN0347
 AN0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0347'0.6 MI S FROM TIVOLI.
 AN0347'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 35 AND 113 AT
 AN0347'TIVOLI-- PROCEED SOUTH 0.6 MILE ON STATE HIGHWAY NO. 35 TO A CROSSROAD
 AN0347'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF
 AN0347'THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER HIGHWAY
 AN0347'NO. 35.  IT IS 53.0 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD
 AN0347'AND 16.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AN0347'OF THE HIGHWAY.
 AN0347
 AN0347                          STATION RECOVERY (1952)
 AN0347
 AN0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AN0347'RECOVERED IN GOOD CONDITION.
 AN0347
 AN0347                          STATION RECOVERY (1990)
 AN0347
 AN0347'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0347'MARK NOT FOUND.
 AN0347
 AN0347                          STATION RECOVERY (1994)
 AN0347
 AN0347'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0347'RECOVERED IN GOOD CONDITION.
 AN0347
 AN0347                          STATION RECOVERY (1999)
 AN0347
 AN0347'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0347'MARK NOT FOUND.
 AN0347
 AN0347                          STATION RECOVERY (2005)
 AN0347
 AN0347'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0348 ***********************************************************************
 AN0348  DESIGNATION -  Y 593 RESET 1955
 AN0348  PID         -  AN0348
 AN0348  STATE/COUNTY-  TX/REFUGIO
 AN0348  USGS QUAD   -  TIVOLI (1973)
 AN0348
 AN0348                         *CURRENT SURVEY CONTROL
 AN0348  ___________________________________________________________________
 AN0348* NAD 83(1986)-  28 26 51.     (N)    096 53 19.     (W)     SCALED    
 AN0348* NAVD 88     -        10.57   (+/-2cm)      34.7    (feet)  VERTCON   
 AN0348  ___________________________________________________________________
 AN0348  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0348
 AN0348  VERT ORDER  -  THIRD (See Below)
 AN0348
 AN0348.The horizontal coordinates were scaled from a topographic map and have
 AN0348.an estimated accuracy of +/- 6 seconds.
 AN0348
 AN0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0348.The vertical order pertains to the NGVD 29 superseded value.
 AN0348
 AN0348.The geoid height was determined by GEOID03.
 AN0348
 AN0348;                    North         East    Units  Estimated Accuracy
 AN0348;SPC TXSC     - 4,069,940.      806,800.      MT  (+/- 180 meters Scaled)
 AN0348
 AN0348                          SUPERSEDED SURVEY CONTROL
 AN0348
 AN0348  NGVD 29 (01/29/03)   10.70   (m)           35.1    (f) RESET       3  
 AN0348
 AN0348.Superseded values are not recommended for survey control.
 AN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0348.See file dsdata.txt to determine how the superseded data were derived.
 AN0348
 AN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS067485(NAD 83)
 AN0348_MARKER: DD = SURVEY DISK
 AN0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0348_SP_SET: CULVERT
 AN0348_STAMPING: Y 593 RESET 1955
 AN0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0348+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AN0348
 AN0348  HISTORY     - Date     Condition        Report By
 AN0348  HISTORY     - 1955     MONUMENTED       TXHD
 AN0348  HISTORY     - 1988     POOR             USPSQD
 AN0348  HISTORY     - 1988     POOR             USPSQD
 AN0348  HISTORY     - 1989     POOR             USPSQD
 AN0348  HISTORY     - 1990     POOR             USPSQD
 AN0348  HISTORY     - 1990     POOR             USPSQD
 AN0348  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0348  HISTORY     - 20050428 GOOD             USPSQD
 AN0348
 AN0348                          STATION DESCRIPTION
 AN0348
 AN0348'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0348'0.6 MI S FROM TIVOLI.
 AN0348'0.6 MILE SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0348'HIGHWAY 113 AT TIVOLI, AT A ROAD INTERSECTION.  53 FEET NORTH OF THE
 AN0348'CENTERLINE OF THE EAST-WEST ROAD, 22 FEET EAST OF THE CENTERLINE OF
 AN0348'THE HIGHWAY, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF
 AN0348'THE NORTH END OF THE EAST HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 AN0348
 AN0348                          STATION RECOVERY (1988)
 AN0348
 AN0348'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0348'MARK RECOVERED IN POOR CONDITION.
 AN0348
 AN0348                          STATION RECOVERY (1988)
 AN0348
 AN0348'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0348'MARK RECOVERED IN POOR CONDITION.
 AN0348
 AN0348                          STATION RECOVERY (1989)
 AN0348
 AN0348'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0348'MARK RECOVERED IN POOR CONDITION.
 AN0348
 AN0348                          STATION RECOVERY (1990)
 AN0348
 AN0348'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0348'MARK RECOVERED IN POOR CONDITION.
 AN0348
 AN0348                          STATION RECOVERY (1990)
 AN0348
 AN0348'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0348'MARK RECOVERED IN POOR CONDITION.
 AN0348
 AN0348                          STATION RECOVERY (1999)
 AN0348
 AN0348'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0348'MARK NOT FOUND.
 AN0348
 AN0348                          STATION RECOVERY (2005)
 AN0348
 AN0348'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN0348'CORRECTED DESCRIPTION. 45FT NORTH OF THE CENTERLINE OF THE EAST-WEST
 AN0348'ROAD NAMED BARBER ROAD, 22FT WEST OF THE CENTERLINE OF THE HIGHWAY, AT
 AN0348'A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE SOUTH END OF
 AN0348'THE WEST HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0450 ***********************************************************************
 AN0450  DESIGNATION -  Y 594 RESET 1971
 AN0450  PID         -  AN0450
 AN0450  STATE/COUNTY-  TX/REFUGIO
 AN0450  USGS QUAD   -  TIVOLI (1973)
 AN0450
 AN0450                         *CURRENT SURVEY CONTROL
 AN0450  ___________________________________________________________________
 AN0450* NAD 83(1986)-  28 28 17.     (N)    096 56 36.     (W)     SCALED    
 AN0450* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 AN0450  ___________________________________________________________________
 AN0450  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0450
 AN0450  VERT ORDER  -  THIRD (See Below)
 AN0450
 AN0450.The horizontal coordinates were scaled from a topographic map and have
 AN0450.an estimated accuracy of +/- 6 seconds.
 AN0450
 AN0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0450.The vertical order pertains to the NGVD 29 superseded value.
 AN0450
 AN0450.The geoid height was determined by GEOID03.
 AN0450
 AN0450;                    North         East    Units  Estimated Accuracy
 AN0450;SPC TXSC     - 4,072,490.      801,400.      MT  (+/- 180 meters Scaled)
 AN0450
 AN0450                          SUPERSEDED SURVEY CONTROL
 AN0450
 AN0450  NGVD 29 (01/29/03)   14.52   (m)           47.6    (f) RESET       3  
 AN0450
 AN0450.Superseded values are not recommended for survey control.
 AN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0450.See file dsdata.txt to determine how the superseded data were derived.
 AN0450
 AN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS013511(NAD 83)
 AN0450_MARKER: DD = SURVEY DISK
 AN0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0450_SP_SET: CULVERT
 AN0450_STAMPING: Y 594 RESET 1971
 AN0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0450
 AN0450  HISTORY     - Date     Condition        Report By
 AN0450  HISTORY     - 1971     MONUMENTED       TXHD
 AN0450  HISTORY     - 1972     GOOD             TXHD
 AN0450  HISTORY     - 1988     GOOD             USPSQD
 AN0450  HISTORY     - 19990726 GOOD             USPSQD
 AN0450
 AN0450                          STATION DESCRIPTION
 AN0450
 AN0450'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AN0450'3.6 MI NW FROM TIVOLI.
 AN0450'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 113 FROM THE INTERSECTION OF
 AN0450'STATE HIGHWAY 35 AT TIVOLI, SET IN THE TOP OF THE NORTHWEST END OF THE
 AN0450'NORTHEAST HEADWALL OF A LARGE CONCRETE BOX CULVERT, 28 FEET NORTHEAST
 AN0450'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN THE
 AN0450'HIGHWAY.
 AN0450
 AN0450                          STATION RECOVERY (1988)
 AN0450
 AN0450'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0450'RECOVERED IN GOOD CONDITION.
 AN0450
 AN0450                          STATION RECOVERY (1999)
 AN0450
 AN0450'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0386 ***********************************************************************
 AN0386  DESIGNATION -  Y 595
 AN0386  PID         -  AN0386
 AN0386  STATE/COUNTY-  TX/ARANSAS
 AN0386  USGS QUAD   -  ST CHARLES BAY (1973)
 AN0386
 AN0386                         *CURRENT SURVEY CONTROL
 AN0386  ___________________________________________________________________
 AN0386* NAD 83(1986)-  28 11 17.     (N)    096 59 37.     (W)     SCALED    
 AN0386* NAVD 88     -         1.77   (+/-2cm)       5.8    (feet)  VERTCON   
 AN0386  ___________________________________________________________________
 AN0386  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN0386
 AN0386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0386
 AN0386.The horizontal coordinates were scaled from a topographic map and have
 AN0386.an estimated accuracy of +/- 6 seconds.
 AN0386
 AN0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0386.The vertical order pertains to the NGVD 29 superseded value.
 AN0386
 AN0386.The geoid height was determined by GEOID03.
 AN0386
 AN0386;                    North         East    Units  Estimated Accuracy
 AN0386;SPC TXSC     - 4,041,010.      797,010.      MT  (+/- 180 meters Scaled)
 AN0386
 AN0386                          SUPERSEDED SURVEY CONTROL
 AN0386
 AN0386  NGVD 29 (??/??/92)    1.903  (m)            6.24   (f) ADJ UNCH    2 0
 AN0386
 AN0386.Superseded values are not recommended for survey control.
 AN0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0386.See file dsdata.txt to determine how the superseded data were derived.
 AN0386
 AN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS969196(NAD 83)
 AN0386_MARKER: DB = BENCH MARK DISK
 AN0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0386_SP_SET: CULVERT
 AN0386_STAMPING: Y 595 1942
 AN0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0386
 AN0386  HISTORY     - Date     Condition        Report By
 AN0386  HISTORY     - 1942     MONUMENTED       CGS
 AN0386  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0386
 AN0386                          STATION DESCRIPTION
 AN0386
 AN0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0386'12.0 MI N FROM ROCKPORT.
 AN0386'TO REACH FROM THE CITY WATER TOWER AT ROCKPORT-- PROCEED NORTH 12.0
 AN0386'MILES ON STATE HIGHWAY NO. 35 TO A CONCRETE CULVERT AND SITE OF BENCH
 AN0386'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF THE WEST
 AN0386'HEADWALL OF A 4 X 10 FOOT CONCRETE BOX CULVERT, ABOUT 0.1 MILE NORTH
 AN0386'OF A GATE IN RIGHT-OF-WAY FENCE ON EITHER SIDE OF THE HIGHWAY.  IT IS
 AN0386'16.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AN0386'HIGHWAY.
 AN0386
 AN0386                          STATION RECOVERY (1990)
 AN0386
 AN0386'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0387 ***********************************************************************
 AN0387  DESIGNATION -  Y 595 RESET 1955
 AN0387  PID         -  AN0387
 AN0387  STATE/COUNTY-  TX/ARANSAS
 AN0387  USGS QUAD   -  ST CHARLES BAY (1973)
 AN0387
 AN0387                         *CURRENT SURVEY CONTROL
 AN0387  ___________________________________________________________________
 AN0387* NAD 83(1986)-  28 11 17.     (N)    096 59 36.     (W)     SCALED    
 AN0387* NAVD 88     -         1.74   (+/-2cm)       5.7    (feet)  VERTCON   
 AN0387  ___________________________________________________________________
 AN0387  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN0387
 AN0387  VERT ORDER  -  THIRD (See Below)
 AN0387
 AN0387.The horizontal coordinates were scaled from a topographic map and have
 AN0387.an estimated accuracy of +/- 6 seconds.
 AN0387
 AN0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0387.The vertical order pertains to the NGVD 29 superseded value.
 AN0387
 AN0387.The geoid height was determined by GEOID03.
 AN0387
 AN0387;                    North         East    Units  Estimated Accuracy
 AN0387;SPC TXSC     - 4,041,010.      797,040.      MT  (+/- 180 meters Scaled)
 AN0387
 AN0387                          SUPERSEDED SURVEY CONTROL
 AN0387
 AN0387  NGVD 29 (01/29/03)    1.87   (m)            6.1    (f) RESET       3  
 AN0387
 AN0387.Superseded values are not recommended for survey control.
 AN0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0387.See file dsdata.txt to determine how the superseded data were derived.
 AN0387
 AN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS969196(NAD 83)
 AN0387_MARKER: DD = SURVEY DISK
 AN0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0387_SP_SET: CULVERT
 AN0387_STAMPING: Y 595 RESET 1955
 AN0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0387
 AN0387  HISTORY     - Date     Condition        Report By
 AN0387  HISTORY     - 1955     MONUMENTED       TXHD
 AN0387  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0387  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN0387
 AN0387                          STATION DESCRIPTION
 AN0387
 AN0387'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0387'12 MI N FROM ROCKPORT.
 AN0387'12 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN0387'ROCKPORT, 0.1 MILE NORTH OF GATES IN THE RIGHT-OF-WAY FENCES ON BOTH
 AN0387'SIDES OF THE HIGHWAY.  AT A 4 BY 10-FOOT CONCRETE BOX CULVERT, IN THE
 AN0387'TOP OF THE SOUTH END OF THE WEST HEADWALL, 22 FEET WEST OF THE
 AN0387'CENTERLINE OF THE HIGHWAY AND ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY.
 AN0387
 AN0387                          STATION RECOVERY (1990)
 AN0387
 AN0387'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0387'MARK NOT FOUND.
 AN0387
 AN0387                          STATION RECOVERY (1991)
 AN0387
 AN0387'RECOVERY NOTE BY US POWER SQUADRON 1991 (WS)
 AN0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0085 ***********************************************************************
 AN0085  DESIGNATION -  Y 596
 AN0085  PID         -  AN0085
 AN0085  STATE/COUNTY-  TX/JACKSON
 AN0085  USGS QUAD   -  LA WARD (1995)
 AN0085
 AN0085                         *CURRENT SURVEY CONTROL
 AN0085  ___________________________________________________________________
 AN0085* NAD 83(1986)-  28 49 06.     (N)    096 27 47.     (W)     SCALED    
 AN0085* NAVD 88     -        11.32   (+/-2cm)      37.1    (feet)  VERTCON   
 AN0085  ___________________________________________________________________
 AN0085  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN0085
 AN0085  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0085
 AN0085.The horizontal coordinates were scaled from a topographic map and have
 AN0085.an estimated accuracy of +/- 6 seconds.
 AN0085
 AN0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0085.The vertical order pertains to the NGVD 29 superseded value.
 AN0085
 AN0085.The geoid height was determined by GEOID03.
 AN0085
 AN0085;                    North         East    Units  Estimated Accuracy
 AN0085;SPC TXSC     - 4,111,850.      847,590.      MT  (+/- 180 meters Scaled)
 AN0085
 AN0085                          SUPERSEDED SURVEY CONTROL
 AN0085
 AN0085  NGVD 29 (??/??/92)   11.400  (m)           37.40   (f) ADJ UNCH    1 1
 AN0085
 AN0085.Superseded values are not recommended for survey control.
 AN0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0085.See file dsdata.txt to determine how the superseded data were derived.
 AN0085
 AN0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS475905(NAD 83)
 AN0085_MARKER: DB = BENCH MARK DISK
 AN0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0085_SP_SET: CULVERT
 AN0085_STAMPING: Y 596 1942
 AN0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0085
 AN0085  HISTORY     - Date     Condition        Report By
 AN0085  HISTORY     - 1942     MONUMENTED       CGS
 AN0085  HISTORY     - 1972     GOOD             NGS
 AN0085  HISTORY     - 1978     GOOD             NGS
 AN0085
 AN0085                          STATION DESCRIPTION
 AN0085
 AN0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0085'1.75 MI S FROM LA WARD.
 AN0085'ABOUT 1.75 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE CROSSING OF
 AN0085'THE MISSOURI PACIFIC RAILROAD AT LA WARD, AT THE EAST SIDE OF A POND,
 AN0085'17 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AN0085'SOUTH END OF THE WEST CONCRETE HEADWALL OF A 4- X 6-FOOT 2-CHANNEL BOX
 AN0085'CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AN0085
 AN0085                          STATION RECOVERY (1978)
 AN0085
 AN0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0760 ***********************************************************************
 AN0760  DESIGNATION -  Y 597 RESET 1946
 AN0760  PID         -  AN0760
 AN0760  STATE/COUNTY-  TX/CALHOUN
 AN0760  USGS QUAD   -  KAMEY (1995)
 AN0760
 AN0760                         *CURRENT SURVEY CONTROL
 AN0760  ___________________________________________________________________
 AN0760* NAD 83(1986)-  28 39 25.     (N)    096 39 42.     (W)     SCALED    
 AN0760* NAVD 88     -         7.02   (+/-2cm)      23.0    (feet)  VERTCON   
 AN0760  ___________________________________________________________________
 AN0760  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN0760
 AN0760  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0760
 AN0760.The horizontal coordinates were scaled from a topographic map and have
 AN0760.an estimated accuracy of +/- 6 seconds.
 AN0760
 AN0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0760.The vertical order pertains to the NGVD 29 superseded value.
 AN0760
 AN0760.The geoid height was determined by GEOID03.
 AN0760
 AN0760;                    North         East    Units  Estimated Accuracy
 AN0760;SPC TXSC     - 4,093,570.      828,560.      MT  (+/- 180 meters Scaled)
 AN0760
 AN0760                          SUPERSEDED SURVEY CONTROL
 AN0760
 AN0760  NGVD 29 (??/??/92)    7.142  (m)           23.43   (f) ADJ UNCH    1 2
 AN0760
 AN0760.Superseded values are not recommended for survey control.
 AN0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0760.See file dsdata.txt to determine how the superseded data were derived.
 AN0760
 AN0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS285722(NAD 83)
 AN0760_MARKER: DB = BENCH MARK DISK
 AN0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0760_STAMPING: Y 597 RESET 1946
 AN0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0760+STABILITY: SURFACE MOTION
 AN0760
 AN0760  HISTORY     - Date     Condition        Report By
 AN0760  HISTORY     - 1946     MONUMENTED       CGS
 AN0760  HISTORY     - 1950     GOOD             NGS
 AN0760  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0760
 AN0760                          STATION DESCRIPTION
 AN0760
 AN0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0760'3.7 MI NW FROM PORT LAVACA.
 AN0760'3.7 MILES NORTHWEST ALONG FARM ROAD 234 FROM THE TEXAS AND NEW ORLEANS
 AN0760'RAILROAD STATION AT PORT LAVACA, 85.5 FEET NORTH OF THE NORTH CORNER
 AN0760'OF A WOODEN BRIDGE OVER A DRAINAGE DITCH, 41 FEET NORTHEAST OF THE
 AN0760'CENTER LINE OF THE ROAD, 46 FEET NORTHWEST OF A SMALL GRASS COVERED
 AN0760'KNOLL, 3.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AN0760'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AN0760
 AN0760                          STATION RECOVERY (1998)
 AN0760
 AN0760'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0196 ***********************************************************************
 AJ0196  DESIGNATION -  Y 598
 AJ0196  PID         -  AJ0196
 AJ0196  STATE/COUNTY-  TX/DUVAL
 AJ0196  USGS QUAD   -  SAN JOSE (1968)
 AJ0196
 AJ0196                         *CURRENT SURVEY CONTROL
 AJ0196  ___________________________________________________________________
 AJ0196* NAD 83(1986)-  27 35 35.     (N)    098 16 07.     (W)     SCALED    
 AJ0196* NAVD 88     -        97.757  (meters)     320.72   (feet)  ADJUSTED  
 AJ0196  ___________________________________________________________________
 AJ0196  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AJ0196  DYNAMIC HT  -          97.604 (meters)     320.22  (feet)  COMP
 AJ0196  MODELED GRAV-     979,081.8   (mgal)                       NAVD 88
 AJ0196
 AJ0196  VERT ORDER  -  SECOND    CLASS 0
 AJ0196
 AJ0196.The horizontal coordinates were scaled from a topographic map and have
 AJ0196.an estimated accuracy of +/- 6 seconds.
 AJ0196
 AJ0196.The orthometric height was determined by differential leveling
 AJ0196.and adjusted by the National Geodetic Survey in June 1991..
 AJ0196
 AJ0196.The geoid height was determined by GEOID03.
 AJ0196
 AJ0196.The dynamic height is computed by dividing the NAVD 88
 AJ0196.geopotential number by the normal gravity value computed on the
 AJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0196.degrees latitude (g = 980.6199 gals.).
 AJ0196
 AJ0196.The modeled gravity was interpolated from observed gravity values.
 AJ0196
 AJ0196;                    North         East    Units  Estimated Accuracy
 AJ0196;SPC TX S     - 5,213,450.      322,840.      MT  (+/- 180 meters Scaled)
 AJ0196
 AJ0196                          SUPERSEDED SURVEY CONTROL
 AJ0196
 AJ0196  NGVD 29 (??/??/92)   97.832  (m)          320.97   (f) ADJ UNCH    2 0
 AJ0196
 AJ0196.Superseded values are not recommended for survey control.
 AJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0196.See file dsdata.txt to determine how the superseded data were derived.
 AJ0196
 AJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR721523(NAD 83)
 AJ0196_MARKER: DB = BENCH MARK DISK
 AJ0196_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0196_SP_SET: ROCK OUTCROP
 AJ0196_STAMPING: Y 598 1942
 AJ0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0196+STABILITY: POSITION/ELEVATION WELL
 AJ0196
 AJ0196  HISTORY     - Date     Condition        Report By
 AJ0196  HISTORY     - 1942     MONUMENTED       CGS
 AJ0196  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0196
 AJ0196                          STATION DESCRIPTION
 AJ0196
 AJ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0196'13.3 MI S FROM SAN DIEGO.
 AJ0196'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0196'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO THE INTERSECTION OF DIRT ROAD
 AJ0196'LEADING SOUTH.  THENCE, GO 11.8 MILES SOUTHERLY ALONG THE DIRT ROAD TO
 AJ0196'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 350.0 FEET SOUTHEAST
 AJ0196'OF AN OLD HOUSE, ABOUT 250.0 FEET EAST OF WINDMILL AND 40.0 FEET WEST
 AJ0196'OF THE CENTERLINE OF THE ROAD.  IT IS SET HORIZONTALLY IN ROCK OUTCROP
 AJ0196'IN A PASTURE.
 AJ0196
 AJ0196                          STATION RECOVERY (1968)
 AJ0196
 AJ0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0200 ***********************************************************************
 AJ0200  DESIGNATION -  Y 599
 AJ0200  PID         -  AJ0200
 AJ0200  STATE/COUNTY-  TX/DUVAL
 AJ0200  USGS QUAD   -  SAN JOSE (1968)
 AJ0200
 AJ0200                         *CURRENT SURVEY CONTROL
 AJ0200  ___________________________________________________________________
 AJ0200* NAD 83(1986)-  27 32 15.     (N)    098 16 04.     (W)     SCALED    
 AJ0200* NAVD 88     -        83.668  (meters)     274.50   (feet)  ADJUSTED  
 AJ0200  ___________________________________________________________________
 AJ0200  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AJ0200  DYNAMIC HT  -          83.537 (meters)     274.07  (feet)  COMP
 AJ0200  MODELED GRAV-     979,078.3   (mgal)                       NAVD 88
 AJ0200
 AJ0200  VERT ORDER  -  SECOND    CLASS 0
 AJ0200
 AJ0200.The horizontal coordinates were scaled from a topographic map and have
 AJ0200.an estimated accuracy of +/- 6 seconds.
 AJ0200
 AJ0200.The orthometric height was determined by differential leveling
 AJ0200.and adjusted by the National Geodetic Survey in June 1991..
 AJ0200
 AJ0200.The geoid height was determined by GEOID03.
 AJ0200
 AJ0200.The dynamic height is computed by dividing the NAVD 88
 AJ0200.geopotential number by the normal gravity value computed on the
 AJ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0200.degrees latitude (g = 980.6199 gals.).
 AJ0200
 AJ0200.The modeled gravity was interpolated from observed gravity values.
 AJ0200
 AJ0200;                    North         East    Units  Estimated Accuracy
 AJ0200;SPC TX S     - 5,207,300.      322,940.      MT  (+/- 180 meters Scaled)
 AJ0200
 AJ0200                          SUPERSEDED SURVEY CONTROL
 AJ0200
 AJ0200  NGVD 29 (??/??/92)   83.750  (m)          274.77   (f) ADJ UNCH    2 0
 AJ0200
 AJ0200.Superseded values are not recommended for survey control.
 AJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0200.See file dsdata.txt to determine how the superseded data were derived.
 AJ0200
 AJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR723461(NAD 83)
 AJ0200_MARKER: DB = BENCH MARK DISK
 AJ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0200_STAMPING: Y 599 1942
 AJ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0200+STABILITY: SURFACE MOTION
 AJ0200
 AJ0200  HISTORY     - Date     Condition        Report By
 AJ0200  HISTORY     - 1942     MONUMENTED       CGS
 AJ0200  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0200
 AJ0200                          STATION DESCRIPTION
 AJ0200
 AJ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0200'17.3 MI S FROM SAN DIEGO.
 AJ0200'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0200'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO THE INTERSECTION OF DIRT ROAD
 AJ0200'LEADING SOUTH.  THENCE, GO 15.8 MILES SOUTHERLY ALONG THE DIRT ROAD TO
 AJ0200'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE SOUTH OF
 AJ0200'INTERSECTION OF ROAD LEADING TO LA BENDERA, 15.0 FEET EAST OF THE
 AJ0200'CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AJ0200'POST AND 2.0 FEET EAST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0200
 AJ0200                          STATION RECOVERY (1968)
 AJ0200
 AJ0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0339 ***********************************************************************
 AJ0339  DESIGNATION -  Y 600
 AJ0339  PID         -  AJ0339
 AJ0339  STATE/COUNTY-  TX/DUVAL
 AJ0339  USGS QUAD   -  CONCEPCION (1968)
 AJ0339
 AJ0339                         *CURRENT SURVEY CONTROL
 AJ0339  ___________________________________________________________________
 AJ0339* NAD 83(1986)-  27 24 11.     (N)    098 16 06.     (W)     SCALED    
 AJ0339* NAVD 88     -        74.216  (meters)     243.49   (feet)  ADJUSTED  
 AJ0339  ___________________________________________________________________
 AJ0339  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AJ0339  DYNAMIC HT  -          74.100 (meters)     243.11  (feet)  COMP
 AJ0339  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 AJ0339
 AJ0339  VERT ORDER  -  SECOND    CLASS 0
 AJ0339
 AJ0339.The horizontal coordinates were scaled from a topographic map and have
 AJ0339.an estimated accuracy of +/- 6 seconds.
 AJ0339
 AJ0339.The orthometric height was determined by differential leveling
 AJ0339.and adjusted by the National Geodetic Survey in June 1991..
 AJ0339
 AJ0339.The geoid height was determined by GEOID03.
 AJ0339
 AJ0339.The dynamic height is computed by dividing the NAVD 88
 AJ0339.geopotential number by the normal gravity value computed on the
 AJ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0339.degrees latitude (g = 980.6199 gals.).
 AJ0339
 AJ0339.The modeled gravity was interpolated from observed gravity values.
 AJ0339
 AJ0339;                    North         East    Units  Estimated Accuracy
 AJ0339;SPC TX S     - 5,192,400.      322,910.      MT  (+/- 180 meters Scaled)
 AJ0339
 AJ0339                          SUPERSEDED SURVEY CONTROL
 AJ0339
 AJ0339  NGVD 29 (??/??/92)   74.315  (m)          243.82   (f) ADJ UNCH    2 0
 AJ0339
 AJ0339.Superseded values are not recommended for survey control.
 AJ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0339.See file dsdata.txt to determine how the superseded data were derived.
 AJ0339
 AJ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR723312(NAD 83)
 AJ0339_MARKER: DB = BENCH MARK DISK
 AJ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0339_STAMPING: Y 600 1942
 AJ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0339+STABILITY: SURFACE MOTION
 AJ0339
 AJ0339  HISTORY     - Date     Condition        Report By
 AJ0339  HISTORY     - 1942     MONUMENTED       CGS
 AJ0339
 AJ0339                          STATION DESCRIPTION
 AJ0339
 AJ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0339'28.7 MI S FROM SAN DIEGO.
 AJ0339'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0339'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO THE INTERSECTION OF DIRT ROAD
 AJ0339'LEADING SOUTHERLY.  THENCE, GO 27.2 MILES SOUTHERLY ALONG DIRT ROAD
 AJ0339'TOWARDS SANTA CRUZ TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT
 AJ0339'SANTA CRUZ, ABOUT 115.0 FEET WEST OF A HOUSE AND STORE AND AT AN S
 AJ0339'CURVE IN ROAD.  IT IS 20.0 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 AJ0339'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET WEST OF
 AJ0339'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1373 ***********************************************************************
 AN1373  DESIGNATION -  Y 601
 AN1373  PID         -  AN1373
 AN1373  STATE/COUNTY-  TX/ARANSAS
 AN1373  USGS QUAD   -  ROCKPORT (1979)
 AN1373
 AN1373                         *CURRENT SURVEY CONTROL
 AN1373  ___________________________________________________________________
 AN1373* NAD 83(1986)-  28 01 35.     (N)    097 06 18.     (W)     SCALED    
 AN1373* NAVD 88     -         1.40   (+/-2cm)       4.6    (feet)  VERTCON   
 AN1373  ___________________________________________________________________
 AN1373  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN1373
 AN1373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1373
 AN1373.The horizontal coordinates were scaled from a topographic map and have
 AN1373.an estimated accuracy of +/- 6 seconds.
 AN1373
 AN1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1373.The vertical order pertains to the NGVD 29 superseded value.
 AN1373
 AN1373.The geoid height was determined by GEOID03.
 AN1373
 AN1373;                    North         East    Units  Estimated Accuracy
 AN1373;SPC TXSC     - 4,022,910.      786,370.      MT  (+/- 180 meters Scaled)
 AN1373
 AN1373                          SUPERSEDED SURVEY CONTROL
 AN1373
 AN1373  NGVD 29 (??/??/92)    1.533  (m)            5.03   (f) ADJ UNCH    2 0
 AN1373
 AN1373.Superseded values are not recommended for survey control.
 AN1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1373.See file dsdata.txt to determine how the superseded data were derived.
 AN1373
 AN1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS862015(NAD 83)
 AN1373_MARKER: DB = BENCH MARK DISK
 AN1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1373_STAMPING: Y 601 1942
 AN1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1373+STABILITY: SURFACE MOTION
 AN1373
 AN1373  HISTORY     - Date     Condition        Report By
 AN1373  HISTORY     - 1942     MONUMENTED       CGS
 AN1373
 AN1373                          STATION DESCRIPTION
 AN1373
 AN1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1373'3.0 MI W FROM ROCKPORT.
 AN1373'TO REACH FROM INTERSECTION OF STATE HIGHWAY NO. 35 AND ROAD TO BAYSIDE
 AN1373'AT ROCKPORT-- PROCEED WEST 3.0 MILES ON BAYSIDE ROAD, TO INTERSECTION
 AN1373'OF PRIVATE DRIVE AND SITE OF BENCH MARK.  BENCH MARK IS DIRECTLY
 AN1373'ACROSS THE ROAD FROM THE PRIVATE DRIVE.  IT IS 27.0 FEET NORTH OF AND
 AN1373'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET EAST
 AN1373'OF A 4 X 4 INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF THE
 AN1373'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1374 ***********************************************************************
 AN1374  DESIGNATION -  Y 601 RESET 1950
 AN1374  PID         -  AN1374
 AN1374  STATE/COUNTY-  TX/ARANSAS
 AN1374  USGS QUAD   -  ROCKPORT (1979)
 AN1374
 AN1374                         *CURRENT SURVEY CONTROL
 AN1374  ___________________________________________________________________
 AN1374* NAD 83(1986)-  28 01 35.     (N)    097 06 17.     (W)     SCALED    
 AN1374* NAVD 88     -         1.18   (+/-2cm)       3.9    (feet)  VERTCON   
 AN1374  ___________________________________________________________________
 AN1374  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN1374
 AN1374  VERT ORDER  -  THIRD (See Below)
 AN1374
 AN1374.The horizontal coordinates were scaled from a topographic map and have
 AN1374.an estimated accuracy of +/- 6 seconds.
 AN1374
 AN1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1374.The vertical order pertains to the NGVD 29 superseded value.
 AN1374
 AN1374.The geoid height was determined by GEOID03.
 AN1374
 AN1374;                    North         East    Units  Estimated Accuracy
 AN1374;SPC TXSC     - 4,022,910.      786,390.      MT  (+/- 180 meters Scaled)
 AN1374
 AN1374                          SUPERSEDED SURVEY CONTROL
 AN1374
 AN1374  NGVD 29 (01/29/03)    1.32   (m)            4.3    (f) RESET       3  
 AN1374
 AN1374.Superseded values are not recommended for survey control.
 AN1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1374.See file dsdata.txt to determine how the superseded data were derived.
 AN1374
 AN1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS863015(NAD 83)
 AN1374_MARKER: DB = BENCH MARK DISK
 AN1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1374_STAMPING: Y 601 RESET 1950
 AN1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1374+STABILITY: SURFACE MOTION
 AN1374
 AN1374  HISTORY     - Date     Condition        Report By
 AN1374  HISTORY     - 1950     MONUMENTED       TXHD
 AN1374
 AN1374                          STATION DESCRIPTION
 AN1374
 AN1374'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AN1374'3.0 MI W FROM ROCKPORT.
 AN1374'3.0 MILES WEST ALONG HIGHWAY 881, FROM THE INTERSECTION OF STATE
 AN1374'HIGHWAY 35 AT ROCKPORT, ARANSAS COUNTY, OPPOSITE THE JUNCTION OF A
 AN1374'PRIVATE DRIVE, 39 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.5
 AN1374'FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.5 FEET LOWER THAN THE
 AN1374'HIGHWAY.  A STANDARD DISK, STAMPED Y 601 RESET 1950 AND SET IN THE TOP
 AN1374'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0459 ***********************************************************************
 AN0459  DESIGNATION -  Y 602
 AN0459  PID         -  AN0459
 AN0459  STATE/COUNTY-  TX/REFUGIO
 AN0459  USGS QUAD   -  TIVOLI SW (1952)
 AN0459
 AN0459                         *CURRENT SURVEY CONTROL
 AN0459  ___________________________________________________________________
 AN0459* NAD 83(1986)-  28 19 16.     (N)    096 57 42.     (W)     SCALED    
 AN0459* NAVD 88     -         5.81   (+/-2cm)      19.1    (feet)  VERTCON   
 AN0459  ___________________________________________________________________
 AN0459  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN0459
 AN0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0459
 AN0459.The horizontal coordinates were scaled from a topographic map and have
 AN0459.an estimated accuracy of +/- 6 seconds.
 AN0459
 AN0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0459.The vertical order pertains to the NGVD 29 superseded value.
 AN0459
 AN0459.The geoid height was determined by GEOID03.
 AN0459
 AN0459;                    North         East    Units  Estimated Accuracy
 AN0459;SPC TXSC     - 4,055,800.      799,890.      MT  (+/- 180 meters Scaled)
 AN0459
 AN0459                          SUPERSEDED SURVEY CONTROL
 AN0459
 AN0459  NGVD 29 (??/??/92)    5.936  (m)           19.48   (f) ADJ UNCH    2 0
 AN0459
 AN0459.Superseded values are not recommended for survey control.
 AN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0459.See file dsdata.txt to determine how the superseded data were derived.
 AN0459
 AN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS998344(NAD 83)
 AN0459_MARKER: DB = BENCH MARK DISK
 AN0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0459_SP_SET: CULVERT
 AN0459_STAMPING: Y 602 1942
 AN0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0459
 AN0459  HISTORY     - Date     Condition        Report By
 AN0459  HISTORY     - 1942     MONUMENTED       CGS
 AN0459  HISTORY     - 1990     GOOD             USPSQD
 AN0459  HISTORY     - 19990726 POOR             USPSQD
 AN0459
 AN0459                          STATION DESCRIPTION
 AN0459
 AN0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0459'11.1 MI SW FROM TIVOLI.
 AN0459'9.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF STATE
 AN0459'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 1.5 MILES WEST ALONG A COUNTY
 AN0459'ROAD.  AT THE INTERSECTION OF A PRIVATE ROAD, 36 FEET NORTH OF THE
 AN0459'CENTERLINE OF THE COUNTY ROAD, 12 FEET WEST OF THE CENTERLINE OF THE
 AN0459'PRIVATE ROAD, AT A CONCRETE CULVERT UNDER THE PRIVATE ROAD, IN THE TOP
 AN0459'OF THE NORTH END OF THE WEST HEADWALL, AND ABOUT 1 FOOT HIGHER THAN
 AN0459'THE MAIN ROAD.  A STANDARD DISK, STAMPED Y 602 1942.
 AN0459
 AN0459                          STATION RECOVERY (1990)
 AN0459
 AN0459'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN0459'RECOVERED IN GOOD CONDITION.
 AN0459
 AN0459                          STATION RECOVERY (1999)
 AN0459
 AN0459'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0459'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0209 ***********************************************************************
 AH0209  DESIGNATION -  Y 605
 AH0209  PID         -  AH0209
 AH0209  STATE/COUNTY-  TX/SAN PATRICIO
 AH0209  USGS QUAD   -  GREGORY (1975)
 AH0209
 AH0209                         *CURRENT SURVEY CONTROL
 AH0209  ___________________________________________________________________
 AH0209* NAD 83(1986)-  27 54 11.     (N)    097 15 16.     (W)     SCALED    
 AH0209* NAVD 88     -         7.592  (meters)      24.91   (feet)  ADJUSTED  
 AH0209  ___________________________________________________________________
 AH0209  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AH0209  DYNAMIC HT  -           7.581 (meters)      24.87  (feet)  COMP
 AH0209  MODELED GRAV-     979,138.7   (mgal)                       NAVD 88
 AH0209
 AH0209  VERT ORDER  -  FIRST     CLASS II
 AH0209
 AH0209.The horizontal coordinates were scaled from a topographic map and have
 AH0209.an estimated accuracy of +/- 6 seconds.
 AH0209
 AH0209.The orthometric height was determined by differential leveling
 AH0209.and adjusted by the National Geodetic Survey in June 1991..
 AH0209
 AH0209.The geoid height was determined by GEOID03.
 AH0209
 AH0209.The dynamic height is computed by dividing the NAVD 88
 AH0209.geopotential number by the normal gravity value computed on the
 AH0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0209.degrees latitude (g = 980.6199 gals.).
 AH0209
 AH0209.The modeled gravity was interpolated from observed gravity values.
 AH0209
 AH0209;                    North         East    Units  Estimated Accuracy
 AH0209;SPC TX S     - 5,248,390.      422,630.      MT  (+/- 180 meters Scaled)
 AH0209
 AH0209                          SUPERSEDED SURVEY CONTROL
 AH0209
 AH0209  NGVD 29 (??/??/92)    7.773  (m)           25.50   (f) ADJ UNCH    1 2
 AH0209
 AH0209.Superseded values are not recommended for survey control.
 AH0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0209.See file dsdata.txt to determine how the superseded data were derived.
 AH0209
 AH0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR717876(NAD 83)
 AH0209_MARKER: DB = BENCH MARK DISK
 AH0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0209_STAMPING: Y 605 1942
 AH0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0209+STABILITY: SURFACE MOTION
 AH0209
 AH0209  HISTORY     - Date     Condition        Report By
 AH0209  HISTORY     - 1942     MONUMENTED       CGS
 AH0209  HISTORY     - 1959     GOOD             NGS
 AH0209  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 AH0209  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AH0209
 AH0209                          STATION DESCRIPTION
 AH0209
 AH0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0209'2.65 MI SE FROM GREGORY.
 AH0209'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE INTERSECTION
 AH0209'OF U. S. HIGHWAY 181 AND FARM ROAD 136 AT GREGORY, THENCE ABOUT 1.85
 AH0209'MILE SOUTHEAST ALONG FARM ROAD 632, 39 FEET NORTHEAST OF THE CENTER
 AH0209'LINE OF THE ROAD, 39 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TEXAS
 AH0209'AND NEW ORLEANS RAILROAD, 4 FEET SOUTHEAST OF THE FIRST POLE SOUTHEAST
 AH0209'OF POLE 760, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 AH0209'WITH THE ROAD, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN
 AH0209'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AH0209
 AH0209                          STATION RECOVERY (1975)
 AH0209
 AH0209'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 AH0209'MARK NOT FOUND.
 AH0209
 AH0209                          STATION RECOVERY (1987)
 AH0209
 AH0209'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1351 ***********************************************************************
 AN1351  DESIGNATION -  Y 606
 AN1351  PID         -  AN1351
 AN1351  STATE/COUNTY-  TX/SAN PATRICIO
 AN1351  USGS QUAD   -  RINCON BEND (1979)
 AN1351
 AN1351                         *CURRENT SURVEY CONTROL
 AN1351  ___________________________________________________________________
 AN1351* NAD 83(1986)-  28 00 57.     (N)    097 17 33.     (W)     SCALED    
 AN1351* NAVD 88     -         7.49   (+/-2cm)      24.6    (feet)  VERTCON   
 AN1351  ___________________________________________________________________
 AN1351  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN1351
 AN1351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1351
 AN1351.The horizontal coordinates were scaled from a topographic map and have
 AN1351.an estimated accuracy of +/- 6 seconds.
 AN1351
 AN1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1351.The vertical order pertains to the NGVD 29 superseded value.
 AN1351
 AN1351.The geoid height was determined by GEOID03.
 AN1351
 AN1351;                    North         East    Units  Estimated Accuracy
 AN1351;SPC TX S     - 5,260,850.      418,760.      MT  (+/- 180 meters Scaled)
 AN1351
 AN1351                          SUPERSEDED SURVEY CONTROL
 AN1351
 AN1351  NGVD 29 (??/??/92)    7.64   (m)           25.1    (f) COMPUTED    2 0
 AN1351
 AN1351.Superseded values are not recommended for survey control.
 AN1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1351.See file dsdata.txt to determine how the superseded data were derived.
 AN1351
 AN1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS678001(NAD 83)
 AN1351_MARKER: DB = BENCH MARK DISK
 AN1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1351_STAMPING: Y 606 1942
 AN1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1351+STABILITY: SURFACE MOTION
 AN1351
 AN1351  HISTORY     - Date     Condition        Report By
 AN1351  HISTORY     - 1942     MONUMENTED       CGS
 AN1351  HISTORY     - 1949     GOOD             NGS
 AN1351
 AN1351                          STATION DESCRIPTION
 AN1351
 AN1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1351'6.1 MI NE FROM GREGORY.
 AN1351'6.1 MILES NORTHEAST ALONG THE BAYSIDE ROAD FROM THE POST OFFICE AT
 AN1351'GREGORY, SAN PATRICIO COUNTY, 2.5 MILES WEST AND 1.0 MILE NORTH ALONG
 AN1351'PAVED ROADS.  AT A DIRT-ROAD INTERSECTION, 54 FEET NORTH OF THE
 AN1351'CENTERLINE OF THE DIRT-ROAD, 6 (60) FEET WEST OF THE CENTERLINE OF THE
 AN1351'PAVED ROAD, IN A TRIANGLE FORMED BY THE ROADS AND A DRAINAGE DITCH, 3
 AN1351'FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE PAVED
 AN1351'ROAD.  A STANDARD DISK, STAMPED Y 606 1942 AND SET IN THE TOP OF A
 AN1351'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0835 ***********************************************************************
 AH0835  DESIGNATION -  Y 607
 AH0835  PID         -  AH0835
 AH0835  STATE/COUNTY-  TX/NUECES
 AH0835  USGS QUAD   -  CONCORDIA (1975)
 AH0835
 AH0835                         *CURRENT SURVEY CONTROL
 AH0835  ___________________________________________________________________
 AH0835* NAD 83(1986)-  27 36 34.     (N)    097 37 46.     (W)     SCALED    
 AH0835* NAVD 88     -        11.212  (meters)      36.78   (feet)  ADJUSTED  
 AH0835  ___________________________________________________________________
 AH0835  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH0835  DYNAMIC HT  -          11.195 (meters)      36.73  (feet)  COMP
 AH0835  MODELED GRAV-     979,112.5   (mgal)                       NAVD 88
 AH0835
 AH0835  VERT ORDER  -  SECOND    CLASS 0
 AH0835
 AH0835.The horizontal coordinates were scaled from a topographic map and have
 AH0835.an estimated accuracy of +/- 6 seconds.
 AH0835
 AH0835.The orthometric height was determined by differential leveling
 AH0835.and adjusted by the National Geodetic Survey in June 1991..
 AH0835.WARNING-Repeat measurements at this control monument indicate possible
 AH0835.vertical movement.
 AH0835
 AH0835.The geoid height was determined by GEOID03.
 AH0835
 AH0835.The dynamic height is computed by dividing the NAVD 88
 AH0835.geopotential number by the normal gravity value computed on the
 AH0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0835.degrees latitude (g = 980.6199 gals.).
 AH0835
 AH0835.The modeled gravity was interpolated from observed gravity values.
 AH0835
 AH0835;                    North         East    Units  Estimated Accuracy
 AH0835;SPC TX S     - 5,215,540.      385,930.      MT  (+/- 180 meters Scaled)
 AH0835
 AH0835                          SUPERSEDED SURVEY CONTROL
 AH0835
 AH0835  NGVD 29 (??/??/92)   11.350  (m)           37.24   (f) ADJ UNCH    2 0
 AH0835
 AH0835.Superseded values are not recommended for survey control.
 AH0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0835.See file dsdata.txt to determine how the superseded data were derived.
 AH0835
 AH0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR352546(NAD 83)
 AH0835_MARKER: DB = BENCH MARK DISK
 AH0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0835_STAMPING: Y 607 1942
 AH0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0835+STABILITY: SURFACE MOTION
 AH0835
 AH0835  HISTORY     - Date     Condition        Report By
 AH0835  HISTORY     - 1942     MONUMENTED       CGS
 AH0835  HISTORY     - 1951     GOOD             NGS
 AH0835  HISTORY     - 1954     MARK NOT FOUND   USGS
 AH0835
 AH0835                          STATION DESCRIPTION
 AH0835
 AH0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0835'4.6 MI S FROM PETRONILLA.
 AH0835'4.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE GRADE SCHOOL AT
 AH0835'PETRONILLA, 33 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 AH0835'EAST, 30 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD,
 AH0835'109.8 FEET NORTH OF THE NORTHEAST CORNER OF A FARMHOUSE, 33 FEET SOUTH
 AH0835'OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AH0835'0.3 FOOT ABOVE THE GROUND.
 AH0835
 AH0835                          STATION RECOVERY (1954)
 AH0835
 AH0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AH0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0683 ***********************************************************************
 AE0683  DESIGNATION -  Y 60=RP 4 IBC
 AE0683  PID         -  AE0683
 AE0683  STATE/COUNTY-  TX/STARR
 AE0683  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0683
 AE0683                         *CURRENT SURVEY CONTROL
 AE0683  ___________________________________________________________________
 AE0683* NAD 83(1993)-  26 21 17.43116(N)    098 46 08.57303(W)     ADJUSTED  
 AE0683* NAVD 88     -        47.885  (meters)     157.10   (feet)  ADJUSTED  
 AE0683  ___________________________________________________________________
 AE0683  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AE0683  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AE0683  DYNAMIC HT  -          47.805 (meters)     156.84  (feet)  COMP
 AE0683  MODELED GRAV-     978,994.8   (mgal)                       NAVD 88
 AE0683
 AE0683  HORZ ORDER  -  SECOND
 AE0683  VERT ORDER  -  FIRST     CLASS II
 AE0683
 AE0683.The horizontal coordinates were established by classical geodetic methods
 AE0683.and adjusted by the National Geodetic Survey in February 1996..
 AE0683
 AE0683.The orthometric height was determined by differential leveling
 AE0683.and adjusted by the National Geodetic Survey in June 1991..
 AE0683
 AE0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0683
 AE0683.The geoid height was determined by GEOID03.
 AE0683
 AE0683.The dynamic height is computed by dividing the NAVD 88
 AE0683.geopotential number by the normal gravity value computed on the
 AE0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0683.degrees latitude (g = 980.6199 gals.).
 AE0683
 AE0683.The modeled gravity was interpolated from observed gravity values.
 AE0683
 AE0683;                    North         East     Units Scale Factor Converg.
 AE0683;SPC TX S     - 5,076,274.031   273,146.112   MT  0.99995793   -0 07 19.7
 AE0683;SPC TX S     -16,654,409.05    896,146.87   sFT  0.99995793   -0 07 19.7
 AE0683;UTM  14      - 2,915,001.930   523,043.289   MT  0.99960656   +0 06 09.1
 AE0683
 AE0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0683!SPC TX S     -   0.99999621  x   0.99995793  =   0.99995414
 AE0683!UTM  14      -   0.99999621  x   0.99960656  =   0.99960277
 AE0683
 AE0683                          SUPERSEDED SURVEY CONTROL
 AE0683
 AE0683  NAD 83(1986)-  26 21 17.43388(N)    098 46 08.53304(W) AD(       ) 2
 AE0683  NAD 27      -  26 21 16.19066(N)    098 46 07.43671(W) AD(       ) 2
 AE0683  NGVD 29 (??/??/92)   47.95   (m)          157.3    (f) COMPUTED    1 2
 AE0683
 AE0683.Superseded values are not recommended for survey control.
 AE0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0683.See file dsdata.txt to determine how the superseded data were derived.
 AE0683
 AE0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ2304315002(NAD 83)
 AE0683_MARKER: Z = SEE DESCRIPTION
 AE0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0683_STAMPING: R P 4
 AE0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0683+STABILITY: SURFACE MOTION
 AE0683
 AE0683  HISTORY     - Date     Condition        Report By
 AE0683  HISTORY     - 1917     MONUMENTED       IBC
 AE0683  HISTORY     - 1954     GOOD             NGS
 AE0683
 AE0683                          STATION DESCRIPTION
 AE0683
 AE0683'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (CLG)
 AE0683'STATION IS A REFERENCE MONUMENT OF THE INTERNATIONAL BOUNDARY
 AE0683'COMMISSION, CONSISTING OF CONCRETE TRUNCATED PYRAMID 2-1/2
 AE0683'FEET HIGH WITH BASES 12 AND 18 INCHES SQUARE, RESTING ON
 AE0683'CONCRETE BASE 2 FEET SQUARE AND 2 FEET DEEP.  WORD BANCO AND
 AE0683'NUMBER THEREOF STAMPED IN CONCRETE.  IRON PLATE ON TOP OF
 AE0683'MONUMENT IS MARKED WITH CROSS AND LETTERS I B C AND C DE L.
 AE0683'
 AE0683'STATION IS 150.58 METERS (494.0 FEET) FROM STATION MONUMENT.
 AE0683'
 AE0683'ELEVATION OF STATION, 47 METERS (154 FEET).
 AE0683
 AE0683                          STATION RECOVERY (1954)
 AE0683
 AE0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AE0683'3.2 MI SE FROM RIO GRANDE CITY.
 AE0683'BENCH MARK IS ABOUT 3.2 MILES SOUTHEASTERLY ALONG U.S. HIGHWAY NO. 83
 AE0683'FROM THE MISSOURI PACIFIC RAILROAD STATION AT RIO GRANDE CITY, ABOUT
 AE0683'200.0 FEET EAST OF A SMALL CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT
 AE0683'100.0 FEET SOUTH OF THE MISSOURI PACIFIC RR, AND AT SANTA CRUZ RANCH.
 AE0683'IT IS 44.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AE0683'THE HIGHWAY, 9.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3.0 FEET WEST
 AE0683'OF A 4X4-INCH WOODEN MARKER POST AND AT THE EASTERLY END OF A CURVE IN
 AE0683'THE HIGHWAY.  AN INTERNATIONAL BOUNDARY COMMISSION IRON PLATE SET IN A
 AE0683'CONCRETE POST.  THE LETTERS R P 4 ARE CAST IN THE TOP OF THE CONCRETE
 AE0683'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0425 ***********************************************************************
 AH0425  DESIGNATION -  Y 610
 AH0425  PID         -  AH0425
 AH0425  STATE/COUNTY-  TX/KLEBERG
 AH0425  USGS QUAD   -  PITA ISLAND (1975)
 AH0425
 AH0425                         *CURRENT SURVEY CONTROL
 AH0425  ___________________________________________________________________
 AH0425* NAD 83(1986)-  27 30 40.     (N)    097 20 49.     (W)     SCALED    
 AH0425* NAVD 88     -         3.644  (meters)      11.96   (feet)  ADJUSTED  
 AH0425  ___________________________________________________________________
 AH0425  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AH0425  DYNAMIC HT  -           3.638 (meters)      11.94  (feet)  COMP
 AH0425  MODELED GRAV-     979,119.1   (mgal)                       NAVD 88
 AH0425
 AH0425  VERT ORDER  -  SECOND    CLASS 0
 AH0425
 AH0425.The horizontal coordinates were scaled from a topographic map and have
 AH0425.an estimated accuracy of +/- 6 seconds.
 AH0425
 AH0425.The orthometric height was determined by differential leveling
 AH0425.and adjusted by the National Geodetic Survey in June 1991..
 AH0425
 AH0425.The geoid height was determined by GEOID03.
 AH0425
 AH0425.The dynamic height is computed by dividing the NAVD 88
 AH0425.geopotential number by the normal gravity value computed on the
 AH0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0425.degrees latitude (g = 980.6199 gals.).
 AH0425
 AH0425.The modeled gravity was interpolated from observed gravity values.
 AH0425
 AH0425;                    North         East    Units  Estimated Accuracy
 AH0425;SPC TX S     - 5,204,870.      413,920.      MT  (+/- 180 meters Scaled)
 AH0425
 AH0425                          SUPERSEDED SURVEY CONTROL
 AH0425
 AH0425  NGVD 29 (??/??/92)    3.793  (m)           12.44   (f) ADJ UNCH    2 0
 AH0425
 AH0425.Superseded values are not recommended for survey control.
 AH0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0425.See file dsdata.txt to determine how the superseded data were derived.
 AH0425
 AH0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR632441(NAD 83)
 AH0425_MARKER: DB = BENCH MARK DISK
 AH0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0425_STAMPING: Y 610 1942
 AH0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0425+STABILITY: SURFACE MOTION
 AH0425
 AH0425  HISTORY     - Date     Condition        Report By
 AH0425  HISTORY     - 1942     MONUMENTED       CGS
 AH0425  HISTORY     - 1949     GOOD             NGS
 AH0425
 AH0425                          STATION DESCRIPTION
 AH0425
 AH0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0425'1.2 MI S FROM CORPUS CHRISTI.
 AH0425'IN KLEBERG COUNTY, 1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE
 AH0425'TEXAS MEXICAN RAILROAD STATION AT CORPUS CHRISTI, NUECES COUNTY,
 AH0425'THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST
 AH0425'ALONG LEXINGTON BOULEVARD (STATE HIGHWAY 358) TO THE INTERSECTION OF
 AH0425'THE ROAD LEADING FROM CORPUS CHRISTI NAVAL AIR STATION TO OUTLYING
 AH0425'FIELD 42 (ABANDONED), THENCE 4.0 MILES SOUTH ALONG NUECES COUNTY ROAD
 AH0425'NO. 3 TO THE NORTH GATE TO THE LAURELES DIVISION OF KING RANCH, AND
 AH0425'THENCE 8.3 MILES SOUTH ALONG NORTH GATE ROAD. 1.0 MILE NORTH OF
 AH0425'OUTLYING FIELD 42 (ABANDONED), 0.4 MILE SOUTH OF YERBA ANIS WINDMILL,
 AH0425'ON THE KING RANCH, 550 FEET WEST OF THE SHORE OF THE BAY, 190 FEET
 AH0425'NORTHWEST OF A LONE CLUMP OF MESQUITE ON THE EAST SIDE OF THE ROAD, 4
 AH0425'FEET NORTH OF A POLE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 AH0425'A STANDARD DISK, STAMPED Y 610 1942 AND SET IN THE TOP OF AN 8-INCH
 AH0425'SQUARE CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND. NOTE-- THIS
 AH0425'BENCH MARK MAY BE REACHED FROM THE SOUTH GATE TO CORPUS CHRISTI NAVAL
 AH0425'AIR STATION BY GOING 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 358,
 AH0425'THENCE 4.4 MILES SOUTHWEST ALONG WALDRON FIELD ROAD TO THE NORTH GATE
 AH0425'OF THE LAURELES DIVISION OF THE KING RANCH, AND THENCE 8.3 MILES SOUTH
 AH0425'ALONG NORTH GATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1026 ***********************************************************************
 AH1026  DESIGNATION -  Y 611
 AH1026  PID         -  AH1026
 AH1026  STATE/COUNTY-  TX/KLEBERG
 AH1026  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1026
 AH1026                         *CURRENT SURVEY CONTROL
 AH1026  ___________________________________________________________________
 AH1026* NAD 83(1986)-  27 31 30.     (N)    097 54 03.     (W)     SCALED    
 AH1026* NAVD 88     -        23.419  (meters)      76.83   (feet)  POSTED    
 AH1026  ___________________________________________________________________
 AH1026  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH1026  DYNAMIC HT  -          23.380 (meters)      76.71  (feet)  COMP
 AH1026  MODELED GRAV-     979,093.5   (mgal)                       NAVD 88
 AH1026
 AH1026  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AH1026
 AH1026.The horizontal coordinates were scaled from a topographic map and have
 AH1026.an estimated accuracy of +/- 6 seconds.
 AH1026
 AH1026.The orthometric height was determined by differential leveling
 AH1026.and adjusted by the National Geodetic Survey in 1992..
 AH1026.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AH1026.rate of 4.1 thru 8.0 mm/km.
 AH1026
 AH1026.The geoid height was determined by GEOID03.
 AH1026
 AH1026.The dynamic height is computed by dividing the NAVD 88
 AH1026.geopotential number by the normal gravity value computed on the
 AH1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1026.degrees latitude (g = 980.6199 gals.).
 AH1026
 AH1026.The modeled gravity was interpolated from observed gravity values.
 AH1026
 AH1026;                    North         East    Units  Estimated Accuracy
 AH1026;SPC TX S     - 5,206,030.      359,190.      MT  (+/- 180 meters Scaled)
 AH1026
 AH1026                          SUPERSEDED SURVEY CONTROL
 AH1026
 AH1026  NGVD 29 (??/??/92)   23.50   (m)           77.1    (f) COMPUTED    2 0
 AH1026
 AH1026.Superseded values are not recommended for survey control.
 AH1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1026.See file dsdata.txt to determine how the superseded data were derived.
 AH1026
 AH1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR085450(NAD 83)
 AH1026_MARKER: DB = BENCH MARK DISK
 AH1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH1026_SP_SET: CULVERT
 AH1026_STAMPING: Y 611 1942
 AH1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1026
 AH1026  HISTORY     - Date     Condition        Report By
 AH1026  HISTORY     - 1942     MONUMENTED       CGS
 AH1026
 AH1026                          STATION DESCRIPTION
 AH1026
 AH1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1026'1.7 MI W FROM KINGSVILLE.
 AH1026'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH1026'PROCEED 1.7 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF MARK.  BENCH
 AH1026'MARK IS IN WEST END OF NORTH HEADWALL OF DOUBLE 4 X 4 FOOT CONCRETE
 AH1026'CULVERT, ABOUT 0.4 MILE WEST OF KINGS RANCH GATEKEEPERS HOUSE, 10.0
 AH1026'FEET WEST OF SALT CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1027 ***********************************************************************
 AH1027  DESIGNATION -  Y 611 RESET 1957
 AH1027  PID         -  AH1027
 AH1027  STATE/COUNTY-  TX/KLEBERG
 AH1027  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1027
 AH1027                         *CURRENT SURVEY CONTROL
 AH1027  ___________________________________________________________________
 AH1027* NAD 83(1986)-  27 31 30.     (N)    097 54 03.     (W)     SCALED    
 AH1027* NAVD 88     -        23.26   (+/-2cm)      76.3    (feet)  VERTCON   
 AH1027  ___________________________________________________________________
 AH1027  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH1027
 AH1027  VERT ORDER  -  THIRD (See Below)
 AH1027
 AH1027.The horizontal coordinates were scaled from a topographic map and have
 AH1027.an estimated accuracy of +/- 6 seconds.
 AH1027
 AH1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1027.The vertical order pertains to the NGVD 29 superseded value.
 AH1027
 AH1027.The geoid height was determined by GEOID03.
 AH1027
 AH1027;                    North         East    Units  Estimated Accuracy
 AH1027;SPC TX S     - 5,206,030.      359,190.      MT  (+/- 180 meters Scaled)
 AH1027
 AH1027                          SUPERSEDED SURVEY CONTROL
 AH1027
 AH1027  NGVD 29 (??/??/??)   23.36   (m)           76.6    (f) RESET       3  
 AH1027
 AH1027.Superseded values are not recommended for survey control.
 AH1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1027.See file dsdata.txt to determine how the superseded data were derived.
 AH1027
 AH1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR085450(NAD 83)
 AH1027_MARKER: DB = BENCH MARK DISK
 AH1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH1027_SP_SET: CULVERT
 AH1027_STAMPING: Y 611 RESET 1957
 AH1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1027
 AH1027  HISTORY     - Date     Condition        Report By
 AH1027  HISTORY     - 1957     MONUMENTED       TXHD
 AH1027  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH1027
 AH1027                          STATION DESCRIPTION
 AH1027
 AH1027'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AH1027'1.7 MI W FROM KINGSVILLE.
 AH1027'1.7 MILES WEST ALONG STATE HIGHWAY 141 FROM THE MISSOURI PACIFIC
 AH1027'RAILROAD STATION AT KINGSVILLE, 0.4 MILE WEST OF THE KING RANCH
 AH1027'GATEKEEPERS HOUSE, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST END
 AH1027'OF THE SOUTH CONCRETE HEADWALL.
 AH1027
 AH1027                          STATION RECOVERY (1981)
 AH1027
 AH1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH1027'DISK STEM FOUND INTACT, DISK VANDALIZED, DISK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0641 ***********************************************************************
 AH0641  DESIGNATION -  Y 612
 AH0641  PID         -  AH0641
 AH0641  STATE/COUNTY-  TX/KLEBERG
 AH0641  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0641
 AH0641                         *CURRENT SURVEY CONTROL
 AH0641  ___________________________________________________________________
 AH0641* NAD 83(1986)-  27 24 57.     (N)    097 58 02.     (W)     SCALED    
 AH0641* NAVD 88     -        27.479  (meters)      90.15   (feet)  ADJUSTED  
 AH0641  ___________________________________________________________________
 AH0641  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AH0641  DYNAMIC HT  -          27.436 (meters)      90.01  (feet)  COMP
 AH0641  MODELED GRAV-     979,086.4   (mgal)                       NAVD 88
 AH0641
 AH0641  VERT ORDER  -  SECOND    CLASS 0
 AH0641
 AH0641.The horizontal coordinates were scaled from a topographic map and have
 AH0641.an estimated accuracy of +/- 6 seconds.
 AH0641
 AH0641.The orthometric height was determined by differential leveling
 AH0641.and adjusted by the National Geodetic Survey in June 1991..
 AH0641
 AH0641.The geoid height was determined by GEOID03.
 AH0641
 AH0641.The dynamic height is computed by dividing the NAVD 88
 AH0641.geopotential number by the normal gravity value computed on the
 AH0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0641.degrees latitude (g = 980.6199 gals.).
 AH0641
 AH0641.The modeled gravity was interpolated from observed gravity values.
 AH0641
 AH0641;                    North         East    Units  Estimated Accuracy
 AH0641;SPC TX S     - 5,193,910.      352,680.      MT  (+/- 180 meters Scaled)
 AH0641
 AH0641                          SUPERSEDED SURVEY CONTROL
 AH0641
 AH0641  NGVD 29 (??/??/92)   27.581  (m)           90.49   (f) ADJ UNCH    2 0
 AH0641
 AH0641.Superseded values are not recommended for survey control.
 AH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0641.See file dsdata.txt to determine how the superseded data were derived.
 AH0641
 AH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR020329(NAD 83)
 AH0641_MARKER: DB = BENCH MARK DISK
 AH0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0641_STAMPING: Y 612 1942
 AH0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0641+STABILITY: SURFACE MOTION
 AH0641
 AH0641  HISTORY     - Date     Condition        Report By
 AH0641  HISTORY     - 1942     MONUMENTED       CGS
 AH0641  HISTORY     - 1975     GOOD             USGS
 AH0641
 AH0641                          STATION DESCRIPTION
 AH0641
 AH0641'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0641'12 MI SW FROM KINGSVILLE.
 AH0641'3.2 MI. W ALONG STATE HWY 141 AND 8.8 MI. S FROM KINGSVILLE ABOUT 5.6
 AH0641'MI W ALONG STATE HWY 141 FROM THE MAIN ENTRANCE TO THE KING RANCH ON
 AH0641'THE WEST SIDE OF KINGSVILLE, THENCE ABOUT 2.5 MI SOUTH AND SOUTHWEST
 AH0641'ALONG PAVED ROAD, THENCE ABOUT 2.2 MI. S ALONG GRADED ROAD TO BUMP
 AH0641'GATE, THENCE ABOUT 2.0 MI. E TO A X-RD., THENCE ABOUT 4.0 MI. S, ABOUT
 AH0641'0.8 MI. N OF MONTE VERDE WINDMILL, 15 FT. W OF RD, 0.6 FT. E OF FENCE
 AH0641'LINE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 AH0641'ABOUT 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0644 ***********************************************************************
 AH0644  DESIGNATION -  Y 613
 AH0644  PID         -  AH0644
 AH0644  STATE/COUNTY-  TX/KLEBERG
 AH0644  USGS QUAD   -  PAISANO LAKE (1979)
 AH0644
 AH0644                         *CURRENT SURVEY CONTROL
 AH0644  ___________________________________________________________________
 AH0644* NAD 83(1986)-  27 22 15.     (N)    097 57 58.     (W)     SCALED    
 AH0644* NAVD 88     -        25.712  (meters)      84.36   (feet)  ADJUSTED  
 AH0644  ___________________________________________________________________
 AH0644  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AH0644  DYNAMIC HT  -          25.671 (meters)      84.22  (feet)  COMP
 AH0644  MODELED GRAV-     979,084.9   (mgal)                       NAVD 88
 AH0644
 AH0644  VERT ORDER  -  SECOND    CLASS 0
 AH0644
 AH0644.The horizontal coordinates were scaled from a topographic map and have
 AH0644.an estimated accuracy of +/- 6 seconds.
 AH0644
 AH0644.The orthometric height was determined by differential leveling
 AH0644.and adjusted by the National Geodetic Survey in June 1991..
 AH0644
 AH0644.The geoid height was determined by GEOID03.
 AH0644
 AH0644.The dynamic height is computed by dividing the NAVD 88
 AH0644.geopotential number by the normal gravity value computed on the
 AH0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0644.degrees latitude (g = 980.6199 gals.).
 AH0644
 AH0644.The modeled gravity was interpolated from observed gravity values.
 AH0644
 AH0644;                    North         East    Units  Estimated Accuracy
 AH0644;SPC TX S     - 5,188,920.      352,810.      MT  (+/- 180 meters Scaled)
 AH0644
 AH0644                          SUPERSEDED SURVEY CONTROL
 AH0644
 AH0644  NGVD 29 (??/??/92)   25.824  (m)           84.72   (f) ADJ UNCH    2 0
 AH0644
 AH0644.Superseded values are not recommended for survey control.
 AH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0644.See file dsdata.txt to determine how the superseded data were derived.
 AH0644
 AH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR022279(NAD 83)
 AH0644_MARKER: DB = BENCH MARK DISK
 AH0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0644_STAMPING: Y 613 1942
 AH0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0644+STABILITY: SURFACE MOTION
 AH0644
 AH0644  HISTORY     - Date     Condition        Report By
 AH0644  HISTORY     - 1942     MONUMENTED       CGS
 AH0644  HISTORY     - 1975     GOOD             USGS
 AH0644
 AH0644                          STATION DESCRIPTION
 AH0644
 AH0644'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0644'IN KINGSVILLE.
 AH0644'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAY 141 FROM THE MISSOURI PACIFIC
 AH0644'RAILROAD STATION AT KINGSVILLE, ABOUT 5.6 MI. W. ALONG STATE HWY 141
 AH0644'FROM THE MAIN ENTRANCE TO THE KING RANCH ON THE W. EDGE OF KINGSVILLE,
 AH0644'THENCE ABOUT 2.5 MI. S. AND SW. ALONG A PAVED ROAD, THENCE ABOUT 2.2
 AH0644'MI. S. ALONG GRADED ROAD TO BUMP GATE, THENCE ABOUT 2.0 MI. E. TO
 AH0644'X-RD., THENCE 6.2 MI. S., ABOUT 1.9 MI. S. OF THE MONTE VERDE
 AH0644'WINDMILL, 105 FEET WEST OF ROAD, 0.6 FOOT EAST OF N-S FENCE, A
 AH0644'STANDARD DISK, STAMPED Y 613 1942 AND SET IN THE TOP OF A CONCRETE
 AH0644'POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1158 ***********************************************************************
 AJ1158  DESIGNATION -  Y 614
 AJ1158  PID         -  AJ1158
 AJ1158  STATE/COUNTY-  TX/BROOKS
 AJ1158  USGS QUAD   -  FLOWELLA (1963)
 AJ1158
 AJ1158                         *CURRENT SURVEY CONTROL
 AJ1158  ___________________________________________________________________
 AJ1158* NAD 83(1986)-  27 11 53.     (N)    098 01 14.     (W)     SCALED    
 AJ1158* NAVD 88     -        25.224  (meters)      82.76   (feet)  ADJUSTED  
 AJ1158  ___________________________________________________________________
 AJ1158  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AJ1158  DYNAMIC HT  -          25.184 (meters)      82.62  (feet)  COMP
 AJ1158  MODELED GRAV-     979,075.6   (mgal)                       NAVD 88
 AJ1158
 AJ1158  VERT ORDER  -  SECOND    CLASS 0
 AJ1158
 AJ1158.The horizontal coordinates were scaled from a topographic map and have
 AJ1158.an estimated accuracy of +/- 6 seconds.
 AJ1158
 AJ1158.The orthometric height was determined by differential leveling
 AJ1158.and adjusted by the National Geodetic Survey in June 1991..
 AJ1158
 AJ1158.The geoid height was determined by GEOID03.
 AJ1158
 AJ1158.The dynamic height is computed by dividing the NAVD 88
 AJ1158.geopotential number by the normal gravity value computed on the
 AJ1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1158.degrees latitude (g = 980.6199 gals.).
 AJ1158
 AJ1158.The modeled gravity was interpolated from observed gravity values.
 AJ1158
 AJ1158;                    North         East    Units  Estimated Accuracy
 AJ1158;SPC TX S     - 5,169,760.      347,500.      MT  (+/- 180 meters Scaled)
 AJ1158
 AJ1158                          SUPERSEDED SURVEY CONTROL
 AJ1158
 AJ1158  NGVD 29 (??/??/92)   25.334  (m)           83.12   (f) ADJ UNCH    2 0
 AJ1158
 AJ1158.Superseded values are not recommended for survey control.
 AJ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1158.See file dsdata.txt to determine how the superseded data were derived.
 AJ1158
 AJ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR970087(NAD 83)
 AJ1158_MARKER: DB = BENCH MARK DISK
 AJ1158_SETTING: 0 = UNSPECIFIED SETTING
 AJ1158_STAMPING: Y 614 1942
 AJ1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1158
 AJ1158  HISTORY     - Date     Condition        Report By
 AJ1158  HISTORY     - 1942     MONUMENTED       CGS
 AJ1158  HISTORY     - 1953     GOOD             USGS
 AJ1158
 AJ1158                          STATION DESCRIPTION
 AJ1158
 AJ1158'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AJ1158'8.9 MI E FROM FALFURRIAS.
 AJ1158'8.9 MILES EAST ALONG STATE HIGHWAY NO. 285 FROM THE COURTHOUSE AT
 AJ1158'FALFURRIAS, 3.0 MILES SOUTH ALONG RANCH ROAD TO A RANCH HOUSE,
 AJ1158'CONTINUE ON SOUTH ON DIM RANCH ROAD (THE RD. SOUTH OF HOUSE) FOR 1.4
 AJ1158'MILES TO CROSS ROAD, AND BENCH MARK. THE BENCH MARK IS 26 FT. SOUTH OF
 AJ1158'EAST WEST ROAD, 26 FT. EAST OF THE NORTH SOUTH ROAD, AND ONE FT. SOUTH
 AJ1158'OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0459 ***********************************************************************
 AJ0459  DESIGNATION -  Y 615
 AJ0459  PID         -  AJ0459
 AJ0459  STATE/COUNTY-  TX/BROOKS
 AJ0459  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ0459
 AJ0459                         *CURRENT SURVEY CONTROL
 AJ0459  ___________________________________________________________________
 AJ0459* NAD 83(1986)-  27 05 28.     (N)    098 01 21.     (W)     SCALED    
 AJ0459* NAVD 88     -        24.553  (meters)      80.55   (feet)  ADJUSTED  
 AJ0459  ___________________________________________________________________
 AJ0459  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AJ0459  DYNAMIC HT  -          24.514 (meters)      80.43  (feet)  COMP
 AJ0459  MODELED GRAV-     979,068.7   (mgal)                       NAVD 88
 AJ0459
 AJ0459  VERT ORDER  -  SECOND    CLASS 0
 AJ0459
 AJ0459.The horizontal coordinates were scaled from a topographic map and have
 AJ0459.an estimated accuracy of +/- 6 seconds.
 AJ0459
 AJ0459.The orthometric height was determined by differential leveling
 AJ0459.and adjusted by the National Geodetic Survey in June 1991..
 AJ0459
 AJ0459.The geoid height was determined by GEOID03.
 AJ0459
 AJ0459.The dynamic height is computed by dividing the NAVD 88
 AJ0459.geopotential number by the normal gravity value computed on the
 AJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0459.degrees latitude (g = 980.6199 gals.).
 AJ0459
 AJ0459.The modeled gravity was interpolated from observed gravity values.
 AJ0459
 AJ0459;                    North         East    Units  Estimated Accuracy
 AJ0459;SPC TX S     - 5,157,910.      347,350.      MT  (+/- 180 meters Scaled)
 AJ0459
 AJ0459                          SUPERSEDED SURVEY CONTROL
 AJ0459
 AJ0459  NGVD 29 (??/??/92)   24.65   (m)           80.9    (f) COMPUTED    2 0
 AJ0459
 AJ0459.Superseded values are not recommended for survey control.
 AJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0459.See file dsdata.txt to determine how the superseded data were derived.
 AJ0459
 AJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ969969(NAD 83)
 AJ0459_MARKER: DB = BENCH MARK DISK
 AJ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0459_STAMPING: Y-615 1942
 AJ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0459+STABILITY: SURFACE MOTION
 AJ0459
 AJ0459  HISTORY     - Date     Condition        Report By
 AJ0459  HISTORY     - 1942     MONUMENTED       CGS
 AJ0459  HISTORY     - 1963     GOOD             USGS
 AJ0459
 AJ0459                          STATION DESCRIPTION
 AJ0459
 AJ0459'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AJ0459'9.0 MI E FROM FALFURRIAS.
 AJ0459'5.2 MILES EAST ALONG FARM ROAD 2191 FROM ITS JUNCTION WITH U.S. HWY.
 AJ0459'281 IN FALFURRIAS, BROOKS COUNTY.  THENCE SOUTH 3.6 MILES TO THE
 AJ0459'GATE-KEEPERS HOUSE AT THE MARIPOSA RANCH, CONTINUE SOUTH 5.4 MILES TO
 AJ0459'A CATTLEGUARD AND A T-ROAD EAST SOUTH OF THE FENCE.  THENCE EAST ABOUT
 AJ0459'0.9 MILE TO A T-ROAD NORTH.  THENCE 0.6 MILE NORTH TO THE PITA PENS.
 AJ0459'THENCE ALONG A FENCE WEST ABOUT 2500 FEET, ABOUT 760 FEET NORTH OF
 AJ0459'FENCE ON OPEN PRAIRIE.  A STANDARD DISK STAMPED Y-615 1942 AND SET IN
 AJ0459'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1135 ***********************************************************************
 AB1135  DESIGNATION -  Y 618
 AB1135  PID         -  AB1135
 AB1135  STATE/COUNTY-  TX/KENEDY
 AB1135  USGS QUAD   -  ANDREA RANCH (1982)
 AB1135
 AB1135                         *CURRENT SURVEY CONTROL
 AB1135  ___________________________________________________________________
 AB1135* NAD 83(1986)-  26 44 13.     (N)    097 58 12.     (W)     SCALED    
 AB1135* NAVD 88     -        14.543  (meters)      47.71   (feet)  ADJUSTED  
 AB1135  ___________________________________________________________________
 AB1135  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AB1135  DYNAMIC HT  -          14.520 (meters)      47.64  (feet)  COMP
 AB1135  MODELED GRAV-     979,053.3   (mgal)                       NAVD 88
 AB1135
 AB1135  VERT ORDER  -  SECOND    CLASS 0
 AB1135
 AB1135.The horizontal coordinates were scaled from a topographic map and have
 AB1135.an estimated accuracy of +/- 6 seconds.
 AB1135
 AB1135.The orthometric height was determined by differential leveling
 AB1135.and adjusted by the National Geodetic Survey in June 1991..
 AB1135
 AB1135.The geoid height was determined by GEOID03.
 AB1135
 AB1135.The dynamic height is computed by dividing the NAVD 88
 AB1135.geopotential number by the normal gravity value computed on the
 AB1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1135.degrees latitude (g = 980.6199 gals.).
 AB1135
 AB1135.The modeled gravity was interpolated from observed gravity values.
 AB1135
 AB1135;                    North         East    Units  Estimated Accuracy
 AB1135;SPC TX S     - 5,118,690.      352,720.      MT  (+/- 180 meters Scaled)
 AB1135
 AB1135                          SUPERSEDED SURVEY CONTROL
 AB1135
 AB1135  NGVD 29 (??/??/92)   14.639  (m)           48.03   (f) ADJ UNCH    2 0
 AB1135
 AB1135.Superseded values are not recommended for survey control.
 AB1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1135.See file dsdata.txt to determine how the superseded data were derived.
 AB1135
 AB1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ024577(NAD 83)
 AB1135_MARKER: DB = BENCH MARK DISK
 AB1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1135_STAMPING: Y 618 1942
 AB1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1135+STABILITY: SURFACE MOTION
 AB1135
 AB1135  HISTORY     - Date     Condition        Report By
 AB1135  HISTORY     - 1942     MONUMENTED       CGS
 AB1135
 AB1135                          STATION DESCRIPTION
 AB1135
 AB1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1135'13.0 MI W FROM NORRIAS.
 AB1135'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1135'PROCEED 13.0 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1135'MARK.  BENCH MARK IS 36.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION
 AB1135'AS THE CENTERLINE OF THE ROAD, 6.0 FEET NORTH OF A MESQUITE TREE AND
 AB1135'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AB1135'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1040 ***********************************************************************
 AJ1040  DESIGNATION -  Y 62
 AJ1040  PID         -  AJ1040
 AJ1040  STATE/COUNTY-  TX/WEBB
 AJ1040  USGS QUAD   -  NIDO RANCH (1965)
 AJ1040
 AJ1040                         *CURRENT SURVEY CONTROL
 AJ1040  ___________________________________________________________________
 AJ1040* NAD 83(1986)-  27 50 35.     (N)    099 30 20.     (W)     SCALED    
 AJ1040* NAVD 88     -       210.741  (meters)     691.41   (feet)  POSTED    
 AJ1040  ___________________________________________________________________
 AJ1040  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AJ1040  DYNAMIC HT  -         210.410 (meters)     690.32  (feet)  COMP
 AJ1040  MODELED GRAV-     979,079.6   (mgal)                       NAVD 88
 AJ1040
 AJ1040  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ1040
 AJ1040.The horizontal coordinates were scaled from a topographic map and have
 AJ1040.an estimated accuracy of +/- 6 seconds.
 AJ1040
 AJ1040.The orthometric height was determined by differential leveling
 AJ1040.and adjusted by the National Geodetic Survey in 1992..
 AJ1040.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ1040.rate of 0.0 thru 1.0 mm/km.
 AJ1040
 AJ1040.The geoid height was determined by GEOID03.
 AJ1040
 AJ1040.The dynamic height is computed by dividing the NAVD 88
 AJ1040.geopotential number by the normal gravity value computed on the
 AJ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1040.degrees latitude (g = 980.6199 gals.).
 AJ1040
 AJ1040.The modeled gravity was interpolated from observed gravity values.
 AJ1040
 AJ1040;                    North         East    Units  Estimated Accuracy
 AJ1040;SPC TX S     - 5,241,530.      200,950.      MT  (+/- 180 meters Scaled)
 AJ1040
 AJ1040                          SUPERSEDED SURVEY CONTROL
 AJ1040
 AJ1040  NGVD 29 (??/??/92)  210.714  (m)          691.32   (f) ADJ UNCH    1 2
 AJ1040
 AJ1040.Superseded values are not recommended for survey control.
 AJ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1040.See file dsdata.txt to determine how the superseded data were derived.
 AJ1040
 AJ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR502799(NAD 83)
 AJ1040_MARKER: DB = BENCH MARK DISK
 AJ1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1040_STAMPING: Y 62 1919 ELEV 691.318 FT
 AJ1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1040+STABILITY: SURFACE MOTION
 AJ1040
 AJ1040  HISTORY     - Date     Condition        Report By
 AJ1040  HISTORY     - 1919     MONUMENTED       CGS
 AJ1040  HISTORY     - 1957     GOOD             NGS
 AJ1040
 AJ1040                          STATION DESCRIPTION
 AJ1040
 AJ1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1040'7.6 MI NW FROM WEBB.
 AJ1040'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1040'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ1040'GRADED DIRT ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 AJ1040'THENCE 2.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 AJ1040'NORTHWEST ALONG A PRIVATE ROAD, 77 FEET NORTHEAST OF THE NORTHEAST
 AJ1040'CORNER OF THE OLD TAJONE RANCH HOUSE, 5.4 FEET EAST OF A POWER POLE, 6
 AJ1040'FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AJ1040'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1146 ***********************************************************************
 AB1146  DESIGNATION -  Y 620
 AB1146  PID         -  AB1146
 AB1146  STATE/COUNTY-  TX/KENEDY
 AB1146  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1146
 AB1146                         *CURRENT SURVEY CONTROL
 AB1146  ___________________________________________________________________
 AB1146* NAD 83(1986)-  26 37 20.     (N)    097 54 27.     (W)     SCALED    
 AB1146* NAVD 88     -        12.495  (meters)      40.99   (feet)  ADJUSTED  
 AB1146  ___________________________________________________________________
 AB1146  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AB1146  DYNAMIC HT  -          12.475 (meters)      40.93  (feet)  COMP
 AB1146  MODELED GRAV-     979,050.3   (mgal)                       NAVD 88
 AB1146
 AB1146  VERT ORDER  -  SECOND    CLASS 0
 AB1146
 AB1146.The horizontal coordinates were scaled from a topographic map and have
 AB1146.an estimated accuracy of +/- 6 seconds.
 AB1146
 AB1146.The orthometric height was determined by differential leveling
 AB1146.and adjusted by the National Geodetic Survey in June 1991..
 AB1146
 AB1146.The geoid height was determined by GEOID03.
 AB1146
 AB1146.The dynamic height is computed by dividing the NAVD 88
 AB1146.geopotential number by the normal gravity value computed on the
 AB1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1146.degrees latitude (g = 980.6199 gals.).
 AB1146
 AB1146.The modeled gravity was interpolated from observed gravity values.
 AB1146
 AB1146;                    North         East    Units  Estimated Accuracy
 AB1146;SPC TX S     - 5,106,010.      359,000.      MT  (+/- 180 meters Scaled)
 AB1146
 AB1146                          SUPERSEDED SURVEY CONTROL
 AB1146
 AB1146  NGVD 29 (??/??/92)   12.584  (m)           41.29   (f) ADJ UNCH    2 0
 AB1146
 AB1146.Superseded values are not recommended for survey control.
 AB1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1146.See file dsdata.txt to determine how the superseded data were derived.
 AB1146
 AB1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ087450(NAD 83)
 AB1146_MARKER: DB = BENCH MARK DISK
 AB1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1146_STAMPING: Y 620 1942
 AB1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1146+STABILITY: SURFACE MOTION
 AB1146
 AB1146  HISTORY     - Date     Condition        Report By
 AB1146  HISTORY     - 1942     MONUMENTED       CGS
 AB1146  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AB1146
 AB1146                          STATION DESCRIPTION
 AB1146
 AB1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1146'15.3 MI NW FROM RAYMONDVILLE.
 AB1146'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1146'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1146'NORTHERLY 2.5 MILES THENCE WESTERLY 1.MILE, THENCE NORTHERLY 0.6 MILE,
 AB1146'THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 8. MILES ALONG RANCH
 AB1146'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS  ABOUT 3.9 MILES
 AB1146'NORTHWEST OF LA TORDILLA RANCH HOUSE ON ROAD LEADING TO SANTA FE
 AB1146'SCHOOL AND 12. FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS ROAD.
 AB1146'IT IS 8. FEET EAST OF A SMALL MESQUITE TREE AND 3. FEET SOUTH OF
 AB1146'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AB1146
 AB1146                          STATION RECOVERY (2004)
 AB1146
 AB1146'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0370 ***********************************************************************
 AJ0370  DESIGNATION -  Y 621
 AJ0370  PID         -  AJ0370
 AJ0370  STATE/COUNTY-  TX/DUVAL
 AJ0370  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0370
 AJ0370                         *CURRENT SURVEY CONTROL
 AJ0370  ___________________________________________________________________
 AJ0370* NAD 83(1986)-  27 26 29.     (N)    098 24 26.     (W)     SCALED    
 AJ0370* NAVD 88     -       105.747  (meters)     346.94   (feet)  ADJUSTED  
 AJ0370  ___________________________________________________________________
 AJ0370  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AJ0370  DYNAMIC HT  -         105.580 (meters)     346.39  (feet)  COMP
 AJ0370  MODELED GRAV-     979,069.2   (mgal)                       NAVD 88
 AJ0370
 AJ0370  VERT ORDER  -  SECOND    CLASS 0
 AJ0370
 AJ0370.The horizontal coordinates were scaled from a topographic map and have
 AJ0370.an estimated accuracy of +/- 6 seconds.
 AJ0370
 AJ0370.The orthometric height was determined by differential leveling
 AJ0370.and adjusted by the National Geodetic Survey in June 1991..
 AJ0370
 AJ0370.The geoid height was determined by GEOID03.
 AJ0370
 AJ0370.The dynamic height is computed by dividing the NAVD 88
 AJ0370.geopotential number by the normal gravity value computed on the
 AJ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0370.degrees latitude (g = 980.6199 gals.).
 AJ0370
 AJ0370.The modeled gravity was interpolated from observed gravity values.
 AJ0370
 AJ0370;                    North         East    Units  Estimated Accuracy
 AJ0370;SPC TX S     - 5,196,630.      309,170.      MT  (+/- 180 meters Scaled)
 AJ0370
 AJ0370                          SUPERSEDED SURVEY CONTROL
 AJ0370
 AJ0370  NGVD 29 (??/??/92)  105.832  (m)          347.22   (f) ADJ UNCH    2 0
 AJ0370
 AJ0370.Superseded values are not recommended for survey control.
 AJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0370.See file dsdata.txt to determine how the superseded data were derived.
 AJ0370
 AJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR585354(NAD 83)
 AJ0370_MARKER: DB = BENCH MARK DISK
 AJ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0370_STAMPING: Y 621 1942
 AJ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0370+STABILITY: SURFACE MOTION
 AJ0370
 AJ0370  HISTORY     - Date     Condition        Report By
 AJ0370  HISTORY     - 1942     MONUMENTED       CGS
 AJ0370  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0370
 AJ0370                          STATION DESCRIPTION
 AJ0370
 AJ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0370'12.8 MI S FROM BENAVIDES.
 AJ0370'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0370'BENAVIDES-- PROCEED 11.6 MILES SOUTHERLY TO CURVE IN HIGHWAY NO. 339.
 AJ0370'THENCE, GO 0.5 MILE WEST ALONG DIRT ROAD TO CURVE.  THENCE GO 0.7 MILE
 AJ0370'SOUTH ALONG DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2
 AJ0370'MILE NORTH OF INTERSECTION OF LANE LEADING TO FARM HOUSE, 21.0 FEET
 AJ0370'EAST OF THE CENTERLINE OF THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH
 AJ0370'OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT EAST OF FENCE. THE
 AJ0370'MONUMENT PROJECTS 0.5 FOOT.
 AJ0370
 AJ0370                          STATION RECOVERY (1968)
 AJ0370
 AJ0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0505 ***********************************************************************
 AJ0505  DESIGNATION -  Y 622
 AJ0505  PID         -  AJ0505
 AJ0505  STATE/COUNTY-  TX/DUVAL
 AJ0505  USGS QUAD   -  REALITOS (1967)
 AJ0505
 AJ0505                         *CURRENT SURVEY CONTROL
 AJ0505  ___________________________________________________________________
 AJ0505* NAD 83(1986)-  27 25 43.     (N)    098 30 01.     (W)     SCALED    
 AJ0505* NAVD 88     -       128.494  (meters)     421.57   (feet)  ADJUSTED  
 AJ0505  ___________________________________________________________________
 AJ0505  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AJ0505  DYNAMIC HT  -         128.290 (meters)     420.90  (feet)  COMP
 AJ0505  MODELED GRAV-     979,060.3   (mgal)                       NAVD 88
 AJ0505
 AJ0505  VERT ORDER  -  SECOND    CLASS 0
 AJ0505
 AJ0505.The horizontal coordinates were scaled from a topographic map and have
 AJ0505.an estimated accuracy of +/- 6 seconds.
 AJ0505
 AJ0505.The orthometric height was determined by differential leveling
 AJ0505.and adjusted by the National Geodetic Survey in June 1991..
 AJ0505
 AJ0505.The geoid height was determined by GEOID03.
 AJ0505
 AJ0505.The dynamic height is computed by dividing the NAVD 88
 AJ0505.geopotential number by the normal gravity value computed on the
 AJ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0505.degrees latitude (g = 980.6199 gals.).
 AJ0505
 AJ0505.The modeled gravity was interpolated from observed gravity values.
 AJ0505
 AJ0505;                    North         East    Units  Estimated Accuracy
 AJ0505;SPC TX S     - 5,195,210.      299,970.      MT  (+/- 180 meters Scaled)
 AJ0505
 AJ0505                          SUPERSEDED SURVEY CONTROL
 AJ0505
 AJ0505  NGVD 29 (??/??/92)  128.56   (m)          421.8    (f) COMPUTED    2 0
 AJ0505
 AJ0505.Superseded values are not recommended for survey control.
 AJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0505.See file dsdata.txt to determine how the superseded data were derived.
 AJ0505
 AJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR493340(NAD 83)
 AJ0505_MARKER: DB = BENCH MARK DISK
 AJ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0505_STAMPING: Y 622 1942
 AJ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0505+STABILITY: SURFACE MOTION
 AJ0505
 AJ0505  HISTORY     - Date     Condition        Report By
 AJ0505  HISTORY     - 1942     MONUMENTED       CGS
 AJ0505  HISTORY     - 1967     GOOD             USGS
 AJ0505
 AJ0505                          STATION DESCRIPTION
 AJ0505
 AJ0505'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AJ0505'3.0 MI SE FROM REALITOS.
 AJ0505'3.0 MILES SOUTHEAST ALONG A TRACK ROAD FROM REALITOS, FROM REALITOS GO
 AJ0505'1.2 MILES SOUTH ON STATE HIGHWAY 716, THENCE EAST 1.6 MILES ON TRACK
 AJ0505'ROAD.  0.1 MILE EAST OF FARM HOUSE 12 FEET SOUTH OF CENTERLINE OF ROAD
 AJ0505'AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK STAMPED Y 622 1942 AND
 AJ0505'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0322 ***********************************************************************
 AJ0322  DESIGNATION -  Y 623
 AJ0322  PID         -  AJ0322
 AJ0322  STATE/COUNTY-  TX/JIM WELLS
 AJ0322  USGS QUAD   -  PREMONT WEST (1963)
 AJ0322
 AJ0322                         *CURRENT SURVEY CONTROL
 AJ0322  ___________________________________________________________________
 AJ0322* NAD 83(1986)-  27 21 08.     (N)    098 10 07.     (W)     SCALED    
 AJ0322* NAVD 88     -        53.120  (meters)     174.28   (feet)  ADJUSTED  
 AJ0322  ___________________________________________________________________
 AJ0322  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AJ0322  DYNAMIC HT  -          53.036 (meters)     174.00  (feet)  COMP
 AJ0322  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 AJ0322
 AJ0322  VERT ORDER  -  SECOND    CLASS 0
 AJ0322
 AJ0322.The horizontal coordinates were scaled from a topographic map and have
 AJ0322.an estimated accuracy of +/- 6 seconds.
 AJ0322
 AJ0322.The orthometric height was determined by differential leveling
 AJ0322.and adjusted by the National Geodetic Survey in June 1991..
 AJ0322
 AJ0322.The geoid height was determined by GEOID03.
 AJ0322
 AJ0322.The dynamic height is computed by dividing the NAVD 88
 AJ0322.geopotential number by the normal gravity value computed on the
 AJ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0322.degrees latitude (g = 980.6199 gals.).
 AJ0322
 AJ0322.The modeled gravity was interpolated from observed gravity values.
 AJ0322
 AJ0322;                    North         East    Units  Estimated Accuracy
 AJ0322;SPC TX S     - 5,186,790.      332,790.      MT  (+/- 180 meters Scaled)
 AJ0322
 AJ0322                          SUPERSEDED SURVEY CONTROL
 AJ0322
 AJ0322  NGVD 29 (??/??/92)   53.23   (m)          174.6    (f) COMPUTED    2 0
 AJ0322
 AJ0322.Superseded values are not recommended for survey control.
 AJ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0322.See file dsdata.txt to determine how the superseded data were derived.
 AJ0322
 AJ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR822257(NAD 83)
 AJ0322_MARKER: DB = BENCH MARK DISK
 AJ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0322_STAMPING: Y 623 1942
 AJ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0322+STABILITY: SURFACE MOTION
 AJ0322
 AJ0322  HISTORY     - Date     Condition        Report By
 AJ0322  HISTORY     - 1942     MONUMENTED       CGS
 AJ0322  HISTORY     - 1963     GOOD             USGS
 AJ0322
 AJ0322                          STATION DESCRIPTION
 AJ0322
 AJ0322'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AJ0322'2.8 MI W FROM PREMONT.
 AJ0322'ABOUT 2.8 MILES WEST ALONG S.W. 7TH, STREET IN PREMONT, JIM WELLS
 AJ0322'COUNTY, FROM ITS INTERSECTION WITH U.S. 281.  27 FEET NORTH OF THE
 AJ0322'CENTER LINE OF THE ROAD, 9 FEET EAST OF A FENCE CORNER, IN THE
 AJ0322'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 623 1942 AND SET IN
 AJ0322'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0410 ***********************************************************************
 AJ0410  DESIGNATION -  Y 624
 AJ0410  PID         -  AJ0410
 AJ0410  STATE/COUNTY-  TX/BROOKS
 AJ0410  USGS QUAD   -  FALFURRIAS (1963)
 AJ0410
 AJ0410                         *CURRENT SURVEY CONTROL
 AJ0410  ___________________________________________________________________
 AJ0410* NAD 83(1986)-  27 11 16.     (N)    098 13 19.     (W)     SCALED    
 AJ0410* NAVD 88     -        48.566  (meters)     159.34   (feet)  ADJUSTED  
 AJ0410  ___________________________________________________________________
 AJ0410  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AJ0410  DYNAMIC HT  -          48.489 (meters)     159.08  (feet)  COMP
 AJ0410  MODELED GRAV-     979,061.4   (mgal)                       NAVD 88
 AJ0410
 AJ0410  VERT ORDER  -  SECOND    CLASS 0
 AJ0410
 AJ0410.The horizontal coordinates were scaled from a topographic map and have
 AJ0410.an estimated accuracy of +/- 6 seconds.
 AJ0410
 AJ0410.The orthometric height was determined by differential leveling
 AJ0410.and adjusted by the National Geodetic Survey in June 1991..
 AJ0410
 AJ0410.The geoid height was determined by GEOID03.
 AJ0410
 AJ0410.The dynamic height is computed by dividing the NAVD 88
 AJ0410.geopotential number by the normal gravity value computed on the
 AJ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0410.degrees latitude (g = 980.6199 gals.).
 AJ0410
 AJ0410.The modeled gravity was interpolated from observed gravity values.
 AJ0410
 AJ0410;                    North         East    Units  Estimated Accuracy
 AJ0410;SPC TX S     - 5,168,560.      327,550.      MT  (+/- 180 meters Scaled)
 AJ0410
 AJ0410                          SUPERSEDED SURVEY CONTROL
 AJ0410
 AJ0410  NGVD 29 (??/??/92)   48.66   (m)          159.6    (f) COMPUTED    2 0
 AJ0410
 AJ0410.Superseded values are not recommended for survey control.
 AJ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0410.See file dsdata.txt to determine how the superseded data were derived.
 AJ0410
 AJ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR770074(NAD 83)
 AJ0410_MARKER: DB = BENCH MARK DISK
 AJ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0410_STAMPING: Y 624 1942
 AJ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0410+STABILITY: SURFACE MOTION
 AJ0410
 AJ0410  HISTORY     - Date     Condition        Report By
 AJ0410  HISTORY     - 1942     MONUMENTED       CGS
 AJ0410
 AJ0410                          STATION DESCRIPTION
 AJ0410
 AJ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0410'7.0 MI SW FROM FALFURRIAS.
 AJ0410'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILE
 AJ0410'SOUTH ALONG STATE HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AJ0410'WEST.  THENCE GO 2.6 MILES SOUTHWESTERLY ALONG ROAD TO INTERSECTION OF
 AJ0410'EAST-WEST ROAD.  THENCE, GO 4.0 MILES WESTERLY ALONG THE ROAD TO THE
 AJ0410'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE WEST OF A
 AJ0410'WINDMILL, ABOUT 0.1 MILE EAST OF A FENCE CORNER AND 27.0 FEET NORTH OF
 AJ0410'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET
 AJ0410'EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF FENCE. THE
 AJ0410'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0411 ***********************************************************************
 AJ0411  DESIGNATION -  Y 624 RESET 1955
 AJ0411  PID         -  AJ0411
 AJ0411  STATE/COUNTY-  TX/BROOKS
 AJ0411  USGS QUAD   -  FALFURRIAS (1963)
 AJ0411
 AJ0411                         *CURRENT SURVEY CONTROL
 AJ0411  ___________________________________________________________________
 AJ0411* NAD 83(1986)-  27 11 16.     (N)    098 13 19.     (W)     SCALED    
 AJ0411* NAVD 88     -        48.63   (meters)     159.5    (feet)  RESET     
 AJ0411  ___________________________________________________________________
 AJ0411  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AJ0411
 AJ0411  VERT ORDER  -  THIRD
 AJ0411
 AJ0411.The horizontal coordinates were scaled from a topographic map and have
 AJ0411.an estimated accuracy of +/- 6 seconds.
 AJ0411
 AJ0411.The orthometric height was computed from unverified reset data.
 AJ0411
 AJ0411.The geoid height was determined by GEOID03.
 AJ0411
 AJ0411;                    North         East    Units  Estimated Accuracy
 AJ0411;SPC TX S     - 5,168,560.      327,550.      MT  (+/- 180 meters Scaled)
 AJ0411
 AJ0411                          SUPERSEDED SURVEY CONTROL
 AJ0411
 AJ0411.No superseded survey control is available for this station.
 AJ0411
 AJ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR770074(NAD 83)
 AJ0411_MARKER: DB = BENCH MARK DISK
 AJ0411_SETTING: 0 = UNSPECIFIED SETTING
 AJ0411_STAMPING: Y 624 RESET 1955
 AJ0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0411
 AJ0411  HISTORY     - Date     Condition        Report By
 AJ0411  HISTORY     - 1955     MONUMENTED       CGS
 AJ0411  HISTORY     - 1962     GOOD             USGS
 AJ0411
 AJ0411                          STATION DESCRIPTION
 AJ0411
 AJ0411'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ0411'7.0 MI SW FROM FALFURRIAS.
 AJ0411'FROM COURTHOUSE AT FALFURRIAS, BROOKS COUNTY, TWO BLOCKS SOUTH THENCE
 AJ0411'0.7 MILE WEST ON BLUCHER ST., THENCE 2.1 MILES SOUTH ON PAVED ROAD,
 AJ0411'THENCE 3.3 MILES WEST ON A PAVED ROAD.  760 FEET WEST OF FENCELINE
 AJ0411'NORTH, 40 FEET NORTH CENTERLINE OF ROAD ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0431 ***********************************************************************
 AJ0431  DESIGNATION -  Y 625
 AJ0431  PID         -  AJ0431
 AJ0431  STATE/COUNTY-  TX/BROOKS
 AJ0431  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0431
 AJ0431                         *CURRENT SURVEY CONTROL
 AJ0431  ___________________________________________________________________
 AJ0431* NAD 83(1986)-  27 09 53.     (N)    098 28 37.     (W)     SCALED    
 AJ0431* NAVD 88     -       112.144  (meters)     367.93   (feet)  ADJUSTED  
 AJ0431  ___________________________________________________________________
 AJ0431  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AJ0431  DYNAMIC HT  -         111.964 (meters)     367.34  (feet)  COMP
 AJ0431  MODELED GRAV-     979,047.9   (mgal)                       NAVD 88
 AJ0431
 AJ0431  VERT ORDER  -  SECOND    CLASS 0
 AJ0431
 AJ0431.The horizontal coordinates were scaled from a topographic map and have
 AJ0431.an estimated accuracy of +/- 6 seconds.
 AJ0431
 AJ0431.The orthometric height was determined by differential leveling
 AJ0431.and adjusted by the National Geodetic Survey in June 1991..
 AJ0431
 AJ0431.The geoid height was determined by GEOID03.
 AJ0431
 AJ0431.The dynamic height is computed by dividing the NAVD 88
 AJ0431.geopotential number by the normal gravity value computed on the
 AJ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0431.degrees latitude (g = 980.6199 gals.).
 AJ0431
 AJ0431.The modeled gravity was interpolated from observed gravity values.
 AJ0431
 AJ0431;                    North         East    Units  Estimated Accuracy
 AJ0431;SPC TX S     - 5,165,970.      302,290.      MT  (+/- 180 meters Scaled)
 AJ0431
 AJ0431                          SUPERSEDED SURVEY CONTROL
 AJ0431
 AJ0431  NGVD 29 (??/??/92)  112.204  (m)          368.12   (f) ADJ UNCH    2 0
 AJ0431
 AJ0431.Superseded values are not recommended for survey control.
 AJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0431.See file dsdata.txt to determine how the superseded data were derived.
 AJ0431
 AJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR518047(NAD 83)
 AJ0431_MARKER: DB = BENCH MARK DISK
 AJ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0431_STAMPING: Y 625 1942
 AJ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0431+STABILITY: SURFACE MOTION
 AJ0431
 AJ0431  HISTORY     - Date     Condition        Report By
 AJ0431  HISTORY     - 1942     MONUMENTED       CGS
 AJ0431
 AJ0431                          STATION DESCRIPTION
 AJ0431
 AJ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0431'19.8 MI SE FROM HEBBRONVILLE.
 AJ0431'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0431'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTIVISTA TO
 AJ0431'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 10.6 MILES EASTERLY
 AJ0431'ALONG THE ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 18.0 FEET
 AJ0431'SOUTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF GATE ACROSS THE
 AJ0431'ROAD, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AJ0431'EAST OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0450 ***********************************************************************
 AJ0450  DESIGNATION -  Y 626
 AJ0450  PID         -  AJ0450
 AJ0450  STATE/COUNTY-  TX/BROOKS
 AJ0450  USGS QUAD   -  PALOMAS RANCH SW (1968)
 AJ0450
 AJ0450                         *CURRENT SURVEY CONTROL
 AJ0450  ___________________________________________________________________
 AJ0450* NAD 83(1986)-  27 06 55.     (N)    098 25 25.     (W)     SCALED    
 AJ0450* NAVD 88     -       103.600  (meters)     339.89   (feet)  ADJUSTED  
 AJ0450  ___________________________________________________________________
 AJ0450  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AJ0450  DYNAMIC HT  -         103.434 (meters)     339.35  (feet)  COMP
 AJ0450  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 AJ0450
 AJ0450  VERT ORDER  -  SECOND    CLASS 0
 AJ0450
 AJ0450.The horizontal coordinates were scaled from a topographic map and have
 AJ0450.an estimated accuracy of +/- 6 seconds.
 AJ0450
 AJ0450.The orthometric height was determined by differential leveling
 AJ0450.and adjusted by the National Geodetic Survey in June 1991..
 AJ0450
 AJ0450.The geoid height was determined by GEOID03.
 AJ0450
 AJ0450.The dynamic height is computed by dividing the NAVD 88
 AJ0450.geopotential number by the normal gravity value computed on the
 AJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0450.degrees latitude (g = 980.6199 gals.).
 AJ0450
 AJ0450.The modeled gravity was interpolated from observed gravity values.
 AJ0450
 AJ0450;                    North         East    Units  Estimated Accuracy
 AJ0450;SPC TX S     - 5,160,500.      307,570.      MT  (+/- 180 meters Scaled)
 AJ0450
 AJ0450                          SUPERSEDED SURVEY CONTROL
 AJ0450
 AJ0450  NGVD 29 (??/??/92)  103.664  (m)          340.10   (f) ADJ UNCH    2 0
 AJ0450
 AJ0450.Superseded values are not recommended for survey control.
 AJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0450.See file dsdata.txt to determine how the superseded data were derived.
 AJ0450
 AJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ571993(NAD 83)
 AJ0450_MARKER: DB = BENCH MARK DISK
 AJ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0450_STAMPING: Y 626 1942
 AJ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0450+STABILITY: SURFACE MOTION
 AJ0450
 AJ0450  HISTORY     - Date     Condition        Report By
 AJ0450  HISTORY     - 1942     MONUMENTED       CGS
 AJ0450
 AJ0450                          STATION DESCRIPTION
 AJ0450
 AJ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0450'9.1 MI NE FROM ALTAVISTA.
 AJ0450'TO REACH FROM THE W.W.JONES RANCH HOUSE AT ALTAVISTA-- PROCEED 9.1
 AJ0450'MILES NORTHEASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AJ0450'BENCH MARK IS 15.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0450'CENTERLINE OF THE ROAD, 45.0 FEET SOUTH OF A ROW OF MESQUITE TREES AND
 AJ0450'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AJ0450'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0114 ***********************************************************************
 AE0114  DESIGNATION -  Y 628
 AE0114  PID         -  AE0114
 AE0114  STATE/COUNTY-  TX/JIM HOGG
 AE0114  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0114
 AE0114                         *CURRENT SURVEY CONTROL
 AE0114  ___________________________________________________________________
 AE0114* NAD 83(1986)-  26 56 09.     (N)    098 27 41.     (W)     SCALED    
 AE0114* NAVD 88     -        91.603  (meters)     300.53   (feet)  ADJUSTED  
 AE0114  ___________________________________________________________________
 AE0114  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AE0114  DYNAMIC HT  -          91.455 (meters)     300.05  (feet)  COMP
 AE0114  MODELED GRAV-     979,029.2   (mgal)                       NAVD 88
 AE0114
 AE0114  VERT ORDER  -  SECOND    CLASS 0
 AE0114
 AE0114.The horizontal coordinates were scaled from a topographic map and have
 AE0114.an estimated accuracy of +/- 6 seconds.
 AE0114
 AE0114.The orthometric height was determined by differential leveling
 AE0114.and adjusted by the National Geodetic Survey in June 1991..
 AE0114
 AE0114.The geoid height was determined by GEOID03.
 AE0114
 AE0114.The dynamic height is computed by dividing the NAVD 88
 AE0114.geopotential number by the normal gravity value computed on the
 AE0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0114.degrees latitude (g = 980.6199 gals.).
 AE0114
 AE0114.The modeled gravity was interpolated from observed gravity values.
 AE0114
 AE0114;                    North         East    Units  Estimated Accuracy
 AE0114;SPC TX S     - 5,140,610.      303,830.      MT  (+/- 180 meters Scaled)
 AE0114
 AE0114                          SUPERSEDED SURVEY CONTROL
 AE0114
 AE0114  NGVD 29 (??/??/92)   91.655  (m)          300.70   (f) ADJ UNCH    2 0
 AE0114
 AE0114.Superseded values are not recommended for survey control.
 AE0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0114.See file dsdata.txt to determine how the superseded data were derived.
 AE0114
 AE0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ534794(NAD 83)
 AE0114_MARKER: DB = BENCH MARK DISK
 AE0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0114_STAMPING: Y 628 1942
 AE0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0114+STABILITY: SURFACE MOTION
 AE0114
 AE0114  HISTORY     - Date     Condition        Report By
 AE0114  HISTORY     - 1942     MONUMENTED       CGS
 AE0114
 AE0114                          STATION DESCRIPTION
 AE0114
 AE0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0114'9.5 MI SE FROM ALTAVISTA.
 AE0114'TO REACH FROM THE ALTAVISTA POST OFFICE AT W.W. JONES RANCH HOUSE--
 AE0114'PROCEED 5.4 MILES SOUTHERLY ALONG ROAD TO INTERSECTION OF ROAD LEADING
 AE0114'EAST.  THENCE, GO 4.1 MILES EASTERLY ALONG TRACK ROAD TO THE SITE OF
 AE0114'THE BENCH MARK.  BENCH MARK IS 12.0 FEET EAST OF AND ABOUT THE SAME
 AE0114'ELEVATION AS THE CENTERLINE OF GATE ACROSS THE ROAD, 12.0 FEET EAST OF
 AE0114'A FENCE CORNER AND 1.0 FOOT SOUTH OF FENCE.  IT IS 2.0 FEET WEST OF A
 AE0114'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0041 ***********************************************************************
 AE0041  DESIGNATION -  Y 629 RESET 1950
 AE0041  PID         -  AE0041
 AE0041  STATE/COUNTY-  TX/STARR
 AE0041  USGS QUAD   -  SAN ISIDRO (1993)
 AE0041
 AE0041                         *CURRENT SURVEY CONTROL
 AE0041  ___________________________________________________________________
 AE0041* NAD 83(1986)-  26 42 15.     (N)    098 24 30.     (W)     SCALED    
 AE0041* NAVD 88     -        77.39   (meters)     253.9    (feet)  RESET     
 AE0041  ___________________________________________________________________
 AE0041  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AE0041
 AE0041  VERT ORDER  -  THIRD
 AE0041
 AE0041.The horizontal coordinates were scaled from a topographic map and have
 AE0041.an estimated accuracy of +/- 6 seconds.
 AE0041
 AE0041.The orthometric height was computed from unverified reset data.
 AE0041
 AE0041.The geoid height was determined by GEOID03.
 AE0041
 AE0041;                    North         East    Units  Estimated Accuracy
 AE0041;SPC TX S     - 5,114,950.      309,120.      MT  (+/- 180 meters Scaled)
 AE0041
 AE0041                          SUPERSEDED SURVEY CONTROL
 AE0041
 AE0041.No superseded survey control is available for this station.
 AE0041
 AE0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ588538(NAD 83)
 AE0041_MARKER: DB = BENCH MARK DISK
 AE0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0041_SP_SET: CONCRETE MONUMENT
 AE0041_STAMPING: Y 629 RESET 1950
 AE0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0041
 AE0041  HISTORY     - Date     Condition        Report By
 AE0041  HISTORY     - 1950     MONUMENTED       CGS
 AE0041  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0041
 AE0041                          STATION DESCRIPTION
 AE0041
 AE0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AE0041'7.6 MI E FROM LA GLORIA.
 AE0041'TO REACH FROM INTERSECTION OF F.M. ROADS 755 AND 1017 AT LA GLORIA, GO
 AE0041'7.6 MILES E. ON 1017 TO B. AGUILARS CASH GROCERY MARKET ON S. SIDE OF
 AE0041'ROAD AND BENCH MARK ON N. SIDE OF ROAD.  BENCH MARK IS 1.0 FT. N. OF
 AE0041'N. RIGHT OF WAY, 10 FT. S. OF 4X4 INCH WHITE WOODEN WITNESS POST. MARK
 AE0041'PROJECTS 3 INCHES.
 AE0041
 AE0041                          STATION RECOVERY (1972)
 AE0041
 AE0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0413 ***********************************************************************
 AO0413  DESIGNATION -  Y 63
 AO0413  PID         -  AO0413
 AO0413  STATE/COUNTY-  TX/DIMMIT
 AO0413  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0413
 AO0413                         *CURRENT SURVEY CONTROL
 AO0413  ___________________________________________________________________
 AO0413* NAD 83(1986)-  28 31 17.     (N)    099 51 37.     (W)     SCALED    
 AO0413* NAVD 88     -       185.296  (meters)     607.93   (feet)  POSTED    
 AO0413  ___________________________________________________________________
 AO0413  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AO0413  DYNAMIC HT  -         185.020 (meters)     607.02  (feet)  COMP
 AO0413  MODELED GRAV-     979,139.9   (mgal)                       NAVD 88
 AO0413
 AO0413  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0413
 AO0413.The horizontal coordinates were scaled from a topographic map and have
 AO0413.an estimated accuracy of +/- 6 seconds.
 AO0413
 AO0413.The orthometric height was determined by differential leveling
 AO0413.and adjusted by the National Geodetic Survey in 1992..
 AO0413.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0413.rate of 1.1 thru 2.0 mm/km.
 AO0413
 AO0413.The geoid height was determined by GEOID03.
 AO0413
 AO0413.The dynamic height is computed by dividing the NAVD 88
 AO0413.geopotential number by the normal gravity value computed on the
 AO0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0413.degrees latitude (g = 980.6199 gals.).
 AO0413
 AO0413.The modeled gravity was interpolated from observed gravity values.
 AO0413
 AO0413;                    North         East    Units  Estimated Accuracy
 AO0413;SPC TXSC     - 4,076,570.      515,800.      MT  (+/- 180 meters Scaled)
 AO0413
 AO0413                          SUPERSEDED SURVEY CONTROL
 AO0413
 AO0413  NGVD 29 (??/??/92)  185.22   (m)          607.7    (f) COMPUTED    1 2
 AO0413
 AO0413.Superseded values are not recommended for survey control.
 AO0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0413.See file dsdata.txt to determine how the superseded data were derived.
 AO0413
 AO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS158552(NAD 83)
 AO0413_MARKER: DB = BENCH MARK DISK
 AO0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0413_SP_SET: BUILDING
 AO0413_STAMPING: Y 63 1919 ELEV 607.906 FT
 AO0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0413
 AO0413  HISTORY     - Date     Condition        Report By
 AO0413  HISTORY     - 1919     MONUMENTED       CGS
 AO0413  HISTORY     - 1957     MARK NOT FOUND   NGS
 AO0413  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 AO0413
 AO0413                          STATION DESCRIPTION
 AO0413
 AO0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0413'IN CARRIZO SPRINGS.
 AO0413'AT CARRIZO SPRINGS, DIMMIT COUNTY, IN THE SOUTHEAST CORNER OF THE BANK
 AO0413'BUILDING OWNED BY MR. GOODMAN OF CARRIZO SPRINGS.  A STANDARD DISK.
 AO0413'NOTE-- IT WAS PROBABLY COVERED WITH STUCCO WHEN THE BANK BUILDING WAS
 AO0413'REMODELED.
 AO0413
 AO0413                          STATION RECOVERY (1997)
 AO0413
 AO0413'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0159 ***********************************************************************
 AE0159  DESIGNATION -  Y 630
 AE0159  PID         -  AE0159
 AE0159  STATE/COUNTY-  TX/HIDALGO
 AE0159  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0159
 AE0159                         *CURRENT SURVEY CONTROL
 AE0159  ___________________________________________________________________
 AE0159* NAD 83(1986)-  26 36 18.     (N)    098 18 46.     (W)     SCALED    
 AE0159* NAVD 88     -        56.312  (meters)     184.75   (feet)  ADJUSTED  
 AE0159  ___________________________________________________________________
 AE0159  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AE0159  DYNAMIC HT  -          56.221 (meters)     184.45  (feet)  COMP
 AE0159  MODELED GRAV-     979,023.1   (mgal)                       NAVD 88
 AE0159
 AE0159  VERT ORDER  -  SECOND    CLASS 0
 AE0159
 AE0159.The horizontal coordinates were scaled from a topographic map and have
 AE0159.an estimated accuracy of +/- 6 seconds.
 AE0159
 AE0159.The orthometric height was determined by differential leveling
 AE0159.and adjusted by the National Geodetic Survey in June 1991..
 AE0159
 AE0159.The geoid height was determined by GEOID03.
 AE0159
 AE0159.The dynamic height is computed by dividing the NAVD 88
 AE0159.geopotential number by the normal gravity value computed on the
 AE0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0159.degrees latitude (g = 980.6199 gals.).
 AE0159
 AE0159.The modeled gravity was interpolated from observed gravity values.
 AE0159
 AE0159;                    North         East    Units  Estimated Accuracy
 AE0159;SPC TX S     - 5,103,970.      318,650.      MT  (+/- 180 meters Scaled)
 AE0159
 AE0159                          SUPERSEDED SURVEY CONTROL
 AE0159
 AE0159  NGVD 29 (??/??/92)   56.405  (m)          185.06   (f) ADJ UNCH    2 0
 AE0159
 AE0159.Superseded values are not recommended for survey control.
 AE0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0159.See file dsdata.txt to determine how the superseded data were derived.
 AE0159
 AE0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ684428(NAD 83)
 AE0159_MARKER: DB = BENCH MARK DISK
 AE0159_SETTING: 66 = SET IN ROCK OUTCROP
 AE0159_SP_SET: ROCK OUTCROP
 AE0159_STAMPING: Y 630 1942
 AE0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0159+STABILITY: POSITION/ELEVATION WELL
 AE0159
 AE0159  HISTORY     - Date     Condition        Report By
 AE0159  HISTORY     - 1942     MONUMENTED       CGS
 AE0159  HISTORY     - 1959     GOOD             NGS
 AE0159  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0159  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0159
 AE0159                          STATION DESCRIPTION
 AE0159
 AE0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE0159'11.7 MI NW FROM LINN.
 AE0159'11.7 MILES NORTHWEST ALONG FARM-TO-MARKET ROAD 1017 FROM THE TEXAS AND
 AE0159'NEW ORLEANS RAILROAD STATION AT LINN, HIDALGO COUNTY, 1.1 MILES SOUTH
 AE0159'ALONG A ROAD.  27 FEET WEST OF THE CENTERLINE OF THE ROAD, 6 FEET WEST
 AE0159'OF A FENCE, IN THE TOP OF A 3-BY-4 FOOT ROCK OUTCROP PROJECTING 0.5
 AE0159'FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AE0159'STAMPED Y 630 1942.  NOTE-- THE ROAD LEADING SOUTH PAST K 630 HAS BEEN
 AE0159'CLOSED BY COURT ORDER, HOWEVER, IT IS STILL FENCED WITH GATES LOCKED
 AE0159'AT EACH END.
 AE0159
 AE0159                          STATION RECOVERY (1962)
 AE0159
 AE0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0159'MARK NOT FOUND.
 AE0159
 AE0159                          STATION RECOVERY (1992)
 AE0159
 AE0159'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0545 ***********************************************************************
 AH0545  DESIGNATION -  Y 632
 AH0545  PID         -  AH0545
 AH0545  STATE/COUNTY-  TX/KLEBERG
 AH0545  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0545
 AH0545                         *CURRENT SURVEY CONTROL
 AH0545  ___________________________________________________________________
 AH0545* NAD 83(1986)-  27 25 08.     (N)    097 36 30.     (W)     SCALED    
 AH0545* NAVD 88     -         7.542  (meters)      24.74   (feet)  ADJUSTED  
 AH0545  ___________________________________________________________________
 AH0545  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AH0545  DYNAMIC HT  -           7.530 (meters)      24.70  (feet)  COMP
 AH0545  MODELED GRAV-     979,106.5   (mgal)                       NAVD 88
 AH0545
 AH0545  VERT ORDER  -  SECOND    CLASS 0
 AH0545
 AH0545.The horizontal coordinates were scaled from a topographic map and have
 AH0545.an estimated accuracy of +/- 6 seconds.
 AH0545
 AH0545.The orthometric height was determined by differential leveling
 AH0545.and adjusted by the National Geodetic Survey in June 1991..
 AH0545
 AH0545.The geoid height was determined by GEOID03.
 AH0545
 AH0545.The dynamic height is computed by dividing the NAVD 88
 AH0545.geopotential number by the normal gravity value computed on the
 AH0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0545.degrees latitude (g = 980.6199 gals.).
 AH0545
 AH0545.The modeled gravity was interpolated from observed gravity values.
 AH0545
 AH0545;                    North         East    Units  Estimated Accuracy
 AH0545;SPC TX S     - 5,194,450.      388,160.      MT  (+/- 180 meters Scaled)
 AH0545
 AH0545                          SUPERSEDED SURVEY CONTROL
 AH0545
 AH0545  NGVD 29 (??/??/92)    7.672  (m)           25.17   (f) ADJ UNCH    2 0
 AH0545
 AH0545.Superseded values are not recommended for survey control.
 AH0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0545.See file dsdata.txt to determine how the superseded data were derived.
 AH0545
 AH0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR375336(NAD 83)
 AH0545_MARKER: DB = BENCH MARK DISK
 AH0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0545_STAMPING: Y 632 1942
 AH0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0545+STABILITY: SURFACE MOTION
 AH0545
 AH0545  HISTORY     - Date     Condition        Report By
 AH0545  HISTORY     - 1942     MONUMENTED       CGS
 AH0545  HISTORY     - 1949     GOOD             NGS
 AH0545
 AH0545                          STATION DESCRIPTION
 AH0545
 AH0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0545'11.9 MI SW FROM LAURELES RANCH.
 AH0545'LOCATED ON KING RANCH, 11.9 MILES SW OF LAURELES RANCH HEADQUARTERS.
 AH0545'TO REACH FROM LAURELES RANCH HEADQUARTERS, PROCEED 3.0 MILES W ON
 AH0545'ASPHALT ROAD TO Y INTERSECTION, TURN S ON GRADED ROAD AND GO 4.7 MILES
 AH0545'TO FORK IN ROAD, TURN RIGHT AT FORK AND GO 2.0 MILES TO A GATE IN N-S
 AH0545'FENCE, PASS THROUGH GATE AND CONTINUE 2.6 MILES SOUTHERLY ALONG TRACK
 AH0545'ROAD ON W SIDE OF FENCE TO VICINITY OF MARK.  ABOUT 0.9 MILES N OF
 AH0545'JABONCILLES RANCH BUILDINGS, 24 FT. W OF CENTERLINE OF TRACK ROAD AND
 AH0545'3 FT. SOUTH OF A WITNESS POST.  STANDARD DISK STAMPED Y 632 1942 SET
 AH0545'IN TOP OF A 6X6 INCH CONCRETE MONUMENT PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0928 ***********************************************************************
 AH0928  DESIGNATION -  Y 633
 AH0928  PID         -  AH0928
 AH0928  STATE/COUNTY-  TX/KLEBERG
 AH0928  USGS QUAD   -  LAURELES RANCH (1975)
 AH0928
 AH0928                         *CURRENT SURVEY CONTROL
 AH0928  ___________________________________________________________________
 AH0928* NAD 83(1986)-  27 32 09.     (N)    097 30 17.     (W)     SCALED    
 AH0928* NAVD 88     -         8.976  (meters)      29.45   (feet)  ADJUSTED  
 AH0928  ___________________________________________________________________
 AH0928  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AH0928  DYNAMIC HT  -           8.962 (meters)      29.40  (feet)  COMP
 AH0928  MODELED GRAV-     979,115.8   (mgal)                       NAVD 88
 AH0928
 AH0928  VERT ORDER  -  SECOND    CLASS 0
 AH0928
 AH0928.The horizontal coordinates were scaled from a topographic map and have
 AH0928.an estimated accuracy of +/- 6 seconds.
 AH0928
 AH0928.The orthometric height was determined by differential leveling
 AH0928.and adjusted by the National Geodetic Survey in June 1991..
 AH0928
 AH0928.The geoid height was determined by GEOID03.
 AH0928
 AH0928.The dynamic height is computed by dividing the NAVD 88
 AH0928.geopotential number by the normal gravity value computed on the
 AH0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0928.degrees latitude (g = 980.6199 gals.).
 AH0928
 AH0928.The modeled gravity was interpolated from observed gravity values.
 AH0928
 AH0928;                    North         East    Units  Estimated Accuracy
 AH0928;SPC TX S     - 5,207,480.      398,310.      MT  (+/- 180 meters Scaled)
 AH0928
 AH0928                          SUPERSEDED SURVEY CONTROL
 AH0928
 AH0928  NGVD 29 (??/??/92)    9.103  (m)           29.87   (f) ADJ UNCH    2 0
 AH0928
 AH0928.Superseded values are not recommended for survey control.
 AH0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0928.See file dsdata.txt to determine how the superseded data were derived.
 AH0928
 AH0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR476466(NAD 83)
 AH0928_MARKER: DB = BENCH MARK DISK
 AH0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0928_STAMPING: Y 633 1942
 AH0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0928+STABILITY: SURFACE MOTION
 AH0928
 AH0928  HISTORY     - Date     Condition        Report By
 AH0928  HISTORY     - 1942     MONUMENTED       CGS
 AH0928  HISTORY     - 1949     GOOD             NGS
 AH0928  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0928
 AH0928                          STATION DESCRIPTION
 AH0928
 AH0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0928'0.8 MI ESE FROM LAURELES RANCH.
 AH0928'LOCATED ON THE KING RANCH 0.8 MI ESE OF LAURELES RANCH HOUSE, 42 FT.
 AH0928'NNE OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRADED ROAD
 AH0928'ONCE HAVING BLACK-TOP SURFACE.  0.1 MI SE OF A CURVE AND ROAD FORK AND
 AH0928'3 FT W. OF A 4 X 4-INCH WITNESS POST.  MARK IS A STANDARD DISK STAMPED
 AH0928'Y 633 1942, SET IN A 6 X 6-INCH CONCRETE MONUMENT PROJECTING 0.6 FT.
 AH0928
 AH0928                          STATION RECOVERY (1969)
 AH0928
 AH0928'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0560 ***********************************************************************
 AH0560  DESIGNATION -  Y 634
 AH0560  PID         -  AH0560
 AH0560  STATE/COUNTY-  TX/KLEBERG
 AH0560  USGS QUAD   -  RICARDO (1979)
 AH0560
 AH0560                         *CURRENT SURVEY CONTROL
 AH0560  ___________________________________________________________________
 AH0560* NAD 83(1986)-  27 26 42.     (N)    097 49 52.     (W)     SCALED    
 AH0560* NAVD 88     -        16.698  (meters)      54.78   (feet)  ADJUSTED  
 AH0560  ___________________________________________________________________
 AH0560  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AH0560  DYNAMIC HT  -          16.672 (meters)      54.70  (feet)  COMP
 AH0560  MODELED GRAV-     979,096.6   (mgal)                       NAVD 88
 AH0560
 AH0560  VERT ORDER  -  SECOND    CLASS 0
 AH0560
 AH0560.The horizontal coordinates were scaled from a topographic map and have
 AH0560.an estimated accuracy of +/- 6 seconds.
 AH0560
 AH0560.The orthometric height was determined by differential leveling
 AH0560.and adjusted by the National Geodetic Survey in June 1991..
 AH0560
 AH0560.The geoid height was determined by GEOID03.
 AH0560
 AH0560.The dynamic height is computed by dividing the NAVD 88
 AH0560.geopotential number by the normal gravity value computed on the
 AH0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0560.degrees latitude (g = 980.6199 gals.).
 AH0560
 AH0560.The modeled gravity was interpolated from observed gravity values.
 AH0560
 AH0560;                    North         East    Units  Estimated Accuracy
 AH0560;SPC TX S     - 5,197,200.      366,120.      MT  (+/- 180 meters Scaled)
 AH0560
 AH0560                          SUPERSEDED SURVEY CONTROL
 AH0560
 AH0560  NGVD 29 (??/??/92)   16.802  (m)           55.12   (f) ADJ UNCH    2 0
 AH0560
 AH0560.Superseded values are not recommended for survey control.
 AH0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0560.See file dsdata.txt to determine how the superseded data were derived.
 AH0560
 AH0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR155362(NAD 83)
 AH0560_MARKER: DB = BENCH MARK DISK
 AH0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0560_STAMPING: Y 634 1942
 AH0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0560+STABILITY: SURFACE MOTION
 AH0560
 AH0560  HISTORY     - Date     Condition        Report By
 AH0560  HISTORY     - 1942     MONUMENTED       CGS
 AH0560  HISTORY     - 1949     MARK NOT FOUND   NGS
 AH0560  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0560
 AH0560                          STATION DESCRIPTION
 AH0560
 AH0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0560'3.2 MI NE FROM RICARDO.
 AH0560'1.5 MILES NORTH ALONG U.S. HIGHWAY 77 FROM RICARDO, KLEBERG COUNTY,
 AH0560'THENCE 1.7 MILES EAST ALONG A DIRT ROAD.  AT THE SOUTHEAST CORNER OF A
 AH0560'CULTIVATED FIELD, AT THE SOUTHWEST CORNER OF A MESQUITE THICKET, 29
 AH0560'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 5 FEET
 AH0560'EAST OF A FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 AH0560'AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED Y 634 1942
 AH0560'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AH0560'GROUND.  NOTE-- IT WAS REPORTED AT THAT TIME THAT THE MARK WAS
 AH0560'PROBABLY DESTROYED DURING ROAD CONSTRUCTION BECAUSE THE DISTANCE FROM
 AH0560'THE CENTER LINE WOULD PLACE THE MARK IN A DITCH.  THE ROAD REFERRED TO
 AH0560'HAS BEEN WIDENED AND SURFACED WITH MACADAM.
 AH0560
 AH0560                          STATION RECOVERY (1975)
 AH0560
 AH0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0609 ***********************************************************************
 AH0609  DESIGNATION -  Y 636
 AH0609  PID         -  AH0609
 AH0609  STATE/COUNTY-  TX/KENEDY
 AH0609  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0609
 AH0609                         *CURRENT SURVEY CONTROL
 AH0609  ___________________________________________________________________
 AH0609* NAD 83(1986)-  27 13 14.     (N)    097 44 22.     (W)     SCALED    
 AH0609* NAVD 88     -         7.642  (meters)      25.07   (feet)  ADJUSTED  
 AH0609  ___________________________________________________________________
 AH0609  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH0609  DYNAMIC HT  -           7.630 (meters)      25.03  (feet)  COMP
 AH0609  MODELED GRAV-     979,094.7   (mgal)                       NAVD 88
 AH0609
 AH0609  VERT ORDER  -  SECOND    CLASS 0
 AH0609
 AH0609.The horizontal coordinates were scaled from a topographic map and have
 AH0609.an estimated accuracy of +/- 6 seconds.
 AH0609
 AH0609.The orthometric height was determined by differential leveling
 AH0609.and adjusted by the National Geodetic Survey in June 1991..
 AH0609
 AH0609.The geoid height was determined by GEOID03.
 AH0609
 AH0609.The dynamic height is computed by dividing the NAVD 88
 AH0609.geopotential number by the normal gravity value computed on the
 AH0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0609.degrees latitude (g = 980.6199 gals.).
 AH0609
 AH0609.The modeled gravity was interpolated from observed gravity values.
 AH0609
 AH0609;                    North         East    Units  Estimated Accuracy
 AH0609;SPC TX S     - 5,172,390.      375,330.      MT  (+/- 180 meters Scaled)
 AH0609
 AH0609                          SUPERSEDED SURVEY CONTROL
 AH0609
 AH0609  NGVD 29 (??/??/92)    7.726  (m)           25.35   (f) ADJ UNCH    2 0
 AH0609
 AH0609.Superseded values are not recommended for survey control.
 AH0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0609.See file dsdata.txt to determine how the superseded data were derived.
 AH0609
 AH0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR248114(NAD 83)
 AH0609_MARKER: DB = BENCH MARK DISK
 AH0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0609_STAMPING: Y 636 1942
 AH0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0609+STABILITY: SURFACE MOTION
 AH0609
 AH0609  HISTORY     - Date     Condition        Report By
 AH0609  HISTORY     - 1942     MONUMENTED       CGS
 AH0609  HISTORY     - 1949     GOOD             NGS
 AH0609
 AH0609                          STATION DESCRIPTION
 AH0609
 AH0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0609'3.2 MI E FROM SARITA.
 AH0609'LOCATED ON KENEDY RANCH 3.2 MILES E OF SARITA.  TO REACH FROM THE POST
 AH0609'OFFICE IN SARITA, OBTAIN MAIN GATE KEY FROM RANCH OFFICIALS, AND
 AH0609'PROCEED E ON DIRT ROAD FOR 3.2 MILES TO BENCH MARK SITE.  MARK IS
 AH0609'ABOUT 235 FT. NE OF AN INTERMITTENT POND, 24 FT. N OF AND ABOUT THE
 AH0609'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3 FT. E OF TELEPHONE
 AH0609'POLE NO. E 32, AND 3 FT. W OF A WITNESS POST.  A STANDARD DISK STAMPED
 AH0609'Y 636 1942 SET IN A 6X6 INCH CONCRETE MONUMENT AND PROJECTS 0.5 FT.
 AH0609'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0510 ***********************************************************************
 AE0510  DESIGNATION -  Y 638
 AE0510  PID         -  AE0510
 AE0510  STATE/COUNTY-  TX/HIDALGO
 AE0510  USGS QUAD   -  ALTON (1963)
 AE0510
 AE0510                         *CURRENT SURVEY CONTROL
 AE0510  ___________________________________________________________________
 AE0510* NAD 83(1986)-  26 19 44.     (N)    098 17 54.     (W)     SCALED    
 AE0510* NAVD 88     -        50.185  (meters)     164.65   (feet)  ADJUSTED  
 AE0510  ___________________________________________________________________
 AE0510  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE0510  DYNAMIC HT  -          50.103 (meters)     164.38  (feet)  COMP
 AE0510  MODELED GRAV-     979,004.7   (mgal)                       NAVD 88
 AE0510
 AE0510  VERT ORDER  -  SECOND    CLASS 0
 AE0510
 AE0510.The horizontal coordinates were scaled from a topographic map and have
 AE0510.an estimated accuracy of +/- 6 seconds.
 AE0510
 AE0510.The orthometric height was determined by differential leveling
 AE0510.and adjusted by the National Geodetic Survey in June 1991..
 AE0510
 AE0510.The geoid height was determined by GEOID03.
 AE0510
 AE0510.The dynamic height is computed by dividing the NAVD 88
 AE0510.geopotential number by the normal gravity value computed on the
 AE0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0510.degrees latitude (g = 980.6199 gals.).
 AE0510
 AE0510.The modeled gravity was interpolated from observed gravity values.
 AE0510
 AE0510;                    North         East    Units  Estimated Accuracy
 AE0510;SPC TX S     - 5,073,390.      320,130.      MT  (+/- 180 meters Scaled)
 AE0510
 AE0510                          SUPERSEDED SURVEY CONTROL
 AE0510
 AE0510  NGVD 29 (??/??/92)   50.287  (m)          164.98   (f) ADJ UNCH    2 0
 AE0510
 AE0510.Superseded values are not recommended for survey control.
 AE0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0510.See file dsdata.txt to determine how the superseded data were derived.
 AE0510
 AE0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ700122(NAD 83)
 AE0510_MARKER: DB = BENCH MARK DISK
 AE0510_SETTING: 0 = UNSPECIFIED SETTING
 AE0510_STAMPING: Y 638 1942
 AE0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0510
 AE0510  HISTORY     - Date     Condition        Report By
 AE0510  HISTORY     - 1942     MONUMENTED       CGS
 AE0510  HISTORY     - 1961     GOOD             USGS
 AE0510
 AE0510                          STATION DESCRIPTION
 AE0510
 AE0510'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0510'7.55 MI W FROM EDINBURG.
 AE0510'7.0 MI. WEST ALONG STATE HIGHWAY 107 FROM THE COUNTY COURTHOUSE AT
 AE0510'EDINBURG HIDALGO CO.  THENCE 0.55 MI. W. ALONG A DIRT ROAD TO A T. RD.
 AE0510'JCT., THENCE 0.55 MI. N. TO A T. RD. JCT., THENCE 1.0 MI. W. TO A ROAD
 AE0510'XING.  AT THE JCT. WITH STONE ARCHWAY AT THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3306 ***********************************************************************
 AW3306  DESIGNATION -  Y 639
 AW3306  PID         -  AW3306
 AW3306  STATE/COUNTY-  TX/HARRIS
 AW3306  USGS QUAD   -  PASADENA (1995)
 AW3306
 AW3306                         *CURRENT SURVEY CONTROL
 AW3306  ___________________________________________________________________
 AW3306* NAD 83(1986)-  29 38 04.     (N)    095 12 32.     (W)     SCALED    
 AW3306* NAVD 88     -        11.80   (+/-2cm)      38.7    (feet)  VERTCON   
 AW3306  ___________________________________________________________________
 AW3306  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW3306
 AW3306  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3306
 AW3306.The horizontal coordinates were scaled from a topographic map and have
 AW3306.an estimated accuracy of +/- 6 seconds.
 AW3306
 AW3306.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3306.The vertical order pertains to the NGVD 29 superseded value.
 AW3306
 AW3306.The geoid height was determined by GEOID03.
 AW3306
 AW3306;                    North         East    Units  Estimated Accuracy
 AW3306;SPC TXSC     - 4,205,560.      967,010.      MT  (+/- 180 meters Scaled)
 AW3306
 AW3306                          SUPERSEDED SURVEY CONTROL
 AW3306
 AW3306  NGVD 29 (??/??/92)   11.801  (m)           38.72   (f) ADJ UNCH    1 2
 AW3306
 AW3306.Superseded values are not recommended for survey control.
 AW3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3306.See file dsdata.txt to determine how the superseded data were derived.
 AW3306
 AW3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN861803(NAD 83)
 AW3306_MARKER: DB = BENCH MARK DISK
 AW3306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3306_SP_SET: CULVERT
 AW3306_STAMPING: Y 639 1942
 AW3306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3306+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW3306
 AW3306  HISTORY     - Date     Condition        Report By
 AW3306  HISTORY     - 1942     MONUMENTED       CGS
 AW3306  HISTORY     - 1959     GOOD             NGS
 AW3306  HISTORY     - 1974     GOOD             LOCSUR
 AW3306  HISTORY     - 1987     GOOD             USPSQD
 AW3306  HISTORY     - 1987     GOOD             USPSQD
 AW3306  HISTORY     - 1988     GOOD             USPSQD
 AW3306  HISTORY     - 1988     GOOD             USPSQD
 AW3306  HISTORY     - 1988     GOOD             USPSQD
 AW3306  HISTORY     - 1988     GOOD             USPSQD
 AW3306  HISTORY     - 1988     GOOD             USPSQD
 AW3306  HISTORY     - 19980307 GOOD             USPSQD
 AW3306  HISTORY     - 20040213 GOOD             USPSQD
 AW3306  HISTORY     - 20060520 GOOD             USPSQD
 AW3306
 AW3306                          STATION DESCRIPTION
 AW3306
 AW3306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3306'1.0 MI NW FROM GENOA.
 AW3306'ABOUT 1.0 MILE NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW3306'RAILROAD FROM THE STATION AT GENOA, OR ABOUT 2.7 MILES SOUTH-EAST
 AW3306'ALONG THE GALVESTON, HOUSTON AND HENDERSON RAILROAD FROM THE STATION
 AW3306'AT DUMONT, ABOUT 0.25 MILE SOUTHEAST OF A CROSSING, 148 FEET SOUTHWEST
 AW3306'OF THE SOUTHWEST RAIL, 48 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 AW3306'HIGHWAY 3, 12 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 AW3306'IN THE TOP AND CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF A CULVERT
 AW3306'UNDER THE DRIVEWAY, AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE
 AW3306'DRIVEWAY.
 AW3306
 AW3306                          STATION RECOVERY (1974)
 AW3306
 AW3306'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 AW3306'RECOVERED IN GOOD CONDITION.
 AW3306
 AW3306                          STATION RECOVERY (1987)
 AW3306
 AW3306'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW3306'RECOVERED IN GOOD CONDITION.
 AW3306
 AW3306                          STATION RECOVERY (1987)
 AW3306
 AW3306'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW3306'RECOVERED IN GOOD CONDITION.
 AW3306
 AW3306                          STATION RECOVERY (1988)
 AW3306
 AW3306'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW3306'RECOVERED IN GOOD CONDITION.
 AW3306
 AW3306                          STATION RECOVERY (1988)
 AW3306
 AW3306'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW3306'RECOVERED IN GOOD CONDITION.
 AW3306
 AW3306                          STATION RECOVERY (1988)
 AW3306
 AW3306'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW3306'RECOVERED IN GOOD CONDITION.
 AW3306
 AW3306                          STATION RECOVERY (1988)
 AW3306
 AW3306'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW3306'RECOVERED IN GOOD CONDITION.
 AW3306
 AW3306                          STATION RECOVERY (1988)
 AW3306
 AW3306'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW3306'RECOVERED IN GOOD CONDITION.
 AW3306
 AW3306                          STATION RECOVERY (1998)
 AW3306
 AW3306'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3306'RECOVERED IN GOOD CONDITION.
 AW3306
 AW3306                          STATION RECOVERY (2004)
 AW3306
 AW3306'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3306'RECOVERED IN GOOD CONDITION.
 AW3306
 AW3306                          STATION RECOVERY (2006)
 AW3306
 AW3306'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3306'FOUND AS DESCFRIBED. DRIVE WAY IS NOT USED AND GAZTE IS FENCED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2054 ***********************************************************************
 CS2054  DESIGNATION -  Y 64
 CS2054  PID         -  CS2054
 CS2054  STATE/COUNTY-  TX/HILL
 CS2054  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2054
 CS2054                         *CURRENT SURVEY CONTROL
 CS2054  ___________________________________________________________________
 CS2054* NAD 83(1986)-  32 00 36.     (N)    097 07 49.     (W)     SCALED    
 CS2054* NAVD 88     -       192.304  (meters)     630.92   (feet)  ADJUSTED  
 CS2054  ___________________________________________________________________
 CS2054  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS2054  DYNAMIC HT  -         192.068 (meters)     630.14  (feet)  COMP
 CS2054  MODELED GRAV-     979,406.5   (mgal)                       NAVD 88
 CS2054
 CS2054  VERT ORDER  -  FIRST     CLASS II
 CS2054
 CS2054.The horizontal coordinates were scaled from a topographic map and have
 CS2054.an estimated accuracy of +/- 6 seconds.
 CS2054
 CS2054.The orthometric height was determined by differential leveling
 CS2054.and adjusted by the National Geodetic Survey in June 1991..
 CS2054
 CS2054.The geoid height was determined by GEOID03.
 CS2054
 CS2054.The dynamic height is computed by dividing the NAVD 88
 CS2054.geopotential number by the normal gravity value computed on the
 CS2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2054.degrees latitude (g = 980.6199 gals.).
 CS2054
 CS2054.The modeled gravity was interpolated from observed gravity values.
 CS2054
 CS2054;                    North         East    Units  Estimated Accuracy
 CS2054;SPC TXNC     - 2,038,920.      729,420.      MT  (+/- 180 meters Scaled)
 CS2054
 CS2054                          SUPERSEDED SURVEY CONTROL
 CS2054
 CS2054.No superseded survey control is available for this station.
 CS2054
 CS2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA766430(NAD 83)
 CS2054_MARKER: DB = BENCH MARK DISK
 CS2054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2054_SP_SET: BUILDING
 CS2054_STAMPING: Y 64 1929 ELEV 630.799 FT
 CS2054_MARK LOGO: CGS   
 CS2054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2054
 CS2054  HISTORY     - Date     Condition        Report By
 CS2054  HISTORY     - 1929     MONUMENTED       CGS
 CS2054  HISTORY     - 1952     GOOD             NGS
 CS2054  HISTORY     - 1980     GOOD             NGS
 CS2054  HISTORY     - 1983     GOOD             NGS
 CS2054  HISTORY     - 19950408 GOOD             USPSQD
 CS2054  HISTORY     - 19950715 GOOD             USPSQD
 CS2054  HISTORY     - 20031011 GOOD             USPSQD
 CS2054
 CS2054                          STATION DESCRIPTION
 CS2054
 CS2054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2054'IN HILLSBORO.
 CS2054'AT HILLSBORO, SET IN THE TOP OF THE EAST EDGE OF THE POST OFFICE
 CS2054'PORCH, 18.4 FEET SOUTH OF THE NORTHEAST CORNER, 7 FEET NORTH OF THE
 CS2054'NORTH EDGE OF THE STEPS LEADING TO THE EAST ENTRANCE OF THE POST
 CS2054'OFFICE, 3.6 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 CS2054
 CS2054                          STATION RECOVERY (1980)
 CS2054
 CS2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2054'IN HILLSBORO, AT THE INTERSECTION OF SOUTH WACO STREET (U.S. HIGHWAYS
 CS2054'77 AND 81) AND EAST GOULD STREET, IN THE TOP OF THE EAST EDGE OF THE
 CS2054'PORCH AT THE HILLSBORO CITY LIBRARY, 7.6 M. (24.8 FT.) WEST OF WEST
 CS2054'CURB OF SOUTH WACO STREET, 5.6 M. (18.4 FT.) SOUTH OF THE NORTHEAST
 CS2054'CORNER OF THE BUILDING, 2.1 M. (7.0 FT.) NORTH OF THE NORTH EDGE OF
 CS2054'THE STEPS LEADING TO THE NORTH ONE OF TWO ENTRANCES ON THE EAST SIDE
 CS2054'OF THE BUILDING.
 CS2054'THE MARK IS 1.1 M ABOVE THE SIDEWALK.
 CS2054
 CS2054                          STATION RECOVERY (1983)
 CS2054
 CS2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2054'RECOVERED IN GOOD CONDITION.
 CS2054
 CS2054                          STATION RECOVERY (1995)
 CS2054
 CS2054'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2054'RECOVERED IN GOOD CONDITION.
 CS2054
 CS2054                          STATION RECOVERY (1995)
 CS2054
 CS2054'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2054'RECOVERED IN GOOD CONDITION.
 CS2054
 CS2054                          STATION RECOVERY (2003)
 CS2054
 CS2054'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS2054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0152 ***********************************************************************
 AE0152  DESIGNATION -  Y 641
 AE0152  PID         -  AE0152
 AE0152  STATE/COUNTY-  TX/HIDALGO
 AE0152  USGS QUAD   -  LA REFORMA (1993)
 AE0152
 AE0152                         *CURRENT SURVEY CONTROL
 AE0152  ___________________________________________________________________
 AE0152* NAD 83(1986)-  26 42 40.     (N)    098 17 22.     (W)     SCALED    
 AE0152* NAVD 88     -        51.710  (meters)     169.65   (feet)  ADJUSTED  
 AE0152  ___________________________________________________________________
 AE0152  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AE0152  DYNAMIC HT  -          51.626 (meters)     169.38  (feet)  COMP
 AE0152  MODELED GRAV-     979,031.2   (mgal)                       NAVD 88
 AE0152
 AE0152  VERT ORDER  -  SECOND    CLASS 0
 AE0152
 AE0152.The horizontal coordinates were scaled from a topographic map and have
 AE0152.an estimated accuracy of +/- 6 seconds.
 AE0152
 AE0152.The orthometric height was determined by differential leveling
 AE0152.and adjusted by the National Geodetic Survey in June 1991..
 AE0152
 AE0152.The geoid height was determined by GEOID03.
 AE0152
 AE0152.The dynamic height is computed by dividing the NAVD 88
 AE0152.geopotential number by the normal gravity value computed on the
 AE0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0152.degrees latitude (g = 980.6199 gals.).
 AE0152
 AE0152.The modeled gravity was interpolated from observed gravity values.
 AE0152
 AE0152;                    North         East    Units  Estimated Accuracy
 AE0152;SPC TX S     - 5,115,730.      320,950.      MT  (+/- 180 meters Scaled)
 AE0152
 AE0152                          SUPERSEDED SURVEY CONTROL
 AE0152
 AE0152  NGVD 29 (??/??/92)   51.806  (m)          169.97   (f) ADJ UNCH    2 0
 AE0152
 AE0152.Superseded values are not recommended for survey control.
 AE0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0152.See file dsdata.txt to determine how the superseded data were derived.
 AE0152
 AE0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ706546(NAD 83)
 AE0152_MARKER: DB = BENCH MARK DISK
 AE0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0152_STAMPING: Y 641 1942
 AE0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0152+STABILITY: SURFACE MOTION
 AE0152
 AE0152  HISTORY     - Date     Condition        Report By
 AE0152  HISTORY     - 1942     MONUMENTED       CGS
 AE0152
 AE0152                          STATION DESCRIPTION
 AE0152
 AE0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0152'3.4 MI NE FROM CIPRES.
 AE0152'TO REACH FROM THE POST OFFICE AT CIPRES-- PROCEED 3.0 MILES NORTHERLY
 AE0152'ALONG TRACK ROAD TO CURVE.  THENCE, CONTINUE 0.4 MILE EAST ALONG ROAD
 AE0152'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF
 AE0152'LANE LEADING NORTH THROUGH WOODEN GATE INTO FIELD, 48.0 FEET NORTH OF
 AE0152'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0
 AE0152'FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF
 AE0152'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0976 ***********************************************************************
 AE0976  DESIGNATION -  Y 642
 AE0976  PID         -  AE0976
 AE0976  STATE/COUNTY-  TX/STARR
 AE0976  USGS QUAD   -  RINCON (1993)
 AE0976
 AE0976                         *CURRENT SURVEY CONTROL
 AE0976  ___________________________________________________________________
 AE0976* NAD 83(1986)-  26 36 30.     (N)    098 33 32.     (W)     SCALED    
 AE0976* NAVD 88     -       133.504  (meters)     438.00   (feet)  ADJUSTED  
 AE0976  ___________________________________________________________________
 AE0976  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AE0976  DYNAMIC HT  -         133.284 (meters)     437.28  (feet)  COMP
 AE0976  MODELED GRAV-     979,001.1   (mgal)                       NAVD 88
 AE0976
 AE0976  VERT ORDER  -  SECOND    CLASS 0
 AE0976
 AE0976.The horizontal coordinates were scaled from a topographic map and have
 AE0976.an estimated accuracy of +/- 6 seconds.
 AE0976
 AE0976.The orthometric height was determined by differential leveling
 AE0976.and adjusted by the National Geodetic Survey in June 1991..
 AE0976
 AE0976.The geoid height was determined by GEOID03.
 AE0976
 AE0976.The dynamic height is computed by dividing the NAVD 88
 AE0976.geopotential number by the normal gravity value computed on the
 AE0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0976.degrees latitude (g = 980.6199 gals.).
 AE0976
 AE0976.The modeled gravity was interpolated from observed gravity values.
 AE0976
 AE0976;                    North         East    Units  Estimated Accuracy
 AE0976;SPC TX S     - 5,104,330.      294,140.      MT  (+/- 180 meters Scaled)
 AE0976
 AE0976                          SUPERSEDED SURVEY CONTROL
 AE0976
 AE0976  NGVD 29 (??/??/92)  133.563  (m)          438.20   (f) ADJ UNCH    2 0
 AE0976
 AE0976.Superseded values are not recommended for survey control.
 AE0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0976.See file dsdata.txt to determine how the superseded data were derived.
 AE0976
 AE0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ439431(NAD 83)
 AE0976_MARKER: DB = BENCH MARK DISK
 AE0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0976_STAMPING: Y 642 1942
 AE0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0976+STABILITY: SURFACE MOTION
 AE0976
 AE0976  HISTORY     - Date     Condition        Report By
 AE0976  HISTORY     - 1942     MONUMENTED       CGS
 AE0976  HISTORY     - 1959     GOOD             NGS
 AE0976
 AE0976                          STATION DESCRIPTION
 AE0976
 AE0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE0976'24.0 MI NE FROM RIO GRANDE CITY.
 AE0976'ABOUT 19.5 MILES NORTHEAST ALONG STATE HIGHWAY NO. 755 FROM RIO GRANDE
 AE0976'CITY, THENCE THE RIGHT FORK NORTHEAST ALONG FM. ROAD 2294, 04.5 MILES
 AE0976'TO THE MARK ON THE RIGHT, ABOUT 16 YARDS SOUTHEAST OF THE SOUTHEAST
 AE0976'RIGHT-OF-WAY LINE OF THE HIGHWAY, 14 YARDS (NOT 140 FEET AS IN THE
 AE0976'ORIGINAL DESCRIPTION) EAST OF AN OLD FILLING STATION BUILDING. IT IS
 AE0976'IN THE EAST FENCE LINE OF A FARM YARD AND WEST OF A CULTIVATED FIELD.
 AE0976'A STANDARD DISK STAMPED Y 642 1942 IN A CONCRETE POST WHICH PROJECTS
 AE0976'ABOUT 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0986 ***********************************************************************
 AE0986  DESIGNATION -  Y 643
 AE0986  PID         -  AE0986
 AE0986  STATE/COUNTY-  TX/STARR
 AE0986  USGS QUAD   -  RINCON (1993)
 AE0986
 AE0986                         *CURRENT SURVEY CONTROL
 AE0986  ___________________________________________________________________
 AE0986* NAD 83(1986)-  26 30 48.     (N)    098 32 30.     (W)     SCALED    
 AE0986* NAVD 88     -       115.915  (meters)     380.30   (feet)  ADJUSTED  
 AE0986  ___________________________________________________________________
 AE0986  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AE0986  DYNAMIC HT  -         115.724 (meters)     379.67  (feet)  COMP
 AE0986  MODELED GRAV-     978,998.8   (mgal)                       NAVD 88
 AE0986
 AE0986  VERT ORDER  -  SECOND    CLASS 0
 AE0986
 AE0986.The horizontal coordinates were scaled from a topographic map and have
 AE0986.an estimated accuracy of +/- 6 seconds.
 AE0986
 AE0986.The orthometric height was determined by differential leveling
 AE0986.and adjusted by the National Geodetic Survey in June 1991..
 AE0986
 AE0986.The geoid height was determined by GEOID03.
 AE0986
 AE0986.The dynamic height is computed by dividing the NAVD 88
 AE0986.geopotential number by the normal gravity value computed on the
 AE0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0986.degrees latitude (g = 980.6199 gals.).
 AE0986
 AE0986.The modeled gravity was interpolated from observed gravity values.
 AE0986
 AE0986;                    North         East    Units  Estimated Accuracy
 AE0986;SPC TX S     - 5,093,810.      295,850.      MT  (+/- 180 meters Scaled)
 AE0986
 AE0986                          SUPERSEDED SURVEY CONTROL
 AE0986
 AE0986  NGVD 29 (??/??/92)  115.982  (m)          380.52   (f) ADJ UNCH    2 0
 AE0986
 AE0986.Superseded values are not recommended for survey control.
 AE0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0986.See file dsdata.txt to determine how the superseded data were derived.
 AE0986
 AE0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ456326(NAD 83)
 AE0986_MARKER: DB = BENCH MARK DISK
 AE0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0986_STAMPING: X 643 1942
 AE0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0986+STABILITY: SURFACE MOTION
 AE0986
 AE0986  HISTORY     - Date     Condition        Report By
 AE0986  HISTORY     - 1942     MONUMENTED       CGS
 AE0986  HISTORY     - 1965     GOOD             USGS
 AE0986
 AE0986                          STATION DESCRIPTION
 AE0986
 AE0986'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE0986'09.2 MI W FROM MCCOOK.
 AE0986'IN STARR COUNTY, 09.2 MILES WEST OF MCCOOK ALONG FARM ROAD 490, AT A
 AE0986'CROSSROADS.  THE STATION MARK IS 60 FEET SOUTH OF THE CENTERLINE OF
 AE0986'FARM ROAD 490, 21 FEET WEST OF THE CENTERLINE OF THE N.S. RD., 01.5
 AE0986'FEET EAST OF A FENCE. THE STATION MARK IS A STANDARD USC AND GS BM
 AE0986'DISK STAMPED X 643 1942 SET IN A CONCRETE POST THAT IS FLUSH WITH THE
 AE0986'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0005 ***********************************************************************
 AE0005  DESIGNATION -  Y 644
 AE0005  PID         -  AE0005
 AE0005  STATE/COUNTY-  TX/STARR
 AE0005  USGS QUAD   -  BENTSEN RANCH (1972)
 AE0005
 AE0005                         *CURRENT SURVEY CONTROL
 AE0005  ___________________________________________________________________
 AE0005* NAD 83(1986)-  26 33 33.     (N)    098 26 59.     (W)     SCALED    
 AE0005* NAVD 88     -       106.536  (meters)     349.53   (feet)  ADJUSTED  
 AE0005  ___________________________________________________________________
 AE0005  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AE0005  DYNAMIC HT  -         106.361 (meters)     348.95  (feet)  COMP
 AE0005  MODELED GRAV-     979,010.6   (mgal)                       NAVD 88
 AE0005
 AE0005  VERT ORDER  -  SECOND    CLASS 0
 AE0005
 AE0005.The horizontal coordinates were scaled from a topographic map and have
 AE0005.an estimated accuracy of +/- 6 seconds.
 AE0005
 AE0005.The orthometric height was determined by differential leveling
 AE0005.and adjusted by the National Geodetic Survey in June 1991..
 AE0005
 AE0005.The geoid height was determined by GEOID03.
 AE0005
 AE0005.The dynamic height is computed by dividing the NAVD 88
 AE0005.geopotential number by the normal gravity value computed on the
 AE0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0005.degrees latitude (g = 980.6199 gals.).
 AE0005
 AE0005.The modeled gravity was interpolated from observed gravity values.
 AE0005
 AE0005;                    North         East    Units  Estimated Accuracy
 AE0005;SPC TX S     - 5,098,880.      305,010.      MT  (+/- 180 meters Scaled)
 AE0005
 AE0005                          SUPERSEDED SURVEY CONTROL
 AE0005
 AE0005  NGVD 29 (??/??/92)  106.609  (m)          349.77   (f) ADJ UNCH    2 0
 AE0005
 AE0005.Superseded values are not recommended for survey control.
 AE0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0005.See file dsdata.txt to determine how the superseded data were derived.
 AE0005
 AE0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ548377(NAD 83)
 AE0005_MARKER: DB = BENCH MARK DISK
 AE0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0005_STAMPING: Y 644 1942
 AE0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0005+STABILITY: SURFACE MOTION
 AE0005
 AE0005  HISTORY     - Date     Condition        Report By
 AE0005  HISTORY     - 1942     MONUMENTED       CGS
 AE0005
 AE0005                          STATION DESCRIPTION
 AE0005
 AE0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0005'9.3 MI NW FROM MCCOOK.
 AE0005'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.7 MILES NORTHERLY
 AE0005'ALONG DIRT ROAD TO SHARP CURVE IN ROAD TO THE WEST. THENCE, GO 4.6
 AE0005'MILES WESTERLY ALONG ROAD TO THE SITE OF THE BENCH MARK. BENCH MARK IS
 AE0005'AT THE INTERSECTION OF LANE LEADING TO THE DEE DAVENPORT RANCH HOUSE,
 AE0005'32.0 FEET WEST OF THE CENTERLINE OF THE LANE AND 26.0 FEET NORTH OF
 AE0005'THE CENTERLINE OF THE ROAD.  IT IS 12.0 FEET NORTH OF FENCE CORNER,
 AE0005'2.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT EAST OF
 AE0005'FENCE LEADING NORTH FROM THE ROAD.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0586 ***********************************************************************
 AE0586  DESIGNATION -  Y 645
 AE0586  PID         -  AE0586
 AE0586  STATE/COUNTY-  TX/HIDALGO
 AE0586  USGS QUAD   -  FAYSVILLE (1963)
 AE0586
 AE0586                         *CURRENT SURVEY CONTROL
 AE0586  ___________________________________________________________________
 AE0586* NAD 83(1986)-  26 27 54.     (N)    098 13 41.     (W)     SCALED    
 AE0586* NAVD 88     -        42.031  (meters)     137.90   (feet)  ADJUSTED  
 AE0586  ___________________________________________________________________
 AE0586  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0586  DYNAMIC HT  -          41.963 (meters)     137.67  (feet)  COMP
 AE0586  MODELED GRAV-     979,021.6   (mgal)                       NAVD 88
 AE0586
 AE0586  VERT ORDER  -  SECOND    CLASS 0
 AE0586
 AE0586.The horizontal coordinates were scaled from a topographic map and have
 AE0586.an estimated accuracy of +/- 6 seconds.
 AE0586
 AE0586.The orthometric height was determined by differential leveling
 AE0586.and adjusted by the National Geodetic Survey in June 1991..
 AE0586
 AE0586.The geoid height was determined by GEOID03.
 AE0586
 AE0586.The dynamic height is computed by dividing the NAVD 88
 AE0586.geopotential number by the normal gravity value computed on the
 AE0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0586.degrees latitude (g = 980.6199 gals.).
 AE0586
 AE0586.The modeled gravity was interpolated from observed gravity values.
 AE0586
 AE0586;                    North         East    Units  Estimated Accuracy
 AE0586;SPC TX S     - 5,088,480.      327,120.      MT  (+/- 180 meters Scaled)
 AE0586
 AE0586                          SUPERSEDED SURVEY CONTROL
 AE0586
 AE0586  NGVD 29 (??/??/92)   42.134  (m)          138.23   (f) ADJ UNCH    2 0
 AE0586
 AE0586.Superseded values are not recommended for survey control.
 AE0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0586.See file dsdata.txt to determine how the superseded data were derived.
 AE0586
 AE0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ769274(NAD 83)
 AE0586_MARKER: DB = BENCH MARK DISK
 AE0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0586_STAMPING: Y 645 1942
 AE0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0586+STABILITY: SURFACE MOTION
 AE0586
 AE0586  HISTORY     - Date     Condition        Report By
 AE0586  HISTORY     - 1942     MONUMENTED       CGS
 AE0586
 AE0586                          STATION DESCRIPTION
 AE0586
 AE0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0586'16.5 MI NW FROM EDINBURG.
 AE0586'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0586'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0586'WEST.  THENCE, GO 6.0 MILES WESTERLY ALONG DIRT ROAD TO THE SITE OF
 AE0586'THE BENCH MARK.  BENCH MARK IS ABOUT 75.0 FEET WEST OF WOODEN GATE IN
 AE0586'FENCE, 35.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0586'CENTERLINE OF THE ROAD.  IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AE0586'MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS 0.6
 AE0586'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0587 ***********************************************************************
 AE0587  DESIGNATION -  Y 645 RESET
 AE0587  PID         -  AE0587
 AE0587  STATE/COUNTY-  TX/HIDALGO
 AE0587  USGS QUAD   -  FAYSVILLE (1963)
 AE0587
 AE0587                         *CURRENT SURVEY CONTROL
 AE0587  ___________________________________________________________________
 AE0587* NAD 83(1986)-  26 27 54.     (N)    098 13 41.     (W)     SCALED    
 AE0587* NAVD 88     -        42.03   (meters)     137.9    (feet)  RESET     
 AE0587  ___________________________________________________________________
 AE0587  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0587
 AE0587  VERT ORDER  -  THIRD
 AE0587
 AE0587.The horizontal coordinates were scaled from a topographic map and have
 AE0587.an estimated accuracy of +/- 6 seconds.
 AE0587
 AE0587.The orthometric height was computed from unverified reset data.
 AE0587
 AE0587.The geoid height was determined by GEOID03.
 AE0587
 AE0587;                    North         East    Units  Estimated Accuracy
 AE0587;SPC TX S     - 5,088,480.      327,120.      MT  (+/- 180 meters Scaled)
 AE0587
 AE0587                          SUPERSEDED SURVEY CONTROL
 AE0587
 AE0587.No superseded survey control is available for this station.
 AE0587
 AE0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ769274(NAD 83)
 AE0587_MARKER: DD = SURVEY DISK
 AE0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0587_SP_SET: CONCRETE POST
 AE0587_STAMPING: Y 645 RESET 1959
 AE0587_MARK LOGO: TXHD  
 AE0587_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0587+STABILITY: SURFACE MOTION
 AE0587
 AE0587  HISTORY     - Date     Condition        Report By
 AE0587  HISTORY     - 1959     MONUMENTED       TXHD
 AE0587  HISTORY     - 1962     GOOD             USGS
 AE0587  HISTORY     - 19920702 GOOD             USPSQD
 AE0587
 AE0587                          STATION DESCRIPTION
 AE0587
 AE0587'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0587'16.4 MI NW FROM EDINBURG.
 AE0587'10.4 MI. N. ALONG U.S. HWY. 281 FROM THE CO. COURTHOUSE AT EDINBURG,
 AE0587'HIDALGO CO., THENCE 6.0 MI. W. ALONG A PAVED RD. 41 FT. S. OF PAVED
 AE0587'RD., AND IN FENCE LINE.  A STD. DISK. STAMPED-- Y 645 RESET 1959., AND
 AE0587'SET IN THE TOP OF A CONC. POST PROJ. 1.0 FT. ABOVE THE GROUND.
 AE0587
 AE0587                          STATION RECOVERY (1992)
 AE0587
 AE0587'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3036 ***********************************************************************
 AW3036  DESIGNATION -  Y 646
 AW3036  PID         -  AW3036
 AW3036  STATE/COUNTY-  TX/CHAMBERS
 AW3036  USGS QUAD   -  OAK ISLAND (1994)
 AW3036
 AW3036                         *CURRENT SURVEY CONTROL
 AW3036  ___________________________________________________________________
 AW3036* NAD 83(1986)-  29 41 12.     (N)    094 40 28.     (W)     SCALED    
 AW3036* NAVD 88     -         2.91   (+/-2cm)       9.5    (feet)  VERTCON   
 AW3036  ___________________________________________________________________
 AW3036  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3036
 AW3036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3036
 AW3036.The horizontal coordinates were scaled from a topographic map and have
 AW3036.an estimated accuracy of +/- 6 seconds.
 AW3036
 AW3036.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3036.The vertical order pertains to the NGVD 29 superseded value.
 AW3036
 AW3036.The geoid height was determined by GEOID03.
 AW3036
 AW3036;                    North         East    Units  Estimated Accuracy
 AW3036;SPC TXSC     - 4,213,140.    1,018,520.      MT  (+/- 180 meters Scaled)
 AW3036
 AW3036                          SUPERSEDED SURVEY CONTROL
 AW3036
 AW3036  NGVD 29 (??/??/92)    2.909  (m)            9.54   (f) ADJ UNCH    2 0
 AW3036
 AW3036.Superseded values are not recommended for survey control.
 AW3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3036.See file dsdata.txt to determine how the superseded data were derived.
 AW3036
 AW3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN379852(NAD 83)
 AW3036_MARKER: DB = BENCH MARK DISK
 AW3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3036_STAMPING: Y-646 1942
 AW3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3036+STABILITY: SURFACE MOTION
 AW3036
 AW3036  HISTORY     - Date     Condition        Report By
 AW3036  HISTORY     - 1942     MONUMENTED       CGS
 AW3036  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW3036  HISTORY     - 19910819 MARK NOT FOUND   USPSQD
 AW3036
 AW3036                          STATION DESCRIPTION
 AW3036
 AW3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3036'6.55 MI SE FROM ANAHUAC.
 AW3036'TO REACH FROM THE COUNTY COURT HOUSE AT ANAHUAC, PROCEED 6.55 MILES
 AW3036'SOUTHEAST ALONG A COUNTY ROAD LEADING TO EAGLE AND TO LANE ROAD
 AW3036'LEADING INTO A PASTURE AND TO SITE OF BENCH MARK.  BENCH MARK IS 28.0
 AW3036'FEET EAST OF AND LEVEL WITH THE CENTERLINE OF ROAD, IT IS 14.0 FEET
 AW3036'NORTH OF THE CENTER OF A WOODEN GATE AT LANE ROAD, ABOUT 4.0 FEET
 AW3036'NORTH OF A FENCE CORNER AND 1.0 WEST OF THE RIGHT OF WAY FENCE.
 AW3036'MONUMENT IS 2.0 FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN MARKER POST
 AW3036'AND PROJECTS 0.4 FOOT.
 AW3036
 AW3036                          STATION RECOVERY (1958)
 AW3036
 AW3036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW3036'MARK NOT FOUND.
 AW3036
 AW3036                          STATION RECOVERY (1991)
 AW3036
 AW3036'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3062 ***********************************************************************
 AW3062  DESIGNATION -  Y 647
 AW3062  PID         -  AW3062
 AW3062  STATE/COUNTY-  TX/CHAMBERS
 AW3062  USGS QUAD   -  OYSTER BAYOU (1994)
 AW3062
 AW3062                         *CURRENT SURVEY CONTROL
 AW3062  ___________________________________________________________________
 AW3062* NAD 83(1986)-  29 39 34.     (N)    094 33 07.     (W)     SCALED    
 AW3062* NAVD 88     -         2.86   (+/-2cm)       9.4    (feet)  VERTCON   
 AW3062  ___________________________________________________________________
 AW3062  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW3062
 AW3062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3062
 AW3062.The horizontal coordinates were scaled from a topographic map and have
 AW3062.an estimated accuracy of +/- 6 seconds.
 AW3062
 AW3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3062.The vertical order pertains to the NGVD 29 superseded value.
 AW3062
 AW3062.The geoid height was determined by GEOID03.
 AW3062
 AW3062;                    North         East    Units  Estimated Accuracy
 AW3062;SPC TXSC     - 4,210,570.    1,030,480.      MT  (+/- 180 meters Scaled)
 AW3062
 AW3062                          SUPERSEDED SURVEY CONTROL
 AW3062
 AW3062  NGVD 29 (??/??/92)    2.862  (m)            9.39   (f) ADJ UNCH    2 0
 AW3062
 AW3062.Superseded values are not recommended for survey control.
 AW3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3062.See file dsdata.txt to determine how the superseded data were derived.
 AW3062
 AW3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN498820(NAD 83)
 AW3062_MARKER: DB = BENCH MARK DISK
 AW3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3062_STAMPING: Y-647 1942
 AW3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3062+STABILITY: SURFACE MOTION
 AW3062
 AW3062  HISTORY     - Date     Condition        Report By
 AW3062  HISTORY     - 1942     MONUMENTED       CGS
 AW3062  HISTORY     - 1947     MARK NOT FOUND   LOCENG
 AW3062  HISTORY     - 19910819 MARK NOT FOUND   USPSQD
 AW3062  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW3062
 AW3062                          STATION DESCRIPTION
 AW3062
 AW3062'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3062'15.4 MI SE FROM ANAHUAC.
 AW3062'TO REACH FROM THE COUNTY COURT HOUSE AT ANAHUAC, PROCEED 7.65 MILES
 AW3062'SOUTHEAST TO THE NORTH FORK DOUBLE BAYOU, THENCE TURN LEFT GO 2.65
 AW3062'MILES EASTERLY TO THE INTERSECTION OF THE SMITH POINT ROAD, THENCE
 AW3062'TURN RIGHT GO 1.0 MILE SOUTHEAST TO A SIDE DIRT ROAD, TURN LEFT THENCE
 AW3062'GO 4.1 SOUTHEAST AND TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE
 AW3062'EAST OF A SMALL BUNCH OF MESQUITE TREES.  IT IS 37.0 FEET SOUTH OF AND
 AW3062'LEVEL WITH THE CENTERLINE OF ROAD, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY
 AW3062'FENCE.  MONUMENT IS 2.0 FEET EAST OF A 4 X 4 INCH WHITE WOODEN MARKER
 AW3062'POST AND PROJECTS 0.2 FOOT.
 AW3062
 AW3062                          STATION RECOVERY (1947)
 AW3062
 AW3062'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 AW3062'MARK NOT FOUND.
 AW3062
 AW3062                          STATION RECOVERY (1991)
 AW3062
 AW3062'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3062'MARK NOT FOUND.
 AW3062
 AW3062                          STATION RECOVERY (2005)
 AW3062
 AW3062'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2574 ***********************************************************************
 AW2574  DESIGNATION -  Y 649 RESET 1961
 AW2574  PID         -  AW2574
 AW2574  STATE/COUNTY-  TX/CHAMBERS
 AW2574  USGS QUAD   -  WINNIE NW (1994)
 AW2574
 AW2574                         *CURRENT SURVEY CONTROL
 AW2574  ___________________________________________________________________
 AW2574* NAD 83(1986)-  29 52 31.     (N)    094 29 27.     (W)     SCALED    
 AW2574* NAVD 88     -        10.79   (+/-2cm)      35.4    (feet)  VERTCON   
 AW2574  ___________________________________________________________________
 AW2574  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW2574
 AW2574  VERT ORDER  -  THIRD (See Below)
 AW2574
 AW2574.The horizontal coordinates were scaled from a topographic map and have
 AW2574.an estimated accuracy of +/- 6 seconds.
 AW2574
 AW2574.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2574.The vertical order pertains to the NGVD 29 superseded value.
 AW2574
 AW2574.The geoid height was determined by GEOID03.
 AW2574
 AW2574;                    North         East    Units  Estimated Accuracy
 AW2574;SPC TXSC     - 4,234,700.    1,035,470.      MT  (+/- 180 meters Scaled)
 AW2574
 AW2574                          SUPERSEDED SURVEY CONTROL
 AW2574
 AW2574  NGVD 29 (??/??/??)   10.79   (m)           35.4    (f) RESET       3  
 AW2574
 AW2574.Superseded values are not recommended for survey control.
 AW2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2574.See file dsdata.txt to determine how the superseded data were derived.
 AW2574
 AW2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP560058(NAD 83)
 AW2574_MARKER: DB = BENCH MARK DISK
 AW2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2574_STAMPING: Y 649 RESET 1961
 AW2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2574+STABILITY: SURFACE MOTION
 AW2574
 AW2574  HISTORY     - Date     Condition        Report By
 AW2574  HISTORY     - 1961     MONUMENTED       CGS
 AW2574  HISTORY     - 20010331 GOOD             NGS
 AW2574
 AW2574                          STATION DESCRIPTION
 AW2574
 AW2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AW2574'8.3 MI E FROM HANKAMER.
 AW2574'THIS MARK IS LOCATED 8.3 MILES EAST ALONG F.M. ROAD NO. 1663 FROM THE
 AW2574'JUNCTION WITH STATE ROAD NO. 61 AT THE SOUTH SIDE OF THE VILLAGE OF
 AW2574'HANKAMER, TO THE INTERSECTION OF F. M. ROAD 1410, THEN NORTH ON 1410
 AW2574'ABOUT 0.9 MILE ALONG 1410 TO THE MARK ON THE RIGHT, IN THE EAST
 AW2574'RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY, ABOUT 1/4 MILE SOUTH OF A
 AW2574'BRICK HOUSE AND 1 FOOT NORTH OF HIGHWAY SURVEY STATION 505+00, SET IN
 AW2574'A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT 18 INCHES
 AW2574'SOUTH OF A WITNESS SIGN.
 AW2574
 AW2574                          STATION RECOVERY (2001)
 AW2574
 AW2574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2574'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1472 ***********************************************************************
 AY1472  DESIGNATION -  Y 651
 AY1472  PID         -  AY1472
 AY1472  STATE/COUNTY-  TX/UVALDE
 AY1472  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1472
 AY1472                         *CURRENT SURVEY CONTROL
 AY1472  ___________________________________________________________________
 AY1472* NAD 83(1986)-  29 36 22.     (N)    099 41 26.     (W)     SCALED    
 AY1472* NAVD 88     -       459.076  (meters)    1506.15   (feet)  ADJUSTED  
 AY1472  ___________________________________________________________________
 AY1472  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AY1472  DYNAMIC HT  -         458.396 (meters)    1503.92  (feet)  COMP
 AY1472  MODELED GRAV-     979,146.8   (mgal)                       NAVD 88
 AY1472
 AY1472  VERT ORDER  -  SECOND    CLASS 0
 AY1472
 AY1472.The horizontal coordinates were scaled from a topographic map and have
 AY1472.an estimated accuracy of +/- 6 seconds.
 AY1472
 AY1472.The orthometric height was determined by differential leveling
 AY1472.and adjusted by the National Geodetic Survey in June 1991..
 AY1472
 AY1472.The geoid height was determined by GEOID03.
 AY1472
 AY1472.The dynamic height is computed by dividing the NAVD 88
 AY1472.geopotential number by the normal gravity value computed on the
 AY1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1472.degrees latitude (g = 980.6199 gals.).
 AY1472
 AY1472.The modeled gravity was interpolated from observed gravity values.
 AY1472
 AY1472;                    North         East    Units  Estimated Accuracy
 AY1472;SPC TXSC     - 4,196,670.      533,120.      MT  (+/- 180 meters Scaled)
 AY1472
 AY1472                          SUPERSEDED SURVEY CONTROL
 AY1472
 AY1472  NGVD 29 (??/??/92)  458.992  (m)         1505.88   (f) ADJ UNCH    2 0
 AY1472
 AY1472.Superseded values are not recommended for survey control.
 AY1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1472.See file dsdata.txt to determine how the superseded data were derived.
 AY1472
 AY1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT331753(NAD 83)
 AY1472_MARKER: DB = BENCH MARK DISK
 AY1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1472_STAMPING: Y 651 1953
 AY1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1472+STABILITY: SURFACE MOTION
 AY1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1472+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1472
 AY1472  HISTORY     - Date     Condition        Report By
 AY1472  HISTORY     - 1953     MONUMENTED       CGS
 AY1472  HISTORY     - 20050302 GOOD             USPSQD
 AY1472
 AY1472                          STATION DESCRIPTION
 AY1472
 AY1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1472'4.5 MI SE FROM RIO FRIO.
 AY1472'0.15 MILE SOUTHWEST ALONG FARM ROAD 1120 FROM THE POST OFFICE AT RIO
 AY1472'FRIO, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE 2.35
 AY1472'MILES EAST ALONG FARM ROAD 1050, 48 FEET SOUTH OF THE CENTER LINE OF
 AY1472'THE FARM ROAD, 32 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 AY1472'LEADING SOUTHEAST TO A FARMHOUSE, 1.8 FEET NORTH OF A FENCE, 2.2 FEET
 AY1472'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1472'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1472
 AY1472                          STATION RECOVERY (2005)
 AY1472
 AY1472'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1176 ***********************************************************************
 AB1176  DESIGNATION -  Y 653
 AB1176  PID         -  AB1176
 AB1176  STATE/COUNTY-  TX/WILLACY
 AB1176  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1176
 AB1176                         *CURRENT SURVEY CONTROL
 AB1176  ___________________________________________________________________
 AB1176* NAD 83(1986)-  26 32 17.     (N)    097 57 53.     (W)     SCALED    
 AB1176* NAVD 88     -        15.841  (meters)      51.97   (feet)  ADJUSTED  
 AB1176  ___________________________________________________________________
 AB1176  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AB1176  DYNAMIC HT  -          15.815 (meters)      51.89  (feet)  COMP
 AB1176  MODELED GRAV-     979,043.3   (mgal)                       NAVD 88
 AB1176
 AB1176  VERT ORDER  -  SECOND    CLASS 0
 AB1176
 AB1176.The horizontal coordinates were scaled from a topographic map and have
 AB1176.an estimated accuracy of +/- 6 seconds.
 AB1176
 AB1176.The orthometric height was determined by differential leveling
 AB1176.and adjusted by the National Geodetic Survey in June 1991..
 AB1176
 AB1176.The geoid height was determined by GEOID03.
 AB1176
 AB1176.The dynamic height is computed by dividing the NAVD 88
 AB1176.geopotential number by the normal gravity value computed on the
 AB1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1176.degrees latitude (g = 980.6199 gals.).
 AB1176
 AB1176.The modeled gravity was interpolated from observed gravity values.
 AB1176
 AB1176;                    North         East    Units  Estimated Accuracy
 AB1176;SPC TX S     - 5,096,660.      353,340.      MT  (+/- 180 meters Scaled)
 AB1176
 AB1176                          SUPERSEDED SURVEY CONTROL
 AB1176
 AB1176  NGVD 29 (??/??/92)   15.932  (m)           52.27   (f) ADJ UNCH    2 0
 AB1176
 AB1176.Superseded values are not recommended for survey control.
 AB1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1176.See file dsdata.txt to determine how the superseded data were derived.
 AB1176
 AB1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ031356(NAD 83)
 AB1176_MARKER: DB = BENCH MARK DISK
 AB1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1176_STAMPING: Y 653 1942
 AB1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1176+STABILITY: SURFACE MOTION
 AB1176
 AB1176  HISTORY     - Date     Condition        Report By
 AB1176  HISTORY     - 1942     MONUMENTED       CGS
 AB1176  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB1176
 AB1176                          STATION DESCRIPTION
 AB1176
 AB1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1176'15.0 MI NW FROM RAYMONDVILLE.
 AB1176'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE--
 AB1176'PROCEED 10.5 MILES WESTERLY ALONG STATE HIGHWAY NO. 186,  THENCE GO
 AB1176'3.0 MILES NORTHERLY ALONG GRADED DIRT ROAD, THENCE GO 1.0 MILE
 AB1176'WESTERLY, THENCE GO 0.5 MILE NORTHERLY TO SITE OF BENCH MARK.  BENCH
 AB1176'MARK IS 60.0 FEET EAST AND ACROSS ROAD FROM POINT WHERE RANCH ROAD
 AB1176'LEADS WEST FROM THE MAIN ROAD, 25.0 FEET EAST OF AND ABOUT 3.0 FEET
 AB1176'HIGHER THAN CENTERLINE OF ROAD, AND 3.0 FEET NORTH OF A 4X4-INCH
 AB1176'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AB1176
 AB1176                          STATION RECOVERY (1954)
 AB1176
 AB1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0483 ***********************************************************************
 AE0483  DESIGNATION -  Y 654
 AE0483  PID         -  AE0483
 AE0483  STATE/COUNTY-  TX/HIDALGO
 AE0483  USGS QUAD   -  EDINBURG (1983)
 AE0483
 AE0483                         *CURRENT SURVEY CONTROL
 AE0483  ___________________________________________________________________
 AE0483* NAD 83(1986)-  26 18 42.     (N)    098 09 38.     (W)     SCALED    
 AE0483* NAVD 88     -        29.729  (meters)      97.54   (feet)  ADJUSTED  
 AE0483  ___________________________________________________________________
 AE0483  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AE0483  DYNAMIC HT  -          29.681 (meters)      97.38  (feet)  COMP
 AE0483  MODELED GRAV-     979,014.6   (mgal)                       NAVD 88
 AE0483
 AE0483  VERT ORDER  -  SECOND    CLASS 0
 AE0483
 AE0483.The horizontal coordinates were scaled from a topographic map and have
 AE0483.an estimated accuracy of +/- 6 seconds.
 AE0483
 AE0483.The orthometric height was determined by differential leveling
 AE0483.and adjusted by the National Geodetic Survey in June 1991..
 AE0483
 AE0483.The geoid height was determined by GEOID03.
 AE0483
 AE0483.The dynamic height is computed by dividing the NAVD 88
 AE0483.geopotential number by the normal gravity value computed on the
 AE0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0483.degrees latitude (g = 980.6199 gals.).
 AE0483
 AE0483.The modeled gravity was interpolated from observed gravity values.
 AE0483
 AE0483;                    North         East    Units  Estimated Accuracy
 AE0483;SPC TX S     - 5,071,510.      333,890.      MT  (+/- 180 meters Scaled)
 AE0483
 AE0483                          SUPERSEDED SURVEY CONTROL
 AE0483
 AE0483  NGVD 29 (??/??/92)   29.843  (m)           97.91   (f) ADJ UNCH    2 0
 AE0483
 AE0483.Superseded values are not recommended for survey control.
 AE0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0483.See file dsdata.txt to determine how the superseded data were derived.
 AE0483
 AE0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ837104(NAD 83)
 AE0483_MARKER: DB = BENCH MARK DISK
 AE0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0483_STAMPING: Y 654
 AE0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0483+STABILITY: SURFACE MOTION
 AE0483
 AE0483  HISTORY     - Date     Condition        Report By
 AE0483  HISTORY     - UNK      MONUMENTED       CGS
 AE0483  HISTORY     - 1942     GOOD             NGS
 AE0483  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0483  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0483  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 AE0483
 AE0483                          STATION DESCRIPTION
 AE0483
 AE0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0483'IN EDINBURG.
 AE0483'TO REACH FROM THE COURTHOUSE AT EDINBURG.  PROCEED 0.7 MILE NORTHERLY
 AE0483'ALONG U.S. HIGHWAY NO. 281 TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0483'ACROSS HIGHWAY FROM AN AUTO COURT, 37.8 FEET SOUTH OF AND ABOUT 1.0
 AE0483'FOOT BELOW CENTERLINE OF SOUTHERN PACIFIC RAILROAD TRACKS, 61.0 FEET
 AE0483'WEST OF CENTERLINE OF HIGHWAY, 10.0 FEET NORTH OF RIGHT-OF-WAY FENCE,
 AE0483'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AE0483'FOOT.
 AE0483
 AE0483                          STATION RECOVERY (1962)
 AE0483
 AE0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0483'MARK NOT FOUND.
 AE0483
 AE0483                          STATION RECOVERY (1987)
 AE0483
 AE0483'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0483'MARK NOT FOUND.
 AE0483
 AE0483                          STATION RECOVERY (2004)
 AE0483
 AE0483'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLL)
 AE0483'HIGHWAY 281 HAS BEEN WIDENDED AND MARK HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0444 ***********************************************************************
 AE0444  DESIGNATION -  Y 655
 AE0444  PID         -  AE0444
 AE0444  STATE/COUNTY-  TX/HIDALGO
 AE0444  USGS QUAD   -  HARGILL (1963)
 AE0444
 AE0444                         *CURRENT SURVEY CONTROL
 AE0444  ___________________________________________________________________
 AE0444* NAD 83(1986)-  26 24 11.     (N)    098 05 09.     (W)     SCALED    
 AE0444* NAVD 88     -        22.528  (meters)      73.91   (feet)  ADJUSTED  
 AE0444  ___________________________________________________________________
 AE0444  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE0444  DYNAMIC HT  -          22.491 (meters)      73.79  (feet)  COMP
 AE0444  MODELED GRAV-     979,028.9   (mgal)                       NAVD 88
 AE0444
 AE0444  VERT ORDER  -  SECOND    CLASS 0
 AE0444
 AE0444.The horizontal coordinates were scaled from a topographic map and have
 AE0444.an estimated accuracy of +/- 6 seconds.
 AE0444
 AE0444.The orthometric height was determined by differential leveling
 AE0444.and adjusted by the National Geodetic Survey in June 1991..
 AE0444
 AE0444.The geoid height was determined by GEOID03.
 AE0444
 AE0444.The dynamic height is computed by dividing the NAVD 88
 AE0444.geopotential number by the normal gravity value computed on the
 AE0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0444.degrees latitude (g = 980.6199 gals.).
 AE0444
 AE0444.The modeled gravity was interpolated from observed gravity values.
 AE0444
 AE0444;                    North         East    Units  Estimated Accuracy
 AE0444;SPC TX S     - 5,081,660.      341,320.      MT  (+/- 180 meters Scaled)
 AE0444
 AE0444                          SUPERSEDED SURVEY CONTROL
 AE0444
 AE0444  NGVD 29 (??/??/92)   22.64   (m)           74.3    (f) COMPUTED    2 0
 AE0444
 AE0444.Superseded values are not recommended for survey control.
 AE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0444.See file dsdata.txt to determine how the superseded data were derived.
 AE0444
 AE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ911206(NAD 83)
 AE0444_MARKER: DB = BENCH MARK DISK
 AE0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0444_STAMPING: Y 655 1942
 AE0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0444+STABILITY: SURFACE MOTION
 AE0444
 AE0444  HISTORY     - Date     Condition        Report By
 AE0444  HISTORY     - 1942     MONUMENTED       CGS
 AE0444
 AE0444                          STATION DESCRIPTION
 AE0444
 AE0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0444'12.5 MI NE FROM EDINBURG.
 AE0444'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0444'9. MILES ALONG U.S. HIGHWAY NO. 281, THENCE EASTERLY 3.5 MILES ALONG
 AE0444'DIRT ROAD PAST GULF STATES RECYCLING COMPANY (SAN SALVADOR PLANT) TO
 AE0444'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST OF SAN
 AE0444'SALVADOR PLANT AND 2 FEET SOUTH OF ROAD FENCE.  IT IS 21. FEET SOUTH
 AE0444'OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF ROAD AND 3. FEET EAST
 AE0444'OF A JX4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0339 ***********************************************************************
 AE0339  DESIGNATION -  Y 656
 AE0339  PID         -  AE0339
 AE0339  STATE/COUNTY-  TX/HIDALGO
 AE0339  USGS QUAD   -  DONNA (1983)
 AE0339
 AE0339                         *CURRENT SURVEY CONTROL
 AE0339  ___________________________________________________________________
 AE0339* NAD 83(1986)-  26 10 41.     (N)    098 05 34.     (W)     SCALED    
 AE0339* NAVD 88     -        29.168  (meters)      95.70   (feet)  ADJUSTED  
 AE0339  ___________________________________________________________________
 AE0339  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AE0339  DYNAMIC HT  -          29.120 (meters)      95.54  (feet)  COMP
 AE0339  MODELED GRAV-     978,999.7   (mgal)                       NAVD 88
 AE0339
 AE0339  VERT ORDER  -  FIRST     CLASS II
 AE0339
 AE0339.The horizontal coordinates were scaled from a topographic map and have
 AE0339.an estimated accuracy of +/- 6 seconds.
 AE0339
 AE0339.The orthometric height was determined by differential leveling
 AE0339.and adjusted by the National Geodetic Survey in June 1991..
 AE0339
 AE0339.The geoid height was determined by GEOID03.
 AE0339
 AE0339.The dynamic height is computed by dividing the NAVD 88
 AE0339.geopotential number by the normal gravity value computed on the
 AE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0339.degrees latitude (g = 980.6199 gals.).
 AE0339
 AE0339.The modeled gravity was interpolated from observed gravity values.
 AE0339
 AE0339;                    North         East    Units  Estimated Accuracy
 AE0339;SPC TX S     - 5,056,730.      340,710.      MT  (+/- 180 meters Scaled)
 AE0339
 AE0339                          SUPERSEDED SURVEY CONTROL
 AE0339
 AE0339  NGVD 29 (??/??/92)   29.287  (m)           96.09   (f) ADJ UNCH    1 2
 AE0339
 AE0339.Superseded values are not recommended for survey control.
 AE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0339.See file dsdata.txt to determine how the superseded data were derived.
 AE0339
 AE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP906957(NAD 83)
 AE0339_MARKER: DB = BENCH MARK DISK
 AE0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0339_SP_SET: CULVERT
 AE0339_STAMPING: Y 656 1942
 AE0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0339
 AE0339  HISTORY     - Date     Condition        Report By
 AE0339  HISTORY     - 1942     MONUMENTED       CGS
 AE0339  HISTORY     - 1943     GOOD             USGS
 AE0339  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0339  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0339
 AE0339                          STATION DESCRIPTION
 AE0339
 AE0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0339'2.3 MI W FROM DONNA.
 AE0339'TO REACH FROM THE U.S. POST OFFICE AT DONNA-- PROCEED 1. BLOCK NORTH
 AE0339'TO HIGHWAY, THENCE WESTERLY 2.3 MILES ALONG U.S. HIGHWAY NO. 281 TO
 AE0339'THE SITE OF THE BENCH MARK.  BENCH MARK IS IN THE MIDDLE OF THE NORTH
 AE0339'HEAD WALL OF CONCRETE ROAD CULVERT AND ABOUT 750. FEET WEST OF MILE
 AE0339'POST A25.
 AE0339
 AE0339                          STATION RECOVERY (1943)
 AE0339
 AE0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0339'BENCH MARK IS ABOUT 2.4 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AE0339'RAILROAD FROM THE STATION AT DONNA, ABOUT 0.2 MILE WEST OF MILE POLE
 AE0339'NO. A-25, AND 50.0 FEET SOUTH OF THE CENTERLINE OF THE TRACKS. IT IS
 AE0339'24.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 83 AND IS SET
 AE0339'HORIZONTALLY IN THE CENTER OF THE NORTH HEADWALL OF CONCRETE CULVERT
 AE0339'UNDER THE HIGHWAY. A DISK SET IN DRILL HOLE.
 AE0339
 AE0339                          STATION RECOVERY (1981)
 AE0339
 AE0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0339'MARK NOT RECOVERED.
 AE0339
 AE0339                          STATION RECOVERY (1987)
 AE0339
 AE0339'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0343 ***********************************************************************
 AE0343  DESIGNATION -  Y 658
 AE0343  PID         -  AE0343
 AE0343  STATE/COUNTY-  TX/HIDALGO
 AE0343  USGS QUAD   -  PHARR (1983)
 AE0343
 AE0343                         *CURRENT SURVEY CONTROL
 AE0343  ___________________________________________________________________
 AE0343* NAD 83(1986)-  26 11 13.     (N)    098 08 29.     (W)     SCALED    
 AE0343* NAVD 88     -        31.316  (meters)     102.74   (feet)  ADJUSTED  
 AE0343  ___________________________________________________________________
 AE0343  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AE0343  DYNAMIC HT  -          31.265 (meters)     102.58  (feet)  COMP
 AE0343  MODELED GRAV-     978,997.6   (mgal)                       NAVD 88
 AE0343
 AE0343  VERT ORDER  -  FIRST     CLASS II
 AE0343
 AE0343.The horizontal coordinates were scaled from a topographic map and have
 AE0343.an estimated accuracy of +/- 6 seconds.
 AE0343
 AE0343.The orthometric height was determined by differential leveling
 AE0343.and adjusted by the National Geodetic Survey in June 1991..
 AE0343
 AE0343.The geoid height was determined by GEOID03.
 AE0343
 AE0343.The dynamic height is computed by dividing the NAVD 88
 AE0343.geopotential number by the normal gravity value computed on the
 AE0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0343.degrees latitude (g = 980.6199 gals.).
 AE0343
 AE0343.The modeled gravity was interpolated from observed gravity values.
 AE0343
 AE0343;                    North         East    Units  Estimated Accuracy
 AE0343;SPC TX S     - 5,057,700.      335,850.      MT  (+/- 180 meters Scaled)
 AE0343
 AE0343                          SUPERSEDED SURVEY CONTROL
 AE0343
 AE0343  NGVD 29 (??/??/92)   31.437  (m)          103.14   (f) ADJ UNCH    1 2
 AE0343
 AE0343.Superseded values are not recommended for survey control.
 AE0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0343.See file dsdata.txt to determine how the superseded data were derived.
 AE0343
 AE0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP857966(NAD 83)
 AE0343_MARKER: DB = BENCH MARK DISK
 AE0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0343_SP_SET: CULVERT
 AE0343_STAMPING: Y 658 1942
 AE0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0343
 AE0343  HISTORY     - Date     Condition        Report By
 AE0343  HISTORY     - 1942     MONUMENTED       CGS
 AE0343  HISTORY     - 1963     MARK NOT FOUND   USGS
 AE0343  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0343
 AE0343                          STATION DESCRIPTION
 AE0343
 AE0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0343'1.5 MI W FROM ALAMO.
 AE0343'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ALAMO-- PROCEED
 AE0343'WESTERLY 1.5 MILES ALONG U.S. HIGHWAY 281 TO THE SITE OF THE BENCH
 AE0343'MARK.  BENCH MARK IS IN MIDDLE OF NORTH HEAD WALL OF A CONCRETE ROAD
 AE0343'CULVERT AND ABOUT 500. FEET WEST OF MILE POST A28.
 AE0343
 AE0343                          STATION RECOVERY (1963)
 AE0343
 AE0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AE0343'1.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AE0343'AT ALAMO, HILDAGO COUNTY, 1.2 MILES EAST FROM THE STATION AT SAN
 AE0343'JUAN, 48 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AE0343'OF THE TRACKS, 24.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 83
 AE0343'AND SET HORIZONTALLY IN A DRILL HOLE IN THE CENTER OF THE NORTH
 AE0343'HEADWALL OF A CONCRETE HIGHWAY CULVERT.
 AE0343
 AE0343                          STATION RECOVERY (1987)
 AE0343
 AE0343'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0754 ***********************************************************************
 AW0754  DESIGNATION -  Y 659
 AW0754  PID         -  AW0754
 AW0754  STATE/COUNTY-  TX/HARRIS
 AW0754  USGS QUAD   -  MONT BELVIEU (1994)
 AW0754
 AW0754                         *CURRENT SURVEY CONTROL
 AW0754  ___________________________________________________________________
 AW0754* NAD 83(1986)-  29 49 08.     (N)    094 58 05.     (W)     SCALED    
 AW0754* NAVD 88     -        10.704  (meters)      35.12   (feet)  ADJUSTED  
 AW0754  ___________________________________________________________________
 AW0754  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0754  DYNAMIC HT  -          10.689 (meters)      35.07  (feet)  COMP
 AW0754  MODELED GRAV-     979,291.8   (mgal)                       NAVD 88
 AW0754
 AW0754  VERT ORDER  -  FIRST     CLASS II
 AW0754
 AW0754.The horizontal coordinates were scaled from a topographic map and have
 AW0754.an estimated accuracy of +/- 6 seconds.
 AW0754
 AW0754.The orthometric height was determined by differential leveling
 AW0754.and adjusted by the National Geodetic Survey in June 1991..
 AW0754
 AW0754.The geoid height was determined by GEOID03.
 AW0754
 AW0754.The dynamic height is computed by dividing the NAVD 88
 AW0754.geopotential number by the normal gravity value computed on the
 AW0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0754.degrees latitude (g = 980.6199 gals.).
 AW0754
 AW0754.The modeled gravity was interpolated from observed gravity values.
 AW0754
 AW0754;                    North         East    Units  Estimated Accuracy
 AW0754;SPC TXSC     - 4,226,770.      989,620.      MT  (+/- 180 meters Scaled)
 AW0754
 AW0754                          SUPERSEDED SURVEY CONTROL
 AW0754
 AW0754  NGVD 29 (12/23/87)   10.701  (m)           35.11   (f) ADJUSTED    1 2
 AW0754
 AW0754.Superseded values are not recommended for survey control.
 AW0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0754.See file dsdata.txt to determine how the superseded data were derived.
 AW0754
 AW0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP098003(NAD 83)
 AW0754_MARKER: DB = BENCH MARK DISK
 AW0754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0754_SP_SET: HEADWALL
 AW0754_STAMPING: Y 659 1942
 AW0754_MARK LOGO: CGS   
 AW0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0754+STABILITY: SURFACE MOTION
 AW0754
 AW0754  HISTORY     - Date     Condition        Report By
 AW0754  HISTORY     - 1942     MONUMENTED       CGS
 AW0754  HISTORY     - 1963     GOOD             NGS
 AW0754  HISTORY     - 1978     GOOD             NGS
 AW0754  HISTORY     - 1978     GOOD             DOD
 AW0754  HISTORY     - 1987     GOOD             NGS
 AW0754  HISTORY     - 1990     GOOD             USPSQD
 AW0754  HISTORY     - 19940722 GOOD             USPSQD
 AW0754  HISTORY     - 20051228 GOOD             USPSQD
 AW0754
 AW0754                          STATION DESCRIPTION
 AW0754
 AW0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0754'4.9 MI N FROM CEDAR BAYOU.
 AW0754'ABOUT 3.85 MILES NORTH ALONG CROSBY-CEDAR BAYOU ROAD FROM THE ASSEMBLY
 AW0754'OF GOD CHURCH AT CEDAR BAYOU, THENCE 0.2 MILE WEST ALONG U.S.
 AW0754'INTERSTATE HIGHWAY 10, THENCE 0.85 MILE NORTH ALONG THE CROSBY-CEDAR
 AW0754'BAYOU ROAD, ABOUT 0.65 MILE NORTH OF THE SHILOH CHURCH, 0.35 MILE
 AW0754'SOUTH OF THE INTERSECTION OF WALLISVILLE ROAD, 11 FEET EAST OF THE
 AW0754'CENTER LINE OF THE ROAD, AND SET IN THE TOP OF THE NORTH END OF THE
 AW0754'EAST CONCRETE HEAD WALL OF A CULVERT.
 AW0754
 AW0754                          STATION RECOVERY (1978)
 AW0754
 AW0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0754'RECOVERED IN GOOD CONDITION.
 AW0754
 AW0754                          STATION RECOVERY (1978)
 AW0754
 AW0754'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0754'RECOVERED IN GOOD CONDITION.
 AW0754
 AW0754                          STATION RECOVERY (1987)
 AW0754
 AW0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0754'RECOVERED IN GOOD CONDITION.
 AW0754
 AW0754                          STATION RECOVERY (1990)
 AW0754
 AW0754'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0754'RECOVERED IN GOOD CONDITION.
 AW0754
 AW0754                          STATION RECOVERY (1994)
 AW0754
 AW0754'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0754'RECOVERED IN GOOD CONDITION.
 AW0754
 AW0754                          STATION RECOVERY (2005)
 AW0754
 AW0754'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AW0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2900 ***********************************************************************
 AW2900  DESIGNATION -  Y 660
 AW2900  PID         -  AW2900
 AW2900  STATE/COUNTY-  TX/CHAMBERS
 AW2900  USGS QUAD   -  MONT BELVIEU (1994)
 AW2900
 AW2900                         *CURRENT SURVEY CONTROL
 AW2900  ___________________________________________________________________
 AW2900* NAD 83(1986)-  29 51 07.     (N)    094 55 53.     (W)     SCALED    
 AW2900* NAVD 88     -        10.38   (+/-2cm)      34.1    (feet)  VERTCON   
 AW2900  ___________________________________________________________________
 AW2900  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2900
 AW2900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2900
 AW2900.The horizontal coordinates were scaled from a topographic map and have
 AW2900.an estimated accuracy of +/- 6 seconds.
 AW2900
 AW2900.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2900.The vertical order pertains to the NGVD 29 superseded value.
 AW2900
 AW2900.The geoid height was determined by GEOID03.
 AW2900
 AW2900;                    North         East    Units  Estimated Accuracy
 AW2900;SPC TXSC     - 4,230,560.      993,030.      MT  (+/- 180 meters Scaled)
 AW2900
 AW2900                          SUPERSEDED SURVEY CONTROL
 AW2900
 AW2900  NGVD 29 (??/??/92)   10.380  (m)           34.06   (f) ADJ UNCH    2 0
 AW2900
 AW2900.Superseded values are not recommended for survey control.
 AW2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2900.See file dsdata.txt to determine how the superseded data were derived.
 AW2900
 AW2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP134039(NAD 83)
 AW2900_MARKER: DB = BENCH MARK DISK
 AW2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2900_STAMPING: Y 660 1942
 AW2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2900+STABILITY: SURFACE MOTION
 AW2900
 AW2900  HISTORY     - Date     Condition        Report By
 AW2900  HISTORY     - 1942     MONUMENTED       CGS
 AW2900  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2900  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2900  HISTORY     - 20031230 MARK NOT FOUND   USPSQD
 AW2900
 AW2900                          STATION DESCRIPTION
 AW2900
 AW2900'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW2900'3.0 MI W FROM MOTN BELVIEU.
 AW2900'0.6 MILE NORTH ALONG STATE HIGHWAY 146, FROM THE METHODIST CHURCH AT
 AW2900'MONT BELVIEU, CHAMBERS COUNTY, THENCE 2.4 MILES WEST ALONG A SHELL
 AW2900'ROAD, 0.9 MILE EAST OF THE HARRIS-CHAMBERS COUNTY LINE AND A WOODEN
 AW2900'BRIDGE OVER CEDAR BAYOU, AT THE NORTHWEST CORNER OF A FIELD, 68 FEET
 AW2900'EAST OF A DENSELY-WOODED PASTURE AND A FENCE CORNER, 25 FEET SOUTH OF
 AW2900'THE CENTERLINE OF THE ROAD, 2.9 FEET WEST OF A POLE, 1 FOOT NORTH OF
 AW2900'THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AW2900'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN A CONCRETE POST
 AW2900'PROJECTING 0.5 FOOT ABOVE GROUND.
 AW2900
 AW2900                          STATION RECOVERY (1997)
 AW2900
 AW2900'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2900'MARK NOT FOUND.
 AW2900
 AW2900                          STATION RECOVERY (2001)
 AW2900
 AW2900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2900'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2900
 AW2900                          STATION RECOVERY (2003)
 AW2900
 AW2900'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0842 ***********************************************************************
 AW0842  DESIGNATION -  Y 661
 AW0842  PID         -  AW0842
 AW0842  STATE/COUNTY-  TX/HARRIS
 AW0842  USGS QUAD   -  CROSBY (1982)
 AW0842
 AW0842                         *CURRENT SURVEY CONTROL
 AW0842  ___________________________________________________________________
 AW0842* NAD 83(1986)-  29 59 30.     (N)    095 05 32.     (W)     SCALED    
 AW0842* NAVD 88     -        19.690  (meters)      64.60   (feet)  ADJUSTED  
 AW0842  ___________________________________________________________________
 AW0842  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0842  DYNAMIC HT  -          19.663 (meters)      64.51  (feet)  COMP
 AW0842  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 AW0842
 AW0842  VERT ORDER  -  FIRST     CLASS II
 AW0842
 AW0842.The horizontal coordinates were scaled from a topographic map and have
 AW0842.an estimated accuracy of +/- 6 seconds.
 AW0842
 AW0842.The orthometric height was determined by differential leveling
 AW0842.and adjusted by the National Geodetic Survey in June 1991..
 AW0842
 AW0842.The geoid height was determined by GEOID03.
 AW0842
 AW0842.The dynamic height is computed by dividing the NAVD 88
 AW0842.geopotential number by the normal gravity value computed on the
 AW0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0842.degrees latitude (g = 980.6199 gals.).
 AW0842
 AW0842.The modeled gravity was interpolated from observed gravity values.
 AW0842
 AW0842;                    North         East    Units  Estimated Accuracy
 AW0842;SPC TXSC     - 4,245,500.      976,980.      MT  (+/- 180 meters Scaled)
 AW0842
 AW0842                          SUPERSEDED SURVEY CONTROL
 AW0842
 AW0842  NGVD 29 (12/23/87)   19.689  (m)           64.60   (f) ADJUSTED    1 2
 AW0842
 AW0842.Superseded values are not recommended for survey control.
 AW0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0842.See file dsdata.txt to determine how the superseded data were derived.
 AW0842
 AW0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP981197(NAD 83)
 AW0842_MARKER: DB = BENCH MARK DISK
 AW0842_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0842_SP_SET: HEADWALL
 AW0842_STAMPING: Y 661 1942
 AW0842_MARK LOGO: CGS   
 AW0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0842+STABILITY: SURFACE MOTION
 AW0842
 AW0842  HISTORY     - Date     Condition        Report By
 AW0842  HISTORY     - 1942     MONUMENTED       CGS
 AW0842  HISTORY     - 1973     GOOD             NGS
 AW0842  HISTORY     - 1978     GOOD             NGS
 AW0842  HISTORY     - 1987     GOOD             NGS
 AW0842  HISTORY     - 19941213 MARK NOT FOUND   USPSQD
 AW0842
 AW0842                          STATION DESCRIPTION
 AW0842
 AW0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0842'2.2 MI S FROM HUFFMAN.
 AW0842'ABOUT 2.2 MILES SOUTH ALONG HIGHWAY FM 2100 FROM THE INTERSECTION OF
 AW0842'HIGHWAYS FM 2100 AND FM 1960.  SET IN THE SOUTH END OF THE WEST
 AW0842'HEADWALL OF A 4 FT. X 5 FT. BOX CULVERT, 22 FEET WEST OF THE CENTER
 AW0842'LINE OF FM 2100, 72 FEET SOUTHEAST ONE STORY FRAME HOUSE, .8 FEET
 AW0842'NORTH OF THE SOUTH END OF THE HEADWALL, 29 FEET NORTHEAST OF A POWER
 AW0842'POLE.  A STANDARD DISK ABOUT LEVEL WITH THE HIGHWAY SET IN THE
 AW0842'HEADWALL OF A BOX CULVERT.  NOTE-- ON DETERMINING THAT THIS MARK WAS Y
 AW0842'661 IT WAS RESTAMPED 1942 BY THIS PARTY.
 AW0842
 AW0842                          STATION RECOVERY (1978)
 AW0842
 AW0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0842'RECOVERED IN GOOD CONDITION.
 AW0842
 AW0842                          STATION RECOVERY (1987)
 AW0842
 AW0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0842'RECOVERED IN GOOD CONDITION.
 AW0842
 AW0842                          STATION RECOVERY (1994)
 AW0842
 AW0842'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1217 ***********************************************************************
 BL1217  DESIGNATION -  Y 662
 BL1217  PID         -  BL1217
 BL1217  STATE/COUNTY-  TX/HARRIS
 BL1217  USGS QUAD   -  MAEDAN (1982)
 BL1217
 BL1217                         *CURRENT SURVEY CONTROL
 BL1217  ___________________________________________________________________
 BL1217* NAD 83(1986)-  30 00 05.     (N)    095 17 39.     (W)     SCALED    
 BL1217* NAVD 88     -        27.40   (+/-2cm)      89.9    (feet)  VERTCON   
 BL1217  ___________________________________________________________________
 BL1217  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1217
 BL1217  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1217
 BL1217.The horizontal coordinates were scaled from a topographic map and have
 BL1217.an estimated accuracy of +/- 6 seconds.
 BL1217
 BL1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1217.The vertical order pertains to the NGVD 29 superseded value.
 BL1217
 BL1217.The geoid height was determined by GEOID03.
 BL1217
 BL1217;                    North         East    Units  Estimated Accuracy
 BL1217;SPC TXSC     - 4,245,950.      957,470.      MT  (+/- 180 meters Scaled)
 BL1217
 BL1217                          SUPERSEDED SURVEY CONTROL
 BL1217
 BL1217  NGVD 29 (??/??/92)   27.397  (m)           89.89   (f) ADJ UNCH    1 2
 BL1217
 BL1217.Superseded values are not recommended for survey control.
 BL1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1217.See file dsdata.txt to determine how the superseded data were derived.
 BL1217
 BL1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP787211(NAD 83)
 BL1217_MARKER: DB = BENCH MARK DISK
 BL1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1217_SP_SET: CULVERT
 BL1217_STAMPING: Y 662 1942
 BL1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1217
 BL1217  HISTORY     - Date     Condition        Report By
 BL1217  HISTORY     - 1942     MONUMENTED       CGS
 BL1217  HISTORY     - 1973     GOOD             NGS
 BL1217  HISTORY     - 1978     GOOD             NGS
 BL1217  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1217  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 BL1217  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1217
 BL1217                          STATION DESCRIPTION
 BL1217
 BL1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1217'1.5 MI W FROM HUMBLE.
 BL1217'ABOUT 1.5 MILES WEST ALONG FARM ROAD 1960 FROM THE US HIGHWAY 59
 BL1217'OVERPASS OVER THE FARM ROAD AT HUMBLE, SET ON THE TOP OF THE WEST END
 BL1217'OF THE SOUTH CONCRETE HEADWALL FOR A 5-BY-13-FOOT BOX CULVERT UNDER
 BL1217'THE FARM ROAD, 16 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 84
 BL1217'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE FARM ROAD AND
 BL1217'SEARS ROAD, 4 FEET EAST OF THE WEST END OF THE HEADWALL AND 1 FOOT
 BL1217'ABOVE THE LEVEL OF THE FARM ROAD.
 BL1217
 BL1217                          STATION RECOVERY (1978)
 BL1217
 BL1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1217'RECOVERED IN GOOD CONDITION.
 BL1217
 BL1217                          STATION RECOVERY (1987)
 BL1217
 BL1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1217'THERE IS A NEW CULVERT AT THIS LOCATION.
 BL1217
 BL1217                          STATION RECOVERY (1996)
 BL1217
 BL1217'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1217'MARK NOT FOUND.
 BL1217
 BL1217                          STATION RECOVERY (2004)
 BL1217
 BL1217'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0399 ***********************************************************************
 BL0399  DESIGNATION -  Y 663
 BL0399  PID         -  BL0399
 BL0399  STATE/COUNTY-  TX/LIBERTY
 BL0399  USGS QUAD   -  DAISETTA (1984)
 BL0399
 BL0399                         *CURRENT SURVEY CONTROL
 BL0399  ___________________________________________________________________
 BL0399* NAD 83(1986)-  30 03 03.     (N)    094 43 37.     (W)     SCALED    
 BL0399* NAVD 88     -        21.112  (meters)      69.27   (feet)  ADJUSTED  
 BL0399  ___________________________________________________________________
 BL0399  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0399  DYNAMIC HT  -          21.083 (meters)      69.17  (feet)  COMP
 BL0399  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 BL0399
 BL0399  VERT ORDER  -  FIRST     CLASS I
 BL0399
 BL0399.The horizontal coordinates were scaled from a topographic map and have
 BL0399.an estimated accuracy of +/- 6 seconds.
 BL0399
 BL0399.The orthometric height was determined by differential leveling
 BL0399.and adjusted by the National Geodetic Survey in June 1991..
 BL0399
 BL0399.The geoid height was determined by GEOID03.
 BL0399
 BL0399.The dynamic height is computed by dividing the NAVD 88
 BL0399.geopotential number by the normal gravity value computed on the
 BL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0399.degrees latitude (g = 980.6199 gals.).
 BL0399
 BL0399.The modeled gravity was interpolated from observed gravity values.
 BL0399
 BL0399;                    North         East    Units  Estimated Accuracy
 BL0399;SPC TX C     - 3,056,210.    1,240,450.      MT  (+/- 180 meters Scaled)
 BL0399
 BL0399                          SUPERSEDED SURVEY CONTROL
 BL0399
 BL0399  NGVD 29 (12/23/87)   21.115  (m)           69.27   (f) ADJUSTED    1 1
 BL0399
 BL0399.Superseded values are not recommended for survey control.
 BL0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0399.See file dsdata.txt to determine how the superseded data were derived.
 BL0399
 BL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP335256(NAD 83)
 BL0399_MARKER: DB = BENCH MARK DISK
 BL0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0399_SP_SET: CONCRETE POST
 BL0399_STAMPING: Y 663 1942
 BL0399_MARK LOGO: CGS   
 BL0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0399+STABILITY: SURFACE MOTION
 BL0399
 BL0399  HISTORY     - Date     Condition        Report By
 BL0399  HISTORY     - 1942     MONUMENTED       CGS
 BL0399  HISTORY     - 1972     GOOD             NGS
 BL0399  HISTORY     - 1987     GOOD             NGS
 BL0399  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0399  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0399
 BL0399                          STATION DESCRIPTION
 BL0399
 BL0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0399'3.4 MI W FROM RAYWOOD.
 BL0399'ABOUT 3.4 MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE, ABOUT 1
 BL0399'MILE EAST OF THE INTERSECTION OF FARM ROAD 160 AT AMES, ABOUT 0.1 MILE
 BL0399'WEST OF THE LARGEST HANGAR OF TWO HANGARS AT THE OLD DARRELL AIRPORT
 BL0399'(NOW THE COUNTRY VILLA MOBILE HOME PARK), 107 FEET NORTHEAST OF THE
 BL0399'JUNCTION OF A GRAVEL DRIVE LEADING SOUTH, 65.5 FEET NORTH OF THE
 BL0399'CENTER LINE OF THE HIGHWAY, 39.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 BL0399'SOUTHERN PACIFIC RAILROAD, 11.7 FEET WEST OF A TELEGRAPH POLE AND IS
 BL0399'IN LINE WITH THE POLES, 1 FOOT NORTH OF A METAL WITNESS POST ABOUT 2
 BL0399'FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BL0399'POST PROJECTING 0.6 FOOT.
 BL0399
 BL0399                          STATION RECOVERY (1987)
 BL0399
 BL0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0399'RECOVERED IN GOOD CONDITION.
 BL0399
 BL0399                          STATION RECOVERY (1996)
 BL0399
 BL0399'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0399'MARK NOT FOUND.
 BL0399
 BL0399                          STATION RECOVERY (2004)
 BL0399
 BL0399'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5164 ***********************************************************************
 AE5164  DESIGNATION -  Y 664 RESET
 AE5164  PID         -  AE5164
 AE5164  STATE/COUNTY-  TX/LIBERTY
 AE5164  USGS QUAD   -  MOSS BLUFF (1993)
 AE5164
 AE5164                         *CURRENT SURVEY CONTROL
 AE5164  ___________________________________________________________________
 AE5164* NAD 83(1986)-  29 59 54.     (N)    094 51 57.     (W)     SCALED    
 AE5164* NAVD 88     -        18.39   (+/-2cm)      60.3    (feet)  VERTCON   
 AE5164  ___________________________________________________________________
 AE5164  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AE5164
 AE5164  VERT ORDER  -  THIRD (See Below)
 AE5164
 AE5164.The horizontal coordinates were scaled from a topographic map and have
 AE5164.an estimated accuracy of +/- 6 seconds.
 AE5164
 AE5164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5164.The vertical order pertains to the NGVD 29 superseded value.
 AE5164
 AE5164.The geoid height was determined by GEOID03.
 AE5164
 AE5164;                    North         East    Units  Estimated Accuracy
 AE5164;SPC TX C     - 3,049,730.    1,227,350.      MT  (+/- 180 meters Scaled)
 AE5164
 AE5164                          SUPERSEDED SURVEY CONTROL
 AE5164
 AE5164  NGVD 29 (01/29/03)   18.39   (m)           60.3    (f) RESET       3  
 AE5164
 AE5164.Superseded values are not recommended for survey control.
 AE5164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5164.See file dsdata.txt to determine how the superseded data were derived.
 AE5164
 AE5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP200200(NAD 83)
 AE5164_MARKER: DV = VERTICAL CONTROL DISK
 AE5164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5164_STAMPING: Y 664 RESET 1996
 AE5164_MARK LOGO: NGS   
 AE5164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5164+STABILITY: SURFACE MOTION
 AE5164
 AE5164  HISTORY     - Date     Condition        Report By
 AE5164  HISTORY     - 1996     MONUMENTED       TXDOT
 AE5164  HISTORY     - 20040315 GOOD             USPSQD
 AE5164
 AE5164                          STATION DESCRIPTION
 AE5164
 AE5164'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1996 (RKB)
 AE5164'ABOUT 0.15 MILES (0.24 KM) NORTHEAST ALONG US HIGHWAY 90 FROM THE
 AE5164'DAYTON HIGH SCHOOL AT DAYTON, THENCE ABOUT 3.7 MILES (6.0 KM)
 AE5164'SOUTHEAST ALONG FARM ROAD 1409, FLUSH MOUNTED IN THE GROUND, 18 FEET
 AE5164'(5.5 M) NORTHEAST OF THE CENTERLINE OF THE ROAD, 100 FEET (30.5 M)
 AE5164'NORTHWEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 46 FEET (14.0 M)
 AE5164'SOUTHEAST OF A 7 FOOT (2.1 M) BY 7 FOOT (2.1 M) BOX CULVERT, AND ABOUT
 AE5164'LEVEL WITH THE ROAD 3 FEET (0.9 M) BEHIND THE METAL BEAM GUARD FENCE.
 AE5164
 AE5164                          STATION RECOVERY (2004)
 AE5164
 AE5164'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AE5164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0722 ***********************************************************************
 AW0722  DESIGNATION -  Y 665
 AW0722  PID         -  AW0722
 AW0722  STATE/COUNTY-  TX/LIBERTY
 AW0722  USGS QUAD   -  SHEEKS (1993)
 AW0722
 AW0722                         *CURRENT SURVEY CONTROL
 AW0722  ___________________________________________________________________
 AW0722* NAD 83(1986)-  29 56 35.     (N)    094 57 07.     (W)     SCALED    
 AW0722* NAVD 88     -        16.44   (+/-2cm)      53.9    (feet)  VERTCON   
 AW0722  ___________________________________________________________________
 AW0722  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW0722
 AW0722  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0722
 AW0722.The horizontal coordinates were scaled from a topographic map and have
 AW0722.an estimated accuracy of +/- 6 seconds.
 AW0722
 AW0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0722.The vertical order pertains to the NGVD 29 superseded value.
 AW0722
 AW0722.The geoid height was determined by GEOID03.
 AW0722
 AW0722;                    North         East    Units  Estimated Accuracy
 AW0722;SPC TX C     - 3,043,210.    1,219,350.      MT  (+/- 180 meters Scaled)
 AW0722
 AW0722                          SUPERSEDED SURVEY CONTROL
 AW0722
 AW0722  NGVD 29 (??/??/92)   16.437  (m)           53.93   (f) ADJ UNCH    1 2
 AW0722
 AW0722.Superseded values are not recommended for survey control.
 AW0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0722.See file dsdata.txt to determine how the superseded data were derived.
 AW0722
 AW0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP116140(NAD 83)
 AW0722_MARKER: DB = BENCH MARK DISK
 AW0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0722_STAMPING: Y 665 1942
 AW0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0722+STABILITY: SURFACE MOTION
 AW0722
 AW0722  HISTORY     - Date     Condition        Report By
 AW0722  HISTORY     - 1942     MONUMENTED       CGS
 AW0722  HISTORY     - 1963     GOOD             NGS
 AW0722  HISTORY     - 1978     GOOD             NGS
 AW0722  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0722  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0722
 AW0722                          STATION DESCRIPTION
 AW0722
 AW0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0722'9.3 MI SW FROM DAYTON.
 AW0722'ABOUT 6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE HIGH SCHOOL
 AW0722'AT DAYTON, THENCE 2.3 MILES SOUTH ALONG FARM ROAD 1413, THENCE 1.0
 AW0722'MILE SOUTH ALONG A SHELL ROAD, ABOUT 0.2 MILE NORTH OF AN IRRIGATION
 AW0722'DITCH, 29 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A
 AW0722'FENCE, 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW0722'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW0722
 AW0722                          STATION RECOVERY (1978)
 AW0722
 AW0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0722'RECOVERED IN GOOD CONDITION.
 AW0722
 AW0722                          STATION RECOVERY (1989)
 AW0722
 AW0722'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0722'MARK NOT FOUND.
 AW0722
 AW0722                          STATION RECOVERY (2004)
 AW0722
 AW0722'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0854 ***********************************************************************
 AW0854  DESIGNATION -  Y 666
 AW0854  PID         -  AW0854
 AW0854  STATE/COUNTY-  TX/HARRIS
 AW0854  USGS QUAD   -  HUMBLE (1995)
 AW0854
 AW0854                         *CURRENT SURVEY CONTROL
 AW0854  ___________________________________________________________________
 AW0854* NAD 83(1986)-  29 55 59.     (N)    095 22 01.     (W)     SCALED    
 AW0854* NAVD 88     -        24.57   (+/-2cm)      80.6    (feet)  VERTCON   
 AW0854  ___________________________________________________________________
 AW0854  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW0854
 AW0854  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0854
 AW0854.The horizontal coordinates were scaled from a topographic map and have
 AW0854.an estimated accuracy of +/- 6 seconds.
 AW0854
 AW0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0854.The vertical order pertains to the NGVD 29 superseded value.
 AW0854
 AW0854.The geoid height was determined by GEOID03.
 AW0854
 AW0854;                    North         East    Units  Estimated Accuracy
 AW0854;SPC TXSC     - 4,238,160.      950,690.      MT  (+/- 180 meters Scaled)
 AW0854
 AW0854                          SUPERSEDED SURVEY CONTROL
 AW0854
 AW0854  NGVD 29 (??/??/92)   24.57   (m)           80.6    (f) COMPUTED    1 2
 AW0854
 AW0854.Superseded values are not recommended for survey control.
 AW0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0854.See file dsdata.txt to determine how the superseded data were derived.
 AW0854
 AW0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP715137(NAD 83)
 AW0854_MARKER: DB = BENCH MARK DISK
 AW0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0854_STAMPING: Y 666 1942
 AW0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0854+STABILITY: SURFACE MOTION
 AW0854
 AW0854  HISTORY     - Date     Condition        Report By
 AW0854  HISTORY     - 1942     MONUMENTED       CGS
 AW0854  HISTORY     - 1954     GOOD             NGS
 AW0854  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW0854  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0854  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW0854
 AW0854                          STATION DESCRIPTION
 AW0854
 AW0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW0854'0.8 MI W FROM ALDINE.
 AW0854'0.8 MILE WEST ALONG FARM ROAD 525 FROM THE NEW SENIOR HIGH SCHOOL AT
 AW0854'ALDINE, 0.2 MILE EAST OF THE NORTH END OF A JOG IN THE FARM ROAD, 275
 AW0854'FEET EAST OF THE CENTER LINE OF ARMORY ROAD, 31 FEET NORTH OF THE
 AW0854'CENTER LINE OF THE FARM ROAD, 0.8 FOOT NORTH OF A WITNESS POST, SET IN
 AW0854'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AW0854'NOTE-- THE MARKER WAS PROBABLY DESTROYED DURING THE CONSTRUCTION OF
 AW0854'NEW HOMES IN THE AREA.
 AW0854
 AW0854                          STATION RECOVERY (1967)
 AW0854
 AW0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW0854'MARK NOT FOUND.
 AW0854
 AW0854                          STATION RECOVERY (1978)
 AW0854
 AW0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0854'NOT RECOVERED.
 AW0854
 AW0854                          STATION RECOVERY (2004)
 AW0854
 AW0854'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2053 ***********************************************************************
 AW2053  DESIGNATION -  Y 668
 AW2053  PID         -  AW2053
 AW2053  STATE/COUNTY-  TX/HARRIS
 AW2053  USGS QUAD   -  PEARLAND (1995)
 AW2053
 AW2053                         *CURRENT SURVEY CONTROL
 AW2053  ___________________________________________________________________
 AW2053* NAD 83(1986)-  29 37 16.     (N)    095 20 36.     (W)     SCALED    
 AW2053* NAVD 88     -        14.691  (meters)      48.20   (feet)  ADJUSTED  
 AW2053  ___________________________________________________________________
 AW2053  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2053  DYNAMIC HT  -          14.671 (meters)      48.13  (feet)  COMP
 AW2053  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW2053  OBS GRAVITY -     979,276.3   (mgal)                       GRAV_OBS
 AW2053
 AW2053  VERT ORDER  -  FIRST     CLASS II
 AW2053
 AW2053.The horizontal coordinates were scaled from a topographic map and have
 AW2053.an estimated accuracy of +/- 6 seconds.
 AW2053
 AW2053.The orthometric height was determined by differential leveling
 AW2053.and adjusted by the National Geodetic Survey in June 1991..
 AW2053
 AW2053.The geoid height was determined by GEOID03.
 AW2053
 AW2053.The dynamic height is computed by dividing the NAVD 88
 AW2053.geopotential number by the normal gravity value computed on the
 AW2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2053.degrees latitude (g = 980.6199 gals.).
 AW2053
 AW2053.The modeled gravity was interpolated from observed gravity values.
 AW2053.The observed gravity was obtained from relative gravimeter ties
 AW2053.to the IGSN71 gravity network.
 AW2053
 AW2053;                    North         East    Units  Estimated Accuracy
 AW2053;SPC TXSC     - 4,203,670.      954,050.      MT  (+/- 180 meters Scaled)
 AW2053
 AW2053                          SUPERSEDED SURVEY CONTROL
 AW2053
 AW2053  NGVD 29 (12/23/87)   14.687  (m)           48.19   (f) ADJUSTED    1 2
 AW2053
 AW2053.Superseded values are not recommended for survey control.
 AW2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2053.See file dsdata.txt to determine how the superseded data were derived.
 AW2053
 AW2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN731790(NAD 83)
 AW2053_MARKER: DB = BENCH MARK DISK
 AW2053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2053_SP_SET: HEADWALL
 AW2053_STAMPING: Y 668 1942
 AW2053_MARK LOGO: CGS   
 AW2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2053+STABILITY: SURFACE MOTION
 AW2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2053+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2053
 AW2053  HISTORY     - Date     Condition        Report By
 AW2053  HISTORY     - 1942     MONUMENTED       CGS
 AW2053  HISTORY     - 1973     GOOD             NGS
 AW2053  HISTORY     - 1974     GOOD             LOCENG
 AW2053  HISTORY     - 1978     GOOD             NGS
 AW2053  HISTORY     - 1987     GOOD             USPSQD
 AW2053  HISTORY     - 1987     GOOD             USPSQD
 AW2053  HISTORY     - 1987     GOOD             NGS
 AW2053  HISTORY     - 1988     GOOD             USPSQD
 AW2053  HISTORY     - 1988     GOOD             USPSQD
 AW2053  HISTORY     - 1989     GOOD             USPSQD
 AW2053  HISTORY     - 1989     GOOD             USPSQD
 AW2053  HISTORY     - 19900805 GOOD             USPSQD
 AW2053  HISTORY     - 20040211 GOOD             USPSQD
 AW2053  HISTORY     - 20050217 GOOD             USPSQD
 AW2053
 AW2053                          STATION DESCRIPTION
 AW2053
 AW2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2053'5.25 MI E FROM ALMEDA.
 AW2053'0.55 MILE NORTH ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF ANDERSON
 AW2053'ROAD AT ALMEDA, THENCE 4.7 MILES EAST ALONG ALMEDA-GENOA ROAD, 0.1
 AW2053'MILE WEST OF THE JUNCTION OF SWINGLE ROAD WEST, IN THE TOP AND 0.8
 AW2053'FOOT EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 2- BY
 AW2053'3-FOOT CONCRETE BOX CULVERT, 107 1/2 FEET NORTH AND ACROSS THE SWINGLE
 AW2053'ROAD FROM THE CENTER LINE OF THE ROAD, 14 FEET NORTH OF THE CENTER
 AW2053'LINE OF SWINGLE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW2053
 AW2053                          STATION RECOVERY (1974)
 AW2053
 AW2053'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW2053'RECOVERED IN GOOD CONDITION.
 AW2053
 AW2053                          STATION RECOVERY (1978)
 AW2053
 AW2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2053'RECOVERED IN GOOD CONDITION.
 AW2053
 AW2053                          STATION RECOVERY (1987)
 AW2053
 AW2053'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2053'RECOVERED IN GOOD CONDITION.
 AW2053
 AW2053                          STATION RECOVERY (1987)
 AW2053
 AW2053'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2053'RECOVERED IN GOOD CONDITION.
 AW2053
 AW2053                          STATION RECOVERY (1987)
 AW2053
 AW2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2053'RECOVERED IN GOOD CONDITION.
 AW2053
 AW2053                          STATION RECOVERY (1988)
 AW2053
 AW2053'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW2053'RECOVERED IN GOOD CONDITION.
 AW2053
 AW2053                          STATION RECOVERY (1988)
 AW2053
 AW2053'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2053'RECOVERED IN GOOD CONDITION.
 AW2053
 AW2053                          STATION RECOVERY (1989)
 AW2053
 AW2053'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2053'RECOVERED IN GOOD CONDITION.
 AW2053
 AW2053                          STATION RECOVERY (1989)
 AW2053
 AW2053'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2053'RECOVERED IN GOOD CONDITION.
 AW2053
 AW2053                          STATION RECOVERY (1990)
 AW2053
 AW2053'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2053'RECOVERED IN GOOD CONDITION.
 AW2053
 AW2053                          STATION RECOVERY (2004)
 AW2053
 AW2053'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2053'GO TO N 29 37 15.9  W 095 20 36.6
 AW2053
 AW2053                          STATION RECOVERY (2005)
 AW2053
 AW2053'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1048 ***********************************************************************
 AB1048  DESIGNATION -  Y 670
 AB1048  PID         -  AB1048
 AB1048  STATE/COUNTY-  TX/KENEDY
 AB1048  USGS QUAD   -  EL JARDIN (1975)
 AB1048
 AB1048                         *CURRENT SURVEY CONTROL
 AB1048  ___________________________________________________________________
 AB1048* NAD 83(1986)-  26 36 46.     (N)    097 35 00.     (W)     SCALED    
 AB1048* NAVD 88     -         6.333  (meters)      20.78   (feet)  ADJUSTED  
 AB1048  ___________________________________________________________________
 AB1048  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AB1048  DYNAMIC HT  -           6.323 (meters)      20.74  (feet)  COMP
 AB1048  MODELED GRAV-     979,069.4   (mgal)                       NAVD 88
 AB1048
 AB1048  VERT ORDER  -  SECOND    CLASS 0
 AB1048
 AB1048.The horizontal coordinates were scaled from a topographic map and have
 AB1048.an estimated accuracy of +/- 6 seconds.
 AB1048
 AB1048.The orthometric height was determined by differential leveling
 AB1048.and adjusted by the National Geodetic Survey in June 1991..
 AB1048
 AB1048.The geoid height was determined by GEOID03.
 AB1048
 AB1048.The dynamic height is computed by dividing the NAVD 88
 AB1048.geopotential number by the normal gravity value computed on the
 AB1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1048.degrees latitude (g = 980.6199 gals.).
 AB1048
 AB1048.The modeled gravity was interpolated from observed gravity values.
 AB1048
 AB1048;                    North         East    Units  Estimated Accuracy
 AB1048;SPC TX S     - 5,105,150.      391,290.      MT  (+/- 180 meters Scaled)
 AB1048
 AB1048                          SUPERSEDED SURVEY CONTROL
 AB1048
 AB1048  NGVD 29 (??/??/92)    6.406  (m)           21.02   (f) ADJ UNCH    2 0
 AB1048
 AB1048.Superseded values are not recommended for survey control.
 AB1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1048.See file dsdata.txt to determine how the superseded data were derived.
 AB1048
 AB1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ410443(NAD 83)
 AB1048_MARKER: DB = BENCH MARK DISK
 AB1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1048_STAMPING: Y 670 1942
 AB1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1048+STABILITY: SURFACE MOTION
 AB1048
 AB1048  HISTORY     - Date     Condition        Report By
 AB1048  HISTORY     - 1942     MONUMENTED       CGS
 AB1048
 AB1048                          STATION DESCRIPTION
 AB1048
 AB1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1048'17.2 MI SE FROM NORIAS RANCH.
 AB1048'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1048'TRACK ROAD TO THE TOTACHE WINDMILL, GO 1.4 MILES TO A GATE IN
 AB1048'NORTH-SOUTH FENCE, PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY ON
 AB1048'RIGHT FORK OF TRACK ROAD AND GO 1.3 MILES TO A FORK IN ROAD, TAKE
 AB1048'RIGHT FORK AND CONTINUE SOUTHEASTERLY 6.6 MILES TO A GATE IN
 AB1048'NORTHEAST-SOUTHWEST FENCE, PASS THROUGH GATE AND CONTINUE ALONG THE
 AB1048'FENCE 0.6 MILE TO A FENCE CORNER, TURN EAST (LEFT) AND CONTINUE ALONG
 AB1048'FENCE 1.1 MILES TO A GATE, LEAVE FENCE AND CONTINUE SOUTHEASTERLY 3.5
 AB1048'MILES TO TOTACHE WINDMILL, PASS WINDMILL AND CONTINUE SOUTHEASTERLY
 AB1048'2.0 MILES TO DIVISION FENCE, TURN WEST (RIGHT) AND GO 0.7 MILE ALONG
 AB1048'FENCE TO A GATE AND SITE OF BENCH MARK.  BENCH MARK IS 25.0 FEET EAST
 AB1048'OF THE GATE, 8.0 FEET SOUTH OF THE CENTERLINE OF THE TRAIL, 3.0 FEET
 AB1048'WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF THE
 AB1048'DIVISION FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0189 ***********************************************************************
 AB0189  DESIGNATION -  Y 671
 AB0189  PID         -  AB0189
 AB0189  STATE/COUNTY-  TX/WILLACY
 AB0189  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0189
 AB0189                         *CURRENT SURVEY CONTROL
 AB0189  ___________________________________________________________________
 AB0189* NAD 83(1986)-  26 30 45.     (N)    097 27 44.     (W)     SCALED    
 AB0189* NAVD 88     -         4.655  (meters)      15.27   (feet)  ADJUSTED  
 AB0189  ___________________________________________________________________
 AB0189  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AB0189  DYNAMIC HT  -           4.647 (meters)      15.25  (feet)  COMP
 AB0189  MODELED GRAV-     979,071.7   (mgal)                       NAVD 88
 AB0189
 AB0189  VERT ORDER  -  SECOND    CLASS 0
 AB0189
 AB0189.The horizontal coordinates were scaled from a topographic map and have
 AB0189.an estimated accuracy of +/- 6 seconds.
 AB0189
 AB0189.The orthometric height was determined by differential leveling
 AB0189.and adjusted by the National Geodetic Survey in June 1991..
 AB0189
 AB0189.The geoid height was determined by GEOID03.
 AB0189
 AB0189.The dynamic height is computed by dividing the NAVD 88
 AB0189.geopotential number by the normal gravity value computed on the
 AB0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0189.degrees latitude (g = 980.6199 gals.).
 AB0189
 AB0189.The modeled gravity was interpolated from observed gravity values.
 AB0189
 AB0189;                    North         East    Units  Estimated Accuracy
 AB0189;SPC TX S     - 5,094,140.      403,440.      MT  (+/- 180 meters Scaled)
 AB0189
 AB0189                          SUPERSEDED SURVEY CONTROL
 AB0189
 AB0189  NGVD 29 (??/??/92)    4.721  (m)           15.49   (f) ADJ UNCH    2 0
 AB0189
 AB0189.Superseded values are not recommended for survey control.
 AB0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0189.See file dsdata.txt to determine how the superseded data were derived.
 AB0189
 AB0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ532333(NAD 83)
 AB0189_MARKER: DB = BENCH MARK DISK
 AB0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0189_STAMPING: Y 671 1942
 AB0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0189+STABILITY: SURFACE MOTION
 AB0189
 AB0189  HISTORY     - Date     Condition        Report By
 AB0189  HISTORY     - 1942     MONUMENTED       CGS
 AB0189
 AB0189                          STATION DESCRIPTION
 AB0189
 AB0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0189'21.0 MI E FROM RAYMONDVILLE.
 AB0189'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0189'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0189'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0189'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0189'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 9.0 MILES TO SITE OF BENCH
 AB0189'MARK.  BENCH MARK IS ABOUT 1.1 MILES EAST OF TWO GATES IN THE
 AB0189'RIGHT-OF-WAY FENCE, ABOUT 100.0 FEET SOUTHEAST OF AND ACROSS THE ROAD
 AB0189'FROM A LARGE MESQUITE BUSH, 51.0 FEET SOUTH OF AND ABOUT THE SAME
 AB0189'ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A 4 BY 4
 AB0189'INCH WOODEN MARKER POST AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 AB0189'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1082 ***********************************************************************
 AB1082  DESIGNATION -  Y 672
 AB1082  PID         -  AB1082
 AB1082  STATE/COUNTY-  TX/WILLACY
 AB1082  USGS QUAD   -  EL JARDIN (1975)
 AB1082
 AB1082                         *CURRENT SURVEY CONTROL
 AB1082  ___________________________________________________________________
 AB1082* NAD 83(1986)-  26 34 46.     (N)    097 34 45.     (W)     SCALED    
 AB1082* NAVD 88     -         4.813  (meters)      15.79   (feet)  ADJUSTED  
 AB1082  ___________________________________________________________________
 AB1082  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AB1082  DYNAMIC HT  -           4.805 (meters)      15.76  (feet)  COMP
 AB1082  MODELED GRAV-     979,067.6   (mgal)                       NAVD 88
 AB1082
 AB1082  VERT ORDER  -  SECOND    CLASS 0
 AB1082
 AB1082.The horizontal coordinates were scaled from a topographic map and have
 AB1082.an estimated accuracy of +/- 6 seconds.
 AB1082
 AB1082.The orthometric height was determined by differential leveling
 AB1082.and adjusted by the National Geodetic Survey in June 1991..
 AB1082
 AB1082.The geoid height was determined by GEOID03.
 AB1082
 AB1082.The dynamic height is computed by dividing the NAVD 88
 AB1082.geopotential number by the normal gravity value computed on the
 AB1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1082.degrees latitude (g = 980.6199 gals.).
 AB1082
 AB1082.The modeled gravity was interpolated from observed gravity values.
 AB1082
 AB1082;                    North         East    Units  Estimated Accuracy
 AB1082;SPC TX S     - 5,101,460.      391,730.      MT  (+/- 180 meters Scaled)
 AB1082
 AB1082                          SUPERSEDED SURVEY CONTROL
 AB1082
 AB1082  NGVD 29 (??/??/92)    4.884  (m)           16.02   (f) ADJ UNCH    2 0
 AB1082
 AB1082.Superseded values are not recommended for survey control.
 AB1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1082.See file dsdata.txt to determine how the superseded data were derived.
 AB1082
 AB1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ414406(NAD 83)
 AB1082_MARKER: DB = BENCH MARK DISK
 AB1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1082_STAMPING: Y 672 1942
 AB1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1082+STABILITY: SURFACE MOTION
 AB1082
 AB1082  HISTORY     - Date     Condition        Report By
 AB1082  HISTORY     - 1942     MONUMENTED       CGS
 AB1082  HISTORY     - 1956     GOOD             USGS
 AB1082
 AB1082                          STATION DESCRIPTION
 AB1082
 AB1082'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1082'6.8 MI N FROM SAUZ RANCH.
 AB1082'EL SAUZ RANCH, 6.8 MILES NORTH OF, ALONG MAIN ROAD TO ROAD JUNCTION,
 AB1082'THEN 0.7 MILES NORTHEAST TO GATE.  BENCH MARK IS 350 FEET NORTHWEST OF
 AB1082'GATE AT THE POINT WHERE FENCE CROSSES OLD COUNTY LINE, AND IS SET IN
 AB1082'THE TOP OF A CONCRETE POST, PROJECTING 0.6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0546 ***********************************************************************
 AB0546  DESIGNATION -  Y 673
 AB0546  PID         -  AB0546
 AB0546  STATE/COUNTY-  TX/WILLACY
 AB0546  USGS QUAD   -  WILLAMAR (1982)
 AB0546
 AB0546                         *CURRENT SURVEY CONTROL
 AB0546  ___________________________________________________________________
 AB0546* NAD 83(1986)-  26 25 28.     (N)    097 36 32.     (W)     SCALED    
 AB0546* NAVD 88     -         5.480  (meters)      17.98   (feet)  ADJUSTED  
 AB0546  ___________________________________________________________________
 AB0546  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AB0546  DYNAMIC HT  -           5.471 (meters)      17.95  (feet)  COMP
 AB0546  MODELED GRAV-     979,055.9   (mgal)                       NAVD 88
 AB0546
 AB0546  VERT ORDER  -  SECOND    CLASS 0
 AB0546
 AB0546.The horizontal coordinates were scaled from a topographic map and have
 AB0546.an estimated accuracy of +/- 6 seconds.
 AB0546
 AB0546.The orthometric height was determined by differential leveling
 AB0546.and adjusted by the National Geodetic Survey in June 1991..
 AB0546
 AB0546.The geoid height was determined by GEOID03.
 AB0546
 AB0546.The dynamic height is computed by dividing the NAVD 88
 AB0546.geopotential number by the normal gravity value computed on the
 AB0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0546.degrees latitude (g = 980.6199 gals.).
 AB0546
 AB0546.The modeled gravity was interpolated from observed gravity values.
 AB0546
 AB0546;                    North         East    Units  Estimated Accuracy
 AB0546;SPC TX S     - 5,084,270.      388,890.      MT  (+/- 180 meters Scaled)
 AB0546
 AB0546                          SUPERSEDED SURVEY CONTROL
 AB0546
 AB0546  NGVD 29 (??/??/92)    5.553  (m)           18.22   (f) ADJ UNCH    2 0
 AB0546
 AB0546.Superseded values are not recommended for survey control.
 AB0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0546.See file dsdata.txt to determine how the superseded data were derived.
 AB0546
 AB0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ387234(NAD 83)
 AB0546_MARKER: DB = BENCH MARK DISK
 AB0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0546_STAMPING: Y 673 1942
 AB0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0546+STABILITY: SURFACE MOTION
 AB0546
 AB0546  HISTORY     - Date     Condition        Report By
 AB0546  HISTORY     - 1942     MONUMENTED       CGS
 AB0546  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0546
 AB0546                          STATION DESCRIPTION
 AB0546
 AB0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0546'14.4 MI SE FROM RAYMONDVILLE.
 AB0546'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0546'PROCEED EASTERLY ON STATE HIGHWAY NUMBER 186.  GO 10.0 MILES TO END OF
 AB0546'PAVEMENT.  TURN SOUTH (RIGHT) ONTO ROAD TO WILLAMAR.  GO 1.8 MILES TO
 AB0546'WILLAMAR GIN.  TURN EAST (LEFT) AND GO 0.2 MILE.  TURN SOUTH (RIGHT)
 AB0546'GO 2.0 MILES TO T ROAD INTERSECTION.  TURN EAST (LEFT) AND GO 0.4
 AB0546'MILES TO RAILROAD CROSSING AND SITE OF BENCH MARK.  BENCH MARK 49 FEET
 AB0546'EAST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE RAILROAD. 40
 AB0546'FEET NORTH OF THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4
 AB0546'INCH WOODEN MARKER POST AND 1.0 FEET WEST OF THE RAILROAD RIGHT-OF-WAY
 AB0546'FENCE.  A STANDARD DISK, STAMPED Y 673 1942 AND SET IN THE TOP OF A
 AB0546'CONCRETE POST PROJECTING 0.3 FEET.
 AB0546
 AB0546                          STATION RECOVERY (1954)
 AB0546
 AB0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0569 ***********************************************************************
 AB0569  DESIGNATION -  Y 674
 AB0569  PID         -  AB0569
 AB0569  STATE/COUNTY-  TX/CAMERON
 AB0569  USGS QUAD   -  PASO REAL (1980)
 AB0569
 AB0569                         *CURRENT SURVEY CONTROL
 AB0569  ___________________________________________________________________
 AB0569* NAD 83(1986)-  26 17 55.     (N)    097 34 58.     (W)     SCALED    
 AB0569* NAVD 88     -         7.598  (meters)      24.93   (feet)  ADJUSTED  
 AB0569  ___________________________________________________________________
 AB0569  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AB0569  DYNAMIC HT  -           7.586 (meters)      24.89  (feet)  COMP
 AB0569  MODELED GRAV-     979,050.2   (mgal)                       NAVD 88
 AB0569
 AB0569  VERT ORDER  -  SECOND    CLASS 0
 AB0569
 AB0569.The horizontal coordinates were scaled from a topographic map and have
 AB0569.an estimated accuracy of +/- 6 seconds.
 AB0569
 AB0569.The orthometric height was determined by differential leveling
 AB0569.and adjusted by the National Geodetic Survey in June 1991..
 AB0569
 AB0569.The geoid height was determined by GEOID03.
 AB0569
 AB0569.The dynamic height is computed by dividing the NAVD 88
 AB0569.geopotential number by the normal gravity value computed on the
 AB0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0569.degrees latitude (g = 980.6199 gals.).
 AB0569
 AB0569.The modeled gravity was interpolated from observed gravity values.
 AB0569
 AB0569;                    North         East    Units  Estimated Accuracy
 AB0569;SPC TX S     - 5,070,350.      391,590.      MT  (+/- 180 meters Scaled)
 AB0569
 AB0569                          SUPERSEDED SURVEY CONTROL
 AB0569
 AB0569  NGVD 29 (??/??/92)    7.686  (m)           25.22   (f) ADJ UNCH    2 0
 AB0569
 AB0569.Superseded values are not recommended for survey control.
 AB0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0569.See file dsdata.txt to determine how the superseded data were derived.
 AB0569
 AB0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ414095(NAD 83)
 AB0569_MARKER: DB = BENCH MARK DISK
 AB0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0569_SP_SET: CONCRETE POST
 AB0569_STAMPING: Y 674 1942
 AB0569_MARK LOGO: CGS   
 AB0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0569+STABILITY: SURFACE MOTION
 AB0569
 AB0569  HISTORY     - Date     Condition        Report By
 AB0569  HISTORY     - 1942     MONUMENTED       CGS
 AB0569  HISTORY     - 1959     GOOD             NGS
 AB0569  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0569  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0569  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0569
 AB0569                          STATION DESCRIPTION
 AB0569
 AB0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AB0569'0.7 MI W FROM RIO HONDO.
 AB0569'0.7 MILE WEST ALONG A PAVED ROAD FROM THE HIGH SCHOOL AT RIO HONDO,
 AB0569'CAMERON COUNTY, THENCE 4.5 MILES NORTH ALONG A ROAD.  AT A T-ROAD
 AB0569'JUNCTION, 93 FEET NORTH OF THE CENTER OF THE JUNCTION, 25 FEET WEST OF
 AB0569'AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AND
 AB0569'3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 AB0569'Y 674 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AB0569'ABOVE GROUND.  NOTE-- MARK MAY ALSO BE REACHED BY GOING 5 MILES SOUTH
 AB0569'OF SANTA MONICA.  IT IS LOCATED 3540 FEET SOUTH OF THE WILLACY COUNTY
 AB0569'LINE ON THE NORTH SIDE OF A PAVED STATE FARM TO MARKET ROAD 1420.
 AB0569'THERE IS NO T ROAD LEADING FROM THIS POINT AND THE WITNESS POST IS NO
 AB0569'LONGER THERE, HOWEVER, THERE IS A FENCE POST ABOUT 4 FEET HIGH
 AB0569'STANDING ABOUT 2 FEET FROM IT AND THE FARMER IS PLOWING AROUND IT.
 AB0569'THIS IS LOCATED ABOUT 50 FEET FROM CENTERLINE OF THE HIGHWAY.
 AB0569
 AB0569                          STATION RECOVERY (1987)
 AB0569
 AB0569'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0569'MARK NOT FOUND.
 AB0569
 AB0569                          STATION RECOVERY (1991)
 AB0569
 AB0569'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0569'MARK NOT FOUND.
 AB0569
 AB0569                          STATION RECOVERY (1993)
 AB0569
 AB0569'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0332 ***********************************************************************
 AB0332  DESIGNATION -  Y 675
 AB0332  PID         -  AB0332
 AB0332  STATE/COUNTY-  TX/CAMERON
 AB0332  USGS QUAD   -  THREE ISLANDS (1983)
 AB0332
 AB0332                         *CURRENT SURVEY CONTROL
 AB0332  ___________________________________________________________________
 AB0332* NAD 83(1986)-  26 17 19.     (N)    097 21 53.     (W)     SCALED    
 AB0332* NAVD 88     -         2.519  (meters)       8.26   (feet)  ADJUSTED  
 AB0332  ___________________________________________________________________
 AB0332  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AB0332  DYNAMIC HT  -           2.515 (meters)       8.25  (feet)  COMP
 AB0332  MODELED GRAV-     979,068.0   (mgal)                       NAVD 88
 AB0332
 AB0332  VERT ORDER  -  SECOND    CLASS 0
 AB0332
 AB0332.The horizontal coordinates were scaled from a topographic map and have
 AB0332.an estimated accuracy of +/- 6 seconds.
 AB0332
 AB0332.The orthometric height was determined by differential leveling
 AB0332.and adjusted by the National Geodetic Survey in June 1991..
 AB0332
 AB0332.The geoid height was determined by GEOID03.
 AB0332
 AB0332.The dynamic height is computed by dividing the NAVD 88
 AB0332.geopotential number by the normal gravity value computed on the
 AB0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0332.degrees latitude (g = 980.6199 gals.).
 AB0332
 AB0332.The modeled gravity was interpolated from observed gravity values.
 AB0332
 AB0332;                    North         East    Units  Estimated Accuracy
 AB0332;SPC TX S     - 5,069,420.      413,380.      MT  (+/- 180 meters Scaled)
 AB0332
 AB0332                          SUPERSEDED SURVEY CONTROL
 AB0332
 AB0332  NGVD 29 (??/??/92)    2.622  (m)            8.60   (f) ADJ UNCH    2 0
 AB0332
 AB0332.Superseded values are not recommended for survey control.
 AB0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0332.See file dsdata.txt to determine how the superseded data were derived.
 AB0332
 AB0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ632086(NAD 83)
 AB0332_MARKER: DB = BENCH MARK DISK
 AB0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0332_STAMPING: Y 675 1942
 AB0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0332+STABILITY: SURFACE MOTION
 AB0332
 AB0332  HISTORY     - Date     Condition        Report By
 AB0332  HISTORY     - 1942     MONUMENTED       CGS
 AB0332  HISTORY     - 1962     GOOD             NGS
 AB0332  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0332  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0332
 AB0332                          STATION DESCRIPTION
 AB0332
 AB0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0332'3.1 MI E FROM RIO HONDO.
 AB0332'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0332'MISSOURI PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0332'EAST ALONG A PAVED ROAD, 5.2 MILES NORTH ALONG A ROAD, 0.4 MILE WEST
 AB0332'ALONG A ROAD, AND 1.7 MILES NORTH ALONG A ROAD.  AT THE EAST END OF A
 AB0332'SPOIL BANK, 31 FEET WEST OF THE CENTERLINE OF THE ROAD, 24 FEET NORTH
 AB0332'OF THE CENTER OF A DITCH, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AB0332'POST.  A STANDARD DISK, STAMPED Y 675 1942 AND SET IN THE TOP OF A
 AB0332'6-INCH SQUARE CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AB0332
 AB0332                          STATION RECOVERY (1991)
 AB0332
 AB0332'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0332'MARK NOT FOUND.
 AB0332
 AB0332                          STATION RECOVERY (1993)
 AB0332
 AB0332'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0286 ***********************************************************************
 AB0286  DESIGNATION -  Y 677 RESET 1965
 AB0286  PID         -  AB0286
 AB0286  STATE/COUNTY-  TX/CAMERON
 AB0286  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0286
 AB0286                         *CURRENT SURVEY CONTROL
 AB0286  ___________________________________________________________________
 AB0286* NAD 83(1986)-  26 08 11.     (N)    097 28 14.     (W)     SCALED    
 AB0286* NAVD 88     -         4.31   (meters)      14.1    (feet)  RESET     
 AB0286  ___________________________________________________________________
 AB0286  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 AB0286
 AB0286  VERT ORDER  -  THIRD
 AB0286
 AB0286.The horizontal coordinates were scaled from a topographic map and have
 AB0286.an estimated accuracy of +/- 6 seconds.
 AB0286
 AB0286.The orthometric height was computed from unverified reset data.
 AB0286
 AB0286.The geoid height was determined by GEOID03.
 AB0286
 AB0286;                    North         East    Units  Estimated Accuracy
 AB0286;SPC TX S     - 5,052,460.      402,950.      MT  (+/- 180 meters Scaled)
 AB0286
 AB0286                          SUPERSEDED SURVEY CONTROL
 AB0286
 AB0286.No superseded survey control is available for this station.
 AB0286
 AB0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP528916(NAD 83)
 AB0286_MARKER: DD = SURVEY DISK
 AB0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0286_STAMPING: Y 677 RESET 1965
 AB0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0286+STABILITY: SURFACE MOTION
 AB0286
 AB0286  HISTORY     - Date     Condition        Report By
 AB0286  HISTORY     - 1965     MONUMENTED       CGS
 AB0286  HISTORY     - 19910424 GOOD             USPSQD
 AB0286
 AB0286                          STATION DESCRIPTION
 AB0286
 AB0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AB0286'4.7 MI N FROM LOS FRESNOS.
 AB0286'ABOUT 4.7 MILES NORTH ALONG F M HIGHWAY 1847 FROM THE POST OFFICE IN
 AB0286'LOS FRESNOS TO SITE OF BENCH MARK.  52 FEET WEST OF THE CENTER LINE OF
 AB0286'HIGHWAY, 10 FEET NORTH OF THE CENTER OF A FIELD ROAD, 1 FOOT SOUTH OF
 AB0286'A FENCE LINE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, AND AT TEXAS
 AB0286'HIGHWAY DEPARTMENT BASE LINE STATION 28 + 32.  A STANDARD DISK SET IN
 AB0286'A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 AB0286'SURFACE OF THE GROUND.
 AB0286
 AB0286                          STATION RECOVERY (1991)
 AB0286
 AB0286'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0013 ***********************************************************************
 AB0013  DESIGNATION -  Y 678
 AB0013  PID         -  AB0013
 AB0013  STATE/COUNTY-  TX/CAMERON
 AB0013  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0013
 AB0013                         *CURRENT SURVEY CONTROL
 AB0013  ___________________________________________________________________
 AB0013* NAD 83(1986)-  25 55 33.     (N)    097 27 27.     (W)     SCALED    
 AB0013* NAVD 88     -         8.307  (meters)      27.25   (feet)  ADJUSTED  
 AB0013  ___________________________________________________________________
 AB0013  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AB0013  DYNAMIC HT  -           8.294 (meters)      27.21  (feet)  COMP
 AB0013  MODELED GRAV-     979,031.6   (mgal)                       NAVD 88
 AB0013
 AB0013  VERT ORDER  -  FIRST     CLASS II
 AB0013
 AB0013.The horizontal coordinates were scaled from a topographic map and have
 AB0013.an estimated accuracy of +/- 6 seconds.
 AB0013
 AB0013.The orthometric height was determined by differential leveling
 AB0013.and adjusted by the National Geodetic Survey in June 1991..
 AB0013
 AB0013.The geoid height was determined by GEOID03.
 AB0013
 AB0013.The dynamic height is computed by dividing the NAVD 88
 AB0013.geopotential number by the normal gravity value computed on the
 AB0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0013.degrees latitude (g = 980.6199 gals.).
 AB0013
 AB0013.The modeled gravity was interpolated from observed gravity values.
 AB0013
 AB0013;                    North         East    Units  Estimated Accuracy
 AB0013;SPC TX S     - 5,029,150.      404,440.      MT  (+/- 180 meters Scaled)
 AB0013
 AB0013                          SUPERSEDED SURVEY CONTROL
 AB0013
 AB0013  NGVD 29 (??/??/92)    8.391  (m)           27.53   (f) ADJ UNCH    1 2
 AB0013
 AB0013.Superseded values are not recommended for survey control.
 AB0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0013.See file dsdata.txt to determine how the superseded data were derived.
 AB0013
 AB0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP544683(NAD 83)
 AB0013_MARKER: DB = BENCH MARK DISK
 AB0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0013_STAMPING: Y 678 1942
 AB0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0013+STABILITY: SURFACE MOTION
 AB0013
 AB0013  HISTORY     - Date     Condition        Report By
 AB0013  HISTORY     - 1942     MONUMENTED       CGS
 AB0013  HISTORY     - 1951     GOOD             NGS
 AB0013  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0013  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0013  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0013  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0013
 AB0013                          STATION DESCRIPTION
 AB0013
 AB0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0013'3.0 MI NE FROM BROWNSVILLE.
 AB0013'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION OF U.
 AB0013'S. HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE 0.6 MILE
 AB0013'NORTHEAST ALONG STATE HIGHWAY 48, AT THE JUNCTION OF A GRADED DIRT
 AB0013'ROAD LEADING NORTH, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 39
 AB0013'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET SOUTH OF A
 AB0013'POWER-LINE POLE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 AB0013'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 AB0013'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0013
 AB0013                          STATION RECOVERY (1951)
 AB0013
 AB0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0013'RECOVERED IN GOOD CONDITION.
 AB0013
 AB0013                          STATION RECOVERY (1982)
 AB0013
 AB0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0013'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 AB0013
 AB0013                          STATION RECOVERY (1987)
 AB0013
 AB0013'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0013'MARK NOT FOUND.
 AB0013
 AB0013                          STATION RECOVERY (1990)
 AB0013
 AB0013'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0013'MARK NOT FOUND.
 AB0013
 AB0013                          STATION RECOVERY (1991)
 AB0013
 AB0013'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0061 ***********************************************************************
 AB0061  DESIGNATION -  Y 679
 AB0061  PID         -  AB0061
 AB0061  STATE/COUNTY-  TX/CAMERON
 AB0061  USGS QUAD   -  PALMITO HILL (1983)
 AB0061
 AB0061                         *CURRENT SURVEY CONTROL
 AB0061  ___________________________________________________________________
 AB0061* NAD 83(1986)-  25 57 08.     (N)    097 19 50.     (W)     SCALED    
 AB0061* NAVD 88     -         3.064  (meters)      10.05   (feet)  ADJUSTED  
 AB0061  ___________________________________________________________________
 AB0061  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 AB0061  DYNAMIC HT  -           3.059 (meters)      10.04  (feet)  COMP
 AB0061  MODELED GRAV-     979,048.9   (mgal)                       NAVD 88
 AB0061
 AB0061  VERT ORDER  -  SECOND    CLASS 0
 AB0061
 AB0061.The horizontal coordinates were scaled from a topographic map and have
 AB0061.an estimated accuracy of +/- 6 seconds.
 AB0061
 AB0061.The orthometric height was determined by differential leveling
 AB0061.and adjusted by the National Geodetic Survey in June 1991..
 AB0061
 AB0061.The geoid height was determined by GEOID03.
 AB0061
 AB0061.The dynamic height is computed by dividing the NAVD 88
 AB0061.geopotential number by the normal gravity value computed on the
 AB0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0061.degrees latitude (g = 980.6199 gals.).
 AB0061
 AB0061.The modeled gravity was interpolated from observed gravity values.
 AB0061
 AB0061;                    North         East    Units  Estimated Accuracy
 AB0061;SPC TX S     - 5,032,180.      417,140.      MT  (+/- 180 meters Scaled)
 AB0061
 AB0061                          SUPERSEDED SURVEY CONTROL
 AB0061
 AB0061  NGVD 29 (??/??/92)    3.162  (m)           10.37   (f) ADJ UNCH    2 0
 AB0061
 AB0061.Superseded values are not recommended for survey control.
 AB0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0061.See file dsdata.txt to determine how the superseded data were derived.
 AB0061
 AB0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP671714(NAD 83)
 AB0061_MARKER: DB = BENCH MARK DISK
 AB0061_SETTING: 0 = UNSPECIFIED SETTING
 AB0061_STAMPING: Y 679 1942
 AB0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0061
 AB0061  HISTORY     - Date     Condition        Report By
 AB0061  HISTORY     - 1942     MONUMENTED       CGS
 AB0061  HISTORY     - 1949     GOOD             NGS
 AB0061
 AB0061                          STATION DESCRIPTION
 AB0061
 AB0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0061'12.8 MI NE FROM BROWNSVILLE.
 AB0061'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 AB0061'48, NE OF BROWNSVILLE, GO E ON HIGHWAY 4 ABOUT 9.75 MILES TO BENCH
 AB0061'MARK SITE.  ON EAST SLOPE OF SMALL RISE, 0.25 MILE SW OF SMALL BRIDGE,
 AB0061'97 FT. N OF AND ABOUT 2.0 FT. BELOW THE CENTERLINE OF HIGHWAY, 3.0 FT.
 AB0061'S OF TELEPHONE POLE NO. 265, AND 3.0 FT. W OF 4X4 INCH WOODEN WITNESS
 AB0061'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1097 ***********************************************************************
 BY1097  DESIGNATION -  Y 68
 BY1097  PID         -  BY1097
 BY1097  STATE/COUNTY-  TX/NACOGDOCHES
 BY1097  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1097
 BY1097                         *CURRENT SURVEY CONTROL
 BY1097  ___________________________________________________________________
 BY1097* NAD 83(1986)-  31 36 15.     (N)    094 39 20.     (W)     SCALED    
 BY1097* NAVD 88     -        93.55   (+/-2cm)     306.9    (feet)  VERTCON   
 BY1097  ___________________________________________________________________
 BY1097  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1097
 BY1097  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1097
 BY1097.The horizontal coordinates were scaled from a topographic map and have
 BY1097.an estimated accuracy of +/- 6 seconds.
 BY1097
 BY1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1097.The vertical order pertains to the NGVD 29 superseded value.
 BY1097
 BY1097.The geoid height was determined by GEOID03.
 BY1097
 BY1097;                    North         East    Units  Estimated Accuracy
 BY1097;SPC TX C     - 3,228,530.    1,238,540.      MT  (+/- 180 meters Scaled)
 BY1097
 BY1097                          SUPERSEDED SURVEY CONTROL
 BY1097
 BY1097  NGVD 29 (??/??/92)   93.655  (m)          307.27   (f) ADJ UNCH    1 2
 BY1097
 BY1097.Superseded values are not recommended for survey control.
 BY1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1097.See file dsdata.txt to determine how the superseded data were derived.
 BY1097
 BY1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ429977(NAD 83)
 BY1097_MARKER: DB = BENCH MARK DISK
 BY1097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1097_SP_SET: BUILDING WALL
 BY1097_STAMPING: Y 68 1920 307.398 ELEV
 BY1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1097
 BY1097  HISTORY     - Date     Condition        Report By
 BY1097  HISTORY     - 1920     MONUMENTED       CGS
 BY1097  HISTORY     - 1949     GOOD             NGS
 BY1097  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1097  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1097  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1097
 BY1097                          STATION DESCRIPTION
 BY1097
 BY1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1097'IN NACOGDOCHES.
 BY1097'AT NACOGDOCHES, AT THE SOUTHEAST ANGLE OF THE INTERSECTION OF MAIN
 BY1097'STREET AND FREDONIA STREET, 2.2 FEET SOUTH OF THE NORTHWEST CORNER OF
 BY1097'AND SET VERTICALLY IN THE WEST WALL OF THE STONE FORT NATIONAL BANK,
 BY1097'AND 3.8 FEET ABOVE THE SIDEWALK.  NOTE-- BM MAY BE COVERED BY NEW
 BY1097'FACING IN THE STONE FORT BANK.
 BY1097
 BY1097                          STATION RECOVERY (1977)
 BY1097
 BY1097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1097'MARK NOT FOUND.
 BY1097
 BY1097                          STATION RECOVERY (1979)
 BY1097
 BY1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1097'THE BUILDING IN WHICH THIS BENCH MARK WAS LOCATED HAS BEEN REMODELED
 BY1097'AND HAS A NEW ROCK SIDING, THE BENCH MARK HAS BEEN COVERED OVER.
 BY1097
 BY1097                          STATION RECOVERY (1998)
 BY1097
 BY1097'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0835 ***********************************************************************
 AB0835  DESIGNATION -  Y 680
 AB0835  PID         -  AB0835
 AB0835  STATE/COUNTY-  TX/CAMERON
 AB0835  USGS QUAD   -  LA PALOMA (1970)
 AB0835
 AB0835                         *CURRENT SURVEY CONTROL
 AB0835  ___________________________________________________________________
 AB0835* NAD 83(1986)-  26 05 49.     (N)    097 44 39.     (W)     SCALED    
 AB0835* NAVD 88     -        17.049  (meters)      55.93   (feet)  ADJUSTED  
 AB0835  ___________________________________________________________________
 AB0835  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0835  DYNAMIC HT  -          17.022 (meters)      55.85  (feet)  COMP
 AB0835  MODELED GRAV-     979,022.5   (mgal)                       NAVD 88
 AB0835
 AB0835  VERT ORDER  -  SECOND    CLASS 0
 AB0835
 AB0835.The horizontal coordinates were scaled from a topographic map and have
 AB0835.an estimated accuracy of +/- 6 seconds.
 AB0835
 AB0835.The orthometric height was determined by differential leveling
 AB0835.and adjusted by the National Geodetic Survey in June 1991..
 AB0835
 AB0835.The geoid height was determined by GEOID03.
 AB0835
 AB0835.The dynamic height is computed by dividing the NAVD 88
 AB0835.geopotential number by the normal gravity value computed on the
 AB0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0835.degrees latitude (g = 980.6199 gals.).
 AB0835
 AB0835.The modeled gravity was interpolated from observed gravity values.
 AB0835
 AB0835;                    North         East    Units  Estimated Accuracy
 AB0835;SPC TX S     - 5,047,900.      375,610.      MT  (+/- 180 meters Scaled)
 AB0835
 AB0835                          SUPERSEDED SURVEY CONTROL
 AB0835
 AB0835  NGVD 29 (??/??/92)   17.156  (m)           56.29   (f) ADJ UNCH    2 0
 AB0835
 AB0835.Superseded values are not recommended for survey control.
 AB0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0835.See file dsdata.txt to determine how the superseded data were derived.
 AB0835
 AB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP255870(NAD 83)
 AB0835_MARKER: DB = BENCH MARK DISK
 AB0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0835_SP_SET: CULVERT
 AB0835_STAMPING: Y 680 1942
 AB0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0835
 AB0835  HISTORY     - Date     Condition        Report By
 AB0835  HISTORY     - 1942     MONUMENTED
 AB0835  HISTORY     - 1942     GOOD             NGS
 AB0835
 AB0835                          STATION DESCRIPTION
 AB0835
 AB0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0835'0.1 MI S FROM RANGERVILLE.
 AB0835'0.1 MILE SOUTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0835'RANGERVILLE, CAMERON COUNTY, MIDWAY BETWEEN REA CO-OP POLES NO. 15X1
 AB0835'AND 15X2, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, AT A
 AB0835'CONCRETE-BOX CULVERT UNDER THE ROAD, IN THE CENTER OF THE TOP OF THE
 AB0835'EAST HEADWALL, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A CAMERON
 AB0835'COUNTY STANDARD DISK, STAMPED Y 680 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0182 ***********************************************************************
 AB0182  DESIGNATION -  Y 681
 AB0182  PID         -  AB0182
 AB0182  STATE/COUNTY-  TX/CAMERON
 AB0182  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0182
 AB0182                         *CURRENT SURVEY CONTROL
 AB0182  ___________________________________________________________________
 AB0182* NAD 83(1986)-  25 57 49.     (N)    097 34 56.     (W)     SCALED    
 AB0182* NAVD 88     -        14.382  (meters)      47.18   (feet)  ADJUSTED  
 AB0182  ___________________________________________________________________
 AB0182  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 AB0182  DYNAMIC HT  -          14.358 (meters)      47.11  (feet)  COMP
 AB0182  MODELED GRAV-     979,023.3   (mgal)                       NAVD 88
 AB0182
 AB0182  VERT ORDER  -  SECOND    CLASS 0
 AB0182
 AB0182.The horizontal coordinates were scaled from a topographic map and have
 AB0182.an estimated accuracy of +/- 6 seconds.
 AB0182
 AB0182.The orthometric height was determined by differential leveling
 AB0182.and adjusted by the National Geodetic Survey in June 1991..
 AB0182
 AB0182.The geoid height was determined by GEOID03.
 AB0182
 AB0182.The dynamic height is computed by dividing the NAVD 88
 AB0182.geopotential number by the normal gravity value computed on the
 AB0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0182.degrees latitude (g = 980.6199 gals.).
 AB0182
 AB0182.The modeled gravity was interpolated from observed gravity values.
 AB0182
 AB0182;                    North         East    Units  Estimated Accuracy
 AB0182;SPC TX S     - 5,033,240.      391,920.      MT  (+/- 180 meters Scaled)
 AB0182
 AB0182                          SUPERSEDED SURVEY CONTROL
 AB0182
 AB0182  NGVD 29 (??/??/92)   14.469  (m)           47.47   (f) ADJ UNCH    2 0
 AB0182
 AB0182.Superseded values are not recommended for survey control.
 AB0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0182.See file dsdata.txt to determine how the superseded data were derived.
 AB0182
 AB0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP419724(NAD 83)
 AB0182_MARKER: DD = SURVEY DISK
 AB0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0182_STAMPING: Y 681 1942
 AB0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0182+STABILITY: SURFACE MOTION
 AB0182
 AB0182  HISTORY     - Date     Condition        Report By
 AB0182  HISTORY     - 1942     MONUMENTED       IBC
 AB0182
 AB0182                          STATION DESCRIPTION
 AB0182
 AB0182'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1942
 AB0182'6.2 MI NW FROM BROWNSVILLE.
 AB0182'6.2 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0182'AT BROWNSVILLE, CAMERON COUNTY, 185 FEET SOUTH ACROSS THE HIGHWAY FROM
 AB0182'THE SOUTH CORNER OF A SMALL FRAMEHOUSE, ON THE NORTHEAST SIDE OF THE
 AB0182'LEVEE, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 AB0182'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET HIGHER THAN
 AB0182'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AB0182'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0927 ***********************************************************************
 AB0927  DESIGNATION -  Y 682
 AB0927  PID         -  AB0927
 AB0927  STATE/COUNTY-  TX/HIDALGO
 AB0927  USGS QUAD   -  PROGRESO (1970)
 AB0927
 AB0927                         *CURRENT SURVEY CONTROL
 AB0927  ___________________________________________________________________
 AB0927* NAD 83(1986)-  26 05 10.     (N)    097 58 11.     (W)     SCALED    
 AB0927* NAVD 88     -        24.206  (meters)      79.42   (feet)  ADJUSTED  
 AB0927  ___________________________________________________________________
 AB0927  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AB0927  DYNAMIC HT  -          24.166 (meters)      79.28  (feet)  COMP
 AB0927  MODELED GRAV-     979,005.3   (mgal)                       NAVD 88
 AB0927
 AB0927  VERT ORDER  -  SECOND    CLASS 0
 AB0927
 AB0927.The horizontal coordinates were scaled from a topographic map and have
 AB0927.an estimated accuracy of +/- 6 seconds.
 AB0927
 AB0927.The orthometric height was determined by differential leveling
 AB0927.and adjusted by the National Geodetic Survey in June 1991..
 AB0927
 AB0927.The geoid height was determined by GEOID03.
 AB0927
 AB0927.The dynamic height is computed by dividing the NAVD 88
 AB0927.geopotential number by the normal gravity value computed on the
 AB0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0927.degrees latitude (g = 980.6199 gals.).
 AB0927
 AB0927.The modeled gravity was interpolated from observed gravity values.
 AB0927
 AB0927;                    North         East    Units  Estimated Accuracy
 AB0927;SPC TX S     - 5,046,580.      353,050.      MT  (+/- 180 meters Scaled)
 AB0927
 AB0927                          SUPERSEDED SURVEY CONTROL
 AB0927
 AB0927  NGVD 29 (??/??/92)   24.318  (m)           79.78   (f) ADJ UNCH    2 0
 AB0927
 AB0927.Superseded values are not recommended for survey control.
 AB0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0927.See file dsdata.txt to determine how the superseded data were derived.
 AB0927
 AB0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP030856(NAD 83)
 AB0927_MARKER: DB = BENCH MARK DISK
 AB0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0927_SP_SET: CULVERT
 AB0927_STAMPING: Y 682 1942
 AB0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0927
 AB0927  HISTORY     - Date     Condition        Report By
 AB0927  HISTORY     - 1942     MONUMENTED       CGS
 AB0927
 AB0927                          STATION DESCRIPTION
 AB0927
 AB0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0927'0.75 MI W FROM PROGRESO.
 AB0927'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO.48, PROGRESO HIGHWAY
 AB0927'AND CREAGER DRIVE AT PROGRESO, PROCEED 0.75 MILE WESTERLY ALONG
 AB0927'CREAGER DRIVE TO AN IRRIGATION CANAL AND SITE OF BENCH MARK.  BENCH
 AB0927'MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH
 AB0927'HEADWALL OF A CONCRETE CULVERT UNDER CREAGER DRIVE.  IT IS 38.0 FEET
 AB0927'EAST OF THE CENTERLINE OF A DIRT CROSS ROAD, 16.8 FEET SOUTH OF AND
 AB0927'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF CREAGER DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0928 ***********************************************************************
 AB0928  DESIGNATION -  Y 682 RESET 1948
 AB0928  PID         -  AB0928
 AB0928  STATE/COUNTY-  TX/HIDALGO
 AB0928  USGS QUAD   -  PROGRESO (1970)
 AB0928
 AB0928                         *CURRENT SURVEY CONTROL
 AB0928  ___________________________________________________________________
 AB0928* NAD 83(1986)-  26 05 11.     (N)    097 58 11.     (W)     SCALED    
 AB0928* NAVD 88     -        24.21   (meters)      79.4    (feet)  RESET     
 AB0928  ___________________________________________________________________
 AB0928  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AB0928
 AB0928  VERT ORDER  -  THIRD
 AB0928
 AB0928.The horizontal coordinates were scaled from a topographic map and have
 AB0928.an estimated accuracy of +/- 6 seconds.
 AB0928
 AB0928.The orthometric height was computed from unverified reset data.
 AB0928
 AB0928.The geoid height was determined by GEOID03.
 AB0928
 AB0928;                    North         East    Units  Estimated Accuracy
 AB0928;SPC TX S     - 5,046,620.      353,050.      MT  (+/- 180 meters Scaled)
 AB0928
 AB0928                          SUPERSEDED SURVEY CONTROL
 AB0928
 AB0928.No superseded survey control is available for this station.
 AB0928
 AB0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP030856(NAD 83)
 AB0928_MARKER: DB = BENCH MARK DISK
 AB0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0928_STAMPING: Y 682 RESET 1948
 AB0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0928+STABILITY: SURFACE MOTION
 AB0928
 AB0928  HISTORY     - Date     Condition        Report By
 AB0928  HISTORY     - 1948     MONUMENTED       CGS
 AB0928  HISTORY     - 1962     MARK NOT FOUND   USGS
 AB0928
 AB0928                          STATION DESCRIPTION
 AB0928
 AB0928'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AB0928'0.8 MI W FROM PROGRESO.
 AB0928'0.8 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF STATE
 AB0928'HIGHWAY 88 AT PROGRESO, HIDALGO COUNTY, AT A DIRT-ROAD INTERSECTION,
 AB0928'48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF THE
 AB0928'CENTERLINE OF THE DIRT ROAD, AND NEAR A WHITE WOODEN WITNESS POST, SET
 AB0928'IN THE TOP OF A CONCRETE POST. NOTE-- 0.7 MILE WEST OF THE JUNCTION OF
 AB0928'FARM ROAD 88 AND U.S. HIGHWAY 281 TO IRRIGATION CANAL AND SITE OF
 AB0928'BENCH MARK.  50 FEET SOUTH OF CENTER OF HIGHWAY AND CANAL CULVERT. 38
 AB0928'FEET EAST OF AN ACCESS ROAD.  ALONG EAST BANK OF CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0269 ***********************************************************************
 AE0269  DESIGNATION -  Y 683
 AE0269  PID         -  AE0269
 AE0269  STATE/COUNTY-  TX/HIDALGO
 AE0269  USGS QUAD   -  LAS MILPAS (1983)
 AE0269
 AE0269                         *CURRENT SURVEY CONTROL
 AE0269  ___________________________________________________________________
 AE0269* NAD 83(1986)-  26 05 54.     (N)    098 13 49.     (W)     SCALED    
 AE0269* NAVD 88     -        29.987  (meters)      98.38   (feet)  ADJUSTED  
 AE0269  ___________________________________________________________________
 AE0269  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AE0269  DYNAMIC HT  -          29.937 (meters)      98.22  (feet)  COMP
 AE0269  MODELED GRAV-     978,977.8   (mgal)                       NAVD 88
 AE0269
 AE0269  VERT ORDER  -  FIRST     CLASS II
 AE0269
 AE0269.The horizontal coordinates were scaled from a topographic map and have
 AE0269.an estimated accuracy of +/- 6 seconds.
 AE0269
 AE0269.The orthometric height was determined by differential leveling
 AE0269.and adjusted by the National Geodetic Survey in June 1991..
 AE0269
 AE0269.The geoid height was determined by GEOID03.
 AE0269
 AE0269.The dynamic height is computed by dividing the NAVD 88
 AE0269.geopotential number by the normal gravity value computed on the
 AE0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0269.degrees latitude (g = 980.6199 gals.).
 AE0269
 AE0269.The modeled gravity was interpolated from observed gravity values.
 AE0269
 AE0269;                    North         East    Units  Estimated Accuracy
 AE0269;SPC TX S     - 5,047,860.      326,980.      MT  (+/- 180 meters Scaled)
 AE0269
 AE0269                          SUPERSEDED SURVEY CONTROL
 AE0269
 AE0269.No superseded survey control is available for this station.
 AE0269
 AE0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP769868(NAD 83)
 AE0269_MARKER: DB = BENCH MARK DISK
 AE0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0269_SP_SET: CULVERT
 AE0269_STAMPING: Y 683 1942
 AE0269_MARK LOGO: CGS   
 AE0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0269
 AE0269  HISTORY     - Date     Condition        Report By
 AE0269  HISTORY     - 1942     MONUMENTED       CGS
 AE0269  HISTORY     - 1981     GOOD             NGS
 AE0269
 AE0269                          STATION DESCRIPTION
 AE0269
 AE0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0269'2.0 MI E FROM HIDALGO.
 AE0269'2.0 MILES EAST ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT HIDALGO,
 AE0269'HIDALGO COUNTY, AT A DIRT-ROAD INTERSECTION, 35 FEET SOUTH OF THE
 AE0269'CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTERLINE OF THE DIRT
 AE0269'ROAD, 21 FEET NORTH OF REA CO-OP POLE NO. 4-140, AT A CONCRETE-PIPE
 AE0269'CULVERT UNDER THE DIRT ROAD, IN THE TOP OF THE SOUTH END OF THE EAST
 AE0269'HEADWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Y 683
 AE0269'1942.
 AE0269
 AE0269                          STATION RECOVERY (1981)
 AE0269
 AE0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0269'3.4 KM (2.1 MI) EAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF SPUR
 AE0269'115 AT HIDALGO, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH AND
 AE0269'SOUTH, SET IN THE TOP OF EAST HEADWALL OF A CONCRETE CULVERT UNDER THE
 AE0269'ROAD, 10.7 METERS (35.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AE0269'AND 4.6 METERS (15.0 FT) EAST OF THE CENTER OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0740 ***********************************************************************
 AB0740  DESIGNATION -  Y 684
 AB0740  PID         -  AB0740
 AB0740  STATE/COUNTY-  TX/HIDALGO
 AB0740  USGS QUAD   -  MERCEDES (1983)
 AB0740
 AB0740                         *CURRENT SURVEY CONTROL
 AB0740  ___________________________________________________________________
 AB0740* NAD 83(1986)-  26 14 49.     (N)    097 54 40.     (W)     SCALED    
 AB0740* NAVD 88     -        17.192  (meters)      56.40   (feet)  ADJUSTED  
 AB0740  ___________________________________________________________________
 AB0740  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AB0740  DYNAMIC HT  -          17.164 (meters)      56.31  (feet)  COMP
 AB0740  MODELED GRAV-     979,025.4   (mgal)                       NAVD 88
 AB0740
 AB0740  VERT ORDER  -  SECOND    CLASS 0
 AB0740
 AB0740.The horizontal coordinates were scaled from a topographic map and have
 AB0740.an estimated accuracy of +/- 6 seconds.
 AB0740
 AB0740.The orthometric height was determined by differential leveling
 AB0740.and adjusted by the National Geodetic Survey in June 1991..
 AB0740
 AB0740.The geoid height was determined by GEOID03.
 AB0740
 AB0740.The dynamic height is computed by dividing the NAVD 88
 AB0740.geopotential number by the normal gravity value computed on the
 AB0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0740.degrees latitude (g = 980.6199 gals.).
 AB0740
 AB0740.The modeled gravity was interpolated from observed gravity values.
 AB0740
 AB0740;                    North         East    Units  Estimated Accuracy
 AB0740;SPC TX S     - 5,064,430.      358,830.      MT  (+/- 180 meters Scaled)
 AB0740
 AB0740                          SUPERSEDED SURVEY CONTROL
 AB0740
 AB0740  NGVD 29 (??/??/92)   17.305  (m)           56.77   (f) ADJ UNCH    2 0
 AB0740
 AB0740.Superseded values are not recommended for survey control.
 AB0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0740.See file dsdata.txt to determine how the superseded data were derived.
 AB0740
 AB0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ087034(NAD 83)
 AB0740_MARKER: DB = BENCH MARK DISK
 AB0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0740_STAMPING: Y 684 1942
 AB0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0740+STABILITY: SURFACE MOTION
 AB0740
 AB0740  HISTORY     - Date     Condition        Report By
 AB0740  HISTORY     - 1942     MONUMENTED       CGS
 AB0740  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0740
 AB0740                          STATION DESCRIPTION
 AB0740
 AB0740'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0740'6.9 MI N FROM MERCEDES.
 AB0740'6.9 MILES NORTH ALONG THE BASE LINE ROAD FROM THE JUNCTION OF U.S.
 AB0740'HIGHWAY 83 AT MERCEDES, HIDALGO COUNTY, ABOUT 0.1 MILE NORTH OF AN
 AB0740'OIL-STORAGE STATION, 39.4 FEET WEST OF THE CENTER LINE OF THE ROAD,
 AB0740'71.5 FEET WEST ACROSS THE ROAD FROM A POWER-TRANSMISSION LINE POLE, 2
 AB0740'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET LOWER
 AB0740'THAN THE ROAD.  A STANDARD DISK, STAMPED Y 684 1942 AND SET IN THE TOP
 AB0740'OF A CONCRETE POST PROJECTING ABOUT 0.1 FOOT ABOVE GROUND. NOTE-- ROAD
 AB0740'HAS BEEN PAVED AND THE MARK COULD BE COVERED BY 3 INCHES OF DIRT. POLE
 AB0740'LINE HAS BEEN MOVED AND THE WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0539 ***********************************************************************
 AE0539  DESIGNATION -  Y 686
 AE0539  PID         -  AE0539
 AE0539  STATE/COUNTY-  TX/HIDALGO
 AE0539  USGS QUAD   -  CITRUS CITY (1980)
 AE0539
 AE0539                         *CURRENT SURVEY CONTROL
 AE0539  ___________________________________________________________________
 AE0539* NAD 83(1986)-  26 15 21.     (N)    098 29 07.     (W)     SCALED    
 AE0539* NAVD 88     -        46.962  (meters)     154.07   (feet)  ADJUSTED  
 AE0539  ___________________________________________________________________
 AE0539  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE0539  DYNAMIC HT  -          46.884 (meters)     153.82  (feet)  COMP
 AE0539  MODELED GRAV-     978,988.4   (mgal)                       NAVD 88
 AE0539
 AE0539  VERT ORDER  -  SECOND    CLASS 0
 AE0539
 AE0539.The horizontal coordinates were scaled from a topographic map and have
 AE0539.an estimated accuracy of +/- 6 seconds.
 AE0539
 AE0539.The orthometric height was determined by differential leveling
 AE0539.and adjusted by the National Geodetic Survey in June 1991..
 AE0539
 AE0539.The geoid height was determined by GEOID03.
 AE0539
 AE0539.The dynamic height is computed by dividing the NAVD 88
 AE0539.geopotential number by the normal gravity value computed on the
 AE0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0539.degrees latitude (g = 980.6199 gals.).
 AE0539
 AE0539.The modeled gravity was interpolated from observed gravity values.
 AE0539
 AE0539;                    North         East    Units  Estimated Accuracy
 AE0539;SPC TX S     - 5,065,280.      301,470.      MT  (+/- 180 meters Scaled)
 AE0539
 AE0539                          SUPERSEDED SURVEY CONTROL
 AE0539
 AE0539  NGVD 29 (??/??/92)   47.086  (m)          154.48   (f) ADJ UNCH    2 0
 AE0539
 AE0539.Superseded values are not recommended for survey control.
 AE0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0539.See file dsdata.txt to determine how the superseded data were derived.
 AE0539
 AE0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ514041(NAD 83)
 AE0539_MARKER: DB = BENCH MARK DISK
 AE0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0539_STAMPING: Y 686 1942
 AE0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0539+STABILITY: SURFACE MOTION
 AE0539
 AE0539  HISTORY     - Date     Condition        Report By
 AE0539  HISTORY     - 1942     MONUMENTED       CGS
 AE0539  HISTORY     - 1963     GOOD             NGS
 AE0539  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0539
 AE0539                          STATION DESCRIPTION
 AE0539
 AE0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0539'0.7 MI N FROM LA JOYA.
 AE0539'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0539'MILE WEST ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A GRAVEL
 AE0539'ROAD LEADING NORTH, THENCE 0.4 MILE NORTH ALONG A GRAVEL ROAD TO THE
 AE0539'INTERSECTION OF A GRAVEL ROAD LEADING WEST AND SITE OF BENCH MARK.
 AE0539'BENCH MARK IS IN THE NORTHWEST ANGLE OF THE INTERSECTION.  IT IS 76.0
 AE0539'FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING WEST, 34.0 FEET
 AE0539'WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF A GRAVEL ROAD
 AE0539'LEADING NORTH.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN
 AE0539'MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AE0539
 AE0539                          STATION RECOVERY (1963)
 AE0539
 AE0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AE0539'RECOVERED IN GOOD CONDITION.
 AE0539
 AE0539                          STATION RECOVERY (1981)
 AE0539
 AE0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0539'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0638 ***********************************************************************
 AE0638  DESIGNATION -  Y 689
 AE0638  PID         -  AE0638
 AE0638  STATE/COUNTY-  TX/STARR
 AE0638  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0638
 AE0638                         *CURRENT SURVEY CONTROL
 AE0638  ___________________________________________________________________
 AE0638* NAD 83(1986)-  26 24 34.     (N)    098 57 42.     (W)     SCALED    
 AE0638* NAVD 88     -        54.773  (meters)     179.70   (feet)  ADJUSTED  
 AE0638  ___________________________________________________________________
 AE0638  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AE0638  DYNAMIC HT  -          54.684 (meters)     179.41  (feet)  COMP
 AE0638  MODELED GRAV-     979,028.6   (mgal)                       NAVD 88
 AE0638
 AE0638  VERT ORDER  -  FIRST     CLASS II
 AE0638
 AE0638.The horizontal coordinates were scaled from a topographic map and have
 AE0638.an estimated accuracy of +/- 6 seconds.
 AE0638
 AE0638.The orthometric height was determined by differential leveling
 AE0638.and adjusted by the National Geodetic Survey in June 1991..
 AE0638
 AE0638.The geoid height was determined by GEOID03.
 AE0638
 AE0638.The dynamic height is computed by dividing the NAVD 88
 AE0638.geopotential number by the normal gravity value computed on the
 AE0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0638.degrees latitude (g = 980.6199 gals.).
 AE0638
 AE0638.The modeled gravity was interpolated from observed gravity values.
 AE0638
 AE0638;                    North         East    Units  Estimated Accuracy
 AE0638;SPC TX S     - 5,082,380.      253,940.      MT  (+/- 180 meters Scaled)
 AE0638
 AE0638                          SUPERSEDED SURVEY CONTROL
 AE0638
 AE0638  NGVD 29 (??/??/92)   54.822  (m)          179.86   (f) ADJ UNCH    1 2
 AE0638
 AE0638.Superseded values are not recommended for survey control.
 AE0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0638.See file dsdata.txt to determine how the superseded data were derived.
 AE0638
 AE0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ038210(NAD 83)
 AE0638_MARKER: DB = BENCH MARK DISK
 AE0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0638_STAMPING: Y 689 1942
 AE0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0638+STABILITY: SURFACE MOTION
 AE0638
 AE0638  HISTORY     - Date     Condition        Report By
 AE0638  HISTORY     - 1942     MONUMENTED       CGS
 AE0638  HISTORY     - 1956     GOOD             NGS
 AE0638  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0638
 AE0638                          STATION DESCRIPTION
 AE0638
 AE0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0638'3.6 MI E FROM ROMA.
 AE0638'3.6 MILES EAST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT ROMA,
 AE0638'AT ESCOBARES, 236 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 277
 AE0638'FEET EAST OF THE E.E. PEREZ STORE, 38 FEET NORTH OF THE CENTER LINE OF
 AE0638'THE OLD HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 5.5
 AE0638'FEET EAST OF A FENCE CORNER, 1.2 FEET WEST OF A WITNESS POST, IN AN
 AE0638'EAST AND WEST FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH
 AE0638'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AE0638
 AE0638                          STATION RECOVERY (1981)
 AE0638
 AE0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0638'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1230 ***********************************************************************
 AW1230  DESIGNATION -  Y 690
 AW1230  PID         -  AW1230
 AW1230  STATE/COUNTY-  TX/BRAZORIA
 AW1230  USGS QUAD   -  ANGLETON (1974)
 AW1230
 AW1230                         *CURRENT SURVEY CONTROL
 AW1230  ___________________________________________________________________
 AW1230* NAD 83(1986)-  29 11 14.     (N)    095 23 16.     (W)     SCALED    
 AW1230* NAVD 88     -         6.79   (+/-2cm)      22.3    (feet)  VERTCON   
 AW1230  ___________________________________________________________________
 AW1230  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW1230
 AW1230  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1230
 AW1230.The horizontal coordinates were scaled from a topographic map and have
 AW1230.an estimated accuracy of +/- 6 seconds.
 AW1230
 AW1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1230.The vertical order pertains to the NGVD 29 superseded value.
 AW1230
 AW1230.The geoid height was determined by GEOID03.
 AW1230
 AW1230;                    North         East    Units  Estimated Accuracy
 AW1230;SPC TXSC     - 4,155,470.      951,230.      MT  (+/- 180 meters Scaled)
 AW1230
 AW1230                          SUPERSEDED SURVEY CONTROL
 AW1230
 AW1230  NGVD 29 (??/??/92)    6.801  (m)           22.31   (f) ADJ UNCH    1 2
 AW1230
 AW1230.Superseded values are not recommended for survey control.
 AW1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1230.See file dsdata.txt to determine how the superseded data were derived.
 AW1230
 AW1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN678310(NAD 83)
 AW1230_MARKER: DB = BENCH MARK DISK
 AW1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1230_SP_SET: CULVERT
 AW1230_STAMPING: Y 690 1942
 AW1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1230
 AW1230  HISTORY     - Date     Condition        Report By
 AW1230  HISTORY     - 1942     MONUMENTED       CGS
 AW1230  HISTORY     - 1967     MARK NOT FOUND   NGS
 AW1230  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW1230  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1230  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1230  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1230  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 AW1230
 AW1230                          STATION DESCRIPTION
 AW1230
 AW1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW1230'3.35 MI NE FROM ANGLETON.
 AW1230'ABOUT 3.35 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AW1230'RAILWAY FROM THE STATION AT ANGLETON, 87 1/2 FEET SOUTHEAST OF THE
 AW1230'SOUTHEAST RAIL, AT A CURVE IN A PAVED ROAD, IN THE TOP AND CENTER OF
 AW1230'THE NORTHWEST CONCRETE HEAD WALL OF A CULVERT UNDER THE ROAD, 12 FEET
 AW1230'NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE NORTHEAST OF
 AW1230'THE ENTRANCE TO THE AGRICULTURE EXPERIMENT STATION NO. 3 AND ABOUT 18
 AW1230'INCHES ABOVE THE LEVEL OF THE ROAD.  NOTE-- IT IS BELIEVED THE MARK
 AW1230'WAS DESTROYED AS THE HEADWALL OF A CONCRETE CULVERT WAS FOUND BROKEN
 AW1230'UP AT THE SITE.
 AW1230
 AW1230                          STATION RECOVERY (1973)
 AW1230
 AW1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1230'MARK NOT FOUND.
 AW1230
 AW1230                          STATION RECOVERY (1978)
 AW1230
 AW1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1230'CULVERT REPLACED.
 AW1230
 AW1230                          STATION RECOVERY (1988)
 AW1230
 AW1230'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW1230'MARK NOT FOUND.
 AW1230
 AW1230                          STATION RECOVERY (1997)
 AW1230
 AW1230'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1230'MARK NOT FOUND.
 AW1230
 AW1230                          STATION RECOVERY (2003)
 AW1230
 AW1230'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1232 ***********************************************************************
 AW1232  DESIGNATION -  Y 692
 AW1232  PID         -  AW1232
 AW1232  STATE/COUNTY-  TX/BRAZORIA
 AW1232  USGS QUAD   -  ANGLETON (1974)
 AW1232
 AW1232                         *CURRENT SURVEY CONTROL
 AW1232  ___________________________________________________________________
 AW1232* NAD 83(1986)-  29 11 00.     (N)    095 26 58.     (W)     SCALED    
 AW1232* NAVD 88     -         9.73   (+/-2cm)      31.9    (feet)  VERTCON   
 AW1232  ___________________________________________________________________
 AW1232  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW1232
 AW1232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1232
 AW1232.The horizontal coordinates were scaled from a topographic map and have
 AW1232.an estimated accuracy of +/- 6 seconds.
 AW1232
 AW1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1232.The vertical order pertains to the NGVD 29 superseded value.
 AW1232
 AW1232.The geoid height was determined by GEOID03.
 AW1232
 AW1232;                    North         East    Units  Estimated Accuracy
 AW1232;SPC TXSC     - 4,154,860.      945,250.      MT  (+/- 180 meters Scaled)
 AW1232
 AW1232                          SUPERSEDED SURVEY CONTROL
 AW1232
 AW1232  NGVD 29 (??/??/92)    9.741  (m)           31.96   (f) ADJ UNCH    2 0
 AW1232
 AW1232.Superseded values are not recommended for survey control.
 AW1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1232.See file dsdata.txt to determine how the superseded data were derived.
 AW1232
 AW1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN618307(NAD 83)
 AW1232_MARKER: DB = BENCH MARK DISK
 AW1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1232_SP_SET: CULVERT
 AW1232_STAMPING: Y 692 1942
 AW1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1232
 AW1232  HISTORY     - Date     Condition        Report By
 AW1232  HISTORY     - 1942     MONUMENTED       CGS
 AW1232  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1232  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1232  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 AW1232
 AW1232                          STATION DESCRIPTION
 AW1232
 AW1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW1232'1.6 MI NW FROM ANGLETON.
 AW1232'TO REACH FROM THE COUNTY COURT HOUSE AT ANGLETON, PROCEED 1.6 MILES
 AW1232'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD AND STATE HIGHWAY NO. 19
 AW1232'AND TO A 4X4 FOOT CONCRETE HIGHWAY CULVERT AND TO SITE OF BENCH MARK.
 AW1232'BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE SOUTHWEST
 AW1232'HEADWALL OF CULVERT.  IT IS 66.0 FEET NORTHEAST OF AND ABOUT 3.0 FEET
 AW1232'BELOW THE CENTER LINE OF RAILROAD TRESTLE NO. 19.1, ABOUT 12.0 FEET
 AW1232'SOUTHWEST OF AND 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY.
 AW1232
 AW1232                          STATION RECOVERY (1978)
 AW1232
 AW1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1232'SEARCHED FOR NOT RECOVERED.
 AW1232
 AW1232                          STATION RECOVERY (1997)
 AW1232
 AW1232'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1232'MARK NOT FOUND.
 AW1232
 AW1232                          STATION RECOVERY (2003)
 AW1232
 AW1232'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4072 ***********************************************************************
 AW4072  DESIGNATION -  Y 693
 AW4072  PID         -  AW4072
 AW4072  STATE/COUNTY-  TX/BRAZORIA
 AW4072  USGS QUAD   -  MANVEL (1974)
 AW4072
 AW4072                         *CURRENT SURVEY CONTROL
 AW4072  ___________________________________________________________________
 AW4072* NAD 83(1986)-  29 22 53.     (N)    095 18 03.     (W)     SCALED    
 AW4072* NAVD 88     -        10.83   (+/-2cm)      35.5    (feet)  VERTCON   
 AW4072  ___________________________________________________________________
 AW4072  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW4072
 AW4072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4072
 AW4072.The horizontal coordinates were scaled from a topographic map and have
 AW4072.an estimated accuracy of +/- 6 seconds.
 AW4072
 AW4072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4072.The vertical order pertains to the NGVD 29 superseded value.
 AW4072
 AW4072.The geoid height was determined by GEOID03.
 AW4072
 AW4072;                    North         East    Units  Estimated Accuracy
 AW4072;SPC TXSC     - 4,177,240.      959,000.      MT  (+/- 180 meters Scaled)
 AW4072
 AW4072                          SUPERSEDED SURVEY CONTROL
 AW4072
 AW4072  NGVD 29 (??/??/92)   10.83   (m)           35.5    (f) COMPUTED    2 0
 AW4072
 AW4072.Superseded values are not recommended for survey control.
 AW4072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4072.See file dsdata.txt to determine how the superseded data were derived.
 AW4072
 AW4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN766524(NAD 83)
 AW4072_MARKER: DB = BENCH MARK DISK
 AW4072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4072_STAMPING: Y 693 1942
 AW4072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4072+STABILITY: SURFACE MOTION
 AW4072
 AW4072  HISTORY     - Date     Condition        Report By
 AW4072  HISTORY     - 1942     MONUMENTED       CGS
 AW4072  HISTORY     - 1956     MARK NOT FOUND   USGS
 AW4072  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4072
 AW4072                          STATION DESCRIPTION
 AW4072
 AW4072'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4072'5.1 MI SW FROM ALVIN.
 AW4072'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT
 AW4072'ALVIN, PROCEED 1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 35, TO A SHELL
 AW4072'CROSS ROAD, THENCE GO 0.6 MILE WEST TO AN S CURVE IN ROAD, THENCE GO
 AW4072'1.0 MILE SOUTH TO AN IMPROVED ROAD LEADING WEST, THENCE GO 2.5 MILES
 AW4072'WEST TO A SMALL HOUSE ON THE SOUTH SIDE OF ROAD AND SITE OF BENCH
 AW4072'MARK.  BENCH MARK IS ABOUT 124.0 FEET NORTHEAST OF THE NORTHEAST
 AW4072'CORNER OF HOUSE.  IT IS 30.0 FEET SOUTH OF AND 1.0 FOOT BELOW THE
 AW4072'CENTERLINE OF ROAD, ABOUT 12.0 FEET EAST OF A FENCE CORNER AND 1.0
 AW4072'FOOT SOUTH OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET WEST OF A
 AW4072'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT, AND SET IN A
 AW4072'CONCRETE POST.
 AW4072
 AW4072                          STATION RECOVERY (1956)
 AW4072
 AW4072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AW4072'MARK NOT FOUND.
 AW4072
 AW4072                          STATION RECOVERY (1997)
 AW4072
 AW4072'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1256 ***********************************************************************
 AN1256  DESIGNATION -  Y 694
 AN1256  PID         -  AN1256
 AN1256  STATE/COUNTY-  TX/REFUGIO
 AN1256  USGS QUAD   -  VIDAURRI (1978)
 AN1256
 AN1256                         *CURRENT SURVEY CONTROL
 AN1256  ___________________________________________________________________
 AN1256* NAD 83(1986)-  28 25 35.     (N)    097 08 55.     (W)     SCALED    
 AN1256* NAVD 88     -        20.20   (+/-2cm)      66.3    (feet)  VERTCON   
 AN1256  ___________________________________________________________________
 AN1256  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1256
 AN1256  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1256
 AN1256.The horizontal coordinates were scaled from a topographic map and have
 AN1256.an estimated accuracy of +/- 6 seconds.
 AN1256
 AN1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1256.The vertical order pertains to the NGVD 29 superseded value.
 AN1256
 AN1256.The geoid height was determined by GEOID03.
 AN1256
 AN1256;                    North         East    Units  Estimated Accuracy
 AN1256;SPC TXSC     - 4,067,170.      781,370.      MT  (+/- 180 meters Scaled)
 AN1256
 AN1256                          SUPERSEDED SURVEY CONTROL
 AN1256
 AN1256  NGVD 29 (??/??/92)   20.35   (m)           66.8    (f) COMPUTED    1 2
 AN1256
 AN1256.Superseded values are not recommended for survey control.
 AN1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1256.See file dsdata.txt to determine how the superseded data were derived.
 AN1256
 AN1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS813458(NAD 83)
 AN1256_MARKER: DB = BENCH MARK DISK
 AN1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1256_STAMPING: Y 694 1942
 AN1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1256+STABILITY: SURFACE MOTION
 AN1256
 AN1256  HISTORY     - Date     Condition        Report By
 AN1256  HISTORY     - 1942     MONUMENTED       CGS
 AN1256  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1256  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1256  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1256
 AN1256                          STATION DESCRIPTION
 AN1256
 AN1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1256'1.1 MI SW FROM VIDAURI.
 AN1256'TO REACH FROM THE RAILROAD STATION SIGN POST VIDAURI, PROCEED 1.1
 AN1256'MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO AND SITE
 AN1256'OF BENCH MARK.  BENCH MARK IS 6 POLES NORTHEAST OF MILE POST NO. 197,
 AN1256'ABOUT 51.0 FEET SOUTHEAST OF AND ABOUT 6.0 FEET BELOW THE CENTERLINE
 AN1256'OF TRACK.  IT IS 45.0 FEET NORTHWEST OF AND ABOUT 3.0 FEET BELOW THE
 AN1256'CENTERLINE OF U.S. HIGHWAY NO.  77.  MONUMENT IS 3.0 FEET SOUTHWEST OF
 AN1256'A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT. STAMPED Y
 AN1256'694 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AN1256
 AN1256                          STATION RECOVERY (1973)
 AN1256
 AN1256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1256'MARK NOT FOUND.
 AN1256
 AN1256                          STATION RECOVERY (1978)
 AN1256
 AN1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1256'NOT RECOVERED ON THIS DATE.
 AN1256
 AN1256                          STATION RECOVERY (1994)
 AN1256
 AN1256'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0592 ***********************************************************************
 AN0592  DESIGNATION -  Y 695
 AN0592  PID         -  AN0592
 AN0592  STATE/COUNTY-  TX/CALHOUN
 AN0592  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0592
 AN0592                         *CURRENT SURVEY CONTROL
 AN0592  ___________________________________________________________________
 AN0592* NAD 83(1986)-  28 36 42.     (N)    096 39 44.     (W)     SCALED    
 AN0592* NAVD 88     -         5.92   (+/-2cm)      19.4    (feet)  VERTCON   
 AN0592  ___________________________________________________________________
 AN0592  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0592
 AN0592  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0592
 AN0592.The horizontal coordinates were scaled from a topographic map and have
 AN0592.an estimated accuracy of +/- 6 seconds.
 AN0592
 AN0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0592.The vertical order pertains to the NGVD 29 superseded value.
 AN0592
 AN0592.The geoid height was determined by GEOID03.
 AN0592
 AN0592;                    North         East    Units  Estimated Accuracy
 AN0592;SPC TXSC     - 4,088,550.      828,610.      MT  (+/- 180 meters Scaled)
 AN0592
 AN0592                          SUPERSEDED SURVEY CONTROL
 AN0592
 AN0592  NGVD 29 (??/??/92)    6.038  (m)           19.81   (f) ADJ UNCH    1 2
 AN0592
 AN0592.Superseded values are not recommended for survey control.
 AN0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0592.See file dsdata.txt to determine how the superseded data were derived.
 AN0592
 AN0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS285671(NAD 83)
 AN0592_MARKER: DB = BENCH MARK DISK
 AN0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0592_STAMPING: Y 695 1943
 AN0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0592+STABILITY: SURFACE MOTION
 AN0592
 AN0592  HISTORY     - Date     Condition        Report By
 AN0592  HISTORY     - 1943     MONUMENTED       CGS
 AN0592  HISTORY     - 1950     GOOD             NGS
 AN0592  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0592
 AN0592                          STATION DESCRIPTION
 AN0592
 AN0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0592'2.4 MI W FROM PORT LAVACA.
 AN0592'ABOUT 2.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0592'STATION AT PORT LAVACA, CALHOUN COUNTY, 132 FEET EAST OF A
 AN0592'STATION-ONE-MILE SIGN, 42.4 FEET SOUTH OF THE CENTER LINE OF THE
 AN0592'TRACK, 36 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 87, 3 FEET
 AN0592'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 AN0592'TRACK.  A STANDARD DISK, STAMPED Y 695 1943 AND SET IN THE TOP OF A
 AN0592'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0592
 AN0592                          STATION RECOVERY (1998)
 AN0592
 AN0592'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0740 ***********************************************************************
 AN0740  DESIGNATION -  Y 696
 AN0740  PID         -  AN0740
 AN0740  STATE/COUNTY-  TX/VICTORIA
 AN0740  USGS QUAD   -  INEZ (1995)
 AN0740
 AN0740                         *CURRENT SURVEY CONTROL
 AN0740  ___________________________________________________________________
 AN0740* NAD 83(1986)-  28 53 23.     (N)    096 49 03.     (W)     SCALED    
 AN0740* NAVD 88     -        17.95   (+/-2cm)      58.9    (feet)  VERTCON   
 AN0740  ___________________________________________________________________
 AN0740  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0740
 AN0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0740
 AN0740.The horizontal coordinates were scaled from a topographic map and have
 AN0740.an estimated accuracy of +/- 6 seconds.
 AN0740
 AN0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0740.The vertical order pertains to the NGVD 29 superseded value.
 AN0740
 AN0740.The geoid height was determined by GEOID03.
 AN0740
 AN0740;                    North         East    Units  Estimated Accuracy
 AN0740;SPC TXSC     - 4,119,060.      812,850.      MT  (+/- 180 meters Scaled)
 AN0740
 AN0740                          SUPERSEDED SURVEY CONTROL
 AN0740
 AN0740  NGVD 29 (??/??/92)   18.018  (m)           59.11   (f) ADJ UNCH    2 0
 AN0740
 AN0740.Superseded values are not recommended for survey control.
 AN0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0740.See file dsdata.txt to determine how the superseded data were derived.
 AN0740
 AN0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS128977(NAD 83)
 AN0740_MARKER: DB = BENCH MARK DISK
 AN0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0740_STAMPING: Y 696 1943
 AN0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0740+STABILITY: SURFACE MOTION
 AN0740
 AN0740  HISTORY     - Date     Condition        Report By
 AN0740  HISTORY     - 1943     MONUMENTED       CGS
 AN0740  HISTORY     - 1970     MARK NOT FOUND   USGS
 AN0740  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0740
 AN0740                          STATION DESCRIPTION
 AN0740
 AN0740'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 AN0740'2.0 MI SW FROM INEZ.
 AN0740'2.0 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0740'STATION AT INEZ, 6 POLES SOUTH WEST OF MILEPOST 78, 44.4 FEET
 AN0740'NORTHWEST OF THE CENTER LINE OF THE TRACK, 4 FEET SOUTHEAST OF THE
 AN0740'RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 AN0740'AND ABOUT 2 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 AN0740'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- FROM
 AN0740'INFORMATION FURNISHED BY TEXAS HIGHWAY DEPARTMENT, A TRAIN DERAILED IN
 AN0740'VICINITY OF THIS MARK SEVERAL YEARS AGO, AND BM WAS PROBABLY DESTROYED
 AN0740'AT THAT TIME.
 AN0740
 AN0740                          STATION RECOVERY (1991)
 AN0740
 AN0740'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2465 ***********************************************************************
 AN2465  DESIGNATION -  Y 697 RESET
 AN2465  PID         -  AN2465
 AN2465  STATE/COUNTY-  TX/VICTORIA
 AN2465  USGS QUAD   -  MARCADO CREEK (1995)
 AN2465
 AN2465                         *CURRENT SURVEY CONTROL
 AN2465  ___________________________________________________________________
 AN2465* NAD 83(1986)-  28 47 40.     (N)    096 50 31.     (W)     SCALED    
 AN2465* NAVD 88     -        20.32   (+/-2cm)      66.7    (feet)  VERTCON   
 AN2465  ___________________________________________________________________
 AN2465  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN2465
 AN2465  VERT ORDER  -  THIRD (See Below)
 AN2465
 AN2465.The horizontal coordinates were scaled from a topographic map and have
 AN2465.an estimated accuracy of +/- 6 seconds.
 AN2465
 AN2465.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2465.The vertical order pertains to the NGVD 29 superseded value.
 AN2465
 AN2465.The geoid height was determined by GEOID03.
 AN2465
 AN2465;                    North         East    Units  Estimated Accuracy
 AN2465;SPC TXSC     - 4,108,460.      810,660.      MT  (+/- 180 meters Scaled)
 AN2465
 AN2465                          SUPERSEDED SURVEY CONTROL
 AN2465
 AN2465  NGVD 29 (01/29/03)   20.42   (m)           67.0    (f) RESET       3  
 AN2465
 AN2465.Superseded values are not recommended for survey control.
 AN2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2465.See file dsdata.txt to determine how the superseded data were derived.
 AN2465
 AN2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS106871(NAD 83)
 AN2465_MARKER: DV = VERTICAL CONTROL DISK
 AN2465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2465_SP_SET: CULVERT HEADWALL
 AN2465_STAMPING: Y 697 RESET 1990
 AN2465_MARK LOGO: NGS   
 AN2465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2465+STABILITY: SURFACE MOTION
 AN2465
 AN2465  HISTORY     - Date     Condition        Report By
 AN2465  HISTORY     - 1990     MONUMENTED       LOCENG
 AN2465
 AN2465                          STATION DESCRIPTION
 AN2465
 AN2465'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 AN2465'6.5 MILES (10.5 KM) NORTHEAST ALONG A COUNTY ROAD FROM THE PUBLIC
 AN2465'SCHOOL IN GUADALUPE, 200 FEET (61.0 M) BEFORE INTERSECTION WITH FM
 AN2465'ROAD 1686 LEADING NORTH TO TELFERNER IN THE EAST HEADWALL OF A THREE
 AN2465'BARREL BOX CULVERT, APPROXIMATELY ONE FOOT ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0978 ***********************************************************************
 AN0978  DESIGNATION -  Y 698
 AN0978  PID         -  AN0978
 AN0978  STATE/COUNTY-  TX/VICTORIA
 AN0978  USGS QUAD   -  RAISIN (1987)
 AN0978
 AN0978                         *CURRENT SURVEY CONTROL
 AN0978  ___________________________________________________________________
 AN0978* NAD 83(1986)-  28 39 16.     (N)    097 02 48.     (W)     SCALED    
 AN0978* NAVD 88     -        25.78   (+/-2cm)      84.6    (feet)  VERTCON   
 AN0978  ___________________________________________________________________
 AN0978  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0978
 AN0978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0978
 AN0978.The horizontal coordinates were scaled from a topographic map and have
 AN0978.an estimated accuracy of +/- 6 seconds.
 AN0978
 AN0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0978.The vertical order pertains to the NGVD 29 superseded value.
 AN0978
 AN0978.The geoid height was determined by GEOID03.
 AN0978
 AN0978;                    North         East    Units  Estimated Accuracy
 AN0978;SPC TXSC     - 4,092,600.      790,940.      MT  (+/- 180 meters Scaled)
 AN0978
 AN0978                          SUPERSEDED SURVEY CONTROL
 AN0978
 AN0978  NGVD 29 (??/??/92)   25.901  (m)           84.98   (f) ADJ UNCH    2 0
 AN0978
 AN0978.Superseded values are not recommended for survey control.
 AN0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0978.See file dsdata.txt to determine how the superseded data were derived.
 AN0978
 AN0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS909712(NAD 83)
 AN0978_MARKER: DB = BENCH MARK DISK
 AN0978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0978_SP_SET: CULVERT
 AN0978_STAMPING: Y 698 1943
 AN0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0978
 AN0978  HISTORY     - Date     Condition        Report By
 AN0978  HISTORY     - 1943     MONUMENTED       CGS
 AN0978
 AN0978                          STATION DESCRIPTION
 AN0978
 AN0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0978'11.6 MI SW FROM VICTORIA.
 AN0978'TO REACH FROM THE CITY HALL AT VICTORIA, PROCEED 2.9 MILES SOUTHWEST
 AN0978'ALONG THE TEXAS AND NEW ORLEANS RAILROAD TO THE INTERSECTION OF U.S.
 AN0978'HIGHWAY NO. 77, THENCE GO 8.7 MILES SOUTH ALONG U.S. HIGHWAY NO. 77 TO
 AN0978'A 6X4 FOOT CONCRETE CULVERT UNDER HIGHWAY AND SITE OF BENCH MARK.
 AN0978'BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF THE WEST CONCRETE
 AN0978'HEADWALL OF CULVERT.  IT IS 15.0 FEET WEST OF AND ABOUT THE SAME
 AN0978'ELEVATION AS THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0979 ***********************************************************************
 AN0979  DESIGNATION -  Y 698 RESET 1954
 AN0979  PID         -  AN0979
 AN0979  STATE/COUNTY-  TX/VICTORIA
 AN0979  USGS QUAD   -  RAISIN (1987)
 AN0979
 AN0979                         *CURRENT SURVEY CONTROL
 AN0979  ___________________________________________________________________
 AN0979* NAD 83(1986)-  28 39 16.     (N)    097 02 48.     (W)     SCALED    
 AN0979* NAVD 88     -        25.52   (+/-2cm)      83.7    (feet)  VERTCON   
 AN0979  ___________________________________________________________________
 AN0979  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0979
 AN0979  VERT ORDER  -  THIRD (See Below)
 AN0979
 AN0979.The horizontal coordinates were scaled from a topographic map and have
 AN0979.an estimated accuracy of +/- 6 seconds.
 AN0979
 AN0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0979.The vertical order pertains to the NGVD 29 superseded value.
 AN0979
 AN0979.The geoid height was determined by GEOID03.
 AN0979
 AN0979;                    North         East    Units  Estimated Accuracy
 AN0979;SPC TXSC     - 4,092,600.      790,940.      MT  (+/- 180 meters Scaled)
 AN0979
 AN0979                          SUPERSEDED SURVEY CONTROL
 AN0979
 AN0979  NGVD 29 (01/29/03)   25.64   (m)           84.1    (f) RESET       3  
 AN0979
 AN0979.Superseded values are not recommended for survey control.
 AN0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0979.See file dsdata.txt to determine how the superseded data were derived.
 AN0979
 AN0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS909712(NAD 83)
 AN0979_MARKER: DB = BENCH MARK DISK
 AN0979_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0979_SP_SET: CULVERT
 AN0979_STAMPING: Y 698 RESET 1954
 AN0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0979
 AN0979  HISTORY     - Date     Condition        Report By
 AN0979  HISTORY     - 1954     MONUMENTED       TXHD
 AN0979  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AN0979
 AN0979                          STATION DESCRIPTION
 AN0979
 AN0979'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0979'11.6 MI S FROM VICTORIA.
 AN0979'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0979'CITY HALL AT VICTORIA, VICTORIA COUNTY, THENCE 8.7 MILES SOUTH ALONG
 AN0979'U.S. HIGHWAY 77.  AT A CONCRETE CULVERT, IN THE TOP OF THE WEST
 AN0979'HEADWALL, 30.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.8
 AN0979'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 698 RESET
 AN0979'1954.
 AN0979
 AN0979                          STATION RECOVERY (2002)
 AN0979
 AN0979'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN0979'AREA IS NOW OCCUPIED BY A FOUR LANE HIGHWAY DIVIDED BY A GRASS MEDIAN.
 AN0979'MARKER PROBABLY NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1434 ***********************************************************************
 AN1434  DESIGNATION -  Y 699
 AN1434  PID         -  AN1434
 AN1434  STATE/COUNTY-  TX/REFUGIO
 AN1434  USGS QUAD   -  BLANCONIA (1979)
 AN1434
 AN1434                         *CURRENT SURVEY CONTROL
 AN1434  ___________________________________________________________________
 AN1434* NAD 83(1986)-  28 22 52.     (N)    097 22 45.     (W)     SCALED    
 AN1434* NAVD 88     -        23.64   (+/-2cm)      77.6    (feet)  VERTCON   
 AN1434  ___________________________________________________________________
 AN1434  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1434
 AN1434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1434
 AN1434.The horizontal coordinates were scaled from a topographic map and have
 AN1434.an estimated accuracy of +/- 6 seconds.
 AN1434
 AN1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1434.The vertical order pertains to the NGVD 29 superseded value.
 AN1434
 AN1434.The geoid height was determined by GEOID03.
 AN1434
 AN1434;                    North         East    Units  Estimated Accuracy
 AN1434;SPC TXSC     - 4,061,810.      758,860.      MT  (+/- 180 meters Scaled)
 AN1434
 AN1434                          SUPERSEDED SURVEY CONTROL
 AN1434
 AN1434  NGVD 29 (??/??/92)   23.750  (m)           77.92   (f) ADJ UNCH    2 0
 AN1434
 AN1434.Superseded values are not recommended for survey control.
 AN1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1434.See file dsdata.txt to determine how the superseded data were derived.
 AN1434
 AN1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS588404(NAD 83)
 AN1434_MARKER: DB = BENCH MARK DISK
 AN1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1434_STAMPING: Y 699 1943
 AN1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1434+STABILITY: SURFACE MOTION
 AN1434
 AN1434  HISTORY     - Date     Condition        Report By
 AN1434  HISTORY     - 1943     MONUMENTED       CGS
 AN1434  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1434  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1434
 AN1434                          STATION DESCRIPTION
 AN1434
 AN1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1434'10.5 MI NW FROM REFUGIO.
 AN1434'1.7 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE COUNTY COURTHOUSE AT
 AN1434'REFUGIO, REFUGIO COUNTY, THENCE 8.8 MILES NORTHWEST ALONG STATE
 AN1434'HIGHWAY 202.  0.6 MILE SOUTH ALONG A COUNTY ROAD FROM THE CATHOLIC
 AN1434'CHURCH AT BLANCONIA, BEE COUNTY, THENCE 2.2 MILES SOUTHEAST ALONG
 AN1434'STATE HIGHWAY 202.  0.1 MILE SOUTHEAST OF THE REFUGIO-BEE COUNTY LINE,
 AN1434'61 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHWEST
 AN1434'OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 AN1434'POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Y 699 1943
 AN1434'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 AN1434'GROUND.
 AN1434
 AN1434                          STATION RECOVERY (1973)
 AN1434
 AN1434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1434'MARK NOT FOUND.
 AN1434
 AN1434                          STATION RECOVERY (1999)
 AN1434
 AN1434'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0134 ***********************************************************************
 AW0134  DESIGNATION -  Y 7
 AW0134  PID         -  AW0134
 AW0134  STATE/COUNTY-  TX/HARRIS
 AW0134  USGS QUAD   -  KATY (1980)
 AW0134
 AW0134                         *CURRENT SURVEY CONTROL
 AW0134  ___________________________________________________________________
 AW0134* NAD 83(1986)-  29 47 09.     (N)    095 49 11.     (W)     SCALED    
 AW0134* NAVD 88     -        43.031  (meters)     141.18   (feet)  ADJUSTED  
 AW0134  ___________________________________________________________________
 AW0134  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0134  DYNAMIC HT  -          42.972 (meters)     140.98  (feet)  COMP
 AW0134  MODELED GRAV-     979,274.9   (mgal)                       NAVD 88
 AW0134
 AW0134  VERT ORDER  -  FIRST     CLASS I
 AW0134
 AW0134.The horizontal coordinates were scaled from a topographic map and have
 AW0134.an estimated accuracy of +/- 6 seconds.
 AW0134
 AW0134.The orthometric height was determined by differential leveling
 AW0134.and adjusted by the National Geodetic Survey in June 1991..
 AW0134
 AW0134.The geoid height was determined by GEOID03.
 AW0134
 AW0134.The dynamic height is computed by dividing the NAVD 88
 AW0134.geopotential number by the normal gravity value computed on the
 AW0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0134.degrees latitude (g = 980.6199 gals.).
 AW0134
 AW0134.The modeled gravity was interpolated from observed gravity values.
 AW0134
 AW0134;                    North         East    Units  Estimated Accuracy
 AW0134;SPC TXSC     - 4,220,570.      907,440.      MT  (+/- 180 meters Scaled)
 AW0134
 AW0134                          SUPERSEDED SURVEY CONTROL
 AW0134
 AW0134  NGVD 29 (12/23/87)   43.019  (m)          141.14   (f) ADJUSTED    1 1
 AW0134
 AW0134.Superseded values are not recommended for survey control.
 AW0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0134.See file dsdata.txt to determine how the superseded data were derived.
 AW0134
 AW0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN274983(NAD 83)
 AW0134_MARKER: DB = BENCH MARK DISK
 AW0134_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0134_SP_SET: WATER TANK FOUNDATION
 AW0134_STAMPING: Y 7
 AW0134_MARK LOGO: CGS   
 AW0134_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0134+STABILITY: SURFACE MOTION
 AW0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0134+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AW0134
 AW0134  HISTORY     - Date     Condition        Report By
 AW0134  HISTORY     - UNK      MONUMENTED       CGS
 AW0134  HISTORY     - 1973     GOOD             NGS
 AW0134  HISTORY     - 1976     GOOD             NGS
 AW0134  HISTORY     - 1976     GOOD             NGS
 AW0134  HISTORY     - 1987     GOOD             USPSQD
 AW0134  HISTORY     - 1987     GOOD             NGS
 AW0134  HISTORY     - 1990     GOOD             USPSQD
 AW0134  HISTORY     - 19950327 GOOD             HGCSD
 AW0134  HISTORY     - 20041027 GOOD             USPSQD
 AW0134
 AW0134                          STATION DESCRIPTION
 AW0134
 AW0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0134'IN KATY.
 AW0134'AT KATY, ABOUT 183.2 FEET EAST OF THE EAST END OF THE
 AW0134'MISSOURI-KANSAS-TEXAS RAILROAD STATION, ABOUT 84.2 FEET NORTH OF THE
 AW0134'CENTER LINE OF THE WESTBOUND LANE OF US HIGHWAY 90, 27.4 FEET SOUTH OF
 AW0134'THE SOUTH RAIL OF THE MAIN TRACK, 11 FEET WEST OF THE SOUTHWEST CORNER
 AW0134'OF A CONCRETE FOUNDATION, SET VERTICALLY IN THE EAST END OF THE MOST
 AW0134'SOUTHERNLY ONE OF THREE CONCRETE FOOTINGS OF AN ABANDONED WATER TANK,
 AW0134'ABOUT 0.4 FOOT BELOW THE LEVEL OF THE GROUND.
 AW0134
 AW0134                          STATION RECOVERY (1976)
 AW0134
 AW0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0134'RECOVERED IN GOOD CONDITION.
 AW0134
 AW0134                          STATION RECOVERY (1976)
 AW0134
 AW0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0134'RECOVERED IN GOOD CONDITION.
 AW0134
 AW0134                          STATION RECOVERY (1987)
 AW0134
 AW0134'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0134'RECOVERED IN GOOD CONDITION.
 AW0134
 AW0134                          STATION RECOVERY (1987)
 AW0134
 AW0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0134'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN KATY, ONE
 AW0134'BLOCK EAST OF THE JUNCTION OF US HIGHWAY 90 AND PIN OAK ROAD SOUTH,
 AW0134'SET VERTICALLY IN THE EAST FACE OF A 16- BY 1-FOOT CONCRETE FOUNDATION
 AW0134'OF AN ABANDONED RAILROAD WATER TANK, 25.3 METERS (83.0 FT) NORTH OF
 AW0134'THE CENTERLINE OF US HIGHWAY 90 WESTBOUND, 3.7 METERS (12.0 FT) EAST
 AW0134'OF THE EXTENDED CENTERLINE OF THOMAS STREET SOUTH, 8.2 METERS (27.0
 AW0134'FT) SOUTH OF THE SOUTH RAIL OF THE SOUTHERNMOST SET OF MAIN TRACKS OF
 AW0134'THE MISSOURI-KANSAS-TEXAS RAILWAY, 6.5 METERS (21.3 FT) NORTH OF THE
 AW0134'NORTH RAIL OF A SPUR TRACK, 4.1 METERS (13.3 FT) WEST OF THE SOUTHWEST
 AW0134'CORNER OF A 20 BY 20 FT CONCRETE BUILDING FOUNDATION.
 AW0134'THE MARK IS 0.06 METERS  W FROM  A WITNESS POST
 AW0134'THE MARK IS 0.15 M BELOW THE GROUND.
 AW0134
 AW0134                          STATION RECOVERY (1990)
 AW0134
 AW0134'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0134'RECOVERED IN GOOD CONDITION.
 AW0134
 AW0134                          STATION RECOVERY (1995)
 AW0134
 AW0134'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0134'RECOVERED AS DESCRIBED.
 AW0134
 AW0134                          STATION RECOVERY (2004)
 AW0134
 AW0134'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AW0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7506 ***********************************************************************
 AB7506  HT_MOD      -  This is a Height Modernization Survey Station.
 AB7506  DESIGNATION -  Y 7 OFFSET
 AB7506  PID         -  AB7506
 AB7506  STATE/COUNTY-  TX/HARRIS
 AB7506  USGS QUAD   -  KATY (1980)
 AB7506
 AB7506                         *CURRENT SURVEY CONTROL
 AB7506  ___________________________________________________________________
 AB7506* NAD 83(1993)-  29 47 09.45642(N)    095 49 11.27607(W)     ADJUSTED  
 AB7506* NAVD 88     -        43.03   (meters)     141.2    (feet)  GPS OBS   
 AB7506  ___________________________________________________________________
 AB7506  X           -    -561,766.067 (meters)                     COMP
 AB7506  Y           -  -5,511,539.848 (meters)                     COMP
 AB7506  Z           -   3,149,811.658 (meters)                     COMP
 AB7506  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AB7506  ELLIP HEIGHT-          15.60  (meters)          (12/03/01) GPS OBS
 AB7506  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AB7506
 AB7506  HORZ ORDER  -  FIRST
 AB7506  ELLP ORDER  -  FOURTH    CLASS II
 AB7506
 AB7506.The horizontal coordinates were established by GPS observations
 AB7506.and adjusted by the National Geodetic Survey in December 2001..
 AB7506
 AB7506.The orthometric height was determined by GPS observations and a
 AB7506.high-resolution geoid model using precise GPS observation and
 AB7506.processing techniques.
 AB7506
 AB7506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7506
 AB7506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7506
 AB7506.The ellipsoidal height was determined by GPS observations
 AB7506.and is referenced to NAD 83.
 AB7506
 AB7506.The geoid height was determined by GEOID03.
 AB7506
 AB7506;                    North         East     Units Scale Factor Converg.
 AB7506;SPC TXSC     - 4,220,584.864   907,431.663   MT  0.99989413   +1 33 28.9
 AB7506;SPC TXSC     -13,847,035.51  2,977,132.05   sFT  0.99989413   +1 33 28.9
 AB7506;UTM  15      - 3,298,402.363   227,399.062   MT  1.00051697   -1 24 05.9
 AB7506
 AB7506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7506!SPC TXSC     -   0.99999755  x   0.99989413  =   0.99989168
 AB7506!UTM  15      -   0.99999755  x   1.00051697  =   1.00051452
 AB7506
 AB7506|---------------------------------------------------------------------|
 AB7506| PID    Reference Object                     Distance      Geod. Az  |
 AB7506|                                                           dddmmss.s |
 AB7506| AW5414 HGCSD 24                            130.172 METERS 10853     |
 AB7506|---------------------------------------------------------------------|
 AB7506
 AB7506                          SUPERSEDED SURVEY CONTROL
 AB7506
 AB7506  ELLIP H (10/25/00)   15.68   (m)                       GP(       ) 4 1
 AB7506  NAD 83(1993)-  29 47 09.45679(N)    095 49 11.27412(W) AD(       ) 1
 AB7506  ELLIP H (10/17/96)   15.80   (m)                       GP(       ) 3 1
 AB7506
 AB7506.Superseded values are not recommended for survey control.
 AB7506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7506.See file dsdata.txt to determine how the superseded data were derived.
 AB7506
 AB7506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2739998402(NAD 83)
 AB7506_MARKER: Z = SEE DESCRIPTION
 AB7506_SETTING: 0 = UNSPECIFIED SETTING
 AB7506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7506+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7506
 AB7506  HISTORY     - Date     Condition        Report By
 AB7506  HISTORY     - 1995     MONUMENTED       HGCSD
 AB7506
 AB7506                          STATION DESCRIPTION
 AB7506
 AB7506'DESCRIBED BY HARRIS-GALV CO DIST 1995
 AB7506'NO DESCRIPTION SUBMITTED FOR THIS POINT.  SEE DESCRIPTION FOR Y 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0016 ***********************************************************************
 DQ0016  DESIGNATION -  Y 70
 DQ0016  PID         -  DQ0016
 DQ0016  STATE/COUNTY-  TX/LUBBOCK
 DQ0016  USGS QUAD   -  WOLFFORTH NE (1985)
 DQ0016
 DQ0016                         *CURRENT SURVEY CONTROL
 DQ0016  ___________________________________________________________________
 DQ0016* NAD 83(1986)-  33 41 40.     (N)    102 00 14.     (W)     SCALED    
 DQ0016* NAVD 88     -      1003.525  (meters)    3292.40   (feet)  ADJUSTED  
 DQ0016  ___________________________________________________________________
 DQ0016  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 DQ0016  DYNAMIC HT  -        1002.223 (meters)    3288.13  (feet)  COMP
 DQ0016  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 DQ0016
 DQ0016  VERT ORDER  -  FIRST     CLASS II
 DQ0016
 DQ0016.The horizontal coordinates were scaled from a topographic map and have
 DQ0016.an estimated accuracy of +/- 6 seconds.
 DQ0016
 DQ0016.The orthometric height was determined by differential leveling
 DQ0016.and adjusted by the National Geodetic Survey in June 1991..
 DQ0016
 DQ0016.The geoid height was determined by GEOID03.
 DQ0016
 DQ0016.The dynamic height is computed by dividing the NAVD 88
 DQ0016.geopotential number by the normal gravity value computed on the
 DQ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0016.degrees latitude (g = 980.6199 gals.).
 DQ0016
 DQ0016.The modeled gravity was interpolated from observed gravity values.
 DQ0016
 DQ0016;                    North         East    Units  Estimated Accuracy
 DQ0016;SPC TXNC     - 2,230,280.      275,220.      MT  (+/- 180 meters Scaled)
 DQ0016
 DQ0016                          SUPERSEDED SURVEY CONTROL
 DQ0016
 DQ0016  NGVD 29 (??/??/92) 1003.104  (m)         3291.02   (f) ADJ UNCH    1 2
 DQ0016
 DQ0016.Superseded values are not recommended for survey control.
 DQ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0016.See file dsdata.txt to determine how the superseded data were derived.
 DQ0016
 DQ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT777323(NAD 83)
 DQ0016_MARKER: DB = BENCH MARK DISK
 DQ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0016_STAMPING: 3291.017 Y 70 1930
 DQ0016_MARK LOGO: CGS   
 DQ0016_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0016+STABILITY: SURFACE MOTION
 DQ0016
 DQ0016  HISTORY     - Date     Condition        Report By
 DQ0016  HISTORY     - 1930     MONUMENTED       CGS
 DQ0016  HISTORY     - 1956     GOOD             NGS
 DQ0016  HISTORY     - 1982     GOOD             NGS
 DQ0016
 DQ0016                          STATION DESCRIPTION
 DQ0016
 DQ0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0016'1.5 MI NW FROM SHALLOWATER.
 DQ0016'1/2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DQ0016'SHALLOWATER, LUBBOCK COUNTY, ABOUT 0.3 MILE NORTH OF MILEPOST 78, AT
 DQ0016'THE CHANGE IN WIDTH OF THE RAILROAD RIGHT-OF-WAY TO 100 FEET, 80 FEET
 DQ0016'EAST OF SWITCHPOINT, 520 FEET NORTHWEST ALONG TRACK FROM X-ING, 55
 DQ0016'FEET SOUTHWEST (PERP.) TO TRACK, AND SET IN THE TOP OF A CONCRETE
 DQ0016'POST, FLUSH WITH GROUND.
 DQ0016
 DQ0016                          STATION RECOVERY (1982)
 DQ0016
 DQ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0016'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.9 KM (9.9
 DQ0016'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 DQ0016'STATION IN LUBBOCK, THENCE 4.1 KM (2.55 MI) NORTHWESTERLY ALONG U.S.
 DQ0016'HIGHWAY 84, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG FARM ROAD 1294, 0.5
 DQ0016'KM (0.3 MI) NORTHWEST OF RAILROAD MILEPOST 78, 158.5 METERS (520.0 FT)
 DQ0016'NORTHWEST OF THE CENTERLINE OF THE ROAD, 32.3 METERS (106.0 FT)
 DQ0016'NORTHEAST OF THE CENTERLINE OF LOOP 388, 26.1 METERS (85.6 FT)
 DQ0016'SOUTHEAST OF UTILITY POLE NUMBER 11300-20 AND 16.9 METERS (55.4 FT)
 DQ0016'SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD.
 DQ0016'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DQ0016'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0188 ***********************************************************************
 BO0188  DESIGNATION -  Y 701
 BO0188  PID         -  BO0188
 BO0188  STATE/COUNTY-  TX/CROCKETT
 BO0188  USGS QUAD   -  MITCHELL CANYON (1967)
 BO0188
 BO0188                         *CURRENT SURVEY CONTROL
 BO0188  ___________________________________________________________________
 BO0188* NAD 83(1986)-  30 30 08.     (N)    101 23 04.     (W)     SCALED    
 BO0188* NAVD 88     -       661.473  (meters)    2170.18   (feet)  ADJUSTED  
 BO0188  ___________________________________________________________________
 BO0188  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 BO0188  DYNAMIC HT  -         660.490 (meters)    2166.96  (feet)  COMP
 BO0188  MODELED GRAV-     979,134.0   (mgal)                       NAVD 88
 BO0188
 BO0188  VERT ORDER  -  FIRST     CLASS II
 BO0188
 BO0188.The horizontal coordinates were scaled from a topographic map and have
 BO0188.an estimated accuracy of +/- 6 seconds.
 BO0188
 BO0188.The orthometric height was determined by differential leveling
 BO0188.and adjusted by the National Geodetic Survey in June 1991..
 BO0188
 BO0188.The geoid height was determined by GEOID03.
 BO0188
 BO0188.The dynamic height is computed by dividing the NAVD 88
 BO0188.geopotential number by the normal gravity value computed on the
 BO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0188.degrees latitude (g = 980.6199 gals.).
 BO0188
 BO0188.The modeled gravity was interpolated from observed gravity values.
 BO0188
 BO0188;                    North         East    Units  Estimated Accuracy
 BO0188;SPC TX C     - 3,093,100.      599,110.      MT  (+/- 180 meters Scaled)
 BO0188
 BO0188                          SUPERSEDED SURVEY CONTROL
 BO0188
 BO0188  NGVD 29 (??/??/92)  661.277  (m)         2169.54   (f) ADJ UNCH    1 2
 BO0188
 BO0188.Superseded values are not recommended for survey control.
 BO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0188.See file dsdata.txt to determine how the superseded data were derived.
 BO0188
 BO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU711768(NAD 83)
 BO0188_MARKER: DB = BENCH MARK DISK
 BO0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0188_STAMPING: Y 701 1942
 BO0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0188+STABILITY: SURFACE MOTION
 BO0188
 BO0188  HISTORY     - Date     Condition        Report By
 BO0188  HISTORY     - 1942     MONUMENTED       CGS
 BO0188
 BO0188                          STATION DESCRIPTION
 BO0188
 BO0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0188'21.8 MI S FROM OZONA.
 BO0188'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0188'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0188'ABOUT 17.2 MILES SOUTH ALONG A DIRT ROAD, 36.0 FEET NORTHWEST OF THE
 BO0188'CENTER LINE OF THE DIRT ROAD, 1.5 FEET SOUTHEAST OF A WIRE FENCE, 82.2
 BO0188'FEET SOUTHWEST OF A TELEPHONE POLE, 119.0 FEET NORTHEAST OF A SECOND
 BO0188'TELEPHONE POLE AND ABOUT IN LINE WITH THE POLES, ABOUT LEVEL WITH THE
 BO0188'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0288 ***********************************************************************
 BO0288  DESIGNATION -  Y 702
 BO0288  PID         -  BO0288
 BO0288  STATE/COUNTY-  TX/VAL VERDE
 BO0288  USGS QUAD   -  PANDALE (1970)
 BO0288
 BO0288                         *CURRENT SURVEY CONTROL
 BO0288  ___________________________________________________________________
 BO0288* NAD 83(1986)-  30 14 03.     (N)    101 33 48.     (W)     SCALED    
 BO0288* NAVD 88     -       525.043  (meters)    1722.58   (feet)  ADJUSTED  
 BO0288  ___________________________________________________________________
 BO0288  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 BO0288  DYNAMIC HT  -         524.264 (meters)    1720.02  (feet)  COMP
 BO0288  MODELED GRAV-     979,143.7   (mgal)                       NAVD 88
 BO0288
 BO0288  VERT ORDER  -  FIRST     CLASS II
 BO0288
 BO0288.The horizontal coordinates were scaled from a topographic map and have
 BO0288.an estimated accuracy of +/- 6 seconds.
 BO0288
 BO0288.The orthometric height was determined by differential leveling
 BO0288.and adjusted by the National Geodetic Survey in June 1991..
 BO0288
 BO0288.The geoid height was determined by GEOID03.
 BO0288
 BO0288.The dynamic height is computed by dividing the NAVD 88
 BO0288.geopotential number by the normal gravity value computed on the
 BO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0288.degrees latitude (g = 980.6199 gals.).
 BO0288
 BO0288.The modeled gravity was interpolated from observed gravity values.
 BO0288
 BO0288;                    North         East    Units  Estimated Accuracy
 BO0288;SPC TXSC     - 4,268,790.      353,280.      MT  (+/- 180 meters Scaled)
 BO0288
 BO0288                          SUPERSEDED SURVEY CONTROL
 BO0288
 BO0288  NGVD 29 (??/??/92)  524.898  (m)         1722.10   (f) ADJ UNCH    1 2
 BO0288
 BO0288.Superseded values are not recommended for survey control.
 BO0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0288.See file dsdata.txt to determine how the superseded data were derived.
 BO0288
 BO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU533475(NAD 83)
 BO0288_MARKER: DB = BENCH MARK DISK
 BO0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0288_STAMPING: Y 702 1942
 BO0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0288+STABILITY: SURFACE MOTION
 BO0288
 BO0288  HISTORY     - Date     Condition        Report By
 BO0288  HISTORY     - 1942     MONUMENTED       CGS
 BO0288  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0288
 BO0288                          STATION DESCRIPTION
 BO0288
 BO0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0288'3.3 MI N FROM PANDALE.
 BO0288'THIS MARK IS ABOUT 3.3 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0288'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 18.2 FEET WEST OF THE CENTER
 BO0288'LINE OF THE DIRT ROAD, 1.0 FOOT EAST OF A WIRE FENCE WHICH RUNS
 BO0288'PARALLEL WITH THE ROAD.  72.0 FEET NORTH OF THE CENTER OF A WOODEN
 BO0288'GATE, ABOUT LEVEL WITH THE ROAD.
 BO0288
 BO0288                          STATION RECOVERY (1970)
 BO0288
 BO0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0301 ***********************************************************************
 AZ0301  DESIGNATION -  Y 703
 AZ0301  PID         -  AZ0301
 AZ0301  STATE/COUNTY-  TX/VAL VERDE
 AZ0301  USGS QUAD   -  HARKELL CANYON (1973)
 AZ0301
 AZ0301                         *CURRENT SURVEY CONTROL
 AZ0301  ___________________________________________________________________
 AZ0301* NAD 83(1986)-  29 56 47.     (N)    101 35 28.     (W)     SCALED    
 AZ0301* NAVD 88     -       502.884  (meters)    1649.88   (feet)  ADJUSTED  
 AZ0301  ___________________________________________________________________
 AZ0301  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AZ0301  DYNAMIC HT  -         502.142 (meters)    1647.44  (feet)  COMP
 AZ0301  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 AZ0301
 AZ0301  VERT ORDER  -  FIRST     CLASS II
 AZ0301
 AZ0301.The horizontal coordinates were scaled from a topographic map and have
 AZ0301.an estimated accuracy of +/- 6 seconds.
 AZ0301
 AZ0301.The orthometric height was determined by differential leveling
 AZ0301.and adjusted by the National Geodetic Survey in June 1991..
 AZ0301
 AZ0301.The geoid height was determined by GEOID03.
 AZ0301
 AZ0301.The dynamic height is computed by dividing the NAVD 88
 AZ0301.geopotential number by the normal gravity value computed on the
 AZ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0301.degrees latitude (g = 980.6199 gals.).
 AZ0301
 AZ0301.The modeled gravity was interpolated from observed gravity values.
 AZ0301
 AZ0301;                    North         East    Units  Estimated Accuracy
 AZ0301;SPC TXSC     - 4,236,960.      349,900.      MT  (+/- 180 meters Scaled)
 AZ0301
 AZ0301                          SUPERSEDED SURVEY CONTROL
 AZ0301
 AZ0301  NGVD 29 (??/??/92)  502.751  (m)         1649.44   (f) ADJ UNCH    1 2
 AZ0301
 AZ0301.Superseded values are not recommended for survey control.
 AZ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0301.See file dsdata.txt to determine how the superseded data were derived.
 AZ0301
 AZ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU499156(NAD 83)
 AZ0301_MARKER: DB = BENCH MARK DISK
 AZ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0301_STAMPING: Y 703 1942
 AZ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0301+STABILITY: SURFACE MOTION
 AZ0301
 AZ0301  HISTORY     - Date     Condition        Report By
 AZ0301  HISTORY     - 1942     MONUMENTED       CGS
 AZ0301  HISTORY     - 1973     MARK NOT FOUND   USGS
 AZ0301  HISTORY     - 20010607 MARK NOT FOUND   USPSQD
 AZ0301
 AZ0301                          STATION DESCRIPTION
 AZ0301
 AZ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AZ0301'10.7 MI NW FROM LANGTRY.
 AZ0301'THIS MARK IS ABOUT 10.7 MILES NORTHWEST ALONG A DIRT ROAD FROM THE
 AZ0301'SOUTHERN PACIFIC RAILROAD STATION AT LANGTRY, VAL VERDE COUNTY, 26.3
 AZ0301'FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 1.0 FOOT NORTHEAST
 AZ0301'OF A WIRE FENCE WHICH RUNS PARALLEL WITH THE ROAD, 62.2 FEET NORTH OF
 AZ0301'A SMALL CEDAR TREE, 39.9 FEET EAST OF A SECOND SMALL CEDAR TREE, ABOUT
 AZ0301'3-INCHES HIGHER THAN THE ROAD.
 AZ0301
 AZ0301                          STATION RECOVERY (1973)
 AZ0301
 AZ0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AZ0301'MARK NOT FOUND.
 AZ0301
 AZ0301                          STATION RECOVERY (2001)
 AZ0301
 AZ0301'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0301'REPORTED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0500 ***********************************************************************
 CD0500  DESIGNATION -  Y 704
 CD0500  PID         -  CD0500
 CD0500  STATE/COUNTY-  TX/HUDSPETH
 CD0500  USGS QUAD   -  PIERCE RANCH (1979)
 CD0500
 CD0500                         *CURRENT SURVEY CONTROL
 CD0500  ___________________________________________________________________
 CD0500* NAD 83(1986)-  31 18 45.     (N)    105 19 59.     (W)     SCALED    
 CD0500* NAVD 88     -      1432.579  (meters)    4700.05   (feet)  ADJUSTED  
 CD0500  ___________________________________________________________________
 CD0500  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0500  DYNAMIC HT  -        1430.309 (meters)    4692.61  (feet)  COMP
 CD0500  MODELED GRAV-     979,005.7   (mgal)                       NAVD 88
 CD0500
 CD0500  VERT ORDER  -  FIRST     CLASS II
 CD0500
 CD0500.The horizontal coordinates were scaled from a topographic map and have
 CD0500.an estimated accuracy of +/- 6 seconds.
 CD0500
 CD0500.The orthometric height was determined by differential leveling
 CD0500.and adjusted by the National Geodetic Survey in June 1991..
 CD0500
 CD0500.The geoid height was determined by GEOID03.
 CD0500
 CD0500.The dynamic height is computed by dividing the NAVD 88
 CD0500.geopotential number by the normal gravity value computed on the
 CD0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0500.degrees latitude (g = 980.6199 gals.).
 CD0500
 CD0500.The modeled gravity was interpolated from observed gravity values.
 CD0500
 CD0500;                    North         East    Units  Estimated Accuracy
 CD0500;SPC TX C     - 3,193,140.      224,280.      MT  (+/- 180 meters Scaled)
 CD0500
 CD0500                          SUPERSEDED SURVEY CONTROL
 CD0500
 CD0500  NGVD 29 (??/??/92) 1431.982  (m)         4698.09   (f) ADJ UNCH    1 2
 CD0500
 CD0500.Superseded values are not recommended for survey control.
 CD0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0500.See file dsdata.txt to determine how the superseded data were derived.
 CD0500
 CD0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ683642(NAD 83)
 CD0500_MARKER: DB = BENCH MARK DISK
 CD0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0500_STAMPING: Y 704 1942
 CD0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0500+STABILITY: SURFACE MOTION
 CD0500
 CD0500  HISTORY     - Date     Condition        Report By
 CD0500  HISTORY     - 1942     MONUMENTED       CGS
 CD0500  HISTORY     - 1958     GOOD             NGS
 CD0500
 CD0500                          STATION DESCRIPTION
 CD0500
 CD0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0500'10.7 MI N FROM SIERRA BLANCA.
 CD0500'ABOUT 10.7 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0500'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 27 FEET EAST OF THE CENTER
 CD0500'LINE OF THE ROAD, ABOUT 0.45 MILE NORTH OF THE CREST OF A HILL, 24
 CD0500'FEET WEST OF A FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CD0500'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 CD0500'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0451 ***********************************************************************
 CD0451  DESIGNATION -  Y 705
 CD0451  PID         -  CD0451
 CD0451  STATE/COUNTY-  TX/HUDSPETH
 CD0451  USGS QUAD   -  HUECO STATION (1984)
 CD0451
 CD0451                         *CURRENT SURVEY CONTROL
 CD0451  ___________________________________________________________________
 CD0451* NAD 83(1986)-  31 39 58.     (N)    105 22 12.     (W)     SCALED    
 CD0451* NAVD 88     -      1292.975  (meters)    4242.04   (feet)  ADJUSTED  
 CD0451  ___________________________________________________________________
 CD0451  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0451  DYNAMIC HT  -        1291.011 (meters)    4235.59  (feet)  COMP
 CD0451  MODELED GRAV-     979,075.4   (mgal)                       NAVD 88
 CD0451
 CD0451  VERT ORDER  -  FIRST     CLASS II
 CD0451
 CD0451.The horizontal coordinates were scaled from a topographic map and have
 CD0451.an estimated accuracy of +/- 6 seconds.
 CD0451
 CD0451.The orthometric height was determined by differential leveling
 CD0451.and adjusted by the National Geodetic Survey in June 1991..
 CD0451
 CD0451.The geoid height was determined by GEOID03.
 CD0451
 CD0451.The dynamic height is computed by dividing the NAVD 88
 CD0451.geopotential number by the normal gravity value computed on the
 CD0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0451.degrees latitude (g = 980.6199 gals.).
 CD0451
 CD0451.The modeled gravity was interpolated from observed gravity values.
 CD0451
 CD0451;                    North         East    Units  Estimated Accuracy
 CD0451;SPC TX C     - 3,232,470.      222,540.      MT  (+/- 180 meters Scaled)
 CD0451
 CD0451                          SUPERSEDED SURVEY CONTROL
 CD0451
 CD0451  NGVD 29 (??/??/92) 1292.421  (m)         4240.22   (f) ADJ UNCH    1 2
 CD0451
 CD0451.Superseded values are not recommended for survey control.
 CD0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0451.See file dsdata.txt to determine how the superseded data were derived.
 CD0451
 CD0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR649034(NAD 83)
 CD0451_MARKER: DB = BENCH MARK DISK
 CD0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0451_STAMPING: Y 705 1942
 CD0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0451+STABILITY: SURFACE MOTION
 CD0451
 CD0451  HISTORY     - Date     Condition        Report By
 CD0451  HISTORY     - 1942     MONUMENTED       CGS
 CD0451  HISTORY     - 1958     GOOD             NGS
 CD0451
 CD0451                          STATION DESCRIPTION
 CD0451
 CD0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0451'35.9 MI N FROM SIERRA BLANCA.
 CD0451'ABOUT 35.9 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0451'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 128 FEET WEST OF THE CENTER
 CD0451'LINE OF THE ROAD, 24 FEET WEST OF THE CENTER LINE OF THE OLD ROAD, ON
 CD0451'THE NORTH SLOPE OF A HILL, 164 FEET NORTH OF A POWER POLE, 2 FEET EAST
 CD0451'OF A FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CD0451'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0396 ***********************************************************************
 BP0396  DESIGNATION -  Y 706
 BP0396  PID         -  BP0396
 BP0396  STATE/COUNTY-  TX/BREWSTER
 BP0396  USGS QUAD   -  MOUNT ORD (1983)
 BP0396
 BP0396                         *CURRENT SURVEY CONTROL
 BP0396  ___________________________________________________________________
 BP0396* NAD 83(1986)-  30 10 30.     (N)    103 35 07.     (W)     SCALED    
 BP0396* NAVD 88     -      1513.626  (meters)    4965.95   (feet)  ADJUSTED  
 BP0396  ___________________________________________________________________
 BP0396  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 BP0396  DYNAMIC HT  -        1511.104 (meters)    4957.68  (feet)  COMP
 BP0396  MODELED GRAV-     978,921.3   (mgal)                       NAVD 88
 BP0396
 BP0396  VERT ORDER  -  SECOND    CLASS 0
 BP0396
 BP0396.The horizontal coordinates were scaled from a topographic map and have
 BP0396.an estimated accuracy of +/- 6 seconds.
 BP0396
 BP0396.The orthometric height was determined by differential leveling
 BP0396.and adjusted by the National Geodetic Survey in June 1991..
 BP0396
 BP0396.The geoid height was determined by GEOID03.
 BP0396
 BP0396.The dynamic height is computed by dividing the NAVD 88
 BP0396.geopotential number by the normal gravity value computed on the
 BP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0396.degrees latitude (g = 980.6199 gals.).
 BP0396
 BP0396.The modeled gravity was interpolated from observed gravity values.
 BP0396
 BP0396;                    North         East    Units  Estimated Accuracy
 BP0396;SPC TXSC     - 4,268,180.      158,490.      MT  (+/- 180 meters Scaled)
 BP0396
 BP0396                          SUPERSEDED SURVEY CONTROL
 BP0396
 BP0396  NGVD 29 (??/??/92) 1513.102  (m)         4964.24   (f) ADJ UNCH    2 0
 BP0396
 BP0396.Superseded values are not recommended for survey control.
 BP0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0396.See file dsdata.txt to determine how the superseded data were derived.
 BP0396
 BP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP362390(NAD 83)
 BP0396_MARKER: DB = BENCH MARK DISK
 BP0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0396_STAMPING: Y 706 1943
 BP0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0396+STABILITY: SURFACE MOTION
 BP0396
 BP0396  HISTORY     - Date     Condition        Report By
 BP0396  HISTORY     - 1943     MONUMENTED       CGS
 BP0396  HISTORY     - 1958     GOOD             NGS
 BP0396  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0396
 BP0396                          STATION DESCRIPTION
 BP0396
 BP0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0396'16.05 MI S FROM ALPINE.
 BP0396'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0396'STATION AT ALPINE, THENCE ABOUT 15.65 MILES SOUTH ALONG STATE HIGHWAY
 BP0396'118.  24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE
 BP0396'NORTH OF THE JUNCTION WITH A PRIVATE ROAD LEADING WEST TO THE WOODWARD
 BP0396'RANCH, 89 FEET EAST OF THE WEST HIGHWAY RIGHT OF WAY FENCE, 24 FEET
 BP0396'EAST OF THE EAST EDGE OF A DITCH, 2 FEET NORTH OF A WHITE WOODEN
 BP0396'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 BP0396'CONCRETE POST PROJECTING 7 INCHES.
 BP0396
 BP0396                          STATION RECOVERY (1996)
 BP0396
 BP0396'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0248 ***********************************************************************
 BA0248  DESIGNATION -  Y 708
 BA0248  PID         -  BA0248
 BA0248  STATE/COUNTY-  TX/BREWSTER
 BA0248  USGS QUAD   -  HEN EGG MOUNTAIN (1971)
 BA0248
 BA0248                         *CURRENT SURVEY CONTROL
 BA0248  ___________________________________________________________________
 BA0248* NAD 83(1986)-  29 29 45.     (N)    103 32 03.     (W)     SCALED    
 BA0248* NAVD 88     -      1041.987  (meters)    3418.59   (feet)  ADJUSTED  
 BA0248  ___________________________________________________________________
 BA0248  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0248  DYNAMIC HT  -        1040.278 (meters)    3412.98  (feet)  COMP
 BA0248  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 BA0248
 BA0248  VERT ORDER  -  SECOND    CLASS 0
 BA0248
 BA0248.The horizontal coordinates were scaled from a topographic map and have
 BA0248.an estimated accuracy of +/- 6 seconds.
 BA0248
 BA0248.The orthometric height was determined by differential leveling
 BA0248.and adjusted by the National Geodetic Survey in June 1991..
 BA0248
 BA0248.The geoid height was determined by GEOID03.
 BA0248
 BA0248.The dynamic height is computed by dividing the NAVD 88
 BA0248.geopotential number by the normal gravity value computed on the
 BA0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0248.degrees latitude (g = 980.6199 gals.).
 BA0248
 BA0248.The modeled gravity was interpolated from observed gravity values.
 BA0248
 BA0248;                    North         East    Units  Estimated Accuracy
 BA0248;SPC TXSC     - 4,192,770.      160,490.      MT  (+/- 180 meters Scaled)
 BA0248
 BA0248                          SUPERSEDED SURVEY CONTROL
 BA0248
 BA0248  NGVD 29 (??/??/92) 1041.516  (m)         3417.04   (f) ADJ UNCH    2 0
 BA0248
 BA0248.Superseded values are not recommended for survey control.
 BA0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0248.See file dsdata.txt to determine how the superseded data were derived.
 BA0248
 BA0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN420638(NAD 83)
 BA0248_MARKER: DB = BENCH MARK DISK
 BA0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0248_STAMPING: Y 708 1943
 BA0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0248+STABILITY: SURFACE MOTION
 BA0248
 BA0248  HISTORY     - Date     Condition        Report By
 BA0248  HISTORY     - 1943     MONUMENTED       CGS
 BA0248  HISTORY     - 1958     GOOD             NGS
 BA0248  HISTORY     - 20010331 GOOD             NGS
 BA0248
 BA0248                          STATION DESCRIPTION
 BA0248
 BA0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0248'16.85 MI N FROM TERLINGUA.
 BA0248'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0248'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0248'THENCE ABOUT 1.45 MILE NORTH ALONG STATE HIGHWAY 118.  191 FEET
 BA0248'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, NORTHEAST AND ACROSS THE
 BA0248'HIGHWAY FROM THE JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, 132 FEET
 BA0248'NORTHEAST OF THE NORTHEAST HIGHWAY RIGHT OF WAY FENCE, 29 FEET
 BA0248'NORTHEAST OF THE CENTER LINE OF THE OLD ROAD, 2.0 FEET NORTHWEST OF A
 BA0248'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0248'PROJECTING 7 INCHES.
 BA0248
 BA0248                          STATION RECOVERY (2001)
 BA0248
 BA0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0248'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0319 ***********************************************************************
 BP0319  DESIGNATION -  Y 709
 BP0319  PID         -  BP0319
 BP0319  STATE/COUNTY-  TX/BREWSTER
 BP0319  USGS QUAD   -  SIMPSON SPRINGS MOUNTAIN (1983)
 BP0319
 BP0319                         *CURRENT SURVEY CONTROL
 BP0319  ___________________________________________________________________
 BP0319* NAD 83(1986)-  30 03 49.     (N)    103 15 54.     (W)     SCALED    
 BP0319* NAVD 88     -      1166.778  (meters)    3828.00   (feet)  ADJUSTED  
 BP0319  ___________________________________________________________________
 BP0319  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BP0319  DYNAMIC HT  -        1164.885 (meters)    3821.79  (feet)  COMP
 BP0319  MODELED GRAV-     978,979.0   (mgal)                       NAVD 88
 BP0319
 BP0319  VERT ORDER  -  SECOND    CLASS 0
 BP0319
 BP0319.The horizontal coordinates were scaled from a topographic map and have
 BP0319.an estimated accuracy of +/- 6 seconds.
 BP0319
 BP0319.The orthometric height was determined by differential leveling
 BP0319.and adjusted by the National Geodetic Survey in June 1991..
 BP0319
 BP0319.The geoid height was determined by GEOID03.
 BP0319
 BP0319.The dynamic height is computed by dividing the NAVD 88
 BP0319.geopotential number by the normal gravity value computed on the
 BP0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0319.degrees latitude (g = 980.6199 gals.).
 BP0319
 BP0319.The modeled gravity was interpolated from observed gravity values.
 BP0319
 BP0319;                    North         East    Units  Estimated Accuracy
 BP0319;SPC TXSC     - 4,254,680.      188,860.      MT  (+/- 180 meters Scaled)
 BP0319
 BP0319                          SUPERSEDED SURVEY CONTROL
 BP0319
 BP0319  NGVD 29 (??/??/92) 1166.376  (m)         3826.69   (f) ADJ UNCH    2 0
 BP0319
 BP0319.Superseded values are not recommended for survey control.
 BP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0319.See file dsdata.txt to determine how the superseded data were derived.
 BP0319
 BP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP672271(NAD 83)
 BP0319_MARKER: DB = BENCH MARK DISK
 BP0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0319_STAMPING: Y 709 1943
 BP0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0319+STABILITY: SURFACE MOTION
 BP0319
 BP0319  HISTORY     - Date     Condition        Report By
 BP0319  HISTORY     - 1943     MONUMENTED       CGS
 BP0319  HISTORY     - 1966     GOOD             NGS
 BP0319  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0319
 BP0319                          STATION DESCRIPTION
 BP0319
 BP0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0319'10.35 MI S FROM MARATHON.
 BP0319'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0319'THE STATION AT MARATHON, THENCE 8.85 MILES SOUTH ALONG U. S. HIGHWAY
 BP0319'385, THENCE 1.05 MILES SOUTHEAST ALONG THE OLD ROAD GRADE, 38 FEET
 BP0319'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 0.55 MILES SOUTHEAST OF A
 BP0319'STOCK PEN AND FENCE ACROSS THE ROAD, 0.5 MILES NORTHWEST OF THE CREST
 BP0319'OF A HILL, 0.6 MILES NORTHWEST OF A LONE TREE ON THE SOUTHWEST SIDE OF
 BP0319'THE ROAD, 1 1/2 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A WHITE
 BP0319'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BP0319'INCHES.
 BP0319
 BP0319                          STATION RECOVERY (2001)
 BP0319
 BP0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0319'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0332 ***********************************************************************
 CB0332  DESIGNATION -  Y 710
 CB0332  PID         -  CB0332
 CB0332  STATE/COUNTY-  TX/GLASSCOCK
 CB0332  USGS QUAD   -  GARDEN CITY (1963)
 CB0332
 CB0332                         *CURRENT SURVEY CONTROL
 CB0332  ___________________________________________________________________
 CB0332* NAD 83(1986)-  31 51 17.     (N)    101 25 11.     (W)     SCALED    
 CB0332* NAVD 88     -       821.083  (meters)    2693.84   (feet)  ADJUSTED  
 CB0332  ___________________________________________________________________
 CB0332  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CB0332  DYNAMIC HT  -         819.945 (meters)    2690.10  (feet)  COMP
 CB0332  MODELED GRAV-     979,226.2   (mgal)                       NAVD 88
 CB0332
 CB0332  VERT ORDER  -  SECOND    CLASS 0
 CB0332
 CB0332.The horizontal coordinates were scaled from a topographic map and have
 CB0332.an estimated accuracy of +/- 6 seconds.
 CB0332
 CB0332.The orthometric height was determined by differential leveling
 CB0332.and adjusted by the National Geodetic Survey in June 1991..
 CB0332
 CB0332.The geoid height was determined by GEOID03.
 CB0332
 CB0332.The dynamic height is computed by dividing the NAVD 88
 CB0332.geopotential number by the normal gravity value computed on the
 CB0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0332.degrees latitude (g = 980.6199 gals.).
 CB0332
 CB0332.The modeled gravity was interpolated from observed gravity values.
 CB0332
 CB0332;                    North         East    Units  Estimated Accuracy
 CB0332;SPC TX C     - 3,243,070.      597,190.      MT  (+/- 180 meters Scaled)
 CB0332
 CB0332                          SUPERSEDED SURVEY CONTROL
 CB0332
 CB0332  NGVD 29 (??/??/92)  820.808  (m)         2692.93   (f) ADJ UNCH    2 0
 CB0332
 CB0332.Superseded values are not recommended for survey control.
 CB0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0332.See file dsdata.txt to determine how the superseded data were derived.
 CB0332
 CB0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA710268(NAD 83)
 CB0332_MARKER: DB = BENCH MARK DISK
 CB0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0332_STAMPING: Y 710 1942
 CB0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0332+STABILITY: SURFACE MOTION
 CB0332
 CB0332  HISTORY     - Date     Condition        Report By
 CB0332  HISTORY     - 1942     MONUMENTED       CGS
 CB0332  HISTORY     - 1973     GOOD             TXHD
 CB0332
 CB0332                          STATION DESCRIPTION
 CB0332
 CB0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0332'3.8 MI E FROM GARDEN CITY.
 CB0332'3.8 MILES EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0332'GARDEN CITY, GLASSCOCK, 0.5 MILE EAST OF A WINDMILL ON THE NORTH SIDE
 CB0332'OF THE HIGHWAY, AT THE INTERSECTION OF THE HIGHWAY AND THE OLD
 CB0332'ROADBED, 62 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET WEST
 CB0332'OF THE POST AT THE NORTHEAST CORNER OF THE SOUTH RIGHT-OF-WAY FENCE, 1
 CB0332'FOOT NORTH OF THE FENCE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 CB0332'LEVEL WITH THE HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST
 CB0332'PROJECTING 8 INCHES ABOVE GROUND.
 CB0332
 CB0332                          STATION RECOVERY (1973)
 CB0332
 CB0332'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0295 ***********************************************************************
 CB0295  DESIGNATION -  Y 712
 CB0295  PID         -  CB0295
 CB0295  STATE/COUNTY-  TX/GLASSCOCK
 CB0295  USGS QUAD   -  GARDEN CITY (1963)
 CB0295
 CB0295                         *CURRENT SURVEY CONTROL
 CB0295  ___________________________________________________________________
 CB0295* NAD 83(1986)-  31 51 04.     (N)    101 29 06.     (W)     SCALED    
 CB0295* NAVD 88     -       792.454  (meters)    2599.91   (feet)  ADJUSTED  
 CB0295  ___________________________________________________________________
 CB0295  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CB0295  DYNAMIC HT  -         791.355 (meters)    2596.30  (feet)  COMP
 CB0295  MODELED GRAV-     979,225.6   (mgal)                       NAVD 88
 CB0295
 CB0295  VERT ORDER  -  SECOND    CLASS 0
 CB0295
 CB0295.The horizontal coordinates were scaled from a topographic map and have
 CB0295.an estimated accuracy of +/- 6 seconds.
 CB0295
 CB0295.The orthometric height was determined by differential leveling
 CB0295.and adjusted by the National Geodetic Survey in June 1991..
 CB0295
 CB0295.The geoid height was determined by GEOID03.
 CB0295
 CB0295.The dynamic height is computed by dividing the NAVD 88
 CB0295.geopotential number by the normal gravity value computed on the
 CB0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0295.degrees latitude (g = 980.6199 gals.).
 CB0295
 CB0295.The modeled gravity was interpolated from observed gravity values.
 CB0295
 CB0295;                    North         East    Units  Estimated Accuracy
 CB0295;SPC TX C     - 3,242,730.      591,000.      MT  (+/- 180 meters Scaled)
 CB0295
 CB0295                          SUPERSEDED SURVEY CONTROL
 CB0295
 CB0295  NGVD 29 (??/??/92)  792.176  (m)         2599.00   (f) ADJ UNCH    2 0
 CB0295
 CB0295.Superseded values are not recommended for survey control.
 CB0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0295.See file dsdata.txt to determine how the superseded data were derived.
 CB0295
 CB0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA648266(NAD 83)
 CB0295_MARKER: DB = BENCH MARK DISK
 CB0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0295_STAMPING: Y 712 1942
 CB0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0295+STABILITY: SURFACE MOTION
 CB0295
 CB0295  HISTORY     - Date     Condition        Report By
 CB0295  HISTORY     - 1942     MONUMENTED       CGS
 CB0295
 CB0295                          STATION DESCRIPTION
 CB0295
 CB0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0295'1.4 MI SW FROM GARDEN CITY.
 CB0295'1.4 MILES SOUTHWEST ALONG THE 1944 ROUTE OF THE BIG LAKE- GARDEN CITY
 CB0295'ROAD FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, 0.1 MILE
 CB0295'SOUTH OF A POWER-TRANSMISSION LINE, 30 FEET NORTH OF A T-FENCE CORNER
 CB0295'ON THE WEST SIDE OF THE ROAD, ACROSS THE ROAD FROM A WOODEN GATE
 CB0295'PAINTED J.M. COOK RANCH, 30 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CB0295'2-1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF
 CB0295'A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0436 ***********************************************************************
 CB0436  DESIGNATION -  Y 713
 CB0436  PID         -  CB0436
 CB0436  STATE/COUNTY-  TX/REAGAN
 CB0436  USGS QUAD   -  STILES (1970)
 CB0436
 CB0436                         *CURRENT SURVEY CONTROL
 CB0436  ___________________________________________________________________
 CB0436* NAD 83(1986)-  31 28 14.     (N)    101 33 34.     (W)     SCALED    
 CB0436* NAVD 88     -       812.008  (meters)    2664.06   (feet)  ADJUSTED  
 CB0436  ___________________________________________________________________
 CB0436  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0436  DYNAMIC HT  -         810.859 (meters)    2660.29  (feet)  COMP
 CB0436  MODELED GRAV-     979,197.8   (mgal)                       NAVD 88
 CB0436
 CB0436  VERT ORDER  -  SECOND    CLASS 0
 CB0436
 CB0436.The horizontal coordinates were scaled from a topographic map and have
 CB0436.an estimated accuracy of +/- 6 seconds.
 CB0436
 CB0436.The orthometric height was determined by differential leveling
 CB0436.and adjusted by the National Geodetic Survey in June 1991..
 CB0436
 CB0436.The geoid height was determined by GEOID03.
 CB0436
 CB0436.The dynamic height is computed by dividing the NAVD 88
 CB0436.geopotential number by the normal gravity value computed on the
 CB0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0436.degrees latitude (g = 980.6199 gals.).
 CB0436
 CB0436.The modeled gravity was interpolated from observed gravity values.
 CB0436
 CB0436;                    North         East    Units  Estimated Accuracy
 CB0436;SPC TX C     - 3,200,620.      583,490.      MT  (+/- 180 meters Scaled)
 CB0436
 CB0436                          SUPERSEDED SURVEY CONTROL
 CB0436
 CB0436  NGVD 29 (??/??/92)  811.698  (m)         2663.05   (f) ADJ UNCH    2 0
 CB0436
 CB0436.Superseded values are not recommended for survey control.
 CB0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0436.See file dsdata.txt to determine how the superseded data were derived.
 CB0436
 CB0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV568845(NAD 83)
 CB0436_MARKER: DB = BENCH MARK DISK
 CB0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0436_STAMPING: Y-713 1942
 CB0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0436+STABILITY: SURFACE MOTION
 CB0436
 CB0436  HISTORY     - Date     Condition        Report By
 CB0436  HISTORY     - 1942     MONUMENTED       CGS
 CB0436  HISTORY     - 1970     GOOD             USGS
 CB0436
 CB0436                          STATION DESCRIPTION
 CB0436
 CB0436'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0436'6.0 MI N FROM STILES.
 CB0436'2.3 MILES NORTHWEST ALONG STATE HWY. 137, FROM OLD COUTNY COURTHOUSE
 CB0436'AT STILES, REAGAN COUNTY, THEN 2.0 MILES EAST ALONG COUNTY ROAD
 CB0436'(DIRT).  THENCE 1.9 MILES NORTH ALONG COUNTY ROAD 85 FEET NORTH OF
 CB0436'FENCE CORNER ON EAST SIDE OF ROAD, 35 FEET EAST OF CENTERLINE OF ROAD
 CB0436'AND 1.0 FT. WEST OF FENCE LINE.  A STANDARD DISK STAMPED, Y-713 1942
 CB0436'SET IN TOP OF CONCRETE POST 6 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0255 ***********************************************************************
 CD0255  DESIGNATION -  Y 714
 CD0255  PID         -  CD0255
 CD0255  STATE/COUNTY-  TX/CULBERSON
 CD0255  USGS QUAD   -  FIGURE TWO RANCH (1973)
 CD0255
 CD0255                         *CURRENT SURVEY CONTROL
 CD0255  ___________________________________________________________________
 CD0255* NAD 83(1986)-  31 27 45.     (N)    104 48 09.     (W)     SCALED    
 CD0255* NAVD 88     -      1106.738  (meters)    3631.02   (feet)  ADJUSTED  
 CD0255  ___________________________________________________________________
 CD0255  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CD0255  DYNAMIC HT  -        1105.036 (meters)    3625.44  (feet)  COMP
 CD0255  MODELED GRAV-     979,065.0   (mgal)                       NAVD 88
 CD0255
 CD0255  VERT ORDER  -  SECOND    CLASS 0
 CD0255
 CD0255.The horizontal coordinates were scaled from a topographic map and have
 CD0255.an estimated accuracy of +/- 6 seconds.
 CD0255
 CD0255.The orthometric height was determined by differential leveling
 CD0255.and adjusted by the National Geodetic Survey in June 1991..
 CD0255
 CD0255.The geoid height was determined by GEOID03.
 CD0255
 CD0255.The dynamic height is computed by dividing the NAVD 88
 CD0255.geopotential number by the normal gravity value computed on the
 CD0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0255.degrees latitude (g = 980.6199 gals.).
 CD0255
 CD0255.The modeled gravity was interpolated from observed gravity values.
 CD0255
 CD0255;                    North         East    Units  Estimated Accuracy
 CD0255;SPC TX C     - 3,207,610.      275,400.      MT  (+/- 180 meters Scaled)
 CD0255
 CD0255                          SUPERSEDED SURVEY CONTROL
 CD0255
 CD0255  NGVD 29 (??/??/92) 1106.251  (m)         3629.43   (f) ADJ UNCH    2 0
 CD0255
 CD0255.Superseded values are not recommended for survey control.
 CD0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0255.See file dsdata.txt to determine how the superseded data were derived.
 CD0255
 CD0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ187808(NAD 83)
 CD0255_MARKER: DB = BENCH MARK DISK
 CD0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0255_STAMPING: Y 714 1942
 CD0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0255+STABILITY: SURFACE MOTION
 CD0255
 CD0255  HISTORY     - Date     Condition        Report By
 CD0255  HISTORY     - 1942     MONUMENTED       CGS
 CD0255  HISTORY     - 1958     GOOD             NGS
 CD0255
 CD0255                          STATION DESCRIPTION
 CD0255
 CD0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0255'33.7 MI N FROM VAN HORN.
 CD0255'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0255'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0255'HIGHWAY 54, THENCE ABOUT 2.3 MILES EAST ALONG A DIRT ROAD.  22 FEET
 CD0255'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE WEST OF A SLIGHT
 CD0255'CURVE IN THE ROAD, AT THE CREST OF A SMALL HILL, 2 FEET WEST OF A
 CD0255'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 CD0255'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0279 ***********************************************************************
 CD0279  DESIGNATION -  Y 715
 CD0279  PID         -  CD0279
 CD0279  STATE/COUNTY-  TX/CULBERSON
 CD0279  USGS QUAD   -  SEVEN HEART GAP (1972)
 CD0279
 CD0279                         *CURRENT SURVEY CONTROL
 CD0279  ___________________________________________________________________
 CD0279* NAD 83(1986)-  31 19 57.     (N)    104 30 22.     (W)     SCALED    
 CD0279* NAVD 88     -      1359.623  (meters)    4460.70   (feet)  ADJUSTED  
 CD0279  ___________________________________________________________________
 CD0279  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CD0279  DYNAMIC HT  -        1357.520 (meters)    4453.80  (feet)  COMP
 CD0279  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 CD0279
 CD0279  VERT ORDER  -  SECOND    CLASS 0
 CD0279
 CD0279.The horizontal coordinates were scaled from a topographic map and have
 CD0279.an estimated accuracy of +/- 6 seconds.
 CD0279
 CD0279.The orthometric height was determined by differential leveling
 CD0279.and adjusted by the National Geodetic Survey in June 1991..
 CD0279
 CD0279.The geoid height was determined by GEOID03.
 CD0279
 CD0279.The dynamic height is computed by dividing the NAVD 88
 CD0279.geopotential number by the normal gravity value computed on the
 CD0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0279.degrees latitude (g = 980.6199 gals.).
 CD0279
 CD0279.The modeled gravity was interpolated from observed gravity values.
 CD0279
 CD0279;                    North         East    Units  Estimated Accuracy
 CD0279;SPC TX C     - 3,192,110.      303,010.      MT  (+/- 180 meters Scaled)
 CD0279
 CD0279                          SUPERSEDED SURVEY CONTROL
 CD0279
 CD0279  NGVD 29 (??/??/92) 1359.114  (m)         4459.03   (f) ADJ UNCH    2 0
 CD0279
 CD0279.Superseded values are not recommended for survey control.
 CD0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0279.See file dsdata.txt to determine how the superseded data were derived.
 CD0279
 CD0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ469665(NAD 83)
 CD0279_MARKER: DB = BENCH MARK DISK
 CD0279_SETTING: 0 = UNSPECIFIED SETTING
 CD0279_STAMPING: Y-715 1942
 CD0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0279
 CD0279  HISTORY     - Date     Condition        Report By
 CD0279  HISTORY     - 1942     MONUMENTED       CGS
 CD0279  HISTORY     - 1973     GOOD             USGS
 CD0279
 CD0279                          STATION DESCRIPTION
 CD0279
 CD0279'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0279'35.05 MI NE FROM VAN HORN.
 CD0279'VAN HORN, AT JCT. STATE 54 AND STATE FARM ROAD 2185, THENCE GENERALLY
 CD0279'NE ALONG FARM ROAD 2185 FOR 34.8 MI. TO T-ROAD NORTH LEADING TO
 CD0279'STANTON RANCH, THENCE NORTH 0.25 MI. TO X-FENCE, BMY-715 34 FT. S. OF
 CD0279'CATTLE GUARD, 1 FT. W. OF FENCE.  STANTON RANCH, 3 MI. E. OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0370 ***********************************************************************
 CD0370  DESIGNATION -  Y 716
 CD0370  PID         -  CD0370
 CD0370  STATE/COUNTY-  TX/CULBERSON
 CD0370  USGS QUAD   -  EMORY CORRAL (1973)
 CD0370
 CD0370                         *CURRENT SURVEY CONTROL
 CD0370  ___________________________________________________________________
 CD0370* NAD 83(1986)-  31 35 04.     (N)    104 34 18.     (W)     SCALED    
 CD0370* NAVD 88     -      1447.264  (meters)    4748.23   (feet)  ADJUSTED  
 CD0370  ___________________________________________________________________
 CD0370  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CD0370  DYNAMIC HT  -        1444.986 (meters)    4740.76  (feet)  COMP
 CD0370  MODELED GRAV-     979,015.6   (mgal)                       NAVD 88
 CD0370
 CD0370  VERT ORDER  -  SECOND    CLASS 0
 CD0370
 CD0370.The horizontal coordinates were scaled from a topographic map and have
 CD0370.an estimated accuracy of +/- 6 seconds.
 CD0370
 CD0370.The orthometric height was determined by differential leveling
 CD0370.and adjusted by the National Geodetic Survey in June 1991..
 CD0370
 CD0370.The geoid height was determined by GEOID03.
 CD0370
 CD0370.The dynamic height is computed by dividing the NAVD 88
 CD0370.geopotential number by the normal gravity value computed on the
 CD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0370.degrees latitude (g = 980.6199 gals.).
 CD0370
 CD0370.The modeled gravity was interpolated from observed gravity values.
 CD0370
 CD0370;                    North         East    Units  Estimated Accuracy
 CD0370;SPC TX C     - 3,220,260.      297,840.      MT  (+/- 180 meters Scaled)
 CD0370
 CD0370                          SUPERSEDED SURVEY CONTROL
 CD0370
 CD0370  NGVD 29 (??/??/92) 1446.699  (m)         4746.38   (f) ADJ UNCH    2 0
 CD0370
 CD0370.Superseded values are not recommended for survey control.
 CD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0370.See file dsdata.txt to determine how the superseded data were derived.
 CD0370
 CD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ406944(NAD 83)
 CD0370_MARKER: DB = BENCH MARK DISK
 CD0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0370_STAMPING: Y 716 1942
 CD0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0370+STABILITY: SURFACE MOTION
 CD0370
 CD0370  HISTORY     - Date     Condition        Report By
 CD0370  HISTORY     - 1942     MONUMENTED       CGS
 CD0370  HISTORY     - 1958     GOOD             NGS
 CD0370
 CD0370                          STATION DESCRIPTION
 CD0370
 CD0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0370'55.8 MI SE FROM PINE SPRINGS.
 CD0370'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0370'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0370'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 26.7 MILES SOUTH ALONG
 CD0370'A GRADED DIRT ROAD.  28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3
 CD0370'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 CD0370'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0177 ***********************************************************************
 BB0177  DESIGNATION -  Y 718
 BB0177  PID         -  BB0177
 BB0177  STATE/COUNTY-  TX/PRESIDIO
 BB0177  USGS QUAD   -  CERRO REDONDO (1983)
 BB0177
 BB0177                         *CURRENT SURVEY CONTROL
 BB0177  ___________________________________________________________________
 BB0177* NAD 83(1986)-  29 35 02.     (N)    104 12 17.     (W)     SCALED    
 BB0177* NAVD 88     -       894.840  (meters)    2935.82   (feet)  ADJUSTED  
 BB0177  ___________________________________________________________________
 BB0177  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BB0177  DYNAMIC HT  -         893.383 (meters)    2931.04  (feet)  COMP
 BB0177  MODELED GRAV-     978,985.6   (mgal)                       NAVD 88
 BB0177
 BB0177  VERT ORDER  -  SECOND    CLASS 0
 BB0177
 BB0177.The horizontal coordinates were scaled from a topographic map and have
 BB0177.an estimated accuracy of +/- 6 seconds.
 BB0177
 BB0177.The orthometric height was determined by differential leveling
 BB0177.and adjusted by the National Geodetic Survey in June 1991..
 BB0177
 BB0177.The geoid height was determined by GEOID03.
 BB0177
 BB0177.The dynamic height is computed by dividing the NAVD 88
 BB0177.geopotential number by the normal gravity value computed on the
 BB0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0177.degrees latitude (g = 980.6199 gals.).
 BB0177
 BB0177.The modeled gravity was interpolated from observed gravity values.
 BB0177
 BB0177;                    North         East    Units  Estimated Accuracy
 BB0177;SPC TXSC     - 4,205,230.       95,970.      MT  (+/- 180 meters Scaled)
 BB0177
 BB0177                          SUPERSEDED SURVEY CONTROL
 BB0177
 BB0177  NGVD 29 (??/??/92)  894.519  (m)         2934.77   (f) ADJ UNCH    2 0
 BB0177
 BB0177.Superseded values are not recommended for survey control.
 BB0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0177.See file dsdata.txt to determine how the superseded data were derived.
 BB0177
 BB0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN770729(NAD 83)
 BB0177_MARKER: DB = BENCH MARK DISK
 BB0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0177_STAMPING: Y 718 1943
 BB0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0177+STABILITY: SURFACE MOTION
 BB0177
 BB0177  HISTORY     - Date     Condition        Report By
 BB0177  HISTORY     - 1943     MONUMENTED       CGS
 BB0177  HISTORY     - 1958     GOOD             NGS
 BB0177
 BB0177                          STATION DESCRIPTION
 BB0177
 BB0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0177'14.55 MI NE FROM PRESIDIO.
 BB0177'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0177'PRESIDIO, THENCE ABOUT 6.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD
 BB0177'TO THE JUNCTION OF THE CASA PIEDRA ROAD, THENCE ABOUT 0.7 MILE
 BB0177'NORTHWEST ALONG THE CASA PIEDRA ROAD.  25 FEET NORTHEAST OF THE CENTER
 BB0177'LINE OF THE CASA PIEDRA ROAD, ABOUT 0.15 MILE NORTHWEST OF A CATTLE
 BB0177'GUARD, ABOUT 0.15 MILE SOUTHWEST OF A WINDMILL, 30 FEET EAST OF THE
 BB0177'CENTER LINE OF THE JUNCTION OF THE ROADS, 17 FEET SOUTHEAST OF THE
 BB0177'CENTER LINE OF THE TRACK ROAD, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 BB0177'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 BB0177'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0102 ***********************************************************************
 BB0102  DESIGNATION -  Y 719
 BB0102  PID         -  BB0102
 BB0102  STATE/COUNTY-  TX/PRESIDIO
 BB0102  USGS QUAD   -  PLATA (1983)
 BB0102
 BB0102                         *CURRENT SURVEY CONTROL
 BB0102  ___________________________________________________________________
 BB0102* NAD 83(1986)-  29 46 56.     (N)    104 07 01.     (W)     SCALED    
 BB0102* NAVD 88     -      1163.438  (meters)    3817.05   (feet)  ADJUSTED  
 BB0102  ___________________________________________________________________
 BB0102  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 BB0102  DYNAMIC HT  -        1161.530 (meters)    3810.79  (feet)  COMP
 BB0102  MODELED GRAV-     978,962.4   (mgal)                       NAVD 88
 BB0102
 BB0102  VERT ORDER  -  SECOND    CLASS 0
 BB0102
 BB0102.The horizontal coordinates were scaled from a topographic map and have
 BB0102.an estimated accuracy of +/- 6 seconds.
 BB0102
 BB0102.The orthometric height was determined by differential leveling
 BB0102.and adjusted by the National Geodetic Survey in June 1991..
 BB0102
 BB0102.The geoid height was determined by GEOID03.
 BB0102
 BB0102.The dynamic height is computed by dividing the NAVD 88
 BB0102.geopotential number by the normal gravity value computed on the
 BB0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0102.degrees latitude (g = 980.6199 gals.).
 BB0102
 BB0102.The modeled gravity was interpolated from observed gravity values.
 BB0102
 BB0102;                    North         East    Units  Estimated Accuracy
 BB0102;SPC TXSC     - 4,226,810.      105,420.      MT  (+/- 180 meters Scaled)
 BB0102
 BB0102                          SUPERSEDED SURVEY CONTROL
 BB0102
 BB0102  NGVD 29 (??/??/92) 1163.051  (m)         3815.78   (f) ADJ UNCH    2 0
 BB0102
 BB0102.Superseded values are not recommended for survey control.
 BB0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0102.See file dsdata.txt to determine how the superseded data were derived.
 BB0102
 BB0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN853949(NAD 83)
 BB0102_MARKER: DB = BENCH MARK DISK
 BB0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0102_STAMPING: Y 719 1943
 BB0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0102+STABILITY: SURFACE MOTION
 BB0102
 BB0102  HISTORY     - Date     Condition        Report By
 BB0102  HISTORY     - 1943     MONUMENTED       CGS
 BB0102  HISTORY     - 1958     GOOD             NGS
 BB0102
 BB0102                          STATION DESCRIPTION
 BB0102
 BB0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0102'5.1 MI NW FROM CASA PIEDRA.
 BB0102'ABOUT 4.05 MILE NORTHWEST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0102'CASA PIEDRA TO THE TED HARPER RANCH, THENCE ABOUT 1.05 MILES NORTHWEST
 BB0102'ALONG A TRACK ROAD.  27 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BB0102'ABOUT 0.45 MILE NORTHWEST OF THE CROSSING OF A GRAVEL WASH, SOUTHWEST
 BB0102'AND AT THE FOOT OF A MESA, ON THE OUTSIDE OF A SHARP CURVE, 2 FEET
 BB0102'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BB0102'POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0403 ***********************************************************************
 CU0403  DESIGNATION -  Y 72
 CU0403  PID         -  CU0403
 CU0403  STATE/COUNTY-  TX/FISHER
 CU0403  USGS QUAD   -  INADALE (1969)
 CU0403
 CU0403                         *CURRENT SURVEY CONTROL
 CU0403  ___________________________________________________________________
 CU0403* NAD 83(1986)-  32 34 27.     (N)    100 38 04.     (W)     SCALED    
 CU0403* NAVD 88     -       704.321  (meters)    2310.76   (feet)  ADJUSTED  
 CU0403  ___________________________________________________________________
 CU0403  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CU0403  DYNAMIC HT  -         703.375 (meters)    2307.66  (feet)  COMP
 CU0403  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 CU0403
 CU0403  VERT ORDER  -  FIRST     CLASS II
 CU0403
 CU0403.The horizontal coordinates were scaled from a topographic map and have
 CU0403.an estimated accuracy of +/- 6 seconds.
 CU0403
 CU0403.The orthometric height was determined by differential leveling
 CU0403.and adjusted by the National Geodetic Survey in June 1991..
 CU0403
 CU0403.The geoid height was determined by GEOID03.
 CU0403
 CU0403.The dynamic height is computed by dividing the NAVD 88
 CU0403.geopotential number by the normal gravity value computed on the
 CU0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0403.degrees latitude (g = 980.6199 gals.).
 CU0403
 CU0403.The modeled gravity was interpolated from observed gravity values.
 CU0403
 CU0403;                    North         East    Units  Estimated Accuracy
 CU0403;SPC TXNC     - 2,102,670.      399,610.      MT  (+/- 180 meters Scaled)
 CU0403
 CU0403                          SUPERSEDED SURVEY CONTROL
 CU0403
 CU0403  NGVD 29 (??/??/92)  704.049  (m)         2309.87   (f) ADJ UNCH    1 2
 CU0403
 CU0403.Superseded values are not recommended for survey control.
 CU0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0403.See file dsdata.txt to determine how the superseded data were derived.
 CU0403
 CU0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB465052(NAD 83)
 CU0403_MARKER: DB = BENCH MARK DISK
 CU0403_SETTING: 66 = SET IN ROCK OUTCROP
 CU0403_SP_SET: FLAT ROCK
 CU0403_STAMPING: 2309.867 Y 72 1931
 CU0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0403+STABILITY: POSITION/ELEVATION WELL
 CU0403
 CU0403  HISTORY     - Date     Condition        Report By
 CU0403  HISTORY     - 1931     MONUMENTED       CGS
 CU0403  HISTORY     - 1958     GOOD             NGS
 CU0403  HISTORY     - 1969     MARK NOT FOUND   USGS
 CU0403
 CU0403                          STATION DESCRIPTION
 CU0403
 CU0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0403'2.2 MI S FROM PYRON.
 CU0403'IN FISHER COUNTY, 2.2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE
 CU0403'RAILWAY FROM PYRON, SCURRY COUNTY, ABOUT 0.2 MILE SOUTHEAST OF
 CU0403'MILEPOST 777, 430 FEET NORTHWEST OF CULVERT 777B, 330 FEET NORTHWEST
 CU0403'OF RAIL MARKING THE POINT OF SPIRAL CURVE ON THE SOUTH END OF CURVE
 CU0403'83, AND 30 FEET WEST OF THE TRACK, IN A LARGE FLAT ROCK ON THE END OF
 CU0403'A PROTRUDING HILL.
 CU0403
 CU0403                          STATION RECOVERY (1969)
 CU0403
 CU0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0272 ***********************************************************************
 BO0272  DESIGNATION -  Y 721
 BO0272  PID         -  BO0272
 BO0272  STATE/COUNTY-  TX/VAL VERDE
 BO0272  USGS QUAD   -  JUNO (1970)
 BO0272
 BO0272                         *CURRENT SURVEY CONTROL
 BO0272  ___________________________________________________________________
 BO0272* NAD 83(1986)-  30 10 42.     (N)    101 02 21.     (W)     SCALED    
 BO0272* NAVD 88     -       532.546  (meters)    1747.19   (feet)  ADJUSTED  
 BO0272  ___________________________________________________________________
 BO0272  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 BO0272  DYNAMIC HT  -         531.757 (meters)    1744.61  (feet)  COMP
 BO0272  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 BO0272
 BO0272  VERT ORDER  -  SECOND    CLASS 0
 BO0272
 BO0272.The horizontal coordinates were scaled from a topographic map and have
 BO0272.an estimated accuracy of +/- 6 seconds.
 BO0272
 BO0272.The orthometric height was determined by differential leveling
 BO0272.and adjusted by the National Geodetic Survey in June 1991..
 BO0272
 BO0272.The geoid height was determined by GEOID03.
 BO0272
 BO0272.The dynamic height is computed by dividing the NAVD 88
 BO0272.geopotential number by the normal gravity value computed on the
 BO0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0272.degrees latitude (g = 980.6199 gals.).
 BO0272
 BO0272.The modeled gravity was interpolated from observed gravity values.
 BO0272
 BO0272;                    North         East    Units  Estimated Accuracy
 BO0272;SPC TXSC     - 4,261,610.      403,620.      MT  (+/- 180 meters Scaled)
 BO0272
 BO0272                          SUPERSEDED SURVEY CONTROL
 BO0272
 BO0272  NGVD 29 (??/??/92)  532.418  (m)         1746.77   (f) ADJ UNCH    2 0
 BO0272
 BO0272.Superseded values are not recommended for survey control.
 BO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0272.See file dsdata.txt to determine how the superseded data were derived.
 BO0272
 BO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU036403(NAD 83)
 BO0272_MARKER: DB = BENCH MARK DISK
 BO0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0272_STAMPING: Y 721 1942
 BO0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0272+STABILITY: SURFACE MOTION
 BO0272
 BO0272  HISTORY     - Date     Condition        Report By
 BO0272  HISTORY     - 1942     MONUMENTED       CGS
 BO0272  HISTORY     - 1971     GOOD             NGS
 BO0272  HISTORY     - 19991229 GOOD             USPSQD
 BO0272
 BO0272                          STATION DESCRIPTION
 BO0272
 BO0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0272'5.0 MI NE FROM JUNO.
 BO0272'THIS MARK IS ABOUT 5.0 MILES NORTHEAST ALONG THE ROAD TO SONORA FROM
 BO0272'THE POST OFFICE AT JUNO, VAL VERDE COUNTY, AND 0.3 MILE NORTHEAST OF A
 BO0272'CATTLE GUARD, 35.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.5 FEET
 BO0272'SOUTHWEST OF A TELEPHONE POLE, 195.0 FEET EAST OF THE CENTER LINE OF A
 BO0272'DIP IN THE ROAD.  NOTE-- A METAL WITNESS POST WAS SET 1.0 FOOT EAST OF
 BO0272'THE MARK.
 BO0272
 BO0272                          STATION RECOVERY (1971)
 BO0272
 BO0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0272'RECOVERED IN GOOD CONDITION.
 BO0272
 BO0272                          STATION RECOVERY (1999)
 BO0272
 BO0272'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0364 ***********************************************************************
 BO0364  DESIGNATION -  Y 723
 BO0364  PID         -  BO0364
 BO0364  STATE/COUNTY-  TX/PECOS
 BO0364  USGS QUAD   -  SHEFFIELD NW (1976)
 BO0364
 BO0364                         *CURRENT SURVEY CONTROL
 BO0364  ___________________________________________________________________
 BO0364* NAD 83(1986)-  30 39 32.     (N)    101 53 36.     (W)     SCALED    
 BO0364* NAVD 88     -       720.226  (meters)    2362.94   (feet)  ADJUSTED  
 BO0364  ___________________________________________________________________
 BO0364  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BO0364  DYNAMIC HT  -         719.165 (meters)    2359.46  (feet)  COMP
 BO0364  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 BO0364
 BO0364  VERT ORDER  -  SECOND    CLASS 0
 BO0364
 BO0364.The horizontal coordinates were scaled from a topographic map and have
 BO0364.an estimated accuracy of +/- 6 seconds.
 BO0364
 BO0364.The orthometric height was determined by differential leveling
 BO0364.and adjusted by the National Geodetic Survey in June 1991..
 BO0364
 BO0364.The geoid height was determined by GEOID03.
 BO0364
 BO0364.The dynamic height is computed by dividing the NAVD 88
 BO0364.geopotential number by the normal gravity value computed on the
 BO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0364.degrees latitude (g = 980.6199 gals.).
 BO0364
 BO0364.The modeled gravity was interpolated from observed gravity values.
 BO0364
 BO0364;                    North         East    Units  Estimated Accuracy
 BO0364;SPC TX C     - 3,111,040.      550,510.      MT  (+/- 180 meters Scaled)
 BO0364
 BO0364                          SUPERSEDED SURVEY CONTROL
 BO0364
 BO0364  NGVD 29 (??/??/92)  719.991  (m)         2362.17   (f) ADJ UNCH    2 0
 BO0364
 BO0364.Superseded values are not recommended for survey control.
 BO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0364.See file dsdata.txt to determine how the superseded data were derived.
 BO0364
 BO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU227953(NAD 83)
 BO0364_MARKER: DB = BENCH MARK DISK
 BO0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0364_SP_SET: CULVERT
 BO0364_STAMPING: Y 273 1942
 BO0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0364
 BO0364  HISTORY     - Date     Condition        Report By
 BO0364  HISTORY     - 1942     MONUMENTED       CGS
 BO0364  HISTORY     - 1958     GOOD             NGS
 BO0364
 BO0364                          STATION DESCRIPTION
 BO0364
 BO0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0364'5.05 MI SW FROM SHEFFIELD.
 BO0364'ABOUT 5.05 MILES SOUTHWEST ALONG STATE HIGHWAY 349 FROM THE POST
 BO0364'OFFICE AT SHEFFIELD, IN THE TOP OF A FLAT ROCK OUTCROP PROJECTING 4
 BO0364'INCHES, 31 1/2 FEET SOUT-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BO0364'ABOUT 122 YARDS EAST-NORTHEAST OF THE CONCRETE HEAD WALL OF A SMALL
 BO0364'CULVERT, 215 FEET EAST OF AND ACROSS THE HIGHWAY FROM THE EAST CORNER
 BO0364'OF A CATTLE GUARD, 33 FEET NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST
 BO0364'RIGHT OF WAY FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0322 ***********************************************************************
 BO0322  DESIGNATION -  Y 724
 BO0322  PID         -  BO0322
 BO0322  STATE/COUNTY-  TX/TERRELL
 BO0322  USGS QUAD   -  GEDDIS CANYON NW (1980)
 BO0322
 BO0322                         *CURRENT SURVEY CONTROL
 BO0322  ___________________________________________________________________
 BO0322* NAD 83(1986)-  30 24 43.     (N)    101 54 18.     (W)     SCALED    
 BO0322* NAVD 88     -       683.278  (meters)    2241.72   (feet)  ADJUSTED  
 BO0322  ___________________________________________________________________
 BO0322  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 BO0322  DYNAMIC HT  -         682.266 (meters)    2238.40  (feet)  COMP
 BO0322  MODELED GRAV-     979,138.1   (mgal)                       NAVD 88
 BO0322
 BO0322  VERT ORDER  -  SECOND    CLASS 0
 BO0322
 BO0322.The horizontal coordinates were scaled from a topographic map and have
 BO0322.an estimated accuracy of +/- 6 seconds.
 BO0322
 BO0322.The orthometric height was determined by differential leveling
 BO0322.and adjusted by the National Geodetic Survey in June 1991..
 BO0322
 BO0322.The geoid height was determined by GEOID03.
 BO0322
 BO0322.The dynamic height is computed by dividing the NAVD 88
 BO0322.geopotential number by the normal gravity value computed on the
 BO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0322.degrees latitude (g = 980.6199 gals.).
 BO0322
 BO0322.The modeled gravity was interpolated from observed gravity values.
 BO0322
 BO0322;                    North         East    Units  Estimated Accuracy
 BO0322;SPC TXSC     - 4,289,260.      320,890.      MT  (+/- 180 meters Scaled)
 BO0322
 BO0322                          SUPERSEDED SURVEY CONTROL
 BO0322
 BO0322  NGVD 29 (??/??/92)  683.056  (m)         2240.99   (f) ADJ UNCH    2 0
 BO0322
 BO0322.Superseded values are not recommended for survey control.
 BO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0322.See file dsdata.txt to determine how the superseded data were derived.
 BO0322
 BO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU209680(NAD 83)
 BO0322_MARKER: DB = BENCH MARK DISK
 BO0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0322_STAMPING: Y 724 1942
 BO0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0322+STABILITY: SURFACE MOTION
 BO0322
 BO0322  HISTORY     - Date     Condition        Report By
 BO0322  HISTORY     - 1942     MONUMENTED       CGS
 BO0322  HISTORY     - 1958     GOOD             NGS
 BO0322
 BO0322                          STATION DESCRIPTION
 BO0322
 BO0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0322'29.55 MI S FROM SHEFFIELD.
 BO0322'ABOUT 26.65 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0322'AT SHEFFIELD, THENCE 1.9 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 BO0322'LEADING TO THE ELROD AND HICKS RANCHES, THENCE 1.0 MILE SOUTH ALONG
 BO0322'THE HIGHWAY, 27 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT
 BO0322'0.15 MILE NORTH OF AN ABRUPT RISE IN THE OLD HIGHWAY, 1 FOOT SOUTH OF
 BO0322'A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BO0322'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0102 ***********************************************************************
 BP0102  DESIGNATION -  Y 725
 BP0102  PID         -  BP0102
 BP0102  STATE/COUNTY-  TX/TERRELL
 BP0102  USGS QUAD   -  DRYDEN NE (1969)
 BP0102
 BP0102                         *CURRENT SURVEY CONTROL
 BP0102  ___________________________________________________________________
 BP0102* NAD 83(1986)-  30 08 39.     (N)    102 04 23.     (W)     SCALED    
 BP0102* NAVD 88     -       683.547  (meters)    2242.60   (feet)  ADJUSTED  
 BP0102  ___________________________________________________________________
 BP0102  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 BP0102  DYNAMIC HT  -         682.513 (meters)    2239.21  (feet)  COMP
 BP0102  MODELED GRAV-     979,108.5   (mgal)                       NAVD 88
 BP0102
 BP0102  VERT ORDER  -  SECOND    CLASS 0
 BP0102
 BP0102.The horizontal coordinates were scaled from a topographic map and have
 BP0102.an estimated accuracy of +/- 6 seconds.
 BP0102
 BP0102.The orthometric height was determined by differential leveling
 BP0102.and adjusted by the National Geodetic Survey in June 1991..
 BP0102
 BP0102.The geoid height was determined by GEOID03.
 BP0102
 BP0102.The dynamic height is computed by dividing the NAVD 88
 BP0102.geopotential number by the normal gravity value computed on the
 BP0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0102.degrees latitude (g = 980.6199 gals.).
 BP0102
 BP0102.The modeled gravity was interpolated from observed gravity values.
 BP0102
 BP0102;                    North         East    Units  Estimated Accuracy
 BP0102;SPC TXSC     - 4,260,000.      303,970.      MT  (+/- 180 meters Scaled)
 BP0102
 BP0102                          SUPERSEDED SURVEY CONTROL
 BP0102
 BP0102  NGVD 29 (??/??/92)  683.340  (m)         2241.92   (f) ADJ UNCH    2 0
 BP0102
 BP0102.Superseded values are not recommended for survey control.
 BP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0102.See file dsdata.txt to determine how the superseded data were derived.
 BP0102
 BP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP819383(NAD 83)
 BP0102_MARKER: DB = BENCH MARK DISK
 BP0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0102_STAMPING: Y 725 1942
 BP0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0102+STABILITY: SURFACE MOTION
 BP0102
 BP0102  HISTORY     - Date     Condition        Report By
 BP0102  HISTORY     - 1942     MONUMENTED       CGS
 BP0102  HISTORY     - 1958     GOOD             NGS
 BP0102
 BP0102                          STATION DESCRIPTION
 BP0102
 BP0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0102'7.3 MI N FROM DRYDEN.
 BP0102'ABOUT 7.3 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0102'ORLEANS RAILROAD STATION AT DRYDEN, 68 FEET WEST OF THE CENTER LINE OF
 BP0102'THE HIGHWAY, ON THE CREST OF A SLIGHT KNOLL, 4 FEET WEST OF THE WEST
 BP0102'RIGHT OF WAY FENCE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 BP0102'AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0399 ***********************************************************************
 CC0399  DESIGNATION -  Y 726
 CC0399  PID         -  CC0399
 CC0399  STATE/COUNTY-  TX/REEVES
 CC0399  USGS QUAD   -  TOYAH NW (1970)
 CC0399
 CC0399                         *CURRENT SURVEY CONTROL
 CC0399  ___________________________________________________________________
 CC0399* NAD 83(1986)-  31 28 05.     (N)    103 57 41.     (W)     SCALED    
 CC0399* NAVD 88     -       949.456  (meters)    3115.01   (feet)  ADJUSTED  
 CC0399  ___________________________________________________________________
 CC0399  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CC0399  DYNAMIC HT  -         948.035 (meters)    3110.34  (feet)  COMP
 CC0399  MODELED GRAV-     979,112.3   (mgal)                       NAVD 88
 CC0399
 CC0399  VERT ORDER  -  SECOND    CLASS 0
 CC0399
 CC0399.The horizontal coordinates were scaled from a topographic map and have
 CC0399.an estimated accuracy of +/- 6 seconds.
 CC0399
 CC0399.The orthometric height was determined by differential leveling
 CC0399.and adjusted by the National Geodetic Survey in June 1991..
 CC0399
 CC0399.The geoid height was determined by GEOID03.
 CC0399
 CC0399.The dynamic height is computed by dividing the NAVD 88
 CC0399.geopotential number by the normal gravity value computed on the
 CC0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0399.degrees latitude (g = 980.6199 gals.).
 CC0399
 CC0399.The modeled gravity was interpolated from observed gravity values.
 CC0399
 CC0399;                    North         East    Units  Estimated Accuracy
 CC0399;SPC TX C     - 3,205,320.      355,300.      MT  (+/- 180 meters Scaled)
 CC0399
 CC0399                          SUPERSEDED SURVEY CONTROL
 CC0399
 CC0399  NGVD 29 (??/??/92)  949.055  (m)         3113.69   (f) ADJ UNCH    2 0
 CC0399
 CC0399.Superseded values are not recommended for survey control.
 CC0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0399.See file dsdata.txt to determine how the superseded data were derived.
 CC0399
 CC0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ986819(NAD 83)
 CC0399_MARKER: DB = BENCH MARK DISK
 CC0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0399_STAMPING: Y 726 1942
 CC0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0399+STABILITY: SURFACE MOTION
 CC0399
 CC0399  HISTORY     - Date     Condition        Report By
 CC0399  HISTORY     - 1942     MONUMENTED       CGS
 CC0399  HISTORY     - 1958     GOOD             NGS
 CC0399
 CC0399                          STATION DESCRIPTION
 CC0399
 CC0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0399'16.15 MI NW FROM TOYAH.
 CC0399'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0399'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 7.2 MILES
 CC0399'NORTHWEST ALONG A GRADED DIRT ROAD.  40 FEET NORTHEAST OF THE CENTER
 CC0399'LINE OF THE ROAD, ABOUT 0.4 MILES NORTHWEST OF THE JUNCTION OF A ROAD
 CC0399'LEADING NORTH TO THE TOYAH OIL FIELD, 2 FEET NORTHWEST OF A WHITE
 CC0399'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 CC0399'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0066 ***********************************************************************
 CD0066  DESIGNATION -  Y 727
 CD0066  PID         -  CD0066
 CD0066  STATE/COUNTY-  TX/CULBERSON
 CD0066  USGS QUAD   -  TWO MILL DRAW WEST (1973)
 CD0066
 CD0066                         *CURRENT SURVEY CONTROL
 CD0066  ___________________________________________________________________
 CD0066* NAD 83(1986)-  31 34 09.     (N)    104 18 15.     (W)     SCALED    
 CD0066* NAVD 88     -      1223.696  (meters)    4014.74   (feet)  ADJUSTED  
 CD0066  ___________________________________________________________________
 CD0066  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CD0066  DYNAMIC HT  -        1221.834 (meters)    4008.63  (feet)  COMP
 CD0066  MODELED GRAV-     979,075.9   (mgal)                       NAVD 88
 CD0066
 CD0066  VERT ORDER  -  SECOND    CLASS 0
 CD0066
 CD0066.The horizontal coordinates were scaled from a topographic map and have
 CD0066.an estimated accuracy of +/- 6 seconds.
 CD0066
 CD0066.The orthometric height was determined by differential leveling
 CD0066.and adjusted by the National Geodetic Survey in June 1991..
 CD0066
 CD0066.The geoid height was determined by GEOID03.
 CD0066
 CD0066.The dynamic height is computed by dividing the NAVD 88
 CD0066.geopotential number by the normal gravity value computed on the
 CD0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0066.degrees latitude (g = 980.6199 gals.).
 CD0066
 CD0066.The modeled gravity was interpolated from observed gravity values.
 CD0066
 CD0066;                    North         East    Units  Estimated Accuracy
 CD0066;SPC TX C     - 3,217,630.      323,150.      MT  (+/- 180 meters Scaled)
 CD0066
 CD0066                          SUPERSEDED SURVEY CONTROL
 CD0066
 CD0066  NGVD 29 (??/??/92) 1223.220  (m)         4013.18   (f) ADJ UNCH    2 0
 CD0066
 CD0066.Superseded values are not recommended for survey control.
 CD0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0066.See file dsdata.txt to determine how the superseded data were derived.
 CD0066
 CD0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ660928(NAD 83)
 CD0066_MARKER: DB = BENCH MARK DISK
 CD0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0066_STAMPING: Y 727 1942
 CD0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0066+STABILITY: SURFACE MOTION
 CD0066
 CD0066  HISTORY     - Date     Condition        Report By
 CD0066  HISTORY     - 1942     MONUMENTED       CGS
 CD0066  HISTORY     - 1958     GOOD             NGS
 CD0066
 CD0066                          STATION DESCRIPTION
 CD0066
 CD0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0066'40.35 MI NW FROM TOYAH.
 CD0066'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0066'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE 31.4 MILES NORTHWEST
 CD0066'OF A GRADED ROAD.  33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28
 CD0066'FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 3 FEET WEST OF A FENCE,
 CD0066'1 1/2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CD0066'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0129 ***********************************************************************
 CD0129  DESIGNATION -  Y 728
 CD0129  PID         -  CD0129
 CD0129  STATE/COUNTY-  TX/CULBERSON
 CD0129  USGS QUAD   -  BORACHO (1970)
 CD0129
 CD0129                         *CURRENT SURVEY CONTROL
 CD0129  ___________________________________________________________________
 CD0129* NAD 83(1986)-  31 01 11.     (N)    104 23 42.     (W)     SCALED    
 CD0129* NAVD 88     -      1371.612  (meters)    4500.03   (feet)  ADJUSTED  
 CD0129  ___________________________________________________________________
 CD0129  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 CD0129  DYNAMIC HT  -        1369.447 (meters)    4492.93  (feet)  COMP
 CD0129  MODELED GRAV-     979,013.9   (mgal)                       NAVD 88
 CD0129
 CD0129  VERT ORDER  -  SECOND    CLASS 0
 CD0129
 CD0129.The horizontal coordinates were scaled from a topographic map and have
 CD0129.an estimated accuracy of +/- 6 seconds.
 CD0129
 CD0129.The orthometric height was determined by differential leveling
 CD0129.and adjusted by the National Geodetic Survey in June 1991..
 CD0129
 CD0129.The geoid height was determined by GEOID03.
 CD0129
 CD0129.The dynamic height is computed by dividing the NAVD 88
 CD0129.geopotential number by the normal gravity value computed on the
 CD0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0129.degrees latitude (g = 980.6199 gals.).
 CD0129
 CD0129.The modeled gravity was interpolated from observed gravity values.
 CD0129
 CD0129;                    North         East    Units  Estimated Accuracy
 CD0129;SPC TX C     - 3,157,070.      312,310.      MT  (+/- 180 meters Scaled)
 CD0129
 CD0129                          SUPERSEDED SURVEY CONTROL
 CD0129
 CD0129  NGVD 29 (??/??/92) 1371.073  (m)         4498.26   (f) ADJ UNCH    2 0
 CD0129
 CD0129.Superseded values are not recommended for survey control.
 CD0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0129.See file dsdata.txt to determine how the superseded data were derived.
 CD0129
 CD0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ577319(NAD 83)
 CD0129_MARKER: DB = BENCH MARK DISK
 CD0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0129_STAMPING: Y 728 1942
 CD0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0129+STABILITY: SURFACE MOTION
 CD0129
 CD0129  HISTORY     - Date     Condition        Report By
 CD0129  HISTORY     - 1942     MONUMENTED       CGS
 CD0129  HISTORY     - 1958     GOOD             NGS
 CD0129
 CD0129                          STATION DESCRIPTION
 CD0129
 CD0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0129'4.0 MI S FROM BORACHO.
 CD0129'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 CD0129'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 3.65 MILES SOUTH
 CD0129'ALONG A VERY POOR DIRT ROAD.  23 FEET EAST OF THE CENTER LINE OF THE
 CD0129'ROAD, 0.8 MILE SOUTH OF A GATE ACROSS THE ROAD, 1 1/2 FEET SOUTH OF A
 CD0129'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 CD0129'OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0040 ***********************************************************************
 BQ0040  DESIGNATION -  Y 729
 BQ0040  PID         -  BQ0040
 BQ0040  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0040  USGS QUAD   -  BOGGY DRAW (1978)
 BQ0040
 BQ0040                         *CURRENT SURVEY CONTROL
 BQ0040  ___________________________________________________________________
 BQ0040* NAD 83(1986)-  30 45 10.     (N)    104 27 48.     (W)     SCALED    
 BQ0040* NAVD 88     -      1353.754  (meters)    4441.44   (feet)  ADJUSTED  
 BQ0040  ___________________________________________________________________
 BQ0040  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BQ0040  DYNAMIC HT  -        1351.558 (meters)    4434.24  (feet)  COMP
 BQ0040  MODELED GRAV-     978,971.9   (mgal)                       NAVD 88
 BQ0040
 BQ0040  VERT ORDER  -  SECOND    CLASS 0
 BQ0040
 BQ0040.The horizontal coordinates were scaled from a topographic map and have
 BQ0040.an estimated accuracy of +/- 6 seconds.
 BQ0040
 BQ0040.The orthometric height was determined by differential leveling
 BQ0040.and adjusted by the National Geodetic Survey in June 1991..
 BQ0040
 BQ0040.The geoid height was determined by GEOID03.
 BQ0040
 BQ0040.The dynamic height is computed by dividing the NAVD 88
 BQ0040.geopotential number by the normal gravity value computed on the
 BQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0040.degrees latitude (g = 980.6199 gals.).
 BQ0040
 BQ0040.The modeled gravity was interpolated from observed gravity values.
 BQ0040
 BQ0040;                    North         East    Units  Estimated Accuracy
 BQ0040;SPC TX C     - 3,127,740.      304,690.      MT  (+/- 180 meters Scaled)
 BQ0040
 BQ0040                          SUPERSEDED SURVEY CONTROL
 BQ0040
 BQ0040  NGVD 29 (??/??/92) 1353.176  (m)         4439.54   (f) ADJ UNCH    2 0
 BQ0040
 BQ0040.Superseded values are not recommended for survey control.
 BQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0040.See file dsdata.txt to determine how the superseded data were derived.
 BQ0040
 BQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ513023(NAD 83)
 BQ0040_MARKER: DB = BENCH MARK DISK
 BQ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0040_STAMPING: Y 729 1942
 BQ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0040+STABILITY: SURFACE MOTION
 BQ0040
 BQ0040  HISTORY     - Date     Condition        Report By
 BQ0040  HISTORY     - 1942     MONUMENTED       CGS
 BQ0040  HISTORY     - 1958     GOOD             NGS
 BQ0040
 BQ0040                          STATION DESCRIPTION
 BQ0040
 BQ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0040'12.75 MI N FROM VALENTINE.
 BQ0040'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0040'THE STATION AT VALENTINE, THENCE 12.55 MILES NORTH ALONG A DIRT ROAD.
 BQ0040'31 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE
 BQ0040'NORTHWEST OF A DIKE ACROSS THE ROAD, 1 1/2 FEET SOUTHWEST OF A WHITE
 BQ0040'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 BQ0040'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0170 ***********************************************************************
 BQ0170  DESIGNATION -  Y 730
 BQ0170  PID         -  BQ0170
 BQ0170  STATE/COUNTY-  TX/PRESIDIO
 BQ0170  USGS QUAD   -  NANCY ANNE RANCH (1979)
 BQ0170
 BQ0170                         *CURRENT SURVEY CONTROL
 BQ0170  ___________________________________________________________________
 BQ0170* NAD 83(1986)-  30 25 46.     (N)    104 31 17.     (W)     SCALED    
 BQ0170* NAVD 88     -      1373.466  (meters)    4506.11   (feet)  POSTED    
 BQ0170  ___________________________________________________________________
 BQ0170  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 BQ0170  DYNAMIC HT  -        1371.170 (meters)    4498.58  (feet)  COMP
 BQ0170  MODELED GRAV-     978,925.0   (mgal)                       NAVD 88
 BQ0170
 BQ0170  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0170
 BQ0170.The horizontal coordinates were scaled from a topographic map and have
 BQ0170.an estimated accuracy of +/- 6 seconds.
 BQ0170
 BQ0170.The orthometric height was determined by differential leveling
 BQ0170.and adjusted by the National Geodetic Survey in 1992..
 BQ0170.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0170.rate of 1.1 thru 2.0 mm/km.
 BQ0170
 BQ0170.The geoid height was determined by GEOID03.
 BQ0170
 BQ0170.The dynamic height is computed by dividing the NAVD 88
 BQ0170.geopotential number by the normal gravity value computed on the
 BQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0170.degrees latitude (g = 980.6199 gals.).
 BQ0170
 BQ0170.The modeled gravity was interpolated from observed gravity values.
 BQ0170
 BQ0170;                    North         East    Units  Estimated Accuracy
 BQ0170;SPC TXSC     - 4,300,250.       69,740.      MT  (+/- 180 meters Scaled)
 BQ0170
 BQ0170                          SUPERSEDED SURVEY CONTROL
 BQ0170
 BQ0170  NGVD 29 (??/??/92) 1372.881  (m)         4504.19   (f) ADJ UNCH    2 0
 BQ0170
 BQ0170.Superseded values are not recommended for survey control.
 BQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0170.See file dsdata.txt to determine how the superseded data were derived.
 BQ0170
 BQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP459664(NAD 83)
 BQ0170_MARKER: DB = BENCH MARK DISK
 BQ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0170_STAMPING: Y 730 1943
 BQ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0170+STABILITY: SURFACE MOTION
 BQ0170
 BQ0170  HISTORY     - Date     Condition        Report By
 BQ0170  HISTORY     - 1943     MONUMENTED       CGS
 BQ0170
 BQ0170                          STATION DESCRIPTION
 BQ0170
 BQ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0170'11.9 MI S FROM VALENTINE.
 BQ0170'THIS MARK IS 11.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH
 BQ0170'FROM THE POST OFFICE AT VALENTINE, 0.7 MILE SOUTH OF A DIM ROAD
 BQ0170'RUNNING WEST, SET AT THE NORTH END OF AN S-CURVE, 36.0 FEET EAST OF
 BQ0170'THE CENTERLINE OF THE ROAD, PROJECTING 4-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0198 ***********************************************************************
 BQ0198  DESIGNATION -  Y 731
 BQ0198  PID         -  BQ0198
 BQ0198  STATE/COUNTY-  TX/PRESIDIO
 BQ0198  USGS QUAD   -  CANDELARIA (1979)
 BQ0198
 BQ0198                         *CURRENT SURVEY CONTROL
 BQ0198  ___________________________________________________________________
 BQ0198* NAD 83(1986)-  30 11 26.     (N)    104 39 06.     (W)     SCALED    
 BQ0198* NAVD 88     -       914.769  (meters)    3001.20   (feet)  POSTED    
 BQ0198  ___________________________________________________________________
 BQ0198  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BQ0198  DYNAMIC HT  -         913.310 (meters)    2996.42  (feet)  COMP
 BQ0198  MODELED GRAV-     979,011.7   (mgal)                       NAVD 88
 BQ0198
 BQ0198  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0198
 BQ0198.The horizontal coordinates were scaled from a topographic map and have
 BQ0198.an estimated accuracy of +/- 6 seconds.
 BQ0198
 BQ0198.The orthometric height was determined by differential leveling
 BQ0198.and adjusted by the National Geodetic Survey in 1992..
 BQ0198.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0198.rate of 1.1 thru 2.0 mm/km.
 BQ0198
 BQ0198.The geoid height was determined by GEOID03.
 BQ0198
 BQ0198.The dynamic height is computed by dividing the NAVD 88
 BQ0198.geopotential number by the normal gravity value computed on the
 BQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0198.degrees latitude (g = 980.6199 gals.).
 BQ0198
 BQ0198.The modeled gravity was interpolated from observed gravity values.
 BQ0198
 BQ0198;                    North         East    Units  Estimated Accuracy
 BQ0198;SPC TXSC     - 4,274,400.       55,960.      MT  (+/- 180 meters Scaled)
 BQ0198
 BQ0198                          SUPERSEDED SURVEY CONTROL
 BQ0198
 BQ0198  NGVD 29 (??/??/92)  914.296  (m)         2999.65   (f) ADJ UNCH    2 0
 BQ0198
 BQ0198.Superseded values are not recommended for survey control.
 BQ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0198.See file dsdata.txt to determine how the superseded data were derived.
 BQ0198
 BQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP335399(NAD 83)
 BQ0198_MARKER: DB = BENCH MARK DISK
 BQ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0198_STAMPING: Y 731 1943
 BQ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0198+STABILITY: SURFACE MOTION
 BQ0198
 BQ0198  HISTORY     - Date     Condition        Report By
 BQ0198  HISTORY     - 1943     MONUMENTED       CGS
 BQ0198
 BQ0198                          STATION DESCRIPTION
 BQ0198
 BQ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0198'5.5 MI NW FROM CANDELARIA.
 BQ0198'THIS MARK IS 5.5 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0198'THE SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 0.25 MILE NORTH OF A
 BQ0198'CATTLE GUARD, SET ON THE SUMMIT OF A RISE IN THE ROAD, 26.5 FEET EAST
 BQ0198'OF THE CENTERLINE OF THE ROAD, PROJECTING 6-INCHES ABOVE THE GROUND,
 BQ0198'2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0195 ***********************************************************************
 BB0195  DESIGNATION -  Y 732
 BB0195  PID         -  BB0195
 BB0195  STATE/COUNTY-  TX/PRESIDIO
 BB0195  USGS QUAD   -  LAS CONCHAS (1980)
 BB0195
 BB0195                         *CURRENT SURVEY CONTROL
 BB0195  ___________________________________________________________________
 BB0195* NAD 83(1986)-  29 53 15.     (N)    104 38 53.     (W)     SCALED    
 BB0195* NAVD 88     -       828.834  (meters)    2719.27   (feet)  POSTED    
 BB0195  ___________________________________________________________________
 BB0195  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BB0195  DYNAMIC HT  -         827.480 (meters)    2714.82  (feet)  COMP
 BB0195  MODELED GRAV-     978,981.4   (mgal)                       NAVD 88
 BB0195
 BB0195  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0195
 BB0195.The horizontal coordinates were scaled from a topographic map and have
 BB0195.an estimated accuracy of +/- 6 seconds.
 BB0195
 BB0195.The orthometric height was determined by differential leveling
 BB0195.and adjusted by the National Geodetic Survey in 1992..
 BB0195.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0195.rate of 1.1 thru 2.0 mm/km.
 BB0195
 BB0195.The geoid height was determined by GEOID03.
 BB0195
 BB0195.The dynamic height is computed by dividing the NAVD 88
 BB0195.geopotential number by the normal gravity value computed on the
 BB0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0195.degrees latitude (g = 980.6199 gals.).
 BB0195
 BB0195.The modeled gravity was interpolated from observed gravity values.
 BB0195
 BB0195;                    North         East    Units  Estimated Accuracy
 BB0195;SPC TXSC     - 4,240,830.       54,690.      MT  (+/- 180 meters Scaled)
 BB0195
 BB0195                          SUPERSEDED SURVEY CONTROL
 BB0195
 BB0195  NGVD 29 (??/??/92)  828.366  (m)         2717.73   (f) ADJ UNCH    2 0
 BB0195
 BB0195.Superseded values are not recommended for survey control.
 BB0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0195.See file dsdata.txt to determine how the superseded data were derived.
 BB0195
 BB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP339063(NAD 83)
 BB0195_MARKER: DB = BENCH MARK DISK
 BB0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0195_STAMPING: Y 732 1943
 BB0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0195+STABILITY: SURFACE MOTION
 BB0195
 BB0195  HISTORY     - Date     Condition        Report By
 BB0195  HISTORY     - 1943     MONUMENTED       CGS
 BB0195
 BB0195                          STATION DESCRIPTION
 BB0195
 BB0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0195'7.3 MI SE FROM RUIDOSA.
 BB0195'THIS MARK IS 7.3 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0195'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, SET AT A POINT WHERE THE ROAD
 BB0195'GOES THROUGH A CUT, SET ON THE TOP OF A MESA, 32.5 FEET WEST OF THE
 BB0195'CENTERLINE OF THE ROAD, PROJECTING 6-INCHES ABOVE THE GROUND, 2.0 FEET
 BB0195'SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0031 ***********************************************************************
 CD0031  DESIGNATION -  Y 733
 CD0031  PID         -  CD0031
 CD0031  STATE/COUNTY-  TX/CULBERSON
 CD0031  USGS QUAD   -  CASTILE HILL (1973)
 CD0031
 CD0031                         *CURRENT SURVEY CONTROL
 CD0031  ___________________________________________________________________
 CD0031* NAD 83(1986)-  31 49 57.     (N)    104 15 57.     (W)     SCALED    
 CD0031* NAVD 88     -      1107.145  (meters)    3632.36   (feet)  ADJUSTED  
 CD0031  ___________________________________________________________________
 CD0031  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 CD0031  DYNAMIC HT  -        1105.466 (meters)    3626.85  (feet)  COMP
 CD0031  MODELED GRAV-     979,085.9   (mgal)                       NAVD 88
 CD0031
 CD0031  VERT ORDER  -  SECOND    CLASS 0
 CD0031
 CD0031.The horizontal coordinates were scaled from a topographic map and have
 CD0031.an estimated accuracy of +/- 6 seconds.
 CD0031
 CD0031.The orthometric height was determined by differential leveling
 CD0031.and adjusted by the National Geodetic Survey in June 1991..
 CD0031
 CD0031.The geoid height was determined by GEOID03.
 CD0031
 CD0031.The dynamic height is computed by dividing the NAVD 88
 CD0031.geopotential number by the normal gravity value computed on the
 CD0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0031.degrees latitude (g = 980.6199 gals.).
 CD0031
 CD0031.The modeled gravity was interpolated from observed gravity values.
 CD0031
 CD0031;                    North         East    Units  Estimated Accuracy
 CD0031;SPC TX C     - 3,246,680.      327,810.      MT  (+/- 180 meters Scaled)
 CD0031
 CD0031                          SUPERSEDED SURVEY CONTROL
 CD0031
 CD0031  NGVD 29 (??/??/92) 1106.628  (m)         3630.66   (f) ADJ UNCH    2 0
 CD0031
 CD0031.Superseded values are not recommended for survey control.
 CD0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0031.See file dsdata.txt to determine how the superseded data were derived.
 CD0031
 CD0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER694221(NAD 83)
 CD0031_MARKER: DB = BENCH MARK DISK
 CD0031_SETTING: 0 = UNSPECIFIED SETTING
 CD0031_STAMPING: Y 733 1943
 CD0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0031
 CD0031  HISTORY     - Date     Condition        Report By
 CD0031  HISTORY     - 1943     MONUMENTED       CGS
 CD0031
 CD0031                          STATION DESCRIPTION
 CD0031
 CD0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0031'22.7 MI W FROM ORLA.
 CD0031'THIS MARK IS 22.7 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0031'ORLA, SET AT A CATTLE GUARD, 700.0 FEET NORTH OF A WELL, 2.0 FEET EAST
 CD0031'OF A FENCE RUNNING NORTH-SOUTH, 20.0 FEET SOUTH OF THE SOUTH END OF
 CD0031'THE CATTLE GUARD, 25.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.0
 CD0031'FEET NORTH OF A WHITE REFERENCE POST, PROJECTING 6-INCHES ABOVE THE
 CD0031'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0350 ***********************************************************************
 BA0350  DESIGNATION -  Y 734
 BA0350  PID         -  BA0350
 BA0350  STATE/COUNTY-  TX/BREWSTER
 BA0350  USGS QUAD   -  DUFF SPRINGS (1983)
 BA0350
 BA0350                         *CURRENT SURVEY CONTROL
 BA0350  ___________________________________________________________________
 BA0350* NAD 83(1986)-  29 54 16.     (N)    103 37 52.     (W)     SCALED    
 BA0350* NAVD 88     -      1187.555  (meters)    3896.17   (feet)  POSTED    
 BA0350  ___________________________________________________________________
 BA0350  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 BA0350  DYNAMIC HT  -        1185.600 (meters)    3889.76  (feet)  COMP
 BA0350  MODELED GRAV-     978,953.1   (mgal)                       NAVD 88
 BA0350
 BA0350  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0350
 BA0350.The horizontal coordinates were scaled from a topographic map and have
 BA0350.an estimated accuracy of +/- 6 seconds.
 BA0350
 BA0350.The orthometric height was determined by differential leveling
 BA0350.and adjusted by the National Geodetic Survey in 1992..
 BA0350.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0350.rate of 2.1 thru 3.0 mm/km.
 BA0350
 BA0350.The geoid height was determined by GEOID03.
 BA0350
 BA0350.The dynamic height is computed by dividing the NAVD 88
 BA0350.geopotential number by the normal gravity value computed on the
 BA0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0350.degrees latitude (g = 980.6199 gals.).
 BA0350
 BA0350.The modeled gravity was interpolated from observed gravity values.
 BA0350
 BA0350;                    North         East    Units  Estimated Accuracy
 BA0350;SPC TXSC     - 4,238,390.      152,890.      MT  (+/- 180 meters Scaled)
 BA0350
 BA0350                          SUPERSEDED SURVEY CONTROL
 BA0350
 BA0350  NGVD 29 (??/??/92) 1187.070  (m)         3894.58   (f) ADJ UNCH    2 0
 BA0350
 BA0350.Superseded values are not recommended for survey control.
 BA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0350.See file dsdata.txt to determine how the superseded data were derived.
 BA0350
 BA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP321089(NAD 83)
 BA0350_MARKER: DB = BENCH MARK DISK
 BA0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0350_STAMPING: Y 734 1943
 BA0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0350+STABILITY: SURFACE MOTION
 BA0350
 BA0350  HISTORY     - Date     Condition        Report By
 BA0350  HISTORY     - 1943     MONUMENTED       CGS
 BA0350  HISTORY     - 1958     GOOD             NGS
 BA0350
 BA0350                          STATION DESCRIPTION
 BA0350
 BA0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0350'7.85 MI NE FROM O 2 RANCH.
 BA0350'ABOUT 7.85 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0350'HEADQUARTERS, 47 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0350'0.5 MILES NORTHEAST OF A SHEER ROCK WALL OF A FLAT TOPPED MESA, 2 FEET
 BA0350'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BA0350'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0327 ***********************************************************************
 FM0327  DESIGNATION -  Y 735
 FM0327  PID         -  FM0327
 FM0327  STATE/COUNTY-  TX/POTTER
 FM0327  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0327
 FM0327                         *CURRENT SURVEY CONTROL
 FM0327  ___________________________________________________________________
 FM0327* NAD 83(1986)-  35 15 55.     (N)    102 00 44.     (W)     SCALED    
 FM0327* NAVD 88     -      1076.057  (meters)    3530.36   (feet)  ADJUSTED  
 FM0327  ___________________________________________________________________
 FM0327  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FM0327  DYNAMIC HT  -        1074.776 (meters)    3526.16  (feet)  COMP
 FM0327  MODELED GRAV-     979,407.7   (mgal)                       NAVD 88
 FM0327
 FM0327  VERT ORDER  -  SECOND    CLASS 0
 FM0327
 FM0327.The horizontal coordinates were scaled from a topographic map and have
 FM0327.an estimated accuracy of +/- 6 seconds.
 FM0327
 FM0327.The orthometric height was determined by differential leveling
 FM0327.and adjusted by the National Geodetic Survey in June 1991..
 FM0327
 FM0327.The geoid height was determined by GEOID03.
 FM0327
 FM0327.The dynamic height is computed by dividing the NAVD 88
 FM0327.geopotential number by the normal gravity value computed on the
 FM0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0327.degrees latitude (g = 980.6199 gals.).
 FM0327
 FM0327.The modeled gravity was interpolated from observed gravity values.
 FM0327
 FM0327;                    North         East    Units  Estimated Accuracy
 FM0327;SPC TX N     - 1,140,490.      153,400.      MT  (+/- 180 meters Scaled)
 FM0327
 FM0327                          SUPERSEDED SURVEY CONTROL
 FM0327
 FM0327  NGVD 29 (??/??/92) 1075.570  (m)         3528.77   (f) ADJ UNCH    2 0
 FM0327
 FM0327.Superseded values are not recommended for survey control.
 FM0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0327.See file dsdata.txt to determine how the superseded data were derived.
 FM0327
 FM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV717065(NAD 83)
 FM0327_MARKER: DB = BENCH MARK DISK
 FM0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0327_STAMPING: Y 735 1943
 FM0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0327+STABILITY: SURFACE MOTION
 FM0327
 FM0327  HISTORY     - Date     Condition        Report By
 FM0327  HISTORY     - 1934     MONUMENTED       CGS
 FM0327  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0327
 FM0327                          STATION DESCRIPTION
 FM0327
 FM0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0327'13.7 MI NW FROM AMARILLO.
 FM0327'ABOUT 13.7 MILES NORTHWEST OF AMARILLO, POTTER COUNTY.  REACHED BY
 FM0327'GOING 7.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY
 FM0327'FROM THE STATION, THENCE 1.3 MILES WEST AND 0.4 MILE SOUTH ALONG
 FM0327'GRADED ROADS, THENCE WEST ALONG THE TASCOSA ROAD FOR 4.4 MILES. THE
 FM0327'BENCH MARK IS ABOUT 0.4 MILE EAST OF THE CREST OF A HIGH RIDGE, 185
 FM0327'FEET EAST OF A CORRIGATED IRON CULVERT, 47 FEET SOUTH OF THE CENTER
 FM0327'LINE OF THE ROAD, A BENCH MARK DISK SET IN TOP OF A CONCRETE POST.
 FM0327'NOTE-- HIGHWAY REBUILT.
 FM0327
 FM0327                          STATION RECOVERY (1966)
 FM0327
 FM0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0160 ***********************************************************************
 BQ0160  DESIGNATION -  Y 737
 BQ0160  PID         -  BQ0160
 BQ0160  STATE/COUNTY-  TX/PRESIDIO
 BQ0160  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0160
 BQ0160                         *CURRENT SURVEY CONTROL
 BQ0160  ___________________________________________________________________
 BQ0160* NAD 83(1986)-  30 08 26.     (N)    104 02 18.     (W)     SCALED    
 BQ0160* NAVD 88     -      1322.594  (meters)    4339.21   (feet)  ADJUSTED  
 BQ0160  ___________________________________________________________________
 BQ0160  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BQ0160  DYNAMIC HT  -        1320.388 (meters)    4331.97  (feet)  COMP
 BQ0160  MODELED GRAV-     978,928.8   (mgal)                       NAVD 88
 BQ0160
 BQ0160  VERT ORDER  -  SECOND    CLASS 0
 BQ0160
 BQ0160.The horizontal coordinates were scaled from a topographic map and have
 BQ0160.an estimated accuracy of +/- 6 seconds.
 BQ0160
 BQ0160.The orthometric height was determined by differential leveling
 BQ0160.and adjusted by the National Geodetic Survey in June 1991..
 BQ0160
 BQ0160.The geoid height was determined by GEOID03.
 BQ0160
 BQ0160.The dynamic height is computed by dividing the NAVD 88
 BQ0160.geopotential number by the normal gravity value computed on the
 BQ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0160.degrees latitude (g = 980.6199 gals.).
 BQ0160
 BQ0160.The modeled gravity was interpolated from observed gravity values.
 BQ0160
 BQ0160;                    North         East    Units  Estimated Accuracy
 BQ0160;SPC TXSC     - 4,266,160.      114,730.      MT  (+/- 180 meters Scaled)
 BQ0160
 BQ0160                          SUPERSEDED SURVEY CONTROL
 BQ0160
 BQ0160  NGVD 29 (??/??/92) 1322.123  (m)         4337.67   (f) ADJ UNCH    2 0
 BQ0160
 BQ0160.Superseded values are not recommended for survey control.
 BQ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0160.See file dsdata.txt to determine how the superseded data were derived.
 BQ0160
 BQ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP926347(NAD 83)
 BQ0160_MARKER: DB = BENCH MARK DISK
 BQ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0160_STAMPING: Y 737 1943
 BQ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0160+STABILITY: SURFACE MOTION
 BQ0160
 BQ0160  HISTORY     - Date     Condition        Report By
 BQ0160  HISTORY     - 1943     MONUMENTED       CGS
 BQ0160  HISTORY     - 1958     GOOD             NGS
 BQ0160
 BQ0160                          STATION DESCRIPTION
 BQ0160
 BQ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0160'13.9 MI S FROM MARFA.
 BQ0160'ABOUT 7.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0160'NEW ORLEANS RAILROAD STATION AT MARFA, THENCE ABOUT 6.25 MILES
 BQ0160'SOUTHEAST ALONG FARM ROAD 169, THENCE ABOUT 0.25 MILE WEST ACROSS A
 BQ0160'PASTURE TO OLD ROAD, 26 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 BQ0160'OLD ROAD, ABOUT 0.3 MILE NORTHEAST OF A STEEL WINDMILL, ABOUT 0.15
 BQ0160'MILE EAST OF A NORTH-SOUTH POWER LINE, 200 FEET WEST-SOUTHWEST OF THE
 BQ0160'WEST EDGE OF A DEEP WASH, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 BQ0160'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0338 ***********************************************************************
 BA0338  DESIGNATION -  Y 738
 BA0338  PID         -  BA0338
 BA0338  STATE/COUNTY-  TX/BREWSTER
 BA0338  USGS QUAD   -  STRADDLEBUG MOUNTAIN (1983)
 BA0338
 BA0338                         *CURRENT SURVEY CONTROL
 BA0338  ___________________________________________________________________
 BA0338* NAD 83(1986)-  29 49 37.     (N)    103 44 33.     (W)     SCALED    
 BA0338* NAVD 88     -      1137.099  (meters)    3730.63   (feet)  POSTED    
 BA0338  ___________________________________________________________________
 BA0338  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0338  DYNAMIC HT  -        1135.240 (meters)    3724.53  (feet)  COMP
 BA0338  MODELED GRAV-     978,965.1   (mgal)                       NAVD 88
 BA0338
 BA0338  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0338
 BA0338.The horizontal coordinates were scaled from a topographic map and have
 BA0338.an estimated accuracy of +/- 6 seconds.
 BA0338
 BA0338.The orthometric height was determined by differential leveling
 BA0338.and adjusted by the National Geodetic Survey in 1992..
 BA0338.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0338.rate of 2.1 thru 3.0 mm/km.
 BA0338
 BA0338.The geoid height was determined by GEOID03.
 BA0338
 BA0338.The dynamic height is computed by dividing the NAVD 88
 BA0338.geopotential number by the normal gravity value computed on the
 BA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0338.degrees latitude (g = 980.6199 gals.).
 BA0338
 BA0338.The modeled gravity was interpolated from observed gravity values.
 BA0338
 BA0338;                    North         East    Units  Estimated Accuracy
 BA0338;SPC TXSC     - 4,230,240.      141,790.      MT  (+/- 180 meters Scaled)
 BA0338
 BA0338                          SUPERSEDED SURVEY CONTROL
 BA0338
 BA0338  NGVD 29 (??/??/92) 1136.680  (m)         3729.26   (f) ADJ UNCH    2 0
 BA0338
 BA0338.Superseded values are not recommended for survey control.
 BA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0338.See file dsdata.txt to determine how the superseded data were derived.
 BA0338
 BA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP214002(NAD 83)
 BA0338_MARKER: DB = BENCH MARK DISK
 BA0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0338_STAMPING: Y 738 1943
 BA0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0338+STABILITY: SURFACE MOTION
 BA0338
 BA0338  HISTORY     - Date     Condition        Report By
 BA0338  HISTORY     - 1943     MONUMENTED       CGS
 BA0338  HISTORY     - 1958     GOOD             NGS
 BA0338
 BA0338                          STATION DESCRIPTION
 BA0338
 BA0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0338'1.45 MI S FROM O 2 RANCH.
 BA0338'ABOUT 1.45 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0338'HEADQUARTERS, 53 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.3
 BA0338'MILE SOUTH OF A WASH, ON THE INSIDE OF A SLIGHT CURVE IN THE ROAD, 1
 BA0338'1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BA0338'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0268 ***********************************************************************
 BA0268  DESIGNATION -  Y 739
 BA0268  PID         -  BA0268
 BA0268  STATE/COUNTY-  TX/BREWSTER
 BA0268  USGS QUAD   -  BUCK HILL (1983)
 BA0268
 BA0268                         *CURRENT SURVEY CONTROL
 BA0268  ___________________________________________________________________
 BA0268* NAD 83(1986)-  29 48 02.     (N)    103 33 36.     (W)     SCALED    
 BA0268* NAVD 88     -      1148.818  (meters)    3769.08   (feet)  ADJUSTED  
 BA0268  ___________________________________________________________________
 BA0268  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 BA0268  DYNAMIC HT  -        1146.937 (meters)    3762.91  (feet)  COMP
 BA0268  MODELED GRAV-     978,965.6   (mgal)                       NAVD 88
 BA0268
 BA0268  VERT ORDER  -  SECOND    CLASS 0
 BA0268
 BA0268.The horizontal coordinates were scaled from a topographic map and have
 BA0268.an estimated accuracy of +/- 6 seconds.
 BA0268
 BA0268.The orthometric height was determined by differential leveling
 BA0268.and adjusted by the National Geodetic Survey in June 1991..
 BA0268
 BA0268.The geoid height was determined by GEOID03.
 BA0268
 BA0268.The dynamic height is computed by dividing the NAVD 88
 BA0268.geopotential number by the normal gravity value computed on the
 BA0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0268.degrees latitude (g = 980.6199 gals.).
 BA0268
 BA0268.The modeled gravity was interpolated from observed gravity values.
 BA0268
 BA0268;                    North         East    Units  Estimated Accuracy
 BA0268;SPC TXSC     - 4,226,620.      159,300.      MT  (+/- 180 meters Scaled)
 BA0268
 BA0268                          SUPERSEDED SURVEY CONTROL
 BA0268
 BA0268  NGVD 29 (??/??/92) 1148.359  (m)         3767.57   (f) ADJ UNCH    2 0
 BA0268
 BA0268.Superseded values are not recommended for survey control.
 BA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0268.See file dsdata.txt to determine how the superseded data were derived.
 BA0268
 BA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN391975(NAD 83)
 BA0268_MARKER: DB = BENCH MARK DISK
 BA0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0268_STAMPING: Y 739 1943
 BA0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0268+STABILITY: SURFACE MOTION
 BA0268
 BA0268  HISTORY     - Date     Condition        Report By
 BA0268  HISTORY     - 1943     MONUMENTED       CGS
 BA0268  HISTORY     - 1958     GOOD             NGS
 BA0268
 BA0268                          STATION DESCRIPTION
 BA0268
 BA0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0268'43.6 MI S FROM ALPINE.
 BA0268'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0268'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0268'118, THENCE ABOUT 0.35 MILE EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0268'THE A. M. POTTER RANCH, THENCE ABOUT 0.6 MILE EAST-SOUTHEAST ALONG A
 BA0268'DIM TRACK ROAD.  38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.25
 BA0268'MILE EAST-NORTHEAST OF A DIRT STOCK TANK, 139 FEET NORTH OF AN
 BA0268'EAST-WEST FENCE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 BA0268'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0289 ***********************************************************************
 CA0289  DESIGNATION -  Y 74 RESET 1969
 CA0289  PID         -  CA0289
 CA0289  STATE/COUNTY-  TX/BROWN
 CA0289  USGS QUAD   -  BROWNWOOD (1996)
 CA0289
 CA0289                         *CURRENT SURVEY CONTROL
 CA0289  ___________________________________________________________________
 CA0289* NAD 83(1986)-  31 43 03.     (N)    098 59 06.     (W)     SCALED    
 CA0289* NAVD 88     -       410.18   (+/-2cm)    1345.7    (feet)  VERTCON   
 CA0289  ___________________________________________________________________
 CA0289  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CA0289
 CA0289  VERT ORDER  -  THIRD (See Below)
 CA0289
 CA0289.The horizontal coordinates were scaled from a topographic map and have
 CA0289.an estimated accuracy of +/- 6 seconds.
 CA0289
 CA0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0289.The vertical order pertains to the NGVD 29 superseded value.
 CA0289
 CA0289.The geoid height was determined by GEOID03.
 CA0289
 CA0289;                    North         East    Units  Estimated Accuracy
 CA0289;SPC TX C     - 3,228,130.      827,790.      MT  (+/- 180 meters Scaled)
 CA0289
 CA0289                          SUPERSEDED SURVEY CONTROL
 CA0289
 CA0289  NGVD 29 (01/29/03)  410.09   (m)         1345.4    (f) RESET       3  
 CA0289
 CA0289.Superseded values are not recommended for survey control.
 CA0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0289.See file dsdata.txt to determine how the superseded data were derived.
 CA0289
 CA0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA014091(NAD 83)
 CA0289_MARKER: DB = BENCH MARK DISK
 CA0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0289_STAMPING: Y 74 1931 RESET 1969
 CA0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0289+STABILITY: SURFACE MOTION
 CA0289
 CA0289  HISTORY     - Date     Condition        Report By
 CA0289  HISTORY     - 1969     MONUMENTED       CGS
 CA0289  HISTORY     - 1976     GOOD             USGS
 CA0289  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0289
 CA0289                          STATION DESCRIPTION
 CA0289
 CA0289'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CA0289'IN BROWNWOOD.
 CA0289'AT BROWNWOOD, BROWN COUNTY, AT THE INTERSECTION OF CENTER AND AUSTIN
 CA0289'STREETS, AT THE HOWARD PAYNE UNIVERSITY CAMPUS, AT THE NORTHEAST
 CA0289'CORNER OF THE GROUNDS OF THE ADMINISTRATION BUILDING, 57 FT. FROM
 CA0289'CENTERLINE AUSTIN AVE., 30 FT. FROM CENTERLINE CENTER AVE., JUST
 CA0289'INSIDE THE SIDEWALK IN A FLOWER BED.  A STANDARD DISK, STAMPED Y 74
 CA0289'1931 RESET 1969 AND SET IN THE TOP OF A CONCRETE POST.
 CA0289
 CA0289                          STATION RECOVERY (1982)
 CA0289
 CA0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0289'THE TEXAS STATE HIGHWAY DEPARTMENT STATED THAT THIS MARK IS NOW UNDER
 CA0289'A BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0087 ***********************************************************************
 BA0087  DESIGNATION -  Y 740
 BA0087  PID         -  BA0087
 BA0087  STATE/COUNTY-  TX/BREWSTER
 BA0087  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0087
 BA0087                         *CURRENT SURVEY CONTROL
 BA0087  ___________________________________________________________________
 BA0087* NAD 83(1986)-  29 38 11.     (N)    103 13 03.     (W)     SCALED    
 BA0087* NAVD 88     -       865.096  (meters)    2838.24   (feet)  ADJUSTED  
 BA0087  ___________________________________________________________________
 BA0087  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 BA0087  DYNAMIC HT  -         863.719 (meters)    2833.72  (feet)  COMP
 BA0087  MODELED GRAV-     979,021.6   (mgal)                       NAVD 88
 BA0087
 BA0087  VERT ORDER  -  SECOND    CLASS 0
 BA0087
 BA0087.The horizontal coordinates were scaled from a topographic map and have
 BA0087.an estimated accuracy of +/- 6 seconds.
 BA0087
 BA0087.The orthometric height was determined by differential leveling
 BA0087.and adjusted by the National Geodetic Survey in June 1991..
 BA0087
 BA0087.The geoid height was determined by GEOID03.
 BA0087
 BA0087.The dynamic height is computed by dividing the NAVD 88
 BA0087.geopotential number by the normal gravity value computed on the
 BA0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0087.degrees latitude (g = 980.6199 gals.).
 BA0087
 BA0087.The modeled gravity was interpolated from observed gravity values.
 BA0087
 BA0087;                    North         East    Units  Estimated Accuracy
 BA0087;SPC TXSC     - 4,207,190.      191,730.      MT  (+/- 180 meters Scaled)
 BA0087
 BA0087                          SUPERSEDED SURVEY CONTROL
 BA0087
 BA0087  NGVD 29 (??/??/92)  864.737  (m)         2837.06   (f) ADJ UNCH    2 0
 BA0087
 BA0087.Superseded values are not recommended for survey control.
 BA0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0087.See file dsdata.txt to determine how the superseded data were derived.
 BA0087
 BA0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN725798(NAD 83)
 BA0087_MARKER: DB = BENCH MARK DISK
 BA0087_SETTING: 80 = SET IN A BOULDER
 BA0087_SP_SET: BOULDER
 BA0087_STAMPING: Y 740 1943
 BA0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0087+STABILITY: SURFACE MOTION
 BA0087
 BA0087  HISTORY     - Date     Condition        Report By
 BA0087  HISTORY     - 1943     MONUMENTED       CGS
 BA0087  HISTORY     - 1958     GOOD             NGS
 BA0087  HISTORY     - 1967     GOOD             USGS
 BA0087
 BA0087                          STATION DESCRIPTION
 BA0087
 BA0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0087'5.7 MI SW FROM PERSIMMON GAP.
 BA0087'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0087'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0087'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0087'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0087'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE
 BA0087'ABOUT 1.95 MILE WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0087'TANKS AND A WINDMILL, THENCE ABOUT 0.2 MILE NORTH ALONG A DIM TRACK
 BA0087'ROAD.  207 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, ABOUT 0.1
 BA0087'MILE SOUTH OF A SMALL HILL ON THE SOUTH SIDE OF A LOWMESA, 3 FEET
 BA0087'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A FLAT
 BA0087'SANDSTONE BOULDER PROJECTING 8 INCHES.
 BA0087
 BA0087                          STATION RECOVERY (1967)
 BA0087
 BA0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BA0087'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM THE TOP OF
 BA0087'PERSIMMON GAP, THENCE 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK
 BA0087'ROAD, THENCE 0.65 MILES SOUTHWEST ALONG THE NORTHWEST SIDE OF A
 BA0087'FENCE, CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE 0.35
 BA0087'MILES SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE,
 BA0087'THENCE 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0087'TANKS AND A WINDMILL, THENCE 0.2 MILES NORTH ALONG A DIM TRACK ROAD,
 BA0087'207 FEET EAST OF THE CENTERLINE OF THE DIM TRACK ROAD, 0.1 MILES
 BA0087'SOUTH OF A SMALL HILL ON THE SOUTH SIDE OF A LOW MESA, 3 FEET
 BA0087'SOUTHWEST OF A WHITE WOODEN WITNESS POST. AND IN THE TOP OF A FLAT
 BA0087'SANDSTONE BOULDER PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0048 ***********************************************************************
 BA0048  DESIGNATION -  Y 741
 BA0048  PID         -  BA0048
 BA0048  STATE/COUNTY-  TX/BREWSTER
 BA0048  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0048
 BA0048                         *CURRENT SURVEY CONTROL
 BA0048  ___________________________________________________________________
 BA0048* NAD 83(1986)-  29 44 27.     (N)    103 09 19.     (W)     SCALED    
 BA0048* NAVD 88     -       827.428  (meters)    2714.65   (feet)  ADJUSTED  
 BA0048  ___________________________________________________________________
 BA0048  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BA0048  DYNAMIC HT  -         826.120 (meters)    2710.36  (feet)  COMP
 BA0048  MODELED GRAV-     979,035.0   (mgal)                       NAVD 88
 BA0048
 BA0048  VERT ORDER  -  FIRST     CLASS II
 BA0048
 BA0048.The horizontal coordinates were scaled from a topographic map and have
 BA0048.an estimated accuracy of +/- 6 seconds.
 BA0048
 BA0048.The orthometric height was determined by differential leveling
 BA0048.and adjusted by the National Geodetic Survey in June 1991..
 BA0048
 BA0048.The geoid height was determined by GEOID03.
 BA0048
 BA0048.The dynamic height is computed by dividing the NAVD 88
 BA0048.geopotential number by the normal gravity value computed on the
 BA0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0048.degrees latitude (g = 980.6199 gals.).
 BA0048
 BA0048.The modeled gravity was interpolated from observed gravity values.
 BA0048
 BA0048;                    North         East    Units  Estimated Accuracy
 BA0048;SPC TXSC     - 4,218,540.      198,170.      MT  (+/- 180 meters Scaled)
 BA0048
 BA0048                          SUPERSEDED SURVEY CONTROL
 BA0048
 BA0048  NGVD 29 (??/??/92)  827.092  (m)         2713.55   (f) ADJ UNCH    1 2
 BA0048
 BA0048.Superseded values are not recommended for survey control.
 BA0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0048.See file dsdata.txt to determine how the superseded data were derived.
 BA0048
 BA0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN783914(NAD 83)
 BA0048_MARKER: DB = BENCH MARK DISK
 BA0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BA0048_SP_SET: BRIDGE WINGWALL
 BA0048_STAMPING: Y 741 1943
 BA0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0048
 BA0048  HISTORY     - Date     Condition        Report By
 BA0048  HISTORY     - 1943     MONUMENTED       CGS
 BA0048  HISTORY     - 1967     GOOD             NGS
 BA0048
 BA0048                          STATION DESCRIPTION
 BA0048
 BA0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0048'4.95 MI N FROM PERSIMMON GAP.
 BA0048'ABOUT 4.95 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0048'PERSIMMON GAP, THENCE 0.25 MILES NORTHEAST ACROSS A MESQUITE COVERED
 BA0048'BOTTOM TO AN ABANDONED CONCRETE BRIDGE OVER MARAVILLAS CREEK, IN THE
 BA0048'TOP OF THE EAST END OF THE WEST CONCRETE WING WALL, 8 FEET SOUTHWEST
 BA0048'OF THE CENTERLINE OF A DIM ROAD BED, 0.25 MILES SOUTHEAST OF TWO
 BA0048'WINDMILLS AND A SMALL HOUSE, 0.3 MILES SOUTH OF B. M. X 741, 200 FEET
 BA0048'NORTHWEST OF AND ACROSS THE CREEK FROM A PROMINENT HILL, AND ABOUT
 BA0048'LEVEL WITH THE OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0148 ***********************************************************************
 BA0148  DESIGNATION -  Y 742
 BA0148  PID         -  BA0148
 BA0148  STATE/COUNTY-  TX/BREWSTER
 BA0148  USGS QUAD   -  GLENN SPRING (1971)
 BA0148
 BA0148                         *CURRENT SURVEY CONTROL
 BA0148  ___________________________________________________________________
 BA0148* NAD 83(1986)-  29 10 17.     (N)    103 09 50.     (W)     SCALED    
 BA0148* NAVD 88     -       809.448  (meters)    2655.66   (feet)  ADJUSTED  
 BA0148  ___________________________________________________________________
 BA0148  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 BA0148  DYNAMIC HT  -         808.145 (meters)    2651.39  (feet)  COMP
 BA0148  MODELED GRAV-     979,007.4   (mgal)                       NAVD 88
 BA0148
 BA0148  VERT ORDER  -  FIRST     CLASS II
 BA0148
 BA0148.The horizontal coordinates were scaled from a topographic map and have
 BA0148.an estimated accuracy of +/- 6 seconds.
 BA0148
 BA0148.The orthometric height was determined by differential leveling
 BA0148.and adjusted by the National Geodetic Survey in June 1991..
 BA0148
 BA0148.The geoid height was determined by GEOID03.
 BA0148
 BA0148.The dynamic height is computed by dividing the NAVD 88
 BA0148.geopotential number by the normal gravity value computed on the
 BA0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0148.degrees latitude (g = 980.6199 gals.).
 BA0148
 BA0148.The modeled gravity was interpolated from observed gravity values.
 BA0148
 BA0148;                    North         East    Units  Estimated Accuracy
 BA0148;SPC TXSC     - 4,155,500.      195,090.      MT  (+/- 180 meters Scaled)
 BA0148
 BA0148                          SUPERSEDED SURVEY CONTROL
 BA0148
 BA0148  NGVD 29 (??/??/92)  809.066  (m)         2654.41   (f) ADJ UNCH    1 2
 BA0148
 BA0148.Superseded values are not recommended for survey control.
 BA0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0148.See file dsdata.txt to determine how the superseded data were derived.
 BA0148
 BA0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN785283(NAD 83)
 BA0148_MARKER: DB = BENCH MARK DISK
 BA0148_SETTING: 66 = SET IN ROCK OUTCROP
 BA0148_SP_SET: ROCK OUTCROP
 BA0148_STAMPING: Y 742 1943
 BA0148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0148+STABILITY: POSITION/ELEVATION WELL
 BA0148
 BA0148  HISTORY     - Date     Condition        Report By
 BA0148  HISTORY     - 1943     MONUMENTED       CGS
 BA0148  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0148
 BA0148                          STATION DESCRIPTION
 BA0148
 BA0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0148'1.0 MI SW FROM GLENN SPRINGS.
 BA0148'0.2 MILE EAST OF THE SUMMIT OF A HILL, ABOUT 100 FEET SOUTHWEST OF A
 BA0148'CURVE, 25.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, IN THE TOP
 BA0148'OF A ROCK OUTCROP (THE LETTERS BM ARE PAINTED JUST ABOVE THE MARK),
 BA0148'AND ABOUT 3 FEET ABOVE THE ROAD.  A STANDARD DISK, STAMPED Y 742 1943
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0243 ***********************************************************************
 BA0243  DESIGNATION -  Y 744
 BA0243  PID         -  BA0243
 BA0243  STATE/COUNTY-  TX/PRESIDIO
 BA0243  USGS QUAD   -  SAUCEDA RANCH (1971)
 BA0243
 BA0243                         *CURRENT SURVEY CONTROL
 BA0243  ___________________________________________________________________
 BA0243* NAD 83(1986)-  29 28 29.     (N)    103 56 43.     (W)     SCALED    
 BA0243* NAVD 88     -      1281.141  (meters)    4203.21   (feet)  ADJUSTED  
 BA0243  ___________________________________________________________________
 BA0243  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BA0243  DYNAMIC HT  -        1278.984 (meters)    4196.13  (feet)  COMP
 BA0243  MODELED GRAV-     978,914.0   (mgal)                       NAVD 88
 BA0243
 BA0243  VERT ORDER  -  FIRST     CLASS II
 BA0243
 BA0243.The horizontal coordinates were scaled from a topographic map and have
 BA0243.an estimated accuracy of +/- 6 seconds.
 BA0243
 BA0243.The orthometric height was determined by differential leveling
 BA0243.and adjusted by the National Geodetic Survey in June 1991..
 BA0243
 BA0243.The geoid height was determined by GEOID03.
 BA0243
 BA0243.The dynamic height is computed by dividing the NAVD 88
 BA0243.geopotential number by the normal gravity value computed on the
 BA0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0243.degrees latitude (g = 980.6199 gals.).
 BA0243
 BA0243.The modeled gravity was interpolated from observed gravity values.
 BA0243
 BA0243;                    North         East    Units  Estimated Accuracy
 BA0243;SPC TXSC     - 4,192,050.      120,560.      MT  (+/- 180 meters Scaled)
 BA0243
 BA0243                          SUPERSEDED SURVEY CONTROL
 BA0243
 BA0243  NGVD 29 (??/??/92) 1280.782  (m)         4202.03   (f) ADJ UNCH    1 2
 BA0243
 BA0243.Superseded values are not recommended for survey control.
 BA0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0243.See file dsdata.txt to determine how the superseded data were derived.
 BA0243
 BA0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN022610(NAD 83)
 BA0243_MARKER: DB = BENCH MARK DISK
 BA0243_SETTING: 66 = SET IN ROCK OUTCROP
 BA0243_SP_SET: ROCK OUTCROP
 BA0243_STAMPING: Y 744 1943
 BA0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0243+STABILITY: POSITION/ELEVATION WELL
 BA0243
 BA0243  HISTORY     - Date     Condition        Report By
 BA0243  HISTORY     - 1943     MONUMENTED       CGS
 BA0243  HISTORY     - 1958     GOOD             NGS
 BA0243
 BA0243                          STATION DESCRIPTION
 BA0243
 BA0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0243'0.9 MI E FROM FOWLKES BROS RANCH.
 BA0243'ABOUT 0.9 MILE EAST ALONG A WINDING BLADED ROAD FROM THE FOWLKES BROS.
 BA0243'RANCH HOUSE, IN THE TOP OF A LARGE ROCK OUTCROP PROJECTING 2 1/2 FEET,
 BA0243'76 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE NORTHEAST
 BA0243'OF THE CROSSING OF A POWER LINE, 153 FEET NORTHEAST OF AND ACROSS THE
 BA0243'ROAD FROM A POWER POLE, 24 FEET NORTHEAST OF THE CENTER LINE OF A
 BA0243'SMALL WASH, NEAR A CAIRN, AND ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE
 BA0243'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0007 ***********************************************************************
 BA0007  DESIGNATION -  Y 745
 BA0007  PID         -  BA0007
 BA0007  STATE/COUNTY-  TX/BREWSTER
 BA0007  USGS QUAD   -  YELLOW HOUSE PEAK (1983)
 BA0007
 BA0007                         *CURRENT SURVEY CONTROL
 BA0007  ___________________________________________________________________
 BA0007* NAD 83(1986)-  29 50 11.     (N)    102 54 05.     (W)     SCALED    
 BA0007* NAVD 88     -       869.946  (meters)    2854.15   (feet)  ADJUSTED  
 BA0007  ___________________________________________________________________
 BA0007  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BA0007  DYNAMIC HT  -         868.581 (meters)    2849.67  (feet)  COMP
 BA0007  MODELED GRAV-     979,045.1   (mgal)                       NAVD 88
 BA0007
 BA0007  VERT ORDER  -  FIRST     CLASS II
 BA0007
 BA0007.The horizontal coordinates were scaled from a topographic map and have
 BA0007.an estimated accuracy of +/- 6 seconds.
 BA0007
 BA0007.The orthometric height was determined by differential leveling
 BA0007.and adjusted by the National Geodetic Survey in June 1991..
 BA0007
 BA0007.The geoid height was determined by GEOID03.
 BA0007
 BA0007.The dynamic height is computed by dividing the NAVD 88
 BA0007.geopotential number by the normal gravity value computed on the
 BA0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0007.degrees latitude (g = 980.6199 gals.).
 BA0007
 BA0007.The modeled gravity was interpolated from observed gravity values.
 BA0007
 BA0007;                    North         East    Units  Estimated Accuracy
 BA0007;SPC TXSC     - 4,228,280.      223,060.      MT  (+/- 180 meters Scaled)
 BA0007
 BA0007                          SUPERSEDED SURVEY CONTROL
 BA0007
 BA0007  NGVD 29 (??/??/92)  869.630  (m)         2853.11   (f) ADJ UNCH    1 2
 BA0007
 BA0007.Superseded values are not recommended for survey control.
 BA0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0007.See file dsdata.txt to determine how the superseded data were derived.
 BA0007
 BA0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP027025(NAD 83)
 BA0007_MARKER: DB = BENCH MARK DISK
 BA0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0007_STAMPING: Y 745 1943
 BA0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0007+STABILITY: SURFACE MOTION
 BA0007
 BA0007  HISTORY     - Date     Condition        Report By
 BA0007  HISTORY     - 1943     MONUMENTED       CGS
 BA0007  HISTORY     - 1966     GOOD             NGS
 BA0007  HISTORY     - 1976     GOOD             USGS
 BA0007
 BA0007                          STATION DESCRIPTION
 BA0007
 BA0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0007'23.0 MI NE FROM PERSIMMON GAP.
 BA0007'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0007'PERSIMMON GAP, THENCE 12.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0007'THENCE 4.55 MILES NORTHEAST ALONG THE OLD ROAD GRADE, 35 FEET
 BA0007'NORTHWEST OF THE CENTERLINE OF THE ROAD, 0.25 MILES NORTHWEST OF THE
 BA0007'JUNCTION OF A TRAIL ROAD LEADING SOUTHEAST, 122 FEET SOUTHWEST OF A
 BA0007'WIRE GATE ACROSS THE ROAD, ABOUT LEVEL WITH THE ROAD, 2 FEET SOUTHEAST
 BA0007'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0007'PROJECTING 4 INCHES.
 BA0007
 BA0007                          STATION RECOVERY (1976)
 BA0007
 BA0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0007'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE
 BA0007'INTERSECTION OF THE SOUTH END OF THE AIR STRIP AT THE DOVE MOUNTAIN
 BA0007'RANCH HEADQUARTERS AND THE COUNTY ROAD GO NORTH ON THE DIRT RANCH
 BA0007'ROAD FOR 0.7 MILE TO A CURVE. CONTINUE ON THE ROAD IN A NORTHEASTERLY
 BA0007'DIRECTION FOR 1.1 MILES TO AN EAST-WEST FENCE AND A CATTLE GUARD AND
 BA0007'A Y FORK. TAKE THE LEFT FORK AND GO NORTHWEST FOR 0.5 MILE TO A POINT
 BA0007'WHERE THE ROAD CURVES TO THE NORTH AND PARALLELS A FENCE AND
 BA0007'INTERSECTS AN ABANDONED ROAD BED. PASS THROUGH THE GATE IN THE FENCE
 BA0007'AND GO SOUTHWESTERLY ON THE OLD ROAD BED FOR 0.05 MILE TO THE MARK ON
 BA0007'THE RIGHT. THE MARK IS 124 FEET WEST OF THE NORTH-SOUTH FENCE, 35
 BA0007'FEET NORTH OF THE CENTERLINE OF THE OLD ROAD AND ABOUT THE SAME
 BA0007'ELEVATION AS THE ROAD. IT IS A STANDARD DISK SET IN THE TOP OF A SIX
 BA0007'INCH SQUARE CONCRETE POST, PROJECTING 8 INCHES, STAMPED Y 745 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0121 ***********************************************************************
 BA0121  DESIGNATION -  Y 746
 BA0121  PID         -  BA0121
 BA0121  STATE/COUNTY-  TX/BREWSTER
 BA0121  USGS QUAD   -  SMOKY CREEK (1971)
 BA0121
 BA0121                         *CURRENT SURVEY CONTROL
 BA0121  ___________________________________________________________________
 BA0121* NAD 83(1986)-  29 02 05.     (N)    103 22 55.     (W)     SCALED    
 BA0121* NAVD 88     -       640.173  (meters)    2100.30   (feet)  ADJUSTED  
 BA0121  ___________________________________________________________________
 BA0121  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 BA0121  DYNAMIC HT  -         639.137 (meters)    2096.90  (feet)  COMP
 BA0121  MODELED GRAV-     979,006.0   (mgal)                       NAVD 88
 BA0121
 BA0121  VERT ORDER  -  FIRST     CLASS II
 BA0121
 BA0121.The horizontal coordinates were scaled from a topographic map and have
 BA0121.an estimated accuracy of +/- 6 seconds.
 BA0121
 BA0121.The orthometric height was determined by differential leveling
 BA0121.and adjusted by the National Geodetic Survey in June 1991..
 BA0121
 BA0121.The geoid height was determined by GEOID03.
 BA0121
 BA0121.The dynamic height is computed by dividing the NAVD 88
 BA0121.geopotential number by the normal gravity value computed on the
 BA0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0121.degrees latitude (g = 980.6199 gals.).
 BA0121
 BA0121.The modeled gravity was interpolated from observed gravity values.
 BA0121
 BA0121;                    North         East    Units  Estimated Accuracy
 BA0121;SPC TXSC     - 4,141,140.      173,320.      MT  (+/- 180 meters Scaled)
 BA0121
 BA0121                          SUPERSEDED SURVEY CONTROL
 BA0121
 BA0121  NGVD 29 (??/??/92)  639.778  (m)         2099.01   (f) ADJ UNCH    1 2
 BA0121
 BA0121.Superseded values are not recommended for survey control.
 BA0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0121.See file dsdata.txt to determine how the superseded data were derived.
 BA0121
 BA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN575129(NAD 83)
 BA0121_MARKER: DB = BENCH MARK DISK
 BA0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0121_STAMPING: Y 746 1943
 BA0121_MARK LOGO: CGS   
 BA0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 BA0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0121+STABILITY: SURFACE MOTION
 BA0121
 BA0121  HISTORY     - Date     Condition        Report By
 BA0121  HISTORY     - 1943     MONUMENTED       CGS
 BA0121  HISTORY     - 1958     GOOD             NGS
 BA0121  HISTORY     - 19900318 GOOD             LOCENG
 BA0121
 BA0121                          STATION DESCRIPTION
 BA0121
 BA0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0121'13.5 MI SE FROM CASTOLON.
 BA0121'ABOUT 13.5 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0121'OFFICE AT CASTOLON, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BA0121'ABOUT 0.5 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST,
 BA0121'AT THE CREST OF A HILL, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 BA0121'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 BA0121'CONCRETE POST PROJECTING 2 INCHES.
 BA0121
 BA0121                          STATION RECOVERY (1990)
 BA0121
 BA0121'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (AWS)
 BA0121'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0185 ***********************************************************************
 BA0185  DESIGNATION -  Y 747
 BA0185  PID         -  BA0185
 BA0185  STATE/COUNTY-  TX/BREWSTER
 BA0185  USGS QUAD   -  GRAPEVINE HILLS (1971)
 BA0185
 BA0185                         *CURRENT SURVEY CONTROL
 BA0185  ___________________________________________________________________
 BA0185* NAD 83(1986)-  29 27 08.     (N)    103 08 14.     (W)     SCALED    
 BA0185* NAVD 88     -       857.006  (meters)    2811.69   (feet)  ADJUSTED  
 BA0185  ___________________________________________________________________
 BA0185  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 BA0185  DYNAMIC HT  -         855.629 (meters)    2807.18  (feet)  COMP
 BA0185  MODELED GRAV-     979,008.2   (mgal)                       NAVD 88
 BA0185
 BA0185  VERT ORDER  -  FIRST     CLASS II
 BA0185
 BA0185.The horizontal coordinates were scaled from a topographic map and have
 BA0185.an estimated accuracy of +/- 6 seconds.
 BA0185
 BA0185.The orthometric height was determined by differential leveling
 BA0185.and adjusted by the National Geodetic Survey in June 1991..
 BA0185
 BA0185.The geoid height was determined by GEOID03.
 BA0185
 BA0185.The dynamic height is computed by dividing the NAVD 88
 BA0185.geopotential number by the normal gravity value computed on the
 BA0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0185.degrees latitude (g = 980.6199 gals.).
 BA0185
 BA0185.The modeled gravity was interpolated from observed gravity values.
 BA0185
 BA0185;                    North         East    Units  Estimated Accuracy
 BA0185;SPC TXSC     - 4,186,510.      198,780.      MT  (+/- 180 meters Scaled)
 BA0185
 BA0185                          SUPERSEDED SURVEY CONTROL
 BA0185
 BA0185  NGVD 29 (??/??/92)  856.637  (m)         2810.48   (f) ADJ UNCH    1 2
 BA0185
 BA0185.Superseded values are not recommended for survey control.
 BA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0185.See file dsdata.txt to determine how the superseded data were derived.
 BA0185
 BA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN806595(NAD 83)
 BA0185_MARKER: DB = BENCH MARK DISK
 BA0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0185_STAMPING: Y 747 1943
 BA0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0185+STABILITY: SURFACE MOTION
 BA0185
 BA0185  HISTORY     - Date     Condition        Report By
 BA0185  HISTORY     - 1943     MONUMENTED       CGS
 BA0185  HISTORY     - 1967     GOOD             NGS
 BA0185  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0185
 BA0185                          STATION DESCRIPTION
 BA0185
 BA0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0185'16.05 MI S FROM PERSIMMON GAP.
 BA0185'ABOUT 16.05 MILES SOUTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0185'PERSIMMON GAP, 105 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 70
 BA0185'YARDS SOUTHWEST OF THE CENTERLINE OF A DIP, 1 FOOT WEST OF A WHITE
 BA0185'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, 1.2 MILES NORTH OF
 BA0185'B. M. Z 747, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BA0185
 BA0185                          STATION RECOVERY (2001)
 BA0185
 BA0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0174 ***********************************************************************
 BA0174  DESIGNATION -  Y 748
 BA0174  PID         -  BA0174
 BA0174  STATE/COUNTY-  TX/BREWSTER
 BA0174  USGS QUAD   -  PANTHER JUNCTION (1971)
 BA0174
 BA0174                         *CURRENT SURVEY CONTROL
 BA0174  ___________________________________________________________________
 BA0174* NAD 83(1986)-  29 18 35.     (N)    103 09 48.     (W)     SCALED    
 BA0174* NAVD 88     -      1005.295  (meters)    3298.21   (feet)  ADJUSTED  
 BA0174  ___________________________________________________________________
 BA0174  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 BA0174  DYNAMIC HT  -        1003.649 (meters)    3292.81  (feet)  COMP
 BA0174  MODELED GRAV-     978,971.3   (mgal)                       NAVD 88
 BA0174
 BA0174  VERT ORDER  -  FIRST     CLASS II
 BA0174
 BA0174.The horizontal coordinates were scaled from a topographic map and have
 BA0174.an estimated accuracy of +/- 6 seconds.
 BA0174
 BA0174.The orthometric height was determined by differential leveling
 BA0174.and adjusted by the National Geodetic Survey in June 1991..
 BA0174
 BA0174.The geoid height was determined by GEOID03.
 BA0174
 BA0174.The dynamic height is computed by dividing the NAVD 88
 BA0174.geopotential number by the normal gravity value computed on the
 BA0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0174.degrees latitude (g = 980.6199 gals.).
 BA0174
 BA0174.The modeled gravity was interpolated from observed gravity values.
 BA0174
 BA0174;                    North         East    Units  Estimated Accuracy
 BA0174;SPC TXSC     - 4,170,820.      195,690.      MT  (+/- 180 meters Scaled)
 BA0174
 BA0174                          SUPERSEDED SURVEY CONTROL
 BA0174
 BA0174  NGVD 29 (??/??/92) 1004.890  (m)         3296.88   (f) ADJ UNCH    1 2
 BA0174
 BA0174.Superseded values are not recommended for survey control.
 BA0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0174.See file dsdata.txt to determine how the superseded data were derived.
 BA0174
 BA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN783437(NAD 83)
 BA0174_MARKER: DB = BENCH MARK DISK
 BA0174_SETTING: 80 = SET IN A BOULDER
 BA0174_SP_SET: BOULDER
 BA0174_STAMPING: Y 748 1943
 BA0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0174+STABILITY: SURFACE MOTION
 BA0174
 BA0174  HISTORY     - Date     Condition        Report By
 BA0174  HISTORY     - 1943     MONUMENTED       CGS
 BA0174  HISTORY     - 1958     GOOD             NGS
 BA0174  HISTORY     - 1975     GOOD             NPS
 BA0174
 BA0174                          STATION DESCRIPTION
 BA0174
 BA0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0174'11.35 MI E FROM PARK HEADQUARTERS.
 BA0174'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0174'BUILDING, THENCE 6.2 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 4.65
 BA0174'MILES NORTHWEST ALONG AN ABANDONED ROAD.  IN THE TOP OF A LARGE
 BA0174'SANDSTONE BOULDER PROJECTING 4 FEET, 75 FEET NORTHEAST OF THE CENTER
 BA0174'LINE OF THE ROAD, ABOUT 0.1 MILE NORTHWEST OF THE CROSSING OF A DRAW,
 BA0174'ON THE SOUTHEAST SLOPE OF A HILL, AND ABOUT 6 FEET ABOVE THE LEVEL OF
 BA0174'THE ROAD.
 BA0174
 BA0174                          STATION RECOVERY (1975)
 BA0174
 BA0174'RECOVERY NOTE BY NATIONAL PARK SERVICE 1975
 BA0174'ADD THAT MARK IS 0.9 MILE ENE OF THE CHIHUAHUAN DESERT RESEARCH STA.,
 BA0174'AT THE END OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0209 ***********************************************************************
 BA0209  DESIGNATION -  Y 749
 BA0209  PID         -  BA0209
 BA0209  STATE/COUNTY-  TX/BREWSTER
 BA0209  USGS QUAD   -  LAJITAS (1971)
 BA0209
 BA0209                         *CURRENT SURVEY CONTROL
 BA0209  ___________________________________________________________________
 BA0209* NAD 83(1986)-  29 19 08.     (N)    103 45 59.     (W)     SCALED    
 BA0209* NAVD 88     -       844.590  (meters)    2770.96   (feet)  POSTED    
 BA0209  ___________________________________________________________________
 BA0209  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BA0209  DYNAMIC HT  -         843.220 (meters)    2766.46  (feet)  COMP
 BA0209  MODELED GRAV-     978,991.2   (mgal)                       NAVD 88
 BA0209
 BA0209  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BA0209
 BA0209.The horizontal coordinates were scaled from a topographic map and have
 BA0209.an estimated accuracy of +/- 6 seconds.
 BA0209
 BA0209.The orthometric height was determined by differential leveling
 BA0209.and adjusted by the National Geodetic Survey in 1992..
 BA0209.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BA0209.rate of 3.1 thru 4.0 mm/km.
 BA0209
 BA0209.The geoid height was determined by GEOID03.
 BA0209
 BA0209.The dynamic height is computed by dividing the NAVD 88
 BA0209.geopotential number by the normal gravity value computed on the
 BA0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0209.degrees latitude (g = 980.6199 gals.).
 BA0209
 BA0209.The modeled gravity was interpolated from observed gravity values.
 BA0209
 BA0209;                    North         East    Units  Estimated Accuracy
 BA0209;SPC TXSC     - 4,174,070.      137,190.      MT  (+/- 180 meters Scaled)
 BA0209
 BA0209                          SUPERSEDED SURVEY CONTROL
 BA0209
 BA0209  NGVD 29 (??/??/92)  844.203  (m)         2769.69   (f) ADJ UNCH    1 2
 BA0209
 BA0209.Superseded values are not recommended for survey control.
 BA0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0209.See file dsdata.txt to determine how the superseded data were derived.
 BA0209
 BA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN197439(NAD 83)
 BA0209_MARKER: DB = BENCH MARK DISK
 BA0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0209_STAMPING: Y 749 1943
 BA0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0209+STABILITY: SURFACE MOTION
 BA0209
 BA0209  HISTORY     - Date     Condition        Report By
 BA0209  HISTORY     - 1943     MONUMENTED       CGS
 BA0209  HISTORY     - 1967     GOOD             NGS
 BA0209  HISTORY     - 20010331 GOOD             NGS
 BA0209
 BA0209                          STATION DESCRIPTION
 BA0209
 BA0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0209'4.15 MI SE FROM FRESNO MINE OFFICE.
 BA0209'ABOUT 4.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE FRESNO
 BA0209'MINE OFFICE, 32 FEET NORTH OF THE CENTERLINE OF THE ROAD, ABOUT 0.2
 BA0209'MILES WEST OF A SANDY WASH, AT THE CREST OF A HILL, ON THE EAST END OF
 BA0209'A CURVE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 BA0209'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0209'PROJECTING 3 INCHES.
 BA0209
 BA0209                          STATION RECOVERY (2001)
 BA0209
 BA0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0209'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0526 ***********************************************************************
 CA0526  DESIGNATION -  Y 75
 CA0526  PID         -  CA0526
 CA0526  STATE/COUNTY-  TX/MCCULLOCH
 CA0526  USGS QUAD   -  BRADY NORTH (1987)
 CA0526
 CA0526                         *CURRENT SURVEY CONTROL
 CA0526  ___________________________________________________________________
 CA0526* NAD 83(1986)-  31 08 30.     (N)    099 21 35.     (W)     SCALED    
 CA0526* NAVD 88     -       521.127  (meters)    1709.73   (feet)  POSTED    
 CA0526  ___________________________________________________________________
 CA0526  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CA0526  DYNAMIC HT  -         520.430 (meters)    1707.44  (feet)  COMP
 CA0526  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 CA0526
 CA0526  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0526
 CA0526.The horizontal coordinates were scaled from a topographic map and have
 CA0526.an estimated accuracy of +/- 6 seconds.
 CA0526
 CA0526.The orthometric height was determined by differential leveling
 CA0526.and adjusted by the National Geodetic Survey in 1992..
 CA0526.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0526.rate of 0.0 thru 1.0 mm/km.
 CA0526
 CA0526.The geoid height was determined by GEOID03.
 CA0526
 CA0526.The dynamic height is computed by dividing the NAVD 88
 CA0526.geopotential number by the normal gravity value computed on the
 CA0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0526.degrees latitude (g = 980.6199 gals.).
 CA0526
 CA0526.The modeled gravity was interpolated from observed gravity values.
 CA0526
 CA0526;                    North         East    Units  Estimated Accuracy
 CA0526;SPC TX C     - 3,163,920.      792,830.      MT  (+/- 180 meters Scaled)
 CA0526
 CA0526                          SUPERSEDED SURVEY CONTROL
 CA0526
 CA0526  NGVD 29 (??/??/92)  521.061  (m)         1709.51   (f) ADJ UNCH    1 2
 CA0526
 CA0526.Superseded values are not recommended for survey control.
 CA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0526.See file dsdata.txt to determine how the superseded data were derived.
 CA0526
 CA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV657453(NAD 83)
 CA0526_MARKER: DB = BENCH MARK DISK
 CA0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0526_STAMPING: 1709.514 Y 75 1931
 CA0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0526+STABILITY: SURFACE MOTION
 CA0526
 CA0526  HISTORY     - Date     Condition        Report By
 CA0526  HISTORY     - 1931     MONUMENTED       CGS
 CA0526  HISTORY     - 1935     GOOD             NGS
 CA0526  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0526  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CA0526
 CA0526                          STATION DESCRIPTION
 CA0526
 CA0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0526'1.6 MI W FROM BRADY.
 CA0526'1.6 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0526'BRADY, MCCULLOCH COUNTY, 14 POLES EAST OF MILEPOST 68, 300 FEET WEST
 CA0526'OF THE SOUTHWEST CORNER OF THE BRADY MUNICIPAL AIRPORT, 175 FEET EAST
 CA0526'OF A ROAD CROSSING, 35 FEET NORTH OF THE TRACK, AND 15 FEET SOUTH OF A
 CA0526'ROAD PARALLELING THE TRACK.  A STANDARD DISK, STAMPED 1709.514 Y 75
 CA0526'1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CA0526'GROUND.
 CA0526
 CA0526                          STATION RECOVERY (1935)
 CA0526
 CA0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0526'RECOVERED IN GOOD CONDITION.
 CA0526
 CA0526                          STATION RECOVERY (1981)
 CA0526
 CA0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0526'MARK NOT FOUND.
 CA0526
 CA0526                          STATION RECOVERY (1999)
 CA0526
 CA0526'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0234 ***********************************************************************
 BA0234  DESIGNATION -  Y 750
 BA0234  PID         -  BA0234
 BA0234  STATE/COUNTY-  TX/BREWSTER
 BA0234  USGS QUAD   -  CASTOLON (1971)
 BA0234
 BA0234                         *CURRENT SURVEY CONTROL
 BA0234  ___________________________________________________________________
 BA0234* NAD 83(1986)-  29 09 33.     (N)    103 32 36.     (W)     SCALED    
 BA0234* NAVD 88     -       659.020  (meters)    2162.13   (feet)  ADJUSTED  
 BA0234  ___________________________________________________________________
 BA0234  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BA0234  DYNAMIC HT  -         657.957 (meters)    2158.65  (feet)  COMP
 BA0234  MODELED GRAV-     979,011.0   (mgal)                       NAVD 88
 BA0234
 BA0234  VERT ORDER  -  FIRST     CLASS II
 BA0234
 BA0234.The horizontal coordinates were scaled from a topographic map and have
 BA0234.an estimated accuracy of +/- 6 seconds.
 BA0234
 BA0234.The orthometric height was determined by differential leveling
 BA0234.and adjusted by the National Geodetic Survey in June 1991..
 BA0234
 BA0234.The geoid height was determined by GEOID03.
 BA0234
 BA0234.The dynamic height is computed by dividing the NAVD 88
 BA0234.geopotential number by the normal gravity value computed on the
 BA0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0234.degrees latitude (g = 980.6199 gals.).
 BA0234
 BA0234.The modeled gravity was interpolated from observed gravity values.
 BA0234
 BA0234;                    North         East    Units  Estimated Accuracy
 BA0234;SPC TXSC     - 4,155,520.      158,150.      MT  (+/- 180 meters Scaled)
 BA0234
 BA0234                          SUPERSEDED SURVEY CONTROL
 BA0234
 BA0234  NGVD 29 (??/??/92)  658.612  (m)         2160.80   (f) ADJ UNCH    1 2
 BA0234
 BA0234.Superseded values are not recommended for survey control.
 BA0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0234.See file dsdata.txt to determine how the superseded data were derived.
 BA0234
 BA0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN416264(NAD 83)
 BA0234_MARKER: DB = BENCH MARK DISK
 BA0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0234_STAMPING: Y 750 1943
 BA0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0234+STABILITY: SURFACE MOTION
 BA0234
 BA0234  HISTORY     - Date     Condition        Report By
 BA0234  HISTORY     - 1943     MONUMENTED       CGS
 BA0234  HISTORY     - 1958     GOOD             NGS
 BA0234
 BA0234                          STATION DESCRIPTION
 BA0234
 BA0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0234'3.0 MI NW FROM CASTOLON.
 BA0234'ABOUT 3.0 MILES NORTHWEST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0234'OFFICE AT CASTOLON, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, 42
 BA0234'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST,
 BA0234'21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A
 BA0234'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 BA0234'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0066 ***********************************************************************
 AW0066  DESIGNATION -  Y 751
 AW0066  PID         -  AW0066
 AW0066  STATE/COUNTY-  TX/BRAZORIA
 AW0066  USGS QUAD   -  DANBURY (1974)
 AW0066
 AW0066                         *CURRENT SURVEY CONTROL
 AW0066  ___________________________________________________________________
 AW0066* NAD 83(1986)-  29 11 50.     (N)    095 17 57.     (W)     SCALED    
 AW0066* NAVD 88     -         2.86   (+/-2cm)       9.4    (feet)  VERTCON   
 AW0066  ___________________________________________________________________
 AW0066  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW0066
 AW0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0066
 AW0066.The horizontal coordinates were scaled from a topographic map and have
 AW0066.an estimated accuracy of +/- 6 seconds.
 AW0066
 AW0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0066.The vertical order pertains to the NGVD 29 superseded value.
 AW0066
 AW0066.The geoid height was determined by GEOID03.
 AW0066
 AW0066;                    North         East    Units  Estimated Accuracy
 AW0066;SPC TXSC     - 4,156,850.      959,810.      MT  (+/- 180 meters Scaled)
 AW0066
 AW0066                          SUPERSEDED SURVEY CONTROL
 AW0066
 AW0066  NGVD 29 (??/??/92)    2.865  (m)            9.40   (f) ADJ UNCH    2 0
 AW0066
 AW0066.Superseded values are not recommended for survey control.
 AW0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0066.See file dsdata.txt to determine how the superseded data were derived.
 AW0066
 AW0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN764320(NAD 83)
 AW0066_MARKER: DB = BENCH MARK DISK
 AW0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0066_STAMPING: Y 751 1942
 AW0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0066+STABILITY: SURFACE MOTION
 AW0066
 AW0066  HISTORY     - Date     Condition        Report By
 AW0066  HISTORY     - 1942     MONUMENTED       CGS
 AW0066  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0066  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0066  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0066
 AW0066                          STATION DESCRIPTION
 AW0066
 AW0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0066'3.7 MI SE FROM DANBURY.
 AW0066'3.7 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE MISSOURI PACIFIC
 AW0066'RAILROAD STATION AT DANBURY, NEAR A LARGE WOODEN BRIDGE, ON THE
 AW0066'OUTSIDE OF A CURVE APPROACHING THE BRIDGE, 275 FEET NORTHWEST OF THE
 AW0066'NORTHWEST END OF THE BRIDGE, 43 FEET NORTHEAST OF THE CENTERLINE OF
 AW0066'THE ROAD, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1.5 FEET
 AW0066'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A
 AW0066'STANDARD DISK, STAMPED Y 751 1942 AND SET IN THE TOP OF A CONCRETE
 AW0066'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AW0066
 AW0066                          STATION RECOVERY (1973)
 AW0066
 AW0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0066'MARK NOT FOUND.
 AW0066
 AW0066                          STATION RECOVERY (1978)
 AW0066
 AW0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0066'NOT RECOVERED THIS DATE .
 AW0066
 AW0066                          STATION RECOVERY (2004)
 AW0066
 AW0066'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0541 ***********************************************************************
 AW0541  DESIGNATION -  Y 752 RESET 1961
 AW0541  PID         -  AW0541
 AW0541  STATE/COUNTY-  TX/GALVESTON
 AW0541  USGS QUAD   -  HITCHCOCK (1974)
 AW0541
 AW0541                         *CURRENT SURVEY CONTROL
 AW0541  ___________________________________________________________________
 AW0541* NAD 83(1986)-  29 17 53.     (N)    095 07 03.     (W)     SCALED    
 AW0541* NAVD 88     -         4.37   (+/-2cm)      14.3    (feet)  VERTCON   
 AW0541  ___________________________________________________________________
 AW0541  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW0541
 AW0541  VERT ORDER  -  THIRD (See Below)
 AW0541
 AW0541.The horizontal coordinates were scaled from a topographic map and have
 AW0541.an estimated accuracy of +/- 6 seconds.
 AW0541
 AW0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0541.The vertical order pertains to the NGVD 29 superseded value.
 AW0541
 AW0541.The geoid height was determined by GEOID03.
 AW0541
 AW0541;                    North         East    Units  Estimated Accuracy
 AW0541;SPC TXSC     - 4,168,590.      977,100.      MT  (+/- 180 meters Scaled)
 AW0541
 AW0541                          SUPERSEDED SURVEY CONTROL
 AW0541
 AW0541  NGVD 29 (??/??/??)    4.37   (m)           14.3    (f) RESET       3  
 AW0541
 AW0541.Superseded values are not recommended for survey control.
 AW0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0541.See file dsdata.txt to determine how the superseded data were derived.
 AW0541
 AW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN943428(NAD 83)
 AW0541_MARKER: DB = BENCH MARK DISK
 AW0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0541_STAMPING: Y 752 RESET 1961
 AW0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0541+STABILITY: SURFACE MOTION
 AW0541
 AW0541  HISTORY     - Date     Condition        Report By
 AW0541  HISTORY     - 1961     MONUMENTED       CGS
 AW0541  HISTORY     - 1964     GOOD             NGS
 AW0541  HISTORY     - 1971     GOOD             NGS
 AW0541  HISTORY     - 1978     GOOD             NGS
 AW0541  HISTORY     - 19940326 GOOD             USPSQD
 AW0541
 AW0541                          STATION DESCRIPTION
 AW0541
 AW0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0541'6.35 MI SW FROM ALTA LOMA.
 AW0541'6.35 MILES SOUTHWEST ALONG FARM ROAD 1561 FROM THE GULF, COLORADO, AND
 AW0541'SANTA FE RAILWAY STATION AT ALTA LOMA, 62 FEET NORTHWEST OF THE CENTER
 AW0541'LINE OF THE ROAD, 15 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 AW0541'DRIVEWAY LEADING WEST TO A FARMHOUSE, 43 1/2 FEET EAST OF THE EAST
 AW0541'CORNER OF A GARAGE, 5 FEET NORTH OF A POWER POLE BEARING A
 AW0541'TRANSFORMER, 2 FEET NORTHWEST OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL
 AW0541'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW0541'GROUND.
 AW0541
 AW0541                          STATION RECOVERY (1971)
 AW0541
 AW0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0541'RECOVERED IN GOOD CONDITION.
 AW0541
 AW0541                          STATION RECOVERY (1978)
 AW0541
 AW0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0541'3.9 MILES SOUTH ALONG PAVED FARM ROAD 646 FROM ITS JUNCTION WITH
 AW0541'THE GULF, COLORADO, AND SANTA FE RAILROAD TRACKS AT ALTA LOMA,
 AW0541'THENCE 2.6 MILES SOUTHWEST ALONG FARM ROAD 2004, 62 FT NORTHWEST
 AW0541'OF THE CENTER LINE OF THE ROAD, 15 FT NORTHEAST OF THE CENTER LINE
 AW0541'A PRIVATE DRIVEWAY LEADING WEST TO A FARMHOUSE, 43.5 FT EAST OF
 AW0541'THE EAST CORNER OF A GARAGE, 5 FT NORTH OF A POWER POLE BEARING
 AW0541'A TRANSFORMER, 2 FT NORTHWEST OF A FENCE.
 AW0541
 AW0541                          STATION RECOVERY (1994)
 AW0541
 AW0541'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1209 ***********************************************************************
 AW1209  DESIGNATION -  Y 754
 AW1209  PID         -  AW1209
 AW1209  STATE/COUNTY-  TX/MATAGORDA
 AW1209  USGS QUAD   -  ASHWOOD (1980)
 AW1209
 AW1209                         *CURRENT SURVEY CONTROL
 AW1209  ___________________________________________________________________
 AW1209* NAD 83(1986)-  29 00 55.     (N)    095 49 31.     (W)     SCALED    
 AW1209* NAVD 88     -        10.33   (+/-2cm)      33.9    (feet)  VERTCON   
 AW1209  ___________________________________________________________________
 AW1209  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1209
 AW1209  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1209
 AW1209.The horizontal coordinates were scaled from a topographic map and have
 AW1209.an estimated accuracy of +/- 6 seconds.
 AW1209
 AW1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1209.The vertical order pertains to the NGVD 29 superseded value.
 AW1209
 AW1209.The geoid height was determined by GEOID03.
 AW1209
 AW1209;                    North         East    Units  Estimated Accuracy
 AW1209;SPC TXSC     - 4,135,190.      909,220.      MT  (+/- 180 meters Scaled)
 AW1209
 AW1209                          SUPERSEDED SURVEY CONTROL
 AW1209
 AW1209  NGVD 29 (??/??/92)   10.356  (m)           33.98   (f) ADJ UNCH    1 1
 AW1209
 AW1209.Superseded values are not recommended for survey control.
 AW1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1209.See file dsdata.txt to determine how the superseded data were derived.
 AW1209
 AW1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN247129(NAD 83)
 AW1209_MARKER: DB = BENCH MARK DISK
 AW1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1209_STAMPING: Y 754 1943
 AW1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1209+STABILITY: SURFACE MOTION
 AW1209
 AW1209  HISTORY     - Date     Condition        Report By
 AW1209  HISTORY     - 1943     MONUMENTED       CGS
 AW1209  HISTORY     - 1972     GOOD             NGS
 AW1209  HISTORY     - 1978     GOOD             NGS
 AW1209
 AW1209                          STATION DESCRIPTION
 AW1209
 AW1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1209'7.7 MI SW FROM SWEENY.
 AW1209'7.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1209'STATION AT SWEENY, 75 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOLE
 AW1209'293, 39 FEET NORTHWEST OF THE CENTER LINE OF A SHELL ROAD, 33.3 FEET
 AW1209'SOUTHEAST OF THE SOUTHEAST RAIL, 2.0 FEET NORTHEAST OF A WITNESS POST,
 AW1209'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 AW1209'GROUND.
 AW1209
 AW1209                          STATION RECOVERY (1978)
 AW1209
 AW1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4359 ***********************************************************************
 AW4359  DESIGNATION -  Y 756 RESET 1956
 AW4359  PID         -  AW4359
 AW4359  STATE/COUNTY-  TX/BRAZORIA
 AW4359  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4359
 AW4359                         *CURRENT SURVEY CONTROL
 AW4359  ___________________________________________________________________
 AW4359* NAD 83(1986)-  29 08 27.     (N)    095 35 00.     (W)     SCALED    
 AW4359* NAVD 88     -         7.85   (+/-2cm)      25.8    (feet)  VERTCON   
 AW4359  ___________________________________________________________________
 AW4359  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW4359
 AW4359  VERT ORDER  -  THIRD (See Below)
 AW4359
 AW4359.The horizontal coordinates were scaled from a topographic map and have
 AW4359.an estimated accuracy of +/- 6 seconds.
 AW4359
 AW4359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4359.The vertical order pertains to the NGVD 29 superseded value.
 AW4359
 AW4359.The geoid height was determined by GEOID03.
 AW4359
 AW4359;                    North         East    Units  Estimated Accuracy
 AW4359;SPC TXSC     - 4,149,760.      932,370.      MT  (+/- 180 meters Scaled)
 AW4359
 AW4359                          SUPERSEDED SURVEY CONTROL
 AW4359
 AW4359  NGVD 29 (01/29/03)    7.86   (m)           25.8    (f) RESET       3  
 AW4359
 AW4359.Superseded values are not recommended for survey control.
 AW4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4359.See file dsdata.txt to determine how the superseded data were derived.
 AW4359
 AW4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN486263(NAD 83)
 AW4359_MARKER: DB = BENCH MARK DISK
 AW4359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4359_STAMPING: Y 756 RESET 1956
 AW4359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4359+STABILITY: SURFACE MOTION
 AW4359
 AW4359  HISTORY     - Date     Condition        Report By
 AW4359  HISTORY     - 1956     MONUMENTED       CGS
 AW4359
 AW4359                          STATION DESCRIPTION
 AW4359
 AW4359'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AW4359'1.9 MI NE FROM EAST COLUMBIA.
 AW4359'ABOUT 1.9 MILES NORTHEAST ALONG HIGHWAY NO. 35, FROM THE STEEL BRIDGE
 AW4359'OVER THE BRAZOS RIVER AT EAST COLUMBIA, 1 FOOT NORTH OF THE NORTH
 AW4359'RIGHT-OF-WAY FENCE AND SOUTH OF A PIPE-LINE ARCH AND VALVE.  IT IS
 AW4359'ABOUT 100 YARDS SOUTHWEST OF A SIGN ALONG THE PIPE-LINE HAVING A 4 ON
 AW4359'IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4325 ***********************************************************************
 AW4325  DESIGNATION -  Y 757
 AW4325  PID         -  AW4325
 AW4325  STATE/COUNTY-  TX/MATAGORDA
 AW4325  USGS QUAD   -  ASHWOOD (1980)
 AW4325
 AW4325                         *CURRENT SURVEY CONTROL
 AW4325  ___________________________________________________________________
 AW4325* NAD 83(1986)-  29 03 52.     (N)    095 50 04.     (W)     SCALED    
 AW4325* NAVD 88     -        13.05   (+/-2cm)      42.8    (feet)  VERTCON   
 AW4325  ___________________________________________________________________
 AW4325  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW4325
 AW4325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4325
 AW4325.The horizontal coordinates were scaled from a topographic map and have
 AW4325.an estimated accuracy of +/- 6 seconds.
 AW4325
 AW4325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4325.The vertical order pertains to the NGVD 29 superseded value.
 AW4325
 AW4325.The geoid height was determined by GEOID03.
 AW4325
 AW4325;                    North         East    Units  Estimated Accuracy
 AW4325;SPC TXSC     - 4,140,610.      908,180.      MT  (+/- 180 meters Scaled)
 AW4325
 AW4325                          SUPERSEDED SURVEY CONTROL
 AW4325
 AW4325  NGVD 29 (??/??/92)   13.067  (m)           42.87   (f) ADJ UNCH    2 0
 AW4325
 AW4325.Superseded values are not recommended for survey control.
 AW4325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4325.See file dsdata.txt to determine how the superseded data were derived.
 AW4325
 AW4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN240184(NAD 83)
 AW4325_MARKER: DB = BENCH MARK DISK
 AW4325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4325_SP_SET: CULVERT
 AW4325_STAMPING: Y 757 1943
 AW4325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4325
 AW4325  HISTORY     - Date     Condition        Report By
 AW4325  HISTORY     - 1943     MONUMENTED       CGS
 AW4325  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AW4325  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4325
 AW4325                          STATION DESCRIPTION
 AW4325
 AW4325'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4325'13.2 MI SW FROM WEST COLUMBIA.
 AW4325'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4325'SOUTHWESTERLY 13.2 MILES ALONG STATE HIGHWAY NO. 35 TO A TRIPLE-ARCH
 AW4325'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 2.8
 AW4325'MILES SOUTHWEST OF THE BRAZORIA-MATAGORDA COUNTY LINE, ABOUT 0.4 MILE
 AW4325'NORTHEAST OF THE INTERSECTION OF A HALF-SLAB CONCRETE ROAD LEADING
 AW4325'NORTHERLY TO PLEDGER, 15.0 FEET NORTHWEST OF AND ABOUT 0.8 FOOT ABOVE
 AW4325'THE CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE TOP
 AW4325'SOUTHWEST END OF THE NORTHWEST HEADWALL OF THE TRIPLE-ARCH CONCRETE
 AW4325'CULVERT.
 AW4325
 AW4325                          STATION RECOVERY (1998)
 AW4325
 AW4325'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4325'MARK NOT FOUND.
 AW4325
 AW4325                          STATION RECOVERY (2004)
 AW4325
 AW4325'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4325'NEW CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4124 ***********************************************************************
 AW4124  DESIGNATION -  Y 758
 AW4124  PID         -  AW4124
 AW4124  STATE/COUNTY-  TX/BRAZORIA
 AW4124  USGS QUAD   -  BRAZORIA (1952)
 AW4124
 AW4124                         *CURRENT SURVEY CONTROL
 AW4124  ___________________________________________________________________
 AW4124* NAD 83(1986)-  29 04 31.     (N)    095 36 01.     (W)     SCALED    
 AW4124* NAVD 88     -         8.68   (+/-2cm)      28.5    (feet)  VERTCON   
 AW4124  ___________________________________________________________________
 AW4124  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW4124
 AW4124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4124
 AW4124.The horizontal coordinates were scaled from a topographic map and have
 AW4124.an estimated accuracy of +/- 6 seconds.
 AW4124
 AW4124.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4124.The vertical order pertains to the NGVD 29 superseded value.
 AW4124
 AW4124.The geoid height was determined by GEOID03.
 AW4124
 AW4124;                    North         East    Units  Estimated Accuracy
 AW4124;SPC TXSC     - 4,142,450.      930,940.      MT  (+/- 180 meters Scaled)
 AW4124
 AW4124                          SUPERSEDED SURVEY CONTROL
 AW4124
 AW4124  NGVD 29 (??/??/92)    8.70   (m)           28.5    (f) COMPUTED    2 0
 AW4124
 AW4124.Superseded values are not recommended for survey control.
 AW4124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4124.See file dsdata.txt to determine how the superseded data were derived.
 AW4124
 AW4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN468191(NAD 83)
 AW4124_MARKER: DB = BENCH MARK DISK
 AW4124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4124_SP_SET: CULVERT
 AW4124_STAMPING: Y 758 1943
 AW4124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4124
 AW4124  HISTORY     - Date     Condition        Report By
 AW4124  HISTORY     - 1943     MONUMENTED       CGS
 AW4124  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4124  HISTORY     - 1989     GOOD             USPSQD
 AW4124  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4124
 AW4124                          STATION DESCRIPTION
 AW4124
 AW4124'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4124'2.8 MI NW FROM BRAZORIA.
 AW4124'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BRAZORIA.
 AW4124'PROCEED NORTHWESTERLY 2.8 MILES ALONG STATE HIGHWAY NO. 36 TO A
 AW4124'CONCRETE BOX CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.8
 AW4124'MILE NORTHWEST OF A Y ROAD INTERSECTION, ABOUT 110.0 FEET SOUTH OF A
 AW4124'WINDMILL WITH STEEL WATER TANK ON NORTHEAST SIDE OF HIGHWAY, 16.0 FEET
 AW4124'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY
 AW4124'AND IS SET HORIZONTALLY IN THE TOP NORTHWEST END OF THE NORTHEAST
 AW4124'HEADWALL OF THE CONCRETE BOX CULVERT.
 AW4124
 AW4124                          STATION RECOVERY (1973)
 AW4124
 AW4124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4124'MARK NOT FOUND.
 AW4124
 AW4124                          STATION RECOVERY (1989)
 AW4124
 AW4124'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4124'RECOVERED IN GOOD CONDITION.
 AW4124
 AW4124                          STATION RECOVERY (1994)
 AW4124
 AW4124'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4154 ***********************************************************************
 AW4154  DESIGNATION -  Y 759
 AW4154  PID         -  AW4154
 AW4154  STATE/COUNTY-  TX/BRAZORIA
 AW4154  USGS QUAD   -  DAMON (1980)
 AW4154
 AW4154                         *CURRENT SURVEY CONTROL
 AW4154  ___________________________________________________________________
 AW4154* NAD 83(1986)-  29 15 04.     (N)    095 42 35.     (W)     SCALED    
 AW4154* NAVD 88     -        18.21   (+/-2cm)      59.7    (feet)  VERTCON   
 AW4154  ___________________________________________________________________
 AW4154  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW4154
 AW4154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4154
 AW4154.The horizontal coordinates were scaled from a topographic map and have
 AW4154.an estimated accuracy of +/- 6 seconds.
 AW4154
 AW4154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4154.The vertical order pertains to the NGVD 29 superseded value.
 AW4154
 AW4154.The geoid height was determined by GEOID03.
 AW4154
 AW4154;                    North         East    Units  Estimated Accuracy
 AW4154;SPC TXSC     - 4,161,630.      919,740.      MT  (+/- 180 meters Scaled)
 AW4154
 AW4154                          SUPERSEDED SURVEY CONTROL
 AW4154
 AW4154  NGVD 29 (??/??/92)   18.212  (m)           59.75   (f) ADJ UNCH    2 0
 AW4154
 AW4154.Superseded values are not recommended for survey control.
 AW4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4154.See file dsdata.txt to determine how the superseded data were derived.
 AW4154
 AW4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN366388(NAD 83)
 AW4154_MARKER: DB = BENCH MARK DISK
 AW4154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4154_SP_SET: CULVERT
 AW4154_STAMPING: Y 759 1943
 AW4154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4154
 AW4154  HISTORY     - Date     Condition        Report By
 AW4154  HISTORY     - 1943     MONUMENTED       CGS
 AW4154  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4154  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4154  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4154  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4154
 AW4154                          STATION DESCRIPTION
 AW4154
 AW4154'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4154'3.4 MI SE FROM DAMON.
 AW4154'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHEASTERLY 3.4
 AW4154'MILES ALONG STATE HIGHWAY NO. 36 TO A DOUBLE-ARCH CONCRETE CULVERT AND
 AW4154'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTHEAST OF THE
 AW4154'INTERSECTION OF A DIRT ROAD LEADING EAST, 15.0 FEET NORTHEAST OF AND
 AW4154'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY AND IS SET
 AW4154'HORIZONTALLY IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF THE
 AW4154'DOUBLE-ARCH CONCRETE CULVERT.
 AW4154
 AW4154                          STATION RECOVERY (1973)
 AW4154
 AW4154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4154'MARK NOT FOUND.
 AW4154
 AW4154                          STATION RECOVERY (1988)
 AW4154
 AW4154'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4154'MARK NOT FOUND.
 AW4154
 AW4154                          STATION RECOVERY (1989)
 AW4154
 AW4154'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4154'MARK NOT FOUND.
 AW4154
 AW4154                          STATION RECOVERY (1994)
 AW4154
 AW4154'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0365 ***********************************************************************
 BN0365  DESIGNATION -  Y 76
 BN0365  PID         -  BN0365
 BN0365  STATE/COUNTY-  TX/MENARD
 BN0365  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0365
 BN0365                         *CURRENT SURVEY CONTROL
 BN0365  ___________________________________________________________________
 BN0365* NAD 83(1986)-  30 55 46.     (N)    099 44 47.     (W)     SCALED    
 BN0365* NAVD 88     -       589.933  (meters)    1935.47   (feet)  POSTED    
 BN0365  ___________________________________________________________________
 BN0365  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BN0365  DYNAMIC HT  -         589.110 (meters)    1932.77  (feet)  COMP
 BN0365  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 BN0365
 BN0365  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0365
 BN0365.The horizontal coordinates were scaled from a topographic map and have
 BN0365.an estimated accuracy of +/- 6 seconds.
 BN0365
 BN0365.The orthometric height was determined by differential leveling
 BN0365.and adjusted by the National Geodetic Survey in 1992..
 BN0365.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0365.rate of 0.0 thru 1.0 mm/km.
 BN0365
 BN0365.The geoid height was determined by GEOID03.
 BN0365
 BN0365.The dynamic height is computed by dividing the NAVD 88
 BN0365.geopotential number by the normal gravity value computed on the
 BN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0365.degrees latitude (g = 980.6199 gals.).
 BN0365
 BN0365.The modeled gravity was interpolated from observed gravity values.
 BN0365
 BN0365;                    North         East    Units  Estimated Accuracy
 BN0365;SPC TX C     - 3,140,130.      756,090.      MT  (+/- 180 meters Scaled)
 BN0365
 BN0365                          SUPERSEDED SURVEY CONTROL
 BN0365
 BN0365  NGVD 29 (??/??/92)  589.856  (m)         1935.22   (f) ADJ UNCH    1 2
 BN0365
 BN0365.Superseded values are not recommended for survey control.
 BN0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0365.See file dsdata.txt to determine how the superseded data were derived.
 BN0365
 BN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV286220(NAD 83)
 BN0365_MARKER: DB = BENCH MARK DISK
 BN0365_SETTING: 66 = SET IN ROCK OUTCROP
 BN0365_SP_SET: SET IN ROCK OUTCROP
 BN0365_STAMPING: 1935.219 Y 76 1931
 BN0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0365+STABILITY: POSITION/ELEVATION WELL
 BN0365
 BN0365  HISTORY     - Date     Condition        Report By
 BN0365  HISTORY     - 1931     MONUMENTED       CGS
 BN0365  HISTORY     - 1970     MARK NOT FOUND   USGS
 BN0365  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 BN0365
 BN0365                          STATION DESCRIPTION
 BN0365
 BN0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0365'2.3 MI NE FROM MENARD.
 BN0365'2.3 MILES NORTHEAST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 BN0365'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 BN0365'MENARD, MENARD COUNTY, 1-1/2 POLES SOUTH OF MILEPOST 959, 47 FEET WEST
 BN0365'OF THE TRACK, 5 FEET NORTH OF A DEEP GORGE, AND 2 FEET WEST OF A
 BN0365'FENCE.  A STANDARD DISK, STAMPED 1935.219 Y 76 1931 AND SET IN THE TOP
 BN0365'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 BN0365
 BN0365                          STATION RECOVERY (1970)
 BN0365
 BN0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BN0365'MARK NOT FOUND.
 BN0365
 BN0365                          STATION RECOVERY (1999)
 BN0365
 BN0365'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0963 ***********************************************************************
 AJ0963  DESIGNATION -  Y 764
 AJ0963  PID         -  AJ0963
 AJ0963  STATE/COUNTY-  TX/ZAPATA
 AJ0963  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0963
 AJ0963                         *CURRENT SURVEY CONTROL
 AJ0963  ___________________________________________________________________
 AJ0963* NAD 83(1986)-  27 15 22.     (N)    099 21 44.     (W)     SCALED    
 AJ0963* NAVD 88     -       123.555  (meters)     405.36   (feet)  ADJUSTED  
 AJ0963  ___________________________________________________________________
 AJ0963  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AJ0963  DYNAMIC HT  -         123.357 (meters)     404.71  (feet)  COMP
 AJ0963  MODELED GRAV-     979,045.3   (mgal)                       NAVD 88
 AJ0963
 AJ0963  VERT ORDER  -  SECOND    CLASS 0
 AJ0963
 AJ0963.The horizontal coordinates were scaled from a topographic map and have
 AJ0963.an estimated accuracy of +/- 6 seconds.
 AJ0963
 AJ0963.The orthometric height was determined by differential leveling
 AJ0963.and adjusted by the National Geodetic Survey in June 1991..
 AJ0963
 AJ0963.The geoid height was determined by GEOID03.
 AJ0963
 AJ0963.The dynamic height is computed by dividing the NAVD 88
 AJ0963.geopotential number by the normal gravity value computed on the
 AJ0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0963.degrees latitude (g = 980.6199 gals.).
 AJ0963
 AJ0963.The modeled gravity was interpolated from observed gravity values.
 AJ0963
 AJ0963;                    North         East    Units  Estimated Accuracy
 AJ0963;SPC TX S     - 5,176,390.      214,620.      MT  (+/- 180 meters Scaled)
 AJ0963
 AJ0963                          SUPERSEDED SURVEY CONTROL
 AJ0963
 AJ0963  NGVD 29 (??/??/92)  123.642  (m)          405.65   (f) ADJ UNCH    2 0
 AJ0963
 AJ0963.Superseded values are not recommended for survey control.
 AJ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0963.See file dsdata.txt to determine how the superseded data were derived.
 AJ0963
 AJ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR641148(NAD 83)
 AJ0963_MARKER: DB = BENCH MARK DISK
 AJ0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0963_STAMPING: Y 764 1943
 AJ0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0963+STABILITY: SURFACE MOTION
 AJ0963
 AJ0963  HISTORY     - Date     Condition        Report By
 AJ0963  HISTORY     - 1943     MONUMENTED       CGS
 AJ0963  HISTORY     - 1977     GOOD             USGS
 AJ0963
 AJ0963                          STATION DESCRIPTION
 AJ0963
 AJ0963'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0963'15.4 MI N FROM SAN YGNACIO.
 AJ0963'SAN YGNACIO CATHOLIC CHURCH, 15.4 MI. NORTH FROM, ALONG U.S. HWY. 83,
 AJ0963'THENCE 1.25 MI. EAST ALONG A DIRT RD., THENCE 1.4 MI. EASTERLY ALONG
 AJ0963'RD. FROM RD. FORK, THENCE 1.1 MI. SOUTHEASTERLY ALONG RD. FROM RD.
 AJ0963'FORK, THENCE 250 FT. NE. ALONG A FENCE, THENCE ABOUT 1650 FT. SE.
 AJ0963'ALONG THE FENCE FROM THE FENCE CORNER, THENCE 380 FT SW. OF THE FENCE.
 AJ0963'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0990 ***********************************************************************
 AX0990  DESIGNATION -  Y 765
 AX0990  PID         -  AX0990
 AX0990  STATE/COUNTY-  TX/FAYETTE
 AX0990  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0990
 AX0990                         *CURRENT SURVEY CONTROL
 AX0990  ___________________________________________________________________
 AX0990* NAD 83(1986)-  29 54 18.     (N)    096 53 24.     (W)     SCALED    
 AX0990* NAVD 88     -        81.182  (meters)     266.34   (feet)  ADJUSTED  
 AX0990  ___________________________________________________________________
 AX0990  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AX0990  DYNAMIC HT  -          81.070 (meters)     265.98  (feet)  COMP
 AX0990  MODELED GRAV-     979,264.2   (mgal)                       NAVD 88
 AX0990
 AX0990  VERT ORDER  -  FIRST     CLASS I
 AX0990
 AX0990.The horizontal coordinates were scaled from a topographic map and have
 AX0990.an estimated accuracy of +/- 6 seconds.
 AX0990
 AX0990.The orthometric height was determined by differential leveling
 AX0990.and adjusted by the National Geodetic Survey in June 1991..
 AX0990
 AX0990.The geoid height was determined by GEOID03.
 AX0990
 AX0990.The dynamic height is computed by dividing the NAVD 88
 AX0990.geopotential number by the normal gravity value computed on the
 AX0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0990.degrees latitude (g = 980.6199 gals.).
 AX0990
 AX0990.The modeled gravity was interpolated from observed gravity values.
 AX0990
 AX0990;                    North         East    Units  Estimated Accuracy
 AX0990;SPC TXSC     - 4,231,440.      803,750.      MT  (+/- 180 meters Scaled)
 AX0990
 AX0990                          SUPERSEDED SURVEY CONTROL
 AX0990
 AX0990  NGVD 29 (??/??/92)   81.135  (m)          266.19   (f) ADJ UNCH    1 1
 AX0990
 AX0990.Superseded values are not recommended for survey control.
 AX0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0990.See file dsdata.txt to determine how the superseded data were derived.
 AX0990
 AX0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU037101(NAD 83)
 AX0990_MARKER: DB = BENCH MARK DISK
 AX0990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0990_SP_SET: PIER
 AX0990_STAMPING: Y 765 1943
 AX0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0990
 AX0990  HISTORY     - Date     Condition        Report By
 AX0990  HISTORY     - 1943     MONUMENTED       CGS
 AX0990  HISTORY     - 1972     GOOD             NGS
 AX0990  HISTORY     - 1978     GOOD             NGS
 AX0990  HISTORY     - 19970607 GOOD             USPSQD
 AX0990
 AX0990                          STATION DESCRIPTION
 AX0990
 AX0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0990'0.75 MI W FROM LA GRANGE.
 AX0990'ABOUT 0.75 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0990'STATION AT LA GRANGE, SET IN THE TOP AND 1.9 FEET NORTH OF THE SOUTH
 AX0990'END OF THE WEST CONCRETE PIER OF RAILROAD BRIDGE NUMBER 987.5 OVER THE
 AX0990'COLORADO RIVER, 0.35 MILE WEST OF MILEPOST 988, 371 FEET EAST OF THE
 AX0990'WEST END OF THE BRIDGE, 9 FEET SOUTH OF THE SOUTH RAIL AND ABOUT 5
 AX0990'FEET BELOW THE LEVEL OF THE TRACK.
 AX0990
 AX0990                          STATION RECOVERY (1978)
 AX0990
 AX0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0990'RECOVERED IN GOOD CONDITION.
 AX0990
 AX0990                          STATION RECOVERY (1997)
 AX0990
 AX0990'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0053 ***********************************************************************
 AX0053  DESIGNATION -  Y 766
 AX0053  PID         -  AX0053
 AX0053  STATE/COUNTY-  TX/AUSTIN
 AX0053  USGS QUAD   -  NEW ULM (1981)
 AX0053
 AX0053                         *CURRENT SURVEY CONTROL
 AX0053  ___________________________________________________________________
 AX0053* NAD 83(1986)-  29 53 38.     (N)    096 29 53.     (W)     SCALED    
 AX0053* NAVD 88     -       120.64   (+/-2cm)     395.8    (feet)  VERTCON   
 AX0053  ___________________________________________________________________
 AX0053  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX0053  OBS GRAVITY -     979,265.2   (mgal)                       GRAV_OBS
 AX0053
 AX0053  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX0053
 AX0053.The horizontal coordinates were scaled from a topographic map and have
 AX0053.an estimated accuracy of +/- 6 seconds.
 AX0053
 AX0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0053.The vertical order pertains to the NGVD 29 superseded value.
 AX0053
 AX0053.The geoid height was determined by GEOID03.
 AX0053.The observed gravity was obtained from relative gravimeter ties
 AX0053.to the IGSN71 gravity network.
 AX0053
 AX0053;                    North         East    Units  Estimated Accuracy
 AX0053;SPC TXSC     - 4,230,950.      841,620.      MT  (+/- 180 meters Scaled)
 AX0053
 AX0053                          SUPERSEDED SURVEY CONTROL
 AX0053
 AX0053  NGVD 29 (??/??/92)  120.607  (m)          395.69   (f) ADJ UNCH    1 1
 AX0053
 AX0053.Superseded values are not recommended for survey control.
 AX0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0053.See file dsdata.txt to determine how the superseded data were derived.
 AX0053
 AX0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU416096(NAD 83)
 AX0053_MARKER: DB = BENCH MARK DISK
 AX0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0053_SP_SET: CULVERT
 AX0053_STAMPING: Y 766 1943
 AX0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0053
 AX0053  HISTORY     - Date     Condition        Report By
 AX0053  HISTORY     - 1943     MONUMENTED       CGS
 AX0053  HISTORY     - 1973     GOOD             NGS
 AX0053  HISTORY     - 1976     GOOD             NGS
 AX0053  HISTORY     - 1976     GOOD             NGS
 AX0053  HISTORY     - 1978     GOOD             NGS
 AX0053  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0053  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0053
 AX0053                          STATION DESCRIPTION
 AX0053
 AX0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0053'0.5 MI W FROM NEW ULM.
 AX0053'0.5 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0053'CROSSING OF FARM ROAD 109 AT NEW ULM, 3/4 POLE NORTHWEST OF MILE POLE
 AX0053'1013, IN THE TOP AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 AX0053'SOUTHWEST CONCRETE HEADWALL OF A 36-INCH PIPE CULVERT, 132 1/2 FEET
 AX0053'WEST AND ACROSS THE TRACK FROM THE MILE POLE, 29.0 FEET SOUTHWEST OF
 AX0053'THE SOUTHWEST RAIL OF THE MAIN TRACK, 14.5 FEET SOUTHWEST OF THE
 AX0053'SOUTHWEST RAIL OF THE SIDE TRACK, AND ABOUT 3 1/2 FEET LOWER THAN THE
 AX0053'TRACK.
 AX0053
 AX0053                          STATION RECOVERY (1976)
 AX0053
 AX0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0053'RECOVERED IN GOOD CONDITION.
 AX0053
 AX0053                          STATION RECOVERY (1976)
 AX0053
 AX0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0053'RECOVERED IN GOOD CONDITION.
 AX0053
 AX0053                          STATION RECOVERY (1978)
 AX0053
 AX0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0053'RECOVERED IN GOOD CONDITION.
 AX0053
 AX0053                          STATION RECOVERY (1987)
 AX0053
 AX0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0053'NOT RECOVERED.
 AX0053
 AX0053                          STATION RECOVERY (1999)
 AX0053
 AX0053'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0013 ***********************************************************************
 AX0013  DESIGNATION -  Y 767
 AX0013  PID         -  AX0013
 AX0013  STATE/COUNTY-  TX/AUSTIN
 AX0013  USGS QUAD   -  SEALY (1981)
 AX0013
 AX0013                         *CURRENT SURVEY CONTROL
 AX0013  ___________________________________________________________________
 AX0013* NAD 83(1986)-  29 46 52.     (N)    096 07 51.     (W)     SCALED    
 AX0013* NAVD 88     -        50.622  (meters)     166.08   (feet)  ADJUSTED  
 AX0013  ___________________________________________________________________
 AX0013  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0013  DYNAMIC HT  -          50.552 (meters)     165.85  (feet)  COMP
 AX0013  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 AX0013  OBS GRAVITY -     979,272.0   (mgal)                       GRAV_OBS
 AX0013
 AX0013  VERT ORDER  -  FIRST     CLASS I
 AX0013
 AX0013.The horizontal coordinates were scaled from a topographic map and have
 AX0013.an estimated accuracy of +/- 6 seconds.
 AX0013
 AX0013.The orthometric height was determined by differential leveling
 AX0013.and adjusted by the National Geodetic Survey in June 1991..
 AX0013
 AX0013.The geoid height was determined by GEOID03.
 AX0013
 AX0013.The dynamic height is computed by dividing the NAVD 88
 AX0013.geopotential number by the normal gravity value computed on the
 AX0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0013.degrees latitude (g = 980.6199 gals.).
 AX0013
 AX0013.The modeled gravity was interpolated from observed gravity values.
 AX0013.The observed gravity was obtained from relative gravimeter ties
 AX0013.to the IGSN71 gravity network.
 AX0013
 AX0013;                    North         East    Units  Estimated Accuracy
 AX0013;SPC TXSC     - 4,219,270.      877,380.      MT  (+/- 180 meters Scaled)
 AX0013
 AX0013                          SUPERSEDED SURVEY CONTROL
 AX0013
 AX0013  NGVD 29 (12/23/87)   50.600  (m)          166.01   (f) ADJUSTED    1 1
 AX0013
 AX0013.Superseded values are not recommended for survey control.
 AX0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0013.See file dsdata.txt to determine how the superseded data were derived.
 AX0013
 AX0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT773979(NAD 83)
 AX0013_MARKER: DB = BENCH MARK DISK
 AX0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0013_SP_SET: CONCRETE POST
 AX0013_STAMPING: Y 767 1943
 AX0013_MARK LOGO: CGS   
 AX0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0013+STABILITY: SURFACE MOTION
 AX0013
 AX0013  HISTORY     - Date     Condition        Report By
 AX0013  HISTORY     - 1943     MONUMENTED       CGS
 AX0013  HISTORY     - 1973     GOOD             NGS
 AX0013  HISTORY     - 1976     GOOD             NGS
 AX0013  HISTORY     - 1976     GOOD             NGS
 AX0013  HISTORY     - 1978     GOOD             NGS
 AX0013  HISTORY     - 1986     GOOD             NGS
 AX0013  HISTORY     - 19910607 GOOD             USPSQD
 AX0013  HISTORY     - 19991017 GOOD             USPSQD
 AX0013
 AX0013                          STATION DESCRIPTION
 AX0013
 AX0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0013'1.65 MI E FROM SEALY.
 AX0013'ABOUT 1.65 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0013'THE CROSSING OF STATE HIGHWAY 36 AT SEALY, AT A PRIVATE ROAD CROSSING,
 AX0013'ABOUT 46.8 FEET NORTH OF THE NORTH RAIL, 70.3 FEET NORTHWEST OF THE
 AX0013'CENTER OF THE ROAD CROSSING WITH THE TRACK, 38.6 FEET WEST OF THE
 AX0013'CENTER LINE OF A PRIVATE ROAD, SET IN LINE WITH A FENCE, 1 FOOT NORTH
 AX0013'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS,
 AX0013'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AX0013
 AX0013                          STATION RECOVERY (1976)
 AX0013
 AX0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0013'RECOVERED IN GOOD CONDITION.
 AX0013
 AX0013                          STATION RECOVERY (1976)
 AX0013
 AX0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0013'RECOVERED IN GOOD CONDITION.
 AX0013
 AX0013                          STATION RECOVERY (1978)
 AX0013
 AX0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0013'NOTE=LOG FENCE BUILT DIRECTLY OVER THE DISK BUT ONE END IS LOOSE
 AX0013'AND CAN BE MOVED TO PLUM ROD ON DISK.
 AX0013
 AX0013                          STATION RECOVERY (1986)
 AX0013
 AX0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0013'RECOVERED IN GOOD CONDITION.
 AX0013
 AX0013                          STATION RECOVERY (1991)
 AX0013
 AX0013'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0013'RECOVERED IN GOOD CONDITION.
 AX0013
 AX0013                          STATION RECOVERY (1999)
 AX0013
 AX0013'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4575 ***********************************************************************
 AW4575  DESIGNATION -  Y 769
 AW4575  PID         -  AW4575
 AW4575  STATE/COUNTY-  TX/FORT BEND
 AW4575  USGS QUAD   -  FULSHEAR (1980)
 AW4575
 AW4575                         *CURRENT SURVEY CONTROL
 AW4575  ___________________________________________________________________
 AW4575* NAD 83(1986)-  29 40 45.     (N)    095 58 50.     (W)     SCALED    
 AW4575* NAVD 88     -        34.71   (+/-2cm)     113.9    (feet)  VERTCON   
 AW4575  ___________________________________________________________________
 AW4575  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4575
 AW4575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4575
 AW4575.The horizontal coordinates were scaled from a topographic map and have
 AW4575.an estimated accuracy of +/- 6 seconds.
 AW4575
 AW4575.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4575.The vertical order pertains to the NGVD 29 superseded value.
 AW4575
 AW4575.The geoid height was determined by GEOID03.
 AW4575
 AW4575;                    North         East    Units  Estimated Accuracy
 AW4575;SPC TXSC     - 4,208,340.      892,200.      MT  (+/- 180 meters Scaled)
 AW4575
 AW4575                          SUPERSEDED SURVEY CONTROL
 AW4575
 AW4575  NGVD 29 (??/??/92)   34.70   (m)          113.8    (f) COMPUTED    2 0
 AW4575
 AW4575.Superseded values are not recommended for survey control.
 AW4575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4575.See file dsdata.txt to determine how the superseded data were derived.
 AW4575
 AW4575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN115869(NAD 83)
 AW4575_MARKER: DB = BENCH MARK DISK
 AW4575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4575_STAMPING: Y 769 1943
 AW4575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4575+STABILITY: SURFACE MOTION
 AW4575
 AW4575  HISTORY     - Date     Condition        Report By
 AW4575  HISTORY     - 1943     MONUMENTED       CGS
 AW4575  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4575  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4575  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4575  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4575
 AW4575                          STATION DESCRIPTION
 AW4575
 AW4575'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4575'0.15 MI W FROM SIMONTON.
 AW4575'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4575'STATION AT SIMONTON-- PROCEED 0.15 MILE WESTERLY ALONG THE RAILROAD TO
 AW4575'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE EAST OF MILEPOST 39,
 AW4575'AND 41.5 FEET NORTH OF AND ABOUT 3.0 FEET BELOW THE NORTH RAIL OF
 AW4575'TRACK.  IT IS 29.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AW4575'CENTERLINE OF ROAD, 4.0 FEET NORTHWEST OF A TELEPHONE POLE, AND 3.0
 AW4575'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.6
 AW4575'FOOT.  A STANDARD DISK, STAMPED Y 769 1943 AND SET IN THE TOP OF A
 AW4575'CONCRETE POST.
 AW4575
 AW4575                          STATION RECOVERY (1971)
 AW4575
 AW4575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4575'MARK NOT FOUND.
 AW4575
 AW4575                          STATION RECOVERY (1987)
 AW4575
 AW4575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4575'NOT RECOVERED.
 AW4575
 AW4575                          STATION RECOVERY (1995)
 AW4575
 AW4575'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4575'MARK NOT FOUND.
 AW4575
 AW4575                          STATION RECOVERY (2004)
 AW4575
 AW4575'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0323 ***********************************************************************
 BN0323  DESIGNATION -  Y 77
 BN0323  PID         -  BN0323
 BN0323  STATE/COUNTY-  TX/KIMBLE
 BN0323  USGS QUAD   -  TELEGRAPH (1974)
 BN0323
 BN0323                         *CURRENT SURVEY CONTROL
 BN0323  ___________________________________________________________________
 BN0323* NAD 83(1986)-  30 18 05.     (N)    099 54 13.     (W)     SCALED    
 BN0323* NAVD 88     -       571.243  (meters)    1874.15   (feet)  ADJUSTED  
 BN0323  ___________________________________________________________________
 BN0323  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BN0323  DYNAMIC HT  -         570.407 (meters)    1871.41  (feet)  COMP
 BN0323  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 BN0323
 BN0323  VERT ORDER  -  FIRST     CLASS II
 BN0323
 BN0323.The horizontal coordinates were scaled from a topographic map and have
 BN0323.an estimated accuracy of +/- 6 seconds.
 BN0323
 BN0323.The orthometric height was determined by differential leveling
 BN0323.and adjusted by the National Geodetic Survey in June 1991..
 BN0323
 BN0323.The geoid height was determined by GEOID03.
 BN0323
 BN0323.The dynamic height is computed by dividing the NAVD 88
 BN0323.geopotential number by the normal gravity value computed on the
 BN0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0323.degrees latitude (g = 980.6199 gals.).
 BN0323
 BN0323.The modeled gravity was interpolated from observed gravity values.
 BN0323
 BN0323;                    North         East    Units  Estimated Accuracy
 BN0323;SPC TX C     - 3,070,440.      741,340.      MT  (+/- 180 meters Scaled)
 BN0323
 BN0323                          SUPERSEDED SURVEY CONTROL
 BN0323
 BN0323  NGVD 29 (??/??/92)  571.201  (m)         1874.02   (f) ADJ UNCH    1 2
 BN0323
 BN0323.Superseded values are not recommended for survey control.
 BN0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0323.See file dsdata.txt to determine how the superseded data were derived.
 BN0323
 BN0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU131525(NAD 83)
 BN0323_MARKER: DB = BENCH MARK DISK
 BN0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0323_STAMPING: 1874.015 Y 77 1931
 BN0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0323+STABILITY: SURFACE MOTION
 BN0323
 BN0323  HISTORY     - Date     Condition        Report By
 BN0323  HISTORY     - 1931     MONUMENTED       CGS
 BN0323  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0323  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0323
 BN0323                          STATION DESCRIPTION
 BN0323
 BN0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0323'1.8 MI S FROM TELEGRAPH.
 BN0323'1.8 MILES SOUTH ALONG STATE HIGHWAY 29 FROM TELEGRAPH, KIMBLE COUNTY,
 BN0323'1.8 MILES EAST OF A FORD CROSSING SOUTH LLANO RIVER, AT A CURVE IN THE
 BN0323'HIGHWAY, 60 FEET EAST OF THE HIGHWAY, AND NEAR A WOLFPROOF FENCE. A
 BN0323'STANDARD DISK, STAMPED 1874.015 Y 77 1931 AND SET IN THE TOP OF A
 BN0323'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 BN0323
 BN0323                          STATION RECOVERY (1974)
 BN0323
 BN0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BN0323'MARK NOT FOUND.
 BN0323
 BN0323                          STATION RECOVERY (1998)
 BN0323
 BN0323'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0843 ***********************************************************************
 AE0843  DESIGNATION -  Y 770
 AE0843  PID         -  AE0843
 AE0843  STATE/COUNTY-  TX/STARR
 AE0843  USGS QUAD   -  LA GLORIA (1993)
 AE0843
 AE0843                         *CURRENT SURVEY CONTROL
 AE0843  ___________________________________________________________________
 AE0843* NAD 83(1986)-  26 42 31.     (N)    098 36 56.     (W)     SCALED    
 AE0843* NAVD 88     -       138.730  (meters)     455.15   (feet)  ADJUSTED  
 AE0843  ___________________________________________________________________
 AE0843  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AE0843  DYNAMIC HT  -         138.502 (meters)     454.40  (feet)  COMP
 AE0843  MODELED GRAV-     979,002.7   (mgal)                       NAVD 88
 AE0843
 AE0843  VERT ORDER  -  SECOND    CLASS 0
 AE0843
 AE0843.The horizontal coordinates were scaled from a topographic map and have
 AE0843.an estimated accuracy of +/- 6 seconds.
 AE0843
 AE0843.The orthometric height was determined by differential leveling
 AE0843.and adjusted by the National Geodetic Survey in June 1991..
 AE0843
 AE0843.The geoid height was determined by GEOID03.
 AE0843
 AE0843.The dynamic height is computed by dividing the NAVD 88
 AE0843.geopotential number by the normal gravity value computed on the
 AE0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0843.degrees latitude (g = 980.6199 gals.).
 AE0843
 AE0843.The modeled gravity was interpolated from observed gravity values.
 AE0843
 AE0843;                    North         East    Units  Estimated Accuracy
 AE0843;SPC TX S     - 5,115,440.      288,500.      MT  (+/- 180 meters Scaled)
 AE0843
 AE0843                          SUPERSEDED SURVEY CONTROL
 AE0843
 AE0843  NGVD 29 (??/??/92)  138.782  (m)          455.32   (f) ADJ UNCH    2 0
 AE0843
 AE0843.Superseded values are not recommended for survey control.
 AE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0843.See file dsdata.txt to determine how the superseded data were derived.
 AE0843
 AE0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ382542(NAD 83)
 AE0843_MARKER: DB = BENCH MARK DISK
 AE0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0843_STAMPING: Y 770 1942
 AE0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0843+STABILITY: SURFACE MOTION
 AE0843
 AE0843  HISTORY     - Date     Condition        Report By
 AE0843  HISTORY     - 1942     MONUMENTED       CGS
 AE0843  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0843
 AE0843                          STATION DESCRIPTION
 AE0843
 AE0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0843'5.7 MI W FROM LA GLORIA.
 AE0843'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 5.7 MILES
 AE0843'WESTERLY ALONG A COUNTY GRADED ROAD TO CATTLE GUARD ACROSS THE ROAD
 AE0843'AND SITE OF BENCH MARK.  BENCH MARK IS 112.0 FEET SOUTHEAST OF THE
 AE0843'CENTERLINE OF THE CATTLE GUARD.  IT IS 29.8 FEET SOUTH OF AND ABOUT
 AE0843'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 9.5 FEET SOUTH OF
 AE0843'THE SOUTH RIGHT-OF-WAY FENCE.  MONUMENT IS 2.7 FEET EAST OF A 4X4 INCH
 AE0843'WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AE0843
 AE0843                          STATION RECOVERY (1972)
 AE0843
 AE0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1136 ***********************************************************************
 AE1136  DESIGNATION -  Y 771
 AE1136  PID         -  AE1136
 AE1136  STATE/COUNTY-  TX/ZAPATA
 AE1136  USGS QUAD   -  LOPENO (1965)
 AE1136
 AE1136                         *CURRENT SURVEY CONTROL
 AE1136  ___________________________________________________________________
 AE1136* NAD 83(1986)-  26 41 41.     (N)    099 01 47.     (W)     SCALED    
 AE1136* NAVD 88     -       120.058  (meters)     393.89   (feet)  ADJUSTED  
 AE1136  ___________________________________________________________________
 AE1136  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AE1136  DYNAMIC HT  -         119.862 (meters)     393.25  (feet)  COMP
 AE1136  MODELED GRAV-     979,017.6   (mgal)                       NAVD 88
 AE1136
 AE1136  VERT ORDER  -  SECOND    CLASS 0
 AE1136
 AE1136.The horizontal coordinates were scaled from a topographic map and have
 AE1136.an estimated accuracy of +/- 6 seconds.
 AE1136
 AE1136.The orthometric height was determined by differential leveling
 AE1136.and adjusted by the National Geodetic Survey in June 1991..
 AE1136
 AE1136.The geoid height was determined by GEOID03.
 AE1136
 AE1136.The dynamic height is computed by dividing the NAVD 88
 AE1136.geopotential number by the normal gravity value computed on the
 AE1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1136.degrees latitude (g = 980.6199 gals.).
 AE1136
 AE1136.The modeled gravity was interpolated from observed gravity values.
 AE1136
 AE1136;                    North         East    Units  Estimated Accuracy
 AE1136;SPC TX S     - 5,114,010.      247,290.      MT  (+/- 180 meters Scaled)
 AE1136
 AE1136                          SUPERSEDED SURVEY CONTROL
 AE1136
 AE1136  NGVD 29 (??/??/92)  120.110  (m)          394.06   (f) ADJ UNCH    2 0
 AE1136
 AE1136.Superseded values are not recommended for survey control.
 AE1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1136.See file dsdata.txt to determine how the superseded data were derived.
 AE1136
 AE1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ970526(NAD 83)
 AE1136_MARKER: DB = BENCH MARK DISK
 AE1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1136_STAMPING: Y 771 1942
 AE1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1136+STABILITY: SURFACE MOTION
 AE1136
 AE1136  HISTORY     - Date     Condition        Report By
 AE1136  HISTORY     - 1942     MONUMENTED       CGS
 AE1136  HISTORY     - 1965     GOOD             USGS
 AE1136
 AE1136                          STATION DESCRIPTION
 AE1136
 AE1136'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE1136'11.0 MI NE FROM FALCON.
 AE1136'4.4 MI. SOUTH ALONG U.S. HWY 83 FROM THE POST OFFICE AT LOPENO. THENCE
 AE1136'5.4 MI. NE ALONG A GRADED GRAVEL RD (COUNTY RD).  740 FT SW OF A
 AE1136'CATTLEGUARD AND SIGN, PEDERNAL RANCH.  195 FT NE OF A WOODEN BRIDGE.
 AE1136'43 FT SW OF ANOTHER WOODEN BRIDGE.  22 FT SE OF THE CENTER LINE OF THE
 AE1136'RD, 2 FT NW OF THE ROW FENCE, AND LEVEL WITH THE RD.  A NGS STANDARD
 AE1136'DISK, STAMPED Y 771 1942, SET IN THE TOP OF A CONCRETE POST WITH THE
 AE1136'TOP 10 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1004 ***********************************************************************
 AE1004  DESIGNATION -  Y 772
 AE1004  PID         -  AE1004
 AE1004  STATE/COUNTY-  TX/STARR
 AE1004  USGS QUAD   -  SALINENO (1980)
 AE1004
 AE1004                         *CURRENT SURVEY CONTROL
 AE1004  ___________________________________________________________________
 AE1004* NAD 83(1986)-  26 32 00.     (N)    099 05 35.     (W)     SCALED    
 AE1004* NAVD 88     -       101.698  (meters)     333.65   (feet)  ADJUSTED  
 AE1004  ___________________________________________________________________
 AE1004  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AE1004  DYNAMIC HT  -         101.532 (meters)     333.11  (feet)  COMP
 AE1004  MODELED GRAV-     979,015.0   (mgal)                       NAVD 88
 AE1004
 AE1004  VERT ORDER  -  FIRST     CLASS II
 AE1004
 AE1004.The horizontal coordinates were scaled from a topographic map and have
 AE1004.an estimated accuracy of +/- 6 seconds.
 AE1004
 AE1004.The orthometric height was determined by differential leveling
 AE1004.and adjusted by the National Geodetic Survey in June 1991..
 AE1004.WARNING-Repeat measurements at this control monument indicate possible
 AE1004.vertical movement.
 AE1004
 AE1004.The geoid height was determined by GEOID03.
 AE1004
 AE1004.The dynamic height is computed by dividing the NAVD 88
 AE1004.geopotential number by the normal gravity value computed on the
 AE1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1004.degrees latitude (g = 980.6199 gals.).
 AE1004
 AE1004.The modeled gravity was interpolated from observed gravity values.
 AE1004
 AE1004;                    North         East    Units  Estimated Accuracy
 AE1004;SPC TX S     - 5,096,160.      240,900.      MT  (+/- 180 meters Scaled)
 AE1004
 AE1004                          SUPERSEDED SURVEY CONTROL
 AE1004
 AE1004  NGVD 29 (??/??/92)  101.669  (m)          333.56   (f) ADJ UNCH    1 2
 AE1004
 AE1004.Superseded values are not recommended for survey control.
 AE1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1004.See file dsdata.txt to determine how the superseded data were derived.
 AE1004
 AE1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ907347(NAD 83)
 AE1004_MARKER: DB = BENCH MARK DISK
 AE1004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1004_SP_SET: CULVERT
 AE1004_STAMPING: Y 772 1942
 AE1004_MARK LOGO: CGS   
 AE1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1004
 AE1004  HISTORY     - Date     Condition        Report By
 AE1004  HISTORY     - 1942     MONUMENTED       CGS
 AE1004  HISTORY     - 1956     GOOD             NGS
 AE1004  HISTORY     - 1981     GOOD             NGS
 AE1004
 AE1004                          STATION DESCRIPTION
 AE1004
 AE1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1004'2.9 MI SE FROM FALCON HIGHTS.
 AE1004'2.9 MILES SOUTHEAST ALONG FARM ROAD 2098 FROM THE POST OFFICE AT
 AE1004'FALCON HIGHTS, 0.2 MILE NORTHWEST OF A JUNCTION WITH U.S. HIGHWAY 83,
 AE1004'136 FEET SOUTHWEST OF THE WEST CORNER OF A SMALL HOUSE, 17 FEET
 AE1004'NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE
 AE1004'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
 AE1004
 AE1004                          STATION RECOVERY (1981)
 AE1004
 AE1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0791 ***********************************************************************
 AB0791  DESIGNATION -  Y 773
 AB0791  PID         -  AB0791
 AB0791  STATE/COUNTY-  TX/HIDALGO
 AB0791  USGS QUAD   -  MERCEDES (1983)
 AB0791
 AB0791                         *CURRENT SURVEY CONTROL
 AB0791  ___________________________________________________________________
 AB0791* NAD 83(1986)-  26 09 27.     (N)    097 58 45.     (W)     SCALED    
 AB0791* NAVD 88     -        22.573  (meters)      74.06   (feet)  ADJUSTED  
 AB0791  ___________________________________________________________________
 AB0791  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AB0791  DYNAMIC HT  -          22.536 (meters)      73.94  (feet)  COMP
 AB0791  MODELED GRAV-     979,007.5   (mgal)                       NAVD 88
 AB0791
 AB0791  VERT ORDER  -  FIRST     CLASS II
 AB0791
 AB0791.The horizontal coordinates were scaled from a topographic map and have
 AB0791.an estimated accuracy of +/- 6 seconds.
 AB0791
 AB0791.The orthometric height was determined by differential leveling
 AB0791.and adjusted by the National Geodetic Survey in June 1991..
 AB0791
 AB0791.The geoid height was determined by GEOID03.
 AB0791
 AB0791.The dynamic height is computed by dividing the NAVD 88
 AB0791.geopotential number by the normal gravity value computed on the
 AB0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0791.degrees latitude (g = 980.6199 gals.).
 AB0791
 AB0791.The modeled gravity was interpolated from observed gravity values.
 AB0791
 AB0791;                    North         East    Units  Estimated Accuracy
 AB0791;SPC TX S     - 5,054,490.      352,080.      MT  (+/- 180 meters Scaled)
 AB0791
 AB0791                          SUPERSEDED SURVEY CONTROL
 AB0791
 AB0791  NGVD 29 (??/??/92)   22.692  (m)           74.45   (f) ADJ UNCH    1 2
 AB0791
 AB0791.Superseded values are not recommended for survey control.
 AB0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0791.See file dsdata.txt to determine how the superseded data were derived.
 AB0791
 AB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP020935(NAD 83)
 AB0791_MARKER: DB = BENCH MARK DISK
 AB0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0791_SP_SET: CULVERT
 AB0791_STAMPING: Y 773 1942
 AB0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0791
 AB0791  HISTORY     - Date     Condition        Report By
 AB0791  HISTORY     - 1942     MONUMENTED       CGS
 AB0791  HISTORY     - 1943     GOOD             NGS
 AB0791  HISTORY     - 20040206 MARK NOT FOUND   GEOCAC
 AB0791
 AB0791                          STATION DESCRIPTION
 AB0791
 AB0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0791'0.6 MI E FROM WESLACO.
 AB0791'BENCH MARK IS ABOUT 0.6 MILE EAST OF THE MISSOURI PACIFIC RAILROAD
 AB0791'STATION AT WESLACO, ABOUT 4.0 MILES WEST OF THE STATION AT MERCEDES,
 AB0791'AND 44.0 FEET SOUTHWEST OF MILE POLE NO. A-18.  IT IS 48.0 FEET SOUTH
 AB0791'OF THE CENTERLINE OF THE TRACKS, 21.0 FEET NORTH OF THE CENTERLINE OF
 AB0791'U.S. HIGHWAY NO. 83 AND IS SET HORIZONTALLY IN THE WEST END OF THE
 AB0791'NORTH HEADWALL OF CONCRETE CULVERT UNDER THE HIGHWAY.  A DISK SET IN
 AB0791'CONCRETE HEADWALL.
 AB0791
 AB0791                          STATION RECOVERY (2004)
 AB0791
 AB0791'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0791'ROAD HAS BEEN WIDENED AND MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0792 ***********************************************************************
 AB0792  DESIGNATION -  Y 773 RESET 1951
 AB0792  PID         -  AB0792
 AB0792  STATE/COUNTY-  TX/HIDALGO
 AB0792  USGS QUAD   -  MERCEDES (1983)
 AB0792
 AB0792                         *CURRENT SURVEY CONTROL
 AB0792  ___________________________________________________________________
 AB0792* NAD 83(1986)-  26 09 27.     (N)    097 58 45.     (W)     SCALED    
 AB0792* NAVD 88     -        22.780  (meters)      74.74   (feet)  ADJUSTED  
 AB0792  ___________________________________________________________________
 AB0792  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AB0792  DYNAMIC HT  -          22.743 (meters)      74.62  (feet)  COMP
 AB0792  MODELED GRAV-     979,007.5   (mgal)                       NAVD 88
 AB0792
 AB0792  VERT ORDER  -  FIRST     CLASS II
 AB0792
 AB0792.The horizontal coordinates were scaled from a topographic map and have
 AB0792.an estimated accuracy of +/- 6 seconds.
 AB0792
 AB0792.The orthometric height was determined by differential leveling
 AB0792.and adjusted by the National Geodetic Survey in June 1991..
 AB0792
 AB0792.The geoid height was determined by GEOID03.
 AB0792
 AB0792.The dynamic height is computed by dividing the NAVD 88
 AB0792.geopotential number by the normal gravity value computed on the
 AB0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0792.degrees latitude (g = 980.6199 gals.).
 AB0792
 AB0792.The modeled gravity was interpolated from observed gravity values.
 AB0792
 AB0792;                    North         East    Units  Estimated Accuracy
 AB0792;SPC TX S     - 5,054,490.      352,080.      MT  (+/- 180 meters Scaled)
 AB0792
 AB0792                          SUPERSEDED SURVEY CONTROL
 AB0792
 AB0792.No superseded survey control is available for this station.
 AB0792
 AB0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP020935(NAD 83)
 AB0792_MARKER: DB = BENCH MARK DISK
 AB0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0792_SP_SET: CURB
 AB0792_STAMPING: Y 773 1942 RESET 1951
 AB0792_MARK LOGO: CGS   
 AB0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0792
 AB0792  HISTORY     - Date     Condition        Report By
 AB0792  HISTORY     - 1951     MONUMENTED       CGS
 AB0792  HISTORY     - 1981     GOOD             NGS
 AB0792  HISTORY     - 20040206 MARK NOT FOUND   GEOCAC
 AB0792
 AB0792                          STATION DESCRIPTION
 AB0792
 AB0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0792'0.6 MI E FROM WESLACO.
 AB0792'0.6 MILE EAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILWAY FROM
 AB0792'THE STATION AT WESLACO, HILDALGO COUNTY, 44 FEET SOUTHWEST OF MILEPOST
 AB0792'A 18, 47 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND IN THE
 AB0792'NORTH CONCRETE CURB OF U.S. HIGHWAY 83.  A STANDARD DISK, STAMPED Y
 AB0792'773 1942 RESET 1951.
 AB0792
 AB0792                          STATION RECOVERY (1981)
 AB0792
 AB0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0792'1.1 KM (O.7 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB0792'OF FARM ROAD 88 AT WESLACO IN THE JUNCTION OF UTAH AVENUE, NORTHEAST
 AB0792'AND ACROSS HIGHWAY FROM ED PAYNE MOTORS, SET IN THE TOP OF A CURB,
 AB0792'7.3 METERS (24.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0792'73.2 METERS (240.0 FT) WEST OF THE CENTER OF UTAH AVENUE, 19.2 METERS
 AB0792'(63.0 FT) WEST OF A METAL LIGHT POLE, 4.0 METERS (13.0 FT) WEST
 AB0792'SOUTHWEST OF A 12 INCH DIAMETER PALM TREE, AND 1.5 METERS (5.0 FT)
 AB0792'WEST OF A SEWER DRAIN.
 AB0792'THE MARK IS 0.01 M ABOVE HIGHWAY.
 AB0792
 AB0792                          STATION RECOVERY (2004)
 AB0792
 AB0792'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0792'ROAD HAS BEEN WIDENED AND MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0866 ***********************************************************************
 AE0866  DESIGNATION -  Y 774
 AE0866  PID         -  AE0866
 AE0866  STATE/COUNTY-  TX/JIM HOGG
 AE0866  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0866
 AE0866                         *CURRENT SURVEY CONTROL
 AE0866  ___________________________________________________________________
 AE0866* NAD 83(1986)-  26 48 01.     (N)    098 35 50.     (W)     SCALED    
 AE0866* NAVD 88     -       135.849  (meters)     445.70   (feet)  ADJUSTED  
 AE0866  ___________________________________________________________________
 AE0866  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AE0866  DYNAMIC HT  -         135.627 (meters)     444.97  (feet)  COMP
 AE0866  MODELED GRAV-     979,010.8   (mgal)                       NAVD 88
 AE0866
 AE0866  VERT ORDER  -  SECOND    CLASS 0
 AE0866
 AE0866.The horizontal coordinates were scaled from a topographic map and have
 AE0866.an estimated accuracy of +/- 6 seconds.
 AE0866
 AE0866.The orthometric height was determined by differential leveling
 AE0866.and adjusted by the National Geodetic Survey in June 1991..
 AE0866
 AE0866.The geoid height was determined by GEOID03.
 AE0866
 AE0866.The dynamic height is computed by dividing the NAVD 88
 AE0866.geopotential number by the normal gravity value computed on the
 AE0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0866.degrees latitude (g = 980.6199 gals.).
 AE0866
 AE0866.The modeled gravity was interpolated from observed gravity values.
 AE0866
 AE0866;                    North         East    Units  Estimated Accuracy
 AE0866;SPC TX S     - 5,125,600.      290,330.      MT  (+/- 180 meters Scaled)
 AE0866
 AE0866                          SUPERSEDED SURVEY CONTROL
 AE0866
 AE0866  NGVD 29 (??/??/92)  135.904  (m)          445.88   (f) ADJ UNCH    2 0
 AE0866
 AE0866.Superseded values are not recommended for survey control.
 AE0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0866.See file dsdata.txt to determine how the superseded data were derived.
 AE0866
 AE0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ400643(NAD 83)
 AE0866_MARKER: DB = BENCH MARK DISK
 AE0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0866_STAMPING: Y 774 1942
 AE0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0866+STABILITY: SURFACE MOTION
 AE0866
 AE0866  HISTORY     - Date     Condition        Report By
 AE0866  HISTORY     - 1942     MONUMENTED       CGS
 AE0866
 AE0866                          STATION DESCRIPTION
 AE0866
 AE0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0866'3.0 MI E FROM RANCHO VIEJO.
 AE0866'TO REACH FROM A MEXICAN SETTLEMENT CALLED RANCHO VIEJO (ABOUT MIDWAY
 AE0866'BETWEEN RIO GRANDE CITY AND HEBBRONVILLE), PROCEED 3.0 MILES EASTERLY
 AE0866'ALONG A DIRT TRACK ROAD TO A CATTLE GUARD AND SITE OF BENCH MARK.
 AE0866'BENCH MARK IS 72.0 YARDS EAST OF THE CENTERLINE OF A CATTLE GUARD
 AE0866'ACROSS THE ROAD.  IT IS 18.5 FEET SOUTH OF AND ABOUT THE SAME
 AE0866'ELEVATION AS THE CENTERLINE OF THE ROAD, 1.3 FEET NORTH OF A FENCE
 AE0866'LINE RUNNING EAST AND WEST.  MONUMENT IS 3.0 FEET WEST OF A 4X4 INCH
 AE0866'WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1177 ***********************************************************************
 AE1177  DESIGNATION -  Y 775
 AE1177  PID         -  AE1177
 AE1177  STATE/COUNTY-  TX/ZAPATA
 AE1177  USGS QUAD   -  ZAPATA (1979)
 AE1177
 AE1177                         *CURRENT SURVEY CONTROL
 AE1177  ___________________________________________________________________
 AE1177* NAD 83(1986)-  26 53 22.     (N)    099 17 07.     (W)     SCALED    
 AE1177* NAVD 88     -       103.805  (meters)     340.57   (feet)  ADJUSTED  
 AE1177  ___________________________________________________________________
 AE1177  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AE1177  DYNAMIC HT  -         103.637 (meters)     340.02  (feet)  COMP
 AE1177  MODELED GRAV-     979,032.5   (mgal)                       NAVD 88
 AE1177
 AE1177  VERT ORDER  -  SECOND    CLASS 0
 AE1177
 AE1177.The horizontal coordinates were scaled from a topographic map and have
 AE1177.an estimated accuracy of +/- 6 seconds.
 AE1177
 AE1177.The orthometric height was determined by differential leveling
 AE1177.and adjusted by the National Geodetic Survey in June 1991..
 AE1177
 AE1177.The geoid height was determined by GEOID03.
 AE1177
 AE1177.The dynamic height is computed by dividing the NAVD 88
 AE1177.geopotential number by the normal gravity value computed on the
 AE1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1177.degrees latitude (g = 980.6199 gals.).
 AE1177
 AE1177.The modeled gravity was interpolated from observed gravity values.
 AE1177
 AE1177;                    North         East    Units  Estimated Accuracy
 AE1177;SPC TX S     - 5,135,720.      221,990.      MT  (+/- 180 meters Scaled)
 AE1177
 AE1177                          SUPERSEDED SURVEY CONTROL
 AE1177
 AE1177  NGVD 29 (??/??/92)  103.86   (m)          340.7    (f) COMPUTED    2 0
 AE1177
 AE1177.Superseded values are not recommended for survey control.
 AE1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1177.See file dsdata.txt to determine how the superseded data were derived.
 AE1177
 AE1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ716742(NAD 83)
 AE1177_MARKER: DB = BENCH MARK DISK
 AE1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1177_STAMPING: Y775 1943
 AE1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1177+STABILITY: SURFACE MOTION
 AE1177
 AE1177  HISTORY     - Date     Condition        Report By
 AE1177  HISTORY     - 1943     MONUMENTED       CGS
 AE1177
 AE1177                          STATION DESCRIPTION
 AE1177
 AE1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1177'2.1 MI NE FROM ZAPATA.
 AE1177'TO REACH FROM THE INTERSECTION OF THE HEBBRONVILLE ROAD AND U.S.
 AE1177'HIGHWAY NO. 83 (0.3 MILE EAST OF THE COURT HOUSE AT ZAPATA) PROCEED
 AE1177'1.8 MILE NORTHEAST ALONG THE HEBBRONVILLE ROAD TO SITE OF BENCH MARK.
 AE1177'BENCH MARK IS 0.3 MILE NORTHEAST OF A CATTLE GUARD, 0.1 MILE SOUTHWEST
 AE1177'OF A SMALL MEXICAN HOUSE.  IT IS 18.0 FEET SOUTHEAST OF AND ABOUT THE
 AE1177'SAME ELEVATION AS THE CENTERLINE OF ROAD, 2.0 FEET SOUTHEAST OF THE
 AE1177'RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH
 AE1177'WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1062 ***********************************************************************
 AE1062  DESIGNATION -  Y 775 RESET 1947
 AE1062  PID         -  AE1062
 AE1062  STATE/COUNTY-  TX/ZAPATA
 AE1062  USGS QUAD   -  ZAPATA (1979)
 AE1062
 AE1062                         *CURRENT SURVEY CONTROL
 AE1062  ___________________________________________________________________
 AE1062* NAD 83(1986)-  26 53 22.     (N)    099 17 10.     (W)     SCALED    
 AE1062* NAVD 88     -       103.855  (meters)     340.73   (feet)  ADJUSTED  
 AE1062  ___________________________________________________________________
 AE1062  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AE1062  DYNAMIC HT  -         103.687 (meters)     340.18  (feet)  COMP
 AE1062  MODELED GRAV-     979,032.5   (mgal)                       NAVD 88
 AE1062
 AE1062  VERT ORDER  -  FIRST     CLASS II
 AE1062
 AE1062.The horizontal coordinates were scaled from a topographic map and have
 AE1062.an estimated accuracy of +/- 6 seconds.
 AE1062
 AE1062.The orthometric height was determined by differential leveling
 AE1062.and adjusted by the National Geodetic Survey in June 1991..
 AE1062.WARNING-Repeat measurements at this control monument indicate possible
 AE1062.vertical movement.
 AE1062
 AE1062.The geoid height was determined by GEOID03.
 AE1062
 AE1062.The dynamic height is computed by dividing the NAVD 88
 AE1062.geopotential number by the normal gravity value computed on the
 AE1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1062.degrees latitude (g = 980.6199 gals.).
 AE1062
 AE1062.The modeled gravity was interpolated from observed gravity values.
 AE1062
 AE1062;                    North         East    Units  Estimated Accuracy
 AE1062;SPC TX S     - 5,135,720.      221,910.      MT  (+/- 180 meters Scaled)
 AE1062
 AE1062                          SUPERSEDED SURVEY CONTROL
 AE1062
 AE1062  NGVD 29 (??/??/92)  103.868  (m)          340.77   (f) ADJ UNCH    1 2
 AE1062
 AE1062.Superseded values are not recommended for survey control.
 AE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1062.See file dsdata.txt to determine how the superseded data were derived.
 AE1062
 AE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ715742(NAD 83)
 AE1062_MARKER: DB = BENCH MARK DISK
 AE1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1062_STAMPING: Y 775 RESET 1947
 AE1062_MARK LOGO: CGS   
 AE1062_PROJECTION: PROJECTING 30 CENTIMETERS
 AE1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1062+STABILITY: SURFACE MOTION
 AE1062
 AE1062  HISTORY     - Date     Condition        Report By
 AE1062  HISTORY     - 1947     MONUMENTED       CGS
 AE1062  HISTORY     - 1956     GOOD             NGS
 AE1062  HISTORY     - 1981     GOOD             NGS
 AE1062
 AE1062                          STATION DESCRIPTION
 AE1062
 AE1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1062'1.7 MI SW FROM ZAPATA.
 AE1062'1.7 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1062'ZAPATA, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD, 64 FEET
 AE1062'NORTHEAST OF A POWER POLE, 10 FEET SOUTHEAST OF A FENCE, 1.5 FEET
 AE1062'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AE1062'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AE1062
 AE1062                          STATION RECOVERY (1981)
 AE1062
 AE1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1062'2.6 KM (1.6 MI) SOUTHWEST ALONG FARM ROAD 496 FROM THE JUNCTION OF
 AE1062'U.S. HIGHWAY 83 AT ZAPATA, 0.32 KM (0.2 MI) NORTHEAST OF A LARGE
 AE1062'TRIPLE BOX CULVERT UNDER ROAD, 20.7 METERS (68.0 FT) SOUTHEAST OF THE
 AE1062'CENTER OF THE ROAD, 0.94 METERS (65.0 FT) NORTHEAST OF A POWERLINE
 AE1062'POLE, AND 2.4 METERS (8.0 FT) SOUTHEAST OF A FENCE LINE.
 AE1062'THE MARK IS 2.4 METERS  SE FROM A WITNESS POST.
 AE1062'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0119 ***********************************************************************
 AB0119  DESIGNATION -  Y 776
 AB0119  PID         -  AB0119
 AB0119  STATE/COUNTY-  TX/CAMERON
 AB0119  USGS QUAD   -  SOUTHMOST (1955)
 AB0119
 AB0119                         *CURRENT SURVEY CONTROL
 AB0119  ___________________________________________________________________
 AB0119* NAD 83(1986)-  25 51 57.     (N)    097 24 28.     (W)     SCALED    
 AB0119* NAVD 88     -         4.795  (meters)      15.73   (feet)  ADJUSTED  
 AB0119  ___________________________________________________________________
 AB0119  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 AB0119  DYNAMIC HT  -           4.787 (meters)      15.71  (feet)  COMP
 AB0119  MODELED GRAV-     979,034.0   (mgal)                       NAVD 88
 AB0119
 AB0119  VERT ORDER  -  SECOND    CLASS 0
 AB0119
 AB0119.The horizontal coordinates were scaled from a topographic map and have
 AB0119.an estimated accuracy of +/- 6 seconds.
 AB0119
 AB0119.The orthometric height was determined by differential leveling
 AB0119.and adjusted by the National Geodetic Survey in June 1991..
 AB0119
 AB0119.The geoid height was determined by GEOID03.
 AB0119
 AB0119.The dynamic height is computed by dividing the NAVD 88
 AB0119.geopotential number by the normal gravity value computed on the
 AB0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0119.degrees latitude (g = 980.6199 gals.).
 AB0119
 AB0119.The modeled gravity was interpolated from observed gravity values.
 AB0119
 AB0119;                    North         East    Units  Estimated Accuracy
 AB0119;SPC TX S     - 5,022,540.      409,480.      MT  (+/- 180 meters Scaled)
 AB0119
 AB0119                          SUPERSEDED SURVEY CONTROL
 AB0119
 AB0119  NGVD 29 (??/??/92)    4.888  (m)           16.04   (f) ADJ UNCH    2 0
 AB0119
 AB0119.Superseded values are not recommended for survey control.
 AB0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0119.See file dsdata.txt to determine how the superseded data were derived.
 AB0119
 AB0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP595617(NAD 83)
 AB0119_MARKER: DB = BENCH MARK DISK
 AB0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0119_SP_SET: CULVERT
 AB0119_STAMPING: Y 776 1942
 AB0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0119
 AB0119  HISTORY     - Date     Condition        Report By
 AB0119  HISTORY     - 1942     MONUMENTED       CGS
 AB0119  HISTORY     - 1950     GOOD             NGS
 AB0119
 AB0119                          STATION DESCRIPTION
 AB0119
 AB0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0119'7.8 MI SE FROM BROWNSVILLE.
 AB0119'FROM THE N. END OF THE GATEWAY BRIDGE IN BROWNSVILLE, GO NE. ON STATE
 AB0119'HIGHWAY 4 (E 14TH STREET) FOR 1.4 MILES TO THE INTERSECTION OF
 AB0119'SOUTHMOST ROAD, TURN SE. (RIGHT) ON SOUTHMOST ROAD AND GO 6.4 MILES TO
 AB0119'A LARGE CONCRETE CULVERT NEAR A T ROAD INTERSECTION AND SITE OF MARK.
 AB0119'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE W. END OF THE S. HEADWALL
 AB0119'OF THE CULVERT, 60 FT. W. OF THE CENTER OF THE INTERSECTION OF THE T
 AB0119'ROAD, 3 FT. S. OF AND 6 FT. BELOW THE CENTERLINE OF THE ROAD. A
 AB0119'STANDARD DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0601 ***********************************************************************
 AJ0601  DESIGNATION -  Y 777
 AJ0601  PID         -  AJ0601
 AJ0601  STATE/COUNTY-  TX/JIM HOGG
 AJ0601  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0601
 AJ0601                         *CURRENT SURVEY CONTROL
 AJ0601  ___________________________________________________________________
 AJ0601* NAD 83(1986)-  27 04 09.     (N)    098 49 23.     (W)     SCALED    
 AJ0601* NAVD 88     -       219.616  (meters)     720.52   (feet)  ADJUSTED  
 AJ0601  ___________________________________________________________________
 AJ0601  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AJ0601  DYNAMIC HT  -         219.257 (meters)     719.35  (feet)  COMP
 AJ0601  MODELED GRAV-     979,010.5   (mgal)                       NAVD 88
 AJ0601
 AJ0601  VERT ORDER  -  SECOND    CLASS 0
 AJ0601
 AJ0601.The horizontal coordinates were scaled from a topographic map and have
 AJ0601.an estimated accuracy of +/- 6 seconds.
 AJ0601
 AJ0601.The orthometric height was determined by differential leveling
 AJ0601.and adjusted by the National Geodetic Survey in June 1991..
 AJ0601
 AJ0601.The geoid height was determined by GEOID03.
 AJ0601
 AJ0601.The dynamic height is computed by dividing the NAVD 88
 AJ0601.geopotential number by the normal gravity value computed on the
 AJ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0601.degrees latitude (g = 980.6199 gals.).
 AJ0601
 AJ0601.The modeled gravity was interpolated from observed gravity values.
 AJ0601
 AJ0601;                    North         East    Units  Estimated Accuracy
 AJ0601;SPC TX S     - 5,155,430.      267,960.      MT  (+/- 180 meters Scaled)
 AJ0601
 AJ0601                          SUPERSEDED SURVEY CONTROL
 AJ0601
 AJ0601  NGVD 29 (??/??/92)  219.626  (m)          720.56   (f) ADJ UNCH    2 0
 AJ0601
 AJ0601.Superseded values are not recommended for survey control.
 AJ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0601.See file dsdata.txt to determine how the superseded data were derived.
 AJ0601
 AJ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ175941(NAD 83)
 AJ0601_MARKER: DB = BENCH MARK DISK
 AJ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0601_STAMPING: Y 777 1942
 AJ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0601+STABILITY: SURFACE MOTION
 AJ0601
 AJ0601  HISTORY     - Date     Condition        Report By
 AJ0601  HISTORY     - 1942     MONUMENTED       CGS
 AJ0601  HISTORY     - 1968     GOOD             NGS
 AJ0601
 AJ0601                          STATION DESCRIPTION
 AJ0601
 AJ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AJ0601'19.95 MI SW FROM HEBBRONVILLE.
 AJ0601'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAYS 16-285 FROM THERE JUNCTION
 AJ0601'WITH STATE HIGHWAY 359 IN HEBBRONVILLE, THENCE 19.45 MILES TO A ROAD
 AJ0601'FORK, THENCE 0.1 MILE SOUTH ALONG A DIRT ROAD TO SITE OF BENCH MARK,
 AJ0601'90 YARDS SOUTHEAST OF THE CENTER OF A LONG CURVE IN THE ROAD, 78 FEET
 AJ0601'NORTH OF THE CENTER OF A CATTLE GUARD, 30 FEET EAST OF THE CENTER LINE
 AJ0601'OF THE NORTHSOUTH ROAD, 5 FEET NORTHWEST OF AN OFFSET FENCE CORNER,
 AJ0601'AND 6 INCHES WEST OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK
 AJ0601'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 AJ0601'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0649 ***********************************************************************
 AJ0649  DESIGNATION -  Y 778
 AJ0649  PID         -  AJ0649
 AJ0649  STATE/COUNTY-  TX/JIM HOGG
 AJ0649  USGS QUAD   -  RANDADO (1972)
 AJ0649
 AJ0649                         *CURRENT SURVEY CONTROL
 AJ0649  ___________________________________________________________________
 AJ0649* NAD 83(1986)-  27 05 54.     (N)    098 55 23.     (W)     SCALED    
 AJ0649* NAVD 88     -       199.610  (meters)     654.89   (feet)  POSTED    
 AJ0649  ___________________________________________________________________
 AJ0649  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AJ0649  DYNAMIC HT  -         199.290 (meters)     653.84  (feet)  COMP
 AJ0649  MODELED GRAV-     979,021.3   (mgal)                       NAVD 88
 AJ0649
 AJ0649  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0649
 AJ0649.The horizontal coordinates were scaled from a topographic map and have
 AJ0649.an estimated accuracy of +/- 6 seconds.
 AJ0649
 AJ0649.The orthometric height was determined by differential leveling
 AJ0649.and adjusted by the National Geodetic Survey in 1992..
 AJ0649.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0649.rate of 1.1 thru 2.0 mm/km.
 AJ0649
 AJ0649.The geoid height was determined by GEOID03.
 AJ0649
 AJ0649.The dynamic height is computed by dividing the NAVD 88
 AJ0649.geopotential number by the normal gravity value computed on the
 AJ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0649.degrees latitude (g = 980.6199 gals.).
 AJ0649
 AJ0649.The modeled gravity was interpolated from observed gravity values.
 AJ0649
 AJ0649;                    North         East    Units  Estimated Accuracy
 AJ0649;SPC TX S     - 5,158,690.      258,050.      MT  (+/- 180 meters Scaled)
 AJ0649
 AJ0649                          SUPERSEDED SURVEY CONTROL
 AJ0649
 AJ0649  NGVD 29 (??/??/92)  199.623  (m)          654.93   (f) ADJ UNCH    2 0
 AJ0649
 AJ0649.Superseded values are not recommended for survey control.
 AJ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0649.See file dsdata.txt to determine how the superseded data were derived.
 AJ0649
 AJ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ076973(NAD 83)
 AJ0649_MARKER: DB = BENCH MARK DISK
 AJ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0649_STAMPING: Y 778 1943
 AJ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0649+STABILITY: SURFACE MOTION
 AJ0649
 AJ0649  HISTORY     - Date     Condition        Report By
 AJ0649  HISTORY     - 1943     MONUMENTED       CGS
 AJ0649  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0649
 AJ0649                          STATION DESCRIPTION
 AJ0649
 AJ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0649'1.4 MI NW FROM PETROLEUM.
 AJ0649'TO REACH FROM THE PETROLEUM X-ROADS, PROCEED WESTERLY ON GRADED ROAD,
 AJ0649'GO 0.4 MILE.  TURN NORTHERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE, AND
 AJ0649'GO 1.0 MILE TO SITE OF BENCH MARK.  BENCH MARK IS AT THE SOUTH END OF
 AJ0649'A WHITE ROCK OUTCROP IN THE ROAD.  21 FEET EAST OF AND ABOUT 1.5 FEET
 AJ0649'ABOVE THE CENTERLINE OF THE ROAD.  3.0 FEET SOUTH OF A 4 BY 4 INCH
 AJ0649'WOODEN MARKER POST.  AND 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE.
 AJ0649
 AJ0649                          STATION RECOVERY (1972)
 AJ0649
 AJ0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0635 ***********************************************************************
 AJ0635  DESIGNATION -  Y 779
 AJ0635  PID         -  AJ0635
 AJ0635  STATE/COUNTY-  TX/JIM HOGG
 AJ0635  USGS QUAD   -  ALBERCAS RANCH (1972)
 AJ0635
 AJ0635                         *CURRENT SURVEY CONTROL
 AJ0635  ___________________________________________________________________
 AJ0635* NAD 83(1986)-  27 15 02.     (N)    098 56 31.     (W)     SCALED    
 AJ0635* NAVD 88     -       249.867  (meters)     819.77   (feet)  POSTED    
 AJ0635  ___________________________________________________________________
 AJ0635  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AJ0635  DYNAMIC HT  -         249.460 (meters)     818.44  (feet)  COMP
 AJ0635  MODELED GRAV-     979,025.3   (mgal)                       NAVD 88
 AJ0635
 AJ0635  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0635
 AJ0635.The horizontal coordinates were scaled from a topographic map and have
 AJ0635.an estimated accuracy of +/- 6 seconds.
 AJ0635
 AJ0635.The orthometric height was determined by differential leveling
 AJ0635.and adjusted by the National Geodetic Survey in 1992..
 AJ0635.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0635.rate of 1.1 thru 2.0 mm/km.
 AJ0635
 AJ0635.The geoid height was determined by GEOID03.
 AJ0635
 AJ0635.The dynamic height is computed by dividing the NAVD 88
 AJ0635.geopotential number by the normal gravity value computed on the
 AJ0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0635.degrees latitude (g = 980.6199 gals.).
 AJ0635
 AJ0635.The modeled gravity was interpolated from observed gravity values.
 AJ0635
 AJ0635;                    North         East    Units  Estimated Accuracy
 AJ0635;SPC TX S     - 5,175,560.      256,240.      MT  (+/- 180 meters Scaled)
 AJ0635
 AJ0635                          SUPERSEDED SURVEY CONTROL
 AJ0635
 AJ0635  NGVD 29 (??/??/92)  249.894  (m)          819.86   (f) ADJ UNCH    2 0
 AJ0635
 AJ0635.Superseded values are not recommended for survey control.
 AJ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0635.See file dsdata.txt to determine how the superseded data were derived.
 AJ0635
 AJ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR057141(NAD 83)
 AJ0635_MARKER: DB = BENCH MARK DISK
 AJ0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0635_STAMPING: Y 779 1943
 AJ0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0635+STABILITY: SURFACE MOTION
 AJ0635
 AJ0635  HISTORY     - Date     Condition        Report By
 AJ0635  HISTORY     - 1943     MONUMENTED       CGS
 AJ0635  HISTORY     - 1973     MARK NOT FOUND   USGS
 AJ0635
 AJ0635                          STATION DESCRIPTION
 AJ0635
 AJ0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0635'13.6 MI S FROM MIRANDO CITY.
 AJ0635'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0635'PAVED ROAD, GO 12.0 MILES TO END OF THE PAVEMENT AT COUNTY LINE,
 AJ0635'CONTINUE SOUTHERLY ON GRADED DIRT ROAD, AND GO 1.6 MILES TO SITE OF
 AJ0635'BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF A SMALL CURVE.  25
 AJ0635'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AJ0635'ROAD.  AND 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
 AJ0635
 AJ0635                          STATION RECOVERY (1973)
 AJ0635
 AJ0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AJ0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0003 ***********************************************************************
 AZ0003  DESIGNATION -  Y 78
 AZ0003  PID         -  AZ0003
 AZ0003  STATE/COUNTY-  TX/EDWARDS
 AZ0003  USGS QUAD   -  BLACK WATERHOLE (1971)
 AZ0003
 AZ0003                         *CURRENT SURVEY CONTROL
 AZ0003  ___________________________________________________________________
 AZ0003* NAD 83(1986)-  29 59 31.     (N)    100 29 56.     (W)     SCALED    
 AZ0003* NAVD 88     -       670.320  (meters)    2199.21   (feet)  POSTED    
 AZ0003  ___________________________________________________________________
 AZ0003  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AZ0003  DYNAMIC HT  -         669.330 (meters)    2195.96  (feet)  COMP
 AZ0003  MODELED GRAV-     979,137.4   (mgal)                       NAVD 88
 AZ0003
 AZ0003  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0003
 AZ0003.The horizontal coordinates were scaled from a topographic map and have
 AZ0003.an estimated accuracy of +/- 6 seconds.
 AZ0003
 AZ0003.The orthometric height was determined by differential leveling
 AZ0003.and adjusted by the National Geodetic Survey in 1992..
 AZ0003.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0003.rate of 1.1 thru 2.0 mm/km.
 AZ0003
 AZ0003.The geoid height was determined by GEOID03.
 AZ0003
 AZ0003.The dynamic height is computed by dividing the NAVD 88
 AZ0003.geopotential number by the normal gravity value computed on the
 AZ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0003.degrees latitude (g = 980.6199 gals.).
 AZ0003
 AZ0003.The modeled gravity was interpolated from observed gravity values.
 AZ0003
 AZ0003;                    North         East    Units  Estimated Accuracy
 AZ0003;SPC TXSC     - 4,240,160.      455,380.      MT  (+/- 180 meters Scaled)
 AZ0003
 AZ0003                          SUPERSEDED SURVEY CONTROL
 AZ0003
 AZ0003  NGVD 29 (??/??/92)  670.254  (m)         2198.99   (f) ADJ UNCH    1 2
 AZ0003
 AZ0003.Superseded values are not recommended for survey control.
 AZ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0003.See file dsdata.txt to determine how the superseded data were derived.
 AZ0003
 AZ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU554188(NAD 83)
 AZ0003_MARKER: DB = BENCH MARK DISK
 AZ0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0003_SP_SET: WALL
 AZ0003_STAMPING: 2198.992 Y 78 1931
 AZ0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0003
 AZ0003  HISTORY     - Date     Condition        Report By
 AZ0003  HISTORY     - 1931     MONUMENTED       CGS
 AZ0003  HISTORY     - 1971     GOOD             USGS
 AZ0003  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0003
 AZ0003                          STATION DESCRIPTION
 AZ0003
 AZ0003'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0003'18.3 MI SW FROM ROCKSPRINGS.
 AZ0003'17.7 MILES SW ALONG US HWY 377 FROM THE COURTHOUSE AT ROCKSPRINGS,
 AZ0003'EDWARDS COUNTY, AT THE F. J. WHITTENBURG RANCHHOUSE, 127 FEET NORTH OF
 AZ0003'THE OLD HWY, ABOUT 950 FEET NORTH OF THE HWY, 4.5 FEET WEST OF A GATE,
 AZ0003'SET IN THE TOP OF A STONE WALL AND 2.4 FEET ABOVE GROUND.  A STANDARD
 AZ0003'DISK, STAMPED 2198.992 Y 78 1931.
 AZ0003
 AZ0003                          STATION RECOVERY (1981)
 AZ0003
 AZ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1147 ***********************************************************************
 AJ1147  DESIGNATION -  Y 781
 AJ1147  PID         -  AJ1147
 AJ1147  STATE/COUNTY-  TX/JIM HOGG
 AJ1147  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ1147
 AJ1147                         *CURRENT SURVEY CONTROL
 AJ1147  ___________________________________________________________________
 AJ1147* NAD 83(1986)-  27 00 10.     (N)    098 35 21.     (W)     SCALED    
 AJ1147* NAVD 88     -       128.739  (meters)     422.37   (feet)  ADJUSTED  
 AJ1147  ___________________________________________________________________
 AJ1147  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AJ1147  DYNAMIC HT  -         128.531 (meters)     421.69  (feet)  COMP
 AJ1147  MODELED GRAV-     979,026.0   (mgal)                       NAVD 88
 AJ1147
 AJ1147  VERT ORDER  -  SECOND    CLASS 0
 AJ1147
 AJ1147.The horizontal coordinates were scaled from a topographic map and have
 AJ1147.an estimated accuracy of +/- 6 seconds.
 AJ1147
 AJ1147.The orthometric height was determined by differential leveling
 AJ1147.and adjusted by the National Geodetic Survey in June 1991..
 AJ1147
 AJ1147.The geoid height was determined by GEOID03.
 AJ1147
 AJ1147.The dynamic height is computed by dividing the NAVD 88
 AJ1147.geopotential number by the normal gravity value computed on the
 AJ1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1147.degrees latitude (g = 980.6199 gals.).
 AJ1147
 AJ1147.The modeled gravity was interpolated from observed gravity values.
 AJ1147
 AJ1147;                    North         East    Units  Estimated Accuracy
 AJ1147;SPC TX S     - 5,148,030.      291,150.      MT  (+/- 180 meters Scaled)
 AJ1147
 AJ1147                          SUPERSEDED SURVEY CONTROL
 AJ1147
 AJ1147  NGVD 29 (??/??/92)  128.778  (m)          422.50   (f) ADJ UNCH    2 0
 AJ1147
 AJ1147.Superseded values are not recommended for survey control.
 AJ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1147.See file dsdata.txt to determine how the superseded data were derived.
 AJ1147
 AJ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ407868(NAD 83)
 AJ1147_MARKER: DB = BENCH MARK DISK
 AJ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1147_STAMPING: Y 781 1943
 AJ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1147+STABILITY: SURFACE MOTION
 AJ1147
 AJ1147  HISTORY     - Date     Condition        Report By
 AJ1147  HISTORY     - 1943     MONUMENTED       CGS
 AJ1147
 AJ1147                          STATION DESCRIPTION
 AJ1147
 AJ1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ1147'8.4 MI N FROM AGUA NUEVA.
 AJ1147'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED NORTHERLY ON THE
 AJ1147'ROAD TO HEBBRONVILLE AND GO 8.4 MILES TO SITE OF BENCH MARK.  BENCH
 AJ1147'MARK IS 1.0 MILE SOUTH OF THE INTERSECTION OF THE ROAD TO THE
 AJ1147'PALANGANA RANCH.  ABOUT 50 FEET SOUTH OF A WHITE ROCK OUTCROP IN THE
 AJ1147'ROAD.  24 FEET WEST OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE
 AJ1147'ROAD.  6.0 FEET SOUTH OF A TELEPHONE LINE POLE.  3.0 FEET NORTH OF A 4
 AJ1147'BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF THE RIGHT OF WAY
 AJ1147'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0965 ***********************************************************************
 AE0965  DESIGNATION -  Y 782
 AE0965  PID         -  AE0965
 AE0965  STATE/COUNTY-  TX/JIM HOGG
 AE0965  USGS QUAD   -  SAN ANTONIO VIEJO (1993)
 AE0965
 AE0965                         *CURRENT SURVEY CONTROL
 AE0965  ___________________________________________________________________
 AE0965* NAD 83(1986)-  26 57 17.     (N)    098 49 43.     (W)     SCALED    
 AE0965* NAVD 88     -       228.563  (meters)     749.88   (feet)  ADJUSTED  
 AE0965  ___________________________________________________________________
 AE0965  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AE0965  DYNAMIC HT  -         228.188 (meters)     748.65  (feet)  COMP
 AE0965  MODELED GRAV-     979,002.5   (mgal)                       NAVD 88
 AE0965
 AE0965  VERT ORDER  -  SECOND    CLASS 0
 AE0965
 AE0965.The horizontal coordinates were scaled from a topographic map and have
 AE0965.an estimated accuracy of +/- 6 seconds.
 AE0965
 AE0965.The orthometric height was determined by differential leveling
 AE0965.and adjusted by the National Geodetic Survey in June 1991..
 AE0965
 AE0965.The geoid height was determined by GEOID03.
 AE0965
 AE0965.The dynamic height is computed by dividing the NAVD 88
 AE0965.geopotential number by the normal gravity value computed on the
 AE0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0965.degrees latitude (g = 980.6199 gals.).
 AE0965
 AE0965.The modeled gravity was interpolated from observed gravity values.
 AE0965
 AE0965;                    North         East    Units  Estimated Accuracy
 AE0965;SPC TX S     - 5,142,750.      267,370.      MT  (+/- 180 meters Scaled)
 AE0965
 AE0965                          SUPERSEDED SURVEY CONTROL
 AE0965
 AE0965  NGVD 29 (??/??/92)  228.57   (m)          749.9    (f) COMPUTED    2 0
 AE0965
 AE0965.Superseded values are not recommended for survey control.
 AE0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0965.See file dsdata.txt to determine how the superseded data were derived.
 AE0965
 AE0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ170814(NAD 83)
 AE0965_MARKER: DB = BENCH MARK DISK
 AE0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0965_STAMPING: Y 782 1943
 AE0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0965+STABILITY: SURFACE MOTION
 AE0965
 AE0965  HISTORY     - Date     Condition        Report By
 AE0965  HISTORY     - 1943     MONUMENTED       CGS
 AE0965
 AE0965                          STATION DESCRIPTION
 AE0965
 AE0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0965'0.3 MI E FROM T T EAST RANCH HEADQUARTERS.
 AE0965'TO REACH FROM THE T. T. EAST RANCH HEADQUARTERS, PROCEED EASTERLY ON
 AE0965'TRACK ROAD AND GO 0.3 MILE TO SITE OF BENCH MARK.  BENCH MARK IS 36
 AE0965'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0965'ROAD.  AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1309 ***********************************************************************
 AX1309  DESIGNATION -  Y 783
 AX1309  PID         -  AX1309
 AX1309  STATE/COUNTY-  TX/BASTROP
 AX1309  USGS QUAD   -  TOGO (1981)
 AX1309
 AX1309                         *CURRENT SURVEY CONTROL
 AX1309  ___________________________________________________________________
 AX1309* NAD 83(1986)-  29 56 50.     (N)    097 13 26.     (W)     SCALED    
 AX1309* NAVD 88     -       142.63   (+/-2cm)     467.9    (feet)  VERTCON   
 AX1309  ___________________________________________________________________
 AX1309  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AX1309
 AX1309  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1309
 AX1309.The horizontal coordinates were scaled from a topographic map and have
 AX1309.an estimated accuracy of +/- 6 seconds.
 AX1309
 AX1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1309.The vertical order pertains to the NGVD 29 superseded value.
 AX1309
 AX1309.The geoid height was determined by GEOID03.
 AX1309
 AX1309;                    North         East    Units  Estimated Accuracy
 AX1309;SPC TX C     - 3,035,300.    1,000,150.      MT  (+/- 180 meters Scaled)
 AX1309
 AX1309                          SUPERSEDED SURVEY CONTROL
 AX1309
 AX1309  NGVD 29 (??/??/92)  142.581  (m)          467.78   (f) ADJ UNCH    1 2
 AX1309
 AX1309.Superseded values are not recommended for survey control.
 AX1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1309.See file dsdata.txt to determine how the superseded data were derived.
 AX1309
 AX1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU714142(NAD 83)
 AX1309_MARKER: DB = BENCH MARK DISK
 AX1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1309_SP_SET: CULVERT
 AX1309_STAMPING: Y 783 1943
 AX1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1309
 AX1309  HISTORY     - Date     Condition        Report By
 AX1309  HISTORY     - 1943     MONUMENTED       CGS
 AX1309
 AX1309                          STATION DESCRIPTION
 AX1309
 AX1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1309'6.0 MI W FROM SMITHVILLE.
 AX1309'6.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1309'STATION AT SMITHVILLE, ABOUT 400 FEET NORTHEAST OF MILEPOST 6, AT A
 AX1309'LARGE CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST END OF THE
 AX1309'NORTHWEST HEADWALL, 12 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 AX1309'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 783
 AX1309'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2118 ***********************************************************************
 AX2118  DESIGNATION -  Y 784
 AX2118  PID         -  AX2118
 AX2118  STATE/COUNTY-  TX/CALDWELL
 AX2118  USGS QUAD   -  DALE (1981)
 AX2118
 AX2118                         *CURRENT SURVEY CONTROL
 AX2118  ___________________________________________________________________
 AX2118* NAD 83(1986)-  29 55 53.     (N)    097 31 16.     (W)     SCALED    
 AX2118* NAVD 88     -       157.82   (+/-2cm)     517.8    (feet)  VERTCON   
 AX2118  ___________________________________________________________________
 AX2118  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2118
 AX2118  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2118
 AX2118.The horizontal coordinates were scaled from a topographic map and have
 AX2118.an estimated accuracy of +/- 6 seconds.
 AX2118
 AX2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2118.The vertical order pertains to the NGVD 29 superseded value.
 AX2118
 AX2118.The geoid height was determined by GEOID03.
 AX2118
 AX2118;                    North         East    Units  Estimated Accuracy
 AX2118;SPC TXSC     - 4,233,430.      742,780.      MT  (+/- 180 meters Scaled)
 AX2118
 AX2118                          SUPERSEDED SURVEY CONTROL
 AX2118
 AX2118  NGVD 29 (??/??/92)  157.745  (m)          517.54   (f) ADJ UNCH    1 2
 AX2118
 AX2118.Superseded values are not recommended for survey control.
 AX2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2118.See file dsdata.txt to determine how the superseded data were derived.
 AX2118
 AX2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU427121(NAD 83)
 AX2118_MARKER: DB = BENCH MARK DISK
 AX2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2118_STAMPING: Y 784 1943
 AX2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2118+STABILITY: SURFACE MOTION
 AX2118
 AX2118  HISTORY     - Date     Condition        Report By
 AX2118  HISTORY     - 1943     MONUMENTED       CGS
 AX2118  HISTORY     - 19990925 GOOD             USPSQD
 AX2118  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 AX2118
 AX2118                          STATION DESCRIPTION
 AX2118
 AX2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2118'5.5 MI SW FROM REDROCK.
 AX2118'IN CALDWELL COUNTY, 5.5 MILES SOUTHWEST ALONG THE
 AX2118'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT REDROCK, BASTROP
 AX2118'COUNTY, 0.1 MILE EAST OF A FARM-ROAD CROSSING, 40 FEET WEST OF THE
 AX2118'FIRST POLE WEST OF MILEPOST 26, AT THE WEST END OF A CUT, 49 FEET
 AX2118'SOUTH OF THE CENTERLINE OF THE TRACK, 1 FOOT NORTH OF THE RIGHT-OF-WAY
 AX2118'FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 AX2118'WITH THE TRACK.  A STANDARD DISK, STAMPED Y 784 1943 AND SET IN THE
 AX2118'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AX2118
 AX2118                          STATION RECOVERY (1999)
 AX2118
 AX2118'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2118'RECOVERED IN GOOD CONDITION.
 AX2118
 AX2118                          STATION RECOVERY (2006)
 AX2118
 AX2118'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMW)
 AX2118'AREA NOT ACCESSIBLE DUE TO FENCE AND LOCKED GATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2241 ***********************************************************************
 AX2241  DESIGNATION -  Y 787
 AX2241  PID         -  AX2241
 AX2241  STATE/COUNTY-  TX/CALDWELL
 AX2241  USGS QUAD   -  MARTINDALE (1994)
 AX2241
 AX2241                         *CURRENT SURVEY CONTROL
 AX2241  ___________________________________________________________________
 AX2241* NAD 83(1986)-  29 47 17.     (N)    097 49 34.     (W)     SCALED    
 AX2241* NAVD 88     -       146.07   (+/-2cm)     479.2    (feet)  VERTCON   
 AX2241  ___________________________________________________________________
 AX2241  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2241
 AX2241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2241
 AX2241.The horizontal coordinates were scaled from a topographic map and have
 AX2241.an estimated accuracy of +/- 6 seconds.
 AX2241
 AX2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2241.The vertical order pertains to the NGVD 29 superseded value.
 AX2241
 AX2241.The geoid height was determined by GEOID03.
 AX2241
 AX2241;                    North         East    Units  Estimated Accuracy
 AX2241;SPC TXSC     - 4,217,210.      713,490.      MT  (+/- 180 meters Scaled)
 AX2241
 AX2241                          SUPERSEDED SURVEY CONTROL
 AX2241
 AX2241  NGVD 29 (??/??/92)  146.000  (m)          479.00   (f) ADJ UNCH    2 0
 AX2241
 AX2241.Superseded values are not recommended for survey control.
 AX2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2241.See file dsdata.txt to determine how the superseded data were derived.
 AX2241
 AX2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT134958(NAD 83)
 AX2241_MARKER: DB = BENCH MARK DISK
 AX2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2241_STAMPING: Y 787 1943
 AX2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2241+STABILITY: SURFACE MOTION
 AX2241
 AX2241  HISTORY     - Date     Condition        Report By
 AX2241  HISTORY     - 1943     MONUMENTED       CGS
 AX2241  HISTORY     - 1959     MARK NOT FOUND   DOD
 AX2241  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2241  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2241
 AX2241                          STATION DESCRIPTION
 AX2241
 AX2241'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2241'1 MI NE FROM STAPLES.
 AX2241'IN CALDWELL COUNTY, 1.0 MILE NORTHEAST ALONG A GRADED ROAD ACROSS
 AX2241'GUADALUPE RIVER FROM THE TOWN WATER TANK AT STAPLES, GUADALUPE COUNTY,
 AX2241'0.1 MILE NORTHEAST OF A SMALL FARMHOUSE, 20 FEET NORTHWEST OF THE
 AX2241'CENTERLINE OF THE ROAD, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3
 AX2241'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER
 AX2241'THAN THE ROAD.  NOTE-- THE ROAD HAS BEEN WIDENED AND DITCHED AND THE
 AX2241'MARK WAS PROBABLY DESTROYED.
 AX2241
 AX2241                          STATION RECOVERY (1993)
 AX2241
 AX2241'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2241'MARK NOT FOUND.
 AX2241
 AX2241                          STATION RECOVERY (1999)
 AX2241
 AX2241'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2220 ***********************************************************************
 AX2220  DESIGNATION -  Y 788
 AX2220  PID         -  AX2220
 AX2220  STATE/COUNTY-  TX/CALDWELL
 AX2220  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2220
 AX2220                         *CURRENT SURVEY CONTROL
 AX2220  ___________________________________________________________________
 AX2220* NAD 83(1986)-  29 46 07.     (N)    097 40 43.     (W)     SCALED    
 AX2220* NAVD 88     -       126.65   (+/-2cm)     415.5    (feet)  VERTCON   
 AX2220  ___________________________________________________________________
 AX2220  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2220
 AX2220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2220
 AX2220.The horizontal coordinates were scaled from a topographic map and have
 AX2220.an estimated accuracy of +/- 6 seconds.
 AX2220
 AX2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2220.The vertical order pertains to the NGVD 29 superseded value.
 AX2220
 AX2220.The geoid height was determined by GEOID03.
 AX2220
 AX2220;                    North         East    Units  Estimated Accuracy
 AX2220;SPC TXSC     - 4,215,200.      727,770.      MT  (+/- 180 meters Scaled)
 AX2220
 AX2220                          SUPERSEDED SURVEY CONTROL
 AX2220
 AX2220  NGVD 29 (??/??/92)  126.584  (m)          415.30   (f) ADJ UNCH    2 0
 AX2220
 AX2220.Superseded values are not recommended for survey control.
 AX2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2220.See file dsdata.txt to determine how the superseded data were derived.
 AX2220
 AX2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT277938(NAD 83)
 AX2220_MARKER: DB = BENCH MARK DISK
 AX2220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2220_SP_SET: CULVERT
 AX2220_STAMPING: Y 788 1943
 AX2220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2220+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2220
 AX2220  HISTORY     - Date     Condition        Report By
 AX2220  HISTORY     - 1943     MONUMENTED       CGS
 AX2220  HISTORY     - 1959     GOOD             DOD
 AX2220  HISTORY     - 1988     GOOD             USPSQD
 AX2220  HISTORY     - 1990     GOOD             USPSQD
 AX2220  HISTORY     - 19930808 GOOD             USPSQD
 AX2220  HISTORY     - 19990925 GOOD             USPSQD
 AX2220  HISTORY     - 20030517 GOOD             USPSQD
 AX2220  HISTORY     - 20050222 GOOD             USPSQD
 AX2220
 AX2220                          STATION DESCRIPTION
 AX2220
 AX2220'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2220'IN JOLIET.
 AX2220'AT JOLIET, CALDWELL COUNTY, 0.1 MILE SOUTH ALONG STATE HIGHWAY 29 FROM
 AX2220'THE GRADE SCHOOL, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE NORTH
 AX2220'END OF THE EAST HEADWALL, 15 FEET EAST OF THE CENTERLINE OF THE
 AX2220'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  NOTE-- THE MARK IS
 AX2220'ABOUT 250 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE
 AX2220'NORTH-AND-SOUTH HIGHWAY EAST OF A LARGE LONE TREE, 155 FEET EAST OF
 AX2220'THE EAST EDGE OF A LONE TREE, 150 FEET NORTHWEST OF THE CENTERLINE OF
 AX2220'THE NORTHWEST-AND-SOUTHEAST ROAD BETWEEN TWO LARGE TREES, AND 29 FEET
 AX2220'WEST OF THE CENTERLINE OF THE NORTH-NORTHWEST-AND-SOUTH-SOUTHEAST
 AX2220'ROAD.
 AX2220
 AX2220                          STATION RECOVERY (1988)
 AX2220
 AX2220'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2220'RECOVERED IN GOOD CONDITION.
 AX2220
 AX2220                          STATION RECOVERY (1990)
 AX2220
 AX2220'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2220'RECOVERED IN GOOD CONDITION.
 AX2220
 AX2220                          STATION RECOVERY (1993)
 AX2220
 AX2220'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2220'RECOVERED IN GOOD CONDITION.
 AX2220
 AX2220                          STATION RECOVERY (1999)
 AX2220
 AX2220'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2220'RECOVERED IN GOOD CONDITION.
 AX2220
 AX2220                          STATION RECOVERY (2003)
 AX2220
 AX2220'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2220'RECOVERED IN GOOD CONDITION.
 AX2220
 AX2220                          STATION RECOVERY (2005)
 AX2220
 AX2220'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2167 ***********************************************************************
 AX2167  DESIGNATION -  Y 789
 AX2167  PID         -  AX2167
 AX2167  STATE/COUNTY-  TX/CALDWELL
 AX2167  USGS QUAD   -  DALE (1981)
 AX2167
 AX2167                         *CURRENT SURVEY CONTROL
 AX2167  ___________________________________________________________________
 AX2167* NAD 83(1986)-  29 54 19.     (N)    097 32 55.     (W)     SCALED    
 AX2167* NAVD 88     -       142.11   (+/-2cm)     466.2    (feet)  VERTCON   
 AX2167  ___________________________________________________________________
 AX2167  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2167
 AX2167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2167
 AX2167.The horizontal coordinates were scaled from a topographic map and have
 AX2167.an estimated accuracy of +/- 6 seconds.
 AX2167
 AX2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2167.The vertical order pertains to the NGVD 29 superseded value.
 AX2167
 AX2167.The geoid height was determined by GEOID03.
 AX2167
 AX2167;                    North         East    Units  Estimated Accuracy
 AX2167;SPC TXSC     - 4,230,500.      740,160.      MT  (+/- 180 meters Scaled)
 AX2167
 AX2167                          SUPERSEDED SURVEY CONTROL
 AX2167
 AX2167  NGVD 29 (??/??/92)  142.040  (m)          466.01   (f) ADJ UNCH    2 0
 AX2167
 AX2167.Superseded values are not recommended for survey control.
 AX2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2167.See file dsdata.txt to determine how the superseded data were derived.
 AX2167
 AX2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU401091(NAD 83)
 AX2167_MARKER: DB = BENCH MARK DISK
 AX2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2167_STAMPING: Y 789 1943
 AX2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2167+STABILITY: SURFACE MOTION
 AX2167
 AX2167  HISTORY     - Date     Condition        Report By
 AX2167  HISTORY     - 1943     MONUMENTED       CGS
 AX2167  HISTORY     - 19970211 MARK NOT FOUND   TXDOT
 AX2167  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2167
 AX2167                          STATION DESCRIPTION
 AX2167
 AX2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2167'2 MI SE FROM DALE.
 AX2167'2.0 MILES SOUTHEAST ALONG A GRADED ROAD LEADING TO MCMAHAN FROM THE
 AX2167'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT DALE, CALDWELL
 AX2167'COUNTY, 0.5 MILE SOUTHEAST OF THE INTERSECTION OF THE LOCKHART-REDROCK
 AX2167'ROAD, AT THE JUNCTION OF A FARM ROAD LEADING SOUTHWEST, 33 FEET
 AX2167'SOUTHEAST OF THE CENTERLINE OF THE FARM ROAD, 19 FEET SOUTHWEST OF THE
 AX2167'CENTERLINE OF THE MAIN ROAD, 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY
 AX2167'FENCE, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST. A STANDARD
 AX2167'DISK, STAMPED Y 789 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX2167'PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2167
 AX2167                          STATION RECOVERY (1997)
 AX2167
 AX2167'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 AX2167'THIS ROAD HAS BEEN REWORKED AND WIDENED SEVERAL TIMES OVER THE YEARS
 AX2167'AND NO EVIDENCE OF THE STATION WAS FOUND.
 AX2167
 AX2167                          STATION RECOVERY (1999)
 AX2167
 AX2167'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0213 ***********************************************************************
 AZ0213  DESIGNATION -  Y 79
 AZ0213  PID         -  AZ0213
 AZ0213  STATE/COUNTY-  TX/VAL VERDE
 AZ0213  USGS QUAD   -  ROUGH CANYON (1972)
 AZ0213
 AZ0213                         *CURRENT SURVEY CONTROL
 AZ0213  ___________________________________________________________________
 AZ0213* NAD 83(1986)-  29 32 28.     (N)    100 53 59.     (W)     SCALED    
 AZ0213* NAVD 88     -       366.404  (meters)    1202.11   (feet)  POSTED    
 AZ0213  ___________________________________________________________________
 AZ0213  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AZ0213  DYNAMIC HT  -         365.870 (meters)    1200.36  (feet)  COMP
 AZ0213  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AZ0213
 AZ0213  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0213
 AZ0213.The horizontal coordinates were scaled from a topographic map and have
 AZ0213.an estimated accuracy of +/- 6 seconds.
 AZ0213
 AZ0213.The orthometric height was determined by differential leveling
 AZ0213.and adjusted by the National Geodetic Survey in 1992..
 AZ0213.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0213.rate of 0.0 thru 1.0 mm/km.
 AZ0213
 AZ0213.The geoid height was determined by GEOID03.
 AZ0213
 AZ0213.The dynamic height is computed by dividing the NAVD 88
 AZ0213.geopotential number by the normal gravity value computed on the
 AZ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0213.degrees latitude (g = 980.6199 gals.).
 AZ0213
 AZ0213.The modeled gravity was interpolated from observed gravity values.
 AZ0213
 AZ0213;                    North         East    Units  Estimated Accuracy
 AZ0213;SPC TXSC     - 4,190,760.      415,900.      MT  (+/- 180 meters Scaled)
 AZ0213
 AZ0213                          SUPERSEDED SURVEY CONTROL
 AZ0213
 AZ0213  NGVD 29 (??/??/92)  366.367  (m)         1201.99   (f) ADJ UNCH    1 2
 AZ0213
 AZ0213.Superseded values are not recommended for survey control.
 AZ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0213.See file dsdata.txt to determine how the superseded data were derived.
 AZ0213
 AZ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT159694(NAD 83)
 AZ0213_MARKER: DB = BENCH MARK DISK
 AZ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0213_STAMPING: Y 79 1931 1201.989
 AZ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0213+STABILITY: SURFACE MOTION
 AZ0213
 AZ0213  HISTORY     - Date     Condition        Report By
 AZ0213  HISTORY     - 1931     MONUMENTED       CGS
 AZ0213  HISTORY     - 1963     MARK NOT FOUND   NGS
 AZ0213  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0213
 AZ0213                          STATION DESCRIPTION
 AZ0213
 AZ0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AZ0213'13.3 MI N FROM DEL RIO.
 AZ0213'13.3 MILES NORTH ALONG U.S. HIGHWAY 277 FROM DEL RIO, VAL VERDE
 AZ0213'COUNTY, 62.3 FEET WEST OF THE HIGHWAY, AND IN LINE WITH A ROW OF
 AZ0213'POLES.  A STANDARD DISK, STAMPED 1201.989 Y 79 1931 AND SET IN THE TOP
 AZ0213'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THIS
 AZ0213'BENCH MARK IF IN PLACE WOULD BE AT THE WEST ROAD RIGHT-OF-WAY FENCE,
 AZ0213'AND COVERED WITH DIRT BY THE ROAD GRADER.  THE ROW OF POLES HAVE BEEN
 AZ0213'MOVED OFF OF THE RIGHT-OF-WAY.  THE HIGHWAY HAS BEEN RECONSTRUCTED IN
 AZ0213'THE AREA.
 AZ0213
 AZ0213                          STATION RECOVERY (1981)
 AZ0213
 AZ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2276 ***********************************************************************
 AX2276  DESIGNATION -  Y 790 RESET
 AX2276  PID         -  AX2276
 AX2276  STATE/COUNTY-  TX/GUADALUPE
 AX2276  USGS QUAD   -  GERONIMO (1994)
 AX2276
 AX2276                         *CURRENT SURVEY CONTROL
 AX2276  ___________________________________________________________________
 AX2276* NAD 83(1986)-  29 38 47.     (N)    097 58 02.     (W)     SCALED    
 AX2276* NAVD 88     -       178.16   (+/-2cm)     584.5    (feet)  VERTCON   
 AX2276  ___________________________________________________________________
 AX2276  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AX2276
 AX2276  VERT ORDER  -  THIRD (See Below)
 AX2276
 AX2276.The horizontal coordinates were scaled from a topographic map and have
 AX2276.an estimated accuracy of +/- 6 seconds.
 AX2276
 AX2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2276.The vertical order pertains to the NGVD 29 superseded value.
 AX2276
 AX2276.The geoid height was determined by GEOID03.
 AX2276
 AX2276;                    North         East    Units  Estimated Accuracy
 AX2276;SPC TXSC     - 4,201,380.      699,990.      MT  (+/- 180 meters Scaled)
 AX2276
 AX2276                          SUPERSEDED SURVEY CONTROL
 AX2276
 AX2276  NGVD 29 (??/??/??)  178.09   (m)          584.3    (f) RESET       3  
 AX2276
 AX2276.Superseded values are not recommended for survey control.
 AX2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2276.See file dsdata.txt to determine how the superseded data were derived.
 AX2276
 AX2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT999800(NAD 83)
 AX2276_MARKER: DB = BENCH MARK DISK
 AX2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2276_SP_SET: CONCRETE POST
 AX2276_STAMPING: Y 790 RESET 1946
 AX2276_MARK LOGO: TXHD  
 AX2276_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2276+STABILITY: SURFACE MOTION
 AX2276
 AX2276  HISTORY     - Date     Condition        Report By
 AX2276  HISTORY     - 1946     MONUMENTED       TXHD
 AX2276  HISTORY     - 1959     GOOD             DOD
 AX2276  HISTORY     - 19880428 MARK NOT FOUND   USPSQD
 AX2276  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2276  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2276
 AX2276                          STATION DESCRIPTION
 AX2276
 AX2276'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2276'1.1 MI S FROM GERONIMO.
 AX2276'1.1 MILES SOUTH ALONG STATE HIGHWAY 123 FROM THE POST OFFICE AT
 AX2276'GERONIMO, GUADALUPE COUNTY, AT SURVEY STATION 227+53, AT A T-ROAD
 AX2276'JUNCTION, AND 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--
 AX2276'THE MARK IS 77 FEET SOUTH-SOUTHWEST OF THE INTERSECTING CENTERLINES OF
 AX2276'THE NORTH-AND-SOUTH HIGHWAY AND A LANE TO THE WEST, 69 FEET NORTHWEST
 AX2276'OF THE INTERSECTING CENTERLINES OF THE NORTH-AND-SOUTH HIGHWAY AND A
 AX2276'ROAD TO THE EAST, AND 38 FEET WEST-NORTHWEST OF THE SOUTHEAST CORNER
 AX2276'OF A HOUSE.
 AX2276
 AX2276                          STATION RECOVERY (1988)
 AX2276
 AX2276'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AX2276'MARK NOT FOUND.
 AX2276
 AX2276                          STATION RECOVERY (1993)
 AX2276
 AX2276'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2276'MARK NOT FOUND.
 AX2276
 AX2276                          STATION RECOVERY (1993)
 AX2276
 AX2276'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0984 ***********************************************************************
 AJ0984  DESIGNATION -  Y 791
 AJ0984  PID         -  AJ0984
 AJ0984  STATE/COUNTY-  TX/ZAPATA
 AJ0984  USGS QUAD   -  ARROYO SALADO EAST (1980)
 AJ0984
 AJ0984                         *CURRENT SURVEY CONTROL
 AJ0984  ___________________________________________________________________
 AJ0984* NAD 83(1986)-  27 07 42.     (N)    099 18 21.     (W)     SCALED    
 AJ0984* NAVD 88     -       144.288  (meters)     473.38   (feet)  ADJUSTED  
 AJ0984  ___________________________________________________________________
 AJ0984  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AJ0984  DYNAMIC HT  -         144.056 (meters)     472.62  (feet)  COMP
 AJ0984  MODELED GRAV-     979,033.0   (mgal)                       NAVD 88
 AJ0984
 AJ0984  VERT ORDER  -  SECOND    CLASS 0
 AJ0984
 AJ0984.The horizontal coordinates were scaled from a topographic map and have
 AJ0984.an estimated accuracy of +/- 6 seconds.
 AJ0984
 AJ0984.The orthometric height was determined by differential leveling
 AJ0984.and adjusted by the National Geodetic Survey in June 1991..
 AJ0984
 AJ0984.The geoid height was determined by GEOID03.
 AJ0984
 AJ0984.The dynamic height is computed by dividing the NAVD 88
 AJ0984.geopotential number by the normal gravity value computed on the
 AJ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0984.degrees latitude (g = 980.6199 gals.).
 AJ0984
 AJ0984.The modeled gravity was interpolated from observed gravity values.
 AJ0984
 AJ0984;                    North         East    Units  Estimated Accuracy
 AJ0984;SPC TX S     - 5,162,200.      220,120.      MT  (+/- 180 meters Scaled)
 AJ0984
 AJ0984                          SUPERSEDED SURVEY CONTROL
 AJ0984
 AJ0984  NGVD 29 (??/??/92)  144.333  (m)          473.53   (f) ADJ UNCH    2 0
 AJ0984
 AJ0984.Superseded values are not recommended for survey control.
 AJ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0984.See file dsdata.txt to determine how the superseded data were derived.
 AJ0984
 AJ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR696006(NAD 83)
 AJ0984_MARKER: DB = BENCH MARK DISK
 AJ0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0984_STAMPING: Y 791 1943
 AJ0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0984+STABILITY: SURFACE MOTION
 AJ0984
 AJ0984  HISTORY     - Date     Condition        Report By
 AJ0984  HISTORY     - 1943     MONUMENTED       CGS
 AJ0984
 AJ0984                          STATION DESCRIPTION
 AJ0984
 AJ0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0984'11.6 MI NE FROM SAN YGNACIO.
 AJ0984'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 11.6 MILES
 AJ0984'NORTHEASTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AJ0984'IS 0.5 MILE SOUTHWEST OF TWO CATTLE GUARDS, 0.15 MILE NORTHEAST OF THE
 AJ0984'INTERSECTION OF A DIRT ROAD LEADING NORTHWEST AT A FENCE CORNER. IT IS
 AJ0984'12.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AJ0984'OF ROAD 2.0 FEET NORTHWEST OF A RAIL FENCE.  MONUMENT IS 3.0 FEET
 AJ0984'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5
 AJ0984'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0910 ***********************************************************************
 AJ0910  DESIGNATION -  Y 793
 AJ0910  PID         -  AJ0910
 AJ0910  STATE/COUNTY-  TX/WEBB
 AJ0910  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0910
 AJ0910                         *CURRENT SURVEY CONTROL
 AJ0910  ___________________________________________________________________
 AJ0910* NAD 83(1986)-  27 19 45.     (N)    099 16 28.     (W)     SCALED    
 AJ0910* NAVD 88     -       138.809  (meters)     455.41   (feet)  ADJUSTED  
 AJ0910  ___________________________________________________________________
 AJ0910  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AJ0910  DYNAMIC HT  -         138.587 (meters)     454.68  (feet)  COMP
 AJ0910  MODELED GRAV-     979,051.5   (mgal)                       NAVD 88
 AJ0910
 AJ0910  VERT ORDER  -  SECOND    CLASS 0
 AJ0910
 AJ0910.The horizontal coordinates were scaled from a topographic map and have
 AJ0910.an estimated accuracy of +/- 6 seconds.
 AJ0910
 AJ0910.The orthometric height was determined by differential leveling
 AJ0910.and adjusted by the National Geodetic Survey in June 1991..
 AJ0910
 AJ0910.The geoid height was determined by GEOID03.
 AJ0910
 AJ0910.The dynamic height is computed by dividing the NAVD 88
 AJ0910.geopotential number by the normal gravity value computed on the
 AJ0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0910.degrees latitude (g = 980.6199 gals.).
 AJ0910
 AJ0910.The modeled gravity was interpolated from observed gravity values.
 AJ0910
 AJ0910;                    North         East    Units  Estimated Accuracy
 AJ0910;SPC TX S     - 5,184,430.      223,370.      MT  (+/- 180 meters Scaled)
 AJ0910
 AJ0910                          SUPERSEDED SURVEY CONTROL
 AJ0910
 AJ0910  NGVD 29 (??/??/92)  138.866  (m)          455.60   (f) ADJ UNCH    2 0
 AJ0910
 AJ0910.Superseded values are not recommended for survey control.
 AJ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0910.See file dsdata.txt to determine how the superseded data were derived.
 AJ0910
 AJ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR728229(NAD 83)
 AJ0910_MARKER: DB = BENCH MARK DISK
 AJ0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0910_STAMPING: Y 793 1943
 AJ0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0910+STABILITY: SURFACE MOTION
 AJ0910
 AJ0910  HISTORY     - Date     Condition        Report By
 AJ0910  HISTORY     - 1943     MONUMENTED       CGS
 AJ0910  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0910
 AJ0910                          STATION DESCRIPTION
 AJ0910
 AJ0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0910'20.9 MI SW FROM AGUILARES.
 AJ0910'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD AND THE PIPE-LINE
 AJ0910'ROAD, (11.8 MILES SOUTH OF AGUILARES) PROCEED 1.2 MILES NORTHWESTERLY
 AJ0910'ALONG THE PIPE-LINE ROAD TO A GATE ACROSS ROAD, THENCE TURN WEST
 AJ0910'THROUGH ANOTHER GATE, (LEFT) FOLLOW A WINDING DIRT ROAD 7.9 MILES
 AJ0910'WESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS 1.0 MILE WEST OF A
 AJ0910'SMALL CREEK.  IT IS 25.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AJ0910'THE CENTERLINE OF DIRT ROAD.  MONUMENT IS 3.0 FEET EAST OF A 4X4 INCH
 AJ0910'WHITE WOODEN MARKER POST, AND PROJECTS 0.1 FOOT.
 AJ0910
 AJ0910                          STATION RECOVERY (1975)
 AJ0910
 AJ0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1017 ***********************************************************************
 AJ1017  DESIGNATION -  Y 794
 AJ1017  PID         -  AJ1017
 AJ1017  STATE/COUNTY-  TX/ZAPATA
 AJ1017  USGS QUAD   -  ESCOBAS (1980)
 AJ1017
 AJ1017                         *CURRENT SURVEY CONTROL
 AJ1017  ___________________________________________________________________
 AJ1017* NAD 83(1986)-  27 02 07.     (N)    099 03 31.     (W)     SCALED    
 AJ1017* NAVD 88     -       151.153  (meters)     495.91   (feet)  ADJUSTED  
 AJ1017  ___________________________________________________________________
 AJ1017  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AJ1017  DYNAMIC HT  -         150.908 (meters)     495.10  (feet)  COMP
 AJ1017  MODELED GRAV-     979,030.5   (mgal)                       NAVD 88
 AJ1017
 AJ1017  VERT ORDER  -  SECOND    CLASS 0
 AJ1017
 AJ1017.The horizontal coordinates were scaled from a topographic map and have
 AJ1017.an estimated accuracy of +/- 6 seconds.
 AJ1017
 AJ1017.The orthometric height was determined by differential leveling
 AJ1017.and adjusted by the National Geodetic Survey in June 1991..
 AJ1017
 AJ1017.The geoid height was determined by GEOID03.
 AJ1017
 AJ1017.The dynamic height is computed by dividing the NAVD 88
 AJ1017.geopotential number by the normal gravity value computed on the
 AJ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1017.degrees latitude (g = 980.6199 gals.).
 AJ1017
 AJ1017.The modeled gravity was interpolated from observed gravity values.
 AJ1017
 AJ1017;                    North         East    Units  Estimated Accuracy
 AJ1017;SPC TX S     - 5,151,750.      244,580.      MT  (+/- 180 meters Scaled)
 AJ1017
 AJ1017                          SUPERSEDED SURVEY CONTROL
 AJ1017
 AJ1017  NGVD 29 (??/??/92)  151.182  (m)          496.00   (f) ADJ UNCH    2 0
 AJ1017
 AJ1017.Superseded values are not recommended for survey control.
 AJ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1017.See file dsdata.txt to determine how the superseded data were derived.
 AJ1017
 AJ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ941903(NAD 83)
 AJ1017_MARKER: DB = BENCH MARK DISK
 AJ1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ1017_SP_SET: PIER
 AJ1017_STAMPING: Y 794 1943
 AJ1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1017
 AJ1017  HISTORY     - Date     Condition        Report By
 AJ1017  HISTORY     - 1943     MONUMENTED       CGS
 AJ1017  HISTORY     - 1959     GOOD             NGS
 AJ1017
 AJ1017                          STATION DESCRIPTION
 AJ1017
 AJ1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AJ1017'4.3 MI NE FROM BUSTAMANTE.
 AJ1017'THIS MARK IS ABOUT 16 MILES NORTHEAST OF ZAPATA, 4.3 MILES NORTHEAST
 AJ1017'FROM THE POST OFFICE AT BUSTAMANTE, AT THE JUNCTION OF THE HIGHWAY,
 AJ1017'NO. 496 AND THE GILCREASE OIL CO. ROAD TO THE SOUTHEAST.  IT IS ABOUT
 AJ1017'9 YARDS SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE OF THE HIGHWAY
 AJ1017'AND 10 YARDS NORTHEAST OF THE NORTHEAST FENCE LINE OF THE GILCREASE
 AJ1017'ROAD (THE STORE AND GASOLINE PUMP MENTIONED IN THE ORIGINAL
 AJ1017'DESCRIPTION IS NOW GONE).  MARKED WITH A STANDARD DISK STAMPED Y 794
 AJ1017'1943 SET IN THE CENTER OF THE TOP OF AN OLD CONCRETE PIER ABOUT 2 FEET
 AJ1017'BY 3 FEET AND ABOUT 1 FOOT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0880 ***********************************************************************
 AJ0880  DESIGNATION -  Y 795
 AJ0880  PID         -  AJ0880
 AJ0880  STATE/COUNTY-  TX/WEBB
 AJ0880  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0880
 AJ0880                         *CURRENT SURVEY CONTROL
 AJ0880  ___________________________________________________________________
 AJ0880* NAD 83(1986)-  27 28 48.     (N)    099 28 22.     (W)     SCALED    
 AJ0880* NAVD 88     -       124.957  (meters)     409.96   (feet)  ADJUSTED  
 AJ0880  ___________________________________________________________________
 AJ0880  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AJ0880  DYNAMIC HT  -         124.760 (meters)     409.32  (feet)  COMP
 AJ0880  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 AJ0880
 AJ0880  VERT ORDER  -  FIRST     CLASS II
 AJ0880
 AJ0880.The horizontal coordinates were scaled from a topographic map and have
 AJ0880.an estimated accuracy of +/- 6 seconds.
 AJ0880
 AJ0880.The orthometric height was determined by differential leveling
 AJ0880.and adjusted by the National Geodetic Survey in June 1991..
 AJ0880
 AJ0880.The geoid height was determined by GEOID03.
 AJ0880
 AJ0880.The dynamic height is computed by dividing the NAVD 88
 AJ0880.geopotential number by the normal gravity value computed on the
 AJ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0880.degrees latitude (g = 980.6199 gals.).
 AJ0880
 AJ0880.The modeled gravity was interpolated from observed gravity values.
 AJ0880
 AJ0880;                    North         East    Units  Estimated Accuracy
 AJ0880;SPC TX S     - 5,201,280.      203,870.      MT  (+/- 180 meters Scaled)
 AJ0880
 AJ0880                          SUPERSEDED SURVEY CONTROL
 AJ0880
 AJ0880  NGVD 29 (??/??/92)  124.981  (m)          410.04   (f) ADJ UNCH    1 2
 AJ0880
 AJ0880.Superseded values are not recommended for survey control.
 AJ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0880.See file dsdata.txt to determine how the superseded data were derived.
 AJ0880
 AJ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR532396(NAD 83)
 AJ0880_MARKER: DB = BENCH MARK DISK
 AJ0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0880_STAMPING: Y 795 1943
 AJ0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0880+STABILITY: SURFACE MOTION
 AJ0880
 AJ0880  HISTORY     - Date     Condition        Report By
 AJ0880  HISTORY     - 1943     MONUMENTED       CGS
 AJ0880  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0880  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0880  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0880
 AJ0880                          STATION DESCRIPTION
 AJ0880
 AJ0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0880'4.5 MI SE FROM LAREDO.
 AJ0880'TO REACH FROM THE TEX-MEX RAILROAD STATION AT LAREDO, PROCEED 2.7
 AJ0880'MILES SOUTHEASTERLY ALONG THE TRACKS TO AN OVERHEAD PASS AT MILE POST
 AJ0880'NO. 4, THENCE 1.8 MILE SOUTH ALONG U.S. HIGHWAY NO. 83 TO A SMALL
 AJ0880'MEXICAN HOUSE ON THE EAST SIDE OF HIGHWAY AND SITE OF BENCH MARK.
 AJ0880'BENCH MARK IS ABOUT 220.0 FEET NORTHWEST OF THE NORTHWEST CORNER AND
 AJ0880'ACROSS HIGHWAY FROM A SMALL MEXICAN HOUSE.  IT IS 210.0 FEET SOUTH OF
 AJ0880'A DIRT CROSS ROAD, 59.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 AJ0880'THE CENTERLINE OF HIGHWAY.  IT IS 2.0 FEET EAST OF THE RIGHT OF WAY
 AJ0880'FENCE.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER
 AJ0880'POST, AND PROJECTS 0.4 FOOT.
 AJ0880
 AJ0880                          STATION RECOVERY (1975)
 AJ0880
 AJ0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0880'MARK NOT FOUND.
 AJ0880
 AJ0880                          STATION RECOVERY (1981)
 AJ0880
 AJ0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0880'MARK SEARCHED FOR, NOT RECOVERED, ROAD HAS BEEN WIDENED.
 AJ0880
 AJ0880                          STATION RECOVERY (1988)
 AJ0880
 AJ0880'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0289 ***********************************************************************
 AY0289  DESIGNATION -  Y 797
 AY0289  PID         -  AY0289
 AY0289  STATE/COUNTY-  TX/BEXAR
 AY0289  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0289
 AY0289                         *CURRENT SURVEY CONTROL
 AY0289  ___________________________________________________________________
 AY0289* NAD 83(1986)-  29 23 49.     (N)    098 28 54.     (W)     SCALED    
 AY0289* NAVD 88     -       188.153  (meters)     617.30   (feet)  ADJUSTED  
 AY0289  ___________________________________________________________________
 AY0289  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AY0289  DYNAMIC HT  -         187.880 (meters)     616.40  (feet)  COMP
 AY0289  MODELED GRAV-     979,186.7   (mgal)                       NAVD 88
 AY0289
 AY0289  VERT ORDER  -  FIRST     CLASS II
 AY0289
 AY0289.The horizontal coordinates were scaled from a topographic map and have
 AY0289.an estimated accuracy of +/- 6 seconds.
 AY0289
 AY0289.The orthometric height was determined by differential leveling
 AY0289.and adjusted by the National Geodetic Survey in June 1991..
 AY0289
 AY0289.The geoid height was determined by GEOID03.
 AY0289
 AY0289.The dynamic height is computed by dividing the NAVD 88
 AY0289.geopotential number by the normal gravity value computed on the
 AY0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0289.degrees latitude (g = 980.6199 gals.).
 AY0289
 AY0289.The modeled gravity was interpolated from observed gravity values.
 AY0289
 AY0289;                    North         East    Units  Estimated Accuracy
 AY0289;SPC TXSC     - 4,173,400.      650,310.      MT  (+/- 180 meters Scaled)
 AY0289
 AY0289                          SUPERSEDED SURVEY CONTROL
 AY0289
 AY0289.No superseded survey control is available for this station.
 AY0289
 AY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT502520(NAD 83)
 AY0289_MARKER: DB = BENCH MARK DISK
 AY0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0289_SP_SET: STEP
 AY0289_STAMPING: Y 797 1943
 AY0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0289
 AY0289  HISTORY     - Date     Condition        Report By
 AY0289  HISTORY     - 1943     MONUMENTED       CGS
 AY0289  HISTORY     - 1946     GOOD             NGS
 AY0289  HISTORY     - 1980     GOOD             NGS
 AY0289  HISTORY     - 1988     GOOD             USPSQD
 AY0289  HISTORY     - 19950331 GOOD             USPSQD
 AY0289
 AY0289                          STATION DESCRIPTION
 AY0289
 AY0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0289'IN SAN ANTONIO.
 AY0289'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0289'PROCEED 1.4 MILE SOUTH ALONG THE TRACK TO THE CROSSING OF PRESA
 AY0289'STREET, THENCE 0.4 MILE SOUTHEASTERLY ALONG PRESA STREET TO THE SOUTH
 AY0289'SIDE CHRISTIAN CHURCH AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AY0289'HORIZONTALLY IN THE SOUTHEAST END OF THE FIRST CONCRETE STEP OF THE
 AY0289'SOUTH SIDE CHRISTIAN CHURCH.  IT IS 46.5 FEET NORTHEAST OF AND ABOUT
 AY0289'3.0 FEET ABOVE THE CENTERLINE OF PRESA STREET, 8.0 FEET SOUTHEAST OF
 AY0289'THE CENTERLINE OF STEPS AT THE SOUTHWEST ENTRANCE TO BUILDING.
 AY0289
 AY0289                          STATION RECOVERY (1946)
 AY0289
 AY0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0289'RECOVERED IN GOOD CONDITION.
 AY0289
 AY0289                          STATION RECOVERY (1980)
 AY0289
 AY0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0289'RECOVERED IN GOOD CONDITION.
 AY0289
 AY0289                          STATION RECOVERY (1988)
 AY0289
 AY0289'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0289'RECOVERED IN GOOD CONDITION.
 AY0289
 AY0289                          STATION RECOVERY (1995)
 AY0289
 AY0289'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0959 ***********************************************************************
 AJ0959  DESIGNATION -  Y 798
 AJ0959  PID         -  AJ0959
 AJ0959  STATE/COUNTY-  TX/ZAPATA
 AJ0959  USGS QUAD   -  ARROYO SALADO EAST (1980)
 AJ0959
 AJ0959                         *CURRENT SURVEY CONTROL
 AJ0959  ___________________________________________________________________
 AJ0959* NAD 83(1986)-  27 12 47.     (N)    099 21 13.     (W)     SCALED    
 AJ0959* NAVD 88     -       129.361  (meters)     424.41   (feet)  ADJUSTED  
 AJ0959  ___________________________________________________________________
 AJ0959  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AJ0959  DYNAMIC HT  -         129.153 (meters)     423.73  (feet)  COMP
 AJ0959  MODELED GRAV-     979,041.3   (mgal)                       NAVD 88
 AJ0959
 AJ0959  VERT ORDER  -  SECOND    CLASS 0
 AJ0959
 AJ0959.The horizontal coordinates were scaled from a topographic map and have
 AJ0959.an estimated accuracy of +/- 6 seconds.
 AJ0959
 AJ0959.The orthometric height was determined by differential leveling
 AJ0959.and adjusted by the National Geodetic Survey in June 1991..
 AJ0959
 AJ0959.The geoid height was determined by GEOID03.
 AJ0959
 AJ0959.The dynamic height is computed by dividing the NAVD 88
 AJ0959.geopotential number by the normal gravity value computed on the
 AJ0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0959.degrees latitude (g = 980.6199 gals.).
 AJ0959
 AJ0959.The modeled gravity was interpolated from observed gravity values.
 AJ0959
 AJ0959;                    North         East    Units  Estimated Accuracy
 AJ0959;SPC TX S     - 5,171,610.      215,440.      MT  (+/- 180 meters Scaled)
 AJ0959
 AJ0959                          SUPERSEDED SURVEY CONTROL
 AJ0959
 AJ0959  NGVD 29 (??/??/92)  129.448  (m)          424.70   (f) ADJ UNCH    2 0
 AJ0959
 AJ0959.Superseded values are not recommended for survey control.
 AJ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0959.See file dsdata.txt to determine how the superseded data were derived.
 AJ0959
 AJ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR649100(NAD 83)
 AJ0959_MARKER: DB = BENCH MARK DISK
 AJ0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0959_STAMPING: Y 798 1943
 AJ0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0959+STABILITY: SURFACE MOTION
 AJ0959
 AJ0959  HISTORY     - Date     Condition        Report By
 AJ0959  HISTORY     - 1943     MONUMENTED       CGS
 AJ0959
 AJ0959                          STATION DESCRIPTION
 AJ0959
 AJ0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0959'14.0 MI NE FROM SAN YGNACIO.
 AJ0959'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A DIRT TRACK
 AJ0959'ROAD LEADING NORTHEAST FROM THE LA PERLA RANCH HOUSE (8.1 MILES NORTH
 AJ0959'OF THE NORTH JUNCTION OF U.S. HIGHWAY NO. 83 AND THE BUSINESS ROUTE OF
 AJ0959'U.S. HIGHWAY NO. 83 AT SAN YGNACIO), PROCEED 5.9 MILES NORTHEASTERLY
 AJ0959'ALONG A DIRT TRACK ROAD TO A T FENCE ON THE SOUTHEAST SIDE OF THE ROAD
 AJ0959'AND SITE OF BENCH MARK.  BENCH MARK IS 0.9 MILE NORTHEAST OF A FRAME
 AJ0959'RANCH CAMP AT A LAKE AND DIRT DAM.  IT IS 50.5 FEET SOUTHEAST OF AND
 AJ0959'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 8.6 FEET NORTH
 AJ0959'OF A T FENCE CORNER POST, 0.8 FOOT WEST OF A FENCE LINE RUNNING NORTH
 AJ0959'AND SOUTH.  MONUMENT IS 2.5 FEET SOUTH OF A 4X4 INCH WHITE WOODEN
 AJ0959'MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0141 ***********************************************************************
 AY0141  DESIGNATION -  Y 799
 AY0141  PID         -  AY0141
 AY0141  STATE/COUNTY-  TX/BEXAR
 AY0141  USGS QUAD   -  SCHERTZ (1992)
 AY0141
 AY0141                         *CURRENT SURVEY CONTROL
 AY0141  ___________________________________________________________________
 AY0141* NAD 83(1986)-  29 32 39.     (N)    098 17 16.     (W)     SCALED    
 AY0141* NAVD 88     -       231.76   (+/-2cm)     760.4    (feet)  VERTCON   
 AY0141  ___________________________________________________________________
 AY0141  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AY0141
 AY0141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0141
 AY0141.The horizontal coordinates were scaled from a topographic map and have
 AY0141.an estimated accuracy of +/- 6 seconds.
 AY0141
 AY0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0141.The vertical order pertains to the NGVD 29 superseded value.
 AY0141
 AY0141.The geoid height was determined by GEOID03.
 AY0141
 AY0141;                    North         East    Units  Estimated Accuracy
 AY0141;SPC TXSC     - 4,189,820.      669,020.      MT  (+/- 180 meters Scaled)
 AY0141
 AY0141                          SUPERSEDED SURVEY CONTROL
 AY0141
 AY0141  NGVD 29 (??/??/92)  231.658  (m)          760.03   (f) ADJ UNCH    2 0
 AY0141
 AY0141.Superseded values are not recommended for survey control.
 AY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0141.See file dsdata.txt to determine how the superseded data were derived.
 AY0141
 AY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT690684(NAD 83)
 AY0141_MARKER: DB = BENCH MARK DISK
 AY0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0141_SP_SET: CULVERT
 AY0141_STAMPING: Y 799 1943
 AY0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0141
 AY0141  HISTORY     - Date     Condition        Report By
 AY0141  HISTORY     - 1943     MONUMENTED       CGS
 AY0141  HISTORY     - 19870304 MARK NOT FOUND   USGS
 AY0141  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0141  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0141
 AY0141                          STATION DESCRIPTION
 AY0141
 AY0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0141'0.9 MI NW FROM RANDOLPH FIELD.
 AY0141'TO REACH FROM THE OPERATIONS BUILDING AT RANDOLPH FIELD, PROCEED 0.9
 AY0141'MILE NORTHWEST TO THE NORTHWEST ENTRANCE TO RANDOLPH FIELD AND SITE OF
 AY0141'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF THE
 AY0141'NORTHWEST HEADWALL OF A 3X9 FOOT CONCRETE BOX CULVERT UNDER THE PAT
 AY0141'BOOKER ROAD.  IT IS ACROSS AN ASPHALT ROAD FROM THE NORTHWEST ENTRANCE
 AY0141'TO RANDOLPH FIELD, 53.0 FEET SOUTHWEST OF AND ABOUT 0.5 FOOT ABOVE THE
 AY0141'CENTERLINE OF THE PAT BOOKER ROAD.
 AY0141
 AY0141                          STATION RECOVERY (1987)
 AY0141
 AY0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0141'MARK NOT FOUND.
 AY0141
 AY0141                          STATION RECOVERY (1988)
 AY0141
 AY0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0141'MARK NOT FOUND.
 AY0141
 AY0141                          STATION RECOVERY (1999)
 AY0141
 AY0141'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0248 ***********************************************************************
 BN0248  DESIGNATION -  Y 80
 BN0248  PID         -  BN0248
 BN0248  STATE/COUNTY-  TX/MASON
 BN0248  USGS QUAD   -  ART (1982)
 BN0248
 BN0248                         *CURRENT SURVEY CONTROL
 BN0248  ___________________________________________________________________
 BN0248* NAD 83(1986)-  30 37 43.     (N)    099 04 26.     (W)     SCALED    
 BN0248* NAVD 88     -       427.466  (meters)    1402.44   (feet)  ADJUSTED  
 BN0248  ___________________________________________________________________
 BN0248  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 BN0248  DYNAMIC HT  -         426.889 (meters)    1400.55  (feet)  COMP
 BN0248  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 BN0248
 BN0248  VERT ORDER  -  FIRST     CLASS II
 BN0248
 BN0248.The horizontal coordinates were scaled from a topographic map and have
 BN0248.an estimated accuracy of +/- 6 seconds.
 BN0248
 BN0248.The orthometric height was determined by differential leveling
 BN0248.and adjusted by the National Geodetic Survey in June 1991..
 BN0248
 BN0248.The geoid height was determined by GEOID03.
 BN0248
 BN0248.The dynamic height is computed by dividing the NAVD 88
 BN0248.geopotential number by the normal gravity value computed on the
 BN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0248.degrees latitude (g = 980.6199 gals.).
 BN0248
 BN0248.The modeled gravity was interpolated from observed gravity values.
 BN0248
 BN0248;                    North         East    Units  Estimated Accuracy
 BN0248;SPC TX C     - 3,107,320.      820,730.      MT  (+/- 180 meters Scaled)
 BN0248
 BN0248                          SUPERSEDED SURVEY CONTROL
 BN0248
 BN0248  NGVD 29 (??/??/92)  427.424  (m)         1402.31   (f) ADJ UNCH    1 2
 BN0248
 BN0248.Superseded values are not recommended for survey control.
 BN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0248.See file dsdata.txt to determine how the superseded data were derived.
 BN0248
 BN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU929884(NAD 83)
 BN0248_MARKER: DB = BENCH MARK DISK
 BN0248_SETTING: 66 = SET IN ROCK OUTCROP
 BN0248_SP_SET: SANDSTONE ROCK
 BN0248_STAMPING: Y 80 1931
 BN0248_MARK LOGO: CGS   
 BN0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0248+STABILITY: POSITION/ELEVATION WELL
 BN0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0248+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 BN0248
 BN0248  HISTORY     - Date     Condition        Report By
 BN0248  HISTORY     - 1931     MONUMENTED       CGS
 BN0248  HISTORY     - 1953     GOOD             NGS
 BN0248  HISTORY     - 1982     GOOD             NGS
 BN0248  HISTORY     - 1991     GOOD             USPSQD
 BN0248  HISTORY     - 19960212 GOOD             USPSQD
 BN0248  HISTORY     - 20041005 GOOD             USPSQD
 BN0248
 BN0248                          STATION DESCRIPTION
 BN0248
 BN0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0248'12.7 MI SE FROM MASON.
 BN0248'12.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0248'MASON, 1.5 MILES SOUTHEAST OF A BRIDGE OVER BEAVER CREEK, 211 FEET
 BN0248'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 174 FEET SOUTHWEST OF AN
 BN0248'18 INCH TRIANGULAR BLAZED OAK TREE, 151 FEET SOUTHWEST OF A FENCE, 36
 BN0248'FEET NORTHEAST OF THE CENTER LINE OF OLD U.S. HIGHWAY 87, SET IN THE
 BN0248'TOP OF A LARGE RED SANDSTONE ROCK.
 BN0248
 BN0248                          STATION RECOVERY (1982)
 BN0248
 BN0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0248'9.9 KM (6.15 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE SOUTH
 BN0248'JUNCTION OF RANCH ROAD 2242, WHICH LEADS NORTHEAST TO LOYAL VALLEY,
 BN0248'2.65 KM (1.65 MI) SOUTHEAST OF BEAVER CREEK SET IN TOP OF RED
 BN0248'SANDSTONE AT THE SOUTHWEST CORNER OF ROCK OUTCROP, 64.6 METERS
 BN0248'(212.0 FT) SOUTH SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BN0248'46.9 METERS (154.0 FT) SOUTH SOUTHWEST OF RIGHT-OF-WAY FENCE, AND
 BN0248'13.8 METERS (45.5 FT) SOUTH SOUTHWEST OF A FENCE WITH STEEL PIPE FENCE
 BN0248'POST.
 BN0248'THE MARK IS 0.6 M ABOVE GROUND.
 BN0248
 BN0248                          STATION RECOVERY (1991)
 BN0248
 BN0248'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0248'RECOVERED IN GOOD CONDITION.
 BN0248
 BN0248                          STATION RECOVERY (1996)
 BN0248
 BN0248'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0248'RECOVERED IN GOOD CONDITION.
 BN0248
 BN0248                          STATION RECOVERY (2004)
 BN0248
 BN0248'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0248'GO TO N30 38 14 W099 05 48. NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4264 ***********************************************************************
 AW4264  DESIGNATION -  Y 800
 AW4264  PID         -  AW4264
 AW4264  STATE/COUNTY-  TX/FORT BEND
 AW4264  USGS QUAD   -  BOLING (1980)
 AW4264
 AW4264                         *CURRENT SURVEY CONTROL
 AW4264  ___________________________________________________________________
 AW4264* NAD 83(1986)-  29 21 12.     (N)    095 54 34.     (W)     SCALED    
 AW4264* NAVD 88     -        23.24   (+/-2cm)      76.2    (feet)  VERTCON   
 AW4264  ___________________________________________________________________
 AW4264  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4264
 AW4264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4264
 AW4264.The horizontal coordinates were scaled from a topographic map and have
 AW4264.an estimated accuracy of +/- 6 seconds.
 AW4264
 AW4264.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4264.The vertical order pertains to the NGVD 29 superseded value.
 AW4264
 AW4264.The geoid height was determined by GEOID03.
 AW4264
 AW4264;                    North         East    Units  Estimated Accuracy
 AW4264;SPC TXSC     - 4,172,420.      900,040.      MT  (+/- 180 meters Scaled)
 AW4264
 AW4264                          SUPERSEDED SURVEY CONTROL
 AW4264
 AW4264  NGVD 29 (??/??/92)   23.241  (m)           76.25   (f) ADJ UNCH    2 0
 AW4264
 AW4264.Superseded values are not recommended for survey control.
 AW4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4264.See file dsdata.txt to determine how the superseded data were derived.
 AW4264
 AW4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN175506(NAD 83)
 AW4264_MARKER: DB = BENCH MARK DISK
 AW4264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4264_STAMPING: Y 800 1943
 AW4264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4264+STABILITY: SURFACE MOTION
 AW4264
 AW4264  HISTORY     - Date     Condition        Report By
 AW4264  HISTORY     - 1943     MONUMENTED       CGS
 AW4264  HISTORY     - 19980207 GOOD             USPSQD
 AW4264
 AW4264                          STATION DESCRIPTION
 AW4264
 AW4264'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4264'7.2 MI SW FROM NEEDVILLE.
 AW4264'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 3.5 MILES
 AW4264'SOUTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS
 AW4264'ROAD (A POINT CALLED FOUR CORNERS OR MARLOW STORE), THENCE 1.7 MILE
 AW4264'NORTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AW4264'LEADING SOUTHWEST, THENCE 2.0 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO
 AW4264'THE INTERSECTION OF A DIRT ROAD LEADING EAST AND SITE OF BENCH MARK.
 AW4264'BENCH MARK IS 56.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AW4264'INTERSECTION.  IT IS 33.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE
 AW4264'CENTERLINE OF THE ROAD, 1.3 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE.
 AW4264'MONUMENT IS 2.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AW4264'PROJECTS 0.3 FOOT ABOVE THE GROUND, AND SET IN A CONCRETE POST.
 AW4264
 AW4264                          STATION RECOVERY (1998)
 AW4264
 AW4264'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4395 ***********************************************************************
 AW4395  DESIGNATION -  Y 801
 AW4395  PID         -  AW4395
 AW4395  STATE/COUNTY-  TX/BRAZORIA
 AW4395  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4395
 AW4395                         *CURRENT SURVEY CONTROL
 AW4395  ___________________________________________________________________
 AW4395* NAD 83(1986)-  29 08 51.     (N)    095 41 10.     (W)     SCALED    
 AW4395* NAVD 88     -        11.58   (+/-2cm)      38.0    (feet)  VERTCON   
 AW4395  ___________________________________________________________________
 AW4395  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW4395
 AW4395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4395
 AW4395.The horizontal coordinates were scaled from a topographic map and have
 AW4395.an estimated accuracy of +/- 6 seconds.
 AW4395
 AW4395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4395.The vertical order pertains to the NGVD 29 superseded value.
 AW4395
 AW4395.The geoid height was determined by GEOID03.
 AW4395
 AW4395;                    North         East    Units  Estimated Accuracy
 AW4395;SPC TXSC     - 4,150,210.      922,360.      MT  (+/- 180 meters Scaled)
 AW4395
 AW4395                          SUPERSEDED SURVEY CONTROL
 AW4395
 AW4395  NGVD 29 (??/??/92)   11.593  (m)           38.03   (f) ADJ UNCH    2 0
 AW4395
 AW4395.Superseded values are not recommended for survey control.
 AW4395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4395.See file dsdata.txt to determine how the superseded data were derived.
 AW4395
 AW4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN386273(NAD 83)
 AW4395_MARKER: DB = BENCH MARK DISK
 AW4395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4395_STAMPING: Y 801 1943
 AW4395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4395+STABILITY: SURFACE MOTION
 AW4395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4395+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4395
 AW4395  HISTORY     - Date     Condition        Report By
 AW4395  HISTORY     - 1943     MONUMENTED       CGS
 AW4395  HISTORY     - 20041118 GOOD             USPSQD
 AW4395
 AW4395                          STATION DESCRIPTION
 AW4395
 AW4395'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4395'2.5 MI W FROM WEST COLUMBIA.
 AW4395'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED WESTERLY
 AW4395'2.5 MILES ALONG WEST COLUMBIA-PLEDGER CONCRETE ROAD TO A WHITE HOUSE
 AW4395'ON SOUTH SIDE OF ROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.7
 AW4395'MILES WEST OF THE CROSSING OF THE CONCRETE ROAD AND STATE HIGHWAY NO.
 AW4395'36.  IT IS 98.0 FEET NORTH OF THE NORTHWEST CORNER OF THE WHITE HOUSE,
 AW4395'49.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AW4395'THE ROAD, 34.0 FEET WEST OF A POWER LINE POLE WITH TRANSFORMER (POLE
 AW4395'NO. 16), 26.0 FEET WEST OF THE CENTER OF A GATE AT AN ABANDONED
 AW4395'DRIVEWAY, 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5
 AW4395'FEET NORTH OF RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.4 FOOT,
 AW4395'AND SET IN A CONCRETE POST.
 AW4395
 AW4395                          STATION RECOVERY (2004)
 AW4395
 AW4395'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4395'THE HOUSE HAS BEEN PAINTED RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4822 ***********************************************************************
 AW4822  DESIGNATION -  Y 803
 AW4822  PID         -  AW4822
 AW4822  STATE/COUNTY-  TX/FORT BEND
 AW4822  USGS QUAD   -  ORCHARD (1980)
 AW4822
 AW4822                         *CURRENT SURVEY CONTROL
 AW4822  ___________________________________________________________________
 AW4822* NAD 83(1986)-  29 35 57.     (N)    095 59 09.     (W)     SCALED    
 AW4822* NAVD 88     -        37.61   (+/-2cm)     123.4    (feet)  VERTCON   
 AW4822  ___________________________________________________________________
 AW4822  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW4822
 AW4822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4822
 AW4822.The horizontal coordinates were scaled from a topographic map and have
 AW4822.an estimated accuracy of +/- 6 seconds.
 AW4822
 AW4822.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4822.The vertical order pertains to the NGVD 29 superseded value.
 AW4822
 AW4822.The geoid height was determined by GEOID03.
 AW4822
 AW4822;                    North         East    Units  Estimated Accuracy
 AW4822;SPC TXSC     - 4,199,460.      891,920.      MT  (+/- 180 meters Scaled)
 AW4822
 AW4822                          SUPERSEDED SURVEY CONTROL
 AW4822
 AW4822  NGVD 29 (??/??/92)   37.601  (m)          123.36   (f) ADJ UNCH    2 0
 AW4822
 AW4822.Superseded values are not recommended for survey control.
 AW4822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4822.See file dsdata.txt to determine how the superseded data were derived.
 AW4822
 AW4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN108780(NAD 83)
 AW4822_MARKER: DB = BENCH MARK DISK
 AW4822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4822_STAMPING: Y 803 1943
 AW4822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4822+STABILITY: SURFACE MOTION
 AW4822
 AW4822  HISTORY     - Date     Condition        Report By
 AW4822  HISTORY     - 1943     MONUMENTED       CGS
 AW4822  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4822  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4822
 AW4822                          STATION DESCRIPTION
 AW4822
 AW4822'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4822'1.0 MI SW FROM ORCHARD.
 AW4822'TO REACH FROM THE SANTA FE RAILROAD STATION AT ORCHARD.  PROCEED
 AW4822'SOUTHWESTERLY 1.0 MILE ALONG GRAVELED ROAD TO THE EAST END OF A LONG
 AW4822'CURVE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF A
 AW4822'T FENCE CORNER ON NORTH WEST SIDE OF CURVE, 43.0 FEET NORTH OF AND
 AW4822'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE GRAVELED ROAD, 3.0
 AW4822'FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST, 2.0 FEET SOUTH OF THE
 AW4822'RIGHT-OF-WAY FENCE AND AT THE EAST END OF THE CURVE.  MONUMENT
 AW4822'PROJECTS 0.5 FOOT.
 AW4822
 AW4822                          STATION RECOVERY (1987)
 AW4822
 AW4822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4822'NOT RECOVERED.
 AW4822
 AW4822                          STATION RECOVERY (1997)
 AW4822
 AW4822'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4723 ***********************************************************************
 AW4723  DESIGNATION -  Y 804
 AW4723  PID         -  AW4723
 AW4723  STATE/COUNTY-  TX/FORT BEND
 AW4723  USGS QUAD   -  SUGAR LAND (1995)
 AW4723
 AW4723                         *CURRENT SURVEY CONTROL
 AW4723  ___________________________________________________________________
 AW4723* NAD 83(1986)-  29 36 07.     (N)    095 40 57.     (W)     SCALED    
 AW4723* NAVD 88     -        24.06   (+/-2cm)      78.9    (feet)  VERTCON   
 AW4723  ___________________________________________________________________
 AW4723  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW4723
 AW4723  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4723
 AW4723.The horizontal coordinates were scaled from a topographic map and have
 AW4723.an estimated accuracy of +/- 6 seconds.
 AW4723
 AW4723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4723.The vertical order pertains to the NGVD 29 superseded value.
 AW4723
 AW4723.The geoid height was determined by GEOID03.
 AW4723
 AW4723;                    North         East    Units  Estimated Accuracy
 AW4723;SPC TXSC     - 4,200,570.      921,280.      MT  (+/- 180 meters Scaled)
 AW4723
 AW4723                          SUPERSEDED SURVEY CONTROL
 AW4723
 AW4723  NGVD 29 (??/??/92)   24.059  (m)           78.93   (f) ADJ UNCH    2 0
 AW4723
 AW4723.Superseded values are not recommended for survey control.
 AW4723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4723.See file dsdata.txt to determine how the superseded data were derived.
 AW4723
 AW4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN402776(NAD 83)
 AW4723_MARKER: DB = BENCH MARK DISK
 AW4723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4723_SP_SET: CULVERT
 AW4723_STAMPING: Y 804 1943
 AW4723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4723
 AW4723  HISTORY     - Date     Condition        Report By
 AW4723  HISTORY     - 1943     MONUMENTED       CGS
 AW4723  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4723  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW4723  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW4723  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4723
 AW4723                          STATION DESCRIPTION
 AW4723
 AW4723'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4723'3.1 MI W FROM SUGARLAND.
 AW4723'TO REACH FROM THE IMPERIAL SUGAR BUILDING AT SUGARLAND-- PROCEED 3.1
 AW4723'MILES WESTERLY ALONG U. S. HIGHWAY NO.59 TO SITE OF BENCH MARK. BENCH
 AW4723'MARK IS ABOUT 158.0 FEET EAST OF AN IMPROVED COUNTY ROAD INTERSECTION
 AW4723'LEADING NORTH TO CLODINE, AND 22.0 FEET SOUTH OF AND ABOUT THE SAME
 AW4723'ELEVATION AS THE CENTERLINE OF THE SOUTH LANE OF HIGHWAY. IT IS SET
 AW4723'HORIZONTALLY 12.0 FEET FROM THE EAST END OF THE SOUTH HEADWALL OF A
 AW4723'LARGE CONCRETE CULVERT NEAR RAILROAD TRESTLE NO.27.72. A STANDARD
 AW4723'DISK, STAMPED Y 804 1943.
 AW4723
 AW4723                          STATION RECOVERY (1973)
 AW4723
 AW4723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4723'MARK NOT FOUND.
 AW4723
 AW4723                          STATION RECOVERY (1995)
 AW4723
 AW4723'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4723'MARK NOT FOUND.
 AW4723
 AW4723                          STATION RECOVERY (1998)
 AW4723
 AW4723'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4723'MARK NOT FOUND.
 AW4723
 AW4723                          STATION RECOVERY (1998)
 AW4723
 AW4723'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0400 ***********************************************************************
 BM0400  DESIGNATION -  Y 804
 BM0400  PID         -  BM0400
 BM0400  STATE/COUNTY-  TX/BASTROP
 BM0400  USGS QUAD   -  ELGIN EAST (1982)
 BM0400
 BM0400                         *CURRENT SURVEY CONTROL
 BM0400  ___________________________________________________________________
 BM0400* NAD 83(1986)-  30 20 08.     (N)    097 21 56.     (W)     SCALED    
 BM0400* NAVD 88     -       169.40   (+/-2cm)     555.8    (feet)  VERTCON   
 BM0400  ___________________________________________________________________
 BM0400  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0400
 BM0400  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0400
 BM0400.The horizontal coordinates were scaled from a topographic map and have
 BM0400.an estimated accuracy of +/- 6 seconds.
 BM0400
 BM0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0400.The vertical order pertains to the NGVD 29 superseded value.
 BM0400
 BM0400.The geoid height was determined by GEOID03.
 BM0400
 BM0400;                    North         East    Units  Estimated Accuracy
 BM0400;SPC TX C     - 3,077,960.      985,330.      MT  (+/- 180 meters Scaled)
 BM0400
 BM0400                          SUPERSEDED SURVEY CONTROL
 BM0400
 BM0400  NGVD 29 (??/??/92)  169.329  (m)          555.54   (f) ADJ UNCH    1 2
 BM0400
 BM0400.Superseded values are not recommended for survey control.
 BM0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0400.See file dsdata.txt to determine how the superseded data were derived.
 BM0400
 BM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU571571(NAD 83)
 BM0400_MARKER: DB = BENCH MARK DISK
 BM0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0400_SP_SET: ABUTMENT
 BM0400_STAMPING: Y 804 1953
 BM0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0400
 BM0400  HISTORY     - Date     Condition        Report By
 BM0400  HISTORY     - 1953     MONUMENTED       CGS
 BM0400  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0400  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 BM0400  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0400
 BM0400                          STATION DESCRIPTION
 BM0400
 BM0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0400'0.8 MI SE FROM ELGIN.
 BM0400'0.8 MILE SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0400'THE STATION AT ELGIN, 21.4 FEET WEST OF THE WEST RAIL OF THE MAIN
 BM0400'TRACK, 36.9 FEET EAST OF THE EAST CORNER OF A CONCRETE BRIDGE UNDER
 BM0400'FARM ROAD 1704, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 BM0400'CONCRETE ABUTMENT OF THE UNDERPASS OF U. S. HIGHWAY 290.
 BM0400
 BM0400                          STATION RECOVERY (1990)
 BM0400
 BM0400'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0400'MARK NOT FOUND.
 BM0400
 BM0400                          STATION RECOVERY (1991)
 BM0400
 BM0400'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0400'MARK NOT FOUND.
 BM0400
 BM0400                          STATION RECOVERY (1999)
 BM0400
 BM0400'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4737 ***********************************************************************
 AW4737  DESIGNATION -  Y 805
 AW4737  PID         -  AW4737
 AW4737  STATE/COUNTY-  TX/FORT BEND
 AW4737  USGS QUAD   -  MISSOURI CITY (1995)
 AW4737
 AW4737                         *CURRENT SURVEY CONTROL
 AW4737  ___________________________________________________________________
 AW4737* NAD 83(1986)-  29 31 56.     (N)    095 34 07.     (W)     SCALED    
 AW4737* NAVD 88     -        19.87   (+/-2cm)      65.2    (feet)  VERTCON   
 AW4737  ___________________________________________________________________
 AW4737  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW4737
 AW4737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4737
 AW4737.The horizontal coordinates were scaled from a topographic map and have
 AW4737.an estimated accuracy of +/- 6 seconds.
 AW4737
 AW4737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4737.The vertical order pertains to the NGVD 29 superseded value.
 AW4737
 AW4737.The geoid height was determined by GEOID03.
 AW4737
 AW4737;                    North         East    Units  Estimated Accuracy
 AW4737;SPC TXSC     - 4,193,160.      932,530.      MT  (+/- 180 meters Scaled)
 AW4737
 AW4737                          SUPERSEDED SURVEY CONTROL
 AW4737
 AW4737  NGVD 29 (??/??/92)   19.863  (m)           65.17   (f) ADJ UNCH    2 0
 AW4737
 AW4737.Superseded values are not recommended for survey control.
 AW4737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4737.See file dsdata.txt to determine how the superseded data were derived.
 AW4737
 AW4737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN510697(NAD 83)
 AW4737_MARKER: DB = BENCH MARK DISK
 AW4737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4737_STAMPING: Y 805 1943
 AW4737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4737+STABILITY: SURFACE MOTION
 AW4737
 AW4737  HISTORY     - Date     Condition        Report By
 AW4737  HISTORY     - 1943     MONUMENTED       CGS
 AW4737  HISTORY     - 19940814 GOOD             USPSQD
 AW4737
 AW4737                          STATION DESCRIPTION
 AW4737
 AW4737'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4737'2.05 MI S FROM DE WALT.
 AW4737'TO REACH FROM THE SCHOOL HOUSE AT DE WALT-- PROCEED 0.55 MILES
 AW4737'SOUTHWESTERLY ALONG A DIRT ROAD TO A SIDE ROAD INTERSECTION LEADING
 AW4737'SOUTH, THENCE 1.5 MILES SOUTHERLY TO SITE OF BENCH MARK.  BENCH MARK
 AW4737'IS ABOUT 111.0 FEET NORTH OF POWER POLE NO.35, AND 31.3 FEET SOUTHEAST
 AW4737'OF THE SOUTHEAST CORNER OF A SMALL FRAME SHACK.  IT IS 30.7 FEET WEST
 AW4737'OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF ROAD, 11.4 FEET SOUTH OF
 AW4737'A FENCE CORNER, 1.8 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET
 AW4737'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT. A
 AW4737'STANDARD DISK, STAMPED Y 805 1943 AND SET IN THE TOP OF A CONCRETE
 AW4737'POST.
 AW4737
 AW4737                          STATION RECOVERY (1994)
 AW4737
 AW4737'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0417 ***********************************************************************
 BM0417  DESIGNATION -  Y 805
 BM0417  PID         -  BM0417
 BM0417  STATE/COUNTY-  TX/BASTROP
 BM0417  USGS QUAD   -  LAKE BASTROP (1982)
 BM0417
 BM0417                         *CURRENT SURVEY CONTROL
 BM0417  ___________________________________________________________________
 BM0417* NAD 83(1986)-  30 11 03.     (N)    097 18 56.     (W)     SCALED    
 BM0417* NAVD 88     -       151.33   (+/-2cm)     496.5    (feet)  VERTCON   
 BM0417  ___________________________________________________________________
 BM0417  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0417
 BM0417  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0417
 BM0417.The horizontal coordinates were scaled from a topographic map and have
 BM0417.an estimated accuracy of +/- 6 seconds.
 BM0417
 BM0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0417.The vertical order pertains to the NGVD 29 superseded value.
 BM0417
 BM0417.The geoid height was determined by GEOID03.
 BM0417
 BM0417;                    North         East    Units  Estimated Accuracy
 BM0417;SPC TX C     - 3,061,310.      990,590.      MT  (+/- 180 meters Scaled)
 BM0417
 BM0417                          SUPERSEDED SURVEY CONTROL
 BM0417
 BM0417  NGVD 29 (??/??/92)  151.260  (m)          496.26   (f) ADJ UNCH    1 2
 BM0417
 BM0417.Superseded values are not recommended for survey control.
 BM0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0417.See file dsdata.txt to determine how the superseded data were derived.
 BM0417
 BM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU621403(NAD 83)
 BM0417_MARKER: DB = BENCH MARK DISK
 BM0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0417_STAMPING: Y 805 1953
 BM0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0417+STABILITY: SURFACE MOTION
 BM0417
 BM0417  HISTORY     - Date     Condition        Report By
 BM0417  HISTORY     - 1953     MONUMENTED       CGS
 BM0417  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 BM0417
 BM0417                          STATION DESCRIPTION
 BM0417
 BM0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0417'7.0 MI NW FROM BASTROP.
 BM0417'7.0 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0417'THE STATION AT BASTROP, 23 FEET SOUTHWEST OF MILEPOST 947, 29 FEET
 BM0417'EAST OF THE EAST RAIL OF THE MAIN TRACK, 14.1 FEET EAST OF THE EAST
 BM0417'RAIL OF A SIDE TRACK, ACROSS THE TRACK FROM AN ABANDONED FARMHOUSE, 3
 BM0417'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0417'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0417
 BM0417                          STATION RECOVERY (2004)
 BM0417
 BM0417'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0417'THIS AREA HAS BEEN SCRAPED CLEAN AND IS NOW COVERED WITH LIGHT LAYER
 BM0417'OF HARD PACKED GRAVEL.  MARK HAS MOST LIKELY BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4647 ***********************************************************************
 AW4647  DESIGNATION -  Y 806
 AW4647  PID         -  AW4647
 AW4647  STATE/COUNTY-  TX/WALLER
 AW4647  USGS QUAD   -  BROOKSHIRE (1980)
 AW4647
 AW4647                         *CURRENT SURVEY CONTROL
 AW4647  ___________________________________________________________________
 AW4647* NAD 83(1986)-  29 45 02.     (N)    095 56 36.     (W)     SCALED    
 AW4647* NAVD 88     -        45.18   (+/-2cm)     148.2    (feet)  VERTCON   
 AW4647  ___________________________________________________________________
 AW4647  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4647
 AW4647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4647
 AW4647.The horizontal coordinates were scaled from a topographic map and have
 AW4647.an estimated accuracy of +/- 6 seconds.
 AW4647
 AW4647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4647.The vertical order pertains to the NGVD 29 superseded value.
 AW4647
 AW4647.The geoid height was determined by GEOID03.
 AW4647
 AW4647;                    North         East    Units  Estimated Accuracy
 AW4647;SPC TXSC     - 4,216,340.      895,600.      MT  (+/- 180 meters Scaled)
 AW4647
 AW4647                          SUPERSEDED SURVEY CONTROL
 AW4647
 AW4647  NGVD 29 (??/??/92)   45.168  (m)          148.19   (f) ADJ UNCH    2 0
 AW4647
 AW4647.Superseded values are not recommended for survey control.
 AW4647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4647.See file dsdata.txt to determine how the superseded data were derived.
 AW4647
 AW4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN153947(NAD 83)
 AW4647_MARKER: DB = BENCH MARK DISK
 AW4647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4647_STAMPING: Y 806 1943
 AW4647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4647+STABILITY: SURFACE MOTION
 AW4647
 AW4647  HISTORY     - Date     Condition        Report By
 AW4647  HISTORY     - 1943     MONUMENTED       CGS
 AW4647  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 AW4647
 AW4647                          STATION DESCRIPTION
 AW4647
 AW4647'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4647'3.0 MI S FROM BROOKSHIRE.
 AW4647'TO REACH FROM THE MISSOURI-KANSAS-TEXAS RAILROAD STATION AT
 AW4647'BROOKSHIRE-- PROCEED 3.0 MILES SOUTHERLY ALONG THE BROOKSHIRE-FULSHEAR
 AW4647'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ON THE OUTSIDE OF A RIGHT
 AW4647'ANGLE CURVE, ABOUT 60.0 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD
 AW4647'LEADING NORTH TO THE RESIDENCE OF W. D. PARKER, AND 24.0 FEET EAST OF
 AW4647'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE MAIN ROAD. IT IS 22.0
 AW4647'FEET SOUTH OF THE CENTERLINE OF A GATE AND A FARM ROAD LEADING EAST,
 AW4647'3.2 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 2.5 FEET NORTH OF A
 AW4647'4X4-INCH WOODEN MARKERPOST.  MONUMENT PROJECTS 0.4 FOOT.
 AW4647
 AW4647                          STATION RECOVERY (2004)
 AW4647
 AW4647'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0101 ***********************************************************************
 BN0101  DESIGNATION -  Y 806
 BN0101  PID         -  BN0101
 BN0101  STATE/COUNTY-  TX/BLANCO
 BN0101  USGS QUAD   -  JOHNSON CITY (1982)
 BN0101
 BN0101                         *CURRENT SURVEY CONTROL
 BN0101  ___________________________________________________________________
 BN0101* NAD 83(1986)-  30 16 17.     (N)    098 25 51.     (W)     SCALED    
 BN0101* NAVD 88     -       381.100  (meters)    1250.33   (feet)  POSTED    
 BN0101  ___________________________________________________________________
 BN0101  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BN0101  DYNAMIC HT  -         380.570 (meters)    1248.59  (feet)  COMP
 BN0101  MODELED GRAV-     979,252.4   (mgal)                       NAVD 88
 BN0101
 BN0101  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0101
 BN0101.The horizontal coordinates were scaled from a topographic map and have
 BN0101.an estimated accuracy of +/- 6 seconds.
 BN0101
 BN0101.The orthometric height was determined by differential leveling
 BN0101.and adjusted by the National Geodetic Survey in 1992..
 BN0101.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0101.rate of 1.1 thru 2.0 mm/km.
 BN0101
 BN0101.The geoid height was determined by GEOID03.
 BN0101
 BN0101.The dynamic height is computed by dividing the NAVD 88
 BN0101.geopotential number by the normal gravity value computed on the
 BN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0101.degrees latitude (g = 980.6199 gals.).
 BN0101
 BN0101.The modeled gravity was interpolated from observed gravity values.
 BN0101
 BN0101;                    North         East    Units  Estimated Accuracy
 BN0101;SPC TX C     - 3,068,600.      883,050.      MT  (+/- 180 meters Scaled)
 BN0101
 BN0101                          SUPERSEDED SURVEY CONTROL
 BN0101
 BN0101  NGVD 29 (??/??/92)  381.021  (m)         1250.07   (f) ADJ UNCH    2 0
 BN0101
 BN0101.Superseded values are not recommended for survey control.
 BN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0101.See file dsdata.txt to determine how the superseded data were derived.
 BN0101
 BN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU547489(NAD 83)
 BN0101_MARKER: DB = BENCH MARK DISK
 BN0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0101_SP_SET: BRIDGE ABUTMENT
 BN0101_STAMPING: Y 806 1953
 BN0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0101
 BN0101  HISTORY     - Date     Condition        Report By
 BN0101  HISTORY     - 1953     MONUMENTED       CGS
 BN0101  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BN0101  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0101
 BN0101                          STATION DESCRIPTION
 BN0101
 BN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0101'1.35 MI W FROM JOHNSON CITY.
 BN0101'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0101'CITY, THENCE 1.25 MILES WEST ALONG U.S. HIGHWAY 290, 75 YARDS WEST OF
 BN0101'THE CENTER LINE OF A ROAD LEADING SOUTH, 13 FEET NORTH OF THE CENTER
 BN0101'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST
 BN0101'CONCRETE ABUTMENT OF A 66 FOOT BRIDGE.
 BN0101
 BN0101                          STATION RECOVERY (1983)
 BN0101
 BN0101'RECOVERY NOTE BY US POWER SQUADRON 1983
 BN0101'MARK NOT FOUND.
 BN0101
 BN0101                          STATION RECOVERY (1990)
 BN0101
 BN0101'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4648 ***********************************************************************
 AW4648  DESIGNATION -  Y 806 RESET 1949
 AW4648  PID         -  AW4648
 AW4648  STATE/COUNTY-  TX/FORT BEND
 AW4648  USGS QUAD   -  BROOKSHIRE (1980)
 AW4648
 AW4648                         *CURRENT SURVEY CONTROL
 AW4648  ___________________________________________________________________
 AW4648* NAD 83(1986)-  29 45 01.     (N)    095 56 36.     (W)     SCALED    
 AW4648* NAVD 88     -        45.03   (+/-2cm)     147.7    (feet)  VERTCON   
 AW4648  ___________________________________________________________________
 AW4648  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4648
 AW4648  VERT ORDER  -  THIRD (See Below)
 AW4648
 AW4648.The horizontal coordinates were scaled from a topographic map and have
 AW4648.an estimated accuracy of +/- 6 seconds.
 AW4648
 AW4648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4648.The vertical order pertains to the NGVD 29 superseded value.
 AW4648
 AW4648.The geoid height was determined by GEOID03.
 AW4648
 AW4648;                    North         East    Units  Estimated Accuracy
 AW4648;SPC TXSC     - 4,216,310.      895,600.      MT  (+/- 180 meters Scaled)
 AW4648
 AW4648                          SUPERSEDED SURVEY CONTROL
 AW4648
 AW4648  NGVD 29 (01/29/03)   45.02   (m)          147.7    (f) RESET       3  
 AW4648
 AW4648.Superseded values are not recommended for survey control.
 AW4648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4648.See file dsdata.txt to determine how the superseded data were derived.
 AW4648
 AW4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN153947(NAD 83)
 AW4648_MARKER: DB = BENCH MARK DISK
 AW4648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4648_STAMPING: Y 806 RESET 1949
 AW4648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4648+STABILITY: SURFACE MOTION
 AW4648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4648+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AW4648
 AW4648  HISTORY     - Date     Condition        Report By
 AW4648  HISTORY     - 1949     MONUMENTED       TXHD
 AW4648  HISTORY     - 20041016 GOOD             USPSQD
 AW4648
 AW4648                          STATION DESCRIPTION
 AW4648
 AW4648'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AW4648'2.8 MI S FROM BROOKSHIRE.
 AW4648'2.8 MILES SOUTH ALONG THE FULSHEAR ROAD (FARM-TO-MARKET HIGHWAY 359)
 AW4648'FROM THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT
 AW4648'BROOKSHIRE, FORT BEND COUNTY, 130 FEET SOUTH OF THE CENTERLINE OF A
 AW4648'PRIVATE ROAD LEADING NORTH TO THE W. D. PARKER RESIDENCE, 50 FEET EAST
 AW4648'OF THE CENTERLINE OF THE MAIN ROAD, AT THE RIGHT-OF-WAY FENCE, 1 FOOT
 AW4648'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE MAIN ROAD.
 AW4648
 AW4648                          STATION RECOVERY (2004)
 AW4648
 AW4648'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4648'ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0588 ***********************************************************************
 AY0588  DESIGNATION -  Y 807 RESET 1960
 AY0588  PID         -  AY0588
 AY0588  STATE/COUNTY-  TX/BEXAR
 AY0588  USGS QUAD   -  SAINT HEDWIG (1992)
 AY0588
 AY0588                         *CURRENT SURVEY CONTROL
 AY0588  ___________________________________________________________________
 AY0588* NAD 83(1986)-  29 28 56.     (N)    098 14 29.     (W)     SCALED    
 AY0588* NAVD 88     -       196.60   (+/-2cm)     645.0    (feet)  VERTCON   
 AY0588  ___________________________________________________________________
 AY0588  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AY0588
 AY0588  VERT ORDER  -  THIRD (See Below)
 AY0588
 AY0588.The horizontal coordinates were scaled from a topographic map and have
 AY0588.an estimated accuracy of +/- 6 seconds.
 AY0588
 AY0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0588.The vertical order pertains to the NGVD 29 superseded value.
 AY0588
 AY0588.The geoid height was determined by GEOID03.
 AY0588
 AY0588;                    North         East    Units  Estimated Accuracy
 AY0588;SPC TXSC     - 4,182,980.      673,560.      MT  (+/- 180 meters Scaled)
 AY0588
 AY0588                          SUPERSEDED SURVEY CONTROL
 AY0588
 AY0588  NGVD 29 (01/29/03)  196.50   (m)          644.7    (f) RESET       3  
 AY0588
 AY0588.Superseded values are not recommended for survey control.
 AY0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0588.See file dsdata.txt to determine how the superseded data were derived.
 AY0588
 AY0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT735616(NAD 83)
 AY0588_MARKER: DB = BENCH MARK DISK
 AY0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0588_SP_SET: CULVERT
 AY0588_STAMPING: Y 807 RESET 1960
 AY0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0588
 AY0588  HISTORY     - Date     Condition        Report By
 AY0588  HISTORY     - 1960     MONUMENTED       CGS
 AY0588  HISTORY     - 1987     GOOD             USPSQD
 AY0588  HISTORY     - 20030517 GOOD             USPSQD
 AY0588
 AY0588                          STATION DESCRIPTION
 AY0588
 AY0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AY0588'10.5 MI E FROM SAN ANTONIO.
 AY0588'ABOUT 10.5 MILES EAST ALONG INTERSTATE HIGHWAY NO. 10 FROM THE
 AY0588'JUNCTION WITH LOOP 13 IN THE EAST PART OF SAN ANTONIO, IN THE WEST END
 AY0588'OF THE NORTH HEADWALL OF A 4 X 4 CONCRETE CULVERT UNDER THE NORTH
 AY0588'SERVICE LANE OF THE INTERSTATE HIGHWAY.  IT IS NEAR HIGHWAY SURVEY
 AY0588'STATION 554 + 75, A DISK STAMPED Y 807 RESET 1960.
 AY0588
 AY0588                          STATION RECOVERY (1987)
 AY0588
 AY0588'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0588'RECOVERED IN GOOD CONDITION.
 AY0588
 AY0588                          STATION RECOVERY (2003)
 AY0588
 AY0588'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0184 ***********************************************************************
 AY0184  DESIGNATION -  Y 808
 AY0184  PID         -  AY0184
 AY0184  STATE/COUNTY-  TX/GUADALUPE
 AY0184  USGS QUAD   -  MC QUEENEY (1994)
 AY0184
 AY0184                         *CURRENT SURVEY CONTROL
 AY0184  ___________________________________________________________________
 AY0184* NAD 83(1986)-  29 31 06.     (N)    098 06 19.     (W)     SCALED    
 AY0184* NAVD 88     -       184.54   (+/-2cm)     605.4    (feet)  VERTCON   
 AY0184  ___________________________________________________________________
 AY0184  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AY0184
 AY0184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0184
 AY0184.The horizontal coordinates were scaled from a topographic map and have
 AY0184.an estimated accuracy of +/- 6 seconds.
 AY0184
 AY0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0184.The vertical order pertains to the NGVD 29 superseded value.
 AY0184
 AY0184.The geoid height was determined by GEOID03.
 AY0184
 AY0184;                    North         East    Units  Estimated Accuracy
 AY0184;SPC TXSC     - 4,187,070.      686,730.      MT  (+/- 180 meters Scaled)
 AY0184
 AY0184                          SUPERSEDED SURVEY CONTROL
 AY0184
 AY0184  NGVD 29 (??/??/92)  184.454  (m)          605.16   (f) ADJ UNCH    2 0
 AY0184
 AY0184.Superseded values are not recommended for survey control.
 AY0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0184.See file dsdata.txt to determine how the superseded data were derived.
 AY0184
 AY0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT867657(NAD 83)
 AY0184_MARKER: DB = BENCH MARK DISK
 AY0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0184_STAMPING: Y 808 1943
 AY0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0184+STABILITY: SURFACE MOTION
 AY0184
 AY0184  HISTORY     - Date     Condition        Report By
 AY0184  HISTORY     - 1943     MONUMENTED       CGS
 AY0184  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0184  HISTORY     - 19880429 MARK NOT FOUND   USPSQD
 AY0184  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0184  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0184  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0184  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0184
 AY0184                          STATION DESCRIPTION
 AY0184
 AY0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0184'3.95 MI N FROM NEW BERLIN.
 AY0184'TO REACH FROM THE SCHOOL HOUSE AT NEW BERLIN-- PROCEED 3.95 MILES
 AY0184'NORTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AY0184'ABOUT 0.9 MILE SOUTH OF THE INTERSECTION OF U. S. HIGHWAY NO. 90,
 AY0184'ABOUT 0.3 MILE NORTH OF A CROSS ROAD INTERSECTION, AND ABOUT 0.1 MILE
 AY0184'SOUTH OF A SIDE ROAD INTERSECTION LEADING EAST.  IT IS 32.0 FEET WEST
 AY0184'OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD, 3.0 FEET WEST OF A
 AY0184'FENCE CORNER, 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 4.0 FEET
 AY0184'NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AY0184'FOOT.
 AY0184
 AY0184                          STATION RECOVERY (1988)
 AY0184
 AY0184'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0184'MARK NOT FOUND.
 AY0184
 AY0184                          STATION RECOVERY (1988)
 AY0184
 AY0184'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0184'MARK NOT FOUND.
 AY0184
 AY0184                          STATION RECOVERY (1989)
 AY0184
 AY0184'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0184'MARK NOT FOUND.
 AY0184
 AY0184                          STATION RECOVERY (1993)
 AY0184
 AY0184'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0184'MARK NOT FOUND.
 AY0184
 AY0184                          STATION RECOVERY (1999)
 AY0184
 AY0184'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0184'MARK NOT FOUND.
 AY0184
 AY0184                          STATION RECOVERY (2003)
 AY0184
 AY0184'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0442 ***********************************************************************
 AY0442  DESIGNATION -  Y 809
 AY0442  PID         -  AY0442
 AY0442  STATE/COUNTY-  TX/BEXAR
 AY0442  USGS QUAD   -  ELMENDORF (1992)
 AY0442
 AY0442                         *CURRENT SURVEY CONTROL
 AY0442  ___________________________________________________________________
 AY0442* NAD 83(1986)-  29 16 54.     (N)    098 21 44.     (W)     SCALED    
 AY0442* NAVD 88     -       165.396  (meters)     542.64   (feet)  POSTED    
 AY0442  ___________________________________________________________________
 AY0442  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY0442  DYNAMIC HT  -         165.160 (meters)     541.86  (feet)  COMP
 AY0442  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 AY0442
 AY0442  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0442
 AY0442.The horizontal coordinates were scaled from a topographic map and have
 AY0442.an estimated accuracy of +/- 6 seconds.
 AY0442
 AY0442.The orthometric height was determined by differential leveling
 AY0442.and adjusted by the National Geodetic Survey in 1992..
 AY0442.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0442.rate of 1.1 thru 2.0 mm/km.
 AY0442
 AY0442.The geoid height was determined by GEOID03.
 AY0442
 AY0442.The dynamic height is computed by dividing the NAVD 88
 AY0442.geopotential number by the normal gravity value computed on the
 AY0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0442.degrees latitude (g = 980.6199 gals.).
 AY0442
 AY0442.The modeled gravity was interpolated from observed gravity values.
 AY0442
 AY0442;                    North         East    Units  Estimated Accuracy
 AY0442;SPC TXSC     - 4,160,680.      661,970.      MT  (+/- 180 meters Scaled)
 AY0442
 AY0442                          SUPERSEDED SURVEY CONTROL
 AY0442
 AY0442  NGVD 29 (??/??/92)  165.311  (m)          542.36   (f) ADJ UNCH    1 2
 AY0442
 AY0442.Superseded values are not recommended for survey control.
 AY0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0442.See file dsdata.txt to determine how the superseded data were derived.
 AY0442
 AY0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT619393(NAD 83)
 AY0442_MARKER: DB = BENCH MARK DISK
 AY0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0442_STAMPING: Y 809 1943
 AY0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0442+STABILITY: SURFACE MOTION
 AY0442
 AY0442  HISTORY     - Date     Condition        Report By
 AY0442  HISTORY     - 1943     MONUMENTED       CGS
 AY0442  HISTORY     - 1952     GOOD             DOD
 AY0442  HISTORY     - 1980     GOOD             NGS
 AY0442  HISTORY     - 19991110 GOOD             USPSQD
 AY0442
 AY0442                          STATION DESCRIPTION
 AY0442
 AY0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0442'2.65 MI NW FROM ELMENDORF.
 AY0442'TO REACH FROM THE POST OFFICE AT ELMENDORF-- PROCEED 2.65 MILES
 AY0442'NORTHWESTERLY ALONG THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC)
 AY0442'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST OF
 AY0442'MILEPOST 13, AND ABOUT 340.0 FEET WEST OF TRESTLE NO.12.26.  IT IS
 AY0442'50.0 FEET SOUTH OF AND ABOUT 7.0 FEET BELOW THE CENTERLINE OF TRACK,
 AY0442'19.0 FEET EAST OF THE CENTERLINE OF A FARM ROAD CROSSING THE TRACK,
 AY0442'1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND 4.0 FEET EAST OF A
 AY0442'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AY0442
 AY0442                          STATION RECOVERY (1952)
 AY0442
 AY0442'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1952
 AY0442'RECOVERED IN GOOD CONDITION.
 AY0442
 AY0442                          STATION RECOVERY (1980)
 AY0442
 AY0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0442'RECOVERED IN GOOD CONDITION.
 AY0442
 AY0442                          STATION RECOVERY (1999)
 AY0442
 AY0442'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0134 ***********************************************************************
 BN0134  DESIGNATION -  Y 81
 BN0134  PID         -  BN0134
 BN0134  STATE/COUNTY-  TX/KENDALL
 BN0134  USGS QUAD   -  RAFTER HOLLOW (1979)
 BN0134
 BN0134                         *CURRENT SURVEY CONTROL
 BN0134  ___________________________________________________________________
 BN0134* NAD 83(1986)-  30 04 45.     (N)    098 49 14.     (W)     SCALED    
 BN0134* NAVD 88     -       497.861  (meters)    1633.40   (feet)  ADJUSTED  
 BN0134  ___________________________________________________________________
 BN0134  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 BN0134  DYNAMIC HT  -         497.159 (meters)    1631.10  (feet)  COMP
 BN0134  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 BN0134
 BN0134  VERT ORDER  -  FIRST     CLASS II
 BN0134
 BN0134.The horizontal coordinates were scaled from a topographic map and have
 BN0134.an estimated accuracy of +/- 6 seconds.
 BN0134
 BN0134.The orthometric height was determined by differential leveling
 BN0134.and adjusted by the National Geodetic Survey in June 1991..
 BN0134
 BN0134.The geoid height was determined by GEOID03.
 BN0134
 BN0134.The dynamic height is computed by dividing the NAVD 88
 BN0134.geopotential number by the normal gravity value computed on the
 BN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0134.degrees latitude (g = 980.6199 gals.).
 BN0134
 BN0134.The modeled gravity was interpolated from observed gravity values.
 BN0134
 BN0134;                    North         East    Units  Estimated Accuracy
 BN0134;SPC TXSC     - 4,248,920.      617,300.      MT  (+/- 180 meters Scaled)
 BN0134
 BN0134                          SUPERSEDED SURVEY CONTROL
 BN0134
 BN0134  NGVD 29 (??/??/92)  497.798  (m)         1633.19   (f) ADJ UNCH    1 2
 BN0134
 BN0134.Superseded values are not recommended for survey control.
 BN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0134.See file dsdata.txt to determine how the superseded data were derived.
 BN0134
 BN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU172275(NAD 83)
 BN0134_MARKER: DB = BENCH MARK DISK
 BN0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0134_STAMPING: Y 81 1931
 BN0134_MARK LOGO: CGS   
 BN0134_PROJECTION: PROJECTING 2 CENTIMETERS
 BN0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0134+STABILITY: SURFACE MOTION
 BN0134
 BN0134  HISTORY     - Date     Condition        Report By
 BN0134  HISTORY     - 1931     MONUMENTED       CGS
 BN0134  HISTORY     - 1953     GOOD             NGS
 BN0134  HISTORY     - 1982     GOOD             NGS
 BN0134  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 BN0134
 BN0134                          STATION DESCRIPTION
 BN0134
 BN0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0134'11.2 MI NE FROM COMFORT.
 BN0134'4.9 MILES NORTHEAST ALONG FARM ROAD 473 FROM ITS JUNCTION WITH U.S.
 BN0134'HIGHWAY 87 AT COMFORT, THENCE 6.3 MILES NORTH ALONG AN OILED ROAD, 90
 BN0134'YARDS NORTH OF THE CROSSING OF AN ABANDONED RAILROAD GRADE, 27 FEET
 BN0134'EAST OF THE CENTER LINE OF AN ABANDONED RAILROAD GRADE, 21 FEET WEST
 BN0134'OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 2 FEET WEST OF
 BN0134'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 BN0134'FOOT ABOVE THE GROUND.
 BN0134
 BN0134                          STATION RECOVERY (1982)
 BN0134
 BN0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0134'RECOVERED IN GOOD CONDITION, WITNESS POST MISSING.
 BN0134'THE MARK IS ABOVE LEVEL WITH OLD SAN ANTONIO ROAD.
 BN0134
 BN0134                          STATION RECOVERY (1994)
 BN0134
 BN0134'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4243 ***********************************************************************
 AW4243  DESIGNATION -  Y 811
 AW4243  PID         -  AW4243
 AW4243  STATE/COUNTY-  TX/FORT BEND
 AW4243  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4243
 AW4243                         *CURRENT SURVEY CONTROL
 AW4243  ___________________________________________________________________
 AW4243* NAD 83(1986)-  29 28 28.     (N)    095 39 12.     (W)     SCALED    
 AW4243* NAVD 88     -        21.52   (+/-2cm)      70.6    (feet)  VERTCON   
 AW4243  ___________________________________________________________________
 AW4243  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4243
 AW4243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4243
 AW4243.The horizontal coordinates were scaled from a topographic map and have
 AW4243.an estimated accuracy of +/- 6 seconds.
 AW4243
 AW4243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4243.The vertical order pertains to the NGVD 29 superseded value.
 AW4243
 AW4243.The geoid height was determined by GEOID03.
 AW4243
 AW4243;                    North         East    Units  Estimated Accuracy
 AW4243;SPC TXSC     - 4,186,520.      924,510.      MT  (+/- 180 meters Scaled)
 AW4243
 AW4243                          SUPERSEDED SURVEY CONTROL
 AW4243
 AW4243  NGVD 29 (??/??/92)   21.520  (m)           70.60   (f) ADJ UNCH    2 0
 AW4243
 AW4243.Superseded values are not recommended for survey control.
 AW4243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4243.See file dsdata.txt to determine how the superseded data were derived.
 AW4243
 AW4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN427634(NAD 83)
 AW4243_MARKER: DB = BENCH MARK DISK
 AW4243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4243_STAMPING: Y 811 1943
 AW4243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4243+STABILITY: SURFACE MOTION
 AW4243
 AW4243  HISTORY     - Date     Condition        Report By
 AW4243  HISTORY     - 1943     MONUMENTED       CGS
 AW4243  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4243  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4243  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4243  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4243
 AW4243                          STATION DESCRIPTION
 AW4243
 AW4243'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4243'15.8 MI NE FROM GUY.
 AW4243'TO REACH FROM THE SCHOOL BUILDING AT GUY, PROCEED 9.85 MILES
 AW4243'NORTHEASTERLY ALONG THE GUY - THOMPSONS ROAD TO A RIGHT ANGLE TURN IN
 AW4243'THE ROAD TO THE NORTHWEST, THENCE 1.85 MILES NORTHWESTERLY TO A RIGHT
 AW4243'ANGLE TURN IN THE ROAD TO THE NORTHEAST, THENCE 2.1 MILES
 AW4243'NORTHEASTERLY TO A RIGHT ANGLE TURN IN THE ROAD TO THE SOUTHEAST,
 AW4243'THENCE 2.0 MILES SOUTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AW4243'62.0 YARDS NORTHWEST OF THE NORTHEAST END OF A 2.0 FOOT IRON PIPE
 AW4243'CULVERT UNDER THE ROAD.  IT IS 38.5 FEET NORTHEAST OF AND ABOUT THE
 AW4243'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.3 FEET
 AW4243'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT
 AW4243'ABOVE THE GROUND, AND SET IN A CONCRETE POST.
 AW4243
 AW4243                          STATION RECOVERY (1973)
 AW4243
 AW4243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4243'MARK NOT FOUND.
 AW4243
 AW4243                          STATION RECOVERY (1996)
 AW4243
 AW4243'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4243'MARK NOT FOUND.
 AW4243
 AW4243                          STATION RECOVERY (1998)
 AW4243
 AW4243'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4243'MARK NOT FOUND.
 AW4243
 AW4243                          STATION RECOVERY (1998)
 AW4243
 AW4243'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0099 ***********************************************************************
 AX0099  DESIGNATION -  Y 812
 AX0099  PID         -  AX0099
 AX0099  STATE/COUNTY-  TX/WHARTON
 AX0099  USGS QUAD   -  LISSIE (1981)
 AX0099
 AX0099                         *CURRENT SURVEY CONTROL
 AX0099  ___________________________________________________________________
 AX0099* NAD 83(1986)-  29 33 39.     (N)    096 14 28.     (W)     SCALED    
 AX0099* NAVD 88     -        49.13   (+/-2cm)     161.2    (feet)  VERTCON   
 AX0099  ___________________________________________________________________
 AX0099  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0099
 AX0099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0099
 AX0099.The horizontal coordinates were scaled from a topographic map and have
 AX0099.an estimated accuracy of +/- 6 seconds.
 AX0099
 AX0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0099.The vertical order pertains to the NGVD 29 superseded value.
 AX0099
 AX0099.The geoid height was determined by GEOID03.
 AX0099
 AX0099;                    North         East    Units  Estimated Accuracy
 AX0099;SPC TXSC     - 4,194,610.      867,300.      MT  (+/- 180 meters Scaled)
 AX0099
 AX0099                          SUPERSEDED SURVEY CONTROL
 AX0099
 AX0099  NGVD 29 (??/??/92)   49.124  (m)          161.17   (f) ADJ UNCH    2 0
 AX0099
 AX0099.Superseded values are not recommended for survey control.
 AX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0099.See file dsdata.txt to determine how the superseded data were derived.
 AX0099
 AX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT673733(NAD 83)
 AX0099_MARKER: DB = BENCH MARK DISK
 AX0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0099_SP_SET: CONCRETE
 AX0099_STAMPING: Y 812 1943
 AX0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0099
 AX0099  HISTORY     - Date     Condition        Report By
 AX0099  HISTORY     - 1943     MONUMENTED       CGS
 AX0099  HISTORY     - 19910607 GOOD             USPSQD
 AX0099
 AX0099                          STATION DESCRIPTION
 AX0099
 AX0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0099'0.9 MI W FROM LISSIE.
 AX0099'0.9 MILE WEST ALONG U.S. HIGHWAY 90 A FROM THE TEXAS AND NEW ORLEANS
 AX0099'RAILROAD STATION AT LISSIE, WHARTON COUNTY, 69.5 FEET NORTH OF THE
 AX0099'CENTERLINE OF THE HIGHWAY, 11 FEET SOUTH OF THE CENTERLINE OF THE
 AX0099'TRACK, AT RAILROAD BLOCK SIGNAL 626, IN THE TOP OF THE EAST END OF THE
 AX0099'CONCRETE BASE, 2 FEET WEST OF THE EAST END OF THE BASE, AND ABOUT 3
 AX0099'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 812 1943.
 AX0099
 AX0099                          STATION RECOVERY (1991)
 AX0099
 AX0099'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0283 ***********************************************************************
 AX0283  DESIGNATION -  Y 814
 AX0283  PID         -  AX0283
 AX0283  STATE/COUNTY-  TX/FORT BEND
 AX0283  USGS QUAD   -  EAST BERNARD (1980)
 AX0283
 AX0283                         *CURRENT SURVEY CONTROL
 AX0283  ___________________________________________________________________
 AX0283* NAD 83(1986)-  29 36 55.     (N)    096 00 58.     (W)     SCALED    
 AX0283* NAVD 88     -        38.86   (+/-2cm)     127.5    (feet)  VERTCON   
 AX0283  ___________________________________________________________________
 AX0283  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0283
 AX0283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0283
 AX0283.The horizontal coordinates were scaled from a topographic map and have
 AX0283.an estimated accuracy of +/- 6 seconds.
 AX0283
 AX0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0283.The vertical order pertains to the NGVD 29 superseded value.
 AX0283
 AX0283.The geoid height was determined by GEOID03.
 AX0283
 AX0283;                    North         East    Units  Estimated Accuracy
 AX0283;SPC TXSC     - 4,201,170.      888,940.      MT  (+/- 180 meters Scaled)
 AX0283
 AX0283                          SUPERSEDED SURVEY CONTROL
 AX0283
 AX0283  NGVD 29 (??/??/92)   38.858  (m)          127.49   (f) ADJ UNCH    2 0
 AX0283
 AX0283.Superseded values are not recommended for survey control.
 AX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0283.See file dsdata.txt to determine how the superseded data were derived.
 AX0283
 AX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT889798(NAD 83)
 AX0283_MARKER: DB = BENCH MARK DISK
 AX0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0283_STAMPING: Y 814 1943
 AX0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0283+STABILITY: SURFACE MOTION
 AX0283
 AX0283  HISTORY     - Date     Condition        Report By
 AX0283  HISTORY     - 1943     MONUMENTED       CGS
 AX0283  HISTORY     - 19980208 MARK NOT FOUND   USPSQD
 AX0283  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AX0283
 AX0283                          STATION DESCRIPTION
 AX0283
 AX0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0283'2.9 MI W FROM ORCHARD.
 AX0283'2.9 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AX0283'STATION AT ORCHARD, FORT BEND COUNTY, 80 FEET SOUTH OF MILE POLE 79,
 AX0283'45.2 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 5.5 FEET NORTH OF THE
 AX0283'RIGHT-OF-WAY FENCE, 1.8 FEET EAST OF A WHITE WOODEN WITNESS POST, 3
 AX0283'FEET LOWER THAN THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 AX0283'PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AX0283
 AX0283                          STATION RECOVERY (1998)
 AX0283
 AX0283'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0283'MARK NOT FOUND.
 AX0283
 AX0283                          STATION RECOVERY (2004)
 AX0283
 AX0283'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0143 ***********************************************************************
 AX0143  DESIGNATION -  Y 815
 AX0143  PID         -  AX0143
 AX0143  STATE/COUNTY-  TX/COLORADO
 AX0143  USGS QUAD   -  EAGLE LAKE (1981)
 AX0143
 AX0143                         *CURRENT SURVEY CONTROL
 AX0143  ___________________________________________________________________
 AX0143* NAD 83(1986)-  29 37 30.     (N)    096 17 29.     (W)     SCALED    
 AX0143* NAVD 88     -        52.88   (+/-2cm)     173.5    (feet)  VERTCON   
 AX0143  ___________________________________________________________________
 AX0143  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0143
 AX0143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0143
 AX0143.The horizontal coordinates were scaled from a topographic map and have
 AX0143.an estimated accuracy of +/- 6 seconds.
 AX0143
 AX0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0143.The vertical order pertains to the NGVD 29 superseded value.
 AX0143
 AX0143.The geoid height was determined by GEOID03.
 AX0143
 AX0143;                    North         East    Units  Estimated Accuracy
 AX0143;SPC TXSC     - 4,201,600.      862,270.      MT  (+/- 180 meters Scaled)
 AX0143
 AX0143                          SUPERSEDED SURVEY CONTROL
 AX0143
 AX0143  NGVD 29 (??/??/92)   52.861  (m)          173.43   (f) ADJ UNCH    2 0
 AX0143
 AX0143.Superseded values are not recommended for survey control.
 AX0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0143.See file dsdata.txt to determine how the superseded data were derived.
 AX0143
 AX0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT622802(NAD 83)
 AX0143_MARKER: DB = BENCH MARK DISK
 AX0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0143_SP_SET: CULVERT
 AX0143_STAMPING: Y 815 1943
 AX0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0143
 AX0143  HISTORY     - Date     Condition        Report By
 AX0143  HISTORY     - 1943     MONUMENTED       CGS
 AX0143
 AX0143                          STATION DESCRIPTION
 AX0143
 AX0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0143'3.3 MI NE FROM EAGLE LAKE.
 AX0143'TO REACH FROM THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE,
 AX0143'PROCEED 3.3 MILES NORTHEASTERLY ALONG THE GULF, COLORADO AND SANTA FE
 AX0143'RAILROAD TO MILE POST NO. 14 AND SITE OF BENCH MARK.  BENCH MARK IS
 AX0143'96.5 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILE POST NO. 14. IT
 AX0143'IS 48.0 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AX0143'THE TRACK, 41.0 FEET SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST END
 AX0143'OF A 2.5 FOOT CONCRETE PIPE IRRIGATION CULVERT UNDER A SMALL PRIVATE
 AX0143'DIRT ROAD PARRALELLING THE RAILROAD, 1.5 FOOT NORTHWEST OF THE
 AX0143'SOUTHEAST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.0 FEET SOUTHWEST OF A 4X4
 AX0143'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AX0143'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0181 ***********************************************************************
 AX0181  DESIGNATION -  Y 816
 AX0181  PID         -  AX0181
 AX0181  STATE/COUNTY-  TX/COLORADO
 AX0181  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0181
 AX0181                         *CURRENT SURVEY CONTROL
 AX0181  ___________________________________________________________________
 AX0181* NAD 83(1986)-  29 40 54.     (N)    096 19 27.     (W)     SCALED    
 AX0181* NAVD 88     -        62.56   (+/-2cm)     205.2    (feet)  VERTCON   
 AX0181  ___________________________________________________________________
 AX0181  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0181
 AX0181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0181
 AX0181.The horizontal coordinates were scaled from a topographic map and have
 AX0181.an estimated accuracy of +/- 6 seconds.
 AX0181
 AX0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0181.The vertical order pertains to the NGVD 29 superseded value.
 AX0181
 AX0181.The geoid height was determined by GEOID03.
 AX0181
 AX0181;                    North         East    Units  Estimated Accuracy
 AX0181;SPC TXSC     - 4,207,810.      858,950.      MT  (+/- 180 meters Scaled)
 AX0181
 AX0181                          SUPERSEDED SURVEY CONTROL
 AX0181
 AX0181  NGVD 29 (??/??/92)   62.540  (m)          205.18   (f) ADJ UNCH    2 0
 AX0181
 AX0181.Superseded values are not recommended for survey control.
 AX0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0181.See file dsdata.txt to determine how the superseded data were derived.
 AX0181
 AX0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT589865(NAD 83)
 AX0181_MARKER: DB = BENCH MARK DISK
 AX0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0181_STAMPING: Y 816 1943
 AX0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0181+STABILITY: SURFACE MOTION
 AX0181
 AX0181  HISTORY     - Date     Condition        Report By
 AX0181  HISTORY     - 1943     MONUMENTED       CGS
 AX0181  HISTORY     - 1963     POOR             USGS
 AX0181  HISTORY     - 20050823 MARK NOT FOUND   USPSQD
 AX0181
 AX0181                          STATION DESCRIPTION
 AX0181
 AX0181'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX0181'10.2 MI N FROM EAGLE LAKE.
 AX0181'3.2 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AX0181'THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE, COLORADO COUNTY,
 AX0181'THENCE 7.0 MILES NORTHWEST ALONG A GRAVEL ROAD.  0.4 MILE WEST OF A
 AX0181'FRAME FARMHOUSE, 0.2 MILE WEST OF A WOODEN CULVERT UNDER THE ROAD,
 AX0181'29.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.7 FOOT SOUTH OF THE
 AX0181'NORTH RIGHT-OF-WAY FENCE, 2.2 FEET EAST OF A WHITE WOODEN WITNESS
 AX0181'POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, SET IN
 AX0181'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND. NOTE--
 AX0181'BENCH MARK WAS FOUND TILTED ABOUT 45 DEG.
 AX0181
 AX0181                          STATION RECOVERY (2005)
 AX0181
 AX0181'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 AX0181'SEARCHED 600' EACH SIDE OF COORDINATE IN LIGHT BRUSH ALONG FENCE LINE
 AX0181'AND COULD NOT FIND MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4800 ***********************************************************************
 AW4800  DESIGNATION -  Y 817
 AW4800  PID         -  AW4800
 AW4800  STATE/COUNTY-  TX/FORT BEND
 AW4800  USGS QUAD   -  RICHMOND (1980)
 AW4800
 AW4800                         *CURRENT SURVEY CONTROL
 AW4800  ___________________________________________________________________
 AW4800* NAD 83(1986)-  29 32 58.     (N)    095 49 57.     (W)     SCALED    
 AW4800* NAVD 88     -        31.44   (+/-2cm)     103.1    (feet)  VERTCON   
 AW4800  ___________________________________________________________________
 AW4800  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4800
 AW4800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4800
 AW4800.The horizontal coordinates were scaled from a topographic map and have
 AW4800.an estimated accuracy of +/- 6 seconds.
 AW4800
 AW4800.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4800.The vertical order pertains to the NGVD 29 superseded value.
 AW4800
 AW4800.The geoid height was determined by GEOID03.
 AW4800
 AW4800;                    North         East    Units  Estimated Accuracy
 AW4800;SPC TXSC     - 4,194,350.      906,910.      MT  (+/- 180 meters Scaled)
 AW4800
 AW4800                          SUPERSEDED SURVEY CONTROL
 AW4800
 AW4800  NGVD 29 (??/??/92)   31.436  (m)          103.14   (f) ADJ UNCH    2 0
 AW4800
 AW4800.Superseded values are not recommended for survey control.
 AW4800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4800.See file dsdata.txt to determine how the superseded data were derived.
 AW4800
 AW4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN255722(NAD 83)
 AW4800_MARKER: DB = BENCH MARK DISK
 AW4800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4800_SP_SET: CONCRETE POST
 AW4800_STAMPING: Y 817 1943
 AW4800_MARK LOGO: CGS   
 AW4800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4800+STABILITY: SURFACE MOTION
 AW4800
 AW4800  HISTORY     - Date     Condition        Report By
 AW4800  HISTORY     - 1943     MONUMENTED       CGS
 AW4800  HISTORY     - 1987     POOR             NGS
 AW4800  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW4800
 AW4800                          STATION DESCRIPTION
 AW4800
 AW4800'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4800'1.9 MI SW FROM ROSENBERG.
 AW4800'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4800'PASSENGER STATION AT ROSENBERG, PROCEED 1.9 MILE SOUTHWESTERLY ALONG
 AW4800'THE TRACK TO SITE OF BENCH MARK.  BENCH MARK IS 0.4 MILE SOUTHWEST OF
 AW4800'MILE POST NO.1.  IT IS 59.7 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 AW4800'HIGHWAY NO.59, 40.6 FEET SOUTHEAST OF AND ABOUT 2.5 FEET BELOW THE
 AW4800'CENTERLINE OF THE RAILROAD TRACK, 3.5 FEET NORTHEAST OF A TELEPHONE
 AW4800'POLE AND 2.8 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AW4800'MONUMENT PROJECTS 0.3 FOOT.
 AW4800
 AW4800                          STATION RECOVERY (1987)
 AW4800
 AW4800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4800'RECOVERED IN POOR CONDITION.  NOT LEVELED DURING THIS SURVEY.
 AW4800
 AW4800                          STATION RECOVERY (1995)
 AW4800
 AW4800'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1102 ***********************************************************************
 AX1102  DESIGNATION -  Y 818
 AX1102  PID         -  AX1102
 AX1102  STATE/COUNTY-  TX/COLORADO
 AX1102  USGS QUAD   -  WEIMAR (1981)
 AX1102
 AX1102                         *CURRENT SURVEY CONTROL
 AX1102  ___________________________________________________________________
 AX1102* NAD 83(1986)-  29 42 04.     (N)    096 45 58.     (W)     SCALED    
 AX1102* NAVD 88     -       109.48   (+/-2cm)     359.2    (feet)  VERTCON   
 AX1102  ___________________________________________________________________
 AX1102  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1102
 AX1102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1102
 AX1102.The horizontal coordinates were scaled from a topographic map and have
 AX1102.an estimated accuracy of +/- 6 seconds.
 AX1102
 AX1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1102.The vertical order pertains to the NGVD 29 superseded value.
 AX1102
 AX1102.The geoid height was determined by GEOID03.
 AX1102
 AX1102;                    North         East    Units  Estimated Accuracy
 AX1102;SPC TXSC     - 4,209,070.      816,140.      MT  (+/- 180 meters Scaled)
 AX1102
 AX1102                          SUPERSEDED SURVEY CONTROL
 AX1102
 AX1102  NGVD 29 (??/??/92)  109.449  (m)          359.08   (f) ADJ UNCH    2 0
 AX1102
 AX1102.Superseded values are not recommended for survey control.
 AX1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1102.See file dsdata.txt to determine how the superseded data were derived.
 AX1102
 AX1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT161877(NAD 83)
 AX1102_MARKER: DB = BENCH MARK DISK
 AX1102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1102_SP_SET: BRIDGE
 AX1102_STAMPING: Y 818 1943
 AX1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1102+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1102
 AX1102  HISTORY     - Date     Condition        Report By
 AX1102  HISTORY     - 1943     MONUMENTED       CGS
 AX1102  HISTORY     - 1987     GOOD             USPSQD
 AX1102  HISTORY     - 1987     POOR             USPSQD
 AX1102  HISTORY     - 19970608 GOOD             USPSQD
 AX1102  HISTORY     - 20020727 GOOD             USPSQD
 AX1102  HISTORY     - 20050318 GOOD             USPSQD
 AX1102
 AX1102                          STATION DESCRIPTION
 AX1102
 AX1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1102'0.9 MI E FROM WEIMAR.
 AX1102'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.9 MILE EASTERLY ALONG
 AX1102'U.S. HIGHWAY NO. 90 TO A CONCRETE BRIDGE AND SITE OF BENCH MARK. BENCH
 AX1102'MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH
 AX1102'HEADWALL OF A 24.0 FOOT CONCRETE BRIDGE OVER A SMALL CREEK. IT IS 17.9
 AX1102'FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX1102
 AX1102                          STATION RECOVERY (1987)
 AX1102
 AX1102'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1102'RECOVERED IN GOOD CONDITION.
 AX1102
 AX1102                          STATION RECOVERY (1987)
 AX1102
 AX1102'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1102'MARK RECOVERED IN POOR CONDITION.
 AX1102
 AX1102                          STATION RECOVERY (1997)
 AX1102
 AX1102'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1102'RECOVERED IN GOOD CONDITION.
 AX1102
 AX1102                          STATION RECOVERY (2002)
 AX1102
 AX1102'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1102'RECOVERED IN GOOD CONDITION.
 AX1102
 AX1102                          STATION RECOVERY (2005)
 AX1102
 AX1102'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1489 ***********************************************************************
 AX1489  DESIGNATION -  Y 819
 AX1489  PID         -  AX1489
 AX1489  STATE/COUNTY-  TX/FAYETTE
 AX1489  USGS QUAD   -  FLATONIA (1981)
 AX1489
 AX1489                         *CURRENT SURVEY CONTROL
 AX1489  ___________________________________________________________________
 AX1489* NAD 83(1986)-  29 41 16.     (N)    097 06 01.     (W)     SCALED    
 AX1489* NAVD 88     -       135.59   (+/-2cm)     444.8    (feet)  VERTCON   
 AX1489  ___________________________________________________________________
 AX1489  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AX1489
 AX1489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1489
 AX1489.The horizontal coordinates were scaled from a topographic map and have
 AX1489.an estimated accuracy of +/- 6 seconds.
 AX1489
 AX1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1489.The vertical order pertains to the NGVD 29 superseded value.
 AX1489
 AX1489.The geoid height was determined by GEOID03.
 AX1489
 AX1489;                    North         East    Units  Estimated Accuracy
 AX1489;SPC TXSC     - 4,207,020.      783,840.      MT  (+/- 180 meters Scaled)
 AX1489
 AX1489                          SUPERSEDED SURVEY CONTROL
 AX1489
 AX1489  NGVD 29 (??/??/92)  135.55   (m)          444.7    (f) COMPUTED    2 0
 AX1489
 AX1489.Superseded values are not recommended for survey control.
 AX1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1489.See file dsdata.txt to determine how the superseded data were derived.
 AX1489
 AX1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT838856(NAD 83)
 AX1489_MARKER: DB = BENCH MARK DISK
 AX1489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1489_SP_SET: BRIDGE
 AX1489_STAMPING: Y 819 1943
 AX1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1489
 AX1489  HISTORY     - Date     Condition        Report By
 AX1489  HISTORY     - 1943     MONUMENTED       CGS
 AX1489  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1489  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1489
 AX1489                          STATION DESCRIPTION
 AX1489
 AX1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1489'0.2 MI E FROM FLATONIA.
 AX1489'TO REACH FROM THE METHODIST CHURCH AT FLATONIA, PROCEED 0.2 MILE
 AX1489'EASTERLY ALONG U.S. HIGHWAY NO.90 TO A CONCRETE BRIDGE AND SITE OF
 AX1489'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AX1489'NORTHEAST CORNER OF THE SOUTH CONCRETE COMBINATION HEADWALL, CURB AND
 AX1489'SIDE WALK.  IT IS 28.5 FEET SOUTH OF AND ABOUT 0.5 FOOT ABOVE THE
 AX1489'CENTERLINE OF THE HIGHWAY, 10.3 FEET NORTH OF THE NORTH EDGE OF THE
 AX1489'SOUTH HANDRAIL OF THE BRIDGE.
 AX1489
 AX1489                          STATION RECOVERY (1997)
 AX1489
 AX1489'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1489'MARK NOT FOUND.
 AX1489
 AX1489                          STATION RECOVERY (2005)
 AX1489
 AX1489'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1489'NEW CONCRETE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1490 ***********************************************************************
 AX1490  DESIGNATION -  Y 819 RESET 1955
 AX1490  PID         -  AX1490
 AX1490  STATE/COUNTY-  TX/FAYETTE
 AX1490  USGS QUAD   -  FLATONIA (1981)
 AX1490
 AX1490                         *CURRENT SURVEY CONTROL
 AX1490  ___________________________________________________________________
 AX1490* NAD 83(1986)-  29 41 16.     (N)    097 06 01.     (W)     SCALED    
 AX1490* NAVD 88     -       135.64   (+/-2cm)     445.0    (feet)  VERTCON   
 AX1490  ___________________________________________________________________
 AX1490  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AX1490
 AX1490  VERT ORDER  -  THIRD (See Below)
 AX1490
 AX1490.The horizontal coordinates were scaled from a topographic map and have
 AX1490.an estimated accuracy of +/- 6 seconds.
 AX1490
 AX1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1490.The vertical order pertains to the NGVD 29 superseded value.
 AX1490
 AX1490.The geoid height was determined by GEOID03.
 AX1490
 AX1490;                    North         East    Units  Estimated Accuracy
 AX1490;SPC TXSC     - 4,207,020.      783,840.      MT  (+/- 180 meters Scaled)
 AX1490
 AX1490                          SUPERSEDED SURVEY CONTROL
 AX1490
 AX1490  NGVD 29 (??/??/??)  135.60   (m)          444.9    (f) RESET       3  
 AX1490
 AX1490.Superseded values are not recommended for survey control.
 AX1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1490.See file dsdata.txt to determine how the superseded data were derived.
 AX1490
 AX1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT838856(NAD 83)
 AX1490_MARKER: DB = BENCH MARK DISK
 AX1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1490_SP_SET: BRIDGE
 AX1490_STAMPING: Y 819 RESET 1955
 AX1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1490+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1490
 AX1490  HISTORY     - Date     Condition        Report By
 AX1490  HISTORY     - 1955     MONUMENTED       TXHD
 AX1490  HISTORY     - 1987     GOOD             USPSQD
 AX1490  HISTORY     - 1988     GOOD             USPSQD
 AX1490  HISTORY     - 19910608 GOOD             USPSQD
 AX1490  HISTORY     - 19970607 GOOD             USPSQD
 AX1490  HISTORY     - 20040318 GOOD             USPSQD
 AX1490  HISTORY     - 20050318 GOOD             USPSQD
 AX1490
 AX1490                          STATION DESCRIPTION
 AX1490
 AX1490'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AX1490'0.2 MI E FROM FLATONIA.
 AX1490'0.2 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE METHODIST CHURCH AT
 AX1490'FLATONIA, AT A CONCRETE-BOX CULVERT, IN THE TOP OF THE NORTH-CORNER OF
 AX1490'THE SOUTH COMBINATION HEAD WALL, CURB, AND SIDEWALK, 0.5 FOOT NORTH OF
 AX1490'THE NORTH EDGE OF THE SOUTH HAND RAIL, 38.3 FEET SOUTH OF THE CENTER
 AX1490'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 AX1490
 AX1490                          STATION RECOVERY (1987)
 AX1490
 AX1490'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1490'RECOVERED IN GOOD CONDITION.
 AX1490
 AX1490                          STATION RECOVERY (1988)
 AX1490
 AX1490'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1490'RECOVERED IN GOOD CONDITION.
 AX1490
 AX1490                          STATION RECOVERY (1991)
 AX1490
 AX1490'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX1490'RECOVERED IN GOOD CONDITION.
 AX1490
 AX1490                          STATION RECOVERY (1997)
 AX1490
 AX1490'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1490'RECOVERED IN GOOD CONDITION.
 AX1490
 AX1490                          STATION RECOVERY (2004)
 AX1490
 AX1490'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1490'RECOVERED IN GOOD CONDITION.
 AX1490
 AX1490                          STATION RECOVERY (2005)
 AX1490
 AX1490'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0977 ***********************************************************************
 AY0977  DESIGNATION -  Y 82
 AY0977  PID         -  AY0977
 AY0977  STATE/COUNTY-  TX/BEXAR
 AY0977  USGS QUAD   -  CASTLE HILLS (1992)
 AY0977
 AY0977                         *CURRENT SURVEY CONTROL
 AY0977  ___________________________________________________________________
 AY0977* NAD 83(1986)-  29 32 15.     (N)    098 32 20.     (W)     SCALED    
 AY0977* NAVD 88     -       250.488  (meters)     821.81   (feet)  POSTED    
 AY0977  ___________________________________________________________________
 AY0977  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AY0977  DYNAMIC HT  -         250.120 (meters)     820.60  (feet)  COMP
 AY0977  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AY0977
 AY0977  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0977
 AY0977.The horizontal coordinates were scaled from a topographic map and have
 AY0977.an estimated accuracy of +/- 6 seconds.
 AY0977
 AY0977.The orthometric height was determined by differential leveling
 AY0977.and adjusted by the National Geodetic Survey in 1992..
 AY0977.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0977.rate of 1.1 thru 2.0 mm/km.
 AY0977
 AY0977.The geoid height was determined by GEOID03.
 AY0977
 AY0977.The dynamic height is computed by dividing the NAVD 88
 AY0977.geopotential number by the normal gravity value computed on the
 AY0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0977.degrees latitude (g = 980.6199 gals.).
 AY0977
 AY0977.The modeled gravity was interpolated from observed gravity values.
 AY0977
 AY0977;                    North         East    Units  Estimated Accuracy
 AY0977;SPC TXSC     - 4,188,960.      644,690.      MT  (+/- 180 meters Scaled)
 AY0977
 AY0977                          SUPERSEDED SURVEY CONTROL
 AY0977
 AY0977  NGVD 29 (??/??/92)  250.340  (m)          821.32   (f) ADJ UNCH    1 2
 AY0977
 AY0977.Superseded values are not recommended for survey control.
 AY0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0977.See file dsdata.txt to determine how the superseded data were derived.
 AY0977
 AY0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT446676(NAD 83)
 AY0977_MARKER: DB = BENCH MARK DISK
 AY0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0977_STAMPING: Y 82 1931
 AY0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0977+STABILITY: SURFACE MOTION
 AY0977
 AY0977  HISTORY     - Date     Condition        Report By
 AY0977  HISTORY     - 1931     MONUMENTED       CGS
 AY0977  HISTORY     - 1946     GOOD             NGS
 AY0977  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0977  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 AY0977
 AY0977                          STATION DESCRIPTION
 AY0977
 AY0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0977'8.5 MI N FROM SAN ANTONIO.
 AY0977'8.5 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE WEST
 AY0977'COMMERCE STREET CROSSING AT SAN ANTONIO, 0.2 MILE NORTH OF THE STATION
 AY0977'SHACK AT ROBARDS, 37.5 FEET WEST OF THE WEST RAIL, 35.0 FEET NORTH OF
 AY0977'THE CENTERLINE OF GRAVEL ROAD WHICH CROSSES THE RAILROAD, IN LINE WITH
 AY0977'THE TELEGRAPH POLES, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 AY0977'FOOT ABOVE THE GROUND.
 AY0977
 AY0977                          STATION RECOVERY (1967)
 AY0977
 AY0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0977'MARK NOT FOUND.
 AY0977
 AY0977                          STATION RECOVERY (1995)
 AY0977
 AY0977'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1540 ***********************************************************************
 AN1540  DESIGNATION -  Y 820
 AN1540  PID         -  AN1540
 AN1540  STATE/COUNTY-  TX/BEE
 AN1540  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1540
 AN1540                         *CURRENT SURVEY CONTROL
 AN1540  ___________________________________________________________________
 AN1540* NAD 83(1986)-  28 23 26.     (N)    097 44 32.     (W)     SCALED    
 AN1540* NAVD 88     -        63.06   (+/-2cm)     206.9    (feet)  VERTCON   
 AN1540  ___________________________________________________________________
 AN1540  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1540
 AN1540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1540
 AN1540.The horizontal coordinates were scaled from a topographic map and have
 AN1540.an estimated accuracy of +/- 6 seconds.
 AN1540
 AN1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1540.The vertical order pertains to the NGVD 29 superseded value.
 AN1540
 AN1540.The geoid height was determined by GEOID03.
 AN1540
 AN1540;                    North         East    Units  Estimated Accuracy
 AN1540;SPC TXSC     - 4,062,420.      723,270.      MT  (+/- 180 meters Scaled)
 AN1540
 AN1540                          SUPERSEDED SURVEY CONTROL
 AN1540
 AN1540  NGVD 29 (??/??/92)   63.055  (m)          206.87   (f) ADJ UNCH    2 0
 AN1540
 AN1540.Superseded values are not recommended for survey control.
 AN1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1540.See file dsdata.txt to determine how the superseded data were derived.
 AN1540
 AN1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS232411(NAD 83)
 AN1540_MARKER: DB = BENCH MARK DISK
 AN1540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1540_SP_SET: CULVERT
 AN1540_STAMPING: Y 820 1943
 AN1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1540
 AN1540  HISTORY     - Date     Condition        Report By
 AN1540  HISTORY     - 1943     MONUMENTED       CGS
 AN1540  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1540
 AN1540                          STATION DESCRIPTION
 AN1540
 AN1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1540'0.8 MI SE FROM BEEVILLE.
 AN1540'TO REACH FROM THE COUNTY COURT HOUSE AT BEEVILLE, PROCEED 0.8 MILE
 AN1540'SOUTHEAST ALONG STATE HIGHWAY NO.202 TO A 4X3 FOOT 4 SECTION CONCRETE
 AN1540'CULVERT UNDER HIGHWAY AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AN1540'HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL
 AN1540'OF CULVERT.  IT IS ABOUT 84.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 AN1540'OF THE PRODUCERS COOPERATION DAIRY BUILDING, ABOUT 19.0 FEET NORTHEAST
 AN1540'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND NEAR
 AN1540'THE SOUTHEAST PART OF BEEVILLE.
 AN1540
 AN1540                          STATION RECOVERY (1996)
 AN1540
 AN1540'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1371 ***********************************************************************
 AX1371  DESIGNATION -  Y 821
 AX1371  PID         -  AX1371
 AX1371  STATE/COUNTY-  TX/GONZALES
 AX1371  USGS QUAD   -  GONZALES NORTH (1981)
 AX1371
 AX1371                         *CURRENT SURVEY CONTROL
 AX1371  ___________________________________________________________________
 AX1371* NAD 83(1986)-  29 31 46.     (N)    097 25 51.     (W)     SCALED    
 AX1371* NAVD 88     -        91.42   (+/-2cm)     299.9    (feet)  VERTCON   
 AX1371  ___________________________________________________________________
 AX1371  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AX1371
 AX1371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1371
 AX1371.The horizontal coordinates were scaled from a topographic map and have
 AX1371.an estimated accuracy of +/- 6 seconds.
 AX1371
 AX1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1371.The vertical order pertains to the NGVD 29 superseded value.
 AX1371
 AX1371.The geoid height was determined by GEOID03.
 AX1371
 AX1371;                    North         East    Units  Estimated Accuracy
 AX1371;SPC TXSC     - 4,188,990.      752,090.      MT  (+/- 180 meters Scaled)
 AX1371
 AX1371                          SUPERSEDED SURVEY CONTROL
 AX1371
 AX1371  NGVD 29 (??/??/92)   91.384  (m)          299.82   (f) ADJ UNCH    2 0
 AX1371
 AX1371.Superseded values are not recommended for survey control.
 AX1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1371.See file dsdata.txt to determine how the superseded data were derived.
 AX1371
 AX1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT520676(NAD 83)
 AX1371_MARKER: DB = BENCH MARK DISK
 AX1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1371_SP_SET: CULVERT
 AX1371_STAMPING: Y 821 1943
 AX1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1371
 AX1371  HISTORY     - Date     Condition        Report By
 AX1371  HISTORY     - 1943     MONUMENTED       CGS
 AX1371  HISTORY     - 20031001 MARK NOT FOUND   USPSQD
 AX1371
 AX1371                          STATION DESCRIPTION
 AX1371
 AX1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1371'2.8 MI NE FROM GONZALES.
 AX1371'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 AX1371'GONZALES, GONZALES COUNTY, AT A SMALL CONCRETE CULVERT, IN THE TOP OF
 AX1371'THE NORTHEAST END OF THE SOUTHEAST HEADWALL, 11 FEET SOUTHEAST OF THE
 AX1371'CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF THE NORTHEAST END OF
 AX1371'THE HEADWALL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 AX1371'DISK, STAMPED Y 821 1943.
 AX1371
 AX1371                          STATION RECOVERY (2003)
 AX1371
 AX1371'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1406 ***********************************************************************
 AX1406  DESIGNATION -  Y 822 RESET 1955
 AX1406  PID         -  AX1406
 AX1406  STATE/COUNTY-  TX/FAYETTE
 AX1406  USGS QUAD   -  CISTERN (1981)
 AX1406
 AX1406                         *CURRENT SURVEY CONTROL
 AX1406  ___________________________________________________________________
 AX1406* NAD 83(1986)-  29 46 08.     (N)    097 13 50.     (W)     SCALED    
 AX1406* NAVD 88     -       112.69   (+/-2cm)     369.7    (feet)  VERTCON   
 AX1406  ___________________________________________________________________
 AX1406  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AX1406
 AX1406  VERT ORDER  -  THIRD (See Below)
 AX1406
 AX1406.The horizontal coordinates were scaled from a topographic map and have
 AX1406.an estimated accuracy of +/- 6 seconds.
 AX1406
 AX1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1406.The vertical order pertains to the NGVD 29 superseded value.
 AX1406
 AX1406.The geoid height was determined by GEOID03.
 AX1406
 AX1406;                    North         East    Units  Estimated Accuracy
 AX1406;SPC TXSC     - 4,215,810.      771,100.      MT  (+/- 180 meters Scaled)
 AX1406
 AX1406                          SUPERSEDED SURVEY CONTROL
 AX1406
 AX1406  NGVD 29 (??/??/??)  112.64   (m)          369.6    (f) RESET       3  
 AX1406
 AX1406.Superseded values are not recommended for survey control.
 AX1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1406.See file dsdata.txt to determine how the superseded data were derived.
 AX1406
 AX1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT710944(NAD 83)
 AX1406_MARKER: DB = BENCH MARK DISK
 AX1406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1406_SP_SET: MONUMENT
 AX1406_STAMPING: Y 822 RESET 1955
 AX1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1406
 AX1406  HISTORY     - Date     Condition        Report By
 AX1406  HISTORY     - 1955     MONUMENTED       CGS
 AX1406  HISTORY     - 19910608 GOOD             USPSQD
 AX1406  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1406
 AX1406                          STATION DESCRIPTION
 AX1406
 AX1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AX1406'3.9 MI S FROM CISTERN.
 AX1406'ABOUT 3.9 MILES SOUTH OF CISTERN ALONG THE FARM TO MARKET ROAD TO
 AX1406'WAELDER, GONZALES COUNTY, 01.3 MILES NORTHEAST OF ELM GROVE SCHOOL,
 AX1406'0.2 MILE SOUTH OF A WHITE HOUSE WHICH IS ON THE WEST SIDE OF THE ROAD,
 AX1406'IN THE SOUTH WEST CORNER OF A SMALL CLEARING, 19 YARDS EAST OF THE
 AX1406'EAST RIGHT-OF-WAY FENCE, 8 YARDS EAST OF THE SOUTH EAST CORNER OF A
 AX1406'SMALL PEN AND 1 FOOT NORTH OF A T FENCE LEADING EAST.  A STANDARD DISK
 AX1406'STAMPED Y 822 RESET 1955 SET IN A CONCRETE MONUMENT WHICH PROJECTS
 AX1406'ABOUT 4 INCHES.
 AX1406
 AX1406                          STATION RECOVERY (1991)
 AX1406
 AX1406'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1406'RECOVERED IN GOOD CONDITION.
 AX1406
 AX1406                          STATION RECOVERY (1997)
 AX1406
 AX1406'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1449 ***********************************************************************
 AX1449  DESIGNATION -  Y 823
 AX1449  PID         -  AX1449
 AX1449  STATE/COUNTY-  TX/FAYETTE
 AX1449  USGS QUAD   -  CISTERN (1981)
 AX1449
 AX1449                         *CURRENT SURVEY CONTROL
 AX1449  ___________________________________________________________________
 AX1449* NAD 83(1986)-  29 52 20.     (N)    097 08 25.     (W)     SCALED    
 AX1449* NAVD 88     -       118.85   (+/-2cm)     389.9    (feet)  VERTCON   
 AX1449  ___________________________________________________________________
 AX1449  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AX1449
 AX1449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1449
 AX1449.The horizontal coordinates were scaled from a topographic map and have
 AX1449.an estimated accuracy of +/- 6 seconds.
 AX1449
 AX1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1449.The vertical order pertains to the NGVD 29 superseded value.
 AX1449
 AX1449.The geoid height was determined by GEOID03.
 AX1449
 AX1449;                    North         East    Units  Estimated Accuracy
 AX1449;SPC TXSC     - 4,227,390.      779,640.      MT  (+/- 180 meters Scaled)
 AX1449
 AX1449                          SUPERSEDED SURVEY CONTROL
 AX1449
 AX1449  NGVD 29 (??/??/92)  118.799  (m)          389.76   (f) ADJ UNCH    2 0
 AX1449
 AX1449.Superseded values are not recommended for survey control.
 AX1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1449.See file dsdata.txt to determine how the superseded data were derived.
 AX1449
 AX1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU796060(NAD 83)
 AX1449_MARKER: DB = BENCH MARK DISK
 AX1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1449_STAMPING: Y 823 1943
 AX1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1449+STABILITY: SURFACE MOTION
 AX1449
 AX1449  HISTORY     - Date     Condition        Report By
 AX1449  HISTORY     - 1943     MONUMENTED       CGS
 AX1449
 AX1449                          STATION DESCRIPTION
 AX1449
 AX1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1449'7.5 MI NW FROM MULDOON.
 AX1449'7.5 MILES NORTHWEST OF MULDOON, FAYETTE COUNTY.  THIS BENCH MARK MAY
 AX1449'BE REACHED FROM THE GRADE SCHOOL BY GOING 5.4 MILES WEST ALONG A
 AX1449'GRADED ROAD TO THE INTERSECTION OF THE CISTERN ROAD, TURN RIGHT AND GO
 AX1449'0.7 MILE NORTH TO A ROAD FORK AT A STEEL BRIDGE, AND TAKE LEFT FORK
 AX1449'AND GO 1.4 MILES.  IT IS ON THE OUTSIDE OF A SMALL ROAD CURVE, 18 FEET
 AX1449'EAST OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF THE RIGHT-OF-WAY
 AX1449'FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AX1449'ROAD.  A STANDARD DISK, STAMPED Y 823 1943 AND SET IN THE TOP OF A
 AX1449'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1415 ***********************************************************************
 AX1415  DESIGNATION -  Y 824
 AX1415  PID         -  AX1415
 AX1415  STATE/COUNTY-  TX/FAYETTE
 AX1415  USGS QUAD   -  TOGO (1981)
 AX1415
 AX1415                         *CURRENT SURVEY CONTROL
 AX1415  ___________________________________________________________________
 AX1415* NAD 83(1986)-  29 52 37.     (N)    097 12 19.     (W)     SCALED    
 AX1415* NAVD 88     -       125.45   (+/-2cm)     411.6    (feet)  VERTCON   
 AX1415  ___________________________________________________________________
 AX1415  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AX1415
 AX1415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1415
 AX1415.The horizontal coordinates were scaled from a topographic map and have
 AX1415.an estimated accuracy of +/- 6 seconds.
 AX1415
 AX1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1415.The vertical order pertains to the NGVD 29 superseded value.
 AX1415
 AX1415.The geoid height was determined by GEOID03.
 AX1415
 AX1415;                    North         East    Units  Estimated Accuracy
 AX1415;SPC TXSC     - 4,227,820.      773,360.      MT  (+/- 180 meters Scaled)
 AX1415
 AX1415                          SUPERSEDED SURVEY CONTROL
 AX1415
 AX1415  NGVD 29 (??/??/92)  125.400  (m)          411.42   (f) ADJ UNCH    2 0
 AX1415
 AX1415.Superseded values are not recommended for survey control.
 AX1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1415.See file dsdata.txt to determine how the superseded data were derived.
 AX1415
 AX1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU733065(NAD 83)
 AX1415_MARKER: DB = BENCH MARK DISK
 AX1415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1415_SP_SET: CULVERT
 AX1415_STAMPING: Y 824 1943
 AX1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1415
 AX1415  HISTORY     - Date     Condition        Report By
 AX1415  HISTORY     - 1943     MONUMENTED       CGS
 AX1415  HISTORY     - 1960     GOOD             NGS
 AX1415  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1415
 AX1415                          STATION DESCRIPTION
 AX1415
 AX1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1415'4.4 MI N FROM CISTERN.
 AX1415'4.4 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION AT
 AX1415'CISTERN, FAYETTE COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AX1415'THE SOUTH END OF THE WEST HEADWALL, 15 FEET WEST OF THE CENTERLINE OF
 AX1415'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AX1415
 AX1415                          STATION RECOVERY (1991)
 AX1415
 AX1415'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1416 ***********************************************************************
 AX1416  DESIGNATION -  Y 824 RESET 1960
 AX1416  PID         -  AX1416
 AX1416  STATE/COUNTY-  TX/FAYETTE
 AX1416  USGS QUAD   -  TOGO (1981)
 AX1416
 AX1416                         *CURRENT SURVEY CONTROL
 AX1416  ___________________________________________________________________
 AX1416* NAD 83(1986)-  29 52 34.     (N)    097 12 21.     (W)     SCALED    
 AX1416* NAVD 88     -       125.35   (+/-2cm)     411.3    (feet)  VERTCON   
 AX1416  ___________________________________________________________________
 AX1416  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AX1416
 AX1416  VERT ORDER  -  THIRD (See Below)
 AX1416
 AX1416.The horizontal coordinates were scaled from a topographic map and have
 AX1416.an estimated accuracy of +/- 6 seconds.
 AX1416
 AX1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1416.The vertical order pertains to the NGVD 29 superseded value.
 AX1416
 AX1416.The geoid height was determined by GEOID03.
 AX1416
 AX1416;                    North         East    Units  Estimated Accuracy
 AX1416;SPC TXSC     - 4,227,730.      773,300.      MT  (+/- 180 meters Scaled)
 AX1416
 AX1416                          SUPERSEDED SURVEY CONTROL
 AX1416
 AX1416  NGVD 29 (??/??/??)  125.30   (m)          411.1    (f) RESET       3  
 AX1416
 AX1416.Superseded values are not recommended for survey control.
 AX1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1416.See file dsdata.txt to determine how the superseded data were derived.
 AX1416
 AX1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU732064(NAD 83)
 AX1416_MARKER: DB = BENCH MARK DISK
 AX1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1416_STAMPING: Y 824 RESET 1960
 AX1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1416+STABILITY: SURFACE MOTION
 AX1416
 AX1416  HISTORY     - Date     Condition        Report By
 AX1416  HISTORY     - 1960     MONUMENTED       CGS
 AX1416  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1416
 AX1416                          STATION DESCRIPTION
 AX1416
 AX1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AX1416'4.4 MI N FROM CISTERN.
 AX1416'ABOUT 4.4 MILES NORTH ALONG STATE HIGHWAY NO.95 FROM THE MAIN ROAD
 AX1416'INTERSECTION IN CISTERN, ABOUT 125 YARDS SOUTH OF A CONCRETE CULVERT,
 AX1416'ABOUT 4 FEET WEST OF THE WEST RIGHT-OF-WAY LINE OF THE HIGHWAY AND AT
 AX1416'THE OUTSIDE OF A CURVE, IN THE BRUSH LAND.  A STANDARD DISK STAMPED Y
 AX1416'824 RESET 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 AX1416
 AX1416                          STATION RECOVERY (1991)
 AX1416
 AX1416'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1358 ***********************************************************************
 AX1358  DESIGNATION -  Y 825
 AX1358  PID         -  AX1358
 AX1358  STATE/COUNTY-  TX/GONZALES
 AX1358  USGS QUAD   -  FLATONIA NW (1981)
 AX1358
 AX1358                         *CURRENT SURVEY CONTROL
 AX1358  ___________________________________________________________________
 AX1358* NAD 83(1986)-  29 41 04.     (N)    097 13 12.     (W)     SCALED    
 AX1358* NAVD 88     -       106.61   (+/-2cm)     349.8    (feet)  VERTCON   
 AX1358  ___________________________________________________________________
 AX1358  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AX1358
 AX1358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1358
 AX1358.The horizontal coordinates were scaled from a topographic map and have
 AX1358.an estimated accuracy of +/- 6 seconds.
 AX1358
 AX1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1358.The vertical order pertains to the NGVD 29 superseded value.
 AX1358
 AX1358.The geoid height was determined by GEOID03.
 AX1358
 AX1358;                    North         East    Units  Estimated Accuracy
 AX1358;SPC TXSC     - 4,206,460.      772,260.      MT  (+/- 180 meters Scaled)
 AX1358
 AX1358                          SUPERSEDED SURVEY CONTROL
 AX1358
 AX1358  NGVD 29 (??/??/92)  106.573  (m)          349.65   (f) ADJ UNCH    2 0
 AX1358
 AX1358.Superseded values are not recommended for survey control.
 AX1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1358.See file dsdata.txt to determine how the superseded data were derived.
 AX1358
 AX1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT722851(NAD 83)
 AX1358_MARKER: DB = BENCH MARK DISK
 AX1358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1358_SP_SET: CULVERT
 AX1358_STAMPING: Y 825 1943
 AX1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1358+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1358
 AX1358  HISTORY     - Date     Condition        Report By
 AX1358  HISTORY     - 1943     MONUMENTED       CGS
 AX1358  HISTORY     - 1987     GOOD             USPSQD
 AX1358  HISTORY     - 1988     GOOD             USPSQD
 AX1358  HISTORY     - 20050318 GOOD             USPSQD
 AX1358
 AX1358                          STATION DESCRIPTION
 AX1358
 AX1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1358'4.8 MI E FROM WAELDER.
 AX1358'IN GONZALES COUNTY, 4.8 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE
 AX1358'SOUTHERN PACIFIC CO. RAILROAD STATION AT WAELDER, GONZALES COUNTY, 6.3
 AX1358'MILES WEST OF FLATONIA, FAYETTE COUNTY, AT A CONCRETE CULVERT, IN THE
 AX1358'TOP OF THE WEST END OF THE NORTH HEADWALL, 30 FEET NORTH OF THE
 AX1358'CENTERLINE OF THE HIGHWAY, AND ABOUT 2-1/2 FEET LOWER THAN THE
 AX1358'HIGHWAY.  A STANDARD DISK, STAMPED Y 825 1943.
 AX1358
 AX1358                          STATION RECOVERY (1987)
 AX1358
 AX1358'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1358'RECOVERED IN GOOD CONDITION.
 AX1358
 AX1358                          STATION RECOVERY (1988)
 AX1358
 AX1358'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1358'RECOVERED IN GOOD CONDITION.
 AX1358
 AX1358                          STATION RECOVERY (2005)
 AX1358
 AX1358'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1817 ***********************************************************************
 AX1817  DESIGNATION -  Y 826
 AX1817  PID         -  AX1817
 AX1817  STATE/COUNTY-  TX/GONZALES
 AX1817  USGS QUAD   -  HAMON (1987)
 AX1817
 AX1817                         *CURRENT SURVEY CONTROL
 AX1817  ___________________________________________________________________
 AX1817* NAD 83(1986)-  29 27 43.     (N)    097 15 44.     (W)     SCALED    
 AX1817* NAVD 88     -       130.39   (+/-2cm)     427.8    (feet)  VERTCON   
 AX1817  ___________________________________________________________________
 AX1817  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AX1817
 AX1817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1817
 AX1817.The horizontal coordinates were scaled from a topographic map and have
 AX1817.an estimated accuracy of +/- 6 seconds.
 AX1817
 AX1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1817.The vertical order pertains to the NGVD 29 superseded value.
 AX1817
 AX1817.The geoid height was determined by GEOID03.
 AX1817
 AX1817;                    North         East    Units  Estimated Accuracy
 AX1817;SPC TXSC     - 4,181,750.      768,540.      MT  (+/- 180 meters Scaled)
 AX1817
 AX1817                          SUPERSEDED SURVEY CONTROL
 AX1817
 AX1817  NGVD 29 (??/??/92)  130.360  (m)          427.69   (f) ADJ UNCH    2 0
 AX1817
 AX1817.Superseded values are not recommended for survey control.
 AX1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1817.See file dsdata.txt to determine how the superseded data were derived.
 AX1817
 AX1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT685604(NAD 83)
 AX1817_MARKER: DB = BENCH MARK DISK
 AX1817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1817_SP_SET: CULVERT
 AX1817_STAMPING: Y 826 1943
 AX1817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1817
 AX1817  HISTORY     - Date     Condition        Report By
 AX1817  HISTORY     - 1943     MONUMENTED       CGS
 AX1817
 AX1817                          STATION DESCRIPTION
 AX1817
 AX1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1817'5.9 MI W FROM SHINER.
 AX1817'TO REACH FROM THE CITY HALL AT SHINER, PROCEED WESTERLY ON STATE
 AX1817'HIGHWAY NUMBER 200 AND GO 5.9 MILES TO A CONCRETE CULVERT AT THE
 AX1817'INTERSECTION OF THE ROAD TO KOKERNOT AND SITE OF BENCH MARK.  BENCH
 AX1817'MARK IS SET HORIZONTALLY IN TOP OF THE EAST END OF THE SOUTH HEAD-WALL
 AX1817'OF THE CULVERT, IT IS 45 FEET EAST OF THE CENTER-LINE OF THE ROAD TO
 AX1817'KOKERNOT, 24 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AX1817'CENTER-LINE OF STATE HIGHWAY NUMBER 200.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1526 ***********************************************************************
 AX1526  DESIGNATION -  Y 827
 AX1526  PID         -  AX1526
 AX1526  STATE/COUNTY-  TX/GONZALES
 AX1526  USGS QUAD   -  DILWORTH (1981)
 AX1526
 AX1526                         *CURRENT SURVEY CONTROL
 AX1526  ___________________________________________________________________
 AX1526* NAD 83(1986)-  29 35 55.     (N)    097 19 24.     (W)     SCALED    
 AX1526* NAVD 88     -       104.25   (+/-2cm)     342.0    (feet)  VERTCON   
 AX1526  ___________________________________________________________________
 AX1526  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AX1526
 AX1526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1526
 AX1526.The horizontal coordinates were scaled from a topographic map and have
 AX1526.an estimated accuracy of +/- 6 seconds.
 AX1526
 AX1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1526.The vertical order pertains to the NGVD 29 superseded value.
 AX1526
 AX1526.The geoid height was determined by GEOID03.
 AX1526
 AX1526;                    North         East    Units  Estimated Accuracy
 AX1526;SPC TXSC     - 4,196,800.      762,400.      MT  (+/- 180 meters Scaled)
 AX1526
 AX1526                          SUPERSEDED SURVEY CONTROL
 AX1526
 AX1526  NGVD 29 (??/??/92)  104.216  (m)          341.92   (f) ADJ UNCH    2 0
 AX1526
 AX1526.Superseded values are not recommended for survey control.
 AX1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1526.See file dsdata.txt to determine how the superseded data were derived.
 AX1526
 AX1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT623754(NAD 83)
 AX1526_MARKER: DB = BENCH MARK DISK
 AX1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1526_STAMPING: Y 827 1943
 AX1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1526+STABILITY: SURFACE MOTION
 AX1526
 AX1526  HISTORY     - Date     Condition        Report By
 AX1526  HISTORY     - 1943     MONUMENTED       CGS
 AX1526
 AX1526                          STATION DESCRIPTION
 AX1526
 AX1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1526'7.7 MI S FROM WAELDER.
 AX1526'6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE SOUTHERN PACIFIC
 AX1526'CO. RAILROAD STATION AT WAELDER, GONZALES COUNTY, THENCE 0.9 MILE
 AX1526'SOUTHEAST ALONG A GRADED DIRT ROAD.  ABOUT 100 FEET WEST OF A SMALL
 AX1526'HOUSE, 78 FEET NORTHWEST OF A GATE IN THE RIGHT-OF-WAY FENCE, 22 FEET
 AX1526'NORTHEAST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTHEAST OF THE
 AX1526'RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AX1526'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Y 827 1943 AND SET IN
 AX1526'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0248 ***********************************************************************
 AY0248  DESIGNATION -  Y 828
 AY0248  PID         -  AY0248
 AY0248  STATE/COUNTY-  TX/WILSON
 AY0248  USGS QUAD   -  POTH (1961)
 AY0248
 AY0248                         *CURRENT SURVEY CONTROL
 AY0248  ___________________________________________________________________
 AY0248* NAD 83(1986)-  29 02 15.     (N)    098 03 28.     (W)     SCALED    
 AY0248* NAVD 88     -       105.771  (meters)     347.02   (feet)  ADJUSTED  
 AY0248  ___________________________________________________________________
 AY0248  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AY0248  DYNAMIC HT  -         105.619 (meters)     346.52  (feet)  COMP
 AY0248  MODELED GRAV-     979,212.2   (mgal)                       NAVD 88
 AY0248
 AY0248  VERT ORDER  -  FIRST     CLASS II
 AY0248
 AY0248.The horizontal coordinates were scaled from a topographic map and have
 AY0248.an estimated accuracy of +/- 6 seconds.
 AY0248
 AY0248.The orthometric height was determined by differential leveling
 AY0248.and adjusted by the National Geodetic Survey in June 1991..
 AY0248
 AY0248.The geoid height was determined by GEOID03.
 AY0248
 AY0248.The dynamic height is computed by dividing the NAVD 88
 AY0248.geopotential number by the normal gravity value computed on the
 AY0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0248.degrees latitude (g = 980.6199 gals.).
 AY0248
 AY0248.The modeled gravity was interpolated from observed gravity values.
 AY0248
 AY0248;                    North         East    Units  Estimated Accuracy
 AY0248;SPC TXSC     - 4,133,820.      691,760.      MT  (+/- 180 meters Scaled)
 AY0248
 AY0248                          SUPERSEDED SURVEY CONTROL
 AY0248
 AY0248  NGVD 29 (??/??/92)  105.712  (m)          346.82   (f) ADJ UNCH    1 2
 AY0248
 AY0248.Superseded values are not recommended for survey control.
 AY0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0248.See file dsdata.txt to determine how the superseded data were derived.
 AY0248
 AY0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT917125(NAD 83)
 AY0248_MARKER: DB = BENCH MARK DISK
 AY0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0248_STAMPING: Y 828 1943
 AY0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0248+STABILITY: SURFACE MOTION
 AY0248
 AY0248  HISTORY     - Date     Condition        Report By
 AY0248  HISTORY     - 1943     MONUMENTED       CGS
 AY0248
 AY0248                          STATION DESCRIPTION
 AY0248
 AY0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0248'2.7 MI SE FROM POTH.
 AY0248'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0248'STATION AT POTH-- PROCEED 2.70 MILES SOUTHEASTERLY ALONG THE RAILROAD
 AY0248'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 9 1/2 POLES (ABOUT 0.3
 AY0248'MILE) SOUTHEAST OF MILEPOST 39, AND 50.0 FEET SOUTHWEST OF AND ABOUT
 AY0248'THE SAME ELEVATION AS THE CENTERLINE OF TRACK.  IT IS 7.3 FEET
 AY0248'SOUTHEAST OF A FENCE CORNER, 1.0 FOOT NORTHEAST OF THE RIGHT-OF-WAY
 AY0248'FENCE, AND 3.6 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.
 AY0248'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1982 ***********************************************************************
 AX1982  DESIGNATION -  Y 829
 AX1982  PID         -  AX1982
 AX1982  STATE/COUNTY-  TX/WILSON
 AX1982  USGS QUAD   -  KOSCIUSKO (1987)
 AX1982
 AX1982                         *CURRENT SURVEY CONTROL
 AX1982  ___________________________________________________________________
 AX1982* NAD 83(1986)-  29 05 00.     (N)    097 59 28.     (W)     SCALED    
 AX1982* NAVD 88     -       112.68   (+/-2cm)     369.7    (feet)  VERTCON   
 AX1982  ___________________________________________________________________
 AX1982  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AX1982
 AX1982  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1982
 AX1982.The horizontal coordinates were scaled from a topographic map and have
 AX1982.an estimated accuracy of +/- 6 seconds.
 AX1982
 AX1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1982.The vertical order pertains to the NGVD 29 superseded value.
 AX1982
 AX1982.The geoid height was determined by GEOID03.
 AX1982
 AX1982;                    North         East    Units  Estimated Accuracy
 AX1982;SPC TXSC     - 4,138,960.      698,210.      MT  (+/- 180 meters Scaled)
 AX1982
 AX1982                          SUPERSEDED SURVEY CONTROL
 AX1982
 AX1982  NGVD 29 (??/??/92)  112.620  (m)          369.49   (f) ADJ UNCH    2 0
 AX1982
 AX1982.Superseded values are not recommended for survey control.
 AX1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1982.See file dsdata.txt to determine how the superseded data were derived.
 AX1982
 AX1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT981176(NAD 83)
 AX1982_MARKER: DB = BENCH MARK DISK
 AX1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1982_STAMPING: Y 829 1943
 AX1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1982+STABILITY: SURFACE MOTION
 AX1982
 AX1982  HISTORY     - Date     Condition        Report By
 AX1982  HISTORY     - 1943     MONUMENTED       CGS
 AX1982  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AX1982
 AX1982                          STATION DESCRIPTION
 AX1982
 AX1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1982'2.85 MI SW FROM KOSCIUSKO.
 AX1982'TO REACH FROM THE SCHOOL HOUSE AT KOSCIUSKO-- PROCEED 2.85 MILES
 AX1982'SOUTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX1982'IS ABOUT 0.4 MILE SOUTHWEST OF A SIDE ROAD INTERSECTION LEADING
 AX1982'SOUTHEAST, AND ABOUT 165.0 FEET NORTHEAST OF A FARM ROAD INTERSECTION
 AX1982'LEADING SOUTHEAST TO A FARM HOUSE.  IT IS 31.5 FEET NORTHWEST OF AND
 AX1982'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 5.1 FEET NORTHEAST
 AX1982'OF A TELEPHONE POLE, 1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND
 AX1982'3.5 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AX1982'0.3 FOOT.
 AX1982
 AX1982                          STATION RECOVERY (1995)
 AX1982
 AX1982'RECOVERY NOTE BY US POWER SQUADRON 1995
 AX1982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0979 ***********************************************************************
 BZ0979  DESIGNATION -  Y 83
 BZ0979  PID         -  BZ0979
 BZ0979  STATE/COUNTY-  TX/LAMPASAS
 BZ0979  USGS QUAD   -  COPPERAS COVE (1995)
 BZ0979
 BZ0979                         *CURRENT SURVEY CONTROL
 BZ0979  ___________________________________________________________________
 BZ0979* NAD 83(1986)-  31 06 13.     (N)    097 58 22.     (W)     SCALED    
 BZ0979* NAVD 88     -       284.751  (meters)     934.22   (feet)  ADJUSTED  
 BZ0979  ___________________________________________________________________
 BZ0979  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BZ0979  DYNAMIC HT  -         284.369 (meters)     932.97  (feet)  COMP
 BZ0979  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 BZ0979
 BZ0979  VERT ORDER  -  FIRST     CLASS II
 BZ0979
 BZ0979.The horizontal coordinates were scaled from a topographic map and have
 BZ0979.an estimated accuracy of +/- 6 seconds.
 BZ0979
 BZ0979.The orthometric height was determined by differential leveling
 BZ0979.and adjusted by the National Geodetic Survey in June 1991..
 BZ0979
 BZ0979.The geoid height was determined by GEOID03.
 BZ0979
 BZ0979.The dynamic height is computed by dividing the NAVD 88
 BZ0979.geopotential number by the normal gravity value computed on the
 BZ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0979.degrees latitude (g = 980.6199 gals.).
 BZ0979
 BZ0979.The modeled gravity was interpolated from observed gravity values.
 BZ0979
 BZ0979;                    North         East    Units  Estimated Accuracy
 BZ0979;SPC TX C     - 3,161,680.      925,160.      MT  (+/- 180 meters Scaled)
 BZ0979
 BZ0979                          SUPERSEDED SURVEY CONTROL
 BZ0979
 BZ0979  NGVD 29 (??/??/92)  284.660  (m)          933.92   (f) ADJ UNCH    1 2
 BZ0979
 BZ0979.Superseded values are not recommended for survey control.
 BZ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0979.See file dsdata.txt to determine how the superseded data were derived.
 BZ0979
 BZ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV979415(NAD 83)
 BZ0979_MARKER: DB = BENCH MARK DISK
 BZ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0979_STAMPING: 934.02 Y 83 1932
 BZ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0979+STABILITY: SURFACE MOTION
 BZ0979
 BZ0979  HISTORY     - Date     Condition        Report By
 BZ0979  HISTORY     - 1932     MONUMENTED       CGS
 BZ0979  HISTORY     - 1957     GOOD             DOD
 BZ0979  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0979
 BZ0979                          STATION DESCRIPTION
 BZ0979
 BZ0979'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0979'2.5 MI NE FROM KEMPNER.
 BZ0979'2.5 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0979'THE STATION AT KEMPNER, LAMPASAS COUNTY, 8 POLES SOUTHWEST OF BLOCK
 BZ0979'SIGNAL 2602, AT A PRIVATE-ROAD CROSSING, 75 FEET SOUTHEAST OF THE
 BZ0979'TRACK, 5 FEET NORTHEAST OF THE ROAD, AT A FENCE LINE, AND SET IN THE
 BZ0979'TOP OF A CONCRETE POST.
 BZ0979
 BZ0979                          STATION RECOVERY (1983)
 BZ0979
 BZ0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1560 ***********************************************************************
 AX1560  DESIGNATION -  Y 830 RESET 1956
 AX1560  PID         -  AX1560
 AX1560  STATE/COUNTY-  TX/BASTROP
 AX1560  USGS QUAD   -  DELHI (1981)
 AX1560
 AX1560                         *CURRENT SURVEY CONTROL
 AX1560  ___________________________________________________________________
 AX1560* NAD 83(1986)-  29 50 50.     (N)    097 23 02.     (W)     SCALED    
 AX1560* NAVD 88     -       162.01   (+/-2cm)     531.5    (feet)  VERTCON   
 AX1560  ___________________________________________________________________
 AX1560  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1560
 AX1560  VERT ORDER  -  THIRD (See Below)
 AX1560
 AX1560.The horizontal coordinates were scaled from a topographic map and have
 AX1560.an estimated accuracy of +/- 6 seconds.
 AX1560
 AX1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1560.The vertical order pertains to the NGVD 29 superseded value.
 AX1560
 AX1560.The geoid height was determined by GEOID03.
 AX1560
 AX1560;                    North         East    Units  Estimated Accuracy
 AX1560;SPC TX C     - 3,023,800.      985,010.      MT  (+/- 180 meters Scaled)
 AX1560
 AX1560                          SUPERSEDED SURVEY CONTROL
 AX1560
 AX1560  NGVD 29 (??/??/??)  161.94   (m)          531.3    (f) RESET       3  
 AX1560
 AX1560.Superseded values are not recommended for survey control.
 AX1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1560.See file dsdata.txt to determine how the superseded data were derived.
 AX1560
 AX1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU561029(NAD 83)
 AX1560_MARKER: DB = BENCH MARK DISK
 AX1560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1560_SP_SET: MONUMENT
 AX1560_STAMPING: Y 830 RESET 1956
 AX1560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1560
 AX1560  HISTORY     - Date     Condition        Report By
 AX1560  HISTORY     - 1956     MONUMENTED       CGS
 AX1560
 AX1560                          STATION DESCRIPTION
 AX1560
 AX1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AX1560'3.3 MI S FROM STRING PRAIRIE.
 AX1560'3.3 MILES SOUTH ALONG STATE HIGHWAY NO. 304 FROM THE STORE AND SCHOOL
 AX1560'AT STRING PRAIRIE, 2.0 MILES NORTH FROM THE DELHI CHURCH AND CEMETARY
 AX1560'AND 0.25 MILE NORTH OF THE CALDWELL-BASTROP COUNTY LINE.  IT IS 1 FOOT
 AX1560'WEST OF THE WEST RIGHT-OF-WAY FENCE, 65 YARDS NORTH OF A BLACK POST IN
 AX1560'A FENCE BRACE AND IS IN THE EDGE OF A TIMBERED AREA.  A STANDARD DISK
 AX1560'STAMPED Y 830 RESET 1956 IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 AX1560'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0523 ***********************************************************************
 AY0523  DESIGNATION -  Y 831
 AY0523  PID         -  AY0523
 AY0523  STATE/COUNTY-  TX/BEXAR
 AY0523  USGS QUAD   -  ELMENDORF (1992)
 AY0523
 AY0523                         *CURRENT SURVEY CONTROL
 AY0523  ___________________________________________________________________
 AY0523* NAD 83(1986)-  29 17 19.     (N)    098 17 39.     (W)     SCALED    
 AY0523* NAVD 88     -       152.40   (+/-2cm)     500.0    (feet)  VERTCON   
 AY0523  ___________________________________________________________________
 AY0523  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0523
 AY0523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0523
 AY0523.The horizontal coordinates were scaled from a topographic map and have
 AY0523.an estimated accuracy of +/- 6 seconds.
 AY0523
 AY0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0523.The vertical order pertains to the NGVD 29 superseded value.
 AY0523
 AY0523.The geoid height was determined by GEOID03.
 AY0523
 AY0523;                    North         East    Units  Estimated Accuracy
 AY0523;SPC TXSC     - 4,161,490.      668,570.      MT  (+/- 180 meters Scaled)
 AY0523
 AY0523                          SUPERSEDED SURVEY CONTROL
 AY0523
 AY0523  NGVD 29 (??/??/92)  152.312  (m)          499.71   (f) ADJ UNCH    2 0
 AY0523
 AY0523.Superseded values are not recommended for survey control.
 AY0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0523.See file dsdata.txt to determine how the superseded data were derived.
 AY0523
 AY0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT685401(NAD 83)
 AY0523_MARKER: DB = BENCH MARK DISK
 AY0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0523_STAMPING: Y 831 1943
 AY0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0523+STABILITY: SURFACE MOTION
 AY0523
 AY0523  HISTORY     - Date     Condition        Report By
 AY0523  HISTORY     - 1943     MONUMENTED       CGS
 AY0523  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0523  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0523
 AY0523                          STATION DESCRIPTION
 AY0523
 AY0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0523'3.30 MI NE FROM ELMENDORF.
 AY0523'TO REACH FROM THE CATHOLIC CHURCH AT ELMENDORF-- PROCEED 3.3 MILES
 AY0523'NORTHEASTERLY ALONG THE ADKINS-ELMENDORF ROAD TO SITE OF BENCH MARK.
 AY0523'BENCH MARK IS ACROSS THE ADKINS-ELMENDORF ROAD FROM A SMALL FRAME
 AY0523'MEXICAN HOUSE, 24.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AY0523'CENTERLINE OF THE ADKINS-ELMENDORF ROAD, AND 32.0 FEET EAST OF THE
 AY0523'CENTERLINE OF THE STUART ROAD.  IT IS 15.0 FEET EAST OF A FENCE
 AY0523'CORNER, 13.5 FEET WEST OF POWER POLE NO. 39, 1.5 FEET SOUTH OF THE
 AY0523'RIGHT-OF-WAY FENCE, AND 2.5 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AY0523'POST.  MONUMENT PROJECTS 0.5 FOOT.
 AY0523
 AY0523                          STATION RECOVERY (1967)
 AY0523
 AY0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0523'MARK NOT FOUND.
 AY0523
 AY0523                          STATION RECOVERY (1988)
 AY0523
 AY0523'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0504 ***********************************************************************
 AY0504  DESIGNATION -  Y 832
 AY0504  PID         -  AY0504
 AY0504  STATE/COUNTY-  TX/BEXAR
 AY0504  USGS QUAD   -  ELMENDORF (1992)
 AY0504
 AY0504                         *CURRENT SURVEY CONTROL
 AY0504  ___________________________________________________________________
 AY0504* NAD 83(1986)-  29 17 37.     (N)    098 16 45.     (W)     SCALED    
 AY0504* NAVD 88     -       157.57   (+/-2cm)     517.0    (feet)  VERTCON   
 AY0504  ___________________________________________________________________
 AY0504  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AY0504
 AY0504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0504
 AY0504.The horizontal coordinates were scaled from a topographic map and have
 AY0504.an estimated accuracy of +/- 6 seconds.
 AY0504
 AY0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0504.The vertical order pertains to the NGVD 29 superseded value.
 AY0504
 AY0504.The geoid height was determined by GEOID03.
 AY0504
 AY0504;                    North         East    Units  Estimated Accuracy
 AY0504;SPC TXSC     - 4,162,050.      670,030.      MT  (+/- 180 meters Scaled)
 AY0504
 AY0504                          SUPERSEDED SURVEY CONTROL
 AY0504
 AY0504  NGVD 29 (??/??/92)  157.476  (m)          516.65   (f) ADJ UNCH    2 0
 AY0504
 AY0504.Superseded values are not recommended for survey control.
 AY0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0504.See file dsdata.txt to determine how the superseded data were derived.
 AY0504
 AY0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT700407(NAD 83)
 AY0504_MARKER: DB = BENCH MARK DISK
 AY0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0504_STAMPING: Y 832 1943
 AY0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0504+STABILITY: SURFACE MOTION
 AY0504
 AY0504  HISTORY     - Date     Condition        Report By
 AY0504  HISTORY     - 1943     MONUMENTED       CGS
 AY0504  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0504  HISTORY     - 19991110 MARK NOT FOUND   USPSQD
 AY0504  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0504
 AY0504                          STATION DESCRIPTION
 AY0504
 AY0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0504'4.3 MI NE FROM ELMENDORF.
 AY0504'TO REACH FROM THE CATHOLIC CHURCH AT ELMENDORF-- PROCEED 4.3 MILES
 AY0504'NORTHEASTERLY ALONG THE ELMENDORF-ADKINS ROAD TO SITE OF BENCH MARK.
 AY0504'BENCH MARK IS ABOUT 1.0 MILE EAST OF THE STUART ROAD INTERSECTION,
 AY0504'ABOUT 0.2 MILE WEST OF A SMALL FRAME FARM HOUSE, AND ABOUT 54.0 FEET
 AY0504'SOUTHEAST OF AND ACROSS THE ROAD FROM A FENCE CORNER.  IT IS 21.3 FEET
 AY0504'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 5.0
 AY0504'FEET EAST OF POWER POLE NO. 48, 1.3 FEET SOUTH OF THE RIGHT-OF-WAY
 AY0504'FENCE, AND 4.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AY0504'PROJECTS 0.3 FOOT.
 AY0504
 AY0504                          STATION RECOVERY (1967)
 AY0504
 AY0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0504'MARK NOT FOUND.
 AY0504
 AY0504                          STATION RECOVERY (1999)
 AY0504
 AY0504'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0504'MARK NOT FOUND.
 AY0504
 AY0504                          STATION RECOVERY (2004)
 AY0504
 AY0504'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2388 ***********************************************************************
 AX2388  DESIGNATION -  Y 833
 AX2388  PID         -  AX2388
 AX2388  STATE/COUNTY-  TX/GUADALUPE
 AX2388  USGS QUAD   -  DARST CREEK (1964)
 AX2388
 AX2388                         *CURRENT SURVEY CONTROL
 AX2388  ___________________________________________________________________
 AX2388* NAD 83(1986)-  29 34 02.     (N)    097 49 30.     (W)     SCALED    
 AX2388* NAVD 88     -       131.24   (+/-2cm)     430.6    (feet)  VERTCON   
 AX2388  ___________________________________________________________________
 AX2388  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2388
 AX2388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2388
 AX2388.The horizontal coordinates were scaled from a topographic map and have
 AX2388.an estimated accuracy of +/- 6 seconds.
 AX2388
 AX2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2388.The vertical order pertains to the NGVD 29 superseded value.
 AX2388
 AX2388.The geoid height was determined by GEOID03.
 AX2388
 AX2388;                    North         East    Units  Estimated Accuracy
 AX2388;SPC TXSC     - 4,192,730.      713,840.      MT  (+/- 180 meters Scaled)
 AX2388
 AX2388                          SUPERSEDED SURVEY CONTROL
 AX2388
 AX2388  NGVD 29 (??/??/92)  131.174  (m)          430.36   (f) ADJ UNCH    2 0
 AX2388
 AX2388.Superseded values are not recommended for survey control.
 AX2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2388.See file dsdata.txt to determine how the superseded data were derived.
 AX2388
 AX2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT138714(NAD 83)
 AX2388_MARKER: DB = BENCH MARK DISK
 AX2388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2388_SP_SET: ABUTMENT
 AX2388_STAMPING: Y 833 1943
 AX2388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2388
 AX2388  HISTORY     - Date     Condition        Report By
 AX2388  HISTORY     - 1943     MONUMENTED       CGS
 AX2388  HISTORY     - 1964     GOOD             USGS
 AX2388  HISTORY     - 1988     GOOD             USPSQD
 AX2388  HISTORY     - 19930808 GOOD             USPSQD
 AX2388  HISTORY     - 19990925 GOOD             USPSQD
 AX2388  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2388
 AX2388                          STATION DESCRIPTION
 AX2388
 AX2388'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX2388'8.75 MI E FROM SEGUIN.
 AX2388'SEGUIN, 7.9 MI. E. OF ALONG US HIGHWAY 90 A FROM JCT. WITH STATE FARM
 AX2388'ROAD 466, ABOUT 150 FEET S. ON FARM DRIVE, ABOUT 850 FEET W. ON FIELD
 AX2388'ROAD, FORMERLY HIGHWAY, TO BENCH MARK, 12 FEET N. OF AND ABOUT 1 FOOT
 AX2388'BELOW CENTERLINE OF ROAD, SET HORIZONTALLY IN N. END OF W. ABUTMENT OF
 AX2388'SMALL CONCRETE BRIDGE.
 AX2388
 AX2388                          STATION RECOVERY (1988)
 AX2388
 AX2388'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2388'RECOVERED IN GOOD CONDITION.
 AX2388
 AX2388                          STATION RECOVERY (1993)
 AX2388
 AX2388'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2388'RECOVERED IN GOOD CONDITION.
 AX2388
 AX2388                          STATION RECOVERY (1999)
 AX2388
 AX2388'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2388'RECOVERED IN GOOD CONDITION.
 AX2388
 AX2388                          STATION RECOVERY (2003)
 AX2388
 AX2388'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0547 ***********************************************************************
 AY0547  DESIGNATION -  Y 834
 AY0547  PID         -  AY0547
 AY0547  STATE/COUNTY-  TX/WILSON
 AY0547  USGS QUAD   -  LA VERNIA SW (1992)
 AY0547
 AY0547                         *CURRENT SURVEY CONTROL
 AY0547  ___________________________________________________________________
 AY0547* NAD 83(1986)-  29 22 10.     (N)    098 08 25.     (W)     SCALED    
 AY0547* NAVD 88     -       153.46   (+/-2cm)     503.5    (feet)  VERTCON   
 AY0547  ___________________________________________________________________
 AY0547  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AY0547
 AY0547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0547
 AY0547.The horizontal coordinates were scaled from a topographic map and have
 AY0547.an estimated accuracy of +/- 6 seconds.
 AY0547
 AY0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0547.The vertical order pertains to the NGVD 29 superseded value.
 AY0547
 AY0547.The geoid height was determined by GEOID03.
 AY0547
 AY0547;                    North         East    Units  Estimated Accuracy
 AY0547;SPC TXSC     - 4,170,550.      683,460.      MT  (+/- 180 meters Scaled)
 AY0547
 AY0547                          SUPERSEDED SURVEY CONTROL
 AY0547
 AY0547  NGVD 29 (??/??/92)  153.380  (m)          503.21   (f) ADJ UNCH    2 0
 AY0547
 AY0547.Superseded values are not recommended for survey control.
 AY0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0547.See file dsdata.txt to determine how the superseded data were derived.
 AY0547
 AY0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT834492(NAD 83)
 AY0547_MARKER: DB = BENCH MARK DISK
 AY0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0547_STAMPING: Y 834 1943
 AY0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0547+STABILITY: SURFACE MOTION
 AY0547
 AY0547  HISTORY     - Date     Condition        Report By
 AY0547  HISTORY     - 1943     MONUMENTED       CGS
 AY0547  HISTORY     - 19870401 POOR             USGS
 AY0547  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0547
 AY0547                          STATION DESCRIPTION
 AY0547
 AY0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0547'2.25 MI NW FROM LAVERNIA.
 AY0547'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0547'STATION AT LAVERNIA-- PROCEED 2.25 MILES NORTHWESTERLY ALONG THE
 AY0547'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AY0547'SOUTHEAST OF A TRACK ROAD CROSSING, AND 27.0 FEET SOUTHWEST OF AND
 AY0547'ABOUT 1.5 FEET ABOVE THE CENTERLINE OF TRACK.  IT IS 3.5 FEET
 AY0547'NORTHWEST OF THE NINTH POLE (ABOUT 0.3 MILE) NORTHWEST OF MILEPOST
 AY0547'117, 2.0 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET
 AY0547'SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2
 AY0547'FOOT.
 AY0547
 AY0547                          STATION RECOVERY (1987)
 AY0547
 AY0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0547'MARK RECOVERED IN POOR CONDITION.
 AY0547
 AY0547                          STATION RECOVERY (1996)
 AY0547
 AY0547'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2072 ***********************************************************************
 AX2072  DESIGNATION -  Y 835
 AX2072  PID         -  AX2072
 AX2072  STATE/COUNTY-  TX/GONZALES
 AX2072  USGS QUAD   -  LEESVILLE (1987)
 AX2072
 AX2072                         *CURRENT SURVEY CONTROL
 AX2072  ___________________________________________________________________
 AX2072* NAD 83(1986)-  29 28 13.     (N)    097 43 24.     (W)     SCALED    
 AX2072* NAVD 88     -       137.67   (+/-2cm)     451.7    (feet)  VERTCON   
 AX2072  ___________________________________________________________________
 AX2072  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AX2072
 AX2072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2072
 AX2072.The horizontal coordinates were scaled from a topographic map and have
 AX2072.an estimated accuracy of +/- 6 seconds.
 AX2072
 AX2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2072.The vertical order pertains to the NGVD 29 superseded value.
 AX2072
 AX2072.The geoid height was determined by GEOID03.
 AX2072
 AX2072;                    North         East    Units  Estimated Accuracy
 AX2072;SPC TXSC     - 4,182,090.      723,810.      MT  (+/- 180 meters Scaled)
 AX2072
 AX2072                          SUPERSEDED SURVEY CONTROL
 AX2072
 AX2072  NGVD 29 (??/??/92)  137.616  (m)          451.50   (f) ADJ UNCH    2 0
 AX2072
 AX2072.Superseded values are not recommended for survey control.
 AX2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2072.See file dsdata.txt to determine how the superseded data were derived.
 AX2072
 AX2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT237607(NAD 83)
 AX2072_MARKER: DB = BENCH MARK DISK
 AX2072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2072_SP_SET: CULVERT
 AX2072_STAMPING: Y 835 1943
 AX2072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2072
 AX2072  HISTORY     - Date     Condition        Report By
 AX2072  HISTORY     - 1943     MONUMENTED       CGS
 AX2072
 AX2072                          STATION DESCRIPTION
 AX2072
 AX2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2072'5.15 MI S FROM BELMONT.
 AX2072'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO.80 AND NO.3 AT
 AX2072'BELMONT, PROCEED 5.15 MI. S. ALONG STATE HIGHWAY NO.80 TO SITE OF BM.
 AX2072'BENCH MARK IS ABOUT 0.45 MI. S. OF A CROSS ROAD INTERSECTION, AND 18
 AX2072'FEET W. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.
 AX2072'IT IS SET HORIZONTALLY IN THE S. END OF THE W. HEADWALL OF A CONCRETE
 AX2072'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2032 ***********************************************************************
 AX2032  DESIGNATION -  Y 836
 AX2032  PID         -  AX2032
 AX2032  STATE/COUNTY-  TX/GONZALES
 AX2032  USGS QUAD   -  COST (1987)
 AX2032
 AX2032                         *CURRENT SURVEY CONTROL
 AX2032  ___________________________________________________________________
 AX2032* NAD 83(1986)-  29 24 02.     (N)    097 36 43.     (W)     SCALED    
 AX2032* NAVD 88     -       106.17   (+/-2cm)     348.3    (feet)  VERTCON   
 AX2032  ___________________________________________________________________
 AX2032  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AX2032
 AX2032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2032
 AX2032.The horizontal coordinates were scaled from a topographic map and have
 AX2032.an estimated accuracy of +/- 6 seconds.
 AX2032
 AX2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2032.The vertical order pertains to the NGVD 29 superseded value.
 AX2032
 AX2032.The geoid height was determined by GEOID03.
 AX2032
 AX2032;                    North         East    Units  Estimated Accuracy
 AX2032;SPC TXSC     - 4,174,490.      734,700.      MT  (+/- 180 meters Scaled)
 AX2032
 AX2032                          SUPERSEDED SURVEY CONTROL
 AX2032
 AX2032  NGVD 29 (??/??/92)  106.132  (m)          348.20   (f) ADJ UNCH    2 0
 AX2032
 AX2032.Superseded values are not recommended for survey control.
 AX2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2032.See file dsdata.txt to determine how the superseded data were derived.
 AX2032
 AX2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT346531(NAD 83)
 AX2032_MARKER: DB = BENCH MARK DISK
 AX2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2032_STAMPING: Y 836 1943
 AX2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2032+STABILITY: SURFACE MOTION
 AX2032
 AX2032  HISTORY     - Date     Condition        Report By
 AX2032  HISTORY     - 1943     MONUMENTED       CGS
 AX2032
 AX2032                          STATION DESCRIPTION
 AX2032
 AX2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2032'2.9 MI SE FROM BEBE.
 AX2032'TO REACH FROM THE SCHOOL HOUSE AT BEBE, PROCEED 2.9 MI. S.E. ALONG THE
 AX2032'WRIGHTSBORO-BEBE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 400
 AX2032'FEET N.W. OF A RIGHT ANGLE CURVE TO THE N.E., AND 27 FEET S.W. OF AND
 AX2032'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 9.7 FEET
 AX2032'S.W. OF A FENCE CORNER, 2 FEET S.E. OF A FENCE, AND 4.5 FEET N.E. OF A
 AX2032'4X4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT. NOTE-- BENCH
 AX2032'MARK IS ALSO 4.0 MILES N.W. OF WRIGHTSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1700 ***********************************************************************
 AX1700  DESIGNATION -  Y 838
 AX1700  PID         -  AX1700
 AX1700  STATE/COUNTY-  TX/VICTORIA
 AX1700  USGS QUAD   -  FORDTRAN (1987)
 AX1700
 AX1700                         *CURRENT SURVEY CONTROL
 AX1700  ___________________________________________________________________
 AX1700* NAD 83(1986)-  29 00 01.     (N)    097 03 18.     (W)     SCALED    
 AX1700* NAVD 88     -        46.18   (+/-2cm)     151.5    (feet)  VERTCON   
 AX1700  ___________________________________________________________________
 AX1700  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX1700
 AX1700  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1700
 AX1700.The horizontal coordinates were scaled from a topographic map and have
 AX1700.an estimated accuracy of +/- 6 seconds.
 AX1700
 AX1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1700.The vertical order pertains to the NGVD 29 superseded value.
 AX1700
 AX1700.The geoid height was determined by GEOID03.
 AX1700
 AX1700;                    North         East    Units  Estimated Accuracy
 AX1700;SPC TXSC     - 4,130,910.      789,490.      MT  (+/- 180 meters Scaled)
 AX1700
 AX1700                          SUPERSEDED SURVEY CONTROL
 AX1700
 AX1700  NGVD 29 (??/??/92)   46.218  (m)          151.63   (f) ADJ UNCH    2 0
 AX1700
 AX1700.Superseded values are not recommended for survey control.
 AX1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1700.See file dsdata.txt to determine how the superseded data were derived.
 AX1700
 AX1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT894095(NAD 83)
 AX1700_MARKER: DB = BENCH MARK DISK
 AX1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1700_STAMPING: Y 838 1943
 AX1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1700+STABILITY: SURFACE MOTION
 AX1700
 AX1700  HISTORY     - Date     Condition        Report By
 AX1700  HISTORY     - 1943     MONUMENTED       CGS
 AX1700
 AX1700                          STATION DESCRIPTION
 AX1700
 AX1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1700'7.35 MI NE FROM NURSERY.
 AX1700'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 7.35 MILES
 AX1700'NORTHERLY ALONG THE NURSERY-FORDTRAN ROAD TO A WOODEN GATE AND A
 AX1700'PRIVATE ROAD INTERSECTION LEADING NORTHWEST INTO THE WELDER RANCH AND
 AX1700'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.65 MILE SOUTHEAST OF THE
 AX1700'WELDER RANCH HOUSE, ABOUT 0.1 MILE SOUTH OF A WOODEN BRIDGE, AND 22.0
 AX1700'FEET SOUTH OF THE CENTERLINE OF THE GATE AND PRIVATE ROAD.  IT IS 23.0
 AX1700'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AX1700'1.3 FEET WEST OF THE RIGHT-OF-WAY FENCE, 3.2 FEET NORTH OF A 4X4-INCH
 AX1700'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0822 ***********************************************************************
 AX0822  DESIGNATION -  Y 839
 AX0822  PID         -  AX0822
 AX0822  STATE/COUNTY-  TX/LAVACA
 AX0822  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0822
 AX0822                         *CURRENT SURVEY CONTROL
 AX0822  ___________________________________________________________________
 AX0822* NAD 83(1986)-  29 22 53.     (N)    096 59 43.     (W)     SCALED    
 AX0822* NAVD 88     -        63.53   (+/-2cm)     208.4    (feet)  VERTCON   
 AX0822  ___________________________________________________________________
 AX0822  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0822
 AX0822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0822
 AX0822.The horizontal coordinates were scaled from a topographic map and have
 AX0822.an estimated accuracy of +/- 6 seconds.
 AX0822
 AX0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0822.The vertical order pertains to the NGVD 29 superseded value.
 AX0822
 AX0822.The geoid height was determined by GEOID03.
 AX0822
 AX0822;                    North         East    Units  Estimated Accuracy
 AX0822;SPC TXSC     - 4,173,230.      794,580.      MT  (+/- 180 meters Scaled)
 AX0822
 AX0822                          SUPERSEDED SURVEY CONTROL
 AX0822
 AX0822  NGVD 29 (??/??/92)   63.523  (m)          208.41   (f) ADJ UNCH    2 0
 AX0822
 AX0822.Superseded values are not recommended for survey control.
 AX0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0822.See file dsdata.txt to determine how the superseded data were derived.
 AX0822
 AX0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT945519(NAD 83)
 AX0822_MARKER: DB = BENCH MARK DISK
 AX0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0822_STAMPING: Y 839 1943
 AX0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0822+STABILITY: SURFACE MOTION
 AX0822
 AX0822  HISTORY     - Date     Condition        Report By
 AX0822  HISTORY     - 1943     MONUMENTED       CGS
 AX0822
 AX0822                          STATION DESCRIPTION
 AX0822
 AX0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0822'6.5 MI SW FROM HALLETTSVILLE.
 AX0822'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS AND NEW ORLEANS (SOUTHERN
 AX0822'PACIFIC) RAILROAD AT MONT.  5.85 MILES SOUTHWEST OF HALLETTSVILLE,--
 AX0822'PROCEED 0.65 MILE EASTERLY ALONG A DIRT ROAD (MONT-KOERTH ROAD) TO A
 AX0822'SIDE ROAD INTERSECTION LEADING SOUTH AND TO SITE OF BENCH MARK. BENCH
 AX0822'MARK IS 36.0 FEET WEST OF THE CENTERLINE OF ROAD LEADING SOUTH, AND
 AX0822'20.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX0822'THE EAST AND WEST ROAD.  IT IS 11.5 WEST OF A FENCE CORNER, 2.5 FEET
 AX0822'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2.5 FEET WEST OF A 4X4-INCH
 AX0822'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0238 ***********************************************************************
 CA0238  DESIGNATION -  Y 84
 CA0238  PID         -  CA0238
 CA0238  STATE/COUNTY-  TX/MILLS
 CA0238  USGS QUAD   -  LAKE MERRITT (1979)
 CA0238
 CA0238                         *CURRENT SURVEY CONTROL
 CA0238  ___________________________________________________________________
 CA0238* NAD 83(1986)-  31 31 57.     (N)    098 37 21.     (W)     SCALED    
 CA0238* NAVD 88     -       431.534  (meters)    1415.79   (feet)  ADJUSTED  
 CA0238  ___________________________________________________________________
 CA0238  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CA0238  DYNAMIC HT  -         430.966 (meters)    1413.93  (feet)  COMP
 CA0238  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 CA0238
 CA0238  VERT ORDER  -  FIRST     CLASS II
 CA0238
 CA0238.The horizontal coordinates were scaled from a topographic map and have
 CA0238.an estimated accuracy of +/- 6 seconds.
 CA0238
 CA0238.The orthometric height was determined by differential leveling
 CA0238.and adjusted by the National Geodetic Survey in June 1991..
 CA0238
 CA0238.The geoid height was determined by GEOID03.
 CA0238
 CA0238.The dynamic height is computed by dividing the NAVD 88
 CA0238.geopotential number by the normal gravity value computed on the
 CA0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0238.degrees latitude (g = 980.6199 gals.).
 CA0238
 CA0238.The modeled gravity was interpolated from observed gravity values.
 CA0238
 CA0238;                    North         East    Units  Estimated Accuracy
 CA0238;SPC TX C     - 3,208,090.      862,460.      MT  (+/- 180 meters Scaled)
 CA0238
 CA0238                          SUPERSEDED SURVEY CONTROL
 CA0238
 CA0238  NGVD 29 (??/??/92)  431.434  (m)         1415.46   (f) ADJ UNCH    1 2
 CA0238
 CA0238.Superseded values are not recommended for survey control.
 CA0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0238.See file dsdata.txt to determine how the superseded data were derived.
 CA0238
 CA0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV358886(NAD 83)
 CA0238_MARKER: DB = BENCH MARK DISK
 CA0238_SETTING: 0 = UNSPECIFIED SETTING
 CA0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0238
 CA0238  HISTORY     - Date     Condition        Report By
 CA0238  HISTORY     - UNK      MONUMENTED       CGS
 CA0238  HISTORY     - 1932     GOOD             NGS
 CA0238  HISTORY     - 1976     MARK NOT FOUND   USGS
 CA0238  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0238
 CA0238                          STATION DESCRIPTION
 CA0238
 CA0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0238'7.5 MI NW FROM GOLDTHWAITE.
 CA0238'ON THE G.C. AND SANTA FE R.R., MARK IS 40 FEET NORTH OF THE TRACK, 20
 CA0238'FEET EAST GRADE CROSSING, 1 RAIL EAST GRADE CROSSING SIGNAL, 40 FEET
 CA0238'NORTHWEST OF BLOCK SIGNAL NO. 3201.
 CA0238
 CA0238                          STATION RECOVERY (1976)
 CA0238
 CA0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CA0238'MARK NOT FOUND.
 CA0238
 CA0238                          STATION RECOVERY (1983)
 CA0238
 CA0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0163 ***********************************************************************
 AY0163  DESIGNATION -  Y 840
 AY0163  PID         -  AY0163
 AY0163  STATE/COUNTY-  TX/GUADALUPE
 AY0163  USGS QUAD   -  MARION (1992)
 AY0163
 AY0163                         *CURRENT SURVEY CONTROL
 AY0163  ___________________________________________________________________
 AY0163* NAD 83(1986)-  29 31 11.     (N)    098 08 19.     (W)     SCALED    
 AY0163* NAVD 88     -       187.80   (+/-2cm)     616.1    (feet)  VERTCON   
 AY0163  ___________________________________________________________________
 AY0163  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AY0163
 AY0163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0163
 AY0163.The horizontal coordinates were scaled from a topographic map and have
 AY0163.an estimated accuracy of +/- 6 seconds.
 AY0163
 AY0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0163.The vertical order pertains to the NGVD 29 superseded value.
 AY0163
 AY0163.The geoid height was determined by GEOID03.
 AY0163
 AY0163;                    North         East    Units  Estimated Accuracy
 AY0163;SPC TXSC     - 4,187,200.      683,500.      MT  (+/- 180 meters Scaled)
 AY0163
 AY0163                          SUPERSEDED SURVEY CONTROL
 AY0163
 AY0163  NGVD 29 (??/??/92)  187.716  (m)          615.86   (f) ADJ UNCH    2 0
 AY0163
 AY0163.Superseded values are not recommended for survey control.
 AY0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0163.See file dsdata.txt to determine how the superseded data were derived.
 AY0163
 AY0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT834658(NAD 83)
 AY0163_MARKER: DB = BENCH MARK DISK
 AY0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0163_SP_SET: CULVERT
 AY0163_STAMPING: Y 840 1943
 AY0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0163
 AY0163  HISTORY     - Date     Condition        Report By
 AY0163  HISTORY     - 1943     MONUMENTED       CGS
 AY0163  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0163  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0163
 AY0163                          STATION DESCRIPTION
 AY0163
 AY0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0163'4.9 MI S FROM MARION.
 AY0163'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD AT MARION, PROCEED 1.2
 AY0163'MILE WEST ALONG THE TRACKS TO THE CROSSING OF A GRAVEL ROAD, THENCE
 AY0163'3.7 MILES SOUTHEASTERLY ALONG GRAVEL ROAD TO U.S. HIGHWAY NO. 90 AND
 AY0163'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTHWEST
 AY0163'END OF THE NORTHWEST HEADWALL OF A 3X6 FOOT CONCRETE BOX CULVERT UNDER
 AY0163'HIGHWAY.  IT IS 38.0 FEET SOUTHWEST OF THE CENTERLINE OF GRAVEL ROAD,
 AY0163'20.0 FEET NORTHWEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF
 AY0163'HIGHWAY.  NOTE-- BENCH MARK IS ALSO 11.3 MILES WEST OF SEGUIN.
 AY0163
 AY0163                          STATION RECOVERY (1989)
 AY0163
 AY0163'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0163'MARK NOT FOUND.
 AY0163
 AY0163                          STATION RECOVERY (1999)
 AY0163
 AY0163'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0164 ***********************************************************************
 AY0164  DESIGNATION -  Y 840 RESET 1960
 AY0164  PID         -  AY0164
 AY0164  STATE/COUNTY-  TX/GUADALUPE
 AY0164  USGS QUAD   -  MARION (1992)
 AY0164
 AY0164                         *CURRENT SURVEY CONTROL
 AY0164  ___________________________________________________________________
 AY0164* NAD 83(1986)-  29 31 11.     (N)    098 08 18.     (W)     SCALED    
 AY0164* NAVD 88     -       187.43   (+/-2cm)     614.9    (feet)  VERTCON   
 AY0164  ___________________________________________________________________
 AY0164  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AY0164
 AY0164  VERT ORDER  -  THIRD (See Below)
 AY0164
 AY0164.The horizontal coordinates were scaled from a topographic map and have
 AY0164.an estimated accuracy of +/- 6 seconds.
 AY0164
 AY0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0164.The vertical order pertains to the NGVD 29 superseded value.
 AY0164
 AY0164.The geoid height was determined by GEOID03.
 AY0164
 AY0164;                    North         East    Units  Estimated Accuracy
 AY0164;SPC TXSC     - 4,187,200.      683,530.      MT  (+/- 180 meters Scaled)
 AY0164
 AY0164                          SUPERSEDED SURVEY CONTROL
 AY0164
 AY0164  NGVD 29 (01/29/03)  187.34   (m)          614.6    (f) RESET       3  
 AY0164
 AY0164.Superseded values are not recommended for survey control.
 AY0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0164.See file dsdata.txt to determine how the superseded data were derived.
 AY0164
 AY0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT835658(NAD 83)
 AY0164_MARKER: DB = BENCH MARK DISK
 AY0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0164_SP_SET: CULVERT
 AY0164_STAMPING: Y 840 RESET 1960
 AY0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0164
 AY0164  HISTORY     - Date     Condition        Report By
 AY0164  HISTORY     - 1960     MONUMENTED       TXHD
 AY0164  HISTORY     - 1961     GOOD             NGS
 AY0164  HISTORY     - 1989     GOOD             USPSQD
 AY0164  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AY0164
 AY0164                          STATION DESCRIPTION
 AY0164
 AY0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AY0164'4.9 MI S FROM MARION.
 AY0164'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARION--
 AY0164'PROCEED 1.2 MILES WEST ALONG THE TRACKS TO THE CROSSING OF A GRAVEL
 AY0164'ROAD, THENCE 3.7 MILES SOUTHEASTERLY ALONG GRAVEL ROAD TO U.S. HIGHWAY
 AY0164'90 (I.H. 10) AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY
 AY0164'IN THE SOUTHEAST CORNER OF SOUTH HEADWALL OF A CONCRETE BOX CULVERT
 AY0164'UNDER HIGHWAY.  IT IS 22 FEET SOUTH AND ABOUT 0.50 FOOT BELOW
 AY0164'CENTERLINE OF SOUTH FRONTAGE ROAD, AND ABOUT 11.3 MILES WEST OF
 AY0164'SEGUIN.  A STANDARD DISK STAMPED Y 840 RESET 1961, CEMENTED IN A DRILL
 AY0164'HOLE IN CONCRETE CULVERT.
 AY0164
 AY0164                          STATION RECOVERY (1989)
 AY0164
 AY0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (USP)
 AY0164'RECOVERED IN GOOD CONDITION.
 AY0164
 AY0164                          STATION RECOVERY (2005)
 AY0164
 AY0164'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0930 ***********************************************************************
 AX0930  DESIGNATION -  Y 841
 AX0930  PID         -  AX0930
 AX0930  STATE/COUNTY-  TX/FAYETTE
 AX0930  USGS QUAD   -  SWISS ALP (1981)
 AX0930
 AX0930                         *CURRENT SURVEY CONTROL
 AX0930  ___________________________________________________________________
 AX0930* NAD 83(1986)-  29 47 17.     (N)    096 54 36.     (W)     SCALED    
 AX0930* NAVD 88     -       130.525  (meters)     428.23   (feet)  ADJUSTED  
 AX0930  ___________________________________________________________________
 AX0930  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX0930  DYNAMIC HT  -         130.343 (meters)     427.63  (feet)  COMP
 AX0930  MODELED GRAV-     979,250.4   (mgal)                       NAVD 88
 AX0930
 AX0930  VERT ORDER  -  FIRST     CLASS I
 AX0930
 AX0930.The horizontal coordinates were scaled from a topographic map and have
 AX0930.an estimated accuracy of +/- 6 seconds.
 AX0930
 AX0930.The orthometric height was determined by differential leveling
 AX0930.and adjusted by the National Geodetic Survey in June 1991..
 AX0930
 AX0930.The geoid height was determined by GEOID03.
 AX0930
 AX0930.The dynamic height is computed by dividing the NAVD 88
 AX0930.geopotential number by the normal gravity value computed on the
 AX0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0930.degrees latitude (g = 980.6199 gals.).
 AX0930
 AX0930.The modeled gravity was interpolated from observed gravity values.
 AX0930
 AX0930;                    North         East    Units  Estimated Accuracy
 AX0930;SPC TXSC     - 4,218,440.      802,050.      MT  (+/- 180 meters Scaled)
 AX0930
 AX0930                          SUPERSEDED SURVEY CONTROL
 AX0930
 AX0930  NGVD 29 (??/??/92)  130.484  (m)          428.10   (f) ADJ UNCH    1 1
 AX0930
 AX0930.Superseded values are not recommended for survey control.
 AX0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0930.See file dsdata.txt to determine how the superseded data were derived.
 AX0930
 AX0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT020971(NAD 83)
 AX0930_MARKER: DB = BENCH MARK DISK
 AX0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0930_STAMPING: Y 841 1943
 AX0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0930+STABILITY: SURFACE MOTION
 AX0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0930+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX0930
 AX0930  HISTORY     - Date     Condition        Report By
 AX0930  HISTORY     - 1943     MONUMENTED       CGS
 AX0930  HISTORY     - 1972     GOOD             NGS
 AX0930  HISTORY     - 1987     POOR             USPSQD
 AX0930  HISTORY     - 1987     GOOD             USPSQD
 AX0930  HISTORY     - 1990     GOOD             USPSQD
 AX0930  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0930  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0930  HISTORY     - 20041027 GOOD             USPSQD
 AX0930
 AX0930                          STATION DESCRIPTION
 AX0930
 AX0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0930'7.4 MI N FROM SCHULENBURG.
 AX0930'ABOUT 7.4 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0930'U.S. HIGHWAY 90 AT SCHULENBURG, AT THE JUNCTION OF FARM ROAD 1383
 AX0930'WHICH LEADS EAST, 50 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AX0930'12 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD, 4 1/2 FEET
 AX0930'SOUTH-SOUTHEAST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 2 1/2
 AX0930'FEET SOUTHEAST OF A CORNER FENCE POST, 2.3 FEET NORTH OF UNDERGROUND
 AX0930'TELEPHONE CABLE MARKER NUMBER 5-9R-6, ABOUT LEVEL WITH THE HIGHWAY,
 AX0930'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 AX0930
 AX0930                          STATION RECOVERY (1987)
 AX0930
 AX0930'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0930'MARK RECOVERED IN POOR CONDITION.
 AX0930
 AX0930                          STATION RECOVERY (1987)
 AX0930
 AX0930'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0930'RECOVERED IN GOOD CONDITION.
 AX0930
 AX0930                          STATION RECOVERY (1990)
 AX0930
 AX0930'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AX0930'RECOVERED IN GOOD CONDITION.
 AX0930
 AX0930                          STATION RECOVERY (1990)
 AX0930
 AX0930'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 AX0930'MARK NOT FOUND.
 AX0930
 AX0930                          STATION RECOVERY (1991)
 AX0930
 AX0930'RECOVERY NOTE BY US POWER SQUADRON 1991 (WGS)
 AX0930'MARK NOT FOUND.
 AX0930
 AX0930                          STATION RECOVERY (2004)
 AX0930
 AX0930'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0930'ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0929 ***********************************************************************
 AX0929  DESIGNATION -  Y 842
 AX0929  PID         -  AX0929
 AX0929  STATE/COUNTY-  TX/FAYETTE
 AX0929  USGS QUAD   -  SWISS ALP (1981)
 AX0929
 AX0929                         *CURRENT SURVEY CONTROL
 AX0929  ___________________________________________________________________
 AX0929* NAD 83(1986)-  29 47 59.     (N)    096 54 35.     (W)     SCALED    
 AX0929* NAVD 88     -       125.484  (meters)     411.69   (feet)  ADJUSTED  
 AX0929  ___________________________________________________________________
 AX0929  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AX0929  DYNAMIC HT  -         125.310 (meters)     411.12  (feet)  COMP
 AX0929  MODELED GRAV-     979,251.6   (mgal)                       NAVD 88
 AX0929
 AX0929  VERT ORDER  -  FIRST     CLASS I
 AX0929
 AX0929.The horizontal coordinates were scaled from a topographic map and have
 AX0929.an estimated accuracy of +/- 6 seconds.
 AX0929
 AX0929.The orthometric height was determined by differential leveling
 AX0929.and adjusted by the National Geodetic Survey in June 1991..
 AX0929
 AX0929.The geoid height was determined by GEOID03.
 AX0929
 AX0929.The dynamic height is computed by dividing the NAVD 88
 AX0929.geopotential number by the normal gravity value computed on the
 AX0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0929.degrees latitude (g = 980.6199 gals.).
 AX0929
 AX0929.The modeled gravity was interpolated from observed gravity values.
 AX0929
 AX0929;                    North         East    Units  Estimated Accuracy
 AX0929;SPC TXSC     - 4,219,740.      802,060.      MT  (+/- 180 meters Scaled)
 AX0929
 AX0929                          SUPERSEDED SURVEY CONTROL
 AX0929
 AX0929  NGVD 29 (??/??/92)  125.444  (m)          411.56   (f) ADJ UNCH    1 1
 AX0929
 AX0929.Superseded values are not recommended for survey control.
 AX0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0929.See file dsdata.txt to determine how the superseded data were derived.
 AX0929
 AX0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT020984(NAD 83)
 AX0929_MARKER: DB = BENCH MARK DISK
 AX0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0929_SP_SET: CULVERT
 AX0929_STAMPING: Y 842 1943
 AX0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0929+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2001
 AX0929
 AX0929  HISTORY     - Date     Condition        Report By
 AX0929  HISTORY     - 1943     MONUMENTED       CGS
 AX0929  HISTORY     - 1972     GOOD             NGS
 AX0929  HISTORY     - 1987     GOOD             USPSQD
 AX0929  HISTORY     - 1987     GOOD             USPSQD
 AX0929  HISTORY     - 1987     GOOD             USPSQD
 AX0929  HISTORY     - 1987     GOOD             USPSQD
 AX0929  HISTORY     - 1990     GOOD             USPSQD
 AX0929  HISTORY     - 1990     GOOD             USPSQD
 AX0929  HISTORY     - 19910608 GOOD             USPSQD
 AX0929  HISTORY     - 19970608 GOOD             USPSQD
 AX0929  HISTORY     - 20011111 GOOD             INDIV
 AX0929  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX0929
 AX0929                          STATION DESCRIPTION
 AX0929
 AX0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0929'8.2 MI N FROM SCHULENBURG.
 AX0929'ABOUT 8.2 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0929'U.S. HIGHWAY 90 AT SCHULENBURG, OR ABOUT 8.55 MILES SOUTH ALONG U.S.
 AX0929'HIGHWAY 77 FROM THE POST OFFICE AT LA GRANGE, 40 FEET NORTHEAST OF THE
 AX0929'CENTER OF THE JUNCTION OF FARM ROAD 3171 WHICH LEADS WEST, 23 1/2 EAST
 AX0929'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF
 AX0929'A GRAVELED ROAD WHICH LEADS EAST, SET IN THE TOP OF THE NORTH CONCRETE
 AX0929'HEADWALL OF A 5- X 7-FOOT CONCRETE BOX CULVERT UNDER THE INTERSECTION,
 AX0929'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AX0929
 AX0929                          STATION RECOVERY (1987)
 AX0929
 AX0929'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AX0929'RECOVERED IN GOOD CONDITION.
 AX0929
 AX0929                          STATION RECOVERY (1987)
 AX0929
 AX0929'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0929'RECOVERED IN GOOD CONDITION.
 AX0929
 AX0929                          STATION RECOVERY (1987)
 AX0929
 AX0929'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP)
 AX0929'RECOVERED IN GOOD CONDITION.
 AX0929
 AX0929                          STATION RECOVERY (1987)
 AX0929
 AX0929'RECOVERY NOTE BY US POWER SQUADRON 1987 (UNK)
 AX0929'RECOVERED IN GOOD CONDITION.
 AX0929
 AX0929                          STATION RECOVERY (1990)
 AX0929
 AX0929'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AX0929'RECOVERED IN GOOD CONDITION.
 AX0929
 AX0929                          STATION RECOVERY (1990)
 AX0929
 AX0929'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0929'RECOVERED IN GOOD CONDITION.
 AX0929
 AX0929                          STATION RECOVERY (1991)
 AX0929
 AX0929'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0929'RECOVERED IN GOOD CONDITION.
 AX0929
 AX0929                          STATION RECOVERY (1997)
 AX0929
 AX0929'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0929'RECOVERED IN GOOD CONDITION.
 AX0929
 AX0929                          STATION RECOVERY (2001)
 AX0929
 AX0929'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CKB)
 AX0929'15 MINUTE WAAS AVERAGE ON MAGELLAN MAP330
 AX0929'N 29 47 59   W 096 54 36  HT 407 FT
 AX0929
 AX0929                          STATION RECOVERY (2004)
 AX0929
 AX0929'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0929'NEW CULVERT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1246 ***********************************************************************
 AX1246  DESIGNATION -  Y 843
 AX1246  PID         -  AX1246
 AX1246  STATE/COUNTY-  TX/COLORADO
 AX1246  USGS QUAD   -  ROCK ISLAND (1981)
 AX1246
 AX1246                         *CURRENT SURVEY CONTROL
 AX1246  ___________________________________________________________________
 AX1246* NAD 83(1986)-  29 32 16.     (N)    096 34 02.     (W)     SCALED    
 AX1246* NAVD 88     -        75.83   (+/-2cm)     248.8    (feet)  VERTCON   
 AX1246  ___________________________________________________________________
 AX1246  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1246
 AX1246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1246
 AX1246.The horizontal coordinates were scaled from a topographic map and have
 AX1246.an estimated accuracy of +/- 6 seconds.
 AX1246
 AX1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1246.The vertical order pertains to the NGVD 29 superseded value.
 AX1246
 AX1246.The geoid height was determined by GEOID03.
 AX1246
 AX1246;                    North         East    Units  Estimated Accuracy
 AX1246;SPC TXSC     - 4,191,350.      835,760.      MT  (+/- 180 meters Scaled)
 AX1246
 AX1246                          SUPERSEDED SURVEY CONTROL
 AX1246
 AX1246  NGVD 29 (??/??/92)   75.816  (m)          248.74   (f) ADJ UNCH    2 0
 AX1246
 AX1246.Superseded values are not recommended for survey control.
 AX1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1246.See file dsdata.txt to determine how the superseded data were derived.
 AX1246
 AX1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT357700(NAD 83)
 AX1246_MARKER: DB = BENCH MARK DISK
 AX1246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1246_SP_SET: CULVERT
 AX1246_STAMPING: Y 843 1943
 AX1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1246
 AX1246  HISTORY     - Date     Condition        Report By
 AX1246  HISTORY     - 1943     MONUMENTED       CGS
 AX1246  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1246
 AX1246                          STATION DESCRIPTION
 AX1246
 AX1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1246'0.4 MI NE FROM ROCK ISLAND.
 AX1246'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1246'PASS) RAILROAD STATION AT ROCK ISLAND, PROCEED 0.4 MILE NORTHEASTERLY
 AX1246'ALONG THE TRACK TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH
 AX1246'MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHEAST END OF THE
 AX1246'SOUTHEAST HEADWALL OF A 3X6 FOOT DOUBLE ARCH CULVERT UNDER THE TRACK.
 AX1246'IT IS 9.5 FEET SOUTHEAST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF
 AX1246'THE TRACK.
 AX1246
 AX1246                          STATION RECOVERY (2004)
 AX1246
 AX1246'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0949 ***********************************************************************
 AX0949  DESIGNATION -  Y 844
 AX0949  PID         -  AX0949
 AX0949  STATE/COUNTY-  TX/LAVACA
 AX0949  USGS QUAD   -  MORAVIA (1981)
 AX0949
 AX0949                         *CURRENT SURVEY CONTROL
 AX0949  ___________________________________________________________________
 AX0949* NAD 83(1986)-  29 37 00.     (N)    096 54 45.     (W)     SCALED    
 AX0949* NAVD 88     -        75.77   (+/-2cm)     248.6    (feet)  VERTCON   
 AX0949  ___________________________________________________________________
 AX0949  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0949
 AX0949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0949
 AX0949.The horizontal coordinates were scaled from a topographic map and have
 AX0949.an estimated accuracy of +/- 6 seconds.
 AX0949
 AX0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0949.The vertical order pertains to the NGVD 29 superseded value.
 AX0949
 AX0949.The geoid height was determined by GEOID03.
 AX0949
 AX0949;                    North         East    Units  Estimated Accuracy
 AX0949;SPC TXSC     - 4,199,450.      802,150.      MT  (+/- 180 meters Scaled)
 AX0949
 AX0949                          SUPERSEDED SURVEY CONTROL
 AX0949
 AX0949  NGVD 29 (??/??/92)   75.75   (m)          248.5    (f) COMPUTED    2 0
 AX0949
 AX0949.Superseded values are not recommended for survey control.
 AX0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0949.See file dsdata.txt to determine how the superseded data were derived.
 AX0949
 AX0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT021781(NAD 83)
 AX0949_MARKER: DB = BENCH MARK DISK
 AX0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0949_SP_SET: ABUTMENT
 AX0949_STAMPING: Y 844 1943
 AX0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0949
 AX0949  HISTORY     - Date     Condition        Report By
 AX0949  HISTORY     - 1943     MONUMENTED       CGS
 AX0949  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0949  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AX0949
 AX0949                          STATION DESCRIPTION
 AX0949
 AX0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0949'4.8 MI S FROM SCHULENBURG.
 AX0949'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX0949'NO.77 AT SCHULENBURG, PROCEED 4.8 MILES SOUTHERLY ALONG U.S. HIGHWAY
 AX0949'NO.77 TO THE SOUTH END OF A LARGE CONCRETE BRIDGE OVER THE NAVIDAD
 AX0949'RIVER AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AX0949'TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A LARGE CONCRETE BRIDGE
 AX0949'OVER THE NAVIDAD RIVER.  IT IS 11.8 FEET WEST OF AND ABOUT 0.5 FOOT
 AX0949'ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX0949
 AX0949                          STATION RECOVERY (1997)
 AX0949
 AX0949'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0949'MARK NOT FOUND.
 AX0949
 AX0949                          STATION RECOVERY (2004)
 AX0949
 AX0949'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 AX0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0950 ***********************************************************************
 AX0950  DESIGNATION -  Y 844 RESET 1956
 AX0950  PID         -  AX0950
 AX0950  STATE/COUNTY-  TX/LAVACA
 AX0950  USGS QUAD   -  MORAVIA (1981)
 AX0950
 AX0950                         *CURRENT SURVEY CONTROL
 AX0950  ___________________________________________________________________
 AX0950* NAD 83(1986)-  29 37 00.     (N)    096 54 45.     (W)     SCALED    
 AX0950* NAVD 88     -        78.268  (meters)     256.78   (feet)  ADJUSTED  
 AX0950  ___________________________________________________________________
 AX0950  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0950  DYNAMIC HT  -          78.158 (meters)     256.42  (feet)  COMP
 AX0950  MODELED GRAV-     979,241.3   (mgal)                       NAVD 88
 AX0950
 AX0950  VERT ORDER  -  FIRST     CLASS I
 AX0950
 AX0950.The horizontal coordinates were scaled from a topographic map and have
 AX0950.an estimated accuracy of +/- 6 seconds.
 AX0950
 AX0950.The orthometric height was determined by differential leveling
 AX0950.and adjusted by the National Geodetic Survey in June 1991..
 AX0950
 AX0950.The geoid height was determined by GEOID03.
 AX0950
 AX0950.The dynamic height is computed by dividing the NAVD 88
 AX0950.geopotential number by the normal gravity value computed on the
 AX0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0950.degrees latitude (g = 980.6199 gals.).
 AX0950
 AX0950.The modeled gravity was interpolated from observed gravity values.
 AX0950
 AX0950;                    North         East    Units  Estimated Accuracy
 AX0950;SPC TXSC     - 4,199,450.      802,150.      MT  (+/- 180 meters Scaled)
 AX0950
 AX0950                          SUPERSEDED SURVEY CONTROL
 AX0950
 AX0950  NGVD 29 (??/??/92)   78.243  (m)          256.70   (f) ADJ UNCH    1 1
 AX0950
 AX0950.Superseded values are not recommended for survey control.
 AX0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0950.See file dsdata.txt to determine how the superseded data were derived.
 AX0950
 AX0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT021781(NAD 83)
 AX0950_MARKER: DB = BENCH MARK DISK
 AX0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0950_SP_SET: CULVERT
 AX0950_STAMPING: Y 844 RESET 1956
 AX0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0950
 AX0950  HISTORY     - Date     Condition        Report By
 AX0950  HISTORY     - 1956     MONUMENTED       CGS
 AX0950  HISTORY     - 1972     GOOD             NGS
 AX0950  HISTORY     - 1990     GOOD             USPSQD
 AX0950  HISTORY     - 19970607 GOOD             USPSQD
 AX0950  HISTORY     - 20040223 GOOD             USPSQD
 AX0950
 AX0950                          STATION DESCRIPTION
 AX0950
 AX0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0950'4.7 MI S FROM SCHULENBURG.
 AX0950'ABOUT 4.7 MILES SOUTH ALONG U. S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0950'U.S. HIGHWAY 90 AT SCHULENBURG, AT THE SOUTHWEST CORNER OF THE
 AX0950'CONCRETE HIGHWAY BRIDGE OVER THE WEST BRANCH OF THE NAVIDAD RIVER, 17
 AX0950'1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET SOUTH OF THE
 AX0950'SOUTH END OF THE WEST STEEL BANNISTER, SET IN THE TOP OF THE CONCRETE
 AX0950'WING WALL, 2.7 FEET NORTH OF THE SOUTH END OF THE WING WALL AND 2.3
 AX0950'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AX0950
 AX0950                          STATION RECOVERY (1990)
 AX0950
 AX0950'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0950'RECOVERED IN GOOD CONDITION.
 AX0950
 AX0950                          STATION RECOVERY (1997)
 AX0950
 AX0950'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0950'RECOVERED IN GOOD CONDITION.
 AX0950
 AX0950                          STATION RECOVERY (2004)
 AX0950
 AX0950'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 AX0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1057 ***********************************************************************
 AX1057  DESIGNATION -  Y 845
 AX1057  PID         -  AX1057
 AX1057  STATE/COUNTY-  TX/FAYETTE
 AX1057  USGS QUAD   -  ELLINGER (1981)
 AX1057
 AX1057                         *CURRENT SURVEY CONTROL
 AX1057  ___________________________________________________________________
 AX1057* NAD 83(1986)-  29 49 54.     (N)    096 41 16.     (W)     SCALED    
 AX1057* NAVD 88     -        93.78   (+/-2cm)     307.7    (feet)  VERTCON   
 AX1057  ___________________________________________________________________
 AX1057  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1057
 AX1057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1057
 AX1057.The horizontal coordinates were scaled from a topographic map and have
 AX1057.an estimated accuracy of +/- 6 seconds.
 AX1057
 AX1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1057.The vertical order pertains to the NGVD 29 superseded value.
 AX1057
 AX1057.The geoid height was determined by GEOID03.
 AX1057
 AX1057;                    North         East    Units  Estimated Accuracy
 AX1057;SPC TXSC     - 4,223,680.      823,440.      MT  (+/- 180 meters Scaled)
 AX1057
 AX1057                          SUPERSEDED SURVEY CONTROL
 AX1057
 AX1057  NGVD 29 (??/??/92)   93.750  (m)          307.58   (f) ADJ UNCH    2 0
 AX1057
 AX1057.Superseded values are not recommended for survey control.
 AX1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1057.See file dsdata.txt to determine how the superseded data were derived.
 AX1057
 AX1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU234023(NAD 83)
 AX1057_MARKER: DB = BENCH MARK DISK
 AX1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1057_STAMPING: Y 845 1943
 AX1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1057+STABILITY: SURFACE MOTION
 AX1057
 AX1057  HISTORY     - Date     Condition        Report By
 AX1057  HISTORY     - 1943     MONUMENTED       CGS
 AX1057  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1057
 AX1057                          STATION DESCRIPTION
 AX1057
 AX1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1057'1.1 MI SE FROM ELLINGER.
 AX1057'1.1 MILES SOUTHEAST ALONG THE ABANDONED LA GRANGE BRANCH OF THE
 AX1057'SOUTHERN PACIFIC RAILROAD FROM THE OLD STATION AT ELLINGER, FAYETTE
 AX1057'COUNTY, 0.15 MILE NORTHWEST OF THE FAYETTE-COLORADO COUNTY LINE, 86.5
 AX1057'FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD RAILROAD BRIDGE OVER
 AX1057'A CREEK, 64 FEET NORTHEAST OF THE CENTERLINE OF THE RAILROAD BED, 27
 AX1057'FEET SOUTHEAST OF A T-ROAD LEADING NORTHEAST FROM A ROAD PARALLEL TO
 AX1057'THE OLD RAILROAD BED, 11.5 FEET SOUTHWEST OF THE NORTHEAST
 AX1057'RIGHT-OF-WAY FENCE, 3.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 AX1057'AND ABOUT 4 FEET HIGHER THAN THE RAILROAD BED.  A STANDARD DISK,
 AX1057'STAMPED Y 845 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1057'ABOUT 0.2 FOOT ABOVE GROUND.
 AX1057
 AX1057                          STATION RECOVERY (1997)
 AX1057
 AX1057'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1730 ***********************************************************************
 AX1730  DESIGNATION -  Y 846
 AX1730  PID         -  AX1730
 AX1730  STATE/COUNTY-  TX/LAVACA
 AX1730  USGS QUAD   -  SHINER (1987)
 AX1730
 AX1730                         *CURRENT SURVEY CONTROL
 AX1730  ___________________________________________________________________
 AX1730* NAD 83(1986)-  29 28 36.     (N)    097 08 25.     (W)     SCALED    
 AX1730* NAVD 88     -       109.79   (+/-2cm)     360.2    (feet)  VERTCON   
 AX1730  ___________________________________________________________________
 AX1730  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX1730
 AX1730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1730
 AX1730.The horizontal coordinates were scaled from a topographic map and have
 AX1730.an estimated accuracy of +/- 6 seconds.
 AX1730
 AX1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1730.The vertical order pertains to the NGVD 29 superseded value.
 AX1730
 AX1730.The geoid height was determined by GEOID03.
 AX1730
 AX1730;                    North         East    Units  Estimated Accuracy
 AX1730;SPC TXSC     - 4,183,560.      780,340.      MT  (+/- 180 meters Scaled)
 AX1730
 AX1730                          SUPERSEDED SURVEY CONTROL
 AX1730
 AX1730  NGVD 29 (??/??/92)  109.760  (m)          360.10   (f) ADJ UNCH    2 0
 AX1730
 AX1730.Superseded values are not recommended for survey control.
 AX1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1730.See file dsdata.txt to determine how the superseded data were derived.
 AX1730
 AX1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT803622(NAD 83)
 AX1730_MARKER: DB = BENCH MARK DISK
 AX1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1730_STAMPING: Y 846 1943
 AX1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1730+STABILITY: SURFACE MOTION
 AX1730
 AX1730  HISTORY     - Date     Condition        Report By
 AX1730  HISTORY     - 1943     MONUMENTED       CGS
 AX1730  HISTORY     - 19970607 GOOD             USPSQD
 AX1730
 AX1730                          STATION DESCRIPTION
 AX1730
 AX1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1730'5.1 MI NE FROM SHINER.
 AX1730'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1730'STATION AT SHINER, PROCEED 4.05 MILES NORTHERLY ALONG THE TRACK TO A
 AX1730'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 1.05 MILE EASTERLY ALONG
 AX1730'A DIRT ROAD TO THE SOUTH END OF A DOUBLE TURN IN THE ROAD AND SITE OF
 AX1730'BENCH MARK.  BENCH MARK IS 25.5 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW
 AX1730'THE CENTERLINE OF THE ROAD.  IT IS 2.9 FEET WEST OF R.E.A. CO-OP POLE
 AX1730'NO.24/105 AND 2.4 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1730'MONUMENT PROJECTS 0.1 FOOT.
 AX1730
 AX1730                          STATION RECOVERY (1997)
 AX1730
 AX1730'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1749 ***********************************************************************
 AX1749  DESIGNATION -  Y 847
 AX1749  PID         -  AX1749
 AX1749  STATE/COUNTY-  TX/LAVACA
 AX1749  USGS QUAD   -  WIED (1987)
 AX1749
 AX1749                         *CURRENT SURVEY CONTROL
 AX1749  ___________________________________________________________________
 AX1749* NAD 83(1986)-  29 26 43.     (N)    097 03 23.     (W)     SCALED    
 AX1749* NAVD 88     -        98.64   (+/-2cm)     323.6    (feet)  VERTCON   
 AX1749  ___________________________________________________________________
 AX1749  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1749
 AX1749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1749
 AX1749.The horizontal coordinates were scaled from a topographic map and have
 AX1749.an estimated accuracy of +/- 6 seconds.
 AX1749
 AX1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1749.The vertical order pertains to the NGVD 29 superseded value.
 AX1749
 AX1749.The geoid height was determined by GEOID03.
 AX1749
 AX1749;                    North         East    Units  Estimated Accuracy
 AX1749;SPC TXSC     - 4,180,210.      788,530.      MT  (+/- 180 meters Scaled)
 AX1749
 AX1749                          SUPERSEDED SURVEY CONTROL
 AX1749
 AX1749  NGVD 29 (??/??/92)   98.62   (m)          323.6    (f) COMPUTED    2 0
 AX1749
 AX1749.Superseded values are not recommended for survey control.
 AX1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1749.See file dsdata.txt to determine how the superseded data were derived.
 AX1749
 AX1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT885588(NAD 83)
 AX1749_MARKER: DB = BENCH MARK DISK
 AX1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1749_STAMPING: Y 847 1943
 AX1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1749+STABILITY: SURFACE MOTION
 AX1749
 AX1749  HISTORY     - Date     Condition        Report By
 AX1749  HISTORY     - 1943     MONUMENTED       CGS
 AX1749
 AX1749                          STATION DESCRIPTION
 AX1749
 AX1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1749'0.5 MI N FROM WIED.
 AX1749'TO REACH FROM THE SCHOOL BUILDING AT WIED, PROCEED 0.5 MILE NORTHERLY
 AX1749'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 26.5 FEET WEST
 AX1749'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD.  IT IS 3.3
 AX1749'FEET NORTH OF A POWER TRANSMISSION POLE AND 3.3 FEET SOUTH OF A 4X4
 AX1749'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1750 ***********************************************************************
 AX1750  DESIGNATION -  Y 847 RESET 1953
 AX1750  PID         -  AX1750
 AX1750  STATE/COUNTY-  TX/LAVACA
 AX1750  USGS QUAD   -  WIED (1987)
 AX1750
 AX1750                         *CURRENT SURVEY CONTROL
 AX1750  ___________________________________________________________________
 AX1750* NAD 83(1986)-  29 26 43.     (N)    097 03 23.     (W)     SCALED    
 AX1750* NAVD 88     -        98.08   (+/-2cm)     321.8    (feet)  VERTCON   
 AX1750  ___________________________________________________________________
 AX1750  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1750
 AX1750  VERT ORDER  -  THIRD (See Below)
 AX1750
 AX1750.The horizontal coordinates were scaled from a topographic map and have
 AX1750.an estimated accuracy of +/- 6 seconds.
 AX1750
 AX1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1750.The vertical order pertains to the NGVD 29 superseded value.
 AX1750
 AX1750.The geoid height was determined by GEOID03.
 AX1750
 AX1750;                    North         East    Units  Estimated Accuracy
 AX1750;SPC TXSC     - 4,180,210.      788,530.      MT  (+/- 180 meters Scaled)
 AX1750
 AX1750                          SUPERSEDED SURVEY CONTROL
 AX1750
 AX1750  NGVD 29 (01/29/03)   98.06   (m)          321.7    (f) RESET       3  
 AX1750
 AX1750.Superseded values are not recommended for survey control.
 AX1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1750.See file dsdata.txt to determine how the superseded data were derived.
 AX1750
 AX1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT885588(NAD 83)
 AX1750_MARKER: DB = BENCH MARK DISK
 AX1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1750_STAMPING: Y 847 RESET 1953
 AX1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1750+STABILITY: SURFACE MOTION
 AX1750
 AX1750  HISTORY     - Date     Condition        Report By
 AX1750  HISTORY     - 1953     MONUMENTED       TXHD
 AX1750
 AX1750                          STATION DESCRIPTION
 AX1750
 AX1750'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AX1750'0.5 MI N FROM WIED.
 AX1750'0.5 MILE NORTH ALONG FARM-TO-MARKET ROAD 1891 FROM THE SCHOOL BUILDING
 AX1750'AT WIED, LAVACA COUNTY, 132.0 FEET NORTH OF A POWER-TRANSMISSION LINE
 AX1750'POLE, 45.0 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 3 FEET LOWER
 AX1750'THAN THE ROAD.  A STANDARD DISK, STAMPED Y 847 RESET 1953 AND SET IN
 AX1750'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1753 ***********************************************************************
 AX1753  DESIGNATION -  Y 849
 AX1753  PID         -  AX1753
 AX1753  STATE/COUNTY-  TX/GONZALES
 AX1753  USGS QUAD   -  CHEAPSIDE (1987)
 AX1753
 AX1753                         *CURRENT SURVEY CONTROL
 AX1753  ___________________________________________________________________
 AX1753* NAD 83(1986)-  29 16 45.     (N)    097 24 50.     (W)     SCALED    
 AX1753* NAVD 88     -        98.44   (+/-2cm)     323.0    (feet)  VERTCON   
 AX1753  ___________________________________________________________________
 AX1753  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AX1753
 AX1753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1753
 AX1753.The horizontal coordinates were scaled from a topographic map and have
 AX1753.an estimated accuracy of +/- 6 seconds.
 AX1753
 AX1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1753.The vertical order pertains to the NGVD 29 superseded value.
 AX1753
 AX1753.The geoid height was determined by GEOID03.
 AX1753
 AX1753;                    North         East    Units  Estimated Accuracy
 AX1753;SPC TXSC     - 4,161,280.      754,110.      MT  (+/- 180 meters Scaled)
 AX1753
 AX1753                          SUPERSEDED SURVEY CONTROL
 AX1753
 AX1753  NGVD 29 (??/??/92)   98.421  (m)          322.90   (f) ADJ UNCH    2 0
 AX1753
 AX1753.Superseded values are not recommended for survey control.
 AX1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1753.See file dsdata.txt to determine how the superseded data were derived.
 AX1753
 AX1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT540399(NAD 83)
 AX1753_MARKER: DB = BENCH MARK DISK
 AX1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1753_STAMPING: Y 849 1943
 AX1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1753+STABILITY: SURFACE MOTION
 AX1753
 AX1753  HISTORY     - Date     Condition        Report By
 AX1753  HISTORY     - 1943     MONUMENTED       CGS
 AX1753
 AX1753                          STATION DESCRIPTION
 AX1753
 AX1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1753'0.8 MI NW FROM CHEAPSIDE.
 AX1753'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 0.8 MI. N.W. ALONG A DIRT
 AX1753'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.05 MI. N.W. OF THE S.W.
 AX1753'END OF A DOUBLE TURN IN THE ROAD.  IT IS 25.3 FEET N.E. OF AND ABOUT 1
 AX1753'FOOT ABOVE THE CENTERLINE OF THE ROAD, AND 3.4 FEET S.E. OF A 4X4 INCH
 AX1753'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2114 ***********************************************************************
 BY2114  DESIGNATION -  Y 85
 BY2114  PID         -  BY2114
 BY2114  STATE/COUNTY-  TX/ANDERSON
 BY2114  USGS QUAD   -  ELKHART CREEK (1982)
 BY2114
 BY2114                         *CURRENT SURVEY CONTROL
 BY2114  ___________________________________________________________________
 BY2114* NAD 83(1986)-  31 36 25.     (N)    095 32 35.     (W)     SCALED    
 BY2114* NAVD 88     -       121.71   (+/-2cm)     399.3    (feet)  VERTCON   
 BY2114  ___________________________________________________________________
 BY2114  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY2114
 BY2114  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2114
 BY2114.The horizontal coordinates were scaled from a topographic map and have
 BY2114.an estimated accuracy of +/- 6 seconds.
 BY2114
 BY2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2114.The vertical order pertains to the NGVD 29 superseded value.
 BY2114
 BY2114.The geoid height was determined by GEOID03.
 BY2114
 BY2114;                    North         East    Units  Estimated Accuracy
 BY2114;SPC TX C     - 3,224,880.    1,154,400.      MT  (+/- 180 meters Scaled)
 BY2114
 BY2114                          SUPERSEDED SURVEY CONTROL
 BY2114
 BY2114  NGVD 29 (??/??/92)  121.698  (m)          399.27   (f) ADJ UNCH    1 2
 BY2114
 BY2114.Superseded values are not recommended for survey control.
 BY2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2114.See file dsdata.txt to determine how the superseded data were derived.
 BY2114
 BY2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ587996(NAD 83)
 BY2114_MARKER: DB = BENCH MARK DISK
 BY2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2114_STAMPING: Y 85 1932
 BY2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2114+STABILITY: SURFACE MOTION
 BY2114
 BY2114  HISTORY     - Date     Condition        Report By
 BY2114  HISTORY     - 1932     MONUMENTED       CGS
 BY2114  HISTORY     - 1960     GOOD             NGS
 BY2114
 BY2114                          STATION DESCRIPTION
 BY2114
 BY2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2114'2.6 MI SE FROM ELKHART.
 BY2114'ABOUT 2.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2114'STATION AT ELKHART, 90 FEET NORTHWEST OF THE FOURTH TELEPHONE POLE
 BY2114'NORTHWEST OF MILEPOST 15, 6 RAILS SOUTHEAST OF THE POINT WHERE A POWER
 BY2114'LINE CROSSES THE TRACK, 38 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 9
 BY2114'FEET NORTHEAST OF A FENCE, 48 FEET SOUTHEAST OF THE CENTER OF AN IRON
 BY2114'GATE, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BY2114'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0430 ***********************************************************************
 AX0430  DESIGNATION -  Y 850
 AX0430  PID         -  AX0430
 AX0430  STATE/COUNTY-  TX/WHARTON
 AX0430  USGS QUAD   -  NEW TAITON (1981)
 AX0430
 AX0430                         *CURRENT SURVEY CONTROL
 AX0430  ___________________________________________________________________
 AX0430* NAD 83(1986)-  29 21 25.     (N)    096 22 04.     (W)     SCALED    
 AX0430* NAVD 88     -        44.75   (+/-2cm)     146.8    (feet)  VERTCON   
 AX0430  ___________________________________________________________________
 AX0430  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0430
 AX0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0430
 AX0430.The horizontal coordinates were scaled from a topographic map and have
 AX0430.an estimated accuracy of +/- 6 seconds.
 AX0430
 AX0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0430.The vertical order pertains to the NGVD 29 superseded value.
 AX0430
 AX0430.The geoid height was determined by GEOID03.
 AX0430
 AX0430;                    North         East    Units  Estimated Accuracy
 AX0430;SPC TXSC     - 4,171,730.      855,540.      MT  (+/- 180 meters Scaled)
 AX0430
 AX0430                          SUPERSEDED SURVEY CONTROL
 AX0430
 AX0430  NGVD 29 (??/??/92)   44.747  (m)          146.81   (f) ADJ UNCH    2 0
 AX0430
 AX0430.Superseded values are not recommended for survey control.
 AX0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0430.See file dsdata.txt to determine how the superseded data were derived.
 AX0430
 AX0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT555504(NAD 83)
 AX0430_MARKER: DB = BENCH MARK DISK
 AX0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0430_SP_SET: CULVERT
 AX0430_STAMPING: Y-850 1943
 AX0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0430
 AX0430  HISTORY     - Date     Condition        Report By
 AX0430  HISTORY     - 1943     MONUMENTED       CGS
 AX0430
 AX0430                          STATION DESCRIPTION
 AX0430
 AX0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0430'6.1 MI SE FROM GARWOOD.
 AX0430'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT
 AX0430'GARWOOD, SET IN THE CENTER OF A 6FT.X6FT. CONCRETE TWIN CULVERT UNDER
 AX0430'THE HIGHWAY, 15.5 FEET NORTHEAST OF THE CENTER-LINE OF THE HIGHWAY,
 AX0430'1.5 FEET ABOVE THE ROAD.  BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0497 ***********************************************************************
 AX0497  DESIGNATION -  Y 851
 AX0497  PID         -  AX0497
 AX0497  STATE/COUNTY-  TX/WHARTON
 AX0497  USGS QUAD   -  EL CAMPO (1981)
 AX0497
 AX0497                         *CURRENT SURVEY CONTROL
 AX0497  ___________________________________________________________________
 AX0497* NAD 83(1986)-  29 14 06.     (N)    096 19 19.     (W)     SCALED    
 AX0497* NAVD 88     -        34.16   (+/-2cm)     112.1    (feet)  VERTCON   
 AX0497  ___________________________________________________________________
 AX0497  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0497
 AX0497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0497
 AX0497.The horizontal coordinates were scaled from a topographic map and have
 AX0497.an estimated accuracy of +/- 6 seconds.
 AX0497
 AX0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0497.The vertical order pertains to the NGVD 29 superseded value.
 AX0497
 AX0497.The geoid height was determined by GEOID03.
 AX0497
 AX0497;                    North         East    Units  Estimated Accuracy
 AX0497;SPC TXSC     - 4,158,320.      860,300.      MT  (+/- 180 meters Scaled)
 AX0497
 AX0497                          SUPERSEDED SURVEY CONTROL
 AX0497
 AX0497  NGVD 29 (??/??/92)   34.158  (m)          112.07   (f) ADJ UNCH    2 0
 AX0497
 AX0497.Superseded values are not recommended for survey control.
 AX0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0497.See file dsdata.txt to determine how the superseded data were derived.
 AX0497
 AX0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT603369(NAD 83)
 AX0497_MARKER: DB = BENCH MARK DISK
 AX0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0497_STAMPING: Y-851 1943
 AX0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0497+STABILITY: SURFACE MOTION
 AX0497
 AX0497  HISTORY     - Date     Condition        Report By
 AX0497  HISTORY     - 1943     MONUMENTED       CGS
 AX0497  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0497
 AX0497                          STATION DESCRIPTION
 AX0497
 AX0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0497'4.6 MI NW FROM EL CAMPO.
 AX0497'3.4 MILES NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE POST OFFICE AT
 AX0497'EL CAMPO, THENCE 1.2 MILLES WEST ALONG THE COUNTY ROAD, ABOUT 0.3 MILE
 AX0497'EAST OF A FARM HOUSE ON THE SOUTH SIDE OF THE ROAD, 36 FEET SOUTH OF
 AX0497'THE CENTER-LINE OF THE ROAD, 9 FEET WEST OF THE CENTER-LINE OF THE
 AX0497'ROAD LEADING SOUTH INTO THE FIELD, 4 FEET SOUTHWEST OF THE WEST GATE
 AX0497'POST, 1.5 FEET WEST OF REFERENCE POST, IN LINE WITH THE POLES, BENCH
 AX0497'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT
 AX0497'ABOVE THE GROUND.
 AX0497
 AX0497                          STATION RECOVERY (1965)
 AX0497
 AX0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0716 ***********************************************************************
 AX0716  DESIGNATION -  Y 852
 AX0716  PID         -  AX0716
 AX0716  STATE/COUNTY-  TX/JACKSON
 AX0716  USGS QUAD   -  GANADO NE (1981)
 AX0716
 AX0716                         *CURRENT SURVEY CONTROL
 AX0716  ___________________________________________________________________
 AX0716* NAD 83(1986)-  29 08 36.     (N)    096 31 46.     (W)     SCALED    
 AX0716* NAVD 88     -        26.88   (+/-2cm)      88.2    (feet)  VERTCON   
 AX0716  ___________________________________________________________________
 AX0716  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0716
 AX0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0716
 AX0716.The horizontal coordinates were scaled from a topographic map and have
 AX0716.an estimated accuracy of +/- 6 seconds.
 AX0716
 AX0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0716.The vertical order pertains to the NGVD 29 superseded value.
 AX0716
 AX0716.The geoid height was determined by GEOID03.
 AX0716
 AX0716;                    North         East    Units  Estimated Accuracy
 AX0716;SPC TXSC     - 4,147,720.      840,350.      MT  (+/- 180 meters Scaled)
 AX0716
 AX0716                          SUPERSEDED SURVEY CONTROL
 AX0716
 AX0716  NGVD 29 (??/??/92)   26.880  (m)           88.19   (f) ADJ UNCH    2 0
 AX0716
 AX0716.Superseded values are not recommended for survey control.
 AX0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0716.See file dsdata.txt to determine how the superseded data were derived.
 AX0716
 AX0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT403263(NAD 83)
 AX0716_MARKER: DB = BENCH MARK DISK
 AX0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0716_STAMPING: Y 852 1943
 AX0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0716+STABILITY: SURFACE MOTION
 AX0716
 AX0716  HISTORY     - Date     Condition        Report By
 AX0716  HISTORY     - 1943     MONUMENTED       CGS
 AX0716  HISTORY     - 1972     GOOD             NGS
 AX0716
 AX0716                          STATION DESCRIPTION
 AX0716
 AX0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0716'7.7 MI N FROM GANADO.
 AX0716'ABOUT 7.7 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0716'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, AT A CURVE IN THE ROAD, 52
 AX0716'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTH-SOUTHWEST
 AX0716'OF A CORNER FENCE POST, 3 FEET WEST OF THE FENCE, 1.5 FEET SOUTH OF A
 AX0716'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AX0716'CONCRETE POST WHICH PROJECTS 3 INCHES.  NOTE-- THE ROAD IS DUE TO BE
 AX0716'CHANGED IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0898 ***********************************************************************
 AX0898  DESIGNATION -  Y 853
 AX0898  PID         -  AX0898
 AX0898  STATE/COUNTY-  TX/JACKSON
 AX0898  USGS QUAD   -  CORDELE (1981)
 AX0898
 AX0898                         *CURRENT SURVEY CONTROL
 AX0898  ___________________________________________________________________
 AX0898* NAD 83(1986)-  29 08 59.     (N)    096 39 04.     (W)     SCALED    
 AX0898* NAVD 88     -        32.82   (+/-2cm)     107.7    (feet)  VERTCON   
 AX0898  ___________________________________________________________________
 AX0898  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0898
 AX0898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0898
 AX0898.The horizontal coordinates were scaled from a topographic map and have
 AX0898.an estimated accuracy of +/- 6 seconds.
 AX0898
 AX0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0898.The vertical order pertains to the NGVD 29 superseded value.
 AX0898
 AX0898.The geoid height was determined by GEOID03.
 AX0898
 AX0898;                    North         East    Units  Estimated Accuracy
 AX0898;SPC TXSC     - 4,148,190.      828,500.      MT  (+/- 180 meters Scaled)
 AX0898
 AX0898                          SUPERSEDED SURVEY CONTROL
 AX0898
 AX0898  NGVD 29 (??/??/92)   32.830  (m)          107.71   (f) ADJ UNCH    2 0
 AX0898
 AX0898.Superseded values are not recommended for survey control.
 AX0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0898.See file dsdata.txt to determine how the superseded data were derived.
 AX0898
 AX0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT284268(NAD 83)
 AX0898_MARKER: DB = BENCH MARK DISK
 AX0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0898_STAMPING: Y 853 1943
 AX0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0898+STABILITY: SURFACE MOTION
 AX0898
 AX0898  HISTORY     - Date     Condition        Report By
 AX0898  HISTORY     - 1943     MONUMENTED       CGS
 AX0898  HISTORY     - 1972     GOOD             NGS
 AX0898
 AX0898                          STATION DESCRIPTION
 AX0898
 AX0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0898'2.0 MI NW FROM CORDELE.
 AX0898'ABOUT 1.0 MILE WEST ALONG CORDELE ROAD FROM THE METHODIST CHURCH AT
 AX0898'CORDELE, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF
 AX0898'A GRAVEL ROAD LEADING WEST, 30 FEET NORTH OF THE CENTER LINE OF THE
 AX0898'EAST-WEST ROAD, 25 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 AX0898'ROAD, 24 FEET SOUTH OF A POWER LINE POLE, 4 1/2 FEET NORTHEAST OF A
 AX0898'FENCE CORNER, 4.7 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, 0.6 FOOT
 AX0898'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN
 AX0898'THE TOP OF A CONCRETE POST 2 FEET BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0742 ***********************************************************************
 AX0742  DESIGNATION -  Y 854
 AX0742  PID         -  AX0742
 AX0742  STATE/COUNTY-  TX/LAVACA
 AX0742  USGS QUAD   -  SHERIDAN (1981)
 AX0742
 AX0742                         *CURRENT SURVEY CONTROL
 AX0742  ___________________________________________________________________
 AX0742* NAD 83(1986)-  29 25 26.     (N)    096 40 07.     (W)     SCALED    
 AX0742* NAVD 88     -        66.16   (+/-2cm)     217.1    (feet)  VERTCON   
 AX0742  ___________________________________________________________________
 AX0742  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0742
 AX0742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0742
 AX0742.The horizontal coordinates were scaled from a topographic map and have
 AX0742.an estimated accuracy of +/- 6 seconds.
 AX0742
 AX0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0742.The vertical order pertains to the NGVD 29 superseded value.
 AX0742
 AX0742.The geoid height was determined by GEOID03.
 AX0742
 AX0742;                    North         East    Units  Estimated Accuracy
 AX0742;SPC TXSC     - 4,178,530.      826,190.      MT  (+/- 180 meters Scaled)
 AX0742
 AX0742                          SUPERSEDED SURVEY CONTROL
 AX0742
 AX0742  NGVD 29 (??/??/92)   66.156  (m)          217.05   (f) ADJ UNCH    2 0
 AX0742
 AX0742.Superseded values are not recommended for survey control.
 AX0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0742.See file dsdata.txt to determine how the superseded data were derived.
 AX0742
 AX0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT261572(NAD 83)
 AX0742_MARKER: DB = BENCH MARK DISK
 AX0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0742_STAMPING: Y 854 1943
 AX0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0742+STABILITY: SURFACE MOTION
 AX0742
 AX0742  HISTORY     - Date     Condition        Report By
 AX0742  HISTORY     - 1943     MONUMENTED       CGS
 AX0742  HISTORY     - 1965     GOOD             USGS
 AX0742
 AX0742                          STATION DESCRIPTION
 AX0742
 AX0742'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AX0742'3 9 MI S FROM SHERIDAN.
 AX0742'3.9 MI.S.ALONG THE SHELL OIL CO.ROAD FROM THE P.O.AT SHERIDAN, SET AT
 AX0742'A CATTLE GUARD,26 FEET E.OF THE CENTERLINE OF THE ROAD,17.7 FEET E.OF
 AX0742'THE E.END OF THE GUARD,1.4 FEET S.OFTHE FENCE,1.8 FEET W. OF THE
 AX0742'REFERENCE POST.  PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1896 ***********************************************************************
 AX1896  DESIGNATION -  Y 855
 AX1896  PID         -  AX1896
 AX1896  STATE/COUNTY-  TX/KARNES
 AX1896  USGS QUAD   -  ECLETO (1987)
 AX1896
 AX1896                         *CURRENT SURVEY CONTROL
 AX1896  ___________________________________________________________________
 AX1896* NAD 83(1986)-  29 02 17.     (N)    097 48 26.     (W)     SCALED    
 AX1896* NAVD 88     -        96.47   (+/-2cm)     316.5    (feet)  VERTCON   
 AX1896  ___________________________________________________________________
 AX1896  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AX1896
 AX1896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1896
 AX1896.The horizontal coordinates were scaled from a topographic map and have
 AX1896.an estimated accuracy of +/- 6 seconds.
 AX1896
 AX1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1896.The vertical order pertains to the NGVD 29 superseded value.
 AX1896
 AX1896.The geoid height was determined by GEOID03.
 AX1896
 AX1896;                    North         East    Units  Estimated Accuracy
 AX1896;SPC TXSC     - 4,134,110.      716,160.      MT  (+/- 180 meters Scaled)
 AX1896
 AX1896                          SUPERSEDED SURVEY CONTROL
 AX1896
 AX1896  NGVD 29 (??/??/92)   96.433  (m)          316.38   (f) ADJ UNCH    2 0
 AX1896
 AX1896.Superseded values are not recommended for survey control.
 AX1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1896.See file dsdata.txt to determine how the superseded data were derived.
 AX1896
 AX1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT161127(NAD 83)
 AX1896_MARKER: DB = BENCH MARK DISK
 AX1896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1896_SP_SET: BRIDGE
 AX1896_STAMPING: Y 855 1943
 AX1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1896
 AX1896  HISTORY     - Date     Condition        Report By
 AX1896  HISTORY     - 1943     MONUMENTED       CGS
 AX1896  HISTORY     - 20050405 GOOD             USPSQD
 AX1896
 AX1896                          STATION DESCRIPTION
 AX1896
 AX1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1896'6.25 MI N FROM HELENA.
 AX1896'TO REACH FROM THE FOUR CORNERS AT HELENA, PROCEED 6.25 MILES NORTHERLY
 AX1896'ALONG STATE HIGHWAY NO. 80 TO A CONCRETE BRIDGE AND SITE OF BENCH
 AX1896'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST HEADWALL
 AX1896'OF A 20.7 FOOT CONCRETE BRIDGE OVER A CREEK.  IT IS 12.3 FEET EAST OF
 AX1896'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY AND 2.8 FEET
 AX1896'SOUTH OF THE NORTH END OF THE HEADWALL.
 AX1896
 AX1896                          STATION RECOVERY (2005)
 AX1896
 AX1896'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1896'SET WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1897 ***********************************************************************
 AX1897  DESIGNATION -  Y 855 RESET 1971
 AX1897  PID         -  AX1897
 AX1897  STATE/COUNTY-  TX/KARNES
 AX1897  USGS QUAD   -  ECLETO (1987)
 AX1897
 AX1897                         *CURRENT SURVEY CONTROL
 AX1897  ___________________________________________________________________
 AX1897* NAD 83(1986)-  29 02 18.     (N)    097 48 26.     (W)     SCALED    
 AX1897* NAVD 88     -        96.39   (+/-2cm)     316.2    (feet)  VERTCON   
 AX1897  ___________________________________________________________________
 AX1897  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AX1897
 AX1897  VERT ORDER  -  THIRD (See Below)
 AX1897
 AX1897.The horizontal coordinates were scaled from a topographic map and have
 AX1897.an estimated accuracy of +/- 6 seconds.
 AX1897
 AX1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1897.The vertical order pertains to the NGVD 29 superseded value.
 AX1897
 AX1897.The geoid height was determined by GEOID03.
 AX1897
 AX1897;                    North         East    Units  Estimated Accuracy
 AX1897;SPC TXSC     - 4,134,140.      716,160.      MT  (+/- 180 meters Scaled)
 AX1897
 AX1897                          SUPERSEDED SURVEY CONTROL
 AX1897
 AX1897  NGVD 29 (01/29/03)   96.36   (m)          316.1    (f) RESET       3  
 AX1897
 AX1897.Superseded values are not recommended for survey control.
 AX1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1897.See file dsdata.txt to determine how the superseded data were derived.
 AX1897
 AX1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT161128(NAD 83)
 AX1897_MARKER: DB = BENCH MARK DISK
 AX1897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1897_SP_SET: CULVERT
 AX1897_STAMPING: Y 855 RESET 1971
 AX1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1897+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1897
 AX1897  HISTORY     - Date     Condition        Report By
 AX1897  HISTORY     - 1971     MONUMENTED       TXHD
 AX1897  HISTORY     - 1972     GOOD             TXHD
 AX1897  HISTORY     - 20040917 GOOD             USPSQD
 AX1897
 AX1897                          STATION DESCRIPTION
 AX1897
 AX1897'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1897'6.0 MI N FROM HELENA.
 AX1897'ABOUT 6.0 MILES NORTH ALONG STATE HIGHWAY 80 FROM FOUR CORNERS IN
 AX1897'HELENA, KARNES COUNTY, IN THE TOP OF THE HEADWALL OF A 6- BY 6- FOOT
 AX1897'TRIPLE CONCRETE BOX CULVERT UNDER THE HIGHWAY, 12 FEET FROM THE NORTH
 AX1897'END OF THE EAST HEADWALL, 42.0 FEET EAST OF THE CENTER LINE OF THE
 AX1897'HIGHWAY, AND FOUR FEET BELOW THE HIGHWAY.
 AX1897
 AX1897                          STATION RECOVERY (2004)
 AX1897
 AX1897'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1934 ***********************************************************************
 AX1934  DESIGNATION -  Y 856
 AX1934  PID         -  AX1934
 AX1934  STATE/COUNTY-  TX/KARNES
 AX1934  USGS QUAD   -  ECLETO (1987)
 AX1934
 AX1934                         *CURRENT SURVEY CONTROL
 AX1934  ___________________________________________________________________
 AX1934* NAD 83(1986)-  29 05 58.     (N)    097 52 14.     (W)     SCALED    
 AX1934* NAVD 88     -       127.34   (+/-2cm)     417.8    (feet)  VERTCON   
 AX1934  ___________________________________________________________________
 AX1934  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX1934
 AX1934  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1934
 AX1934.The horizontal coordinates were scaled from a topographic map and have
 AX1934.an estimated accuracy of +/- 6 seconds.
 AX1934
 AX1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1934.The vertical order pertains to the NGVD 29 superseded value.
 AX1934
 AX1934.The geoid height was determined by GEOID03.
 AX1934
 AX1934;                    North         East    Units  Estimated Accuracy
 AX1934;SPC TXSC     - 4,140,850.      709,930.      MT  (+/- 180 meters Scaled)
 AX1934
 AX1934                          SUPERSEDED SURVEY CONTROL
 AX1934
 AX1934  NGVD 29 (??/??/92)  127.296  (m)          417.64   (f) ADJ UNCH    2 0
 AX1934
 AX1934.Superseded values are not recommended for survey control.
 AX1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1934.See file dsdata.txt to determine how the superseded data were derived.
 AX1934
 AX1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT099195(NAD 83)
 AX1934_MARKER: DB = BENCH MARK DISK
 AX1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1934_STAMPING: Y 856 1943
 AX1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1934+STABILITY: SURFACE MOTION
 AX1934
 AX1934  HISTORY     - Date     Condition        Report By
 AX1934  HISTORY     - 1943     MONUMENTED       CGS
 AX1934  HISTORY     - 20050405 GOOD             USPSQD
 AX1934
 AX1934                          STATION DESCRIPTION
 AX1934
 AX1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1934'2.0 MI SW FROM HYATT SCHOOL NO. 1.
 AX1934'TO REACH FROM THE HYATT SCHOOL NO. 1 (4.6 MILES SOUTHWEST OF THE POST
 AX1934'OFFICE AT GILLETT), PROCEED 2.0 MILES SOUTHWESTERLY ALONG A DIRT ROAD
 AX1934'TO THE NORTHEAST SLOPE OF A LONG GRADE AND SITE OF BENCH MARK.  BENCH
 AX1934'MARK IS 0.15 MILE NORTHEAST OF THE INTERSECTION OF A DIRT ROAD LEADING
 AX1934'NORTHWEST.  IT IS 25.6 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION
 AX1934'AS THE CENTERLINE OF THE ROAD, 5.7 FEET SOUTHEAST OF THE SOUTHEAST
 AX1934'RIGHT-OF-WAY FENCE AND 3.1 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN
 AX1934'MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1934
 AX1934                          STATION RECOVERY (2005)
 AX1934
 AX1934'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1934'SET WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1957 ***********************************************************************
 AX1957  DESIGNATION -  Y 857
 AX1957  PID         -  AX1957
 AX1957  STATE/COUNTY-  TX/DE WITT
 AX1957  USGS QUAD   -  NEW DAVY (1987)
 AX1957
 AX1957                         *CURRENT SURVEY CONTROL
 AX1957  ___________________________________________________________________
 AX1957* NAD 83(1986)-  29 02 07.     (N)    097 34 09.     (W)     SCALED    
 AX1957* NAVD 88     -       125.35   (+/-2cm)     411.3    (feet)  VERTCON   
 AX1957  ___________________________________________________________________
 AX1957  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AX1957
 AX1957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1957
 AX1957.The horizontal coordinates were scaled from a topographic map and have
 AX1957.an estimated accuracy of +/- 6 seconds.
 AX1957
 AX1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1957.The vertical order pertains to the NGVD 29 superseded value.
 AX1957
 AX1957.The geoid height was determined by GEOID03.
 AX1957
 AX1957;                    North         East    Units  Estimated Accuracy
 AX1957;SPC TXSC     - 4,134,060.      739,350.      MT  (+/- 180 meters Scaled)
 AX1957
 AX1957                          SUPERSEDED SURVEY CONTROL
 AX1957
 AX1957  NGVD 29 (??/??/92)  125.331  (m)          411.19   (f) ADJ UNCH    2 0
 AX1957
 AX1957.Superseded values are not recommended for survey control.
 AX1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1957.See file dsdata.txt to determine how the superseded data were derived.
 AX1957
 AX1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT393127(NAD 83)
 AX1957_MARKER: DB = BENCH MARK DISK
 AX1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1957_STAMPING: Y 857 1943
 AX1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1957+STABILITY: SURFACE MOTION
 AX1957
 AX1957  HISTORY     - Date     Condition        Report By
 AX1957  HISTORY     - 1943     MONUMENTED       CGS
 AX1957  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX1957
 AX1957                          STATION DESCRIPTION
 AX1957
 AX1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1957'3.2 MI SE FROM DAVY.
 AX1957'TO REACH FROM THE SCHOOL BUILDING AT DAVY, PROCEED 3.2 MILES
 AX1957'SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO THE TOP OF A HILL AND SITE
 AX1957'OF BENCH MARK.  BENCH MARK IS 36.5 FEET SOUTHWEST OF AND ABOUT THE
 AX1957'SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  IT IS 13.3 FEET
 AX1957'NORTHWEST OF THE CENTERLINE OF A DIRT TRACK ROAD LEADING SOUTHWEST TO
 AX1957'A FARM HOUSE, AND 3.6 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1957'POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1957
 AX1957                          STATION RECOVERY (1961)
 AX1957
 AX1957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1981 ***********************************************************************
 AX1981  DESIGNATION -  Y 858
 AX1981  PID         -  AX1981
 AX1981  STATE/COUNTY-  TX/DE WITT
 AX1981  USGS QUAD   -  GARFIELD (1987)
 AX1981
 AX1981                         *CURRENT SURVEY CONTROL
 AX1981  ___________________________________________________________________
 AX1981* NAD 83(1986)-  29 04 39.     (N)    097 38 11.     (W)     SCALED    
 AX1981* NAVD 88     -       142.97   (+/-2cm)     469.1    (feet)  VERTCON   
 AX1981  ___________________________________________________________________
 AX1981  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AX1981
 AX1981  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1981
 AX1981.The horizontal coordinates were scaled from a topographic map and have
 AX1981.an estimated accuracy of +/- 6 seconds.
 AX1981
 AX1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1981.The vertical order pertains to the NGVD 29 superseded value.
 AX1981
 AX1981.The geoid height was determined by GEOID03.
 AX1981
 AX1981;                    North         East    Units  Estimated Accuracy
 AX1981;SPC TXSC     - 4,138,660.      732,750.      MT  (+/- 180 meters Scaled)
 AX1981
 AX1981                          SUPERSEDED SURVEY CONTROL
 AX1981
 AX1981  NGVD 29 (??/??/92)  142.943  (m)          468.97   (f) ADJ UNCH    2 0
 AX1981
 AX1981.Superseded values are not recommended for survey control.
 AX1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1981.See file dsdata.txt to determine how the superseded data were derived.
 AX1981
 AX1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT327173(NAD 83)
 AX1981_MARKER: DB = BENCH MARK DISK
 AX1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1981_STAMPING: Y 858 1943
 AX1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1981+STABILITY: SURFACE MOTION
 AX1981
 AX1981  HISTORY     - Date     Condition        Report By
 AX1981  HISTORY     - 1943     MONUMENTED       CGS
 AX1981
 AX1981                          STATION DESCRIPTION
 AX1981
 AX1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1981'1.0 MI S FROM DAVY.
 AX1981'TO REACH FROM THE ONLY COTTON GIN AT DAVY, PROCEED 0.25 MILE WESTERLY
 AX1981'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING SOUTH,
 AX1981'THENCE 0.75 MILE SOUTHERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.
 AX1981'BENCH MARK IS 0.1 MILE SOUTH OF THE WEST END OF A DOUBLE TURN IN THE
 AX1981'ROAD.  IT IS 24.5 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1981'CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN
 AX1981'MARKER POST AND 2.5 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE. MONUMENT
 AX1981'PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1972 ***********************************************************************
 AX1972  DESIGNATION -  Y 859
 AX1972  PID         -  AX1972
 AX1972  STATE/COUNTY-  TX/GONZALES
 AX1972  USGS QUAD   -  SAMPLE (1987)
 AX1972
 AX1972                         *CURRENT SURVEY CONTROL
 AX1972  ___________________________________________________________________
 AX1972* NAD 83(1986)-  29 09 31.     (N)    097 32 32.     (W)     SCALED    
 AX1972* NAVD 88     -       103.45   (+/-2cm)     339.4    (feet)  VERTCON   
 AX1972  ___________________________________________________________________
 AX1972  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AX1972
 AX1972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1972
 AX1972.The horizontal coordinates were scaled from a topographic map and have
 AX1972.an estimated accuracy of +/- 6 seconds.
 AX1972
 AX1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1972.The vertical order pertains to the NGVD 29 superseded value.
 AX1972
 AX1972.The geoid height was determined by GEOID03.
 AX1972
 AX1972;                    North         East    Units  Estimated Accuracy
 AX1972;SPC TXSC     - 4,147,760.      741,800.      MT  (+/- 180 meters Scaled)
 AX1972
 AX1972                          SUPERSEDED SURVEY CONTROL
 AX1972
 AX1972  NGVD 29 (??/??/92)  103.434  (m)          339.35   (f) ADJ UNCH    2 0
 AX1972
 AX1972.Superseded values are not recommended for survey control.
 AX1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1972.See file dsdata.txt to determine how the superseded data were derived.
 AX1972
 AX1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT417264(NAD 83)
 AX1972_MARKER: DB = BENCH MARK DISK
 AX1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1972_STAMPING: Y 859 1943
 AX1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1972+STABILITY: SURFACE MOTION
 AX1972
 AX1972  HISTORY     - Date     Condition        Report By
 AX1972  HISTORY     - 1943     MONUMENTED       CGS
 AX1972
 AX1972                          STATION DESCRIPTION
 AX1972
 AX1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1972'4.05 MI NE FROM NOPAL.
 AX1972'TO REACH FROM THE POST OFFICE AT NOPAL, PROCEED 4.05 MILES
 AX1972'NORTHEASTERLY ALONG A DIRT ROAD TO A T FENCE ON THE NORTHEAST SLOPE OF
 AX1972'A HILL AND SITE OF BENCH MARK.  BENCH MARK IS 23.6 FEET NORTHWEST OF
 AX1972'AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS 26.4 FEET
 AX1972'NORTHEAST OF AND ACROSS THE ROAD FROM THE CENTERLINE OF A DIRT TRACK
 AX1972'ROAD LEADING SOUTHEAST TO A FARM HOUSE, 5.1 FEET WEST OF A T FENCE
 AX1972'CORNER POST AND 2.7 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1972'POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1399 ***********************************************************************
 BY1399  DESIGNATION -  Y 86
 BY1399  PID         -  BY1399
 BY1399  STATE/COUNTY-  TX/HOUSTON
 BY1399  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1399
 BY1399                         *CURRENT SURVEY CONTROL
 BY1399  ___________________________________________________________________
 BY1399* NAD 83(1986)-  31 06 05.     (N)    095 25 55.     (W)     SCALED    
 BY1399* NAVD 88     -        78.054  (meters)     256.08   (feet)  ADJUSTED  
 BY1399  ___________________________________________________________________
 BY1399  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1399  DYNAMIC HT  -          77.956 (meters)     255.76  (feet)  COMP
 BY1399  MODELED GRAV-     979,375.6   (mgal)                       NAVD 88
 BY1399
 BY1399  VERT ORDER  -  FIRST     CLASS II
 BY1399
 BY1399.The horizontal coordinates were scaled from a topographic map and have
 BY1399.an estimated accuracy of +/- 6 seconds.
 BY1399
 BY1399.The orthometric height was determined by differential leveling
 BY1399.and adjusted by the National Geodetic Survey in June 1991..
 BY1399
 BY1399.The geoid height was determined by GEOID03.
 BY1399
 BY1399.The dynamic height is computed by dividing the NAVD 88
 BY1399.geopotential number by the normal gravity value computed on the
 BY1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1399.degrees latitude (g = 980.6199 gals.).
 BY1399
 BY1399.The modeled gravity was interpolated from observed gravity values.
 BY1399
 BY1399;                    North         East    Units  Estimated Accuracy
 BY1399;SPC TX C     - 3,169,350.    1,167,400.      MT  (+/- 180 meters Scaled)
 BY1399
 BY1399                          SUPERSEDED SURVEY CONTROL
 BY1399
 BY1399  NGVD 29 (??/??/92)   78.077  (m)          256.16   (f) ADJ UNCH    1 2
 BY1399
 BY1399.Superseded values are not recommended for survey control.
 BY1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1399.See file dsdata.txt to determine how the superseded data were derived.
 BY1399
 BY1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ680433(NAD 83)
 BY1399_MARKER: DB = BENCH MARK DISK
 BY1399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1399_SP_SET: ABUTMENT
 BY1399_STAMPING: Y 86 1932 256.279
 BY1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1399
 BY1399  HISTORY     - Date     Condition        Report By
 BY1399  HISTORY     - 1932     MONUMENTED       CGS
 BY1399  HISTORY     - 1960     GOOD             NGS
 BY1399  HISTORY     - 1979     GOOD             NGS
 BY1399
 BY1399                          STATION DESCRIPTION
 BY1399
 BY1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1399'2.0 MI SE FROM LOVELADY.
 BY1399'ABOUT 2.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1399'STATION AT LOVELADY, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 BY1399'CONCRETE ABUTMENT OF THE STATE HIGHWAY 45 UNDERPASS, 4 1/2 POLES
 BY1399'SOUTHEAST OF MILEPOST 53, 7 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 BY1399'1.8 FEET EAST OF THE EAST CORNER OF A STEEL GIRDER AND ABOUT 1 1/2
 BY1399'FEET BELOW THE LEVEL OF THE TRACK.
 BY1399
 BY1399                          STATION RECOVERY (1979)
 BY1399
 BY1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1399'3.0 KM. (1.85 MI.) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 19 FROM THE
 BY1399'JUNCTION OF FARM ROADS 1280 AND 230 IN LOVELADY, IN TOP OF THE
 BY1399'SOUTHEAST ONE OF TWO CONCRETE 0.6-M. BY 0.6-M. FOOTINGS OF AN OLD
 BY1399'BRIDGE, WHICH ARE NOW FLUSH WITH THE RAILROAD BED, 45.7 M. (150 FT.)
 BY1399'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND NEW OVERPASS
 BY1399'BRIDGE, 2.3 M. (7.6 FT.) NORTHEAST OF THE NORTHEAST RAIL OF THE
 BY1399'MISSOURI PACIFIC RAILROAD.
 BY1399'THE MARK IS 0.3 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1400 ***********************************************************************
 BY1400  DESIGNATION -  Y 86 RESET 1962
 BY1400  PID         -  BY1400
 BY1400  STATE/COUNTY-  TX/HOUSTON
 BY1400  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1400
 BY1400                         *CURRENT SURVEY CONTROL
 BY1400  ___________________________________________________________________
 BY1400* NAD 83(1986)-  31 06 04.     (N)    095 25 55.     (W)     SCALED    
 BY1400* NAVD 88     -        86.71   (meters)     284.5    (feet)  RESET     
 BY1400  ___________________________________________________________________
 BY1400  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1400
 BY1400  VERT ORDER  -  THIRD
 BY1400
 BY1400.The horizontal coordinates were scaled from a topographic map and have
 BY1400.an estimated accuracy of +/- 6 seconds.
 BY1400
 BY1400.The orthometric height was computed from unverified reset data.
 BY1400
 BY1400.The geoid height was determined by GEOID03.
 BY1400
 BY1400;                    North         East    Units  Estimated Accuracy
 BY1400;SPC TX C     - 3,169,310.    1,167,400.      MT  (+/- 180 meters Scaled)
 BY1400
 BY1400                          SUPERSEDED SURVEY CONTROL
 BY1400
 BY1400.No superseded survey control is available for this station.
 BY1400
 BY1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ680433(NAD 83)
 BY1400_MARKER: DB = BENCH MARK DISK
 BY1400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1400_SP_SET: BRIDGE
 BY1400_STAMPING: Y 86 RESET 1962
 BY1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1400
 BY1400  HISTORY     - Date     Condition        Report By
 BY1400  HISTORY     - 1962     MONUMENTED       CGS
 BY1400
 BY1400                          STATION DESCRIPTION
 BY1400
 BY1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BY1400'2.0 MI SE FROM LOVELADY.
 BY1400'ABOUT 2 MILES SOUTHEAST ALONG S. H. 19 FROM LOVELADY, AT ITS
 BY1400'INTERSECTION WITH THE MISSOURI PACIFIC RAILROAD (AN OVERPASS) IN THE
 BY1400'NORTHEAST ABUTMENT WING, A STANDARD DISK STAMPED Y 86 RESET 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0127 ***********************************************************************
 AX0127  DESIGNATION -  Y 860
 AX0127  PID         -  AX0127
 AX0127  STATE/COUNTY-  TX/COLORADO
 AX0127  USGS QUAD   -  ALTAIR (1981)
 AX0127
 AX0127                         *CURRENT SURVEY CONTROL
 AX0127  ___________________________________________________________________
 AX0127* NAD 83(1986)-  29 34 06.     (N)    096 28 47.     (W)     SCALED    
 AX0127* NAVD 88     -        63.34   (+/-2cm)     207.8    (feet)  VERTCON   
 AX0127  ___________________________________________________________________
 AX0127  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0127
 AX0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0127
 AX0127.The horizontal coordinates were scaled from a topographic map and have
 AX0127.an estimated accuracy of +/- 6 seconds.
 AX0127
 AX0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0127.The vertical order pertains to the NGVD 29 superseded value.
 AX0127
 AX0127.The geoid height was determined by GEOID03.
 AX0127
 AX0127;                    North         East    Units  Estimated Accuracy
 AX0127;SPC TXSC     - 4,194,920.      844,170.      MT  (+/- 180 meters Scaled)
 AX0127
 AX0127                          SUPERSEDED SURVEY CONTROL
 AX0127
 AX0127  NGVD 29 (??/??/92)   63.332  (m)          207.78   (f) ADJ UNCH    2 0
 AX0127
 AX0127.Superseded values are not recommended for survey control.
 AX0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0127.See file dsdata.txt to determine how the superseded data were derived.
 AX0127
 AX0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT441736(NAD 83)
 AX0127_MARKER: DB = BENCH MARK DISK
 AX0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0127_STAMPING: Y 860 1943
 AX0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0127+STABILITY: SURFACE MOTION
 AX0127
 AX0127  HISTORY     - Date     Condition        Report By
 AX0127  HISTORY     - 1943     MONUMENTED       CGS
 AX0127
 AX0127                          STATION DESCRIPTION
 AX0127
 AX0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0127'6.1 MI NE FROM ROCK ISLAND.
 AX0127'ABOUT 6.1 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AX0127'FROM THE STATION AT ROCK ISLAND, COLORADO COUNTY, ABOUT 1.1 MILES WEST
 AX0127'OF THE STATION AT ALTAIR, 1.9 FEET WEST OF THE FOURTH POLE EAST OF
 AX0127'MILEPOST 71, 43.7 FEET NORTH OF THE NORTH RAIL, 35 FEET SOUTH OF THE
 AX0127'CENTER LINE OF A ROAD PARALLELING THE TRACK, IN LINE WITH A ROW OF
 AX0127'POLES, AND 1.8 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AX0127'DISK, STAMPED Y 860 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX0127'PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0906 ***********************************************************************
 AN0906  DESIGNATION -  Y 862
 AN0906  PID         -  AN0906
 AN0906  STATE/COUNTY-  TX/VICTORIA
 AN0906  USGS QUAD   -  LOTT LAKE (1987)
 AN0906
 AN0906                         *CURRENT SURVEY CONTROL
 AN0906  ___________________________________________________________________
 AN0906* NAD 83(1986)-  28 33 39.     (N)    097 08 51.     (W)     SCALED    
 AN0906* NAVD 88     -        18.42   (+/-2cm)      60.4    (feet)  VERTCON   
 AN0906  ___________________________________________________________________
 AN0906  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0906
 AN0906  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0906
 AN0906.The horizontal coordinates were scaled from a topographic map and have
 AN0906.an estimated accuracy of +/- 6 seconds.
 AN0906
 AN0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0906.The vertical order pertains to the NGVD 29 superseded value.
 AN0906
 AN0906.The geoid height was determined by GEOID03.
 AN0906
 AN0906;                    North         East    Units  Estimated Accuracy
 AN0906;SPC TXSC     - 4,082,060.      781,250.      MT  (+/- 180 meters Scaled)
 AN0906
 AN0906                          SUPERSEDED SURVEY CONTROL
 AN0906
 AN0906  NGVD 29 (??/??/92)   18.548  (m)           60.85   (f) ADJ UNCH    2 0
 AN0906
 AN0906.Superseded values are not recommended for survey control.
 AN0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0906.See file dsdata.txt to determine how the superseded data were derived.
 AN0906
 AN0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS812607(NAD 83)
 AN0906_MARKER: DB = BENCH MARK DISK
 AN0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0906_STAMPING: Y 862 1943
 AN0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0906+STABILITY: SURFACE MOTION
 AN0906
 AN0906  HISTORY     - Date     Condition        Report By
 AN0906  HISTORY     - 1943     MONUMENTED       CGS
 AN0906  HISTORY     - 1962     GOOD             USGS
 AN0906
 AN0906                          STATION DESCRIPTION
 AN0906
 AN0906'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AN0906'9.6 MI W FROM MCFADDIN.
 AN0906'MC FADDIN DEPOT 1.9 MI. W. ALONG FARM ROAD 445 TO U.S. HWY 77 AND SAN
 AN0906'ANTONIO RIVER ROAD.  THENCE W. 5.7 MI. ALONG SAN ANTONIO RIVER ROAD TO
 AN0906'DIRT ROAD SW.  THENCE SW 2.0 MI. ON DIRT ROAD PAST O.C. MATTHEWS HOUSE
 AN0906'AND DIRT ROAD LEADING TO OLD RIVER BRIDGE TO DIM Y RD. SW.  417 FT. SW
 AN0906'OF Y RD.  12 FT. NE ALONG A NE FENCE LINE AND 1.7 FT. W. OF GATE IN
 AN0906'FENCE 7.5 FT. N. OF A 37 IN. TRIANGULAR BLAZE OAK TREE. STANDARD
 AN0906'TABLET SET IN TOP OF CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
 AN0906'STAMPED Y 862 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1510 ***********************************************************************
 AN1510  DESIGNATION -  Y 863
 AN1510  PID         -  AN1510
 AN1510  STATE/COUNTY-  TX/SAN PATRICIO
 AN1510  USGS QUAD   -  SINTON WEST (1979)
 AN1510
 AN1510                         *CURRENT SURVEY CONTROL
 AN1510  ___________________________________________________________________
 AN1510* NAD 83(1986)-  28 04 14.     (N)    097 32 01.     (W)     SCALED    
 AN1510* NAVD 88     -        18.56   (+/-2cm)      60.9    (feet)  VERTCON   
 AN1510  ___________________________________________________________________
 AN1510  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1510
 AN1510  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1510
 AN1510.The horizontal coordinates were scaled from a topographic map and have
 AN1510.an estimated accuracy of +/- 6 seconds.
 AN1510
 AN1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1510.The vertical order pertains to the NGVD 29 superseded value.
 AN1510
 AN1510.The geoid height was determined by GEOID03.
 AN1510
 AN1510;                    North         East    Units  Estimated Accuracy
 AN1510;SPC TX S     - 5,266,710.      395,000.      MT  (+/- 180 meters Scaled)
 AN1510
 AN1510                          SUPERSEDED SURVEY CONTROL
 AN1510
 AN1510  NGVD 29 (??/??/92)   18.71   (m)           61.4    (f) COMPUTED    1 2
 AN1510
 AN1510.Superseded values are not recommended for survey control.
 AN1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1510.See file dsdata.txt to determine how the superseded data were derived.
 AN1510
 AN1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS440058(NAD 83)
 AN1510_MARKER: DB = BENCH MARK DISK
 AN1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1510_STAMPING: Y-863 1943
 AN1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1510+STABILITY: SURFACE MOTION
 AN1510
 AN1510  HISTORY     - Date     Condition        Report By
 AN1510  HISTORY     - 1943     MONUMENTED       CGS
 AN1510  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1510  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1510  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1510
 AN1510                          STATION DESCRIPTION
 AN1510
 AN1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1510'2.7 MI NW FROM SINTON.
 AN1510'2.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1510'STATION AT SINTON, SET ON THE SOUTHWEST SIDE OF TRACK FROM THE 4TH.
 AN1510'POLE NORTHWEST OF MILEPOST NO. 120, 42 FEET SOUTHWEST OF THE SOUTHWEST
 AN1510'RAIL OF THE TRACK, 35 FEET NORTHEAST OF THE CENTER-LINE OF U.S.
 AN1510'HIGHWAY NO. 181, 2 FEET NORTHWEST OF REFERENCE POST.  BENCH MARK DISK
 AN1510'SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE
 AN1510'GROUND.
 AN1510
 AN1510                          STATION RECOVERY (1974)
 AN1510
 AN1510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1510'MARK NOT FOUND.
 AN1510
 AN1510                          STATION RECOVERY (1981)
 AN1510
 AN1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1510'SEARCHED FOR, NOT RECOVERED.
 AN1510
 AN1510                          STATION RECOVERY (1996)
 AN1510
 AN1510'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1445 ***********************************************************************
 AN1445  DESIGNATION -  Y 864
 AN1445  PID         -  AN1445
 AN1445  STATE/COUNTY-  TX/REFUGIO
 AN1445  USGS QUAD   -  REFUGIO (1979)
 AN1445
 AN1445                         *CURRENT SURVEY CONTROL
 AN1445  ___________________________________________________________________
 AN1445* NAD 83(1986)-  28 15 31.     (N)    097 20 45.     (W)     SCALED    
 AN1445* NAVD 88     -        14.90   (+/-2cm)      48.9    (feet)  VERTCON   
 AN1445  ___________________________________________________________________
 AN1445  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1445
 AN1445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1445
 AN1445.The horizontal coordinates were scaled from a topographic map and have
 AN1445.an estimated accuracy of +/- 6 seconds.
 AN1445
 AN1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1445.The vertical order pertains to the NGVD 29 superseded value.
 AN1445
 AN1445.The geoid height was determined by GEOID03.
 AN1445
 AN1445;                    North         East    Units  Estimated Accuracy
 AN1445;SPC TXSC     - 4,048,280.      762,320.      MT  (+/- 180 meters Scaled)
 AN1445
 AN1445                          SUPERSEDED SURVEY CONTROL
 AN1445
 AN1445  NGVD 29 (??/??/92)   15.06   (m)           49.4    (f) COMPUTED    2 0
 AN1445
 AN1445.Superseded values are not recommended for survey control.
 AN1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1445.See file dsdata.txt to determine how the superseded data were derived.
 AN1445
 AN1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS622269(NAD 83)
 AN1445_MARKER: DB = BENCH MARK DISK
 AN1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1445_STAMPING: Y 864 1943
 AN1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1445+STABILITY: SURFACE MOTION
 AN1445
 AN1445  HISTORY     - Date     Condition        Report By
 AN1445  HISTORY     - 1943     MONUMENTED       CGS
 AN1445  HISTORY     - 1978     GOOD             NGS
 AN1445  HISTORY     - 19990724 GOOD             USPSQD
 AN1445
 AN1445                          STATION DESCRIPTION
 AN1445
 AN1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1445'1.7 MI NW FROM WOODSBORO.
 AN1445'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE MISSOURI PACIFIC
 AN1445'RAILROAD STATION AT WOODSBORO, REFUGIO COUNTY, THENCE 1.4 MILES
 AN1445'NORTHWEST ALONG A COUNTY ROAD.  52 FEET SOUTHWEST OF THE CENTERLINE OF
 AN1445'THE ROAD, 50 FEET WEST OF THE WEST CORNER OF A LARGE WOODEN BRIDGE,
 AN1445'1.3 FEET SOUTHWEST OF A FENCE, AND 1.7 FEET SOUTHEAST OF A WHITE
 AN1445'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Y 864 1943 AND SET IN
 AN1445'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AN1445
 AN1445                          STATION RECOVERY (1978)
 AN1445
 AN1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1445'RECOVERED IN GOOD CONDITION.
 AN1445
 AN1445                          STATION RECOVERY (1999)
 AN1445
 AN1445'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4755 ***********************************************************************
 AW4755  DESIGNATION -  Y 865
 AW4755  PID         -  AW4755
 AW4755  STATE/COUNTY-  TX/FORT BEND
 AW4755  USGS QUAD   -  SUGAR LAND (1995)
 AW4755
 AW4755                         *CURRENT SURVEY CONTROL
 AW4755  ___________________________________________________________________
 AW4755* NAD 83(1986)-  29 32 53.     (N)    095 44 52.     (W)     SCALED    
 AW4755* NAVD 88     -        28.80   (+/-2cm)      94.5    (feet)  VERTCON   
 AW4755  ___________________________________________________________________
 AW4755  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4755
 AW4755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4755
 AW4755.The horizontal coordinates were scaled from a topographic map and have
 AW4755.an estimated accuracy of +/- 6 seconds.
 AW4755
 AW4755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4755.The vertical order pertains to the NGVD 29 superseded value.
 AW4755
 AW4755.The geoid height was determined by GEOID03.
 AW4755
 AW4755;                    North         East    Units  Estimated Accuracy
 AW4755;SPC TXSC     - 4,194,420.      915,130.      MT  (+/- 180 meters Scaled)
 AW4755
 AW4755                          SUPERSEDED SURVEY CONTROL
 AW4755
 AW4755  NGVD 29 (??/??/92)   28.800  (m)           94.49   (f) ADJ UNCH    2 0
 AW4755
 AW4755.Superseded values are not recommended for survey control.
 AW4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4755.See file dsdata.txt to determine how the superseded data were derived.
 AW4755
 AW4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN337718(NAD 83)
 AW4755_MARKER: DB = BENCH MARK DISK
 AW4755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4755_STAMPING: Y 865 1943
 AW4755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4755+STABILITY: SURFACE MOTION
 AW4755
 AW4755  HISTORY     - Date     Condition        Report By
 AW4755  HISTORY     - 1943     MONUMENTED       CGS
 AW4755  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4755  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4755
 AW4755                          STATION DESCRIPTION
 AW4755
 AW4755'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4755'2.3 MI SE FROM RICHMOND.
 AW4755'2.3 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AW4755'THE STATION AT RICHMOND, FORT BEND COUNTY, OPPOSITE MILE POLE 61, 59.4
 AW4755'FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD PARALLELING THE
 AW4755'TRACK, 1.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 1.9 FEET
 AW4755'NORTHWEST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 AW4755'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AW4755
 AW4755                          STATION RECOVERY (1990)
 AW4755
 AW4755'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW4755'MARK NOT FOUND.
 AW4755
 AW4755                          STATION RECOVERY (1993)
 AW4755
 AW4755'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1719 ***********************************************************************
 AX1719  DESIGNATION -  Y 866
 AX1719  PID         -  AX1719
 AX1719  STATE/COUNTY-  TX/DE WITT
 AX1719  USGS QUAD   -  TERRYVILLE (1987)
 AX1719
 AX1719                         *CURRENT SURVEY CONTROL
 AX1719  ___________________________________________________________________
 AX1719* NAD 83(1986)-  29 09 59.     (N)    097 07 30.     (W)     SCALED    
 AX1719* NAVD 88     -        66.51   (+/-2cm)     218.2    (feet)  VERTCON   
 AX1719  ___________________________________________________________________
 AX1719  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX1719
 AX1719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1719
 AX1719.The horizontal coordinates were scaled from a topographic map and have
 AX1719.an estimated accuracy of +/- 6 seconds.
 AX1719
 AX1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1719.The vertical order pertains to the NGVD 29 superseded value.
 AX1719
 AX1719.The geoid height was determined by GEOID03.
 AX1719
 AX1719;                    North         East    Units  Estimated Accuracy
 AX1719;SPC TXSC     - 4,149,200.      782,370.      MT  (+/- 180 meters Scaled)
 AX1719
 AX1719                          SUPERSEDED SURVEY CONTROL
 AX1719
 AX1719  NGVD 29 (??/??/92)   66.518  (m)          218.23   (f) ADJ UNCH    2 0
 AX1719
 AX1719.Superseded values are not recommended for survey control.
 AX1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1719.See file dsdata.txt to determine how the superseded data were derived.
 AX1719
 AX1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT823278(NAD 83)
 AX1719_MARKER: DB = BENCH MARK DISK
 AX1719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1719_SP_SET: CULVERT
 AX1719_STAMPING: Y 866 1943
 AX1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1719
 AX1719  HISTORY     - Date     Condition        Report By
 AX1719  HISTORY     - 1943     MONUMENTED       CGS
 AX1719  HISTORY     - 1961     GOOD             NGS
 AX1719
 AX1719                          STATION DESCRIPTION
 AX1719
 AX1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1719'0.4 MI NE FROM STRATTON.
 AX1719'TO REACH FROM THE T-ROAD JUNCTION IN THE VILLAGE OF STRATTON, GO
 AX1719'NORTHEAST ON FARM ROAD 1447 FOR 0.3 MILE TO A GRAVEL SIDE ROAD ON THE
 AX1719'RIGHT. TURN RIGHT, GO 0.05 MILE TO A T-ROAD JUNCTION.  TURN LEFT, GO
 AX1719'0.1 MILE TO CULVERT AND THE BENCH MARK IN THE SOUTHWEST END OF THE
 AX1719'NORTHWEST HEADWALL OF CONCRETE CULVERT, 15 FEET NORTHWEST OF THE
 AX1719'CENTER OF ROAD, AND ABOUT 6 INCHES ABOVE THE ROAD.  A STANDARD DISK
 AX1719'CEMENTED IN A DRILL HOLE IN THE HEADWALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0838 ***********************************************************************
 AX0838  DESIGNATION -  Y 867
 AX0838  PID         -  AX0838
 AX0838  STATE/COUNTY-  TX/LAVACA
 AX0838  USGS QUAD   -  HOPE (1981)
 AX0838
 AX0838                         *CURRENT SURVEY CONTROL
 AX0838  ___________________________________________________________________
 AX0838* NAD 83(1986)-  29 10 37.     (N)    096 59 28.     (W)     SCALED    
 AX0838* NAVD 88     -        53.89   (+/-2cm)     176.8    (feet)  VERTCON   
 AX0838  ___________________________________________________________________
 AX0838  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0838
 AX0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0838
 AX0838.The horizontal coordinates were scaled from a topographic map and have
 AX0838.an estimated accuracy of +/- 6 seconds.
 AX0838
 AX0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0838.The vertical order pertains to the NGVD 29 superseded value.
 AX0838
 AX0838.The geoid height was determined by GEOID03.
 AX0838
 AX0838;                    North         East    Units  Estimated Accuracy
 AX0838;SPC TXSC     - 4,150,590.      795,370.      MT  (+/- 180 meters Scaled)
 AX0838
 AX0838                          SUPERSEDED SURVEY CONTROL
 AX0838
 AX0838  NGVD 29 (??/??/92)   53.908  (m)          176.86   (f) ADJ UNCH    2 0
 AX0838
 AX0838.Superseded values are not recommended for survey control.
 AX0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0838.See file dsdata.txt to determine how the superseded data were derived.
 AX0838
 AX0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT953292(NAD 83)
 AX0838_MARKER: DB = BENCH MARK DISK
 AX0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0838_STAMPING: Y 867 1943
 AX0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0838+STABILITY: SURFACE MOTION
 AX0838
 AX0838  HISTORY     - Date     Condition        Report By
 AX0838  HISTORY     - 1943     MONUMENTED       CGS
 AX0838  HISTORY     - 1966     GOOD             USGS
 AX0838  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0838
 AX0838                          STATION DESCRIPTION
 AX0838
 AX0838'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0838'0.9 MI SW FROM HOPE.
 AX0838'0.9 MI. SW ALONG ROADS FROM BAPTIST CHURCH AT HOPE, LAVACA CO. TO
 AX0838'STATE HWY. 111.  THENCE 1.5 MI. SE ALONG STATE HWY. 111 TO U.S. 77.
 AX0838'THENCE 1.9 MI. SOUTH ALONG U.S.77 TO ROAD NW.  THENCE 0.65 MI. NW
 AX0838'ALONG RD. TO SHARP BEND TO SW AND JCT. OF TRACK ROAD NW.  140 FT. NW
 AX0838'OF CENTERLINE OF ROAD JCT. 75 FT. E OF TRACK RD. 28.5 NE OF A 22 INCH
 AX0838'OAK TREE AND A FENCE CORNER, 3 FT SW OF A WHITE WOODEN WITNESS POST, A
 AX0838'STANDARD DISK, STAMPED Y 867 1943 AND SET IN TOP OF A POST PROJECTING
 AX0838'0.3 FT. ABOVE GROUND.
 AX0838
 AX0838                          STATION RECOVERY (1997)
 AX0838
 AX0838'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0776 ***********************************************************************
 AX0776  DESIGNATION -  Y 868
 AX0776  PID         -  AX0776
 AX0776  STATE/COUNTY-  TX/LAVACA
 AX0776  USGS QUAD   -  MORALES (1981)
 AX0776
 AX0776                         *CURRENT SURVEY CONTROL
 AX0776  ___________________________________________________________________
 AX0776* NAD 83(1986)-  29 12 20.     (N)    096 50 18.     (W)     SCALED    
 AX0776* NAVD 88     -        45.24   (+/-2cm)     148.4    (feet)  VERTCON   
 AX0776  ___________________________________________________________________
 AX0776  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0776
 AX0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0776
 AX0776.The horizontal coordinates were scaled from a topographic map and have
 AX0776.an estimated accuracy of +/- 6 seconds.
 AX0776
 AX0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0776.The vertical order pertains to the NGVD 29 superseded value.
 AX0776
 AX0776.The geoid height was determined by GEOID03.
 AX0776
 AX0776;                    North         East    Units  Estimated Accuracy
 AX0776;SPC TXSC     - 4,154,020.      810,170.      MT  (+/- 180 meters Scaled)
 AX0776
 AX0776                          SUPERSEDED SURVEY CONTROL
 AX0776
 AX0776  NGVD 29 (??/??/92)   45.273  (m)          148.53   (f) ADJ UNCH    2 0
 AX0776
 AX0776.Superseded values are not recommended for survey control.
 AX0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0776.See file dsdata.txt to determine how the superseded data were derived.
 AX0776
 AX0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT101326(NAD 83)
 AX0776_MARKER: DB = BENCH MARK DISK
 AX0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0776_STAMPING: Y 868 1943
 AX0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0776+STABILITY: SURFACE MOTION
 AX0776
 AX0776  HISTORY     - Date     Condition        Report By
 AX0776  HISTORY     - 1943     MONUMENTED       CGS
 AX0776
 AX0776                          STATION DESCRIPTION
 AX0776
 AX0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0776'7.05 MI SE FROM EZZELL.
 AX0776'TO REACH FROM THE SCHOOL AT EZZELL-- PROCEED 7.05 MILES SOUTHEASTERLY
 AX0776'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE
 AX0776'NORTH OF THE CREOLE SCHOOL, AND ABOUT 0.1 MILE SOUTH OF A SMALL WOODEN
 AX0776'BRIDGE OVER A SMALL CREEK.  IT IS 32.0 FEET NORTH OF THE CENTERLINE OF
 AX0776'A TRACK ROAD LEADING EAST, 24.0 FEET EAST OF AND ABOUT 2.0 FEET ABOVE
 AX0776'THE CENTERLINE OF ROAD, 15.5 FEET SOUTHEAST OF A 14-INCH OAK TREE, AND
 AX0776'3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.3
 AX0776'FOOT.  STAMPED Y 868 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0875 ***********************************************************************
 AX0875  DESIGNATION -  Y 869
 AX0875  PID         -  AX0875
 AX0875  STATE/COUNTY-  TX/LAVACA
 AX0875  USGS QUAD   -  PECK BRANCH (1981)
 AX0875
 AX0875                         *CURRENT SURVEY CONTROL
 AX0875  ___________________________________________________________________
 AX0875* NAD 83(1986)-  29 04 54.     (N)    096 56 10.     (W)     SCALED    
 AX0875* NAVD 88     -        45.17   (+/-2cm)     148.2    (feet)  VERTCON   
 AX0875  ___________________________________________________________________
 AX0875  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0875
 AX0875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0875
 AX0875.The horizontal coordinates were scaled from a topographic map and have
 AX0875.an estimated accuracy of +/- 6 seconds.
 AX0875
 AX0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0875.The vertical order pertains to the NGVD 29 superseded value.
 AX0875
 AX0875.The geoid height was determined by GEOID03.
 AX0875
 AX0875;                    North         East    Units  Estimated Accuracy
 AX0875;SPC TXSC     - 4,140,120.      800,910.      MT  (+/- 180 meters Scaled)
 AX0875
 AX0875                          SUPERSEDED SURVEY CONTROL
 AX0875
 AX0875  NGVD 29 (??/??/92)   45.205  (m)          148.31   (f) ADJ UNCH    2 0
 AX0875
 AX0875.Superseded values are not recommended for survey control.
 AX0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0875.See file dsdata.txt to determine how the superseded data were derived.
 AX0875
 AX0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT008187(NAD 83)
 AX0875_MARKER: DB = BENCH MARK DISK
 AX0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0875_STAMPING: Y 869 1943
 AX0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0875+STABILITY: SURFACE MOTION
 AX0875
 AX0875  HISTORY     - Date     Condition        Report By
 AX0875  HISTORY     - 1943     MONUMENTED       CGS
 AX0875
 AX0875                          STATION DESCRIPTION
 AX0875
 AX0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0875'12.4 MI S FROM HOPE.
 AX0875'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 10.35 MILES
 AX0875'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO A SIDE ROAD INTERSECTION
 AX0875'LEADING SOUTHEAST, THENCE 2.05 MILES SOUTHEASTERLY TO SITE OF BENCH
 AX0875'MARK.  BENCH MARK IS ABOUT 0.35 MILE SOUTHEAST OF A SMALL RAVINE, AND
 AX0875'22.2 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX0875'OF ROAD.  IT IS 3.7 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.0
 AX0875'FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AX0875'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0780 ***********************************************************************
 AN0780  DESIGNATION -  Y 870
 AN0780  PID         -  AN0780
 AN0780  STATE/COUNTY-  TX/VICTORIA
 AN0780  USGS QUAD   -  VICTORIA EAST (1995)
 AN0780
 AN0780                         *CURRENT SURVEY CONTROL
 AN0780  ___________________________________________________________________
 AN0780* NAD 83(1986)-  28 51 55.     (N)    096 58 28.     (W)     SCALED    
 AN0780* NAVD 88     -        35.33   (+/-2cm)     115.9    (feet)  VERTCON   
 AN0780  ___________________________________________________________________
 AN0780  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0780
 AN0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0780
 AN0780.The horizontal coordinates were scaled from a topographic map and have
 AN0780.an estimated accuracy of +/- 6 seconds.
 AN0780
 AN0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0780.The vertical order pertains to the NGVD 29 superseded value.
 AN0780
 AN0780.The geoid height was determined by GEOID03.
 AN0780
 AN0780;                    North         East    Units  Estimated Accuracy
 AN0780;SPC TXSC     - 4,116,080.      797,590.      MT  (+/- 180 meters Scaled)
 AN0780
 AN0780                          SUPERSEDED SURVEY CONTROL
 AN0780
 AN0780  NGVD 29 (??/??/92)   35.393  (m)          116.12   (f) ADJ UNCH    2 0
 AN0780
 AN0780.Superseded values are not recommended for survey control.
 AN0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0780.See file dsdata.txt to determine how the superseded data were derived.
 AN0780
 AN0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS975947(NAD 83)
 AN0780_MARKER: DB = BENCH MARK DISK
 AN0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0780_STAMPING: Y 870 1943
 AN0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0780+STABILITY: SURFACE MOTION
 AN0780
 AN0780  HISTORY     - Date     Condition        Report By
 AN0780  HISTORY     - 1943     MONUMENTED       CGS
 AN0780
 AN0780                          STATION DESCRIPTION
 AN0780
 AN0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0780'4.8 MI NE FROM VICTORIA.
 AN0780'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 295 AND U. S.
 AN0780'HIGHWAY NO. 59 AT VICTORIA-- PROCEED 2.75 MILES NORTHERLY ALONG STATE
 AN0780'HIGHWAY NO. 295 TO A DIRT SIDE ROAD INTERSECTION LEADING NORTHEAST,
 AN0780'THENCE 2.05 MILES NORTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AN0780'DIRECTLY ACROSS THE ROAD FROM A FENCE CORNER AND A FENCE LINE LEADING
 AN0780'NORTHWEST, ABOUT 0.4 MILE SOUTHWEST OF A RED WOODEN GATE AND A RANCH
 AN0780'ROAD LEADING SOUTHEAST.  IT IS 24.0 FEET SOUTHEAST OF AND ABOUT THE
 AN0780'SAME ELEVATION AS THE CENTERLINE OF ROAD, 1.3 FEET SOUTHEAST OF THE
 AN0780'RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER
 AN0780'POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0761 ***********************************************************************
 AB0761  DESIGNATION -  Y 871
 AB0761  PID         -  AB0761
 AB0761  STATE/COUNTY-  TX/CAMERON
 AB0761  USGS QUAD   -  HARLINGEN (1983)
 AB0761
 AB0761                         *CURRENT SURVEY CONTROL
 AB0761  ___________________________________________________________________
 AB0761* NAD 83(1986)-  26 11 29.     (N)    097 42 10.     (W)     SCALED    
 AB0761* NAVD 88     -        12.316  (meters)      40.41   (feet)  ADJUSTED  
 AB0761  ___________________________________________________________________
 AB0761  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AB0761  DYNAMIC HT  -          12.296 (meters)      40.34  (feet)  COMP
 AB0761  MODELED GRAV-     979,033.8   (mgal)                       NAVD 88
 AB0761
 AB0761  VERT ORDER  -  FIRST     CLASS II
 AB0761
 AB0761.The horizontal coordinates were scaled from a topographic map and have
 AB0761.an estimated accuracy of +/- 6 seconds.
 AB0761
 AB0761.The orthometric height was determined by differential leveling
 AB0761.and adjusted by the National Geodetic Survey in June 1991..
 AB0761
 AB0761.The geoid height was determined by GEOID03.
 AB0761
 AB0761.The dynamic height is computed by dividing the NAVD 88
 AB0761.geopotential number by the normal gravity value computed on the
 AB0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0761.degrees latitude (g = 980.6199 gals.).
 AB0761
 AB0761.The modeled gravity was interpolated from observed gravity values.
 AB0761
 AB0761;                    North         East    Units  Estimated Accuracy
 AB0761;SPC TX S     - 5,058,390.      379,690.      MT  (+/- 180 meters Scaled)
 AB0761
 AB0761                          SUPERSEDED SURVEY CONTROL
 AB0761
 AB0761.No superseded survey control is available for this station.
 AB0761
 AB0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP296975(NAD 83)
 AB0761_MARKER: DB = BENCH MARK DISK
 AB0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0761_SP_SET: MAN-HOLE
 AB0761_STAMPING: Y 871 1943
 AB0761_MARK LOGO: CGS   
 AB0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0761+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 AB0761
 AB0761  HISTORY     - Date     Condition        Report By
 AB0761  HISTORY     - 1943     MONUMENTED       CGS
 AB0761  HISTORY     - 1981     GOOD             NGS
 AB0761  HISTORY     - 1987     GOOD             USPSQD
 AB0761  HISTORY     - 1988     GOOD             USPSQD
 AB0761  HISTORY     - 19910416 GOOD             USPSQD
 AB0761  HISTORY     - 19930212 GOOD             USPSQD
 AB0761  HISTORY     - 20040119 GOOD             GEOCAC
 AB0761
 AB0761                          STATION DESCRIPTION
 AB0761
 AB0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0761'IN HARLINGEN.
 AB0761'BENCH MARK IS SET HORIZONTALLY IN THE SOUTHWEST CORNER OF A CONCRETE
 AB0761'MAN-HOLE IN THE YARD OF THE INTERNATIONAL BOUNDARY COMMISSION PROPERTY
 AB0761'ON THE EAST SIDE OF G STREET.  IT IS 11.6 FEET NORTHEAST OF THE
 AB0761'NORTHEAST CORNER OF THE OFFICE BUILDING, 6.0 FEET SOUTH OF THE NORTH
 AB0761'FENCE AND 2.8 FEET EAST OF THE EDGE OF CONCRETE SIDEWALK.
 AB0761
 AB0761                          STATION RECOVERY (1981)
 AB0761
 AB0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0761'IN HARLINGEN, ON THE GENERAL SERVICES ADMINISTRATION COMPLEX AT THE
 AB0761'INTERSECTION OF G STREET AND VAN BUREN AVENUE, SET IN THE TOP AT THE
 AB0761'SOUTHWEST CORNER OF A CONCRETE MANHOLE GUARD, 13.7 METERS (45.0 FT)
 AB0761'SOUTH OF THE CENTER OF VAN BUREN AVENUE, 45.7 METERS (150 FT) EAST OF
 AB0761'THE CENTER OF G STREET, 4.3 METERS (14.0 FT) WEST OF THE CENTER OF A
 AB0761'GATE AND ENTRANCE ROAD, 1.8 METERS (6 FT) SOUTH OF THE NORTH CHAIN
 AB0761'LINK FENCE, 3.5 METERS (11.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 AB0761'AN ABANDONED BUILDING.
 AB0761
 AB0761                          STATION RECOVERY (1987)
 AB0761
 AB0761'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0761'RECOVERED IN GOOD CONDITION.
 AB0761
 AB0761                          STATION RECOVERY (1988)
 AB0761
 AB0761'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0761'RECOVERED IN GOOD CONDITION.
 AB0761
 AB0761                          STATION RECOVERY (1991)
 AB0761
 AB0761'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0761'RECOVERED IN GOOD CONDITION.
 AB0761
 AB0761                          STATION RECOVERY (1993)
 AB0761
 AB0761'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0761'RECOVERED IN GOOD CONDITION.
 AB0761
 AB0761                          STATION RECOVERY (2004)
 AB0761
 AB0761'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0395 ***********************************************************************
 AE0395  DESIGNATION -  Y 872
 AE0395  PID         -  AE0395
 AE0395  STATE/COUNTY-  TX/HIDALGO
 AE0395  USGS QUAD   -  LA JOYA (1982)
 AE0395
 AE0395                         *CURRENT SURVEY CONTROL
 AE0395  ___________________________________________________________________
 AE0395* NAD 83(1986)-  26 14 01.     (N)    098 29 03.     (W)     SCALED    
 AE0395* NAVD 88     -        38.087  (meters)     124.96   (feet)  ADJUSTED  
 AE0395  ___________________________________________________________________
 AE0395  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE0395  DYNAMIC HT  -          38.024 (meters)     124.75  (feet)  COMP
 AE0395  MODELED GRAV-     978,987.1   (mgal)                       NAVD 88
 AE0395
 AE0395  VERT ORDER  -  FIRST     CLASS II
 AE0395
 AE0395.The horizontal coordinates were scaled from a topographic map and have
 AE0395.an estimated accuracy of +/- 6 seconds.
 AE0395
 AE0395.The orthometric height was determined by differential leveling
 AE0395.and adjusted by the National Geodetic Survey in June 1991..
 AE0395
 AE0395.The geoid height was determined by GEOID03.
 AE0395
 AE0395.The dynamic height is computed by dividing the NAVD 88
 AE0395.geopotential number by the normal gravity value computed on the
 AE0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0395.degrees latitude (g = 980.6199 gals.).
 AE0395
 AE0395.The modeled gravity was interpolated from observed gravity values.
 AE0395
 AE0395;                    North         East    Units  Estimated Accuracy
 AE0395;SPC TX S     - 5,062,810.      301,580.      MT  (+/- 180 meters Scaled)
 AE0395
 AE0395                          SUPERSEDED SURVEY CONTROL
 AE0395
 AE0395  NGVD 29 (??/??/92)   38.200  (m)          125.33   (f) ADJ UNCH    1 2
 AE0395
 AE0395.Superseded values are not recommended for survey control.
 AE0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0395.See file dsdata.txt to determine how the superseded data were derived.
 AE0395
 AE0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ515016(NAD 83)
 AE0395_MARKER: DB = BENCH MARK DISK
 AE0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0395_STAMPING: Y 872 1943
 AE0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0395+STABILITY: SURFACE MOTION
 AE0395
 AE0395  HISTORY     - Date     Condition        Report By
 AE0395  HISTORY     - 1943     MONUMENTED       CGS
 AE0395  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0395  HISTORY     - 1963     MARK NOT FOUND   USGS
 AE0395  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0395
 AE0395                          STATION DESCRIPTION
 AE0395
 AE0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0395'2.5 MI W FROM PENITAS.
 AE0395'BENCH MARK IS ABOUT 2.5 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AE0395'RAILROAD FROM THE STATION AT PENITAS AND ABOUT 3.5 MILES EAST OF THE
 AE0395'STATION AT SAM FORDYCE.  IT IS ABOUT 0.1 MILE EAST OF MILE POLE NO.
 AE0395'A-50, 60.0 FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD CROSSING
 AE0395'TRACK, 42.0 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD
 AE0395'PARALLELING THE RAILROAD, AND 39.0 FEET NORTH OF AND ABOUT 1.5 FEET
 AE0395'BELOW THE CENTERLINE OF THE TRACKS.  IT IS 3.0 FEET WEST OF A
 AE0395'TELEGRAPH LINE POLE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0395'POST.  THE MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AE0395
 AE0395                          STATION RECOVERY (1961)
 AE0395
 AE0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AE0395'MARK NOT FOUND.
 AE0395
 AE0395                          STATION RECOVERY (1963)
 AE0395
 AE0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AE0395'THIS MARK WAS SEARCHED FOR AND NOT RECOVERED. 2.5 MILES WEST ALONG
 AE0395'THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT PENITAS, HILDAGO
 AE0395'COUNTY, 3.5 MILES EAST OF THE STATION AT SAM FORDYCE, 0.1 MILE EAST
 AE0395'OF MILEPOST A-50, 60 FEET WEST OF THE CENTERLINE OF A PRIVATE
 AE0395'ROAD-CROSSING TRACK, 42 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 AE0395'ROAD PARALLELING THE RAILROAD, 39 FEET NORTH OF AND ABOUT 1.5 FEET
 AE0395'BELOW THE CENTERLINE OF THE TRACKS, 3.0 FEET WEST OF A TELEGRAPH
 AE0395'-LINE POLE, 3.0 FEET EAST OF A 4 X 4-INCH WOODEN MARKER POST AND
 AE0395'PROJECTING 0.4 FOOT.
 AE0395
 AE0395                          STATION RECOVERY (1987)
 AE0395
 AE0395'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1128 ***********************************************************************
 AN1128  DESIGNATION -  Y 874
 AN1128  PID         -  AN1128
 AN1128  STATE/COUNTY-  TX/GOLIAD
 AN1128  USGS QUAD   -  WEESATCHE (1987)
 AN1128
 AN1128                         *CURRENT SURVEY CONTROL
 AN1128  ___________________________________________________________________
 AN1128* NAD 83(1986)-  28 50 12.     (N)    097 26 12.     (W)     SCALED    
 AN1128* NAVD 88     -        84.19   (+/-2cm)     276.2    (feet)  VERTCON   
 AN1128  ___________________________________________________________________
 AN1128  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN1128
 AN1128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1128
 AN1128.The horizontal coordinates were scaled from a topographic map and have
 AN1128.an estimated accuracy of +/- 6 seconds.
 AN1128
 AN1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1128.The vertical order pertains to the NGVD 29 superseded value.
 AN1128
 AN1128.The geoid height was determined by GEOID03.
 AN1128
 AN1128;                    North         East    Units  Estimated Accuracy
 AN1128;SPC TXSC     - 4,112,220.      752,550.      MT  (+/- 180 meters Scaled)
 AN1128
 AN1128                          SUPERSEDED SURVEY CONTROL
 AN1128
 AN1128  NGVD 29 (??/??/92)   84.213  (m)          276.29   (f) ADJ UNCH    2 0
 AN1128
 AN1128.Superseded values are not recommended for survey control.
 AN1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1128.See file dsdata.txt to determine how the superseded data were derived.
 AN1128
 AN1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS525908(NAD 83)
 AN1128_MARKER: DB = BENCH MARK DISK
 AN1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1128_SP_SET: CULVERT
 AN1128_STAMPING: Y 874 1943
 AN1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1128
 AN1128  HISTORY     - Date     Condition        Report By
 AN1128  HISTORY     - 1943     MONUMENTED       CGS
 AN1128
 AN1128                          STATION DESCRIPTION
 AN1128
 AN1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1128'0.9 MI SE FROM WEESATCHE.
 AN1128'TO REACH FROM THE MAIN ROAD INTERSECTION AT WEESATCHE-- PROCEED 0.8
 AN1128'MILE SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK.
 AN1128'BENCH MARK IS 14.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AN1128'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE SOUTHEAST END OF
 AN1128'THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3496 ***********************************************************************
 AW3496  DESIGNATION -  Y 875
 AW3496  PID         -  AW3496
 AW3496  STATE/COUNTY-  TX/HARRIS
 AW3496  USGS QUAD   -  LA PORTE (1982)
 AW3496
 AW3496                         *CURRENT SURVEY CONTROL
 AW3496  ___________________________________________________________________
 AW3496* NAD 83(1986)-  29 42 54.     (N)    095 01 25.     (W)     SCALED    
 AW3496* NAVD 88     -         1.10   (+/-2cm)       3.6    (feet)  VERTCON   
 AW3496  ___________________________________________________________________
 AW3496  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3496
 AW3496  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3496
 AW3496.The horizontal coordinates were scaled from a topographic map and have
 AW3496.an estimated accuracy of +/- 6 seconds.
 AW3496
 AW3496.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3496.The vertical order pertains to the NGVD 29 superseded value.
 AW3496
 AW3496.The geoid height was determined by GEOID03.
 AW3496
 AW3496;                    North         East    Units  Estimated Accuracy
 AW3496;SPC TXSC     - 4,215,080.      984,640.      MT  (+/- 180 meters Scaled)
 AW3496
 AW3496                          SUPERSEDED SURVEY CONTROL
 AW3496
 AW3496  NGVD 29 (??/??/92)    1.101  (m)            3.61   (f) ADJ UNCH    1 2
 AW3496
 AW3496.Superseded values are not recommended for survey control.
 AW3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3496.See file dsdata.txt to determine how the superseded data were derived.
 AW3496
 AW3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN042889(NAD 83)
 AW3496_MARKER: DB = BENCH MARK DISK
 AW3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3496_STAMPING: Y 875 1943
 AW3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3496+STABILITY: SURFACE MOTION
 AW3496
 AW3496  HISTORY     - Date     Condition        Report By
 AW3496  HISTORY     - 1943     MONUMENTED       CGS
 AW3496  HISTORY     - 1964     GOOD             NGS
 AW3496
 AW3496                          STATION DESCRIPTION
 AW3496
 AW3496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3496'4.65 MI NW FROM MORGAN POINT.
 AW3496'ABOUT 4.65 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3496'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON ALEXANDER
 AW3496'ISLAND, ABOUT 0.1 MILE EAST OF A CLAY ROAD, ON THE EAST END OF A
 AW3496'SLIGHT RISE, 9 FEET WEST OF THE HIGH WATER LINE, 2.0 FEET NORTH OF A 4
 AW3496'X 4-INCH POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 AW3496'INCHES.  NOTE-- IT IS BELIEVED THAT THIS MARK WILL SOON BE WASHED
 AW3496'AWAY.  THE SHORELINE HAS ERODED ABOUT 42 FEET IN THE LAST FIVE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1883 ***********************************************************************
 AX1883  DESIGNATION -  Y 876
 AX1883  PID         -  AX1883
 AX1883  STATE/COUNTY-  TX/WILSON
 AX1883  USGS QUAD   -  KOSCIUSKO (1987)
 AX1883
 AX1883                         *CURRENT SURVEY CONTROL
 AX1883  ___________________________________________________________________
 AX1883* NAD 83(1986)-  29 05 21.     (N)    097 56 17.     (W)     SCALED    
 AX1883* NAVD 88     -       113.80   (+/-2cm)     373.4    (feet)  VERTCON   
 AX1883  ___________________________________________________________________
 AX1883  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AX1883
 AX1883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1883
 AX1883.The horizontal coordinates were scaled from a topographic map and have
 AX1883.an estimated accuracy of +/- 6 seconds.
 AX1883
 AX1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1883.The vertical order pertains to the NGVD 29 superseded value.
 AX1883
 AX1883.The geoid height was determined by GEOID03.
 AX1883
 AX1883;                    North         East    Units  Estimated Accuracy
 AX1883;SPC TXSC     - 4,139,650.      703,370.      MT  (+/- 180 meters Scaled)
 AX1883
 AX1883                          SUPERSEDED SURVEY CONTROL
 AX1883
 AX1883  NGVD 29 (??/??/92)  113.749  (m)          373.19   (f) ADJ UNCH    2 0
 AX1883
 AX1883.Superseded values are not recommended for survey control.
 AX1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1883.See file dsdata.txt to determine how the superseded data were derived.
 AX1883
 AX1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT033183(NAD 83)
 AX1883_MARKER: DB = BENCH MARK DISK
 AX1883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1883_SP_SET: CULVERT
 AX1883_STAMPING: Y 876 1943
 AX1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1883
 AX1883  HISTORY     - Date     Condition        Report By
 AX1883  HISTORY     - 1943     MONUMENTED       CGS
 AX1883
 AX1883                          STATION DESCRIPTION
 AX1883
 AX1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1883'5.45 MI N FROM CHESTOHOWA.
 AX1883'TO REACH FROM A 453.8 FOOT STEEL AND CONCRETE HIGHWAY BRIDGE OVER THE
 AX1883'CIBOLO CREEK AT CHESTOHOWA, PROCEED 5.45 MILES NORTHERLY ALONG STATE
 AX1883'HIGHWAY NO. 123 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH
 AX1883'MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST
 AX1883'HEADWALL OF A 2X4 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS
 AX1883'0.2 MILE SOUTH OF THE INTERSECTION OF A LARGE DIRT ROAD LEADING WEST,
 AX1883'21.1 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1883'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1884 ***********************************************************************
 AX1884  DESIGNATION -  Y 876 RESET 1957
 AX1884  PID         -  AX1884
 AX1884  STATE/COUNTY-  TX/WILSON
 AX1884  USGS QUAD   -  KOSCIUSKO (1987)
 AX1884
 AX1884                         *CURRENT SURVEY CONTROL
 AX1884  ___________________________________________________________________
 AX1884* NAD 83(1986)-  29 05 20.     (N)    097 56 17.     (W)     SCALED    
 AX1884* NAVD 88     -       112.78   (+/-2cm)     370.0    (feet)  VERTCON   
 AX1884  ___________________________________________________________________
 AX1884  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AX1884
 AX1884  VERT ORDER  -  THIRD (See Below)
 AX1884
 AX1884.The horizontal coordinates were scaled from a topographic map and have
 AX1884.an estimated accuracy of +/- 6 seconds.
 AX1884
 AX1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1884.The vertical order pertains to the NGVD 29 superseded value.
 AX1884
 AX1884.The geoid height was determined by GEOID03.
 AX1884
 AX1884;                    North         East    Units  Estimated Accuracy
 AX1884;SPC TXSC     - 4,139,620.      703,370.      MT  (+/- 180 meters Scaled)
 AX1884
 AX1884                          SUPERSEDED SURVEY CONTROL
 AX1884
 AX1884  NGVD 29 (??/??/??)  112.73   (m)          369.8    (f) RESET       3  
 AX1884
 AX1884.Superseded values are not recommended for survey control.
 AX1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1884.See file dsdata.txt to determine how the superseded data were derived.
 AX1884
 AX1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT033182(NAD 83)
 AX1884_MARKER: DB = BENCH MARK DISK
 AX1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1884_STAMPING: Y 876 RESET 1957
 AX1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1884+STABILITY: SURFACE MOTION
 AX1884
 AX1884  HISTORY     - Date     Condition        Report By
 AX1884  HISTORY     - 1957     MONUMENTED       CGS
 AX1884  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AX1884
 AX1884                          STATION DESCRIPTION
 AX1884
 AX1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AX1884'1.6 MI SE FROM KOSCUISKO.
 AX1884'1.6 MILES SOUTHEAST OF THE CHURCH IN KOSCUISKO, WILSON COUNTY, 1.7
 AX1884'MILES SOUTHWEST FROM THE JUNCTION OF HIGHWAYS NOS. 541 AND 123, ALONG
 AX1884'THE EAST SIDE OF HIGHWAY NO. 123.  IT IS ABOUT 50 YARDS SOUTH OF THE
 AX1884'CENTER OF A CONCRETE CULVERT, 10 YARDS EAST OF THE EAST RIGHT-OF-WAY
 AX1884'FENCE AND 2 FEET NORTH OF A FENCE LEADING EAST FROM THE RIGHT-OF-WAY
 AX1884'FENCE AND A GATE.  IT IS AT THE NORTH EDGE OF A CULTIVATED FIELD AND
 AX1884'ACROSS THE HIGHWAY FROM A LANE LEADING WEST.  A STANDARD DISK STAMPED
 AX1884'Y 876 RESET 1957 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 AX1884
 AX1884                          STATION RECOVERY (1995)
 AX1884
 AX1884'RECOVERY NOTE BY US POWER SQUADRON 1995
 AX1884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1871 ***********************************************************************
 AX1871  DESIGNATION -  Y 877
 AX1871  PID         -  AX1871
 AX1871  STATE/COUNTY-  TX/WILSON
 AX1871  USGS QUAD   -  STOCKDALE (1987)
 AX1871
 AX1871                         *CURRENT SURVEY CONTROL
 AX1871  ___________________________________________________________________
 AX1871* NAD 83(1986)-  29 13 27.     (N)    097 57 06.     (W)     SCALED    
 AX1871* NAVD 88     -       152.57   (+/-2cm)     500.6    (feet)  VERTCON   
 AX1871  ___________________________________________________________________
 AX1871  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AX1871
 AX1871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1871
 AX1871.The horizontal coordinates were scaled from a topographic map and have
 AX1871.an estimated accuracy of +/- 6 seconds.
 AX1871
 AX1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1871.The vertical order pertains to the NGVD 29 superseded value.
 AX1871
 AX1871.The geoid height was determined by GEOID03.
 AX1871
 AX1871;                    North         East    Units  Estimated Accuracy
 AX1871;SPC TXSC     - 4,154,600.      701,910.      MT  (+/- 180 meters Scaled)
 AX1871
 AX1871                          SUPERSEDED SURVEY CONTROL
 AX1871
 AX1871  NGVD 29 (??/??/92)  152.514  (m)          500.37   (f) ADJ UNCH    2 0
 AX1871
 AX1871.Superseded values are not recommended for survey control.
 AX1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1871.See file dsdata.txt to determine how the superseded data were derived.
 AX1871
 AX1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT018332(NAD 83)
 AX1871_MARKER: DB = BENCH MARK DISK
 AX1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1871_STAMPING: Y 877 1943
 AX1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1871+STABILITY: SURFACE MOTION
 AX1871
 AX1871  HISTORY     - Date     Condition        Report By
 AX1871  HISTORY     - 1943     MONUMENTED       CGS
 AX1871
 AX1871                          STATION DESCRIPTION
 AX1871
 AX1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1871'1.0 MI SE FROM STOCKDALE.
 AX1871'TO REACH FROM THE CROSSING OF STATE HIGHWAY NO. 123 AND U.S. HIGHWAY
 AX1871'NO. 87 AT STOCKDALE, PROCEED 0.55 MILE SOUTHERLY ALONG STATE HIGHWAY
 AX1871'NO. 123 TO THE INTERSECTION OF A DIRT ROAD LEADING SOUTHEAST, THENCE
 AX1871'0.45 MILE SOUTHEASTERLY ALONG A DIRT ROAD (THE OLD KOSCIUSKO ROAD) TO
 AX1871'SITE OF BENCH MARK.  BENCH MARK IS 48.3 FEET SOUTHWEST OF AND ABOUT
 AX1871'2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS 7.5 FEET SOUTH OF A
 AX1871'TRIANGULAR BLASE ON A 2.0 FOOT OAK TREE, 2.3 FEET NORTHWEST OF A 4X4
 AX1871'INCH WHITE WOODEN MARKER POST AND 1.0 FOOT NORTHEAST OF THE SOUTHWEST
 AX1871'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1776 ***********************************************************************
 AN1776  DESIGNATION -  Y 878
 AN1776  PID         -  AN1776
 AN1776  STATE/COUNTY-  TX/GOLIAD
 AN1776  USGS QUAD   -  LAZY F RANCH (1987)
 AN1776
 AN1776                         *CURRENT SURVEY CONTROL
 AN1776  ___________________________________________________________________
 AN1776* NAD 83(1986)-  28 36 12.     (N)    097 38 54.     (W)     SCALED    
 AN1776* NAVD 88     -        98.36   (+/-2cm)     322.7    (feet)  VERTCON   
 AN1776  ___________________________________________________________________
 AN1776  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN1776
 AN1776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1776
 AN1776.The horizontal coordinates were scaled from a topographic map and have
 AN1776.an estimated accuracy of +/- 6 seconds.
 AN1776
 AN1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1776.The vertical order pertains to the NGVD 29 superseded value.
 AN1776
 AN1776.The geoid height was determined by GEOID03.
 AN1776
 AN1776;                    North         East    Units  Estimated Accuracy
 AN1776;SPC TXSC     - 4,086,100.      732,190.      MT  (+/- 180 meters Scaled)
 AN1776
 AN1776                          SUPERSEDED SURVEY CONTROL
 AN1776
 AN1776  NGVD 29 (??/??/92)   98.373  (m)          322.75   (f) ADJ UNCH    2 0
 AN1776
 AN1776.Superseded values are not recommended for survey control.
 AN1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1776.See file dsdata.txt to determine how the superseded data were derived.
 AN1776
 AN1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS321647(NAD 83)
 AN1776_MARKER: DB = BENCH MARK DISK
 AN1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1776_STAMPING: Y 878 1943
 AN1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1776+STABILITY: SURFACE MOTION
 AN1776
 AN1776  HISTORY     - Date     Condition        Report By
 AN1776  HISTORY     - 1943     MONUMENTED       CGS
 AN1776
 AN1776                          STATION DESCRIPTION
 AN1776
 AN1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1776'7.35 MI NW FROM BERCLAIR.
 AN1776'TO REACH FROM THE TEXAS AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD
 AN1776'STATION AT BERCLAIR, PROCEED 0.25 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1776'TO A DIRT ROAD CROSSING, THENCE 7.1 MILES NORTHWESTERLY ALONG A DIRT
 AN1776'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.35 MILE NORTH OF A SMALL
 AN1776'FRAME SCHOOL HOUSE.  IT IS 0.15 MILE NORTH OF TWO CATTLE GUARDS ACROSS
 AN1776'THE ROAD, 56.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1776'CENTERLINE OF THE ROAD, 31.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE
 AN1776'AND 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AN1776'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1028 ***********************************************************************
 AN1028  DESIGNATION -  Y 879
 AN1028  PID         -  AN1028
 AN1028  STATE/COUNTY-  TX/GOLIAD
 AN1028  USGS QUAD   -  GOLIAD (1987)
 AN1028
 AN1028                         *CURRENT SURVEY CONTROL
 AN1028  ___________________________________________________________________
 AN1028* NAD 83(1986)-  28 39 53.     (N)    097 24 18.     (W)     SCALED    
 AN1028* NAVD 88     -        47.63   (+/-2cm)     156.3    (feet)  VERTCON   
 AN1028  ___________________________________________________________________
 AN1028  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1028
 AN1028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1028
 AN1028.The horizontal coordinates were scaled from a topographic map and have
 AN1028.an estimated accuracy of +/- 6 seconds.
 AN1028
 AN1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1028.The vertical order pertains to the NGVD 29 superseded value.
 AN1028
 AN1028.The geoid height was determined by GEOID03.
 AN1028
 AN1028;                    North         East    Units  Estimated Accuracy
 AN1028;SPC TXSC     - 4,093,210.      755,900.      MT  (+/- 180 meters Scaled)
 AN1028
 AN1028                          SUPERSEDED SURVEY CONTROL
 AN1028
 AN1028  NGVD 29 (??/??/92)   47.690  (m)          156.46   (f) ADJ UNCH    2 0
 AN1028
 AN1028.Superseded values are not recommended for survey control.
 AN1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1028.See file dsdata.txt to determine how the superseded data were derived.
 AN1028
 AN1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS558718(NAD 83)
 AN1028_MARKER: DB = BENCH MARK DISK
 AN1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1028_SP_SET: CULVERT
 AN1028_STAMPING: Y 879 1943
 AN1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1028
 AN1028  HISTORY     - Date     Condition        Report By
 AN1028  HISTORY     - 1943     MONUMENTED       CGS
 AN1028  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1028
 AN1028                          STATION DESCRIPTION
 AN1028
 AN1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1028'0.85 MI W FROM GOLIAD.
 AN1028'TO REACH FROM THE COURT HOUSE AT GOLIAD, PROCEED 1.0 BLOCK SOUTH TO A
 AN1028'DIRT CROSS ROAD, THENCE 0.8 MILE WESTERLY ALONG A WIDE DIRT ROAD TO A
 AN1028'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AN1028'HORIZONTALLY IN THE TOP OF THE NORTHWEST END OF THE NORTHWEST WINGWALL
 AN1028'OF A 6X12 FOOT CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS 0.15 MILE
 AN1028'EAST OF THE INTERSECTION OF A DIRT ROAD LEADING SOUTH, 13.5 FEET NORTH
 AN1028'OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE ROAD.
 AN1028
 AN1028                          STATION RECOVERY (1990)
 AN1028
 AN1028'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1188 ***********************************************************************
 BL1188  DESIGNATION -  Y 88
 BL1188  PID         -  BL1188
 BL1188  STATE/COUNTY-  TX/HARRIS
 BL1188  USGS QUAD   -  SPRING (1982)
 BL1188
 BL1188                         *CURRENT SURVEY CONTROL
 BL1188  ___________________________________________________________________
 BL1188* NAD 83(1986)-  30 04 33.     (N)    095 24 56.     (W)     SCALED    
 BL1188* NAVD 88     -        36.75   (+/-2cm)     120.6    (feet)  VERTCON   
 BL1188  ___________________________________________________________________
 BL1188  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL1188  OBS GRAVITY -     979,303.9   (mgal)                       GRAV_OBS
 BL1188
 BL1188  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1188
 BL1188.The horizontal coordinates were scaled from a topographic map and have
 BL1188.an estimated accuracy of +/- 6 seconds.
 BL1188
 BL1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1188.The vertical order pertains to the NGVD 29 superseded value.
 BL1188
 BL1188.The geoid height was determined by GEOID03.
 BL1188.The observed gravity was obtained from relative gravimeter ties
 BL1188.to the IGSN71 gravity network.
 BL1188
 BL1188;                    North         East    Units  Estimated Accuracy
 BL1188;SPC TXSC     - 4,253,830.      945,510.      MT  (+/- 180 meters Scaled)
 BL1188
 BL1188                          SUPERSEDED SURVEY CONTROL
 BL1188
 BL1188  NGVD 29 (??/??/92)   36.752  (m)          120.58   (f) ADJ UNCH    1 1
 BL1188
 BL1188.Superseded values are not recommended for survey control.
 BL1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1188.See file dsdata.txt to determine how the superseded data were derived.
 BL1188
 BL1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP671296(NAD 83)
 BL1188_MARKER: DB = BENCH MARK DISK
 BL1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1188_STAMPING: Y 88 1932 121.663
 BL1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1188+STABILITY: SURFACE MOTION
 BL1188
 BL1188  HISTORY     - Date     Condition        Report By
 BL1188  HISTORY     - 1932     MONUMENTED       CGS
 BL1188  HISTORY     - 1973     POOR             NGS
 BL1188  HISTORY     - 1978     GOOD             NGS
 BL1188  HISTORY     - 1978     GOOD             NGS
 BL1188  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1188  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1188  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1188
 BL1188                          STATION DESCRIPTION
 BL1188
 BL1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1188'0.2 MI S FROM SPRING.
 BL1188'ABOUT 0.2 MILE SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL1188'OF SPRING SCHOOL ROAD, 42.1 FEET EAST OF THE CENTER OF HARDY ST.,
 BL1188'ABOUT 45 YARDS SOUTH OF A PRIVATE ROAD CROSSING, 68.5 FEET SOUTHWEST
 BL1188'AND ACROSS THE TRACKS FROM MILE POST 128, 29.6 FEET WEST OF THE WEST
 BL1188'RAIL OF THE MAIN TRACK, 2 FEET NORTH OF A METAL WITNESS POST, 2 FEET
 BL1188'BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 BL1188'PROJECTING 0.6 FOOT.
 BL1188
 BL1188                          STATION RECOVERY (1978)
 BL1188
 BL1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1188'RECOVERED IN GOOD CONDITION.
 BL1188
 BL1188                          STATION RECOVERY (1978)
 BL1188
 BL1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1188'RECOVERED IN GOOD CONDITION.
 BL1188
 BL1188                          STATION RECOVERY (1987)
 BL1188
 BL1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1188'THERE IS EVIDENCE OF GRADING AT THIS LOCATION.
 BL1188
 BL1188                          STATION RECOVERY (1995)
 BL1188
 BL1188'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1188'MARK NOT FOUND.
 BL1188
 BL1188                          STATION RECOVERY (2004)
 BL1188
 BL1188'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1740 ***********************************************************************
 AN1740  DESIGNATION -  Y 880
 AN1740  PID         -  AN1740
 AN1740  STATE/COUNTY-  TX/GOLIAD
 AN1740  USGS QUAD   -  RUNGE SE (1987)
 AN1740
 AN1740                         *CURRENT SURVEY CONTROL
 AN1740  ___________________________________________________________________
 AN1740* NAD 83(1986)-  28 47 57.     (N)    097 32 44.     (W)     SCALED    
 AN1740* NAVD 88     -       109.54   (+/-2cm)     359.4    (feet)  VERTCON   
 AN1740  ___________________________________________________________________
 AN1740  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1740
 AN1740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1740
 AN1740.The horizontal coordinates were scaled from a topographic map and have
 AN1740.an estimated accuracy of +/- 6 seconds.
 AN1740
 AN1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1740.The vertical order pertains to the NGVD 29 superseded value.
 AN1740
 AN1740.The geoid height was determined by GEOID03.
 AN1740
 AN1740;                    North         East    Units  Estimated Accuracy
 AN1740;SPC TXSC     - 4,107,920.      741,980.      MT  (+/- 180 meters Scaled)
 AN1740
 AN1740                          SUPERSEDED SURVEY CONTROL
 AN1740
 AN1740  NGVD 29 (??/??/92)  109.56   (m)          359.4    (f) COMPUTED    2 0
 AN1740
 AN1740.Superseded values are not recommended for survey control.
 AN1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1740.See file dsdata.txt to determine how the superseded data were derived.
 AN1740
 AN1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS419866(NAD 83)
 AN1740_MARKER: DB = BENCH MARK DISK
 AN1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1740_STAMPING: Y 880 1943
 AN1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1740+STABILITY: SURFACE MOTION
 AN1740
 AN1740  HISTORY     - Date     Condition        Report By
 AN1740  HISTORY     - 1943     MONUMENTED       CGS
 AN1740
 AN1740                          STATION DESCRIPTION
 AN1740
 AN1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1740'7.5 MI NE FROM CHARCO.
 AN1740'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 2.05 MILES
 AN1740'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO THE INTERSECTION OF A DIRT
 AN1740'ROAD LEADING EAST, THENCE 5.45 MILES EASTERLY ALONG A DIRT ROAD TO A
 AN1740'PRIVATE DIRT ROAD LEADING SOUTHEAST THROUGH A WOODEN GATE AND SITE OF
 AN1740'BENCH MARK.  BENCH MARK IS 28.8 FEET SOUTHEAST OF AND ABOUT THE SAME
 AN1740'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 17.0 FEET NORTHEAST OF
 AN1740'THE CENTERLINE OF A PRIVATE DIRT ROAD LEADING SOUTHEAST, 8.3 FEET
 AN1740'NORTHEAST OF THE NORTHEAST GATE MOUNTING POST AND 2.1 FEET SOUTHWEST
 AN1740'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1741 ***********************************************************************
 AN1741  DESIGNATION -  Y 880 RESET 1953
 AN1741  PID         -  AN1741
 AN1741  STATE/COUNTY-  TX/GOLIAD
 AN1741  USGS QUAD   -  RUNGE SE (1987)
 AN1741
 AN1741                         *CURRENT SURVEY CONTROL
 AN1741  ___________________________________________________________________
 AN1741* NAD 83(1986)-  28 47 57.     (N)    097 32 44.     (W)     SCALED    
 AN1741* NAVD 88     -       109.37   (+/-2cm)     358.8    (feet)  VERTCON   
 AN1741  ___________________________________________________________________
 AN1741  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1741
 AN1741  VERT ORDER  -  THIRD (See Below)
 AN1741
 AN1741.The horizontal coordinates were scaled from a topographic map and have
 AN1741.an estimated accuracy of +/- 6 seconds.
 AN1741
 AN1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1741.The vertical order pertains to the NGVD 29 superseded value.
 AN1741
 AN1741.The geoid height was determined by GEOID03.
 AN1741
 AN1741;                    North         East    Units  Estimated Accuracy
 AN1741;SPC TXSC     - 4,107,920.      741,980.      MT  (+/- 180 meters Scaled)
 AN1741
 AN1741                          SUPERSEDED SURVEY CONTROL
 AN1741
 AN1741  NGVD 29 (??/??/??)  109.38   (m)          358.9    (f) RESET       3  
 AN1741
 AN1741.Superseded values are not recommended for survey control.
 AN1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1741.See file dsdata.txt to determine how the superseded data were derived.
 AN1741
 AN1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS419866(NAD 83)
 AN1741_MARKER: DB = BENCH MARK DISK
 AN1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1741_STAMPING: Y 880 RESET 1953
 AN1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1741+STABILITY: SURFACE MOTION
 AN1741
 AN1741  HISTORY     - Date     Condition        Report By
 AN1741  HISTORY     - 1953     MONUMENTED       TXHD
 AN1741
 AN1741                          STATION DESCRIPTION
 AN1741
 AN1741'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1741'7.4 MI NE FROM CHARCO.
 AN1741'2.0 MILES NORTHWEST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL BUILDING
 AN1741'AT CHARCO, GOLIAD COUNTY, THENCE 5.4 MILES NORTHEAST ALONG F.M.
 AN1741'HIGHWAY 884.  40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 AN1741'SOUTH OF A FENCE 9.4 FEET EAST OF THE SOUTHEAST CORNER OF A CATTLE
 AN1741'GUARD AND 1 FOOT LOWER THAN THE HIGHWAY A STANDARD DISK, STAMPED Y 880
 AN1741'RESET 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 AN1741'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0624 ***********************************************************************
 BL0624  DESIGNATION -  Y 881
 BL0624  PID         -  BL0624
 BL0624  STATE/COUNTY-  TX/POLK
 BL0624  USGS QUAD   -  NEW WILLARD (1984)
 BL0624
 BL0624                         *CURRENT SURVEY CONTROL
 BL0624  ___________________________________________________________________
 BL0624* NAD 83(1986)-  30 49 58.     (N)    094 55 42.     (W)     SCALED    
 BL0624* NAVD 88     -        88.67   (+/-2cm)     290.9    (feet)  VERTCON   
 BL0624  ___________________________________________________________________
 BL0624  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL0624
 BL0624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0624
 BL0624.The horizontal coordinates were scaled from a topographic map and have
 BL0624.an estimated accuracy of +/- 6 seconds.
 BL0624
 BL0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0624.The vertical order pertains to the NGVD 29 superseded value.
 BL0624
 BL0624.The geoid height was determined by GEOID03.
 BL0624
 BL0624;                    North         East    Units  Estimated Accuracy
 BL0624;SPC TX C     - 3,141,830.    1,216,840.      MT  (+/- 180 meters Scaled)
 BL0624
 BL0624                          SUPERSEDED SURVEY CONTROL
 BL0624
 BL0624  NGVD 29 (??/??/92)   88.684  (m)          290.96   (f) ADJ UNCH    2 0
 BL0624
 BL0624.Superseded values are not recommended for survey control.
 BL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0624.See file dsdata.txt to determine how the superseded data were derived.
 BL0624
 BL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ155126(NAD 83)
 BL0624_MARKER: DB = BENCH MARK DISK
 BL0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0624_STAMPING: Y 881 1947
 BL0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0624+STABILITY: SURFACE MOTION
 BL0624
 BL0624  HISTORY     - Date     Condition        Report By
 BL0624  HISTORY     - 1947     MONUMENTED       CGS
 BL0624  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0624  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0624  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0624
 BL0624                          STATION DESCRIPTION
 BL0624
 BL0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0624'3.9 MI W FROM LEGGETT.
 BL0624'3.9 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0624'ORLEANS RAILWAY STATION AT LEGGETT, AT A T ROAD JUNCTION, 45.0 FEET
 BL0624'SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE EAST-WEST ROAD, 32.5
 BL0624'FEET NORTH OF A FENCE, 14.0 FEET NORTH NORTHWEST OF A 20 INCH PINE
 BL0624'TREE, 3.0 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 BL0624'NORTH, 1.8 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL0624'POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL0624
 BL0624                          STATION RECOVERY (1977)
 BL0624
 BL0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0624'MARK NOT FOUND.
 BL0624
 BL0624                          STATION RECOVERY (1990)
 BL0624
 BL0624'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 BL0624'MARK NOT FOUND.
 BL0624
 BL0624                          STATION RECOVERY (1997)
 BL0624
 BL0624'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0920 ***********************************************************************
 BL0920  DESIGNATION -  Y 882
 BL0920  PID         -  BL0920
 BL0920  STATE/COUNTY-  TX/TRINITY
 BL0920  USGS QUAD   -  COLITA (1972)
 BL0920
 BL0920                         *CURRENT SURVEY CONTROL
 BL0920  ___________________________________________________________________
 BL0920* NAD 83(1986)-  30 54 34.     (N)    095 07 16.     (W)     SCALED    
 BL0920* NAVD 88     -        74.36   (+/-2cm)     244.0    (feet)  VERTCON   
 BL0920  ___________________________________________________________________
 BL0920  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL0920
 BL0920  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0920
 BL0920.The horizontal coordinates were scaled from a topographic map and have
 BL0920.an estimated accuracy of +/- 6 seconds.
 BL0920
 BL0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0920.The vertical order pertains to the NGVD 29 superseded value.
 BL0920
 BL0920.The geoid height was determined by GEOID03.
 BL0920
 BL0920;                    North         East    Units  Estimated Accuracy
 BL0920;SPC TX C     - 3,149,440.    1,198,020.      MT  (+/- 180 meters Scaled)
 BL0920
 BL0920                          SUPERSEDED SURVEY CONTROL
 BL0920
 BL0920  NGVD 29 (??/??/92)   74.377  (m)          244.02   (f) ADJ UNCH    2 0
 BL0920
 BL0920.Superseded values are not recommended for survey control.
 BL0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0920.See file dsdata.txt to determine how the superseded data were derived.
 BL0920
 BL0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ972214(NAD 83)
 BL0920_MARKER: DB = BENCH MARK DISK
 BL0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0920_STAMPING: Y 882 1947
 BL0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0920+STABILITY: SURFACE MOTION
 BL0920
 BL0920  HISTORY     - Date     Condition        Report By
 BL0920  HISTORY     - 1947     MONUMENTED       CGS
 BL0920
 BL0920                          STATION DESCRIPTION
 BL0920
 BL0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0920'8.6 MI NE FROM ONALASKA.
 BL0920'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0920'ONALASKA, THENCE 8.0 MILES NORTH ALONG A GRADED DIRT ROAD, 111.0 FEET
 BL0920'NORTHWEST OF THE WEST CORNER OF AN 18 FOOT BRIDGE, 41.0 FEET SOUTHWEST
 BL0920'OF AND 3.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 14.6 FEET
 BL0920'WEST OF A 12 INCH PINE TREE, 9.0 FEET SOUTHEAST OF A 14 INCH PINE
 BL0920'TREE, 1.5 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 BL0920'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0931 ***********************************************************************
 BL0931  DESIGNATION -  Y 883
 BL0931  PID         -  BL0931
 BL0931  STATE/COUNTY-  TX/TRINITY
 BL0931  USGS QUAD   -  COLITA (1972)
 BL0931
 BL0931                         *CURRENT SURVEY CONTROL
 BL0931  ___________________________________________________________________
 BL0931* NAD 83(1986)-  30 57 47.     (N)    095 05 12.     (W)     SCALED    
 BL0931* NAVD 88     -        71.81   (+/-2cm)     235.6    (feet)  VERTCON   
 BL0931  ___________________________________________________________________
 BL0931  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL0931
 BL0931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0931
 BL0931.The horizontal coordinates were scaled from a topographic map and have
 BL0931.an estimated accuracy of +/- 6 seconds.
 BL0931
 BL0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0931.The vertical order pertains to the NGVD 29 superseded value.
 BL0931
 BL0931.The geoid height was determined by GEOID03.
 BL0931
 BL0931;                    North         East    Units  Estimated Accuracy
 BL0931;SPC TX C     - 3,155,530.    1,201,030.      MT  (+/- 180 meters Scaled)
 BL0931
 BL0931                          SUPERSEDED SURVEY CONTROL
 BL0931
 BL0931  NGVD 29 (??/??/92)   71.824  (m)          235.64   (f) ADJ UNCH    2 0
 BL0931
 BL0931.Superseded values are not recommended for survey control.
 BL0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0931.See file dsdata.txt to determine how the superseded data were derived.
 BL0931
 BL0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ006273(NAD 83)
 BL0931_MARKER: DB = BENCH MARK DISK
 BL0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0931_STAMPING: Y 883 1947
 BL0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0931+STABILITY: SURFACE MOTION
 BL0931
 BL0931  HISTORY     - Date     Condition        Report By
 BL0931  HISTORY     - 1947     MONUMENTED       CGS
 BL0931
 BL0931                          STATION DESCRIPTION
 BL0931
 BL0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0931'9.6 MI SE FROM GROVETON.
 BL0931'5.4 MILES SOUTH ALONG THE GROVETON - SEBASTOPOL ROAD FROM THE
 BL0931'COURTHOUSE AT GROVETON, THENCE 3.1 MILES SOUTHEAST ALONG A GRADED DIRT
 BL0931'ROAD, THENCE 1.1 MILES EAST ALONG A GRADED DIRT ROAD, AT A ROAD
 BL0931'JUNCTION, 49.0 FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST AND
 BL0931'SOUTHEAST ROAD, 45.0 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD
 BL0931'LEADING WEST, 8.0 FEET SOUTHEAST OF A 14 INCH TRIANGULAR BLAZED PINE
 BL0931'TREE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BL0931'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1641 ***********************************************************************
 BY1641  DESIGNATION -  Y 884
 BY1641  PID         -  BY1641
 BY1641  STATE/COUNTY-  TX/TRINITY
 BY1641  USGS QUAD   -  GROVETON EAST (1963)
 BY1641
 BY1641                         *CURRENT SURVEY CONTROL
 BY1641  ___________________________________________________________________
 BY1641* NAD 83(1986)-  31 01 43.     (N)    095 03 06.     (W)     SCALED    
 BY1641* NAVD 88     -        91.95   (+/-2cm)     301.7    (feet)  VERTCON   
 BY1641  ___________________________________________________________________
 BY1641  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BY1641
 BY1641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1641
 BY1641.The horizontal coordinates were scaled from a topographic map and have
 BY1641.an estimated accuracy of +/- 6 seconds.
 BY1641
 BY1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1641.The vertical order pertains to the NGVD 29 superseded value.
 BY1641
 BY1641.The geoid height was determined by GEOID03.
 BY1641
 BY1641;                    North         East    Units  Estimated Accuracy
 BY1641;SPC TX C     - 3,162,950.    1,204,020.      MT  (+/- 180 meters Scaled)
 BY1641
 BY1641                          SUPERSEDED SURVEY CONTROL
 BY1641
 BY1641  NGVD 29 (??/??/92)   91.971  (m)          301.74   (f) ADJ UNCH    2 0
 BY1641
 BY1641.Superseded values are not recommended for survey control.
 BY1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1641.See file dsdata.txt to determine how the superseded data were derived.
 BY1641
 BY1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ041345(NAD 83)
 BY1641_MARKER: DB = BENCH MARK DISK
 BY1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1641_STAMPING: Y 884 1947
 BY1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1641+STABILITY: SURFACE MOTION
 BY1641
 BY1641  HISTORY     - Date     Condition        Report By
 BY1641  HISTORY     - 1947     MONUMENTED       CGS
 BY1641  HISTORY     - 1962     GOOD             USGS
 BY1641
 BY1641                          STATION DESCRIPTION
 BY1641
 BY1641'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BY1641'0.8 MI W FROM WOODLAKE.
 BY1641'0.8 MILE WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT WOODLAKE,
 BY1641'198.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AND ACROSS THE ROAD
 BY1641'FROM A FARMHOUSE, 132.3 FEET EAST OF THE EAST END OF A WOODEN GATE,
 BY1641'88.4 FEET SOUTHEAST OF POWER POLE NUMBER 799,39.0 FEET SOUTH OF THE
 BY1641'CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTH OF A FENCE, SET IN THE TOP
 BY1641'OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0750 ***********************************************************************
 BY0750  DESIGNATION -  Y 885
 BY0750  PID         -  BY0750
 BY0750  STATE/COUNTY-  TX/ANGELINA
 BY0750  USGS QUAD   -  KELTYS (1980)
 BY0750
 BY0750                         *CURRENT SURVEY CONTROL
 BY0750  ___________________________________________________________________
 BY0750* NAD 83(1986)-  31 18 19.     (N)    094 50 39.     (W)     SCALED    
 BY0750* NAVD 88     -        83.92   (+/-2cm)     275.3    (feet)  VERTCON   
 BY0750  ___________________________________________________________________
 BY0750  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0750
 BY0750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0750
 BY0750.The horizontal coordinates were scaled from a topographic map and have
 BY0750.an estimated accuracy of +/- 6 seconds.
 BY0750
 BY0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0750.The vertical order pertains to the NGVD 29 superseded value.
 BY0750
 BY0750.The geoid height was determined by GEOID03.
 BY0750
 BY0750;                    North         East    Units  Estimated Accuracy
 BY0750;SPC TX C     - 3,194,540.    1,222,300.      MT  (+/- 180 meters Scaled)
 BY0750
 BY0750                          SUPERSEDED SURVEY CONTROL
 BY0750
 BY0750  NGVD 29 (??/??/92)   83.965  (m)          275.48   (f) ADJ UNCH    2 0
 BY0750
 BY0750.Superseded values are not recommended for survey control.
 BY0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0750.See file dsdata.txt to determine how the superseded data were derived.
 BY0750
 BY0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ244649(NAD 83)
 BY0750_MARKER: DB = BENCH MARK DISK
 BY0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0750_STAMPING: Y 885 1947
 BY0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0750+STABILITY: SURFACE MOTION
 BY0750
 BY0750  HISTORY     - Date     Condition        Report By
 BY0750  HISTORY     - 1947     MONUMENTED       CGS
 BY0750  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0750
 BY0750                          STATION DESCRIPTION
 BY0750
 BY0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0750'9.7 MI NE FROM APPLE SPRINGS.
 BY0750'9.7 MILES NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE
 BY0750'SPRINGS LODGE AT APPLE SPRINGS, 208.5 FEET SOUTHEAST OF AND 2.0 FEET
 BY0750'BELOW THE CENTER LINE OF THE HIGHWAY, 113.0 FEET EAST OF THE CENTER
 BY0750'LINE OF A DIRT ROAD LEADING SOUTH, 37.4 FEET NORTHEAST OF THE NORTH
 BY0750'CORNER OF THE NEW HOPE CHURCH, 1.6 FEET SOUTHWEST OF A FENCE, 1.5 FEET
 BY0750'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 BY0750'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY0750
 BY0750                          STATION RECOVERY (1998)
 BY0750
 BY0750'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1665 ***********************************************************************
 AX1665  DESIGNATION -  Y 886
 AX1665  PID         -  AX1665
 AX1665  STATE/COUNTY-  TX/DE WITT
 AX1665  USGS QUAD   -  BLACKWELL LAKE (1987)
 AX1665
 AX1665                         *CURRENT SURVEY CONTROL
 AX1665  ___________________________________________________________________
 AX1665* NAD 83(1986)-  29 00 30.     (N)    097 28 39.     (W)     SCALED    
 AX1665* NAVD 88     -       104.11   (+/-2cm)     341.6    (feet)  VERTCON   
 AX1665  ___________________________________________________________________
 AX1665  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX1665
 AX1665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1665
 AX1665.The horizontal coordinates were scaled from a topographic map and have
 AX1665.an estimated accuracy of +/- 6 seconds.
 AX1665
 AX1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1665.The vertical order pertains to the NGVD 29 superseded value.
 AX1665
 AX1665.The geoid height was determined by GEOID03.
 AX1665
 AX1665;                    North         East    Units  Estimated Accuracy
 AX1665;SPC TXSC     - 4,131,190.      748,320.      MT  (+/- 180 meters Scaled)
 AX1665
 AX1665                          SUPERSEDED SURVEY CONTROL
 AX1665
 AX1665  NGVD 29 (??/??/92)  104.108  (m)          341.56   (f) ADJ UNCH    2 0
 AX1665
 AX1665.Superseded values are not recommended for survey control.
 AX1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1665.See file dsdata.txt to determine how the superseded data were derived.
 AX1665
 AX1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT482098(NAD 83)
 AX1665_MARKER: DB = BENCH MARK DISK
 AX1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1665_STAMPING: Y 886 1943
 AX1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1665+STABILITY: SURFACE MOTION
 AX1665
 AX1665  HISTORY     - Date     Condition        Report By
 AX1665  HISTORY     - 1943     MONUMENTED       CGS
 AX1665  HISTORY     - 20010331 GOOD             NGS
 AX1665
 AX1665                          STATION DESCRIPTION
 AX1665
 AX1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1665'2.8 MI NE FROM YORKTOWN.
 AX1665'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1665'STATION AT YORKTOWN-- PROCEED 2.8 MILES NORTHEASTERLY ALONG THE
 AX1665'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 80.0 FEET
 AX1665'NORTHEAST OF THE NINTH POLE NORTHEAST OF MILEPOST 149, AND 47.0 FEET
 AX1665'SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF TRACK.
 AX1665'IT IS 26.0 FEET SOUTHWEST OF THE CENTERLINE OF A CATTLE TRAIL CROSSING
 AX1665'THE TRACK, 3.3 FEET NORTHWEST OF A FENCE CORNER, 1.3 FEET NORTHEAST OF
 AX1665'A FENCE, AND 3.5 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.
 AX1665
 AX1665                          STATION RECOVERY (2001)
 AX1665
 AX1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1665'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1171 ***********************************************************************
 AN1171  DESIGNATION -  Y 887
 AN1171  PID         -  AN1171
 AN1171  STATE/COUNTY-  TX/VICTORIA
 AN1171  USGS QUAD   -  MISSION VALLEY (1987)
 AN1171
 AN1171                         *CURRENT SURVEY CONTROL
 AN1171  ___________________________________________________________________
 AN1171* NAD 83(1986)-  28 53 53.     (N)    097 11 32.     (W)     SCALED    
 AN1171* NAVD 88     -        62.40   (+/-2cm)     204.7    (feet)  VERTCON   
 AN1171  ___________________________________________________________________
 AN1171  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1171
 AN1171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1171
 AN1171.The horizontal coordinates were scaled from a topographic map and have
 AN1171.an estimated accuracy of +/- 6 seconds.
 AN1171
 AN1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1171.The vertical order pertains to the NGVD 29 superseded value.
 AN1171
 AN1171.The geoid height was determined by GEOID03.
 AN1171
 AN1171;                    North         East    Units  Estimated Accuracy
 AN1171;SPC TXSC     - 4,119,360.      776,290.      MT  (+/- 180 meters Scaled)
 AN1171
 AN1171                          SUPERSEDED SURVEY CONTROL
 AN1171
 AN1171  NGVD 29 (??/??/92)   62.447  (m)          204.88   (f) ADJ UNCH    2 0
 AN1171
 AN1171.Superseded values are not recommended for survey control.
 AN1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1171.See file dsdata.txt to determine how the superseded data were derived.
 AN1171
 AN1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS762980(NAD 83)
 AN1171_MARKER: DB = BENCH MARK DISK
 AN1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1171_STAMPING: Y 887 1943
 AN1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1171+STABILITY: SURFACE MOTION
 AN1171
 AN1171  HISTORY     - Date     Condition        Report By
 AN1171  HISTORY     - 1943     MONUMENTED       CGS
 AN1171  HISTORY     - 1963     GOOD             USGS
 AN1171  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1171
 AN1171                          STATION DESCRIPTION
 AN1171
 AN1171'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1171'IN MISSION VALLEY.
 AN1171'AT MISSION VALLEY, VICTORIA COUNTY, ON FARM-TO-MARKET ROAD 236, 98
 AN1171'FEET WEST OF THE SOUTHWEST CORNER OF THE LUTHERAN CHURCH, 39 FEET
 AN1171'SOUTHWEST OF THE SOUTHWEST FACE OF THE PARSONAGE WALL, 35.1 FEET
 AN1171'NORTHEAST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTHEAST OF A
 AN1171'YARD-FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE AND LEVEL WITH THE
 AN1171'ROAD.  A STANDARD DISK, STAMPED Y 887 1943 AND SET IN THE TOP OF A
 AN1171'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AN1171
 AN1171                          STATION RECOVERY (1990)
 AN1171
 AN1171'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1099 ***********************************************************************
 AN1099  DESIGNATION -  Y 888
 AN1099  PID         -  AN1099
 AN1099  STATE/COUNTY-  TX/GOLIAD
 AN1099  USGS QUAD   -  ANDER (1987)
 AN1099
 AN1099                         *CURRENT SURVEY CONTROL
 AN1099  ___________________________________________________________________
 AN1099* NAD 83(1986)-  28 49 17.     (N)    097 15 43.     (W)     SCALED    
 AN1099* NAVD 88     -        53.40   (+/-2cm)     175.2    (feet)  VERTCON   
 AN1099  ___________________________________________________________________
 AN1099  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN1099
 AN1099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1099
 AN1099.The horizontal coordinates were scaled from a topographic map and have
 AN1099.an estimated accuracy of +/- 6 seconds.
 AN1099
 AN1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1099.The vertical order pertains to the NGVD 29 superseded value.
 AN1099
 AN1099.The geoid height was determined by GEOID03.
 AN1099
 AN1099;                    North         East    Units  Estimated Accuracy
 AN1099;SPC TXSC     - 4,110,770.      769,620.      MT  (+/- 180 meters Scaled)
 AN1099
 AN1099                          SUPERSEDED SURVEY CONTROL
 AN1099
 AN1099  NGVD 29 (??/??/92)   53.448  (m)          175.35   (f) ADJ UNCH    2 0
 AN1099
 AN1099.Superseded values are not recommended for survey control.
 AN1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1099.See file dsdata.txt to determine how the superseded data were derived.
 AN1099
 AN1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS695894(NAD 83)
 AN1099_MARKER: DB = BENCH MARK DISK
 AN1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1099_STAMPING: Y 888 1943
 AN1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1099+STABILITY: SURFACE MOTION
 AN1099
 AN1099  HISTORY     - Date     Condition        Report By
 AN1099  HISTORY     - 1943     MONUMENTED       CGS
 AN1099  HISTORY     - 1962     GOOD             USGS
 AN1099
 AN1099                          STATION DESCRIPTION
 AN1099
 AN1099'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AN1099'1.8 MI SW FROM SCHROEDER.
 AN1099'1.8 MILES SW ALONG FARM TO MARKET ROAD 622 FROM THE SCHOOL AT
 AN1099'SCHROEDER, GOLIAD COUNTY, THENCE 1.3 MILES NW ALONG FARM TO MARKET
 AN1099'ROAD 1961 TO A POINT WHICH IS 1200 FT. ESE OF A BRIDGE AND AT A LINE
 AN1099'OF TIMBER ON THE RIGHT.  400 FT. NORTH OF THE CENTERLINE OF THE
 AN1099'HIGHWAY MEASURED ALONG THE LINE OF TIMBER AND 20 FT. NORTH OF THE
 AN1099'CENTERLINE OF THE OLD HIGHWAY.  A STD. DISK STAMPED Y-888, 1943 AND
 AN1099'SET IN THE TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6537 ***********************************************************************
 AB6537  DESIGNATION -  Y 889 RESET
 AB6537  PID         -  AB6537
 AB6537  STATE/COUNTY-  TX/GOLIAD
 AB6537  USGS QUAD   -  MEYERSVILLE (1987)
 AB6537
 AB6537                         *CURRENT SURVEY CONTROL
 AB6537  ___________________________________________________________________
 AB6537* NAD 83(1986)-  28 53 48.     (N)    097 21 21.     (W)     SCALED    
 AB6537* NAVD 88     -        58.23   (+/-2cm)     191.0    (feet)  VERTCON   
 AB6537  ___________________________________________________________________
 AB6537  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AB6537
 AB6537  VERT ORDER  -  THIRD (See Below)
 AB6537
 AB6537.The horizontal coordinates were scaled from a topographic map and have
 AB6537.an estimated accuracy of +/- 6 seconds.
 AB6537
 AB6537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB6537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB6537.The vertical order pertains to the NGVD 29 superseded value.
 AB6537
 AB6537.The geoid height was determined by GEOID03.
 AB6537
 AB6537;                    North         East    Units  Estimated Accuracy
 AB6537;SPC TXSC     - 4,118,970.      760,340.      MT  (+/- 180 meters Scaled)
 AB6537
 AB6537                          SUPERSEDED SURVEY CONTROL
 AB6537
 AB6537  NGVD 29 (06/22/04)   58.26   (m)          191.1    (f) RESET       3  
 AB6537
 AB6537.Superseded values are not recommended for survey control.
 AB6537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6537.See file dsdata.txt to determine how the superseded data were derived.
 AB6537
 AB6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS603976(NAD 83)
 AB6537_MARKER: DV = VERTICAL CONTROL DISK
 AB6537_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6537_SP_SET: BRIDGE ABUTMENT
 AB6537_STAMPING: Y 889 RESET 1995
 AB6537_MARK LOGO: NGS   
 AB6537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6537
 AB6537  HISTORY     - Date     Condition        Report By
 AB6537  HISTORY     - 1995     MONUMENTED       TXDOT
 AB6537
 AB6537                          STATION DESCRIPTION
 AB6537
 AB6537'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1995 (TR)
 AB6537'15.1 MILES (24.3 KM) SOUTHWEST ALONG US HIGHWAY 183 FROM THE POST
 AB6537'OFFICE IN CUERO, AT THE GOLIAD-DEWITT COUNTY LNE, AT A LARGE CONCRETE
 AB6537'BRIDGE OVER FIFTEEN MILE COLETO CREEK, IN THE WEST END OF THE SOUTH
 AB6537'ABUTMENT, 22.5 FEET (6.9 M) WEST OF THE HIGHWAY CENTERLINE, ABOUT 0.5
 AB6537'FEET (15.2 CM) LOWER THAN THE CENTERLINE, BEHIND THE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1796 ***********************************************************************
 BK1796  DESIGNATION -  Y 89
 BK1796  PID         -  BK1796
 BK1796  STATE/COUNTY-  TX/JASPER
 BK1796  USGS QUAD   -  GIST (1984)
 BK1796
 BK1796                         *CURRENT SURVEY CONTROL
 BK1796  ___________________________________________________________________
 BK1796* NAD 83(1986)-  30 17 15.     (N)    093 54 32.     (W)     SCALED    
 BK1796* NAVD 88     -        12.73   (+/-2cm)      41.8    (feet)  VERTCON   
 BK1796  ___________________________________________________________________
 BK1796  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BK1796
 BK1796  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1796
 BK1796.The horizontal coordinates were scaled from a topographic map and have
 BK1796.an estimated accuracy of +/- 6 seconds.
 BK1796
 BK1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1796.The vertical order pertains to the NGVD 29 superseded value.
 BK1796
 BK1796.The geoid height was determined by GEOID03.
 BK1796
 BK1796;                    North         East    Units  Estimated Accuracy
 BK1796;SPC TX C     - 3,086,670.    1,317,710.      MT  (+/- 180 meters Scaled)
 BK1796
 BK1796                          SUPERSEDED SURVEY CONTROL
 BK1796
 BK1796  NGVD 29 (??/??/??)   12.694  (m)           41.65   (f) ADJUSTED    1 2
 BK1796
 BK1796.Superseded values are not recommended for survey control.
 BK1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1796.See file dsdata.txt to determine how the superseded data were derived.
 BK1796
 BK1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP125509(NAD 83)
 BK1796_MARKER: DB = BENCH MARK DISK
 BK1796_SETTING: 0 = UNSPECIFIED SETTING
 BK1796_STAMPING: 41.647 Y 89 1932
 BK1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1796
 BK1796  HISTORY     - Date     Condition        Report By
 BK1796  HISTORY     - 1932     MONUMENTED       CGS
 BK1796  HISTORY     - 1976     MARK NOT FOUND   USGS
 BK1796  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1796
 BK1796                          STATION DESCRIPTION
 BK1796
 BK1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1796'6.25 MI N FROM MAURICEVILLE.
 BK1796'6.25 MILES NORTH OF THE STATION AT MAURICEVILLE ON THE ORANGE AND
 BK1796'NORTHWESTERN R.R., 45 FEET WEST OF THE TRACK 30 FEET EAST OF HIGHWAY
 BK1796'NO. 62, 40 FEET NORTH OF PRIVATE ROAD AND GRADE CROSSING, 3 POLES
 BK1796'NORTH OF MILE POLE NO. B 484, 1 MILE NORTH OF THE SIDING AT GIST.
 BK1796
 BK1796                          STATION RECOVERY (1976)
 BK1796
 BK1796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BK1796'MARK NOT FOUND.
 BK1796
 BK1796                          STATION RECOVERY (1979)
 BK1796
 BK1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1184 ***********************************************************************
 BY1184  DESIGNATION -  Y 891
 BY1184  PID         -  BY1184
 BY1184  STATE/COUNTY-  TX/NACOGDOCHES
 BY1184  USGS QUAD   -  WODEN (1983)
 BY1184
 BY1184                         *CURRENT SURVEY CONTROL
 BY1184  ___________________________________________________________________
 BY1184* NAD 83(1986)-  31 36 53.     (N)    094 31 17.     (W)     SCALED    
 BY1184* NAVD 88     -        93.26   (+/-2cm)     306.0    (feet)  VERTCON   
 BY1184  ___________________________________________________________________
 BY1184  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY1184
 BY1184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1184
 BY1184.The horizontal coordinates were scaled from a topographic map and have
 BY1184.an estimated accuracy of +/- 6 seconds.
 BY1184
 BY1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1184.The vertical order pertains to the NGVD 29 superseded value.
 BY1184
 BY1184.The geoid height was determined by GEOID03.
 BY1184
 BY1184;                    North         East    Units  Estimated Accuracy
 BY1184;SPC TX C     - 3,230,360.    1,251,190.      MT  (+/- 180 meters Scaled)
 BY1184
 BY1184                          SUPERSEDED SURVEY CONTROL
 BY1184
 BY1184  NGVD 29 (??/??/92)   93.309  (m)          306.13   (f) ADJ UNCH    2 0
 BY1184
 BY1184.Superseded values are not recommended for survey control.
 BY1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1184.See file dsdata.txt to determine how the superseded data were derived.
 BY1184
 BY1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ556987(NAD 83)
 BY1184_MARKER: DB = BENCH MARK DISK
 BY1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1184_STAMPING: Y 891 1948
 BY1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1184+STABILITY: SURFACE MOTION
 BY1184
 BY1184  HISTORY     - Date     Condition        Report By
 BY1184  HISTORY     - 1948     MONUMENTED       CGS
 BY1184  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1184  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1184
 BY1184                          STATION DESCRIPTION
 BY1184
 BY1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1184'2.4 MI W FROM SWIFT.
 BY1184'2.4 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1184'SWIFT, 0.4 MILE EAST OF A CONCRETE HIGHWAY BRIDGE, 0.25 MILE WEST OF A
 BY1184'CONCRETE HIGHWAY BRIDGE, 117.0 FEET SOUTH OF THE CENTER LINE OF THE
 BY1184'HIGHWAY (MEASURED FROM A POINT 53.0 FEET WEST OF THE JUNCTION OF A
 BY1184'DIRT ROAD LEADING NORTH AND 82.0 FEET WEST OF THE WEST END OF CONCRETE
 BY1184'HEADWALL FOR 24-INCH CONCRETE PIPE CULVERT), 105.0 FEET EAST OF THE
 BY1184'EAST FACE OF A FILLING STATION AND DWELLING OF W. T. CHRISTOPHER, 10.0
 BY1184'FEET WEST OF THE CENTER OF A GATE FOR A FARM ROAD LEADING NORTH INTO A
 BY1184'PASTURE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BY1184'ABOVE THE GROUND.
 BY1184
 BY1184                          STATION RECOVERY (1977)
 BY1184
 BY1184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1184'MARK NOT FOUND.
 BY1184
 BY1184                          STATION RECOVERY (1998)
 BY1184
 BY1184'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1200 ***********************************************************************
 BY1200  DESIGNATION -  Y 892
 BY1200  PID         -  BY1200
 BY1200  STATE/COUNTY-  TX/NACOGDOCHES
 BY1200  USGS QUAD   -  WODEN (1983)
 BY1200
 BY1200                         *CURRENT SURVEY CONTROL
 BY1200  ___________________________________________________________________
 BY1200* NAD 83(1986)-  31 30 44.     (N)    094 32 03.     (W)     SCALED    
 BY1200* NAVD 88     -        85.82   (+/-2cm)     281.6    (feet)  VERTCON   
 BY1200  ___________________________________________________________________
 BY1200  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY1200
 BY1200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1200
 BY1200.The horizontal coordinates were scaled from a topographic map and have
 BY1200.an estimated accuracy of +/- 6 seconds.
 BY1200
 BY1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1200.The vertical order pertains to the NGVD 29 superseded value.
 BY1200
 BY1200.The geoid height was determined by GEOID03.
 BY1200
 BY1200;                    North         East    Units  Estimated Accuracy
 BY1200;SPC TX C     - 3,218,950.    1,250,570.      MT  (+/- 180 meters Scaled)
 BY1200
 BY1200                          SUPERSEDED SURVEY CONTROL
 BY1200
 BY1200  NGVD 29 (??/??/92)   85.888  (m)          281.78   (f) ADJ UNCH    2 0
 BY1200
 BY1200.Superseded values are not recommended for survey control.
 BY1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1200.See file dsdata.txt to determine how the superseded data were derived.
 BY1200
 BY1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ543873(NAD 83)
 BY1200_MARKER: DB = BENCH MARK DISK
 BY1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1200_STAMPING: Y-892 1948
 BY1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1200+STABILITY: SURFACE MOTION
 BY1200
 BY1200  HISTORY     - Date     Condition        Report By
 BY1200  HISTORY     - 1948     MONUMENTED       CGS
 BY1200  HISTORY     - 1977     GOOD             USGS
 BY1200  HISTORY     - 19980919 GOOD             USPSQD
 BY1200
 BY1200                          STATION DESCRIPTION
 BY1200
 BY1200'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY1200'0.65 MI N FROM WODEN.
 BY1200'0.65 MILE NORTH ALONG FARM RD. 226 FROM THE HIGH SCHOOL AT WODEN, AT
 BY1200'THE JUNCTION OF FARM RDS 226 AND 2259, 53 FT NE OF THE NE CORNER OF A
 BY1200'HOUSE, 110 FT WEST OF THE CENTER LINE OF FARM RD. 226, 120 FT SOUTH OF
 BY1200'THE CENTER LINE OF FARM RD. 2259, 142 FT SW OF THE ROAD JUNCTION, 13
 BY1200'FT WEST OF A LONE CHINA-BERRY TREE, AND SET IN THE TOP OF A CONCRETE
 BY1200'POST PROJECTING 0.4 FT ABOVE THE GROUND.
 BY1200
 BY1200                          STATION RECOVERY (1998)
 BY1200
 BY1200'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0323 ***********************************************************************
 BY0323  DESIGNATION -  Y 893
 BY0323  PID         -  BY0323
 BY0323  STATE/COUNTY-  TX/NACOGDOCHES
 BY0323  USGS QUAD   -  ETOILE NORTH (1984)
 BY0323
 BY0323                         *CURRENT SURVEY CONTROL
 BY0323  ___________________________________________________________________
 BY0323* NAD 83(1986)-  31 28 22.     (N)    094 29 46.     (W)     SCALED    
 BY0323* NAVD 88     -        87.37   (+/-2cm)     286.6    (feet)  VERTCON   
 BY0323  ___________________________________________________________________
 BY0323  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BY0323
 BY0323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0323
 BY0323.The horizontal coordinates were scaled from a topographic map and have
 BY0323.an estimated accuracy of +/- 6 seconds.
 BY0323
 BY0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0323.The vertical order pertains to the NGVD 29 superseded value.
 BY0323
 BY0323.The geoid height was determined by GEOID03.
 BY0323
 BY0323;                    North         East    Units  Estimated Accuracy
 BY0323;SPC TX C     - 3,214,770.    1,254,410.      MT  (+/- 180 meters Scaled)
 BY0323
 BY0323                          SUPERSEDED SURVEY CONTROL
 BY0323
 BY0323  NGVD 29 (??/??/92)   87.429  (m)          286.84   (f) ADJ UNCH    2 0
 BY0323
 BY0323.Superseded values are not recommended for survey control.
 BY0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0323.See file dsdata.txt to determine how the superseded data were derived.
 BY0323
 BY0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ578829(NAD 83)
 BY0323_MARKER: DB = BENCH MARK DISK
 BY0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0323_STAMPING: Y 893 1948
 BY0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0323+STABILITY: SURFACE MOTION
 BY0323
 BY0323  HISTORY     - Date     Condition        Report By
 BY0323  HISTORY     - 1948     MONUMENTED       CGS
 BY0323  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0323
 BY0323                          STATION DESCRIPTION
 BY0323
 BY0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0323'4.15 MI E FROM WODEN.
 BY0323'3.15 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY0323'WODEN, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, 63.0 FEET WEST OF A
 BY0323'16-INCH OAK TREE, 32.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 BY0323'21.0 FEET NORTHEAST OF A 12-INCH PINE TREE, 18.0 FEET NORTH OF AN
 BY0323'18-INCH ASH TREE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE
 BY0323'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0323
 BY0323                          STATION RECOVERY (1998)
 BY0323
 BY0323'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0223 ***********************************************************************
 BY0223  DESIGNATION -  Y 894
 BY0223  PID         -  BY0223
 BY0223  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0223  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0223
 BY0223                         *CURRENT SURVEY CONTROL
 BY0223  ___________________________________________________________________
 BY0223* NAD 83(1986)-  31 32 10.     (N)    094 12 24.     (W)     SCALED    
 BY0223* NAVD 88     -       112.50   (+/-2cm)     369.1    (feet)  VERTCON   
 BY0223  ___________________________________________________________________
 BY0223  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY0223
 BY0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0223
 BY0223.The horizontal coordinates were scaled from a topographic map and have
 BY0223.an estimated accuracy of +/- 6 seconds.
 BY0223
 BY0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0223.The vertical order pertains to the NGVD 29 superseded value.
 BY0223
 BY0223.The geoid height was determined by GEOID03.
 BY0223
 BY0223;                    North         East    Units  Estimated Accuracy
 BY0223;SPC TX C     - 3,223,260.    1,281,490.      MT  (+/- 180 meters Scaled)
 BY0223
 BY0223                          SUPERSEDED SURVEY CONTROL
 BY0223
 BY0223  NGVD 29 (??/??/92)  112.530  (m)          369.19   (f) ADJ UNCH    2 0
 BY0223
 BY0223.Superseded values are not recommended for survey control.
 BY0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0223.See file dsdata.txt to determine how the superseded data were derived.
 BY0223
 BY0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ854896(NAD 83)
 BY0223_MARKER: DB = BENCH MARK DISK
 BY0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0223_STAMPING: Y 894 1949
 BY0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0223+STABILITY: SURFACE MOTION
 BY0223
 BY0223  HISTORY     - Date     Condition        Report By
 BY0223  HISTORY     - 1949     MONUMENTED       CGS
 BY0223
 BY0223                          STATION DESCRIPTION
 BY0223
 BY0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0223'3.45 MI E FROM DENNING.
 BY0223'1.7 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0223'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, THENCE 1.05 MILE NORTH ALONG
 BY0223'A GRADED DIRT ROAD, THENCE 0.7 MILE EAST ALONG A GRADED DIRT ROAD, AT
 BY0223'A ROAD JUNCTION, AT THE EAST EDGE OF A CULTIVATED FIELD, ABOUT 800.0
 BY0223'FEET SOUTHEAST OF A FARMHOUSE, 180.0 FEET NORTH OF THE CENTER LINE OF
 BY0223'AN EAST-WEST ROAD, 20.0 FEET WEST OF THE CENTER LINE OF ROAD LEADING
 BY0223'NORTH, 3.7 FEET WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE POST,
 BY0223'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY0223'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0282 ***********************************************************************
 BY0282  DESIGNATION -  Y 895
 BY0282  PID         -  BY0282
 BY0282  STATE/COUNTY-  TX/NACOGDOCHES
 BY0282  USGS QUAD   -  MELROSE (1984)
 BY0282
 BY0282                         *CURRENT SURVEY CONTROL
 BY0282  ___________________________________________________________________
 BY0282* NAD 83(1986)-  31 32 57.     (N)    094 27 24.     (W)     SCALED    
 BY0282* NAVD 88     -       113.21   (+/-2cm)     371.4    (feet)  VERTCON   
 BY0282  ___________________________________________________________________
 BY0282  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BY0282
 BY0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0282
 BY0282.The horizontal coordinates were scaled from a topographic map and have
 BY0282.an estimated accuracy of +/- 6 seconds.
 BY0282
 BY0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0282.The vertical order pertains to the NGVD 29 superseded value.
 BY0282
 BY0282.The geoid height was determined by GEOID03.
 BY0282
 BY0282;                    North         East    Units  Estimated Accuracy
 BY0282;SPC TX C     - 3,223,420.    1,257,710.      MT  (+/- 180 meters Scaled)
 BY0282
 BY0282                          SUPERSEDED SURVEY CONTROL
 BY0282
 BY0282  NGVD 29 (??/??/92)  113.257  (m)          371.58   (f) ADJ UNCH    2 0
 BY0282
 BY0282.Superseded values are not recommended for survey control.
 BY0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0282.See file dsdata.txt to determine how the superseded data were derived.
 BY0282
 BY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ617913(NAD 83)
 BY0282_MARKER: DB = BENCH MARK DISK
 BY0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0282_STAMPING: Y 895 1949
 BY0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0282+STABILITY: SURFACE MOTION
 BY0282
 BY0282  HISTORY     - Date     Condition        Report By
 BY0282  HISTORY     - 1949     MONUMENTED       CGS
 BY0282  HISTORY     - 1962     GOOD             NGS
 BY0282
 BY0282                          STATION DESCRIPTION
 BY0282
 BY0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BY0282'1.85 MI SE FROM MELROSE.
 BY0282'1.85 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE ELEMENTARY SCHOOL
 BY0282'AT MELROSE, 0.25 MILE SOUTHEAST OF A JUNCTION WITH A ROAD LEADING
 BY0282'NORTH, 65.3 FEET SOUTHWEST OF A BOARD FENCE ALONG THE SOUTHWEST SIDE
 BY0282'OF A BARNYARD, 55.6 FEET NORTHEAST OF AND 5.0 FEET HIGHER THAN THE
 BY0282'CENTER LINE OF THE HIGHWAY, 31.5 FEET SOUTH OF THE CENTER LINE OF A
 BY0282'DRIVE LEADING TO THE BARNYARD, 19.8 FEET SOUTHWEST OF A 24-INCH OAK
 BY0282'TREE, 7.9 FEET SOUTHEAST OF A 24-INCH OAK TREE, 1.5 FEET NORTHWEST OF
 BY0282'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BY0282'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK WAS RECOVERED IN GOOD
 BY0282'CONDITION AS DESCRIBED, EXCEPT THE REFERENCE POST HAD ROTTED OFF AND
 BY0282'WAS LAYING BESIDE THE MARK.  A NEW METAL WITNESS POST, WITH SIGN, WAS
 BY0282'SET IN CONCRETE 1 FOOT EAST OF THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1491 ***********************************************************************
 BY1491  DESIGNATION -  Y 896
 BY1491  PID         -  BY1491
 BY1491  STATE/COUNTY-  TX/HOUSTON
 BY1491  USGS QUAD   -  CENTRALIA (1950)
 BY1491
 BY1491                         *CURRENT SURVEY CONTROL
 BY1491  ___________________________________________________________________
 BY1491* NAD 83(1986)-  31 17 39.     (N)    095 07 09.     (W)     SCALED    
 BY1491* NAVD 88     -        90.15   (+/-2cm)     295.8    (feet)  VERTCON   
 BY1491  ___________________________________________________________________
 BY1491  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY1491
 BY1491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1491
 BY1491.The horizontal coordinates were scaled from a topographic map and have
 BY1491.an estimated accuracy of +/- 6 seconds.
 BY1491
 BY1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1491.The vertical order pertains to the NGVD 29 superseded value.
 BY1491
 BY1491.The geoid height was determined by GEOID03.
 BY1491
 BY1491;                    North         East    Units  Estimated Accuracy
 BY1491;SPC TX C     - 3,192,050.    1,196,210.      MT  (+/- 180 meters Scaled)
 BY1491
 BY1491                          SUPERSEDED SURVEY CONTROL
 BY1491
 BY1491  NGVD 29 (??/??/92)   90.175  (m)          295.85   (f) ADJ UNCH    2 0
 BY1491
 BY1491.Superseded values are not recommended for survey control.
 BY1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1491.See file dsdata.txt to determine how the superseded data were derived.
 BY1491
 BY1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ982641(NAD 83)
 BY1491_MARKER: DB = BENCH MARK DISK
 BY1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1491_STAMPING: Y 896 1948
 BY1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1491+STABILITY: SURFACE MOTION
 BY1491
 BY1491  HISTORY     - Date     Condition        Report By
 BY1491  HISTORY     - 1948     MONUMENTED       CGS
 BY1491
 BY1491                          STATION DESCRIPTION
 BY1491
 BY1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1491'7.40 MI E FROM KENNARD.
 BY1491'4.55 MILES SOUTHEAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 25
 BY1491'FROM THE FARMERS GUARANTEE STATE BANK AT KENNARD, THENCE 2.85 MILES
 BY1491'EAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 27, 297.0 FEET EAST
 BY1491'OF A SMALL WOODEN BRIDGE, 25.0 FEET NORTH OF THE CENTER LINE OF THE
 BY1491'HIGHWAY, 9.5 FEET WEST OF A 14-INCH PINE TREE WITH A TRIANGULAR BLAZE,
 BY1491'1.8 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1491'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2124 ***********************************************************************
 BY2124  DESIGNATION -  Y 897 RESET 1958
 BY2124  PID         -  BY2124
 BY2124  STATE/COUNTY-  TX/FREESTONE
 BY2124  USGS QUAD   -  BUTLER (1964)
 BY2124
 BY2124                         *CURRENT SURVEY CONTROL
 BY2124  ___________________________________________________________________
 BY2124* NAD 83(1986)-  31 40 08.     (N)    095 56 46.     (W)     SCALED    
 BY2124* NAVD 88     -       106.67   (meters)     350.0    (feet)  RESET     
 BY2124  ___________________________________________________________________
 BY2124  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BY2124
 BY2124  VERT ORDER  -  THIRD
 BY2124
 BY2124.The horizontal coordinates were scaled from a topographic map and have
 BY2124.an estimated accuracy of +/- 6 seconds.
 BY2124
 BY2124.The orthometric height was computed from unverified reset data.
 BY2124
 BY2124.The geoid height was determined by GEOID03.
 BY2124
 BY2124;                    North         East    Units  Estimated Accuracy
 BY2124;SPC TX C     - 3,230,170.    1,115,920.      MT  (+/- 180 meters Scaled)
 BY2124
 BY2124                          SUPERSEDED SURVEY CONTROL
 BY2124
 BY2124  NGVD 29 (??/??/??)  106.65   (m)          349.9    (f) RESET       3  
 BY2124
 BY2124.Superseded values are not recommended for survey control.
 BY2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2124.See file dsdata.txt to determine how the superseded data were derived.
 BY2124
 BY2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR206075(NAD 83)
 BY2124_MARKER: DB = BENCH MARK DISK
 BY2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2124_STAMPING: Y 897 RESET 1958
 BY2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2124+STABILITY: SURFACE MOTION
 BY2124
 BY2124  HISTORY     - Date     Condition        Report By
 BY2124  HISTORY     - 1958     MONUMENTED       CGS
 BY2124
 BY2124                          STATION DESCRIPTION
 BY2124
 BY2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2124'13.0 MI SE FROM FAIRFIELD.
 BY2124'13.0 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 84 FROM THE COURT HOUSE IN
 BY2124'FAIRFIELD, 0.6 MILE EAST OF THE JUNCTION OF HIGHWAY NO. 489, ABOUT 35
 BY2124'YARDS EAST OF A SMALL CHURCH, 3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 BY2124'LINE OF THE HIGHWAY AND 63 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 BY2124'AND HIGHWAY SURVEY STAT. 1799+00.  A STANDARD DISK STAMPED Y 897 RESET
 BY2124'1958 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0085 ***********************************************************************
 BZ0085  DESIGNATION -  Y 899
 BZ0085  PID         -  BZ0085
 BZ0085  STATE/COUNTY-  TX/FREESTONE
 BZ0085  USGS QUAD   -  DEW (1982)
 BZ0085
 BZ0085                         *CURRENT SURVEY CONTROL
 BZ0085  ___________________________________________________________________
 BZ0085* NAD 83(1986)-  31 31 39.     (N)    096 14 32.     (W)     SCALED    
 BZ0085* NAVD 88     -       146.313  (meters)     480.03   (feet)  ADJUSTED  
 BZ0085  ___________________________________________________________________
 BZ0085  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BZ0085  DYNAMIC HT  -         146.136 (meters)     479.45  (feet)  COMP
 BZ0085  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 BZ0085
 BZ0085  VERT ORDER  -  SECOND    CLASS 0
 BZ0085
 BZ0085.The horizontal coordinates were scaled from a topographic map and have
 BZ0085.an estimated accuracy of +/- 6 seconds.
 BZ0085
 BZ0085.The orthometric height was determined by differential leveling
 BZ0085.and adjusted by the National Geodetic Survey in June 1991..
 BZ0085
 BZ0085.The geoid height was determined by GEOID03.
 BZ0085
 BZ0085.The dynamic height is computed by dividing the NAVD 88
 BZ0085.geopotential number by the normal gravity value computed on the
 BZ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0085.degrees latitude (g = 980.6199 gals.).
 BZ0085
 BZ0085.The modeled gravity was interpolated from observed gravity values.
 BZ0085
 BZ0085;                    North         East    Units  Estimated Accuracy
 BZ0085;SPC TX C     - 3,213,430.    1,088,430.      MT  (+/- 180 meters Scaled)
 BZ0085
 BZ0085                          SUPERSEDED SURVEY CONTROL
 BZ0085
 BZ0085  NGVD 29 (??/??/92)  146.306  (m)          480.01   (f) ADJ UNCH    2 0
 BZ0085
 BZ0085.Superseded values are not recommended for survey control.
 BZ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0085.See file dsdata.txt to determine how the superseded data were derived.
 BZ0085
 BZ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV618913(NAD 83)
 BZ0085_MARKER: DB = BENCH MARK DISK
 BZ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0085_STAMPING: Y 899 1948
 BZ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0085+STABILITY: SURFACE MOTION
 BZ0085
 BZ0085  HISTORY     - Date     Condition        Report By
 BZ0085  HISTORY     - 1948     MONUMENTED       CGS
 BZ0085
 BZ0085                          STATION DESCRIPTION
 BZ0085
 BZ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0085'1.15 MI SE FROM FREESTONE.
 BZ0085'1.15 MILES SOUTHEAST ALONG FARM HIGHWAY NO.80 FROM THE GRADE SCHOOL AT
 BZ0085'FREESTONE, 1.1 MILES NORTHWEST OF BENCH MARK X 899, 345.0 FEET
 BZ0085'SOUTHWEST AND ACROSS THE HIGHWAY FROM MILEPOST 197 OF THE
 BZ0085'BURLINGTON-ROCK ISLAND RAILROAD, 48.5 FEET WEST AND ABOUT 1.0 FOOT
 BZ0085'ABOVE THE CENTER OF THE HIGHWAY, 2.9 FEET NORTH OF A FENCE CORNER
 BZ0085'POST, 1.9 FEET SOUTH OF A WITNESS POST, 1.0 FOOT EAST OF A BARB WIRE
 BZ0085'FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 BZ0085'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0339 ***********************************************************************
 FL0339  DESIGNATION -  Y 9
 FL0339  PID         -  FL0339
 FL0339  STATE/COUNTY-  TX/GRAY
 FL0339  USGS QUAD   -  ROCKLEDGE (1964)
 FL0339
 FL0339                         *CURRENT SURVEY CONTROL
 FL0339  ___________________________________________________________________
 FL0339* NAD 83(1986)-  35 12 23.     (N)    100 46 50.     (W)     SCALED    
 FL0339* NAVD 88     -       946.519  (meters)    3105.37   (feet)  ADJUSTED  
 FL0339  ___________________________________________________________________
 FL0339  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL0339  DYNAMIC HT  -         945.458 (meters)    3101.89  (feet)  COMP
 FL0339  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 FL0339
 FL0339  VERT ORDER  -  FIRST     CLASS II
 FL0339
 FL0339.The horizontal coordinates were scaled from a topographic map and have
 FL0339.an estimated accuracy of +/- 6 seconds.
 FL0339
 FL0339.The orthometric height was determined by differential leveling
 FL0339.and adjusted by the National Geodetic Survey in June 1991..
 FL0339
 FL0339.The geoid height was determined by GEOID03.
 FL0339
 FL0339.The dynamic height is computed by dividing the NAVD 88
 FL0339.geopotential number by the normal gravity value computed on the
 FL0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0339.degrees latitude (g = 980.6199 gals.).
 FL0339
 FL0339.The modeled gravity was interpolated from observed gravity values.
 FL0339
 FL0339;                    North         East    Units  Estimated Accuracy
 FL0339;SPC TX N     - 1,134,070.      265,510.      MT  (+/- 180 meters Scaled)
 FL0339
 FL0339                          SUPERSEDED SURVEY CONTROL
 FL0339
 FL0339  NGVD 29 (??/??/92)  946.132  (m)         3104.10   (f) ADJ UNCH    1 2
 FL0339
 FL0339.Superseded values are not recommended for survey control.
 FL0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0339.See file dsdata.txt to determine how the superseded data were derived.
 FL0339
 FL0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD379973(NAD 83)
 FL0339_MARKER: P = PIPE CAP
 FL0339_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0339_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL0339_STAMPING: Y 9 EL 3104.036 FT
 FL0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0339
 FL0339  HISTORY     - Date     Condition        Report By
 FL0339  HISTORY     - UNK      MONUMENTED       CGS
 FL0339  HISTORY     - 1953     GOOD             NGS
 FL0339
 FL0339                          STATION DESCRIPTION
 FL0339
 FL0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0339'3.0 MI SW FROM ALANREED.
 FL0339'3.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0339'RAILROAD FROM THE STATION SIGN AT ALANREED, 37.5 FEET NORTHEAST OF
 FL0339'MILEPOST 699, 45.3 FEET NORTHWEST OF THE NRTHWEST RAIL, 1 FOOT EAST OF
 FL0339'A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 FL0339'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1882 ***********************************************************************
 BK1882  DESIGNATION -  Y 90
 BK1882  PID         -  BK1882
 BK1882  STATE/COUNTY-  TX/JASPER
 BK1882  USGS QUAD   -  JASPER EAST (1984)
 BK1882
 BK1882                         *CURRENT SURVEY CONTROL
 BK1882  ___________________________________________________________________
 BK1882* NAD 83(1986)-  30 54 20.     (N)    093 57 45.     (W)     SCALED    
 BK1882* NAVD 88     -        68.50   (+/-2cm)     224.7    (feet)  VERTCON   
 BK1882  ___________________________________________________________________
 BK1882  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BK1882
 BK1882  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1882
 BK1882.The horizontal coordinates were scaled from a topographic map and have
 BK1882.an estimated accuracy of +/- 6 seconds.
 BK1882
 BK1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1882.The vertical order pertains to the NGVD 29 superseded value.
 BK1882
 BK1882.The geoid height was determined by GEOID03.
 BK1882
 BK1882;                    North         East    Units  Estimated Accuracy
 BK1882;SPC TX C     - 3,154,770.    1,308,640.      MT  (+/- 180 meters Scaled)
 BK1882
 BK1882                          SUPERSEDED SURVEY CONTROL
 BK1882
 BK1882  NGVD 29 (??/??/??)   68.497  (m)          224.73   (f) ADJUSTED    1 2
 BK1882
 BK1882.Superseded values are not recommended for survey control.
 BK1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1882.See file dsdata.txt to determine how the superseded data were derived.
 BK1882
 BK1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ080195(NAD 83)
 BK1882_MARKER: DB = BENCH MARK DISK
 BK1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1882_STAMPING: Y 90 1932
 BK1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1882+STABILITY: SURFACE MOTION
 BK1882
 BK1882  HISTORY     - Date     Condition        Report By
 BK1882  HISTORY     - 1932     MONUMENTED       CGS
 BK1882  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1882  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1882
 BK1882                          STATION DESCRIPTION
 BK1882
 BK1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1882'2.3 MI S FROM JASPER.
 BK1882'2.3 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1882'STATION AT JASPER, JASPER COUNTY, 10 POLES NORTH OF MILE POLE 71, 5
 BK1882'RAILS NORTH OF A SIDING SWITCH, 2-1/2 RAILS SOUTH OF CULVERT 71 B, 50
 BK1882'FEET EAST OF THE TRACK, AND AT THE FENCE LINE.  A STANDARD DISK,
 BK1882'STAMPED Y 90 1932 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROADS
 BK1882'IMPASSABLE.
 BK1882
 BK1882                          STATION RECOVERY (1934)
 BK1882
 BK1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1882'MARK NOT FOUND.
 BK1882
 BK1882                          STATION RECOVERY (1978)
 BK1882
 BK1882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0065 ***********************************************************************
 BM0065  DESIGNATION -  Y 900
 BM0065  PID         -  BM0065
 BM0065  STATE/COUNTY-  TX/GRIMES
 BM0065  USGS QUAD   -  NAVASOTA (1989)
 BM0065
 BM0065                         *CURRENT SURVEY CONTROL
 BM0065  ___________________________________________________________________
 BM0065* NAD 83(1986)-  30 23 47.     (N)    096 04 20.     (W)     SCALED    
 BM0065* NAVD 88     -        87.79   (+/-2cm)     288.0    (feet)  VERTCON   
 BM0065  ___________________________________________________________________
 BM0065  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BM0065
 BM0065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0065
 BM0065.The horizontal coordinates were scaled from a topographic map and have
 BM0065.an estimated accuracy of +/- 6 seconds.
 BM0065
 BM0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0065.The vertical order pertains to the NGVD 29 superseded value.
 BM0065
 BM0065.The geoid height was determined by GEOID03.
 BM0065
 BM0065;                    North         East    Units  Estimated Accuracy
 BM0065;SPC TX C     - 3,088,740.    1,109,370.      MT  (+/- 180 meters Scaled)
 BM0065
 BM0065                          SUPERSEDED SURVEY CONTROL
 BM0065
 BM0065  NGVD 29 (??/??/92)   87.768  (m)          287.95   (f) ADJ UNCH    2 0
 BM0065
 BM0065.Superseded values are not recommended for survey control.
 BM0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0065.See file dsdata.txt to determine how the superseded data were derived.
 BM0065
 BM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU813663(NAD 83)
 BM0065_MARKER: DB = BENCH MARK DISK
 BM0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0065_STAMPING: Y-900 1944
 BM0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0065+STABILITY: SURFACE MOTION
 BM0065
 BM0065  HISTORY     - Date     Condition        Report By
 BM0065  HISTORY     - 1944     MONUMENTED       CGS
 BM0065  HISTORY     - 1958     POOR             USGS
 BM0065  HISTORY     - 19910622 MARK NOT FOUND   USPSQD
 BM0065  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0065
 BM0065                          STATION DESCRIPTION
 BM0065
 BM0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0065'1.0 MI NE FROM NAVASOTA.
 BM0065'ABOUT 1 MILE NORTHEAST ALONG HIGHWAY 90 FROM THE JUNCTIONS OF HIGHWAYS
 BM0065'6 AND 90 AT NAVASOTA GRIMES COUNTY, AT THE TOP OF A SMALL HILL, 33
 BM0065'FEET SOUTH OF CENTER LINE OF HIGHWAY, 1 FOOT NORTH OF RIGHT-OF-WAY
 BM0065'FENCE LINE, 2 FEET EAST OF TELEPHONE LINE POLE, 2 FEET WEST OF MARKER
 BM0065'POST, A STANDARD IRON DISK, STAMPED Y-900 1944 SET IN THE TOP OF A
 BM0065'CONCRETE POST AND PROJECTS 4 INCHES ABOVE THE GROUND.
 BM0065
 BM0065                          STATION RECOVERY (1958)
 BM0065
 BM0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BM0065'MARK RECOVERED IN POOR CONDITION.
 BM0065
 BM0065                          STATION RECOVERY (1991)
 BM0065
 BM0065'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0065'MARK NOT FOUND.
 BM0065
 BM0065                          STATION RECOVERY (1994)
 BM0065
 BM0065'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0155 ***********************************************************************
 DN0155  DESIGNATION -  Y 901
 DN0155  PID         -  DN0155
 DN0155  STATE/COUNTY-  TX/HUNT
 DN0155  USGS QUAD   -  GREENVILLE SE (1962)
 DN0155
 DN0155                         *CURRENT SURVEY CONTROL
 DN0155  ___________________________________________________________________
 DN0155* NAD 83(1986)-  33 04 24.     (N)    096 05 44.     (W)     SCALED    
 DN0155* NAVD 88     -       170.399  (meters)     559.05   (feet)  ADJUSTED  
 DN0155  ___________________________________________________________________
 DN0155  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DN0155  DYNAMIC HT  -         170.213 (meters)     558.44  (feet)  COMP
 DN0155  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 DN0155
 DN0155  VERT ORDER  -  SECOND    CLASS 0
 DN0155
 DN0155.The horizontal coordinates were scaled from a topographic map and have
 DN0155.an estimated accuracy of +/- 6 seconds.
 DN0155
 DN0155.The orthometric height was determined by differential leveling
 DN0155.and adjusted by the National Geodetic Survey in June 1991..
 DN0155
 DN0155.The geoid height was determined by GEOID03.
 DN0155
 DN0155.The dynamic height is computed by dividing the NAVD 88
 DN0155.geopotential number by the normal gravity value computed on the
 DN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0155.degrees latitude (g = 980.6199 gals.).
 DN0155
 DN0155.The modeled gravity was interpolated from observed gravity values.
 DN0155
 DN0155;                    North         East    Units  Estimated Accuracy
 DN0155;SPC TXNC     - 2,158,550.      824,470.      MT  (+/- 180 meters Scaled)
 DN0155
 DN0155                          SUPERSEDED SURVEY CONTROL
 DN0155
 DN0155  NGVD 29 (??/??/92)  170.385  (m)          559.00   (f) ADJ UNCH    2 0
 DN0155
 DN0155.Superseded values are not recommended for survey control.
 DN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0155.See file dsdata.txt to determine how the superseded data were derived.
 DN0155
 DN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB711631(NAD 83)
 DN0155_MARKER: DB = BENCH MARK DISK
 DN0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0155_SP_SET: CULVERT
 DN0155_STAMPING: Y 901 1945
 DN0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0155
 DN0155  HISTORY     - Date     Condition        Report By
 DN0155  HISTORY     - 1945     MONUMENTED       CGS
 DN0155  HISTORY     - 1959     MARK NOT FOUND   NGS
 DN0155  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0155
 DN0155                          STATION DESCRIPTION
 DN0155
 DN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DN0155'5.4 MI SE FROM GREENVILLE.
 DN0155'ABOUT 4.6 MILES SOUTH ALONG STATE HIGHWAY NO. 4 FROM THE COURTHOUSE AT
 DN0155'GREENVILLE, THENCE EAST 0.8 MILE ALONG TEXAS STATE WAR HIGHWAY NO. 20
 DN0155'TO SITE OF MARK, BENCH MARK IS ON TOP OF THE EAST END OF THE SOUTH
 DN0155'ROCK HEADWALL OF A TILE CULVERT.  AN IRON DISK STAMPED Y 901 1945 SET
 DN0155'IN A DRILL HOLE IN ROCK HEADWALL.
 DN0155
 DN0155                          STATION RECOVERY (1959)
 DN0155
 DN0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DN0155'MARK NOT FOUND.
 DN0155
 DN0155                          STATION RECOVERY (1994)
 DN0155
 DN0155'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0305 ***********************************************************************
 DN0305  DESIGNATION -  Y 902
 DN0305  PID         -  DN0305
 DN0305  STATE/COUNTY-  TX/GRAYSON
 DN0305  USGS QUAD   -  GUNTER (1974)
 DN0305
 DN0305                         *CURRENT SURVEY CONTROL
 DN0305  ___________________________________________________________________
 DN0305* NAD 83(1986)-  33 28 29.     (N)    096 44 19.     (W)     SCALED    
 DN0305* NAVD 88     -       224.831  (meters)     737.63   (feet)  ADJUSTED  
 DN0305  ___________________________________________________________________
 DN0305  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 DN0305  DYNAMIC HT  -         224.596 (meters)     736.86  (feet)  COMP
 DN0305  MODELED GRAV-     979,582.7   (mgal)                       NAVD 88
 DN0305
 DN0305  VERT ORDER  -  SECOND    CLASS 0
 DN0305
 DN0305.The horizontal coordinates were scaled from a topographic map and have
 DN0305.an estimated accuracy of +/- 6 seconds.
 DN0305
 DN0305.The orthometric height was determined by differential leveling
 DN0305.and adjusted by the National Geodetic Survey in June 1991..
 DN0305.WARNING-Repeat measurements at this control monument indicate possible
 DN0305.vertical movement.
 DN0305
 DN0305.The geoid height was determined by GEOID03.
 DN0305
 DN0305.The dynamic height is computed by dividing the NAVD 88
 DN0305.geopotential number by the normal gravity value computed on the
 DN0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0305.degrees latitude (g = 980.6199 gals.).
 DN0305
 DN0305.The modeled gravity was interpolated from observed gravity values.
 DN0305
 DN0305;                    North         East    Units  Estimated Accuracy
 DN0305;SPC TXNC     - 2,201,870.      763,700.      MT  (+/- 180 meters Scaled)
 DN0305
 DN0305                          SUPERSEDED SURVEY CONTROL
 DN0305
 DN0305  NGVD 29 (??/??/92)  224.832  (m)          737.64   (f) ADJ UNCH    2 0
 DN0305
 DN0305.Superseded values are not recommended for survey control.
 DN0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0305.See file dsdata.txt to determine how the superseded data were derived.
 DN0305
 DN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC101062(NAD 83)
 DN0305_MARKER: DB = BENCH MARK DISK
 DN0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0305_SP_SET: CULVERT
 DN0305_STAMPING: Y 902 1945
 DN0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0305
 DN0305  HISTORY     - Date     Condition        Report By
 DN0305  HISTORY     - 1945     MONUMENTED       CGS
 DN0305  HISTORY     - 1952     GOOD             NGS
 DN0305  HISTORY     - 19990213 GOOD             USPSQD
 DN0305
 DN0305                          STATION DESCRIPTION
 DN0305
 DN0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0305'1.8 MI N FROM GUNTER.
 DN0305'1.8 MILES NORTH ALONG STATE HIGHWAY 289 FROM THE HIGH SCHOOL AT
 DN0305'GUNTER, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 DN0305'OF THE NORTH END OF THE WEST HEADWALL OF A 4 X 4 FOOT CONCRETE
 DN0305'CULVERT.
 DN0305
 DN0305                          STATION RECOVERY (1999)
 DN0305
 DN0305'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0022 ***********************************************************************
 CC0022  DESIGNATION -  Y 903 RESET 1967
 CC0022  PID         -  CC0022
 CC0022  STATE/COUNTY-  TX/MIDLAND
 CC0022  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0022
 CC0022                         *CURRENT SURVEY CONTROL
 CC0022  ___________________________________________________________________
 CC0022* NAD 83(1986)-  31 55 53.     (N)    102 11 56.     (W)     SCALED    
 CC0022* NAVD 88     -       867.54   (meters)    2846.3    (feet)  RESET     
 CC0022  ___________________________________________________________________
 CC0022  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CC0022
 CC0022  VERT ORDER  -  THIRD
 CC0022
 CC0022.The horizontal coordinates were scaled from a topographic map and have
 CC0022.an estimated accuracy of +/- 6 seconds.
 CC0022
 CC0022.The orthometric height was computed from unverified reset data.
 CC0022
 CC0022.The geoid height was determined by GEOID03.
 CC0022
 CC0022;                    North         East    Units  Estimated Accuracy
 CC0022;SPC TX C     - 3,252,550.      523,590.      MT  (+/- 180 meters Scaled)
 CC0022
 CC0022                          SUPERSEDED SURVEY CONTROL
 CC0022
 CC0022.No superseded survey control is available for this station.
 CC0022
 CC0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR648362(NAD 83)
 CC0022_MARKER: DB = BENCH MARK DISK
 CC0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0022_SP_SET: CULVERT
 CC0022_STAMPING: Y 903 RESET 1967
 CC0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0022
 CC0022  HISTORY     - Date     Condition        Report By
 CC0022  HISTORY     - 1967     MONUMENTED       TXHD
 CC0022
 CC0022                          STATION DESCRIPTION
 CC0022
 CC0022'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1967
 CC0022'8.45 MI SW FROM MIDLAND.
 CC0022'8.45 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0022'STATION AT MIDLAND, 5 POLES NORTHEAST OF MILEPOST 562, 67.9 FEET
 CC0022'NORTHWEST OF THE NORTHWEST RAIL, 24 FEET SOUTHEAST OF THE CENTER LINE
 CC0022'OF THE SOUTHEAST TRAFFIC LANE OF U.S. HIGHWAY 80, SET IN THE TOP OF
 CC0022'THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT
 CC0022'UNDER THE HIGHWAY.  NOTE-- MARK IS SET ON THE RAISED HEADWALL.  USE
 CC0022'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0237 ***********************************************************************
 CC0237  DESIGNATION -  Y 904
 CC0237  PID         -  CC0237
 CC0237  STATE/COUNTY-  TX/WARD
 CC0237  USGS QUAD   -  MONAHANS (1981)
 CC0237
 CC0237                         *CURRENT SURVEY CONTROL
 CC0237  ___________________________________________________________________
 CC0237* NAD 83(1986)-  31 34 28.     (N)    102 58 02.     (W)     SCALED    
 CC0237* NAVD 88     -       807.952  (meters)    2650.76   (feet)  ADJUSTED  
 CC0237  ___________________________________________________________________
 CC0237  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CC0237  DYNAMIC HT  -         806.824 (meters)    2647.06  (feet)  COMP
 CC0237  MODELED GRAV-     979,216.2   (mgal)                       NAVD 88
 CC0237
 CC0237  VERT ORDER  -  FIRST     CLASS II
 CC0237
 CC0237.The horizontal coordinates were scaled from a topographic map and have
 CC0237.an estimated accuracy of +/- 6 seconds.
 CC0237
 CC0237.The orthometric height was determined by differential leveling
 CC0237.and adjusted by the National Geodetic Survey in June 1991..
 CC0237
 CC0237.The geoid height was determined by GEOID03.
 CC0237
 CC0237.The dynamic height is computed by dividing the NAVD 88
 CC0237.geopotential number by the normal gravity value computed on the
 CC0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0237.degrees latitude (g = 980.6199 gals.).
 CC0237
 CC0237.The modeled gravity was interpolated from observed gravity values.
 CC0237
 CC0237;                    North         East    Units  Estimated Accuracy
 CC0237;SPC TX C     - 3,214,450.      450,010.      MT  (+/- 180 meters Scaled)
 CC0237
 CC0237                          SUPERSEDED SURVEY CONTROL
 CC0237
 CC0237  NGVD 29 (??/??/92)  807.631  (m)         2649.70   (f) ADJ UNCH    1 2
 CC0237
 CC0237.Superseded values are not recommended for survey control.
 CC0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0237.See file dsdata.txt to determine how the superseded data were derived.
 CC0237
 CC0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ929950(NAD 83)
 CC0237_MARKER: DB = BENCH MARK DISK
 CC0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0237_STAMPING: Y 904 1945
 CC0237_MARK LOGO: CGS   
 CC0237_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0237+STABILITY: SURFACE MOTION
 CC0237
 CC0237  HISTORY     - Date     Condition        Report By
 CC0237  HISTORY     - 1945     MONUMENTED       CGS
 CC0237  HISTORY     - 1956     GOOD             NGS
 CC0237  HISTORY     - 1981     GOOD             NGS
 CC0237
 CC0237                          STATION DESCRIPTION
 CC0237
 CC0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0237'2.0 MI E FROM WICKETT.
 CC0237'2.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0237'WICKETT, WARD COUNTY, 100 YARDS SOUTHEAST OF THE SIGN WICKETT PS 1
 CC0237'MILE, 25.5 FEET EAST OF MILEPOST 614, 42.6 FEET SOUTH OF THE
 CC0237'CENTERLINE OF THE TRACK, 87 FEET NORTH OF THE CENTERLINE OF U.S.
 CC0237'HIGHWAY 80, IN LINE WITH A ROW OF POLES BETWEEN THE TRACK OF THE
 CC0237'HIGHWAY, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 CC0237'LOWER THAN THE TRACK.  AN IRON BENCH-MARK DISK, SET IN THE TOP OF A
 CC0237'CONCRETE POST AND PROJECTING 5 INCHES ABOVE GROUND.
 CC0237
 CC0237                          STATION RECOVERY (1981)
 CC0237
 CC0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0237'7.5 KM (4.65 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CC0237'ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.6 KM (0.4 MI)
 CC0237'SOUTHWEST OF A PAVED ROAD LEADING NORTH TO A POWER PLANT, 46.0
 CC0237'METERS (151.0 FT) EAST OF MILE POST 614, 26.8 METERS (87.8 FT)
 CC0237'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 80, 12.3 METERS
 CC0237'(40.3 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL, AND 0.3 METER (1.0 FT)
 CC0237'WEST-SOUTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0237'THE MARK IS 0.5 METERS  ENE FROM A WITNESS POST.
 CC0237'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0023 ***********************************************************************
 DQ0023  DESIGNATION -  Y 905
 DQ0023  PID         -  DQ0023
 DQ0023  STATE/COUNTY-  TX/LUBBOCK
 DQ0023  USGS QUAD   -  WOLFFORTH (1985)
 DQ0023
 DQ0023                         *CURRENT SURVEY CONTROL
 DQ0023  ___________________________________________________________________
 DQ0023* NAD 83(1986)-  33 34 41.     (N)    102 01 35.     (W)     SCALED    
 DQ0023* NAVD 88     -      1011.011  (meters)    3316.96   (feet)  ADJUSTED  
 DQ0023  ___________________________________________________________________
 DQ0023  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 DQ0023  DYNAMIC HT  -        1009.699 (meters)    3312.65  (feet)  COMP
 DQ0023  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 DQ0023
 DQ0023  VERT ORDER  -  SECOND    CLASS 0
 DQ0023
 DQ0023.The horizontal coordinates were scaled from a topographic map and have
 DQ0023.an estimated accuracy of +/- 6 seconds.
 DQ0023
 DQ0023.The orthometric height was determined by differential leveling
 DQ0023.and adjusted by the National Geodetic Survey in June 1991..
 DQ0023
 DQ0023.The geoid height was determined by GEOID03.
 DQ0023
 DQ0023.The dynamic height is computed by dividing the NAVD 88
 DQ0023.geopotential number by the normal gravity value computed on the
 DQ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0023.degrees latitude (g = 980.6199 gals.).
 DQ0023
 DQ0023.The modeled gravity was interpolated from observed gravity values.
 DQ0023
 DQ0023;                    North         East    Units  Estimated Accuracy
 DQ0023;SPC TXNC     - 2,217,450.      272,700.      MT  (+/- 180 meters Scaled)
 DQ0023
 DQ0023                          SUPERSEDED SURVEY CONTROL
 DQ0023
 DQ0023  NGVD 29 (??/??/92) 1010.635  (m)         3315.72   (f) ADJ UNCH    2 0
 DQ0023
 DQ0023.Superseded values are not recommended for survey control.
 DQ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0023.See file dsdata.txt to determine how the superseded data were derived.
 DQ0023
 DQ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT760193(NAD 83)
 DQ0023_MARKER: DB = BENCH MARK DISK
 DQ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0023_STAMPING: Y 905 1945
 DQ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0023+STABILITY: SURFACE MOTION
 DQ0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0023+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 DQ0023
 DQ0023  HISTORY     - Date     Condition        Report By
 DQ0023  HISTORY     - 1945     MONUMENTED       CGS
 DQ0023  HISTORY     - 20040327 GOOD             GEOCAC
 DQ0023
 DQ0023                          STATION DESCRIPTION
 DQ0023
 DQ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DQ0023'8.1 MI E FROM SMYER.
 DQ0023'IN LUBBOCK COUNTY, 8.1 MILES EAST ALONG STATE HIGHWAY 290 FROM THE
 DQ0023'PANHANDLE AND SANTA FE RAILWAY STATION AT SMYER, HOCKLEY COUNTY, AT
 DQ0023'THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH TO REESE AIR FORCE BASE,
 DQ0023'103.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 49 FEET WEST OF THE
 DQ0023'CENTERLINE OF THE ASPHALT ROAD, 1 FOOT EAST OF THE MILITARY
 DQ0023'RESERVATION FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST. A
 DQ0023'STANDARD DISK, STAMPED Y 905 1945 AND SET IN THE TOP OF A CONCRETE
 DQ0023'POST PROJECTING 5 INCHES ABOVE GROUND.
 DQ0023
 DQ0023                          STATION RECOVERY (2004)
 DQ0023
 DQ0023'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 DQ0023'RECOVERED IN GOOD CONDITION.  NO LONGER REESE AIR FORCE BASE.  NOW
 DQ0023'NAMED REESE TECHNOLOGICAL CENTER.  MARK ABOUT 3 METERS (10 FT) NORTH
 DQ0023'OF FENCE CORNER.
 DQ0023'HANDHELD GPS COORDINATES N33 34 40.9 W102 01 35.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0970 ***********************************************************************
 CS0970  DESIGNATION -  Y 907
 CS0970  PID         -  CS0970
 CS0970  STATE/COUNTY-  TX/HILL
 CS0970  USGS QUAD   -  MERTENS (1965)
 CS0970
 CS0970                         *CURRENT SURVEY CONTROL
 CS0970  ___________________________________________________________________
 CS0970* NAD 83(1986)-  32 02 44.     (N)    096 57 41.     (W)     SCALED    
 CS0970* NAVD 88     -       191.102  (meters)     626.97   (feet)  ADJUSTED  
 CS0970  ___________________________________________________________________
 CS0970  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CS0970  DYNAMIC HT  -         190.869 (meters)     626.21  (feet)  COMP
 CS0970  MODELED GRAV-     979,419.0   (mgal)                       NAVD 88
 CS0970
 CS0970  VERT ORDER  -  SECOND    CLASS 0
 CS0970
 CS0970.The horizontal coordinates were scaled from a topographic map and have
 CS0970.an estimated accuracy of +/- 6 seconds.
 CS0970
 CS0970.The orthometric height was determined by differential leveling
 CS0970.and adjusted by the National Geodetic Survey in June 1991..
 CS0970
 CS0970.The geoid height was determined by GEOID03.
 CS0970
 CS0970.The dynamic height is computed by dividing the NAVD 88
 CS0970.geopotential number by the normal gravity value computed on the
 CS0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0970.degrees latitude (g = 980.6199 gals.).
 CS0970
 CS0970.The modeled gravity was interpolated from observed gravity values.
 CS0970
 CS0970;                    North         East    Units  Estimated Accuracy
 CS0970;SPC TXNC     - 2,043,080.      745,320.      MT  (+/- 180 meters Scaled)
 CS0970
 CS0970                          SUPERSEDED SURVEY CONTROL
 CS0970
 CS0970  NGVD 29 (??/??/92)  191.068  (m)          626.86   (f) ADJ UNCH    2 0
 CS0970
 CS0970.Superseded values are not recommended for survey control.
 CS0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0970.See file dsdata.txt to determine how the superseded data were derived.
 CS0970
 CS0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA924473(NAD 83)
 CS0970_MARKER: DB = BENCH MARK DISK
 CS0970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0970_SP_SET: CULVERT
 CS0970_STAMPING: Y 907 1946
 CS0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0970
 CS0970  HISTORY     - Date     Condition        Report By
 CS0970  HISTORY     - 1946     MONUMENTED       CGS
 CS0970  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS0970
 CS0970                          STATION DESCRIPTION
 CS0970
 CS0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0970'0.2 MI E FROM BRANDON.
 CS0970'MARK IS LOCATED ABOUT 0.2 MILE EAST OF BRANDON ALONG STATE HIGHWAY NO.
 CS0970'22, 18 FEET NORTH OF THE CENTER OF THE HIGHWAY, 24 FEET WEST OF A ROAD
 CS0970'LEADING NORTH, 175 FEET NORTH OF A SCHOOL.  IT IS A DISK SET IN THE
 CS0970'CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 CS0970
 CS0970                          STATION RECOVERY (1999)
 CS0970
 CS0970'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0056 ***********************************************************************
 AY0056  DESIGNATION -  Y 908
 AY0056  PID         -  AY0056
 AY0056  STATE/COUNTY-  TX/BEXAR
 AY0056  USGS QUAD   -  LONGHORN (1992)
 AY0056
 AY0056                         *CURRENT SURVEY CONTROL
 AY0056  ___________________________________________________________________
 AY0056* NAD 83(1986)-  29 31 36.     (N)    098 28 19.     (W)     SCALED    
 AY0056* NAVD 88     -       240.263  (meters)     788.26   (feet)  POSTED    
 AY0056  ___________________________________________________________________
 AY0056  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AY0056  DYNAMIC HT  -         239.910 (meters)     787.10  (feet)  COMP
 AY0056  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AY0056
 AY0056  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0056
 AY0056.This mark is at San Antonio Intl (SAT) Airport (SAT)
 AY0056
 AY0056.The horizontal coordinates were scaled from a topographic map and have
 AY0056.an estimated accuracy of +/- 6 seconds.
 AY0056
 AY0056.The orthometric height was determined by differential leveling
 AY0056.and adjusted by the National Geodetic Survey in 1992..
 AY0056.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0056.rate of 1.1 thru 2.0 mm/km.
 AY0056
 AY0056.The geoid height was determined by GEOID03.
 AY0056
 AY0056.The dynamic height is computed by dividing the NAVD 88
 AY0056.geopotential number by the normal gravity value computed on the
 AY0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0056.degrees latitude (g = 980.6199 gals.).
 AY0056
 AY0056.The modeled gravity was interpolated from observed gravity values.
 AY0056
 AY0056;                    North         East    Units  Estimated Accuracy
 AY0056;SPC TXSC     - 4,187,780.      651,180.      MT  (+/- 180 meters Scaled)
 AY0056
 AY0056                          SUPERSEDED SURVEY CONTROL
 AY0056
 AY0056  NGVD 29 (??/??/92)  240.118  (m)          787.79   (f) ADJ UNCH    1 2
 AY0056
 AY0056.Superseded values are not recommended for survey control.
 AY0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0056.See file dsdata.txt to determine how the superseded data were derived.
 AY0056
 AY0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT511664(NAD 83)
 AY0056_MARKER: DB = BENCH MARK DISK
 AY0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0056_SP_SET: FLOOR
 AY0056_STAMPING: Y 908 1944
 AY0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0056
 AY0056  HISTORY     - Date     Condition        Report By
 AY0056  HISTORY     - 1944     MONUMENTED       CGS
 AY0056  HISTORY     - 1971     GOOD             NGS
 AY0056  HISTORY     - 1975     GOOD             NGS
 AY0056  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0056  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0056
 AY0056                          STATION DESCRIPTION
 AY0056
 AY0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AY0056'IN SAN ANTONIO.
 AY0056'THE MARK IS LOCATED AT THE SAN ANTONIO INTERNATIONAL AIRPORT INSIDE
 AY0056'THE PARTS SHED OF HANGAR 2.  IT IS 3.4 FEET SOUTH OF THE SOUTH EDGE OF
 AY0056'THE DOOR LEADING FROM THE HANGAR TO THE SHED, 59 FT. SOUTH OF THE
 AY0056'NORTH EDGE OF THE BUILDING.  IT IS A STANDARD DISK SET IN A DRILL HOLE
 AY0056'IN THE CONCRETE FLOOR BETWEEN TWO SETS OF CONCRETE STAIRS.
 AY0056
 AY0056                          STATION RECOVERY (1975)
 AY0056
 AY0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AY0056'RECOVERED IN GOOD CONDITION.
 AY0056
 AY0056                          STATION RECOVERY (1989)
 AY0056
 AY0056'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0056'MARK NOT FOUND.
 AY0056
 AY0056                          STATION RECOVERY (1999)
 AY0056
 AY0056'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0398 ***********************************************************************
 AH0398  DESIGNATION -  Y 909
 AH0398  PID         -  AH0398
 AH0398  STATE/COUNTY-  TX/NUECES
 AH0398  USGS QUAD   -  OSO CREEK NE (1975)
 AH0398
 AH0398                         *CURRENT SURVEY CONTROL
 AH0398  ___________________________________________________________________
 AH0398* NAD 83(1986)-  27 40 53.     (N)    097 16 27.     (W)     SCALED    
 AH0398* NAVD 88     -         5.523  (meters)      18.12   (feet)  ADJUSTED  
 AH0398  ___________________________________________________________________
 AH0398  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AH0398  DYNAMIC HT  -           5.514 (meters)      18.09  (feet)  COMP
 AH0398  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 AH0398
 AH0398  VERT ORDER  -  SECOND    CLASS 0
 AH0398
 AH0398.The horizontal coordinates were scaled from a topographic map and have
 AH0398.an estimated accuracy of +/- 6 seconds.
 AH0398
 AH0398.The orthometric height was determined by differential leveling
 AH0398.and adjusted by the National Geodetic Survey in June 1991..
 AH0398
 AH0398.The geoid height was determined by GEOID03.
 AH0398
 AH0398.The dynamic height is computed by dividing the NAVD 88
 AH0398.geopotential number by the normal gravity value computed on the
 AH0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0398.degrees latitude (g = 980.6199 gals.).
 AH0398
 AH0398.The modeled gravity was interpolated from observed gravity values.
 AH0398
 AH0398;                    North         East    Units  Estimated Accuracy
 AH0398;SPC TX S     - 5,223,810.      420,920.      MT  (+/- 180 meters Scaled)
 AH0398
 AH0398                          SUPERSEDED SURVEY CONTROL
 AH0398
 AH0398  NGVD 29 (??/??/92)    5.683  (m)           18.64   (f) ADJ UNCH    2 0
 AH0398
 AH0398.Superseded values are not recommended for survey control.
 AH0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0398.See file dsdata.txt to determine how the superseded data were derived.
 AH0398
 AH0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR701631(NAD 83)
 AH0398_MARKER: DB = BENCH MARK DISK
 AH0398_SETTING: 0 = UNSPECIFIED SETTING
 AH0398_STAMPING: Y 909 1945
 AH0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0398
 AH0398  HISTORY     - Date     Condition        Report By
 AH0398  HISTORY     - 1945     MONUMENTED       CGS
 AH0398  HISTORY     - 1949     GOOD             NGS
 AH0398  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0398  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0398
 AH0398                          STATION DESCRIPTION
 AH0398
 AH0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0398'IN CORPUS CHRISTI.
 AH0398'AT CORPUS CHRISTI NAVAL AIR STATION, NUECES COUNTY, ON LEXINGTON
 AH0398'BOULEVARD (STATE HIGHWAY 358), AT THE SOUTH GATE, 27 FEET WEST OF THE
 AH0398'SENTRY BOX, AND 18 INCHES SOUTH OF THE WEST GATEPOST.  A STANDARD
 AH0398'DISK, STAMPED Y 909 1945.
 AH0398
 AH0398                          STATION RECOVERY (1997)
 AH0398
 AH0398'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0398'MARK NOT FOUND.
 AH0398
 AH0398                          STATION RECOVERY (2001)
 AH0398
 AH0398'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0399 ***********************************************************************
 AH0399  DESIGNATION -  Y 909 RESET
 AH0399  PID         -  AH0399
 AH0399  STATE/COUNTY-  TX/NUECES
 AH0399  USGS QUAD   -  OSO CREEK NE (1975)
 AH0399
 AH0399                         *CURRENT SURVEY CONTROL
 AH0399  ___________________________________________________________________
 AH0399* NAD 83(1986)-  27 40 54.     (N)    097 16 27.     (W)     SCALED    
 AH0399* NAVD 88     -         5.403  (meters)      17.73   (feet)  ADJUSTED  
 AH0399  ___________________________________________________________________
 AH0399  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AH0399  DYNAMIC HT  -           5.395 (meters)      17.70  (feet)  COMP
 AH0399  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 AH0399
 AH0399  VERT ORDER  -  FIRST     CLASS II
 AH0399
 AH0399.The horizontal coordinates were scaled from a topographic map and have
 AH0399.an estimated accuracy of +/- 6 seconds.
 AH0399
 AH0399.The orthometric height was determined by differential leveling
 AH0399.and adjusted by the National Geodetic Survey in December 1997..
 AH0399
 AH0399.The geoid height was determined by GEOID03.
 AH0399
 AH0399.The dynamic height is computed by dividing the NAVD 88
 AH0399.geopotential number by the normal gravity value computed on the
 AH0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0399.degrees latitude (g = 980.6199 gals.).
 AH0399
 AH0399.The modeled gravity was interpolated from observed gravity values.
 AH0399
 AH0399;                    North         East    Units  Estimated Accuracy
 AH0399;SPC TX S     - 5,223,840.      420,920.      MT  (+/- 180 meters Scaled)
 AH0399
 AH0399                          SUPERSEDED SURVEY CONTROL
 AH0399
 AH0399.No superseded survey control is available for this station.
 AH0399
 AH0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR701631(NAD 83)
 AH0399_MARKER: DB = BENCH MARK DISK
 AH0399_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH0399_SP_SET: SIDEWALK
 AH0399_STAMPING: Y 909 RESET 1969
 AH0399_MARK LOGO: CGS   
 AH0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0399+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AH0399
 AH0399  HISTORY     - Date     Condition        Report By
 AH0399  HISTORY     - 1969     MONUMENTED       DOD
 AH0399  HISTORY     - 1977     GOOD             NGS
 AH0399  HISTORY     - 19910626 GOOD             USPSQD
 AH0399  HISTORY     - 19970205 GOOD             NGS
 AH0399
 AH0399                          STATION DESCRIPTION
 AH0399
 AH0399'DESCRIBED BY US DEPARTMENT OF DEFENSE 1969
 AH0399'IN CORPUS CHRISTI.
 AH0399'AT CORPUS CHRISTI NAVAL AIR STATION, ALONG LEXINGTON BOULEVARD (STATE
 AH0399'HIGHWAY 358), AT THE SOUTH ENTRANCE TO THE NAVAL AIR STATION, S. 09
 AH0399'DEGREES 03 MINUTES E. 47.01 FEET FROM THE SOUTHEAST CORNER OF THE NEW
 AH0399'SENTRY HOUSE, S. 29 DEGREES 02 MINUTES W. 5 FEET FROM THE SOUTHWEST
 AH0399'CORNER OF THE PASS AND TAG OFFICE (BUILDING 198).
 AH0399
 AH0399                          STATION RECOVERY (1977)
 AH0399
 AH0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0399'RECOVERED IN GOOD CONDITION.
 AH0399
 AH0399                          STATION RECOVERY (1991)
 AH0399
 AH0399'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0399'RECOVERED IN GOOD CONDITION.
 AH0399
 AH0399                          STATION RECOVERY (1997)
 AH0399
 AH0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0399'17.9 KM (11.10 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 FROM THE
 AH0399'JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, IN A CONCRETE
 AH0399'SIDEWALK ALONG THE EAST SIDE OF THE ENTRANCE INTO THE CORPUS CHRISTI
 AH0399'NAVAL AIR STATION, 5.4 M (17.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AH0399'NORTHBOUND LANES OF LEXINGTON BOULEVARD, 4.0 M (13.1 FT) WEST OF THE
 AH0399'CENTER OF THE SOUTH ENTRANCE TO THE PASS AND TAG OFFICE, 3.6 M (11.8
 AH0399'FT) NORTH OF THE CENTER OF A DRIVEWAY, 1.6 M (5.2 FT) SOUTH OF THE
 AH0399'SOUTHWEST CORNER OF THE BUILDING, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 AH0399'OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0297 ***********************************************************************
 BY0297  DESIGNATION -  Y 91
 BY0297  PID         -  BY0297
 BY0297  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0297  USGS QUAD   -  CHINQUAPIN (1984)
 BY0297
 BY0297                         *CURRENT SURVEY CONTROL
 BY0297  ___________________________________________________________________
 BY0297* NAD 83(1986)-  31 27 57.     (N)    094 05 28.     (W)     SCALED    
 BY0297* NAVD 88     -       113.57   (+/-2cm)     372.6    (feet)  VERTCON   
 BY0297  ___________________________________________________________________
 BY0297  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY0297
 BY0297  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0297
 BY0297.The horizontal coordinates were scaled from a topographic map and have
 BY0297.an estimated accuracy of +/- 6 seconds.
 BY0297
 BY0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0297.The vertical order pertains to the NGVD 29 superseded value.
 BY0297
 BY0297.The geoid height was determined by GEOID03.
 BY0297
 BY0297;                    North         East    Units  Estimated Accuracy
 BY0297;SPC TX C     - 3,216,090.    1,292,880.      MT  (+/- 180 meters Scaled)
 BY0297
 BY0297                          SUPERSEDED SURVEY CONTROL
 BY0297
 BY0297  NGVD 29 (??/??/92)  113.593  (m)          372.68   (f) ADJ UNCH    1 2
 BY0297
 BY0297.Superseded values are not recommended for survey control.
 BY0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0297.See file dsdata.txt to determine how the superseded data were derived.
 BY0297
 BY0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ963817(NAD 83)
 BY0297_MARKER: DB = BENCH MARK DISK
 BY0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0297_STAMPING: Y 91 1932 372.680
 BY0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0297+STABILITY: SURFACE MOTION
 BY0297
 BY0297  HISTORY     - Date     Condition        Report By
 BY0297  HISTORY     - 1932     MONUMENTED       CGS
 BY0297  HISTORY     - 1949     GOOD             NGS
 BY0297
 BY0297                          STATION DESCRIPTION
 BY0297
 BY0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0297'8.85 MI S FROM SAN AUGUSTINE.
 BY0297'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0297'SAN AUGUSTINE, THENCE 1.65 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 BY0297'0.6 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.1 MILES SOUTHEAST
 BY0297'ALONG THE GULF, COLORADO AND SANTA FE RAILROAD, 97.0 FEET SOUTHWEST OF
 BY0297'THE SOUTHWEST RAIL OF THE MAIN TRACK, 83.0 FEET SOUTHWEST OF THE
 BY0297'SOUTHWEST RAIL OF THE SIDE TRACK, 115.0 FEET SOUTHEAST OF THE CENTER
 BY0297'LINE OF THE ROAD, 1.0 FOOT NORTHEAST OF THE RIGHT OF WAY FENCE, 1.6
 BY0297'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY0297'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1136 ***********************************************************************
 CS1136  DESIGNATION -  Y 910
 CS1136  PID         -  CS1136
 CS1136  STATE/COUNTY-  TX/DALLAS
 CS1136  USGS QUAD   -  DUNCANVILLE (1981)
 CS1136
 CS1136                         *CURRENT SURVEY CONTROL
 CS1136  ___________________________________________________________________
 CS1136* NAD 83(1986)-  32 44 45.     (N)    096 57 54.     (W)     SCALED    
 CS1136* NAVD 88     -       147.193  (meters)     482.92   (feet)  ADJUSTED  
 CS1136  ___________________________________________________________________
 CS1136  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CS1136  DYNAMIC HT  -         147.023 (meters)     482.36  (feet)  COMP
 CS1136  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 CS1136
 CS1136  VERT ORDER  -  FIRST     CLASS II
 CS1136
 CS1136.The horizontal coordinates were scaled from a topographic map and have
 CS1136.an estimated accuracy of +/- 6 seconds.
 CS1136
 CS1136.The orthometric height was determined by differential leveling
 CS1136.and adjusted by the National Geodetic Survey in June 1991..
 CS1136
 CS1136.The geoid height was determined by GEOID03.
 CS1136
 CS1136.The dynamic height is computed by dividing the NAVD 88
 CS1136.geopotential number by the normal gravity value computed on the
 CS1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1136.degrees latitude (g = 980.6199 gals.).
 CS1136
 CS1136.The modeled gravity was interpolated from observed gravity values.
 CS1136
 CS1136;                    North         East    Units  Estimated Accuracy
 CS1136;SPC TXNC     - 2,120,720.      743,840.      MT  (+/- 180 meters Scaled)
 CS1136
 CS1136                          SUPERSEDED SURVEY CONTROL
 CS1136
 CS1136  NGVD 29 (??/??/92)  147.244  (m)          483.08   (f) ADJ UNCH    1 2
 CS1136
 CS1136.Superseded values are not recommended for survey control.
 CS1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1136.See file dsdata.txt to determine how the superseded data were derived.
 CS1136
 CS1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB906249(NAD 83)
 CS1136_MARKER: DB = BENCH MARK DISK
 CS1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1136_STAMPING: Y 910 1945
 CS1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1136+STABILITY: SURFACE MOTION
 CS1136
 CS1136  HISTORY     - Date     Condition        Report By
 CS1136  HISTORY     - 1945     MONUMENTED       CGS
 CS1136  HISTORY     - 1966     GOOD             NGS
 CS1136  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1136
 CS1136                          STATION DESCRIPTION
 CS1136
 CS1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1136'2.3 MI E FROM GRAND PRAIRIE.
 CS1136'FROM THE CITY HALL IN GRAND PRAIRIE GO EAST FOR 1 BLOCK TO NW 2ND
 CS1136'STREET, THENCE SOUTH FOR 1 BLOCK TO JEFFERSON BOULEVARD, THENCE EAST
 CS1136'FOR 2.35 MILES TO THE MOST WESTERLY GATE (NOT NORMALLY USED FOR AN
 CS1136'ENTRANCE) OF DALLAS, NAVAL AIR STATION AND THE MARK ON RIGHT.  MARK IS
 CS1136'83 FEET SOUTH OF THE CENTER LINE OF JEFFERSON BOULEVARD, 53.5 FEET
 CS1136'WEST OF THE CENTER LINE OF THE ENTRANCE ROAD, 30.5 FEET SOUTHEAST OF
 CS1136'AN OBTUSE FENCE CORNER, 29.5 FEET NORTHWEST OF A UTILITY POLE AND 8
 CS1136'INCHES EAST OF A FENCE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST
 CS1136'AND IS 6 INCHES UNDERGROUND.
 CS1136
 CS1136                          STATION RECOVERY (1986)
 CS1136
 CS1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0449 ***********************************************************************
 AH0449  DESIGNATION -  Y 911
 AH0449  PID         -  AH0449
 AH0449  STATE/COUNTY-  TX/KLEBERG
 AH0449  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH0449
 AH0449                         *CURRENT SURVEY CONTROL
 AH0449  ___________________________________________________________________
 AH0449* NAD 83(1986)-  27 29 48.     (N)    097 21 12.     (W)     SCALED    
 AH0449* NAVD 88     -         3.193  (meters)      10.48   (feet)  ADJUSTED  
 AH0449  ___________________________________________________________________
 AH0449  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH0449  DYNAMIC HT  -           3.188 (meters)      10.46  (feet)  COMP
 AH0449  MODELED GRAV-     979,118.7   (mgal)                       NAVD 88
 AH0449
 AH0449  VERT ORDER  -  SECOND    CLASS 0
 AH0449
 AH0449.The horizontal coordinates were scaled from a topographic map and have
 AH0449.an estimated accuracy of +/- 6 seconds.
 AH0449
 AH0449.The orthometric height was determined by differential leveling
 AH0449.and adjusted by the National Geodetic Survey in June 1991..
 AH0449
 AH0449.The geoid height was determined by GEOID03.
 AH0449
 AH0449.The dynamic height is computed by dividing the NAVD 88
 AH0449.geopotential number by the normal gravity value computed on the
 AH0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0449.degrees latitude (g = 980.6199 gals.).
 AH0449
 AH0449.The modeled gravity was interpolated from observed gravity values.
 AH0449
 AH0449;                    North         East    Units  Estimated Accuracy
 AH0449;SPC TX S     - 5,203,270.      413,300.      MT  (+/- 180 meters Scaled)
 AH0449
 AH0449                          SUPERSEDED SURVEY CONTROL
 AH0449
 AH0449  NGVD 29 (??/??/92)    3.340  (m)           10.96   (f) ADJ UNCH    2 0
 AH0449
 AH0449.Superseded values are not recommended for survey control.
 AH0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0449.See file dsdata.txt to determine how the superseded data were derived.
 AH0449
 AH0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR626425(NAD 83)
 AH0449_MARKER: DB = BENCH MARK DISK
 AH0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0449_SP_SET: CURB
 AH0449_STAMPING: Y 911 1945
 AH0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0449
 AH0449  HISTORY     - Date     Condition        Report By
 AH0449  HISTORY     - 1945     MONUMENTED       CGS
 AH0449  HISTORY     - 1949     GOOD             NGS
 AH0449
 AH0449                          STATION DESCRIPTION
 AH0449
 AH0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0449'27.4 MI E FROM CORPUS CHRISTI.
 AH0449'TO REACH FROM THE INTERSECTION OF TEXAS HWY. 286 (CHAPMAN RANCH ROAD)
 AH0449'AND TEXAS HWY. 358 (LEXINGTON BLVD.) GO SE ON HIGHWAY 358 9.8 MILES TO
 AH0449'INTERSECTION WITH LAGUNA MADRE CAUSEWAY, GO STRAIGHT AHEAD ON CAUSEWAY
 AH0449'0.2 MILE TO PAVED ROAD, TURN SOUTH ON PAVED ROAD AND GO 13.2 MILES,
 AH0449'ENTERING KING RANCH, AND CONTINUING SE ON PAVED ROAD TO FORMER FLYING
 AH0449'FIELD NO. 42 AND SITE OF THE BENCH MARK.  BENCH MARK IS 618 FT. S OF
 AH0449'THE GATE TO FORMER FLYING FIELD NO. 42, 69 FT. S OF A CULVERT, 57 FT.
 AH0449'W OF THE CENTER LINE OF THE APPROACH ROAD, IN THE CURB AROUND A MAN
 AH0449'HOLE AND ABOUT 1 FOOT HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2067 ***********************************************************************
 CS2067  DESIGNATION -  Y 912
 CS2067  PID         -  CS2067
 CS2067  STATE/COUNTY-  TX/HILL
 CS2067  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2067
 CS2067                         *CURRENT SURVEY CONTROL
 CS2067  ___________________________________________________________________
 CS2067* NAD 83(1986)-  32 02 11.     (N)    097 00 51.     (W)     SCALED    
 CS2067* NAVD 88     -       197.628  (meters)     648.38   (feet)  ADJUSTED  
 CS2067  ___________________________________________________________________
 CS2067  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CS2067  DYNAMIC HT  -         197.386 (meters)     647.59  (feet)  COMP
 CS2067  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 CS2067
 CS2067  VERT ORDER  -  SECOND    CLASS 0
 CS2067
 CS2067.The horizontal coordinates were scaled from a topographic map and have
 CS2067.an estimated accuracy of +/- 6 seconds.
 CS2067
 CS2067.The orthometric height was determined by differential leveling
 CS2067.and adjusted by the National Geodetic Survey in June 1991..
 CS2067
 CS2067.The geoid height was determined by GEOID03.
 CS2067
 CS2067.The dynamic height is computed by dividing the NAVD 88
 CS2067.geopotential number by the normal gravity value computed on the
 CS2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2067.degrees latitude (g = 980.6199 gals.).
 CS2067
 CS2067.The modeled gravity was interpolated from observed gravity values.
 CS2067
 CS2067;                    North         East    Units  Estimated Accuracy
 CS2067;SPC TXNC     - 2,041,990.      740,350.      MT  (+/- 180 meters Scaled)
 CS2067
 CS2067                          SUPERSEDED SURVEY CONTROL
 CS2067
 CS2067  NGVD 29 (??/??/92)  197.596  (m)          648.28   (f) ADJ UNCH    2 0
 CS2067
 CS2067.Superseded values are not recommended for survey control.
 CS2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2067.See file dsdata.txt to determine how the superseded data were derived.
 CS2067
 CS2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA875461(NAD 83)
 CS2067_MARKER: DB = BENCH MARK DISK
 CS2067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2067_SP_SET: CULVERT
 CS2067_STAMPING: Y 912 1946
 CS2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2067
 CS2067  HISTORY     - Date     Condition        Report By
 CS2067  HISTORY     - 1946     MONUMENTED       CGS
 CS2067  HISTORY     - 19950408 GOOD             USPSQD
 CS2067
 CS2067                          STATION DESCRIPTION
 CS2067
 CS2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2067'3.3 MI W FROM BRANDON.
 CS2067'BENCH MARK IS LOCATED ABOUT 3.3 MILES WEST OF BRANDON ALONG STATE
 CS2067'HIGHWAY NO.22, 18 FEET NORTH OF THE CENTER OF THE HIGHWAY, 100 FEET
 CS2067'EAST OF ROAD LEADING SOUTH, 500 FEET EAST OF A ROADSIDE PARK.  IT IS A
 CS2067'DISK SET IN THE CENTER OF THE NORTH HEADWALL OF A CULVERT.
 CS2067
 CS2067                          STATION RECOVERY (1995)
 CS2067
 CS2067'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0279 ***********************************************************************
 GL0279  DESIGNATION -  Y 912
 GL0279  PID         -  GL0279
 GL0279  STATE/COUNTY-  TX/HARTLEY
 GL0279  USGS QUAD   -  DALHART WEST (1973)
 GL0279
 GL0279                         *CURRENT SURVEY CONTROL
 GL0279  ___________________________________________________________________
 GL0279* NAD 83(1986)-  36 01 50.     (N)    102 33 24.     (W)     SCALED    
 GL0279* NAVD 88     -      1217.803  (meters)    3995.41   (feet)  ADJUSTED  
 GL0279  ___________________________________________________________________
 GL0279  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 GL0279  DYNAMIC HT  -        1216.387 (meters)    3990.76  (feet)  COMP
 GL0279  MODELED GRAV-     979,427.4   (mgal)                       NAVD 88
 GL0279
 GL0279  VERT ORDER  -  FIRST     CLASS II
 GL0279
 GL0279.This mark is at Dalhart Muni (DHT) Airport (DHT)
 GL0279
 GL0279.The horizontal coordinates were scaled from a topographic map and have
 GL0279.an estimated accuracy of +/- 6 seconds.
 GL0279
 GL0279.The orthometric height was determined by differential leveling
 GL0279.and adjusted by the National Geodetic Survey in June 1991..
 GL0279
 GL0279.The geoid height was determined by GEOID03.
 GL0279
 GL0279.The dynamic height is computed by dividing the NAVD 88
 GL0279.geopotential number by the normal gravity value computed on the
 GL0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0279.degrees latitude (g = 980.6199 gals.).
 GL0279
 GL0279.The modeled gravity was interpolated from observed gravity values.
 GL0279
 GL0279;                    North         East    Units  Estimated Accuracy
 GL0279;SPC TX N     - 1,225,780.      104,770.      MT  (+/- 180 meters Scaled)
 GL0279
 GL0279                          SUPERSEDED SURVEY CONTROL
 GL0279
 GL0279.No superseded survey control is available for this station.
 GL0279
 GL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV201901(NAD 83)
 GL0279_MARKER: DB = BENCH MARK DISK
 GL0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0279_SP_SET: CONCRETE
 GL0279_STAMPING: Y 912 1945
 GL0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0279
 GL0279  HISTORY     - Date     Condition        Report By
 GL0279  HISTORY     - 1945     MONUMENTED       CGS
 GL0279
 GL0279                          STATION DESCRIPTION
 GL0279
 GL0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GL0279'3.9 MI SSW FROM DALHART.
 GL0279'IT IS 3.9 MILES SOUTH-SOUTHWEST OF DALHART, ON THE DALHART ARMY AIR
 GL0279'FIELD, 0.3 MILE EAST OF THE ENTRANCE, 135 FEET NORTH OF THE CENTER
 GL0279'LINE OF EAST-WEST FLEET STREET, 130 FEET EAST OF THE HEADQUARTERS
 GL0279'BUILDING AND 1 FOOT SOUTH OF THE FLAG POLE IN THE CONCRETE BASE FOR
 GL0279'THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2068 ***********************************************************************
 CS2068  DESIGNATION -  Y 912 RESET 1965
 CS2068  PID         -  CS2068
 CS2068  STATE/COUNTY-  TX/HILL
 CS2068  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2068
 CS2068                         *CURRENT SURVEY CONTROL
 CS2068  ___________________________________________________________________
 CS2068* NAD 83(1986)-  32 02 10.     (N)    097 00 51.     (W)     SCALED    
 CS2068* NAVD 88     -       197.40   (+/-2cm)     647.6    (feet)  VERTCON   
 CS2068  ___________________________________________________________________
 CS2068  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CS2068
 CS2068  VERT ORDER  -  THIRD (See Below)
 CS2068
 CS2068.The horizontal coordinates were scaled from a topographic map and have
 CS2068.an estimated accuracy of +/- 6 seconds.
 CS2068
 CS2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2068.The vertical order pertains to the NGVD 29 superseded value.
 CS2068
 CS2068.The geoid height was determined by GEOID03.
 CS2068
 CS2068;                    North         East    Units  Estimated Accuracy
 CS2068;SPC TXNC     - 2,041,960.      740,350.      MT  (+/- 180 meters Scaled)
 CS2068
 CS2068                          SUPERSEDED SURVEY CONTROL
 CS2068
 CS2068  NGVD 29 (01/29/03)  197.37   (m)          647.5    (f) RESET       3  
 CS2068
 CS2068.Superseded values are not recommended for survey control.
 CS2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2068.See file dsdata.txt to determine how the superseded data were derived.
 CS2068
 CS2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA875461(NAD 83)
 CS2068_MARKER: DB = BENCH MARK DISK
 CS2068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2068_SP_SET: CULVERT
 CS2068_STAMPING: Y 912 RESET 1965
 CS2068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2068
 CS2068  HISTORY     - Date     Condition        Report By
 CS2068  HISTORY     - 1965     MONUMENTED       CGS
 CS2068  HISTORY     - 19990220 GOOD             USPSQD
 CS2068
 CS2068                          STATION DESCRIPTION
 CS2068
 CS2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CS2068'3.3 MI W FROM BRANDON.
 CS2068'3.3 MILES WEST ALONG STATE HIGHWAY 22 FROM BRANDON, HILL COUNTY, 500
 CS2068'FEET EAST OF A ROADSIDE PARK, 90 FEET EAST OF THE JUNCTION OF A ROAD
 CS2068'LEADING SOUTH, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE
 CS2068'NORTH HEADWALL, AND 29 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CS2068
 CS2068                          STATION RECOVERY (1999)
 CS2068
 CS2068'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0335 ***********************************************************************
 CU0335  DESIGNATION -  Y 913
 CU0335  PID         -  CU0335
 CU0335  STATE/COUNTY-  TX/MITCHELL
 CU0335  USGS QUAD   -  LAKE COLORADO CITY (1978)
 CU0335
 CU0335                         *CURRENT SURVEY CONTROL
 CU0335  ___________________________________________________________________
 CU0335* NAD 83(1986)-  32 22 23.     (N)    100 57 48.     (W)     SCALED    
 CU0335* NAVD 88     -       640.309  (meters)    2100.75   (feet)  ADJUSTED  
 CU0335  ___________________________________________________________________
 CU0335  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CU0335  DYNAMIC HT  -         639.452 (meters)    2097.94  (feet)  COMP
 CU0335  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 CU0335
 CU0335  VERT ORDER  -  FIRST     CLASS II
 CU0335
 CU0335.The horizontal coordinates were scaled from a topographic map and have
 CU0335.an estimated accuracy of +/- 6 seconds.
 CU0335
 CU0335.The orthometric height was determined by differential leveling
 CU0335.and adjusted by the National Geodetic Survey in June 1991..
 CU0335
 CU0335.The geoid height was determined by GEOID03.
 CU0335
 CU0335.The dynamic height is computed by dividing the NAVD 88
 CU0335.geopotential number by the normal gravity value computed on the
 CU0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0335.degrees latitude (g = 980.6199 gals.).
 CU0335
 CU0335.The modeled gravity was interpolated from observed gravity values.
 CU0335
 CU0335;                    North         East    Units  Estimated Accuracy
 CU0335;SPC TXNC     - 2,081,050.      368,210.      MT  (+/- 180 meters Scaled)
 CU0335
 CU0335                          SUPERSEDED SURVEY CONTROL
 CU0335
 CU0335  NGVD 29 (??/??/92)  640.096  (m)         2100.05   (f) ADJ UNCH    1 2
 CU0335
 CU0335.Superseded values are not recommended for survey control.
 CU0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0335.See file dsdata.txt to determine how the superseded data were derived.
 CU0335
 CU0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA152834(NAD 83)
 CU0335_MARKER: DB = BENCH MARK DISK
 CU0335_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0335_SP_SET: 16.5 FT.
 CU0335_STAMPING: Y 913 1956
 CU0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0335
 CU0335  HISTORY     - Date     Condition        Report By
 CU0335  HISTORY     - 1956     MONUMENTED       CGS
 CU0335
 CU0335                          STATION DESCRIPTION
 CU0335
 CU0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0335'2.95 MI NE FROM WESTBROOK.
 CU0335'2.95 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0335'SECTION FOREMANS HOUSE AT WESTBROOK, 0.4 MILE SOUTHWEST OF A ROAD
 CU0335'CROSSING, 20 FEET SOUTH OF THE 2ND POLE SOUTHWEST OF MILEPOST 482,
 CU0335'45.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET NORTHWEST OF A
 CU0335'FENCE, 2 FEET EAST OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH
 CU0335'COPPER COATED STEEL ROD WHICH IS DRIVEN 16.5 FEET IN THE GROUND,
 CU0335'INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE
 CU0335'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1897 ***********************************************************************
 CS1897  DESIGNATION -  Y 914
 CS1897  PID         -  CS1897
 CS1897  STATE/COUNTY-  TX/TARRANT
 CS1897  USGS QUAD   -  GRAPEVINE (1981)
 CS1897
 CS1897                         *CURRENT SURVEY CONTROL
 CS1897  ___________________________________________________________________
 CS1897* NAD 83(1986)-  32 55 14.     (N)    097 02 10.     (W)     SCALED    
 CS1897* NAVD 88     -       169.111  (meters)     554.83   (feet)  ADJUSTED  
 CS1897  ___________________________________________________________________
 CS1897  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CS1897  DYNAMIC HT  -         168.917 (meters)     554.19  (feet)  COMP
 CS1897  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 CS1897
 CS1897  VERT ORDER  -  SECOND    CLASS 0
 CS1897
 CS1897.The horizontal coordinates were scaled from a topographic map and have
 CS1897.an estimated accuracy of +/- 6 seconds.
 CS1897
 CS1897.The orthometric height was determined by differential leveling
 CS1897.and adjusted by the National Geodetic Survey in June 1991..
 CS1897
 CS1897.The geoid height was determined by GEOID03.
 CS1897
 CS1897.The dynamic height is computed by dividing the NAVD 88
 CS1897.geopotential number by the normal gravity value computed on the
 CS1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1897.degrees latitude (g = 980.6199 gals.).
 CS1897
 CS1897.The modeled gravity was interpolated from observed gravity values.
 CS1897
 CS1897;                    North         East    Units  Estimated Accuracy
 CS1897;SPC TXNC     - 2,140,000.      736,910.      MT  (+/- 180 meters Scaled)
 CS1897
 CS1897                          SUPERSEDED SURVEY CONTROL
 CS1897
 CS1897  NGVD 29 (??/??/92)  169.087  (m)          554.75   (f) ADJ UNCH    2 0
 CS1897
 CS1897.Superseded values are not recommended for survey control.
 CS1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1897.See file dsdata.txt to determine how the superseded data were derived.
 CS1897
 CS1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB836441(NAD 83)
 CS1897_MARKER: DB = BENCH MARK DISK
 CS1897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1897_SP_SET: CULVERT
 CS1897_STAMPING: Y 914 1946
 CS1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1897
 CS1897  HISTORY     - Date     Condition        Report By
 CS1897  HISTORY     - 1946     MONUMENTED       CGS
 CS1897  HISTORY     - 1963     GOOD             NGS
 CS1897
 CS1897                          STATION DESCRIPTION
 CS1897
 CS1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1897'3.1 MI SE FROM GRAPEVINE.
 CS1897'0.2 MILE NORTH ALONG MAIN STREET FROM THE FIRST NATIONAL BANK AT
 CS1897'GRAPEVINE, THENCE 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 114, 0.2
 CS1897'MILE WEST OF THE TARRANT-DALLAS COUNTY LINE, AT A 14-BY 4-FOOT
 CS1897'TWO-COMPARTMENT CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE
 CS1897'SOUTH HEADWALL, 17.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 CS1897'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Y 914 1946.  NOTE--
 CS1897'TO REACH WAS FOUND TO BE AS FOLLOWS-- TO REACH FROM THE FIRST NATIONAL
 CS1897'BANK IN GRAPEVINE, GO NORTH 0.2 MILE TO JUNCTION OF STATE HIGHWAYS 114
 CS1897'AND 121, THENCE EAST ON THE HIGHWAYS FOR 0.6 MILE TO WHERE THE
 CS1897'HIGHWAYS SEPARATE, THENCE SOUTHEAST ALONG STATE HIGHWAY 114 FOR 2.5
 CS1897'MILES TO BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0093 ***********************************************************************
 AP0093  DESIGNATION -  Y 915
 AP0093  PID         -  AP0093
 AP0093  STATE/COUNTY-  TX/MAVERICK
 AP0093  USGS QUAD   -  DEADMANS HILL (1974)
 AP0093
 AP0093                         *CURRENT SURVEY CONTROL
 AP0093  ___________________________________________________________________
 AP0093* NAD 83(1986)-  28 46 12.     (N)    100 29 54.     (W)     SCALED    
 AP0093* NAVD 88     -       220.900  (meters)     724.74   (feet)  ADJUSTED  
 AP0093  ___________________________________________________________________
 AP0093  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AP0093  DYNAMIC HT  -         220.570 (meters)     723.65  (feet)  COMP
 AP0093  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 AP0093
 AP0093  VERT ORDER  -  FIRST     CLASS II
 AP0093
 AP0093.The horizontal coordinates were scaled from a topographic map and have
 AP0093.an estimated accuracy of +/- 6 seconds.
 AP0093
 AP0093.The orthometric height was determined by differential leveling
 AP0093.and adjusted by the National Geodetic Survey in June 1991..
 AP0093
 AP0093.The geoid height was determined by GEOID03.
 AP0093
 AP0093.The dynamic height is computed by dividing the NAVD 88
 AP0093.geopotential number by the normal gravity value computed on the
 AP0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0093.degrees latitude (g = 980.6199 gals.).
 AP0093
 AP0093.The modeled gravity was interpolated from observed gravity values.
 AP0093
 AP0093;                    North         East    Units  Estimated Accuracy
 AP0093;SPC TXSC     - 4,104,750.      453,700.      MT  (+/- 180 meters Scaled)
 AP0093
 AP0093                          SUPERSEDED SURVEY CONTROL
 AP0093
 AP0093  NGVD 29 (??/??/92)  220.772  (m)          724.32   (f) ADJ UNCH    1 2
 AP0093
 AP0093.Superseded values are not recommended for survey control.
 AP0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0093.See file dsdata.txt to determine how the superseded data were derived.
 AP0093
 AP0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS537834(NAD 83)
 AP0093_MARKER: DB = BENCH MARK DISK
 AP0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AP0093_SP_SET: BRIDGE CURB
 AP0093_STAMPING: Y 915 1944
 AP0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0093
 AP0093  HISTORY     - Date     Condition        Report By
 AP0093  HISTORY     - 1944     MONUMENTED       CGS
 AP0093  HISTORY     - 1957     GOOD             NGS
 AP0093  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0093
 AP0093                          STATION DESCRIPTION
 AP0093
 AP0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0093'5.7 MI NW FROM EAGLE PASS.
 AP0093'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0093'STATION AT EAGLE PASS, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD,
 AP0093'THENCE 0.9 MILE SOUTHWEST ALONG FARM ROAD 1588, THENCE 0.6 MILE
 AP0093'NORTHWEST ALONG U.S. HIGHWAY 277, 12.6 FEET NORTHEAST OF THE CENTER
 AP0093'LINE OF THE HIGHWAY, 1.8 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN
 AP0093'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CURB OF A CONCRETE
 AP0093'BRIDGE OVER ELM CREEK.
 AP0093
 AP0093                          STATION RECOVERY (1982)
 AP0093
 AP0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0093'NOT RECOVERED, HIGHWAY HAS BEEN WIDENED, MARK WOULD BE IN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0567 ***********************************************************************
 AH0567  DESIGNATION -  Y 918
 AH0567  PID         -  AH0567
 AH0567  STATE/COUNTY-  TX/KLEBERG
 AH0567  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH0567
 AH0567                         *CURRENT SURVEY CONTROL
 AH0567  ___________________________________________________________________
 AH0567* NAD 83(1986)-  27 24 24.     (N)    097 44 39.     (W)     SCALED    
 AH0567* NAVD 88     -         9.705  (meters)      31.84   (feet)  ADJUSTED  
 AH0567  ___________________________________________________________________
 AH0567  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AH0567  DYNAMIC HT  -           9.690 (meters)      31.79  (feet)  COMP
 AH0567  MODELED GRAV-     979,100.6   (mgal)                       NAVD 88
 AH0567
 AH0567  VERT ORDER  -  SECOND    CLASS 0
 AH0567
 AH0567.The horizontal coordinates were scaled from a topographic map and have
 AH0567.an estimated accuracy of +/- 6 seconds.
 AH0567
 AH0567.The orthometric height was determined by differential leveling
 AH0567.and adjusted by the National Geodetic Survey in June 1991..
 AH0567
 AH0567.The geoid height was determined by GEOID03.
 AH0567
 AH0567.The dynamic height is computed by dividing the NAVD 88
 AH0567.geopotential number by the normal gravity value computed on the
 AH0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0567.degrees latitude (g = 980.6199 gals.).
 AH0567
 AH0567.The modeled gravity was interpolated from observed gravity values.
 AH0567
 AH0567;                    North         East    Units  Estimated Accuracy
 AH0567;SPC TX S     - 5,193,000.      374,740.      MT  (+/- 180 meters Scaled)
 AH0567
 AH0567                          SUPERSEDED SURVEY CONTROL
 AH0567
 AH0567  NGVD 29 (??/??/92)    9.819  (m)           32.21   (f) ADJ UNCH    2 0
 AH0567
 AH0567.Superseded values are not recommended for survey control.
 AH0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0567.See file dsdata.txt to determine how the superseded data were derived.
 AH0567
 AH0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR241321(NAD 83)
 AH0567_MARKER: DB = BENCH MARK DISK
 AH0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0567_STAMPING: Y 918 1945
 AH0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0567+STABILITY: SURFACE MOTION
 AH0567
 AH0567  HISTORY     - Date     Condition        Report By
 AH0567  HISTORY     - 1945     MONUMENTED       CGS
 AH0567  HISTORY     - 1949     GOOD             NGS
 AH0567
 AH0567                          STATION DESCRIPTION
 AH0567
 AH0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0567'7.3 MI SE FROM RICARDO.
 AH0567'3.2 MILES EAST ALONG A DIRT ROAD FROM THE INTERSECTION OF U.S. HIGHWAY
 AH0567'77 AT RICARDO, KLEBERG COUNTY, THENCE 1.0 MILE EAST ALONG A PAVED ROAD
 AH0567'TO A RIGHT-ANGLE TURN, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD, AND
 AH0567'THENCE 2.0 MILES EAST ALONG A PAVED ROAD.  AT THE ENTRANCE TO OUTLYING
 AH0567'FIELD 52, 45 FEET EAST OF THE CENTER LINE OF A NORTH-AND-SOUTH ROAD,
 AH0567'27 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE DRIVEWAY, 3-1/2 FEET
 AH0567'WEST OF THE SOUTH END OF A GATE, 1-1/2 FEET NORTH OF A WHITE WOODEN
 AH0567'WITNESS POST, AND 15 INCHES HIGHER THAN THE DRIVEWAY. AN IRON DISK,
 AH0567'STAMPED Y 918 1945 AND SET IN THE TOP OF A CONCRETE POST.
 AH0567
 AH0567                          STATION RECOVERY (1949)
 AH0567
 AH0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0540 ***********************************************************************
 AH0540  DESIGNATION -  Y 919
 AH0540  PID         -  AH0540
 AH0540  STATE/COUNTY-  TX/KLEBERG
 AH0540  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0540
 AH0540                         *CURRENT SURVEY CONTROL
 AH0540  ___________________________________________________________________
 AH0540* NAD 83(1986)-  27 27 09.     (N)    097 34 13.     (W)     SCALED    
 AH0540* NAVD 88     -         8.591  (meters)      28.19   (feet)  ADJUSTED  
 AH0540  ___________________________________________________________________
 AH0540  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AH0540  DYNAMIC HT  -           8.577 (meters)      28.14  (feet)  COMP
 AH0540  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 AH0540
 AH0540  VERT ORDER  -  SECOND    CLASS 0
 AH0540
 AH0540.The horizontal coordinates were scaled from a topographic map and have
 AH0540.an estimated accuracy of +/- 6 seconds.
 AH0540
 AH0540.The orthometric height was determined by differential leveling
 AH0540.and adjusted by the National Geodetic Survey in June 1991..
 AH0540
 AH0540.The geoid height was determined by GEOID03.
 AH0540
 AH0540.The dynamic height is computed by dividing the NAVD 88
 AH0540.geopotential number by the normal gravity value computed on the
 AH0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0540.degrees latitude (g = 980.6199 gals.).
 AH0540
 AH0540.The modeled gravity was interpolated from observed gravity values.
 AH0540
 AH0540;                    North         East    Units  Estimated Accuracy
 AH0540;SPC TX S     - 5,198,200.      391,900.      MT  (+/- 180 meters Scaled)
 AH0540
 AH0540                          SUPERSEDED SURVEY CONTROL
 AH0540
 AH0540  NGVD 29 (??/??/92)    8.728  (m)           28.64   (f) ADJ UNCH    2 0
 AH0540
 AH0540.Superseded values are not recommended for survey control.
 AH0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0540.See file dsdata.txt to determine how the superseded data were derived.
 AH0540
 AH0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR412373(NAD 83)
 AH0540_MARKER: DB = BENCH MARK DISK
 AH0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0540_STAMPING: Y 919 1945
 AH0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0540+STABILITY: SURFACE MOTION
 AH0540
 AH0540  HISTORY     - Date     Condition        Report By
 AH0540  HISTORY     - 1945     MONUMENTED       CGS
 AH0540  HISTORY     - 1949     GOOD             NGS
 AH0540
 AH0540                          STATION DESCRIPTION
 AH0540
 AH0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0540'7.8 MI SW FROM LAURELES RANCH.
 AH0540'LOCATED ON KING RANCH, 7 MILES SW OF LAURELES RANCH HEADQUARTERS.  TO
 AH0540'REACH FROM LAURELES RANCH, PROCEED W 3 MILES ALONG PAVED ROAD TO ROAD
 AH0540'FORK, THEN S ALONG ROCK SURFACED ROAD 5.9 MILES TO NAVY LANDING FIELD
 AH0540'15 (ABANDONED) AND VICINITY OF MARK.  1.8 MILES W OF AGUA DULCE CREEK,
 AH0540'ON THE W SIDE OF FIELD 15, 9 FT. N OF THE N END OF THE ENTRANCE GATE,
 AH0540'1 FT. W OF THE FENCE, AND 2 FT. S OF A WITNESS POST. MARK IS A WARTIME
 AH0540'STEEL BENCH MARK DISK STAMPED Y 919 1945 SET IN TOP OF AN 8X8 INCH
 AH0540'CONCRETE MONUMENT PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0034 ***********************************************************************
 BY0034  DESIGNATION -  Y 92
 BY0034  PID         -  BY0034
 BY0034  STATE/COUNTY-  TX/SHELBY
 BY0034  USGS QUAD   -  TENAHA EAST (1984)
 BY0034
 BY0034                         *CURRENT SURVEY CONTROL
 BY0034  ___________________________________________________________________
 BY0034* NAD 83(1986)-  31 56 31.     (N)    094 15 00.     (W)     SCALED    
 BY0034* NAVD 88     -       107.868  (meters)     353.90   (feet)  ADJUSTED  
 BY0034  ___________________________________________________________________
 BY0034  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY0034  DYNAMIC HT  -         107.741 (meters)     353.48  (feet)  COMP
 BY0034  MODELED GRAV-     979,455.6   (mgal)                       NAVD 88
 BY0034
 BY0034  VERT ORDER  -  FIRST     CLASS II
 BY0034
 BY0034.The horizontal coordinates were scaled from a topographic map and have
 BY0034.an estimated accuracy of +/- 6 seconds.
 BY0034
 BY0034.The orthometric height was determined by differential leveling
 BY0034.and adjusted by the National Geodetic Survey in June 1991..
 BY0034.WARNING-Repeat measurements at this control monument indicate possible
 BY0034.vertical movement.
 BY0034
 BY0034.The geoid height was determined by GEOID03.
 BY0034
 BY0034.The dynamic height is computed by dividing the NAVD 88
 BY0034.geopotential number by the normal gravity value computed on the
 BY0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0034.degrees latitude (g = 980.6199 gals.).
 BY0034
 BY0034.The modeled gravity was interpolated from observed gravity values.
 BY0034
 BY0034;                    North         East    Units  Estimated Accuracy
 BY0034;SPC TX C     - 3,267,960.    1,274,920.      MT  (+/- 180 meters Scaled)
 BY0034
 BY0034                          SUPERSEDED SURVEY CONTROL
 BY0034
 BY0034  NGVD 29 (??/??/??)  107.907  (m)          354.02   (f) ADJUSTED    1 2
 BY0034
 BY0034.Superseded values are not recommended for survey control.
 BY0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0034.See file dsdata.txt to determine how the superseded data were derived.
 BY0034
 BY0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR818346(NAD 83)
 BY0034_MARKER: DB = BENCH MARK DISK
 BY0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0034_STAMPING: Y 92 1932 353.992
 BY0034_PROJECTION: PROJECTING 8 CENTIMETERS
 BY0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0034+STABILITY: SURFACE MOTION
 BY0034
 BY0034  HISTORY     - Date     Condition        Report By
 BY0034  HISTORY     - 1932     MONUMENTED       CGS
 BY0034  HISTORY     - 1952     GOOD             NGS
 BY0034  HISTORY     - 1979     GOOD             NGS
 BY0034  HISTORY     - 1980     GOOD             NGS
 BY0034
 BY0034                          STATION DESCRIPTION
 BY0034
 BY0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0034'IN TENAHA.
 BY0034'AT TENAHA, 5 RAILS NORTHEAST OF THE INTERSECTION OF THE TEXAS AND NEW
 BY0034'ORLEANS RAILROAD AND THE GULF COLORADO AND SANTA FE RAILROAD, 175 FEET
 BY0034'NORTH OF THE NORTHEAST CORNER OF THE GULF COLORADO AND SANTA FE
 BY0034'RAILROAD STATION, 40 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TEXAS
 BY0034'AND NEW ORLEANS RAILROAD, 40 FEET EAST OF THE SOUTHEAST CORNER OF A
 BY0034'SECTION HOUSE, 18 FEET SOUTHWEST OF A 28 INCH BLACK OAK TREE, INSIDE A
 BY0034'20 BY 40 FOOT CHICKEN YARD, LEVEL WITH THE TRACK, SET IN THE TOP OF A
 BY0034'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0034
 BY0034                          STATION RECOVERY (1979)
 BY0034
 BY0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0034'IN TENAHA, 0.25 MILE SOUTHEAST ALONG RAILROAD STREET FROM THE
 BY0034'SOUTHWEST CORNER OF THE DOWNTOWN SQUARE, AT THE SANTA FE RAILROAD
 BY0034'STATION, 179.0 FT. NORTH OF THE NORTHEAST CORNER OF THE STATION,
 BY0034'48.5 FT. NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC
 BY0034'RAILROAD, 151.0 FT. NORTHEAST OF THE NORTHEAST RAIL OF THE SANTA FE
 BY0034'RAILROAD, 28.5 FT. EAST OF A LONE 24-INCH OAK TREE, 55.0 FT. NORTH OF
 BY0034'A RAILROAD SIGNAL LIGHT POLE.
 BY0034'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BY0034
 BY0034                          STATION RECOVERY (1980)
 BY0034
 BY0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0843 ***********************************************************************
 AH0843  DESIGNATION -  Y 920
 AH0843  PID         -  AH0843
 AH0843  STATE/COUNTY-  TX/NUECES
 AH0843  USGS QUAD   -  LAURELES RANCH (1975)
 AH0843
 AH0843                         *CURRENT SURVEY CONTROL
 AH0843  ___________________________________________________________________
 AH0843* NAD 83(1986)-  27 36 54.     (N)    097 34 31.     (W)     SCALED    
 AH0843* NAVD 88     -        12.656  (meters)      41.52   (feet)  ADJUSTED  
 AH0843  ___________________________________________________________________
 AH0843  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH0843  DYNAMIC HT  -          12.637 (meters)      41.46  (feet)  COMP
 AH0843  MODELED GRAV-     979,115.1   (mgal)                       NAVD 88
 AH0843
 AH0843  VERT ORDER  -  SECOND    CLASS 0
 AH0843
 AH0843.The horizontal coordinates were scaled from a topographic map and have
 AH0843.an estimated accuracy of +/- 6 seconds.
 AH0843
 AH0843.The orthometric height was determined by differential leveling
 AH0843.and adjusted by the National Geodetic Survey in June 1991..
 AH0843
 AH0843.The geoid height was determined by GEOID03.
 AH0843
 AH0843.The dynamic height is computed by dividing the NAVD 88
 AH0843.geopotential number by the normal gravity value computed on the
 AH0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0843.degrees latitude (g = 980.6199 gals.).
 AH0843
 AH0843.The modeled gravity was interpolated from observed gravity values.
 AH0843
 AH0843;                    North         East    Units  Estimated Accuracy
 AH0843;SPC TX S     - 5,216,200.      391,270.      MT  (+/- 180 meters Scaled)
 AH0843
 AH0843                          SUPERSEDED SURVEY CONTROL
 AH0843
 AH0843  NGVD 29 (??/??/92)   12.810  (m)           42.03   (f) ADJ UNCH    2 0
 AH0843
 AH0843.Superseded values are not recommended for survey control.
 AH0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0843.See file dsdata.txt to determine how the superseded data were derived.
 AH0843
 AH0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR405553(NAD 83)
 AH0843_MARKER: DB = BENCH MARK DISK
 AH0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0843_STAMPING: Y 920 1945
 AH0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0843+STABILITY: SURFACE MOTION
 AH0843
 AH0843  HISTORY     - Date     Condition        Report By
 AH0843  HISTORY     - 1945     MONUMENTED       CGS
 AH0843  HISTORY     - 1954     MARK NOT FOUND   NGS
 AH0843
 AH0843                          STATION DESCRIPTION
 AH0843
 AH0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AH0843'9.5 MI N FROM CHAPMAN RANCH.
 AH0843'5.0 MILES WEST ALONG A PAVED ROAD LEADING TO BISHOP FROM CHAPMAN RANCH
 AH0843'HEADQUARTERS, NUECES COUNTY, 2.0 MILES NORTH ALONG A PAVED ROAD TO THE
 AH0843'NORTHWEST CORNER OF OUTLYING FIELD 2-A (ABANDONED), 1.9 MILES WEST
 AH0843'ALONG A PAVED ROAD TO OUTLYING FIELD 2-A (ABANDONED), AND 0.6 MILE
 AH0843'WEST ALONG A DIRT ROAD.  AT SOUTHWEST CORNER OF THE FIELD, 50 FEET
 AH0843'NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET EAST AND 1 FOOT SOUTH
 AH0843'OF THE BOUNDARY-FENCE CORNER.  AN IRON DISK, STAMPED Y 920 1945 AND
 AH0843'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0424 ***********************************************************************
 DN0424  DESIGNATION -  Y 921
 DN0424  PID         -  DN0424
 DN0424  STATE/COUNTY-  TX/COLLIN
 DN0424  USGS QUAD   -  WYLIE (1973)
 DN0424
 DN0424                         *CURRENT SURVEY CONTROL
 DN0424  ___________________________________________________________________
 DN0424* NAD 83(1986)-  33 00 39.     (N)    096 34 43.     (W)     SCALED    
 DN0424* NAVD 88     -       163.198  (meters)     535.43   (feet)  ADJUSTED  
 DN0424  ___________________________________________________________________
 DN0424  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN0424  DYNAMIC HT  -         163.020 (meters)     534.84  (feet)  COMP
 DN0424  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 DN0424
 DN0424  VERT ORDER  -  SECOND    CLASS 0
 DN0424
 DN0424.The horizontal coordinates were scaled from a topographic map and have
 DN0424.an estimated accuracy of +/- 6 seconds.
 DN0424
 DN0424.The orthometric height was determined by differential leveling
 DN0424.and adjusted by the National Geodetic Survey in June 1991..
 DN0424
 DN0424.The geoid height was determined by GEOID03.
 DN0424
 DN0424.The dynamic height is computed by dividing the NAVD 88
 DN0424.geopotential number by the normal gravity value computed on the
 DN0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0424.degrees latitude (g = 980.6199 gals.).
 DN0424
 DN0424.The modeled gravity was interpolated from observed gravity values.
 DN0424
 DN0424;                    North         East    Units  Estimated Accuracy
 DN0424;SPC TXNC     - 2,150,700.      779,510.      MT  (+/- 180 meters Scaled)
 DN0424
 DN0424                          SUPERSEDED SURVEY CONTROL
 DN0424
 DN0424  NGVD 29 (??/??/92)  163.209  (m)          535.46   (f) ADJ UNCH    2 0
 DN0424
 DN0424.Superseded values are not recommended for survey control.
 DN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0424.See file dsdata.txt to determine how the superseded data were derived.
 DN0424
 DN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB261550(NAD 83)
 DN0424_MARKER: DB = BENCH MARK DISK
 DN0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0424_SP_SET: CULVERT
 DN0424_STAMPING: Y 921 1946
 DN0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0424
 DN0424  HISTORY     - Date     Condition        Report By
 DN0424  HISTORY     - 1946     MONUMENTED       CGS
 DN0424  HISTORY     - 1964     GOOD             NGS
 DN0424  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 DN0424
 DN0424                          STATION DESCRIPTION
 DN0424
 DN0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DN0424'2.2 MI E FROM MURPHY.
 DN0424'2.2 MILES EAST ALONG A GRAVEL ROAD FROM THE MURPHY BAPTIST CHURCH AT
 DN0424'MURPHY.  104 FEET SOUTH OF THE SOUTH RAIL OF THE ST. LOUIS AND
 DN0424'SOUTHWESTERN RAILROAD, 77 FEET WEST OF THE CENTER LINE OF A PRIVATE
 DN0424'ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD.  A BRONZE
 DN0424'DISK SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A
 DN0424'CONCRETE CULVERT.
 DN0424
 DN0424                          STATION RECOVERY (1994)
 DN0424
 DN0424'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0396 ***********************************************************************
 DN0396  DESIGNATION -  Y 922
 DN0396  PID         -  DN0396
 DN0396  STATE/COUNTY-  TX/COLLIN
 DN0396  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0396
 DN0396                         *CURRENT SURVEY CONTROL
 DN0396  ___________________________________________________________________
 DN0396* NAD 83(1986)-  33 09 57.     (N)    096 37 42.     (W)     SCALED    
 DN0396* NAVD 88     -       186.414  (meters)     611.59   (feet)  ADJUSTED  
 DN0396  ___________________________________________________________________
 DN0396  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DN0396  DYNAMIC HT  -         186.211 (meters)     610.93  (feet)  COMP
 DN0396  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 DN0396
 DN0396  VERT ORDER  -  SECOND    CLASS 0
 DN0396
 DN0396.This mark is at Mckinney Muni (TKI) Airport (TKI)
 DN0396
 DN0396.The horizontal coordinates were scaled from a topographic map and have
 DN0396.an estimated accuracy of +/- 6 seconds.
 DN0396
 DN0396.The orthometric height was determined by differential leveling
 DN0396.and adjusted by the National Geodetic Survey in June 1991..
 DN0396
 DN0396.The geoid height was determined by GEOID03.
 DN0396
 DN0396.The dynamic height is computed by dividing the NAVD 88
 DN0396.geopotential number by the normal gravity value computed on the
 DN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0396.degrees latitude (g = 980.6199 gals.).
 DN0396
 DN0396.The modeled gravity was interpolated from observed gravity values.
 DN0396
 DN0396;                    North         East    Units  Estimated Accuracy
 DN0396;SPC TXNC     - 2,167,800.      774,550.      MT  (+/- 180 meters Scaled)
 DN0396
 DN0396                          SUPERSEDED SURVEY CONTROL
 DN0396
 DN0396  NGVD 29 (??/??/92)  186.432  (m)          611.65   (f) ADJ UNCH    2 0
 DN0396
 DN0396.Superseded values are not recommended for survey control.
 DN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0396.See file dsdata.txt to determine how the superseded data were derived.
 DN0396
 DN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB211721(NAD 83)
 DN0396_MARKER: DB = BENCH MARK DISK
 DN0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0396_SP_SET: HANGER
 DN0396_STAMPING: Y 922 1946
 DN0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0396
 DN0396  HISTORY     - Date     Condition        Report By
 DN0396  HISTORY     - 1946     MONUMENTED       CGS
 DN0396  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN0396  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0396
 DN0396                          STATION DESCRIPTION
 DN0396
 DN0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0396'2.4 MI S FROM MCKINNEY.
 DN0396'2.4 MILES SOUTH ALONG U.S. HIGHWAY 75 FROM THE COURT HOUSE AT
 DN0396'MCKINNEY.  SET IN THE CONCRETE FOUNDATION OF THE HANGAR AT MCKINNEY
 DN0396'AIR PORT, IN THE WEST SIDE AND AT THE SOUTHWEST CORNER, 1.9 FEET NORTH
 DN0396'OF THE SOUTHWEST CORNER, 3.6 FEET ABOVE THE GROUND.  SET VERTICALLY.
 DN0396
 DN0396                          STATION RECOVERY (1994)
 DN0396
 DN0396'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0396'MARK NOT FOUND.
 DN0396
 DN0396                          STATION RECOVERY (2005)
 DN0396
 DN0396'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1336 ***********************************************************************
 CS1336  DESIGNATION -  Y 924
 CS1336  PID         -  CS1336
 CS1336  STATE/COUNTY-  TX/DALLAS
 CS1336  USGS QUAD   -  ROWLETT (1973)
 CS1336
 CS1336                         *CURRENT SURVEY CONTROL
 CS1336  ___________________________________________________________________
 CS1336* NAD 83(1986)-  32 58 31.     (N)    096 35 48.     (W)     SCALED    
 CS1336* NAVD 88     -       167.170  (meters)     548.46   (feet)  ADJUSTED  
 CS1336  ___________________________________________________________________
 CS1336  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CS1336  DYNAMIC HT  -         166.987 (meters)     547.86  (feet)  COMP
 CS1336  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 CS1336
 CS1336  VERT ORDER  -  SECOND    CLASS 0
 CS1336
 CS1336.The horizontal coordinates were scaled from a topographic map and have
 CS1336.an estimated accuracy of +/- 6 seconds.
 CS1336
 CS1336.The orthometric height was determined by differential leveling
 CS1336.and adjusted by the National Geodetic Survey in June 1991..
 CS1336
 CS1336.The geoid height was determined by GEOID03.
 CS1336
 CS1336.The dynamic height is computed by dividing the NAVD 88
 CS1336.geopotential number by the normal gravity value computed on the
 CS1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1336.degrees latitude (g = 980.6199 gals.).
 CS1336
 CS1336.The modeled gravity was interpolated from observed gravity values.
 CS1336
 CS1336;                    North         East    Units  Estimated Accuracy
 CS1336;SPC TXNC     - 2,146,720.      777,890.      MT  (+/- 180 meters Scaled)
 CS1336
 CS1336                          SUPERSEDED SURVEY CONTROL
 CS1336
 CS1336  NGVD 29 (??/??/92)  167.181  (m)          548.49   (f) ADJ UNCH    2 0
 CS1336
 CS1336.Superseded values are not recommended for survey control.
 CS1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1336.See file dsdata.txt to determine how the superseded data were derived.
 CS1336
 CS1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB245511(NAD 83)
 CS1336_MARKER: DB = BENCH MARK DISK
 CS1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1336_STAMPING: Y 924 1946
 CS1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1336+STABILITY: SURFACE MOTION
 CS1336
 CS1336  HISTORY     - Date     Condition        Report By
 CS1336  HISTORY     - 1946     MONUMENTED       CGS
 CS1336  HISTORY     - 1964     GOOD             NGS
 CS1336  HISTORY     - 19910628 MARK NOT FOUND   USPSQD
 CS1336
 CS1336                          STATION DESCRIPTION
 CS1336
 CS1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1336'5.5 MI SW FROM WYLIE.
 CS1336'5.5 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE CITY WATER TOWER
 CS1336'AT WYLIE, THE MARK IS SET AT THE GULF, COLORADO AND SANTA FE RAILROAD
 CS1336'FLAG STATION AT SACHSE AND NEAR THE PLACE WHERE BLACKBURN ROAD CROSSES
 CS1336'THE RAILROAD.  57 FEET SOUTH OF THE CENTER OF THE RAILROAD CROSSING,
 CS1336'33.4 FEET SOUTHWEST OF THE CENTER LINE OF BLACKBURN ROAD, 31.5 FEET
 CS1336'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET NORTHWEST OF A
 CS1336'FENCE CORNER, 4.2 FEET NORTH OF A WHITE 4X4 MARKER POST. A BRONZE DISK
 CS1336'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN
 CS1336'CHANGED AND THE OLD HIGHWAY IS NOW SACHSE ROAD. STATE HIGHWAY 78 AND
 CS1336'SACHSE ROAD JUNCTION 0.05 MILE NORTH OF THE BENCH MARK. THE BENCH MARK
 CS1336'MAY BE REACHED FROM WYLIE, BY GOING SOUTHWEST ON STATE HIGHWAY 78 TO
 CS1336'THE GULF, COLORADO AND SANTA FE RAILROAD FLAG STATION AT SACHSE AND
 CS1336'THE BENCH MARK AS DESCRIBED. NOTE-- TO REACH FROM THE JUNCTION OF FARM
 CS1336'ROAD 544 AND STATE HIGHWAY 78 IN WYLIE, GO SOUTH ON FARM ROAD 544 FOR
 CS1336'0.45 MILE TO A CROSSROAD. (FARM ROAD 544 TURNS LEFT.) KEEP STRAIGHT
 CS1336'AHEAD, GO 1.25 MILES TO A ROAD FORK. TAKE RIGHT FORK, SACHSE ROAD, GO
 CS1336'3.75 MILES TO THE JUNCTION OF STATE HIGHWAY 78, THENCE SOUTH 0.05 MILE
 CS1336'ON STATE HIGHWAY 78 TO MARK.
 CS1336
 CS1336                          STATION RECOVERY (1991)
 CS1336
 CS1336'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0221 ***********************************************************************
 DN0221  DESIGNATION -  Y 925
 DN0221  PID         -  DN0221
 DN0221  STATE/COUNTY-  TX/HUNT
 DN0221  USGS QUAD   -  GREENVILLE NW (1962)
 DN0221
 DN0221                         *CURRENT SURVEY CONTROL
 DN0221  ___________________________________________________________________
 DN0221* NAD 83(1986)-  33 08 55.     (N)    096 14 42.     (W)     SCALED    
 DN0221* NAVD 88     -       186.305  (meters)     611.24   (feet)  ADJUSTED  
 DN0221  ___________________________________________________________________
 DN0221  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0221  DYNAMIC HT  -         186.103 (meters)     610.57  (feet)  COMP
 DN0221  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 DN0221
 DN0221  VERT ORDER  -  SECOND    CLASS 0
 DN0221
 DN0221.The horizontal coordinates were scaled from a topographic map and have
 DN0221.an estimated accuracy of +/- 6 seconds.
 DN0221
 DN0221.The orthometric height was determined by differential leveling
 DN0221.and adjusted by the National Geodetic Survey in June 1991..
 DN0221
 DN0221.The geoid height was determined by GEOID03.
 DN0221
 DN0221.The dynamic height is computed by dividing the NAVD 88
 DN0221.geopotential number by the normal gravity value computed on the
 DN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0221.degrees latitude (g = 980.6199 gals.).
 DN0221
 DN0221.The modeled gravity was interpolated from observed gravity values.
 DN0221
 DN0221;                    North         East    Units  Estimated Accuracy
 DN0221;SPC TXNC     - 2,166,590.      810,340.      MT  (+/- 180 meters Scaled)
 DN0221
 DN0221                          SUPERSEDED SURVEY CONTROL
 DN0221
 DN0221  NGVD 29 (??/??/92)  186.279  (m)          611.15   (f) ADJ UNCH    2 0
 DN0221
 DN0221.Superseded values are not recommended for survey control.
 DN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0221.See file dsdata.txt to determine how the superseded data were derived.
 DN0221
 DN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB569711(NAD 83)
 DN0221_MARKER: DB = BENCH MARK DISK
 DN0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0221_STAMPING: Y 925 1946
 DN0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0221+STABILITY: SURFACE MOTION
 DN0221
 DN0221  HISTORY     - Date     Condition        Report By
 DN0221  HISTORY     - 1946     MONUMENTED       CGS
 DN0221  HISTORY     - 1954     GOOD             NGS
 DN0221  HISTORY     - 19940418 GOOD             USPSQD
 DN0221
 DN0221                          STATION DESCRIPTION
 DN0221
 DN0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0221'IN FLOYD.
 DN0221'AT FLOYD, 52 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE METHODIST
 DN0221'CHURCH, 56 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 24, 30 FEET
 DN0221'WEST OF THE CENTER LINE OF FARM ROAD 36, 141 FEET SOUTH OF THE SOUTH
 DN0221'RAIL OF THE MAIN TRACK OF THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD,
 DN0221'3 FEET SOUTH OF A POWER POLE, 3 FEET SOUTHEAST OF A WITNESS POST, SET
 DN0221'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 DN0221'GROUND.
 DN0221
 DN0221                          STATION RECOVERY (1994)
 DN0221
 DN0221'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0014 ***********************************************************************
 CS0014  DESIGNATION -  Y 926
 CS0014  PID         -  CS0014
 CS0014  STATE/COUNTY-  TX/COLLIN
 CS0014  USGS QUAD   -  ROYSE CITY (1963)
 CS0014
 CS0014                         *CURRENT SURVEY CONTROL
 CS0014  ___________________________________________________________________
 CS0014* NAD 83(1986)-  32 59 09.     (N)    096 18 43.     (W)     SCALED    
 CS0014* NAVD 88     -       160.382  (meters)     526.19   (feet)  ADJUSTED  
 CS0014  ___________________________________________________________________
 CS0014  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0014  DYNAMIC HT  -         160.207 (meters)     525.61  (feet)  COMP
 CS0014  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 CS0014
 CS0014  VERT ORDER  -  FIRST     CLASS II
 CS0014
 CS0014.The horizontal coordinates were scaled from a topographic map and have
 CS0014.an estimated accuracy of +/- 6 seconds.
 CS0014
 CS0014.The orthometric height was determined by differential leveling
 CS0014.and adjusted by the National Geodetic Survey in June 1991..
 CS0014
 CS0014.The geoid height was determined by GEOID03.
 CS0014
 CS0014.The dynamic height is computed by dividing the NAVD 88
 CS0014.geopotential number by the normal gravity value computed on the
 CS0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0014.degrees latitude (g = 980.6199 gals.).
 CS0014
 CS0014.The modeled gravity was interpolated from observed gravity values.
 CS0014
 CS0014;                    North         East    Units  Estimated Accuracy
 CS0014;SPC TXNC     - 2,148,410.      804,470.      MT  (+/- 180 meters Scaled)
 CS0014
 CS0014                          SUPERSEDED SURVEY CONTROL
 CS0014
 CS0014  NGVD 29 (??/??/92)  160.389  (m)          526.21   (f) ADJ UNCH    1 2
 CS0014
 CS0014.Superseded values are not recommended for survey control.
 CS0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0014.See file dsdata.txt to determine how the superseded data were derived.
 CS0014
 CS0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB511529(NAD 83)
 CS0014_MARKER: DB = BENCH MARK DISK
 CS0014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS0014_SP_SET: HEADWALL
 CS0014_STAMPING: Y 926 1946
 CS0014_MARK LOGO: CGS   
 CS0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0014+STABILITY: SURFACE MOTION
 CS0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS0014+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS0014
 CS0014  HISTORY     - Date     Condition        Report By
 CS0014  HISTORY     - 1946     MONUMENTED       CGS
 CS0014  HISTORY     - 1986     GOOD             NGS
 CS0014  HISTORY     - 19940711 GOOD             USPSQD
 CS0014  HISTORY     - 20051031 GOOD             BOHAN
 CS0014
 CS0014                          STATION DESCRIPTION
 CS0014
 CS0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0014'1.3 MI NE FROM ROYCE CITY.
 CS0014'1.3 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 CS0014'THE STATION AT ROYCE CITY.  65 FEET NORTHEAST OF MILE POST 729, 8.7
 CS0014'FEET EAST OF THE EAST RAIL, 3 FEET BELOW THE LEVEL OF THE TRACK. A
 CS0014'BRONZE DISK SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 CS0014'RAILROAD BRIDGE D 728.9.
 CS0014
 CS0014                          STATION RECOVERY (1986)
 CS0014
 CS0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0014'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 11.5 KM (7.15
 CS0014'MI) SOUTHWEST ALONG STATE HIGHWAY 66 FROM ITS WEST JUNCTION WITH FARM
 CS0014'ROAD 36 IN CADDO MILLS, THENCE 0.4 KM (0.25 MI) EAST ALONG A GRAVELED
 CS0014'ROAD, THENCE 1.5 KM (0.95 MI) SOUTHWEST ALONG THE MISSOURI KANSAS
 CS0014'TEXAS RAILROAD, IN THE SOUTH CORNER OF THE SOUTHEAST END OF THE
 CS0014'SOUTHWEST CONCRETE ABUTMENT OF BRIDGE NUMBER D 728-9 OVER SABINE
 CS0014'CREEK, 14.1 M (46.3 FT) NORTHEAST OF MILEPOST 729, AND 2.7 M (8.9 FT)
 CS0014'SOUTHEAST OF THE NEAR RAIL.
 CS0014'THE MARK IS 1.3 M BELOW THE TRACKS.
 CS0014
 CS0014                          STATION RECOVERY (1994)
 CS0014
 CS0014'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0014'RECOVERED IN GOOD CONDITION.
 CS0014
 CS0014                          STATION RECOVERY (2005)
 CS0014
 CS0014'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0026 ***********************************************************************
 CS0026  DESIGNATION -  Y 927
 CS0026  PID         -  CS0026
 CS0026  STATE/COUNTY-  TX/HUNT
 CS0026  USGS QUAD   -  QUINLAN (1979)
 CS0026
 CS0026                         *CURRENT SURVEY CONTROL
 CS0026  ___________________________________________________________________
 CS0026* NAD 83(1986)-  32 58 38.     (N)    096 08 50.     (W)     SCALED    
 CS0026* NAVD 88     -       144.640  (meters)     474.54   (feet)  ADJUSTED  
 CS0026  ___________________________________________________________________
 CS0026  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0026  DYNAMIC HT  -         144.482 (meters)     474.02  (feet)  COMP
 CS0026  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 CS0026
 CS0026  VERT ORDER  -  SECOND    CLASS 0
 CS0026
 CS0026.The horizontal coordinates were scaled from a topographic map and have
 CS0026.an estimated accuracy of +/- 6 seconds.
 CS0026
 CS0026.The orthometric height was determined by differential leveling
 CS0026.and adjusted by the National Geodetic Survey in June 1991..
 CS0026
 CS0026.The geoid height was determined by GEOID03.
 CS0026
 CS0026.The dynamic height is computed by dividing the NAVD 88
 CS0026.geopotential number by the normal gravity value computed on the
 CS0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0026.degrees latitude (g = 980.6199 gals.).
 CS0026
 CS0026.The modeled gravity was interpolated from observed gravity values.
 CS0026
 CS0026;                    North         East    Units  Estimated Accuracy
 CS0026;SPC TXNC     - 2,147,790.      819,890.      MT  (+/- 180 meters Scaled)
 CS0026
 CS0026                          SUPERSEDED SURVEY CONTROL
 CS0026
 CS0026  NGVD 29 (??/??/92)  144.63   (m)          474.5    (f) COMPUTED    2 0
 CS0026
 CS0026.Superseded values are not recommended for survey control.
 CS0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0026.See file dsdata.txt to determine how the superseded data were derived.
 CS0026
 CS0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB666523(NAD 83)
 CS0026_MARKER: DB = BENCH MARK DISK
 CS0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0026_STAMPING: Y 927 1946
 CS0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0026+STABILITY: SURFACE MOTION
 CS0026
 CS0026  HISTORY     - Date     Condition        Report By
 CS0026  HISTORY     - 1946     MONUMENTED       CGS
 CS0026  HISTORY     - 1975     POOR             USGS
 CS0026  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0026
 CS0026                          STATION DESCRIPTION
 CS0026
 CS0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0026'3.2 MI SW FROM CASH.
 CS0026'3.2 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE GRADE SCHOOL AT CASH,
 CS0026'AT THE NORTHEAST CORNER OF A FARMYARD, 63 FEET NORTHEAST OF THE
 CS0026'NORTHEAST CORNER OF THE FARMHOUSE, INSIDE THE FENCE, 39.7 FEET SOUTH
 CS0026'OF THE CENTERLINE OF THE ROAD, 31 FEET EAST OF THE CENTERLINE OF THE
 CS0026'DRIVEWAY TO THE FARMHOUSE, 4 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 CS0026'YARD, 5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET
 CS0026'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED Y 927 1946 AND SET IN
 CS0026'THE TOP OF A CONCRETE POST.
 CS0026
 CS0026                          STATION RECOVERY (1975)
 CS0026
 CS0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CS0026'MARK RECOVERED IN POOR CONDITION.
 CS0026
 CS0026                          STATION RECOVERY (1994)
 CS0026
 CS0026'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0042 ***********************************************************************
 CS0042  DESIGNATION -  Y 928
 CS0042  PID         -  CS0042
 CS0042  STATE/COUNTY-  TX/HUNT
 CS0042  USGS QUAD   -  QUINLAN (1979)
 CS0042
 CS0042                         *CURRENT SURVEY CONTROL
 CS0042  ___________________________________________________________________
 CS0042* NAD 83(1986)-  32 54 41.     (N)    096 13 39.     (W)     SCALED    
 CS0042* NAVD 88     -       146.508  (meters)     480.67   (feet)  ADJUSTED  
 CS0042  ___________________________________________________________________
 CS0042  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0042  DYNAMIC HT  -         146.348 (meters)     480.14  (feet)  COMP
 CS0042  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 CS0042
 CS0042  VERT ORDER  -  SECOND    CLASS 0
 CS0042
 CS0042.The horizontal coordinates were scaled from a topographic map and have
 CS0042.an estimated accuracy of +/- 6 seconds.
 CS0042
 CS0042.The orthometric height was determined by differential leveling
 CS0042.and adjusted by the National Geodetic Survey in June 1991..
 CS0042
 CS0042.The geoid height was determined by GEOID03.
 CS0042
 CS0042.The dynamic height is computed by dividing the NAVD 88
 CS0042.geopotential number by the normal gravity value computed on the
 CS0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0042.degrees latitude (g = 980.6199 gals.).
 CS0042
 CS0042.The modeled gravity was interpolated from observed gravity values.
 CS0042
 CS0042;                    North         East    Units  Estimated Accuracy
 CS0042;SPC TXNC     - 2,140,330.      812,540.      MT  (+/- 180 meters Scaled)
 CS0042
 CS0042                          SUPERSEDED SURVEY CONTROL
 CS0042
 CS0042  NGVD 29 (??/??/92)  146.50   (m)          480.6    (f) COMPUTED    2 0
 CS0042
 CS0042.Superseded values are not recommended for survey control.
 CS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0042.See file dsdata.txt to determine how the superseded data were derived.
 CS0042
 CS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB592448(NAD 83)
 CS0042_MARKER: DB = BENCH MARK DISK
 CS0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0042_STAMPING: Y 928 1946
 CS0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0042+STABILITY: SURFACE MOTION
 CS0042
 CS0042  HISTORY     - Date     Condition        Report By
 CS0042  HISTORY     - 1946     MONUMENTED       CGS
 CS0042  HISTORY     - 1956     GOOD             USGS
 CS0042  HISTORY     - 1975     MARK NOT FOUND   USGS
 CS0042
 CS0042                          STATION DESCRIPTION
 CS0042
 CS0042'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CS0042'5.1 MI W FROM QUINLAN.
 CS0042'5.1 MILES WEST ALONG STATE FARM ROAD 35 FROM THE SOUTHERN PACIFIC
 CS0042'SIDING AT QUINLAN, 1.9 MILES WEST OF STRINGTOWN SCHOOL, AT HURST
 CS0042'CREEK, 260 FEET SOUTHEAST OF A CONCRETE BRIDGE, 54 FEET EAST OF A
 CS0042'CREEK, 58 FEET NORTHEAST OF AN OLD BRIDGE LOCATION, 148 FEET SOUTH OF
 CS0042'THE CENTER OF THE HIGHWAY, IN A CULTIVATED FIELD.  A STANDARD DISK,
 CS0042'STAMPED Y 928 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS0042
 CS0042                          STATION RECOVERY (1975)
 CS0042
 CS0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CS0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1359 ***********************************************************************
 CS1359  DESIGNATION -  Y 929
 CS1359  PID         -  CS1359
 CS1359  STATE/COUNTY-  TX/ROCKWALL
 CS1359  USGS QUAD   -  MESQUITE (1973)
 CS1359
 CS1359                         *CURRENT SURVEY CONTROL
 CS1359  ___________________________________________________________________
 CS1359* NAD 83(1986)-  32 50 14.     (N)    096 30 31.     (W)     SCALED    
 CS1359* NAVD 88     -       124.030  (meters)     406.92   (feet)  ADJUSTED  
 CS1359  ___________________________________________________________________
 CS1359  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CS1359  DYNAMIC HT  -         123.894 (meters)     406.48  (feet)  COMP
 CS1359  MODELED GRAV-     979,537.0   (mgal)                       NAVD 88
 CS1359
 CS1359  VERT ORDER  -  SECOND    CLASS 0
 CS1359
 CS1359.The horizontal coordinates were scaled from a topographic map and have
 CS1359.an estimated accuracy of +/- 6 seconds.
 CS1359
 CS1359.The orthometric height was determined by differential leveling
 CS1359.and adjusted by the National Geodetic Survey in June 1991..
 CS1359
 CS1359.The geoid height was determined by GEOID03.
 CS1359
 CS1359.The dynamic height is computed by dividing the NAVD 88
 CS1359.geopotential number by the normal gravity value computed on the
 CS1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1359.degrees latitude (g = 980.6199 gals.).
 CS1359
 CS1359.The modeled gravity was interpolated from observed gravity values.
 CS1359
 CS1359;                    North         East    Units  Estimated Accuracy
 CS1359;SPC TXNC     - 2,131,570.      786,410.      MT  (+/- 180 meters Scaled)
 CS1359
 CS1359                          SUPERSEDED SURVEY CONTROL
 CS1359
 CS1359  NGVD 29 (??/??/92)  124.046  (m)          406.97   (f) ADJ UNCH    2 0
 CS1359
 CS1359.Superseded values are not recommended for survey control.
 CS1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1359.See file dsdata.txt to determine how the superseded data were derived.
 CS1359
 CS1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB331359(NAD 83)
 CS1359_MARKER: DB = BENCH MARK DISK
 CS1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1359_STAMPING: Y 929 1946
 CS1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1359+STABILITY: SURFACE MOTION
 CS1359
 CS1359  HISTORY     - Date     Condition        Report By
 CS1359  HISTORY     - 1946     MONUMENTED       CGS
 CS1359  HISTORY     - 1958     GOOD             NGS
 CS1359  HISTORY     - 19920825 MARK NOT FOUND   USPSQD
 CS1359  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1359
 CS1359                          STATION DESCRIPTION
 CS1359
 CS1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1359'2.1 MI W FROM HEATH.
 CS1359'2.1 MILES WEST FROM THE CROSSROADS AND GENERAL STORE AT HEATH, ALONG
 CS1359'THE NORTH SIDE OF BARNES BRIDGE ROAD, ABOUT 95 FEET NORTHEAST OF THE
 CS1359'NORTHEAST CORNER OF THE OLD BARNES BRIDGE ON THE EAST FORK OF THE
 CS1359'TRINITY RIVER.  IT IS 28 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 CS1359'BARNES BRIDGE ROAD, 5 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE
 CS1359'IN A FOOT PATH THAT LEADS FROM THE ROAD TO THE RIVER AND A BOAT
 CS1359'LANDING ABOUT 25 YARDS NORTHWEST.  THE MARK IS ABOUT 17 YARDS WEST OF
 CS1359'A LARGE PECAN TREE IN THE FENCE AND BRUSH LINE.  A DISK STAMPED Y 929
 CS1359'1946 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 CS1359
 CS1359                          STATION RECOVERY (1992)
 CS1359
 CS1359'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS1359'MARK NOT FOUND.
 CS1359
 CS1359                          STATION RECOVERY (2005)
 CS1359
 CS1359'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0053 ***********************************************************************
 AJ0053  DESIGNATION -  Y 93
 AJ0053  PID         -  AJ0053
 AJ0053  STATE/COUNTY-  TX/DUVAL
 AJ0053  USGS QUAD   -  BENAVIDES (1968)
 AJ0053
 AJ0053                         *CURRENT SURVEY CONTROL
 AJ0053  ___________________________________________________________________
 AJ0053* NAD 83(1986)-  27 35 51.     (N)    098 24 51.     (W)     SCALED    
 AJ0053* NAVD 88     -       115.911  (meters)     380.28   (feet)  ADJUSTED  
 AJ0053  ___________________________________________________________________
 AJ0053  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AJ0053  DYNAMIC HT  -         115.729 (meters)     379.69  (feet)  COMP
 AJ0053  MODELED GRAV-     979,074.2   (mgal)                       NAVD 88
 AJ0053
 AJ0053  VERT ORDER  -  FIRST     CLASS II
 AJ0053
 AJ0053.The horizontal coordinates were scaled from a topographic map and have
 AJ0053.an estimated accuracy of +/- 6 seconds.
 AJ0053
 AJ0053.The orthometric height was determined by differential leveling
 AJ0053.and adjusted by the National Geodetic Survey in June 1991..
 AJ0053
 AJ0053.The geoid height was determined by GEOID03.
 AJ0053
 AJ0053.The dynamic height is computed by dividing the NAVD 88
 AJ0053.geopotential number by the normal gravity value computed on the
 AJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0053.degrees latitude (g = 980.6199 gals.).
 AJ0053
 AJ0053.The modeled gravity was interpolated from observed gravity values.
 AJ0053
 AJ0053;                    North         East    Units  Estimated Accuracy
 AJ0053;SPC TX S     - 5,213,930.      308,470.      MT  (+/- 180 meters Scaled)
 AJ0053
 AJ0053                          SUPERSEDED SURVEY CONTROL
 AJ0053
 AJ0053  NGVD 29 (??/??/92)  115.978  (m)          380.50   (f) ADJ UNCH    1 2
 AJ0053
 AJ0053.Superseded values are not recommended for survey control.
 AJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0053.See file dsdata.txt to determine how the superseded data were derived.
 AJ0053
 AJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR578527(NAD 83)
 AJ0053_MARKER: DB = BENCH MARK DISK
 AJ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0053_STAMPING: Y 93 1933
 AJ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0053+STABILITY: SURFACE MOTION
 AJ0053
 AJ0053  HISTORY     - Date     Condition        Report By
 AJ0053  HISTORY     - 1933     MONUMENTED       CGS
 AJ0053  HISTORY     - 1942     GOOD             NGS
 AJ0053  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0053
 AJ0053                          STATION DESCRIPTION
 AJ0053
 AJ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0053'IN BENAVIDES.
 AJ0053'BENCH MARK IS ABOUT 650.0 FEET WEST OF THE MISSOURI PACIFIC RAILROAD
 AJ0053'STATION AT BENAVIDES, 45.0 FEET SOUTH OF THE CENTERLINE OF THE TRACKS
 AJ0053'AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  A STD. DISK SET
 AJ0053'IN CONCRETE POST PROJECTING 0.4 FOOT.
 AJ0053
 AJ0053                          STATION RECOVERY (1968)
 AJ0053
 AJ0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0272 ***********************************************************************
 DN0272  DESIGNATION -  Y 930
 DN0272  PID         -  DN0272
 DN0272  STATE/COUNTY-  TX/DENTON
 DN0272  USGS QUAD   -  HEBRON (1981)
 DN0272
 DN0272                         *CURRENT SURVEY CONTROL
 DN0272  ___________________________________________________________________
 DN0272* NAD 83(1986)-  33 06 05.     (N)    096 51 17.     (W)     SCALED    
 DN0272* NAVD 88     -       181.583  (meters)     595.74   (feet)  ADJUSTED  
 DN0272  ___________________________________________________________________
 DN0272  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DN0272  DYNAMIC HT  -         181.380 (meters)     595.08  (feet)  COMP
 DN0272  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 DN0272
 DN0272  VERT ORDER  -  SECOND    CLASS 0
 DN0272
 DN0272.The horizontal coordinates were scaled from a topographic map and have
 DN0272.an estimated accuracy of +/- 6 seconds.
 DN0272
 DN0272.The orthometric height was determined by differential leveling
 DN0272.and adjusted by the National Geodetic Survey in June 1991..
 DN0272
 DN0272.The geoid height was determined by GEOID03.
 DN0272
 DN0272.The dynamic height is computed by dividing the NAVD 88
 DN0272.geopotential number by the normal gravity value computed on the
 DN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0272.degrees latitude (g = 980.6199 gals.).
 DN0272
 DN0272.The modeled gravity was interpolated from observed gravity values.
 DN0272
 DN0272;                    North         East    Units  Estimated Accuracy
 DN0272;SPC TXNC     - 2,160,300.      753,560.      MT  (+/- 180 meters Scaled)
 DN0272
 DN0272                          SUPERSEDED SURVEY CONTROL
 DN0272
 DN0272  NGVD 29 (??/??/92)  181.592  (m)          595.77   (f) ADJ UNCH    2 0
 DN0272
 DN0272.Superseded values are not recommended for survey control.
 DN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0272.See file dsdata.txt to determine how the superseded data were derived.
 DN0272
 DN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB001645(NAD 83)
 DN0272_MARKER: DB = BENCH MARK DISK
 DN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0272_STAMPING: Y 930 1946
 DN0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0272+STABILITY: SURFACE MOTION
 DN0272
 DN0272  HISTORY     - Date     Condition        Report By
 DN0272  HISTORY     - 1946     MONUMENTED       CGS
 DN0272  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 DN0272  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0272  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0272
 DN0272                          STATION DESCRIPTION
 DN0272
 DN0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0272'1.3 MI N FROM CAMEY.
 DN0272'1.3 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM
 DN0272'CAMEY.  0.4 MILE WEST OF A FARM HOUSE, 46 FEET NORTHWEST OF THE WEST
 DN0272'END OF A CONCRETE PIPE CULVERT, 44 FEET WEST OF THE CENTER LINE OF THE
 DN0272'RAILROAD, 1 FOOT EAST OF A FENCE, 2 FEET NORTH OF A WHITE 4 X 4 MARKER
 DN0272'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0272
 DN0272                          STATION RECOVERY (1995)
 DN0272
 DN0272'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0272'MARK NOT FOUND.
 DN0272
 DN0272                          STATION RECOVERY (1998)
 DN0272
 DN0272'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0272'MARK NOT FOUND.
 DN0272
 DN0272                          STATION RECOVERY (2005)
 DN0272
 DN0272'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1699 ***********************************************************************
 CS1699  DESIGNATION -  Y 931
 CS1699  PID         -  CS1699
 CS1699  STATE/COUNTY-  TX/TARRANT
 CS1699  USGS QUAD   -  HALTOM CITY (1981)
 CS1699
 CS1699                         *CURRENT SURVEY CONTROL
 CS1699  ___________________________________________________________________
 CS1699* NAD 83(1986)-  32 47 26.     (N)    097 18 06.     (W)     SCALED    
 CS1699* NAVD 88     -       178.982  (meters)     587.21   (feet)  ADJUSTED  
 CS1699  ___________________________________________________________________
 CS1699  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS1699  DYNAMIC HT  -         178.773 (meters)     586.52  (feet)  COMP
 CS1699  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 CS1699
 CS1699  VERT ORDER  -  FIRST     CLASS II
 CS1699
 CS1699.The horizontal coordinates were scaled from a topographic map and have
 CS1699.an estimated accuracy of +/- 6 seconds.
 CS1699
 CS1699.The orthometric height was determined by differential leveling
 CS1699.and adjusted by the National Geodetic Survey in June 1991..
 CS1699
 CS1699.The geoid height was determined by GEOID03.
 CS1699
 CS1699.The dynamic height is computed by dividing the NAVD 88
 CS1699.geopotential number by the normal gravity value computed on the
 CS1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1699.degrees latitude (g = 980.6199 gals.).
 CS1699
 CS1699.The modeled gravity was interpolated from observed gravity values.
 CS1699
 CS1699;                    North         East    Units  Estimated Accuracy
 CS1699;SPC TXNC     - 2,125,270.      712,240.      MT  (+/- 180 meters Scaled)
 CS1699
 CS1699                          SUPERSEDED SURVEY CONTROL
 CS1699
 CS1699  NGVD 29 (??/??/92)  178.980  (m)          587.20   (f) ADJ UNCH    1 2
 CS1699
 CS1699.Superseded values are not recommended for survey control.
 CS1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1699.See file dsdata.txt to determine how the superseded data were derived.
 CS1699
 CS1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB590293(NAD 83)
 CS1699_MARKER: DB = BENCH MARK DISK
 CS1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1699_STAMPING: Y 931 1946 587.204
 CS1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1699+STABILITY: SURFACE MOTION
 CS1699
 CS1699  HISTORY     - Date     Condition        Report By
 CS1699  HISTORY     - 1946     MONUMENTED       CGS
 CS1699  HISTORY     - 1964     GOOD             NGS
 CS1699  HISTORY     - 1984     GOOD             NGS
 CS1699  HISTORY     - 19951118 GOOD             USPSQD
 CS1699  HISTORY     - 20020607 MARK NOT FOUND   INDIV
 CS1699
 CS1699                          STATION DESCRIPTION
 CS1699
 CS1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1699'IN FORT WORTH.
 CS1699'ABOUT 2.9 MILES NORTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH
 CS1699'ALONG THE WEST SIDE OF NORTH RIVERSIDE DRIVE, IN THE EAST CENTER OF A
 CS1699'SMALL PARKWAY IN FRONT OF HOUSE NUMBER 2121 RIVERSIDE, 18 INCHES WEST
 CS1699'OF THE WEST CURB OF RIVERSIDE, 5 FEET NORTH OF A FIRE-PLUG AND ABOUT
 CS1699'30 FEET WEST OF THE CENTER LINE OF RIVERSIDE.  IT IS 0.3 MILE SOUTH OF
 CS1699'THE INTERSECTION OF NORTH RIVERSIDE AND 28TH STREET.  A STANDARD DISK
 CS1699'STAMPED Y 931 1946 587.204 IN A CONCRETE POST ABOUT 3 INCHES BELOW THE
 CS1699'LEVEL OF THE LAWN.
 CS1699
 CS1699                          STATION RECOVERY (1984)
 CS1699
 CS1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1699'RECOVERED IN GOOD CONDITION.
 CS1699
 CS1699                          STATION RECOVERY (1995)
 CS1699
 CS1699'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1699'RECOVERED IN GOOD CONDITION.
 CS1699
 CS1699                          STATION RECOVERY (2002)
 CS1699
 CS1699'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1699'NO MARKER, JUST A HOLE WHERE THE MARKER SHOULD HAVE BEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1694 ***********************************************************************
 CS1694  DESIGNATION -  Y 932
 CS1694  PID         -  CS1694
 CS1694  STATE/COUNTY-  TX/TARRANT
 CS1694  USGS QUAD   -  FORT WORTH (1981)
 CS1694
 CS1694                         *CURRENT SURVEY CONTROL
 CS1694  ___________________________________________________________________
 CS1694* NAD 83(1986)-  32 42 21.     (N)    097 20 40.     (W)     SCALED    
 CS1694* NAVD 88     -       204.645  (meters)     671.41   (feet)  ADJUSTED  
 CS1694  ___________________________________________________________________
 CS1694  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS1694  DYNAMIC HT  -         204.405 (meters)     670.62  (feet)  COMP
 CS1694  MODELED GRAV-     979,458.2   (mgal)                       NAVD 88
 CS1694
 CS1694  VERT ORDER  -  FIRST     CLASS II
 CS1694
 CS1694.The horizontal coordinates were scaled from a topographic map and have
 CS1694.an estimated accuracy of +/- 6 seconds.
 CS1694
 CS1694.The orthometric height was determined by differential leveling
 CS1694.and adjusted by the National Geodetic Survey in June 1991..
 CS1694
 CS1694.The geoid height was determined by GEOID03.
 CS1694
 CS1694.The dynamic height is computed by dividing the NAVD 88
 CS1694.geopotential number by the normal gravity value computed on the
 CS1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1694.degrees latitude (g = 980.6199 gals.).
 CS1694
 CS1694.The modeled gravity was interpolated from observed gravity values.
 CS1694
 CS1694;                    North         East    Units  Estimated Accuracy
 CS1694;SPC TXNC     - 2,115,830.      708,330.      MT  (+/- 180 meters Scaled)
 CS1694
 CS1694                          SUPERSEDED SURVEY CONTROL
 CS1694
 CS1694  NGVD 29 (??/??/92)  204.648  (m)          671.42   (f) ADJ UNCH    1 2
 CS1694
 CS1694.Superseded values are not recommended for survey control.
 CS1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1694.See file dsdata.txt to determine how the superseded data were derived.
 CS1694
 CS1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB551198(NAD 83)
 CS1694_MARKER: DB = BENCH MARK DISK
 CS1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1694_STAMPING: Y 932 1946
 CS1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1694+STABILITY: SURFACE MOTION
 CS1694
 CS1694  HISTORY     - Date     Condition        Report By
 CS1694  HISTORY     - 1946     MONUMENTED       CGS
 CS1694  HISTORY     - 1962     GOOD             NGS
 CS1694  HISTORY     - 19951118 GOOD             USPSQD
 CS1694  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1694
 CS1694                          STATION DESCRIPTION
 CS1694
 CS1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1694'IN FORT WORTH.
 CS1694'ABOUT 3.6 MILES SOUTH OF THE COUNTY COURT HOUSE AT FORT WORTH, IN THE
 CS1694'SOUTHEAST CORNER OF THE INTERSECTION OF WEST BERRY AND JAMES STREETS,
 CS1694'ABOUT 37 FEET SOUTH OF THE CENTERLINE OF WEST BERRY, 20 FEET EAST OF
 CS1694'THE CENTERLINE OF JAMES, 6.2 FEET NORTH OF THE NORTH EDGE OF THE WALK
 CS1694'ON THE SOUTH SIDE OF BERRY AND 2.9 FEET WEST OF THE WEST EDGE OF THE
 CS1694'WALK ON THE EAST SIDE OF JAMES.  A STANDARD DISK STAMPED Y 932 1946 IN
 CS1694'A CONCRETE POST ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 CS1694
 CS1694                          STATION RECOVERY (1995)
 CS1694
 CS1694'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1694'RECOVERED IN GOOD CONDITION.
 CS1694
 CS1694                          STATION RECOVERY (2001)
 CS1694
 CS1694'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1695 ***********************************************************************
 CS1695  DESIGNATION -  Y 932 RESET 1974
 CS1695  PID         -  CS1695
 CS1695  STATE/COUNTY-  TX/TARRANT
 CS1695  USGS QUAD   -  FORT WORTH (1981)
 CS1695
 CS1695                         *CURRENT SURVEY CONTROL
 CS1695  ___________________________________________________________________
 CS1695* NAD 83(1986)-  32 42 21.     (N)    097 20 40.     (W)     SCALED    
 CS1695* NAVD 88     -       204.56   (+/-2cm)     671.1    (feet)  VERTCON   
 CS1695  ___________________________________________________________________
 CS1695  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS1695
 CS1695  VERT ORDER  -  THIRD (See Below)
 CS1695
 CS1695.The horizontal coordinates were scaled from a topographic map and have
 CS1695.an estimated accuracy of +/- 6 seconds.
 CS1695
 CS1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1695.The vertical order pertains to the NGVD 29 superseded value.
 CS1695
 CS1695.The geoid height was determined by GEOID03.
 CS1695
 CS1695;                    North         East    Units  Estimated Accuracy
 CS1695;SPC TXNC     - 2,115,830.      708,330.      MT  (+/- 180 meters Scaled)
 CS1695
 CS1695                          SUPERSEDED SURVEY CONTROL
 CS1695
 CS1695  NGVD 29 (01/29/03)  204.55   (m)          671.1    (f) RESET       3  
 CS1695
 CS1695.Superseded values are not recommended for survey control.
 CS1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1695.See file dsdata.txt to determine how the superseded data were derived.
 CS1695
 CS1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB551198(NAD 83)
 CS1695_MARKER: DB = BENCH MARK DISK
 CS1695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1695_SP_SET: CONCRETE BASE
 CS1695_STAMPING: Y 932 RESET 1974
 CS1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1695
 CS1695  HISTORY     - Date     Condition        Report By
 CS1695  HISTORY     - 1974     MONUMENTED       NGS
 CS1695  HISTORY     - 1974     GOOD             USPSQD
 CS1695  HISTORY     - 1989     GOOD             USPSQD
 CS1695  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1695
 CS1695                          STATION DESCRIPTION
 CS1695
 CS1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CS1695'IN FORT WORTH.
 CS1695'ABOUT 3.6 MILES SOUTH OF THE COUNTY COURT HOUSE IN FORT WORTH, AT THE
 CS1695'SOUTHEAST CORNER OF THE INTERSECTION OF WEST BERRY AND JAMES STREET. A
 CS1695'STANDARD BENCH MARK DISK SET IN A DRILL HOLE, IN THE EAST END OF THE
 CS1695'CONCRETE BASE OF STREET DRAINAGE IN-TAKE AND IS STAMPED Y 932 RESET
 CS1695'1974.  IT IS 51 FEET WEST OF THE CENTER OF W. BERRY STREET, 19 FEET
 CS1695'SOUTH OF THE CENTER OF JAMES AVE., 1.6 FEET WEST OF A STREET SIGN
 CS1695'POST, 2 FEET EAST OF A MAN-HOLE COVER AND 1.6 FEET SOUTH OF THE CURB.
 CS1695'ELEVATION TRANSFERRED TO THIS MARK FROM BENCH MARK Y 932 1946.
 CS1695
 CS1695                          STATION RECOVERY (1974)
 CS1695
 CS1695'RECOVERY NOTE BY US POWER SQUADRON 1974 (RCS)
 CS1695'RECOVERED IN GOOD CONDITION.
 CS1695
 CS1695                          STATION RECOVERY (1989)
 CS1695
 CS1695'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWM)
 CS1695'RECOVERED IN GOOD CONDITION.
 CS1695
 CS1695                          STATION RECOVERY (2001)
 CS1695
 CS1695'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1696 ***********************************************************************
 CS1696  DESIGNATION -  Y 932 RESET 1975
 CS1696  PID         -  CS1696
 CS1696  STATE/COUNTY-  TX/TARRANT
 CS1696  USGS QUAD   -  FORT WORTH (1981)
 CS1696
 CS1696                         *CURRENT SURVEY CONTROL
 CS1696  ___________________________________________________________________
 CS1696* NAD 83(1986)-  32 42 21.     (N)    097 20 40.     (W)     SCALED    
 CS1696* NAVD 88     -       204.57   (+/-2cm)     671.2    (feet)  VERTCON   
 CS1696  ___________________________________________________________________
 CS1696  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS1696
 CS1696  VERT ORDER  -  THIRD (See Below)
 CS1696
 CS1696.The horizontal coordinates were scaled from a topographic map and have
 CS1696.an estimated accuracy of +/- 6 seconds.
 CS1696
 CS1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1696.The vertical order pertains to the NGVD 29 superseded value.
 CS1696
 CS1696.The geoid height was determined by GEOID03.
 CS1696
 CS1696;                    North         East    Units  Estimated Accuracy
 CS1696;SPC TXNC     - 2,115,830.      708,330.      MT  (+/- 180 meters Scaled)
 CS1696
 CS1696                          SUPERSEDED SURVEY CONTROL
 CS1696
 CS1696  NGVD 29 (01/29/03)  204.56   (m)          671.1    (f) RESET       3  
 CS1696
 CS1696.Superseded values are not recommended for survey control.
 CS1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1696.See file dsdata.txt to determine how the superseded data were derived.
 CS1696
 CS1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB551198(NAD 83)
 CS1696_MARKER: DB = BENCH MARK DISK
 CS1696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1696_SP_SET: DRAINAGE IN-TAKE
 CS1696_STAMPING: Y 932 RESET 1975
 CS1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1696+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 CS1696
 CS1696  HISTORY     - Date     Condition        Report By
 CS1696  HISTORY     - 1975     MONUMENTED       NGS
 CS1696  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1696  HISTORY     - 20050912 GOOD             USPSQD
 CS1696
 CS1696                          STATION DESCRIPTION
 CS1696
 CS1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 CS1696'3.5 MI S FROM FORT WORTH.
 CS1696'THE MARK IS LOCATED IN THE SOUTH PART OF FORT WORTH, AT THE
 CS1696'INTERSECTION OF W. BERRY STREET AND JAMES AVE.  STANDARD DISK SET IN A
 CS1696'DRILL HOLE AT THE EAST END OF A DRAINAGE IN-TAKE.  IT IS 60 FEET WEST
 CS1696'OF THE CENTER-LINE OF W. BERRT STREET, 16 FEET SOUTH OF THE
 CS1696'CENTER-LINE OF JAMES AVE. AND 1.6 FEET EAST-NORTHEAST OF A MAN-HOLE
 CS1696'COVER.
 CS1696
 CS1696                          STATION RECOVERY (2001)
 CS1696
 CS1696'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1696'MARK NOT FOUND.
 CS1696
 CS1696                          STATION RECOVERY (2005)
 CS1696
 CS1696'RECOVERY NOTE BY US POWER SQUADRON 2005 (RBP)
 CS1696'RECOVERED AS DESCRIBED, EXCEPT DIRECTIONS ARE ROTATED 90 DEGREES,
 CS1696'I.E., THE MARK IS MOUNTED IN THE NORTH END OF A DRAINAGE INTAKE, 60
 CS1696'FEET SOUTH OF THE CENTERLINE OF W. BERRY ST., 16 FEET EAST OF THE
 CS1696'CENTERLINE OF JAMES AVE., AND 1.6 FEET NORTH-NORTWEST OF A MANHOLE
 CS1696'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0099 ***********************************************************************
 BZ0099  DESIGNATION -  Y 933
 BZ0099  PID         -  BZ0099
 BZ0099  STATE/COUNTY-  TX/FREESTONE
 BZ0099  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0099
 BZ0099                         *CURRENT SURVEY CONTROL
 BZ0099  ___________________________________________________________________
 BZ0099* NAD 83(1986)-  31 38 40.     (N)    096 16 55.     (W)     SCALED    
 BZ0099* NAVD 88     -       151.507  (meters)     497.07   (feet)  ADJUSTED  
 BZ0099  ___________________________________________________________________
 BZ0099  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0099  DYNAMIC HT  -         151.325 (meters)     496.47  (feet)  COMP
 BZ0099  MODELED GRAV-     979,436.6   (mgal)                       NAVD 88
 BZ0099
 BZ0099  VERT ORDER  -  SECOND    CLASS 0
 BZ0099
 BZ0099.The horizontal coordinates were scaled from a topographic map and have
 BZ0099.an estimated accuracy of +/- 6 seconds.
 BZ0099
 BZ0099.The orthometric height was determined by differential leveling
 BZ0099.and adjusted by the National Geodetic Survey in June 1991..
 BZ0099
 BZ0099.The geoid height was determined by GEOID03.
 BZ0099
 BZ0099.The dynamic height is computed by dividing the NAVD 88
 BZ0099.geopotential number by the normal gravity value computed on the
 BZ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0099.degrees latitude (g = 980.6199 gals.).
 BZ0099
 BZ0099.The modeled gravity was interpolated from observed gravity values.
 BZ0099
 BZ0099;                    North         East    Units  Estimated Accuracy
 BZ0099;SPC TX C     - 3,226,250.    1,084,190.      MT  (+/- 180 meters Scaled)
 BZ0099
 BZ0099                          SUPERSEDED SURVEY CONTROL
 BZ0099
 BZ0099  NGVD 29 (??/??/92)  151.494  (m)          497.03   (f) ADJ UNCH    2 0
 BZ0099
 BZ0099.Superseded values are not recommended for survey control.
 BZ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0099.See file dsdata.txt to determine how the superseded data were derived.
 BZ0099
 BZ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA577042(NAD 83)
 BZ0099_MARKER: DB = BENCH MARK DISK
 BZ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0099_STAMPING: Y 933 1948
 BZ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0099+STABILITY: SURFACE MOTION
 BZ0099
 BZ0099  HISTORY     - Date     Condition        Report By
 BZ0099  HISTORY     - 1948     MONUMENTED       CGS
 BZ0099  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0099  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0099
 BZ0099                          STATION DESCRIPTION
 BZ0099
 BZ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0099'1.2 MI N FROM TEAGUE.
 BZ0099'0.7 MILE NORTH ALONG U.S. HIGHWAY NO.84 FROM THE POST OFFICE AT
 BZ0099'TEAGUE, THENCE 0.5 MILE NORTH ALONG A GRADED DIRT ROAD, AT THE
 BZ0099'ENTRANCE TO GAGE AIRPORT, 27.9 FEET EAST OF THE CENTER OF THE ROAD,
 BZ0099'18.6 FEET WEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING,
 BZ0099'26.7 FEET NORTH OF THE CENTER OF THE ENTRANCE DRIVE, 3.0 FEET
 BZ0099'NORTHEAST OF A FENCE POST, 2.2 FEET EAST OF A BARB WIRE FENCE AND SET
 BZ0099'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0099
 BZ0099                          STATION RECOVERY (1963)
 BZ0099
 BZ0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0099'MARK NOT FOUND.
 BZ0099
 BZ0099                          STATION RECOVERY (2002)
 BZ0099
 BZ0099'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0099'LOCAL KNOWLEDGE - OLD AIRPORT HAS BEEN REPLACED BY THE CURRENT HOUSING
 BZ0099'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0122 ***********************************************************************
 BZ0122  DESIGNATION -  Y 934
 BZ0122  PID         -  BZ0122
 BZ0122  STATE/COUNTY-  TX/LIMESTONE
 BZ0122  USGS QUAD   -  MEXIA (1982)
 BZ0122
 BZ0122                         *CURRENT SURVEY CONTROL
 BZ0122  ___________________________________________________________________
 BZ0122* NAD 83(1986)-  31 39 59.     (N)    096 27 54.     (W)     SCALED    
 BZ0122* NAVD 88     -       155.88   (+/-2cm)     511.4    (feet)  VERTCON   
 BZ0122  ___________________________________________________________________
 BZ0122  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0122
 BZ0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0122
 BZ0122.This mark is at Mexia-Limestone Co (TX06) Airport (TX06)
 BZ0122
 BZ0122.The horizontal coordinates were scaled from a topographic map and have
 BZ0122.an estimated accuracy of +/- 6 seconds.
 BZ0122
 BZ0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0122.The vertical order pertains to the NGVD 29 superseded value.
 BZ0122
 BZ0122.The geoid height was determined by GEOID03.
 BZ0122
 BZ0122;                    North         East    Units  Estimated Accuracy
 BZ0122;SPC TX C     - 3,228,060.    1,066,760.      MT  (+/- 180 meters Scaled)
 BZ0122
 BZ0122                          SUPERSEDED SURVEY CONTROL
 BZ0122
 BZ0122  NGVD 29 (??/??/92)  155.850  (m)          511.32   (f) ADJ UNCH    2 0
 BZ0122
 BZ0122.Superseded values are not recommended for survey control.
 BZ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0122.See file dsdata.txt to determine how the superseded data were derived.
 BZ0122
 BZ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA403062(NAD 83)
 BZ0122_MARKER: DB = BENCH MARK DISK
 BZ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0122_STAMPING: Y 934 1948
 BZ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0122+STABILITY: SURFACE MOTION
 BZ0122
 BZ0122  HISTORY     - Date     Condition        Report By
 BZ0122  HISTORY     - 1948     MONUMENTED       CGS
 BZ0122  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0122  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0122  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0122
 BZ0122                          STATION DESCRIPTION
 BZ0122
 BZ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0122'IN MEXIA.
 BZ0122'AT MEXIA, IN THE SOUTHWEST CORNER OF THE LANDING FIELD OF THE MEXIA
 BZ0122'MUNICIPAL AIRPORT, 85.7 FEET EAST OF THE CENTER OF A HARD SURFACED
 BZ0122'ROAD, 59.0 FEET EAST OF A FENCE CORNER, 4.5 FEET NORTH OF A BARB WIRE
 BZ0122'FENCE AND A CULTIVATED FIELD, 1.3 FEET SOUTH OF A WITNESS POST AND SET
 BZ0122'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0122
 BZ0122                          STATION RECOVERY (1980)
 BZ0122
 BZ0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0122'MARK NOT FOUND.
 BZ0122
 BZ0122                          STATION RECOVERY (1995)
 BZ0122
 BZ0122'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0122'MARK NOT FOUND.
 BZ0122
 BZ0122                          STATION RECOVERY (2002)
 BZ0122
 BZ0122'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0029 ***********************************************************************
 BZ0029  DESIGNATION -  Y 935 RESET 1958
 BZ0029  PID         -  BZ0029
 BZ0029  STATE/COUNTY-  TX/LIMESTONE
 BZ0029  USGS QUAD   -  MEXIA (1982)
 BZ0029
 BZ0029                         *CURRENT SURVEY CONTROL
 BZ0029  ___________________________________________________________________
 BZ0029* NAD 83(1986)-  31 41 46.     (N)    096 29 15.     (W)     SCALED    
 BZ0029* NAVD 88     -       150.72   (+/-2cm)     494.5    (feet)  VERTCON   
 BZ0029  ___________________________________________________________________
 BZ0029  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0029
 BZ0029  VERT ORDER  -  THIRD (See Below)
 BZ0029
 BZ0029.The horizontal coordinates were scaled from a topographic map and have
 BZ0029.an estimated accuracy of +/- 6 seconds.
 BZ0029
 BZ0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0029.The vertical order pertains to the NGVD 29 superseded value.
 BZ0029
 BZ0029.The geoid height was determined by GEOID03.
 BZ0029
 BZ0029;                    North         East    Units  Estimated Accuracy
 BZ0029;SPC TX C     - 3,231,280.    1,064,510.      MT  (+/- 180 meters Scaled)
 BZ0029
 BZ0029                          SUPERSEDED SURVEY CONTROL
 BZ0029
 BZ0029  NGVD 29 (01/29/03)  150.70   (m)          494.4    (f) RESET       3  
 BZ0029
 BZ0029.Superseded values are not recommended for survey control.
 BZ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0029.See file dsdata.txt to determine how the superseded data were derived.
 BZ0029
 BZ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA381094(NAD 83)
 BZ0029_MARKER: DB = BENCH MARK DISK
 BZ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0029_STAMPING: Y 935 RESET 1958
 BZ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0029+STABILITY: SURFACE MOTION
 BZ0029
 BZ0029  HISTORY     - Date     Condition        Report By
 BZ0029  HISTORY     - 1958     MONUMENTED       CGS
 BZ0029  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0029
 BZ0029                          STATION DESCRIPTION
 BZ0029
 BZ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ0029'0.75 MI N FROM MEXIA.
 BZ0029'0.75 MILE NORTH ALONG STATE HIGHWAY NO. 14 FROM THE JUNCTION WITH
 BZ0029'HIGHWAY NO. 171 AT MEXIA, ABOUT 11 YARDS WEST OF THE WEST RIGHT-OF-WAY
 BZ0029'FENCE, 4 FEET NORTH OF THE NORTHWEST END OF A LARGE BILLBOARD, ALONG
 BZ0029'THE EAST EDGE OF A BRUSH ROW WHICH LIES BETWEEN THE HIGHWAY AND A
 BZ0029'CULTIVATED FIELD.  IT IS ABOUT 75 YARDS NORTHWEST OF A CONCRETE
 BZ0029'CULVERT AND A MEXIA CITY LIMITS SIGN.  A STANDARD DISK STAMPED Y 935
 BZ0029'RESET 1958 IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 BZ0029
 BZ0029                          STATION RECOVERY (2002)
 BZ0029
 BZ0029'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0059 ***********************************************************************
 BZ0059  DESIGNATION -  Y 936
 BZ0059  PID         -  BZ0059
 BZ0059  STATE/COUNTY-  TX/FREESTONE
 BZ0059  USGS QUAD   -  WORTHAM (1982)
 BZ0059
 BZ0059                         *CURRENT SURVEY CONTROL
 BZ0059  ___________________________________________________________________
 BZ0059* NAD 83(1986)-  31 46 02.     (N)    096 23 00.     (W)     SCALED    
 BZ0059* NAVD 88     -       130.357  (meters)     427.68   (feet)  ADJUSTED  
 BZ0059  ___________________________________________________________________
 BZ0059  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 BZ0059  DYNAMIC HT  -         130.203 (meters)     427.17  (feet)  COMP
 BZ0059  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 BZ0059
 BZ0059  VERT ORDER  -  SECOND    CLASS 0
 BZ0059
 BZ0059.The horizontal coordinates were scaled from a topographic map and have
 BZ0059.an estimated accuracy of +/- 6 seconds.
 BZ0059
 BZ0059.The orthometric height was determined by differential leveling
 BZ0059.and adjusted by the National Geodetic Survey in June 1991..
 BZ0059
 BZ0059.The geoid height was determined by GEOID03.
 BZ0059
 BZ0059.The dynamic height is computed by dividing the NAVD 88
 BZ0059.geopotential number by the normal gravity value computed on the
 BZ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0059.degrees latitude (g = 980.6199 gals.).
 BZ0059
 BZ0059.The modeled gravity was interpolated from observed gravity values.
 BZ0059
 BZ0059;                    North         East    Units  Estimated Accuracy
 BZ0059;SPC TX C     - 3,239,510.    1,074,100.      MT  (+/- 180 meters Scaled)
 BZ0059
 BZ0059                          SUPERSEDED SURVEY CONTROL
 BZ0059
 BZ0059  NGVD 29 (??/??/92)  130.344  (m)          427.64   (f) ADJ UNCH    2 0
 BZ0059
 BZ0059.Superseded values are not recommended for survey control.
 BZ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0059.See file dsdata.txt to determine how the superseded data were derived.
 BZ0059
 BZ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA478176(NAD 83)
 BZ0059_MARKER: DB = BENCH MARK DISK
 BZ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0059_STAMPING: Y 936 1948
 BZ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0059+STABILITY: SURFACE MOTION
 BZ0059
 BZ0059  HISTORY     - Date     Condition        Report By
 BZ0059  HISTORY     - 1948     MONUMENTED       CGS
 BZ0059
 BZ0059                          STATION DESCRIPTION
 BZ0059
 BZ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0059'3.70 MI SW FROM KIRVIN.
 BZ0059'0.65 MILE SOUTH ALONG SPUR HIGHWAY 156 FROM THE RAILROAD STATION AT
 BZ0059'KIRVIN, THENCE 3.05 MILES WEST ALONG FARM HIGHWAY 27, AT THE TOP OF A
 BZ0059'PROMINENT HILL, 325.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BZ0059'FARMHOUSE, 147.0 FEET WEST OF THE CENTER LINE OF A DIRT T ROAD LEADING
 BZ0059'SOUTH, 51.8 FEET SOUTH OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF
 BZ0059'THE HIGHWAY, 12.5 FEET WEST OF THE CENTER OF A WOODEN GATE, 2.0 FEET
 BZ0059'EAST OF A WITNESS POST, 1.0 FOOT NORTH OF A BARBED WIRE FENCE, SET IN
 BZ0059'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1475 ***********************************************************************
 BZ1475  DESIGNATION -  Y 937 RESET
 BZ1475  PID         -  BZ1475
 BZ1475  STATE/COUNTY-  TX/FREESTONE
 BZ1475  USGS QUAD   -  KIRVIN (1982)
 BZ1475
 BZ1475                         *CURRENT SURVEY CONTROL
 BZ1475  ___________________________________________________________________
 BZ1475* NAD 83(1986)-  31 50 12.     (N)    096 18 55.     (W)     SCALED    
 BZ1475* NAVD 88     -       110.52   (meters)     362.6    (feet)  RESET     
 BZ1475  ___________________________________________________________________
 BZ1475  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 BZ1475
 BZ1475  VERT ORDER  -  THIRD
 BZ1475
 BZ1475.The horizontal coordinates were scaled from a topographic map and have
 BZ1475.an estimated accuracy of +/- 6 seconds.
 BZ1475
 BZ1475.The orthometric height was computed from unverified reset data.
 BZ1475
 BZ1475.The geoid height was determined by GEOID03.
 BZ1475
 BZ1475;                    North         East    Units  Estimated Accuracy
 BZ1475;SPC TX C     - 3,247,430.    1,080,260.      MT  (+/- 180 meters Scaled)
 BZ1475
 BZ1475                          SUPERSEDED SURVEY CONTROL
 BZ1475
 BZ1475  NGVD 29 (01/29/03)  110.51   (m)          362.6    (f) RESET       3  
 BZ1475
 BZ1475.Superseded values are not recommended for survey control.
 BZ1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1475.See file dsdata.txt to determine how the superseded data were derived.
 BZ1475
 BZ1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA540254(NAD 83)
 BZ1475_MARKER: DB = BENCH MARK DISK
 BZ1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1475_SP_SET: CONCRETE POST
 BZ1475_STAMPING: Y 937 RESET 1955
 BZ1475_MARK LOGO: CGS   
 BZ1475_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1475+STABILITY: SURFACE MOTION
 BZ1475
 BZ1475  HISTORY     - Date     Condition        Report By
 BZ1475  HISTORY     - 1955     MONUMENTED       CGS
 BZ1475  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1475
 BZ1475                          STATION DESCRIPTION
 BZ1475
 BZ1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BZ1475'3 MILES SOUTH ALONG F.M. ROAD 1449, FROM THE FIRST NATIONAL BANK IN
 BZ1475'STREETMAN, ABOUT 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 25
 BZ1475'FEET SOUTH OF THE CENTERLINE OF AN IRON GATE AND ROAD LEADING 150
 BZ1475'YARDS SOUTHWEST TO A METAL BARN, AND 1 FOOT EAST OF THE WEST
 BZ1475'RIGHT-OF-WAY FENCE.
 BZ1475
 BZ1475                          STATION RECOVERY (2002)
 BZ1475
 BZ1475'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BZ1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0597 ***********************************************************************
 BZ0597  DESIGNATION -  Y 938
 BZ0597  PID         -  BZ0597
 BZ0597  STATE/COUNTY-  TX/LIMESTONE
 BZ0597  USGS QUAD   -  COOLIDGE (1978)
 BZ0597
 BZ0597                         *CURRENT SURVEY CONTROL
 BZ0597  ___________________________________________________________________
 BZ0597* NAD 83(1986)-  31 45 57.     (N)    096 39 37.     (W)     SCALED    
 BZ0597* NAVD 88     -       149.860  (meters)     491.67   (feet)  ADJUSTED  
 BZ0597  ___________________________________________________________________
 BZ0597  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 BZ0597  DYNAMIC HT  -         149.682 (meters)     491.08  (feet)  COMP
 BZ0597  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 BZ0597
 BZ0597  VERT ORDER  -  FIRST     CLASS II
 BZ0597
 BZ0597.The horizontal coordinates were scaled from a topographic map and have
 BZ0597.an estimated accuracy of +/- 6 seconds.
 BZ0597
 BZ0597.The orthometric height was determined by differential leveling
 BZ0597.and adjusted by the National Geodetic Survey in June 1991..
 BZ0597.WARNING-Repeat measurements at this control monument indicate possible
 BZ0597.vertical movement.
 BZ0597
 BZ0597.The geoid height was determined by GEOID03.
 BZ0597
 BZ0597.The dynamic height is computed by dividing the NAVD 88
 BZ0597.geopotential number by the normal gravity value computed on the
 BZ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0597.degrees latitude (g = 980.6199 gals.).
 BZ0597
 BZ0597.The modeled gravity was interpolated from observed gravity values.
 BZ0597
 BZ0597;                    North         East    Units  Estimated Accuracy
 BZ0597;SPC TX C     - 3,238,460.    1,047,880.      MT  (+/- 180 meters Scaled)
 BZ0597
 BZ0597                          SUPERSEDED SURVEY CONTROL
 BZ0597
 BZ0597  NGVD 29 (??/??/92)  149.763  (m)          491.35   (f) ADJ UNCH    1 2
 BZ0597
 BZ0597.Superseded values are not recommended for survey control.
 BZ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0597.See file dsdata.txt to determine how the superseded data were derived.
 BZ0597
 BZ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA215168(NAD 83)
 BZ0597_MARKER: DB = BENCH MARK DISK
 BZ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0597_STAMPING: Y 938 1948
 BZ0597_PROJECTION: PROJECTING 9 CENTIMETERS
 BZ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0597+STABILITY: SURFACE MOTION
 BZ0597
 BZ0597  HISTORY     - Date     Condition        Report By
 BZ0597  HISTORY     - 1948     MONUMENTED       CGS
 BZ0597  HISTORY     - 1980     GOOD             NGS
 BZ0597  HISTORY     - 19950715 GOOD             USPSQD
 BZ0597
 BZ0597                          STATION DESCRIPTION
 BZ0597
 BZ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0597'1.02 MI NW FROM COOLIDGE.
 BZ0597'1.02 MILES NORTHWEST ALONG STATE HIGHWAY NO. 171 FROM THE
 BZ0597'BURLINGTON-ROCK ISLAND RAILROAD STATION BUILDING AT COOLIDGE, ON THE
 BZ0597'SOUTHWEST SIDE OF THE HIGHWAY FROM THE OLD RAILROAD BED, ON THE
 BZ0597'NORTHWEST SLOPE OF A HILL, 0.3 MILE SOUTHEAST OF A WOODEN HIGHWAY
 BZ0597'BRIDGE, 46.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.0
 BZ0597'FEET NORTHEAST OF A FENCE, 3.5 FEET SOUTHEAST OF A REFERENCE POST, SET
 BZ0597'IN TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BZ0597
 BZ0597                          STATION RECOVERY (1980)
 BZ0597
 BZ0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0597'16.7 KM. (10.4 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE
 BZ0597'JUNCTION OF STATE HIGHWAY 31 IN HUBBARD, ACROSS THE HIGHWAY FROM THE
 BZ0597'NORTHWEST END OF A CUTBANK ON THE NORTHEAST SIDE OF THE HIGHWAY,
 BZ0597'0.3 KM. (0.2 MI.) SOUTHEAST OF A LARGE CONCRETE CULVERT UNDER THE
 BZ0597'HIGHWAY, 46.0 M. (210 FT.) NORTHWEST OF THE SOUTHWEST END OF A
 BZ0597'CONCRETE CULVERT UNDER THE HIGHWAY, 14.0 M. (46.0 FT.) SOUTHWEST WEST
 BZ0597'OF THE CENTERLINE OF THE HIGHWAY, 0.6 M. (2.0 FT.) NORTHEAST OF A
 BZ0597'FENCE, 15.2 M. (50.0 FT.) NORTHWEST OF A POWERLINE POLE, 35.4 M.
 BZ0597'(116 FT.) NORTHWEST OF A TELEPHONE JUNCTION BOX.
 BZ0597'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BZ0597'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ0597
 BZ0597                          STATION RECOVERY (1995)
 BZ0597
 BZ0597'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0675 ***********************************************************************
 BZ0675  DESIGNATION -  Y 939
 BZ0675  PID         -  BZ0675
 BZ0675  STATE/COUNTY-  TX/NAVARRO
 BZ0675  USGS QUAD   -  UNION HIGH (1965)
 BZ0675
 BZ0675                         *CURRENT SURVEY CONTROL
 BZ0675  ___________________________________________________________________
 BZ0675* NAD 83(1986)-  31 50 13.     (N)    096 34 53.     (W)     SCALED    
 BZ0675* NAVD 88     -       132.037  (meters)     433.19   (feet)  ADJUSTED  
 BZ0675  ___________________________________________________________________
 BZ0675  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 BZ0675  DYNAMIC HT  -         131.881 (meters)     432.68  (feet)  COMP
 BZ0675  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 BZ0675
 BZ0675  VERT ORDER  -  SECOND    CLASS 0
 BZ0675
 BZ0675.The horizontal coordinates were scaled from a topographic map and have
 BZ0675.an estimated accuracy of +/- 6 seconds.
 BZ0675
 BZ0675.The orthometric height was determined by differential leveling
 BZ0675.and adjusted by the National Geodetic Survey in June 1991..
 BZ0675
 BZ0675.The geoid height was determined by GEOID03.
 BZ0675
 BZ0675.The dynamic height is computed by dividing the NAVD 88
 BZ0675.geopotential number by the normal gravity value computed on the
 BZ0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0675.degrees latitude (g = 980.6199 gals.).
 BZ0675
 BZ0675.The modeled gravity was interpolated from observed gravity values.
 BZ0675
 BZ0675;                    North         East    Units  Estimated Accuracy
 BZ0675;SPC TXNC     - 2,020,540.      781,620.      MT  (+/- 180 meters Scaled)
 BZ0675
 BZ0675                          SUPERSEDED SURVEY CONTROL
 BZ0675
 BZ0675  NGVD 29 (??/??/92)  132.018  (m)          433.13   (f) ADJ UNCH    2 0
 BZ0675
 BZ0675.Superseded values are not recommended for survey control.
 BZ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0675.See file dsdata.txt to determine how the superseded data were derived.
 BZ0675
 BZ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA288249(NAD 83)
 BZ0675_MARKER: DB = BENCH MARK DISK
 BZ0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0675_STAMPING: Y 939 1948
 BZ0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0675+STABILITY: SURFACE MOTION
 BZ0675
 BZ0675  HISTORY     - Date     Condition        Report By
 BZ0675  HISTORY     - 1948     MONUMENTED       CGS
 BZ0675
 BZ0675                          STATION DESCRIPTION
 BZ0675
 BZ0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0675'11.35 MI SE FROM DAWSON.
 BZ0675'4.15 MILES EAST ALONG FARM ROAD 709 FROM THE RAILROAD STATION AT
 BZ0675'DAWSON, THENCE 4.5 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BZ0675'1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.85 MILE
 BZ0675'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.55 MILE NORTHEAST ALONG A
 BZ0675'GRADED DIRT ROAD, 52.3 FEET WEST OF THE CENTER OF AN OPEN TOP WELL,
 BZ0675'52.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 41.1 FEET
 BZ0675'SOUTHWEST OF THE WEST CORNER OF A FARMHOUSE, 1.6 FEET NORTHWEST OF A
 BZ0675'WITNESS POST, 0.2 FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A
 BZ0675'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0705 ***********************************************************************
 CR0705  DESIGNATION -  Y 940
 CR0705  PID         -  CR0705
 CR0705  STATE/COUNTY-  TX/VAN ZANDT
 CR0705  USGS QUAD   -  BEN WHEELER (1984)
 CR0705
 CR0705                         *CURRENT SURVEY CONTROL
 CR0705  ___________________________________________________________________
 CR0705* NAD 83(1986)-  32 22 48.     (N)    095 41 33.     (W)     SCALED    
 CR0705* NAVD 88     -       142.068  (meters)     466.10   (feet)  ADJUSTED  
 CR0705  ___________________________________________________________________
 CR0705  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CR0705  DYNAMIC HT  -         141.903 (meters)     465.56  (feet)  COMP
 CR0705  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CR0705
 CR0705  VERT ORDER  -  SECOND    CLASS 0
 CR0705
 CR0705.The horizontal coordinates were scaled from a topographic map and have
 CR0705.an estimated accuracy of +/- 6 seconds.
 CR0705
 CR0705.The orthometric height was determined by differential leveling
 CR0705.and adjusted by the National Geodetic Survey in June 1991..
 CR0705
 CR0705.The geoid height was determined by GEOID03.
 CR0705
 CR0705.The dynamic height is computed by dividing the NAVD 88
 CR0705.geopotential number by the normal gravity value computed on the
 CR0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0705.degrees latitude (g = 980.6199 gals.).
 CR0705
 CR0705.The modeled gravity was interpolated from observed gravity values.
 CR0705
 CR0705;                    North         East    Units  Estimated Accuracy
 CR0705;SPC TXNC     - 2,082,630.      864,140.      MT  (+/- 180 meters Scaled)
 CR0705
 CR0705                          SUPERSEDED SURVEY CONTROL
 CR0705
 CR0705  NGVD 29 (??/??/92)  142.083  (m)          466.15   (f) ADJ UNCH    2 0
 CR0705
 CR0705.Superseded values are not recommended for survey control.
 CR0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0705.See file dsdata.txt to determine how the superseded data were derived.
 CR0705
 CR0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR466857(NAD 83)
 CR0705_MARKER: DB = BENCH MARK DISK
 CR0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0705_STAMPING: Y 940 1948
 CR0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0705+STABILITY: SURFACE MOTION
 CR0705
 CR0705  HISTORY     - Date     Condition        Report By
 CR0705  HISTORY     - 1948     MONUMENTED       CGS
 CR0705  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0705  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0705
 CR0705                          STATION DESCRIPTION
 CR0705
 CR0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0705'6.5 MI SE FROM BEN WHEELER.
 CR0705'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0705'WHEELER, THENCE 2.9 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.1
 CR0705'MILES WEST ALONG A GRADED DIRT ROAD, 0.2 MILE WEST OF SLATER CREEK, AT
 CR0705'A T ROAD JUNCTION, 109.0 FEET EAST OF THE EXTENDED CENTER LINE OF A
 CR0705'ROAD LEADING NORTH, 19.5 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 CR0705'ROAD, 3.8 FEET SOUTH OF A T FENCE CORNER, 1.5 FEET SOUTH OF A
 CR0705'REFERENCE POST, 1.2 FEET WEST OF A NORTH-SOUTH FENCE, SET IN THE TOP
 CR0705'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0705
 CR0705                          STATION RECOVERY (1995)
 CR0705
 CR0705'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0705'MARK NOT FOUND.
 CR0705
 CR0705                          STATION RECOVERY (2004)
 CR0705
 CR0705'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1938 ***********************************************************************
 CS1938  DESIGNATION -  Y 941
 CS1938  PID         -  CS1938
 CS1938  STATE/COUNTY-  TX/TARRANT
 CS1938  USGS QUAD   -  HALTOM CITY (1981)
 CS1938
 CS1938                         *CURRENT SURVEY CONTROL
 CS1938  ___________________________________________________________________
 CS1938* NAD 83(1986)-  32 48 22.     (N)    097 19 31.     (W)     SCALED    
 CS1938* NAVD 88     -       190.265  (meters)     624.23   (feet)  ADJUSTED  
 CS1938  ___________________________________________________________________
 CS1938  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS1938  DYNAMIC HT  -         190.042 (meters)     623.50  (feet)  COMP
 CS1938  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 CS1938
 CS1938  VERT ORDER  -  SECOND    CLASS 0
 CS1938
 CS1938.The horizontal coordinates were scaled from a topographic map and have
 CS1938.an estimated accuracy of +/- 6 seconds.
 CS1938
 CS1938.The orthometric height was determined by differential leveling
 CS1938.and adjusted by the National Geodetic Survey in June 1991..
 CS1938
 CS1938.The geoid height was determined by GEOID03.
 CS1938
 CS1938.The dynamic height is computed by dividing the NAVD 88
 CS1938.geopotential number by the normal gravity value computed on the
 CS1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1938.degrees latitude (g = 980.6199 gals.).
 CS1938
 CS1938.The modeled gravity was interpolated from observed gravity values.
 CS1938
 CS1938;                    North         East    Units  Estimated Accuracy
 CS1938;SPC TXNC     - 2,126,970.      710,010.      MT  (+/- 180 meters Scaled)
 CS1938
 CS1938                          SUPERSEDED SURVEY CONTROL
 CS1938
 CS1938  NGVD 29 (??/??/92)  190.250  (m)          624.18   (f) ADJ UNCH    2 0
 CS1938
 CS1938.Superseded values are not recommended for survey control.
 CS1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1938.See file dsdata.txt to determine how the superseded data were derived.
 CS1938
 CS1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB567310(NAD 83)
 CS1938_MARKER: DB = BENCH MARK DISK
 CS1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1938_STAMPING: Y 941 1946
 CS1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1938+STABILITY: SURFACE MOTION
 CS1938
 CS1938  HISTORY     - Date     Condition        Report By
 CS1938  HISTORY     - 1946     MONUMENTED       CGS
 CS1938  HISTORY     - 1962     GOOD             NGS
 CS1938  HISTORY     - 1965     GOOD             NGS
 CS1938  HISTORY     - 1984     GOOD             NGS
 CS1938  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1938  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 CS1938
 CS1938                          STATION DESCRIPTION
 CS1938
 CS1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1938'5.1 MI NE FROM FORT WORTH.
 CS1938'IT IS AT THE JUNCTION OF THE ST. LOUIS SOUTHWESTERN RAILWAY AND DEEN
 CS1938'ROAD, ABOUT 150 FEET SOUTH OF NE 33RD STREET, 39 FEET WEST OF THE
 CS1938'CENTER OF DEEN ROAD, 32 FEET NORTHWEST OF THE CENTER OF THE MAIN
 CS1938'TRACK, 4 FEET SOUTH OF A TELEPHONE POLE, AND ABOUT LEVEL WITH THE
 CS1938'RAILROAD TRACKS.  A STANDARD DISK SET IN A CONCRETE POST WHICH
 CS1938'PROJECTS ABOUT 4 INCHES.
 CS1938
 CS1938                          STATION RECOVERY (1965)
 CS1938
 CS1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CS1938'RECOVERED IN GOOD CONDITION.
 CS1938
 CS1938                          STATION RECOVERY (1984)
 CS1938
 CS1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1938'RECOVERED IN GOOD CONDITION.
 CS1938
 CS1938                          STATION RECOVERY (1990)
 CS1938
 CS1938'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS1938'MARK NOT FOUND.
 CS1938
 CS1938                          STATION RECOVERY (1996)
 CS1938
 CS1938'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1931 ***********************************************************************
 CS1931  DESIGNATION -  Y 942
 CS1931  PID         -  CS1931
 CS1931  STATE/COUNTY-  TX/TARRANT
 CS1931  USGS QUAD   -  HALTOM CITY (1981)
 CS1931
 CS1931                         *CURRENT SURVEY CONTROL
 CS1931  ___________________________________________________________________
 CS1931* NAD 83(1986)-  32 52 11.     (N)    097 15 46.     (W)     SCALED    
 CS1931* NAVD 88     -       198.071  (meters)     649.84   (feet)  ADJUSTED  
 CS1931  ___________________________________________________________________
 CS1931  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS1931  DYNAMIC HT  -         197.839 (meters)     649.08  (feet)  COMP
 CS1931  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 CS1931
 CS1931  VERT ORDER  -  SECOND    CLASS 0
 CS1931
 CS1931.The horizontal coordinates were scaled from a topographic map and have
 CS1931.an estimated accuracy of +/- 6 seconds.
 CS1931
 CS1931.The orthometric height was determined by differential leveling
 CS1931.and adjusted by the National Geodetic Survey in June 1991..
 CS1931
 CS1931.The geoid height was determined by GEOID03.
 CS1931
 CS1931.The dynamic height is computed by dividing the NAVD 88
 CS1931.geopotential number by the normal gravity value computed on the
 CS1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1931.degrees latitude (g = 980.6199 gals.).
 CS1931
 CS1931.The modeled gravity was interpolated from observed gravity values.
 CS1931
 CS1931;                    North         East    Units  Estimated Accuracy
 CS1931;SPC TXNC     - 2,134,090.      715,780.      MT  (+/- 180 meters Scaled)
 CS1931
 CS1931                          SUPERSEDED SURVEY CONTROL
 CS1931
 CS1931  NGVD 29 (??/??/92)  198.058  (m)          649.80   (f) ADJ UNCH    2 0
 CS1931
 CS1931.Superseded values are not recommended for survey control.
 CS1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1931.See file dsdata.txt to determine how the superseded data were derived.
 CS1931
 CS1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB625381(NAD 83)
 CS1931_MARKER: DB = BENCH MARK DISK
 CS1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1931_STAMPING: Y 942 1946
 CS1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1931+STABILITY: SURFACE MOTION
 CS1931
 CS1931  HISTORY     - Date     Condition        Report By
 CS1931  HISTORY     - 1946     MONUMENTED       CGS
 CS1931  HISTORY     - 1962     GOOD             NGS
 CS1931  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1931  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1931
 CS1931                          STATION DESCRIPTION
 CS1931
 CS1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1931'4.5 MI S FROM KELLER.
 CS1931'ABOUT 4.5 MILES SOUTH ALONG U.S. HIGHWAY 377 FROM THE FIRST BAPTIST
 CS1931'CHURCH AT KELLER, TARRANT COUNTY, BETWEEN THE HIGHWAY AND THE TEXAS
 CS1931'AND PACIFIC RAILWAY, 54 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CS1931'47.5 FEET EAST OF THE CENTERLINE OF THE TRACK, 43.5 FEET NORTHWEST OF
 CS1931'THE WEST HEADWALL OF A CONCRETE CULVERT, 14 FEET NORTHWEST OF A
 CS1931'TELEGRAPH POLE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND 6
 CS1931'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK STAMPED Y 942 1946 AND
 CS1931'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CS1931
 CS1931                          STATION RECOVERY (1990)
 CS1931
 CS1931'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCS)
 CS1931'MARK NOT FOUND.
 CS1931
 CS1931                          STATION RECOVERY (1995)
 CS1931
 CS1931'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1274 ***********************************************************************
 CS1274  DESIGNATION -  Y 943 RESET 1954
 CS1274  PID         -  CS1274
 CS1274  STATE/COUNTY-  TX/DALLAS
 CS1274  USGS QUAD   -  IRVING (1981)
 CS1274
 CS1274                         *CURRENT SURVEY CONTROL
 CS1274  ___________________________________________________________________
 CS1274* NAD 83(1986)-  32 50 12.     (N)    096 59 37.     (W)     SCALED    
 CS1274* NAVD 88     -       166.96   (+/-2cm)     547.8    (feet)  VERTCON   
 CS1274  ___________________________________________________________________
 CS1274  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CS1274
 CS1274  VERT ORDER  -  THIRD (See Below)
 CS1274
 CS1274.The horizontal coordinates were scaled from a topographic map and have
 CS1274.an estimated accuracy of +/- 6 seconds.
 CS1274
 CS1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1274.The vertical order pertains to the NGVD 29 superseded value.
 CS1274
 CS1274.The geoid height was determined by GEOID03.
 CS1274
 CS1274;                    North         East    Units  Estimated Accuracy
 CS1274;SPC TXNC     - 2,130,750.      741,010.      MT  (+/- 180 meters Scaled)
 CS1274
 CS1274                          SUPERSEDED SURVEY CONTROL
 CS1274
 CS1274  NGVD 29 (01/29/03)  166.97   (m)          547.8    (f) RESET       3  
 CS1274
 CS1274.Superseded values are not recommended for survey control.
 CS1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1274.See file dsdata.txt to determine how the superseded data were derived.
 CS1274
 CS1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB877349(NAD 83)
 CS1274_MARKER: DB = BENCH MARK DISK
 CS1274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1274_SP_SET: CURB
 CS1274_STAMPING: Y 943 RESET 1954
 CS1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1274
 CS1274  HISTORY     - Date     Condition        Report By
 CS1274  HISTORY     - 1954     MONUMENTED       CGS
 CS1274
 CS1274                          STATION DESCRIPTION
 CS1274
 CS1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CS1274'6.4 MI N FROM GRAND PRAIRIE.
 CS1274'THIS MARK IS AT THE INTERSECTION OF HIGHWAYS NOS.114 AND 183, 06.4
 CS1274'MILES NORTH OF GRAND PRAIRIE.  IT IS A STANDARD DISK STAMPED Y 943
 CS1274'RESET 1954 AND SET IN THE CURB AT THE NORTHEAST CORNER OF THE PARKWAY
 CS1274'IN THE CENTER OF HIGHWAY NO.114 AND AT THE SOUTH EDGE OF THE WEST
 CS1274'BOUND TRAFFIC LANE OF HIGHWAY NO.183.  IT IS ABOUT 0.1 MILE WEST OF
 CS1274'THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0347 ***********************************************************************
 DN0347  DESIGNATION -  Y 945
 DN0347  PID         -  DN0347
 DN0347  STATE/COUNTY-  TX/DENTON
 DN0347  USGS QUAD   -  LEWISVILLE EAST (1981)
 DN0347
 DN0347                         *CURRENT SURVEY CONTROL
 DN0347  ___________________________________________________________________
 DN0347* NAD 83(1986)-  33 00 10.     (N)    096 59 35.     (W)     SCALED    
 DN0347* NAVD 88     -       163.439  (meters)     536.22   (feet)  ADJUSTED  
 DN0347  ___________________________________________________________________
 DN0347  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DN0347  DYNAMIC HT  -         163.252 (meters)     535.60  (feet)  COMP
 DN0347  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 DN0347
 DN0347  VERT ORDER  -  SECOND    CLASS 0
 DN0347
 DN0347.The horizontal coordinates were scaled from a topographic map and have
 DN0347.an estimated accuracy of +/- 6 seconds.
 DN0347
 DN0347.The orthometric height was determined by differential leveling
 DN0347.and adjusted by the National Geodetic Survey in June 1991..
 DN0347
 DN0347.The geoid height was determined by GEOID03.
 DN0347
 DN0347.The dynamic height is computed by dividing the NAVD 88
 DN0347.geopotential number by the normal gravity value computed on the
 DN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0347.degrees latitude (g = 980.6199 gals.).
 DN0347
 DN0347.The modeled gravity was interpolated from observed gravity values.
 DN0347
 DN0347;                    North         East    Units  Estimated Accuracy
 DN0347;SPC TXNC     - 2,149,170.      740,800.      MT  (+/- 180 meters Scaled)
 DN0347
 DN0347                          SUPERSEDED SURVEY CONTROL
 DN0347
 DN0347  NGVD 29 (??/??/92)  163.426  (m)          536.17   (f) ADJ UNCH    2 0
 DN0347
 DN0347.Superseded values are not recommended for survey control.
 DN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0347.See file dsdata.txt to determine how the superseded data were derived.
 DN0347
 DN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB874533(NAD 83)
 DN0347_MARKER: DB = BENCH MARK DISK
 DN0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0347_SP_SET: CULVERT
 DN0347_STAMPING: Y 945 1946
 DN0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0347
 DN0347  HISTORY     - Date     Condition        Report By
 DN0347  HISTORY     - 1946     MONUMENTED       CGS
 DN0347  HISTORY     - 1960     MARK NOT FOUND   USGS
 DN0347  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 DN0347  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0347
 DN0347                          STATION DESCRIPTION
 DN0347
 DN0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0347'3.1 MI S FROM LEWISVILLE.
 DN0347'TO REACH FROM THE POST OFFICE AT LEWISVILLE GO EAST 0.1 MILE, THENCE
 DN0347'SOUTH 1.0 MILE ALONG U.S. HIGHWAY NO. 77, THENCE SOUTHWEST 2.0 MILES
 DN0347'ALONG STATE HIGHWAY NO. 121 TO SITE OF MARK, BENCH MARK IS ABOUT 150
 DN0347'YARDS NORTH OF A T INTERSECTION, ON TOP OF THE NORTH END OF THE EAST
 DN0347'HEADWALL OF A 4 X 4 FT. CONCRETE CULVERT, 22.0 FEET NORTH OF AND ABOUT
 DN0347'6.0 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY.  A BRONZE DISK
 DN0347'STAMPED Y 945 1946 SET IN A DRILL HOLE IN CONCRETE.  NOTE-- ROAD WORK
 DN0347'IN AREA.
 DN0347
 DN0347                          STATION RECOVERY (1960)
 DN0347
 DN0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN0347'MARK NOT FOUND.
 DN0347
 DN0347                          STATION RECOVERY (1995)
 DN0347
 DN0347'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0347'MARK NOT FOUND.
 DN0347
 DN0347                          STATION RECOVERY (1998)
 DN0347
 DN0347'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0348 ***********************************************************************
 DN0348  DESIGNATION -  Y 945 RESET 1958
 DN0348  PID         -  DN0348
 DN0348  STATE/COUNTY-  TX/DENTON
 DN0348  USGS QUAD   -  LEWISVILLE EAST (1981)
 DN0348
 DN0348                         *CURRENT SURVEY CONTROL
 DN0348  ___________________________________________________________________
 DN0348* NAD 83(1986)-  33 00 10.     (N)    096 59 35.     (W)     SCALED    
 DN0348* NAVD 88     -       165.59   (+/-2cm)     543.3    (feet)  VERTCON   
 DN0348  ___________________________________________________________________
 DN0348  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DN0348
 DN0348  VERT ORDER  -  THIRD (See Below)
 DN0348
 DN0348.The horizontal coordinates were scaled from a topographic map and have
 DN0348.an estimated accuracy of +/- 6 seconds.
 DN0348
 DN0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0348.The vertical order pertains to the NGVD 29 superseded value.
 DN0348
 DN0348.The geoid height was determined by GEOID03.
 DN0348
 DN0348;                    North         East    Units  Estimated Accuracy
 DN0348;SPC TXNC     - 2,149,170.      740,800.      MT  (+/- 180 meters Scaled)
 DN0348
 DN0348                          SUPERSEDED SURVEY CONTROL
 DN0348
 DN0348  NGVD 29 (01/29/03)  165.58   (m)          543.2    (f) RESET       3  
 DN0348
 DN0348.Superseded values are not recommended for survey control.
 DN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0348.See file dsdata.txt to determine how the superseded data were derived.
 DN0348
 DN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB874533(NAD 83)
 DN0348_MARKER: DB = BENCH MARK DISK
 DN0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0348_STAMPING: Y 945 RESET 1958
 DN0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0348+STABILITY: SURFACE MOTION
 DN0348
 DN0348  HISTORY     - Date     Condition        Report By
 DN0348  HISTORY     - 1958     MONUMENTED       CGS
 DN0348  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0348  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0348
 DN0348                          STATION DESCRIPTION
 DN0348
 DN0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DN0348'3.1 MI SW FROM LEWISVILLE.
 DN0348'ABOUT 3.1 MILES SOUTHWEST OF LEWISVILLE, 2.0 MILES SOUTHWEST OF THE
 DN0348'JUNCTION OF U.S. HIGHWAY NO. 77 AND STATE HIGHWAY NO. 121, ALONG THE
 DN0348'EAST SIDE OF NO. 121, AND 7.0 MILES NORTHEAST OF GRAPEVINE.  IT IS
 DN0348'ABOUT 100 YARDS NORTHEAST OF A Y JUNCTION AND 0.1 MILE SOUTHEAST OF A
 DN0348'CROSSROADS, 50 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY AND A
 DN0348'CONCRETE CULVERT, ON THE PASTURE SLOPE ON THE EAST SIDE OF THE DRAW
 DN0348'LEADING FROM THE CULVERT.  A STANDARD DISK STAMPED Y 945 RESET 1958 IN
 DN0348'A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 DN0348
 DN0348                          STATION RECOVERY (1998)
 DN0348
 DN0348'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0348'MARK NOT FOUND.
 DN0348
 DN0348                          STATION RECOVERY (2005)
 DN0348
 DN0348'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0716 ***********************************************************************
 DN0716  DESIGNATION -  Y 946
 DN0716  PID         -  DN0716
 DN0716  STATE/COUNTY-  TX/DENTON
 DN0716  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0716
 DN0716                         *CURRENT SURVEY CONTROL
 DN0716  ___________________________________________________________________
 DN0716* NAD 83(1986)-  33 07 21.     (N)    097 03 30.     (W)     SCALED    
 DN0716* NAVD 88     -       174.910  (meters)     573.85   (feet)  ADJUSTED  
 DN0716  ___________________________________________________________________
 DN0716  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN0716  DYNAMIC HT  -         174.711 (meters)     573.20  (feet)  COMP
 DN0716  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 DN0716
 DN0716  VERT ORDER  -  SECOND    CLASS 0
 DN0716
 DN0716.The horizontal coordinates were scaled from a topographic map and have
 DN0716.an estimated accuracy of +/- 6 seconds.
 DN0716
 DN0716.The orthometric height was determined by differential leveling
 DN0716.and adjusted by the National Geodetic Survey in June 1991..
 DN0716
 DN0716.The geoid height was determined by GEOID03.
 DN0716
 DN0716.The dynamic height is computed by dividing the NAVD 88
 DN0716.geopotential number by the normal gravity value computed on the
 DN0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0716.degrees latitude (g = 980.6199 gals.).
 DN0716
 DN0716.The modeled gravity was interpolated from observed gravity values.
 DN0716
 DN0716;                    North         East    Units  Estimated Accuracy
 DN0716;SPC TXNC     - 2,162,360.      734,520.      MT  (+/- 180 meters Scaled)
 DN0716
 DN0716                          SUPERSEDED SURVEY CONTROL
 DN0716
 DN0716  NGVD 29 (??/??/92)  174.900  (m)          573.82   (f) ADJ UNCH    2 0
 DN0716
 DN0716.Superseded values are not recommended for survey control.
 DN0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0716.See file dsdata.txt to determine how the superseded data were derived.
 DN0716
 DN0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB811665(NAD 83)
 DN0716_MARKER: DB = BENCH MARK DISK
 DN0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0716_STAMPING: Y 946 1946
 DN0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0716+STABILITY: SURFACE MOTION
 DN0716
 DN0716  HISTORY     - Date     Condition        Report By
 DN0716  HISTORY     - 1946     MONUMENTED       CGS
 DN0716  HISTORY     - 1959     GOOD             NGS
 DN0716  HISTORY     - 19950630 POOR             USPSQD
 DN0716  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0716
 DN0716                          STATION DESCRIPTION
 DN0716
 DN0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0716'2.0 MI W FROM LAKE DALLAS.
 DN0716'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 77 FROM THE
 DN0716'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT LAKE DALLAS, THENCE
 DN0716'1.6 MILES WEST ALONG A GRADED DIRT ROAD, AT THE T-JUNCTION OF A
 DN0716'NORTH-AND-SOUTH GRADED DIRT ROAD, 51 FEET EAST OF THE CENTERLINE OF
 DN0716'THE NORTH-AND-SOUTH ROAD, 40 FEET SOUTH OF THE CENTERLINE OF THE
 DN0716'EAST-AND-WEST ROAD, 1 FOOT NORTHWEST OF A FENCE, 1 FOOT SOUTHWEST OF A
 DN0716'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE NORTH-AND-SOUTH ROAD. A
 DN0716'STANDARD DISK, STAMPED Y 946 1946 AND SET IN THE TOP OF A CONCRETE
 DN0716'POST PROJECTING 4 INCHES ABOVE GROUND.
 DN0716
 DN0716                          STATION RECOVERY (1995)
 DN0716
 DN0716'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0716'MARK RECOVERED IN POOR CONDITION.
 DN0716
 DN0716                          STATION RECOVERY (2005)
 DN0716
 DN0716'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0323 ***********************************************************************
 DN0323  DESIGNATION -  Y 948
 DN0323  PID         -  DN0323
 DN0323  STATE/COUNTY-  TX/DENTON
 DN0323  USGS QUAD   -  LITTLE ELM (1968)
 DN0323
 DN0323                         *CURRENT SURVEY CONTROL
 DN0323  ___________________________________________________________________
 DN0323* NAD 83(1986)-  33 13 58.     (N)    096 57 12.     (W)     SCALED    
 DN0323* NAVD 88     -       167.740  (meters)     550.33   (feet)  ADJUSTED  
 DN0323  ___________________________________________________________________
 DN0323  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DN0323  DYNAMIC HT  -         167.556 (meters)     549.72  (feet)  COMP
 DN0323  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 DN0323
 DN0323  VERT ORDER  -  SECOND    CLASS 0
 DN0323
 DN0323.The horizontal coordinates were scaled from a topographic map and have
 DN0323.an estimated accuracy of +/- 6 seconds.
 DN0323
 DN0323.The orthometric height was determined by differential leveling
 DN0323.and adjusted by the National Geodetic Survey in June 1991..
 DN0323
 DN0323.The geoid height was determined by GEOID03.
 DN0323
 DN0323.The dynamic height is computed by dividing the NAVD 88
 DN0323.geopotential number by the normal gravity value computed on the
 DN0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0323.degrees latitude (g = 980.6199 gals.).
 DN0323
 DN0323.The modeled gravity was interpolated from observed gravity values.
 DN0323
 DN0323;                    North         East    Units  Estimated Accuracy
 DN0323;SPC TXNC     - 2,174,730.      744,140.      MT  (+/- 180 meters Scaled)
 DN0323
 DN0323                          SUPERSEDED SURVEY CONTROL
 DN0323
 DN0323  NGVD 29 (??/??/92)  167.746  (m)          550.35   (f) ADJ UNCH    2 0
 DN0323
 DN0323.Superseded values are not recommended for survey control.
 DN0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0323.See file dsdata.txt to determine how the superseded data were derived.
 DN0323
 DN0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB907789(NAD 83)
 DN0323_MARKER: DB = BENCH MARK DISK
 DN0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0323_STAMPING: Y 948 1946
 DN0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0323+STABILITY: SURFACE MOTION
 DN0323
 DN0323  HISTORY     - Date     Condition        Report By
 DN0323  HISTORY     - 1946     MONUMENTED       CGS
 DN0323  HISTORY     - 19950707 GOOD             USPSQD
 DN0323  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0323  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0323
 DN0323                          STATION DESCRIPTION
 DN0323
 DN0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0323'8.9 MI W FROM PROSPER.
 DN0323'ABOUT 0.2 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0323'RAILROAD FROM THE STATION AT PROSPER, THENCE WEST 8.7 MILES ALONG A
 DN0323'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 50 YARDS
 DN0323'NORTH-NORTHEAST OF A FARMHOUSE, 25.0 FEET SOUTH OF AND ABOUT LEVEL
 DN0323'WITH THE CENTER LINE OF THE ROAD, 17.0 FEET WEST OF THE CENTER LINE OF
 DN0323'THE FARMHOUSE DRIVE, 5.0 FEET NORTHWEST OF THE NORTHWEST END OF A
 DN0323'BOARD GATE AND 1.0 FOOT WEST OF A 4 X 4 MARKER POST.  A BRONZE DISK
 DN0323'STAMPED Y 948 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 DN0323'INCHES ABOVE GROUND.
 DN0323
 DN0323                          STATION RECOVERY (1995)
 DN0323
 DN0323'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0323'RECOVERED IN GOOD CONDITION.
 DN0323
 DN0323                          STATION RECOVERY (1998)
 DN0323
 DN0323'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0323'MARK NOT FOUND.
 DN0323
 DN0323                          STATION RECOVERY (2005)
 DN0323
 DN0323'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0697 ***********************************************************************
 DN0697  DESIGNATION -  Y 949
 DN0697  PID         -  DN0697
 DN0697  STATE/COUNTY-  TX/DENTON
 DN0697  USGS QUAD   -  DENTON WEST (1960)
 DN0697
 DN0697                         *CURRENT SURVEY CONTROL
 DN0697  ___________________________________________________________________
 DN0697* NAD 83(1986)-  33 12 15.     (N)    097 08 06.     (W)     SCALED    
 DN0697* NAVD 88     -       199.748  (meters)     655.34   (feet)  ADJUSTED  
 DN0697  ___________________________________________________________________
 DN0697  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DN0697  DYNAMIC HT  -         199.523 (meters)     654.60  (feet)  COMP
 DN0697  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 DN0697
 DN0697  VERT ORDER  -  SECOND    CLASS 0
 DN0697
 DN0697.The horizontal coordinates were scaled from a topographic map and have
 DN0697.an estimated accuracy of +/- 6 seconds.
 DN0697
 DN0697.The orthometric height was determined by differential leveling
 DN0697.and adjusted by the National Geodetic Survey in June 1991..
 DN0697
 DN0697.The geoid height was determined by GEOID03.
 DN0697
 DN0697.The dynamic height is computed by dividing the NAVD 88
 DN0697.geopotential number by the normal gravity value computed on the
 DN0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0697.degrees latitude (g = 980.6199 gals.).
 DN0697
 DN0697.The modeled gravity was interpolated from observed gravity values.
 DN0697
 DN0697;                    North         East    Units  Estimated Accuracy
 DN0697;SPC TXNC     - 2,171,320.      727,250.      MT  (+/- 180 meters Scaled)
 DN0697
 DN0697                          SUPERSEDED SURVEY CONTROL
 DN0697
 DN0697  NGVD 29 (??/??/92)  199.728  (m)          655.27   (f) ADJ UNCH    2 0
 DN0697
 DN0697.Superseded values are not recommended for survey control.
 DN0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0697.See file dsdata.txt to determine how the superseded data were derived.
 DN0697
 DN0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB738754(NAD 83)
 DN0697_MARKER: DB = BENCH MARK DISK
 DN0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0697_SP_SET: CULVERT
 DN0697_STAMPING: Y 949 1946
 DN0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0697+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0697
 DN0697  HISTORY     - Date     Condition        Report By
 DN0697  HISTORY     - 1946     MONUMENTED       CGS
 DN0697  HISTORY     - 1960     GOOD             NGS
 DN0697  HISTORY     - 1980     MARK NOT FOUND   NGS
 DN0697  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0697  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0697  HISTORY     - 20051031 GOOD             BOHAN
 DN0697
 DN0697                          STATION DESCRIPTION
 DN0697
 DN0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0697'IN DENTON.
 DN0697'0.8 MILE SOUTH ALONG U.S. HIGHWAY 377 FROM THE COUNTY COURTHOUSE AT
 DN0697'DENTON, DENTON COUNTY, IN THE SOUTHERN PART OF THE CITY, AT A 4- BY
 DN0697'8-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE EAST
 DN0697'HEADWALL, 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 DN0697'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 949 1946.
 DN0697
 DN0697                          STATION RECOVERY (1980)
 DN0697
 DN0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0697'MARK NOT FOUND.
 DN0697
 DN0697                          STATION RECOVERY (1995)
 DN0697
 DN0697'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0697'MARK NOT FOUND.
 DN0697
 DN0697                          STATION RECOVERY (1998)
 DN0697
 DN0697'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0697'MARK NOT FOUND.
 DN0697
 DN0697                          STATION RECOVERY (2005)
 DN0697
 DN0697'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0429 ***********************************************************************
 CR0429  DESIGNATION -  Y 95
 CR0429  PID         -  CR0429
 CR0429  STATE/COUNTY-  TX/SMITH
 CR0429  USGS QUAD   -  TYLER SOUTH (1973)
 CR0429
 CR0429                         *CURRENT SURVEY CONTROL
 CR0429  ___________________________________________________________________
 CR0429* NAD 83(1986)-  32 20 49.     (N)    095 18 08.     (W)     SCALED    
 CR0429* NAVD 88     -       167.376  (meters)     549.13   (feet)  ADJUSTED  
 CR0429  ___________________________________________________________________
 CR0429  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0429  DYNAMIC HT  -         167.179 (meters)     548.49  (feet)  COMP
 CR0429  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 CR0429
 CR0429  VERT ORDER  -  FIRST     CLASS II
 CR0429
 CR0429.The horizontal coordinates were scaled from a topographic map and have
 CR0429.an estimated accuracy of +/- 6 seconds.
 CR0429
 CR0429.The orthometric height was determined by differential leveling
 CR0429.and adjusted by the National Geodetic Survey in June 1991..
 CR0429
 CR0429.The geoid height was determined by GEOID03.
 CR0429
 CR0429.The dynamic height is computed by dividing the NAVD 88
 CR0429.geopotential number by the normal gravity value computed on the
 CR0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0429.degrees latitude (g = 980.6199 gals.).
 CR0429
 CR0429.The modeled gravity was interpolated from observed gravity values.
 CR0429
 CR0429;                    North         East    Units  Estimated Accuracy
 CR0429;SPC TXNC     - 2,080,020.      900,960.      MT  (+/- 180 meters Scaled)
 CR0429
 CR0429                          SUPERSEDED SURVEY CONTROL
 CR0429
 CR0429  NGVD 29 (??/??/92)  167.398  (m)          549.20   (f) ADJ UNCH    1 2
 CR0429
 CR0429.Superseded values are not recommended for survey control.
 CR0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0429.See file dsdata.txt to determine how the superseded data were derived.
 CR0429
 CR0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR833812(NAD 83)
 CR0429_MARKER: DB = BENCH MARK DISK
 CR0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0429_SP_SET: BUILDING
 CR0429_STAMPING: Y 95 1933 549.021
 CR0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0429
 CR0429  HISTORY     - Date     Condition        Report By
 CR0429  HISTORY     - 1933     MONUMENTED       CGS
 CR0429  HISTORY     - 1959     GOOD             NGS
 CR0429  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0429  HISTORY     - 20040216 MARK NOT FOUND   USPSQD
 CR0429
 CR0429                          STATION DESCRIPTION
 CR0429
 CR0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0429'1.15 MI S FROM TYLER.
 CR0429'ABOUT 0.4 MILE SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0429'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER TO THE NORTH BONNER
 CR0429'AVENUE UNDERPASS, THENCE ABOUT 0.5 MILE SOUTH ALONG SOUTH BONNER
 CR0429'AVENUE, THENCE ABOUT 0.25 MILE EAST ALONG WEST FRONT STREET TO THE
 CR0429'HIGH SCHOOL BUILDING, 66 FEET NORTH OF THE NORTH CURB OF WEST FRONT
 CR0429'STREET, 91 FEET EAST OF THE EAST CURB OF SOUTH BOIS DARC AVENUE, SET
 CR0429'VERTICALLY IN THE SOUTH FACE OF THE BUILDING 2.7 FEET EAST OF THE
 CR0429'SOUTHWEST CORNER, AND ABOUT 3 1/2 FEET ABOVE THE GROUND.
 CR0429
 CR0429                          STATION RECOVERY (1996)
 CR0429
 CR0429'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0429'MARK NOT FOUND.
 CR0429
 CR0429                          STATION RECOVERY (2004)
 CR0429
 CR0429'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0429'SCHOOL HAS BEEN REMOVED AND NOW A PARKING LOT EXISTS IN THIS AREA FOR
 CR0429'THE CALDWELL SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0962 ***********************************************************************
 CS0962  DESIGNATION -  Y 950
 CS0962  PID         -  CS0962
 CS0962  STATE/COUNTY-  TX/NAVARRO
 CS0962  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0962
 CS0962                         *CURRENT SURVEY CONTROL
 CS0962  ___________________________________________________________________
 CS0962* NAD 83(1993)-  32 00 27.20685(N)    096 42 52.13448(W)     ADJUSTED  
 CS0962* NAVD 88     -       158.863  (meters)     521.20   (feet)  ADJUSTED  
 CS0962  ___________________________________________________________________
 CS0962  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CS0962  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CS0962  DYNAMIC HT  -         158.676 (meters)     520.59  (feet)  COMP
 CS0962  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 CS0962
 CS0962  HORZ ORDER  -  SECOND
 CS0962  VERT ORDER  -  SECOND    CLASS 0
 CS0962
 CS0962.The horizontal coordinates were established by classical geodetic methods
 CS0962.and adjusted by the National Geodetic Survey in February 1996..
 CS0962
 CS0962.The orthometric height was determined by differential leveling
 CS0962.and adjusted by the National Geodetic Survey in June 1991..
 CS0962
 CS0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0962
 CS0962.The geoid height was determined by GEOID03.
 CS0962
 CS0962.The dynamic height is computed by dividing the NAVD 88
 CS0962.geopotential number by the normal gravity value computed on the
 CS0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0962.degrees latitude (g = 980.6199 gals.).
 CS0962
 CS0962.The modeled gravity was interpolated from observed gravity values.
 CS0962
 CS0962;                    North         East     Units Scale Factor Converg.
 CS0962;SPC TXNC     - 2,039,236.671   768,703.539   MT  1.00003721   +0 58 25.7
 CS0962;SPC TXNC     - 6,690,395.64  2,521,988.19   sFT  1.00003721   +0 58 25.7
 CS0962;UTM  14      - 3,543,556.359   715,886.976   MT  1.00017482   +1 12 42.7
 CS0962
 CS0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0962!SPC TXNC     -   0.99997912  x   1.00003721  =   1.00001633
 CS0962!UTM  14      -   0.99997912  x   1.00017482  =   1.00015393
 CS0962
 CS0962                          SUPERSEDED SURVEY CONTROL
 CS0962
 CS0962  NAD 83(1986)-  32 00 27.21568(N)    096 42 52.11453(W) AD(       ) 2
 CS0962  NAD 27      -  32 00 26.65700(N)    096 42 51.14700(W) AD(       ) 2
 CS0962  NGVD 29 (??/??/92)  158.840  (m)          521.13   (f) ADJ UNCH    2 0
 CS0962
 CS0962.Superseded values are not recommended for survey control.
 CS0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0962.See file dsdata.txt to determine how the superseded data were derived.
 CS0962
 CS0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1588743556(NAD 83)
 CS0962_MARKER: DB = BENCH MARK DISK
 CS0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0962_STAMPING: Y 950 1946
 CS0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0962+STABILITY: SURFACE MOTION
 CS0962
 CS0962  HISTORY     - Date     Condition        Report By
 CS0962  HISTORY     - 1946     MONUMENTED       CGS
 CS0962  HISTORY     - 1948     GOOD             CGS
 CS0962  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0962  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0962
 CS0962                          STATION DESCRIPTION
 CS0962
 CS0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0962'2.9 MI W FROM DRESDEN.
 CS0962'TO REACH FROM THE HOLLINGSWORTH GROCERY STORE AT DRESDEN GO WESTERLY
 CS0962'2.2 MILES ALONG A GRADED DIRT ROAD, THENCE NORTH 0.1 MILE ALONG A
 CS0962'GRADED DIRT ROAD, THENCE WEST 0.6 MILE ALONG A GRADED DIRT ROAD TO
 CS0962'SITE OF MARK, BENCH MARK IS ABOUT 0.2 MILE EAST OF A FARMHOUSE, 33.0
 CS0962'FEET NORTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 CS0962'ROAD, 5.0 FEET WEST OF A REA POWER POLE, 1.0 FOOT NORTH OF A FENCE AND
 CS0962'1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED Y 950
 CS0962'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 CS0962'GROUND.
 CS0962
 CS0962                          STATION RECOVERY (1948)
 CS0962
 CS0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS0962'STATION IS LOCATED ABOUT 8 MILES NORTH OF DAWSON, AND 6 MILES
 CS0962'SOUTH OF BLOOMING GROVE AND ALONG THE NORTH SIDE OF A FARM
 CS0962'ROAD.  IT IS 33 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 CS0962'THE ROAD, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 1-1/2 FEET
 CS0962'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 CS0962'FENCE LINE.  THE MARK IS AN 8 BY 8 INCH CONCRETE POST, THAT
 CS0962'PROJECTS 3 INCHES, WITH A STANDARD USC AND GS BM DISK IN THE
 CS0962'TOP AND CENTER WHICH IS STAMPED Y 950 1936.  A TRAVERSE
 CS0962'CONNECTION WAS MADE TO TRIANGULATION STATION RALEIGH, WHICH IS
 CS0962'WEST OF THE STATION AND THE DISTANCE IS AS FOLLOWS--543.636 M.
 CS0962'1783.58 FT.
 CS0962'
 CS0962'STATION WAS REACHED FROM THE INTERSECTION OF MAIN STREET AND
 CS0962'STATE ROUTE NO. 22 BY GOING SOUTH ON MAIN STREET FOR 0.6 MILES
 CS0962'TO THE END OF MAIN STREET.  TURN LEFT AND GO EAST AND SOUTH
 CS0962'FOR 0.5 MILE TO A T-INTERSECTION AND A SMALL STORE.  TURN
 CS0962'RIGHT AND FOLLOW MAIN TRAVELLED ROAD FOR 2.2 MILE TO A
 CS0962'T-INTERSECTION. THENCE RIGHT AND GO 0.8 MILE TO THE MARK ON THE RIGHT
 CS0962'AS DESCRIBED ABOVE.
 CS0962
 CS0962                          STATION RECOVERY (1965)
 CS0962
 CS0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0962'MARK NOT FOUND.
 CS0962
 CS0962                          STATION RECOVERY (2002)
 CS0962
 CS0962'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 CS0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0858 ***********************************************************************
 CS0858  DESIGNATION -  Y 951
 CS0858  PID         -  CS0858
 CS0858  STATE/COUNTY-  TX/NAVARRO
 CS0858  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0858
 CS0858                         *CURRENT SURVEY CONTROL
 CS0858  ___________________________________________________________________
 CS0858* NAD 83(1986)-  32 05 20.     (N)    096 42 38.     (W)     SCALED    
 CS0858* NAVD 88     -       178.421  (meters)     585.37   (feet)  ADJUSTED  
 CS0858  ___________________________________________________________________
 CS0858  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CS0858  DYNAMIC HT  -         178.212 (meters)     584.68  (feet)  COMP
 CS0858  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 CS0858
 CS0858  VERT ORDER  -  SECOND    CLASS 0
 CS0858
 CS0858.The horizontal coordinates were scaled from a topographic map and have
 CS0858.an estimated accuracy of +/- 6 seconds.
 CS0858
 CS0858.The orthometric height was determined by differential leveling
 CS0858.and adjusted by the National Geodetic Survey in June 1991..
 CS0858
 CS0858.The geoid height was determined by GEOID03.
 CS0858
 CS0858.The dynamic height is computed by dividing the NAVD 88
 CS0858.geopotential number by the normal gravity value computed on the
 CS0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0858.degrees latitude (g = 980.6199 gals.).
 CS0858
 CS0858.The modeled gravity was interpolated from observed gravity values.
 CS0858
 CS0858;                    North         East    Units  Estimated Accuracy
 CS0858;SPC TXNC     - 2,048,260.      768,920.      MT  (+/- 180 meters Scaled)
 CS0858
 CS0858                          SUPERSEDED SURVEY CONTROL
 CS0858
 CS0858  NGVD 29 (??/??/92)  178.404  (m)          585.31   (f) ADJ UNCH    2 0
 CS0858
 CS0858.Superseded values are not recommended for survey control.
 CS0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0858.See file dsdata.txt to determine how the superseded data were derived.
 CS0858
 CS0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA160525(NAD 83)
 CS0858_MARKER: DB = BENCH MARK DISK
 CS0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0858_STAMPING: Y 951 1946
 CS0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0858+STABILITY: SURFACE MOTION
 CS0858
 CS0858  HISTORY     - Date     Condition        Report By
 CS0858  HISTORY     - 1946     MONUMENTED       CGS
 CS0858  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0858
 CS0858                          STATION DESCRIPTION
 CS0858
 CS0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0858'IN BLOOMING GROVE.
 CS0858'AT BLOOMING GROVE, 1 BLOCK EAST AND ABOUT 0.3 MILE SOUTH OF THE POST
 CS0858'OFFICE, 39.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 CS0858'ROAD, 143.0 FEET SOUTH OF THE CENTER LINE OF A STREET LEADING WEST,
 CS0858'28.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STORM CELLAR, 1.0
 CS0858'FOOT NORTH OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED Y
 CS0858'951 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 CS0858'GROUND.
 CS0858
 CS0858                          STATION RECOVERY (2002)
 CS0858
 CS0858'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 CS0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0883 ***********************************************************************
 CS0883  DESIGNATION -  Y 952 RESET 1970
 CS0883  PID         -  CS0883
 CS0883  STATE/COUNTY-  TX/ELLIS
 CS0883  USGS QUAD   -  ENNIS WEST (1978)
 CS0883
 CS0883                         *CURRENT SURVEY CONTROL
 CS0883  ___________________________________________________________________
 CS0883* NAD 83(1986)-  32 18 28.     (N)    096 37 41.     (W)     SCALED    
 CS0883* NAVD 88     -       154.81   (+/-2cm)     507.9    (feet)  VERTCON   
 CS0883  ___________________________________________________________________
 CS0883  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CS0883
 CS0883  VERT ORDER  -  THIRD (See Below)
 CS0883
 CS0883.The horizontal coordinates were scaled from a topographic map and have
 CS0883.an estimated accuracy of +/- 6 seconds.
 CS0883
 CS0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0883.The vertical order pertains to the NGVD 29 superseded value.
 CS0883
 CS0883.The geoid height was determined by GEOID03.
 CS0883
 CS0883;                    North         East    Units  Estimated Accuracy
 CS0883;SPC TXNC     - 2,072,670.      776,280.      MT  (+/- 180 meters Scaled)
 CS0883
 CS0883                          SUPERSEDED SURVEY CONTROL
 CS0883
 CS0883  NGVD 29 (01/29/03)  154.81   (m)          507.9    (f) RESET       3  
 CS0883
 CS0883.Superseded values are not recommended for survey control.
 CS0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0883.See file dsdata.txt to determine how the superseded data were derived.
 CS0883
 CS0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA233770(NAD 83)
 CS0883_MARKER: DB = BENCH MARK DISK
 CS0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0883_STAMPING: Y 952 RESET 1970
 CS0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0883+STABILITY: SURFACE MOTION
 CS0883
 CS0883  HISTORY     - Date     Condition        Report By
 CS0883  HISTORY     - 1970     MONUMENTED       NGS
 CS0883  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0883
 CS0883                          STATION DESCRIPTION
 CS0883
 CS0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CS0883'1.5 MI S FROM ENNIS.
 CS0883'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 CS0883'STATE HIGHWAY 34 AND U.S. HIGHWAY 287 IN ENNIS TO SITE OF BENCH MARK,
 CS0883'60 FEET NORTHEAST OF THE CENTER LINE OF A BLACK-TOP ROAD, 41 FEET EAST
 CS0883'OF A POWER LINE POLE WITH TRANSFORMER, 75 FEET WEST OF AN UNDER GROUND
 CS0883'TELEPHONE CABLE MARKER, ABOUT 25 YARDS NORTHWEST OF THE NEW HIGHWAY
 CS0883'RIGHT-OF-WAY, AND 1 FOOT EAST OF A METAL WITNESS POST.  A C AND GS
 CS0883'BENCH MARK DISK SET IN A 10 IN. X 10. IN. CONCRETE POST WHICH PROJECTS
 CS0883'4 INCHES ABOVE GROUND.
 CS0883
 CS0883                          STATION RECOVERY (2002)
 CS0883
 CS0883'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0916 ***********************************************************************
 CS0916  DESIGNATION -  Y 953
 CS0916  PID         -  CS0916
 CS0916  STATE/COUNTY-  TX/NAVARRO
 CS0916  USGS QUAD   -  CORBET (1978)
 CS0916
 CS0916                         *CURRENT SURVEY CONTROL
 CS0916  ___________________________________________________________________
 CS0916* NAD 83(1986)-  32 05 20.     (N)    096 31 53.     (W)     SCALED    
 CS0916* NAVD 88     -       143.105  (meters)     469.50   (feet)  ADJUSTED  
 CS0916  ___________________________________________________________________
 CS0916  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CS0916  DYNAMIC HT  -         142.939 (meters)     468.96  (feet)  COMP
 CS0916  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 CS0916
 CS0916  VERT ORDER  -  SECOND    CLASS 0
 CS0916
 CS0916.The horizontal coordinates were scaled from a topographic map and have
 CS0916.an estimated accuracy of +/- 6 seconds.
 CS0916
 CS0916.The orthometric height was determined by differential leveling
 CS0916.and adjusted by the National Geodetic Survey in June 1991..
 CS0916
 CS0916.The geoid height was determined by GEOID03.
 CS0916
 CS0916.The dynamic height is computed by dividing the NAVD 88
 CS0916.geopotential number by the normal gravity value computed on the
 CS0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0916.degrees latitude (g = 980.6199 gals.).
 CS0916
 CS0916.The modeled gravity was interpolated from observed gravity values.
 CS0916
 CS0916;                    North         East    Units  Estimated Accuracy
 CS0916;SPC TXNC     - 2,048,560.      785,830.      MT  (+/- 180 meters Scaled)
 CS0916
 CS0916                          SUPERSEDED SURVEY CONTROL
 CS0916
 CS0916  NGVD 29 (??/??/92)  143.094  (m)          469.47   (f) ADJ UNCH    2 0
 CS0916
 CS0916.Superseded values are not recommended for survey control.
 CS0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0916.See file dsdata.txt to determine how the superseded data were derived.
 CS0916
 CS0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA329529(NAD 83)
 CS0916_MARKER: DB = BENCH MARK DISK
 CS0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0916_SP_SET: CULVERT
 CS0916_STAMPING: Y 953 1946
 CS0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0916
 CS0916  HISTORY     - Date     Condition        Report By
 CS0916  HISTORY     - 1946     MONUMENTED       CGS
 CS0916  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0916
 CS0916                          STATION DESCRIPTION
 CS0916
 CS0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0916'3.7 MI W FROM CORSICANA.
 CS0916'TO REACH FROM THE COUNTY COURT HOUSE AT CORSICANA GO WEST 2 BLOCKS
 CS0916'ALONG 2ND AVENUE WEST, THENCE WESTERLY 3.7 MILES ALONG STATE HIGHWAY
 CS0916'NO. 22 TO SITE OF MARK, BENCH MARK IS 18.0 FEET SOUTH OF AND ABOUT
 CS0916'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE EAST END OF
 CS0916'THE SOUTH HEADWALL OF A 4 X 4 FT. CONCRETE CULVERT.  A BRONZE DISK
 CS0916'STAMPED Y 953 1946 SET IN A DRILL HOLE IN CONCRETE.
 CS0916
 CS0916                          STATION RECOVERY (2002)
 CS0916
 CS0916'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CS0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0575 ***********************************************************************
 CS0575  DESIGNATION -  Y 954
 CS0575  PID         -  CS0575
 CS0575  STATE/COUNTY-  TX/NAVARRO
 CS0575  USGS QUAD   -  CORSICANA (1978)
 CS0575
 CS0575                         *CURRENT SURVEY CONTROL
 CS0575  ___________________________________________________________________
 CS0575* NAD 83(1986)-  32 07 14.     (N)    096 28 49.     (W)     SCALED    
 CS0575* NAVD 88     -       138.542  (meters)     454.53   (feet)  ADJUSTED  
 CS0575  ___________________________________________________________________
 CS0575  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CS0575  DYNAMIC HT  -         138.381 (meters)     454.00  (feet)  COMP
 CS0575  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 CS0575
 CS0575  VERT ORDER  -  SECOND    CLASS 0
 CS0575
 CS0575.The horizontal coordinates were scaled from a topographic map and have
 CS0575.an estimated accuracy of +/- 6 seconds.
 CS0575
 CS0575.The orthometric height was determined by differential leveling
 CS0575.and adjusted by the National Geodetic Survey in June 1991..
 CS0575
 CS0575.The geoid height was determined by GEOID03.
 CS0575
 CS0575.The dynamic height is computed by dividing the NAVD 88
 CS0575.geopotential number by the normal gravity value computed on the
 CS0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0575.degrees latitude (g = 980.6199 gals.).
 CS0575
 CS0575.The modeled gravity was interpolated from observed gravity values.
 CS0575
 CS0575;                    North         East    Units  Estimated Accuracy
 CS0575;SPC TXNC     - 2,052,170.      790,590.      MT  (+/- 180 meters Scaled)
 CS0575
 CS0575                          SUPERSEDED SURVEY CONTROL
 CS0575
 CS0575  NGVD 29 (??/??/92)  138.539  (m)          454.52   (f) ADJ UNCH    2 0
 CS0575
 CS0575.Superseded values are not recommended for survey control.
 CS0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0575.See file dsdata.txt to determine how the superseded data were derived.
 CS0575
 CS0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA377565(NAD 83)
 CS0575_MARKER: DB = BENCH MARK DISK
 CS0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0575_STAMPING: Y 954 1946
 CS0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0575+STABILITY: SURFACE MOTION
 CS0575
 CS0575  HISTORY     - Date     Condition        Report By
 CS0575  HISTORY     - 1946     MONUMENTED       CGS
 CS0575  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0575
 CS0575                          STATION DESCRIPTION
 CS0575
 CS0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0575'1.8 MI NW FROM CORSICANA.
 CS0575'TO REACH FROM THE COUNTY COURT HOUSE AT CORSICANA GO EAST 2 BLOCKS
 CS0575'ALONG 2ND AVENUE WEST, THENCE NORTHWESTERLY 1.8 MILES ALONG A PAVED
 CS0575'ROAD TO SITE OF MARK, BENCH MARK IS AT THE SOUTH CORNER OF THE ZION
 CS0575'REST SCHOOL YARD, 61.0 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE
 CS0575'CENTER LINE OF THE ROAD, 64.6 FEET NORTHWEST OF THE NORTHWEST CORNER
 CS0575'OF A SMALL FRAME HOUSE, 9.0 FEET NORTHWEST OF A TEN INCH OAK TREE AND
 CS0575'1.0 FOOT NORTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 CS0575'Y 954 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 CS0575'ABOVE GROUND.
 CS0575
 CS0575                          STATION RECOVERY (1965)
 CS0575
 CS0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0825 ***********************************************************************
 CS0825  DESIGNATION -  Y 955
 CS0825  PID         -  CS0825
 CS0825  STATE/COUNTY-  TX/ELLIS
 CS0825  USGS QUAD   -  EMHOUSE (1978)
 CS0825
 CS0825                         *CURRENT SURVEY CONTROL
 CS0825  ___________________________________________________________________
 CS0825* NAD 83(1986)-  32 13 28.     (N)    096 37 18.     (W)     SCALED    
 CS0825* NAVD 88     -       117.623  (meters)     385.90   (feet)  ADJUSTED  
 CS0825  ___________________________________________________________________
 CS0825  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CS0825  DYNAMIC HT  -         117.486 (meters)     385.45  (feet)  COMP
 CS0825  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 CS0825
 CS0825  VERT ORDER  -  SECOND    CLASS 0
 CS0825
 CS0825.The horizontal coordinates were scaled from a topographic map and have
 CS0825.an estimated accuracy of +/- 6 seconds.
 CS0825
 CS0825.The orthometric height was determined by differential leveling
 CS0825.and adjusted by the National Geodetic Survey in June 1991..
 CS0825
 CS0825.The geoid height was determined by GEOID03.
 CS0825
 CS0825.The dynamic height is computed by dividing the NAVD 88
 CS0825.geopotential number by the normal gravity value computed on the
 CS0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0825.degrees latitude (g = 980.6199 gals.).
 CS0825
 CS0825.The modeled gravity was interpolated from observed gravity values.
 CS0825
 CS0825;                    North         East    Units  Estimated Accuracy
 CS0825;SPC TXNC     - 2,063,440.      777,040.      MT  (+/- 180 meters Scaled)
 CS0825
 CS0825                          SUPERSEDED SURVEY CONTROL
 CS0825
 CS0825  NGVD 29 (??/??/92)  117.621  (m)          385.89   (f) ADJ UNCH    2 0
 CS0825
 CS0825.Superseded values are not recommended for survey control.
 CS0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0825.See file dsdata.txt to determine how the superseded data were derived.
 CS0825
 CS0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA241677(NAD 83)
 CS0825_MARKER: DB = BENCH MARK DISK
 CS0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0825_STAMPING: Y 955 1946
 CS0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0825+STABILITY: SURFACE MOTION
 CS0825
 CS0825  HISTORY     - Date     Condition        Report By
 CS0825  HISTORY     - 1946     MONUMENTED       CGS
 CS0825
 CS0825                          STATION DESCRIPTION
 CS0825
 CS0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0825'5.1 MI NW FROM EMHOUSE.
 CS0825'ABOUT 5.1 MILES NORTHWEST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0825'FROM THE STATION AT EMHOUSE, ABOUT 5.4 MILES SOUTHEAST OF BARDWELL, AT
 CS0825'ONION CREEK SIDING, 31.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT LOWER
 CS0825'THAN THE CENTER LINE OF THE MAIN TRACK, 37.5 FEET SOUTHEAST OF THE
 CS0825'SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE BASE OF A RAILROAD WATER
 CS0825'TANK AND 1.0 FOOT NORTHWEST OF A 4 X 4 IN. MARKER POST. A BRONZE DISK
 CS0825'STAMPED Y 955 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 CS0825'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1475 ***********************************************************************
 CS1475  DESIGNATION -  Y 956
 CS1475  PID         -  CS1475
 CS1475  STATE/COUNTY-  TX/ELLIS
 CS1475  USGS QUAD   -  FERRIS (1968)
 CS1475
 CS1475                         *CURRENT SURVEY CONTROL
 CS1475  ___________________________________________________________________
 CS1475* NAD 83(1986)-  32 32 03.     (N)    096 39 54.     (W)     SCALED    
 CS1475* NAVD 88     -       143.744  (meters)     471.60   (feet)  ADJUSTED  
 CS1475  ___________________________________________________________________
 CS1475  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS1475  DYNAMIC HT  -         143.579 (meters)     471.06  (feet)  COMP
 CS1475  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CS1475
 CS1475  VERT ORDER  -  SECOND    CLASS 0
 CS1475
 CS1475.The horizontal coordinates were scaled from a topographic map and have
 CS1475.an estimated accuracy of +/- 6 seconds.
 CS1475
 CS1475.The orthometric height was determined by differential leveling
 CS1475.and adjusted by the National Geodetic Survey in June 1991..
 CS1475
 CS1475.The geoid height was determined by GEOID03.
 CS1475
 CS1475.The dynamic height is computed by dividing the NAVD 88
 CS1475.geopotential number by the normal gravity value computed on the
 CS1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1475.degrees latitude (g = 980.6199 gals.).
 CS1475
 CS1475.The modeled gravity was interpolated from observed gravity values.
 CS1475
 CS1475;                    North         East    Units  Estimated Accuracy
 CS1475;SPC TXNC     - 2,097,700.      772,360.      MT  (+/- 180 meters Scaled)
 CS1475
 CS1475                          SUPERSEDED SURVEY CONTROL
 CS1475
 CS1475  NGVD 29 (??/??/92)  143.750  (m)          471.62   (f) ADJ UNCH    2 0
 CS1475
 CS1475.Superseded values are not recommended for survey control.
 CS1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1475.See file dsdata.txt to determine how the superseded data were derived.
 CS1475
 CS1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB192020(NAD 83)
 CS1475_MARKER: DB = BENCH MARK DISK
 CS1475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1475_SP_SET: BUILDING
 CS1475_STAMPING: Y 956 1946
 CS1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1475
 CS1475  HISTORY     - Date     Condition        Report By
 CS1475  HISTORY     - 1946     MONUMENTED       CGS
 CS1475  HISTORY     - 1958     GOOD             NGS
 CS1475
 CS1475                          STATION DESCRIPTION
 CS1475
 CS1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1475'IN FERRIS.
 CS1475'AT FERRIS, TEXAS, AT THE TEXAS AND NEW ORLEANS RAILROAD STATION. 23.0
 CS1475'FEET WEST OF THE CENTER LINE OF THE TRACKS.  BRONZE DISK SET
 CS1475'VERTICALLY IN THE BRICK WALL OF THE SOUTHEAST CORNER OF THE TICKET
 CS1475'OFFICE.  ABOUT 4.0 FEET ABOVE THE GROUND.  STAMPED Y 956 1946.
 CS1475
 CS1475                          STATION RECOVERY (1958)
 CS1475
 CS1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1494 ***********************************************************************
 CS1494  DESIGNATION -  Y 957
 CS1494  PID         -  CS1494
 CS1494  STATE/COUNTY-  TX/DALLAS
 CS1494  USGS QUAD   -  SEAGOVILLE (1973)
 CS1494
 CS1494                         *CURRENT SURVEY CONTROL
 CS1494  ___________________________________________________________________
 CS1494* NAD 83(1986)-  32 37 40.     (N)    096 33 01.     (W)     SCALED    
 CS1494* NAVD 88     -       110.473  (meters)     362.44   (feet)  ADJUSTED  
 CS1494  ___________________________________________________________________
 CS1494  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CS1494  DYNAMIC HT  -         110.349 (meters)     362.04  (feet)  COMP
 CS1494  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 CS1494
 CS1494  VERT ORDER  -  SECOND    CLASS 0
 CS1494
 CS1494.The horizontal coordinates were scaled from a topographic map and have
 CS1494.an estimated accuracy of +/- 6 seconds.
 CS1494
 CS1494.The orthometric height was determined by differential leveling
 CS1494.and adjusted by the National Geodetic Survey in June 1991..
 CS1494
 CS1494.The geoid height was determined by GEOID03.
 CS1494
 CS1494.The dynamic height is computed by dividing the NAVD 88
 CS1494.geopotential number by the normal gravity value computed on the
 CS1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1494.degrees latitude (g = 980.6199 gals.).
 CS1494
 CS1494.The modeled gravity was interpolated from observed gravity values.
 CS1494
 CS1494;                    North         East    Units  Estimated Accuracy
 CS1494;SPC TXNC     - 2,108,280.      782,940.      MT  (+/- 180 meters Scaled)
 CS1494
 CS1494                          SUPERSEDED SURVEY CONTROL
 CS1494
 CS1494  NGVD 29 (??/??/92)  110.485  (m)          362.48   (f) ADJ UNCH    2 0
 CS1494
 CS1494.Superseded values are not recommended for survey control.
 CS1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1494.See file dsdata.txt to determine how the superseded data were derived.
 CS1494
 CS1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB298126(NAD 83)
 CS1494_MARKER: DB = BENCH MARK DISK
 CS1494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1494_SP_SET: CULVERT
 CS1494_STAMPING: Y 957 1946
 CS1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1494
 CS1494  HISTORY     - Date     Condition        Report By
 CS1494  HISTORY     - 1946     MONUMENTED       CGS
 CS1494  HISTORY     - 1966     GOOD             NGS
 CS1494
 CS1494                          STATION DESCRIPTION
 CS1494
 CS1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1494'1.0 MI SW FROM SEAGOVILLE.
 CS1494'TO REACH MARK FROM THE CITY WATER TOWER AT SEAGOVILLE, GO SOUTH 1
 CS1494'BLOCK, THENCE SOUTHWESTERLY 1.0 MILES ALONG MALLOY BRIDGE ROAD TO SITE
 CS1494'OF MARK.  BENCH MARK IS IN THE WEST END OF THE NORTHWEST HEADWALL OF A
 CS1494'5 X 3 FOOT CONCRETE CULVERT, 19.0 FEET NORTHWEST OF AND 1.5 FEET
 CS1494'HIGHER THAN THE CENTER LINE OF THE ROAD.  A BRONZE DISK STAMPED Y 957
 CS1494'1946 AND SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1502 ***********************************************************************
 CS1502  DESIGNATION -  Y 958
 CS1502  PID         -  CS1502
 CS1502  STATE/COUNTY-  TX/DALLAS
 CS1502  USGS QUAD   -  INDIA (1973)
 CS1502
 CS1502                         *CURRENT SURVEY CONTROL
 CS1502  ___________________________________________________________________
 CS1502* NAD 83(1986)-  32 33 25.     (N)    096 34 25.     (W)     SCALED    
 CS1502* NAVD 88     -       108.048  (meters)     354.49   (feet)  ADJUSTED  
 CS1502  ___________________________________________________________________
 CS1502  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CS1502  DYNAMIC HT  -         107.925 (meters)     354.08  (feet)  COMP
 CS1502  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 CS1502
 CS1502  VERT ORDER  -  SECOND    CLASS 0
 CS1502
 CS1502.The horizontal coordinates were scaled from a topographic map and have
 CS1502.an estimated accuracy of +/- 6 seconds.
 CS1502
 CS1502.The orthometric height was determined by differential leveling
 CS1502.and adjusted by the National Geodetic Survey in June 1991..
 CS1502
 CS1502.The geoid height was determined by GEOID03.
 CS1502
 CS1502.The dynamic height is computed by dividing the NAVD 88
 CS1502.geopotential number by the normal gravity value computed on the
 CS1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1502.degrees latitude (g = 980.6199 gals.).
 CS1502
 CS1502.The modeled gravity was interpolated from observed gravity values.
 CS1502
 CS1502;                    North         East    Units  Estimated Accuracy
 CS1502;SPC TXNC     - 2,100,380.      780,900.      MT  (+/- 180 meters Scaled)
 CS1502
 CS1502                          SUPERSEDED SURVEY CONTROL
 CS1502
 CS1502  NGVD 29 (??/??/92)  108.060  (m)          354.53   (f) ADJ UNCH    2 0
 CS1502
 CS1502.Superseded values are not recommended for survey control.
 CS1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1502.See file dsdata.txt to determine how the superseded data were derived.
 CS1502
 CS1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB278047(NAD 83)
 CS1502_MARKER: DB = BENCH MARK DISK
 CS1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1502_STAMPING: Y 958 1946
 CS1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1502+STABILITY: SURFACE MOTION
 CS1502
 CS1502  HISTORY     - Date     Condition        Report By
 CS1502  HISTORY     - 1946     MONUMENTED       CGS
 CS1502  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 CS1502
 CS1502                          STATION DESCRIPTION
 CS1502
 CS1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1502'8.8 MI NE FROM FERRIS.
 CS1502'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS1502'FERRIS, GO NORTH 1.8 MILES ALONG U.S. HIGHWAY NO. 75, THENCE NORTHEAST
 CS1502'2.2 MILES ALONG MALLOY BRIDGE ROAD, THENCE SOUTHEAST 1.6 MILES, THENCE
 CS1502'NORTHEAST 0.6 MILES, THENCE SOUTHEAST 0.5 MILES, THENCE NORTHEAST 1.6
 CS1502'MILES, THENCE SOUTHEAST 0.5 MILES ALONG GRAVELED AND UNIMPROVED ROADS
 CS1502'TO THE SITE OF THE MARK.  BENCH MARK IS AT A ROAD JUNCTION, 18.4 FEET
 CS1502'NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE NORTHEAST-SOUTHWEST
 CS1502'ROAD, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST SOUTHEAST
 CS1502'ROAD, 1 FOOT SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISC SET IN THE
 CS1502'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS1502
 CS1502                          STATION RECOVERY (1963)
 CS1502
 CS1502'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 CS1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0215 ***********************************************************************
 CS0215  DESIGNATION -  Y 959
 CS0215  PID         -  CS0215
 CS0215  STATE/COUNTY-  TX/KAUFMAN
 CS0215  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0215
 CS0215                         *CURRENT SURVEY CONTROL
 CS0215  ___________________________________________________________________
 CS0215* NAD 83(1986)-  32 42 18.     (N)    096 26 41.     (W)     SCALED    
 CS0215* NAVD 88     -       143.654  (meters)     471.30   (feet)  ADJUSTED  
 CS0215  ___________________________________________________________________
 CS0215  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0215  DYNAMIC HT  -         143.496 (meters)     470.79  (feet)  COMP
 CS0215  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 CS0215
 CS0215  VERT ORDER  -  SECOND    CLASS 0
 CS0215
 CS0215.The horizontal coordinates were scaled from a topographic map and have
 CS0215.an estimated accuracy of +/- 6 seconds.
 CS0215
 CS0215.The orthometric height was determined by differential leveling
 CS0215.and adjusted by the National Geodetic Survey in June 1991..
 CS0215
 CS0215.The geoid height was determined by GEOID03.
 CS0215
 CS0215.The dynamic height is computed by dividing the NAVD 88
 CS0215.geopotential number by the normal gravity value computed on the
 CS0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0215.degrees latitude (g = 980.6199 gals.).
 CS0215
 CS0215.The modeled gravity was interpolated from observed gravity values.
 CS0215
 CS0215;                    North         East    Units  Estimated Accuracy
 CS0215;SPC TXNC     - 2,117,030.      792,680.      MT  (+/- 180 meters Scaled)
 CS0215
 CS0215                          SUPERSEDED SURVEY CONTROL
 CS0215
 CS0215  NGVD 29 (??/??/92)  143.661  (m)          471.33   (f) ADJ UNCH    2 0
 CS0215
 CS0215.Superseded values are not recommended for survey control.
 CS0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0215.See file dsdata.txt to determine how the superseded data were derived.
 CS0215
 CS0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB395214(NAD 83)
 CS0215_MARKER: DB = BENCH MARK DISK
 CS0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0215_SP_SET: CULVERT
 CS0215_STAMPING: Y 959 1946
 CS0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0215
 CS0215  HISTORY     - Date     Condition        Report By
 CS0215  HISTORY     - 1946     MONUMENTED       CGS
 CS0215
 CS0215                          STATION DESCRIPTION
 CS0215
 CS0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0215'4.0 MI S FROM FORNEY.
 CS0215'TO REACH THE MARK FROM THE FARMERS NATIONAL BANK BUILDING AT FORNEY,
 CS0215'GO SOUTHWEST 0.4 MILE, THENCE SOUTHEAST 2.4 MILES, THENCE SOUTHWEST
 CS0215'0.6 MILE, THENCE SOUTHEAST 0.6 MILE ALONG A PAVED ROAD TO THE SITE OF
 CS0215'THE MARK.  THE BENCH MARK IS AT A ROAD JUNCTION, 18 FEET NORTH OF AND
 CS0215'1.2 FEET HIGHER THAN THE CENTER LINE OF THE ROAD.  A BRONZE DISK SET
 CS0215'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 4X8 FEET
 CS0215'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0494 ***********************************************************************
 DM0494  DESIGNATION -  Y 96
 DM0494  PID         -  DM0494
 DM0494  STATE/COUNTY-  TX/HUNT
 DM0494  USGS QUAD   -  LONE OAK NORTH (1962)
 DM0494
 DM0494                         *CURRENT SURVEY CONTROL
 DM0494  ___________________________________________________________________
 DM0494* NAD 83(1986)-  33 01 57.     (N)    095 58 28.     (W)     SCALED    
 DM0494* NAVD 88     -       152.323  (meters)     499.75   (feet)  ADJUSTED  
 DM0494  ___________________________________________________________________
 DM0494  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DM0494  DYNAMIC HT  -         152.155 (meters)     499.20  (feet)  COMP
 DM0494  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 DM0494
 DM0494  VERT ORDER  -  FIRST     CLASS II
 DM0494
 DM0494.The horizontal coordinates were scaled from a topographic map and have
 DM0494.an estimated accuracy of +/- 6 seconds.
 DM0494
 DM0494.The orthometric height was determined by differential leveling
 DM0494.and adjusted by the National Geodetic Survey in June 1991..
 DM0494.WARNING-Repeat measurements at this control monument indicate possible
 DM0494.vertical movement.
 DM0494
 DM0494.The geoid height was determined by GEOID03.
 DM0494
 DM0494.The dynamic height is computed by dividing the NAVD 88
 DM0494.geopotential number by the normal gravity value computed on the
 DM0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0494.degrees latitude (g = 980.6199 gals.).
 DM0494
 DM0494.The modeled gravity was interpolated from observed gravity values.
 DM0494
 DM0494;                    North         East    Units  Estimated Accuracy
 DM0494;SPC TXNC     - 2,154,290.      835,880.      MT  (+/- 180 meters Scaled)
 DM0494
 DM0494                          SUPERSEDED SURVEY CONTROL
 DM0494
 DM0494  NGVD 29 (??/??/92)  152.320  (m)          499.74   (f) ADJ UNCH    1 2
 DM0494
 DM0494.Superseded values are not recommended for survey control.
 DM0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0494.See file dsdata.txt to determine how the superseded data were derived.
 DM0494
 DM0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS221588(NAD 83)
 DM0494_MARKER: DB = BENCH MARK DISK
 DM0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0494_STAMPING: Y 96 1933 499.618
 DM0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0494+STABILITY: SURFACE MOTION
 DM0494
 DM0494  HISTORY     - Date     Condition        Report By
 DM0494  HISTORY     - 1933     MONUMENTED       CGS
 DM0494  HISTORY     - 1959     GOOD             NGS
 DM0494  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 DM0494
 DM0494                          STATION DESCRIPTION
 DM0494
 DM0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DM0494'3.9 MI NW FROM LONE OAK.
 DM0494'ABOUT 3.1 MILES NORTHWEST ALONG THE NEW U. S. HIGHWAY 69 FROM THE
 DM0494'JUNCTION OF FARM ROAD 1567 AT LONE OAK, THENCE ABOUT 0.8 MILE NORTH
 DM0494'ALONG A GRADED DIRT ROAD, ABOUT 0.15 MILE SOUTH OF A TWO STORIED WHITE
 DM0494'HOUSE, 34 FEET EAST OF THE CENTER LINE OF THE ROAD, 68 FEET SOUTHEAST
 DM0494'AND ACROSS THE ROAD FROM A POWER POLE, 64 FEET NORTHWEST OF A
 DM0494'TELEPHONE POLE, 35 FEET NORTHEAST OF THE CENTER LINE OF AN OLD
 DM0494'RAILROAD GRADE, 14 FEET SOUTHWEST OF A T FENCE CORNER POST, 1 FOOT
 DM0494'NORTHWEST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, AND
 DM0494'IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES BELOW THE GROUND.
 DM0494
 DM0494                          STATION RECOVERY (1994)
 DM0494
 DM0494'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1464 ***********************************************************************
 CS1464  DESIGNATION -  Y 960
 CS1464  PID         -  CS1464
 CS1464  STATE/COUNTY-  TX/DALLAS
 CS1464  USGS QUAD   -  SEAGOVILLE (1973)
 CS1464
 CS1464                         *CURRENT SURVEY CONTROL
 CS1464  ___________________________________________________________________
 CS1464* NAD 83(1986)-  32 38 12.     (N)    096 31 58.     (W)     SCALED    
 CS1464* NAVD 88     -       135.513  (meters)     444.60   (feet)  ADJUSTED  
 CS1464  ___________________________________________________________________
 CS1464  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CS1464  DYNAMIC HT  -         135.361 (meters)     444.10  (feet)  COMP
 CS1464  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 CS1464
 CS1464  VERT ORDER  -  SECOND    CLASS 0
 CS1464
 CS1464.The horizontal coordinates were scaled from a topographic map and have
 CS1464.an estimated accuracy of +/- 6 seconds.
 CS1464
 CS1464.The orthometric height was determined by differential leveling
 CS1464.and adjusted by the National Geodetic Survey in June 1991..
 CS1464
 CS1464.The geoid height was determined by GEOID03.
 CS1464
 CS1464.The dynamic height is computed by dividing the NAVD 88
 CS1464.geopotential number by the normal gravity value computed on the
 CS1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1464.degrees latitude (g = 980.6199 gals.).
 CS1464
 CS1464.The modeled gravity was interpolated from observed gravity values.
 CS1464
 CS1464;                    North         East    Units  Estimated Accuracy
 CS1464;SPC TXNC     - 2,109,290.      784,560.      MT  (+/- 180 meters Scaled)
 CS1464
 CS1464                          SUPERSEDED SURVEY CONTROL
 CS1464
 CS1464  NGVD 29 (??/??/92)  135.525  (m)          444.63   (f) ADJ UNCH    2 0
 CS1464
 CS1464.Superseded values are not recommended for survey control.
 CS1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1464.See file dsdata.txt to determine how the superseded data were derived.
 CS1464
 CS1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB314136(NAD 83)
 CS1464_MARKER: DB = BENCH MARK DISK
 CS1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1464_STAMPING: Y 960 1946
 CS1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1464+STABILITY: SURFACE MOTION
 CS1464
 CS1464  HISTORY     - Date     Condition        Report By
 CS1464  HISTORY     - 1946     MONUMENTED       CGS
 CS1464  HISTORY     - 1958     GOOD             NGS
 CS1464
 CS1464                          STATION DESCRIPTION
 CS1464
 CS1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1464'IN SEAGOVILLE.
 CS1464'THIS MARK IS 0.4 MILE SOUTHEAST ALONG SOUTH KAUFMAN FROM THE
 CS1464'INTERSECTION WITH ELM STREET IN KAUFMAN, IN THE WEST POINT OF THE
 CS1464'INTERSECTION OF SOUTH KAUFMAN AND E. BLUFF STREETS, ABOUT 3 FEET WEST
 CS1464'OF A STREET SIGN AND 9 FEET SOUTHWEST OF A TELEPHONE POLE.  IT IS 27
 CS1464'FEET NORTHWEST OF THE CENTERLINE OF BLUFF AND 30 FEET SOUTHWEST OF THE
 CS1464'CENTERLINE OF KAUFMAN.  A STANDARD DISK STAMPED Y 960 1946 IN A
 CS1464'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1469 ***********************************************************************
 CS1469  DESIGNATION -  Y 961
 CS1469  PID         -  CS1469
 CS1469  STATE/COUNTY-  TX/DALLAS
 CS1469  USGS QUAD   -  HUTCHINS (1973)
 CS1469
 CS1469                         *CURRENT SURVEY CONTROL
 CS1469  ___________________________________________________________________
 CS1469* NAD 83(1986)-  32 40 01.     (N)    096 40 20.     (W)     SCALED    
 CS1469* NAVD 88     -       118.538  (meters)     388.90   (feet)  ADJUSTED  
 CS1469  ___________________________________________________________________
 CS1469  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CS1469  DYNAMIC HT  -         118.403 (meters)     388.46  (feet)  COMP
 CS1469  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 CS1469
 CS1469  VERT ORDER  -  SECOND    CLASS 0
 CS1469
 CS1469.The horizontal coordinates were scaled from a topographic map and have
 CS1469.an estimated accuracy of +/- 6 seconds.
 CS1469
 CS1469.The orthometric height was determined by differential leveling
 CS1469.and adjusted by the National Geodetic Survey in June 1991..
 CS1469
 CS1469.The geoid height was determined by GEOID03.
 CS1469
 CS1469.The dynamic height is computed by dividing the NAVD 88
 CS1469.geopotential number by the normal gravity value computed on the
 CS1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1469.degrees latitude (g = 980.6199 gals.).
 CS1469
 CS1469.The modeled gravity was interpolated from observed gravity values.
 CS1469
 CS1469;                    North         East    Units  Estimated Accuracy
 CS1469;SPC TXNC     - 2,112,410.      771,420.      MT  (+/- 180 meters Scaled)
 CS1469
 CS1469                          SUPERSEDED SURVEY CONTROL
 CS1469
 CS1469  NGVD 29 (??/??/92)  118.552  (m)          388.95   (f) ADJ UNCH    2 0
 CS1469
 CS1469.Superseded values are not recommended for survey control.
 CS1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1469.See file dsdata.txt to determine how the superseded data were derived.
 CS1469
 CS1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB182167(NAD 83)
 CS1469_MARKER: DB = BENCH MARK DISK
 CS1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1469_STAMPING: Y 961 1946
 CS1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1469+STABILITY: SURFACE MOTION
 CS1469
 CS1469  HISTORY     - Date     Condition        Report By
 CS1469  HISTORY     - 1946     MONUMENTED       CGS
 CS1469  HISTORY     - 1958     GOOD             NGS
 CS1469
 CS1469                          STATION DESCRIPTION
 CS1469
 CS1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1469'3.2 MI E FROM HUTCHINS.
 CS1469'ABOUT 0.1 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS1469'STATION AT HUTCHINS, THENCE 3.1 MILES EASTERLY ALONG THE DOWDY FERRY
 CS1469'ROAD, AND AT A T-ROAD EAST.  120 FEET WEST OF THE WEST END OF A STEEL
 CS1469'BRIDGE, 27 FEET WEST OF THE CENTER OF THE JUNCTION, 1 FOOT EAST OF A
 CS1469'WIRE FENCE, 1 FOOT SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISC SET IN
 CS1469'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 CS1469
 CS1469                          STATION RECOVERY (1958)
 CS1469
 CS1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0742 ***********************************************************************
 AY0742  DESIGNATION -  Y 962
 AY0742  PID         -  AY0742
 AY0742  STATE/COUNTY-  TX/BEXAR
 AY0742  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0742
 AY0742                         *CURRENT SURVEY CONTROL
 AY0742  ___________________________________________________________________
 AY0742* NAD 83(1986)-  29 23 49.     (N)    098 31 02.     (W)     SCALED    
 AY0742* NAVD 88     -       197.439  (meters)     647.76   (feet)  ADJUSTED  
 AY0742  ___________________________________________________________________
 AY0742  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AY0742  DYNAMIC HT  -         197.152 (meters)     646.82  (feet)  COMP
 AY0742  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 AY0742
 AY0742  VERT ORDER  -  FIRST     CLASS II
 AY0742
 AY0742.The horizontal coordinates were scaled from a topographic map and have
 AY0742.an estimated accuracy of +/- 6 seconds.
 AY0742
 AY0742.The orthometric height was determined by differential leveling
 AY0742.and adjusted by the National Geodetic Survey in June 1991..
 AY0742
 AY0742.The geoid height was determined by GEOID03.
 AY0742
 AY0742.The dynamic height is computed by dividing the NAVD 88
 AY0742.geopotential number by the normal gravity value computed on the
 AY0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0742.degrees latitude (g = 980.6199 gals.).
 AY0742
 AY0742.The modeled gravity was interpolated from observed gravity values.
 AY0742
 AY0742;                    North         East    Units  Estimated Accuracy
 AY0742;SPC TXSC     - 4,173,390.      646,850.      MT  (+/- 180 meters Scaled)
 AY0742
 AY0742                          SUPERSEDED SURVEY CONTROL
 AY0742
 AY0742  NGVD 29 (??/??/92)  197.323  (m)          647.38   (f) ADJ UNCH    1 2
 AY0742
 AY0742.Superseded values are not recommended for survey control.
 AY0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0742.See file dsdata.txt to determine how the superseded data were derived.
 AY0742
 AY0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT468520(NAD 83)
 AY0742_MARKER: DB = BENCH MARK DISK
 AY0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0742_SP_SET: BUILDING
 AY0742_STAMPING: Y 962 1946
 AY0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0742
 AY0742  HISTORY     - Date     Condition        Report By
 AY0742  HISTORY     - 1946     MONUMENTED       CGS
 AY0742  HISTORY     - 19950510 GOOD             USPSQD
 AY0742
 AY0742                          STATION DESCRIPTION
 AY0742
 AY0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0742'IN SAN ANTONIO.
 AY0742'AT SAN ANTONIO, AT THE NORTHWEST CORNER OF THE JUNCTION OF SOUTH
 AY0742'BRAZOS STREET AND HARRIMAN PLACE, SET VERTICALLY IN THE EAST BRICK
 AY0742'FACE OF THE COLLINS GARDENS SCHOOL, 2.8 FEET NORTH OF THE SOUTHEAST
 AY0742'CORNER OF THE BUILDING, 2.6 FEET ABOVE THE SIDEWALK ALONG THE SIDE OF
 AY0742'THE BUILDING, 0.4 FOOT ABOVE THE TOP OF THE CONCRETE FOUNDATION.
 AY0742
 AY0742                          STATION RECOVERY (1995)
 AY0742
 AY0742'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0724 ***********************************************************************
 AY0724  DESIGNATION -  Y 963 C OF SA
 AY0724  PID         -  AY0724
 AY0724  STATE/COUNTY-  TX/BEXAR
 AY0724  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0724
 AY0724                         *CURRENT SURVEY CONTROL
 AY0724  ___________________________________________________________________
 AY0724* NAD 83(1986)-  29 28 05.     (N)    098 32 22.     (W)     SCALED    
 AY0724* NAVD 88     -       225.166  (meters)     738.73   (feet)  ADJUSTED  
 AY0724  ___________________________________________________________________
 AY0724  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY0724  DYNAMIC HT  -         224.838 (meters)     737.66  (feet)  COMP
 AY0724  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0724
 AY0724  VERT ORDER  -  FIRST     CLASS II
 AY0724
 AY0724.The horizontal coordinates were scaled from a topographic map and have
 AY0724.an estimated accuracy of +/- 6 seconds.
 AY0724
 AY0724.The orthometric height was determined by differential leveling
 AY0724.and adjusted by the National Geodetic Survey in June 1991..
 AY0724
 AY0724.The geoid height was determined by GEOID03.
 AY0724
 AY0724.The dynamic height is computed by dividing the NAVD 88
 AY0724.geopotential number by the normal gravity value computed on the
 AY0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0724.degrees latitude (g = 980.6199 gals.).
 AY0724
 AY0724.The modeled gravity was interpolated from observed gravity values.
 AY0724
 AY0724;                    North         East    Units  Estimated Accuracy
 AY0724;SPC TXSC     - 4,181,260.      644,670.      MT  (+/- 180 meters Scaled)
 AY0724
 AY0724                          SUPERSEDED SURVEY CONTROL
 AY0724
 AY0724  NGVD 29 (??/??/92)  225.041  (m)          738.32   (f) ADJ UNCH    1 2
 AY0724
 AY0724.Superseded values are not recommended for survey control.
 AY0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0724.See file dsdata.txt to determine how the superseded data were derived.
 AY0724
 AY0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT446599(NAD 83)
 AY0724_MARKER: DB = BENCH MARK DISK
 AY0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0724_STAMPING: Y 963 1946
 AY0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0724+STABILITY: SURFACE MOTION
 AY0724
 AY0724  HISTORY     - Date     Condition        Report By
 AY0724  HISTORY     - 1946     MONUMENTED       TX6090
 AY0724  HISTORY     - 1946     GOOD             NGS
 AY0724  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0724  HISTORY     - 19950516 GOOD             USPSQD
 AY0724
 AY0724                          STATION DESCRIPTION
 AY0724
 AY0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0724'IN SAN ANTONIO.
 AY0724'AT SAN ANTONIO, AT THE SOUTHEAST CORNER OF THE JUNCTION OF WILSON AND
 AY0724'NORTH DRIVES, 43.7 FEET EAST OF THE WEST CURB OF WILSON DRIVE (NO CURB
 AY0724'ON EAST SIDE), 35.4 FEET SOUTH OF THE LINE OF THE NORTH CURB OF NORTH
 AY0724'DRIVE (NO CURB ON THE SOUTH SIDE), SET IN THE TOP OF A 1-FOOT CIRCULAR
 AY0724'CONCRETE POST SURROUNDED BY A 2-FOOT CONCRETE PIPE WITH AN IRON COVER
 AY0724'WHICH IS 0.2 FOOT UNDERGROUND.
 AY0724
 AY0724                          STATION RECOVERY (1982)
 AY0724
 AY0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0724'SEARCHED FOR AND NOT RECOVERED, YARD HAS BEEN FILLED IN AND BUILT UP,
 AY0724'MARK MAYBE COVERED WITH FILL DIRT.
 AY0724
 AY0724                          STATION RECOVERY (1995)
 AY0724
 AY0724'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0728 ***********************************************************************
 CR0728  DESIGNATION -  Y 964
 CR0728  PID         -  CR0728
 CR0728  STATE/COUNTY-  TX/VAN ZANDT
 CR0728  USGS QUAD   -  CARROLL (1984)
 CR0728
 CR0728                         *CURRENT SURVEY CONTROL
 CR0728  ___________________________________________________________________
 CR0728* NAD 83(1986)-  32 22 32.     (N)    095 37 06.     (W)     SCALED    
 CR0728* NAVD 88     -       129.923  (meters)     426.26   (feet)  ADJUSTED  
 CR0728  ___________________________________________________________________
 CR0728  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CR0728  DYNAMIC HT  -         129.771 (meters)     425.76  (feet)  COMP
 CR0728  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CR0728
 CR0728  VERT ORDER  -  SECOND    CLASS 0
 CR0728
 CR0728.The horizontal coordinates were scaled from a topographic map and have
 CR0728.an estimated accuracy of +/- 6 seconds.
 CR0728
 CR0728.The orthometric height was determined by differential leveling
 CR0728.and adjusted by the National Geodetic Survey in June 1991..
 CR0728
 CR0728.The geoid height was determined by GEOID03.
 CR0728
 CR0728.The dynamic height is computed by dividing the NAVD 88
 CR0728.geopotential number by the normal gravity value computed on the
 CR0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0728.degrees latitude (g = 980.6199 gals.).
 CR0728
 CR0728.The modeled gravity was interpolated from observed gravity values.
 CR0728
 CR0728;                    North         East    Units  Estimated Accuracy
 CR0728;SPC TXNC     - 2,082,330.      871,130.      MT  (+/- 180 meters Scaled)
 CR0728
 CR0728                          SUPERSEDED SURVEY CONTROL
 CR0728
 CR0728  NGVD 29 (??/??/92)  129.944  (m)          426.32   (f) ADJ UNCH    2 0
 CR0728
 CR0728.Superseded values are not recommended for survey control.
 CR0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0728.See file dsdata.txt to determine how the superseded data were derived.
 CR0728
 CR0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR536850(NAD 83)
 CR0728_MARKER: DB = BENCH MARK DISK
 CR0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0728_SP_SET: BRIDGE
 CR0728_STAMPING: Y 964 1948
 CR0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0728+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0728
 CR0728  HISTORY     - Date     Condition        Report By
 CR0728  HISTORY     - 1948     MONUMENTED       CGS
 CR0728  HISTORY     - 19950905 GOOD             USPSQD
 CR0728  HISTORY     - 20040605 GOOD             USPSQD
 CR0728  HISTORY     - 20050711 GOOD             USPSQD
 CR0728
 CR0728                          STATION DESCRIPTION
 CR0728
 CR0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0728'0.55 MI NW FROM EDOM.
 CR0728'0.55 MILE NORTHWEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT
 CR0728'EDOM, 13.9 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN A
 CR0728'DRILL HOLE IN THE TOP OF THE EAST END OF THE WEST CONCRETE WINGWALL OF
 CR0728'A BRIDGE OVER MURICHSON CREEK.
 CR0728
 CR0728                          STATION RECOVERY (1995)
 CR0728
 CR0728'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0728'RECOVERED IN GOOD CONDITION.
 CR0728
 CR0728                          STATION RECOVERY (2004)
 CR0728
 CR0728'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0728'RECOVERED IN GOOD CONDITION.
 CR0728
 CR0728                          STATION RECOVERY (2005)
 CR0728
 CR0728'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0756 ***********************************************************************
 CR0756  DESIGNATION -  Y 965
 CR0756  PID         -  CR0756
 CR0756  STATE/COUNTY-  TX/VAN ZANDT
 CR0756  USGS QUAD   -  BEN WHEELER (1984)
 CR0756
 CR0756                         *CURRENT SURVEY CONTROL
 CR0756  ___________________________________________________________________
 CR0756* NAD 83(1986)-  32 29 53.     (N)    095 44 46.     (W)     SCALED    
 CR0756* NAVD 88     -       176.678  (meters)     579.65   (feet)  ADJUSTED  
 CR0756  ___________________________________________________________________
 CR0756  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CR0756  DYNAMIC HT  -         176.474 (meters)     578.98  (feet)  COMP
 CR0756  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 CR0756
 CR0756  VERT ORDER  -  SECOND    CLASS 0
 CR0756
 CR0756.The horizontal coordinates were scaled from a topographic map and have
 CR0756.an estimated accuracy of +/- 6 seconds.
 CR0756
 CR0756.The orthometric height was determined by differential leveling
 CR0756.and adjusted by the National Geodetic Survey in June 1991..
 CR0756
 CR0756.The geoid height was determined by GEOID03.
 CR0756
 CR0756.The dynamic height is computed by dividing the NAVD 88
 CR0756.geopotential number by the normal gravity value computed on the
 CR0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0756.degrees latitude (g = 980.6199 gals.).
 CR0756
 CR0756.The modeled gravity was interpolated from observed gravity values.
 CR0756
 CR0756;                    North         East    Units  Estimated Accuracy
 CR0756;SPC TXNC     - 2,095,590.      858,760.      MT  (+/- 180 meters Scaled)
 CR0756
 CR0756                          SUPERSEDED SURVEY CONTROL
 CR0756
 CR0756  NGVD 29 (??/??/92)  176.691  (m)          579.69   (f) ADJ UNCH    2 0
 CR0756
 CR0756.Superseded values are not recommended for survey control.
 CR0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0756.See file dsdata.txt to determine how the superseded data were derived.
 CR0756
 CR0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR419989(NAD 83)
 CR0756_MARKER: DB = BENCH MARK DISK
 CR0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0756_STAMPING: Y 965 1948
 CR0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0756+STABILITY: SURFACE MOTION
 CR0756
 CR0756  HISTORY     - Date     Condition        Report By
 CR0756  HISTORY     - 1948     MONUMENTED       CGS
 CR0756  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0756
 CR0756                          STATION DESCRIPTION
 CR0756
 CR0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0756'1.15 MI SW FROM COLFAX.
 CR0756'0.1 MILE EAST ALONG A DIRT STREET FROM THE METHODIST CHURCH AT COLFAX,
 CR0756'THENCE 1.05 MILES SOUTHWEST ALONG A GRAVELED ROAD, 1.2 MILES NORTHEAST
 CR0756'OF BENCH MARK L 965, 177.9 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM
 CR0756'THE SOUTH CORNER OF A BRICK FARMHOUSE, 80.1 FEET NORTH OF THE NORTH
 CR0756'CORNER OF A FARMHOUSE, 47.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CR0756'ROAD, 14.1 FEET NORTHEAST OF A FENCE CORNER, 1.6 FEET SOUTHWEST OF A
 CR0756'REFERENCE POST, 0.8 FOOT NORTHWEST OF A FENCE, SET IN THE TOP OF A
 CR0756'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0756
 CR0756                          STATION RECOVERY (1995)
 CR0756
 CR0756'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1565 ***********************************************************************
 BY1565  DESIGNATION -  Y 966
 BY1565  PID         -  BY1565
 BY1565  STATE/COUNTY-  TX/HOUSTON
 BY1565  USGS QUAD   -  FODICE (1963)
 BY1565
 BY1565                         *CURRENT SURVEY CONTROL
 BY1565  ___________________________________________________________________
 BY1565* NAD 83(1986)-  31 12 22.     (N)    095 16 40.     (W)     SCALED    
 BY1565* NAVD 88     -        93.26   (+/-2cm)     306.0    (feet)  VERTCON   
 BY1565  ___________________________________________________________________
 BY1565  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1565
 BY1565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1565
 BY1565.The horizontal coordinates were scaled from a topographic map and have
 BY1565.an estimated accuracy of +/- 6 seconds.
 BY1565
 BY1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1565.The vertical order pertains to the NGVD 29 superseded value.
 BY1565
 BY1565.The geoid height was determined by GEOID03.
 BY1565
 BY1565;                    North         East    Units  Estimated Accuracy
 BY1565;SPC TX C     - 3,181,600.    1,181,570.      MT  (+/- 180 meters Scaled)
 BY1565
 BY1565                          SUPERSEDED SURVEY CONTROL
 BY1565
 BY1565  NGVD 29 (??/??/92)   93.270  (m)          306.00   (f) ADJ UNCH    2 0
 BY1565
 BY1565.Superseded values are not recommended for survey control.
 BY1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1565.See file dsdata.txt to determine how the superseded data were derived.
 BY1565
 BY1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ829546(NAD 83)
 BY1565_MARKER: DB = BENCH MARK DISK
 BY1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1565_STAMPING: Y 966 1948
 BY1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1565+STABILITY: SURFACE MOTION
 BY1565
 BY1565  HISTORY     - Date     Condition        Report By
 BY1565  HISTORY     - 1948     MONUMENTED       CGS
 BY1565
 BY1565                          STATION DESCRIPTION
 BY1565
 BY1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1565'2.8 MI NW FROM PENNINGTON.
 BY1565'2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE PENNINGTON BAPTIST
 BY1565'CHURCH AT PENNINGTON, IN FRONT OF THE J.A. HENSARLIG HOME, 250.0 FEET
 BY1565'NORTHWEST OF A GROUP OF PROMINENT CEDAR TREES, 50.7 FEET NORTHEAST OF
 BY1565'THE CENTER LINE OF THE HIGHWAY, 15.7 FEET NORTHWEST OF THE CENTER OF A
 BY1565'GATE FOR THE DRIVEWAY LEADING TO THE HENSARLIG HOME, 5.9 FEET
 BY1565'SOUTHEAST OF A 15-INCH OAK TREE, 3.0 FEET SOUTHEAST OF A WITNESS POST,
 BY1565'1.0 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A
 BY1565'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0354 ***********************************************************************
 CS0354  DESIGNATION -  Y 967
 CS0354  PID         -  CS0354
 CS0354  STATE/COUNTY-  TX/KAUFMAN
 CS0354  USGS QUAD   -  KEMP (1981)
 CS0354
 CS0354                         *CURRENT SURVEY CONTROL
 CS0354  ___________________________________________________________________
 CS0354* NAD 83(1986)-  32 27 19.     (N)    096 14 19.     (W)     SCALED    
 CS0354* NAVD 88     -       112.277  (meters)     368.36   (feet)  ADJUSTED  
 CS0354  ___________________________________________________________________
 CS0354  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0354  DYNAMIC HT  -         112.150 (meters)     367.95  (feet)  COMP
 CS0354  MODELED GRAV-     979,508.4   (mgal)                       NAVD 88
 CS0354
 CS0354  VERT ORDER  -  SECOND    CLASS 0
 CS0354
 CS0354.The horizontal coordinates were scaled from a topographic map and have
 CS0354.an estimated accuracy of +/- 6 seconds.
 CS0354
 CS0354.The orthometric height was determined by differential leveling
 CS0354.and adjusted by the National Geodetic Survey in June 1991..
 CS0354
 CS0354.The geoid height was determined by GEOID03.
 CS0354
 CS0354.The dynamic height is computed by dividing the NAVD 88
 CS0354.geopotential number by the normal gravity value computed on the
 CS0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0354.degrees latitude (g = 980.6199 gals.).
 CS0354
 CS0354.The modeled gravity was interpolated from observed gravity values.
 CS0354
 CS0354;                    North         East    Units  Estimated Accuracy
 CS0354;SPC TXNC     - 2,089,740.      812,590.      MT  (+/- 180 meters Scaled)
 CS0354
 CS0354                          SUPERSEDED SURVEY CONTROL
 CS0354
 CS0354  NGVD 29 (??/??/92)  112.294  (m)          368.42   (f) ADJ UNCH    2 0
 CS0354
 CS0354.Superseded values are not recommended for survey control.
 CS0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0354.See file dsdata.txt to determine how the superseded data were derived.
 CS0354
 CS0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA595942(NAD 83)
 CS0354_MARKER: DB = BENCH MARK DISK
 CS0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0354_STAMPING: Y 967 1946
 CS0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0354+STABILITY: SURFACE MOTION
 CS0354
 CS0354  HISTORY     - Date     Condition        Report By
 CS0354  HISTORY     - 1946     MONUMENTED       CGS
 CS0354  HISTORY     - 1948     GOOD             NGS
 CS0354
 CS0354                          STATION DESCRIPTION
 CS0354
 CS0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0354'1.0 MI NW FROM KEMP.
 CS0354'1.0 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 CS0354'STATION AT KEMP, 258.5 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD
 CS0354'CROSSING, 130.0 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD
 CS0354'LEADING WEST FROM AN ASPHALT ROAD ALONG THE SOUTHWEST SIDE OF THE
 CS0354'RAILWAY, 61.3 FEET NORTHWEST OF MILEPOST 273, 48.0 FEET NORTHEAST OF
 CS0354'THE CENTER LINE OF AN ASPHALT ROAD ALONG THE SOUTHWEST SIDE OF THE
 CS0354'RAILWAY, 28.1 FEET SOUTHWEST OF AND 3.0 FEET HIGHER THAN THE SOUTHWEST
 CS0354'RAIL OF THE TRACK, 6.7 FEET SOUTHWEST OF A SECTION OF RAIL DRIVEN
 CS0354'VERTICALLY INTO THE GROUND AND PROJECTING 3.0 FEET ABOVE THE GROUND,
 CS0354'2.9 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 CS0354'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0800 ***********************************************************************
 BY0800  DESIGNATION -  Y 968
 BY0800  PID         -  BY0800
 BY0800  STATE/COUNTY-  TX/TRINITY
 BY0800  USGS QUAD   -  TREVAT (1980)
 BY0800
 BY0800                         *CURRENT SURVEY CONTROL
 BY0800  ___________________________________________________________________
 BY0800* NAD 83(1986)-  31 01 30.     (N)    094 58 36.     (W)     SCALED    
 BY0800* NAVD 88     -        71.51   (+/-2cm)     234.6    (feet)  VERTCON   
 BY0800  ___________________________________________________________________
 BY0800  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0800
 BY0800  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0800
 BY0800.The horizontal coordinates were scaled from a topographic map and have
 BY0800.an estimated accuracy of +/- 6 seconds.
 BY0800
 BY0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0800.The vertical order pertains to the NGVD 29 superseded value.
 BY0800
 BY0800.The geoid height was determined by GEOID03.
 BY0800
 BY0800;                    North         East    Units  Estimated Accuracy
 BY0800;SPC TX C     - 3,162,890.    1,211,190.      MT  (+/- 180 meters Scaled)
 BY0800
 BY0800                          SUPERSEDED SURVEY CONTROL
 BY0800
 BY0800  NGVD 29 (??/??/92)   71.525  (m)          234.66   (f) ADJ UNCH    2 0
 BY0800
 BY0800.Superseded values are not recommended for survey control.
 BY0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0800.See file dsdata.txt to determine how the superseded data were derived.
 BY0800
 BY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ113340(NAD 83)
 BY0800_MARKER: DB = BENCH MARK DISK
 BY0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0800_STAMPING: Y 968 1948
 BY0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0800+STABILITY: SURFACE MOTION
 BY0800
 BY0800  HISTORY     - Date     Condition        Report By
 BY0800  HISTORY     - 1948     MONUMENTED       CGS
 BY0800
 BY0800                          STATION DESCRIPTION
 BY0800
 BY0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0800'4.3 MI NE FROM WOODLAKE.
 BY0800'3.6 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY0800'WOODLAKE, THENCE 1.7 MILES NORTHEAST ALONG A DIRT ROAD, 201.5 FEET
 BY0800'NORTH OF THE CENTER LINE OF BULL CREEK, 87.8 FEET NORTH NORTHWEST OF A
 BY0800'16-INCH SWEETGUM TREE WITH A TRIANGULAR BLAZE, 23.0 FEET EAST OF THE
 BY0800'CENTER LINE OF THE ROAD, 1.7 FEET NORTHWEST OF A REFERENCE POST, SET
 BY0800'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0409 ***********************************************************************
 CS0409  DESIGNATION -  Y 969
 CS0409  PID         -  CS0409
 CS0409  STATE/COUNTY-  TX/KAUFMAN
 CS0409  USGS QUAD   -  GRAYS PRAIRIE (1978)
 CS0409
 CS0409                         *CURRENT SURVEY CONTROL
 CS0409  ___________________________________________________________________
 CS0409* NAD 83(1986)-  32 24 38.     (N)    096 21 30.     (W)     SCALED    
 CS0409* NAVD 88     -       118.823  (meters)     389.84   (feet)  ADJUSTED  
 CS0409  ___________________________________________________________________
 CS0409  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0409  DYNAMIC HT  -         118.689 (meters)     389.40  (feet)  COMP
 CS0409  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 CS0409
 CS0409  VERT ORDER  -  SECOND    CLASS 0
 CS0409
 CS0409.The horizontal coordinates were scaled from a topographic map and have
 CS0409.an estimated accuracy of +/- 6 seconds.
 CS0409
 CS0409.The orthometric height was determined by differential leveling
 CS0409.and adjusted by the National Geodetic Survey in June 1991..
 CS0409
 CS0409.The geoid height was determined by GEOID03.
 CS0409
 CS0409.The dynamic height is computed by dividing the NAVD 88
 CS0409.geopotential number by the normal gravity value computed on the
 CS0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0409.degrees latitude (g = 980.6199 gals.).
 CS0409
 CS0409.The modeled gravity was interpolated from observed gravity values.
 CS0409
 CS0409;                    North         East    Units  Estimated Accuracy
 CS0409;SPC TXNC     - 2,084,540.      801,440.      MT  (+/- 180 meters Scaled)
 CS0409
 CS0409                          SUPERSEDED SURVEY CONTROL
 CS0409
 CS0409  NGVD 29 (??/??/92)  118.831  (m)          389.86   (f) ADJ UNCH    2 0
 CS0409
 CS0409.Superseded values are not recommended for survey control.
 CS0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0409.See file dsdata.txt to determine how the superseded data were derived.
 CS0409
 CS0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA484890(NAD 83)
 CS0409_MARKER: DB = BENCH MARK DISK
 CS0409_SETTING: 0 = UNSPECIFIED SETTING
 CS0409_STAMPING: Y 969 1946
 CS0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0409
 CS0409  HISTORY     - Date     Condition        Report By
 CS0409  HISTORY     - 1946     MONUMENTED       CGS
 CS0409  HISTORY     - 1960     MARK NOT FOUND   NGS
 CS0409
 CS0409                          STATION DESCRIPTION
 CS0409
 CS0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CS0409'1.5 MI E FROM PEELTOWN.
 CS0409'1.5 MILES EAST ALONG A GRAVELED ROAD FROM THE PEELTOWN SCHOOL AT
 CS0409'PEELTOWN, AT A ROAD INTERSECTION, 93 FEET NORTHWEST OF AND LEVEL WITH
 CS0409'THE CENTERLINE OF THE ROAD, 26 FEET NORTH OF THE CENTERLINE OF A DIRT
 CS0409'ROAD LEADING WEST, 21 FEET NORTHEAST OF A 14-INCH OAK TREE, 6 FEET
 CS0409'NORTH OF A FENCE, 3 FEET SOUTH OF A REA POWER POLE, AND 1 FOOT WEST OF
 CS0409'A 4 X 4-INCH WITNESS POST.  NOTE-- THE DESCRIPTION PLACES THE MARK IN
 CS0409'A WIDE BAR PIT.  IT HAS PROBABLY BEEN DESTROYED BY ROAD CONSTRUCTION
 CS0409'WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0011 ***********************************************************************
 DN0011  DESIGNATION -  Y 97
 DN0011  PID         -  DN0011
 DN0011  STATE/COUNTY-  TX/GRAYSON
 DN0011  USGS QUAD   -  AMBROSE (1984)
 DN0011
 DN0011                         *CURRENT SURVEY CONTROL
 DN0011  ___________________________________________________________________
 DN0011* NAD 83(1986)-  33 38 25.     (N)    096 24 51.     (W)     SCALED    
 DN0011* NAVD 88     -       188.154  (meters)     617.30   (feet)  ADJUSTED  
 DN0011  ___________________________________________________________________
 DN0011  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DN0011  DYNAMIC HT  -         187.953 (meters)     616.64  (feet)  COMP
 DN0011  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 DN0011
 DN0011  VERT ORDER  -  FIRST     CLASS II
 DN0011
 DN0011.The horizontal coordinates were scaled from a topographic map and have
 DN0011.an estimated accuracy of +/- 6 seconds.
 DN0011
 DN0011.The orthometric height was determined by differential leveling
 DN0011.and adjusted by the National Geodetic Survey in June 1991..
 DN0011
 DN0011.The geoid height was determined by GEOID03.
 DN0011
 DN0011.The dynamic height is computed by dividing the NAVD 88
 DN0011.geopotential number by the normal gravity value computed on the
 DN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0011.degrees latitude (g = 980.6199 gals.).
 DN0011
 DN0011.The modeled gravity was interpolated from observed gravity values.
 DN0011
 DN0011;                    North         East    Units  Estimated Accuracy
 DN0011;SPC TXNC     - 2,220,780.      793,480.      MT  (+/- 180 meters Scaled)
 DN0011
 DN0011                          SUPERSEDED SURVEY CONTROL
 DN0011
 DN0011  NGVD 29 (??/??/92)  188.141  (m)          617.26   (f) ADJ UNCH    1 2
 DN0011
 DN0011.Superseded values are not recommended for survey control.
 DN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0011.See file dsdata.txt to determine how the superseded data were derived.
 DN0011
 DN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC398252(NAD 83)
 DN0011_MARKER: DB = BENCH MARK DISK
 DN0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0011_STAMPING: 617.259 Y 97 1933
 DN0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0011+STABILITY: SURFACE MOTION
 DN0011
 DN0011  HISTORY     - Date     Condition        Report By
 DN0011  HISTORY     - 1933     MONUMENTED       CGS
 DN0011  HISTORY     - 1934     GOOD             NGS
 DN0011  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0011
 DN0011                          STATION DESCRIPTION
 DN0011
 DN0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0011'2.4 MI N FROM BELLS.
 DN0011'2.4 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0011'BELLS, GRAYSON COUNTY, 250 FEET SOUTH OF MILEPOST 672, 40 FEET EAST OF
 DN0011'THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 DN0011'617.259 Y 97 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DN0011
 DN0011                          STATION RECOVERY (1934)
 DN0011
 DN0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DN0011'RECOVERED IN GOOD CONDITION.
 DN0011
 DN0011                          STATION RECOVERY (1986)
 DN0011
 DN0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0186 ***********************************************************************
 CS0186  DESIGNATION -  Y 970
 CS0186  PID         -  CS0186
 CS0186  STATE/COUNTY-  TX/KAUFMAN
 CS0186  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0186
 CS0186                         *CURRENT SURVEY CONTROL
 CS0186  ___________________________________________________________________
 CS0186* NAD 83(1986)-  32 44 15.     (N)    096 18 58.     (W)     SCALED    
 CS0186* NAVD 88     -       150.433  (meters)     493.55   (feet)  ADJUSTED  
 CS0186  ___________________________________________________________________
 CS0186  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0186  DYNAMIC HT  -         150.267 (meters)     493.00  (feet)  COMP
 CS0186  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 CS0186
 CS0186  VERT ORDER  -  SECOND    CLASS 0
 CS0186
 CS0186.The horizontal coordinates were scaled from a topographic map and have
 CS0186.an estimated accuracy of +/- 6 seconds.
 CS0186
 CS0186.The orthometric height was determined by differential leveling
 CS0186.and adjusted by the National Geodetic Survey in June 1991..
 CS0186
 CS0186.The geoid height was determined by GEOID03.
 CS0186
 CS0186.The dynamic height is computed by dividing the NAVD 88
 CS0186.geopotential number by the normal gravity value computed on the
 CS0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0186.degrees latitude (g = 980.6199 gals.).
 CS0186
 CS0186.The modeled gravity was interpolated from observed gravity values.
 CS0186
 CS0186;                    North         East    Units  Estimated Accuracy
 CS0186;SPC TXNC     - 2,120,870.      804,660.      MT  (+/- 180 meters Scaled)
 CS0186
 CS0186                          SUPERSEDED SURVEY CONTROL
 CS0186
 CS0186  NGVD 29 (??/??/92)  150.445  (m)          493.58   (f) ADJ UNCH    2 0
 CS0186
 CS0186.Superseded values are not recommended for survey control.
 CS0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0186.See file dsdata.txt to determine how the superseded data were derived.
 CS0186
 CS0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB514253(NAD 83)
 CS0186_MARKER: DB = BENCH MARK DISK
 CS0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0186_STAMPING: Y 970 1946
 CS0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0186+STABILITY: SURFACE MOTION
 CS0186
 CS0186  HISTORY     - Date     Condition        Report By
 CS0186  HISTORY     - 1946     MONUMENTED       CGS
 CS0186  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0186
 CS0186                          STATION DESCRIPTION
 CS0186
 CS0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0186'IN TERRELL.
 CS0186'ONE BLOCK SOUTH ALONG NORTH CATHERINE STREET FROM THE POST OFFICE AT
 CS0186'TERRELL, THENCE 2.3 MILES WEST ALONG U.S. HIGHWAY 80.  AT THE ENTRANCE
 CS0186'TO WALLACE AIRPORT, 114 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CS0186'15 FEET EAST OF THE EAST END OF A GATE ACROSS THE ENTRANCE DRIVE, 35
 CS0186'FEET WEST OF A POWERLINE POLE, 2 FEET SOUTH OF A FENCE, 1 FOOT WEST OF
 CS0186'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY. A STANDARD
 CS0186'DISK, STAMPED Y 970 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS0186'PROJECTING 2 INCHES ABOVE GROUND.
 CS0186
 CS0186                          STATION RECOVERY (1988)
 CS0186
 CS0186'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0132 ***********************************************************************
 CS0132  DESIGNATION -  Y 971
 CS0132  PID         -  CS0132
 CS0132  STATE/COUNTY-  TX/KAUFMAN
 CS0132  USGS QUAD   -  POETRY (1980)
 CS0132
 CS0132                         *CURRENT SURVEY CONTROL
 CS0132  ___________________________________________________________________
 CS0132* NAD 83(1986)-  32 49 19.     (N)    096 12 21.     (W)     SCALED    
 CS0132* NAVD 88     -       149.323  (meters)     489.90   (feet)  ADJUSTED  
 CS0132  ___________________________________________________________________
 CS0132  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CS0132  DYNAMIC HT  -         149.158 (meters)     489.36  (feet)  COMP
 CS0132  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CS0132
 CS0132  VERT ORDER  -  SECOND    CLASS 0
 CS0132
 CS0132.The horizontal coordinates were scaled from a topographic map and have
 CS0132.an estimated accuracy of +/- 6 seconds.
 CS0132
 CS0132.The orthometric height was determined by differential leveling
 CS0132.and adjusted by the National Geodetic Survey in June 1991..
 CS0132
 CS0132.The geoid height was determined by GEOID03.
 CS0132
 CS0132.The dynamic height is computed by dividing the NAVD 88
 CS0132.geopotential number by the normal gravity value computed on the
 CS0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0132.degrees latitude (g = 980.6199 gals.).
 CS0132
 CS0132.The modeled gravity was interpolated from observed gravity values.
 CS0132
 CS0132;                    North         East    Units  Estimated Accuracy
 CS0132;SPC TXNC     - 2,130,450.      814,780.      MT  (+/- 180 meters Scaled)
 CS0132
 CS0132                          SUPERSEDED SURVEY CONTROL
 CS0132
 CS0132  NGVD 29 (??/??/92)  149.329  (m)          489.92   (f) ADJ UNCH    2 0
 CS0132
 CS0132.Superseded values are not recommended for survey control.
 CS0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0132.See file dsdata.txt to determine how the superseded data were derived.
 CS0132
 CS0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB615350(NAD 83)
 CS0132_MARKER: DB = BENCH MARK DISK
 CS0132_SETTING: 0 = UNSPECIFIED SETTING
 CS0132_STAMPING: Y 971 1946
 CS0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0132
 CS0132  HISTORY     - Date     Condition        Report By
 CS0132  HISTORY     - 1946     MONUMENTED       CGS
 CS0132  HISTORY     - 1975     GOOD             USGS
 CS0132
 CS0132                          STATION DESCRIPTION
 CS0132
 CS0132'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 CS0132'7.1 MI N FROM TERRELL.
 CS0132'E. EDGE OF QUINLAN, TEXAS AT HWY. INT. TEXAS 34 AND 276.  THENCE S.
 CS0132'ALONG HWY. 34 FOR 8.41 MI. TO RD. NW.  THENCE RIGHT NW ALONG GRADED
 CS0132'DIRT RD. FOR .84 MI. TO OLD RR GRADE X-ING AND BM SITE. ABOUT 500 FT.
 CS0132'SW AND 46 FT. SE OF OLD GRADE X-ING.  PROJECTING ABOUT 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1367 ***********************************************************************
 BY1367  DESIGNATION -  Y 972
 BY1367  PID         -  BY1367
 BY1367  STATE/COUNTY-  TX/HOUSTON
 BY1367  USGS QUAD   -  CROCKETT (1950)
 BY1367
 BY1367                         *CURRENT SURVEY CONTROL
 BY1367  ___________________________________________________________________
 BY1367* NAD 83(1986)-  31 19 22.     (N)    095 27 55.     (W)     SCALED    
 BY1367* NAVD 88     -        97.164  (meters)     318.78   (feet)  ADJUSTED  
 BY1367  ___________________________________________________________________
 BY1367  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1367  DYNAMIC HT  -          97.042 (meters)     318.38  (feet)  COMP
 BY1367  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 BY1367
 BY1367  VERT ORDER  -  FIRST     CLASS II
 BY1367
 BY1367.The horizontal coordinates were scaled from a topographic map and have
 BY1367.an estimated accuracy of +/- 6 seconds.
 BY1367
 BY1367.The orthometric height was determined by differential leveling
 BY1367.and adjusted by the National Geodetic Survey in June 1991..
 BY1367
 BY1367.The geoid height was determined by GEOID03.
 BY1367
 BY1367.The dynamic height is computed by dividing the NAVD 88
 BY1367.geopotential number by the normal gravity value computed on the
 BY1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1367.degrees latitude (g = 980.6199 gals.).
 BY1367
 BY1367.The modeled gravity was interpolated from observed gravity values.
 BY1367
 BY1367;                    North         East    Units  Estimated Accuracy
 BY1367;SPC TX C     - 3,193,730.    1,163,150.      MT  (+/- 180 meters Scaled)
 BY1367
 BY1367                          SUPERSEDED SURVEY CONTROL
 BY1367
 BY1367  NGVD 29 (??/??/92)   97.150  (m)          318.73   (f) ADJ UNCH    1 2
 BY1367
 BY1367.Superseded values are not recommended for survey control.
 BY1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1367.See file dsdata.txt to determine how the superseded data were derived.
 BY1367
 BY1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ654679(NAD 83)
 BY1367_MARKER: DB = BENCH MARK DISK
 BY1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1367_STAMPING: Y 972 1947
 BY1367_PROJECTION: RECESSED 12 CENTIMETERS
 BY1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1367+STABILITY: SURFACE MOTION
 BY1367
 BY1367  HISTORY     - Date     Condition        Report By
 BY1367  HISTORY     - 1947     MONUMENTED       CGS
 BY1367  HISTORY     - 1960     GOOD             NGS
 BY1367  HISTORY     - 1980     GOOD             NGS
 BY1367
 BY1367                          STATION DESCRIPTION
 BY1367
 BY1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1367'0.6 MI N FROM CROCKETT.
 BY1367'ABOUT 0.6 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1367'STATION AT CROCKETT, 52 FEET WEST-NORTHWEST OF THE PEASE STREET
 BY1367'CROSSING, 75 FEET WEST-NORTHWEST OF THE FIFTH TELEPHONE POLE NORTHWEST
 BY1367'OF MILEPOST 37, 13 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 BY1367'TRACK, 33 FEET NORTH OF THE CENTER LINE OF PEASE STREET, 2 FEET
 BY1367'NORTHWEST OF THE NORTHWEST SIDE OF A BATTERY BOX, AND IN THE TOP OF A
 BY1367'CONCRETE POST FLUSH WITH THE GROUND.
 BY1367
 BY1367                          STATION RECOVERY (1980)
 BY1367
 BY1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1367'0.3 KM. (0.2 MI.) NORTH ALONG U.S. HIGHWAY 287 AND STATE HIGHWAY 19
 BY1367'FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, THENCE 0.65 KM.
 BY1367'(0.4 MI.) NORTHWEST ALONG PEASE STREET, AT A MISSOURI PACIFIC RAILROAD
 BY1367'CROSSING, 9.5 M. (31.1 FT.) NORTH OF THE CENTERLINE OF THE STREET,
 BY1367'4.5 M. (14.9 FT.) WEST OF THE NORTHWEST RAIL, 9.8 M. (32.3 FT.)
 BY1367'EAST-SOUTHEAST OF A POWERLINE POLE, 0.9 M. (2.9 FT.) SOUTH OF THE
 BY1367'SOUTHWEST CORNER OF A RAILROAD SIGNAL BOX.
 BY1367'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BY1367'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1400 ***********************************************************************
 BL1400  DESIGNATION -  Y 973
 BL1400  PID         -  BL1400
 BL1400  STATE/COUNTY-  TX/SAN JACINTO
 BL1400  USGS QUAD   -  BEAR CREEK (1976)
 BL1400
 BL1400                         *CURRENT SURVEY CONTROL
 BL1400  ___________________________________________________________________
 BL1400* NAD 83(1986)-  30 23 24.     (N)    095 12 36.     (W)     SCALED    
 BL1400* NAVD 88     -        63.67   (+/-2cm)     208.9    (feet)  VERTCON   
 BL1400  ___________________________________________________________________
 BL1400  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL1400
 BL1400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1400
 BL1400.The horizontal coordinates were scaled from a topographic map and have
 BL1400.an estimated accuracy of +/- 6 seconds.
 BL1400
 BL1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1400.The vertical order pertains to the NGVD 29 superseded value.
 BL1400
 BL1400.The geoid height was determined by GEOID03.
 BL1400
 BL1400;                    North         East    Units  Estimated Accuracy
 BL1400;SPC TX C     - 3,091,520.    1,192,180.      MT  (+/- 180 meters Scaled)
 BL1400
 BL1400                          SUPERSEDED SURVEY CONTROL
 BL1400
 BL1400  NGVD 29 (??/??/92)   63.672  (m)          208.90   (f) ADJ UNCH    2 0
 BL1400
 BL1400.Superseded values are not recommended for survey control.
 BL1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1400.See file dsdata.txt to determine how the superseded data were derived.
 BL1400
 BL1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP876640(NAD 83)
 BL1400_MARKER: DB = BENCH MARK DISK
 BL1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1400_STAMPING: Y 973 1947
 BL1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1400+STABILITY: SURFACE MOTION
 BL1400
 BL1400  HISTORY     - Date     Condition        Report By
 BL1400  HISTORY     - 1947     MONUMENTED       CGS
 BL1400
 BL1400                          STATION DESCRIPTION
 BL1400
 BL1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1400'7.7 MI NW FROM FOSTORIA.
 BL1400'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1400'FOSTORIA, THENCE 5.5 MILES NORTH ALONG A DIRT ROAD, 44.6 FEET NORTH OF
 BL1400'A 20-INCH PINE TREE WITH A TRIANGULAR BLAZE, 22.0 FEET SOUTHEAST OF A
 BL1400'16-INCH PINE TREE WITH A TRIANGULAR BLAZE, 22.0 FEET NORTHWEST OF AND
 BL1400'1.0 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 10-INCH PINE TREE
 BL1400'WITH A TRIANGULAR BLAZE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN
 BL1400'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1026 ***********************************************************************
 BL1026  DESIGNATION -  Y 975
 BL1026  PID         -  BL1026
 BL1026  STATE/COUNTY-  TX/WALKER
 BL1026  USGS QUAD   -  NEW WAVERLY (1976)
 BL1026
 BL1026                         *CURRENT SURVEY CONTROL
 BL1026  ___________________________________________________________________
 BL1026* NAD 83(1986)-  30 32 07.     (N)    095 27 18.     (W)     SCALED    
 BL1026* NAVD 88     -       110.63   (+/-2cm)     363.0    (feet)  VERTCON   
 BL1026  ___________________________________________________________________
 BL1026  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL1026
 BL1026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1026
 BL1026.The horizontal coordinates were scaled from a topographic map and have
 BL1026.an estimated accuracy of +/- 6 seconds.
 BL1026
 BL1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1026.The vertical order pertains to the NGVD 29 superseded value.
 BL1026
 BL1026.The geoid height was determined by GEOID03.
 BL1026
 BL1026;                    North         East    Units  Estimated Accuracy
 BL1026;SPC TX C     - 3,106,550.    1,167,960.      MT  (+/- 180 meters Scaled)
 BL1026
 BL1026                          SUPERSEDED SURVEY CONTROL
 BL1026
 BL1026  NGVD 29 (??/??/92)  110.634  (m)          362.97   (f) ADJ UNCH    2 0
 BL1026
 BL1026.Superseded values are not recommended for survey control.
 BL1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1026.See file dsdata.txt to determine how the superseded data were derived.
 BL1026
 BL1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP644806(NAD 83)
 BL1026_MARKER: DB = BENCH MARK DISK
 BL1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1026_STAMPING: Y 975 1947
 BL1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1026+STABILITY: SURFACE MOTION
 BL1026
 BL1026  HISTORY     - Date     Condition        Report By
 BL1026  HISTORY     - 1947     MONUMENTED       CGS
 BL1026  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 BL1026
 BL1026                          STATION DESCRIPTION
 BL1026
 BL1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1026'1.8 MI E FROM NEW WAVERLY.
 BL1026'1.8 MILES EAST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT
 BL1026'NEW WAVERLY, 0.1 MILE EAST OF A JUNCTION WITH A ROAD LEADING NORTH, 57
 BL1026'YARDS SOUTH OF A HOUSE, 57.0 FEET NORTH OF AND 1.0 FOOT HIGHER THAN
 BL1026'THE CENTER LINE OF THE HIGHWAY, 30.0 FEET EAST OF THE EAST END OF A
 BL1026'CATTLE GUARD, 13.0 FEET SOUTHEAST OF A POWER POLE, 1.8 FEET WEST OF A
 BL1026'WITNESS POST, 1.5 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 BL1026'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 BL1026
 BL1026                          STATION RECOVERY (2002)
 BL1026
 BL1026'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BL1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0978 ***********************************************************************
 BL0978  DESIGNATION -  Y 976
 BL0978  PID         -  BL0978
 BL0978  STATE/COUNTY-  TX/SAN JACINTO
 BL0978  USGS QUAD   -  OAKHURST (1972)
 BL0978
 BL0978                         *CURRENT SURVEY CONTROL
 BL0978  ___________________________________________________________________
 BL0978* NAD 83(1986)-  30 44 30.     (N)    095 18 55.     (W)     SCALED    
 BL0978* NAVD 88     -       110.84   (+/-2cm)     363.6    (feet)  VERTCON   
 BL0978  ___________________________________________________________________
 BL0978  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL0978
 BL0978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0978
 BL0978.The horizontal coordinates were scaled from a topographic map and have
 BL0978.an estimated accuracy of +/- 6 seconds.
 BL0978
 BL0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0978.The vertical order pertains to the NGVD 29 superseded value.
 BL0978
 BL0978.The geoid height was determined by GEOID03.
 BL0978
 BL0978;                    North         East    Units  Estimated Accuracy
 BL0978;SPC TX C     - 3,130,010.    1,180,320.      MT  (+/- 180 meters Scaled)
 BL0978
 BL0978                          SUPERSEDED SURVEY CONTROL
 BL0978
 BL0978  NGVD 29 (??/??/92)  110.850  (m)          363.68   (f) ADJ UNCH    2 0
 BL0978
 BL0978.Superseded values are not recommended for survey control.
 BL0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0978.See file dsdata.txt to determine how the superseded data were derived.
 BL0978
 BL0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ783032(NAD 83)
 BL0978_MARKER: DB = BENCH MARK DISK
 BL0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0978_STAMPING: Y 976 1947
 BL0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0978+STABILITY: SURFACE MOTION
 BL0978
 BL0978  HISTORY     - Date     Condition        Report By
 BL0978  HISTORY     - 1947     MONUMENTED       CGS
 BL0978  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL0978
 BL0978                          STATION DESCRIPTION
 BL0978
 BL0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0978'0.4 MI NW FROM OAKHURST.
 BL0978'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0978'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO THE
 BL0978'JUNCTION WITH U. S. HIGHWAY NO. 190, 61.0 FEET EAST OF THE CENTER LINE
 BL0978'OF THE DIRT ROAD, 59.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 BL0978'44.0 FEET EAST OF THE EAST END OF A CONCRETE CULVERT, 42.0 FEET
 BL0978'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 4.0 FEET SOUTH OF A
 BL0978'POWER LINE POLE, 3.0 FEET WEST OF A FENCE, 2.0 FEET NORTH OF A
 BL0978'REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 BL0978'0.1 FOOT ABOVE THE GROUND.
 BL0978
 BL0978                          STATION RECOVERY (1961)
 BL0978
 BL0978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1402 ***********************************************************************
 BY1402  DESIGNATION -  Y 977
 BY1402  PID         -  BY1402
 BY1402  STATE/COUNTY-  TX/HOUSTON
 BY1402  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1402
 BY1402                         *CURRENT SURVEY CONTROL
 BY1402  ___________________________________________________________________
 BY1402* NAD 83(1986)-  31 04 47.     (N)    095 24 59.     (W)     SCALED    
 BY1402* NAVD 88     -        74.20   (+/-2cm)     243.4    (feet)  VERTCON   
 BY1402  ___________________________________________________________________
 BY1402  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY1402
 BY1402  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1402
 BY1402.The horizontal coordinates were scaled from a topographic map and have
 BY1402.an estimated accuracy of +/- 6 seconds.
 BY1402
 BY1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1402.The vertical order pertains to the NGVD 29 superseded value.
 BY1402
 BY1402.The geoid height was determined by GEOID03.
 BY1402
 BY1402;                    North         East    Units  Estimated Accuracy
 BY1402;SPC TX C     - 3,167,010.    1,168,990.      MT  (+/- 180 meters Scaled)
 BY1402
 BY1402                          SUPERSEDED SURVEY CONTROL
 BY1402
 BY1402  NGVD 29 (??/??/92)   74.210  (m)          243.47   (f) ADJ UNCH    1 2
 BY1402
 BY1402.Superseded values are not recommended for survey control.
 BY1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1402.See file dsdata.txt to determine how the superseded data were derived.
 BY1402
 BY1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ694409(NAD 83)
 BY1402_MARKER: DB = BENCH MARK DISK
 BY1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1402_STAMPING: Y 977 1947
 BY1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1402+STABILITY: SURFACE MOTION
 BY1402
 BY1402  HISTORY     - Date     Condition        Report By
 BY1402  HISTORY     - 1947     MONUMENTED       CGS
 BY1402  HISTORY     - 1960     GOOD             NGS
 BY1402
 BY1402                          STATION DESCRIPTION
 BY1402
 BY1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1402'3.8 MI SE FROM LOVELADY.
 BY1402'ABOUT 3.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1402'STATION AT LOVELADY, AT THE TOP OF A SLIGHT HILL, NORTHEAST AND ACROSS
 BY1402'THE TRACK FROM MILEPOST 55, 37 1/2 FEET NORTHEAST OF THE NORTHEAST
 BY1402'RAIL, 79 FEET EAST-SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 BY1402'11 FEET SOUTHWEST OF A FENCE, 7 1/2 FEET NORTH OF A TELEPHONE POLE,
 BY1402'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE
 BY1402'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1898 ***********************************************************************
 BY1898  DESIGNATION -  Y 978
 BY1898  PID         -  BY1898
 BY1898  STATE/COUNTY-  TX/HOUSTON
 BY1898  USGS QUAD   -  AUSTONIO (1972)
 BY1898
 BY1898                         *CURRENT SURVEY CONTROL
 BY1898  ___________________________________________________________________
 BY1898* NAD 83(1986)-  31 13 23.     (N)    095 37 44.     (W)     SCALED    
 BY1898* NAVD 88     -        99.28   (+/-2cm)     325.7    (feet)  VERTCON   
 BY1898  ___________________________________________________________________
 BY1898  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1898
 BY1898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1898
 BY1898.The horizontal coordinates were scaled from a topographic map and have
 BY1898.an estimated accuracy of +/- 6 seconds.
 BY1898
 BY1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1898.The vertical order pertains to the NGVD 29 superseded value.
 BY1898
 BY1898.The geoid height was determined by GEOID03.
 BY1898
 BY1898;                    North         East    Units  Estimated Accuracy
 BY1898;SPC TX C     - 3,182,010.    1,148,060.      MT  (+/- 180 meters Scaled)
 BY1898
 BY1898                          SUPERSEDED SURVEY CONTROL
 BY1898
 BY1898  NGVD 29 (??/??/92)   99.280  (m)          325.72   (f) ADJ UNCH    2 0
 BY1898
 BY1898.Superseded values are not recommended for survey control.
 BY1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1898.See file dsdata.txt to determine how the superseded data were derived.
 BY1898
 BY1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ495573(NAD 83)
 BY1898_MARKER: DB = BENCH MARK DISK
 BY1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1898_STAMPING: Y 978 1947
 BY1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1898+STABILITY: SURFACE MOTION
 BY1898
 BY1898  HISTORY     - Date     Condition        Report By
 BY1898  HISTORY     - 1947     MONUMENTED       CGS
 BY1898
 BY1898                          STATION DESCRIPTION
 BY1898
 BY1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1898'3.0 MI NE FROM AUSTONIO.
 BY1898'2.2 MILES NORTHEAST ALONG STATE HIGHWAY NO.21 AND 0.8 MILE NORTHWEST
 BY1898'ALONG A GRAVEL AND DIRT ROAD FROM THE AUSTONIO HIGH SCHOOL AT
 BY1898'AUSTONIO, 0.1 MILE SOUTHEAST OF A RIGHT ANGLE TURN IN THE ROAD, 300
 BY1898'FEET SOUTHEAST OF THE ENTRANCE TO A FARM HOUSE, AT THE TOP OF A
 BY1898'PROMINENT HILL, 21.0 FEET NORTHEAST OF THE CENTER OF THE ROAD, 3.0
 BY1898'FEET NORTHEAST OF THE NORTHEAST RIGHT OF WAY FENCE, 2.0 FEET SOUTHEAST
 BY1898'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 BY1898'AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1759 ***********************************************************************
 BL1759  DESIGNATION -  Y 979
 BL1759  PID         -  BL1759
 BL1759  STATE/COUNTY-  TX/MADISON
 BL1759  USGS QUAD   -  BAKER LAKE (1972)
 BL1759
 BL1759                         *CURRENT SURVEY CONTROL
 BL1759  ___________________________________________________________________
 BL1759* NAD 83(1986)-  30 57 27.     (N)    095 42 23.     (W)     SCALED    
 BL1759* NAVD 88     -        66.86   (+/-2cm)     219.4    (feet)  VERTCON   
 BL1759  ___________________________________________________________________
 BL1759  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BL1759
 BL1759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1759
 BL1759.The horizontal coordinates were scaled from a topographic map and have
 BL1759.an estimated accuracy of +/- 6 seconds.
 BL1759
 BL1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1759.The vertical order pertains to the NGVD 29 superseded value.
 BL1759
 BL1759.The geoid height was determined by GEOID03.
 BL1759
 BL1759;                    North         East    Units  Estimated Accuracy
 BL1759;SPC TX C     - 3,152,290.    1,141,910.      MT  (+/- 180 meters Scaled)
 BL1759
 BL1759                          SUPERSEDED SURVEY CONTROL
 BL1759
 BL1759  NGVD 29 (??/??/92)   66.859  (m)          219.35   (f) ADJ UNCH    2 0
 BL1759
 BL1759.Superseded values are not recommended for survey control.
 BL1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1759.See file dsdata.txt to determine how the superseded data were derived.
 BL1759
 BL1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ414280(NAD 83)
 BL1759_MARKER: DB = BENCH MARK DISK
 BL1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1759_STAMPING: Y 979 1947
 BL1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1759+STABILITY: SURFACE MOTION
 BL1759
 BL1759  HISTORY     - Date     Condition        Report By
 BL1759  HISTORY     - 1947     MONUMENTED       CGS
 BL1759  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1759
 BL1759                          STATION DESCRIPTION
 BL1759
 BL1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1759'5.8 MI SE FROM MIDWAY.
 BL1759'5.8 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1759'AT MIDWAY, 0.4 MILE SOUTHEAST OF THE HEADQUARTERS BUILDING AT THE
 BL1759'FERGUSON STATE PRISON FARM, 200.0 FEET SOUTHEAST OF THE CENTER OF A
 BL1759'DIRT ROAD LEADING WEST, 50.0 FEET SOUTHWEST OF THE CENTER OF THE MAIN
 BL1759'ROAD, 23.5 FEET NORTHWEST OF THE CENTER OF A LARGE WOODEN GATE IN THE
 BL1759'SOUTHWEST RIGHT OF WAY FENCE, 2.5 FEET NORTHWEST OF A REFERENCE POST,
 BL1759'1.0 FOOT NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE, SET IN A
 BL1759'CONCRETE POST ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 BL1759
 BL1759                          STATION RECOVERY (1996)
 BL1759
 BL1759'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0981 ***********************************************************************
 BY0981  DESIGNATION -  Y 98
 BY0981  PID         -  BY0981
 BY0981  STATE/COUNTY-  TX/ANGELINA
 BY0981  USGS QUAD   -  HUNTINGTON (1980)
 BY0981
 BY0981                         *CURRENT SURVEY CONTROL
 BY0981  ___________________________________________________________________
 BY0981* NAD 83(1986)-  31 20 41.     (N)    094 36 52.     (W)     SCALED    
 BY0981* NAVD 88     -        92.85   (+/-2cm)     304.6    (feet)  VERTCON   
 BY0981  ___________________________________________________________________
 BY0981  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY0981
 BY0981  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0981
 BY0981.The horizontal coordinates were scaled from a topographic map and have
 BY0981.an estimated accuracy of +/- 6 seconds.
 BY0981
 BY0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0981.The vertical order pertains to the NGVD 29 superseded value.
 BY0981
 BY0981.The geoid height was determined by GEOID03.
 BY0981
 BY0981;                    North         East    Units  Estimated Accuracy
 BY0981;SPC TX C     - 3,200,010.    1,243,910.      MT  (+/- 180 meters Scaled)
 BY0981
 BY0981                          SUPERSEDED SURVEY CONTROL
 BY0981
 BY0981  NGVD 29 (??/??/92)   92.892  (m)          304.76   (f) ADJ UNCH    2 0
 BY0981
 BY0981.Superseded values are not recommended for survey control.
 BY0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0981.See file dsdata.txt to determine how the superseded data were derived.
 BY0981
 BY0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ464689(NAD 83)
 BY0981_MARKER: DB = BENCH MARK DISK
 BY0981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0981_SP_SET: ABUTMENT
 BY0981_STAMPING: Y 98 1952
 BY0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0981
 BY0981  HISTORY     - Date     Condition        Report By
 BY0981  HISTORY     - 1952     MONUMENTED       CGS
 BY0981
 BY0981                          STATION DESCRIPTION
 BY0981
 BY0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0981'5.3 MI NW FROM HUNTINGTON.
 BY0981'5.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0981'STATION AT HUNTINGTON, AT DUNAGAN JUNCTION, 1 POLE NORTH OF MILEPOST
 BY0981'132, 7.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF THE
 BY0981'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A STEEL AND CONCRETE
 BY0981'OVERPASS OVER STATE HIGHWAY 103.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0587 ***********************************************************************
 BL0587  DESIGNATION -  Y 980
 BL0587  PID         -  BL0587
 BL0587  STATE/COUNTY-  TX/POLK
 BL0587  USGS QUAD   -  GOODRICH (1984)
 BL0587
 BL0587                         *CURRENT SURVEY CONTROL
 BL0587  ___________________________________________________________________
 BL0587* NAD 83(1986)-  30 37 21.     (N)    094 58 59.     (W)     SCALED    
 BL0587* NAVD 88     -        43.76   (+/-2cm)     143.6    (feet)  VERTCON   
 BL0587  ___________________________________________________________________
 BL0587  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0587
 BL0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0587
 BL0587.The horizontal coordinates were scaled from a topographic map and have
 BL0587.an estimated accuracy of +/- 6 seconds.
 BL0587
 BL0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0587.The vertical order pertains to the NGVD 29 superseded value.
 BL0587
 BL0587.The geoid height was determined by GEOID03.
 BL0587
 BL0587;                    North         East    Units  Estimated Accuracy
 BL0587;SPC TX C     - 3,118,290.    1,212,730.      MT  (+/- 180 meters Scaled)
 BL0587
 BL0587                          SUPERSEDED SURVEY CONTROL
 BL0587
 BL0587  NGVD 29 (??/??/92)   43.779  (m)          143.63   (f) ADJ UNCH    2 0
 BL0587
 BL0587.Superseded values are not recommended for survey control.
 BL0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0587.See file dsdata.txt to determine how the superseded data were derived.
 BL0587
 BL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP099894(NAD 83)
 BL0587_MARKER: DB = BENCH MARK DISK
 BL0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0587_STAMPING: Y 980 1947
 BL0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0587+STABILITY: SURFACE MOTION
 BL0587
 BL0587  HISTORY     - Date     Condition        Report By
 BL0587  HISTORY     - 1947     MONUMENTED       CGS
 BL0587  HISTORY     - 1958     MARK NOT FOUND   USGS
 BL0587  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0587
 BL0587                          STATION DESCRIPTION
 BL0587
 BL0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0587'2.8 MI W FROM GOODRICH.
 BL0587'0.8 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0587'GOODRICH, THENCE 2.0 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 116.0
 BL0587'FEET EAST OF A 24 INCH OAK TREE, 44.0 FEET NORTH OF AND LEVEL WITH THE
 BL0587'CENTER LINE OF THE ROAD, 30.7 FEET SOUTH OF A FENCE CORNER, 10.3 FEET
 BL0587'NORTH OF THE NORTH END OF A BOARD GATE, 1.8 FEET EAST OF A FENCE, 1.8
 BL0587'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0587'PROJECTS 2 INCHES ABOVE THE GROUND.
 BL0587
 BL0587                          STATION RECOVERY (1958)
 BL0587
 BL0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL0587'MARK NOT FOUND.
 BL0587
 BL0587                          STATION RECOVERY (1997)
 BL0587
 BL0587'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1016 ***********************************************************************
 BL1016  DESIGNATION -  Y 981
 BL1016  PID         -  BL1016
 BL1016  STATE/COUNTY-  TX/SAN JACINTO
 BL1016  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1016
 BL1016                         *CURRENT SURVEY CONTROL
 BL1016  ___________________________________________________________________
 BL1016* NAD 83(1986)-  30 44 19.     (N)    095 12 24.     (W)     SCALED    
 BL1016* NAVD 88     -        36.86   (+/-2cm)     120.9    (feet)  VERTCON   
 BL1016  ___________________________________________________________________
 BL1016  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL1016
 BL1016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1016
 BL1016.The horizontal coordinates were scaled from a topographic map and have
 BL1016.an estimated accuracy of +/- 6 seconds.
 BL1016
 BL1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1016.The vertical order pertains to the NGVD 29 superseded value.
 BL1016
 BL1016.The geoid height was determined by GEOID03.
 BL1016
 BL1016;                    North         East    Units  Estimated Accuracy
 BL1016;SPC TX C     - 3,130,140.    1,190,720.      MT  (+/- 180 meters Scaled)
 BL1016
 BL1016                          SUPERSEDED SURVEY CONTROL
 BL1016
 BL1016  NGVD 29 (??/??/92)   36.879  (m)          120.99   (f) ADJ UNCH    2 0
 BL1016
 BL1016.Superseded values are not recommended for survey control.
 BL1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1016.See file dsdata.txt to determine how the superseded data were derived.
 BL1016
 BL1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ887027(NAD 83)
 BL1016_MARKER: DB = BENCH MARK DISK
 BL1016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1016_SP_SET: CULVERT
 BL1016_STAMPING: Y 981 1947
 BL1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1016
 BL1016  HISTORY     - Date     Condition        Report By
 BL1016  HISTORY     - 1947     MONUMENTED       CGS
 BL1016
 BL1016                          STATION DESCRIPTION
 BL1016
 BL1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1016'0.6 MI SE FROM POINT BLANK.
 BL1016'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE AT
 BL1016'POINT BLANK, 16.3 FEET NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF
 BL1016'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF
 BL1016'THE NORTHEAST HEADWALL OF A 4 X 12 FOOT CONCRETE CULVERT, 1.5 FEET
 BL1016'SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1084 ***********************************************************************
 BL1084  DESIGNATION -  Y 982
 BL1084  PID         -  BL1084
 BL1084  STATE/COUNTY-  TX/SAN JACINTO
 BL1084  USGS QUAD   -  OAKHURST (1972)
 BL1084
 BL1084                         *CURRENT SURVEY CONTROL
 BL1084  ___________________________________________________________________
 BL1084* NAD 83(1986)-  30 38 41.     (N)    095 19 53.     (W)     SCALED    
 BL1084* NAVD 88     -       107.48   (+/-2cm)     352.6    (feet)  VERTCON   
 BL1084  ___________________________________________________________________
 BL1084  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1084
 BL1084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1084
 BL1084.The horizontal coordinates were scaled from a topographic map and have
 BL1084.an estimated accuracy of +/- 6 seconds.
 BL1084
 BL1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1084.The vertical order pertains to the NGVD 29 superseded value.
 BL1084
 BL1084.The geoid height was determined by GEOID03.
 BL1084
 BL1084;                    North         East    Units  Estimated Accuracy
 BL1084;SPC TX C     - 3,119,200.    1,179,260.      MT  (+/- 180 meters Scaled)
 BL1084
 BL1084                          SUPERSEDED SURVEY CONTROL
 BL1084
 BL1084  NGVD 29 (??/??/92)  107.486  (m)          352.64   (f) ADJ UNCH    2 0
 BL1084
 BL1084.Superseded values are not recommended for survey control.
 BL1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1084.See file dsdata.txt to determine how the superseded data were derived.
 BL1084
 BL1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP765925(NAD 83)
 BL1084_MARKER: DB = BENCH MARK DISK
 BL1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1084_STAMPING: Y 982 1947
 BL1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1084+STABILITY: SURFACE MOTION
 BL1084
 BL1084  HISTORY     - Date     Condition        Report By
 BL1084  HISTORY     - 1947     MONUMENTED       CGS
 BL1084
 BL1084                          STATION DESCRIPTION
 BL1084
 BL1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1084'9.5 MI SE FROM PHELPS.
 BL1084'1.6 MILES EAST ALONG A GRADED DIRT ROAD FROM THE INTERNATIONAL AND
 BL1084'GREAT NORTHERN RAILROAD STATION AT PHELPS TO A ROAD FORKS, THENCE 3.7
 BL1084'MILES EAST ALONG THE RIGHT FORK TO A JUNCTION WITH SAM HOUSTON
 BL1084'NATIONAL FOREST ROAD 202, THENCE 3.4 MILES SOUTH ALONG SAM HOUSTON
 BL1084'NATIONAL FOREST ROAD 202 TO A JUNCTION WITH SAM HOUSTON NATIONAL
 BL1084'FOREST ROAD 200, THENCE 0.8 MILE EAST ALONG SAM HOUSTON NATIONAL
 BL1084'FOREST ROAD 202, 1.0 MILE NORTHWEST OF BENCH MARK Z 982, 29.0 FEET
 BL1084'SOUTH OF THE CENTER LINE OF THE ROAD, 27.0 FEET NORTHEAST OF A 14 INCH
 BL1084'PINE TREE, 11.0 FEET EAST OF A 16 INCH PINE TREE, 3.0 FEET SOUTHWEST
 BL1084'OF A WITNESS POST, IN LINE WITH THE CENTER LINE OF A DIRT ROAD LEADING
 BL1084'EAST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BL1084'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1767 ***********************************************************************
 BL1767  DESIGNATION -  Y 983
 BL1767  PID         -  BL1767
 BL1767  STATE/COUNTY-  TX/WALKER
 BL1767  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1767
 BL1767                         *CURRENT SURVEY CONTROL
 BL1767  ___________________________________________________________________
 BL1767* NAD 83(1986)-  30 51 51.     (N)    095 39 23.     (W)     SCALED    
 BL1767* NAVD 88     -        85.54   (+/-2cm)     280.6    (feet)  VERTCON   
 BL1767  ___________________________________________________________________
 BL1767  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BL1767
 BL1767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1767
 BL1767.The horizontal coordinates were scaled from a topographic map and have
 BL1767.an estimated accuracy of +/- 6 seconds.
 BL1767
 BL1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1767.The vertical order pertains to the NGVD 29 superseded value.
 BL1767
 BL1767.The geoid height was determined by GEOID03.
 BL1767
 BL1767;                    North         East    Units  Estimated Accuracy
 BL1767;SPC TX C     - 3,142,150.    1,147,120.      MT  (+/- 180 meters Scaled)
 BL1767
 BL1767                          SUPERSEDED SURVEY CONTROL
 BL1767
 BL1767  NGVD 29 (??/??/92)   85.545  (m)          280.66   (f) ADJ UNCH    2 0
 BL1767
 BL1767.Superseded values are not recommended for survey control.
 BL1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1767.See file dsdata.txt to determine how the superseded data were derived.
 BL1767
 BL1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ460175(NAD 83)
 BL1767_MARKER: DB = BENCH MARK DISK
 BL1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1767_STAMPING: Y 983 1947
 BL1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1767+STABILITY: SURFACE MOTION
 BL1767
 BL1767  HISTORY     - Date     Condition        Report By
 BL1767  HISTORY     - 1947     MONUMENTED       CGS
 BL1767  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1767
 BL1767                          STATION DESCRIPTION
 BL1767
 BL1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1767'13.2 MI SE FROM MIDWAY.
 BL1767'13.2 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1767'AT MIDWAY, AT THE TOP OF A PROMINENT SANDY KNOLL, 61 FEET SOUTHWEST OF
 BL1767'THE CENTER LINE OF THE ROAD, 4 FEET NORTHWEST OF A 4X4 MARKER POST, 3
 BL1767'FEET ABOVE THE ROAD, 1 FOOT NORTHEAST OF THE SOUTHWEST RIGHT OF WAY
 BL1767'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BL1767'THE GROUND.
 BL1767
 BL1767                          STATION RECOVERY (1996)
 BL1767
 BL1767'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1799 ***********************************************************************
 BL1799  DESIGNATION -  Y 984
 BL1799  PID         -  BL1799
 BL1799  STATE/COUNTY-  TX/WALKER
 BL1799  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1799
 BL1799                         *CURRENT SURVEY CONTROL
 BL1799  ___________________________________________________________________
 BL1799* NAD 83(1986)-  30 47 31.     (N)    095 32 09.     (W)     SCALED    
 BL1799* NAVD 88     -        87.58   (+/-2cm)     287.3    (feet)  VERTCON   
 BL1799  ___________________________________________________________________
 BL1799  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1799
 BL1799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1799
 BL1799.The horizontal coordinates were scaled from a topographic map and have
 BL1799.an estimated accuracy of +/- 6 seconds.
 BL1799
 BL1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1799.The vertical order pertains to the NGVD 29 superseded value.
 BL1799
 BL1799.The geoid height was determined by GEOID03.
 BL1799
 BL1799;                    North         East    Units  Estimated Accuracy
 BL1799;SPC TX C     - 3,134,640.    1,158,980.      MT  (+/- 180 meters Scaled)
 BL1799
 BL1799                          SUPERSEDED SURVEY CONTROL
 BL1799
 BL1799  NGVD 29 (??/??/92)   87.582  (m)          287.34   (f) ADJ UNCH    2 0
 BL1799
 BL1799.Superseded values are not recommended for survey control.
 BL1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1799.See file dsdata.txt to determine how the superseded data were derived.
 BL1799
 BL1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ573092(NAD 83)
 BL1799_MARKER: DB = BENCH MARK DISK
 BL1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1799_STAMPING: Y 984 1947
 BL1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1799+STABILITY: SURFACE MOTION
 BL1799
 BL1799  HISTORY     - Date     Condition        Report By
 BL1799  HISTORY     - 1947     MONUMENTED       CGS
 BL1799  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1799
 BL1799                          STATION DESCRIPTION
 BL1799
 BL1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1799'4.6 MI N FROM HUNTSVILLE.
 BL1799'1.8 MILE NORTH ALONG A FARM TO MARKET ROAD AND 2.8 MILES NORTH ALONG A
 BL1799'GRAVEL AND DIRT ROAD FROM THE HIGH SCHOOL AT HUNTSVILLE, AT THE
 BL1799'JUNCTION OF A PRIVATE ROAD LEADING WEST TO A FARM HOUSE, 43.0 FEET
 BL1799'WEST OF THE CENTER OF THE MAIN ROAD, 10.5 FEET NORTH OF THE CENTER OF
 BL1799'THE PRIVATE ROAD, 24.0 FEET EAST OF A 1 1/2-FOOT OAK TREE, 4.7 FEET
 BL1799'NORTHEAST OF A 10-INCH MULBERRY TREE, 2.3 FEET SOUTH OF A REFERENCE
 BL1799'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BL1799'PROJECTING 0.2 FOOT.
 BL1799
 BL1799                          STATION RECOVERY (1996)
 BL1799
 BL1799'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1074 ***********************************************************************
 BL1074  DESIGNATION -  Y 986
 BL1074  PID         -  BL1074
 BL1074  STATE/COUNTY-  TX/POLK
 BL1074  USGS QUAD   -  BLANCHARD (1972)
 BL1074
 BL1074                         *CURRENT SURVEY CONTROL
 BL1074  ___________________________________________________________________
 BL1074* NAD 83(1986)-  30 42 55.     (N)    095 03 25.     (W)     SCALED    
 BL1074* NAVD 88     -        46.71   (+/-2cm)     153.2    (feet)  VERTCON   
 BL1074  ___________________________________________________________________
 BL1074  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1074
 BL1074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1074
 BL1074.The horizontal coordinates were scaled from a topographic map and have
 BL1074.an estimated accuracy of +/- 6 seconds.
 BL1074
 BL1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1074.The vertical order pertains to the NGVD 29 superseded value.
 BL1074
 BL1074.The geoid height was determined by GEOID03.
 BL1074
 BL1074;                    North         East    Units  Estimated Accuracy
 BL1074;SPC TX C     - 3,128,230.    1,205,170.      MT  (+/- 180 meters Scaled)
 BL1074
 BL1074                          SUPERSEDED SURVEY CONTROL
 BL1074
 BL1074  NGVD 29 (??/??/92)   46.730  (m)          153.31   (f) ADJ UNCH    2 0
 BL1074
 BL1074.Superseded values are not recommended for survey control.
 BL1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1074.See file dsdata.txt to determine how the superseded data were derived.
 BL1074
 BL1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP030998(NAD 83)
 BL1074_MARKER: DB = BENCH MARK DISK
 BL1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1074_STAMPING: Y 986 1947
 BL1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1074+STABILITY: SURFACE MOTION
 BL1074
 BL1074  HISTORY     - Date     Condition        Report By
 BL1074  HISTORY     - 1947     MONUMENTED       CGS
 BL1074  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL1074
 BL1074                          STATION DESCRIPTION
 BL1074
 BL1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1074'1.8 MI S FROM BLANCHARD.
 BL1074'0.2 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL1074'BLANCHARD, THENCE 1.6 MILES SOUTH ALONG A GRADED DIRT ROAD, 84.5 FEET
 BL1074'NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN CULVERT, 48.9 FEET SOUTH
 BL1074'OF A 14 INCH WILLOW TREE, 36.0 FEET EAST OF AND LEVEL WITH THE CENTER
 BL1074'LINE OF THE ROAD, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 BL1074'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 BL1074
 BL1074                          STATION RECOVERY (1997)
 BL1074
 BL1074'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1688 ***********************************************************************
 BL1688  DESIGNATION -  Y 987
 BL1688  PID         -  BL1688
 BL1688  STATE/COUNTY-  TX/WALKER
 BL1688  USGS QUAD   -  HUNTSVILLE (1976)
 BL1688
 BL1688                         *CURRENT SURVEY CONTROL
 BL1688  ___________________________________________________________________
 BL1688* NAD 83(1986)-  30 42 47.     (N)    095 32 06.     (W)     SCALED    
 BL1688* NAVD 88     -       129.69   (+/-2cm)     425.5    (feet)  VERTCON   
 BL1688  ___________________________________________________________________
 BL1688  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1688
 BL1688  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1688
 BL1688.The horizontal coordinates were scaled from a topographic map and have
 BL1688.an estimated accuracy of +/- 6 seconds.
 BL1688
 BL1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1688.The vertical order pertains to the NGVD 29 superseded value.
 BL1688
 BL1688.The geoid height was determined by GEOID03.
 BL1688
 BL1688;                    North         East    Units  Estimated Accuracy
 BL1688;SPC TX C     - 3,125,910.    1,159,440.      MT  (+/- 180 meters Scaled)
 BL1688
 BL1688                          SUPERSEDED SURVEY CONTROL
 BL1688
 BL1688  NGVD 29 (??/??/92)  129.694  (m)          425.50   (f) ADJ UNCH    2 0
 BL1688
 BL1688.Superseded values are not recommended for survey control.
 BL1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1688.See file dsdata.txt to determine how the superseded data were derived.
 BL1688
 BL1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ572005(NAD 83)
 BL1688_MARKER: DB = BENCH MARK DISK
 BL1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1688_STAMPING: Y 987 1947
 BL1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1688+STABILITY: SURFACE MOTION
 BL1688
 BL1688  HISTORY     - Date     Condition        Report By
 BL1688  HISTORY     - 1947     MONUMENTED       CGS
 BL1688
 BL1688                          STATION DESCRIPTION
 BL1688
 BL1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1688'1.1 MI SE FROM HUNTSVILLE.
 BL1688'1.1 MILE SOUTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 BL1688'WHICH LEADS TO PHELPS FROM THE STATION AT HUNTSVILLE, 73.5 FEET EAST
 BL1688'OF AND ACROSS THE TRACK FROM THE SECOND TELEPHONE POLE SOUTHEAST OF
 BL1688'MILE POST NO.6, 22.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 BL1688'TRACK, 26.0 FEET SOUTHEAST OF A TELEPHONE POLE WHICH IS BETWEEN TWO
 BL1688'GUY WIRE BRACED TELEPHONE POLES, 25.0 FEET SOUTHWEST OF THE CENTER OF
 BL1688'A SMALL ONE TRACK DIRT ROAD, 3.5 FEET SOUTHEAST OF A REFRENCE POST,
 BL1688'SET IN A CONCRETE POST ABOUT 3 FEET ABOVE THE TRACK AND PROJECTING 0.1
 BL1688'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1088 ***********************************************************************
 BL1088  DESIGNATION -  Y 988
 BL1088  PID         -  BL1088
 BL1088  STATE/COUNTY-  TX/WALKER
 BL1088  USGS QUAD   -  NEW WAVERLY (1976)
 BL1088
 BL1088                         *CURRENT SURVEY CONTROL
 BL1088  ___________________________________________________________________
 BL1088* NAD 83(1986)-  30 33 57.     (N)    095 27 32.     (W)     SCALED    
 BL1088* NAVD 88     -       119.07   (+/-2cm)     390.6    (feet)  VERTCON   
 BL1088  ___________________________________________________________________
 BL1088  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1088
 BL1088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1088
 BL1088.The horizontal coordinates were scaled from a topographic map and have
 BL1088.an estimated accuracy of +/- 6 seconds.
 BL1088
 BL1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1088.The vertical order pertains to the NGVD 29 superseded value.
 BL1088
 BL1088.The geoid height was determined by GEOID03.
 BL1088
 BL1088;                    North         East    Units  Estimated Accuracy
 BL1088;SPC TX C     - 3,109,920.    1,167,430.      MT  (+/- 180 meters Scaled)
 BL1088
 BL1088                          SUPERSEDED SURVEY CONTROL
 BL1088
 BL1088  NGVD 29 (??/??/92)  119.072  (m)          390.66   (f) ADJ UNCH    2 0
 BL1088
 BL1088.Superseded values are not recommended for survey control.
 BL1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1088.See file dsdata.txt to determine how the superseded data were derived.
 BL1088
 BL1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP641840(NAD 83)
 BL1088_MARKER: DB = BENCH MARK DISK
 BL1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1088_STAMPING: Y 988 1947
 BL1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1088+STABILITY: SURFACE MOTION
 BL1088
 BL1088  HISTORY     - Date     Condition        Report By
 BL1088  HISTORY     - 1947     MONUMENTED       CGS
 BL1088
 BL1088                          STATION DESCRIPTION
 BL1088
 BL1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1088'3.2 MI NE FROM NEW WAVERLY.
 BL1088'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1088'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1088'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A
 BL1088'GRADED DIRT ROAD TO A ROAD JUNCTION, 112.0 FEET NORTHEAST OF THE
 BL1088'CENTER LINE OF A ROAD LEADING NORTHWEST, 25.0 FEET NORTHWEST OF AND
 BL1088'LEVEL WITH THE CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 12.0
 BL1088'FEET WEST OF A TELEPHONE POLE, 9.0 FEET SOUTHWEST OF A 10 INCH PINE
 BL1088'TREE, 3.0 FEET NORTHEAST OF A WITNESS POST, 1.0 FOOT SOUTHEAST OF A
 BL1088'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BL1088'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0424 ***********************************************************************
 BY0424  DESIGNATION -  Y 99
 BY0424  PID         -  BY0424
 BY0424  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0424  USGS QUAD   -  BUCK BAY (1984)
 BY0424
 BY0424                         *CURRENT SURVEY CONTROL
 BY0424  ___________________________________________________________________
 BY0424* NAD 83(1986)-  31 09 18.     (N)    094 07 03.     (W)     SCALED    
 BY0424* NAVD 88     -        69.24   (+/-2cm)     227.2    (feet)  VERTCON   
 BY0424  ___________________________________________________________________
 BY0424  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0424
 BY0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0424
 BY0424.The horizontal coordinates were scaled from a topographic map and have
 BY0424.an estimated accuracy of +/- 6 seconds.
 BY0424
 BY0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0424.The vertical order pertains to the NGVD 29 superseded value.
 BY0424
 BY0424.The geoid height was determined by GEOID03.
 BY0424
 BY0424;                    North         East    Units  Estimated Accuracy
 BY0424;SPC TX C     - 3,181,540.    1,292,300.      MT  (+/- 180 meters Scaled)
 BY0424
 BY0424                          SUPERSEDED SURVEY CONTROL
 BY0424
 BY0424  NGVD 29 (??/??/92)   69.255  (m)          227.21   (f) ADJ UNCH    2 0
 BY0424
 BY0424.Superseded values are not recommended for survey control.
 BY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0424.See file dsdata.txt to determine how the superseded data were derived.
 BY0424
 BY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ934473(NAD 83)
 BY0424_MARKER: DB = BENCH MARK DISK
 BY0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0424_STAMPING: Y 99 1952
 BY0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0424+STABILITY: SURFACE MOTION
 BY0424
 BY0424  HISTORY     - Date     Condition        Report By
 BY0424  HISTORY     - 1952     MONUMENTED       CGS
 BY0424
 BY0424                          STATION DESCRIPTION
 BY0424
 BY0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0424'9.3 MI NW FROM BROOKELAND.
 BY0424'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0424'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0424'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 2.7 MILES
 BY0424'NORTHWEST ALONG FOREST ROAD 304, 74 FEET SOUTHWEST OF THE CENTER LINE
 BY0424'OF THE FOREST ROAD, 14 FEET WEST OF THE CENTER LINE OF A DIM WOODS
 BY0424'ROAD LEADING SOUTH, 1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 BY0424'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0768 ***********************************************************************
 CR0768  DESIGNATION -  Y 991
 CR0768  PID         -  CR0768
 CR0768  STATE/COUNTY-  TX/SMITH
 CR0768  USGS QUAD   -  CARROLL (1984)
 CR0768
 CR0768                         *CURRENT SURVEY CONTROL
 CR0768  ___________________________________________________________________
 CR0768* NAD 83(1986)-  32 29 53.     (N)    095 31 39.     (W)     SCALED    
 CR0768* NAVD 88     -       179.565  (meters)     589.12   (feet)  ADJUSTED  
 CR0768  ___________________________________________________________________
 CR0768  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0768  DYNAMIC HT  -         179.357 (meters)     588.44  (feet)  COMP
 CR0768  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CR0768
 CR0768  VERT ORDER  -  SECOND    CLASS 0
 CR0768
 CR0768.The horizontal coordinates were scaled from a topographic map and have
 CR0768.an estimated accuracy of +/- 6 seconds.
 CR0768
 CR0768.The orthometric height was determined by differential leveling
 CR0768.and adjusted by the National Geodetic Survey in June 1991..
 CR0768
 CR0768.The geoid height was determined by GEOID03.
 CR0768
 CR0768.The dynamic height is computed by dividing the NAVD 88
 CR0768.geopotential number by the normal gravity value computed on the
 CR0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0768.degrees latitude (g = 980.6199 gals.).
 CR0768
 CR0768.The modeled gravity was interpolated from observed gravity values.
 CR0768
 CR0768;                    North         East    Units  Estimated Accuracy
 CR0768;SPC TXNC     - 2,096,150.      879,290.      MT  (+/- 180 meters Scaled)
 CR0768
 CR0768                          SUPERSEDED SURVEY CONTROL
 CR0768
 CR0768  NGVD 29 (??/??/92)  179.584  (m)          589.19   (f) ADJ UNCH    2 0
 CR0768
 CR0768.Superseded values are not recommended for survey control.
 CR0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0768.See file dsdata.txt to determine how the superseded data were derived.
 CR0768
 CR0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR625984(NAD 83)
 CR0768_MARKER: DB = BENCH MARK DISK
 CR0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0768_STAMPING: Y 991 1948
 CR0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0768+STABILITY: SURFACE MOTION
 CR0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0768+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0768
 CR0768  HISTORY     - Date     Condition        Report By
 CR0768  HISTORY     - 1948     MONUMENTED       CGS
 CR0768  HISTORY     - 19960420 GOOD             USPSQD
 CR0768  HISTORY     - 20040605 GOOD             USPSQD
 CR0768  HISTORY     - 20050711 GOOD             USPSQD
 CR0768
 CR0768                          STATION DESCRIPTION
 CR0768
 CR0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0768'2.15 MI S FROM GARDEN VALLEY.
 CR0768'2.15 MILES SOUTH ALONG STATE HIGHWAY 110 FROM THE POST OFFICE AT
 CR0768'GARDEN VALLEY, 142.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CR0768'FARMHOUSE, 41.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26.2
 CR0768'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CURB OF A WELL, 2.2 FEET
 CR0768'NORTHWEST OF A REFERENCE POST, 0.7 FOOT NORTHEAST OF A FENCE, SET IN
 CR0768'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0768
 CR0768                          STATION RECOVERY (1996)
 CR0768
 CR0768'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0768'RECOVERED IN GOOD CONDITION.
 CR0768
 CR0768                          STATION RECOVERY (2004)
 CR0768
 CR0768'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0768'RECOVERED IN GOOD CONDITION.
 CR0768
 CR0768                          STATION RECOVERY (2005)
 CR0768
 CR0768'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1014 ***********************************************************************
 CR1014  DESIGNATION -  Y 992
 CR1014  PID         -  CR1014
 CR1014  STATE/COUNTY-  TX/VAN ZANDT
 CR1014  USGS QUAD   -  CANTON (1981)
 CR1014
 CR1014                         *CURRENT SURVEY CONTROL
 CR1014  ___________________________________________________________________
 CR1014* NAD 83(1986)-  32 34 43.     (N)    095 51 16.     (W)     SCALED    
 CR1014* NAVD 88     -       151.874  (meters)     498.27   (feet)  ADJUSTED  
 CR1014  ___________________________________________________________________
 CR1014  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CR1014  DYNAMIC HT  -         151.701 (meters)     497.71  (feet)  COMP
 CR1014  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 CR1014
 CR1014  VERT ORDER  -  SECOND    CLASS 0
 CR1014
 CR1014.The horizontal coordinates were scaled from a topographic map and have
 CR1014.an estimated accuracy of +/- 6 seconds.
 CR1014
 CR1014.The orthometric height was determined by differential leveling
 CR1014.and adjusted by the National Geodetic Survey in June 1991..
 CR1014
 CR1014.The geoid height was determined by GEOID03.
 CR1014
 CR1014.The dynamic height is computed by dividing the NAVD 88
 CR1014.geopotential number by the normal gravity value computed on the
 CR1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1014.degrees latitude (g = 980.6199 gals.).
 CR1014
 CR1014.The modeled gravity was interpolated from observed gravity values.
 CR1014
 CR1014;                    North         East    Units  Estimated Accuracy
 CR1014;SPC TXNC     - 2,104,250.      848,360.      MT  (+/- 180 meters Scaled)
 CR1014
 CR1014                          SUPERSEDED SURVEY CONTROL
 CR1014
 CR1014  NGVD 29 (??/??/92)  151.886  (m)          498.31   (f) ADJ UNCH    2 0
 CR1014
 CR1014.Superseded values are not recommended for survey control.
 CR1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1014.See file dsdata.txt to determine how the superseded data were derived.
 CR1014
 CR1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS320081(NAD 83)
 CR1014_MARKER: DB = BENCH MARK DISK
 CR1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1014_STAMPING: Y 992 1948
 CR1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1014+STABILITY: SURFACE MOTION
 CR1014
 CR1014  HISTORY     - Date     Condition        Report By
 CR1014  HISTORY     - 1948     MONUMENTED       CGS
 CR1014  HISTORY     - 1962     MARK NOT FOUND   USGS
 CR1014  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 CR1014
 CR1014                          STATION DESCRIPTION
 CR1014
 CR1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1014'1.6 MI N FROM CANTON.
 CR1014'1.6 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR1014'HIGHWAY 64 AT CANTON, 0.25 MILE SOUTH OF CANEY CREEK, ON TOP OF A
 CR1014'HILL, 84.0 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 CR1014'NORTHEAST TO A FARMHOUSE, 59.9 FEET EAST OF THE CENTER LINE OF THE
 CR1014'HIGHWAY, 1.6 FEET NORTH OF A REFERENCE POST, 0.8 FOOT WEST OF A FENCE,
 CR1014'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CR1014'GROUND.
 CR1014
 CR1014                          STATION RECOVERY (1962)
 CR1014
 CR1014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR1014'MARK NOT FOUND.
 CR1014
 CR1014                          STATION RECOVERY (1995)
 CR1014
 CR1014'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0309 ***********************************************************************
 CR0309  DESIGNATION -  Y 993
 CR0309  PID         -  CR0309
 CR0309  STATE/COUNTY-  TX/SMITH
 CR0309  USGS QUAD   -  LINDALE (1981)
 CR0309
 CR0309                         *CURRENT SURVEY CONTROL
 CR0309  ___________________________________________________________________
 CR0309* NAD 83(1986)-  32 32 03.     (N)    095 24 46.     (W)     SCALED    
 CR0309* NAVD 88     -       145.957  (meters)     478.86   (feet)  ADJUSTED  
 CR0309  ___________________________________________________________________
 CR0309  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0309  DYNAMIC HT  -         145.789 (meters)     478.31  (feet)  COMP
 CR0309  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 CR0309
 CR0309  VERT ORDER  -  FIRST     CLASS II
 CR0309
 CR0309.The horizontal coordinates were scaled from a topographic map and have
 CR0309.an estimated accuracy of +/- 6 seconds.
 CR0309
 CR0309.The orthometric height was determined by differential leveling
 CR0309.and adjusted by the National Geodetic Survey in June 1991..
 CR0309
 CR0309.The geoid height was determined by GEOID03.
 CR0309
 CR0309.The dynamic height is computed by dividing the NAVD 88
 CR0309.geopotential number by the normal gravity value computed on the
 CR0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0309.degrees latitude (g = 980.6199 gals.).
 CR0309
 CR0309.The modeled gravity was interpolated from observed gravity values.
 CR0309
 CR0309;                    North         East    Units  Estimated Accuracy
 CR0309;SPC TXNC     - 2,100,460.      889,950.      MT  (+/- 180 meters Scaled)
 CR0309
 CR0309                          SUPERSEDED SURVEY CONTROL
 CR0309
 CR0309  NGVD 29 (??/??/92)  145.987  (m)          478.96   (f) ADJ UNCH    1 2
 CR0309
 CR0309.Superseded values are not recommended for survey control.
 CR0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0309.See file dsdata.txt to determine how the superseded data were derived.
 CR0309
 CR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS734022(NAD 83)
 CR0309_MARKER: DB = BENCH MARK DISK
 CR0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0309_STAMPING: Y 993 1948
 CR0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0309+STABILITY: SURFACE MOTION
 CR0309
 CR0309  HISTORY     - Date     Condition        Report By
 CR0309  HISTORY     - 1948     MONUMENTED       CGS
 CR0309  HISTORY     - 1959     GOOD             NGS
 CR0309  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0309  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0309
 CR0309                          STATION DESCRIPTION
 CR0309
 CR0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0309'1.4 MI N FROM LINDALE.
 CR0309'ABOUT 1.4 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0309'FROM THE STATION AT LINDALE, 1 1/2 POLES SOUTH OF MILEPOST 34, 31.8
 CR0309'FEET WEST OF THE WEST RAIL, IN LINE WITH THE TELEPHONE POLES, 8 RAILS
 CR0309'NORTH OF FARM ROAD 1804 CROSSING, 115 FEET EAST OF THE CENTER LINE OF
 CR0309'U. S. HIGHWAY 69, 21 FEET EAST OF THE CENTER LINE OF A SANDY DITCH,
 CR0309'5.2 FEET NORTH OF A TELEPHONE POLE, ABOUT 5 FEET BELOW THE LEVEL OF
 CR0309'THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CR0309
 CR0309                          STATION RECOVERY (1996)
 CR0309
 CR0309'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0309'MARK NOT FOUND.
 CR0309
 CR0309                          STATION RECOVERY (2004)
 CR0309
 CR0309'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1170 ***********************************************************************
 BY1170  DESIGNATION -  Y 994
 BY1170  PID         -  BY1170
 BY1170  STATE/COUNTY-  TX/NACOGDOCHES
 BY1170  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1170
 BY1170                         *CURRENT SURVEY CONTROL
 BY1170  ___________________________________________________________________
 BY1170* NAD 83(1986)-  31 36 03.     (N)    094 38 40.     (W)     SCALED    
 BY1170* NAVD 88     -        82.53   (+/-2cm)     270.8    (feet)  VERTCON   
 BY1170  ___________________________________________________________________
 BY1170  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1170
 BY1170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1170
 BY1170.The horizontal coordinates were scaled from a topographic map and have
 BY1170.an estimated accuracy of +/- 6 seconds.
 BY1170
 BY1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1170.The vertical order pertains to the NGVD 29 superseded value.
 BY1170
 BY1170.The geoid height was determined by GEOID03.
 BY1170
 BY1170;                    North         East    Units  Estimated Accuracy
 BY1170;SPC TX C     - 3,228,220.    1,239,610.      MT  (+/- 180 meters Scaled)
 BY1170
 BY1170                          SUPERSEDED SURVEY CONTROL
 BY1170
 BY1170  NGVD 29 (??/??/92)   82.633  (m)          271.11   (f) ADJ UNCH    2 0
 BY1170
 BY1170.Superseded values are not recommended for survey control.
 BY1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1170.See file dsdata.txt to determine how the superseded data were derived.
 BY1170
 BY1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ439973(NAD 83)
 BY1170_MARKER: DB = BENCH MARK DISK
 BY1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1170_STAMPING: Y 994 1949
 BY1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1170+STABILITY: SURFACE MOTION
 BY1170
 BY1170  HISTORY     - Date     Condition        Report By
 BY1170  HISTORY     - 1949     MONUMENTED       CGS
 BY1170  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1170  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1170
 BY1170                          STATION DESCRIPTION
 BY1170
 BY1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1170'IN NACOGDOCHES.
 BY1170'AT NACOGDOCHES, 0.55 MILE EAST ALONG STATE HIGHWAYS 7 AND 21 FROM THE
 BY1170'POST OFFICE, AT THE HOME AND STORE OF MRS. E. B. SMITH, AT THE CORNER
 BY1170'OF EAST MAIN AND SHAWNEE STREETS, DIRECTLY ACROSS MAIN STREET FROM THE
 BY1170'NORTON ICE COMPANY, 141.8 FEET NORTH OF THE CENTER LINE OF MAIN STREET
 BY1170'(MEASURED FROM A POINT WHICH IS 173.0 FEET WEST OF THE CENTER LINE OF
 BY1170'SHAWNEE STREET), 83.0 FEET WEST OF THE NORTHWEST CORNER OF THE SMITH
 BY1170'HOME, 34.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE OWNED BY
 BY1170'CHARLIE BECKS, 2.1 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP
 BY1170'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 BY1170
 BY1170                          STATION RECOVERY (1977)
 BY1170
 BY1170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1170'MARK NOT FOUND.
 BY1170
 BY1170                          STATION RECOVERY (1998)
 BY1170
 BY1170'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1185 ***********************************************************************
 BY1185  DESIGNATION -  Y 995
 BY1185  PID         -  BY1185
 BY1185  STATE/COUNTY-  TX/NACOGDOCHES
 BY1185  USGS QUAD   -  WODEN (1983)
 BY1185
 BY1185                         *CURRENT SURVEY CONTROL
 BY1185  ___________________________________________________________________
 BY1185* NAD 83(1986)-  31 36 54.     (N)    094 31 00.     (W)     SCALED    
 BY1185* NAVD 88     -        86.52   (+/-2cm)     283.9    (feet)  VERTCON   
 BY1185  ___________________________________________________________________
 BY1185  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY1185
 BY1185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1185
 BY1185.The horizontal coordinates were scaled from a topographic map and have
 BY1185.an estimated accuracy of +/- 6 seconds.
 BY1185
 BY1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1185.The vertical order pertains to the NGVD 29 superseded value.
 BY1185
 BY1185.The geoid height was determined by GEOID03.
 BY1185
 BY1185;                    North         East    Units  Estimated Accuracy
 BY1185;SPC TX C     - 3,230,410.    1,251,630.      MT  (+/- 180 meters Scaled)
 BY1185
 BY1185                          SUPERSEDED SURVEY CONTROL
 BY1185
 BY1185  NGVD 29 (??/??/92)   86.565  (m)          284.01   (f) ADJ UNCH    2 0
 BY1185
 BY1185.Superseded values are not recommended for survey control.
 BY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1185.See file dsdata.txt to determine how the superseded data were derived.
 BY1185
 BY1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ561987(NAD 83)
 BY1185_MARKER: DB = BENCH MARK DISK
 BY1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1185_SP_SET: BRIDGE SEAT
 BY1185_STAMPING: Y 995 1949
 BY1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1185
 BY1185  HISTORY     - Date     Condition        Report By
 BY1185  HISTORY     - 1949     MONUMENTED       CGS
 BY1185  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1185  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1185
 BY1185                          STATION DESCRIPTION
 BY1185
 BY1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1185'2.0 MI W FROM SWIFT.
 BY1185'2.0 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1185'SWIFT, 15.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 BY1185'OF THE NORTH END OF THE BRIDGE SEAT AT THE EAST END OF A BRIDGE OVER
 BY1185'ATASCOSA CREEK, 2.2 FEET SOUTH OF THE NORTH END OF THE BRIDGE SEAT,
 BY1185'AND 3.2 FEET LOWER THAN THE LEVEL OF THE HIGHWAY.
 BY1185
 BY1185                          STATION RECOVERY (1977)
 BY1185
 BY1185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1185'MARK NOT FOUND.
 BY1185
 BY1185                          STATION RECOVERY (1998)
 BY1185
 BY1185'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1186 ***********************************************************************
 BY1186  DESIGNATION -  Y 995 RESET 1959
 BY1186  PID         -  BY1186
 BY1186  STATE/COUNTY-  TX/NACOGDOCHES
 BY1186  USGS QUAD   -  WODEN (1983)
 BY1186
 BY1186                         *CURRENT SURVEY CONTROL
 BY1186  ___________________________________________________________________
 BY1186* NAD 83(1986)-  31 36 54.     (N)    094 31 01.     (W)     SCALED    
 BY1186* NAVD 88     -        86.18   (+/-2cm)     282.7    (feet)  VERTCON   
 BY1186  ___________________________________________________________________
 BY1186  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY1186
 BY1186  VERT ORDER  -  THIRD (See Below)
 BY1186
 BY1186.The horizontal coordinates were scaled from a topographic map and have
 BY1186.an estimated accuracy of +/- 6 seconds.
 BY1186
 BY1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1186.The vertical order pertains to the NGVD 29 superseded value.
 BY1186
 BY1186.The geoid height was determined by GEOID03.
 BY1186
 BY1186;                    North         East    Units  Estimated Accuracy
 BY1186;SPC TX C     - 3,230,410.    1,251,610.      MT  (+/- 180 meters Scaled)
 BY1186
 BY1186                          SUPERSEDED SURVEY CONTROL
 BY1186
 BY1186  NGVD 29 (01/29/03)   86.22   (m)          282.9    (f) RESET       3  
 BY1186
 BY1186.Superseded values are not recommended for survey control.
 BY1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1186.See file dsdata.txt to determine how the superseded data were derived.
 BY1186
 BY1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ561987(NAD 83)
 BY1186_MARKER: DB = BENCH MARK DISK
 BY1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1186_STAMPING: Y 995 1959
 BY1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1186+STABILITY: SURFACE MOTION
 BY1186
 BY1186  HISTORY     - Date     Condition        Report By
 BY1186  HISTORY     - 1959     MONUMENTED       CGS
 BY1186
 BY1186                          STATION DESCRIPTION
 BY1186
 BY1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BY1186'6.5 MI E FROM NACOGDOCHES.
 BY1186'THE MARK IS ABOUT 6.5 MILES EAST OF THE JUNCTION OF HIGHWAYS NOS. 21
 BY1186'AND 7, WHICH IS IN THE EAST PART OF NACOGDOCHES, ALONG THE SOUTH SIDE
 BY1186'OF HIGHWAY NO. 7, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE WHICH
 BY1186'AT THIS POINT IS AN OFF-SET RIGHT-OF-WAY LINE, ABOUT 150 YARDS
 BY1186'SOUTHEAST OF THE ATASCOSA CREEK BRIDGE, ABOUT 15 FEET EAST OF A PINE
 BY1186'TREE IN THE FENCE CORNER AND 65 YARDS SOUTHWEST OF A 24 INCH PINE AT
 BY1186'THE END OF THE FLARE FENCE.  A STANDARD DISK STAMPED Y 995 RESET 1959
 BY1186'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0649 ***********************************************************************
 CR0649  DESIGNATION -  Y 997
 CR0649  PID         -  CR0649
 CR0649  STATE/COUNTY-  TX/VAN ZANDT
 CR0649  USGS QUAD   -  MARTINS MILL (1984)
 CR0649
 CR0649                         *CURRENT SURVEY CONTROL
 CR0649  ___________________________________________________________________
 CR0649* NAD 83(1986)-  32 23 55.     (N)    095 51 27.     (W)     SCALED    
 CR0649* NAVD 88     -       138.647  (meters)     454.88   (feet)  ADJUSTED  
 CR0649  ___________________________________________________________________
 CR0649  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0649  DYNAMIC HT  -         138.487 (meters)     454.35  (feet)  COMP
 CR0649  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 CR0649
 CR0649  VERT ORDER  -  SECOND    CLASS 0
 CR0649
 CR0649.The horizontal coordinates were scaled from a topographic map and have
 CR0649.an estimated accuracy of +/- 6 seconds.
 CR0649
 CR0649.The orthometric height was determined by differential leveling
 CR0649.and adjusted by the National Geodetic Survey in June 1991..
 CR0649
 CR0649.The geoid height was determined by GEOID03.
 CR0649
 CR0649.The dynamic height is computed by dividing the NAVD 88
 CR0649.geopotential number by the normal gravity value computed on the
 CR0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0649.degrees latitude (g = 980.6199 gals.).
 CR0649
 CR0649.The modeled gravity was interpolated from observed gravity values.
 CR0649
 CR0649;                    North         East    Units  Estimated Accuracy
 CR0649;SPC TXNC     - 2,084,290.      848,570.      MT  (+/- 180 meters Scaled)
 CR0649
 CR0649                          SUPERSEDED SURVEY CONTROL
 CR0649
 CR0649  NGVD 29 (??/??/92)  138.657  (m)          454.91   (f) ADJ UNCH    2 0
 CR0649
 CR0649.Superseded values are not recommended for survey control.
 CR0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0649.See file dsdata.txt to determine how the superseded data were derived.
 CR0649
 CR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR312882(NAD 83)
 CR0649_MARKER: DB = BENCH MARK DISK
 CR0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0649_SP_SET: CURB
 CR0649_STAMPING: Y 997 1948
 CR0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0649
 CR0649  HISTORY     - Date     Condition        Report By
 CR0649  HISTORY     - 1948     MONUMENTED       CGS
 CR0649  HISTORY     - 19950911 GOOD             USPSQD
 CR0649
 CR0649                          STATION DESCRIPTION
 CR0649
 CR0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0649'11.25 MI SW FROM CANTON.
 CR0649'10.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF
 CR0649'STATE HIGHWAY 64 AT CANTON, THENCE 0.4 MILE WEST ALONG A GRAVELED
 CR0649'ROAD, AT THE NORTHWEST CORNER OF A 100-FOOT CONCRETE BRIDGE, 12.4 FEET
 CR0649'NORTH OF THE CENTER LINE OF THE ROAD, 3.2 FEET EAST OF THE WEST END OF
 CR0649'THE NORTH CONCRETE GUARD RAIL OF THE BRIDGE, 0.5 FOOT NORTH OF THE
 CR0649'SOUTH FACE OF AND SET IN THE TOP OF THE NORTH CONCRETE CURB OF THE
 CR0649'BRIDGE.
 CR0649
 CR0649                          STATION RECOVERY (1995)
 CR0649
 CR0649'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0010 ***********************************************************************
 BZ0010  DESIGNATION -  Y 998
 BZ0010  PID         -  BZ0010
 BZ0010  STATE/COUNTY-  TX/LIMESTONE
 BZ0010  USGS QUAD   -  FALLON (1982)
 BZ0010
 BZ0010                         *CURRENT SURVEY CONTROL
 BZ0010  ___________________________________________________________________
 BZ0010* NAD 83(1986)-  31 37 24.     (N)    096 27 36.     (W)     SCALED    
 BZ0010* NAVD 88     -       138.890  (meters)     455.67   (feet)  ADJUSTED  
 BZ0010  ___________________________________________________________________
 BZ0010  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0010  DYNAMIC HT  -         138.724 (meters)     455.13  (feet)  COMP
 BZ0010  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 BZ0010
 BZ0010  VERT ORDER  -  FIRST     CLASS II
 BZ0010
 BZ0010.The horizontal coordinates were scaled from a topographic map and have
 BZ0010.an estimated accuracy of +/- 6 seconds.
 BZ0010
 BZ0010.The orthometric height was determined by differential leveling
 BZ0010.and adjusted by the National Geodetic Survey in June 1991..
 BZ0010.WARNING-Repeat measurements at this control monument indicate possible
 BZ0010.vertical movement.
 BZ0010
 BZ0010.The geoid height was determined by GEOID03.
 BZ0010
 BZ0010.The dynamic height is computed by dividing the NAVD 88
 BZ0010.geopotential number by the normal gravity value computed on the
 BZ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0010.degrees latitude (g = 980.6199 gals.).
 BZ0010
 BZ0010.The modeled gravity was interpolated from observed gravity values.
 BZ0010
 BZ0010;                    North         East    Units  Estimated Accuracy
 BZ0010;SPC TX C     - 3,223,310.    1,067,400.      MT  (+/- 180 meters Scaled)
 BZ0010
 BZ0010                          SUPERSEDED SURVEY CONTROL
 BZ0010
 BZ0010  NGVD 29 (??/??/92)  138.874  (m)          455.62   (f) ADJ UNCH    1 2
 BZ0010
 BZ0010.Superseded values are not recommended for survey control.
 BZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0010.See file dsdata.txt to determine how the superseded data were derived.
 BZ0010
 BZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA409014(NAD 83)
 BZ0010_MARKER: DB = BENCH MARK DISK
 BZ0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0010_SP_SET: ABUTMENT
 BZ0010_STAMPING: Y 998 1948
 BZ0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0010
 BZ0010  HISTORY     - Date     Condition        Report By
 BZ0010  HISTORY     - 1948     MONUMENTED       CGS
 BZ0010  HISTORY     - 1952     GOOD             NGS
 BZ0010  HISTORY     - 1980     GOOD             NGS
 BZ0010
 BZ0010                          STATION DESCRIPTION
 BZ0010
 BZ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0010'0.95 MI N FROM SHILOH.
 BZ0010'0.1 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE GRADE SCHOOL AT
 BZ0010'SHILOH, THENCE 0.85 MILE NORTH ALONG FARM ROAD NO. 39, SET IN THE EAST
 BZ0010'END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE, ON THE INSIDE OF A
 BZ0010'CURVE WITH TANGENTS LEADING NORTHEAST AND SOUTHEAST, 13.0 FEET EAST OF
 BZ0010'THE CENTER LINE OF THE ROAD, 1.2 FEET NORTHEAST OF THE NORTHEAST
 BZ0010'CORNER OF THE EAST CURBING.
 BZ0010
 BZ0010                          STATION RECOVERY (1952)
 BZ0010
 BZ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BZ0010'RECOVERED IN GOOD CONDITION.
 BZ0010
 BZ0010                          STATION RECOVERY (1980)
 BZ0010
 BZ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0010'7.2 KM. (4.5 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0010'U.S. HIGHWAY 84 IN MEXIA, THENCE 0.25 KM. (0.15 MI.) SOUTHWEST ALONG
 BZ0010'OLD FARM ROAD 39, AT THE EAST END OF THE NORTH ABUTMENT OF A CONCRETE
 BZ0010'BRIDGE, 4.0 M. (13.0 FT.) EAST OF THE CENTERLINE OF THE ROAD, 0.4 M.
 BZ0010'(1.2 FT.) NORTHEAST OF THE NORTHEAST CORNER OF THE EAST CURB OF THE
 BZ0010'BRIDGE.
 BZ0010'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1627 ***********************************************************************
 BY1627  DESIGNATION -  Y 999
 BY1627  PID         -  BY1627
 BY1627  STATE/COUNTY-  TX/HOUSTON
 BY1627  USGS QUAD   -  GLENDALE (1972)
 BY1627
 BY1627                         *CURRENT SURVEY CONTROL
 BY1627  ___________________________________________________________________
 BY1627* NAD 83(1986)-  31 07 14.     (N)    095 19 47.     (W)     SCALED    
 BY1627* NAVD 88     -        73.50   (+/-2cm)     241.1    (feet)  VERTCON   
 BY1627  ___________________________________________________________________
 BY1627  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY1627
 BY1627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1627
 BY1627.The horizontal coordinates were scaled from a topographic map and have
 BY1627.an estimated accuracy of +/- 6 seconds.
 BY1627
 BY1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1627.The vertical order pertains to the NGVD 29 superseded value.
 BY1627
 BY1627.The geoid height was determined by GEOID03.
 BY1627
 BY1627;                    North         East    Units  Estimated Accuracy
 BY1627;SPC TX C     - 3,171,900.    1,177,050.      MT  (+/- 180 meters Scaled)
 BY1627
 BY1627                          SUPERSEDED SURVEY CONTROL
 BY1627
 BY1627  NGVD 29 (??/??/92)   73.518  (m)          241.20   (f) ADJ UNCH    2 0
 BY1627
 BY1627.Superseded values are not recommended for survey control.
 BY1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1627.See file dsdata.txt to determine how the superseded data were derived.
 BY1627
 BY1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ778452(NAD 83)
 BY1627_MARKER: DB = BENCH MARK DISK
 BY1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1627_STAMPING: Y 999 1948
 BY1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1627+STABILITY: SURFACE MOTION
 BY1627
 BY1627  HISTORY     - Date     Condition        Report By
 BY1627  HISTORY     - 1948     MONUMENTED       CGS
 BY1627  HISTORY     - 1962     GOOD             USGS
 BY1627
 BY1627                          STATION DESCRIPTION
 BY1627
 BY1627'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BY1627'1.0 MI SE FROM HOLLY.
 BY1627'HOLLY, 1.0 MILE SE. OF ALONG FARM ROAD NO. 1280, THENCE 0.3 MILE WEST
 BY1627'ALONG AN UNGRADED DIRT ROAD.  165 FEET SE. OF A CREEK.  73 FEET SOUTH
 BY1627'OF THE CENTER OF A ROAD.  30 FEET EAST OF A TIMBER LINE.  1.7 FEET SW.
 BY1627'OF A REFERENCE POST.  IN A CONCRETE POST A STANDARD TABLET STAMPED
 BY1627'Y-999-1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0924 ***********************************************************************
 AV0924  DESIGNATION -  YACHT
 AV0924  PID         -  AV0924
 AV0924  STATE/COUNTY-  TX/JEFFERSON
 AV0924  USGS QUAD   -  WEST OF GREENS BAYOU (1993)
 AV0924
 AV0924                         *CURRENT SURVEY CONTROL
 AV0924  ___________________________________________________________________
 AV0924* NAD 83(1993)-  29 58 02.90046(N)    093 51 47.77019(W)     ADJUSTED  
 AV0924* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AV0924  ___________________________________________________________________
 AV0924  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AV0924  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AV0924
 AV0924  HORZ ORDER  -  SECOND
 AV0924
 AV0924.The horizontal coordinates were established by classical geodetic methods
 AV0924.and adjusted by the National Geodetic Survey in February 1996..
 AV0924
 AV0924.The orthometric height was scaled from a topographic map.
 AV0924
 AV0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0924
 AV0924.The geoid height was determined by GEOID03.
 AV0924
 AV0924;                    North         East     Units Scale Factor Converg.
 AV0924;SPC TXSC     - 4,247,408.913 1,095,588.520   MT  0.99992401   +2 30 59.6
 AV0924;SPC TXSC     -13,935,040.74  3,594,443.34   sFT  0.99992401   +2 30 59.6
 AV0924;SPC TX C     - 3,051,503.466 1,324,150.795   MT  1.00004317   +3 19 56.9
 AV0924;SPC TX C     -10,011,474.29  4,344,318.07   sFT  1.00004317   +3 19 56.9
 AV0924;SPC LA S     -   165,356.205   755,854.229   MT  0.99992591   -1 15 54.0
 AV0924;SPC LA S     -   542,506.15  2,479,831.75   sFT  0.99992591   -1 15 54.0
 AV0924;UTM  15      - 3,315,494.468   416,710.925   MT  0.99968559   -0 25 52.4
 AV0924
 AV0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0924!SPC TXSC     -   1.00000382  x   0.99992401  =   0.99992783
 AV0924!SPC TX C     -   1.00000382  x   1.00004317  =   1.00004699
 AV0924!SPC LA S     -   1.00000382  x   0.99992591  =   0.99992973
 AV0924!UTM  15      -   1.00000382  x   0.99968559  =   0.99968941
 AV0924
 AV0924|---------------------------------------------------------------------|
 AV0924| PID    Reference Object                     Distance      Geod. Az  |
 AV0924|                                                           dddmmss.s |
 AV0924| AV0922 NECHES USE 1909                      41.712 METERS 07334     |
 AV0924| CV9540 YACHT RM 1                           81.160 METERS 17214     |
 AV0924| AV0959 PORT ARTHUR NEW                     APPROX. 8.7 KM 2070459.4 |
 AV0924| AV0971 PORT ARTHUR NORTH TWIN CUPOLA       APPROX.11.1 KM 2113503.7 |
 AV0924| AV0972 PORT ARTHUR SOUTH TWIN CUPOLA       APPROX.11.1 KM 2113601.0 |
 AV0924| AV0941 W PORT ARTHUR GULF REFIN GR TK      APPROX.14.8 KM 2215410.2 |
 AV0924| AV0962 PORT ARTHUR ST MARYS HOSP STK       APPROX. 8.7 KM 2224835.5 |
 AV0924|---------------------------------------------------------------------|
 AV0924
 AV0924                          SUPERSEDED SURVEY CONTROL
 AV0924
 AV0924  NAD 83(1993)-  29 58 02.90005(N)    093 51 47.77015(W) AD(       ) 2
 AV0924  NAD 83(1986)-  29 58 02.91953(N)    093 51 47.75440(W) AD(       ) 2
 AV0924  NAD 27      -  29 58 02.14900(N)    093 51 47.14300(W) AD(       ) 2
 AV0924
 AV0924.Superseded values are not recommended for survey control.
 AV0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0924.See file dsdata.txt to determine how the superseded data were derived.
 AV0924
 AV0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1671115494(NAD 83)
 AV0924_MARKER: DS = TRIANGULATION STATION DISK
 AV0924_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AV0924_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0924
 AV0924  HISTORY     - Date     Condition        Report By
 AV0924  HISTORY     - 1933     MONUMENTED       CGS
 AV0924  HISTORY     - 1937     GOOD             TXHD
 AV0924  HISTORY     - 1947     MARK NOT FOUND   CGS
 AV0924  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 AV0924  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0924  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0924
 AV0924                          STATION DESCRIPTION
 AV0924
 AV0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0924'LOCATED ON THE NW SIDE OF THE SABINE NECHES CANAL, W OF ITS
 AV0924'CONFLUENCE WITH THE NECHES RIVER, ON THE SW SIDE OF THE SHELL
 AV0924'ROAD LEADING TO THE YACHT CLUB, 220 METERS FROM THE CANAL, AND 122
 AV0924'METERS FROM THE ROAD.  IT IS ON THE LOWER AND S SECTION OF A
 AV0924'DREDGE DUMP WHICH IS THE HIGHEST GROUND IN VICINITY.  FROM
 AV0924'THE STATION THE BEACONS OF THE SABINE NECHES CANAL TO THE E
 AV0924'ARE IN RANGE, AND A CONTINUATION OF THE E BANK OF THE CANAL
 AV0924'TO THE S IS VERY CLOSE TO THE STATION.  THERE ARE A NUMBER OF
 AV0924'DEAD TREES TOWARD THE NECHES RIVER FERRY ON STATE HIGHWAY 87.
 AV0924'
 AV0924'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER
 AV0924'OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.
 AV0924'
 AV0924'REFERENCE MARK 1 IS A BRONZE DISK SET IN CONCRETE.  IT IS
 AV0924'LOCATED ON A LOW SPOIL BANK TO THE SW.
 AV0924'
 AV0924'A 50-FOOT SIGNAL WAS ERECTED OVER THE STATION.  DUNN AND PORT
 AV0924'ARE VISIBLE FROM THE GROUND, SABINE IS SEEN AT 10 FEET, MAC
 AV0924'AT 15 FEET, JOHNSON BAYOU AT 30 FEET, PORT ARTHUR (NEW) (U.S.E.)
 AV0924'AT 30 FEET, AND DOORNBOS AT 50 FEET.
 AV0924
 AV0924                          STATION RECOVERY (1937)
 AV0924
 AV0924'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AV0924'STATION MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AV0924'
 AV0924'TO REACH STATION FROM ORANGE, GO SW ON STATE HIGHWAY 87,
 AV0924'CROSSING THE FERRY ON NECHES RIVER, AND FOLLOWING STATE
 AV0924'HIGHWAY 87 FOR 0.41 MILE S OF THE FERRY LANDING.  AT THIS POINT
 AV0924'TURN LEFT OFF HIGHWAY 87, GO THROUGH GATE AND FOLLOW ROAD
 AV0924'S.  60 DEG E. FOR 0.1 MILE FROM WHICH POINT THE STATION MAY BE
 AV0924'REACHED ON FOOT BY GOING S FOR 0.1 MILE.
 AV0924
 AV0924                          STATION RECOVERY (1947)
 AV0924
 AV0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0924'STATION SEARCHED FOR BUT NOT RECOVERED.  STATION BELIEVED TO
 AV0924'BE LOST DUE TO DREDGING OPERATIONS.  REFERENCE MARK 1 SEARCHED
 AV0924'FOR BUT NOT RECOVERED.
 AV0924
 AV0924                          STATION RECOVERY (1999)
 AV0924
 AV0924'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0924'MARK NOT FOUND.
 AV0924
 AV0924                          STATION RECOVERY (2001)
 AV0924
 AV0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0924'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0924
 AV0924                          STATION RECOVERY (2001)
 AV0924
 AV0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0924'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2730 ***********************************************************************
 CS2730  DESIGNATION -  YALE
 CS2730  PID         -  CS2730
 CS2730  STATE/COUNTY-  TX/ELLIS
 CS2730  USGS QUAD   -  FORRESTON (1978)
 CS2730
 CS2730                         *CURRENT SURVEY CONTROL
 CS2730  ___________________________________________________________________
 CS2730* NAD 83(1993)-  32 18 09.92820(N)    096 51 31.20114(W)     ADJUSTED  
 CS2730* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 CS2730  ___________________________________________________________________
 CS2730  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CS2730  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS2730
 CS2730  HORZ ORDER  -  SECOND
 CS2730
 CS2730.The horizontal coordinates were established by classical geodetic methods
 CS2730.and adjusted by the National Geodetic Survey in February 1996..
 CS2730
 CS2730.The orthometric height was scaled from a topographic map.
 CS2730
 CS2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2730
 CS2730.The geoid height was determined by GEOID03.
 CS2730
 CS2730;                    North         East     Units Scale Factor Converg.
 CS2730;SPC TXNC     - 2,071,744.951   754,570.038   MT  0.99995739   +0 53 42.6
 CS2730;SPC TXNC     - 6,797,049.89  2,475,618.53   sFT  0.99995739   +0 53 42.6
 CS2730;UTM  14      - 3,576,008.806   701,613.189   MT  1.00010128   +1 08 40.9
 CS2730
 CS2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2730!SPC TXNC     -   0.99997512  x   0.99995739  =   0.99993251
 CS2730!UTM  14      -   0.99997512  x   1.00010128  =   1.00007640
 CS2730
 CS2730:                Primary Azimuth Mark                     Grid Az
 CS2730:SPC TXNC     -  YALE AZ MK                               004 16 04.7
 CS2730:UTM  14      -  YALE AZ MK                               004 01 06.4
 CS2730
 CS2730|---------------------------------------------------------------------|
 CS2730| PID    Reference Object                     Distance      Geod. Az  |
 CS2730|                                                           dddmmss.s |
 CS2730| CY3181 YALE AZ MK                                         0050947.3 |
 CS2730| CS0712 A 266                                41.162 METERS 00628     |
 CS2730| CY3182 YALE RM 2                            12.568 METERS 22739     |
 CS2730|---------------------------------------------------------------------|
 CS2730
 CS2730                          SUPERSEDED SURVEY CONTROL
 CS2730
 CS2730  NAD 83(1986)-  32 18 09.93534(N)    096 51 31.18182(W) AD(       ) 2
 CS2730  NAD 27      -  32 18 09.41300(N)    096 51 30.19400(W) AD(       ) 2
 CS2730
 CS2730.Superseded values are not recommended for survey control.
 CS2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2730.See file dsdata.txt to determine how the superseded data were derived.
 CS2730
 CS2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0161376009(NAD 83)
 CS2730_MARKER: DS = TRIANGULATION STATION DISK
 CS2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2730
 CS2730  HISTORY     - Date     Condition        Report By
 CS2730  HISTORY     - 1949     MONUMENTED       CGS
 CS2730  HISTORY     - 1964     GOOD             CGS
 CS2730  HISTORY     - 1985     GOOD             LOCSUR
 CS2730  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2730
 CS2730                          STATION DESCRIPTION
 CS2730
 CS2730'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2730'STATION IS LOCATED ON STATE HIGHWAY PROPERTY, ABOUT 6 MILES
 CS2730'SOUTH OF WAXAHACHIE, 3-3/4 MILE NORTH OF THE VILLAGE OF
 CS2730'FORRESTON AND IN THE AREA BETWEEN THE HIGHWAY AND RAILROAD
 CS2730'TRACKS.  IT IS 53 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 CS2730'77, 47.2 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS,
 CS2730'48 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A SIDE ROAD
 CS2730'AND 13.8 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.  THE
 CS2730'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISC
 CS2730'IS STAMPED, YALE 1949.
 CS2730'
 CS2730'REFERENCE MARK NO. 1 (BENCH MARK A-266 1934) IS ON THE EAST
 CS2730'RIGHT-OF-WAY OF THE HIGHWAY, 52-1/2 FEET EAST OF THE CENTERLINE
 CS2730'OF THE HIGHWAY, 47.7 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 CS2730'TRACKS AND 16 FEET WEST OF A TELEGRAPH POLE AND MILE POST
 CS2730'804.  THE MARK IS A 12 BY 12 INCH CONCRETE POST THAT PROJECTS
 CS2730'ABOUT 4 INCHES AND IS MARKED BY A STANDARD US C. AND G.S.
 CS2730'BENCH MARK DISC THAT IS STAMPED AS ABOVE.
 CS2730'
 CS2730'REFERENCE MARK NO. 2 IS ALONG THE WEST SIDE OF U.S. HIGHWAY
 CS2730'77, 39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET
 CS2730'NORTH OF THE APPROXIMATE CENTERLINE OF A SIDE ROAD AND 9
 CS2730'FEET NORTH OF A POWERLINE POLE.  THE MARK PROJECTS ABOUT
 CS2730'6 INCHES AND THE DISC IS STAMPED, YALE NO. 2 1949.
 CS2730'
 CS2730'AZIMUTH MARK IS ALONG THE WEST SIDE OF U.S. HIGHWAY 77, IN
 CS2730'THE TOP OF THE SOUTHWEST WING OF THE RETAINING WALL OF A LARGE
 CS2730'CONCRETE CULVERT AND ABOUT 21 FEET WEST OF THE CENTERLINE
 CS2730'OF THE HIGHWAY.  THE STANDARD DISC IS SET IN A DRILL HOLE
 CS2730'IN THE CONCRETE AND IS FLUSH WITH THE SURFACE.  THE DISC
 CS2730'IS STAMPED, YALE 1949.
 CS2730'
 CS2730'STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 CS2730'287 IN WAXAHACHIE, BY GOING SOUTH ON U.S. HIGHWAY 77 FOR
 CS2730'5.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 CS2730'ABOVE.  CONTINUE 0.5 MILES TO THE STATION SITE ON THE LEFT
 CS2730'IN THE NORTHEAST ANGLE OF THE ROAD INTERSECTION.
 CS2730'
 CS2730'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2730
 CS2730                          STATION RECOVERY (1964)
 CS2730
 CS2730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WJB)
 CS2730'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION
 CS2730'AS DESCRIBED.  R.M.S WERE NOT SEARCHED FOR.
 CS2730
 CS2730                          STATION RECOVERY (1985)
 CS2730
 CS2730'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (JW)
 CS2730'RECOVERED IN GOOD CONDITION.
 CS2730
 CS2730                          STATION RECOVERY (2002)
 CS2730
 CS2730'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS2730'AZI RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2026 ***********************************************************************
 AY2026  DESIGNATION -  YANCEY
 AY2026  PID         -  AY2026
 AY2026  STATE/COUNTY-  TX/MEDINA
 AY2026  USGS QUAD   -  YANCEY (1964)
 AY2026
 AY2026                         *CURRENT SURVEY CONTROL
 AY2026  ___________________________________________________________________
 AY2026* NAD 83(1993)-  29 12 02.61983(N)    099 10 47.03686(W)     ADJUSTED  
 AY2026* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 AY2026  ___________________________________________________________________
 AY2026  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AY2026  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AY2026
 AY2026  HORZ ORDER  -  FIRST
 AY2026
 AY2026.The horizontal coordinates were established by classical geodetic methods
 AY2026.and adjusted by the National Geodetic Survey in February 1996..
 AY2026
 AY2026.The orthometric height was scaled from a topographic map.
 AY2026
 AY2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2026
 AY2026.The geoid height was determined by GEOID03.
 AY2026
 AY2026;                    North         East     Units Scale Factor Converg.
 AY2026;SPC TXSC     - 4,151,556.976   582,523.357   MT  0.99986597   -0 05 17.0
 AY2026;SPC TXSC     -13,620,566.51  1,911,162.05   sFT  0.99986597   -0 05 17.0
 AY2026;UTM  14      - 3,230,238.231   482,527.984   MT  0.99960377   -0 05 15.7
 AY2026
 AY2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2026!SPC TXSC     -   0.99996177  x   0.99986597  =   0.99982774
 AY2026!UTM  14      -   0.99996177  x   0.99960377  =   0.99956555
 AY2026
 AY2026|---------------------------------------------------------------------|
 AY2026| PID    Reference Object                     Distance      Geod. Az  |
 AY2026|                                                           dddmmss.s |
 AY2026| CV5884 YANCEY RM 1                          37.353 METERS 07701     |
 AY2026| CV5885 YANCEY RM 2                          29.502 METERS 15947     |
 AY2026| CV5883 YANCEY AZ MK                                       1844243.5 |
 AY2026|---------------------------------------------------------------------|
 AY2026
 AY2026                          SUPERSEDED SURVEY CONTROL
 AY2026
 AY2026  NAD 83(1986)-  29 12 02.62130(N)    099 10 47.01923(W) AD(       ) 1
 AY2026  NAD 27      -  29 12 01.76700(N)    099 10 45.88700(W) AD(       ) 1
 AY2026
 AY2026.Superseded values are not recommended for survey control.
 AY2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2026.See file dsdata.txt to determine how the superseded data were derived.
 AY2026
 AY2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8252830238(NAD 83)
 AY2026_MARKER: DS = TRIANGULATION STATION DISK
 AY2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2026_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2026_STAMPING: YANCEY 1935
 AY2026_MARK LOGO: CGS   
 AY2026_PROJECTION: FLUSH
 AY2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2026+STABILITY: SURFACE MOTION
 AY2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2026+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 AY2026
 AY2026  HISTORY     - Date     Condition        Report By
 AY2026  HISTORY     - 1935     MONUMENTED       CGS
 AY2026  HISTORY     - 1937     GOOD             TXHD
 AY2026  HISTORY     - 1986     GOOD             USPSQD
 AY2026  HISTORY     - 19860310 GOOD             NGS
 AY2026  HISTORY     - 19970506 GOOD             USPSQD
 AY2026  HISTORY     - 20030110 GOOD             USPSQD
 AY2026  HISTORY     - 20051115 GOOD             USPSQD
 AY2026
 AY2026                          STATION DESCRIPTION
 AY2026
 AY2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2026'STATION IS LOCATED 10.25 MILES SSW OF HONDO, 4.0 MILES NNW
 AY2026'OF YANCY ON PROPERTY OF MR. T.A. DUDERSTADT.  IT IS ON TOP
 AY2026'OF A PROMINENT GRAVEL COVERED KNOLL, 0.25 MILE WSW OF DUDERSTADT
 AY2026'HOME, 160 FEET N OF FENCE LINE, ABOUT 0.1 MILE NE OF ENTRANCE
 AY2026'GATE TO DUDERSTADT PROPERTY.
 AY2026'
 AY2026'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AY2026'BRONZE DISKS SET IN CONCRETE.
 AY2026'
 AY2026'REFERENCE MARK NO. 1 IS ON E SLOPE OF HILL 122.55 FEET E
 AY2026'OF STATION.
 AY2026'
 AY2026'REFERENCE MARK NO. 2 IS ON S SLOPE OF HILL, 75 FEET N OF FENCE,
 AY2026'96.79 FEET SSE OF STATION.
 AY2026'
 AY2026'AZIMUTH MARK IS 0.8 MILE S OF STATION, 22 FEET W OF ROAD,
 AY2026'9 FEET W OF FENCE, 0.2 MILE N OF EW ROAD.  FROM STATION GO
 AY2026'SW 0.1 MILE TO GATE, THENCE 0.7 MILE ON ROAD TO MARK ON W
 AY2026'SIDE.
 AY2026'
 AY2026'TO REACH FROM POST OFFICE IN YANCEY, GO E FOR 0.3 MILE TO
 AY2026'NS HIGHWAY, THENCE LEFT (N) FOR 3.3 MILES TO T-ROAD, THENCE
 AY2026'LEFT (W AND S) FOR 1.95 MILES TO T-ROAD, THENCE RIGHT (N)
 AY2026'FOR 0.02 MILE TO CORNER, THENCE LEFT (W) FOR 1.05 MILES TO
 AY2026'T-ROAD, THENCE RIGHT (N) FOR 1.0 MILE TO GATE.  STATION
 AY2026'IS ABOUT 0.1 MILE NE OF GATE ON TOP OF KNOLL.  TRUCK CAN
 AY2026'BE DRIVEN TO TOP OF HILL.
 AY2026'
 AY2026'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AY2026
 AY2026                          STATION RECOVERY (1937)
 AY2026
 AY2026'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY2026'STATION, REFERENCE MARKS AND AZIMUTH RECOVERED IN GOOD CONDITION
 AY2026'AND AS DESCRIBED.  DIRECTIONS FOR LOCATING STATION ARE GOOD.
 AY2026
 AY2026                          STATION RECOVERY (1986)
 AY2026
 AY2026'RECOVERY NOTE BY US POWER SQUADRON 1986 (HLJ)
 AY2026'RECOVERED IN GOOD CONDITION.
 AY2026
 AY2026                          STATION RECOVERY (1986)
 AY2026
 AY2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 AY2026'THE STATION WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS HAD BEEN
 AY2026'PUSHED OVER.  THE REFERENCE MARKS WERE REPLACED IN AN UPRIGHT POSITION
 AY2026'AND OBSERVED UPON.  THE AZIMUTH MARK WAS FOUND DESTROYED AND NO
 AY2026'SUITABLE PLACE WAS FOUND FOR ANOTHER ONE.  THE STATION IS 16.0 KM
 AY2026'(9.95 MI) SOUTH OF HONDO, 6.40 KM (3.95 MI) NORTHWEST OF YANCEY AND ON
 AY2026'TOP OF A HILL ON THE OLD DUDERSTADT PROPERTY.  THE PRESENT OWNERSHIP
 AY2026'COULD NOT BE ESTABLISHED AT THIS TIME.  TO REACH FROM THE JUNCTIONS OF
 AY2026'FARM ROADS 462 AND 2200 IN YANCEY, GO NORTHERLY ON FM 2200 FOR 9.76 KM
 AY2026'(6.05 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL
 AY2026'ROAD FOR 1.6 KM (1.00 MI) TO CROSS ROADS.  TURN LEFT AND GO NORTH ON A
 AY2026'GRAVEL ROAD FOR 1.44 TO A GATE THAT IS MADE OF STEEL.  PASS THRU THE
 AY2026'GATE AND GO NORTHEAST FOR 0.16 KM (0.10 MI) TO A FORK.  TURN RIGHT ON
 AY2026'A DIM TRAIL AND GO SOUTHWEST, UPHILL, TO THE TOP OF THE HILL AND THE
 AY2026'STATION.  THE STATION MARK, STAMPED---YANCEY 1935---, IS A STANDARD
 AY2026'DISK SET IN TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
 AY2026'IT IS 91.44 METERS (300.00 FT) NORTHEAST OF THE GATE, 48.77 METERS
 AY2026'(160.01 FT) NORTH OF A FENCE AND IS ON TOP OF THE HILL ABOUT CENTER OF
 AY2026'A CLEARED AREA.  REFERENCE MARKS ARE STANDARD DISKS SET IN TOP OF
 AY2026'SQUARE CONCRETE MONUMENTS FLUSH WITH THE GROUND.  REFERENCE MARK 1,
 AY2026'STAMPED---YANCEY NO 1 1935---, IS 129.54 METERS (425.00 FT) NORTHEAST
 AY2026'OF THE GATE AND 51.21 METERS (168.01 FT) NORTH OF THE FENCE.  THE MARK
 AY2026'IS LOCATED ON THE NORTHEAST EDGE OF THE HILL AT THE POINT WHERE THE
 AY2026'DOWNSLOPE BEGINS.  REFERENCE MARK 2, STAMPED---YANCEY NO 2 1935---IS
 AY2026'83.82 METERS (275.00 FT) NORTH-NORTHEAST OF THE GATE AND 22.86 METERS
 AY2026'(75.00 FT) NORTH OF THE FENCE.
 AY2026
 AY2026                          STATION RECOVERY (1997)
 AY2026
 AY2026'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2026'RECOVERED IN GOOD CONDITION.
 AY2026
 AY2026                          STATION RECOVERY (2003)
 AY2026
 AY2026'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2026'REF MK 1 AND 2 GOOD, AZ MK NOT FOUND (BULLDOZED)
 AY2026
 AY2026                          STATION RECOVERY (2005)
 AY2026
 AY2026'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY2026'NEW OWNER  HERMAN WOERNDEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1319 ***********************************************************************
 CR1319  DESIGNATION -  YANTIS
 CR1319  PID         -  CR1319
 CR1319  STATE/COUNTY-  TX/WOOD
 CR1319  USGS QUAD   -  YANTIS (1981)
 CR1319
 CR1319                         *CURRENT SURVEY CONTROL
 CR1319  ___________________________________________________________________
 CR1319* NAD 83(1993)-  32 55 43.83574(N)    095 33 56.84584(W)     ADJUSTED  
 CR1319* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 CR1319  ___________________________________________________________________
 CR1319  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 CR1319  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CR1319
 CR1319  HORZ ORDER  -  SECOND
 CR1319
 CR1319.The horizontal coordinates were established by classical geodetic methods
 CR1319.and adjusted by the National Geodetic Survey in February 1996..
 CR1319
 CR1319.The orthometric height was scaled from a topographic map.
 CR1319
 CR1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1319
 CR1319.The geoid height was determined by GEOID03.
 CR1319
 CR1319;                    North         East     Units Scale Factor Converg.
 CR1319;SPC TXNC     - 2,143,794.117   874,361.204   MT  0.99987491   +1 36 01.1
 CR1319;SPC TXNC     - 7,033,431.20  2,868,633.38   sFT  0.99987491   +1 36 01.1
 CR1319;UTM  15      - 3,646,319.817   260,089.279   MT  1.00030975   -1 23 43.5
 CR1319
 CR1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1319!SPC TXNC     -   0.99998009  x   0.99987491  =   0.99985500
 CR1319!UTM  15      -   0.99998009  x   1.00030975  =   1.00028983
 CR1319
 CR1319|---------------------------------------------------------------------|
 CR1319| PID    Reference Object                     Distance      Geod. Az  |
 CR1319|                                                           dddmmss.s |
 CR1319| CY3185 YANTIS RM 2                          25.275 METERS 11424     |
 CR1319| CY3183 YANTIS AZ MK                                       2750727.5 |
 CR1319| CY3184 YANTIS RM 1                          26.354 METERS 35009     |
 CR1319|---------------------------------------------------------------------|
 CR1319
 CR1319                          SUPERSEDED SURVEY CONTROL
 CR1319
 CR1319  NAD 83(1993)-  32 55 43.84013(N)    095 33 56.83958(W) AD(       ) 2
 CR1319  NAD 83(1986)-  32 55 43.84200(N)    095 33 56.83312(W) AD(       ) 2
 CR1319  NAD 27      -  32 55 43.41090(N)    095 33 55.99260(W) AD(       ) 2
 CR1319
 CR1319.Superseded values are not recommended for survey control.
 CR1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1319.See file dsdata.txt to determine how the superseded data were derived.
 CR1319
 CR1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6008946320(NAD 83)
 CR1319_MARKER: DS = TRIANGULATION STATION DISK
 CR1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1319
 CR1319  HISTORY     - Date     Condition        Report By
 CR1319  HISTORY     - 1957     MONUMENTED       CGS
 CR1319  HISTORY     - 19950826 GOOD             USPSQD
 CR1319
 CR1319                          STATION DESCRIPTION
 CR1319
 CR1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1319'THE STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF QUITMAN,
 CR1319'ABOUT 0.4 MILE EAST OF YANTIS ON AN OVAL RIDGE THAT RUNS IN
 CR1319'A NORTH-SOUTH DIRECTION, 41 FEET WEST OF A FENCE LINE AND
 CR1319'29 FEET NORTH A 36-INCH TRIANGLE BLAZED OAK TREE.  THE MARK IS
 CR1319'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED YANTIS
 CR1319'1957.
 CR1319'
 CR1319'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE LINE.  THE MARK
 CR1319'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1319'STAMPED YANTIS NO 1 1957.
 CR1319'
 CR1319'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A FENCE LINE.  THE
 CR1319'MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR1319'IS STAMPED YANTIS NO 2 1957.
 CR1319'
 CR1319'AZIMUTH MARK IS ABOUT 150 YARDS SOUTH-SOUTHWEST OF THE POST
 CR1319'OFFICE, 49 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 154
 CR1319'AND 1 FOOT EAST OF A GATE POST.  THE MARK PROJECTS 6 INCHES
 CR1319'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED YANTIS 1957.
 CR1319'
 CR1319'TO REACH THE STATION FROM THE POST OFFICE IN YANTIS, GO EAST FOR
 CR1319'0.4 MILE TO WHERE THE MAIN ROAD TURNS LEFT AND A DIM ROAD
 CR1319'ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A GATE,
 CR1319'CONTINUE THROUGH GATE AND GO SOUTH FOR 0.2 MILE TO THE SOUTH
 CR1319'END OF SOME TALL OAKS TREES AND THE STATION AS DESCRIBED.
 CR1319'
 CR1319'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN YANTIS, GO
 CR1319'SOUTH-SOUTHWEST FOR ABOUT 150 YARDS TO THE AZIMUTH MARK ON
 CR1319'THE RIGHT AS DESCRIBED.
 CR1319'
 CR1319'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1319
 CR1319                          STATION RECOVERY (1995)
 CR1319
 CR1319'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1369 ***********************************************************************
 DN1369  DESIGNATION -  YATES
 DN1369  PID         -  DN1369
 DN1369  STATE/COUNTY-  TX/JACK
 DN1369  USGS QUAD   -  WIZARD WELLS (1978)
 DN1369
 DN1369                         *CURRENT SURVEY CONTROL
 DN1369  ___________________________________________________________________
 DN1369* NAD 83(1993)-  33 10 44.44910(N)    097 55 35.13385(W)     ADJUSTED  
 DN1369* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 DN1369  ___________________________________________________________________
 DN1369  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DN1369  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DN1369
 DN1369  HORZ ORDER  -  FIRST
 DN1369
 DN1369.The horizontal coordinates were established by classical geodetic methods
 DN1369.and adjusted by the National Geodetic Survey in February 1996..
 DN1369
 DN1369.The orthometric height was scaled from a topographic map.
 DN1369
 DN1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1369
 DN1369.The geoid height was determined by GEOID03.
 DN1369
 DN1369;                    North         East     Units Scale Factor Converg.
 DN1369;SPC TXNC     - 2,167,850.093   653,486.872   MT  0.99987508   +0 18 46.2
 DN1369;SPC TXNC     - 7,112,354.85  2,143,981.51   sFT  0.99987508   +0 18 46.2
 DN1369;UTM  14      - 3,671,645.895   600,088.156   MT  0.99972351   +0 35 15.2
 DN1369
 DN1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1369!SPC TXNC     -   0.99995241  x   0.99987508  =   0.99982749
 DN1369!UTM  14      -   0.99995241  x   0.99972351  =   0.99967593
 DN1369
 DN1369|---------------------------------------------------------------------|
 DN1369| PID    Reference Object                     Distance      Geod. Az  |
 DN1369|                                                           dddmmss.s |
 DN1369| CY3188 YATES RM 2                           24.466 METERS 06421     |
 DN1369| DN1366 BRIDGEPORT MUNICIPAL TANK           APPROX.16.8 KM 0763357.6 |
 DN1369| CY3187 YATES RM 1                           23.515 METERS 32930     |
 DN1369| CY3186 YATES AZ MK                                        3462836.7 |
 DN1369|---------------------------------------------------------------------|
 DN1369
 DN1369                          SUPERSEDED SURVEY CONTROL
 DN1369
 DN1369  NAD 83(1993)-  33 10 44.45029(N)    097 55 35.12953(W) AD(       ) 1
 DN1369  NAD 83(1986)-  33 10 44.45272(N)    097 55 35.11929(W) AD(       ) 1
 DN1369  NAD 27      -  33 10 44.03500(N)    097 55 33.98000(W) AD(       ) 1
 DN1369
 DN1369.Superseded values are not recommended for survey control.
 DN1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1369.See file dsdata.txt to determine how the superseded data were derived.
 DN1369
 DN1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0008871646(NAD 83)
 DN1369_MARKER: DS = TRIANGULATION STATION DISK
 DN1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1369
 DN1369  HISTORY     - Date     Condition        Report By
 DN1369  HISTORY     - 1935     MONUMENTED       CGS
 DN1369  HISTORY     - 1940     GOOD             TXGS
 DN1369  HISTORY     - 1947     GOOD             LOCSUR
 DN1369  HISTORY     - 1955     GOOD             CGS
 DN1369  HISTORY     - 1958     GOOD             USGS
 DN1369  HISTORY     - 1960     MARK NOT FOUND   CGS
 DN1369
 DN1369                          STATION DESCRIPTION
 DN1369
 DN1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1369'STATION IS ABOUT 4.0 MILES E OF WIZARD WELLS.  2.5 MILES NE OF
 DN1369'VINEYARD.  8.0 MILES WSW OF BRIDGEPORT.  NEAR THE S END OF THE
 DN1369'FIRST RIDGE W OF BRIDGEPORT LAKE.  ON PROPERTY OWNED BY MR. YATES
 DN1369'OF VINEYARD AND LOCALLY KNOWN AS Y BAR RANCH.  THE MARK IS
 DN1369'NEAR THE CENTER OF A TRIANGLE FORMED BY THREE PROMINENT LIVE
 DN1369'OAK TREES.  IT IS 38.5 FEET NW OF 8-INCH LIVE OAK WITH TRIANGLE
 DN1369'BLAZE, 44.5 FEET NE OF 12-INCH LIVE OAK TREE.  50.6 FEET SSW OF
 DN1369'14-INCH LIVE OAK TREE AND PROJECTS 5 INCHES.
 DN1369'
 DN1369'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1369'BRONZE DISKS SET IN CONCRETE.
 DN1369'
 DN1369'REFERENCE MARK NO. 1 IS NW OF THE STATION, 71.2 FEET W OF
 DN1369'14-INCH OAK.  100.5 FEET N OF 12-INCH OAK AND PROJECTS 3 INCHES.
 DN1369'
 DN1369'REFERENCE MARK NO. 2, IS NE OF THE STATION.  45.6 FEET ESE OF
 DN1369'14-INCH OAK.  62.8 FEET NE OF 8-INCH OAK WITH TRIANGLE BLAZE,
 DN1369'AND PROJECTS 3 INCHES.
 DN1369'
 DN1369'AZIMUTH MARK IS NNW AND IN SAME FIELD AS STATION.  ABOUT 25
 DN1369'YARDS E OF E END OF A LINE OF LIVE OAK TREES AND 75 FEET NE
 DN1369'OF VERY PROMINENT DOUBLE TRUNK LIVE OAK TREE.  IT IS FLUSH WITH
 DN1369'THE GROUND.
 DN1369'
 DN1369'STATION MAY BE REACHED BY GOING N ON DIRT ROAD FROM THE
 DN1369'VINEYARD RAILROAD DEPOT 1.05 MILES TO A WOODEN GATE ON RIGHT,
 DN1369'E.  THENCE E THROUGH THE GATE AND GO 0.75 MILE TO RANCH HOUSE.
 DN1369'PASS THROUGH STOCK CORRALS AT THE S SIDE OF HOUSE AND GO E
 DN1369'ON DIM ROAD 0.8 MILE TO SALT BINS.  CONTINUE E 0.65 MILE TO LONE
 DN1369'LIVE OAK TREE.  CONTINUE E 0.1 MILE TO THREE LIVE OAK TREES
 DN1369'FORMING A TRIANGLE, AND STATION SITE.  STATION MAY BE REACHED
 DN1369'FROM WIZARD WELLS POST OFFICE BY GOING S AND E ON DIRT ROAD
 DN1369'0.75 MILE TO FORKS.  TAKE RIGHT FORK AND GO S 1.05 MILES TO
 DN1369'WOODEN GATE.  THENCE E AS ABOVE.
 DN1369'
 DN1369'ALL LIGHTS BECOME VISIBLE AT 30 FEET.
 DN1369
 DN1369                          STATION RECOVERY (1940)
 DN1369
 DN1369'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DN1369'STATION RECOVERED AS DESCRIBED, BUT THERE IS A BETTER WAY
 DN1369'TO REACH STATION.  GO NORTHERLY ON GRAVEL ROAD FROM VINEYARD
 DN1369'TO T-INTERSECTION E-W AT NW CORNER Y BAR RANCH.  TAKE E ROAD
 DN1369'AT T AND GO E TO 45 DEG LEFT TURN, BEYOND WHICH ABOUT 100 YARDS,
 DN1369'THERE IS A CONCRETE SQUARE WATER TANK ON GROUND, AND WINDMILL
 DN1369'JUST INSIDE LOCKED GATE ON RIGHT.  GO THROUGH GATE AND FOLLOW
 DN1369'TRACK ROAD SOUTHERLY ALONG RIM OF RIDGE OVERLOOKING BRIDGEPORT
 DN1369'LAKE TO CLUSTER OF LIVE OAKS THROUGH WHICH TRACK ROAD PASSES.
 DN1369'FROM POINT AT WHICH ROAD EMERGES FROM THE CLUSTER THE THREE
 DN1369'PROMINENT OAKS MENTIONED IN ORIGINAL DESCRIPTION BEAR SSW
 DN1369'AND LONE OAK 0.1 MILE DISTANT (W OF 3 OAKS) BEARS SW.
 DN1369'MESQUITE BRUSH HAS GROWN UP IN VICINITY OF THESE OAKS.  BUT
 DN1369'THEIR TOPS CAN BE OBSERVED ABOVE SURROUNDING BRUSH.
 DN1369'KEY TO LOCKED GATE CAN BE OBTAINED FROM MR. YATES AT Y-BAR
 DN1369'RANCH HOUSE AT VINEYARD.
 DN1369
 DN1369                          STATION RECOVERY (1947)
 DN1369
 DN1369'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (FP)
 DN1369'DESCRIPTION MAY BE REVISED TO READ AS FOLLOWS, ABOUT 4.0 MILES
 DN1369'EAST OF WIZARD WELLS.  2.5 MILES NORTHEAST OF VINEYARD.  8.0
 DN1369'MILES WEST SOUTHWEST OF BRIDGEPORT.  STATION MAY BE REACHED BY
 DN1369'GOING NORTH ON DIRT ROAD FROM THE VINEYARD RAILROAD DEPOT
 DN1369'2.20 MILES TO T-INTERSECTION, TURN RIGHT AND GO 2.62 MILES EAST
 DN1369'TO WISE CO. LINE AND WOOD GATE (LOCKED) ON RIGHT.  TURN THRU
 DN1369'GATE AND FOLLOW DIM RIDGE ROAD SOUTHWEST FOR 1.08 MILES TO
 DN1369'THREE LIVE OAK TREES, FORMING A TRIANGLE, AND STATION SITE.
 DN1369'THE STATION MAY BE REACHED FROM WIZARD WELLS POST OFFICE
 DN1369'BY GOING SOUTH AND EAST ON DIRT ROAD FOR 0.97 MILES TO ROAD
 DN1369'ON RIGHT.  CONTINUE ON EAST TO WISE CO. LINE AS ABOVE.
 DN1369'
 DN1369'STATION AND REFERENCE MARKERS 1 AND 2 RECOVERED AND IN GOOD
 DN1369'CONDITION.
 DN1369
 DN1369                          STATION RECOVERY (1955)
 DN1369
 DN1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WJB)
 DN1369'STATION WAS RECOVERED IN EXCELLENT CONDITION.  IT IS STAMPED
 DN1369'YATES 1935.  OF THE THREE LIVE OAK TREES IN A TRIANGLE ABOUT
 DN1369'THE STATION, THE ONE ON THE EAST WITH A TRIANGLE BLAZE IS
 DN1369'STANDING BUT DEAD, ALSO THE TREE TO THE NORTH IS STANDING BUT DEAD.
 DN1369
 DN1369                          STATION RECOVERY (1958)
 DN1369
 DN1369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1369'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  ROADS
 DN1369'AND LOCAL FEATURES HAVE CHANGED.
 DN1369'
 DN1369'NEW DESCRIPTION AS FOLLOWS--STATION IS ABOUT 3.2 MILES AIRLINE
 DN1369'EAST-SOUTHEAST OF WIZARD WELLS, 2.5 MILES AIRLINE NORTHEAST
 DN1369'OF VINEYARD, NEAR THE SOUTH END OF THE FIRST RIDGE WEST OF LAKE
 DN1369'BRIDGEPORT, ON THE YATES RANCH, 170 FEET WEST-SOUTHWEST OF
 DN1369'THE SOUTHWEST CORNER OF A SLUSH PIT AND 13 FEET WEST OF AN
 DN1369'UNDER-GROUND PIPELINE.
 DN1369'
 DN1369'TO REACH THE STATION FROM WIZARD WELLS, GO EAST FOR 0.8 MILE TO
 DN1369'T-ROAD SOUTH, CONTINUE ON STRAIGHT AHEAD FOR 0.4 MILE TO BUMP
 DN1369'GATE ON THE RIGHT.  PASS THROUGH GATE AND GO SOUTH-SOUTHEAST
 DN1369'FOR 0.7 MILE TO ROAD FORK.  THENCE LEFT (EAST) FOR 0.2 MILE
 DN1369'TO GATE.  PASS THROUGH GATE AND CONTINUE ON FOR 0.8 MILE TO ROAD
 DN1369'FORK.  THENCE LEFT (EAST) FOR 0.3 MILE TO ROAD FORK.  THENCE
 DN1369'RIGHT (EAST) FOR 0.9 MILE TO SLUSH PIT AND STATION SITE.
 DN1369
 DN1369                          STATION RECOVERY (1960)
 DN1369
 DN1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DN1369'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-3, STATION 1026.
 DN1369'
 DN1369'RECOVERED BY USGS IN 1958.
 DN1369'
 DN1369'NOTE BY NGS, 1960--STATION COULD NOT BE LOCATED, HOWEVER IT IS NOT
 DN1369'DEFINITE THAT IT HAS BEEN DESTROYED.
 DN1369'
 DN1369'STATION MARK--USC AND GS STANDARD BRONZE DISK SET IN A CONCRETE POST
 DN1369'WHICH PROJECTS 5 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0561 ***********************************************************************
 BO0561  DESIGNATION -  YATES
 BO0561  PID         -  BO0561
 BO0561  STATE/COUNTY-  TX/PECOS
 BO0561  USGS QUAD   -  DIVIDE COUNTRY (1967)
 BO0561
 BO0561                         *CURRENT SURVEY CONTROL
 BO0561  ___________________________________________________________________
 BO0561* NAD 83(1993)-  30 49 37.50289(N)    101 57 28.29818(W)     ADJUSTED  
 BO0561* NAVD 88     -       895.8    (meters)    2939.     (feet)  VERTCON   
 BO0561  ___________________________________________________________________
 BO0561  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BO0561  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 BO0561
 BO0561  HORZ ORDER  -  SECOND
 BO0561
 BO0561.The horizontal coordinates were established by classical geodetic methods
 BO0561.and adjusted by the National Geodetic Survey in February 1996..
 BO0561
 BO0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0561
 BO0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0561
 BO0561.The geoid height was determined by GEOID03.
 BO0561
 BO0561;                    North         East     Units Scale Factor Converg.
 BO0561;SPC TX C     - 3,129,772.762   544,594.661   MT  0.99988635   -0 50 12.2
 BO0561;SPC TX C     -10,268,262.80  1,786,724.32   sFT  0.99988635   -0 50 12.2
 BO0561;UTM  14      - 3,414,183.468   217,056.353   MT  1.00058768   -1 31 00.3
 BO0561;UTM  13      - 3,414,400.080   791,009.177   MT  1.00064480   +1 33 36.1
 BO0561
 BO0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0561!SPC TX C     -   0.99986303  x   0.99988635  =   0.99974940
 BO0561!UTM  14      -   0.99986303  x   1.00058768  =   1.00045063
 BO0561!UTM  13      -   0.99986303  x   1.00064480  =   1.00050775
 BO0561
 BO0561|---------------------------------------------------------------------|
 BO0561| PID    Reference Object                     Distance      Geod. Az  |
 BO0561|                                                           dddmmss.s |
 BO0561| CH9985 YATES RM 2                           34.778 METERS 00200     |
 BO0561| CH9983 YATES AZ MK                                        0814748.3 |
 BO0561| CH9984 YATES RM 1                           48.000 METERS 08819     |
 BO0561|---------------------------------------------------------------------|
 BO0561
 BO0561                          SUPERSEDED SURVEY CONTROL
 BO0561
 BO0561  NAD 83(1986)-  30 49 37.50972(N)    101 57 28.28561(W) AD(       ) 2
 BO0561  NAD 27      -  30 49 36.93800(N)    101 57 26.81900(W) AD(       ) 2
 BO0561  NGVD 29 (07/19/86)  895.5    (m)         2938.     (f) VERT ANG       
 BO0561
 BO0561.Superseded values are not recommended for survey control.
 BO0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0561.See file dsdata.txt to determine how the superseded data were derived.
 BO0561
 BO0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1705614183(NAD 83)
 BO0561_MARKER: DS = TRIANGULATION STATION DISK
 BO0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0561
 BO0561  HISTORY     - Date     Condition        Report By
 BO0561  HISTORY     - 1935     MONUMENTED       CGS
 BO0561  HISTORY     - 1940     GOOD             SHELL
 BO0561  HISTORY     - 1966     GOOD             CGS
 BO0561
 BO0561                          STATION DESCRIPTION
 BO0561
 BO0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BO0561'STATION LIES 0.2 MILE S OF A LONE NE FENCE CORNER, 10-1/2 FEET
 BO0561'E OF N-S FENCE, AT ABOUT THE CENTER OF HIGH GROUND ON A LOW
 BO0561'RIDGE SPARSELY COVERED WITH SCRUB CEDAR, 5-1/2 MILES AIRLINE
 BO0561'SSW OF IRAAN, AND ABOUT 3 MILES S OF EDGE OF S RIM OF PECOS
 BO0561'VALLEY.  ABOUT 2 MILES S OF PRESENT S EDGE OF YATES OIL FIELD.
 BO0561'STATION MARK PROJECTS 9 INCHES.
 BO0561'
 BO0561'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BO0561'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND
 BO0561'11A.
 BO0561'
 BO0561'REFERENCE MARK NO. 1 IS E OF STATION, 168 FEET E OF N-S FENCE
 BO0561'AND PROJECTS 4 INCHES.
 BO0561'
 BO0561'REFERENCE MARK NO. 2 IS N OF STATION, 1 FOOT E OF N-S FENCE
 BO0561'AND PROJECTS 6 INCHES.
 BO0561'
 BO0561'AZIMUTH MARK IS 0.2 MILE N AND 0.4 MILE E OF STATION, 16 FEET
 BO0561'S OF CENTER OF A TRACK ROAD, ABOUT THE CENTER OF A BARE SPOT
 BO0561'ON THE HILL, AND PROJECTS 9 INCHES.
 BO0561'
 BO0561'STATION IS REACHED FROM POST OFFICE IN IRAAN BY DRIVING
 BO0561'SOUTHERLY ON AN OILED ROAD GOING TOWARD SHEFFIELD FOR 2.2 MILES,
 BO0561'LEAVE HIGHWAY 100 YARDS W OF RED BARN HOTEL, TURNING SHARP RIGHT
 BO0561'W ON OILED ROAD FOR 0.4 MILE.  TAKE LEFT FORK SOUTHERLY ON MAIN
 BO0561'ROAD ASCENDING CLIFF, FOR 2.5 MILES.  PASS 75 YARDS S OF FIVE
 BO0561'JOINED OIL TANKS AND CONTINUE ON MAIN ROAD 0.5 MILE, TURN VERY
 BO0561'SHARP LEFT FOR 0.8 MILE ON OILED ROAD, TAKE MAIN LEFT FORK
 BO0561'SOUTHERLY 0.2 MILE, TURN RIGHT W ON MAIN ROAD 0.8 MILE, TAKE
 BO0561'MAIN LEFT FORK FOR 50 YARDS TO SW, THEN TAKE MAIN LEFT FORK S
 BO0561'ON BLADED ROAD 0.4 MILE TO PHILLIPS-RAMSEY LEASE SIGN.  HERE
 BO0561'CONTINUE S ON DIMMER PLAIN TRACK ROAD, TAKING LEFT FORK 1.2
 BO0561'MILES.  KEEP MAIN FORK SOUTHERLY ALONG TOP OF RIDGE 0.5
 BO0561'MILE, KEEP MAIN LEFT FORK SOUTHERLY ALONG TOP OF RIDGE 0.2
 BO0561'MILE, TAKE LESSER TRAVELED RIGHT FORK SOUTHERLY 0.2 MILE, TAKE
 BO0561'MAIN RIGHT FORK SOUTHWESTERLY 0.1 MILE, TAKE MAIN LEFT FORK
 BO0561'SOUTHERLY 0.1 MILE TO SPOT ON HILL BARE OF VEGETATION, TURN
 BO0561'RIGHT OR W ON A DIM CROSS ROAD FOR 0.5 MILE TO A LONE NE
 BO0561'FENCE CORNER, LEAVE ROAD AND DRIVE 0.2 MILE S ALONG E SIDE
 BO0561'OF FENCE TO STATION.
 BO0561'
 BO0561'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATIONS SLAUGHTER AND
 BO0561'BAKER.  A 20-FOOT WOOD STAND WAS USED.
 BO0561
 BO0561                          STATION RECOVERY (1940)
 BO0561
 BO0561'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 BO0561'STATION, AZIMUTH AND REFERENCE MARKS ARE INTACT AND IN EXCELLENT
 BO0561'CONDITION.
 BO0561'
 BO0561'WE HAVE ERECTED A 20-FOOT TOWER OVER THIS STATION.
 BO0561
 BO0561                          STATION RECOVERY (1966)
 BO0561
 BO0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (TWS)
 BO0561'STATION RECOVERED IN GOOD CONDITION.
 BO0561'
 BO0561'NEW ROAD DESCRIPTION IS AS FOLLOWS--TO REACH THE STATION FROM
 BO0561'POST OFFICE IN IRAAN GO S ON STATE HWY. 349 FOR 1.4 MILES TO
 BO0561'PAVED OIL FIELD ROAD, TURN RIGHT ON OIL FIELD ROAD FOLLOW MAIN
 BO0561'ROAD UP TO TOP OF HILL FOR 3.8 MILES TO ROAD FORK AND STATION MID
 BO0561'ABOUT 200 FEET N OF ROAD FORK AND TWO LARGE TOWERS.  TURN LEFT
 BO0561'(SOUTH) FOR 1.5 MILES TO GRADED ROAD, TURN LEFT, FOLLOW GRADED
 BO0561'ROAD FOR 2.4 MILES WITH FENCE ON W SIDE OF ROAD TO HOLMES COW
 BO0561'CAMP WITH WATER WELL, SMALL HOUSE, AND CORRAL.  TURN RIGHT
 BO0561'(WEST) THROUGH WIRE GATE AT N END OF CORRAL FOR 0.5 MILE TO WIRE
 BO0561'GATE ON S IN EW FENCE.  TURN S, 0.2 MILE TO STATION.
 BO0561'
 BO0561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 BO0561'AIRLINE MILES SW OF IRAAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0626 ***********************************************************************
 BN0626  DESIGNATION -  YEAGER
 BN0626  PID         -  BN0626
 BN0626  STATE/COUNTY-  TX/BLANCO
 BN0626  USGS QUAD   -  YEAGER CREEK (1986)
 BN0626
 BN0626                         *CURRENT SURVEY CONTROL
 BN0626  ___________________________________________________________________
 BN0626* NAD 83(1993)-  30 12 32.89586(N)    098 17 57.19251(W)     ADJUSTED  
 BN0626* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 BN0626  ___________________________________________________________________
 BN0626  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 BN0626  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 BN0626
 BN0626  HORZ ORDER  -  SECOND
 BN0626
 BN0626.The horizontal coordinates were established by classical geodetic methods
 BN0626.and adjusted by the National Geodetic Survey in February 1996..
 BN0626
 BN0626.The orthometric height was scaled from a topographic map.
 BN0626
 BN0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0626
 BN0626.The geoid height was determined by GEOID03.
 BN0626
 BN0626;                    North         East     Units Scale Factor Converg.
 BN0626;SPC TX C     - 3,061,927.594   895,835.684   MT  0.99997660   +1 02 51.7
 BN0626;SPC TX C     -10,045,674.11  2,939,087.57   sFT  0.99997660   +1 02 51.7
 BN0626;SPC TXSC     - 4,263,513.900   667,471.621   MT  0.99997941   +0 20 36.0
 BN0626;SPC TXSC     -13,987,878.52  2,189,863.14   sFT  0.99997941   +0 20 36.0
 BN0626;UTM  14      - 3,342,167.422   567,447.261   MT  0.99965612   +0 21 09.4
 BN0626
 BN0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0626!SPC TX C     -   0.99994315  x   0.99997660  =   0.99991975
 BN0626!SPC TXSC     -   0.99994315  x   0.99997941  =   0.99992256
 BN0626!UTM  14      -   0.99994315  x   0.99965612  =   0.99959929
 BN0626
 BN0626|---------------------------------------------------------------------|
 BN0626| PID    Reference Object                     Distance      Geod. Az  |
 BN0626|                                                           dddmmss.s |
 BN0626| CV5887 YEAGER RM 1                           8.792 METERS 07031     |
 BN0626| CV5886 YEAGER AZ MK                                       1625732.8 |
 BN0626| CV5888 YEAGER RM 2                           9.480 METERS 23241     |
 BN0626|---------------------------------------------------------------------|
 BN0626
 BN0626                          SUPERSEDED SURVEY CONTROL
 BN0626
 BN0626  NAD 83(1986)-  30 12 32.90698(N)    098 17 57.17678(W) AD(       ) 2
 BN0626  NAD 27      -  30 12 32.17160(N)    098 17 56.10740(W) AD(       ) 2
 BN0626
 BN0626.Superseded values are not recommended for survey control.
 BN0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0626.See file dsdata.txt to determine how the superseded data were derived.
 BN0626
 BN0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6744742167(NAD 83)
 BN0626_MARKER: DS = TRIANGULATION STATION DISK
 BN0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0626
 BN0626  HISTORY     - Date     Condition        Report By
 BN0626  HISTORY     - 1956     MONUMENTED       CGS
 BN0626  HISTORY     - 20060130 MARK NOT FOUND   USPSQD
 BN0626
 BN0626                          STATION DESCRIPTION
 BN0626
 BN0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0626'THE STATION IS LOCATED ABOUT 8 MIL SOUTHEAST OF JOHNSON
 BN0626'CITY, ABOUT 6 MILES WEST OF HENLY, 42 FEET NORTH OF THE
 BN0626'CENTERLINE OF U.S. HIGHWAY 290, 5.5 FEET SOUTH OF A WIRE FENCE
 BN0626'AND 4.5 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 BN0626'
 BN0626'TO REACH FROM THE POST OFFICE AT JOHNSON CITY.  GO SOUTHERLY,
 BN0626'ON U.S. HIGHWAY 290 FOR 6.2 MILES TO THE JUNCTION OF U.S.
 BN0626'HIGHWAY 290 AND U.S. HIGHWAY 281.  CONTINUE STRAIGHT AHEAD, ON
 BN0626'U.S. HIGHWAY 290 FOR 4.95 MILES TO THE STATION ON THE LEFT
 BN0626'HAND SIDE OF THE ROAD.  THE AZIMUTH MARK IS REACHED FROM THIS
 BN0626'POINT BY PACKING, ACROSS COUNTRY, FOR 0.2 MILE TO AN EAST-WEST
 BN0626'GRADED ROAD.
 BN0626'
 BN0626'THE STATION MARK PROJECTS 2 INCHES AND IS STAMPED YEAGER 1956.
 BN0626'
 BN0626'REFERENCE MARK 1 IS 45 FEET NORTH OF THE CENTERLINE OF U.S.
 BN0626'HIGHWAY 290, 21 FEET WEST OF A BOARD GATE AND 1 FOOT SOUTH OF
 BN0626'A WIRE FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED YEAGER NO
 BN0626'1 1956.
 BN0626'
 BN0626'REFERENCE MARK 2 IS 37 FEET NORTH OF THE CENTERLINE OF U.S.
 BN0626'HIGHWAY 290, 21 FEET SOUTH OF A WIRE FENCE AND ABOUT 2 FEET
 BN0626'LOWER THAN THE STATION.  IT PROJECTS 1 INCH AND IS STAMPED YEAGER
 BN0626'NO 2 1956.
 BN0626'
 BN0626'THE AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHEAST OF THE STATION, 9
 BN0626'FEET SOUTH OF THE CENTER OF A GRADED ROAD, 2 FEET WEST OF A
 BN0626'WHITE 4 IN X 4 IN WITNESS POST AND ON THE NORTH SLOPE OF A LOW
 BN0626'WOODED HILL.  IT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 BN0626'IS STAMPED YEAGER 1956.
 BN0626'
 BN0626'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0626
 BN0626                          STATION RECOVERY (2006)
 BN0626
 BN0626'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BN0626'LAT LON WOULD PUT THIS A GOOD WAYS BEHIND FENCE, POSSIBLY AN OLD
 BN0626'HIGHWAY ROW THAT HAS BEEN RETURNED TO PROPERTY OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0864 ***********************************************************************
 BM0864  DESIGNATION -  YEGUA
 BM0864  PID         -  BM0864
 BM0864  STATE/COUNTY-  TX/LEE
 BM0864  USGS QUAD   -  MC DADE (1982)
 BM0864
 BM0864                         *CURRENT SURVEY CONTROL
 BM0864  ___________________________________________________________________
 BM0864* NAD 83(1993)-  30 20 34.79672(N)    097 11 28.76578(W)     ADJUSTED  
 BM0864* NAVD 88     -       233.4    (meters)     766.     (feet)  VERTCON   
 BM0864  ___________________________________________________________________
 BM0864  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BM0864  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0864
 BM0864  HORZ ORDER  -  FIRST
 BM0864
 BM0864.The horizontal coordinates were established by classical geodetic methods
 BM0864.and adjusted by the National Geodetic Survey in February 1996..
 BM0864
 BM0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0864
 BM0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0864
 BM0864.The geoid height was determined by GEOID03.
 BM0864
 BM0864;                    North         East     Units Scale Factor Converg.
 BM0864;SPC TX C     - 3,079,242.050 1,002,056.750   MT  0.99994728   +1 37 06.0
 BM0864;SPC TX C     -10,102,479.96  3,287,581.19   sFT  0.99994728   +1 37 06.0
 BM0864;UTM  14      - 3,358,179.942   673,853.860   MT  0.99997289   +0 54 50.1
 BM0864
 BM0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0864!SPC TX C     -   0.99996745  x   0.99994728  =   0.99991473
 BM0864!UTM  14      -   0.99996745  x   0.99997289  =   0.99994034
 BM0864
 BM0864|---------------------------------------------------------------------|
 BM0864| PID    Reference Object                     Distance      Geod. Az  |
 BM0864|                                                           dddmmss.s |
 BM0864| CV5891 YEGUA RM 1                           18.623 METERS 13344     |
 BM0864| CV5893 YEGUA RM 3                           19.132 METERS 13346     |
 BM0864| BM0871 PAIGE ST JOHNS LUTH CH SPIRE        APPROX.17.1 KM 1515104.9 |
 BM0864| BM0866 MC DADE MUNICIPAL TANK              APPROX. 7.7 KM 2155200.8 |
 BM0864| BM0865 MC DADE BAPTIST CHURCH SPIRE        APPROX. 7.6 KM 2155421.5 |
 BM0864| BM0881 ELGIN MUNICIPAL TANK                APPROX.18.0 KM 2714110.7 |
 BM0864| BM0879 ELGIN R M GALYEAN GIN CO STACK      APPROX.17.3 KM 2730406.1 |
 BM0864| BM0878 ELGIN MUNICIPAL TANK                APPROX.17.4 KM 2731854.8 |
 BM0864| CV5889 YEGUA AZ MK                                        3033237.2 |
 BM0864| CV5894 YEGUA RM 4                           12.180 METERS 33322     |
 BM0864| CV5890 YEGUA AZ MK 2                                      3442742.9 |
 BM0864| CV5892 YEGUA RM 2                            9.482 METERS 35103     |
 BM0864|---------------------------------------------------------------------|
 BM0864
 BM0864                          SUPERSEDED SURVEY CONTROL
 BM0864
 BM0864  NAD 83(1986)-  30 20 34.81676(N)    097 11 28.74823(W) AD(       ) 1
 BM0864  NAD 27      -  30 20 34.06100(N)    097 11 27.78300(W) AD(       ) 1
 BM0864  NGVD 29 (07/19/86)  233.3    (m)          765.     (f) VERT ANG       
 BM0864
 BM0864.Superseded values are not recommended for survey control.
 BM0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0864.See file dsdata.txt to determine how the superseded data were derived.
 BM0864
 BM0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU7385458180(NAD 83)
 BM0864_MARKER: DS = TRIANGULATION STATION DISK
 BM0864_SETTING: 66 = SET IN ROCK OUTCROP
 BM0864_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BM0864_STAMPING: YEGUA 1935
 BM0864
 BM0864  HISTORY     - Date     Condition        Report By
 BM0864  HISTORY     - 1935     MONUMENTED       CGS
 BM0864  HISTORY     - 1937     GOOD             TXHD
 BM0864  HISTORY     - 1967     GOOD             CGS
 BM0864  HISTORY     - 1970     GOOD             TSI
 BM0864
 BM0864                          STATION DESCRIPTION
 BM0864
 BM0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0864'THIS STATION IS ABOUT 10 MILES E OF ELGIN, ABOUT 4 MILES NE OF
 BM0864'MC DADE, AND 19 MILES NW OF GIDDINGS, ON LAND OWNED BY W.E.
 BM0864'JOINER.  THE MARK IS SET ON THE MOST NORTHERLY OF THE YEQUA KNOBS
 BM0864'ON THE HIGHEST POINT.  IT IS 32 FEET S OF THE N EDGE OF THE
 BM0864'MOUND, 63 FEET NW OF THE SE EDGE, 15 FEET SW OF THE NE EDGE,
 BM0864'AND 25 FEET NE OF THE SW EDGE.
 BM0864'
 BM0864'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 BM0864'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BM0864'
 BM0864'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BM0864'
 BM0864'REFERENCE MARK NO. 1 IS SE OF THE STATION.
 BM0864'
 BM0864'REFERENCE MARK NO. 2 IS NNW OF THE STATION, NEAR THE NW EDGE
 BM0864'OF THE MOUND.
 BM0864'
 BM0864'AZIMUTH MARK IS ABOUT 0.4 MILE NW OF THE STATION IN FENCE LINE,
 BM0864'AND ABOUT 0.2 MILE NW OF THE NW BASE OF THE KNOB.  TO REACH,
 BM0864'GO DOWN THE SW SIDE OF THE MOUND.  HERE TURN RIGHT AND FOLLOW
 BM0864'TRAIL ABOUT 0.25 MILE TO FENCE LINE AND MARK.
 BM0864'
 BM0864'TO REACH STATION FROM MC DADE, LEAVE TEXAS HIGHWAY 20
 BM0864'AT STREET ON THE W SIDE OF THE RAILROAD STATION AND GO N 0.25
 BM0864'MILE TO T-ROAD, THENCE LEFT 0.45 MILE TO T-ROAD.  THENCE RIGHT
 BM0864'1.7 MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE STRAIGHT
 BM0864'AHEAD ON MAIN-TRAVELED ROAD 1.35 MILES TO FORK, THENCE LEFT
 BM0864'0.75 MILE TO FORK, THENCE RIGHT 0.5 MILE TO FORK, THENCE LEFT
 BM0864'1.6 MILES TO A T-ROAD AND SCHOOLHOUSE ON LEFT.  HERE TURN RIGHT
 BM0864'0.2 MILE TO GATE AND DRIVEWAY ON RIGHT, THENCE RIGHT,
 BM0864'FOLLOWING DIM TRAIL ACROSS FIELD 0.35 MILE TO A GATE AND HOUSE
 BM0864'ON RIGHT, GO THROUGH GATE 0.25 MILE TO FORKS AND GATE ON
 BM0864'LEFT.  TAKE RIGHT FORK AND GO 0.6 MILE TOWARD THE KNOBS
 BM0864'TO A WIRE GATE.  PASS THROUGH GATE AND GO 0.2 MILE TO
 BM0864'FORKS.  STATION IS ABOUT 500 YARDS NE OF THIS POINT.
 BM0864'
 BM0864'ALL LIGHTS WERE VISIBLE FROM THE GROUND.
 BM0864'
 BM0864'HEIGHT OF LIGHT ABOVE STATION MARK - 4 FEET.
 BM0864
 BM0864                          STATION RECOVERY (1937)
 BM0864
 BM0864'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0864'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BM0864'DESCRIPTION SATISFACTORY.
 BM0864
 BM0864                          STATION RECOVERY (1967)
 BM0864
 BM0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0864'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 BM0864'IN GOOD CONDITION.  A SEARCH WAS MADE FOR THE REFERENCE MARKS
 BM0864'AND THEY COULD NOT BE FOUND.  THE 1935 AZIMUTH MARK IS NOT
 BM0864'VISIBLE FROM THE STATION DUE TO THE GROWTH OF TREES.  REFERENCE
 BM0864'MARKS NO. 3 AND NO. 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 BM0864'
 BM0864'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 BM0864'
 BM0864'THE STATION IS LOCATED ABOUT 11 MILES EAST OF ELGIN AND 5 MILES
 BM0864'NORTHEAST OF MC DADE, ON THE HIGHEST POINT OF THE MOST NORTHERLY
 BM0864'HILL IN THE IMMEDIATE VICINITY KNOWN AS YEQUA KNOLL AND BELONGS
 BM0864'TO THE BARKER ESTATE.
 BM0864'
 BM0864'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND
 BM0864'LOOP 223 AT THE SOUTH SIDE OF MC DADE, GO NORTH ON LOOP 223 FOR
 BM0864'0.4 MILE TO A CROSSROAD IN MC DADE AND POST OFFICE ON THE
 BM0864'RIGHT.  CONTINUE NORTHERLY ON A PAVED ROAD FOR 7.1 MILE TO A SIDE
 BM0864'ROAD ON THE RIGHT AND AN OLD SCHOOL BUILDING ON THE LEFT.  TURN
 BM0864'RIGHT AND GO SOUTHEASTERLY ON A DIRT ROAD FOR 0.1 MILE TO A
 BM0864'CATTLE GUARD AND THE 1967 AZIMUTH MARK ON THE LEFT.  CROSS THE
 BM0864'CATTLE GUARD AND CONTINUE SOUTHERLY ON A TRACK ROAD FOR 0.7
 BM0864'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHERLY
 BM0864'ON THE MAIN TRACK ROAD FOR 0.45 MILE TO A GATE IN AN
 BM0864'EAST-WEST FENCE AND THE 1935 AZIMUTH MARK ON THE RIGHT.  PASS
 BM0864'THROUGH THE GATE AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR
 BM0864'0.25 MILE TO A GATE AND THE END OF TRUCK TRAVEL.  HERE
 BM0864'PACK EASTERLY, UPHILL, FOR 10 MINUTES TO THE HIGHEST POINT ON THE
 BM0864'HILL AND THE STATION.
 BM0864'
 BM0864'THE STATION MARK IS A STANDARD DISK STAMPED YEGUA 1935, CEMENTED
 BM0864'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BM0864'
 BM0864'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED YEGUA NO 3 1935
 BM0864'1967, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AT THE
 BM0864'SOUTHEAST SLOPE OF THE HILL AND ABOUT 4 FEET LOWER THAN THE
 BM0864'STATION.
 BM0864'
 BM0864'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED YEGUA NO 4 1935
 BM0864'1967, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AT THE
 BM0864'NORTHEAST SLOPE OF THE HILL AND ABOUT 6 FEET LOWER THAN THE
 BM0864'STATION.
 BM0864'
 BM0864'THE 1935 AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 BM0864'YEGUA 1935 AZIMUTH, SET IN TOP OF A 12-INCH SQUARE CONCRETE
 BM0864'POST THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 BM0864'IS 215 FEET WEST OF THE CENTER OF THE GATE AND 1 FOOT SOUTH OF
 BM0864'A FENCE.
 BM0864'
 BM0864'THE 1967 AZIMUTH MARK IS A STANDARD DISK STAMPED YEGUA 1935 AZ 2
 BM0864'1967, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 BM0864'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BM0864'58 FEET NORTHWEST OF A POWER POLE, 31 FEET SOUTH-SOUTHEAST
 BM0864'OF A DIRT ROAD, 18 FEET EAST-NORTHEAST OF THE CENTER OF A CATTLE
 BM0864'GUARD AND 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST IN A
 BM0864'FENCE LINE.
 BM0864'
 BM0864'HEIGHT OF LIGHT ABOVE STATION MARK 47.2 FEET.
 BM0864'
 BM0864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BM0864'5 MILES NORTHEAST OF MC DADE.
 BM0864
 BM0864                          STATION RECOVERY (1970)
 BM0864
 BM0864'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1970 (CB)
 BM0864'YEGUA 1935 - GOOD
 BM0864'
 BM0864'AZ MK YEGUA 1935-1967 - NEW NO REPORT ON R.M.S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2236 ***********************************************************************
 BL2236  DESIGNATION -  YELL
 BL2236  PID         -  BL2236
 BL2236  STATE/COUNTY-  TX/MONTGOMERY
 BL2236  USGS QUAD   -  KEENAN (1976)
 BL2236
 BL2236                         *CURRENT SURVEY CONTROL
 BL2236  ___________________________________________________________________
 BL2236* NAD 83(1993)-  30 20 56.09045(N)    095 41 44.99383(W)     ADJUSTED  
 BL2236* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 BL2236  ___________________________________________________________________
 BL2236  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BL2236  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL2236
 BL2236  HORZ ORDER  -  SECOND
 BL2236
 BL2236.The horizontal coordinates were established by classical geodetic methods
 BL2236.and adjusted by the National Geodetic Survey in February 1996..
 BL2236
 BL2236.The orthometric height was scaled from a topographic map.
 BL2236
 BL2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2236
 BL2236.The geoid height was determined by GEOID03.
 BL2236
 BL2236;                    North         East     Units Scale Factor Converg.
 BL2236;SPC TX C     - 3,084,923.919 1,145,728.549   MT  0.99994611   +2 23 18.9
 BL2236;SPC TX C     -10,121,121.22  3,758,944.41   sFT  0.99994611   +2 23 18.9
 BL2236;SPC TXSC     - 4,283,294.448   917,649.724   MT  1.00001960   +1 37 07.5
 BL2236;SPC TXSC     -14,052,775.20  3,010,655.80   sFT  1.00001960   +1 37 07.5
 BL2236;UTM  15      - 3,360,530.607   240,860.515   MT  1.00042854   -1 21 46.3
 BL2236
 BL2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2236!SPC TX C     -   0.99998545  x   0.99994611  =   0.99993156
 BL2236!SPC TXSC     -   0.99998545  x   1.00001960  =   1.00000505
 BL2236!UTM  15      -   0.99998545  x   1.00042854  =   1.00041398
 BL2236
 BL2236|---------------------------------------------------------------------|
 BL2236| PID    Reference Object                     Distance      Geod. Az  |
 BL2236|                                                           dddmmss.s |
 BL2236| CV8661 YELL RM 1                            24.323 METERS 07644     |
 BL2236| BL2235 KEENAN TEXAS FOREST SERV LOT        APPROX. 5.5 KM 1125743.9 |
 BL2236| CV8662 YELL RM 2                            20.830 METERS 15703     |
 BL2236| CV8660 YELL AZ MK                                         3395326.0 |
 BL2236|---------------------------------------------------------------------|
 BL2236
 BL2236                          SUPERSEDED SURVEY CONTROL
 BL2236
 BL2236  NAD 83(1986)-  30 20 56.10439(N)    095 41 44.97667(W) AD(       ) 2
 BL2236  NAD 27      -  30 20 55.35600(N)    095 41 44.16800(W) AD(       ) 2
 BL2236
 BL2236.Superseded values are not recommended for survey control.
 BL2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2236.See file dsdata.txt to determine how the superseded data were derived.
 BL2236
 BL2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4086160531(NAD 83)
 BL2236_MARKER: DS = TRIANGULATION STATION DISK
 BL2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2236
 BL2236  HISTORY     - Date     Condition        Report By
 BL2236  HISTORY     - 1952     MONUMENTED       CGS
 BL2236  HISTORY     - 1983     GOOD             LOCSUR
 BL2236  HISTORY     - 1985     GOOD             BOR
 BL2236  HISTORY     - 19920314 POOR             USPSQD
 BL2236
 BL2236                          STATION DESCRIPTION
 BL2236
 BL2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2236'THE STATION IS LOCATED ABOUT 14.0 MILES WEST OF CONROE, 2.75
 BL2236'MILES SOUTH OF MONTGOMERY, 200 YARDS WEST OF A LARGE GRAVEL PIT
 BL2236'AND 150 YARDS EAST OF STATE ROUTE NO. 149 ON TOP OF A HEAVILY
 BL2236'TIMBERED KNOLL ON LAND OWNED BY LUCILLE YELL.  IT IS ABOUT
 BL2236'75 YARDS WEST OF A GRADED ROAD LEADING INTO THE GRAVEL PIT,
 BL2236'34.0 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED OAK TREE,
 BL2236'31.0 FEET NORTHWEST OF A TRIANGULAR BLAZED OAK TREE AND 3.0
 BL2236'FEET WEST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND
 BL2236'IS STAMPED YELL 1952.
 BL2236'
 BL2236'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE KNOLL
 BL2236'ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 BL2236'4 INCHES AND IS STAMPED YELL NO 1 1952.
 BL2236'
 BL2236'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTH SLOPE OF THE
 BL2236'KNOLL ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.
 BL2236'IT PROJECTS 3 INCHES AND IS STAMPED YELL NO 2 1952.
 BL2236'
 BL2236'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 BL2236'MARK NO. 2 IS 95.93 FEET.
 BL2236'
 BL2236'THE AZIMUTH MARK IS 42.0 FEET EAST OF THE CENTER OF STATE
 BL2236'ROUTE NO. 149, 38.0 FEET SOUTH OF THE CENTER OF A CATTLE
 BL2236'GUARD, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT SOUTH OF A WITNESS
 BL2236'POST.  IT PROJECTS 3 INCHES AND IS STAMPED YELL 1952.
 BL2236'
 BL2236'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO.
 BL2236'105 AND STATE ROUTE NO. 149 ABOUT 0.15 MILE SOUTH OF THE POST
 BL2236'OFFICE IN MONTGOMERY, GO SOUTHERLY ON STATE ROUTE NO. 149
 BL2236'FOR 2.3 MILES TO A LARGE WHITE BOARD GATE AND CATTLE GUARD
 BL2236'ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 BL2236'SOUTH ON STATE ROUTE NO. 149 FOR 0.3 MILE TO THE TOP OF A
 BL2236'RISE AND A WHITE BOARD GATE ON THE LEFT, TURN LEFT THROUGH
 BL2236'THIS GATE AND FOLLOW A GRADED ROAD EAST ABOUT 100 YARDS TO
 BL2236'A FORK, TAKE THE LEFT FORK AND GO NORTH FOR ABOUT 100 YARDS
 BL2236'TO A LARGE TRIANGULAR BLAZED OAK TREE ON THE LEFT AND THE
 BL2236'STATION ABOUT 75 YARDS NORTHWEST ON TOP OF THE KNOLL AS
 BL2236'DESCRIBED.
 BL2236'
 BL2236'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL2236
 BL2236                          STATION RECOVERY (1983)
 BL2236
 BL2236'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 BL2236'CONDITION OF MONUMENT--
 BL2236'
 BL2236'FOUND MONUMENT IN GOOD CONDITION.  STATION IS LOCATED IN EXTREMELY
 BL2236'HEAVY VEGETATION.  WE WOULD HAVE NEEDED A 40 FOOT TOWER TO BE ABLE
 BL2236'TO USE THIS MONUMENT.
 BL2236'
 BL2236'CONDITION OF AZIMUTH MARK--
 BL2236'
 BL2236'FOUND AZIMUTH MARK IN POOR CONDITION.  APPEARS TO HAVE BEEN HIT BY
 BL2236'BUSH HOG.  THE BRASS DISC HAS BEEN KNOCKED OFF AND MONUMENT IS
 BL2236'LEANING TO ITS SIDE.
 BL2236
 BL2236                          STATION RECOVERY (1985)
 BL2236
 BL2236'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1985 (CN)
 BL2236'RECOVERED IN GOOD CONDITION.
 BL2236
 BL2236                          STATION RECOVERY (1992)
 BL2236
 BL2236'RECOVERY NOTE BY US POWER SQUADRON 1992 (DDD)
 BL2236'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2993 ***********************************************************************
 BX2993  DESIGNATION -  YELLOWPINE
 BX2993  PID         -  BX2993
 BX2993  STATE/COUNTY-  TX/SABINE
 BX2993  USGS QUAD   -  HEMPHILL (1984)
 BX2993
 BX2993                         *CURRENT SURVEY CONTROL
 BX2993  ___________________________________________________________________
 BX2993* NAD 83(1993)-  31 16 55.02258(N)    093 48 42.44858(W)     ADJUSTED  
 BX2993* NAVD 88     -        97.0    (meters)     318.     (feet)  VERTCON   
 BX2993  ___________________________________________________________________
 BX2993  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BX2993  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BX2993
 BX2993  HORZ ORDER  -  FIRST
 BX2993
 BX2993.The horizontal coordinates were established by classical geodetic methods
 BX2993.and adjusted by the National Geodetic Survey in February 1996..
 BX2993
 BX2993.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2993
 BX2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2993
 BX2993.The geoid height was determined by GEOID03.
 BX2993
 BX2993;                    North         East     Units Scale Factor Converg.
 BX2993;SPC TX C     - 3,197,259.271 1,320,573.352   MT  0.99989368   +3 21 32.3
 BX2993;SPC TX C     -10,489,674.79  4,332,581.07   sFT  0.99989368   +3 21 32.3
 BX2993;UTM  15      - 3,461,134.089   422,729.242   MT  0.99967364   -0 25 17.6
 BX2993
 BX2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2993!SPC TX C     -   0.99998910  x   0.99989368  =   0.99988279
 BX2993!UTM  15      -   0.99998910  x   0.99967364  =   0.99966275
 BX2993
 BX2993:                Primary Azimuth Mark                     Grid Az
 BX2993:SPC TX C     -  YELLOWPINE AZ MK                         186 55 28.6
 BX2993:UTM  15      -  YELLOWPINE AZ MK                         190 42 18.5
 BX2993
 BX2993|---------------------------------------------------------------------|
 BX2993| PID    Reference Object                     Distance      Geod. Az  |
 BX2993|                                                           dddmmss.s |
 BX2993| CV8663 YELLOWPINE AZ MK                                   1901700.9 |
 BX2993| CV8664 YELLOWPINE RM 1                      27.640 METERS 24049     |
 BX2993| BX2996 PINELAND TEMPLE IND KKI 995         APPROX.15.3 KM 2590741.6 |
 BX2993| BY2631 BRONSON MUN TANK                    APPROX.19.9 KM 2905134.5 |
 BX2993| BY0399 BRONSON                             APPROX.20.1 KM 2942718.5 |
 BX2993| BY2630 BRONSON LOT                         APPROX.20.1 KM 2954221.1 |
 BX2993| BX2994 YELLOWPINE LOT                       13.412 METERS 31011     |
 BX2993| BX2992 HEMPHILL WATER TANK                 APPROX. 7.4 KM 3332038.4 |
 BX2993| CV8665 YELLOWPINE RM 2                      25.350 METERS 34543     |
 BX2993| BX2990 CHAMBERS HILL LOT                   APPROX.20.7 KM 3532720.5 |
 BX2993| BX2989 MILAM SABINE R AUTH KHT 89          APPROX.20.1 KM 3543328.1 |
 BX2993|---------------------------------------------------------------------|
 BX2993
 BX2993                          SUPERSEDED SURVEY CONTROL
 BX2993
 BX2993  NAD 83(1986)-  31 16 55.03028(N)    093 48 42.44344(W) AD(       ) 1
 BX2993  NAD 27      -  31 16 54.36154(N)    093 48 41.78173(W) AD(       ) 1
 BX2993  NGVD 29 (07/19/86)   97.0    (m)          318.     (f) VERT ANG       
 BX2993
 BX2993.Superseded values are not recommended for survey control.
 BX2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2993.See file dsdata.txt to determine how the superseded data were derived.
 BX2993
 BX2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2272961134(NAD 83)
 BX2993_MARKER: DS = TRIANGULATION STATION DISK
 BX2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2993
 BX2993  HISTORY     - Date     Condition        Report By
 BX2993  HISTORY     - 1971     MONUMENTED       NGS
 BX2993  HISTORY     - 20010507 MARK NOT FOUND   USPSQD
 BX2993
 BX2993                          STATION DESCRIPTION
 BX2993
 BX2993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2993'5 KGS. TENSION ON MEASUREMENT TO THE REFERENCE MARKS.
 BX2993'
 BX2993'NO MEASUREMENT BETWEEN THE RMS DUE TO A BUILDING ON LINE.
 BX2993'
 BX2993'THE STATION IS ABOUT 12.5 MILES EAST-SOUTHEAST OF BRONSON, 10 MILES
 BX2993'EAST-NORTHEAST OF PINELAND, 4.5 MILES SOUTHEAST OF HEMPHILL AND ON
 BX2993'LAND OF THE SABINE NATIONAL FOREST, MR. CHARLES SABOITES, DISTRICT
 BX2993'RANGER, BOX F, HEMPHILL, TEXAS, 75948.
 BX2993'
 BX2993'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83 AND 87,
 BX2993'ONE BLOCK EAST OF THE COURTHOUSE SQUARE, IN HEMPHILL, GO SOUTH ON
 BX2993'STATE HIGHWAY 87 FOR 5.45 MILES TO CROSSROADS AND THE JUNCTION OF
 BX2993'FARM ROAD 2426 AND SIGN YELLOWPINE FIRE TOWER.  TURN LEFT AND GO
 BX2993'NORTHEAST ON A DIRT ROAD FOR 1.7 MILES TO THE END OF THE DIRT
 BX2993'ROAD AND THE YELLOWPINE LOOKOUT TOWER AND THE STATION.
 BX2993'
 BX2993'STATION MARKS ARE STANDARD DISKS STAMPED YELLOWPINE 1971.  THE
 BX2993'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2993'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET
 BX2993'EAST OF THE DIRT ROAD, 42 FEET NORTHEAST OF AN 18-INCH PINE TREE AND
 BX2993'29 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.  THE
 BX2993'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2993'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2993'
 BX2993'REFERENCE MARK 1, A STANDARD DISK STAMPED YELLOWPINE NO 1 1971, IS
 BX2993'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2993'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 83.5 FEET
 BX2993'SOUTHWEST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 30 FEET WEST OF
 BX2993'THE CENTER OF THE DIRT ROAD AND 16 FEET NORTHWEST OF A POWERPOLE
 BX2993'WITH TRANSFORMER.
 BX2993'
 BX2993'REFERENCE MARK 2, A STANDARD DISK STAMPED YELLOWPINE NO 2 1971, IS
 BX2993'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2993'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 62.6 FEET NORTH
 BX2993'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND 1.5 FEET SOUTH OF A
 BX2993'METAL WITNESS POST.
 BX2993'
 BX2993'AZIMUTH MARK, A STANDARD DISK STAMPED YELLOWPINE 1971, IS SET IN THE
 BX2993'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 BX2993'INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE CENTER
 BX2993'OF THE DIRT ROAD, 7 FEET SOUTH-SOUTHWEST OF A 16-INCH PINE TREE
 BX2993'AND 2 FEET NORTH OF A METAL WITNESS POST.
 BX2993'
 BX2993'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON THE DIRT
 BX2993'ROAD FOR 0.15 MILE AND THE MARK ON THE LEFT.
 BX2993'
 BX2993'NEAREST TOWN--4.5 MILES SE OF HEMPHILL.
 BX2993'
 BX2993'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 BX2993
 BX2993                          STATION RECOVERY (2001)
 BX2993
 BX2993'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2994 ***********************************************************************
 BX2994  DESIGNATION -  YELLOWPINE LOT
 BX2994  PID         -  BX2994
 BX2994  STATE/COUNTY-  TX/SABINE
 BX2994  USGS QUAD   -  HEMPHILL (1984)
 BX2994
 BX2994                         *CURRENT SURVEY CONTROL
 BX2994  ___________________________________________________________________
 BX2994* NAD 83(1993)-  31 16 55.30358(N)    093 48 42.83594(W)     ADJUSTED  
 BX2994* NAVD 88     -                                                        
 BX2994  ___________________________________________________________________
 BX2994  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BX2994  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BX2994
 BX2994  HORZ ORDER  -  THIRD
 BX2994
 BX2994.The horizontal coordinates were established by classical geodetic methods
 BX2994.and adjusted by the National Geodetic Survey in February 1996..
 BX2994
 BX2994
 BX2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2994
 BX2994.The geoid height was determined by GEOID03.
 BX2994
 BX2994;                    North         East     Units Scale Factor Converg.
 BX2994;SPC TX C     - 3,197,267.309 1,320,562.618   MT  0.99989369   +3 21 32.1
 BX2994;SPC TX C     -10,489,701.16  4,332,545.86   sFT  0.99989369   +3 21 32.1
 BX2994;UTM  15      - 3,461,142.816   422,719.064   MT  0.99967366   -0 25 17.8
 BX2994
 BX2994                          SUPERSEDED SURVEY CONTROL
 BX2994
 BX2994  NAD 83(1986)-  31 16 55.31123(N)    093 48 42.83088(W) AD(       ) 4
 BX2994  NAD 27      -  31 16 54.64260(N)    093 48 42.16923(W) AD(       ) 3
 BX2994
 BX2994.Superseded values are not recommended for survey control.
 BX2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2994.See file dsdata.txt to determine how the superseded data were derived.
 BX2994
 BX2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2271961143(NAD 83)
 BX2994_MARKER: 57 = LOOKOUT TOWER
 BX2994
 BX2994  HISTORY     - Date     Condition        Report By
 BX2994  HISTORY     - 1972     FIRST OBSERVED   NGS
 BX2994  HISTORY     - 20010508 POOR             USPSQD
 BX2994
 BX2994                          STATION DESCRIPTION
 BX2994
 BX2994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2994'THE YELLOWPINE LOOKOUT TOWER WHICH IS UNDER THE MANAGEMENT OF THE
 BX2994'TEXAS FOREST SERVICE IS LOCATED 4-3/4 MILES SOUTH-SOUTHEAST OF
 BX2994'HEMPHILL AND 1-3/4 MILES NORTH-NORTHEAST OF YELLOWPINE.
 BX2994'
 BX2994'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 87 AND FARM ROAD 2426
 BX2994'AND A GRAVELED ROAD, WHICH IS 5.7 MILES SOUTH OF HEMPHILL AND 0.5
 BX2994'MILE NORTH OF YELLOWPINE, GO NORTHEAST ON GRAVELED ROAD FOR 1.7
 BX2994'MILES TO THE END OF THE ROAD AND STATION.
 BX2994'
 BX2994'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, WITH A CABIN
 BX2994'ON TOP AND THE OVERALL HEIGHT IS 110 FEET.
 BX2994
 BX2994                          STATION RECOVERY (2001)
 BX2994
 BX2994'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2994'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1282 ***********************************************************************
 AH1282  DESIGNATION -  YERBA ANIS WINDMILL
 AH1282  PID         -  AH1282
 AH1282  STATE/COUNTY-  TX/KLEBERG
 AH1282  USGS QUAD   -  PITA ISLAND (1975)
 AH1282
 AH1282                         *CURRENT SURVEY CONTROL
 AH1282  ___________________________________________________________________
 AH1282* NAD 83(1993)-  27 30 57.43475(N)    097 20 49.31156(W)     ADJUSTED  
 AH1282* NAVD 88     -                                                        
 AH1282  ___________________________________________________________________
 AH1282  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1282  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AH1282
 AH1282  HORZ ORDER  -  THIRD
 AH1282
 AH1282.The horizontal coordinates were established by classical geodetic methods
 AH1282.and adjusted by the National Geodetic Survey in February 1996..
 AH1282
 AH1282
 AH1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1282
 AH1282.The geoid height was determined by GEOID03.
 AH1282
 AH1282;                    North         East     Units Scale Factor Converg.
 AH1282;SPC TX S     - 5,205,408.609   413,901.915   MT  0.99993502   +0 31 24.4
 AH1282;SPC TX S     -17,078,078.08  1,357,943.20   sFT  0.99993502   +0 31 24.4
 AH1282;UTM  14      - 3,044,672.190   663,257.593   MT  0.99992900   +0 45 49.8
 AH1282
 AH1282                          SUPERSEDED SURVEY CONTROL
 AH1282
 AH1282  NAD 83(1986)-  27 30 57.44729(N)    097 20 49.28694(W) AD(       ) 4
 AH1282  NAD 27      -  27 30 56.30900(N)    097 20 48.31700(W) AD(       ) 3
 AH1282
 AH1282.Superseded values are not recommended for survey control.
 AH1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1282.See file dsdata.txt to determine how the superseded data were derived.
 AH1282
 AH1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6325844672(NAD 83)
 AH1282_MARKER: 66 = WINDMILL
 AH1282
 AH1282  HISTORY     - Date     Condition        Report By
 AH1282  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1282
 AH1282                          STATION DESCRIPTION
 AH1282
 AH1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1282'LOCATED ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT
 AH1282'13 MILES S OF THE NAVAL AIR STATION, CORPUS CHRUSTI.
 AH1282'
 AH1282'TO REACH FROM THE S GATE OF THE NAVAL AIR STATION, PROCEED
 AH1282'0.6 MILE SW ON S.H. 358 TO WALDRON FIELD ROAD, SW 4.4 MILES
 AH1282'TO THE N GATE OF THE KING RANCH, S ON THE MAIN ROAD 8.6
 AH1282'MILES TO A TRAIL TO THE W., W 0.1 MILE TO THE STATION SITE.
 AH1282'
 AH1282'STATION IS A STEEL WINDMILL 30 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1400 ***********************************************************************
 AJ1400  DESIGNATION -  YGNACIO
 AJ1400  PID         -  AJ1400
 AJ1400  STATE/COUNTY-  TX/ZAPATA
 AJ1400  USGS QUAD   -  SAN YGNACIO (1979)
 AJ1400
 AJ1400                         *CURRENT SURVEY CONTROL
 AJ1400  ___________________________________________________________________
 AJ1400* NAD 83(1993)-  27 03 29.92139(N)    099 23 01.10983(W)     ADJUSTED  
 AJ1400* NAVD 88     -       157.4    (meters)     516.     (feet)  VERTCON   
 AJ1400  ___________________________________________________________________
 AJ1400  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AJ1400  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AJ1400
 AJ1400  HORZ ORDER  -  FIRST
 AJ1400
 AJ1400.The horizontal coordinates were established by classical geodetic methods
 AJ1400.and adjusted by the National Geodetic Survey in February 1996..
 AJ1400
 AJ1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1400
 AJ1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1400
 AJ1400.The geoid height was determined by GEOID03.
 AJ1400
 AJ1400;                    North         East     Units Scale Factor Converg.
 AJ1400;SPC TX S     - 5,154,489.245   212,349.427   MT  0.99989529   -0 24 04.2
 AJ1400;SPC TX S     -16,911,020.13    696,683.08   sFT  0.99989529   -0 24 04.2
 AJ1400;UTM  14      - 2,992,951.743   461,956.409   MT  0.99961787   -0 10 28.3
 AJ1400
 AJ1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1400!SPC TX S     -   0.99997894  x   0.99989529  =   0.99987423
 AJ1400!UTM  14      -   0.99997894  x   0.99961787  =   0.99959682
 AJ1400
 AJ1400|---------------------------------------------------------------------|
 AJ1400| PID    Reference Object                     Distance      Geod. Az  |
 AJ1400|                                                           dddmmss.s |
 AJ1400| CV3588 YGNACIO RM                            8.975 METERS 13609     |
 AJ1400| AJ1401 SAN YGNACIO WHITE CH SPIRE          APPROX. 5.9 KM 2544646.5 |
 AJ1400| AJ1407 R P NO 87S IBWC                     APPROX.25.1 KM 3483027.9 |
 AJ1400|---------------------------------------------------------------------|
 AJ1400
 AJ1400                          SUPERSEDED SURVEY CONTROL
 AJ1400
 AJ1400  NAD 83(1986)-  27 03 29.91540(N)    099 23 01.07393(W) AD(       ) 1
 AJ1400  NAD 27      -  27 03 28.80100(N)    099 22 59.93200(W) AD(       ) 1
 AJ1400  NGVD 29 (07/19/86)  157.4    (m)          516.     (f) VERT ANG       
 AJ1400
 AJ1400.Superseded values are not recommended for survey control.
 AJ1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1400.See file dsdata.txt to determine how the superseded data were derived.
 AJ1400
 AJ1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ6195692952(NAD 83)
 AJ1400_MARKER: DS = TRIANGULATION STATION DISK
 AJ1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1400
 AJ1400  HISTORY     - Date     Condition        Report By
 AJ1400  HISTORY     - 1917     MONUMENTED       CGS
 AJ1400  HISTORY     - 1942     GOOD             LOCSUR
 AJ1400  HISTORY     - 1975     GOOD             USGS
 AJ1400
 AJ1400                          STATION DESCRIPTION
 AJ1400
 AJ1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1400'STATION IS ABOUT 3-1/2 MILES NE OF SAN YGNACIO AND 1 MILE
 AJ1400'E OF THE WAGON ROAD FROM SAN YGNACIO TO LA UNION RANCH.
 AJ1400'
 AJ1400'SURFACE STATION MARK AND REFERENCE MARK ARE STANDARD BRONZE
 AJ1400'DISKS SET IN BLOCKS OF CONCRETE.
 AJ1400'
 AJ1400'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1400'
 AJ1400'REFERENCE MARK IS 8.975 METERS (29.45 FEET) FROM STATION
 AJ1400'S 43 DEG 51 MIN E.
 AJ1400'
 AJ1400'THE STATION IS BEST REACHED BY FOLLOWING THE MILITARY ROAD
 AJ1400'1/3 MILE E FROM SAN YGNACIO AND THERE TAKING THE FIRST ROAD
 AJ1400'LEADING TO THE NE FOR 2 MILES TO A DIM ROAD CROSSING.  TURN
 AJ1400'SHARPLY TO THE LEFT, AND FOLLOW A CROOKED ROAD NE ABOUT
 AJ1400'1 MILE TO THE TOP OF A RIDGE.  LEAVE THE ROAD AND FOLLOW
 AJ1400'THE TOP OF THE RIDGE E ABOUT 1/2 MILE TO THE STATION, WHICH
 AJ1400'IS IN HEAVY MESQUITE.
 AJ1400
 AJ1400                          STATION RECOVERY (1942)
 AJ1400
 AJ1400'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 AJ1400'RECOVERED BY GEOPHYSICAL SURVEYS
 AJ1400'
 AJ1400'STATION RECOVERED IN GOOD CONDITION.
 AJ1400
 AJ1400                          STATION RECOVERY (1975)
 AJ1400
 AJ1400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JTD)
 AJ1400'RECOVERED BY USGS IN 1975, AND REDESCRIBED AS FOLLOWS, THE STATION IS
 AJ1400'LOCATED ON THE RANCH OF MR. GUTIERREZ, HE LIVES AT 2306 LAREDO ST.
 AJ1400'LAREDO, TEXAS.
 AJ1400'
 AJ1400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM RD.
 AJ1400'3165 IN SAN YGNACIO, TEXAS, GO NE. ON FARM RD. 3165 FOR 3.9 MI. TO A
 AJ1400'GATE ON THE RIGHT.  TURN RIGHT OFF THE HIGHWAY THROUGH GATE FOR 0.05
 AJ1400'MI. TO GATE.  GO THROUGH GATE AND FOLLOW MAIN TRACK RD. SSW. FOR 0.2
 AJ1400'MI. TO POWER LINE.  FOLLOW RD. S. ALONG POWER LINE FOR 0.8 MI. TURN
 AJ1400'RIGHT AND FOLLOW SENDERO NW. FOR 0.35 MI. TO SECOND TOP AND STATION
 AJ1400'SITE.  THE STATION IS ABOUT 10 FT. S. OF TRACK RD.
 AJ1400'
 AJ1400'STATION MARK - STANDARD NGS DISK SET IN A CONCRETE POST PROJECTING 0.2
 AJ1400'FT., STAMPED ---YGNACIO 1917---.
 AJ1400'
 AJ1400'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2609 ***********************************************************************
 AX2609  DESIGNATION -  YOAKUM
 AX2609  PID         -  AX2609
 AX2609  STATE/COUNTY-  TX/LAVACA
 AX2609  USGS QUAD   -  YOAKUM (1987)
 AX2609
 AX2609                         *CURRENT SURVEY CONTROL
 AX2609  ___________________________________________________________________
 AX2609* NAD 83(1993)-  29 17 49.54682(N)    097 09 04.10483(W)     ADJUSTED  
 AX2609* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 AX2609  ___________________________________________________________________
 AX2609  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AX2609  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX2609
 AX2609  HORZ ORDER  -  FIRST
 AX2609
 AX2609.The horizontal coordinates were established by classical geodetic methods
 AX2609.and adjusted by the National Geodetic Survey in February 1996..
 AX2609
 AX2609.The orthometric height was scaled from a topographic map.
 AX2609
 AX2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2609
 AX2609.The geoid height was determined by GEOID03.
 AX2609
 AX2609;                    North         East     Units Scale Factor Converg.
 AX2609;SPC TXSC     - 4,163,643.258   779,601.305   MT  0.99986346   +0 54 20.8
 AX2609;SPC TXSC     -13,660,219.59  2,557,741.95   sFT  0.99986346   +0 54 20.8
 AX2609;UTM  14      - 3,242,320.182   679,577.819   MT  0.99999794   +0 54 17.9
 AX2609
 AX2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2609!SPC TXSC     -   0.99998793  x   0.99986346  =   0.99985139
 AX2609!UTM  14      -   0.99998793  x   0.99999794  =   0.99998587
 AX2609
 AX2609:                Primary Azimuth Mark                     Grid Az
 AX2609:SPC TXSC     -  YOAKUM ST JOSEPHS CH CUPOLA              135 58 49.5
 AX2609:UTM  14      -  YOAKUM ST JOSEPHS CH CUPOLA              135 58 52.4
 AX2609
 AX2609|---------------------------------------------------------------------|
 AX2609| PID    Reference Object                     Distance      Geod. Az  |
 AX2609|                                                           dddmmss.s |
 AX2609| AX2607 YOAKUM ST JOSEPHS CH CUPOLA         APPROX. 1.1 KM 1365310.3 |
 AX2609| AX2605 YOAKUM SOU PACIFIC RR SPIPE         477.393 METERS 1533203.9 |
 AX2609| AX2606 YOAKUM WATER PLANT STACK            APPROX. 1.3 KM 1872506.6 |
 AX2609| CV5896 YOAKUM RM 1                          19.576 METERS 23856     |
 AX2609| AX2611 YOAKUM MUNICIPAL TANK 1943           15.267 METERS 26248     |
 AX2609| AX1612 H 122                                14.088 METERS 30006     |
 AX2609| CV5897 YOAKUM RM 2                          22.759 METERS 31116     |
 AX2609| CV5895 YOAKUM AZ MK                                       3161026.0 |
 AX2609|---------------------------------------------------------------------|
 AX2609
 AX2609                          SUPERSEDED SURVEY CONTROL
 AX2609
 AX2609  NAD 83(1986)-  29 17 49.55782(N)    097 09 04.09573(W) AD(       ) 1
 AX2609  NAD 27      -  29 17 48.66900(N)    097 09 03.14400(W) AD(       ) 1
 AX2609
 AX2609.Superseded values are not recommended for survey control.
 AX2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2609.See file dsdata.txt to determine how the superseded data were derived.
 AX2609
 AX2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT7957842320(NAD 83)
 AX2609_MARKER: DS = TRIANGULATION STATION DISK
 AX2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2609
 AX2609  HISTORY     - Date     Condition        Report By
 AX2609  HISTORY     - 1943     MONUMENTED       CGS
 AX2609  HISTORY     - 1963     GOOD             CGS
 AX2609  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2609
 AX2609                          STATION DESCRIPTION
 AX2609
 AX2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2609'STATION IS LOCATED NEAR THE N EDGE OF THE CITY OF YOAKUM, ON
 AX2609'CITY PROPERTY AND AT THE SITE OF THE MUNICIPAL WATER TANK.
 AX2609'IT IS 0.05 MILE E OF MATTHEW STREET, 90 FEET E OF A FIRE HYDRANT
 AX2609'AND 21 FEET NE OF THE MOST NORTHEASTERLY LEG OF THE WATER
 AX2609'TANK.  IT IS STAMPED YOAKUM 1943 AND PROJECTS 2 INCHES.
 AX2609'
 AX2609'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2609'DISKS SET IN CONCRETE.
 AX2609'
 AX2609'REFERENCE MARK NO. 1 IS WSW OF THE STATION, SET IN A DRILL
 AX2609'HOLE IN THE CONCRETE BASE OF A LEG OF THE TANK.  IT IS STAMPED
 AX2609'YOAKUM NO. 1 1943.
 AX2609'
 AX2609'REFERENCE MARK NO. 2 IS NW OF THE STATION, 24 FEET SW OF A
 AX2609'DIRT STREET, 8 FEET SSE OF A FIRE HYDRANT AND 1 FOOT E OF A
 AX2609'FENCE CORNER.  IT IS STAMPED YOAKUM NO. 2 1943 AND PROJECTS
 AX2609'3 INCHES.
 AX2609'
 AX2609'THE AZIMUTH MARK IS 0.2 MILE NW OF THE STATION, 30 FEET NE
 AX2609'OF THE CENTER LINE OF A DIRT STREET, 1 FOOT SW OF A WIRE
 AX2609'FENCE AND 1 FOOT SE OF A POWER POLE THAT HAS A TRANSFORMER
 AX2609'NEAR ITS TOP.  IT IS STAMPED YOAKUM 1943 AND PROJECTS 8 INCHES.
 AX2609'
 AX2609'U.S.C. AND G.S. B.M. H 122 IS WNW OF THE STATION, SET IN A
 AX2609'DRILL HOLE IN THE CONCRETE BASE OF A LEG OF THE WATER TANK.  IT
 AX2609'IS STAMPED H 122 1933.  MARK IS IN GOOD CONDITION.
 AX2609'
 AX2609'YOAKUM MUNICIPAL WATER TANK IS W OF THE STATION.  IT IS A
 AX2609'LARGE ALUMINUM TANK WITH THE BLACK LETTERS YOAKUM PAINTED ON THE
 AX2609'W AND E SIDES.  IT IS APPROXIMATELY 125 FEET HIGH AND IS
 AX2609'SUPPORTED BY 6 STEEL TRUSSWORK LEGS.
 AX2609'
 AX2609'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NW ON A DIRT
 AX2609'STREET FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 AX2609'
 AX2609'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2609
 AX2609                          STATION RECOVERY (1963)
 AX2609
 AX2609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2609'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 AX2609'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 AX2609'PROCEEDING TO STATION SITE ARE CORRECT.
 AX2609
 AX2609                          STATION RECOVERY (2003)
 AX2609
 AX2609'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX2609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0744 ***********************************************************************
 DQ0744  DESIGNATION -  YOAKUM
 DQ0744  PID         -  DQ0744
 DQ0744  STATE/COUNTY-  TX/YOAKUM
 DQ0744  USGS QUAD   -  TWO B RANCH SW (1971)
 DQ0744
 DQ0744                         *CURRENT SURVEY CONTROL
 DQ0744  ___________________________________________________________________
 DQ0744* NAD 83(1993)-  33 17 53.02816(N)    102 58 10.73642(W)     ADJUSTED  
 DQ0744* NAVD 88     -      1182.7    (meters)    3880.     (feet)  VERTCON   
 DQ0744  ___________________________________________________________________
 DQ0744  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 DQ0744  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DQ0744
 DQ0744  HORZ ORDER  -  FIRST
 DQ0744
 DQ0744.The horizontal coordinates were established by classical geodetic methods
 DQ0744.and adjusted by the National Geodetic Survey in February 1996..
 DQ0744
 DQ0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0744
 DQ0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0744
 DQ0744.The geoid height was determined by GEOID03.
 DQ0744
 DQ0744;                    North         East     Units Scale Factor Converg.
 DQ0744;SPC TXNC     - 2,189,759.596   183,881.828   MT  0.99988184   -2 26 15.8
 DQ0744;SPC TXNC     - 7,184,236.27    603,285.63   sFT  0.99988184   -2 26 15.8
 DQ0744;SPC NM E     -   255,637.744   292,003.708   MT  1.00010790   +0 44 55.5
 DQ0744;SPC NM E     -   838,704.83    958,015.50   sFT  1.00010790   +0 44 55.5
 DQ0744;UTM  13      - 3,686,170.384   689,042.468   MT  1.00004062   +1 06 53.9
 DQ0744
 DQ0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0744!SPC TXNC     -   0.99981784  x   0.99988184  =   0.99969970
 DQ0744!SPC NM E     -   0.99981784  x   1.00010790  =   0.99992572
 DQ0744!UTM  13      -   0.99981784  x   1.00004062  =   0.99985845
 DQ0744
 DQ0744:                Primary Azimuth Mark                     Grid Az
 DQ0744:SPC TXNC     -  YOAKUM AZ MK                             087 51 27.7
 DQ0744:SPC NM E     -  YOAKUM AZ MK                             084 40 16.4
 DQ0744:UTM  13      -  YOAKUM AZ MK                             084 18 18.0
 DQ0744
 DQ0744|---------------------------------------------------------------------|
 DQ0744| PID    Reference Object                     Distance      Geod. Az  |
 DQ0744|                                                           dddmmss.s |
 DQ0744| CJ9350 YOAKUM AZ MK                                       0852511.9 |
 DQ0744| CJ9351 YOAKUM RM 1                          32.751 METERS 18838     |
 DQ0744| CJ9352 YOAKUM RM 2                          37.686 METERS 27604     |
 DQ0744|---------------------------------------------------------------------|
 DQ0744
 DQ0744                          SUPERSEDED SURVEY CONTROL
 DQ0744
 DQ0744  NAD 83(1993)-  33 17 53.02934(N)    102 58 10.73529(W) AD(       ) 1
 DQ0744  NAD 83(1986)-  33 17 53.03242(N)    102 58 10.73325(W) AD(       ) 1
 DQ0744  NAD 27      -  33 17 52.65900(N)    102 58 08.94700(W) AD(       ) 1
 DQ0744  NGVD 29 (07/19/86) 1182.3    (m)         3879.     (f) VERT ANG       
 DQ0744
 DQ0744.Superseded values are not recommended for survey control.
 DQ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0744.See file dsdata.txt to determine how the superseded data were derived.
 DQ0744
 DQ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS8904286170(NAD 83)
 DQ0744_MARKER: DS = TRIANGULATION STATION DISK
 DQ0744_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DQ0744_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DQ0744
 DQ0744  HISTORY     - Date     Condition        Report By
 DQ0744  HISTORY     - 1934     MONUMENTED       CGS
 DQ0744  HISTORY     - 1938     SEE DESCRIPTION  CGS
 DQ0744  HISTORY     - 1970     MARK NOT FOUND   USGS
 DQ0744
 DQ0744                          STATION DESCRIPTION
 DQ0744
 DQ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0744'ABOUT 6 MILES NORTHEAST OF BRONCO, 4 MILES NORTH OF U.S.
 DQ0744'HIGHWAY 62, IN A GROUP OF SAND HILLS WHICH ARE SLIGHTLY LOWER
 DQ0744'THAN A SIMILAR GROUP ABOUT 0.3 MILE WEST OF THE STATION,
 DQ0744'ON A HIGH AND SANDY RIDGE THAT EXTENDS IN A GENERAL
 DQ0744'EAST-AND-WEST DIRECTION, IN SEC. 222, BLOCK D OF JOHN H.
 DQ0744'GIBSON SURVEY.  TO REACH FROM THE STORE AND POST OFFICE IN
 DQ0744'BRONCO, GO SOUTH 1.0 MILE ON U.S. HIGHWAY 62 TO A POINT WHERE
 DQ0744'THE HIGHWAY TURNS LEFT (EAST), CONTINUE ON HIGHWAY EASTERLY
 DQ0744'6.0 MILES TO A POINT WHERE THERE ARE GATES BETWEEN TALL POSTS
 DQ0744'IN THE RIGHT-OF-WAY FENCES ON BOTH SIDES OF THE HIGHWAY,
 DQ0744'TURN LEFT OFF HIGHWAY, PASS THROUGH GATE, GO NORTH ON TRACK
 DQ0744'ROAD 4.0 MILES TO A SOUTHEAST FENCE CORNER ON THE WEST
 DQ0744'SIDE OF THE ROAD (THE AZIMUTH MARK IS AT THIS CORNER), LEAVE
 DQ0744'ROAD, TURN LEFT, GO WEST ACROSS COUNTRY ALONG THE SOUTH
 DQ0744'SIDE F EAST-AND-WEST FENCE 0.8 MILE, LEAVE FENCE, TURN
 DQ0744'LEFT, GO SOUTH ACROSS COUNTRY 150 YARDS TO THE STATION
 DQ0744'ON THE WEST SIDE OF A LARGE BLOWOUT HOLE.  THE SURFACE,
 DQ0744'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0744'DISKS SET IN CONCRETE.
 DQ0744'REFERENCE MARK NO. 1 IS 107.45 FEET FROM THE STATION,
 DQ0744'S 08 DEG 38 MIN W, AND NO.  2 IS 123.64 FEET FROM THE STATION
 DQ0744'N 83 DEG 56 MIN W.  THE AZIMUTH MARK IS IN AN
 DQ0744'EAST-AND-WEST FENCE AT A POINT 8 FEET WEST OF A
 DQ0744'SOUTHEAST FENCE CORNER, 50 FEET WEST OF THE CENTER LINE OF
 DQ0744'A NORTH-AND-SOUTH TRACK ROAD AND 0.8 MILE FROM THE
 DQ0744'STATION  N 85 DEG 25 MIN E.
 DQ0744
 DQ0744                          STATION RECOVERY (1970)
 DQ0744
 DQ0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (CPL)
 DQ0744'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK COULD NOT BE FOUND.
 DQ0744'THE ENTIRE AREA IS NOW UNDER CULTIVATION.  THE MARKS HAVE
 DQ0744'PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2608 ***********************************************************************
 AX2608  DESIGNATION -  YOAKUM BASE A 1943
 AX2608  PID         -  AX2608
 AX2608  STATE/COUNTY-  TX/LAVACA
 AX2608  USGS QUAD   -  YOAKUM (1987)
 AX2608
 AX2608                         *CURRENT SURVEY CONTROL
 AX2608  ___________________________________________________________________
 AX2608* NAD 83(1993)-  29 19 47.26187(N)    097 07 51.24128(W)     ADJUSTED  
 AX2608* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 AX2608  ___________________________________________________________________
 AX2608  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AX2608  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX2608
 AX2608  HORZ ORDER  -  SECOND
 AX2608
 AX2608.The horizontal coordinates were established by classical geodetic methods
 AX2608.and adjusted by the National Geodetic Survey in February 1996..
 AX2608
 AX2608.The orthometric height was scaled from a topographic map.
 AX2608
 AX2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2608
 AX2608.The geoid height was determined by GEOID03.
 AX2608
 AX2608;                    North         East     Units Scale Factor Converg.
 AX2608;SPC TXSC     - 4,167,297.899   781,509.360   MT  0.99986325   +0 54 56.5
 AX2608;SPC TXSC     -13,672,209.86  2,564,001.96   sFT  0.99986325   +0 54 56.5
 AX2608;UTM  14      - 3,245,975.318   681,486.162   MT  1.00000644   +0 54 56.9
 AX2608
 AX2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2608!SPC TXSC     -   0.99998777  x   0.99986325  =   0.99985102
 AX2608!UTM  14      -   0.99998777  x   1.00000644  =   0.99999421
 AX2608
 AX2608:                Primary Azimuth Mark                     Grid Az
 AX2608:SPC TXSC     -  YOAKUM NORTHEAST BASE                    051 21 54.0
 AX2608:UTM  14      -  YOAKUM NORTHEAST BASE                    051 21 53.6
 AX2608
 AX2608|---------------------------------------------------------------------|
 AX2608| PID    Reference Object                     Distance      Geod. Az  |
 AX2608|                                                           dddmmss.s |
 AX2608| AX2602 YOAKUM NORTHEAST BASE               APPROX. 5.6 KM 0521650.5 |
 AX2608|---------------------------------------------------------------------|
 AX2608
 AX2608                          SUPERSEDED SURVEY CONTROL
 AX2608
 AX2608  NAD 83(1986)-  29 19 47.27268(N)    097 07 51.23280(W) AD(       ) 2
 AX2608  NAD 27      -  29 19 46.39500(N)    097 07 50.27300(W) AD(       ) 2
 AX2608
 AX2608.Superseded values are not recommended for survey control.
 AX2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2608.See file dsdata.txt to determine how the superseded data were derived.
 AX2608
 AX2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8148645975(NAD 83)
 AX2608_MARKER: DS = TRIANGULATION STATION DISK
 AX2608_SETTING: 0 = UNSPECIFIED SETTING
 AX2608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2608
 AX2608  HISTORY     - Date     Condition        Report By
 AX2608  HISTORY     - 1943     MONUMENTED       CGS
 AX2608  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2608
 AX2608                          STATION DESCRIPTION
 AX2608
 AX2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2608'STATION IS 2.6 MILES NE OF YOAKUM AT A SLIGHT CURVE IN U.S.
 AX2608'HIGHWAY 77, ON TOP OF A SMALL RIDGE.  IT IS 31 FEET NW OF NW EDGE
 AX2608'OF U.S. HIGHWAY 77 42 FEET SW FROM A TRIANGULAR BLAZE ON THE
 AX2608'SW GATEPOST AND 14 FEET SE OF THE NW ROAD RIGHT-OF-WAY FENCE.
 AX2608'THE STATION IS THE AZIMUTH MARK FOR YOAKUM SW BASE, AND IS
 AX2608'MARKED BY A BRONZE AZIMUTH DISK SET IN A CONCRETE MONUMENT
 AX2608'AND STAMPED YOAKUM SW BASE.
 AX2608'
 AX2608'TO REACH THE STATION FROM THE INTERSECTION OF W GONZALES STREET
 AX2608'AND U.S. HIGHWAY 77 IN THE W END OF YOAKUM GO NE ON U.S.
 AX2608'HIGHWAY 77 FOR 2.6 MILES TO STATION ON LEFT.
 AX2608
 AX2608                          STATION RECOVERY (2003)
 AX2608
 AX2608'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX2608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2611 ***********************************************************************
 AX2611  DESIGNATION -  YOAKUM MUNICIPAL TANK 1943
 AX2611  PID         -  AX2611
 AX2611  STATE/COUNTY-  TX/LAVACA
 AX2611  USGS QUAD   -  YOAKUM (1987)
 AX2611
 AX2611                         *CURRENT SURVEY CONTROL
 AX2611  ___________________________________________________________________
 AX2611* NAD 83(1993)-  29 17 49.48468(N)    097 09 04.66604(W)     ADJUSTED  
 AX2611* NAVD 88     -                                                        
 AX2611  ___________________________________________________________________
 AX2611  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AX2611  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX2611
 AX2611  HORZ ORDER  -  THIRD
 AX2611
 AX2611.The horizontal coordinates were established by classical geodetic methods
 AX2611.and adjusted by the National Geodetic Survey in February 1996..
 AX2611
 AX2611
 AX2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2611
 AX2611.The geoid height was determined by GEOID03.
 AX2611
 AX2611;                    North         East     Units Scale Factor Converg.
 AX2611;SPC TXSC     - 4,163,641.106   779,586.193   MT  0.99986346   +0 54 20.5
 AX2611;SPC TXSC     -13,660,212.53  2,557,692.37   sFT  0.99986346   +0 54 20.5
 AX2611;UTM  14      - 3,242,318.030   679,562.705   MT  0.99999787   +0 54 17.6
 AX2611
 AX2611                          SUPERSEDED SURVEY CONTROL
 AX2611
 AX2611  NAD 83(1986)-  29 17 49.49563(N)    097 09 04.65694(W) AD(       ) 4
 AX2611  NAD 27      -  29 17 48.60700(N)    097 09 03.70500(W) AD(       ) 3
 AX2611
 AX2611.Superseded values are not recommended for survey control.
 AX2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2611.See file dsdata.txt to determine how the superseded data were derived.
 AX2611
 AX2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT7956342318(NAD 83)
 AX2611_MARKER: 53 = ELEVATED TANK
 AX2611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2611+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2611
 AX2611  HISTORY     - Date     Condition        Report By
 AX2611  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2611  HISTORY     - 20030517 GOOD             USPSQD
 AX2611
 AX2611                          STATION DESCRIPTION
 AX2611
 AX2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2611'THIS TRAVERSE STATION IS THE MUNICIPAL WATER TANK OF THE CITY
 AX2611'OF YOAKUM, LOCATED IN THE NORTHERLY PART OF THE CITY.  THE
 AX2611'TANK IS ABOUT 125 FEET HIGH, SUPPORTED BY 6 STEEL LEGS, PAINTED
 AX2611'ALUMINUM AND HAS YOAKUM PAINTED IN BLACK LETTERS ON THE SIDE.
 AX2611'THE TANK WAS TIED INTO STATION YOAKUM BY DISTANCE AND DIRECTION.
 AX2611
 AX2611                          STATION RECOVERY (2003)
 AX2611
 AX2611'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX2611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2602 ***********************************************************************
 AX2602  DESIGNATION -  YOAKUM NORTHEAST BASE
 AX2602  PID         -  AX2602
 AX2602  STATE/COUNTY-  TX/LAVACA
 AX2602  USGS QUAD   -  SWEET HOME (1987)
 AX2602
 AX2602                         *CURRENT SURVEY CONTROL
 AX2602  ___________________________________________________________________
 AX2602* NAD 83(1993)-  29 21 38.37646(N)    097 05 07.20114(W)     ADJUSTED  
 AX2602* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 AX2602  ___________________________________________________________________
 AX2602  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AX2602  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX2602
 AX2602  HORZ ORDER  -  FIRST
 AX2602
 AX2602.The horizontal coordinates were established by classical geodetic methods
 AX2602.and adjusted by the National Geodetic Survey in February 1996..
 AX2602
 AX2602.The orthometric height was scaled from a topographic map.
 AX2602
 AX2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2602
 AX2602.The geoid height was determined by GEOID03.
 AX2602
 AX2602;                    North         East     Units Scale Factor Converg.
 AX2602;SPC TXSC     - 4,170,789.696   785,877.980   MT  0.99986334   +0 56 16.9
 AX2602;SPC TXSC     -13,683,665.86  2,578,334.67   sFT  0.99986334   +0 56 16.9
 AX2602;UTM  14      - 3,249,467.692   685,855.416   MT  1.00002624   +0 56 20.5
 AX2602
 AX2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2602!SPC TXSC     -   0.99998966  x   0.99986334  =   0.99985300
 AX2602!UTM  14      -   0.99998966  x   1.00002624  =   1.00001590
 AX2602
 AX2602|---------------------------------------------------------------------|
 AX2602| PID    Reference Object                     Distance      Geod. Az  |
 AX2602|                                                           dddmmss.s |
 AX2602| CV5901 YOAKUM NE BASE RM 3                  17.263 METERS 03934     |
 AX2602| CV5899 YOAKUM NE BASE RM 1                  43.824 METERS 05515     |
 AX2602| AX2754 SAN ANTONIO HOUSTON AWY BCN 8       APPROX.10.4 KM 1082734.8 |
 AX2602| AX2753 KOERTH CATHOLIC CHURCH SPIRE        APPROX.10.1 KM 1233409.0 |
 AX2602| AX2601 SWEET HOME CATH CH SPIRE            APPROX. 2.6 KM 1424935.9 |
 AX2602| AX2607 YOAKUM ST JOSEPHS CH CUPOLA         APPROX. 9.7 KM 2155601.0 |
 AX2602| AX2605 YOAKUM SOU PACIFIC RR SPIPE         APPROX. 9.7 KM 2193608.1 |
 AX2602| CV5898 YOAKUM NE BASE AZ MK                               2283302.0 |
 AX2602| AX2604 SAN ANTONIO HOUSTON AWY BCN 7       APPROX.13.6 KM 2505247.7 |
 AX2602| CV5900 YOAKUM NE BASE RM 2                  35.299 METERS 29455     |
 AX2602|---------------------------------------------------------------------|
 AX2602
 AX2602                          SUPERSEDED SURVEY CONTROL
 AX2602
 AX2602  NAD 83(1986)-  29 21 38.38789(N)    097 05 07.19206(W) AD(       ) 1
 AX2602  NAD 27      -  29 21 37.50600(N)    097 05 06.24600(W) AD(       ) 1
 AX2602
 AX2602.Superseded values are not recommended for survey control.
 AX2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2602.See file dsdata.txt to determine how the superseded data were derived.
 AX2602
 AX2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8585549468(NAD 83)
 AX2602_MARKER: DS = TRIANGULATION STATION DISK
 AX2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2602
 AX2602  HISTORY     - Date     Condition        Report By
 AX2602  HISTORY     - 1943     MONUMENTED       CGS
 AX2602  HISTORY     - 1961     GOOD             CGS
 AX2602
 AX2602                          STATION DESCRIPTION
 AX2602
 AX2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2602'THE STATION IS LOCATED ABOUT 6.5 MILES NE OF YOAKUM, AND 3.0
 AX2602'MILES N OF SWEET HOME, ON LAND OWNED AND OCCUPIED BY RUD
 AX2602'SALENA.  IT IS 0.1 MILE ESE OF THE SALENA FARMHOUSE, 55 FEET
 AX2602'WNW OF THE CENTER OF U.S. HIGHWAY 77, 5 FEET WNW OF THE FENCE
 AX2602'LINE, 30 FEET E OF A FENCE CORNER, AND 35 FEET S OF A
 AX2602'TRIANGULAR-BLAZED 16-INCH OAK TREE.  THE DISK IS STAMPED
 AX2602'YOAKUM NE BASE 1943, AND PROJECTS 2 INCHES.
 AX2602'
 AX2602'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2602'DISKS SET IN CONCRETE.
 AX2602'
 AX2602'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 50 FEET WNW OF
 AX2602'THE CENTER OF U.S. HIGHWAY 77, AND 3 FEET W OF THE FENCE
 AX2602'CORNER.  THE DISK IS STAMPED YOAKUM NE BASE, NO. 1 1943,
 AX2602'AND PROJECTS 5 INCHES.
 AX2602'
 AX2602'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 1 FOOT E OF
 AX2602'FENCE LINE.  THE DISK IS STAMPED YOAKUM NE BASE NO. 2 1943,
 AX2602'AND PROJECTS 5 INCHES.
 AX2602'
 AX2602'THE AZIMUTH MARK IS ABOUT 0.35 MILE SW OF THE STATION, 120
 AX2602'FEET WSW OF THE JUNCTION OF STATE ROUTE 27 AND U.S. HIGHWAY
 AX2602'77, 225 FEET SSW OF SINCLAIR SERVICE STATION, AND 6 FEET E
 AX2602'OF A FENCE LINE.  THE DISK IS STAMPED YOAKUM NE BASE 1943,
 AX2602'AND PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO SW ON
 AX2602'U.S. HIGHWAY 77 FOR 0.35 MILE TO THE JUNCTION WITH STATE
 AX2602'ROUTE 27 AND MARK ON THE LEFT.
 AX2602'
 AX2602'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AX2602'AND STATE ROUTE 111, WHICH IS ABOUT 0.5 MILE W OF YOAKUM, GO
 AX2602'NE ON U.S. HIGHWAY 77 FOR 1.9 MILES TO THE JUNCTION WITH
 AX2602'STATE ROUTE 95.  CONTINUE NE ON 77 FOR 4.6 MILES TO THE
 AX2602'ENTRANCE TO THE SALENA FARM ON THE LEFT.  PASS THROUGH THE
 AX2602'GATE AND GO ABOUT 50 FEET TO ANOTHER GATE INTO THE BARNYARD.
 AX2602'PASS THROUGH THIS GATE INTO THE BARNYARD, THEN SHARP RIGHT TO
 AX2602'A LANE IN THE SE CORNER OF THE BARNYARD.  CONTINUE ON E DOWN
 AX2602'LANE FOR 0.1 MILE TO THE END OF THE LANE, AND STATION ON
 AX2602'THE RIGHT.
 AX2602'
 AX2602'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2602'
 AX2602'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2602
 AX2602                          STATION RECOVERY (1961)
 AX2602
 AX2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 AX2602'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 AX2602'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 AX2602'WAS FOUND TO BE DESTROYED.  A NEW REFERENCE MARK NO. 3 WAS
 AX2602'SET.
 AX2602'
 AX2602'A NEW DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 6-1/2
 AX2602'MILES NORTHEAST OF YOAKUM, AND 3 MILES NORTH OF SWEET HOME,
 AX2602'ON LAND OWNED BY MR. RUD SALENA.
 AX2602'
 AX2602'TO REACH THE STATION FROM THE CROSSROADS IN SWEET HOME, GO
 AX2602'NORTHWEST ON FARM ROAD 531 TO THE JUNCTION OF ALT. U.S. HIGHWAY
 AX2602'77 AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT ONTO ALT.
 AX2602'HIGHWAY 77 AND GO, NORTHEAST, 0.3 MILE TO STATION ON
 AX2602'THE LEFT.
 AX2602'
 AX2602'STATION MARK, A STANDARD DISK STAMPED YOAKUM N E BASE 1943,
 AX2602'IS SET IN A SQUARE CONCRETE POST, FLUSH WITH THE SURFACE OF
 AX2602'THE GROUND.  IT IS 59 FEET NORTHWEST OF THE CENTER LINE OF
 AX2602'ALT. U.S. HIGHWAY 77, 46 FEET NORTHEAST OF A TELEPHONE POLE,
 AX2602'36 FEET SOUTH OF A TRIANGULAR BLAZE ON A 16-INCH OAK TREE,
 AX2602'AND 12 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  THE
 AX2602'UNDERGROUND STATION MARK WAS NOT INSPECTED.
 AX2602'
 AX2602'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED YOAKUM N E
 AX2602'BASE NO 2 1943, SET IN A SQUARE CONCRETE POST, WHICH PROJECTS
 AX2602'5 INCHES.  IT IS ABOUT 100 FEET NORTHWEST OF THE RIGHT-OF-WAY
 AX2602'FENCE AND 1 FOOT EAST OF A FIELD FENCE.
 AX2602'
 AX2602'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED YOAKUM N E
 AX2602'BASE RM 3 1943, SET IN A SQUARE CONCRETE POST, WHICH PROJECTS
 AX2602'4 INCHES.  IT IS 71 FEET NORTHWEST OF THE CENTER LINE OF
 AX2602'ALT. U.S. HIGHWAY 77, 32 FEET EAST OF THE TRIANGULAR BLAZE ON
 AX2602'THE 16-INCH OAK TREE, AND 1.4 FEET SOUTHWEST OF A METAL
 AX2602'WITNESS POST.
 AX2602'
 AX2602'AZIMUTH MARK, A STANDARD DISK STAMPED YOAKUM N E BASE 1943,
 AX2602'SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 3 INCHES.  IT
 AX2602'IS 225 FEET SOUTH-SOUTHWEST OF A SINCLAIR SERVICE STATION,
 AX2602'110 FEET SOUTHWEST OF FARM ROAD 531, 82 FEET WEST OF A
 AX2602'DRIVEWAY, AND 53 FEET SOUTHEAST OF THE CENTER LINE OF ALT.
 AX2602'U.S. HIGHWAY 77, AND AT THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2605 ***********************************************************************
 AX2605  DESIGNATION -  YOAKUM SOU PACIFIC RR SPIPE
 AX2605  PID         -  AX2605
 AX2605  STATE/COUNTY-  TX/LAVACA
 AX2605  USGS QUAD   -  YOAKUM (1987)
 AX2605
 AX2605                         *CURRENT SURVEY CONTROL
 AX2605  ___________________________________________________________________
 AX2605* NAD 83(1993)-  29 17 35.66641(N)    097 08 56.22199(W)     ADJUSTED  
 AX2605* NAVD 88     -                                                        
 AX2605  ___________________________________________________________________
 AX2605  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AX2605  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX2605
 AX2605  HORZ ORDER  -  THIRD
 AX2605
 AX2605.The horizontal coordinates were established by classical geodetic methods
 AX2605.and adjusted by the National Geodetic Survey in February 1996..
 AX2605
 AX2605
 AX2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2605
 AX2605.The geoid height was determined by GEOID03.
 AX2605
 AX2605;                    North         East     Units Scale Factor Converg.
 AX2605;SPC TXSC     - 4,163,219.370   779,820.759   MT  0.99986351   +0 54 24.7
 AX2605;SPC TXSC     -13,658,828.88  2,558,461.94   sFT  0.99986351   +0 54 24.7
 AX2605;UTM  14      - 3,241,896.233   679,797.297   MT  0.99999891   +0 54 21.3
 AX2605
 AX2605                          SUPERSEDED SURVEY CONTROL
 AX2605
 AX2605  NAD 83(1986)-  29 17 35.67735(N)    097 08 56.21283(W) AD(       ) 4
 AX2605  NAD 27      -  29 17 34.79000(N)    097 08 55.26100(W) AD(       ) 3
 AX2605
 AX2605.Superseded values are not recommended for survey control.
 AX2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2605.See file dsdata.txt to determine how the superseded data were derived.
 AX2605
 AX2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT7979741896(NAD 83)
 AX2605_MARKER: 52 = STANDPIPE TANK
 AX2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2605+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2605
 AX2605  HISTORY     - Date     Condition        Report By
 AX2605  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2605  HISTORY     - 20030517 GOOD             USPSQD
 AX2605
 AX2605                          STATION DESCRIPTION
 AX2605
 AX2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2605'THIS INTERSECTION STATION IS THE STANDPIPE LOCATED ON THE
 AX2605'N SIDE OF TOWN IN THE SOUTHERN PACIFIC RAILROAD YARDS.  IT
 AX2605'IS 400 FEET N OF SWIFT AND COMPANY PACKING PLANT AND 50 FEET
 AX2605'N OF FOOTBALL STADIUM.  A BLACK STANDPIPE 75 FEET HIGH AND
 AX2605'25 FEET IN DIAMETER.  POINT OBSERVED ON WAS APEX OF ROOF.
 AX2605
 AX2605                          STATION RECOVERY (2003)
 AX2605
 AX2605'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX2605'LOCATED 21 FEET BEHIND A HEB PANTRY FOODS GROCERY STORE AND TANK IS
 AX2605'NOW PAINTED SILVER WITH BLACK LETTERS SPELLING YOAKUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2610 ***********************************************************************
 AX2610  DESIGNATION -  YOAKUM SOUTHWEST BASE
 AX2610  PID         -  AX2610
 AX2610  STATE/COUNTY-  TX/LAVACA
 AX2610  USGS QUAD   -  YOAKUM (1987)
 AX2610
 AX2610                         *CURRENT SURVEY CONTROL
 AX2610  ___________________________________________________________________
 AX2610* NAD 83(1993)-  29 19 05.68658(N)    097 08 42.70326(W)     ADJUSTED  
 AX2610* NAVD 88     -       110.7    (meters)     363.     (feet)  VERTCON   
 AX2610  ___________________________________________________________________
 AX2610  X           -    -692,288.153 (meters)                     COMP
 AX2610  Y           -  -5,522,501.643 (meters)                     COMP
 AX2610  Z           -   3,104,745.713 (meters)                     COMP
 AX2610  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AX2610  ELLIP HEIGHT-          83.55  (meters)          (02/16/96) GPS OBS
 AX2610  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX2610
 AX2610  HORZ ORDER  -  FIRST
 AX2610  ELLP ORDER  -  FIFTH     CLASS I
 AX2610
 AX2610.The horizontal coordinates were established by classical geodetic methods
 AX2610.and adjusted by the National Geodetic Survey in February 1996..
 AX2610
 AX2610.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2610
 AX2610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2610
 AX2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2610
 AX2610.The ellipsoidal height was determined by GPS observations
 AX2610.and is referenced to NAD 83.
 AX2610
 AX2610.The geoid height was determined by GEOID03.
 AX2610
 AX2610;                    North         East     Units Scale Factor Converg.
 AX2610;SPC TXSC     - 4,165,996.064   780,141.579   MT  0.99986329   +0 54 31.3
 AX2610;SPC TXSC     -13,667,938.75  2,559,514.50   sFT  0.99986329   +0 54 31.3
 AX2610;UTM  14      - 3,244,673.302   680,118.189   MT  1.00000033   +0 54 30.5
 AX2610
 AX2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2610!SPC TXSC     -   0.99998688  x   0.99986329  =   0.99985017
 AX2610!UTM  14      -   0.99998688  x   1.00000033  =   0.99998721
 AX2610
 AX2610:                Primary Azimuth Mark                     Grid Az
 AX2610:SPC TXSC     -  SHINER                                   020 15 54.6
 AX2610:UTM  14      -  SHINER                                   020 15 55.4
 AX2610
 AX2610|---------------------------------------------------------------------|
 AX2610| PID    Reference Object                     Distance      Geod. Az  |
 AX2610|                                                           dddmmss.s |
 AX2610| AX2600 SHINER                              APPROX.10.3 KM 0211025.9 |
 AX2610| AX2601 SWEET HOME CATH CH SPIRE            APPROX. 7.8 KM 0700844.9 |
 AX2610| AX2753 KOERTH CATHOLIC CHURCH SPIRE        APPROX.14.3 KM 0933346.3 |
 AX2610| AX2811 YOPORT AZ MK                        401.016 METERS 1302243.6 |
 AX2610| AX2607 YOAKUM ST JOSEPHS CH CUPOLA         APPROX. 3.1 KM 1771612.2 |
 AX2610| AX2605 YOAKUM SOU PACIFIC RR SPIPE         APPROX. 2.8 KM 1872958.0 |
 AX2610| AX2606 YOAKUM WATER PLANT STACK            APPROX. 3.7 KM 1913550.6 |
 AX2610| CV5902 YOAKUM SOUTHWEST BASE RM 1           18.233 METERS 22716     |
 AX2610| CV5903 YOAKUM SOUTHWEST BASE RM 2           22.903 METERS 33023     |
 AX2610| AX2612 SHINER CATHOLIC CHURCH SPIRE        APPROX.11.8 KM 3501956.1 |
 AX2610|---------------------------------------------------------------------|
 AX2610
 AX2610                          SUPERSEDED SURVEY CONTROL
 AX2610
 AX2610  NAD 83(1986)-  29 19 05.69782(N)    097 08 42.69417(W) AD(       ) 1
 AX2610  NAD 27      -  29 19 04.83892(N)    097 08 41.72419(W) AD(       ) 3
 AX2610  NGVD 29 (12/08/88)  110.7    (m)          363.     (f) GPS OBS        
 AX2610
 AX2610.Superseded values are not recommended for survey control.
 AX2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2610.See file dsdata.txt to determine how the superseded data were derived.
 AX2610
 AX2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8011844673(NAD 83)
 AX2610_MARKER: DS = TRIANGULATION STATION DISK
 AX2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AX2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2610+STABILITY: SURFACE MOTION
 AX2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2610+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2610
 AX2610  HISTORY     - Date     Condition        Report By
 AX2610  HISTORY     - 1943     MONUMENTED       CGS
 AX2610  HISTORY     - 1963     GOOD             CGS
 AX2610  HISTORY     - 19880602 GOOD
 AX2610  HISTORY     - 20030517 GOOD             USPSQD
 AX2610
 AX2610                          STATION DESCRIPTION
 AX2610
 AX2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2610'STATION IS LOCATED ABOUT 1 MILE N OF YOAKUM AND 8 MILES SSW
 AX2610'OF SHINER IN A Y-INTERSECTION.  IT IS IN THE SW END OF THE
 AX2610'Y, 100 FEET E OF TEXAS HIGHWAY 95 AND 100 FEET W OF U.S.
 AX2610'HIGHWAY 77.  MARK IS STAMPED YOAKUM SW BASE 1943 AND IS FLUSH
 AX2610'WITH THE GROUND.
 AX2610'
 AX2610'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2610'DISKS SET IN CONCRETE.
 AX2610'
 AX2610'REFERENCE MARK NO. 1 IS WSW OF STATION, 60 FEET E OF TEXAS
 AX2610'HIGHWAY 95.  MARK IS STAMPED YOAKUM SW BASE NO. 1, 1943 AND IS
 AX2610'FLUSH WITH THE GROUND.
 AX2610'
 AX2610'REFERENCE MARK NO. 2 IS NW OF STATION, 65 FEET E OF U.S.
 AX2610'HIGHWAY 77.  MARK IS STAMPED YOAKUM SW BASE NO. 2, 1943 AND IS
 AX2610'FLUSH WITH THE GROUND.
 AX2610'
 AX2610'AZIMUTH MARK IS 1.2 MILES NE OF STATION, 35 FEET NW OF CENTER
 AX2610'LINE OF U.S. HIGHWAY 77, AND 42 FEET SW OF A GATEPOST.  MARK
 AX2610'IS STAMPED YOAKUM SW BASE 1943 AND IS FLUSH WITH GROUND.
 AX2610'TO REACH FROM STATION GO NE ON U.S. HIGHWAY 77 FOR 1.2 MILES
 AX2610'TO STATION ON LEFT.
 AX2610'
 AX2610'TO REACH THE STATION FROM THE INTERSECTION OF W GONZALES
 AX2610'STREET AND U.S. HIGHWAY 77 IN THE W END OF YOAKUM, GO N ON
 AX2610'U.S. NO. 77 AND TEXAS HIGHWAY 95 FOR 1.4 MILES TO THE
 AX2610'INTERSECTION OF U.S. 77 AND TEXAS 95 AND STATION IN Y
 AX2610'INTERSECTION.
 AX2610'
 AX2610'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2610'
 AX2610'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2610
 AX2610                          STATION RECOVERY (1963)
 AX2610
 AX2610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2610'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 AX2610'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 AX2610'SITE ARE CORRECT.
 AX2610
 AX2610                          STATION RECOVERY (1988)
 AX2610
 AX2610'RECOVERED 1988
 AX2610'RECOVERED IN GOOD CONDITION.
 AX2610
 AX2610                          STATION RECOVERY (2003)
 AX2610
 AX2610'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX2610'LOCATED BETWEEN TWO FIBERGLASS WITNESS POSTS.  Y-INTERSECTION NO
 AX2610'LONGER EXISTS.  MARKERS IS ON WEST SIDE OF HIGHWAY 77 AND SOUTH OF
 AX2610'INTERSECTION WITH HIGHWAY 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2607 ***********************************************************************
 AX2607  DESIGNATION -  YOAKUM ST JOSEPHS CH CUPOLA
 AX2607  PID         -  AX2607
 AX2607  STATE/COUNTY-  TX/LAVACA
 AX2607  USGS QUAD   -  YOAKUM (1987)
 AX2607
 AX2607                         *CURRENT SURVEY CONTROL
 AX2607  ___________________________________________________________________
 AX2607* NAD 83(1993)-  29 17 24.34584(N)    097 08 37.19096(W)     ADJUSTED  
 AX2607* NAVD 88     -                                                        
 AX2607  ___________________________________________________________________
 AX2607  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AX2607  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX2607
 AX2607  HORZ ORDER  -  THIRD
 AX2607
 AX2607.The horizontal coordinates were established by classical geodetic methods
 AX2607.and adjusted by the National Geodetic Survey in February 1996..
 AX2607
 AX2607
 AX2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2607
 AX2607.The geoid height was determined by GEOID03.
 AX2607
 AX2607;                    North         East     Units Scale Factor Converg.
 AX2607;SPC TXSC     - 4,162,879.051   780,339.796   MT  0.99986355   +0 54 34.0
 AX2607;SPC TXSC     -13,657,712.35  2,560,164.81   sFT  0.99986355   +0 54 34.0
 AX2607;UTM  14      - 3,241,555.859   680,316.399   MT  1.00000122   +0 54 30.3
 AX2607
 AX2607                          SUPERSEDED SURVEY CONTROL
 AX2607
 AX2607  NAD 83(1986)-  29 17 24.35677(N)    097 08 37.18173(W) AD(       ) 4
 AX2607  NAD 27      -  29 17 23.46700(N)    097 08 36.23100(W) AD(       ) 3
 AX2607
 AX2607.Superseded values are not recommended for survey control.
 AX2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2607.See file dsdata.txt to determine how the superseded data were derived.
 AX2607
 AX2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8031641556(NAD 83)
 AX2607_MARKER: 86 = CUPOLA
 AX2607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2607+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2607
 AX2607  HISTORY     - Date     Condition        Report By
 AX2607  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2607  HISTORY     - 20030517 GOOD             USPSQD
 AX2607
 AX2607                          STATION DESCRIPTION
 AX2607
 AX2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2607'THIS INTERSECTION STATION IS THE CUPOLA ON TOP ST. JOSEPHS
 AX2607'CATHOLIC CHURCH LOCATED ON THE CORNER OF SCHRIMSCHER AND
 AX2607'ORTH STREETS IN THE TOWN OF YOAKUM.  IT IS A YELLOW BRICK
 AX2607'BUILDING WITH AN OPEN CUPOLA AND ALUMINUM CROSS ON TOP.  POINT
 AX2607'OBSERVED ON WAS THE CROSS ON TOP OF CUPOLA.
 AX2607
 AX2607                          STATION RECOVERY (2003)
 AX2607
 AX2607'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX2607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2606 ***********************************************************************
 AX2606  DESIGNATION -  YOAKUM WATER PLANT STACK
 AX2606  PID         -  AX2606
 AX2606  STATE/COUNTY-  TX/DE WITT
 AX2606  USGS QUAD   -  YOAKUM (1987)
 AX2606
 AX2606                         *CURRENT SURVEY CONTROL
 AX2606  ___________________________________________________________________
 AX2606* NAD 83(1993)-  29 17 07.73650(N)    097 09 10.31467(W)     ADJUSTED  
 AX2606* NAVD 88     -                                                        
 AX2606  ___________________________________________________________________
 AX2606  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AX2606  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX2606
 AX2606  HORZ ORDER  -  THIRD
 AX2606
 AX2606.The horizontal coordinates were established by classical geodetic methods
 AX2606.and adjusted by the National Geodetic Survey in February 1996..
 AX2606
 AX2606
 AX2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2606
 AX2606.The geoid height was determined by GEOID03.
 AX2606
 AX2606;                    North         East     Units Scale Factor Converg.
 AX2606;SPC TXSC     - 4,162,353.646   779,454.082   MT  0.99986361   +0 54 17.8
 AX2606;SPC TXSC     -13,655,988.59  2,557,258.93   sFT  0.99986361   +0 54 17.8
 AX2606;UTM  14      - 3,241,030.400   679,430.554   MT  0.99999728   +0 54 13.6
 AX2606
 AX2606                          SUPERSEDED SURVEY CONTROL
 AX2606
 AX2606  NAD 83(1986)-  29 17 07.74746(N)    097 09 10.30552(W) AD(       ) 4
 AX2606  NAD 27      -  29 17 06.85500(N)    097 09 09.35400(W) AD(       ) 3
 AX2606
 AX2606.Superseded values are not recommended for survey control.
 AX2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2606.See file dsdata.txt to determine how the superseded data were derived.
 AX2606
 AX2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT7943141030(NAD 83)
 AX2606_MARKER: 63 = STACK
 AX2606
 AX2606  HISTORY     - Date     Condition        Report By
 AX2606  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2606  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2606
 AX2606                          STATION DESCRIPTION
 AX2606
 AX2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2606'THIS INTERSECTION STATION IS THE STACK AT THE W END OF THE
 AX2606'CITY WATER PUMPING STATION IN THE S END OF YOAKUM.  IT IS
 AX2606'A BROWN STACK ABOUT 175 FEET HIGH AND 8 FEET IN DIAMETER.
 AX2606'POINT OBSERVED ON, THE TOP OF STACK.
 AX2606
 AX2606                          STATION RECOVERY (2003)
 AX2606
 AX2606'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX2606'SITE IS NOW OCCUPIED BY THE YOAKUM COMMUNITY CENTER WITH A LARGE
 AX2606'ASPHALT PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2810 ***********************************************************************
 AX2810  SACS        -  This is a Secondary Airport Control Station.
 AX2810  DESIGNATION -  YOPORT
 AX2810  PID         -  AX2810
 AX2810  STATE/COUNTY-  TX/LAVACA
 AX2810  USGS QUAD   -  YOAKUM (1987)
 AX2810
 AX2810                         *CURRENT SURVEY CONTROL
 AX2810  ___________________________________________________________________
 AX2810* NAD 83(1993)-  29 18 47.25401(N)    097 08 19.03920(W)     ADJUSTED  
 AX2810* NAVD 88     -       105.84   (meters)     347.2    (feet)  GPS OBS   
 AX2810  ___________________________________________________________________
 AX2810  X           -    -691,688.560 (meters)                     COMP
 AX2810  Y           -  -5,522,852.426 (meters)                     COMP
 AX2810  Z           -   3,104,248.415 (meters)                     COMP
 AX2810  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AX2810  ELLIP HEIGHT-          78.55  (meters)          (01/31/01) GPS OBS
 AX2810  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX2810
 AX2810  HORZ ORDER  -  FIRST
 AX2810  ELLP ORDER  -  FIFTH     CLASS I
 AX2810
 AX2810.This mark is at Yoakum Muni (T85) Airport (T85)
 AX2810
 AX2810.The horizontal coordinates were established by GPS observations
 AX2810.and adjusted by the National Geodetic Survey in January 1997..
 AX2810
 AX2810.The orthometric height was determined by GPS observations and a
 AX2810.high-resolution geoid model.
 AX2810
 AX2810.GPS derived orthometric heights for airport stations designated as
 AX2810.PACS or SACS are published to 2 decimal places.  This maintains
 AX2810.centimeter relative accuracy between the PACS and SACS.  It does
 AX2810.not indicate centimeter accuracy relative to other marks which are
 AX2810.part of the NAVD 88 network.
 AX2810
 AX2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2810
 AX2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2810
 AX2810.The ellipsoidal height was determined by GPS observations
 AX2810.and is referenced to NAD 83.
 AX2810
 AX2810.The geoid height was determined by GEOID03.
 AX2810
 AX2810;                    North         East     Units Scale Factor Converg.
 AX2810;SPC TXSC     - 4,165,438.833   780,788.971   MT  0.99986332   +0 54 42.9
 AX2810;SPC TXSC     -13,666,110.57  2,561,638.48   sFT  0.99986332   +0 54 42.9
 AX2810;UTM  14      - 3,244,115.991   680,765.667   MT  1.00000322   +0 54 41.6
 AX2810
 AX2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2810!SPC TXSC     -   0.99998766  x   0.99986332  =   0.99985098
 AX2810!UTM  14      -   0.99998766  x   1.00000322  =   0.99999088
 AX2810
 AX2810:                Primary Azimuth Mark                     Grid Az
 AX2810:SPC TXSC     -  YOPORT AZ MK                             311 49 28.9
 AX2810:UTM  14      -  YOPORT AZ MK                             311 49 30.2
 AX2810
 AX2810|---------------------------------------------------------------------|
 AX2810| PID    Reference Object                     Distance      Geod. Az  |
 AX2810|                                                           dddmmss.s |
 AX2810| AX2811 YOPORT AZ MK                        453.459 METERS 3124411.8 |
 AX2810|---------------------------------------------------------------------|
 AX2810
 AX2810                          SUPERSEDED SURVEY CONTROL
 AX2810
 AX2810  ELLIP H (01/31/97)   78.71   (m)                       GP(       ) 5 1
 AX2810  NAD 83(1993)-  29 18 47.25472(N)    097 08 19.04440(W) AD(       ) 3
 AX2810  ELLIP H (02/16/96)   78.75   (m)                       GP(       ) 5 1
 AX2810  NAD 83(1986)-  29 18 47.26598(N)    097 08 19.03528(W) AD(       ) 3
 AX2810  NAD 27      -  29 18 46.40645(N)    097 08 18.06608(W) AD(       ) 3
 AX2810  NGVD 29 (12/08/88)  105.9    (m)          347.     (f) GPS OBS        
 AX2810
 AX2810.Superseded values are not recommended for survey control.
 AX2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2810.See file dsdata.txt to determine how the superseded data were derived.
 AX2810
 AX2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8076644116(NAD 83)
 AX2810_MARKER: I = METAL ROD
 AX2810_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AX2810_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AX2810_STAMPING: YOPORT 1988
 AX2810_MARK LOGO: NGS   
 AX2810_PROJECTION: FLUSH
 AX2810_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2810+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2810_ROD/PIPE-DEPTH: 6.79 meters
 AX2810_SLEEVE-DEPTH  : 1.0 meters
 AX2810
 AX2810  HISTORY     - Date     Condition        Report By
 AX2810  HISTORY     - 1988     MONUMENTED       NGS
 AX2810  HISTORY     - 19950127 GOOD             NGS
 AX2810  HISTORY     - 20030517 GOOD             USPSQD
 AX2810
 AX2810                          STATION DESCRIPTION
 AX2810
 AX2810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AX2810'THE STATION IS LOCATED ON THE NORTH SIDE OF YOAKUM AT THE YOAKUM
 AX2810'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF YOAKUM, C/O MARK STUBBS-CITY
 AX2810'MANAGER, P.O. BOX 736, YOAKUM TX 77995.  TELEPHONE NUMBER
 AX2810'512-293-5481.
 AX2810'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77A, STATE
 AX2810'HIGHWAY 95 AND A ROAD LEADING SOUTHEAST TO THE AIRPORT.  GO SOUTHEAST
 AX2810'ON THE ENTRANCE ROAD FOR 0.9 KM (0.55 MI) TO A PARKING AREA ON THE
 AX2810'LEFT.  TURN LEFT INTO THE PARKING LOT AND GO FOR 0.1 KM (0.05 MI) TO
 AX2810'THE AIRPORT OFFICE.  GO NORTHEAST ACROSS THE APRON FOR 0.1 KM
 AX2810'(0.05 MI) TO THE RUNWAY AND THE STATION ON THE LEFT.
 AX2810'THE MARK IS SET 17.9 M (58.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AX2810'RUNWAY, 11.5 M (37.7 FT) NORTHWEST OF THE CENTER OF THE MID FIELD
 AX2810'CONNECTOR, 7.5 M (24.6 FT) EAST OF THE NORTHEAST END OF A METAL PIPE
 AX2810'DRAIN AND 6.0 M (19.7 FT) SOUTH OF A TAXIWAY INDICATOR SIGN.
 AX2810'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2810'DESCRIBED BY B.L.L.
 AX2810
 AX2810                          STATION RECOVERY (1995)
 AX2810
 AX2810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AX2810'THE STATION IS LOCATED ON THE NORTH SIDE OF YOAKUM AT THE YOAKUM
 AX2810'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF YOAKUM, C/O TOM CHILEK, AIPORT
 AX2810'MANAGER, P.O.  BOX 736, YOAKUM, TX 77995.  PHONE (512) 293-5682.  TO
 AX2810'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 77A, STATE
 AX2810'HIGHWAY 95 AND A ROAD LEADING SOUTHEAST TO THE AIRPORT AT THE NORTH
 AX2810'EDGE OF YOAKUM.  GO SOUTHEAST ON THE ENTRANCE ROAD FOR 0.9 KM (0.55
 AX2810'MI) TO A PARKING AREA ON THE LEFT.  TURN LEFT ONTO THE PARKING LOT AND
 AX2810'GO FOR 1.0 KM (0.60 MI) TO THE AIRPORT OFFICE.  GO NORTHEAST ACROSS
 AX2810'THE RAMP FOR 0.1 KM (0.05 MI) TO THE RUNWAY AND THE STATION ON THE
 AX2810'LEFT.  THE STATION IS LOCATED 11.5 M (37.7 FT) NORTHWEST OF THE CENTER
 AX2810'OF THE MID FIELD CONNECTING TAXIWAY, 7.5 M (24.6 FT) EAST OF THE
 AX2810'NORTHEAST END OF A METAL PIPE DRAIN AND 6.0 M (19.7 FT) SOUTH OF A
 AX2810'TAXIWAY INDICATOR SIGN.
 AX2810
 AX2810                          STATION RECOVERY (2003)
 AX2810
 AX2810'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX2810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2811 ***********************************************************************
 AX2811  PACS        -  This is a Primary Airport Control Station.
 AX2811  DESIGNATION -  YOPORT AZ MK
 AX2811  PID         -  AX2811
 AX2811  STATE/COUNTY-  TX/LAVACA
 AX2811  USGS QUAD   -  YOAKUM (1987)
 AX2811
 AX2811                         *CURRENT SURVEY CONTROL
 AX2811  ___________________________________________________________________
 AX2811* NAD 83(1993)-  29 18 57.24863(N)    097 08 31.38213(W)     ADJUSTED  
 AX2811* NAVD 88     -       110.82   (meters)     363.6    (feet)  GPS OBS   
 AX2811  ___________________________________________________________________
 AX2811  X           -    -692,000.856 (meters)                     COMP
 AX2811  Y           -  -5,522,665.846 (meters)                     COMP
 AX2811  Z           -   3,104,519.181 (meters)                     COMP
 AX2811  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AX2811  ELLIP HEIGHT-          83.54  (meters)          (10/24/00) GPS OBS
 AX2811  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX2811
 AX2811  HORZ ORDER  -  B
 AX2811  ELLP ORDER  -  FOURTH    CLASS II
 AX2811
 AX2811.This mark is at Yoakum Muni (T85) Airport (T85)
 AX2811
 AX2811.The horizontal coordinates were established by GPS observations
 AX2811.and adjusted by the National Geodetic Survey in February 1996..
 AX2811
 AX2811.The orthometric height was determined by GPS observations and a
 AX2811.high-resolution geoid model.
 AX2811
 AX2811.GPS derived orthometric heights for airport stations designated as
 AX2811.PACS or SACS are published to 2 decimal places.  This maintains
 AX2811.centimeter relative accuracy between the PACS and SACS.  It does
 AX2811.not indicate centimeter accuracy relative to other marks which are
 AX2811.part of the NAVD 88 network.
 AX2811
 AX2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2811
 AX2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2811
 AX2811.The ellipsoidal height was determined by GPS observations
 AX2811.and is referenced to NAD 83.
 AX2811
 AX2811.The geoid height was determined by GEOID03.
 AX2811
 AX2811;                    North         East     Units Scale Factor Converg.
 AX2811;SPC TXSC     - 4,165,741.183   780,451.104   MT  0.99986330   +0 54 36.8
 AX2811;SPC TXSC     -13,667,102.53  2,560,530.00   sFT  0.99986330   +0 54 36.8
 AX2811;UTM  14      - 3,244,418.385   680,427.755   MT  1.00000171   +0 54 35.8
 AX2811
 AX2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2811!SPC TXSC     -   0.99998688  x   0.99986330  =   0.99985018
 AX2811!UTM  14      -   0.99998688  x   1.00000171  =   0.99998859
 AX2811
 AX2811:                Primary Azimuth Mark                     Grid Az
 AX2811:SPC TXSC     -  YOPORT                                   131 49 29.0
 AX2811:UTM  14      -  YOPORT                                   131 49 30.0
 AX2811
 AX2811|---------------------------------------------------------------------|
 AX2811| PID    Reference Object                     Distance      Geod. Az  |
 AX2811|                                                           dddmmss.s |
 AX2811| AX2810 YOPORT                              453.459 METERS 1324405.8 |
 AX2811|---------------------------------------------------------------------|
 AX2811
 AX2811                          SUPERSEDED SURVEY CONTROL
 AX2811
 AX2811  ELLIP H (02/20/96)   83.69   (m)                       GP(       ) 3 2
 AX2811  NAD 83(1993)-  29 18 57.24944(N)    097 08 31.38756(W) AD(       ) 3
 AX2811  ELLIP H (02/16/96)   83.72   (m)                       GP(       ) 5 1
 AX2811  NAD 83(1986)-  29 18 57.26070(N)    097 08 31.37845(W) AD(       ) 3
 AX2811  NAD 27      -  29 18 56.40151(N)    097 08 30.40885(W) AD(       ) 3
 AX2811  NGVD 29 (12/08/88)  110.9    (m)          364.     (f) GPS OBS        
 AX2811
 AX2811.Superseded values are not recommended for survey control.
 AX2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2811.See file dsdata.txt to determine how the superseded data were derived.
 AX2811
 AX2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8042844418(NAD 83)
 AX2811_MARKER: I = METAL ROD
 AX2811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AX2811_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AX2811_STAMPING: YOPORT AZ MK 1988
 AX2811_MARK LOGO: NGS   
 AX2811_PROJECTION: FLUSH
 AX2811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2811+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2811_ROD/PIPE-DEPTH: 8.29 meters
 AX2811_SLEEVE-DEPTH  : 0.76 meters
 AX2811
 AX2811  HISTORY     - Date     Condition        Report By
 AX2811  HISTORY     - 1988     MONUMENTED       NGS
 AX2811  HISTORY     - 19950127 GOOD             NGS
 AX2811  HISTORY     - 20030517 GOOD             USPSQD
 AX2811
 AX2811                          STATION DESCRIPTION
 AX2811
 AX2811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AX2811'THE STATION IS LOCATED ON THE NORTH SIDE OF YOAKUM AT THE YOAKUM
 AX2811'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF YOAKUM, C/O MARK STUBBS-CITY
 AX2811'MANAGER, P.O. BOX 736, YOAKUM TX 77995.  TELEPHONE NUMBER
 AX2811'512-293-5481.
 AX2811'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77A, STATE
 AX2811'HIGHWAY 95 AND A ROAD LEADING SOUTHEAST TO THE AIRPORT.  GO SOUTHEAST
 AX2811'ON THE ENTRANCE ROAD FOR 0.9 KM (0.55 MI) TO A PARKING AREA ON THE
 AX2811'LEFT.  TURN LEFT INTO THE PARKING LOT AND GO FOR 0.1 KM (0.05 MI) TO
 AX2811'THE AIRPORT OFFICE.  GO NORTHEAST ACROSS THE APRON FOR 0.1 KM
 AX2811'(0.05 MI) TO THE RUNWAY.  TURN LEFT AND GO NORTHWEST ON THE RUNWAY FOR
 AX2811'0.5 KM (0.30 MI) TO THE AZIMUTH MARK ON THE LEFT, IN THE SOUTH CORNER
 AX2811'OF A SQUARE GRASS AREA AT THE NORTHWEST END OF THE RUNWAY.
 AX2811'THE MARK IS SET 29.5 M (96.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AX2811'RUNWAY, 16.9 M (55.4 FT) NORTHEAST OF A TAXIWAY, 13.7 M (44.9 FT)
 AX2811'NORTHWEST OF A TAXIWAY AND 1.5 M (4.9 FT) EAST OF THE EAST CORNER OF
 AX2811'A CONCRETE DRAIN WITH A METAL GRATE.
 AX2811'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2811'DESCRIBED BY V.L.F.
 AX2811
 AX2811                          STATION RECOVERY (1995)
 AX2811
 AX2811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AX2811'THE STATION IS LOCATED ON THE NORTH SIDE OF YOAKUM AT THE YOAKUM
 AX2811'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF YOAKUM, C/O TOM CHILEK, AIRPORT
 AX2811'MANAGER, P.O.  BOX 736, YOAKUM, TX 77995.  PHONE (512) 293-5682.  TO
 AX2811'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 77A, STATE
 AX2811'HIGHWAY 95 AND A ROAD LEADING SOUTHEAST TO THE AIRPORT AT THE NORTH
 AX2811'EDGE OF YOAKUM.  GO SOUTHEAST ON THE ENTRANCE ROAD FOR 0.9 KM (0.55
 AX2811'MI) TO A PARKING AREA ON THE LEFT.  TURN LEFT ONTO THE PARKING LOT AND
 AX2811'GO FOR 1.0 KM (0.60 MI) TO THE AIRPORT OFFICE.  GO NORTHEAST ACROSS
 AX2811'THE RAMP FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN LEFT AND GO
 AX2811'NORTHWEST ON THE RUNWAY FOR 0.5 KM (0.30 MI) TO THE STATION ON THE
 AX2811'LEFT, IN THE SOUTH CORNER OF A SQUARE GRASS AREA AT THE NORTHWEST END
 AX2811'OF THE RUNWAY.  THE STATION IS LOCATED 29.5 M (96.8 FT) SOUTHWEST OF
 AX2811'THE CENTERLINE OF THE RUNWAY, 16.9 M (55.4 FT) NORTHEAST OF A TAXIWAY,
 AX2811'13.7 M (44.9 FT) NORTHWEST OF A TAXIWAY AND 1.5 M (4.9 FT) EAST OF THE
 AX2811'EAST CORNER OF A CONCRETE DRAIN WITH A METAL GRATE.  THIS IS A PAC
 AX2811'STATION.
 AX2811
 AX2811                          STATION RECOVERY (2003)
 AX2811
 AX2811'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX2811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0622 ***********************************************************************
 DO0622  DESIGNATION -  YORK AZ MK 2
 DO0622  PID         -  DO0622
 DO0622  STATE/COUNTY-  TX/CLAY
 DO0622  USGS QUAD   -  DICKWORSHAM (1984)
 DO0622
 DO0622                         *CURRENT SURVEY CONTROL
 DO0622  ___________________________________________________________________
 DO0622* NAD 83(1986)-  33 45 39.     (N)    098 07 29.     (W)     SCALED    
 DO0622* NAVD 88     -       286.149  (meters)     938.81   (feet)  ADJUSTED  
 DO0622  ___________________________________________________________________
 DO0622  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DO0622  DYNAMIC HT  -         285.832 (meters)     937.77  (feet)  COMP
 DO0622  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 DO0622
 DO0622  VERT ORDER  -  FIRST     CLASS II
 DO0622
 DO0622.The horizontal coordinates were scaled from a topographic map and have
 DO0622.an estimated accuracy of +/- 6 seconds.
 DO0622
 DO0622.The orthometric height was determined by differential leveling
 DO0622.and adjusted by the National Geodetic Survey in June 1991..
 DO0622
 DO0622.The geoid height was determined by GEOID03.
 DO0622
 DO0622.The dynamic height is computed by dividing the NAVD 88
 DO0622.geopotential number by the normal gravity value computed on the
 DO0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0622.degrees latitude (g = 980.6199 gals.).
 DO0622
 DO0622.The modeled gravity was interpolated from observed gravity values.
 DO0622
 DO0622;                    North         East    Units  Estimated Accuracy
 DO0622;SPC TXNC     - 2,232,290.      634,770.      MT  (+/- 180 meters Scaled)
 DO0622
 DO0622                          SUPERSEDED SURVEY CONTROL
 DO0622
 DO0622.No superseded survey control is available for this station.
 DO0622
 DO0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC810359(NAD 83)
 DO0622_MARKER: DZ = AZIMUTH MARK DISK
 DO0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0622_SP_SET: CONCRETE POST
 DO0622_STAMPING: YORK 1966 1969
 DO0622_MARK LOGO: CGS   
 DO0622_PROJECTION: FLUSH
 DO0622_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0622+STABILITY: SURFACE MOTION
 DO0622
 DO0622  HISTORY     - Date     Condition        Report By
 DO0622  HISTORY     - 1969     MONUMENTED       CGS
 DO0622  HISTORY     - 1984     GOOD             NGS
 DO0622  HISTORY     - 19840227 GOOD             NGS
 DO0622
 DO0622                          STATION DESCRIPTION
 DO0622
 DO0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0622'35.4 KM (22.0 MI) NW FROM BOWIE.
 DO0622'35.4 KM (22.0 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0622'FROM THE STATION IN BOWIE, 0.2 KM (0.1 MI) NORTHWEST OF THE
 DO0622'INTERSECTION OF A DIRT ROAD LEADING NORTH, 21.0 METERS (68.9 FT)
 DO0622'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF U.S.
 DO0622'HIGHWAY 287, 7.3 METERS (24.0 FT) SOUTHWEST OF THE NEAR RAIL, AND
 DO0622'2.1 METERS (6.9 FT) NORTHWEST OF A UTILITY POLE.
 DO0622'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DO0622'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 DO0622
 DO0622                          STATION RECOVERY (1984)
 DO0622
 DO0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DO0622'AZIMUTH MARK, STAMPED---YORK 1966 1969---, IS SET IN TOP OF A SQUARE
 DO0622'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 12.80 METERS
 DO0622'(41.99 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE NORTH BOUND LANE OF
 DO0622'U.S HIGHWAY 287, 6.71 METERS (22.01 FT) SOUTHWEST OF THE SOUTHWEST
 DO0622'RAIL OF THE RAILROAD TRACKS, 2.87 METERS (9.42 FT) NORTHWEST OF A
 DO0622'POWER POLE AND 0.46 METER (1.51 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0589 ***********************************************************************
 AZ0589  DESIGNATION -  YOUNG
 AZ0589  PID         -  AZ0589
 AZ0589  STATE/COUNTY-  TX/EDWARDS
 AZ0589  USGS QUAD   -  CUB LAKE (1971)
 AZ0589
 AZ0589                         *CURRENT SURVEY CONTROL
 AZ0589  ___________________________________________________________________
 AZ0589* NAD 83(1993)-  29 55 52.85055(N)    100 10 32.38052(W)     ADJUSTED  
 AZ0589* NAVD 88     -       722.     (meters)    2369.     (feet)  SCALED    
 AZ0589  ___________________________________________________________________
 AZ0589  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AZ0589  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 AZ0589
 AZ0589  HORZ ORDER  -  SECOND
 AZ0589
 AZ0589.The horizontal coordinates were established by classical geodetic methods
 AZ0589.and adjusted by the National Geodetic Survey in February 1996..
 AZ0589
 AZ0589.The orthometric height was scaled from a topographic map.
 AZ0589
 AZ0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0589
 AZ0589.The geoid height was determined by GEOID03.
 AZ0589
 AZ0589;                    North         East     Units Scale Factor Converg.
 AZ0589;SPC TXSC     - 4,233,089.832   486,498.125   MT  0.99991727   -0 34 33.5
 AZ0589;SPC TXSC     -13,888,062.22  1,596,119.27   sFT  0.99991727   -0 34 33.5
 AZ0589;UTM  14      - 3,311,759.055   386,528.199   MT  0.99975886   -0 35 12.0
 AZ0589
 AZ0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0589!SPC TXSC     -   0.99989008  x   0.99991727  =   0.99980736
 AZ0589!UTM  14      -   0.99989008  x   0.99975886  =   0.99964897
 AZ0589
 AZ0589:                Primary Azimuth Mark                     Grid Az
 AZ0589:SPC TXSC     -  Z 481                                    028 59 53.0
 AZ0589:UTM  14      -  Z 481                                    029 00 31.5
 AZ0589
 AZ0589|---------------------------------------------------------------------|
 AZ0589| PID    Reference Object                     Distance      Geod. Az  |
 AZ0589|                                                           dddmmss.s |
 AZ0589| AZ0011 Z 481                                              0282519.5 |
 AZ0589| CV5904 YOUNG RM 1                           30.598 METERS 23600     |
 AZ0589| BO0449 ROCKSPRINGS TANK                    APPROX. 9.6 KM 3411551.9 |
 AZ0589| CV5905 YOUNG RM 2                           25.899 METERS 35825     |
 AZ0589|---------------------------------------------------------------------|
 AZ0589
 AZ0589                          SUPERSEDED SURVEY CONTROL
 AZ0589
 AZ0589  NAD 83(1986)-  29 55 52.84955(N)    100 10 32.36755(W) AD(       ) 2
 AZ0589  NAD 27      -  29 55 52.07500(N)    100 10 31.08300(W) AD(       ) 2
 AZ0589
 AZ0589.Superseded values are not recommended for survey control.
 AZ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0589.See file dsdata.txt to determine how the superseded data were derived.
 AZ0589
 AZ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8652811759(NAD 83)
 AZ0589_MARKER: DS = TRIANGULATION STATION DISK
 AZ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0589
 AZ0589  HISTORY     - Date     Condition        Report By
 AZ0589  HISTORY     - 1944     MONUMENTED       CGS
 AZ0589
 AZ0589                          STATION DESCRIPTION
 AZ0589
 AZ0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AZ0589'STATION IS LOCATED ABOUT 6 MILES, AIR LINE, SSE OF ROCKSPRINGS,
 AZ0589'0.7 MILE W OF STATE HIGHWAY 55, IN WOODED PASTURE LAND OWNED BY
 AZ0589'MR. GUS YOUNG, ABOUT 0.75 MILE S OF THE YOUNG RANCH HOUSE.  IT
 AZ0589'IS ON THE HIGHEST POINT OF THE FLAT, WOODED PASTURE LAND, 120
 AZ0589'FEET N OF THE CENTER LINE OF A GRADED ROAD, AND 7 FEET NW OF A
 AZ0589'4- BY 4-INCH WOODEN MARKER POST.
 AZ0589'
 AZ0589'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 AZ0589'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT
 AZ0589'IS STAMPED YOUNG 1944.
 AZ0589'
 AZ0589'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 AZ0589'CYLINDER THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS
 AZ0589'STAMPED YOUNG NO 1 1944.
 AZ0589'
 AZ0589'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 AZ0589'CYLINDER THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 AZ0589'STAMPED YOUNG NO 2 1944.
 AZ0589'
 AZ0589'AZIMUTH MARK IS 0.1 MILE N OF A GREEN BUMPER GATE, 65 FEET W OF
 AZ0589'THE CENTER LINE OF STATE HIGHWAY 55, AND 17.5 FEET WSW OF THE
 AZ0589'RIGHT-OF-WAY FENCE.  IT IS A BRONZE BENCH-MARK DISK SET IN A
 AZ0589'SQUARE-TOPPED CONCRETE POST THAT PROJECTS ABOUT 8 INCHES ABOVE THE
 AZ0589'GROUND.  IT IS STAMPED Z 481 1935 2356.137.
 AZ0589'
 AZ0589'TO REACH STATION FROM THE COURTHOUSE IN ROCKSPRINGS, GO E ON
 AZ0589'STATE HIGHWAY 55 FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAYS
 AZ0589'55 AND 41.  TURN LEFT AND GO S ON HIGHWAY 55 FOR 6.0 MILES TO
 AZ0589'A GREEN BUMPER GATE ON RIGHT.  TURN RIGHT THROUGH GATE AND GO
 AZ0589'W ON GRADED ROAD FOR 0.5 MILE TO A GREEN BUMPER GATE.  PASS
 AZ0589'THROUGH GATE AND CONTINUE W FOR 0.2 MILE TO TOP OF A LOW RIDGE
 AZ0589'AND STATION ON RIGHT AT DIM TRACKS TO RIGHT.
 AZ0589'
 AZ0589'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1019 ***********************************************************************
 BM1019  DESIGNATION -  YOUNG
 BM1019  PID         -  BM1019
 BM1019  STATE/COUNTY-  TX/LEE
 BM1019  USGS QUAD   -  FLAG POND (1988)
 BM1019
 BM1019                         *CURRENT SURVEY CONTROL
 BM1019  ___________________________________________________________________
 BM1019* NAD 83(1993)-  30 17 45.28302(N)    096 44 34.26234(W)     ADJUSTED  
 BM1019* NAVD 88     -        94.05   (+/-2cm)     308.6    (feet)  VERTCON   
 BM1019  ___________________________________________________________________
 BM1019  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 BM1019  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BM1019
 BM1019  HORZ ORDER  -  THIRD
 BM1019  VERT ORDER  -  THIRD ? (See Below)
 BM1019
 BM1019.The horizontal coordinates were established by classical geodetic methods
 BM1019.and adjusted by the National Geodetic Survey in February 1996..
 BM1019
 BM1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1019.The vertical order pertains to the NGVD 29 superseded value.
 BM1019
 BM1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1019
 BM1019.The geoid height was determined by GEOID03.
 BM1019
 BM1019;                    North         East     Units Scale Factor Converg.
 BM1019;SPC TX C     - 3,075,329.674 1,045,325.080   MT  0.99995698   +1 50 57.5
 BM1019;SPC TX C     -10,089,644.11  3,429,537.37   sFT  0.99995698   +1 50 57.5
 BM1019;SPC TXSC     - 4,275,026.462   817,122.234   MT  1.00000366   +1 06 20.9
 BM1019;SPC TXSC     -14,025,649.32  2,680,841.86   sFT  1.00000366   +1 06 20.9
 BM1019;UTM  14      - 3,353,733.240   717,075.840   MT  1.00018137   +1 08 20.8
 BM1019
 BM1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1019!SPC TX C     -   0.99998942  x   0.99995698  =   0.99994640
 BM1019!SPC TXSC     -   0.99998942  x   1.00000366  =   0.99999308
 BM1019!UTM  14      -   0.99998942  x   1.00018137  =   1.00017079
 BM1019
 BM1019|---------------------------------------------------------------------|
 BM1019| PID    Reference Object                     Distance      Geod. Az  |
 BM1019|                                                           dddmmss.s |
 BM1019| CV8670 YOUNG RM 1                           31.352 METERS 02100     |
 BM1019| CV8671 YOUNG RM 2                           18.121 METERS 09931     |
 BM1019| CV8669 YOUNG AZ MK                                        2655053.3 |
 BM1019|---------------------------------------------------------------------|
 BM1019
 BM1019                          SUPERSEDED SURVEY CONTROL
 BM1019
 BM1019  NAD 83(1986)-  30 17 45.30057(N)    096 44 34.24559(W) AD(       ) 3
 BM1019  NAD 27      -  30 17 44.53500(N)    096 44 33.33100(W) AD(       ) 3
 BM1019  NGVD 29 (07/19/86)   94.01   (m)          308.4    (f) LEVELING    3  
 BM1019
 BM1019.Superseded values are not recommended for survey control.
 BM1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1019.See file dsdata.txt to determine how the superseded data were derived.
 BM1019
 BM1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU1707653733(NAD 83)
 BM1019_MARKER: DS = TRIANGULATION STATION DISK
 BM1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1019
 BM1019  HISTORY     - Date     Condition        Report By
 BM1019  HISTORY     - 1954     MONUMENTED       CGS
 BM1019
 BM1019                          STATION DESCRIPTION
 BM1019
 BM1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1019'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF GIDDINGS,
 BM1019'11 MILES NORTHWEST OF BURTON, 7.5 MILES SOUTHEAST OF DIME
 BM1019'BOX AND 2.5 MILES SOUTHEAST OF THE GIDDINGS-OLD DIME BOX
 BM1019'HIGHWAY AND OPPOSITE SIDE OF THE ROAD FROM SOME ABANDONED RANCH
 BM1019'BUILDINGS AT A BEND IN THE ROAD.  THE MARK IS ON COUNTY
 BM1019'ROAD PROPERTY.
 BM1019'
 BM1019'TO REACH THE STATION FROM THE RAILROAD CROSSING, 1 BLOCK
 BM1019'NORTHEAST OF THE DEPOT IN DIME BOX, GO SOUTHEAST ON THE
 BM1019'GIDDINGS-OLD DIME BOX HIGHWAY FOR 5.3 MILES TO A SIDE ROAD LEFT
 BM1019'AND A FRAME HOUSE WITH A TIN ROOF ON THE RIGHT.  TURN LEFT
 BM1019'FOLLOWING DIRT ROAD FOR 2.9 MILES TO A BEND IN THE ROAD AND
 BM1019'SOME ABANDONED RANCH BUILDINGS ON THE LEFT AND THE STATION MARK
 BM1019'ON THE RIGHT.
 BM1019'
 BM1019'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1019'POST PROJECTING 4 INCHES.  IT IS 53 FEET SOUTHWEST OF THE
 BM1019'CENTERLINE OF THE ROAD, APPROX. 180 FEET SOUTH OF THE RANCH
 BM1019'HOUSE, 16 FEET EAST OF A 3 FOOT TREE, 5 FEET EAST OF A WITNESS
 BM1019'POST AND IN A NORTHWEST-SOUTHEAST FENCELINE FORMING THE SOUTHWEST
 BM1019'RIGHT-OF-WAY OF THE ROAD.  THE MARK IS STAMPED YOUNG 1954.
 BM1019'
 BM1019'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1019'POST PROJECTING 4 INCHES.  IT IS 50 FEET NORTH OF THE CENTERLINE
 BM1019'OF THE ROAD, 39 FEET SOUTHEAST OF AN OAK TREE AND GATE AND 1 FOOT
 BM1019'SOUTH OF THE RIGHT-OF-WAY FENCELINE.  THE MARK IS STAMPED YOUNG
 BM1019'NO 1 1954.
 BM1019'
 BM1019'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1019'POST PROJECTING 4 INCHES.  IT IS 39 FEET SOUTHWEST OF THE
 BM1019'CENTERLINE OF THE ROAD, 40 FEET NORTHWEST OF A FENCE CORNER AND
 BM1019'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCELINE.  THE MARK IS STAMPED
 BM1019'YOUNG NO 2 1954.
 BM1019'
 BM1019'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1019'POST PROJECTING 4 INCHES.  IT IS 0.05 MILES EAST OF A CURVE TO
 BM1019'THE RIGHT IN THE ROAD, 180 FEET NORTHEAST OF A WHITE HOUSE, 25
 BM1019'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A
 BM1019'GATE POST AND WITNESS POST AT THE ENTRANCE TO A FARM LANE.  THE
 BM1019'MARK IS STAMPED YOUNG 1954.
 BM1019'
 BM1019'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1369 ***********************************************************************
 BZ1369  DESIGNATION -  YOUNG
 BZ1369  PID         -  BZ1369
 BZ1369  STATE/COUNTY-  TX/FREESTONE
 BZ1369  USGS QUAD   -  YOUNG (1982)
 BZ1369
 BZ1369                         *CURRENT SURVEY CONTROL
 BZ1369  ___________________________________________________________________
 BZ1369* NAD 83(1993)-  31 51 51.20217(N)    096 06 35.27421(W)     ADJUSTED  
 BZ1369* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 BZ1369  ___________________________________________________________________
 BZ1369  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 BZ1369  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BZ1369
 BZ1369  HORZ ORDER  -  FIRST
 BZ1369
 BZ1369.The horizontal coordinates were established by classical geodetic methods
 BZ1369.and adjusted by the National Geodetic Survey in February 1996..
 BZ1369
 BZ1369.The orthometric height was scaled from a topographic map.
 BZ1369
 BZ1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1369
 BZ1369.The geoid height was determined by GEOID03.
 BZ1369
 BZ1369;                    North         East     Units Scale Factor Converg.
 BZ1369;SPC TX C     - 3,251,207.730 1,099,584.042   MT  0.99999492   +2 10 31.3
 BZ1369;SPC TX C     -10,666,670.69  3,607,551.98   sFT  0.99999492   +2 10 31.3
 BZ1369;SPC TXNC     - 2,024,481.512   826,189.658   MT  1.00008539   +1 18 13.0
 BZ1369;SPC TXNC     - 6,641,986.43  2,710,590.57   sFT  1.00008539   +1 18 13.0
 BZ1369;UTM  14      - 3,529,028.787   773,448.232   MT  1.00052229   +1 31 36.2
 BZ1369
 BZ1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1369!SPC TX C     -   0.99998658  x   0.99999492  =   0.99998150
 BZ1369!SPC TXNC     -   0.99998658  x   1.00008539  =   1.00007197
 BZ1369!UTM  14      -   0.99998658  x   1.00052229  =   1.00050886
 BZ1369
 BZ1369|---------------------------------------------------------------------|
 BZ1369| PID    Reference Object                     Distance      Geod. Az  |
 BZ1369|                                                           dddmmss.s |
 BZ1369| CV8667 YOUNG RM 1                           26.576 METERS 18528     |
 BZ1369| BZ1374 FAIRFIELD MUNICIPAL TANK            APPROX.16.2 KM 1970455.0 |
 BZ1369| CV8668 YOUNG RM 2                           24.193 METERS 28038     |
 BZ1369|---------------------------------------------------------------------|
 BZ1369
 BZ1369                          SUPERSEDED SURVEY CONTROL
 BZ1369
 BZ1369  NAD 83(1986)-  31 51 51.21085(N)    096 06 35.25604(W) AD(       ) 1
 BZ1369  NAD 27      -  31 51 50.62000(N)    096 06 34.36600(W) AD(       ) 1
 BZ1369
 BZ1369.Superseded values are not recommended for survey control.
 BZ1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1369.See file dsdata.txt to determine how the superseded data were derived.
 BZ1369
 BZ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA7344829029(NAD 83)
 BZ1369_MARKER: DS = TRIANGULATION STATION DISK
 BZ1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1369
 BZ1369  HISTORY     - Date     Condition        Report By
 BZ1369  HISTORY     - 1946     MONUMENTED       CGS
 BZ1369  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BZ1369
 BZ1369                          STATION DESCRIPTION
 BZ1369
 BZ1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BZ1369'LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF FAIRFIELD, 35 FEET
 BZ1369'WEST-NORTHWEST OF A BRICK CHIMNEY (THE REMAINS OF A FARM
 BZ1369'HOUSE), 30 FEET EAST OF THE CENTER OF A DIRT ROAD, 20 FEET
 BZ1369'SOUTH-SOUTHWEST OF A FENCE CORNER AND 12 FEET WEST OF A WIRE
 BZ1369'FENCE.  IT IS STAMPED YOUNG 1946 AND PROJECTS 3 INCHES.
 BZ1369'
 BZ1369'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE CENTER OF THE
 BZ1369'DIRT ROAD AND 1 FOOT EAST OF A WIRE FENCE.  IT IS STAMPED
 BZ1369'YOUNG NO 1 1946 AND PROJECTS 4 INCHES.
 BZ1369'
 BZ1369'REFERENCE MARK NO. 2 IS 40 FEET SOUTHWEST OF THE RUINS OF A
 BZ1369'LOG HOUSE, 18 FEET WEST OF THE CENTER OF THE DIRT ROAD AND
 BZ1369'1 FOOT EAST OF THE WIRE FENCE.  IT IS STAMPED YOUNG NO 2 1946
 BZ1369'AND PROJECTS 4 INCHES.
 BZ1369'
 BZ1369'THE AZIMUTH MARK IS 38 FEET NORTH OF A FENCE CORNER, 18 FEET
 BZ1369'WEST OF THE CENTER OF THE DIRT ROAD, 15 FEET NORTH OF A 24-INCH
 BZ1369'OAK TREE AND 10 FEET EAST OF A WIRE FENCE.  IT IS STAMPED
 BZ1369'YOUNG 1946 AND PROJECTS 4 INCHES.
 BZ1369'
 BZ1369'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 BZ1369'75 AND 84 IN FAIRFIELD, GO EASTERLY ON NO. 84 FOR 1.15 MILES
 BZ1369'TO A CROSSROAD.  THEN LEFT ON A DIRT ROAD FOR 0.25 MILE TO
 BZ1369'A T-INTERSECTION.  THEN RIGHT FOR 0.45 MILE TO A FORK.  TAKE
 BZ1369'THE RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD AND THE
 BZ1369'SIGNS CAYUGA OIL FIELD FOR 8.6 MILES TO A SIDE ROAD ON THE
 BZ1369'LEFT AT A WHITE BOARD FENCE.  THEN LEFT FOR 2.1 MILES TO THE
 BZ1369'AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.3 MILE TO THE
 BZ1369'STATION ON THE RIGHT.
 BZ1369'
 BZ1369'A 100 FOOT SIGNAL AT HOUSE IS VISIBLE FROM THE GROUND.
 BZ1369'
 BZ1369'A 100 FOOT SIGNAL AT WELL IS VISIBLE AT 37 FEET.
 BZ1369'
 BZ1369'A 100 FOOT SIGNAL AT CAYUGA IS VISIBLE AT 37 FEET.
 BZ1369'
 BZ1369'A 100 FOOT SIGNAL AT VANNOY 1935 IS VISIBLE AT 50 FEET.
 BZ1369'
 BZ1369'A 100 FOOT SIGNAL AT GREENS IS VISIBLE AT 37 FEET.
 BZ1369'
 BZ1369'A 100 FOOT SIGNAL AT COOKS IS VISIBLE AT 37 FEET.
 BZ1369'
 BZ1369'A 37 FOOT SIGNAL AT PILOT 2 1935 IS VISIBLE AT 37 FEET.
 BZ1369'
 BZ1369'AN 87 FOOT SIGNAL AT GRINDSTONE IS VISIBLE AT 37 FEET.
 BZ1369'
 BZ1369'A 100 FOOT SIGNAL AT WINKLER IS VISIBLE AT 37 FEET.
 BZ1369'
 BZ1369'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BZ1369
 BZ1369                          STATION RECOVERY (1965)
 BZ1369
 BZ1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 BZ1369'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 BZ1369'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 BZ1369'MARK NO. 1 WAS FOUND TO BE DESTROYED.  AT THE REQUEST OF
 BZ1369'THE TEXAS HIGHWAY DEPARTMENT ALL MARKS WERE DESTROYED TO CLEAR
 BZ1369'THE AREA FOR ROAD CONSTRUCTION.  A NEW TRIANGULATION STATION
 BZ1369'YOUNG 2 WAS SET SOUTHWEST OF STATION YOUNG.  A TRAVERSE
 BZ1369'CONNECTION WAS MADE DISTANCE BEING 84.64 FEET (25.797 METERS),
 BZ1369'AND ANGLES TURNED FROM THE AZIMUTH MARK, TRIANGULATION STATION
 BZ1369'YOUNG, AND TRIANGULATION YOUNG 2 TO DETERMINED THE POSITION
 BZ1369'OF YOUNG 2.
 BZ1369'
 BZ1369'THE UNDERGROUND STATION MARK AT YOUNG WAS LEFT INTACT BUT IT
 BZ1369'MAY BE DESTROYED AS THERE WILL BE A 4 FT. CUT AT THE SITE
 BZ1369'OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1013 ***********************************************************************
 CT1013  DESIGNATION -  YOUNG
 CT1013  PID         -  CT1013
 CT1013  STATE/COUNTY-  TX/ERATH
 CT1013  USGS QUAD   -  BUNYAN (1965)
 CT1013
 CT1013                         *CURRENT SURVEY CONTROL
 CT1013  ___________________________________________________________________
 CT1013* NAD 83(1993)-  32 11 28.08280(N)    098 18 21.86014(W)     ADJUSTED  
 CT1013* NAVD 88     -       461.3    (meters)    1513.     (feet)  VERTCON   
 CT1013  ___________________________________________________________________
 CT1013  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CT1013  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CT1013
 CT1013  HORZ ORDER  -  FIRST
 CT1013
 CT1013.The horizontal coordinates were established by classical geodetic methods
 CT1013.and adjusted by the National Geodetic Survey in February 1996..
 CT1013
 CT1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1013
 CT1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1013
 CT1013.The geoid height was determined by GEOID03.
 CT1013
 CT1013;                    North         East     Units Scale Factor Converg.
 CT1013;SPC TXNC     - 2,058,176.606   618,286.431   MT  0.99998449   +0 06 20.8
 CT1013;SPC TXNC     - 6,752,534.41  2,028,494.73   sFT  0.99998449   +0 06 20.8
 CT1013;SPC TX C     - 3,281,615.130   891,171.814   MT  1.00009720   +1 02 39.0
 CT1013;SPC TX C     -10,766,432.31  2,923,786.19   sFT  1.00009720   +1 02 39.0
 CT1013;UTM  14      - 3,561,832.813   565,409.545   MT  0.99965276   +0 22 10.9
 CT1013
 CT1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1013!SPC TXNC     -   0.99993192  x   0.99998449  =   0.99991642
 CT1013!SPC TX C     -   0.99993192  x   1.00009720  =   1.00002912
 CT1013!UTM  14      -   0.99993192  x   0.99965276  =   0.99958471
 CT1013
 CT1013:                Primary Azimuth Mark                     Grid Az
 CT1013:SPC TXNC     -  ALARM                                    096 01 19.7
 CT1013:SPC TX C     -  ALARM                                    095 05 01.5
 CT1013:UTM  14      -  ALARM                                    095 45 29.6
 CT1013
 CT1013|---------------------------------------------------------------------|
 CT1013| PID    Reference Object                     Distance      Geod. Az  |
 CT1013|                                                           dddmmss.s |
 CT1013| CT1006 ALARM                               APPROX. 7.3 KM 0960740.5 |
 CT1013| CX9027 YOUNG RM                            291.457 METERS 17712     |
 CT1013| CT1014 DUBLIN STANDPIPE                    APPROX.11.7 KM 1995436.0 |
 CT1013|---------------------------------------------------------------------|
 CT1013
 CT1013                          SUPERSEDED SURVEY CONTROL
 CT1013
 CT1013  NAD 83(1986)-  32 11 28.08716(N)    098 18 21.84110(W) AD(       ) 1
 CT1013  NAD 27      -  32 11 27.58100(N)    098 18 20.68500(W) AD(       ) 1
 CT1013  NGVD 29 (07/28/98)  461.2    (m)         1513.     (f) VERT ANG       
 CT1013
 CT1013.Superseded values are not recommended for survey control.
 CT1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1013.See file dsdata.txt to determine how the superseded data were derived.
 CT1013
 CT1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA6541061833(NAD 83)
 CT1013_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CT1013_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CT1013_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CT1013_PROJECTION: FLUSH
 CT1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1013+STABILITY: SURFACE MOTION
 CT1013
 CT1013  HISTORY     - Date     Condition        Report By
 CT1013  HISTORY     - 1902     MONUMENTED       CGS
 CT1013  HISTORY     - 1960     GOOD             CGS
 CT1013  HISTORY     - 1965     GOOD             USGS
 CT1013  HISTORY     - 1965     GOOD             USGS
 CT1013
 CT1013                          STATION DESCRIPTION
 CT1013
 CT1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 CT1013'STATION IS ABOUT 6 MILES WSW OF STEPHENVILLE, 6-1/2 MILES SE
 CT1013'OF LINGLEVILLE, 8 MILES N BY E FROM DUBLIN, AND 1/2 MILE N
 CT1013'OF THE STEPHENVILLE-DE LEON ROAD, ON A HIGH PRAIRIE PASTURE
 CT1013'LYING S OF THE SOUTH BOSQUE RIVER, NW OF ALARM CREEK, AND NE
 CT1013'OF THE GREEN CREEK TRIBUTARIES, ON LAND OF J.H. YOUNG.
 CT1013'
 CT1013'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL
 CT1013'IN THE CENTER OF A TERRA-COTTA PIPE 4 INCHES IN DIAMETER
 CT1013'AND 2 FEET LONG, FILLED WITH CONCRETE AND SET IN A CYLINDER
 CT1013'OF CONCRETE 18 INCHES IN DIAMETER.
 CT1013'
 CT1013'UNDERGROUND MARK IS 2 FEET BELOW THE SURFACE OF THE GROUND.
 CT1013'
 CT1013'REFERENCE MARK IS JUST WITHIN THE FENCE AT THE SW CORNER OF
 CT1013'YOUNGS PASTURE, 4.51 METERS (14.8 FEET) FROM THE CENTER OF
 CT1013'A NARROW LANE RUNNING NE AND SW, 2.28 METERS (7.5 FEET) NE
 CT1013'OF A LANE RUNNING NW AND SE 291.457 METERS (956.22 FEET)
 CT1013'FROM THE STATION S 2 DEG 48 MIN 15 SEC E.
 CT1013'
 CT1013'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--D.D.H. MOORES HOUSE,
 CT1013'CENTER OF CHIMNEY AT W END, ABOUT 700 YARDS, S 3 DEG 13 MIN
 CT1013'30 SEC W.  N.W. KIKERS HOUSE, CENTER OF CHIMNEY AT W END, ABOUT
 CT1013'875 YARDS, S 35 DEG 58 MIN 34 SEC W.  TILE CHIMNEY AT THE S END
 CT1013'OF MR. YOUNGS HOUSE, ABOUT 1,650 YARDS, N 56 DEG 46 MIN E.
 CT1013'
 CT1013'ELEVATION OF THE STATION IS 460.1 METERS (1,510 FEET).
 CT1013
 CT1013                          STATION RECOVERY (1960)
 CT1013
 CT1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 CT1013'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  NO
 CT1013'ATTEMPT WAS MADE TO RECOVER THE REFERENCE MARKS.
 CT1013'
 CT1013'TO REACH FROM COURTHOUSE IN STEPHENVILLE, GO SOUTHWEST ON
 CT1013'U.S. 67 AND U.S. 377 FIVE MILES TO CROSSROADS.  TURN RIGHT
 CT1013'(NORTHWEST) FOR 0.3 MILE TO T-ROAD.  TURN LEFT (SOUTHWEST) FOR
 CT1013'0.9 MILE TO ROAD RIGHT.  TURN RIGHT (NORTHWEST) FOR 0.7 MILE
 CT1013'TO T-ROAD.  TURN LEFT (SOUTHWEST) FOR 0.4 MILE.  TURN RIGHT
 CT1013'(NORTHWEST) FOR 0.4 MILE.  TURN LEFT (SOUTHWEST) FOR 0.14
 CT1013'MILE TO ALUMINUM GATE (LOCKED) ON RIGHT.  GO THROUGH GATE
 CT1013'AND FOLLOW DIM TRAIL TO TOP OF HILL AND STATION 54 FEET LEFT
 CT1013'OF TRAIL.
 CT1013
 CT1013                          STATION RECOVERY (1965)
 CT1013
 CT1013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT1013'STATION WAS RECOVERED.
 CT1013'
 CT1013'TO REACH--FROM THE POST OFFICE IN STEPHENVILLE, TEXAS, SO
 CT1013'S FOR 1 BLOCK AND THEN SW ON U.S. HWY. 377 FOR 3.3 MILES
 CT1013'TO T-ROAD.  TURN RIGHT AND GO 0.2 MILES TO T-ROAD.  TURN
 CT1013'LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 2.2 MILES TO T-ROAD.
 CT1013'TURN LEFT FOR 0.4 MILE TO THE BARRON RANCH.  PASS THROUGH 2
 CT1013'GATES AT THE N END OF THE HOUSE AND PROCEED WESTERLY ON TRACK
 CT1013'ROAD PAST RESERVOIR FOR 0.9 MILE TO GATE.  CONTINUE W FOR 0.3
 CT1013'MILE TO Y-ROAD.  GO LEFT ON DIM TRACK ROAD FOR 0.1 MILE TO
 CT1013'TOP AND STATION ABOUT 20 FEET W OF ROAD.
 CT1013
 CT1013                          STATION RECOVERY (1965)
 CT1013
 CT1013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT1013'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32098-2, STATION 1008.
 CT1013'RECOVERED BY USGS IN 1965 AND REDESCRIBED AS FOLLOWS
 CT1013'TO REACH FROM THE POST OFFICE IN STEPHENVILLE, TEXAS, GO S. 1 BLOCK
 CT1013'AND THEN SW. ON U.S. HIGHWAY 377 3.3 MI. TO T-RD., TURN RIGHT AND GO
 CT1013'0.2 MI. TO T-RD., TURN LEFT AND FOLLOW MAIN TRAVELED RD. 2.2 MI. TO
 CT1013'T-RD., TURN LEFT 0.4 MI. TO THE BARRON RANCH, PASS THROUGH 2 GATES AT
 CT1013'THE N. END OF THE HOUSE AND PROCEED WESTERLY ON TRACK RD. PAST
 CT1013'RESERVOIR 0.9 MI. TO GATE, CONTINUE W. 0.3 MI. TO Y-RD., GO LEFT ON
 CT1013'DIM TRACK RD. 0.1 MI. TO TOP AND STATION ABOUT 20 FT. W. OF RD.
 CT1013'STATION MARK--NAIL IN CONCRETE PIPE IN 18 IN. CYLINDER OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0541 ***********************************************************************
 DP0541  DESIGNATION -  YOUNG
 DP0541  PID         -  DP0541
 DP0541  STATE/COUNTY-  TX/KING
 DP0541  USGS QUAD   -  PURSLEY HOUSE (1978)
 DP0541
 DP0541                         *CURRENT SURVEY CONTROL
 DP0541  ___________________________________________________________________
 DP0541* NAD 83(1993)-  33 28 46.73316(N)    100 30 55.82201(W)     ADJUSTED  
 DP0541* NAVD 88     -       676.73   (+/-2cm)    2220.2    (feet)  VERTCON   
 DP0541  ___________________________________________________________________
 DP0541  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 DP0541  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DP0541
 DP0541  HORZ ORDER  -  FIRST
 DP0541  VERT ORDER  -  THIRD ? (See Below)
 DP0541
 DP0541.The horizontal coordinates were established by classical geodetic methods
 DP0541.and adjusted by the National Geodetic Survey in February 1996..
 DP0541
 DP0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0541.The vertical order pertains to the NGVD 29 superseded value.
 DP0541
 DP0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0541
 DP0541.The geoid height was determined by GEOID03.
 DP0541
 DP0541;                    North         East     Units Scale Factor Converg.
 DP0541;SPC TXNC     - 2,202,840.498   412,700.372   MT  0.99990044   -1 05 57.3
 DP0541;SPC TXNC     - 7,227,152.53  1,354,001.14   sFT  0.99990044   -1 05 57.3
 DP0541;UTM  14      - 3,705,490.252   359,192.236   MT  0.99984444   -0 50 10.1
 DP0541
 DP0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0541!SPC TXNC     -   0.99989797  x   0.99990044  =   0.99979842
 DP0541!UTM  14      -   0.99989797  x   0.99984444  =   0.99974242
 DP0541
 DP0541|---------------------------------------------------------------------|
 DP0541| PID    Reference Object                     Distance      Geod. Az  |
 DP0541|                                                           dddmmss.s |
 DP0541| CX9029 YOUNG RM 2                           17.529 METERS 08317     |
 DP0541| DP0543 YOUNG 1935 AZ MK                    APPROX. 1.0 KM 0984120.9 |
 DP0541| CX9028 YOUNG RM 1                           17.951 METERS 34538     |
 DP0541|---------------------------------------------------------------------|
 DP0541
 DP0541                          SUPERSEDED SURVEY CONTROL
 DP0541
 DP0541  NAD 83(1993)-  33 28 46.73599(N)    100 30 55.82142(W) AD(       ) 1
 DP0541  NAD 83(1986)-  33 28 46.73870(N)    100 30 55.81538(W) AD(       ) 1
 DP0541  NAD 27      -  33 28 46.43400(N)    100 30 54.39700(W) AD(       ) 1
 DP0541  NGVD 29 (07/17/98)  676.52   (m)         2219.5    (f) LEVELING    3  
 DP0541
 DP0541.Superseded values are not recommended for survey control.
 DP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0541.See file dsdata.txt to determine how the superseded data were derived.
 DP0541
 DP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC5919205490(NAD 83)
 DP0541_MARKER: DS = TRIANGULATION STATION DISK
 DP0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0541
 DP0541  HISTORY     - Date     Condition        Report By
 DP0541  HISTORY     - 1935     MONUMENTED       CGS
 DP0541  HISTORY     - 1938     GOOD             TXHD
 DP0541  HISTORY     - 1958     GOOD             CGS
 DP0541  HISTORY     - 1958     GOOD             USGS
 DP0541  HISTORY     - 1978     GOOD             NGS
 DP0541
 DP0541                          STATION DESCRIPTION
 DP0541
 DP0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0541'STATION IS 15 MILES SW OF GUTHRIE, A LITTLE S OF CENTER
 DP0541'OF SECTION 231, H. AND T. RAILROAD COMPANY, BLOCK F, ABOUT
 DP0541'250 YARDS E OF COUNTY LINE.  MARK IS ON HIGHEST POINT ON A
 DP0541'SANDY KNOB ON A N-S RIDGE, ON PROPERTY OF HUBERT YOUNG.  IT IS
 DP0541'ON HIGHEST GROUND IN VICINITY, EXCEPT A RIDGE TO W THAT IS
 DP0541'PERHAPS 15 FEET HIGHER.
 DP0541'
 DP0541'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 DP0541'STANDARD BRONZE DISKS SET IN CONCRETE.
 DP0541'
 DP0541'AZIMUTH MARK IS 0.7 MILE E OF STATION, 40 FEET NW OF ROAD,
 DP0541'ON W SIDE OF RIDGE OVERLOOKING GULCH.  TO REACH FROM STATION,
 DP0541'GO AROUND BASE OF HILL TO ROAD, FOLLOW ROAD 0.3 MILE E TO
 DP0541'MARK ON LEFT.
 DP0541'
 DP0541'TO REACH THE STATION FROM THE COURTHOUSE IN ASPERMONT, GO N
 DP0541'ON U.S. HIGHWAY 83 FOR 23.0 MILES TO T-ROAD TO LEFT (W), FOLLOW
 DP0541'MAIN GRADED T-ROAD WESTERLY AND NORTHERLY FOR 15.0 MILES TO T-ROAD
 DP0541'WESTERLY AND NORTHERLY FOR 15.0 MILES TO T-ROAD TO LEFT, TURN LEFT
 DP0541'(W), FOLLOW MAIN ROAD WESTERLY AND SOUTHERLY FOR 3.9 MILES AND
 DP0541'TURN RIGHT INTO CATTLE GAP, GO 1.2 MILES AND CROSS FARMYARD
 DP0541'THROUGH TWO GATES, CONTINUE ON MAIN ROAD FOR 0.65 MILE TO WIRE
 DP0541'GATE, CONTINUE ON MAIN ROAD FOR 2.4 MILES TO TRAIL TO RIGHT AT
 DP0541'BOTTOM OF HILL.  STATION IS 0.3 MILE WNW OF THIS POINT, FOLLOW
 DP0541'TRAIL AROUND E AND N SIDES OF HILL TO TOP AND STATION.
 DP0541'
 DP0541'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0541
 DP0541                          STATION RECOVERY (1938)
 DP0541
 DP0541'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0541'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 DP0541'SATISFACTORY.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0541
 DP0541                          STATION RECOVERY (1958)
 DP0541
 DP0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0541'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DP0541'
 DP0541'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM GUTHRIE--
 DP0541'
 DP0541'TO REACH FROM GUTHRIE, FROM THE COURT HOUSE, GO SOUTH ON
 DP0541'U.S. HIGHWAYS 82 AND 83 FOR 0.45 MILE TO A SIDE ROAD RIGHT, TURN
 DP0541'RIGHT AND FOLLOW MAIN GRADED ROAD WESTERLY FOR 9.35 MILES TO FORKS,
 DP0541'TAKE RIGHT FORK AND CONTINUE WEST AND SOUTH FOR 4.7 MILES TO A
 DP0541'STEEL GIRDER BRIDGE, CONTINUE SOUTH AND WEST FOR 3.05 MILES TO
 DP0541'THE AZIMUTH MARK ON THE RIGHT (THIS IS 0.2 MILE AFTER
 DP0541'PASSING THE POINT WHERE A POWER LINE CROSSES OVER THE ROAD),
 DP0541'CONTINUE FOR 0.4 MILE TO FORKS NEAR BOTTOM OF HILL, TAKE
 DP0541'RIGHT FORK FOR 0.3 MILE THEN TURN SHARP LEFT OFF ROAD AND GO
 DP0541'SOUTH FOR 0.15 MILE TO TOP OF ROUND KNOLL AND STATION.
 DP0541'
 DP0541'THE AZIMUTH MARK IS 40 FEET WEST OF THE CENTERLINE OF THE
 DP0541'ROAD AT POINT DESCRIBED.
 DP0541
 DP0541                          STATION RECOVERY (1958)
 DP0541
 DP0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DP0541'RECOVERED AS DESCRIBED IN NGS QUAD 33100-3, STATION 1002.
 DP0541'STATION MARK--A STANDARD USC AND GS TABLET STAMPED---YOUNG 1935---.
 DP0541
 DP0541                          STATION RECOVERY (1978)
 DP0541
 DP0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DP0541'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 DP0541'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO THE
 DP0541'REFERENCE MARKS CHECKED THE 1935 DATA, BUT THE AZIMUTH MARK
 DP0541'WAS OFF BY 7 SECONDS.  LONGER MEASUREMENTS WERE NOTED TO BOTH
 DP0541'REFERENCE MARKS, 0.121 METER TO REFERENCE MARK 1 AND 0.008
 DP0541'METER TO REFERENCE MARK 2.  PREVIOUS DESCRIPTION WAS NOT
 DP0541'AVAILABLE AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 DP0541'
 DP0541'THE STATION IS LOCATED 15 MILES SOUTHWEST OF GUTHRIE, 6 MILES
 DP0541'NORTH OF THE DICKENS-KING-KENT-STONEWALL COUNTIES JUNCTION
 DP0541'CORNER, 1/4 MILE EAST OF THE DICKENS COUNTY LINE. ON A GRASSY
 DP0541'KNOLL AT THE SOUTH END OF A SHORT RIDGE.  PROPERTY OWNER WAS
 DP0541'NOT KNOWN AT THE TIME.
 DP0541'
 DP0541'TO REACH THE STATION FROM THE COURTHOUSE IN GUTHRIE, GO SOUTH
 DP0541'ON U.S. HIGHWAYS 82 AND 83 FOR 0.45 MILE TO A DIRT ROAD RIGHT.
 DP0541'TURN RIGHT, WEST, ON THE DIRT ROAD FOR 9.3 MILES TO A FORK.
 DP0541'BEAR RIGHT, WEST, FOR 1.1 MILES TO A FORK.  BEAR LEFT, SOUTH
 DP0541'AND WEST, FOR 1.0 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD,
 DP0541'WEST, THEN SOUTH, ALONG FENCE LINE FOR 2.5 MILES TO A STEEL
 DP0541'GIRDER BRIDGE.  CONTINUE ON THE DIRT ROAD FOR 3.15 MILES TO
 DP0541'THE AZIMUTH MARK ON THE RIGHT, JUST PAST TWO UNDERGROUND
 DP0541'TELEPHONE LINES JUNCTION BOXES.  CONTINUE AHEAD FOR 0.35 MILE
 DP0541'TO A ROAD RIGHT AT BOTTOM OF A HILL.  TURN RIGHT, NORTHWEST,
 DP0541'ON THE ROAD FOR 0.3 MILE TO TOP OF GRADE.  TURN SHARP LEFT,
 DP0541'SOUTH, THROUGH TREES TO TOP OF RIDGE, THEN ALONG TOP OF RIDGE
 DP0541'FOR A TOTAL OF 0.25 MILE TO THE KNOLL AND THE STATION.
 DP0541'
 DP0541'STATION MARKS, STAMPED---YOUNG 1935---, ARE STANDARD DISKS.
 DP0541'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DP0541'MONUMENT PROJECTING 6 INCHES ABOVE GROUND.  THE UNDERGROUND
 DP0541'DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS AT AN
 DP0541'UNDETERMINED DEPTH.
 DP0541'
 DP0541'REFERENCE MARK 1, STAMPED---YOUNG NO 1 1935---, A STANDARD
 DP0541'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DP0541'PROJECTING 12 INCHES ABOVE GROUND.  IT IS 2 FEET BELOW THE
 DP0541'STATION.
 DP0541'
 DP0541'REFERENCE MARK 2, STAMPED---YOUNG NO 2 1935---, A STANDARD
 DP0541'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DP0541'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 8 FEET BELOW THE
 DP0541'STATION.
 DP0541'
 DP0541'AZIMUTH MARK, STAMPED---AZI YOUNG 1935---, A STANDARD DISK SET
 DP0541'IN THE TOP OF 12-ROUND CONCRETE MONUMENT PROJECTING 3 IINCHES
 DP0541'ABOVE GROUND.  IT IS IN LINE WITH THE TWO JUNCTION BOXES, 109
 DP0541'FEET NORTHEAST OF THE NORTHEAST JUNCTION BOX, 45 FEET NORTHWEST
 DP0541'OF THE ROAD CENTER, AND 3 FEET ABOVE THE ROAD.
 DP0541'
 DP0541'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0543 ***********************************************************************
 DP0543  DESIGNATION -  YOUNG 1935 AZ MK
 DP0543  PID         -  DP0543
 DP0543  STATE/COUNTY-  TX/KING
 DP0543  USGS QUAD   -  PURSLEY HOUSE (1978)
 DP0543
 DP0543                         *CURRENT SURVEY CONTROL
 DP0543  ___________________________________________________________________
 DP0543* NAD 83(1993)-  33 28 42.06599(N)    100 30 19.39137(W)     ADJUSTED  
 DP0543* NAVD 88     -       660.6    (meters)    2167.     (feet)  VERTCON   
 DP0543  ___________________________________________________________________
 DP0543  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 DP0543  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DP0543
 DP0543  HORZ ORDER  -  SECOND
 DP0543
 DP0543.The horizontal coordinates were established by classical geodetic methods
 DP0543.and adjusted by the National Geodetic Survey in February 1996..
 DP0543
 DP0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0543
 DP0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0543
 DP0543.The geoid height was determined by GEOID03.
 DP0543
 DP0543;                    North         East     Units Scale Factor Converg.
 DP0543;SPC TXNC     - 2,202,678.750   413,637.922   MT  0.99990027   -1 05 37.4
 DP0543;SPC TXNC     - 7,226,621.87  1,357,077.08   sFT  0.99990027   -1 05 37.4
 DP0543;UTM  14      - 3,705,332.820   360,130.466   MT  0.99984119   -0 49 49.9
 DP0543
 DP0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0543!SPC TXNC     -   0.99990050  x   0.99990027  =   0.99980078
 DP0543!UTM  14      -   0.99990050  x   0.99984119  =   0.99974171
 DP0543
 DP0543                          SUPERSEDED SURVEY CONTROL
 DP0543
 DP0543  NAD 83(1993)-  33 28 42.06887(N)    100 30 19.39077(W) AD(       ) 2
 DP0543  NAD 83(1986)-  33 28 42.07152(N)    100 30 19.38472(W) AD(       ) 2
 DP0543  NAD 27      -  33 28 41.76647(N)    100 30 17.96736(W) AD(       ) 2
 DP0543  NGVD 29 (07/19/86)  660.4    (m)         2167.     (f) VERT ANG       
 DP0543
 DP0543.Superseded values are not recommended for survey control.
 DP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0543.See file dsdata.txt to determine how the superseded data were derived.
 DP0543
 DP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC6013005333(NAD 83)
 DP0543_MARKER: DZ = AZIMUTH MARK DISK
 DP0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0543+STABILITY: SURFACE MOTION
 DP0543
 DP0543  HISTORY     - Date     Condition        Report By
 DP0543  HISTORY     - 1978     MONUMENTED       NGS
 DP0543
 DP0543                          STATION DESCRIPTION
 DP0543
 DP0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DP0543'THE STATION IS LOCATED 15 MILES SOUTHWEST OF GUTHRIE, 6 MILES
 DP0543'NORTH OF THE DICKENS-KING-KENT-STONEWALL COUNTIES JUNCTION
 DP0543'CORNER, 1 MILE EAST OF THE DICKENS COUNTY LINE, ALONG A DIRT
 DP0543'ROAD.  PROPERTY OWNER WAS NOT DETERMINED AT THIS TIME.
 DP0543'
 DP0543'TO REACH THE STATION FROM THE COURTHOUSE IN GUTHRIE, GO SOUTH
 DP0543'ON U.S. HIGHWAYS 82 AND 83 FOR 0.45 MILE TO A DIRT ROAD RIGHT.
 DP0543'TURN RIGHT, WEST, ON THE DIRT ROAD FOR 9.3 MILES TO A FORK.
 DP0543'BEAR RIGHT, WEST, FOR 1.1 MILES TO A FORK.  BEAR LEFT, SOUTH
 DP0543'AND WEST, FOR 1.0 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD,
 DP0543'WEST, THEN SOUTH, ALONG FENCE LINE FOR 2.5 MILES TO A STEEL
 DP0543'GIRDER BRIDGE.  CONTINUE ON THE DIRT ROAD FOR 3.15 MILES TO THE
 DP0543'STATION ON THE RIGHT, JUST PAST TWO UNDERGROUND TELEPHONE
 DP0543'LINES JUNCTION BOXES.
 DP0543'
 DP0543'STATION MARK, STAMPED---AZI YOUNG 1935---, A STANDARD AZIMUTH
 DP0543'MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DP0543'PROJECTING 3 INCHES ABOVE GROUND.  IT IS IN LINE WITH THE TWO
 DP0543'JUNCTION BOXES, 109 FEET WEST OF THE WEST JUNCTION BOX, 45 FEET
 DP0543'NORTHWEST OF THE ROAD CENTER, AND 3 FEET ABOVE THE ROAD.
 DP0543'
 DP0543'STATION WAS NOT OCCUPIED.  AN EDM TIE WAS MADE TO STATION
 DP0543'YOUNG 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1368 ***********************************************************************
 BZ1368  DESIGNATION -  YOUNG 2
 BZ1368  PID         -  BZ1368
 BZ1368  STATE/COUNTY-  TX/FREESTONE
 BZ1368  USGS QUAD   -  YOUNG (1982)
 BZ1368
 BZ1368                         *CURRENT SURVEY CONTROL
 BZ1368  ___________________________________________________________________
 BZ1368* NAD 83(1993)-  31 51 50.73526(N)    096 06 36.08893(W)     ADJUSTED  
 BZ1368* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 BZ1368  ___________________________________________________________________
 BZ1368  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 BZ1368  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BZ1368
 BZ1368  HORZ ORDER  -  SECOND
 BZ1368
 BZ1368.The horizontal coordinates were established by classical geodetic methods
 BZ1368.and adjusted by the National Geodetic Survey in February 1996..
 BZ1368.No horizontal observational check was made to the station.
 BZ1368
 BZ1368.The orthometric height was scaled from a topographic map.
 BZ1368
 BZ1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1368
 BZ1368.The geoid height was determined by GEOID03.
 BZ1368
 BZ1368;                    North         East     Units Scale Factor Converg.
 BZ1368;SPC TX C     - 3,251,192.546 1,099,563.188   MT  0.99999489   +2 10 30.9
 BZ1368;SPC TX C     -10,666,620.88  3,607,483.56   sFT  0.99999489   +2 10 30.9
 BZ1368;SPC TXNC     - 2,024,466.646   826,168.573   MT  1.00008544   +1 18 12.5
 BZ1368;SPC TXNC     - 6,641,937.65  2,710,521.39   sFT  1.00008544   +1 18 12.5
 BZ1368;UTM  14      - 3,529,013.832   773,427.196   MT  1.00052215   +1 31 35.7
 BZ1368
 BZ1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1368!SPC TX C     -   0.99998642  x   0.99999489  =   0.99998131
 BZ1368!SPC TXNC     -   0.99998642  x   1.00008544  =   1.00007186
 BZ1368!UTM  14      -   0.99998642  x   1.00052215  =   1.00050857
 BZ1368
 BZ1368|---------------------------------------------------------------------|
 BZ1368| PID    Reference Object                     Distance      Geod. Az  |
 BZ1368|                                                           dddmmss.s |
 BZ1368| BZ1369 YOUNG                                25.797 METERS 05607     |
 BZ1368| CV8673 YOUNG 2 RM 3                         23.178 METERS 14943     |
 BZ1368| CV8672 YOUNG 2 AZ MK                                      1511726.9 |
 BZ1368| CV8666 YOUNG AZ MK                                        1513850.2 |
 BZ1368| CV8674 YOUNG 2 RM 4                         19.730 METERS 32852     |
 BZ1368|---------------------------------------------------------------------|
 BZ1368
 BZ1368                          SUPERSEDED SURVEY CONTROL
 BZ1368
 BZ1368  NAD 83(1986)-  31 51 50.74393(N)    096 06 36.07076(W) AD(       ) 2
 BZ1368  NAD 27      -  31 51 50.15300(N)    096 06 35.18100(W) AD(       ) 2
 BZ1368
 BZ1368.Superseded values are not recommended for survey control.
 BZ1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1368.See file dsdata.txt to determine how the superseded data were derived.
 BZ1368
 BZ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA7342729014(NAD 83)
 BZ1368_MARKER: DS = TRIANGULATION STATION DISK
 BZ1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1368
 BZ1368  HISTORY     - Date     Condition        Report By
 BZ1368  HISTORY     - 1965     MONUMENTED       CGS
 BZ1368
 BZ1368                          STATION DESCRIPTION
 BZ1368
 BZ1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 BZ1368'THE STATION IS ABOUT 10 MILES NORTH-NORTHEAST OF FAIRFIELD,
 BZ1368'ABOUT 2 MILES SOUTH OF THE VILLAGE OF YOUND, AND ALONG THE
 BZ1368'WEST RIGHT-OF-WAY OF A FARM-TO-MARKET ROAD.
 BZ1368'
 BZ1368'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRFIELD, GO
 BZ1368'EAST ON U.S. HIGHWAY 84 FOR 0.15 MILE TO THE JUNCTION OF
 BZ1368'F.M. 488.  TURN LEFT, FOLLOW F.M. 488 FOR 1.9 MILES TO THE
 BZ1368'JUNCTION OF F.M. 1124.  KEEP STRAIGHT AHEAD, NORTHERLY, AND
 BZ1368'FOLLOW F.M. 1124 FOR 8.4 MILES TO A SIDE ROAD ON THE LEFT.
 BZ1368'TURN LEFT, GO 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 BZ1368'CONTINUE NORTHWESTERLY FOR 0.2 MILE TO THE STATION ON THE
 BZ1368'LEFT.
 BZ1368'
 BZ1368'STATION MARKS ARE STANDARD DISKS STAMPED YOUNG 2 1965.  THE
 BZ1368'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 BZ1368'PROJECTS ABOUT 6 INCHES.  IT IS 64 FEET SOUTHWEST OF THE
 BZ1368'CENTER LINE OF ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 BZ1368'AND 2 FEET NORTH OF A METAL WITNESS POST.
 BZ1368'
 BZ1368'THE UNDERGROUND STATION DISK IS SET IN AN IRREGULAR MASS OF
 BZ1368'CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 BZ1368'
 BZ1368'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED YOUNG 2 NO 3
 BZ1368'1965, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 BZ1368'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 65
 BZ1368'FEET SOUTHWEST OF THE CENTER LINE OF ROAD, 73 FEET SOUTHEAST
 BZ1368'OF THE METAL WITNESS POST, AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 BZ1368'FENCE LINE.
 BZ1368'
 BZ1368'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED YOUNG 2 NO 4
 BZ1368'1965, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 BZ1368'ABOUT 8 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 65 FEET
 BZ1368'SOUTHWEST OF THE CENTER LINE OF ROAD, 67 FEET NORTHWEST OF
 BZ1368'THE METAL WITNESS POST, AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 BZ1368'FENCE LINE.
 BZ1368'
 BZ1368'AZIMUTH MARK, A STANDARD DISK STAMPED YOUNG 2 1965, IS SET
 BZ1368'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 BZ1368'ABOVE THE SURFACE OF THE GROUND.  IT IS 51 FEET SOUTHWEST
 BZ1368'OF THE CENTER LINE OF ROAD, 19 FEET NORTH OF THE CENTER OF
 BZ1368'A TRACK ROAD AND A METAL GATE, 12 FEET NORTHWEST OF A FENCE
 BZ1368'CORNER, 2 FEET SOUTH OF A METAL WITNESS POST, AND 1 FOOT
 BZ1368'WEST OF THE RIGHT-OF-WAY FENCE LINE.
 BZ1368'
 BZ1368'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0757 ***********************************************************************
 DO0757  DESIGNATION -  YOUNG RESET
 DO0757  PID         -  DO0757
 DO0757  STATE/COUNTY-  TX/YOUNG
 DO0757  USGS QUAD   -  LOVING (1981)
 DO0757
 DO0757                         *CURRENT SURVEY CONTROL
 DO0757  ___________________________________________________________________
 DO0757* NAD 83(1993)-  33 22 05.07277(N)    098 37 01.42742(W)     ADJUSTED  
 DO0757* NAVD 88     -       382.3    (meters)    1254.     (feet)  VERTCON   
 DO0757  ___________________________________________________________________
 DO0757  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DO0757  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DO0757
 DO0757  HORZ ORDER  -  FIRST
 DO0757
 DO0757.The horizontal coordinates were established by classical geodetic methods
 DO0757.and adjusted by the National Geodetic Survey in February 1996..
 DO0757
 DO0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0757
 DO0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0757
 DO0757.The geoid height was determined by GEOID03.
 DO0757
 DO0757;                    North         East     Units Scale Factor Converg.
 DO0757;SPC TXNC     - 2,188,676.399   589,106.945   MT  0.99988782   -0 03 49.8
 DO0757;SPC TXNC     - 7,180,682.49  1,932,761.70   sFT  0.99988782   -0 03 49.8
 DO0757;UTM  14      - 3,692,158.542   535,623.197   MT  0.99961565   +0 12 38.2
 DO0757
 DO0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0757!SPC TXNC     -   0.99994444  x   0.99988782  =   0.99983227
 DO0757!UTM  14      -   0.99994444  x   0.99961565  =   0.99956011
 DO0757
 DO0757|---------------------------------------------------------------------|
 DO0757| PID    Reference Object                     Distance      Geod. Az  |
 DO0757|                                                           dddmmss.s |
 DO0757| CX9030 YOUNG RM 1                           18.080 METERS 00921     |
 DO0757| CX9031 YOUNG RM 2                           23.920 METERS 17330     |
 DO0757| AI0415 YOUNG RM 3                                         1800046.5 |
 DO0757|---------------------------------------------------------------------|
 DO0757
 DO0757                          SUPERSEDED SURVEY CONTROL
 DO0757
 DO0757  NAD 83(1993)-  33 22 05.07361(N)    098 37 01.42715(W) AD(       ) 1
 DO0757  NAD 83(1986)-  33 22 05.07548(N)    098 37 01.41381(W) AD(       ) 1
 DO0757  NAD 27      -  33 22 04.68294(N)    098 37 00.20410(W) AD(       ) 1
 DO0757  NGVD 29 (07/19/86)  382.2    (m)         1254.     (f) VERT ANG       
 DO0757
 DO0757.Superseded values are not recommended for survey control.
 DO0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0757.See file dsdata.txt to determine how the superseded data were derived.
 DO0757
 DO0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3562392159(NAD 83)
 DO0757_MARKER: DS = TRIANGULATION STATION DISK
 DO0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0757
 DO0757  HISTORY     - Date     Condition        Report By
 DO0757  HISTORY     - 1981     MONUMENTED       NGS
 DO0757
 DO0757                          STATION DESCRIPTION
 DO0757
 DO0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DO0757'THE STATION MARK DISK KNOCKED OUT.  POINT HELD FROM UNDERGROUND DISK
 DO0757'AND A NEW SURFACE DISK SET.  ALL OTHER MARKS IN GOOD CONDITION.  THE
 DO0757'HIGHWAY IN THE 1975 DESCRIPTION CALLED 199 IS STATE HIGHWAY 114 (THE
 DO0757'OLD MCKENZIE TRAIL).  REFERENCE MARKS ARE IN A FENCE LINE WITH HEAVY
 DO0757'BRUSH IN FENCE, NO MEASUREMENT BETWEEN REFERENCES.
 DO0757'
 DO0757'THE STATION IS LOCATED ABOUT 27.2 KM (17.0 MI) NORTH OF GRAHAM 12.8
 DO0757'KM (8.0 MI) EAST OF OLNEY, 8.0 KM (5.0 MI) NORTH OF JEAN AND ALONG
 DO0757'THE EAST RIGHT-OF-WAY OF FAR ROAD 1768.
 DO0757'
 DO0757'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114 AND FARM
 DO0757'ROAD 1769 IN JEAN, GO NORTH ON FARM ROAD 1769 FOR 3.60 KM (2.25 MI)
 DO0757'TO THE JUNCTION OF FARM ROAD 1768.  FM 1769 TURNS EAST AND FM 1768
 DO0757'CONTINUES NORTH.  BEAR LEFT ON FM 1768 AND CONTINUE NORTH FOR 3.36 KM
 DO0757'(2.1 MI) TO A CROSSROAD.  CONTINUE NORTH ON FM 1768 FOR 0.64 KM (0.4
 DO0757'MI) TO REFERENCE MARK 3 ON THE RIGHT,CONTINUE NORTH FOR 0.64 KM (0.4
 DO0757'MI) TO THE STATION ON THE RIGHT.
 DO0757'
 DO0757'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 DO0757'MONUMENT STAMPED---YOUNG 1975 1981---AND RECESSED 20 CENTIMETERS
 DO0757'BELOW GROUND.  IT IS 8.69 METERS EAST OF THE CENTER OF THE ROAD, 5.12
 DO0757'METERS SOUTHWEST OF A METAL WITNESS POST AND 3.35 METERS WEST OF A
 DO0757'FENCE.
 DO0757'
 DO0757'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A ROUND
 DO0757'CONCRETE MONUMENT STAMPED---YOUNG NO 1 1975---AND IS FLUSH WITH THE
 DO0757'GROUND.  IT IS 13.96 METERS NORTH OF THE WITNESS POST, 11.58 METERS
 DO0757'EAST OF THE ROAD AND 0.30 METER WEST OF A FENCE.
 DO0757'
 DO0757'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 DO0757'MONUMENT STAMPED---YOUNG NO 2 1975---.  IT IS 11.58 METERS EAST OF
 DO0757'THE CENTER OF THE ROAD AND 0.30 METER WEST OF A FENCE.
 DO0757'
 DO0757'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A ROUND
 DO0757'CONCRETE MONUMENT STAMPED---YOUNG NO 3 1975---AND IS FLUSH WITH THE
 DO0757'GROUND.  IT IS 12.19 METERS EAST OF THE CENTER OF THE ROAD, 10.06
 DO0757'METERS NORTH OF THE CENTER OF A WIRE GATE AND 0.70 METER SOUTHWEST OF
 DO0757'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0417 ***********************************************************************
 BQ0417  DESIGNATION -  YOUNGBLOOD
 BQ0417  PID         -  BQ0417
 BQ0417  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0417  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0417
 BQ0417                         *CURRENT SURVEY CONTROL
 BQ0417  ___________________________________________________________________
 BQ0417* NAD 83(1993)-  30 31 21.82156(N)    104 28 51.02147(W)     ADJUSTED  
 BQ0417* NAVD 88     -      1354.     (meters)    4442.     (feet)  SCALED    
 BQ0417  ___________________________________________________________________
 BQ0417  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 BQ0417  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BQ0417
 BQ0417  HORZ ORDER  -  SECOND
 BQ0417
 BQ0417.The horizontal coordinates were established by classical geodetic methods
 BQ0417.and adjusted by the National Geodetic Survey in February 1996..
 BQ0417
 BQ0417.The orthometric height was scaled from a topographic map.
 BQ0417
 BQ0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0417
 BQ0417.The geoid height was determined by GEOID03.
 BQ0417
 BQ0417;                    North         East     Units Scale Factor Converg.
 BQ0417;SPC TX C     - 3,102,318.522   302,061.965   MT  0.99991641   -2 08 10.4
 BQ0417;SPC TX C     -10,178,190.02    991,014.96   sFT  0.99991641   -2 08 10.4
 BQ0417;SPC TXSC     - 4,310,401.672    74,119.230   MT  1.00007793   -2 41 06.5
 BQ0417;SPC TXSC     -14,141,709.49    243,172.84   sFT  1.00007793   -2 41 06.5
 BQ0417;UTM  13      - 3,376,824.791   549,807.681   MT  0.99963060   +0 15 49.2
 BQ0417
 BQ0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0417!SPC TX C     -   0.99979101  x   0.99991641  =   0.99970744
 BQ0417!SPC TXSC     -   0.99979101  x   1.00007793  =   0.99986892
 BQ0417!UTM  13      -   0.99979101  x   0.99963060  =   0.99942169
 BQ0417
 BQ0417:                Primary Azimuth Mark                     Grid Az
 BQ0417:SPC TX C     -  YOUNGBLOOD AZ MK                         053 34 17.7
 BQ0417:SPC TXSC     -  YOUNGBLOOD AZ MK                         054 07 13.8
 BQ0417:UTM  13      -  YOUNGBLOOD AZ MK                         051 10 18.1
 BQ0417
 BQ0417|---------------------------------------------------------------------|
 BQ0417| PID    Reference Object                     Distance      Geod. Az  |
 BQ0417|                                                           dddmmss.s |
 BQ0417| BQ0420 YOUNGBLOOD AZ MK                    496.419 METERS 0512607.3 |
 BQ0417| CH9986 YOUNGBLOOD RM 1                      21.825 METERS 10902     |
 BQ0417| BQ0489 YOUNGBLOOD 2 RM 3                                  28707     |
 BQ0417| BQ0421 YOUNGBLOOD 2                        APPROX. 0.8 KM 2883257.6 |
 BQ0417| CH9987 YOUNGBLOOD RM 2                      19.855 METERS 34702     |
 BQ0417|---------------------------------------------------------------------|
 BQ0417
 BQ0417                          SUPERSEDED SURVEY CONTROL
 BQ0417
 BQ0417  NAD 83(1986)-  30 31 21.81403(N)    104 28 51.02455(W) AD(       ) 2
 BQ0417  NAD 27      -  30 31 21.29000(N)    104 28 49.29100(W) AD(       ) 2
 BQ0417
 BQ0417.Superseded values are not recommended for survey control.
 BQ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0417.See file dsdata.txt to determine how the superseded data were derived.
 BQ0417
 BQ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4980876825(NAD 83)
 BQ0417_MARKER: DS = TRIANGULATION STATION DISK
 BQ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0417
 BQ0417  HISTORY     - Date     Condition        Report By
 BQ0417  HISTORY     - 1942     MONUMENTED       CGS
 BQ0417  HISTORY     - 1974     GOOD             USGS
 BQ0417  HISTORY     - 1979     GOOD             NGS
 BQ0417
 BQ0417                          STATION DESCRIPTION
 BQ0417
 BQ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0417'STATION IS LOCATED 7 MILES S OF VALENTINE, 3 MILES SW OF U.S.
 BQ0417'HIGHWAY 90, 1/4 MILE E OF A GROUP OF RANCH BUILDINGS, ON LAND
 BQ0417'LOCALLY KNOWN AS THE YOUNGBLOOD RANCH.
 BQ0417'
 BQ0417'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BQ0417'BRONZE DISKS SET IN CONCRETE.
 BQ0417'
 BQ0417'THE STATION MARK IS ABOUT 1/4 MILE E OF A RANCH HOUSE, 1 FOOT
 BQ0417'N OF AN E-W FENCE LINE AND PROJECTS 4 INCHES.  IT IS STAMPED
 BQ0417'YOUNGBLOOD 1942.
 BQ0417'
 BQ0417'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME HEIGHT AS THE
 BQ0417'STATION MARK.  IT IS 1 FOOT N OF AN E-W FENCE LINE, PROJECTS
 BQ0417'3 INCHES, AND IS STAMPED YOUNGBLOOD NO. 1 1942.
 BQ0417'
 BQ0417'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME HEIGHT AS THE
 BQ0417'STATION MARK.  IT IS 57 FEET N OF AN E-W FENCE LINE, PROJECTS
 BQ0417'4 INCHES, AND IS STAMPED YOUNGBLOOD NO. 2 1942.
 BQ0417'
 BQ0417'THE AZIMUTH MARK IS NE 0.25 MILE AND 6 FEET N OF A TRACK ROAD
 BQ0417'WHICH IS AN APPROACH TO THE STATION.  IT PROJECTS 4 INCHES AND
 BQ0417'IS STAMPED YOUNGBLOOD 1942.
 BQ0417'
 BQ0417'TO REACH THE STATION FROM THE POST OFFICE IN MARFA GO S 1/2
 BQ0417'BLOCK TO U.S. HIGHWAY 90, TURN RIGHT ONTO U.S. HIGHWAY 90,
 BQ0417'TOWARD VALENTINE, 27.3 MILES TO QUEBEC, A FLAG STOP ON THE SOUTHERN
 BQ0417'PACIFIC RAILROAD, CONTINUE NW ON U.S. HIGHWAY 90, 2.6 MILES
 BQ0417'TO A GATE ON THE LEFT, TURN LEFT, SOUTHERLY, THROUGH THE GATE,
 BQ0417'TAKE THE RIGHT FORK, GO 0.25 MILE TO A WELL AND WATER TROUGH.
 BQ0417'FROM THE WELL TAKE THE MAIN-TRAVELED ROAD S, THENCE SW 2.6
 BQ0417'MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD,
 BQ0417'CONTINUE ON THE TRACK ROAD 0.5 MILE TOWARD A GROUP OF RANCH
 BQ0417'BUILDINGS, TURN TO LEFT JUST BEFORE REACHING THE RANCH
 BQ0417'HOUSE AND FOLLOW A TRACK ROAD 0.15 MILE TO A FORKS AT A
 BQ0417'WIRE GATE, TAKE LEFT FORK (RIGHT FORK GOES THROUGH GATE)
 BQ0417'0.2 MILE EASTWARD ALONG A FENCE LINE TO THE STATION.  A
 BQ0417'DRIVE STATION.
 BQ0417
 BQ0417                          STATION RECOVERY (1974)
 BQ0417
 BQ0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BQ0417'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 BQ0417'
 BQ0417'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, TEXAS, GO
 BQ0417'SE ON US HWY 90 FOR 1.0 MILE.  TURN RIGHT OFF HWY. AND TAKE GRAVEL
 BQ0417'ROAD SOUTH FOR 1.7 MILES TO ROAD FORK.  TAKE RIGHT FORK (SOUTH) FOR
 BQ0417'2.1 MILES TO CATTLEGUARD.  (JUST EAST OF HOUSE) CROSS CATTLEGUARD
 BQ0417'AND DRIVE SE TO GATE.  (EAST OF TANK) PASS THROUGH GATE AND FOLLOW
 BQ0417'TRACK ROAD ALONG NORTH SIDE OF FENCE FOR 0.2 MILE TO STATION SITE.
 BQ0417'STATION MARK IS ONE FOOT NORTH OF FENCE AND 10.5 FT. SOUTH OF THE
 BQ0417'CENTER OF TRACK ROAD.
 BQ0417
 BQ0417                          STATION RECOVERY (1979)
 BQ0417
 BQ0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BQ0417'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 BQ0417'CONDITION.
 BQ0417'
 BQ0417'REFERENCE MARKS NO.1 AND 2 WERE FOUND TO HAVE BEEN DESTROYED BY
 BQ0417'FARMING OPERATION.  THE STATION MARK AND AZIMUTH MARK WILL BE
 BQ0417'DESTROYED BY FARMING OPERATION ALSO.
 BQ0417'
 BQ0417'YOUNGBLOOD 2 WAS ESTABLISHED OUT OF CULTIVATION AREA AND TRAVERSE
 BQ0417'TIE MADE BETWEEN THE TWO STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0421 ***********************************************************************
 BQ0421  DESIGNATION -  YOUNGBLOOD 2
 BQ0421  PID         -  BQ0421
 BQ0421  STATE/COUNTY-  TX/PRESIDIO
 BQ0421  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0421
 BQ0421                         *CURRENT SURVEY CONTROL
 BQ0421  ___________________________________________________________________
 BQ0421* NAD 83(1993)-  30 31 30.10941(N)    104 29 19.55471(W)     ADJUSTED  
 BQ0421* NAVD 88     -      1345.48   (+/-2cm)    4414.3    (feet)  VERTCON   
 BQ0421  ___________________________________________________________________
 BQ0421  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 BQ0421  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BQ0421
 BQ0421  HORZ ORDER  -  THIRD
 BQ0421  VERT ORDER  -  THIRD (See Below)
 BQ0421
 BQ0421.The horizontal coordinates were established by classical geodetic methods
 BQ0421.and adjusted by the National Geodetic Survey in February 1996..
 BQ0421.No horizontal observational check was made to the station.
 BQ0421
 BQ0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0421.The vertical order pertains to the NGVD 29 superseded value.
 BQ0421
 BQ0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0421
 BQ0421.The geoid height was determined by GEOID03.
 BQ0421
 BQ0421;                    North         East     Units Scale Factor Converg.
 BQ0421;SPC TXSC     - 4,310,692.299    73,371.281   MT  1.00007877   -2 41 20.5
 BQ0421;SPC TXSC     -14,142,662.98    240,718.94   sFT  1.00007877   -2 41 20.5
 BQ0421;UTM  13      - 3,377,076.444   549,046.113   MT  0.99962967   +0 15 34.8
 BQ0421
 BQ0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0421!SPC TXSC     -   0.99979228  x   1.00007877  =   0.99987104
 BQ0421!UTM  13      -   0.99979228  x   0.99962967  =   0.99942203
 BQ0421
 BQ0421:                Primary Azimuth Mark                     Grid Az
 BQ0421:SPC TXSC     -  YOUNGBLOOD AZ MK                         089 58 59.1
 BQ0421:UTM  13      -  YOUNGBLOOD AZ MK                         087 02 03.8
 BQ0421
 BQ0421|---------------------------------------------------------------------|
 BQ0421| PID    Reference Object                     Distance      Geod. Az  |
 BQ0421|                                                           dddmmss.s |
 BQ0421| BQ0420 YOUNGBLOOD AZ MK                    APPROX. 1.2 KM 0871738.6 |
 BQ0421| BQ0417 YOUNGBLOOD                          APPROX. 0.8 KM 1083243.1 |
 BQ0421| BQ0489 YOUNGBLOOD 2 RM 3                                  17909     |
 BQ0421| BQ0490 YOUNGBLOOD 2 RM 4                    21.634 METERS 35739     |
 BQ0421|---------------------------------------------------------------------|
 BQ0421
 BQ0421                          SUPERSEDED SURVEY CONTROL
 BQ0421
 BQ0421  NAD 83(1986)-  30 31 30.10179(N)    104 29 19.55785(W) AD(       ) 3
 BQ0421  NAD 27      -  30 31 29.57833(N)    104 29 17.82301(W) AD(       ) 3
 BQ0421  NGVD 29 (01/29/03) 1344.90   (m)         4412.4    (f) RESET       3  
 BQ0421
 BQ0421.Superseded values are not recommended for survey control.
 BQ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0421.See file dsdata.txt to determine how the superseded data were derived.
 BQ0421
 BQ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4904677076(NAD 83)
 BQ0421_MARKER: DS = TRIANGULATION STATION DISK
 BQ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0421_SP_SET: CONCRETE POST
 BQ0421_STAMPING: YOUNGBLOOD 2 1979
 BQ0421_MARK LOGO: NGS   
 BQ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0421+STABILITY: SURFACE MOTION
 BQ0421
 BQ0421  HISTORY     - Date     Condition        Report By
 BQ0421  HISTORY     - 1979     MONUMENTED       NGS
 BQ0421  HISTORY     - 1979     GOOD             NGS
 BQ0421  HISTORY     - 19790319 GOOD             NGS
 BQ0421
 BQ0421                          STATION DESCRIPTION
 BQ0421
 BQ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BQ0421'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF VALENTINE, 5 MILES WEST
 BQ0421'OF U.S. HIGHWAY 90, AND ON PROPERTY OWNED BY THE SOUTHWEST FARMING
 BQ0421'CO-OP.
 BQ0421'
 BQ0421'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO SOUTHEAST
 BQ0421'ON U.S. HIGHWAY 90 FOR 1.0 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 BQ0421'RIGHT AND GO SOUTH ON A DIRT ROAD, THAT LEADS TO THE BRITE RANCH,
 BQ0421'FOR 3.6 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 BQ0421'SOUTH ON DIRT ROAD FOR 0.25 MILES TO STATIONS ON THE RIGHT.
 BQ0421'
 BQ0421'STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE POST
 BQ0421'THAT IS FLUSH WITH THE GROUND AND STAMPED YOUNGBLOOD 2 1979 IT IS 123
 BQ0421'FEET SOUTH OF THE NORTHWEST CORNER OF SECTION 194, 1 FOOT NORTH OF A
 BQ0421'METAL WITNESS POST AND ON THE WEST EDGE OF A PROPOSED ROAD.
 BQ0421'
 BQ0421'REFERENCE MARK NO 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 BQ0421'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED YOUNGBLOOD
 BQ0421'2 NO 3 1979.  IT IS 190 FEET SOUTH OF THE NORTHWEST CORNER OF SECTION
 BQ0421'194, 1 FOOT NORTH OF A METAL WITNESS POST, AND ON THE WEST EDGE OF
 BQ0421'A PROPOSED.
 BQ0421'
 BQ0421'REFERENCE MARK NO 4 IS A STANDARD DISK SET IN THE TOP OF A ROUND
 BQ0421'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED YOUNGBLOOD
 BQ0421'2 NO 4 1979  IT IS 51 FEET SOUTH OF THE NORTHWEST CORNER OF SECTION
 BQ0421'194, 68 FEET WEST OF THE CENTER OF CURVE IN A DIRT ROAD AND 1 FOOT
 BQ0421'SOUTH OF A METAL WITNESS POST.
 BQ0421'
 BQ0421'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, SET IN THE TOP OF A
 BQ0421'ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 BQ0421'5 730 RESET 1979  IT IS 50.5 FEET SOUTHWEST OF THE NORTHWEST CORNER
 BQ0421'OF SECTION 234, 1 FOOT NORTH OF METAL WITNESS POST AND ON THE SOUTH
 BQ0421'EDGE OF A PROPOSED ROAD.
 BQ0421'
 BQ0421'NOTE--MOST ROAD MENTIONED ABOVE ARE PROPOSED ROADS, AS SOUTHWEST
 BQ0421'FARMS CO-OP, HAS JUST STARTED FARMING OPERATION IN THE AREA, AND
 BQ0421'ALL ROADS PLANNED ARE SUBJECT TO CHANGE.
 BQ0421'
 BQ0421'TO REACH BM 5 730 RESET 1979 AZIMUTH MARK, FROM STATION, GO SOUTH FOR
 BQ0421'1.0 MILE TO A SIDE ON THE RIGHT, TURN RIGHT AND GO WEST FOR 1.0 MILE
 BQ0421'TO MARK ON THE LEFT.
 BQ0421
 BQ0421                          STATION RECOVERY (1979)
 BQ0421
 BQ0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BQ0421'RECOVERED IN GOOD CONDITION.
 BQ0421
 BQ0421                          STATION RECOVERY (1979)
 BQ0421
 BQ0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BQ0421'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 90, FROM POST OFFICE IN
 BQ0421'VALENTINE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON A
 BQ0421'DIRT ROAD, THAT LEADS TO THE BRITE RANCH FOR 3.6 MILES TO A SIDE ROAD
 BQ0421'ON THE RIGHT. CONTINUE STRAIGHT AHEAD SOUTH ON DIRT ROAD FOR 0.25 TO
 BQ0421'MARK ON THE RIGHT. ITS 123 FEET SOUTH OF THE NORTHWEST CORNER FO
 BQ0421'SECTION 194 AND ON THE WEST SIDE OF PROPOSED ROAD. THIS AREA IS NOW
 BQ0421'THE SOUTHWEST FARMS CO-OP, AND IS BEING DEVELOP INTO CULTIVATING.
 BQ0421'ALL ROADS ARE IN THE FUTURE PLANNING, AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0489 ***********************************************************************
 BQ0489  DESIGNATION -  YOUNGBLOOD 2 RM 3
 BQ0489  PID         -  BQ0489
 BQ0489  STATE/COUNTY-  TX/PRESIDIO
 BQ0489  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0489
 BQ0489                         *CURRENT SURVEY CONTROL
 BQ0489  ___________________________________________________________________
 BQ0489* NAD 83(1986)-  30 31 30.     (N)    104 29 19.     (W)     SCALED    
 BQ0489* NAVD 88     -      1345.45   (+/-2cm)    4414.2    (feet)  VERTCON   
 BQ0489  ___________________________________________________________________
 BQ0489  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BQ0489
 BQ0489  VERT ORDER  -  THIRD (See Below)
 BQ0489
 BQ0489.The horizontal coordinates were scaled from a topographic map and have
 BQ0489.an estimated accuracy of +/- 6 seconds.
 BQ0489
 BQ0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0489.The vertical order pertains to the NGVD 29 superseded value.
 BQ0489
 BQ0489.The geoid height was determined by GEOID03.
 BQ0489
 BQ0489;                    North         East    Units  Estimated Accuracy
 BQ0489;SPC TXSC     - 4,310,690.       73,390.      MT  (+/- 180 meters Scaled)
 BQ0489
 BQ0489                          SUPERSEDED SURVEY CONTROL
 BQ0489
 BQ0489  NGVD 29 (01/29/03) 1344.87   (m)         4412.3    (f) RESET       3  
 BQ0489
 BQ0489.Superseded values are not recommended for survey control.
 BQ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0489.See file dsdata.txt to determine how the superseded data were derived.
 BQ0489
 BQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP490770(NAD 83)
 BQ0489_MARKER: DB = BENCH MARK DISK
 BQ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0489_SP_SET: CONCRETE POST
 BQ0489_STAMPING: YOUNGBLOOD 2 NO 3 1979
 BQ0489_MARK LOGO: NGS   
 BQ0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0489
 BQ0489  HISTORY     - Date     Condition        Report By
 BQ0489  HISTORY     - 1979     MONUMENTED       NGS
 BQ0489  HISTORY     - 19790319 GOOD             NGS
 BQ0489
 BQ0489                          STATION DESCRIPTION
 BQ0489
 BQ0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BQ0489'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BQ0489'VALENTINE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON A
 BQ0489'DIRT ROAD, WHICH LEADS TO THE  BRITE RANCH FOR 3.6 MILES TO A SIDE
 BQ0489'ROAD ON THE RIGHT, CONTINUE STRIGHT AHEAD SOUTH FOR 0.25 MILE TO THE
 BQ0489'MARK ON THE RIGHT, 190 FEET SOUTH OF THE NORTHWEST CORNER OF SECTION
 BQ0489'190, ON THE WEST SIDE OF PROPOSE ROAD, 69 FEET SOUTH OF YOUNGBLOOD 2,
 BQ0489'THIS AREA IS NOW THE SOUTHWEST FARMS CO-OP AND IS BEING DEVELOP IN
 BQ0489'CULTIVATION, ALL ROADS ARE IN THE FUTURE PLANNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0490 ***********************************************************************
 BQ0490  DESIGNATION -  YOUNGBLOOD 2 RM 4
 BQ0490  PID         -  BQ0490
 BQ0490  STATE/COUNTY-  TX/PRESIDIO
 BQ0490  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0490
 BQ0490                         *CURRENT SURVEY CONTROL
 BQ0490  ___________________________________________________________________
 BQ0490* NAD 83(1986)-  30 31 30.     (N)    104 29 19.     (W)     SCALED    
 BQ0490* NAVD 88     -      1345.46   (+/-2cm)    4414.2    (feet)  VERTCON   
 BQ0490  ___________________________________________________________________
 BQ0490  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BQ0490
 BQ0490  VERT ORDER  -  THIRD (See Below)
 BQ0490
 BQ0490.The horizontal coordinates were scaled from a topographic map and have
 BQ0490.an estimated accuracy of +/- 6 seconds.
 BQ0490
 BQ0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0490.The vertical order pertains to the NGVD 29 superseded value.
 BQ0490
 BQ0490.The geoid height was determined by GEOID03.
 BQ0490
 BQ0490;                    North         East    Units  Estimated Accuracy
 BQ0490;SPC TXSC     - 4,310,690.       73,390.      MT  (+/- 180 meters Scaled)
 BQ0490
 BQ0490                          SUPERSEDED SURVEY CONTROL
 BQ0490
 BQ0490  NGVD 29 (01/29/03) 1344.88   (m)         4412.3    (f) RESET       3  
 BQ0490
 BQ0490.Superseded values are not recommended for survey control.
 BQ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0490.See file dsdata.txt to determine how the superseded data were derived.
 BQ0490
 BQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP490770(NAD 83)
 BQ0490_MARKER: DR = REFERENCE MARK DISK
 BQ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0490_SP_SET: CONCRETE POST
 BQ0490_STAMPING: YOUNGBLOOD 2 NO 4 1979
 BQ0490_MARK LOGO: NGS   
 BQ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0490+STABILITY: SURFACE MOTION
 BQ0490
 BQ0490  HISTORY     - Date     Condition        Report By
 BQ0490  HISTORY     - 1979     MONUMENTED       NGS
 BQ0490  HISTORY     - 19790319 GOOD             NGS
 BQ0490
 BQ0490                          STATION DESCRIPTION
 BQ0490
 BQ0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BQ0490'10 MILE SOUTHEAST ALONG U.S. HIGHWAY 90 FROM POST OFFICE IN VALENTINE
 BQ0490'TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON A DIRT ROAD
 BQ0490'THAT LEADS TO THE BRITE RANCH FOR 3.6 MILES TO A SIDE ROAD ON THE
 BQ0490'RIGHT. CONTINUE STRAIGHT AHEAD SOUTH FOR 0.25 MILE TO THE MARK ON THE
 BQ0490'RIGHT. MARK IS LOCATED 51 FEET SOUTH OF THE NORTHWEST CORNER OF
 BQ0490'SECTION OF 194, AND ON THE WEST SIDE OF A PROPOSED ROAD, AND FLUSH
 BQ0490'WITH GROUND. THIS AREA IS NOW THE SOUTHWEST FARMS CO-OP AND BEING
 BQ0490'DEVELOP IN CULTVATION, ALL ROADS ARE IN THE FUTURE PLANNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0936 ***********************************************************************
 BM0936  DESIGNATION -  YOUNGSPORT
 BM0936  PID         -  BM0936
 BM0936  STATE/COUNTY-  TX/BELL
 BM0936  USGS QUAD   -  YOUNGSPORT (1979)
 BM0936
 BM0936                         *CURRENT SURVEY CONTROL
 BM0936  ___________________________________________________________________
 BM0936* NAD 83(1993)-  30 58 04.48456(N)    097 39 27.13132(W)     ADJUSTED  
 BM0936* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 BM0936  ___________________________________________________________________
 BM0936  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 BM0936  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BM0936
 BM0936  HORZ ORDER  -  FIRST
 BM0936
 BM0936.The horizontal coordinates were established by classical geodetic methods
 BM0936.and adjusted by the National Geodetic Survey in February 1996..
 BM0936
 BM0936.The orthometric height was scaled from a topographic map.
 BM0936
 BM0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0936
 BM0936.The geoid height was determined by GEOID03.
 BM0936
 BM0936;                    North         East     Units Scale Factor Converg.
 BM0936;SPC TX C     - 3,147,323.505   955,580.699   MT  0.99988191   +1 22 41.5
 BM0936;SPC TX C     -10,325,843.87  3,135,101.01   sFT  0.99988191   +1 22 41.5
 BM0936;UTM  14      - 3,426,818.775   628,208.159   MT  0.99980276   +0 41 27.1
 BM0936
 BM0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0936!SPC TX C     -   0.99995897  x   0.99988191  =   0.99984089
 BM0936!UTM  14      -   0.99995897  x   0.99980276  =   0.99976174
 BM0936
 BM0936|---------------------------------------------------------------------|
 BM0936| PID    Reference Object                     Distance      Geod. Az  |
 BM0936|                                                           dddmmss.s |
 BM0936| CV5907 YOUNGSPORT RM 1                      24.576 METERS 09956     |
 BM0936| CV5906 YOUNGSPORT AZ MK                                   1594718.6 |
 BM0936| CV5908 YOUNGSPORT RM 2                      21.848 METERS 16657     |
 BM0936|---------------------------------------------------------------------|
 BM0936
 BM0936                          SUPERSEDED SURVEY CONTROL
 BM0936
 BM0936  NAD 83(1986)-  30 58 04.49373(N)    097 39 27.11742(W) AD(       ) 1
 BM0936  NAD 27      -  30 58 03.84400(N)    097 39 26.06700(W) AD(       ) 1
 BM0936
 BM0936.Superseded values are not recommended for survey control.
 BM0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0936.See file dsdata.txt to determine how the superseded data were derived.
 BM0936
 BM0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2820826819(NAD 83)
 BM0936_MARKER: DS = TRIANGULATION STATION DISK
 BM0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0936
 BM0936  HISTORY     - Date     Condition        Report By
 BM0936  HISTORY     - 1943     MONUMENTED       CGS
 BM0936  HISTORY     - 1947     GOOD             USGS
 BM0936  HISTORY     - 1957     GOOD             AMS
 BM0936
 BM0936                          STATION DESCRIPTION
 BM0936
 BM0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0936'STATION IS LOCATED ABOUT 4 MILES E OF YOUNGSPORT AND ABOUT 6
 BM0936'MILES W OF SALADO.  STATION IS LOCATED ON A WOODED HILL ON
 BM0936'PROPERTY OF MR. W.P. COSPERS.  MARK IS 5 PACES S OF TWIN BLAZED
 BM0936'OAK TREES AND TEN PACES SE OF A FENCE CORNER.  MARK IS STAMPED
 BM0936'YOUNGSPORT 1943 AND PROJECTS ABOUT 6 INCHES.
 BM0936'
 BM0936'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0936'DISKS SET IN CONCRETE.
 BM0936'
 BM0936'REFERENCE MARK NO. 1 IS 30 PACES S OF THE FENCE LINE BY THE
 BM0936'DIM TRAIL ROAD TO THE STATION.  MARK IS STAMPED YOUNGSPORT
 BM0936'NO. 1 1943 AND PROJECTS ABOUT 6 INCHES.
 BM0936'
 BM0936'REFERENCE MARK NO. 2 IS 6 INCHES E OF THE FENCE LINE WHICH
 BM0936'RUNS N AND S.  MARK IS STAMPED YOUNGSPORT NO. 2 1943 AND
 BM0936'PROJECTS ABOUT 6 INCHES.
 BM0936'
 BM0936'AZIMUTH MARK IS S OF THE STATION AND IN LINE WITH REFERENCE
 BM0936'MARK NO. 2 AND IN THE SAME FENCE LINE.  IT IS ABOUT 15 FEET
 BM0936'NE OF A 10-INCH TREE AND ABOUT 0.25 MILE S OF THE STATION.  MARK
 BM0936'IS STAMPED YOUNGSPORT 1943 AND PROJECTS ABOUT 4 INCHES.
 BM0936'
 BM0936'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81
 BM0936'AND 190 WHICH IS JUST SW OF BELTON, GO WESTERLY ON HIGHWAY 81
 BM0936'FOR 6.6 MILES TO A SIDE ROAD RIGHT AT A TEXACO STATION, TURN
 BM0936'RIGHT AND GO 0.05 MILE TO A T-ROAD, TURN RIGHT AND GO 2.5
 BM0936'MILES TO A CROSS ROAD AND JOG, CONTINUE STRAIGHT AHEAD FOR 1.7
 BM0936'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO ACROSS A CATTLE
 BM0936'GUARD FOR 4.1 MILES TO W.P. COSPERS MAIL BOX AT A SIDE ROAD
 BM0936'RIGHT, TURN RIGHT ON A FARM ROAD AND GO 0.65 MILE TO MR.
 BM0936'COSPERS HOUSE.  TURN LEFT IN FRONT OF THE HOUSE AND PASS
 BM0936'THROUGH A PLANK GATE AND GO NW FOR ABOUT 0.2 MILE ON A
 BM0936'VERY DIM FARM ROAD TO THE NW CORNER OF THE PASTURE AND
 BM0936'THE STATION.
 BM0936'
 BM0936'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BM0936
 BM0936                          STATION RECOVERY (1947)
 BM0936
 BM0936'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (WIM)
 BM0936'STATION RECOVERED IN GOOD CONDITION.  STATION MARK IS STAMPED
 BM0936'YOUNGSPORT 1943.
 BM0936
 BM0936                          STATION RECOVERY (1957)
 BM0936
 BM0936'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BM0936'THE MARK, REFERENCE MARKS AND AZIMUTH MARK, WERE RECOVERED IN
 BM0936'GOOD CONDITION WITH THE FOLLOWING REVISIONS AND ADDITIONS.  THE
 BM0936'TEXACO SERVICE STATION MENTIONED IN THE ORIGINAL DESCRIPTION IS
 BM0936'NO LONGER IN EXISTENCE.
 BM0936'
 BM0936'THE STATION MARK IS 51.5 FEET NE OF A LARGE TREE, 13.5 FEET
 BM0936'ENE OF A MEDIUM SIZE TREE, 29.5 FEET SSE OF THE ENE-WSW FENCE
 BM0936'LINE, 18.0 FEET SSE OF THE EXTENDED FENCE LINE WSW, AND 11.7
 BM0936'FEET WSW OF A MEDIUM SIZE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0992 ***********************************************************************
 AB0992  DESIGNATION -  YTURRIA
 AB0992  PID         -  AB0992
 AB0992  STATE/COUNTY-  TX/KENEDY
 AB0992  USGS QUAD   -  YTURRIA (1982)
 AB0992
 AB0992                         *CURRENT SURVEY CONTROL
 AB0992  ___________________________________________________________________
 AB0992* NAD 83(1993)-  26 36 46.91119(N)    097 45 17.16268(W)     ADJUSTED  
 AB0992* NAVD 88     -        11.663  (meters)      38.26   (feet)  ADJUSTED  
 AB0992  ___________________________________________________________________
 AB0992  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AB0992  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AB0992  DYNAMIC HT  -          11.645 (meters)      38.21  (feet)  COMP
 AB0992  MODELED GRAV-     979,057.1   (mgal)                       NAVD 88
 AB0992
 AB0992  HORZ ORDER  -  FIRST
 AB0992  VERT ORDER  -  FIRST     CLASS II
 AB0992
 AB0992.The horizontal coordinates were established by classical geodetic methods
 AB0992.and adjusted by the National Geodetic Survey in February 1996..
 AB0992
 AB0992.The orthometric height was determined by differential leveling
 AB0992.and adjusted by the National Geodetic Survey in June 1991..
 AB0992
 AB0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0992
 AB0992.The geoid height was determined by GEOID03.
 AB0992
 AB0992.The dynamic height is computed by dividing the NAVD 88
 AB0992.geopotential number by the normal gravity value computed on the
 AB0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0992.degrees latitude (g = 980.6199 gals.).
 AB0992
 AB0992.The modeled gravity was interpolated from observed gravity values.
 AB0992
 AB0992;                    North         East     Units Scale Factor Converg.
 AB0992;SPC TX S     - 5,105,068.855   374,212.933   MT  0.99991757   +0 20 18.0
 AB0992;SPC TX S     -16,748,880.07  1,227,730.26   sFT  0.99991757   +0 20 18.0
 AB0992;UTM  14      - 2,944,179.569   623,971.946   MT  0.99978974   +0 33 28.4
 AB0992
 AB0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0992!SPC TX S     -   1.00000190  x   0.99991757  =   0.99991947
 AB0992!UTM  14      -   1.00000190  x   0.99978974  =   0.99979164
 AB0992
 AB0992:                Primary Azimuth Mark                     Grid Az
 AB0992:SPC TX S     -  LADIANA                                  115 16 01.5
 AB0992:UTM  14      -  LADIANA                                  115 02 51.1
 AB0992
 AB0992|---------------------------------------------------------------------|
 AB0992| PID    Reference Object                     Distance      Geod. Az  |
 AB0992|                                                           dddmmss.s |
 AB0992| AB1055 LADIANA                             APPROX.22.0 KM 1153619.5 |
 AB0992| AB0993 YTURRIA RM 1                         24.463 METERS 17254     |
 AB0992| AB1647 RAYMONDVILLE VALEE COMP TANK        APPROX.12.9 KM 1904938.0 |
 AB0992| AB1649 RAYMONDVILLE MUNICIPAL TANK         APPROX.14.1 KM 1925358.0 |
 AB0992| CV3589 YTURRIA RM 2                                       22700     |
 AB0992| AB0991 YTURRIA RM 3                         30.587 METERS 26250     |
 AB0992| AB0989 YTURRIA AZ MK                                      2631328.7 |
 AB0992| AB1682 SITE 6 AIRWAY BEACON                APPROX. 8.2 KM 3493358.0 |
 AB0992| AB1681 RUDOLPH WATER TANK                  APPROX. 8.3 KM 3500549.1 |
 AB0992| AB1693 BROWNSVILLE FT WORTH AWY BCN 7      APPROX.19.7 KM 3541438.8 |
 AB0992|---------------------------------------------------------------------|
 AB0992
 AB0992                          SUPERSEDED SURVEY CONTROL
 AB0992
 AB0992  NAD 83(1986)-  26 36 46.92256(N)    097 45 17.12948(W) AD(       ) 1
 AB0992  NAD 27      -  26 36 45.69300(N)    097 45 16.14900(W) AD(       ) 1
 AB0992  NGVD 29 (??/??/92)   11.751  (m)           38.55   (f) ADJ UNCH    1 2
 AB0992
 AB0992.Superseded values are not recommended for survey control.
 AB0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0992.See file dsdata.txt to determine how the superseded data were derived.
 AB0992
 AB0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2397244180(NAD 83)
 AB0992_MARKER: DS = TRIANGULATION STATION DISK
 AB0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0992_STAMPING: YTURRIA 1913 1931
 AB0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0992+STABILITY: SURFACE MOTION
 AB0992
 AB0992  HISTORY     - Date     Condition        Report By
 AB0992  HISTORY     - 1913     MONUMENTED       CGS
 AB0992  HISTORY     - 1931     GOOD             CGS
 AB0992  HISTORY     - 1934     GOOD             CGS
 AB0992  HISTORY     - 1939     GOOD             CGS
 AB0992  HISTORY     - 1949     SEE DESCRIPTION  CGS
 AB0992  HISTORY     - 1951     GOOD             CGS
 AB0992  HISTORY     - 1974     GOOD             NGS
 AB0992  HISTORY     - 1974     GOOD             NGS
 AB0992  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0992
 AB0992                          STATION DESCRIPTION
 AB0992
 AB0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OVH)
 AB0992'ABOUT 12 MILES S OF NORIAS, 9 MILES N OF RAYMONDVILLE, AND
 AB0992'3 MILES N OF YTURRIA STATION ON THE MISSOURI PACIFIC RAILWAY,
 AB0992'IN THE YTURRIA PASTURES, 3/4 MILE E OF THE RAILROAD TRACKS,
 AB0992'AND A LITTLE S OF E FROM THE SECTION POST MARKING S END OF
 AB0992'SECTION 8 AND N END OF SECTION 7, ABOUT MIDWAY BETWEEN MILEPOSTS
 AB0992'55 AND 56.
 AB0992'
 AB0992'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 AB0992'IN CONCRETE.  REFERENCE MARK NO. 1 IS STANDARD
 AB0992'REFERENCE DISK IN CONCRETE, 24.44 METERS (80.2 FEET)
 AB0992'FROM THE STATION.  IT IS AT THE
 AB0992'SAME ELEVATION AS STATION.
 AB0992
 AB0992                          STATION RECOVERY (1931)
 AB0992
 AB0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AB0992'MARKS RECOVERED IN GOOD
 AB0992'CONDITION.  A NEW REFERENCE MARK NO. 2 WAS ESTABLISHED NEAR
 AB0992'EDGE OF CLEARING 310 PACES FROM STATION S 47 DEG W.
 AB0992'ELEVATION OF STATION, 10.9 METERS (36 FEET).
 AB0992'
 AB0992'IN 1931 REACHED VIA YTURRIA RANCH, ENTERING GATE OPPOSITE
 AB0992'YTURRIS STATION, AND FOLLOWING MAIN RANCH TRAIL 4.0 MILES NE
 AB0992'TO GATE WHICH LEADS TO YTURRIA RANCH.  DO NOT PASS THROUGH
 AB0992'GATE, BUT TURN LEFT ON TRAIL AND GO W ABOUT 1.45 MILES, TO
 AB0992'WHERE A GROUP OF RANCH BUILDINGS SHOW TO RIGHT 1/4 MILE, AND
 AB0992'THERE IS AN INDISTINCT TRAIL LEADING IN A SOUTHERLY DIRECTION.
 AB0992'TURN LEFT ON THIS TRAIL AND FOLLOW IT TO S AND SW 0.7 MILE TO
 AB0992'STATION, WHICH IS ON A LOW FLAT KNOLL ABOUT 1/4 MILE ACROSS,
 AB0992'AND CLEAR OF TREES.
 AB0992
 AB0992                          STATION RECOVERY (1934)
 AB0992
 AB0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCB)
 AB0992'DESCRIPTION AS REVISED IN 1931 IS SATISFACTORY.
 AB0992
 AB0992                          STATION RECOVERY (1939)
 AB0992
 AB0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB0992'STATION IS ABOUT 12 MILES S OF NORIAS, 9 MILES N OF RAYMONDVILLE,
 AB0992'ABOUT 3 MILES N OF YTURRIA STATION ON THE MISSOURI PACIFIC
 AB0992'RAILROAD, ABOUT 1 MILE N OF KENEDY-WILLACY COUNTY LINE, ABOUT
 AB0992'0.75 MILE E OF RAILROAD TRACKS AND TEXAS STATE HIGHWAY NO. 96,
 AB0992'ON THE YTURRIA RANCH, OWNED BY MR. DANIEL YTURRIA OF
 AB0992'RAYMONDVILLE.  THE STATION IS IN A SLIGHT DEPRESSION ON THE
 AB0992'TOP OF A GRASS AND WEED-COVERED HILL, ABOUT 100 FEET SSW OF
 AB0992'A LONE TREE ON THE SLOPE OF HILL.
 AB0992'
 AB0992'STATION RECOVERED IN GOOD CONDITION.
 AB0992'
 AB0992'PERMISSION WILL HAVE TO BE SECURED FROM MR. YTURRIA FOR
 AB0992'RECOVERING STATION.
 AB0992'
 AB0992'REFERENCE MARK NO. 1, GIVEN AS 24.44 METERS (80.2
 AB0992'FEET) FROM STATION.  IT IS ABOUT
 AB0992'THE SAME ELEVATION AS THE STATION AND ABOUT 100 FEET S OF
 AB0992'FIRST TREE S OF STATION.
 AB0992'
 AB0992'REFERENCE MARK NO. 2 IS 250 PACES (1931 DESCRIPTION SAYS 310
 AB0992'PACES) S 46 DEG W FROM STATION, ABOUT 70
 AB0992'FEET S OF THE EASTERLY TREE OF A GROUP OF LARGE TREES EXTENDING
 AB0992'EASTWARD INTO CLEARING.
 AB0992'
 AB0992'IT MAY BE REACHED BY TRUCK BY PASSING THRU GATE OPPOSITE S
 AB0992'END OF YTURRIA RAILWAY STATION.  THENCE LEFT AND FOLLOW TRAIL
 AB0992'ROAD 0.1 MILE TO A WINDMILL AND TWO GATES.  PASS THRU GATES
 AB0992'AND CONTINUE NE ON TRAIL 3.7 MILES TO TWO WINDMILLS ON THE
 AB0992'RIGHT.  THENCE CONTINUED STRAIGHT AHEAD TO A GATE WHERE TRAIL
 AB0992'TURNS E TO PUNTA DEL MONTE RANCH.  DO NOT PASS THRU GATES
 AB0992'BUT TURN LEFT AND FOLLOW TRAIL NW AND W 1.5 MILES TO A GATE
 AB0992'S OF A WINDMILL.  FROM HERE THERE IS NO TRAIL.  TURN LEFT, DUE
 AB0992'S, THROUGH SCATTERED TREES 0.45 MILE TO A HILL AT THE S END
 AB0992'OF A CLEARING.  THENCE SW, PICKING WAY THROUGH TREES, ABOUT
 AB0992'0.2 MILE TO STATION ON THE TOP OF GRASS AND WEED-COVERED
 AB0992'HILL.
 AB0992'
 AB0992'THIS STATION WAS NOT OCCUPIED AND THE DISTANCES AND AZIMUTHS
 AB0992'TO REFERENCE MARKS WERE NOT CHECKED.
 AB0992
 AB0992                          STATION RECOVERY (1949)
 AB0992
 AB0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB0992'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND ARE
 AB0992'IN GOOD CONDITION.  AN AZIMUTH MARK AND REFERENCE MARK NO.
 AB0992'3 WERE ESTABLISHED.
 AB0992'
 AB0992'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AB0992'
 AB0992'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF NORIAS, 9 MILES
 AB0992'NORTH OF RAYMONDVILLE, 3 MILES NORTH OF YTURRIA STATION ON
 AB0992'MISSOURI PACIFIC RAILROAD, 4 FEET SOUTHWEST OF A 4 BY 4 WITNESS
 AB0992'POST, AND 1 MILE NORTH OF KENEDY-WILLACY COUNTY LINE ON THE
 AB0992'RANCH OWNED BY MR. DANIEL YTURRIA OF RAYMONDVILLE, STAMPED
 AB0992'YTURRIA 1913 1931 AND SET FLUSH WITH SURFACE OF THE GROUND.
 AB0992'
 AB0992'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, IT IS ABOUT
 AB0992'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED YTURRIA
 AB0992'NO. 1 1913 1931 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 AB0992'
 AB0992'REFERENCE MARK NO. 3 IS WEST OF THE STATION, IT IS ON THE SAME
 AB0992'ELEVATION AS THE STATION MARK.  IT IS STAMPED YTURRIA NO. 3
 AB0992'1949 AND PROJECTS 2 INCHES.
 AB0992'
 AB0992'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AB0992'NO. 3 IS 128.40 FEET.
 AB0992'
 AB0992'THE AZIMUTH MARK IS ABOUT 0.7 MILE WEST OF THE STATION, 1 FOOT
 AB0992'EAST OF FENCE LINE, 2 FEET SOUTH OF A 4 BY 4 WITNESS POST, 90
 AB0992'FEET NORTH OF ROAD, 100 FEET EAST OF U.S. HIGHWAY 77.  IT IS
 AB0992'STAMPED YTURRIA 1949 AND PROJECTS 4 INCHES.
 AB0992'
 AB0992'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 186 AND U.S. HIGHWAY
 AB0992'77 AT RAILROAD STATION IN RAYMONDVILLE, GO NORTH ON U.S. HIGHWAY
 AB0992'77 FOR 8.2 MILES TO WILLACY-KENEDY COUNTY LINE.  CONTINUE
 AB0992'STRAIGHT AHEAD FOR 0.85 MILE TO GATE ON RIGHT, TURN RIGHT
 AB0992'THROUGH GATE AND FOLLOW ROAD ALONG POWER LINE FOR 0.75 MILE
 AB0992'TO TRIANGLE BLAZED POWER LINE POLE ON LEFT.  LEAVE ROAD AND
 AB0992'TURN LEFT OUT RIDGE FOR 0.05 MILE TO HIGHEST POINT AND STATION.
 AB0992
 AB0992                          STATION RECOVERY (1951)
 AB0992
 AB0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB0992'9.0 MILES NORTH ALONG U.S. HIGHWAY 77 FROM ITS JUNCTION
 AB0992'WITH STATE HIGHWAY 186 AT RAYMONDVILLE, THENCE 0.75 MILE EAST
 AB0992'ALONG A POWER LINE AND A PRIVATE ROAD, ON A RANCH OWNED BY
 AB0992'DANIEL YTURRIA, ON TOP OF A SMALL SANDY RIDGE, 4 FEET SOUTHWEST
 AB0992'OF A WITNESS POST, 400 FEET NORTH OF THE CENTER LINE OF THE
 AB0992'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AB0992'THE GROUND, A TRIANGULATION STATION DISK STAMPED YTURRIA 1913
 AB0992'1931.
 AB0992'
 AB0992'YTURRIA R.M. 1 IS 400 FEET NORTH OF THE CENTER LINE OF THE
 AB0992'ROAD, ON TOP OF A SMALL SANDY RIDGE, 80.2 FEET SOUTH OF
 AB0992'TRIANGULATION STATION YTURRIA 1913, SET IN THE TOP OF A CONCRETE
 AB0992'POST WHICH IS FLUSH WITH THE GROUND, A REFERENCE MARK DISK
 AB0992'STAMPED YTURRIA 1913 1931.
 AB0992'
 AB0992'YTURRIA R.M. 3 IS 400 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 AB0992'ON TOP OF A SMALL SANDY RIDGE, 100.2 FEET WEST OF TRIANGULATION
 AB0992'STATION YTURRIA 1913, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0992'PROJECTS 0.2 FOOT ABOVE THE GROUND, A REFERENCE MARK DISK
 AB0992'STAMPED YTURRIA NO 3 1949.
 AB0992'
 AB0992'YTURRIA AZIMUTH 1949 IS 9.0 MILES NORTH ALONG THE ST. LOUIS,
 AB0992'BROWNSVILLE AND MEXICO RAILROAD FROM THE STATION AT RAYMONDVILLE,
 AB0992'0.75 MILE WEST OF TRIANGULATION STATION YTURRIA 1913, 0.4 MILE
 AB0992'NORTH OF MILEPOST 55, 92 FEET EAST OF THE CENTER LINE OF U.S.
 AB0992'HIGHWAY 77, 90 FEET NORTH OF THE CENTER OF A WOODEN GATE,
 AB0992'90 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 AB0992'EAST, 1 FOOT EAST OF A FENCE, 1.6 FEET SOUTH OF A WITNESS POST,
 AB0992'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AB0992'ABOVE THE GROUND, AN AZIMUTH MARK DISK STAMPED YTURRIA 1949.
 AB0992'ALL MARKS ARE IN GOOD CONDITION
 AB0992
 AB0992                          STATION RECOVERY (1974)
 AB0992
 AB0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AB0992'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 3, AND THE
 AB0992'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO HIGHWAY
 AB0992'IMPROVEMENTS THE STATE HIGHWAY DEPARTMENT REQUESTED THAT THE
 AB0992'AZIMUTH MARK BE MOVED.  THE AZIMUTH MARK, WHICH ALSO SERVED
 AB0992'AS A BENCH MARK, WAS NOT VISIBLE FROM THE STATION DUE TO
 AB0992'BRUSH ON LINE.  A NEW AZIMUTH MARK WAS NOT SET AS OTHER STATIONS
 AB0992'WERE NOT VISIBLE AT THIS TIME.  A BENCH MARK DISK STAMPED
 AB0992'YTURRIA AZIMUTH 1949 RESET 1974 WAS SET IN THE TOP OF A ROUND
 AB0992'CONCRETE MONUMENT OUT OF THE CONSTRUCTION AREA, WEST, ACROSS
 AB0992'THE HIGHWAY FROM THE AZIMUTH MARK AND THE ELEVATION
 AB0992'TRANSFERRED TO IT.  THE AZIMUTH MARK WAS LEFT INTACT FOR USE
 AB0992'BY THE HIGHWAY DEPARTMENT AND WILL BE REMOVED BY THEM AT TIME
 AB0992'OF CONSTRUCTION.
 AB0992'
 AB0992'A NEW DESCRIPTION FOLLOWS--
 AB0992'
 AB0992'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF NORIAS, 9
 AB0992'MILES NORTH OF RAYMONDVILLE, 3 MILES NORTH OF YTURRIA STATION,
 AB0992'1.0 MILE NORTH OF THE KENEDY-WILLACY COUNTY LINE, AND 3/4 MILE
 AB0992'EAST OF THE MISSOURI-PACIFIC RAILROAD, ON THE TOP OF A LOW
 AB0992'SANDY RIDGE IN PASTURELAND ON THE YTURRIA RANCH, 535 FEET NORTH
 AB0992'OF THE CENTER OF A PAVED ROAD LEADING EAST INTO THE RANCH.
 AB0992'
 AB0992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AB0992'AND STATE HIGHWAY 186 AT THE RAILROAD STATION IN RAYMONDVILLE,
 AB0992'GO NORTH ON HIGHWAY 77 FOR 9.0 MILES TO A PAVED SIDE ROAD ON
 AB0992'THE RIGHT AND A LOCKED GATE AT THE ENTRANCE (KEY MAY BE OBTAINED
 AB0992'FROM MR. DAN BUTLER, FOREMAN, WHO LIVES ON THE RANCH ABOUT 3
 AB0992'MILES EAST OF THE LOCKED GATE.  TELEPHONE NO. 689-2220.
 AB0992'TURN RIGHT THROUGH LOCKED GATE AND GO 0.75 MILE TO STATION ON
 AB0992'LEFT.
 AB0992'
 AB0992'THE STATION MARK IS A STANDARD DISK STAMPED YTURRIA 1913 1931,
 AB0992'SET IN A SQUARE CONCRETE MONUMENT 1-INCH BELOW GROUND SURFACE.
 AB0992'IT IS 535 FEET NORTH OF THE CENTER OF THE RANCH ROAD, AND 1.0
 AB0992'FOOT SOUTH OF A METAL WITNESS POST.
 AB0992'
 AB0992'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED YTURRIA NO
 AB0992'1 1913 1931, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AB0992'WITH THE GROUND.  IT IS 455 FEET NORTH OF THE CENTER OF THE
 AB0992'RANCH ROAD, AND 1.0 FOOT NORTHEAST OF A METAL WITNESS POST.
 AB0992'
 AB0992'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED YTURRIA NO
 AB0992'3 1949, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 AB0992'PROJECTS 2-INCHES.  IT IS 535 FEET NORTH OF THE CENTER OF THE
 AB0992'RANCH ROAD, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
 AB0992'
 AB0992'NOTE--MR. DAN BUTLER, THE RANCH FOREMAN, STATED THAT THEY
 AB0992'PLAN TO CLEAR BRUSH FROM THE PASTURE BORDERING HIGHWAY 77,
 AB0992'WHICH WILL MAKE THE STATION VISIBLE TO THE HIGHWAY.  IT IS
 AB0992'POSSIBLE THIS WILL BE DONE BEFORE THE HIGHWAY CONSTRUCTION
 AB0992'IS STARTED IN THIS AREA.
 AB0992'
 AB0992'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AB0992'NORTH OF RAYMONDVILLE,
 AB0992
 AB0992                          STATION RECOVERY (1974)
 AB0992
 AB0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AB0992'9.75 MI N FROM RAYMONDVILLE.
 AB0992'9.0 MILES NORTH ALONG U.S. HIGHWAY 77 FROM ITS JUNCTION WITH STATE
 AB0992'HIGHWAY 186 AT RAYMONDVILLE TO A PAVED ROAD AND LOCKED GATE ON THE
 AB0992'RIGHT LEADING INTO THE YTURRIA RANCH, TURN RIGHT AND GO EAST ON PAVED
 AB0992'ROAD 0.75 MILE, THENCE 535 FEET NORTH OF THE CENTER OF THE PAVED ROAD
 AB0992'TO THE TOP OF A LOW SANDY RIDGE, 1.0 FOOT SOUTH OF A METAL WITNESS
 AB0992'POST, AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 1-INCH BELOW
 AB0992'GROUND SURFACE.  NOTE-- KEY MAY BE OBTAINED FOR THE LOCKED GATE FROM
 AB0992'MR. DAN BUTLER, FOREMAN, WHO LIVES ON THE RANCH ABOUT 3 MILES EAST OF
 AB0992'THE LOCKED GATE.  TELEPHONE NO. 689-2220.
 AB0992
 AB0992                          STATION RECOVERY (1981)
 AB0992
 AB0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0992'NOT SEARCHED FOR AT THIS TIME, UNABLE TO GET KEY TO GET ON PROPERTY AT
 AB0992'THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0989 ***********************************************************************
 AB0989  DESIGNATION -  YTURRIA AZ MK
 AB0989  PID         -  AB0989
 AB0989  STATE/COUNTY-  TX/KENEDY
 AB0989  USGS QUAD   -  YTURRIA (1982)
 AB0989
 AB0989                         *CURRENT SURVEY CONTROL
 AB0989  ___________________________________________________________________
 AB0989* NAD 83(1986)-  26 36 44.     (N)    097 46 01.     (W)     SCALED    
 AB0989* NAVD 88     -         9.822  (meters)      32.22   (feet)  ADJUSTED  
 AB0989  ___________________________________________________________________
 AB0989  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AB0989  DYNAMIC HT  -           9.806 (meters)      32.17  (feet)  COMP
 AB0989  MODELED GRAV-     979,056.3   (mgal)                       NAVD 88
 AB0989
 AB0989  VERT ORDER  -  FIRST     CLASS II
 AB0989
 AB0989.The horizontal coordinates were scaled from a topographic map and have
 AB0989.an estimated accuracy of +/- 6 seconds.
 AB0989
 AB0989.The orthometric height was determined by differential leveling
 AB0989.and adjusted by the National Geodetic Survey in June 1991..
 AB0989.WARNING-Repeat measurements at this control monument indicate possible
 AB0989.vertical movement.
 AB0989
 AB0989.The geoid height was determined by GEOID03.
 AB0989
 AB0989.The dynamic height is computed by dividing the NAVD 88
 AB0989.geopotential number by the normal gravity value computed on the
 AB0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0989.degrees latitude (g = 980.6199 gals.).
 AB0989
 AB0989.The modeled gravity was interpolated from observed gravity values.
 AB0989
 AB0989;                    North         East    Units  Estimated Accuracy
 AB0989;SPC TX S     - 5,104,970.      373,000.      MT  (+/- 180 meters Scaled)
 AB0989
 AB0989                          SUPERSEDED SURVEY CONTROL
 AB0989
 AB0989.No superseded survey control is available for this station.
 AB0989
 AB0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ227440(NAD 83)
 AB0989_MARKER: DZ = AZIMUTH MARK DISK
 AB0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0989_STAMPING: YTURRIA 1949
 AB0989_MARK LOGO: CGS   
 AB0989_PROJECTION: FLUSH
 AB0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0989+STABILITY: SURFACE MOTION
 AB0989
 AB0989  HISTORY     - Date     Condition        Report By
 AB0989  HISTORY     - 1949     MONUMENTED       CGS
 AB0989  HISTORY     - 1951     GOOD             NGS
 AB0989  HISTORY     - 1974     GOOD             NGS
 AB0989  HISTORY     - 1981     POOR             NGS
 AB0989  HISTORY     - 1988     GOOD             USPSQD
 AB0989
 AB0989                          STATION DESCRIPTION
 AB0989
 AB0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0989'9.0 MI N FROM RAYMONDVILLE.
 AB0989'9.0 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0989'FROM THE STATION AT RAYMONDVILLE, 0.4 MILE NORTH OF MILEPOST 55, 92
 AB0989'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 77, 90 FEET NORTH OF THE
 AB0989'CENTER OF A WOODEN GATE, 90 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 AB0989'ROAD LEADING EAST, 1 FOOT EAST OF A FENCE, 1.6 FEET SOUTH OF A WITNESS
 AB0989'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AB0989'THE GROUND, 0.75 MILE WEST OF TRIANGULATION STATION YTURRIA 1913.
 AB0989'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0989
 AB0989                          STATION RECOVERY (1974)
 AB0989
 AB0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AB0989'RECOVERED IN GOOD CONDITION.
 AB0989
 AB0989                          STATION RECOVERY (1981)
 AB0989
 AB0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0989'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB0989'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 9.7 KM (6.05 MI) NORTH
 AB0989'ALONG U.S. HIGHWAY 77, 0.6 KM (0.4 MI) NORTH OF MILE POST 55 NOTE,
 AB0989'THIS MARK HAS BEEN HIT, 27.4 METERS (90.0 FT) NORTH OF THE CENTER OF A
 AB0989'METAL GATE LEADING EAST TO THE YTURRIA RANCH, 28.0 METERS (92.0 FT)
 AB0989'EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, AND 0.3 METER (1.0 FT) EAST
 AB0989'OF A FENCE.
 AB0989'THE MARK IS 0.6 M ABOVE HIGHWAY.
 AB0989
 AB0989                          STATION RECOVERY (1988)
 AB0989
 AB0989'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0990 ***********************************************************************
 AB0990  DESIGNATION -  YTURRIA AZ MK RESET 1974
 AB0990  PID         -  AB0990
 AB0990  STATE/COUNTY-  TX/KENEDY
 AB0990  USGS QUAD   -  YTURRIA (1982)
 AB0990
 AB0990                         *CURRENT SURVEY CONTROL
 AB0990  ___________________________________________________________________
 AB0990* NAD 83(1986)-  26 36 43.     (N)    097 46 04.     (W)     SCALED    
 AB0990* NAVD 88     -         9.357  (meters)      30.70   (feet)  ADJUSTED  
 AB0990  ___________________________________________________________________
 AB0990  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AB0990  DYNAMIC HT  -           9.343 (meters)      30.65  (feet)  COMP
 AB0990  MODELED GRAV-     979,056.3   (mgal)                       NAVD 88
 AB0990
 AB0990  VERT ORDER  -  FIRST     CLASS II
 AB0990
 AB0990.The horizontal coordinates were scaled from a topographic map and have
 AB0990.an estimated accuracy of +/- 6 seconds.
 AB0990
 AB0990.The orthometric height was determined by differential leveling
 AB0990.and adjusted by the National Geodetic Survey in June 1991..
 AB0990
 AB0990.The geoid height was determined by GEOID03.
 AB0990
 AB0990.The dynamic height is computed by dividing the NAVD 88
 AB0990.geopotential number by the normal gravity value computed on the
 AB0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0990.degrees latitude (g = 980.6199 gals.).
 AB0990
 AB0990.The modeled gravity was interpolated from observed gravity values.
 AB0990
 AB0990;                    North         East    Units  Estimated Accuracy
 AB0990;SPC TX S     - 5,104,940.      372,920.      MT  (+/- 180 meters Scaled)
 AB0990
 AB0990                          SUPERSEDED SURVEY CONTROL
 AB0990
 AB0990.No superseded survey control is available for this station.
 AB0990
 AB0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ226440(NAD 83)
 AB0990_MARKER: DZ = AZIMUTH MARK DISK
 AB0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0990_STAMPING: YTURRIA AZIMUTH 1949 RESET 1974
 AB0990_MARK LOGO: NGS   
 AB0990_PROJECTION: PROJECTING 3 CENTIMETERS
 AB0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0990+STABILITY: SURFACE MOTION
 AB0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0990+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AB0990
 AB0990  HISTORY     - Date     Condition        Report By
 AB0990  HISTORY     - 1974     MONUMENTED       NGS
 AB0990  HISTORY     - 1981     GOOD             NGS
 AB0990  HISTORY     - 1988     GOOD             USPSQD
 AB0990  HISTORY     - 20040203 GOOD             USPSQD
 AB0990
 AB0990                          STATION DESCRIPTION
 AB0990
 AB0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AB0990'9.0 MI N FROM RAYMONDVILLE.
 AB0990'9.0 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION WITH STATE
 AB0990'HIGHWAY 186 IN RAYMONDVILLE, 0.4 MILE NORTH OF MILEPOST 55, 59 FEET
 AB0990'WEST OF THE CENTER OF U.S. HIGHWAY 77, 49 FEET EAST OF THE EAST RAIL
 AB0990'OF THE MISSOURI-PACIFIC RAILROAD, 41 FEET NORTH OF THE EXTENDED CENTER
 AB0990'LINE OF THE PAVED ROAD LEADING EAST INTO THE YTURRIA RANCH, 27 FEET
 AB0990'NORTH OF A GUYED TELEPHONE POLE, AND 1.5 FEET SOUTH OF A METAL WITNESS
 AB0990'POST.  THE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 AB0990'PROJECTS 4-INCHES.
 AB0990
 AB0990                          STATION RECOVERY (1981)
 AB0990
 AB0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0990'5.1  KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0990'JUNCTION OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 9.7 KM (16.05
 AB0990'MI) NORTH ALONG U.S. HIGHWAY 77 , 0.6 KM (0.4 MI) NORTH OF MILEPOST
 AB0990'55, 17.9 METERS (59.0 FT) NORTH OF THE CENTER OF THE U.S. HIGHWAY 77,
 AB0990'14.9 METERS (49.0 FT) EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC
 AB0990'RAILROAD, 12.4 METERS (41.0 FT) NORTH OF THE EXTENDED CENTERLINE OF
 AB0990'THE PAVED ROAD LEADING EAST INTO YTURRIA RANCH, 8.2 METERS (27.0 FT)
 AB0990'NORTH OF A TELEPHONE POLE.
 AB0990'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 AB0990'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB0990
 AB0990                          STATION RECOVERY (1988)
 AB0990
 AB0990'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0990'RECOVERED IN GOOD CONDITION.
 AB0990
 AB0990                          STATION RECOVERY (2004)
 AB0990
 AB0990'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0993 ***********************************************************************
 AB0993  DESIGNATION -  YTURRIA RM 1
 AB0993  PID         -  AB0993
 AB0993  STATE/COUNTY-  TX/KENEDY
 AB0993  USGS QUAD   -  YTURRIA (1982)
 AB0993
 AB0993                         *CURRENT SURVEY CONTROL
 AB0993  ___________________________________________________________________
 AB0993* NAD 83(1986)-  26 36 46.     (N)    097 45 17.     (W)     SCALED    
 AB0993* NAVD 88     -        11.700  (meters)      38.39   (feet)  ADJUSTED  
 AB0993  ___________________________________________________________________
 AB0993  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AB0993  DYNAMIC HT  -          11.681 (meters)      38.32  (feet)  COMP
 AB0993  MODELED GRAV-     979,057.1   (mgal)                       NAVD 88
 AB0993
 AB0993  VERT ORDER  -  FIRST     CLASS II
 AB0993
 AB0993.The horizontal coordinates were scaled from a topographic map and have
 AB0993.an estimated accuracy of +/- 6 seconds.
 AB0993
 AB0993.The orthometric height was determined by differential leveling
 AB0993.and adjusted by the National Geodetic Survey in June 1991..
 AB0993
 AB0993.The geoid height was determined by GEOID03.
 AB0993
 AB0993.The dynamic height is computed by dividing the NAVD 88
 AB0993.geopotential number by the normal gravity value computed on the
 AB0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0993.degrees latitude (g = 980.6199 gals.).
 AB0993
 AB0993.The modeled gravity was interpolated from observed gravity values.
 AB0993
 AB0993;                    North         East    Units  Estimated Accuracy
 AB0993;SPC TX S     - 5,105,040.      374,220.      MT  (+/- 180 meters Scaled)
 AB0993
 AB0993                          SUPERSEDED SURVEY CONTROL
 AB0993
 AB0993  NGVD 29 (??/??/92)   11.788  (m)           38.67   (f) ADJ UNCH    1 2
 AB0993
 AB0993.Superseded values are not recommended for survey control.
 AB0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0993.See file dsdata.txt to determine how the superseded data were derived.
 AB0993
 AB0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ239441(NAD 83)
 AB0993_MARKER: DR = REFERENCE MARK DISK
 AB0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0993_STAMPING: YTURRIA NO 1 1913 1931
 AB0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0993+STABILITY: SURFACE MOTION
 AB0993
 AB0993  HISTORY     - Date     Condition        Report By
 AB0993  HISTORY     - 1931     MONUMENTED       CGS
 AB0993  HISTORY     - 1974     GOOD             NGS
 AB0993  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0993
 AB0993                          STATION DESCRIPTION
 AB0993
 AB0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AB0993'9.75 MI N FROM RAYMONDVILLE.
 AB0993'9.0 MILES NORTH ALONG U.S. HIGHWAY 77 FROM ITS JUNCTION WITH STATE
 AB0993'HIGHWAY 186 AT RAYMONDVILLE TO A PAVED ROAD AND LOCKED GATE ON THE
 AB0993'RIGHT LEADING INTO THE YTURRIA RANCH, TURN RIGHT AND GO EAST ON THE
 AB0993'PAVED ROAD 0.75 MILE, THENCE 455 FEET NORTH OF THE CENTER OF THE PAVED
 AB0993'ROAD TO THE TOP OF A LOW SANDY RIDGE, 80.26 FEET SOUTH OF
 AB0993'TRIANGULATION STATION MARK YTURRIA, 1.0 FOOT NORTHEAST OF A METAL
 AB0993'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AB0993'WITH THE GROUND.
 AB0993
 AB0993                          STATION RECOVERY (1981)
 AB0993
 AB0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0993'NOT SEARCHED FOR AT THIS TIME, UNABLE TO GET KEY TO GET ON PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0991 ***********************************************************************
 AB0991  DESIGNATION -  YTURRIA RM 3
 AB0991  PID         -  AB0991
 AB0991  STATE/COUNTY-  TX/KENEDY
 AB0991  USGS QUAD   -  YTURRIA (1982)
 AB0991
 AB0991                         *CURRENT SURVEY CONTROL
 AB0991  ___________________________________________________________________
 AB0991* NAD 83(1986)-  26 36 46.     (N)    097 45 17.     (W)     SCALED    
 AB0991* NAVD 88     -        11.855  (meters)      38.89   (feet)  ADJUSTED  
 AB0991  ___________________________________________________________________
 AB0991  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AB0991  DYNAMIC HT  -          11.836 (meters)      38.83  (feet)  COMP
 AB0991  MODELED GRAV-     979,057.1   (mgal)                       NAVD 88
 AB0991
 AB0991  VERT ORDER  -  FIRST     CLASS II
 AB0991
 AB0991.The horizontal coordinates were scaled from a topographic map and have
 AB0991.an estimated accuracy of +/- 6 seconds.
 AB0991
 AB0991.The orthometric height was determined by differential leveling
 AB0991.and adjusted by the National Geodetic Survey in June 1991..
 AB0991
 AB0991.The geoid height was determined by GEOID03.
 AB0991
 AB0991.The dynamic height is computed by dividing the NAVD 88
 AB0991.geopotential number by the normal gravity value computed on the
 AB0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0991.degrees latitude (g = 980.6199 gals.).
 AB0991
 AB0991.The modeled gravity was interpolated from observed gravity values.
 AB0991
 AB0991;                    North         East    Units  Estimated Accuracy
 AB0991;SPC TX S     - 5,105,040.      374,220.      MT  (+/- 180 meters Scaled)
 AB0991
 AB0991                          SUPERSEDED SURVEY CONTROL
 AB0991
 AB0991  NGVD 29 (??/??/92)   11.942  (m)           39.18   (f) ADJ UNCH    1 2
 AB0991
 AB0991.Superseded values are not recommended for survey control.
 AB0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0991.See file dsdata.txt to determine how the superseded data were derived.
 AB0991
 AB0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ239441(NAD 83)
 AB0991_MARKER: DR = REFERENCE MARK DISK
 AB0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0991_STAMPING: YTURRIA NO 3 1949
 AB0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0991+STABILITY: SURFACE MOTION
 AB0991
 AB0991  HISTORY     - Date     Condition        Report By
 AB0991  HISTORY     - 1949     MONUMENTED       CGS
 AB0991  HISTORY     - 1974     GOOD             NGS
 AB0991  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0991
 AB0991                          STATION DESCRIPTION
 AB0991
 AB0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AB0991'9.75 MI N FROM RAYMONDVILLE.
 AB0991'9.0 MILES NORTH ALONG U.S. HIGHWAY 77 FROM ITS JUNCTION WITH STATE
 AB0991'HIGHWAY 186 AT RAYMONDVILLE TO A PAVED ROAD AND LOCKED GATE ON THE
 AB0991'RIGHT LEADING INTO THE YTURRIA RANCH, TURN RIGHT AND GO EAST ON THE
 AB0991'PAVED ROAD 0.75 MILE, THENCE NORTH 535 FEET TO THE TOP OF A LOW SANDY
 AB0991'RIDGE, 100.35 FEET WEST OF TRIANGULATION STATION MARK YTURRIA, 1.0
 AB0991'FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A SQUARE
 AB0991'CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 AB0991
 AB0991                          STATION RECOVERY (1981)
 AB0991
 AB0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0991'NOT SEARCHED FOR AT THIS TIME, UNABLE TO GET KEY TO GET ON PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0345 ***********************************************************************
 BP0345  DESIGNATION -  YY 1101
 BP0345  PID         -  BP0345
 BP0345  STATE/COUNTY-  TX/PRESIDIO
 BP0345  USGS QUAD   -  PAISANO (1972)
 BP0345
 BP0345                         *CURRENT SURVEY CONTROL
 BP0345  ___________________________________________________________________
 BP0345* NAD 83(1986)-  30 18 09.     (N)    103 48 20.     (W)     SCALED    
 BP0345* NAVD 88     -      1514.072  (meters)    4967.42   (feet)  ADJUSTED  
 BP0345  ___________________________________________________________________
 BP0345  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 BP0345  DYNAMIC HT  -        1511.559 (meters)    4959.17  (feet)  COMP
 BP0345  MODELED GRAV-     978,928.3   (mgal)                       NAVD 88
 BP0345  OBS GRAVITY -     978,930.6   (mgal)                       GRAV_OBS
 BP0345
 BP0345  VERT ORDER  -  FIRST     CLASS II
 BP0345
 BP0345.The horizontal coordinates were scaled from a topographic map and have
 BP0345.an estimated accuracy of +/- 6 seconds.
 BP0345
 BP0345.The orthometric height was determined by differential leveling
 BP0345.and adjusted by the National Geodetic Survey in June 1991..
 BP0345
 BP0345.The geoid height was determined by GEOID03.
 BP0345
 BP0345.The dynamic height is computed by dividing the NAVD 88
 BP0345.geopotential number by the normal gravity value computed on the
 BP0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0345.degrees latitude (g = 980.6199 gals.).
 BP0345
 BP0345.The modeled gravity was interpolated from observed gravity values.
 BP0345.The observed gravity was obtained from relative gravimeter ties
 BP0345.to the IGSN71 gravity network.
 BP0345
 BP0345;                    North         East    Units  Estimated Accuracy
 BP0345;SPC TXSC     - 4,283,160.      137,870.      MT  (+/- 180 meters Scaled)
 BP0345
 BP0345                          SUPERSEDED SURVEY CONTROL
 BP0345
 BP0345  NGVD 29 (??/??/92) 1513.527  (m)         4965.63   (f) ADJ UNCH    1 2
 BP0345
 BP0345.Superseded values are not recommended for survey control.
 BP0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0345.See file dsdata.txt to determine how the superseded data were derived.
 BP0345
 BP0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP148529(NAD 83)
 BP0345_MARKER: DB = BENCH MARK DISK
 BP0345_SETTING: 66 = SET IN ROCK OUTCROP
 BP0345_SP_SET: ROCK OUTCROP
 BP0345_STAMPING: YY 1101 1957
 BP0345_MARK LOGO: CGS   
 BP0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0345+STABILITY: POSITION/ELEVATION WELL
 BP0345
 BP0345  HISTORY     - Date     Condition        Report By
 BP0345  HISTORY     - 1957     MONUMENTED       CGS
 BP0345  HISTORY     - 1981     GOOD             NGS
 BP0345
 BP0345                          STATION DESCRIPTION
 BP0345
 BP0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0345'9.9 MI SW FROM ALPINE.
 BP0345'ABOUT 9.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0345'FROM THE STATION AT ALPINE, 60 FEET SOUTH-SOUTHEAST OF THE 4TH POLE
 BP0345'SOUTHWEST OF MILEPOST 617, IN THE TOP OF THE WEST AND LOWER END OF A
 BP0345'LARGE ROCK OUTCROP WHICH PROJECTS 2 FEET ON THE WEST END, 85 FEET
 BP0345'EAST-SOUTHEAST OF THE NEAR RAIL, ABOUT 0.65 MILE SOUTHWEST OF THE
 BP0345'BREWSTER-PRESIDIO COUNTY LINE, 112 FEET WEST OF THE CENTER LINE OF U.
 BP0345'S. HIGHWAY 90, AND ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 BP0345
 BP0345                          STATION RECOVERY (1981)
 BP0345
 BP0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0345'2.9 KM (1.8 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0345'RAILROAD STATION IN ALPINE, THENCE 12.9 KM (8.0 MI) WESTERLY ALONG
 BP0345'U.S. HIGHWAYS 67 AND 90, 0.2 KM (0.1 MI) SOUTHWEST OF RAILROAD
 BP0345'MILEPOST 617, IN THE WEST END OF A 20 BY 30 FT EXPOSED AREA OF
 BP0345'OUTCROPPING BEDROCK, 34.1 METERS (111.9 FT) WEST OF THE CENTERLINE OF
 BP0345'THE HIGHWAY, 25.9 METERS (85.0 FT) EAST OF THE NEAR RAIL AND 19.1
 BP0345'METERS (62.7 FT) NORTH OF THE CENTER OF A TRACK ROAD LEADING WEST TO
 BP0345'THE RAILROAD.
 BP0345'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 BP0345'THE MARK IS 4.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2304 ***********************************************************************
 AW2304  DESIGNATION -  YY 1150
 AW2304  PID         -  AW2304
 AW2304  STATE/COUNTY-  TX/HARRIS
 AW2304  USGS QUAD   -  BELLAIRE (1995)
 AW2304
 AW2304                         *CURRENT SURVEY CONTROL
 AW2304  ___________________________________________________________________
 AW2304* NAD 83(1986)-  29 40 10.     (N)    095 23 58.     (W)     SCALED    
 AW2304* NAVD 88     -        14.89   (+/-2cm)      48.9    (feet)  VERTCON   
 AW2304  ___________________________________________________________________
 AW2304  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2304
 AW2304  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2304
 AW2304.The horizontal coordinates were scaled from a topographic map and have
 AW2304.an estimated accuracy of +/- 6 seconds.
 AW2304
 AW2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2304.The vertical order pertains to the NGVD 29 superseded value.
 AW2304
 AW2304.The geoid height was determined by GEOID03.
 AW2304
 AW2304;                    North         East    Units  Estimated Accuracy
 AW2304;SPC TXSC     - 4,208,860.      948,450.      MT  (+/- 180 meters Scaled)
 AW2304
 AW2304                          SUPERSEDED SURVEY CONTROL
 AW2304
 AW2304  NGVD 29 (??/??/92)   14.888  (m)           48.84   (f) ADJ UNCH    1 2
 AW2304
 AW2304.Superseded values are not recommended for survey control.
 AW2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2304.See file dsdata.txt to determine how the superseded data were derived.
 AW2304
 AW2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN677845(NAD 83)
 AW2304_MARKER: DB = BENCH MARK DISK
 AW2304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2304_SP_SET: CULVERT
 AW2304_STAMPING: YY 1150 1959
 AW2304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2304
 AW2304  HISTORY     - Date     Condition        Report By
 AW2304  HISTORY     - 1959     MONUMENTED       CGS
 AW2304  HISTORY     - 1973     GOOD             NGS
 AW2304  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW2304  HISTORY     - 1978     GOOD             NGS
 AW2304  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2304  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2304  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2304  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 AW2304  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW2304
 AW2304                          STATION DESCRIPTION
 AW2304
 AW2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2304'3.8 MI SW FROM HOUSTON.
 AW2304'3.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2304'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, AT THE CROSSING OF
 AW2304'KNIGHT ROAD, IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE WING
 AW2304'WALL OF LARGE DOUBLE CONCRETE BOX CULVERTS UNDER THE ROAD, 120.6 FEET
 AW2304'SOUTHEAST OF THE SOUTHEAST RAIL, 18 FEET EAST OF THE CENTER LINE OF
 AW2304'THE ROAD, 60 1/2 FEET SOUTHEAST OF THE CENTER LINE OF HOLMES ROAD, 1.0
 AW2304'FOOT EAST OF THE EAST EDGE OF THE HEADWALL, AND ABOUT 1 FOOT LOWER
 AW2304'THAN THE TRACK.
 AW2304
 AW2304                          STATION RECOVERY (1976)
 AW2304
 AW2304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW2304'MARK NOT FOUND.
 AW2304
 AW2304                          STATION RECOVERY (1978)
 AW2304
 AW2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2304'RECOVERED IN GOOD CONDITION.
 AW2304
 AW2304                          STATION RECOVERY (1986)
 AW2304
 AW2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2304'NOT RECOVERED.
 AW2304
 AW2304                          STATION RECOVERY (1987)
 AW2304
 AW2304'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2304'MARK NOT FOUND.
 AW2304
 AW2304                          STATION RECOVERY (1987)
 AW2304
 AW2304'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2304'MARK NOT FOUND.
 AW2304
 AW2304                          STATION RECOVERY (1993)
 AW2304
 AW2304'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2304'MARK NOT FOUND.
 AW2304
 AW2304                          STATION RECOVERY (2004)
 AW2304
 AW2304'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0330 ***********************************************************************
 BP0330  DESIGNATION -  YY 24 USGS
 BP0330  PID         -  BP0330
 BP0330  STATE/COUNTY-  TX/PRESIDIO
 BP0330  USGS QUAD   -  NOPAL (1972)
 BP0330
 BP0330                         *CURRENT SURVEY CONTROL
 BP0330  ___________________________________________________________________
 BP0330* NAD 83(1986)-  30 17 16.     (N)    103 55 24.     (W)     SCALED    
 BP0330* NAVD 88     -      1466.667  (meters)    4811.89   (feet)  ADJUSTED  
 BP0330  ___________________________________________________________________
 BP0330  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 BP0330  DYNAMIC HT  -        1464.219 (meters)    4803.86  (feet)  COMP
 BP0330  MODELED GRAV-     978,921.2   (mgal)                       NAVD 88
 BP0330
 BP0330  VERT ORDER  -  FIRST     CLASS II
 BP0330
 BP0330.The horizontal coordinates were scaled from a topographic map and have
 BP0330.an estimated accuracy of +/- 6 seconds.
 BP0330
 BP0330.The orthometric height was determined by differential leveling
 BP0330.and adjusted by the National Geodetic Survey in June 1991..
 BP0330
 BP0330.The geoid height was determined by GEOID03.
 BP0330
 BP0330.The dynamic height is computed by dividing the NAVD 88
 BP0330.geopotential number by the normal gravity value computed on the
 BP0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0330.degrees latitude (g = 980.6199 gals.).
 BP0330
 BP0330.The modeled gravity was interpolated from observed gravity values.
 BP0330
 BP0330;                    North         East    Units  Estimated Accuracy
 BP0330;SPC TXSC     - 4,282,000.      126,480.      MT  (+/- 180 meters Scaled)
 BP0330
 BP0330                          SUPERSEDED SURVEY CONTROL
 BP0330
 BP0330  NGVD 29 (??/??/92) 1466.088  (m)         4809.99   (f) ADJ UNCH    1 2
 BP0330
 BP0330.Superseded values are not recommended for survey control.
 BP0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0330.See file dsdata.txt to determine how the superseded data were derived.
 BP0330
 BP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP035511(NAD 83)
 BP0330_MARKER: P = PIPE CAP
 BP0330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0330_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0330_STAMPING: 4810.076 MARFA
 BP0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0330
 BP0330  HISTORY     - Date     Condition        Report By
 BP0330  HISTORY     - UNK      MONUMENTED       USGS
 BP0330  HISTORY     - 1957     GOOD             NGS
 BP0330  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0330  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0330
 BP0330                          STATION DESCRIPTION
 BP0330
 BP0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0330'6.3 MI E FROM MARFA.
 BP0330'ABOUT 6.3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0330'STATION AT MARFA, 31 1/2 FEET SOUTH OF THE 24TH TELEPHONE POLE EAST OF
 BP0330'MILEPOST 627, 76 FEET SOUTH OF THE SOUTH RAIL, 78 FEET SOUTH-SOUTHEAST
 BP0330'OF THE CENTER OF A ROAD CROSSING, 81 FEET NORTH OF THE CENTER LINE OF
 BP0330'U. S. HIGHWAY 90, 14 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 2
 BP0330'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 BP0330'OF THE TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 4
 BP0330'INCHES.
 BP0330
 BP0330                          STATION RECOVERY (1966)
 BP0330
 BP0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0330'MARK NOT FOUND.
 BP0330
 BP0330                          STATION RECOVERY (1981)
 BP0330
 BP0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0330'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0994 ***********************************************************************
 CS0994  DESIGNATION -  Z
 CS0994  PID         -  CS0994
 CS0994  STATE/COUNTY-  TX/DALLAS
 CS0994  USGS QUAD   -  IRVING (1981)
 CS0994
 CS0994                         *CURRENT SURVEY CONTROL
 CS0994  ___________________________________________________________________
 CS0994* NAD 83(1986)-  32 46 15.     (N)    096 54 11.     (W)     SCALED    
 CS0994* NAVD 88     -       134.616  (meters)     441.65   (feet)  ADJUSTED  
 CS0994  ___________________________________________________________________
 CS0994  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CS0994  DYNAMIC HT  -         134.462 (meters)     441.15  (feet)  COMP
 CS0994  MODELED GRAV-     979,491.5   (mgal)                       NAVD 88
 CS0994
 CS0994  VERT ORDER  -  FIRST     CLASS II
 CS0994
 CS0994.The horizontal coordinates were scaled from a topographic map and have
 CS0994.an estimated accuracy of +/- 6 seconds.
 CS0994
 CS0994.The orthometric height was determined by differential leveling
 CS0994.and adjusted by the National Geodetic Survey in June 1991..
 CS0994.WARNING-Repeat measurements at this control monument indicate possible
 CS0994.vertical movement.
 CS0994
 CS0994.The geoid height was determined by GEOID03.
 CS0994
 CS0994.The dynamic height is computed by dividing the NAVD 88
 CS0994.geopotential number by the normal gravity value computed on the
 CS0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0994.degrees latitude (g = 980.6199 gals.).
 CS0994
 CS0994.The modeled gravity was interpolated from observed gravity values.
 CS0994
 CS0994;                    North         East    Units  Estimated Accuracy
 CS0994;SPC TXNC     - 2,123,580.      749,600.      MT  (+/- 180 meters Scaled)
 CS0994
 CS0994                          SUPERSEDED SURVEY CONTROL
 CS0994
 CS0994  NGVD 29 (??/??/92)  134.633  (m)          441.71   (f) ADJ UNCH    1 2
 CS0994
 CS0994.Superseded values are not recommended for survey control.
 CS0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0994.See file dsdata.txt to determine how the superseded data were derived.
 CS0994
 CS0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB964278(NAD 83)
 CS0994_MARKER: Z = SEE DESCRIPTION
 CS0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0994_SP_SET: STONE POST
 CS0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0994+STABILITY: SURFACE MOTION
 CS0994
 CS0994  HISTORY     - Date     Condition        Report By
 CS0994  HISTORY     - UNK      MONUMENTED       CGS
 CS0994  HISTORY     - 1958     GOOD             NGS
 CS0994  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0994
 CS0994                          STATION DESCRIPTION
 CS0994
 CS0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS0994'IN EAGLE FORD.
 CS0994'AT EAGLE FORD, AT THE TEXAS AND PACIFIC RAILROAD STATION, 11 POLES
 CS0994'WEST OF MILEPOST 220, 175 FEET SOUTHWEST AND ACROSS THE TRACKS FROM
 CS0994'THE SOUTHWEST CORNER OF THE STATION, 95 FEET SOUTH OF THE SOUTH RAIL
 CS0994'OF THE SOUTH SET OF TRACKS, 36 FEET EAST OF THE CENTER LINE OF A
 CS0994'NORTH-SOUTH STREET, 11 1/2 FEET EAST OF A POWER POLE, 6 FEET EAST OF A
 CS0994'FENCE CORNER, 2 FEET NORTH OF A FENCE, 1 1/2 FEET EAST OF A CONCRETE
 CS0994'WITNESS POST, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST
 CS0994'PROJECTING 6 INCHES.
 CS0994
 CS0994                          STATION RECOVERY (1986)
 CS0994
 CS0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0160 ***********************************************************************
 BL0160  DESIGNATION -  Z 100
 BL0160  PID         -  BL0160
 BL0160  STATE/COUNTY-  TX/TYLER
 BL0160  USGS QUAD   -  BOGGY LAKE (1984)
 BL0160
 BL0160                         *CURRENT SURVEY CONTROL
 BL0160  ___________________________________________________________________
 BL0160* NAD 83(1986)-  30 53 10.     (N)    094 20 07.     (W)     SCALED    
 BL0160* NAVD 88     -        81.64   (+/-2cm)     267.8    (feet)  VERTCON   
 BL0160  ___________________________________________________________________
 BL0160  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BL0160
 BL0160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0160
 BL0160.The horizontal coordinates were scaled from a topographic map and have
 BL0160.an estimated accuracy of +/- 6 seconds.
 BL0160
 BL0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0160.The vertical order pertains to the NGVD 29 superseded value.
 BL0160
 BL0160.The geoid height was determined by GEOID03.
 BL0160
 BL0160;                    North         East    Units  Estimated Accuracy
 BL0160;SPC TX C     - 3,150,640.    1,273,180.      MT  (+/- 180 meters Scaled)
 BL0160
 BL0160                          SUPERSEDED SURVEY CONTROL
 BL0160
 BL0160  NGVD 29 (??/??/92)   81.640  (m)          267.85   (f) ADJ UNCH    2 0
 BL0160
 BL0160.Superseded values are not recommended for survey control.
 BL0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0160.See file dsdata.txt to determine how the superseded data were derived.
 BL0160
 BL0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ723177(NAD 83)
 BL0160_MARKER: DB = BENCH MARK DISK
 BL0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0160_STAMPING: Z 100 1952
 BL0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0160+STABILITY: SURFACE MOTION
 BL0160
 BL0160  HISTORY     - Date     Condition        Report By
 BL0160  HISTORY     - 1952     MONUMENTED       CGS
 BL0160
 BL0160                          STATION DESCRIPTION
 BL0160
 BL0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0160'5.7 MI E FROM COLMESNEIL.
 BL0160'5.7 MILES EAST ALONG FARM ROAD 1417 FROM THE STATE BANK AT COLMESNEIL,
 BL0160'0.25 MILE EAST OF A FARMHOUSE, ON TOP OF A HILL, 59 FEET NORTH OF THE
 BL0160'CENTER LINE OF THE FARM ROAD, 54 FEET NORTHEAST OF A POWER POLE, 11
 BL0160'FEET WEST OF A 14 INCH PINE TREE, 1.3 FEET EAST OF A WITNESS POST, SET
 BL0160'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BL0160'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0946 ***********************************************************************
 AY0946  DESIGNATION -  Z 1000
 AY0946  PID         -  AY0946
 AY0946  STATE/COUNTY-  TX/BEXAR
 AY0946  USGS QUAD   -  CASTLE HILLS (1992)
 AY0946
 AY0946                         *CURRENT SURVEY CONTROL
 AY0946  ___________________________________________________________________
 AY0946* NAD 83(1986)-  29 36 35.     (N)    098 31 26.     (W)     SCALED    
 AY0946* NAVD 88     -       309.080  (meters)    1014.04   (feet)  POSTED    
 AY0946  ___________________________________________________________________
 AY0946  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AY0946  DYNAMIC HT  -         308.630 (meters)    1012.56  (feet)  COMP
 AY0946  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 AY0946
 AY0946  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0946
 AY0946.The horizontal coordinates were scaled from a topographic map and have
 AY0946.an estimated accuracy of +/- 6 seconds.
 AY0946
 AY0946.The orthometric height was determined by differential leveling
 AY0946.and adjusted by the National Geodetic Survey in 1992..
 AY0946.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0946.rate of 0.0 thru 1.0 mm/km.
 AY0946
 AY0946.The geoid height was determined by GEOID03.
 AY0946
 AY0946.The dynamic height is computed by dividing the NAVD 88
 AY0946.geopotential number by the normal gravity value computed on the
 AY0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0946.degrees latitude (g = 980.6199 gals.).
 AY0946
 AY0946.The modeled gravity was interpolated from observed gravity values.
 AY0946
 AY0946;                    North         East    Units  Estimated Accuracy
 AY0946;SPC TXSC     - 4,196,970.      646,110.      MT  (+/- 180 meters Scaled)
 AY0946
 AY0946                          SUPERSEDED SURVEY CONTROL
 AY0946
 AY0946  NGVD 29 (??/??/92)  308.953  (m)         1013.62   (f) ADJ UNCH    1 2
 AY0946
 AY0946.Superseded values are not recommended for survey control.
 AY0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0946.See file dsdata.txt to determine how the superseded data were derived.
 AY0946
 AY0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT460756(NAD 83)
 AY0946_MARKER: DB = BENCH MARK DISK
 AY0946_SETTING: 66 = SET IN ROCK OUTCROP
 AY0946_SP_SET: ROCK OUTCROP
 AY0946_STAMPING: Z 1000 1953
 AY0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0946+STABILITY: POSITION/ELEVATION WELL
 AY0946
 AY0946  HISTORY     - Date     Condition        Report By
 AY0946  HISTORY     - 1953     MONUMENTED       CGS
 AY0946  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0946  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0946  HISTORY     - 20030523 MARK NOT FOUND   USPSQD
 AY0946
 AY0946                          STATION DESCRIPTION
 AY0946
 AY0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0946'6.8 MI N FROM SAN ANTONIO.
 AY0946'5.8 MILES NORTH ALONG BLANCO ROAD FROM ITS JUNCTION WITH WEST AVENUE
 AY0946'AT SAN ANTONIO, THENCE 1.0 MILE WEST ALONG A PRIVATE TRACK ROAD, 16
 AY0946'FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 2 FEET WEST OF A ROCK
 AY0946'CAIRN, 0.4 FOOT ABOVE THE GROUND, SET IN THE TOP OF A LARGE LIMESTONE
 AY0946'ROCK.
 AY0946
 AY0946                          STATION RECOVERY (1967)
 AY0946
 AY0946'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0946'MARK NOT FOUND.
 AY0946
 AY0946                          STATION RECOVERY (1995)
 AY0946
 AY0946'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0946'MARK NOT FOUND.
 AY0946
 AY0946                          STATION RECOVERY (2003)
 AY0946
 AY0946'RECOVERY NOTE BY US POWER SQUADRON 2003 (LBW)
 AY0946'THERE IS NOW A CHURCH WITH A VERY LARGE CONCRETE PARKING LOT AND
 AY0946'EXTENSIVE LANDSCAPING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0112 ***********************************************************************
 AY0112  DESIGNATION -  Z 1001
 AY0112  PID         -  AY0112
 AY0112  STATE/COUNTY-  TX/BEXAR
 AY0112  USGS QUAD   -  LONGHORN (1992)
 AY0112
 AY0112                         *CURRENT SURVEY CONTROL
 AY0112  ___________________________________________________________________
 AY0112* NAD 83(1986)-  29 34 30.     (N)    098 23 59.     (W)     SCALED    
 AY0112* NAVD 88     -       262.144  (meters)     860.05   (feet)  POSTED    
 AY0112  ___________________________________________________________________
 AY0112  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AY0112  DYNAMIC HT  -         261.760 (meters)     858.79  (feet)  COMP
 AY0112  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AY0112
 AY0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0112
 AY0112.The horizontal coordinates were scaled from a topographic map and have
 AY0112.an estimated accuracy of +/- 6 seconds.
 AY0112
 AY0112.The orthometric height was determined by differential leveling
 AY0112.and adjusted by the National Geodetic Survey in 1992..
 AY0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0112.rate of 0.0 thru 1.0 mm/km.
 AY0112
 AY0112.The geoid height was determined by GEOID03.
 AY0112
 AY0112.The dynamic height is computed by dividing the NAVD 88
 AY0112.geopotential number by the normal gravity value computed on the
 AY0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0112.degrees latitude (g = 980.6199 gals.).
 AY0112
 AY0112.The modeled gravity was interpolated from observed gravity values.
 AY0112
 AY0112;                    North         East    Units  Estimated Accuracy
 AY0112;SPC TXSC     - 4,193,170.      658,160.      MT  (+/- 180 meters Scaled)
 AY0112
 AY0112                          SUPERSEDED SURVEY CONTROL
 AY0112
 AY0112  NGVD 29 (??/??/92)  262.022  (m)          859.65   (f) ADJ UNCH    1 2
 AY0112
 AY0112.Superseded values are not recommended for survey control.
 AY0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0112.See file dsdata.txt to determine how the superseded data were derived.
 AY0112
 AY0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT581718(NAD 83)
 AY0112_MARKER: DB = BENCH MARK DISK
 AY0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0112_STAMPING: Z 1001 1953
 AY0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0112+STABILITY: SURFACE MOTION
 AY0112
 AY0112  HISTORY     - Date     Condition        Report By
 AY0112  HISTORY     - 1953     MONUMENTED       CGS
 AY0112  HISTORY     - 1990     GOOD             USPSQD
 AY0112  HISTORY     - 19990223 GOOD             USPSQD
 AY0112
 AY0112                          STATION DESCRIPTION
 AY0112
 AY0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0112'1.7 MI NE FROM WETMORE.
 AY0112'1.7 MILES NORTHEAST ALONG STAHL ROAD FROM ITS JUNCTION WITH WETMORE
 AY0112'ROAD AT WETMORE, 0.1 MILE SOUTHEAST OF A CEMETERY, 68 FEET SOUTHWEST
 AY0112'OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST ROAD, 38 FEET
 AY0112'NORTHWEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTHEAST, 1
 AY0112'FOOT NORTHEAST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN
 AY0112'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0112
 AY0112                          STATION RECOVERY (1990)
 AY0112
 AY0112'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0112'RECOVERED IN GOOD CONDITION.
 AY0112
 AY0112                          STATION RECOVERY (1999)
 AY0112
 AY0112'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0352 ***********************************************************************
 AY0352  DESIGNATION -  Z 1002
 AY0352  PID         -  AY0352
 AY0352  STATE/COUNTY-  TX/BEXAR
 AY0352  USGS QUAD   -  MARTINEZ (1992)
 AY0352
 AY0352                         *CURRENT SURVEY CONTROL
 AY0352  ___________________________________________________________________
 AY0352* NAD 83(1986)-  29 25 09.     (N)    098 21 39.     (W)     SCALED    
 AY0352* NAVD 88     -       206.925  (meters)     678.89   (feet)  POSTED    
 AY0352  ___________________________________________________________________
 AY0352  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0352  DYNAMIC HT  -         206.620 (meters)     677.89  (feet)  COMP
 AY0352  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 AY0352
 AY0352  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0352
 AY0352.The horizontal coordinates were scaled from a topographic map and have
 AY0352.an estimated accuracy of +/- 6 seconds.
 AY0352
 AY0352.The orthometric height was determined by differential leveling
 AY0352.and adjusted by the National Geodetic Survey in 1992..
 AY0352.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0352.rate of 1.1 thru 2.0 mm/km.
 AY0352
 AY0352.The geoid height was determined by GEOID03.
 AY0352
 AY0352.The dynamic height is computed by dividing the NAVD 88
 AY0352.geopotential number by the normal gravity value computed on the
 AY0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0352.degrees latitude (g = 980.6199 gals.).
 AY0352
 AY0352.The modeled gravity was interpolated from observed gravity values.
 AY0352
 AY0352;                    North         East    Units  Estimated Accuracy
 AY0352;SPC TXSC     - 4,175,920.      662,020.      MT  (+/- 180 meters Scaled)
 AY0352
 AY0352                          SUPERSEDED SURVEY CONTROL
 AY0352
 AY0352  NGVD 29 (??/??/92)  206.824  (m)          678.56   (f) ADJ UNCH    1 2
 AY0352
 AY0352.Superseded values are not recommended for survey control.
 AY0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0352.See file dsdata.txt to determine how the superseded data were derived.
 AY0352
 AY0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT620545(NAD 83)
 AY0352_MARKER: DB = BENCH MARK DISK
 AY0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0352_STAMPING: Z 1002 1953
 AY0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0352+STABILITY: SURFACE MOTION
 AY0352
 AY0352  HISTORY     - Date     Condition        Report By
 AY0352  HISTORY     - 1953     MONUMENTED       CGS
 AY0352  HISTORY     - 1967     GOOD             USGS
 AY0352  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0352  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0352
 AY0352                          STATION DESCRIPTION
 AY0352
 AY0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0352'4.7 MI NE FROM SAN ANTONIO.
 AY0352'2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH LOOP
 AY0352'13 (W.W. WHITE ROAD) AT SAN ANTONIO, THENCE 1.95 MILES NORTH ALONG
 AY0352'FOSTER ROAD, 21 FEET WEST OF THE CENTER LINE OF FOSTER ROAD, 8 FEET
 AY0352'NORTHWEST OF A POWER POLE, 3 FEET EAST OF A FENCE, 2 FEET SOUTH OF A
 AY0352'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0352'FOOT ABOVE THE GROUND.
 AY0352
 AY0352                          STATION RECOVERY (1967)
 AY0352
 AY0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0352'RECOVERED IN GOOD CONDITION.
 AY0352
 AY0352                          STATION RECOVERY (1988)
 AY0352
 AY0352'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0352'MARK NOT FOUND.
 AY0352
 AY0352                          STATION RECOVERY (1999)
 AY0352
 AY0352'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1056 ***********************************************************************
 AY1056  DESIGNATION -  Z 1003
 AY1056  PID         -  AY1056
 AY1056  STATE/COUNTY-  TX/COMAL
 AY1056  USGS QUAD   -  BERGHEIM (1973)
 AY1056
 AY1056                         *CURRENT SURVEY CONTROL
 AY1056  ___________________________________________________________________
 AY1056* NAD 83(1986)-  29 48 29.     (N)    098 31 04.     (W)     SCALED    
 AY1056* NAVD 88     -       410.234  (meters)    1345.91   (feet)  ADJUSTED  
 AY1056  ___________________________________________________________________
 AY1056  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AY1056  DYNAMIC HT  -         409.641 (meters)    1343.96  (feet)  COMP
 AY1056  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AY1056
 AY1056  VERT ORDER  -  SECOND    CLASS 0
 AY1056
 AY1056.The horizontal coordinates were scaled from a topographic map and have
 AY1056.an estimated accuracy of +/- 6 seconds.
 AY1056
 AY1056.The orthometric height was determined by differential leveling
 AY1056.and adjusted by the National Geodetic Survey in June 1991..
 AY1056
 AY1056.The geoid height was determined by GEOID03.
 AY1056
 AY1056.The dynamic height is computed by dividing the NAVD 88
 AY1056.geopotential number by the normal gravity value computed on the
 AY1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1056.degrees latitude (g = 980.6199 gals.).
 AY1056
 AY1056.The modeled gravity was interpolated from observed gravity values.
 AY1056
 AY1056;                    North         East    Units  Estimated Accuracy
 AY1056;SPC TXSC     - 4,218,950.      646,610.      MT  (+/- 180 meters Scaled)
 AY1056
 AY1056                          SUPERSEDED SURVEY CONTROL
 AY1056
 AY1056  NGVD 29 (??/??/92)  410.131  (m)         1345.57   (f) ADJ UNCH    2 0
 AY1056
 AY1056.Superseded values are not recommended for survey control.
 AY1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1056.See file dsdata.txt to determine how the superseded data were derived.
 AY1056
 AY1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT465976(NAD 83)
 AY1056_MARKER: DB = BENCH MARK DISK
 AY1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1056_STAMPING: Z 1003 1953
 AY1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1056+STABILITY: SURFACE MOTION
 AY1056
 AY1056  HISTORY     - Date     Condition        Report By
 AY1056  HISTORY     - 1953     MONUMENTED       CGS
 AY1056  HISTORY     - 1964     GOOD             USGS
 AY1056  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1056  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY1056  HISTORY     - 19990925 GOOD             USPSQD
 AY1056  HISTORY     - 20060715 GOOD             USPSQD
 AY1056
 AY1056                          STATION DESCRIPTION
 AY1056
 AY1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1056'4.0 MI E FROM BERGHEIM.
 AY1056'4.0 MILES EAST ALONG ST HWY 46 FROM THE POST OFFICE AT BERGHEIM, 48
 AY1056'FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 31 FEET WEST OF THE
 AY1056'CENTER OF A WOODEN GATE, 2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 AY1056'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY1056'FOOT ABOVE THE GROUND.
 AY1056
 AY1056                          STATION RECOVERY (1964)
 AY1056
 AY1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1056'RECOVERED IN GOOD CONDITION.
 AY1056
 AY1056                          STATION RECOVERY (1990)
 AY1056
 AY1056'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1056'MARK NOT FOUND.
 AY1056
 AY1056                          STATION RECOVERY (1993)
 AY1056
 AY1056'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1056'MARK NOT FOUND.
 AY1056
 AY1056                          STATION RECOVERY (1999)
 AY1056
 AY1056'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1056'RECOVERED IN GOOD CONDITION.
 AY1056
 AY1056                          STATION RECOVERY (2006)
 AY1056
 AY1056'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0933 ***********************************************************************
 AY0933  DESIGNATION -  Z 1004
 AY0933  PID         -  AY0933
 AY0933  STATE/COUNTY-  TX/KENDALL
 AY0933  USGS QUAD   -  BOERNE (1982)
 AY0933
 AY0933                         *CURRENT SURVEY CONTROL
 AY0933  ___________________________________________________________________
 AY0933* NAD 83(1986)-  29 46 47.     (N)    098 41 59.     (W)     SCALED    
 AY0933* NAVD 88     -       414.974  (meters)    1361.46   (feet)  ADJUSTED  
 AY0933  ___________________________________________________________________
 AY0933  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AY0933  DYNAMIC HT  -         414.370 (meters)    1359.48  (feet)  COMP
 AY0933  MODELED GRAV-     979,175.3   (mgal)                       NAVD 88
 AY0933
 AY0933  VERT ORDER  -  SECOND    CLASS 0
 AY0933
 AY0933.The horizontal coordinates were scaled from a topographic map and have
 AY0933.an estimated accuracy of +/- 6 seconds.
 AY0933
 AY0933.The orthometric height was determined by differential leveling
 AY0933.and adjusted by the National Geodetic Survey in June 1991..
 AY0933
 AY0933.The geoid height was determined by GEOID03.
 AY0933
 AY0933.The dynamic height is computed by dividing the NAVD 88
 AY0933.geopotential number by the normal gravity value computed on the
 AY0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0933.degrees latitude (g = 980.6199 gals.).
 AY0933
 AY0933.The modeled gravity was interpolated from observed gravity values.
 AY0933
 AY0933;                    North         East    Units  Estimated Accuracy
 AY0933;SPC TXSC     - 4,215,750.      629,030.      MT  (+/- 180 meters Scaled)
 AY0933
 AY0933                          SUPERSEDED SURVEY CONTROL
 AY0933
 AY0933  NGVD 29 (??/??/92)  414.871  (m)         1361.12   (f) ADJ UNCH    2 0
 AY0933
 AY0933.Superseded values are not recommended for survey control.
 AY0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0933.See file dsdata.txt to determine how the superseded data were derived.
 AY0933
 AY0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT290944(NAD 83)
 AY0933_MARKER: DB = BENCH MARK DISK
 AY0933_SETTING: 66 = SET IN ROCK OUTCROP
 AY0933_SP_SET: ROCK CUT
 AY0933_STAMPING: Z 1004 1953
 AY0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0933+STABILITY: POSITION/ELEVATION WELL
 AY0933
 AY0933  HISTORY     - Date     Condition        Report By
 AY0933  HISTORY     - 1953     MONUMENTED       CGS
 AY0933  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0933  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY0933
 AY0933                          STATION DESCRIPTION
 AY0933
 AY0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0933'1.5 MI SE FROM BOERNE.
 AY0933'1.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0933'STATION AT BOERNE, 2 1/2 POLES SOUTHEAST OF MILEPOST 268, 30 FEET
 AY0933'NORTH OF THE EAST CORNER OF TRESTLE 267.90, 15 FEET WEST OF A FENCE
 AY0933'CORNER, 33 FEET NORTHEAST OF THE NORTHEAST RAIL, FLUSH WITH THE
 AY0933'GROUND, ON THE SOUTHEAST BANK OF A CREEK, SET IN THE TOP OF A FLAT
 AY0933'ROCK.
 AY0933
 AY0933                          STATION RECOVERY (1982)
 AY0933
 AY0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0933'NOT SEARCHED FOR, RAILROAD TRACKS HAVE BEEN REMOVED, LOCKED GATES,
 AY0933'AND IS INACCESSIBLE.  LEVEL LINE REROUTED.
 AY0933
 AY0933                          STATION RECOVERY (1994)
 AY0933
 AY0933'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1328 ***********************************************************************
 AW1328  DESIGNATION -  Z 1005
 AW1328  PID         -  AW1328
 AW1328  STATE/COUNTY-  TX/GALVESTON
 AW1328  USGS QUAD   -  TEXAS CITY (1994)
 AW1328
 AW1328                         *CURRENT SURVEY CONTROL
 AW1328  ___________________________________________________________________
 AW1328* NAD 83(1986)-  29 27 51.     (N)    094 56 53.     (W)     SCALED    
 AW1328* NAVD 88     -         2.30   (+/-2cm)       7.5    (feet)  VERTCON   
 AW1328  ___________________________________________________________________
 AW1328  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW1328
 AW1328  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1328
 AW1328.The horizontal coordinates were scaled from a topographic map and have
 AW1328.an estimated accuracy of +/- 6 seconds.
 AW1328
 AW1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1328.The vertical order pertains to the NGVD 29 superseded value.
 AW1328
 AW1328.The geoid height was determined by GEOID03.
 AW1328
 AW1328;                    North         East    Units  Estimated Accuracy
 AW1328;SPC TXSC     - 4,187,550.      992,910.      MT  (+/- 180 meters Scaled)
 AW1328
 AW1328                          SUPERSEDED SURVEY CONTROL
 AW1328
 AW1328  NGVD 29 (??/??/92)    2.300  (m)            7.55   (f) ADJ UNCH    1 2
 AW1328
 AW1328.Superseded values are not recommended for survey control.
 AW1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1328.See file dsdata.txt to determine how the superseded data were derived.
 AW1328
 AW1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN110609(NAD 83)
 AW1328_MARKER: DB = BENCH MARK DISK
 AW1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1328_STAMPING: Z 1005 1953
 AW1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1328+STABILITY: SURFACE MOTION
 AW1328
 AW1328  HISTORY     - Date     Condition        Report By
 AW1328  HISTORY     - 1953     MONUMENTED       CGS
 AW1328  HISTORY     - 1973     GOOD             NGS
 AW1328  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1328  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1328  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW1328
 AW1328                          STATION DESCRIPTION
 AW1328
 AW1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1328'8.75 MI SE FROM KEMAH.
 AW1328'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 AW1328'KEMAH, THENCE 1.5 MILES EAST ALONG A GRAVELED ROAD ALONG A LEVEE,
 AW1328'THENCE 0.25 MILE NORTH TO THE SOUTHWEST BANK OF THE DICKINSON BAY, 0.2
 AW1328'MILE NORTH OF A FENCE LINE, 132.0 FEET NORTHEAST OF A WOODEN POST
 AW1328'BEARING A WITH NO H 15 SIGN, 53.0 FEET SOUTHWEST OF THE SOUTHWEST BANK
 AW1328'OF THE BAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 AW1328'ABOVE THE GROUND.
 AW1328
 AW1328                          STATION RECOVERY (1978)
 AW1328
 AW1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1328'NOT RECOVERED.
 AW1328
 AW1328                          STATION RECOVERY (1994)
 AW1328
 AW1328'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1328'MARK NOT FOUND.
 AW1328
 AW1328                          STATION RECOVERY (2004)
 AW1328
 AW1328'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1854 ***********************************************************************
 AW1854  DESIGNATION -  Z 1007
 AW1854  PID         -  AW1854
 AW1854  STATE/COUNTY-  TX/HARRIS
 AW1854  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1854
 AW1854                         *CURRENT SURVEY CONTROL
 AW1854  ___________________________________________________________________
 AW1854* NAD 83(1986)-  29 50 46.     (N)    095 31 54.     (W)     SCALED    
 AW1854* NAVD 88     -        28.87   (+/-2cm)      94.7    (feet)  VERTCON   
 AW1854  ___________________________________________________________________
 AW1854  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW1854
 AW1854  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1854
 AW1854.The horizontal coordinates were scaled from a topographic map and have
 AW1854.an estimated accuracy of +/- 6 seconds.
 AW1854
 AW1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1854.The vertical order pertains to the NGVD 29 superseded value.
 AW1854
 AW1854.The geoid height was determined by GEOID03.
 AW1854
 AW1854;                    North         East    Units  Estimated Accuracy
 AW1854;SPC TXSC     - 4,228,040.      935,080.      MT  (+/- 180 meters Scaled)
 AW1854
 AW1854                          SUPERSEDED SURVEY CONTROL
 AW1854
 AW1854  NGVD 29 (??/??/92)   28.865  (m)           94.70   (f) ADJ UNCH    2 0
 AW1854
 AW1854.Superseded values are not recommended for survey control.
 AW1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1854.See file dsdata.txt to determine how the superseded data were derived.
 AW1854
 AW1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP554044(NAD 83)
 AW1854_MARKER: DB = BENCH MARK DISK
 AW1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1854_STAMPING: Z 1007 1954
 AW1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1854+STABILITY: SURFACE MOTION
 AW1854
 AW1854  HISTORY     - Date     Condition        Report By
 AW1854  HISTORY     - 1954     MONUMENTED       CGS
 AW1854  HISTORY     - 1973     GOOD             NGS
 AW1854  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1854  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1854  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW1854
 AW1854                          STATION DESCRIPTION
 AW1854
 AW1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1854'1.05 MI SE FROM FAIRBANKS.
 AW1854'ABOUT 0.6 MILE SOUTHEAST ALONG US HIGHWAY 290 FROM HEMPSTEAD RD. FROM
 AW1854'THE POST OFFICE AT FAIRBANKS, THENCE 0.45 MILE SOUTH ALONG CAMPBELL
 AW1854'RD., 77 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 53 FEET
 AW1854'SOUTH-SOUTHWEST OF THE CENTER LINE OF A CURVE IN CAMPBELL RD., 32 FEET
 AW1854'SOUTHWEST OF A FIRE HYDRANT, 21.2 FEET SOUTHEAST OF A POWER POLE, 1.5
 AW1854'FEET NORTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 AW1854'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 AW1854
 AW1854                          STATION RECOVERY (1978)
 AW1854
 AW1854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1854'NOT RECOVERED.  NOTE=THE HOUSE IS NOW GONE AND THE MARK COULD NOT BE
 AW1854'FOUND.
 AW1854
 AW1854                          STATION RECOVERY (1987)
 AW1854
 AW1854'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1854'MARK NOT FOUND.
 AW1854
 AW1854                          STATION RECOVERY (1994)
 AW1854
 AW1854'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1812 ***********************************************************************
 AW1812  DESIGNATION -  Z 1008 RESET
 AW1812  PID         -  AW1812
 AW1812  STATE/COUNTY-  TX/HARRIS
 AW1812  USGS QUAD   -  CYPRESS (1995)
 AW1812
 AW1812                         *CURRENT SURVEY CONTROL
 AW1812  ___________________________________________________________________
 AW1812* NAD 83(1986)-  29 55 21.     (N)    095 37 53.     (W)     SCALED    
 AW1812* NAVD 88     -        39.982  (meters)     131.17   (feet)  ADJUSTED  
 AW1812  ___________________________________________________________________
 AW1812  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1812  DYNAMIC HT  -          39.928 (meters)     131.00  (feet)  COMP
 AW1812  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AW1812
 AW1812  VERT ORDER  -  FIRST     CLASS II
 AW1812
 AW1812.The horizontal coordinates were scaled from a topographic map and have
 AW1812.an estimated accuracy of +/- 6 seconds.
 AW1812
 AW1812.The orthometric height was determined by differential leveling
 AW1812.and adjusted by the National Geodetic Survey in June 1991..
 AW1812
 AW1812.The geoid height was determined by GEOID03.
 AW1812
 AW1812.The dynamic height is computed by dividing the NAVD 88
 AW1812.geopotential number by the normal gravity value computed on the
 AW1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1812.degrees latitude (g = 980.6199 gals.).
 AW1812
 AW1812.The modeled gravity was interpolated from observed gravity values.
 AW1812
 AW1812;                    North         East    Units  Estimated Accuracy
 AW1812;SPC TXSC     - 4,236,220.      925,210.      MT  (+/- 180 meters Scaled)
 AW1812
 AW1812                          SUPERSEDED SURVEY CONTROL
 AW1812
 AW1812  NGVD 29 (12/23/87)   39.976  (m)          131.15   (f) ADJUSTED    1 2
 AW1812
 AW1812.Superseded values are not recommended for survey control.
 AW1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1812.See file dsdata.txt to determine how the superseded data were derived.
 AW1812
 AW1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP459131(NAD 83)
 AW1812_MARKER: DB = BENCH MARK DISK
 AW1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1812_SP_SET: CONCRETE POST
 AW1812_STAMPING: Z 1008 RESET 1963
 AW1812_MARK LOGO: CGS   
 AW1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1812+STABILITY: SURFACE MOTION
 AW1812
 AW1812  HISTORY     - Date     Condition        Report By
 AW1812  HISTORY     - 1963     MONUMENTED       CGS
 AW1812  HISTORY     - 1973     GOOD             NGS
 AW1812  HISTORY     - 1978     GOOD             NGS
 AW1812  HISTORY     - 1986     GOOD             NGS
 AW1812  HISTORY     - 20040715 GOOD             USPSQD
 AW1812
 AW1812                          STATION DESCRIPTION
 AW1812
 AW1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1812'5.25 MI SE FROM CYPRESS.
 AW1812'ABOUT 5.25 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1812'AT CYPRESS, 141 FEET SOUTHWEST OF AND ACROSS FROM THE SOUTHERN PACIFIC
 AW1812'RAILROAD FROM THE CENTER LINE OF US HIGHWAY 290, 46 FEET SOUTHWEST OF
 AW1812'THE SOUTHWEST RAIL, 49.5 FEET SOUTHEAST OF THE 5TH POLE SOUTHEAST OF
 AW1812'UNIPOST 21, 1 FOOT NORTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A METAL
 AW1812'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 AW1812'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1812
 AW1812                          STATION RECOVERY (1978)
 AW1812
 AW1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1812'RECOVERED IN GOOD CONDITION.
 AW1812
 AW1812                          STATION RECOVERY (1986)
 AW1812
 AW1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1812'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.9 KM (4.3 MI)
 AW1812'SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 AW1812'SPRING-CYPRESS ROAD IN CYPRESS, THENCE 1.7 KM (1.05 MI) SOUTHEASTERLY
 AW1812'ALONG THE SOUTHERN PACIFIC RAILROAD.
 AW1812
 AW1812                          STATION RECOVERY (2004)
 AW1812
 AW1812'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1282 ***********************************************************************
 BL1282  DESIGNATION -  Z 1009
 BL1282  PID         -  BL1282
 BL1282  STATE/COUNTY-  TX/HARRIS
 BL1282  USGS QUAD   -  SPRING (1982)
 BL1282
 BL1282                         *CURRENT SURVEY CONTROL
 BL1282  ___________________________________________________________________
 BL1282* NAD 83(1986)-  30 05 41.     (N)    095 29 46.     (W)     SCALED    
 BL1282* NAVD 88     -        43.58   (+/-2cm)     143.0    (feet)  VERTCON   
 BL1282  ___________________________________________________________________
 BL1282  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1282
 BL1282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1282
 BL1282.The horizontal coordinates were scaled from a topographic map and have
 BL1282.an estimated accuracy of +/- 6 seconds.
 BL1282
 BL1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1282.The vertical order pertains to the NGVD 29 superseded value.
 BL1282
 BL1282.The geoid height was determined by GEOID03.
 BL1282
 BL1282;                    North         East    Units  Estimated Accuracy
 BL1282;SPC TXSC     - 4,255,690.      937,690.      MT  (+/- 180 meters Scaled)
 BL1282
 BL1282                          SUPERSEDED SURVEY CONTROL
 BL1282
 BL1282  NGVD 29 (??/??/92)   43.580  (m)          142.98   (f) ADJ UNCH    2 0
 BL1282
 BL1282.Superseded values are not recommended for survey control.
 BL1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1282.See file dsdata.txt to determine how the superseded data were derived.
 BL1282
 BL1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP594319(NAD 83)
 BL1282_MARKER: DB = BENCH MARK DISK
 BL1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1282_STAMPING: Z 1009 1954
 BL1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1282+STABILITY: SURFACE MOTION
 BL1282
 BL1282  HISTORY     - Date     Condition        Report By
 BL1282  HISTORY     - 1954     MONUMENTED       CGS
 BL1282  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1282
 BL1282                          STATION DESCRIPTION
 BL1282
 BL1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1282'4.9 MI W FROM SPRING.
 BL1282'4.9 MILES WEST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BL1282'FROM THE STATION AT SPRING, 2 POLES EAST OF MILEPOST 5, AT A PRIVATE
 BL1282'ROAD CROSSING, 32 FEET SOUTH OF THE SOUTH RAIL, 17 FEET WEST OF THE
 BL1282'CENTER LINE OF A ROAD, 12 FEET EAST OF A TELEPHONE POLE, 16 FEET NORTH
 BL1282'OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 2.3 FEET NORTH OF A WITNESS
 BL1282'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BL1282'THE GROUND.
 BL1282
 BL1282                          STATION RECOVERY (1995)
 BL1282
 BL1282'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0093 ***********************************************************************
 BL0093  DESIGNATION -  Z 101
 BL0093  PID         -  BL0093
 BL0093  STATE/COUNTY-  TX/JASPER
 BL0093  USGS QUAD   -  JASPER WEST (1984)
 BL0093
 BL0093                         *CURRENT SURVEY CONTROL
 BL0093  ___________________________________________________________________
 BL0093* NAD 83(1986)-  30 59 59.     (N)    094 02 53.     (W)     SCALED    
 BL0093* NAVD 88     -       109.42   (+/-2cm)     359.0    (feet)  VERTCON   
 BL0093  ___________________________________________________________________
 BL0093  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BL0093
 BL0093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0093
 BL0093.The horizontal coordinates were scaled from a topographic map and have
 BL0093.an estimated accuracy of +/- 6 seconds.
 BL0093
 BL0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0093.The vertical order pertains to the NGVD 29 superseded value.
 BL0093
 BL0093.The geoid height was determined by GEOID03.
 BL0093
 BL0093;                    North         East    Units  Estimated Accuracy
 BL0093;SPC TX C     - 3,164,730.    1,299,880.      MT  (+/- 180 meters Scaled)
 BL0093
 BL0093                          SUPERSEDED SURVEY CONTROL
 BL0093
 BL0093  NGVD 29 (??/??/92)  109.418  (m)          358.98   (f) ADJ UNCH    2 0
 BL0093
 BL0093.Superseded values are not recommended for survey control.
 BL0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0093.See file dsdata.txt to determine how the superseded data were derived.
 BL0093
 BL0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ999300(NAD 83)
 BL0093_MARKER: DB = BENCH MARK DISK
 BL0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0093_STAMPING: Z 101 1952
 BL0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0093+STABILITY: SURFACE MOTION
 BL0093
 BL0093  HISTORY     - Date     Condition        Report By
 BL0093  HISTORY     - 1952     MONUMENTED       CGS
 BL0093  HISTORY     - 1978     GOOD             USGS
 BL0093
 BL0093                          STATION DESCRIPTION
 BL0093
 BL0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0093'13.65 MI NW FROM JASPER.
 BL0093'3 BLOCKS EAST ALONG U.S. HIGHWAY 190 FROM THE COURTHOUSE AT JASPER,
 BL0093'THENCE 7.7 MILES NORTH ALONG U.S. HIGHWAY 96, 1.05 MILES SOUTHWEST
 BL0093'ALONG A GRADED DIRT ROAD, THENCE 0.15 MILE NORTH ALONG A GRADED DIRT
 BL0093'ROAD, THENCE 0.7 MILE SOUTHWEST ALONG A WINDING SANDY ROAD, THENCE 0.2
 BL0093'MILE WEST ALONG A WOODS ROAD, THENCE 0.25 MILE SOUTH ALONG A WOODS
 BL0093'ROAD, THENCE 0.25 MILE WEST ALONG AN ABANDONED GRADED ROAD, THENCE 0.5
 BL0093'MILE SOUTH ALONG A SANDY WOODS ROAD, THENCE 2.85 MILES SOUTHWEST ALONG
 BL0093'AN OLD TRAM ROAD, AT A JUNCTION WITH A DIM WOODS ROAD LEADING
 BL0093'NORTHWEST, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE WOODS ROAD, 57
 BL0093'FEET NORTHWEST OF THE CENTER LINE OF THE TRAM ROAD, 31.8 FEET
 BL0093'SOUTHWEST OF A 10 INCH TRIANGULAR BLAZED FORKED PINE TREE, 1.4 FEET
 BL0093'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0093'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL0093
 BL0093                          STATION RECOVERY (1978)
 BL0093
 BL0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0093'5.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE INTERSECTION OF
 BL0093'U.S. HIGHWAY 190 ON THE SOUTHWEST SIDE OF JASPER, THENCE 0.7 MILE
 BL0093'NORTH ON FARM ROAD 254 TO THE GRAHAM CHURCH, THENCE 2.6 MILES NORTH
 BL0093'ALONG COUNTY ROAD, THENCE 0.5 MILE EAST ALONG SAME COUNTY ROAD TO A
 BL0093'ROAD FORK NORTHEAST, THENCE NORTHEAST 0.2 MILE TO A GATE, (BEEF CREEK
 BL0093'HUNTING CLUB LOCK, AND TEMPLE-EASTEX TREE FARM LOCK) THENCE NORTHEAST
 BL0093'0.4 MILE ALONG SAME ROAD, THROUGH SAND PIT AREA TO A 5 ROAD
 BL0093'INTERSECTION, THENCE RIGHT ALONG (SANDY) OLD MAINLINE ROAD SOUTHEAST,
 BL0093'AND NORTHEAST, 1.5 MILES TO A SINGLE POLE WOOD POLE POWER LINE
 BL0093'CROSSING IN AN APPROXIMATELY 100 FEET WIDE CLEARED RIGHT-OF-WAY. 110
 BL0093'FEET SOUTHWEST OF THE CENTER OF THE POWER LINE, 57 FEET NORTHWEST AND
 BL0093'7 FEET HIGHER THAN THE CENTERLINE OF THE MAINLINE ROAD, ABOUT 55 FEET
 BL0093'SOUTHWEST OF A ROAD AT THE SOUTHWEST SIDE OF THE POWER LINE
 BL0093'RIGHT-OF-WAY, 1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF
 BL0093'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2532 ***********************************************************************
 AW2532  DESIGNATION -  Z 1011
 AW2532  PID         -  AW2532
 AW2532  STATE/COUNTY-  TX/CHAMBERS
 AW2532  USGS QUAD   -  STOWELL (1993)
 AW2532
 AW2532                         *CURRENT SURVEY CONTROL
 AW2532  ___________________________________________________________________
 AW2532* NAD 83(1986)-  29 47 33.     (N)    094 25 24.     (W)     SCALED    
 AW2532* NAVD 88     -         8.77   (+/-2cm)      28.8    (feet)  VERTCON   
 AW2532  ___________________________________________________________________
 AW2532  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2532
 AW2532  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2532
 AW2532.The horizontal coordinates were scaled from a topographic map and have
 AW2532.an estimated accuracy of +/- 6 seconds.
 AW2532
 AW2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2532.The vertical order pertains to the NGVD 29 superseded value.
 AW2532
 AW2532.The geoid height was determined by GEOID03.
 AW2532
 AW2532;                    North         East    Units  Estimated Accuracy
 AW2532;SPC TXSC     - 4,225,790.    1,042,340.      MT  (+/- 180 meters Scaled)
 AW2532
 AW2532                          SUPERSEDED SURVEY CONTROL
 AW2532
 AW2532  NGVD 29 (??/??/92)    8.771  (m)           28.78   (f) ADJ UNCH    1 2
 AW2532
 AW2532.Superseded values are not recommended for survey control.
 AW2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2532.See file dsdata.txt to determine how the superseded data were derived.
 AW2532
 AW2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN624966(NAD 83)
 AW2532_MARKER: DB = BENCH MARK DISK
 AW2532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2532_SP_SET: BRIDGE
 AW2532_STAMPING: Z 1011 1953
 AW2532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2532+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2532
 AW2532  HISTORY     - Date     Condition        Report By
 AW2532  HISTORY     - 1953     MONUMENTED       CGS
 AW2532  HISTORY     - 1959     GOOD             NGS
 AW2532  HISTORY     - 19950803 MARK NOT FOUND   USPSQD
 AW2532  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 AW2532  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2532  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 AW2532  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2532  HISTORY     - 20060120 GOOD             USPSQD
 AW2532
 AW2532                          STATION DESCRIPTION
 AW2532
 AW2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2532'2.55 MI W FROM STOWELL.
 AW2532'0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2532'STOWELL, THENCE 2.45 MILES WEST ALONG STATE HIGHWAY 73 T, 12 FEET
 AW2532'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST
 AW2532'END OF THE SOUTH GUARD RAIL OF A 116 FOOT CONCRETE BRIDGE OVER SPINDLE
 AW2532'TOP BAYOU.
 AW2532
 AW2532                          STATION RECOVERY (1959)
 AW2532
 AW2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2532'RECOVERED IN GOOD CONDITION.
 AW2532
 AW2532                          STATION RECOVERY (1995)
 AW2532
 AW2532'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2532'MARK NOT FOUND.
 AW2532
 AW2532                          STATION RECOVERY (1996)
 AW2532
 AW2532'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2532'MARK NOT FOUND.
 AW2532
 AW2532                          STATION RECOVERY (2001)
 AW2532
 AW2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2532'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2532
 AW2532                          STATION RECOVERY (2003)
 AW2532
 AW2532'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2532'MARK NOT FOUND.
 AW2532
 AW2532                          STATION RECOVERY (2004)
 AW2532
 AW2532'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2532'MARK NOT FOUND.
 AW2532
 AW2532                          STATION RECOVERY (2006)
 AW2532
 AW2532'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2532'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0744 ***********************************************************************
 AW0744  DESIGNATION -  Z 1013
 AW0744  PID         -  AW0744
 AW0744  STATE/COUNTY-  TX/CHAMBERS
 AW0744  USGS QUAD   -  COVE (1993)
 AW0744
 AW0744                         *CURRENT SURVEY CONTROL
 AW0744  ___________________________________________________________________
 AW0744* NAD 83(1986)-  29 51 13.     (N)    094 48 53.     (W)     SCALED    
 AW0744* NAVD 88     -         9.74   (+/-2cm)      32.0    (feet)  VERTCON   
 AW0744  ___________________________________________________________________
 AW0744  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW0744
 AW0744  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0744
 AW0744.The horizontal coordinates were scaled from a topographic map and have
 AW0744.an estimated accuracy of +/- 6 seconds.
 AW0744
 AW0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0744.The vertical order pertains to the NGVD 29 superseded value.
 AW0744
 AW0744.The geoid height was determined by GEOID03.
 AW0744
 AW0744;                    North         East    Units  Estimated Accuracy
 AW0744;SPC TXSC     - 4,231,140.    1,004,290.      MT  (+/- 180 meters Scaled)
 AW0744
 AW0744                          SUPERSEDED SURVEY CONTROL
 AW0744
 AW0744  NGVD 29 (??/??/92)    9.739  (m)           31.95   (f) ADJ UNCH    1 2
 AW0744
 AW0744.Superseded values are not recommended for survey control.
 AW0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0744.See file dsdata.txt to determine how the superseded data were derived.
 AW0744
 AW0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP247039(NAD 83)
 AW0744_MARKER: DB = BENCH MARK DISK
 AW0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0744_STAMPING: Z 1013 1953
 AW0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0744+STABILITY: SURFACE MOTION
 AW0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0744+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW0744
 AW0744  HISTORY     - Date     Condition        Report By
 AW0744  HISTORY     - 1953     MONUMENTED       CGS
 AW0744  HISTORY     - 1963     GOOD             NGS
 AW0744  HISTORY     - 1978     GOOD             NGS
 AW0744  HISTORY     - 19890426 MARK NOT FOUND   USPSQD
 AW0744  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0744  HISTORY     - 19960921 GOOD             USPSQD
 AW0744  HISTORY     - 20010331 GOOD             NGS
 AW0744  HISTORY     - 20031231 GOOD             USPSQD
 AW0744  HISTORY     - 20050206 GOOD             USPSQD
 AW0744
 AW0744                          STATION DESCRIPTION
 AW0744
 AW0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0744'1.85 MI NW FROM COVE.
 AW0744'ABOUT 1.85 MILES NORTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW0744'HIGHWAY 10 OVERPASS AT COVE, 74 FEET SOUTHWEST OF THE CENTER LINE OF
 AW0744'THE ROAD, 115 FEET WEST-NORTHWEST OF A POWER POLE, WEST OF A CONCRETE
 AW0744'F.A.P. MARKER NUMBERED 330-25, 3.8 FEET SOUTHEAST OF THE EAST CORNER
 AW0744'OF A CHURCH, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW0744'GROUND.
 AW0744
 AW0744                          STATION RECOVERY (1978)
 AW0744
 AW0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0744'RECOVERED IN GOOD CONDITION.
 AW0744
 AW0744                          STATION RECOVERY (1989)
 AW0744
 AW0744'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW0744'MARK NOT FOUND.
 AW0744
 AW0744                          STATION RECOVERY (1990)
 AW0744
 AW0744'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW0744'MARK NOT FOUND.
 AW0744
 AW0744                          STATION RECOVERY (1996)
 AW0744
 AW0744'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0744'RECOVERED IN GOOD CONDITION.
 AW0744
 AW0744                          STATION RECOVERY (2001)
 AW0744
 AW0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0744'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0744
 AW0744                          STATION RECOVERY (2003)
 AW0744
 AW0744'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0744'RECOVERED IN GOOD CONDITION.
 AW0744
 AW0744                          STATION RECOVERY (2005)
 AW0744
 AW0744'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0431 ***********************************************************************
 AV0431  DESIGNATION -  Z 1014
 AV0431  PID         -  AV0431
 AV0431  STATE/COUNTY-  TX/JEFFERSON
 AV0431  USGS QUAD   -  SABINE PASS (1993)
 AV0431
 AV0431                         *CURRENT SURVEY CONTROL
 AV0431  ___________________________________________________________________
 AV0431* NAD 83(1986)-  29 41 20.     (N)    093 59 19.     (W)     SCALED    
 AV0431* NAVD 88     -         1.40   (+/-2cm)       4.6    (feet)  VERTCON   
 AV0431  ___________________________________________________________________
 AV0431  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AV0431
 AV0431  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0431
 AV0431.The horizontal coordinates were scaled from a topographic map and have
 AV0431.an estimated accuracy of +/- 6 seconds.
 AV0431
 AV0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0431.The vertical order pertains to the NGVD 29 superseded value.
 AV0431
 AV0431.The geoid height was determined by GEOID03.
 AV0431
 AV0431;                    North         East    Units  Estimated Accuracy
 AV0431;SPC TXSC     - 4,216,040.    1,084,830.      MT  (+/- 180 meters Scaled)
 AV0431
 AV0431                          SUPERSEDED SURVEY CONTROL
 AV0431
 AV0431  NGVD 29 (??/??/??)    1.396  (m)            4.58   (f) ADJUSTED    1 2
 AV0431
 AV0431.Superseded values are not recommended for survey control.
 AV0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0431.See file dsdata.txt to determine how the superseded data were derived.
 AV0431
 AV0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN043847(NAD 83)
 AV0431_MARKER: DB = BENCH MARK DISK
 AV0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0431_STAMPING: Z 1014 1953
 AV0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0431+STABILITY: SURFACE MOTION
 AV0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0431+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 AV0431
 AV0431  HISTORY     - Date     Condition        Report By
 AV0431  HISTORY     - 1953     MONUMENTED       CGS
 AV0431  HISTORY     - 1958     GOOD             CGS
 AV0431  HISTORY     - 1963     GOOD             CGS
 AV0431  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0431  HISTORY     - 19880921 MARK NOT FOUND   USPSQD
 AV0431  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0431  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0431  HISTORY     - 19930202 GOOD             USPSQD
 AV0431  HISTORY     - 19950401 GOOD             USPSQD
 AV0431  HISTORY     - 19991023 GOOD             USPSQD
 AV0431  HISTORY     - 20010331 GOOD             NGS
 AV0431  HISTORY     - 20010331 GOOD             NGS
 AV0431  HISTORY     - 20031002 GOOD             USPSQD
 AV0431
 AV0431                          STATION DESCRIPTION
 AV0431
 AV0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0431'6.7 MI SW FROM SABINE PASS.
 AV0431'ABOUT 6.7 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AV0431'MONUMENT AT SABINE PASS, 48 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 AV0431'THE HIGHWAY, 2 FEET NORTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A METAL
 AV0431'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 AV0431'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AV0431
 AV0431                          STATION RECOVERY (1963)
 AV0431
 AV0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 AV0431'RECOVERED IN GOOD CONDITION.
 AV0431
 AV0431                          STATION RECOVERY (1987)
 AV0431
 AV0431'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0431'MARK NOT FOUND.
 AV0431
 AV0431                          STATION RECOVERY (1988)
 AV0431
 AV0431'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AV0431'MARK NOT FOUND.
 AV0431
 AV0431                          STATION RECOVERY (1989)
 AV0431
 AV0431'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0431'MARK NOT FOUND.
 AV0431
 AV0431                          STATION RECOVERY (1989)
 AV0431
 AV0431'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AV0431'MARK NOT FOUND.
 AV0431
 AV0431                          STATION RECOVERY (1993)
 AV0431
 AV0431'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0431'RECOVERED IN GOOD CONDITION.
 AV0431
 AV0431                          STATION RECOVERY (1995)
 AV0431
 AV0431'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0431'RECOVERED IN GOOD CONDITION.
 AV0431
 AV0431                          STATION RECOVERY (1999)
 AV0431
 AV0431'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0431'RECOVERED IN GOOD CONDITION.
 AV0431
 AV0431                          STATION RECOVERY (2001)
 AV0431
 AV0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0431'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0431
 AV0431                          STATION RECOVERY (2001)
 AV0431
 AV0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0431'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0431
 AV0431                          STATION RECOVERY (2003)
 AV0431
 AV0431'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2413 ***********************************************************************
 AW2413  DESIGNATION -  Z 1015
 AW2413  PID         -  AW2413
 AW2413  STATE/COUNTY-  TX/CHAMBERS
 AW2413  USGS QUAD   -  STOWELL (1993)
 AW2413
 AW2413                         *CURRENT SURVEY CONTROL
 AW2413  ___________________________________________________________________
 AW2413* NAD 83(1986)-  29 49 14.     (N)    094 23 01.     (W)     SCALED    
 AW2413* NAVD 88     -         7.88   (+/-2cm)      25.9    (feet)  VERTCON   
 AW2413  ___________________________________________________________________
 AW2413  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2413
 AW2413  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2413
 AW2413.The horizontal coordinates were scaled from a topographic map and have
 AW2413.an estimated accuracy of +/- 6 seconds.
 AW2413
 AW2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2413.The vertical order pertains to the NGVD 29 superseded value.
 AW2413
 AW2413.The geoid height was determined by GEOID03.
 AW2413
 AW2413;                    North         East    Units  Estimated Accuracy
 AW2413;SPC TXSC     - 4,229,040.    1,046,060.      MT  (+/- 180 meters Scaled)
 AW2413
 AW2413                          SUPERSEDED SURVEY CONTROL
 AW2413
 AW2413  NGVD 29 (??/??/92)    7.880  (m)           25.85   (f) ADJ UNCH    1 2
 AW2413
 AW2413.Superseded values are not recommended for survey control.
 AW2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2413.See file dsdata.txt to determine how the superseded data were derived.
 AW2413
 AW2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN663997(NAD 83)
 AW2413_MARKER: DB = BENCH MARK DISK
 AW2413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2413_SP_SET: CULVERT
 AW2413_STAMPING: Z 1015 1953
 AW2413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2413
 AW2413  HISTORY     - Date     Condition        Report By
 AW2413  HISTORY     - 1953     MONUMENTED       CGS
 AW2413  HISTORY     - 1958     GOOD             NGS
 AW2413  HISTORY     - 1962     MARK NOT FOUND   USGS
 AW2413  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 AW2413  HISTORY     - 19980202 GOOD             USPSQD
 AW2413  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2413  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 AW2413  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2413  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2413
 AW2413                          STATION DESCRIPTION
 AW2413
 AW2413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2413'0.3 MI W FROM WINNIE.
 AW2413'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 124 FROM THE GULF, COLORADO
 AW2413'AND SANTA FE RAILROAD STATION AT WINNIE, ABOUT 250 FEET NORTH OF THE
 AW2413'SOUTHWEST END OF A CURVE IN THE HIGHWAY, 25 FEET NORTHWEST OF THE
 AW2413'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTHWEST END OF THE
 AW2413'NORTHWEST HEAD WALL OF A CULVERT UNDER THE HIGHWAY, 19 FEET EAST OF
 AW2413'THE CENTER LINE OF A SURFACED ROAD LEADING NORTH, ABOUT 1 FOOT BELOW
 AW2413'THE LEVEL OF THE HIGHWAY.
 AW2413
 AW2413                          STATION RECOVERY (1962)
 AW2413
 AW2413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AW2413'MARK NOT FOUND.
 AW2413
 AW2413                          STATION RECOVERY (1996)
 AW2413
 AW2413'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2413'MARK NOT FOUND.
 AW2413
 AW2413                          STATION RECOVERY (1998)
 AW2413
 AW2413'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2413'RECOVERED IN GOOD CONDITION.
 AW2413
 AW2413                          STATION RECOVERY (2001)
 AW2413
 AW2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2413'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2413
 AW2413                          STATION RECOVERY (2003)
 AW2413
 AW2413'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2413'MARK NOT FOUND.
 AW2413
 AW2413                          STATION RECOVERY (2004)
 AW2413
 AW2413'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2413'MARK NOT FOUND.
 AW2413
 AW2413                          STATION RECOVERY (2005)
 AW2413
 AW2413'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0233 ***********************************************************************
 BL0233  DESIGNATION -  Z 1016 RESET 1963
 BL0233  PID         -  BL0233
 BL0233  STATE/COUNTY-  TX/JEFFERSON
 BL0233  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0233
 BL0233                         *CURRENT SURVEY CONTROL
 BL0233  ___________________________________________________________________
 BL0233* NAD 83(1986)-  30 04 06.     (N)    094 08 15.     (W)     SCALED    
 BL0233* NAVD 88     -         5.717  (meters)      18.76   (feet)  ADJUSTED  
 BL0233  ___________________________________________________________________
 BL0233  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0233  DYNAMIC HT  -           5.710 (meters)      18.73  (feet)  COMP
 BL0233  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 BL0233
 BL0233  VERT ORDER  -  FIRST     CLASS I
 BL0233
 BL0233.The horizontal coordinates were scaled from a topographic map and have
 BL0233.an estimated accuracy of +/- 6 seconds.
 BL0233
 BL0233.The orthometric height was determined by differential leveling
 BL0233.and adjusted by the National Geodetic Survey in June 1991..
 BL0233
 BL0233.The geoid height was determined by GEOID03.
 BL0233
 BL0233.The dynamic height is computed by dividing the NAVD 88
 BL0233.geopotential number by the normal gravity value computed on the
 BL0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0233.degrees latitude (g = 980.6199 gals.).
 BL0233
 BL0233.The modeled gravity was interpolated from observed gravity values.
 BL0233
 BL0233;                    North         East    Units  Estimated Accuracy
 BL0233;SPC TXSC     - 4,257,450.    1,068,680.      MT  (+/- 180 meters Scaled)
 BL0233
 BL0233                          SUPERSEDED SURVEY CONTROL
 BL0233
 BL0233  NGVD 29 (??/??/92)    5.739  (m)           18.83   (f) ADJ UNCH    1 1
 BL0233
 BL0233.Superseded values are not recommended for survey control.
 BL0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0233.See file dsdata.txt to determine how the superseded data were derived.
 BL0233
 BL0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP903269(NAD 83)
 BL0233_MARKER: DB = BENCH MARK DISK
 BL0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0233_SP_SET: BRIDGE
 BL0233_STAMPING: Z 1016 RESET 1963
 BL0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0233+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL0233
 BL0233  HISTORY     - Date     Condition        Report By
 BL0233  HISTORY     - 1963     MONUMENTED       CGS
 BL0233  HISTORY     - 1972     GOOD             NGS
 BL0233  HISTORY     - 1984     GOOD             USPSQD
 BL0233  HISTORY     - 19870815 GOOD             USPSQD
 BL0233  HISTORY     - 1988     GOOD             USPSQD
 BL0233  HISTORY     - 1988     GOOD             USPSQD
 BL0233  HISTORY     - 1989     GOOD             USPSQD
 BL0233  HISTORY     - 19890221 GOOD             USPSQD
 BL0233  HISTORY     - 1990     GOOD             USPSQD
 BL0233  HISTORY     - 1990     GOOD             USPSQD
 BL0233  HISTORY     - 19930202 GOOD             USPSQD
 BL0233  HISTORY     - 19940730 GOOD             USPSQD
 BL0233  HISTORY     - 20010331 GOOD             NGS
 BL0233  HISTORY     - 20020128 GOOD             NGS
 BL0233  HISTORY     - 20040728 GOOD             DEWDAV
 BL0233  HISTORY     - 20060304 GOOD             USPSQD
 BL0233
 BL0233                          STATION DESCRIPTION
 BL0233
 BL0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0233'IN BEAUMONT.
 BL0233'AT BEAUMONT, 0.15 MILE WEST ALONG US HIGHWAY 90 (COLLEGE ST.) FROM THE
 BL0233'INTERSTATE 10 OVERPASS OVER US 90, SET IN THE TOP OF THE WEST END OF
 BL0233'THE NORTH WALKWAY FOR A 100-FOOT CONCRETE BRIDGE ABOVE A DRAINAGE
 BL0233'CANAL, 2.9 FEET NORTH OF THE NORTH CURB LINE OF THE HIGHWAY AND .6
 BL0233'FOOT EAST OF THE WEST END OF THE WALKWAY AND ABOUT .5 FOOT ABOVE THE
 BL0233'LEVEL OF THE HIGHWAY.
 BL0233
 BL0233                          STATION RECOVERY (1984)
 BL0233
 BL0233'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0233'RECOVERED IN GOOD CONDITION.
 BL0233
 BL0233                          STATION RECOVERY (1987)
 BL0233
 BL0233'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0233'RECOVERED IN GOOD CONDITION.
 BL0233
 BL0233                          STATION RECOVERY (1988)
 BL0233
 BL0233'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0233'RECOVERED IN GOOD CONDITION.
 BL0233
 BL0233                          STATION RECOVERY (1988)
 BL0233
 BL0233'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 BL0233'RECOVERED IN GOOD CONDITION.
 BL0233
 BL0233                          STATION RECOVERY (1989)
 BL0233
 BL0233'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0233'RECOVERED IN GOOD CONDITION.
 BL0233
 BL0233                          STATION RECOVERY (1989)
 BL0233
 BL0233'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0233'RECOVERED IN GOOD CONDITION.
 BL0233
 BL0233                          STATION RECOVERY (1990)
 BL0233
 BL0233'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0233'RECOVERED IN GOOD CONDITION.
 BL0233
 BL0233                          STATION RECOVERY (1990)
 BL0233
 BL0233'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0233'RECOVERED IN GOOD CONDITION.
 BL0233
 BL0233                          STATION RECOVERY (1993)
 BL0233
 BL0233'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0233'RECOVERED IN GOOD CONDITION.
 BL0233
 BL0233                          STATION RECOVERY (1994)
 BL0233
 BL0233'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0233'RECOVERED IN GOOD CONDITION.
 BL0233
 BL0233                          STATION RECOVERY (2001)
 BL0233
 BL0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0233
 BL0233                          STATION RECOVERY (2002)
 BL0233
 BL0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0233
 BL0233                          STATION RECOVERY (2004)
 BL0233
 BL0233'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL0233'RECOVERED IN GOOD CONDITION.
 BL0233
 BL0233                          STATION RECOVERY (2006)
 BL0233
 BL0233'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL0233'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2390 ***********************************************************************
 AW2390  DESIGNATION -  Z 1017
 AW2390  PID         -  AW2390
 AW2390  STATE/COUNTY-  TX/JEFFERSON
 AW2390  USGS QUAD   -  FANNETT EAST (1964)
 AW2390
 AW2390                         *CURRENT SURVEY CONTROL
 AW2390  ___________________________________________________________________
 AW2390* NAD 83(1986)-  29 55 46.     (N)    094 14 54.     (W)     SCALED    
 AW2390* NAVD 88     -         6.57   (+/-2cm)      21.6    (feet)  VERTCON   
 AW2390  ___________________________________________________________________
 AW2390  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2390
 AW2390  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2390
 AW2390.The horizontal coordinates were scaled from a topographic map and have
 AW2390.an estimated accuracy of +/- 6 seconds.
 AW2390
 AW2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2390.The vertical order pertains to the NGVD 29 superseded value.
 AW2390
 AW2390.The geoid height was determined by GEOID03.
 AW2390
 AW2390;                    North         East    Units  Estimated Accuracy
 AW2390;SPC TXSC     - 4,241,630.    1,058,630.      MT  (+/- 180 meters Scaled)
 AW2390
 AW2390                          SUPERSEDED SURVEY CONTROL
 AW2390
 AW2390  NGVD 29 (??/??/92)    6.570  (m)           21.56   (f) ADJ UNCH    1 2
 AW2390
 AW2390.Superseded values are not recommended for survey control.
 AW2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2390.See file dsdata.txt to determine how the superseded data were derived.
 AW2390
 AW2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP795116(NAD 83)
 AW2390_MARKER: DB = BENCH MARK DISK
 AW2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2390_STAMPING: Z 1017 1954
 AW2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2390+STABILITY: SURFACE MOTION
 AW2390
 AW2390  HISTORY     - Date     Condition        Report By
 AW2390  HISTORY     - 1954     MONUMENTED       CGS
 AW2390  HISTORY     - 1958     GOOD             NGS
 AW2390  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2390  HISTORY     - 19870412 MARK NOT FOUND   USPSQD
 AW2390  HISTORY     - 19870421 MARK NOT FOUND   USPSQD
 AW2390  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AW2390  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2390  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2390
 AW2390                          STATION DESCRIPTION
 AW2390
 AW2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2390'0.55 MI NE FROM FANNETT.
 AW2390'ABOUT 0.15 MILE WEST ALONG A SURFACED ROAD FROM THE SCHOOLHOUSE AT
 AW2390'FANNETT, THENCE ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 124, 77
 AW2390'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTHEAST OF
 AW2390'THE CENTER LINE OF A SHELL ROAD LEADING WEST, 55 FEET NORTHEAST OF THE
 AW2390'CENTER OF THE RAILROAD CROSSING, 21 FEET SOUTHEAST OF THE SOUTHEAST
 AW2390'RAIL, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW2390'HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF
 AW2390'A CONCRETE POST PROJECTING 5 INCHES.
 AW2390
 AW2390                          STATION RECOVERY (1987)
 AW2390
 AW2390'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2390'MARK NOT FOUND.
 AW2390
 AW2390                          STATION RECOVERY (1987)
 AW2390
 AW2390'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 AW2390'MARK NOT FOUND.
 AW2390
 AW2390                          STATION RECOVERY (1987)
 AW2390
 AW2390'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 AW2390'MARK NOT FOUND.
 AW2390
 AW2390                          STATION RECOVERY (1993)
 AW2390
 AW2390'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 AW2390'MARK NOT FOUND.
 AW2390
 AW2390                          STATION RECOVERY (2001)
 AW2390
 AW2390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2390'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2390
 AW2390                          STATION RECOVERY (2004)
 AW2390
 AW2390'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0739 ***********************************************************************
 AW0739  DESIGNATION -  Z 1018
 AW0739  PID         -  AW0739
 AW0739  STATE/COUNTY-  TX/CHAMBERS
 AW0739  USGS QUAD   -  COVE (1993)
 AW0739
 AW0739                         *CURRENT SURVEY CONTROL
 AW0739  ___________________________________________________________________
 AW0739* NAD 83(1986)-  29 51 31.     (N)    094 51 44.     (W)     SCALED    
 AW0739* NAVD 88     -        12.20   (+/-2cm)      40.0    (feet)  VERTCON   
 AW0739  ___________________________________________________________________
 AW0739  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0739
 AW0739  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0739
 AW0739.The horizontal coordinates were scaled from a topographic map and have
 AW0739.an estimated accuracy of +/- 6 seconds.
 AW0739
 AW0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0739.The vertical order pertains to the NGVD 29 superseded value.
 AW0739
 AW0739.The geoid height was determined by GEOID03.
 AW0739
 AW0739;                    North         East    Units  Estimated Accuracy
 AW0739;SPC TXSC     - 4,231,530.      999,680.      MT  (+/- 180 meters Scaled)
 AW0739
 AW0739                          SUPERSEDED SURVEY CONTROL
 AW0739
 AW0739  NGVD 29 (??/??/92)   12.203  (m)           40.04   (f) ADJ UNCH    1 2
 AW0739
 AW0739.Superseded values are not recommended for survey control.
 AW0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0739.See file dsdata.txt to determine how the superseded data were derived.
 AW0739
 AW0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP201045(NAD 83)
 AW0739_MARKER: DB = BENCH MARK DISK
 AW0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0739_STAMPING: Z 1018 1954
 AW0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0739+STABILITY: SURFACE MOTION
 AW0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0739+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW0739
 AW0739  HISTORY     - Date     Condition        Report By
 AW0739  HISTORY     - 1954     MONUMENTED       CGS
 AW0739  HISTORY     - 1964     GOOD             NGS
 AW0739  HISTORY     - 1978     GOOD             NGS
 AW0739  HISTORY     - 1990     GOOD             USPSQD
 AW0739  HISTORY     - 19960921 GOOD             USPSQD
 AW0739  HISTORY     - 20010331 GOOD             NGS
 AW0739  HISTORY     - 20031230 GOOD             USPSQD
 AW0739  HISTORY     - 20050206 GOOD             USPSQD
 AW0739
 AW0739                          STATION DESCRIPTION
 AW0739
 AW0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0739'2.15 MI NE FROM MONT BELVIEU.
 AW0739'ABOUT 0.25 MILE SOUTH ALONG LOOP 207 FROM THE METHODIST CHURCH AT MONT
 AW0739'BELVIEU, THENCE 1.9 MILES NORTHEAST ALONG FARM ROAD 565, 34 FEET
 AW0739'NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, 17 1/2 FEET NORTHEAST
 AW0739'OF A HIGH PRESSURE GAS LINE MARKER, 1 FOOT EAST OF AN UNDERGROUND
 AW0739'TELEPHONE CABLE MARKER, 2 FEET SOUTHEAST OF A FENCE, AND SET IN THE
 AW0739'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW0739
 AW0739                          STATION RECOVERY (1978)
 AW0739
 AW0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0739'RECOVERED IN GOOD CONDITION.
 AW0739
 AW0739                          STATION RECOVERY (1990)
 AW0739
 AW0739'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0739'RECOVERED IN GOOD CONDITION.
 AW0739
 AW0739                          STATION RECOVERY (1996)
 AW0739
 AW0739'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0739'RECOVERED IN GOOD CONDITION.
 AW0739
 AW0739                          STATION RECOVERY (2001)
 AW0739
 AW0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0739'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0739
 AW0739                          STATION RECOVERY (2003)
 AW0739
 AW0739'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0739'RECOVERED IN GOOD CONDITION.
 AW0739
 AW0739                          STATION RECOVERY (2005)
 AW0739
 AW0739'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1984 ***********************************************************************
 AW1984  DESIGNATION -  Z 1019
 AW1984  PID         -  AW1984
 AW1984  STATE/COUNTY-  TX/HARRIS
 AW1984  USGS QUAD   -  HARMASTON (1982)
 AW1984
 AW1984                         *CURRENT SURVEY CONTROL
 AW1984  ___________________________________________________________________
 AW1984* NAD 83(1986)-  29 53 02.     (N)    095 09 38.     (W)     SCALED    
 AW1984* NAVD 88     -        15.82   (+/-2cm)      51.9    (feet)  VERTCON   
 AW1984  ___________________________________________________________________
 AW1984  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW1984
 AW1984  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1984
 AW1984.The horizontal coordinates were scaled from a topographic map and have
 AW1984.an estimated accuracy of +/- 6 seconds.
 AW1984
 AW1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1984.The vertical order pertains to the NGVD 29 superseded value.
 AW1984
 AW1984.The geoid height was determined by GEOID03.
 AW1984
 AW1984;                    North         East    Units  Estimated Accuracy
 AW1984;SPC TXSC     - 4,233,350.      970,780.      MT  (+/- 180 meters Scaled)
 AW1984
 AW1984                          SUPERSEDED SURVEY CONTROL
 AW1984
 AW1984  NGVD 29 (??/??/92)   15.819  (m)           51.90   (f) ADJ UNCH    1 2
 AW1984
 AW1984.Superseded values are not recommended for survey control.
 AW1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1984.See file dsdata.txt to determine how the superseded data were derived.
 AW1984
 AW1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP913078(NAD 83)
 AW1984_MARKER: DB = BENCH MARK DISK
 AW1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1984_STAMPING: Z 1019 1954
 AW1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1984+STABILITY: SURFACE MOTION
 AW1984
 AW1984  HISTORY     - Date     Condition        Report By
 AW1984  HISTORY     - 1954     MONUMENTED       CGS
 AW1984  HISTORY     - 1963     GOOD             NGS
 AW1984  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1984
 AW1984                          STATION DESCRIPTION
 AW1984
 AW1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW1984'3.0 MI NW FROM SHELDON.
 AW1984'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF THE
 AW1984'SHELDON-DE ZAVALLA ROAD AND U.S. HIGHWAY 90 AT SHELDON, THENCE 2.0
 AW1984'MILES WEST ALONG A PAVED ROAD, ABOUT 200 FEET NORTHEAST OF THE CENTER
 AW1984'OF THE JUNCTION OF A SHELL ROAD LEADING NORTH TO LAKE HOUSTON, 145
 AW1984'FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 84 1/2 FEET SOUTHWEST
 AW1984'OF THE SOUTHWEST CORNER OF A HOUSE, 78 FEET EAST OF THE CENTER LINE OF
 AW1984'THE SHELL ROAD, 66 FEET SOUTHEAST OF A COMBINATION POWER AND TELEPHONE
 AW1984'POLE, 26 FEET SOUTH OF THE CENTER LINE OF A SHELL DRIVEWAY, AND SET IN
 AW1984'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1984
 AW1984                          STATION RECOVERY (1978)
 AW1984
 AW1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1984'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0430 ***********************************************************************
 BY0430  DESIGNATION -  Z 102
 BY0430  PID         -  BY0430
 BY0430  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0430  USGS QUAD   -  VEACH (1984)
 BY0430
 BY0430                         *CURRENT SURVEY CONTROL
 BY0430  ___________________________________________________________________
 BY0430* NAD 83(1986)-  31 13 49.     (N)    094 07 43.     (W)     SCALED    
 BY0430* NAVD 88     -        47.88   (+/-2cm)     157.1    (feet)  VERTCON   
 BY0430  ___________________________________________________________________
 BY0430  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BY0430
 BY0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0430
 BY0430.The horizontal coordinates were scaled from a topographic map and have
 BY0430.an estimated accuracy of +/- 6 seconds.
 BY0430
 BY0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0430.The vertical order pertains to the NGVD 29 superseded value.
 BY0430
 BY0430.The geoid height was determined by GEOID03.
 BY0430
 BY0430;                    North         East    Units  Estimated Accuracy
 BY0430;SPC TX C     - 3,189,820.    1,290,780.      MT  (+/- 180 meters Scaled)
 BY0430
 BY0430                          SUPERSEDED SURVEY CONTROL
 BY0430
 BY0430  NGVD 29 (??/??/92)   47.898  (m)          157.15   (f) ADJ UNCH    2 0
 BY0430
 BY0430.Superseded values are not recommended for survey control.
 BY0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0430.See file dsdata.txt to determine how the superseded data were derived.
 BY0430
 BY0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ925556(NAD 83)
 BY0430_MARKER: DB = BENCH MARK DISK
 BY0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0430_STAMPING: Z 102 1952
 BY0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0430+STABILITY: SURFACE MOTION
 BY0430
 BY0430  HISTORY     - Date     Condition        Report By
 BY0430  HISTORY     - 1952     MONUMENTED       CGS
 BY0430
 BY0430                          STATION DESCRIPTION
 BY0430
 BY0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0430'15.35 MI NW FROM BROOKELAND.
 BY0430'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0430'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0430'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 6.75 MILE
 BY0430'NORTHWEST ALONG FOREST ROAD 304, THENCE 2.0 MILES NORTHEAST ALONG A
 BY0430'GRADED DIRT ROAD, 0.4 MILE NORTHEAST OF AN ABANDONED CHURCH, 0.25 MILE
 BY0430'NORTHEAST OF A JUNCTION WITH A DIRT ROAD LEADING NORTHWEST, 0.1 MILE
 BY0430'NORTHEAST OF A WOODEN BRIDGE OVER COMOJELON CREEK, 90 FEET NORTHWEST
 BY0430'OF THE CENTER LINE OF THE ROAD, 42 FEET NORTHWEST OF A FENCE, 1.0 FOOT
 BY0430'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0430'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0354 ***********************************************************************
 AW0354  DESIGNATION -  Z 1020
 AW0354  PID         -  AW0354
 AW0354  STATE/COUNTY-  TX/HARRIS
 AW0354  USGS QUAD   -  SETTEGAST (1995)
 AW0354
 AW0354                         *CURRENT SURVEY CONTROL
 AW0354  ___________________________________________________________________
 AW0354* NAD 83(1986)-  29 47 21.     (N)    095 18 45.     (W)     SCALED    
 AW0354* NAVD 88     -        14.264  (meters)      46.80   (feet)  ADJUSTED  
 AW0354  ___________________________________________________________________
 AW0354  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW0354  DYNAMIC HT  -          14.244 (meters)      46.73  (feet)  COMP
 AW0354  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 AW0354  OBS GRAVITY -     979,290.3   (mgal)                       GRAV_OBS
 AW0354
 AW0354  VERT ORDER  -  FIRST     CLASS I
 AW0354
 AW0354.The horizontal coordinates were scaled from a topographic map and have
 AW0354.an estimated accuracy of +/- 6 seconds.
 AW0354
 AW0354.The orthometric height was determined by differential leveling
 AW0354.and adjusted by the National Geodetic Survey in June 1991..
 AW0354
 AW0354.The geoid height was determined by GEOID03.
 AW0354
 AW0354.The dynamic height is computed by dividing the NAVD 88
 AW0354.geopotential number by the normal gravity value computed on the
 AW0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0354.degrees latitude (g = 980.6199 gals.).
 AW0354
 AW0354.The modeled gravity was interpolated from observed gravity values.
 AW0354.The observed gravity was obtained from relative gravimeter ties
 AW0354.to the IGSN71 gravity network.
 AW0354
 AW0354;                    North         East    Units  Estimated Accuracy
 AW0354;SPC TXSC     - 4,222,380.      956,450.      MT  (+/- 180 meters Scaled)
 AW0354
 AW0354                          SUPERSEDED SURVEY CONTROL
 AW0354
 AW0354  NGVD 29 (12/23/87)   14.261  (m)           46.79   (f) ADJUSTED    1 1
 AW0354
 AW0354.Superseded values are not recommended for survey control.
 AW0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0354.See file dsdata.txt to determine how the superseded data were derived.
 AW0354
 AW0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN764976(NAD 83)
 AW0354_MARKER: DB = BENCH MARK DISK
 AW0354_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0354+WITH SETTING: PAVEMENT
 AW0354_SP_SET: WALKWAY
 AW0354_STAMPING: Z 1020 1954
 AW0354_MARK LOGO: CGS   
 AW0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0354+STABILITY: SURFACE MOTION
 AW0354
 AW0354  HISTORY     - Date     Condition        Report By
 AW0354  HISTORY     - 1954     MONUMENTED       CGS
 AW0354  HISTORY     - 1972     GOOD             NGS
 AW0354  HISTORY     - 1978     GOOD             NGS
 AW0354  HISTORY     - 1983     GOOD             NGS
 AW0354  HISTORY     - 1986     GOOD             NGS
 AW0354  HISTORY     - 19910316 GOOD             USPSQD
 AW0354  HISTORY     - 19960921 GOOD             USPSQD
 AW0354
 AW0354                          STATION DESCRIPTION
 AW0354
 AW0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0354'3.8 MI NE FROM HOUSTON.
 AW0354'ABOUT 3.8 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0354'SOUTHERN PACIFIC RAILROAD STATION, AT THE YARD TOWER BUILDING 68, SET
 AW0354'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE FOUNDATION
 AW0354'OF THE BUILDING AND DIRECTLY BENEATH THE TOP OF A STEEL STAIRWAY, 39
 AW0354'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MOST NORTHWEST TRACK, 31.3
 AW0354'FEET SOUTHEAST OF THE CENTER LINE OF LIBERTY RD., 2 FEET SOUTHWEST OF
 AW0354'THE WEST CORNER OF THE BUILDING, 2 FEET NORTHEAST OF THE SOUTHWEST END
 AW0354'OF THE FOUNDATION, AND ABOUT LEVEL WITH THE RAIL.
 AW0354
 AW0354                          STATION RECOVERY (1978)
 AW0354
 AW0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0354'RECOVERED IN GOOD CONDITION.
 AW0354
 AW0354                          STATION RECOVERY (1983)
 AW0354
 AW0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0354'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0354'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0354'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0354'SOUTHERN PACIFIC RAILROAD, THENCE 5.4 KM (3.35 MI) NORTHEAST ALONG THE
 AW0354'RAILROAD, AT THE YARD TOWER BUILDING NUMBER 68, SET IN THE TOP OF THE
 AW0354'SOUTHWEST END OF THE NORTHWEST CONCRETE FOUNDATION OF THE TOWER
 AW0354'BUILDING AND UNDER THE TOP OF A STEEL STAIRWAY, 11.88 METERS (39.0 FT)
 AW0354'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWESTERNMOST TRACK,
 AW0354'9.60 METERS (31.5 FT) SOUTHEAST OF THE CENTERLINE OF LIBERTY ROAD,
 AW0354'0.61 METERS (2.0 FT) SOUTHWEST OF THE WEST CORNER OF THE TOWER
 AW0354'BUILDING, AND 0.61 METERS (2.0 FT) NORTHEAST OF THE SOUTHWEST END OF
 AW0354'THE CONCRETE FOUNDATION.
 AW0354'THE MARK IS 0.6 M ABOVE ROAD.
 AW0354
 AW0354                          STATION RECOVERY (1986)
 AW0354
 AW0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0354'RECOVERED IN GOOD CONDITION.
 AW0354
 AW0354                          STATION RECOVERY (1991)
 AW0354
 AW0354'RECOVERY NOTE BY US POWER SQUADRON 1991 (GCM)
 AW0354'RECOVERED IN GOOD CONDITION.
 AW0354
 AW0354                          STATION RECOVERY (1996)
 AW0354
 AW0354'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0031 ***********************************************************************
 CR0031  DESIGNATION -  Z 1021
 CR0031  PID         -  CR0031
 CR0031  STATE/COUNTY-  TX/HARRISON
 CR0031  USGS QUAD   -  KARNACK (1978)
 CR0031
 CR0031                         *CURRENT SURVEY CONTROL
 CR0031  ___________________________________________________________________
 CR0031* NAD 83(1986)-  32 40 04.     (N)    094 10 07.     (W)     SCALED    
 CR0031* NAVD 88     -        71.871  (meters)     235.80   (feet)  ADJUSTED  
 CR0031  ___________________________________________________________________
 CR0031  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0031  DYNAMIC HT  -          71.790 (meters)     235.53  (feet)  COMP
 CR0031  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 CR0031
 CR0031  VERT ORDER  -  FIRST     CLASS II
 CR0031
 CR0031.The horizontal coordinates were scaled from a topographic map and have
 CR0031.an estimated accuracy of +/- 6 seconds.
 CR0031
 CR0031.The orthometric height was determined by differential leveling
 CR0031.and adjusted by the National Geodetic Survey in June 1991..
 CR0031
 CR0031.The geoid height was determined by GEOID03.
 CR0031
 CR0031.The dynamic height is computed by dividing the NAVD 88
 CR0031.geopotential number by the normal gravity value computed on the
 CR0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0031.degrees latitude (g = 980.6199 gals.).
 CR0031
 CR0031.The modeled gravity was interpolated from observed gravity values.
 CR0031
 CR0031;                    North         East    Units  Estimated Accuracy
 CR0031;SPC TXNC     - 2,119,390.    1,006,140.      MT  (+/- 180 meters Scaled)
 CR0031
 CR0031                          SUPERSEDED SURVEY CONTROL
 CR0031
 CR0031  NGVD 29 (??/??/92)   71.932  (m)          236.00   (f) ADJ UNCH    1 2
 CR0031
 CR0031.Superseded values are not recommended for survey control.
 CR0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0031.See file dsdata.txt to determine how the superseded data were derived.
 CR0031
 CR0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS904150(NAD 83)
 CR0031_MARKER: DB = BENCH MARK DISK
 CR0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0031_STAMPING: Z 1021 1954
 CR0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0031+STABILITY: SURFACE MOTION
 CR0031
 CR0031  HISTORY     - Date     Condition        Report By
 CR0031  HISTORY     - 1954     MONUMENTED       CGS
 CR0031  HISTORY     - 1972     GOOD             LOCENG
 CR0031  HISTORY     - 1990     GOOD             USPSQD
 CR0031  HISTORY     - 19980530 POOR             USPSQD
 CR0031  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0031
 CR0031                          STATION DESCRIPTION
 CR0031
 CR0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0031'IN KARNACK.
 CR0031'AT KARNACK, 129 FEET NORTHWEST OF THE CENTER OF THE MAIN ENTRANCE TO
 CR0031'THE LONGHORN ORDNANCE WORKS, 58.5 FEET NORTHEAST OF THE EAST CORNER OF
 CR0031'THE LOUISIANA AND ARKANSAS RAILROAD STATION, 147 FEET NORTHEAST OF THE
 CR0031'NORTHEAST RAIL OF THE MAIN TRACK, 32.5 FEET SOUTHEAST OF A FENCE
 CR0031'CORNER, 32 FEET NORTHEAST OF A POWER POLE, 1.3 FEET SOUTHWEST OF A
 CR0031'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 CR0031'THE GROUND.
 CR0031
 CR0031                          STATION RECOVERY (1972)
 CR0031
 CR0031'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CR0031'RECOVERED IN GOOD CONDITION.
 CR0031
 CR0031                          STATION RECOVERY (1990)
 CR0031
 CR0031'RECOVERY NOTE BY US POWER SQUADRON 1990 (MD)
 CR0031'RECOVERED IN GOOD CONDITION.
 CR0031
 CR0031                          STATION RECOVERY (1998)
 CR0031
 CR0031'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0031'MARK RECOVERED IN POOR CONDITION.
 CR0031
 CR0031                          STATION RECOVERY (2003)
 CR0031
 CR0031'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1555 ***********************************************************************
 BL1555  DESIGNATION -  Z 1023
 BL1555  PID         -  BL1555
 BL1555  STATE/COUNTY-  TX/MONTGOMERY
 BL1555  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1555
 BL1555                         *CURRENT SURVEY CONTROL
 BL1555  ___________________________________________________________________
 BL1555* NAD 83(1986)-  30 08 22.     (N)    095 45 10.     (W)     SCALED    
 BL1555* NAVD 88     -        63.13   (+/-2cm)     207.1    (feet)  VERTCON   
 BL1555  ___________________________________________________________________
 BL1555  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1555
 BL1555  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1555
 BL1555.The horizontal coordinates were scaled from a topographic map and have
 BL1555.an estimated accuracy of +/- 6 seconds.
 BL1555
 BL1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1555.The vertical order pertains to the NGVD 29 superseded value.
 BL1555
 BL1555.The geoid height was determined by GEOID03.
 BL1555
 BL1555;                    North         East    Units  Estimated Accuracy
 BL1555;SPC TX C     - 3,061,500.    1,141,210.      MT  (+/- 180 meters Scaled)
 BL1555
 BL1555                          SUPERSEDED SURVEY CONTROL
 BL1555
 BL1555  NGVD 29 (??/??/92)   63.122  (m)          207.09   (f) ADJ UNCH    2 0
 BL1555
 BL1555.Superseded values are not recommended for survey control.
 BL1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1555.See file dsdata.txt to determine how the superseded data were derived.
 BL1555
 BL1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP348374(NAD 83)
 BL1555_MARKER: DB = BENCH MARK DISK
 BL1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1555_STAMPING: Z 1023 1954
 BL1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1555+STABILITY: SURFACE MOTION
 BL1555
 BL1555  HISTORY     - Date     Condition        Report By
 BL1555  HISTORY     - 1954     MONUMENTED       CGS
 BL1555  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1555
 BL1555                          STATION DESCRIPTION
 BL1555
 BL1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1555'5.15 MI S FROM MAGNOLIA.
 BL1555'0.2 MILE WEST ALONG AN OILED STREET FROM THE WEST SCHOOL BUILDING AT
 BL1555'MAGNOLIA, THENCE 4.95 MILES SOUTH ALONG A DIRT ROAD, 50 FEET EAST OF
 BL1555'THE CENTER LINE OF A ROAD, 3 FEET NORTH OF A WITNESS POST, SET IN THE
 BL1555'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1555'NOTE-- THIS ROAD IS NOW UNDER CONSTRUCTION.
 BL1555
 BL1555                          STATION RECOVERY (1978)
 BL1555
 BL1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1555'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0419 ***********************************************************************
 DM0419  DESIGNATION -  Z 1024
 DM0419  PID         -  DM0419
 DM0419  STATE/COUNTY-  TX/HOPKINS
 DM0419  USGS QUAD   -  COMO (1964)
 DM0419
 DM0419                         *CURRENT SURVEY CONTROL
 DM0419  ___________________________________________________________________
 DM0419* NAD 83(1986)-  33 01 30.     (N)    095 22 43.     (W)     SCALED    
 DM0419* NAVD 88     -       151.706  (meters)     497.72   (feet)  ADJUSTED  
 DM0419  ___________________________________________________________________
 DM0419  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DM0419  DYNAMIC HT  -         151.538 (meters)     497.17  (feet)  COMP
 DM0419  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 DM0419
 DM0419  VERT ORDER  -  FIRST     CLASS II
 DM0419
 DM0419.The horizontal coordinates were scaled from a topographic map and have
 DM0419.an estimated accuracy of +/- 6 seconds.
 DM0419
 DM0419.The orthometric height was determined by differential leveling
 DM0419.and adjusted by the National Geodetic Survey in June 1991..
 DM0419
 DM0419.The geoid height was determined by GEOID03.
 DM0419
 DM0419.The dynamic height is computed by dividing the NAVD 88
 DM0419.geopotential number by the normal gravity value computed on the
 DM0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0419.degrees latitude (g = 980.6199 gals.).
 DM0419
 DM0419.The modeled gravity was interpolated from observed gravity values.
 DM0419
 DM0419;                    North         East    Units  Estimated Accuracy
 DM0419;SPC TXNC     - 2,154,960.      891,540.      MT  (+/- 180 meters Scaled)
 DM0419
 DM0419                          SUPERSEDED SURVEY CONTROL
 DM0419
 DM0419  NGVD 29 (??/??/92)  151.709  (m)          497.73   (f) ADJ UNCH    1 2
 DM0419
 DM0419.Superseded values are not recommended for survey control.
 DM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0419.See file dsdata.txt to determine how the superseded data were derived.
 DM0419
 DM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS778565(NAD 83)
 DM0419_MARKER: DB = BENCH MARK DISK
 DM0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0419_STAMPING: Z 1024 1954
 DM0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0419+STABILITY: SURFACE MOTION
 DM0419
 DM0419  HISTORY     - Date     Condition        Report By
 DM0419  HISTORY     - 1954     MONUMENTED       CGS
 DM0419  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 DM0419
 DM0419                          STATION DESCRIPTION
 DM0419
 DM0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0419'7.2 MI NW FROM WINNSBORO.
 DM0419'7.2 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0419'STATION AT WINNSBORO, 2 POLES SOUTHEAST OF MILEPOST T - 125, 37.4 FEET
 DM0419'SOUTHWEST OF THE SOUTHWEST RAIL, 7 FEET NORTHEAST OF A FENCE, 2.5 FEET
 DM0419'NORTHWEST OF A WITNESS POST, 0.8 MILE SOUTHEAST OF THE STATION SIGN AT
 DM0419'PICKTON, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 DM0419'ABOVE THE GROUND.
 DM0419
 DM0419                          STATION RECOVERY (1995)
 DM0419
 DM0419'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0297 ***********************************************************************
 CR0297  DESIGNATION -  Z 1025
 CR0297  PID         -  CR0297
 CR0297  STATE/COUNTY-  TX/CAMP
 CR0297  USGS QUAD   -  LEESBURG (1960)
 CR0297
 CR0297                         *CURRENT SURVEY CONTROL
 CR0297  ___________________________________________________________________
 CR0297* NAD 83(1986)-  32 59 14.     (N)    095 05 01.     (W)     SCALED    
 CR0297* NAVD 88     -       121.507  (meters)     398.64   (feet)  ADJUSTED  
 CR0297  ___________________________________________________________________
 CR0297  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CR0297  DYNAMIC HT  -         121.372 (meters)     398.20  (feet)  COMP
 CR0297  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 CR0297
 CR0297  VERT ORDER  -  FIRST     CLASS II
 CR0297
 CR0297.The horizontal coordinates were scaled from a topographic map and have
 CR0297.an estimated accuracy of +/- 6 seconds.
 CR0297
 CR0297.The orthometric height was determined by differential leveling
 CR0297.and adjusted by the National Geodetic Survey in June 1991..
 CR0297
 CR0297.The geoid height was determined by GEOID03.
 CR0297
 CR0297.The dynamic height is computed by dividing the NAVD 88
 CR0297.geopotential number by the normal gravity value computed on the
 CR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0297.degrees latitude (g = 980.6199 gals.).
 CR0297
 CR0297.The modeled gravity was interpolated from observed gravity values.
 CR0297
 CR0297;                    North         East    Units  Estimated Accuracy
 CR0297;SPC TXNC     - 2,151,630.      919,220.      MT  (+/- 180 meters Scaled)
 CR0297
 CR0297                          SUPERSEDED SURVEY CONTROL
 CR0297
 CR0297  NGVD 29 (??/??/92)  121.520  (m)          398.69   (f) ADJ UNCH    1 2
 CR0297
 CR0297.Superseded values are not recommended for survey control.
 CR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0297.See file dsdata.txt to determine how the superseded data were derived.
 CR0297
 CR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS053517(NAD 83)
 CR0297_MARKER: DB = BENCH MARK DISK
 CR0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0297_STAMPING: Z 1025 1954
 CR0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0297+STABILITY: SURFACE MOTION
 CR0297
 CR0297  HISTORY     - Date     Condition        Report By
 CR0297  HISTORY     - 1954     MONUMENTED       CGS
 CR0297
 CR0297                          STATION DESCRIPTION
 CR0297
 CR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0297'6.7 MI W FROM PITTSBURG.
 CR0297'6.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0297'STATION AT PITTSBURG, AT LEESBURG, 131 FEET SOUTHWEST OF MILEPOST T -
 CR0297'105, 51 FEET EAST OF THE CENTER LINE OF AN OILED ROAD LEADING SOUTH,
 CR0297'56 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST, 83
 CR0297'FEET SOUTH OF THE SOUTH RAIL, 4 FEET SOUTH OF A POWER POLE, 2 FEET
 CR0297'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0297'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0206 ***********************************************************************
 AX0206  DESIGNATION -  Z 1026
 AX0206  PID         -  AX0206
 AX0206  STATE/COUNTY-  TX/AUSTIN
 AX0206  USGS QUAD   -  SEALY (1981)
 AX0206
 AX0206                         *CURRENT SURVEY CONTROL
 AX0206  ___________________________________________________________________
 AX0206* NAD 83(1986)-  29 51 00.     (N)    096 10 43.     (W)     SCALED    
 AX0206* NAVD 88     -        55.70   (+/-2cm)     182.7    (feet)  VERTCON   
 AX0206  ___________________________________________________________________
 AX0206  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0206
 AX0206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0206
 AX0206.The horizontal coordinates were scaled from a topographic map and have
 AX0206.an estimated accuracy of +/- 6 seconds.
 AX0206
 AX0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0206.The vertical order pertains to the NGVD 29 superseded value.
 AX0206
 AX0206.The geoid height was determined by GEOID03.
 AX0206
 AX0206;                    North         East    Units  Estimated Accuracy
 AX0206;SPC TXSC     - 4,226,790.      872,580.      MT  (+/- 180 meters Scaled)
 AX0206
 AX0206                          SUPERSEDED SURVEY CONTROL
 AX0206
 AX0206  NGVD 29 (??/??/92)   55.674  (m)          182.66   (f) ADJ UNCH    2 0
 AX0206
 AX0206.Superseded values are not recommended for survey control.
 AX0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0206.See file dsdata.txt to determine how the superseded data were derived.
 AX0206
 AX0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU725055(NAD 83)
 AX0206_MARKER: DB = BENCH MARK DISK
 AX0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0206_STAMPING: Z 1026 1954
 AX0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0206+STABILITY: SURFACE MOTION
 AX0206
 AX0206  HISTORY     - Date     Condition        Report By
 AX0206  HISTORY     - 1954     MONUMENTED       CGS
 AX0206  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0206
 AX0206                          STATION DESCRIPTION
 AX0206
 AX0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0206'0.8 MI SE FROM PETERS.
 AX0206'0.8 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AX0206'THE STATION SIGN AT PETERS, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 AX0206'73 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 36, 19.4 FEET
 AX0206'NORTHWEST OF A TELEPHONE POLE, 2.8 FEET NORTHWEST OF A WITNESS POST, 4
 AX0206'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 AX0206'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AX0206
 AX0206                          STATION RECOVERY (2004)
 AX0206
 AX0206'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0152 ***********************************************************************
 BM0152  DESIGNATION -  Z 1027
 BM0152  PID         -  BM0152
 BM0152  STATE/COUNTY-  TX/WALLER
 BM0152  USGS QUAD   -  HEMPSTEAD (1980)
 BM0152
 BM0152                         *CURRENT SURVEY CONTROL
 BM0152  ___________________________________________________________________
 BM0152* NAD 83(1986)-  30 02 20.     (N)    096 02 16.     (W)     SCALED    
 BM0152* NAVD 88     -        58.91   (+/-2cm)     193.3    (feet)  VERTCON   
 BM0152  ___________________________________________________________________
 BM0152  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BM0152
 BM0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0152
 BM0152.The horizontal coordinates were scaled from a topographic map and have
 BM0152.an estimated accuracy of +/- 6 seconds.
 BM0152
 BM0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0152.The vertical order pertains to the NGVD 29 superseded value.
 BM0152
 BM0152.The geoid height was determined by GEOID03.
 BM0152
 BM0152;                    North         East    Units  Estimated Accuracy
 BM0152;SPC TXSC     - 4,248,060.      885,650.      MT  (+/- 180 meters Scaled)
 BM0152
 BM0152                          SUPERSEDED SURVEY CONTROL
 BM0152
 BM0152  NGVD 29 (??/??/92)   58.895  (m)          193.22   (f) ADJ UNCH    2 0
 BM0152
 BM0152.Superseded values are not recommended for survey control.
 BM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0152.See file dsdata.txt to determine how the superseded data were derived.
 BM0152
 BM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU856267(NAD 83)
 BM0152_MARKER: DB = BENCH MARK DISK
 BM0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0152_STAMPING: Z 1027 1954
 BM0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0152+STABILITY: SURFACE MOTION
 BM0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0152+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 BM0152
 BM0152  HISTORY     - Date     Condition        Report By
 BM0152  HISTORY     - 1954     MONUMENTED       CGS
 BM0152  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0152  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0152  HISTORY     - 20041016 GOOD             USPSQD
 BM0152
 BM0152                          STATION DESCRIPTION
 BM0152
 BM0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0152'5.45 MI SE FROM HEMPSTEAD.
 BM0152'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BM0152'HEMPSTEAD, THENCE 3.0 MILES SOUTH ALONG FARM ROAD 359, 48 FEET WEST OF
 BM0152'THE CENTER LINE OF THE FARM ROAD, 0.1 MILE SOUTH OF A GRAVELED ROAD
 BM0152'LEADING WEST, 2.3 FEET EAST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS
 BM0152'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BM0152'THE GROUND.
 BM0152
 BM0152                          STATION RECOVERY (1991)
 BM0152
 BM0152'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0152'MARK NOT FOUND.
 BM0152
 BM0152                          STATION RECOVERY (1999)
 BM0152
 BM0152'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0152'MARK NOT FOUND.
 BM0152
 BM0152                          STATION RECOVERY (2004)
 BM0152
 BM0152'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0152'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1623 ***********************************************************************
 BL1623  DESIGNATION -  Z 1028
 BL1623  PID         -  BL1623
 BL1623  STATE/COUNTY-  TX/WALLER
 BL1623  USGS QUAD   -  WALLER (1980)
 BL1623
 BL1623                         *CURRENT SURVEY CONTROL
 BL1623  ___________________________________________________________________
 BL1623* NAD 83(1986)-  30 04 20.     (N)    095 59 32.     (W)     SCALED    
 BL1623* NAVD 88     -        79.07   (+/-2cm)     259.4    (feet)  VERTCON   
 BL1623  ___________________________________________________________________
 BL1623  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL1623
 BL1623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1623
 BL1623.The horizontal coordinates were scaled from a topographic map and have
 BL1623.an estimated accuracy of +/- 6 seconds.
 BL1623
 BL1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1623.The vertical order pertains to the NGVD 29 superseded value.
 BL1623
 BL1623.The geoid height was determined by GEOID03.
 BL1623
 BL1623;                    North         East    Units  Estimated Accuracy
 BL1623;SPC TXSC     - 4,251,860.      889,950.      MT  (+/- 180 meters Scaled)
 BL1623
 BL1623                          SUPERSEDED SURVEY CONTROL
 BL1623
 BL1623  NGVD 29 (??/??/92)   79.057  (m)          259.37   (f) ADJ UNCH    2 0
 BL1623
 BL1623.Superseded values are not recommended for survey control.
 BL1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1623.See file dsdata.txt to determine how the superseded data were derived.
 BL1623
 BL1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP115305(NAD 83)
 BL1623_MARKER: DB = BENCH MARK DISK
 BL1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1623_STAMPING: Z 1028 1954
 BL1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1623+STABILITY: SURFACE MOTION
 BL1623
 BL1623  HISTORY     - Date     Condition        Report By
 BL1623  HISTORY     - 1954     MONUMENTED       CGS
 BL1623  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1623  HISTORY     - 19990715 MARK NOT FOUND   USPSQD
 BL1623
 BL1623                          STATION DESCRIPTION
 BL1623
 BL1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1623'4.05 MI W FROM WALLER.
 BL1623'4.05 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 BL1623'RAILROAD STATION AT WALLER, 93 FEET SOUTH OF THE CENTER LINE OF THE
 BL1623'HIGHWAY, 0.1 MILE EAST OF THE TEXAS AND NEW ORLEANS RAILROAD STATION
 BL1623'AT PRAIRIE VIEW, 54 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 BL1623'2.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BL1623'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1623
 BL1623                          STATION RECOVERY (1987)
 BL1623
 BL1623'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1623'MARK NOT FOUND.
 BL1623
 BL1623                          STATION RECOVERY (1999)
 BL1623
 BL1623'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0189 ***********************************************************************
 BM0189  DESIGNATION -  Z 1029
 BM0189  PID         -  BM0189
 BM0189  STATE/COUNTY-  TX/AUSTIN
 BM0189  USGS QUAD   -  BUCKHORN (1989)
 BM0189
 BM0189                         *CURRENT SURVEY CONTROL
 BM0189  ___________________________________________________________________
 BM0189* NAD 83(1986)-  30 02 23.     (N)    096 12 31.     (W)     SCALED    
 BM0189* NAVD 88     -        78.75   (+/-2cm)     258.4    (feet)  VERTCON   
 BM0189  ___________________________________________________________________
 BM0189  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BM0189
 BM0189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0189
 BM0189.The horizontal coordinates were scaled from a topographic map and have
 BM0189.an estimated accuracy of +/- 6 seconds.
 BM0189
 BM0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0189.The vertical order pertains to the NGVD 29 superseded value.
 BM0189
 BM0189.The geoid height was determined by GEOID03.
 BM0189
 BM0189;                    North         East    Units  Estimated Accuracy
 BM0189;SPC TXSC     - 4,247,750.      869,180.      MT  (+/- 180 meters Scaled)
 BM0189
 BM0189                          SUPERSEDED SURVEY CONTROL
 BM0189
 BM0189  NGVD 29 (??/??/92)   78.722  (m)          258.27   (f) ADJ UNCH    2 0
 BM0189
 BM0189.Superseded values are not recommended for survey control.
 BM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0189.See file dsdata.txt to determine how the superseded data were derived.
 BM0189
 BM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU691264(NAD 83)
 BM0189_MARKER: DB = BENCH MARK DISK
 BM0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0189_STAMPING: Z 1029 1954
 BM0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0189+STABILITY: SURFACE MOTION
 BM0189
 BM0189  HISTORY     - Date     Condition        Report By
 BM0189  HISTORY     - 1954     MONUMENTED       CGS
 BM0189  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0189
 BM0189                          STATION DESCRIPTION
 BM0189
 BM0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0189'6.0 MI NW FROM COCHRAN.
 BM0189'0.5 MILE NORTH ALONG AN OILED ROAD FROM THE GRADE SCHOOL AT COCHRAN,
 BM0189'THENCE 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 159, THENCE 2.3 MILES
 BM0189'NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ALONG A DIRT
 BM0189'ROAD, THENCE 1.55 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.6 MILE
 BM0189'SOUTHWEST ALONG FARM ROAD 1456, THENCE 0.25 MILE NORTH ALONG A
 BM0189'GRAVELED ROAD, 53 FEET EAST OF THE CENTER LINE OF A ROAD, 1 FOOT WEST
 BM0189'OF A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BM0189'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0189
 BM0189                          STATION RECOVERY (1999)
 BM0189
 BM0189'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0113 ***********************************************************************
 BO0113  DESIGNATION -  Z 103
 BO0113  PID         -  BO0113
 BO0113  STATE/COUNTY-  TX/SUTTON
 BO0113  USGS QUAD   -  SONORA SE (1982)
 BO0113
 BO0113                         *CURRENT SURVEY CONTROL
 BO0113  ___________________________________________________________________
 BO0113* NAD 83(1986)-  30 33 59.     (N)    100 36 38.     (W)     SCALED    
 BO0113* NAVD 88     -       695.623  (meters)    2282.22   (feet)  POSTED    
 BO0113  ___________________________________________________________________
 BO0113  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BO0113  DYNAMIC HT  -         694.600 (meters)    2278.87  (feet)  COMP
 BO0113  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 BO0113
 BO0113  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0113
 BO0113.The horizontal coordinates were scaled from a topographic map and have
 BO0113.an estimated accuracy of +/- 6 seconds.
 BO0113
 BO0113.The orthometric height was determined by differential leveling
 BO0113.and adjusted by the National Geodetic Survey in 1992..
 BO0113.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0113.rate of 1.1 thru 2.0 mm/km.
 BO0113
 BO0113.The geoid height was determined by GEOID03.
 BO0113
 BO0113.The dynamic height is computed by dividing the NAVD 88
 BO0113.geopotential number by the normal gravity value computed on the
 BO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0113.degrees latitude (g = 980.6199 gals.).
 BO0113
 BO0113.The modeled gravity was interpolated from observed gravity values.
 BO0113
 BO0113;                    North         East    Units  Estimated Accuracy
 BO0113;SPC TX C     - 3,099,770.      673,410.      MT  (+/- 180 meters Scaled)
 BO0113
 BO0113                          SUPERSEDED SURVEY CONTROL
 BO0113
 BO0113  NGVD 29 (??/??/92)  695.436  (m)         2281.61   (f) ADJ UNCH    1 2
 BO0113
 BO0113.Superseded values are not recommended for survey control.
 BO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0113.See file dsdata.txt to determine how the superseded data were derived.
 BO0113
 BO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU455826(NAD 83)
 BO0113_MARKER: DB = BENCH MARK DISK
 BO0113_SETTING: 66 = SET IN ROCK OUTCROP
 BO0113_SP_SET: BEDROCK
 BO0113_STAMPING: Z 103 1932
 BO0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0113+STABILITY: POSITION/ELEVATION WELL
 BO0113
 BO0113  HISTORY     - Date     Condition        Report By
 BO0113  HISTORY     - 1932     MONUMENTED       CGS
 BO0113  HISTORY     - 1958     GOOD             NGS
 BO0113
 BO0113                          STATION DESCRIPTION
 BO0113
 BO0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0113'1.8 MI E FROM SONORA.
 BO0113'ABOUT 1.8 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0113'3RD STREET AND CROCKETT AVENUE AT SONORA, NEAR THE TOP OF A HILL,
 BO0113'ABOUT 1.1 MILE WEST OF THE JUNCTION OF THE OLD AND NEW HIGHWAYS, IN
 BO0113'THE TOP OF BEDROCK AND SURROUNDED BY A CIRCLE OF LOOSE ROCK, 72 FEET
 BO0113'NORTH-NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 39 FEET
 BO0113'NORTH-NORTHEAST OF A FENCE, ABOUT 3 FEET LOWER THAN THE LEVEL OF THE
 BO0113'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0211 ***********************************************************************
 BM0211  DESIGNATION -  Z 1030
 BM0211  PID         -  BM0211
 BM0211  STATE/COUNTY-  TX/WASHINGTON
 BM0211  USGS QUAD   -  BUCKHORN (1989)
 BM0211
 BM0211                         *CURRENT SURVEY CONTROL
 BM0211  ___________________________________________________________________
 BM0211* NAD 83(1986)-  30 06 40.     (N)    096 14 02.     (W)     SCALED    
 BM0211* NAVD 88     -        83.76   (+/-2cm)     274.8    (feet)  VERTCON   
 BM0211  ___________________________________________________________________
 BM0211  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BM0211
 BM0211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0211
 BM0211.The horizontal coordinates were scaled from a topographic map and have
 BM0211.an estimated accuracy of +/- 6 seconds.
 BM0211
 BM0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0211.The vertical order pertains to the NGVD 29 superseded value.
 BM0211
 BM0211.The geoid height was determined by GEOID03.
 BM0211
 BM0211;                    North         East    Units  Estimated Accuracy
 BM0211;SPC TX C     - 3,056,550.    1,095,010.      MT  (+/- 180 meters Scaled)
 BM0211
 BM0211                          SUPERSEDED SURVEY CONTROL
 BM0211
 BM0211  NGVD 29 (??/??/92)   83.735  (m)          274.72   (f) ADJ UNCH    2 0
 BM0211
 BM0211.Superseded values are not recommended for survey control.
 BM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0211.See file dsdata.txt to determine how the superseded data were derived.
 BM0211
 BM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU665343(NAD 83)
 BM0211_MARKER: DB = BENCH MARK DISK
 BM0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0211_STAMPING: Z 1030 1954
 BM0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0211+STABILITY: SURFACE MOTION
 BM0211
 BM0211  HISTORY     - Date     Condition        Report By
 BM0211  HISTORY     - 1954     MONUMENTED       CGS
 BM0211  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0211
 BM0211                          STATION DESCRIPTION
 BM0211
 BM0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0211'2.1 MI SE FROM CHAPEL HILL.
 BM0211'0.65 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0211'STATION SIGN AT CHAPEL HILL, THENCE 1.45 MILES SOUTH ALONG FARM ROAD
 BM0211'1371, 40 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 1.6 FEET
 BM0211'SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, 4 FEET ABOVE
 BM0211'THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0211'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0211
 BM0211                          STATION RECOVERY (1994)
 BM0211
 BM0211'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1526 ***********************************************************************
 BL1526  DESIGNATION -  Z 1031
 BL1526  PID         -  BL1526
 BL1526  STATE/COUNTY-  TX/GRIMES
 BL1526  USGS QUAD   -  STONEHAM (1961)
 BL1526
 BL1526                         *CURRENT SURVEY CONTROL
 BL1526  ___________________________________________________________________
 BL1526* NAD 83(1986)-  30 16 15.     (N)    095 58 15.     (W)     SCALED    
 BL1526* NAVD 88     -        87.69   (+/-2cm)     287.7    (feet)  VERTCON   
 BL1526  ___________________________________________________________________
 BL1526  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL1526
 BL1526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1526
 BL1526.The horizontal coordinates were scaled from a topographic map and have
 BL1526.an estimated accuracy of +/- 6 seconds.
 BL1526
 BL1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1526.The vertical order pertains to the NGVD 29 superseded value.
 BL1526
 BL1526.The geoid height was determined by GEOID03.
 BL1526
 BL1526;                    North         East    Units  Estimated Accuracy
 BL1526;SPC TX C     - 3,075,210.    1,119,650.      MT  (+/- 180 meters Scaled)
 BL1526
 BL1526                          SUPERSEDED SURVEY CONTROL
 BL1526
 BL1526  NGVD 29 (??/??/92)   87.670  (m)          287.63   (f) ADJ UNCH    2 0
 BL1526
 BL1526.Superseded values are not recommended for survey control.
 BL1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1526.See file dsdata.txt to determine how the superseded data were derived.
 BL1526
 BL1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP141525(NAD 83)
 BL1526_MARKER: DB = BENCH MARK DISK
 BL1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1526_STAMPING: Z 1031 1954
 BL1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1526+STABILITY: SURFACE MOTION
 BL1526
 BL1526  HISTORY     - Date     Condition        Report By
 BL1526  HISTORY     - 1954     MONUMENTED       CGS
 BL1526  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1526
 BL1526                          STATION DESCRIPTION
 BL1526
 BL1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1526'13.0 MI S FROM NAVASOTA.
 BL1526'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1526'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1526'GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG FARM ROAD 245, 67 FEET
 BL1526'SOUTHWEST OF THE CENTER OF A JUNCTION WITH A GRAVELED ROAD LEADING
 BL1526'EAST, 31 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 2.6 FEET EAST
 BL1526'OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BL1526'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1526
 BL1526                          STATION RECOVERY (1994)
 BL1526
 BL1526'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1502 ***********************************************************************
 BL1502  DESIGNATION -  Z 1032
 BL1502  PID         -  BL1502
 BL1502  STATE/COUNTY-  TX/WALLER
 BL1502  USGS QUAD   -  WALLER NW (1980)
 BL1502
 BL1502                         *CURRENT SURVEY CONTROL
 BL1502  ___________________________________________________________________
 BL1502* NAD 83(1986)-  30 14 01.     (N)    095 56 54.     (W)     SCALED    
 BL1502* NAVD 88     -        97.77   (+/-2cm)     320.8    (feet)  VERTCON   
 BL1502  ___________________________________________________________________
 BL1502  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1502
 BL1502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1502
 BL1502.The horizontal coordinates were scaled from a topographic map and have
 BL1502.an estimated accuracy of +/- 6 seconds.
 BL1502
 BL1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1502.The vertical order pertains to the NGVD 29 superseded value.
 BL1502
 BL1502.The geoid height was determined by GEOID03.
 BL1502
 BL1502;                    North         East    Units  Estimated Accuracy
 BL1502;SPC TXSC     - 4,269,860.      893,710.      MT  (+/- 180 meters Scaled)
 BL1502
 BL1502                          SUPERSEDED SURVEY CONTROL
 BL1502
 BL1502  NGVD 29 (??/??/92)   97.755  (m)          320.72   (f) ADJ UNCH    2 0
 BL1502
 BL1502.Superseded values are not recommended for survey control.
 BL1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1502.See file dsdata.txt to determine how the superseded data were derived.
 BL1502
 BL1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP162483(NAD 83)
 BL1502_MARKER: DB = BENCH MARK DISK
 BL1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1502_STAMPING: Z 1032 1954
 BL1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1502+STABILITY: SURFACE MOTION
 BL1502
 BL1502  HISTORY     - Date     Condition        Report By
 BL1502  HISTORY     - 1954     MONUMENTED       CGS
 BL1502  HISTORY     - 19990718 GOOD             USPSQD
 BL1502
 BL1502                          STATION DESCRIPTION
 BL1502
 BL1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1502'16.05 MI S FROM NAVASOTA.
 BL1502'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1502'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1502'GRAVELED ROAD, THENCE THENCE 2.9 MILES SOUTH ALONG FARM ROAD 245,
 BL1502'THENCE 2.05 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG
 BL1502'AN OILED ROAD, 0.3 MILE SOUTH OF THE GRIMES AND WALLER COUNTY LINE, 40
 BL1502'FEET NORTHEAST OF THE CENTER LINE OF AN OILED ROAD, 35 FEET NORTHWEST
 BL1502'OF THE CENTER OF A WIRE GATE, 1 FOOT SOUTHWEST OF A FENCE, 2.4 FEET
 BL1502'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1502'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1502
 BL1502                          STATION RECOVERY (1999)
 BL1502
 BL1502'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0608 ***********************************************************************
 BM0608  DESIGNATION -  Z 1033
 BM0608  PID         -  BM0608
 BM0608  STATE/COUNTY-  TX/WILLIAMSON
 BM0608  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0608
 BM0608                         *CURRENT SURVEY CONTROL
 BM0608  ___________________________________________________________________
 BM0608* NAD 83(1986)-  30 27 42.     (N)    097 43 14.     (W)     SCALED    
 BM0608* NAVD 88     -       245.466  (meters)     805.33   (feet)  ADJUSTED  
 BM0608  ___________________________________________________________________
 BM0608  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BM0608  DYNAMIC HT  -         245.132 (meters)     804.24  (feet)  COMP
 BM0608  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 BM0608
 BM0608  VERT ORDER  -  SECOND    CLASS 0
 BM0608
 BM0608.The horizontal coordinates were scaled from a topographic map and have
 BM0608.an estimated accuracy of +/- 6 seconds.
 BM0608
 BM0608.The orthometric height was determined by differential leveling
 BM0608.and adjusted by the National Geodetic Survey in June 1991..
 BM0608
 BM0608.The geoid height was determined by GEOID03.
 BM0608
 BM0608.The dynamic height is computed by dividing the NAVD 88
 BM0608.geopotential number by the normal gravity value computed on the
 BM0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0608.degrees latitude (g = 980.6199 gals.).
 BM0608
 BM0608.The modeled gravity was interpolated from observed gravity values.
 BM0608
 BM0608;                    North         East    Units  Estimated Accuracy
 BM0608;SPC TX C     - 3,091,080.      950,880.      MT  (+/- 180 meters Scaled)
 BM0608
 BM0608                          SUPERSEDED SURVEY CONTROL
 BM0608
 BM0608  NGVD 29 (??/??/92)  245.394  (m)          805.10   (f) ADJ UNCH    2 0
 BM0608
 BM0608.Superseded values are not recommended for survey control.
 BM0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0608.See file dsdata.txt to determine how the superseded data were derived.
 BM0608
 BM0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU228706(NAD 83)
 BM0608_MARKER: DB = BENCH MARK DISK
 BM0608_SETTING: 80 = SET IN A BOULDER
 BM0608_SP_SET: BOULDER
 BM0608_STAMPING: Z 1033 1954
 BM0608_MARK LOGO: CGS   
 BM0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0608+STABILITY: SURFACE MOTION
 BM0608
 BM0608  HISTORY     - Date     Condition        Report By
 BM0608  HISTORY     - 1954     MONUMENTED       CGS
 BM0608  HISTORY     - 1980     GOOD             NGS
 BM0608  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 BM0608
 BM0608                          STATION DESCRIPTION
 BM0608
 BM0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0608'0.55 MI NW FROM MCNEIL.
 BM0608'0.55 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0608'STATION AT MCNEIL, 73.0 FEET NORTH OF THE FIRST POLE NORTH OF MILEPOST
 BM0608'17, 34.6 FEET WEST OF THE WEST RAIL, 8.0 FEET EAST OF A FENCE, SET IN
 BM0608'THE TOP OF A LARGE LIMESTONE BOULDER, 3.0 FEET BELOW THE TRACK.
 BM0608
 BM0608                          STATION RECOVERY (1980)
 BM0608
 BM0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0608'RECOVERED IN GOOD CONDITION.
 BM0608
 BM0608                          STATION RECOVERY (2004)
 BM0608
 BM0608'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 BM0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0736 ***********************************************************************
 BM0736  DESIGNATION -  Z 1034
 BM0736  PID         -  BM0736
 BM0736  STATE/COUNTY-  TX/WILLIAMSON
 BM0736  USGS QUAD   -  WEIR (1982)
 BM0736
 BM0736                         *CURRENT SURVEY CONTROL
 BM0736  ___________________________________________________________________
 BM0736* NAD 83(1986)-  30 40 35.     (N)    097 34 36.     (W)     SCALED    
 BM0736* NAVD 88     -       210.494  (meters)     690.60   (feet)  ADJUSTED  
 BM0736  ___________________________________________________________________
 BM0736  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BM0736  DYNAMIC HT  -         210.212 (meters)     689.67  (feet)  COMP
 BM0736  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 BM0736
 BM0736  VERT ORDER  -  FIRST     CLASS II
 BM0736
 BM0736.The horizontal coordinates were scaled from a topographic map and have
 BM0736.an estimated accuracy of +/- 6 seconds.
 BM0736
 BM0736.The orthometric height was determined by differential leveling
 BM0736.and adjusted by the National Geodetic Survey in June 1991..
 BM0736
 BM0736.The geoid height was determined by GEOID03.
 BM0736
 BM0736.The dynamic height is computed by dividing the NAVD 88
 BM0736.geopotential number by the normal gravity value computed on the
 BM0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0736.degrees latitude (g = 980.6199 gals.).
 BM0736
 BM0736.The modeled gravity was interpolated from observed gravity values.
 BM0736
 BM0736;                    North         East    Units  Estimated Accuracy
 BM0736;SPC TX C     - 3,115,210.      964,100.      MT  (+/- 180 meters Scaled)
 BM0736
 BM0736                          SUPERSEDED SURVEY CONTROL
 BM0736
 BM0736  NGVD 29 (??/??/92)  210.375  (m)          690.21   (f) ADJ UNCH    1 2
 BM0736
 BM0736.Superseded values are not recommended for survey control.
 BM0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0736.See file dsdata.txt to determine how the superseded data were derived.
 BM0736
 BM0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU363946(NAD 83)
 BM0736_MARKER: DB = BENCH MARK DISK
 BM0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0736_STAMPING: Z 1034 1954
 BM0736_MARK LOGO: CGS   
 BM0736_PROJECTION: PROJECTING 10 CENTIMETERS
 BM0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0736+STABILITY: SURFACE MOTION
 BM0736
 BM0736  HISTORY     - Date     Condition        Report By
 BM0736  HISTORY     - 1954     MONUMENTED       CGS
 BM0736  HISTORY     - 1975     MARK NOT FOUND   USGS
 BM0736  HISTORY     - 1980     GOOD             NGS
 BM0736  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0736
 BM0736                          STATION DESCRIPTION
 BM0736
 BM0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0736'0.6 MI E FROM WEIR.
 BM0736'0.6 MILE EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 BM0736'FROM THE STATION AT WEIR, 10 1/2 POLES EAST OF MILEPOST 917, 41.2 FEET
 BM0736'NORTH OF THE NORTH RAIL, 32 FEET SOUTH OF THE CENTER LINE OF A
 BM0736'GRAVELED ROAD, 3 FEET EAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF
 BM0736'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 BM0736'ABOVE THE GROUND.
 BM0736
 BM0736                          STATION RECOVERY (1975)
 BM0736
 BM0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BM0736'MARK NOT FOUND.
 BM0736
 BM0736                          STATION RECOVERY (1980)
 BM0736
 BM0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0736'1.05 KM (0.65 MI) NORTHEAST ALONG FARM ROAD 971 FROM THE JUNCTION OF
 BM0736'FARM ROAD 1105 IN WEIR, 0.3 KM (0.2 MI) EAST OF A RAILROAD BRIDGE OVER
 BM0736'WEIR CREEK, 0.15 KM (0.1 MI) WEST OF THE JUNCTION OF A FIELD ROAD
 BM0736'LEADING NORTH ACROSS THREE 90-CM STEEL CULVERTS ENCASED IN CEMENT,
 BM0736'61.0 METERS (200 FT) SOUTH AND ACROSS FARM ROAD 971 FROM AN ABANDONED
 BM0736'WOOD FRAME HOUSE, 17.4 METERS (57.0 FT) SOUTH OF THE CENTERLINE OF
 BM0736'FARM ROAD 971, 12.3 METERS (40.5 FT) NORTH OF THE NORTH RAIL OF THE
 BM0736'MISSOURI KANSAS AND TEXAS RAILROAD.
 BM0736'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BM0736'THE MARK IS 0.3 M BELOW FARM ROAD 971.
 BM0736
 BM0736                          STATION RECOVERY (1999)
 BM0736
 BM0736'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0220 ***********************************************************************
 DN0220  DESIGNATION -  Z 1035
 DN0220  PID         -  DN0220
 DN0220  STATE/COUNTY-  TX/HUNT
 DN0220  USGS QUAD   -  GREENVILLE NE (1963)
 DN0220
 DN0220                         *CURRENT SURVEY CONTROL
 DN0220  ___________________________________________________________________
 DN0220* NAD 83(1986)-  33 08 09.     (N)    096 07 23.     (W)     SCALED    
 DN0220* NAVD 88     -       173.483  (meters)     569.17   (feet)  ADJUSTED  
 DN0220  ___________________________________________________________________
 DN0220  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DN0220  DYNAMIC HT  -         173.294 (meters)     568.55  (feet)  COMP
 DN0220  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 DN0220
 DN0220  VERT ORDER  -  FIRST     CLASS II
 DN0220
 DN0220.The horizontal coordinates were scaled from a topographic map and have
 DN0220.an estimated accuracy of +/- 6 seconds.
 DN0220
 DN0220.The orthometric height was determined by differential leveling
 DN0220.and adjusted by the National Geodetic Survey in June 1991..
 DN0220
 DN0220.The geoid height was determined by GEOID03.
 DN0220
 DN0220.The dynamic height is computed by dividing the NAVD 88
 DN0220.geopotential number by the normal gravity value computed on the
 DN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0220.degrees latitude (g = 980.6199 gals.).
 DN0220
 DN0220.The modeled gravity was interpolated from observed gravity values.
 DN0220
 DN0220;                    North         East    Units  Estimated Accuracy
 DN0220;SPC TXNC     - 2,165,420.      821,750.      MT  (+/- 180 meters Scaled)
 DN0220
 DN0220                          SUPERSEDED SURVEY CONTROL
 DN0220
 DN0220  NGVD 29 (??/??/92)  173.471  (m)          569.13   (f) ADJ UNCH    1 2
 DN0220
 DN0220.Superseded values are not recommended for survey control.
 DN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0220.See file dsdata.txt to determine how the superseded data were derived.
 DN0220
 DN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB683700(NAD 83)
 DN0220_MARKER: DB = BENCH MARK DISK
 DN0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0220_STAMPING: Z 1035 1954
 DN0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0220+STABILITY: SURFACE MOTION
 DN0220
 DN0220  HISTORY     - Date     Condition        Report By
 DN0220  HISTORY     - 1954     MONUMENTED       CGS
 DN0220  HISTORY     - 1959     GOOD             NGS
 DN0220  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0220
 DN0220                          STATION DESCRIPTION
 DN0220
 DN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0220'0.8 MI W FROM GREENVILLE.
 DN0220'0.8 MILE WEST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0220'THE STATION AT GREENVILLE, 3 POLES WEST OF THE STATION SIGN AT HUNT,
 DN0220'54.3 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH MAIN TRACK, 24.6 FEET
 DN0220'SOUTHWEST OF THE SOUTHEAST CORNER OF SIGNAL A, 23.5 FEET SOUTH OF THE
 DN0220'SOUTH RAIL OF THE SOUTH TRACK, 16 FEET NORTH OF THE CENTER LINE OF
 DN0220'KATY ROAD, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DN0220'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 DN0220
 DN0220                          STATION RECOVERY (1959)
 DN0220
 DN0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DN0220'RECOVERED IN GOOD CONDITION.
 DN0220
 DN0220                          STATION RECOVERY (1994)
 DN0220
 DN0220'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1766 ***********************************************************************
 BK1766  DESIGNATION -  Z 1036
 BK1766  PID         -  BK1766
 BK1766  STATE/COUNTY-  TX/ORANGE
 BK1766  USGS QUAD   -  ORANGEFIELD (1974)
 BK1766
 BK1766                         *CURRENT SURVEY CONTROL
 BK1766  ___________________________________________________________________
 BK1766* NAD 83(1986)-  30 05 44.     (N)    093 49 50.     (W)     SCALED    
 BK1766* NAVD 88     -         2.656  (meters)       8.71   (feet)  ADJUSTED  
 BK1766  ___________________________________________________________________
 BK1766  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK1766  DYNAMIC HT  -           2.652 (meters)       8.70  (feet)  COMP
 BK1766  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 BK1766
 BK1766  VERT ORDER  -  FIRST     CLASS I
 BK1766
 BK1766.The horizontal coordinates were scaled from a topographic map and have
 BK1766.an estimated accuracy of +/- 6 seconds.
 BK1766
 BK1766.The orthometric height was determined by differential leveling
 BK1766.and adjusted by the National Geodetic Survey in June 1991..
 BK1766
 BK1766.The geoid height was determined by GEOID03.
 BK1766
 BK1766.The dynamic height is computed by dividing the NAVD 88
 BK1766.geopotential number by the normal gravity value computed on the
 BK1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1766.degrees latitude (g = 980.6199 gals.).
 BK1766
 BK1766.The modeled gravity was interpolated from observed gravity values.
 BK1766
 BK1766;                    North         East    Units  Estimated Accuracy
 BK1766;SPC TX C     - 3,065,860.    1,326,470.      MT  (+/- 180 meters Scaled)
 BK1766
 BK1766                          SUPERSEDED SURVEY CONTROL
 BK1766
 BK1766  NGVD 29 (??/??/??)    2.607  (m)            8.55   (f) ADJUSTED    1 1
 BK1766
 BK1766.Superseded values are not recommended for survey control.
 BK1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1766.See file dsdata.txt to determine how the superseded data were derived.
 BK1766
 BK1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP199296(NAD 83)
 BK1766_MARKER: DB = BENCH MARK DISK
 BK1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1766_SP_SET: CONCRETE POST
 BK1766_STAMPING: Z 1036 1955
 BK1766_MARK LOGO: CGS   
 BK1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1766+STABILITY: SURFACE MOTION
 BK1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1766+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 BK1766
 BK1766  HISTORY     - Date     Condition        Report By
 BK1766  HISTORY     - 1955     MONUMENTED       CGS
 BK1766  HISTORY     - 1972     GOOD             NGS
 BK1766  HISTORY     - 1986     GOOD             NGS
 BK1766  HISTORY     - 19960427 GOOD             USPSQD
 BK1766  HISTORY     - 20050402 GOOD             USPSQD
 BK1766
 BK1766                          STATION DESCRIPTION
 BK1766
 BK1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1766'5.4 MI W FROM ORANGE.
 BK1766'ABOUT 5.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1766'STATION AT ORANGE, 4 1/2 POLES WEST OF MILE POST NO. 262, 51 FEET
 BK1766'NORTH OF THE NORTH RAIL, AT THE SOUTHEAST CORNER OF A CEMETERY, 1.7
 BK1766'FEET NORTHEAST OF A PIPE CORNER POST IN A CHAIN LINK FENCE, 1 FOOT
 BK1766'EAST OF A CHAIN LINK FENCE, 1 FOOT NORTH OF A CHAIN LINK FENCE, ABOUT
 BK1766'5 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 BK1766'POST PROJECTING 2 INCHES.
 BK1766
 BK1766                          STATION RECOVERY (1986)
 BK1766
 BK1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1766'RECOVERED IN GOOD CONDITION.
 BK1766
 BK1766                          STATION RECOVERY (1996)
 BK1766
 BK1766'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1766'RECOVERED IN GOOD CONDITION.
 BK1766
 BK1766                          STATION RECOVERY (2005)
 BK1766
 BK1766'RECOVERY NOTE BY US POWER SQUADRON 2005 (HEW)
 BK1766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0224 ***********************************************************************
 EO0224  DESIGNATION -  Z 1037
 EO0224  PID         -  EO0224
 EO0224  STATE/COUNTY-  TX/PARMER
 EO0224  USGS QUAD   -  PARMERTON (1965)
 EO0224
 EO0224                         *CURRENT SURVEY CONTROL
 EO0224  ___________________________________________________________________
 EO0224* NAD 83(1986)-  34 31 14.     (N)    102 52 04.     (W)     SCALED    
 EO0224* NAVD 88     -      1233.570  (meters)    4047.14   (feet)  ADJUSTED  
 EO0224  ___________________________________________________________________
 EO0224  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 EO0224  DYNAMIC HT  -        1231.966 (meters)    4041.88  (feet)  COMP
 EO0224  MODELED GRAV-     979,292.7   (mgal)                       NAVD 88
 EO0224
 EO0224  VERT ORDER  -  FIRST     CLASS II
 EO0224
 EO0224.The horizontal coordinates were scaled from a topographic map and have
 EO0224.an estimated accuracy of +/- 6 seconds.
 EO0224
 EO0224.The orthometric height was determined by differential leveling
 EO0224.and adjusted by the National Geodetic Survey in June 1991..
 EO0224
 EO0224.The geoid height was determined by GEOID03.
 EO0224
 EO0224.The dynamic height is computed by dividing the NAVD 88
 EO0224.geopotential number by the normal gravity value computed on the
 EO0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0224.degrees latitude (g = 980.6199 gals.).
 EO0224
 EO0224.The modeled gravity was interpolated from observed gravity values.
 EO0224
 EO0224;                    North         East    Units  Estimated Accuracy
 EO0224;SPC TX N     - 1,058,620.       74,410.      MT  (+/- 180 meters Scaled)
 EO0224
 EO0224                          SUPERSEDED SURVEY CONTROL
 EO0224
 EO0224  NGVD 29 (??/??/92) 1233.021  (m)         4045.34   (f) ADJ UNCH    1 2
 EO0224
 EO0224.Superseded values are not recommended for survey control.
 EO0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0224.See file dsdata.txt to determine how the superseded data were derived.
 EO0224
 EO0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU957219(NAD 83)
 EO0224_MARKER: DB = BENCH MARK DISK
 EO0224_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EO0224_STAMPING: Z 1037 1958
 EO0224_MARK LOGO: CGS   
 EO0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0224
 EO0224  HISTORY     - Date     Condition        Report By
 EO0224  HISTORY     - 1958     MONUMENTED       CGS
 EO0224  HISTORY     - 1984     GOOD             NGS
 EO0224
 EO0224                          STATION DESCRIPTION
 EO0224
 EO0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0224'1.85 MI E FROM BOVINA.
 EO0224'ABOUT 0.2 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0224'THE STATION AT BOVINA, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG FARM
 EO0224'ROAD 1731, THENCE ABOUT 1.0 MILE EAST-NORTHEAST ALONG STATE HIGHWAY
 EO0224'86, IN THE TOP OF THE SOUTH-SOUTHWEST END OF THE WEST-NORTHWEST
 EO0224'CONCRETE CURB OF THE BRIDGE, 12 1/2 FEET WEST-NORTHWEST OF THE CENTER
 EO0224'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 EO0224
 EO0224                          STATION RECOVERY (1984)
 EO0224
 EO0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0233 ***********************************************************************
 EO0233  DESIGNATION -  Z 1038
 EO0233  PID         -  EO0233
 EO0233  STATE/COUNTY-  TX/PARMER
 EO0233  USGS QUAD   -  HUB (1965)
 EO0233
 EO0233                         *CURRENT SURVEY CONTROL
 EO0233  ___________________________________________________________________
 EO0233* NAD 83(1986)-  34 31 31.     (N)    102 44 01.     (W)     SCALED    
 EO0233* NAVD 88     -      1232.063  (meters)    4042.19   (feet)  ADJUSTED  
 EO0233  ___________________________________________________________________
 EO0233  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 EO0233  DYNAMIC HT  -        1230.463 (meters)    4036.94  (feet)  COMP
 EO0233  MODELED GRAV-     979,293.5   (mgal)                       NAVD 88
 EO0233
 EO0233  VERT ORDER  -  FIRST     CLASS II
 EO0233
 EO0233.The horizontal coordinates were scaled from a topographic map and have
 EO0233.an estimated accuracy of +/- 6 seconds.
 EO0233
 EO0233.The orthometric height was determined by differential leveling
 EO0233.and adjusted by the National Geodetic Survey in June 1991..
 EO0233
 EO0233.The geoid height was determined by GEOID03.
 EO0233
 EO0233.The dynamic height is computed by dividing the NAVD 88
 EO0233.geopotential number by the normal gravity value computed on the
 EO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0233.degrees latitude (g = 980.6199 gals.).
 EO0233
 EO0233.The modeled gravity was interpolated from observed gravity values.
 EO0233
 EO0233;                    North         East    Units  Estimated Accuracy
 EO0233;SPC TX N     - 1,058,980.       86,740.      MT  (+/- 180 meters Scaled)
 EO0233
 EO0233                          SUPERSEDED SURVEY CONTROL
 EO0233
 EO0233  NGVD 29 (??/??/92) 1231.513  (m)         4040.39   (f) ADJ UNCH    1 2
 EO0233
 EO0233.Superseded values are not recommended for survey control.
 EO0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0233.See file dsdata.txt to determine how the superseded data were derived.
 EO0233
 EO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU080227(NAD 83)
 EO0233_MARKER: DB = BENCH MARK DISK
 EO0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0233_STAMPING: Z 1038 1958
 EO0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0233+STABILITY: SURFACE MOTION
 EO0233
 EO0233  HISTORY     - Date     Condition        Report By
 EO0233  HISTORY     - 1958     MONUMENTED       CGS
 EO0233  HISTORY     - 1984     GOOD             NGS
 EO0233
 EO0233                          STATION DESCRIPTION
 EO0233
 EO0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0233'9.55 MI E FROM BOVINA.
 EO0233'ABOUT 0.2 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0233'THE STATION AT BOVINA, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG FARM
 EO0233'ROAD 1731, THENCE ABOUT 8.7 MILES EAST ALONG STATE HIGHWAY 86, 59 FEET
 EO0233'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.3 MILE WEST OF THE
 EO0233'INTERSECTION OF STATE HIGHWAY 214, 91 FEET WEST-NORTHWEST OF THE
 EO0233'NORTHWEST CORNER OF A SMALL HOUSE, 55 FEET WEST OF A POWER POLE, 10
 EO0233'FEET WEST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 2 FEET EAST
 EO0233'OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING
 EO0233'4 INCHES.
 EO0233
 EO0233                          STATION RECOVERY (1984)
 EO0233
 EO0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0040 ***********************************************************************
 EO0040  DESIGNATION -  Z 1039
 EO0040  PID         -  EO0040
 EO0040  STATE/COUNTY-  TX/DEAF SMITH
 EO0040  USGS QUAD   -  HEREFORD SE (1971)
 EO0040
 EO0040                         *CURRENT SURVEY CONTROL
 EO0040  ___________________________________________________________________
 EO0040* NAD 83(1986)-  34 50 27.     (N)    102 20 36.     (W)     SCALED    
 EO0040* NAVD 88     -      1153.752  (meters)    3785.27   (feet)  ADJUSTED  
 EO0040  ___________________________________________________________________
 EO0040  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 EO0040  DYNAMIC HT  -        1152.299 (meters)    3780.50  (feet)  COMP
 EO0040  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 EO0040
 EO0040  VERT ORDER  -  FIRST     CLASS II
 EO0040
 EO0040.The horizontal coordinates were scaled from a topographic map and have
 EO0040.an estimated accuracy of +/- 6 seconds.
 EO0040
 EO0040.The orthometric height was determined by differential leveling
 EO0040.and adjusted by the National Geodetic Survey in June 1991..
 EO0040
 EO0040.The geoid height was determined by GEOID03.
 EO0040
 EO0040.The dynamic height is computed by dividing the NAVD 88
 EO0040.geopotential number by the normal gravity value computed on the
 EO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0040.degrees latitude (g = 980.6199 gals.).
 EO0040
 EO0040.The modeled gravity was interpolated from observed gravity values.
 EO0040
 EO0040;                    North         East    Units  Estimated Accuracy
 EO0040;SPC TX N     - 1,093,610.      122,870.      MT  (+/- 180 meters Scaled)
 EO0040
 EO0040                          SUPERSEDED SURVEY CONTROL
 EO0040
 EO0040  NGVD 29 (??/??/92) 1153.242  (m)         3783.59   (f) ADJ UNCH    1 2
 EO0040
 EO0040.Superseded values are not recommended for survey control.
 EO0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0040.See file dsdata.txt to determine how the superseded data were derived.
 EO0040
 EO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU429586(NAD 83)
 EO0040_MARKER: DB = BENCH MARK DISK
 EO0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0040_STAMPING: Z 1039 1958
 EO0040_MARK LOGO: CGS   
 EO0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0040+STABILITY: SURFACE MOTION
 EO0040
 EO0040  HISTORY     - Date     Condition        Report By
 EO0040  HISTORY     - 1958     MONUMENTED       CGS
 EO0040  HISTORY     - 1984     GOOD             NGS
 EO0040
 EO0040                          STATION DESCRIPTION
 EO0040
 EO0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0040'3.5 MI NE FROM HEREFORD.
 EO0040'ABOUT 3.5 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0040'FROM THE STATION AT HEREFORD, 44 FEET NORTH OF MILE POST 596, 36 FEET
 EO0040'NORTHWEST OF THE NEAR RAIL, 137 FEET SOUTHEAST OF THE CENTER LINE OF
 EO0040'U. S. HIGHWAY 60, 15 FEET NORTHWEST OF THE NEAR END OF A SECTION CAR
 EO0040'SETOFF, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 EO0040'THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 EO0040'POST PROJECTING 6 INCHES.
 EO0040
 EO0040                          STATION RECOVERY (1984)
 EO0040
 EO0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0040'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE=15
 EO0040'FEET NORTHWEST OF THE NEAR END OF A SECTION CAR SET OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0164 ***********************************************************************
 BO0164  DESIGNATION -  Z 104
 BO0164  PID         -  BO0164
 BO0164  STATE/COUNTY-  TX/CROCKETT
 BO0164  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0164
 BO0164                         *CURRENT SURVEY CONTROL
 BO0164  ___________________________________________________________________
 BO0164* NAD 83(1986)-  30 41 41.     (N)    101 17 48.     (W)     SCALED    
 BO0164* NAVD 88     -       766.073  (meters)    2513.36   (feet)  ADJUSTED  
 BO0164  ___________________________________________________________________
 BO0164  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 BO0164  DYNAMIC HT  -         764.942 (meters)    2509.65  (feet)  COMP
 BO0164  MODELED GRAV-     979,139.7   (mgal)                       NAVD 88
 BO0164
 BO0164  VERT ORDER  -  FIRST     CLASS II
 BO0164
 BO0164.The horizontal coordinates were scaled from a topographic map and have
 BO0164.an estimated accuracy of +/- 6 seconds.
 BO0164
 BO0164.The orthometric height was determined by differential leveling
 BO0164.and adjusted by the National Geodetic Survey in June 1991..
 BO0164
 BO0164.The geoid height was determined by GEOID03.
 BO0164
 BO0164.The dynamic height is computed by dividing the NAVD 88
 BO0164.geopotential number by the normal gravity value computed on the
 BO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0164.degrees latitude (g = 980.6199 gals.).
 BO0164
 BO0164.The modeled gravity was interpolated from observed gravity values.
 BO0164
 BO0164;                    North         East    Units  Estimated Accuracy
 BO0164;SPC TX C     - 3,114,370.      607,720.      MT  (+/- 180 meters Scaled)
 BO0164
 BO0164                          SUPERSEDED SURVEY CONTROL
 BO0164
 BO0164  NGVD 29 (??/??/92)  765.851  (m)         2512.63   (f) ADJ UNCH    1 2
 BO0164
 BO0164.Superseded values are not recommended for survey control.
 BO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0164.See file dsdata.txt to determine how the superseded data were derived.
 BO0164
 BO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU800980(NAD 83)
 BO0164_MARKER: DB = BENCH MARK DISK
 BO0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0164_SP_SET: CULVERT
 BO0164_STAMPING: Z 104 1933 2512.629
 BO0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0164
 BO0164  HISTORY     - Date     Condition        Report By
 BO0164  HISTORY     - 1933     MONUMENTED       CGS
 BO0164  HISTORY     - 1958     GOOD             NGS
 BO0164
 BO0164                          STATION DESCRIPTION
 BO0164
 BO0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0164'6.2 MI W FROM OZONA.
 BO0164'ABOUT 6.2 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0164'OZONA, IN THE TOP OF A ROCK OUTCROP SURROUNDED BY A CIRCLE OF LOOSE
 BO0164'ROCK, 113 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BO0164'ABOUT 0.5 MILE NORTHEAST OF A WINDMILL, 250 FEET SOUTHWEST OF A
 BO0164'CONCRETE CULVERT, 68 FEET SOUTH-SOUTHEAST OF A FENCE, AND ABOUT 3 FEET
 BO0164'LOWER THAN THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0007 ***********************************************************************
 EO0007  DESIGNATION -  Z 1040
 EO0007  PID         -  EO0007
 EO0007  STATE/COUNTY-  TX/RANDALL
 EO0007  USGS QUAD   -  UMBARGER (1984)
 EO0007
 EO0007                         *CURRENT SURVEY CONTROL
 EO0007  ___________________________________________________________________
 EO0007* NAD 83(1986)-  34 57 46.     (N)    102 04 56.     (W)     SCALED    
 EO0007* NAVD 88     -      1150.183  (meters)    3773.56   (feet)  ADJUSTED  
 EO0007  ___________________________________________________________________
 EO0007  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 EO0007  DYNAMIC HT  -        1148.771 (meters)    3768.93  (feet)  COMP
 EO0007  MODELED GRAV-     979,367.3   (mgal)                       NAVD 88
 EO0007
 EO0007  VERT ORDER  -  FIRST     CLASS II
 EO0007
 EO0007.The horizontal coordinates were scaled from a topographic map and have
 EO0007.an estimated accuracy of +/- 6 seconds.
 EO0007
 EO0007.The orthometric height was determined by differential leveling
 EO0007.and adjusted by the National Geodetic Survey in June 1991..
 EO0007.WARNING-Repeat measurements at this control monument indicate possible
 EO0007.vertical movement.
 EO0007
 EO0007.The geoid height was determined by GEOID03.
 EO0007
 EO0007.The dynamic height is computed by dividing the NAVD 88
 EO0007.geopotential number by the normal gravity value computed on the
 EO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0007.degrees latitude (g = 980.6199 gals.).
 EO0007
 EO0007.The modeled gravity was interpolated from observed gravity values.
 EO0007
 EO0007;                    North         East    Units  Estimated Accuracy
 EO0007;SPC TX N     - 1,106,960.      146,830.      MT  (+/- 180 meters Scaled)
 EO0007
 EO0007                          SUPERSEDED SURVEY CONTROL
 EO0007
 EO0007  NGVD 29 (??/??/92) 1149.642  (m)         3771.78   (f) ADJ UNCH    1 2
 EO0007
 EO0007.Superseded values are not recommended for survey control.
 EO0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0007.See file dsdata.txt to determine how the superseded data were derived.
 EO0007
 EO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU664728(NAD 83)
 EO0007_MARKER: DB = BENCH MARK DISK
 EO0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0007_STAMPING: Z 1040 1958
 EO0007_MARK LOGO: CGS   
 EO0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0007+STABILITY: SURFACE MOTION
 EO0007
 EO0007  HISTORY     - Date     Condition        Report By
 EO0007  HISTORY     - 1958     MONUMENTED       CGS
 EO0007  HISTORY     - 1984     GOOD             NGS
 EO0007
 EO0007                          STATION DESCRIPTION
 EO0007
 EO0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0007'1.6 MI NE FROM UMBARGER.
 EO0007'ABOUT 1.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0007'FROM THE STATION AT UMBARGER, 84 FEET NORTHWEST OF MILE POST 579, 82
 EO0007'FEET NORTHWEST OF THE NEAR RAIL, 68 FEET SOUTHEAST OF THE CENTER LINE
 EO0007'OF U. S. HIGHWAY 60, 6 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET
 EO0007'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE TRACK, ABOUT
 EO0007'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 EO0007'INCHES.
 EO0007
 EO0007                          STATION RECOVERY (1984)
 EO0007
 EO0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0007'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.9 KM
 EO0007'(8.65 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0007'RAILROAD FROM THE STATION IN CANYON, DELETE=6 FEET NORTHEAST OF A
 EO0007'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0251 ***********************************************************************
 DM0251  DESIGNATION -  Z 1041
 DM0251  PID         -  DM0251
 DM0251  STATE/COUNTY-  TX/MORRIS
 DM0251  USGS QUAD   -  DAINGERFIELD (1980)
 DM0251
 DM0251                         *CURRENT SURVEY CONTROL
 DM0251  ___________________________________________________________________
 DM0251* NAD 83(1986)-  33 02 17.     (N)    094 42 54.     (W)     SCALED    
 DM0251* NAVD 88     -       110.262  (meters)     361.75   (feet)  ADJUSTED  
 DM0251  ___________________________________________________________________
 DM0251  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0251  DYNAMIC HT  -         110.141 (meters)     361.35  (feet)  COMP
 DM0251  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 DM0251
 DM0251  VERT ORDER  -  FIRST     CLASS II
 DM0251
 DM0251.The horizontal coordinates were scaled from a topographic map and have
 DM0251.an estimated accuracy of +/- 6 seconds.
 DM0251
 DM0251.The orthometric height was determined by differential leveling
 DM0251.and adjusted by the National Geodetic Survey in June 1991..
 DM0251
 DM0251.The geoid height was determined by GEOID03.
 DM0251
 DM0251.The dynamic height is computed by dividing the NAVD 88
 DM0251.geopotential number by the normal gravity value computed on the
 DM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0251.degrees latitude (g = 980.6199 gals.).
 DM0251
 DM0251.The modeled gravity was interpolated from observed gravity values.
 DM0251
 DM0251;                    North         East    Units  Estimated Accuracy
 DM0251;SPC TXNC     - 2,158,440.      953,450.      MT  (+/- 180 meters Scaled)
 DM0251
 DM0251                          SUPERSEDED SURVEY CONTROL
 DM0251
 DM0251  NGVD 29 (??/??/92)  110.295  (m)          361.86   (f) ADJ UNCH    1 2
 DM0251
 DM0251.Superseded values are not recommended for survey control.
 DM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0251.See file dsdata.txt to determine how the superseded data were derived.
 DM0251
 DM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS398568(NAD 83)
 DM0251_MARKER: DB = BENCH MARK DISK
 DM0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0251_STAMPING: Z 1041 1954
 DM0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0251+STABILITY: SURFACE MOTION
 DM0251
 DM0251  HISTORY     - Date     Condition        Report By
 DM0251  HISTORY     - 1954     MONUMENTED       CGS
 DM0251
 DM0251                          STATION DESCRIPTION
 DM0251
 DM0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0251'0.7 MI NE FROM DRINGERFIELD.
 DM0251'0.7 MILE NORTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0251'STATION AT DRINGERFIELD, 0.15 MILE NORTHEAST OF A ROAD CROSSING, 93
 DM0251'FEET NORTHWEST OF THE NORTHWEST RAIL, 53.4 FEET SOUTH OF THE SOUTH
 DM0251'CORNER OF A SMALL SHEET METAL BUILDING, 2 FEET SOUTHEAST OF A FENCE, 3
 DM0251'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DM0251'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0002 ***********************************************************************
 CR0002  DESIGNATION -  Z 1042
 CR0002  PID         -  CR0002
 CR0002  STATE/COUNTY-  TX/MARION
 CR0002  USGS QUAD   -  KELLYVILLE (1962)
 CR0002
 CR0002                         *CURRENT SURVEY CONTROL
 CR0002  ___________________________________________________________________
 CR0002* NAD 83(1986)-  32 49 07.     (N)    094 28 17.     (W)     SCALED    
 CR0002* NAVD 88     -        91.572  (meters)     300.43   (feet)  ADJUSTED  
 CR0002  ___________________________________________________________________
 CR0002  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CR0002  DYNAMIC HT  -          91.470 (meters)     300.10  (feet)  COMP
 CR0002  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 CR0002
 CR0002  VERT ORDER  -  FIRST     CLASS II
 CR0002
 CR0002.The horizontal coordinates were scaled from a topographic map and have
 CR0002.an estimated accuracy of +/- 6 seconds.
 CR0002
 CR0002.The orthometric height was determined by differential leveling
 CR0002.and adjusted by the National Geodetic Survey in June 1991..
 CR0002
 CR0002.The geoid height was determined by GEOID03.
 CR0002
 CR0002.The dynamic height is computed by dividing the NAVD 88
 CR0002.geopotential number by the normal gravity value computed on the
 CR0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0002.degrees latitude (g = 980.6199 gals.).
 CR0002
 CR0002.The modeled gravity was interpolated from observed gravity values.
 CR0002
 CR0002;                    North         East    Units  Estimated Accuracy
 CR0002;SPC TXNC     - 2,134,970.      977,120.      MT  (+/- 180 meters Scaled)
 CR0002
 CR0002                          SUPERSEDED SURVEY CONTROL
 CR0002
 CR0002  NGVD 29 (??/??/92)   91.623  (m)          300.60   (f) ADJ UNCH    1 2
 CR0002
 CR0002.Superseded values are not recommended for survey control.
 CR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0002.See file dsdata.txt to determine how the superseded data were derived.
 CR0002
 CR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS622321(NAD 83)
 CR0002_MARKER: DB = BENCH MARK DISK
 CR0002_SETTING: 66 = SET IN ROCK OUTCROP
 CR0002_SP_SET: SANDSTONE OUTCROP
 CR0002_STAMPING: Z 1042 1954
 CR0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CR0002+STABILITY: POSITION/ELEVATION WELL
 CR0002
 CR0002  HISTORY     - Date     Condition        Report By
 CR0002  HISTORY     - 1954     MONUMENTED       CGS
 CR0002
 CR0002                          STATION DESCRIPTION
 CR0002
 CR0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0002'9.7 MI NW FROM JEFFERSON.
 CR0002'9.7 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0002'STATION AT JEFFERSON, 5 1/2 POLES SOUTHEAST OF MILEPOST T - 59, 28.5
 CR0002'FEET NORTHEAST OF THE NORTHEAST RAIL, AT THE NORTHEAST EDGE OF A SMALL
 CR0002'LAKE, SET IN TOP OF THE SOUTHWEST EDGE OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1158 ***********************************************************************
 FL1158  DESIGNATION -  Z 1043
 FL1158  PID         -  FL1158
 FL1158  STATE/COUNTY-  TX/POTTER
 FL1158  USGS QUAD   -  PULLMAN (1973)
 FL1158
 FL1158                         *CURRENT SURVEY CONTROL
 FL1158  ___________________________________________________________________
 FL1158* NAD 83(1986)-  35 12 32.     (N)    101 43 58.     (W)     SCALED    
 FL1158* NAVD 88     -      1092.719  (meters)    3585.03   (feet)  ADJUSTED  
 FL1158  ___________________________________________________________________
 FL1158  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL1158  DYNAMIC HT  -        1091.421 (meters)    3580.77  (feet)  COMP
 FL1158  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 FL1158
 FL1158  VERT ORDER  -  FIRST     CLASS II
 FL1158
 FL1158.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1158
 FL1158.The horizontal coordinates were scaled from a topographic map and have
 FL1158.an estimated accuracy of +/- 6 seconds.
 FL1158
 FL1158.The orthometric height was determined by differential leveling
 FL1158.and adjusted by the National Geodetic Survey in June 1991..
 FL1158
 FL1158.The geoid height was determined by GEOID03.
 FL1158
 FL1158.The dynamic height is computed by dividing the NAVD 88
 FL1158.geopotential number by the normal gravity value computed on the
 FL1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1158.degrees latitude (g = 980.6199 gals.).
 FL1158
 FL1158.The modeled gravity was interpolated from observed gravity values.
 FL1158
 FL1158;                    North         East    Units  Estimated Accuracy
 FL1158;SPC TX N     - 1,134,140.      178,810.      MT  (+/- 180 meters Scaled)
 FL1158
 FL1158                          SUPERSEDED SURVEY CONTROL
 FL1158
 FL1158  NGVD 29 (??/??/92) 1092.220  (m)         3583.39   (f) ADJ UNCH    1 2
 FL1158
 FL1158.Superseded values are not recommended for survey control.
 FL1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1158.See file dsdata.txt to determine how the superseded data were derived.
 FL1158
 FL1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD512996(NAD 83)
 FL1158_MARKER: DB = BENCH MARK DISK
 FL1158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL1158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL1158_STAMPING: Z 1043 1957
 FL1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1158
 FL1158  HISTORY     - Date     Condition        Report By
 FL1158  HISTORY     - 1957     MONUMENTED       CGS
 FL1158  HISTORY     - 1964     GOOD             NGS
 FL1158  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1158
 FL1158                          STATION DESCRIPTION
 FL1158
 FL1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FL1158'9 MI NE FROM AMARILLO.
 FL1158'ABOUT 9 MILES NORTHEAST OF AMARILLO, AT AMARILLO AIR FORCE BASE,
 FL1158'13,500 FEET SOUTHWEST OF THE NORTHEAST END OF A PROPOSED RUNWAY, AT
 FL1158'THE SOUTHWEST END OF THE PROPOSED RUNWAY, 1445 FEET NORTHWEST OF THE
 FL1158'CENTER LINE OF THE PROPOSED RUNWAY, AT RUNWAY STATION 0 + 62 50/, 1.5
 FL1158'FEET SOUTH OF A WINTESS POST, 5 FEET SOUTHEAST OF THE PROPERTY LINE OF
 FL1158'THE AIR BASE, WELDED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 FL1158'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 FL1158
 FL1158                          STATION RECOVERY (1964)
 FL1158
 FL1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FL1158'RECOVERED IN GOOD CONDITION.
 FL1158
 FL1158                          STATION RECOVERY (1984)
 FL1158
 FL1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0025 ***********************************************************************
 CT0025  DESIGNATION -  Z 1048
 CT0025  PID         -  CT0025
 CT0025  STATE/COUNTY-  TX/PALO PINTO
 CT0025  USGS QUAD   -  SANTO (1984)
 CT0025
 CT0025                         *CURRENT SURVEY CONTROL
 CT0025  ___________________________________________________________________
 CT0025* NAD 83(1986)-  32 36 02.     (N)    098 13 19.     (W)     SCALED    
 CT0025* NAVD 88     -       255.924  (meters)     839.64   (feet)  ADJUSTED  
 CT0025  ___________________________________________________________________
 CT0025  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0025  DYNAMIC HT  -         255.610 (meters)     838.61  (feet)  COMP
 CT0025  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 CT0025
 CT0025  VERT ORDER  -  FIRST     CLASS II
 CT0025
 CT0025.The horizontal coordinates were scaled from a topographic map and have
 CT0025.an estimated accuracy of +/- 6 seconds.
 CT0025
 CT0025.The orthometric height was determined by differential leveling
 CT0025.and adjusted by the National Geodetic Survey in June 1991..
 CT0025
 CT0025.The geoid height was determined by GEOID03.
 CT0025
 CT0025.The dynamic height is computed by dividing the NAVD 88
 CT0025.geopotential number by the normal gravity value computed on the
 CT0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0025.degrees latitude (g = 980.6199 gals.).
 CT0025
 CT0025.The modeled gravity was interpolated from observed gravity values.
 CT0025
 CT0025;                    North         East    Units  Estimated Accuracy
 CT0025;SPC TXNC     - 2,103,590.      626,100.      MT  (+/- 180 meters Scaled)
 CT0025
 CT0025                          SUPERSEDED SURVEY CONTROL
 CT0025
 CT0025  NGVD 29 (??/??/92)  255.838  (m)          839.36   (f) ADJ UNCH    1 2
 CT0025
 CT0025.Superseded values are not recommended for survey control.
 CT0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0025.See file dsdata.txt to determine how the superseded data were derived.
 CT0025
 CT0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB730072(NAD 83)
 CT0025_MARKER: DB = BENCH MARK DISK
 CT0025_SETTING: 66 = SET IN ROCK OUTCROP
 CT0025_SP_SET: ROCK OUTCROP
 CT0025_STAMPING: Z 1048 1955
 CT0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0025+STABILITY: POSITION/ELEVATION WELL
 CT0025
 CT0025  HISTORY     - Date     Condition        Report By
 CT0025  HISTORY     - 1955     MONUMENTED       CGS
 CT0025  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0025  HISTORY     - 20040327 GOOD             USPSQD
 CT0025
 CT0025                          STATION DESCRIPTION
 CT0025
 CT0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0025'0.4 MI SW FROM SANTO.
 CT0025'0.4 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0025'STATION AT SANTO, 178 FEET NORTHEAST OF A PHONE BOOTH, 34.3 FEET
 CT0025'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 17 FEET EAST OF THE
 CT0025'1ST POLE NORTHEAST OF MILEPOST 308, 1.5 FEET ABOVE THE GROUND, SET IN
 CT0025'THE TOP OF A LARGE FLAT SANDSTONE ROCK.
 CT0025
 CT0025                          STATION RECOVERY (2002)
 CT0025
 CT0025'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0025'MARK NOT FOUND.
 CT0025
 CT0025                          STATION RECOVERY (2004)
 CT0025
 CT0025'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0163 ***********************************************************************
 CT0163  DESIGNATION -  Z 1049
 CT0163  PID         -  CT0163
 CT0163  STATE/COUNTY-  TX/EASTLAND
 CT0163  USGS QUAD   -  RANGER (1987)
 CT0163
 CT0163                         *CURRENT SURVEY CONTROL
 CT0163  ___________________________________________________________________
 CT0163* NAD 83(1986)-  32 28 10.     (N)    098 40 47.     (W)     SCALED    
 CT0163* NAVD 88     -       439.302  (meters)    1441.28   (feet)  ADJUSTED  
 CT0163  ___________________________________________________________________
 CT0163  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CT0163  DYNAMIC HT  -         438.739 (meters)    1439.43  (feet)  COMP
 CT0163  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 CT0163
 CT0163  VERT ORDER  -  FIRST     CLASS II
 CT0163
 CT0163.The horizontal coordinates were scaled from a topographic map and have
 CT0163.an estimated accuracy of +/- 6 seconds.
 CT0163
 CT0163.The orthometric height was determined by differential leveling
 CT0163.and adjusted by the National Geodetic Survey in June 1991..
 CT0163
 CT0163.The geoid height was determined by GEOID03.
 CT0163
 CT0163.The dynamic height is computed by dividing the NAVD 88
 CT0163.geopotential number by the normal gravity value computed on the
 CT0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0163.degrees latitude (g = 980.6199 gals.).
 CT0163
 CT0163.The modeled gravity was interpolated from observed gravity values.
 CT0163
 CT0163;                    North         East    Units  Estimated Accuracy
 CT0163;SPC TXNC     - 2,089,040.      583,110.      MT  (+/- 180 meters Scaled)
 CT0163
 CT0163                          SUPERSEDED SURVEY CONTROL
 CT0163
 CT0163  NGVD 29 (??/??/92)  439.162  (m)         1440.82   (f) ADJ UNCH    1 2
 CT0163
 CT0163.Superseded values are not recommended for survey control.
 CT0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0163.See file dsdata.txt to determine how the superseded data were derived.
 CT0163
 CT0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA300925(NAD 83)
 CT0163_MARKER: DB = BENCH MARK DISK
 CT0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0163_SP_SET: CONCRETE BASE
 CT0163_STAMPING: Z 1049 1956
 CT0163_MARK LOGO: CGS   
 CT0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0163
 CT0163  HISTORY     - Date     Condition        Report By
 CT0163  HISTORY     - 1956     MONUMENTED       CGS
 CT0163  HISTORY     - 1983     GOOD             NGS
 CT0163  HISTORY     - 20020316 GOOD             USPSQD
 CT0163
 CT0163                          STATION DESCRIPTION
 CT0163
 CT0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0163'IN RANGER.
 CT0163'AT RANGER, 26.7 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE TEXAS
 CT0163'AND PACIFIC RAILROAD STATION, 36.7 FEET WEST OF THE WEST RAIL OF THE
 CT0163'MAIN TRACK, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 CT0163'BASE OF A RADIO ANTENNA.
 CT0163
 CT0163                          STATION RECOVERY (1983)
 CT0163
 CT0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0163'RECOVERED IN GOOD CONDITION.
 CT0163
 CT0163                          STATION RECOVERY (2002)
 CT0163
 CT0163'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0355 ***********************************************************************
 BO0355  DESIGNATION -  Z 105
 BO0355  PID         -  BO0355
 BO0355  STATE/COUNTY-  TX/PECOS
 BO0355  USGS QUAD   -  DIVIDE COUNTRY (1967)
 BO0355
 BO0355                         *CURRENT SURVEY CONTROL
 BO0355  ___________________________________________________________________
 BO0355* NAD 83(1986)-  30 46 32.     (N)    101 57 12.     (W)     SCALED    
 BO0355* NAVD 88     -       715.042  (meters)    2345.93   (feet)  ADJUSTED  
 BO0355  ___________________________________________________________________
 BO0355  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 BO0355  DYNAMIC HT  -         713.994 (meters)    2342.50  (feet)  COMP
 BO0355  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 BO0355
 BO0355  VERT ORDER  -  FIRST     CLASS II
 BO0355
 BO0355.The horizontal coordinates were scaled from a topographic map and have
 BO0355.an estimated accuracy of +/- 6 seconds.
 BO0355
 BO0355.The orthometric height was determined by differential leveling
 BO0355.and adjusted by the National Geodetic Survey in June 1991..
 BO0355
 BO0355.The geoid height was determined by GEOID03.
 BO0355
 BO0355.The dynamic height is computed by dividing the NAVD 88
 BO0355.geopotential number by the normal gravity value computed on the
 BO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0355.degrees latitude (g = 980.6199 gals.).
 BO0355
 BO0355.The modeled gravity was interpolated from observed gravity values.
 BO0355
 BO0355;                    North         East    Units  Estimated Accuracy
 BO0355;SPC TX C     - 3,124,060.      544,950.      MT  (+/- 180 meters Scaled)
 BO0355
 BO0355                          SUPERSEDED SURVEY CONTROL
 BO0355
 BO0355  NGVD 29 (??/??/92)  714.799  (m)         2345.14   (f) ADJ UNCH    1 2
 BO0355
 BO0355.Superseded values are not recommended for survey control.
 BO0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0355.See file dsdata.txt to determine how the superseded data were derived.
 BO0355
 BO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV173084(NAD 83)
 BO0355_MARKER: DB = BENCH MARK DISK
 BO0355_SETTING: 66 = SET IN ROCK OUTCROP
 BO0355_SP_SET: OUTCROP
 BO0355_STAMPING: Z 105 1933 2345.136
 BO0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0355+STABILITY: POSITION/ELEVATION WELL
 BO0355
 BO0355  HISTORY     - Date     Condition        Report By
 BO0355  HISTORY     - 1933     MONUMENTED       CGS
 BO0355  HISTORY     - 1958     GOOD             NGS
 BO0355
 BO0355                          STATION DESCRIPTION
 BO0355
 BO0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0355'11.8 MI W FROM SHEFFIELD.
 BO0355'ABOUT 11.8 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0355'SHEFFIELD, IN THE TOP OF A FLAT ROCK OUTCROP PROJECTING 1 FOOT ON THE
 BO0355'SOUTHWEST SIDE, 90 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BO0355'131 1/2 FEET EAST OF THE SOUTHEAST END OF A CONCRETE HEADWALL, ON THE
 BO0355'INSIDE OF A LONG CURVE IN THE HIGHWAY, 38 FEET NORTHEAST OF THE
 BO0355'NORTHEAST HIGHWAY RIGHT OF WAY FENCE, AND ABOUT 5 FEET ABOVE THE
 BO0355'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0498 ***********************************************************************
 CT0498  DESIGNATION -  Z 1051
 CT0498  PID         -  CT0498
 CT0498  STATE/COUNTY-  TX/CALLAHAN
 CT0498  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0498
 CT0498                         *CURRENT SURVEY CONTROL
 CT0498  ___________________________________________________________________
 CT0498* NAD 83(1986)-  32 24 37.     (N)    099 33 27.     (W)     SCALED    
 CT0498* NAVD 88     -       598.966  (meters)    1965.11   (feet)  ADJUSTED  
 CT0498  ___________________________________________________________________
 CT0498  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CT0498  DYNAMIC HT  -         598.182 (meters)    1962.54  (feet)  COMP
 CT0498  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 CT0498
 CT0498  VERT ORDER  -  FIRST     CLASS II
 CT0498
 CT0498.The horizontal coordinates were scaled from a topographic map and have
 CT0498.an estimated accuracy of +/- 6 seconds.
 CT0498
 CT0498.The orthometric height was determined by differential leveling
 CT0498.and adjusted by the National Geodetic Survey in June 1991..
 CT0498
 CT0498.The geoid height was determined by GEOID03.
 CT0498
 CT0498.The dynamic height is computed by dividing the NAVD 88
 CT0498.geopotential number by the normal gravity value computed on the
 CT0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0498.degrees latitude (g = 980.6199 gals.).
 CT0498
 CT0498.The modeled gravity was interpolated from observed gravity values.
 CT0498
 CT0498;                    North         East    Units  Estimated Accuracy
 CT0498;SPC TXNC     - 2,082,960.      500,530.      MT  (+/- 180 meters Scaled)
 CT0498
 CT0498                          SUPERSEDED SURVEY CONTROL
 CT0498
 CT0498  NGVD 29 (??/??/92)  598.786  (m)         1964.52   (f) ADJ UNCH    1 2
 CT0498
 CT0498.Superseded values are not recommended for survey control.
 CT0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0498.See file dsdata.txt to determine how the superseded data were derived.
 CT0498
 CT0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA475860(NAD 83)
 CT0498_MARKER: DB = BENCH MARK DISK
 CT0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0498_SP_SET: CULVERT
 CT0498_STAMPING: Z 1051 1956
 CT0498_MARK LOGO: CGS   
 CT0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0498
 CT0498  HISTORY     - Date     Condition        Report By
 CT0498  HISTORY     - 1956     MONUMENTED       CGS
 CT0498  HISTORY     - 1961     GOOD             NGS
 CT0498  HISTORY     - 1983     GOOD             NGS
 CT0498  HISTORY     - 20011013 GOOD             USPSQD
 CT0498
 CT0498                          STATION DESCRIPTION
 CT0498
 CT0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0498'3.7 MI W FROM CLYDE.
 CT0498'3.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0498'AT CLYDE, 53 FEET NORTH OF THE CENTER LINE OF FARM ROAD 18, 35.5 FEET
 CT0498'SOUTHWEST OF THE 7TH POLE EAST OF MILEPOST 396, 50 FEET SOUTH OF THE
 CT0498'SOUTH RAIL, 12 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CT0498'CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD.
 CT0498
 CT0498                          STATION RECOVERY (1961)
 CT0498
 CT0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0498'RECOVERED IN GOOD CONDITION.
 CT0498
 CT0498                          STATION RECOVERY (1983)
 CT0498
 CT0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0498'RECOVERED IN GOOD CONDITION.
 CT0498
 CT0498                          STATION RECOVERY (2001)
 CT0498
 CT0498'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0200 ***********************************************************************
 CT0200  DESIGNATION -  Z 1052
 CT0200  PID         -  CT0200
 CT0200  STATE/COUNTY-  TX/EASTLAND
 CT0200  USGS QUAD   -  CISCO NORTH (1987)
 CT0200
 CT0200                         *CURRENT SURVEY CONTROL
 CT0200  ___________________________________________________________________
 CT0200* NAD 83(1986)-  32 25 09.     (N)    098 59 51.     (W)     SCALED    
 CT0200* NAVD 88     -       485.688  (meters)    1593.46   (feet)  ADJUSTED  
 CT0200  ___________________________________________________________________
 CT0200  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CT0200  DYNAMIC HT  -         485.062 (meters)    1591.41  (feet)  COMP
 CT0200  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 CT0200
 CT0200  VERT ORDER  -  FIRST     CLASS II
 CT0200
 CT0200.This mark is at Cisco Municipal Airport (3F2)
 CT0200
 CT0200.The horizontal coordinates were scaled from a topographic map and have
 CT0200.an estimated accuracy of +/- 6 seconds.
 CT0200
 CT0200.The orthometric height was determined by differential leveling
 CT0200.and adjusted by the National Geodetic Survey in June 1991..
 CT0200
 CT0200.The geoid height was determined by GEOID03.
 CT0200
 CT0200.The dynamic height is computed by dividing the NAVD 88
 CT0200.geopotential number by the normal gravity value computed on the
 CT0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0200.degrees latitude (g = 980.6199 gals.).
 CT0200
 CT0200.The modeled gravity was interpolated from observed gravity values.
 CT0200
 CT0200;                    North         East    Units  Estimated Accuracy
 CT0200;SPC TXNC     - 2,083,560.      553,210.      MT  (+/- 180 meters Scaled)
 CT0200
 CT0200                          SUPERSEDED SURVEY CONTROL
 CT0200
 CT0200  NGVD 29 (??/??/92)  485.539  (m)         1592.97   (f) ADJ UNCH    1 2
 CT0200
 CT0200.Superseded values are not recommended for survey control.
 CT0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0200.See file dsdata.txt to determine how the superseded data were derived.
 CT0200
 CT0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA002868(NAD 83)
 CT0200_MARKER: DB = BENCH MARK DISK
 CT0200_SETTING: 80 = SET IN A BOULDER
 CT0200_SP_SET: BOULDER
 CT0200_STAMPING: Z 1052 1956
 CT0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0200+STABILITY: SURFACE MOTION
 CT0200
 CT0200  HISTORY     - Date     Condition        Report By
 CT0200  HISTORY     - 1956     MONUMENTED       CGS
 CT0200
 CT0200                          STATION DESCRIPTION
 CT0200
 CT0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0200'2.9 MI N FROM CISCO.
 CT0200'2.1 MILES NORTH ALONG U.S. HIGHWAY 380 FROM THE TEXAS AND PACIFIC
 CT0200'RAILROAD STATION AT CISCO, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD,
 CT0200'THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD, 54.5 FEET SOUTHEAST OF THE
 CT0200'SOUTHEAST CORNER OF THE MOST SOUTHERLY ONE OF THREE LARGE HANGARS AT
 CT0200'THE CISCO AIRPORT, 33 FEET EAST OF THE EAST SIDE OF THE MOST NORTHERLY
 CT0200'ONE OF TWO SMALL HANGARS, 54 FEET WEST OF THE CENTER LINE OF A TRACK
 CT0200'ROAD, 0.3 FOOT ABOVE THE GROUND, SET IN THE TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0536 ***********************************************************************
 CT0536  DESIGNATION -  Z 1053
 CT0536  PID         -  CT0536
 CT0536  STATE/COUNTY-  TX/TAYLOR
 CT0536  USGS QUAD   -  ABILENE WEST (1987)
 CT0536
 CT0536                         *CURRENT SURVEY CONTROL
 CT0536  ___________________________________________________________________
 CT0536* NAD 83(1986)-  32 25 51.     (N)    099 49 01.     (W)     SCALED    
 CT0536* NAVD 88     -       533.672  (meters)    1750.89   (feet)  ADJUSTED  
 CT0536  ___________________________________________________________________
 CT0536  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CT0536  DYNAMIC HT  -         532.979 (meters)    1748.62  (feet)  COMP
 CT0536  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 CT0536
 CT0536  VERT ORDER  -  FIRST     CLASS II
 CT0536
 CT0536.The horizontal coordinates were scaled from a topographic map and have
 CT0536.an estimated accuracy of +/- 6 seconds.
 CT0536
 CT0536.The orthometric height was determined by differential leveling
 CT0536.and adjusted by the National Geodetic Survey in June 1991..
 CT0536
 CT0536.The geoid height was determined by GEOID03.
 CT0536
 CT0536.The dynamic height is computed by dividing the NAVD 88
 CT0536.geopotential number by the normal gravity value computed on the
 CT0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0536.degrees latitude (g = 980.6199 gals.).
 CT0536
 CT0536.The modeled gravity was interpolated from observed gravity values.
 CT0536
 CT0536;                    North         East    Units  Estimated Accuracy
 CT0536;SPC TXNC     - 2,085,520.      476,160.      MT  (+/- 180 meters Scaled)
 CT0536
 CT0536                          SUPERSEDED SURVEY CONTROL
 CT0536
 CT0536  NGVD 29 (??/??/92)  533.505  (m)         1750.34   (f) ADJ UNCH    1 2
 CT0536
 CT0536.Superseded values are not recommended for survey control.
 CT0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0536.See file dsdata.txt to determine how the superseded data were derived.
 CT0536
 CT0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA231884(NAD 83)
 CT0536_MARKER: DB = BENCH MARK DISK
 CT0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0536_SP_SET: CULVERT
 CT0536_STAMPING: Z 1053 1956
 CT0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0536
 CT0536  HISTORY     - Date     Condition        Report By
 CT0536  HISTORY     - 1956     MONUMENTED       CGS
 CT0536  HISTORY     - 1961     GOOD             NGS
 CT0536
 CT0536                          STATION DESCRIPTION
 CT0536
 CT0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0536'6.1 MI SW FROM ABILENE.
 CT0536'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0536'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG AN OILED ROAD, THENCE 1.0 MILE
 CT0536'SOUTHWEST ALONG THE MAIN ACCESS ROAD OF THE ABILENE AIR FORCE BASE, 32
 CT0536'FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE WEST
 CT0536'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 CT0536
 CT0536                          STATION RECOVERY (1961)
 CT0536
 CT0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0534 ***********************************************************************
 CU0534  DESIGNATION -  Z 1054
 CU0534  PID         -  CU0534
 CU0534  STATE/COUNTY-  TX/HOWARD
 CU0534  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU0534
 CU0534                         *CURRENT SURVEY CONTROL
 CU0534  ___________________________________________________________________
 CU0534* NAD 83(1986)-  32 14 12.     (N)    101 28 21.     (W)     SCALED    
 CU0534* NAVD 88     -       776.190  (meters)    2546.55   (feet)  ADJUSTED  
 CU0534  ___________________________________________________________________
 CU0534  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CU0534  DYNAMIC HT  -         775.124 (meters)    2543.05  (feet)  COMP
 CU0534  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 CU0534
 CU0534  VERT ORDER  -  FIRST     CLASS II
 CU0534
 CU0534.The horizontal coordinates were scaled from a topographic map and have
 CU0534.an estimated accuracy of +/- 6 seconds.
 CU0534
 CU0534.The orthometric height was determined by differential leveling
 CU0534.and adjusted by the National Geodetic Survey in June 1991..
 CU0534
 CU0534.The geoid height was determined by GEOID03.
 CU0534
 CU0534.The dynamic height is computed by dividing the NAVD 88
 CU0534.geopotential number by the normal gravity value computed on the
 CU0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0534.degrees latitude (g = 980.6199 gals.).
 CU0534
 CU0534.The modeled gravity was interpolated from observed gravity values.
 CU0534
 CU0534;                    North         East    Units  Estimated Accuracy
 CU0534;SPC TXNC     - 2,067,170.      319,890.      MT  (+/- 180 meters Scaled)
 CU0534
 CU0534                          SUPERSEDED SURVEY CONTROL
 CU0534
 CU0534  NGVD 29 (??/??/92)  775.922  (m)         2545.67   (f) ADJ UNCH    1 2
 CU0534
 CU0534.Superseded values are not recommended for survey control.
 CU0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0534.See file dsdata.txt to determine how the superseded data were derived.
 CU0534
 CU0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA670693(NAD 83)
 CU0534_MARKER: DB = BENCH MARK DISK
 CU0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0534_STAMPING: Z 1054 1956
 CU0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0534+STABILITY: SURFACE MOTION
 CU0534
 CU0534  HISTORY     - Date     Condition        Report By
 CU0534  HISTORY     - 1956     MONUMENTED       CGS
 CU0534  HISTORY     - 1966     MARK NOT FOUND   USGS
 CU0534
 CU0534                          STATION DESCRIPTION
 CU0534
 CU0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0534'1.45 MI SE FROM BIG SPRING.
 CU0534'0.15 MILE SOUTHEAST ALONG RUNNELS STREET FROM THE TEXAS AND PACIFIC
 CU0534'RAILROAD STATION AT BIG SPRING, THENCE 0.2 MILE SOUTHWEST ALONG 3RD
 CU0534'STREET, THENCE 1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 87, 182 FEET
 CU0534'SOUTH OF THE CENTER LINE OF WEST 18TH STREET, 88 FEET SOUTHEAST OF THE
 CU0534'SOUTHEAST CORNER OF A CONOCO SERVICE STATION, 36 FEET WEST OF THE
 CU0534'CENTER LINE OF THE HIGHWAY, 7.5 FEET WEST OF A LIGHT POLE, 1 FOOT
 CU0534'NORTH OF A CONCRETE CURB, SET IN THE TOP OF A CONCRETE POST WHICH IS
 CU0534'FLUSH WITH THE GROUND.
 CU0534
 CU0534                          STATION RECOVERY (1966)
 CU0534
 CU0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0152 ***********************************************************************
 CU0152  DESIGNATION -  Z 1055
 CU0152  PID         -  CU0152
 CU0152  STATE/COUNTY-  TX/TAYLOR
 CU0152  USGS QUAD   -  MERKEL WEST (1984)
 CU0152
 CU0152                         *CURRENT SURVEY CONTROL
 CU0152  ___________________________________________________________________
 CU0152* NAD 83(1986)-  32 29 07.     (N)    100 06 33.     (W)     SCALED    
 CU0152* NAVD 88     -       588.695  (meters)    1931.41   (feet)  ADJUSTED  
 CU0152  ___________________________________________________________________
 CU0152  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0152  DYNAMIC HT  -         587.926 (meters)    1928.89  (feet)  COMP
 CU0152  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 CU0152
 CU0152  VERT ORDER  -  FIRST     CLASS II
 CU0152
 CU0152.The horizontal coordinates were scaled from a topographic map and have
 CU0152.an estimated accuracy of +/- 6 seconds.
 CU0152
 CU0152.The orthometric height was determined by differential leveling
 CU0152.and adjusted by the National Geodetic Survey in June 1991..
 CU0152
 CU0152.The geoid height was determined by GEOID03.
 CU0152
 CU0152.The dynamic height is computed by dividing the NAVD 88
 CU0152.geopotential number by the normal gravity value computed on the
 CU0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0152.degrees latitude (g = 980.6199 gals.).
 CU0152
 CU0152.The modeled gravity was interpolated from observed gravity values.
 CU0152
 CU0152;                    North         East    Units  Estimated Accuracy
 CU0152;SPC TXNC     - 2,091,940.      448,770.      MT  (+/- 180 meters Scaled)
 CU0152
 CU0152                          SUPERSEDED SURVEY CONTROL
 CU0152
 CU0152  NGVD 29 (??/??/92)  588.515  (m)         1930.82   (f) ADJ UNCH    1 2
 CU0152
 CU0152.Superseded values are not recommended for survey control.
 CU0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0152.See file dsdata.txt to determine how the superseded data were derived.
 CU0152
 CU0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA957947(NAD 83)
 CU0152_MARKER: DB = BENCH MARK DISK
 CU0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0152_STAMPING: Z 1055 1956
 CU0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0152+STABILITY: SURFACE MOTION
 CU0152
 CU0152  HISTORY     - Date     Condition        Report By
 CU0152  HISTORY     - 1956     MONUMENTED       CGS
 CU0152  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0152  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0152
 CU0152                          STATION DESCRIPTION
 CU0152
 CU0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0152'0.8 MI E FROM TRENT.
 CU0152'0.8 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0152'TRENT, 30.5 FEET SOUTH OF THE SOUTH RAIL, 93 FEET EAST OF THE CENTER
 CU0152'LINE OF A NORTH AND SOUTH GRAVELED ROAD, 40 FEET NORTH OF THE CENTER
 CU0152'LINE OF A PRIVATE ROAD LEADING EAST, 29.5 FEET WEST OF A TELEPHONE
 CU0152'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 3 FEET WEST OF A WITNESS
 CU0152'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 CU0152'THE GROUND.
 CU0152
 CU0152                          STATION RECOVERY (1982)
 CU0152
 CU0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0152'PART OF THE POST WAS FOUND BUT THE DISK WAS NOT RECLAIMED.
 CU0152
 CU0152                          STATION RECOVERY (2001)
 CU0152
 CU0152'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0086 ***********************************************************************
 CU0086  DESIGNATION -  Z 1056
 CU0086  PID         -  CU0086
 CU0086  STATE/COUNTY-  TX/FISHER
 CU0086  USGS QUAD   -  ESKOTA (1987)
 CU0086
 CU0086                         *CURRENT SURVEY CONTROL
 CU0086  ___________________________________________________________________
 CU0086* NAD 83(1986)-  32 31 31.     (N)    100 16 37.     (W)     SCALED    
 CU0086* NAVD 88     -       591.734  (meters)    1941.38   (feet)  POSTED    
 CU0086  ___________________________________________________________________
 CU0086  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CU0086  DYNAMIC HT  -         590.950 (meters)    1938.81  (feet)  COMP
 CU0086  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 CU0086
 CU0086  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0086
 CU0086.The horizontal coordinates were scaled from a topographic map and have
 CU0086.an estimated accuracy of +/- 6 seconds.
 CU0086
 CU0086.The orthometric height was determined by differential leveling
 CU0086.and adjusted by the National Geodetic Survey in 1992..
 CU0086.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0086.rate of 0.0 thru 1.0 mm/km.
 CU0086
 CU0086.The geoid height was determined by GEOID03.
 CU0086
 CU0086.The dynamic height is computed by dividing the NAVD 88
 CU0086.geopotential number by the normal gravity value computed on the
 CU0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0086.degrees latitude (g = 980.6199 gals.).
 CU0086
 CU0086.The modeled gravity was interpolated from observed gravity values.
 CU0086
 CU0086;                    North         East    Units  Estimated Accuracy
 CU0086;SPC TXNC     - 2,096,620.      433,080.      MT  (+/- 180 meters Scaled)
 CU0086
 CU0086                          SUPERSEDED SURVEY CONTROL
 CU0086
 CU0086  NGVD 29 (??/??/92)  591.535  (m)         1940.73   (f) ADJ UNCH    1 2
 CU0086
 CU0086.Superseded values are not recommended for survey control.
 CU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0086.See file dsdata.txt to determine how the superseded data were derived.
 CU0086
 CU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA800993(NAD 83)
 CU0086_MARKER: DB = BENCH MARK DISK
 CU0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0086_STAMPING: Z 1056 1956
 CU0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0086+STABILITY: SURFACE MOTION
 CU0086
 CU0086  HISTORY     - Date     Condition        Report By
 CU0086  HISTORY     - 1956     MONUMENTED       CGS
 CU0086
 CU0086                          STATION DESCRIPTION
 CU0086
 CU0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0086'8.8 MI NE FROM SWEETWATER.
 CU0086'8.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0086'STATION AT SWEETWATER, 3 POLES SOUTHWEST OF A ROAD CROSSING, 85.2 FEET
 CU0086'NORTHWEST OF MILEPOST 439, 45 FEET NORTHWEST OF THE NORTHWEST RAIL, 19
 CU0086'FEET NORTHWEST OF A TELEPHONE POLE, 2.2 FEET SOUTHEAST OF A FENCE, 1.9
 CU0086'FEET SOUTHWEST OF A WITNESS POST, 1.0 MILE SOUTHWEST OF BENCH MARK M
 CU0086'13, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CU0086'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0296 ***********************************************************************
 CU0296  DESIGNATION -  Z 1057
 CU0296  PID         -  CU0296
 CU0296  STATE/COUNTY-  TX/MITCHELL
 CU0296  USGS QUAD   -  COLORADO CITY (1979)
 CU0296
 CU0296                         *CURRENT SURVEY CONTROL
 CU0296  ___________________________________________________________________
 CU0296* NAD 83(1986)-  32 23 37.     (N)    100 46 41.     (W)     SCALED    
 CU0296* NAVD 88     -       682.174  (meters)    2238.10   (feet)  ADJUSTED  
 CU0296  ___________________________________________________________________
 CU0296  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0296  DYNAMIC HT  -         681.260 (meters)    2235.10  (feet)  COMP
 CU0296  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 CU0296
 CU0296  VERT ORDER  -  FIRST     CLASS II
 CU0296
 CU0296.The horizontal coordinates were scaled from a topographic map and have
 CU0296.an estimated accuracy of +/- 6 seconds.
 CU0296
 CU0296.The orthometric height was determined by differential leveling
 CU0296.and adjusted by the National Geodetic Survey in June 1991..
 CU0296
 CU0296.The geoid height was determined by GEOID03.
 CU0296
 CU0296.The dynamic height is computed by dividing the NAVD 88
 CU0296.geopotential number by the normal gravity value computed on the
 CU0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0296.degrees latitude (g = 980.6199 gals.).
 CU0296
 CU0296.The modeled gravity was interpolated from observed gravity values.
 CU0296
 CU0296;                    North         East    Units  Estimated Accuracy
 CU0296;SPC TXNC     - 2,082,940.      385,690.      MT  (+/- 180 meters Scaled)
 CU0296
 CU0296                          SUPERSEDED SURVEY CONTROL
 CU0296
 CU0296  NGVD 29 (??/??/92)  681.944  (m)         2237.34   (f) ADJ UNCH    1 2
 CU0296
 CU0296.Superseded values are not recommended for survey control.
 CU0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0296.See file dsdata.txt to determine how the superseded data were derived.
 CU0296
 CU0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA327854(NAD 83)
 CU0296_MARKER: DB = BENCH MARK DISK
 CU0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0296_STAMPING: Z 1057 1956
 CU0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0296+STABILITY: SURFACE MOTION
 CU0296
 CU0296  HISTORY     - Date     Condition        Report By
 CU0296  HISTORY     - 1956     MONUMENTED       CGS
 CU0296
 CU0296                          STATION DESCRIPTION
 CU0296
 CU0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0296'4.1 MI SW FROM LORAINE.
 CU0296'4.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0296'STATION AT LORAINE, 98 FEET EAST OF THE CENTER OF A PRIVATE ROAD
 CU0296'CROSSING, 39 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET SOUTHEAST OF
 CU0296'A TELEPHONE POLE, 9 FEET NORTHWEST OF A FENCE, 2.6 FEET SOUTHWEST OF A
 CU0296'WITNESS POST, 0.4 MILE EAST OF BENCH MARK X 1056, SET IN THE TOP OF A
 CU0296'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0341 ***********************************************************************
 CC0341  DESIGNATION -  Z 1058
 CC0341  PID         -  CC0341
 CC0341  STATE/COUNTY-  TX/REEVES
 CC0341  USGS QUAD   -  PECOS WEST (1981)
 CC0341
 CC0341                         *CURRENT SURVEY CONTROL
 CC0341  ___________________________________________________________________
 CC0341* NAD 83(1986)-  31 23 41.     (N)    103 35 28.     (W)     SCALED    
 CC0341* NAVD 88     -       816.432  (meters)    2678.58   (feet)  ADJUSTED  
 CC0341  ___________________________________________________________________
 CC0341  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CC0341  DYNAMIC HT  -         815.236 (meters)    2674.65  (feet)  COMP
 CC0341  MODELED GRAV-     979,148.6   (mgal)                       NAVD 88
 CC0341
 CC0341  VERT ORDER  -  FIRST     CLASS II
 CC0341
 CC0341.The horizontal coordinates were scaled from a topographic map and have
 CC0341.an estimated accuracy of +/- 6 seconds.
 CC0341
 CC0341.The orthometric height was determined by differential leveling
 CC0341.and adjusted by the National Geodetic Survey in June 1991..
 CC0341
 CC0341.The geoid height was determined by GEOID03.
 CC0341
 CC0341.The dynamic height is computed by dividing the NAVD 88
 CC0341.geopotential number by the normal gravity value computed on the
 CC0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0341.degrees latitude (g = 980.6199 gals.).
 CC0341
 CC0341.The modeled gravity was interpolated from observed gravity values.
 CC0341
 CC0341;                    North         East    Units  Estimated Accuracy
 CC0341;SPC TX C     - 3,196,100.      390,230.      MT  (+/- 180 meters Scaled)
 CC0341
 CC0341                          SUPERSEDED SURVEY CONTROL
 CC0341
 CC0341  NGVD 29 (??/??/92)  816.272  (m)         2678.05   (f) ADJ UNCH    1 2
 CC0341
 CC0341.Superseded values are not recommended for survey control.
 CC0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0341.See file dsdata.txt to determine how the superseded data were derived.
 CC0341
 CC0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ339742(NAD 83)
 CC0341_MARKER: DB = BENCH MARK DISK
 CC0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0341_STAMPING: Z 1058 1956
 CC0341_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0341+STABILITY: SURFACE MOTION
 CC0341
 CC0341  HISTORY     - Date     Condition        Report By
 CC0341  HISTORY     - 1956     MONUMENTED       CGS
 CC0341  HISTORY     - 1981     GOOD             NGS
 CC0341
 CC0341                          STATION DESCRIPTION
 CC0341
 CC0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0341'6.0 MI SW FROM PECOS.
 CC0341'6.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0341'STATION AT PECOS, 72 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 CC0341'80, 43 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4.8 FEET SOUTHEAST OF THE
 CC0341'5TH POLE NORTHEAST OF MILEPOST 653, 2.4 FEET SOUTHWEST OF A WITNESS
 CC0341'POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 CC0341'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CC0341
 CC0341                          STATION RECOVERY (1981)
 CC0341
 CC0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0341'6.9 KM (4.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0341'JUNCTION WITH STATE HIGHWAY 20 IN PECOS, 0.6 KM (0.4 MI) SOUTHWEST
 CC0341'OF MILE POST 36, 0.2 KM (0.15 MI) NORTHEAST OF THE MISSOURI PACIFIC
 CC0341'RAILROAD MILE POST 653, 40.2 METERS (132.0 FT) NORTH-NORTHWEST OF
 CC0341'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 21.9 METERS
 CC0341'(72.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD,
 CC0341'13.1 METERS (43.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL, 1.5 METERS
 CC0341'(4.8 FT) SOUTHEAST OF A UTILITY POLE, AND 0.7 METER (2.4 FT) WEST
 CC0341'OF A 4X4 INCH WOODEN WITNESS POST.
 CC0341'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0341'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0322 ***********************************************************************
 CU0322  DESIGNATION -  Z 1060
 CU0322  PID         -  CU0322
 CU0322  STATE/COUNTY-  TX/MITCHELL
 CU0322  USGS QUAD   -  CEDAR BEND (1979)
 CU0322
 CU0322                         *CURRENT SURVEY CONTROL
 CU0322  ___________________________________________________________________
 CU0322* NAD 83(1986)-  32 26 50.     (N)    100 57 00.     (W)     SCALED    
 CU0322* NAVD 88     -       648.669  (meters)    2128.17   (feet)  ADJUSTED  
 CU0322  ___________________________________________________________________
 CU0322  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CU0322  DYNAMIC HT  -         647.803 (meters)    2125.33  (feet)  COMP
 CU0322  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 CU0322
 CU0322  VERT ORDER  -  FIRST     CLASS II
 CU0322
 CU0322.The horizontal coordinates were scaled from a topographic map and have
 CU0322.an estimated accuracy of +/- 6 seconds.
 CU0322
 CU0322.The orthometric height was determined by differential leveling
 CU0322.and adjusted by the National Geodetic Survey in June 1991..
 CU0322
 CU0322.The geoid height was determined by GEOID03.
 CU0322
 CU0322.The dynamic height is computed by dividing the NAVD 88
 CU0322.geopotential number by the normal gravity value computed on the
 CU0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0322.degrees latitude (g = 980.6199 gals.).
 CU0322
 CU0322.The modeled gravity was interpolated from observed gravity values.
 CU0322
 CU0322;                    North         East    Units  Estimated Accuracy
 CU0322;SPC TXNC     - 2,089,240.      369,660.      MT  (+/- 180 meters Scaled)
 CU0322
 CU0322                          SUPERSEDED SURVEY CONTROL
 CU0322
 CU0322  NGVD 29 (??/??/92)  648.430  (m)         2127.39   (f) ADJ UNCH    1 2
 CU0322
 CU0322.Superseded values are not recommended for survey control.
 CU0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0322.See file dsdata.txt to determine how the superseded data were derived.
 CU0322
 CU0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA166916(NAD 83)
 CU0322_MARKER: DB = BENCH MARK DISK
 CU0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0322_STAMPING: Z 1060 1956
 CU0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0322+STABILITY: SURFACE MOTION
 CU0322
 CU0322  HISTORY     - Date     Condition        Report By
 CU0322  HISTORY     - 1956     MONUMENTED       CGS
 CU0322
 CU0322                          STATION DESCRIPTION
 CU0322
 CU0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0322'8.3 MI NW FROM COLORADO CITY.
 CU0322'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0322'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, THENCE
 CU0322'0.5 MILE WEST ALONG FARM ROAD 1229, THENCE 2.0 MILES NORTH ALONG A
 CU0322'GRADED DIRT ROAD, AT A CURVE IN THE ROAD, 76 FEET WEST OF THE CENTER
 CU0322'LINE OF THE ROAD, 30 FEET WEST OF A FENCE, 28.4 FEET WEST OF A POWER
 CU0322'POLE, 2.9 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CU0322'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0044 ***********************************************************************
 CC0044  DESIGNATION -  Z 1061
 CC0044  PID         -  CC0044
 CC0044  STATE/COUNTY-  TX/ECTOR
 CC0044  USGS QUAD   -  ODESSA SE (1981)
 CC0044
 CC0044                         *CURRENT SURVEY CONTROL
 CC0044  ___________________________________________________________________
 CC0044* NAD 83(1986)-  31 50 38.     (N)    102 22 05.     (W)     SCALED    
 CC0044* NAVD 88     -       882.898  (meters)    2896.64   (feet)  ADJUSTED  
 CC0044  ___________________________________________________________________
 CC0044  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CC0044  DYNAMIC HT  -         881.648 (meters)    2892.54  (feet)  COMP
 CC0044  MODELED GRAV-     979,194.6   (mgal)                       NAVD 88
 CC0044
 CC0044  VERT ORDER  -  FIRST     CLASS II
 CC0044
 CC0044.The horizontal coordinates were scaled from a topographic map and have
 CC0044.an estimated accuracy of +/- 6 seconds.
 CC0044
 CC0044.The orthometric height was determined by differential leveling
 CC0044.and adjusted by the National Geodetic Survey in June 1991..
 CC0044
 CC0044.The geoid height was determined by GEOID03.
 CC0044
 CC0044.The dynamic height is computed by dividing the NAVD 88
 CC0044.geopotential number by the normal gravity value computed on the
 CC0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0044.degrees latitude (g = 980.6199 gals.).
 CC0044
 CC0044.The modeled gravity was interpolated from observed gravity values.
 CC0044
 CC0044;                    North         East    Units  Estimated Accuracy
 CC0044;SPC TX C     - 3,243,130.      507,420.      MT  (+/- 180 meters Scaled)
 CC0044
 CC0044                          SUPERSEDED SURVEY CONTROL
 CC0044
 CC0044  NGVD 29 (??/??/92)  882.504  (m)         2895.35   (f) ADJ UNCH    1 2
 CC0044
 CC0044.Superseded values are not recommended for survey control.
 CC0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0044.See file dsdata.txt to determine how the superseded data were derived.
 CC0044
 CC0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR490261(NAD 83)
 CC0044_MARKER: DB = BENCH MARK DISK
 CC0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0044_SP_SET: FOUNDATION
 CC0044_STAMPING: Z 1061 1956
 CC0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0044
 CC0044  HISTORY     - Date     Condition        Report By
 CC0044  HISTORY     - 1956     MONUMENTED       CGS
 CC0044  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0044  HISTORY     - 20030630 GOOD             INDIV
 CC0044
 CC0044                          STATION DESCRIPTION
 CC0044
 CC0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0044'IN ODESSA.
 CC0044'AT ODESSA, AT THE TEXAS AND PACIFIC RAILROAD STATION, 4 FEET NORTHWEST
 CC0044'OF THE NORTHWEST SIDE OF THE STATION, SET IN THE TOP OF THE CONCRETE
 CC0044'FOUNDATION OF A RADIO TOWER, 1.6 FEET SOUTH OF THE NORTH CORNER OF THE
 CC0044'FOUNDATION.
 CC0044
 CC0044                          STATION RECOVERY (1982)
 CC0044
 CC0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0044'THE RAILROAD STATION AND RADIO TOWER HAVE BEEN REMOVED FROM THIS AREA.
 CC0044
 CC0044                          STATION RECOVERY (2003)
 CC0044
 CC0044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 CC0044'N 31.50.653   W 102.22.06
 CC0044'FOUND IN CONCRETE BASE WHERE TOWER IS MISSSING, LOOKS UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0211 ***********************************************************************
 CC0211  DESIGNATION -  Z 1062
 CC0211  PID         -  CC0211
 CC0211  STATE/COUNTY-  TX/ECTOR
 CC0211  USGS QUAD   -  METZ (1981)
 CC0211
 CC0211                         *CURRENT SURVEY CONTROL
 CC0211  ___________________________________________________________________
 CC0211* NAD 83(1986)-  31 41 13.     (N)    102 41 11.     (W)     SCALED    
 CC0211* NAVD 88     -       870.812  (meters)    2856.99   (feet)  ADJUSTED  
 CC0211  ___________________________________________________________________
 CC0211  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CC0211  DYNAMIC HT  -         869.598 (meters)    2853.01  (feet)  COMP
 CC0211  MODELED GRAV-     979,216.4   (mgal)                       NAVD 88
 CC0211
 CC0211  VERT ORDER  -  FIRST     CLASS II
 CC0211
 CC0211.The horizontal coordinates were scaled from a topographic map and have
 CC0211.an estimated accuracy of +/- 6 seconds.
 CC0211
 CC0211.The orthometric height was determined by differential leveling
 CC0211.and adjusted by the National Geodetic Survey in June 1991..
 CC0211
 CC0211.The geoid height was determined by GEOID03.
 CC0211
 CC0211.The dynamic height is computed by dividing the NAVD 88
 CC0211.geopotential number by the normal gravity value computed on the
 CC0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0211.degrees latitude (g = 980.6199 gals.).
 CC0211
 CC0211.The modeled gravity was interpolated from observed gravity values.
 CC0211
 CC0211;                    North         East    Units  Estimated Accuracy
 CC0211;SPC TX C     - 3,226,320.      476,930.      MT  (+/- 180 meters Scaled)
 CC0211
 CC0211                          SUPERSEDED SURVEY CONTROL
 CC0211
 CC0211  NGVD 29 (??/??/92)  870.459  (m)         2855.83   (f) ADJ UNCH    1 2
 CC0211
 CC0211.Superseded values are not recommended for survey control.
 CC0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0211.See file dsdata.txt to determine how the superseded data were derived.
 CC0211
 CC0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR192080(NAD 83)
 CC0211_MARKER: DB = BENCH MARK DISK
 CC0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0211_STAMPING: Z 1062 1956
 CC0211_MARK LOGO: CGS   
 CC0211_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0211+STABILITY: SURFACE MOTION
 CC0211
 CC0211  HISTORY     - Date     Condition        Report By
 CC0211  HISTORY     - 1956     MONUMENTED       CGS
 CC0211  HISTORY     - 1982     GOOD             NGS
 CC0211  HISTORY     - 20010202 GOOD             USPSQD
 CC0211
 CC0211                          STATION DESCRIPTION
 CC0211
 CC0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0211'13.9 MI NE FROM MONAHANS.
 CC0211'13.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0211'STATION AT MONAHANS, 189.3 FEET NORTH OF THE 17TH POLE SOUTHWEST OF
 CC0211'MILEPOST 595, 96.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 80.8 FEET
 CC0211'WEST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A FENCE, 2.7 FEET
 CC0211'NORTHEAST OF A WITNESS POST, 11 POLES NORTHEAST OF SEMAPHORE 595.7,
 CC0211'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CC0211'GROUND.
 CC0211
 CC0211                          STATION RECOVERY (1982)
 CC0211
 CC0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0211'22.5 KM (14.0 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0211'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 29.3 METERS (96.1
 CC0211'FT) NORTHWEST OF THE NEAR RAIL, 24.8 METERS (81.4 FT) WEST-NORTHWEST
 CC0211'OF A UTILITY POLE AND 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE.
 CC0211'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CC0211'THE MARK IS 0.5 M ABOVE THE TRACKS.
 CC0211
 CC0211                          STATION RECOVERY (2001)
 CC0211
 CC0211'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0266 ***********************************************************************
 CC0266  FBN         -  This is a Federal Base Network Control Station.
 CC0266  DESIGNATION -  Z 1063
 CC0266  PID         -  CC0266
 CC0266  STATE/COUNTY-  TX/WARD
 CC0266  USGS QUAD   -  PYOTE WEST (1981)
 CC0266
 CC0266                         *CURRENT SURVEY CONTROL
 CC0266  ___________________________________________________________________
 CC0266* NAD 83(1993)-  31 31 31.93067(N)    103 08 49.31235(W)     ADJUSTED  
 CC0266* NAVD 88     -       797.241  (meters)    2615.61   (feet)  ADJUSTED  
 CC0266  ___________________________________________________________________
 CC0266  X           -  -1,237,880.345 (meters)                     COMP
 CC0266  Y           -  -5,299,763.413 (meters)                     COMP
 CC0266  Z           -   3,316,105.177 (meters)                     COMP
 CC0266  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 CC0266  ELLIP HEIGHT-         773.23  (meters)          (05/01/00) GPS OBS
 CC0266  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CC0266  DYNAMIC HT  -         796.104 (meters)    2611.88  (feet)  COMP
 CC0266  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 CC0266
 CC0266  HORZ ORDER  -  A
 CC0266  VERT ORDER  -  FIRST     CLASS II
 CC0266  ELLP ORDER  -  THIRD     CLASS I
 CC0266
 CC0266.The horizontal coordinates were established by GPS observations
 CC0266.and adjusted by the National Geodetic Survey in May 1997..
 CC0266
 CC0266.The orthometric height was determined by differential leveling
 CC0266.and adjusted by the National Geodetic Survey in June 1991..
 CC0266.WARNING-Repeat measurements at this control monument indicate possible
 CC0266.vertical movement.
 CC0266
 CC0266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0266
 CC0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0266
 CC0266.The ellipsoidal height was determined by GPS observations
 CC0266.and is referenced to NAD 83.
 CC0266
 CC0266.The geoid height was determined by GEOID03.
 CC0266
 CC0266.The dynamic height is computed by dividing the NAVD 88
 CC0266.geopotential number by the normal gravity value computed on the
 CC0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0266.degrees latitude (g = 980.6199 gals.).
 CC0266
 CC0266.The modeled gravity was interpolated from observed gravity values.
 CC0266
 CC0266;                    North         East     Units Scale Factor Converg.
 CC0266;SPC TX C     - 3,209,448.060   432,813.794   MT  0.99992346   -1 26 57.2
 CC0266;SPC TX C     -10,529,664.18  1,419,989.92   sFT  0.99992346   -1 26 57.2
 CC0266;UTM  13      - 3,489,334.772   675,932.085   MT  0.99998177   +0 58 08.9
 CC0266
 CC0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0266!SPC TX C     -   0.99987860  x   0.99992346  =   0.99980207
 CC0266!UTM  13      -   0.99987860  x   0.99998177  =   0.99986037
 CC0266
 CC0266                          SUPERSEDED SURVEY CONTROL
 CC0266
 CC0266  ELLIP H (05/12/97)  773.34   (m)                       GP(       ) 1 1
 CC0266  ELLIP H (09/09/96)  773.23   (m)                       GP(       ) 1 2
 CC0266  ELLIP H (05/09/94)  773.34   (m)                       GP(       ) 4 2
 CC0266  NAD 83(1993)-  31 31 31.93072(N)    103 08 49.31228(W) AD(       ) A
 CC0266  ELLIP H (01/13/94)  773.34   (m)                       GP(       ) 1 1
 CC0266  ELLIP H (12/21/93)  773.10   (m)                       GP(       ) 4 1
 CC0266  NAD 83(1986)-  31 31 31.93078(N)    103 08 49.30322(W) AD(       ) 3
 CC0266  NAVD 88 (01/13/94)  797.24   (m)         2615.6    (f) LEVELING    3  
 CC0266  NGVD 29 (??/??/92)  796.913  (m)         2614.54   (f) ADJ UNCH    1 2
 CC0266
 CC0266.Superseded values are not recommended for survey control.
 CC0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0266.See file dsdata.txt to determine how the superseded data were derived.
 CC0266
 CC0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ7593289335(NAD 83)
 CC0266_MARKER: DB = BENCH MARK DISK
 CC0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0266_SP_SET: CONCRETE POST
 CC0266_STAMPING: Z 1063 1956
 CC0266_MARK LOGO: CGS   
 CC0266_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0266+STABILITY: SURFACE MOTION
 CC0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0266+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2001
 CC0266
 CC0266  HISTORY     - Date     Condition        Report By
 CC0266  HISTORY     - 1956     MONUMENTED       CGS
 CC0266  HISTORY     - 1981     GOOD             NGS
 CC0266  HISTORY     - 19890203 GOOD             NGS
 CC0266  HISTORY     - 19890203 GOOD             NGS
 CC0266  HISTORY     - 19930222 GOOD             NGS
 CC0266  HISTORY     - 19980223 GOOD             NGS
 CC0266  HISTORY     - 19990409 GOOD             NGS
 CC0266  HISTORY     - 19991216 GOOD             NGS
 CC0266  HISTORY     - 20010718 GOOD             TXDOT
 CC0266
 CC0266                          STATION DESCRIPTION
 CC0266
 CC0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0266'1.3 MI SW FROM PYOTE.
 CC0266'1.3 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0266'STATION AT PYOTE, 15.7 FEET NORTHEAST OF THE 5TH POLE SOUTHWEST OF
 CC0266'MILEPOST 625, 31.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 106 FEET
 CC0266'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 2.5 FEET SOUTHWEST OF
 CC0266'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CC0266'FOOT ABOVE THE GROUND.
 CC0266
 CC0266                          STATION RECOVERY (1981)
 CC0266
 CC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0266'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0266'27.2 KM (16.9 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 CC0266'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.8 KM (0.5 MI)
 CC0266'NORTHEAST OF HIGHWAY MILE POST 64, 21.6 METERS (71.0 FT)
 CC0266'SOUTH-SOUTHWEST AND ACROSS THE TRACKS FROM THE THIRD POLE SOUTHWEST
 CC0266'OF MILE POST 625, 16.8 METERS (55.0 FT) NORTH-NORTHWEST OF THE CENTER
 CC0266'LINE OF U.S. HIGHWAY 80, AND 9.6 METERS (31.5 FT) SOUTH-SOUTHEAST
 CC0266'OF THE NEAR RAIL.
 CC0266'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CC0266
 CC0266                          STATION RECOVERY (1989)
 CC0266
 CC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CC0266'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) WEST OF PYOTE, ALONG
 CC0266'INTERSTATE HIGHWAY 20, IN A STRIP BETWEEN THE NORTH FRONTAGE ROAD AND
 CC0266'A RAILROAD TRACK.  OWNERSHIP--TEXAS-PACIFIC RAILROAD.
 CC0266'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CC0266'STATE HIGHWAY 115 (EXIT 66), GO NORTH ON STATE HIGHWAY 115 TO A
 CC0266'CROSSROAD JUST BEFORE A RAILROAD CROSSING.  TURN LEFT, SOUTHWEST, ON
 CC0266'HIGHWAY 80 FOR 1.08 KM (0.65 MI) TO A HISTORICAL MARKER ON THE LEFT.
 CC0266'CONTINUE AHEAD FOR 1.56 KM (0.95 MI) TO THE STATION ON THE RIGHT.
 CC0266'THE STATION IS 31.3 M (102.7 FT) WEST OF AN INFORMATION SIGN
 CC0266'(HISTORICAL MARKER 1 MILE), 16.7 M (54.8 FT) NORTHWEST OF THE ROAD
 CC0266'CENTER, 9.5 M (31.2 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CC0266'TEXAS-PACIFIC RAILROAD TRACK, 4.8 M (15.7 FT) NORTH OF A 0.3 METER
 CC0266'HIGH UTILITY POLE STUB, 0.4 M (1.3 FT) SOUTHWEST OF A METAL WITNESS
 CC0266'POST, AND IS ABOUT 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.
 CC0266'DESCRIBED BY R.D.B.
 CC0266
 CC0266                          STATION RECOVERY (1989)
 CC0266
 CC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (BWM)
 CC0266'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) WEST OF PYOTE, ALONG
 CC0266'INTERSTATE HIGHWAY 20, IN A STRIP BETWEEN THE NORTH FRONTAGE ROAD AND
 CC0266'A RAILROAD TRACK.  OWNERSHIP--TEXAS-PACIFIC RAILROAD.  TO REACH THE
 CC0266'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY
 CC0266'115 (EXIT 66) , GO NORTH ON STATE HIGHWAY 115 TO A CROSSROAD JUST
 CC0266'BEFORE A RAILROAD CROSSING.  TURN LEFT, SOUTHWEST, ON HIGHWAY 80 FOR
 CC0266'1.08 KM (0.65 MI) TO A HISTORICAL MARKER ON THE LEFT.  CONTINUE AHEAD
 CC0266'FOR 1.56 KM (0.95 MI) TO THE STATION ON THE RIGHT.  THE STATION IS
 CC0266'31.3 M (102.7 FT) WEST OF AN INFORMATION SIGN, 16.7 M (54.8 FT)
 CC0266'NORTHWEST OF THE ROAD CENTER, 9.5 M (31.2 FT) SOUTHEAST OF THE
 CC0266'SOUTHEAST RAIL OF THE TEXAS-PACIFIC RAILROAD TRACK, 4.8 M (15.7 FT)
 CC0266'NORTH OF A 0.3 METER (1.0 FT) HIGH UTILITY POLE STUB, 0.4 M (1.3 FT)
 CC0266'SOUTHWEST OF A METAL WITNESS POST, AND IS ABOUT 0.5 M (1.6 FT) ABOVE
 CC0266'THE LEVEL OF THE ROAD.  DESCRIBED BY R.D.B.
 CC0266
 CC0266                          STATION RECOVERY (1993)
 CC0266
 CC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CC0266'STATION IS LOCATED ABOUT 40 KM (24.85 MI) NORTHEAST OF PECOS, 2.7 KM
 CC0266'(1.65 MI) SOUTHWEST OF PEYOTE, ALONG THE NORTH FRONTAGE ROAD OF
 CC0266'INTERSTATE HIGHWAY 20, IN A WEED STRIP BETWEEN THE ROAD AND RAILROAD
 CC0266'TRACK, 0.16 KM (0.10 MI) SOUTHWEST OF RAILROAD MILEPOST 625, ACROSS
 CC0266'THE ROAD FROM A HISTORICAL MARKER WARNING SIGN.  OWNERSHIP--SOUTHERN
 CC0266'PACIFIC RAILROAD.
 CC0266'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 20,
 CC0266'STATE HIGHWAY 115 AND FARM ROAD 1927 (EXIT 66) AT PEYOTE, GO
 CC0266'NORTHWEST ON HIGHWAY 115 FOR 0.27 KM (0.15 MI) TO A CROSSROAD.  TURN
 CC0266'LEFT, SOUTHWEST, ON FRONTAGE ROAD (OLD HIGHWAY 80) FOR 1.58 KM
 CC0266'(1.00 MI) TO A HISTORICAL MARKER ON THE LEFT.  CONTINUE AHEAD ON
 CC0266'FRONTAGE ROAD FOR 1.58 KM (1.00 MI) TO THE WARNING SIGN ON THE LEFT
 CC0266'AND STATION ON THE RIGHT.
 CC0266'STATION MARK IS SET IN THE TOP OF A 20 CM ROUND POST PROJECTING 10 CM
 CC0266'ABOVE GROUND IN LOW WEEDS.  IT IS 16.7 M (54.8 FT) NORTHWEST OF AND
 CC0266'SLIGHTLY HIGHER THAN THE ROAD CENTER, 9.6 M (31.5 FT) SOUTHEAST OF
 CC0266'THE SOUTHEAST RAIL OF THE TRACK, 0.4 M (1.3 FT) SOUTHWEST OF A METAL
 CC0266'WITNESS POST, 30.9 M (101.4 FT) WEST OF THE HISTORICAL MARKER SIGN
 CC0266'AND 150 M (492.1 FT) NORTHEAST OF A JOG IN THE ROAD.
 CC0266
 CC0266                          STATION RECOVERY (1998)
 CC0266
 CC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CC0266'THE STATION IS LOCATED ABOUT 40 KM (24.85 MI) NORTHEAST OF PECOS, 2.7
 CC0266'KM (1.65 MI) SOUTHWEST OF PYOTE, ALONG THE NORTH-NORTHWEST FRONTAGE
 CC0266'ROAD OF INTERSTATE HIGHWAY 20, IN A WEED MEDIAN BETWEEN THE ROAD AND A
 CC0266'RAILROAD TRACK, 0.08 KM (0.05 MI) SOUTHWEST OF RAILROAD MILEPOST 625,
 CC0266'ACROSS THE ROAD FROM A HISTORICAL MARKER 1-MILE SIGN.
 CC0266'OWNERSHIP--SOUTHERN PACIFIC RAILROAD.  TO REACH THE STATION FROM THE
 CC0266'OVERPASS JUNCTION OF INTERSTATE HIGHWAY 20, STATE HIGHWAY 115 AND FARM
 CC0266'ROAD 1927 (EXIT 66) AT PYOTE, GO NORTHWEST, FOR 0.16 KM (0.10 MI)
 CC0266'ALONG HIGHWAY 115 TO A CROSSROAD.  TURN LEFT, SOUTHWEST, FOR 1.12 KM
 CC0266'(0.70 MI) ALONG FRONTAGE ROAD (OLD HIGHWAY 80) TO A HISTORICAL MARKER
 CC0266'ON THE LEFT.  CONTINUE AHEAD FOR 1.49 KM (0.90 MI) ALONG THE FRONTAGE
 CC0266'ROAD TO THE MARKER 1-MILE SIGN ON THE LEFT AND THE STATION ON THE
 CC0266'RIGHT.  STATION IS 30.9 M (101.4 FT) WEST-NORTHWEST OF AND ACROSS THE
 CC0266'ROAD FROM THE MARKER 1-MILE SIGN, 16.7 M (54.8 FT) NORTH-NORTHWEST OF
 CC0266'THE ROAD CENTER, 9.6 M (31.5 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL, 0.4
 CC0266'M (1.3 FT) WEST-SOUTHWEST OF A METAL WITNESS POST, AND THE MONUMENT IS
 CC0266'ABOUT 0.4 M (1.3 FT) ABOVE THE ROAD LEVEL AND PROJECTING 8-CM ABOVE
 CC0266'THE GROUND SURFACE.  BY R.G. HAYES
 CC0266
 CC0266                          STATION RECOVERY (1999)
 CC0266
 CC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CC0266'THE STATION IS LOCATED ABOUT 40 KM (24.85 MI) NORTHEAST OF PECOS, 2.7
 CC0266'KM (1.65 MI) SOUTHWEST OF PYOTE, ALONG THE NORTH-NORTHWEST FRONTAGE
 CC0266'ROAD OF INTERSTATE HIGHWAY 20, IN A WEED MEDIAN BETWEEN THE ROAD AND A
 CC0266'RAILROAD TRACK, 0.08 KM (0.05 MI) SOUTHWEST OF RAILROAD MILEPOST 625,
 CC0266'ACROSS THE ROAD FROM A HISTORICAL MARKER 1-MILE SIGN.
 CC0266'OWNERSHIP--SOUTHERN PACIFIC RAILROAD.  TO REACH THE STATION FROM THE
 CC0266'OVERPASS JUNCTION OF INTERSTATE HIGHWAY 20, STATE HIGHWAY 115 AND FARM
 CC0266'ROAD 1927 (EXIT 66) AT PYOTE, GO NORTHWEST FOR 0.24 KM (0.15 MI) ALONG
 CC0266'HIGHWAY 115 TO A CROSSROAD.  TURN LEFT, SOUTHWEST, FOR 1.12 KM (0.70
 CC0266'MI) ALONG FRONTAGE ROAD (OLD HIGHWAY 80) TO A HISTORICAL MARKER ON THE
 CC0266'LEFT.  CONTINUE AHEAD FOR 1.49 KM (0.90 MI) ALONG THE FRONTAGE ROAD TO
 CC0266'THE MARKER 1-MILE SIGN ON THE LEFT AND THE STATION ON THE RIGHT.
 CC0266'LOCATED 30.9 M (101.4 FT) WEST-NORTHWEST OF AND ACROSS THE ROAD FROM
 CC0266'THE MARKER 1-MILE SIGN, 16.7 M (54.8 FT) NORTH-NORTHWEST OF THE ROAD
 CC0266'CENTER, 9.6 M (31.5 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL, 0.4 M (1.3
 CC0266'FT) WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT 0.4 M (1.3 FT) ABOVE
 CC0266'THE ROAD LEVEL AND PROJECTING 8 CM ABOVE GROUND.
 CC0266
 CC0266                          STATION RECOVERY (1999)
 CC0266
 CC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WEH)
 CC0266'GOOD.
 CC0266
 CC0266                          STATION RECOVERY (2001)
 CC0266
 CC0266'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (JCW)
 CC0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0052 ***********************************************************************
 CC0052  DESIGNATION -  Z 1064
 CC0052  PID         -  CC0052
 CC0052  STATE/COUNTY-  TX/ECTOR
 CC0052  USGS QUAD   -  ODESSA SE (1981)
 CC0052
 CC0052                         *CURRENT SURVEY CONTROL
 CC0052  ___________________________________________________________________
 CC0052* NAD 83(1986)-  31 50 31.     (N)    102 22 18.     (W)     SCALED    
 CC0052* NAVD 88     -       881.513  (meters)    2892.10   (feet)  ADJUSTED  
 CC0052  ___________________________________________________________________
 CC0052  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0052  DYNAMIC HT  -         880.266 (meters)    2888.01  (feet)  COMP
 CC0052  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 CC0052
 CC0052  VERT ORDER  -  FIRST     CLASS II
 CC0052
 CC0052.The horizontal coordinates were scaled from a topographic map and have
 CC0052.an estimated accuracy of +/- 6 seconds.
 CC0052
 CC0052.The orthometric height was determined by differential leveling
 CC0052.and adjusted by the National Geodetic Survey in June 1991..
 CC0052
 CC0052.The geoid height was determined by GEOID03.
 CC0052
 CC0052.The dynamic height is computed by dividing the NAVD 88
 CC0052.geopotential number by the normal gravity value computed on the
 CC0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0052.degrees latitude (g = 980.6199 gals.).
 CC0052
 CC0052.The modeled gravity was interpolated from observed gravity values.
 CC0052
 CC0052;                    North         East    Units  Estimated Accuracy
 CC0052;SPC TX C     - 3,242,920.      507,080.      MT  (+/- 180 meters Scaled)
 CC0052
 CC0052                          SUPERSEDED SURVEY CONTROL
 CC0052
 CC0052  NGVD 29 (??/??/92)  881.120  (m)         2890.81   (f) ADJ UNCH    1 2
 CC0052
 CC0052.Superseded values are not recommended for survey control.
 CC0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0052.See file dsdata.txt to determine how the superseded data were derived.
 CC0052
 CC0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR487259(NAD 83)
 CC0052_MARKER: DB = BENCH MARK DISK
 CC0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0052_STAMPING: Z 1064 1956
 CC0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0052+STABILITY: SURFACE MOTION
 CC0052
 CC0052  HISTORY     - Date     Condition        Report By
 CC0052  HISTORY     - 1956     MONUMENTED       CGS
 CC0052  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0052
 CC0052                          STATION DESCRIPTION
 CC0052
 CC0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0052'0.25 MI SW FROM ODESSA.
 CC0052'0.25 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0052'STATION AT ODESSA, 145 FEET NORTHEAST OF THE CROSSING OF SOUTH CRANE
 CC0052'AVENUE, 20.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 CC0052'5.4 FEET NORTHWEST OF A BLACK LOCUST TREE, 5.2 FEET EAST OF A BOARD
 CC0052'FENCE CORNER, 5.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CC0052'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 CC0052
 CC0052                          STATION RECOVERY (1982)
 CC0052
 CC0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0052'THERE IS NOW A BUILDING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0613 ***********************************************************************
 CD0613  DESIGNATION -  Z 1066
 CD0613  PID         -  CD0613
 CD0613  STATE/COUNTY-  TX/HUDSPETH
 CD0613  USGS QUAD   -  SMALL (1972)
 CD0613
 CD0613                         *CURRENT SURVEY CONTROL
 CD0613  ___________________________________________________________________
 CD0613* NAD 83(1986)-  31 15 57.     (N)    105 33 25.     (W)     SCALED    
 CD0613* NAVD 88     -      1244.009  (meters)    4081.39   (feet)  ADJUSTED  
 CD0613  ___________________________________________________________________
 CD0613  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CD0613  DYNAMIC HT  -        1242.045 (meters)    4074.94  (feet)  COMP
 CD0613  MODELED GRAV-     979,019.3   (mgal)                       NAVD 88
 CD0613
 CD0613  VERT ORDER  -  FIRST     CLASS II
 CD0613
 CD0613.The horizontal coordinates were scaled from a topographic map and have
 CD0613.an estimated accuracy of +/- 6 seconds.
 CD0613
 CD0613.The orthometric height was determined by differential leveling
 CD0613.and adjusted by the National Geodetic Survey in June 1991..
 CD0613
 CD0613.The geoid height was determined by GEOID03.
 CD0613
 CD0613.The dynamic height is computed by dividing the NAVD 88
 CD0613.geopotential number by the normal gravity value computed on the
 CD0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0613.degrees latitude (g = 980.6199 gals.).
 CD0613
 CD0613.The modeled gravity was interpolated from observed gravity values.
 CD0613
 CD0613;                    North         East    Units  Estimated Accuracy
 CD0613;SPC TX C     - 3,188,950.      202,750.      MT  (+/- 180 meters Scaled)
 CD0613
 CD0613                          SUPERSEDED SURVEY CONTROL
 CD0613
 CD0613  NGVD 29 (??/??/92) 1243.430  (m)         4079.49   (f) ADJ UNCH    1 2
 CD0613
 CD0613.Superseded values are not recommended for survey control.
 CD0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0613.See file dsdata.txt to determine how the superseded data were derived.
 CD0613
 CD0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ469591(NAD 83)
 CD0613_MARKER: DB = BENCH MARK DISK
 CD0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0613_SP_SET: RETAINING WALL
 CD0613_STAMPING: Z 1066 1956
 CD0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0613
 CD0613  HISTORY     - Date     Condition        Report By
 CD0613  HISTORY     - 1956     MONUMENTED       CGS
 CD0613  HISTORY     - 1971     MARK NOT FOUND   USGS
 CD0613
 CD0613                          STATION DESCRIPTION
 CD0613
 CD0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0613'4.5 MI E FROM FINLAY.
 CD0613'4.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0613'SECTION FOREMANS HOUSE AT FINLAY, 4 POLES WEST OF THE STATION SIGN AT
 CD0613'SMALL, 4 POLES WEST OF MILEPOST 754, 8.4 FEET SOUTH OF THE SOUTH RAIL
 CD0613'OF THE MAIN TRACK, 11.5 FEET EAST OF THE WEST END OF A CONCRETE
 CD0613'RETAINING WALL, 0.9 FOOT SOUTH OF THE SOUTH SIDE OF THE RETAINING
 CD0613'WALL, 251 FEET EAST OF THE WEST END OF A SIDE TRACK, SET IN THE TOP OF
 CD0613'THE NORTH SIDE OF THE CONCRETE FOUNDATION OF A WATER TANK, 2 FEET
 CD0613'BELOW THE TOP OF THE RETAINING WALL.
 CD0613
 CD0613                          STATION RECOVERY (1971)
 CD0613
 CD0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CD0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0105 ***********************************************************************
 CD0105  DESIGNATION -  Z 1068
 CD0105  PID         -  CD0105
 CD0105  STATE/COUNTY-  TX/CULBERSON
 CD0105  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0105
 CD0105                         *CURRENT SURVEY CONTROL
 CD0105  ___________________________________________________________________
 CD0105* NAD 83(1986)-  31 04 03.     (N)    104 15 06.     (W)     SCALED    
 CD0105* NAVD 88     -      1302.142  (meters)    4272.11   (feet)  ADJUSTED  
 CD0105  ___________________________________________________________________
 CD0105  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CD0105  DYNAMIC HT  -        1300.115 (meters)    4265.46  (feet)  COMP
 CD0105  MODELED GRAV-     979,038.2   (mgal)                       NAVD 88
 CD0105
 CD0105  VERT ORDER  -  FIRST     CLASS II
 CD0105
 CD0105.The horizontal coordinates were scaled from a topographic map and have
 CD0105.an estimated accuracy of +/- 6 seconds.
 CD0105
 CD0105.The orthometric height was determined by differential leveling
 CD0105.and adjusted by the National Geodetic Survey in June 1991..
 CD0105
 CD0105.The geoid height was determined by GEOID03.
 CD0105
 CD0105.The dynamic height is computed by dividing the NAVD 88
 CD0105.geopotential number by the normal gravity value computed on the
 CD0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0105.degrees latitude (g = 980.6199 gals.).
 CD0105
 CD0105.The modeled gravity was interpolated from observed gravity values.
 CD0105
 CD0105;                    North         East    Units  Estimated Accuracy
 CD0105;SPC TX C     - 3,161,870.      326,170.      MT  (+/- 180 meters Scaled)
 CD0105
 CD0105                          SUPERSEDED SURVEY CONTROL
 CD0105
 CD0105  NGVD 29 (??/??/92) 1301.639  (m)         4270.46   (f) ADJ UNCH    1 2
 CD0105
 CD0105.Superseded values are not recommended for survey control.
 CD0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0105.See file dsdata.txt to determine how the superseded data were derived.
 CD0105
 CD0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ713373(NAD 83)
 CD0105_MARKER: DB = BENCH MARK DISK
 CD0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0105_STAMPING: Z 1068 1956
 CD0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0105+STABILITY: SURFACE MOTION
 CD0105
 CD0105  HISTORY     - Date     Condition        Report By
 CD0105  HISTORY     - 1956     MONUMENTED       CGS
 CD0105
 CD0105                          STATION DESCRIPTION
 CD0105
 CD0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0105'2.1 MI W FROM KENT.
 CD0105'2.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0105'AT KENT, 321 FEET EAST OF A FENCE CORNER, 124 FEET SOUTH OF THE SOUTH
 CD0105'RAIL, 10.2 FEET SOUTHEAST OF A TELEPHONE POLE, 2.8 FEET SOUTH OF A
 CD0105'FENCE, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CD0105'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0194 ***********************************************************************
 CD0194  DESIGNATION -  Z 1069
 CD0194  PID         -  CD0194
 CD0194  STATE/COUNTY-  TX/CULBERSON
 CD0194  USGS QUAD   -  VAN HORN (1979)
 CD0194
 CD0194                         *CURRENT SURVEY CONTROL
 CD0194  ___________________________________________________________________
 CD0194* NAD 83(1986)-  31 02 43.     (N)    104 46 11.     (W)     SCALED    
 CD0194* NAVD 88     -      1185.938  (meters)    3890.86   (feet)  ADJUSTED  
 CD0194  ___________________________________________________________________
 CD0194  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0194  DYNAMIC HT  -        1184.078 (meters)    3884.76  (feet)  COMP
 CD0194  MODELED GRAV-     979,031.3   (mgal)                       NAVD 88
 CD0194
 CD0194  VERT ORDER  -  FIRST     CLASS II
 CD0194
 CD0194.The horizontal coordinates were scaled from a topographic map and have
 CD0194.an estimated accuracy of +/- 6 seconds.
 CD0194
 CD0194.The orthometric height was determined by differential leveling
 CD0194.and adjusted by the National Geodetic Survey in June 1991..
 CD0194
 CD0194.The geoid height was determined by GEOID03.
 CD0194
 CD0194.The dynamic height is computed by dividing the NAVD 88
 CD0194.geopotential number by the normal gravity value computed on the
 CD0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0194.degrees latitude (g = 980.6199 gals.).
 CD0194
 CD0194.The modeled gravity was interpolated from observed gravity values.
 CD0194
 CD0194;                    North         East    Units  Estimated Accuracy
 CD0194;SPC TX C     - 3,161,270.      276,670.      MT  (+/- 180 meters Scaled)
 CD0194
 CD0194                          SUPERSEDED SURVEY CONTROL
 CD0194
 CD0194  NGVD 29 (??/??/92) 1185.453  (m)         3889.27   (f) ADJ UNCH    1 2
 CD0194
 CD0194.Superseded values are not recommended for survey control.
 CD0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0194.See file dsdata.txt to determine how the superseded data were derived.
 CD0194
 CD0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ219346(NAD 83)
 CD0194_MARKER: DB = BENCH MARK DISK
 CD0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0194_STAMPING: Z 1069 1956
 CD0194_PROJECTION: PROJECTING 5 CENTIMETERS
 CD0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0194+STABILITY: SURFACE MOTION
 CD0194
 CD0194  HISTORY     - Date     Condition        Report By
 CD0194  HISTORY     - 1956     MONUMENTED       CGS
 CD0194  HISTORY     - 1981     GOOD             NGS
 CD0194
 CD0194                          STATION DESCRIPTION
 CD0194
 CD0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0194'3.85 MI E FROM VAN HORN.
 CD0194'3.85 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0194'AT VAN HORN, 48 FEET SOUTHEAST OF THE 13TH POLE EAST OF MILEPOST 732,
 CD0194'70.5 FEET SOUTH OF THE SOUTH RAIL, 77 FEET NORTH OF THE CENTER LINE OF
 CD0194'U.S. HIGHWAY 80, 2.7 FEET SOUTH OF A WITNESS POST, 4 FEET BELOW THE
 CD0194'TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CD0194'FOOT ABOVE THE GROUND.
 CD0194
 CD0194                          STATION RECOVERY (1981)
 CD0194
 CD0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0194'6.0 KM (3.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0194'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.8 KM (0.5 MI) EAST OF
 CD0194'MISSOURI PACIFIC RAILROAD MILE POST 732, 64.3 METERS (211.0 FT)
 CD0194'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CD0194'23.8 METERS (78.2 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD,
 CD0194'21.2 METERS (69.5 FT) SOUTH OF THE NEAR RAIL, 14.6 METERS (48.0 FT)
 CD0194'SOUTHEAST OF A UTILITY POLE, AND 0.8 METER (2.7 FT) SOUTH OF A
 CD0194'4X4 INCH WOODEN WITNESS POST.
 CD0194'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0194'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0169 ***********************************************************************
 BP0169  DESIGNATION -  Z 107
 BP0169  PID         -  BP0169
 BP0169  STATE/COUNTY-  TX/PECOS
 BP0169  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0169
 BP0169                         *CURRENT SURVEY CONTROL
 BP0169  ___________________________________________________________________
 BP0169* NAD 83(1986)-  30 53 48.     (N)    102 52 50.     (W)     SCALED    
 BP0169* NAVD 88     -       906.197  (meters)    2973.08   (feet)  ADJUSTED  
 BP0169  ___________________________________________________________________
 BP0169  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0169  DYNAMIC HT  -         904.822 (meters)    2968.57  (feet)  COMP
 BP0169  MODELED GRAV-     979,093.3   (mgal)                       NAVD 88
 BP0169
 BP0169  VERT ORDER  -  FIRST     CLASS II
 BP0169
 BP0169.The horizontal coordinates were scaled from a topographic map and have
 BP0169.an estimated accuracy of +/- 6 seconds.
 BP0169
 BP0169.The orthometric height was determined by differential leveling
 BP0169.and adjusted by the National Geodetic Survey in June 1991..
 BP0169
 BP0169.The geoid height was determined by GEOID03.
 BP0169
 BP0169.The dynamic height is computed by dividing the NAVD 88
 BP0169.geopotential number by the normal gravity value computed on the
 BP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0169.degrees latitude (g = 980.6199 gals.).
 BP0169
 BP0169.The modeled gravity was interpolated from observed gravity values.
 BP0169
 BP0169;                    North         East    Units  Estimated Accuracy
 BP0169;SPC TX C     - 3,139,140.      456,520.      MT  (+/- 180 meters Scaled)
 BP0169
 BP0169                          SUPERSEDED SURVEY CONTROL
 BP0169
 BP0169  NGVD 29 (??/??/92)  905.863  (m)         2971.99   (f) ADJ UNCH    1 2
 BP0169
 BP0169.Superseded values are not recommended for survey control.
 BP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0169.See file dsdata.txt to determine how the superseded data were derived.
 BP0169
 BP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ025200(NAD 83)
 BP0169_MARKER: DB = BENCH MARK DISK
 BP0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0169_SP_SET: FLOOR
 BP0169_STAMPING: Z 107 1933 2971.985
 BP0169_MARK LOGO: CGS   
 BP0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0169
 BP0169  HISTORY     - Date     Condition        Report By
 BP0169  HISTORY     - 1933     MONUMENTED       CGS
 BP0169  HISTORY     - 1958     GOOD             NGS
 BP0169  HISTORY     - 1981     GOOD             NGS
 BP0169  HISTORY     - 1981     GOOD             NGS
 BP0169  HISTORY     - 19961005 GOOD             USPSQD
 BP0169  HISTORY     - 20030827 MARK NOT FOUND   USPSQD
 BP0169
 BP0169                          STATION DESCRIPTION
 BP0169
 BP0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0169'IN FORT STOCKTON.
 BP0169'ABOUT 0.2 MILE NORTH ALONG FARM ROAD 1053 FROM THE PANHANDLE AND SANTA
 BP0169'FE RAILWAY STATION AT FORT STOCKTON, THENCE 0.1 MILE WEST ALONG WEST
 BP0169'13TH STREET, IN THE TOP OF THE CONCRETE PORCH FLOOR OF THE OLD
 BP0169'STOCKTON HOTEL, 85 FEET SOUTH OF THE CENTER LINE OF WEST 13TH STREET,
 BP0169'37 FEET WEST OF THE CENTER LINE OF NORTH NELSON STREET, 41 1/2 FEET
 BP0169'SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 15 FEET NORTHEAST
 BP0169'OF THE CENTER LINE OF THE ENTRANCE TO THE BUILDING, AND ABOUT 1 1/2
 BP0169'FEET ABOVE THE GROUND.
 BP0169
 BP0169                          STATION RECOVERY (1981)
 BP0169
 BP0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0169'IN FORT STOCKTON, AT 1209 NORTH NELSON STREET, IN TOP OF THE EAST
 BP0169'EDGE OF THE CONCRETE PORCH OF THE EAST ENTRANCE TO THE OLD STOCKTON
 BP0169'HOTEL, 12.6 METERS (41.5 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 BP0169'THE BUILDING, 11.3 METERS (37.0 FT) WEST OF THE CENTER OF WEST
 BP0169'NELSON STREET AND 4.6 METERS (15.0 FT) NORTHEAST OF THE CENTER
 BP0169'OF THE EAST ENTRANCE DOOR.
 BP0169'THE MARK IS 0.6 M ABOVE THE STREET.
 BP0169
 BP0169                          STATION RECOVERY (1981)
 BP0169
 BP0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0169'RECOVERED IN GOOD CONDITION.
 BP0169
 BP0169                          STATION RECOVERY (1996)
 BP0169
 BP0169'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0169'RECOVERED IN GOOD CONDITION.
 BP0169
 BP0169                          STATION RECOVERY (2003)
 BP0169
 BP0169'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0169'THE HOTEL HAS BEEN IN DISREPAIR FOR OVER 25-30 YEARS.NO TRESPASSING
 BP0169'SIGNS ARE POSTED. THE STONE IS TO BE USED FOR A BUILDING IN FT.
 BP0169'STOCKTON PARK. THE MARK LOCATION HAS BEEN VANDALIZED SINCE LAST
 BP0169'INSPECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0226 ***********************************************************************
 CD0226  DESIGNATION -  Z 1070
 CD0226  PID         -  CD0226
 CD0226  STATE/COUNTY-  TX/HUDSPETH
 CD0226  USGS QUAD   -  HACKETT PEAK (1964)
 CD0226
 CD0226                         *CURRENT SURVEY CONTROL
 CD0226  ___________________________________________________________________
 CD0226* NAD 83(1986)-  31 04 31.     (N)    104 59 42.     (W)     SCALED    
 CD0226* NAVD 88     -      1385.611  (meters)    4545.96   (feet)  ADJUSTED  
 CD0226  ___________________________________________________________________
 CD0226  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0226  DYNAMIC HT  -        1383.398 (meters)    4538.70  (feet)  COMP
 CD0226  MODELED GRAV-     978,994.9   (mgal)                       NAVD 88
 CD0226
 CD0226  VERT ORDER  -  FIRST     CLASS II
 CD0226
 CD0226.The horizontal coordinates were scaled from a topographic map and have
 CD0226.an estimated accuracy of +/- 6 seconds.
 CD0226
 CD0226.The orthometric height was determined by differential leveling
 CD0226.and adjusted by the National Geodetic Survey in June 1991..
 CD0226
 CD0226.The geoid height was determined by GEOID03.
 CD0226
 CD0226.The dynamic height is computed by dividing the NAVD 88
 CD0226.geopotential number by the normal gravity value computed on the
 CD0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0226.degrees latitude (g = 980.6199 gals.).
 CD0226
 CD0226.The modeled gravity was interpolated from observed gravity values.
 CD0226
 CD0226;                    North         East    Units  Estimated Accuracy
 CD0226;SPC TX C     - 3,165,470.      255,320.      MT  (+/- 180 meters Scaled)
 CD0226
 CD0226                          SUPERSEDED SURVEY CONTROL
 CD0226
 CD0226  NGVD 29 (??/??/92) 1385.036  (m)         4544.07   (f) ADJ UNCH    1 2
 CD0226
 CD0226.Superseded values are not recommended for survey control.
 CD0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0226.See file dsdata.txt to determine how the superseded data were derived.
 CD0226
 CD0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ004379(NAD 83)
 CD0226_MARKER: DB = BENCH MARK DISK
 CD0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0226_SP_SET: BRIDGE
 CD0226_STAMPING: Z 1070 1956
 CD0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0226
 CD0226  HISTORY     - Date     Condition        Report By
 CD0226  HISTORY     - 1956     MONUMENTED       CGS
 CD0226
 CD0226                          STATION DESCRIPTION
 CD0226
 CD0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0226'0.45 MI E FROM ALLAMORE.
 CD0226'0.45 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0226'FOREMANS HOUSE AT ALLAMORE, 4 POLES EAST OF MILEPOST 746, 85.2 FEET
 CD0226'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 12 FEET NORTH OF THE CENTER
 CD0226'LINE OF OLD U.S. HIGHWAY 80, SET IN THE TOP OF THE WEST END OF THE
 CD0226'NORTH CURB OF A CONCRETE BRIDGE UNDER THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0566 ***********************************************************************
 CD0566  DESIGNATION -  Z 1071
 CD0566  PID         -  CD0566
 CD0566  STATE/COUNTY-  TX/HUDSPETH
 CD0566  USGS QUAD   -  LASCA (1979)
 CD0566
 CD0566                         *CURRENT SURVEY CONTROL
 CD0566  ___________________________________________________________________
 CD0566* NAD 83(1986)-  31 11 01.     (N)    105 23 29.     (W)     SCALED    
 CD0566* NAVD 88     -      1393.459  (meters)    4571.71   (feet)  ADJUSTED  
 CD0566  ___________________________________________________________________
 CD0566  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CD0566  DYNAMIC HT  -        1391.225 (meters)    4564.38  (feet)  COMP
 CD0566  MODELED GRAV-     978,988.4   (mgal)                       NAVD 88
 CD0566
 CD0566  VERT ORDER  -  FIRST     CLASS II
 CD0566
 CD0566.The horizontal coordinates were scaled from a topographic map and have
 CD0566.an estimated accuracy of +/- 6 seconds.
 CD0566
 CD0566.The orthometric height was determined by differential leveling
 CD0566.and adjusted by the National Geodetic Survey in June 1991..
 CD0566
 CD0566.The geoid height was determined by GEOID03.
 CD0566
 CD0566.The dynamic height is computed by dividing the NAVD 88
 CD0566.geopotential number by the normal gravity value computed on the
 CD0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0566.degrees latitude (g = 980.6199 gals.).
 CD0566
 CD0566.The modeled gravity was interpolated from observed gravity values.
 CD0566
 CD0566;                    North         East    Units  Estimated Accuracy
 CD0566;SPC TX C     - 3,179,120.      218,080.      MT  (+/- 180 meters Scaled)
 CD0566
 CD0566                          SUPERSEDED SURVEY CONTROL
 CD0566
 CD0566  NGVD 29 (??/??/92) 1392.859  (m)         4569.74   (f) ADJ UNCH    1 2
 CD0566
 CD0566.Superseded values are not recommended for survey control.
 CD0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0566.See file dsdata.txt to determine how the superseded data were derived.
 CD0566
 CD0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ627500(NAD 83)
 CD0566_MARKER: DB = BENCH MARK DISK
 CD0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0566_STAMPING: Z 1071 1956
 CD0566_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0566+STABILITY: SURFACE MOTION
 CD0566
 CD0566  HISTORY     - Date     Condition        Report By
 CD0566  HISTORY     - 1956     MONUMENTED       CGS
 CD0566  HISTORY     - 1981     GOOD             NGS
 CD0566
 CD0566                          STATION DESCRIPTION
 CD0566
 CD0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0566'2.05 MI W FROM SIERRA BLANCA.
 CD0566'2.05 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0566'STATION AT SIERRA BLANCA, 86 FEET SOUTH OF THE 1ST POLE WEST OF
 CD0566'MILEPOST 739, 121 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 215
 CD0566'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 37 FEET SOUTH OF THE
 CD0566'CENTER OF A DRAINAGE DITCH, 2.5 FEET WEST OF A WITNESS POST, SET IN
 CD0566'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0566
 CD0566                          STATION RECOVERY (1981)
 CD0566
 CD0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0566'3.4 KM (2.1 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0566'FROM THE RAILROAD STATION IN SIERRA BLANCA, 65.5 METERS (215.0 FT)
 CD0566'NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 51.2 METERS (168.0 FT)
 CD0566'WEST OF A UTILITY POLE, 46.6 METERS (153.0 FT) WEST-SOUTHWEST OF
 CD0566'MILEPOST 739, 36.9 METERS (121.0 FT) SOUTH OF THE NEAR RAIL, 11.3
 CD0566'METERS (37.0 FT) SOUTH OF THE CENTER OF A DRAINAGE DITCH AND 0.8
 CD0566'METER (2.5 FT) WEST OF A 4 BY 4 INCH WOODEN WITNESS POST.
 CD0566'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CD0566'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0019 ***********************************************************************
 CE0019  DESIGNATION -  Z 1072
 CE0019  PID         -  CE0019
 CE0019  STATE/COUNTY-  TX/EL PASO
 CE0019  USGS QUAD   -  CLINT (1995)
 CE0019
 CE0019                         *CURRENT SURVEY CONTROL
 CE0019  ___________________________________________________________________
 CE0019* NAD 83(1986)-  31 35 54.     (N)    106 14 01.     (W)     SCALED    
 CE0019* NAVD 88     -      1108.533  (meters)    3636.91   (feet)  POSTED    
 CE0019  ___________________________________________________________________
 CE0019  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0019  DYNAMIC HT  -        1106.840 (meters)    3631.36  (feet)  COMP
 CE0019  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 CE0019
 CE0019  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0019
 CE0019.The horizontal coordinates were scaled from a topographic map and have
 CE0019.an estimated accuracy of +/- 6 seconds.
 CE0019
 CE0019.The orthometric height was determined by differential leveling
 CE0019.and adjusted by the National Geodetic Survey in 1992..
 CE0019.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0019.rate of 0.0 thru 1.0 mm/km.
 CE0019
 CE0019.The geoid height was determined by GEOID03.
 CE0019
 CE0019.The dynamic height is computed by dividing the NAVD 88
 CE0019.geopotential number by the normal gravity value computed on the
 CE0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0019.degrees latitude (g = 980.6199 gals.).
 CE0019
 CE0019.The modeled gravity was interpolated from observed gravity values.
 CE0019
 CE0019;                    North         East    Units  Estimated Accuracy
 CE0019;SPC TX C     - 3,228,990.      140,350.      MT  (+/- 180 meters Scaled)
 CE0019
 CE0019                          SUPERSEDED SURVEY CONTROL
 CE0019
 CE0019  NGVD 29 (??/??/92) 1107.991  (m)         3635.13   (f) ADJ UNCH    1 2
 CE0019
 CE0019.Superseded values are not recommended for survey control.
 CE0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0019.See file dsdata.txt to determine how the superseded data were derived.
 CE0019
 CE0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ829965(NAD 83)
 CE0019_MARKER: DB = BENCH MARK DISK
 CE0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0019_STAMPING: Z 1072 1956
 CE0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0019+STABILITY: SURFACE MOTION
 CE0019
 CE0019  HISTORY     - Date     Condition        Report By
 CE0019  HISTORY     - 1956     MONUMENTED       CGS
 CE0019  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0019  HISTORY     - 19920507 MARK NOT FOUND   USGS
 CE0019
 CE0019                          STATION DESCRIPTION
 CE0019
 CE0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0019'0.7 MI NW FROM CLINT.
 CE0019'0.7 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0019'STATION AT CLINT, AT A ROAD CROSSING, 82 FEET SOUTHEAST OF MILEPOST
 CE0019'808, 47 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 36.5 FEET
 CE0019'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 14 FEET EAST OF A
 CE0019'VERTICAL SECTION OF RAIL, 2 FEET SOUTHWEST OF A WITNESS POST, 4 FEET
 CE0019'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 CE0019'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CE0019
 CE0019                          STATION RECOVERY (1981)
 CE0019
 CE0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0019'MARK NOT FOUND.
 CE0019
 CE0019                          STATION RECOVERY (1992)
 CE0019
 CE0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0648 ***********************************************************************
 CD0648  DESIGNATION -  Z 1073
 CD0648  PID         -  CD0648
 CD0648  STATE/COUNTY-  TX/HUDSPETH
 CD0648  USGS QUAD   -  ACALA (1972)
 CD0648
 CD0648                         *CURRENT SURVEY CONTROL
 CD0648  ___________________________________________________________________
 CD0648* NAD 83(1986)-  31 19 30.     (N)    105 52 52.     (W)     SCALED    
 CD0648* NAVD 88     -      1095.774  (meters)    3595.05   (feet)  ADJUSTED  
 CD0648  ___________________________________________________________________
 CD0648  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CD0648  DYNAMIC HT  -        1094.056 (meters)    3589.42  (feet)  COMP
 CD0648  MODELED GRAV-     979,035.9   (mgal)                       NAVD 88
 CD0648
 CD0648  VERT ORDER  -  FIRST     CLASS II
 CD0648
 CD0648.The horizontal coordinates were scaled from a topographic map and have
 CD0648.an estimated accuracy of +/- 6 seconds.
 CD0648
 CD0648.The orthometric height was determined by differential leveling
 CD0648.and adjusted by the National Geodetic Survey in June 1991..
 CD0648
 CD0648.The geoid height was determined by GEOID03.
 CD0648
 CD0648.The dynamic height is computed by dividing the NAVD 88
 CD0648.geopotential number by the normal gravity value computed on the
 CD0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0648.degrees latitude (g = 980.6199 gals.).
 CD0648
 CD0648.The modeled gravity was interpolated from observed gravity values.
 CD0648
 CD0648;                    North         East    Units  Estimated Accuracy
 CD0648;SPC TX C     - 3,197,000.      172,240.      MT  (+/- 180 meters Scaled)
 CD0648
 CD0648                          SUPERSEDED SURVEY CONTROL
 CD0648
 CD0648  NGVD 29 (??/??/92) 1095.181  (m)         3593.11   (f) ADJ UNCH    1 2
 CD0648
 CD0648.Superseded values are not recommended for survey control.
 CD0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0648.See file dsdata.txt to determine how the superseded data were derived.
 CD0648
 CD0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ161659(NAD 83)
 CD0648_MARKER: DB = BENCH MARK DISK
 CD0648_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0648_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0648_STAMPING: Z 1073 1956
 CD0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0648
 CD0648  HISTORY     - Date     Condition        Report By
 CD0648  HISTORY     - 1956     MONUMENTED       CGS
 CD0648
 CD0648                          STATION DESCRIPTION
 CD0648
 CD0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0648'2.9 MI NW FROM FORT HANCOCK.
 CD0648'2.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0648'STATION AT FORT HANCOCK, 9.8 FEET SOUTHEAST OF THE 1ST POLE SOUTHEAST
 CD0648'OF MILEPOST 779, 41 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN LINE WITH
 CD0648'A ROW OF TELEPHONE POLES, 6.3 FEET NORTHEAST OF A FENCE, 1 FOOT
 CD0648'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A 4 INCH CONCRETE PIPE
 CD0648'WHICH IS FILLED WITH CONCRETE AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0614 ***********************************************************************
 CD0614  DESIGNATION -  Z 1074
 CD0614  PID         -  CD0614
 CD0614  STATE/COUNTY-  TX/HUDSPETH
 CD0614  USGS QUAD   -  SMALL (1972)
 CD0614
 CD0614                         *CURRENT SURVEY CONTROL
 CD0614  ___________________________________________________________________
 CD0614* NAD 83(1986)-  31 15 57.     (N)    105 34 09.     (W)     SCALED    
 CD0614* NAVD 88     -      1233.749  (meters)    4047.72   (feet)  ADJUSTED  
 CD0614  ___________________________________________________________________
 CD0614  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CD0614  DYNAMIC HT  -        1231.804 (meters)    4041.34  (feet)  COMP
 CD0614  MODELED GRAV-     979,021.5   (mgal)                       NAVD 88
 CD0614
 CD0614  VERT ORDER  -  FIRST     CLASS II
 CD0614
 CD0614.The horizontal coordinates were scaled from a topographic map and have
 CD0614.an estimated accuracy of +/- 6 seconds.
 CD0614
 CD0614.The orthometric height was determined by differential leveling
 CD0614.and adjusted by the National Geodetic Survey in June 1991..
 CD0614
 CD0614.The geoid height was determined by GEOID03.
 CD0614
 CD0614.The dynamic height is computed by dividing the NAVD 88
 CD0614.geopotential number by the normal gravity value computed on the
 CD0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0614.degrees latitude (g = 980.6199 gals.).
 CD0614
 CD0614.The modeled gravity was interpolated from observed gravity values.
 CD0614
 CD0614;                    North         East    Units  Estimated Accuracy
 CD0614;SPC TX C     - 3,189,010.      201,590.      MT  (+/- 180 meters Scaled)
 CD0614
 CD0614                          SUPERSEDED SURVEY CONTROL
 CD0614
 CD0614  NGVD 29 (??/??/92) 1233.174  (m)         4045.84   (f) ADJ UNCH    1 2
 CD0614
 CD0614.Superseded values are not recommended for survey control.
 CD0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0614.See file dsdata.txt to determine how the superseded data were derived.
 CD0614
 CD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ458592(NAD 83)
 CD0614_MARKER: DB = BENCH MARK DISK
 CD0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0614_SP_SET: PIER
 CD0614_STAMPING: Z 1074 1956
 CD0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0614
 CD0614  HISTORY     - Date     Condition        Report By
 CD0614  HISTORY     - 1956     MONUMENTED       CGS
 CD0614
 CD0614                          STATION DESCRIPTION
 CD0614
 CD0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0614'3.7 MI E FROM FINLAY.
 CD0614'3.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0614'SECTION FOREMANS HOUSE AT FINLAY, 9.5 FEET NORTHWEST OF THE NORTHWEST
 CD0614'RAIL, 6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CD0614'NORTHWEST END OF THE SOUTHWEST  CONCRETE PIER OF BRIDGE 754.87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1209 ***********************************************************************
 AY1209  DESIGNATION -  Z 1075
 AY1209  PID         -  AY1209
 AY1209  STATE/COUNTY-  TX/FRIO
 AY1209  USGS QUAD   -  MOORE (1982)
 AY1209
 AY1209                         *CURRENT SURVEY CONTROL
 AY1209  ___________________________________________________________________
 AY1209* NAD 83(1986)-  29 01 01.     (N)    099 03 06.     (W)     SCALED    
 AY1209* NAVD 88     -       223.093  (meters)     731.93   (feet)  ADJUSTED  
 AY1209  ___________________________________________________________________
 AY1209  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AY1209  DYNAMIC HT  -         222.771 (meters)     730.87  (feet)  COMP
 AY1209  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 AY1209
 AY1209  VERT ORDER  -  FIRST     CLASS II
 AY1209
 AY1209.The horizontal coordinates were scaled from a topographic map and have
 AY1209.an estimated accuracy of +/- 6 seconds.
 AY1209
 AY1209.The orthometric height was determined by differential leveling
 AY1209.and adjusted by the National Geodetic Survey in June 1991..
 AY1209
 AY1209.The geoid height was determined by GEOID03.
 AY1209
 AY1209.The dynamic height is computed by dividing the NAVD 88
 AY1209.geopotential number by the normal gravity value computed on the
 AY1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1209.degrees latitude (g = 980.6199 gals.).
 AY1209
 AY1209.The modeled gravity was interpolated from observed gravity values.
 AY1209
 AY1209;                    North         East    Units  Estimated Accuracy
 AY1209;SPC TXSC     - 4,131,180.      594,970.      MT  (+/- 180 meters Scaled)
 AY1209
 AY1209                          SUPERSEDED SURVEY CONTROL
 AY1209
 AY1209  NGVD 29 (??/??/92)  222.971  (m)          731.53   (f) ADJ UNCH    1 2
 AY1209
 AY1209.Superseded values are not recommended for survey control.
 AY1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1209.See file dsdata.txt to determine how the superseded data were derived.
 AY1209
 AY1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT949098(NAD 83)
 AY1209_MARKER: DB = BENCH MARK DISK
 AY1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1209_SP_SET: CULVERT
 AY1209_STAMPING: Z 1075 1956
 AY1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1209
 AY1209  HISTORY     - Date     Condition        Report By
 AY1209  HISTORY     - 1956     MONUMENTED       CGS
 AY1209  HISTORY     - 1987     GOOD             USPSQD
 AY1209  HISTORY     - 19960806 GOOD             USPSQD
 AY1209  HISTORY     - 20020914 GOOD             USPSQD
 AY1209
 AY1209                          STATION DESCRIPTION
 AY1209
 AY1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY1209'3.8 MI SW FROM MOORE.
 AY1209'3.8 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY1209'RAILROAD FROM THE POST OFFICE AT MOORE, 5 1/2 POLES NORTHEAST OF
 AY1209'MILEPOST 304, 104 FEET NORTHWEST OF THE NORTHWEST RAIL, 23 FEET
 AY1209'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 81, SET IN THE TOP OF THE
 AY1209'CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE
 AY1209'HIGHWAY.
 AY1209
 AY1209                          STATION RECOVERY (1987)
 AY1209
 AY1209'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1209'RECOVERED IN GOOD CONDITION.
 AY1209
 AY1209                          STATION RECOVERY (1996)
 AY1209
 AY1209'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY1209'RECOVERED IN GOOD CONDITION.
 AY1209
 AY1209                          STATION RECOVERY (2002)
 AY1209
 AY1209'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0204 ***********************************************************************
 AO0204  DESIGNATION -  Z 1076
 AO0204  PID         -  AO0204
 AO0204  STATE/COUNTY-  TX/FRIO
 AO0204  USGS QUAD   -  DILLEY (1974)
 AO0204
 AO0204                         *CURRENT SURVEY CONTROL
 AO0204  ___________________________________________________________________
 AO0204* NAD 83(1986)-  28 41 34.     (N)    099 09 45.     (W)     SCALED    
 AO0204* NAVD 88     -       160.971  (meters)     528.12   (feet)  ADJUSTED  
 AO0204  ___________________________________________________________________
 AO0204  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AO0204  DYNAMIC HT  -         160.733 (meters)     527.34  (feet)  COMP
 AO0204  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 AO0204
 AO0204  VERT ORDER  -  FIRST     CLASS II
 AO0204
 AO0204.The horizontal coordinates were scaled from a topographic map and have
 AO0204.an estimated accuracy of +/- 6 seconds.
 AO0204
 AO0204.The orthometric height was determined by differential leveling
 AO0204.and adjusted by the National Geodetic Survey in June 1991..
 AO0204
 AO0204.The geoid height was determined by GEOID03.
 AO0204
 AO0204.The dynamic height is computed by dividing the NAVD 88
 AO0204.geopotential number by the normal gravity value computed on the
 AO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0204.degrees latitude (g = 980.6199 gals.).
 AO0204
 AO0204.The modeled gravity was interpolated from observed gravity values.
 AO0204
 AO0204;                    North         East    Units  Estimated Accuracy
 AO0204;SPC TXSC     - 4,095,260.      584,120.      MT  (+/- 180 meters Scaled)
 AO0204
 AO0204                          SUPERSEDED SURVEY CONTROL
 AO0204
 AO0204  NGVD 29 (??/??/92)  160.844  (m)          527.70   (f) ADJ UNCH    1 2
 AO0204
 AO0204.Superseded values are not recommended for survey control.
 AO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0204.See file dsdata.txt to determine how the superseded data were derived.
 AO0204
 AO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS841739(NAD 83)
 AO0204_MARKER: DB = BENCH MARK DISK
 AO0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0204_STAMPING: Z 1076 1956
 AO0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0204+STABILITY: SURFACE MOTION
 AO0204
 AO0204  HISTORY     - Date     Condition        Report By
 AO0204  HISTORY     - 1956     MONUMENTED       CGS
 AO0204  HISTORY     - 19941027 MARK NOT FOUND   USPSQD
 AO0204  HISTORY     - 19960927 GOOD             USPSQD
 AO0204
 AO0204                          STATION DESCRIPTION
 AO0204
 AO0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0204'1.55 MI N FROM DILLEY.
 AO0204'ABOUT 1.55 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AO0204'RAILROAD FROM THE STATION AT DILLEY, 0.1 MILE SOUTHEAST OF A WINDMILL,
 AO0204'185 FEET WEST OF THE WEST RAIL, 71 FEET WEST OF THE CENTER LINE OF
 AO0204'U.S. HIGHWAY 81, 7.5 FEET NORTH OF A POWER POLE, 2.6 FEET EAST OF A
 AO0204'FENCE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AO0204'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0204
 AO0204                          STATION RECOVERY (1994)
 AO0204
 AO0204'RECOVERY NOTE BY US POWER SQUADRON 1994
 AO0204'MARK NOT FOUND.
 AO0204
 AO0204                          STATION RECOVERY (1996)
 AO0204
 AO0204'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0772 ***********************************************************************
 AY0772  DESIGNATION -  Z 1077
 AY0772  PID         -  AY0772
 AY0772  STATE/COUNTY-  TX/BEXAR
 AY0772  USGS QUAD   -  MACDONA (1991)
 AY0772
 AY0772                         *CURRENT SURVEY CONTROL
 AY0772  ___________________________________________________________________
 AY0772* NAD 83(1986)-  29 19 27.     (N)    098 39 42.     (W)     SCALED    
 AY0772* NAVD 88     -       189.560  (meters)     621.91   (feet)  ADJUSTED  
 AY0772  ___________________________________________________________________
 AY0772  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AY0772  DYNAMIC HT  -         189.286 (meters)     621.02  (feet)  COMP
 AY0772  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 AY0772
 AY0772  VERT ORDER  -  FIRST     CLASS II
 AY0772
 AY0772.The horizontal coordinates were scaled from a topographic map and have
 AY0772.an estimated accuracy of +/- 6 seconds.
 AY0772
 AY0772.The orthometric height was determined by differential leveling
 AY0772.and adjusted by the National Geodetic Survey in June 1991..
 AY0772
 AY0772.The geoid height was determined by GEOID03.
 AY0772
 AY0772.The dynamic height is computed by dividing the NAVD 88
 AY0772.geopotential number by the normal gravity value computed on the
 AY0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0772.degrees latitude (g = 980.6199 gals.).
 AY0772
 AY0772.The modeled gravity was interpolated from observed gravity values.
 AY0772
 AY0772;                    North         East    Units  Estimated Accuracy
 AY0772;SPC TXSC     - 4,165,270.      632,860.      MT  (+/- 180 meters Scaled)
 AY0772
 AY0772                          SUPERSEDED SURVEY CONTROL
 AY0772
 AY0772  NGVD 29 (??/??/92)  189.434  (m)          621.50   (f) ADJ UNCH    1 2
 AY0772
 AY0772.Superseded values are not recommended for survey control.
 AY0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0772.See file dsdata.txt to determine how the superseded data were derived.
 AY0772
 AY0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT328439(NAD 83)
 AY0772_MARKER: DB = BENCH MARK DISK
 AY0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0772_SP_SET: CULVERT
 AY0772_STAMPING: Z 1077 1956
 AY0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0772
 AY0772  HISTORY     - Date     Condition        Report By
 AY0772  HISTORY     - 1956     MONUMENTED       CGS
 AY0772  HISTORY     - 1966     GOOD             USGS
 AY0772  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0772  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0772
 AY0772                          STATION DESCRIPTION
 AY0772
 AY0772'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AY0772'2.0 MI E FROM MACDONA.
 AY0772'2.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM OPPOSITE
 AY0772'THE POST OFFICE IN MACDONA, BEXAR COUNTY, S5 NORTH OF THE NORTH RAIL,
 AY0772'8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A PARTIALLY DISMANTLED SPUR
 AY0772'TRACK, 15 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, AT A SMALL
 AY0772'CONCRETE CULVERT UNDER THE SPUR TRACK, AND IN THE CENTER OF THE TOP OF
 AY0772'THE WEST HEADWALL.  A STANDARD DISK, STAMPED Z 1077 1956.
 AY0772
 AY0772                          STATION RECOVERY (1986)
 AY0772
 AY0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0772'MARK NOT FOUND.
 AY0772
 AY0772                          STATION RECOVERY (1999)
 AY0772
 AY0772'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0294 ***********************************************************************
 AO0294  DESIGNATION -  Z 1078
 AO0294  PID         -  AO0294
 AO0294  STATE/COUNTY-  TX/LA SALLE
 AO0294  USGS QUAD   -  ENCINAL (1982)
 AO0294
 AO0294                         *CURRENT SURVEY CONTROL
 AO0294  ___________________________________________________________________
 AO0294* NAD 83(1986)-  28 06 35.     (N)    099 20 00.     (W)     SCALED    
 AO0294* NAVD 88     -       159.790  (meters)     524.24   (feet)  ADJUSTED  
 AO0294  ___________________________________________________________________
 AO0294  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AO0294  DYNAMIC HT  -         159.545 (meters)     523.44  (feet)  COMP
 AO0294  MODELED GRAV-     979,109.7   (mgal)                       NAVD 88
 AO0294
 AO0294  VERT ORDER  -  FIRST     CLASS II
 AO0294
 AO0294.The horizontal coordinates were scaled from a topographic map and have
 AO0294.an estimated accuracy of +/- 6 seconds.
 AO0294
 AO0294.The orthometric height was determined by differential leveling
 AO0294.and adjusted by the National Geodetic Survey in June 1991..
 AO0294
 AO0294.The geoid height was determined by GEOID03.
 AO0294
 AO0294.The dynamic height is computed by dividing the NAVD 88
 AO0294.geopotential number by the normal gravity value computed on the
 AO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0294.degrees latitude (g = 980.6199 gals.).
 AO0294
 AO0294.The modeled gravity was interpolated from observed gravity values.
 AO0294
 AO0294;                    North         East    Units  Estimated Accuracy
 AO0294;SPC TXSC     - 4,030,680.      567,240.      MT  (+/- 180 meters Scaled)
 AO0294
 AO0294                          SUPERSEDED SURVEY CONTROL
 AO0294
 AO0294  NGVD 29 (??/??/92)  159.667  (m)          523.84   (f) ADJ UNCH    1 2
 AO0294
 AO0294.Superseded values are not recommended for survey control.
 AO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0294.See file dsdata.txt to determine how the superseded data were derived.
 AO0294
 AO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS672094(NAD 83)
 AO0294_MARKER: DB = BENCH MARK DISK
 AO0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0294_STAMPING: Z 1078 1956
 AO0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0294+STABILITY: SURFACE MOTION
 AO0294
 AO0294  HISTORY     - Date     Condition        Report By
 AO0294  HISTORY     - 1956     MONUMENTED       CGS
 AO0294  HISTORY     - 1958     GOOD             NGS
 AO0294
 AO0294                          STATION DESCRIPTION
 AO0294
 AO0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0294'4.85 MI N FROM ENCINAL.
 AO0294'4.85 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0294'FROM THE STATION AT ENCINAL, 12 RAILS NORTH OF THE CENTER LINE OF A
 AO0294'PRIVATE ROAD, 43 FEET WEST OF THE WEST RAIL, 14 FEET NORTHEAST OF A
 AO0294'POWER POLE, 11 FEET NORTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 AO0294'TELEPHONE POLES, 5 FEET EAST OF A FENCE, 1.5 FEET WEST OF A WITNESS
 AO0294'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AO0294'THE GROUND.
 AO0294
 AO0294                          STATION RECOVERY (1958)
 AO0294
 AO0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0720 ***********************************************************************
 AJ0720  DESIGNATION -  Z 1079
 AJ0720  PID         -  AJ0720
 AJ0720  STATE/COUNTY-  TX/WEBB
 AJ0720  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0720
 AJ0720                         *CURRENT SURVEY CONTROL
 AJ0720  ___________________________________________________________________
 AJ0720* NAD 83(1986)-  27 47 27.     (N)    099 25 22.     (W)     SCALED    
 AJ0720* NAVD 88     -       190.954  (meters)     626.49   (feet)  ADJUSTED  
 AJ0720  ___________________________________________________________________
 AJ0720  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AJ0720  DYNAMIC HT  -         190.655 (meters)     625.51  (feet)  COMP
 AJ0720  MODELED GRAV-     979,075.7   (mgal)                       NAVD 88
 AJ0720
 AJ0720  VERT ORDER  -  FIRST     CLASS II
 AJ0720
 AJ0720.The horizontal coordinates were scaled from a topographic map and have
 AJ0720.an estimated accuracy of +/- 6 seconds.
 AJ0720
 AJ0720.The orthometric height was determined by differential leveling
 AJ0720.and adjusted by the National Geodetic Survey in June 1991..
 AJ0720.WARNING-Repeat measurements at this control monument indicate possible
 AJ0720.vertical movement.
 AJ0720
 AJ0720.The geoid height was determined by GEOID03.
 AJ0720
 AJ0720.The dynamic height is computed by dividing the NAVD 88
 AJ0720.geopotential number by the normal gravity value computed on the
 AJ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0720.degrees latitude (g = 980.6199 gals.).
 AJ0720
 AJ0720.The modeled gravity was interpolated from observed gravity values.
 AJ0720
 AJ0720;                    North         East    Units  Estimated Accuracy
 AJ0720;SPC TX S     - 5,235,680.      209,060.      MT  (+/- 180 meters Scaled)
 AJ0720
 AJ0720                          SUPERSEDED SURVEY CONTROL
 AJ0720
 AJ0720  NGVD 29 (??/??/92)  190.839  (m)          626.11   (f) ADJ UNCH    1 2
 AJ0720
 AJ0720.Superseded values are not recommended for survey control.
 AJ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0720.See file dsdata.txt to determine how the superseded data were derived.
 AJ0720
 AJ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR583741(NAD 83)
 AJ0720_MARKER: DB = BENCH MARK DISK
 AJ0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0720_STAMPING: Z 1079 1957
 AJ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0720+STABILITY: SURFACE MOTION
 AJ0720
 AJ0720  HISTORY     - Date     Condition        Report By
 AJ0720  HISTORY     - 1957     MONUMENTED       CGS
 AJ0720  HISTORY     - 1977     GOOD             USGS
 AJ0720  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0720
 AJ0720                          STATION DESCRIPTION
 AJ0720
 AJ0720'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0720'2.75 MI N FROM WEBB.
 AJ0720'2.6 MILES NORTH ALONG INTERSTATE HWY 35 FROM THE JUNCTION OF U.S. HWY
 AJ0720'83, 0.15 MILES NORTH OF HWY MILEPOST 21, 222 FEET WEST (NORMAL) OF THE
 AJ0720'CENTERLINE OF THE SOUTHBOUND LANE ON 135, 68 FEET EAST OF THE EAST
 AJ0720'RAIL OF THE MISSOURI PACIFIC RR, 62 FEET NE OF A TELEPHONE POLE, 1.8
 AJ0720'FEET EAST OF A WITNESS POST, A STANDARD USC AND GS TABLET STAMPED
 AJ0720'Z1079 1957 SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET ABOVE
 AJ0720'GROUND.
 AJ0720
 AJ0720                          STATION RECOVERY (2002)
 AJ0720
 AJ0720'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0580 ***********************************************************************
 CA0580  DESIGNATION -  Z 108
 CA0580  PID         -  CA0580
 CA0580  STATE/COUNTY-  TX/MCCULLOCH
 CA0580  USGS QUAD   -  MELVIN (1960)
 CA0580
 CA0580                         *CURRENT SURVEY CONTROL
 CA0580  ___________________________________________________________________
 CA0580* NAD 83(1986)-  31 12 33.     (N)    099 37 03.     (W)     SCALED    
 CA0580* NAVD 88     -       565.609  (meters)    1855.67   (feet)  POSTED    
 CA0580  ___________________________________________________________________
 CA0580  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CA0580  DYNAMIC HT  -         564.840 (meters)    1853.15  (feet)  COMP
 CA0580  MODELED GRAV-     979,258.5   (mgal)                       NAVD 88
 CA0580
 CA0580  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0580
 CA0580.The horizontal coordinates were scaled from a topographic map and have
 CA0580.an estimated accuracy of +/- 6 seconds.
 CA0580
 CA0580.The orthometric height was determined by differential leveling
 CA0580.and adjusted by the National Geodetic Survey in 1992..
 CA0580.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0580.rate of 0.0 thru 1.0 mm/km.
 CA0580
 CA0580.The geoid height was determined by GEOID03.
 CA0580
 CA0580.The dynamic height is computed by dividing the NAVD 88
 CA0580.geopotential number by the normal gravity value computed on the
 CA0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0580.degrees latitude (g = 980.6199 gals.).
 CA0580
 CA0580.The modeled gravity was interpolated from observed gravity values.
 CA0580
 CA0580;                    North         East    Units  Estimated Accuracy
 CA0580;SPC TX C     - 3,171,210.      768,210.      MT  (+/- 180 meters Scaled)
 CA0580
 CA0580                          SUPERSEDED SURVEY CONTROL
 CA0580
 CA0580  NGVD 29 (??/??/92)  565.527  (m)         1855.40   (f) ADJ UNCH    1 2
 CA0580
 CA0580.Superseded values are not recommended for survey control.
 CA0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0580.See file dsdata.txt to determine how the superseded data were derived.
 CA0580
 CA0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV411529(NAD 83)
 CA0580_MARKER: DB = BENCH MARK DISK
 CA0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0580_SP_SET: MONUMENT
 CA0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0580
 CA0580  HISTORY     - Date     Condition        Report By
 CA0580  HISTORY     - UNK      MONUMENTED       CGS
 CA0580  HISTORY     - 1933     GOOD             NGS
 CA0580  HISTORY     - 1935     GOOD             NGS
 CA0580  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CA0580
 CA0580                          STATION DESCRIPTION
 CA0580
 CA0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0580'1.9 MI W FROM MELVIN.
 CA0580'AT TRESTLE 84A, ABOUT 350 FEET WEST OF MILE POST 84, 46 FEET NORTH OF
 CA0580'TRACK.
 CA0580
 CA0580                          STATION RECOVERY (1935)
 CA0580
 CA0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0580'RECOVERED IN GOOD CONDITION.
 CA0580
 CA0580                          STATION RECOVERY (1999)
 CA0580
 CA0580'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1065 ***********************************************************************
 AE1065  DESIGNATION -  Z 1080
 AE1065  PID         -  AE1065
 AE1065  STATE/COUNTY-  TX/ZAPATA
 AE1065  USGS QUAD   -  ZAPATA (1979)
 AE1065
 AE1065                         *CURRENT SURVEY CONTROL
 AE1065  ___________________________________________________________________
 AE1065* NAD 83(1986)-  26 56 32.     (N)    099 19 58.     (W)     SCALED    
 AE1065* NAVD 88     -       111.017  (meters)     364.23   (feet)  POSTED    
 AE1065  ___________________________________________________________________
 AE1065  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AE1065  DYNAMIC HT  -         110.840 (meters)     363.65  (feet)  COMP
 AE1065  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 AE1065
 AE1065  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE1065
 AE1065.The horizontal coordinates were scaled from a topographic map and have
 AE1065.an estimated accuracy of +/- 6 seconds.
 AE1065
 AE1065.The orthometric height was determined by differential leveling
 AE1065.and adjusted by the National Geodetic Survey in 1992..
 AE1065.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE1065.rate of 1.1 thru 2.0 mm/km.
 AE1065
 AE1065.The geoid height was determined by GEOID03.
 AE1065
 AE1065.The dynamic height is computed by dividing the NAVD 88
 AE1065.geopotential number by the normal gravity value computed on the
 AE1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1065.degrees latitude (g = 980.6199 gals.).
 AE1065
 AE1065.The modeled gravity was interpolated from observed gravity values.
 AE1065
 AE1065;                    North         East    Units  Estimated Accuracy
 AE1065;SPC TX S     - 5,141,590.      217,310.      MT  (+/- 180 meters Scaled)
 AE1065
 AE1065                          SUPERSEDED SURVEY CONTROL
 AE1065
 AE1065  NGVD 29 (??/??/92)  111.066  (m)          364.39   (f) ADJ UNCH    1 2
 AE1065
 AE1065.Superseded values are not recommended for survey control.
 AE1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1065.See file dsdata.txt to determine how the superseded data were derived.
 AE1065
 AE1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ669800(NAD 83)
 AE1065_MARKER: DB = BENCH MARK DISK
 AE1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1065_SP_SET: CULVERT
 AE1065_STAMPING: Z 1080 1956
 AE1065_MARK LOGO: CGS   
 AE1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1065
 AE1065  HISTORY     - Date     Condition        Report By
 AE1065  HISTORY     - 1956     MONUMENTED       CGS
 AE1065  HISTORY     - 1975     GOOD             USGS
 AE1065  HISTORY     - 1981     GOOD             NGS
 AE1065
 AE1065                          STATION DESCRIPTION
 AE1065
 AE1065'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AE1065'6.1 MI NW FROM ZAPATA.
 AE1065'FROM THE JUNCTION OF U.S. HIGHWAY 83, AND TEXAS HIGHWAY 16 IN ZAPATA
 AE1065'PROCEED NORTHWEST ALONG U.S. 83 FOR 5.4 MI. TO ROADSIDE PARK ON HILL
 AE1065'ON RIGHT AND OLD PAVED HIGHWAY ON LEFT, THENCE LEFT AND THEN SE ON OLD
 AE1065'HIGHWAY 0.7 MI. TO OLD CULVERT AND BM 108 FT. NW OF A T-ROAD LEADING
 AE1065'SW, AND 24 FT. NE OF CENTERLINE OF ROAD.  A STANDARD CAP SET IN THE
 AE1065'CULVERT HEADWALL 1.1 FT. LOWER THAN CENTERLINE OF THE ROAD.
 AE1065
 AE1065                          STATION RECOVERY (1981)
 AE1065
 AE1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1065'RECOVERED THIS DATE, INACCESSIBLE DUE TO LOCKED GATE, OFF LEVEL LINE,
 AE1065'NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0815 ***********************************************************************
 AJ0815  DESIGNATION -  Z 1081
 AJ0815  PID         -  AJ0815
 AJ0815  STATE/COUNTY-  TX/ZAPATA
 AJ0815  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0815
 AJ0815                         *CURRENT SURVEY CONTROL
 AJ0815  ___________________________________________________________________
 AJ0815* NAD 83(1986)-  27 09 38.     (N)    099 25 18.     (W)     SCALED    
 AJ0815* NAVD 88     -       105.503  (meters)     346.14   (feet)  ADJUSTED  
 AJ0815  ___________________________________________________________________
 AJ0815  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AJ0815  DYNAMIC HT  -         105.334 (meters)     345.58  (feet)  COMP
 AJ0815  MODELED GRAV-     979,039.8   (mgal)                       NAVD 88
 AJ0815
 AJ0815  VERT ORDER  -  FIRST     CLASS II
 AJ0815
 AJ0815.The horizontal coordinates were scaled from a topographic map and have
 AJ0815.an estimated accuracy of +/- 6 seconds.
 AJ0815
 AJ0815.The orthometric height was determined by differential leveling
 AJ0815.and adjusted by the National Geodetic Survey in June 1991..
 AJ0815
 AJ0815.The geoid height was determined by GEOID03.
 AJ0815
 AJ0815.The dynamic height is computed by dividing the NAVD 88
 AJ0815.geopotential number by the normal gravity value computed on the
 AJ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0815.degrees latitude (g = 980.6199 gals.).
 AJ0815
 AJ0815.The modeled gravity was interpolated from observed gravity values.
 AJ0815
 AJ0815;                    North         East    Units  Estimated Accuracy
 AJ0815;SPC TX S     - 5,165,840.      208,660.      MT  (+/- 180 meters Scaled)
 AJ0815
 AJ0815                          SUPERSEDED SURVEY CONTROL
 AJ0815
 AJ0815  NGVD 29 (??/??/92)  105.557  (m)          346.31   (f) ADJ UNCH    1 2
 AJ0815
 AJ0815.Superseded values are not recommended for survey control.
 AJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0815.See file dsdata.txt to determine how the superseded data were derived.
 AJ0815
 AJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR582042(NAD 83)
 AJ0815_MARKER: DB = BENCH MARK DISK
 AJ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0815_STAMPING: Z 1081 1957
 AJ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0815+STABILITY: SURFACE MOTION
 AJ0815
 AJ0815  HISTORY     - Date     Condition        Report By
 AJ0815  HISTORY     - 1957     MONUMENTED       CGS
 AJ0815  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0815  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0815  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0815
 AJ0815                          STATION DESCRIPTION
 AJ0815
 AJ0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0815'8.2 MI N FROM SAN YGNACIO.
 AJ0815'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0815'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 7.8 MILES NORTH ALONG U.S.
 AJ0815'HIGHWAY 83, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET
 AJ0815'SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD LEADING WEST TO
 AJ0815'THE LA PERLA RANCH, 7 FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A
 AJ0815'FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AJ0815'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0815
 AJ0815                          STATION RECOVERY (1975)
 AJ0815
 AJ0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0815'MARK NOT FOUND.
 AJ0815
 AJ0815                          STATION RECOVERY (1981)
 AJ0815
 AJ0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0815'MARK NOT RECOVERED THIS DATE.
 AJ0815
 AJ0815                          STATION RECOVERY (1988)
 AJ0815
 AJ0815'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0740 ***********************************************************************
 AJ0740  DESIGNATION -  Z 1082
 AJ0740  PID         -  AJ0740
 AJ0740  STATE/COUNTY-  TX/WEBB
 AJ0740  USGS QUAD   -  LAREDO EAST (1980)
 AJ0740
 AJ0740                         *CURRENT SURVEY CONTROL
 AJ0740  ___________________________________________________________________
 AJ0740* NAD 83(1986)-  27 35 06.     (N)    099 29 57.     (W)     SCALED    
 AJ0740* NAVD 88     -       133.958  (meters)     439.49   (feet)  ADJUSTED  
 AJ0740  ___________________________________________________________________
 AJ0740  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AJ0740  DYNAMIC HT  -         133.747 (meters)     438.80  (feet)  COMP
 AJ0740  MODELED GRAV-     979,073.2   (mgal)                       NAVD 88
 AJ0740
 AJ0740  VERT ORDER  -  FIRST     CLASS II
 AJ0740
 AJ0740.The horizontal coordinates were scaled from a topographic map and have
 AJ0740.an estimated accuracy of +/- 6 seconds.
 AJ0740
 AJ0740.The orthometric height was determined by differential leveling
 AJ0740.and adjusted by the National Geodetic Survey in June 1991..
 AJ0740
 AJ0740.The geoid height was determined by GEOID03.
 AJ0740
 AJ0740.The dynamic height is computed by dividing the NAVD 88
 AJ0740.geopotential number by the normal gravity value computed on the
 AJ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0740.degrees latitude (g = 980.6199 gals.).
 AJ0740
 AJ0740.The modeled gravity was interpolated from observed gravity values.
 AJ0740
 AJ0740;                    North         East    Units  Estimated Accuracy
 AJ0740;SPC TX S     - 5,212,930.      201,350.      MT  (+/- 180 meters Scaled)
 AJ0740
 AJ0740                          SUPERSEDED SURVEY CONTROL
 AJ0740
 AJ0740  NGVD 29 (??/??/92)  133.934  (m)          439.42   (f) ADJ UNCH    1 2
 AJ0740
 AJ0740.Superseded values are not recommended for survey control.
 AJ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0740.See file dsdata.txt to determine how the superseded data were derived.
 AJ0740
 AJ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR507513(NAD 83)
 AJ0740_MARKER: DB = BENCH MARK DISK
 AJ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0740_STAMPING: Z 1082 1957
 AJ0740_MARK LOGO: CGS   
 AJ0740_PROJECTION: PROJECTING 8 CENTIMETERS
 AJ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0740+STABILITY: SURFACE MOTION
 AJ0740
 AJ0740  HISTORY     - Date     Condition        Report By
 AJ0740  HISTORY     - 1957     MONUMENTED       CGS
 AJ0740  HISTORY     - 1981     GOOD             NGS
 AJ0740  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ0740
 AJ0740                          STATION DESCRIPTION
 AJ0740
 AJ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0740'5.6 MI N FROM LAREDO.
 AJ0740'5.6 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0740'FROM THE STATION AT LAREDO, 0.15 MILE NORTH OF A BRIDGE OVER A CREEK,
 AJ0740'43.5 FEET WEST OF THE WEST RAIL, 22 FEET NORTH OF THE CENTER OF A WIRE
 AJ0740'GATE, 6 FEET SOUTH OF A TELEPHONE POLE, 2.3 FEET EAST OF A FENCE, 2.3
 AJ0740'FEET NORTH OF A WITNESS POST SET IN THE TOP OF A CONCRETE POST WHICH
 AJ0740'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AJ0740
 AJ0740                          STATION RECOVERY (1981)
 AJ0740
 AJ0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0740'ONE AND ONE HALF BLOCKS (0.1 MI) WEST ALONG MATAMOROS STREET FROM THE
 AJ0740'POST OFFICE IN LAREDO, THENCE 9.0 KM (5.6 MI) NORTH ALONG SANTA MARIA
 AJ0740'AVENUE AND THE INTERSTATE HIGHWAY 35 WEST FRONTAGE ROAD TO A PAVED
 AJ0740'ROAD CROSSING THE MISSOURI PACIFIC RAILROAD AND LEADING TO SEVERAL
 AJ0740'WAREHOUSES, ALSO 0.2 KM (0.15 MI) NORTH OF THE RAILROAD BRIDGE NUMBER
 AJ0740'406.6 OVER MANADAS CREEK AND 0.3 KM (0.2 MI) SOUTH OF A PEDESTRIAN
 AJ0740'WALKWAY OVER THE INTERSTATE HIGHWAY LEADING TO THE TEXAS TOURIST
 AJ0740'BUREAU, 49.1 METERS (161.9 FT) WEST OF THE CENTERLINE OF THE WEST
 AJ0740'FRONTAGE ROAD, 13.3 METERS (43.5 FT) WEST OF THE WEST RAIL OF THE
 AJ0740'RAILROAD, 35.7 METERS (117.9 FT) SOUTH OF THE CENTER OF THE PAVED
 AJ0740'ROAD, 1.1 METERS (3.5 FT) SOUTH OF A POWERLINE POLE, 0.61 METERS
 AJ0740'(2.0 FT) EAST OF A FENCE LINE.
 AJ0740'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 AJ0740'THE MARK IS 0.6 M BELOW RAILROAD TRACKS.
 AJ0740
 AJ0740                          STATION RECOVERY (2002)
 AJ0740
 AJ0740'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0747 ***********************************************************************
 AJ0747  DESIGNATION -  Z 1083
 AJ0747  PID         -  AJ0747
 AJ0747  STATE/COUNTY-  TX/WEBB
 AJ0747  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0747
 AJ0747                         *CURRENT SURVEY CONTROL
 AJ0747  ___________________________________________________________________
 AJ0747* NAD 83(1986)-  27 48 00.     (N)    099 28 36.     (W)     SCALED    
 AJ0747* NAVD 88     -       211.135  (meters)     692.70   (feet)  POSTED    
 AJ0747  ___________________________________________________________________
 AJ0747  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AJ0747  DYNAMIC HT  -         210.800 (meters)     691.60  (feet)  COMP
 AJ0747  MODELED GRAV-     979,076.1   (mgal)                       NAVD 88
 AJ0747
 AJ0747  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0747
 AJ0747.The horizontal coordinates were scaled from a topographic map and have
 AJ0747.an estimated accuracy of +/- 6 seconds.
 AJ0747
 AJ0747.The orthometric height was determined by differential leveling
 AJ0747.and adjusted by the National Geodetic Survey in 1992..
 AJ0747.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0747.rate of 1.1 thru 2.0 mm/km.
 AJ0747
 AJ0747.The geoid height was determined by GEOID03.
 AJ0747
 AJ0747.The dynamic height is computed by dividing the NAVD 88
 AJ0747.geopotential number by the normal gravity value computed on the
 AJ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0747.degrees latitude (g = 980.6199 gals.).
 AJ0747
 AJ0747.The modeled gravity was interpolated from observed gravity values.
 AJ0747
 AJ0747;                    North         East    Units  Estimated Accuracy
 AJ0747;SPC TX S     - 5,236,740.      203,760.      MT  (+/- 180 meters Scaled)
 AJ0747
 AJ0747                          SUPERSEDED SURVEY CONTROL
 AJ0747
 AJ0747  NGVD 29 (??/??/92)  211.116  (m)          692.64   (f) ADJ UNCH    1 2
 AJ0747
 AJ0747.Superseded values are not recommended for survey control.
 AJ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0747.See file dsdata.txt to determine how the superseded data were derived.
 AJ0747
 AJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR530751(NAD 83)
 AJ0747_MARKER: DB = BENCH MARK DISK
 AJ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0747_STAMPING: Z 1083 1957
 AJ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0747+STABILITY: SURFACE MOTION
 AJ0747
 AJ0747  HISTORY     - Date     Condition        Report By
 AJ0747  HISTORY     - 1957     MONUMENTED       CGS
 AJ0747  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0747
 AJ0747                          STATION DESCRIPTION
 AJ0747
 AJ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0747'4.0 MI W FROM WEBB.
 AJ0747'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0747'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0747'GRADED DIRT ROAD, THENCE 1.0 MILE SOUTHWEST ALONG A GRAVELED ROAD, 0.1
 AJ0747'MILE NORTHEAST OF A JUNCTION WITH A ROAD LEADING NORTHWEST, 21 FEET
 AJ0747'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 8 FEET NORTHEAST OF A
 AJ0747'POWER POLE, 2 FEET NORTHWEST OF A FENCE, 2.5 FEET SOUTHWEST OF A
 AJ0747'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AJ0747'FOOT ABOVE THE GROUND.
 AJ0747
 AJ0747                          STATION RECOVERY (2002)
 AJ0747
 AJ0747'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1259 ***********************************************************************
 AY1259  DESIGNATION -  Z 1084
 AY1259  PID         -  AY1259
 AY1259  STATE/COUNTY-  TX/MEDINA
 AY1259  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1259
 AY1259                         *CURRENT SURVEY CONTROL
 AY1259  ___________________________________________________________________
 AY1259* NAD 83(1986)-  29 20 57.     (N)    099 06 55.     (W)     SCALED    
 AY1259* NAVD 88     -       268.962  (meters)     882.42   (feet)  ADJUSTED  
 AY1259  ___________________________________________________________________
 AY1259  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AY1259  DYNAMIC HT  -         268.571 (meters)     881.14  (feet)  COMP
 AY1259  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1259
 AY1259  VERT ORDER  -  FIRST     CLASS II
 AY1259
 AY1259.The horizontal coordinates were scaled from a topographic map and have
 AY1259.an estimated accuracy of +/- 6 seconds.
 AY1259
 AY1259.The orthometric height was determined by differential leveling
 AY1259.and adjusted by the National Geodetic Survey in June 1991..
 AY1259
 AY1259.The geoid height was determined by GEOID03.
 AY1259
 AY1259.The dynamic height is computed by dividing the NAVD 88
 AY1259.geopotential number by the normal gravity value computed on the
 AY1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1259.degrees latitude (g = 980.6199 gals.).
 AY1259
 AY1259.The modeled gravity was interpolated from observed gravity values.
 AY1259
 AY1259;                    North         East    Units  Estimated Accuracy
 AY1259;SPC TXSC     - 4,168,000.      588,810.      MT  (+/- 180 meters Scaled)
 AY1259
 AY1259                          SUPERSEDED SURVEY CONTROL
 AY1259
 AY1259  NGVD 29 (??/??/92)  268.828  (m)          881.98   (f) ADJ UNCH    1 2
 AY1259
 AY1259.Superseded values are not recommended for survey control.
 AY1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1259.See file dsdata.txt to determine how the superseded data were derived.
 AY1259
 AY1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT888466(NAD 83)
 AY1259_MARKER: DB = BENCH MARK DISK
 AY1259_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AY1259_SP_SET: 11 FT.
 AY1259_STAMPING: Z 1084 1957
 AY1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1259
 AY1259  HISTORY     - Date     Condition        Report By
 AY1259  HISTORY     - 1957     MONUMENTED       CGS
 AY1259  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1259  HISTORY     - 19880821 MARK NOT FOUND   USPSQD
 AY1259  HISTORY     - 19950502 MARK NOT FOUND   USPSQD
 AY1259  HISTORY     - 19970210 GOOD             USPSQD
 AY1259  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1259
 AY1259                          STATION DESCRIPTION
 AY1259
 AY1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1259'1.6 MI E FROM HONDO.
 AY1259'1.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1259'STATION AT HONDO, 247 FEET EAST OF THE CENTER OF A ROAD CROSSING, 83
 AY1259'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 90, 34 FEET SOUTH OF THE
 AY1259'SOUTH RAIL, 3 FEET NORTH OF THE 1ST POLE EAST OF MILEPOST 257, CLAMPED
 AY1259'ON THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 11
 AY1259'FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4
 AY1259'FOOT ABOVE THE GROUND, 2.6 FEET WEST OF A WITNESS POST.
 AY1259
 AY1259                          STATION RECOVERY (1982)
 AY1259
 AY1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1259'MARK NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD EQUIPMENT.
 AY1259
 AY1259                          STATION RECOVERY (1988)
 AY1259
 AY1259'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1259'MARK NOT FOUND.
 AY1259
 AY1259                          STATION RECOVERY (1995)
 AY1259
 AY1259'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1259'MARK NOT FOUND.
 AY1259
 AY1259                          STATION RECOVERY (1997)
 AY1259
 AY1259'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1259'RECOVERED IN GOOD CONDITION.
 AY1259
 AY1259                          STATION RECOVERY (2005)
 AY1259
 AY1259'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 AY1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0419 ***********************************************************************
 AO0419  DESIGNATION -  Z 1085
 AO0419  PID         -  AO0419
 AO0419  STATE/COUNTY-  TX/DIMMIT
 AO0419  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0419
 AO0419                         *CURRENT SURVEY CONTROL
 AO0419  ___________________________________________________________________
 AO0419* NAD 83(1986)-  28 31 50.     (N)    099 52 52.     (W)     SCALED    
 AO0419* NAVD 88     -       205.013  (meters)     672.61   (feet)  ADJUSTED  
 AO0419  ___________________________________________________________________
 AO0419  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AO0419  DYNAMIC HT  -         204.705 (meters)     671.60  (feet)  COMP
 AO0419  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 AO0419
 AO0419  VERT ORDER  -  FIRST     CLASS II
 AO0419
 AO0419.The horizontal coordinates were scaled from a topographic map and have
 AO0419.an estimated accuracy of +/- 6 seconds.
 AO0419
 AO0419.The orthometric height was determined by differential leveling
 AO0419.and adjusted by the National Geodetic Survey in June 1991..
 AO0419.WARNING-Repeat measurements at this control monument indicate possible
 AO0419.vertical movement.
 AO0419
 AO0419.The geoid height was determined by GEOID03.
 AO0419
 AO0419.The dynamic height is computed by dividing the NAVD 88
 AO0419.geopotential number by the normal gravity value computed on the
 AO0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0419.degrees latitude (g = 980.6199 gals.).
 AO0419
 AO0419.The modeled gravity was interpolated from observed gravity values.
 AO0419
 AO0419;                    North         East    Units  Estimated Accuracy
 AO0419;SPC TXSC     - 4,077,600.      513,770.      MT  (+/- 180 meters Scaled)
 AO0419
 AO0419                          SUPERSEDED SURVEY CONTROL
 AO0419
 AO0419  NGVD 29 (??/??/92)  204.893  (m)          672.22   (f) ADJ UNCH    1 2
 AO0419
 AO0419.Superseded values are not recommended for survey control.
 AO0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0419.See file dsdata.txt to determine how the superseded data were derived.
 AO0419
 AO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS137562(NAD 83)
 AO0419_MARKER: DB = BENCH MARK DISK
 AO0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0419_SP_SET: FOUNDATION
 AO0419_STAMPING: Z 1085 1957
 AO0419_MARK LOGO: CGS   
 AO0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0419
 AO0419  HISTORY     - Date     Condition        Report By
 AO0419  HISTORY     - 1957     MONUMENTED       CGS
 AO0419  HISTORY     - 1982     GOOD             NGS
 AO0419  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 AO0419
 AO0419                          STATION DESCRIPTION
 AO0419
 AO0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0419'1.75 MI NW FROM CARRIZO SPRINGS.
 AO0419'1.45 MILES NORTHWEST ALONG U.S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AO0419'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, THENCE 0.3 MILE
 AO0419'SOUTHWEST ALONG AN OILED ROAD, AT A 300 FOOT STEEL TOWER WHICH IS
 AO0419'OWNED BY R.E.A. AND LEASED TO THE TEXAS HIGHWAY PATROL, 89 FEET WEST
 AO0419'OF THE WEST CORNER OF THE DRIVERS LICENSE BUILDING, 1.6 FEET ABOVE THE
 AO0419'GROUND, SET IN THE TOP OF THE EAST CORNER OF THE CONCRETE FOUNDATION
 AO0419'OF THE TOWER.
 AO0419
 AO0419                          STATION RECOVERY (1982)
 AO0419
 AO0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0419'1 BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0419'SPRINGS THENCE 1.9 KM (1.2 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AO0419'THENCE 0.5 KM (0.3 MI) SOUTHWEST ALONG A BLACK TOPPED ROAD AT A 300
 AO0419'FT. STEEL TOWER WHICH IS OWNED BY THE RIO GRANDE ELECTRIC CO-OP INC.,
 AO0419'SET IN TOP OF THE EAST CORNER OF CONCRETE FOUNDATIN OF TOWER,
 AO0419'44.5 METERS (146.0 FT) WEST NORTHWEST OF THE NORTH CORNER OF
 AO0419'RIO-GRANDE ELECT CO-OP INC. BRICK BUILDING.  NOTE, 1.6 FT ABOVE THE
 AO0419'GROUND.
 AO0419'THE MARK IS 0.4 M ABOVE GROUND.
 AO0419
 AO0419                          STATION RECOVERY (1997)
 AO0419
 AO0419'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0018 ***********************************************************************
 AP0018  DESIGNATION -  Z 1086 RESET 1961
 AP0018  PID         -  AP0018
 AP0018  STATE/COUNTY-  TX/MAVERICK
 AP0018  USGS QUAD   -  SACATOSA TANK (1974)
 AP0018
 AP0018                         *CURRENT SURVEY CONTROL
 AP0018  ___________________________________________________________________
 AP0018* NAD 83(1986)-  28 38 03.     (N)    100 08 06.     (W)     SCALED    
 AP0018* NAVD 88     -       208.215  (meters)     683.12   (feet)  ADJUSTED  
 AP0018  ___________________________________________________________________
 AP0018  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AP0018  DYNAMIC HT  -         207.904 (meters)     682.10  (feet)  COMP
 AP0018  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 AP0018
 AP0018  VERT ORDER  -  FIRST     CLASS II
 AP0018
 AP0018.The horizontal coordinates were scaled from a topographic map and have
 AP0018.an estimated accuracy of +/- 6 seconds.
 AP0018
 AP0018.The orthometric height was determined by differential leveling
 AP0018.and adjusted by the National Geodetic Survey in June 1991..
 AP0018
 AP0018.The geoid height was determined by GEOID03.
 AP0018
 AP0018.The dynamic height is computed by dividing the NAVD 88
 AP0018.geopotential number by the normal gravity value computed on the
 AP0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0018.degrees latitude (g = 980.6199 gals.).
 AP0018
 AP0018.The modeled gravity was interpolated from observed gravity values.
 AP0018
 AP0018;                    North         East    Units  Estimated Accuracy
 AP0018;SPC TXSC     - 4,089,290.      489,030.      MT  (+/- 180 meters Scaled)
 AP0018
 AP0018                          SUPERSEDED SURVEY CONTROL
 AP0018
 AP0018  NGVD 29 (??/??/??)  208.06   (m)          682.6    (f) RESET       3  
 AP0018
 AP0018.Superseded values are not recommended for survey control.
 AP0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0018.See file dsdata.txt to determine how the superseded data were derived.
 AP0018
 AP0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS890679(NAD 83)
 AP0018_MARKER: DB = BENCH MARK DISK
 AP0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0018_STAMPING: Z 1086 RESET 1961
 AP0018_MARK LOGO: CGS   
 AP0018_PROJECTION: PROJECTING 15 CENTIMETERS
 AP0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0018+STABILITY: SURFACE MOTION
 AP0018
 AP0018  HISTORY     - Date     Condition        Report By
 AP0018  HISTORY     - 1961     MONUMENTED       CGS
 AP0018  HISTORY     - 1982     GOOD             NGS
 AP0018
 AP0018                          STATION DESCRIPTION
 AP0018
 AP0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0018'20.55 MI NW FROM CARRIZO SPRINGS.
 AP0018'ABOUT 20.55 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 277, FROM THE
 AP0018'RAILROAD CROSSING IN CARRIZO SPRINGS, 0.3 MILE WEST OF A METAL GATE
 AP0018'AND UNDER THE SOUTH RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY.  A
 AP0018'STANDARD DISK STAMPED Z 1086 RESET 1961 IN A CONCRETE POST WHICH
 AP0018'PROJECTS ABOUT 8 INCHES AND IS 2 FEET WEST OF A 4 X 4 WITNESS POST.
 AP0018
 AP0018                          STATION RECOVERY (1982)
 AP0018
 AP0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0018'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0018'SPRINGS, THENCE 33.4 KM (20.75 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AP0018'UNDER THE SOUTH RIGHT OF WAY FENCE LINE, 22.8 METERS (75. 0 FT) SOUTH
 AP0018'OF HIGHWAY, AND 0.3 METER (1.0 FT) NORTH OF A FENCE LINE.
 AP0018'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AP0018'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0020 ***********************************************************************
 AP0020  DESIGNATION -  Z 1087 RESET 1961
 AP0020  PID         -  AP0020
 AP0020  STATE/COUNTY-  TX/MAVERICK
 AP0020  USGS QUAD   -  SACATOSA TANK (1974)
 AP0020
 AP0020                         *CURRENT SURVEY CONTROL
 AP0020  ___________________________________________________________________
 AP0020* NAD 83(1986)-  28 38 15.     (N)    100 08 52.     (W)     SCALED    
 AP0020* NAVD 88     -       214.69   (+/-2cm)     704.4    (feet)  VERTCON   
 AP0020  ___________________________________________________________________
 AP0020  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AP0020
 AP0020  VERT ORDER  -  THIRD (See Below)
 AP0020
 AP0020.The horizontal coordinates were scaled from a topographic map and have
 AP0020.an estimated accuracy of +/- 6 seconds.
 AP0020
 AP0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0020.The vertical order pertains to the NGVD 29 superseded value.
 AP0020
 AP0020.The geoid height was determined by GEOID03.
 AP0020
 AP0020;                    North         East    Units  Estimated Accuracy
 AP0020;SPC TXSC     - 4,089,680.      487,780.      MT  (+/- 180 meters Scaled)
 AP0020
 AP0020                          SUPERSEDED SURVEY CONTROL
 AP0020
 AP0020  NGVD 29 (??/??/??)  214.58   (m)          704.0    (f) RESET       3  
 AP0020
 AP0020.Superseded values are not recommended for survey control.
 AP0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0020.See file dsdata.txt to determine how the superseded data were derived.
 AP0020
 AP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS878683(NAD 83)
 AP0020_MARKER: DB = BENCH MARK DISK
 AP0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0020_STAMPING: Z 1087 RESET 1961
 AP0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0020+STABILITY: SURFACE MOTION
 AP0020
 AP0020  HISTORY     - Date     Condition        Report By
 AP0020  HISTORY     - 1961     MONUMENTED       CGS
 AP0020  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0020
 AP0020                          STATION DESCRIPTION
 AP0020
 AP0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0020'21.3 MI NW FROM CARRIZO SPRINGS.
 AP0020'ABOUT 21.3 MILES NORTHWEST ALONG THE NORTH SIDE OF U.S. HIGHWAY NO.
 AP0020'277 FROM THE RAILROAD CROSSING IN CARRIZO SPRINGS, ALONG AN OPEN FLAT,
 AP0020'UNDER THE NORTH RIGHT-OF-WAY FENCE AND 2 FEET EAST OF A 4 X 4 WITNESS
 AP0020'POST.  A STANDARD DISK STAMPED Z 1087 RESET 1961 IN A CONCRETE POST
 AP0020'WHICH PROJECTS ABOUT 4 INCHES.
 AP0020
 AP0020                          STATION RECOVERY (1982)
 AP0020
 AP0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0020'NOT RECOVERED, NOT IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0358 ***********************************************************************
 AO0358  DESIGNATION -  Z 1088
 AO0358  PID         -  AO0358
 AO0358  STATE/COUNTY-  TX/WEBB
 AO0358  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0358
 AO0358                         *CURRENT SURVEY CONTROL
 AO0358  ___________________________________________________________________
 AO0358* NAD 83(1986)-  28 11 41.     (N)    099 36 51.     (W)     SCALED    
 AO0358* NAVD 88     -       198.799  (meters)     652.23   (feet)  ADJUSTED  
 AO0358  ___________________________________________________________________
 AO0358  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AO0358  DYNAMIC HT  -         198.495 (meters)     651.23  (feet)  COMP
 AO0358  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 AO0358
 AO0358  VERT ORDER  -  FIRST     CLASS II
 AO0358
 AO0358.The horizontal coordinates were scaled from a topographic map and have
 AO0358.an estimated accuracy of +/- 6 seconds.
 AO0358
 AO0358.The orthometric height was determined by differential leveling
 AO0358.and adjusted by the National Geodetic Survey in June 1991..
 AO0358
 AO0358.The geoid height was determined by GEOID03.
 AO0358
 AO0358.The dynamic height is computed by dividing the NAVD 88
 AO0358.geopotential number by the normal gravity value computed on the
 AO0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0358.degrees latitude (g = 980.6199 gals.).
 AO0358
 AO0358.The modeled gravity was interpolated from observed gravity values.
 AO0358
 AO0358;                    North         East    Units  Estimated Accuracy
 AO0358;SPC TX S     - 5,280,590.      190,600.      MT  (+/- 180 meters Scaled)
 AO0358
 AO0358                          SUPERSEDED SURVEY CONTROL
 AO0358
 AO0358  NGVD 29 (??/??/92)  198.696  (m)          651.89   (f) ADJ UNCH    1 2
 AO0358
 AO0358.Superseded values are not recommended for survey control.
 AO0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0358.See file dsdata.txt to determine how the superseded data were derived.
 AO0358
 AO0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS397189(NAD 83)
 AO0358_MARKER: DB = BENCH MARK DISK
 AO0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0358_STAMPING: Z 1088 1957
 AO0358_MARK LOGO: CGS   
 AO0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0358+STABILITY: SURFACE MOTION
 AO0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0358+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AO0358
 AO0358  HISTORY     - Date     Condition        Report By
 AO0358  HISTORY     - 1957     MONUMENTED       CGS
 AO0358  HISTORY     - 1982     GOOD             NGS
 AO0358  HISTORY     - 20020326 GOOD             USPSQD
 AO0358
 AO0358                          STATION DESCRIPTION
 AO0358
 AO0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0358'10.8 MI SE FROM CATARINA.
 AO0358'10.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0358'CATARINA, 0.4 MILE SOUTHEAST OF THE DIMMIT AND WEBB COUNTY LINE, AT A
 AO0358'CURVE IN THE HIGHWAY, 100 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AO0358'HIGHWAY, 3.7 FEET NORTH OF A FENCE CORNER, 3.4 FEET NORTHEAST OF A
 AO0358'FENCE, AT AN OFFSET IN THE FENCE, 2.8 FEET SOUTHEAST OF A WITNESS
 AO0358'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AO0358'THE GROUND.
 AO0358
 AO0358                          STATION RECOVERY (1982)
 AO0358
 AO0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0358'RECOVERED IN GOOD CONDITION.
 AO0358
 AO0358                          STATION RECOVERY (2002)
 AO0358
 AO0358'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0087 ***********************************************************************
 AP0087  DESIGNATION -  Z 1089
 AP0087  PID         -  AP0087
 AP0087  STATE/COUNTY-  TX/MAVERICK
 AP0087  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0087
 AP0087                         *CURRENT SURVEY CONTROL
 AP0087  ___________________________________________________________________
 AP0087* NAD 83(1986)-  28 44 50.     (N)    100 29 24.     (W)     SCALED    
 AP0087* NAVD 88     -       226.427  (meters)     742.87   (feet)  ADJUSTED  
 AP0087  ___________________________________________________________________
 AP0087  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AP0087  DYNAMIC HT  -         226.089 (meters)     741.76  (feet)  COMP
 AP0087  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 AP0087
 AP0087  VERT ORDER  -  FIRST     CLASS II
 AP0087
 AP0087.The horizontal coordinates were scaled from a topographic map and have
 AP0087.an estimated accuracy of +/- 6 seconds.
 AP0087
 AP0087.The orthometric height was determined by differential leveling
 AP0087.and adjusted by the National Geodetic Survey in June 1991..
 AP0087
 AP0087.The geoid height was determined by GEOID03.
 AP0087
 AP0087.The dynamic height is computed by dividing the NAVD 88
 AP0087.geopotential number by the normal gravity value computed on the
 AP0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0087.degrees latitude (g = 980.6199 gals.).
 AP0087
 AP0087.The modeled gravity was interpolated from observed gravity values.
 AP0087
 AP0087;                    North         East    Units  Estimated Accuracy
 AP0087;SPC TXSC     - 4,102,210.      454,480.      MT  (+/- 180 meters Scaled)
 AP0087
 AP0087                          SUPERSEDED SURVEY CONTROL
 AP0087
 AP0087  NGVD 29 (??/??/92)  226.296  (m)          742.44   (f) ADJ UNCH    1 2
 AP0087
 AP0087.Superseded values are not recommended for survey control.
 AP0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0087.See file dsdata.txt to determine how the superseded data were derived.
 AP0087
 AP0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS545808(NAD 83)
 AP0087_MARKER: DB = BENCH MARK DISK
 AP0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0087_STAMPING: Z 1089 1957
 AP0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0087+STABILITY: SURFACE MOTION
 AP0087
 AP0087  HISTORY     - Date     Condition        Report By
 AP0087  HISTORY     - 1957     MONUMENTED       CGS
 AP0087
 AP0087                          STATION DESCRIPTION
 AP0087
 AP0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0087'2.55 MI N FROM EAGLE PASS.
 AP0087'2.55 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0087'STATION AT EAGLE PASS, AT A PRIVATE ROAD CROSSING, 12 RAILS NORTH OF
 AP0087'THE NORTH END OF TRESTLE 30.62, 47 FEET WEST OF THE WEST RAIL, 63 FEET
 AP0087'SOUTHEAST OF THE CENTER LINE OF A PRIVATE DIRT ROAD, 107 FEET NORTH OF
 AP0087'A TELEPHONE POLE, 3.3 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A
 AP0087'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AP0087'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0131 ***********************************************************************
 CB0131  DESIGNATION -  Z 109
 CB0131  PID         -  CB0131
 CB0131  STATE/COUNTY-  TX/TOM GREEN
 CB0131  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0131
 CB0131                         *CURRENT SURVEY CONTROL
 CB0131  ___________________________________________________________________
 CB0131* NAD 83(1986)-  31 27 45.     (N)    100 26 21.     (W)     SCALED    
 CB0131* NAVD 88     -       563.719  (meters)    1849.47   (feet)  ADJUSTED  
 CB0131  ___________________________________________________________________
 CB0131  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0131  DYNAMIC HT  -         562.949 (meters)    1846.94  (feet)  COMP
 CB0131  MODELED GRAV-     979,256.7   (mgal)                       NAVD 88
 CB0131
 CB0131  VERT ORDER  -  FIRST     CLASS II
 CB0131
 CB0131.The horizontal coordinates were scaled from a topographic map and have
 CB0131.an estimated accuracy of +/- 6 seconds.
 CB0131
 CB0131.The orthometric height was determined by differential leveling
 CB0131.and adjusted by the National Geodetic Survey in June 1991..
 CB0131
 CB0131.The geoid height was determined by GEOID03.
 CB0131
 CB0131.The dynamic height is computed by dividing the NAVD 88
 CB0131.geopotential number by the normal gravity value computed on the
 CB0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0131.degrees latitude (g = 980.6199 gals.).
 CB0131
 CB0131.The modeled gravity was interpolated from observed gravity values.
 CB0131
 CB0131;                    North         East    Units  Estimated Accuracy
 CB0131;SPC TX C     - 3,199,090.      689,940.      MT  (+/- 180 meters Scaled)
 CB0131
 CB0131                          SUPERSEDED SURVEY CONTROL
 CB0131
 CB0131  NGVD 29 (??/??/92)  563.558  (m)         1848.94   (f) ADJ UNCH    1 2
 CB0131
 CB0131.Superseded values are not recommended for survey control.
 CB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0131.See file dsdata.txt to determine how the superseded data were derived.
 CB0131
 CB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV632817(NAD 83)
 CB0131_MARKER: DD = SURVEY DISK
 CB0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0131_SP_SET: STEP
 CB0131_MARK LOGO: CGS   
 CB0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0131+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 CB0131
 CB0131  HISTORY     - Date     Condition        Report By
 CB0131  HISTORY     - UNK      MONUMENTED       CGS
 CB0131  HISTORY     - 1933     GOOD             NGS
 CB0131  HISTORY     - 1935     GOOD             NGS
 CB0131  HISTORY     - 1981     GOOD             NGS
 CB0131  HISTORY     - 20031127 GOOD             USPSQD
 CB0131
 CB0131                          STATION DESCRIPTION
 CB0131
 CB0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0131'IN SAN ANGELO.
 CB0131'SET IN EAST END OF FIRST STEP AT THE SOUTH ENTRANCE TO THE COURT
 CB0131'HOUSE.
 CB0131
 CB0131                          STATION RECOVERY (1935)
 CB0131
 CB0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0131'RECOVERED IN GOOD CONDITION.
 CB0131
 CB0131                          STATION RECOVERY (1981)
 CB0131
 CB0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0131'IN SAN ANGELO, IN TOP OF THE EAST END OF SECOND STONE STEP OF THE
 CB0131'SOUTH ENTRANCE TO THE COUNTY COURTHOUSE AT 100 WEST BEAUREGARD AVENUE.
 CB0131'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
 CB0131
 CB0131                          STATION RECOVERY (2003)
 CB0131
 CB0131'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0078 ***********************************************************************
 AZ0078  DESIGNATION -  Z 1090
 AZ0078  PID         -  AZ0078
 AZ0078  STATE/COUNTY-  TX/KINNEY
 AZ0078  USGS QUAD   -  ODLAW (1974)
 AZ0078
 AZ0078                         *CURRENT SURVEY CONTROL
 AZ0078  ___________________________________________________________________
 AZ0078* NAD 83(1986)-  29 14 02.     (N)    100 12 32.     (W)     SCALED    
 AZ0078* NAVD 88     -       334.949  (meters)    1098.91   (feet)  ADJUSTED  
 AZ0078  ___________________________________________________________________
 AZ0078  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0078  DYNAMIC HT  -         334.462 (meters)    1097.31  (feet)  COMP
 AZ0078  MODELED GRAV-     979,178.5   (mgal)                       NAVD 88
 AZ0078
 AZ0078  VERT ORDER  -  FIRST     CLASS II
 AZ0078
 AZ0078.The horizontal coordinates were scaled from a topographic map and have
 AZ0078.an estimated accuracy of +/- 6 seconds.
 AZ0078
 AZ0078.The orthometric height was determined by differential leveling
 AZ0078.and adjusted by the National Geodetic Survey in June 1991..
 AZ0078
 AZ0078.The geoid height was determined by GEOID03.
 AZ0078
 AZ0078.The dynamic height is computed by dividing the NAVD 88
 AZ0078.geopotential number by the normal gravity value computed on the
 AZ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0078.degrees latitude (g = 980.6199 gals.).
 AZ0078
 AZ0078.The modeled gravity was interpolated from observed gravity values.
 AZ0078
 AZ0078;                    North         East    Units  Estimated Accuracy
 AZ0078;SPC TXSC     - 4,155,830.      482,490.      MT  (+/- 180 meters Scaled)
 AZ0078
 AZ0078                          SUPERSEDED SURVEY CONTROL
 AZ0078
 AZ0078  NGVD 29 (??/??/92)  334.849  (m)         1098.58   (f) ADJ UNCH    1 2
 AZ0078
 AZ0078.Superseded values are not recommended for survey control.
 AZ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0078.See file dsdata.txt to determine how the superseded data were derived.
 AZ0078
 AZ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT825345(NAD 83)
 AZ0078_MARKER: DB = BENCH MARK DISK
 AZ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0078_STAMPING: Z 1090 1957
 AZ0078_MARK LOGO: CGS   
 AZ0078_PROJECTION: FLUSH
 AZ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0078+STABILITY: SURFACE MOTION
 AZ0078
 AZ0078  HISTORY     - Date     Condition        Report By
 AZ0078  HISTORY     - 1957     MONUMENTED       CGS
 AZ0078  HISTORY     - 1982     GOOD             NGS
 AZ0078
 AZ0078                          STATION DESCRIPTION
 AZ0078
 AZ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0078'7.75 MI W FROM CLINE.
 AZ0078'7.75 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0078'STATION AT CLINE, AT A PRIVATE ROAD CROSSING, 23.4 FEET SOUTH OF THE
 AZ0078'4TH POLE WEST OF MILEPOST 327, 58.5 FEET SOUTH OF THE SOUTH RAIL, 33
 AZ0078'FEET WEST OF THE CENTER LINE OF A PRIVATE DIRT ROAD, 2.8 FEET NORTH OF
 AZ0078'A FENCE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AZ0078'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AZ0078
 AZ0078                          STATION RECOVERY (1982)
 AZ0078
 AZ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0078'MARK RECOVERED THIS DATE, NOTE, THE RAILROAD STATION AT CLINE IS GONE,
 AZ0078'24.4 KM (15.1 MI) NORTHEAST ALONG FARM ROAD 1572 FROM THE JUNCTION OF
 AZ0078'STATE ROUTE 131 IN SPOFFORD, ALSO 1.9 KM (1.2 MI) SOUTHWEST OF THE
 AZ0078'JUNCTION OF U.S. HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0076 ***********************************************************************
 AZ0076  DESIGNATION -  Z 1091
 AZ0076  PID         -  AZ0076
 AZ0076  STATE/COUNTY-  TX/KINNEY
 AZ0076  USGS QUAD   -  ODLAW (1974)
 AZ0076
 AZ0076                         *CURRENT SURVEY CONTROL
 AZ0076  ___________________________________________________________________
 AZ0076* NAD 83(1986)-  29 13 37.     (N)    100 14 26.     (W)     SCALED    
 AZ0076* NAVD 88     -       316.295  (meters)    1037.71   (feet)  ADJUSTED  
 AZ0076  ___________________________________________________________________
 AZ0076  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0076  DYNAMIC HT  -         315.834 (meters)    1036.20  (feet)  COMP
 AZ0076  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AZ0076
 AZ0076  VERT ORDER  -  FIRST     CLASS II
 AZ0076
 AZ0076.The horizontal coordinates were scaled from a topographic map and have
 AZ0076.an estimated accuracy of +/- 6 seconds.
 AZ0076
 AZ0076.The orthometric height was determined by differential leveling
 AZ0076.and adjusted by the National Geodetic Survey in June 1991..
 AZ0076
 AZ0076.The geoid height was determined by GEOID03.
 AZ0076
 AZ0076.The dynamic height is computed by dividing the NAVD 88
 AZ0076.geopotential number by the normal gravity value computed on the
 AZ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0076.degrees latitude (g = 980.6199 gals.).
 AZ0076
 AZ0076.The modeled gravity was interpolated from observed gravity values.
 AZ0076
 AZ0076;                    North         East    Units  Estimated Accuracy
 AZ0076;SPC TXSC     - 4,155,090.      479,410.      MT  (+/- 180 meters Scaled)
 AZ0076
 AZ0076                          SUPERSEDED SURVEY CONTROL
 AZ0076
 AZ0076  NGVD 29 (??/??/92)  316.211  (m)         1037.44   (f) ADJ UNCH    1 2
 AZ0076
 AZ0076.Superseded values are not recommended for survey control.
 AZ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0076.See file dsdata.txt to determine how the superseded data were derived.
 AZ0076
 AZ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT794337(NAD 83)
 AZ0076_MARKER: DB = BENCH MARK DISK
 AZ0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0076_SP_SET: CULVERT
 AZ0076_STAMPING: Z 1091 1957
 AZ0076_MARK LOGO: CGS   
 AZ0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0076
 AZ0076  HISTORY     - Date     Condition        Report By
 AZ0076  HISTORY     - 1957     MONUMENTED       CGS
 AZ0076  HISTORY     - 1982     GOOD             NGS
 AZ0076
 AZ0076                          STATION DESCRIPTION
 AZ0076
 AZ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0076'9.65 MI W FROM CLINE.
 AZ0076'9.65 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0076'STATION AT CLINE, 0.15 MILE EAST OF THE STATION SIGN AT PAVO, 107 FEET
 AZ0076'NORTH OF THE NORTH RAIL, 101 FEET NORTH OF THE NORTH SIDE OF TRESTLE
 AZ0076'329.03, 23 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 1572, 10 FEET
 AZ0076'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE
 AZ0076'SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE FARM ROAD.
 AZ0076
 AZ0076                          STATION RECOVERY (1982)
 AZ0076
 AZ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0076'RECOVERED THIS DATE, NOTE, THE RAILROAD STATION AT CLINE IS GONE,
 AZ0076'21.1 KM (13.1 MI) NORTHEAST ALONG FARM ROAD 1572 FROM THE JUNCTION OF
 AZ0076'STATE ROUTE 131 IN SPOFFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0152 ***********************************************************************
 AZ0152  DESIGNATION -  Z 1092
 AZ0152  PID         -  AZ0152
 AZ0152  STATE/COUNTY-  TX/KINNEY
 AZ0152  USGS QUAD   -  STANDART (1979)
 AZ0152
 AZ0152                         *CURRENT SURVEY CONTROL
 AZ0152  ___________________________________________________________________
 AZ0152* NAD 83(1986)-  29 20 09.     (N)    100 36 51.     (W)     SCALED    
 AZ0152* NAVD 88     -       328.369  (meters)    1077.32   (feet)  ADJUSTED  
 AZ0152  ___________________________________________________________________
 AZ0152  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AZ0152  DYNAMIC HT  -         327.886 (meters)    1075.74  (feet)  COMP
 AZ0152  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 AZ0152
 AZ0152  VERT ORDER  -  FIRST     CLASS II
 AZ0152
 AZ0152.The horizontal coordinates were scaled from a topographic map and have
 AZ0152.an estimated accuracy of +/- 6 seconds.
 AZ0152
 AZ0152.The orthometric height was determined by differential leveling
 AZ0152.and adjusted by the National Geodetic Survey in June 1991..
 AZ0152
 AZ0152.The geoid height was determined by GEOID03.
 AZ0152
 AZ0152.The dynamic height is computed by dividing the NAVD 88
 AZ0152.geopotential number by the normal gravity value computed on the
 AZ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0152.degrees latitude (g = 980.6199 gals.).
 AZ0152
 AZ0152.The modeled gravity was interpolated from observed gravity values.
 AZ0152
 AZ0152;                    North         East    Units  Estimated Accuracy
 AZ0152;SPC TXSC     - 4,167,600.      443,260.      MT  (+/- 180 meters Scaled)
 AZ0152
 AZ0152                          SUPERSEDED SURVEY CONTROL
 AZ0152
 AZ0152  NGVD 29 (??/??/92)  328.297  (m)         1077.09   (f) ADJ UNCH    1 2
 AZ0152
 AZ0152.Superseded values are not recommended for survey control.
 AZ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0152.See file dsdata.txt to determine how the superseded data were derived.
 AZ0152
 AZ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT432462(NAD 83)
 AZ0152_MARKER: DB = BENCH MARK DISK
 AZ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0152_STAMPING: Z 1092 1957
 AZ0152_MARK LOGO: CGS   
 AZ0152_PROJECTION: PROJECTING 18 CENTIMETERS
 AZ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0152+STABILITY: SURFACE MOTION
 AZ0152
 AZ0152  HISTORY     - Date     Condition        Report By
 AZ0152  HISTORY     - 1957     MONUMENTED       CGS
 AZ0152  HISTORY     - 1982     GOOD             NGS
 AZ0152  HISTORY     - 19960223 GOOD             USPSQD
 AZ0152
 AZ0152                          STATION DESCRIPTION
 AZ0152
 AZ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0152'17.3 MI NW FROM SPOFFORD.
 AZ0152'ABOUT 17.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0152'FROM THE STATION AT SPOFFORD, 151 FEET NORTHEAST OF THE FIRST POLE
 AZ0152'NORTHWEST OF MILE POST 359, 104 FEET NORTHEAST OF THE NORTHEAST RAIL,
 AZ0152'38 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 2 1/2 FEET
 AZ0152'SOUTHWEST OF A FENCE LINE, 2.2 FEET SOUTHWEST OF A WHITE WOODEN
 AZ0152'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE
 AZ0152'POST WHICH PROJECTS 0.6 FOOT.
 AZ0152
 AZ0152                          STATION RECOVERY (1982)
 AZ0152
 AZ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0152'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0152'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 11.8 KM (7.35 MI) NORTHWEST
 AZ0152'ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0152'RAILROAD TRACKS TO A RAILROAD CROSSING, THENCE 16.8 KM (10.55 MI)
 AZ0152'NORTHWEST ALONG THE GRAVELED ROAD ON THE NORTHEAST SIDE OF THE
 AZ0152'RAILROAD TRACKS, 11.5 METERS (38.0 FT) NORTHEAST OF THE CENTER OF THE
 AZ0152'GRAVELED ROAD, 31.6 METERS (104.0 FT) NORTHEAST OF THE NORTHEAST RAIL
 AZ0152'OF THE SOUTHERN PACIFIC RAILROAD, 56.9 METERS (187.0 FT) NORTH OF THE
 AZ0152'CENTER OF A RAILROAD SIGNAL BOX, AND 0.76 METERS (2.5 FT) SOUTHWEST OF
 AZ0152'A FENCE LINE.
 AZ0152'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 AZ0152'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
 AZ0152
 AZ0152                          STATION RECOVERY (1996)
 AZ0152
 AZ0152'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0056 ***********************************************************************
 AZ0056  DESIGNATION -  Z 1093
 AZ0056  PID         -  AZ0056
 AZ0056  STATE/COUNTY-  TX/KINNEY
 AZ0056  USGS QUAD   -  SPOFFORD (1974)
 AZ0056
 AZ0056                         *CURRENT SURVEY CONTROL
 AZ0056  ___________________________________________________________________
 AZ0056* NAD 83(1986)-  29 10 37.     (N)    100 25 00.     (W)     SCALED    
 AZ0056* NAVD 88     -       306.925  (meters)    1006.97   (feet)  ADJUSTED  
 AZ0056  ___________________________________________________________________
 AZ0056  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0056  DYNAMIC HT  -         306.476 (meters)    1005.50  (feet)  COMP
 AZ0056  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AZ0056
 AZ0056  VERT ORDER  -  FIRST     CLASS II
 AZ0056
 AZ0056.The horizontal coordinates were scaled from a topographic map and have
 AZ0056.an estimated accuracy of +/- 6 seconds.
 AZ0056
 AZ0056.The orthometric height was determined by differential leveling
 AZ0056.and adjusted by the National Geodetic Survey in June 1991..
 AZ0056
 AZ0056.The geoid height was determined by GEOID03.
 AZ0056
 AZ0056.The dynamic height is computed by dividing the NAVD 88
 AZ0056.geopotential number by the normal gravity value computed on the
 AZ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0056.degrees latitude (g = 980.6199 gals.).
 AZ0056
 AZ0056.The modeled gravity was interpolated from observed gravity values.
 AZ0056
 AZ0056;                    North         East    Units  Estimated Accuracy
 AZ0056;SPC TXSC     - 4,149,740.      462,220.      MT  (+/- 180 meters Scaled)
 AZ0056
 AZ0056                          SUPERSEDED SURVEY CONTROL
 AZ0056
 AZ0056  NGVD 29 (??/??/92)  306.752  (m)         1006.40   (f) ADJ UNCH    1 2
 AZ0056
 AZ0056.Superseded values are not recommended for survey control.
 AZ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0056.See file dsdata.txt to determine how the superseded data were derived.
 AZ0056
 AZ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT622284(NAD 83)
 AZ0056_MARKER: DB = BENCH MARK DISK
 AZ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0056_STAMPING: Z 1093 1957
 AZ0056_MARK LOGO: CGS   
 AZ0056_PROJECTION: FLUSH
 AZ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0056+STABILITY: SURFACE MOTION
 AZ0056
 AZ0056  HISTORY     - Date     Condition        Report By
 AZ0056  HISTORY     - 1957     MONUMENTED       CGS
 AZ0056  HISTORY     - 1982     GOOD             NGS
 AZ0056  HISTORY     - 1982     GOOD             NGS
 AZ0056  HISTORY     - 19960109 GOOD             USPSQD
 AZ0056
 AZ0056                          STATION DESCRIPTION
 AZ0056
 AZ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0056'0.3 MI W FROM SPOFFORD.
 AZ0056'ABOUT 0.3 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0056'THE STATION AT SPOFFORD, 0.2 MILE NORTHWEST OF THE CROSSING OF STATE
 AZ0056'HIGHWAY 131, 85 FEET NORTHWEST OF MILE POST 342, 44 FEET SOUTHWEST OF
 AZ0056'THE SOUTHWEST RAIL, 74 FEET NORTHEAST OF THE FENCE LINE, 2 FEET
 AZ0056'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TOP
 AZ0056'OF THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT.
 AZ0056
 AZ0056                          STATION RECOVERY (1982)
 AZ0056
 AZ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0056'RECOVERED IN GOOD CONDITION.
 AZ0056
 AZ0056                          STATION RECOVERY (1982)
 AZ0056
 AZ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0056'RECOVERED THIS DATE, NOTE, RAILROAD IS GONE, 0.32 KM (0.2 MI) WEST
 AZ0056'ALONG A GRAVEL ROAD FROM JUNCTION OF THE SOUTHERN PACIFIC RAILROAD AND
 AZ0056'STATE ROUTE 131 IN SPOFFORD, 12.8 METERS (42.0 FT) NORTHEAST OF A
 AZ0056'GRAVEL ROAD.
 AZ0056'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AZ0056
 AZ0056                          STATION RECOVERY (1996)
 AZ0056
 AZ0056'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1261 ***********************************************************************
 AY1261  DESIGNATION -  Z 1094
 AY1261  PID         -  AY1261
 AY1261  STATE/COUNTY-  TX/MEDINA
 AY1261  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1261
 AY1261                         *CURRENT SURVEY CONTROL
 AY1261  ___________________________________________________________________
 AY1261* NAD 83(1986)-  29 21 01.     (N)    099 05 01.     (W)     SCALED    
 AY1261* NAVD 88     -       267.193  (meters)     876.62   (feet)  ADJUSTED  
 AY1261  ___________________________________________________________________
 AY1261  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AY1261  DYNAMIC HT  -         266.804 (meters)     875.34  (feet)  COMP
 AY1261  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 AY1261
 AY1261  VERT ORDER  -  FIRST     CLASS II
 AY1261
 AY1261.The horizontal coordinates were scaled from a topographic map and have
 AY1261.an estimated accuracy of +/- 6 seconds.
 AY1261
 AY1261.The orthometric height was determined by differential leveling
 AY1261.and adjusted by the National Geodetic Survey in June 1991..
 AY1261
 AY1261.The geoid height was determined by GEOID03.
 AY1261
 AY1261.The dynamic height is computed by dividing the NAVD 88
 AY1261.geopotential number by the normal gravity value computed on the
 AY1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1261.degrees latitude (g = 980.6199 gals.).
 AY1261
 AY1261.The modeled gravity was interpolated from observed gravity values.
 AY1261
 AY1261;                    North         East    Units  Estimated Accuracy
 AY1261;SPC TXSC     - 4,168,120.      591,880.      MT  (+/- 180 meters Scaled)
 AY1261
 AY1261                          SUPERSEDED SURVEY CONTROL
 AY1261
 AY1261  NGVD 29 (??/??/92)  267.060  (m)          876.18   (f) ADJ UNCH    1 2
 AY1261
 AY1261.Superseded values are not recommended for survey control.
 AY1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1261.See file dsdata.txt to determine how the superseded data were derived.
 AY1261
 AY1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT918467(NAD 83)
 AY1261_MARKER: DB = BENCH MARK DISK
 AY1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1261_STAMPING: Z 1094 1957
 AY1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1261+STABILITY: SURFACE MOTION
 AY1261
 AY1261  HISTORY     - Date     Condition        Report By
 AY1261  HISTORY     - 1957     MONUMENTED       CGS
 AY1261  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1261  HISTORY     - 19950420 MARK NOT FOUND   USPSQD
 AY1261  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY1261
 AY1261                          STATION DESCRIPTION
 AY1261
 AY1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1261'3.5 MI E FROM HONDO.
 AY1261'3.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1261'STATION AT HONDO, 138 FEET SOUTH OF THE 3RD POLE WEST OF MILEPOST 255,
 AY1261'58 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 90, 101 FEET EAST OF
 AY1261'TELEPHONE POLE 50, 2 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A WITNESS
 AY1261'POST, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 AY1261'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY1261
 AY1261                          STATION RECOVERY (1982)
 AY1261
 AY1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1261'MARK NOT RECOVERED THIS DATE.
 AY1261
 AY1261                          STATION RECOVERY (1995)
 AY1261
 AY1261'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1261'MARK NOT FOUND.
 AY1261
 AY1261                          STATION RECOVERY (1997)
 AY1261
 AY1261'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0547 ***********************************************************************
 BP0547  DESIGNATION -  Z 1095
 BP0547  PID         -  BP0547
 BP0547  STATE/COUNTY-  TX/BREWSTER
 BP0547  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0547
 BP0547                         *CURRENT SURVEY CONTROL
 BP0547  ___________________________________________________________________
 BP0547* NAD 83(1986)-  30 21 54.     (N)    103 38 57.     (W)     SCALED    
 BP0547* NAVD 88     -      1399.318  (meters)    4590.93   (feet)  ADJUSTED  
 BP0547  ___________________________________________________________________
 BP0547  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 BP0547  DYNAMIC HT  -        1397.048 (meters)    4583.48  (feet)  COMP
 BP0547  MODELED GRAV-     978,969.7   (mgal)                       NAVD 88
 BP0547  OBS GRAVITY -     978,969.5   (mgal)                       GRAV_OBS
 BP0547
 BP0547  VERT ORDER  -  FIRST     CLASS I
 BP0547
 BP0547.The horizontal coordinates were scaled from a topographic map and have
 BP0547.an estimated accuracy of +/- 6 seconds.
 BP0547
 BP0547.The orthometric height was determined by differential leveling
 BP0547.and adjusted by the National Geodetic Survey in June 1991..
 BP0547
 BP0547.The geoid height was determined by GEOID03.
 BP0547
 BP0547.The dynamic height is computed by dividing the NAVD 88
 BP0547.geopotential number by the normal gravity value computed on the
 BP0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0547.degrees latitude (g = 980.6199 gals.).
 BP0547
 BP0547.The modeled gravity was interpolated from observed gravity values.
 BP0547.The observed gravity was obtained from relative gravimeter ties
 BP0547.to the IGSN71 gravity network.
 BP0547
 BP0547;                    North         East    Units  Estimated Accuracy
 BP0547;SPC TXSC     - 4,289,470.      153,180.      MT  (+/- 180 meters Scaled)
 BP0547
 BP0547                          SUPERSEDED SURVEY CONTROL
 BP0547
 BP0547  NGVD 29 (??/??/92) 1398.860  (m)         4589.43   (f) ADJ UNCH    1 1
 BP0547
 BP0547.Superseded values are not recommended for survey control.
 BP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0547.See file dsdata.txt to determine how the superseded data were derived.
 BP0547
 BP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP298600(NAD 83)
 BP0547_MARKER: DB = BENCH MARK DISK
 BP0547_SETTING: 66 = SET IN ROCK OUTCROP
 BP0547_SP_SET: ROCK OUTCROP
 BP0547_STAMPING: Z 1095 1977
 BP0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0547+STABILITY: POSITION/ELEVATION WELL
 BP0547
 BP0547  HISTORY     - Date     Condition        Report By
 BP0547  HISTORY     - 1977     MONUMENTED       NGS
 BP0547  HISTORY     - 1981     GOOD             NGS
 BP0547  HISTORY     - 1989     GOOD             USPSQD
 BP0547  HISTORY     - 19961007 GOOD             USPSQD
 BP0547
 BP0547                          STATION DESCRIPTION
 BP0547
 BP0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0547'1.1 MI NE FROM ALPINE.
 BP0547'0.8 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 BP0547'ORLEANS RAILROAD STATION AT ALPINE, THENCE 0.3 MILES NORTH ALONG
 BP0547'AN ASPHALT ROAD CIRCLING THE EAST SIDE OF THE SUL ROSS STATE
 BP0547'UNIVERSITY CAMPUS, IN THE TOP OF A LOW LEDGE AND THE SOUTH END OF A
 BP0547'LARGE OUTCROP, 28.4 FT. NORTHEAST OF THE NORTH CORNER OF AN
 BP0547'ASPHALT PARKING LOT WHICH IS BETWEEN THE MARQUIS ANNEX AND
 BP0547'SMITH HALL, 20.9 FT. SOUTHEAST OF THE EAST CORNER OF SMITH HALL,
 BP0547'7.0 FT. NORTHWEST OF THE NORTH CORNER OF A STORAGE BUILDING,
 BP0547'12.5 FT. EAST OF THE EAST EDGE OF A SIDEWALK LEADING FROM THE
 BP0547'PARKING LOT TO THE NORTHEAST ENTRANCE TO SMITH HALL, 4 FT. HIGHER
 BP0547'THAN THE PARKING LOT, AND 1 FT. ABOVE THE GROUND.
 BP0547
 BP0547                          STATION RECOVERY (1981)
 BP0547
 BP0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0547'RECOVERED IN GOOD CONDITION.
 BP0547
 BP0547                          STATION RECOVERY (1989)
 BP0547
 BP0547'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0547'RECOVERED IN GOOD CONDITION.
 BP0547
 BP0547                          STATION RECOVERY (1996)
 BP0547
 BP0547'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0564 ***********************************************************************
 BP0564  DESIGNATION -  Z 1096
 BP0564  PID         -  BP0564
 BP0564  STATE/COUNTY-  TX/JEFF DAVIS
 BP0564  USGS QUAD   -  FORT DAVIS (1972)
 BP0564
 BP0564                         *CURRENT SURVEY CONTROL
 BP0564  ___________________________________________________________________
 BP0564* NAD 83(1986)-  30 35 19.     (N)    103 53 44.     (W)     SCALED    
 BP0564* NAVD 88     -      1495.120  (meters)    4905.24   (feet)  ADJUSTED  
 BP0564  ___________________________________________________________________
 BP0564  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 BP0564  DYNAMIC HT  -        1492.674 (meters)    4897.21  (feet)  COMP
 BP0564  MODELED GRAV-     978,952.0   (mgal)                       NAVD 88
 BP0564
 BP0564  VERT ORDER  -  FIRST     CLASS I
 BP0564
 BP0564.The horizontal coordinates were scaled from a topographic map and have
 BP0564.an estimated accuracy of +/- 6 seconds.
 BP0564
 BP0564.The orthometric height was determined by differential leveling
 BP0564.and adjusted by the National Geodetic Survey in June 1991..
 BP0564
 BP0564.The geoid height was determined by GEOID03.
 BP0564
 BP0564.The dynamic height is computed by dividing the NAVD 88
 BP0564.geopotential number by the normal gravity value computed on the
 BP0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0564.degrees latitude (g = 980.6199 gals.).
 BP0564
 BP0564.The modeled gravity was interpolated from observed gravity values.
 BP0564
 BP0564;                    North         East    Units  Estimated Accuracy
 BP0564;SPC TX C     - 3,107,670.      358,430.      MT  (+/- 180 meters Scaled)
 BP0564
 BP0564                          SUPERSEDED SURVEY CONTROL
 BP0564
 BP0564  NGVD 29 (??/??/92) 1494.572  (m)         4903.44   (f) ADJ UNCH    1 1
 BP0564
 BP0564.Superseded values are not recommended for survey control.
 BP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0564.See file dsdata.txt to determine how the superseded data were derived.
 BP0564
 BP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP058845(NAD 83)
 BP0564_MARKER: DB = BENCH MARK DISK
 BP0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0564_SP_SET: BUILDING FOUNDATION
 BP0564_STAMPING: Z 1096 1977
 BP0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0564
 BP0564  HISTORY     - Date     Condition        Report By
 BP0564  HISTORY     - 1977     MONUMENTED       NGS
 BP0564  HISTORY     - 1988     GOOD             USPSQD
 BP0564  HISTORY     - 1989     GOOD             USPSQD
 BP0564  HISTORY     - 19961007 GOOD             USPSQD
 BP0564  HISTORY     - 20030322 GOOD             USPSQD
 BP0564
 BP0564                          STATION DESCRIPTION
 BP0564
 BP0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0564'IN FORT DAVIS.
 BP0564'SET AT THE COUNTY COURTHOUSE AT FORT DAVIS, ON THE NORTHEAST
 BP0564'END OF THE ABUTMENT SUPPORTING A PILLAR AT THE SOUTHWEST END OF
 BP0564'THE SOUTH ENTRANCE OF THE COURTHOUSE, 195 FT. WEST OF THE CENTER
 BP0564'LINE OF THE HIGHWAY, 98 FT. NORTH OF THE SOUTH ENTRANCE GATE, 24 FT
 BP0564'SOUTHWEST OF THE ENTRANCE TO COURTHOUSE
 BP0564
 BP0564                          STATION RECOVERY (1988)
 BP0564
 BP0564'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0564'RECOVERED IN GOOD CONDITION.
 BP0564
 BP0564                          STATION RECOVERY (1989)
 BP0564
 BP0564'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0564'RECOVERED IN GOOD CONDITION.
 BP0564
 BP0564                          STATION RECOVERY (1996)
 BP0564
 BP0564'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0564'RECOVERED IN GOOD CONDITION.
 BP0564
 BP0564                          STATION RECOVERY (2003)
 BP0564
 BP0564'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0311 ***********************************************************************
 BQ0311  DESIGNATION -  Z 1097
 BQ0311  PID         -  BQ0311
 BQ0311  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0311  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0311
 BQ0311                         *CURRENT SURVEY CONTROL
 BQ0311  ___________________________________________________________________
 BQ0311* NAD 83(1986)-  30 38 33.     (N)    104 01 05.     (W)     SCALED    
 BQ0311* NAVD 88     -      1647.728  (meters)    5405.92   (feet)  ADJUSTED  
 BQ0311  ___________________________________________________________________
 BQ0311  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BQ0311  DYNAMIC HT  -        1644.975 (meters)    5396.89  (feet)  COMP
 BQ0311  MODELED GRAV-     978,911.7   (mgal)                       NAVD 88
 BQ0311  OBS GRAVITY -     978,912.1   (mgal)                       GRAV_OBS
 BQ0311
 BQ0311  VERT ORDER  -  FIRST     CLASS I
 BQ0311
 BQ0311.The horizontal coordinates were scaled from a topographic map and have
 BQ0311.an estimated accuracy of +/- 6 seconds.
 BQ0311
 BQ0311.The orthometric height was determined by differential leveling
 BQ0311.and adjusted by the National Geodetic Survey in June 1991..
 BQ0311
 BQ0311.The geoid height was determined by GEOID03.
 BQ0311
 BQ0311.The dynamic height is computed by dividing the NAVD 88
 BQ0311.geopotential number by the normal gravity value computed on the
 BQ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0311.degrees latitude (g = 980.6199 gals.).
 BQ0311
 BQ0311.The modeled gravity was interpolated from observed gravity values.
 BQ0311.The observed gravity was obtained from relative gravimeter ties
 BQ0311.to the IGSN71 gravity network.
 BQ0311
 BQ0311;                    North         East    Units  Estimated Accuracy
 BQ0311;SPC TX C     - 3,114,030.      346,890.      MT  (+/- 180 meters Scaled)
 BQ0311
 BQ0311                          SUPERSEDED SURVEY CONTROL
 BQ0311
 BQ0311  NGVD 29 (??/??/92) 1647.114  (m)         5403.91   (f) ADJ UNCH    1 1
 BQ0311
 BQ0311.Superseded values are not recommended for survey control.
 BQ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0311.See file dsdata.txt to determine how the superseded data were derived.
 BQ0311
 BQ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP940903(NAD 83)
 BQ0311_MARKER: DB = BENCH MARK DISK
 BQ0311_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0311_SP_SET: ROCK OUTCROP
 BQ0311_STAMPING: Z 1097 1977
 BQ0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0311+STABILITY: POSITION/ELEVATION WELL
 BQ0311
 BQ0311  HISTORY     - Date     Condition        Report By
 BQ0311  HISTORY     - 1977     MONUMENTED       NGS
 BQ0311  HISTORY     - 1988     GOOD             USPSQD
 BQ0311  HISTORY     - 1989     GOOD             USPSQD
 BQ0311  HISTORY     - 19961007 GOOD             USPSQD
 BQ0311  HISTORY     - 20030322 GOOD             USPSQD
 BQ0311
 BQ0311                          STATION DESCRIPTION
 BQ0311
 BQ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0311'11.35 MI NW FROM FORT DAVIS.
 BQ0311'ABOUT 11.35 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0311'COURTHOUSE AT FORT DAVIS, 15 FT. NORTH OF THE WEST END OF A ONE
 BQ0311'PIPE CULVERT, 30 FT. EAST OF A LONE CEDAR TREE ON THE RIGHT-OF-
 BQ0311'WAY FENCE LINE, 42 FT. WEST OF THE CENTER LINE OF HIGHWAY.
 BQ0311
 BQ0311                          STATION RECOVERY (1988)
 BQ0311
 BQ0311'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0311'RECOVERED IN GOOD CONDITION.
 BQ0311
 BQ0311                          STATION RECOVERY (1989)
 BQ0311
 BQ0311'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0311'RECOVERED IN GOOD CONDITION.
 BQ0311
 BQ0311                          STATION RECOVERY (1996)
 BQ0311
 BQ0311'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0311'RECOVERED IN GOOD CONDITION.
 BQ0311
 BQ0311                          STATION RECOVERY (2003)
 BQ0311
 BQ0311'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0219 ***********************************************************************
 CB0219  DESIGNATION -  Z 110 RESET 1970
 CB0219  PID         -  CB0219
 CB0219  STATE/COUNTY-  TX/STERLING
 CB0219  USGS QUAD   -  BROOME (1972)
 CB0219
 CB0219                         *CURRENT SURVEY CONTROL
 CB0219  ___________________________________________________________________
 CB0219* NAD 83(1986)-  31 45 47.     (N)    100 50 21.     (W)     SCALED    
 CB0219* NAVD 88     -       677.11   (meters)    2221.5    (feet)  RESET     
 CB0219  ___________________________________________________________________
 CB0219  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CB0219
 CB0219  VERT ORDER  -  THIRD
 CB0219
 CB0219.The horizontal coordinates were scaled from a topographic map and have
 CB0219.an estimated accuracy of +/- 6 seconds.
 CB0219
 CB0219.The orthometric height was computed from unverified reset data.
 CB0219
 CB0219.The geoid height was determined by GEOID03.
 CB0219
 CB0219;                    North         East    Units  Estimated Accuracy
 CB0219;SPC TX C     - 3,232,510.      652,080.      MT  (+/- 180 meters Scaled)
 CB0219
 CB0219                          SUPERSEDED SURVEY CONTROL
 CB0219
 CB0219.No superseded survey control is available for this station.
 CB0219
 CB0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA258156(NAD 83)
 CB0219_MARKER: DB = BENCH MARK DISK
 CB0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0219_STAMPING: Z 110 RESET 1970
 CB0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0219+STABILITY: SURFACE MOTION
 CB0219
 CB0219  HISTORY     - Date     Condition        Report By
 CB0219  HISTORY     - 1970     MONUMENTED       NGS
 CB0219  HISTORY     - 1971     GOOD             USGS
 CB0219
 CB0219                          STATION DESCRIPTION
 CB0219
 CB0219'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0219'9.8 MI NW FROM WATER VALLEY.
 CB0219'9.8 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM WATER VALLEY, 0.35
 CB0219'MILES NORTHWEST OF BROOME, ABOUT 300 FEET NORTHWEST OF A DRAIN, 266
 CB0219'FEET NORTHEAST OF THE CENTERLINE OF THE EAST LANE OF THE HIGHWAY, IN
 CB0219'THE EAST ROW FENCE.  A STANDARD DISK STAMPED Z 110 RESET 1970 AND SET
 CB0219'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0492 ***********************************************************************
 CC0492  DESIGNATION -  Z 1100
 CC0492  PID         -  CC0492
 CC0492  STATE/COUNTY-  TX/REEVES
 CC0492  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0492
 CC0492                         *CURRENT SURVEY CONTROL
 CC0492  ___________________________________________________________________
 CC0492* NAD 83(1986)-  31 44 32.     (N)    103 45 51.     (W)     SCALED    
 CC0492* NAVD 88     -       827.917  (meters)    2716.26   (feet)  ADJUSTED  
 CC0492  ___________________________________________________________________
 CC0492  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CC0492  DYNAMIC HT  -         826.691 (meters)    2712.24  (feet)  COMP
 CC0492  MODELED GRAV-     979,132.7   (mgal)                       NAVD 88
 CC0492
 CC0492  VERT ORDER  -  FIRST     CLASS II
 CC0492
 CC0492.The horizontal coordinates were scaled from a topographic map and have
 CC0492.an estimated accuracy of +/- 6 seconds.
 CC0492
 CC0492.The orthometric height was determined by differential leveling
 CC0492.and adjusted by the National Geodetic Survey in June 1991..
 CC0492
 CC0492.The geoid height was determined by GEOID03.
 CC0492
 CC0492.The dynamic height is computed by dividing the NAVD 88
 CC0492.geopotential number by the normal gravity value computed on the
 CC0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0492.degrees latitude (g = 980.6199 gals.).
 CC0492
 CC0492.The modeled gravity was interpolated from observed gravity values.
 CC0492
 CC0492;                    North         East    Units  Estimated Accuracy
 CC0492;SPC TX C     - 3,235,110.      374,970.      MT  (+/- 180 meters Scaled)
 CC0492
 CC0492                          SUPERSEDED SURVEY CONTROL
 CC0492
 CC0492  NGVD 29 (??/??/92)  827.483  (m)         2714.83   (f) ADJ UNCH    1 2
 CC0492
 CC0492.Superseded values are not recommended for survey control.
 CC0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0492.See file dsdata.txt to determine how the superseded data were derived.
 CC0492
 CC0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR170125(NAD 83)
 CC0492_MARKER: DB = BENCH MARK DISK
 CC0492_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0492_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0492_STAMPING: Z 1100 1957
 CC0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0492
 CC0492  HISTORY     - Date     Condition        Report By
 CC0492  HISTORY     - 1957     MONUMENTED       CGS
 CC0492
 CC0492                          STATION DESCRIPTION
 CC0492
 CC0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0492'9.2 MI NW FROM ARNO.
 CC0492'ABOUT 9.2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0492'FROM THE SECTION FOREMANS HOUSE AT ARNO, 48 FEET SOUTHWEST OF MILEPOST
 CC0492'242, 76 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTHEAST OF A
 CC0492'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 CC0492'AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0344 ***********************************************************************
 BP0344  DESIGNATION -  Z 1101
 BP0344  PID         -  BP0344
 BP0344  STATE/COUNTY-  TX/PRESIDIO
 BP0344  USGS QUAD   -  PAISANO (1972)
 BP0344
 BP0344                         *CURRENT SURVEY CONTROL
 BP0344  ___________________________________________________________________
 BP0344* NAD 83(1986)-  30 17 17.     (N)    103 48 05.     (W)     SCALED    
 BP0344* NAVD 88     -      1531.165  (meters)    5023.50   (feet)  ADJUSTED  
 BP0344  ___________________________________________________________________
 BP0344  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 BP0344  DYNAMIC HT  -        1528.622 (meters)    5015.15  (feet)  COMP
 BP0344  MODELED GRAV-     978,925.9   (mgal)                       NAVD 88
 BP0344
 BP0344  VERT ORDER  -  FIRST     CLASS II
 BP0344
 BP0344.The horizontal coordinates were scaled from a topographic map and have
 BP0344.an estimated accuracy of +/- 6 seconds.
 BP0344
 BP0344.The orthometric height was determined by differential leveling
 BP0344.and adjusted by the National Geodetic Survey in June 1991..
 BP0344
 BP0344.The geoid height was determined by GEOID03.
 BP0344
 BP0344.The dynamic height is computed by dividing the NAVD 88
 BP0344.geopotential number by the normal gravity value computed on the
 BP0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0344.degrees latitude (g = 980.6199 gals.).
 BP0344
 BP0344.The modeled gravity was interpolated from observed gravity values.
 BP0344
 BP0344;                    North         East    Units  Estimated Accuracy
 BP0344;SPC TXSC     - 4,281,540.      138,210.      MT  (+/- 180 meters Scaled)
 BP0344
 BP0344                          SUPERSEDED SURVEY CONTROL
 BP0344
 BP0344  NGVD 29 (??/??/92) 1530.617  (m)         5021.70   (f) ADJ UNCH    1 2
 BP0344
 BP0344.Superseded values are not recommended for survey control.
 BP0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0344.See file dsdata.txt to determine how the superseded data were derived.
 BP0344
 BP0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP152513(NAD 83)
 BP0344_MARKER: DB = BENCH MARK DISK
 BP0344_SETTING: 66 = SET IN ROCK OUTCROP
 BP0344_SP_SET: ROCK LEDGE
 BP0344_STAMPING: Z 1101 1957
 BP0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0344+STABILITY: POSITION/ELEVATION WELL
 BP0344
 BP0344  HISTORY     - Date     Condition        Report By
 BP0344  HISTORY     - 1957     MONUMENTED       CGS
 BP0344  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0344
 BP0344                          STATION DESCRIPTION
 BP0344
 BP0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0344'10.9 MI SW FROM ALPINE.
 BP0344'ABOUT 10.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0344'FROM THE STATION AT ALPINE, 28 FEET SOUTHEAST OF THE 5TH POLE SOUTH OF
 BP0344'MILEPOST 618, IN THE TOP OF A ROCK LEDGE ON THE WEST SIDE OF A LARGE
 BP0344'ROCK OUTCROP WHICH PROJECTS 2 FEET, 34 1/2 FEET EAST OF THE EAST RAIL,
 BP0344'16 1/2 FEET EAST OF THE EAST RIGHT OF WAY FENCE, AND ABOUT 2 1/2 FEET
 BP0344'BELOW THE LEVEL OF THE TRACK.
 BP0344
 BP0344                          STATION RECOVERY (1966)
 BP0344
 BP0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0276 ***********************************************************************
 BP0276  DESIGNATION -  Z 1102
 BP0276  PID         -  BP0276
 BP0276  STATE/COUNTY-  TX/BREWSTER
 BP0276  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0276
 BP0276                         *CURRENT SURVEY CONTROL
 BP0276  ___________________________________________________________________
 BP0276* NAD 83(1986)-  30 13 59.     (N)    103 21 49.     (W)     SCALED    
 BP0276* NAVD 88     -      1310.546  (meters)    4299.68   (feet)  ADJUSTED  
 BP0276  ___________________________________________________________________
 BP0276  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 BP0276  DYNAMIC HT  -        1308.392 (meters)    4292.62  (feet)  COMP
 BP0276  MODELED GRAV-     978,952.4   (mgal)                       NAVD 88
 BP0276
 BP0276  VERT ORDER  -  FIRST     CLASS II
 BP0276
 BP0276.The horizontal coordinates were scaled from a topographic map and have
 BP0276.an estimated accuracy of +/- 6 seconds.
 BP0276
 BP0276.The orthometric height was determined by differential leveling
 BP0276.and adjusted by the National Geodetic Survey in June 1991..
 BP0276
 BP0276.The geoid height was determined by GEOID03.
 BP0276
 BP0276.The dynamic height is computed by dividing the NAVD 88
 BP0276.geopotential number by the normal gravity value computed on the
 BP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0276.degrees latitude (g = 980.6199 gals.).
 BP0276
 BP0276.The modeled gravity was interpolated from observed gravity values.
 BP0276
 BP0276;                    North         East    Units  Estimated Accuracy
 BP0276;SPC TXSC     - 4,273,800.      180,060.      MT  (+/- 180 meters Scaled)
 BP0276
 BP0276                          SUPERSEDED SURVEY CONTROL
 BP0276
 BP0276  NGVD 29 (??/??/92) 1310.096  (m)         4298.21   (f) ADJ UNCH    1 2
 BP0276
 BP0276.Superseded values are not recommended for survey control.
 BP0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0276.See file dsdata.txt to determine how the superseded data were derived.
 BP0276
 BP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP574457(NAD 83)
 BP0276_MARKER: DB = BENCH MARK DISK
 BP0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0276_STAMPING: Z 1102 1957
 BP0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0276+STABILITY: SURFACE MOTION
 BP0276
 BP0276  HISTORY     - Date     Condition        Report By
 BP0276  HISTORY     - 1957     MONUMENTED       CGS
 BP0276  HISTORY     - 1977     GOOD             USGS
 BP0276  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0276
 BP0276                          STATION DESCRIPTION
 BP0276
 BP0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0276'7.7 MI W FROM MARATHON.
 BP0276'ABOUT 7.7 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0276'STATION AT MARATHON, ABOUT 0.3 MILE EAST OF MILEPOST 584, 29 1/2 FEET
 BP0276'NORTH OF THE NORTH RAIL, 20 1/2 FEET SOUTH OF THE NORTH RIGHT OF WAY
 BP0276'FENCE, DIRECTLY IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET EAST OF
 BP0276'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BP0276'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BP0276
 BP0276                          STATION RECOVERY (1977)
 BP0276
 BP0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BP0276'THE PRIMARY REFERENCE OF THIS BENCH MARK HAS CHANGED TO-- ABOUT 7.7
 BP0276'MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BP0276'MARATHON.
 BP0276
 BP0276                          STATION RECOVERY (1981)
 BP0276
 BP0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0276'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0348 ***********************************************************************
 BP0348  DESIGNATION -  Z 1103
 BP0348  PID         -  BP0348
 BP0348  STATE/COUNTY-  TX/BREWSTER
 BP0348  USGS QUAD   -  PAISANO (1972)
 BP0348
 BP0348                         *CURRENT SURVEY CONTROL
 BP0348  ___________________________________________________________________
 BP0348* NAD 83(1986)-  30 19 21.     (N)    103 46 47.     (W)     SCALED    
 BP0348* NAVD 88     -      1479.080  (meters)    4852.61   (feet)  POSTED    
 BP0348  ___________________________________________________________________
 BP0348  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 BP0348  DYNAMIC HT  -        1476.640 (meters)    4844.61  (feet)  COMP
 BP0348  MODELED GRAV-     978,937.5   (mgal)                       NAVD 88
 BP0348
 BP0348  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0348
 BP0348.The horizontal coordinates were scaled from a topographic map and have
 BP0348.an estimated accuracy of +/- 6 seconds.
 BP0348
 BP0348.The orthometric height was determined by differential leveling
 BP0348.and adjusted by the National Geodetic Survey in 1992..
 BP0348.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0348.rate of 1.1 thru 2.0 mm/km.
 BP0348
 BP0348.The geoid height was determined by GEOID03.
 BP0348
 BP0348.The dynamic height is computed by dividing the NAVD 88
 BP0348.geopotential number by the normal gravity value computed on the
 BP0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0348.degrees latitude (g = 980.6199 gals.).
 BP0348
 BP0348.The modeled gravity was interpolated from observed gravity values.
 BP0348
 BP0348;                    North         East    Units  Estimated Accuracy
 BP0348;SPC TXSC     - 4,285,270.      140,440.      MT  (+/- 180 meters Scaled)
 BP0348
 BP0348                          SUPERSEDED SURVEY CONTROL
 BP0348
 BP0348  NGVD 29 (??/??/92) 1478.554  (m)         4850.89   (f) ADJ UNCH    1 2
 BP0348
 BP0348.Superseded values are not recommended for survey control.
 BP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0348.See file dsdata.txt to determine how the superseded data were derived.
 BP0348
 BP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP173551(NAD 83)
 BP0348_MARKER: DB = BENCH MARK DISK
 BP0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0348_STAMPING: Z 1103 1957
 BP0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0348+STABILITY: SURFACE MOTION
 BP0348
 BP0348  HISTORY     - Date     Condition        Report By
 BP0348  HISTORY     - 1957     MONUMENTED       CGS
 BP0348
 BP0348                          STATION DESCRIPTION
 BP0348
 BP0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0348'7.8 MI SW FROM ALPINE.
 BP0348'ABOUT 7.8 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0348'FROM THE STATION AT ALPINE, 55 FEET SOUTHEAST OF THE 1ST POLE
 BP0348'NORTHEAST OF MILEPOST 615, 101 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 BP0348'RAIL, 73 FEET SOUTHWEST OF A TEE FENCE CORNER, 4 FEET SOUTHEAST OF THE
 BP0348'SOUTHEAST RIGHT OF WAY FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN
 BP0348'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BP0348'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0124 ***********************************************************************
 BQ0124  DESIGNATION -  Z 1104
 BQ0124  PID         -  BQ0124
 BQ0124  STATE/COUNTY-  TX/PRESIDIO
 BQ0124  USGS QUAD   -  MARFA (1983)
 BQ0124
 BQ0124                         *CURRENT SURVEY CONTROL
 BQ0124  ___________________________________________________________________
 BQ0124* NAD 83(1986)-  30 20 32.     (N)    104 01 05.     (W)     SCALED    
 BQ0124* NAVD 88     -      1446.867  (meters)    4746.93   (feet)  ADJUSTED  
 BQ0124  ___________________________________________________________________
 BQ0124  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 BQ0124  DYNAMIC HT  -        1444.454 (meters)    4739.01  (feet)  COMP
 BQ0124  MODELED GRAV-     978,923.4   (mgal)                       NAVD 88
 BQ0124
 BQ0124  VERT ORDER  -  FIRST     CLASS II
 BQ0124
 BQ0124.The horizontal coordinates were scaled from a topographic map and have
 BQ0124.an estimated accuracy of +/- 6 seconds.
 BQ0124
 BQ0124.The orthometric height was determined by differential leveling
 BQ0124.and adjusted by the National Geodetic Survey in June 1991..
 BQ0124
 BQ0124.The geoid height was determined by GEOID03.
 BQ0124
 BQ0124.The dynamic height is computed by dividing the NAVD 88
 BQ0124.geopotential number by the normal gravity value computed on the
 BQ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0124.degrees latitude (g = 980.6199 gals.).
 BQ0124
 BQ0124.The modeled gravity was interpolated from observed gravity values.
 BQ0124
 BQ0124;                    North         East    Units  Estimated Accuracy
 BQ0124;SPC TXSC     - 4,288,420.      117,640.      MT  (+/- 180 meters Scaled)
 BQ0124
 BQ0124                          SUPERSEDED SURVEY CONTROL
 BQ0124
 BQ0124  NGVD 29 (??/??/92) 1446.279  (m)         4745.00   (f) ADJ UNCH    1 2
 BQ0124
 BQ0124.Superseded values are not recommended for survey control.
 BQ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0124.See file dsdata.txt to determine how the superseded data were derived.
 BQ0124
 BQ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP943571(NAD 83)
 BQ0124_MARKER: DB = BENCH MARK DISK
 BQ0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0124_SP_SET: CULVERT
 BQ0124_STAMPING: Z 1104 1957
 BQ0124_MARK LOGO: CGS   
 BQ0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0124
 BQ0124  HISTORY     - Date     Condition        Report By
 BQ0124  HISTORY     - 1954     MONUMENTED       CGS
 BQ0124  HISTORY     - 1981     GOOD             NGS
 BQ0124  HISTORY     - 1990     GOOD             USPSQD
 BQ0124  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0124
 BQ0124                          STATION DESCRIPTION
 BQ0124
 BQ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BQ0124'2.3 MI N FROM MARFA.
 BQ0124'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE TEXAS AND NEW
 BQ0124'ORLEANS RAILROAD STATION AT MARFA, IN THE TOP OF THE SOUTHWEST END OF
 BQ0124'THE NORTHEAST CONCRETE WINGWALL OF A LARGE CONCRETE BRIDGE OVER
 BQ0124'ALAMITO CREEK, 13 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 BQ0124'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BQ0124
 BQ0124                          STATION RECOVERY (1981)
 BQ0124
 BQ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0124'3.9 KM (2.4 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 BQ0124'WITH U.S. HIGHWAY 67 AND 90 IN MARFA, IN TOP OF THE SOUTHWEST END OF
 BQ0124'THE NORTHEAST CONCRETE WINGWALL OF A CONCRETE BRIDGE OVER ALAMITO
 BQ0124'CREEK, AND 4.0 METERS (13.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 BQ0124'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BQ0124
 BQ0124                          STATION RECOVERY (1990)
 BQ0124
 BQ0124'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0124'RECOVERED IN GOOD CONDITION.
 BQ0124
 BQ0124                          STATION RECOVERY (1996)
 BQ0124
 BQ0124'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0066 ***********************************************************************
 BP0066  DESIGNATION -  Z 1106
 BP0066  PID         -  BP0066
 BP0066  STATE/COUNTY-  TX/TERRELL
 BP0066  USGS QUAD   -  MOFETA (1969)
 BP0066
 BP0066                         *CURRENT SURVEY CONTROL
 BP0066  ___________________________________________________________________
 BP0066* NAD 83(1986)-  30 03 11.     (N)    102 12 51.     (W)     SCALED    
 BP0066* NAVD 88     -       705.836  (meters)    2315.73   (feet)  ADJUSTED  
 BP0066  ___________________________________________________________________
 BP0066  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BP0066  DYNAMIC HT  -         704.765 (meters)    2312.22  (feet)  COMP
 BP0066  MODELED GRAV-     979,102.3   (mgal)                       NAVD 88
 BP0066
 BP0066  VERT ORDER  -  FIRST     CLASS II
 BP0066
 BP0066.The horizontal coordinates were scaled from a topographic map and have
 BP0066.an estimated accuracy of +/- 6 seconds.
 BP0066
 BP0066.The orthometric height was determined by differential leveling
 BP0066.and adjusted by the National Geodetic Survey in June 1991..
 BP0066
 BP0066.The geoid height was determined by GEOID03.
 BP0066
 BP0066.The dynamic height is computed by dividing the NAVD 88
 BP0066.geopotential number by the normal gravity value computed on the
 BP0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0066.degrees latitude (g = 980.6199 gals.).
 BP0066
 BP0066.The modeled gravity was interpolated from observed gravity values.
 BP0066
 BP0066;                    North         East    Units  Estimated Accuracy
 BP0066;SPC TXSC     - 4,250,270.      290,100.      MT  (+/- 180 meters Scaled)
 BP0066
 BP0066                          SUPERSEDED SURVEY CONTROL
 BP0066
 BP0066  NGVD 29 (??/??/92)  705.629  (m)         2315.05   (f) ADJ UNCH    1 2
 BP0066
 BP0066.Superseded values are not recommended for survey control.
 BP0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0066.See file dsdata.txt to determine how the superseded data were derived.
 BP0066
 BP0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP685279(NAD 83)
 BP0066_MARKER: DB = BENCH MARK DISK
 BP0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0066_SP_SET: CULVERT
 BP0066_STAMPING: Z 1106 1957
 BP0066_MARK LOGO: CGS   
 BP0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0066
 BP0066  HISTORY     - Date     Condition        Report By
 BP0066  HISTORY     - 1957     MONUMENTED       CGS
 BP0066  HISTORY     - 1958     GOOD             NGS
 BP0066  HISTORY     - 1981     GOOD             NGS
 BP0066
 BP0066                          STATION DESCRIPTION
 BP0066
 BP0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0066'6.1 MI W FROM DRYDEN.
 BP0066'ABOUT 6.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0066'STATION AT DRYDEN, 8 POLES WEST OF MILEPOST 491, IN THE TOP OF THE
 BP0066'WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 4-CHANNEL, U. S. HIGHWAY
 BP0066'90 CULVERT, 169 FEET SOUTH OF THE SOUTH RAIL, ABOUT 0.1 MILE WEST OF
 BP0066'THE NORTH ENTRANCE TO THE DRYDEN AIRPORT, 22 FEET SOUTH OF THE CENTER
 BP0066'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 BP0066
 BP0066                          STATION RECOVERY (1981)
 BP0066
 BP0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0066'9.8 KM (6.1 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0066'DRYDEN, 0.1 KM (0.05 MI) WEST OF A GRAVELED ROAD LEADING SOUTH TO THE
 BP0066'DRYDEN AIRFIELD, IN TOP OF AND 0.6 METER (2.0 FT) EAST OF THE WEST
 BP0066'END OF THE SOUTH HEADWALL OF A 4-CHANNEL CONCRETE CULVERT UNDER THE
 BP0066'HIGHWAY AND 6.7 METERS (22.0 FT) SOUTH OF THE CENTERLINE OF THE
 BP0066'HIGHWAY.
 BP0066'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0322 ***********************************************************************
 AZ0322  DESIGNATION -  Z 1107
 AZ0322  PID         -  AZ0322
 AZ0322  STATE/COUNTY-  TX/TERRELL
 AZ0322  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0322
 AZ0322                         *CURRENT SURVEY CONTROL
 AZ0322  ___________________________________________________________________
 AZ0322* NAD 83(1986)-  29 58 49.     (N)    101 52 40.     (W)     SCALED    
 AZ0322* NAVD 88     -       498.251  (meters)    1634.68   (feet)  ADJUSTED  
 AZ0322  ___________________________________________________________________
 AZ0322  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AZ0322  DYNAMIC HT  -         497.507 (meters)    1632.24  (feet)  COMP
 AZ0322  MODELED GRAV-     979,135.1   (mgal)                       NAVD 88
 AZ0322
 AZ0322  VERT ORDER  -  FIRST     CLASS II
 AZ0322
 AZ0322.The horizontal coordinates were scaled from a topographic map and have
 AZ0322.an estimated accuracy of +/- 6 seconds.
 AZ0322
 AZ0322.The orthometric height was determined by differential leveling
 AZ0322.and adjusted by the National Geodetic Survey in June 1991..
 AZ0322
 AZ0322.The geoid height was determined by GEOID03.
 AZ0322
 AZ0322.The dynamic height is computed by dividing the NAVD 88
 AZ0322.geopotential number by the normal gravity value computed on the
 AZ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0322.degrees latitude (g = 980.6199 gals.).
 AZ0322
 AZ0322.The modeled gravity was interpolated from observed gravity values.
 AZ0322
 AZ0322;                    North         East    Units  Estimated Accuracy
 AZ0322;SPC TXSC     - 4,241,360.      322,330.      MT  (+/- 180 meters Scaled)
 AZ0322
 AZ0322                          SUPERSEDED SURVEY CONTROL
 AZ0322
 AZ0322  NGVD 29 (??/??/92)  498.091  (m)         1634.15   (f) ADJ UNCH    1 2
 AZ0322
 AZ0322.Superseded values are not recommended for survey control.
 AZ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0322.See file dsdata.txt to determine how the superseded data were derived.
 AZ0322
 AZ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU223200(NAD 83)
 AZ0322_MARKER: DB = BENCH MARK DISK
 AZ0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0322_SP_SET: CULVERT
 AZ0322_STAMPING: Z 1107 1957
 AZ0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0322
 AZ0322  HISTORY     - Date     Condition        Report By
 AZ0322  HISTORY     - 1957     MONUMENTED       CGS
 AZ0322  HISTORY     - 1958     GOOD             NGS
 AZ0322
 AZ0322                          STATION DESCRIPTION
 AZ0322
 AZ0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0322'17.15 MI SE FROM DRYDEN.
 AZ0322'ABOUT 17.15 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0322'FROM THE STATION AT DRYDEN, 160 FEET WEST OF AND ACROSS THE TRACK FROM
 AZ0322'MILEPOST 468, IN THE TOP OF A FLAT ROCK OUTCROP, 38 1/2 FEET NORTHWEST
 AZ0322'OF THE NORTHWEST RAIL, AT THE SOUTHWEST END OF A ROCKY CUT, 15 1/2
 AZ0322'FEET NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE, 19 FEET SOUTHWEST
 AZ0322'OF A BRACED TELEPHONE POLE, 26 FEET NORTHEAST OF THE NORTHWEST END OF
 AZ0322'A 24-INCH STEEL CULVERT, AND ABOUT 10 FEET BELOW THE LEVEL OF THE
 AZ0322'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0219 ***********************************************************************
 BQ0219  DESIGNATION -  Z 1108
 BQ0219  PID         -  BQ0219
 BQ0219  STATE/COUNTY-  TX/HUDSPETH
 BQ0219  USGS QUAD   -  BASS CANYON (1972)
 BQ0219
 BQ0219                         *CURRENT SURVEY CONTROL
 BQ0219  ___________________________________________________________________
 BQ0219* NAD 83(1986)-  30 57 48.     (N)    104 57 29.     (W)     SCALED    
 BQ0219* NAVD 88     -      1278.281  (meters)    4193.83   (feet)  ADJUSTED  
 BQ0219  ___________________________________________________________________
 BQ0219  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BQ0219  DYNAMIC HT  -        1276.238 (meters)    4187.12  (feet)  COMP
 BQ0219  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 BQ0219
 BQ0219  VERT ORDER  -  FIRST     CLASS II
 BQ0219
 BQ0219.The horizontal coordinates were scaled from a topographic map and have
 BQ0219.an estimated accuracy of +/- 6 seconds.
 BQ0219
 BQ0219.The orthometric height was determined by differential leveling
 BQ0219.and adjusted by the National Geodetic Survey in June 1991..
 BQ0219
 BQ0219.The geoid height was determined by GEOID03.
 BQ0219
 BQ0219.The dynamic height is computed by dividing the NAVD 88
 BQ0219.geopotential number by the normal gravity value computed on the
 BQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0219.degrees latitude (g = 980.6199 gals.).
 BQ0219
 BQ0219.The modeled gravity was interpolated from observed gravity values.
 BQ0219
 BQ0219;                    North         East    Units  Estimated Accuracy
 BQ0219;SPC TX C     - 3,152,920.      258,330.      MT  (+/- 180 meters Scaled)
 BQ0219
 BQ0219                          SUPERSEDED SURVEY CONTROL
 BQ0219
 BQ0219  NGVD 29 (??/??/92) 1277.733  (m)         4192.03   (f) ADJ UNCH    1 2
 BQ0219
 BQ0219.Superseded values are not recommended for survey control.
 BQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0219.See file dsdata.txt to determine how the superseded data were derived.
 BQ0219
 BQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ040255(NAD 83)
 BQ0219_MARKER: DB = BENCH MARK DISK
 BQ0219_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0219_SP_SET: 20 FEET
 BQ0219_STAMPING: Z 1108 1957
 BQ0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0219
 BQ0219  HISTORY     - Date     Condition        Report By
 BQ0219  HISTORY     - 1957     MONUMENTED       CGS
 BQ0219
 BQ0219                          STATION DESCRIPTION
 BQ0219
 BQ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0219'4.7 MI SE FROM HOT WELLS.
 BQ0219'ABOUT 4.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0219'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 47 1/2 FEET SOUTHWEST OF
 BQ0219'MILEPOST 709, 89 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET
 BQ0219'NORTHEAST OF A FENCE, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 BQ0219'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 BQ0219'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 20 FEET AND
 BQ0219'IS ENCASED IN A  6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0245 ***********************************************************************
 BQ0245  DESIGNATION -  Z 1109
 BQ0245  PID         -  BQ0245
 BQ0245  STATE/COUNTY-  TX/CULBERSON
 BQ0245  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0245
 BQ0245                         *CURRENT SURVEY CONTROL
 BQ0245  ___________________________________________________________________
 BQ0245* NAD 83(1986)-  30 53 03.     (N)    104 46 47.     (W)     SCALED    
 BQ0245* NAVD 88     -      1202.797  (meters)    3946.18   (feet)  ADJUSTED  
 BQ0245  ___________________________________________________________________
 BQ0245  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BQ0245  DYNAMIC HT  -        1200.878 (meters)    3939.88  (feet)  COMP
 BQ0245  MODELED GRAV-     979,004.6   (mgal)                       NAVD 88
 BQ0245
 BQ0245  VERT ORDER  -  FIRST     CLASS II
 BQ0245
 BQ0245.The horizontal coordinates were scaled from a topographic map and have
 BQ0245.an estimated accuracy of +/- 6 seconds.
 BQ0245
 BQ0245.The orthometric height was determined by differential leveling
 BQ0245.and adjusted by the National Geodetic Survey in June 1991..
 BQ0245
 BQ0245.The geoid height was determined by GEOID03.
 BQ0245
 BQ0245.The dynamic height is computed by dividing the NAVD 88
 BQ0245.geopotential number by the normal gravity value computed on the
 BQ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0245.degrees latitude (g = 980.6199 gals.).
 BQ0245
 BQ0245.The modeled gravity was interpolated from observed gravity values.
 BQ0245
 BQ0245;                    North         East    Units  Estimated Accuracy
 BQ0245;SPC TX C     - 3,143,460.      275,000.      MT  (+/- 180 meters Scaled)
 BQ0245
 BQ0245                          SUPERSEDED SURVEY CONTROL
 BQ0245
 BQ0245  NGVD 29 (??/??/92) 1202.269  (m)         3944.44   (f) ADJ UNCH    1 2
 BQ0245
 BQ0245.Superseded values are not recommended for survey control.
 BQ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0245.See file dsdata.txt to determine how the superseded data were derived.
 BQ0245
 BQ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ210167(NAD 83)
 BQ0245_MARKER: DB = BENCH MARK DISK
 BQ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0245_STAMPING: Z 1109 1957
 BQ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0245+STABILITY: SURFACE MOTION
 BQ0245
 BQ0245  HISTORY     - Date     Condition        Report By
 BQ0245  HISTORY     - 1957     MONUMENTED       CGS
 BQ0245
 BQ0245                          STATION DESCRIPTION
 BQ0245
 BQ0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0245'0.5 MI SE FROM LOBO.
 BQ0245'ABOUT 0.5 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0245'THE COUNTY ROAD CROSSING AT LOBO, 3 POLES NORTH-NORTHWEST OF MILEPOST
 BQ0245'695, 94 FEET WEST-SOUTHWEST OF THE NEAR RAIL OF THE MAIN TRACK, 108
 BQ0245'FEET WEST OF THE WEST CORNER OF A WOODEN TRESTLE, 1 1/2 FEET EAST OF A
 BQ0245'FENCE, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 BQ0245'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0245'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0289 ***********************************************************************
 AZ0289  DESIGNATION -  Z 1110
 AZ0289  PID         -  AZ0289
 AZ0289  STATE/COUNTY-  TX/VAL VERDE
 AZ0289  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0289
 AZ0289                         *CURRENT SURVEY CONTROL
 AZ0289  ___________________________________________________________________
 AZ0289* NAD 83(1986)-  29 26 05.     (N)    101 02 41.     (W)     SCALED    
 AZ0289* NAVD 88     -       288.549  (meters)     946.68   (feet)  POSTED    
 AZ0289  ___________________________________________________________________
 AZ0289  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AZ0289  DYNAMIC HT  -         288.130 (meters)     945.31  (feet)  COMP
 AZ0289  MODELED GRAV-     979,173.4   (mgal)                       NAVD 88
 AZ0289
 AZ0289  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AZ0289
 AZ0289.The horizontal coordinates were scaled from a topographic map and have
 AZ0289.an estimated accuracy of +/- 6 seconds.
 AZ0289
 AZ0289.The orthometric height was determined by differential leveling
 AZ0289.and adjusted by the National Geodetic Survey in 1992..
 AZ0289.No vertical observational check was made to the station.
 AZ0289.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AZ0289.was located on a no-check spur therefore a value was not computed.
 AZ0289
 AZ0289.The geoid height was determined by GEOID03.
 AZ0289
 AZ0289.The dynamic height is computed by dividing the NAVD 88
 AZ0289.geopotential number by the normal gravity value computed on the
 AZ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0289.degrees latitude (g = 980.6199 gals.).
 AZ0289
 AZ0289.The modeled gravity was interpolated from observed gravity values.
 AZ0289
 AZ0289;                    North         East    Units  Estimated Accuracy
 AZ0289;SPC TXSC     - 4,179,210.      401,640.      MT  (+/- 180 meters Scaled)
 AZ0289
 AZ0289                          SUPERSEDED SURVEY CONTROL
 AZ0289
 AZ0289  NGVD 29 (??/??/92)  288.486  (m)          946.47   (f) ADJ UNCH    1 2
 AZ0289
 AZ0289.Superseded values are not recommended for survey control.
 AZ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0289.See file dsdata.txt to determine how the superseded data were derived.
 AZ0289
 AZ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT016578(NAD 83)
 AZ0289_MARKER: DB = BENCH MARK DISK
 AZ0289_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0289_SP_SET: ROCK
 AZ0289_STAMPING: Z 1110 1957
 AZ0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0289+STABILITY: POSITION/ELEVATION WELL
 AZ0289
 AZ0289  HISTORY     - Date     Condition        Report By
 AZ0289  HISTORY     - 1957     MONUMENTED       CGS
 AZ0289  HISTORY     - 1958     GOOD             NGS
 AZ0289
 AZ0289                          STATION DESCRIPTION
 AZ0289
 AZ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0289'11.35 MI NW FROM DEL RIO.
 AZ0289'ABOUT 11.35 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0289'FROM THE STATION AT DEL RIO, 1 1/2 POLES SOUTHEAST OF MILEPOST 390, IN
 AZ0289'THE TOP OF THE SOUTHWEST SLOP OF A LARGE ROCK AT THE FOOT OF A ROCK
 AZ0289'CLIFF, 170 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET ABOVE THE
 AZ0289'GROUND, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0262 ***********************************************************************
 AZ0262  DESIGNATION -  Z 1111
 AZ0262  PID         -  AZ0262
 AZ0262  STATE/COUNTY-  TX/VAL VERDE
 AZ0262  USGS QUAD   -  COMSTOCK (1972)
 AZ0262
 AZ0262                         *CURRENT SURVEY CONTROL
 AZ0262  ___________________________________________________________________
 AZ0262* NAD 83(1986)-  29 39 19.     (N)    101 09 06.     (W)     SCALED    
 AZ0262* NAVD 88     -       445.298  (meters)    1460.95   (feet)  POSTED    
 AZ0262  ___________________________________________________________________
 AZ0262  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0262  DYNAMIC HT  -         444.650 (meters)    1458.82  (feet)  COMP
 AZ0262  MODELED GRAV-     979,169.7   (mgal)                       NAVD 88
 AZ0262
 AZ0262  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0262
 AZ0262.The horizontal coordinates were scaled from a topographic map and have
 AZ0262.an estimated accuracy of +/- 6 seconds.
 AZ0262
 AZ0262.The orthometric height was determined by differential leveling
 AZ0262.and adjusted by the National Geodetic Survey in 1992..
 AZ0262.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0262.rate of 0.0 thru 1.0 mm/km.
 AZ0262
 AZ0262.The geoid height was determined by GEOID03.
 AZ0262
 AZ0262.The dynamic height is computed by dividing the NAVD 88
 AZ0262.geopotential number by the normal gravity value computed on the
 AZ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0262.degrees latitude (g = 980.6199 gals.).
 AZ0262
 AZ0262.The modeled gravity was interpolated from observed gravity values.
 AZ0262
 AZ0262;                    North         East    Units  Estimated Accuracy
 AZ0262;SPC TXSC     - 4,203,840.      391,720.      MT  (+/- 180 meters Scaled)
 AZ0262
 AZ0262                          SUPERSEDED SURVEY CONTROL
 AZ0262
 AZ0262  NGVD 29 (??/??/92)  445.196  (m)         1460.61   (f) ADJ UNCH    1 2
 AZ0262
 AZ0262.Superseded values are not recommended for survey control.
 AZ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0262.See file dsdata.txt to determine how the superseded data were derived.
 AZ0262
 AZ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT917825(NAD 83)
 AZ0262_MARKER: DB = BENCH MARK DISK
 AZ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0262_STAMPING: Z 1111 1957
 AZ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0262+STABILITY: SURFACE MOTION
 AZ0262
 AZ0262  HISTORY     - Date     Condition        Report By
 AZ0262  HISTORY     - 1957     MONUMENTED       CGS
 AZ0262  HISTORY     - 1958     GOOD             NGS
 AZ0262  HISTORY     - 19980805 GOOD             USPSQD
 AZ0262
 AZ0262                          STATION DESCRIPTION
 AZ0262
 AZ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0262'2.7 MI SE FROM COMSTOCK.
 AZ0262'ABOUT 2.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0262'FROM THE STATION AT COMSTOCK, 53 FEET SOUTHEAST OF THE 3RD POLE
 AZ0262'SOUTHEAST OF MILEPOST 411, 61 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL,
 AZ0262'AT THE SOUTHEAST END OF A CUT, 1 1/2 FEET SOUTH-SOUTHWEST OF THE RIGHT
 AZ0262'OF WAY FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 AZ0262'10 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE
 AZ0262'POST PROJECTING 8 INCHES.
 AZ0262
 AZ0262                          STATION RECOVERY (1998)
 AZ0262
 AZ0262'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0237 ***********************************************************************
 BQ0237  DESIGNATION -  Z 1112 RESET 1958
 BQ0237  PID         -  BQ0237
 BQ0237  STATE/COUNTY-  TX/CULBERSON
 BQ0237  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0237
 BQ0237                         *CURRENT SURVEY CONTROL
 BQ0237  ___________________________________________________________________
 BQ0237* NAD 83(1986)-  30 57 33.     (N)    104 48 55.     (W)     SCALED    
 BQ0237* NAVD 88     -      1194.259  (meters)    3918.16   (feet)  ADJUSTED  
 BQ0237  ___________________________________________________________________
 BQ0237  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0237  DYNAMIC HT  -        1192.371 (meters)    3911.97  (feet)  COMP
 BQ0237  MODELED GRAV-     979,019.4   (mgal)                       NAVD 88
 BQ0237
 BQ0237  VERT ORDER  -  FIRST     CLASS II
 BQ0237
 BQ0237.The horizontal coordinates were scaled from a topographic map and have
 BQ0237.an estimated accuracy of +/- 6 seconds.
 BQ0237
 BQ0237.The orthometric height was determined by differential leveling
 BQ0237.and adjusted by the National Geodetic Survey in June 1991..
 BQ0237
 BQ0237.The geoid height was determined by GEOID03.
 BQ0237
 BQ0237.The dynamic height is computed by dividing the NAVD 88
 BQ0237.geopotential number by the normal gravity value computed on the
 BQ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0237.degrees latitude (g = 980.6199 gals.).
 BQ0237
 BQ0237.The modeled gravity was interpolated from observed gravity values.
 BQ0237
 BQ0237;                    North         East    Units  Estimated Accuracy
 BQ0237;SPC TX C     - 3,151,900.      271,940.      MT  (+/- 180 meters Scaled)
 BQ0237
 BQ0237                          SUPERSEDED SURVEY CONTROL
 BQ0237
 BQ0237.No superseded survey control is available for this station.
 BQ0237
 BQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ176250(NAD 83)
 BQ0237_MARKER: DB = BENCH MARK DISK
 BQ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0237_STAMPING: Z 1112 RESET 1958
 BQ0237_MARK LOGO: CGS   
 BQ0237_PROJECTION: PROJECTING 20 CENTIMETERS
 BQ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0237+STABILITY: SURFACE MOTION
 BQ0237
 BQ0237  HISTORY     - Date     Condition        Report By
 BQ0237  HISTORY     - 1958     MONUMENTED       CGS
 BQ0237  HISTORY     - 1981     GOOD             NGS
 BQ0237
 BQ0237                          STATION DESCRIPTION
 BQ0237
 BQ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0237'5.15 MI NW FROM LOBO.
 BQ0237'ABOUT 3.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0237'FROM THE COUNTY ROAD CROSSING AT LOBO, THENCE 2.05 MILES NORTH ALONG
 BQ0237'U. S. HIGHWAY 90, ABOUT 5.85 MILES SOUTH OF THE JUNCTION OF U. S.
 BQ0237'HIGHWAYS 90 AND 80 AT VAN HORN, 51 FEET EAST-NORTHEAST OF THE CENTER
 BQ0237'LINE OF THE HIGHWAY, 116 FEET NORTH OF THE NORTH CORNER OF A BRIDGE, 1
 BQ0237'1/2 FEET WEST OF A FENCE, 2 FEET NORTHWEST OF A CONCRETE WITNESS POST,
 BQ0237'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 BQ0237'CONCRETE POST PROJECTING 5 INCHES.
 BQ0237
 BQ0237                          STATION RECOVERY (1981)
 BQ0237
 BQ0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0237'8.7 KM (5.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0237'WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 35.4 METERS (116.0 FT) NORTH
 BQ0237'OF THE NORTH CORNER OF A 9-CHANNEL CONCRETE CULVERT, 15.5 METERS (51.0
 BQ0237'FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 METER
 BQ0237'(1.5 FT) WEST OF A FENCE.
 BQ0237'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 BQ0237'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0361 ***********************************************************************
 AZ0361  DESIGNATION -  Z 1113
 AZ0361  PID         -  AZ0361
 AZ0361  STATE/COUNTY-  TX/VAL VERDE
 AZ0361  USGS QUAD   -  LANGTRY (1973)
 AZ0361
 AZ0361                         *CURRENT SURVEY CONTROL
 AZ0361  ___________________________________________________________________
 AZ0361* NAD 83(1986)-  29 51 12.     (N)    101 36 53.     (W)     SCALED    
 AZ0361* NAVD 88     -       460.042  (meters)    1509.32   (feet)  ADJUSTED  
 AZ0361  ___________________________________________________________________
 AZ0361  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AZ0361  DYNAMIC HT  -         459.348 (meters)    1507.04  (feet)  COMP
 AZ0361  MODELED GRAV-     979,120.8   (mgal)                       NAVD 88
 AZ0361
 AZ0361  VERT ORDER  -  FIRST     CLASS II
 AZ0361
 AZ0361.The horizontal coordinates were scaled from a topographic map and have
 AZ0361.an estimated accuracy of +/- 6 seconds.
 AZ0361
 AZ0361.The orthometric height was determined by differential leveling
 AZ0361.and adjusted by the National Geodetic Survey in June 1991..
 AZ0361
 AZ0361.The geoid height was determined by GEOID03.
 AZ0361
 AZ0361.The dynamic height is computed by dividing the NAVD 88
 AZ0361.geopotential number by the normal gravity value computed on the
 AZ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0361.degrees latitude (g = 980.6199 gals.).
 AZ0361
 AZ0361.The modeled gravity was interpolated from observed gravity values.
 AZ0361
 AZ0361;                    North         East    Units  Estimated Accuracy
 AZ0361;SPC TXSC     - 4,226,700.      347,390.      MT  (+/- 180 meters Scaled)
 AZ0361
 AZ0361                          SUPERSEDED SURVEY CONTROL
 AZ0361
 AZ0361  NGVD 29 (??/??/92)  459.902  (m)         1508.86   (f) ADJ UNCH    1 2
 AZ0361
 AZ0361.Superseded values are not recommended for survey control.
 AZ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0361.See file dsdata.txt to determine how the superseded data were derived.
 AZ0361
 AZ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU474054(NAD 83)
 AZ0361_MARKER: DB = BENCH MARK DISK
 AZ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0361_STAMPING: Z 1113 1957
 AZ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0361+STABILITY: SURFACE MOTION
 AZ0361
 AZ0361  HISTORY     - Date     Condition        Report By
 AZ0361  HISTORY     - 1957     MONUMENTED       CGS
 AZ0361  HISTORY     - 1958     GOOD             NGS
 AZ0361
 AZ0361                          STATION DESCRIPTION
 AZ0361
 AZ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0361'3.95 MI NW FROM LANGTRY.
 AZ0361'ABOUT 3.95 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0361'FROM THE STATION AT LANGTRY, 69 FEET SOUTH OF THE 9TH POLE SOUTHEAST
 AZ0361'OF MILEPOST 447, 100 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AT THE
 AZ0361'NORTHWEST END OF A CUT, 2 1/2 FEET SOUTHWEST OF A FENCE, 2 1/2 FEET
 AZ0361'NORTHWEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 AZ0361'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0458 ***********************************************************************
 BP0458  DESIGNATION -  Z 1114
 BP0458  PID         -  BP0458
 BP0458  STATE/COUNTY-  TX/JEFF DAVIS
 BP0458  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0458
 BP0458                         *CURRENT SURVEY CONTROL
 BP0458  ___________________________________________________________________
 BP0458* NAD 83(1986)-  30 38 56.     (N)    103 49 47.     (W)     SCALED    
 BP0458* NAVD 88     -      1422.448  (meters)    4666.81   (feet)  POSTED    
 BP0458  ___________________________________________________________________
 BP0458  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 BP0458  DYNAMIC HT  -        1420.160 (meters)    4659.31  (feet)  COMP
 BP0458  MODELED GRAV-     978,984.0   (mgal)                       NAVD 88
 BP0458
 BP0458  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0458
 BP0458.The horizontal coordinates were scaled from a topographic map and have
 BP0458.an estimated accuracy of +/- 6 seconds.
 BP0458
 BP0458.The orthometric height was determined by differential leveling
 BP0458.and adjusted by the National Geodetic Survey in 1992..
 BP0458.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0458.rate of 1.1 thru 2.0 mm/km.
 BP0458
 BP0458.The geoid height was determined by GEOID03.
 BP0458
 BP0458.The dynamic height is computed by dividing the NAVD 88
 BP0458.geopotential number by the normal gravity value computed on the
 BP0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0458.degrees latitude (g = 980.6199 gals.).
 BP0458
 BP0458.The modeled gravity was interpolated from observed gravity values.
 BP0458
 BP0458;                    North         East    Units  Estimated Accuracy
 BP0458;SPC TX C     - 3,114,150.      364,950.      MT  (+/- 180 meters Scaled)
 BP0458
 BP0458                          SUPERSEDED SURVEY CONTROL
 BP0458
 BP0458  NGVD 29 (??/??/92) 1421.945  (m)         4665.16   (f) ADJ UNCH    2 0
 BP0458
 BP0458.Superseded values are not recommended for survey control.
 BP0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0458.See file dsdata.txt to determine how the superseded data were derived.
 BP0458
 BP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP121912(NAD 83)
 BP0458_MARKER: DB = BENCH MARK DISK
 BP0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0458_STAMPING: Z 1114 1958
 BP0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0458+STABILITY: SURFACE MOTION
 BP0458
 BP0458  HISTORY     - Date     Condition        Report By
 BP0458  HISTORY     - 1958     MONUMENTED       CGS
 BP0458  HISTORY     - 1988     GOOD             USPSQD
 BP0458  HISTORY     - 1989     GOOD             USPSQD
 BP0458  HISTORY     - 19961011 GOOD             USPSQD
 BP0458  HISTORY     - 20030323 MARK NOT FOUND   USPSQD
 BP0458
 BP0458                          STATION DESCRIPTION
 BP0458
 BP0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0458'6.1 MI NE FROM FORT DAVIS.
 BP0458'ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0458'COURTHOUSE AT FORT DAVIS, 70 1/2 FEET NORTH OF THE CENTER LINE OF THE
 BP0458'HIGHWAY, AT THE EAST END OF A CURVE IN THE HIGHWAY, 158 FEET
 BP0458'WEST-NORTHWEST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 BP0458'CULVERT, 19 1/2 FEET NORTH OF A FENCE, 2 FEET WEST OF A TEE-FENCE, 1
 BP0458'1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A
 BP0458'CONCRETE POST PROJECTING 4 INCHES, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 BP0458'THE HIGHWAY.
 BP0458
 BP0458                          STATION RECOVERY (1988)
 BP0458
 BP0458'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0458'RECOVERED IN GOOD CONDITION.
 BP0458
 BP0458                          STATION RECOVERY (1989)
 BP0458
 BP0458'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0458'RECOVERED IN GOOD CONDITION.
 BP0458
 BP0458                          STATION RECOVERY (1996)
 BP0458
 BP0458'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0458'RECOVERED IN GOOD CONDITION.
 BP0458
 BP0458                          STATION RECOVERY (2003)
 BP0458
 BP0458'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0519 ***********************************************************************
 BP0519  DESIGNATION -  Z 1115
 BP0519  PID         -  BP0519
 BP0519  STATE/COUNTY-  TX/REEVES
 BP0519  USGS QUAD   -  TOYAHVALE (1972)
 BP0519
 BP0519                         *CURRENT SURVEY CONTROL
 BP0519  ___________________________________________________________________
 BP0519* NAD 83(1986)-  30 59 30.     (N)    103 46 26.     (W)     SCALED    
 BP0519* NAVD 88     -       993.827  (meters)    3260.58   (feet)  POSTED    
 BP0519  ___________________________________________________________________
 BP0519  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BP0519  DYNAMIC HT  -         992.320 (meters)    3255.64  (feet)  COMP
 BP0519  MODELED GRAV-     979,088.8   (mgal)                       NAVD 88
 BP0519
 BP0519  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BP0519
 BP0519.The horizontal coordinates were scaled from a topographic map and have
 BP0519.an estimated accuracy of +/- 6 seconds.
 BP0519
 BP0519.The orthometric height was determined by differential leveling
 BP0519.and adjusted by the National Geodetic Survey in 1992..
 BP0519.No vertical observational check was made to the station.
 BP0519.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BP0519.was located on a no-check spur therefore a value was not computed.
 BP0519
 BP0519.The geoid height was determined by GEOID03.
 BP0519
 BP0519.The dynamic height is computed by dividing the NAVD 88
 BP0519.geopotential number by the normal gravity value computed on the
 BP0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0519.degrees latitude (g = 980.6199 gals.).
 BP0519
 BP0519.The modeled gravity was interpolated from observed gravity values.
 BP0519
 BP0519;                    North         East    Units  Estimated Accuracy
 BP0519;SPC TX C     - 3,151,960.      371,480.      MT  (+/- 180 meters Scaled)
 BP0519
 BP0519                          SUPERSEDED SURVEY CONTROL
 BP0519
 BP0519  NGVD 29 (??/??/92)  993.522  (m)         3259.58   (f) ADJ UNCH    2 0
 BP0519
 BP0519.Superseded values are not recommended for survey control.
 BP0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0519.See file dsdata.txt to determine how the superseded data were derived.
 BP0519
 BP0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ170293(NAD 83)
 BP0519_MARKER: DB = BENCH MARK DISK
 BP0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0519_STAMPING: Z 1115 1958
 BP0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0519+STABILITY: SURFACE MOTION
 BP0519
 BP0519  HISTORY     - Date     Condition        Report By
 BP0519  HISTORY     - 1958     MONUMENTED       CGS
 BP0519  HISTORY     - 1968     GOOD             NGS
 BP0519  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0519
 BP0519                          STATION DESCRIPTION
 BP0519
 BP0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BP0519'2.3 MI NW FROM BALMORHEA.
 BP0519'1.0 MILE NORTH ALONG FARM ROAD 2954 FROM THE POST OFFICE IN BALMORHEA
 BP0519'TO A SIDE ROAD, THENCE WEST CROSSING A CATTLE GUARD FOR 0.8 MILE ALONG
 BP0519'MAIN TRAVELED ROAD TO FORKS, CONTINUE WEST FOR 0.4 MILE TO THE MARK ON
 BP0519'THE SOUTH SIDE OF THE ROAD, 76 FEET SOUTH OF THE CENTER OF THE ROAD,
 BP0519'2.3 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED, 2 FEET EAST
 BP0519'OF A 4X4 INCH SQUARE WOODEN POST, SET IN THE TOP OF A 12 INCH ROUND
 BP0519'CONCRETE POST THAT PROJECTS 6 INCHES.
 BP0519
 BP0519                          STATION RECOVERY (1996)
 BP0519
 BP0519'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0389 ***********************************************************************
 BO0389  DESIGNATION -  Z 1116
 BO0389  PID         -  BO0389
 BO0389  STATE/COUNTY-  TX/TERRELL
 BO0389  USGS QUAD   -  SHEFFIELD SE (1967)
 BO0389
 BO0389                         *CURRENT SURVEY CONTROL
 BO0389  ___________________________________________________________________
 BO0389* NAD 83(1986)-  30 30 23.     (N)    101 52 16.     (W)     SCALED    
 BO0389* NAVD 88     -       653.210  (meters)    2143.07   (feet)  ADJUSTED  
 BO0389  ___________________________________________________________________
 BO0389  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 BO0389  DYNAMIC HT  -         652.250 (meters)    2139.92  (feet)  COMP
 BO0389  MODELED GRAV-     979,150.5   (mgal)                       NAVD 88
 BO0389
 BO0389  VERT ORDER  -  SECOND    CLASS 0
 BO0389
 BO0389.The horizontal coordinates were scaled from a topographic map and have
 BO0389.an estimated accuracy of +/- 6 seconds.
 BO0389
 BO0389.The orthometric height was determined by differential leveling
 BO0389.and adjusted by the National Geodetic Survey in June 1991..
 BO0389
 BO0389.The geoid height was determined by GEOID03.
 BO0389
 BO0389.The dynamic height is computed by dividing the NAVD 88
 BO0389.geopotential number by the normal gravity value computed on the
 BO0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0389.degrees latitude (g = 980.6199 gals.).
 BO0389
 BO0389.The modeled gravity was interpolated from observed gravity values.
 BO0389
 BO0389;                    North         East    Units  Estimated Accuracy
 BO0389;SPC TXSC     - 4,299,650.      324,400.      MT  (+/- 180 meters Scaled)
 BO0389
 BO0389                          SUPERSEDED SURVEY CONTROL
 BO0389
 BO0389  NGVD 29 (??/??/92)  652.990  (m)         2142.35   (f) ADJ UNCH    2 0
 BO0389
 BO0389.Superseded values are not recommended for survey control.
 BO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0389.See file dsdata.txt to determine how the superseded data were derived.
 BO0389
 BO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU244784(NAD 83)
 BO0389_MARKER: DB = BENCH MARK DISK
 BO0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0389_STAMPING: Z 1116 1958
 BO0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0389+STABILITY: SURFACE MOTION
 BO0389
 BO0389  HISTORY     - Date     Condition        Report By
 BO0389  HISTORY     - 1958     MONUMENTED       CGS
 BO0389
 BO0389                          STATION DESCRIPTION
 BO0389
 BO0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0389'18.1 MI S FROM SHEFFIELD.
 BO0389'ABOUT 18.1 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE AT
 BO0389'SHEFFIELD, 105 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BO0389'0.4 MILE SOUTHEAST OF A CATTLE GUARD, ON THE SOUTHEAST SIDE OF A DIP,
 BO0389'98 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 45 FEET
 BO0389'SOUTHWEST OF A CONCRETE HIGHWAY MARKER, 2 FEET NORTHEAST OF A WHITE
 BO0389'WOODEN WITNSS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BO0389'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0301 ***********************************************************************
 CD0301  DESIGNATION -  Z 1117
 CD0301  PID         -  CD0301
 CD0301  STATE/COUNTY-  TX/CULBERSON
 CD0301  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0301
 CD0301                         *CURRENT SURVEY CONTROL
 CD0301  ___________________________________________________________________
 CD0301* NAD 83(1986)-  31 48 19.     (N)    104 50 36.     (W)     SCALED    
 CD0301* NAVD 88     -      1294.945  (meters)    4248.50   (feet)  ADJUSTED  
 CD0301  ___________________________________________________________________
 CD0301  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CD0301  DYNAMIC HT  -        1292.977 (meters)    4242.04  (feet)  COMP
 CD0301  MODELED GRAV-     979,075.0   (mgal)                       NAVD 88
 CD0301
 CD0301  VERT ORDER  -  FIRST     CLASS I
 CD0301
 CD0301.The horizontal coordinates were scaled from a topographic map and have
 CD0301.an estimated accuracy of +/- 6 seconds.
 CD0301
 CD0301.The orthometric height was determined by differential leveling
 CD0301.and adjusted by the National Geodetic Survey in June 1991..
 CD0301
 CD0301.The geoid height was determined by GEOID03.
 CD0301
 CD0301.The dynamic height is computed by dividing the NAVD 88
 CD0301.geopotential number by the normal gravity value computed on the
 CD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0301.degrees latitude (g = 980.6199 gals.).
 CD0301
 CD0301.The modeled gravity was interpolated from observed gravity values.
 CD0301
 CD0301;                    North         East    Units  Estimated Accuracy
 CD0301;SPC TX C     - 3,245,740.      273,060.      MT  (+/- 180 meters Scaled)
 CD0301
 CD0301                          SUPERSEDED SURVEY CONTROL
 CD0301
 CD0301  NGVD 29 (??/??/92) 1294.383  (m)         4246.65   (f) ADJ UNCH    1 1
 CD0301
 CD0301.Superseded values are not recommended for survey control.
 CD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0301.See file dsdata.txt to determine how the superseded data were derived.
 CD0301
 CD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER148188(NAD 83)
 CD0301_MARKER: DB = BENCH MARK DISK
 CD0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0301_STAMPING: Z 1117 1958
 CD0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0301+STABILITY: SURFACE MOTION
 CD0301
 CD0301  HISTORY     - Date     Condition        Report By
 CD0301  HISTORY     - 1958     MONUMENTED       CGS
 CD0301  HISTORY     - 1973     GOOD             USGS
 CD0301  HISTORY     - 1977     GOOD             NGS
 CD0301
 CD0301                          STATION DESCRIPTION
 CD0301
 CD0301'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0301'95.0 MI E FROM EL PASO.
 CD0301'ABOUT 95.0 MI EAST ALONG U.S. HWY 62 AND 180 FROM THE JCT. OF LOOP 16
 CD0301'AT EL PASO.  0.6 MI NE OF THE JCT. WITH STATE HWY 54, 142 FEET NE OF A
 CD0301'FENCE CORNER, 65 FEET NW OF THE CENTERLINE OF THE HWY, 2 FEET SE OF
 CD0301'THE ROW FENCE, 2 FEET SW OF A CONCRETE WITNESS POST, ABOUT 1 FOOT
 CD0301'ABOVE THE LEVEL OF THE HWY, AND IN THE TOP OF A CONCRETE POST PROJ. 6
 CD0301'INCHES.
 CD0301
 CD0301                          STATION RECOVERY (1977)
 CD0301
 CD0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0301'8.65 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0301'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.6 MILE
 CD0301'NORTHEAST ALONG THE HIGHWAY FROM THE JUNCTION OF STATE
 CD0301'HIGHWAY 54, 65 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CD0301'143 FT. NORTHEAST OF THE T-JUNCTION OF TWO FENCE LINES,
 CD0301'2.5 FT. SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0163 ***********************************************************************
 CE0163  DESIGNATION -  Z 1118
 CE0163  PID         -  CE0163
 CE0163  STATE/COUNTY-  TX/EL PASO
 CE0163  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0163
 CE0163                         *CURRENT SURVEY CONTROL
 CE0163  ___________________________________________________________________
 CE0163* NAD 83(1986)-  31 49 23.     (N)    106 08 26.     (W)     SCALED    
 CE0163* NAVD 88     -      1243.624  (meters)    4080.12   (feet)  POSTED    
 CE0163  ___________________________________________________________________
 CE0163  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CE0163  DYNAMIC HT  -        1241.740 (meters)    4073.94  (feet)  COMP
 CE0163  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 CE0163
 CE0163  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CE0163
 CE0163.The horizontal coordinates were scaled from a topographic map and have
 CE0163.an estimated accuracy of +/- 6 seconds.
 CE0163
 CE0163.The orthometric height was determined by differential leveling
 CE0163.and adjusted by the National Geodetic Survey in 1992..
 CE0163.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CE0163.rate of 4.1 thru 8.0 mm/km.
 CE0163
 CE0163.The geoid height was determined by GEOID03.
 CE0163
 CE0163.The dynamic height is computed by dividing the NAVD 88
 CE0163.geopotential number by the normal gravity value computed on the
 CE0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0163.degrees latitude (g = 980.6199 gals.).
 CE0163
 CE0163.The modeled gravity was interpolated from observed gravity values.
 CE0163
 CE0163;                    North         East    Units  Estimated Accuracy
 CE0163;SPC TX C     - 3,253,400.      150,460.      MT  (+/- 180 meters Scaled)
 CE0163
 CE0163                          SUPERSEDED SURVEY CONTROL
 CE0163
 CE0163  NGVD 29 (??/??/92) 1242.987  (m)         4078.03   (f) ADJ UNCH    1 2
 CE0163
 CE0163.Superseded values are not recommended for survey control.
 CE0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0163.See file dsdata.txt to determine how the superseded data were derived.
 CE0163
 CE0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR920213(NAD 83)
 CE0163_MARKER: DB = BENCH MARK DISK
 CE0163_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CE0163_SP_SET: 15 FEET
 CE0163_STAMPING: Z 1118 1958
 CE0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0163
 CE0163  HISTORY     - Date     Condition        Report By
 CE0163  HISTORY     - 1958     MONUMENTED       CGS
 CE0163  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0163
 CE0163                          STATION DESCRIPTION
 CE0163
 CE0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0163'16.75 MI E FROM EL PASO.
 CE0163'ABOUT 16.75 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0163'JUNCTION OF LOOP 16 AT EL PASO, 69 FEET SOUTH OF THE CENTER LINE OF
 CE0163'THE HIGHWAY, 22 FEET SOUTHWEST OF THE CENTER ONE OF 3 SMALL TREES, 6
 CE0163'FEET NORTH OF A FENCE, 3 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 1
 CE0163'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 CE0163'COPPER COATED ROD DRIVEN TO A DEPTH OF 15 FEET AND ENCASED IN A 6 INCH
 CE0163'TILE PROJECTING 8 INCHES.
 CE0163
 CE0163                          STATION RECOVERY (1981)
 CE0163
 CE0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0465 ***********************************************************************
 CD0465  DESIGNATION -  Z 1119
 CD0465  PID         -  CD0465
 CD0465  STATE/COUNTY-  TX/HUDSPETH
 CD0465  USGS QUAD   -  DELL CITY (1984)
 CD0465
 CD0465                         *CURRENT SURVEY CONTROL
 CD0465  ___________________________________________________________________
 CD0465* NAD 83(1986)-  31 55 45.     (N)    105 12 35.     (W)     SCALED    
 CD0465* NAVD 88     -      1133.101  (meters)    3717.52   (feet)  POSTED    
 CD0465  ___________________________________________________________________
 CD0465  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 CD0465  DYNAMIC HT  -        1131.440 (meters)    3712.07  (feet)  COMP
 CD0465  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 CD0465
 CD0465  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CD0465
 CD0465.The horizontal coordinates were scaled from a topographic map and have
 CD0465.an estimated accuracy of +/- 6 seconds.
 CD0465
 CD0465.The orthometric height was determined by differential leveling
 CD0465.and adjusted by the National Geodetic Survey in 1992..
 CD0465.No vertical observational check was made to the station.
 CD0465.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CD0465.was located on a no-check spur therefore a value was not computed.
 CD0465
 CD0465.The geoid height was determined by GEOID03.
 CD0465
 CD0465.The dynamic height is computed by dividing the NAVD 88
 CD0465.geopotential number by the normal gravity value computed on the
 CD0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0465.degrees latitude (g = 980.6199 gals.).
 CD0465
 CD0465.The modeled gravity was interpolated from observed gravity values.
 CD0465
 CD0465;                    North         East    Units  Estimated Accuracy
 CD0465;SPC TX C     - 3,260,930.      239,000.      MT  (+/- 180 meters Scaled)
 CD0465
 CD0465                          SUPERSEDED SURVEY CONTROL
 CD0465
 CD0465  NGVD 29 (??/??/92) 1132.606  (m)         3715.89   (f) ADJ UNCH    2 0
 CD0465
 CD0465.Superseded values are not recommended for survey control.
 CD0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0465.See file dsdata.txt to determine how the superseded data were derived.
 CD0465
 CD0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR801326(NAD 83)
 CD0465_MARKER: DB = BENCH MARK DISK
 CD0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0465_STAMPING: Z 1119 1958
 CD0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0465+STABILITY: SURFACE MOTION
 CD0465
 CD0465  HISTORY     - Date     Condition        Report By
 CD0465  HISTORY     - 1958     MONUMENTED       CGS
 CD0465  HISTORY     - 1980     MARK NOT FOUND   USGS
 CD0465
 CD0465                          STATION DESCRIPTION
 CD0465
 CD0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0465'1.1 MI SW FROM DELL CITY.
 CD0465'ABOUT 0.6 MILE SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT DELL
 CD0465'CITY, THENCE 0.5 MILE WEST ALONG THE PAULEY AIRPORT RUNWAY, AT THE
 CD0465'WEST END OF THE RUNWAY, 275 FEET NORTH OF THE CENTER LINE OF THE
 CD0465'RUNWAY, 20 FEET WEST OF A POWER POLE, 1 1/2 FEET SOUTHEAST OF THE
 CD0465'LOWER END OF A GUY WIRE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 CD0465'AND IN THE TOP OF A CONCRETE POST.
 CD0465
 CD0465                          STATION RECOVERY (1980)
 CD0465
 CD0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CD0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0486 ***********************************************************************
 DO0486  DESIGNATION -  Z 112
 DO0486  PID         -  DO0486
 DO0486  STATE/COUNTY-  TX/HASKELL
 DO0486  USGS QUAD   -  PINKERTON (1966)
 DO0486
 DO0486                         *CURRENT SURVEY CONTROL
 DO0486  ___________________________________________________________________
 DO0486* NAD 83(1986)-  33 14 55.     (N)    099 51 35.     (W)     SCALED    
 DO0486* NAVD 88     -       499.871  (meters)    1639.99   (feet)  ADJUSTED  
 DO0486  ___________________________________________________________________
 DO0486  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DO0486  DYNAMIC HT  -         499.259 (meters)    1637.99  (feet)  COMP
 DO0486  MODELED GRAV-     979,398.0   (mgal)                       NAVD 88
 DO0486
 DO0486  VERT ORDER  -  FIRST     CLASS II
 DO0486
 DO0486.The horizontal coordinates were scaled from a topographic map and have
 DO0486.an estimated accuracy of +/- 6 seconds.
 DO0486
 DO0486.The orthometric height was determined by differential leveling
 DO0486.and adjusted by the National Geodetic Survey in June 1991..
 DO0486
 DO0486.The geoid height was determined by GEOID03.
 DO0486
 DO0486.The dynamic height is computed by dividing the NAVD 88
 DO0486.geopotential number by the normal gravity value computed on the
 DO0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0486.degrees latitude (g = 980.6199 gals.).
 DO0486
 DO0486.The modeled gravity was interpolated from observed gravity values.
 DO0486
 DO0486;                    North         East    Units  Estimated Accuracy
 DO0486;SPC TXNC     - 2,176,240.      473,310.      MT  (+/- 180 meters Scaled)
 DO0486
 DO0486                          SUPERSEDED SURVEY CONTROL
 DO0486
 DO0486  NGVD 29 (??/??/92)  499.701  (m)         1639.44   (f) ADJ UNCH    1 2
 DO0486
 DO0486.Superseded values are not recommended for survey control.
 DO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0486.See file dsdata.txt to determine how the superseded data were derived.
 DO0486
 DO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB199791(NAD 83)
 DO0486_MARKER: DB = BENCH MARK DISK
 DO0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0486_STAMPING: 1639.436 Z 112 1933
 DO0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0486+STABILITY: SURFACE MOTION
 DO0486
 DO0486  HISTORY     - Date     Condition        Report By
 DO0486  HISTORY     - 1933     MONUMENTED       CGS
 DO0486  HISTORY     - 1958     MARK NOT FOUND   NGS
 DO0486  HISTORY     - 1966     MARK NOT FOUND   USGS
 DO0486
 DO0486                          STATION DESCRIPTION
 DO0486
 DO0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0486'4.8 MI N FROM RULE.
 DO0486'4.8 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM RULE,
 DO0486'HASKELL COUNTY, AT MILEAGE 575.2, NEAR HIGHWAY STATION 560+00, AND 51
 DO0486'FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 DO0486'1639.436 Z 112 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 DO0486'IS POSSIBLE THAT THE MARK IS UNDER DRIFTED SAND.
 DO0486
 DO0486                          STATION RECOVERY (1966)
 DO0486
 DO0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0157 ***********************************************************************
 CV0157  DESIGNATION -  Z 1120
 CV0157  PID         -  CV0157
 CV0157  STATE/COUNTY-  TX/ANDREWS
 CV0157  USGS QUAD   -  NORTH COWDEN NW (1968)
 CV0157
 CV0157                         *CURRENT SURVEY CONTROL
 CV0157  ___________________________________________________________________
 CV0157* NAD 83(1986)-  32 12 08.     (N)    102 42 05.     (W)     SCALED    
 CV0157* NAVD 88     -       983.865  (meters)    3227.90   (feet)  ADJUSTED  
 CV0157  ___________________________________________________________________
 CV0157  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CV0157  DYNAMIC HT  -         982.500 (meters)    3223.42  (feet)  COMP
 CV0157  MODELED GRAV-     979,217.4   (mgal)                       NAVD 88
 CV0157
 CV0157  VERT ORDER  -  SECOND    CLASS 0
 CV0157
 CV0157.The horizontal coordinates were scaled from a topographic map and have
 CV0157.an estimated accuracy of +/- 6 seconds.
 CV0157
 CV0157.The orthometric height was determined by differential leveling
 CV0157.and adjusted by the National Geodetic Survey in June 1991..
 CV0157
 CV0157.The geoid height was determined by GEOID03.
 CV0157
 CV0157.The dynamic height is computed by dividing the NAVD 88
 CV0157.geopotential number by the normal gravity value computed on the
 CV0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0157.degrees latitude (g = 980.6199 gals.).
 CV0157
 CV0157.The modeled gravity was interpolated from observed gravity values.
 CV0157
 CV0157;                    North         East    Units  Estimated Accuracy
 CV0157;SPC TXNC     - 2,067,310.      203,980.      MT  (+/- 180 meters Scaled)
 CV0157
 CV0157                          SUPERSEDED SURVEY CONTROL
 CV0157
 CV0157  NGVD 29 (??/??/92)  983.448  (m)         3226.53   (f) ADJ UNCH    2 0
 CV0157
 CV0157.Superseded values are not recommended for survey control.
 CV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0157.See file dsdata.txt to determine how the superseded data were derived.
 CV0157
 CV0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR166651(NAD 83)
 CV0157_MARKER: DB = BENCH MARK DISK
 CV0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0157_STAMPING: Z 1120 1958
 CV0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0157+STABILITY: SURFACE MOTION
 CV0157
 CV0157  HISTORY     - Date     Condition        Report By
 CV0157  HISTORY     - 1958     MONUMENTED       CGS
 CV0157
 CV0157                          STATION DESCRIPTION
 CV0157
 CV0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0157'12.35 MI SW FROM ANDREWS.
 CV0157'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0157'COURTHOUSE AT ANDREWS, THENCE 12.25 MILES SOUTHWEST ALONG STATE
 CV0157'HIGHWAY 115, 63 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20
 CV0157'FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST, 11
 CV0157'FEET SOUTHWEST OF THE SOUTHWEST END OF A CATTLE GUARD, 2 FEET
 CV0157'SOUTHEAST OF THE SOUTHEAST RIGHT OF WAY FENCE, 2 FEET NORTHEAST OF A
 CV0157'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0157'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0078 ***********************************************************************
 CV0078  DESIGNATION -  Z 1125
 CV0078  PID         -  CV0078
 CV0078  STATE/COUNTY-  TX/ANDREWS
 CV0078  USGS QUAD   -  FIVE WELLS RANCH SE (1971)
 CV0078
 CV0078                         *CURRENT SURVEY CONTROL
 CV0078  ___________________________________________________________________
 CV0078* NAD 83(1986)-  32 19 28.     (N)    102 16 27.     (W)     SCALED    
 CV0078* NAVD 88     -       910.332  (meters)    2986.65   (feet)  POSTED    
 CV0078  ___________________________________________________________________
 CV0078  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CV0078  DYNAMIC HT  -         909.050 (meters)    2982.44  (feet)  COMP
 CV0078  MODELED GRAV-     979,206.2   (mgal)                       NAVD 88
 CV0078
 CV0078  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0078
 CV0078.The horizontal coordinates were scaled from a topographic map and have
 CV0078.an estimated accuracy of +/- 6 seconds.
 CV0078
 CV0078.The orthometric height was determined by differential leveling
 CV0078.and adjusted by the National Geodetic Survey in 1992..
 CV0078.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0078.rate of 3.1 thru 4.0 mm/km.
 CV0078
 CV0078.The geoid height was determined by GEOID03.
 CV0078
 CV0078.The dynamic height is computed by dividing the NAVD 88
 CV0078.geopotential number by the normal gravity value computed on the
 CV0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0078.degrees latitude (g = 980.6199 gals.).
 CV0078
 CV0078.The modeled gravity was interpolated from observed gravity values.
 CV0078
 CV0078;                    North         East    Units  Estimated Accuracy
 CV0078;SPC TXNC     - 2,079,330.      244,720.      MT  (+/- 180 meters Scaled)
 CV0078
 CV0078                          SUPERSEDED SURVEY CONTROL
 CV0078
 CV0078  NGVD 29 (??/??/92)  909.953  (m)         2985.40   (f) ADJ UNCH    2 0
 CV0078
 CV0078.Superseded values are not recommended for survey control.
 CV0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0078.See file dsdata.txt to determine how the superseded data were derived.
 CV0078
 CV0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR566796(NAD 83)
 CV0078_MARKER: DB = BENCH MARK DISK
 CV0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0078_STAMPING: Z 1125 1958
 CV0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0078+STABILITY: SURFACE MOTION
 CV0078
 CV0078  HISTORY     - Date     Condition        Report By
 CV0078  HISTORY     - 1958     MONUMENTED       CGS
 CV0078
 CV0078                          STATION DESCRIPTION
 CV0078
 CV0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0078'15.9 MI E FROM ANDREWS.
 CV0078'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0078'COURTHOUSE AT ANDREWS, THENCE 15.8 MILES EAST ALONG STATE HIGHWAY 176,
 CV0078'58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF THE
 CV0078'SOUTH HIGHWAY RIGHT OF WAY FENCE, 2 FEET WEST OF A WHITE WOODEN
 CV0078'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0078'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0104 ***********************************************************************
 CV0104  DESIGNATION -  Z 1126
 CV0104  PID         -  CV0104
 CV0104  STATE/COUNTY-  TX/MARTIN
 CV0104  USGS QUAD   -  MABEE RANCH (1966)
 CV0104
 CV0104                         *CURRENT SURVEY CONTROL
 CV0104  ___________________________________________________________________
 CV0104* NAD 83(1986)-  32 13 08.     (N)    102 08 16.     (W)     SCALED    
 CV0104* NAVD 88     -       866.607  (meters)    2843.19   (feet)  ADJUSTED  
 CV0104  ___________________________________________________________________
 CV0104  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0104  DYNAMIC HT  -         865.389 (meters)    2839.20  (feet)  COMP
 CV0104  MODELED GRAV-     979,205.4   (mgal)                       NAVD 88
 CV0104
 CV0104  VERT ORDER  -  SECOND    CLASS 0
 CV0104
 CV0104.The horizontal coordinates were scaled from a topographic map and have
 CV0104.an estimated accuracy of +/- 6 seconds.
 CV0104
 CV0104.The orthometric height was determined by differential leveling
 CV0104.and adjusted by the National Geodetic Survey in June 1991..
 CV0104
 CV0104.The geoid height was determined by GEOID03.
 CV0104
 CV0104.The dynamic height is computed by dividing the NAVD 88
 CV0104.geopotential number by the normal gravity value computed on the
 CV0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0104.degrees latitude (g = 980.6199 gals.).
 CV0104
 CV0104.The modeled gravity was interpolated from observed gravity values.
 CV0104
 CV0104;                    North         East    Units  Estimated Accuracy
 CV0104;SPC TXNC     - 2,067,170.      257,150.      MT  (+/- 180 meters Scaled)
 CV0104
 CV0104                          SUPERSEDED SURVEY CONTROL
 CV0104
 CV0104  NGVD 29 (??/??/92)  866.246  (m)         2842.01   (f) ADJ UNCH    2 0
 CV0104
 CV0104.Superseded values are not recommended for survey control.
 CV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0104.See file dsdata.txt to determine how the superseded data were derived.
 CV0104
 CV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR697682(NAD 83)
 CV0104_MARKER: DB = BENCH MARK DISK
 CV0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0104_STAMPING: Z 1126 1958
 CV0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0104+STABILITY: SURFACE MOTION
 CV0104
 CV0104  HISTORY     - Date     Condition        Report By
 CV0104  HISTORY     - 1958     MONUMENTED       CGS
 CV0104  HISTORY     - 20030103 POOR             TXDOT
 CV0104
 CV0104                          STATION DESCRIPTION
 CV0104
 CV0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0104'15.7 MI NW FROM MIDLAND.
 CV0104'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0104'MIDLAND, THENCE 15.6 MILES NORTHWEST ALONG STATE HIGHWAY 349, 57 FEET
 CV0104'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTHEAST OF
 CV0104'THE SOUTHWEST RIGHT OF WAY FENCE, ABOUT MIDWAY ALONG A LONG S CURVE, 2
 CV0104'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CV0104'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 CV0104
 CV0104                          STATION RECOVERY (2003)
 CV0104
 CV0104'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0104'DISK STILL INTACT, CONCRETE POST DISTURBED, LEANING NORTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0030 ***********************************************************************
 CV0030  DESIGNATION -  Z 1127
 CV0030  PID         -  CV0030
 CV0030  STATE/COUNTY-  TX/MARTIN
 CV0030  USGS QUAD   -  PATRICIA (1970)
 CV0030
 CV0030                         *CURRENT SURVEY CONTROL
 CV0030  ___________________________________________________________________
 CV0030* NAD 83(1986)-  32 30 48.     (N)    102 02 35.     (W)     SCALED    
 CV0030* NAVD 88     -       890.821  (meters)    2922.64   (feet)  ADJUSTED  
 CV0030  ___________________________________________________________________
 CV0030  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CV0030  DYNAMIC HT  -         889.608 (meters)    2918.66  (feet)  COMP
 CV0030  MODELED GRAV-     979,246.9   (mgal)                       NAVD 88
 CV0030
 CV0030  VERT ORDER  -  SECOND    CLASS 0
 CV0030
 CV0030.The horizontal coordinates were scaled from a topographic map and have
 CV0030.an estimated accuracy of +/- 6 seconds.
 CV0030
 CV0030.The orthometric height was determined by differential leveling
 CV0030.and adjusted by the National Geodetic Survey in June 1991..
 CV0030
 CV0030.The geoid height was determined by GEOID03.
 CV0030
 CV0030.The dynamic height is computed by dividing the NAVD 88
 CV0030.geopotential number by the normal gravity value computed on the
 CV0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0030.degrees latitude (g = 980.6199 gals.).
 CV0030
 CV0030.The modeled gravity was interpolated from observed gravity values.
 CV0030
 CV0030;                    North         East    Units  Estimated Accuracy
 CV0030;SPC TXNC     - 2,099,500.      267,180.      MT  (+/- 180 meters Scaled)
 CV0030
 CV0030                          SUPERSEDED SURVEY CONTROL
 CV0030
 CV0030  NGVD 29 (??/??/92)  890.486  (m)         2921.54   (f) ADJ UNCH    2 0
 CV0030
 CV0030.Superseded values are not recommended for survey control.
 CV0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0030.See file dsdata.txt to determine how the superseded data were derived.
 CV0030
 CV0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS777011(NAD 83)
 CV0030_MARKER: DB = BENCH MARK DISK
 CV0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0030_STAMPING: Z 1127 1958
 CV0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0030+STABILITY: SURFACE MOTION
 CV0030
 CV0030  HISTORY     - Date     Condition        Report By
 CV0030  HISTORY     - 1958     MONUMENTED       CGS
 CV0030  HISTORY     - 20030106 POOR             TXDOT
 CV0030
 CV0030                          STATION DESCRIPTION
 CV0030
 CV0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0030'16.45 MI SW FROM LAMESA.
 CV0030'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0030'AT LAMESA, THENCE 15.95 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 62
 CV0030'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.9 MILE
 CV0030'SOUTHWEST OF THE MARTIN-DAWSON COUNTY LINE, 25 FEET SOUTHWEST OF THE
 CV0030'CENTER LINE OF A DIRT ROAD, 8 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET
 CV0030'SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 CV0030'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0030'PROJECTING 1 FOOT.
 CV0030
 CV0030                          STATION RECOVERY (2003)
 CV0030
 CV0030'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0030'DISK INTACT, SLIGHTLY DISTURBED, APPROX. 1.5 FEET OF CONCRETE POST
 CV0030'EXPOSED, LEANING EAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0031 ***********************************************************************
 CV0031  DESIGNATION -  Z 1128
 CV0031  PID         -  CV0031
 CV0031  STATE/COUNTY-  TX/DAWSON
 CV0031  USGS QUAD   -  PATRICIA (1970)
 CV0031
 CV0031                         *CURRENT SURVEY CONTROL
 CV0031  ___________________________________________________________________
 CV0031* NAD 83(1986)-  32 31 44.     (N)    102 01 58.     (W)     SCALED    
 CV0031* NAVD 88     -       889.429  (meters)    2918.07   (feet)  ADJUSTED  
 CV0031  ___________________________________________________________________
 CV0031  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CV0031  DYNAMIC HT  -         888.224 (meters)    2914.11  (feet)  COMP
 CV0031  MODELED GRAV-     979,253.8   (mgal)                       NAVD 88
 CV0031
 CV0031  VERT ORDER  -  SECOND    CLASS 0
 CV0031
 CV0031.The horizontal coordinates were scaled from a topographic map and have
 CV0031.an estimated accuracy of +/- 6 seconds.
 CV0031
 CV0031.The orthometric height was determined by differential leveling
 CV0031.and adjusted by the National Geodetic Survey in June 1991..
 CV0031
 CV0031.The geoid height was determined by GEOID03.
 CV0031
 CV0031.The dynamic height is computed by dividing the NAVD 88
 CV0031.geopotential number by the normal gravity value computed on the
 CV0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0031.degrees latitude (g = 980.6199 gals.).
 CV0031
 CV0031.The modeled gravity was interpolated from observed gravity values.
 CV0031
 CV0031;                    North         East    Units  Estimated Accuracy
 CV0031;SPC TXNC     - 2,101,190.      268,200.      MT  (+/- 180 meters Scaled)
 CV0031
 CV0031                          SUPERSEDED SURVEY CONTROL
 CV0031
 CV0031  NGVD 29 (??/??/92)  889.100  (m)         2916.99   (f) ADJ UNCH    2 0
 CV0031
 CV0031.Superseded values are not recommended for survey control.
 CV0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0031.See file dsdata.txt to determine how the superseded data were derived.
 CV0031
 CV0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS787029(NAD 83)
 CV0031_MARKER: DB = BENCH MARK DISK
 CV0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0031_STAMPING: Z 1128 1958
 CV0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0031+STABILITY: SURFACE MOTION
 CV0031
 CV0031  HISTORY     - Date     Condition        Report By
 CV0031  HISTORY     - 1958     MONUMENTED       CGS
 CV0031  HISTORY     - 20030106 MARK NOT FOUND   TXDOT
 CV0031
 CV0031                          STATION DESCRIPTION
 CV0031
 CV0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0031'15.35 MI SW FROM LAMESA.
 CV0031'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CV0031'AT LAMESA, THENCE 14.85 MILES SOUTHWEST ALONG STATE HIGHWAY 349, 60
 CV0031'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 106 FEET NORTHWEST OF THE
 CV0031'CENTER OF A DIRT ROAD CROSSING, 131 FEET NORTH OF THE CENTER LINE OF
 CV0031'THE DIRT ROAD, 230 FEET NORTH OF THE NORTH END OF THE CONCRETE HEAD
 CV0031'WALL OF A PIPE CULVERT, ABOUT 0.2 MILE NORTHEAST OF THE MARTIN-DAWSON
 CV0031'COUNTY LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CV0031'BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0031'PROJECTING 9 INCHES.
 CV0031
 CV0031                          STATION RECOVERY (2003)
 CV0031
 CV0031'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0287 ***********************************************************************
 EM0287  DESIGNATION -  Z 113
 EM0287  PID         -  EM0287
 EM0287  STATE/COUNTY-  TX/WILBARGER
 EM0287  USGS QUAD   -  VERNON (1983)
 EM0287
 EM0287                         *CURRENT SURVEY CONTROL
 EM0287  ___________________________________________________________________
 EM0287* NAD 83(1986)-  34 09 18.     (N)    099 17 01.     (W)     SCALED    
 EM0287* NAVD 88     -       370.683  (meters)    1216.15   (feet)  ADJUSTED  
 EM0287  ___________________________________________________________________
 EM0287  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EM0287  DYNAMIC HT  -         370.266 (meters)    1214.78  (feet)  COMP
 EM0287  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 EM0287
 EM0287  VERT ORDER  -  FIRST     CLASS II
 EM0287
 EM0287.The horizontal coordinates were scaled from a topographic map and have
 EM0287.an estimated accuracy of +/- 6 seconds.
 EM0287
 EM0287.The orthometric height was determined by differential leveling
 EM0287.and adjusted by the National Geodetic Survey in June 1991..
 EM0287
 EM0287.The geoid height was determined by GEOID03.
 EM0287
 EM0287.The dynamic height is computed by dividing the NAVD 88
 EM0287.geopotential number by the normal gravity value computed on the
 EM0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0287.degrees latitude (g = 980.6199 gals.).
 EM0287
 EM0287.The modeled gravity was interpolated from observed gravity values.
 EM0287
 EM0287;                    North         East    Units  Estimated Accuracy
 EM0287;SPC TXNC     - 2,276,220.      527,730.      MT  (+/- 180 meters Scaled)
 EM0287
 EM0287                          SUPERSEDED SURVEY CONTROL
 EM0287
 EM0287  NGVD 29 (??/??/92)  370.546  (m)         1215.70   (f) ADJ UNCH    1 2
 EM0287
 EM0287.Superseded values are not recommended for survey control.
 EM0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0287.See file dsdata.txt to determine how the superseded data were derived.
 EM0287
 EM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC738793(NAD 83)
 EM0287_MARKER: DB = BENCH MARK DISK
 EM0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0287_SP_SET: STEP
 EM0287_STAMPING: 1215.7 Z 113 1933
 EM0287_MARK LOGO: CGS   
 EM0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0287
 EM0287  HISTORY     - Date     Condition        Report By
 EM0287  HISTORY     - 1933     MONUMENTED       CGS
 EM0287  HISTORY     - 1957     GOOD             NGS
 EM0287  HISTORY     - 1984     GOOD             NGS
 EM0287
 EM0287                          STATION DESCRIPTION
 EM0287
 EM0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0287'IN VERNON.
 EM0287'AT VERNON, WILBARGER COUNTY, AT THE EAST SIDE OF THE NORTH ENTRANCE TO
 EM0287'THE POST OFFICE, AND IN THE TOP OF A CONCRETE BLOCK ON THE EAST SIDE
 EM0287'OF THE STEP.  A STANDARD DISK, STAMPED 1215.7 Z 113 1933.
 EM0287
 EM0287                          STATION RECOVERY (1984)
 EM0287
 EM0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0287'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN VERNON, AT
 EM0287'THE INTERSECTION OF TEXAS AND CUMBERLAND STREETS, IN THE SOUTHEAST
 EM0287'CORNER OF THE CONCRETE PORCH AT THE NORTH ENTRANCE TO THE POST OFFICE,
 EM0287'22.0 METERS (72.2 FT) WEST OF THE CENTER OF CUMBERLAND STREET, 20.2
 EM0287'METERS (66.3 FT) SOUTH OF THE CENTER OF TEXAS STREET, 7.6 METERS (24.9
 EM0287'FT) EAST OF THE CENTER OF THE ENTRANCE, 4.6 METERS (15.1 FT) WEST OF
 EM0287'THE SOUTHEAST CORNER OF THE BUILDING, AND 0.3 METERS (1.0 FT) NORTH OF
 EM0287'THE NORTH FACE OF THE BUILDING.
 EM0287'THE MARK IS 1.2 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1098 ***********************************************************************
 FL1098  DESIGNATION -  Z 1131
 FL1098  PID         -  FL1098
 FL1098  STATE/COUNTY-  TX/RANDALL
 FL1098  USGS QUAD   -  AMARILLO EAST (1973)
 FL1098
 FL1098                         *CURRENT SURVEY CONTROL
 FL1098  ___________________________________________________________________
 FL1098* NAD 83(1986)-  35 10 06.     (N)    101 49 40.     (W)     SCALED    
 FL1098* NAVD 88     -      1109.447  (meters)    3639.91   (feet)  ADJUSTED  
 FL1098  ___________________________________________________________________
 FL1098  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL1098  DYNAMIC HT  -        1108.126 (meters)    3635.58  (feet)  COMP
 FL1098  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 FL1098
 FL1098  VERT ORDER  -  FIRST     CLASS II
 FL1098
 FL1098.This mark is at Tradewind (TDW) Airport (TDW)
 FL1098
 FL1098.The horizontal coordinates were scaled from a topographic map and have
 FL1098.an estimated accuracy of +/- 6 seconds.
 FL1098
 FL1098.The orthometric height was determined by differential leveling
 FL1098.and adjusted by the National Geodetic Survey in June 1991..
 FL1098
 FL1098.The geoid height was determined by GEOID03.
 FL1098
 FL1098.The dynamic height is computed by dividing the NAVD 88
 FL1098.geopotential number by the normal gravity value computed on the
 FL1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1098.degrees latitude (g = 980.6199 gals.).
 FL1098
 FL1098.The modeled gravity was interpolated from observed gravity values.
 FL1098
 FL1098;                    North         East    Units  Estimated Accuracy
 FL1098;SPC TX N     - 1,129,660.      170,140.      MT  (+/- 180 meters Scaled)
 FL1098
 FL1098                          SUPERSEDED SURVEY CONTROL
 FL1098
 FL1098  NGVD 29 (??/??/92) 1108.909  (m)         3638.15   (f) ADJ UNCH    1 2
 FL1098
 FL1098.Superseded values are not recommended for survey control.
 FL1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1098.See file dsdata.txt to determine how the superseded data were derived.
 FL1098
 FL1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD424953(NAD 83)
 FL1098_MARKER: DB = BENCH MARK DISK
 FL1098_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FL1098+WITH SETTING: PAVEMENT
 FL1098_STAMPING: Z 1131 1958
 FL1098_MARK LOGO: CGS   
 FL1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1098+STABILITY: SURFACE MOTION
 FL1098
 FL1098  HISTORY     - Date     Condition        Report By
 FL1098  HISTORY     - 1958     MONUMENTED       CGS
 FL1098  HISTORY     - 1984     GOOD             NGS
 FL1098
 FL1098                          STATION DESCRIPTION
 FL1098
 FL1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1098'3.2 MI S FROM AMARILLO.
 FL1098'ABOUT 2.25 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1098'THE STATION AT AMARILLO, THENCE ABOUT 0.35 MILE EAST ALONG AN ASPHALT
 FL1098'ROAD, THENCE ABOUT 0.6 MILE SOUTH ALONG AN ASPHALT ROAD, AT THE
 FL1098'TRADEWIND AIRPORT, IN THE TOP OF THE CONCRETE BASE OF THE NORTHWEST
 FL1098'LEG OF THE BEACON TOWER, 104 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 FL1098'CORNER OF THE MOST SOUTHERLY ONE OF THREE HANGARS, 6 INCHES NORTHWEST
 FL1098'OF THE NEAR LEG OF THE TOWER, AND ABOUT FLUSH WITH THE GROUND.
 FL1098
 FL1098                          STATION RECOVERY (1984)
 FL1098
 FL1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2523 ***********************************************************************
 AW2523  DESIGNATION -  Z 1134
 AW2523  PID         -  AW2523
 AW2523  STATE/COUNTY-  TX/CHAMBERS
 AW2523  USGS QUAD   -  STOWELL (1993)
 AW2523
 AW2523                         *CURRENT SURVEY CONTROL
 AW2523  ___________________________________________________________________
 AW2523* NAD 83(1986)-  29 47 34.     (N)    094 23 00.     (W)     SCALED    
 AW2523* NAVD 88     -         6.90   (+/-2cm)      22.6    (feet)  VERTCON   
 AW2523  ___________________________________________________________________
 AW2523  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW2523
 AW2523  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2523
 AW2523.The horizontal coordinates were scaled from a topographic map and have
 AW2523.an estimated accuracy of +/- 6 seconds.
 AW2523
 AW2523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2523.The vertical order pertains to the NGVD 29 superseded value.
 AW2523
 AW2523.The geoid height was determined by GEOID03.
 AW2523
 AW2523;                    North         East    Units  Estimated Accuracy
 AW2523;SPC TXSC     - 4,225,970.    1,046,210.      MT  (+/- 180 meters Scaled)
 AW2523
 AW2523                          SUPERSEDED SURVEY CONTROL
 AW2523
 AW2523  NGVD 29 (??/??/92)    6.903  (m)           22.65   (f) ADJ UNCH    1 2
 AW2523
 AW2523.Superseded values are not recommended for survey control.
 AW2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2523.See file dsdata.txt to determine how the superseded data were derived.
 AW2523
 AW2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN662966(NAD 83)
 AW2523_MARKER: DB = BENCH MARK DISK
 AW2523_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2523_SP_SET: 48 FT.
 AW2523_STAMPING: Z 1134 1958
 AW2523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2523
 AW2523  HISTORY     - Date     Condition        Report By
 AW2523  HISTORY     - 1958     MONUMENTED       CGS
 AW2523  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2523  HISTORY     - 19890402 MARK NOT FOUND   USPSQD
 AW2523  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2523
 AW2523                          STATION DESCRIPTION
 AW2523
 AW2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2523'0.1 MI N FROM STOWELL.
 AW2523'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2523'STOWELL, AT THE JUNCTION OF STATE HIGHWAY 73T, 191 FEET WEST OF THE
 AW2523'CENTER LINE OF HIGHWAY 124, 33 FEET SOUTH OF THE CENTER LINE OF THE
 AW2523'SOUTH TRAFFIC LANE OF STATE HIGHWAY 73T, 2 FEET EAST OF THE NORTH EAST
 AW2523'CORNER OF A FENCE AROUND THE CITY WATER TOWER, ABOUT LEVEL WITH THE
 AW2523'HIGHWAYS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 AW2523'DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 6-INCH TILE
 AW2523'PROJECTING 6 INCHES.
 AW2523
 AW2523                          STATION RECOVERY (1987)
 AW2523
 AW2523'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAC)
 AW2523'MARK NOT FOUND.
 AW2523
 AW2523                          STATION RECOVERY (1989)
 AW2523
 AW2523'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2523'MARK NOT FOUND.
 AW2523
 AW2523                          STATION RECOVERY (2005)
 AW2523
 AW2523'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1403 ***********************************************************************
 AW1403  DESIGNATION -  Z 1135
 AW1403  PID         -  AW1403
 AW1403  STATE/COUNTY-  TX/CHAMBERS
 AW1403  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW1403
 AW1403                         *CURRENT SURVEY CONTROL
 AW1403  ___________________________________________________________________
 AW1403* NAD 83(1986)-  29 40 31.     (N)    094 23 02.     (W)     SCALED    
 AW1403* NAVD 88     -         2.15   (+/-2cm)       7.1    (feet)  VERTCON   
 AW1403  ___________________________________________________________________
 AW1403  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW1403
 AW1403  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1403
 AW1403.The horizontal coordinates were scaled from a topographic map and have
 AW1403.an estimated accuracy of +/- 6 seconds.
 AW1403
 AW1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1403.The vertical order pertains to the NGVD 29 superseded value.
 AW1403
 AW1403.The geoid height was determined by GEOID03.
 AW1403
 AW1403;                    North         East    Units  Estimated Accuracy
 AW1403;SPC TXSC     - 4,212,950.    1,046,670.      MT  (+/- 180 meters Scaled)
 AW1403
 AW1403                          SUPERSEDED SURVEY CONTROL
 AW1403
 AW1403  NGVD 29 (??/??/92)    2.147  (m)            7.04   (f) ADJ UNCH    1 2
 AW1403
 AW1403.Superseded values are not recommended for survey control.
 AW1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1403.See file dsdata.txt to determine how the superseded data were derived.
 AW1403
 AW1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN660836(NAD 83)
 AW1403_MARKER: DB = BENCH MARK DISK
 AW1403_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1403_SP_SET: 48 FT.
 AW1403_STAMPING: Z 1135 1958
 AW1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1403
 AW1403  HISTORY     - Date     Condition        Report By
 AW1403  HISTORY     - 1958     MONUMENTED       CGS
 AW1403  HISTORY     - 1978     GOOD             NGS
 AW1403  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW1403  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1403  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1403  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW1403
 AW1403                          STATION DESCRIPTION
 AW1403
 AW1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1403'8.7 MI SW FROM STOWELL.
 AW1403'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE AT
 AW1403'STOWELL, THENCE ABOUT 0.5 MILE WEST ALONG FARM ROAD 1985, ABOUT 0.2
 AW1403'MILE NORTH OF A LARGE SHEET METAL BUILDING, 47 FEET NORTH OF THE
 AW1403'CENTER LINE OF THE ROAD, 60 FEET WEST OF A TELEPHONE POLE, 13 FEET
 AW1403'WEST OF THE CENTER LINE OF A WIRE GATE, 2 FEET SOUTH OF A FENCE, 1
 AW1403'FOOT EAST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 AW1403'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 AW1403'DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 6-INCH TILE
 AW1403'PROJECTING 3 INCHES.
 AW1403
 AW1403                          STATION RECOVERY (1978)
 AW1403
 AW1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1403'RECOVERED IN GOOD CONDITION.
 AW1403
 AW1403                          STATION RECOVERY (1996)
 AW1403
 AW1403'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1403'MARK NOT FOUND.
 AW1403
 AW1403                          STATION RECOVERY (2001)
 AW1403
 AW1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1403'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1403
 AW1403                          STATION RECOVERY (2004)
 AW1403
 AW1403'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1403'MARK NOT FOUND.
 AW1403
 AW1403                          STATION RECOVERY (2005)
 AW1403
 AW1403'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1435 ***********************************************************************
 AW1435  DESIGNATION -  Z 1136
 AW1435  PID         -  AW1435
 AW1435  STATE/COUNTY-  TX/CHAMBERS
 AW1435  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW1435
 AW1435                         *CURRENT SURVEY CONTROL
 AW1435  ___________________________________________________________________
 AW1435* NAD 83(1986)-  29 34 11.     (N)    094 42 35.     (W)     SCALED    
 AW1435* NAVD 88     -         3.09   (+/-2cm)      10.1    (feet)  VERTCON   
 AW1435  ___________________________________________________________________
 AW1435  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1435  OBS GRAVITY -     979,277.2   (mgal)                       GRAV_OBS
 AW1435
 AW1435  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1435
 AW1435.The horizontal coordinates were scaled from a topographic map and have
 AW1435.an estimated accuracy of +/- 6 seconds.
 AW1435
 AW1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1435.The vertical order pertains to the NGVD 29 superseded value.
 AW1435
 AW1435.The geoid height was determined by GEOID03.
 AW1435.The observed gravity was obtained from relative gravimeter ties
 AW1435.to the IGSN71 gravity network.
 AW1435
 AW1435;                    North         East    Units  Estimated Accuracy
 AW1435;SPC TXSC     - 4,200,060.    1,015,580.      MT  (+/- 180 meters Scaled)
 AW1435
 AW1435                          SUPERSEDED SURVEY CONTROL
 AW1435
 AW1435  NGVD 29 (??/??/92)    3.086  (m)           10.12   (f) ADJ UNCH    1 2
 AW1435
 AW1435.Superseded values are not recommended for survey control.
 AW1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1435.See file dsdata.txt to determine how the superseded data were derived.
 AW1435
 AW1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN343723(NAD 83)
 AW1435_MARKER: DB = BENCH MARK DISK
 AW1435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1435_SP_SET: TILE
 AW1435_STAMPING: Z 1136 1959
 AW1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1435
 AW1435  HISTORY     - Date     Condition        Report By
 AW1435  HISTORY     - 1959     MONUMENTED       CGS
 AW1435  HISTORY     - 1973     GOOD             NGS
 AW1435  HISTORY     - 1978     GOOD             NGS
 AW1435  HISTORY     - 1990     GOOD             USPSQD
 AW1435  HISTORY     - 19970125 MARK NOT FOUND   USPSQD
 AW1435  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1435  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1435  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW1435
 AW1435                          STATION DESCRIPTION
 AW1435
 AW1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1435'3.95 MI NE FROM SMITH POINT.
 AW1435'ABOUT 3.95 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TU UN
 AW1435'GROCERY STORE AT SMITH POINT, 89 YARDS NORTHEAST OF THE CENTER LINE OF
 AW1435'A SHELL ROAD AND A PIPE CATTLE GUARD, 93 FEET NORTHWEST OF THE CENTER
 AW1435'LINE OF THE FARM ROAD, 44 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE
 AW1435'LINE, MIDWAY BETWEEN TWO ABANDONED CONCRETE FOOTING WHICH ONCE
 AW1435'SUPPORTED A WATER TANK, AND IS A DISK ON THE TOP OF A COPPER COATED
 AW1435'STEEL ROD THAT IS FLUSH WITH THE GROUND AND ENCASED IN A 6 INCH TILE
 AW1435'THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW1435
 AW1435                          STATION RECOVERY (1978)
 AW1435
 AW1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1435'ADD=24 FEET NORTH OF A POWER POLE WITH TWO SWITCH BOXES
 AW1435'ON THE POLE ABOUT 5 FEET ABOVE GROUND.
 AW1435
 AW1435                          STATION RECOVERY (1990)
 AW1435
 AW1435'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1435'RECOVERED IN GOOD CONDITION.
 AW1435
 AW1435                          STATION RECOVERY (1997)
 AW1435
 AW1435'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1435'MARK NOT FOUND.
 AW1435
 AW1435                          STATION RECOVERY (2001)
 AW1435
 AW1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 AW1435
 AW1435                          STATION RECOVERY (2004)
 AW1435
 AW1435'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1435'MARK NOT FOUND.
 AW1435
 AW1435                          STATION RECOVERY (2005)
 AW1435
 AW1435'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1259 ***********************************************************************
 AW1259  DESIGNATION -  Z 1137
 AW1259  PID         -  AW1259
 AW1259  STATE/COUNTY-  TX/HARRIS
 AW1259  USGS QUAD   -  PASADENA (1995)
 AW1259
 AW1259                         *CURRENT SURVEY CONTROL
 AW1259  ___________________________________________________________________
 AW1259* NAD 83(1986)-  29 39 55.     (N)    095 09 46.     (W)     SCALED    
 AW1259* NAVD 88     -        10.472  (meters)      34.36   (feet)  ADJUSTED  
 AW1259  ___________________________________________________________________
 AW1259  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1259  DYNAMIC HT  -          10.457 (meters)      34.31  (feet)  COMP
 AW1259  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 AW1259
 AW1259  VERT ORDER  -  FIRST     CLASS II
 AW1259
 AW1259.The horizontal coordinates were scaled from a topographic map and have
 AW1259.an estimated accuracy of +/- 6 seconds.
 AW1259
 AW1259.The orthometric height was determined by differential leveling
 AW1259.and adjusted by the National Geodetic Survey in June 1991..
 AW1259
 AW1259.The geoid height was determined by GEOID03.
 AW1259
 AW1259.The dynamic height is computed by dividing the NAVD 88
 AW1259.geopotential number by the normal gravity value computed on the
 AW1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1259.degrees latitude (g = 980.6199 gals.).
 AW1259
 AW1259.The modeled gravity was interpolated from observed gravity values.
 AW1259
 AW1259;                    North         East    Units  Estimated Accuracy
 AW1259;SPC TXSC     - 4,209,120.      971,360.      MT  (+/- 180 meters Scaled)
 AW1259
 AW1259                          SUPERSEDED SURVEY CONTROL
 AW1259
 AW1259  NGVD 29 (12/23/87)   10.469  (m)           34.35   (f) ADJUSTED    1 2
 AW1259
 AW1259.Superseded values are not recommended for survey control.
 AW1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1259.See file dsdata.txt to determine how the superseded data were derived.
 AW1259
 AW1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN906836(NAD 83)
 AW1259_MARKER: DB = BENCH MARK DISK
 AW1259_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1259_SP_SET: CURB
 AW1259_STAMPING: Z 1137 1958
 AW1259_MARK LOGO: CGS   
 AW1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1259
 AW1259  HISTORY     - Date     Condition        Report By
 AW1259  HISTORY     - 1958     MONUMENTED       CGS
 AW1259  HISTORY     - 1978     GOOD             DOD
 AW1259  HISTORY     - 1978     GOOD             NGS
 AW1259  HISTORY     - 1986     GOOD             NGS
 AW1259  HISTORY     - 1987     GOOD             USPSQD
 AW1259  HISTORY     - 1987     GOOD             USPSQD
 AW1259  HISTORY     - 1987     GOOD             USPSQD
 AW1259  HISTORY     - 1987     GOOD             USPSQD
 AW1259  HISTORY     - 1988     GOOD             USPSQD
 AW1259  HISTORY     - 1988     GOOD             USPSQD
 AW1259  HISTORY     - 1988     GOOD             USPSQD
 AW1259  HISTORY     - 1988     GOOD             USPSQD
 AW1259  HISTORY     - 1988     GOOD             USPSQD
 AW1259  HISTORY     - 1988     GOOD             USPSQD
 AW1259  HISTORY     - 1988     GOOD             USPSQD
 AW1259  HISTORY     - 1989     GOOD             USPSQD
 AW1259  HISTORY     - 1989     GOOD             USPSQD
 AW1259  HISTORY     - 1989     GOOD             USPSQD
 AW1259  HISTORY     - 1989     GOOD             USPSQD
 AW1259  HISTORY     - 1989     GOOD             USPSQD
 AW1259  HISTORY     - 1989     GOOD             USPSQD
 AW1259  HISTORY     - 1989     GOOD             USPSQD
 AW1259  HISTORY     - 19890120 GOOD             USPSQD
 AW1259  HISTORY     - 19910202 GOOD             USPSQD
 AW1259  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1259  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1259  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1259  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 AW1259  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1259
 AW1259                          STATION DESCRIPTION
 AW1259
 AW1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1259'4.35 MI E FROM DUMONT (SOUTH HOUSTON).
 AW1259'ABOUT 4.35 MILES EAST ALONG SPENCER HIGHWAY FROM THE GALVESTON,
 AW1259'HOUSTON AND HENDERSON RAILROAD STATION AT DUMONT, AT THE JUNCTION WITH
 AW1259'PANSEY ROAD, 44 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 AW1259'EAST OF THE CENTER LINE OF PANSEY ROAD, IN THE TOP AND CENTER OF THE
 AW1259'SOUTH SIDE OF THE CONCRETE CURBING AROUND A STEEL POLE SUPPORTING A
 AW1259'SIGNAL LIGHT AND CONTROL BOX, 4 1/2 FEET SOUTH OF A STEEL POLE, AND
 AW1259'ABOUT 1 FOOT ABOVE THE GROUND.
 AW1259
 AW1259                          STATION RECOVERY (1978)
 AW1259
 AW1259'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1978)
 AW1259
 AW1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1986)
 AW1259
 AW1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1259'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1259'EXCEPT THE CONTROL BOX MENTIONED THEREIN NO LONGER EXIST AND PANSEY
 AW1259'ROAD SHOULD BE SPELLED (PANSY).
 AW1259
 AW1259                          STATION RECOVERY (1987)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1987)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1987)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1987)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1988)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1988)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1988)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1988)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1988)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1988)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1988)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1989)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1989)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1989)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1989)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1989)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1989)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1989)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1989)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1991)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1259'RECOVERED IN GOOD CONDITION.
 AW1259
 AW1259                          STATION RECOVERY (1998)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1259'MARK NOT FOUND.
 AW1259
 AW1259                          STATION RECOVERY (2000)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1259'MARK NOT FOUND.
 AW1259
 AW1259                          STATION RECOVERY (2001)
 AW1259
 AW1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1259'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1259
 AW1259                          STATION RECOVERY (2003)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1259'MARK NOT FOUND.
 AW1259
 AW1259                          STATION RECOVERY (2004)
 AW1259
 AW1259'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2869 ***********************************************************************
 AW2869  DESIGNATION -  Z 1138
 AW2869  PID         -  AW2869
 AW2869  STATE/COUNTY-  TX/HARRIS
 AW2869  USGS QUAD   -  MORGANS POINT (1993)
 AW2869
 AW2869                         *CURRENT SURVEY CONTROL
 AW2869  ___________________________________________________________________
 AW2869* NAD 83(1986)-  29 43 46.     (N)    094 57 30.     (W)     SCALED    
 AW2869* NAVD 88     -         9.15   (+/-2cm)      30.0    (feet)  VERTCON   
 AW2869  ___________________________________________________________________
 AW2869  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW2869
 AW2869  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2869
 AW2869.The horizontal coordinates were scaled from a topographic map and have
 AW2869.an estimated accuracy of +/- 6 seconds.
 AW2869
 AW2869.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2869.The vertical order pertains to the NGVD 29 superseded value.
 AW2869
 AW2869.The geoid height was determined by GEOID03.
 AW2869
 AW2869;                    North         East    Units  Estimated Accuracy
 AW2869;SPC TXSC     - 4,216,900.      990,900.      MT  (+/- 180 meters Scaled)
 AW2869
 AW2869                          SUPERSEDED SURVEY CONTROL
 AW2869
 AW2869  NGVD 29 (??/??/92)    9.144  (m)           30.00   (f) ADJ UNCH    1 2
 AW2869
 AW2869.Superseded values are not recommended for survey control.
 AW2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2869.See file dsdata.txt to determine how the superseded data were derived.
 AW2869
 AW2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN105904(NAD 83)
 AW2869_MARKER: DB = BENCH MARK DISK
 AW2869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2869_SP_SET: FOUNDATION
 AW2869_STAMPING: Z 1138 1959
 AW2869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2869
 AW2869  HISTORY     - Date     Condition        Report By
 AW2869  HISTORY     - 1959     MONUMENTED       CGS
 AW2869  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2869  HISTORY     - 19981113 MARK NOT FOUND   USPSQD
 AW2869  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 AW2869
 AW2869                          STATION DESCRIPTION
 AW2869
 AW2869'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2869'0.75 MI E FROM BAYTOWN.
 AW2869'1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE POSTOFFICE AT
 AW2869'BAYTOWN, THENCE 0.75 MILE EAST ALONG EAST TEXAS AVENUE, AT THE
 AW2869'INTERSECTION OF STATE HIGHWAY 146, 70 FEET WEST OF THE CENTER LINE OF
 AW2869'STATE HIGHWAY 146, 42 FEET NORTH OF THE CENTER LINE OF EAST TEXAS
 AW2869'AVENUE, IN THE TOP OF THE SOUTHEAST SIDE OF THE CONCRETE FOUNDATION OF
 AW2869'A HUMBLE OIL COMPANY SIGN, 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AW2869'OF THE SERVICE STATION, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 AW2869'SIDEWALK.
 AW2869
 AW2869                          STATION RECOVERY (1973)
 AW2869
 AW2869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2869'MARK NOT FOUND.
 AW2869
 AW2869                          STATION RECOVERY (1998)
 AW2869
 AW2869'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2869'MARK NOT FOUND.
 AW2869
 AW2869                          STATION RECOVERY (2004)
 AW2869
 AW2869'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW2869'THE FOUNDATION OF THE SIGN EXISTS AS DESCRIBED, BUT FOUND NO EVIDENCE
 AW2869'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0375 ***********************************************************************
 BL0375  DESIGNATION -  Z 1139
 BL0375  PID         -  BL0375
 BL0375  STATE/COUNTY-  TX/LIBERTY
 BL0375  USGS QUAD   -  LIBERTY (1984)
 BL0375
 BL0375                         *CURRENT SURVEY CONTROL
 BL0375  ___________________________________________________________________
 BL0375* NAD 83(1986)-  30 01 19.     (N)    094 50 07.     (W)     SCALED    
 BL0375* NAVD 88     -         6.45   (+/-2cm)      21.2    (feet)  VERTCON   
 BL0375  ___________________________________________________________________
 BL0375  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0375
 BL0375  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0375
 BL0375.The horizontal coordinates were scaled from a topographic map and have
 BL0375.an estimated accuracy of +/- 6 seconds.
 BL0375
 BL0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0375.The vertical order pertains to the NGVD 29 superseded value.
 BL0375
 BL0375.The geoid height was determined by GEOID03.
 BL0375
 BL0375;                    North         East    Units  Estimated Accuracy
 BL0375;SPC TX C     - 3,052,490.    1,230,170.      MT  (+/- 180 meters Scaled)
 BL0375
 BL0375                          SUPERSEDED SURVEY CONTROL
 BL0375
 BL0375  NGVD 29 (??/??/92)    6.452  (m)           21.17   (f) ADJ UNCH    1 1
 BL0375
 BL0375.Superseded values are not recommended for survey control.
 BL0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0375.See file dsdata.txt to determine how the superseded data were derived.
 BL0375
 BL0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP230226(NAD 83)
 BL0375_MARKER: DB = BENCH MARK DISK
 BL0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0375_STAMPING: Z 1139 1959
 BL0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0375+STABILITY: SURFACE MOTION
 BL0375
 BL0375  HISTORY     - Date     Condition        Report By
 BL0375  HISTORY     - 1959     MONUMENTED       CGS
 BL0375  HISTORY     - 1972     GOOD             NGS
 BL0375  HISTORY     - 19960801 MARK NOT FOUND   USPSQD
 BL0375  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0375  HISTORY     - 20050216 MARK NOT FOUND   USPSQD
 BL0375  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0375
 BL0375                          STATION DESCRIPTION
 BL0375
 BL0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0375'4.8 MI SW FROM LIBERTY.
 BL0375'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0375'STATE HIGHWAY 146 AT LIBERTY, THENCE ABOUT 2.7 MILES SOUTH ALONG A
 BL0375'PRIVATE GRAVELED ROAD TO SOUTH LIBERTY OIL FIELD, 159 FEET SOUTHWEST
 BL0375'OF THE CENTER OF THE Y JUNCTION OF A GRAVELED ROAD LEADING SOUTHWEST,
 BL0375'159 FEET NORTHEAST OF HUMBLE OIL COMPANY WELL NO. 3-167-AC, 41 FEET
 BL0375'NORTHWEST OF THE CENTER LINE OF THE ROAD, 81 FEET EAST-NORTHEAST OF A
 BL0375'3-FOOT-HIGH 4-INCH WELL CASING(ABANDONED), 1.3 FEET NORTH OF A METAL
 BL0375'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 BL0375'CONCRETE POST PROJECTING 0.4 FOOT.  THE POST IS CHIPPED ON THE
 BL0375'NORTHEAST AND SOUTH SIDE BUT SOLID IN THE GROUND.
 BL0375
 BL0375                          STATION RECOVERY (1996)
 BL0375
 BL0375'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0375'MARK NOT FOUND.
 BL0375
 BL0375                          STATION RECOVERY (2004)
 BL0375
 BL0375'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0375'MARK NOT FOUND.
 BL0375
 BL0375                          STATION RECOVERY (2005)
 BL0375
 BL0375'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0375'MARK NOT FOUND.
 BL0375
 BL0375                          STATION RECOVERY (2005)
 BL0375
 BL0375'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0080 ***********************************************************************
 AH0080  DESIGNATION -  Z 1140
 AH0080  PID         -  AH0080
 AH0080  STATE/COUNTY-  TX/NUECES
 AH0080  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0080
 AH0080                         *CURRENT SURVEY CONTROL
 AH0080  ___________________________________________________________________
 AH0080* NAD 83(1986)-  27 47 42.     (N)    097 24 18.     (W)     SCALED    
 AH0080* NAVD 88     -        12.006  (meters)      39.39   (feet)  ADJUSTED  
 AH0080  ___________________________________________________________________
 AH0080  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH0080  DYNAMIC HT  -          11.988 (meters)      39.33  (feet)  COMP
 AH0080  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 AH0080
 AH0080  VERT ORDER  -  FIRST     CLASS I
 AH0080
 AH0080.The horizontal coordinates were scaled from a topographic map and have
 AH0080.an estimated accuracy of +/- 6 seconds.
 AH0080
 AH0080.The orthometric height was determined by differential leveling
 AH0080.and adjusted by the National Geodetic Survey in June 1991..
 AH0080
 AH0080.The geoid height was determined by GEOID03.
 AH0080
 AH0080.The dynamic height is computed by dividing the NAVD 88
 AH0080.geopotential number by the normal gravity value computed on the
 AH0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0080.degrees latitude (g = 980.6199 gals.).
 AH0080
 AH0080.The modeled gravity was interpolated from observed gravity values.
 AH0080
 AH0080;                    North         East    Units  Estimated Accuracy
 AH0080;SPC TX S     - 5,236,280.      407,910.      MT  (+/- 180 meters Scaled)
 AH0080
 AH0080                          SUPERSEDED SURVEY CONTROL
 AH0080
 AH0080  NGVD 29 (??/??/92)   12.196  (m)           40.01   (f) ADJ UNCH    1 1
 AH0080
 AH0080.Superseded values are not recommended for survey control.
 AH0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0080.See file dsdata.txt to determine how the superseded data were derived.
 AH0080
 AH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR571755(NAD 83)
 AH0080_MARKER: DB = BENCH MARK DISK
 AH0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0080_SP_SET: BASE
 AH0080_STAMPING: Z 1140 1959
 AH0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0080
 AH0080  HISTORY     - Date     Condition        Report By
 AH0080  HISTORY     - 1959     MONUMENTED       CGS
 AH0080  HISTORY     - 1978     GOOD             NGS
 AH0080  HISTORY     - 1984     GOOD             USPSQD
 AH0080  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0080
 AH0080                          STATION DESCRIPTION
 AH0080
 AH0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0080'0.6 MI N FROM CORPUS CHRISTI.
 AH0080'ABOUT 0.1 MILE EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE FREIGHT
 AH0080'STATION AT CORPUS CHRISTI, THENCE ABOUT 0.4 MILE NORTH ALONG NORTH
 AH0080'STAPLES STREET, THENCE ABOUT 0.1 MILE WEST ALONG MESTINA STREET, AT
 AH0080'THE INTERSECTION OF SAM RANKIN STREET, IN THE TOP OF THE NORTH CORNER
 AH0080'OF THE CONCRETE BASE OF THE EAST LEG OF THE 2 NORTHERLY LEGS OF THE
 AH0080'CITY WATER TANK, 94 FEET SOUTH OF THE CENTER LINE OF MESTINA STREET,
 AH0080'79 FEET EAST OF THE CENTER LINE OF SAM RANKIN STREET, AND ABOUT 1 FOOT
 AH0080'ABOVE THE GROUND.
 AH0080
 AH0080                          STATION RECOVERY (1978)
 AH0080
 AH0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0080'RECOVERED IN GOOD CONDITION.
 AH0080
 AH0080                          STATION RECOVERY (1984)
 AH0080
 AH0080'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0080'RECOVERED IN GOOD CONDITION.
 AH0080
 AH0080                          STATION RECOVERY (1997)
 AH0080
 AH0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0080'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0080'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1759 ***********************************************************************
 AH1759  DESIGNATION -  Z 1140 RESET
 AH1759  PID         -  AH1759
 AH1759  STATE/COUNTY-  TX/NUECES
 AH1759  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1759
 AH1759                         *CURRENT SURVEY CONTROL
 AH1759  ___________________________________________________________________
 AH1759* NAD 83(1993)-  27 47 43.83841(N)    097 24 15.00104(W)     ADJUSTED  
 AH1759* NAVD 88     -        12.343  (meters)      40.50   (feet)  ADJUSTED  
 AH1759  ___________________________________________________________________
 AH1759  X           -    -727,627.130 (meters)                     COMP
 AH1759  Y           -  -5,599,230.263 (meters)                     COMP
 AH1759  Z           -   2,956,471.205 (meters)                     COMP
 AH1759  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1759  ELLIP HEIGHT-         -14.16  (meters)          (06/17/02) GPS OBS
 AH1759  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH1759  DYNAMIC HT  -          12.324 (meters)      40.43  (feet)  COMP
 AH1759  MODELED GRAV-     979,128.6   (mgal)                       NAVD 88
 AH1759
 AH1759  HORZ ORDER  -  FIRST
 AH1759  VERT ORDER  -  FIRST     CLASS II
 AH1759  ELLP ORDER  -  FIFTH     CLASS I
 AH1759
 AH1759.The horizontal coordinates were established by GPS observations
 AH1759.and adjusted by the National Geodetic Survey in February 1996..
 AH1759
 AH1759.The orthometric height was determined by differential leveling
 AH1759.and adjusted by the National Geodetic Survey in December 1997..
 AH1759
 AH1759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1759
 AH1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1759
 AH1759.The ellipsoidal height was determined by GPS observations
 AH1759.and is referenced to NAD 83.
 AH1759
 AH1759.The geoid height was determined by GEOID03.
 AH1759
 AH1759.The dynamic height is computed by dividing the NAVD 88
 AH1759.geopotential number by the normal gravity value computed on the
 AH1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1759.degrees latitude (g = 980.6199 gals.).
 AH1759
 AH1759.The modeled gravity was interpolated from observed gravity values.
 AH1759
 AH1759;                    North         East     Units Scale Factor Converg.
 AH1759;SPC TX S     - 5,236,334.698   407,988.610   MT  0.99999064   +0 29 51.1
 AH1759;SPC TX S     -17,179,541.42  1,338,542.63   sFT  0.99999064   +0 29 51.1
 AH1759;SPC TXSC     - 3,996,880.919   757,294.241   MT  1.00022054   +0 46 54.5
 AH1759;SPC TXSC     -13,113,100.15  2,484,556.19   sFT  1.00022054   +0 46 54.5
 AH1759;UTM  14      - 3,075,571.499   657,213.103   MT  0.99990508   +0 44 39.5
 AH1759
 AH1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1759!SPC TX S     -   1.00000222  x   0.99999064  =   0.99999286
 AH1759!SPC TXSC     -   1.00000222  x   1.00022054  =   1.00022276
 AH1759!UTM  14      -   1.00000222  x   0.99990508  =   0.99990730
 AH1759
 AH1759                          SUPERSEDED SURVEY CONTROL
 AH1759
 AH1759  ELLIP H (02/16/96)  -14.03   (m)                       GP(       ) 5 1
 AH1759  NAD 83(1986)-  27 47 43.84509(N)    097 24 14.97973(W) AD(       ) 1
 AH1759  NGVD 29 (04/09/92)   12.6    (m)           41.     (f) GPS OBS        
 AH1759
 AH1759.Superseded values are not recommended for survey control.
 AH1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1759.See file dsdata.txt to determine how the superseded data were derived.
 AH1759
 AH1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5721375571(NAD 83)
 AH1759_MARKER: DV = VERTICAL CONTROL DISK
 AH1759_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH1759_SP_SET: STEP
 AH1759_STAMPING: Z 1140 RESET 1986
 AH1759_MARK LOGO: NGS   
 AH1759_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1759+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AH1759
 AH1759  HISTORY     - Date     Condition        Report By
 AH1759  HISTORY     - 1986     MONUMENTED       RBNF
 AH1759  HISTORY     - 19910322 GOOD             TE
 AH1759  HISTORY     - 19970209 GOOD             NGS
 AH1759
 AH1759                          STATION DESCRIPTION
 AH1759
 AH1759'DESCRIBED BY THOMPSON ENGINEERING 1991
 AH1759'IN CORPUS CHRISTI.
 AH1759'STATION IS A VERTICAL BM SET IN CONC. IN FRONT OF STEPS (FACING LIPAN
 AH1759'STREET) OF CITY HALL.
 AH1759
 AH1759                          STATION RECOVERY (1997)
 AH1759
 AH1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1759'IN CORPUS CHRISTI, IN TOP OF AND 1.4 M (4.6 FT) EAST OF THE WEST END
 AH1759'OF THE 2ND CONCRETE STEP FROM THE BOTTOM OF THE SOUTH ENTRANCE TO THE
 AH1759'CITY HALL, 19.7 M (64.6 FT) SOUTH OF THE CENTER OF THE SOUTH ENTRANCE
 AH1759'DOOR, AND 3.4 M (11.2 FT) WEST OF THE CENTER OF THE STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0177 ***********************************************************************
 AH0177  DESIGNATION -  Z 1141
 AH0177  PID         -  AH0177
 AH0177  STATE/COUNTY-  TX/NUECES
 AH0177  USGS QUAD   -  PORT ARANSAS (1975)
 AH0177
 AH0177                         *CURRENT SURVEY CONTROL
 AH0177  ___________________________________________________________________
 AH0177* NAD 83(1986)-  27 51 22.     (N)    097 04 17.     (W)     SCALED    
 AH0177* NAVD 88     -         0.766  (meters)       2.51   (feet)  ADJUSTED  
 AH0177  ___________________________________________________________________
 AH0177  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH0177  DYNAMIC HT  -           0.765 (meters)       2.51  (feet)  COMP
 AH0177  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 AH0177
 AH0177  VERT ORDER  -  FIRST     CLASS I
 AH0177
 AH0177.The horizontal coordinates were scaled from a topographic map and have
 AH0177.an estimated accuracy of +/- 6 seconds.
 AH0177
 AH0177.The orthometric height was determined by differential leveling
 AH0177.and adjusted by the National Geodetic Survey in June 1991..
 AH0177
 AH0177.The geoid height was determined by GEOID03.
 AH0177
 AH0177.The dynamic height is computed by dividing the NAVD 88
 AH0177.geopotential number by the normal gravity value computed on the
 AH0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0177.degrees latitude (g = 980.6199 gals.).
 AH0177
 AH0177.The modeled gravity was interpolated from observed gravity values.
 AH0177
 AH0177;                    North         East    Units  Estimated Accuracy
 AH0177;SPC TX S     - 5,243,380.      440,710.      MT  (+/- 180 meters Scaled)
 AH0177
 AH0177                          SUPERSEDED SURVEY CONTROL
 AH0177
 AH0177  NGVD 29 (??/??/92)    0.871  (m)            2.86   (f) ADJ UNCH    1 1
 AH0177
 AH0177.Superseded values are not recommended for survey control.
 AH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0177.See file dsdata.txt to determine how the superseded data were derived.
 AH0177
 AH0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR898827(NAD 83)
 AH0177_MARKER: DB = BENCH MARK DISK
 AH0177_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH0177_SP_SET: 56 FT.
 AH0177_STAMPING: Z 1141 1959
 AH0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0177
 AH0177  HISTORY     - Date     Condition        Report By
 AH0177  HISTORY     - 1959     MONUMENTED       CGS
 AH0177  HISTORY     - 1977     GOOD             NGS
 AH0177  HISTORY     - 1978     GOOD             NGS
 AH0177  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0177  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0177  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0177  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0177
 AH0177                          STATION DESCRIPTION
 AH0177
 AH0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0177'5.25 MI SE FROM ARANSAS PASS.
 AH0177'ABOUT 5.25 MILES SOUTHEAST ALONG THE CAUSEWAY FROM THE TOLL GATE AT
 AH0177'ARANSAS PASS, 88 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 6 FEET
 AH0177'NORTHWEST OF A POWER POLE, 1.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 AH0177'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 AH0177'ROD WHICH IS DRIVEN TO A DEPTH OF 56 FEET AND IS ENCASED IN A 6-INCH
 AH0177'TILE PROJECTING 8 INCHES.
 AH0177
 AH0177                          STATION RECOVERY (1977)
 AH0177
 AH0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0177'RECOVERED IN GOOD CONDITION.
 AH0177
 AH0177                          STATION RECOVERY (1978)
 AH0177
 AH0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0177'4.3 MILES SOUTHEAST ALONG PORT ARANSAS CAUSEWAY, STATE HIGHWAY 361,
 AH0177'FROM THE JUNCTION WITH BUSINESS STATE HIGHWAY 35 AT ARANSAS PASS,
 AH0177'THEN 0.8 MILE NORTHEAST ON A PAVED ROAD WHICH LEADS TO THE FINA OIL
 AH0177'COMPANY, AND SITE OF BENCH MARK. 88 FEET NORTHEAST OF THE CENTERLINE
 AH0177'OF THE PAVED ROAD.
 AH0177
 AH0177                          STATION RECOVERY (1989)
 AH0177
 AH0177'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0177'MARK NOT FOUND.
 AH0177
 AH0177                          STATION RECOVERY (1989)
 AH0177
 AH0177'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0177'MARK NOT FOUND.
 AH0177
 AH0177                          STATION RECOVERY (1989)
 AH0177
 AH0177'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0177'MARK NOT FOUND.
 AH0177
 AH0177                          STATION RECOVERY (1989)
 AH0177
 AH0177'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1666 ***********************************************************************
 AW1666  DESIGNATION -  Z 1142
 AW1666  PID         -  AW1666
 AW1666  STATE/COUNTY-  TX/CHAMBERS
 AW1666  USGS QUAD   -  MONT BELVIEU (1994)
 AW1666
 AW1666                         *CURRENT SURVEY CONTROL
 AW1666  ___________________________________________________________________
 AW1666* NAD 83(1986)-  29 46 41.     (N)    094 53 42.     (W)     SCALED    
 AW1666* NAVD 88     -         6.54   (+/-2cm)      21.5    (feet)  VERTCON   
 AW1666  ___________________________________________________________________
 AW1666  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW1666
 AW1666  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1666
 AW1666.The horizontal coordinates were scaled from a topographic map and have
 AW1666.an estimated accuracy of +/- 6 seconds.
 AW1666
 AW1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1666.The vertical order pertains to the NGVD 29 superseded value.
 AW1666
 AW1666.The geoid height was determined by GEOID03.
 AW1666
 AW1666;                    North         East    Units  Estimated Accuracy
 AW1666;SPC TXSC     - 4,222,490.      996,830.      MT  (+/- 180 meters Scaled)
 AW1666
 AW1666                          SUPERSEDED SURVEY CONTROL
 AW1666
 AW1666  NGVD 29 (??/??/92)    6.534  (m)           21.44   (f) ADJ UNCH    1 2
 AW1666
 AW1666.Superseded values are not recommended for survey control.
 AW1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1666.See file dsdata.txt to determine how the superseded data were derived.
 AW1666
 AW1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN168956(NAD 83)
 AW1666_MARKER: DB = BENCH MARK DISK
 AW1666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1666_SP_SET: 48 FT.
 AW1666_STAMPING: Z 1142 1959
 AW1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1666
 AW1666  HISTORY     - Date     Condition        Report By
 AW1666  HISTORY     - 1959     MONUMENTED       CGS
 AW1666  HISTORY     - 1973     GOOD             NGS
 AW1666  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1666  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1666  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1666  HISTORY     - 19960911 MARK NOT FOUND   USPSQD
 AW1666  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1666  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW1666  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW1666
 AW1666                          STATION DESCRIPTION
 AW1666
 AW1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1666'6.8 MI SW FROM COVE.
 AW1666'ABOUT 6.8 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE 10
 AW1666'OVERPASS AT COVE, ABOUT 0.5 MILE SOUTHWEST OF THE KTRH TRANSMITTOR
 AW1666'BUILDING, SET IN THE CENTER OF A SHARP S CURVE IN THE ROAD, 60 FEET
 AW1666'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 100 FEET NORTHEAST OF A
 AW1666'DOUBLE-BRACED POWER POLE, 1 FOOT NORTHWEST OF A FENCE, 2 FEET
 AW1666'SOUTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE ROAD,
 AW1666'AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD AND
 AW1666'PROTECTED BY A 6-INCH CONCRETE PIPE WHICH PROJECTS 8 INCHES.  THE ROD
 AW1666'WAS DRIVEN TO A DEPTH OF 48 FEET.
 AW1666
 AW1666                          STATION RECOVERY (1978)
 AW1666
 AW1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1666'NOT RECOVERED.
 AW1666
 AW1666                          STATION RECOVERY (1988)
 AW1666
 AW1666'RECOVERY NOTE BY US POWER SQUADRON 1988 (HR)
 AW1666'MARK NOT FOUND.
 AW1666
 AW1666                          STATION RECOVERY (1990)
 AW1666
 AW1666'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW1666'MARK NOT FOUND.
 AW1666
 AW1666                          STATION RECOVERY (1996)
 AW1666
 AW1666'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1666'MARK NOT FOUND.
 AW1666
 AW1666                          STATION RECOVERY (2001)
 AW1666
 AW1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1666'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1666
 AW1666                          STATION RECOVERY (2004)
 AW1666
 AW1666'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1666'MARK NOT FOUND.
 AW1666
 AW1666                          STATION RECOVERY (2005)
 AW1666
 AW1666'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW1666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1237 ***********************************************************************
 AW1237  DESIGNATION -  Z 1143
 AW1237  PID         -  AW1237
 AW1237  STATE/COUNTY-  TX/GALVESTON
 AW1237  USGS QUAD   -  ALGOA (1974)
 AW1237
 AW1237                         *CURRENT SURVEY CONTROL
 AW1237  ___________________________________________________________________
 AW1237* NAD 83(1986)-  29 24 02.     (N)    095 10 30.     (W)     SCALED    
 AW1237* NAVD 88     -        10.18   (+/-2cm)      33.4    (feet)  VERTCON   
 AW1237  ___________________________________________________________________
 AW1237  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW1237
 AW1237  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1237
 AW1237.The horizontal coordinates were scaled from a topographic map and have
 AW1237.an estimated accuracy of +/- 6 seconds.
 AW1237
 AW1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1237.The vertical order pertains to the NGVD 29 superseded value.
 AW1237
 AW1237.The geoid height was determined by GEOID03.
 AW1237
 AW1237;                    North         East    Units  Estimated Accuracy
 AW1237;SPC TXSC     - 4,179,760.      971,140.      MT  (+/- 180 meters Scaled)
 AW1237
 AW1237                          SUPERSEDED SURVEY CONTROL
 AW1237
 AW1237  NGVD 29 (??/??/92)   10.174  (m)           33.38   (f) ADJ UNCH    1 1
 AW1237
 AW1237.Superseded values are not recommended for survey control.
 AW1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1237.See file dsdata.txt to determine how the superseded data were derived.
 AW1237
 AW1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN889543(NAD 83)
 AW1237_MARKER: DB = BENCH MARK DISK
 AW1237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1237_SP_SET: 56 FEET
 AW1237_STAMPING: Z 1143 1959
 AW1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1237
 AW1237  HISTORY     - Date     Condition        Report By
 AW1237  HISTORY     - 1959     MONUMENTED       CGS
 AW1237  HISTORY     - 1973     GOOD             NGS
 AW1237  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1237  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1237  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1237
 AW1237                          STATION DESCRIPTION
 AW1237
 AW1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1237'IN ALGOA.
 AW1237'AT ALGOA, AT THE TRIANGLE FORMED BY THE JUNCTION OF THE MISSOURI
 AW1237'PACIFIC RAILROAD AND THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 0.1
 AW1237'MILE SOUTH OF THE NORTHWEST APEX OF THE TRIANGLE, 349 FEET SOUTH OF
 AW1237'THE SOUTH RAIL OF THE MAIN TRACK OF THE SANTA FE RAILWAY, 89 FEET EAST
 AW1237'OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 35 FEET WEST OF THE
 AW1237'CENTER LINE OF COUNTY ROAD 159, 1.0 FOOT EAST OF A WITNESS POST, A
 AW1237'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH WAS DRIVEN TO A
 AW1237'DEPTH OF 56 FEET, AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT,
 AW1237'AND ABOUT LEVEL WITH THE COUNTY ROAD.
 AW1237
 AW1237                          STATION RECOVERY (1978)
 AW1237
 AW1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1237'SEARCHED FOR NOT RECORVED, POSSIBLY GRADED OVER, THERE ARE
 AW1237'BUILDING WHICH HAVE BEEN RASED.
 AW1237
 AW1237                          STATION RECOVERY (1987)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1987)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1987)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1988)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1988)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1988)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1988)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1988)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1988)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1988)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1988)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1988)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1237'MARK NOT FOUND.
 AW1237
 AW1237                          STATION RECOVERY (1989)
 AW1237
 AW1237'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3292 ***********************************************************************
 AW3292  DESIGNATION -  Z 1144
 AW3292  PID         -  AW3292
 AW3292  STATE/COUNTY-  TX/HARRIS
 AW3292  USGS QUAD   -  SETTEGAST (1995)
 AW3292
 AW3292                         *CURRENT SURVEY CONTROL
 AW3292  ___________________________________________________________________
 AW3292* NAD 83(1986)-  29 45 16.     (N)    095 20 53.     (W)     SCALED    
 AW3292* NAVD 88     -        15.23   (+/-2cm)      50.0    (feet)  VERTCON   
 AW3292  ___________________________________________________________________
 AW3292  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW3292
 AW3292  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3292
 AW3292.The horizontal coordinates were scaled from a topographic map and have
 AW3292.an estimated accuracy of +/- 6 seconds.
 AW3292
 AW3292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3292.The vertical order pertains to the NGVD 29 superseded value.
 AW3292
 AW3292.The geoid height was determined by GEOID03.
 AW3292
 AW3292;                    North         East    Units  Estimated Accuracy
 AW3292;SPC TXSC     - 4,218,430.      953,130.      MT  (+/- 180 meters Scaled)
 AW3292
 AW3292                          SUPERSEDED SURVEY CONTROL
 AW3292
 AW3292  NGVD 29 (??/??/92)   15.223  (m)           49.94   (f) ADJ UNCH    1 2
 AW3292
 AW3292.Superseded values are not recommended for survey control.
 AW3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3292.See file dsdata.txt to determine how the superseded data were derived.
 AW3292
 AW3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN729938(NAD 83)
 AW3292_MARKER: DB = BENCH MARK DISK
 AW3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3292_STAMPING: Z 1144 1959
 AW3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3292+STABILITY: SURFACE MOTION
 AW3292
 AW3292  HISTORY     - Date     Condition        Report By
 AW3292  HISTORY     - 1959     MONUMENTED       CGS
 AW3292  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3292  HISTORY     - 19910902 MARK NOT FOUND   USPSQD
 AW3292  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW3292  HISTORY     - 20040515 MARK NOT FOUND   USPSQD
 AW3292  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW3292
 AW3292                          STATION DESCRIPTION
 AW3292
 AW3292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3292'0.75 MI SE FROM HOUSTON.
 AW3292'ABOUT 0.75 MILE SOUTHEAST ALONG CONGRESS STREET FROM THE HARRIS COUNTY
 AW3292'COURTHOUSE AT HOUSTON, 360 FEET SOUTHEAST OF THE INTERSECTION OF
 AW3292'DOWLING STREET, 101 FEET NORTH OF THE CENTER OF THE HARRISBURG
 AW3292'BOULEVARD UNDERPASS, 88 FEET EAST OF THE GALVESTON, HOUSTON AND
 AW3292'HENDERSON RAILROAD MILEPOST 1, 22 1/2 FEET NORTHEAST OF THE NORTHEAST
 AW3292'RAIL, 20 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK, 12 1/2
 AW3292'FEET SOUTHEAST OF A 20-INCH LIVE OAK TREE, AND IN THE TOP OF A
 AW3292'CONCRETE POST PROJECTING 7 INCHES.  NOTE-- TREE MARK AF IS IN THE
 AW3292'NORTH ROOT OF THE TREE 13 1/2 FEET NORTHWEST OF THIS BENCH MARK.
 AW3292
 AW3292                          STATION RECOVERY (1973)
 AW3292
 AW3292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3292'MARK NOT FOUND.
 AW3292
 AW3292                          STATION RECOVERY (1991)
 AW3292
 AW3292'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW3292'MARK NOT FOUND.
 AW3292
 AW3292                          STATION RECOVERY (1996)
 AW3292
 AW3292'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3292'MARK NOT FOUND.
 AW3292
 AW3292                          STATION RECOVERY (2004)
 AW3292
 AW3292'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3292'MARK NOT FOUND.
 AW3292
 AW3292                          STATION RECOVERY (2005)
 AW3292
 AW3292'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3292'LONG GONE  DROP FROM LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1517 ***********************************************************************
 AW1517  DESIGNATION -  Z 1145
 AW1517  PID         -  AW1517
 AW1517  STATE/COUNTY-  TX/CHAMBERS
 AW1517  USGS QUAD   -  COVE (1993)
 AW1517
 AW1517                         *CURRENT SURVEY CONTROL
 AW1517  ___________________________________________________________________
 AW1517* NAD 83(1986)-  29 47 11.     (N)    094 52 11.     (W)     SCALED    
 AW1517* NAVD 88     -        10.61   (+/-2cm)      34.8    (feet)  VERTCON   
 AW1517  ___________________________________________________________________
 AW1517  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW1517  OBS GRAVITY -     979,288.2   (mgal)                       GRAV_OBS
 AW1517
 AW1517  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1517
 AW1517.The horizontal coordinates were scaled from a topographic map and have
 AW1517.an estimated accuracy of +/- 6 seconds.
 AW1517
 AW1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1517.The vertical order pertains to the NGVD 29 superseded value.
 AW1517
 AW1517.The geoid height was determined by GEOID03.
 AW1517.The observed gravity was obtained from relative gravimeter ties
 AW1517.to the IGSN71 gravity network.
 AW1517
 AW1517;                    North         East    Units  Estimated Accuracy
 AW1517;SPC TXSC     - 4,223,500.      999,240.      MT  (+/- 180 meters Scaled)
 AW1517
 AW1517                          SUPERSEDED SURVEY CONTROL
 AW1517
 AW1517  NGVD 29 (??/??/92)   10.613  (m)           34.82   (f) ADJ UNCH    1 2
 AW1517
 AW1517.Superseded values are not recommended for survey control.
 AW1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1517.See file dsdata.txt to determine how the superseded data were derived.
 AW1517
 AW1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN192965(NAD 83)
 AW1517_MARKER: DB = BENCH MARK DISK
 AW1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1517_STAMPING: Z 1145 1959
 AW1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1517+STABILITY: SURFACE MOTION
 AW1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1517+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AW1517
 AW1517  HISTORY     - Date     Condition        Report By
 AW1517  HISTORY     - 1959     MONUMENTED       CGS
 AW1517  HISTORY     - 1973     GOOD             NGS
 AW1517  HISTORY     - 1978     GOOD             NGS
 AW1517  HISTORY     - 1988     GOOD             USPSQD
 AW1517  HISTORY     - 1990     GOOD             USPSQD
 AW1517  HISTORY     - 19960921 GOOD             USPSQD
 AW1517  HISTORY     - 20010331 GOOD             NGS
 AW1517  HISTORY     - 20040204 GOOD             USPSQD
 AW1517  HISTORY     - 20050205 GOOD             USPSQD
 AW1517
 AW1517                          STATION DESCRIPTION
 AW1517
 AW1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1517'5.15 MI SW FROM COVE.
 AW1517'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE 10
 AW1517'OVERPASS AT COVE, AT THE JUNCTION OF FARM ROAD 2354, 105 1/2 FEET
 AW1517'SOUTHEAST OF THE CENTER LINE OF FARM ROAD 565, 82 FEET SOUTHWEST OF
 AW1517'THE CENTER LINE OF FARM ROAD 2354, 2 FEET NORTHEAST OF A FENCE, 2 FEET
 AW1517'SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 AW1517'POST PROJECTING 5 INCHES.
 AW1517
 AW1517                          STATION RECOVERY (1978)
 AW1517
 AW1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1517'RECOVERED IN GOOD CONDITION.
 AW1517
 AW1517                          STATION RECOVERY (1988)
 AW1517
 AW1517'RECOVERY NOTE BY US POWER SQUADRON 1988 (KK)
 AW1517'RECOVERED IN GOOD CONDITION.
 AW1517
 AW1517                          STATION RECOVERY (1990)
 AW1517
 AW1517'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1517'RECOVERED IN GOOD CONDITION.
 AW1517
 AW1517                          STATION RECOVERY (1996)
 AW1517
 AW1517'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1517'RECOVERED IN GOOD CONDITION.
 AW1517
 AW1517                          STATION RECOVERY (2001)
 AW1517
 AW1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1517'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1517
 AW1517                          STATION RECOVERY (2004)
 AW1517
 AW1517'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1517'TREES OVERHEAD  NO GPS FIX
 AW1517
 AW1517                          STATION RECOVERY (2005)
 AW1517
 AW1517'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3786 ***********************************************************************
 AW3786  DESIGNATION -  Z 1146
 AW3786  PID         -  AW3786
 AW3786  STATE/COUNTY-  TX/HARRIS
 AW3786  USGS QUAD   -  PASADENA (1995)
 AW3786
 AW3786                         *CURRENT SURVEY CONTROL
 AW3786  ___________________________________________________________________
 AW3786* NAD 83(1986)-  29 42 47.     (N)    095 10 15.     (W)     SCALED    
 AW3786* NAVD 88     -        10.22   (+/-2cm)      33.5    (feet)  VERTCON   
 AW3786  ___________________________________________________________________
 AW3786  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW3786
 AW3786  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3786
 AW3786.The horizontal coordinates were scaled from a topographic map and have
 AW3786.an estimated accuracy of +/- 6 seconds.
 AW3786
 AW3786.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3786.The vertical order pertains to the NGVD 29 superseded value.
 AW3786
 AW3786.The geoid height was determined by GEOID03.
 AW3786
 AW3786;                    North         East    Units  Estimated Accuracy
 AW3786;SPC TXSC     - 4,214,390.      970,410.      MT  (+/- 180 meters Scaled)
 AW3786
 AW3786                          SUPERSEDED SURVEY CONTROL
 AW3786
 AW3786  NGVD 29 (??/??/92)   10.218  (m)           33.52   (f) ADJ UNCH    1 2
 AW3786
 AW3786.Superseded values are not recommended for survey control.
 AW3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3786.See file dsdata.txt to determine how the superseded data were derived.
 AW3786
 AW3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN900889(NAD 83)
 AW3786_MARKER: DB = BENCH MARK DISK
 AW3786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3786_STAMPING: Z 1146 1959
 AW3786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3786+STABILITY: SURFACE MOTION
 AW3786
 AW3786  HISTORY     - Date     Condition        Report By
 AW3786  HISTORY     - 1959     MONUMENTED       CGS
 AW3786  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3786  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3786  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3786  HISTORY     - 19900120 MARK NOT FOUND   USPSQD
 AW3786  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW3786  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3786
 AW3786                          STATION DESCRIPTION
 AW3786
 AW3786'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3786'4.05 MI E FROM PASADENA.
 AW3786'ABOUT 1.1 MILES SOUTHWEST ALONG NORTH RICHEY STREET FROM THE SOUTH END
 AW3786'OF THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 2.95 MILES EAST ALONG
 AW3786'STATE HIGHWAY 225, AT THE INTERSECTION WITH SOUTH AVENUE, 109 FEET
 AW3786'NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET EAST OF THE CENTER
 AW3786'LINE OF SOUTH AVENUE, 51 FEET NORTH OF A POWER POLE, 49 FEET NORTH OF
 AW3786'A FENCE CORNER, 1 FOOT WEST OF A FENCE, 1 1/2 FEET NORTH OF A METAL
 AW3786'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW3786
 AW3786                          STATION RECOVERY (1973)
 AW3786
 AW3786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3786'MARK NOT FOUND.
 AW3786
 AW3786                          STATION RECOVERY (1989)
 AW3786
 AW3786'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW3786'MARK NOT FOUND.
 AW3786
 AW3786                          STATION RECOVERY (1990)
 AW3786
 AW3786'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW3786'MARK NOT FOUND.
 AW3786
 AW3786                          STATION RECOVERY (1990)
 AW3786
 AW3786'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW3786'MARK NOT FOUND.
 AW3786
 AW3786                          STATION RECOVERY (1998)
 AW3786
 AW3786'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3786'MARK NOT FOUND.
 AW3786
 AW3786                          STATION RECOVERY (2004)
 AW3786
 AW3786'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1996 ***********************************************************************
 AW1996  DESIGNATION -  Z 1147
 AW1996  PID         -  AW1996
 AW1996  STATE/COUNTY-  TX/HARRIS
 AW1996  USGS QUAD   -  PASADENA (1995)
 AW1996
 AW1996                         *CURRENT SURVEY CONTROL
 AW1996  ___________________________________________________________________
 AW1996* NAD 83(1986)-  29 44 11.     (N)    095 10 36.     (W)     SCALED    
 AW1996* NAVD 88     -         6.280  (meters)      20.60   (feet)  ADJUSTED  
 AW1996  ___________________________________________________________________
 AW1996  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1996  DYNAMIC HT  -           6.272 (meters)      20.58  (feet)  COMP
 AW1996  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 AW1996
 AW1996  VERT ORDER  -  FIRST     CLASS II
 AW1996
 AW1996.The horizontal coordinates were scaled from a topographic map and have
 AW1996.an estimated accuracy of +/- 6 seconds.
 AW1996
 AW1996.The orthometric height was determined by differential leveling
 AW1996.and adjusted by the National Geodetic Survey in June 1991..
 AW1996
 AW1996.The geoid height was determined by GEOID03.
 AW1996
 AW1996.The dynamic height is computed by dividing the NAVD 88
 AW1996.geopotential number by the normal gravity value computed on the
 AW1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1996.degrees latitude (g = 980.6199 gals.).
 AW1996
 AW1996.The modeled gravity was interpolated from observed gravity values.
 AW1996
 AW1996;                    North         East    Units  Estimated Accuracy
 AW1996;SPC TXSC     - 4,216,960.      969,760.      MT  (+/- 180 meters Scaled)
 AW1996
 AW1996                          SUPERSEDED SURVEY CONTROL
 AW1996
 AW1996  NGVD 29 (12/23/87)    6.277  (m)           20.59   (f) ADJUSTED    1 2
 AW1996
 AW1996.Superseded values are not recommended for survey control.
 AW1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1996.See file dsdata.txt to determine how the superseded data were derived.
 AW1996
 AW1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN894915(NAD 83)
 AW1996_MARKER: DB = BENCH MARK DISK
 AW1996_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1996+WITH SETTING: PAVEMENT
 AW1996_SP_SET: CONCRETE BASE
 AW1996_STAMPING: Z 1147 1959
 AW1996_MARK LOGO: CGS   
 AW1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1996+STABILITY: SURFACE MOTION
 AW1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1996+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 AW1996
 AW1996  HISTORY     - Date     Condition        Report By
 AW1996  HISTORY     - 1959     MONUMENTED       CGS
 AW1996  HISTORY     - 1964     GOOD             NGS
 AW1996  HISTORY     - 1978     GOOD             NGS
 AW1996  HISTORY     - 1986     GOOD             NGS
 AW1996  HISTORY     - 20041126 GOOD             USPSQD
 AW1996
 AW1996                          STATION DESCRIPTION
 AW1996
 AW1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1996'5.5 MI E FROM PASADENA.
 AW1996'ABOUT 1.1 MILES SOUTHWEST ALONG NORTH RICHEY STREET FROM THE SOUTH END
 AW1996'OF THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 2.75 MILES EAST ALONG
 AW1996'STATE HIGHWAY 225, TO THE TRUCK ENTRANCE TO THE PHILLIPS CHEMICAL
 AW1996'COMPANY, THENCE ABOUT 1.65 MILES NORTH ALONG THE TRUCK ROUTE, 180 FEET
 AW1996'SOUTH OF THE SOUTHEAST CORNER OF A GUARD HOUSE, 44 FEET WEST OF THE
 AW1996'CENTER LINE OF A PAVED ROAD LEADING SOUTH, IN THE TOP OF THE NORTHEAST
 AW1996'SIDE OF THE NORTHEAST LEG OF THE CONCRETE FOOTING OF A LARGE WATER
 AW1996'TOWER PROJECTING 1.8 FEET.
 AW1996
 AW1996                          STATION RECOVERY (1964)
 AW1996
 AW1996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1996'RECOVERED IN GOOD CONDITION.
 AW1996
 AW1996                          STATION RECOVERY (1978)
 AW1996
 AW1996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1996'RECOVERED IN GOOD CONDITION.
 AW1996
 AW1996                          STATION RECOVERY (1986)
 AW1996
 AW1996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1996'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1996'EXCEPT THE WATER TOWER MENTIONED THEREIN NO LONGER EXISTS.
 AW1996
 AW1996                          STATION RECOVERY (2004)
 AW1996
 AW1996'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0267 ***********************************************************************
 AW0267  DESIGNATION -  Z 1148
 AW0267  PID         -  AW0267
 AW0267  STATE/COUNTY-  TX/HARRIS
 AW0267  USGS QUAD   -  ADDICKS (1995)
 AW0267
 AW0267                         *CURRENT SURVEY CONTROL
 AW0267  ___________________________________________________________________
 AW0267* NAD 83(1986)-  29 47 09.     (N)    095 42 07.     (W)     SCALED    
 AW0267* NAVD 88     -        34.152  (meters)     112.05   (feet)  ADJUSTED  
 AW0267  ___________________________________________________________________
 AW0267  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0267  DYNAMIC HT  -          34.106 (meters)     111.90  (feet)  COMP
 AW0267  MODELED GRAV-     979,277.5   (mgal)                       NAVD 88
 AW0267  OBS GRAVITY -     979,278.8   (mgal)                       GRAV_OBS
 AW0267
 AW0267  VERT ORDER  -  FIRST     CLASS I
 AW0267
 AW0267.The horizontal coordinates were scaled from a topographic map and have
 AW0267.an estimated accuracy of +/- 6 seconds.
 AW0267
 AW0267.The orthometric height was determined by differential leveling
 AW0267.and adjusted by the National Geodetic Survey in June 1991..
 AW0267
 AW0267.The geoid height was determined by GEOID03.
 AW0267
 AW0267.The dynamic height is computed by dividing the NAVD 88
 AW0267.geopotential number by the normal gravity value computed on the
 AW0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0267.degrees latitude (g = 980.6199 gals.).
 AW0267
 AW0267.The modeled gravity was interpolated from observed gravity values.
 AW0267.The observed gravity was obtained from relative gravimeter ties
 AW0267.to the IGSN71 gravity network.
 AW0267
 AW0267;                    North         East    Units  Estimated Accuracy
 AW0267;SPC TXSC     - 4,220,890.      918,820.      MT  (+/- 180 meters Scaled)
 AW0267
 AW0267                          SUPERSEDED SURVEY CONTROL
 AW0267
 AW0267  NGVD 29 (12/23/87)   34.144  (m)          112.02   (f) ADJUSTED    1 1
 AW0267
 AW0267.Superseded values are not recommended for survey control.
 AW0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0267.See file dsdata.txt to determine how the superseded data were derived.
 AW0267
 AW0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN387981(NAD 83)
 AW0267_MARKER: DB = BENCH MARK DISK
 AW0267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0267_SP_SET: HEADWALL
 AW0267_STAMPING: Z 1148 1959
 AW0267_MARK LOGO: CGS   
 AW0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0267+STABILITY: SURFACE MOTION
 AW0267
 AW0267  HISTORY     - Date     Condition        Report By
 AW0267  HISTORY     - 1959     MONUMENTED       CGS
 AW0267  HISTORY     - 1973     GOOD             NGS
 AW0267  HISTORY     - 1976     GOOD             NGS
 AW0267  HISTORY     - 1976     GOOD             NGS
 AW0267  HISTORY     - 1978     GOOD             NGS
 AW0267  HISTORY     - 1986     GOOD             NGS
 AW0267  HISTORY     - 19950905 GOOD             USPSQD
 AW0267  HISTORY     - 20040413 GOOD             USPSQD
 AW0267
 AW0267                          STATION DESCRIPTION
 AW0267
 AW0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0267'3.4 MI W FROM ADDICKS.
 AW0267'ABOUT 3.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0267'OVERPASS OVER STATE HWY. 6 AT ADDICKS, ABOUT 0.35 MILE WEST OF A
 AW0267'PRIVATE DIRT ROAD LEADING NORTH TO A FARMHOUSE, 65 1/2 FEET SOUTH OF
 AW0267'THE RAILROAD TRACKS, 19 FEET NORTH OF THE CENTER LINE OF OLD US
 AW0267'HIGHWAY 90 ACCESS ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH
 AW0267'HEADWALL OF A 10-FOOT BOX CULVERT, ABOUT 0.4 FOOT ABOVE THE LEVEL OF
 AW0267'THE ROAD.
 AW0267
 AW0267                          STATION RECOVERY (1976)
 AW0267
 AW0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0267'RECOVERED IN GOOD CONDITION.
 AW0267
 AW0267                          STATION RECOVERY (1976)
 AW0267
 AW0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0267'RECOVERED IN GOOD CONDITION.
 AW0267
 AW0267                          STATION RECOVERY (1978)
 AW0267
 AW0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0267'RECOVERED IN GOOD CONDITION.
 AW0267
 AW0267                          STATION RECOVERY (1986)
 AW0267
 AW0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0267'RECOVERED IN GOOD CONDITION.
 AW0267
 AW0267                          STATION RECOVERY (1995)
 AW0267
 AW0267'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0267'RECOVERED IN GOOD CONDITION.
 AW0267
 AW0267                          STATION RECOVERY (2004)
 AW0267
 AW0267'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0222 ***********************************************************************
 AW0222  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0222  DESIGNATION -  Z 1149
 AW0222  PID         -  AW0222
 AW0222  STATE/COUNTY-  TX/HARRIS
 AW0222  USGS QUAD   -  SETTEGAST (1995)
 AW0222
 AW0222                         *CURRENT SURVEY CONTROL
 AW0222  ___________________________________________________________________
 AW0222* NAD 83(1993)-  29 48 46.41656(N)    095 21 01.60672(W)     ADJUSTED  
 AW0222* NAVD 88     -        17.18   (meters)      56.4    (feet)  GPS OBS   
 AW0222  ___________________________________________________________________
 AW0222  X           -    -516,458.143 (meters)                     COMP
 AW0222  Y           -  -5,514,457.243 (meters)                     COMP
 AW0222  Z           -   3,152,389.635 (meters)                     COMP
 AW0222  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW0222  ELLIP HEIGHT-         -10.13  (meters)          (12/03/01) GPS OBS
 AW0222  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW0222  DYNAMIC HT  -          17.15  (meters)      56.3   (feet)  COMP
 AW0222  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 AW0222  OBS GRAVITY -     979,289.7   (mgal)                       GRAV_OBS
 AW0222
 AW0222  HORZ ORDER  -  FIRST
 AW0222  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0222  ELLP ORDER  -  FOURTH    CLASS II
 AW0222
 AW0222.The horizontal coordinates were established by GPS observations
 AW0222.and adjusted by the National Geodetic Survey in December 2001..
 AW0222
 AW0222.The orthometric height was determined by GPS observations and a
 AW0222.high-resolution geoid model using precise GPS observation and
 AW0222.processing techniques. It supersedes the leveled height previously
 AW0222.determined for this station.
 AW0222.The vertical order pertains to the first NAVD 88 superseded value.
 AW0222
 AW0222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0222
 AW0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0222
 AW0222.The ellipsoidal height was determined by GPS observations
 AW0222.and is referenced to NAD 83.
 AW0222
 AW0222.The geoid height was determined by GEOID03.
 AW0222
 AW0222.The dynamic height is computed by dividing the NAVD 88
 AW0222.geopotential number by the normal gravity value computed on the
 AW0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0222.degrees latitude (g = 980.6199 gals.).
 AW0222
 AW0222.The modeled gravity was interpolated from observed gravity values.
 AW0222.The observed gravity was obtained from relative gravimeter ties
 AW0222.to the IGSN71 gravity network.
 AW0222
 AW0222;                    North         East     Units Scale Factor Converg.
 AW0222;SPC TXSC     - 4,224,893.456   952,697.295   MT  0.99989793   +1 47 16.7
 AW0222;SPC TXSC     -13,861,171.28  3,125,641.04   sFT  0.99989793   +1 47 16.7
 AW0222;UTM  15      - 3,300,369.975   272,848.387   MT  1.00023667   -1 10 08.7
 AW0222
 AW0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0222!SPC TXSC     -   1.00000159  x   0.99989793  =   0.99989952
 AW0222!UTM  15      -   1.00000159  x   1.00023667  =   1.00023826
 AW0222
 AW0222                          SUPERSEDED SURVEY CONTROL
 AW0222
 AW0222  ELLIP H (10/25/00)  -10.14   (m)                       GP(       ) 4 1
 AW0222  NAD 83(1993)-  29 48 46.41700(N)    095 21 01.60589(W) AD(       ) 1
 AW0222  ELLIP H (10/17/96)  -10.01   (m)                       GP(       ) 3 1
 AW0222  NAVD 88 (07/26/02)   17.163  (m)           56.31   (f) ADJUSTED    1 1
 AW0222  NAVD 88 (09/11/96)   17.171  (m)           56.34   (f) UNKNOWN     1 1
 AW0222  NAVD 88 (06/15/91)   17.306  (m)           56.78   (f) UNKNOWN     1 1
 AW0222  NGVD 29 (12/23/87)   17.303  (m)           56.77   (f) ADJUSTED    1 1
 AW0222
 AW0222.Superseded values are not recommended for survey control.
 AW0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0222.See file dsdata.txt to determine how the superseded data were derived.
 AW0222
 AW0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7284800370(NAD 83)
 AW0222_MARKER: DB = BENCH MARK DISK
 AW0222_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0222_SP_SET: UNDERPASS ABUTMENT
 AW0222_STAMPING: Z 1149 1959
 AW0222_MARK LOGO: CGS   
 AW0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0222+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW0222
 AW0222  HISTORY     - Date     Condition        Report By
 AW0222  HISTORY     - 1959     MONUMENTED       CGS
 AW0222  HISTORY     - 1972     GOOD             NGS
 AW0222  HISTORY     - 1978     GOOD             NGS
 AW0222  HISTORY     - 1978     GOOD             NGS
 AW0222  HISTORY     - 1986     GOOD             NGS
 AW0222  HISTORY     - 19950419 GOOD             HGCSD
 AW0222  HISTORY     - 19951007 GOOD             CHANCE
 AW0222  HISTORY     - 19960204 GOOD             NGS
 AW0222  HISTORY     - 20040927 GOOD             USPSQD
 AW0222
 AW0222                          STATION DESCRIPTION
 AW0222
 AW0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0222'3.9 MI N FROM HOUSTON.
 AW0222'ABOUT 2.8 MILES NORTHEAST AND NORTH ALONG THE SOUTHERN PACIFIC
 AW0222'RAILROAD FROM THE SOUTHERN PACIFIC RAILROAD STATION, THENCE 1.1 MILES
 AW0222'NORTH ALONG THE MISSOURI-PACIFIC RAILROAD AT THE NORTH LOOP 137
 AW0222'UNDERPASS, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 AW0222'ABUTMENT OF THE UNDERPASS, 25 1/2 FEET NORTH OF THE NORTH CORNER OF A
 AW0222'SMALL BRICK BUILDING, 8.2 FEET WEST OF THE WEST RAIL, 0.7 FOOT EAST OF
 AW0222'THE WEST END OF THE SOUTH ABUTMENT, AND ABOUT 1 FOOT BELOW THE LEVEL
 AW0222'OF THE RAIL.
 AW0222
 AW0222                          STATION RECOVERY (1978)
 AW0222
 AW0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0222'RECOVERED IN GOOD CONDITION.
 AW0222
 AW0222                          STATION RECOVERY (1978)
 AW0222
 AW0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0222'RECOVERED IN GOOD CONDITION.
 AW0222
 AW0222                          STATION RECOVERY (1986)
 AW0222
 AW0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0222'RECOVERED IN GOOD CONDITION.
 AW0222
 AW0222                          STATION RECOVERY (1995)
 AW0222
 AW0222'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0222'RECOVERED AS DESCRIBED.
 AW0222
 AW0222                          STATION RECOVERY (1995)
 AW0222
 AW0222'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0222'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AW0222'POINT IS IN RAILWAY BRIDGE ABOVE KELLEY STREET AND BELOW HWY 610
 AW0222'OVERPASS.  ADDITIONAL TIES FOLLOW.  7.2 FT (2.2 M) WEST OF THE WEST
 AW0222'RAIL.  13 FT (4.0 M) NORTH OF RAILWAY SIGNAL POST.
 AW0222
 AW0222                          STATION RECOVERY (1996)
 AW0222
 AW0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0222'IN HOUSTON, AT THE INTERSECTION OF KELLY STREET AND THE HOUSTON BELT
 AW0222'TERMINAL RAILROAD, IN TOP OF AND 1.4 M (4.6 FT) EAST OF THE WEST END
 AW0222'OF THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE STREET,
 AW0222'39.5 M (129.6 FT) NORTH OF THE CENTER OF INTERSTATE HIGHWAY 610
 AW0222'OVERPASS OF THE RAILROAD, 20.5 M (67.3 FT) SOUTH OF THE CENTER OF THE
 AW0222'EASTBOUND LANES OF THE STREET, 4.0 M (13.1 FT) NORTH OF A SIGNAL POST,
 AW0222'2.4 M (7.9 FT) WEST OF THE NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE
 AW0222'LEVEL OF THE RAIL.
 AW0222
 AW0222                          STATION RECOVERY (2004)
 AW0222
 AW0222'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0004 ***********************************************************************
 DO0004  DESIGNATION -  Z 114=951 USGS
 DO0004  PID         -  DO0004
 DO0004  STATE/COUNTY-  TX/WICHITA
 DO0004  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0004
 DO0004                         *CURRENT SURVEY CONTROL
 DO0004  ___________________________________________________________________
 DO0004* NAD 83(1986)-  33 54 43.     (N)    098 29 20.     (W)     SCALED    
 DO0004* NAVD 88     -       290.002  (meters)     951.45   (feet)  ADJUSTED  
 DO0004  ___________________________________________________________________
 DO0004  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DO0004  DYNAMIC HT  -         289.684 (meters)     950.40  (feet)  COMP
 DO0004  MODELED GRAV-     979,531.2   (mgal)                       NAVD 88
 DO0004
 DO0004  VERT ORDER  -  FIRST     CLASS II
 DO0004
 DO0004.The horizontal coordinates were scaled from a topographic map and have
 DO0004.an estimated accuracy of +/- 6 seconds.
 DO0004
 DO0004.The orthometric height was determined by differential leveling
 DO0004.and adjusted by the National Geodetic Survey in June 1991..
 DO0004
 DO0004.The geoid height was determined by GEOID03.
 DO0004
 DO0004.The dynamic height is computed by dividing the NAVD 88
 DO0004.geopotential number by the normal gravity value computed on the
 DO0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0004.degrees latitude (g = 980.6199 gals.).
 DO0004
 DO0004.The modeled gravity was interpolated from observed gravity values.
 DO0004
 DO0004;                    North         East    Units  Estimated Accuracy
 DO0004;SPC TXNC     - 2,248,990.      601,030.      MT  (+/- 180 meters Scaled)
 DO0004
 DO0004                          SUPERSEDED SURVEY CONTROL
 DO0004
 DO0004  NGVD 29 (??/??/92)  289.923  (m)          951.19   (f) ADJ UNCH    1 2
 DO0004
 DO0004.Superseded values are not recommended for survey control.
 DO0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0004.See file dsdata.txt to determine how the superseded data were derived.
 DO0004
 DO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC472525(NAD 83)
 DO0004_MARKER: DD = SURVEY DISK
 DO0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0004_SP_SET: SHELF
 DO0004_STAMPING: 951.189 Z 114 1933
 DO0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0004
 DO0004  HISTORY     - Date     Condition        Report By
 DO0004  HISTORY     - 1933     MONUMENTED       USGS
 DO0004  HISTORY     - 1964     GOOD             NGS
 DO0004  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0004  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0004
 DO0004                          STATION DESCRIPTION
 DO0004
 DO0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DO0004'IN WICHITA FALLS.
 DO0004'AT WICHITA FALLS, WICHITA COUNTY, AT THE CORNER OF OHIO STREET AND
 DO0004'NINTH STREET, IN THE RAISED SHELF ALONG THE SOUTHEAST SIDE OF THE
 DO0004'POLICE STATION, 20 FEET SOUTHWEST OF THE EAST CORNER OF THE BUILDING,
 DO0004'ON THE NORTHWEST SIDE AND ABOUT 2 FEET ABOVE THE SIDE WALK, LEADING
 DO0004'SOUTHWEST BETWEEN THE BUILDINGS.  A U.S. GEOLOGICAL SURVEY BRONZE
 DO0004'DISK, STAMPED 951.189 Z 114 1933, IS CEMENTED IN A DRILL HOLE FLUSH
 DO0004'WITH THE CONCRETE.
 DO0004
 DO0004                          STATION RECOVERY (1984)
 DO0004
 DO0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0004'THIS AREA IS NOW A PAVED PARKING LOT.
 DO0004
 DO0004                          STATION RECOVERY (2001)
 DO0004
 DO0004'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2194 ***********************************************************************
 CS2194  DESIGNATION -  Z 115
 CS2194  PID         -  CS2194
 CS2194  STATE/COUNTY-  TX/SOMERVELL
 CS2194  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2194
 CS2194                         *CURRENT SURVEY CONTROL
 CS2194  ___________________________________________________________________
 CS2194* NAD 83(1986)-  32 12 04.     (N)    097 44 51.     (W)     SCALED    
 CS2194* NAVD 88     -       244.919  (meters)     803.54   (feet)  ADJUSTED  
 CS2194  ___________________________________________________________________
 CS2194  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS2194  DYNAMIC HT  -         244.618 (meters)     802.55  (feet)  COMP
 CS2194  MODELED GRAV-     979,405.6   (mgal)                       NAVD 88
 CS2194
 CS2194  VERT ORDER  -  SECOND    CLASS 0
 CS2194
 CS2194.The horizontal coordinates were scaled from a topographic map and have
 CS2194.an estimated accuracy of +/- 6 seconds.
 CS2194
 CS2194.The orthometric height was determined by differential leveling
 CS2194.and adjusted by the National Geodetic Survey in June 1991..
 CS2194
 CS2194.The geoid height was determined by GEOID03.
 CS2194
 CS2194.The dynamic height is computed by dividing the NAVD 88
 CS2194.geopotential number by the normal gravity value computed on the
 CS2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2194.degrees latitude (g = 980.6199 gals.).
 CS2194
 CS2194.The modeled gravity was interpolated from observed gravity values.
 CS2194
 CS2194;                    North         East    Units  Estimated Accuracy
 CS2194;SPC TXNC     - 2,059,520.      670,950.      MT  (+/- 180 meters Scaled)
 CS2194
 CS2194                          SUPERSEDED SURVEY CONTROL
 CS2194
 CS2194  NGVD 29 (??/??/92)  244.882  (m)          803.42   (f) ADJ UNCH    2 0
 CS2194
 CS2194.Superseded values are not recommended for survey control.
 CS2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2194.See file dsdata.txt to determine how the superseded data were derived.
 CS2194
 CS2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA180634(NAD 83)
 CS2194_MARKER: DB = BENCH MARK DISK
 CS2194_SETTING: 66 = SET IN ROCK OUTCROP
 CS2194_SP_SET: BEDROCK
 CS2194_STAMPING: Z 115 1933 803.417
 CS2194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2194+STABILITY: POSITION/ELEVATION WELL
 CS2194
 CS2194  HISTORY     - Date     Condition        Report By
 CS2194  HISTORY     - 1933     MONUMENTED       CGS
 CS2194  HISTORY     - 1952     GOOD             NGS
 CS2194  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS2194  HISTORY     - 1982     GOOD             NGS
 CS2194  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2194  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 CS2194
 CS2194                          STATION DESCRIPTION
 CS2194
 CS2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2194'2.5 MI S FROM GLEN ROSE.
 CS2194'ABOUT 2 1/2 MILES SOUTH ALONG STATE HIGHWAY 144, FROM THE COURTHOUSE
 CS2194'AT GLEN ROSE, 140 FEET SOUTH OF A CULVERT, 65 FEET EAST OF THE
 CS2194'CENTERLINE OF THE HIGHWAY AND 16 FEET EAST OF THE EAST RIGHT-OF-WAY
 CS2194'FENCE, IN THE NORTH END OF A FLAT OUTCROP ALONG THE EDGE OF THE BRUSH.
 CS2194'A STANDARD DISK STAMPED Z 115 1933 803.417.
 CS2194
 CS2194                          STATION RECOVERY (1965)
 CS2194
 CS2194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS2194'MARK NOT FOUND.
 CS2194
 CS2194                          STATION RECOVERY (1982)
 CS2194
 CS2194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CS2194'THE PLANK BRIDGE WHICH IS NO LONGER THERE HAVING BEEN REPLACED BY A
 CS2194'CULVERT.
 CS2194
 CS2194                          STATION RECOVERY (1999)
 CS2194
 CS2194'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2194'MARK NOT FOUND.
 CS2194
 CS2194                          STATION RECOVERY (2001)
 CS2194
 CS2194'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS2194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1161 ***********************************************************************
 BL1161  DESIGNATION -  Z 1150
 BL1161  PID         -  BL1161
 BL1161  STATE/COUNTY-  TX/MONTGOMERY
 BL1161  USGS QUAD   -  CONROE (1976)
 BL1161
 BL1161                         *CURRENT SURVEY CONTROL
 BL1161  ___________________________________________________________________
 BL1161* NAD 83(1986)-  30 18 02.     (N)    095 27 52.     (W)     SCALED    
 BL1161* NAVD 88     -        55.29   (+/-2cm)     181.4    (feet)  VERTCON   
 BL1161  ___________________________________________________________________
 BL1161  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL1161
 BL1161  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1161
 BL1161.The horizontal coordinates were scaled from a topographic map and have
 BL1161.an estimated accuracy of +/- 6 seconds.
 BL1161
 BL1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1161.The vertical order pertains to the NGVD 29 superseded value.
 BL1161
 BL1161.The geoid height was determined by GEOID03.
 BL1161
 BL1161;                    North         East    Units  Estimated Accuracy
 BL1161;SPC TX C     - 3,080,520.    1,168,190.      MT  (+/- 180 meters Scaled)
 BL1161
 BL1161                          SUPERSEDED SURVEY CONTROL
 BL1161
 BL1161  NGVD 29 (??/??/92)   55.292  (m)          181.40   (f) ADJ UNCH    1 2
 BL1161
 BL1161.Superseded values are not recommended for survey control.
 BL1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1161.See file dsdata.txt to determine how the superseded data were derived.
 BL1161
 BL1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP629546(NAD 83)
 BL1161_MARKER: DB = BENCH MARK DISK
 BL1161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1161_SP_SET: PLATFORM
 BL1161_STAMPING: Z 1150 1959
 BL1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1161
 BL1161  HISTORY     - Date     Condition        Report By
 BL1161  HISTORY     - 1959     MONUMENTED       CGS
 BL1161  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1161
 BL1161                          STATION DESCRIPTION
 BL1161
 BL1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BL1161'1.05 MI SW FROM CONROE.
 BL1161'ABOUT 0.25 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BL1161'FROM THE STATION AT CONROE, THENCE ABOUT 0.4 MILE SOUTH ALONG U. S.
 BL1161'HIGHWAY 75, THENCE ABOUT 0.05 MILE SOUTHWEST ALONG SHADY GROVE ROAD,
 BL1161'THENCE ABOUT 0.35 MILE SOUTHWEST ALONG A PRIVATE ROAD, IN THE TOP OF
 BL1161'THE NORTHWEST CORNER OF A CONCRETE PLATFORM ON THE WEST SIDE OF A
 BL1161'SMALL PUMP HOUSE, 173 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15
 BL1161'FEET WEST OF THE NORTHWEST CORNER OF THE PUMP HOUSE, AND ABOUT 3 FEET
 BL1161'ABOVE THE GROUND.
 BL1161
 BL1161                          STATION RECOVERY (1973)
 BL1161
 BL1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0663 ***********************************************************************
 CT0663  DESIGNATION -  Z 1152
 CT0663  PID         -  CT0663
 CT0663  STATE/COUNTY-  TX/TAYLOR
 CT0663  USGS QUAD   -  TUSCOLA (1967)
 CT0663
 CT0663                         *CURRENT SURVEY CONTROL
 CT0663  ___________________________________________________________________
 CT0663* NAD 83(1986)-  32 07 39.     (N)    099 51 58.     (W)     SCALED    
 CT0663* NAVD 88     -       611.782  (meters)    2007.15   (feet)  ADJUSTED  
 CT0663  ___________________________________________________________________
 CT0663  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CT0663  DYNAMIC HT  -         610.982 (meters)    2004.53  (feet)  COMP
 CT0663  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 CT0663
 CT0663  VERT ORDER  -  SECOND    CLASS 0
 CT0663
 CT0663.The horizontal coordinates were scaled from a topographic map and have
 CT0663.an estimated accuracy of +/- 6 seconds.
 CT0663
 CT0663.The orthometric height was determined by differential leveling
 CT0663.and adjusted by the National Geodetic Survey in June 1991..
 CT0663
 CT0663.The geoid height was determined by GEOID03.
 CT0663
 CT0663.The dynamic height is computed by dividing the NAVD 88
 CT0663.geopotential number by the normal gravity value computed on the
 CT0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0663.degrees latitude (g = 980.6199 gals.).
 CT0663
 CT0663.The modeled gravity was interpolated from observed gravity values.
 CT0663
 CT0663;                    North         East    Units  Estimated Accuracy
 CT0663;SPC TXNC     - 2,051,940.      471,090.      MT  (+/- 180 meters Scaled)
 CT0663
 CT0663                          SUPERSEDED SURVEY CONTROL
 CT0663
 CT0663  NGVD 29 (??/??/92)  611.646  (m)         2006.71   (f) ADJ UNCH    2 0
 CT0663
 CT0663.Superseded values are not recommended for survey control.
 CT0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0663.See file dsdata.txt to determine how the superseded data were derived.
 CT0663
 CT0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA183548(NAD 83)
 CT0663_MARKER: DB = BENCH MARK DISK
 CT0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0663_STAMPING: Z 1152 1961
 CT0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0663+STABILITY: SURFACE MOTION
 CT0663
 CT0663  HISTORY     - Date     Condition        Report By
 CT0663  HISTORY     - 1961     MONUMENTED       CGS
 CT0663  HISTORY     - 1982     GOOD             NGS
 CT0663  HISTORY     - 19940708 GOOD             USPSQD
 CT0663
 CT0663                          STATION DESCRIPTION
 CT0663
 CT0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0663'3.0 MI NE FROM BRADSHAW.
 CT0663'0.1 MILES SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0663'BRADSHAW, THENCE 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 83, 42 FEET
 CT0663'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 39 FEET SOUTHEAST OF
 CT0663'THE EAST RAIL, 36 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 18
 CT0663'FEET NORTHEAST OF A TELEPHONE POLE, 6 FEET SOUTH OF A POWER POLE, 2
 CT0663'FEET BELOW THE LEVEL OF U.S. HIGHWAY 83, 3 FEET NORTHEAST OF A METAL
 CT0663'WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 4
 CT0663'FEET IN THE GROUND AND PROJECTING 5 INCHES ABOVE THE GROUND.
 CT0663
 CT0663                          STATION RECOVERY (1982)
 CT0663
 CT0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0663'ADD: 0.3 M (1.0 FT) NE OF A WITNESS POST.
 CT0663
 CT0663                          STATION RECOVERY (1994)
 CT0663
 CT0663'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0248 ***********************************************************************
 CU0248  DESIGNATION -  Z 1157
 CU0248  PID         -  CU0248
 CU0248  STATE/COUNTY-  TX/TAYLOR
 CU0248  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0248
 CU0248                         *CURRENT SURVEY CONTROL
 CU0248  ___________________________________________________________________
 CU0248* NAD 83(1986)-  32 17 28.     (N)    100 06 12.     (W)     SCALED    
 CU0248* NAVD 88     -       748.118  (meters)    2454.45   (feet)  ADJUSTED  
 CU0248  ___________________________________________________________________
 CU0248  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0248  DYNAMIC HT  -         747.115 (meters)    2451.16  (feet)  COMP
 CU0248  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 CU0248
 CU0248  VERT ORDER  -  SECOND    CLASS 0
 CU0248
 CU0248.The horizontal coordinates were scaled from a topographic map and have
 CU0248.an estimated accuracy of +/- 6 seconds.
 CU0248
 CU0248.The orthometric height was determined by differential leveling
 CU0248.and adjusted by the National Geodetic Survey in June 1991..
 CU0248
 CU0248.The geoid height was determined by GEOID03.
 CU0248
 CU0248.The dynamic height is computed by dividing the NAVD 88
 CU0248.geopotential number by the normal gravity value computed on the
 CU0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0248.degrees latitude (g = 980.6199 gals.).
 CU0248
 CU0248.The modeled gravity was interpolated from observed gravity values.
 CU0248
 CU0248;                    North         East    Units  Estimated Accuracy
 CU0248;SPC TXNC     - 2,070,400.      448,990.      MT  (+/- 180 meters Scaled)
 CU0248
 CU0248                          SUPERSEDED SURVEY CONTROL
 CU0248
 CU0248  NGVD 29 (??/??/92)  747.915  (m)         2453.78   (f) ADJ UNCH    2 0
 CU0248
 CU0248.Superseded values are not recommended for survey control.
 CU0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0248.See file dsdata.txt to determine how the superseded data were derived.
 CU0248
 CU0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA961732(NAD 83)
 CU0248_MARKER: DB = BENCH MARK DISK
 CU0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0248_STAMPING: Z 1157 1961
 CU0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0248+STABILITY: SURFACE MOTION
 CU0248
 CU0248  HISTORY     - Date     Condition        Report By
 CU0248  HISTORY     - 1961     MONUMENTED       CGS
 CU0248  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0248
 CU0248                          STATION DESCRIPTION
 CU0248
 CU0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0248'17.5 MI W FROM VIEW.
 CU0248'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0248'AT VIEW, THENCE 8.6 MILES NORTHWEST ALONG A GRAVEL ROAD, 50 FEET WEST
 CU0248'OF THE CENTER LINE OF THE ROAD, 38 FEET NORTH OF THE CENTER LINE OF A
 CU0248'ROAD INTO A RANCH, 27 FEET NORTH OF A FENCE CORNER, 13 FEET NORTH OF A
 CU0248'POWER POLE WITH TWO GUYWIRES, 1 FOOT EAST OF A FENCE, 1 FOOT ABOVE THE
 CU0248'LEVEL OF THE ROAD, 4.6 FEET NORTH OF A METAL WITNESS POST WITH SIGN,
 CU0248'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND
 CU0248'AND FLUSH WITH THE GROUND.
 CU0248
 CU0248                          STATION RECOVERY (1994)
 CU0248
 CU0248'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0485 ***********************************************************************
 CT0485  DESIGNATION -  Z 1158
 CT0485  PID         -  CT0485
 CT0485  STATE/COUNTY-  TX/TAYLOR
 CT0485  USGS QUAD   -  LAWN (1967)
 CT0485
 CT0485                         *CURRENT SURVEY CONTROL
 CT0485  ___________________________________________________________________
 CT0485* NAD 83(1986)-  32 07 38.     (N)    099 44 26.     (W)     SCALED    
 CT0485* NAVD 88     -       581.220  (meters)    1906.89   (feet)  ADJUSTED  
 CT0485  ___________________________________________________________________
 CT0485  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CT0485  DYNAMIC HT  -         580.461 (meters)    1904.40  (feet)  COMP
 CT0485  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 CT0485
 CT0485  VERT ORDER  -  FIRST     CLASS II
 CT0485
 CT0485.The horizontal coordinates were scaled from a topographic map and have
 CT0485.an estimated accuracy of +/- 6 seconds.
 CT0485
 CT0485.The orthometric height was determined by differential leveling
 CT0485.and adjusted by the National Geodetic Survey in June 1991..
 CT0485
 CT0485.The geoid height was determined by GEOID03.
 CT0485
 CT0485.The dynamic height is computed by dividing the NAVD 88
 CT0485.geopotential number by the normal gravity value computed on the
 CT0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0485.degrees latitude (g = 980.6199 gals.).
 CT0485
 CT0485.The modeled gravity was interpolated from observed gravity values.
 CT0485
 CT0485;                    North         East    Units  Estimated Accuracy
 CT0485;SPC TXNC     - 2,051,760.      482,940.      MT  (+/- 180 meters Scaled)
 CT0485
 CT0485                          SUPERSEDED SURVEY CONTROL
 CT0485
 CT0485  NGVD 29 (??/??/92)  581.096  (m)         1906.48   (f) ADJ UNCH    1 2
 CT0485
 CT0485.Superseded values are not recommended for survey control.
 CT0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0485.See file dsdata.txt to determine how the superseded data were derived.
 CT0485
 CT0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA301547(NAD 83)
 CT0485_MARKER: DB = BENCH MARK DISK
 CT0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0485_SP_SET: BRIDGE
 CT0485_STAMPING: Z 1158 1961
 CT0485_MARK LOGO: CGS   
 CT0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0485
 CT0485  HISTORY     - Date     Condition        Report By
 CT0485  HISTORY     - 1961     MONUMENTED       CGS
 CT0485  HISTORY     - 1967     GOOD             NGS
 CT0485  HISTORY     - 1982     GOOD             NGS
 CT0485  HISTORY     - 19940718 GOOD             USPSQD
 CT0485
 CT0485                          STATION DESCRIPTION
 CT0485
 CT0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CT0485'0.5 MI SE FROM LAWN.
 CT0485'0.5 MILES SOUTHEAST ALONG THE SANTA FE RAILROAD FROM THE STATION AT
 CT0485'LAWN, 5 POLES SOUTHEAST OF MILEPOST 409, 6 FT. WEST OF THE WEST RAIL,
 CT0485'1 FOOT BELOW THE TRACKS, SET IN THE NORTHWEST CORNER OF THE NORTH
 CT0485'HEADWALL OF A CONCRETE BRIDGE.  A STANDARD DISK.
 CT0485
 CT0485                          STATION RECOVERY (1982)
 CT0485
 CT0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0485'0.8 KM (0.5 MI) SOUTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CT0485'RAILROAD FROM ITS JUNCTION WITH U.S. HIGHWAY 84 AND FARM ROAD 604 IN
 CT0485'LAWN, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 409, IN TOP OF THE
 CT0485'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A RAILROAD BRIDGE OVER RED
 CT0485'BANK CREEK AND 2.0 METERS (6.6 FT) SOUTHWEST OF THE NEAR RAIL.
 CT0485'THE MARK IS 0.3 M BELOW THE TRACKS.
 CT0485
 CT0485                          STATION RECOVERY (1994)
 CT0485
 CT0485'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0760 ***********************************************************************
 CT0760  DESIGNATION -  Z 1159
 CT0760  PID         -  CT0760
 CT0760  STATE/COUNTY-  TX/TAYLOR
 CT0760  USGS QUAD   -  HAMBY (1987)
 CT0760
 CT0760                         *CURRENT SURVEY CONTROL
 CT0760  ___________________________________________________________________
 CT0760* NAD 83(1986)-  32 30 39.     (N)    099 37 50.     (W)     SCALED    
 CT0760* NAVD 88     -       530.220  (meters)    1739.56   (feet)  ADJUSTED  
 CT0760  ___________________________________________________________________
 CT0760  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CT0760  DYNAMIC HT  -         529.534 (meters)    1737.31  (feet)  COMP
 CT0760  MODELED GRAV-     979,327.7   (mgal)                       NAVD 88
 CT0760
 CT0760  VERT ORDER  -  SECOND    CLASS 0
 CT0760
 CT0760.The horizontal coordinates were scaled from a topographic map and have
 CT0760.an estimated accuracy of +/- 6 seconds.
 CT0760
 CT0760.The orthometric height was determined by differential leveling
 CT0760.and adjusted by the National Geodetic Survey in June 1991..
 CT0760
 CT0760.The geoid height was determined by GEOID03.
 CT0760
 CT0760.The dynamic height is computed by dividing the NAVD 88
 CT0760.geopotential number by the normal gravity value computed on the
 CT0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0760.degrees latitude (g = 980.6199 gals.).
 CT0760
 CT0760.The modeled gravity was interpolated from observed gravity values.
 CT0760
 CT0760;                    North         East    Units  Estimated Accuracy
 CT0760;SPC TXNC     - 2,094,180.      493,780.      MT  (+/- 180 meters Scaled)
 CT0760
 CT0760                          SUPERSEDED SURVEY CONTROL
 CT0760
 CT0760  NGVD 29 (??/??/92)  530.081  (m)         1739.11   (f) ADJ UNCH    2 0
 CT0760
 CT0760.Superseded values are not recommended for survey control.
 CT0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0760.See file dsdata.txt to determine how the superseded data were derived.
 CT0760
 CT0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA407972(NAD 83)
 CT0760_MARKER: DB = BENCH MARK DISK
 CT0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0760_STAMPING: Z 1159 1961
 CT0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0760+STABILITY: SURFACE MOTION
 CT0760
 CT0760  HISTORY     - Date     Condition        Report By
 CT0760  HISTORY     - 1961     MONUMENTED       CGS
 CT0760  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0760
 CT0760                          STATION DESCRIPTION
 CT0760
 CT0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0760'5.4 MI N FROM ELMDALE.
 CT0760'5.4 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL, 0.5 MILE
 CT0760'SOUTHEAST OF A CROSSING, 39.6 FEET SOUTH OF A TELEPHONE POLE WITH ONE
 CT0760'GUY WIRE, 37 FEET EAST OF THE CENTER OF A PAVED ROAD, 15.3 FEET NORTH
 CT0760'OF THE CENTER OF A TRACK ROAD, 3.8 FEET NORTH OF A FENCE CORNER, 3.1
 CT0760'FEET NORTH OF A METAL WITNESS POST WITH SIGN, 1 FOOT WEST OF A FENCE,
 CT0760'SET IN TOP OF A CYLINDRICAL CONCRETE POST 2 FEET BELOW GROUND SURFACE,
 CT0760'COVERED WITH CARDBOARD OVER THE DISK AND FILLED WITH DIRT. BROKEN
 CT0760'GLASS IS MIXED WITH DIRT THE TOP 8 TO 10 INCHES FROM THE SURFACE.
 CT0760
 CT0760                          STATION RECOVERY (2001)
 CT0760
 CT0760'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0027 ***********************************************************************
 CA0027  DESIGNATION -  Z 116
 CA0027  PID         -  CA0027
 CA0027  STATE/COUNTY-  TX/HAMILTON
 CA0027  USGS QUAD   -  HICO (1979)
 CA0027
 CA0027                         *CURRENT SURVEY CONTROL
 CA0027  ___________________________________________________________________
 CA0027* NAD 83(1986)-  31 56 04.     (N)    098 04 19.     (W)     SCALED    
 CA0027* NAVD 88     -       342.003  (meters)    1122.05   (feet)  ADJUSTED  
 CA0027  ___________________________________________________________________
 CA0027  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CA0027  DYNAMIC HT  -         341.568 (meters)    1120.63  (feet)  COMP
 CA0027  MODELED GRAV-     979,359.6   (mgal)                       NAVD 88
 CA0027
 CA0027  VERT ORDER  -  SECOND    CLASS 0
 CA0027
 CA0027.The horizontal coordinates were scaled from a topographic map and have
 CA0027.an estimated accuracy of +/- 6 seconds.
 CA0027
 CA0027.The orthometric height was determined by differential leveling
 CA0027.and adjusted by the National Geodetic Survey in June 1991..
 CA0027
 CA0027.The geoid height was determined by GEOID03.
 CA0027
 CA0027.The dynamic height is computed by dividing the NAVD 88
 CA0027.geopotential number by the normal gravity value computed on the
 CA0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0027.degrees latitude (g = 980.6199 gals.).
 CA0027
 CA0027.The modeled gravity was interpolated from observed gravity values.
 CA0027
 CA0027;                    North         East    Units  Estimated Accuracy
 CA0027;SPC TX C     - 3,253,580.      913,830.      MT  (+/- 180 meters Scaled)
 CA0027
 CA0027                          SUPERSEDED SURVEY CONTROL
 CA0027
 CA0027  NGVD 29 (??/??/92)  341.929  (m)         1121.81   (f) ADJ UNCH    2 0
 CA0027
 CA0027.Superseded values are not recommended for survey control.
 CA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0027.See file dsdata.txt to determine how the superseded data were derived.
 CA0027
 CA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA877335(NAD 83)
 CA0027_MARKER: DB = BENCH MARK DISK
 CA0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0027_STAMPING: 1121.979 Z 116 1933
 CA0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0027+STABILITY: SURFACE MOTION
 CA0027
 CA0027  HISTORY     - Date     Condition        Report By
 CA0027  HISTORY     - 1933     MONUMENTED       CGS
 CA0027  HISTORY     - 1935     GOOD             NGS
 CA0027
 CA0027                          STATION DESCRIPTION
 CA0027
 CA0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0027'4.4 MI S FROM HICO.
 CA0027'4.4 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE POST OFFICE AT HICO,
 CA0027'HAMILTON COUNTY, 1.0 MILE WEST OF A SMALL BRIDGE, ABOUT 1/4 MILE SOUTH
 CA0027'OF THE JUNCTION OF A SIDE ROAD LEADING EAST, NEAR A DIVISION FENCE, ON
 CA0027'THE WEST SIDE OF THE HIGHWAY, AND AT THE RIGHT-OF-WAY FENCE AND SET IN
 CA0027'THE TOP OF A CONCRETE POST.
 CA0027
 CA0027                          STATION RECOVERY (1935)
 CA0027
 CA0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0761 ***********************************************************************
 CT0761  DESIGNATION -  Z 1160
 CT0761  PID         -  CT0761
 CT0761  STATE/COUNTY-  TX/TAYLOR
 CT0761  USGS QUAD   -  HAMBY (1987)
 CT0761
 CT0761                         *CURRENT SURVEY CONTROL
 CT0761  ___________________________________________________________________
 CT0761* NAD 83(1986)-  32 30 45.     (N)    099 37 50.     (W)     SCALED    
 CT0761* NAVD 88     -       529.123  (meters)    1735.96   (feet)  ADJUSTED  
 CT0761  ___________________________________________________________________
 CT0761  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CT0761  DYNAMIC HT  -         528.438 (meters)    1733.72  (feet)  COMP
 CT0761  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 CT0761
 CT0761  VERT ORDER  -  SECOND    CLASS 0
 CT0761
 CT0761.The horizontal coordinates were scaled from a topographic map and have
 CT0761.an estimated accuracy of +/- 6 seconds.
 CT0761
 CT0761.The orthometric height was determined by differential leveling
 CT0761.and adjusted by the National Geodetic Survey in June 1991..
 CT0761
 CT0761.The geoid height was determined by GEOID03.
 CT0761
 CT0761.The dynamic height is computed by dividing the NAVD 88
 CT0761.geopotential number by the normal gravity value computed on the
 CT0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0761.degrees latitude (g = 980.6199 gals.).
 CT0761
 CT0761.The modeled gravity was interpolated from observed gravity values.
 CT0761
 CT0761;                    North         East    Units  Estimated Accuracy
 CT0761;SPC TXNC     - 2,094,370.      493,780.      MT  (+/- 180 meters Scaled)
 CT0761
 CT0761                          SUPERSEDED SURVEY CONTROL
 CT0761
 CT0761  NGVD 29 (??/??/92)  528.983  (m)         1735.51   (f) ADJ UNCH    2 0
 CT0761
 CT0761.Superseded values are not recommended for survey control.
 CT0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0761.See file dsdata.txt to determine how the superseded data were derived.
 CT0761
 CT0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA407974(NAD 83)
 CT0761_MARKER: DB = BENCH MARK DISK
 CT0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0761_STAMPING: Z 1160 1961
 CT0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0761+STABILITY: SURFACE MOTION
 CT0761
 CT0761  HISTORY     - Date     Condition        Report By
 CT0761  HISTORY     - 1961     MONUMENTED       CGS
 CT0761  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0761
 CT0761                          STATION DESCRIPTION
 CT0761
 CT0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0761'5.55 MI N FROM ELMDALE.
 CT0761'5.55 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, 43.6
 CT0761'FEET SOUTH OF A TELEPHONE POLE, 28.8 FEET EAST OF THE CENTER OF A
 CT0761'PAVED ROAD, 16.2 FEET NORTH OF THE CENTER OF A TRACK ROAD LEADING INTO
 CT0761'A FIELD, 3 FEET NORTH OF A METAL WITNESS POST WITH SIGN, 2 FEET
 CT0761'NORTHWEST OF THE NORTH GATE POST, SET IN TOP OF A CONCRETE POST 2.6
 CT0761'FEET UNDER GROUND WITH CARDBOARD COVERING OVER THE DISK, FILLED WITH
 CT0761'DIRT, WITH BROKEN GLASS 8 INCHES UNDER THE SURFACE.
 CT0761
 CT0761                          STATION RECOVERY (2001)
 CT0761
 CT0761'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0411 ***********************************************************************
 CR0411  DESIGNATION -  Z 1161
 CR0411  PID         -  CR0411
 CR0411  STATE/COUNTY-  TX/SMITH
 CR0411  USGS QUAD   -  TYLER SOUTH (1973)
 CR0411
 CR0411                         *CURRENT SURVEY CONTROL
 CR0411  ___________________________________________________________________
 CR0411* NAD 83(1986)-  32 17 20.     (N)    095 19 43.     (W)     SCALED    
 CR0411* NAVD 88     -       149.610  (meters)     490.85   (feet)  ADJUSTED  
 CR0411  ___________________________________________________________________
 CR0411  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0411  DYNAMIC HT  -         149.433 (meters)     490.26  (feet)  COMP
 CR0411  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 CR0411
 CR0411  VERT ORDER  -  FIRST     CLASS II
 CR0411
 CR0411.The horizontal coordinates were scaled from a topographic map and have
 CR0411.an estimated accuracy of +/- 6 seconds.
 CR0411
 CR0411.The orthometric height was determined by differential leveling
 CR0411.and adjusted by the National Geodetic Survey in June 1991..
 CR0411
 CR0411.The geoid height was determined by GEOID03.
 CR0411
 CR0411.The dynamic height is computed by dividing the NAVD 88
 CR0411.geopotential number by the normal gravity value computed on the
 CR0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0411.degrees latitude (g = 980.6199 gals.).
 CR0411
 CR0411.The modeled gravity was interpolated from observed gravity values.
 CR0411
 CR0411;                    North         East    Units  Estimated Accuracy
 CR0411;SPC TXNC     - 2,073,510.      898,670.      MT  (+/- 180 meters Scaled)
 CR0411
 CR0411                          SUPERSEDED SURVEY CONTROL
 CR0411
 CR0411  NGVD 29 (??/??/92)  149.640  (m)          490.94   (f) ADJ UNCH    1 2
 CR0411
 CR0411.Superseded values are not recommended for survey control.
 CR0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0411.See file dsdata.txt to determine how the superseded data were derived.
 CR0411
 CR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR807748(NAD 83)
 CR0411_MARKER: DB = BENCH MARK DISK
 CR0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0411_STAMPING: Z 1161 1959
 CR0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0411+STABILITY: SURFACE MOTION
 CR0411
 CR0411  HISTORY     - Date     Condition        Report By
 CR0411  HISTORY     - 1959     MONUMENTED       CGS
 CR0411  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0411
 CR0411                          STATION DESCRIPTION
 CR0411
 CR0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0411'6.0 MI S FROM TYLER.
 CR0411'ABOUT 1.9 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0411'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, THENCE ABOUT 4.1 MILE
 CR0411'SOUTH ALONG A BRANCH LINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY, 63
 CR0411'FEET NORTHWEST AND ACROSS THE TRACKS FROM THE 1ST POLE NORTH OF
 CR0411'MILEPOST 552, 34 1/2 FEET WEST OF THE WEST RAIL, 59 FEET NORTHWEST OF
 CR0411'THE CENTER OF A ROAD CROSSING, 45 FEET NORTH OF THE CENTER LINE OF A
 CR0411'PRIVATE ROAD, 11 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A
 CR0411'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACKS, AND IN
 CR0411'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 CR0411
 CR0411                          STATION RECOVERY (1996)
 CR0411
 CR0411'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0814 ***********************************************************************
 CR0814  DESIGNATION -  Z 1162
 CR0814  PID         -  CR0814
 CR0814  STATE/COUNTY-  TX/WOOD
 CR0814  USGS QUAD   -  GOLDEN (1981)
 CR0814
 CR0814                         *CURRENT SURVEY CONTROL
 CR0814  ___________________________________________________________________
 CR0814* NAD 83(1986)-  32 44 11.     (N)    095 34 46.     (W)     SCALED    
 CR0814* NAVD 88     -       134.124  (meters)     440.04   (feet)  ADJUSTED  
 CR0814  ___________________________________________________________________
 CR0814  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CR0814  DYNAMIC HT  -         133.972 (meters)     439.54  (feet)  COMP
 CR0814  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 CR0814
 CR0814  VERT ORDER  -  FIRST     CLASS II
 CR0814
 CR0814.The horizontal coordinates were scaled from a topographic map and have
 CR0814.an estimated accuracy of +/- 6 seconds.
 CR0814
 CR0814.The orthometric height was determined by differential leveling
 CR0814.and adjusted by the National Geodetic Survey in June 1991..
 CR0814
 CR0814.The geoid height was determined by GEOID03.
 CR0814
 CR0814.The dynamic height is computed by dividing the NAVD 88
 CR0814.geopotential number by the normal gravity value computed on the
 CR0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0814.degrees latitude (g = 980.6199 gals.).
 CR0814
 CR0814.The modeled gravity was interpolated from observed gravity values.
 CR0814
 CR0814;                    North         East    Units  Estimated Accuracy
 CR0814;SPC TXNC     - 2,122,430.      873,680.      MT  (+/- 180 meters Scaled)
 CR0814
 CR0814                          SUPERSEDED SURVEY CONTROL
 CR0814
 CR0814  NGVD 29 (??/??/92)  134.146  (m)          440.11   (f) ADJ UNCH    1 2
 CR0814
 CR0814.Superseded values are not recommended for survey control.
 CR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0814.See file dsdata.txt to determine how the superseded data were derived.
 CR0814
 CR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS582250(NAD 83)
 CR0814_MARKER: DB = BENCH MARK DISK
 CR0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0814_STAMPING: Z 1162 1959
 CR0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0814+STABILITY: SURFACE MOTION
 CR0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0814+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0814
 CR0814  HISTORY     - Date     Condition        Report By
 CR0814  HISTORY     - 1959     MONUMENTED       CGS
 CR0814  HISTORY     - 19950808 GOOD             USPSQD
 CR0814  HISTORY     - 20050711 GOOD             USPSQD
 CR0814
 CR0814                          STATION DESCRIPTION
 CR0814
 CR0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0814'1.2 MI W FROM GOLDEN.
 CR0814'ABOUT 1.2 MILES WEST ALONG FARM ROAD 779 FROM THE JUNCTION WITH FARM
 CR0814'ROAD 1799 AT GOLDEN, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 242
 CR0814'FEET EAST OF THE CENTER LINE OF A NARROW PAVED ROAD LEADING NORTH,
 CR0814'ACROSS THE ROAD FROM A FARMHOUSE, 1 1/2 FEET SOUTH OF A FENCE, 1.5
 CR0814'FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 CR0814'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CR0814
 CR0814                          STATION RECOVERY (1995)
 CR0814
 CR0814'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0814'RECOVERED IN GOOD CONDITION.
 CR0814
 CR0814                          STATION RECOVERY (2005)
 CR0814
 CR0814'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0073 ***********************************************************************
 DN0073  DESIGNATION -  Z 1163
 DN0073  PID         -  DN0073
 DN0073  STATE/COUNTY-  TX/HUNT
 DN0073  USGS QUAD   -  GREENVILLE SE (1962)
 DN0073
 DN0073                         *CURRENT SURVEY CONTROL
 DN0073  ___________________________________________________________________
 DN0073* NAD 83(1986)-  33 03 16.     (N)    096 00 20.     (W)     SCALED    
 DN0073* NAVD 88     -       140.108  (meters)     459.67   (feet)  ADJUSTED  
 DN0073  ___________________________________________________________________
 DN0073  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DN0073  DYNAMIC HT  -         139.954 (meters)     459.17  (feet)  COMP
 DN0073  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 DN0073
 DN0073  VERT ORDER  -  FIRST     CLASS II
 DN0073
 DN0073.The horizontal coordinates were scaled from a topographic map and have
 DN0073.an estimated accuracy of +/- 6 seconds.
 DN0073
 DN0073.The orthometric height was determined by differential leveling
 DN0073.and adjusted by the National Geodetic Survey in June 1991..
 DN0073
 DN0073.The geoid height was determined by GEOID03.
 DN0073
 DN0073.The dynamic height is computed by dividing the NAVD 88
 DN0073.geopotential number by the normal gravity value computed on the
 DN0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0073.degrees latitude (g = 980.6199 gals.).
 DN0073
 DN0073.The modeled gravity was interpolated from observed gravity values.
 DN0073
 DN0073;                    North         East    Units  Estimated Accuracy
 DN0073;SPC TXNC     - 2,156,660.      832,920.      MT  (+/- 180 meters Scaled)
 DN0073
 DN0073                          SUPERSEDED SURVEY CONTROL
 DN0073
 DN0073  NGVD 29 (??/??/92)  140.105  (m)          459.66   (f) ADJ UNCH    1 2
 DN0073
 DN0073.Superseded values are not recommended for survey control.
 DN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0073.See file dsdata.txt to determine how the superseded data were derived.
 DN0073
 DN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB796613(NAD 83)
 DN0073_MARKER: DB = BENCH MARK DISK
 DN0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0073_STAMPING: Z 1163 1959
 DN0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0073+STABILITY: SURFACE MOTION
 DN0073
 DN0073  HISTORY     - Date     Condition        Report By
 DN0073  HISTORY     - 1959     MONUMENTED       CGS
 DN0073  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0073
 DN0073                          STATION DESCRIPTION
 DN0073
 DN0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0073'9.25 MI SE FROM GREENVILLE.
 DN0073'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0073'FROM THE STATION AT GREENVILLE, THENCE ABOUT 6.75 MILES SOUTHEAST
 DN0073'ALONG U. S. HIGHWAY 69 TO THE JAKE HALL SERVICE STATION AND STORE,
 DN0073'THENCE ABOUT 0.75 MILE EAST ALONG A PRIVATE PAVED ROAD TO A FARMHOUSE,
 DN0073'THENCE ABOUT 0.25 MILE SOUTHEAST ALONG AN OLD RAILROAD GRADE, OR ABOUT
 DN0073'3.1 MILES NORTHWEST ALONG THE NEW U. S. HIGHWAY 69 FROM THE JUNCTION
 DN0073'OF FARM ROAD 1567 AT LONE OAK, THENCE ABOUT 0.8 MILE NORTH ALONG A
 DN0073'GRADED DIRT ROAD, THENCE ABOUT 2.3 MILE NORTHWEST ALONG AN OLD
 DN0073'RAILROAD GRADE, 46 FEET NORTHEAST OF THE CENTER LINE OF THE OLD
 DN0073'RAILROAD GRADE, AT THE SOUTHEAST END OF AN OLD TRESTLE, 33 FEET
 DN0073'SOUTHWEST OF A TWIN MESQUITE TREE, 2 FEET SOUTHWEST OF A FENCE, 1.5
 DN0073'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE OLD
 DN0073'RAILROAD GRADE, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DN0073
 DN0073                          STATION RECOVERY (1994)
 DN0073
 DN0073'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0796 ***********************************************************************
 BL0796  DESIGNATION -  Z 1164
 BL0796  PID         -  BL0796
 BL0796  STATE/COUNTY-  TX/WALKER
 BL0796  USGS QUAD   -  RIVERSIDE (1997)
 BL0796
 BL0796                         *CURRENT SURVEY CONTROL
 BL0796  ___________________________________________________________________
 BL0796* NAD 83(1986)-  30 50 25.     (N)    095 24 26.     (W)     SCALED    
 BL0796* NAVD 88     -        67.239  (meters)     220.60   (feet)  ADJUSTED  
 BL0796  ___________________________________________________________________
 BL0796  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL0796  DYNAMIC HT  -          67.153 (meters)     220.32  (feet)  COMP
 BL0796  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BL0796
 BL0796  VERT ORDER  -  FIRST     CLASS I
 BL0796
 BL0796.The horizontal coordinates were scaled from a topographic map and have
 BL0796.an estimated accuracy of +/- 6 seconds.
 BL0796
 BL0796.The orthometric height was determined by differential leveling
 BL0796.and adjusted by the National Geodetic Survey in June 1991..
 BL0796
 BL0796.The geoid height was determined by GEOID03.
 BL0796
 BL0796.The dynamic height is computed by dividing the NAVD 88
 BL0796.geopotential number by the normal gravity value computed on the
 BL0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0796.degrees latitude (g = 980.6199 gals.).
 BL0796
 BL0796.The modeled gravity was interpolated from observed gravity values.
 BL0796
 BL0796;                    North         East    Units  Estimated Accuracy
 BL0796;SPC TX C     - 3,140,530.    1,171,040.      MT  (+/- 180 meters Scaled)
 BL0796
 BL0796                          SUPERSEDED SURVEY CONTROL
 BL0796
 BL0796  NGVD 29 (12/23/87)   67.250  (m)          220.64   (f) ADJUSTED    1 1
 BL0796
 BL0796.Superseded values are not recommended for survey control.
 BL0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0796.See file dsdata.txt to determine how the superseded data were derived.
 BL0796
 BL0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ697143(NAD 83)
 BL0796_MARKER: DB = BENCH MARK DISK
 BL0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0796_SP_SET: CONCRETE POST
 BL0796_STAMPING: Z 1164 1959
 BL0796_MARK LOGO: CGS   
 BL0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0796+STABILITY: SURFACE MOTION
 BL0796
 BL0796  HISTORY     - Date     Condition        Report By
 BL0796  HISTORY     - 1959     MONUMENTED       CGS
 BL0796  HISTORY     - 1973     GOOD             NGS
 BL0796  HISTORY     - 1978     GOOD             NGS
 BL0796  HISTORY     - 1987     POOR             USPSQD
 BL0796  HISTORY     - 1987     GOOD             NGS
 BL0796
 BL0796                          STATION DESCRIPTION
 BL0796
 BL0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0796'0.95 MI SWS FROM RIVERSIDE.
 BL0796'ABOUT 0.95 MILE SOUTHWEST AND SOUTH ALONG MISSOURI-PACIFIC RAILROAD
 BL0796'FROM THE CROSSING OF FARM ROAD 980, AT A PRIVATE ROAD CROSSING, ABOUT
 BL0796'61 YARDS SOUTHEAST AND ACROSS FROM THE TRACK FROM THE CENTER LINE OF
 BL0796'THE MAIN ENTRANCE TO THE GULF STATES UTILITIES - RIRTRIN BULK POWER
 BL0796'CENTER, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE CROSSING, 46.1
 BL0796'FEET EAST OF THE EAST RAIL, 27.8 FEET SOUTH OF THE CENTER LINE OF A
 BL0796'STEEL CATTLE GUARD, 2.7 FEET WEST OF A FENCE, 1.1 FEET SOUTH OF A
 BL0796'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE RAIL, AND SET IN THE
 BL0796'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 BL0796
 BL0796                          STATION RECOVERY (1978)
 BL0796
 BL0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0796'DISK HAS BEEN BEATEN, BUT STILL SOLID.
 BL0796
 BL0796                          STATION RECOVERY (1987)
 BL0796
 BL0796'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL0796'MARK RECOVERED IN POOR CONDITION.
 BL0796
 BL0796                          STATION RECOVERY (1987)
 BL0796
 BL0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2102 ***********************************************************************
 BY2102  DESIGNATION -  Z 1165
 BY2102  PID         -  BY2102
 BY2102  STATE/COUNTY-  TX/ANDERSON
 BY2102  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2102
 BY2102                         *CURRENT SURVEY CONTROL
 BY2102  ___________________________________________________________________
 BY2102* NAD 83(1986)-  31 41 21.     (N)    095 37 38.     (W)     SCALED    
 BY2102* NAVD 88     -       100.10   (+/-2cm)     328.4    (feet)  VERTCON   
 BY2102  ___________________________________________________________________
 BY2102  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BY2102
 BY2102  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2102
 BY2102.The horizontal coordinates were scaled from a topographic map and have
 BY2102.an estimated accuracy of +/- 6 seconds.
 BY2102
 BY2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2102.The vertical order pertains to the NGVD 29 superseded value.
 BY2102
 BY2102.The geoid height was determined by GEOID03.
 BY2102
 BY2102;                    North         East    Units  Estimated Accuracy
 BY2102;SPC TX C     - 3,233,650.    1,146,040.      MT  (+/- 180 meters Scaled)
 BY2102
 BY2102                          SUPERSEDED SURVEY CONTROL
 BY2102
 BY2102  NGVD 29 (??/??/92)  100.076  (m)          328.33   (f) ADJ UNCH    1 2
 BY2102
 BY2102.Superseded values are not recommended for survey control.
 BY2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2102.See file dsdata.txt to determine how the superseded data were derived.
 BY2102
 BY2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR509089(NAD 83)
 BY2102_MARKER: DB = BENCH MARK DISK
 BY2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2102_STAMPING: Z 1165 1960
 BY2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2102+STABILITY: SURFACE MOTION
 BY2102
 BY2102  HISTORY     - Date     Condition        Report By
 BY2102  HISTORY     - 1960     MONUMENTED       CGS
 BY2102
 BY2102                          STATION DESCRIPTION
 BY2102
 BY2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2102'7.1 MI S FROM PALESTINE.
 BY2102'ABOUT 7.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2102'STATION AT PALESTINE, ABOUT 6.15 MILES NORTHWEST FROM THE STATION AT
 BY2102'ELKHART, 29 1/2 FEET SOUTH OF THE FIRST TELEPHONE POLE NORTH OF
 BY2102'MILEPOST 6, 20 1/2 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 BY2102'TRESTLE NO. 5.9, 24 FEET WEST OF THE WEST RAIL, 31 FEET NORTHWEST OF
 BY2102'THE CENTER OF AN ABANDONED ROAD CROSSING, 3 FEET NORTHWEST OF A JOG IN
 BY2102'A FENCE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.0 FEET NORTHWEST OF
 BY2102'A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE RAILS,
 BY2102'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0070 ***********************************************************************
 DO0070  DESIGNATION -  Z 1166
 DO0070  PID         -  DO0070
 DO0070  STATE/COUNTY-  TX/CLAY
 DO0070  USGS QUAD   -  VASHTI (1963)
 DO0070
 DO0070                         *CURRENT SURVEY CONTROL
 DO0070  ___________________________________________________________________
 DO0070* NAD 83(1986)-  33 34 41.     (N)    098 01 43.     (W)     SCALED    
 DO0070* NAVD 88     -       325.961  (meters)    1069.42   (feet)  ADJUSTED  
 DO0070  ___________________________________________________________________
 DO0070  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DO0070  DYNAMIC HT  -         325.597 (meters)    1068.23  (feet)  COMP
 DO0070  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 DO0070
 DO0070  VERT ORDER  -  SECOND    CLASS 0
 DO0070
 DO0070.The horizontal coordinates were scaled from a topographic map and have
 DO0070.an estimated accuracy of +/- 6 seconds.
 DO0070
 DO0070.The orthometric height was determined by differential leveling
 DO0070.and adjusted by the National Geodetic Survey in June 1991..
 DO0070
 DO0070.The geoid height was determined by GEOID03.
 DO0070
 DO0070.The dynamic height is computed by dividing the NAVD 88
 DO0070.geopotential number by the normal gravity value computed on the
 DO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0070.degrees latitude (g = 980.6199 gals.).
 DO0070
 DO0070.The modeled gravity was interpolated from observed gravity values.
 DO0070
 DO0070;                    North         East    Units  Estimated Accuracy
 DO0070;SPC TXNC     - 2,212,060.      643,760.      MT  (+/- 180 meters Scaled)
 DO0070
 DO0070                          SUPERSEDED SURVEY CONTROL
 DO0070
 DO0070  NGVD 29 (??/??/92)  326.026  (m)         1069.64   (f) ADJ UNCH    2 0
 DO0070
 DO0070.Superseded values are not recommended for survey control.
 DO0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0070.See file dsdata.txt to determine how the superseded data were derived.
 DO0070
 DO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC901157(NAD 83)
 DO0070_MARKER: DB = BENCH MARK DISK
 DO0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0070_STAMPING: Z 1166 1961
 DO0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0070+STABILITY: SURFACE MOTION
 DO0070
 DO0070  HISTORY     - Date     Condition        Report By
 DO0070  HISTORY     - 1961     MONUMENTED       CGS
 DO0070
 DO0070                          STATION DESCRIPTION
 DO0070
 DO0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0070'1.95 MI NE FROM VASHTI.
 DO0070'ABOUT 0.3 MILE EAST ALONG FARM ROADS 174 AND 1288 FROM THE METHODIST
 DO0070'CHURCH AT VASHTI, THENCE 1.65 MILES NORTH ALONG FARM ROAD 1288, 0.15
 DO0070'MILE NORTH OF THE INTERSECTION OF THE ROAD AND EAST-WEST DIRT ROAD, 34
 DO0070'FEET WEST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET SOUTH OF A POWER
 DO0070'POLE, 1 1/2 FEET EAST OF A FENCE, 1.3 FEET WEST OF A METAL WITNESS
 DO0070'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DO0070'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0224 ***********************************************************************
 DO0224  DESIGNATION -  Z 1167
 DO0224  PID         -  DO0224
 DO0224  STATE/COUNTY-  TX/JACK
 DO0224  USGS QUAD   -  POSTOAK (1979)
 DO0224
 DO0224                         *CURRENT SURVEY CONTROL
 DO0224  ___________________________________________________________________
 DO0224* NAD 83(1986)-  33 24 58.     (N)    098 11 44.     (W)     SCALED    
 DO0224* NAVD 88     -       291.261  (meters)     955.58   (feet)  ADJUSTED  
 DO0224  ___________________________________________________________________
 DO0224  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DO0224  DYNAMIC HT  -         290.934 (meters)     954.51  (feet)  COMP
 DO0224  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 DO0224
 DO0224  VERT ORDER  -  SECOND    CLASS 0
 DO0224
 DO0224.The horizontal coordinates were scaled from a topographic map and have
 DO0224.an estimated accuracy of +/- 6 seconds.
 DO0224
 DO0224.The orthometric height was determined by differential leveling
 DO0224.and adjusted by the National Geodetic Survey in June 1991..
 DO0224
 DO0224.The geoid height was determined by GEOID03.
 DO0224
 DO0224.The dynamic height is computed by dividing the NAVD 88
 DO0224.geopotential number by the normal gravity value computed on the
 DO0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0224.degrees latitude (g = 980.6199 gals.).
 DO0224
 DO0224.The modeled gravity was interpolated from observed gravity values.
 DO0224
 DO0224;                    North         East    Units  Estimated Accuracy
 DO0224;SPC TXNC     - 2,194,040.      628,310.      MT  (+/- 180 meters Scaled)
 DO0224
 DO0224                          SUPERSEDED SURVEY CONTROL
 DO0224
 DO0224  NGVD 29 (??/??/92)  291.345  (m)          955.85   (f) ADJ UNCH    2 0
 DO0224
 DO0224.Superseded values are not recommended for survey control.
 DO0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0224.See file dsdata.txt to determine how the superseded data were derived.
 DO0224
 DO0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB747977(NAD 83)
 DO0224_MARKER: DB = BENCH MARK DISK
 DO0224_SETTING: 66 = SET IN ROCK OUTCROP
 DO0224_SP_SET: OUTCROP
 DO0224_STAMPING: Z 1167 1961
 DO0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0224+STABILITY: POSITION/ELEVATION WELL
 DO0224
 DO0224  HISTORY     - Date     Condition        Report By
 DO0224  HISTORY     - 1961     MONUMENTED       CGS
 DO0224  HISTORY     - 1984     GOOD             NGS
 DO0224  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0224
 DO0224                          STATION DESCRIPTION
 DO0224
 DO0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0224'14.5 MI N FROM JACKSBORO.
 DO0224'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0224'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 13.8 MILES NORTH
 DO0224'ALONG STATE HIGHWAY 148, OR 3.5 MILES WEST ALONG FARM ROAD 174 FROM
 DO0224'THE INTERSECTION OF THE ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT
 DO0224'BUFFALO SPRINGS, THENCE 10.1 MILES SOUTH ALONG STATE HIGHWAY 148,
 DO0224'ABOUT 300 FEET SOUTH OF A CONCRETE CULVERT, 76 FEET EAST OF THE CENTER
 DO0224'LINE OF THE HIGHWAY, SET IN THE TOP OF A SANDSTONE OUTCROP AT THE WEST
 DO0224'END OF A LOW ROCK RIDGE, 14 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE
 DO0224'HIGHWAY, AND PROJECTING 12 INCHES.
 DO0224
 DO0224                          STATION RECOVERY (1984)
 DO0224
 DO0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0224'RECOVERED IN GOOD CONDITION.
 DO0224
 DO0224                          STATION RECOVERY (2005)
 DO0224
 DO0224'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0148 ***********************************************************************
 DO0148  DESIGNATION -  Z 1168
 DO0148  PID         -  DO0148
 DO0148  STATE/COUNTY-  TX/JACK
 DO0148  USGS QUAD   -  LYNN CREEK (1981)
 DO0148
 DO0148                         *CURRENT SURVEY CONTROL
 DO0148  ___________________________________________________________________
 DO0148* NAD 83(1986)-  33 15 59.     (N)    098 16 37.     (W)     SCALED    
 DO0148* NAVD 88     -       315.544  (meters)    1035.25   (feet)  ADJUSTED  
 DO0148  ___________________________________________________________________
 DO0148  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0148  DYNAMIC HT  -         315.183 (meters)    1034.06  (feet)  COMP
 DO0148  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 DO0148
 DO0148  VERT ORDER  -  SECOND    CLASS 0
 DO0148
 DO0148.The horizontal coordinates were scaled from a topographic map and have
 DO0148.an estimated accuracy of +/- 6 seconds.
 DO0148
 DO0148.The orthometric height was determined by differential leveling
 DO0148.and adjusted by the National Geodetic Survey in June 1991..
 DO0148
 DO0148.The geoid height was determined by GEOID03.
 DO0148
 DO0148.The dynamic height is computed by dividing the NAVD 88
 DO0148.geopotential number by the normal gravity value computed on the
 DO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0148.degrees latitude (g = 980.6199 gals.).
 DO0148
 DO0148.The modeled gravity was interpolated from observed gravity values.
 DO0148
 DO0148;                    North         East    Units  Estimated Accuracy
 DO0148;SPC TXNC     - 2,177,420.      620,780.      MT  (+/- 180 meters Scaled)
 DO0148
 DO0148                          SUPERSEDED SURVEY CONTROL
 DO0148
 DO0148  NGVD 29 (??/??/92)  315.470  (m)         1035.00   (f) ADJ UNCH    2 0
 DO0148
 DO0148.Superseded values are not recommended for survey control.
 DO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0148.See file dsdata.txt to determine how the superseded data were derived.
 DO0148
 DO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB673810(NAD 83)
 DO0148_MARKER: DB = BENCH MARK DISK
 DO0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0148_SP_SET: CULVERT
 DO0148_STAMPING: Z 1168 1961
 DO0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0148
 DO0148  HISTORY     - Date     Condition        Report By
 DO0148  HISTORY     - 1961     MONUMENTED       CGS
 DO0148  HISTORY     - 20010325 GOOD             USPSQD
 DO0148  HISTORY     - 20050416 GOOD             USPSQD
 DO0148
 DO0148                          STATION DESCRIPTION
 DO0148
 DO0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0148'8.15 MI NW FROM JACKSBORO.
 DO0148'ABOUT 7.55 MILES NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0148'199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 0.6 MILE NORTHWEST ALONG
 DO0148'U. S. HIGHWAY 281, 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 DO0148'HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 DO0148'HEAD WALL OF A TRIPLE-CHANNEL CONCRETE CULVERT, AND ABOUT 1 FOOT ABOVE
 DO0148'THE LEVEL OF THE HIGHWAY.
 DO0148
 DO0148                          STATION RECOVERY (2001)
 DO0148
 DO0148'RECOVERY NOTE BY US POWER SQUADRON 2001 (RBP)
 DO0148'RECOVERED IN GOOD CONDITION.
 DO0148
 DO0148                          STATION RECOVERY (2005)
 DO0148
 DO0148'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0134 ***********************************************************************
 DO0134  DESIGNATION -  Z 1169
 DO0134  PID         -  DO0134
 DO0134  STATE/COUNTY-  TX/JACK
 DO0134  USGS QUAD   -  LYNN CREEK (1981)
 DO0134
 DO0134                         *CURRENT SURVEY CONTROL
 DO0134  ___________________________________________________________________
 DO0134* NAD 83(1986)-  33 20 53.     (N)    098 21 32.     (W)     SCALED    
 DO0134* NAVD 88     -       330.118  (meters)    1083.06   (feet)  ADJUSTED  
 DO0134  ___________________________________________________________________
 DO0134  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DO0134  DYNAMIC HT  -         329.741 (meters)    1081.83  (feet)  COMP
 DO0134  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 DO0134
 DO0134  VERT ORDER  -  SECOND    CLASS 0
 DO0134
 DO0134.The horizontal coordinates were scaled from a topographic map and have
 DO0134.an estimated accuracy of +/- 6 seconds.
 DO0134
 DO0134.The orthometric height was determined by differential leveling
 DO0134.and adjusted by the National Geodetic Survey in June 1991..
 DO0134
 DO0134.The geoid height was determined by GEOID03.
 DO0134
 DO0134.The dynamic height is computed by dividing the NAVD 88
 DO0134.geopotential number by the normal gravity value computed on the
 DO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0134.degrees latitude (g = 980.6199 gals.).
 DO0134
 DO0134.The modeled gravity was interpolated from observed gravity values.
 DO0134
 DO0134;                    North         East    Units  Estimated Accuracy
 DO0134;SPC TXNC     - 2,186,460.      613,130.      MT  (+/- 180 meters Scaled)
 DO0134
 DO0134                          SUPERSEDED SURVEY CONTROL
 DO0134
 DO0134  NGVD 29 (??/??/92)  330.051  (m)         1082.84   (f) ADJ UNCH    2 0
 DO0134
 DO0134.Superseded values are not recommended for survey control.
 DO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0134.See file dsdata.txt to determine how the superseded data were derived.
 DO0134
 DO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB596900(NAD 83)
 DO0134_MARKER: DB = BENCH MARK DISK
 DO0134_SETTING: 66 = SET IN ROCK OUTCROP
 DO0134_SP_SET: OUTCROP
 DO0134_STAMPING: Z 1169 1961
 DO0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0134+STABILITY: POSITION/ELEVATION WELL
 DO0134
 DO0134  HISTORY     - Date     Condition        Report By
 DO0134  HISTORY     - 1961     MONUMENTED       CGS
 DO0134  HISTORY     - 20010325 GOOD             USPSQD
 DO0134  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0134
 DO0134                          STATION DESCRIPTION
 DO0134
 DO0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0134'6.7 MI S FROM ANTELOPE.
 DO0134'ABOUT 1.95 MILES SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0134'ANTELOPE, THENCE 4.75 MILES SOUTH ALONG U. S. HIGHWAY 281, ABOUT 0.1
 DO0134'MILE SOUTHEAST OF A PRIVATE ROAD LEADING WEST TO TWO OIL TANKS AND OIL
 DO0134'WELLS, IN THE CENTER OF A WASH, 137 FEET SOUTHWEST OF THE CENTER LINE
 DO0134'OF THE HIGHWAY, SET  IN THE TOP OF A LARGE SANDSTONE OUTCROP, 114 FEET
 DO0134'SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE CULVERT, 67 FEET
 DO0134'SOUTHWEST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 DO0134'PROJECTING 18 INCHES.
 DO0134
 DO0134                          STATION RECOVERY (2001)
 DO0134
 DO0134'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0134'RECOVERED IN GOOD CONDITION.
 DO0134
 DO0134                          STATION RECOVERY (2005)
 DO0134
 DO0134'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0105 ***********************************************************************
 CT0105  DESIGNATION -  Z 1170
 CT0105  PID         -  CT0105
 CT0105  STATE/COUNTY-  TX/PALO PINTO
 CT0105  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0105
 CT0105                         *CURRENT SURVEY CONTROL
 CT0105  ___________________________________________________________________
 CT0105* NAD 83(1986)-  32 49 09.     (N)    098 06 46.     (W)     SCALED    
 CT0105* NAVD 88     -       281.153  (meters)     922.42   (feet)  ADJUSTED  
 CT0105  ___________________________________________________________________
 CT0105  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT0105  DYNAMIC HT  -         280.809 (meters)     921.29  (feet)  COMP
 CT0105  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 CT0105
 CT0105  VERT ORDER  -  SECOND    CLASS 0
 CT0105
 CT0105.The horizontal coordinates were scaled from a topographic map and have
 CT0105.an estimated accuracy of +/- 6 seconds.
 CT0105
 CT0105.The orthometric height was determined by differential leveling
 CT0105.and adjusted by the National Geodetic Survey in June 1991..
 CT0105
 CT0105.The geoid height was determined by GEOID03.
 CT0105
 CT0105.The dynamic height is computed by dividing the NAVD 88
 CT0105.geopotential number by the normal gravity value computed on the
 CT0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0105.degrees latitude (g = 980.6199 gals.).
 CT0105
 CT0105.The modeled gravity was interpolated from observed gravity values.
 CT0105
 CT0105;                    North         East    Units  Estimated Accuracy
 CT0105;SPC TXNC     - 2,127,870.      636,260.      MT  (+/- 180 meters Scaled)
 CT0105
 CT0105                          SUPERSEDED SURVEY CONTROL
 CT0105
 CT0105  NGVD 29 (??/??/92)  281.052  (m)          922.08   (f) ADJ UNCH    2 0
 CT0105
 CT0105.Superseded values are not recommended for survey control.
 CT0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0105.See file dsdata.txt to determine how the superseded data were derived.
 CT0105
 CT0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB830315(NAD 83)
 CT0105_MARKER: DB = BENCH MARK DISK
 CT0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0105_SP_SET: CULVERT
 CT0105_STAMPING: Z 1170 1961
 CT0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0105
 CT0105  HISTORY     - Date     Condition        Report By
 CT0105  HISTORY     - 1961     MONUMENTED       CGS
 CT0105  HISTORY     - 19980627 GOOD             USPSQD
 CT0105  HISTORY     - 20040327 GOOD             USPSQD
 CT0105
 CT0105                          STATION DESCRIPTION
 CT0105
 CT0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0105'0.7 MI N FROM MINERAL WELLS.
 CT0105'ABOUT 1 BLOCK WEST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0105'MINERAL WELLS, THENCE 0.7 MILE NORTH ALONG U. S. HIGHWAY 281, AT THE
 CT0105'SOUTHWEST CORNER OF THE INTERSECTION OF 100 NORTHWEST 15TH STREET AND
 CT0105'1600 NORTH OAK AVENUE, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 CT0105'WHICH IS ALSO NORTH OAK AVENUE AT THIS POINT, SET IN THE TOP OF THE
 CT0105'NORTH END OF THE WEST CONCRETE HEAD WALL OF A CONCRETE CULVERT, 10
 CT0105'FEET SOUTH OF THE CENTER LINE OF NORTHWEST 15TH STREET, AND ABOUT 1
 CT0105'FOOT ABOVE THE LEVEL OF THE STREET.
 CT0105
 CT0105                          STATION RECOVERY (1998)
 CT0105
 CT0105'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0105'RECOVERED IN GOOD CONDITION.
 CT0105
 CT0105                          STATION RECOVERY (2004)
 CT0105
 CT0105'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0382 ***********************************************************************
 CU0382  DESIGNATION -  Z 1171
 CU0382  PID         -  CU0382
 CU0382  STATE/COUNTY-  TX/COKE
 CU0382  USGS QUAD   -  SILVER (1987)
 CU0382
 CU0382                         *CURRENT SURVEY CONTROL
 CU0382  ___________________________________________________________________
 CU0382* NAD 83(1986)-  32 03 43.     (N)    100 37 31.     (W)     SCALED    
 CU0382* NAVD 88     -       663.576  (meters)    2177.08   (feet)  ADJUSTED  
 CU0382  ___________________________________________________________________
 CU0382  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CU0382  DYNAMIC HT  -         662.689 (meters)    2174.17  (feet)  COMP
 CU0382  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 CU0382
 CU0382  VERT ORDER  -  SECOND    CLASS 0
 CU0382
 CU0382.The horizontal coordinates were scaled from a topographic map and have
 CU0382.an estimated accuracy of +/- 6 seconds.
 CU0382
 CU0382.The orthometric height was determined by differential leveling
 CU0382.and adjusted by the National Geodetic Survey in June 1991..
 CU0382
 CU0382.The geoid height was determined by GEOID03.
 CU0382
 CU0382.The dynamic height is computed by dividing the NAVD 88
 CU0382.geopotential number by the normal gravity value computed on the
 CU0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0382.degrees latitude (g = 980.6199 gals.).
 CU0382
 CU0382.The modeled gravity was interpolated from observed gravity values.
 CU0382
 CU0382;                    North         East    Units  Estimated Accuracy
 CU0382;SPC TX C     - 3,265,580.      672,430.      MT  (+/- 180 meters Scaled)
 CU0382
 CU0382                          SUPERSEDED SURVEY CONTROL
 CU0382
 CU0382  NGVD 29 (??/??/92)  663.369  (m)         2176.40   (f) ADJ UNCH    2 0
 CU0382
 CU0382.Superseded values are not recommended for survey control.
 CU0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0382.See file dsdata.txt to determine how the superseded data were derived.
 CU0382
 CU0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA465484(NAD 83)
 CU0382_MARKER: DB = BENCH MARK DISK
 CU0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0382_STAMPING: Z 1171 1961
 CU0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0382+STABILITY: SURFACE MOTION
 CU0382
 CU0382  HISTORY     - Date     Condition        Report By
 CU0382  HISTORY     - 1961     MONUMENTED       CGS
 CU0382
 CU0382                          STATION DESCRIPTION
 CU0382
 CU0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0382'4.55 MI SE FROM SILVER.
 CU0382'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0382'AT SILVER, THENCE 3.95 MILES SOUTHEAST ALONG STATE HIGHWAY 208, 130
 CU0382'YARDS NORTHWEST OF A 4-CHANNEL CONCRETE CULVERT, SOUTHWEST AND ACROSS
 CU0382'THE HIGHWAY FROM A STEEL WINDMILL AND TWO STEEL TANKS, 48 FEET
 CU0382'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET SOUTHEAST OF THE
 CU0382'CENTER OF A TRACK ROAD AND GATE, 2 FEET NORTHEAST OF A FENCE, 2.0 FEET
 CU0382'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CU0382'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0075 ***********************************************************************
 CB0075  DESIGNATION -  Z 1172 RESET 1968
 CB0075  PID         -  CB0075
 CB0075  STATE/COUNTY-  TX/COKE
 CB0075  USGS QUAD   -  BRONTE (1987)
 CB0075
 CB0075                         *CURRENT SURVEY CONTROL
 CB0075  ___________________________________________________________________
 CB0075* NAD 83(1986)-  31 53 30.     (N)    100 20 55.     (W)     SCALED    
 CB0075* NAVD 88     -       557.82   (+/-2cm)    1830.1    (feet)  VERTCON   
 CB0075  ___________________________________________________________________
 CB0075  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 CB0075
 CB0075  VERT ORDER  -  THIRD (See Below)
 CB0075
 CB0075.The horizontal coordinates were scaled from a topographic map and have
 CB0075.an estimated accuracy of +/- 6 seconds.
 CB0075
 CB0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0075.The vertical order pertains to the NGVD 29 superseded value.
 CB0075
 CB0075.The geoid height was determined by GEOID03.
 CB0075
 CB0075;                    North         East    Units  Estimated Accuracy
 CB0075;SPC TX C     - 3,246,660.      698,560.      MT  (+/- 180 meters Scaled)
 CB0075
 CB0075                          SUPERSEDED SURVEY CONTROL
 CB0075
 CB0075  NGVD 29 (01/29/03)  557.63   (m)         1829.5    (f) RESET       3  
 CB0075
 CB0075.Superseded values are not recommended for survey control.
 CB0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0075.See file dsdata.txt to determine how the superseded data were derived.
 CB0075
 CB0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA724292(NAD 83)
 CB0075_MARKER: DB = BENCH MARK DISK
 CB0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0075_SP_SET: CULVERT
 CB0075_STAMPING: Z 1172 RESET 1968
 CB0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0075
 CB0075  HISTORY     - Date     Condition        Report By
 CB0075  HISTORY     - 1968     MONUMENTED       TXHD
 CB0075
 CB0075                          STATION DESCRIPTION
 CB0075
 CB0075'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CB0075'3.3 MI W FROM BRONTE.
 CB0075'ABOUT 3.3 MILES WEST ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND
 CB0075'SANTA FE RAILROAD STATION AT BRONTE, 43 FEET SOUTH OF THE CENTER LINE
 CB0075'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH CURB OF A COLVERT, ABOUT 1
 CB0075'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0138 ***********************************************************************
 CU0138  DESIGNATION -  Z 1173 RESET 1965
 CU0138  PID         -  CU0138
 CU0138  STATE/COUNTY-  TX/FISHER
 CU0138  USGS QUAD   -  WHITE CANYON (1969)
 CU0138
 CU0138                         *CURRENT SURVEY CONTROL
 CU0138  ___________________________________________________________________
 CU0138* NAD 83(1986)-  32 54 30.     (N)    100 28 53.     (W)     SCALED    
 CU0138* NAVD 88     -       574.48   (+/-2cm)    1884.8    (feet)  VERTCON   
 CU0138  ___________________________________________________________________
 CU0138  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CU0138
 CU0138  VERT ORDER  -  THIRD (See Below)
 CU0138
 CU0138.The horizontal coordinates were scaled from a topographic map and have
 CU0138.an estimated accuracy of +/- 6 seconds.
 CU0138
 CU0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0138.The vertical order pertains to the NGVD 29 superseded value.
 CU0138
 CU0138.The geoid height was determined by GEOID03.
 CU0138
 CU0138;                    North         East    Units  Estimated Accuracy
 CU0138;SPC TXNC     - 2,139,440.      414,680.      MT  (+/- 180 meters Scaled)
 CU0138
 CU0138                          SUPERSEDED SURVEY CONTROL
 CU0138
 CU0138  NGVD 29 (01/29/03)  574.24   (m)         1884.0    (f) RESET       3  
 CU0138
 CU0138.Superseded values are not recommended for survey control.
 CU0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0138.See file dsdata.txt to determine how the superseded data were derived.
 CU0138
 CU0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB614420(NAD 83)
 CU0138_MARKER: DB = BENCH MARK DISK
 CU0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0138_SP_SET: CULVERT
 CU0138_STAMPING: Z 1173 RESET 1965
 CU0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0138
 CU0138  HISTORY     - Date     Condition        Report By
 CU0138  HISTORY     - 1965     MONUMENTED       TXHD
 CU0138  HISTORY     - 1969     GOOD             USGS
 CU0138
 CU0138                          STATION DESCRIPTION
 CU0138
 CU0138'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965
 CU0138'4.05 MI NW FROM ROTAN.
 CU0138'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0138'OF A GROUP OF BUILDINGS AT ROTAN, THENCE 4.15 MILES NORTH WEST ALONG
 CU0138'STATE HIGHWAY 70 FROM SNYDER AVENUE IN ROTAN, 1.45 MILES NORTHWEST OF
 CU0138'A STONE FARMHOUSE, 0.20 MILE SOUTHEAST OF THE JUNCTION OF THE HIGHWAY
 CU0138'AND A COUNTY ROAD LEADING NORTH, 38 FEET WEST OF THE CENTERLINE OF THE
 CU0138'HIGHWAY, SET IN THE CENTER OF THE HEADWALL OF A 8 FT. X 3 FT. CONCRETE
 CU0138'CULVERT.
 CU0138
 CU0138                          STATION RECOVERY (1969)
 CU0138
 CU0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0111 ***********************************************************************
 DP0111  DESIGNATION -  Z 1174
 DP0111  PID         -  DP0111
 DP0111  STATE/COUNTY-  TX/KENT
 DP0111  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0111
 DP0111                         *CURRENT SURVEY CONTROL
 DP0111  ___________________________________________________________________
 DP0111* NAD 83(1986)-  33 09 28.     (N)    100 40 29.     (W)     SCALED    
 DP0111* NAVD 88     -       610.039  (meters)    2001.44   (feet)  ADJUSTED  
 DP0111  ___________________________________________________________________
 DP0111  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DP0111  DYNAMIC HT  -         609.280 (meters)    1998.95  (feet)  COMP
 DP0111  MODELED GRAV-     979,373.6   (mgal)                       NAVD 88
 DP0111
 DP0111  VERT ORDER  -  SECOND    CLASS 0
 DP0111
 DP0111.The horizontal coordinates were scaled from a topographic map and have
 DP0111.an estimated accuracy of +/- 6 seconds.
 DP0111
 DP0111.The orthometric height was determined by differential leveling
 DP0111.and adjusted by the National Geodetic Survey in June 1991..
 DP0111
 DP0111.The geoid height was determined by GEOID03.
 DP0111
 DP0111.The dynamic height is computed by dividing the NAVD 88
 DP0111.geopotential number by the normal gravity value computed on the
 DP0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0111.degrees latitude (g = 980.6199 gals.).
 DP0111
 DP0111.The modeled gravity was interpolated from observed gravity values.
 DP0111
 DP0111;                    North         East    Units  Estimated Accuracy
 DP0111;SPC TXNC     - 2,167,450.      397,170.      MT  (+/- 180 meters Scaled)
 DP0111
 DP0111                          SUPERSEDED SURVEY CONTROL
 DP0111
 DP0111  NGVD 29 (??/??/92)  609.788  (m)         2000.61   (f) ADJ UNCH    2 0
 DP0111
 DP0111.Superseded values are not recommended for survey control.
 DP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0111.See file dsdata.txt to determine how the superseded data were derived.
 DP0111
 DP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB438700(NAD 83)
 DP0111_MARKER: DB = BENCH MARK DISK
 DP0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0111_STAMPING: Z 1174 1961
 DP0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0111+STABILITY: SURFACE MOTION
 DP0111
 DP0111  HISTORY     - Date     Condition        Report By
 DP0111  HISTORY     - 1961     MONUMENTED       CGS
 DP0111  HISTORY     - 1969     GOOD             USGS
 DP0111
 DP0111                          STATION DESCRIPTION
 DP0111
 DP0111'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0111'4.55 MI E FROM CLAIREMONT.
 DP0111'ABOUT 4.55 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0111'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, 78 FEET NORTH OF THE
 DP0111'CENTERLINE OF THE HIGHWAY, 2 FEET NORTHEAST OF FENCE CORNER, 1 1/2
 DP0111'FEET EAST OF FENCE, AT THE TOP OF A LOW BANK ABOVE THE HIGHWAY, AND
 DP0111'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0095 ***********************************************************************
 CB0095  DESIGNATION -  Z 1175
 CB0095  PID         -  CB0095
 CB0095  STATE/COUNTY-  TX/COKE
 CB0095  USGS QUAD   -  ROBERT LEE (1987)
 CB0095
 CB0095                         *CURRENT SURVEY CONTROL
 CB0095  ___________________________________________________________________
 CB0095* NAD 83(1986)-  31 54 01.     (N)    100 29 34.     (W)     SCALED    
 CB0095* NAVD 88     -       562.087  (meters)    1844.11   (feet)  ADJUSTED  
 CB0095  ___________________________________________________________________
 CB0095  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 CB0095  DYNAMIC HT  -         561.341 (meters)    1841.67  (feet)  COMP
 CB0095  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 CB0095
 CB0095  VERT ORDER  -  SECOND    CLASS 0
 CB0095
 CB0095.The horizontal coordinates were scaled from a topographic map and have
 CB0095.an estimated accuracy of +/- 6 seconds.
 CB0095
 CB0095.The orthometric height was determined by differential leveling
 CB0095.and adjusted by the National Geodetic Survey in June 1991..
 CB0095
 CB0095.The geoid height was determined by GEOID03.
 CB0095
 CB0095.The dynamic height is computed by dividing the NAVD 88
 CB0095.geopotential number by the normal gravity value computed on the
 CB0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0095.degrees latitude (g = 980.6199 gals.).
 CB0095
 CB0095.The modeled gravity was interpolated from observed gravity values.
 CB0095
 CB0095;                    North         East    Units  Estimated Accuracy
 CB0095;SPC TX C     - 3,247,630.      684,920.      MT  (+/- 180 meters Scaled)
 CB0095
 CB0095                          SUPERSEDED SURVEY CONTROL
 CB0095
 CB0095  NGVD 29 (??/??/92)  561.896  (m)         1843.49   (f) ADJ UNCH    2 0
 CB0095
 CB0095.Superseded values are not recommended for survey control.
 CB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0095.See file dsdata.txt to determine how the superseded data were derived.
 CB0095
 CB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA588303(NAD 83)
 CB0095_MARKER: DB = BENCH MARK DISK
 CB0095_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CB0095_SP_SET: 23 1/2 FEET
 CB0095_STAMPING: Z 1175 1961
 CB0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0095
 CB0095  HISTORY     - Date     Condition        Report By
 CB0095  HISTORY     - 1961     MONUMENTED       CGS
 CB0095
 CB0095                          STATION DESCRIPTION
 CB0095
 CB0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0095'0.9 MI NW FROM ROBERT LEE.
 CB0095'ABOUT 0.25 MILES NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0095'LEE, THENCE 0.65 MILE WEST ALONG STATE HIGHWAY 158 AND 208, 320 FEET
 CB0095'WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE TWO HIGHWAYS, 71
 CB0095'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 158, 22 FEET WEST OF A
 CB0095'POWER POLE AND POWER LINE CROSSING THE HIGHWAY, 1 1/2 FEET NORTH OF A
 CB0095'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE
 CB0095'LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 CB0095'ROD THAT IS DRIVEN TO A DEPTH OF 23 1/2 FEET AND IS ENCASED IN A
 CB0095'6-INCH TILE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0030 ***********************************************************************
 CU0030  DESIGNATION -  Z 1176
 CU0030  PID         -  CU0030
 CU0030  STATE/COUNTY-  TX/FISHER
 CU0030  USGS QUAD   -  LONGWORTH (1969)
 CU0030
 CU0030                         *CURRENT SURVEY CONTROL
 CU0030  ___________________________________________________________________
 CU0030* NAD 83(1986)-  32 41 40.     (N)    100 17 30.     (W)     SCALED    
 CU0030* NAVD 88     -       574.545  (meters)    1884.99   (feet)  ADJUSTED  
 CU0030  ___________________________________________________________________
 CU0030  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CU0030  DYNAMIC HT  -         573.788 (meters)    1882.50  (feet)  COMP
 CU0030  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 CU0030
 CU0030  VERT ORDER  -  SECOND    CLASS 0
 CU0030
 CU0030.The horizontal coordinates were scaled from a topographic map and have
 CU0030.an estimated accuracy of +/- 6 seconds.
 CU0030
 CU0030.The orthometric height was determined by differential leveling
 CU0030.and adjusted by the National Geodetic Survey in June 1991..
 CU0030
 CU0030.The geoid height was determined by GEOID03.
 CU0030
 CU0030.The dynamic height is computed by dividing the NAVD 88
 CU0030.geopotential number by the normal gravity value computed on the
 CU0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0030.degrees latitude (g = 980.6199 gals.).
 CU0030
 CU0030.The modeled gravity was interpolated from observed gravity values.
 CU0030
 CU0030;                    North         East    Units  Estimated Accuracy
 CU0030;SPC TXNC     - 2,115,400.      432,020.      MT  (+/- 180 meters Scaled)
 CU0030
 CU0030                          SUPERSEDED SURVEY CONTROL
 CU0030
 CU0030  NGVD 29 (??/??/92)  574.324  (m)         1884.26   (f) ADJ UNCH    2 0
 CU0030
 CU0030.Superseded values are not recommended for survey control.
 CU0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0030.See file dsdata.txt to determine how the superseded data were derived.
 CU0030
 CU0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB789181(NAD 83)
 CU0030_MARKER: DB = BENCH MARK DISK
 CU0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0030_STAMPING: Z 1176 1961
 CU0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0030+STABILITY: SURFACE MOTION
 CU0030
 CU0030  HISTORY     - Date     Condition        Report By
 CU0030  HISTORY     - 1961     MONUMENTED       CGS
 CU0030
 CU0030                          STATION DESCRIPTION
 CU0030
 CU0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0030'2.95 MI SW FROM SYLVESTER.
 CU0030'ABOUT 2.95 MILES SOUTHWEST ALONG FARM ROAD 57 FROM THE INTERSECTION OF
 CU0030'THE ROAD AND FARM ROAD 1085 AT SYLVESTER, OR 4.55 MILES NORTHEAST
 CU0030'ALONG FARM ROAD 57 FROM THE POST OFFICE AT LONGWORTH, 2 1/2 TELEPHONE
 CU0030'POLES SOUTHWEST OF MILEPOST 622, 151 FEET NORTHWEST OF THE CENTER LINE
 CU0030'OF THE FARM ROAD, 46 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 CU0030'PANHANDLE AND SANTA FE RAILWAY, 20 FEET NORTHEAST OF THE CENTER OF A
 CU0030'GATE AND A PRIVATE ROAD, 10 FEET NORTHEAST OF A POWER POLE WITH A LINE
 CU0030'CROSSING OVER THE TRACK AND THE FARM ROAD, 1 1/2 FEET SOUTHEAST OF A
 CU0030'FENCE, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 CU0030'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CU0030'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0258 ***********************************************************************
 CB0258  DESIGNATION -  Z 1177
 CB0258  PID         -  CB0258
 CB0258  STATE/COUNTY-  TX/STERLING
 CB0258  USGS QUAD   -  STERLING CITY NW (1987)
 CB0258
 CB0258                         *CURRENT SURVEY CONTROL
 CB0258  ___________________________________________________________________
 CB0258* NAD 83(1986)-  31 54 37.     (N)    100 52 36.     (W)     SCALED    
 CB0258* NAVD 88     -       799.546  (meters)    2623.18   (feet)  ADJUSTED  
 CB0258  ___________________________________________________________________
 CB0258  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0258  DYNAMIC HT  -         798.449 (meters)    2619.58  (feet)  COMP
 CB0258  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 CB0258
 CB0258  VERT ORDER  -  SECOND    CLASS 0
 CB0258
 CB0258.The horizontal coordinates were scaled from a topographic map and have
 CB0258.an estimated accuracy of +/- 6 seconds.
 CB0258
 CB0258.The orthometric height was determined by differential leveling
 CB0258.and adjusted by the National Geodetic Survey in June 1991..
 CB0258
 CB0258.The geoid height was determined by GEOID03.
 CB0258
 CB0258.The dynamic height is computed by dividing the NAVD 88
 CB0258.geopotential number by the normal gravity value computed on the
 CB0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0258.degrees latitude (g = 980.6199 gals.).
 CB0258
 CB0258.The modeled gravity was interpolated from observed gravity values.
 CB0258
 CB0258;                    North         East    Units  Estimated Accuracy
 CB0258;SPC TX C     - 3,248,850.      648,610.      MT  (+/- 180 meters Scaled)
 CB0258
 CB0258                          SUPERSEDED SURVEY CONTROL
 CB0258
 CB0258  NGVD 29 (??/??/92)  799.309  (m)         2622.40   (f) ADJ UNCH    2 0
 CB0258
 CB0258.Superseded values are not recommended for survey control.
 CB0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0258.See file dsdata.txt to determine how the superseded data were derived.
 CB0258
 CB0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA225320(NAD 83)
 CB0258_MARKER: DB = BENCH MARK DISK
 CB0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0258_STAMPING: Z 1177 1961
 CB0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0258+STABILITY: SURFACE MOTION
 CB0258
 CB0258  HISTORY     - Date     Condition        Report By
 CB0258  HISTORY     - 1961     MONUMENTED       CGS
 CB0258  HISTORY     - 1972     GOOD             NGS
 CB0258
 CB0258                          STATION DESCRIPTION
 CB0258
 CB0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0258'10.6 MI NE FROM STERLING CITY.
 CB0258'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0258'AT STERLING CITY, THENCE 9.85 MILES NORTHEAST ALONG STATE HIGHWAY 158
 CB0258'AND FARM ROAD 387, ABOUT 0.15 MILE EAST OF A FARMHOUSE ON THE SOUTH
 CB0258'SIDE OF THE HIGHWAY, 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CB0258'55 FEET EAST OF A T-FENCE LEADING NORTH, 1 1/2 FEET SOUTH OF A FENCE
 CB0258'1.4 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CB0258'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CB0258
 CB0258                          STATION RECOVERY (1972)
 CB0258
 CB0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0259 ***********************************************************************
 CB0259  DESIGNATION -  Z 1177 RESET 1972
 CB0259  PID         -  CB0259
 CB0259  STATE/COUNTY-  TX/STERLING
 CB0259  USGS QUAD   -  STERLING CITY NW (1987)
 CB0259
 CB0259                         *CURRENT SURVEY CONTROL
 CB0259  ___________________________________________________________________
 CB0259* NAD 83(1986)-  31 54 35.     (N)    100 52 36.     (W)     SCALED    
 CB0259* NAVD 88     -       799.49   (+/-2cm)    2623.0    (feet)  VERTCON   
 CB0259  ___________________________________________________________________
 CB0259  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CB0259
 CB0259  VERT ORDER  -  THIRD (See Below)
 CB0259
 CB0259.The horizontal coordinates were scaled from a topographic map and have
 CB0259.an estimated accuracy of +/- 6 seconds.
 CB0259
 CB0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0259.The vertical order pertains to the NGVD 29 superseded value.
 CB0259
 CB0259.The geoid height was determined by GEOID03.
 CB0259
 CB0259;                    North         East    Units  Estimated Accuracy
 CB0259;SPC TX C     - 3,248,790.      648,610.      MT  (+/- 180 meters Scaled)
 CB0259
 CB0259                          SUPERSEDED SURVEY CONTROL
 CB0259
 CB0259  NGVD 29 (01/29/03)  799.26   (m)         2622.2    (f) RESET       3  
 CB0259
 CB0259.Superseded values are not recommended for survey control.
 CB0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0259.See file dsdata.txt to determine how the superseded data were derived.
 CB0259
 CB0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA225319(NAD 83)
 CB0259_MARKER: DB = BENCH MARK DISK
 CB0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0259_STAMPING: Z 1177 RESET 1972
 CB0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0259+STABILITY: SURFACE MOTION
 CB0259
 CB0259  HISTORY     - Date     Condition        Report By
 CB0259  HISTORY     - 1972     MONUMENTED       NGS
 CB0259
 CB0259                          STATION DESCRIPTION
 CB0259
 CB0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CB0259'10 MI NE FROM STERLING CITY.
 CB0259'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 158, WHICH
 CB0259'IS LOCATED AT THE EAST EDGE OF STERLING CITY.  GO NORTHERLY ON STATE
 CB0259'HIGHWAY 158 FOR 2.3 MILES TO BRIDGE, CONTINUE NORTHERLY ON STATE
 CB0259'HIGHWAY 158 FOR 6.9 MILES TO FARM ON THE RIGHT, CONTINUE STRAIGHT
 CB0259'AHEAD FOR 0.1 MILE TO MARK ON THE RIGHT.  A STANDARD DISK, SET IN THE
 CB0259'TOP OF A ROUND CONCRETE POST, THAT IS SET FLUSH WITH THE GROUND AND IS
 CB0259'STAMPED Z 1177 RESET 1972.  IT IS 50 FEET SOUTH OF THE CENTER-LINE OF
 CB0259'HIGHWAY, 10 FEET NORTHWEST OF A HI-LINE POLE, 1.8 FEET EAST OF A METAL
 CB0259'WITNESS POST AND 1 FOOT NORTH OF FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0416 ***********************************************************************
 CU0416  DESIGNATION -  Z 1178
 CU0416  PID         -  CU0416
 CU0416  STATE/COUNTY-  TX/FISHER
 CU0416  USGS QUAD   -  HOBBS (1969)
 CU0416
 CU0416                         *CURRENT SURVEY CONTROL
 CU0416  ___________________________________________________________________
 CU0416* NAD 83(1986)-  32 50 11.     (N)    100 32 14.     (W)     SCALED    
 CU0416* NAVD 88     -       631.797  (meters)    2072.82   (feet)  ADJUSTED  
 CU0416  ___________________________________________________________________
 CU0416  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CU0416  DYNAMIC HT  -         630.975 (meters)    2070.12  (feet)  COMP
 CU0416  MODELED GRAV-     979,316.6   (mgal)                       NAVD 88
 CU0416
 CU0416  VERT ORDER  -  SECOND    CLASS 0
 CU0416
 CU0416.The horizontal coordinates were scaled from a topographic map and have
 CU0416.an estimated accuracy of +/- 6 seconds.
 CU0416
 CU0416.The orthometric height was determined by differential leveling
 CU0416.and adjusted by the National Geodetic Survey in June 1991..
 CU0416
 CU0416.The geoid height was determined by GEOID03.
 CU0416
 CU0416.The dynamic height is computed by dividing the NAVD 88
 CU0416.geopotential number by the normal gravity value computed on the
 CU0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0416.degrees latitude (g = 980.6199 gals.).
 CU0416
 CU0416.The modeled gravity was interpolated from observed gravity values.
 CU0416
 CU0416;                    North         East    Units  Estimated Accuracy
 CU0416;SPC TXNC     - 2,131,560.      409,300.      MT  (+/- 180 meters Scaled)
 CU0416
 CU0416                          SUPERSEDED SURVEY CONTROL
 CU0416
 CU0416  NGVD 29 (??/??/92)  631.546  (m)         2072.00   (f) ADJ UNCH    2 0
 CU0416
 CU0416.Superseded values are not recommended for survey control.
 CU0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0416.See file dsdata.txt to determine how the superseded data were derived.
 CU0416
 CU0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB561341(NAD 83)
 CU0416_MARKER: DB = BENCH MARK DISK
 CU0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0416_STAMPING: Z 1178 1961
 CU0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0416+STABILITY: SURFACE MOTION
 CU0416
 CU0416  HISTORY     - Date     Condition        Report By
 CU0416  HISTORY     - 1961     MONUMENTED       CGS
 CU0416
 CU0416                          STATION DESCRIPTION
 CU0416
 CU0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0416'4.4 MI W FROM ROTAN.
 CU0416'ABOUT 4.4 MILES WEST ALONG FARM ROAD 611 FROM THE MOST SOUTHERLY OF A
 CU0416'GROUP OF SCHOOL BUILDINGS AT ROTAN, 51 FEET SOUTH OF THE CENTER LINE
 CU0416'OF THE FARM ROAD, 35 FEET WEST OF A CORNER FENCE POST, 19 1/2 FEET
 CU0416'WEST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 2.0 FEET SOUTHEAST
 CU0416'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE FARM
 CU0416'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0473 ***********************************************************************
 CU0473  DESIGNATION -  Z 1179
 CU0473  PID         -  CU0473
 CU0473  STATE/COUNTY-  TX/SCURRY
 CU0473  USGS QUAD   -  SNYDER (1979)
 CU0473
 CU0473                         *CURRENT SURVEY CONTROL
 CU0473  ___________________________________________________________________
 CU0473* NAD 83(1986)-  32 38 43.     (N)    100 57 12.     (W)     SCALED    
 CU0473* NAVD 88     -       712.309  (meters)    2336.97   (feet)  ADJUSTED  
 CU0473  ___________________________________________________________________
 CU0473  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CU0473  DYNAMIC HT  -         711.368 (meters)    2333.88  (feet)  COMP
 CU0473  MODELED GRAV-     979,293.2   (mgal)                       NAVD 88
 CU0473
 CU0473  VERT ORDER  -  SECOND    CLASS 0
 CU0473
 CU0473.The horizontal coordinates were scaled from a topographic map and have
 CU0473.an estimated accuracy of +/- 6 seconds.
 CU0473
 CU0473.The orthometric height was determined by differential leveling
 CU0473.and adjusted by the National Geodetic Survey in June 1991..
 CU0473
 CU0473.The geoid height was determined by GEOID03.
 CU0473
 CU0473.The dynamic height is computed by dividing the NAVD 88
 CU0473.geopotential number by the normal gravity value computed on the
 CU0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0473.degrees latitude (g = 980.6199 gals.).
 CU0473
 CU0473.The modeled gravity was interpolated from observed gravity values.
 CU0473
 CU0473;                    North         East    Units  Estimated Accuracy
 CU0473;SPC TXNC     - 2,111,210.      369,860.      MT  (+/- 180 meters Scaled)
 CU0473
 CU0473                          SUPERSEDED SURVEY CONTROL
 CU0473
 CU0473  NGVD 29 (??/??/92)  712.038  (m)         2336.08   (f) ADJ UNCH    2 0
 CU0473
 CU0473.Superseded values are not recommended for survey control.
 CU0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0473.See file dsdata.txt to determine how the superseded data were derived.
 CU0473
 CU0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB167136(NAD 83)
 CU0473_MARKER: DB = BENCH MARK DISK
 CU0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0473_SP_SET: 9.5 FT.
 CU0473_STAMPING: Z 1179 1961
 CU0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0473
 CU0473  HISTORY     - Date     Condition        Report By
 CU0473  HISTORY     - 1961     MONUMENTED       CGS
 CU0473
 CU0473                          STATION DESCRIPTION
 CU0473
 CU0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0473'5.2 MI NE FROM IRA.
 CU0473'ABOUT 5.2 MILES NORTHEAST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0473'CHURCH AT IRA, OR 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE
 CU0473'PANHANDLE AND SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY
 CU0473'COURTHOUSE, THENCE 5.55 MILES SOUTHWEST ALONG STATE HIGHWAY 350, 0.35
 CU0473'MILE SOUTHWEST OF THE CREST OF A HILL, ABOUT 0.25 MILE NORTHWEST OF
 CU0473'AND ACROSS THE HIGHWAY FROM A POND, 104 YARDS SOUTHWEST OF THE
 CU0473'SOUTHWEST END OF A CONCRETE HEAD WALL OF A CULVERT, 50 1/2 FEET
 CU0473'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 103 FEET NORTHWEST OF AND
 CU0473'ACROSS THE HIGHWAY FROM TELEPHONE POLE NUMBER 85, 2 FEET SOUTHEAST OF
 CU0473'A FENCE, 1.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 CU0473'BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 CU0473'ROD THAT IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND IS ENCASED IN A 4-INCH
 CU0473'TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0018 ***********************************************************************
 BN0018  DESIGNATION -  Z 118
 BN0018  PID         -  BN0018
 BN0018  STATE/COUNTY-  TX/BURNET
 BN0018  USGS QUAD   -  BURNET (1967)
 BN0018
 BN0018                         *CURRENT SURVEY CONTROL
 BN0018  ___________________________________________________________________
 BN0018* NAD 83(1986)-  30 45 38.     (N)    098 13 37.     (W)     SCALED    
 BN0018* NAVD 88     -       400.779  (meters)    1314.89   (feet)  ADJUSTED  
 BN0018  ___________________________________________________________________
 BN0018  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 BN0018  DYNAMIC HT  -         400.239 (meters)    1313.12  (feet)  COMP
 BN0018  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 BN0018
 BN0018  VERT ORDER  -  SECOND    CLASS 0
 BN0018
 BN0018.The horizontal coordinates were scaled from a topographic map and have
 BN0018.an estimated accuracy of +/- 6 seconds.
 BN0018
 BN0018.The orthometric height was determined by differential leveling
 BN0018.and adjusted by the National Geodetic Survey in June 1991..
 BN0018
 BN0018.The geoid height was determined by GEOID03.
 BN0018
 BN0018.The dynamic height is computed by dividing the NAVD 88
 BN0018.geopotential number by the normal gravity value computed on the
 BN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0018.degrees latitude (g = 980.6199 gals.).
 BN0018
 BN0018.The modeled gravity was interpolated from observed gravity values.
 BN0018
 BN0018;                    North         East    Units  Estimated Accuracy
 BN0018;SPC TX C     - 3,123,170.      901,640.      MT  (+/- 180 meters Scaled)
 BN0018
 BN0018                          SUPERSEDED SURVEY CONTROL
 BN0018
 BN0018  NGVD 29 (??/??/92)  400.695  (m)         1314.61   (f) ADJ UNCH    2 0
 BN0018
 BN0018.Superseded values are not recommended for survey control.
 BN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0018.See file dsdata.txt to determine how the superseded data were derived.
 BN0018
 BN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV739033(NAD 83)
 BN0018_MARKER: DB = BENCH MARK DISK
 BN0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0018_SP_SET: BUILDING
 BN0018_STAMPING: Z-118 1933
 BN0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0018
 BN0018  HISTORY     - Date     Condition        Report By
 BN0018  HISTORY     - 1933     MONUMENTED       CGS
 BN0018  HISTORY     - 20020223 GOOD             USPSQD
 BN0018
 BN0018                          STATION DESCRIPTION
 BN0018
 BN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0018'IN BURNET.
 BN0018'VERTICAL TABLET AT BURNET HIGH SCHOOL BUILDING ON THE SOUTH SIDE OF
 BN0018'THE WEST ENTRANCE.
 BN0018
 BN0018                          STATION RECOVERY (2002)
 BN0018
 BN0018'RECOVERY NOTE BY US POWER SQUADRON 2002 (TSC)
 BN0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0109 ***********************************************************************
 DP0109  DESIGNATION -  Z 1180
 DP0109  PID         -  DP0109
 DP0109  STATE/COUNTY-  TX/KENT
 DP0109  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0109
 DP0109                         *CURRENT SURVEY CONTROL
 DP0109  ___________________________________________________________________
 DP0109* NAD 83(1986)-  33 09 28.     (N)    100 41 36.     (W)     SCALED    
 DP0109* NAVD 88     -       619.281  (meters)    2031.76   (feet)  ADJUSTED  
 DP0109  ___________________________________________________________________
 DP0109  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DP0109  DYNAMIC HT  -         618.509 (meters)    2029.22  (feet)  COMP
 DP0109  MODELED GRAV-     979,372.2   (mgal)                       NAVD 88
 DP0109
 DP0109  VERT ORDER  -  SECOND    CLASS 0
 DP0109
 DP0109.The horizontal coordinates were scaled from a topographic map and have
 DP0109.an estimated accuracy of +/- 6 seconds.
 DP0109
 DP0109.The orthometric height was determined by differential leveling
 DP0109.and adjusted by the National Geodetic Survey in June 1991..
 DP0109
 DP0109.The geoid height was determined by GEOID03.
 DP0109
 DP0109.The dynamic height is computed by dividing the NAVD 88
 DP0109.geopotential number by the normal gravity value computed on the
 DP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0109.degrees latitude (g = 980.6199 gals.).
 DP0109
 DP0109.The modeled gravity was interpolated from observed gravity values.
 DP0109
 DP0109;                    North         East    Units  Estimated Accuracy
 DP0109;SPC TXNC     - 2,167,490.      395,430.      MT  (+/- 180 meters Scaled)
 DP0109
 DP0109                          SUPERSEDED SURVEY CONTROL
 DP0109
 DP0109  NGVD 29 (??/??/92)  619.025  (m)         2030.92   (f) ADJ UNCH    2 0
 DP0109
 DP0109.Superseded values are not recommended for survey control.
 DP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0109.See file dsdata.txt to determine how the superseded data were derived.
 DP0109
 DP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB420700(NAD 83)
 DP0109_MARKER: DB = BENCH MARK DISK
 DP0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0109_STAMPING: Z 1180 1961
 DP0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0109+STABILITY: SURFACE MOTION
 DP0109
 DP0109  HISTORY     - Date     Condition        Report By
 DP0109  HISTORY     - 1961     MONUMENTED       CGS
 DP0109
 DP0109                          STATION DESCRIPTION
 DP0109
 DP0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DP0109'3.55 MI E FROM CLAIREMONT.
 DP0109'ABOUT 3.55 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0109'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, ABOUT 0.15 MILE
 DP0109'NORTH-NORTHEAST OF A PRIVATE CEMETERY ON A HILL, AT THE JUNCTION OF
 DP0109'THE HIGHWAY AND A PRIVATE ROAD LEADING SOUTH, SOUTH OF AND ACROSS THE
 DP0109'HIGHWAY FROM A STOCK PEN, 75 FEET SOUTH OF THE CENTER LINE OF THE
 DP0109'HIGHWAY, 23 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 1 1/2 FEET
 DP0109'WEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2
 DP0109'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 DP0109'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0188 ***********************************************************************
 AW0188  DESIGNATION -  Z 1181
 AW0188  PID         -  AW0188
 AW0188  STATE/COUNTY-  TX/HARRIS
 AW0188  USGS QUAD   -  PARK PLACE (1995)
 AW0188
 AW0188                         *CURRENT SURVEY CONTROL
 AW0188  ___________________________________________________________________
 AW0188* NAD 83(1986)-  29 40 20.     (N)    095 19 12.     (W)     SCALED    
 AW0188* NAVD 88     -        12.88   (+/-2cm)      42.3    (feet)  VERTCON   
 AW0188  ___________________________________________________________________
 AW0188  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0188
 AW0188  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0188
 AW0188.The horizontal coordinates were scaled from a topographic map and have
 AW0188.an estimated accuracy of +/- 6 seconds.
 AW0188
 AW0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0188.The vertical order pertains to the NGVD 29 superseded value.
 AW0188
 AW0188.The geoid height was determined by GEOID03.
 AW0188
 AW0188;                    North         East    Units  Estimated Accuracy
 AW0188;SPC TXSC     - 4,209,400.      956,130.      MT  (+/- 180 meters Scaled)
 AW0188
 AW0188                          SUPERSEDED SURVEY CONTROL
 AW0188
 AW0188  NGVD 29 (??/??/92)   12.878  (m)           42.25   (f) ADJ UNCH    1 1
 AW0188
 AW0188.Superseded values are not recommended for survey control.
 AW0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0188.See file dsdata.txt to determine how the superseded data were derived.
 AW0188
 AW0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN754847(NAD 83)
 AW0188_MARKER: DB = BENCH MARK DISK
 AW0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0188_SP_SET: FOUNDATION
 AW0188_STAMPING: Z 1181 1963
 AW0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0188
 AW0188  HISTORY     - Date     Condition        Report By
 AW0188  HISTORY     - 1963     MONUMENTED       CGS
 AW0188  HISTORY     - 1973     GOOD             NGS
 AW0188  HISTORY     - 1978     GOOD             NGS
 AW0188  HISTORY     - 1978     GOOD             NGS
 AW0188  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0188  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0188  HISTORY     - 1987     GOOD             USPSQD
 AW0188  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0188  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0188  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0188  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0188  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0188  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0188  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW0188  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW0188  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW0188
 AW0188                          STATION DESCRIPTION
 AW0188
 AW0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0188'1.4 MI S FROM HOUSTON.
 AW0188'1.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0188'INTERSTATE HIGHWAY 610 SOUTH LOOP OVERPASS AT HOUSTON, AT THE JUNCTION
 AW0188'OF MYKAWA ROAD AND WAYSIDE DRIVE, SET IN THE TOP AND AT THE WEST EDGE
 AW0188'OF THE FOUNDATION OF SEMAPHORE 171 A, 11.1 FEET WEST OF THE WEST RAIL,
 AW0188'71 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 0.6 FOOT HIGHER
 AW0188'THAN THE TRACK.
 AW0188
 AW0188                          STATION RECOVERY (1978)
 AW0188
 AW0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0188'RECOVERED IN GOOD CONDITION.
 AW0188
 AW0188                          STATION RECOVERY (1978)
 AW0188
 AW0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0188'RECOVERED IN GOOD CONDITION.
 AW0188
 AW0188                          STATION RECOVERY (1986)
 AW0188
 AW0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0188'THE SIGNAL HAS BEEN REMOVED.
 AW0188
 AW0188                          STATION RECOVERY (1987)
 AW0188
 AW0188'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 AW0188'MARK NOT FOUND.
 AW0188
 AW0188                          STATION RECOVERY (1987)
 AW0188
 AW0188'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0188'RECOVERED IN GOOD CONDITION.
 AW0188
 AW0188                          STATION RECOVERY (1987)
 AW0188
 AW0188'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0188'MARK NOT FOUND.
 AW0188
 AW0188                          STATION RECOVERY (1987)
 AW0188
 AW0188'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0188'MARK NOT FOUND.
 AW0188
 AW0188                          STATION RECOVERY (1988)
 AW0188
 AW0188'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0188'MARK NOT FOUND.
 AW0188
 AW0188                          STATION RECOVERY (1989)
 AW0188
 AW0188'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0188'MARK NOT FOUND.
 AW0188
 AW0188                          STATION RECOVERY (1989)
 AW0188
 AW0188'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0188'MARK NOT FOUND.
 AW0188
 AW0188                          STATION RECOVERY (1989)
 AW0188
 AW0188'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0188'MARK NOT FOUND.
 AW0188
 AW0188                          STATION RECOVERY (1991)
 AW0188
 AW0188'RECOVERY NOTE BY US POWER SQUADRON 1991 (BB)
 AW0188'MARK NOT FOUND.
 AW0188
 AW0188                          STATION RECOVERY (1995)
 AW0188
 AW0188'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0188'MARK NOT FOUND.
 AW0188
 AW0188                          STATION RECOVERY (2005)
 AW0188
 AW0188'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0249 ***********************************************************************
 AW0249  DESIGNATION -  Z 1182
 AW0249  PID         -  AW0249
 AW0249  STATE/COUNTY-  TX/BRAZORIA
 AW0249  USGS QUAD   -  FRIENDSWOOD (1995)
 AW0249
 AW0249                         *CURRENT SURVEY CONTROL
 AW0249  ___________________________________________________________________
 AW0249* NAD 83(1986)-  29 31 14.     (N)    095 14 31.     (W)     SCALED    
 AW0249* NAVD 88     -        12.59   (+/-2cm)      41.3    (feet)  VERTCON   
 AW0249  ___________________________________________________________________
 AW0249  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW0249
 AW0249  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0249
 AW0249.This mark is at Clover Fld (T02) Airport (T02)
 AW0249
 AW0249.The horizontal coordinates were scaled from a topographic map and have
 AW0249.an estimated accuracy of +/- 6 seconds.
 AW0249
 AW0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0249.The vertical order pertains to the NGVD 29 superseded value.
 AW0249
 AW0249.The geoid height was determined by GEOID03.
 AW0249
 AW0249;                    North         East    Units  Estimated Accuracy
 AW0249;SPC TXSC     - 4,192,840.      964,220.      MT  (+/- 180 meters Scaled)
 AW0249
 AW0249                          SUPERSEDED SURVEY CONTROL
 AW0249
 AW0249  NGVD 29 (??/??/92)   12.590  (m)           41.31   (f) ADJ UNCH    1 1
 AW0249
 AW0249.Superseded values are not recommended for survey control.
 AW0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0249.See file dsdata.txt to determine how the superseded data were derived.
 AW0249
 AW0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN827677(NAD 83)
 AW0249_MARKER: DB = BENCH MARK DISK
 AW0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0249_STAMPING: Z 1182 1964
 AW0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0249+STABILITY: SURFACE MOTION
 AW0249
 AW0249  HISTORY     - Date     Condition        Report By
 AW0249  HISTORY     - 1964     MONUMENTED       CGS
 AW0249  HISTORY     - 1973     GOOD             NGS
 AW0249  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0249  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0249  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0249  HISTORY     - 19960928 GOOD             USPSQD
 AW0249
 AW0249                          STATION DESCRIPTION
 AW0249
 AW0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0249'IN CLOVER FIELD.
 AW0249'AT CLOVER FIELD AIRPORT, AT THE WIND TEE, 0.4 MILE NORTH-NORTHWEST OF
 AW0249'A LARGE BRICK HOME, 241 FEET SOUTH OF THE CENTER LINES OF THE
 AW0249'INTERSECTION OF THE 3 RUNWAYS, 181 FEET SOUTHWEST OF THE CENTER LINE
 AW0249'OF THE NORTHWEST-SOUTHEAST RUNWAY, 136 FEET SOUTHEAST OF THE CENTER
 AW0249'LINE OF THE NORTHEAST-SOUTHWEST RUNWAY, 26 FEET WEST-SOUTHWEST OF THE
 AW0249'WIND TEE, SET IN THE TOP OF A CONCRETE POST THAT IS ABOUT LEVEL WITH
 AW0249'THE RUNWAYS, AND ABOUT 0.2 FOOT UNDERGROUND.
 AW0249
 AW0249                          STATION RECOVERY (1978)
 AW0249
 AW0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0249'NOT RECOVERED.
 AW0249
 AW0249                          STATION RECOVERY (1978)
 AW0249
 AW0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0249'NOT RECOVERED.
 AW0249
 AW0249                          STATION RECOVERY (1987)
 AW0249
 AW0249'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0249'MARK NOT FOUND.
 AW0249
 AW0249                          STATION RECOVERY (1996)
 AW0249
 AW0249'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0414 ***********************************************************************
 BL0414  DESIGNATION -  Z 1183
 BL0414  PID         -  BL0414
 BL0414  STATE/COUNTY-  TX/JEFFERSON
 BL0414  USGS QUAD   -  DAISETTA (1984)
 BL0414
 BL0414                         *CURRENT SURVEY CONTROL
 BL0414  ___________________________________________________________________
 BL0414* NAD 83(1986)-  30 02 15.     (N)    094 38 31.     (W)     SCALED    
 BL0414* NAVD 88     -        18.558  (meters)      60.89   (feet)  ADJUSTED  
 BL0414  ___________________________________________________________________
 BL0414  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0414  DYNAMIC HT  -          18.533 (meters)      60.80  (feet)  COMP
 BL0414  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 BL0414  OBS GRAVITY -     979,305.3   (mgal)                       GRAV_OBS
 BL0414
 BL0414  VERT ORDER  -  FIRST     CLASS I
 BL0414
 BL0414.The horizontal coordinates were scaled from a topographic map and have
 BL0414.an estimated accuracy of +/- 6 seconds.
 BL0414
 BL0414.The orthometric height was determined by differential leveling
 BL0414.and adjusted by the National Geodetic Survey in June 1991..
 BL0414
 BL0414.The geoid height was determined by GEOID03.
 BL0414
 BL0414.The dynamic height is computed by dividing the NAVD 88
 BL0414.geopotential number by the normal gravity value computed on the
 BL0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0414.degrees latitude (g = 980.6199 gals.).
 BL0414
 BL0414.The modeled gravity was interpolated from observed gravity values.
 BL0414.The observed gravity was obtained from relative gravimeter ties
 BL0414.to the IGSN71 gravity network.
 BL0414
 BL0414;                    North         East    Units  Estimated Accuracy
 BL0414;SPC TXSC     - 4,252,120.    1,020,210.      MT  (+/- 180 meters Scaled)
 BL0414
 BL0414                          SUPERSEDED SURVEY CONTROL
 BL0414
 BL0414  NGVD 29 (12/23/87)   18.562  (m)           60.90   (f) ADJUSTED    1 1
 BL0414
 BL0414.Superseded values are not recommended for survey control.
 BL0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0414.See file dsdata.txt to determine how the superseded data were derived.
 BL0414
 BL0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP416240(NAD 83)
 BL0414_MARKER: DB = BENCH MARK DISK
 BL0414_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL0414_SP_SET: BRIDGE
 BL0414_STAMPING: Z 1183 1963
 BL0414_MARK LOGO: CGS   
 BL0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0414+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0414
 BL0414  HISTORY     - Date     Condition        Report By
 BL0414  HISTORY     - 1963     MONUMENTED       CGS
 BL0414  HISTORY     - 1972     GOOD             NGS
 BL0414  HISTORY     - 1987     GOOD             NGS
 BL0414  HISTORY     - 19940805 GOOD             USPSQD
 BL0414  HISTORY     - 20010331 GOOD             NGS
 BL0414  HISTORY     - 20010331 GOOD             NGS
 BL0414  HISTORY     - 20030310 MARK NOT FOUND   USPSQD
 BL0414  HISTORY     - 20041004 GOOD             USPSQD
 BL0414
 BL0414                          STATION DESCRIPTION
 BL0414
 BL0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0414'1.85 MI E FROM RAYWOOD.
 BL0414'ABOUT 1.85 MILES EAST ALONG US HIGHWAY 90 FROM THE POST OFFICE, SET IN
 BL0414'THE TOP OF THE GUARD RAIL BASE DIRECTLY OVER THE NORTH END OF THE WEST
 BL0414'ABUTMENT TO A 39-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 22.6 FEET
 BL0414'NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET EAST OF THE WEST END
 BL0414'OF THE NORTHWEST WINGWALL OF THE BRIDGE AND ABOUT LEVEL WITH THE
 BL0414'HIGHWAY.
 BL0414
 BL0414                          STATION RECOVERY (1987)
 BL0414
 BL0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0414'RECOVERED IN GOOD CONDITION.
 BL0414
 BL0414                          STATION RECOVERY (1994)
 BL0414
 BL0414'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0414'RECOVERED IN GOOD CONDITION.
 BL0414
 BL0414                          STATION RECOVERY (2001)
 BL0414
 BL0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0414'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0414
 BL0414                          STATION RECOVERY (2001)
 BL0414
 BL0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0414'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0414
 BL0414                          STATION RECOVERY (2003)
 BL0414
 BL0414'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0414'MARK NOT FOUND.
 BL0414
 BL0414                          STATION RECOVERY (2004)
 BL0414
 BL0414'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0485 ***********************************************************************
 AW0485  DESIGNATION -  Z 1184
 AW0485  PID         -  AW0485
 AW0485  STATE/COUNTY-  TX/GALVESTON
 AW0485  USGS QUAD   -  HITCHCOCK (1974)
 AW0485
 AW0485                         *CURRENT SURVEY CONTROL
 AW0485  ___________________________________________________________________
 AW0485* NAD 83(1986)-  29 21 56.     (N)    095 04 08.     (W)     SCALED    
 AW0485* NAVD 88     -         6.314  (meters)      20.72   (feet)  ADJUSTED  
 AW0485  ___________________________________________________________________
 AW0485  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW0485  DYNAMIC HT  -           6.305 (meters)      20.69  (feet)  COMP
 AW0485  MODELED GRAV-     979,264.9   (mgal)                       NAVD 88
 AW0485
 AW0485  VERT ORDER  -  FIRST     CLASS I
 AW0485
 AW0485.The horizontal coordinates were scaled from a topographic map and have
 AW0485.an estimated accuracy of +/- 6 seconds.
 AW0485
 AW0485.The orthometric height was determined by differential leveling
 AW0485.and adjusted by the National Geodetic Survey in June 1991..
 AW0485
 AW0485.The geoid height was determined by GEOID03.
 AW0485
 AW0485.The dynamic height is computed by dividing the NAVD 88
 AW0485.geopotential number by the normal gravity value computed on the
 AW0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0485.degrees latitude (g = 980.6199 gals.).
 AW0485
 AW0485.The modeled gravity was interpolated from observed gravity values.
 AW0485
 AW0485;                    North         East    Units  Estimated Accuracy
 AW0485;SPC TXSC     - 4,176,220.      981,560.      MT  (+/- 180 meters Scaled)
 AW0485
 AW0485                          SUPERSEDED SURVEY CONTROL
 AW0485
 AW0485  NGVD 29 (12/23/87)    6.310  (m)           20.70   (f) ADJUSTED    1 1
 AW0485
 AW0485.Superseded values are not recommended for survey control.
 AW0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0485.See file dsdata.txt to determine how the superseded data were derived.
 AW0485
 AW0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN991502(NAD 83)
 AW0485_MARKER: DB = BENCH MARK DISK
 AW0485_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0485_SP_SET: HEADWALL
 AW0485_STAMPING: Z 1184 1964
 AW0485_MARK LOGO: CGS   
 AW0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0485+STABILITY: SURFACE MOTION
 AW0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0485+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 AW0485
 AW0485  HISTORY     - Date     Condition        Report By
 AW0485  HISTORY     - 1964     MONUMENTED       CGS
 AW0485  HISTORY     - 1973     GOOD             NGS
 AW0485  HISTORY     - 1978     GOOD             NGS
 AW0485  HISTORY     - 1987     GOOD             USPSQD
 AW0485  HISTORY     - 1987     GOOD             USPSQD
 AW0485  HISTORY     - 1987     GOOD             USPSQD
 AW0485  HISTORY     - 1987     GOOD             USPSQD
 AW0485  HISTORY     - 1987     GOOD             USPSQD
 AW0485  HISTORY     - 1987     GOOD             USPSQD
 AW0485  HISTORY     - 1987     GOOD             NGS
 AW0485  HISTORY     - 1988     GOOD             USPSQD
 AW0485  HISTORY     - 1988     GOOD             USPSQD
 AW0485  HISTORY     - 1988     GOOD             USPSQD
 AW0485  HISTORY     - 1988     GOOD             USPSQD
 AW0485  HISTORY     - 1988     GOOD             USPSQD
 AW0485  HISTORY     - 1988     GOOD             USPSQD
 AW0485  HISTORY     - 1988     GOOD             USPSQD
 AW0485  HISTORY     - 1988     GOOD             USPSQD
 AW0485  HISTORY     - 1988     GOOD             USPSQD
 AW0485  HISTORY     - 1988     GOOD             USPSQD
 AW0485  HISTORY     - 1989     GOOD             USPSQD
 AW0485  HISTORY     - 1989     GOOD             USPSQD
 AW0485  HISTORY     - 1990     GOOD             USPSQD
 AW0485  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW0485  HISTORY     - 19940530 GOOD             USPSQD
 AW0485  HISTORY     - 20030719 GOOD             USPSQD
 AW0485  HISTORY     - 20041021 GOOD             USPSQD
 AW0485  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 AW0485  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 AW0485
 AW0485                          STATION DESCRIPTION
 AW0485
 AW0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0485'0.85 MI E FROM ALTA LOMA.
 AW0485'0.85 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0485'THE STATION AT ALTA LOMA, 0.2 MILE EAST OF THE CROSSING OF A ROAD, IN
 AW0485'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A PIPE
 AW0485'CULVERT UNDER STATE HIGHWAY 6, 32 1/2 FEET SOUTH OF THE CENTER LINE OF
 AW0485'THE SOUTH LANES OF THE HIGHWAY, 165 FEET NORTH OF THE NORTH RAIL, AND
 AW0485'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AW0485
 AW0485                          STATION RECOVERY (1978)
 AW0485
 AW0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1987)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1987)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1987)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1987)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1987)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1987)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1987)
 AW0485
 AW0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1988)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1988)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1988)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1988)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1988)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1988)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1988)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1988)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1988)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1988)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1989)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1989)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1990)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (1994)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0485'MARK NOT FOUND.
 AW0485
 AW0485                          STATION RECOVERY (1994)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (2003)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (2004)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0485'RECOVERED IN GOOD CONDITION.
 AW0485
 AW0485                          STATION RECOVERY (2004)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0485'LOTS OF REWORKING OF THE RAILS IN THIS AREA.
 AW0485
 AW0485                          STATION RECOVERY (2004)
 AW0485
 AW0485'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0485'DEB AW0485 IS GOOD AW502 IS NOT SORRY ABOUT THAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1958 ***********************************************************************
 AW1958  DESIGNATION -  Z 1185
 AW1958  PID         -  AW1958
 AW1958  STATE/COUNTY-  TX/HARRIS
 AW1958  USGS QUAD   -  HIGHLANDS (1995)
 AW1958
 AW1958                         *CURRENT SURVEY CONTROL
 AW1958  ___________________________________________________________________
 AW1958* NAD 83(1986)-  29 45 19.     (N)    095 05 14.     (W)     SCALED    
 AW1958* NAVD 88     -         0.757  (meters)       2.48   (feet)  ADJUSTED  
 AW1958  ___________________________________________________________________
 AW1958  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1958  DYNAMIC HT  -           0.756 (meters)       2.48  (feet)  COMP
 AW1958  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AW1958
 AW1958  VERT ORDER  -  FIRST     CLASS II
 AW1958
 AW1958.The horizontal coordinates were scaled from a topographic map and have
 AW1958.an estimated accuracy of +/- 6 seconds.
 AW1958
 AW1958.The orthometric height was determined by differential leveling
 AW1958.and adjusted by the National Geodetic Survey in June 1991..
 AW1958
 AW1958.The geoid height was determined by GEOID03.
 AW1958
 AW1958.The dynamic height is computed by dividing the NAVD 88
 AW1958.geopotential number by the normal gravity value computed on the
 AW1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1958.degrees latitude (g = 980.6199 gals.).
 AW1958
 AW1958.The modeled gravity was interpolated from observed gravity values.
 AW1958
 AW1958;                    North         East    Units  Estimated Accuracy
 AW1958;SPC TXSC     - 4,219,330.      978,340.      MT  (+/- 180 meters Scaled)
 AW1958
 AW1958                          SUPERSEDED SURVEY CONTROL
 AW1958
 AW1958  NGVD 29 (12/23/87)    0.754  (m)            2.47   (f) ADJUSTED    1 2
 AW1958
 AW1958.Superseded values are not recommended for survey control.
 AW1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1958.See file dsdata.txt to determine how the superseded data were derived.
 AW1958
 AW1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN981934(NAD 83)
 AW1958_MARKER: DB = BENCH MARK DISK
 AW1958_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1958_SP_SET: HEADWALL OF BOX CULVERT
 AW1958_STAMPING: Z 1185 1964
 AW1958_MARK LOGO: CGS   
 AW1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1958+STABILITY: SURFACE MOTION
 AW1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1958+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AW1958
 AW1958  HISTORY     - Date     Condition        Report By
 AW1958  HISTORY     - 1964     MONUMENTED       CGS
 AW1958  HISTORY     - 1971     GOOD             NGS
 AW1958  HISTORY     - 1978     GOOD             DOD
 AW1958  HISTORY     - 1978     GOOD             NGS
 AW1958  HISTORY     - 1986     GOOD             NGS
 AW1958  HISTORY     - 1989     GOOD             USPSQD
 AW1958  HISTORY     - 19940818 GOOD             USPSQD
 AW1958  HISTORY     - 20010331 GOOD             NGS
 AW1958  HISTORY     - 20040426 GOOD             USPSQD
 AW1958  HISTORY     - 20050704 GOOD             USPSQD
 AW1958
 AW1958                          STATION DESCRIPTION
 AW1958
 AW1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW1958'0.6 MI SW FROM LYNCHBURG.
 AW1958'ABOUT 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW1958'LANDING AT LYNCHBURG, 18 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW1958'HIGHWAY, 101 FEET NORTHEAST OF THE CENTER LINE OF A PAVED ROAD LEADING
 AW1958'NORTHWEST ALONG THE NORTHEAST SIDE OF THE BATTLESHIP TEXAS TO THE SAN
 AW1958'JACINTO INN, SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE
 AW1958'HEAD WALL OF A BOX CULVERT, AND ABOUT 14 INCHES ABOVE THE LEVEL OF THE
 AW1958'HIGHWAY.
 AW1958
 AW1958                          STATION RECOVERY (1971)
 AW1958
 AW1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1958'RECOVERED IN GOOD CONDITION.
 AW1958
 AW1958                          STATION RECOVERY (1978)
 AW1958
 AW1958'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1958'RECOVERED IN GOOD CONDITION.
 AW1958
 AW1958                          STATION RECOVERY (1978)
 AW1958
 AW1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1958'RECOVERED IN GOOD CONDITION.
 AW1958
 AW1958                          STATION RECOVERY (1986)
 AW1958
 AW1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1958'RECOVERED IN GONDITION AS DESCRIBED, EXCEPT THE HEADWALL IS 14 INCHES
 AW1958'BELOW THE LEVEL OF THE HIGHWAY.
 AW1958
 AW1958                          STATION RECOVERY (1989)
 AW1958
 AW1958'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1958'RECOVERED IN GOOD CONDITION.
 AW1958
 AW1958                          STATION RECOVERY (1994)
 AW1958
 AW1958'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1958'RECOVERED IN GOOD CONDITION.
 AW1958
 AW1958                          STATION RECOVERY (2001)
 AW1958
 AW1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1958'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1958
 AW1958                          STATION RECOVERY (2004)
 AW1958
 AW1958'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1958'GO TO N29 45 18.0 W095 05 13.8. MISSING. 18 INCHES BELOW HIGHWAY.
 AW1958
 AW1958                          STATION RECOVERY (2005)
 AW1958
 AW1958'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1958'GO TO N29 45 18.2 W095 05 13.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1601 ***********************************************************************
 AW1601  DESIGNATION -  Z 1186
 AW1601  PID         -  AW1601
 AW1601  STATE/COUNTY-  TX/GALVESTON
 AW1601  USGS QUAD   -  TEXAS CITY (1994)
 AW1601
 AW1601                         *CURRENT SURVEY CONTROL
 AW1601  ___________________________________________________________________
 AW1601* NAD 83(1986)-  29 29 46.     (N)    094 55 15.     (W)     SCALED    
 AW1601* NAVD 88     -         3.05   (+/-2cm)      10.0    (feet)  VERTCON   
 AW1601  ___________________________________________________________________
 AW1601  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1601  OBS GRAVITY -     979,276.9   (mgal)                       GRAV_OBS
 AW1601
 AW1601  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1601
 AW1601.The horizontal coordinates were scaled from a topographic map and have
 AW1601.an estimated accuracy of +/- 6 seconds.
 AW1601
 AW1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1601.The vertical order pertains to the NGVD 29 superseded value.
 AW1601
 AW1601.The geoid height was determined by GEOID03.
 AW1601.The observed gravity was obtained from relative gravimeter ties
 AW1601.to the IGSN71 gravity network.
 AW1601
 AW1601;                    North         East    Units  Estimated Accuracy
 AW1601;SPC TXSC     - 4,191,180.      995,420.      MT  (+/- 180 meters Scaled)
 AW1601
 AW1601                          SUPERSEDED SURVEY CONTROL
 AW1601
 AW1601  NGVD 29 (??/??/92)    3.049  (m)           10.00   (f) ADJ UNCH    1 2
 AW1601
 AW1601.Superseded values are not recommended for survey control.
 AW1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1601.See file dsdata.txt to determine how the superseded data were derived.
 AW1601
 AW1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN137644(NAD 83)
 AW1601_MARKER: DB = BENCH MARK DISK
 AW1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1601_SP_SET: CULVERT
 AW1601_STAMPING: Z 1186 1964
 AW1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1601+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AW1601
 AW1601  HISTORY     - Date     Condition        Report By
 AW1601  HISTORY     - 1964     MONUMENTED       CGS
 AW1601  HISTORY     - 1973     GOOD             NGS
 AW1601  HISTORY     - 1978     GOOD             NGS
 AW1601  HISTORY     - 1987     GOOD             USPSQD
 AW1601  HISTORY     - 1987     GOOD             USPSQD
 AW1601  HISTORY     - 1987     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1988     GOOD             USPSQD
 AW1601  HISTORY     - 1989     GOOD             USPSQD
 AW1601  HISTORY     - 1989     GOOD             USPSQD
 AW1601  HISTORY     - 1989     GOOD             USPSQD
 AW1601  HISTORY     - 1989     GOOD             USPSQD
 AW1601  HISTORY     - 1989     GOOD             USPSQD
 AW1601  HISTORY     - 1990     GOOD             USPSQD
 AW1601  HISTORY     - 1990     GOOD             USPSQD
 AW1601  HISTORY     - 1991     GOOD             USPSQD
 AW1601  HISTORY     - 19940326 GOOD             USPSQD
 AW1601  HISTORY     - 20040611 GOOD             USPSQD
 AW1601  HISTORY     - 20050630 GOOD             USPSQD
 AW1601
 AW1601                          STATION DESCRIPTION
 AW1601
 AW1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1601'0.35 MI E FROM SAN LEON.
 AW1601'0.35 MILE EAST ALONG FARM ROAD 517 FROM THE POST OFFICE AT SAN LEON,
 AW1601'AT A POINT THAT THE ROAD MAKES A TURN TO THE SOUTH, AT THE JUNCTION OF
 AW1601'9TH STREET, IN THE TOP CENTER OF THE NORTH CONCRETE HEADWALL OF A
 AW1601'DOUBLE PIPE CULVERT, 67 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 AW1601'62 FEET EAST OF THE CENTER LINE OF THE STREET, 28 FEET NORTH OF THE
 AW1601'CENTER LINE OF AVENUE B WHICH CONTINUES EAST FROM THE JUNCTION OF THE
 AW1601'ROAD AND STREET, AND ABOUT LEVEL WITH THE ROAD.
 AW1601
 AW1601                          STATION RECOVERY (1978)
 AW1601
 AW1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1987)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1987)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1987)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW1601'MARK NOT FOUND.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (RG)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1988)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1989)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1989)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1989)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1989)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1989)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1990)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1990)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1991)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (1994)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1601'RECOVERED IN GOOD CONDITION.
 AW1601
 AW1601                          STATION RECOVERY (2004)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1601'GO TO N29 29 44.2  W094 55 08.1 AT THE NORTH EAST CORNER OF BAYSHORE
 AW1601'DR. AND 9TH STREET.  TOP CENTER OF A DOUBLE PIPE CULVERT ON THE NORTH
 AW1601'SIDE OF BAYSHORE DRIVE.
 AW1601
 AW1601                          STATION RECOVERY (2005)
 AW1601
 AW1601'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1601'GO TO N29 29 44.1  W094 55 08.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1582 ***********************************************************************
 AW1582  DESIGNATION -  Z 1188
 AW1582  PID         -  AW1582
 AW1582  STATE/COUNTY-  TX/GALVESTON
 AW1582  USGS QUAD   -  LEAGUE CITY (1995)
 AW1582
 AW1582                         *CURRENT SURVEY CONTROL
 AW1582  ___________________________________________________________________
 AW1582* NAD 83(1986)-  29 32 57.     (N)    095 01 21.     (W)     SCALED    
 AW1582* NAVD 88     -         7.33   (+/-2cm)      24.0    (feet)  VERTCON   
 AW1582  ___________________________________________________________________
 AW1582  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1582  OBS GRAVITY -     979,274.8   (mgal)                       GRAV_OBS
 AW1582
 AW1582  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1582
 AW1582.The horizontal coordinates were scaled from a topographic map and have
 AW1582.an estimated accuracy of +/- 6 seconds.
 AW1582
 AW1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1582.The vertical order pertains to the NGVD 29 superseded value.
 AW1582
 AW1582.The geoid height was determined by GEOID03.
 AW1582.The observed gravity was obtained from relative gravimeter ties
 AW1582.to the IGSN71 gravity network.
 AW1582
 AW1582;                    North         East    Units  Estimated Accuracy
 AW1582;SPC TXSC     - 4,196,710.      985,370.      MT  (+/- 180 meters Scaled)
 AW1582
 AW1582                          SUPERSEDED SURVEY CONTROL
 AW1582
 AW1582  NGVD 29 (??/??/??)    7.324  (m)           24.03   (f) ADJUSTED    1 2
 AW1582
 AW1582.Superseded values are not recommended for survey control.
 AW1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1582.See file dsdata.txt to determine how the superseded data were derived.
 AW1582
 AW1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN040705(NAD 83)
 AW1582_MARKER: DB = BENCH MARK DISK
 AW1582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1582_SP_SET: ABUTMENT
 AW1582_STAMPING: Z 1188 1964
 AW1582_MARK LOGO: CGS   
 AW1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1582
 AW1582  HISTORY     - Date     Condition        Report By
 AW1582  HISTORY     - 1964     MONUMENTED       CGS
 AW1582  HISTORY     - 1973     GOOD             NGS
 AW1582  HISTORY     - 1974     GOOD             LOCENG
 AW1582  HISTORY     - 1978     GOOD             NGS
 AW1582  HISTORY     - 1983     GOOD             NGS
 AW1582  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1582  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1582  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1582  HISTORY     - 1990     GOOD             USPSQD
 AW1582  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1582  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW1582  HISTORY     - 20010131 MARK NOT FOUND   USPSQD
 AW1582  HISTORY     - 20031107 MARK NOT FOUND   USPSQD
 AW1582  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW1582
 AW1582                          STATION DESCRIPTION
 AW1582
 AW1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1582'0.4 MI N FROM KEMAH.
 AW1582'ABOUT 0.4 MILE NORTH ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1582'KEMAH, AT THE SOUTH END OF THE CONCRETE HIGHWAY BRIDGE OVER CLEAR
 AW1582'CREEK, ABOUT 34 1/2 FEET EAST AND ACROSS THE HIGHWAY FROM THE
 AW1582'GALVESTON-HARRIS COUNTY LINE MARKER, ABOUT 16 FEET EAST OF THE CENTER
 AW1582'LINE OF THE HWY., SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 AW1582'ABUTMENT, 10 INCHES SOUTHWEST OF THE SOUTH END OF THE EAST STEEL GUARD
 AW1582'RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AW1582
 AW1582                          STATION RECOVERY (1974)
 AW1582
 AW1582'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW1582'RECOVERED IN GOOD CONDITION.
 AW1582
 AW1582                          STATION RECOVERY (1978)
 AW1582
 AW1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1582'RECOVERED IN GOOD CONDITION.
 AW1582
 AW1582                          STATION RECOVERY (1983)
 AW1582
 AW1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1582'RECOVERED IN GOOD CONDITION.
 AW1582
 AW1582                          STATION RECOVERY (1987)
 AW1582
 AW1582'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1582'MARK NOT FOUND.
 AW1582
 AW1582                          STATION RECOVERY (1987)
 AW1582
 AW1582'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1582'MARK NOT FOUND.
 AW1582
 AW1582                          STATION RECOVERY (1987)
 AW1582
 AW1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1582'NOT RECOVERED, A NEW HIGH RISE BUILDING HAS BEEN CONSTRUCTED OVER
 AW1582'CLEAR CREEK AND THE REFERENCED BRIDGE NO LONGER EXIST, CONSIDER
 AW1582'DESTROYED.
 AW1582
 AW1582                          STATION RECOVERY (1990)
 AW1582
 AW1582'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1582'RECOVERED IN GOOD CONDITION.
 AW1582
 AW1582                          STATION RECOVERY (1994)
 AW1582
 AW1582'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1582'MARK NOT FOUND.
 AW1582
 AW1582                          STATION RECOVERY (2001)
 AW1582
 AW1582'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRJ)
 AW1582'MARK NOT FOUND.
 AW1582
 AW1582                          STATION RECOVERY (2001)
 AW1582
 AW1582'RECOVERY NOTE BY US POWER SQUADRON 2001 (DHJ)
 AW1582'MARK NOT FOUND.
 AW1582
 AW1582                          STATION RECOVERY (2003)
 AW1582
 AW1582'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1582'MARK NOT FOUND.
 AW1582
 AW1582                          STATION RECOVERY (2005)
 AW1582
 AW1582'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0122 ***********************************************************************
 CC0122  DESIGNATION -  Z 1189
 CC0122  PID         -  CC0122
 CC0122  STATE/COUNTY-  TX/MIDLAND
 CC0122  USGS QUAD   -  BENGE CORNER (1968)
 CC0122
 CC0122                         *CURRENT SURVEY CONTROL
 CC0122  ___________________________________________________________________
 CC0122* NAD 83(1986)-  31 43 34.     (N)    102 00 50.     (W)     SCALED    
 CC0122* NAVD 88     -       817.575  (meters)    2682.33   (feet)  ADJUSTED  
 CC0122  ___________________________________________________________________
 CC0122  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CC0122  DYNAMIC HT  -         816.414 (meters)    2678.52  (feet)  COMP
 CC0122  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 CC0122
 CC0122  VERT ORDER  -  SECOND    CLASS 0
 CC0122
 CC0122.The horizontal coordinates were scaled from a topographic map and have
 CC0122.an estimated accuracy of +/- 6 seconds.
 CC0122
 CC0122.The orthometric height was determined by differential leveling
 CC0122.and adjusted by the National Geodetic Survey in June 1991..
 CC0122
 CC0122.The geoid height was determined by GEOID03.
 CC0122
 CC0122.The dynamic height is computed by dividing the NAVD 88
 CC0122.geopotential number by the normal gravity value computed on the
 CC0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0122.degrees latitude (g = 980.6199 gals.).
 CC0122
 CC0122.The modeled gravity was interpolated from observed gravity values.
 CC0122
 CC0122;                    North         East    Units  Estimated Accuracy
 CC0122;SPC TX C     - 3,229,510.      540,740.      MT  (+/- 180 meters Scaled)
 CC0122
 CC0122                          SUPERSEDED SURVEY CONTROL
 CC0122
 CC0122  NGVD 29 (??/??/92)  817.228  (m)         2681.19   (f) ADJ UNCH    2 0
 CC0122
 CC0122.Superseded values are not recommended for survey control.
 CC0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0122.See file dsdata.txt to determine how the superseded data were derived.
 CC0122
 CC0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR829139(NAD 83)
 CC0122_MARKER: DB = BENCH MARK DISK
 CC0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0122_SP_SET: WELL CASING
 CC0122_STAMPING: Z 1189 1967
 CC0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0122
 CC0122  HISTORY     - Date     Condition        Report By
 CC0122  HISTORY     - 1967     MONUMENTED       CGS
 CC0122  HISTORY     - 20010217 GOOD             USPSQD
 CC0122
 CC0122                          STATION DESCRIPTION
 CC0122
 CC0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0122'18.8 MI S FROM MIDLAND.
 CC0122'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0122'THE STATION AT MIDLAND, THENCE 18.65 MILES SOUTH ALONG STATE HIGHWAY
 CC0122'349, 78 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 CC0122'A CONCRETE FILLED 7-INCH WELL CASING WHICH PROJECTS 1.5 FEET ABOVE THE
 CC0122'LEVEL OF THE GROUND, 219 FEET SOUTH OF A FENCE CORNER POST, 157 FEET
 CC0122'NORTHWEST OF A POWER POLE, 22 FEET EAST OF A HIGHWAY RIGHT-OF-WAY
 CC0122'MARKER POST, 16 FEET WEST OF A ROW OF POWER POLES, 2.4 FEET WEST OF A
 CC0122'METAL WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 CC0122
 CC0122                          STATION RECOVERY (2001)
 CC0122
 CC0122'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0204 ***********************************************************************
 BN0204  DESIGNATION -  Z 119 RESET
 BN0204  PID         -  BN0204
 BN0204  STATE/COUNTY-  TX/LLANO
 BN0204  USGS QUAD   -  LLANO NORTH (1955)
 BN0204
 BN0204                         *CURRENT SURVEY CONTROL
 BN0204  ___________________________________________________________________
 BN0204* NAD 83(1986)-  30 45 07.     (N)    098 40 33.     (W)     SCALED    
 BN0204* NAVD 88     -       311.00   (meters)    1020.3    (feet)  RESET     
 BN0204  ___________________________________________________________________
 BN0204  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BN0204
 BN0204  VERT ORDER  -  THIRD
 BN0204
 BN0204.The horizontal coordinates were scaled from a topographic map and have
 BN0204.an estimated accuracy of +/- 6 seconds.
 BN0204
 BN0204.The orthometric height was computed from unverified reset data.
 BN0204
 BN0204.The geoid height was determined by GEOID03.
 BN0204
 BN0204;                    North         East    Units  Estimated Accuracy
 BN0204;SPC TX C     - 3,121,490.      858,680.      MT  (+/- 180 meters Scaled)
 BN0204
 BN0204                          SUPERSEDED SURVEY CONTROL
 BN0204
 BN0204.No superseded survey control is available for this station.
 BN0204
 BN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV310021(NAD 83)
 BN0204_MARKER: DB = BENCH MARK DISK
 BN0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0204_SP_SET: ROADWAY CURB
 BN0204_STAMPING: Z 119 RESET 1936
 BN0204_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0204
 BN0204  HISTORY     - Date     Condition        Report By
 BN0204  HISTORY     - 1936     MONUMENTED       TXHD
 BN0204  HISTORY     - 19990909 GOOD             TXDOT
 BN0204
 BN0204                          STATION DESCRIPTION
 BN0204
 BN0204'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1936
 BN0204'IN LLANO.
 BN0204'AT LLANO, LLANO COUNTY, AT THE BRIDGE OVER LLANO RIVER, AT THE SOUTH
 BN0204'ABUTMENT, AT A CORNER FORMED BY THE CONCRETE HANDRAIL, AND IN THE TOP
 BN0204'OF THE EAST ROADWAY CURB.  A STANDARD DISK, STAMPED Z 119 RESET 1936.
 BN0204
 BN0204                          STATION RECOVERY (1999)
 BN0204
 BN0204'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0204'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0507 ***********************************************************************
 CB0507  DESIGNATION -  Z 1190
 CB0507  PID         -  CB0507
 CB0507  STATE/COUNTY-  TX/UPTON
 CB0507  USGS QUAD   -  MIDKIFF SW (1968)
 CB0507
 CB0507                         *CURRENT SURVEY CONTROL
 CB0507  ___________________________________________________________________
 CB0507* NAD 83(1986)-  31 32 26.     (N)    101 57 12.     (W)     SCALED    
 CB0507* NAVD 88     -       845.168  (meters)    2772.86   (feet)  ADJUSTED  
 CB0507  ___________________________________________________________________
 CB0507  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CB0507  DYNAMIC HT  -         843.952 (meters)    2768.87  (feet)  COMP
 CB0507  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 CB0507
 CB0507  VERT ORDER  -  SECOND    CLASS 0
 CB0507
 CB0507.The horizontal coordinates were scaled from a topographic map and have
 CB0507.an estimated accuracy of +/- 6 seconds.
 CB0507
 CB0507.The orthometric height was determined by differential leveling
 CB0507.and adjusted by the National Geodetic Survey in June 1991..
 CB0507
 CB0507.The geoid height was determined by GEOID03.
 CB0507
 CB0507.The dynamic height is computed by dividing the NAVD 88
 CB0507.geopotential number by the normal gravity value computed on the
 CB0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0507.degrees latitude (g = 980.6199 gals.).
 CB0507
 CB0507.The modeled gravity was interpolated from observed gravity values.
 CB0507
 CB0507;                    North         East    Units  Estimated Accuracy
 CB0507;SPC TX C     - 3,208,850.      546,180.      MT  (+/- 180 meters Scaled)
 CB0507
 CB0507                          SUPERSEDED SURVEY CONTROL
 CB0507
 CB0507  NGVD 29 (??/??/92)  844.825  (m)         2771.73   (f) ADJ UNCH    2 0
 CB0507
 CB0507.Superseded values are not recommended for survey control.
 CB0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0507.See file dsdata.txt to determine how the superseded data were derived.
 CB0507
 CB0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV196932(NAD 83)
 CB0507_MARKER: DB = BENCH MARK DISK
 CB0507_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CB0507_SP_SET: 10 FEET
 CB0507_STAMPING: Z 1190 1967
 CB0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0507
 CB0507  HISTORY     - Date     Condition        Report By
 CB0507  HISTORY     - 1967     MONUMENTED       CGS
 CB0507  HISTORY     - 20010217 GOOD             USPSQD
 CB0507
 CB0507                          STATION DESCRIPTION
 CB0507
 CB0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0507'22.0 MI N FROM RANKIN.
 CB0507'ABOUT 22.0 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0507'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.75 MILE NORTH
 CB0507'OF THE JUNCTION OF THE HIGHWAY AND RANCH ROAD NUMBER 2401, 74 FEET
 CB0507'EAST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTER
 CB0507'LINE OF A GRADED DIRT ROAD WHICH LEADS TO THE BLUE DANUBE OIL COMPANY
 CB0507'CLINT SHAW LEASE, 20 1/2 FEET NORTHEAST OF A FENCE CORNER POST, 1 1/2
 CB0507'FEET NORTHWEST OF A FENCE, 2.5 FEET NORTHEAST OF A METAL WITNESS POST,
 CB0507'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 CB0507'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 10 FEET AND IS
 CB0507'ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 7 INCHES.
 CB0507
 CB0507                          STATION RECOVERY (2001)
 CB0507
 CB0507'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0652 ***********************************************************************
 AX0652  DESIGNATION -  Z 1192
 AX0652  PID         -  AX0652
 AX0652  STATE/COUNTY-  TX/JACKSON
 AX0652  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0652
 AX0652                         *CURRENT SURVEY CONTROL
 AX0652  ___________________________________________________________________
 AX0652* NAD 83(1986)-  29 02 26.     (N)    096 40 20.     (W)     SCALED    
 AX0652* NAVD 88     -        24.898  (meters)      81.69   (feet)  ADJUSTED  
 AX0652  ___________________________________________________________________
 AX0652  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0652  DYNAMIC HT  -          24.863 (meters)      81.57  (feet)  COMP
 AX0652  MODELED GRAV-     979,218.3   (mgal)                       NAVD 88
 AX0652
 AX0652  VERT ORDER  -  FIRST     CLASS I
 AX0652
 AX0652.The horizontal coordinates were scaled from a topographic map and have
 AX0652.an estimated accuracy of +/- 6 seconds.
 AX0652
 AX0652.The orthometric height was determined by differential leveling
 AX0652.and adjusted by the National Geodetic Survey in June 1991..
 AX0652
 AX0652.The geoid height was determined by GEOID03.
 AX0652
 AX0652.The dynamic height is computed by dividing the NAVD 88
 AX0652.geopotential number by the normal gravity value computed on the
 AX0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0652.degrees latitude (g = 980.6199 gals.).
 AX0652
 AX0652.The modeled gravity was interpolated from observed gravity values.
 AX0652
 AX0652;                    North         East    Units  Estimated Accuracy
 AX0652;SPC TXSC     - 4,136,050.      826,690.      MT  (+/- 180 meters Scaled)
 AX0652
 AX0652                          SUPERSEDED SURVEY CONTROL
 AX0652
 AX0652  NGVD 29 (??/??/92)   24.911  (m)           81.73   (f) ADJ UNCH    1 1
 AX0652
 AX0652.Superseded values are not recommended for survey control.
 AX0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0652.See file dsdata.txt to determine how the superseded data were derived.
 AX0652
 AX0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT266147(NAD 83)
 AX0652_MARKER: DB = BENCH MARK DISK
 AX0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0652_SP_SET: 33.5 FT
 AX0652_STAMPING: Z 1192 1972
 AX0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0652
 AX0652  HISTORY     - Date     Condition        Report By
 AX0652  HISTORY     - 1972     MONUMENTED       NGS
 AX0652
 AX0652                          STATION DESCRIPTION
 AX0652
 AX0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0652'4.65 MI NW FROM EDNA.
 AX0652'ABOUT 4.65 MILES NORTHWEST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AX0652'AT EDNA, AT THE JUNCTION OF WEIGAND ROAD LEADING SOUTHWEST, 83 FEET
 AX0652'NORTHWEST OF THE EXTENDED CENTER LINE OF THE ROAD, 57 FEET NORTHEAST
 AX0652'OF THE CENTER LINE OF THE HIGHWAY, 37 1/2 FEET SOUTHWEST OF A POWER
 AX0652'LINE POLE IN A FIELD, 33 FEET SOUTHEAST OF THE CENTER OF AN 18-INCH
 AX0652'WHITE OAK TREE, 0.7 FOOT SOUTHWEST OF THE FENCE LINE, 1 FOOT NORTHWEST
 AX0652'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS
 AX0652'A DISK ON THE TOP OF A COPPER COATED STEEL ROD ONE INCH BELOW THE
 AX0652'LEVEL OF THE GROUND AND ENCASED IN A 6-INCH METAL PIPE THAT PROJECTS 2
 AX0652'INCHES ABOVE THE LEVEL OF THE GROUND. THE ROD WAS DRIVEN TO REFUSAL AT
 AX0652'A DEPTH OF 33.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0655 ***********************************************************************
 AX0655  DESIGNATION -  Z 1193
 AX0655  PID         -  AX0655
 AX0655  STATE/COUNTY-  TX/JACKSON
 AX0655  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0655
 AX0655                         *CURRENT SURVEY CONTROL
 AX0655  ___________________________________________________________________
 AX0655* NAD 83(1986)-  29 00 58.     (N)    096 39 33.     (W)     SCALED    
 AX0655* NAVD 88     -        22.926  (meters)      75.22   (feet)  ADJUSTED  
 AX0655  ___________________________________________________________________
 AX0655  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0655  DYNAMIC HT  -          22.893 (meters)      75.11  (feet)  COMP
 AX0655  MODELED GRAV-     979,217.0   (mgal)                       NAVD 88
 AX0655
 AX0655  VERT ORDER  -  FIRST     CLASS I
 AX0655
 AX0655.The horizontal coordinates were scaled from a topographic map and have
 AX0655.an estimated accuracy of +/- 6 seconds.
 AX0655
 AX0655.The orthometric height was determined by differential leveling
 AX0655.and adjusted by the National Geodetic Survey in June 1991..
 AX0655
 AX0655.The geoid height was determined by GEOID03.
 AX0655
 AX0655.The dynamic height is computed by dividing the NAVD 88
 AX0655.geopotential number by the normal gravity value computed on the
 AX0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0655.degrees latitude (g = 980.6199 gals.).
 AX0655
 AX0655.The modeled gravity was interpolated from observed gravity values.
 AX0655
 AX0655;                    North         East    Units  Estimated Accuracy
 AX0655;SPC TXSC     - 4,133,370.      828,010.      MT  (+/- 180 meters Scaled)
 AX0655
 AX0655                          SUPERSEDED SURVEY CONTROL
 AX0655
 AX0655  NGVD 29 (??/??/92)   22.938  (m)           75.26   (f) ADJ UNCH    1 1
 AX0655
 AX0655.Superseded values are not recommended for survey control.
 AX0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0655.See file dsdata.txt to determine how the superseded data were derived.
 AX0655
 AX0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT279120(NAD 83)
 AX0655_MARKER: DB = BENCH MARK DISK
 AX0655_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0655+WITH SETTING: INTO GROUND
 AX0655_STAMPING: Z 1193 1972
 AX0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0655+STABILITY: SURFACE MOTION
 AX0655
 AX0655  HISTORY     - Date     Condition        Report By
 AX0655  HISTORY     - 1972     MONUMENTED       NGS
 AX0655
 AX0655                          STATION DESCRIPTION
 AX0655
 AX0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0655'2.75 MI NW FROM EDNA.
 AX0655'ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AX0655'AT EDNA, 0.45 MILE SOUTHEAST OF THE JUNCTION OF THE KRENZIER ROAD
 AX0655'LEADING NORTHEAST TO THE BURNETTVILLE CEMETERY, AT A GATE TO A
 AX0655'PASTURE, 93 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A FARM LANE
 AX0655'LEADING SOUTHWEST TO A HOUSE AND WINDMILL, 58 FEET NORTHEAST OF THE
 AX0655'CENTER LINE OF THE HIGHWAY, 33 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 AX0655'GATE POST AT ENTRANCE TO A PASTURE, 35.6 FEET EAST OF THE SOUTHEAST
 AX0655'END OF A PIPE CULVERT UNDER PASTURE ROAD, 0.8 FOOT SOUTHWEST OF THE
 AX0655'RIGHT-OF-WAY FENCE, 1.1 EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AX0655'THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS
 AX0655'ATTACHED TO A METAL BASE PLATE.   THE DISK PROJECTS 1 INCH ABOVE THE
 AX0655'LEVEL OF THE GROUND AND ENCASED IN A 6-INCH PIPE THAT PROJECTS 3
 AX0655'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0083 ***********************************************************************
 AN0083  DESIGNATION -  Z 1194
 AN0083  PID         -  AN0083
 AN0083  STATE/COUNTY-  TX/JACKSON
 AN0083  USGS QUAD   -  FRANCITAS NW (1995)
 AN0083
 AN0083                         *CURRENT SURVEY CONTROL
 AN0083  ___________________________________________________________________
 AN0083* NAD 83(1986)-  28 59 37.     (N)    096 29 43.     (W)     SCALED    
 AN0083* NAVD 88     -        17.71   (+/-2cm)      58.1    (feet)  VERTCON   
 AN0083  ___________________________________________________________________
 AN0083  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0083
 AN0083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0083
 AN0083.The horizontal coordinates were scaled from a topographic map and have
 AN0083.an estimated accuracy of +/- 6 seconds.
 AN0083
 AN0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0083.The vertical order pertains to the NGVD 29 superseded value.
 AN0083
 AN0083.The geoid height was determined by GEOID03.
 AN0083
 AN0083;                    North         East    Units  Estimated Accuracy
 AN0083;SPC TXSC     - 4,131,200.      844,030.      MT  (+/- 180 meters Scaled)
 AN0083
 AN0083                          SUPERSEDED SURVEY CONTROL
 AN0083
 AN0083  NGVD 29 (??/??/92)   17.721  (m)           58.14   (f) ADJ UNCH    2 0
 AN0083
 AN0083.Superseded values are not recommended for survey control.
 AN0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0083.See file dsdata.txt to determine how the superseded data were derived.
 AN0083
 AN0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT440098(NAD 83)
 AN0083_MARKER: DB = BENCH MARK DISK
 AN0083_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0083+WITH SETTING: INTO GROUND
 AN0083_STAMPING: Z 1194 1972
 AN0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0083+STABILITY: SURFACE MOTION
 AN0083
 AN0083  HISTORY     - Date     Condition        Report By
 AN0083  HISTORY     - 1972     MONUMENTED       NGS
 AN0083  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AN0083
 AN0083                          STATION DESCRIPTION
 AN0083
 AN0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0083'3.5 MI SE FROM GANADO.
 AN0083'ABOUT 3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE
 AN0083'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, 57 1/2 FEET NORTHEAST OF
 AN0083'THE CENTER LINE OF THE HIGHWAY, 61 1/2 FEET EAST OF THE CENTER OF A
 AN0083'JUNCTION OF A PRIVATE DRIVEWAY, 65 FEET EAST-SOUTHEAST OF THE
 AN0083'SOUTHEAST END OF THE CONCRETE HEADWALL OF A 2-CHANNEL BOX CULVERT, 148
 AN0083'FEET SOUTHEAST OF A POWER POLE, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.0
 AN0083'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 AN0083'OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED
 AN0083'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1 INCH BELOW
 AN0083'THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE
 AN0083'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 AN0083
 AN0083                          STATION RECOVERY (1991)
 AN0083
 AN0083'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0643 ***********************************************************************
 AN0643  DESIGNATION -  Z 1195
 AN0643  PID         -  AN0643
 AN0643  STATE/COUNTY-  TX/JACKSON
 AN0643  USGS QUAD   -  LOLITA (1995)
 AN0643
 AN0643                         *CURRENT SURVEY CONTROL
 AN0643  ___________________________________________________________________
 AN0643* NAD 83(1986)-  28 49 53.     (N)    096 37 28.     (W)     SCALED    
 AN0643* NAVD 88     -        11.819  (meters)      38.78   (feet)  ADJUSTED  
 AN0643  ___________________________________________________________________
 AN0643  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0643  DYNAMIC HT  -          11.802 (meters)      38.72  (feet)  COMP
 AN0643  MODELED GRAV-     979,206.9   (mgal)                       NAVD 88
 AN0643
 AN0643  VERT ORDER  -  FIRST     CLASS I
 AN0643
 AN0643.The horizontal coordinates were scaled from a topographic map and have
 AN0643.an estimated accuracy of +/- 6 seconds.
 AN0643
 AN0643.The orthometric height was determined by differential leveling
 AN0643.and adjusted by the National Geodetic Survey in June 1991..
 AN0643
 AN0643.The geoid height was determined by GEOID03.
 AN0643
 AN0643.The dynamic height is computed by dividing the NAVD 88
 AN0643.geopotential number by the normal gravity value computed on the
 AN0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0643.degrees latitude (g = 980.6199 gals.).
 AN0643
 AN0643.The modeled gravity was interpolated from observed gravity values.
 AN0643
 AN0643;                    North         East    Units  Estimated Accuracy
 AN0643;SPC TXSC     - 4,112,970.      831,810.      MT  (+/- 180 meters Scaled)
 AN0643
 AN0643                          SUPERSEDED SURVEY CONTROL
 AN0643
 AN0643  NGVD 29 (??/??/92)   11.934  (m)           39.15   (f) ADJ UNCH    1 1
 AN0643
 AN0643.Superseded values are not recommended for survey control.
 AN0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0643.See file dsdata.txt to determine how the superseded data were derived.
 AN0643
 AN0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS317916(NAD 83)
 AN0643_MARKER: DB = BENCH MARK DISK
 AN0643_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0643+WITH SETTING: INTO GROUND
 AN0643_STAMPING: Z 1195 1972
 AN0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0643+STABILITY: SURFACE MOTION
 AN0643
 AN0643  HISTORY     - Date     Condition        Report By
 AN0643  HISTORY     - 1972     MONUMENTED       NGS
 AN0643  HISTORY     - 1978     GOOD             NGS
 AN0643
 AN0643                          STATION DESCRIPTION
 AN0643
 AN0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0643'0.55 MI NW FROM VANDERBILT.
 AN0643'ABOUT 0.55 MILE NORTHWEST ALONG FARM TO MARKET ROAD NO. 234 FROM THE
 AN0643'MISSOURI PACIFIC RAILROAD STATION AT VANDERBILT, 225 FEET NORTHEAST OF
 AN0643'THE NORTHEAST CORNER OF THE HOUSE (BRICK) OWNED BY MR JOSEPH DUBICKI,
 AN0643'58 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 102 FEET
 AN0643'SOUTHEAST OF THE CENTER LINE OF A GRAVELED DRIVEWAY, 4 1/2 FEET
 AN0643'NORTHWEST OF A TELEPHONE POLE BRACED BY GUY WIRES, 0.8 FOOT NORTHWEST
 AN0643'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE FARM ROAD AND
 AN0643'ON THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 AN0643'METAL BASE PLATE.  THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND
 AN0643'ENCASED IN A 6 INCH IRON PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF
 AN0643'THE GROUND.
 AN0643
 AN0643                          STATION RECOVERY (1978)
 AN0643
 AN0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0651 ***********************************************************************
 AN0651  DESIGNATION -  Z 1196
 AN0651  PID         -  AN0651
 AN0651  STATE/COUNTY-  TX/JACKSON
 AN0651  USGS QUAD   -  EDNA (1995)
 AN0651
 AN0651                         *CURRENT SURVEY CONTROL
 AN0651  ___________________________________________________________________
 AN0651* NAD 83(1986)-  28 54 27.     (N)    096 40 03.     (W)     SCALED    
 AN0651* NAVD 88     -        16.66   (+/-2cm)      54.7    (feet)  VERTCON   
 AN0651  ___________________________________________________________________
 AN0651  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0651
 AN0651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0651
 AN0651.The horizontal coordinates were scaled from a topographic map and have
 AN0651.an estimated accuracy of +/- 6 seconds.
 AN0651
 AN0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0651.The vertical order pertains to the NGVD 29 superseded value.
 AN0651
 AN0651.The geoid height was determined by GEOID03.
 AN0651
 AN0651;                    North         East    Units  Estimated Accuracy
 AN0651;SPC TXSC     - 4,121,320.      827,440.      MT  (+/- 180 meters Scaled)
 AN0651
 AN0651                          SUPERSEDED SURVEY CONTROL
 AN0651
 AN0651  NGVD 29 (??/??/92)   16.712  (m)           54.83   (f) ADJ UNCH    2 0
 AN0651
 AN0651.Superseded values are not recommended for survey control.
 AN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0651.See file dsdata.txt to determine how the superseded data were derived.
 AN0651
 AN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS274999(NAD 83)
 AN0651_MARKER: DB = BENCH MARK DISK
 AN0651_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0651_SP_SET: 32 FEET
 AN0651_STAMPING: Z 1196 1972
 AN0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0651
 AN0651  HISTORY     - Date     Condition        Report By
 AN0651  HISTORY     - 1972     MONUMENTED       NGS
 AN0651
 AN0651                          STATION DESCRIPTION
 AN0651
 AN0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0651'3.6 MI SE FROM EL TORO.
 AN0651'ABOUT 3.6 MILES SOUTHEAST ALONG FARM-TO-MARKET ROAD 234 FROM THE
 AN0651'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT EL TORO, 374 FEET
 AN0651'SOUTHEAST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY WHICH
 AN0651'LEADS NORTHEAST TO THE RICHARD COSPER BRICK HOUSE, 62 FEET SOUTHWEST
 AN0651'OF THE CENTER LINE OF THE ROAD, 111 FEET EAST OF A POWER POLE WHICH IS
 AN0651'BRACED BY A GUY WIRE, 20 1/2 FEET SOUTHEAST OF A 20-INCH OAK TREE,
 AN0651'324.0 FEET WEST AND ACROSS THE ROAD FROM BENCH MARK T 1196, 394 1/2
 AN0651'FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM BENCH MARK X 1197,
 AN0651'BETWEEN 2 METAL WITNESS POSTS WHICH ARE 2 FEET APART, ABOUT 1 1/2 FEET
 AN0651'BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A COPPER COATED ROD
 AN0651'WHICH IS DRIVEN TO REFUSAL AT A DEPTH OF 107 FEET AND WHICH PROJECTS 6
 AN0651'INCHES AND IS PROTECTED BY A 4-INCH METAL PIPE THAT IS SET TO A DEPTH
 AN0651'OF 32 FEET.  ACCESS TO THE MARK IS HAD BY REMOVING A 4-INCH SCREW CAP
 AN0651'WHICH PROJECTS 1.3 FEET ABOVE THE SURFACE OF THE GROUND. NOTE-- THE
 AN0651'SOIL IN WHICH THE PIPE WAS SET IS SURFACE SOIL AND WHITE CLAY FROM 0
 AN0651'TO 32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0583 ***********************************************************************
 AX0583  DESIGNATION -  Z 1197
 AX0583  PID         -  AX0583
 AX0583  STATE/COUNTY-  TX/LAVACA
 AX0583  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0583
 AX0583                         *CURRENT SURVEY CONTROL
 AX0583  ___________________________________________________________________
 AX0583* NAD 83(1986)-  29 26 00.     (N)    096 55 13.     (W)     SCALED    
 AX0583* NAVD 88     -        70.707  (meters)     231.98   (feet)  ADJUSTED  
 AX0583  ___________________________________________________________________
 AX0583  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0583  DYNAMIC HT  -          70.607 (meters)     231.65  (feet)  COMP
 AX0583  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 AX0583
 AX0583  VERT ORDER  -  FIRST     CLASS I
 AX0583
 AX0583.The horizontal coordinates were scaled from a topographic map and have
 AX0583.an estimated accuracy of +/- 6 seconds.
 AX0583
 AX0583.The orthometric height was determined by differential leveling
 AX0583.and adjusted by the National Geodetic Survey in June 1991..
 AX0583
 AX0583.The geoid height was determined by GEOID03.
 AX0583
 AX0583.The dynamic height is computed by dividing the NAVD 88
 AX0583.geopotential number by the normal gravity value computed on the
 AX0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0583.degrees latitude (g = 980.6199 gals.).
 AX0583
 AX0583.The modeled gravity was interpolated from observed gravity values.
 AX0583
 AX0583;                    North         East    Units  Estimated Accuracy
 AX0583;SPC TXSC     - 4,179,120.      801,760.      MT  (+/- 180 meters Scaled)
 AX0583
 AX0583                          SUPERSEDED SURVEY CONTROL
 AX0583
 AX0583  NGVD 29 (??/??/92)   70.700  (m)          231.95   (f) ADJ UNCH    1 1
 AX0583
 AX0583.Superseded values are not recommended for survey control.
 AX0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0583.See file dsdata.txt to determine how the superseded data were derived.
 AX0583
 AX0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT017577(NAD 83)
 AX0583_MARKER: DB = BENCH MARK DISK
 AX0583_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0583+WITH SETTING: INTO GROUND
 AX0583_STAMPING: Z 1197 1972
 AX0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0583+STABILITY: SURFACE MOTION
 AX0583
 AX0583  HISTORY     - Date     Condition        Report By
 AX0583  HISTORY     - 1972     MONUMENTED       NGS
 AX0583  HISTORY     - 1990     GOOD             USPSQD
 AX0583  HISTORY     - 19970607 GOOD             USPSQD
 AX0583
 AX0583                          STATION DESCRIPTION
 AX0583
 AX0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0583'1.8 MI SE FROM HALLETTSVILLE.
 AX0583'ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 A FROM THE JUNCTION OF U.
 AX0583'S. HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 1.1 MILES
 AX0583'SOUTHEAST ALONG FARM ROAD 530, 117 FEET EAST OF THE APPROXIMATE CENTER
 AX0583'OF THE JUNCTION OF FARM ROAD 2616 LEADING SOUTH, 93 FEET SOUTH OF THE
 AX0583'SOUTH CORNER OF A CONCRETE PORCH FOR A FRAME HOUSE, 78 FEET SOUTHEAST
 AX0583'OF THE CENTER LINE OF A DRIVEWAY LEADING TO FRAME HOUSE, 28 FEET
 AX0583'NORTHEAST OF THE CENTER LINE OF FARM ROAD 530, 86 1/2 FEET NORTHWEST
 AX0583'OF THE NORTHWEST END OF THE SOUTHEAST HEADWALL FOR A SMALL BOX CULVERT
 AX0583'UNDER THE FARM ROAD 530, 9 1/2 FEET SOUTHEAST OF TELEPHONE POLE NO. 25
 AX0583'1/2, 8 FEET SOUTHEAST OF A FENCE CORNER POST, 2 FEET SOUTHWEST OF THE
 AX0583'RIGHT-OF-WAY FENCE LINE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 1/2
 AX0583'FOOT ABOVE THE LEVEL OF FARM ROAD 530, AND ON THE TOP OF A 4 FOOT
 AX0583'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 AX0583'DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 AX0583'METAL PIPE THAT IS FLUSH WITH THE LEVEL OF THE GROUND.
 AX0583
 AX0583                          STATION RECOVERY (1990)
 AX0583
 AX0583'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0583'RECOVERED IN GOOD CONDITION.
 AX0583
 AX0583                          STATION RECOVERY (1997)
 AX0583
 AX0583'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0924 ***********************************************************************
 AX0924  DESIGNATION -  Z 1198
 AX0924  PID         -  AX0924
 AX0924  STATE/COUNTY-  TX/FAYETTE
 AX0924  USGS QUAD   -  SWISS ALP (1981)
 AX0924
 AX0924                         *CURRENT SURVEY CONTROL
 AX0924  ___________________________________________________________________
 AX0924* NAD 83(1986)-  29 50 35.     (N)    096 54 33.     (W)     SCALED    
 AX0924* NAVD 88     -       117.617  (meters)     385.88   (feet)  ADJUSTED  
 AX0924  ___________________________________________________________________
 AX0924  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX0924  DYNAMIC HT  -         117.454 (meters)     385.35  (feet)  COMP
 AX0924  MODELED GRAV-     979,256.7   (mgal)                       NAVD 88
 AX0924
 AX0924  VERT ORDER  -  FIRST     CLASS I
 AX0924
 AX0924.The horizontal coordinates were scaled from a topographic map and have
 AX0924.an estimated accuracy of +/- 6 seconds.
 AX0924
 AX0924.The orthometric height was determined by differential leveling
 AX0924.and adjusted by the National Geodetic Survey in June 1991..
 AX0924
 AX0924.The geoid height was determined by GEOID03.
 AX0924
 AX0924.The dynamic height is computed by dividing the NAVD 88
 AX0924.geopotential number by the normal gravity value computed on the
 AX0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0924.degrees latitude (g = 980.6199 gals.).
 AX0924
 AX0924.The modeled gravity was interpolated from observed gravity values.
 AX0924
 AX0924;                    North         East    Units  Estimated Accuracy
 AX0924;SPC TXSC     - 4,224,540.      802,020.      MT  (+/- 180 meters Scaled)
 AX0924
 AX0924                          SUPERSEDED SURVEY CONTROL
 AX0924
 AX0924  NGVD 29 (??/??/92)  117.579  (m)          385.76   (f) ADJ UNCH    1 1
 AX0924
 AX0924.Superseded values are not recommended for survey control.
 AX0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0924.See file dsdata.txt to determine how the superseded data were derived.
 AX0924
 AX0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU019032(NAD 83)
 AX0924_MARKER: DB = BENCH MARK DISK
 AX0924_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0924_SP_SET: 25 FEET
 AX0924_STAMPING: Z 1198 1972
 AX0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0924+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX0924
 AX0924  HISTORY     - Date     Condition        Report By
 AX0924  HISTORY     - 1972     MONUMENTED       NGS
 AX0924  HISTORY     - 1987     GOOD             USPSQD
 AX0924  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0924  HISTORY     - 1990     GOOD             USPSQD
 AX0924  HISTORY     - 1990     GOOD             USPSQD
 AX0924  HISTORY     - 19910608 GOOD             USPSQD
 AX0924  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 AX0924  HISTORY     - 19970607 GOOD             USPSQD
 AX0924  HISTORY     - 20041027 GOOD             USPSQD
 AX0924
 AX0924                          STATION DESCRIPTION
 AX0924
 AX0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0924'5.5 MI S FROM LA GRANGE.
 AX0924'ABOUT 5.5 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT LA
 AX0924'GRANGE, AT A ROADSIDE PARK, 136 1/2 FEET EAST OF THE CENTER LINE OF
 AX0924'THE HIGHWAY, 62 FEET EAST OF THE CENTER LINE OF THE PAVED DRIVEWAY
 AX0924'WHICH GOES THROUGH THE PARK, 24 FEET SOUTH OF A 14-INCH CEDAR TREE,
 AX0924'1.4 FEET SOUTHEAST OF THE NORTHEAST END OF A 1-FOOT HIGH ROCK WALL,
 AX0924'ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A COPPER COATED ROD
 AX0924'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND AND IS PROTECTED BY A
 AX0924'6-INCH METAL PIPE WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  THE
 AX0924'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 25 FEET.
 AX0924
 AX0924                          STATION RECOVERY (1987)
 AX0924
 AX0924'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0924'RECOVERED IN GOOD CONDITION.
 AX0924
 AX0924                          STATION RECOVERY (1987)
 AX0924
 AX0924'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0924'MARK NOT FOUND.
 AX0924
 AX0924                          STATION RECOVERY (1990)
 AX0924
 AX0924'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AX0924'RECOVERED IN GOOD CONDITION.
 AX0924
 AX0924                          STATION RECOVERY (1990)
 AX0924
 AX0924'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0924'RECOVERED IN GOOD CONDITION.
 AX0924
 AX0924                          STATION RECOVERY (1991)
 AX0924
 AX0924'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0924'RECOVERED IN GOOD CONDITION.
 AX0924
 AX0924                          STATION RECOVERY (1992)
 AX0924
 AX0924'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCM)
 AX0924'MARK NOT FOUND.
 AX0924
 AX0924                          STATION RECOVERY (1997)
 AX0924
 AX0924'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0924'RECOVERED IN GOOD CONDITION.
 AX0924
 AX0924                          STATION RECOVERY (2004)
 AX0924
 AX0924'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0924'PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0239 ***********************************************************************
 BL0239  DESIGNATION -  Z 1199
 BL0239  PID         -  BL0239
 BL0239  STATE/COUNTY-  TX/JEFFERSON
 BL0239  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0239
 BL0239                         *CURRENT SURVEY CONTROL
 BL0239  ___________________________________________________________________
 BL0239* NAD 83(1986)-  30 04 29.     (N)    094 06 09.     (W)     SCALED    
 BL0239* NAVD 88     -         7.159  (meters)      23.49   (feet)  ADJUSTED  
 BL0239  ___________________________________________________________________
 BL0239  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0239  DYNAMIC HT  -           7.150 (meters)      23.46  (feet)  COMP
 BL0239  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 BL0239
 BL0239  VERT ORDER  -  FIRST     CLASS I
 BL0239
 BL0239.The horizontal coordinates were scaled from a topographic map and have
 BL0239.an estimated accuracy of +/- 6 seconds.
 BL0239
 BL0239.The orthometric height was determined by differential leveling
 BL0239.and adjusted by the National Geodetic Survey in June 1991..
 BL0239
 BL0239.The geoid height was determined by GEOID03.
 BL0239
 BL0239.The dynamic height is computed by dividing the NAVD 88
 BL0239.geopotential number by the normal gravity value computed on the
 BL0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0239.degrees latitude (g = 980.6199 gals.).
 BL0239
 BL0239.The modeled gravity was interpolated from observed gravity values.
 BL0239
 BL0239;                    North         East    Units  Estimated Accuracy
 BL0239;SPC TXSC     - 4,258,300.    1,072,020.      MT  (+/- 180 meters Scaled)
 BL0239
 BL0239                          SUPERSEDED SURVEY CONTROL
 BL0239
 BL0239  NGVD 29 (??/??/??)    7.142  (m)           23.43   (f) ADJUSTED    1 1
 BL0239
 BL0239.Superseded values are not recommended for survey control.
 BL0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0239.See file dsdata.txt to determine how the superseded data were derived.
 BL0239
 BL0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP937275(NAD 83)
 BL0239_MARKER: DV = VERTICAL CONTROL DISK
 BL0239_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL0239_SP_SET: ABUTMENT
 BL0239_STAMPING: Z 1199 1972
 BL0239_MARK LOGO: NGS   
 BL0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0239+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL0239
 BL0239  HISTORY     - Date     Condition        Report By
 BL0239  HISTORY     - 1972     MONUMENTED       NGS
 BL0239  HISTORY     - 1973     GOOD             NGS
 BL0239  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL0239  HISTORY     - 1986     GOOD             NGS
 BL0239  HISTORY     - 1989     GOOD             USPSQD
 BL0239  HISTORY     - 1990     GOOD             USPSQD
 BL0239  HISTORY     - 19940730 GOOD             USPSQD
 BL0239  HISTORY     - 19961019 GOOD             NGS
 BL0239  HISTORY     - 20010331 GOOD             NGS
 BL0239  HISTORY     - 20010331 GOOD             NGS
 BL0239  HISTORY     - 20030710 GOOD             USPSQD
 BL0239  HISTORY     - 20060304 GOOD             USPSQD
 BL0239
 BL0239                          STATION DESCRIPTION
 BL0239
 BL0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0239'0.75 MI SW FROM BEAUMONT.
 BL0239'AT BEAUMONT, ABOUT 0.75 MILE SOUTHWEST ALONG THE KANSAS CITY SOUTHERN
 BL0239'RAILROAD FROM THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES
 BL0239'RIVER, AT THE COLLEGE STREET UNDERPASS, 77 FEET NORTHWEST OF THE
 BL0239'CENTER LINE OF COLLEGE STREET, 23.8 FEET SOUTH OF THE SOUTH RAIL OF
 BL0239'THE MIDDLE TRACK OF THREE, 5.5 FEET SOUTH OF THE SOUTH RAIL OF A SIDE
 BL0239'TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 BL0239'OF THE UNDERPASS AND LEVEL WITH THE TRACK.
 BL0239
 BL0239                          STATION RECOVERY (1973)
 BL0239
 BL0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL0239'RECOVERED IN GOOD CONDITION.
 BL0239
 BL0239                          STATION RECOVERY (1984)
 BL0239
 BL0239'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0239'MARK NOT FOUND.
 BL0239
 BL0239                          STATION RECOVERY (1986)
 BL0239
 BL0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0239'RECOVERED IN GOOD CONDITION.
 BL0239
 BL0239                          STATION RECOVERY (1989)
 BL0239
 BL0239'RECOVERY NOTE BY US POWER SQUADRON 1989 (MJG)
 BL0239'RECOVERED IN GOOD CONDITION.
 BL0239
 BL0239                          STATION RECOVERY (1990)
 BL0239
 BL0239'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0239'RECOVERED IN GOOD CONDITION.
 BL0239
 BL0239                          STATION RECOVERY (1994)
 BL0239
 BL0239'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0239'RECOVERED IN GOOD CONDITION.
 BL0239
 BL0239                          STATION RECOVERY (1996)
 BL0239
 BL0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BL0239'IN BEAUMONT, AT THE INTERSECTION OF COLLEGE STREET AND THE KANSAS CITY
 BL0239'SOUTHERN RAILROAD, IN TOP OF AND 0.6 M (2.0 FT) NORTHEAST OF THE
 BL0239'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE RAILROAD
 BL0239'OVERPASS OF THE STREET, 23.0 M (75.5 FT) NORTHWEST OF THE STREET
 BL0239'CENTER, 2.1 M (6.9 FT) SOUTH OF THE NEAR RAIL, AND 0.3 M (1.0 FT)
 BL0239'BELOW THE LEVEL OF THE TRACK.
 BL0239
 BL0239                          STATION RECOVERY (2001)
 BL0239
 BL0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0239'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0239
 BL0239                          STATION RECOVERY (2001)
 BL0239
 BL0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0239'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0239
 BL0239                          STATION RECOVERY (2003)
 BL0239
 BL0239'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0239'RECOVERED IN GOOD CONDITION.
 BL0239
 BL0239                          STATION RECOVERY (2006)
 BL0239
 BL0239'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL0239'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1267 ***********************************************************************
 AX1267  DESIGNATION -  Z 120
 AX1267  PID         -  AX1267
 AX1267  STATE/COUNTY-  TX/FAYETTE
 AX1267  USGS QUAD   -  MULDOON (1981)
 AX1267
 AX1267                         *CURRENT SURVEY CONTROL
 AX1267  ___________________________________________________________________
 AX1267* NAD 83(1986)-  29 51 59.     (N)    097 02 05.     (W)     SCALED    
 AX1267* NAVD 88     -        98.71   (+/-2cm)     323.9    (feet)  VERTCON   
 AX1267  ___________________________________________________________________
 AX1267  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AX1267
 AX1267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1267
 AX1267.The horizontal coordinates were scaled from a topographic map and have
 AX1267.an estimated accuracy of +/- 6 seconds.
 AX1267
 AX1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1267.The vertical order pertains to the NGVD 29 superseded value.
 AX1267
 AX1267.The geoid height was determined by GEOID03.
 AX1267
 AX1267;                    North         East    Units  Estimated Accuracy
 AX1267;SPC TXSC     - 4,226,910.      789,850.      MT  (+/- 180 meters Scaled)
 AX1267
 AX1267                          SUPERSEDED SURVEY CONTROL
 AX1267
 AX1267  NGVD 29 (??/??/92)   98.666  (m)          323.71   (f) ADJ UNCH    2 0
 AX1267
 AX1267.Superseded values are not recommended for survey control.
 AX1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1267.See file dsdata.txt to determine how the superseded data were derived.
 AX1267
 AX1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU898056(NAD 83)
 AX1267_MARKER: DB = BENCH MARK DISK
 AX1267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1267_SP_SET: CULVERT
 AX1267_STAMPING: Z-120 1933
 AX1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1267
 AX1267  HISTORY     - Date     Condition        Report By
 AX1267  HISTORY     - 1933     MONUMENTED       CGS
 AX1267  HISTORY     - 19970607 GOOD             USPSQD
 AX1267
 AX1267                          STATION DESCRIPTION
 AX1267
 AX1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1267'6.1 MI S FROM WEST POINT.
 AX1267'ALONG THE TEXAS AND NEW ORLEANS R.R. 1.4 MILES SOUTH OF LENA AND ABOUT
 AX1267'100 YARDS NORTH OF M.P. 43 ON THE CENTER OF THE EAST HEADWALL OF
 AX1267'DOUBLE 24 IN. R.C.P. CULVERT NO. 43A.
 AX1267
 AX1267                          STATION RECOVERY (1997)
 AX1267
 AX1267'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0394 ***********************************************************************
 BL0394  DESIGNATION -  Z 1200
 BL0394  PID         -  BL0394
 BL0394  STATE/COUNTY-  TX/LIBERTY
 BL0394  USGS QUAD   -  LIBERTY (1984)
 BL0394
 BL0394                         *CURRENT SURVEY CONTROL
 BL0394  ___________________________________________________________________
 BL0394* NAD 83(1986)-  30 03 25.     (N)    094 45 51.     (W)     SCALED    
 BL0394* NAVD 88     -        12.371  (meters)      40.59   (feet)  ADJUSTED  
 BL0394  ___________________________________________________________________
 BL0394  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0394  DYNAMIC HT  -          12.355 (meters)      40.53  (feet)  COMP
 BL0394  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 BL0394
 BL0394  VERT ORDER  -  FIRST     CLASS I
 BL0394
 BL0394.The horizontal coordinates were scaled from a topographic map and have
 BL0394.an estimated accuracy of +/- 6 seconds.
 BL0394
 BL0394.The orthometric height was determined by differential leveling
 BL0394.and adjusted by the National Geodetic Survey in June 1991..
 BL0394
 BL0394.The geoid height was determined by GEOID03.
 BL0394
 BL0394.The dynamic height is computed by dividing the NAVD 88
 BL0394.geopotential number by the normal gravity value computed on the
 BL0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0394.degrees latitude (g = 980.6199 gals.).
 BL0394
 BL0394.The modeled gravity was interpolated from observed gravity values.
 BL0394
 BL0394;                    North         East    Units  Estimated Accuracy
 BL0394;SPC TX C     - 3,056,710.    1,236,830.      MT  (+/- 180 meters Scaled)
 BL0394
 BL0394                          SUPERSEDED SURVEY CONTROL
 BL0394
 BL0394  NGVD 29 (12/23/87)   12.375  (m)           40.60   (f) ADJUSTED    1 1
 BL0394
 BL0394.Superseded values are not recommended for survey control.
 BL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0394.See file dsdata.txt to determine how the superseded data were derived.
 BL0394
 BL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP299264(NAD 83)
 BL0394_MARKER: DB = BENCH MARK DISK
 BL0394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL0394_SP_SET: BRIDGE ABUTMENT
 BL0394_STAMPING: Z 1200 1972
 BL0394_MARK LOGO: NGS   
 BL0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0394
 BL0394  HISTORY     - Date     Condition        Report By
 BL0394  HISTORY     - 1972     MONUMENTED       NGS
 BL0394  HISTORY     - 1987     GOOD             NGS
 BL0394  HISTORY     - 19960815 GOOD             USPSQD
 BL0394  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0394  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0394
 BL0394                          STATION DESCRIPTION
 BL0394
 BL0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0394'1.9 MI E FROM LIBERTY.
 BL0394'ABOUT 1.9 MILES EAST ALONG US HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0394'STATE HIGHWAY 146, SET IN THE TOP OF THE EAST END OF THE GUARD RAIL
 BL0394'BASE DIRECTLY OVER THE NORTH END OF THE EAST ABUTMENT TO A 55-FOOT
 BL0394'CONCRETE BRIDGE OVER ABBOTT CREEK, 23 FEET NORTH OF THE CENTER LINE OF
 BL0394'THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 BL0394
 BL0394                          STATION RECOVERY (1987)
 BL0394
 BL0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0394'RECOVERED IN GOOD CONDITION.
 BL0394
 BL0394                          STATION RECOVERY (1996)
 BL0394
 BL0394'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0394'RECOVERED IN GOOD CONDITION.
 BL0394
 BL0394                          STATION RECOVERY (2003)
 BL0394
 BL0394'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0394'MARK NOT FOUND.
 BL0394
 BL0394                          STATION RECOVERY (2004)
 BL0394
 BL0394'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0394 ***********************************************************************
 AW0394  DESIGNATION -  Z 1202
 AW0394  PID         -  AW0394
 AW0394  STATE/COUNTY-  TX/HARRIS
 AW0394  USGS QUAD   -  CROSBY (1982)
 AW0394
 AW0394                         *CURRENT SURVEY CONTROL
 AW0394  ___________________________________________________________________
 AW0394* NAD 83(1986)-  29 52 31.     (N)    095 06 42.     (W)     SCALED    
 AW0394* NAVD 88     -        13.585  (meters)      44.57   (feet)  ADJUSTED  
 AW0394  ___________________________________________________________________
 AW0394  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0394  DYNAMIC HT  -          13.567 (meters)      44.51  (feet)  COMP
 AW0394  MODELED GRAV-     979,298.3   (mgal)                       NAVD 88
 AW0394
 AW0394  VERT ORDER  -  FIRST     CLASS I
 AW0394
 AW0394.The horizontal coordinates were scaled from a topographic map and have
 AW0394.an estimated accuracy of +/- 6 seconds.
 AW0394
 AW0394.The orthometric height was determined by differential leveling
 AW0394.and adjusted by the National Geodetic Survey in June 1991..
 AW0394
 AW0394.The geoid height was determined by GEOID03.
 AW0394
 AW0394.The dynamic height is computed by dividing the NAVD 88
 AW0394.geopotential number by the normal gravity value computed on the
 AW0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0394.degrees latitude (g = 980.6199 gals.).
 AW0394
 AW0394.The modeled gravity was interpolated from observed gravity values.
 AW0394
 AW0394;                    North         East    Units  Estimated Accuracy
 AW0394;SPC TXSC     - 4,232,550.      975,540.      MT  (+/- 180 meters Scaled)
 AW0394
 AW0394                          SUPERSEDED SURVEY CONTROL
 AW0394
 AW0394  NGVD 29 (12/23/87)   13.584  (m)           44.57   (f) ADJUSTED    1 1
 AW0394
 AW0394.Superseded values are not recommended for survey control.
 AW0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0394.See file dsdata.txt to determine how the superseded data were derived.
 AW0394
 AW0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP960068(NAD 83)
 AW0394_MARKER: DB = BENCH MARK DISK
 AW0394_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0394_SP_SET: COPPER-CLAD STEEL ROD
 AW0394_STAMPING: Z 1202 1973
 AW0394_MARK LOGO: NGS   
 AW0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0394
 AW0394  HISTORY     - Date     Condition        Report By
 AW0394  HISTORY     - 1973     MONUMENTED       NGS
 AW0394  HISTORY     - 1978     GOOD             NGS
 AW0394  HISTORY     - 1983     GOOD             NGS
 AW0394  HISTORY     - 1986     GOOD             NGS
 AW0394  HISTORY     - 1987     GOOD             USPSQD
 AW0394  HISTORY     - 1987     GOOD             USPSQD
 AW0394  HISTORY     - 1988     GOOD             USPSQD
 AW0394  HISTORY     - 19940111 GOOD             USPSQD
 AW0394
 AW0394                          STATION DESCRIPTION
 AW0394
 AW0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0394'1.15 MI NE FROM SHELDON.
 AW0394'ABOUT 1.15 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0394'CROSSING OF SHELDON ROAD, AT THE ENTRANCE TO SOUTHLAND PAPER MILL, 70
 AW0394'1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 47 FEET SOUTHWEST OF THE
 AW0394'CENTER LINE OF THE PAVED ROAD LEADING NORTHWEST TO THE PAPER MILL, 18
 AW0394'FEET SOUTHEAST OF THE NORTH CORNER OF A CHAIN-LINKED FENCE, 1 FOOT
 AW0394'NORTHEAST OF THE FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 AW0394'ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 AW0394'5/8-INCH COPPER COATED STEEL ROD FLUSH WITH THE GROUND, AND PROTECTED
 AW0394'IN A 6-INCH METAL PIPE.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 AW0394
 AW0394                          STATION RECOVERY (1978)
 AW0394
 AW0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0394'RECOVERED IN GOOD CONDITION.
 AW0394
 AW0394                          STATION RECOVERY (1983)
 AW0394
 AW0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0394'RECOVERED IN GOOD CONDITION.
 AW0394
 AW0394                          STATION RECOVERY (1986)
 AW0394
 AW0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0394'RECOVERED IN GOOD CONDITION.
 AW0394
 AW0394                          STATION RECOVERY (1987)
 AW0394
 AW0394'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0394'RECOVERED IN GOOD CONDITION.
 AW0394
 AW0394                          STATION RECOVERY (1987)
 AW0394
 AW0394'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0394'RECOVERED IN GOOD CONDITION.
 AW0394
 AW0394                          STATION RECOVERY (1988)
 AW0394
 AW0394'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0394'RECOVERED IN GOOD CONDITION.
 AW0394
 AW0394                          STATION RECOVERY (1994)
 AW0394
 AW0394'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0126 ***********************************************************************
 AW0126  DESIGNATION -  Z 1203
 AW0126  PID         -  AW0126
 AW0126  STATE/COUNTY-  TX/WALLER
 AW0126  USGS QUAD   -  BROOKSHIRE (1980)
 AW0126
 AW0126                         *CURRENT SURVEY CONTROL
 AW0126  ___________________________________________________________________
 AW0126* NAD 83(1986)-  29 47 10.     (N)    095 55 15.     (W)     SCALED    
 AW0126* NAVD 88     -        48.69   (+/-2cm)     159.7    (feet)  VERTCON   
 AW0126  ___________________________________________________________________
 AW0126  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW0126  OBS GRAVITY -     979,272.9   (mgal)                       GRAV_OBS
 AW0126
 AW0126  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0126
 AW0126.The horizontal coordinates were scaled from a topographic map and have
 AW0126.an estimated accuracy of +/- 6 seconds.
 AW0126
 AW0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0126.The vertical order pertains to the NGVD 29 superseded value.
 AW0126
 AW0126.The geoid height was determined by GEOID03.
 AW0126.The observed gravity was obtained from relative gravimeter ties
 AW0126.to the IGSN71 gravity network.
 AW0126
 AW0126;                    North         East    Units  Estimated Accuracy
 AW0126;SPC TXSC     - 4,220,340.      897,670.      MT  (+/- 180 meters Scaled)
 AW0126
 AW0126                          SUPERSEDED SURVEY CONTROL
 AW0126
 AW0126  NGVD 29 (??/??/92)   48.671  (m)          159.68   (f) ADJ UNCH    1 1
 AW0126
 AW0126.Superseded values are not recommended for survey control.
 AW0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0126.See file dsdata.txt to determine how the superseded data were derived.
 AW0126
 AW0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN176986(NAD 83)
 AW0126_MARKER: DB = BENCH MARK DISK
 AW0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0126_STAMPING: Z 1203 1973
 AW0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0126
 AW0126  HISTORY     - Date     Condition        Report By
 AW0126  HISTORY     - 1973     MONUMENTED       NGS
 AW0126  HISTORY     - 1976     GOOD             NGS
 AW0126  HISTORY     - 1978     GOOD             NGS
 AW0126  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0126  HISTORY     - 1990     GOOD             USPSQD
 AW0126
 AW0126                          STATION DESCRIPTION
 AW0126
 AW0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0126'1.95 MI E FROM BROOKSHIRE.
 AW0126'ABOUT 1.95 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0126'THE STATION AT BROOKSHIRE, AT THE JUNCTION OF U. S. HIGHWAY 90 AND
 AW0126'WOODS RD., ABOUT 75 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 90,
 AW0126'21.4 FEET SOUTH OF THE SOUTH RAIL, 47 1/2 FEET WEST OF THE CENTER LINE
 AW0126'OF A GRAVEL ROAD LEADING NORTH TO THE MIDWAY RICE DRIER INC. BUILDING,
 AW0126'36.8 FEET EAST OF THE EXTENDED CENTER LINE OF WOODS RD. LEADING SOUTH,
 AW0126'SET IN LINE WITH A ROW OF POWER POLES GOING NORTH AND SOUTH, 0.8 FOOT
 AW0126'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AW0126'TRACKS, AND IS A DISK SET IN THE TOP OF A 4-FOOT LENGTH OF 5/8-INCH
 AW0126'COPPER COATED STEEL ROD AND PROTECTED BY A 5-INCH STEEL TILE FLUSH
 AW0126'WITH THE GROUND.
 AW0126
 AW0126                          STATION RECOVERY (1976)
 AW0126
 AW0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0126'RECOVERED IN GOOD CONDITION.
 AW0126
 AW0126                          STATION RECOVERY (1978)
 AW0126
 AW0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0126'RECOVERED IN GOOD CONDITION.
 AW0126
 AW0126                          STATION RECOVERY (1986)
 AW0126
 AW0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0126'NOT RECOVERED.
 AW0126
 AW0126                          STATION RECOVERY (1990)
 AW0126
 AW0126'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0418 ***********************************************************************
 AW0418  DESIGNATION -  Z 1204
 AW0418  PID         -  AW0418
 AW0418  STATE/COUNTY-  TX/HARRIS
 AW0418  USGS QUAD   -  HIGHLANDS (1995)
 AW0418
 AW0418                         *CURRENT SURVEY CONTROL
 AW0418  ___________________________________________________________________
 AW0418* NAD 83(1986)-  29 47 29.     (N)    095 03 26.     (W)     SCALED    
 AW0418* NAVD 88     -        12.369  (meters)      40.58   (feet)  ADJUSTED  
 AW0418  ___________________________________________________________________
 AW0418  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0418  DYNAMIC HT  -          12.353 (meters)      40.53  (feet)  COMP
 AW0418  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 AW0418
 AW0418  VERT ORDER  -  FIRST     CLASS II
 AW0418
 AW0418.The horizontal coordinates were scaled from a topographic map and have
 AW0418.an estimated accuracy of +/- 6 seconds.
 AW0418
 AW0418.The orthometric height was determined by differential leveling
 AW0418.and adjusted by the National Geodetic Survey in June 1991..
 AW0418
 AW0418.The geoid height was determined by GEOID03.
 AW0418
 AW0418.The dynamic height is computed by dividing the NAVD 88
 AW0418.geopotential number by the normal gravity value computed on the
 AW0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0418.degrees latitude (g = 980.6199 gals.).
 AW0418
 AW0418.The modeled gravity was interpolated from observed gravity values.
 AW0418
 AW0418;                    North         East    Units  Estimated Accuracy
 AW0418;SPC TXSC     - 4,223,430.      981,110.      MT  (+/- 180 meters Scaled)
 AW0418
 AW0418                          SUPERSEDED SURVEY CONTROL
 AW0418
 AW0418  NGVD 29 (12/23/87)   12.367  (m)           40.57   (f) ADJUSTED    1 2
 AW0418
 AW0418.Superseded values are not recommended for survey control.
 AW0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0418.See file dsdata.txt to determine how the superseded data were derived.
 AW0418
 AW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN011974(NAD 83)
 AW0418_MARKER: DD = SURVEY DISK
 AW0418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0418_SP_SET: BRIDGE ABUTMENT
 AW0418_STAMPING: Z 1204 1973
 AW0418_MARK LOGO: TXHD  
 AW0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0418+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0418
 AW0418  HISTORY     - Date     Condition        Report By
 AW0418  HISTORY     - 1973     MONUMENTED       TXHD
 AW0418  HISTORY     - 1973     GOOD             NGS
 AW0418  HISTORY     - 1978     GOOD             NGS
 AW0418  HISTORY     - 1983     GOOD             NGS
 AW0418  HISTORY     - 1986     GOOD             NGS
 AW0418  HISTORY     - 1987     GOOD             USPSQD
 AW0418  HISTORY     - 1987     GOOD             USPSQD
 AW0418  HISTORY     - 1987     GOOD             USPSQD
 AW0418  HISTORY     - 1987     GOOD             USPSQD
 AW0418  HISTORY     - 1988     GOOD             USPSQD
 AW0418  HISTORY     - 1988     GOOD             USPSQD
 AW0418  HISTORY     - 19940911 GOOD             USPSQD
 AW0418  HISTORY     - 20040317 GOOD             USPSQD
 AW0418
 AW0418                          STATION DESCRIPTION
 AW0418
 AW0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0418'1.2 MI S FROM HIGHLANDS.
 AW0418'ABOUT 1.2 MILES SOUTH ALONG CROSBY-LYNCHBURG RD. FROM THE POST OFFICE
 AW0418'AT HIGHLANDS, AT THE NORTHEAST CORNER OF THE I-10 UNDERPASS, 17 1/2
 AW0418'FEET EAST OF THE CENTER LINE OF THE EAST LANE (NORTHBOUND) OF FARM
 AW0418'ROAD 1200, SET IN THE TOP OF THE SOUTH END OF THE NORTHEAST CONCRETE
 AW0418'WINGWALL OVER THE NORTH ABUTMENT OF THE EAST LANE, 0.6 FOOT NORTH OF
 AW0418'THE NORTH END OF THE EAST PIPE BANNISTER, AND 4 FEET ABOVE THE LEVEL
 AW0418'OF THE HIGHWAY.
 AW0418
 AW0418                          STATION RECOVERY (1978)
 AW0418
 AW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0418'RECOVERED IN GOOD CONDITION.
 AW0418
 AW0418                          STATION RECOVERY (1983)
 AW0418
 AW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0418'RECOVERED IN GOOD CONDITION.  NOTE, ADD
 AW0418'3.05 METERS (10.0 FT) SOUTH OF THE NORTH END OF THE NORTHEAST GUARD
 AW0418'RAIL, AND 0.18 METERS (0.6 FT) NORTH OF THE NORTH END OF THE EAST PIPE
 AW0418'BANNISTER.
 AW0418
 AW0418                          STATION RECOVERY (1986)
 AW0418
 AW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0418'RECOVERED IN GOOD CONDITION.
 AW0418
 AW0418                          STATION RECOVERY (1987)
 AW0418
 AW0418'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0418'RECOVERED IN GOOD CONDITION.
 AW0418
 AW0418                          STATION RECOVERY (1987)
 AW0418
 AW0418'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0418'RECOVERED IN GOOD CONDITION.
 AW0418
 AW0418                          STATION RECOVERY (1987)
 AW0418
 AW0418'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0418'RECOVERED IN GOOD CONDITION.
 AW0418
 AW0418                          STATION RECOVERY (1987)
 AW0418
 AW0418'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0418'RECOVERED IN GOOD CONDITION.
 AW0418
 AW0418                          STATION RECOVERY (1988)
 AW0418
 AW0418'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0418'RECOVERED IN GOOD CONDITION.
 AW0418
 AW0418                          STATION RECOVERY (1988)
 AW0418
 AW0418'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0418'RECOVERED IN GOOD CONDITION.
 AW0418
 AW0418                          STATION RECOVERY (1994)
 AW0418
 AW0418'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0418'RECOVERED IN GOOD CONDITION.
 AW0418
 AW0418                          STATION RECOVERY (2004)
 AW0418
 AW0418'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1162 ***********************************************************************
 AW1162  DESIGNATION -  Z 1207
 AW1162  PID         -  AW1162
 AW1162  STATE/COUNTY-  TX/BRAZORIA
 AW1162  USGS QUAD   -  DANBURY (1974)
 AW1162
 AW1162                         *CURRENT SURVEY CONTROL
 AW1162  ___________________________________________________________________
 AW1162* NAD 83(1986)-  29 13 43.     (N)    095 20 44.     (W)     SCALED    
 AW1162* NAVD 88     -         8.26   (+/-2cm)      27.1    (feet)  VERTCON   
 AW1162  ___________________________________________________________________
 AW1162  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1162
 AW1162  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1162
 AW1162.The horizontal coordinates were scaled from a topographic map and have
 AW1162.an estimated accuracy of +/- 6 seconds.
 AW1162
 AW1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1162.The vertical order pertains to the NGVD 29 superseded value.
 AW1162
 AW1162.The geoid height was determined by GEOID03.
 AW1162
 AW1162;                    North         East    Units  Estimated Accuracy
 AW1162;SPC TXSC     - 4,160,180.      955,190.      MT  (+/- 180 meters Scaled)
 AW1162
 AW1162                          SUPERSEDED SURVEY CONTROL
 AW1162
 AW1162  NGVD 29 (??/??/92)    8.263  (m)           27.11   (f) ADJ UNCH    1 1
 AW1162
 AW1162.Superseded values are not recommended for survey control.
 AW1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1162.See file dsdata.txt to determine how the superseded data were derived.
 AW1162
 AW1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN720355(NAD 83)
 AW1162_MARKER: DB = BENCH MARK DISK
 AW1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1162_SP_SET: BUILDING
 AW1162_STAMPING: Z 1207 1973
 AW1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1162
 AW1162  HISTORY     - Date     Condition        Report By
 AW1162  HISTORY     - 1973     MONUMENTED       NGS
 AW1162  HISTORY     - 1978     GOOD             NGS
 AW1162  HISTORY     - 1987     GOOD             USPSQD
 AW1162  HISTORY     - 1987     GOOD             USPSQD
 AW1162  HISTORY     - 1991     GOOD             USPSQD
 AW1162  HISTORY     - 19970628 GOOD             USPSQD
 AW1162
 AW1162                          STATION DESCRIPTION
 AW1162
 AW1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1162'IN DANBURY.
 AW1162'AT DANBURY, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND MAIN
 AW1162'STREET, AT THE POST OFFICE BUILDING, SET VERTICALLY IN THE NORTHEAST
 AW1162'BRICK WALL, 0.3 FOOT NORTHWEST OF THE EAST CORNER OF THE BUILDING, 190
 AW1162'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND 3.5 FEET
 AW1162'ABOVE THE GROUND.
 AW1162
 AW1162                          STATION RECOVERY (1978)
 AW1162
 AW1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1162'RECOVERED IN GOOD CONDITION.
 AW1162
 AW1162                          STATION RECOVERY (1987)
 AW1162
 AW1162'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1162'RECOVERED IN GOOD CONDITION.
 AW1162
 AW1162                          STATION RECOVERY (1987)
 AW1162
 AW1162'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1162'RECOVERED IN GOOD CONDITION.
 AW1162
 AW1162                          STATION RECOVERY (1991)
 AW1162
 AW1162'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1162'RECOVERED IN GOOD CONDITION.
 AW1162
 AW1162                          STATION RECOVERY (1997)
 AW1162
 AW1162'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2139 ***********************************************************************
 AW2139  DESIGNATION -  Z 1208
 AW2139  PID         -  AW2139
 AW2139  STATE/COUNTY-  TX/FORT BEND
 AW2139  USGS QUAD   -  CLODINE (1995)
 AW2139
 AW2139                         *CURRENT SURVEY CONTROL
 AW2139  ___________________________________________________________________
 AW2139* NAD 83(1986)-  29 40 05.     (N)    095 38 41.     (W)     SCALED    
 AW2139* NAVD 88     -        27.07   (+/-2cm)      88.8    (feet)  VERTCON   
 AW2139  ___________________________________________________________________
 AW2139  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2139
 AW2139  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2139
 AW2139.The horizontal coordinates were scaled from a topographic map and have
 AW2139.an estimated accuracy of +/- 6 seconds.
 AW2139
 AW2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2139.The vertical order pertains to the NGVD 29 superseded value.
 AW2139
 AW2139.The geoid height was determined by GEOID03.
 AW2139
 AW2139;                    North         East    Units  Estimated Accuracy
 AW2139;SPC TXSC     - 4,208,000.      924,730.      MT  (+/- 180 meters Scaled)
 AW2139
 AW2139                          SUPERSEDED SURVEY CONTROL
 AW2139
 AW2139  NGVD 29 (04/06/79)   27.065  (m)           88.80   (f) ADJUSTED    1 2
 AW2139
 AW2139.Superseded values are not recommended for survey control.
 AW2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2139.See file dsdata.txt to determine how the superseded data were derived.
 AW2139
 AW2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN440849(NAD 83)
 AW2139_MARKER: DB = BENCH MARK DISK
 AW2139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2139_SP_SET: CULVERT
 AW2139_STAMPING: Z 1208 1973
 AW2139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2139
 AW2139  HISTORY     - Date     Condition        Report By
 AW2139  HISTORY     - 1973     MONUMENTED       NGS
 AW2139  HISTORY     - 1978     GOOD             NGS
 AW2139  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2139  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2139  HISTORY     - 19910316 MARK NOT FOUND   USPSQD
 AW2139  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2139  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2139  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2139
 AW2139                          STATION DESCRIPTION
 AW2139
 AW2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2139'8.0 MI S FROM ADDICKS.
 AW2139'8.0 MILES SOUTH ALONG STATE HIGHWAY 6 FROM THE INTERSTATE HIGHWAY 10
 AW2139'OVERPASS AT ADDICKS, 5.0 MILES NORTH OF SUGAR LAND, 1.2 MILES WEST
 AW2139'ALONG OLD RICHMOND ROAD FROM BENCH MARK Y 1208, AT THE NORTHEAST
 AW2139'CORNER OF THE JUNCTION OF OLD RICHMOND ROAD EAST AND GASTON ROAD WEST,
 AW2139'IN THE TOP AND 0.6 FOOT EAST OF THE WEST END OF THE NORTH CONCRETE
 AW2139'HEADWALL OF A 24-INCH PIPE CULVERT UNDER THE ROAD, 47 1/2 FEET EAST OF
 AW2139'THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF THE CENTER LINE OF
 AW2139'THE ROAD, ABOUT LEVEL WITH THE HIGHWAY, AND 1/2 FOOT LOWER THAN THE
 AW2139'ROAD.
 AW2139
 AW2139                          STATION RECOVERY (1978)
 AW2139
 AW2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2139'RECOVERED IN GOOD CONDITION.
 AW2139
 AW2139                          STATION RECOVERY (1986)
 AW2139
 AW2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2139'NOT RECOVERED.
 AW2139
 AW2139                          STATION RECOVERY (1990)
 AW2139
 AW2139'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW2139'MARK NOT FOUND.
 AW2139
 AW2139                          STATION RECOVERY (1991)
 AW2139
 AW2139'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2139'MARK NOT FOUND.
 AW2139
 AW2139                          STATION RECOVERY (1994)
 AW2139
 AW2139'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2139'MARK NOT FOUND.
 AW2139
 AW2139                          STATION RECOVERY (1998)
 AW2139
 AW2139'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2139'MARK NOT FOUND.
 AW2139
 AW2139                          STATION RECOVERY (2004)
 AW2139
 AW2139'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0041 ***********************************************************************
 AW0041  DESIGNATION -  Z 1209
 AW0041  PID         -  AW0041
 AW0041  STATE/COUNTY-  TX/BRAZORIA
 AW0041  USGS QUAD   -  OYSTER CREEK (1974)
 AW0041
 AW0041                         *CURRENT SURVEY CONTROL
 AW0041  ___________________________________________________________________
 AW0041* NAD 83(1986)-  29 07 16.     (N)    095 15 05.     (W)     SCALED    
 AW0041* NAVD 88     -         2.36   (+/-2cm)       7.7    (feet)  VERTCON   
 AW0041  ___________________________________________________________________
 AW0041  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0041
 AW0041  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0041
 AW0041.The horizontal coordinates were scaled from a topographic map and have
 AW0041.an estimated accuracy of +/- 6 seconds.
 AW0041
 AW0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0041.The vertical order pertains to the NGVD 29 superseded value.
 AW0041
 AW0041.The geoid height was determined by GEOID03.
 AW0041
 AW0041;                    North         East    Units  Estimated Accuracy
 AW0041;SPC TXSC     - 4,148,570.      964,720.      MT  (+/- 180 meters Scaled)
 AW0041
 AW0041                          SUPERSEDED SURVEY CONTROL
 AW0041
 AW0041  NGVD 29 (??/??/92)    2.366  (m)            7.76   (f) ADJ UNCH    1 1
 AW0041
 AW0041.Superseded values are not recommended for survey control.
 AW0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0041.See file dsdata.txt to determine how the superseded data were derived.
 AW0041
 AW0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN809234(NAD 83)
 AW0041_MARKER: DB = BENCH MARK DISK
 AW0041_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0041+WITH SETTING: INTO GROUND
 AW0041_STAMPING: Z 1209 1973
 AW0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0041+STABILITY: SURFACE MOTION
 AW0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0041+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0041
 AW0041  HISTORY     - Date     Condition        Report By
 AW0041  HISTORY     - 1973     MONUMENTED       NGS
 AW0041  HISTORY     - 1978     GOOD             NGS
 AW0041  HISTORY     - 1990     GOOD             USPSQD
 AW0041  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0041  HISTORY     - 20040319 GOOD             USPSQD
 AW0041
 AW0041                          STATION DESCRIPTION
 AW0041
 AW0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0041'14.25 MI NE FROM FREEPORT.
 AW0041'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0041'BOULEVARD AT FREEPORT, THENCE 7.45 MILES NORTHEAST ALONG COUNTY ROAD
 AW0041'227, 0.65 MILE NORTHEAST OF A WOODEN BRIDGE, 0.15 MILE SOUTHWEST OF
 AW0041'THE JUNCTION OF A SHELL ROAD LEADING TO A GROUP OF GULF OIL COMPANY
 AW0041'TANKS, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT
 AW0041'SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT 6
 AW0041'FEET LOWER THAN THE ROAD, A DISK ON THE TOP OF A 4-FOOT COPPER COATED
 AW0041'ROD WITH A BASE PLATE.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AW0041'4-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW0041
 AW0041                          STATION RECOVERY (1978)
 AW0041
 AW0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0041'RECOVERED IN GOOD CONDITION.
 AW0041
 AW0041                          STATION RECOVERY (1990)
 AW0041
 AW0041'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0041'RECOVERED IN GOOD CONDITION.
 AW0041
 AW0041                          STATION RECOVERY (2003)
 AW0041
 AW0041'RECOVERY NOTE BY US POWER SQUADRON 2003 (AB)
 AW0041'MARK NOT FOUND.
 AW0041
 AW0041                          STATION RECOVERY (2004)
 AW0041
 AW0041'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2289 ***********************************************************************
 AW2289  DESIGNATION -  Z 1210
 AW2289  PID         -  AW2289
 AW2289  STATE/COUNTY-  TX/HARRIS
 AW2289  USGS QUAD   -  BELLAIRE (1995)
 AW2289
 AW2289                         *CURRENT SURVEY CONTROL
 AW2289  ___________________________________________________________________
 AW2289* NAD 83(1986)-  29 42 21.     (N)    095 27 34.     (W)     SCALED    
 AW2289* NAVD 88     -        16.755  (meters)      54.97   (feet)  ADJUSTED  
 AW2289  ___________________________________________________________________
 AW2289  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2289  DYNAMIC HT  -          16.732 (meters)      54.89  (feet)  COMP
 AW2289  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 AW2289
 AW2289  VERT ORDER  -  FIRST     CLASS II
 AW2289
 AW2289.The horizontal coordinates were scaled from a topographic map and have
 AW2289.an estimated accuracy of +/- 6 seconds.
 AW2289
 AW2289.The orthometric height was determined by differential leveling
 AW2289.and adjusted by the National Geodetic Survey in September 1996..
 AW2289
 AW2289.The geoid height was determined by GEOID03.
 AW2289
 AW2289.The dynamic height is computed by dividing the NAVD 88
 AW2289.geopotential number by the normal gravity value computed on the
 AW2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2289.degrees latitude (g = 980.6199 gals.).
 AW2289
 AW2289.The modeled gravity was interpolated from observed gravity values.
 AW2289
 AW2289;                    North         East    Units  Estimated Accuracy
 AW2289;SPC TXSC     - 4,212,710.      942,530.      MT  (+/- 180 meters Scaled)
 AW2289
 AW2289                          SUPERSEDED SURVEY CONTROL
 AW2289
 AW2289  NAVD 88 (06/15/91)   16.905  (m)           55.46   (f) UNKNOWN     1 2
 AW2289  NGVD 29 (12/23/87)   16.901  (m)           55.45   (f) ADJUSTED    1 2
 AW2289
 AW2289.Superseded values are not recommended for survey control.
 AW2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2289.See file dsdata.txt to determine how the superseded data were derived.
 AW2289
 AW2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN620887(NAD 83)
 AW2289_MARKER: DV = VERTICAL CONTROL DISK
 AW2289_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2289_SP_SET: PIER
 AW2289_STAMPING: Z 1210 1973
 AW2289_MARK LOGO: NGS   
 AW2289_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2289
 AW2289  HISTORY     - Date     Condition        Report By
 AW2289  HISTORY     - 1973     MONUMENTED       NGS
 AW2289  HISTORY     - 1978     GOOD             NGS
 AW2289  HISTORY     - 1985     GOOD             USPSQD
 AW2289  HISTORY     - 1986     GOOD             NGS
 AW2289  HISTORY     - 1987     GOOD             USPSQD
 AW2289  HISTORY     - 1989     GOOD             USPSQD
 AW2289  HISTORY     - 1990     GOOD             USPSQD
 AW2289  HISTORY     - 1991     GOOD             USPSQD
 AW2289  HISTORY     - 19931030 GOOD             USPSQD
 AW2289  HISTORY     - 19951007 GOOD             CHANCE
 AW2289  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 AW2289
 AW2289                          STATION DESCRIPTION
 AW2289
 AW2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2289'0.5 MI E FROM BELLAIRE.
 AW2289'0.5 MILE EAST ALONG BELLAIRE BOULEVARD FROM THE JUNCTION OF RICE
 AW2289'AVENUE AT BELLAIRE, AT THE NORTHEAST CORNER OF THE JUNCTION OF THE
 AW2289'WEST FRONTAGE ROAD OF WEST LOOP INTERSTATE HIGHWAY 610, AT INTERSTATE
 AW2289'HIGHWAY 610 OVERPASS OVER THE BOULEVARD, SET VERTICALLY IN THE WEST
 AW2289'FACE OF THE WEST ONE OF THE FIRST ROW OF CONCRETE PIERS NORTH OF THE
 AW2289'BOULEVARD, 6.0 FEET NORTH OF THE NORTH CURB OF THE BOULEVARD, 60 FEET
 AW2289'EAST OF THE EAST CURB OF THE FRONTAGE ROAD, 163 1/2 FEET EAST OF BENCH
 AW2289'MARK X 1182, AND ABOUT 3 1/2 FEET HIGHER THAN THE BOULEVARD.
 AW2289
 AW2289                          STATION RECOVERY (1978)
 AW2289
 AW2289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2289'RECOVERED IN GOOD CONDITION.
 AW2289
 AW2289                          STATION RECOVERY (1985)
 AW2289
 AW2289'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2289'RECOVERED IN GOOD CONDITION.
 AW2289
 AW2289                          STATION RECOVERY (1986)
 AW2289
 AW2289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2289'RECOVERED IN GOOD CONDITION.
 AW2289
 AW2289                          STATION RECOVERY (1987)
 AW2289
 AW2289'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2289'RECOVERED IN GOOD CONDITION.
 AW2289
 AW2289                          STATION RECOVERY (1989)
 AW2289
 AW2289'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 AW2289'RECOVERED IN GOOD CONDITION.
 AW2289
 AW2289                          STATION RECOVERY (1990)
 AW2289
 AW2289'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2289'RECOVERED IN GOOD CONDITION.
 AW2289
 AW2289                          STATION RECOVERY (1991)
 AW2289
 AW2289'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW2289'RECOVERED IN GOOD CONDITION.
 AW2289
 AW2289                          STATION RECOVERY (1993)
 AW2289
 AW2289'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2289'RECOVERED IN GOOD CONDITION.
 AW2289
 AW2289                          STATION RECOVERY (1995)
 AW2289
 AW2289'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2289'RECOVERED AS DESCRIBED.  NOTE--ADD 20 FT (6.1 M) SOUTHWEST OF A SEWER
 AW2289'MANHOLE, 52 FT (15.8 M) EAST OF A PEDESTRIAN TRAFFIC SIGNAL, AND 15 FT
 AW2289'(4.6 M) SOUTH OF THE SOUTH CURB OF THE U-TURN LANE.
 AW2289
 AW2289                          STATION RECOVERY (2004)
 AW2289
 AW2289'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2289'NEW PIER'S AND NEW OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4722 ***********************************************************************
 AW4722  DESIGNATION -  Z 1211
 AW4722  PID         -  AW4722
 AW4722  STATE/COUNTY-  TX/FORT BEND
 AW4722  USGS QUAD   -  SUGAR LAND (1995)
 AW4722
 AW4722                         *CURRENT SURVEY CONTROL
 AW4722  ___________________________________________________________________
 AW4722* NAD 83(1986)-  29 36 08.     (N)    095 40 59.     (W)     SCALED    
 AW4722* NAVD 88     -        24.319  (meters)      79.79   (feet)  ADJUSTED  
 AW4722  ___________________________________________________________________
 AW4722  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW4722  DYNAMIC HT  -          24.285 (meters)      79.67  (feet)  COMP
 AW4722  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 AW4722
 AW4722  VERT ORDER  -  FIRST     CLASS II
 AW4722
 AW4722.The horizontal coordinates were scaled from a topographic map and have
 AW4722.an estimated accuracy of +/- 6 seconds.
 AW4722
 AW4722.The orthometric height was determined by differential leveling
 AW4722.and adjusted by the National Geodetic Survey in June 1991..
 AW4722
 AW4722.The geoid height was determined by GEOID03.
 AW4722
 AW4722.The dynamic height is computed by dividing the NAVD 88
 AW4722.geopotential number by the normal gravity value computed on the
 AW4722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4722.degrees latitude (g = 980.6199 gals.).
 AW4722
 AW4722.The modeled gravity was interpolated from observed gravity values.
 AW4722
 AW4722;                    North         East    Units  Estimated Accuracy
 AW4722;SPC TXSC     - 4,200,600.      921,230.      MT  (+/- 180 meters Scaled)
 AW4722
 AW4722                          SUPERSEDED SURVEY CONTROL
 AW4722
 AW4722  NGVD 29 (12/23/87)   24.314  (m)           79.77   (f) ADJUSTED    1 2
 AW4722
 AW4722.Superseded values are not recommended for survey control.
 AW4722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4722.See file dsdata.txt to determine how the superseded data were derived.
 AW4722
 AW4722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN401777(NAD 83)
 AW4722_MARKER: DB = BENCH MARK DISK
 AW4722_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4722_SP_SET: CULVERT HEADWALL
 AW4722_STAMPING: Z 1211 1973
 AW4722_MARK LOGO: NGS   
 AW4722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4722+STABILITY: SURFACE MOTION
 AW4722
 AW4722  HISTORY     - Date     Condition        Report By
 AW4722  HISTORY     - 1973     MONUMENTED       NGS
 AW4722  HISTORY     - 1987     GOOD             USPSQD
 AW4722  HISTORY     - 1987     GOOD             NGS
 AW4722  HISTORY     - 1988     GOOD             USPSQD
 AW4722  HISTORY     - 1990     GOOD             USPSQD
 AW4722  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4722
 AW4722                          STATION DESCRIPTION
 AW4722
 AW4722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4722'3.1 MI W FROM SUGAR LAND.
 AW4722'3.1 MILES WEST ALONG U.S. HIGHWAY 90 ALT. FROM THE JUNCTION OF STATE
 AW4722'HIGHWAY SPUR 58 AT SUGAR LAND, AT THE JUNCTION OF FARM ROAD 1464, IN
 AW4722'THE TOP AND 2.8 FEET EAST OF THE WEST END OF THE NORTH CONCRETE
 AW4722'HEADWALL OF A LARGE CONCRETE BOX CULVERT, 27 1/2 FEET NORTH OF THE
 AW4722'CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, 128 1/2 FEET EAST
 AW4722'OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE
 AW4722'HIGHWAY.
 AW4722
 AW4722                          STATION RECOVERY (1987)
 AW4722
 AW4722'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW4722'RECOVERED IN GOOD CONDITION.
 AW4722
 AW4722                          STATION RECOVERY (1987)
 AW4722
 AW4722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4722'RECOVERED IN GOOD CONDITION.
 AW4722
 AW4722                          STATION RECOVERY (1988)
 AW4722
 AW4722'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4722'RECOVERED IN GOOD CONDITION.
 AW4722
 AW4722                          STATION RECOVERY (1990)
 AW4722
 AW4722'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW4722'RECOVERED IN GOOD CONDITION.
 AW4722
 AW4722                          STATION RECOVERY (1993)
 AW4722
 AW4722'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2252 ***********************************************************************
 AW2252  DESIGNATION -  Z 1212
 AW2252  PID         -  AW2252
 AW2252  STATE/COUNTY-  TX/HARRIS
 AW2252  USGS QUAD   -  ADDICKS (1995)
 AW2252
 AW2252                         *CURRENT SURVEY CONTROL
 AW2252  ___________________________________________________________________
 AW2252* NAD 83(1986)-  29 45 26.     (N)    095 38 39.     (W)     SCALED    
 AW2252* NAVD 88     -        27.35   (+/-2cm)      89.7    (feet)  VERTCON   
 AW2252  ___________________________________________________________________
 AW2252  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW2252  OBS GRAVITY -     979,277.5   (mgal)                       GRAV_OBS
 AW2252
 AW2252  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2252
 AW2252.The horizontal coordinates were scaled from a topographic map and have
 AW2252.an estimated accuracy of +/- 6 seconds.
 AW2252
 AW2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2252.The vertical order pertains to the NGVD 29 superseded value.
 AW2252
 AW2252.The geoid height was determined by GEOID03.
 AW2252.The observed gravity was obtained from relative gravimeter ties
 AW2252.to the IGSN71 gravity network.
 AW2252
 AW2252;                    North         East    Units  Estimated Accuracy
 AW2252;SPC TXSC     - 4,217,880.      924,500.      MT  (+/- 180 meters Scaled)
 AW2252
 AW2252                          SUPERSEDED SURVEY CONTROL
 AW2252
 AW2252  NGVD 29 (??/??/92)   27.341  (m)           89.70   (f) ADJ UNCH    1 2
 AW2252
 AW2252.Superseded values are not recommended for survey control.
 AW2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2252.See file dsdata.txt to determine how the superseded data were derived.
 AW2252
 AW2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN443948(NAD 83)
 AW2252_MARKER: DB = BENCH MARK DISK
 AW2252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2252_SP_SET: CULVERT
 AW2252_STAMPING: Z 1212 1973
 AW2252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2252
 AW2252  HISTORY     - Date     Condition        Report By
 AW2252  HISTORY     - 1973     MONUMENTED       NGS
 AW2252  HISTORY     - 1978     GOOD             NGS
 AW2252  HISTORY     - 1980     GOOD             NGS
 AW2252  HISTORY     - 1980     GOOD             NGS
 AW2252  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2252  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2252  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW2252  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2252
 AW2252                          STATION DESCRIPTION
 AW2252
 AW2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2252'1.85 MI S FROM ADDICKS.
 AW2252'1.85 MILES SOUTH ALONG STATE HIGHWAY 6 FROM INTERSTATE HIGHWAY 10
 AW2252'OVERPASS AT ADDICKS, 0.1 MILE SOUTH OF THE JUNCTION OF WESTWAY LANE,
 AW2252'0.1 MILE NORTH OF THE JUNCTION OF BRIAR FOREST DRIVE, IN THE TOP AND
 AW2252'0.8 FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A
 AW2252'24-INCH PIPE CULVERT, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AW2252'AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2252
 AW2252                          STATION RECOVERY (1978)
 AW2252
 AW2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2252'RECOVERED IN GOOD CONDITION.
 AW2252
 AW2252                          STATION RECOVERY (1980)
 AW2252
 AW2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW2252'RECOVERED IN GOOD CONDITION.
 AW2252
 AW2252                          STATION RECOVERY (1980)
 AW2252
 AW2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW2252'RECOVERED IN GOOD CONDITION.
 AW2252
 AW2252                          STATION RECOVERY (1983)
 AW2252
 AW2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2252'NOT RECOVERED, CULVERT DESTROYED WHEN HIGHWAY WAS WIDENED.
 AW2252
 AW2252                          STATION RECOVERY (1986)
 AW2252
 AW2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2252'NOT RECOVERED.
 AW2252
 AW2252                          STATION RECOVERY (1995)
 AW2252
 AW2252'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2252'MARK NOT FOUND.
 AW2252
 AW2252                          STATION RECOVERY (2004)
 AW2252
 AW2252'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4240 ***********************************************************************
 AW4240  DESIGNATION -  Z 1213
 AW4240  PID         -  AW4240
 AW4240  STATE/COUNTY-  TX/FORT BEND
 AW4240  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4240
 AW4240                         *CURRENT SURVEY CONTROL
 AW4240  ___________________________________________________________________
 AW4240* NAD 83(1986)-  29 29 04.     (N)    095 40 04.     (W)     SCALED    
 AW4240* NAVD 88     -        22.25   (+/-2cm)      73.0    (feet)  VERTCON   
 AW4240  ___________________________________________________________________
 AW4240  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW4240
 AW4240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4240
 AW4240.The horizontal coordinates were scaled from a topographic map and have
 AW4240.an estimated accuracy of +/- 6 seconds.
 AW4240
 AW4240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4240.The vertical order pertains to the NGVD 29 superseded value.
 AW4240
 AW4240.The geoid height was determined by GEOID03.
 AW4240
 AW4240;                    North         East    Units  Estimated Accuracy
 AW4240;SPC TXSC     - 4,187,590.      923,080.      MT  (+/- 180 meters Scaled)
 AW4240
 AW4240                          SUPERSEDED SURVEY CONTROL
 AW4240
 AW4240  NGVD 29 (??/??/92)   22.249  (m)           73.00   (f) ADJ UNCH    2 0
 AW4240
 AW4240.Superseded values are not recommended for survey control.
 AW4240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4240.See file dsdata.txt to determine how the superseded data were derived.
 AW4240
 AW4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN413646(NAD 83)
 AW4240_MARKER: DB = BENCH MARK DISK
 AW4240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4240_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4240_STAMPING: Z 1213 1973
 AW4240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4240
 AW4240  HISTORY     - Date     Condition        Report By
 AW4240  HISTORY     - 1973     MONUMENTED       NGS
 AW4240  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW4240  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4240  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4240  HISTORY     - 19980103 MARK NOT FOUND   USPSQD
 AW4240  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4240
 AW4240                          STATION DESCRIPTION
 AW4240
 AW4240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4240'13.85 MI NE FROM GUY.
 AW4240'7.65 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4240'HIGHWAY 36 AT GUY, THENCE 5.35 MILES NORTHEAST AND NORTHWEST ALONG
 AW4240'FARM ROAD 762, THENCE 0.85 MILE SOUTHEAST ALONG SMITHERS LAKE ROAD, AT
 AW4240'THE JUNCTION OF A FIELD ENTRANCE ROAD NORTHEAST, 93 FEET SOUTHEAST OF
 AW4240'A T JUNCTION FENCE POST, 44 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW4240'ROAD, 9 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE FIELD ROAD, 3
 AW4240'FEET NORTHWEST OF THE NORTHWEST END OF A GATE, 10 FEET NORTH EAST OF
 AW4240'THE CENTER OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT, 1.5 FEET
 AW4240'SOUTHWEST OF A FENCE, 1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 AW4240'LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AW4240'WHICH IS 4 FEET LONG WITH A BASE PLATE ATTACHED.  THE UPPER PORTION OF
 AW4240'THE ROD IS ENCASED IN AN IRON PIPE PROJECTING 0.1 FOOT ABOVE THE
 AW4240'GROUND.
 AW4240
 AW4240                          STATION RECOVERY (1986)
 AW4240
 AW4240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4240'NOT RECOVERED.
 AW4240
 AW4240                          STATION RECOVERY (1988)
 AW4240
 AW4240'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4240'MARK NOT FOUND.
 AW4240
 AW4240                          STATION RECOVERY (1996)
 AW4240
 AW4240'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4240'MARK NOT FOUND.
 AW4240
 AW4240                          STATION RECOVERY (1998)
 AW4240
 AW4240'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4240'MARK NOT FOUND.
 AW4240
 AW4240                          STATION RECOVERY (1998)
 AW4240
 AW4240'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4174 ***********************************************************************
 AW4174  DESIGNATION -  Z 1214
 AW4174  PID         -  AW4174
 AW4174  STATE/COUNTY-  TX/FORT BEND
 AW4174  USGS QUAD   -  GUY (1980)
 AW4174
 AW4174                         *CURRENT SURVEY CONTROL
 AW4174  ___________________________________________________________________
 AW4174* NAD 83(1986)-  29 21 55.     (N)    095 47 44.     (W)     SCALED    
 AW4174* NAVD 88     -        25.112  (meters)      82.39   (feet)  ADJUSTED  
 AW4174  ___________________________________________________________________
 AW4174  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW4174  DYNAMIC HT  -          25.077 (meters)      82.27  (feet)  COMP
 AW4174  MODELED GRAV-     979,250.8   (mgal)                       NAVD 88
 AW4174
 AW4174  VERT ORDER  -  FIRST     CLASS II
 AW4174
 AW4174.The horizontal coordinates were scaled from a topographic map and have
 AW4174.an estimated accuracy of +/- 6 seconds.
 AW4174
 AW4174.The orthometric height was determined by differential leveling
 AW4174.and adjusted by the National Geodetic Survey in June 1991..
 AW4174
 AW4174.The geoid height was determined by GEOID03.
 AW4174
 AW4174.The dynamic height is computed by dividing the NAVD 88
 AW4174.geopotential number by the normal gravity value computed on the
 AW4174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4174.degrees latitude (g = 980.6199 gals.).
 AW4174
 AW4174.The modeled gravity was interpolated from observed gravity values.
 AW4174
 AW4174;                    North         East    Units  Estimated Accuracy
 AW4174;SPC TXSC     - 4,174,040.      911,050.      MT  (+/- 180 meters Scaled)
 AW4174
 AW4174                          SUPERSEDED SURVEY CONTROL
 AW4174
 AW4174  NGVD 29 (12/23/87)   25.108  (m)           82.38   (f) ADJUSTED    1 2
 AW4174
 AW4174.Superseded values are not recommended for survey control.
 AW4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4174.See file dsdata.txt to determine how the superseded data were derived.
 AW4174
 AW4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN286517(NAD 83)
 AW4174_MARKER: DB = BENCH MARK DISK
 AW4174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4174_SP_SET: CULVERT HEADWALL
 AW4174_STAMPING: Z 1214 1973
 AW4174_MARK LOGO: NGS   
 AW4174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4174+STABILITY: SURFACE MOTION
 AW4174
 AW4174  HISTORY     - Date     Condition        Report By
 AW4174  HISTORY     - 1973     MONUMENTED       NGS
 AW4174  HISTORY     - 1986     GOOD             NGS
 AW4174  HISTORY     - 1987     GOOD             USPSQD
 AW4174  HISTORY     - 1988     GOOD             USPSQD
 AW4174  HISTORY     - 1989     GOOD             USPSQD
 AW4174  HISTORY     - 19980110 GOOD             USPSQD
 AW4174  HISTORY     - 19991120 GOOD             USPSQD
 AW4174
 AW4174                          STATION DESCRIPTION
 AW4174
 AW4174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4174'1.6 MI NW FROM GUY.
 AW4174'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM
 AW4174'ROAD 1994 AT GUY, 0.55 MILE SOUTHEAST OF NEEDVILLE HIGH SCHOOL, AT THE
 AW4174'CROSSING OF MOUND CREEK, IN THE TOP AND 2.0 FEET NORTHWEST OF THE
 AW4174'SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A LARGE 4-WAY
 AW4174'CONCRETE BOX CULVERT OVER THE CREEK, 24 FEET NORTHEAST OF THE CENTER
 AW4174'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4174
 AW4174                          STATION RECOVERY (1986)
 AW4174
 AW4174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4174'RECOVERED IN GOOD CONDITION.
 AW4174
 AW4174                          STATION RECOVERY (1987)
 AW4174
 AW4174'RECOVERY NOTE BY US POWER SQUADRON 1987 (PRH)
 AW4174'RECOVERED IN GOOD CONDITION.
 AW4174
 AW4174                          STATION RECOVERY (1988)
 AW4174
 AW4174'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4174'RECOVERED IN GOOD CONDITION.
 AW4174
 AW4174                          STATION RECOVERY (1989)
 AW4174
 AW4174'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4174'RECOVERED IN GOOD CONDITION.
 AW4174
 AW4174                          STATION RECOVERY (1998)
 AW4174
 AW4174'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4174'RECOVERED IN GOOD CONDITION.
 AW4174
 AW4174                          STATION RECOVERY (1999)
 AW4174
 AW4174'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1817 ***********************************************************************
 AW1817  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1817  DESIGNATION -  Z 1215
 AW1817  PID         -  AW1817
 AW1817  STATE/COUNTY-  TX/HARRIS
 AW1817  USGS QUAD   -  CYPRESS (1995)
 AW1817
 AW1817                         *CURRENT SURVEY CONTROL
 AW1817  ___________________________________________________________________
 AW1817* NAD 83(1993)-  29 56 55.64157(N)    095 40 06.62563(W)     ADJUSTED  
 AW1817* NAVD 88     -        43.17   (meters)     141.6    (feet)  GPS OBS   
 AW1817  ___________________________________________________________________
 AW1817  X           -    -546,322.858 (meters)                     COMP
 AW1817  Y           -  -5,504,059.383 (meters)                     COMP
 AW1817  Z           -   3,165,464.037 (meters)                     COMP
 AW1817  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW1817  ELLIP HEIGHT-          15.68  (meters)          (12/03/01) GPS OBS
 AW1817  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW1817  DYNAMIC HT  -          43.11  (meters)     141.4   (feet)  COMP
 AW1817  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 AW1817
 AW1817  HORZ ORDER  -  FIRST
 AW1817  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1817  ELLP ORDER  -  FOURTH    CLASS II
 AW1817
 AW1817.The horizontal coordinates were established by GPS observations
 AW1817.and adjusted by the National Geodetic Survey in December 2001..
 AW1817
 AW1817.The orthometric height was determined by GPS observations and a
 AW1817.high-resolution geoid model using precise GPS observation and
 AW1817.processing techniques. It supersedes the leveled height previously
 AW1817.determined for this station.
 AW1817.WARNING-GPS observations at this control monument resulted in a GPS
 AW1817.derived orthometric height which differed from the leveled height by
 AW1817.more than one decimeter (0.1 meter).
 AW1817.The vertical order pertains to the first NAVD 88 superseded value.
 AW1817
 AW1817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1817
 AW1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1817
 AW1817.The ellipsoidal height was determined by GPS observations
 AW1817.and is referenced to NAD 83.
 AW1817
 AW1817.The geoid height was determined by GEOID03.
 AW1817
 AW1817.The dynamic height is computed by dividing the NAVD 88
 AW1817.geopotential number by the normal gravity value computed on the
 AW1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1817.degrees latitude (g = 980.6199 gals.).
 AW1817
 AW1817.The modeled gravity was interpolated from observed gravity values.
 AW1817
 AW1817;                    North         East     Units Scale Factor Converg.
 AW1817;SPC TXSC     - 4,239,032.670   921,539.202   MT  0.99992047   +1 37 55.7
 AW1817;SPC TXSC     -13,907,559.68  3,023,416.53   sFT  0.99992047   +1 37 55.7
 AW1817;UTM  15      - 3,316,106.346   242,449.583   MT  1.00041847   -1 19 58.5
 AW1817
 AW1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1817!SPC TXSC     -   0.99999754  x   0.99992047  =   0.99991801
 AW1817!UTM  15      -   0.99999754  x   1.00041847  =   1.00041601
 AW1817
 AW1817                          SUPERSEDED SURVEY CONTROL
 AW1817
 AW1817  NAVD 88 (06/15/91)   43.529  (m)          142.81   (f) ADJUSTED    1 2
 AW1817  NGVD 29 (12/23/87)   43.522  (m)          142.79   (f) ADJUSTED    1 2
 AW1817
 AW1817.Superseded values are not recommended for survey control.
 AW1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1817.See file dsdata.txt to determine how the superseded data were derived.
 AW1817
 AW1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4245016106(NAD 83)
 AW1817_MARKER: DB = BENCH MARK DISK
 AW1817_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1817_SP_SET: COPPER-CLAD STEEL ROD
 AW1817_STAMPING: Z 1215 1973
 AW1817_MARK LOGO: NGS   
 AW1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1817
 AW1817  HISTORY     - Date     Condition        Report By
 AW1817  HISTORY     - 1973     MONUMENTED       NGS
 AW1817  HISTORY     - 1978     GOOD             NGS
 AW1817  HISTORY     - 1986     GOOD             NGS
 AW1817  HISTORY     - 1987     GOOD             USPSQD
 AW1817  HISTORY     - 1990     GOOD             USPSQD
 AW1817
 AW1817                          STATION DESCRIPTION
 AW1817
 AW1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1817'2.15 4MI SE FROM CYPRESS.
 AW1817'ABOUT 2.15 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1817'AT CYPRESS, 53 FEET SOUTH OF A POINT IN LINE WITH OVERHEAD POWER LINE
 AW1817'SUPPORTED BY STEEL TOWERS, ABOUT 7 RAILS SOUTHWEST OF SEMAPHORE 237,
 AW1817'64 FEET SOUTHWEST OF THE CENTER LINE OF US HIGHWAY 290 - EASTBOUND
 AW1817'LANE, 30.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN
 AW1817'PACIFIC RAILROAD, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 3 FEET
 AW1817'BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A 5/8-INCH COPPER
 AW1817'COATED STEEL ROD, AND PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 1
 AW1817'INCH.  THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 AW1817
 AW1817                          STATION RECOVERY (1978)
 AW1817
 AW1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1817'RECOVERED IN GOOD CONDITION.
 AW1817
 AW1817                          STATION RECOVERY (1986)
 AW1817
 AW1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1817'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.7 KM (2.3 MI)
 AW1817'SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 AW1817'SPRING-CYPRESS ROAD IN CYPRESS.
 AW1817
 AW1817                          STATION RECOVERY (1987)
 AW1817
 AW1817'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1817'RECOVERED IN GOOD CONDITION.
 AW1817
 AW1817                          STATION RECOVERY (1990)
 AW1817
 AW1817'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1412 ***********************************************************************
 BL1412  DESIGNATION -  Z 1216
 BL1412  PID         -  BL1412
 BL1412  STATE/COUNTY-  TX/HARRIS
 BL1412  USGS QUAD   -  TOMBALL (1979)
 BL1412
 BL1412                         *CURRENT SURVEY CONTROL
 BL1412  ___________________________________________________________________
 BL1412* NAD 83(1986)-  30 05 56.     (N)    095 36 51.     (W)     SCALED    
 BL1412* NAVD 88     -        56.825  (meters)     186.43   (feet)  ADJUSTED  
 BL1412  ___________________________________________________________________
 BL1412  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1412  DYNAMIC HT  -          56.749 (meters)     186.18  (feet)  COMP
 BL1412  MODELED GRAV-     979,290.7   (mgal)                       NAVD 88
 BL1412  OBS GRAVITY -     979,290.7   (mgal)                       GRAV_OBS
 BL1412
 BL1412  VERT ORDER  -  FIRST     CLASS II
 BL1412
 BL1412.The horizontal coordinates were scaled from a topographic map and have
 BL1412.an estimated accuracy of +/- 6 seconds.
 BL1412
 BL1412.The orthometric height was determined by differential leveling
 BL1412.and adjusted by the National Geodetic Survey in June 1991..
 BL1412
 BL1412.The geoid height was determined by GEOID03.
 BL1412
 BL1412.The dynamic height is computed by dividing the NAVD 88
 BL1412.geopotential number by the normal gravity value computed on the
 BL1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1412.degrees latitude (g = 980.6199 gals.).
 BL1412
 BL1412.The modeled gravity was interpolated from observed gravity values.
 BL1412.The observed gravity was obtained from relative gravimeter ties
 BL1412.to the IGSN71 gravity network.
 BL1412
 BL1412;                    North         East    Units  Estimated Accuracy
 BL1412;SPC TXSC     - 4,255,810.      926,300.      MT  (+/- 180 meters Scaled)
 BL1412
 BL1412                          SUPERSEDED SURVEY CONTROL
 BL1412
 BL1412  NGVD 29 (12/23/87)   56.820  (m)          186.42   (f) ADJUSTED    1 2
 BL1412
 BL1412.Superseded values are not recommended for survey control.
 BL1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1412.See file dsdata.txt to determine how the superseded data were derived.
 BL1412
 BL1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP480326(NAD 83)
 BL1412_MARKER: DB = BENCH MARK DISK
 BL1412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1412_SP_SET: COPPER-CLAD STEEL ROD
 BL1412_STAMPING: Z 1216 1973
 BL1412_MARK LOGO: NGS   
 BL1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1412+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1412
 BL1412  HISTORY     - Date     Condition        Report By
 BL1412  HISTORY     - 1973     MONUMENTED       NGS
 BL1412  HISTORY     - 1978     GOOD             NGS
 BL1412  HISTORY     - 1986     GOOD             NGS
 BL1412  HISTORY     - 20050108 GOOD             USPSQD
 BL1412
 BL1412                          STATION DESCRIPTION
 BL1412
 BL1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1412'IN TOMBALL.
 BL1412'AT TOMBALL, ABOUT 0.05 MILE NORTHWEST ALONG THE BURLINGTON-ROCK ISLAND
 BL1412'RAILROAD FROM THE CROSSING OF WALLER-TOMBALL RD., ABOUT 121.5 FEET
 BL1412'NORTHWEST OF THE SOUTHWEST CORNER OF THE BURLINGTON-ROCK ISLAND
 BL1412'RAILROAD STATION, 72.9 FEET NORTHEAST OF THE CENTER LINE OF NORTH ELM
 BL1412'ST., 36.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 1
 BL1412'1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 0.6 FOOT NORTHWEST OF A METAL
 BL1412'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAIL, AND IS A DISK
 BL1412'SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A
 BL1412'6-INCH METAL PIPE WHICH PROJECTS 0.3 FOOT.  THE ROD WAS DRIVEN TO A
 BL1412'DEPTH OF 24 FEET.
 BL1412
 BL1412                          STATION RECOVERY (1978)
 BL1412
 BL1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1412'RECOVERED IN GOOD CONDITION.
 BL1412
 BL1412                          STATION RECOVERY (1986)
 BL1412
 BL1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1412'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1412'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1412
 BL1412                          STATION RECOVERY (2005)
 BL1412
 BL1412'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 BL1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1795 ***********************************************************************
 AW1795  DESIGNATION -  Z 1217
 AW1795  PID         -  AW1795
 AW1795  STATE/COUNTY-  TX/HARRIS
 AW1795  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1795
 AW1795                         *CURRENT SURVEY CONTROL
 AW1795  ___________________________________________________________________
 AW1795* NAD 83(1986)-  29 49 06.     (N)    095 31 34.     (W)     SCALED    
 AW1795* NAVD 88     -        26.478  (meters)      86.87   (feet)  ADJUSTED  
 AW1795  ___________________________________________________________________
 AW1795  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW1795  DYNAMIC HT  -          26.442 (meters)      86.75  (feet)  COMP
 AW1795  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 AW1795  OBS GRAVITY -     979,284.3   (mgal)                       GRAV_OBS
 AW1795
 AW1795  VERT ORDER  -  FIRST     CLASS II
 AW1795
 AW1795.The horizontal coordinates were scaled from a topographic map and have
 AW1795.an estimated accuracy of +/- 6 seconds.
 AW1795
 AW1795.The orthometric height was determined by differential leveling
 AW1795.and adjusted by the National Geodetic Survey in June 1991..
 AW1795
 AW1795.The geoid height was determined by GEOID03.
 AW1795
 AW1795.The dynamic height is computed by dividing the NAVD 88
 AW1795.geopotential number by the normal gravity value computed on the
 AW1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1795.degrees latitude (g = 980.6199 gals.).
 AW1795
 AW1795.The modeled gravity was interpolated from observed gravity values.
 AW1795.The observed gravity was obtained from relative gravimeter ties
 AW1795.to the IGSN71 gravity network.
 AW1795
 AW1795;                    North         East    Units  Estimated Accuracy
 AW1795;SPC TXSC     - 4,224,980.      935,710.      MT  (+/- 180 meters Scaled)
 AW1795
 AW1795                          SUPERSEDED SURVEY CONTROL
 AW1795
 AW1795  NGVD 29 (12/23/87)   26.473  (m)           86.85   (f) ADJUSTED    1 2
 AW1795
 AW1795.Superseded values are not recommended for survey control.
 AW1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1795.See file dsdata.txt to determine how the superseded data were derived.
 AW1795
 AW1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP558013(NAD 83)
 AW1795_MARKER: DB = BENCH MARK DISK
 AW1795_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW1795+WITH SETTING: INFORMATION.
 AW1795_SP_SET: SHALLOW-SET METAL ROD
 AW1795_STAMPING: Z 1217 1973
 AW1795_MARK LOGO: NGS   
 AW1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1795
 AW1795  HISTORY     - Date     Condition        Report By
 AW1795  HISTORY     - 1973     MONUMENTED       NGS
 AW1795  HISTORY     - 1978     GOOD             NGS
 AW1795  HISTORY     - 1986     GOOD             NGS
 AW1795  HISTORY     - 1987     GOOD             USPSQD
 AW1795  HISTORY     - 1990     GOOD             USPSQD
 AW1795  HISTORY     - 19941022 GOOD             USPSQD
 AW1795
 AW1795                          STATION DESCRIPTION
 AW1795
 AW1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1795'3 MI N FROM SPRING BRANCH.
 AW1795'ABOUT 3 MILES NORTH ALONG CAMPBELL RD. FROM THE I-10 OVERPASS AT
 AW1795'SPRING BRANCH, 60 YARDS (P) NORTHEAST OF AND ACROSS FROM CAMPBELL RD.
 AW1795'FROM THE NORTHEAST CORNER OF THE SPRING BRANCH CHURCH OF GOD, 258 FEET
 AW1795'WEST OF A CHAIN LINK FENCE SURROUNDING THE CAMPBELL SUBSTATION, 30
 AW1795'FEET EAST OF THE CENTER LINE OF CAMPBELL RD., 16 FEET NORTH OF THE
 AW1795'CENTER LINE OF A DIRT ROAD LEADING EAST TO THE CAMPBELL SUBSTATION,
 AW1795'0.7 FOOT WEST OF A SHELL WIRE FENCE USED FOR A PROPERTY LINE, 1 FOOT
 AW1795'SOUTH OF A METAL WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE ROAD,
 AW1795'AND IS A DISK SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED
 AW1795'STEEL ROD, AND PROTECTED BY A 6-INCH STEEL PIPE WHICH PROJECTS 0.2
 AW1795'FOOT.
 AW1795
 AW1795                          STATION RECOVERY (1978)
 AW1795
 AW1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1795'RECOVERED IN GOOD CONDITION.
 AW1795
 AW1795                          STATION RECOVERY (1986)
 AW1795
 AW1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1795'RECOVERED IN GOOD CONDITION.
 AW1795
 AW1795                          STATION RECOVERY (1987)
 AW1795
 AW1795'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1795'RECOVERED IN GOOD CONDITION.
 AW1795
 AW1795                          STATION RECOVERY (1990)
 AW1795
 AW1795'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1795'RECOVERED IN GOOD CONDITION.
 AW1795
 AW1795                          STATION RECOVERY (1994)
 AW1795
 AW1795'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1807 ***********************************************************************
 AW1807  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1807  DESIGNATION -  Z 1218
 AW1807  PID         -  AW1807
 AW1807  STATE/COUNTY-  TX/HARRIS
 AW1807  USGS QUAD   -  SATSUMA (1982)
 AW1807
 AW1807                         *CURRENT SURVEY CONTROL
 AW1807  ___________________________________________________________________
 AW1807* NAD 83(1993)-  29 52 50.65696(N)    095 34 17.72923(W)     ADJUSTED  
 AW1807* NAVD 88     -        32.54   (meters)     106.8    (feet)  GPS OBS   
 AW1807  ___________________________________________________________________
 AW1807  X           -    -537,376.345 (meters)                     COMP
 AW1807  Y           -  -5,508,710.780 (meters)                     COMP
 AW1807  Z           -   3,158,920.243 (meters)                     COMP
 AW1807  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AW1807  ELLIP HEIGHT-           5.11  (meters)          (12/03/01) GPS OBS
 AW1807  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW1807  DYNAMIC HT  -          32.49  (meters)     106.6   (feet)  COMP
 AW1807  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 AW1807  OBS GRAVITY -     979,287.2   (mgal)                       GRAV_OBS
 AW1807
 AW1807  HORZ ORDER  -  FIRST
 AW1807  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1807  ELLP ORDER  -  FOURTH    CLASS II
 AW1807
 AW1807.The horizontal coordinates were established by GPS observations
 AW1807.and adjusted by the National Geodetic Survey in December 2001..
 AW1807
 AW1807.The orthometric height was determined by GPS observations and a
 AW1807.high-resolution geoid model using precise GPS observation and
 AW1807.processing techniques. It supersedes the leveled height previously
 AW1807.determined for this station.
 AW1807.WARNING-GPS observations at this control monument resulted in a GPS
 AW1807.derived orthometric height which differed from the leveled height by
 AW1807.more than one decimeter (0.1 meter).
 AW1807.The vertical order pertains to the first NAVD 88 superseded value.
 AW1807
 AW1807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1807
 AW1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1807
 AW1807.The ellipsoidal height was determined by GPS observations
 AW1807.and is referenced to NAD 83.
 AW1807
 AW1807.The geoid height was determined by GEOID03.
 AW1807
 AW1807.The dynamic height is computed by dividing the NAVD 88
 AW1807.geopotential number by the normal gravity value computed on the
 AW1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1807.degrees latitude (g = 980.6199 gals.).
 AW1807
 AW1807.The modeled gravity was interpolated from observed gravity values.
 AW1807.The observed gravity was obtained from relative gravimeter ties
 AW1807.to the IGSN71 gravity network.
 AW1807
 AW1807;                    North         East     Units Scale Factor Converg.
 AW1807;SPC TXSC     - 4,231,763.334   931,111.468   MT  0.99990848   +1 40 46.6
 AW1807;SPC TXSC     -13,883,710.20  3,054,821.54   sFT  0.99990848   +1 40 46.6
 AW1807;UTM  15      - 3,308,348.204   251,637.627   MT  1.00036112   -1 16 54.5
 AW1807
 AW1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1807!SPC TXSC     -   0.99999920  x   0.99990848  =   0.99990768
 AW1807!UTM  15      -   0.99999920  x   1.00036112  =   1.00036032
 AW1807
 AW1807                          SUPERSEDED SURVEY CONTROL
 AW1807
 AW1807  NAVD 88 (06/15/91)   33.304  (m)          109.26   (f) ADJUSTED    1 2
 AW1807  NGVD 29 (12/23/87)   33.298  (m)          109.25   (f) ADJUSTED    1 2
 AW1807
 AW1807.Superseded values are not recommended for survey control.
 AW1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1807.See file dsdata.txt to determine how the superseded data were derived.
 AW1807
 AW1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5163808348(NAD 83)
 AW1807_MARKER: DB = BENCH MARK DISK
 AW1807_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1807+WITH SETTING: PAVEMENT
 AW1807_SP_SET: CONCRETE BASE
 AW1807_STAMPING: Z 1218 1973
 AW1807_MARK LOGO: NGS   
 AW1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1807+STABILITY: SURFACE MOTION
 AW1807
 AW1807  HISTORY     - Date     Condition        Report By
 AW1807  HISTORY     - 1973     MONUMENTED       NGS
 AW1807  HISTORY     - 1978     GOOD             NGS
 AW1807  HISTORY     - 1986     GOOD             NGS
 AW1807  HISTORY     - 1987     GOOD             USPSQD
 AW1807  HISTORY     - 1987     GOOD             USPSQD
 AW1807  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1807
 AW1807                          STATION DESCRIPTION
 AW1807
 AW1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1807'2.4 MI NW FROM FAIRBANKS.
 AW1807'ABOUT 2.4 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1807'FAIRBANKS, 73.5 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 AW1807'LANE OF THE HIGHWAY, 3 RAILS NORTHWEST OF THE CROSSING OF FARM ROAD
 AW1807'529 AND THE SOUTHERN PACIFIC RAILROAD, 22 FEET NORTHEAST OF THE
 AW1807'NORTHEAST RAIL, SET IN THE TOP OF THE NORTHEAST SIDE OF THE CONCRETE
 AW1807'FOUNDATION OF THE MOST SOUTHWESTERN ONE OF TWO VERY LARGE 8 X 24 IN.
 AW1807'T-CHANNEL IRON POST SUPPORTING A SIGN OF THE STRAN STEEL CORP., 1 FOOT
 AW1807'NORTHEAST OF AN IRON POST, 5 INCHES ABOVE THE LEVEL OF THE GROUND, AND
 AW1807'ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS.
 AW1807
 AW1807                          STATION RECOVERY (1978)
 AW1807
 AW1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1807'RECOVERED IN GOOD CONDITION.
 AW1807
 AW1807                          STATION RECOVERY (1986)
 AW1807
 AW1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1807'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.9 KM (2.4
 AW1807'MI) NORTHWESTERLY ALONG THE HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1807'FAIRBANKS, IN THE NORTHEAST SIDE OF THE CONCRETE BASE OF AN ABANDONED
 AW1807'BILLBOARD, 35.1 M (115.2 FT) NORTHWEST OF THE CENTERLINE OF FARM ROAD
 AW1807'529, 22.4 M (73.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 AW1807'BOUND LANES OF THE HIGHWAY, AND 6.7 M (22.0 FT) NORTHEAST OF THE NEAR
 AW1807'RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 AW1807'THE MARK IS 1.1 METERS  S FROM  A WITNESS POST
 AW1807'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AW1807
 AW1807                          STATION RECOVERY (1987)
 AW1807
 AW1807'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1807'RECOVERED IN GOOD CONDITION.
 AW1807
 AW1807                          STATION RECOVERY (1987)
 AW1807
 AW1807'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1807'RECOVERED IN GOOD CONDITION.
 AW1807
 AW1807                          STATION RECOVERY (1994)
 AW1807
 AW1807'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1223 ***********************************************************************
 AW1223  DESIGNATION -  Z 1219
 AW1223  PID         -  AW1223
 AW1223  STATE/COUNTY-  TX/BRAZORIA
 AW1223  USGS QUAD   -  BRAZORIA (1952)
 AW1223
 AW1223                         *CURRENT SURVEY CONTROL
 AW1223  ___________________________________________________________________
 AW1223* NAD 83(1986)-  29 03 12.     (N)    095 34 19.     (W)     SCALED    
 AW1223* NAVD 88     -         7.28   (+/-2cm)      23.9    (feet)  VERTCON   
 AW1223  ___________________________________________________________________
 AW1223  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW1223
 AW1223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1223
 AW1223.The horizontal coordinates were scaled from a topographic map and have
 AW1223.an estimated accuracy of +/- 6 seconds.
 AW1223
 AW1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1223.The vertical order pertains to the NGVD 29 superseded value.
 AW1223
 AW1223.The geoid height was determined by GEOID03.
 AW1223
 AW1223;                    North         East    Units  Estimated Accuracy
 AW1223;SPC TXSC     - 4,140,100.      933,770.      MT  (+/- 180 meters Scaled)
 AW1223
 AW1223                          SUPERSEDED SURVEY CONTROL
 AW1223
 AW1223  NGVD 29 (??/??/92)    7.297  (m)           23.94   (f) ADJ UNCH    2 0
 AW1223
 AW1223.Superseded values are not recommended for survey control.
 AW1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1223.See file dsdata.txt to determine how the superseded data were derived.
 AW1223
 AW1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN495166(NAD 83)
 AW1223_MARKER: DB = BENCH MARK DISK
 AW1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1223_SP_SET: CULVERT
 AW1223_STAMPING: Z 1219 1973
 AW1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1223
 AW1223  HISTORY     - Date     Condition        Report By
 AW1223  HISTORY     - 1973     MONUMENTED       NGS
 AW1223  HISTORY     - 1978     GOOD             NGS
 AW1223  HISTORY     - 1987     GOOD             USPSQD
 AW1223  HISTORY     - 1987     GOOD             USPSQD
 AW1223  HISTORY     - 1988     GOOD             USPSQD
 AW1223  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW1223
 AW1223                          STATION DESCRIPTION
 AW1223
 AW1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1223'0.3 MI N FROM BRAZORIA.
 AW1223'0.3 MILE NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW1223'HIGHWAY 332 AT BRAZORIA, DIRECTLY ACROSS THE HIGHWAY FROM A SERVICE
 AW1223'STATION AND CAR WASH, IN THE TOP AND 0.8 FOOT SOUTH OF THE NORTH END
 AW1223'OF THE WEST CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT, 33 1/2 FEET
 AW1223'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN
 AW1223'THE HIGHWAY.
 AW1223
 AW1223                          STATION RECOVERY (1978)
 AW1223
 AW1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1223'RECOVERED IN GOOD CONDITION.
 AW1223
 AW1223                          STATION RECOVERY (1987)
 AW1223
 AW1223'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1223'RECOVERED IN GOOD CONDITION.
 AW1223
 AW1223                          STATION RECOVERY (1987)
 AW1223
 AW1223'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW1223'RECOVERED IN GOOD CONDITION.
 AW1223
 AW1223                          STATION RECOVERY (1988)
 AW1223
 AW1223'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW1223'RECOVERED IN GOOD CONDITION.
 AW1223
 AW1223                          STATION RECOVERY (1994)
 AW1223
 AW1223'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1841 ***********************************************************************
 AX1841  DESIGNATION -  Z 122
 AX1841  PID         -  AX1841
 AX1841  STATE/COUNTY-  TX/DE WITT
 AX1841  USGS QUAD   -  VERHELLE (1987)
 AX1841
 AX1841                         *CURRENT SURVEY CONTROL
 AX1841  ___________________________________________________________________
 AX1841* NAD 83(1986)-  29 03 46.     (N)    097 13 02.     (W)     SCALED    
 AX1841* NAVD 88     -        50.34   (+/-2cm)     165.2    (feet)  VERTCON   
 AX1841  ___________________________________________________________________
 AX1841  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX1841
 AX1841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1841
 AX1841.The horizontal coordinates were scaled from a topographic map and have
 AX1841.an estimated accuracy of +/- 6 seconds.
 AX1841
 AX1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1841.The vertical order pertains to the NGVD 29 superseded value.
 AX1841
 AX1841.The geoid height was determined by GEOID03.
 AX1841
 AX1841;                    North         East    Units  Estimated Accuracy
 AX1841;SPC TXSC     - 4,137,580.      773,580.      MT  (+/- 180 meters Scaled)
 AX1841
 AX1841                          SUPERSEDED SURVEY CONTROL
 AX1841
 AX1841  NGVD 29 (??/??/92)   50.366  (m)          165.24   (f) ADJ UNCH    2 0
 AX1841
 AX1841.Superseded values are not recommended for survey control.
 AX1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1841.See file dsdata.txt to determine how the superseded data were derived.
 AX1841
 AX1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT735162(NAD 83)
 AX1841_MARKER: DB = BENCH MARK DISK
 AX1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1841_STAMPING: Z 122 1933
 AX1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1841+STABILITY: SURFACE MOTION
 AX1841
 AX1841  HISTORY     - Date     Condition        Report By
 AX1841  HISTORY     - 1933     MONUMENTED       CGS
 AX1841  HISTORY     - 1943     GOOD             NGS
 AX1841  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1841
 AX1841                          STATION DESCRIPTION
 AX1841
 AX1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1841'5.5 MI SE FROM CUERO.
 AX1841'5.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX1841'STATION AT CUERO, DE WITT COUNTY, 1/3 MILE SOUTHEAST OF THE
 AX1841'INTERSECTION OF AN ASPHALT ROAD LEADING NORTHEAST, 0.1 MILE NORTHWEST
 AX1841'OF RAILROAD TRESTLE 49.91, 135 FEET NORTHWEST OF MILEPOST 50, 44.5
 AX1841'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 54.0 FEET SOUTHWEST OF
 AX1841'THE CENTERLINE OF U.S. HIGHWAY 87, 3 FEET NORTHWEST OF A WHITE WOODEN
 AX1841'WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Z
 AX1841'122 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.9
 AX1841'FOOT ABOVE GROUND.
 AX1841
 AX1841                          STATION RECOVERY (2001)
 AX1841
 AX1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1841'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4165 ***********************************************************************
 AW4165  DESIGNATION -  Z 1220
 AW4165  PID         -  AW4165
 AW4165  STATE/COUNTY-  TX/BRAZORIA
 AW4165  USGS QUAD   -  DAMON (1980)
 AW4165
 AW4165                         *CURRENT SURVEY CONTROL
 AW4165  ___________________________________________________________________
 AW4165* NAD 83(1986)-  29 18 43.     (N)    095 44 41.     (W)     SCALED    
 AW4165* NAVD 88     -        21.61   (+/-2cm)      70.9    (feet)  VERTCON   
 AW4165  ___________________________________________________________________
 AW4165  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW4165
 AW4165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4165
 AW4165.The horizontal coordinates were scaled from a topographic map and have
 AW4165.an estimated accuracy of +/- 6 seconds.
 AW4165
 AW4165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4165.The vertical order pertains to the NGVD 29 superseded value.
 AW4165
 AW4165.The geoid height was determined by GEOID03.
 AW4165
 AW4165;                    North         East    Units  Estimated Accuracy
 AW4165;SPC TXSC     - 4,168,270.      916,150.      MT  (+/- 180 meters Scaled)
 AW4165
 AW4165                          SUPERSEDED SURVEY CONTROL
 AW4165
 AW4165  NGVD 29 (??/??/92)   21.611  (m)           70.90   (f) ADJ UNCH    2 0
 AW4165
 AW4165.Superseded values are not recommended for survey control.
 AW4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4165.See file dsdata.txt to determine how the superseded data were derived.
 AW4165
 AW4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN334456(NAD 83)
 AW4165_MARKER: DB = BENCH MARK DISK
 AW4165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4165_STAMPING: Z 1220 1973
 AW4165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4165
 AW4165  HISTORY     - Date     Condition        Report By
 AW4165  HISTORY     - 1973     MONUMENTED       NGS
 AW4165  HISTORY     - 1987     GOOD             USPSQD
 AW4165  HISTORY     - 1988     GOOD             USPSQD
 AW4165  HISTORY     - 1989     GOOD             USPSQD
 AW4165  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4165  HISTORY     - 19940416 GOOD             USPSQD
 AW4165
 AW4165                          STATION DESCRIPTION
 AW4165
 AW4165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4165'1.8 MI NW FROM DAMON.
 AW4165'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF MULCAHY
 AW4165'STREET AT DAMON, THENCE 0.1 MILE SOUTHWEST ALONG HOUSTON STREET,
 AW4165'THENCE 1.4 MILES NORTHWEST ALONG A SHELL ROAD, AT THE JUNCTION OF A
 AW4165'TRACK ROAD NORTHEAST TO A METAL STOCK SHELTER, 38 FEET NORTHEAST OF
 AW4165'THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHWEST OF A POWER POLE, 28
 AW4165'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 1.0 FOOT
 AW4165'SOUTHEAST OF A WITNESS POST ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 AW4165'TOP OF A 4-FOOT SECTION OF COPPER COATED ROD WHICH HAS A BASE PLATE
 AW4165'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH IRON
 AW4165'PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW4165
 AW4165                          STATION RECOVERY (1987)
 AW4165
 AW4165'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4165'RECOVERED IN GOOD CONDITION.
 AW4165
 AW4165                          STATION RECOVERY (1988)
 AW4165
 AW4165'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4165'RECOVERED IN GOOD CONDITION.
 AW4165
 AW4165                          STATION RECOVERY (1989)
 AW4165
 AW4165'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4165'RECOVERED IN GOOD CONDITION.
 AW4165
 AW4165                          STATION RECOVERY (1989)
 AW4165
 AW4165'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4165'MARK NOT FOUND.
 AW4165
 AW4165                          STATION RECOVERY (1994)
 AW4165
 AW4165'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0595 ***********************************************************************
 BM0595  DESIGNATION -  Z 1222
 BM0595  PID         -  BM0595
 BM0595  STATE/COUNTY-  TX/TRAVIS
 BM0595  USGS QUAD   -  AUSTIN WEST (1988)
 BM0595
 BM0595                         *CURRENT SURVEY CONTROL
 BM0595  ___________________________________________________________________
 BM0595* NAD 83(1986)-  30 16 47.     (N)    097 48 19.     (W)     SCALED    
 BM0595* NAVD 88     -       231.946  (meters)     760.98   (feet)  ADJUSTED  
 BM0595  ___________________________________________________________________
 BM0595  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BM0595  DYNAMIC HT  -         231.629 (meters)     759.94  (feet)  COMP
 BM0595  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 BM0595
 BM0595  VERT ORDER  -  FIRST     CLASS I
 BM0595
 BM0595.The horizontal coordinates were scaled from a topographic map and have
 BM0595.an estimated accuracy of +/- 6 seconds.
 BM0595
 BM0595.The orthometric height was determined by differential leveling
 BM0595.and adjusted by the National Geodetic Survey in June 1991..
 BM0595
 BM0595.The geoid height was determined by GEOID03.
 BM0595
 BM0595.The dynamic height is computed by dividing the NAVD 88
 BM0595.geopotential number by the normal gravity value computed on the
 BM0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0595.degrees latitude (g = 980.6199 gals.).
 BM0595
 BM0595.The modeled gravity was interpolated from observed gravity values.
 BM0595
 BM0595;                    North         East    Units  Estimated Accuracy
 BM0595;SPC TX C     - 3,070,730.      943,210.      MT  (+/- 180 meters Scaled)
 BM0595
 BM0595                          SUPERSEDED SURVEY CONTROL
 BM0595
 BM0595  NGVD 29 (??/??/92)  231.869  (m)          760.72   (f) ADJ UNCH    1 1
 BM0595
 BM0595.Superseded values are not recommended for survey control.
 BM0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0595.See file dsdata.txt to determine how the superseded data were derived.
 BM0595
 BM0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU149503(NAD 83)
 BM0595_MARKER: DB = BENCH MARK DISK
 BM0595_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0595_SP_SET: 6.0 FT
 BM0595_STAMPING: Z 1222 1973
 BM0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0595
 BM0595  HISTORY     - Date     Condition        Report By
 BM0595  HISTORY     - 1973     MONUMENTED       NGS
 BM0595  HISTORY     - 1983     GOOD             USPSQD
 BM0595  HISTORY     - 1984     GOOD             TXHD
 BM0595  HISTORY     - 19860618 MARK NOT FOUND   USGS
 BM0595  HISTORY     - 1990     GOOD             USPSQD
 BM0595  HISTORY     - 1990     GOOD             USPSQD
 BM0595  HISTORY     - 20010224 GOOD             USPSQD
 BM0595
 BM0595                          STATION DESCRIPTION
 BM0595
 BM0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0595'0.35 MI SE FROM WEST LAKE HILLS.
 BM0595'ABOUT 0.35 MILE SOUTHEAST ALONG RANCH ROAD 2244 (BEE CAVE ROAD) FROM
 BM0595'EANES ELEMENTARY SCHOOL AT WEST LAKE HILLS, 50 1/2 FEET SOUTHWEST OF
 BM0595'THE CENTER LINE OF RANCH ROAD 2244, 167 FEET SOUTHEAST OF THE CENTER
 BM0595'LINE OF WEST LAKE HIGH ROAD, SOUTHWEST OF AND ACROSS ROAD 2244 FROM
 BM0595'THE RYLANDERS SHOPPING CENTER, 72 FEET NORTHWEST OF THE CENTER LINE OF
 BM0595'A PRIVATE DRIVE, 78 FEET SOUTHEAST OF AN UNDERGROUND CABLE MARKER POST
 BM0595'(POST NO. 898), ABOUT LEVEL WITH THE ROAD AND IS A DISK ON TOP OF A
 BM0595'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A
 BM0595'6-INCH IRON PIPE WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO A
 BM0595'DEPTH OF 6.0 FEET WHERE IT REFUSED.  NOTE-- UNABLE TO REMOVE THE ROD
 BM0595'BY HAND.
 BM0595
 BM0595                          STATION RECOVERY (1983)
 BM0595
 BM0595'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0595'6-INCH PROTECTIVE IRON PIPE IS PAINTED ORANGE.
 BM0595
 BM0595                          STATION RECOVERY (1984)
 BM0595
 BM0595'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984
 BM0595'RECOVERED IN GOOD CONDITION.
 BM0595
 BM0595                          STATION RECOVERY (1986)
 BM0595
 BM0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0595'MARK NOT FOUND.
 BM0595
 BM0595                          STATION RECOVERY (1990)
 BM0595
 BM0595'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0595'RECOVERED IN GOOD CONDITION.
 BM0595
 BM0595                          STATION RECOVERY (1990)
 BM0595
 BM0595'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0595'RECOVERED IN GOOD CONDITION.
 BM0595
 BM0595                          STATION RECOVERY (2001)
 BM0595
 BM0595'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 BM0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1470 ***********************************************************************
 AX1470  DESIGNATION -  Z 1223
 AX1470  PID         -  AX1470
 AX1470  STATE/COUNTY-  TX/FAYETTE
 AX1470  USGS QUAD   -  WEST POINT (1981)
 AX1470
 AX1470                         *CURRENT SURVEY CONTROL
 AX1470  ___________________________________________________________________
 AX1470* NAD 83(1986)-  29 57 43.     (N)    097 05 31.     (W)     SCALED    
 AX1470* NAVD 88     -        89.322  (meters)     293.05   (feet)  ADJUSTED  
 AX1470  ___________________________________________________________________
 AX1470  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AX1470  DYNAMIC HT  -          89.201 (meters)     292.65  (feet)  COMP
 AX1470  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 AX1470
 AX1470  VERT ORDER  -  FIRST     CLASS I
 AX1470
 AX1470.The horizontal coordinates were scaled from a topographic map and have
 AX1470.an estimated accuracy of +/- 6 seconds.
 AX1470
 AX1470.The orthometric height was determined by differential leveling
 AX1470.and adjusted by the National Geodetic Survey in June 1991..
 AX1470
 AX1470.The geoid height was determined by GEOID03.
 AX1470
 AX1470.The dynamic height is computed by dividing the NAVD 88
 AX1470.geopotential number by the normal gravity value computed on the
 AX1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1470.degrees latitude (g = 980.6199 gals.).
 AX1470
 AX1470.The modeled gravity was interpolated from observed gravity values.
 AX1470
 AX1470;                    North         East    Units  Estimated Accuracy
 AX1470;SPC TXSC     - 4,237,410.      784,150.      MT  (+/- 180 meters Scaled)
 AX1470
 AX1470                          SUPERSEDED SURVEY CONTROL
 AX1470
 AX1470  NGVD 29 (??/??/92)   89.274  (m)          292.89   (f) ADJ UNCH    1 1
 AX1470
 AX1470.Superseded values are not recommended for survey control.
 AX1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1470.See file dsdata.txt to determine how the superseded data were derived.
 AX1470
 AX1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU841161(NAD 83)
 AX1470_MARKER: DB = BENCH MARK DISK
 AX1470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1470_SP_SET: ABUTMENT
 AX1470_STAMPING: Z 1223 1973
 AX1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1470
 AX1470  HISTORY     - Date     Condition        Report By
 AX1470  HISTORY     - 1973     MONUMENTED       NGS
 AX1470  HISTORY     - 1978     GOOD             NGS
 AX1470  HISTORY     - 19910608 GOOD             USPSQD
 AX1470  HISTORY     - 19970607 GOOD             USPSQD
 AX1470
 AX1470                          STATION DESCRIPTION
 AX1470
 AX1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1470'5.5 MI SE FROM SMITHVILLE.
 AX1470'0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT SMITHVILLE,
 AX1470'THENCE 5.25 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD,
 AX1470'AT STEEL TRUSS BRIDGE 974.5 OVER BARTONS CREEK, IN THE TOP AND 1.8
 AX1470'FEET NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 AX1470'ABUTMENT, 7.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT LEVEL
 AX1470'WITH THE TRACK.
 AX1470
 AX1470                          STATION RECOVERY (1978)
 AX1470
 AX1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1470'RECOVERED IN GOOD CONDITION.
 AX1470
 AX1470                          STATION RECOVERY (1991)
 AX1470
 AX1470'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AX1470'RECOVERED IN GOOD CONDITION.
 AX1470
 AX1470                          STATION RECOVERY (1997)
 AX1470
 AX1470'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0470 ***********************************************************************
 BM0470  DESIGNATION -  Z 1225
 BM0470  PID         -  BM0470
 BM0470  STATE/COUNTY-  TX/BASTROP
 BM0470  USGS QUAD   -  SMITHVILLE (1982)
 BM0470
 BM0470                         *CURRENT SURVEY CONTROL
 BM0470  ___________________________________________________________________
 BM0470* NAD 83(1986)-  30 00 22.     (N)    097 09 38.     (W)     SCALED    
 BM0470* NAVD 88     -        99.734  (meters)     327.21   (feet)  ADJUSTED  
 BM0470  ___________________________________________________________________
 BM0470  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BM0470  DYNAMIC HT  -          99.600 (meters)     326.77  (feet)  COMP
 BM0470  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 BM0470
 BM0470  VERT ORDER  -  FIRST     CLASS I
 BM0470
 BM0470.The horizontal coordinates were scaled from a topographic map and have
 BM0470.an estimated accuracy of +/- 6 seconds.
 BM0470
 BM0470.The orthometric height was determined by differential leveling
 BM0470.and adjusted by the National Geodetic Survey in June 1991..
 BM0470.WARNING-Repeat measurements at this control monument indicate possible
 BM0470.vertical movement.
 BM0470
 BM0470.The geoid height was determined by GEOID03.
 BM0470
 BM0470.The dynamic height is computed by dividing the NAVD 88
 BM0470.geopotential number by the normal gravity value computed on the
 BM0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0470.degrees latitude (g = 980.6199 gals.).
 BM0470
 BM0470.The modeled gravity was interpolated from observed gravity values.
 BM0470
 BM0470;                    North         East    Units  Estimated Accuracy
 BM0470;SPC TX C     - 3,042,000.    1,006,080.      MT  (+/- 180 meters Scaled)
 BM0470
 BM0470                          SUPERSEDED SURVEY CONTROL
 BM0470
 BM0470  NGVD 29 (??/??/92)   99.684  (m)          327.05   (f) ADJ UNCH    1 1
 BM0470
 BM0470.Superseded values are not recommended for survey control.
 BM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0470.See file dsdata.txt to determine how the superseded data were derived.
 BM0470
 BM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU774208(NAD 83)
 BM0470_MARKER: DB = BENCH MARK DISK
 BM0470_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0470_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0470_STAMPING: Z 1225 1973
 BM0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0470
 BM0470  HISTORY     - Date     Condition        Report By
 BM0470  HISTORY     - 1973     MONUMENTED       NGS
 BM0470  HISTORY     - 1978     GOOD             NGS
 BM0470
 BM0470                          STATION DESCRIPTION
 BM0470
 BM0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0470'IN SMITHVILLE.
 BM0470'AT SMITHVILLE, 0.25 SOUTH ALONG MAIN STREET FROM THE POST OFFICE, 66.0
 BM0470'FEET EAST OF THE EXTENDED CENTER LINE OF MAIN STREET AND A GRAVELED
 BM0470'ROAD, 71.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 30.5 FEET
 BM0470'SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 26.0 FEET NORTH OF A POWER
 BM0470'POLE WITH 2 GUY WIRES, 3.5 FEET WEST OF A 32-INCH COTTONWOOD TREE, 3.8
 BM0470'FEET EAST OF A 10-INCH TREE, 364.0 FEET SOUTH OF BENCH MARK Y 5, 0.6
 BM0470'FOOT SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE RAIL, A
 BM0470'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO REFUSAL AT A
 BM0470'DEPTH OF 33.0 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 BM0470'6-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BM0470
 BM0470                          STATION RECOVERY (1978)
 BM0470
 BM0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1087 ***********************************************************************
 AW1087  DESIGNATION -  Z 1226
 AW1087  PID         -  AW1087
 AW1087  STATE/COUNTY-  TX/HARRIS
 AW1087  USGS QUAD   -  LEAGUE CITY (1995)
 AW1087
 AW1087                         *CURRENT SURVEY CONTROL
 AW1087  ___________________________________________________________________
 AW1087* NAD 83(1986)-  29 33 20.     (N)    095 07 10.     (W)     SCALED    
 AW1087* NAVD 88     -         5.905  (meters)      19.37   (feet)  ADJUSTED  
 AW1087  ___________________________________________________________________
 AW1087  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1087  DYNAMIC HT  -           5.897 (meters)      19.35  (feet)  COMP
 AW1087  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 AW1087
 AW1087  VERT ORDER  -  FIRST     CLASS I
 AW1087
 AW1087.The horizontal coordinates were scaled from a topographic map and have
 AW1087.an estimated accuracy of +/- 6 seconds.
 AW1087
 AW1087.The orthometric height was determined by differential leveling
 AW1087.and adjusted by the National Geodetic Survey in June 1991..
 AW1087
 AW1087.The geoid height was determined by GEOID03.
 AW1087
 AW1087.The dynamic height is computed by dividing the NAVD 88
 AW1087.geopotential number by the normal gravity value computed on the
 AW1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1087.degrees latitude (g = 980.6199 gals.).
 AW1087
 AW1087.The modeled gravity was interpolated from observed gravity values.
 AW1087
 AW1087;                    North         East    Units  Estimated Accuracy
 AW1087;SPC TXSC     - 4,197,110.      975,960.      MT  (+/- 180 meters Scaled)
 AW1087
 AW1087                          SUPERSEDED SURVEY CONTROL
 AW1087
 AW1087  NGVD 29 (12/23/87)    5.902  (m)           19.36   (f) ADJUSTED    1 1
 AW1087
 AW1087.Superseded values are not recommended for survey control.
 AW1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1087.See file dsdata.txt to determine how the superseded data were derived.
 AW1087
 AW1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN946714(NAD 83)
 AW1087_MARKER: DB = BENCH MARK DISK
 AW1087_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1087+WITH SETTING: PAVEMENT
 AW1087_SP_SET: BASE OF SIGN
 AW1087_STAMPING: Z 1226 1976
 AW1087_MARK LOGO: NGS   
 AW1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1087+STABILITY: SURFACE MOTION
 AW1087
 AW1087  HISTORY     - Date     Condition        Report By
 AW1087  HISTORY     - 1976     MONUMENTED       NGS
 AW1087  HISTORY     - 1978     GOOD             NGS
 AW1087  HISTORY     - 1983     GOOD             NGS
 AW1087  HISTORY     - 1987     GOOD             NGS
 AW1087  HISTORY     - 1989     GOOD             USPSQD
 AW1087  HISTORY     - 1989     GOOD             USPSQD
 AW1087  HISTORY     - 1989     GOOD             USPSQD
 AW1087  HISTORY     - 1989     GOOD             USPSQD
 AW1087  HISTORY     - 1989     GOOD             USPSQD
 AW1087  HISTORY     - 19900218 GOOD             USPSQD
 AW1087  HISTORY     - 19931122 GOOD             USPSQD
 AW1087  HISTORY     - 19961203 MARK NOT FOUND   NGS
 AW1087  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1087  HISTORY     - 20031105 MARK NOT FOUND   USPSQD
 AW1087
 AW1087                          STATION DESCRIPTION
 AW1087
 AW1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1087'1.65 MI NW FROM WEBSTER.
 AW1087'1 MI NW ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF NASA 1 AT WEBSTER,
 AW1087'THENCE 0.65 MILE NE ALONG BAY AREA BLVD, ABOUT 75 YARDS NE OF THE NE
 AW1087'CURB OF EL CAMINO REAL BLVD, SET IN THE TOP AND IN THE SW CORNER OF
 AW1087'A 5-FT BY 16-FT CONCRETE FOUNDATION BEARING A SIGN SAYING INFORMATION
 AW1087'CENTER FRIENDSWOOD DEVELOPMENT COMPANY, 18.8 FEET SE OF THE CURB OF
 AW1087'THE NE BOUND LANES OF BAY AREA BLVD.
 AW1087
 AW1087                          STATION RECOVERY (1978)
 AW1087
 AW1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1087'RECOVERED IN GOOD CONDITION.
 AW1087
 AW1087                          STATION RECOVERY (1983)
 AW1087
 AW1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1087'RECOVERED IN GOOD CONDITION.  NOTE, THE SIGN NOW READS JOHNSTON MCCOWN
 AW1087'REALTORS.
 AW1087
 AW1087                          STATION RECOVERY (1987)
 AW1087
 AW1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1087'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE SIGN
 AW1087'MENTIONED IN THE ORIGINAL DESCRIPTION NOW READS (JOE DAVIS REALTORS,
 AW1087'EXPRESS WORLD TRAVEL, BAY AREA PERSONNELL AND TEMPORARIES 1000 BAY
 AW1087'AREA BOULEVARD).
 AW1087
 AW1087                          STATION RECOVERY (1989)
 AW1087
 AW1087'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1087'RECOVERED IN GOOD CONDITION.
 AW1087
 AW1087                          STATION RECOVERY (1989)
 AW1087
 AW1087'RECOVERY NOTE BY US POWER SQUADRON 1989 (STG)
 AW1087'RECOVERED IN GOOD CONDITION.
 AW1087
 AW1087                          STATION RECOVERY (1989)
 AW1087
 AW1087'RECOVERY NOTE BY US POWER SQUADRON 1989 (SWG)
 AW1087'RECOVERED IN GOOD CONDITION.
 AW1087
 AW1087                          STATION RECOVERY (1989)
 AW1087
 AW1087'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1087'RECOVERED IN GOOD CONDITION.
 AW1087
 AW1087                          STATION RECOVERY (1989)
 AW1087
 AW1087'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1087'RECOVERED IN GOOD CONDITION.
 AW1087
 AW1087                          STATION RECOVERY (1990)
 AW1087
 AW1087'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1087'RECOVERED IN GOOD CONDITION.
 AW1087
 AW1087                          STATION RECOVERY (1993)
 AW1087
 AW1087'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1087'RECOVERED IN GOOD CONDITION.
 AW1087
 AW1087                          STATION RECOVERY (1996)
 AW1087
 AW1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1087'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AW1087
 AW1087                          STATION RECOVERY (2000)
 AW1087
 AW1087'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1087'MARK NOT FOUND.
 AW1087
 AW1087                          STATION RECOVERY (2003)
 AW1087
 AW1087'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0323 ***********************************************************************
 EM0323  DESIGNATION -  Z 123
 EM0323  PID         -  EM0323
 EM0323  STATE/COUNTY-  TX/WILBARGER
 EM0323  USGS QUAD   -  ODELL (1985)
 EM0323
 EM0323                         *CURRENT SURVEY CONTROL
 EM0323  ___________________________________________________________________
 EM0323* NAD 83(1986)-  34 20 24.     (N)    099 24 56.     (W)     SCALED    
 EM0323* NAVD 88     -       413.920  (meters)    1358.00   (feet)  ADJUSTED  
 EM0323  ___________________________________________________________________
 EM0323  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EM0323  DYNAMIC HT  -         413.459 (meters)    1356.49  (feet)  COMP
 EM0323  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 EM0323
 EM0323  VERT ORDER  -  SECOND    CLASS 0
 EM0323
 EM0323.The horizontal coordinates were scaled from a topographic map and have
 EM0323.an estimated accuracy of +/- 6 seconds.
 EM0323
 EM0323.The orthometric height was determined by differential leveling
 EM0323.and adjusted by the National Geodetic Survey in June 1991..
 EM0323
 EM0323.The geoid height was determined by GEOID03.
 EM0323
 EM0323.The dynamic height is computed by dividing the NAVD 88
 EM0323.geopotential number by the normal gravity value computed on the
 EM0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0323.degrees latitude (g = 980.6199 gals.).
 EM0323
 EM0323.The modeled gravity was interpolated from observed gravity values.
 EM0323
 EM0323;                    North         East    Units  Estimated Accuracy
 EM0323;SPC TXNC     - 2,296,840.      515,750.      MT  (+/- 180 meters Scaled)
 EM0323
 EM0323                          SUPERSEDED SURVEY CONTROL
 EM0323
 EM0323  NGVD 29 (??/??/92)  413.772  (m)         1357.52   (f) ADJ UNCH    2 0
 EM0323
 EM0323.Superseded values are not recommended for survey control.
 EM0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0323.See file dsdata.txt to determine how the superseded data were derived.
 EM0323
 EM0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC617999(NAD 83)
 EM0323_MARKER: DB = BENCH MARK DISK
 EM0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0323_STAMPING: Z 123 1961
 EM0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0323+STABILITY: SURFACE MOTION
 EM0323
 EM0323  HISTORY     - Date     Condition        Report By
 EM0323  HISTORY     - 1961     MONUMENTED       CGS
 EM0323  HISTORY     - 1984     GOOD             NGS
 EM0323
 EM0323                          STATION DESCRIPTION
 EM0323
 EM0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0323'0.4 MI S FROM ODELL.
 EM0323'0.4 MILE WEST AND SOUTH ALONG FARM ROAD 91 FROM THE POST OFFICE AT
 EM0323'ODELL, 0.15 MILE SOUTH OF THE SCHOOL AT ODELL, 27.5 FEET WEST OF THE
 EM0323'CENTER OF THE HIGHWAY, 9.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EM0323'THE LONE STAR GAS COMPANY PUMP HOUSE, 1.2 FEET EAST OF THE WITNESS
 EM0323'POST, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH.
 EM0323
 EM0323                          STATION RECOVERY (1984)
 EM0323
 EM0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0682 ***********************************************************************
 AN0682  DESIGNATION -  Z 123
 AN0682  PID         -  AN0682
 AN0682  STATE/COUNTY-  TX/VICTORIA
 AN0682  USGS QUAD   -  PLACEDO (1995)
 AN0682
 AN0682                         *CURRENT SURVEY CONTROL
 AN0682  ___________________________________________________________________
 AN0682* NAD 83(1986)-  28 42 12.     (N)    096 50 52.     (W)     SCALED    
 AN0682* NAVD 88     -        17.82   (+/-2cm)      58.5    (feet)  VERTCON   
 AN0682  ___________________________________________________________________
 AN0682  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0682
 AN0682  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0682
 AN0682.The horizontal coordinates were scaled from a topographic map and have
 AN0682.an estimated accuracy of +/- 6 seconds.
 AN0682
 AN0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0682.The vertical order pertains to the NGVD 29 superseded value.
 AN0682
 AN0682.The geoid height was determined by GEOID03.
 AN0682
 AN0682;                    North         East    Units  Estimated Accuracy
 AN0682;SPC TXSC     - 4,098,360.      810,280.      MT  (+/- 180 meters Scaled)
 AN0682
 AN0682                          SUPERSEDED SURVEY CONTROL
 AN0682
 AN0682  NGVD 29 (??/??/92)   17.940  (m)           58.86   (f) ADJ UNCH    1 2
 AN0682
 AN0682.Superseded values are not recommended for survey control.
 AN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0682.See file dsdata.txt to determine how the superseded data were derived.
 AN0682
 AN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS102770(NAD 83)
 AN0682_MARKER: DB = BENCH MARK DISK
 AN0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0682_SP_SET: CULVERT
 AN0682_STAMPING: Z-123 1933
 AN0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0682
 AN0682  HISTORY     - Date     Condition        Report By
 AN0682  HISTORY     - 1933     MONUMENTED       CGS
 AN0682
 AN0682                          STATION DESCRIPTION
 AN0682
 AN0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN0682'1.5 MI NW FROM PLACEDO.
 AN0682'ALONG THE TEXAS AND NEW ORLEANS R.R. 2.0 MILES SOUTHEAST OF DACOSTA
 AN0682'AND 10 POLES SOUTH OF M.P. 16 IN THE NORTH END OF THE EAST HEADWALL OF
 AN0682'10 X 10 FT. CONCRETE BOX HIGHWAY CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0683 ***********************************************************************
 AN0683  DESIGNATION -  Z 123 RESET 1959
 AN0683  PID         -  AN0683
 AN0683  STATE/COUNTY-  TX/VICTORIA
 AN0683  USGS QUAD   -  PLACEDO (1995)
 AN0683
 AN0683                         *CURRENT SURVEY CONTROL
 AN0683  ___________________________________________________________________
 AN0683* NAD 83(1986)-  28 42 12.     (N)    096 50 52.     (W)     SCALED    
 AN0683* NAVD 88     -        16.83   (+/-2cm)      55.2    (feet)  VERTCON   
 AN0683  ___________________________________________________________________
 AN0683  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0683
 AN0683  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0683
 AN0683.The horizontal coordinates were scaled from a topographic map and have
 AN0683.an estimated accuracy of +/- 6 seconds.
 AN0683
 AN0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0683.The vertical order pertains to the NGVD 29 superseded value.
 AN0683
 AN0683.The geoid height was determined by GEOID03.
 AN0683
 AN0683;                    North         East    Units  Estimated Accuracy
 AN0683;SPC TXSC     - 4,098,360.      810,280.      MT  (+/- 180 meters Scaled)
 AN0683
 AN0683                          SUPERSEDED SURVEY CONTROL
 AN0683
 AN0683  NGVD 29 (??/??/92)   16.950  (m)           55.61   (f) ADJ UNCH    1 1
 AN0683
 AN0683.Superseded values are not recommended for survey control.
 AN0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0683.See file dsdata.txt to determine how the superseded data were derived.
 AN0683
 AN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS102770(NAD 83)
 AN0683_MARKER: DB = BENCH MARK DISK
 AN0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0683_STAMPING: Z 123 RESET 1959
 AN0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0683+STABILITY: SURFACE MOTION
 AN0683
 AN0683  HISTORY     - Date     Condition        Report By
 AN0683  HISTORY     - 1959     MONUMENTED       CGS
 AN0683  HISTORY     - 1972     GOOD             NGS
 AN0683
 AN0683                          STATION DESCRIPTION
 AN0683
 AN0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0683'1.45 MI NW FROM PLACEDO.
 AN0683'ABOUT 1.45 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE CROSSING OF
 AN0683'THE MISSOURI PACIFIC RAILROAD AT PLACEDO, 0.25 MILE NORTHWEST OF THE
 AN0683'PLACEDO BRETHREN CHURCH, 105 YARDS NORTH AND ACROSS THE HIGHWAY FROM
 AN0683'THE NORTH CORNER OF A HOUSTON PIPELINE COMPANY, 75 FEET NORTHEAST OF
 AN0683'THE CENTER LINE OF THE HIGHWAY, 232 FEET SOUTHEAST OF THE SOUTHEAST
 AN0683'END OF A 3-CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY, 47 FEET
 AN0683'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 3
 AN0683'1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.9 FEET NORTHWEST OF AN
 AN0683'UNDERGROUND TELEPHONE CABLE MARKER, ABOUT 3 FEET BELOW THE LEVEL OF
 AN0683'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 AN0683'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0733 ***********************************************************************
 CD0733  DESIGNATION -  Z 1235
 CD0733  PID         -  CD0733
 CD0733  STATE/COUNTY-  TX/CULBERSON
 CD0733  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0733
 CD0733                         *CURRENT SURVEY CONTROL
 CD0733  ___________________________________________________________________
 CD0733* NAD 83(1986)-  31 49 10.     (N)    104 49 42.     (W)     SCALED    
 CD0733* NAVD 88     -      1352.119  (meters)    4436.08   (feet)  ADJUSTED  
 CD0733  ___________________________________________________________________
 CD0733  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 CD0733  DYNAMIC HT  -        1350.054 (meters)    4429.30  (feet)  COMP
 CD0733  MODELED GRAV-     979,065.2   (mgal)                       NAVD 88
 CD0733
 CD0733  VERT ORDER  -  FIRST     CLASS I
 CD0733
 CD0733.The horizontal coordinates were scaled from a topographic map and have
 CD0733.an estimated accuracy of +/- 6 seconds.
 CD0733
 CD0733.The orthometric height was determined by differential leveling
 CD0733.and adjusted by the National Geodetic Survey in June 1991..
 CD0733
 CD0733.The geoid height was determined by GEOID03.
 CD0733
 CD0733.The dynamic height is computed by dividing the NAVD 88
 CD0733.geopotential number by the normal gravity value computed on the
 CD0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0733.degrees latitude (g = 980.6199 gals.).
 CD0733
 CD0733.The modeled gravity was interpolated from observed gravity values.
 CD0733
 CD0733;                    North         East    Units  Estimated Accuracy
 CD0733;SPC TX C     - 3,247,250.      274,550.      MT  (+/- 180 meters Scaled)
 CD0733
 CD0733                          SUPERSEDED SURVEY CONTROL
 CD0733
 CD0733  NGVD 29 (??/??/92) 1351.546  (m)         4434.20   (f) ADJ UNCH    1 1
 CD0733
 CD0733.Superseded values are not recommended for survey control.
 CD0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0733.See file dsdata.txt to determine how the superseded data were derived.
 CD0733
 CD0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER162204(NAD 83)
 CD0733_MARKER: DB = BENCH MARK DISK
 CD0733_SETTING: 66 = SET IN ROCK OUTCROP
 CD0733_SP_SET: OUTCROP
 CD0733_STAMPING: Z 1235 1977
 CD0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0733+STABILITY: POSITION/ELEVATION WELL
 CD0733
 CD0733  HISTORY     - Date     Condition        Report By
 CD0733  HISTORY     - 1977     MONUMENTED       NGS
 CD0733
 CD0733                          STATION DESCRIPTION
 CD0733
 CD0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0733'7.25 MI SW FROM PINE SPRINGS.
 CD0733'7.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0733'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, SET IN TOP
 CD0733'OF A ROCK OUTCROP AT THE NORTHWEST END OF A ROCK CUT,
 CD0733'37.5 FT. NORTHEAST OF THE CENTER LINE OF THE EAST BOUND
 CD0733'LANES OF THE HIGHWAY, 88 FT. SOUTHEAST FROM THE CENTER OF THE
 CD0733'SOUTHEAST ONE OF TWO, 48-INCH CORRUGATED, STEEL PIPE CULVERTS
 CD0733'BELOW THE HIGHWAY, 25.5 FT. SOUTHWEST OF THE BOUNDARY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0118 ***********************************************************************
 AW0118  DESIGNATION -  Z 1237
 AW0118  PID         -  AW0118
 AW0118  STATE/COUNTY-  TX/BRAZORIA
 AW0118  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW0118
 AW0118                         *CURRENT SURVEY CONTROL
 AW0118  ___________________________________________________________________
 AW0118* NAD 83(1986)-  29 04 17.     (N)    095 07 42.     (W)     SCALED    
 AW0118* NAVD 88     -         1.12   (+/-2cm)       3.7    (feet)  VERTCON   
 AW0118  ___________________________________________________________________
 AW0118  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AW0118
 AW0118  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0118
 AW0118.The horizontal coordinates were scaled from a topographic map and have
 AW0118.an estimated accuracy of +/- 6 seconds.
 AW0118
 AW0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0118.The vertical order pertains to the NGVD 29 superseded value.
 AW0118
 AW0118.The geoid height was determined by GEOID03.
 AW0118
 AW0118;                    North         East    Units  Estimated Accuracy
 AW0118;SPC TXSC     - 4,143,450.      976,880.      MT  (+/- 180 meters Scaled)
 AW0118
 AW0118                          SUPERSEDED SURVEY CONTROL
 AW0118
 AW0118  NGVD 29 (??/??/92)    1.122  (m)            3.68   (f) ADJ UNCH    1 1
 AW0118
 AW0118.Superseded values are not recommended for survey control.
 AW0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0118.See file dsdata.txt to determine how the superseded data were derived.
 AW0118
 AW0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN928177(NAD 83)
 AW0118_MARKER: DB = BENCH MARK DISK
 AW0118_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0118_SP_SET: STAINLESS STEEL ROD
 AW0118_STAMPING: Z 1237 1978
 AW0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0118+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AW0118
 AW0118  HISTORY     - Date     Condition        Report By
 AW0118  HISTORY     - 1978     MONUMENTED       NGS
 AW0118  HISTORY     - 1988     GOOD             USPSQD
 AW0118  HISTORY     - 1988     GOOD             USPSQD
 AW0118  HISTORY     - 1989     GOOD             USPSQD
 AW0118  HISTORY     - 1989     GOOD             USPSQD
 AW0118  HISTORY     - 1990     GOOD             USPSQD
 AW0118  HISTORY     - 19910518 GOOD             USPSQD
 AW0118  HISTORY     - 19960420 GOOD             USPSQD
 AW0118  HISTORY     - 20040209 GOOD             USPSQD
 AW0118  HISTORY     - 20050215 GOOD             USPSQD
 AW0118
 AW0118                          STATION DESCRIPTION
 AW0118
 AW0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0118'13.4 MI NE FROM SURFSIDE.
 AW0118'13.4 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION WITH
 AW0118'HIGHWAY 332 IN SURFSIDE, ALSO 0.5 MILE SOUTHWEST ALONG COUNTY ROAD
 AW0118'257 FROM THE SOUTHWEST END OF THE SAN LUIS PASS BRIDGE, 79 FT. EAST
 AW0118'OF THE CENTERLINE OF THE HIGHWAY, 35 FT. SOUTH OF THE CENTERLINE OF
 AW0118'A SHELL ROAD LEADING EAST TO A SUBDIVISION, 39 FT. SOUTH OF A 24
 AW0118'INCH PALM TREE, 7 FT. SOUTH OF A POWER LINE POLE NO P 30.
 AW0118
 AW0118                          STATION RECOVERY (1988)
 AW0118
 AW0118'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0118'RECOVERED IN GOOD CONDITION.
 AW0118
 AW0118                          STATION RECOVERY (1988)
 AW0118
 AW0118'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0118'RECOVERED IN GOOD CONDITION.
 AW0118
 AW0118                          STATION RECOVERY (1989)
 AW0118
 AW0118'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0118'RECOVERED IN GOOD CONDITION.
 AW0118
 AW0118                          STATION RECOVERY (1989)
 AW0118
 AW0118'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0118'RECOVERED IN GOOD CONDITION.
 AW0118
 AW0118                          STATION RECOVERY (1990)
 AW0118
 AW0118'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0118'RECOVERED IN GOOD CONDITION.
 AW0118
 AW0118                          STATION RECOVERY (1991)
 AW0118
 AW0118'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0118'RECOVERED IN GOOD CONDITION.
 AW0118
 AW0118                          STATION RECOVERY (1996)
 AW0118
 AW0118'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0118'RECOVERED IN GOOD CONDITION.
 AW0118
 AW0118                          STATION RECOVERY (2004)
 AW0118
 AW0118'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0118'GO TO N 29 04 18.7  W 095 04 18.7
 AW0118'DEGREES MINUTES AND SECONDS.
 AW0118
 AW0118                          STATION RECOVERY (2005)
 AW0118
 AW0118'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1678 ***********************************************************************
 AN1678  DESIGNATION -  Z 124
 AN1678  PID         -  AN1678
 AN1678  STATE/COUNTY-  TX/KARNES
 AN1678  USGS QUAD   -  RUNGE (1987)
 AN1678
 AN1678                         *CURRENT SURVEY CONTROL
 AN1678  ___________________________________________________________________
 AN1678* NAD 83(1986)-  28 52 53.     (N)    097 42 46.     (W)     SCALED    
 AN1678* NAVD 88     -        92.96   (+/-2cm)     305.0    (feet)  VERTCON   
 AN1678  ___________________________________________________________________
 AN1678  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN1678
 AN1678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1678
 AN1678.The horizontal coordinates were scaled from a topographic map and have
 AN1678.an estimated accuracy of +/- 6 seconds.
 AN1678
 AN1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1678.The vertical order pertains to the NGVD 29 superseded value.
 AN1678
 AN1678.The geoid height was determined by GEOID03.
 AN1678
 AN1678;                    North         East    Units  Estimated Accuracy
 AN1678;SPC TXSC     - 4,116,840.      725,550.      MT  (+/- 180 meters Scaled)
 AN1678
 AN1678                          SUPERSEDED SURVEY CONTROL
 AN1678
 AN1678  NGVD 29 (??/??/92)   92.952  (m)          304.96   (f) ADJ UNCH    2 0
 AN1678
 AN1678.Superseded values are not recommended for survey control.
 AN1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1678.See file dsdata.txt to determine how the superseded data were derived.
 AN1678
 AN1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS255955(NAD 83)
 AN1678_MARKER: DB = BENCH MARK DISK
 AN1678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1678_SP_SET: CONCRETE BASE
 AN1678_STAMPING: Z 124 1933
 AN1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1678
 AN1678  HISTORY     - Date     Condition        Report By
 AN1678  HISTORY     - 1933     MONUMENTED       CGS
 AN1678
 AN1678                          STATION DESCRIPTION
 AN1678
 AN1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1678'IN RUNGE.
 AN1678'AT RUNGE, KARNES COUNTY, TWO BLOCKS SOUTHEAST OF THE FIRST STATE BANK
 AN1678'BUILDING, 73 YARDS SOUTHWEST OF THE CENTER LINE OF A PAVED COUNTY ROAD
 AN1678'LEADING SOUTHEAST TO CHARCO, AT THE CITY WATER TOWER, IN THE TOP OF
 AN1678'THE CONCRETE BASE OF THE WEST LEG, AND 0.4 FOOT SOUTHEAST OF THE
 AN1678'NORTHWEST CORNER OF THE BASE.  A STANDARD DISK, STAMPED Z 124 1933.
 AN1678'NOTE-- USGS REPORT 1952--SHOULD READ 30 FEET SOUTH OF OLD 40 HWY. AND
 AN1678'25 FEET EAST OF THE ENTRANCE TO GARAGE.  DISTURBED THE POST IS BROKEN
 AN1678'AND APPEARS TO BE HELD IN PLACE ONLY BY THE REINFORCING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0557 ***********************************************************************
 AW0557  DESIGNATION -  Z 1240
 AW0557  PID         -  AW0557
 AW0557  STATE/COUNTY-  TX/BRAZORIA
 AW0557  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0557
 AW0557                         *CURRENT SURVEY CONTROL
 AW0557  ___________________________________________________________________
 AW0557* NAD 83(1986)-  29 14 03.     (N)    095 11 02.     (W)     SCALED    
 AW0557* NAVD 88     -         4.10   (+/-2cm)      13.5    (feet)  VERTCON   
 AW0557  ___________________________________________________________________
 AW0557  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW0557
 AW0557  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0557
 AW0557.The horizontal coordinates were scaled from a topographic map and have
 AW0557.an estimated accuracy of +/- 6 seconds.
 AW0557
 AW0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0557.The vertical order pertains to the NGVD 29 superseded value.
 AW0557
 AW0557.The geoid height was determined by GEOID03.
 AW0557
 AW0557;                    North         East    Units  Estimated Accuracy
 AW0557;SPC TXSC     - 4,161,300.      970,880.      MT  (+/- 180 meters Scaled)
 AW0557
 AW0557                          SUPERSEDED SURVEY CONTROL
 AW0557
 AW0557  NGVD 29 (??/??/92)    4.101  (m)           13.45   (f) ADJ UNCH    1 1
 AW0557
 AW0557.Superseded values are not recommended for survey control.
 AW0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0557.See file dsdata.txt to determine how the superseded data were derived.
 AW0557
 AW0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN877359(NAD 83)
 AW0557_MARKER: DB = BENCH MARK DISK
 AW0557_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0557_SP_SET: GALVANIZED STEEL ROD
 AW0557_STAMPING: Z 1240 1978
 AW0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0557
 AW0557  HISTORY     - Date     Condition        Report By
 AW0557  HISTORY     - 1978     MONUMENTED       NGS
 AW0557
 AW0557                          STATION DESCRIPTION
 AW0557
 AW0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0557'10.45 MI SE FROM LIVERPOOL.
 AW0557'0.05 MILE SOUTHEAST ALONG MAIN STREET FROM ITS JUNCTION WITH THE
 AW0557'MISSOURI AND PACIFIC RAILROAD TRACKS AT LIVERPOOL, THENCE 1.25
 AW0557'MILES NORTHEAST ALONG COUNTY ROAD 171 TO ITS JUNCTION WITH COUNTY
 AW0557'ROAD 197, THENCE 2.6 MILES SOUTHEAST ALONG COUNTY ROAD 197 TO ITS
 AW0557'JUNCTION WITH FARM ROAD 2917, THENCE 4.95 MILES SOUTHEAST ALONG
 AW0557'FARM ROAD 2917 TO ITS JUNCTION WITH FARM ROAD 2004, THENCE 1.6
 AW0557'MILES SOUTHWEST ALONG FARM ROAD 2004, 108.3 FT SOUTHEAST OF THE
 AW0557'CENTER LINE OF THE ROAD, 3.0 FT SOUTH OF A POWER POLE, 1.4 FT NORTHWES
 AW0557'OF A FENCE, THE DISK IS 0.2 FT BELOW THE LEVEL OF THE GROUND, ACCESS
 AW0557'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1642 ***********************************************************************
 AW1642  DESIGNATION -  Z 1241
 AW1642  PID         -  AW1642
 AW1642  STATE/COUNTY-  TX/GALVESTON
 AW1642  USGS QUAD   -  GALVESTON (1994)
 AW1642
 AW1642                         *CURRENT SURVEY CONTROL
 AW1642  ___________________________________________________________________
 AW1642* NAD 83(1986)-  29 22 09.     (N)    094 49 25.     (W)     SCALED    
 AW1642* NAVD 88     -         1.69   (+/-2cm)       5.5    (feet)  VERTCON   
 AW1642  ___________________________________________________________________
 AW1642  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW1642
 AW1642  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1642
 AW1642.The horizontal coordinates were scaled from a topographic map and have
 AW1642.an estimated accuracy of +/- 6 seconds.
 AW1642
 AW1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1642.The vertical order pertains to the NGVD 29 superseded value.
 AW1642
 AW1642.The geoid height was determined by GEOID03.
 AW1642
 AW1642;                    North         East    Units  Estimated Accuracy
 AW1642;SPC TXSC     - 4,177,450.    1,005,350.      MT  (+/- 180 meters Scaled)
 AW1642
 AW1642                          SUPERSEDED SURVEY CONTROL
 AW1642
 AW1642  NGVD 29 (??/??/92)    1.684  (m)            5.52   (f) ADJ UNCH    1 2
 AW1642
 AW1642.Superseded values are not recommended for survey control.
 AW1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1642.See file dsdata.txt to determine how the superseded data were derived.
 AW1642
 AW1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN230502(NAD 83)
 AW1642_MARKER: DB = BENCH MARK DISK
 AW1642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1642_SP_SET: GRANITE BOULDER
 AW1642_STAMPING: Z 1241 1978
 AW1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1642+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 AW1642
 AW1642  HISTORY     - Date     Condition        Report By
 AW1642  HISTORY     - 1978     MONUMENTED       NGS
 AW1642  HISTORY     - 1987     GOOD             USPSQD
 AW1642  HISTORY     - 1989     GOOD             USPSQD
 AW1642  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1642  HISTORY     - 19940530 GOOD             USPSQD
 AW1642  HISTORY     - 20020310 GOOD             USPSQD
 AW1642  HISTORY     - 20041020 GOOD             USPSQD
 AW1642
 AW1642                          STATION DESCRIPTION
 AW1642
 AW1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1642'5.5 MI EAST FROM TEXAS CITY.
 AW1642'ABOUT 0.3 MILE NORTH ALONG LOOP 197 (6TH STREET NORTH) FROM THE POST
 AW1642'OFFICE AT TEXAS CITY, THENCE 0.5 MILE EAST ALONG EIGHTH  AVENUE NORTH,
 AW1642'THENCE 4.7 MILES EAST ALONG TEXAS CITY DIKE.  ABOUT 0.5 MILE WEST OF
 AW1642'DIKE POST AND MARINA, SET IN THE TOP OF A 3X4 GRANITE BOULDER.
 AW1642'84.4 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM AN UNDERGROUND
 AW1642'TELEPHONE CABLE MARKER POST 289,
 AW1642'58.8 FEET SOUTH AND ACROSS THE ROAD FROM A POWER POLE WITH WITNESS
 AW1642'SIGN, 39 FEET SOUTH OF THE CENTERLINE OF ROAD, AND
 AW1642'2.5 FEET NORTH OF A SQUARE 3.5 X 4 BOULDER IN RIP-RAP ON THE SOUTH
 AW1642'SIDE OF THE DIKE.
 AW1642'NOTE=THIS MARK WAS SET IN THE SAME HOLE WHERE DESTROYED
 AW1642'BENCH MARK F 1187 WAS.
 AW1642
 AW1642                          STATION RECOVERY (1987)
 AW1642
 AW1642'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1642'RECOVERED IN GOOD CONDITION.
 AW1642
 AW1642                          STATION RECOVERY (1989)
 AW1642
 AW1642'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1642'RECOVERED IN GOOD CONDITION.
 AW1642
 AW1642                          STATION RECOVERY (1994)
 AW1642
 AW1642'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1642'MARK NOT FOUND.
 AW1642
 AW1642                          STATION RECOVERY (1994)
 AW1642
 AW1642'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1642'RECOVERED IN GOOD CONDITION.
 AW1642
 AW1642                          STATION RECOVERY (2002)
 AW1642
 AW1642'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1642'RECOVERED IN GOOD CONDITION.
 AW1642
 AW1642                          STATION RECOVERY (2004)
 AW1642
 AW1642'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1447 ***********************************************************************
 AW1447  DESIGNATION -  Z 1242
 AW1447  PID         -  AW1447
 AW1447  STATE/COUNTY-  TX/CHAMBERS
 AW1447  USGS QUAD   -  OAK ISLAND (1994)
 AW1447
 AW1447                         *CURRENT SURVEY CONTROL
 AW1447  ___________________________________________________________________
 AW1447* NAD 83(1986)-  29 41 05.     (N)    094 37 32.     (W)     SCALED    
 AW1447* NAVD 88     -         3.05   (+/-2cm)      10.0    (feet)  VERTCON   
 AW1447  ___________________________________________________________________
 AW1447  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1447  OBS GRAVITY -     979,284.5   (mgal)                       GRAV_OBS
 AW1447
 AW1447  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1447
 AW1447.The horizontal coordinates were scaled from a topographic map and have
 AW1447.an estimated accuracy of +/- 6 seconds.
 AW1447
 AW1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1447.The vertical order pertains to the NGVD 29 superseded value.
 AW1447
 AW1447.The geoid height was determined by GEOID03.
 AW1447.The observed gravity was obtained from relative gravimeter ties
 AW1447.to the IGSN71 gravity network.
 AW1447
 AW1447;                    North         East    Units  Estimated Accuracy
 AW1447;SPC TXSC     - 4,213,100.    1,023,250.      MT  (+/- 180 meters Scaled)
 AW1447
 AW1447                          SUPERSEDED SURVEY CONTROL
 AW1447
 AW1447  NGVD 29 (??/??/92)    3.047  (m)           10.00   (f) ADJ UNCH    1 2
 AW1447
 AW1447.Superseded values are not recommended for survey control.
 AW1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1447.See file dsdata.txt to determine how the superseded data were derived.
 AW1447
 AW1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN427849(NAD 83)
 AW1447_MARKER: DB = BENCH MARK DISK
 AW1447_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1447_SP_SET: GALVANIZED STEEL ROD
 AW1447_STAMPING: Z 1242 1978
 AW1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1447+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 AW1447
 AW1447  HISTORY     - Date     Condition        Report By
 AW1447  HISTORY     - 1978     MONUMENTED       NGS
 AW1447  HISTORY     - 1990     GOOD             USPSQD
 AW1447  HISTORY     - 19960923 GOOD             USPSQD
 AW1447  HISTORY     - 20010331 GOOD             NGS
 AW1447  HISTORY     - 20040310 GOOD             USPSQD
 AW1447  HISTORY     - 20050315 GOOD             USPSQD
 AW1447
 AW1447                          STATION DESCRIPTION
 AW1447
 AW1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1447'10.0 MI SE FROM ANAHUAC.
 AW1447'ABOUT 6.8 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION OF
 AW1447'STATE HIGHWAY 61 AT ANAHUAC, THENCE 3.2 MILES EAST ALONG A PAVED
 AW1447'ROAD, ABOUT 0.75 MILE EAST OF THE NEW DOUBLE BAYOU SCHOOL, 60 FEET
 AW1447'SOUTHEAST OF THE CENTERLINE OF PAVED ROAD(EAGLE ROAD), 48 FEET
 AW1447'NORTHWEST OF THE CENTERLINE OF FARM ROAD 562, AND 2 FEET SOUTH
 AW1447'OF A POWER POLE.
 AW1447
 AW1447                          STATION RECOVERY (1990)
 AW1447
 AW1447'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1447'RECOVERED IN GOOD CONDITION.
 AW1447
 AW1447                          STATION RECOVERY (1996)
 AW1447
 AW1447'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1447'RECOVERED IN GOOD CONDITION.
 AW1447
 AW1447                          STATION RECOVERY (2001)
 AW1447
 AW1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1447'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1447
 AW1447                          STATION RECOVERY (2004)
 AW1447
 AW1447'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1447'GO TO N29 41 05.4 W094 37 30.7
 AW1447
 AW1447                          STATION RECOVERY (2005)
 AW1447
 AW1447'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1269 ***********************************************************************
 AW1269  DESIGNATION -  Z 1243
 AW1269  PID         -  AW1269
 AW1269  STATE/COUNTY-  TX/HARRIS
 AW1269  USGS QUAD   -  LA PORTE (1982)
 AW1269
 AW1269                         *CURRENT SURVEY CONTROL
 AW1269  ___________________________________________________________________
 AW1269* NAD 83(1986)-  29 39 49.     (N)    095 07 22.     (W)     SCALED    
 AW1269* NAVD 88     -         8.804  (meters)      28.88   (feet)  ADJUSTED  
 AW1269  ___________________________________________________________________
 AW1269  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1269  DYNAMIC HT  -           8.792 (meters)      28.85  (feet)  COMP
 AW1269  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 AW1269
 AW1269  VERT ORDER  -  FIRST     CLASS II
 AW1269
 AW1269.The horizontal coordinates were scaled from a topographic map and have
 AW1269.an estimated accuracy of +/- 6 seconds.
 AW1269
 AW1269.The orthometric height was determined by differential leveling
 AW1269.and adjusted by the National Geodetic Survey in June 1991..
 AW1269
 AW1269.The geoid height was determined by GEOID03.
 AW1269
 AW1269.The dynamic height is computed by dividing the NAVD 88
 AW1269.geopotential number by the normal gravity value computed on the
 AW1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1269.degrees latitude (g = 980.6199 gals.).
 AW1269
 AW1269.The modeled gravity was interpolated from observed gravity values.
 AW1269
 AW1269;                    North         East    Units  Estimated Accuracy
 AW1269;SPC TXSC     - 4,209,070.      975,240.      MT  (+/- 180 meters Scaled)
 AW1269
 AW1269                          SUPERSEDED SURVEY CONTROL
 AW1269
 AW1269  NGVD 29 (12/23/87)    8.801  (m)           28.87   (f) ADJUSTED    1 2
 AW1269
 AW1269.Superseded values are not recommended for survey control.
 AW1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1269.See file dsdata.txt to determine how the superseded data were derived.
 AW1269
 AW1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945833(NAD 83)
 AW1269_MARKER: DB = BENCH MARK DISK
 AW1269_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1269_SP_SET: UNSPECIFIED DEEP
 AW1269_STAMPING: Z 1243 1978
 AW1269_MARK LOGO: NGS   
 AW1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1269+STABILITY: SURFACE MOTION
 AW1269
 AW1269  HISTORY     - Date     Condition        Report By
 AW1269  HISTORY     - 1978     MONUMENTED       NGS
 AW1269  HISTORY     - 1986     GOOD             NGS
 AW1269  HISTORY     - 1988     GOOD             USPSQD
 AW1269  HISTORY     - 1988     GOOD             USPSQD
 AW1269  HISTORY     - 1988     GOOD             USPSQD
 AW1269  HISTORY     - 1988     GOOD             USPSQD
 AW1269  HISTORY     - 1989     GOOD             USPSQD
 AW1269  HISTORY     - 1989     GOOD             USPSQD
 AW1269  HISTORY     - 1989     GOOD             USPSQD
 AW1269  HISTORY     - 1989     GOOD             USPSQD
 AW1269  HISTORY     - 1989     GOOD             USPSQD
 AW1269  HISTORY     - 19910202 GOOD             USPSQD
 AW1269  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1269
 AW1269                          STATION DESCRIPTION
 AW1269
 AW1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1269'6.7 MI NW FROM LA PORTE.
 AW1269'ABOUT 1.2 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1269'ELEMENTARY SCHOOL IN LA PORTE, AND THENCE 5.5 MILES WEST ALONG
 AW1269'SPENCER HIGHWAY TO ITS JUNCTION WITH CENTER ROAD.  51 FEET WEST
 AW1269'OF THE EXTENDED CENTERLANE OF CENTER ROAD, 50 FEET SOUTH OF THE
 AW1269'CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTERLINE OF THE
 AW1269'EAST DRIVEWAY TO RONS KRISPY FRIED CHICKEN DRIVE-IN, AND 3 FEET
 AW1269'EAST OF POWER POLE NUMBER 169.
 AW1269
 AW1269                          STATION RECOVERY (1986)
 AW1269
 AW1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1269'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1269'EXCEPT CHANGE POWER POLE NUMBER 169 TO 7448 AND ADD
 AW1269'THE MARK IS 0.27 METERS  W FROM  A WITNESS POST
 AW1269
 AW1269                          STATION RECOVERY (1988)
 AW1269
 AW1269'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1269'RECOVERED IN GOOD CONDITION.
 AW1269
 AW1269                          STATION RECOVERY (1988)
 AW1269
 AW1269'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1269'RECOVERED IN GOOD CONDITION.
 AW1269
 AW1269                          STATION RECOVERY (1988)
 AW1269
 AW1269'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1269'RECOVERED IN GOOD CONDITION.
 AW1269
 AW1269                          STATION RECOVERY (1988)
 AW1269
 AW1269'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1269'RECOVERED IN GOOD CONDITION.
 AW1269
 AW1269                          STATION RECOVERY (1989)
 AW1269
 AW1269'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1269'RECOVERED IN GOOD CONDITION.
 AW1269
 AW1269                          STATION RECOVERY (1989)
 AW1269
 AW1269'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1269'RECOVERED IN GOOD CONDITION.
 AW1269
 AW1269                          STATION RECOVERY (1989)
 AW1269
 AW1269'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1269'RECOVERED IN GOOD CONDITION.
 AW1269
 AW1269                          STATION RECOVERY (1989)
 AW1269
 AW1269'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1269'RECOVERED IN GOOD CONDITION.
 AW1269
 AW1269                          STATION RECOVERY (1989)
 AW1269
 AW1269'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1269'RECOVERED IN GOOD CONDITION.
 AW1269
 AW1269                          STATION RECOVERY (1991)
 AW1269
 AW1269'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1269'RECOVERED IN GOOD CONDITION.
 AW1269
 AW1269                          STATION RECOVERY (1994)
 AW1269
 AW1269'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1059 ***********************************************************************
 AW1059  DESIGNATION -  Z 1244
 AW1059  PID         -  AW1059
 AW1059  STATE/COUNTY-  TX/GALVESTON
 AW1059  USGS QUAD   -  TEXAS CITY (1994)
 AW1059
 AW1059                         *CURRENT SURVEY CONTROL
 AW1059  ___________________________________________________________________
 AW1059* NAD 83(1986)-  29 23 35.     (N)    094 58 57.     (W)     SCALED    
 AW1059* NAVD 88     -         4.408  (meters)      14.46   (feet)  ADJUSTED  
 AW1059  ___________________________________________________________________
 AW1059  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1059  DYNAMIC HT  -           4.402 (meters)      14.44  (feet)  COMP
 AW1059  MODELED GRAV-     979,266.9   (mgal)                       NAVD 88
 AW1059
 AW1059  VERT ORDER  -  FIRST     CLASS II
 AW1059
 AW1059.The horizontal coordinates were scaled from a topographic map and have
 AW1059.an estimated accuracy of +/- 6 seconds.
 AW1059
 AW1059.The orthometric height was determined by differential leveling
 AW1059.and adjusted by the National Geodetic Survey in June 1991..
 AW1059
 AW1059.The geoid height was determined by GEOID03.
 AW1059
 AW1059.The dynamic height is computed by dividing the NAVD 88
 AW1059.geopotential number by the normal gravity value computed on the
 AW1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1059.degrees latitude (g = 980.6199 gals.).
 AW1059
 AW1059.The modeled gravity was interpolated from observed gravity values.
 AW1059
 AW1059;                    North         East    Units  Estimated Accuracy
 AW1059;SPC TXSC     - 4,179,560.      989,840.      MT  (+/- 180 meters Scaled)
 AW1059
 AW1059                          SUPERSEDED SURVEY CONTROL
 AW1059
 AW1059  NGVD 29 (12/23/87)    4.405  (m)           14.45   (f) ADJUSTED    1 2
 AW1059
 AW1059.Superseded values are not recommended for survey control.
 AW1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1059.See file dsdata.txt to determine how the superseded data were derived.
 AW1059
 AW1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN076531(NAD 83)
 AW1059_MARKER: DB = BENCH MARK DISK
 AW1059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1059_SP_SET: HEADWALL
 AW1059_STAMPING: Z 1244 1978
 AW1059_MARK LOGO: NGS   
 AW1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1059+STABILITY: SURFACE MOTION
 AW1059
 AW1059  HISTORY     - Date     Condition        Report By
 AW1059  HISTORY     - 1978     MONUMENTED       NGS
 AW1059  HISTORY     - 1983     GOOD             NGS
 AW1059  HISTORY     - 1987     GOOD             USPSQD
 AW1059  HISTORY     - 1987     GOOD             USPSQD
 AW1059  HISTORY     - 1987     GOOD             NGS
 AW1059  HISTORY     - 1989     GOOD             USPSQD
 AW1059  HISTORY     - 1990     GOOD             USPSQD
 AW1059  HISTORY     - 1991     GOOD             USPSQD
 AW1059  HISTORY     - 19940407 MARK NOT FOUND   USPSQD
 AW1059
 AW1059                          STATION DESCRIPTION
 AW1059
 AW1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1059'1.3 MI NW FROM LA MARQUE.
 AW1059'ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1059'OF FARM ROAD 1765, SET IN THE NORTHEAST END OF THE EAST HEADWALL
 AW1059'OF A 5X32 FOOT CONCRETE CULVERT UNDER STATE HIGHWAY 3, 348 FEET
 AW1059'NORTHEAST OF THE BEGINNING OF A DIVIDER STRIP, 48 FEET SOUTHWEST
 AW1059'OF THE WEST RAIL OF GALVESTON, HOUSTON AND HENDERSON RAILROAD TRACKS,
 AW1059'45 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 30 FEET
 AW1059'SOUTHWEST OF A WARNING UNDERGROUND CABLE POST WITH SIGN.
 AW1059
 AW1059                          STATION RECOVERY (1983)
 AW1059
 AW1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1059'RECOVERED IN GOOD CONDITION.
 AW1059
 AW1059                          STATION RECOVERY (1987)
 AW1059
 AW1059'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1059'RECOVERED IN GOOD CONDITION.
 AW1059
 AW1059                          STATION RECOVERY (1987)
 AW1059
 AW1059'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 AW1059'RECOVERED IN GOOD CONDITION.
 AW1059
 AW1059                          STATION RECOVERY (1987)
 AW1059
 AW1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1059'RECOVERED IN GOOD CONDITION.
 AW1059
 AW1059                          STATION RECOVERY (1989)
 AW1059
 AW1059'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1059'RECOVERED IN GOOD CONDITION.
 AW1059
 AW1059                          STATION RECOVERY (1990)
 AW1059
 AW1059'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1059'RECOVERED IN GOOD CONDITION.
 AW1059
 AW1059                          STATION RECOVERY (1991)
 AW1059
 AW1059'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1059'RECOVERED IN GOOD CONDITION.
 AW1059
 AW1059                          STATION RECOVERY (1994)
 AW1059
 AW1059'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1003 ***********************************************************************
 AW1003  DESIGNATION -  Z 1245
 AW1003  PID         -  AW1003
 AW1003  STATE/COUNTY-  TX/HARRIS
 AW1003  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1003
 AW1003                         *CURRENT SURVEY CONTROL
 AW1003  ___________________________________________________________________
 AW1003* NAD 83(1986)-  29 31 07.     (N)    095 11 27.     (W)     SCALED    
 AW1003* NAVD 88     -         6.817  (meters)      22.37   (feet)  ADJUSTED  
 AW1003  ___________________________________________________________________
 AW1003  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1003  DYNAMIC HT  -           6.807 (meters)      22.33  (feet)  COMP
 AW1003  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 AW1003
 AW1003  VERT ORDER  -  FIRST     CLASS II
 AW1003
 AW1003.The horizontal coordinates were scaled from a topographic map and have
 AW1003.an estimated accuracy of +/- 6 seconds.
 AW1003
 AW1003.The orthometric height was determined by differential leveling
 AW1003.and adjusted by the National Geodetic Survey in June 1991..
 AW1003
 AW1003.The geoid height was determined by GEOID03.
 AW1003
 AW1003.The dynamic height is computed by dividing the NAVD 88
 AW1003.geopotential number by the normal gravity value computed on the
 AW1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1003.degrees latitude (g = 980.6199 gals.).
 AW1003
 AW1003.The modeled gravity was interpolated from observed gravity values.
 AW1003
 AW1003;                    North         East    Units  Estimated Accuracy
 AW1003;SPC TXSC     - 4,192,790.      969,180.      MT  (+/- 180 meters Scaled)
 AW1003
 AW1003                          SUPERSEDED SURVEY CONTROL
 AW1003
 AW1003  NGVD 29 (12/23/87)    6.813  (m)           22.35   (f) ADJUSTED    1 2
 AW1003
 AW1003.Superseded values are not recommended for survey control.
 AW1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1003.See file dsdata.txt to determine how the superseded data were derived.
 AW1003
 AW1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN876674(NAD 83)
 AW1003_MARKER: DB = BENCH MARK DISK
 AW1003_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1003_SP_SET: BRIDGE WALKWAY
 AW1003_STAMPING: Z 1245 1978
 AW1003_MARK LOGO: NGS   
 AW1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1003
 AW1003  HISTORY     - Date     Condition        Report By
 AW1003  HISTORY     - 1978     MONUMENTED       NGS
 AW1003  HISTORY     - 1987     GOOD             USPSQD
 AW1003  HISTORY     - 1987     GOOD             USPSQD
 AW1003  HISTORY     - 1987     GOOD             USPSQD
 AW1003  HISTORY     - 1987     GOOD             USPSQD
 AW1003  HISTORY     - 1987     GOOD             USPSQD
 AW1003  HISTORY     - 1987     GOOD             USPSQD
 AW1003  HISTORY     - 1987     GOOD             USPSQD
 AW1003  HISTORY     - 1987     GOOD             USPSQD
 AW1003  HISTORY     - 1987     GOOD             NGS
 AW1003  HISTORY     - 1988     GOOD             USPSQD
 AW1003  HISTORY     - 1988     GOOD             USPSQD
 AW1003  HISTORY     - 1988     GOOD             USPSQD
 AW1003  HISTORY     - 1988     GOOD             USPSQD
 AW1003  HISTORY     - 1988     GOOD             USPSQD
 AW1003  HISTORY     - 1988     GOOD             USPSQD
 AW1003  HISTORY     - 1988     GOOD             USPSQD
 AW1003  HISTORY     - 1988     GOOD             USPSQD
 AW1003  HISTORY     - 1988     GOOD             USPSQD
 AW1003  HISTORY     - 1989     GOOD             USPSQD
 AW1003  HISTORY     - 19910216 MARK NOT FOUND   USPSQD
 AW1003  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1003  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1003  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1003
 AW1003                          STATION DESCRIPTION
 AW1003
 AW1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1003'6.7 MI NE FROM ALVIN.
 AW1003'ABOUT 5.2 MILES NORTHEAST ALONG FARM ROAD 528 FROM THE JUNCTION OF
 AW1003'STATE HIGHWAY 35 (BUSINESS ROUTE) AT ALVIN, THENCE 0.1 MILE NORTHEAST
 AW1003'ALONG A PAVED ROAD, THENCE 1.0 MILE EAST ALONG BRIARMEADOW AVENUE,
 AW1003'THENCE 0.2 MILE SOUTHEAST ALONG WINDINGWAY, AND THENCE 0.2 MILE
 AW1003'NORTH ALONG FRIENDSWOOD DRIVE.  SET IN THE TOP OF AND NORTH END OF
 AW1003'THE WEST WALKWAY OF A BRIDGE OVER COWART CREEK 16 FEET WEST OF THE
 AW1003'CENTERLINE OF THE ROAD, 3 FEET SOUTH OF 2 WOODEN GUARD RAIL POST,
 AW1003'AND 2 FEET NORTHEAST OF THE NORTHWEST END OF A STEEL GUARD RAIL.
 AW1003
 AW1003                          STATION RECOVERY (1987)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1987)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1987)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1987)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1987)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1987)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1987)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1987)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1987)
 AW1003
 AW1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1003'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.05 KM (0.65
 AW1003'MI) NORTHWEST ALONG FARM ROAD 518 FROM THE INTERSECTION OF FARM ROAD
 AW1003'528 IN FRIENDSWOOD TO THE MARK ON THE LEFT, IN TOP OF THE NORTH END OF
 AW1003'THE WEST WALKWAY OF A BRIDGE OVER COWART CREEK, 4.88 METERS (16.0 FT)
 AW1003'WEST OF THE CENTERLINE OF THE ROAD, 0.91 METER (3.0 FT) SOUTH OF TWO
 AW1003'WOODEN GUARDRAIL POSTS, 0.61 METER (2.0 FT) NORTHEAST OF THE NORTHWEST
 AW1003'END OF A STEEL GUARDRAIL.
 AW1003'THE MARK IS 0.30 M ABOVE ROAD.
 AW1003
 AW1003                          STATION RECOVERY (1988)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1988)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1988)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1988)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1988)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1988)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1988)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1988)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1988)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1989)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1003'RECOVERED IN GOOD CONDITION.
 AW1003
 AW1003                          STATION RECOVERY (1991)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 AW1003'MARK NOT FOUND.
 AW1003
 AW1003                          STATION RECOVERY (1997)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1003'MARK NOT FOUND.
 AW1003
 AW1003                          STATION RECOVERY (1999)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1003'MARK NOT FOUND.
 AW1003
 AW1003                          STATION RECOVERY (2000)
 AW1003
 AW1003'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0962 ***********************************************************************
 AW0962  DESIGNATION -  Z 1246
 AW0962  PID         -  AW0962
 AW0962  STATE/COUNTY-  TX/HARRIS
 AW0962  USGS QUAD   -  MORGANS POINT (1993)
 AW0962
 AW0962                         *CURRENT SURVEY CONTROL
 AW0962  ___________________________________________________________________
 AW0962* NAD 83(1986)-  29 43 25.     (N)    094 59 29.     (W)     SCALED    
 AW0962* NAVD 88     -         4.731  (meters)      15.52   (feet)  ADJUSTED  
 AW0962  ___________________________________________________________________
 AW0962  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0962  DYNAMIC HT  -           4.724 (meters)      15.50  (feet)  COMP
 AW0962  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 AW0962
 AW0962  VERT ORDER  -  FIRST     CLASS II
 AW0962
 AW0962.The horizontal coordinates were scaled from a topographic map and have
 AW0962.an estimated accuracy of +/- 6 seconds.
 AW0962
 AW0962.The orthometric height was determined by differential leveling
 AW0962.and adjusted by the National Geodetic Survey in June 1991..
 AW0962
 AW0962.The geoid height was determined by GEOID03.
 AW0962
 AW0962.The dynamic height is computed by dividing the NAVD 88
 AW0962.geopotential number by the normal gravity value computed on the
 AW0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0962.degrees latitude (g = 980.6199 gals.).
 AW0962
 AW0962.The modeled gravity was interpolated from observed gravity values.
 AW0962
 AW0962;                    North         East    Units  Estimated Accuracy
 AW0962;SPC TXSC     - 4,216,140.      987,720.      MT  (+/- 180 meters Scaled)
 AW0962
 AW0962                          SUPERSEDED SURVEY CONTROL
 AW0962
 AW0962  NGVD 29 (12/23/87)    4.728  (m)           15.51   (f) ADJUSTED    1 2
 AW0962
 AW0962.Superseded values are not recommended for survey control.
 AW0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0962.See file dsdata.txt to determine how the superseded data were derived.
 AW0962
 AW0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN073898(NAD 83)
 AW0962_MARKER: DB = BENCH MARK DISK
 AW0962_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0962_SP_SET: BRIDGE PIER
 AW0962_STAMPING: Z 1246 1978
 AW0962_MARK LOGO: NGS   
 AW0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0962+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 AW0962
 AW0962  HISTORY     - Date     Condition        Report By
 AW0962  HISTORY     - 1978     MONUMENTED       NGS
 AW0962  HISTORY     - 1983     GOOD             NGS
 AW0962  HISTORY     - 1986     GOOD             NGS
 AW0962  HISTORY     - 1989     GOOD             USPSQD
 AW0962  HISTORY     - 1989     GOOD             USPSQD
 AW0962  HISTORY     - 19981017 GOOD             USPSQD
 AW0962  HISTORY     - 20040220 GOOD             USPSQD
 AW0962  HISTORY     - 20050228 GOOD             USPSQD
 AW0962
 AW0962                          STATION DESCRIPTION
 AW0962
 AW0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0962'1.2 MI EAST FROM BAYTOWN.
 AW0962'ABOUT 0.4 MILES SOUTHEAST ALONG MARKET STREET FROM SUB-STATION A
 AW0962'POST OFFICE IN BAYTOWN, AND THENCE 0.8 MILES EAST-SOUTHEAST ALONG
 AW0962'WEST MARKET STREET, SET VERTICALLY IN THE WEST FACE OF THE WEST ONE
 AW0962'OF SIX PILLARS OF THE LOOP 201 OVERPASS, 17 FEET SOUTHWEST OF THE
 AW0962'SOUTHWEST CURB OF THE WEST BOUND LANES, AND 9 FEET NORTHEAST OF THE
 AW0962'NORTHEAST CURB OF THE EAST BOUND LANES.
 AW0962
 AW0962                          STATION RECOVERY (1983)
 AW0962
 AW0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0962'RECOVERED IN GOOD CONDITION.
 AW0962
 AW0962                          STATION RECOVERY (1986)
 AW0962
 AW0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0962'RECOVERED IN GOOD CONDITION.
 AW0962
 AW0962                          STATION RECOVERY (1989)
 AW0962
 AW0962'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0962'RECOVERED IN GOOD CONDITION.
 AW0962
 AW0962                          STATION RECOVERY (1989)
 AW0962
 AW0962'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW0962'RECOVERED IN GOOD CONDITION.
 AW0962
 AW0962                          STATION RECOVERY (1998)
 AW0962
 AW0962'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0962'RECOVERED IN GOOD CONDITION.
 AW0962
 AW0962                          STATION RECOVERY (2004)
 AW0962
 AW0962'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW0962'RECOVERED IN GOOD CONDITION.
 AW0962
 AW0962                          STATION RECOVERY (2005)
 AW0962
 AW0962'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AW0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0750 ***********************************************************************
 AW0750  DESIGNATION -  Z 1247
 AW0750  PID         -  AW0750
 AW0750  STATE/COUNTY-  TX/HARRIS
 AW0750  USGS QUAD   -  MONT BELVIEU (1994)
 AW0750
 AW0750                         *CURRENT SURVEY CONTROL
 AW0750  ___________________________________________________________________
 AW0750* NAD 83(1986)-  29 50 43.     (N)    094 58 23.     (W)     SCALED    
 AW0750* NAVD 88     -        10.557  (meters)      34.64   (feet)  ADJUSTED  
 AW0750  ___________________________________________________________________
 AW0750  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW0750  DYNAMIC HT  -          10.543 (meters)      34.59  (feet)  COMP
 AW0750  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 AW0750
 AW0750  VERT ORDER  -  FIRST     CLASS II
 AW0750
 AW0750.The horizontal coordinates were scaled from a topographic map and have
 AW0750.an estimated accuracy of +/- 6 seconds.
 AW0750
 AW0750.The orthometric height was determined by differential leveling
 AW0750.and adjusted by the National Geodetic Survey in June 1991..
 AW0750
 AW0750.The geoid height was determined by GEOID03.
 AW0750
 AW0750.The dynamic height is computed by dividing the NAVD 88
 AW0750.geopotential number by the normal gravity value computed on the
 AW0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0750.degrees latitude (g = 980.6199 gals.).
 AW0750
 AW0750.The modeled gravity was interpolated from observed gravity values.
 AW0750
 AW0750;                    North         East    Units  Estimated Accuracy
 AW0750;SPC TXSC     - 4,229,680.      989,030.      MT  (+/- 180 meters Scaled)
 AW0750
 AW0750                          SUPERSEDED SURVEY CONTROL
 AW0750
 AW0750  NGVD 29 (12/23/87)   10.555  (m)           34.63   (f) ADJUSTED    1 2
 AW0750
 AW0750.Superseded values are not recommended for survey control.
 AW0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0750.See file dsdata.txt to determine how the superseded data were derived.
 AW0750
 AW0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP093032(NAD 83)
 AW0750_MARKER: DB = BENCH MARK DISK
 AW0750_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0750_SP_SET: HEADWALL
 AW0750_STAMPING: Z 1247 1978
 AW0750_MARK LOGO: NGS   
 AW0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0750+STABILITY: SURFACE MOTION
 AW0750
 AW0750  HISTORY     - Date     Condition        Report By
 AW0750  HISTORY     - 1978     MONUMENTED       NGS
 AW0750  HISTORY     - 1987     GOOD             NGS
 AW0750  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0750  HISTORY     - 19900315 MARK NOT FOUND   USPSQD
 AW0750  HISTORY     - 19940722 MARK NOT FOUND   USPSQD
 AW0750
 AW0750                          STATION DESCRIPTION
 AW0750
 AW0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0750'6.7 MI NE FROM HIGHLANDS.
 AW0750'1.7 MILES NORTH ALONG CROSBY-LYNCHBURG ROAD FROM THE POST OFFICE
 AW0750'AT HIGHLANDS, THENCE 4.4 MILES EAST ALONG BARBERS HILL ROAD, THENCE
 AW0750'0.7 MILE EAST ALONG FARM ROAD 1942, AT THE T JUNCTION OF NORTH
 AW0750'MAIN STREET LEADING SOUTH TO BAYTOWN, ABOUT 6.5 MILES NORTH
 AW0750'OF BAYTOWN, IN THE NORTH END OF THE EAST HEADWALL FOR A BOX
 AW0750'CULVERT UNDER NORTH MAIN STREET, 35 FEET SOUTH OF THE CENTERLINE
 AW0750'OF FARM ROAD 1942, 17 FEET EAST OF CENTERLINE OF NORTH MAIN STREET,
 AW0750'AND 0.5 FOOT SOUTH OF THE NORTH END OF EAST HEADWALL.
 AW0750
 AW0750                          STATION RECOVERY (1987)
 AW0750
 AW0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0750'RECOVERED IN GOOD CONDITION.
 AW0750
 AW0750                          STATION RECOVERY (1990)
 AW0750
 AW0750'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0750'MARK NOT FOUND.
 AW0750
 AW0750                          STATION RECOVERY (1990)
 AW0750
 AW0750'RECOVERY NOTE BY US POWER SQUADRON 1990 (DJW)
 AW0750'MARK NOT FOUND.
 AW0750
 AW0750                          STATION RECOVERY (1994)
 AW0750
 AW0750'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1817 ***********************************************************************
 BL1817  DESIGNATION -  Z 1248
 BL1817  PID         -  BL1817
 BL1817  STATE/COUNTY-  TX/LIBERTY
 BL1817  USGS QUAD   -  HUFFMAN (1980)
 BL1817
 BL1817                         *CURRENT SURVEY CONTROL
 BL1817  ___________________________________________________________________
 BL1817* NAD 83(1986)-  30 01 35.     (N)    095 04 49.     (W)     SCALED    
 BL1817* NAVD 88     -        20.40   (+/-2cm)      66.9    (feet)  VERTCON   
 BL1817  ___________________________________________________________________
 BL1817  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1817
 BL1817  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1817
 BL1817.The horizontal coordinates were scaled from a topographic map and have
 BL1817.an estimated accuracy of +/- 6 seconds.
 BL1817
 BL1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1817.The vertical order pertains to the NGVD 29 superseded value.
 BL1817
 BL1817.The geoid height was determined by GEOID03.
 BL1817
 BL1817;                    North         East    Units  Estimated Accuracy
 BL1817;SPC TX C     - 3,051,840.    1,206,540.      MT  (+/- 180 meters Scaled)
 BL1817
 BL1817                          SUPERSEDED SURVEY CONTROL
 BL1817
 BL1817  NGVD 29 (??/??/92)   20.397  (m)           66.92   (f) ADJ UNCH    1 2
 BL1817
 BL1817.Superseded values are not recommended for survey control.
 BL1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1817.See file dsdata.txt to determine how the superseded data were derived.
 BL1817
 BL1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP993235(NAD 83)
 BL1817_MARKER: DB = BENCH MARK DISK
 BL1817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1817_SP_SET: HEADWALL
 BL1817_STAMPING: Z 1248 1978
 BL1817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1817+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL1817
 BL1817  HISTORY     - Date     Condition        Report By
 BL1817  HISTORY     - 1978     MONUMENTED       NGS
 BL1817  HISTORY     - 1988     GOOD             USPSQD
 BL1817  HISTORY     - 20040316 GOOD             USPSQD
 BL1817
 BL1817                          STATION DESCRIPTION
 BL1817
 BL1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1817'0.6 MI EAST FROM HUFFMAN.
 BL1817'0.6 MILE SOUTHEAST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1817'FARM ROAD 2100 IN HUFFMAN AND SET IN TOP OF THE WEST END OF THE
 BL1817'SOUTH HEADWALL TO A 36 INCH CONCRETE PIPE CULVERT.  0.05 MILE EAST
 BL1817'OF A POWER LINE CROSSING.  117 FEET NORTH OF THE NORTH RAIL OF THE
 BL1817'MAIN TRACK, 20 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 1960 AND
 BL1817'1 FOOT EAST OF THE WEST END OF THE HEADWALL.
 BL1817
 BL1817                          STATION RECOVERY (1988)
 BL1817
 BL1817'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 BL1817'RECOVERED IN GOOD CONDITION.
 BL1817
 BL1817                          STATION RECOVERY (2004)
 BL1817
 BL1817'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0943 ***********************************************************************
 AW0943  DESIGNATION -  Z 1249
 AW0943  PID         -  AW0943
 AW0943  STATE/COUNTY-  TX/HARRIS
 AW0943  USGS QUAD   -  HIGHLANDS (1995)
 AW0943
 AW0943                         *CURRENT SURVEY CONTROL
 AW0943  ___________________________________________________________________
 AW0943* NAD 83(1986)-  29 47 34.     (N)    095 03 25.     (W)     SCALED    
 AW0943* NAVD 88     -        10.799  (meters)      35.43   (feet)  ADJUSTED  
 AW0943  ___________________________________________________________________
 AW0943  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0943  DYNAMIC HT  -          10.784 (meters)      35.38  (feet)  COMP
 AW0943  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 AW0943
 AW0943  VERT ORDER  -  FIRST     CLASS II
 AW0943
 AW0943.The horizontal coordinates were scaled from a topographic map and have
 AW0943.an estimated accuracy of +/- 6 seconds.
 AW0943
 AW0943.The orthometric height was determined by differential leveling
 AW0943.and adjusted by the National Geodetic Survey in June 1991..
 AW0943
 AW0943.The geoid height was determined by GEOID03.
 AW0943
 AW0943.The dynamic height is computed by dividing the NAVD 88
 AW0943.geopotential number by the normal gravity value computed on the
 AW0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0943.degrees latitude (g = 980.6199 gals.).
 AW0943
 AW0943.The modeled gravity was interpolated from observed gravity values.
 AW0943
 AW0943;                    North         East    Units  Estimated Accuracy
 AW0943;SPC TXSC     - 4,223,590.      981,130.      MT  (+/- 180 meters Scaled)
 AW0943
 AW0943                          SUPERSEDED SURVEY CONTROL
 AW0943
 AW0943  NGVD 29 (12/23/87)   10.796  (m)           35.42   (f) ADJUSTED    1 2
 AW0943
 AW0943.Superseded values are not recommended for survey control.
 AW0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0943.See file dsdata.txt to determine how the superseded data were derived.
 AW0943
 AW0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN011975(NAD 83)
 AW0943_MARKER: DB = BENCH MARK DISK
 AW0943_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0943_SP_SET: BRIDGE GUARDRAIL
 AW0943_STAMPING: Z 1249 1978
 AW0943_MARK LOGO: NGS   
 AW0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0943+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0943
 AW0943  HISTORY     - Date     Condition        Report By
 AW0943  HISTORY     - 1978     MONUMENTED       NGS
 AW0943  HISTORY     - 1983     GOOD             NGS
 AW0943  HISTORY     - 1986     GOOD             NGS
 AW0943  HISTORY     - 1987     GOOD             USPSQD
 AW0943  HISTORY     - 1987     GOOD             USPSQD
 AW0943  HISTORY     - 1989     GOOD             USPSQD
 AW0943  HISTORY     - 19970927 GOOD             USPSQD
 AW0943  HISTORY     - 20040317 GOOD             USPSQD
 AW0943
 AW0943                          STATION DESCRIPTION
 AW0943
 AW0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0943'1.8 MI SOUTH FROM HIGHLANDS.
 AW0943'1.8 MILES SOUTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST OFFICE
 AW0943'IN HIGHLANDS, 0.15 MILES NORTH OF BENCH MARKS Y 1249 AND S 1183 RESET
 AW0943'1968, AND 0.1 MILE NORTH OF INTERSTATE 10, SET IN TOP OF THE SOUTH
 AW0943'END OF THE WEST CONCRETE GUARD RAIL OF A BRIDGE OVER NEW CANAL, 21
 AW0943'FEET WEST OF THE CENERLINE OF THE SOUTH BOUND LANES, 6 FEET NORTH
 AW0943'OF THE SOUTH END OF THE GUARD RAIL, AND 1 FOOT SOUTH OF THE SOUTH END
 AW0943'OF CHAIN LINK FENCE ON GUARD RAIL.
 AW0943
 AW0943                          STATION RECOVERY (1983)
 AW0943
 AW0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0943'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE 1.8
 AW0943'MILES SOUTH ALONG THE CROSBY-LYNCHBURG ROAD TO 1.8 KM (1.15 MI) SOUTH
 AW0943'ALONG THE CROSBY-LYNCHBURG ROAD.
 AW0943
 AW0943                          STATION RECOVERY (1986)
 AW0943
 AW0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0943'RECOVERED IN GOOD CONDITION.
 AW0943
 AW0943                          STATION RECOVERY (1987)
 AW0943
 AW0943'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0943'RECOVERED IN GOOD CONDITION.
 AW0943
 AW0943                          STATION RECOVERY (1987)
 AW0943
 AW0943'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0943'RECOVERED IN GOOD CONDITION.
 AW0943
 AW0943                          STATION RECOVERY (1989)
 AW0943
 AW0943'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0943'RECOVERED IN GOOD CONDITION.
 AW0943
 AW0943                          STATION RECOVERY (1997)
 AW0943
 AW0943'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0943'RECOVERED IN GOOD CONDITION.
 AW0943
 AW0943                          STATION RECOVERY (2004)
 AW0943
 AW0943'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0943'GO TO N29 47 33.7 W095 03 24.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0060 ***********************************************************************
 AO0060  DESIGNATION -  Z 125
 AO0060  PID         -  AO0060
 AO0060  STATE/COUNTY-  TX/LIVE OAK
 AO0060  USGS QUAD   -  GEORGE WEST (1984)
 AO0060
 AO0060                         *CURRENT SURVEY CONTROL
 AO0060  ___________________________________________________________________
 AO0060* NAD 83(1986)-  28 22 30.     (N)    098 03 23.     (W)     SCALED    
 AO0060* NAVD 88     -        60.755  (meters)     199.33   (feet)  ADJUSTED  
 AO0060  ___________________________________________________________________
 AO0060  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AO0060  DYNAMIC HT  -          60.665 (meters)     199.03  (feet)  COMP
 AO0060  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 AO0060
 AO0060  VERT ORDER  -  SECOND    CLASS 0
 AO0060
 AO0060.The horizontal coordinates were scaled from a topographic map and have
 AO0060.an estimated accuracy of +/- 6 seconds.
 AO0060
 AO0060.The orthometric height was determined by differential leveling
 AO0060.and adjusted by the National Geodetic Survey in June 1991..
 AO0060
 AO0060.The geoid height was determined by GEOID03.
 AO0060
 AO0060.The dynamic height is computed by dividing the NAVD 88
 AO0060.geopotential number by the normal gravity value computed on the
 AO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0060.degrees latitude (g = 980.6199 gals.).
 AO0060
 AO0060.The modeled gravity was interpolated from observed gravity values.
 AO0060
 AO0060;                    North         East    Units  Estimated Accuracy
 AO0060;SPC TXSC     - 4,060,410.      692,490.      MT  (+/- 180 meters Scaled)
 AO0060
 AO0060                          SUPERSEDED SURVEY CONTROL
 AO0060
 AO0060  NGVD 29 (??/??/92)   60.735  (m)          199.26   (f) ADJ UNCH    2 0
 AO0060
 AO0060.Superseded values are not recommended for survey control.
 AO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0060.See file dsdata.txt to determine how the superseded data were derived.
 AO0060
 AO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS924391(NAD 83)
 AO0060_MARKER: DB = BENCH MARK DISK
 AO0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0060_STAMPING: 199.307 Z 125 1933
 AO0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0060+STABILITY: SURFACE MOTION
 AO0060
 AO0060  HISTORY     - Date     Condition        Report By
 AO0060  HISTORY     - 1933     MONUMENTED       CGS
 AO0060  HISTORY     - 1951     GOOD             USGS
 AO0060
 AO0060                          STATION DESCRIPTION
 AO0060
 AO0060'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AO0060'5.1 MI E FROM GEORGE WEST.
 AO0060'5.1 MILES EAST ALONG THE ROAD TO CADIZ, BEE COUNTY, FROM GEORGE WEST,
 AO0060'LIVE OAK COUNTY, 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE
 AO0060'INTERSECTION OF STATE HIGHWAY 202, THENCE 0.3 MILE SOUTHWEST.  24 FEET
 AO0060'NORTH OF THE ROAD, AND AT THE SOUTHWEST EDGE OF A LINE OF TREES. A
 AO0060'STANDARD DISK, STAMPED 199.307 Z 125 1933 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1876 ***********************************************************************
 BL1876  DESIGNATION -  Z 1250
 BL1876  PID         -  BL1876
 BL1876  STATE/COUNTY-  TX/MONTGOMERY
 BL1876  USGS QUAD   -  OKLAHOMA (1979)
 BL1876
 BL1876                         *CURRENT SURVEY CONTROL
 BL1876  ___________________________________________________________________
 BL1876* NAD 83(1986)-  30 08 05.     (N)    095 37 05.     (W)     SCALED    
 BL1876* NAVD 88     -        47.66   (+/-2cm)     156.4    (feet)  VERTCON   
 BL1876  ___________________________________________________________________
 BL1876  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1876
 BL1876  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1876
 BL1876.The horizontal coordinates were scaled from a topographic map and have
 BL1876.an estimated accuracy of +/- 6 seconds.
 BL1876
 BL1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1876.The vertical order pertains to the NGVD 29 superseded value.
 BL1876
 BL1876.The geoid height was determined by GEOID03.
 BL1876
 BL1876;                    North         East    Units  Estimated Accuracy
 BL1876;SPC TX C     - 3,061,520.    1,154,210.      MT  (+/- 180 meters Scaled)
 BL1876
 BL1876                          SUPERSEDED SURVEY CONTROL
 BL1876
 BL1876  NGVD 29 (04/06/79)   47.657  (m)          156.35   (f) ADJUSTED    1 2
 BL1876
 BL1876.Superseded values are not recommended for survey control.
 BL1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1876.See file dsdata.txt to determine how the superseded data were derived.
 BL1876
 BL1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP477366(NAD 83)
 BL1876_MARKER: DB = BENCH MARK DISK
 BL1876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1876_SP_SET: ABUTMENT
 BL1876_STAMPING: Z 1250 1978
 BL1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1876
 BL1876  HISTORY     - Date     Condition        Report By
 BL1876  HISTORY     - 1978     MONUMENTED       NGS
 BL1876  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1876
 BL1876                          STATION DESCRIPTION
 BL1876
 BL1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1876'1.5 MI NW FROM HUFFSMITH.
 BL1876'ABOUT 1.5 MILES NORTHWEST ALONG THE MISSOURI-PACIFIC RAILROAD FROM
 BL1876'THE CROSSING OF STANOLIND ROAD.  SET IN TOP OF THE NORTHEAST END OF
 BL1876'THE SOUTHEAST ABUTMENT FOR THE RAILROAD BRIDGE OVER SPRING CREEK,
 BL1876'6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1.5 FEET SOUTHWEST OF
 BL1876'THE NORTHEAST END OF THE ABUTMENT.
 BL1876
 BL1876                          STATION RECOVERY (1986)
 BL1876
 BL1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1876'A DRILL HOLE WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2199 ***********************************************************************
 AW2199  DESIGNATION -  Z 1251
 AW2199  PID         -  AW2199
 AW2199  STATE/COUNTY-  TX/WALLER
 AW2199  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2199
 AW2199                         *CURRENT SURVEY CONTROL
 AW2199  ___________________________________________________________________
 AW2199* NAD 83(1986)-  29 58 42.     (N)    095 54 29.     (W)     SCALED    
 AW2199* NAVD 88     -        60.87   (+/-2cm)     199.7    (feet)  VERTCON   
 AW2199  ___________________________________________________________________
 AW2199  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2199
 AW2199  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2199
 AW2199.The horizontal coordinates were scaled from a topographic map and have
 AW2199.an estimated accuracy of +/- 6 seconds.
 AW2199
 AW2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2199.The vertical order pertains to the NGVD 29 superseded value.
 AW2199
 AW2199.The geoid height was determined by GEOID03.
 AW2199
 AW2199;                    North         East    Units  Estimated Accuracy
 AW2199;SPC TXSC     - 4,241,670.      898,340.      MT  (+/- 180 meters Scaled)
 AW2199
 AW2199                          SUPERSEDED SURVEY CONTROL
 AW2199
 AW2199  NGVD 29 (04/06/79)   60.862  (m)          199.68   (f) ADJUSTED    1 2
 AW2199
 AW2199.Superseded values are not recommended for survey control.
 AW2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2199.See file dsdata.txt to determine how the superseded data were derived.
 AW2199
 AW2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP194199(NAD 83)
 AW2199_MARKER: DB = BENCH MARK DISK
 AW2199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2199_SP_SET: STAINLESS STEEL ROD
 AW2199_STAMPING: Z 1251 1978
 AW2199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2199+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2199
 AW2199  HISTORY     - Date     Condition        Report By
 AW2199  HISTORY     - 1978     MONUMENTED       NGS
 AW2199  HISTORY     - 20041014 GOOD             USPSQD
 AW2199
 AW2199                          STATION DESCRIPTION
 AW2199
 AW2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2199'6.2 MI SOUTH FROM WALLER.
 AW2199'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 AW2199'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER, AND THENCE 5.0 MILES
 AW2199'SOUTH ALONG MATHIS ROAD, 0.1 MILE SOUTH OF A WOODEN BRIDGE, AT THE
 AW2199'SECOND POLE SOUTH OF THE BRIDGE, 38 FEET WEST OF THE CENTERLINE OF
 AW2199'MATHIS ROAD, 1.5 FEET SOUTH OF A POWER POLE, AND 1 FOOT EAST OF THE
 AW2199'WEST RIGHT OF WAY FENCE.  DISK IS LEVEL WITH THE GROUND, ACCESS
 AW2199'TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW2199
 AW2199                          STATION RECOVERY (2004)
 AW2199
 AW2199'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2199'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1851 ***********************************************************************
 BL1851  DESIGNATION -  Z 1252
 BL1851  PID         -  BL1851
 BL1851  STATE/COUNTY-  TX/HARRIS
 BL1851  USGS QUAD   -  WALLER (1980)
 BL1851
 BL1851                         *CURRENT SURVEY CONTROL
 BL1851  ___________________________________________________________________
 BL1851* NAD 83(1986)-  30 03 59.     (N)    095 55 20.     (W)     SCALED    
 BL1851* NAVD 88     -        80.83   (+/-2cm)     265.2    (feet)  VERTCON   
 BL1851  ___________________________________________________________________
 BL1851  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1851
 BL1851  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1851
 BL1851.The horizontal coordinates were scaled from a topographic map and have
 BL1851.an estimated accuracy of +/- 6 seconds.
 BL1851
 BL1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1851.The vertical order pertains to the NGVD 29 superseded value.
 BL1851
 BL1851.The geoid height was determined by GEOID03.
 BL1851
 BL1851;                    North         East    Units  Estimated Accuracy
 BL1851;SPC TXSC     - 4,251,390.      896,720.      MT  (+/- 180 meters Scaled)
 BL1851
 BL1851                          SUPERSEDED SURVEY CONTROL
 BL1851
 BL1851  NGVD 29 (04/06/79)   80.815  (m)          265.14   (f) ADJUSTED    1 2
 BL1851
 BL1851.Superseded values are not recommended for survey control.
 BL1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1851.See file dsdata.txt to determine how the superseded data were derived.
 BL1851
 BL1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP182297(NAD 83)
 BL1851_MARKER: DB = BENCH MARK DISK
 BL1851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1851_SP_SET: STAINLESS STEEL ROD
 BL1851_STAMPING: Z 1252 1978
 BL1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1851
 BL1851  HISTORY     - Date     Condition        Report By
 BL1851  HISTORY     - 1978     MONUMENTED       NGS
 BL1851  HISTORY     - 1987     GOOD             USPSQD
 BL1851  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1851  HISTORY     - 20050912 GOOD             GEOCAC
 BL1851
 BL1851                          STATION DESCRIPTION
 BL1851
 BL1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1851'1.1 MI NORTH FROM WALLER.
 BL1851'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 BL1851'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER, THENCE 0.05 MILE
 BL1851'NORTH ALONG A PAVED ROAD, THENCE 0.05 MILE EAST ALONG MILLS ROAD,
 BL1851'AND THENCE 0.65 MILE NORTH ALONG FIELDS STORE ROAD.  MARK IS SET AT
 BL1851'THE NORTHEAST CORNER OF A CHAIN LINK FENCE SURROUNDING THE FOOTBALL
 BL1851'FIELD FOR WALLER HIGH SCHOOL, 127.5 FEET WEST OF THE CENTERLINE OF
 BL1851'FIELDS STORE ROAD, 27.5 FEET SOUTH OF THE CENTERLINE OF BRAZEAL
 BL1851'STREET, AND 1 FOOT EAST OF THE NORTHEAST CORNER OF THE FENCE.  DISK
 BL1851'IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH
 BL1851'A 4 INCH PLASTIC SCREW PLUG.
 BL1851
 BL1851                          STATION RECOVERY (1987)
 BL1851
 BL1851'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1851'RECOVERED IN GOOD CONDITION.
 BL1851
 BL1851                          STATION RECOVERY (1993)
 BL1851
 BL1851'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1851'MARK NOT FOUND.
 BL1851
 BL1851                          STATION RECOVERY (2005)
 BL1851
 BL1851'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1851'0.5 FEET EAST OF METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0069 ***********************************************************************
 AM0069  DESIGNATION -  Z 1255
 AM0069  PID         -  AM0069
 AM0069  STATE/COUNTY-  TX/BRAZORIA
 AM0069  USGS QUAD   -  FREEPORT (1974)
 AM0069
 AM0069                         *CURRENT SURVEY CONTROL
 AM0069  ___________________________________________________________________
 AM0069* NAD 83(1986)-  28 55 26.     (N)    095 19 29.     (W)     SCALED    
 AM0069* NAVD 88     -         2.15   (+/-2cm)       7.1    (feet)  VERTCON   
 AM0069  ___________________________________________________________________
 AM0069  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0069
 AM0069  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0069
 AM0069.The horizontal coordinates were scaled from a topographic map and have
 AM0069.an estimated accuracy of +/- 6 seconds.
 AM0069
 AM0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0069.The vertical order pertains to the NGVD 29 superseded value.
 AM0069
 AM0069.The geoid height was determined by GEOID03.
 AM0069
 AM0069;                    North         East    Units  Estimated Accuracy
 AM0069;SPC TXSC     - 4,126,490.      958,280.      MT  (+/- 180 meters Scaled)
 AM0069
 AM0069                          SUPERSEDED SURVEY CONTROL
 AM0069
 AM0069  NGVD 29 (??/??/92)    2.177  (m)            7.14   (f) ADJ UNCH    1 1
 AM0069
 AM0069.Superseded values are not recommended for survey control.
 AM0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0069.See file dsdata.txt to determine how the superseded data were derived.
 AM0069
 AM0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN733017(NAD 83)
 AM0069_MARKER: DB = BENCH MARK DISK
 AM0069_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM0069_SP_SET: 28 FT.
 AM0069_STAMPING: Z 1255 1978
 AM0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0069
 AM0069  HISTORY     - Date     Condition        Report By
 AM0069  HISTORY     - 1978     MONUMENTED       NGS
 AM0069  HISTORY     - 1990     GOOD             USPSQD
 AM0069  HISTORY     - 19940416 GOOD             USPSQD
 AM0069  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0069
 AM0069                          STATION DESCRIPTION
 AM0069
 AM0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0069'3.4 MI SE FROM FREEPORT.
 AM0069'2.4 MILES SOUTH ALONG FARM ROAD 1495 FROM THE POST OFFICE IN FREEPORT,
 AM0069'THENCE 1.0 MILE NORTHEAST ALONG COUNTY ROAD 723, 35 FT. NORTHWEST OF
 AM0069'THE CENTERLINE OF THE ROAD, 66 FT. SOUTHEAST OF THE TOE OF A LEVEE,
 AM0069'3 FT. SOUTHWEST OF A POWERLINE POLE.
 AM0069
 AM0069                          STATION RECOVERY (1990)
 AM0069
 AM0069'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AM0069'RECOVERED IN GOOD CONDITION.
 AM0069
 AM0069                          STATION RECOVERY (1994)
 AM0069
 AM0069'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0069'RECOVERED IN GOOD CONDITION.
 AM0069
 AM0069                          STATION RECOVERY (2004)
 AM0069
 AM0069'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1817 ***********************************************************************
 AN1817  DESIGNATION -  Z 1256
 AN1817  PID         -  AN1817
 AN1817  STATE/COUNTY-  TX/VICTORIA
 AN1817  USGS QUAD   -  PLACEDO (1995)
 AN1817
 AN1817                         *CURRENT SURVEY CONTROL
 AN1817  ___________________________________________________________________
 AN1817* NAD 83(1986)-  28 39 44.     (N)    096 52 11.     (W)     SCALED    
 AN1817* NAVD 88     -        17.096  (meters)      56.09   (feet)  ADJUSTED  
 AN1817  ___________________________________________________________________
 AN1817  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1817  DYNAMIC HT  -          17.071 (meters)      56.01  (feet)  COMP
 AN1817  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 AN1817
 AN1817  VERT ORDER  -  FIRST     CLASS I
 AN1817
 AN1817.The horizontal coordinates were scaled from a topographic map and have
 AN1817.an estimated accuracy of +/- 6 seconds.
 AN1817
 AN1817.The orthometric height was determined by differential leveling
 AN1817.and adjusted by the National Geodetic Survey in June 1991..
 AN1817
 AN1817.The geoid height was determined by GEOID03.
 AN1817
 AN1817.The dynamic height is computed by dividing the NAVD 88
 AN1817.geopotential number by the normal gravity value computed on the
 AN1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1817.degrees latitude (g = 980.6199 gals.).
 AN1817
 AN1817.The modeled gravity was interpolated from observed gravity values.
 AN1817
 AN1817;                    North         East    Units  Estimated Accuracy
 AN1817;SPC TXSC     - 4,093,760.      808,220.      MT  (+/- 180 meters Scaled)
 AN1817
 AN1817                          SUPERSEDED SURVEY CONTROL
 AN1817
 AN1817  NGVD 29 (??/??/92)   17.223  (m)           56.51   (f) ADJ UNCH    1 1
 AN1817
 AN1817.Superseded values are not recommended for survey control.
 AN1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1817.See file dsdata.txt to determine how the superseded data were derived.
 AN1817
 AN1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS081724(NAD 83)
 AN1817_MARKER: DB = BENCH MARK DISK
 AN1817_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1817_SP_SET: STAINLESS STEEL ROD
 AN1817_STAMPING: Z 1256 1978
 AN1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1817
 AN1817  HISTORY     - Date     Condition        Report By
 AN1817  HISTORY     - 1978     MONUMENTED       NGS
 AN1817
 AN1817                          STATION DESCRIPTION
 AN1817
 AN1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1817'3.0 MI SW FROM PLACEDO.
 AN1817'3.0 MILES SOUTHWEST ON FARM-TO-MARKET ROAD 616 FROM THE JUNCTION OF
 AN1817'STATE HIGHWAY 87 AT PLACEDO, 1.8 MILES NORTHEAST ALONG THE MISSOURI
 AN1817'PACIFIC RAILROAD FROM THE STATION AT BLOOMINGTON, 37 FT SOUTHEAST OF
 AN1817'THE CENTERLINE OF THE ROAD, 110 FT EAST OF THE CENTER OF A GRAVELED
 AN1817'ROAD, 126 FT SOUTHEAST OF THE SOUTHEAST RAIL, 2 FT NORTHEAST OF
 AN1817'POWERLINE POLE NUMBER 16, DRIVEN TO REFUSAL AT A DEPTH OF 20 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0048 ***********************************************************************
 AH0048  DESIGNATION -  Z 1257
 AH0048  PID         -  AH0048
 AH0048  STATE/COUNTY-  TX/ARANSAS
 AH0048  USGS QUAD   -  ESTES (1975)
 AH0048
 AH0048                         *CURRENT SURVEY CONTROL
 AH0048  ___________________________________________________________________
 AH0048* NAD 83(1986)-  27 59 52.     (N)    097 04 22.     (W)     SCALED    
 AH0048* NAVD 88     -         1.012  (meters)       3.32   (feet)  ADJUSTED  
 AH0048  ___________________________________________________________________
 AH0048  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AH0048  DYNAMIC HT  -           1.010 (meters)       3.31  (feet)  COMP
 AH0048  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 AH0048
 AH0048  VERT ORDER  -  FIRST     CLASS I
 AH0048
 AH0048.The horizontal coordinates were scaled from a topographic map and have
 AH0048.an estimated accuracy of +/- 6 seconds.
 AH0048
 AH0048.The orthometric height was determined by differential leveling
 AH0048.and adjusted by the National Geodetic Survey in June 1991..
 AH0048
 AH0048.The geoid height was determined by GEOID03.
 AH0048
 AH0048.The dynamic height is computed by dividing the NAVD 88
 AH0048.geopotential number by the normal gravity value computed on the
 AH0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0048.degrees latitude (g = 980.6199 gals.).
 AH0048
 AH0048.The modeled gravity was interpolated from observed gravity values.
 AH0048
 AH0048;                    North         East    Units  Estimated Accuracy
 AH0048;SPC TXSC     - 4,019,790.      789,590.      MT  (+/- 180 meters Scaled)
 AH0048
 AH0048                          SUPERSEDED SURVEY CONTROL
 AH0048
 AH0048.No superseded survey control is available for this station.
 AH0048
 AH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR895984(NAD 83)
 AH0048_MARKER: DB = BENCH MARK DISK
 AH0048_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0048_SP_SET: STAINLESS STEEL ROD
 AH0048_STAMPING: Z 1257 1978
 AH0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0048
 AH0048  HISTORY     - Date     Condition        Report By
 AH0048  HISTORY     - 1978     MONUMENTED       NGS
 AH0048  HISTORY     - 1991     GOOD             USPSQD
 AH0048
 AH0048                          STATION DESCRIPTION
 AH0048
 AH0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0048'2.4 MI SW FROM ROCKPORT.
 AH0048'2.4 MILES SOUTHWEST ALONG BUSINESS STATE HIGHWAY 35 FROM THE CITY
 AH0048'WATER TOWER AT ROCKPORT, 56 FEET NORTHEAST OF THE EXTENDED CENTERLINE
 AH0048'OF A PAVED ROAD LEADING NORTHWEST TO THE SEABREEZE SUBDIVISION AND
 AH0048'BOAT STORAGE SHED, 47 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 AH0048'SOUTHERN PACIFIC RAILROAD, 32 FEET SOUTHEAST OF THE CENTERLINE OF
 AH0048'THE HIGHWAY AND 1 FOOT NORTH OF A GUYED POWERLINE POLE.
 AH0048
 AH0048                          STATION RECOVERY (1991)
 AH0048
 AH0048'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AH0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0321 ***********************************************************************
 AO0321  DESIGNATION -  Z 127
 AO0321  PID         -  AO0321
 AO0321  STATE/COUNTY-  TX/LA SALLE
 AO0321  USGS QUAD   -  LOS ANGELES (1974)
 AO0321
 AO0321                         *CURRENT SURVEY CONTROL
 AO0321  ___________________________________________________________________
 AO0321* NAD 83(1986)-  28 28 01.     (N)    099 00 09.     (W)     SCALED    
 AO0321* NAVD 88     -       121.133  (meters)     397.42   (feet)  ADJUSTED  
 AO0321  ___________________________________________________________________
 AO0321  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AO0321  DYNAMIC HT  -         120.952 (meters)     396.82  (feet)  COMP
 AO0321  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AO0321
 AO0321  VERT ORDER  -  SECOND    CLASS 0
 AO0321
 AO0321.The horizontal coordinates were scaled from a topographic map and have
 AO0321.an estimated accuracy of +/- 6 seconds.
 AO0321
 AO0321.The orthometric height was determined by differential leveling
 AO0321.and adjusted by the National Geodetic Survey in June 1991..
 AO0321
 AO0321.The geoid height was determined by GEOID03.
 AO0321
 AO0321.The dynamic height is computed by dividing the NAVD 88
 AO0321.geopotential number by the normal gravity value computed on the
 AO0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0321.degrees latitude (g = 980.6199 gals.).
 AO0321
 AO0321.The modeled gravity was interpolated from observed gravity values.
 AO0321
 AO0321;                    North         East    Units  Estimated Accuracy
 AO0321;SPC TXSC     - 4,070,220.      599,760.      MT  (+/- 180 meters Scaled)
 AO0321
 AO0321                          SUPERSEDED SURVEY CONTROL
 AO0321
 AO0321  NGVD 29 (??/??/92)  121.079  (m)          397.24   (f) ADJ UNCH    2 0
 AO0321
 AO0321.Superseded values are not recommended for survey control.
 AO0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0321.See file dsdata.txt to determine how the superseded data were derived.
 AO0321
 AO0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS997489(NAD 83)
 AO0321_MARKER: DB = BENCH MARK DISK
 AO0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0321_SP_SET: PORCH
 AO0321_STAMPING: 397.214 Z 127 1933
 AO0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0321
 AO0321  HISTORY     - Date     Condition        Report By
 AO0321  HISTORY     - 1933     MONUMENTED       CGS
 AO0321  HISTORY     - 1968     GOOD             USGS
 AO0321
 AO0321                          STATION DESCRIPTION
 AO0321
 AO0321'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0321'IN LOS ANGELES.
 AO0321'AT LOS ANGELES, LASALLE COUNTY, 300 FT. NORTH OF THE POST OFFICE, AT A
 AO0321'VACANT BUILDING, IN THE EAST PORCH, IN THE SOUTH END OF THE CONCRETE
 AO0321'FLOOR, AND 6 INCHES FROM THE WALL.  A STANDARD DISK, STAMPED 397.214 Z
 AO0321'127 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0001 ***********************************************************************
 AH0001  DESIGNATION -  Z 1272
 AH0001  PID         -  AH0001
 AH0001  STATE/COUNTY-  TX/SAN PATRICIO
 AH0001  USGS QUAD   -  ODEM (1975)
 AH0001
 AH0001                         *CURRENT SURVEY CONTROL
 AH0001  ___________________________________________________________________
 AH0001* NAD 83(1986)-  27 59 25.     (N)    097 32 49.     (W)     SCALED    
 AH0001* NAVD 88     -        15.747  (meters)      51.66   (feet)  ADJUSTED  
 AH0001  ___________________________________________________________________
 AH0001  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AH0001  DYNAMIC HT  -          15.723 (meters)      51.58  (feet)  COMP
 AH0001  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 AH0001
 AH0001  VERT ORDER  -  FIRST     CLASS I
 AH0001
 AH0001.The horizontal coordinates were scaled from a topographic map and have
 AH0001.an estimated accuracy of +/- 6 seconds.
 AH0001
 AH0001.The orthometric height was determined by differential leveling
 AH0001.and adjusted by the National Geodetic Survey in June 1991..
 AH0001
 AH0001.The geoid height was determined by GEOID03.
 AH0001
 AH0001.The dynamic height is computed by dividing the NAVD 88
 AH0001.geopotential number by the normal gravity value computed on the
 AH0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0001.degrees latitude (g = 980.6199 gals.).
 AH0001
 AH0001.The modeled gravity was interpolated from observed gravity values.
 AH0001
 AH0001;                    North         East    Units  Estimated Accuracy
 AH0001;SPC TX S     - 5,257,800.      393,760.      MT  (+/- 180 meters Scaled)
 AH0001
 AH0001                          SUPERSEDED SURVEY CONTROL
 AH0001
 AH0001  NGVD 29 (??/??/92)   15.921  (m)           52.23   (f) ADJ UNCH    1 1
 AH0001
 AH0001.Superseded values are not recommended for survey control.
 AH0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0001.See file dsdata.txt to determine how the superseded data were derived.
 AH0001
 AH0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR428969(NAD 83)
 AH0001_MARKER: DB = BENCH MARK DISK
 AH0001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0001_SP_SET: STAINLESS STEEL ROD
 AH0001_STAMPING: Z 1272 1978
 AH0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0001
 AH0001  HISTORY     - Date     Condition        Report By
 AH0001  HISTORY     - 1978     MONUMENTED       NGS
 AH0001  HISTORY     - 19960727 GOOD             USPSQD
 AH0001
 AH0001                          STATION DESCRIPTION
 AH0001
 AH0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0001'3.4 MI NE FROM ODEM.
 AH0001'3.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AH0001'RAILROAD STATION IN ODEM, 40 FEET SOUTHEAST OF THE CENTER OF THE
 AH0001'NORTH BOUND LANE OF U. S. HIGHWAY 77, 27 FEET NORTHEAST 0F THE CENTER
 AH0001'OF THE RAILROAD TRACK AND 1 FOOT SOUTHWEST OF MILE POLE 158.
 AH0001
 AH0001                          STATION RECOVERY (1996)
 AH0001
 AH0001'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1869 ***********************************************************************
 AN1869  DESIGNATION -  Z 1273
 AN1869  PID         -  AN1869
 AN1869  STATE/COUNTY-  TX/SAN PATRICIO
 AN1869  USGS QUAD   -  SINTON WEST (1979)
 AN1869
 AN1869                         *CURRENT SURVEY CONTROL
 AN1869  ___________________________________________________________________
 AN1869* NAD 83(1986)-  28 01 27.     (N)    097 31 07.     (W)     SCALED    
 AN1869* NAVD 88     -        16.010  (meters)      52.53   (feet)  ADJUSTED  
 AN1869  ___________________________________________________________________
 AN1869  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1869  DYNAMIC HT  -          15.986 (meters)      52.45  (feet)  COMP
 AN1869  MODELED GRAV-     979,132.9   (mgal)                       NAVD 88
 AN1869
 AN1869  VERT ORDER  -  FIRST     CLASS I
 AN1869
 AN1869.The horizontal coordinates were scaled from a topographic map and have
 AN1869.an estimated accuracy of +/- 6 seconds.
 AN1869
 AN1869.The orthometric height was determined by differential leveling
 AN1869.and adjusted by the National Geodetic Survey in June 1991..
 AN1869
 AN1869.The geoid height was determined by GEOID03.
 AN1869
 AN1869.The dynamic height is computed by dividing the NAVD 88
 AN1869.geopotential number by the normal gravity value computed on the
 AN1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1869.degrees latitude (g = 980.6199 gals.).
 AN1869
 AN1869.The modeled gravity was interpolated from observed gravity values.
 AN1869
 AN1869;                    North         East    Units  Estimated Accuracy
 AN1869;SPC TX S     - 5,261,580.      396,510.      MT  (+/- 180 meters Scaled)
 AN1869
 AN1869                          SUPERSEDED SURVEY CONTROL
 AN1869
 AN1869  NGVD 29 (??/??/92)   16.190  (m)           53.12   (f) ADJ UNCH    1 1
 AN1869
 AN1869.Superseded values are not recommended for survey control.
 AN1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1869.See file dsdata.txt to determine how the superseded data were derived.
 AN1869
 AN1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS456007(NAD 83)
 AN1869_MARKER: DB = BENCH MARK DISK
 AN1869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1869_SP_SET: HEADWALL
 AN1869_STAMPING: Z 1273 1978
 AN1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1869
 AN1869  HISTORY     - Date     Condition        Report By
 AN1869  HISTORY     - 1978     MONUMENTED       NGS
 AN1869  HISTORY     - 1981     GOOD             NGS
 AN1869  HISTORY     - 19950610 GOOD             USPSQD
 AN1869
 AN1869                          STATION DESCRIPTION
 AN1869
 AN1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1869'1.1 MI SOUTH FROM SINTON.
 AN1869'1.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JUNCTION
 AN1869'OF U. S. HIGHWAY 181 IN SINTON, AT TRESTLE 160.9, 2 POLES SOUTH
 AN1869'OF MILE POLE 161, SET IN THE TOP OF AND 1 FOOT SOUTHWEST OF THE NORTH
 AN1869'EAST END OF THE SOUTHEAST HEADWALL OF A MULTI-BOX CULVERT UNDER U. S.
 AN1869'HIGHWAY 77, 22 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 AN1869
 AN1869                          STATION RECOVERY (1981)
 AN1869
 AN1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1869'RECOVERED IN GOOD CONDITION.
 AN1869
 AN1869                          STATION RECOVERY (1995)
 AN1869
 AN1869'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1838 ***********************************************************************
 AN1838  DESIGNATION -  Z 1274
 AN1838  PID         -  AN1838
 AN1838  STATE/COUNTY-  TX/REFUGIO
 AN1838  USGS QUAD   -  VIDAURRI (1978)
 AN1838
 AN1838                         *CURRENT SURVEY CONTROL
 AN1838  ___________________________________________________________________
 AN1838* NAD 83(1986)-  28 26 27.     (N)    097 08 07.     (W)     SCALED    
 AN1838* NAVD 88     -        21.541  (meters)      70.67   (feet)  ADJUSTED  
 AN1838  ___________________________________________________________________
 AN1838  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1838  DYNAMIC HT  -          21.510 (meters)      70.57  (feet)  COMP
 AN1838  MODELED GRAV-     979,165.5   (mgal)                       NAVD 88
 AN1838
 AN1838  VERT ORDER  -  FIRST     CLASS I
 AN1838
 AN1838.The horizontal coordinates were scaled from a topographic map and have
 AN1838.an estimated accuracy of +/- 6 seconds.
 AN1838
 AN1838.The orthometric height was determined by differential leveling
 AN1838.and adjusted by the National Geodetic Survey in June 1991..
 AN1838
 AN1838.The geoid height was determined by GEOID03.
 AN1838
 AN1838.The dynamic height is computed by dividing the NAVD 88
 AN1838.geopotential number by the normal gravity value computed on the
 AN1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1838.degrees latitude (g = 980.6199 gals.).
 AN1838
 AN1838.The modeled gravity was interpolated from observed gravity values.
 AN1838
 AN1838;                    North         East    Units  Estimated Accuracy
 AN1838;SPC TXSC     - 4,068,790.      782,660.      MT  (+/- 180 meters Scaled)
 AN1838
 AN1838                          SUPERSEDED SURVEY CONTROL
 AN1838
 AN1838  NGVD 29 (??/??/92)   21.688  (m)           71.15   (f) ADJ UNCH    1 1
 AN1838
 AN1838.Superseded values are not recommended for survey control.
 AN1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1838.See file dsdata.txt to determine how the superseded data were derived.
 AN1838
 AN1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS826474(NAD 83)
 AN1838_MARKER: DB = BENCH MARK DISK
 AN1838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1838_SP_SET: HEADWALL
 AN1838_STAMPING: Z 1274 1978
 AN1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1838
 AN1838  HISTORY     - Date     Condition        Report By
 AN1838  HISTORY     - 1978     MONUMENTED       NGS
 AN1838  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1838
 AN1838                          STATION DESCRIPTION
 AN1838
 AN1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1838'14.3 MI NE FROM REFUGIO.
 AN1838'14.3 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1838'REFUGIO, SET IN THE TOP AND 0.8 FT SOUTHWEST OF THE NORTHEAST END
 AN1838'OF THE NORTHWEST CONCRETE HEADWALL OF A MULTI-BOX CULVERT, 20 FT
 AN1838'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 AN1838
 AN1838                          STATION RECOVERY (1994)
 AN1838
 AN1838'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2432 ***********************************************************************
 AN2432  DESIGNATION -  Z 1274 RESET
 AN2432  PID         -  AN2432
 AN2432  STATE/COUNTY-  TX/REFUGIO
 AN2432  USGS QUAD   -  VIDAURRI (1978)
 AN2432
 AN2432                         *CURRENT SURVEY CONTROL
 AN2432  ___________________________________________________________________
 AN2432* NAD 83(1986)-  28 26 27.     (N)    097 08 07.     (W)     SCALED    
 AN2432* NAVD 88     -        21.36   (meters)      70.1    (feet)  RESET     
 AN2432  ___________________________________________________________________
 AN2432  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN2432
 AN2432  VERT ORDER  -  THIRD
 AN2432
 AN2432.The horizontal coordinates were scaled from a topographic map and have
 AN2432.an estimated accuracy of +/- 6 seconds.
 AN2432
 AN2432.The orthometric height was computed from unverified reset data.
 AN2432
 AN2432.The geoid height was determined by GEOID03.
 AN2432
 AN2432;                    North         East    Units  Estimated Accuracy
 AN2432;SPC TXSC     - 4,068,790.      782,660.      MT  (+/- 180 meters Scaled)
 AN2432
 AN2432                          SUPERSEDED SURVEY CONTROL
 AN2432
 AN2432  NGVD 29 (01/29/03)   21.51   (m)           70.6    (f) RESET       3  
 AN2432
 AN2432.Superseded values are not recommended for survey control.
 AN2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2432.See file dsdata.txt to determine how the superseded data were derived.
 AN2432
 AN2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS826474(NAD 83)
 AN2432_MARKER: DV = VERTICAL CONTROL DISK
 AN2432_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2432_SP_SET: HEADWALL
 AN2432_STAMPING: Z 1274 RESET 1985
 AN2432_MARK LOGO: NGS   
 AN2432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2432+STABILITY: SURFACE MOTION
 AN2432
 AN2432  HISTORY     - Date     Condition        Report By
 AN2432  HISTORY     - 1985     MONUMENTED       TXHD
 AN2432  HISTORY     - 19940716 GOOD             USPSQD
 AN2432
 AN2432                          STATION DESCRIPTION
 AN2432
 AN2432'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1985
 AN2432'14.3 MILES (23.0 KM) NORTHEAST ALONG US HIGHWAY 77 FROM THE COURTHOUSE
 AN2432'AT REFUGIO, IN THE NORTHWEST CORNER OF MULTI-BOX CULVERT, 25.5 FEET
 AN2432'(7.8 M) NORTHWEST OF SOUTHBOUND LANE STATION 1523+77, 1 FOOT (0.3 M)
 AN2432'BELOW HIGHWAY.
 AN2432
 AN2432                          STATION RECOVERY (1994)
 AN2432
 AN2432'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1927 ***********************************************************************
 AW1927  DESIGNATION -  Z 1276
 AW1927  PID         -  AW1927
 AW1927  STATE/COUNTY-  TX/HARRIS
 AW1927  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1927
 AW1927                         *CURRENT SURVEY CONTROL
 AW1927  ___________________________________________________________________
 AW1927* NAD 83(1986)-  29 34 40.     (N)    095 09 20.     (W)     SCALED    
 AW1927* NAVD 88     -         7.483  (meters)      24.55   (feet)  ADJUSTED  
 AW1927  ___________________________________________________________________
 AW1927  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW1927  DYNAMIC HT  -           7.473 (meters)      24.52  (feet)  COMP
 AW1927  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AW1927
 AW1927  VERT ORDER  -  FIRST     CLASS II
 AW1927
 AW1927.The horizontal coordinates were scaled from a topographic map and have
 AW1927.an estimated accuracy of +/- 6 seconds.
 AW1927
 AW1927.The orthometric height was determined by differential leveling
 AW1927.and adjusted by the National Geodetic Survey in June 1991..
 AW1927
 AW1927.The geoid height was determined by GEOID03.
 AW1927
 AW1927.The dynamic height is computed by dividing the NAVD 88
 AW1927.geopotential number by the normal gravity value computed on the
 AW1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1927.degrees latitude (g = 980.6199 gals.).
 AW1927
 AW1927.The modeled gravity was interpolated from observed gravity values.
 AW1927
 AW1927;                    North         East    Units  Estimated Accuracy
 AW1927;SPC TXSC     - 4,199,450.      972,380.      MT  (+/- 180 meters Scaled)
 AW1927
 AW1927                          SUPERSEDED SURVEY CONTROL
 AW1927
 AW1927  NGVD 29 (12/23/87)    7.480  (m)           24.54   (f) ADJUSTED    1 2
 AW1927
 AW1927.Superseded values are not recommended for survey control.
 AW1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1927.See file dsdata.txt to determine how the superseded data were derived.
 AW1927
 AW1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN912739(NAD 83)
 AW1927_MARKER: I = METAL ROD
 AW1927_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1927_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1927_STAMPING: Z 1276 1978
 AW1927_MARK LOGO: NGS   
 AW1927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1927+STABILITY: POSITION/ELEVATION WELL
 AW1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1927+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AW1927
 AW1927  HISTORY     - Date     Condition        Report By
 AW1927  HISTORY     - 1978     MONUMENTED       NGS
 AW1927  HISTORY     - 1981     GOOD             NGS
 AW1927  HISTORY     - 1985     GOOD             USPSQD
 AW1927  HISTORY     - 1986     GOOD             NGS
 AW1927  HISTORY     - 1987     GOOD             USPSQD
 AW1927  HISTORY     - 1987     GOOD             USPSQD
 AW1927  HISTORY     - 1987     GOOD             USPSQD
 AW1927  HISTORY     - 1987     GOOD             USPSQD
 AW1927  HISTORY     - 1987     GOOD             USPSQD
 AW1927  HISTORY     - 1987     GOOD             USPSQD
 AW1927  HISTORY     - 1987     GOOD             USPSQD
 AW1927  HISTORY     - 1987     GOOD             USPSQD
 AW1927  HISTORY     - 1987     GOOD             USPSQD
 AW1927  HISTORY     - 1987     GOOD             USPSQD
 AW1927  HISTORY     - 19870120 GOOD             USPSQD
 AW1927  HISTORY     - 19870120 GOOD             USPSQD
 AW1927  HISTORY     - 19870413 GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1988     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 1989     GOOD             USPSQD
 AW1927  HISTORY     - 198902   GOOD             USPSQD
 AW1927  HISTORY     - 1990     GOOD             USPSQD
 AW1927  HISTORY     - 1990     GOOD             USPSQD
 AW1927  HISTORY     - 19940219 GOOD             USPSQD
 AW1927  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1927  HISTORY     - 20050829 GOOD             USPSQD
 AW1927
 AW1927                          STATION DESCRIPTION
 AW1927
 AW1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1927'3.5 MI NW FROM WEBSTER.
 AW1927'ABOUT 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1927'OF NASA 1 HIGHWAY IN WEBSTER, 350 FEET NORTHWEST OF J 1275, 84.5
 AW1927'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET SOUTHWEST
 AW1927'OF THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND HENDERSON
 AW1927'RAILROAD.  THE SLEEVE IS 20 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1927
 AW1927                          STATION RECOVERY (1981)
 AW1927
 AW1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1985)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1986)
 AW1927
 AW1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1987)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1988)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (SNG)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1989)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1990)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1990)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (1994)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1927'RECOVERED IN GOOD CONDITION.
 AW1927
 AW1927                          STATION RECOVERY (2001)
 AW1927
 AW1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1927'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1927
 AW1927                          STATION RECOVERY (2005)
 AW1927
 AW1927'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1927'GOOD CONDITION. FOUND AS DESCRIBED. N29 34 41.2 W095 09 18.5. LEFT A
 AW1927'12 INCH WIDE HOLE 6 INCHES DEEP IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2027 ***********************************************************************
 AW2027  DESIGNATION -  Z 1277
 AW2027  PID         -  AW2027
 AW2027  STATE/COUNTY-  TX/BRAZORIA
 AW2027  USGS QUAD   -  JULIFF (1974)
 AW2027
 AW2027                         *CURRENT SURVEY CONTROL
 AW2027  ___________________________________________________________________
 AW2027* NAD 83(1986)-  29 28 46.     (N)    095 24 13.     (W)     SCALED    
 AW2027* NAVD 88     -        16.893  (meters)      55.42   (feet)  ADJUSTED  
 AW2027  ___________________________________________________________________
 AW2027  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW2027  DYNAMIC HT  -          16.870 (meters)      55.35  (feet)  COMP
 AW2027  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 AW2027
 AW2027  VERT ORDER  -  FIRST     CLASS II
 AW2027
 AW2027.The horizontal coordinates were scaled from a topographic map and have
 AW2027.an estimated accuracy of +/- 6 seconds.
 AW2027
 AW2027.The orthometric height was determined by differential leveling
 AW2027.and adjusted by the National Geodetic Survey in June 1991..
 AW2027
 AW2027.The geoid height was determined by GEOID03.
 AW2027
 AW2027.The dynamic height is computed by dividing the NAVD 88
 AW2027.geopotential number by the normal gravity value computed on the
 AW2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2027.degrees latitude (g = 980.6199 gals.).
 AW2027
 AW2027.The modeled gravity was interpolated from observed gravity values.
 AW2027
 AW2027;                    North         East    Units  Estimated Accuracy
 AW2027;SPC TXSC     - 4,187,800.      948,700.      MT  (+/- 180 meters Scaled)
 AW2027
 AW2027                          SUPERSEDED SURVEY CONTROL
 AW2027
 AW2027  NGVD 29 (12/23/87)   16.890  (m)           55.41   (f) ADJUSTED    1 2
 AW2027
 AW2027.Superseded values are not recommended for survey control.
 AW2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2027.See file dsdata.txt to determine how the superseded data were derived.
 AW2027
 AW2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN669635(NAD 83)
 AW2027_MARKER: DB = BENCH MARK DISK
 AW2027_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2027_SP_SET: BRIDGE COLUMN
 AW2027_STAMPING: Z 1277 1978
 AW2027_MARK LOGO: NGS   
 AW2027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW2027+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AW2027
 AW2027  HISTORY     - Date     Condition        Report By
 AW2027  HISTORY     - 1978     MONUMENTED       NGS
 AW2027  HISTORY     - 1987     GOOD             USPSQD
 AW2027  HISTORY     - 1987     GOOD             NGS
 AW2027  HISTORY     - 1990     GOOD             USPSQD
 AW2027  HISTORY     - 20020606 GOOD             LOCSUR
 AW2027  HISTORY     - 20050112 GOOD             LJA
 AW2027
 AW2027                          STATION DESCRIPTION
 AW2027
 AW2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2027'3.0 MI WEST FROM MANVEL.
 AW2027'ABOUT 3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW2027'FROM THE MASTERS STREET CROSSING IN MANVEL, SET VERTICALL IN THE NORTH
 AW2027'1 OF 3 PILLARS OF THE STATE HIGHWAY 288 OVERPASS, 92 FEET EAST AND
 AW2027'ACROSS THE TRACKS FROM A TELEPHONE POLE, 70 FEET SOUTHEAST OF MILE
 AW2027'POST 39, AND 36 FEET NORTH OF THE NORTH RAIL.
 AW2027
 AW2027                          STATION RECOVERY (1987)
 AW2027
 AW2027'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2027'RECOVERED IN GOOD CONDITION.
 AW2027
 AW2027                          STATION RECOVERY (1987)
 AW2027
 AW2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2027'RECOVERED IN GOOD CONDITION.
 AW2027
 AW2027                          STATION RECOVERY (1990)
 AW2027
 AW2027'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPO)
 AW2027'RECOVERED IN GOOD CONDITION.
 AW2027
 AW2027                          STATION RECOVERY (2002)
 AW2027
 AW2027'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (JMD)
 AW2027'MARK IS SET IN THE SOUTHWEST FACE OF THE NORTHWEST COLUMN OF THE FIRST
 AW2027'BENT NORTHEAST OF TRACKS FOR OVERPASS FOR SOUTHBOUND LANE OF STATE
 AW2027'HIGHWAY 288.
 AW2027
 AW2027                          STATION RECOVERY (2005)
 AW2027
 AW2027'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2376 ***********************************************************************
 AW2376  DESIGNATION -  Z 1278
 AW2376  PID         -  AW2376
 AW2376  STATE/COUNTY-  TX/FORT BEND
 AW2376  USGS QUAD   -  SUGAR LAND (1995)
 AW2376
 AW2376                         *CURRENT SURVEY CONTROL
 AW2376  ___________________________________________________________________
 AW2376* NAD 83(1986)-  29 36 33.     (N)    095 38 06.     (W)     SCALED    
 AW2376* NAVD 88     -        23.12   (+/-2cm)      75.9    (feet)  VERTCON   
 AW2376  ___________________________________________________________________
 AW2376  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2376
 AW2376  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2376
 AW2376.The horizontal coordinates were scaled from a topographic map and have
 AW2376.an estimated accuracy of +/- 6 seconds.
 AW2376
 AW2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2376.The vertical order pertains to the NGVD 29 superseded value.
 AW2376
 AW2376.The geoid height was determined by GEOID03.
 AW2376
 AW2376;                    North         East    Units  Estimated Accuracy
 AW2376;SPC TXSC     - 4,201,500.      925,860.      MT  (+/- 180 meters Scaled)
 AW2376
 AW2376                          SUPERSEDED SURVEY CONTROL
 AW2376
 AW2376  NGVD 29 (??/??/92)   23.118  (m)           75.85   (f) ADJ UNCH    1 2
 AW2376
 AW2376.Superseded values are not recommended for survey control.
 AW2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2376.See file dsdata.txt to determine how the superseded data were derived.
 AW2376
 AW2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN448783(NAD 83)
 AW2376_MARKER: DB = BENCH MARK DISK
 AW2376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2376_SP_SET: STAINLESS STEEL ROD
 AW2376_STAMPING: Z 1278 1978
 AW2376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2376
 AW2376  HISTORY     - Date     Condition        Report By
 AW2376  HISTORY     - 1978     MONUMENTED       NGS
 AW2376  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2376  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2376
 AW2376                          STATION DESCRIPTION
 AW2376
 AW2376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2376'0.8 MI SOUTH FROM SUGAR LAND.
 AW2376'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION
 AW2376'OF U.S. HIGHWAY 90 ALTERNATE IN SUGAR LAND, ALSO, ABOUT 0.1 MILE NORTH
 AW2376'A CANAL BETWEEN BROOKS AND CHAR LAKES 267 FEET SOUTH OF THE CENTER-
 AW2376'LINE OF DOGWOOD STREET, 48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 AW2376'AND 2.5 FEET NORTH OF POWER POLE NUMBER 1.
 AW2376
 AW2376                          STATION RECOVERY (1986)
 AW2376
 AW2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2376'NOT RECOVERED.
 AW2376
 AW2376                          STATION RECOVERY (1993)
 AW2376
 AW2376'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2149 ***********************************************************************
 AW2149  DESIGNATION -  Z 1279
 AW2149  PID         -  AW2149
 AW2149  STATE/COUNTY-  TX/FORT BEND
 AW2149  USGS QUAD   -  CLODINE (1995)
 AW2149
 AW2149                         *CURRENT SURVEY CONTROL
 AW2149  ___________________________________________________________________
 AW2149* NAD 83(1986)-  29 42 15.     (N)    095 43 55.     (W)     SCALED    
 AW2149* NAVD 88     -        29.192  (meters)      95.77   (feet)  ADJUSTED  
 AW2149  ___________________________________________________________________
 AW2149  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2149  DYNAMIC HT  -          29.152 (meters)      95.64  (feet)  COMP
 AW2149  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 AW2149
 AW2149  VERT ORDER  -  FIRST     CLASS II
 AW2149
 AW2149.The horizontal coordinates were scaled from a topographic map and have
 AW2149.an estimated accuracy of +/- 6 seconds.
 AW2149
 AW2149.The orthometric height was determined by differential leveling
 AW2149.and adjusted by the National Geodetic Survey in June 1991..
 AW2149
 AW2149.The geoid height was determined by GEOID03.
 AW2149
 AW2149.The dynamic height is computed by dividing the NAVD 88
 AW2149.geopotential number by the normal gravity value computed on the
 AW2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2149.degrees latitude (g = 980.6199 gals.).
 AW2149
 AW2149.The modeled gravity was interpolated from observed gravity values.
 AW2149
 AW2149;                    North         East    Units  Estimated Accuracy
 AW2149;SPC TXSC     - 4,211,760.      916,180.      MT  (+/- 180 meters Scaled)
 AW2149
 AW2149                          SUPERSEDED SURVEY CONTROL
 AW2149
 AW2149  NGVD 29 (12/23/87)   29.186  (m)           95.75   (f) ADJUSTED    1 2
 AW2149
 AW2149.Superseded values are not recommended for survey control.
 AW2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2149.See file dsdata.txt to determine how the superseded data were derived.
 AW2149
 AW2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN356891(NAD 83)
 AW2149_MARKER: DB = BENCH MARK DISK
 AW2149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2149_SP_SET: STAINLESS STEEL ROD
 AW2149_STAMPING: Z 1279 1978
 AW2149_MARK LOGO: NGS   
 AW2149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2149
 AW2149  HISTORY     - Date     Condition        Report By
 AW2149  HISTORY     - 1978     MONUMENTED       NGS
 AW2149  HISTORY     - 1986     GOOD             NGS
 AW2149  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2149  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2149  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2149
 AW2149                          STATION DESCRIPTION
 AW2149
 AW2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2149'2.6 MI WEST FROM CLODINE.
 AW2149'ABOUT 0.2 MILE WEST ALONG ALIEF ROAD, FROM THE JUNCTION OF FARM
 AW2149'ROAD 1464 IN CLODINE, AND THENCE 2.4 MILES WEST ALONG FARM ROAD
 AW2149'1093, 58 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20.5 FEET WEST
 AW2149'OF THE CENTERLINE OF A FIELD ROAD WITH A WIRE GATE, 7 FEET WEST OF
 AW2149'A POWER POLE, AND 1.5 FEET SOUTH OF A FENCE.
 AW2149
 AW2149                          STATION RECOVERY (1986)
 AW2149
 AW2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2149'RECOVERED IN GOOD CONDITION.
 AW2149
 AW2149                          STATION RECOVERY (1994)
 AW2149
 AW2149'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2149'MARK NOT FOUND.
 AW2149
 AW2149                          STATION RECOVERY (1998)
 AW2149
 AW2149'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2149'MARK NOT FOUND.
 AW2149
 AW2149                          STATION RECOVERY (2004)
 AW2149
 AW2149'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0079 ***********************************************************************
 AE0079  DESIGNATION -  Z 128
 AE0079  PID         -  AE0079
 AE0079  STATE/COUNTY-  TX/JIM HOGG
 AE0079  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0079
 AE0079                         *CURRENT SURVEY CONTROL
 AE0079  ___________________________________________________________________
 AE0079* NAD 83(1986)-  26 56 03.     (N)    098 29 34.     (W)     SCALED    
 AE0079* NAVD 88     -        98.319  (meters)     322.57   (feet)  ADJUSTED  
 AE0079  ___________________________________________________________________
 AE0079  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AE0079  DYNAMIC HT  -          98.160 (meters)     322.05  (feet)  COMP
 AE0079  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 AE0079
 AE0079  VERT ORDER  -  SECOND    CLASS 0
 AE0079
 AE0079.The horizontal coordinates were scaled from a topographic map and have
 AE0079.an estimated accuracy of +/- 6 seconds.
 AE0079
 AE0079.The orthometric height was determined by differential leveling
 AE0079.and adjusted by the National Geodetic Survey in June 1991..
 AE0079
 AE0079.The geoid height was determined by GEOID03.
 AE0079
 AE0079.The dynamic height is computed by dividing the NAVD 88
 AE0079.geopotential number by the normal gravity value computed on the
 AE0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0079.degrees latitude (g = 980.6199 gals.).
 AE0079
 AE0079.The modeled gravity was interpolated from observed gravity values.
 AE0079
 AE0079;                    North         East    Units  Estimated Accuracy
 AE0079;SPC TX S     - 5,140,430.      300,720.      MT  (+/- 180 meters Scaled)
 AE0079
 AE0079                          SUPERSEDED SURVEY CONTROL
 AE0079
 AE0079  NGVD 29 (??/??/92)   98.367  (m)          322.73   (f) ADJ UNCH    2 0
 AE0079
 AE0079.Superseded values are not recommended for survey control.
 AE0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0079.See file dsdata.txt to determine how the superseded data were derived.
 AE0079
 AE0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ503792(NAD 83)
 AE0079_MARKER: DB = BENCH MARK DISK
 AE0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0079_STAMPING: Z-128 1933
 AE0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0079+STABILITY: SURFACE MOTION
 AE0079
 AE0079  HISTORY     - Date     Condition        Report By
 AE0079  HISTORY     - 1933     MONUMENTED       CGS
 AE0079  HISTORY     - 1934     GOOD             NGS
 AE0079
 AE0079                          STATION DESCRIPTION
 AE0079
 AE0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AE0079'30.7 MI SE FROM HEBBRONVILLE.
 AE0079'8.4 MILES SOUTH OF ALTA VISTA AND 13.8 MILES NORTH OF SANTA ELENA,
 AE0079'ALONG HEBBRONVILLE - ALTA VISTA - RIO GRANDE CITY ROAD 8.22 MILES
 AE0079'NORTH OF PARTICION RANCHO.  3 FEET NORTH OF FENCE POST BRACED TO WEST
 AE0079'WITH WIRE AND 12 FEET EAST OF CENTER OF GATE ACROSS THE ROAD.
 AE0079
 AE0079                          STATION RECOVERY (1934)
 AE0079
 AE0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AE0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1806 ***********************************************************************
 AW1806  DESIGNATION -  Z 1281
 AW1806  PID         -  AW1806
 AW1806  STATE/COUNTY-  TX/HARRIS
 AW1806  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1806
 AW1806                         *CURRENT SURVEY CONTROL
 AW1806  ___________________________________________________________________
 AW1806* NAD 83(1986)-  29 52 29.     (N)    095 33 47.     (W)     SCALED    
 AW1806* NAVD 88     -        32.472  (meters)     106.54   (feet)  ADJUSTED  
 AW1806  ___________________________________________________________________
 AW1806  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW1806  DYNAMIC HT  -          32.428 (meters)     106.39  (feet)  COMP
 AW1806  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 AW1806
 AW1806  VERT ORDER  -  FIRST     CLASS II
 AW1806
 AW1806.The horizontal coordinates were scaled from a topographic map and have
 AW1806.an estimated accuracy of +/- 6 seconds.
 AW1806
 AW1806.The orthometric height was determined by differential leveling
 AW1806.and adjusted by the National Geodetic Survey in June 1991..
 AW1806
 AW1806.The geoid height was determined by GEOID03.
 AW1806
 AW1806.The dynamic height is computed by dividing the NAVD 88
 AW1806.geopotential number by the normal gravity value computed on the
 AW1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1806.degrees latitude (g = 980.6199 gals.).
 AW1806
 AW1806.The modeled gravity was interpolated from observed gravity values.
 AW1806
 AW1806;                    North         East    Units  Estimated Accuracy
 AW1806;SPC TXSC     - 4,231,120.      931,960.      MT  (+/- 180 meters Scaled)
 AW1806
 AW1806                          SUPERSEDED SURVEY CONTROL
 AW1806
 AW1806  NGVD 29 (12/23/87)   32.466  (m)          106.52   (f) ADJUSTED    1 2
 AW1806
 AW1806.Superseded values are not recommended for survey control.
 AW1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1806.See file dsdata.txt to determine how the superseded data were derived.
 AW1806
 AW1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP524076(NAD 83)
 AW1806_MARKER: DB = BENCH MARK DISK
 AW1806_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1806_SP_SET: STAINLESS STEEL ROD
 AW1806_STAMPING: Z 1281 1978
 AW1806_MARK LOGO: NGS   
 AW1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1806
 AW1806  HISTORY     - Date     Condition        Report By
 AW1806  HISTORY     - 1978     MONUMENTED       NGS
 AW1806  HISTORY     - 1986     GOOD             NGS
 AW1806  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 AW1806
 AW1806                          STATION DESCRIPTION
 AW1806
 AW1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1806'1.7 MI NW FROM FAIRBANKS.
 AW1806'ABOUT 1.7 MILES NORTHWEST ALONG HEMPSTEAD ROAD FROM THE POST OFFICE
 AW1806'IN FAIRBANKS, SET AT A POWERLINE CROSSING THE ROAD, 0.05 MILE SOUTH-
 AW1806'EAST OF AN ACCESS ROAD TO HIGHWAY 290 WEST, 59 FEET NORTHWEST OF THE
 AW1806'EXTENDED CENTERLINE OF A PAVED ROAD LEADING EAST, 52 FEET NORTHEAST
 AW1806'OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACKS, 28.5
 AW1806'FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF HEMPSTEAD
 AW1806'ROAD, AND 1.2 FEET NORTHWEST OF A POWER POLE FOR THE LINE CROSSING
 AW1806'THAT HAS A DOUBLE GUY WIRE.
 AW1806
 AW1806                          STATION RECOVERY (1986)
 AW1806
 AW1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1806'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.7 KM (1.7 MI)
 AW1806'NORTHWESTERLY ALONG HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1806'FAIRBANKS.
 AW1806
 AW1806                          STATION RECOVERY (1996)
 AW1806
 AW1806'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2394 ***********************************************************************
 BY2394  DESIGNATION -  Z 1283
 BY2394  PID         -  BY2394
 BY2394  STATE/COUNTY-  TX/SHELBY
 BY2394  USGS QUAD   -  NEUVILLE (1984)
 BY2394
 BY2394                         *CURRENT SURVEY CONTROL
 BY2394  ___________________________________________________________________
 BY2394* NAD 83(1986)-  31 41 21.     (N)    094 09 56.     (W)     SCALED    
 BY2394* NAVD 88     -       134.114  (meters)     440.01   (feet)  ADJUSTED  
 BY2394  ___________________________________________________________________
 BY2394  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY2394  DYNAMIC HT  -         133.953 (meters)     439.48  (feet)  COMP
 BY2394  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 BY2394
 BY2394  VERT ORDER  -  FIRST     CLASS II
 BY2394
 BY2394.The horizontal coordinates were scaled from a topographic map and have
 BY2394.an estimated accuracy of +/- 6 seconds.
 BY2394
 BY2394.The orthometric height was determined by differential leveling
 BY2394.and adjusted by the National Geodetic Survey in June 1991..
 BY2394
 BY2394.The geoid height was determined by GEOID03.
 BY2394
 BY2394.The dynamic height is computed by dividing the NAVD 88
 BY2394.geopotential number by the normal gravity value computed on the
 BY2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2394.degrees latitude (g = 980.6199 gals.).
 BY2394
 BY2394.The modeled gravity was interpolated from observed gravity values.
 BY2394
 BY2394;                    North         East    Units  Estimated Accuracy
 BY2394;SPC TX C     - 3,240,420.    1,284,440.      MT  (+/- 180 meters Scaled)
 BY2394
 BY2394                          SUPERSEDED SURVEY CONTROL
 BY2394
 BY2394  NGVD 29 (??/??/??)  134.151  (m)          440.13   (f) ADJUSTED    1 2
 BY2394
 BY2394.Superseded values are not recommended for survey control.
 BY2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2394.See file dsdata.txt to determine how the superseded data were derived.
 BY2394
 BY2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR895065(NAD 83)
 BY2394_MARKER: DB = BENCH MARK DISK
 BY2394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2394_SP_SET: STAINLESS STEEL ROD
 BY2394_STAMPING: Z 1283 1979
 BY2394_PROJECTION: FLUSH
 BY2394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2394_ROD/PIPE-DEPTH: 3.05 meters
 BY2394
 BY2394  HISTORY     - Date     Condition        Report By
 BY2394  HISTORY     - 1979     MONUMENTED       NGS
 BY2394
 BY2394                          STATION DESCRIPTION
 BY2394
 BY2394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2394'8.8 MI SOUTH FROM CENTER.
 BY2394'8.8 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2394'HIGHWAY 87 IN CENTER, ALSO 11.4 MILES NORTH ALONG U.S. HIGHWAY 96 FROM
 BY2394'THE JUNCTION OF STATE HIGHWAY 21 IN SAN AUGUSTINE, AT A METAL GATE
 BY2394'AND A TRACK ROAD LEADING EAST INTO THE WOODS, 60.0 FT. EAST OF THE
 BY2394'CENTERLINE OF THE HIGHWAY, 18.0 FT. SOUTH OF A DOUBLE-TRUNKED MAPLE
 BY2394'TREE, 12.0 FT. NORTH OF THE CENTER OF THE METAL GATE, 1.0 FT. WEST
 BY2394'OF A FENCE LINE, 5.0 FT. NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER.
 BY2394'NOTE-AN EXHAUSTIVE EFFORT WAS USED TO GET MORE DEPTH ON THE ROD.
 BY2394'DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2394'PLASTIC SCREW PLUG.
 BY2394'THE MARK IS 1.5 FT  SW FROM A WITNESS POST.
 BY2394'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2515 ***********************************************************************
 BY2515  DESIGNATION -  Z 1284
 BY2515  PID         -  BY2515
 BY2515  STATE/COUNTY-  TX/NACOGDOCHES
 BY2515  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2515
 BY2515                         *CURRENT SURVEY CONTROL
 BY2515  ___________________________________________________________________
 BY2515* NAD 83(1986)-  31 42 33.     (N)    094 43 26.     (W)     SCALED    
 BY2515* NAVD 88     -       133.339  (meters)     437.46   (feet)  ADJUSTED  
 BY2515  ___________________________________________________________________
 BY2515  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY2515  DYNAMIC HT  -         133.175 (meters)     436.93  (feet)  COMP
 BY2515  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 BY2515  OBS GRAVITY -     979,412.6   (mgal)                       GRAV_OBS
 BY2515
 BY2515  VERT ORDER  -  FIRST     CLASS II
 BY2515
 BY2515.The horizontal coordinates were scaled from a topographic map and have
 BY2515.an estimated accuracy of +/- 6 seconds.
 BY2515
 BY2515.The orthometric height was determined by differential leveling
 BY2515.and adjusted by the National Geodetic Survey in June 1991..
 BY2515
 BY2515.The geoid height was determined by GEOID03.
 BY2515
 BY2515.The dynamic height is computed by dividing the NAVD 88
 BY2515.geopotential number by the normal gravity value computed on the
 BY2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2515.degrees latitude (g = 980.6199 gals.).
 BY2515
 BY2515.The modeled gravity was interpolated from observed gravity values.
 BY2515.The observed gravity was obtained from relative gravimeter ties
 BY2515.to the IGSN71 gravity network.
 BY2515
 BY2515;                    North         East    Units  Estimated Accuracy
 BY2515;SPC TX C     - 3,239,830.    1,231,470.      MT  (+/- 180 meters Scaled)
 BY2515
 BY2515                          SUPERSEDED SURVEY CONTROL
 BY2515
 BY2515.No superseded survey control is available for this station.
 BY2515
 BY2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR366094(NAD 83)
 BY2515_MARKER: I = METAL ROD
 BY2515_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2515_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2515_STAMPING: Z 1284 1979
 BY2515_PROJECTION: FLUSH
 BY2515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2515+STABILITY: POSITION/ELEVATION WELL
 BY2515_ROD/PIPE-DEPTH: 8.84 meters
 BY2515_SLEEVE-DEPTH  : 7.32 meters
 BY2515
 BY2515  HISTORY     - Date     Condition        Report By
 BY2515  HISTORY     - 1979     MONUMENTED       NGS
 BY2515  HISTORY     - 19980919 GOOD             USPSQD
 BY2515
 BY2515                          STATION DESCRIPTION
 BY2515
 BY2515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2515'12.35 MI SE FROM CUSHING.
 BY2515'8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM
 BY2515'ROAD 225 IN CUSHING, THENCE 3.75 MILES SOUTH ALONG A GRAVEL ROAD,
 BY2515'THENCE 0.3 MILE SOUTHWEST ALONG A GRAVEL ROAD, 109.5 FT. NORTHWEST OF
 BY2515'THE NORTHWEST CORNER OF A CHURCH, 93.0 FT. WEST OF THE SOUTHEAST
 BY2515'CORNER OF A CHAIN LINK FENCE AROUND A CEMETERY, 47.5 FT. WEST OF THE
 BY2515'SOUTHWEST CORNER OF THE EDGAR AND LILLIAN DAVISE TOMBSTONE, 3.0 FT.
 BY2515'SOUTH OF A FENCE.  DATUM POINT IS 2 INCHES BELOW GROUND, ACCESS TO
 BY2515'WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2515'THE MARK IS 3 FT  S FROM A WITNESS POST.
 BY2515'THE MARK IS 2 FT ABOVE THE ROAD.
 BY2515
 BY2515                          STATION RECOVERY (1998)
 BY2515
 BY2515'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1959 ***********************************************************************
 BK1959  DESIGNATION -  Z 1285
 BK1959  PID         -  BK1959
 BK1959  STATE/COUNTY-  TX/JASPER
 BK1959  USGS QUAD   -  BUNA (1984)
 BK1959
 BK1959                         *CURRENT SURVEY CONTROL
 BK1959  ___________________________________________________________________
 BK1959* NAD 83(1986)-  30 29 31.     (N)    093 57 05.     (W)     SCALED    
 BK1959* NAVD 88     -        28.688  (meters)      94.12   (feet)  ADJUSTED  
 BK1959  ___________________________________________________________________
 BK1959  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BK1959  DYNAMIC HT  -          28.651 (meters)      94.00  (feet)  COMP
 BK1959  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BK1959
 BK1959  VERT ORDER  -  FIRST     CLASS II
 BK1959
 BK1959.The horizontal coordinates were scaled from a topographic map and have
 BK1959.an estimated accuracy of +/- 6 seconds.
 BK1959
 BK1959.The orthometric height was determined by differential leveling
 BK1959.and adjusted by the National Geodetic Survey in June 1991..
 BK1959
 BK1959.The geoid height was determined by GEOID03.
 BK1959
 BK1959.The dynamic height is computed by dividing the NAVD 88
 BK1959.geopotential number by the normal gravity value computed on the
 BK1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1959.degrees latitude (g = 980.6199 gals.).
 BK1959
 BK1959.The modeled gravity was interpolated from observed gravity values.
 BK1959
 BK1959;                    North         East    Units  Estimated Accuracy
 BK1959;SPC TX C     - 3,109,060.    1,312,330.      MT  (+/- 180 meters Scaled)
 BK1959
 BK1959                          SUPERSEDED SURVEY CONTROL
 BK1959
 BK1959  NGVD 29 (??/??/??)   28.665  (m)           94.05   (f) ADJUSTED    1 2
 BK1959
 BK1959.Superseded values are not recommended for survey control.
 BK1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1959.See file dsdata.txt to determine how the superseded data were derived.
 BK1959
 BK1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP086736(NAD 83)
 BK1959_MARKER: I = METAL ROD
 BK1959_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1959_SP_SET: STAINLESS STEEL ROD
 BK1959_STAMPING: Z 1285 1979
 BK1959_PROJECTION: FLUSH
 BK1959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1959+STABILITY: POSITION/ELEVATION WELL
 BK1959_ROD/PIPE-DEPTH: 9.14 meters
 BK1959
 BK1959  HISTORY     - Date     Condition        Report By
 BK1959  HISTORY     - 1979     MONUMENTED       NGS
 BK1959  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1959  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1959
 BK1959                          STATION DESCRIPTION
 BK1959
 BK1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1959'3.45 MI NE FROM BUNA.
 BK1959'3.45 MILES NORTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BK1959'HIGHWAY 62 IN BUNA, AT THE JUNCTION OF A DIRT ROAD LEADING WEST, 163.6
 BK1959'FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 20.0 FT. SOUTH OF THE
 BK1959'CENTERLINE OF THE DIRT ROAD, 101.0 FT. WEST OF A CORNER FENCE POST AND
 BK1959'POWERLINE POLE, 106.0 FT. EAST OF THE CENTER OF A METAL GATE, 1.0 FT.
 BK1959'NORTH OF A FENCE LINE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 BK1959'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1959'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BK1959'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BK1959
 BK1959                          STATION RECOVERY (2002)
 BK1959
 BK1959'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1959'MARK NOT FOUND.
 BK1959
 BK1959                          STATION RECOVERY (2004)
 BK1959
 BK1959'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2382 ***********************************************************************
 BX2382  DESIGNATION -  Z 1286
 BX2382  PID         -  BX2382
 BX2382  STATE/COUNTY-  TX/SABINE
 BX2382  USGS QUAD   -  PINELAND NORTH (1984)
 BX2382
 BX2382                         *CURRENT SURVEY CONTROL
 BX2382  ___________________________________________________________________
 BX2382* NAD 83(1986)-  31 18 28.     (N)    093 59 58.     (W)     SCALED    
 BX2382* NAVD 88     -        79.002  (meters)     259.19   (feet)  ADJUSTED  
 BX2382  ___________________________________________________________________
 BX2382  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BX2382  DYNAMIC HT  -          78.902 (meters)     258.86  (feet)  COMP
 BX2382  MODELED GRAV-     979,379.1   (mgal)                       NAVD 88
 BX2382
 BX2382  VERT ORDER  -  FIRST     CLASS II
 BX2382
 BX2382.The horizontal coordinates were scaled from a topographic map and have
 BX2382.an estimated accuracy of +/- 6 seconds.
 BX2382
 BX2382.The orthometric height was determined by differential leveling
 BX2382.and adjusted by the National Geodetic Survey in June 1991..
 BX2382
 BX2382.The geoid height was determined by GEOID03.
 BX2382
 BX2382.The dynamic height is computed by dividing the NAVD 88
 BX2382.geopotential number by the normal gravity value computed on the
 BX2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2382.degrees latitude (g = 980.6199 gals.).
 BX2382
 BX2382.The modeled gravity was interpolated from observed gravity values.
 BX2382
 BX2382;                    North         East    Units  Estimated Accuracy
 BX2382;SPC TX C     - 3,199,090.    1,302,570.      MT  (+/- 180 meters Scaled)
 BX2382
 BX2382                          SUPERSEDED SURVEY CONTROL
 BX2382
 BX2382  NGVD 29 (??/??/??)   79.018  (m)          259.24   (f) ADJUSTED    1 2
 BX2382
 BX2382.Superseded values are not recommended for survey control.
 BX2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2382.See file dsdata.txt to determine how the superseded data were derived.
 BX2382
 BX2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ048641(NAD 83)
 BX2382_MARKER: DB = BENCH MARK DISK
 BX2382_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2382_SP_SET: STAINLESS STEEL ROD
 BX2382_STAMPING: Z 1286 1979
 BX2382_PROJECTION: PROJECTING 3 CENTIMETERS
 BX2382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2382+STABILITY: POSITION/ELEVATION WELL
 BX2382_ROD/PIPE-DEPTH: 6.10 meters
 BX2382
 BX2382  HISTORY     - Date     Condition        Report By
 BX2382  HISTORY     - 1979     MONUMENTED       NGS
 BX2382
 BX2382                          STATION DESCRIPTION
 BX2382
 BX2382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2382'4.2 MI NNW FROM PINELAND.
 BX2382'4.2 MILES NORTH-NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF
 BX2382'FARM ROAD 83 IN PINELAND, AT A METAL GATE AND WOODS ROAD LEADING
 BX2382'EAST, ALSO 2.75 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION
 BX2382'OF STATE HIGHWAY 184 IN BRONSON, 250.0 FT. NORTH-NORTHWEST OF A
 BX2382'POWERLINE CROSSING, 105.0 FT. EAST-SOUTHEAST OF AND ACROSS THE HIGHWAY
 BX2382'FROM THE CENTER OF AN IRON GATE, 47.5 FT. EAST OF THE CENTERLINE
 BX2382'OF THE HIGHWAY, 10.0 FT. SOUTH OF THE CENTER OF A GATE, 103.0 FT.
 BX2382'EAST OF AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE, 1.0 FT. WEST
 BX2382'OF A FENCE.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BX2382'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2382'THE MARK IS 1.5 FT  NW FROM A WITNESS POST.
 BX2382'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2519 ***********************************************************************
 BY2519  DESIGNATION -  Z 1287
 BY2519  PID         -  BY2519
 BY2519  STATE/COUNTY-  TX/NACOGDOCHES
 BY2519  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2519
 BY2519                         *CURRENT SURVEY CONTROL
 BY2519  ___________________________________________________________________
 BY2519* NAD 83(1986)-  31 40 01.     (N)    094 42 20.     (W)     SCALED    
 BY2519* NAVD 88     -       130.911  (meters)     429.50   (feet)  ADJUSTED  
 BY2519  ___________________________________________________________________
 BY2519  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY2519  DYNAMIC HT  -         130.750 (meters)     428.97  (feet)  COMP
 BY2519  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 BY2519
 BY2519  VERT ORDER  -  FIRST     CLASS II
 BY2519
 BY2519.The horizontal coordinates were scaled from a topographic map and have
 BY2519.an estimated accuracy of +/- 6 seconds.
 BY2519
 BY2519.The orthometric height was determined by differential leveling
 BY2519.and adjusted by the National Geodetic Survey in June 1991..
 BY2519
 BY2519.The geoid height was determined by GEOID03.
 BY2519
 BY2519.The dynamic height is computed by dividing the NAVD 88
 BY2519.geopotential number by the normal gravity value computed on the
 BY2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2519.degrees latitude (g = 980.6199 gals.).
 BY2519
 BY2519.The modeled gravity was interpolated from observed gravity values.
 BY2519
 BY2519;                    North         East    Units  Estimated Accuracy
 BY2519;SPC TX C     - 3,235,240.    1,233,450.      MT  (+/- 180 meters Scaled)
 BY2519
 BY2519                          SUPERSEDED SURVEY CONTROL
 BY2519
 BY2519.No superseded survey control is available for this station.
 BY2519
 BY2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR383047(NAD 83)
 BY2519_MARKER: DB = BENCH MARK DISK
 BY2519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2519_SP_SET: STAINLESS STEEL ROD
 BY2519_STAMPING: Z 1287 1979
 BY2519_PROJECTION: FLUSH
 BY2519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2519_ROD/PIPE-DEPTH: 4.57 meters
 BY2519
 BY2519  HISTORY     - Date     Condition        Report By
 BY2519  HISTORY     - 1979     MONUMENTED       NGS
 BY2519  HISTORY     - 19980919 GOOD             USPSQD
 BY2519
 BY2519                          STATION DESCRIPTION
 BY2519
 BY2519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2519'7.6 MI NW FROM NACOGDOCHES.
 BY2519'7.6 MILES NORTHWEST ALONG FARM ROAD 1639 FROM THE JUNCTION OF U.S.
 BY2519'HIGHWAY 59 IN NACOGDOCHES, AT THE JUNCTION OF FARM RD 343, 175.5 FT.
 BY2519'NORTHWEST OF THE CENTER OF THE JUNCTION, 105 FT. SOUTHWEST AND ACROSS
 BY2519'THE ROAD FROM POWERLINE POLE NUMBER RPL 1100-55 WITH TRANSFORMER,
 BY2519'61.0 FT. WEST-SOUTHWEST OF THE CENTERLINE OF FARM ROAD 1638, 81.0 FT.
 BY2519'NORTH OF THE CENTERLINE OF FARM ROAD 343, 6.3 FT. NORTH OF A RAILROAD
 BY2519'TIE FENCE CORNER, 1.0 FT. EAST OF A FENCE.  DISK IS 3 INCHES BELOW
 BY2519'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2519'THE MARK IS 2.5 FT  S FROM A WITNESS POST.
 BY2519'THE MARK IS 3 FT ABOVE THE ROAD.
 BY2519
 BY2519                          STATION RECOVERY (1998)
 BY2519
 BY2519'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1932 ***********************************************************************
 BK1932  DESIGNATION -  Z 1288
 BK1932  PID         -  BK1932
 BK1932  STATE/COUNTY-  TX/JASPER
 BK1932  USGS QUAD   -  ROGANVILLE (1984)
 BK1932
 BK1932                         *CURRENT SURVEY CONTROL
 BK1932  ___________________________________________________________________
 BK1932* NAD 83(1986)-  30 51 59.     (N)    093 58 51.     (W)     SCALED    
 BK1932* NAVD 88     -        99.138  (meters)     325.26   (feet)  ADJUSTED  
 BK1932  ___________________________________________________________________
 BK1932  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BK1932  DYNAMIC HT  -          99.010 (meters)     324.84  (feet)  COMP
 BK1932  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BK1932
 BK1932  VERT ORDER  -  FIRST     CLASS II
 BK1932
 BK1932.The horizontal coordinates were scaled from a topographic map and have
 BK1932.an estimated accuracy of +/- 6 seconds.
 BK1932
 BK1932.The orthometric height was determined by differential leveling
 BK1932.and adjusted by the National Geodetic Survey in June 1991..
 BK1932
 BK1932.The geoid height was determined by GEOID03.
 BK1932
 BK1932.The dynamic height is computed by dividing the NAVD 88
 BK1932.geopotential number by the normal gravity value computed on the
 BK1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1932.degrees latitude (g = 980.6199 gals.).
 BK1932
 BK1932.The modeled gravity was interpolated from observed gravity values.
 BK1932
 BK1932;                    North         East    Units  Estimated Accuracy
 BK1932;SPC TX C     - 3,150,340.    1,307,140.      MT  (+/- 180 meters Scaled)
 BK1932
 BK1932                          SUPERSEDED SURVEY CONTROL
 BK1932
 BK1932  NGVD 29 (??/??/??)   99.132  (m)          325.24   (f) ADJUSTED    1 2
 BK1932
 BK1932.Superseded values are not recommended for survey control.
 BK1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1932.See file dsdata.txt to determine how the superseded data were derived.
 BK1932
 BK1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ062152(NAD 83)
 BK1932_MARKER: I = METAL ROD
 BK1932_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1932_SP_SET: STAINLESS STEEL ROD
 BK1932_STAMPING: Z 1288 1979
 BK1932_PROJECTION: FLUSH
 BK1932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1932+STABILITY: POSITION/ELEVATION WELL
 BK1932_ROD/PIPE-DEPTH: 9.14 meters
 BK1932
 BK1932  HISTORY     - Date     Condition        Report By
 BK1932  HISTORY     - 1979     MONUMENTED       NGS
 BK1932  HISTORY     - 20040725 GOOD             USPSQD
 BK1932
 BK1932                          STATION DESCRIPTION
 BK1932
 BK1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1932'3.25 MI SOUTH FROM JASPER.
 BK1932'3.25 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1932'HIGHWAY 190 IN JASPER, AT THE SOUTHWEST CORNER OF LOHRS GROCERY STORE
 BK1932'AND TEXACO STATION, 125.0 FT. WEST OF THE CENTERLINE OF HIGHWAY 96
 BK1932'SOUTHBOUND, 57.1 FT. NORTH OF THE CENTER OF A PAVED ROAD LEADING WEST,
 BK1932'11.0 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF THE GROCERY STORE, 16.0
 BK1932'FT. SOUTHEAST OF A POWERLINE POLE WITH STREET LIGHT, 5.0 FT.
 BK1932'EAST-NORTHEAST OF GUYED POWERLINE POLE NUMBER 67.  DISK IS 5 INCHES
 BK1932'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BK1932'PLUG.
 BK1932'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BK1932'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 BK1932
 BK1932                          STATION RECOVERY (2004)
 BK1932
 BK1932'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1932'FOUND MARK AT LAT 30 51 51.0  LONG 093 58 45.8 WITH GARMIN 76 GPS 3D
 BK1932'DIFFERENTIAL READING WITH 8 SATELLITES AND 8.2 ACCURACY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0613 ***********************************************************************
 AE0613  DESIGNATION -  Z 129
 AE0613  PID         -  AE0613
 AE0613  STATE/COUNTY-  TX/STARR
 AE0613  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0613
 AE0613                         *CURRENT SURVEY CONTROL
 AE0613  ___________________________________________________________________
 AE0613* NAD 83(1986)-  26 22 38.     (N)    098 49 02.     (W)     SCALED    
 AE0613* NAVD 88     -        53.403  (meters)     175.21   (feet)  ADJUSTED  
 AE0613  ___________________________________________________________________
 AE0613  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AE0613  DYNAMIC HT  -          53.315 (meters)     174.92  (feet)  COMP
 AE0613  MODELED GRAV-     978,998.9   (mgal)                       NAVD 88
 AE0613
 AE0613  VERT ORDER  -  FIRST     CLASS II
 AE0613
 AE0613.The horizontal coordinates were scaled from a topographic map and have
 AE0613.an estimated accuracy of +/- 6 seconds.
 AE0613
 AE0613.The orthometric height was determined by differential leveling
 AE0613.and adjusted by the National Geodetic Survey in June 1991..
 AE0613.WARNING-Repeat measurements at this control monument indicate possible
 AE0613.vertical movement.
 AE0613
 AE0613.The geoid height was determined by GEOID03.
 AE0613
 AE0613.The dynamic height is computed by dividing the NAVD 88
 AE0613.geopotential number by the normal gravity value computed on the
 AE0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0613.degrees latitude (g = 980.6199 gals.).
 AE0613
 AE0613.The modeled gravity was interpolated from observed gravity values.
 AE0613
 AE0613;                    North         East    Units  Estimated Accuracy
 AE0613;SPC TX S     - 5,078,770.      268,340.      MT  (+/- 180 meters Scaled)
 AE0613
 AE0613                          SUPERSEDED SURVEY CONTROL
 AE0613
 AE0613  NGVD 29 (??/??/92)   53.449  (m)          175.36   (f) ADJ UNCH    1 2
 AE0613
 AE0613.Superseded values are not recommended for survey control.
 AE0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0613.See file dsdata.txt to determine how the superseded data were derived.
 AE0613
 AE0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ182174(NAD 83)
 AE0613_MARKER: DB = BENCH MARK DISK
 AE0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0613_SP_SET: BUILDING
 AE0613_STAMPING: Z 129 1933 175.321
 AE0613_MARK LOGO: CGS   
 AE0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0613
 AE0613  HISTORY     - Date     Condition        Report By
 AE0613  HISTORY     - 1933     MONUMENTED       CGS
 AE0613  HISTORY     - 1956     GOOD             NGS
 AE0613  HISTORY     - 1981     GOOD             NGS
 AE0613
 AE0613                          STATION DESCRIPTION
 AE0613
 AE0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0613'IN RIO GRANDE CITY.
 AE0613'AT RIO GRANDE CITY, STARR COUNTY, AT THE FIRST STATE BANK BUILDING, IN
 AE0613'THE NORTH WALL, IN THE WEST PORTAL OF THE MAIN ENTRANCE, AND ABOUT 5
 AE0613'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, AND SET VERTICALLY.
 AE0613
 AE0613                          STATION RECOVERY (1981)
 AE0613
 AE0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0613'RECOVERED THIS DATE, NEW DESCRIPTION FOLLOWS.  THE FIRST STATE BANK
 AE0613'NOW OCCUPIES THE GARZA INSURANCE COMPANY, LOCATED AT THE JUNCTION OF
 AE0613'U.S. HIGHWAY 83 AND LOPAZ STREET IN RIO GRANDE CITY, 1 BLOCK EAST OF
 AE0613'WASHINGTON STREET AND BM C 61 1918, ACROSS HIGHWAY AND SOUTH OF ST.
 AE0613'JOHN UNITED METHODIST CHURCH, SET VERTICALLY IN THE NORTH FACE OF THE
 AE0613'WEST PORTAL OF THE NORTH MAIN ENTRANCE OF THE OLD BRICK BANK BUILDING.
 AE0613'THE MARK IS 1.5 M ABOVE SIDEWALK..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2550 ***********************************************************************
 BY2550  DESIGNATION -  Z 1290
 BY2550  PID         -  BY2550
 BY2550  STATE/COUNTY-  TX/LEON
 BY2550  USGS QUAD   -  OAKWOOD (1964)
 BY2550
 BY2550                         *CURRENT SURVEY CONTROL
 BY2550  ___________________________________________________________________
 BY2550* NAD 83(1986)-  31 34 41.     (N)    095 51 49.     (W)     SCALED    
 BY2550* NAVD 88     -       102.688  (meters)     336.90   (feet)  ADJUSTED  
 BY2550  ___________________________________________________________________
 BY2550  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BY2550  DYNAMIC HT  -         102.562 (meters)     336.49  (feet)  COMP
 BY2550  MODELED GRAV-     979,417.3   (mgal)                       NAVD 88
 BY2550
 BY2550  VERT ORDER  -  FIRST     CLASS II
 BY2550
 BY2550.The horizontal coordinates were scaled from a topographic map and have
 BY2550.an estimated accuracy of +/- 6 seconds.
 BY2550
 BY2550.The orthometric height was determined by differential leveling
 BY2550.and adjusted by the National Geodetic Survey in June 1991..
 BY2550
 BY2550.The geoid height was determined by GEOID03.
 BY2550
 BY2550.The dynamic height is computed by dividing the NAVD 88
 BY2550.geopotential number by the normal gravity value computed on the
 BY2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2550.degrees latitude (g = 980.6199 gals.).
 BY2550
 BY2550.The modeled gravity was interpolated from observed gravity values.
 BY2550
 BY2550;                    North         East    Units  Estimated Accuracy
 BY2550;SPC TX C     - 3,220,410.    1,124,140.      MT  (+/- 180 meters Scaled)
 BY2550
 BY2550                          SUPERSEDED SURVEY CONTROL
 BY2550
 BY2550.No superseded survey control is available for this station.
 BY2550
 BY2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ282972(NAD 83)
 BY2550_MARKER: DB = BENCH MARK DISK
 BY2550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2550_SP_SET: STAINLESS STEEL ROD
 BY2550_STAMPING: Z 1290 1980
 BY2550_PROJECTION: PROJECTING 3 CENTIMETERS
 BY2550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2550_ROD/PIPE-DEPTH: 7.6  meters
 BY2550
 BY2550  HISTORY     - Date     Condition        Report By
 BY2550  HISTORY     - 1980     MONUMENTED       NGS
 BY2550  HISTORY     - 1990     POOR             USPSQD
 BY2550
 BY2550                          STATION DESCRIPTION
 BY2550
 BY2550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2550'1.6 KM SW FROM OAKWOOD.
 BY2550'1.6 KM. (1.0 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD
 BY2550'STATE BANK IN OAKWOOD, AT THE JUNCTION OF A FIELD ROAD LEADING
 BY2550'SOUTHEAST, 16.2 M. (53.0 FT.) SOUTHEAST OF THE CENTERLINE OF THE
 BY2550'HIGHWAY, 4.7 M. (15.5 FT.) SOUTHWEST OF THE CENTERLINE OF THE ROAD AND
 BY2550'THE CENTER OF A GATE, 15.8 M. (52.0 FT.) NORTHEAST OF SAWED OFF
 BY2550'TELEPHONE POLE NUMBER 9-18 WITH AN UNDERGROUND CABLE SIGN, 0.3 M.
 BY2550'(1.0 FT.) NORTHWEST OF A FENCE.  DISK IS 6 CM. BELOW GROUND, ACCESS TO
 BY2550'WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2550'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 BY2550'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BY2550
 BY2550                          STATION RECOVERY (1990)
 BY2550
 BY2550'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2550'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1165 ***********************************************************************
 BZ1165  DESIGNATION -  Z 1291
 BZ1165  PID         -  BZ1165
 BZ1165  STATE/COUNTY-  TX/LIMESTONE
 BZ1165  USGS QUAD   -  COOLIDGE (1978)
 BZ1165
 BZ1165                         *CURRENT SURVEY CONTROL
 BZ1165  ___________________________________________________________________
 BZ1165* NAD 83(1986)-  31 45 17.     (N)    096 39 00.     (W)     SCALED    
 BZ1165* NAVD 88     -       163.225  (meters)     535.51   (feet)  ADJUSTED  
 BZ1165  ___________________________________________________________________
 BZ1165  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ1165  DYNAMIC HT  -         163.031 (meters)     534.88  (feet)  COMP
 BZ1165  MODELED GRAV-     979,445.9   (mgal)                       NAVD 88
 BZ1165  OBS GRAVITY -     979,443.8   (mgal)                       GRAV_OBS
 BZ1165
 BZ1165  VERT ORDER  -  FIRST     CLASS II
 BZ1165
 BZ1165.The horizontal coordinates were scaled from a topographic map and have
 BZ1165.an estimated accuracy of +/- 6 seconds.
 BZ1165
 BZ1165.The orthometric height was determined by differential leveling
 BZ1165.and adjusted by the National Geodetic Survey in June 1991..
 BZ1165
 BZ1165.The geoid height was determined by GEOID03.
 BZ1165
 BZ1165.The dynamic height is computed by dividing the NAVD 88
 BZ1165.geopotential number by the normal gravity value computed on the
 BZ1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1165.degrees latitude (g = 980.6199 gals.).
 BZ1165
 BZ1165.The modeled gravity was interpolated from observed gravity values.
 BZ1165.The observed gravity was obtained from relative gravimeter ties
 BZ1165.to the IGSN71 gravity network.
 BZ1165
 BZ1165;                    North         East    Units  Estimated Accuracy
 BZ1165;SPC TX C     - 3,237,260.    1,048,900.      MT  (+/- 180 meters Scaled)
 BZ1165
 BZ1165                          SUPERSEDED SURVEY CONTROL
 BZ1165
 BZ1165.No superseded survey control is available for this station.
 BZ1165
 BZ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA225156(NAD 83)
 BZ1165_MARKER: I = METAL ROD
 BZ1165_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1165_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1165_STAMPING: Z 1291 1980
 BZ1165_PROJECTION: FLUSH
 BZ1165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1165+STABILITY: POSITION/ELEVATION WELL
 BZ1165_ROD/PIPE-DEPTH: 13.7 meters
 BZ1165_SLEEVE-DEPTH  : 12.2 meters
 BZ1165
 BZ1165  HISTORY     - Date     Condition        Report By
 BZ1165  HISTORY     - 1980     MONUMENTED       NGS
 BZ1165  HISTORY     - 19950715 GOOD             USPSQD
 BZ1165
 BZ1165                          STATION DESCRIPTION
 BZ1165
 BZ1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1165'IN COOLIDGE.
 BZ1165'IN COOLIDGE, AT THE CITY WATER TANK ON SECOND STREET, 16.0 M.
 BZ1165'(52.5 FT.) NORTHEAST OF THE CENTERLINE OF THE STREET, 11.5 M.
 BZ1165'(37.8 FT.) EAST OF A POWERLINE POLE WITH LIGHT, 6.0 M. (19.7 FT.)
 BZ1165'NORTH OF THE CENTER OF THE SOUTH LEG OF THE WATER TANK, 6.0 M.
 BZ1165'(19.6 FT.) WEST OF THE CENTER OF THE EAST LEG OF THE WATER TANK,
 BZ1165'6.4 M. (21.0 FT.) NORTH OF BENCH MARK Z 998, 1.8 M. (6.0 FT.)
 BZ1165'SOUTHEAST OF THE STAND PIPE OF THE WATER TANK.  DATUM POINT IS 10 CM.
 BZ1165'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1165'THE MARK IS ABOVE LEVEL WITH SECOND STREET.
 BZ1165
 BZ1165                          STATION RECOVERY (1995)
 BZ1165
 BZ1165'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1150 ***********************************************************************
 BZ1150  DESIGNATION -  Z 1294
 BZ1150  PID         -  BZ1150
 BZ1150  STATE/COUNTY-  TX/LIMESTONE
 BZ1150  USGS QUAD   -  MEXIA (1982)
 BZ1150
 BZ1150                         *CURRENT SURVEY CONTROL
 BZ1150  ___________________________________________________________________
 BZ1150* NAD 83(1986)-  31 38 19.     (N)    096 27 55.     (W)     SCALED    
 BZ1150* NAVD 88     -       150.413  (meters)     493.48   (feet)  ADJUSTED  
 BZ1150  ___________________________________________________________________
 BZ1150  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ1150  DYNAMIC HT  -         150.233 (meters)     492.89  (feet)  COMP
 BZ1150  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 BZ1150
 BZ1150  VERT ORDER  -  FIRST     CLASS II
 BZ1150
 BZ1150.The horizontal coordinates were scaled from a topographic map and have
 BZ1150.an estimated accuracy of +/- 6 seconds.
 BZ1150
 BZ1150.The orthometric height was determined by differential leveling
 BZ1150.and adjusted by the National Geodetic Survey in June 1991..
 BZ1150
 BZ1150.The geoid height was determined by GEOID03.
 BZ1150
 BZ1150.The dynamic height is computed by dividing the NAVD 88
 BZ1150.geopotential number by the normal gravity value computed on the
 BZ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1150.degrees latitude (g = 980.6199 gals.).
 BZ1150
 BZ1150.The modeled gravity was interpolated from observed gravity values.
 BZ1150
 BZ1150;                    North         East    Units  Estimated Accuracy
 BZ1150;SPC TX C     - 3,224,980.    1,066,840.      MT  (+/- 180 meters Scaled)
 BZ1150
 BZ1150                          SUPERSEDED SURVEY CONTROL
 BZ1150
 BZ1150.No superseded survey control is available for this station.
 BZ1150
 BZ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA403031(NAD 83)
 BZ1150_MARKER: I = METAL ROD
 BZ1150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1150_SP_SET: STAINLESS STEEL ROD
 BZ1150_STAMPING: Z 1294 1980
 BZ1150_PROJECTION: FLUSH
 BZ1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1150_ROD/PIPE-DEPTH: 6.0  meters
 BZ1150
 BZ1150  HISTORY     - Date     Condition        Report By
 BZ1150  HISTORY     - 1980     MONUMENTED       NGS
 BZ1150  HISTORY     - 20020824 GOOD             USPSQD
 BZ1150
 BZ1150                          STATION DESCRIPTION
 BZ1150
 BZ1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1150'5.6 KM SE FROM MEXIA.
 BZ1150'5.6 KM. (3.5 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1150'U.S. HIGHWAY 84 IN MEXIA, AT THE RESIDENCE OF FRED EUBANKS, 88.1 M.
 BZ1150'(289 FT.) NORTH OF THE NORTH CORNER OF A BRICK HOUSE, 39.0 M.
 BZ1150'(128 FT.) SOUTHWEST AND ACROSS THE FARM ROAD FROM POWERLINE POLE
 BZ1150'NUMBER SW44, 19.8 M. (65.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE
 BZ1150'ROAD, 60.9 M. (200 FT.) NORTHWEST OF THE CENTERLINE OF A DRIVE LEADING
 BZ1150'TO THE HOUSE, 66.4 M. (218 FT.) NORTHWEST OF A POWERLINE POLE WITH A
 BZ1150'LIGHT AND A TELEPHONE CABLE JUNCTION BOX, 0.8 M. (2.5 FT.)
 BZ1150'WEST-SOUTHWEST OF A FENCE CORNER, 0.6 M. (2.0 FT.) NORTHWEST OF A
 BZ1150'BARBWIRE AND PIPE FENCE, 0.6 M. (2.0 FT.) SOUTHWEST OF A BARBWIRE AND
 BZ1150'PIPE FENCE.  DATUM POINT IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1150'THROUGH A 13-CM. LOGO CAP.
 BZ1150'THE MARK IS 0.8 METERS  SSE FROM A WITNESS POST.
 BZ1150'THE MARK IS 1.0 M ABOVE FARM ROAD 39.
 BZ1150
 BZ1150                          STATION RECOVERY (2002)
 BZ1150
 BZ1150'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2356 ***********************************************************************
 CS2356  DESIGNATION -  Z 1295
 CS2356  PID         -  CS2356
 CS2356  STATE/COUNTY-  TX/HILL
 CS2356  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2356
 CS2356                         *CURRENT SURVEY CONTROL
 CS2356  ___________________________________________________________________
 CS2356* NAD 83(1986)-  32 00 15.     (N)    097 03 41.     (W)     SCALED    
 CS2356* NAVD 88     -       235.314  (meters)     772.03   (feet)  ADJUSTED  
 CS2356  ___________________________________________________________________
 CS2356  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CS2356  DYNAMIC HT  -         235.024 (meters)     771.07  (feet)  COMP
 CS2356  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 CS2356
 CS2356  VERT ORDER  -  FIRST     CLASS II
 CS2356
 CS2356.The horizontal coordinates were scaled from a topographic map and have
 CS2356.an estimated accuracy of +/- 6 seconds.
 CS2356
 CS2356.The orthometric height was determined by differential leveling
 CS2356.and adjusted by the National Geodetic Survey in June 1991..
 CS2356
 CS2356.The geoid height was determined by GEOID03.
 CS2356
 CS2356.The dynamic height is computed by dividing the NAVD 88
 CS2356.geopotential number by the normal gravity value computed on the
 CS2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2356.degrees latitude (g = 980.6199 gals.).
 CS2356
 CS2356.The modeled gravity was interpolated from observed gravity values.
 CS2356
 CS2356;                    North         East    Units  Estimated Accuracy
 CS2356;SPC TXNC     - 2,038,360.      735,930.      MT  (+/- 180 meters Scaled)
 CS2356
 CS2356                          SUPERSEDED SURVEY CONTROL
 CS2356
 CS2356.No superseded survey control is available for this station.
 CS2356
 CS2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA831425(NAD 83)
 CS2356_MARKER: DB = BENCH MARK DISK
 CS2356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS2356_SP_SET: HEADWALL
 CS2356_STAMPING: Z 1295 1980
 CS2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2356+STABILITY: SURFACE MOTION
 CS2356
 CS2356  HISTORY     - Date     Condition        Report By
 CS2356  HISTORY     - 1980     MONUMENTED       NGS
 CS2356  HISTORY     - 19950408 GOOD             USPSQD
 CS2356
 CS2356                          STATION DESCRIPTION
 CS2356
 CS2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CS2356'7.6 KM EAST FROM HILLSBORO.
 CS2356'0.8 KM. (0.5 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 CS2356'COURTHOUSE IN HILLSBORO, THENCE 6.8 KM. (4.2 MI.) EAST ALONG STATE
 CS2356'HIGHWAY 171, IN THE CENTER OF THE NORTHEAST HEADWALL OF A TRIPLE BOX
 CS2356'CULVERT UNDER THE HIGHWAY, 8.5 M. (28.0 FT.) NORTHEAST OF THE
 CS2356'CENTERLINE OF THE HIGHWAY, 38.1 M. (125 FT.) NORTHEAST AND ACROSS
 CS2356'THE HIGHWAY FROM A WINDMILL.
 CS2356'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2356
 CS2356                          STATION RECOVERY (1995)
 CS2356
 CS2356'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2464 ***********************************************************************
 BY2464  DESIGNATION -  Z 1296
 BY2464  PID         -  BY2464
 BY2464  STATE/COUNTY-  TX/ANDERSON
 BY2464  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2464
 BY2464                         *CURRENT SURVEY CONTROL
 BY2464  ___________________________________________________________________
 BY2464* NAD 83(1986)-  31 42 51.     (N)    095 37 07.     (W)     SCALED    
 BY2464* NAVD 88     -       138.745  (meters)     455.20   (feet)  ADJUSTED  
 BY2464  ___________________________________________________________________
 BY2464  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BY2464  DYNAMIC HT  -         138.575 (meters)     454.64  (feet)  COMP
 BY2464  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 BY2464
 BY2464  VERT ORDER  -  FIRST     CLASS II
 BY2464
 BY2464.The horizontal coordinates were scaled from a topographic map and have
 BY2464.an estimated accuracy of +/- 6 seconds.
 BY2464
 BY2464.The orthometric height was determined by differential leveling
 BY2464.and adjusted by the National Geodetic Survey in June 1991..
 BY2464
 BY2464.The geoid height was determined by GEOID03.
 BY2464
 BY2464.The dynamic height is computed by dividing the NAVD 88
 BY2464.geopotential number by the normal gravity value computed on the
 BY2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2464.degrees latitude (g = 980.6199 gals.).
 BY2464
 BY2464.The modeled gravity was interpolated from observed gravity values.
 BY2464
 BY2464;                    North         East    Units  Estimated Accuracy
 BY2464;SPC TX C     - 3,236,450.    1,146,730.      MT  (+/- 180 meters Scaled)
 BY2464
 BY2464                          SUPERSEDED SURVEY CONTROL
 BY2464
 BY2464.No superseded survey control is available for this station.
 BY2464
 BY2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR518117(NAD 83)
 BY2464_MARKER: DB = BENCH MARK DISK
 BY2464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2464_SP_SET: STAINLESS STEEL ROD
 BY2464_STAMPING: Z 1296 1980
 BY2464_PROJECTION: FLUSH
 BY2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2464_ROD/PIPE-DEPTH: 2.6  meters
 BY2464
 BY2464  HISTORY     - Date     Condition        Report By
 BY2464  HISTORY     - 1980     MONUMENTED       NGS
 BY2464  HISTORY     - 1990     GOOD             USPSQD
 BY2464
 BY2464                          STATION DESCRIPTION
 BY2464
 BY2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2464'2.5 KM SE FROM PALESTINE.
 BY2464'2.0 KM. (1.25 MI.) SOUTH ALONG FARM ROAD 322 FROM THE JUNCTION OF
 BY2464'SOUTH LOOP 256 IN PALESTINE, THENCE 0.95 KM. (0.6 MI.) EAST ALONG
 BY2464'SOUTH HILL ROAD, AT THE CREST OF A HILL, AT A 5-CM. PIPE FENCE ON THE
 BY2464'WEST SIDE OF THE ROAD, 8.7 M. (28.5 FT.) SOUTHWEST OF THE CENTERLINE
 BY2464'OF THE ROAD, 8.2 M. (27.0 FT.) NORTHWEST OF THE CENTERLINE OF A
 BY2464'PRIVATE DRIVEWAY, 2.5 M. (8.3 FT.) NORTH OF A POWERLINE POLE WITH A
 BY2464'TRANSFORMER AND TWO GUY WIRES, 0.3 M. (1.0 FT.) NORTHEAST OF A FENCE.
 BY2464'DISK IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BY2464'PLASTIC SCREW PLUG.
 BY2464'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BY2464
 BY2464                          STATION RECOVERY (1990)
 BY2464
 BY2464'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2447 ***********************************************************************
 BY2447  DESIGNATION -  Z 1297
 BY2447  PID         -  BY2447
 BY2447  STATE/COUNTY-  TX/HOUSTON
 BY2447  USGS QUAD   -  PERCILLA (1982)
 BY2447
 BY2447                         *CURRENT SURVEY CONTROL
 BY2447  ___________________________________________________________________
 BY2447* NAD 83(1986)-  31 30 11.     (N)    095 29 25.     (W)     SCALED    
 BY2447* NAVD 88     -       147.392  (meters)     483.57   (feet)  ADJUSTED  
 BY2447  ___________________________________________________________________
 BY2447  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY2447  DYNAMIC HT  -         147.208 (meters)     482.96  (feet)  COMP
 BY2447  MODELED GRAV-     979,391.6   (mgal)                       NAVD 88
 BY2447
 BY2447  VERT ORDER  -  FIRST     CLASS II
 BY2447
 BY2447.The horizontal coordinates were scaled from a topographic map and have
 BY2447.an estimated accuracy of +/- 6 seconds.
 BY2447
 BY2447.The orthometric height was determined by differential leveling
 BY2447.and adjusted by the National Geodetic Survey in June 1991..
 BY2447
 BY2447.The geoid height was determined by GEOID03.
 BY2447
 BY2447.The dynamic height is computed by dividing the NAVD 88
 BY2447.geopotential number by the normal gravity value computed on the
 BY2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2447.degrees latitude (g = 980.6199 gals.).
 BY2447
 BY2447.The modeled gravity was interpolated from observed gravity values.
 BY2447
 BY2447;                    North         East    Units  Estimated Accuracy
 BY2447;SPC TX C     - 3,213,590.    1,159,900.      MT  (+/- 180 meters Scaled)
 BY2447
 BY2447                          SUPERSEDED SURVEY CONTROL
 BY2447
 BY2447.No superseded survey control is available for this station.
 BY2447
 BY2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ634880(NAD 83)
 BY2447_MARKER: DB = BENCH MARK DISK
 BY2447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2447_SP_SET: STAINLESS STEEL ROD
 BY2447_STAMPING: Z 1297 1980
 BY2447_PROJECTION: FLUSH
 BY2447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2447_ROD/PIPE-DEPTH: 9.1  meters
 BY2447
 BY2447  HISTORY     - Date     Condition        Report By
 BY2447  HISTORY     - 1980     MONUMENTED       NGS
 BY2447
 BY2447                          STATION DESCRIPTION
 BY2447
 BY2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2447'2.05 KM NW FROM GRAPELAND.
 BY2447'0.15 KM. (0.1 MI.) WEST ALONG FARM ROAD 227 FROM THE POST OFFICE IN
 BY2447'GRAPELAND, THENCE 1.9 KM. (1.15 MI.) NORTH ALONG FARM ROAD 1272, AT
 BY2447'THE SOUTHEAST CORNER OF THE JUNCTION OF FARM ROAD 2968, 16.4 M.
 BY2447'(53.8 FT.) EAST-NORTHEAST OF THE CENTERLINE OF FARM ROAD 1272, 78.9 M.
 BY2447'(259 FT.) EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION, 20.4 M.
 BY2447'(67.0 FT.) NORTHWEST OF A FIELD ROAD AND WIRE GATE LEADING
 BY2447'NORTH-NORTHEAST, 0.3 M. (1.0 FT.) SOUTH OF A FENCE, 7.9 M. (26.0 FT.)
 BY2447'EAST-SOUTHEAST OF POWERLINE POLE 11.  DISK IS 7 CM. BELOW GROUND,
 BY2447'ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2447'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 BY2447'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0308 ***********************************************************************
 CU0308  DESIGNATION -  Z 13
 CU0308  PID         -  CU0308
 CU0308  STATE/COUNTY-  TX/MITCHELL
 CU0308  USGS QUAD   -  COLORADO CITY (1979)
 CU0308
 CU0308                         *CURRENT SURVEY CONTROL
 CU0308  ___________________________________________________________________
 CU0308* NAD 83(1986)-  32 23 12.     (N)    100 51 43.     (W)     SCALED    
 CU0308* NAVD 88     -       630.403  (meters)    2068.25   (feet)  ADJUSTED  
 CU0308  ___________________________________________________________________
 CU0308  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0308  DYNAMIC HT  -         629.563 (meters)    2065.49  (feet)  COMP
 CU0308  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 CU0308
 CU0308  VERT ORDER  -  FIRST     CLASS II
 CU0308
 CU0308.The horizontal coordinates were scaled from a topographic map and have
 CU0308.an estimated accuracy of +/- 6 seconds.
 CU0308
 CU0308.The orthometric height was determined by differential leveling
 CU0308.and adjusted by the National Geodetic Survey in June 1991..
 CU0308
 CU0308.The geoid height was determined by GEOID03.
 CU0308
 CU0308.The dynamic height is computed by dividing the NAVD 88
 CU0308.geopotential number by the normal gravity value computed on the
 CU0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0308.degrees latitude (g = 980.6199 gals.).
 CU0308
 CU0308.The modeled gravity was interpolated from observed gravity values.
 CU0308
 CU0308;                    North         East    Units  Estimated Accuracy
 CU0308;SPC TXNC     - 2,082,340.      377,790.      MT  (+/- 180 meters Scaled)
 CU0308
 CU0308                          SUPERSEDED SURVEY CONTROL
 CU0308
 CU0308  NGVD 29 (??/??/92)  630.196  (m)         2067.57   (f) ADJ UNCH    1 2
 CU0308
 CU0308.Superseded values are not recommended for survey control.
 CU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0308.See file dsdata.txt to determine how the superseded data were derived.
 CU0308
 CU0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA248848(NAD 83)
 CU0308_MARKER: Z = SEE DESCRIPTION
 CU0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0308_SP_SET: BRIDGE
 CU0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0308
 CU0308  HISTORY     - Date     Condition        Report By
 CU0308  HISTORY     - UNK      MONUMENTED       CGS
 CU0308  HISTORY     - 1956     GOOD             NGS
 CU0308  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0308
 CU0308                          STATION DESCRIPTION
 CU0308
 CU0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0308'0.15 MI E FROM COLORADO CITY.
 CU0308'0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0308'AT COLORADO CITY, 7 RAILS EAST OF THE EAST END OF THE UNDERPASS OF
 CU0308'STATE HIGHWAY 101, 17 FEET SOUTH OF THE SOUTH RAIL, 3 FEET BELOW THE
 CU0308'TOP OF THE RAILS, IN THE TOP OF THE WEST END OF THE SOUTH RETAINING
 CU0308'WALL OF A CONCRETE BRIDGE OVER A DRY RAVINE.
 CU0308
 CU0308                          STATION RECOVERY (1982)
 CU0308
 CU0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0308'THE RETAINING WALL HAS BEEN COVERED WITH NEW CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2307 ***********************************************************************
 CS2307  DESIGNATION -  Z 130
 CS2307  PID         -  CS2307
 CS2307  STATE/COUNTY-  TX/PARKER
 CS2307  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2307
 CS2307                         *CURRENT SURVEY CONTROL
 CS2307  ___________________________________________________________________
 CS2307* NAD 83(1986)-  32 43 07.     (N)    097 46 29.     (W)     SCALED    
 CS2307* NAVD 88     -       342.005  (meters)    1122.06   (feet)  ADJUSTED  
 CS2307  ___________________________________________________________________
 CS2307  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CS2307  DYNAMIC HT  -         341.587 (meters)    1120.69  (feet)  COMP
 CS2307  MODELED GRAV-     979,408.1   (mgal)                       NAVD 88
 CS2307
 CS2307  VERT ORDER  -  FIRST     CLASS II
 CS2307
 CS2307.The horizontal coordinates were scaled from a topographic map and have
 CS2307.an estimated accuracy of +/- 6 seconds.
 CS2307
 CS2307.The orthometric height was determined by differential leveling
 CS2307.and adjusted by the National Geodetic Survey in June 1991..
 CS2307
 CS2307.The geoid height was determined by GEOID03.
 CS2307
 CS2307.The dynamic height is computed by dividing the NAVD 88
 CS2307.geopotential number by the normal gravity value computed on the
 CS2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2307.degrees latitude (g = 980.6199 gals.).
 CS2307
 CS2307.The modeled gravity was interpolated from observed gravity values.
 CS2307
 CS2307;                    North         East    Units  Estimated Accuracy
 CS2307;SPC TXNC     - 2,116,890.      667,990.      MT  (+/- 180 meters Scaled)
 CS2307
 CS2307                          SUPERSEDED SURVEY CONTROL
 CS2307
 CS2307  NGVD 29 (??/??/92)  341.922  (m)         1121.79   (f) ADJ UNCH    1 2
 CS2307
 CS2307.Superseded values are not recommended for survey control.
 CS2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2307.See file dsdata.txt to determine how the superseded data were derived.
 CS2307
 CS2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB148207(NAD 83)
 CS2307_MARKER: DB = BENCH MARK DISK
 CS2307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2307_SP_SET: FOUNDATION
 CS2307_STAMPING: Z 130 1952
 CS2307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2307
 CS2307  HISTORY     - Date     Condition        Report By
 CS2307  HISTORY     - 1952     MONUMENTED       CGS
 CS2307  HISTORY     - 1964     GOOD             NGS
 CS2307  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2307  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2307
 CS2307                          STATION DESCRIPTION
 CS2307
 CS2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2307'3.65 MI S FROM WEATHERFORD.
 CS2307'3.3 MILES SOUTH ALONG STATE HIGHWAY 171 FROM THE COURTHOUSE AT
 CS2307'WEATHERFORD, THENCE 0.35 MILE EAST ALONG A GRAVELED ROAD, AT THE
 CS2307'GRAARE AIRPORT, 109 FEET EAST OF THE CENTER OF A GATE AT THE ENTRANCE
 CS2307'TO THE AIRPORT, 15.6 FEET NORTHWEST OF THE NORTH CORNER OF THE OFFICE,
 CS2307'5.5 FEET EAST OF A BUTANE TANK, SET IN THE TOP OF A 6 X 6 FOOT
 CS2307'ABANDONED CONCRETE FOUNDATION, FLUSH WITH THE GROUND.  NOTE-- THE
 CS2307'AIRPORT IS CLOSED AND THERE IS A HIGH FENCE WHICH ENCLOSES THE AREA AT
 CS2307'THE BENCH MARK AND THE GATES ARE LOCKED.  THE CONCRETE FOUNDATION IS
 CS2307'STILL IN PLACE.
 CS2307
 CS2307                          STATION RECOVERY (1997)
 CS2307
 CS2307'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2307'MARK NOT FOUND.
 CS2307
 CS2307                          STATION RECOVERY (2002)
 CS2307
 CS2307'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1109 ***********************************************************************
 BZ1109  DESIGNATION -  Z 1300
 BZ1109  PID         -  BZ1109
 BZ1109  STATE/COUNTY-  TX/MCLENNAN
 BZ1109  USGS QUAD   -  MOODY (1993)
 BZ1109
 BZ1109                         *CURRENT SURVEY CONTROL
 BZ1109  ___________________________________________________________________
 BZ1109* NAD 83(1986)-  31 17 42.     (N)    097 15 08.     (W)     SCALED    
 BZ1109* NAVD 88     -       207.090  (meters)     679.43   (feet)  ADJUSTED  
 BZ1109  ___________________________________________________________________
 BZ1109  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ1109  DYNAMIC HT  -         206.820 (meters)     678.54  (feet)  COMP
 BZ1109  MODELED GRAV-     979,332.0   (mgal)                       NAVD 88
 BZ1109
 BZ1109  VERT ORDER  -  FIRST     CLASS II
 BZ1109
 BZ1109.The horizontal coordinates were scaled from a topographic map and have
 BZ1109.an estimated accuracy of +/- 6 seconds.
 BZ1109
 BZ1109.The orthometric height was determined by differential leveling
 BZ1109.and adjusted by the National Geodetic Survey in June 1991..
 BZ1109
 BZ1109.The geoid height was determined by GEOID03.
 BZ1109
 BZ1109.The dynamic height is computed by dividing the NAVD 88
 BZ1109.geopotential number by the normal gravity value computed on the
 BZ1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1109.degrees latitude (g = 980.6199 gals.).
 BZ1109
 BZ1109.The modeled gravity was interpolated from observed gravity values.
 BZ1109
 BZ1109;                    North         East    Units  Estimated Accuracy
 BZ1109;SPC TX C     - 3,184,570.      993,280.      MT  (+/- 180 meters Scaled)
 BZ1109
 BZ1109                          SUPERSEDED SURVEY CONTROL
 BZ1109
 BZ1109.No superseded survey control is available for this station.
 BZ1109
 BZ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV663636(NAD 83)
 BZ1109_MARKER: DB = BENCH MARK DISK
 BZ1109_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1109_SP_SET: ABUTMENT
 BZ1109_STAMPING: Z 1300 1980
 BZ1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1109+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1109
 BZ1109  HISTORY     - Date     Condition        Report By
 BZ1109  HISTORY     - 1980     MONUMENTED       NGS
 BZ1109  HISTORY     - 19910511 GOOD             USPSQD
 BZ1109  HISTORY     - 19950715 GOOD             USPSQD
 BZ1109  HISTORY     - 20010317 GOOD             USPSQD
 BZ1109  HISTORY     - 20050726 GOOD             USPSQD
 BZ1109
 BZ1109                          STATION DESCRIPTION
 BZ1109
 BZ1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1109'IN EDDY.
 BZ1109'IN EDDY, AT THE JUNCTION OF INTERSTATE 35 AND FARM ROAD 107, IN THE
 BZ1109'TOP OF THE WALKWAY ON THE SOUTHEAST ABUTMENT OF THE OVERPASS OVER
 BZ1109'I-35, 7.6 M. (24.8 FT.) NORTHWEST OF THE CENTERLINE OF THE EAST
 BZ1109'FRONTAGE ROAD OF I-35, 8.7 M. (28.7 FT.) SOUTHWEST OF THE CENTERLINE
 BZ1109'OF FARM ROAD 107, 1.3 M. (4.3 FT.) NORTHEAST OF THE SOUTHEAST END OF
 BZ1109'THE OVERPASS GUARDRAIL.  NOTE-THE TEXAS DEPARTMENT OF HIGHWAYS
 BZ1109'ENGINEERS STATE THAT THIS OVERPASS IS SETTING ON SOLID ROCK.
 BZ1109'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 BZ1109
 BZ1109                          STATION RECOVERY (1991)
 BZ1109
 BZ1109'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1109'RECOVERED IN GOOD CONDITION.
 BZ1109
 BZ1109                          STATION RECOVERY (1995)
 BZ1109
 BZ1109'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1109'RECOVERED IN GOOD CONDITION.
 BZ1109
 BZ1109                          STATION RECOVERY (2001)
 BZ1109
 BZ1109'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1109'RECOVERED IN GOOD CONDITION.
 BZ1109
 BZ1109                          STATION RECOVERY (2005)
 BZ1109
 BZ1109'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1077 ***********************************************************************
 BZ1077  DESIGNATION -  Z 1301
 BZ1077  PID         -  BZ1077
 BZ1077  STATE/COUNTY-  TX/MCLENNAN
 BZ1077  USGS QUAD   -  ELM MOTT (1975)
 BZ1077
 BZ1077                         *CURRENT SURVEY CONTROL
 BZ1077  ___________________________________________________________________
 BZ1077* NAD 83(1986)-  31 39 12.     (N)    097 06 07.     (W)     SCALED    
 BZ1077* NAVD 88     -       159.830  (meters)     524.38   (feet)  ADJUSTED  
 BZ1077  ___________________________________________________________________
 BZ1077  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BZ1077  DYNAMIC HT  -         159.631 (meters)     523.72  (feet)  COMP
 BZ1077  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 BZ1077
 BZ1077  VERT ORDER  -  FIRST     CLASS II
 BZ1077
 BZ1077.The horizontal coordinates were scaled from a topographic map and have
 BZ1077.an estimated accuracy of +/- 6 seconds.
 BZ1077
 BZ1077.The orthometric height was determined by differential leveling
 BZ1077.and adjusted by the National Geodetic Survey in June 1991..
 BZ1077
 BZ1077.The geoid height was determined by GEOID03.
 BZ1077
 BZ1077.The dynamic height is computed by dividing the NAVD 88
 BZ1077.geopotential number by the normal gravity value computed on the
 BZ1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1077.degrees latitude (g = 980.6199 gals.).
 BZ1077
 BZ1077.The modeled gravity was interpolated from observed gravity values.
 BZ1077
 BZ1077;                    North         East    Units  Estimated Accuracy
 BZ1077;SPC TX C     - 3,224,690.    1,006,430.      MT  (+/- 180 meters Scaled)
 BZ1077
 BZ1077                          SUPERSEDED SURVEY CONTROL
 BZ1077
 BZ1077.No superseded survey control is available for this station.
 BZ1077
 BZ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA799035(NAD 83)
 BZ1077_MARKER: I = METAL ROD
 BZ1077_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1077_SP_SET: STAINLESS STEEL ROD
 BZ1077_STAMPING: Z 1301 1980
 BZ1077_PROJECTION: FLUSH
 BZ1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1077+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1077_ROD/PIPE-DEPTH: 7.6  meters
 BZ1077
 BZ1077  HISTORY     - Date     Condition        Report By
 BZ1077  HISTORY     - 1980     MONUMENTED       NGS
 BZ1077  HISTORY     - 19910511 GOOD             USPSQD
 BZ1077  HISTORY     - 19950715 GOOD             USPSQD
 BZ1077  HISTORY     - 20010317 GOOD             USPSQD
 BZ1077  HISTORY     - 20031011 GOOD             USPSQD
 BZ1077
 BZ1077                          STATION DESCRIPTION
 BZ1077
 BZ1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1077'2.1 KM SOUTH FROM ELM MOTT.
 BZ1077'2.1 KM. (1.3 MI.) SOUTH ALONG THE FRONTAGE ROAD WHICH PARALLELS
 BZ1077'INTERSTATE 35 ON THE WEST SIDE FROM THE JUNCTION OF FARM ROAD 308 IN
 BZ1077'ELM MOTT, AT THE EAST EDGE OF AN OPEN FIELD AREA AND A BILLBOARD,
 BZ1077'12.0 M. (39.3 FT.) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 BZ1077'64.0 M. (210.0 FT.) SOUTH OF A PRIVATE ENTRANCE LEADING WEST TO A
 BZ1077'BRICK HOUSE, 1.2 M. (4.1 FT.) NORTH-NORTHWEST OF A POWERLINE POLE WITH
 BZ1077'AN ELECTRIC METER AND A JUNCTION BOX, 1.5 M. (4.9 FT.) SOUTHEAST OF
 BZ1077'THE EASTERNMOST ONE OF TWO WOODEN POSTS WHICH SUPPORT A BILLBOARD,
 BZ1077'0.9 M. (3.0 FT.) NORTHEAST OF A CEDAR TREE.  DATUM POINT IS 5 CM.
 BZ1077'BELOW GROUND, ACCES TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1077'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BZ1077'THE MARK IS 0.3 M BELOW THE ROAD.
 BZ1077
 BZ1077                          STATION RECOVERY (1991)
 BZ1077
 BZ1077'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1077'RECOVERED IN GOOD CONDITION.
 BZ1077
 BZ1077                          STATION RECOVERY (1995)
 BZ1077
 BZ1077'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1077'RECOVERED IN GOOD CONDITION.
 BZ1077
 BZ1077                          STATION RECOVERY (2001)
 BZ1077
 BZ1077'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1077'RECOVERED IN GOOD CONDITION.
 BZ1077
 BZ1077                          STATION RECOVERY (2003)
 BZ1077
 BZ1077'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1104 ***********************************************************************
 BZ1104  DESIGNATION -  Z 1302
 BZ1104  PID         -  BZ1104
 BZ1104  STATE/COUNTY-  TX/MCLENNAN
 BZ1104  USGS QUAD   -  BRUCEVILLE (1993)
 BZ1104
 BZ1104                         *CURRENT SURVEY CONTROL
 BZ1104  ___________________________________________________________________
 BZ1104* NAD 83(1986)-  31 21 00.     (N)    097 13 14.     (W)     SCALED    
 BZ1104* NAVD 88     -       184.725  (meters)     606.05   (feet)  ADJUSTED  
 BZ1104  ___________________________________________________________________
 BZ1104  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BZ1104  DYNAMIC HT  -         184.486 (meters)     605.27  (feet)  COMP
 BZ1104  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BZ1104
 BZ1104  VERT ORDER  -  FIRST     CLASS II
 BZ1104
 BZ1104.The horizontal coordinates were scaled from a topographic map and have
 BZ1104.an estimated accuracy of +/- 6 seconds.
 BZ1104
 BZ1104.The orthometric height was determined by differential leveling
 BZ1104.and adjusted by the National Geodetic Survey in June 1991..
 BZ1104
 BZ1104.The geoid height was determined by GEOID03.
 BZ1104
 BZ1104.The dynamic height is computed by dividing the NAVD 88
 BZ1104.geopotential number by the normal gravity value computed on the
 BZ1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1104.degrees latitude (g = 980.6199 gals.).
 BZ1104
 BZ1104.The modeled gravity was interpolated from observed gravity values.
 BZ1104
 BZ1104;                    North         East    Units  Estimated Accuracy
 BZ1104;SPC TX C     - 3,190,750.      996,120.      MT  (+/- 180 meters Scaled)
 BZ1104
 BZ1104                          SUPERSEDED SURVEY CONTROL
 BZ1104
 BZ1104.No superseded survey control is available for this station.
 BZ1104
 BZ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV692697(NAD 83)
 BZ1104_MARKER: I = METAL ROD
 BZ1104_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1104+WITH SETTING: INFORMATION.
 BZ1104_SP_SET: SHALLOW SET METAL ROD
 BZ1104_STAMPING: Z 1302 1980
 BZ1104_PROJECTION: FLUSH
 BZ1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1104+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1104_ROD/PIPE-DEPTH: 0.9  meters
 BZ1104
 BZ1104  HISTORY     - Date     Condition        Report By
 BZ1104  HISTORY     - 1980     MONUMENTED       NGS
 BZ1104  HISTORY     - 19910424 GOOD             USPSQD
 BZ1104  HISTORY     - 19950715 GOOD             USPSQD
 BZ1104  HISTORY     - 20010317 GOOD             USPSQD
 BZ1104  HISTORY     - 20031010 GOOD             USPSQD
 BZ1104  HISTORY     - 20050726 GOOD             USPSQD
 BZ1104
 BZ1104                          STATION DESCRIPTION
 BZ1104
 BZ1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1104'4.7 KM SOUTH FROM LORENA.
 BZ1104'4.7 KM. (2.9 MI.) SOUTH ALONG THE FRONTAGE ROAD (J.H. KULTGEN
 BZ1104'EXPRESSWAY) ON THE WEST SIDE OF INTERSTATE 35 FROM FARM ROAD 2837 IN
 BZ1104'LORENA, ALSO 3.8 KM. (2.35 MI.) NORTH ALONG THE FRONTAGE ROAD FROM THE
 BZ1104'POST OFFICE IN BRUCEVILLE, ABOUT 90 M. (300 FT.) SOUTHWEST OF A
 BZ1104'DRIVEWAY LEADING WEST, 14.5 M. (47.6 FT.) WEST OF THE CENTERLINE OF
 BZ1104'THE FRONTAGE ROAD, 0.6 M. (2.0 FT.) SOUTHWEST OF A CORNER FENCE POST
 BZ1104'AND A 30-CM. BY 30-CM. RAILROAD TIE WHICH PROJECTS 1.8 M., 0.3 M.
 BZ1104'(1.0 FT.) EAST OF A FENCE, 13.5 M. (44.3 FT.) SOUTHWEST OF A
 BZ1104'POWERLINE POLE.  NOTE-ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD
 BZ1104'LIMESTONE.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1104'THROUGH A 13-CM. LOGO CAP.
 BZ1104'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BZ1104'THE MARK IS 0.3 M ABOVE THE ROAD.
 BZ1104
 BZ1104                          STATION RECOVERY (1991)
 BZ1104
 BZ1104'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1104'RECOVERED IN GOOD CONDITION.
 BZ1104
 BZ1104                          STATION RECOVERY (1995)
 BZ1104
 BZ1104'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1104'RECOVERED IN GOOD CONDITION.
 BZ1104
 BZ1104                          STATION RECOVERY (2001)
 BZ1104
 BZ1104'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1104'RECOVERED IN GOOD CONDITION.
 BZ1104
 BZ1104                          STATION RECOVERY (2003)
 BZ1104
 BZ1104'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ1104'RECOVERED IN GOOD CONDITION.
 BZ1104
 BZ1104                          STATION RECOVERY (2005)
 BZ1104
 BZ1104'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0785 ***********************************************************************
 BM0785  DESIGNATION -  Z 1303
 BM0785  PID         -  BM0785
 BM0785  STATE/COUNTY-  TX/WILLIAMSON
 BM0785  USGS QUAD   -  GRANGER (1988)
 BM0785
 BM0785                         *CURRENT SURVEY CONTROL
 BM0785  ___________________________________________________________________
 BM0785* NAD 83(1986)-  30 41 30.     (N)    097 29 17.     (W)     SCALED    
 BM0785* NAVD 88     -       184.362  (meters)     604.86   (feet)  ADJUSTED  
 BM0785  ___________________________________________________________________
 BM0785  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BM0785  DYNAMIC HT  -         184.115 (meters)     604.05  (feet)  COMP
 BM0785  MODELED GRAV-     979,299.5   (mgal)                       NAVD 88
 BM0785
 BM0785  VERT ORDER  -  FIRST     CLASS II
 BM0785
 BM0785.The horizontal coordinates were scaled from a topographic map and have
 BM0785.an estimated accuracy of +/- 6 seconds.
 BM0785
 BM0785.The orthometric height was determined by differential leveling
 BM0785.and adjusted by the National Geodetic Survey in June 1991..
 BM0785
 BM0785.The geoid height was determined by GEOID03.
 BM0785
 BM0785.The dynamic height is computed by dividing the NAVD 88
 BM0785.geopotential number by the normal gravity value computed on the
 BM0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0785.degrees latitude (g = 980.6199 gals.).
 BM0785
 BM0785.The modeled gravity was interpolated from observed gravity values.
 BM0785
 BM0785;                    North         East    Units  Estimated Accuracy
 BM0785;SPC TX C     - 3,117,110.      972,550.      MT  (+/- 180 meters Scaled)
 BM0785
 BM0785                          SUPERSEDED SURVEY CONTROL
 BM0785
 BM0785.No superseded survey control is available for this station.
 BM0785
 BM0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU448964(NAD 83)
 BM0785_MARKER: I = METAL ROD
 BM0785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0785_SP_SET: STAINLESS STEEL ROD
 BM0785_STAMPING: Z 1303 1980
 BM0785_MARK LOGO: NGS   
 BM0785_PROJECTION: FLUSH
 BM0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0785+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0785_ROD/PIPE-DEPTH: 6.1  meters
 BM0785
 BM0785  HISTORY     - Date     Condition        Report By
 BM0785  HISTORY     - 1980     MONUMENTED       NGS
 BM0785  HISTORY     - 1990     GOOD             USPSQD
 BM0785  HISTORY     - 19991231 GOOD             USPSQD
 BM0785  HISTORY     - 20050724 GOOD             USPSQD
 BM0785
 BM0785                          STATION DESCRIPTION
 BM0785
 BM0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0785'6.0 KM (3.7 MI) SW FROM GRANGER.
 BM0785'6.0 KM (3.7 MI) SOUTHWEST ALONG FARM ROAD 971 FROM THE JUNCTION OF
 BM0785'STATE HIGHWAY 95 IN GRANGER, 0.1 KM (0.05 MI) NORTHEAST OF A BRIDGE
 BM0785'OVER OPOSSUM CREEK, 0.1 KM (0.05 MI) SOUTHWEST OF A PAVED ROAD LEADING
 BM0785'SOUTHEAST TO A FARM HOUSE AND BUILDINGS, 12.2 METERS (40.0 FT) WEST OF
 BM0785'THE CENTERLINE OF THE ROAD, 0.6 METER (2.0 FT) SOUTH-SOUTHEAST OF A
 BM0785'CORNER FENCE POST, 0.3 METER (1.0 FT) EAST OF A FENCE.
 BM0785'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BM0785'THE MARK IS 0.3 M BELOW FARM ROAD 971.
 BM0785
 BM0785                          STATION RECOVERY (1990)
 BM0785
 BM0785'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0785'RECOVERED IN GOOD CONDITION.
 BM0785
 BM0785                          STATION RECOVERY (1999)
 BM0785
 BM0785'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0785'RECOVERED IN GOOD CONDITION.
 BM0785
 BM0785                          STATION RECOVERY (2005)
 BM0785
 BM0785'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0815 ***********************************************************************
 BM0815  DESIGNATION -  Z 1304
 BM0815  PID         -  BM0815
 BM0815  STATE/COUNTY-  TX/TRAVIS
 BM0815  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0815
 BM0815                         *CURRENT SURVEY CONTROL
 BM0815  ___________________________________________________________________
 BM0815* NAD 83(1986)-  30 22 38.     (N)    097 40 34.     (W)     SCALED    
 BM0815* NAVD 88     -       222.290  (meters)     729.30   (feet)  ADJUSTED  
 BM0815  ___________________________________________________________________
 BM0815  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BM0815  DYNAMIC HT  -         221.988 (meters)     728.31  (feet)  COMP
 BM0815  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 BM0815
 BM0815  VERT ORDER  -  FIRST     CLASS II
 BM0815
 BM0815.The horizontal coordinates were scaled from a topographic map and have
 BM0815.an estimated accuracy of +/- 6 seconds.
 BM0815
 BM0815.The orthometric height was determined by differential leveling
 BM0815.and adjusted by the National Geodetic Survey in June 1991..
 BM0815
 BM0815.The geoid height was determined by GEOID03.
 BM0815
 BM0815.The dynamic height is computed by dividing the NAVD 88
 BM0815.geopotential number by the normal gravity value computed on the
 BM0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0815.degrees latitude (g = 980.6199 gals.).
 BM0815
 BM0815.The modeled gravity was interpolated from observed gravity values.
 BM0815
 BM0815;                    North         East    Units  Estimated Accuracy
 BM0815;SPC TX C     - 3,081,820.      955,370.      MT  (+/- 180 meters Scaled)
 BM0815
 BM0815                          SUPERSEDED SURVEY CONTROL
 BM0815
 BM0815.No superseded survey control is available for this station.
 BM0815
 BM0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU272613(NAD 83)
 BM0815_MARKER: DB = BENCH MARK DISK
 BM0815_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0815_SP_SET: OVERPASS PIER
 BM0815_STAMPING: Z 1304 1980
 BM0815_MARK LOGO: NGS   
 BM0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0815+STABILITY: POSITION/ELEVATION WELL
 BM0815
 BM0815  HISTORY     - Date     Condition        Report By
 BM0815  HISTORY     - 1980     MONUMENTED       NGS
 BM0815  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0815  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM0815
 BM0815                          STATION DESCRIPTION
 BM0815
 BM0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0815'5.2 KM (3.25 MI) NORTH FROM AUSTIN.
 BM0815'5.2 KM (3.25 MI) NORTH ALONG INTERSTATE 35 FROM THE JUNCTION OF U.S.
 BM0815'HIGHWAY 183 IN AUSTIN, SET VERTICALLY IN THE NORTHWESTERNMOST PIER OF
 BM0815'THE BRAKER LANE OVERPASS OVER THE INTERSTATE, 8.2 METERS (27.0 FT)
 BM0815'WEST OF THE CENTERLINE OF INTERSTATE 35 SOUTHBOUND.  NOTE-PIERS ARE
 BM0815'DRILLED INTO AUSTIN CHALK.
 BM0815'THE MARK IS 1.1 M ABOVE THE INTERSTATE.
 BM0815
 BM0815                          STATION RECOVERY (1990)
 BM0815
 BM0815'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0815'MARK NOT FOUND.
 BM0815
 BM0815                          STATION RECOVERY (2001)
 BM0815
 BM0815'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 BM0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0761 ***********************************************************************
 BM0761  DESIGNATION -  Z 1305
 BM0761  PID         -  BM0761
 BM0761  STATE/COUNTY-  TX/TRAVIS
 BM0761  USGS QUAD   -  OAK HILL (1988)
 BM0761
 BM0761                         *CURRENT SURVEY CONTROL
 BM0761  ___________________________________________________________________
 BM0761* NAD 83(1986)-  30 12 45.     (N)    097 46 14.     (W)     SCALED    
 BM0761* NAVD 88     -       185.876  (meters)     609.83   (feet)  ADJUSTED  
 BM0761  ___________________________________________________________________
 BM0761  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0761  DYNAMIC HT  -         185.620 (meters)     608.99  (feet)  COMP
 BM0761  MODELED GRAV-     979,264.2   (mgal)                       NAVD 88
 BM0761
 BM0761  VERT ORDER  -  FIRST     CLASS II
 BM0761
 BM0761.The horizontal coordinates were scaled from a topographic map and have
 BM0761.an estimated accuracy of +/- 6 seconds.
 BM0761
 BM0761.The orthometric height was determined by differential leveling
 BM0761.and adjusted by the National Geodetic Survey in June 1991..
 BM0761
 BM0761.The geoid height was determined by GEOID03.
 BM0761
 BM0761.The dynamic height is computed by dividing the NAVD 88
 BM0761.geopotential number by the normal gravity value computed on the
 BM0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0761.degrees latitude (g = 980.6199 gals.).
 BM0761
 BM0761.The modeled gravity was interpolated from observed gravity values.
 BM0761
 BM0761;                    North         East    Units  Estimated Accuracy
 BM0761;SPC TX C     - 3,063,350.      946,720.      MT  (+/- 180 meters Scaled)
 BM0761
 BM0761                          SUPERSEDED SURVEY CONTROL
 BM0761
 BM0761.No superseded survey control is available for this station.
 BM0761
 BM0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU183429(NAD 83)
 BM0761_MARKER: I = METAL ROD
 BM0761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0761_SP_SET: STAINLESS STEEL ROD
 BM0761_STAMPING: Z 1305 1980
 BM0761_MARK LOGO: NGS   
 BM0761_PROJECTION: FLUSH
 BM0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0761_ROD/PIPE-DEPTH: 3.1  meters
 BM0761
 BM0761  HISTORY     - Date     Condition        Report By
 BM0761  HISTORY     - 1980     MONUMENTED       NGS
 BM0761  HISTORY     - 1990     GOOD             USPSQD
 BM0761  HISTORY     - 19910116 MARK NOT FOUND   USPSQD
 BM0761  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM0761
 BM0761                          STATION DESCRIPTION
 BM0761
 BM0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0761'1.3 KM (0.8 MI) SW FROM AUSTIN.
 BM0761'1.3 KM (0.8 MI) SOUTHWEST ALONG CONGRESS AVENUE FROM THE JUNCTION OF
 BM0761'BEN WHITE BOULEVARD IN AUSTIN, 14.6 METERS (48.0 FT) NORTHWEST OF THE
 BM0761'CENTERLINE OF THE AVENUE, 21.2 METERS (69.5 FT) SOUTHEAST OF A LIGHT
 BM0761'POLE, 1.4 METERS (4.5 FT) NORTHEAST OF A POWERLINE POLE WITH A LIGHT,
 BM0761'2.0 METERS (6.5 FT) NORTH-NORTHWEST OF THE CENTER OF A DRAINAGE TRAP.
 BM0761'NOTE-ROD DRIVEN TO REFUSAL.
 BM0761'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 BM0761'THE MARK IS ABOVE LEVEL WITH CONGRESS AVENUE.
 BM0761
 BM0761                          STATION RECOVERY (1990)
 BM0761
 BM0761'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0761'RECOVERED IN GOOD CONDITION.
 BM0761
 BM0761                          STATION RECOVERY (1991)
 BM0761
 BM0761'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0761'MARK NOT FOUND.
 BM0761
 BM0761                          STATION RECOVERY (2001)
 BM0761
 BM0761'RECOVERY NOTE BY US POWER SQUADRON 2001 (REC)
 BM0761'ROAD CONSTRUCTION HAS BEEN DONE IN THE AREA.  WITNESS POST IS IN PLACE
 BM0761'BUT MARK NOT FOUND. A CONSIDERABLE AMOUNT OF DIGGING MAY UNCOVER THE
 BM0761'MARK BUT INDICATIONS ARE THAT THE WITNESS POST HAD BEEN MOVED DURING
 BM0761'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1578 ***********************************************************************
 AY1578  DESIGNATION -  Z 1306
 AY1578  PID         -  AY1578
 AY1578  STATE/COUNTY-  TX/HAYS
 AY1578  USGS QUAD   -  HUNTER (1994)
 AY1578
 AY1578                         *CURRENT SURVEY CONTROL
 AY1578  ___________________________________________________________________
 AY1578* NAD 83(1986)-  29 48 06.     (N)    098 00 57.     (W)     SCALED    
 AY1578* NAVD 88     -       202.376  (meters)     663.96   (feet)  ADJUSTED  
 AY1578  ___________________________________________________________________
 AY1578  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY1578  DYNAMIC HT  -         202.089 (meters)     663.02  (feet)  COMP
 AY1578  MODELED GRAV-     979,220.2   (mgal)                       NAVD 88
 AY1578
 AY1578  VERT ORDER  -  FIRST     CLASS II
 AY1578
 AY1578.The horizontal coordinates were scaled from a topographic map and have
 AY1578.an estimated accuracy of +/- 6 seconds.
 AY1578
 AY1578.The orthometric height was determined by differential leveling
 AY1578.and adjusted by the National Geodetic Survey in June 1991..
 AY1578
 AY1578.The geoid height was determined by GEOID03.
 AY1578
 AY1578.The dynamic height is computed by dividing the NAVD 88
 AY1578.geopotential number by the normal gravity value computed on the
 AY1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1578.degrees latitude (g = 980.6199 gals.).
 AY1578
 AY1578.The modeled gravity was interpolated from observed gravity values.
 AY1578
 AY1578;                    North         East    Units  Estimated Accuracy
 AY1578;SPC TXSC     - 4,218,550.      695,140.      MT  (+/- 180 meters Scaled)
 AY1578
 AY1578                          SUPERSEDED SURVEY CONTROL
 AY1578
 AY1578.No superseded survey control is available for this station.
 AY1578
 AY1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT951972(NAD 83)
 AY1578_MARKER: I = METAL ROD
 AY1578_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1578_SP_SET: STAINLESS STEEL ROD
 AY1578_STAMPING: Z 1306 1980
 AY1578_MARK LOGO: NGS   
 AY1578_PROJECTION: FLUSH
 AY1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1578_ROD/PIPE-DEPTH: 4.7  meters
 AY1578
 AY1578  HISTORY     - Date     Condition        Report By
 AY1578  HISTORY     - 1980     MONUMENTED       NGS
 AY1578  HISTORY     - 1989     POOR             USPSQD
 AY1578  HISTORY     - 1989     GOOD             USPSQD
 AY1578  HISTORY     - 1990     GOOD             USPSQD
 AY1578  HISTORY     - 19930808 GOOD             USPSQD
 AY1578  HISTORY     - 19990925 GOOD             USPSQD
 AY1578
 AY1578                          STATION DESCRIPTION
 AY1578
 AY1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1578'11.6 KM (7.2 MI) SW FROM SAN MARCOS.
 AY1578'11.6 KM (7.2 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1578'35 FROM THE JUNCTION OF LOOP 82 AND STATE HIGHWAY 123 IN SAN MARCOS,
 AY1578'AT THE HAYS-COMAL COUNTY LINE, 9.6 METERS (31.5 FT) NORTHWEST OF THE
 AY1578'CENTERLINE OF THE FRONTAGE ROAD, 0.9 METER (3.0 FT) NORTHEAST OF A
 AY1578'COUNTY LINE MARKER, 3.7 METERS (12.0 FT) NORTHEAST OF AN UNDERGROUND
 AY1578'TELEPHONE CABLE JUNCTION BOX, 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE,
 AY1578'0.5 METER (1.7 FT) NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 AY1578'3.0 METERS (10.0 FT) NORTHEAST OF A POWERLINE POLE.  NOTE-ROD DRIVEN
 AY1578'TO REFUSAL.
 AY1578'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AY1578'THE MARK IS .3 M BELOW THE FRONTAGE ROAD.
 AY1578
 AY1578                          STATION RECOVERY (1989)
 AY1578
 AY1578'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1578'MARK RECOVERED IN POOR CONDITION.
 AY1578
 AY1578                          STATION RECOVERY (1989)
 AY1578
 AY1578'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1578'RECOVERED IN GOOD CONDITION.
 AY1578
 AY1578                          STATION RECOVERY (1990)
 AY1578
 AY1578'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY1578'RECOVERED IN GOOD CONDITION.
 AY1578
 AY1578                          STATION RECOVERY (1993)
 AY1578
 AY1578'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1578'RECOVERED IN GOOD CONDITION.
 AY1578
 AY1578                          STATION RECOVERY (1999)
 AY1578
 AY1578'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1528 ***********************************************************************
 AY1528  DESIGNATION -  Z 1307
 AY1528  PID         -  AY1528
 AY1528  STATE/COUNTY-  TX/BEXAR
 AY1528  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1528
 AY1528                         *CURRENT SURVEY CONTROL
 AY1528  ___________________________________________________________________
 AY1528* NAD 83(1986)-  29 27 54.     (N)    098 24 34.     (W)     SCALED    
 AY1528* NAVD 88     -       210.970  (meters)     692.16   (feet)  ADJUSTED  
 AY1528  ___________________________________________________________________
 AY1528  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AY1528  DYNAMIC HT  -         210.663 (meters)     691.15  (feet)  COMP
 AY1528  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY1528
 AY1528  VERT ORDER  -  FIRST     CLASS II
 AY1528
 AY1528.The horizontal coordinates were scaled from a topographic map and have
 AY1528.an estimated accuracy of +/- 6 seconds.
 AY1528
 AY1528.The orthometric height was determined by differential leveling
 AY1528.and adjusted by the National Geodetic Survey in June 1991..
 AY1528
 AY1528.The geoid height was determined by GEOID03.
 AY1528
 AY1528.The dynamic height is computed by dividing the NAVD 88
 AY1528.geopotential number by the normal gravity value computed on the
 AY1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1528.degrees latitude (g = 980.6199 gals.).
 AY1528
 AY1528.The modeled gravity was interpolated from observed gravity values.
 AY1528
 AY1528;                    North         East    Units  Estimated Accuracy
 AY1528;SPC TXSC     - 4,180,980.      657,280.      MT  (+/- 180 meters Scaled)
 AY1528
 AY1528                          SUPERSEDED SURVEY CONTROL
 AY1528
 AY1528.No superseded survey control is available for this station.
 AY1528
 AY1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT572596(NAD 83)
 AY1528_MARKER: I = METAL ROD
 AY1528_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1528_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1528_STAMPING: Z 1307 1980
 AY1528_MARK LOGO: NGS   
 AY1528_PROJECTION: RECESSED 3 CENTIMETERS
 AY1528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1528+STABILITY: POSITION/ELEVATION WELL
 AY1528_ROD/PIPE-DEPTH: 11.0 meters
 AY1528_SLEEVE-DEPTH  : 9.1 meters
 AY1528
 AY1528  HISTORY     - Date     Condition        Report By
 AY1528  HISTORY     - 1980     MONUMENTED       NGS
 AY1528  HISTORY     - 1989     GOOD             USPSQD
 AY1528  HISTORY     - 19990227 GOOD             USPSQD
 AY1528
 AY1528                          STATION DESCRIPTION
 AY1528
 AY1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1528'IN SAN ANTONIO.
 AY1528'IN SAN ANTONIO, 1.3 KM (0.8 MI) NORTHEAST ALONG THE NORTH FRONTAGE
 AY1528'ROAD OF INTERSTATE 35 FROM THE JUNCTION OF BENZ ENGLEMAN ROAD, 6.4 KM
 AY1528'(4.0 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM THE NEW BRAUNFELS
 AY1528'AVENUE EXIT, AT THE SOUTHEASTERNMOST CORNER OF THE TEXAS NATIONAL
 AY1528'GUARD ARMORY BUILDING AT 4255 INTERSTATE 35 NORTH, IN LINE WITH A ROW
 AY1528'OF ASH TREES, 48.8 METERS (160 FT) NORTHWEST OF THE CENTERLINE OF THE
 AY1528'SOUTHBOUND LANES OF THE FRONTAGE ROAD, 13.4 METERS (44.0 FT) SOUTH OF
 AY1528'THE EXTENDED CENTER OF THE DOORS AT THE EAST ENTRANCE OF THE ARMORY,
 AY1528'16.3 METERS (53.5 FT) SOUTH OF A FLAGPOLE, 4.0 METERS (13.2 FT)
 AY1528'NORTHEAST OF THE SOUTHEASTERNMOST CORNER OF THE ARMORY BUILDING,
 AY1528'2.5 METERS (8.2 FT) WEST OF THE WEST CURB OF A PARKING LOT ON THE EAST
 AY1528'SIDE OF THE ARMORY.
 AY1528'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 AY1528
 AY1528                          STATION RECOVERY (1989)
 AY1528
 AY1528'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1528'RECOVERED IN GOOD CONDITION.
 AY1528
 AY1528                          STATION RECOVERY (1999)
 AY1528
 AY1528'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1549 ***********************************************************************
 AY1549  DESIGNATION -  Z 1308
 AY1549  PID         -  AY1549
 AY1549  STATE/COUNTY-  TX/BEXAR
 AY1549  USGS QUAD   -  SCHERTZ (1992)
 AY1549
 AY1549                         *CURRENT SURVEY CONTROL
 AY1549  ___________________________________________________________________
 AY1549* NAD 83(1986)-  29 36 01.     (N)    098 16 37.     (W)     SCALED    
 AY1549* NAVD 88     -       257.413  (meters)     844.53   (feet)  ADJUSTED  
 AY1549  ___________________________________________________________________
 AY1549  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AY1549  DYNAMIC HT  -         257.039 (meters)     843.30  (feet)  COMP
 AY1549  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY1549
 AY1549  VERT ORDER  -  FIRST     CLASS II
 AY1549
 AY1549.The horizontal coordinates were scaled from a topographic map and have
 AY1549.an estimated accuracy of +/- 6 seconds.
 AY1549
 AY1549.The orthometric height was determined by differential leveling
 AY1549.and adjusted by the National Geodetic Survey in June 1991..
 AY1549
 AY1549.The geoid height was determined by GEOID03.
 AY1549
 AY1549.The dynamic height is computed by dividing the NAVD 88
 AY1549.geopotential number by the normal gravity value computed on the
 AY1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1549.degrees latitude (g = 980.6199 gals.).
 AY1549
 AY1549.The modeled gravity was interpolated from observed gravity values.
 AY1549
 AY1549;                    North         East    Units  Estimated Accuracy
 AY1549;SPC TXSC     - 4,196,040.      670,030.      MT  (+/- 180 meters Scaled)
 AY1549
 AY1549                          SUPERSEDED SURVEY CONTROL
 AY1549
 AY1549.No superseded survey control is available for this station.
 AY1549
 AY1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT700747(NAD 83)
 AY1549_MARKER: DB = BENCH MARK DISK
 AY1549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1549_SP_SET: BRIDGE
 AY1549_STAMPING: Z 1308 1980
 AY1549_MARK LOGO: NGS   
 AY1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1549
 AY1549  HISTORY     - Date     Condition        Report By
 AY1549  HISTORY     - 1980     MONUMENTED       NGS
 AY1549  HISTORY     - 1989     GOOD             USPSQD
 AY1549  HISTORY     - 1990     GOOD             USPSQD
 AY1549  HISTORY     - 1990     GOOD             USPSQD
 AY1549  HISTORY     - 1991     GOOD             USPSQD
 AY1549  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AY1549
 AY1549                          STATION DESCRIPTION
 AY1549
 AY1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1549'17.7 KM (11.0 MI) SW FROM NEW BRAUNFELS.
 AY1549'17.7 KM (11.0 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1549'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, AT THE
 AY1549'JUNCTION OF FARM ROAD 3009 LEADING NORTHWEST, IN TOP OF THE NORTHWEST
 AY1549'END OF THE SOUTHWEST CONCRETE GUARDRAIL OF THE OVERPASS OVER THE
 AY1549'INTERSTATE, 4.9 METERS (16.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AY1549'FARM ROAD, 19.0 METERS (62.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AY1549'FRONTAGE ROAD.
 AY1549'THE MARK IS 1.1 M ABOVE THE ROAD.
 AY1549
 AY1549                          STATION RECOVERY (1989)
 AY1549
 AY1549'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1549'RECOVERED IN GOOD CONDITION.
 AY1549
 AY1549                          STATION RECOVERY (1990)
 AY1549
 AY1549'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1549'RECOVERED IN GOOD CONDITION.
 AY1549
 AY1549                          STATION RECOVERY (1990)
 AY1549
 AY1549'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1549'RECOVERED IN GOOD CONDITION.
 AY1549
 AY1549                          STATION RECOVERY (1991)
 AY1549
 AY1549'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1549'RECOVERED IN GOOD CONDITION.
 AY1549
 AY1549                          STATION RECOVERY (1999)
 AY1549
 AY1549'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0773 ***********************************************************************
 DN0773  DESIGNATION -  Z 131
 DN0773  PID         -  DN0773
 DN0773  STATE/COUNTY-  TX/WISE
 DN0773  USGS QUAD   -  DECATUR (1972)
 DN0773
 DN0773                         *CURRENT SURVEY CONTROL
 DN0773  ___________________________________________________________________
 DN0773* NAD 83(1986)-  33 13 29.     (N)    097 34 32.     (W)     SCALED    
 DN0773* NAVD 88     -       318.716  (meters)    1045.65   (feet)  ADJUSTED  
 DN0773  ___________________________________________________________________
 DN0773  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DN0773  DYNAMIC HT  -         318.346 (meters)    1044.44  (feet)  COMP
 DN0773  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 DN0773
 DN0773  VERT ORDER  -  FIRST     CLASS II
 DN0773
 DN0773.The horizontal coordinates were scaled from a topographic map and have
 DN0773.an estimated accuracy of +/- 6 seconds.
 DN0773
 DN0773.The orthometric height was determined by differential leveling
 DN0773.and adjusted by the National Geodetic Survey in June 1991..
 DN0773
 DN0773.The geoid height was determined by GEOID03.
 DN0773
 DN0773.The dynamic height is computed by dividing the NAVD 88
 DN0773.geopotential number by the normal gravity value computed on the
 DN0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0773.degrees latitude (g = 980.6199 gals.).
 DN0773
 DN0773.The modeled gravity was interpolated from observed gravity values.
 DN0773
 DN0773;                    North         East    Units  Estimated Accuracy
 DN0773;SPC TXNC     - 2,173,150.      686,160.      MT  (+/- 180 meters Scaled)
 DN0773
 DN0773                          SUPERSEDED SURVEY CONTROL
 DN0773
 DN0773  NGVD 29 (??/??/92)  318.637  (m)         1045.39   (f) ADJ UNCH    1 2
 DN0773
 DN0773.Superseded values are not recommended for survey control.
 DN0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0773.See file dsdata.txt to determine how the superseded data were derived.
 DN0773
 DN0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB327771(NAD 83)
 DN0773_MARKER: DB = BENCH MARK DISK
 DN0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0773_SP_SET: CULVERT
 DN0773_STAMPING: Z 131 1952
 DN0773_MARK LOGO: CGS   
 DN0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0773
 DN0773  HISTORY     - Date     Condition        Report By
 DN0773  HISTORY     - 1952     MONUMENTED       CGS
 DN0773  HISTORY     - 1984     GOOD             NGS
 DN0773  HISTORY     - 19990827 MARK NOT FOUND   USPSQD
 DN0773
 DN0773                          STATION DESCRIPTION
 DN0773
 DN0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0773'0.7 MI SE FROM DECATUR.
 DN0773'0.7 MILE SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0773'THE STATION AT DECATUR, AT THE SOUTHEAST END OF A SIDE TRACK, 29 FEET
 DN0773'WEST OF A SWITCH STAND, 11.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 DN0773'THE MAIN TRACK, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 DN0773'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF CONCRETE CULVERT 39-55.
 DN0773
 DN0773                          STATION RECOVERY (1984)
 DN0773
 DN0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0773'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 DN0773'FORT WORTH AND DENVER RAILROAD IS NOW THE BURLINGTON NORTHERN
 DN0773'RAILROAD.
 DN0773
 DN0773                          STATION RECOVERY (1999)
 DN0773
 DN0773'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0857 ***********************************************************************
 DN0857  DESIGNATION -  Z 133
 DN0857  PID         -  DN0857
 DN0857  STATE/COUNTY-  TX/MONTAGUE
 DN0857  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0857
 DN0857                         *CURRENT SURVEY CONTROL
 DN0857  ___________________________________________________________________
 DN0857* NAD 83(1986)-  33 34 31.     (N)    097 52 57.     (W)     SCALED    
 DN0857* NAVD 88     -       318.173  (meters)    1043.87   (feet)  ADJUSTED  
 DN0857  ___________________________________________________________________
 DN0857  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DN0857  DYNAMIC HT  -         317.821 (meters)    1042.72  (feet)  COMP
 DN0857  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 DN0857
 DN0857  VERT ORDER  -  FIRST     CLASS II
 DN0857
 DN0857.The horizontal coordinates were scaled from a topographic map and have
 DN0857.an estimated accuracy of +/- 6 seconds.
 DN0857
 DN0857.The orthometric height was determined by differential leveling
 DN0857.and adjusted by the National Geodetic Survey in June 1991..
 DN0857
 DN0857.The geoid height was determined by GEOID03.
 DN0857
 DN0857.The dynamic height is computed by dividing the NAVD 88
 DN0857.geopotential number by the normal gravity value computed on the
 DN0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0857.degrees latitude (g = 980.6199 gals.).
 DN0857
 DN0857.The modeled gravity was interpolated from observed gravity values.
 DN0857
 DN0857;                    North         East    Units  Estimated Accuracy
 DN0857;SPC TXNC     - 2,211,820.      657,330.      MT  (+/- 180 meters Scaled)
 DN0857
 DN0857                          SUPERSEDED SURVEY CONTROL
 DN0857
 DN0857  NGVD 29 (??/??/92)  318.085  (m)         1043.58   (f) ADJ UNCH    1 2
 DN0857
 DN0857.Superseded values are not recommended for survey control.
 DN0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0857.See file dsdata.txt to determine how the superseded data were derived.
 DN0857
 DN0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC037156(NAD 83)
 DN0857_MARKER: DB = BENCH MARK DISK
 DN0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0857_SP_SET: ABUTMENT
 DN0857_STAMPING: 1043.584 Z 133 1933
 DN0857_MARK LOGO: CGS   
 DN0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0857
 DN0857  HISTORY     - Date     Condition        Report By
 DN0857  HISTORY     - 1933     MONUMENTED       CGS
 DN0857  HISTORY     - 1950     GOOD             NGS
 DN0857  HISTORY     - 1984     GOOD             NGS
 DN0857  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0857
 DN0857                          STATION DESCRIPTION
 DN0857
 DN0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0857'2.3 MI NW FROM BOWIE.
 DN0857'MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS IN THE SOUTH
 DN0857'END OF THE WEST ABUTMENT AND 8 FEET SOUTH OF THE CENTERLINE OF THE
 DN0857'TRACKS RATHER THAN IN THE NORTH END OF THE WEST ABUTMENT, 8 FEET NORTH
 DN0857'OF THE CENTERLINE OF THE TRACKS AS STATED IN THE ORIGINAL DESCRIPTION.
 DN0857'AT RAILROAD MILEAGE 70.72.
 DN0857
 DN0857                          STATION RECOVERY (1984)
 DN0857
 DN0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0857'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0857'TO REACH FOLLOWS.  3.7 KM (2.3 MI) NORTHWESTERLY ALONG THE BURLINGTON
 DN0857'NORTHERN RAILROAD FROM THE STATION IN BOWIE.
 DN0857
 DN0857                          STATION RECOVERY (1996)
 DN0857
 DN0857'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0186 ***********************************************************************
 EN0186  DESIGNATION -  Z 135 RESET 1956
 EN0186  PID         -  EN0186
 EN0186  STATE/COUNTY-  TX/DONLEY
 EN0186  USGS QUAD   -  CLARENDON (1982)
 EN0186
 EN0186                         *CURRENT SURVEY CONTROL
 EN0186  ___________________________________________________________________
 EN0186* NAD 83(1986)-  34 56 16.     (N)    100 53 16.     (W)     SCALED    
 EN0186* NAVD 88     -       833.063  (meters)    2733.14   (feet)  ADJUSTED  
 EN0186  ___________________________________________________________________
 EN0186  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EN0186  DYNAMIC HT  -         832.098 (meters)    2729.97  (feet)  COMP
 EN0186  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 EN0186
 EN0186  VERT ORDER  -  FIRST     CLASS II
 EN0186
 EN0186.The horizontal coordinates were scaled from a topographic map and have
 EN0186.an estimated accuracy of +/- 6 seconds.
 EN0186
 EN0186.The orthometric height was determined by differential leveling
 EN0186.and adjusted by the National Geodetic Survey in June 1991..
 EN0186
 EN0186.The geoid height was determined by GEOID03.
 EN0186
 EN0186.The dynamic height is computed by dividing the NAVD 88
 EN0186.geopotential number by the normal gravity value computed on the
 EN0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0186.degrees latitude (g = 980.6199 gals.).
 EN0186
 EN0186.The modeled gravity was interpolated from observed gravity values.
 EN0186
 EN0186;                    North         East    Units  Estimated Accuracy
 EN0186;SPC TX N     - 1,104,210.      255,930.      MT  (+/- 180 meters Scaled)
 EN0186
 EN0186                          SUPERSEDED SURVEY CONTROL
 EN0186
 EN0186.No superseded survey control is available for this station.
 EN0186
 EN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD275677(NAD 83)
 EN0186_MARKER: DB = BENCH MARK DISK
 EN0186_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EN0186+WITH SETTING: PAVEMENT
 EN0186_STAMPING: Z 135 RESET 1956
 EN0186_MARK LOGO: CGS   
 EN0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0186+STABILITY: SURFACE MOTION
 EN0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0186+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 EN0186
 EN0186  HISTORY     - Date     Condition        Report By
 EN0186  HISTORY     - 1956     MONUMENTED       CGS
 EN0186  HISTORY     - 1984     GOOD             NGS
 EN0186  HISTORY     - 20040803 GOOD             USPSQD
 EN0186  HISTORY     - 20050804 MARK NOT FOUND   USPSQD
 EN0186
 EN0186                          STATION DESCRIPTION
 EN0186
 EN0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EN0186'CLARENDON.
 EN0186'A STANDARD DISK STAMPED Z 135 RESET 1956 AND SET IN THE SOUTHWEST
 EN0186'CORNER OF THE CONCRETE DECK OF THE CONCRETE CULVERT AND SIDEWALK AT
 EN0186'THE EAST SIDE OF THE DONLEY COUNTY STATE BANK.  THE MARK IS 1 FOOT
 EN0186'NORTH OF THE NORTHEAST CORNER OF THE BANK BUILDING AND 8 INCHES NORTH
 EN0186'OF THE RAIL POST AT THE WEST END OF THE CULVERT RAILING.  IT IS 7 FEET
 EN0186'SOUTH OF THE CURB LINE OF THE MAIN EAST-WEST STREET WHICH IS THE
 EN0186'HIGHWAY AND ABOUT 42 YARDS EAST OF THE EAST CURB OF MAIN STREET.
 EN0186
 EN0186                          STATION RECOVERY (1984)
 EN0186
 EN0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0186'RECOVERED IN GOOD CONDITION.
 EN0186
 EN0186                          STATION RECOVERY (2004)
 EN0186
 EN0186'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0186'RECOVERED IN GOOD CONDITION.
 EN0186
 EN0186                          STATION RECOVERY (2005)
 EN0186
 EN0186'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0186'LOOKED BUT COULD NOT FIND IT.  SOMETHING DID NOT MATCH THE GP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0084 ***********************************************************************
 GK0084  DESIGNATION -  Z 136
 GK0084  PID         -  GK0084
 GK0084  STATE/COUNTY-  TX/OCHILTREE
 GK0084  USGS QUAD   -  LAKE FRYER (1973)
 GK0084
 GK0084                         *CURRENT SURVEY CONTROL
 GK0084  ___________________________________________________________________
 GK0084* NAD 83(1986)-  36 12 09.     (N)    100 42 52.     (W)     SCALED    
 GK0084* NAVD 88     -       875.899  (meters)    2873.68   (feet)  ADJUSTED  
 GK0084  ___________________________________________________________________
 GK0084  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 GK0084  DYNAMIC HT  -         874.973 (meters)    2870.64  (feet)  COMP
 GK0084  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 GK0084
 GK0084  VERT ORDER  -  FIRST     CLASS II
 GK0084
 GK0084.The horizontal coordinates were scaled from a topographic map and have
 GK0084.an estimated accuracy of +/- 6 seconds.
 GK0084
 GK0084.The orthometric height was determined by differential leveling
 GK0084.and adjusted by the National Geodetic Survey in June 1991..
 GK0084
 GK0084.The geoid height was determined by GEOID03.
 GK0084
 GK0084.The dynamic height is computed by dividing the NAVD 88
 GK0084.geopotential number by the normal gravity value computed on the
 GK0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0084.degrees latitude (g = 980.6199 gals.).
 GK0084
 GK0084.The modeled gravity was interpolated from observed gravity values.
 GK0084
 GK0084;                    North         East    Units  Estimated Accuracy
 GK0084;SPC TX N     - 1,244,630.      270,650.      MT  (+/- 180 meters Scaled)
 GK0084
 GK0084                          SUPERSEDED SURVEY CONTROL
 GK0084
 GK0084  NGVD 29 (??/??/92)  875.534  (m)         2872.48   (f) ADJ UNCH    1 2
 GK0084
 GK0084.Superseded values are not recommended for survey control.
 GK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0084.See file dsdata.txt to determine how the superseded data were derived.
 GK0084
 GK0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF458077(NAD 83)
 GK0084_MARKER: DB = BENCH MARK DISK
 GK0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0084_STAMPING: Z 136 1934
 GK0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0084+STABILITY: SURFACE MOTION
 GK0084
 GK0084  HISTORY     - Date     Condition        Report By
 GK0084  HISTORY     - 1934     MONUMENTED       CGS
 GK0084  HISTORY     - 1943     GOOD             NGS
 GK0084  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0084
 GK0084                          STATION DESCRIPTION
 GK0084
 GK0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0084'15.3 MI SE FROM PERRYTON.
 GK0084'15.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 83 FROM PERRYTON, 1.15
 GK0084'MILE NORTHWEST OF JUNCTION OF HIGHWAY AND DIRT ROAD LEADING WEST TO
 GK0084'SPEARMAN, 0.55 MILE NORTHWEST OF YELLOW STUCCO FARM HOUSE AND A LARGE
 GK0084'CONCRETE CULVERT OVER A DRAW, 0.25 MILE NORTHWEST OF A CONCRETE
 GK0084'CULVERT UNDER HIGHWAY, 49.8 FEET NORTHEAST OF THE CENTER-LINE OF THE
 GK0084'HIGHWAY, 18.0 FEET NORTHWEST OF A BARBED WIRE FENCE LINE CORNER, 1.5
 GK0084'FEET SOUTHWEST OF RIGHT-OF-WAY BARBED WIRE FENCE LINE, A CONCRETE POST
 GK0084'PROJECTING 1 INCH ABOVE THE GROUND.  NOTE-- RD. WORK IN AREA.
 GK0084
 GK0084                          STATION RECOVERY (1973)
 GK0084
 GK0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0043 ***********************************************************************
 FL0043  DESIGNATION -  Z 137 RESET 1946
 FL0043  PID         -  FL0043
 FL0043  STATE/COUNTY-  TX/HEMPHILL
 FL0043  USGS QUAD   -  CANADIAN EAST (1972)
 FL0043
 FL0043                         *CURRENT SURVEY CONTROL
 FL0043  ___________________________________________________________________
 FL0043* NAD 83(1986)-  35 58 47.     (N)    100 17 39.     (W)     SCALED    
 FL0043* NAVD 88     -       764.67   (meters)    2508.8    (feet)  RESET     
 FL0043  ___________________________________________________________________
 FL0043  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FL0043
 FL0043  VERT ORDER  -  THIRD
 FL0043
 FL0043.The horizontal coordinates were scaled from a topographic map and have
 FL0043.an estimated accuracy of +/- 6 seconds.
 FL0043
 FL0043.The orthometric height was computed from unverified reset data.
 FL0043
 FL0043.The geoid height was determined by GEOID03.
 FL0043
 FL0043;                    North         East    Units  Estimated Accuracy
 FL0043;SPC TX N     - 1,220,290.      308,740.      MT  (+/- 180 meters Scaled)
 FL0043
 FL0043                          SUPERSEDED SURVEY CONTROL
 FL0043
 FL0043.No superseded survey control is available for this station.
 FL0043
 FL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE833824(NAD 83)
 FL0043_MARKER: Z = SEE DESCRIPTION
 FL0043_SETTING: 0 = UNSPECIFIED SETTING
 FL0043_STAMPING: Z 137 RESET 1946
 FL0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0043
 FL0043  HISTORY     - Date     Condition        Report By
 FL0043  HISTORY     - 1946     MONUMENTED       ATSFRR
 FL0043  HISTORY     - 1946     GOOD             NGS
 FL0043  HISTORY     - 1972     GOOD             USGS
 FL0043
 FL0043                          STATION DESCRIPTION
 FL0043
 FL0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 FL0043'3.2 MI SW FROM GLAZIER.
 FL0043'ABOUT 3.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL0043'FROM THE STATION AT GLAZIER, HEMPHILL COUNTY, 97 FEET SOUTH OF THE
 FL0043'CENTER LINE OF THE MAIN TRACK, 50.5 FEET SOUTH OF THE ELEVENTH POLE
 FL0043'SOUTHWEST OF MILEPOST 447, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 FL0043'A STANDARD DISK, STAMPED Z 137 RESET 1946 AND SET IN THE TOP OF A
 FL0043'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 FL0043
 FL0043                          STATION RECOVERY (1972)
 FL0043
 FL0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1486 ***********************************************************************
 AY1486  DESIGNATION -  Z 1377
 AY1486  PID         -  AY1486
 AY1486  STATE/COUNTY-  TX/WILSON
 AY1486  USGS QUAD   -  FLORESVILLE (1973)
 AY1486
 AY1486                         *CURRENT SURVEY CONTROL
 AY1486  ___________________________________________________________________
 AY1486* NAD 83(1986)-  29 07 36.     (N)    098 08 56.     (W)     SCALED    
 AY1486* NAVD 88     -       124.620  (meters)     408.86   (feet)  ADJUSTED  
 AY1486  ___________________________________________________________________
 AY1486  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AY1486  DYNAMIC HT  -         124.443 (meters)     408.28  (feet)  COMP
 AY1486  MODELED GRAV-     979,222.7   (mgal)                       NAVD 88
 AY1486
 AY1486  VERT ORDER  -  FIRST     CLASS II
 AY1486
 AY1486.The horizontal coordinates were scaled from a topographic map and have
 AY1486.an estimated accuracy of +/- 6 seconds.
 AY1486
 AY1486.The orthometric height was determined by differential leveling
 AY1486.and adjusted by the National Geodetic Survey in June 1991..
 AY1486
 AY1486.The geoid height was determined by GEOID03.
 AY1486
 AY1486.The dynamic height is computed by dividing the NAVD 88
 AY1486.geopotential number by the normal gravity value computed on the
 AY1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1486.degrees latitude (g = 980.6199 gals.).
 AY1486
 AY1486.The modeled gravity was interpolated from observed gravity values.
 AY1486
 AY1486;                    North         East    Units  Estimated Accuracy
 AY1486;SPC TXSC     - 4,143,640.      682,820.      MT  (+/- 180 meters Scaled)
 AY1486
 AY1486                          SUPERSEDED SURVEY CONTROL
 AY1486
 AY1486.No superseded survey control is available for this station.
 AY1486
 AY1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT827223(NAD 83)
 AY1486_MARKER: I = METAL ROD
 AY1486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1486_SP_SET: STAINLESS STEEL ROD
 AY1486_STAMPING: Z 1377 1981
 AY1486_MARK LOGO: NGS   
 AY1486_PROJECTION: RECESSED 3 CENTIMETERS
 AY1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1486_ROD/PIPE-DEPTH: 9.8  meters
 AY1486
 AY1486  HISTORY     - Date     Condition        Report By
 AY1486  HISTORY     - 1981     MONUMENTED       NGS
 AY1486  HISTORY     - 19951021 GOOD             USPSQD
 AY1486
 AY1486                          STATION DESCRIPTION
 AY1486
 AY1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1486'1.1 KM (0.75 MI) SE FROM FLORESVILLE.
 AY1486'1.1 KM (0.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY1486'COURTHOUSE IN FLORESVILLE, AT THE T-JUNCTION OF K STREET, 10.0 METERS
 AY1486'(33.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 71.0 METERS
 AY1486'(233 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE STREET, 32.0 METERS
 AY1486'(104 FT) SOUTHEAST OF THE CENTER OF A STREET LEADING TO THE ALAMO
 AY1486'APARTMENTS, 28.5 METERS (93.6 FT) SOUTH-SOUTHWEST OF THE
 AY1486'SOUTH-SOUTHWEST CORNER OF ALAMO BRICK APARTMENT NUMBER C-1, 1.8 METERS
 AY1486'(5.9 FT) SOUTHEAST OF A POWERLINE POLE, 2.1 METERS (7.0 FT)
 AY1486'SOUTH-SOUTHEAST OF A CHAIN LINK FENCE CORNER POST, 0.3 METER (1.0 FT)
 AY1486'SOUTHWEST OF A WIRE FENCE.
 AY1486'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AY1486'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 AY1486
 AY1486                          STATION RECOVERY (1995)
 AY1486
 AY1486'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1951 ***********************************************************************
 AN1951  DESIGNATION -  Z 1378
 AN1951  PID         -  AN1951
 AN1951  STATE/COUNTY-  TX/KARNES
 AN1951  USGS QUAD   -  KENEDY (1987)
 AN1951
 AN1951                         *CURRENT SURVEY CONTROL
 AN1951  ___________________________________________________________________
 AN1951* NAD 83(1986)-  28 50 09.     (N)    097 52 11.     (W)     SCALED    
 AN1951* NAVD 88     -        95.430  (meters)     313.09   (feet)  ADJUSTED  
 AN1951  ___________________________________________________________________
 AN1951  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AN1951  DYNAMIC HT  -          95.290 (meters)     312.63  (feet)  COMP
 AN1951  MODELED GRAV-     979,180.7   (mgal)                       NAVD 88
 AN1951
 AN1951  VERT ORDER  -  FIRST     CLASS II
 AN1951
 AN1951.The horizontal coordinates were scaled from a topographic map and have
 AN1951.an estimated accuracy of +/- 6 seconds.
 AN1951
 AN1951.The orthometric height was determined by differential leveling
 AN1951.and adjusted by the National Geodetic Survey in June 1991..
 AN1951
 AN1951.The geoid height was determined by GEOID03.
 AN1951
 AN1951.The dynamic height is computed by dividing the NAVD 88
 AN1951.geopotential number by the normal gravity value computed on the
 AN1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1951.degrees latitude (g = 980.6199 gals.).
 AN1951
 AN1951.The modeled gravity was interpolated from observed gravity values.
 AN1951
 AN1951;                    North         East    Units  Estimated Accuracy
 AN1951;SPC TXSC     - 4,111,640.      710,290.      MT  (+/- 180 meters Scaled)
 AN1951
 AN1951                          SUPERSEDED SURVEY CONTROL
 AN1951
 AN1951.No superseded survey control is available for this station.
 AN1951
 AN1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS102903(NAD 83)
 AN1951_MARKER: I = METAL ROD
 AN1951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1951_SP_SET: STAINLESS STEEL ROD
 AN1951_STAMPING: Z 1378 1981
 AN1951_MARK LOGO: NGS   
 AN1951_PROJECTION: RECESSED 6 CENTIMETERS
 AN1951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1951_ROD/PIPE-DEPTH: 7.3  meters
 AN1951
 AN1951  HISTORY     - Date     Condition        Report By
 AN1951  HISTORY     - 1981     MONUMENTED       NGS
 AN1951  HISTORY     - 1991     GOOD             USPSQD
 AN1951  HISTORY     - 20050611 GOOD             USPSQD
 AN1951
 AN1951                          STATION DESCRIPTION
 AN1951
 AN1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1951'3.2 KM (2.0 MI) NW FROM KENEDY.
 AN1951'1.85 KM (1.15 MI) NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1951'POST OFFICE IN KENEDY, THENCE 1.35 KM (0.85 MI) NORTHWEST ALONG U.S.
 AN1951'HIGHWAY 181, 20.4 METERS (67.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AN1951'SOUTHBOUND LANES OF THE HIGHWAY, 69.7 METERS (229 FT) SOUTHEAST OF THE
 AN1951'CENTER OF A DRIVE LEADING NORTHWEST TO A BRICK HOUSE, 5.4 METERS
 AN1951'(18.0 FT) SOUTHEAST OF A FIRE HYDRANT, 1.0 METER (3.5 FT) NORTHWEST OF
 AN1951'A POWERLINE POLE.
 AN1951'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AN1951'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1951
 AN1951                          STATION RECOVERY (1991)
 AN1951
 AN1951'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AN1951'RECOVERED IN GOOD CONDITION.
 AN1951
 AN1951                          STATION RECOVERY (2005)
 AN1951
 AN1951'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AN1951'CLOSE PROXIMITY OF A POWER POLE MAKES THIS MARK NEARLY IMPOSSIBLE FOR
 AN1951'GPS OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1053 ***********************************************************************
 AH1053  DESIGNATION -  Z 1379
 AH1053  PID         -  AH1053
 AH1053  STATE/COUNTY-  TX/NUECES
 AH1053  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1053
 AH1053                         *CURRENT SURVEY CONTROL
 AH1053  ___________________________________________________________________
 AH1053* NAD 83(1986)-  27 36 29.     (N)    097 47 01.     (W)     SCALED    
 AH1053* NAVD 88     -        19.797  (meters)      64.95   (feet)  ADJUSTED  
 AH1053  ___________________________________________________________________
 AH1053  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AH1053  DYNAMIC HT  -          19.766 (meters)      64.85  (feet)  COMP
 AH1053  MODELED GRAV-     979,104.2   (mgal)                       NAVD 88
 AH1053
 AH1053  VERT ORDER  -  FIRST     CLASS II
 AH1053
 AH1053.The horizontal coordinates were scaled from a topographic map and have
 AH1053.an estimated accuracy of +/- 6 seconds.
 AH1053
 AH1053.The orthometric height was determined by differential leveling
 AH1053.and adjusted by the National Geodetic Survey in June 1991..
 AH1053
 AH1053.The geoid height was determined by GEOID03.
 AH1053
 AH1053.The dynamic height is computed by dividing the NAVD 88
 AH1053.geopotential number by the normal gravity value computed on the
 AH1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1053.degrees latitude (g = 980.6199 gals.).
 AH1053
 AH1053.The modeled gravity was interpolated from observed gravity values.
 AH1053
 AH1053;                    North         East    Units  Estimated Accuracy
 AH1053;SPC TX S     - 5,215,290.      370,720.      MT  (+/- 180 meters Scaled)
 AH1053
 AH1053                          SUPERSEDED SURVEY CONTROL
 AH1053
 AH1053.No superseded survey control is available for this station.
 AH1053
 AH1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR200543(NAD 83)
 AH1053_MARKER: I = METAL ROD
 AH1053_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1053_SP_SET: STAINLESS STEEL ROD
 AH1053_STAMPING: Z 1379 1981
 AH1053_MARK LOGO: NGS   
 AH1053_PROJECTION: FLUSH
 AH1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1053_ROD/PIPE-DEPTH: 7.3  meters
 AH1053
 AH1053  HISTORY     - Date     Condition        Report By
 AH1053  HISTORY     - 1981     MONUMENTED       NGS
 AH1053  HISTORY     - 20010331 GOOD             NGS
 AH1053
 AH1053                          STATION DESCRIPTION
 AH1053
 AH1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1053'3.4 KM (2.1 MI) NE FROM BISHOP.
 AH1053'3.4 KM (2.1 MI) NORTHEAST ALONG BUSINESS U.S. HIGHWAY 77 NORTHBOUND
 AH1053'FROM THE JUNCTION OF MAIN STREET IN BISHOP, 22.9 METERS (75.0 FT)
 AH1053'EAST-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 77 BUSINESS, 0.3 METER
 AH1053'(1.0 FT) WEST-NORTHWEST OF A FENCE, 15.7 METERS (51.4 FT)
 AH1053'SOUTH-SOUTHWEST OF A CORNER FENCE POST, 29.9 METERS (98.0 FT)
 AH1053'NORTH-NORTHEAST OF A PRIVATE DRIVE LEADING EAST, 20.6 METERS (67.6 FT)
 AH1053'NORTH-NORTHEAST OF A CORNER FENCE POST, 2.6 METERS (8.4 FT)
 AH1053'NORTH-NORTHEAST OF A POWERLINE POLE.
 AH1053'THE MARK IS 0.43 METERS  NNE FROM A WITNESS POST.
 AH1053'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 AH1053
 AH1053                          STATION RECOVERY (2001)
 AH1053
 AH1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1053'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0018 ***********************************************************************
 FL0018  DESIGNATION -  Z 138
 FL0018  PID         -  FL0018
 FL0018  STATE/COUNTY-  TX/HEMPHILL
 FL0018  USGS QUAD   -  MENDOTA (1967)
 FL0018
 FL0018                         *CURRENT SURVEY CONTROL
 FL0018  ___________________________________________________________________
 FL0018* NAD 83(1986)-  35 48 47.     (N)    100 23 53.     (W)     SCALED    
 FL0018* NAVD 88     -       867.908  (meters)    2847.46   (feet)  ADJUSTED  
 FL0018  ___________________________________________________________________
 FL0018  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FL0018  DYNAMIC HT  -         866.955 (meters)    2844.33  (feet)  COMP
 FL0018  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 FL0018
 FL0018  VERT ORDER  -  FIRST     CLASS II
 FL0018
 FL0018.The horizontal coordinates were scaled from a topographic map and have
 FL0018.an estimated accuracy of +/- 6 seconds.
 FL0018
 FL0018.The orthometric height was determined by differential leveling
 FL0018.and adjusted by the National Geodetic Survey in June 1991..
 FL0018
 FL0018.The geoid height was determined by GEOID03.
 FL0018
 FL0018.The dynamic height is computed by dividing the NAVD 88
 FL0018.geopotential number by the normal gravity value computed on the
 FL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0018.degrees latitude (g = 980.6199 gals.).
 FL0018
 FL0018.The modeled gravity was interpolated from observed gravity values.
 FL0018
 FL0018;                    North         East    Units  Estimated Accuracy
 FL0018;SPC TX N     - 1,201,690.      299,580.      MT  (+/- 180 meters Scaled)
 FL0018
 FL0018                          SUPERSEDED SURVEY CONTROL
 FL0018
 FL0018  NGVD 29 (??/??/92)  867.547  (m)         2846.28   (f) ADJ UNCH    1 2
 FL0018
 FL0018.Superseded values are not recommended for survey control.
 FL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0018.See file dsdata.txt to determine how the superseded data were derived.
 FL0018
 FL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE736641(NAD 83)
 FL0018_MARKER: DB = BENCH MARK DISK
 FL0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0018_STAMPING: Z 138 1934
 FL0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0018+STABILITY: SURFACE MOTION
 FL0018
 FL0018  HISTORY     - Date     Condition        Report By
 FL0018  HISTORY     - 1934     MONUMENTED       CGS
 FL0018  HISTORY     - 1957     GOOD             NGS
 FL0018  HISTORY     - 1971     GOOD             NGS
 FL0018
 FL0018                          STATION DESCRIPTION
 FL0018
 FL0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FL0018'7.0 MI S FROM CANADIAN.
 FL0018'ABOUT 7.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COUNTY COURT
 FL0018'HOUSE IN CANADIAN, HEMPHILL COUNTY, ABOUT 0.2 MILE NORTH FROM THE
 FL0018'JUNCTION OF HIGHWAYS 33, 60 AND 83.  IT IS 1 FOOT EAST OF THE WEST
 FL0018'RIGHT-OF-WAY FENCE AND 18 INCHES NORTH OF A 4 X 4 POST.  THE FILLING
 FL0018'STATION MENTIONED IN THE ORIGINAL DESCRIPTION NO LONGER EXISTS.  A
 FL0018'STANDARD DISK STAMPED Z 138 1934 IN A CONCRETE POST WHICH IS ABOUT 4
 FL0018'INCHES BELOW THE SURFACE OF THE GROUND.
 FL0018
 FL0018                          STATION RECOVERY (1971)
 FL0018
 FL0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FL0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0019 ***********************************************************************
 FL0019  DESIGNATION -  Z 138 RESET
 FL0019  PID         -  FL0019
 FL0019  STATE/COUNTY-  TX/HEMPHILL
 FL0019  USGS QUAD   -  MENDOTA (1967)
 FL0019
 FL0019                         *CURRENT SURVEY CONTROL
 FL0019  ___________________________________________________________________
 FL0019* NAD 83(1986)-  35 48 47.     (N)    100 23 54.     (W)     SCALED    
 FL0019* NAVD 88     -       869.01   (+/-2cm)    2851.1    (feet)  VERTCON   
 FL0019  ___________________________________________________________________
 FL0019  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FL0019
 FL0019  VERT ORDER  -  THIRD (See Below)
 FL0019
 FL0019.The horizontal coordinates were scaled from a topographic map and have
 FL0019.an estimated accuracy of +/- 6 seconds.
 FL0019
 FL0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0019.The vertical order pertains to the NGVD 29 superseded value.
 FL0019
 FL0019.The geoid height was determined by GEOID03.
 FL0019
 FL0019;                    North         East    Units  Estimated Accuracy
 FL0019;SPC TX N     - 1,201,690.      299,560.      MT  (+/- 180 meters Scaled)
 FL0019
 FL0019                          SUPERSEDED SURVEY CONTROL
 FL0019
 FL0019  NGVD 29 (??/??/??)  868.65   (m)         2849.9    (f) RESET       3  
 FL0019
 FL0019.Superseded values are not recommended for survey control.
 FL0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0019.See file dsdata.txt to determine how the superseded data were derived.
 FL0019
 FL0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE736641(NAD 83)
 FL0019_MARKER: DB = BENCH MARK DISK
 FL0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0019_STAMPING: Z 138 RESET 1971
 FL0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0019+STABILITY: SURFACE MOTION
 FL0019
 FL0019  HISTORY     - Date     Condition        Report By
 FL0019  HISTORY     - 1971     MONUMENTED       NGS
 FL0019
 FL0019                          STATION DESCRIPTION
 FL0019
 FL0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FL0019'7 MI S FROM CANADIAN.
 FL0019'ABOUT 7.0 MILES SOUTH ALONG U.S. HWYS.  60 AND 83 FROM THE TRAFFIC
 FL0019'LIGHT AT MAIN STREET IN CANADIAN.  IT IS 172 FEET WEST OF THE PRESENT
 FL0019'CENTER LINE OF U.S. HWYS.  60 AND 83, 115 FEET SOUTHEAST OF A HI-LINE
 FL0019'POLE, 110 FEET WEST OF A T FENCE-CORNER, 28 FEET WEST OF THE WEST END
 FL0019'OF GATE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT NORTH OF
 FL0019'FENCE-LINE AND ON THE WEST SIDE OF THE NEW PROPOSED RIGHT-OF-WAY OF
 FL0019'HIGHWAYS 60 AND 83, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 FL0019'PROJECTS 4 INCHES.  NOTE-- Z 138 RESET 1971 IS AZIMUTH MARK FOR STA.
 FL0019'MAJOR 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1080 ***********************************************************************
 AH1080  DESIGNATION -  Z 1380
 AH1080  PID         -  AH1080
 AH1080  STATE/COUNTY-  TX/KENEDY
 AH1080  USGS QUAD   -  SARITA (1979)
 AH1080
 AH1080                         *CURRENT SURVEY CONTROL
 AH1080  ___________________________________________________________________
 AH1080* NAD 83(1986)-  27 13 53.     (N)    097 47 27.     (W)     SCALED    
 AH1080* NAVD 88     -        11.853  (meters)      38.89   (feet)  ADJUSTED  
 AH1080  ___________________________________________________________________
 AH1080  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH1080  DYNAMIC HT  -          11.835 (meters)      38.83  (feet)  COMP
 AH1080  MODELED GRAV-     979,091.9   (mgal)                       NAVD 88
 AH1080
 AH1080  VERT ORDER  -  FIRST     CLASS II
 AH1080
 AH1080.The horizontal coordinates were scaled from a topographic map and have
 AH1080.an estimated accuracy of +/- 6 seconds.
 AH1080
 AH1080.The orthometric height was determined by differential leveling
 AH1080.and adjusted by the National Geodetic Survey in June 1991..
 AH1080
 AH1080.The geoid height was determined by GEOID03.
 AH1080
 AH1080.The dynamic height is computed by dividing the NAVD 88
 AH1080.geopotential number by the normal gravity value computed on the
 AH1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1080.degrees latitude (g = 980.6199 gals.).
 AH1080
 AH1080.The modeled gravity was interpolated from observed gravity values.
 AH1080
 AH1080;                    North         East    Units  Estimated Accuracy
 AH1080;SPC TX S     - 5,173,560.      370,240.      MT  (+/- 180 meters Scaled)
 AH1080
 AH1080                          SUPERSEDED SURVEY CONTROL
 AH1080
 AH1080.No superseded survey control is available for this station.
 AH1080
 AH1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR197126(NAD 83)
 AH1080_MARKER: I = METAL ROD
 AH1080_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1080_SP_SET: STAINLESS STEEL ROD
 AH1080_STAMPING: Z 1380 1981
 AH1080_MARK LOGO: NGS   
 AH1080_PROJECTION: RECESSED 2 CENTIMETERS
 AH1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1080+STABILITY: POSITION/ELEVATION WELL
 AH1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1080+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AH1080_ROD/PIPE-DEPTH: 8.5  meters
 AH1080
 AH1080  HISTORY     - Date     Condition        Report By
 AH1080  HISTORY     - 1981     MONUMENTED       NGS
 AH1080  HISTORY     - 1990     GOOD             USPSQD
 AH1080  HISTORY     - 20040202 GOOD             USPSQD
 AH1080
 AH1080                          STATION DESCRIPTION
 AH1080
 AH1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1080'1.4 KM (0.85 MI) NNW FROM SARITA.
 AH1080'1.4 KM (0.85 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND FROM
 AH1080'THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE POST OFFICE IN
 AH1080'SARITA, AT THE EXTREME NORTHWEST CORNER OF THE PROPERTY OF THE
 AH1080'BUCKHORN GROCERY STORE, 25.6 KM (84.0 FT) EAST OF THE CENTER OF U.S.
 AH1080'HIGHWAY 77 NORTHBOUND, 0.3 METER (1.0 FT) SOUTH OF A FENCE, 0.7 METER
 AH1080'(2.2 FT) SOUTHEAST OF A 15-CM (6-INCH) CORNER FENCE POST, 54.9 METERS
 AH1080'(180.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WOODEN STORE
 AH1080'BUILDING (BUCKHORN GROCERY), 2.2 METERS (7.1 FT) SOUTHEAST OF AN
 AH1080'UNDERGROUND TELEPHONE CABLE CAUTION SIGN, 21.8 METERS (71.6 FT)
 AH1080'NORTH-NORTHWEST OF A POWERLINE POLE WITH STREET LIGHT, 36.6 METERS
 AH1080'(120 FT) NORTH-NORTHWEST OF THE CENTER OF THE NORTH DRIVEWAY LEADING
 AH1080'TO THE STORE.  NOTE-DESIGNATED CLASS A DUE TO SOIL AND CLIMATE
 AH1080'FACTORS.
 AH1080'THE MARK IS 0.30 METERS  WNW FROM A WITNESS POST.
 AH1080'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
 AH1080
 AH1080                          STATION RECOVERY (1990)
 AH1080
 AH1080'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AH1080'RECOVERED IN GOOD CONDITION.
 AH1080
 AH1080                          STATION RECOVERY (2004)
 AH1080
 AH1080'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1928 ***********************************************************************
 AN1928  DESIGNATION -  Z 1381
 AN1928  PID         -  AN1928
 AN1928  STATE/COUNTY-  TX/BEE
 AN1928  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1928
 AN1928                         *CURRENT SURVEY CONTROL
 AN1928  ___________________________________________________________________
 AN1928* NAD 83(1986)-  28 29 57.     (N)    097 46 45.     (W)     SCALED    
 AN1928* NAVD 88     -        99.368  (meters)     326.01   (feet)  ADJUSTED  
 AN1928  ___________________________________________________________________
 AN1928  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1928  DYNAMIC HT  -          99.220 (meters)     325.52  (feet)  COMP
 AN1928  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 AN1928
 AN1928  VERT ORDER  -  FIRST     CLASS II
 AN1928
 AN1928.The horizontal coordinates were scaled from a topographic map and have
 AN1928.an estimated accuracy of +/- 6 seconds.
 AN1928
 AN1928.The orthometric height was determined by differential leveling
 AN1928.and adjusted by the National Geodetic Survey in June 1991..
 AN1928
 AN1928.The geoid height was determined by GEOID03.
 AN1928
 AN1928.The dynamic height is computed by dividing the NAVD 88
 AN1928.geopotential number by the normal gravity value computed on the
 AN1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1928.degrees latitude (g = 980.6199 gals.).
 AN1928
 AN1928.The modeled gravity was interpolated from observed gravity values.
 AN1928
 AN1928;                    North         East    Units  Estimated Accuracy
 AN1928;SPC TXSC     - 4,074,420.      719,520.      MT  (+/- 180 meters Scaled)
 AN1928
 AN1928                          SUPERSEDED SURVEY CONTROL
 AN1928
 AN1928.No superseded survey control is available for this station.
 AN1928
 AN1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS194531(NAD 83)
 AN1928_MARKER: I = METAL ROD
 AN1928_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1928_SP_SET: STAINLESS STEEL ROD
 AN1928_STAMPING: Z 1381 1981
 AN1928_MARK LOGO: NGS   
 AN1928_PROJECTION: RECESSED 3 CENTIMETERS
 AN1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1928_ROD/PIPE-DEPTH: 6.0  meters
 AN1928
 AN1928  HISTORY     - Date     Condition        Report By
 AN1928  HISTORY     - 1981     MONUMENTED       NGS
 AN1928  HISTORY     - 19960727 GOOD             USPSQD
 AN1928
 AN1928                          STATION DESCRIPTION
 AN1928
 AN1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1928'11.8 KM (7.3 MI) NW FROM BEEVILLE.
 AN1928'9.6 KM (6.0 MI) NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1928'COURTHOUSE IN BEEVILLE, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG U.S.
 AN1928'HIGHWAY 181, AT FIELD ENTRANCE WITH A METAL GATE, 15.2 METERS
 AN1928'(50.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.0 METERS
 AN1928'(16.5 FT) NORTH-NORTHWEST OF THE CENTER OF THE GATE, 9.7 METERS
 AN1928'(32.0 FT) SOUTH-SOUTHWEST OF THE WESTERNMOST ONE OF TWO METAL SIGN
 AN1928'POSTS, 4.2 METERS (14.0 FT) SOUTH-SOUTHEAST OF A TELEPHONE JUNCTION
 AN1928'BOX, 0.3 METER (1.0 FT) NORTHEAST OF A WIRE FENCE.
 AN1928'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 AN1928'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1928
 AN1928                          STATION RECOVERY (1996)
 AN1928
 AN1928'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1899 ***********************************************************************
 AN1899  DESIGNATION -  Z 1382
 AN1899  PID         -  AN1899
 AN1899  STATE/COUNTY-  TX/BEE
 AN1899  USGS QUAD   -  PAPALOTE (1979)
 AN1899
 AN1899                         *CURRENT SURVEY CONTROL
 AN1899  ___________________________________________________________________
 AN1899* NAD 83(1986)-  28 10 46.     (N)    097 36 32.     (W)     SCALED    
 AN1899* NAVD 88     -        27.253  (meters)      89.41   (feet)  ADJUSTED  
 AN1899  ___________________________________________________________________
 AN1899  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1899  DYNAMIC HT  -          27.212 (meters)      89.28  (feet)  COMP
 AN1899  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 AN1899
 AN1899  VERT ORDER  -  FIRST     CLASS II
 AN1899
 AN1899.The horizontal coordinates were scaled from a topographic map and have
 AN1899.an estimated accuracy of +/- 6 seconds.
 AN1899
 AN1899.The orthometric height was determined by differential leveling
 AN1899.and adjusted by the National Geodetic Survey in June 1991..
 AN1899
 AN1899.The geoid height was determined by GEOID03.
 AN1899
 AN1899.The dynamic height is computed by dividing the NAVD 88
 AN1899.geopotential number by the normal gravity value computed on the
 AN1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1899.degrees latitude (g = 980.6199 gals.).
 AN1899
 AN1899.The modeled gravity was interpolated from observed gravity values.
 AN1899
 AN1899;                    North         East    Units  Estimated Accuracy
 AN1899;SPC TXSC     - 4,039,170.      736,610.      MT  (+/- 180 meters Scaled)
 AN1899
 AN1899                          SUPERSEDED SURVEY CONTROL
 AN1899
 AN1899.No superseded survey control is available for this station.
 AN1899
 AN1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS365178(NAD 83)
 AN1899_MARKER: I = METAL ROD
 AN1899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1899_SP_SET: STAINLESS STEEL ROD
 AN1899_STAMPING: Z 1382 1981
 AN1899_MARK LOGO: NGS   
 AN1899_PROJECTION: RECESSED 5 CENTIMETERS
 AN1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1899_ROD/PIPE-DEPTH: 6.5  meters
 AN1899
 AN1899  HISTORY     - Date     Condition        Report By
 AN1899  HISTORY     - 1981     MONUMENTED       NGS
 AN1899  HISTORY     - 20010727 GOOD             USPSQD
 AN1899
 AN1899                          STATION DESCRIPTION
 AN1899
 AN1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1899'11.2 KM (6.95 MI) SE FROM SKIDMORE.
 AN1899'11.2 KM (6.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION
 AN1899'OF STATE HIGHWAY 359 IN SKIDMORE, AT THE JUNCTION OF AN ASPHALT ROAD
 AN1899'LEADING NORTH AND A DIRT ROAD LEADING SOUTHWEST, 20.1 METERS (66.0 FT)
 AN1899'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26.8 METERS (88.0 FT)
 AN1899'NORTHWEST OF THE CENTER OF THE DIRT ROAD AND A METAL GATE, 17.6 METERS
 AN1899'(58.0 FT) NORTHWEST OF A CORNER FENCE POST, 96.9 METERS (318 FT)
 AN1899'SOUTHEAST OF A POWERLINE POLE WITH LINES CROSSING THE HIGHWAY,
 AN1899'2.7 METERS (9.0 FT) NORTHWEST OF A TELEPHONE CABLE WARNING SIGN,
 AN1899'11.8 METERS (39.0 FT) NORTH-NORTHWEST AND ACROSS THE RIGHT-OF-WAY
 AN1899'FENCE FROM A POWERLINE POLE, 0.3 METER (1.0 FT) NORTHEAST OF THE
 AN1899'FENCE.
 AN1899'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 AN1899'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1899
 AN1899                          STATION RECOVERY (2001)
 AN1899
 AN1899'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AN1899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0397 ***********************************************************************
 CE0397  DESIGNATION -  Z 1383
 CE0397  PID         -  CE0397
 CE0397  STATE/COUNTY-  TX/EL PASO
 CE0397  USGS QUAD   -  FORT BLISS SE (1994)
 CE0397
 CE0397                         *CURRENT SURVEY CONTROL
 CE0397  ___________________________________________________________________
 CE0397* NAD 83(1986)-  31 47 49.     (N)    106 22 23.     (W)     SCALED    
 CE0397* NAVD 88     -      1210.856  (meters)    3972.62   (feet)  ADJUSTED  
 CE0397  ___________________________________________________________________
 CE0397  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0397  DYNAMIC HT  -        1208.999 (meters)    3966.52  (feet)  COMP
 CE0397  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 CE0397
 CE0397  VERT ORDER  -  FIRST     CLASS I
 CE0397
 CE0397.This mark is at El Paso Intl (ELP) Airport (ELP)
 CE0397
 CE0397.The horizontal coordinates were scaled from a topographic map and have
 CE0397.an estimated accuracy of +/- 6 seconds.
 CE0397
 CE0397.The orthometric height was determined by differential leveling
 CE0397.and adjusted by the National Geodetic Survey in November 1996..
 CE0397
 CE0397.The geoid height was determined by GEOID03.
 CE0397
 CE0397.The dynamic height is computed by dividing the NAVD 88
 CE0397.geopotential number by the normal gravity value computed on the
 CE0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0397.degrees latitude (g = 980.6199 gals.).
 CE0397
 CE0397.The modeled gravity was interpolated from observed gravity values.
 CE0397
 CE0397;                    North         East    Units  Estimated Accuracy
 CE0397;SPC TX C     - 3,251,680.      128,330.      MT  (+/- 180 meters Scaled)
 CE0397
 CE0397                          SUPERSEDED SURVEY CONTROL
 CE0397
 CE0397  NAVD 88 (06/15/91) 1210.870  (m)         3972.66   (f) UNKNOWN     1 1
 CE0397
 CE0397.Superseded values are not recommended for survey control.
 CE0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0397.See file dsdata.txt to determine how the superseded data were derived.
 CE0397
 CE0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR700187(NAD 83)
 CE0397_MARKER: DV = VERTICAL CONTROL DISK
 CE0397_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0397_SP_SET: BUILDING
 CE0397_STAMPING: Z 1383 1981
 CE0397_MARK LOGO: NGS   
 CE0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0397+STABILITY: POSITION/ELEVATION WELL
 CE0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0397+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0397
 CE0397  HISTORY     - Date     Condition        Report By
 CE0397  HISTORY     - 1981     MONUMENTED       NGS
 CE0397  HISTORY     - 19921117 GOOD             NGS
 CE0397
 CE0397                          STATION DESCRIPTION
 CE0397
 CE0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0397'IN EL PASO.
 CE0397'THE MARK IS 1.4 M ABOVE BASE OF THE TOWER.
 CE0397'IN EL PASO, AT THE EL PASO INTERNATIONAL AIRPORT, SET VERTICALLY
 CE0397'IN THE SOUTH-SOUTHEAST FACE OF THE FAA AIRPORT CONTROL TOWER.
 CE0397
 CE0397                          STATION RECOVERY (1992)
 CE0397
 CE0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0397'IN EL PASO, SET VERTICALLY IN THE SOUTHEAST FACE OF AN AIRPORT TRAFFIC
 CE0397'CONTROL TOWER AT 2050 HAWKINS BOULEVARD, 70.0 M (229.7 FT) WEST OF
 CE0397'THE BOULEVARD CENTERLINE, 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE ROOF
 CE0397'OF THE TOWER OFFICE, AND 0.4 M (1.3 FT) SOUTHWEST OF THE EAST CORNER
 CE0397'OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0764 ***********************************************************************
 CD0764  DESIGNATION -  Z 1384
 CD0764  PID         -  CD0764
 CD0764  STATE/COUNTY-  TX/HUDSPETH
 CD0764  USGS QUAD   -  FORT HANCOCK (1972)
 CD0764
 CD0764                         *CURRENT SURVEY CONTROL
 CD0764  ___________________________________________________________________
 CD0764* NAD 83(1986)-  31 16 58.     (N)    105 50 36.     (W)     SCALED    
 CD0764* NAVD 88     -      1074.393  (meters)    3524.90   (feet)  ADJUSTED  
 CD0764  ___________________________________________________________________
 CD0764  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CD0764  DYNAMIC HT  -        1072.712 (meters)    3519.39  (feet)  COMP
 CD0764  MODELED GRAV-     979,039.7   (mgal)                       NAVD 88
 CD0764
 CD0764  VERT ORDER  -  FIRST     CLASS II
 CD0764
 CD0764.The horizontal coordinates were scaled from a topographic map and have
 CD0764.an estimated accuracy of +/- 6 seconds.
 CD0764
 CD0764.The orthometric height was determined by differential leveling
 CD0764.and adjusted by the National Geodetic Survey in June 1991..
 CD0764
 CD0764.The geoid height was determined by GEOID03.
 CD0764
 CD0764.The dynamic height is computed by dividing the NAVD 88
 CD0764.geopotential number by the normal gravity value computed on the
 CD0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0764.degrees latitude (g = 980.6199 gals.).
 CD0764
 CD0764.The modeled gravity was interpolated from observed gravity values.
 CD0764
 CD0764;                    North         East    Units  Estimated Accuracy
 CD0764;SPC TX C     - 3,192,150.      175,600.      MT  (+/- 180 meters Scaled)
 CD0764
 CD0764                          SUPERSEDED SURVEY CONTROL
 CD0764
 CD0764.No superseded survey control is available for this station.
 CD0764
 CD0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ197612(NAD 83)
 CD0764_MARKER: I = METAL ROD
 CD0764_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0764_SP_SET: STAINLESS STEEL ROD
 CD0764_STAMPING: Z 1384 1981
 CD0764_MARK LOGO: NGS   
 CD0764_PROJECTION: FLUSH
 CD0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0764_ROD/PIPE-DEPTH: 16.8 meters
 CD0764
 CD0764  HISTORY     - Date     Condition        Report By
 CD0764  HISTORY     - 1981     MONUMENTED       NGS
 CD0764
 CD0764                          STATION DESCRIPTION
 CD0764
 CD0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0764'38.7 KM (24.05 MI) SE FROM FABENS.
 CD0764'38.7 KM (24.05 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CD0764'OFFICE IN FABENS, AT THE JUNCTION OF FARM ROAD 1088, 18.4 METERS
 CD0764'(60.5 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE ROAD, 9.6 METERS
 CD0764'(31.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.8 METERS
 CD0764'(5.8 FT) SOUTHEAST OF UTILITY POLE NUMBER 484.  NOTE=ACCESS TO THE
 CD0764'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0764'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CD0764'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0851 ***********************************************************************
 CD0851  DESIGNATION -  Z 1389
 CD0851  PID         -  CD0851
 CD0851  STATE/COUNTY-  TX/CULBERSON
 CD0851  USGS QUAD   -  VAN HORN (1979)
 CD0851
 CD0851                         *CURRENT SURVEY CONTROL
 CD0851  ___________________________________________________________________
 CD0851* NAD 83(1986)-  31 02 38.     (N)    104 45 06.     (W)     SCALED    
 CD0851* NAVD 88     -      1188.962  (meters)    3900.79   (feet)  ADJUSTED  
 CD0851  ___________________________________________________________________
 CD0851  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0851  DYNAMIC HT  -        1187.098 (meters)    3894.67  (feet)  COMP
 CD0851  MODELED GRAV-     979,032.2   (mgal)                       NAVD 88
 CD0851
 CD0851  VERT ORDER  -  FIRST     CLASS II
 CD0851
 CD0851.The horizontal coordinates were scaled from a topographic map and have
 CD0851.an estimated accuracy of +/- 6 seconds.
 CD0851
 CD0851.The orthometric height was determined by differential leveling
 CD0851.and adjusted by the National Geodetic Survey in June 1991..
 CD0851
 CD0851.The geoid height was determined by GEOID03.
 CD0851
 CD0851.The dynamic height is computed by dividing the NAVD 88
 CD0851.geopotential number by the normal gravity value computed on the
 CD0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0851.degrees latitude (g = 980.6199 gals.).
 CD0851
 CD0851.The modeled gravity was interpolated from observed gravity values.
 CD0851
 CD0851;                    North         East    Units  Estimated Accuracy
 CD0851;SPC TX C     - 3,161,050.      278,380.      MT  (+/- 180 meters Scaled)
 CD0851
 CD0851                          SUPERSEDED SURVEY CONTROL
 CD0851
 CD0851.No superseded survey control is available for this station.
 CD0851
 CD0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ236344(NAD 83)
 CD0851_MARKER: I = METAL ROD
 CD0851_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0851+WITH SETTING: INFORMATION.
 CD0851_SP_SET: SHALLOW SET METAL ROD
 CD0851_STAMPING: Z 1389 1981
 CD0851_MARK LOGO: NGS   
 CD0851_PROJECTION: FLUSH
 CD0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD0851+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 CD0851_ROD/PIPE-DEPTH: 1.8  meters
 CD0851
 CD0851  HISTORY     - Date     Condition        Report By
 CD0851  HISTORY     - 1981     MONUMENTED       NGS
 CD0851  HISTORY     - 20040312 GOOD             USPSQD
 CD0851
 CD0851                          STATION DESCRIPTION
 CD0851
 CD0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0851'7.7 KM (4.8 MI) EAST FROM VAN HORN.
 CD0851'7.7 KM (4.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS JUNCTION
 CD0851'WITH U.S. HIGHWAY 90 IN VAN HORN, AT A ROADSIDE PARK, 0.3 KM (0.2 MI)
 CD0851'WEST OF MILE POST 145, 22.7 METERS (74.5 FT) NORTH OF THE CENTERLINE
 CD0851'OF A FRONTAGE ROAD, AND 8.8 METERS (28.8 FT) EAST OF A UTILITY POLE.
 CD0851'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0851'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0851'THE MARK IS 0.5 M ABOVE THE FRONTAGE ROAD.
 CD0851
 CD0851                          STATION RECOVERY (2004)
 CD0851
 CD0851'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGG)
 CD0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0200 ***********************************************************************
 FL0200  DESIGNATION -  Z 139
 FL0200  PID         -  FL0200
 FL0200  STATE/COUNTY-  TX/WHEELER
 FL0200  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0200
 FL0200                         *CURRENT SURVEY CONTROL
 FL0200  ___________________________________________________________________
 FL0200* NAD 83(1986)-  35 12 50.     (N)    100 14 41.     (W)     SCALED    
 FL0200* NAVD 88     -       708.414  (meters)    2324.19   (feet)  ADJUSTED  
 FL0200  ___________________________________________________________________
 FL0200  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0200  DYNAMIC HT  -         707.678 (meters)    2321.77  (feet)  COMP
 FL0200  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 FL0200
 FL0200  VERT ORDER  -  FIRST     CLASS II
 FL0200
 FL0200.The horizontal coordinates were scaled from a topographic map and have
 FL0200.an estimated accuracy of +/- 6 seconds.
 FL0200
 FL0200.The orthometric height was determined by differential leveling
 FL0200.and adjusted by the National Geodetic Survey in June 1991..
 FL0200.WARNING-Repeat measurements at this control monument indicate possible
 FL0200.vertical movement.
 FL0200
 FL0200.The geoid height was determined by GEOID03.
 FL0200
 FL0200.The dynamic height is computed by dividing the NAVD 88
 FL0200.geopotential number by the normal gravity value computed on the
 FL0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0200.degrees latitude (g = 980.6199 gals.).
 FL0200
 FL0200.The modeled gravity was interpolated from observed gravity values.
 FL0200
 FL0200;                    North         East    Units  Estimated Accuracy
 FL0200;SPC TX N     - 1,135,390.      314,280.      MT  (+/- 180 meters Scaled)
 FL0200
 FL0200                          SUPERSEDED SURVEY CONTROL
 FL0200
 FL0200  NGVD 29 (??/??/92)  708.129  (m)         2323.25   (f) ADJ UNCH    1 2
 FL0200
 FL0200.Superseded values are not recommended for survey control.
 FL0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0200.See file dsdata.txt to determine how the superseded data were derived.
 FL0200
 FL0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD867974(NAD 83)
 FL0200_MARKER: DB = BENCH MARK DISK
 FL0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0200_STAMPING: Z 139 1933
 FL0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0200+STABILITY: SURFACE MOTION
 FL0200
 FL0200  HISTORY     - Date     Condition        Report By
 FL0200  HISTORY     - 1933     MONUMENTED       CGS
 FL0200  HISTORY     - 1953     GOOD             NGS
 FL0200
 FL0200                          STATION DESCRIPTION
 FL0200
 FL0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0200'0.1 MI N FROM SHAMROCK.
 FL0200'0.1 MILE NORTH ALONG NORTH TEXAS STREET FROM THE CHICAGO, ROCK ISLAND
 FL0200'AND PACIFIC RAILROAD STATION AT SHAMROCK, AT AN INTERSECTION WITH 1ST
 FL0200'STREET, 33.5 FEET EAST OF THE CENTER LINE OF NORTH TEXAS STREET, 43
 FL0200'FEET SOUTH OF THE CENTER LINE OF 1ST STREET, 16 FEET SOUTHEAST OF A
 FL0200'FIRE HYDRANT, 22 FEET NORTHWEST OF A 14 INCH ELM TREE, IN THE
 FL0200'NORTHWEST CORNER OF THE CITY PARK, SET IN THE TOP OF A CONCRETE POST
 FL0200'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.  NOTE-- AT SHAMROCK, WHEELER
 FL0200'COUNTY, AT THE NORTHWEST CORNER OF THE CITY PARK, 45 FEET SOUTH OF THE
 FL0200'CENTER LINE OF FIRST STREET, 36 FEET EAST OF THE CENTER LINE OF NORTH
 FL0200'TEXAS STREET, AND 13 FEET SOUTHEAST OF A FIRE HYDRANT. A STANDARD
 FL0200'DISK, STAMPED Z 139 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0338 ***********************************************************************
 BQ0338  DESIGNATION -  Z 1390
 BQ0338  PID         -  BQ0338
 BQ0338  STATE/COUNTY-  TX/CULBERSON
 BQ0338  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0338
 BQ0338                         *CURRENT SURVEY CONTROL
 BQ0338  ___________________________________________________________________
 BQ0338* NAD 83(1986)-  30 48 33.     (N)    104 45 01.     (W)     SCALED    
 BQ0338* NAVD 88     -      1231.038  (meters)    4038.83   (feet)  ADJUSTED  
 BQ0338  ___________________________________________________________________
 BQ0338  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 BQ0338  DYNAMIC HT  -        1229.075 (meters)    4032.39  (feet)  COMP
 BQ0338  MODELED GRAV-     979,003.9   (mgal)                       NAVD 88
 BQ0338
 BQ0338  VERT ORDER  -  FIRST     CLASS II
 BQ0338
 BQ0338.The horizontal coordinates were scaled from a topographic map and have
 BQ0338.an estimated accuracy of +/- 6 seconds.
 BQ0338
 BQ0338.The orthometric height was determined by differential leveling
 BQ0338.and adjusted by the National Geodetic Survey in June 1991..
 BQ0338
 BQ0338.The geoid height was determined by GEOID03.
 BQ0338
 BQ0338.The dynamic height is computed by dividing the NAVD 88
 BQ0338.geopotential number by the normal gravity value computed on the
 BQ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0338.degrees latitude (g = 980.6199 gals.).
 BQ0338
 BQ0338.The modeled gravity was interpolated from observed gravity values.
 BQ0338
 BQ0338;                    North         East    Units  Estimated Accuracy
 BQ0338;SPC TX C     - 3,135,040.      277,480.      MT  (+/- 180 meters Scaled)
 BQ0338
 BQ0338                          SUPERSEDED SURVEY CONTROL
 BQ0338
 BQ0338.No superseded survey control is available for this station.
 BQ0338
 BQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ238084(NAD 83)
 BQ0338_MARKER: I = METAL ROD
 BQ0338_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0338+WITH SETTING: INFORMATION.
 BQ0338_SP_SET: SHALLOW SET METAL ROD
 BQ0338_STAMPING: Z 1390 1981
 BQ0338_MARK LOGO: NGS   
 BQ0338_PROJECTION: FLUSH
 BQ0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0338_ROD/PIPE-DEPTH: 2.4  meters
 BQ0338
 BQ0338  HISTORY     - Date     Condition        Report By
 BQ0338  HISTORY     - 1981     MONUMENTED       NGS
 BQ0338
 BQ0338                          STATION DESCRIPTION
 BQ0338
 BQ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0338'6.5 KM (16.45 MI) SE FROM VAN HORN.
 BQ0338'6.5 KM (16.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0338'JUNCTION WITH INTERSTATE HIGHWAY 10, 0.2 KM (0.2 MI) NORTHWEST OF A
 BQ0338'DIRT CROSS ROAD, 18.3 METERS (60.0 FT) WEST-SOUTHWEST OF THE
 BQ0338'CENTERLINE OF THE HIGHWAY, AND 0.6 METER (2.0 FT) NORTH OF A UTILITY
 BQ0338'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0338'THE MARK IS 0.4 METERS  ENE FROM  A WITNESS POST AND FENCE
 BQ0338'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0533 ***********************************************************************
 CC0533  DESIGNATION -  Z 1391
 CC0533  PID         -  CC0533
 CC0533  STATE/COUNTY-  TX/REEVES
 CC0533  USGS QUAD   -  RED BLUFF (1968)
 CC0533
 CC0533                         *CURRENT SURVEY CONTROL
 CC0533  ___________________________________________________________________
 CC0533* NAD 83(1986)-  31 56 43.     (N)    103 59 35.     (W)     SCALED    
 CC0533* NAVD 88     -       884.272  (meters)    2901.15   (feet)  ADJUSTED  
 CC0533  ___________________________________________________________________
 CC0533  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CC0533  DYNAMIC HT  -         882.970 (meters)    2896.88  (feet)  COMP
 CC0533  MODELED GRAV-     979,139.2   (mgal)                       NAVD 88
 CC0533
 CC0533  VERT ORDER  -  FIRST     CLASS II
 CC0533
 CC0533.The horizontal coordinates were scaled from a topographic map and have
 CC0533.an estimated accuracy of +/- 6 seconds.
 CC0533
 CC0533.The orthometric height was determined by differential leveling
 CC0533.and adjusted by the National Geodetic Survey in June 1991..
 CC0533
 CC0533.The geoid height was determined by GEOID03.
 CC0533
 CC0533.The dynamic height is computed by dividing the NAVD 88
 CC0533.geopotential number by the normal gravity value computed on the
 CC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0533.degrees latitude (g = 980.6199 gals.).
 CC0533
 CC0533.The modeled gravity was interpolated from observed gravity values.
 CC0533
 CC0533;                    North         East    Units  Estimated Accuracy
 CC0533;SPC TX C     - 3,258,300.      354,030.      MT  (+/- 180 meters Scaled)
 CC0533
 CC0533                          SUPERSEDED SURVEY CONTROL
 CC0533
 CC0533.No superseded survey control is available for this station.
 CC0533
 CC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER951348(NAD 83)
 CC0533_MARKER: I = METAL ROD
 CC0533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0533_SP_SET: STAINLESS STEEL ROD
 CC0533_STAMPING: Z 1391 1981
 CC0533_MARK LOGO: NGS   
 CC0533_PROJECTION: FLUSH
 CC0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0533+STABILITY: POSITION/ELEVATION WELL
 CC0533_ROD/PIPE-DEPTH: 4.6  meters
 CC0533
 CC0533  HISTORY     - Date     Condition        Report By
 CC0533  HISTORY     - 1981     MONUMENTED       NGS
 CC0533
 CC0533                          STATION DESCRIPTION
 CC0533
 CC0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0533'15.5 KM (9.6 MI) NW FROM ORLA.
 CC0533'15.5 KM (9.6 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0533'WITH FARM ROAD 652 IN ORLA, 18.9 METERS (62.0 FT) NORTHEAST OF THE
 CC0533'CENTERLINE OF THE HIGHWAY, 15.7 METERS (51.5 FT) NORTHWEST OF THE
 CC0533'CENTER OF A PAVED ROAD LEADING NORTHEAST TO RED BLUFF LAKE, AND 7.9
 CC0533'METERS (26.0 FT) NORTHWEST OF A FENCE CORNER.  NOTE=REFUSAL WAS
 CC0533'REACHED AT 4.6 METERS (15.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH
 CC0533'A 5-INCH LOGO CAP.
 CC0533'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 CC0533'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0373 ***********************************************************************
 CE0373  DESIGNATION -  Z 1392
 CE0373  PID         -  CE0373
 CE0373  STATE/COUNTY-  TX/EL PASO
 CE0373  USGS QUAD   -  CLINT (1995)
 CE0373
 CE0373                         *CURRENT SURVEY CONTROL
 CE0373  ___________________________________________________________________
 CE0373* NAD 83(1986)-  31 36 35.     (N)    106 14 39.     (W)     SCALED    
 CE0373* NAVD 88     -      1108.962  (meters)    3638.32   (feet)  ADJUSTED  
 CE0373  ___________________________________________________________________
 CE0373  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0373  DYNAMIC HT  -        1107.276 (meters)    3632.79  (feet)  COMP
 CE0373  MODELED GRAV-     979,081.7   (mgal)                       NAVD 88
 CE0373
 CE0373  VERT ORDER  -  FIRST     CLASS II
 CE0373
 CE0373.The horizontal coordinates were scaled from a topographic map and have
 CE0373.an estimated accuracy of +/- 6 seconds.
 CE0373
 CE0373.The orthometric height was determined by differential leveling
 CE0373.and adjusted by the National Geodetic Survey in June 1991..
 CE0373
 CE0373.The geoid height was determined by GEOID03.
 CE0373
 CE0373.The dynamic height is computed by dividing the NAVD 88
 CE0373.geopotential number by the normal gravity value computed on the
 CE0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0373.degrees latitude (g = 980.6199 gals.).
 CE0373
 CE0373.The modeled gravity was interpolated from observed gravity values.
 CE0373
 CE0373;                    North         East    Units  Estimated Accuracy
 CE0373;SPC TX C     - 3,230,300.      139,410.      MT  (+/- 180 meters Scaled)
 CE0373
 CE0373                          SUPERSEDED SURVEY CONTROL
 CE0373
 CE0373.No superseded survey control is available for this station.
 CE0373
 CE0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ819978(NAD 83)
 CE0373_MARKER: I = METAL ROD
 CE0373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0373_SP_SET: STAINLESS STEEL ROD
 CE0373_STAMPING: Z 1392 1981
 CE0373_MARK LOGO: NGS   
 CE0373_PROJECTION: FLUSH
 CE0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0373+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 CE0373_ROD/PIPE-DEPTH: 9.7  meters
 CE0373
 CE0373  HISTORY     - Date     Condition        Report By
 CE0373  HISTORY     - 1981     MONUMENTED       NGS
 CE0373  HISTORY     - 20020905 GOOD             JCLS
 CE0373
 CE0373                          STATION DESCRIPTION
 CE0373
 CE0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0373'15.5 KM (9.65 MI) NE FROM FABENS.
 CE0373'12.1 KM (7.5 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0373'OFFICE IN FABENS, THENCE 0.6 KM (0.4 MI) NORTHEAST ALONG FARM ROAD
 CE0373'1110, THENCE 2.8 KM (1.75 MI) NORTHWEST ALONG THE SOUTHERN
 CE0373'PACIFIC RAILROAD, AT A DIRT ROAD CROSSING, 30.5 METERS (100.0 FT)
 CE0373'EAST-SOUTHEAST OF MILEPOST 809, 13.4 METERS (44.0 FT) SOUTHWEST OF
 CE0373'THE CENTER OF A DIRT ROAD, 8.9 METERS (29.2 FT) NORTHEAST OF THE
 CE0373'NEAR RAIL AND 2.3 METERS (7.6 FT) NORTHWEST OF A UTILITY POLE.
 CE0373'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0373'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CE0373'THE MARK IS 1.5 M BELOW THE TRACKS.
 CE0373
 CE0373                          STATION RECOVERY (2002)
 CE0373
 CE0373'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CE0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0774 ***********************************************************************
 CD0774  DESIGNATION -  Z 1393
 CD0774  PID         -  CD0774
 CD0774  STATE/COUNTY-  TX/HUDSPETH
 CD0774  USGS QUAD   -  ESPERANZA (1972)
 CD0774
 CD0774                         *CURRENT SURVEY CONTROL
 CD0774  ___________________________________________________________________
 CD0774* NAD 83(1986)-  31 11 09.     (N)    105 43 15.     (W)     SCALED    
 CD0774* NAVD 88     -      1071.093  (meters)    3514.08   (feet)  ADJUSTED  
 CD0774  ___________________________________________________________________
 CD0774  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CD0774  DYNAMIC HT  -        1069.419 (meters)    3508.59  (feet)  COMP
 CD0774  MODELED GRAV-     979,042.3   (mgal)                       NAVD 88
 CD0774
 CD0774  VERT ORDER  -  FIRST     CLASS II
 CD0774
 CD0774.The horizontal coordinates were scaled from a topographic map and have
 CD0774.an estimated accuracy of +/- 6 seconds.
 CD0774
 CD0774.The orthometric height was determined by differential leveling
 CD0774.and adjusted by the National Geodetic Survey in June 1991..
 CD0774
 CD0774.The geoid height was determined by GEOID03.
 CD0774
 CD0774.The dynamic height is computed by dividing the NAVD 88
 CD0774.geopotential number by the normal gravity value computed on the
 CD0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0774.degrees latitude (g = 980.6199 gals.).
 CD0774
 CD0774.The modeled gravity was interpolated from observed gravity values.
 CD0774
 CD0774;                    North         East    Units  Estimated Accuracy
 CD0774;SPC TX C     - 3,180,840.      186,730.      MT  (+/- 180 meters Scaled)
 CD0774
 CD0774                          SUPERSEDED SURVEY CONTROL
 CD0774
 CD0774.No superseded survey control is available for this station.
 CD0774
 CD0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ313504(NAD 83)
 CD0774_MARKER: I = METAL ROD
 CD0774_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0774_SP_SET: STAINLESS STEEL ROD
 CD0774_STAMPING: Z 1393 1981
 CD0774_MARK LOGO: NGS   
 CD0774_PROJECTION: FLUSH
 CD0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0774+STABILITY: POSITION/ELEVATION WELL
 CD0774_ROD/PIPE-DEPTH: 19.8 meters
 CD0774
 CD0774  HISTORY     - Date     Condition        Report By
 CD0774  HISTORY     - 1981     MONUMENTED       NGS
 CD0774  HISTORY     - 1990     GOOD             USPSQD
 CD0774
 CD0774                          STATION DESCRIPTION
 CD0774
 CD0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0774'38.3 KM (23.8 MI) NW FROM SIERRA BLANCA.
 CD0774'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0774'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0774'SOUTH ALONG A GRAVELED ROAD, THENCE 31.9 KM (19.8 MI) NORTHWESTERLY
 CD0774'ALONG INTERSTATE HIGHWAY 10, 0.6 KM (0.35 MI) NORTHWEST
 CD0774'OF MILE POST 84, 33.8 METERS (111.0 FT) SOUTHWEST OF THE CENTERLINE
 CD0774'OF THE EAST BOUND LANES OF THE HIGHWAY AND 15.0 METERS (49.2 FT)
 CD0774'NORTHWEST OF THE CENTER OF THE EXTENDED CENTER OF A TRACK ROAD
 CD0774'LEADING SOUTHWEST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CD0774'5-INCH LOGO CAP.
 CD0774'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CD0774'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CD0774
 CD0774                          STATION RECOVERY (1990)
 CD0774
 CD0774'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0798 ***********************************************************************
 CD0798  DESIGNATION -  Z 1394
 CD0798  PID         -  CD0798
 CD0798  STATE/COUNTY-  TX/HUDSPETH
 CD0798  USGS QUAD   -  LASCA (1979)
 CD0798
 CD0798                         *CURRENT SURVEY CONTROL
 CD0798  ___________________________________________________________________
 CD0798* NAD 83(1986)-  31 11 29.     (N)    105 25 36.     (W)     SCALED    
 CD0798* NAVD 88     -      1418.639  (meters)    4654.32   (feet)  ADJUSTED  
 CD0798  ___________________________________________________________________
 CD0798  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CD0798  DYNAMIC HT  -        1416.360 (meters)    4646.84  (feet)  COMP
 CD0798  MODELED GRAV-     978,984.5   (mgal)                       NAVD 88
 CD0798
 CD0798  VERT ORDER  -  FIRST     CLASS II
 CD0798
 CD0798.The horizontal coordinates were scaled from a topographic map and have
 CD0798.an estimated accuracy of +/- 6 seconds.
 CD0798
 CD0798.The orthometric height was determined by differential leveling
 CD0798.and adjusted by the National Geodetic Survey in June 1991..
 CD0798
 CD0798.The geoid height was determined by GEOID03.
 CD0798
 CD0798.The dynamic height is computed by dividing the NAVD 88
 CD0798.geopotential number by the normal gravity value computed on the
 CD0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0798.degrees latitude (g = 980.6199 gals.).
 CD0798
 CD0798.The modeled gravity was interpolated from observed gravity values.
 CD0798
 CD0798;                    North         East    Units  Estimated Accuracy
 CD0798;SPC TX C     - 3,180,130.      214,760.      MT  (+/- 180 meters Scaled)
 CD0798
 CD0798                          SUPERSEDED SURVEY CONTROL
 CD0798
 CD0798.No superseded survey control is available for this station.
 CD0798
 CD0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ593508(NAD 83)
 CD0798_MARKER: I = METAL ROD
 CD0798_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0798+WITH SETTING: INFORMATION.
 CD0798_SP_SET: SHALLOW SET METAL ROD
 CD0798_STAMPING: Z 1394 1981
 CD0798_MARK LOGO: NGS   
 CD0798_PROJECTION: FLUSH
 CD0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0798_ROD/PIPE-DEPTH: 2.4  meters
 CD0798
 CD0798  HISTORY     - Date     Condition        Report By
 CD0798  HISTORY     - 1981     MONUMENTED       NGS
 CD0798
 CD0798                          STATION DESCRIPTION
 CD0798
 CD0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0798'7.2 KM (4.45 MI) NW FROM SIERRA BLANCA.
 CD0798'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0798'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0798'SOUTH ALONG A GRAVELED ROAD, THENCE 0.7 KM (0.45 MI) NORTHWEST
 CD0798'ALONG INTERSTATE HIGHWAY HIGHWAY 10, 0.2 KM (0.1 MI) NORTHWEST
 CD0798'OF MILEPOST 103, 25.8 METERS (84.5 FT) NORTH-NORTHEAST OF THE
 CD0798'CENTERLINE OF A FRONTAGE ROAD, 20.5 METERS (67.4 FT) NORTHEAST
 CD0798'OF THE NORTHEAST CORNER OF A BOX CULVERT AND 1.4 METERS (4.7 FT)
 CD0798'NORTHWEST OF A UTILITY POLE WITH THREE TRANSFORMERS.  NOTE=ACCESS
 CD0798'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0798'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CD0798'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0880 ***********************************************************************
 CD0880  DESIGNATION -  Z 1395
 CD0880  PID         -  CD0880
 CD0880  STATE/COUNTY-  TX/CULBERSON
 CD0880  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0880
 CD0880                         *CURRENT SURVEY CONTROL
 CD0880  ___________________________________________________________________
 CD0880* NAD 83(1986)-  31 04 03.     (N)    104 20 38.     (W)     SCALED    
 CD0880* NAVD 88     -      1345.465  (meters)    4414.25   (feet)  ADJUSTED  
 CD0880  ___________________________________________________________________
 CD0880  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 CD0880  DYNAMIC HT  -        1343.361 (meters)    4407.34  (feet)  COMP
 CD0880  MODELED GRAV-     979,028.9   (mgal)                       NAVD 88
 CD0880
 CD0880  VERT ORDER  -  FIRST     CLASS II
 CD0880
 CD0880.The horizontal coordinates were scaled from a topographic map and have
 CD0880.an estimated accuracy of +/- 6 seconds.
 CD0880
 CD0880.The orthometric height was determined by differential leveling
 CD0880.and adjusted by the National Geodetic Survey in June 1991..
 CD0880
 CD0880.The geoid height was determined by GEOID03.
 CD0880
 CD0880.The dynamic height is computed by dividing the NAVD 88
 CD0880.geopotential number by the normal gravity value computed on the
 CD0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0880.degrees latitude (g = 980.6199 gals.).
 CD0880
 CD0880.The modeled gravity was interpolated from observed gravity values.
 CD0880
 CD0880;                    North         East    Units  Estimated Accuracy
 CD0880;SPC TX C     - 3,162,190.      317,370.      MT  (+/- 180 meters Scaled)
 CD0880
 CD0880                          SUPERSEDED SURVEY CONTROL
 CD0880
 CD0880.No superseded survey control is available for this station.
 CD0880
 CD0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ625372(NAD 83)
 CD0880_MARKER: I = METAL ROD
 CD0880_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0880_SP_SET: STAINLESS STEEL ROD
 CD0880_STAMPING: Z 1395 1981
 CD0880_MARK LOGO: NGS   
 CD0880_PROJECTION: FLUSH
 CD0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0880_ROD/PIPE-DEPTH: 4.9  meters
 CD0880
 CD0880  HISTORY     - Date     Condition        Report By
 CD0880  HISTORY     - 1981     MONUMENTED       NGS
 CD0880
 CD0880                          STATION DESCRIPTION
 CD0880
 CD0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0880'12.1 KM (7.5 MI) WEST FROM KENT.
 CD0880'12.1 KM (7.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0880'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.3 KM
 CD0880'(0.2 MI) EAST OF MILE POST 169, AND 47.2 METERS (155.0 FT) NORTH OF
 CD0880'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS
 CD0880'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0880'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 CD0880'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0589 ***********************************************************************
 CC0589  DESIGNATION -  Z 1396
 CC0589  PID         -  CC0589
 CC0589  STATE/COUNTY-  TX/REEVES
 CC0589  USGS QUAD   -  GOZAR (1970)
 CC0589
 CC0589                         *CURRENT SURVEY CONTROL
 CC0589  ___________________________________________________________________
 CC0589* NAD 83(1986)-  31 13 52.     (N)    103 53 21.     (W)     SCALED    
 CC0589* NAVD 88     -       972.560  (meters)    3190.81   (feet)  ADJUSTED  
 CC0589  ___________________________________________________________________
 CC0589  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CC0589  DYNAMIC HT  -         971.119 (meters)    3186.08  (feet)  COMP
 CC0589  MODELED GRAV-     979,125.3   (mgal)                       NAVD 88
 CC0589
 CC0589  VERT ORDER  -  FIRST     CLASS II
 CC0589
 CC0589.The horizontal coordinates were scaled from a topographic map and have
 CC0589.an estimated accuracy of +/- 6 seconds.
 CC0589
 CC0589.The orthometric height was determined by differential leveling
 CC0589.and adjusted by the National Geodetic Survey in June 1991..
 CC0589
 CC0589.The geoid height was determined by GEOID03.
 CC0589
 CC0589.The dynamic height is computed by dividing the NAVD 88
 CC0589.geopotential number by the normal gravity value computed on the
 CC0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0589.degrees latitude (g = 980.6199 gals.).
 CC0589
 CC0589.The modeled gravity was interpolated from observed gravity values.
 CC0589
 CC0589;                    North         East    Units  Estimated Accuracy
 CC0589;SPC TX C     - 3,178,840.      361,320.      MT  (+/- 180 meters Scaled)
 CC0589
 CC0589                          SUPERSEDED SURVEY CONTROL
 CC0589
 CC0589.No superseded survey control is available for this station.
 CC0589
 CC0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ057557(NAD 83)
 CC0589_MARKER: I = METAL ROD
 CC0589_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0589+WITH SETTING: INFORMATION.
 CC0589_SP_SET: SHALLOW SET METAL ROD
 CC0589_STAMPING: Z 1396 1981
 CC0589_MARK LOGO: NGS   
 CC0589_PROJECTION: FLUSH
 CC0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0589+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 CC0589_ROD/PIPE-DEPTH: 2.7  meters
 CC0589
 CC0589  HISTORY     - Date     Condition        Report By
 CC0589  HISTORY     - 1981     MONUMENTED       NGS
 CC0589  HISTORY     - 20030908 GOOD             USPSQD
 CC0589  HISTORY     - 20051107 GOOD             USPSQD
 CC0589
 CC0589                          STATION DESCRIPTION
 CC0589
 CC0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0589'13.3 KM (8.25 MI) SW FROM TOYAH.
 CC0589'13.3 KM (8.25 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0589'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.2 KM (0.1 MI) SOUTHWEST
 CC0589'OF A TRACK ROAD LEADING NORTHWEST, 1.0 KM (0.65 MI) SOUTHWEST OF
 CC0589'MILE POST 15, 0.6 KM (0.35 MI) NORTHEAST OF MILE POST 14, AND 15.2
 CC0589'METERS (50.0 FT) SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD.
 CC0589'NOTE=ROD WAS DRIVEN TO REFUSAL AT 9.0 FT.  ACCESS TO THE DATUM
 CC0589'POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0589'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CC0589'THE MARK IS 0.5 M BELOW THE FRONTAGE ROAD.
 CC0589
 CC0589                          STATION RECOVERY (2003)
 CC0589
 CC0589'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 CC0589'WITNESS POST AND SIGN IN GOOD CONDITION.
 CC0589
 CC0589                          STATION RECOVERY (2005)
 CC0589
 CC0589'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMW)
 CC0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0603 ***********************************************************************
 CC0603  SACS        -  This is a Secondary Airport Control Station.
 CC0603  DESIGNATION -  Z 1397
 CC0603  PID         -  CC0603
 CC0603  STATE/COUNTY-  TX/REEVES
 CC0603  USGS QUAD   -  PECOS WEST (1981)
 CC0603
 CC0603                         *CURRENT SURVEY CONTROL
 CC0603  ___________________________________________________________________
 CC0603* NAD 83(1993)-  31 23 23.83849(N)    103 30 40.59509(W)     ADJUSTED  
 CC0603* NAVD 88     -       793.788  (meters)    2604.29   (feet)  ADJUSTED  
 CC0603  ___________________________________________________________________
 CC0603  X           -  -1,273,379.536 (meters)                     COMP
 CC0603  Y           -  -5,299,412.550 (meters)                     COMP
 CC0603  Z           -   3,303,278.134 (meters)                     COMP
 CC0603  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 CC0603  ELLIP HEIGHT-         769.28  (meters)          (10/24/00) GPS OBS
 CC0603  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0603  DYNAMIC HT  -         792.631 (meters)    2600.49  (feet)  COMP
 CC0603  MODELED GRAV-     979,156.8   (mgal)                       NAVD 88
 CC0603
 CC0603  HORZ ORDER  -  B
 CC0603  VERT ORDER  -  FIRST     CLASS II
 CC0603  ELLP ORDER  -  FOURTH    CLASS II
 CC0603
 CC0603.This mark is at Pecos Muni (PEQ) Airport (PEQ)
 CC0603
 CC0603.The horizontal coordinates were established by GPS observations
 CC0603.and adjusted by the National Geodetic Survey in September 1996..
 CC0603
 CC0603.The orthometric height was determined by differential leveling
 CC0603.and adjusted by the National Geodetic Survey in June 1991..
 CC0603
 CC0603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0603
 CC0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0603
 CC0603.The ellipsoidal height was determined by GPS observations
 CC0603.and is referenced to NAD 83.
 CC0603
 CC0603.The geoid height was determined by GEOID03.
 CC0603
 CC0603.The dynamic height is computed by dividing the NAVD 88
 CC0603.geopotential number by the normal gravity value computed on the
 CC0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0603.degrees latitude (g = 980.6199 gals.).
 CC0603
 CC0603.The modeled gravity was interpolated from observed gravity values.
 CC0603
 CC0603;                    North         East     Units Scale Factor Converg.
 CC0603;SPC TX C     - 3,195,354.092   397,804.905   MT  0.99990466   -1 38 12.6
 CC0603;SPC TX C     -10,483,424.22  1,305,131.59   sFT  0.99990466   -1 38 12.6
 CC0603;UTM  13      - 3,473,778.027   641,548.288   MT  0.99984713   +0 46 32.0
 CC0603
 CC0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0603!SPC TX C     -   0.99987922  x   0.99990466  =   0.99978389
 CC0603!UTM  13      -   0.99987922  x   0.99984713  =   0.99972636
 CC0603
 CC0603:                Primary Azimuth Mark                     Grid Az
 CC0603:SPC TX C     -  PECOSPORT                                171 00 29.8
 CC0603:UTM  13      -  PECOSPORT                                168 35 45.2
 CC0603
 CC0603|---------------------------------------------------------------------|
 CC0603| PID    Reference Object                     Distance      Geod. Az  |
 CC0603|                                                           dddmmss.s |
 CC0603| CC0857 PECOSPORT                           407.412 METERS 1692217.2 |
 CC0603|---------------------------------------------------------------------|
 CC0603
 CC0603                          SUPERSEDED SURVEY CONTROL
 CC0603
 CC0603  ELLIP H (07/08/97)  769.34   (m)                       GP(       ) 4 2
 CC0603  ELLIP H (09/09/96)  769.32   (m)                       GP(       ) 1 2
 CC0603  NAVD 88 (09/09/96)  793.79   (m)         2604.3    (f) LEVELING    3  
 CC0603
 CC0603.Superseded values are not recommended for survey control.
 CC0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0603.See file dsdata.txt to determine how the superseded data were derived.
 CC0603
 CC0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ4154873778(NAD 83)
 CC0603_MARKER: I = METAL ROD
 CC0603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0603_SP_SET: SHALLOW SET METAL ROD
 CC0603_STAMPING: Z 1397 1981
 CC0603_MARK LOGO: NGS   
 CC0603_PROJECTION: FLUSH
 CC0603_MAGNETIC: I = MARKER IS A STEEL ROD
 CC0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0603+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1995
 CC0603_ROD/PIPE-DEPTH: 1.5  meters
 CC0603
 CC0603  HISTORY     - Date     Condition        Report By
 CC0603  HISTORY     - 1981     MONUMENTED       NGS
 CC0603  HISTORY     - 19950509 GOOD             NGS
 CC0603  HISTORY     - 19950510 GOOD             NGS
 CC0603
 CC0603                          STATION DESCRIPTION
 CC0603
 CC0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0603'IN PECOS.
 CC0603'IN PECOS, AT THE PECOS MUNICIPAL AIRPORT OFFICE, IN THE SOUTH
 CC0603'CORNER OF A CHAIN LINK FENCE AROUND THE WEST SIDE OF THE OFFICE,
 CC0603'14.8 METERS (48.6 FT) SOUTHWEST OF THE SOUTH CORNER OF THE
 CC0603'OFFICE, 0.9 METER (3.0 FT) SOUTHWEST OF A STEEL UTILITY POLE AND
 CC0603'STANDARD SIGN, 0.6 METER (2.0 FT) NORTH OF A FENCE CORNER, 0.4
 CC0603'METER (1.4 FT) NORTHWEST OF A FENCE, AND 0.4 METER (1.2 FT)
 CC0603'NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CC0603'5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 5.0 FT.
 CC0603'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CC0603
 CC0603                          STATION RECOVERY (1995)
 CC0603
 CC0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CC0603'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF PECOS, ON THE
 CC0603'PECOS MUNICIPAL AIRPORT, IN THE SOUTH CORNER OF THE LAWN SOUTHWEST OF
 CC0603'THE AIRPORT OFFICE.--CITY OF PECOS, BOX 929, PECOS TX 79772.  THE
 CC0603'AIRPORT MANAGER IS ISABELLE BLANCHARD, PHONE 915 447-2488.  TO REACH
 CC0603'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND COUNTRY
 CC0603'CLUB DRIVE (EXIT 40) IN PECOS, GO SOUTHERLY 1.02 KM (0.65 MI) ALONG A
 CC0603'PAVED ROAD TO THE AIRPORT OFFICE AND AUTOMATIC GATE ON THE LEFT, PASS
 CC0603'THROUGH THE GATE 30 METERS (98.4 FT) TO THE STATION ON THE RIGHT,
 CC0603'INSIDE THE CHAIN-LINK FENCE CORNER.  THE STATION IS 14.8 M (48.6 FT)
 CC0603'SOUTHWEST OF THE SOUTH CORNER OF THE F OFFICE, 0.9 M (3.0 FT)
 CC0603'SOUTHWEST OF A STEEL UTILITY LIGHT POLE, 0.6 M (2.0 FT) NORTH OF THE
 CC0603'FENCE CORNER, 0.3 M (1.0 FT) NORTHEAST OF THE FENCE.  NOTE--ACCESS TO
 CC0603'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY DEB.
 CC0603
 CC0603                          STATION RECOVERY (1995)
 CC0603
 CC0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CC0603'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF PECOS, ON THE
 CC0603'PECOS MUNICIPAL AIRPORT, IN THE SOUTH CORNER OF THE LAWN SOUTHWEST OF
 CC0603'THE AIRPORT OFFICE.--CITY OF PECOS, BOX 929, PECOS TX 79772.  THE
 CC0603'AIRPORT MANAGER IS ISABELLE BLANCHARD, PHONE 915 447-2488.  TO REACH
 CC0603'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND COUNTRY
 CC0603'CLUB DRIVE (EXIT 40) IN PECOS, GO SOUTHERLY 1.02 KM (0.65 MI) ALONG A
 CC0603'PAVED ROAD TO THE AIRPORT OFFICE AND AUTOMATIC GATE ON THE LEFT, PASS
 CC0603'THROUGH THE GATE 30 METERS (98.4 FT) TO THE STATION ON THE RIGHT,
 CC0603'INSIDE THE CHAIN-LINK FENCE CORNER.  THE STATION IS 14.8 M (48.6 FT)
 CC0603'SOUTHWEST OF THE SOUTH CORNER OF THE F OFFICE, 0.9 M (3.0 FT)
 CC0603'SOUTHWEST OF A STEEL UTILITY LIGHT POLE, 0.6 M (2.0 FT) NORTH OF THE
 CC0603'FENCE CORNER, 0.3 M (1.0 FT) NORTHEAST OF THE FENCE.  NOTE--ACCESS TO
 CC0603'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THIS IS A SECONDARY
 CC0603'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0362 ***********************************************************************
 BQ0362  DESIGNATION -  Z 1398
 BQ0362  PID         -  BQ0362
 BQ0362  STATE/COUNTY-  TX/PRESIDIO
 BQ0362  USGS QUAD   -  MARFA (1983)
 BQ0362
 BQ0362                         *CURRENT SURVEY CONTROL
 BQ0362  ___________________________________________________________________
 BQ0362* NAD 83(1986)-  30 19 19.     (N)    104 05 26.     (W)     SCALED    
 BQ0362* NAVD 88     -      1458.183  (meters)    4784.06   (feet)  ADJUSTED  
 BQ0362  ___________________________________________________________________
 BQ0362  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 BQ0362  DYNAMIC HT  -        1455.741 (meters)    4776.04  (feet)  COMP
 BQ0362  MODELED GRAV-     978,915.7   (mgal)                       NAVD 88
 BQ0362
 BQ0362  VERT ORDER  -  FIRST     CLASS II
 BQ0362
 BQ0362.The horizontal coordinates were scaled from a topographic map and have
 BQ0362.an estimated accuracy of +/- 6 seconds.
 BQ0362
 BQ0362.The orthometric height was determined by differential leveling
 BQ0362.and adjusted by the National Geodetic Survey in June 1991..
 BQ0362
 BQ0362.The geoid height was determined by GEOID03.
 BQ0362
 BQ0362.The dynamic height is computed by dividing the NAVD 88
 BQ0362.geopotential number by the normal gravity value computed on the
 BQ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0362.degrees latitude (g = 980.6199 gals.).
 BQ0362
 BQ0362.The modeled gravity was interpolated from observed gravity values.
 BQ0362
 BQ0362;                    North         East    Units  Estimated Accuracy
 BQ0362;SPC TXSC     - 4,286,470.      110,570.      MT  (+/- 180 meters Scaled)
 BQ0362
 BQ0362                          SUPERSEDED SURVEY CONTROL
 BQ0362
 BQ0362.No superseded survey control is available for this station.
 BQ0362
 BQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP874548(NAD 83)
 BQ0362_MARKER: I = METAL ROD
 BQ0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0362_SP_SET: STAINLESS STEEL ROD
 BQ0362_STAMPING: Z 1398 1981
 BQ0362_MARK LOGO: NGS   
 BQ0362_PROJECTION: FLUSH
 BQ0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0362+STABILITY: POSITION/ELEVATION WELL
 BQ0362_ROD/PIPE-DEPTH: 5.8  meters
 BQ0362
 BQ0362  HISTORY     - Date     Condition        Report By
 BQ0362  HISTORY     - 1981     MONUMENTED       NGS
 BQ0362  HISTORY     - 1990     GOOD             USPSQD
 BQ0362  HISTORY     - 19961009 GOOD             USPSQD
 BQ0362
 BQ0362                          STATION DESCRIPTION
 BQ0362
 BQ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0362'7.4 KM (4.6 MI) NW FROM MARFA.
 BQ0362'7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH
 BQ0362'U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 0.5 KM (0.3 MI)
 BQ0362'NORTHWEST OF A SMALL REST AREA, 68.6 METERS (225.0 FT) SOUTHWEST OF
 BQ0362'THE CENTERLINE OF THE HIGHWAY, 9.6 METERS (31.5 FT) SOUTHEAST OF A
 BQ0362'UTILITY POLE, 7.4 METERS (24.1 FT) SOUTHEAST OF THE CENTER OF A METAL
 BQ0362'GATE, AND 5.2 METERS (17.2 FT) SOUTHEAST OF A FENCE CORNER.
 BQ0362'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL
 BQ0362'WAS REACHED AT 19.0 FT.
 BQ0362'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0362'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BQ0362
 BQ0362                          STATION RECOVERY (1990)
 BQ0362
 BQ0362'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0362'RECOVERED IN GOOD CONDITION.
 BQ0362
 BQ0362                          STATION RECOVERY (1996)
 BQ0362
 BQ0362'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0219 ***********************************************************************
 BB0219  DESIGNATION -  Z 1399
 BB0219  PID         -  BB0219
 BB0219  STATE/COUNTY-  TX/PRESIDIO
 BB0219  USGS QUAD   -  CERROS PRIETOS (1983)
 BB0219
 BB0219                         *CURRENT SURVEY CONTROL
 BB0219  ___________________________________________________________________
 BB0219* NAD 83(1986)-  29 59 16.     (N)    104 13 12.     (W)     SCALED    
 BB0219* NAVD 88     -      1517.029  (meters)    4977.12   (feet)  ADJUSTED  
 BB0219  ___________________________________________________________________
 BB0219  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 BB0219  DYNAMIC HT  -        1514.440 (meters)    4968.63  (feet)  COMP
 BB0219  MODELED GRAV-     978,881.5   (mgal)                       NAVD 88
 BB0219
 BB0219  VERT ORDER  -  FIRST     CLASS II
 BB0219
 BB0219.The horizontal coordinates were scaled from a topographic map and have
 BB0219.an estimated accuracy of +/- 6 seconds.
 BB0219
 BB0219.The orthometric height was determined by differential leveling
 BB0219.and adjusted by the National Geodetic Survey in June 1991..
 BB0219
 BB0219.The geoid height was determined by GEOID03.
 BB0219
 BB0219.The dynamic height is computed by dividing the NAVD 88
 BB0219.geopotential number by the normal gravity value computed on the
 BB0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0219.degrees latitude (g = 980.6199 gals.).
 BB0219
 BB0219.The modeled gravity was interpolated from observed gravity values.
 BB0219
 BB0219;                    North         East    Units  Estimated Accuracy
 BB0219;SPC TXSC     - 4,250,010.       96,480.      MT  (+/- 180 meters Scaled)
 BB0219
 BB0219                          SUPERSEDED SURVEY CONTROL
 BB0219
 BB0219.No superseded survey control is available for this station.
 BB0219
 BB0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP752176(NAD 83)
 BB0219_MARKER: DB = BENCH MARK DISK
 BB0219_SETTING: 66 = SET IN ROCK OUTCROP
 BB0219_SP_SET: ROCK OUTCROP
 BB0219_STAMPING: Z 1399 1981
 BB0219_MARK LOGO: NGS   
 BB0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0219+STABILITY: POSITION/ELEVATION WELL
 BB0219
 BB0219  HISTORY     - Date     Condition        Report By
 BB0219  HISTORY     - 1981     MONUMENTED       NGS
 BB0219  HISTORY     - 19961010 GOOD             USPSQD
 BB0219
 BB0219                          STATION DESCRIPTION
 BB0219
 BB0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0219'21.8 KM (13.55 MI) NE FROM SHAFTER.
 BB0219'21.8 KM (13.55 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0219'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.8 KM (0.5 MI)
 BB0219'SOUTHWEST OF A POWERLINE CROSSING, 0.3 KM (0.2 MI) NORTHEAST OF A
 BB0219'GRAVELED ROAD LEADING SOUTHEAST, IN TOP OF A 5X9 FOOT EXPOSED AREA
 BB0219'OF ROCK OUTCROPPING, 75.0 METERS (246.0 FT) NORTH-NORTHEAST OF THE
 BB0219'NORTHEAST END OF A 3-CHANNEL CONCRETE CULVERT, 64.0 METERS (210.0 FT)
 BB0219'SOUTH OF AN ANGLE FENCE CORNER, 16.6 METERS (54.6 FT) EAST OF THE
 BB0219'CENTERLINE OF THE HIGHWAY, AND 14.0 METERS (46.0 FT) WEST OF A
 BB0219'FENCE AT A POST WITH 2 PIPE BRACES.
 BB0219'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 BB0219'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BB0219
 BB0219                          STATION RECOVERY (1996)
 BB0219
 BB0219'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0003 ***********************************************************************
 CC0003  DESIGNATION -  Z 14 RESET 1950
 CC0003  PID         -  CC0003
 CC0003  STATE/COUNTY-  TX/MIDLAND
 CC0003  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0003
 CC0003                         *CURRENT SURVEY CONTROL
 CC0003  ___________________________________________________________________
 CC0003* NAD 83(1986)-  31 59 42.     (N)    102 04 28.     (W)     SCALED    
 CC0003* NAVD 88     -       846.935  (meters)    2778.65   (feet)  ADJUSTED  
 CC0003  ___________________________________________________________________
 CC0003  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CC0003  DYNAMIC HT  -         845.746 (meters)    2774.75  (feet)  COMP
 CC0003  MODELED GRAV-     979,207.5   (mgal)                       NAVD 88
 CC0003
 CC0003  VERT ORDER  -  FIRST     CLASS II
 CC0003
 CC0003.The horizontal coordinates were scaled from a topographic map and have
 CC0003.an estimated accuracy of +/- 6 seconds.
 CC0003
 CC0003.The orthometric height was determined by differential leveling
 CC0003.and adjusted by the National Geodetic Survey in June 1991..
 CC0003
 CC0003.The geoid height was determined by GEOID03.
 CC0003
 CC0003.The dynamic height is computed by dividing the NAVD 88
 CC0003.geopotential number by the normal gravity value computed on the
 CC0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0003.degrees latitude (g = 980.6199 gals.).
 CC0003
 CC0003.The modeled gravity was interpolated from observed gravity values.
 CC0003
 CC0003;                    North         East    Units  Estimated Accuracy
 CC0003;SPC TX C     - 3,259,410.      535,470.      MT  (+/- 180 meters Scaled)
 CC0003
 CC0003                          SUPERSEDED SURVEY CONTROL
 CC0003
 CC0003  NGVD 29 (??/??/92)  846.565  (m)         2777.44   (f) ADJ UNCH    1 2
 CC0003
 CC0003.Superseded values are not recommended for survey control.
 CC0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0003.See file dsdata.txt to determine how the superseded data were derived.
 CC0003
 CC0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR764436(NAD 83)
 CC0003_MARKER: DB = BENCH MARK DISK
 CC0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0003_STAMPING: Z 14 RESET 1950
 CC0003_MARK LOGO: CGS   
 CC0003_PROJECTION: FLUSH
 CC0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0003+STABILITY: SURFACE MOTION
 CC0003
 CC0003  HISTORY     - Date     Condition        Report By
 CC0003  HISTORY     - 1950     MONUMENTED       CGS
 CC0003  HISTORY     - 1967     GOOD             NGS
 CC0003  HISTORY     - 1982     GOOD             NGS
 CC0003
 CC0003                          STATION DESCRIPTION
 CC0003
 CC0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0003'IN MIDLAND.
 CC0003'AT MIDLAND, ALONG THE TEXAS AND PACIFIC RAILROAD, 7 1/2 RAILS
 CC0003'NORTHEAST OF THE STATION, 43 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 CC0003'THE MAIN TRACK, 49 FEET WEST OF THE CENTER LINE OF SOUTH MAIN STREET,
 CC0003'72 1/2 FEET NORTHWEST OF THE CENTER LINE OF WEST INDUSTRIAL AVENUE,
 CC0003'6.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL CONCRETE
 CC0003'BUILDING, 6 FEET NORTH OF A TELEPHONE POLE, 2.4 FEET NORTH OF A METAL
 CC0003'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND SET IN
 CC0003'THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 CC0003
 CC0003                          STATION RECOVERY (1982)
 CC0003
 CC0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0003'IN MIDLAND, AT THE INTERSECTION OF MAIN STREET AND THE TEXAS AND
 CC0003'PACIFIC RAILROAD, 93.5 METERS (306.8 FT) EAST-NORTHEAST OF THE EAST
 CC0003'CORNER OF THE WEST TEXAS OFFICE SUPPLY BUILDING (THE OLD RAILROAD
 CC0003'STATION), 21.3 METERS (69.9 FT) NORTHWEST OF THE CENTER OF INDUSTRIAL
 CC0003'AVENUE, 14.5 METERS (47.6 FT) SOUTHWEST OF THE CENTER OF MAIN STREET,
 CC0003'12.6 METERS (41.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACKS
 CC0003'AND 1.5 METERS (4.9 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A 10
 CC0003'BY 7 FT CEMENT BUILDING.
 CC0003'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CC0003'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0274 ***********************************************************************
 EN0274  DESIGNATION -  Z 140
 EN0274  PID         -  EN0274
 EN0274  STATE/COUNTY-  TX/FLOYD
 EN0274  USGS QUAD   -  SOUTH PLAINS (1966)
 EN0274
 EN0274                         *CURRENT SURVEY CONTROL
 EN0274  ___________________________________________________________________
 EN0274* NAD 83(1986)-  34 14 24.     (N)    101 15 26.     (W)     SCALED    
 EN0274* NAVD 88     -       965.540  (meters)    3167.78   (feet)  ADJUSTED  
 EN0274  ___________________________________________________________________
 EN0274  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EN0274  DYNAMIC HT  -         964.312 (meters)    3163.75  (feet)  COMP
 EN0274  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
 EN0274
 EN0274  VERT ORDER  -  FIRST     CLASS II
 EN0274
 EN0274.The horizontal coordinates were scaled from a topographic map and have
 EN0274.an estimated accuracy of +/- 6 seconds.
 EN0274
 EN0274.The orthometric height was determined by differential leveling
 EN0274.and adjusted by the National Geodetic Survey in June 1991..
 EN0274
 EN0274.The geoid height was determined by GEOID03.
 EN0274
 EN0274.The dynamic height is computed by dividing the NAVD 88
 EN0274.geopotential number by the normal gravity value computed on the
 EN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0274.degrees latitude (g = 980.6199 gals.).
 EN0274
 EN0274.The modeled gravity was interpolated from observed gravity values.
 EN0274
 EN0274;                    North         East    Units  Estimated Accuracy
 EN0274;SPC TXNC     - 2,288,710.      346,000.      MT  (+/- 180 meters Scaled)
 EN0274
 EN0274                          SUPERSEDED SURVEY CONTROL
 EN0274
 EN0274  NGVD 29 (??/??/92)  965.154  (m)         3166.51   (f) ADJ UNCH    1 2
 EN0274
 EN0274.Superseded values are not recommended for survey control.
 EN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0274.See file dsdata.txt to determine how the superseded data were derived.
 EN0274
 EN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC921910(NAD 83)
 EN0274_MARKER: DB = BENCH MARK DISK
 EN0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0274_STAMPING: 3166.509 Z 140 1933
 EN0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0274+STABILITY: SURFACE MOTION
 EN0274
 EN0274  HISTORY     - Date     Condition        Report By
 EN0274  HISTORY     - 1933     MONUMENTED       CGS
 EN0274  HISTORY     - 1958     GOOD             NGS
 EN0274
 EN0274                          STATION DESCRIPTION
 EN0274
 EN0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0274'3.4 MI NE FROM SOUTH PLAINS.
 EN0274'3.4 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0274'THE STATION AT SOUTH PLAINS, FLOYD COUNTY, AT STATION 3229+00 (MILEAGE
 EN0274'298.20), ABOUT 22-1/2 RAILS NORTHEAST OF A PRIVATE-ROAD CROSSING,
 EN0274'ABOUT 14-1/2 RAILS NORTHEAST OF WOODEN TRESTLE P 298.31, 69 FEET
 EN0274'NORTHWEST OF THE TRACK, 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 EN0274'AND ABOUT 2 FEET HIGHER THAN THE GRADE.  A STANDARD DISK, STAMPED
 EN0274'3166.509 Z 140 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EN0274'ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0243 ***********************************************************************
 BB0243  DESIGNATION -  Z 1400
 BB0243  PID         -  BB0243
 BB0243  STATE/COUNTY-  TX/PRESIDIO
 BB0243  USGS QUAD   -  LA BOQUILLA (1978)
 BB0243
 BB0243                         *CURRENT SURVEY CONTROL
 BB0243  ___________________________________________________________________
 BB0243* NAD 83(1986)-  29 40 33.     (N)    104 21 39.     (W)     SCALED    
 BB0243* NAVD 88     -       955.577  (meters)    3135.09   (feet)  ADJUSTED  
 BB0243  ___________________________________________________________________
 BB0243  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BB0243  DYNAMIC HT  -         954.020 (meters)    3129.98  (feet)  COMP
 BB0243  MODELED GRAV-     978,981.8   (mgal)                       NAVD 88
 BB0243
 BB0243  VERT ORDER  -  FIRST     CLASS II
 BB0243
 BB0243.The horizontal coordinates were scaled from a topographic map and have
 BB0243.an estimated accuracy of +/- 6 seconds.
 BB0243
 BB0243.The orthometric height was determined by differential leveling
 BB0243.and adjusted by the National Geodetic Survey in June 1991..
 BB0243
 BB0243.The geoid height was determined by GEOID03.
 BB0243
 BB0243.The dynamic height is computed by dividing the NAVD 88
 BB0243.geopotential number by the normal gravity value computed on the
 BB0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0243.degrees latitude (g = 980.6199 gals.).
 BB0243
 BB0243.The modeled gravity was interpolated from observed gravity values.
 BB0243
 BB0243;                    North         East    Units  Estimated Accuracy
 BB0243;SPC TXSC     - 4,216,090.       81,320.      MT  (+/- 180 meters Scaled)
 BB0243
 BB0243                          SUPERSEDED SURVEY CONTROL
 BB0243
 BB0243.No superseded survey control is available for this station.
 BB0243
 BB0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN618830(NAD 83)
 BB0243_MARKER: I = METAL ROD
 BB0243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BB0243_SP_SET: STAINLESS STEEL ROD
 BB0243_STAMPING: Z 1400 1981
 BB0243_MARK LOGO: NGS   
 BB0243_PROJECTION: FLUSH
 BB0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0243_ROD/PIPE-DEPTH: 4.3  meters
 BB0243
 BB0243  HISTORY     - Date     Condition        Report By
 BB0243  HISTORY     - 1981     MONUMENTED       NGS
 BB0243  HISTORY     - 19961010 GOOD             USPSQD
 BB0243
 BB0243                          STATION DESCRIPTION
 BB0243
 BB0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0243'13.2 KM (8.2 MI) NORTH FROM PRESIDIO.
 BB0243'13.2 KM (8.2 MI) NORTH ALONG U.S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0243'WITH FARM ROAD 170 IN PRESIDIO, 22.2 METERS (72.7 FT) EAST OF THE
 BB0243'CENTERLINE OF THE HIGHWAY, AND 0.6 METER (2.0 FT) WEST OF A FENCE.
 BB0243'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BB0243'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BB0243'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BB0243
 BB0243                          STATION RECOVERY (1996)
 BB0243
 BB0243'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0707 ***********************************************************************
 BP0707  DESIGNATION -  Z 1401
 BP0707  PID         -  BP0707
 BP0707  STATE/COUNTY-  TX/BREWSTER
 BP0707  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0707
 BP0707                         *CURRENT SURVEY CONTROL
 BP0707  ___________________________________________________________________
 BP0707* NAD 83(1986)-  30 22 18.     (N)    103 40 02.     (W)     SCALED    
 BP0707* NAVD 88     -      1358.157  (meters)    4455.89   (feet)  ADJUSTED  
 BP0707  ___________________________________________________________________
 BP0707  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 BP0707  DYNAMIC HT  -        1355.966 (meters)    4448.70  (feet)  COMP
 BP0707  MODELED GRAV-     978,980.1   (mgal)                       NAVD 88
 BP0707
 BP0707  VERT ORDER  -  FIRST     CLASS II
 BP0707
 BP0707.The horizontal coordinates were scaled from a topographic map and have
 BP0707.an estimated accuracy of +/- 6 seconds.
 BP0707
 BP0707.The orthometric height was determined by differential leveling
 BP0707.and adjusted by the National Geodetic Survey in June 1991..
 BP0707
 BP0707.The geoid height was determined by GEOID03.
 BP0707
 BP0707.The dynamic height is computed by dividing the NAVD 88
 BP0707.geopotential number by the normal gravity value computed on the
 BP0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0707.degrees latitude (g = 980.6199 gals.).
 BP0707
 BP0707.The modeled gravity was interpolated from observed gravity values.
 BP0707
 BP0707;                    North         East    Units  Estimated Accuracy
 BP0707;SPC TXSC     - 4,290,280.      151,470.      MT  (+/- 180 meters Scaled)
 BP0707
 BP0707                          SUPERSEDED SURVEY CONTROL
 BP0707
 BP0707.No superseded survey control is available for this station.
 BP0707
 BP0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP280607(NAD 83)
 BP0707_MARKER: I = METAL ROD
 BP0707_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0707_SP_SET: STAINLESS STEEL ROD
 BP0707_STAMPING: Z 1401 1981
 BP0707_MARK LOGO: NGS   
 BP0707_PROJECTION: FLUSH
 BP0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0707_ROD/PIPE-DEPTH: 4.6  meters
 BP0707
 BP0707  HISTORY     - Date     Condition        Report By
 BP0707  HISTORY     - 1981     MONUMENTED       NGS
 BP0707  HISTORY     - 1989     GOOD             USPSQD
 BP0707  HISTORY     - 19961007 GOOD             USPSQD
 BP0707
 BP0707                          STATION DESCRIPTION
 BP0707
 BP0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0707'IN ALPINE.
 BP0707'IN ALPINE, AT THE INTERSECTION OF STATE HIGHWAY 118 AND EAST ANSON
 BP0707'AVENUE, 9.4 METERS (30.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 BP0707'7.9 METERS (25.9 FT) NORTHWEST OF THE CENTER OF THE AVENUE, 1.4 METERS
 BP0707'(4.6 FT) NORTH-NORTHWEST OF A STREET SIGN AND 1.3 METERS (4.3 FT) WEST
 BP0707'OF UTILITY POLE NUMBER 1701.  NOTE=ACCESS TO THE DATUM POINT IS
 BP0707'THROUGH A 5-INCH LOGO CAP.
 BP0707'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BP0707'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0707
 BP0707                          STATION RECOVERY (1989)
 BP0707
 BP0707'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0707'RECOVERED IN GOOD CONDITION.
 BP0707
 BP0707                          STATION RECOVERY (1996)
 BP0707
 BP0707'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0731 ***********************************************************************
 BP0731  DESIGNATION -  Z 1402
 BP0731  PID         -  BP0731
 BP0731  STATE/COUNTY-  TX/BREWSTER
 BP0731  USGS QUAD   -  MARATHON (1983)
 BP0731
 BP0731                         *CURRENT SURVEY CONTROL
 BP0731  ___________________________________________________________________
 BP0731* NAD 83(1986)-  30 12 37.     (N)    103 10 54.     (W)     SCALED    
 BP0731* NAVD 88     -      1269.448  (meters)    4164.85   (feet)  ADJUSTED  
 BP0731  ___________________________________________________________________
 BP0731  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BP0731  DYNAMIC HT  -        1267.372 (meters)    4158.04  (feet)  COMP
 BP0731  MODELED GRAV-     978,962.4   (mgal)                       NAVD 88
 BP0731
 BP0731  VERT ORDER  -  FIRST     CLASS II
 BP0731
 BP0731.The horizontal coordinates were scaled from a topographic map and have
 BP0731.an estimated accuracy of +/- 6 seconds.
 BP0731
 BP0731.The orthometric height was determined by differential leveling
 BP0731.and adjusted by the National Geodetic Survey in June 1991..
 BP0731
 BP0731.The geoid height was determined by GEOID03.
 BP0731
 BP0731.The dynamic height is computed by dividing the NAVD 88
 BP0731.geopotential number by the normal gravity value computed on the
 BP0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0731.degrees latitude (g = 980.6199 gals.).
 BP0731
 BP0731.The modeled gravity was interpolated from observed gravity values.
 BP0731
 BP0731;                    North         East    Units  Estimated Accuracy
 BP0731;SPC TXSC     - 4,270,640.      197,470.      MT  (+/- 180 meters Scaled)
 BP0731
 BP0731                          SUPERSEDED SURVEY CONTROL
 BP0731
 BP0731.No superseded survey control is available for this station.
 BP0731
 BP0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP750434(NAD 83)
 BP0731_MARKER: I = METAL ROD
 BP0731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0731_SP_SET: STAINLESS STEEL ROD
 BP0731_STAMPING: Z 1402 1981
 BP0731_MARK LOGO: NGS   
 BP0731_PROJECTION: FLUSH
 BP0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0731_ROD/PIPE-DEPTH: 3.4  meters
 BP0731
 BP0731  HISTORY     - Date     Condition        Report By
 BP0731  HISTORY     - 1981     MONUMENTED       NGS
 BP0731  HISTORY     - 20010331 GOOD             NGS
 BP0731
 BP0731                          STATION DESCRIPTION
 BP0731
 BP0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0731'7.4 KM (4.6 MI) EAST FROM MARATHON.
 BP0731'7.4 KM (4.6 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0731'MARATHON, 0.2 KM (0.1 MI) EAST OF A GRAVELED ROAD LEADING SOUTH, 27.1
 BP0731'METERS (89.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A MULTI-BOX
 BP0731'CULVERT, 18.0 METERS (59.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BP0731'AND 6.1 METERS (20.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE.
 BP0731'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0731'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0731'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BP0731
 BP0731                          STATION RECOVERY (2001)
 BP0731
 BP0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0731'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0639 ***********************************************************************
 BP0639  DESIGNATION -  Z 1403
 BP0639  PID         -  BP0639
 BP0639  STATE/COUNTY-  TX/TERRELL
 BP0639  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0639
 BP0639                         *CURRENT SURVEY CONTROL
 BP0639  ___________________________________________________________________
 BP0639* NAD 83(1986)-  30 15 38.     (N)    102 26 54.     (W)     SCALED    
 BP0639* NAVD 88     -       981.153  (meters)    3219.00   (feet)  ADJUSTED  
 BP0639  ___________________________________________________________________
 BP0639  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BP0639  DYNAMIC HT  -         979.624 (meters)    3213.98  (feet)  COMP
 BP0639  MODELED GRAV-     979,050.4   (mgal)                       NAVD 88
 BP0639
 BP0639  VERT ORDER  -  FIRST     CLASS II
 BP0639
 BP0639.The horizontal coordinates were scaled from a topographic map and have
 BP0639.an estimated accuracy of +/- 6 seconds.
 BP0639
 BP0639.The orthometric height was determined by differential leveling
 BP0639.and adjusted by the National Geodetic Survey in June 1991..
 BP0639
 BP0639.The geoid height was determined by GEOID03.
 BP0639
 BP0639.The dynamic height is computed by dividing the NAVD 88
 BP0639.geopotential number by the normal gravity value computed on the
 BP0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0639.degrees latitude (g = 980.6199 gals.).
 BP0639
 BP0639.The modeled gravity was interpolated from observed gravity values.
 BP0639
 BP0639;                    North         East    Units  Estimated Accuracy
 BP0639;SPC TXSC     - 4,273,900.      268,210.      MT  (+/- 180 meters Scaled)
 BP0639
 BP0639                          SUPERSEDED SURVEY CONTROL
 BP0639
 BP0639.No superseded survey control is available for this station.
 BP0639
 BP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP454504(NAD 83)
 BP0639_MARKER: DB = BENCH MARK DISK
 BP0639_SETTING: 66 = SET IN ROCK OUTCROP
 BP0639_SP_SET: ROCK OUTCROP
 BP0639_STAMPING: Z 1403 1981
 BP0639_MARK LOGO: NGS   
 BP0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0639+STABILITY: POSITION/ELEVATION WELL
 BP0639
 BP0639  HISTORY     - Date     Condition        Report By
 BP0639  HISTORY     - 1981     MONUMENTED       NGS
 BP0639
 BP0639                          STATION DESCRIPTION
 BP0639
 BP0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0639'14.2 KM (8.8 MI) NNW FROM SANDERSON.
 BP0639'14.2 KM (8.8 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0639'WITH U.S. HIGHWAY 90 IN SANDERSON, IN A 30 BY 100 FT EXPOSED AREA OF
 BP0639'OUTCROPPING BEDROCK, 0.6 KM (0.35 MI) SOUTH OF A GRAVELED ROAD
 BP0639'LEADING WEST, 53.3 METERS (174.9 FT) NORTH-NORTHEAST OF THE SOUTH
 BP0639'END OF A GUARD RAIL, 29.6 METERS (97.1 FT) WEST OF A FENCE AND 25.9
 BP0639'METERS (85.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 BP0639'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BP0639'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1316 ***********************************************************************
 AE1316  DESIGNATION -  Z 1404
 AE1316  PID         -  AE1316
 AE1316  STATE/COUNTY-  TX/ZAPATA
 AE1316  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1316
 AE1316                         *CURRENT SURVEY CONTROL
 AE1316  ___________________________________________________________________
 AE1316* NAD 83(1986)-  26 45 26.     (N)    099 06 52.     (W)     SCALED    
 AE1316* NAVD 88     -       109.631  (meters)     359.68   (feet)  ADJUSTED  
 AE1316  ___________________________________________________________________
 AE1316  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AE1316  DYNAMIC HT  -         109.453 (meters)     359.10  (feet)  COMP
 AE1316  MODELED GRAV-     979,025.6   (mgal)                       NAVD 88
 AE1316
 AE1316  VERT ORDER  -  FIRST     CLASS II
 AE1316
 AE1316.The horizontal coordinates were scaled from a topographic map and have
 AE1316.an estimated accuracy of +/- 6 seconds.
 AE1316
 AE1316.The orthometric height was determined by differential leveling
 AE1316.and adjusted by the National Geodetic Survey in June 1991..
 AE1316
 AE1316.The geoid height was determined by GEOID03.
 AE1316
 AE1316.The dynamic height is computed by dividing the NAVD 88
 AE1316.geopotential number by the normal gravity value computed on the
 AE1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1316.degrees latitude (g = 980.6199 gals.).
 AE1316
 AE1316.The modeled gravity was interpolated from observed gravity values.
 AE1316
 AE1316;                    North         East    Units  Estimated Accuracy
 AE1316;SPC TX S     - 5,120,970.      238,890.      MT  (+/- 180 meters Scaled)
 AE1316
 AE1316                          SUPERSEDED SURVEY CONTROL
 AE1316
 AE1316.No superseded survey control is available for this station.
 AE1316
 AE1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ886595(NAD 83)
 AE1316_MARKER: I = METAL ROD
 AE1316_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1316_SP_SET: STAINLESS STEEL ROD
 AE1316_STAMPING: Z 1404 1981
 AE1316_MARK LOGO: NGS   
 AE1316_PROJECTION: FLUSH
 AE1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1316_ROD/PIPE-DEPTH: 3.7  meters
 AE1316
 AE1316  HISTORY     - Date     Condition        Report By
 AE1316  HISTORY     - 1981     MONUMENTED       NGS
 AE1316
 AE1316                          STATION DESCRIPTION
 AE1316
 AE1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1316'4.9 KM (3.05 MI) NORTH FROM LOPENO.
 AE1316'4.9 KM (3.05 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN
 AE1316'LAPENO, 0.32 KM (0.2 MI) NORTH OF A SMALL ROADSIDE PARK, 20.1 METERS
 AE1316'(66.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.30 METERS (1.0 FT)
 AE1316'EAST OF A FENCE LINE, 0.6 METER (2.0 FT) NORTH OF A 10 CM (4.0 FT)
 AE1316'HIGH WOOD RIGHT OF WAY POST, 39.0 METERS (128.0 FT) SOUTH OF CENTER AN
 AE1316'IRON GATE, AND 43.6 METERS (143.0 FT) NORTH OF A NORTHEAST, SOUTHWEST
 AE1316'FENCE LINE, NOTE, ROD DRIVEN TO REFUSAL.
 AE1316'THE MARK IS 0.36 METERS  N FROM A WITNESS POST.
 AE1316'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1322 ***********************************************************************
 AE1322  DESIGNATION -  Z 1405
 AE1322  PID         -  AE1322
 AE1322  STATE/COUNTY-  TX/ZAPATA
 AE1322  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1322
 AE1322                         *CURRENT SURVEY CONTROL
 AE1322  ___________________________________________________________________
 AE1322* NAD 83(1986)-  26 50 17.     (N)    099 11 04.     (W)     SCALED    
 AE1322* NAVD 88     -       112.977  (meters)     370.66   (feet)  ADJUSTED  
 AE1322  ___________________________________________________________________
 AE1322  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AE1322  DYNAMIC HT  -         112.794 (meters)     370.06  (feet)  COMP
 AE1322  MODELED GRAV-     979,031.5   (mgal)                       NAVD 88
 AE1322
 AE1322  VERT ORDER  -  FIRST     CLASS II
 AE1322
 AE1322.The horizontal coordinates were scaled from a topographic map and have
 AE1322.an estimated accuracy of +/- 6 seconds.
 AE1322
 AE1322.The orthometric height was determined by differential leveling
 AE1322.and adjusted by the National Geodetic Survey in June 1991..
 AE1322
 AE1322.The geoid height was determined by GEOID03.
 AE1322
 AE1322.The dynamic height is computed by dividing the NAVD 88
 AE1322.geopotential number by the normal gravity value computed on the
 AE1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1322.degrees latitude (g = 980.6199 gals.).
 AE1322
 AE1322.The modeled gravity was interpolated from observed gravity values.
 AE1322
 AE1322;                    North         East    Units  Estimated Accuracy
 AE1322;SPC TX S     - 5,129,960.      231,980.      MT  (+/- 180 meters Scaled)
 AE1322
 AE1322                          SUPERSEDED SURVEY CONTROL
 AE1322
 AE1322.No superseded survey control is available for this station.
 AE1322
 AE1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ816685(NAD 83)
 AE1322_MARKER: I = METAL ROD
 AE1322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1322_SP_SET: STAINLESS STEEL ROD
 AE1322_STAMPING: Z 1405 1981
 AE1322_MARK LOGO: NGS   
 AE1322_PROJECTION: FLUSH
 AE1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1322_ROD/PIPE-DEPTH: 4.88 meters
 AE1322
 AE1322  HISTORY     - Date     Condition        Report By
 AE1322  HISTORY     - 1981     MONUMENTED       NGS
 AE1322  HISTORY     - 1988     GOOD             USPSQD
 AE1322
 AE1322                          STATION DESCRIPTION
 AE1322
 AE1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1322'12.8 KM (7.95 MI) SE FROM ZAPATA.
 AE1322'12.8 KM (7.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1322'STATE HIGHWAY 16 LEADING NORTHEAST AT ZAPATA, AT A FIELD ROAD LEADING
 AE1322'NORTHEAST, AT A CORRAL, 18.0 METERS (58.9 FT) NORTHEAST OF THE CENTER
 AE1322'OF THE HIGHWAY, 11.6 METERS (38.1 FT) SOUTHEAST OF THE SOUTHEAST
 AE1322'CORNER OF THE CORRRAL, 5.5 METERS (18.1 FT) SOUTHEAST OF THE CENTER OF
 AE1322'THE FIELD ROAD AND CENTER OF AN IRON GATE, 2.1 METERS (6.9 FT)
 AE1322'SOUTHEAST OF A CORNER FENCE POST, 36.6 (120.0 FT) NORTHWEST OF A
 AE1322'POWERLINE POLE WITH A GUY WIRE, AND 0.31 METERS (1.0 FT) SOUTHWEST OF
 AE1322'A FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AE1322'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 AE1322'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AE1322
 AE1322                          STATION RECOVERY (1988)
 AE1322
 AE1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AE1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1119 ***********************************************************************
 AJ1119  DESIGNATION -  Z 1406
 AJ1119  PID         -  AJ1119
 AJ1119  STATE/COUNTY-  TX/WEBB
 AJ1119  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ1119
 AJ1119                         *CURRENT SURVEY CONTROL
 AJ1119  ___________________________________________________________________
 AJ1119* NAD 83(1986)-  27 54 40.     (N)    099 29 17.     (W)     SCALED    
 AJ1119* NAVD 88     -       221.662  (meters)     727.24   (feet)  ADJUSTED  
 AJ1119  ___________________________________________________________________
 AJ1119  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ1119  DYNAMIC HT  -         221.317 (meters)     726.10  (feet)  COMP
 AJ1119  MODELED GRAV-     979,084.3   (mgal)                       NAVD 88
 AJ1119
 AJ1119  VERT ORDER  -  FIRST     CLASS II
 AJ1119
 AJ1119.The horizontal coordinates were scaled from a topographic map and have
 AJ1119.an estimated accuracy of +/- 6 seconds.
 AJ1119
 AJ1119.The orthometric height was determined by differential leveling
 AJ1119.and adjusted by the National Geodetic Survey in June 1991..
 AJ1119
 AJ1119.The geoid height was determined by GEOID03.
 AJ1119
 AJ1119.The dynamic height is computed by dividing the NAVD 88
 AJ1119.geopotential number by the normal gravity value computed on the
 AJ1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1119.degrees latitude (g = 980.6199 gals.).
 AJ1119
 AJ1119.The modeled gravity was interpolated from observed gravity values.
 AJ1119
 AJ1119;                    North         East    Units  Estimated Accuracy
 AJ1119;SPC TX S     - 5,249,060.      202,730.      MT  (+/- 180 meters Scaled)
 AJ1119
 AJ1119                          SUPERSEDED SURVEY CONTROL
 AJ1119
 AJ1119.No superseded survey control is available for this station.
 AJ1119
 AJ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR519874(NAD 83)
 AJ1119_MARKER: I = METAL ROD
 AJ1119_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1119_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1119_STAMPING: Z 1406 1982
 AJ1119_MARK LOGO: NGS   
 AJ1119_PROJECTION: RECESSED 3 CENTIMETERS
 AJ1119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1119+STABILITY: POSITION/ELEVATION WELL
 AJ1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1119+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AJ1119_ROD/PIPE-DEPTH: 10.0 meters
 AJ1119_SLEEVE-DEPTH  : 9.1 meters
 AJ1119
 AJ1119  HISTORY     - Date     Condition        Report By
 AJ1119  HISTORY     - 1982     MONUMENTED       NGS
 AJ1119  HISTORY     - 20020326 GOOD             USPSQD
 AJ1119
 AJ1119                          STATION DESCRIPTION
 AJ1119
 AJ1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1119'18.6 KM (11 55 MI) NW FROM WEBB.
 AJ1119'18.6 KM (11.55 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 AJ1119'OF INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, SET IN PICNIC AREA ON
 AJ1119'THE SIDE OF THE HIGHWAY AND ABOUT 0.4 KM (0.25 MI) NORTHWEST OF A
 AJ1119'BRIDGE OVER PALITO BLANCO ARROYO CREEK, 44.8 METERS (147.0 FT) EAST
 AJ1119'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 45.1 METERS (148.9 FT)
 AJ1119'NORTHEAST OF THE CENTER OF THE SOUTHEAST ENTRANCE TO THE PICNIC AREA,
 AJ1119'96.6 METERS (317.9 FT) NORTH OF THE CENTER OF THE TOP OF THE NORTHEAST
 AJ1119'HEADWALL OF A TWO CHANNEL CONCRETE BOXED CULVERT, 32.1 METERS
 AJ1119'(105.5 FT) EAST SOUTHEAST OF THE SOUTHEAST BRICK PILLAR OF THE PICNIC
 AJ1119'AREA, 30.4 METERS (100.0 FT) SOUTHEAST OF THE CENTER OF A SET OF
 AJ1119'CROSSOVER STEPS OVER A FENCE, 1.2 METERS (4.0 FT) WEST OF THE FENCE,
 AJ1119'35.0 METERS (115.0 FT) NORTHWEST OF THE EXTENDED CENTER OF A DIRT ROAD
 AJ1119'LEADING NORTHEAST ACROSS A PASTURE.
 AJ1119'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AJ1119'THE MARK IS 0.9 M BELOW HIGHWAY.
 AJ1119
 AJ1119                          STATION RECOVERY (2002)
 AJ1119
 AJ1119'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1281 ***********************************************************************
 AB1281  DESIGNATION -  Z 1407
 AB1281  PID         -  AB1281
 AB1281  STATE/COUNTY-  TX/WILLACY
 AB1281  USGS QUAD   -  YTURRIA (1982)
 AB1281
 AB1281                         *CURRENT SURVEY CONTROL
 AB1281  ___________________________________________________________________
 AB1281* NAD 83(1986)-  26 33 21.     (N)    097 46 17.     (W)     SCALED    
 AB1281* NAVD 88     -        10.569  (meters)      34.68   (feet)  ADJUSTED  
 AB1281  ___________________________________________________________________
 AB1281  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AB1281  DYNAMIC HT  -          10.552 (meters)      34.62  (feet)  COMP
 AB1281  MODELED GRAV-     979,052.9   (mgal)                       NAVD 88
 AB1281
 AB1281  VERT ORDER  -  FIRST     CLASS II
 AB1281
 AB1281.The horizontal coordinates were scaled from a topographic map and have
 AB1281.an estimated accuracy of +/- 6 seconds.
 AB1281
 AB1281.The orthometric height was determined by differential leveling
 AB1281.and adjusted by the National Geodetic Survey in June 1991..
 AB1281
 AB1281.The geoid height was determined by GEOID03.
 AB1281
 AB1281.The dynamic height is computed by dividing the NAVD 88
 AB1281.geopotential number by the normal gravity value computed on the
 AB1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1281.degrees latitude (g = 980.6199 gals.).
 AB1281
 AB1281.The modeled gravity was interpolated from observed gravity values.
 AB1281
 AB1281;                    North         East    Units  Estimated Accuracy
 AB1281;SPC TX S     - 5,098,720.      372,590.      MT  (+/- 180 meters Scaled)
 AB1281
 AB1281                          SUPERSEDED SURVEY CONTROL
 AB1281
 AB1281.No superseded survey control is available for this station.
 AB1281
 AB1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ223378(NAD 83)
 AB1281_MARKER: I = METAL ROD
 AB1281_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1281_SP_SET: STAINLESS STEEL ROD
 AB1281_STAMPING: Z 1407 1981
 AB1281_MARK LOGO: NGS   
 AB1281_PROJECTION: FLUSH
 AB1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1281+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1281_ROD/PIPE-DEPTH: 9.7  meters
 AB1281
 AB1281  HISTORY     - Date     Condition        Report By
 AB1281  HISTORY     - 1981     MONUMENTED       NGS
 AB1281  HISTORY     - 20040204 GOOD             USPSQD
 AB1281
 AB1281                          STATION DESCRIPTION
 AB1281
 AB1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1281'8.5 KM (5.35 MI) NORTH FROM RAYMONDVILLE.
 AB1281'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1281'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 3.4 KM (2.15 MI) NORTH
 AB1281'ALONG U.S. HIGHWAY 77 AT A T FENCE JUNCTION LEADING EAST, SET SOUTH OF
 AB1281'THE THIRD FENCE BRACE POST IN THE NORTH-SOUTH RIGHT OF WAY FENCE LINE,
 AB1281'38.4 METERS (126.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE,
 AB1281'41.7 METERS (137.0 FT) NORTH OF A POWERLINE POLE, 15.5 METERS
 AB1281'(51.0 FT) NORTH OF THE FENCE LINE JUNCTION LEADING EAST, 16.0 METERS
 AB1281'(52.5 FT) NORTH NORTHWEST OF THE CENTER OF A METAL GATE IN THE
 AB1281'EAST-WEST FENCE LINE, 1.3 METERS (4.5 FT) SOUTH OF THE THIRD ONE OF
 AB1281'THREE BRACE POSTS, AND 0.15 METERS (0.5 FT) WEST OF THE NORTH-SOUTH
 AB1281'FENCE LINE.
 AB1281'THE MARK IS 30.3 METERS  N FROM A WITNESS POST.
 AB1281'THE MARK IS ABOVE LEVEL WITH HIGHWAY 77.
 AB1281
 AB1281                          STATION RECOVERY (2004)
 AB1281
 AB1281'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1183 ***********************************************************************
 AB1183  DESIGNATION -  Z 1408
 AB1183  PID         -  AB1183
 AB1183  STATE/COUNTY-  TX/CAMERON
 AB1183  USGS QUAD   -  HARLINGEN (1983)
 AB1183
 AB1183                         *CURRENT SURVEY CONTROL
 AB1183  ___________________________________________________________________
 AB1183* NAD 83(1986)-  26 10 06.     (N)    097 40 04.     (W)     SCALED    
 AB1183* NAVD 88     -        11.855  (meters)      38.89   (feet)  ADJUSTED  
 AB1183  ___________________________________________________________________
 AB1183  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 AB1183  DYNAMIC HT  -          11.836 (meters)      38.83  (feet)  COMP
 AB1183  MODELED GRAV-     979,034.2   (mgal)                       NAVD 88
 AB1183
 AB1183  VERT ORDER  -  FIRST     CLASS II
 AB1183
 AB1183.The horizontal coordinates were scaled from a topographic map and have
 AB1183.an estimated accuracy of +/- 6 seconds.
 AB1183
 AB1183.The orthometric height was determined by differential leveling
 AB1183.and adjusted by the National Geodetic Survey in June 1991..
 AB1183
 AB1183.The geoid height was determined by GEOID03.
 AB1183
 AB1183.The dynamic height is computed by dividing the NAVD 88
 AB1183.geopotential number by the normal gravity value computed on the
 AB1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1183.degrees latitude (g = 980.6199 gals.).
 AB1183
 AB1183.The modeled gravity was interpolated from observed gravity values.
 AB1183
 AB1183;                    North         East    Units  Estimated Accuracy
 AB1183;SPC TX S     - 5,055,860.      383,200.      MT  (+/- 180 meters Scaled)
 AB1183
 AB1183                          SUPERSEDED SURVEY CONTROL
 AB1183
 AB1183.No superseded survey control is available for this station.
 AB1183
 AB1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP331950(NAD 83)
 AB1183_MARKER: I = METAL ROD
 AB1183_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1183_SP_SET: STAINLESS STEEL ROD
 AB1183_STAMPING: Z 1408 1981
 AB1183_MARK LOGO: NGS   
 AB1183_PROJECTION: FLUSH
 AB1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1183+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 AB1183_ROD/PIPE-DEPTH: 8.5  meters
 AB1183
 AB1183  HISTORY     - Date     Condition        Report By
 AB1183  HISTORY     - 1981     MONUMENTED       NGS
 AB1183  HISTORY     - 19910416 GOOD             USPSQD
 AB1183  HISTORY     - 19930212 GOOD             USPSQD
 AB1183  HISTORY     - 20040109 GOOD             GEOCAC
 AB1183
 AB1183                          STATION DESCRIPTION
 AB1183
 AB1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1183'3.7 KM (2.3 MI) SE FROM HARLINGEN.
 AB1183'1.9 KM (1.2 MI) SOUTHEAST ALONG COMMERCE STREET FROM THE CITY HALL AND
 AB1183'TYLER AVENUE IN HARLINGEN, THENCE 1.8 KM (1.15 MI) SOUTHEAST ALONG
 AB1183'BUSINESS U.S. HIGHWAY 77 SOUTH AT A SIGN (THE PATIO SPECIALITY SHOP)
 AB1183'SOUTHWEST OF THE HIGHWAY, SET AT THE NORTHEAST END OF THE BRICKWORK
 AB1183'AROUND THE 2 POLE STRUCTURE SIGN, 19.5 METERS (64.0 FT) SOUTHWEST OF
 AB1183'THE CENTER OF THE HIGHWAY, 23.4 METERS (77.0 FT) NORTHWEST OF THE
 AB1183'SOUTHEAST ENTRANCE TO THE SPECIALITY SHOP, 21.3 METERS (70.0 FT)
 AB1183'SOUTHEAST OF THE NORTHWEST ENTRANCE TO THE SHOP, 3.5 METERS (11.5 FT)
 AB1183'WEST NORTHWEST OF A TELEPHONE POLE, AND 6.7 METERS (22.0 FT) SOUTHWEST
 AB1183'OF THE SOUTHWEST CURB OF THE HIGHWAY.  NOTE, ROD WAS ANCHORED AT THIS
 AB1183'DEPTH.
 AB1183'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 AB1183'THE MARK IS 0.3 M ABOVE HIGHWAY.
 AB1183
 AB1183                          STATION RECOVERY (1991)
 AB1183
 AB1183'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1183'RECOVERED IN GOOD CONDITION.
 AB1183
 AB1183                          STATION RECOVERY (1993)
 AB1183
 AB1183'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1183'RECOVERED IN GOOD CONDITION.
 AB1183
 AB1183                          STATION RECOVERY (2004)
 AB1183
 AB1183'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1183'DESCRIPTION GOOD EXCEPT NOW LOCATED AT TLC DAY CARE CENTER.  ADDRESS
 AB1183'IS 2730 S 77 SUNSHINE STRIP, HARLINGEN, TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1243 ***********************************************************************
 AE1243  DESIGNATION -  Z 1409
 AE1243  PID         -  AE1243
 AE1243  STATE/COUNTY-  TX/HIDALGO
 AE1243  USGS QUAD   -  PHARR (1983)
 AE1243
 AE1243                         *CURRENT SURVEY CONTROL
 AE1243  ___________________________________________________________________
 AE1243* NAD 83(1986)-  26 12 05.     (N)    098 13 02.     (W)     SCALED    
 AE1243* NAVD 88     -        35.213  (meters)     115.53   (feet)  ADJUSTED  
 AE1243  ___________________________________________________________________
 AE1243  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AE1243  DYNAMIC HT  -          35.155 (meters)     115.34  (feet)  COMP
 AE1243  MODELED GRAV-     978,994.4   (mgal)                       NAVD 88
 AE1243
 AE1243  VERT ORDER  -  FIRST     CLASS II
 AE1243
 AE1243.The horizontal coordinates were scaled from a topographic map and have
 AE1243.an estimated accuracy of +/- 6 seconds.
 AE1243
 AE1243.The orthometric height was determined by differential leveling
 AE1243.and adjusted by the National Geodetic Survey in June 1991..
 AE1243
 AE1243.The geoid height was determined by GEOID03.
 AE1243
 AE1243.The dynamic height is computed by dividing the NAVD 88
 AE1243.geopotential number by the normal gravity value computed on the
 AE1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1243.degrees latitude (g = 980.6199 gals.).
 AE1243
 AE1243.The modeled gravity was interpolated from observed gravity values.
 AE1243
 AE1243;                    North         East    Units  Estimated Accuracy
 AE1243;SPC TX S     - 5,059,280.      328,260.      MT  (+/- 180 meters Scaled)
 AE1243
 AE1243                          SUPERSEDED SURVEY CONTROL
 AE1243
 AE1243.No superseded survey control is available for this station.
 AE1243
 AE1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP782982(NAD 83)
 AE1243_MARKER: I = METAL ROD
 AE1243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1243_SP_SET: STAINLESS STEEL ROD
 AE1243_STAMPING: Z 1409 1981
 AE1243_MARK LOGO: NGS   
 AE1243_PROJECTION: FLUSH
 AE1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1243_ROD/PIPE-DEPTH: 8.53 meters
 AE1243
 AE1243  HISTORY     - Date     Condition        Report By
 AE1243  HISTORY     - 1981     MONUMENTED       NGS
 AE1243  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE1243
 AE1243                          STATION DESCRIPTION
 AE1243
 AE1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1243'1.3 KM (0.8 MI) EAST FROM MCALLEN.
 AE1243'1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE1243'OF FARM ROAD 336 AT MCALLEN, AT THE EL RANCHO MOTEL,
 AE1243'48.5 METERS (159.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 AE1243'30.5 METERS (100.0 FT) NORTH OF THE MISSOURI PACIFIC RAILROAD TRACKS,
 AE1243'29.6 METERS (97.0 FT) NORTH NORTHWEST OF THE NORTH RAIL OF A SPUR
 AE1243'TRACK, 7.4 METERS (24.4 FT) NORTH NORTHWEST OF THE NORTHEAST CORNER OF
 AE1243'THE EL RANCHO CAFETERIA, 6.8 METERS (22.2 FT) NORTHEAST OF THE
 AE1243'NORTHWEST CORNER OF THE EL RANCHO CAFETERIA, 19.6 (64.4 FT) NORTHEAST
 AE1243'OF A UTILITY POLE, 5.7 (18.6 FT) WEST OF THE SOUTHWEST CORNER OF A
 AE1243'MOTEL BUILDING, 0.82 METERS (2.7 FT) WEST OF POWERLINE POLE WITH
 AE1243'LIGHT, 2.3 METERS (7.5 FT) SOUTHWEST OF A CURB.  NOTE, ROD DRIVEN TO
 AE1243'REFUSAL.
 AE1243
 AE1243                          STATION RECOVERY (1992)
 AE1243
 AE1243'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0357 ***********************************************************************
 DP0357  DESIGNATION -  Z 141
 DP0357  PID         -  DP0357
 DP0357  STATE/COUNTY-  TX/LUBBOCK
 DP0357  USGS QUAD   -  BUFFALO SPRINGS LAKE (1975)
 DP0357
 DP0357                         *CURRENT SURVEY CONTROL
 DP0357  ___________________________________________________________________
 DP0357* NAD 83(1986)-  33 37 28.     (N)    101 44 40.     (W)     SCALED    
 DP0357* NAVD 88     -       968.045  (meters)    3175.99   (feet)  ADJUSTED  
 DP0357  ___________________________________________________________________
 DP0357  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 DP0357  DYNAMIC HT  -         966.800 (meters)    3171.91  (feet)  COMP
 DP0357  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 DP0357
 DP0357  VERT ORDER  -  FIRST     CLASS II
 DP0357
 DP0357.The horizontal coordinates were scaled from a topographic map and have
 DP0357.an estimated accuracy of +/- 6 seconds.
 DP0357
 DP0357.The orthometric height was determined by differential leveling
 DP0357.and adjusted by the National Geodetic Survey in June 1991..
 DP0357
 DP0357.The geoid height was determined by GEOID03.
 DP0357
 DP0357.The dynamic height is computed by dividing the NAVD 88
 DP0357.geopotential number by the normal gravity value computed on the
 DP0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0357.degrees latitude (g = 980.6199 gals.).
 DP0357
 DP0357.The modeled gravity was interpolated from observed gravity values.
 DP0357
 DP0357;                    North         East    Units  Estimated Accuracy
 DP0357;SPC TXNC     - 2,221,750.      299,020.      MT  (+/- 180 meters Scaled)
 DP0357
 DP0357                          SUPERSEDED SURVEY CONTROL
 DP0357
 DP0357  NGVD 29 (??/??/92)  967.672  (m)         3174.77   (f) ADJ UNCH    1 2
 DP0357
 DP0357.Superseded values are not recommended for survey control.
 DP0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0357.See file dsdata.txt to determine how the superseded data were derived.
 DP0357
 DP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC454238(NAD 83)
 DP0357_MARKER: DB = BENCH MARK DISK
 DP0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0357_STAMPING: 3174.771 Z 1933
 DP0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0357+STABILITY: SURFACE MOTION
 DP0357
 DP0357  HISTORY     - Date     Condition        Report By
 DP0357  HISTORY     - 1933     MONUMENTED       CGS
 DP0357  HISTORY     - 1955     GOOD             NGS
 DP0357
 DP0357                          STATION DESCRIPTION
 DP0357
 DP0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DP0357'8.4 MI NE FROM LUBBOCK.
 DP0357'8.4 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0357'THE STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 2 MILES SOUTH OF THE
 DP0357'STATION SIGNBOARD AT KITALOU, AT STATION 6069+82 (MILEAGE 352.35), 93
 DP0357'FEET EAST OF MILEPOST L 352, 46 FEET EAST OF THE TRACK, 84 FEET SOUTH
 DP0357'OF AN ANGLE IN THE RIGHT-OF-WAY FENCE, AND 1 FOOT WEST OF THE FENCE. A
 DP0357'STANDARD  DISK, STAMPED 3174.771 Z 1933 AND SET IN THE TOP OF A
 DP0357'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0583 ***********************************************************************
 BP0583  DESIGNATION -  Z 1410
 BP0583  PID         -  BP0583
 BP0583  STATE/COUNTY-  TX/PECOS
 BP0583  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0583
 BP0583                         *CURRENT SURVEY CONTROL
 BP0583  ___________________________________________________________________
 BP0583* NAD 83(1986)-  30 59 05.     (N)    102 53 04.     (W)     SCALED    
 BP0583* NAVD 88     -       868.834  (meters)    2850.50   (feet)  ADJUSTED  
 BP0583  ___________________________________________________________________
 BP0583  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0583  DYNAMIC HT  -         867.532 (meters)    2846.23  (feet)  COMP
 BP0583  MODELED GRAV-     979,114.4   (mgal)                       NAVD 88
 BP0583
 BP0583  VERT ORDER  -  FIRST     CLASS II
 BP0583
 BP0583.The horizontal coordinates were scaled from a topographic map and have
 BP0583.an estimated accuracy of +/- 6 seconds.
 BP0583
 BP0583.The orthometric height was determined by differential leveling
 BP0583.and adjusted by the National Geodetic Survey in June 1991..
 BP0583
 BP0583.The geoid height was determined by GEOID03.
 BP0583
 BP0583.The dynamic height is computed by dividing the NAVD 88
 BP0583.geopotential number by the normal gravity value computed on the
 BP0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0583.degrees latitude (g = 980.6199 gals.).
 BP0583
 BP0583.The modeled gravity was interpolated from observed gravity values.
 BP0583
 BP0583;                    North         East    Units  Estimated Accuracy
 BP0583;SPC TX C     - 3,148,910.      456,370.      MT  (+/- 180 meters Scaled)
 BP0583
 BP0583                          SUPERSEDED SURVEY CONTROL
 BP0583
 BP0583.No superseded survey control is available for this station.
 BP0583
 BP0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ020298(NAD 83)
 BP0583_MARKER: I = METAL ROD
 BP0583_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0583+WITH SETTING: INFORMATION.
 BP0583_SP_SET: SHALLOW SET METAL ROD
 BP0583_STAMPING: Z 1410 1981
 BP0583_MARK LOGO: NGS   
 BP0583_PROJECTION: FLUSH
 BP0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0583_ROD/PIPE-DEPTH: 1.5  meters
 BP0583
 BP0583  HISTORY     - Date     Condition        Report By
 BP0583  HISTORY     - 1981     MONUMENTED       NGS
 BP0583  HISTORY     - 19961005 GOOD             USPSQD
 BP0583
 BP0583                          STATION DESCRIPTION
 BP0583
 BP0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0583'10.0 KM (6.2 MI) NORTH FROM FORT STOCKTON.
 BP0583'10.0 KM (6.2 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 BP0583'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, AT A PAVED
 BP0583'ROAD LEADING WEST, 23.6 METERS (77.5 FT) WEST OF THE CENTERLINE OF THE
 BP0583'HIGHWAY, 15.2 METERS (49.9 FT) NORTH OF THE CENTER OF THE ROAD, 2.2
 BP0583'METERS (7.2 FT) WEST-SOUTHWEST OF A FENCE CORNER AND 1.8 METERS
 BP0583'(5.9 FT) EAST OF THE EAST LEG OF A SIGN (NORTHERN NATURAL GAS
 BP0583'COMPANY GOMEZ PLANT).  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 BP0583'A 5-INCH LOGO CAP.
 BP0583'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 BP0583'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0583
 BP0583                          STATION RECOVERY (1996)
 BP0583
 BP0583'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0609 ***********************************************************************
 BP0609  DESIGNATION -  Z 1411
 BP0609  PID         -  BP0609
 BP0609  STATE/COUNTY-  TX/PECOS
 BP0609  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0609
 BP0609                         *CURRENT SURVEY CONTROL
 BP0609  ___________________________________________________________________
 BP0609* NAD 83(1986)-  30 41 13.     (N)    102 42 09.     (W)     SCALED    
 BP0609* NAVD 88     -      1027.211  (meters)    3370.11   (feet)  ADJUSTED  
 BP0609  ___________________________________________________________________
 BP0609  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 BP0609  DYNAMIC HT  -        1025.605 (meters)    3364.84  (feet)  COMP
 BP0609  MODELED GRAV-     979,043.7   (mgal)                       NAVD 88
 BP0609
 BP0609  VERT ORDER  -  FIRST     CLASS II
 BP0609
 BP0609.The horizontal coordinates were scaled from a topographic map and have
 BP0609.an estimated accuracy of +/- 6 seconds.
 BP0609
 BP0609.The orthometric height was determined by differential leveling
 BP0609.and adjusted by the National Geodetic Survey in June 1991..
 BP0609
 BP0609.The geoid height was determined by GEOID03.
 BP0609
 BP0609.The dynamic height is computed by dividing the NAVD 88
 BP0609.geopotential number by the normal gravity value computed on the
 BP0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0609.degrees latitude (g = 980.6199 gals.).
 BP0609
 BP0609.The modeled gravity was interpolated from observed gravity values.
 BP0609
 BP0609;                    North         East    Units  Estimated Accuracy
 BP0609;SPC TX C     - 3,115,520.      473,040.      MT  (+/- 180 meters Scaled)
 BP0609
 BP0609                          SUPERSEDED SURVEY CONTROL
 BP0609
 BP0609.No superseded survey control is available for this station.
 BP0609
 BP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP200971(NAD 83)
 BP0609_MARKER: I = METAL ROD
 BP0609_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0609+WITH SETTING: INFORMATION.
 BP0609_SP_SET: SHALLOW SET METAL ROD
 BP0609_STAMPING: Z 1411 1981
 BP0609_MARK LOGO: NGS   
 BP0609_PROJECTION: FLUSH
 BP0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0609_ROD/PIPE-DEPTH: 2.7  meters
 BP0609
 BP0609  HISTORY     - Date     Condition        Report By
 BP0609  HISTORY     - 1981     MONUMENTED       NGS
 BP0609
 BP0609                          STATION DESCRIPTION
 BP0609
 BP0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0609'27.9 KM (17.35 MI) SE FROM FORT STOCKTON.
 BP0609'27.9 KM (17.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0609'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 109.0 METERS
 BP0609'(357.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BOX CULVERT, 108.0
 BP0609'METERS (354.3 FT) SOUTHEAST OF POWERLINE POLE NUMBER 19/4 AND 27.6
 BP0609'METERS (90.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BP0609'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0609'THE MARK IS 0.6 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0609'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0374 ***********************************************************************
 AZ0374  DESIGNATION -  Z 1412
 AZ0374  PID         -  AZ0374
 AZ0374  STATE/COUNTY-  TX/TERRELL
 AZ0374  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0374
 AZ0374                         *CURRENT SURVEY CONTROL
 AZ0374  ___________________________________________________________________
 AZ0374* NAD 83(1986)-  29 56 43.     (N)    101 58 55.     (W)     SCALED    
 AZ0374* NAVD 88     -       614.366  (meters)    2015.63   (feet)  ADJUSTED  
 AZ0374  ___________________________________________________________________
 AZ0374  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AZ0374  DYNAMIC HT  -         613.445 (meters)    2012.61  (feet)  COMP
 AZ0374  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 AZ0374
 AZ0374  VERT ORDER  -  FIRST     CLASS II
 AZ0374
 AZ0374.The horizontal coordinates were scaled from a topographic map and have
 AZ0374.an estimated accuracy of +/- 6 seconds.
 AZ0374
 AZ0374.The orthometric height was determined by differential leveling
 AZ0374.and adjusted by the National Geodetic Survey in June 1991..
 AZ0374
 AZ0374.The geoid height was determined by GEOID03.
 AZ0374
 AZ0374.The dynamic height is computed by dividing the NAVD 88
 AZ0374.geopotential number by the normal gravity value computed on the
 AZ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0374.degrees latitude (g = 980.6199 gals.).
 AZ0374
 AZ0374.The modeled gravity was interpolated from observed gravity values.
 AZ0374
 AZ0374;                    North         East    Units  Estimated Accuracy
 AZ0374;SPC TXSC     - 4,237,730.      312,180.      MT  (+/- 180 meters Scaled)
 AZ0374
 AZ0374                          SUPERSEDED SURVEY CONTROL
 AZ0374
 AZ0374.No superseded survey control is available for this station.
 AZ0374
 AZ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU121164(NAD 83)
 AZ0374_MARKER: DB = BENCH MARK DISK
 AZ0374_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0374_SP_SET: ROCK OUTCROP
 AZ0374_STAMPING: Z 1412 1981
 AZ0374_MARK LOGO: NGS   
 AZ0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0374+STABILITY: POSITION/ELEVATION WELL
 AZ0374
 AZ0374  HISTORY     - Date     Condition        Report By
 AZ0374  HISTORY     - 1981     MONUMENTED       NGS
 AZ0374
 AZ0374                          STATION DESCRIPTION
 AZ0374
 AZ0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0374'17.6 KM (10.95 MI) SE FROM DRYDEN.
 AZ0374'17.6 KM (10.95 MI) SOUTHEAST ALONG U.S HIGHWAY 90 FROM THE POST OFFICE
 AZ0374'IN DRYDEN, 1.1 KM (0.7 MI) SOUTHEAST OF A TRACK CROSSROAD, IN A 4 BY
 AZ0374'40 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 29.3 METERS (96.1 FT)
 AZ0374'WEST OF A HIGHWAY INFORMATION SIGN (REST AREA 1 MILE), 12.8 METERS
 AZ0374'(42.0 FT) NORTH-NORTHEAST OF A FENCE AND 10.4 METERS (34.1 FT)
 AZ0374'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0374'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 AZ0374'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0444 ***********************************************************************
 AZ0444  DESIGNATION -  Z 1414
 AZ0444  PID         -  AZ0444
 AZ0444  STATE/COUNTY-  TX/VAL VERDE
 AZ0444  USGS QUAD   -  DEL RIO NW (1972)
 AZ0444
 AZ0444                         *CURRENT SURVEY CONTROL
 AZ0444  ___________________________________________________________________
 AZ0444* NAD 83(1986)-  29 27 43.     (N)    100 58 41.     (W)     SCALED    
 AZ0444* NAVD 88     -       352.550  (meters)    1156.66   (feet)  ADJUSTED  
 AZ0444  ___________________________________________________________________
 AZ0444  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0444  DYNAMIC HT  -         352.038 (meters)    1154.98  (feet)  COMP
 AZ0444  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AZ0444
 AZ0444  VERT ORDER  -  FIRST     CLASS II
 AZ0444
 AZ0444.The horizontal coordinates were scaled from a topographic map and have
 AZ0444.an estimated accuracy of +/- 6 seconds.
 AZ0444
 AZ0444.The orthometric height was determined by differential leveling
 AZ0444.and adjusted by the National Geodetic Survey in June 1991..
 AZ0444
 AZ0444.The geoid height was determined by GEOID03.
 AZ0444
 AZ0444.The dynamic height is computed by dividing the NAVD 88
 AZ0444.geopotential number by the normal gravity value computed on the
 AZ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0444.degrees latitude (g = 980.6199 gals.).
 AZ0444
 AZ0444.The modeled gravity was interpolated from observed gravity values.
 AZ0444
 AZ0444;                    North         East    Units  Estimated Accuracy
 AZ0444;SPC TXSC     - 4,182,120.      408,160.      MT  (+/- 180 meters Scaled)
 AZ0444
 AZ0444                          SUPERSEDED SURVEY CONTROL
 AZ0444
 AZ0444.No superseded survey control is available for this station.
 AZ0444
 AZ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT081607(NAD 83)
 AZ0444_MARKER: DB = BENCH MARK DISK
 AZ0444_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0444_SP_SET: ROCK OUTCROP
 AZ0444_STAMPING: Z 1414 1981
 AZ0444_MARK LOGO: NGS   
 AZ0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0444+STABILITY: POSITION/ELEVATION WELL
 AZ0444
 AZ0444  HISTORY     - Date     Condition        Report By
 AZ0444  HISTORY     - 1981     MONUMENTED       NGS
 AZ0444  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0444
 AZ0444                          STATION DESCRIPTION
 AZ0444
 AZ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0444'8.1 KM (5.05 MI) NW FROM DEL RIO.
 AZ0444'8.1 KM (5.05 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0444'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN A 4 BY 12 FT EXPOSED
 AZ0444'AREA OF BEDROCK IN A DRAINAGE DITCH, AT A POWERLINE CROSSING THE
 AZ0444'HIGHWAY, 23.0 METERS (75.5 FT) SOUTHEAST OF A UTILITY POLE, 15.9
 AZ0444'METERS (52.2 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES
 AZ0444'OF THE HIGHWAY AND 5.2 METERS (17.1 FT) SOUTH-SOUTHWEST OF A FENCE.
 AZ0444'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 AZ0444'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 AZ0444
 AZ0444                          STATION RECOVERY (1999)
 AZ0444
 AZ0444'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0419 ***********************************************************************
 AZ0419  DESIGNATION -  Z 1415
 AZ0419  PID         -  AZ0419
 AZ0419  STATE/COUNTY-  TX/VAL VERDE
 AZ0419  USGS QUAD   -  SEMINOLE CANYON (1972)
 AZ0419
 AZ0419                         *CURRENT SURVEY CONTROL
 AZ0419  ___________________________________________________________________
 AZ0419* NAD 83(1986)-  29 42 37.     (N)    101 15 29.     (W)     SCALED    
 AZ0419* NAVD 88     -       464.524  (meters)    1524.03   (feet)  ADJUSTED  
 AZ0419  ___________________________________________________________________
 AZ0419  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0419  DYNAMIC HT  -         463.846 (meters)    1521.80  (feet)  COMP
 AZ0419  MODELED GRAV-     979,167.6   (mgal)                       NAVD 88
 AZ0419
 AZ0419  VERT ORDER  -  FIRST     CLASS II
 AZ0419
 AZ0419.The horizontal coordinates were scaled from a topographic map and have
 AZ0419.an estimated accuracy of +/- 6 seconds.
 AZ0419
 AZ0419.The orthometric height was determined by differential leveling
 AZ0419.and adjusted by the National Geodetic Survey in June 1991..
 AZ0419
 AZ0419.The geoid height was determined by GEOID03.
 AZ0419
 AZ0419.The dynamic height is computed by dividing the NAVD 88
 AZ0419.geopotential number by the normal gravity value computed on the
 AZ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0419.degrees latitude (g = 980.6199 gals.).
 AZ0419
 AZ0419.The modeled gravity was interpolated from observed gravity values.
 AZ0419
 AZ0419;                    North         East    Units  Estimated Accuracy
 AZ0419;SPC TXSC     - 4,210,130.      381,540.      MT  (+/- 180 meters Scaled)
 AZ0419
 AZ0419                          SUPERSEDED SURVEY CONTROL
 AZ0419
 AZ0419.No superseded survey control is available for this station.
 AZ0419
 AZ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT815888(NAD 83)
 AZ0419_MARKER: DB = BENCH MARK DISK
 AZ0419_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0419_SP_SET: ROCK OUTCROP
 AZ0419_STAMPING: Z 1415 1981
 AZ0419_MARK LOGO: NGS   
 AZ0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0419+STABILITY: POSITION/ELEVATION WELL
 AZ0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0419+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0419
 AZ0419  HISTORY     - Date     Condition        Report By
 AZ0419  HISTORY     - 1981     MONUMENTED       NGS
 AZ0419  HISTORY     - 19990119 GOOD             USPSQD
 AZ0419  HISTORY     - 20030425 GOOD             USPSQD
 AZ0419
 AZ0419                          STATION DESCRIPTION
 AZ0419
 AZ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0419'8.6 KM (5.35 MI) NW FROM COMSTOCK.
 AZ0419'8.6 KM (5.35 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0419'WITH STATE HIGHWAY 163 IN COMSTOCK, IN THE SOUTH END OF A 4 BY 35 FT
 AZ0419'EXPOSED AREA OF OUTCROPPING BEDROCK, 25.9 METERS (85.0 FT) NORTH OF
 AZ0419'THE CENTERLINE OF THE HIGHWAY, 15.1 METERS (49.5 FT) NORTHEAST OF THE
 AZ0419'EAST END OF THE NORTH HEADWALL OF A CONCRETE BOX CULVERT AND 12.9
 AZ0419'METERS (42.3 FT) SOUTH OF THE EAST END OF THE SOUTH HEADWALL OF A
 AZ0419'CONCRETE BOX CULVERT.
 AZ0419'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AZ0419'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 AZ0419
 AZ0419                          STATION RECOVERY (1999)
 AZ0419
 AZ0419'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0419'RECOVERED IN GOOD CONDITION.
 AZ0419
 AZ0419                          STATION RECOVERY (2003)
 AZ0419
 AZ0419'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0673 ***********************************************************************
 BP0673  DESIGNATION -  Z 1416
 BP0673  PID         -  BP0673
 BP0673  STATE/COUNTY-  TX/PECOS
 BP0673  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0673
 BP0673                         *CURRENT SURVEY CONTROL
 BP0673  ___________________________________________________________________
 BP0673* NAD 83(1986)-  30 53 29.     (N)    102 47 52.     (W)     SCALED    
 BP0673* NAVD 88     -       898.946  (meters)    2949.29   (feet)  ADJUSTED  
 BP0673  ___________________________________________________________________
 BP0673  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 BP0673  DYNAMIC HT  -         897.576 (meters)    2944.80  (feet)  COMP
 BP0673  MODELED GRAV-     979,087.9   (mgal)                       NAVD 88
 BP0673
 BP0673  VERT ORDER  -  FIRST     CLASS II
 BP0673
 BP0673.The horizontal coordinates were scaled from a topographic map and have
 BP0673.an estimated accuracy of +/- 6 seconds.
 BP0673
 BP0673.The orthometric height was determined by differential leveling
 BP0673.and adjusted by the National Geodetic Survey in June 1991..
 BP0673
 BP0673.The geoid height was determined by GEOID03.
 BP0673
 BP0673.The dynamic height is computed by dividing the NAVD 88
 BP0673.geopotential number by the normal gravity value computed on the
 BP0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0673.degrees latitude (g = 980.6199 gals.).
 BP0673
 BP0673.The modeled gravity was interpolated from observed gravity values.
 BP0673
 BP0673;                    North         East    Units  Estimated Accuracy
 BP0673;SPC TX C     - 3,138,380.      464,420.      MT  (+/- 180 meters Scaled)
 BP0673
 BP0673                          SUPERSEDED SURVEY CONTROL
 BP0673
 BP0673.No superseded survey control is available for this station.
 BP0673
 BP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ105196(NAD 83)
 BP0673_MARKER: DB = BENCH MARK DISK
 BP0673_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BP0673_SP_SET: OVERPASS PIER
 BP0673_STAMPING: Z 1416 1981
 BP0673_MARK LOGO: NGS   
 BP0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BP0673+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 BP0673
 BP0673  HISTORY     - Date     Condition        Report By
 BP0673  HISTORY     - 1981     MONUMENTED       NGS
 BP0673  HISTORY     - 20030826 GOOD             USPSQD
 BP0673
 BP0673                          STATION DESCRIPTION
 BP0673
 BP0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0673'6.9 KM (4.3 MI) EAST FROM FORT STOCKTON.
 BP0673'6.9 KM (4.3 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0673'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, SET VERTICALLY IN THE
 BP0673'NORTH FACE OF THE MOST WEST ONE OF TWO PIERS OF AN OVERPASS CROSSING
 BP0673'THE HIGHWAYS AND 14.9 METERS (48.9 FT) SOUTH OF THE CENTERLINE OF THE
 BP0673'EAST BOUND LANES OF THE HIGHWAY.
 BP0673'THE MARK IS 1.4 M ABOVE THE GROUND.
 BP0673
 BP0673                          STATION RECOVERY (2003)
 BP0673
 BP0673'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0652 ***********************************************************************
 BP0652  DESIGNATION -  Z 1417
 BP0652  PID         -  BP0652
 BP0652  STATE/COUNTY-  TX/TERRELL
 BP0652  USGS QUAD   -  SANDERSON SE (1969)
 BP0652
 BP0652                         *CURRENT SURVEY CONTROL
 BP0652  ___________________________________________________________________
 BP0652* NAD 83(1986)-  30 05 12.     (N)    102 21 39.     (W)     SCALED    
 BP0652* NAVD 88     -       787.837  (meters)    2584.76   (feet)  ADJUSTED  
 BP0652  ___________________________________________________________________
 BP0652  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BP0652  DYNAMIC HT  -         786.634 (meters)    2580.82  (feet)  COMP
 BP0652  MODELED GRAV-     979,089.1   (mgal)                       NAVD 88
 BP0652
 BP0652  VERT ORDER  -  FIRST     CLASS II
 BP0652
 BP0652.The horizontal coordinates were scaled from a topographic map and have
 BP0652.an estimated accuracy of +/- 6 seconds.
 BP0652
 BP0652.The orthometric height was determined by differential leveling
 BP0652.and adjusted by the National Geodetic Survey in June 1991..
 BP0652
 BP0652.The geoid height was determined by GEOID03.
 BP0652
 BP0652.The dynamic height is computed by dividing the NAVD 88
 BP0652.geopotential number by the normal gravity value computed on the
 BP0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0652.degrees latitude (g = 980.6199 gals.).
 BP0652
 BP0652.The modeled gravity was interpolated from observed gravity values.
 BP0652
 BP0652;                    North         East    Units  Estimated Accuracy
 BP0652;SPC TXSC     - 4,254,390.      276,070.      MT  (+/- 180 meters Scaled)
 BP0652
 BP0652                          SUPERSEDED SURVEY CONTROL
 BP0652
 BP0652.No superseded survey control is available for this station.
 BP0652
 BP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP543313(NAD 83)
 BP0652_MARKER: DB = BENCH MARK DISK
 BP0652_SETTING: 66 = SET IN ROCK OUTCROP
 BP0652_SP_SET: ROCK OUTCROP
 BP0652_STAMPING: Z 1417 1981
 BP0652_MARK LOGO: NGS   
 BP0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0652+STABILITY: POSITION/ELEVATION WELL
 BP0652
 BP0652  HISTORY     - Date     Condition        Report By
 BP0652  HISTORY     - 1981     MONUMENTED       NGS
 BP0652
 BP0652                          STATION DESCRIPTION
 BP0652
 BP0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0652'8.3 KM (5.15 MI) SE FROM SANDERSON.
 BP0652'0.1 KM (0.05 MI) NORTH ALONG PERSIMMON AVENUE FROM THE SOUTHERN
 BP0652'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 8.2 KM (5.1 MI)
 BP0652'SOUTHEAST ALONG U.S. HIGHWAY 90, 0.2 KM (0.1 MI) NORTHWEST OF THE
 BP0652'SOUTHEAST END OF A HIGHWAY CUT AND 13.4 METERS (44.0 FT) SOUTHWEST OF
 BP0652'CENTERLINE OF THE HIGHWAY.
 BP0652'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BP0652'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0397 ***********************************************************************
 AZ0397  DESIGNATION -  Z 1418
 AZ0397  PID         -  AZ0397
 AZ0397  STATE/COUNTY-  TX/VAL VERDE
 AZ0397  USGS QUAD   -  RAMSEY CANYON (1980)
 AZ0397
 AZ0397                         *CURRENT SURVEY CONTROL
 AZ0397  ___________________________________________________________________
 AZ0397* NAD 83(1986)-  29 49 50.     (N)    101 39 05.     (W)     SCALED    
 AZ0397* NAVD 88     -       531.033  (meters)    1742.23   (feet)  ADJUSTED  
 AZ0397  ___________________________________________________________________
 AZ0397  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AZ0397  DYNAMIC HT  -         530.203 (meters)    1739.51  (feet)  COMP
 AZ0397  MODELED GRAV-     979,064.3   (mgal)                       NAVD 88
 AZ0397
 AZ0397  VERT ORDER  -  FIRST     CLASS II
 AZ0397
 AZ0397.The horizontal coordinates were scaled from a topographic map and have
 AZ0397.an estimated accuracy of +/- 6 seconds.
 AZ0397
 AZ0397.The orthometric height was determined by differential leveling
 AZ0397.and adjusted by the National Geodetic Survey in June 1991..
 AZ0397
 AZ0397.The geoid height was determined by GEOID03.
 AZ0397
 AZ0397.The dynamic height is computed by dividing the NAVD 88
 AZ0397.geopotential number by the normal gravity value computed on the
 AZ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0397.degrees latitude (g = 980.6199 gals.).
 AZ0397
 AZ0397.The modeled gravity was interpolated from observed gravity values.
 AZ0397
 AZ0397;                    North         East    Units  Estimated Accuracy
 AZ0397;SPC TXSC     - 4,224,250.      343,790.      MT  (+/- 180 meters Scaled)
 AZ0397
 AZ0397                          SUPERSEDED SURVEY CONTROL
 AZ0397
 AZ0397.No superseded survey control is available for this station.
 AZ0397
 AZ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU438029(NAD 83)
 AZ0397_MARKER: DB = BENCH MARK DISK
 AZ0397_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0397_SP_SET: ROCK OUTCROP
 AZ0397_STAMPING: Z 1418 1981
 AZ0397_MARK LOGO: NGS   
 AZ0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0397+STABILITY: POSITION/ELEVATION WELL
 AZ0397
 AZ0397  HISTORY     - Date     Condition        Report By
 AZ0397  HISTORY     - 1981     MONUMENTED       NGS
 AZ0397  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0397
 AZ0397                          STATION DESCRIPTION
 AZ0397
 AZ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0397'10.9 KM (6.75 MI) NW FROM LANGTRY.
 AZ0397'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0397'OFFICE IN LANGTRY, THENCE 9.6 KM (5.95 MI) WESTERLY ALONG U.S.
 AZ0397'HIGHWAY 90, AT THE WEST END OF A HIGHWAY CUT, IN A 6 BY 20 FT EXPOSED
 AZ0397'AREA OF OUTCROPPING BEDROCK, 29.0 METERS (95.1 FT) SOUTH OF THE
 AZ0397'CENTERLINE OF THE HIGHWAY AND 2.2 METERS (7.2 FT) NORTH OF A FENCE.
 AZ0397'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AZ0397'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0397
 AZ0397                          STATION RECOVERY (1999)
 AZ0397
 AZ0397'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0762 ***********************************************************************
 CA0762  DESIGNATION -  Z 1419
 CA0762  PID         -  CA0762
 CA0762  STATE/COUNTY-  TX/MCCULLOCH
 CA0762  USGS QUAD   -  BRADY NORTH (1987)
 CA0762
 CA0762                         *CURRENT SURVEY CONTROL
 CA0762  ___________________________________________________________________
 CA0762* NAD 83(1986)-  31 09 28.     (N)    099 21 53.     (W)     SCALED    
 CA0762* NAVD 88     -       546.723  (meters)    1793.71   (feet)  ADJUSTED  
 CA0762  ___________________________________________________________________
 CA0762  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CA0762  DYNAMIC HT  -         545.987 (meters)    1791.29  (feet)  COMP
 CA0762  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 CA0762
 CA0762  VERT ORDER  -  FIRST     CLASS II
 CA0762
 CA0762.The horizontal coordinates were scaled from a topographic map and have
 CA0762.an estimated accuracy of +/- 6 seconds.
 CA0762
 CA0762.The orthometric height was determined by differential leveling
 CA0762.and adjusted by the National Geodetic Survey in June 1991..
 CA0762
 CA0762.The geoid height was determined by GEOID03.
 CA0762
 CA0762.The dynamic height is computed by dividing the NAVD 88
 CA0762.geopotential number by the normal gravity value computed on the
 CA0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0762.degrees latitude (g = 980.6199 gals.).
 CA0762
 CA0762.The modeled gravity was interpolated from observed gravity values.
 CA0762
 CA0762;                    North         East    Units  Estimated Accuracy
 CA0762;SPC TX C     - 3,165,700.      792,340.      MT  (+/- 180 meters Scaled)
 CA0762
 CA0762                          SUPERSEDED SURVEY CONTROL
 CA0762
 CA0762.No superseded survey control is available for this station.
 CA0762
 CA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV652471(NAD 83)
 CA0762_MARKER: I = METAL ROD
 CA0762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0762_SP_SET: STAINLESS STEEL ROD
 CA0762_STAMPING: Z 1419 1981
 CA0762_MARK LOGO: NGS   
 CA0762_PROJECTION: FLUSH
 CA0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0762_ROD/PIPE-DEPTH: 3.0  meters
 CA0762
 CA0762  HISTORY     - Date     Condition        Report By
 CA0762  HISTORY     - 1981     MONUMENTED       NGS
 CA0762
 CA0762                          STATION DESCRIPTION
 CA0762
 CA0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0762'4.0 KM (2.5 MI) NW FROM BRADY.
 CA0762'4.0 KM (2.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAYS 87 AND 283 FROM THE
 CA0762'COURTHOUSE IN BRADY, 24.4 METERS (80.1 FT) NORTHWEST OF A UTILITY POLE
 CA0762'AND 18.1 METERS (59.4 FT) NORTHEAST OF THE CENTERLINE OF THE WEST
 CA0762'BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CA0762'A 5-INCH LOGO CAP.
 CA0762'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CA0762'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0088 ***********************************************************************
 DQ0088  DESIGNATION -  Z 142 RESET 1957
 DQ0088  PID         -  DQ0088
 DQ0088  STATE/COUNTY-  TX/TERRY
 DQ0088  USGS QUAD   -  WELLMAN (1969)
 DQ0088
 DQ0088                         *CURRENT SURVEY CONTROL
 DQ0088  ___________________________________________________________________
 DQ0088* NAD 83(1986)-  33 04 28.     (N)    102 23 51.     (W)     SCALED    
 DQ0088* NAVD 88     -      1021.85   (meters)    3352.5    (feet)  RESET     
 DQ0088  ___________________________________________________________________
 DQ0088  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DQ0088
 DQ0088  VERT ORDER  -  THIRD
 DQ0088
 DQ0088.The horizontal coordinates were scaled from a topographic map and have
 DQ0088.an estimated accuracy of +/- 6 seconds.
 DQ0088
 DQ0088.The orthometric height was computed from unverified reset data.
 DQ0088
 DQ0088.The geoid height was determined by GEOID03.
 DQ0088
 DQ0088;                    North         East    Units  Estimated Accuracy
 DQ0088;SPC TXNC     - 2,162,860.      236,200.      MT  (+/- 180 meters Scaled)
 DQ0088
 DQ0088                          SUPERSEDED SURVEY CONTROL
 DQ0088
 DQ0088.No superseded survey control is available for this station.
 DQ0088
 DQ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS429625(NAD 83)
 DQ0088_MARKER: DB = BENCH MARK DISK
 DQ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0088_STAMPING: Z 142 RESET 1957
 DQ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0088+STABILITY: SURFACE MOTION
 DQ0088
 DQ0088  HISTORY     - Date     Condition        Report By
 DQ0088  HISTORY     - 1957     MONUMENTED       CGS
 DQ0088
 DQ0088                          STATION DESCRIPTION
 DQ0088
 DQ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DQ0088'2.6 MI NE FROM WELLMAN.
 DQ0088'ABOUT 2.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 DQ0088'FROM THE STATION IN WELLMAN, TERRY COUNTY AND 1.4 MILES SOUTHWEST FROM
 DQ0088'THE JUNCTION OF HIGHWAY 51-62 AND FM 300.  IT IS ALONG THE
 DQ0088'RIGHT-OF-WAY LINE BETWEEN THE HIGHWAY AND THE RAILROAD, 2 FEET
 DQ0088'NORTHWEST OF A TELEGRAPH POLE 40.2 FEET SOUTHEAST OF THE SOUTHEAST
 DQ0088'RAIL AND 44 FEET EAST OF A CAR PLATFORM.  A STANDARD DISK STAMPED Z
 DQ0088'142 RESET 1957 IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1326 ***********************************************************************
 AE1326  DESIGNATION -  Z 1420
 AE1326  PID         -  AE1326
 AE1326  STATE/COUNTY-  TX/ZAPATA
 AE1326  USGS QUAD   -  ZAPATA SE (1979)
 AE1326
 AE1326                         *CURRENT SURVEY CONTROL
 AE1326  ___________________________________________________________________
 AE1326* NAD 83(1986)-  26 52 04.     (N)    099 15 19.     (W)     SCALED    
 AE1326* NAVD 88     -       112.629  (meters)     369.52   (feet)  ADJUSTED  
 AE1326  ___________________________________________________________________
 AE1326  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AE1326  DYNAMIC HT  -         112.447 (meters)     368.92  (feet)  COMP
 AE1326  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 AE1326
 AE1326  VERT ORDER  -  FIRST     CLASS II
 AE1326
 AE1326.The horizontal coordinates were scaled from a topographic map and have
 AE1326.an estimated accuracy of +/- 6 seconds.
 AE1326
 AE1326.The orthometric height was determined by differential leveling
 AE1326.and adjusted by the National Geodetic Survey in June 1991..
 AE1326
 AE1326.The geoid height was determined by GEOID03.
 AE1326
 AE1326.The dynamic height is computed by dividing the NAVD 88
 AE1326.geopotential number by the normal gravity value computed on the
 AE1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1326.degrees latitude (g = 980.6199 gals.).
 AE1326
 AE1326.The modeled gravity was interpolated from observed gravity values.
 AE1326
 AE1326;                    North         East    Units  Estimated Accuracy
 AE1326;SPC TX S     - 5,133,300.      224,960.      MT  (+/- 180 meters Scaled)
 AE1326
 AE1326                          SUPERSEDED SURVEY CONTROL
 AE1326
 AE1326.No superseded survey control is available for this station.
 AE1326
 AE1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ746718(NAD 83)
 AE1326_MARKER: I = METAL ROD
 AE1326_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1326_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AE1326_STAMPING: Z 1420 1981
 AE1326_MARK LOGO: NGS   
 AE1326_PROJECTION: FLUSH
 AE1326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1326+STABILITY: POSITION/ELEVATION WELL
 AE1326_ROD/PIPE-DEPTH: 11.0 meters
 AE1326_SLEEVE-DEPTH  : 9.1 meters
 AE1326
 AE1326  HISTORY     - Date     Condition        Report By
 AE1326  HISTORY     - 1981     MONUMENTED       NGS
 AE1326
 AE1326                          STATION DESCRIPTION
 AE1326
 AE1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1326'4.8 KM (3.0 MI) SE FROM ZAPATA.
 AE1326'4.8 KM (3.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1326'STATE ROUTE 16 IN ZAPATA, AT THE TOP OF A HILL AT THE ENTRANCE TO
 AE1326'FALCON LAKE ESTATES WEST, 19.8 METERS (65.0 FT) SOUTHWEST OF CENTER OF
 AE1326'HIGHWAY, 10.4 METERS (34.0 FT) SOUTHEAST OF CENTER OF ASPHALT ROAD
 AE1326'LEADING SOUTH WEST, 2.0 METERS (6.7 FT) SOUTHEAST OF NORTHEAST CORNER
 AE1326'OF STONE ENTRANCE SIGN, 17.7 METERS (57.9 FT) WEST OF AN TELEPHONE
 AE1326'CABLE JUNCTION BOX, 6.2 METERS (20.3 FT) WEST NORTHWEST OF AN
 AE1326'ELECTRICAL HOOK UP BOX, 6.3 METERS (20.8 FT) NORTHEAST OF A FLOODLIGHT
 AE1326'PROJECTING 6 INCHES ABOVE GROUND, AND 12.7 METERS (41.8 FT) WEST OF A
 AE1326'FLAGPOLE.
 AE1326'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1222 ***********************************************************************
 AE1222  DESIGNATION -  Z 1421
 AE1222  PID         -  AE1222
 AE1222  STATE/COUNTY-  TX/HIDALGO
 AE1222  USGS QUAD   -  DONNA (1983)
 AE1222
 AE1222                         *CURRENT SURVEY CONTROL
 AE1222  ___________________________________________________________________
 AE1222* NAD 83(1986)-  26 10 29.     (N)    098 04 01.     (W)     SCALED    
 AE1222* NAVD 88     -        28.234  (meters)      92.63   (feet)  ADJUSTED  
 AE1222  ___________________________________________________________________
 AE1222  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AE1222  DYNAMIC HT  -          28.187 (meters)      92.48  (feet)  COMP
 AE1222  MODELED GRAV-     979,001.1   (mgal)                       NAVD 88
 AE1222
 AE1222  VERT ORDER  -  FIRST     CLASS II
 AE1222
 AE1222.The horizontal coordinates were scaled from a topographic map and have
 AE1222.an estimated accuracy of +/- 6 seconds.
 AE1222
 AE1222.The orthometric height was determined by differential leveling
 AE1222.and adjusted by the National Geodetic Survey in June 1991..
 AE1222
 AE1222.The geoid height was determined by GEOID03.
 AE1222
 AE1222.The dynamic height is computed by dividing the NAVD 88
 AE1222.geopotential number by the normal gravity value computed on the
 AE1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1222.degrees latitude (g = 980.6199 gals.).
 AE1222
 AE1222.The modeled gravity was interpolated from observed gravity values.
 AE1222
 AE1222;                    North         East    Units  Estimated Accuracy
 AE1222;SPC TX S     - 5,056,360.      343,290.      MT  (+/- 180 meters Scaled)
 AE1222
 AE1222                          SUPERSEDED SURVEY CONTROL
 AE1222
 AE1222.No superseded survey control is available for this station.
 AE1222
 AE1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP932953(NAD 83)
 AE1222_MARKER: I = METAL ROD
 AE1222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1222_SP_SET: STAINLESS STEEL ROD
 AE1222_STAMPING: Z 1421 1981
 AE1222_MARK LOGO: NGS   
 AE1222_PROJECTION: RECESSED 2 CENTIMETERS
 AE1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1222_ROD/PIPE-DEPTH: 9.75 meters
 AE1222
 AE1222  HISTORY     - Date     Condition        Report By
 AE1222  HISTORY     - 1981     MONUMENTED       NGS
 AE1222
 AE1222                          STATION DESCRIPTION
 AE1222
 AE1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1222'1.6 KM (1.0 MI) WEST FROM DONNA.
 AE1222'1.4 KM (0.9 MI) WEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF LOOP
 AE1222'433 NORTH AND SOUTH MAIN STREET IN DONNA, THENCE 0.2 KM (0.1 MI) NORTH
 AE1222'ALONG NORTH HUTTO, AT THE RESIDENCE OF N. H. KITAYAMA, 8.6 METERS
 AE1222'(28.2 FT) EAST OF THE CENTER OF THE ROAD, 39.2 METERS (128.6 FT)
 AE1222'NORTHWEST OF THE NORTHWEST  CORNER OF THE RESIDENCE, (BRICK),
 AE1222'17.0 METERS (55.9 FT) SOUTHWEST OF THE CENTER OF A 2 METER HIGH
 AE1222'IRRIGATION CONCRETE VENT PIPE, 10.4 METERS (34.1 FT) SOUTH OF THE
 AE1222'CENTER OF A DIRT ROAD LEADING EAST AT THE SOUTH SIDE OF AN ORCHARD,
 AE1222'13.7 METERS (45.0 FT) NORTH OF THE CENTER OF A PRIVATE DRIVE,
 AE1222'2.2 METERS (7.1 FT) NORTH OF AN UNDERGROUND TELEPHONE CABLE JUNCTION
 AE1222'BOX, 1.2 METERS (3.9 FT) NORTH OF A POWERLINE POLE WITH A TRANSFORMER
 AE1222'AND A GUY WIRE, AND 3.5 METERS (11.5 FT) SOUTH OF THE GUY WIRE ANCHOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1114 ***********************************************************************
 AJ1114  DESIGNATION -  Z 1422
 AJ1114  PID         -  AJ1114
 AJ1114  STATE/COUNTY-  TX/WEBB
 AJ1114  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ1114
 AJ1114                         *CURRENT SURVEY CONTROL
 AJ1114  ___________________________________________________________________
 AJ1114* NAD 83(1986)-  27 50 56.     (N)    099 28 07.     (W)     SCALED    
 AJ1114* NAVD 88     -       224.080  (meters)     735.17   (feet)  ADJUSTED  
 AJ1114  ___________________________________________________________________
 AJ1114  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ1114  DYNAMIC HT  -         223.730 (meters)     734.02  (feet)  COMP
 AJ1114  MODELED GRAV-     979,079.8   (mgal)                       NAVD 88
 AJ1114
 AJ1114  VERT ORDER  -  FIRST     CLASS II
 AJ1114
 AJ1114.The horizontal coordinates were scaled from a topographic map and have
 AJ1114.an estimated accuracy of +/- 6 seconds.
 AJ1114
 AJ1114.The orthometric height was determined by differential leveling
 AJ1114.and adjusted by the National Geodetic Survey in June 1991..
 AJ1114
 AJ1114.The geoid height was determined by GEOID03.
 AJ1114
 AJ1114.The dynamic height is computed by dividing the NAVD 88
 AJ1114.geopotential number by the normal gravity value computed on the
 AJ1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1114.degrees latitude (g = 980.6199 gals.).
 AJ1114
 AJ1114.The modeled gravity was interpolated from observed gravity values.
 AJ1114
 AJ1114;                    North         East    Units  Estimated Accuracy
 AJ1114;SPC TX S     - 5,242,150.      204,590.      MT  (+/- 180 meters Scaled)
 AJ1114
 AJ1114                          SUPERSEDED SURVEY CONTROL
 AJ1114
 AJ1114.No superseded survey control is available for this station.
 AJ1114
 AJ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR538805(NAD 83)
 AJ1114_MARKER: I = METAL ROD
 AJ1114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1114_SP_SET: STAINLESS STEEL ROD
 AJ1114_STAMPING: Z 1422 1982
 AJ1114_MARK LOGO: NGS   
 AJ1114_PROJECTION: FLUSH
 AJ1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1114+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1114_ROD/PIPE-DEPTH: 3.0  meters
 AJ1114
 AJ1114  HISTORY     - Date     Condition        Report By
 AJ1114  HISTORY     - 1982     MONUMENTED       NGS
 AJ1114  HISTORY     - 20020409 GOOD             USPSQD
 AJ1114
 AJ1114                          STATION DESCRIPTION
 AJ1114
 AJ1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1114'10.9 KM (6.75 MI) NW FROM WEBB.
 AJ1114'10.9 KM (6.75 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1114'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB AT A DIRT ROAD LEADING WEST
 AJ1114'TO THE RAFTER O RANCH AND AT A OFFSET IN RIGHT OF WAY FENCE LINE, 18.0
 AJ1114'METERS (59.10 FT) WEST OF CENTERLINE OF THE HIGHWAY, 12.2 METERS (40.0
 AJ1114'FT) SOUTH OF CENTER OF DIRT ROAD, 21.1 METERS (69.3 FT) SOUTHEAST OF
 AJ1114'CENTER OF A IRON GATE, 2.5 METERS (8.10. FT) WEST NORTHWEST OF A
 AJ1114'CORNER FENCE POST, AND 0.30 METERS (1.0 FT) NORTH NORTHEAST OF A FENCE
 AJ1114'LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1114'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AJ1114'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AJ1114
 AJ1114                          STATION RECOVERY (2002)
 AJ1114
 AJ1114'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0646 ***********************************************************************
 CC0646  DESIGNATION -  Z 1426
 CC0646  PID         -  CC0646
 CC0646  STATE/COUNTY-  TX/PECOS
 CC0646  USGS QUAD   -  GIRVIN (1972)
 CC0646
 CC0646                         *CURRENT SURVEY CONTROL
 CC0646  ___________________________________________________________________
 CC0646* NAD 83(1986)-  31 03 22.     (N)    102 24 04.     (W)     SCALED    
 CC0646* NAVD 88     -       715.674  (meters)    2348.01   (feet)  ADJUSTED  
 CC0646  ___________________________________________________________________
 CC0646  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CC0646  DYNAMIC HT  -         714.656 (meters)    2344.67  (feet)  COMP
 CC0646  MODELED GRAV-     979,194.2   (mgal)                       NAVD 88
 CC0646
 CC0646  VERT ORDER  -  FIRST     CLASS II
 CC0646
 CC0646.The horizontal coordinates were scaled from a topographic map and have
 CC0646.an estimated accuracy of +/- 6 seconds.
 CC0646
 CC0646.The orthometric height was determined by differential leveling
 CC0646.and adjusted by the National Geodetic Survey in June 1991..
 CC0646
 CC0646.The geoid height was determined by GEOID03.
 CC0646
 CC0646.The dynamic height is computed by dividing the NAVD 88
 CC0646.geopotential number by the normal gravity value computed on the
 CC0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0646.degrees latitude (g = 980.6199 gals.).
 CC0646
 CC0646.The modeled gravity was interpolated from observed gravity values.
 CC0646
 CC0646;                    North         East    Units  Estimated Accuracy
 CC0646;SPC TX C     - 3,155,860.      502,670.      MT  (+/- 180 meters Scaled)
 CC0646
 CC0646                          SUPERSEDED SURVEY CONTROL
 CC0646
 CC0646.No superseded survey control is available for this station.
 CC0646
 CC0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ480387(NAD 83)
 CC0646_MARKER: I = METAL ROD
 CC0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0646_SP_SET: STAINLESS STEEL ROD
 CC0646_STAMPING: Z 1426 1981
 CC0646_MARK LOGO: NGS   
 CC0646_PROJECTION: FLUSH
 CC0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0646_ROD/PIPE-DEPTH: 4.3  meters
 CC0646
 CC0646  HISTORY     - Date     Condition        Report By
 CC0646  HISTORY     - 1981     MONUMENTED       NGS
 CC0646
 CC0646                          STATION DESCRIPTION
 CC0646
 CC0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0646'1.4 KM (0.85 MI) SW FROM GIRVIN.
 CC0646'1.4 KM (0.85 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0646'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN AND 22.9 METERS (75.1 FT)
 CC0646'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 CC0646'POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0646'THE MARK IS 0.5 METERS  SE FROM  A FENCE AND WITNESS POST
 CC0646'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0670 ***********************************************************************
 CB0670  DESIGNATION -  Z 1427
 CB0670  PID         -  CB0670
 CB0670  STATE/COUNTY-  TX/UPTON
 CB0670  USGS QUAD   -  RANKIN (1970)
 CB0670
 CB0670                         *CURRENT SURVEY CONTROL
 CB0670  ___________________________________________________________________
 CB0670* NAD 83(1986)-  31 14 04.     (N)    101 52 36.     (W)     SCALED    
 CB0670* NAVD 88     -       790.243  (meters)    2592.66   (feet)  ADJUSTED  
 CB0670  ___________________________________________________________________
 CB0670  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CB0670  DYNAMIC HT  -         789.093 (meters)    2588.88  (feet)  COMP
 CB0670  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 CB0670
 CB0670  VERT ORDER  -  FIRST     CLASS II
 CB0670
 CB0670.The horizontal coordinates were scaled from a topographic map and have
 CB0670.an estimated accuracy of +/- 6 seconds.
 CB0670
 CB0670.The orthometric height was determined by differential leveling
 CB0670.and adjusted by the National Geodetic Survey in June 1991..
 CB0670
 CB0670.The geoid height was determined by GEOID03.
 CB0670
 CB0670.The dynamic height is computed by dividing the NAVD 88
 CB0670.geopotential number by the normal gravity value computed on the
 CB0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0670.degrees latitude (g = 980.6199 gals.).
 CB0670
 CB0670.The modeled gravity was interpolated from observed gravity values.
 CB0670
 CB0670;                    North         East    Units  Estimated Accuracy
 CB0670;SPC TX C     - 3,174,820.      552,990.      MT  (+/- 180 meters Scaled)
 CB0670
 CB0670                          SUPERSEDED SURVEY CONTROL
 CB0670
 CB0670.No superseded survey control is available for this station.
 CB0670
 CB0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV259591(NAD 83)
 CB0670_MARKER: DB = BENCH MARK DISK
 CB0670_SETTING: 66 = SET IN ROCK OUTCROP
 CB0670_SP_SET: ROCK OUTCROP
 CB0670_STAMPING: Z 1427 1981
 CB0670_MARK LOGO: NGS   
 CB0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0670+STABILITY: POSITION/ELEVATION WELL
 CB0670
 CB0670  HISTORY     - Date     Condition        Report By
 CB0670  HISTORY     - 1981     MONUMENTED       NGS
 CB0670
 CB0670                          STATION DESCRIPTION
 CB0670
 CB0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0670'6.3 KM (3.9 MI) NE FROM RANKIN.
 CB0670'6.3 KM (3.9 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0670'STATE HIGHWAY 349 IN RANKIN, IN A 4 BY 4 FT EXPOSED AREA OF
 CB0670'OUTCROPPING BEDROCK, 16.9 METERS (55.4 FT) SOUTH OF THE CENTERLINE OF
 CB0670'THE HIGHWAY, 16.1 METERS (52.6 FT) NORTH OF THE NEAR RAIL OF THE
 CB0670'ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 7.8 METERS (25.5 FT)
 CB0670'NORTHWEST OF A UTILITY POLE.
 CB0670'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CB0670'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0694 ***********************************************************************
 CB0694  DESIGNATION -  Z 1428
 CB0694  PID         -  CB0694
 CB0694  STATE/COUNTY-  TX/REAGAN
 CB0694  USGS QUAD   -  BIG LAKE (1971)
 CB0694
 CB0694                         *CURRENT SURVEY CONTROL
 CB0694  ___________________________________________________________________
 CB0694* NAD 83(1986)-  31 11 28.     (N)    101 26 57.     (W)     SCALED    
 CB0694* NAVD 88     -       813.786  (meters)    2669.90   (feet)  ADJUSTED  
 CB0694  ___________________________________________________________________
 CB0694  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CB0694  DYNAMIC HT  -         812.600 (meters)    2666.01  (feet)  COMP
 CB0694  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 CB0694
 CB0694  VERT ORDER  -  FIRST     CLASS II
 CB0694
 CB0694.The horizontal coordinates were scaled from a topographic map and have
 CB0694.an estimated accuracy of +/- 6 seconds.
 CB0694
 CB0694.The orthometric height was determined by differential leveling
 CB0694.and adjusted by the National Geodetic Survey in June 1991..
 CB0694
 CB0694.The geoid height was determined by GEOID03.
 CB0694
 CB0694.The dynamic height is computed by dividing the NAVD 88
 CB0694.geopotential number by the normal gravity value computed on the
 CB0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0694.degrees latitude (g = 980.6199 gals.).
 CB0694
 CB0694.The modeled gravity was interpolated from observed gravity values.
 CB0694
 CB0694;                    North         East    Units  Estimated Accuracy
 CB0694;SPC TX C     - 3,169,530.      593,660.      MT  (+/- 180 meters Scaled)
 CB0694
 CB0694                          SUPERSEDED SURVEY CONTROL
 CB0694
 CB0694.No superseded survey control is available for this station.
 CB0694
 CB0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV666533(NAD 83)
 CB0694_MARKER: I = METAL ROD
 CB0694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0694_SP_SET: STAINLESS STEEL ROD
 CB0694_STAMPING: Z 1428 1981
 CB0694_MARK LOGO: NGS   
 CB0694_PROJECTION: FLUSH
 CB0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0694+STABILITY: POSITION/ELEVATION WELL
 CB0694_ROD/PIPE-DEPTH: 4.3  meters
 CB0694
 CB0694  HISTORY     - Date     Condition        Report By
 CB0694  HISTORY     - 1981     MONUMENTED       NGS
 CB0694
 CB0694                          STATION DESCRIPTION
 CB0694
 CB0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0694'1.7 KM (1.05 MI) EAST FROM BIG LAKE.
 CB0694'1.7 KM (1.05 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0694'WITH STATE HIGHWAY 137 IN BIG LAKE, 17.7 METERS (58.1 FT) SOUTH OF THE
 CB0694'CENTERLINE OF THE HIGHWAY AND 8.6 METERS (28.2 FT) SOUTH OF A HIGHWAY
 CB0694'INFORMATION SIGN.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CB0694'LOGO CAP.
 CB0694'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 CB0694'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0738 ***********************************************************************
 CA0738  DESIGNATION -  Z 1429
 CA0738  PID         -  CA0738
 CA0738  STATE/COUNTY-  TX/CONCHO
 CA0738  USGS QUAD   -  EDEN (1970)
 CA0738
 CA0738                         *CURRENT SURVEY CONTROL
 CA0738  ___________________________________________________________________
 CA0738* NAD 83(1986)-  31 13 46.     (N)    099 46 27.     (W)     SCALED    
 CA0738* NAVD 88     -       608.408  (meters)    1996.09   (feet)  ADJUSTED  
 CA0738  ___________________________________________________________________
 CA0738  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CA0738  DYNAMIC HT  -         607.567 (meters)    1993.33  (feet)  COMP
 CA0738  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 CA0738
 CA0738  VERT ORDER  -  FIRST     CLASS II
 CA0738
 CA0738.The horizontal coordinates were scaled from a topographic map and have
 CA0738.an estimated accuracy of +/- 6 seconds.
 CA0738
 CA0738.The orthometric height was determined by differential leveling
 CA0738.and adjusted by the National Geodetic Survey in June 1991..
 CA0738
 CA0738.The geoid height was determined by GEOID03.
 CA0738
 CA0738.The dynamic height is computed by dividing the NAVD 88
 CA0738.geopotential number by the normal gravity value computed on the
 CA0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0738.degrees latitude (g = 980.6199 gals.).
 CA0738
 CA0738.The modeled gravity was interpolated from observed gravity values.
 CA0738
 CA0738;                    North         East    Units  Estimated Accuracy
 CA0738;SPC TX C     - 3,173,380.      753,270.      MT  (+/- 180 meters Scaled)
 CA0738
 CA0738                          SUPERSEDED SURVEY CONTROL
 CA0738
 CA0738.No superseded survey control is available for this station.
 CA0738
 CA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV262552(NAD 83)
 CA0738_MARKER: DB = BENCH MARK DISK
 CA0738_SETTING: 66 = SET IN ROCK OUTCROP
 CA0738_SP_SET: ROCK OUTCROP
 CA0738_STAMPING: Z 1429 1981
 CA0738_MARK LOGO: NGS   
 CA0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0738+STABILITY: POSITION/ELEVATION WELL
 CA0738
 CA0738  HISTORY     - Date     Condition        Report By
 CA0738  HISTORY     - 1981     MONUMENTED       NGS
 CA0738  HISTORY     - 19991231 GOOD             USPSQD
 CA0738
 CA0738                          STATION DESCRIPTION
 CA0738
 CA0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0738'7.1 KM (4.4 MI) SE FROM EDEN.
 CA0738'7.1 KM (4.4 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 87 FROM ITS JUNCTION
 CA0738'WITH U. S. HIGHWAY 83 IN EDEN, IN THE CENTER OF THE EAST HALF OF A 4
 CA0738'BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK AT THE CENTER OF A HIGHWAY
 CA0738'CUT, 10.0 METERS (32.8 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 CA0738'HIGHWAY AND 7.6 METERS (24.9 FT) SOUTH-SOUTHEAST OF A FENCE.
 CA0738'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CA0738'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 CA0738
 CA0738                          STATION RECOVERY (1999)
 CA0738
 CA0738'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0783 ***********************************************************************
 CB0783  DESIGNATION -  Z 1430
 CB0783  PID         -  CB0783
 CB0783  STATE/COUNTY-  TX/TOM GREEN
 CB0783  USGS QUAD   -  VANCOURT (1984)
 CB0783
 CB0783                         *CURRENT SURVEY CONTROL
 CB0783  ___________________________________________________________________
 CB0783* NAD 83(1986)-  31 20 34.     (N)    100 08 34.     (W)     SCALED    
 CB0783* NAVD 88     -       568.696  (meters)    1865.80   (feet)  ADJUSTED  
 CB0783  ___________________________________________________________________
 CB0783  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CB0783  DYNAMIC HT  -         567.919 (meters)    1863.25  (feet)  COMP
 CB0783  MODELED GRAV-     979,255.3   (mgal)                       NAVD 88
 CB0783
 CB0783  VERT ORDER  -  FIRST     CLASS II
 CB0783
 CB0783.The horizontal coordinates were scaled from a topographic map and have
 CB0783.an estimated accuracy of +/- 6 seconds.
 CB0783
 CB0783.The orthometric height was determined by differential leveling
 CB0783.and adjusted by the National Geodetic Survey in June 1991..
 CB0783
 CB0783.The geoid height was determined by GEOID03.
 CB0783
 CB0783.The dynamic height is computed by dividing the NAVD 88
 CB0783.geopotential number by the normal gravity value computed on the
 CB0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0783.degrees latitude (g = 980.6199 gals.).
 CB0783
 CB0783.The modeled gravity was interpolated from observed gravity values.
 CB0783
 CB0783;                    North         East    Units  Estimated Accuracy
 CB0783;SPC TX C     - 3,185,820.      718,130.      MT  (+/- 180 meters Scaled)
 CB0783
 CB0783                          SUPERSEDED SURVEY CONTROL
 CB0783
 CB0783.No superseded survey control is available for this station.
 CB0783
 CB0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV912681(NAD 83)
 CB0783_MARKER: I = METAL ROD
 CB0783_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0783+WITH SETTING: INFORMATION.
 CB0783_SP_SET: SHALLOW SET METAL ROD
 CB0783_STAMPING: Z 1430 1981
 CB0783_MARK LOGO: NGS   
 CB0783_PROJECTION: FLUSH
 CB0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0783_ROD/PIPE-DEPTH: 3.0  meters
 CB0783
 CB0783  HISTORY     - Date     Condition        Report By
 CB0783  HISTORY     - 1981     MONUMENTED       NGS
 CB0783  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CB0783
 CB0783                          STATION DESCRIPTION
 CB0783
 CB0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0783'34.1 KM (21.2 MI) SE FROM SAN ANGELO.
 CB0783'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0783'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 23.4 KM (14.55
 CB0783'MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 87, 0R 34.8 KM (21.6 MI)
 CB0783'NORTHWESTWELY ALONG U. S. HIGHWAY 87 FROM ITS JUNCTION WITH U. S.
 CB0783'HIGHWAY 83 IN EDEN, 52.7 METERS (172.9 FT) NORTH OF THE CENTERLINE OF
 CB0783'THE HIGHWAY, 37.5 METERS (123.0 FT) NORTH OF A FENCE CORNER, 9.4
 CB0783'METERS (30.8 FT) SOUTH-SOUTHWEST OF A UTILITY POLE WITH A GUY CABLE
 CB0783'AND 6.7 METERS (22.0 FT) EAST OF THE CENTER OF FORT MCKAVETT ROAD.
 CB0783'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0783'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CB0783'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CB0783
 CB0783                          STATION RECOVERY (1999)
 CB0783
 CB0783'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0759 ***********************************************************************
 CB0759  DESIGNATION -  Z 1431
 CB0759  PID         -  CB0759
 CB0759  STATE/COUNTY-  TX/TOM GREEN
 CB0759  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0759
 CB0759                         *CURRENT SURVEY CONTROL
 CB0759  ___________________________________________________________________
 CB0759* NAD 83(1986)-  31 22 43.     (N)    100 29 21.     (W)     SCALED    
 CB0759* NAVD 88     -       574.854  (meters)    1886.00   (feet)  ADJUSTED  
 CB0759  ___________________________________________________________________
 CB0759  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CB0759  DYNAMIC HT  -         574.063 (meters)    1883.40  (feet)  COMP
 CB0759  MODELED GRAV-     979,245.5   (mgal)                       NAVD 88
 CB0759
 CB0759  VERT ORDER  -  FIRST     CLASS II
 CB0759
 CB0759.The horizontal coordinates were scaled from a topographic map and have
 CB0759.an estimated accuracy of +/- 6 seconds.
 CB0759
 CB0759.The orthometric height was determined by differential leveling
 CB0759.and adjusted by the National Geodetic Survey in June 1991..
 CB0759
 CB0759.The geoid height was determined by GEOID03.
 CB0759
 CB0759.The dynamic height is computed by dividing the NAVD 88
 CB0759.geopotential number by the normal gravity value computed on the
 CB0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0759.degrees latitude (g = 980.6199 gals.).
 CB0759
 CB0759.The modeled gravity was interpolated from observed gravity values.
 CB0759
 CB0759;                    North         East    Units  Estimated Accuracy
 CB0759;SPC TX C     - 3,189,790.      685,180.      MT  (+/- 180 meters Scaled)
 CB0759
 CB0759                          SUPERSEDED SURVEY CONTROL
 CB0759
 CB0759.No superseded survey control is available for this station.
 CB0759
 CB0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV583725(NAD 83)
 CB0759_MARKER: DB = BENCH MARK DISK
 CB0759_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0759_SP_SET: ABUTMENT
 CB0759_STAMPING: Z 1431 1981
 CB0759_MARK LOGO: NGS   
 CB0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0759+STABILITY: POSITION/ELEVATION WELL
 CB0759
 CB0759  HISTORY     - Date     Condition        Report By
 CB0759  HISTORY     - 1981     MONUMENTED       NGS
 CB0759  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 CB0759
 CB0759                          STATION DESCRIPTION
 CB0759
 CB0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0759'10.6 KM (6.55 MI) SW FROM SAN ANGELO.
 CB0759'5.5 MI (3.4 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CB0759'RAILROAD FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 0.4 KM (0.25
 CB0759'MI) NORTHWEST ALONG STATE HIGHWAY LOOP 306, THENCE 4.7 KM (2.9 MI)
 CB0759'SOUTHERLY ALONG KNICKERBOCKER ROAD, IN TOP OF THE EAST END OF THE
 CB0759'SOUTH ABUTMENT OF A BRIDGE OVER LAKE NASHWORTHY AND 4.8 METERS (15.7
 CB0759'FT) EAST OF THE CENTERLINE OF THE ROAD.
 CB0759'THE MARK IS 0.2 M ABOVE THE ROAD.
 CB0759
 CB0759                          STATION RECOVERY (2003)
 CB0759
 CB0759'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0512 ***********************************************************************
 AZ0512  DESIGNATION -  Z 1432
 AZ0512  PID         -  AZ0512
 AZ0512  STATE/COUNTY-  TX/UVALDE
 AZ0512  USGS QUAD   -  MUSTANG WATERHOLE (1974)
 AZ0512
 AZ0512                         *CURRENT SURVEY CONTROL
 AZ0512  ___________________________________________________________________
 AZ0512* NAD 83(1986)-  29 15 16.     (N)    100 02 10.     (W)     SCALED    
 AZ0512* NAVD 88     -       329.346  (meters)    1080.53   (feet)  ADJUSTED  
 AZ0512  ___________________________________________________________________
 AZ0512  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AZ0512  DYNAMIC HT  -         328.865 (meters)    1078.95  (feet)  COMP
 AZ0512  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 AZ0512
 AZ0512  VERT ORDER  -  FIRST     CLASS II
 AZ0512
 AZ0512.The horizontal coordinates were scaled from a topographic map and have
 AZ0512.an estimated accuracy of +/- 6 seconds.
 AZ0512
 AZ0512.The orthometric height was determined by differential leveling
 AZ0512.and adjusted by the National Geodetic Survey in June 1991..
 AZ0512
 AZ0512.The geoid height was determined by GEOID03.
 AZ0512
 AZ0512.The dynamic height is computed by dividing the NAVD 88
 AZ0512.geopotential number by the normal gravity value computed on the
 AZ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0512.degrees latitude (g = 980.6199 gals.).
 AZ0512
 AZ0512.The modeled gravity was interpolated from observed gravity values.
 AZ0512
 AZ0512;                    North         East    Units  Estimated Accuracy
 AZ0512;SPC TXSC     - 4,157,940.      499,310.      MT  (+/- 180 meters Scaled)
 AZ0512
 AZ0512                          SUPERSEDED SURVEY CONTROL
 AZ0512
 AZ0512.No superseded survey control is available for this station.
 AZ0512
 AZ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT993366(NAD 83)
 AZ0512_MARKER: DB = BENCH MARK DISK
 AZ0512_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0512_SP_SET: ROCK OUTCROP
 AZ0512_STAMPING: Z 1432 1982
 AZ0512_MARK LOGO: NGS   
 AZ0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0512+STABILITY: POSITION/ELEVATION WELL
 AZ0512
 AZ0512  HISTORY     - Date     Condition        Report By
 AZ0512  HISTORY     - 1982     MONUMENTED       NGS
 AZ0512
 AZ0512                          STATION DESCRIPTION
 AZ0512
 AZ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0512'25.1 KM (15.55 MI) WSW FROM UVALDE.
 AZ0512'25.1 KM (15.55 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 AZ0512'SERVICE ROAD FROM THE STATION AT UVALDE, 0.56 KM (0.35 MI) WEST OF
 AZ0512'RAILROAD MILEPOST NUMBER 316, SET IN TOP AND AT THE EXTREME SOUTH EDGE
 AZ0512'OF A ROCK LEDGE PAINTED WITH LETTERS BM, 3.0 METERS (9.8 FT) NORTH OF
 AZ0512'THE NORTH RAIL, AND 7.3 METERS (24.0 FT) SOUTHWEST OF A POWERLINE
 AZ0512'POLE.
 AZ0512'THE MARK IS 1.5 M ABOVE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0167 ***********************************************************************
 AP0167  DESIGNATION -  Z 1433
 AP0167  PID         -  AP0167
 AP0167  STATE/COUNTY-  TX/MAVERICK
 AP0167  USGS QUAD   -  PALOMA (1974)
 AP0167
 AP0167                         *CURRENT SURVEY CONTROL
 AP0167  ___________________________________________________________________
 AP0167* NAD 83(1986)-  28 59 32.     (N)    100 29 29.     (W)     SCALED    
 AP0167* NAVD 88     -       274.552  (meters)     900.76   (feet)  ADJUSTED  
 AP0167  ___________________________________________________________________
 AP0167  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AP0167  DYNAMIC HT  -         274.147 (meters)     899.43  (feet)  COMP
 AP0167  MODELED GRAV-     979,163.0   (mgal)                       NAVD 88
 AP0167
 AP0167  VERT ORDER  -  FIRST     CLASS II
 AP0167
 AP0167.The horizontal coordinates were scaled from a topographic map and have
 AP0167.an estimated accuracy of +/- 6 seconds.
 AP0167
 AP0167.The orthometric height was determined by differential leveling
 AP0167.and adjusted by the National Geodetic Survey in June 1991..
 AP0167
 AP0167.The geoid height was determined by GEOID03.
 AP0167
 AP0167.The dynamic height is computed by dividing the NAVD 88
 AP0167.geopotential number by the normal gravity value computed on the
 AP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0167.degrees latitude (g = 980.6199 gals.).
 AP0167
 AP0167.The modeled gravity was interpolated from observed gravity values.
 AP0167
 AP0167;                    North         East    Units  Estimated Accuracy
 AP0167;SPC TXSC     - 4,129,360.      454,690.      MT  (+/- 180 meters Scaled)
 AP0167
 AP0167                          SUPERSEDED SURVEY CONTROL
 AP0167
 AP0167.No superseded survey control is available for this station.
 AP0167
 AP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT547080(NAD 83)
 AP0167_MARKER: I = METAL ROD
 AP0167_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0167_SP_SET: STAINLESS STEEL ROD
 AP0167_STAMPING: Z 1433 1982
 AP0167_MARK LOGO: NGS   
 AP0167_PROJECTION: FLUSH
 AP0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0167_ROD/PIPE-DEPTH: 3.4  meters
 AP0167
 AP0167  HISTORY     - Date     Condition        Report By
 AP0167  HISTORY     - 1982     MONUMENTED       NGS
 AP0167
 AP0167                          STATION DESCRIPTION
 AP0167
 AP0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0167'21.8 KM (13.5 MI) SSW FROM SPOFFORD.
 AP0167'21.8 KM (13.5 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AP0167'JUNCTION OF FARM ROAD 1572 IN SPOFFORD, 19.2 METERS (63.0 FT) EAST
 AP0167'SOUTHEAST OF CENTERLINE OF THE HIGHWAY, 60.1 METERS (197.0 FT)
 AP0167'NORTHEAST OF A TELEPHONE CABLE WARNING POST, 65.5 METERS (215.0 FT)
 AP0167'SOUTH SOUTHWEST OF THE EAST END OF A 77 CM (30 IN) METAL PIPE CULVERT,
 AP0167'AND 0.3 METER (1.0 FT) WEST NORTHWEST OF A FENCE LINE, NOTE, ROD
 AP0167'DRIVEN TO REFUSAL.
 AP0167'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AP0167'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1219 ***********************************************************************
 AB1219  DESIGNATION -  Z 1435
 AB1219  PID         -  AB1219
 AB1219  STATE/COUNTY-  TX/CAMERON
 AB1219  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1219
 AB1219                         *CURRENT SURVEY CONTROL
 AB1219  ___________________________________________________________________
 AB1219* NAD 83(1986)-  26 05 06.     (N)    097 16 06.     (W)     SCALED    
 AB1219* NAVD 88     -         2.548  (meters)       8.36   (feet)  ADJUSTED  
 AB1219  ___________________________________________________________________
 AB1219  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 AB1219  DYNAMIC HT  -           2.544 (meters)       8.35  (feet)  COMP
 AB1219  MODELED GRAV-     979,063.1   (mgal)                       NAVD 88
 AB1219
 AB1219  VERT ORDER  -  FIRST     CLASS II
 AB1219
 AB1219.The horizontal coordinates were scaled from a topographic map and have
 AB1219.an estimated accuracy of +/- 6 seconds.
 AB1219
 AB1219.The orthometric height was determined by differential leveling
 AB1219.and adjusted by the National Geodetic Survey in June 1991..
 AB1219
 AB1219.The geoid height was determined by GEOID03.
 AB1219
 AB1219.The dynamic height is computed by dividing the NAVD 88
 AB1219.geopotential number by the normal gravity value computed on the
 AB1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1219.degrees latitude (g = 980.6199 gals.).
 AB1219
 AB1219.The modeled gravity was interpolated from observed gravity values.
 AB1219
 AB1219;                    North         East    Units  Estimated Accuracy
 AB1219;SPC TX S     - 5,046,950.      423,220.      MT  (+/- 180 meters Scaled)
 AB1219
 AB1219                          SUPERSEDED SURVEY CONTROL
 AB1219
 AB1219.No superseded survey control is available for this station.
 AB1219
 AB1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP731862(NAD 83)
 AB1219_MARKER: I = METAL ROD
 AB1219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1219_SP_SET: STAINLESS STEEL ROD
 AB1219_STAMPING: Z 1435 1982
 AB1219_MARK LOGO: NGS   
 AB1219_PROJECTION: FLUSH
 AB1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1219+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2004
 AB1219_ROD/PIPE-DEPTH: 17.0 meters
 AB1219
 AB1219  HISTORY     - Date     Condition        Report By
 AB1219  HISTORY     - 1982     MONUMENTED       NGS
 AB1219  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 AB1219  HISTORY     - 19930210 GOOD             USPSQD
 AB1219  HISTORY     - 20040227 GOOD             USPSQD
 AB1219
 AB1219                          STATION DESCRIPTION
 AB1219
 AB1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1219'6.8 KM (4.25 MI) WEST FROM PORT ISABEL.
 AB1219'6.8 KM (4.25 MI) WEST ALONG STATE HIGHWAY 100 FROM THE OLD PORT ISABEL
 AB1219'LIGHTHOUSE IN PORT ISABEL AT A LARGE POWERLINE POLE, NUMBER 33 ON THE
 AB1219'SOUTH SOUTHWEST SIDE OF THE HIGHWAY, 31.5 METERS (103.5 FT) SOUTH
 AB1219'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 100, 1.2 METERS (4.0 FT) EAST
 AB1219'OF THE POWERLINE POLE NUMBER 33, AND 0.3 METER (1.0 FT) NORTH
 AB1219'NORTHEAST OF THE SOUTH SOUTHWEST HIGHWAY RIGHT-OF-WAY FENCE LINE.
 AB1219'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AB1219'THE MARK IS 0.3 M BELOW HIGHWAY 100.
 AB1219
 AB1219                          STATION RECOVERY (1991)
 AB1219
 AB1219'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1219'MARK NOT FOUND.
 AB1219
 AB1219                          STATION RECOVERY (1993)
 AB1219
 AB1219'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1219'RECOVERED IN GOOD CONDITION.
 AB1219
 AB1219                          STATION RECOVERY (2004)
 AB1219
 AB1219'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0544 ***********************************************************************
 AZ0544  DESIGNATION -  Z 1436
 AZ0544  PID         -  AZ0544
 AZ0544  STATE/COUNTY-  TX/KINNEY
 AZ0544  USGS QUAD   -  SPOFFORD (1974)
 AZ0544
 AZ0544                         *CURRENT SURVEY CONTROL
 AZ0544  ___________________________________________________________________
 AZ0544* NAD 83(1986)-  29 12 37.     (N)    100 28 16.     (W)     SCALED    
 AZ0544* NAVD 88     -       313.047  (meters)    1027.06   (feet)  ADJUSTED  
 AZ0544  ___________________________________________________________________
 AZ0544  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0544  DYNAMIC HT  -         312.589 (meters)    1025.55  (feet)  COMP
 AZ0544  MODELED GRAV-     979,172.9   (mgal)                       NAVD 88
 AZ0544
 AZ0544  VERT ORDER  -  FIRST     CLASS II
 AZ0544
 AZ0544.The horizontal coordinates were scaled from a topographic map and have
 AZ0544.an estimated accuracy of +/- 6 seconds.
 AZ0544
 AZ0544.The orthometric height was determined by differential leveling
 AZ0544.and adjusted by the National Geodetic Survey in June 1991..
 AZ0544
 AZ0544.The geoid height was determined by GEOID03.
 AZ0544
 AZ0544.The dynamic height is computed by dividing the NAVD 88
 AZ0544.geopotential number by the normal gravity value computed on the
 AZ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0544.degrees latitude (g = 980.6199 gals.).
 AZ0544
 AZ0544.The modeled gravity was interpolated from observed gravity values.
 AZ0544
 AZ0544;                    North         East    Units  Estimated Accuracy
 AZ0544;SPC TXSC     - 4,153,500.      456,970.      MT  (+/- 180 meters Scaled)
 AZ0544
 AZ0544                          SUPERSEDED SURVEY CONTROL
 AZ0544
 AZ0544.No superseded survey control is available for this station.
 AZ0544
 AZ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT569321(NAD 83)
 AZ0544_MARKER: DB = BENCH MARK DISK
 AZ0544_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0544_SP_SET: ROCK OUTCROP
 AZ0544_STAMPING: Z 1436 1982
 AZ0544_MARK LOGO: NGS   
 AZ0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0544+STABILITY: POSITION/ELEVATION WELL
 AZ0544
 AZ0544  HISTORY     - Date     Condition        Report By
 AZ0544  HISTORY     - 1982     MONUMENTED       NGS
 AZ0544  HISTORY     - 19960109 GOOD             USPSQD
 AZ0544
 AZ0544                          STATION DESCRIPTION
 AZ0544
 AZ0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0544'7.3 KM (4.6 MI) NW FROM SPOFFORD.
 AZ0544'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0544'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 7.1 KM (4.45 MI) NORTHWEST
 AZ0544'ALONG A GRAVELED ROAD AT THE SOUTHERN PACIFIC RAILROAD MILEPOST NUMBER
 AZ0544'346, THE MARK IS CEMENTED IN THE TOP OF ROCK OUTCROP PROJECTING ABOUT
 AZ0544'20 CENTIMETERS ABOVE THE GROUND, 13.7 METERS (45.0 FT) NORTH
 AZ0544'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 7.4 METERS (24.5 FT)
 AZ0544'NORTHEAST OF RAILROAD MILEPOST NUMBER 346, AND 34.4 METERS
 AZ0544'(113.0 FT) WEST NORTHWEST OF THE WEST NORTHWEST END OF RAILROAD
 AZ0544'TRESTLE NUMBER 346.00.
 AZ0544'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 AZ0544'THE MARK IS 2.1 M BELOW RAIL.
 AZ0544
 AZ0544                          STATION RECOVERY (1996)
 AZ0544
 AZ0544'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1675 ***********************************************************************
 AY1675  DESIGNATION -  Z 1437
 AY1675  PID         -  AY1675
 AY1675  STATE/COUNTY-  TX/BEXAR
 AY1675  USGS QUAD   -  VAN RAUB (1991)
 AY1675
 AY1675                         *CURRENT SURVEY CONTROL
 AY1675  ___________________________________________________________________
 AY1675* NAD 83(1986)-  29 44 29.     (N)    098 41 23.     (W)     SCALED    
 AY1675* NAVD 88     -       417.099  (meters)    1368.43   (feet)  ADJUSTED  
 AY1675  ___________________________________________________________________
 AY1675  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AY1675  DYNAMIC HT  -         416.489 (meters)    1366.43  (feet)  COMP
 AY1675  MODELED GRAV-     979,169.3   (mgal)                       NAVD 88
 AY1675
 AY1675  VERT ORDER  -  FIRST     CLASS II
 AY1675
 AY1675.The horizontal coordinates were scaled from a topographic map and have
 AY1675.an estimated accuracy of +/- 6 seconds.
 AY1675
 AY1675.The orthometric height was determined by differential leveling
 AY1675.and adjusted by the National Geodetic Survey in June 1991..
 AY1675
 AY1675.The geoid height was determined by GEOID03.
 AY1675
 AY1675.The dynamic height is computed by dividing the NAVD 88
 AY1675.geopotential number by the normal gravity value computed on the
 AY1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1675.degrees latitude (g = 980.6199 gals.).
 AY1675
 AY1675.The modeled gravity was interpolated from observed gravity values.
 AY1675
 AY1675;                    North         East    Units  Estimated Accuracy
 AY1675;SPC TXSC     - 4,211,500.      630,010.      MT  (+/- 180 meters Scaled)
 AY1675
 AY1675                          SUPERSEDED SURVEY CONTROL
 AY1675
 AY1675.No superseded survey control is available for this station.
 AY1675
 AY1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT300901(NAD 83)
 AY1675_MARKER: I = METAL ROD
 AY1675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1675_SP_SET: STAINLESS STEEL ROD
 AY1675_STAMPING: Z 1437 1982
 AY1675_MARK LOGO: NGS   
 AY1675_PROJECTION: FLUSH
 AY1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1675_ROD/PIPE-DEPTH: 1.8  meters
 AY1675
 AY1675  HISTORY     - Date     Condition        Report By
 AY1675  HISTORY     - 1982     MONUMENTED       NGS
 AY1675  HISTORY     - 1990     GOOD             USPSQD
 AY1675
 AY1675                          STATION DESCRIPTION
 AY1675
 AY1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1675'6.9 KM (4.35 MI) SE FROM BOERNE.
 AY1675'2.6 KM (1.65 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1675'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE. THENCE 4.3 KM
 AY1675'(2.7 MI) SOUTHEAST ALONG FRONTAGE ROAD, AT A POINT ABOUT 41.1 METERS
 AY1675'(135.0 FT) SOUTHEAST OF A GAS PUMP STATION, 10.5 METERS (34.5 FT)
 AY1675'NORTHEAST OF THE CENTER OF EAST FRONTAGE ROAD, 0.6 METER (2.0 FT) EAST
 AY1675'SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE TO THE SOUTHEAST,
 AY1675'2.1 METERS (7.0 FT) NORTHWEST OF THE GUY WIRE ANCHOR TO TELEPHONE
 AY1675'POLE, 30.1 METERS (99.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AY1675'CHAIN LINK FENCE AROUND A GAS PUMP STATION, AND 0.3 METER (1.0 FT)
 AY1675'SOUTHWEST OF A FENCE LINE.  NOTE, ROD WAS DRIVEN TO REFUSAL AND
 AY1675'ANCHORED AT THIS DEPTH.
 AY1675'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 AY1675'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
 AY1675
 AY1675                          STATION RECOVERY (1990)
 AY1675
 AY1675'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0520 ***********************************************************************
 AO0520  DESIGNATION -  Z 1438
 AO0520  PID         -  AO0520
 AO0520  STATE/COUNTY-  TX/DIMMIT
 AO0520  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0520
 AO0520                         *CURRENT SURVEY CONTROL
 AO0520  ___________________________________________________________________
 AO0520* NAD 83(1986)-  28 31 19.     (N)    099 51 37.     (W)     SCALED    
 AO0520* NAVD 88     -       183.003  (meters)     600.40   (feet)  ADJUSTED  
 AO0520  ___________________________________________________________________
 AO0520  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AO0520  DYNAMIC HT  -         182.728 (meters)     599.50  (feet)  COMP
 AO0520  MODELED GRAV-     979,140.0   (mgal)                       NAVD 88
 AO0520
 AO0520  VERT ORDER  -  FIRST     CLASS II
 AO0520
 AO0520.The horizontal coordinates were scaled from a topographic map and have
 AO0520.an estimated accuracy of +/- 6 seconds.
 AO0520
 AO0520.The orthometric height was determined by differential leveling
 AO0520.and adjusted by the National Geodetic Survey in June 1991..
 AO0520
 AO0520.The geoid height was determined by GEOID03.
 AO0520
 AO0520.The dynamic height is computed by dividing the NAVD 88
 AO0520.geopotential number by the normal gravity value computed on the
 AO0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0520.degrees latitude (g = 980.6199 gals.).
 AO0520
 AO0520.The modeled gravity was interpolated from observed gravity values.
 AO0520
 AO0520;                    North         East    Units  Estimated Accuracy
 AO0520;SPC TXSC     - 4,076,630.      515,800.      MT  (+/- 180 meters Scaled)
 AO0520
 AO0520                          SUPERSEDED SURVEY CONTROL
 AO0520
 AO0520.No superseded survey control is available for this station.
 AO0520
 AO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS158553(NAD 83)
 AO0520_MARKER: I = METAL ROD
 AO0520_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0520_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0520_STAMPING: Z 1438 1982
 AO0520_MARK LOGO: NGS   
 AO0520_PROJECTION: RECESSED 3 CENTIMETERS
 AO0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AO0520+STABILITY: POSITION/ELEVATION WELL
 AO0520_ROD/PIPE-DEPTH: 9.4  meters
 AO0520_SLEEVE-DEPTH  : 8.8 meters
 AO0520
 AO0520  HISTORY     - Date     Condition        Report By
 AO0520  HISTORY     - 1982     MONUMENTED       NGS
 AO0520  HISTORY     - 19970531 GOOD             USPSQD
 AO0520
 AO0520                          STATION DESCRIPTION
 AO0520
 AO0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0520'IN CARRIZO SPRINGS.
 AO0520'SET IN THE SOUTHWEST CORNER OF THE DIMMIT COUNTY COURTHOUSE LAWN,
 AO0520'17.0 METERS (56.0 FT) NORTH NORTHEAST OF THE CENTERLINE OF U.S.
 AO0520'HIGHWAY 277, 15.5 METERS (51.0 FT) EAST SOUTHEAST OF THE CENTERLINE OF
 AO0520'FIFTH STREET, 20.7 METERS (68.0 FT) SOUTH SOUTHEAST OF THE EXTENDED
 AO0520'CENTER OF THE WEST DOOR OF THE COURTHOUSE, 24.2 METERS (79.5 FT)
 AO0520'SOUTHWEST OF THE FLAG POLE, 6.7 METERS (22.0 FT) NORTH NORTHEAST OF
 AO0520'THE NORTH EDGE OF THE SIDEWALK ON NORTH SIDE OF HIGHWAY, 3.3 METERS
 AO0520'(11.0 FT) EAST SOUTHEAST OF THE EAST EDGE OF THE SIDEWALK ON THE EAST
 AO0520'SIDE OF FIFTH STREET, AND 16.9 METERS (55.5 FT) SOUTHWEST OF THE
 AO0520'SOUTHWEST CORNER OF THE COURTHOUSE.
 AO0520'THE MARK IS 0.3 M BELOW HIGHWAY 277.
 AO0520
 AO0520                          STATION RECOVERY (1997)
 AO0520
 AO0520'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1599 ***********************************************************************
 AY1599  DESIGNATION -  Z 1439
 AY1599  PID         -  AY1599
 AY1599  STATE/COUNTY-  TX/UVALDE
 AY1599  USGS QUAD   -  SABINAL (1970)
 AY1599
 AY1599                         *CURRENT SURVEY CONTROL
 AY1599  ___________________________________________________________________
 AY1599* NAD 83(1986)-  29 19 03.     (N)    099 28 04.     (W)     SCALED    
 AY1599* NAVD 88     -       294.100  (meters)     964.89   (feet)  ADJUSTED  
 AY1599  ___________________________________________________________________
 AY1599  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AY1599  DYNAMIC HT  -         293.673 (meters)     963.49  (feet)  COMP
 AY1599  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY1599
 AY1599  VERT ORDER  -  FIRST     CLASS II
 AY1599
 AY1599.The horizontal coordinates were scaled from a topographic map and have
 AY1599.an estimated accuracy of +/- 6 seconds.
 AY1599
 AY1599.The orthometric height was determined by differential leveling
 AY1599.and adjusted by the National Geodetic Survey in June 1991..
 AY1599
 AY1599.The geoid height was determined by GEOID03.
 AY1599
 AY1599.The dynamic height is computed by dividing the NAVD 88
 AY1599.geopotential number by the normal gravity value computed on the
 AY1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1599.degrees latitude (g = 980.6199 gals.).
 AY1599
 AY1599.The modeled gravity was interpolated from observed gravity values.
 AY1599
 AY1599;                    North         East    Units  Estimated Accuracy
 AY1599;SPC TXSC     - 4,164,580.      554,570.      MT  (+/- 180 meters Scaled)
 AY1599
 AY1599                          SUPERSEDED SURVEY CONTROL
 AY1599
 AY1599.No superseded survey control is available for this station.
 AY1599
 AY1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT545432(NAD 83)
 AY1599_MARKER: I = METAL ROD
 AY1599_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1599_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1599_STAMPING: Z 1439 1982
 AY1599_MARK LOGO: NGS   
 AY1599_PROJECTION: RECESSED 4 CENTIMETERS
 AY1599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1599+STABILITY: POSITION/ELEVATION WELL
 AY1599_ROD/PIPE-DEPTH: 10.0 meters
 AY1599_SLEEVE-DEPTH  : 9.1 meters
 AY1599
 AY1599  HISTORY     - Date     Condition        Report By
 AY1599  HISTORY     - 1982     MONUMENTED       NGS
 AY1599  HISTORY     - 20021029 MARK NOT FOUND   USPSQD
 AY1599
 AY1599                          STATION DESCRIPTION
 AY1599
 AY1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1599'IN SABINAL.
 AY1599'SET IN THE NORTHEAST CORNER OF THE LAWN AT THE FIRST UNITED METHODIST
 AY1599'CHURCH IN SABINAL, THAT IS LOCATED ABOUT 0.2 KM (0.1 MI) WEST ALONG
 AY1599'U.S. HIGHWAY 90 FROM THE JUNCTION OF STATE HIGHWAY 127 IN SABINAL,
 AY1599'15.2 METERS (50.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 90,
 AY1599'13.7 METERS (45.0 FT) WEST OF THE CENTER OF A NORTH SOUTH ASPHALT
 AY1599'STREET, 9.1 METERS (30.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 AY1599'CHURCH, 21.9 METERS (72.0 FT) EAST OF THE EAST END OF THE BRICK
 AY1599'FOUNDATION FOR THE CHURCH SIGN, AND 3.9 METERS (13.0 FT) SOUTHWEST OF
 AY1599'A LONE TREE IN THE NORTHEAST CORNER OF THE LAWN.
 AY1599'THE MARK IS 0.3 M ABOVE HIGHWAY.
 AY1599
 AY1599                          STATION RECOVERY (2002)
 AY1599
 AY1599'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0898 ***********************************************************************
 CA0898  DESIGNATION -  Z 1440
 CA0898  PID         -  CA0898
 CA0898  STATE/COUNTY-  TX/MCCULLOCH
 CA0898  USGS QUAD   -  BRADY SOUTH (1987)
 CA0898
 CA0898                         *CURRENT SURVEY CONTROL
 CA0898  ___________________________________________________________________
 CA0898* NAD 83(1986)-  31 05 33.     (N)    099 19 38.     (W)     SCALED    
 CA0898* NAVD 88     -       526.989  (meters)    1728.96   (feet)  ADJUSTED  
 CA0898  ___________________________________________________________________
 CA0898  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CA0898  DYNAMIC HT  -         526.280 (meters)    1726.64  (feet)  COMP
 CA0898  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 CA0898
 CA0898  VERT ORDER  -  FIRST     CLASS II
 CA0898
 CA0898.The horizontal coordinates were scaled from a topographic map and have
 CA0898.an estimated accuracy of +/- 6 seconds.
 CA0898
 CA0898.The orthometric height was determined by differential leveling
 CA0898.and adjusted by the National Geodetic Survey in June 1991..
 CA0898
 CA0898.The geoid height was determined by GEOID03.
 CA0898
 CA0898.The dynamic height is computed by dividing the NAVD 88
 CA0898.geopotential number by the normal gravity value computed on the
 CA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0898.degrees latitude (g = 980.6199 gals.).
 CA0898
 CA0898.The modeled gravity was interpolated from observed gravity values.
 CA0898
 CA0898;                    North         East    Units  Estimated Accuracy
 CA0898;SPC TX C     - 3,158,500.      795,980.      MT  (+/- 180 meters Scaled)
 CA0898
 CA0898                          SUPERSEDED SURVEY CONTROL
 CA0898
 CA0898.No superseded survey control is available for this station.
 CA0898
 CA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV687398(NAD 83)
 CA0898_MARKER: I = METAL ROD
 CA0898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0898_SP_SET: STAINLESS STEEL ROD
 CA0898_STAMPING: Z 1440 1982
 CA0898_MARK LOGO: NGS   
 CA0898_PROJECTION: FLUSH
 CA0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0898_ROD/PIPE-DEPTH: 3.0  meters
 CA0898
 CA0898  HISTORY     - Date     Condition        Report By
 CA0898  HISTORY     - 1982     MONUMENTED       NGS
 CA0898
 CA0898                          STATION DESCRIPTION
 CA0898
 CA0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0898'4.6 KM (2.85 MI) SE FROM BRADY.
 CA0898'4.6 KM (2.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 CA0898'IN BRADY, AT THE JUNCTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 71, SET
 CA0898'NEAR THE EAST RIGHT-OF-WAY FENCE, 74.0 METERS (243.0 FT) SOUTH
 CA0898'SOUTHEAST OF CENTERLINE OF STATE HIGHWAY 71, (EXTENDED CENTERLINE),
 CA0898'23.1 METERS (76.0 FT) EAST SOUTHEAST OF CENTERLINE OF U.S. HIGHWAY 87,
 CA0898'THE TWO NORTHBOUND LANES, 1.2 METERS (4.0 FT) SOUTH OF CORNER FENCE
 CA0898'POST, 0.7 METER (2.3 FT) SOUTH OF SMALL CONCRETE RIGHT-OF-WAY POST,
 CA0898'AND 0.4 METER (1.5 FT) WEST SOUTHWEST OF A FENCE, NOTE, ROD DRIVEN
 CA0898'TO REFUSAL.
 CA0898'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CA0898'THE MARK IS 1.2 M BELOW HIGHWAY 87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0558 ***********************************************************************
 BN0558  DESIGNATION -  Z 1441
 BN0558  PID         -  BN0558
 BN0558  STATE/COUNTY-  TX/MASON
 BN0558  USGS QUAD   -  MASON (1979)
 BN0558
 BN0558                         *CURRENT SURVEY CONTROL
 BN0558  ___________________________________________________________________
 BN0558* NAD 83(1986)-  30 41 38.     (N)    099 10 02.     (W)     SCALED    
 BN0558* NAVD 88     -       430.464  (meters)    1412.28   (feet)  ADJUSTED  
 BN0558  ___________________________________________________________________
 BN0558  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BN0558  DYNAMIC HT  -         429.882 (meters)    1410.37  (feet)  COMP
 BN0558  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 BN0558
 BN0558  VERT ORDER  -  FIRST     CLASS II
 BN0558
 BN0558.The horizontal coordinates were scaled from a topographic map and have
 BN0558.an estimated accuracy of +/- 6 seconds.
 BN0558
 BN0558.The orthometric height was determined by differential leveling
 BN0558.and adjusted by the National Geodetic Survey in June 1991..
 BN0558
 BN0558.The geoid height was determined by GEOID03.
 BN0558
 BN0558.The dynamic height is computed by dividing the NAVD 88
 BN0558.geopotential number by the normal gravity value computed on the
 BN0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0558.degrees latitude (g = 980.6199 gals.).
 BN0558
 BN0558.The modeled gravity was interpolated from observed gravity values.
 BN0558
 BN0558;                    North         East    Units  Estimated Accuracy
 BN0558;SPC TX C     - 3,114,460.      811,710.      MT  (+/- 180 meters Scaled)
 BN0558
 BN0558                          SUPERSEDED SURVEY CONTROL
 BN0558
 BN0558.No superseded survey control is available for this station.
 BN0558
 BN0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU839956(NAD 83)
 BN0558_MARKER: I = METAL ROD
 BN0558_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0558+WITH SETTING: INFORMATION.
 BN0558_SP_SET: SHALLOW SET METAL ROD
 BN0558_STAMPING: Z 1441 1982
 BN0558_MARK LOGO: NGS   
 BN0558_PROJECTION: FLUSH
 BN0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0558+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0558_ROD/PIPE-DEPTH: 2.4  meters
 BN0558
 BN0558  HISTORY     - Date     Condition        Report By
 BN0558  HISTORY     - 1982     MONUMENTED       NGS
 BN0558  HISTORY     - 19910618 GOOD             USPSQD
 BN0558  HISTORY     - 19960212 GOOD             USPSQD
 BN0558  HISTORY     - 20041005 GOOD             USPSQD
 BN0558  HISTORY     - 20051123 GOOD             USPSQD
 BN0558
 BN0558                          STATION DESCRIPTION
 BN0558
 BN0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0558'8.8 KM (5.5 MI) SE FROM MASON.
 BN0558'8.8 KM (5.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 BN0558'MASON, SET AT A PRIVATE ROAD LEADING WEST, 29.5 METERS (97.0 FT) WEST
 BN0558'OF THE CENTERLINE OF THE HIGHWAY, 7.3 METERS (24.0 FT) SOUTH OF THE
 BN0558'CENTER OF A PRIVATE ROAD LEADING SOUTH, 5.3 METERS (17.5 FT) SOUTH OF
 BN0558'THE SOUTHEAST END OF A STEEL CATTLE GUARD, 2.8 METERS (9.5 FT) SOUTH
 BN0558'OF THE CENTER OF A METAL GATE, 0.4 METER (1.5 FT) EAST OF A
 BN0558'RIGHT-OF-WAY FENCE, AND 0.9 METER (3.0 FT) SOUTH OF A STEEL PIPE GATE
 BN0558'POST, NOTE, ROD DRIVEN TO REFUSAL.
 BN0558'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BN0558'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BN0558
 BN0558                          STATION RECOVERY (1991)
 BN0558
 BN0558'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0558'RECOVERED IN GOOD CONDITION.
 BN0558
 BN0558                          STATION RECOVERY (1996)
 BN0558
 BN0558'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0558'RECOVERED IN GOOD CONDITION.
 BN0558
 BN0558                          STATION RECOVERY (2004)
 BN0558
 BN0558'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0558'RECOVERED IN GOOD CONDITION.
 BN0558
 BN0558                          STATION RECOVERY (2005)
 BN0558
 BN0558'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0558'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0722 ***********************************************************************
 CB0722  DESIGNATION -  Z 1442
 CB0722  PID         -  CB0722
 CB0722  STATE/COUNTY-  TX/IRION
 CB0722  USGS QUAD   -  NOELKE SW (1987)
 CB0722
 CB0722                         *CURRENT SURVEY CONTROL
 CB0722  ___________________________________________________________________
 CB0722* NAD 83(1986)-  31 07 16.     (N)    100 59 34.     (W)     SCALED    
 CB0722* NAVD 88     -       731.974  (meters)    2401.48   (feet)  ADJUSTED  
 CB0722  ___________________________________________________________________
 CB0722  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CB0722  DYNAMIC HT  -         730.927 (meters)    2398.05  (feet)  COMP
 CB0722  MODELED GRAV-     979,186.7   (mgal)                       NAVD 88
 CB0722
 CB0722  VERT ORDER  -  FIRST     CLASS II
 CB0722
 CB0722.The horizontal coordinates were scaled from a topographic map and have
 CB0722.an estimated accuracy of +/- 6 seconds.
 CB0722
 CB0722.The orthometric height was determined by differential leveling
 CB0722.and adjusted by the National Geodetic Survey in June 1991..
 CB0722
 CB0722.The geoid height was determined by GEOID03.
 CB0722
 CB0722.The dynamic height is computed by dividing the NAVD 88
 CB0722.geopotential number by the normal gravity value computed on the
 CB0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0722.degrees latitude (g = 980.6199 gals.).
 CB0722
 CB0722.The modeled gravity was interpolated from observed gravity values.
 CB0722
 CB0722;                    North         East    Units  Estimated Accuracy
 CB0722;SPC TX C     - 3,161,420.      637,110.      MT  (+/- 180 meters Scaled)
 CB0722
 CB0722                          SUPERSEDED SURVEY CONTROL
 CB0722
 CB0722.No superseded survey control is available for this station.
 CB0722
 CB0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV099447(NAD 83)
 CB0722_MARKER: I = METAL ROD
 CB0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0722_SP_SET: STAINLESS STEEL ROD
 CB0722_STAMPING: Z 1442 1981
 CB0722_MARK LOGO: NGS   
 CB0722_PROJECTION: FLUSH
 CB0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0722_ROD/PIPE-DEPTH: 3.4  meters
 CB0722
 CB0722  HISTORY     - Date     Condition        Report By
 CB0722  HISTORY     - 1981     MONUMENTED       NGS
 CB0722
 CB0722                          STATION DESCRIPTION
 CB0722
 CB0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0722'24.3 KM (15.1 MI) SW FROM MERTZON.
 CB0722'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0722'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0722'67, THENCE 13.2 KM (8.2 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0722'AND SANTA FE RAILROAD, 13.1 METERS (43.0 FT) NORTH-NORTHEAST OF THE
 CB0722'NEAR RAIL, 10.8 METERS (35.4 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 CB0722'DIRT ROAD AND 2.3 METERS (7.5 MI) EAST-SOUTHEAST OF A UTILITY POLE.
 CB0722'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0722'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0471 ***********************************************************************
 AZ0471  DESIGNATION -  Z 1443
 AZ0471  PID         -  AZ0471
 AZ0471  STATE/COUNTY-  TX/VAL VERDE
 AZ0471  USGS QUAD   -  MIERS RANCH (1972)
 AZ0471
 AZ0471                         *CURRENT SURVEY CONTROL
 AZ0471  ___________________________________________________________________
 AZ0471* NAD 83(1986)-  29 44 36.     (N)    100 45 55.     (W)     SCALED    
 AZ0471* NAVD 88     -       582.760  (meters)    1911.94   (feet)  ADJUSTED  
 AZ0471  ___________________________________________________________________
 AZ0471  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 AZ0471  DYNAMIC HT  -         581.894 (meters)    1909.10  (feet)  COMP
 AZ0471  MODELED GRAV-     979,139.1   (mgal)                       NAVD 88
 AZ0471
 AZ0471  VERT ORDER  -  FIRST     CLASS II
 AZ0471
 AZ0471.The horizontal coordinates were scaled from a topographic map and have
 AZ0471.an estimated accuracy of +/- 6 seconds.
 AZ0471
 AZ0471.The orthometric height was determined by differential leveling
 AZ0471.and adjusted by the National Geodetic Survey in June 1991..
 AZ0471
 AZ0471.The geoid height was determined by GEOID03.
 AZ0471
 AZ0471.The dynamic height is computed by dividing the NAVD 88
 AZ0471.geopotential number by the normal gravity value computed on the
 AZ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0471.degrees latitude (g = 980.6199 gals.).
 AZ0471
 AZ0471.The modeled gravity was interpolated from observed gravity values.
 AZ0471
 AZ0471;                    North         East    Units  Estimated Accuracy
 AZ0471;SPC TXSC     - 4,212,970.      429,260.      MT  (+/- 180 meters Scaled)
 AZ0471
 AZ0471                          SUPERSEDED SURVEY CONTROL
 AZ0471
 AZ0471.No superseded survey control is available for this station.
 AZ0471
 AZ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT292916(NAD 83)
 AZ0471_MARKER: DB = BENCH MARK DISK
 AZ0471_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0471_SP_SET: ROCK OUTCROP
 AZ0471_STAMPING: Z 1443 1981
 AZ0471_MARK LOGO: NGS   
 AZ0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0471+STABILITY: POSITION/ELEVATION WELL
 AZ0471
 AZ0471  HISTORY     - Date     Condition        Report By
 AZ0471  HISTORY     - 1981     MONUMENTED       NGS
 AZ0471  HISTORY     - 19990525 GOOD             USPSQD
 AZ0471
 AZ0471                          STATION DESCRIPTION
 AZ0471
 AZ0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0471'42.0 KM (26.1 MI) NE FROM DEL RIO.
 AZ0471'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0471'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE 6.3
 AZ0471'KM (3.9 MI) NORTHEAST ALONG U.S. HIGHWAY 377, IN A 3 BY 4 FT EXPOSED
 AZ0471'AREA OF OUTCROPPING BEDROCK, 34.4 METERS (112.9 FT) NORTHWEST OF THE
 AZ0471'CENTERLINE OF THE HIGHWAY, 9.3 METERS (30.5 FT) SOUTHWEST OF THE
 AZ0471'CENTER OF A GRAVELED ROAD LEADING NORTHWEST AND 7.7 METERS (25.3 FT)
 AZ0471'SOUTH OF THE CENTER OF THE SOUTHWEST END OF A CATTLE GUARD.
 AZ0471'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 AZ0471'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 AZ0471
 AZ0471                          STATION RECOVERY (1999)
 AZ0471
 AZ0471'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0408 ***********************************************************************
 BO0408  DESIGNATION -  Z 1444
 BO0408  PID         -  BO0408
 BO0408  STATE/COUNTY-  TX/EDWARDS
 BO0408  USGS QUAD   -  RAY LAKE SE (1987)
 BO0408
 BO0408                         *CURRENT SURVEY CONTROL
 BO0408  ___________________________________________________________________
 BO0408* NAD 83(1986)-  30 00 18.     (N)    100 18 27.     (W)     SCALED    
 BO0408* NAVD 88     -       674.891  (meters)    2214.20   (feet)  ADJUSTED  
 BO0408  ___________________________________________________________________
 BO0408  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 BO0408  DYNAMIC HT  -         673.886 (meters)    2210.91  (feet)  COMP
 BO0408  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 BO0408
 BO0408  VERT ORDER  -  FIRST     CLASS II
 BO0408
 BO0408.The horizontal coordinates were scaled from a topographic map and have
 BO0408.an estimated accuracy of +/- 6 seconds.
 BO0408
 BO0408.The orthometric height was determined by differential leveling
 BO0408.and adjusted by the National Geodetic Survey in June 1991..
 BO0408
 BO0408.The geoid height was determined by GEOID03.
 BO0408
 BO0408.The dynamic height is computed by dividing the NAVD 88
 BO0408.geopotential number by the normal gravity value computed on the
 BO0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0408.degrees latitude (g = 980.6199 gals.).
 BO0408
 BO0408.The modeled gravity was interpolated from observed gravity values.
 BO0408
 BO0408;                    North         East    Units  Estimated Accuracy
 BO0408;SPC TXSC     - 4,241,390.      473,860.      MT  (+/- 180 meters Scaled)
 BO0408
 BO0408                          SUPERSEDED SURVEY CONTROL
 BO0408
 BO0408.No superseded survey control is available for this station.
 BO0408
 BO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU738200(NAD 83)
 BO0408_MARKER: DB = BENCH MARK DISK
 BO0408_SETTING: 66 = SET IN ROCK OUTCROP
 BO0408_SP_SET: ROCK OUTCROP
 BO0408_STAMPING: Z 1444 1981
 BO0408_MARK LOGO: NGS   
 BO0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0408+STABILITY: POSITION/ELEVATION WELL
 BO0408
 BO0408  HISTORY     - Date     Condition        Report By
 BO0408  HISTORY     - 1981     MONUMENTED       NGS
 BO0408
 BO0408                          STATION DESCRIPTION
 BO0408
 BO0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0408'10.4 KM (6.45 MI) SW FROM ROCKSPRINGS.
 BO0408'10.4 KM (6.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0408'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 2 BY 4 FT EXPOSED
 BO0408'AREA OF OUTCROPPING BEDROCK, 0.7 KM (0.45 MI) EAST OF A SIDE ROAD
 BO0408'LEADING NORTHEAST, 50.1 METERS (164.4 FT) NORTHEAST OF A UTILITY POLE
 BO0408'AND POWERLINE CROSSING, 14.4 METERS (47.2 FT) SOUTH-SOUTHEAST OF THE
 BO0408'CENTERLINE OF THE HIGHWAY AND 5.3 METERS (17.4 FT) NORTH-NORTHWEST OF
 BO0408'A FENCE.
 BO0408'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 BO0408'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0881 ***********************************************************************
 CA0881  DESIGNATION -  Z 1445
 CA0881  PID         -  CA0881
 CA0881  STATE/COUNTY-  TX/COLEMAN
 CA0881  USGS QUAD   -  COLEMAN (1987)
 CA0881
 CA0881                         *CURRENT SURVEY CONTROL
 CA0881  ___________________________________________________________________
 CA0881* NAD 83(1986)-  31 52 17.     (N)    099 27 32.     (W)     SCALED    
 CA0881* NAVD 88     -       547.745  (meters)    1797.06   (feet)  ADJUSTED  
 CA0881  ___________________________________________________________________
 CA0881  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CA0881  DYNAMIC HT  -         547.021 (meters)    1794.68  (feet)  COMP
 CA0881  MODELED GRAV-     979,299.9   (mgal)                       NAVD 88
 CA0881
 CA0881  VERT ORDER  -  FIRST     CLASS II
 CA0881
 CA0881.The horizontal coordinates were scaled from a topographic map and have
 CA0881.an estimated accuracy of +/- 6 seconds.
 CA0881
 CA0881.The orthometric height was determined by differential leveling
 CA0881.and adjusted by the National Geodetic Survey in June 1991..
 CA0881
 CA0881.The geoid height was determined by GEOID03.
 CA0881
 CA0881.The dynamic height is computed by dividing the NAVD 88
 CA0881.geopotential number by the normal gravity value computed on the
 CA0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0881.degrees latitude (g = 980.6199 gals.).
 CA0881
 CA0881.The modeled gravity was interpolated from observed gravity values.
 CA0881
 CA0881;                    North         East    Units  Estimated Accuracy
 CA0881;SPC TX C     - 3,244,740.      782,740.      MT  (+/- 180 meters Scaled)
 CA0881
 CA0881                          SUPERSEDED SURVEY CONTROL
 CA0881
 CA0881.No superseded survey control is available for this station.
 CA0881
 CA0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA565262(NAD 83)
 CA0881_MARKER: I = METAL ROD
 CA0881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0881_SP_SET: STAINLESS STEEL ROD
 CA0881_STAMPING: Z 1445 1982
 CA0881_MARK LOGO: NGS   
 CA0881_PROJECTION: FLUSH
 CA0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0881+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0881_ROD/PIPE-DEPTH: 3.4  meters
 CA0881
 CA0881  HISTORY     - Date     Condition        Report By
 CA0881  HISTORY     - 1982     MONUMENTED       NGS
 CA0881  HISTORY     - 20060320 GOOD             USPSQD
 CA0881
 CA0881                          STATION DESCRIPTION
 CA0881
 CA0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0881'3.9 KM (2.4 MI) NW FROM COLEMAN.
 CA0881'3.9 KM (2.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CA0881'WITH U.S. HIGHWAY 283 AT THE NORTH EDGE OF COLEMAN, 0.3 KM (0.2 MI)
 CA0881'NORTHWEST OF A SIDE ROAD LEADING WEST, 18.3 METERS (60.0 FT) SOUTHWEST
 CA0881'OF THE CENTERLINE OF THE HIGHWAY AND 1.5 METERS (4.9 FT) SOUTHEAST OF
 CA0881'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0881'LOGO CAP.
 CA0881'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0881'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CA0881
 CA0881                          STATION RECOVERY (2006)
 CA0881
 CA0881'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0881'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0881' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0735 ***********************************************************************
 CB0735  DESIGNATION -  Z 1446
 CB0735  PID         -  CB0735
 CB0735  STATE/COUNTY-  TX/IRION
 CB0735  USGS QUAD   -  MERTZON (1987)
 CB0735
 CB0735                         *CURRENT SURVEY CONTROL
 CB0735  ___________________________________________________________________
 CB0735* NAD 83(1986)-  31 19 01.     (N)    100 46 43.     (W)     SCALED    
 CB0735* NAVD 88     -       646.627  (meters)    2121.48   (feet)  ADJUSTED  
 CB0735  ___________________________________________________________________
 CB0735  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CB0735  DYNAMIC HT  -         645.725 (meters)    2118.52  (feet)  COMP
 CB0735  MODELED GRAV-     979,224.8   (mgal)                       NAVD 88
 CB0735
 CB0735  VERT ORDER  -  FIRST     CLASS II
 CB0735
 CB0735.The horizontal coordinates were scaled from a topographic map and have
 CB0735.an estimated accuracy of +/- 6 seconds.
 CB0735
 CB0735.The orthometric height was determined by differential leveling
 CB0735.and adjusted by the National Geodetic Survey in June 1991..
 CB0735
 CB0735.The geoid height was determined by GEOID03.
 CB0735
 CB0735.The dynamic height is computed by dividing the NAVD 88
 CB0735.geopotential number by the normal gravity value computed on the
 CB0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0735.degrees latitude (g = 980.6199 gals.).
 CB0735
 CB0735.The modeled gravity was interpolated from observed gravity values.
 CB0735
 CB0735;                    North         East    Units  Estimated Accuracy
 CB0735;SPC TX C     - 3,183,030.      657,620.      MT  (+/- 180 meters Scaled)
 CB0735
 CB0735                          SUPERSEDED SURVEY CONTROL
 CB0735
 CB0735.No superseded survey control is available for this station.
 CB0735
 CB0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV307660(NAD 83)
 CB0735_MARKER: I = METAL ROD
 CB0735_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0735+WITH SETTING: INFORMATION.
 CB0735_SP_SET: SHALLOW SET METAL ROD
 CB0735_STAMPING: Z 1446 1981
 CB0735_MARK LOGO: NGS   
 CB0735_PROJECTION: FLUSH
 CB0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0735_ROD/PIPE-DEPTH: 2.4  meters
 CB0735
 CB0735  HISTORY     - Date     Condition        Report By
 CB0735  HISTORY     - 1981     MONUMENTED       NGS
 CB0735
 CB0735                          STATION DESCRIPTION
 CB0735
 CB0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0735'7.95 KM (4.95 MI) NE FROM MERTZON.
 CB0735'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0735'MERTZON, THENCE 7.85 KM (4.9 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 67,
 CB0735'0.2 KM (0.1 MI) NORTHEAST OF A GRAVELED ROAD LEADING SOUTH, 17.8
 CB0735'METERS (58.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.1
 CB0735'METERS (39.7 FT) NORTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA
 CB0735'AND SANTA FE RAILROAD AND 0.7 METER (2.3 FT) SOUTHEAST OF A UTILITY
 CB0735'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0735'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CB0735'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0490 ***********************************************************************
 BN0490  DESIGNATION -  Z 1447
 BN0490  PID         -  BN0490
 BN0490  STATE/COUNTY-  TX/MCCULLOCH
 BN0490  USGS QUAD   -  ROBBERS ROOST (1970)
 BN0490
 BN0490                         *CURRENT SURVEY CONTROL
 BN0490  ___________________________________________________________________
 BN0490* NAD 83(1986)-  30 58 55.     (N)    099 36 08.     (W)     SCALED    
 BN0490* NAVD 88     -       596.278  (meters)    1956.29   (feet)  ADJUSTED  
 BN0490  ___________________________________________________________________
 BN0490  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 BN0490  DYNAMIC HT  -         595.455 (meters)    1953.59  (feet)  COMP
 BN0490  MODELED GRAV-     979,241.5   (mgal)                       NAVD 88
 BN0490
 BN0490  VERT ORDER  -  FIRST     CLASS II
 BN0490
 BN0490.The horizontal coordinates were scaled from a topographic map and have
 BN0490.an estimated accuracy of +/- 6 seconds.
 BN0490
 BN0490.The orthometric height was determined by differential leveling
 BN0490.and adjusted by the National Geodetic Survey in June 1991..
 BN0490
 BN0490.The geoid height was determined by GEOID03.
 BN0490
 BN0490.The dynamic height is computed by dividing the NAVD 88
 BN0490.geopotential number by the normal gravity value computed on the
 BN0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0490.degrees latitude (g = 980.6199 gals.).
 BN0490
 BN0490.The modeled gravity was interpolated from observed gravity values.
 BN0490
 BN0490;                    North         East    Units  Estimated Accuracy
 BN0490;SPC TX C     - 3,146,030.      769,830.      MT  (+/- 180 meters Scaled)
 BN0490
 BN0490                          SUPERSEDED SURVEY CONTROL
 BN0490
 BN0490.No superseded survey control is available for this station.
 BN0490
 BN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV424277(NAD 83)
 BN0490_MARKER: DB = BENCH MARK DISK
 BN0490_SETTING: 66 = SET IN ROCK OUTCROP
 BN0490_SP_SET: ROCK OUTCROP
 BN0490_STAMPING: Z 1447 1981
 BN0490_MARK LOGO: NGS   
 BN0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0490+STABILITY: POSITION/ELEVATION WELL
 BN0490
 BN0490  HISTORY     - Date     Condition        Report By
 BN0490  HISTORY     - 1981     MONUMENTED       NGS
 BN0490  HISTORY     - 19970709 MARK NOT FOUND   USPSQD
 BN0490
 BN0490                          STATION DESCRIPTION
 BN0490
 BN0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0490'18.0 KM (11.2 MI) NE FROM MENARD.
 BN0490'18.0 KM (11.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0490'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, IN THE
 BN0490'CENTER OF A 10 BY 50 FT EXPOSED AREA OF OUTCROPPING BEDROCK ALONG A
 BN0490'DRY STREAM BED, 42.7 METERS (140.1 FT) WEST-NORTHWEST OF THE NORTHWEST
 BN0490'CORNER OF THE BRIDGE OVER CALF CREEK, 38.4 METERS (126.0 FT) NORTHWEST
 BN0490'OF THE CENTERLINE OF THE HIGHWAY, 22.3 METERS (73.2 FT) NORTH OF
 BN0490'UTILITY POLE NUMBER 11-55, 8.1 METERS (26.6 FT) NORTHWEST OF A FENCE
 BN0490'AND 0.9 METER (3.0 FT) SOUTH OF THE EDGE OF A LEDGE.
 BN0490'THE MARK IS 8.1 METERS  NW FROM A WITNESS POST.
 BN0490'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0490
 BN0490                          STATION RECOVERY (1997)
 BN0490
 BN0490'RECOVERY NOTE BY US POWER SQUADRON 1997
 BN0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0468 ***********************************************************************
 BN0468  DESIGNATION -  Z 1448
 BN0468  PID         -  BN0468
 BN0468  STATE/COUNTY-  TX/MENARD
 BN0468  USGS QUAD   -  SPOON DRAW (1970)
 BN0468
 BN0468                         *CURRENT SURVEY CONTROL
 BN0468  ___________________________________________________________________
 BN0468* NAD 83(1986)-  30 49 40.     (N)    099 45 56.     (W)     SCALED    
 BN0468* NAVD 88     -       632.847  (meters)    2076.27   (feet)  ADJUSTED  
 BN0468  ___________________________________________________________________
 BN0468  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 BN0468  DYNAMIC HT  -         631.958 (meters)    2073.35  (feet)  COMP
 BN0468  MODELED GRAV-     979,215.0   (mgal)                       NAVD 88
 BN0468
 BN0468  VERT ORDER  -  FIRST     CLASS II
 BN0468
 BN0468.The horizontal coordinates were scaled from a topographic map and have
 BN0468.an estimated accuracy of +/- 6 seconds.
 BN0468
 BN0468.The orthometric height was determined by differential leveling
 BN0468.and adjusted by the National Geodetic Survey in June 1991..
 BN0468
 BN0468.The geoid height was determined by GEOID03.
 BN0468
 BN0468.The dynamic height is computed by dividing the NAVD 88
 BN0468.geopotential number by the normal gravity value computed on the
 BN0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0468.degrees latitude (g = 980.6199 gals.).
 BN0468
 BN0468.The modeled gravity was interpolated from observed gravity values.
 BN0468
 BN0468;                    North         East    Units  Estimated Accuracy
 BN0468;SPC TX C     - 3,128,850.      754,320.      MT  (+/- 180 meters Scaled)
 BN0468
 BN0468                          SUPERSEDED SURVEY CONTROL
 BN0468
 BN0468.No superseded survey control is available for this station.
 BN0468
 BN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV267107(NAD 83)
 BN0468_MARKER: I = METAL ROD
 BN0468_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0468+WITH SETTING: INFORMATION.
 BN0468_SP_SET: SHALLOW SET METAL ROD
 BN0468_STAMPING: Z 1448 1981
 BN0468_MARK LOGO: NGS   
 BN0468_PROJECTION: FLUSH
 BN0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0468_ROD/PIPE-DEPTH: 1.5  meters
 BN0468
 BN0468  HISTORY     - Date     Condition        Report By
 BN0468  HISTORY     - 1981     MONUMENTED       NGS
 BN0468  HISTORY     - 1991     GOOD             USPSQD
 BN0468  HISTORY     - 19960806 GOOD             USPSQD
 BN0468
 BN0468                          STATION DESCRIPTION
 BN0468
 BN0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0468'13.2 KM (8.2 MI) SOUTH FROM MENARD.
 BN0468'13.2 KM (8.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0468'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, AT A PRIVATE ROAD
 BN0468'LEADING EAST, AT A T-FENCE CORNER, 36.5 METERS (119.8 FT)
 BN0468'NORTH-NORTHWEST OF THE NORTHWEST END OF A MULTI-BOX CULVERT, 15.3
 BN0468'METERS (50.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 2.2 METERS
 BN0468'(7.2 FT) SOUTH OF UTILITY POLE NUMBER 3-145.  NOTE=REFUSAL WAS REACHED
 BN0468'AT 5.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0468'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 BN0468'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BN0468
 BN0468                          STATION RECOVERY (1991)
 BN0468
 BN0468'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0468'RECOVERED IN GOOD CONDITION.
 BN0468
 BN0468                          STATION RECOVERY (1996)
 BN0468
 BN0468'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0442 ***********************************************************************
 BN0442  DESIGNATION -  Z 1449
 BN0442  PID         -  BN0442
 BN0442  STATE/COUNTY-  TX/KIMBLE
 BN0442  USGS QUAD   -  ELM SLOUGH (1987)
 BN0442
 BN0442                         *CURRENT SURVEY CONTROL
 BN0442  ___________________________________________________________________
 BN0442* NAD 83(1986)-  30 30 35.     (N)    099 46 00.     (W)     SCALED    
 BN0442* NAVD 88     -       519.656  (meters)    1704.90   (feet)  ADJUSTED  
 BN0442  ___________________________________________________________________
 BN0442  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BN0442  DYNAMIC HT  -         518.922 (meters)    1702.50  (feet)  COMP
 BN0442  MODELED GRAV-     979,213.0   (mgal)                       NAVD 88
 BN0442
 BN0442  VERT ORDER  -  FIRST     CLASS II
 BN0442
 BN0442.This mark is at Kimble Co (JCT) Airport (JCT)
 BN0442
 BN0442.The horizontal coordinates were scaled from a topographic map and have
 BN0442.an estimated accuracy of +/- 6 seconds.
 BN0442
 BN0442.The orthometric height was determined by differential leveling
 BN0442.and adjusted by the National Geodetic Survey in June 1991..
 BN0442
 BN0442.The geoid height was determined by GEOID03.
 BN0442
 BN0442.The dynamic height is computed by dividing the NAVD 88
 BN0442.geopotential number by the normal gravity value computed on the
 BN0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0442.degrees latitude (g = 980.6199 gals.).
 BN0442
 BN0442.The modeled gravity was interpolated from observed gravity values.
 BN0442
 BN0442;                    North         East    Units  Estimated Accuracy
 BN0442;SPC TX C     - 3,093,600.      754,390.      MT  (+/- 180 meters Scaled)
 BN0442
 BN0442                          SUPERSEDED SURVEY CONTROL
 BN0442
 BN0442.No superseded survey control is available for this station.
 BN0442
 BN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU264755(NAD 83)
 BN0442_MARKER: I = METAL ROD
 BN0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0442_SP_SET: STAINLESS STEEL ROD
 BN0442_STAMPING: Z 1449 1982
 BN0442_MARK LOGO: NGS   
 BN0442_PROJECTION: FLUSH
 BN0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0442_ROD/PIPE-DEPTH: 8.5  meters
 BN0442
 BN0442  HISTORY     - Date     Condition        Report By
 BN0442  HISTORY     - 1982     MONUMENTED       NGS
 BN0442  HISTORY     - 1990     GOOD             USPSQD
 BN0442  HISTORY     - 1991     GOOD             USPSQD
 BN0442  HISTORY     - 19950805 GOOD             USPSQD
 BN0442
 BN0442                          STATION DESCRIPTION
 BN0442
 BN0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0442'4.1 KM (2.55 MI) NORTH FROM JUNCTION.
 BN0442'3.5 KM (2.2 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH
 BN0442'U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, THENCE 0.6 KM
 BN0442'(0.35 MI) SOUTHEAST ALONG A PAVED ROAD LEADING TO THE KIMBLE COUNTY
 BN0442'AIRPORT, AT A POWERLINE CROSSING, 48.9 METERS (160.4 FT) WEST OF THE
 BN0442'NORTHWEST CORNER OF AN AIRPLANE HANGAR, 14.5 METERS (47.6 FT)
 BN0442'SOUTHWEST OF THE CENTER OF THE ROAD, 9.1 METERS (29.9 FT)
 BN0442'WEST-SOUTHWEST OF THE CENTER OF A CULVERT AND 1.0 METER (3.3 FT)
 BN0442'NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 BN0442'THROUGH A 5-INCH LOGO CAP.
 BN0442'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BN0442'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BN0442
 BN0442                          STATION RECOVERY (1990)
 BN0442
 BN0442'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0442'RECOVERED IN GOOD CONDITION.
 BN0442
 BN0442                          STATION RECOVERY (1991)
 BN0442
 BN0442'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0442'RECOVERED IN GOOD CONDITION.
 BN0442
 BN0442                          STATION RECOVERY (1995)
 BN0442
 BN0442'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0352 ***********************************************************************
 CD0352  DESIGNATION -  Z 145
 CD0352  PID         -  CD0352
 CD0352  STATE/COUNTY-  TX/CULBERSON
 CD0352  USGS QUAD   -  SIX BAR RANCH (1973)
 CD0352
 CD0352                         *CURRENT SURVEY CONTROL
 CD0352  ___________________________________________________________________
 CD0352* NAD 83(1986)-  31 41 42.     (N)    104 51 47.     (W)     SCALED    
 CD0352* NAVD 88     -      1191.269  (meters)    3908.36   (feet)  ADJUSTED  
 CD0352  ___________________________________________________________________
 CD0352  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CD0352  DYNAMIC HT  -        1189.453 (meters)    3902.40  (feet)  COMP
 CD0352  MODELED GRAV-     979,075.1   (mgal)                       NAVD 88
 CD0352
 CD0352  VERT ORDER  -  SECOND    CLASS 0
 CD0352
 CD0352.The horizontal coordinates were scaled from a topographic map and have
 CD0352.an estimated accuracy of +/- 6 seconds.
 CD0352
 CD0352.The orthometric height was determined by differential leveling
 CD0352.and adjusted by the National Geodetic Survey in June 1991..
 CD0352
 CD0352.The geoid height was determined by GEOID03.
 CD0352
 CD0352.The dynamic height is computed by dividing the NAVD 88
 CD0352.geopotential number by the normal gravity value computed on the
 CD0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0352.degrees latitude (g = 980.6199 gals.).
 CD0352
 CD0352.The modeled gravity was interpolated from observed gravity values.
 CD0352
 CD0352;                    North         East    Units  Estimated Accuracy
 CD0352;SPC TX C     - 3,233,600.      270,700.      MT  (+/- 180 meters Scaled)
 CD0352
 CD0352                          SUPERSEDED SURVEY CONTROL
 CD0352
 CD0352  NGVD 29 (??/??/92) 1190.730  (m)         3906.59   (f) ADJ UNCH    2 0
 CD0352
 CD0352.Superseded values are not recommended for survey control.
 CD0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0352.See file dsdata.txt to determine how the superseded data were derived.
 CD0352
 CD0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER129066(NAD 83)
 CD0352_MARKER: DB = BENCH MARK DISK
 CD0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0352_SP_SET: WALL
 CD0352_STAMPING: Z 145 1939
 CD0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0352
 CD0352  HISTORY     - Date     Condition        Report By
 CD0352  HISTORY     - 1939     MONUMENTED       CGS
 CD0352  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0352
 CD0352                          STATION DESCRIPTION
 CD0352
 CD0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CD0352'49.4 MI N FROM VAN HORN.
 CD0352'49.4 MILES NORTH BY HIGHWAY.  ALONG STATE HIGHWAY NO. 54.  300 FEET
 CD0352'NORTHEAST OF A CURVE IN THE ROAD. 50 FEET EAST OF CENTER-LINE OF ROAD.
 CD0352'30 FEET SOUTH OF CENTER-LINE OF CREEK. SET IN SOUTH WALL OF ROUGH
 CD0352'CONCRETE ABOUT 12 FEET EAST OF AN ANGLE IN THE WALL WHERE THE STONE
 CD0352'SECTION OF WALL ENDS.
 CD0352
 CD0352                          STATION RECOVERY (1958)
 CD0352
 CD0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0825 ***********************************************************************
 CT0825  DESIGNATION -  Z 1450
 CT0825  PID         -  CT0825
 CT0825  STATE/COUNTY-  TX/TAYLOR
 CT0825  USGS QUAD   -  TUSCOLA (1967)
 CT0825
 CT0825                         *CURRENT SURVEY CONTROL
 CT0825  ___________________________________________________________________
 CT0825* NAD 83(1986)-  32 13 13.     (N)    099 45 12.     (W)     SCALED    
 CT0825* NAVD 88     -       607.107  (meters)    1991.82   (feet)  ADJUSTED  
 CT0825  ___________________________________________________________________
 CT0825  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CT0825  DYNAMIC HT  -         606.311 (meters)    1989.21  (feet)  COMP
 CT0825  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 CT0825
 CT0825  VERT ORDER  -  FIRST     CLASS II
 CT0825
 CT0825.The horizontal coordinates were scaled from a topographic map and have
 CT0825.an estimated accuracy of +/- 6 seconds.
 CT0825
 CT0825.The orthometric height was determined by differential leveling
 CT0825.and adjusted by the National Geodetic Survey in June 1991..
 CT0825
 CT0825.The geoid height was determined by GEOID03.
 CT0825
 CT0825.The dynamic height is computed by dividing the NAVD 88
 CT0825.geopotential number by the normal gravity value computed on the
 CT0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0825.degrees latitude (g = 980.6199 gals.).
 CT0825
 CT0825.The modeled gravity was interpolated from observed gravity values.
 CT0825
 CT0825;                    North         East    Units  Estimated Accuracy
 CT0825;SPC TXNC     - 2,062,100.      481,860.      MT  (+/- 180 meters Scaled)
 CT0825
 CT0825                          SUPERSEDED SURVEY CONTROL
 CT0825
 CT0825.No superseded survey control is available for this station.
 CT0825
 CT0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA290651(NAD 83)
 CT0825_MARKER: I = METAL ROD
 CT0825_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0825_SP_SET: STAINLESS STEEL ROD
 CT0825_STAMPING: Z 1450 1982
 CT0825_MARK LOGO: NGS   
 CT0825_PROJECTION: FLUSH
 CT0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0825_ROD/PIPE-DEPTH: 3.7  meters
 CT0825
 CT0825  HISTORY     - Date     Condition        Report By
 CT0825  HISTORY     - 1982     MONUMENTED       NGS
 CT0825  HISTORY     - 19940706 GOOD             USPSQD
 CT0825
 CT0825                          STATION DESCRIPTION
 CT0825
 CT0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0825'9.7 KM (6.0 MI) NW FROM LAWN.
 CT0825'9.7 KM (6.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0825'WITH FARM ROAD 604 IN LAWN, IN THE NORTHEAST ANGLE OF AN INTERSECTION,
 CT0825'45.6 METERS (149.6 FT) NORTH-NORTHWEST OF THE CENTER OF A ROAD LEADING
 CT0825'EAST, 18.1 METERS (59.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 CT0825'AND 14.1 METERS (46.3 FT) NORTH-NORTHEAST OF THE NORTHEAST END OF A
 CT0825'BOX CULVERT.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CT0825'CAP.
 CT0825'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CT0825'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0825
 CT0825                          STATION RECOVERY (1994)
 CT0825
 CT0825'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0678 ***********************************************************************
 CC0678  DESIGNATION -  Z 1451
 CC0678  PID         -  CC0678
 CC0678  STATE/COUNTY-  TX/MIDLAND
 CC0678  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0678
 CC0678                         *CURRENT SURVEY CONTROL
 CC0678  ___________________________________________________________________
 CC0678* NAD 83(1986)-  31 55 14.     (N)    102 13 12.     (W)     SCALED    
 CC0678* NAVD 88     -       876.386  (meters)    2875.28   (feet)  ADJUSTED  
 CC0678  ___________________________________________________________________
 CC0678  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CC0678  DYNAMIC HT  -         875.146 (meters)    2871.21  (feet)  COMP
 CC0678  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 CC0678
 CC0678  VERT ORDER  -  FIRST     CLASS II
 CC0678
 CC0678.The horizontal coordinates were scaled from a topographic map and have
 CC0678.an estimated accuracy of +/- 6 seconds.
 CC0678
 CC0678.The orthometric height was determined by differential leveling
 CC0678.and adjusted by the National Geodetic Survey in June 1991..
 CC0678
 CC0678.The geoid height was determined by GEOID03.
 CC0678
 CC0678.The dynamic height is computed by dividing the NAVD 88
 CC0678.geopotential number by the normal gravity value computed on the
 CC0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0678.degrees latitude (g = 980.6199 gals.).
 CC0678
 CC0678.The modeled gravity was interpolated from observed gravity values.
 CC0678
 CC0678;                    North         East    Units  Estimated Accuracy
 CC0678;SPC TX C     - 3,251,380.      521,580.      MT  (+/- 180 meters Scaled)
 CC0678
 CC0678                          SUPERSEDED SURVEY CONTROL
 CC0678
 CC0678.No superseded survey control is available for this station.
 CC0678
 CC0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR628350(NAD 83)
 CC0678_MARKER: DB = BENCH MARK DISK
 CC0678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0678_SP_SET: ABUTMENT
 CC0678_STAMPING: Z 1451 1982
 CC0678_MARK LOGO: NGS   
 CC0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0678
 CC0678  HISTORY     - Date     Condition        Report By
 CC0678  HISTORY     - 1982     MONUMENTED       NGS
 CC0678
 CC0678                          STATION DESCRIPTION
 CC0678
 CC0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0678'16.4 KM (10.2 MI) NE FROM ODESSA.
 CC0678'16.4 KM (10.2 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0678'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, OR 16.3 KM (10.1
 CC0678'MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CC0678'OFFICE IN MIDLAND, 0.2 KM (0.1 MI) SOUTHWEST OF FARM ROAD 1788
 CC0678'OVERPASS, IN TOP OF THE SOUTHEAST ABUTMENT OF A BRIDGE OVER U.S.
 CC0678'HIGHWAY 80, 45.4 METERS (148.9 FT) NORTHEAST OF THE NEAR RAIL, 9.4
 CC0678'METERS (30.8 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD, 6.9 METERS
 CC0678'(22.6 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD AND 2.8 METERS (9.3
 CC0678'FT) EAST-SOUTHEAST OF A UTILITY POLE.
 CC0678'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0807 ***********************************************************************
 CU0807  DESIGNATION -  Z 1452
 CU0807  PID         -  CU0807
 CU0807  STATE/COUNTY-  TX/HOWARD
 CU0807  USGS QUAD   -  ELBOW (1978)
 CU0807
 CU0807                         *CURRENT SURVEY CONTROL
 CU0807  ___________________________________________________________________
 CU0807* NAD 83(1986)-  32 11 59.     (N)    101 36 23.     (W)     SCALED    
 CU0807* NAVD 88     -       751.264  (meters)    2464.77   (feet)  ADJUSTED  
 CU0807  ___________________________________________________________________
 CU0807  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CU0807  DYNAMIC HT  -         750.233 (meters)    2461.39  (feet)  COMP
 CU0807  MODELED GRAV-     979,241.7   (mgal)                       NAVD 88
 CU0807
 CU0807  VERT ORDER  -  FIRST     CLASS II
 CU0807
 CU0807.The horizontal coordinates were scaled from a topographic map and have
 CU0807.an estimated accuracy of +/- 6 seconds.
 CU0807
 CU0807.The orthometric height was determined by differential leveling
 CU0807.and adjusted by the National Geodetic Survey in June 1991..
 CU0807
 CU0807.The geoid height was determined by GEOID03.
 CU0807
 CU0807.The dynamic height is computed by dividing the NAVD 88
 CU0807.geopotential number by the normal gravity value computed on the
 CU0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0807.degrees latitude (g = 980.6199 gals.).
 CU0807
 CU0807.The modeled gravity was interpolated from observed gravity values.
 CU0807
 CU0807;                    North         East    Units  Estimated Accuracy
 CU0807;SPC TXNC     - 2,063,440.      307,150.      MT  (+/- 180 meters Scaled)
 CU0807
 CU0807                          SUPERSEDED SURVEY CONTROL
 CU0807
 CU0807.No superseded survey control is available for this station.
 CU0807
 CU0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA543655(NAD 83)
 CU0807_MARKER: I = METAL ROD
 CU0807_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0807+WITH SETTING: INFORMATION.
 CU0807_SP_SET: SHALLOW SET METAL ROD
 CU0807_STAMPING: Z 1452 1982
 CU0807_MARK LOGO: NGS   
 CU0807_PROJECTION: FLUSH
 CU0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0807_ROD/PIPE-DEPTH: 2.4  meters
 CU0807
 CU0807  HISTORY     - Date     Condition        Report By
 CU0807  HISTORY     - 1982     MONUMENTED       NGS
 CU0807
 CU0807                          STATION DESCRIPTION
 CU0807
 CU0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0807'13.8 KM (8.55 MI) SW FROM BIG SPRING.
 CU0807'13.8 KM (8.55 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0807'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, 0.2 KM (0.1 MI) NORTHEAST
 CU0807'OF A SIDE ROAD LEADING SOUTHWEST, 31.1 METERS (102.0 FT) SOUTHEAST OF
 CU0807'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND 9.1 METERS
 CU0807'(29.9 FT) SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD.  NOTE=REFUSAL
 CU0807'WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CU0807'LOGO CAP.
 CU0807'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CU0807'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0782 ***********************************************************************
 CU0782  DESIGNATION -  Z 1453
 CU0782  PID         -  CU0782
 CU0782  STATE/COUNTY-  TX/HOWARD
 CU0782  USGS QUAD   -  IATAN (1978)
 CU0782
 CU0782                         *CURRENT SURVEY CONTROL
 CU0782  ___________________________________________________________________
 CU0782* NAD 83(1986)-  32 18 41.     (N)    101 13 01.     (W)     SCALED    
 CU0782* NAVD 88     -       712.175  (meters)    2336.53   (feet)  ADJUSTED  
 CU0782  ___________________________________________________________________
 CU0782  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CU0782  DYNAMIC HT  -         711.214 (meters)    2333.37  (feet)  COMP
 CU0782  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 CU0782
 CU0782  VERT ORDER  -  FIRST     CLASS II
 CU0782
 CU0782.The horizontal coordinates were scaled from a topographic map and have
 CU0782.an estimated accuracy of +/- 6 seconds.
 CU0782
 CU0782.The orthometric height was determined by differential leveling
 CU0782.and adjusted by the National Geodetic Survey in June 1991..
 CU0782
 CU0782.The geoid height was determined by GEOID03.
 CU0782
 CU0782.The dynamic height is computed by dividing the NAVD 88
 CU0782.geopotential number by the normal gravity value computed on the
 CU0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0782.degrees latitude (g = 980.6199 gals.).
 CU0782
 CU0782.The modeled gravity was interpolated from observed gravity values.
 CU0782
 CU0782;                    North         East    Units  Estimated Accuracy
 CU0782;SPC TXNC     - 2,074,800.      344,180.      MT  (+/- 180 meters Scaled)
 CU0782
 CU0782                          SUPERSEDED SURVEY CONTROL
 CU0782
 CU0782.No superseded survey control is available for this station.
 CU0782
 CU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA912771(NAD 83)
 CU0782_MARKER: DB = BENCH MARK DISK
 CU0782_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CU0782_SP_SET: RETAINING WALL
 CU0782_STAMPING: Z 1453 1982
 CU0782_MARK LOGO: NGS   
 CU0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0782
 CU0782  HISTORY     - Date     Condition        Report By
 CU0782  HISTORY     - 1982     MONUMENTED       NGS
 CU0782
 CU0782                          STATION DESCRIPTION
 CU0782
 CU0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0782'27.1 KM (16.85 MI) NE FROM BIG SPRING.
 CU0782'27.1 KM (16.85 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0782'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, IN TOP OF AND 0.3 METER
 CU0782'(1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE
 CU0782'RETAINING WALL OF THE EAST HOWARD FIELD ROAD OVERPASS AND 4.9 METERS
 CU0782'(16.0 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD.
 CU0782'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0811 ***********************************************************************
 CA0811  DESIGNATION -  Z 1454
 CA0811  PID         -  CA0811
 CA0811  STATE/COUNTY-  TX/MCCULLOCH
 CA0811  USGS QUAD   -  BRADY NORTH (1987)
 CA0811
 CA0811                         *CURRENT SURVEY CONTROL
 CA0811  ___________________________________________________________________
 CA0811* NAD 83(1986)-  31 13 57.     (N)    099 17 12.     (W)     SCALED    
 CA0811* NAVD 88     -       576.021  (meters)    1889.83   (feet)  ADJUSTED  
 CA0811  ___________________________________________________________________
 CA0811  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CA0811  DYNAMIC HT  -         575.241 (meters)    1887.27  (feet)  COMP
 CA0811  MODELED GRAV-     979,268.2   (mgal)                       NAVD 88
 CA0811
 CA0811  VERT ORDER  -  FIRST     CLASS II
 CA0811
 CA0811.The horizontal coordinates were scaled from a topographic map and have
 CA0811.an estimated accuracy of +/- 6 seconds.
 CA0811
 CA0811.The orthometric height was determined by differential leveling
 CA0811.and adjusted by the National Geodetic Survey in June 1991..
 CA0811
 CA0811.The geoid height was determined by GEOID03.
 CA0811
 CA0811.The dynamic height is computed by dividing the NAVD 88
 CA0811.geopotential number by the normal gravity value computed on the
 CA0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0811.degrees latitude (g = 980.6199 gals.).
 CA0811
 CA0811.The modeled gravity was interpolated from observed gravity values.
 CA0811
 CA0811;                    North         East    Units  Estimated Accuracy
 CA0811;SPC TX C     - 3,174,050.      799,710.      MT  (+/- 180 meters Scaled)
 CA0811
 CA0811                          SUPERSEDED SURVEY CONTROL
 CA0811
 CA0811.No superseded survey control is available for this station.
 CA0811
 CA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV727554(NAD 83)
 CA0811_MARKER: DB = BENCH MARK DISK
 CA0811_SETTING: 66 = SET IN ROCK OUTCROP
 CA0811_SP_SET: ROCK OUTCROP
 CA0811_STAMPING: Z 1454 1982
 CA0811_MARK LOGO: NGS   
 CA0811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0811+STABILITY: POSITION/ELEVATION WELL
 CA0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0811+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0811
 CA0811  HISTORY     - Date     Condition        Report By
 CA0811  HISTORY     - 1982     MONUMENTED       NGS
 CA0811  HISTORY     - 19950826 GOOD             USPSQD
 CA0811  HISTORY     - 20060319 GOOD             USPSQD
 CA0811
 CA0811                          STATION DESCRIPTION
 CA0811
 CA0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0811'11.9 KM (7.4 MI) NE FROM BRADY.
 CA0811'11.9 KM (7.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0811'COURTHOUSE IN BRADY, 0.6 KM (0.35 MI) NORTHEAST OF FARM ROAD 1121
 CA0811'LEADING WEST, IN THE CENTER OF A 6 BY 10 FT EXPOSED AREA OF BEDROCK IN
 CA0811'A HIGHWAY CUT, 30.5 METERS (100.1 FT) NORTHEAST OF THE WEST END OF THE
 CA0811'CUT, 12.0 METERS (39.4 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE
 CA0811'HIGHWAY AND 3.1 METERS (10.2 FT) EAST-SOUTHEAST OF A FENCE.
 CA0811'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 CA0811'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 CA0811
 CA0811                          STATION RECOVERY (1995)
 CA0811
 CA0811'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0811'RECOVERED IN GOOD CONDITION.
 CA0811
 CA0811                          STATION RECOVERY (2006)
 CA0811
 CA0811'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0811'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0837 ***********************************************************************
 CA0837  DESIGNATION -  Z 1455
 CA0837  PID         -  CA0837
 CA0837  STATE/COUNTY-  TX/BROWN
 CA0837  USGS QUAD   -  BROOKESMITH (1978)
 CA0837
 CA0837                         *CURRENT SURVEY CONTROL
 CA0837  ___________________________________________________________________
 CA0837* NAD 83(1986)-  31 32 16.     (N)    099 06 44.     (W)     SCALED    
 CA0837* NAVD 88     -       427.388  (meters)    1402.19   (feet)  ADJUSTED  
 CA0837  ___________________________________________________________________
 CA0837  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 CA0837  DYNAMIC HT  -         426.823 (meters)    1400.34  (feet)  COMP
 CA0837  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 CA0837
 CA0837  VERT ORDER  -  FIRST     CLASS II
 CA0837
 CA0837.The horizontal coordinates were scaled from a topographic map and have
 CA0837.an estimated accuracy of +/- 6 seconds.
 CA0837
 CA0837.The orthometric height was determined by differential leveling
 CA0837.and adjusted by the National Geodetic Survey in June 1991..
 CA0837
 CA0837.The geoid height was determined by GEOID03.
 CA0837
 CA0837.The dynamic height is computed by dividing the NAVD 88
 CA0837.geopotential number by the normal gravity value computed on the
 CA0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0837.degrees latitude (g = 980.6199 gals.).
 CA0837
 CA0837.The modeled gravity was interpolated from observed gravity values.
 CA0837
 CA0837;                    North         East    Units  Estimated Accuracy
 CA0837;SPC TX C     - 3,208,060.      815,950.      MT  (+/- 180 meters Scaled)
 CA0837
 CA0837                          SUPERSEDED SURVEY CONTROL
 CA0837
 CA0837.No superseded survey control is available for this station.
 CA0837
 CA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV893892(NAD 83)
 CA0837_MARKER: I = METAL ROD
 CA0837_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0837+WITH SETTING: INFORMATION.
 CA0837_SP_SET: SHALLOW SET METAL ROD
 CA0837_STAMPING: Z 1455 1982
 CA0837_MARK LOGO: NGS   
 CA0837_PROJECTION: FLUSH
 CA0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0837_ROD/PIPE-DEPTH: 1.5  meters
 CA0837
 CA0837  HISTORY     - Date     Condition        Report By
 CA0837  HISTORY     - 1982     MONUMENTED       NGS
 CA0837
 CA0837                          STATION DESCRIPTION
 CA0837
 CA0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0837'26.8 KM (16.65 MI) SW FROM BROWNWOOD.
 CA0837'25.4 KM (15.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0837'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, THENCE 1.4 KM
 CA0837'(0.85 MI) NORTHWESTERLY ALONG FARM ROAD 586, 12.4 METERS (40.7 FT)
 CA0837'NORTHEAST OF THE CENTERLINE OF THE ROAD AND 3.9 METERS (12.8 FT)
 CA0837'SOUTHWEST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.
 CA0837'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0837'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0837'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0861 ***********************************************************************
 CA0861  DESIGNATION -  Z 1456
 CA0861  PID         -  CA0861
 CA0861  STATE/COUNTY-  TX/BROWN
 CA0861  USGS QUAD   -  BANGS WEST (1987)
 CA0861
 CA0861                         *CURRENT SURVEY CONTROL
 CA0861  ___________________________________________________________________
 CA0861* NAD 83(1986)-  31 43 35.     (N)    099 11 02.     (W)     SCALED    
 CA0861* NAVD 88     -       472.366  (meters)    1549.75   (feet)  ADJUSTED  
 CA0861  ___________________________________________________________________
 CA0861  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CA0861  DYNAMIC HT  -         471.746 (meters)    1547.72  (feet)  COMP
 CA0861  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 CA0861
 CA0861  VERT ORDER  -  FIRST     CLASS II
 CA0861
 CA0861.The horizontal coordinates were scaled from a topographic map and have
 CA0861.an estimated accuracy of +/- 6 seconds.
 CA0861
 CA0861.The orthometric height was determined by differential leveling
 CA0861.and adjusted by the National Geodetic Survey in June 1991..
 CA0861
 CA0861.The geoid height was determined by GEOID03.
 CA0861
 CA0861.The dynamic height is computed by dividing the NAVD 88
 CA0861.geopotential number by the normal gravity value computed on the
 CA0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0861.degrees latitude (g = 980.6199 gals.).
 CA0861
 CA0861.The modeled gravity was interpolated from observed gravity values.
 CA0861
 CA0861;                    North         East    Units  Estimated Accuracy
 CA0861;SPC TX C     - 3,228,900.      808,930.      MT  (+/- 180 meters Scaled)
 CA0861
 CA0861                          SUPERSEDED SURVEY CONTROL
 CA0861
 CA0861.No superseded survey control is available for this station.
 CA0861
 CA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA825101(NAD 83)
 CA0861_MARKER: I = METAL ROD
 CA0861_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0861+WITH SETTING: INFORMATION.
 CA0861_SP_SET: SHALLOW SET METAL ROD
 CA0861_STAMPING: Z 1456 1982
 CA0861_MARK LOGO: NGS   
 CA0861_PROJECTION: FLUSH
 CA0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0861+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0861_ROD/PIPE-DEPTH: 1.5  meters
 CA0861
 CA0861  HISTORY     - Date     Condition        Report By
 CA0861  HISTORY     - 1982     MONUMENTED       NGS
 CA0861  HISTORY     - 20060320 GOOD             USPSQD
 CA0861
 CA0861                          STATION DESCRIPTION
 CA0861
 CA0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0861'20.0 KM (12.4 MI) WEST FROM BROWNWOOD.
 CA0861'20.0 KM (12.4 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0861'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, 28.4 METERS (93.2 FT)
 CA0861'WEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 22.7 METERS (74.5
 CA0861'FT) WEST-SOUTHWEST OF A 24 INCH CORRUGATED PIPE CULVERT, 21.3 METERS
 CA0861'(69.9 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CA0861'HIGHWAY AND 3.6 METERS (11.8 FT) WEST OF A UTILITY POLE.  NOTE=REFUSAL
 CA0861'WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0861'LOGO CAP.
 CA0861'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CA0861'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0861
 CA0861                          STATION RECOVERY (2006)
 CA0861
 CA0861'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0861'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0854 ***********************************************************************
 CT0854  DESIGNATION -  Z 1457
 CT0854  PID         -  CT0854
 CT0854  STATE/COUNTY-  TX/TAYLOR
 CT0854  USGS QUAD   -  ABILENE WEST (1987)
 CT0854
 CT0854                         *CURRENT SURVEY CONTROL
 CT0854  ___________________________________________________________________
 CT0854* NAD 83(1986)-  32 27 42.     (N)    099 47 03.     (W)     SCALED    
 CT0854* NAVD 88     -       521.183  (meters)    1709.91   (feet)  ADJUSTED  
 CT0854  ___________________________________________________________________
 CT0854  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CT0854  DYNAMIC HT  -         520.508 (meters)    1707.70  (feet)  COMP
 CT0854  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 CT0854
 CT0854  VERT ORDER  -  FIRST     CLASS II
 CT0854
 CT0854.The horizontal coordinates were scaled from a topographic map and have
 CT0854.an estimated accuracy of +/- 6 seconds.
 CT0854
 CT0854.The orthometric height was determined by differential leveling
 CT0854.and adjusted by the National Geodetic Survey in June 1991..
 CT0854
 CT0854.The geoid height was determined by GEOID03.
 CT0854
 CT0854.The dynamic height is computed by dividing the NAVD 88
 CT0854.geopotential number by the normal gravity value computed on the
 CT0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0854.degrees latitude (g = 980.6199 gals.).
 CT0854
 CT0854.The modeled gravity was interpolated from observed gravity values.
 CT0854
 CT0854;                    North         East    Units  Estimated Accuracy
 CT0854;SPC TXNC     - 2,088,900.      479,280.      MT  (+/- 180 meters Scaled)
 CT0854
 CT0854                          SUPERSEDED SURVEY CONTROL
 CT0854
 CT0854.No superseded survey control is available for this station.
 CT0854
 CT0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA263918(NAD 83)
 CT0854_MARKER: DB = BENCH MARK DISK
 CT0854_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0854_SP_SET: PIER
 CT0854_STAMPING: Z 1457 1982
 CT0854_MARK LOGO: NGS   
 CT0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0854+STABILITY: POSITION/ELEVATION WELL
 CT0854
 CT0854  HISTORY     - Date     Condition        Report By
 CT0854  HISTORY     - 1982     MONUMENTED       NGS
 CT0854  HISTORY     - 1983     GOOD             NGS
 CT0854  HISTORY     - 19940830 GOOD             USPSQD
 CT0854  HISTORY     - 20011013 GOOD             USPSQD
 CT0854
 CT0854                          STATION DESCRIPTION
 CT0854
 CT0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0854'5.8 KM (3.6 MI) WEST FROM ABILENE.
 CT0854'4.8 KM (3.0 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0854'STATION IN ABILENE, THENCE 1.0 KM (0.6 MI) NORTHERLY ALONG U.S.
 CT0854'HIGHWAYS 83 AND 277, SET VERTICALLY IN THE WEST FACE OF THE MOST
 CT0854'EASTERLY ONE OF THREE PIERS OF THE NORTH BOUND LANES OF THE HIGHWAY
 CT0854'OVERPASS OVER NORTH TENTH STREET AND 11.8 METERS (38.7 FT) SOUTH OF
 CT0854'THE CENTERLINE OF THE STREET.
 CT0854'THE MARK IS 1.0 M ABOVE THE GROUND.
 CT0854
 CT0854                          STATION RECOVERY (1983)
 CT0854
 CT0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0854'RECOVERED IN GOOD CONDITION.
 CT0854
 CT0854                          STATION RECOVERY (1994)
 CT0854
 CT0854'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0854'RECOVERED IN GOOD CONDITION.
 CT0854
 CT0854                          STATION RECOVERY (2001)
 CT0854
 CT0854'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0751 ***********************************************************************
 CU0751  DESIGNATION -  Z 1458
 CU0751  PID         -  CU0751
 CU0751  STATE/COUNTY-  TX/NOLAN
 CU0751  USGS QUAD   -  ROSCOE (1987)
 CU0751
 CU0751                         *CURRENT SURVEY CONTROL
 CU0751  ___________________________________________________________________
 CU0751* NAD 83(1986)-  32 27 08.     (N)    100 30 16.     (W)     SCALED    
 CU0751* NAVD 88     -       731.680  (meters)    2400.52   (feet)  ADJUSTED  
 CU0751  ___________________________________________________________________
 CU0751  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CU0751  DYNAMIC HT  -         730.699 (meters)    2397.30  (feet)  COMP
 CU0751  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 CU0751
 CU0751  VERT ORDER  -  FIRST     CLASS II
 CU0751
 CU0751.The horizontal coordinates were scaled from a topographic map and have
 CU0751.an estimated accuracy of +/- 6 seconds.
 CU0751
 CU0751.The orthometric height was determined by differential leveling
 CU0751.and adjusted by the National Geodetic Survey in June 1991..
 CU0751
 CU0751.The geoid height was determined by GEOID03.
 CU0751
 CU0751.The dynamic height is computed by dividing the NAVD 88
 CU0751.geopotential number by the normal gravity value computed on the
 CU0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0751.degrees latitude (g = 980.6199 gals.).
 CU0751
 CU0751.The modeled gravity was interpolated from observed gravity values.
 CU0751
 CU0751;                    North         East    Units  Estimated Accuracy
 CU0751;SPC TXNC     - 2,088,910.      411,550.      MT  (+/- 180 meters Scaled)
 CU0751
 CU0751                          SUPERSEDED SURVEY CONTROL
 CU0751
 CU0751.No superseded survey control is available for this station.
 CU0751
 CU0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA585915(NAD 83)
 CU0751_MARKER: I = METAL ROD
 CU0751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0751_SP_SET: STAINLESS STEEL ROD
 CU0751_STAMPING: Z 1458 1982
 CU0751_MARK LOGO: NGS   
 CU0751_PROJECTION: FLUSH
 CU0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0751_ROD/PIPE-DEPTH: 5.8  meters
 CU0751
 CU0751  HISTORY     - Date     Condition        Report By
 CU0751  HISTORY     - 1982     MONUMENTED       NGS
 CU0751
 CU0751                          STATION DESCRIPTION
 CU0751
 CU0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0751'3.3 KM (2.05 MI) NE FROM ROSCOE.
 CU0751'3.3 KM (2.05 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0751'FROM ITS JUNCTION WITH U.S. HIGHWAY 84 IN ROSCOE, 48.5 METERS (159.1
 CU0751'FT) EAST-NORTHEAST OF MILEPOST 454, 24.6 METERS (80.7 FT)
 CU0751'WEST-SOUTHWEST OF THE CENTER OF BLACKLAND ROAD, 8.0 METERS (26.2 FT)
 CU0751'NORTH-NORTHWEST OF THE NEAR RAIL AND 1.2 METERS (3.9 FT)
 CU0751'EAST-NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0751'THROUGH A 5-INCH LOGO CAP.
 CU0751'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CU0751'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0775 ***********************************************************************
 CU0775  DESIGNATION -  Z 1459
 CU0775  PID         -  CU0775
 CU0775  STATE/COUNTY-  TX/MITCHELL
 CU0775  USGS QUAD   -  WESTBROOK (1978)
 CU0775
 CU0775                         *CURRENT SURVEY CONTROL
 CU0775  ___________________________________________________________________
 CU0775* NAD 83(1986)-  32 20 50.     (N)    101 02 19.     (W)     SCALED    
 CU0775* NAVD 88     -       662.176  (meters)    2172.49   (feet)  ADJUSTED  
 CU0775  ___________________________________________________________________
 CU0775  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0775  DYNAMIC HT  -         661.288 (meters)    2169.58  (feet)  COMP
 CU0775  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 CU0775
 CU0775  VERT ORDER  -  FIRST     CLASS II
 CU0775
 CU0775.The horizontal coordinates were scaled from a topographic map and have
 CU0775.an estimated accuracy of +/- 6 seconds.
 CU0775
 CU0775.The orthometric height was determined by differential leveling
 CU0775.and adjusted by the National Geodetic Survey in June 1991..
 CU0775
 CU0775.The geoid height was determined by GEOID03.
 CU0775
 CU0775.The dynamic height is computed by dividing the NAVD 88
 CU0775.geopotential number by the normal gravity value computed on the
 CU0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0775.degrees latitude (g = 980.6199 gals.).
 CU0775
 CU0775.The modeled gravity was interpolated from observed gravity values.
 CU0775
 CU0775;                    North         East    Units  Estimated Accuracy
 CU0775;SPC TXNC     - 2,078,360.      361,060.      MT  (+/- 180 meters Scaled)
 CU0775
 CU0775                          SUPERSEDED SURVEY CONTROL
 CU0775
 CU0775.No superseded survey control is available for this station.
 CU0775
 CU0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA081807(NAD 83)
 CU0775_MARKER: I = METAL ROD
 CU0775_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0775+WITH SETTING: INFORMATION.
 CU0775_SP_SET: SHALLOW SET METAL ROD
 CU0775_STAMPING: Z 1459 1982
 CU0775_MARK LOGO: NGS   
 CU0775_PROJECTION: FLUSH
 CU0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0775_ROD/PIPE-DEPTH: 3.0  meters
 CU0775
 CU0775  HISTORY     - Date     Condition        Report By
 CU0775  HISTORY     - 1982     MONUMENTED       NGS
 CU0775
 CU0775                          STATION DESCRIPTION
 CU0775
 CU0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0775'18.4 KM (11.45 MI) SW FROM COLORADO CITY.
 CU0775'18.4 KM (11.45 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0775'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 0.3 KM (0.2 MI) EAST
 CU0775'OF MILE MARKER 205, 0.1 KM (0.05 MI) WEST OF RAILROAD SIGNAL NUMBER
 CU0775'4866 OF THE TEXAS AND PACIFIC RAILROAD, 35.4 METERS (116.1 FT) SOUTH
 CU0775'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 17.4 METERS
 CU0775'(57.1 FT) SOUTH OF THE CENTER OF A FRONTAGE ROAD, 9.0 METERS (29.5 FT)
 CU0775'NORTH-NORTHWEST OF THE NEAR RAIL AND 1.8 METERS (5.9 FT)
 CU0775'EAST-NORTHEAST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 10.0
 CU0775'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0775'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CU0775'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0795 ***********************************************************************
 CU0795  DESIGNATION -  Z 1460
 CU0795  PID         -  CU0795
 CU0795  STATE/COUNTY-  TX/HOWARD
 CU0795  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0795
 CU0795                         *CURRENT SURVEY CONTROL
 CU0795  ___________________________________________________________________
 CU0795* NAD 83(1986)-  32 15 48.     (N)    101 26 17.     (W)     SCALED    
 CU0795* NAVD 88     -       731.203  (meters)    2398.96   (feet)  ADJUSTED  
 CU0795  ___________________________________________________________________
 CU0795  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CU0795  DYNAMIC HT  -         730.198 (meters)    2395.66  (feet)  COMP
 CU0795  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 CU0795
 CU0795  VERT ORDER  -  FIRST     CLASS II
 CU0795
 CU0795.The horizontal coordinates were scaled from a topographic map and have
 CU0795.an estimated accuracy of +/- 6 seconds.
 CU0795
 CU0795.The orthometric height was determined by differential leveling
 CU0795.and adjusted by the National Geodetic Survey in June 1991..
 CU0795
 CU0795.The geoid height was determined by GEOID03.
 CU0795
 CU0795.The dynamic height is computed by dividing the NAVD 88
 CU0795.geopotential number by the normal gravity value computed on the
 CU0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0795.degrees latitude (g = 980.6199 gals.).
 CU0795
 CU0795.The modeled gravity was interpolated from observed gravity values.
 CU0795
 CU0795;                    North         East    Units  Estimated Accuracy
 CU0795;SPC TXNC     - 2,070,040.      323,220.      MT  (+/- 180 meters Scaled)
 CU0795
 CU0795                          SUPERSEDED SURVEY CONTROL
 CU0795
 CU0795.No superseded survey control is available for this station.
 CU0795
 CU0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA703722(NAD 83)
 CU0795_MARKER: DB = BENCH MARK DISK
 CU0795_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0795_SP_SET: ABUTMENT
 CU0795_STAMPING: Z 1460 1982
 CU0795_MARK LOGO: NGS   
 CU0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU0795+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 CU0795
 CU0795  HISTORY     - Date     Condition        Report By
 CU0795  HISTORY     - 1982     MONUMENTED       NGS
 CU0795  HISTORY     - 20030506 GOOD             JCLS
 CU0795
 CU0795                          STATION DESCRIPTION
 CU0795
 CU0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0795'5.2 KM (3.25 MI) NE FROM BIG SPRING.
 CU0795'5.2 KM (3.25 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0795'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, 0.3 KM (0.2 MI) WEST OF
 CU0795'FARM ROAD 700, IN TOP OF AND 0.1 METER (0.3 FT) NORTH OF THE SOUTH END
 CU0795'OF THE EAST CONCRETE ABUTMENT OF THE NORTH FRONTAGE ROAD BRIDGE OVER A
 CU0795'DRY WASH, 18.9 METERS (62.0 FT) NORTH OF THE CENTERLINE OF THE WEST
 CU0795'BOUND LANES OF THE HIGHWAY AND 4.8 METERS (15.7 FT) SOUTH OF THE
 CU0795'CENTERLINE OF THE FRONTAGE ROAD.
 CU0795'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 CU0795
 CU0795                          STATION RECOVERY (2003)
 CU0795
 CU0795'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CU0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0833 ***********************************************************************
 CU0833  DESIGNATION -  Z 1461
 CU0833  PID         -  CU0833
 CU0833  STATE/COUNTY-  TX/SCURRY
 CU0833  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0833
 CU0833                         *CURRENT SURVEY CONTROL
 CU0833  ___________________________________________________________________
 CU0833* NAD 83(1986)-  32 54 55.     (N)    101 03 30.     (W)     SCALED    
 CU0833* NAVD 88     -       757.365  (meters)    2484.79   (feet)  ADJUSTED  
 CU0833  ___________________________________________________________________
 CU0833  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CU0833  DYNAMIC HT  -         756.384 (meters)    2481.57  (feet)  COMP
 CU0833  MODELED GRAV-     979,317.6   (mgal)                       NAVD 88
 CU0833
 CU0833  VERT ORDER  -  FIRST     CLASS II
 CU0833
 CU0833.The horizontal coordinates were scaled from a topographic map and have
 CU0833.an estimated accuracy of +/- 6 seconds.
 CU0833
 CU0833.The orthometric height was determined by differential leveling
 CU0833.and adjusted by the National Geodetic Survey in July 2002..
 CU0833
 CU0833.The geoid height was determined by GEOID03.
 CU0833
 CU0833.The dynamic height is computed by dividing the NAVD 88
 CU0833.geopotential number by the normal gravity value computed on the
 CU0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0833.degrees latitude (g = 980.6199 gals.).
 CU0833
 CU0833.The modeled gravity was interpolated from observed gravity values.
 CU0833
 CU0833;                    North         East    Units  Estimated Accuracy
 CU0833;SPC TXNC     - 2,141,370.      360,740.      MT  (+/- 180 meters Scaled)
 CU0833
 CU0833                          SUPERSEDED SURVEY CONTROL
 CU0833
 CU0833  NAVD 88 (06/15/91)  757.251  (m)         2484.41   (f) UNKNOWN     1 2
 CU0833
 CU0833.Superseded values are not recommended for survey control.
 CU0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0833.See file dsdata.txt to determine how the superseded data were derived.
 CU0833
 CU0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB075437(NAD 83)
 CU0833_MARKER: I = METAL ROD
 CU0833_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0833+WITH SETTING: INFORMATION.
 CU0833_SP_SET: SHALLOW SET METAL ROD
 CU0833_STAMPING: Z 1461 1982
 CU0833_MARK LOGO: NGS   
 CU0833_PROJECTION: FLUSH
 CU0833_MAGNETIC: I = MARKER IS A STEEL ROD
 CU0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0833+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 CU0833_ROD/PIPE-DEPTH: 2.1  meters
 CU0833
 CU0833  HISTORY     - Date     Condition        Report By
 CU0833  HISTORY     - 1982     MONUMENTED       NGS
 CU0833  HISTORY     - 19971008 GOOD             NGS
 CU0833
 CU0833                          STATION DESCRIPTION
 CU0833
 CU0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0833'30.8 KM (19.05 MI) NW FROM SNYDER.
 CU0833'0.6 KM (0.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 180 FROM ITS
 CU0833'JUNCTION WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0833'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0833'NORTH ALONG FARM ROAD 1611, THENCE 17.0 KM (10.55 MI) NORTHWESTERLY
 CU0833'ALONG U.S. HIGHWAY 84, AT THE SOUTH END OF A CURVE IN THE HIGHWAY,
 CU0833'19.9 METERS (65.3 FT) EAST OF THE CENTERLINE OF THE NORTHWEST BOUND
 CU0833'LANES OF THE HIGHWAY AND 8.4 METERS (27.6 FT) SOUTH OF A CONCRETE
 CU0833'RIGHT-OF-WAY MARKER.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO
 CU0833'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0833'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CU0833'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 CU0833
 CU0833                          STATION RECOVERY (1997)
 CU0833
 CU0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 CU0833'24.3 KM (15.10 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 CU0833'OF STATE HIGHWAY 208 IN SNYDER, 59.3 M (194.6 FT) NORTH OF THE CENTER
 CU0833'OF A FIELD ENTRANCE, 20.2 M (66.3 FT) EAST OF THE CENTERLINE OF THE
 CU0833'NORTHBOUND LANES OF THE HIGHWAY, 8.4 M (27.6 FT) SOUTH OF A
 CU0833'RIGHT-OF-WAY MARKER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 CU0833'0.2 M (0.7 FT) WEST OF A FENCE, AND 0.2 M (0.7 FT) NORTHEAST OF A
 CU0833'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CU0833'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0471 ***********************************************************************
 DP0471  DESIGNATION -  Z 1462
 DP0471  PID         -  DP0471
 DP0471  STATE/COUNTY-  TX/GARZA
 DP0471  USGS QUAD   -  COOPER CREEK (1969)
 DP0471
 DP0471                         *CURRENT SURVEY CONTROL
 DP0471  ___________________________________________________________________
 DP0471* NAD 83(1986)-  33 07 17.     (N)    101 17 00.     (W)     SCALED    
 DP0471* NAVD 88     -       745.473  (meters)    2445.77   (feet)  ADJUSTED  
 DP0471  ___________________________________________________________________
 DP0471  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 DP0471  DYNAMIC HT  -         744.532 (meters)    2442.69  (feet)  COMP
 DP0471  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 DP0471
 DP0471  VERT ORDER  -  FIRST     CLASS II
 DP0471
 DP0471.The horizontal coordinates were scaled from a topographic map and have
 DP0471.an estimated accuracy of +/- 6 seconds.
 DP0471
 DP0471.The orthometric height was determined by differential leveling
 DP0471.and adjusted by the National Geodetic Survey in June 1991..
 DP0471
 DP0471.The geoid height was determined by GEOID03.
 DP0471
 DP0471.The dynamic height is computed by dividing the NAVD 88
 DP0471.geopotential number by the normal gravity value computed on the
 DP0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0471.degrees latitude (g = 980.6199 gals.).
 DP0471
 DP0471.The modeled gravity was interpolated from observed gravity values.
 DP0471
 DP0471;                    North         East    Units  Estimated Accuracy
 DP0471;SPC TXNC     - 2,164,750.      340,310.      MT  (+/- 180 meters Scaled)
 DP0471
 DP0471                          SUPERSEDED SURVEY CONTROL
 DP0471
 DP0471.No superseded survey control is available for this station.
 DP0471
 DP0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB869670(NAD 83)
 DP0471_MARKER: DB = BENCH MARK DISK
 DP0471_SETTING: 66 = SET IN ROCK OUTCROP
 DP0471_SP_SET: ROCK OUTCROP
 DP0471_STAMPING: Z 1462 1982
 DP0471_MARK LOGO: NGS   
 DP0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0471
 DP0471  HISTORY     - Date     Condition        Report By
 DP0471  HISTORY     - 1982     MONUMENTED       NGS
 DP0471
 DP0471                          STATION DESCRIPTION
 DP0471
 DP0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0471'12.3 KM (7.65 MI) SE FROM POST.
 DP0471'12.3 KM (7.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0471'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, IN THE CENTER
 DP0471'OF A 2 BY 5 FT EXPOSED AREA OF BED ROCK IN A DRAINAGE DITCH, 96.6
 DP0471'METERS (316.9 FT) SOUTHEAST OF THE SOUTHEAST END OF A GUARD RAIL AND
 DP0471'9.9 METERS (32.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 DP0471'BOUND LANES OF THE HIGHWAY.
 DP0471'THE MARK IS 4.5 METERS  SW FROM  A WITNESS POST AND FENCE
 DP0471'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0438 ***********************************************************************
 DP0438  DESIGNATION -  Z 1463
 DP0438  PID         -  DP0438
 DP0438  STATE/COUNTY-  TX/LYNN
 DP0438  USGS QUAD   -  SLATON NE (1979)
 DP0438
 DP0438                         *CURRENT SURVEY CONTROL
 DP0438  ___________________________________________________________________
 DP0438* NAD 83(1986)-  33 23 32.     (N)    101 36 06.     (W)     SCALED    
 DP0438* NAVD 88     -       932.332  (meters)    3058.83   (feet)  ADJUSTED  
 DP0438  ___________________________________________________________________
 DP0438  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 DP0438  DYNAMIC HT  -         931.123 (meters)    3054.86  (feet)  COMP
 DP0438  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 DP0438
 DP0438  VERT ORDER  -  FIRST     CLASS II
 DP0438
 DP0438.The horizontal coordinates were scaled from a topographic map and have
 DP0438.an estimated accuracy of +/- 6 seconds.
 DP0438
 DP0438.The orthometric height was determined by differential leveling
 DP0438.and adjusted by the National Geodetic Survey in June 1991..
 DP0438
 DP0438.The geoid height was determined by GEOID03.
 DP0438
 DP0438.The dynamic height is computed by dividing the NAVD 88
 DP0438.geopotential number by the normal gravity value computed on the
 DP0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0438.degrees latitude (g = 980.6199 gals.).
 DP0438
 DP0438.The modeled gravity was interpolated from observed gravity values.
 DP0438
 DP0438;                    North         East    Units  Estimated Accuracy
 DP0438;SPC TXNC     - 2,195,610.      311,500.      MT  (+/- 180 meters Scaled)
 DP0438
 DP0438                          SUPERSEDED SURVEY CONTROL
 DP0438
 DP0438.No superseded survey control is available for this station.
 DP0438
 DP0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB580977(NAD 83)
 DP0438_MARKER: I = METAL ROD
 DP0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0438_SP_SET: STAINLESS STEEL ROD
 DP0438_STAMPING: Z 1463 1982
 DP0438_MARK LOGO: NGS   
 DP0438_PROJECTION: FLUSH
 DP0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0438+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0438_ROD/PIPE-DEPTH: 4.9  meters
 DP0438
 DP0438  HISTORY     - Date     Condition        Report By
 DP0438  HISTORY     - 1982     MONUMENTED       NGS
 DP0438  HISTORY     - 19890630 GOOD             NGS
 DP0438
 DP0438                          STATION DESCRIPTION
 DP0438
 DP0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0438'31.4 KM (19.5 MI) NW FROM POST.
 DP0438'31.4 KM (19.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0438'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, OR 9.6 KM (5.95
 DP0438'MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 DP0438'STATION IN LUBBOCK, THENCE 22.1 KM (13.75 MI) SOUTHEASTERLY ALONG U.
 DP0438'S. HIGHWAY 84, AT THE JUNCTION OF FARM ROAD 212 LEADING SOUTH, 17.5
 DP0438'METERS (57.4 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND
 DP0438'LANES OF THE HIGHWAY, 13.2 METERS (43.3 FT) WEST OF THE CENTER OF A
 DP0438'GRAVELED ROAD AND 1.7 METERS (5.6 FT) NORTHWEST OF UTILITY POLE NUMBER
 DP0438'830.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0438'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DP0438'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0438
 DP0438                          STATION RECOVERY (1989)
 DP0438
 DP0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0438'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DP0438'DELETE--AND 1.7 M (5.6 FT) NORTHWEST OF UTILITY POLE NUMBER 830.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0498 ***********************************************************************
 BN0498  DESIGNATION -  Z 1465
 BN0498  PID         -  BN0498
 BN0498  STATE/COUNTY-  TX/KENDALL
 BN0498  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0498
 BN0498                         *CURRENT SURVEY CONTROL
 BN0498  ___________________________________________________________________
 BN0498* NAD 83(1986)-  30 01 40.     (N)    098 54 28.     (W)     SCALED    
 BN0498* NAVD 88     -       478.145  (meters)    1568.71   (feet)  ADJUSTED  
 BN0498  ___________________________________________________________________
 BN0498  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 BN0498  DYNAMIC HT  -         477.467 (meters)    1566.49  (feet)  COMP
 BN0498  MODELED GRAV-     979,207.6   (mgal)                       NAVD 88
 BN0498
 BN0498  VERT ORDER  -  FIRST     CLASS II
 BN0498
 BN0498.The horizontal coordinates were scaled from a topographic map and have
 BN0498.an estimated accuracy of +/- 6 seconds.
 BN0498
 BN0498.The orthometric height was determined by differential leveling
 BN0498.and adjusted by the National Geodetic Survey in June 1991..
 BN0498
 BN0498.The geoid height was determined by GEOID03.
 BN0498
 BN0498.The dynamic height is computed by dividing the NAVD 88
 BN0498.geopotential number by the normal gravity value computed on the
 BN0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0498.degrees latitude (g = 980.6199 gals.).
 BN0498
 BN0498.The modeled gravity was interpolated from observed gravity values.
 BN0498
 BN0498;                    North         East    Units  Estimated Accuracy
 BN0498;SPC TXSC     - 4,243,210.      608,900.      MT  (+/- 180 meters Scaled)
 BN0498
 BN0498                          SUPERSEDED SURVEY CONTROL
 BN0498
 BN0498.No superseded survey control is available for this station.
 BN0498
 BN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU088218(NAD 83)
 BN0498_MARKER: I = METAL ROD
 BN0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0498_SP_SET: STAINLESS STEEL ROD
 BN0498_STAMPING: Z 1465 1982
 BN0498_MARK LOGO: NGS   
 BN0498_PROJECTION: FLUSH
 BN0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0498+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0498_ROD/PIPE-DEPTH: 5.0  meters
 BN0498
 BN0498  HISTORY     - Date     Condition        Report By
 BN0498  HISTORY     - 1982     MONUMENTED       NGS
 BN0498  HISTORY     - 19940330 GOOD             USPSQD
 BN0498  HISTORY     - 20040325 GOOD             USPSQD
 BN0498  HISTORY     - 20051102 GOOD             USPSQD
 BN0498
 BN0498                          STATION DESCRIPTION
 BN0498
 BN0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0498'5.5 KM (3.4 MI) NORTH FROM COMFORT.
 BN0498'5.5 KM (3.40 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0498'INTERSTATE HIGHWAY 10 IN COMFORT, NEAR THE ENTRANCE ROAD LEADING
 BN0498'NORTHEAST TO THE JOHNSTON NORTH CREEK RANCH, 39.3 METERS (129.0 FT)
 BN0498'EAST OF THE CENTERLINE OF THE HIGHWAY, 15.8 METERS (52.0 FT) SOUTH OF
 BN0498'THE CENTER OF THE ROAD, 34.2 METERS (112.2 FT) NORTH OF A T FENCE
 BN0498'JUNCTION, 0.24 METERS (0.8 FT) WEST OF THE FENCE LINE, 15.8 METERS
 BN0498'(52.0 FT) SOUTH OF THE CENTER OF A CATTLE GUARD.  NOTE, ROD DRIVEN TO
 BN0498'REFUSAL.
 BN0498'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0498'THE MARK IS 1.8 M BELOW HIGHWAY 87.
 BN0498
 BN0498                          STATION RECOVERY (1994)
 BN0498
 BN0498'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0498'RECOVERED IN GOOD CONDITION.
 BN0498
 BN0498                          STATION RECOVERY (2004)
 BN0498
 BN0498'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0498'RECOVERED IN GOOD CONDITION.
 BN0498
 BN0498                          STATION RECOVERY (2005)
 BN0498
 BN0498'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0525 ***********************************************************************
 BN0525  DESIGNATION -  Z 1466
 BN0525  PID         -  BN0525
 BN0525  STATE/COUNTY-  TX/GILLESPIE
 BN0525  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0525
 BN0525                         *CURRENT SURVEY CONTROL
 BN0525  ___________________________________________________________________
 BN0525* NAD 83(1986)-  30 19 26.     (N)    098 54 52.     (W)     SCALED    
 BN0525* NAVD 88     -       566.155  (meters)    1857.46   (feet)  ADJUSTED  
 BN0525  ___________________________________________________________________
 BN0525  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BN0525  DYNAMIC HT  -         565.354 (meters)    1854.83  (feet)  COMP
 BN0525  MODELED GRAV-     979,208.0   (mgal)                       NAVD 88
 BN0525
 BN0525  VERT ORDER  -  FIRST     CLASS II
 BN0525
 BN0525.The horizontal coordinates were scaled from a topographic map and have
 BN0525.an estimated accuracy of +/- 6 seconds.
 BN0525
 BN0525.The orthometric height was determined by differential leveling
 BN0525.and adjusted by the National Geodetic Survey in June 1991..
 BN0525
 BN0525.The geoid height was determined by GEOID03.
 BN0525
 BN0525.The dynamic height is computed by dividing the NAVD 88
 BN0525.geopotential number by the normal gravity value computed on the
 BN0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0525.degrees latitude (g = 980.6199 gals.).
 BN0525
 BN0525.The modeled gravity was interpolated from observed gravity values.
 BN0525
 BN0525;                    North         East    Units  Estimated Accuracy
 BN0525;SPC TX C     - 3,073,730.      836,450.      MT  (+/- 180 meters Scaled)
 BN0525
 BN0525                          SUPERSEDED SURVEY CONTROL
 BN0525
 BN0525.No superseded survey control is available for this station.
 BN0525
 BN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU082546(NAD 83)
 BN0525_MARKER: I = METAL ROD
 BN0525_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0525+WITH SETTING: INFORMATION.
 BN0525_SP_SET: SHALLOW SET METAL ROD
 BN0525_STAMPING: Z 1466 1982
 BN0525_MARK LOGO: NGS   
 BN0525_PROJECTION: FLUSH
 BN0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0525+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0525_ROD/PIPE-DEPTH: 2.1  meters
 BN0525
 BN0525  HISTORY     - Date     Condition        Report By
 BN0525  HISTORY     - 1982     MONUMENTED       NGS
 BN0525  HISTORY     - 19930721 GOOD             USPSQD
 BN0525  HISTORY     - 19960309 GOOD             USPSQD
 BN0525  HISTORY     - 20040325 GOOD             USPSQD
 BN0525  HISTORY     - 20051123 GOOD             USPSQD
 BN0525
 BN0525                          STATION DESCRIPTION
 BN0525
 BN0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0525'7.7 KM (4.8 MI) NW FROM FREDERICKSBURG.
 BN0525'7.7 KM (4.8 MI) NW ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF U.S.
 BN0525'HIGHWAY 87, AND U.S. HIGHWAY 290 (WASHINGTON STREET), SET AT THE
 BN0525'JUNCTION OF U.S. HIGHWAY 87 AND OLD MASON ROAD, 30.7 METERS (101.0 FT)
 BN0525'SOUTHEAST OF THE CENTER OF OLD MASON ROAD, 19.2 METERS (63.0 FT) SOUTH
 BN0525'WEST OF THE CENTERLINE OF U.S. HIGHWAY 87, 10.6 METERS (35.0 FT) WEST
 BN0525'NORTHWEST OF A TELEPHONE POLE GUY WIRE ANCHOR, 12.1 METERS (40.0 FT)
 BN0525'EAST SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE, 1.8 METERS (6.0 FT)
 BN0525'WEST NORTHWEST OF A SMALL CONCRETE RIGHT-OF-WAY MARKER, 1.2 METERS
 BN0525'(4.0 FT) WEST OF A TELEPHONE POLE WITH LINES CROSSING OLD MASON ROAD,
 BN0525'AND 0.3 METER (1.0 FT) NORTH NORTHEAST OF A FENCE, NOTE, ROD DRIVEN
 BN0525'TO REFUSAL.
 BN0525'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BN0525'THE MARK IS 0.3 M BELOW HIGHWAY.
 BN0525
 BN0525                          STATION RECOVERY (1993)
 BN0525
 BN0525'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0525'RECOVERED IN GOOD CONDITION.
 BN0525
 BN0525                          STATION RECOVERY (1996)
 BN0525
 BN0525'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0525'RECOVERED IN GOOD CONDITION.
 BN0525
 BN0525                          STATION RECOVERY (2004)
 BN0525
 BN0525'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0525'RECOVERED IN GOOD CONDITION.
 BN0525
 BN0525                          STATION RECOVERY (2005)
 BN0525
 BN0525'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0525'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0557 ***********************************************************************
 BN0557  DESIGNATION -  Z 1467
 BN0557  PID         -  BN0557
 BN0557  STATE/COUNTY-  TX/MASON
 BN0557  USGS QUAD   -  MASON (1979)
 BN0557
 BN0557                         *CURRENT SURVEY CONTROL
 BN0557  ___________________________________________________________________
 BN0557* NAD 83(1986)-  30 41 21.     (N)    099 09 04.     (W)     SCALED    
 BN0557* NAVD 88     -       433.273  (meters)    1421.50   (feet)  ADJUSTED  
 BN0557  ___________________________________________________________________
 BN0557  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BN0557  DYNAMIC HT  -         432.689 (meters)    1419.58  (feet)  COMP
 BN0557  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 BN0557
 BN0557  VERT ORDER  -  FIRST     CLASS II
 BN0557
 BN0557.The horizontal coordinates were scaled from a topographic map and have
 BN0557.an estimated accuracy of +/- 6 seconds.
 BN0557
 BN0557.The orthometric height was determined by differential leveling
 BN0557.and adjusted by the National Geodetic Survey in June 1991..
 BN0557
 BN0557.The geoid height was determined by GEOID03.
 BN0557
 BN0557.The dynamic height is computed by dividing the NAVD 88
 BN0557.geopotential number by the normal gravity value computed on the
 BN0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0557.degrees latitude (g = 980.6199 gals.).
 BN0557
 BN0557.The modeled gravity was interpolated from observed gravity values.
 BN0557
 BN0557;                    North         East    Units  Estimated Accuracy
 BN0557;SPC TX C     - 3,113,950.      813,260.      MT  (+/- 180 meters Scaled)
 BN0557
 BN0557                          SUPERSEDED SURVEY CONTROL
 BN0557
 BN0557.No superseded survey control is available for this station.
 BN0557
 BN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU855951(NAD 83)
 BN0557_MARKER: I = METAL ROD
 BN0557_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0557+WITH SETTING: INFORMATION.
 BN0557_SP_SET: SHALLOW SET METAL ROD
 BN0557_STAMPING: Z 1467 1982
 BN0557_MARK LOGO: NGS   
 BN0557_PROJECTION: FLUSH
 BN0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0557_ROD/PIPE-DEPTH: 1.5  meters
 BN0557
 BN0557  HISTORY     - Date     Condition        Report By
 BN0557  HISTORY     - 1982     MONUMENTED       NGS
 BN0557  HISTORY     - 19910618 GOOD             USPSQD
 BN0557  HISTORY     - 19960212 GOOD             USPSQD
 BN0557  HISTORY     - 20041005 MARK NOT FOUND   USPSQD
 BN0557
 BN0557                          STATION DESCRIPTION
 BN0557
 BN0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0557'10.5 KM (6.5 MI) SE FROM MASON.
 BN0557'10.5 KM (6.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0557'IN MASON, SET AT A PRIVATE ROAD LEADING NORTH, 25.0 METERS (82.5 FT)
 BN0557'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.3 METERS (11.0 FT) WEST OF
 BN0557'THE CENTER OF A PRIVATE ROAD, 1.2 METERS (4.0 FT) SOUTH SOUTHWEST OF
 BN0557'THE WEST END OF A METAL CATTLE GUARD, 0.7 METER (2.5 FT) WEST OF A
 BN0557'STEEL PIPE FENCE POST, AND 0.4 METER (1.5 FT) SOUTH OF A RIGHT-OF-WAY
 BN0557'FENCE, NOTE, ROD DRIVEN TO REFUSAL.
 BN0557'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BN0557'THE MARK IS 1.5 M ABOVE HIGHWAY.
 BN0557
 BN0557                          STATION RECOVERY (1991)
 BN0557
 BN0557'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0557'RECOVERED IN GOOD CONDITION.
 BN0557
 BN0557                          STATION RECOVERY (1996)
 BN0557
 BN0557'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0557'RECOVERED IN GOOD CONDITION.
 BN0557
 BN0557                          STATION RECOVERY (2004)
 BN0557
 BN0557'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0415 ***********************************************************************
 DP0415  DESIGNATION -  Z 1468
 DP0415  PID         -  DP0415
 DP0415  STATE/COUNTY-  TX/LUBBOCK
 DP0415  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0415
 DP0415                         *CURRENT SURVEY CONTROL
 DP0415  ___________________________________________________________________
 DP0415* NAD 83(1986)-  33 37 00.     (N)    101 53 29.     (W)     SCALED    
 DP0415* NAVD 88     -       983.571  (meters)    3226.93   (feet)  ADJUSTED  
 DP0415  ___________________________________________________________________
 DP0415  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0415  DYNAMIC HT  -         982.296 (meters)    3222.75  (feet)  COMP
 DP0415  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 DP0415
 DP0415  VERT ORDER  -  FIRST     CLASS II
 DP0415
 DP0415.The horizontal coordinates were scaled from a topographic map and have
 DP0415.an estimated accuracy of +/- 6 seconds.
 DP0415
 DP0415.The orthometric height was determined by differential leveling
 DP0415.and adjusted by the National Geodetic Survey in June 1991..
 DP0415
 DP0415.The geoid height was determined by GEOID03.
 DP0415
 DP0415.The dynamic height is computed by dividing the NAVD 88
 DP0415.geopotential number by the normal gravity value computed on the
 DP0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0415.degrees latitude (g = 980.6199 gals.).
 DP0415
 DP0415.The modeled gravity was interpolated from observed gravity values.
 DP0415
 DP0415;                    North         East    Units  Estimated Accuracy
 DP0415;SPC TXNC     - 2,221,320.      285,370.      MT  (+/- 180 meters Scaled)
 DP0415
 DP0415                          SUPERSEDED SURVEY CONTROL
 DP0415
 DP0415.No superseded survey control is available for this station.
 DP0415
 DP0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC317234(NAD 83)
 DP0415_MARKER: DB = BENCH MARK DISK
 DP0415_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP0415_SP_SET: PIER
 DP0415_STAMPING: Z 1468 1982
 DP0415_MARK LOGO: NGS   
 DP0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP0415+STABILITY: POSITION/ELEVATION WELL
 DP0415
 DP0415  HISTORY     - Date     Condition        Report By
 DP0415  HISTORY     - 1982     MONUMENTED       NGS
 DP0415
 DP0415                          STATION DESCRIPTION
 DP0415
 DP0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0415'6.0 KM (3.75 MI) NW FROM LUBBOCK.
 DP0415'6.0 KM (3.75 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0415'RAILROAD STATION IN LUBBOCK, SET VERTICALLY IN THE NORTHEAST FACE OF
 DP0415'THE MOST NORTHWESTERLY 1 OF 6 PIERS OF THE LOOP 289 OVERPASS, 15.5
 DP0415'METERS (50.9 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND
 DP0415'LANES OF U.S. HIGHWAY 84 AND 9.5 METERS (31.2 FT) SOUTHWEST OF THE
 DP0415'NEAR RAIL.
 DP0415'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0651 ***********************************************************************
 DQ0651  DESIGNATION -  Z 1469
 DQ0651  PID         -  DQ0651
 DQ0651  STATE/COUNTY-  TX/LAMB
 DQ0651  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0651
 DQ0651                         *CURRENT SURVEY CONTROL
 DQ0651  ___________________________________________________________________
 DQ0651* NAD 83(1986)-  33 55 04.     (N)    102 21 18.     (W)     SCALED    
 DQ0651* NAVD 88     -      1090.311  (meters)    3577.13   (feet)  ADJUSTED  
 DQ0651  ___________________________________________________________________
 DQ0651  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DQ0651  DYNAMIC HT  -        1088.897 (meters)    3572.49  (feet)  COMP
 DQ0651  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 DQ0651
 DQ0651  VERT ORDER  -  FIRST     CLASS II
 DQ0651
 DQ0651.The horizontal coordinates were scaled from a topographic map and have
 DQ0651.an estimated accuracy of +/- 6 seconds.
 DQ0651
 DQ0651.The orthometric height was determined by differential leveling
 DQ0651.and adjusted by the National Geodetic Survey in June 1991..
 DQ0651
 DQ0651.The geoid height was determined by GEOID03.
 DQ0651
 DQ0651.The dynamic height is computed by dividing the NAVD 88
 DQ0651.geopotential number by the normal gravity value computed on the
 DQ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0651.degrees latitude (g = 980.6199 gals.).
 DQ0651
 DQ0651.The modeled gravity was interpolated from observed gravity values.
 DQ0651
 DQ0651;                    North         East    Units  Estimated Accuracy
 DQ0651;SPC TXNC     - 2,256,180.      243,600.      MT  (+/- 180 meters Scaled)
 DQ0651
 DQ0651                          SUPERSEDED SURVEY CONTROL
 DQ0651
 DQ0651.No superseded survey control is available for this station.
 DQ0651
 DQ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT445561(NAD 83)
 DQ0651_MARKER: DB = BENCH MARK DISK
 DQ0651_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ0651_SP_SET: PIER
 DQ0651_STAMPING: Z 1469 1982
 DQ0651_MARK LOGO: NGS   
 DQ0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0651
 DQ0651  HISTORY     - Date     Condition        Report By
 DQ0651  HISTORY     - 1982     MONUMENTED       NGS
 DQ0651
 DQ0651                          STATION DESCRIPTION
 DQ0651
 DQ0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0651'IN LITTLEFIELD.
 DQ0651'IN LITTLEFIELD, AT THE INTERSECTION OF U.S. HIGHWAY 84 AND FARM ROAD
 DQ0651'54, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY 1 OF 3 PIERS
 DQ0651'OF THE U.S. HIGHWAY 84 NORTHWEST BOUND OVERPASS OF FARM ROAD 54 AND
 DQ0651'6.7 METERS (22.0 FT) SOUTH OF THE CENTER OF THE WEST BOUND LANES OF
 DQ0651'THE ROAD.
 DQ0651'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0660 ***********************************************************************
 BY0660  DESIGNATION -  Z 147
 BY0660  PID         -  BY0660
 BY0660  STATE/COUNTY-  TX/CHEROKEE
 BY0660  USGS QUAD   -  WELLS (1980)
 BY0660
 BY0660                         *CURRENT SURVEY CONTROL
 BY0660  ___________________________________________________________________
 BY0660* NAD 83(1986)-  31 29 16.     (N)    094 56 26.     (W)     SCALED    
 BY0660* NAVD 88     -        99.29   (+/-2cm)     325.8    (feet)  VERTCON   
 BY0660  ___________________________________________________________________
 BY0660  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY0660
 BY0660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0660
 BY0660.The horizontal coordinates were scaled from a topographic map and have
 BY0660.an estimated accuracy of +/- 6 seconds.
 BY0660
 BY0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0660.The vertical order pertains to the NGVD 29 superseded value.
 BY0660
 BY0660.The geoid height was determined by GEOID03.
 BY0660
 BY0660;                    North         East    Units  Estimated Accuracy
 BY0660;SPC TX C     - 3,214,300.    1,212,150.      MT  (+/- 180 meters Scaled)
 BY0660
 BY0660                          SUPERSEDED SURVEY CONTROL
 BY0660
 BY0660  NGVD 29 (??/??/92)   99.341  (m)          325.92   (f) ADJ UNCH    2 0
 BY0660
 BY0660.Superseded values are not recommended for survey control.
 BY0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0660.See file dsdata.txt to determine how the superseded data were derived.
 BY0660
 BY0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ156852(NAD 83)
 BY0660_MARKER: DB = BENCH MARK DISK
 BY0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0660_SP_SET: CONCRETE BASE
 BY0660_STAMPING: Z 147 1938
 BY0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0660
 BY0660  HISTORY     - Date     Condition        Report By
 BY0660  HISTORY     - 1938     MONUMENTED       CGS
 BY0660
 BY0660                          STATION DESCRIPTION
 BY0660
 BY0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BY0660'IN WELLS.
 BY0660'ON TOP OF THE SOUTH CORNER OF THE SOUTHEAST CONCRETE BASE OF THE TOWN
 BY0660'OF WELLS WATER TOWER.  78 FT. NORTHWEST OF THE NORTHEAST CORNER OF THE
 BY0660'ST.L. AND S.W. R.R. DEPOT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9164 ***********************************************************************
 AC9164  DESIGNATION -  Z 1470
 AC9164  PID         -  AC9164
 AC9164  STATE/COUNTY-  TX/LUBBOCK
 AC9164  USGS QUAD   -  LUBBOCK EAST (1975)
 AC9164
 AC9164                         *CURRENT SURVEY CONTROL
 AC9164  ___________________________________________________________________
 AC9164* NAD 83(1986)-  33 31 16.     (N)    101 47 18.     (W)     SCALED    
 AC9164* NAVD 88     -       961.189  (meters)    3153.50   (feet)  ADJUSTED  
 AC9164  ___________________________________________________________________
 AC9164  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AC9164  DYNAMIC HT  -         959.949 (meters)    3149.43  (feet)  COMP
 AC9164  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 AC9164
 AC9164  VERT ORDER  -  FIRST     CLASS II
 AC9164
 AC9164.The horizontal coordinates were scaled from a topographic map and have
 AC9164.an estimated accuracy of +/- 6 seconds.
 AC9164
 AC9164.The orthometric height was determined by differential leveling
 AC9164.and adjusted by the National Geodetic Survey in July 2002..
 AC9164
 AC9164.The geoid height was determined by GEOID03.
 AC9164
 AC9164.The dynamic height is computed by dividing the NAVD 88
 AC9164.geopotential number by the normal gravity value computed on the
 AC9164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9164.degrees latitude (g = 980.6199 gals.).
 AC9164
 AC9164.The modeled gravity was interpolated from observed gravity values.
 AC9164
 AC9164;                    North         East    Units  Estimated Accuracy
 AC9164;SPC TXNC     - 2,210,420.      294,590.      MT  (+/- 180 meters Scaled)
 AC9164
 AC9164                          SUPERSEDED SURVEY CONTROL
 AC9164
 AC9164.No superseded survey control is available for this station.
 AC9164
 AC9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC410125(NAD 83)
 AC9164_MARKER: I = METAL ROD
 AC9164_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9164_STAMPING: Z 1470 1996
 AC9164_MARK LOGO: NGS   
 AC9164_PROJECTION: FLUSH
 AC9164_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9164+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1997
 AC9164_ROD/PIPE-DEPTH: 8.1  meters
 AC9164_SLEEVE-DEPTH  : 0.9 meters
 AC9164
 AC9164  HISTORY     - Date     Condition        Report By
 AC9164  HISTORY     - 1996     MONUMENTED       NGS
 AC9164  HISTORY     - 19970427 GOOD             NGS
 AC9164
 AC9164                          STATION DESCRIPTION
 AC9164
 AC9164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC9164'5.6 KM (3.45 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84 FROM THE
 AC9164'JUNCTION OF INTERSTATE HIGHWAY 27 IN LUBBOCK, 53.0 M (173.9 FT)
 AC9164'NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO THE LUBBOCK LIGHT AND
 AC9164'POWER PRODUCTION DIVISION, 26.6 M (87.3 FT) WEST OF A UTILITY POLE,
 AC9164'21.1 M (69.2 FT) SOUTHWEST OF AND LEVEL WITH THE SOUTHBOUND LANES OF
 AC9164'THE HIGHWAY, 12.7 NORTHWEST OF THE CENTER OF A GATE, AND 1.2 M (3.9
 AC9164'FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AC9164'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AC9164'THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY
 AC9164'OWNED BY LUBBOCK LIGHT AND POWER COMPANY, ROUTE 10, BOX 31-C, LUBBOCK,
 AC9164'TX 79404.
 AC9164
 AC9164                          STATION RECOVERY (1997)
 AC9164
 AC9164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9164'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6314 ***********************************************************************
 AC6314  DESIGNATION -  Z 1471
 AC6314  PID         -  AC6314
 AC6314  STATE/COUNTY-  TX/JEFFERSON
 AC6314  USGS QUAD   -  VOTH (1993)
 AC6314
 AC6314                         *CURRENT SURVEY CONTROL
 AC6314  ___________________________________________________________________
 AC6314* NAD 83(1986)-  30 08 00.     (N)    094 10 03.     (W)     SCALED    
 AC6314* NAVD 88     -        12.425  (meters)      40.76   (feet)  ADJUSTED  
 AC6314  ___________________________________________________________________
 AC6314  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AC6314  DYNAMIC HT  -          12.409 (meters)      40.71  (feet)  COMP
 AC6314  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 AC6314
 AC6314  VERT ORDER  -  FIRST     CLASS II
 AC6314
 AC6314.The horizontal coordinates were scaled from a topographic map and have
 AC6314.an estimated accuracy of +/- 6 seconds.
 AC6314
 AC6314.The orthometric height was determined by differential leveling
 AC6314.and adjusted by the National Geodetic Survey in July 2002..
 AC6314
 AC6314.The geoid height was determined by GEOID03.
 AC6314
 AC6314.The dynamic height is computed by dividing the NAVD 88
 AC6314.geopotential number by the normal gravity value computed on the
 AC6314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6314.degrees latitude (g = 980.6199 gals.).
 AC6314
 AC6314.The modeled gravity was interpolated from observed gravity values.
 AC6314
 AC6314;                    North         East    Units  Estimated Accuracy
 AC6314;SPC TXSC     - 4,264,530.    1,065,490.      MT  (+/- 180 meters Scaled)
 AC6314
 AC6314                          SUPERSEDED SURVEY CONTROL
 AC6314
 AC6314.No superseded survey control is available for this station.
 AC6314
 AC6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP875341(NAD 83)
 AC6314_MARKER: DV = VERTICAL CONTROL DISK
 AC6314_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC6314_SP_SET: PIER
 AC6314_STAMPING: Z 1471 1996
 AC6314_MARK LOGO: NGS   
 AC6314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6314+STABILITY: POSITION/ELEVATION WELL
 AC6314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6314+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AC6314
 AC6314  HISTORY     - Date     Condition        Report By
 AC6314  HISTORY     - 1996     MONUMENTED       NGS
 AC6314  HISTORY     - 20050127 GOOD             USPSQD
 AC6314  HISTORY     - 20060304 GOOD             USPSQD
 AC6314
 AC6314                          STATION DESCRIPTION
 AC6314
 AC6314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6314'IN BEAUMONT, AT THE INTERSECTION OF HIGHWAYS 69, 96, 287, AND STATE
 AC6314'HIGHWAY 105, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY OF 8
 AC6314'CONCRETE COLUMNS OF THE 1ST PIER NORTHWEST OF THE SOUTHEAST ABUTMENT
 AC6314'OF THE HIGHWAY 69 OVERPASS OF HIGHWAY 105, 27.8 M (91.2 FT) SOUTH OF
 AC6314'THE CENTERLINE OF THE EASTBOUND LANES OF HIGHWAY 105, 12.5 M (41.0 FT)
 AC6314'NORTHEAST OF THE CENTER OF HIGHWAY 69, AND 1.4 M (4.6 FT) ABOVE THE
 AC6314'LEVEL OF THE HIGHWAY.
 AC6314
 AC6314                          STATION RECOVERY (2005)
 AC6314
 AC6314'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6314'RECOVERED IN GOOD CONDITION.
 AC6314
 AC6314                          STATION RECOVERY (2006)
 AC6314
 AC6314'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AC6314'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0934 ***********************************************************************
 CA0934  DESIGNATION -  Z 1473
 CA0934  PID         -  CA0934
 CA0934  STATE/COUNTY-  TX/MILLS
 CA0934  USGS QUAD   -  LAKE MERRITT (1979)
 CA0934
 CA0934                         *CURRENT SURVEY CONTROL
 CA0934  ___________________________________________________________________
 CA0934* NAD 83(1986)-  31 31 30.     (N)    098 36 08.     (W)     SCALED    
 CA0934* NAVD 88     -       438.469  (meters)    1438.54   (feet)  ADJUSTED  
 CA0934  ___________________________________________________________________
 CA0934  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA0934  DYNAMIC HT  -         437.890 (meters)    1436.64  (feet)  COMP
 CA0934  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 CA0934
 CA0934  VERT ORDER  -  FIRST     CLASS II
 CA0934
 CA0934.The horizontal coordinates were scaled from a topographic map and have
 CA0934.an estimated accuracy of +/- 6 seconds.
 CA0934
 CA0934.The orthometric height was determined by differential leveling
 CA0934.and adjusted by the National Geodetic Survey in June 1991..
 CA0934
 CA0934.The geoid height was determined by GEOID03.
 CA0934
 CA0934.The dynamic height is computed by dividing the NAVD 88
 CA0934.geopotential number by the normal gravity value computed on the
 CA0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0934.degrees latitude (g = 980.6199 gals.).
 CA0934
 CA0934.The modeled gravity was interpolated from observed gravity values.
 CA0934
 CA0934;                    North         East    Units  Estimated Accuracy
 CA0934;SPC TX C     - 3,207,290.      864,400.      MT  (+/- 180 meters Scaled)
 CA0934
 CA0934                          SUPERSEDED SURVEY CONTROL
 CA0934
 CA0934.No superseded survey control is available for this station.
 CA0934
 CA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV377878(NAD 83)
 CA0934_MARKER: I = METAL ROD
 CA0934_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0934+WITH SETTING: INFORMATION.
 CA0934_SP_SET: SHALLOW SET METAL ROD
 CA0934_STAMPING: Z 1473 1983
 CA0934_MARK LOGO: NGS   
 CA0934_PROJECTION: FLUSH
 CA0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0934_ROD/PIPE-DEPTH: 1.2  meters
 CA0934
 CA0934  HISTORY     - Date     Condition        Report By
 CA0934  HISTORY     - 1983     MONUMENTED       NGS
 CA0934
 CA0934                          STATION DESCRIPTION
 CA0934
 CA0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0934'9.8 KM (6.1 MI) NW FROM GOLDTHWAITE.
 CA0934'9.8 KM (6.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0934'COURTHOUSE IN GOLDTHWAITE, 0.7 KM (0.45 MI) NORTHWEST OF THE JUNCTION
 CA0934'OF FARM ROAD 1029, 0.5 KM (0.3 MI) SOUTHEAST OF A UTILITY LINE
 CA0934'CROSSING, 29.0 METERS (95.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CA0934'HIGHWAY AND 27.2 METERS (89.2 FT) SOUTHEAST OF THE CENTER OF A FIELD
 CA0934'ENTRANCE.  NOTE, REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM
 CA0934'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0934'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0934'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0959 ***********************************************************************
 CA0959  DESIGNATION -  Z 1474
 CA0959  PID         -  CA0959
 CA0959  STATE/COUNTY-  TX/LAMPASAS
 CA0959  USGS QUAD   -  LAMPASAS (1954)
 CA0959
 CA0959                         *CURRENT SURVEY CONTROL
 CA0959  ___________________________________________________________________
 CA0959* NAD 83(1986)-  31 03 35.     (N)    098 08 22.     (W)     SCALED    
 CA0959* NAVD 88     -       314.100  (meters)    1030.51   (feet)  ADJUSTED  
 CA0959  ___________________________________________________________________
 CA0959  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CA0959  DYNAMIC HT  -         313.681 (meters)    1029.14  (feet)  COMP
 CA0959  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 CA0959
 CA0959  VERT ORDER  -  FIRST     CLASS II
 CA0959
 CA0959.The horizontal coordinates were scaled from a topographic map and have
 CA0959.an estimated accuracy of +/- 6 seconds.
 CA0959
 CA0959.The orthometric height was determined by differential leveling
 CA0959.and adjusted by the National Geodetic Survey in June 1991..
 CA0959
 CA0959.The geoid height was determined by GEOID03.
 CA0959
 CA0959.The dynamic height is computed by dividing the NAVD 88
 CA0959.geopotential number by the normal gravity value computed on the
 CA0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0959.degrees latitude (g = 980.6199 gals.).
 CA0959
 CA0959.The modeled gravity was interpolated from observed gravity values.
 CA0959
 CA0959;                    North         East    Units  Estimated Accuracy
 CA0959;SPC TX C     - 3,156,490.      909,360.      MT  (+/- 180 meters Scaled)
 CA0959
 CA0959                          SUPERSEDED SURVEY CONTROL
 CA0959
 CA0959.No superseded survey control is available for this station.
 CA0959
 CA0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV821365(NAD 83)
 CA0959_MARKER: DB = BENCH MARK DISK
 CA0959_SETTING: 66 = SET IN ROCK OUTCROP
 CA0959_SP_SET: ROCK OUTCROP
 CA0959_STAMPING: Z 1474 1983
 CA0959_MARK LOGO: NGS   
 CA0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0959+STABILITY: POSITION/ELEVATION WELL
 CA0959
 CA0959  HISTORY     - Date     Condition        Report By
 CA0959  HISTORY     - 1983     MONUMENTED       NGS
 CA0959
 CA0959                          STATION DESCRIPTION
 CA0959
 CA0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0959'5.7 KM (3.55 MI) EAST FROM LAMPASAS.
 CA0959'0.4 KM (0.25 MI) WEST ALONG EAST SECOND STREET FROM THE SANTA FE
 CA0959'RAILROAD STATION IN LAMPASAS, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG
 CA0959'U.S. HIGHWAY 190, IN THE CENTER OF A 4 BY 9 FT EXPOSED AREA OF
 CA0959'OUTCROPPING BEDROCK, 49.3 METERS (161.7 FT) NORTH OF THE CENTERLINE OF
 CA0959'THE HIGHWAY, 41.1 METERS (134.8 FT) NORTHWEST OF THE NORTHWEST CORNER
 CA0959'OF A BOX CULVERT AND 27.7 METERS (90.9 FT) NORTH OF A FENCE.
 CA0959'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CA0959'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1234 ***********************************************************************
 BZ1234  DESIGNATION -  Z 1475
 BZ1234  PID         -  BZ1234
 BZ1234  STATE/COUNTY-  TX/BELL
 BZ1234  USGS QUAD   -  NOLANVILLE (1995)
 BZ1234
 BZ1234                         *CURRENT SURVEY CONTROL
 BZ1234  ___________________________________________________________________
 BZ1234* NAD 83(1986)-  31 04 32.     (N)    097 36 25.     (W)     SCALED    
 BZ1234* NAVD 88     -       209.619  (meters)     687.73   (feet)  ADJUSTED  
 BZ1234  ___________________________________________________________________
 BZ1234  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ1234  DYNAMIC HT  -         209.339 (meters)     686.81  (feet)  COMP
 BZ1234  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 BZ1234
 BZ1234  VERT ORDER  -  FIRST     CLASS II
 BZ1234
 BZ1234.The horizontal coordinates were scaled from a topographic map and have
 BZ1234.an estimated accuracy of +/- 6 seconds.
 BZ1234
 BZ1234.The orthometric height was determined by differential leveling
 BZ1234.and adjusted by the National Geodetic Survey in June 1991..
 BZ1234
 BZ1234.The geoid height was determined by GEOID03.
 BZ1234
 BZ1234.The dynamic height is computed by dividing the NAVD 88
 BZ1234.geopotential number by the normal gravity value computed on the
 BZ1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1234.degrees latitude (g = 980.6199 gals.).
 BZ1234
 BZ1234.The modeled gravity was interpolated from observed gravity values.
 BZ1234
 BZ1234;                    North         East    Units  Estimated Accuracy
 BZ1234;SPC TX C     - 3,159,370.      960,120.      MT  (+/- 180 meters Scaled)
 BZ1234
 BZ1234                          SUPERSEDED SURVEY CONTROL
 BZ1234
 BZ1234.No superseded survey control is available for this station.
 BZ1234
 BZ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV328388(NAD 83)
 BZ1234_MARKER: DB = BENCH MARK DISK
 BZ1234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1234_SP_SET: PIER
 BZ1234_STAMPING: Z 1475 1983
 BZ1234_MARK LOGO: NGS   
 BZ1234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1234+STABILITY: POSITION/ELEVATION WELL
 BZ1234
 BZ1234  HISTORY     - Date     Condition        Report By
 BZ1234  HISTORY     - 1983     MONUMENTED       NGS
 BZ1234
 BZ1234                          STATION DESCRIPTION
 BZ1234
 BZ1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1234'12.8 KM (7.95 MI) EAST FROM KILLEEN.
 BZ1234'12.6 KM (7.85 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 BZ1234'RAILROAD STATION IN KILLEEN, THENCE 0.2 KM (0.1 MI) SOUTH ALONG SPUR
 BZ1234'STATE HIGHWAY 439, SET VERTICALLY IN THE EAST FACE OF THE MOST
 BZ1234'SOUTHERLY 1 OF 3 PIERS OF THE EAST BOUND U.S. HIGHWAY 190 OVERPASS OF
 BZ1234'THE HIGHWAY AND 14.7 METERS (48.2 FT) EAST OF THE CENTERLINE OF THE
 BZ1234'HIGHWAY.
 BZ1234'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2475 ***********************************************************************
 CS2475  DESIGNATION -  Z 1476
 CS2475  PID         -  CS2475
 CS2475  STATE/COUNTY-  TX/JOHNSON
 CS2475  USGS QUAD   -  KEENE (1978)
 CS2475
 CS2475                         *CURRENT SURVEY CONTROL
 CS2475  ___________________________________________________________________
 CS2475* NAD 83(1986)-  32 29 42.     (N)    097 17 08.     (W)     SCALED    
 CS2475* NAVD 88     -       219.170  (meters)     719.06   (feet)  ADJUSTED  
 CS2475  ___________________________________________________________________
 CS2475  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CS2475  DYNAMIC HT  -         218.908 (meters)     718.20  (feet)  COMP
 CS2475  MODELED GRAV-     979,440.8   (mgal)                       NAVD 88
 CS2475
 CS2475  VERT ORDER  -  FIRST     CLASS II
 CS2475
 CS2475.The horizontal coordinates were scaled from a topographic map and have
 CS2475.an estimated accuracy of +/- 6 seconds.
 CS2475
 CS2475.The orthometric height was determined by differential leveling
 CS2475.and adjusted by the National Geodetic Survey in June 1991..
 CS2475
 CS2475.The geoid height was determined by GEOID03.
 CS2475
 CS2475.The dynamic height is computed by dividing the NAVD 88
 CS2475.geopotential number by the normal gravity value computed on the
 CS2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2475.degrees latitude (g = 980.6199 gals.).
 CS2475
 CS2475.The modeled gravity was interpolated from observed gravity values.
 CS2475
 CS2475;                    North         East    Units  Estimated Accuracy
 CS2475;SPC TXNC     - 2,092,510.      714,120.      MT  (+/- 180 meters Scaled)
 CS2475
 CS2475                          SUPERSEDED SURVEY CONTROL
 CS2475
 CS2475.No superseded survey control is available for this station.
 CS2475
 CS2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA610966(NAD 83)
 CS2475_MARKER: DB = BENCH MARK DISK
 CS2475_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2475_SP_SET: PIER
 CS2475_STAMPING: Z 1476 1983
 CS2475_MARK LOGO: NGS   
 CS2475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2475
 CS2475  HISTORY     - Date     Condition        Report By
 CS2475  HISTORY     - 1983     MONUMENTED       NGS
 CS2475  HISTORY     - 19910413 GOOD             USPSQD
 CS2475  HISTORY     - 19940324 GOOD             USPSQD
 CS2475  HISTORY     - 19990605 GOOD             USPSQD
 CS2475  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2475  HISTORY     - 20051119 GOOD             USPSQD
 CS2475
 CS2475                          STATION DESCRIPTION
 CS2475
 CS2475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2475'19.8 KM (12.3 MI) SOUTH FROM FORT WORTH.
 CS2475'19.8 KM (12.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2475'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, SET VERTICALLY IN THE
 CS2475'SOUTHWEST FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF THE FIRST SET OF
 CS2475'PIERS SOUTHEAST OF THE NORTHWEST END OF A FRONTAGE ROAD OVERPASS OF
 CS2475'QUIL MILLER CREEK, 27.1 METERS (88.9 FT) NORTHEAST OF THE CENTERLINE
 CS2475'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 1.4 METERS (4.6 FT)
 CS2475'SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 CS2475'THE MARK IS 1.4 M ABOVE THE GROUND.
 CS2475
 CS2475                          STATION RECOVERY (1991)
 CS2475
 CS2475'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2475'RECOVERED IN GOOD CONDITION.
 CS2475
 CS2475                          STATION RECOVERY (1994)
 CS2475
 CS2475'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2475'RECOVERED IN GOOD CONDITION.
 CS2475
 CS2475                          STATION RECOVERY (1999)
 CS2475
 CS2475'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2475'RECOVERED IN GOOD CONDITION.
 CS2475
 CS2475                          STATION RECOVERY (2004)
 CS2475
 CS2475'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS2475'MARK NOT FOUND.
 CS2475
 CS2475                          STATION RECOVERY (2005)
 CS2475
 CS2475'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS2475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2444 ***********************************************************************
 CS2444  DESIGNATION -  Z 1477
 CS2444  PID         -  CS2444
 CS2444  STATE/COUNTY-  TX/PARKER
 CS2444  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2444
 CS2444                         *CURRENT SURVEY CONTROL
 CS2444  ___________________________________________________________________
 CS2444* NAD 83(1986)-  32 43 42.     (N)    097 50 28.     (W)     SCALED    
 CS2444* NAVD 88     -       316.223  (meters)    1037.47   (feet)  ADJUSTED  
 CS2444  ___________________________________________________________________
 CS2444  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CS2444  DYNAMIC HT  -         315.835 (meters)    1036.20  (feet)  COMP
 CS2444  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 CS2444
 CS2444  VERT ORDER  -  FIRST     CLASS II
 CS2444
 CS2444.The horizontal coordinates were scaled from a topographic map and have
 CS2444.an estimated accuracy of +/- 6 seconds.
 CS2444
 CS2444.The orthometric height was determined by differential leveling
 CS2444.and adjusted by the National Geodetic Survey in June 1991..
 CS2444
 CS2444.The geoid height was determined by GEOID03.
 CS2444
 CS2444.The dynamic height is computed by dividing the NAVD 88
 CS2444.geopotential number by the normal gravity value computed on the
 CS2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2444.degrees latitude (g = 980.6199 gals.).
 CS2444
 CS2444.The modeled gravity was interpolated from observed gravity values.
 CS2444
 CS2444;                    North         East    Units  Estimated Accuracy
 CS2444;SPC TXNC     - 2,117,920.      661,760.      MT  (+/- 180 meters Scaled)
 CS2444
 CS2444                          SUPERSEDED SURVEY CONTROL
 CS2444
 CS2444.No superseded survey control is available for this station.
 CS2444
 CS2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB085217(NAD 83)
 CS2444_MARKER: DB = BENCH MARK DISK
 CS2444_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2444_SP_SET: PIER
 CS2444_STAMPING: Z 1477 1983
 CS2444_MARK LOGO: NGS   
 CS2444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2444
 CS2444  HISTORY     - Date     Condition        Report By
 CS2444  HISTORY     - 1983     MONUMENTED       NGS
 CS2444  HISTORY     - 19910522 GOOD             USPSQD
 CS2444  HISTORY     - 19950820 GOOD             USPSQD
 CS2444  HISTORY     - 19970524 GOOD             USPSQD
 CS2444  HISTORY     - 20020317 GOOD             USPSQD
 CS2444
 CS2444                          STATION DESCRIPTION
 CS2444
 CS2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2444'4.9 KM (3.05 MI) WEST FROM WEATHERFORD.
 CS2444'4.9 KM (3.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2444'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE
 CS2444'WEST FACE OF THE MOST WESTERLY 1 OF 2 PIERS OF A PAVED ROAD OVERPASS
 CS2444'AND 8.5 METERS (27.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 CS2444'LANES OF THE HIGHWAY.
 CS2444'THE MARK IS 1.4 M ABOVE THE GROUND.
 CS2444
 CS2444                          STATION RECOVERY (1991)
 CS2444
 CS2444'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2444'RECOVERED IN GOOD CONDITION.
 CS2444
 CS2444                          STATION RECOVERY (1995)
 CS2444
 CS2444'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2444'RECOVERED IN GOOD CONDITION.
 CS2444
 CS2444                          STATION RECOVERY (1997)
 CS2444
 CS2444'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2444'RECOVERED IN GOOD CONDITION.
 CS2444
 CS2444                          STATION RECOVERY (2002)
 CS2444
 CS2444'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0906 ***********************************************************************
 CT0906  DESIGNATION -  Z 1478
 CT0906  PID         -  CT0906
 CT0906  STATE/COUNTY-  TX/PALO PINTO
 CT0906  USGS QUAD   -  SANTO (1984)
 CT0906
 CT0906                         *CURRENT SURVEY CONTROL
 CT0906  ___________________________________________________________________
 CT0906* NAD 83(1986)-  32 34 05.     (N)    098 11 57.     (W)     SCALED    
 CT0906* NAVD 88     -       289.070  (meters)     948.39   (feet)  ADJUSTED  
 CT0906  ___________________________________________________________________
 CT0906  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0906  DYNAMIC HT  -         288.713 (meters)     947.22  (feet)  COMP
 CT0906  MODELED GRAV-     979,396.9   (mgal)                       NAVD 88
 CT0906
 CT0906  VERT ORDER  -  FIRST     CLASS II
 CT0906
 CT0906.The horizontal coordinates were scaled from a topographic map and have
 CT0906.an estimated accuracy of +/- 6 seconds.
 CT0906
 CT0906.The orthometric height was determined by differential leveling
 CT0906.and adjusted by the National Geodetic Survey in June 1991..
 CT0906
 CT0906.The geoid height was determined by GEOID03.
 CT0906
 CT0906.The dynamic height is computed by dividing the NAVD 88
 CT0906.geopotential number by the normal gravity value computed on the
 CT0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0906.degrees latitude (g = 980.6199 gals.).
 CT0906
 CT0906.The modeled gravity was interpolated from observed gravity values.
 CT0906
 CT0906;                    North         East    Units  Estimated Accuracy
 CT0906;SPC TXNC     - 2,100,000.      628,250.      MT  (+/- 180 meters Scaled)
 CT0906
 CT0906                          SUPERSEDED SURVEY CONTROL
 CT0906
 CT0906.No superseded survey control is available for this station.
 CT0906
 CT0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB751036(NAD 83)
 CT0906_MARKER: DB = BENCH MARK DISK
 CT0906_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0906_SP_SET: PIER
 CT0906_STAMPING: Z 1478 1983
 CT0906_MARK LOGO: NGS   
 CT0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0906
 CT0906  HISTORY     - Date     Condition        Report By
 CT0906  HISTORY     - 1983     MONUMENTED       NGS
 CT0906  HISTORY     - 19980627 GOOD             USPSQD
 CT0906  HISTORY     - 20020316 GOOD             USPSQD
 CT0906  HISTORY     - 20040327 GOOD             USPSQD
 CT0906
 CT0906                          STATION DESCRIPTION
 CT0906
 CT0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0906'43.8 KM (27.2 MI) WEST FROM WEATHERFORD.
 CT0906'43.8 KM (27.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0906'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE
 CT0906'NORTH FACE OF THE MOST WESTERLY 1 OF 2 PIERS OF FARM ROAD 4 OVERPASS
 CT0906'(EXIT 380), 15.0 METERS (49.2 FT) NORTH OF THE CENTERLINE OF THE EAST
 CT0906'BOUND LANES OF THE HIGHWAY AND 14.2 METERS (46.6 FT) SOUTH OF THE
 CT0906'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CT0906'THE MARK IS 1.2 M ABOVE THE GROUND.
 CT0906
 CT0906                          STATION RECOVERY (1998)
 CT0906
 CT0906'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0906'RECOVERED IN GOOD CONDITION.
 CT0906
 CT0906                          STATION RECOVERY (2002)
 CT0906
 CT0906'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0906'RECOVERED IN GOOD CONDITION.
 CT0906
 CT0906                          STATION RECOVERY (2004)
 CT0906
 CT0906'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0922 ***********************************************************************
 CT0922  DESIGNATION -  Z 1479
 CT0922  PID         -  CT0922
 CT0922  STATE/COUNTY-  TX/EASTLAND
 CT0922  USGS QUAD   -  STRAWN EAST (1984)
 CT0922
 CT0922                         *CURRENT SURVEY CONTROL
 CT0922  ___________________________________________________________________
 CT0922* NAD 83(1986)-  32 30 12.     (N)    098 28 38.     (W)     SCALED    
 CT0922* NAVD 88     -       303.533  (meters)     995.84   (feet)  ADJUSTED  
 CT0922  ___________________________________________________________________
 CT0922  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CT0922  DYNAMIC HT  -         303.153 (meters)     994.59  (feet)  COMP
 CT0922  MODELED GRAV-     979,378.1   (mgal)                       NAVD 88
 CT0922
 CT0922  VERT ORDER  -  FIRST     CLASS II
 CT0922
 CT0922.The horizontal coordinates were scaled from a topographic map and have
 CT0922.an estimated accuracy of +/- 6 seconds.
 CT0922
 CT0922.The orthometric height was determined by differential leveling
 CT0922.and adjusted by the National Geodetic Survey in June 1991..
 CT0922
 CT0922.The geoid height was determined by GEOID03.
 CT0922
 CT0922.The dynamic height is computed by dividing the NAVD 88
 CT0922.geopotential number by the normal gravity value computed on the
 CT0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0922.degrees latitude (g = 980.6199 gals.).
 CT0922
 CT0922.The modeled gravity was interpolated from observed gravity values.
 CT0922
 CT0922;                    North         East    Units  Estimated Accuracy
 CT0922;SPC TXNC     - 2,092,780.      602,140.      MT  (+/- 180 meters Scaled)
 CT0922
 CT0922                          SUPERSEDED SURVEY CONTROL
 CT0922
 CT0922.No superseded survey control is available for this station.
 CT0922
 CT0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA491963(NAD 83)
 CT0922_MARKER: DB = BENCH MARK DISK
 CT0922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0922_SP_SET: ABUTMENT
 CT0922_STAMPING: Z 1479 1983
 CT0922_MARK LOGO: NGS   
 CT0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0922
 CT0922  HISTORY     - Date     Condition        Report By
 CT0922  HISTORY     - 1983     MONUMENTED       NGS
 CT0922  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0922  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0922
 CT0922                          STATION DESCRIPTION
 CT0922
 CT0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0922'22.4 KM (13.9 MI) EAST FROM RANGER.
 CT0922'22.4 KM (13.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0922'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN TOP OF THE SOUTH END OF THE
 CT0922'EAST CONCRETE ABUTMENT OF THE WEST BOUND BRIDGE SPANNING PALO PINTO
 CT0922'CREEK AND 5.0 METERS (16.4 FT) SOUTH OF THE CENTERLINE OF THE WEST
 CT0922'BOUND LANES OF THE HIGHWAY.
 CT0922'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0922
 CT0922                          STATION RECOVERY (2002)
 CT0922
 CT0922'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0922'MARK NOT FOUND.
 CT0922
 CT0922                          STATION RECOVERY (2004)
 CT0922
 CT0922'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0947 ***********************************************************************
 CT0947  DESIGNATION -  Z 1480
 CT0947  PID         -  CT0947
 CT0947  STATE/COUNTY-  TX/EASTLAND
 CT0947  USGS QUAD   -  CISCO NORTH (1987)
 CT0947
 CT0947                         *CURRENT SURVEY CONTROL
 CT0947  ___________________________________________________________________
 CT0947* NAD 83(1986)-  32 22 33.     (N)    098 56 40.     (W)     SCALED    
 CT0947* NAVD 88     -       505.274  (meters)    1657.72   (feet)  ADJUSTED  
 CT0947  ___________________________________________________________________
 CT0947  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CT0947  DYNAMIC HT  -         504.621 (meters)    1655.58  (feet)  COMP
 CT0947  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 CT0947
 CT0947  VERT ORDER  -  FIRST     CLASS II
 CT0947
 CT0947.The horizontal coordinates were scaled from a topographic map and have
 CT0947.an estimated accuracy of +/- 6 seconds.
 CT0947
 CT0947.The orthometric height was determined by differential leveling
 CT0947.and adjusted by the National Geodetic Survey in June 1991..
 CT0947
 CT0947.The geoid height was determined by GEOID03.
 CT0947
 CT0947.The dynamic height is computed by dividing the NAVD 88
 CT0947.geopotential number by the normal gravity value computed on the
 CT0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0947.degrees latitude (g = 980.6199 gals.).
 CT0947
 CT0947.The modeled gravity was interpolated from observed gravity values.
 CT0947
 CT0947;                    North         East    Units  Estimated Accuracy
 CT0947;SPC TXNC     - 2,078,730.      558,180.      MT  (+/- 180 meters Scaled)
 CT0947
 CT0947                          SUPERSEDED SURVEY CONTROL
 CT0947
 CT0947.No superseded survey control is available for this station.
 CT0947
 CT0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA052820(NAD 83)
 CT0947_MARKER: I = METAL ROD
 CT0947_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CT0947+WITH SETTING: INFORMATION.
 CT0947_SP_SET: SHALLOW SET METAL ROD
 CT0947_STAMPING: Z 1480 1983
 CT0947_MARK LOGO: NGS   
 CT0947_PROJECTION: FLUSH
 CT0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0947_ROD/PIPE-DEPTH: 2.1  meters
 CT0947
 CT0947  HISTORY     - Date     Condition        Report By
 CT0947  HISTORY     - 1983     MONUMENTED       NGS
 CT0947
 CT0947                          STATION DESCRIPTION
 CT0947
 CT0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0947'25.6 KM (15.9 MI) WEST FROM RANGER.
 CT0947'25.6 KM (15.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0947'JUNCTION WITH FARM ROAD 2461 IN RANGER, 65.5 METERS (214.9 FEET)
 CT0947'NORTHEAST OF MILEPOST 334, 37.5 METERS (123.0 FT) NORTH OF THE
 CT0947'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 11.5 METERS
 CT0947'(37.7 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 1.6 METERS
 CT0947'(5.2 FT) WEST OF A T-FENCE CORNER AND 1.4 METERS (EAST OF A UTILITY
 CT0947'POLE.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT
 CT0947'IS THROUGH A 5-INCH LOGO CAP.
 CT0947'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CT0947'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1572 ***********************************************************************
 FL1572  DESIGNATION -  Z 1481
 FL1572  PID         -  FL1572
 FL1572  STATE/COUNTY-  TX/DONLEY
 FL1572  USGS QUAD   -  JERICHO (1964)
 FL1572
 FL1572                         *CURRENT SURVEY CONTROL
 FL1572  ___________________________________________________________________
 FL1572* NAD 83(1986)-  35 10 05.     (N)    100 54 12.     (W)     SCALED    
 FL1572* NAVD 88     -       972.091  (meters)    3189.27   (feet)  ADJUSTED  
 FL1572  ___________________________________________________________________
 FL1572  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1572  DYNAMIC HT  -         970.974 (meters)    3185.60  (feet)  COMP
 FL1572  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 FL1572
 FL1572  VERT ORDER  -  FIRST     CLASS II
 FL1572
 FL1572.The horizontal coordinates were scaled from a topographic map and have
 FL1572.an estimated accuracy of +/- 6 seconds.
 FL1572
 FL1572.The orthometric height was determined by differential leveling
 FL1572.and adjusted by the National Geodetic Survey in June 1991..
 FL1572
 FL1572.The geoid height was determined by GEOID03.
 FL1572
 FL1572.The dynamic height is computed by dividing the NAVD 88
 FL1572.geopotential number by the normal gravity value computed on the
 FL1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1572.degrees latitude (g = 980.6199 gals.).
 FL1572
 FL1572.The modeled gravity was interpolated from observed gravity values.
 FL1572
 FL1572;                    North         East    Units  Estimated Accuracy
 FL1572;SPC TX N     - 1,129,740.      254,350.      MT  (+/- 180 meters Scaled)
 FL1572
 FL1572                          SUPERSEDED SURVEY CONTROL
 FL1572
 FL1572.No superseded survey control is available for this station.
 FL1572
 FL1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD266933(NAD 83)
 FL1572_MARKER: I = METAL ROD
 FL1572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FL1572_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FL1572_STAMPING: Z 1481 1984
 FL1572_MARK LOGO: NGS   
 FL1572_PROJECTION: FLUSH
 FL1572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1572+STABILITY: POSITION/ELEVATION WELL
 FL1572_ROD/PIPE-DEPTH: 11.0 meters
 FL1572_SLEEVE-DEPTH  : 8.8 meters
 FL1572
 FL1572  HISTORY     - Date     Condition        Report By
 FL1572  HISTORY     - 1984     MONUMENTED       NGS
 FL1572  HISTORY     - 1984     GOOD             NGS
 FL1572
 FL1572                          STATION DESCRIPTION
 FL1572
 FL1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1572'1.7 KM (1.05 MI) SOUTH FROM JERICHO.
 FL1572'1.7 KM (1.05 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1572'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, 26.0 M (85.3 FT) SOUTH
 FL1572'OF THE CENTER OF A GRAVELED ROAD LEADING EAST, 18.5 M (60.7 FT) EAST
 FL1572'OF THE CENTERLINE OF THE HIGHWAY, AND 3.3 M (10.8 FT) SOUTH OF A
 FL1572'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FL1572'CAP.
 FL1572'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 FL1572'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 FL1572
 FL1572                          STATION RECOVERY (1984)
 FL1572
 FL1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0650 ***********************************************************************
 DO0650  DESIGNATION -  Z 1482
 DO0650  PID         -  DO0650
 DO0650  STATE/COUNTY-  TX/WICHITA
 DO0650  USGS QUAD   -  IOWA PARK (1972)
 DO0650
 DO0650                         *CURRENT SURVEY CONTROL
 DO0650  ___________________________________________________________________
 DO0650* NAD 83(1986)-  33 58 00.     (N)    098 43 31.     (W)     SCALED    
 DO0650* NAVD 88     -       313.785  (meters)    1029.48   (feet)  ADJUSTED  
 DO0650  ___________________________________________________________________
 DO0650  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DO0650  DYNAMIC HT  -         313.440 (meters)    1028.34  (feet)  COMP
 DO0650  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 DO0650
 DO0650  VERT ORDER  -  FIRST     CLASS II
 DO0650
 DO0650.The horizontal coordinates were scaled from a topographic map and have
 DO0650.an estimated accuracy of +/- 6 seconds.
 DO0650
 DO0650.The orthometric height was determined by differential leveling
 DO0650.and adjusted by the National Geodetic Survey in June 1991..
 DO0650
 DO0650.The geoid height was determined by GEOID03.
 DO0650
 DO0650.The dynamic height is computed by dividing the NAVD 88
 DO0650.geopotential number by the normal gravity value computed on the
 DO0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0650.degrees latitude (g = 980.6199 gals.).
 DO0650
 DO0650.The modeled gravity was interpolated from observed gravity values.
 DO0650
 DO0650;                    North         East    Units  Estimated Accuracy
 DO0650;SPC TXNC     - 2,255,080.      579,180.      MT  (+/- 180 meters Scaled)
 DO0650
 DO0650                          SUPERSEDED SURVEY CONTROL
 DO0650
 DO0650.No superseded survey control is available for this station.
 DO0650
 DO0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC253584(NAD 83)
 DO0650_MARKER: DB = BENCH MARK DISK
 DO0650_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0650_SP_SET: PIER
 DO0650_STAMPING: Z 1482 1984
 DO0650_MARK LOGO: NGS   
 DO0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0650+STABILITY: POSITION/ELEVATION WELL
 DO0650
 DO0650  HISTORY     - Date     Condition        Report By
 DO0650  HISTORY     - 1984     MONUMENTED       NGS
 DO0650  HISTORY     - 20010525 GOOD             USPSQD
 DO0650
 DO0650                          STATION DESCRIPTION
 DO0650
 DO0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0650'23.5 KM (14.6 MI) NW FROM WICHITA FALLS.
 DO0650'22.4 KM (13.9 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0650'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, THENCE 0.7 KM
 DO0650'(0.45 MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI)
 DO0650'WESTERLY ALONG A PAVED FRONTAGE ROAD, SET VERTICALLY IN THE NORTH FACE
 DO0650'OF THE MOST WESTERLY 1 OF 2 COLUMNS OF THE 1ST PIER SOUTH OF THE EAST
 DO0650'BOUND LANES OF THE FRONTAGE ROAD OVERPASS OVER U.S. HIGHWAY 287,
 DO0650'13.4 METERS (44.1 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 DO0650'OF THE HIGHWAY, AND 2.1 METERS (6.9 FT) WEST OF THE CENTER OF THE
 DO0650'OVERPASS.
 DO0650'THE MARK IS 1.3 M ABOVE THE GROUND.
 DO0650
 DO0650                          STATION RECOVERY (2001)
 DO0650
 DO0650'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0542 ***********************************************************************
 EM0542  DESIGNATION -  Z 1483
 EM0542  PID         -  EM0542
 EM0542  STATE/COUNTY-  TX/WILBARGER
 EM0542  USGS QUAD   -  VERNON (1983)
 EM0542
 EM0542                         *CURRENT SURVEY CONTROL
 EM0542  ___________________________________________________________________
 EM0542* NAD 83(1986)-  34 10 35.     (N)    099 19 21.     (W)     SCALED    
 EM0542* NAVD 88     -       366.080  (meters)    1201.05   (feet)  ADJUSTED  
 EM0542  ___________________________________________________________________
 EM0542  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0542  DYNAMIC HT  -         365.668 (meters)    1199.70  (feet)  COMP
 EM0542  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 EM0542
 EM0542  VERT ORDER  -  FIRST     CLASS II
 EM0542
 EM0542.The horizontal coordinates were scaled from a topographic map and have
 EM0542.an estimated accuracy of +/- 6 seconds.
 EM0542
 EM0542.The orthometric height was determined by differential leveling
 EM0542.and adjusted by the National Geodetic Survey in June 1991..
 EM0542
 EM0542.The geoid height was determined by GEOID03.
 EM0542
 EM0542.The dynamic height is computed by dividing the NAVD 88
 EM0542.geopotential number by the normal gravity value computed on the
 EM0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0542.degrees latitude (g = 980.6199 gals.).
 EM0542
 EM0542.The modeled gravity was interpolated from observed gravity values.
 EM0542
 EM0542;                    North         East    Units  Estimated Accuracy
 EM0542;SPC TXNC     - 2,278,620.      524,170.      MT  (+/- 180 meters Scaled)
 EM0542
 EM0542                          SUPERSEDED SURVEY CONTROL
 EM0542
 EM0542.No superseded survey control is available for this station.
 EM0542
 EM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC702817(NAD 83)
 EM0542_MARKER: DB = BENCH MARK DISK
 EM0542_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0542_SP_SET: ABUTMENT
 EM0542_STAMPING: Z 1483 1984
 EM0542_MARK LOGO: NGS   
 EM0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0542+STABILITY: POSITION/ELEVATION WELL
 EM0542
 EM0542  HISTORY     - Date     Condition        Report By
 EM0542  HISTORY     - 1984     MONUMENTED       NGS
 EM0542
 EM0542                          STATION DESCRIPTION
 EM0542
 EM0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0542'3.9 KM (2.45 MI) NW FROM VERNON.
 EM0542'3.2 KM (2.0 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0542'FROM THE STATION IN VERNON, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY
 EM0542'ALONG U.S. HIGHWAY 287, SET VERTICALLY IN THE WEST FACE OF THE WEST
 EM0542'END OF THE SOUTH CONCRETE ABUTMENT OF THE SOUTHEAST BOUND LANES OF A
 EM0542'HIGHWAY BRIDGE OVER THE PEASE RIVER, AND 7.0 METERS (23.0 FT) WEST OF
 EM0542'THE CENTERLINE OF THE HIGHWAY.
 EM0542'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0599 ***********************************************************************
 EN0599  DESIGNATION -  Z 1484
 EN0599  PID         -  EN0599
 EN0599  STATE/COUNTY-  TX/HALL
 EN0599  USGS QUAD   -  ESTELLINE (1985)
 EN0599
 EN0599                         *CURRENT SURVEY CONTROL
 EN0599  ___________________________________________________________________
 EN0599* NAD 83(1986)-  34 37 14.     (N)    100 28 19.     (W)     SCALED    
 EN0599* NAVD 88     -       579.203  (meters)    1900.27   (feet)  ADJUSTED  
 EN0599  ___________________________________________________________________
 EN0599  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EN0599  DYNAMIC HT  -         578.552 (meters)    1898.13  (feet)  COMP
 EN0599  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 EN0599
 EN0599  VERT ORDER  -  FIRST     CLASS II
 EN0599
 EN0599.The horizontal coordinates were scaled from a topographic map and have
 EN0599.an estimated accuracy of +/- 6 seconds.
 EN0599
 EN0599.The orthometric height was determined by differential leveling
 EN0599.and adjusted by the National Geodetic Survey in June 1991..
 EN0599
 EN0599.The geoid height was determined by GEOID03.
 EN0599
 EN0599.The dynamic height is computed by dividing the NAVD 88
 EN0599.geopotential number by the normal gravity value computed on the
 EN0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0599.degrees latitude (g = 980.6199 gals.).
 EN0599
 EN0599.The modeled gravity was interpolated from observed gravity values.
 EN0599
 EN0599;                    North         East    Units  Estimated Accuracy
 EN0599;SPC TX N     - 1,069,330.      294,280.      MT  (+/- 180 meters Scaled)
 EN0599
 EN0599                          SUPERSEDED SURVEY CONTROL
 EN0599
 EN0599.No superseded survey control is available for this station.
 EN0599
 EN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD650319(NAD 83)
 EN0599_MARKER: I = METAL ROD
 EN0599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0599_SP_SET: STAINLESS STEEL ROD
 EN0599_STAMPING: Z 1484 1984
 EN0599_MARK LOGO: NGS   
 EN0599_PROJECTION: FLUSH
 EN0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0599_ROD/PIPE-DEPTH: 6.7  meters
 EN0599
 EN0599  HISTORY     - Date     Condition        Report By
 EN0599  HISTORY     - 1984     MONUMENTED       NGS
 EN0599
 EN0599                          STATION DESCRIPTION
 EN0599
 EN0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0599'13.2 KM (8.2 MI) SE FROM MEMPHIS.
 EN0599'13.2 KM (8.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0599'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 0.7 KM (0.45 MI) SOUTH OF
 EN0599'RAILROAD MILEPOST 243, 1.0 KM (0.6 MI) SOUTH OF A CROSSROAD, 15.1 M
 EN0599'(49.5 FT) EAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EN0599'HIGHWAY, 12.6 M (41.3 FT) WEST OF THE NEAR RAIL OF THE BURLINGTON
 EN0599'NORTHERN RAILROAD, AND 1.3 M (4.3 FT) NORTH OF A UTILITY POLE WITH A
 EN0599'SUPPORT POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EN0599'CAP.
 EN0599'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EN0599'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0937 ***********************************************************************
 DN0937  DESIGNATION -  Z 1485
 DN0937  PID         -  DN0937
 DN0937  STATE/COUNTY-  TX/WISE
 DN0937  USGS QUAD   -  SMYRNA (1978)
 DN0937
 DN0937                         *CURRENT SURVEY CONTROL
 DN0937  ___________________________________________________________________
 DN0937* NAD 83(1986)-  33 23 24.     (N)    097 43 24.     (W)     SCALED    
 DN0937* NAVD 88     -       259.219  (meters)     850.45   (feet)  ADJUSTED  
 DN0937  ___________________________________________________________________
 DN0937  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DN0937  DYNAMIC HT  -         258.931 (meters)     849.51  (feet)  COMP
 DN0937  MODELED GRAV-     979,519.1   (mgal)                       NAVD 88
 DN0937
 DN0937  VERT ORDER  -  FIRST     CLASS II
 DN0937
 DN0937.The horizontal coordinates were scaled from a topographic map and have
 DN0937.an estimated accuracy of +/- 6 seconds.
 DN0937
 DN0937.The orthometric height was determined by differential leveling
 DN0937.and adjusted by the National Geodetic Survey in June 1991..
 DN0937
 DN0937.The geoid height was determined by GEOID03.
 DN0937
 DN0937.The dynamic height is computed by dividing the NAVD 88
 DN0937.geopotential number by the normal gravity value computed on the
 DN0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0937.degrees latitude (g = 980.6199 gals.).
 DN0937
 DN0937.The modeled gravity was interpolated from observed gravity values.
 DN0937
 DN0937;                    North         East    Units  Estimated Accuracy
 DN0937;SPC TXNC     - 2,191,370.      672,250.      MT  (+/- 180 meters Scaled)
 DN0937
 DN0937                          SUPERSEDED SURVEY CONTROL
 DN0937
 DN0937.No superseded survey control is available for this station.
 DN0937
 DN0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB187952(NAD 83)
 DN0937_MARKER: I = METAL ROD
 DN0937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0937_SP_SET: STAINLESS STEEL ROD
 DN0937_STAMPING: Z 1485 1984
 DN0937_MARK LOGO: NGS   
 DN0937_PROJECTION: FLUSH
 DN0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0937_ROD/PIPE-DEPTH: 7.3  meters
 DN0937
 DN0937  HISTORY     - Date     Condition        Report By
 DN0937  HISTORY     - 1984     MONUMENTED       NGS
 DN0937
 DN0937                          STATION DESCRIPTION
 DN0937
 DN0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0937'22.5 KM (14.0 MI) SE FROM BOWIE.
 DN0937'22.5 KM (14.0 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0937'FROM THE STATION IN BOWIE, OR 1.5 KM (0.95 MI) WEST ALONG WALNUT
 DN0937'STREET FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DECATUR,
 DN0937'THENCE 21.3 KM (13.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAYS 287 AND
 DN0937'81, 22.4 METERS (73.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 DN0937'BOUND LANES OF THE HIGHWAY, 17.4 METERS (57.1 FT) NORTHWEST OF THE
 DN0937'CENTER OF A GRAVELED ROAD, 15.0 METERS (49.2 FT) SOUTHWEST OF THE NEAR
 DN0937'RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 1.2 METERS (3.9 FT)
 DN0937'NORTHWEST OF UTILITY POLE NUMBER 9068 627 1931.  NOTE=ACCESS TO THE
 DN0937'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0937'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DN0937'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0625 ***********************************************************************
 DO0625  DESIGNATION -  Z 1486
 DO0625  PID         -  DO0625
 DO0625  STATE/COUNTY-  TX/CLAY
 DO0625  USGS QUAD   -  HENRIETTA (1984)
 DO0625
 DO0625                         *CURRENT SURVEY CONTROL
 DO0625  ___________________________________________________________________
 DO0625* NAD 83(1986)-  33 47 48.     (N)    098 11 00.     (W)     SCALED    
 DO0625* NAVD 88     -       273.717  (meters)     898.02   (feet)  ADJUSTED  
 DO0625  ___________________________________________________________________
 DO0625  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DO0625  DYNAMIC HT  -         273.414 (meters)     897.03  (feet)  COMP
 DO0625  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 DO0625
 DO0625  VERT ORDER  -  FIRST     CLASS II
 DO0625
 DO0625.The horizontal coordinates were scaled from a topographic map and have
 DO0625.an estimated accuracy of +/- 6 seconds.
 DO0625
 DO0625.The orthometric height was determined by differential leveling
 DO0625.and adjusted by the National Geodetic Survey in June 1991..
 DO0625
 DO0625.The geoid height was determined by GEOID03.
 DO0625
 DO0625.The dynamic height is computed by dividing the NAVD 88
 DO0625.geopotential number by the normal gravity value computed on the
 DO0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0625.degrees latitude (g = 980.6199 gals.).
 DO0625
 DO0625.The modeled gravity was interpolated from observed gravity values.
 DO0625
 DO0625;                    North         East    Units  Estimated Accuracy
 DO0625;SPC TXNC     - 2,236,250.      629,320.      MT  (+/- 180 meters Scaled)
 DO0625
 DO0625                          SUPERSEDED SURVEY CONTROL
 DO0625
 DO0625.No superseded survey control is available for this station.
 DO0625
 DO0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC755399(NAD 83)
 DO0625_MARKER: DB = BENCH MARK DISK
 DO0625_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0625_SP_SET: PIER
 DO0625_STAMPING: Z 1486 1984
 DO0625_MARK LOGO: NGS   
 DO0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0625
 DO0625  HISTORY     - Date     Condition        Report By
 DO0625  HISTORY     - 1984     MONUMENTED       NGS
 DO0625
 DO0625                          STATION DESCRIPTION
 DO0625
 DO0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0625'IN HENRIETTA.
 DO0625'IN HENRIETTA, AT THE INTERSECTION OF U.S. HIGHWAY 287 AND U.S. HIGHWAY
 DO0625'287 BUSINESS, SET VERTICALLY IN THE NORTH FACE OF THE MOST WESTERLY 1
 DO0625'OF 3 COLUMNS OF THE CENTER PIER OF THE BUSINESS HIGHWAY OVERPASS OVER
 DO0625'THE HIGHWAY, 14.5 METERS (47.6 FT) NORTH OF THE CENTERLINE OF THE
 DO0625'SOUTHEAST BOUND LANES OF THE HIGHWAY, 14.2 METERS (46.6 FT) SOUTH OF
 DO0625'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND
 DO0625'5.3 METERS (17.4 FT) WEST OF THE CENTER OF THE BUSINESS HIGHWAY.
 DO0625'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0605 ***********************************************************************
 EN0605  DESIGNATION -  Z 1487
 EN0605  PID         -  EN0605
 EN0605  STATE/COUNTY-  TX/HALL
 EN0605  USGS QUAD   -  MEMPHIS (1985)
 EN0605
 EN0605                         *CURRENT SURVEY CONTROL
 EN0605  ___________________________________________________________________
 EN0605* NAD 83(1986)-  34 42 12.     (N)    100 30 23.     (W)     SCALED    
 EN0605* NAVD 88     -       614.800  (meters)    2017.06   (feet)  ADJUSTED  
 EN0605  ___________________________________________________________________
 EN0605  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EN0605  DYNAMIC HT  -         614.114 (meters)    2014.81  (feet)  COMP
 EN0605  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 EN0605
 EN0605  VERT ORDER  -  FIRST     CLASS II
 EN0605
 EN0605.The horizontal coordinates were scaled from a topographic map and have
 EN0605.an estimated accuracy of +/- 6 seconds.
 EN0605
 EN0605.The orthometric height was determined by differential leveling
 EN0605.and adjusted by the National Geodetic Survey in June 1991..
 EN0605
 EN0605.The geoid height was determined by GEOID03.
 EN0605
 EN0605.The dynamic height is computed by dividing the NAVD 88
 EN0605.geopotential number by the normal gravity value computed on the
 EN0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0605.degrees latitude (g = 980.6199 gals.).
 EN0605
 EN0605.The modeled gravity was interpolated from observed gravity values.
 EN0605
 EN0605;                    North         East    Units  Estimated Accuracy
 EN0605;SPC TX N     - 1,078,480.      291,030.      MT  (+/- 180 meters Scaled)
 EN0605
 EN0605                          SUPERSEDED SURVEY CONTROL
 EN0605
 EN0605.No superseded survey control is available for this station.
 EN0605
 EN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD620411(NAD 83)
 EN0605_MARKER: I = METAL ROD
 EN0605_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EN0605_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EN0605_STAMPING: Z 1487 1984
 EN0605_MARK LOGO: NGS   
 EN0605_PROJECTION: FLUSH
 EN0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0605+STABILITY: POSITION/ELEVATION WELL
 EN0605_ROD/PIPE-DEPTH: 11.6 meters
 EN0605_SLEEVE-DEPTH  : 8.9 meters
 EN0605
 EN0605  HISTORY     - Date     Condition        Report By
 EN0605  HISTORY     - 1984     MONUMENTED       NGS
 EN0605
 EN0605                          STATION DESCRIPTION
 EN0605
 EN0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0605'3.5 KM (2.15 MI) SE FROM MEMPHIS.
 EN0605'3.5 KM (2.15 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0605'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 43.3 M (142.1 FT)
 EN0605'SOUTHEAST OF THE CENTER OF A DIRT ROAD AND CROSSING, 16.6 M (54.5 FT)
 EN0605'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EN0605'HIGHWAY, 11.6 M (38.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON
 EN0605'NORTHERN RAILROAD, AND 1.0 M (3.3 FT) NORTHWEST OF A UTILITY POLE WITH
 EN0605'A GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EN0605'CAP.
 EN0605'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EN0605'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1307 ***********************************************************************
 GL1307  DESIGNATION -  Z 1488
 GL1307  PID         -  GL1307
 GL1307  STATE/COUNTY-  TX/DALLAM
 GL1307  USGS QUAD   -  COLDWATER EAST (1973)
 GL1307
 GL1307                         *CURRENT SURVEY CONTROL
 GL1307  ___________________________________________________________________
 GL1307* NAD 83(1986)-  36 28 59.     (N)    102 32 20.     (W)     SCALED    
 GL1307* NAVD 88     -      1250.638  (meters)    4103.13   (feet)  ADJUSTED  
 GL1307  ___________________________________________________________________
 GL1307  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 GL1307  DYNAMIC HT  -        1249.243 (meters)    4098.56  (feet)  COMP
 GL1307  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 GL1307
 GL1307  VERT ORDER  -  FIRST     CLASS II
 GL1307
 GL1307.The horizontal coordinates were scaled from a topographic map and have
 GL1307.an estimated accuracy of +/- 6 seconds.
 GL1307
 GL1307.The orthometric height was determined by differential leveling
 GL1307.and adjusted by the National Geodetic Survey in June 1991..
 GL1307
 GL1307.The geoid height was determined by GEOID03.
 GL1307
 GL1307.The dynamic height is computed by dividing the NAVD 88
 GL1307.geopotential number by the normal gravity value computed on the
 GL1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1307.degrees latitude (g = 980.6199 gals.).
 GL1307
 GL1307.The modeled gravity was interpolated from observed gravity values.
 GL1307
 GL1307;                    North         East    Units  Estimated Accuracy
 GL1307;SPC TX N     - 1,275,970.      106,900.      MT  (+/- 180 meters Scaled)
 GL1307
 GL1307                          SUPERSEDED SURVEY CONTROL
 GL1307
 GL1307.No superseded survey control is available for this station.
 GL1307
 GL1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA204403(NAD 83)
 GL1307_MARKER: I = METAL ROD
 GL1307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1307_SP_SET: STAINLESS STEEL ROD
 GL1307_STAMPING: Z 1488 1985
 GL1307_MARK LOGO: NGS   
 GL1307_PROJECTION: FLUSH
 GL1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1307_ROD/PIPE-DEPTH: 6.0  meters
 GL1307
 GL1307  HISTORY     - Date     Condition        Report By
 GL1307  HISTORY     - 1985     MONUMENTED       NGS
 GL1307
 GL1307                          STATION DESCRIPTION
 GL1307
 GL1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1307'29.7 KM (18.45 MI) SOUT FROM BOISE CITY OK.
 GL1307'19.7 KM (18.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 GL1307'COURTHOUSE IN BOISE CITY, 2.0 KM (1.25 MI) SOUTH OF THE TEXAS-OKLAHOMA
 GL1307'STATE LINE, 64.6 M (211.9 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 GL1307'LEADING WEST, 24.3 M (79.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GL1307'9.7 M (31.8 FT) EAST OF A UTILITY POLE WITH A GUY WIRE, AND 1.0 M (3.3
 GL1307'FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 GL1307'THROUGH A 5-INCH LOGO CAP.
 GL1307'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GL1307'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0618 ***********************************************************************
 EN0618  DESIGNATION -  Z 1489
 EN0618  PID         -  EN0618
 EN0618  STATE/COUNTY-  TX/DONLEY
 EN0618  USGS QUAD   -  HEDLEY (1982)
 EN0618
 EN0618                         *CURRENT SURVEY CONTROL
 EN0618  ___________________________________________________________________
 EN0618* NAD 83(1986)-  34 52 19.     (N)    100 42 12.     (W)     SCALED    
 EN0618* NAVD 88     -       807.109  (meters)    2647.99   (feet)  ADJUSTED  
 EN0618  ___________________________________________________________________
 EN0618  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EN0618  DYNAMIC HT  -         806.188 (meters)    2644.97  (feet)  COMP
 EN0618  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 EN0618
 EN0618  VERT ORDER  -  FIRST     CLASS II
 EN0618
 EN0618.The horizontal coordinates were scaled from a topographic map and have
 EN0618.an estimated accuracy of +/- 6 seconds.
 EN0618
 EN0618.The orthometric height was determined by differential leveling
 EN0618.and adjusted by the National Geodetic Survey in June 1991..
 EN0618
 EN0618.The geoid height was determined by GEOID03.
 EN0618
 EN0618.The dynamic height is computed by dividing the NAVD 88
 EN0618.geopotential number by the normal gravity value computed on the
 EN0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0618.degrees latitude (g = 980.6199 gals.).
 EN0618
 EN0618.The modeled gravity was interpolated from observed gravity values.
 EN0618
 EN0618;                    North         East    Units  Estimated Accuracy
 EN0618;SPC TX N     - 1,097,030.      272,840.      MT  (+/- 180 meters Scaled)
 EN0618
 EN0618                          SUPERSEDED SURVEY CONTROL
 EN0618
 EN0618.No superseded survey control is available for this station.
 EN0618
 EN0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD443601(NAD 83)
 EN0618_MARKER: I = METAL ROD
 EN0618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0618_SP_SET: STAINLESS STEEL ROD
 EN0618_STAMPING: Z 1489 1984
 EN0618_MARK LOGO: NGS   
 EN0618_PROJECTION: FLUSH
 EN0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0618+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0618_ROD/PIPE-DEPTH: 10.7 meters
 EN0618
 EN0618  HISTORY     - Date     Condition        Report By
 EN0618  HISTORY     - 1984     MONUMENTED       NGS
 EN0618  HISTORY     - 20040803 GOOD             USPSQD
 EN0618  HISTORY     - 20050804 GOOD             USPSQD
 EN0618
 EN0618                          STATION DESCRIPTION
 EN0618
 EN0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0618'19.7 KM (12.25 MI) SE FROM CLARENDON.
 EN0618'19.7 KM (12.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0618'JUNCTION WITH STATE HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, 24.5 M
 EN0618'(80.4 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 EN0618'22.5 M (73.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND
 EN0618'LANES OF THE HIGHWAY, 8.9 M (29.2 FT) NORTH OF THE NORTHWEST CORNER OF
 EN0618'A SMALL BOX CULVERT, 7.0 M (23.0 FT) EAST OF THE EXTENDED CENTER OF
 EN0618'THE DONLEY FEEDER ROAD LEADING SOUTH, AND 1.3 M (4.3 FT) NORTHWEST OF
 EN0618'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EN0618'LOGO CAP.
 EN0618'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EN0618'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EN0618
 EN0618                          STATION RECOVERY (2004)
 EN0618
 EN0618'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0618'RECOVERED IN GOOD CONDITION.
 EN0618
 EN0618                          STATION RECOVERY (2005)
 EN0618
 EN0618'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0618'ORANGE PLASTIC WITNESS POST IS GOOD.  MARK FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0618 ***********************************************************************
 CA0618  DESIGNATION -  Z 149
 CA0618  PID         -  CA0618
 CA0618  STATE/COUNTY-  TX/CONCHO
 CA0618  USGS QUAD   -  EDEN (1970)
 CA0618
 CA0618                         *CURRENT SURVEY CONTROL
 CA0618  ___________________________________________________________________
 CA0618* NAD 83(1986)-  31 12 56.     (N)    099 50 44.     (W)     SCALED    
 CA0618* NAVD 88     -       626.053  (meters)    2053.98   (feet)  ADJUSTED  
 CA0618  ___________________________________________________________________
 CA0618  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CA0618  DYNAMIC HT  -         625.183 (meters)    2051.12  (feet)  COMP
 CA0618  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 CA0618
 CA0618  VERT ORDER  -  FIRST     CLASS II
 CA0618
 CA0618.The horizontal coordinates were scaled from a topographic map and have
 CA0618.an estimated accuracy of +/- 6 seconds.
 CA0618
 CA0618.The orthometric height was determined by differential leveling
 CA0618.and adjusted by the National Geodetic Survey in June 1991..
 CA0618
 CA0618.The geoid height was determined by GEOID03.
 CA0618
 CA0618.The dynamic height is computed by dividing the NAVD 88
 CA0618.geopotential number by the normal gravity value computed on the
 CA0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0618.degrees latitude (g = 980.6199 gals.).
 CA0618
 CA0618.The modeled gravity was interpolated from observed gravity values.
 CA0618
 CA0618;                    North         East    Units  Estimated Accuracy
 CA0618;SPC TX C     - 3,171,810.      746,470.      MT  (+/- 180 meters Scaled)
 CA0618
 CA0618                          SUPERSEDED SURVEY CONTROL
 CA0618
 CA0618  NGVD 29 (??/??/92)  625.948  (m)         2053.63   (f) ADJ UNCH    1 2
 CA0618
 CA0618.Superseded values are not recommended for survey control.
 CA0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0618.See file dsdata.txt to determine how the superseded data were derived.
 CA0618
 CA0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV194537(NAD 83)
 CA0618_MARKER: DB = BENCH MARK DISK
 CA0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0618_SP_SET: BRICK COLUMN
 CA0618_STAMPING: Z 149 1939
 CA0618_MARK LOGO: CGS   
 CA0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA0618+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 CA0618
 CA0618  HISTORY     - Date     Condition        Report By
 CA0618  HISTORY     - 1939     MONUMENTED       CGS
 CA0618  HISTORY     - 1970     GOOD             USGS
 CA0618  HISTORY     - 1981     GOOD             NGS
 CA0618  HISTORY     - 20050727 GOOD             USPSQD
 CA0618
 CA0618                          STATION DESCRIPTION
 CA0618
 CA0618'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CA0618'IN EDEN.
 CA0618'AT EDEN, IN EAST FACE OF BRICK COLUMN BETWEEN A AND B MENS STORE AND
 CA0618'ALLENS PHARMACY.  4 FEET HIGHER THAN SIDEWALK.  A STANDARD DISK
 CA0618'STAMPED Z 149 1939 AND SET VERTICALLY.
 CA0618
 CA0618                          STATION RECOVERY (1981)
 CA0618
 CA0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0618'IN EDEN, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST CORNER OF
 CA0618'THE A AND B MENS WEAR BUILDING AT 306 MARKET STREET, 22.9 METERS (75.1
 CA0618'FT) WEST OF THE SOUTHWEST CORNER OF THE EDEN STATE BANK, 13.0 METERS
 CA0618'(42.7 FT) WEST OF THE CENTER OF U.S. HIGHWAY 83 AND 3.7 METERS (12.1
 CA0618'FT) SOUTH OF THE CENTER OF THE ENTRANCE TO THE STORE.
 CA0618'THE MARK IS 1.2 M ABOVE THE SIDEWALK.
 CA0618
 CA0618                          STATION RECOVERY (2005)
 CA0618
 CA0618'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CA0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0590 ***********************************************************************
 EO0590  DESIGNATION -  Z 1490
 EO0590  PID         -  EO0590
 EO0590  STATE/COUNTY-  TX/PARMER
 EO0590  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0590
 EO0590                         *CURRENT SURVEY CONTROL
 EO0590  ___________________________________________________________________
 EO0590* NAD 83(1986)-  34 25 35.     (N)    102 59 25.     (W)     SCALED    
 EO0590* NAVD 88     -      1262.463  (meters)    4141.93   (feet)  ADJUSTED  
 EO0590  ___________________________________________________________________
 EO0590  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 EO0590  DYNAMIC HT  -        1260.810 (meters)    4136.51  (feet)  COMP
 EO0590  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 EO0590
 EO0590  VERT ORDER  -  FIRST     CLASS II
 EO0590
 EO0590.The horizontal coordinates were scaled from a topographic map and have
 EO0590.an estimated accuracy of +/- 6 seconds.
 EO0590
 EO0590.The orthometric height was determined by differential leveling
 EO0590.and adjusted by the National Geodetic Survey in June 1991..
 EO0590
 EO0590.The geoid height was determined by GEOID03.
 EO0590
 EO0590.The dynamic height is computed by dividing the NAVD 88
 EO0590.geopotential number by the normal gravity value computed on the
 EO0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0590.degrees latitude (g = 980.6199 gals.).
 EO0590
 EO0590.The modeled gravity was interpolated from observed gravity values.
 EO0590
 EO0590;                    North         East    Units  Estimated Accuracy
 EO0590;SPC TX N     - 1,048,340.       63,010.      MT  (+/- 180 meters Scaled)
 EO0590
 EO0590                          SUPERSEDED SURVEY CONTROL
 EO0590
 EO0590.No superseded survey control is available for this station.
 EO0590
 EO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU846112(NAD 83)
 EO0590_MARKER: I = METAL ROD
 EO0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0590_SP_SET: STAINLESS STEEL ROD
 EO0590_STAMPING: Z 1490 1984
 EO0590_MARK LOGO: NGS   
 EO0590_PROJECTION: FLUSH
 EO0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0590_ROD/PIPE-DEPTH: 4.9  meters
 EO0590
 EO0590  HISTORY     - Date     Condition        Report By
 EO0590  HISTORY     - 1984     MONUMENTED       NGS
 EO0590
 EO0590                          STATION DESCRIPTION
 EO0590
 EO0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0590'6.8 KM (4.2 MI) NE FROM TEXICO NM.
 EO0590'6.8 KM (4.2 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0590'RAILROAD FROM THE STATION IN TEXICO, NEW MEXICO.  0.3 KM (0.2 MI)
 EO0590'NORTHEAST OF A DIRT ROAD LEADING SOUTHEAST, 12.1 M (39.7 FT) SOUTHEAST
 EO0590'OF THE NEAR RAIL, AND 1.2 M (3.9 FT) NORTHEAST OF A UTILITY POLE WITH
 EO0590'TWO GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EO0590'LOGO CAP.
 EO0590'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0590'THE MARK IS 1.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1588 ***********************************************************************
 FL1588  DESIGNATION -  Z 1491
 FL1588  PID         -  FL1588
 FL1588  STATE/COUNTY-  TX/POTTER
 FL1588  USGS QUAD   -  PULLMAN (1973)
 FL1588
 FL1588                         *CURRENT SURVEY CONTROL
 FL1588  ___________________________________________________________________
 FL1588* NAD 83(1986)-  35 11 34.     (N)    101 43 28.     (W)     SCALED    
 FL1588* NAVD 88     -      1092.642  (meters)    3584.78   (feet)  ADJUSTED  
 FL1588  ___________________________________________________________________
 FL1588  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL1588  DYNAMIC HT  -        1091.343 (meters)    3580.51  (feet)  COMP
 FL1588  MODELED GRAV-     979,407.6   (mgal)                       NAVD 88
 FL1588
 FL1588  VERT ORDER  -  FIRST     CLASS II
 FL1588
 FL1588.The horizontal coordinates were scaled from a topographic map and have
 FL1588.an estimated accuracy of +/- 6 seconds.
 FL1588
 FL1588.The orthometric height was determined by differential leveling
 FL1588.and adjusted by the National Geodetic Survey in June 1991..
 FL1588
 FL1588.The geoid height was determined by GEOID03.
 FL1588
 FL1588.The dynamic height is computed by dividing the NAVD 88
 FL1588.geopotential number by the normal gravity value computed on the
 FL1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1588.degrees latitude (g = 980.6199 gals.).
 FL1588
 FL1588.The modeled gravity was interpolated from observed gravity values.
 FL1588
 FL1588;                    North         East    Units  Estimated Accuracy
 FL1588;SPC TX N     - 1,132,350.      179,560.      MT  (+/- 180 meters Scaled)
 FL1588
 FL1588                          SUPERSEDED SURVEY CONTROL
 FL1588
 FL1588.No superseded survey control is available for this station.
 FL1588
 FL1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD519978(NAD 83)
 FL1588_MARKER: DB = BENCH MARK DISK
 FL1588_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1588_SP_SET: PIER
 FL1588_STAMPING: Z 1491 1984
 FL1588_MARK LOGO: NGS   
 FL1588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1588+STABILITY: POSITION/ELEVATION WELL
 FL1588
 FL1588  HISTORY     - Date     Condition        Report By
 FL1588  HISTORY     - 1984     MONUMENTED       NGS
 FL1588  HISTORY     - 20040804 GOOD             USPSQD
 FL1588  HISTORY     - 20050805 GOOD             USPSQD
 FL1588
 FL1588                          STATION DESCRIPTION
 FL1588
 FL1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1588'10.6 KM (6.6 MI) EAST FROM AMARILLO.
 FL1588'10.6 KM (6.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1588'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, SET VERTICALLY IN
 FL1588'THE WEST FACE OF THE MOST WESTERLY 1 OF 5 COLUMNS OF THE FIRST PIER
 FL1588'SOUTH OF THE NORTH ABUTMENT OF FARM ROAD 468 OVERPASS OF THE HIGHWAY
 FL1588'(EXIT 76), 9.1 M (29.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 FL1588'LANES OF THE HIGHWAY, AND 4.4 M (14.4 FT) WEST OF THE CENTER OF THE
 FL1588'SOUTH BOUND LANES OF THE ROAD.
 FL1588'THE MARK IS 1.3 M ABOVE THE GROUND.
 FL1588
 FL1588                          STATION RECOVERY (2004)
 FL1588
 FL1588'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1588'RECOVERED IN GOOD CONDITION.
 FL1588
 FL1588                          STATION RECOVERY (2005)
 FL1588
 FL1588'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1588'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0813 ***********************************************************************
 FM0813  DESIGNATION -  Z 1492
 FM0813  PID         -  FM0813
 FM0813  STATE/COUNTY-  TX/POTTER
 FM0813  USGS QUAD   -  BODEN (1966)
 FM0813
 FM0813                         *CURRENT SURVEY CONTROL
 FM0813  ___________________________________________________________________
 FM0813* NAD 83(1986)-  35 22 59.     (N)    102 05 49.     (W)     SCALED    
 FM0813* NAVD 88     -      1069.467  (meters)    3508.74   (feet)  ADJUSTED  
 FM0813  ___________________________________________________________________
 FM0813  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FM0813  DYNAMIC HT  -        1068.202 (meters)    3504.59  (feet)  COMP
 FM0813  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 FM0813
 FM0813  VERT ORDER  -  FIRST     CLASS II
 FM0813
 FM0813.The horizontal coordinates were scaled from a topographic map and have
 FM0813.an estimated accuracy of +/- 6 seconds.
 FM0813
 FM0813.The orthometric height was determined by differential leveling
 FM0813.and adjusted by the National Geodetic Survey in June 1991..
 FM0813
 FM0813.The geoid height was determined by GEOID03.
 FM0813
 FM0813.The dynamic height is computed by dividing the NAVD 88
 FM0813.geopotential number by the normal gravity value computed on the
 FM0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0813.degrees latitude (g = 980.6199 gals.).
 FM0813
 FM0813.The modeled gravity was interpolated from observed gravity values.
 FM0813
 FM0813;                    North         East    Units  Estimated Accuracy
 FM0813;SPC TX N     - 1,153,600.      145,770.      MT  (+/- 180 meters Scaled)
 FM0813
 FM0813                          SUPERSEDED SURVEY CONTROL
 FM0813
 FM0813.No superseded survey control is available for this station.
 FM0813
 FM0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV637193(NAD 83)
 FM0813_MARKER: I = METAL ROD
 FM0813_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FM0813+WITH SETTING: INFORMATION.
 FM0813_SP_SET: SHALLOW-SET METAL ROD
 FM0813_STAMPING: Z 1492 1985
 FM0813_MARK LOGO: NGS   
 FM0813_PROJECTION: FLUSH
 FM0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0813_ROD/PIPE-DEPTH: 2.7  meters
 FM0813
 FM0813  HISTORY     - Date     Condition        Report By
 FM0813  HISTORY     - 1985     MONUMENTED       NGS
 FM0813
 FM0813                          STATION DESCRIPTION
 FM0813
 FM0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0813'29.2 KM (18.15 MI) NW FROM AMARILLO.
 FM0813'29.2 KM (18.1 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0813'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, AND 14.6 M (47.9 FT) WEST
 FM0813'OF THE CENTERLINE OF THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 FM0813'THROUGH A 5-INCH LOGO CAP.
 FM0813'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FM0813'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1552 ***********************************************************************
 FL1552  DESIGNATION -  Z 1493
 FL1552  PID         -  FL1552
 FL1552  STATE/COUNTY-  TX/POTTER
 FL1552  USGS QUAD   -  AMARILLO WEST (1973)
 FL1552
 FL1552                         *CURRENT SURVEY CONTROL
 FL1552  ___________________________________________________________________
 FL1552* NAD 83(1986)-  35 13 27.     (N)    101 54 42.     (W)     SCALED    
 FL1552* NAVD 88     -      1107.535  (meters)    3633.64   (feet)  ADJUSTED  
 FL1552  ___________________________________________________________________
 FL1552  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FL1552  DYNAMIC HT  -        1106.222 (meters)    3629.33  (feet)  COMP
 FL1552  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 FL1552
 FL1552  VERT ORDER  -  FIRST     CLASS II
 FL1552
 FL1552.The horizontal coordinates were scaled from a topographic map and have
 FL1552.an estimated accuracy of +/- 6 seconds.
 FL1552
 FL1552.The orthometric height was determined by differential leveling
 FL1552.and adjusted by the National Geodetic Survey in June 1991..
 FL1552
 FL1552.The geoid height was determined by GEOID03.
 FL1552
 FL1552.The dynamic height is computed by dividing the NAVD 88
 FL1552.geopotential number by the normal gravity value computed on the
 FL1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1552.degrees latitude (g = 980.6199 gals.).
 FL1552
 FL1552.The modeled gravity was interpolated from observed gravity values.
 FL1552
 FL1552;                    North         East    Units  Estimated Accuracy
 FL1552;SPC TX N     - 1,135,880.      162,530.      MT  (+/- 180 meters Scaled)
 FL1552
 FL1552                          SUPERSEDED SURVEY CONTROL
 FL1552
 FL1552.No superseded survey control is available for this station.
 FL1552
 FL1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE349017(NAD 83)
 FL1552_MARKER: I = METAL ROD
 FL1552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1552_SP_SET: STAINLESS STEEL ROD
 FL1552_STAMPING: Z 1493 1985
 FL1552_MARK LOGO: NGS   
 FL1552_PROJECTION: FLUSH
 FL1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1552_ROD/PIPE-DEPTH: 5.2  meters
 FL1552
 FL1552  HISTORY     - Date     Condition        Report By
 FL1552  HISTORY     - 1985     MONUMENTED       NGS
 FL1552  HISTORY     - 20060706 GOOD             GEOCAC
 FL1552
 FL1552                          STATION DESCRIPTION
 FL1552
 FL1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1552'1.7 KM (1.05 MI) NW FROM AMARILLO.
 FL1552'1.7 KM (1.05 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FL1552'WITH U.S. HIGHWAY 66 IN AMARILLO, 17.7 M (58.1 FT) NORTHEAST OF THE
 FL1552'CENTERLINE OF THE ROAD, 12.0 M (39.4 FT) NORTHWEST OF THE CENTER OF
 FL1552'CRESTWOOD WAY, 6.6 M (21.3 FT) SOUTHWEST OF A BRICK WALL, AND 0.5 M
 FL1552'(1.6 FT) NORTHWEST OF A UTILITY POLE WITH A LIGHT.  NOTE--ACCESS TO
 FL1552'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FL1552'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 FL1552'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 FL1552
 FL1552                          STATION RECOVERY (2006)
 FL1552
 FL1552'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 FL1552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1279 ***********************************************************************
 GL1279  DESIGNATION -  Z 1494
 GL1279  PID         -  GL1279
 GL1279  STATE/COUNTY-  TX/HARTLEY
 GL1279  USGS QUAD   -  DALHART EAST (1973)
 GL1279
 GL1279                         *CURRENT SURVEY CONTROL
 GL1279  ___________________________________________________________________
 GL1279* NAD 83(1986)-  36 01 19.     (N)    102 28 33.     (W)     SCALED    
 GL1279* NAVD 88     -      1208.841  (meters)    3966.01   (feet)  ADJUSTED  
 GL1279  ___________________________________________________________________
 GL1279  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 GL1279  DYNAMIC HT  -        1207.433 (meters)    3961.39  (feet)  COMP
 GL1279  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 GL1279
 GL1279  VERT ORDER  -  FIRST     CLASS II
 GL1279
 GL1279.The horizontal coordinates were scaled from a topographic map and have
 GL1279.an estimated accuracy of +/- 6 seconds.
 GL1279
 GL1279.The orthometric height was determined by differential leveling
 GL1279.and adjusted by the National Geodetic Survey in June 1991..
 GL1279
 GL1279.The geoid height was determined by GEOID03.
 GL1279
 GL1279.The dynamic height is computed by dividing the NAVD 88
 GL1279.geopotential number by the normal gravity value computed on the
 GL1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1279.degrees latitude (g = 980.6199 gals.).
 GL1279
 GL1279.The modeled gravity was interpolated from observed gravity values.
 GL1279
 GL1279;                    North         East    Units  Estimated Accuracy
 GL1279;SPC TX N     - 1,224,750.      112,040.      MT  (+/- 180 meters Scaled)
 GL1279
 GL1279                          SUPERSEDED SURVEY CONTROL
 GL1279
 GL1279.No superseded survey control is available for this station.
 GL1279
 GL1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV274893(NAD 83)
 GL1279_MARKER: I = METAL ROD
 GL1279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1279_SP_SET: STAINLESS STEEL ROD
 GL1279_STAMPING: Z 1494 1985
 GL1279_MARK LOGO: NGS   
 GL1279_PROJECTION: FLUSH
 GL1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1279+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL1279_ROD/PIPE-DEPTH: 10.1 meters
 GL1279
 GL1279  HISTORY     - Date     Condition        Report By
 GL1279  HISTORY     - 1985     MONUMENTED       NGS
 GL1279  HISTORY     - 20040805 GOOD             USPSQD
 GL1279
 GL1279                          STATION DESCRIPTION
 GL1279
 GL1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1279'6.4 KM (4.0 MI) SOUTH FROM DALHART.
 GL1279'6.4 KM (4.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1279'WITH U.S. HIGHWAY 54 IN DALHART, 17.8 M (58.4 FT) NORTHEAST OF THE
 GL1279'CENTERLINE OF THE HIGHWAY, 7.7 M (25.3 FT) SOUTH OF THE CENTER OF A
 GL1279'DIRT ROAD LEADING EAST, 3.1 M (10.2 FT) WEST OF A UTILITY POLE, AND
 GL1279'1.4 M (4.6 FT) EAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 GL1279'HAD THROUGH A 5-INCH LOGO CAP.
 GL1279'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 GL1279'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 GL1279
 GL1279                          STATION RECOVERY (2004)
 GL1279
 GL1279'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1279'FOUND WITNESS POST LAYING FLAT ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0999 ***********************************************************************
 DN0999  DESIGNATION -  Z 1495
 DN0999  PID         -  DN0999
 DN0999  STATE/COUNTY-  TX/FANNIN
 DN0999  USGS QUAD   -  TRENTON (1964)
 DN0999
 DN0999                         *CURRENT SURVEY CONTROL
 DN0999  ___________________________________________________________________
 DN0999* NAD 83(1986)-  33 23 59.     (N)    096 16 32.     (W)     SCALED    
 DN0999* NAVD 88     -       217.497  (meters)     713.57   (feet)  ADJUSTED  
 DN0999  ___________________________________________________________________
 DN0999  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 DN0999  DYNAMIC HT  -         217.264 (meters)     712.81  (feet)  COMP
 DN0999  MODELED GRAV-     979,560.0   (mgal)                       NAVD 88
 DN0999
 DN0999  VERT ORDER  -  FIRST     CLASS II
 DN0999
 DN0999.The horizontal coordinates were scaled from a topographic map and have
 DN0999.an estimated accuracy of +/- 6 seconds.
 DN0999
 DN0999.The orthometric height was determined by differential leveling
 DN0999.and adjusted by the National Geodetic Survey in June 1991..
 DN0999
 DN0999.The geoid height was determined by GEOID03.
 DN0999
 DN0999.The dynamic height is computed by dividing the NAVD 88
 DN0999.geopotential number by the normal gravity value computed on the
 DN0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0999.degrees latitude (g = 980.6199 gals.).
 DN0999
 DN0999.The modeled gravity was interpolated from observed gravity values.
 DN0999
 DN0999;                    North         East    Units  Estimated Accuracy
 DN0999;SPC TXNC     - 2,194,370.      806,900.      MT  (+/- 180 meters Scaled)
 DN0999
 DN0999                          SUPERSEDED SURVEY CONTROL
 DN0999
 DN0999.No superseded survey control is available for this station.
 DN0999
 DN0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB533989(NAD 83)
 DN0999_MARKER: I = METAL ROD
 DN0999_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN0999_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN0999_STAMPING: Z 1495 1986
 DN0999_MARK LOGO: NGS   
 DN0999_PROJECTION: FLUSH
 DN0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0999+STABILITY: POSITION/ELEVATION WELL
 DN0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0999+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DN0999_ROD/PIPE-DEPTH: 12.5 meters
 DN0999_SLEEVE-DEPTH  : 12.2 meters
 DN0999
 DN0999  HISTORY     - Date     Condition        Report By
 DN0999  HISTORY     - 1986     MONUMENTED       NGS
 DN0999  HISTORY     - 19940405 GOOD             USPSQD
 DN0999  HISTORY     - 20021015 GOOD             INDIV
 DN0999
 DN0999                          STATION DESCRIPTION
 DN0999
 DN0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0999'35.9 KM (22.3 MI) NW FROM GREENVILLE.
 DN0999'35.9 KM (22.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE
 DN0999'COURTHOUSE IN GREENVILLE, 47.0 M (154.2 FT) SOUTHWEST OF THE
 DN0999'CENTERLINE OF THE HIGHWAY, 13.5 M (44.3 FT) SOUTHWEST OF THE NEAR RAIL
 DN0999'OF THE MISSOURI KANSAS TEXAS RAILROAD, AND 12.6 M (41.3 FT) EAST OF
 DN0999'THE CENTER OF A GRAVELED ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN0999'THROUGH A 5-INCH LOGO CAP.
 DN0999'THE MARK IS 1.1 METERS  NE FROM  A WITNESS POST AND FENCE
 DN0999'THE MARK IS 1.8 M BELOW THE TRACKS.
 DN0999
 DN0999                          STATION RECOVERY (1994)
 DN0999
 DN0999'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0999'RECOVERED IN GOOD CONDITION.
 DN0999
 DN0999                          STATION RECOVERY (2002)
 DN0999
 DN0999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0999'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1986 NGS SURVEY.
 DN0999'AVERAGED GPS LOCATION AND CORRECTED COORDINATES ARE ( N 33 23.472 /
 DN0999'W096 14.527 )
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6332 ***********************************************************************
 AC6332  DESIGNATION -  Z 1496
 AC6332  PID         -  AC6332
 AC6332  STATE/COUNTY-  TX/HARRIS
 AC6332  USGS QUAD   -  HUMBLE (1995)
 AC6332
 AC6332                         *CURRENT SURVEY CONTROL
 AC6332  ___________________________________________________________________
 AC6332* NAD 83(1986)-  29 56 03.     (N)    095 22 16.     (W)     SCALED    
 AC6332* NAVD 88     -        22.943  (meters)      75.27   (feet)  ADJUSTED  
 AC6332  ___________________________________________________________________
 AC6332  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AC6332  DYNAMIC HT  -          22.912 (meters)      75.17  (feet)  COMP
 AC6332  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 AC6332
 AC6332  VERT ORDER  -  FIRST     CLASS II
 AC6332
 AC6332.The horizontal coordinates were scaled from a topographic map and have
 AC6332.an estimated accuracy of +/- 6 seconds.
 AC6332
 AC6332.The orthometric height was determined by differential leveling
 AC6332.and adjusted by the National Geodetic Survey in July 2002..
 AC6332
 AC6332.The geoid height was determined by GEOID03.
 AC6332
 AC6332.The dynamic height is computed by dividing the NAVD 88
 AC6332.geopotential number by the normal gravity value computed on the
 AC6332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6332.degrees latitude (g = 980.6199 gals.).
 AC6332
 AC6332.The modeled gravity was interpolated from observed gravity values.
 AC6332
 AC6332;                    North         East    Units  Estimated Accuracy
 AC6332;SPC TXSC     - 4,238,270.      950,280.      MT  (+/- 180 meters Scaled)
 AC6332
 AC6332                          SUPERSEDED SURVEY CONTROL
 AC6332
 AC6332.No superseded survey control is available for this station.
 AC6332
 AC6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP711138(NAD 83)
 AC6332_MARKER: I = METAL ROD
 AC6332_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6332_STAMPING: Z 1496 1996
 AC6332_MARK LOGO: NGS   
 AC6332_PROJECTION: FLUSH
 AC6332_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6332+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AC6332_ROD/PIPE-DEPTH: 7.3  meters
 AC6332_SLEEVE-DEPTH  : 0.9 meters
 AC6332
 AC6332  HISTORY     - Date     Condition        Report By
 AC6332  HISTORY     - 1996     MONUMENTED       NGS
 AC6332  HISTORY     - 20051015 GOOD             USPSQD
 AC6332
 AC6332                          STATION DESCRIPTION
 AC6332
 AC6332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6332'IN HUMBLE, AT THE INTERSECTION OF ALDINE BENDER ROAD AND ARMORY
 AC6332'STREET, 43.4 M (142.4 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES
 AC6332'OF THE ROAD, 18.8 M (61.7 FT) WEST OF THE STREET CENTER, 5.5 M (18.0
 AC6332'FT) WEST OF THE SOUTHEAST LEG OF A HIGH LINE TOWER, 1.2 M (3.9 FT)
 AC6332'EAST OF THE SOUTHWEST LEG OF THE TOWER, 0.4 M (1.3 FT) SOUTH OF A
 AC6332'WITNESS POST, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE STREET.
 AC6332'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC6332'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC6332
 AC6332                          STATION RECOVERY (2005)
 AC6332
 AC6332'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6332'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1016 ***********************************************************************
 DN1016  DESIGNATION -  Z 1497
 DN1016  PID         -  DN1016
 DN1016  STATE/COUNTY-  TX/HUNT
 DN1016  USGS QUAD   -  GREENVILLE NW (1962)
 DN1016
 DN1016                         *CURRENT SURVEY CONTROL
 DN1016  ___________________________________________________________________
 DN1016* NAD 83(1986)-  33 07 57.     (N)    096 08 26.     (W)     SCALED    
 DN1016* NAVD 88     -       177.774  (meters)     583.25   (feet)  ADJUSTED  
 DN1016  ___________________________________________________________________
 DN1016  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN1016  DYNAMIC HT  -         177.580 (meters)     582.61  (feet)  COMP
 DN1016  MODELED GRAV-     979,545.7   (mgal)                       NAVD 88
 DN1016
 DN1016  VERT ORDER  -  FIRST     CLASS II
 DN1016
 DN1016.The horizontal coordinates were scaled from a topographic map and have
 DN1016.an estimated accuracy of +/- 6 seconds.
 DN1016
 DN1016.The orthometric height was determined by differential leveling
 DN1016.and adjusted by the National Geodetic Survey in June 1991..
 DN1016
 DN1016.The geoid height was determined by GEOID03.
 DN1016
 DN1016.The dynamic height is computed by dividing the NAVD 88
 DN1016.geopotential number by the normal gravity value computed on the
 DN1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1016.degrees latitude (g = 980.6199 gals.).
 DN1016
 DN1016.The modeled gravity was interpolated from observed gravity values.
 DN1016
 DN1016;                    North         East    Units  Estimated Accuracy
 DN1016;SPC TXNC     - 2,165,020.      820,120.      MT  (+/- 180 meters Scaled)
 DN1016
 DN1016                          SUPERSEDED SURVEY CONTROL
 DN1016
 DN1016.No superseded survey control is available for this station.
 DN1016
 DN1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB667696(NAD 83)
 DN1016_MARKER: DB = BENCH MARK DISK
 DN1016_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN1016_SP_SET: PIER
 DN1016_STAMPING: Z 1497 1986
 DN1016_MARK LOGO: NGS   
 DN1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1016+STABILITY: POSITION/ELEVATION WELL
 DN1016
 DN1016  HISTORY     - Date     Condition        Report By
 DN1016  HISTORY     - 1986     MONUMENTED       NGS
 DN1016  HISTORY     - 19940418 GOOD             USPSQD
 DN1016
 DN1016                          STATION DESCRIPTION
 DN1016
 DN1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1016'4.0 KM (2.5 MI) SW FROM GREENVILLE.
 DN1016'3.0 KM (1.85 MI) WEST ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE IN
 DN1016'GREENVILLE, THENCE 1.0 KM (0.6 MI) SOUTH ALONG U.S. HIGHWAY 69, SET
 DN1016'VERTICALLY IN THE SOUTH FACE OF THE MOST WESTERLY 1 OF 7 COLUMNS OF
 DN1016'THE FIRST PIER SOUTH OF THE NORTH ABUTMENT OF THE HIGHWAY OVERPASS OF
 DN1016'THE ST LOUIS SOUTHWESTERN RAILROAD.
 DN1016'THE MARK IS 1.3 M ABOVE THE GROUND.
 DN1016
 DN1016                          STATION RECOVERY (1994)
 DN1016
 DN1016'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2525 ***********************************************************************
 CS2525  DESIGNATION -  Z 1498
 CS2525  PID         -  CS2525
 CS2525  STATE/COUNTY-  TX/DALLAS
 CS2525  USGS QUAD   -  GARLAND (1973)
 CS2525
 CS2525                         *CURRENT SURVEY CONTROL
 CS2525  ___________________________________________________________________
 CS2525* NAD 83(1986)-  32 54 43.     (N)    096 39 56.     (W)     SCALED    
 CS2525* NAVD 88     -       178.318  (meters)     585.03   (feet)  ADJUSTED  
 CS2525  ___________________________________________________________________
 CS2525  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CS2525  DYNAMIC HT  -         178.121 (meters)     584.39  (feet)  COMP
 CS2525  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 CS2525
 CS2525  VERT ORDER  -  FIRST     CLASS II
 CS2525
 CS2525.The horizontal coordinates were scaled from a topographic map and have
 CS2525.an estimated accuracy of +/- 6 seconds.
 CS2525
 CS2525.The orthometric height was determined by differential leveling
 CS2525.and adjusted by the National Geodetic Survey in June 1991..
 CS2525
 CS2525.The geoid height was determined by GEOID03.
 CS2525
 CS2525.The dynamic height is computed by dividing the NAVD 88
 CS2525.geopotential number by the normal gravity value computed on the
 CS2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2525.degrees latitude (g = 980.6199 gals.).
 CS2525
 CS2525.The modeled gravity was interpolated from observed gravity values.
 CS2525
 CS2525;                    North         East    Units  Estimated Accuracy
 CS2525;SPC TXNC     - 2,139,590.      771,580.      MT  (+/- 180 meters Scaled)
 CS2525
 CS2525                          SUPERSEDED SURVEY CONTROL
 CS2525
 CS2525.No superseded survey control is available for this station.
 CS2525
 CS2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB183439(NAD 83)
 CS2525_MARKER: DB = BENCH MARK DISK
 CS2525_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 CS2525_SP_SET: HIGHLINE TOWER FOUNDATION
 CS2525_STAMPING: Z 1498 1986
 CS2525_MARK LOGO: NGS   
 CS2525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2525+STABILITY: POSITION/ELEVATION WELL
 CS2525
 CS2525  HISTORY     - Date     Condition        Report By
 CS2525  HISTORY     - 1986     MONUMENTED       NGS
 CS2525
 CS2525                          STATION DESCRIPTION
 CS2525
 CS2525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2525'IN GARLAND.
 CS2525'IN GARLAND, AT THE JUNCTION OF SHILOH ROAD AND THE MISSOURI KANSAS
 CS2525'TEXAS RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH EDGE
 CS2525'OF THE CONCRETE FOUNDATION OF A HIGHLINE TOWER, 16.0 M (52.5 FT) NORTH
 CS2525'OF THE NEAR RAIL, AND 11.8 M (38.7 FT) WEST OF THE CENTERLINE OF THE
 CS2525'SOUTH BOUND LANES OF THE ROAD.
 CS2525'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5456 ***********************************************************************
 AW5456  DESIGNATION -  Z 1499
 AW5456  PID         -  AW5456
 AW5456  STATE/COUNTY-  TX/HARRIS
 AW5456  USGS QUAD   -  CYPRESS (1995)
 AW5456
 AW5456                         *CURRENT SURVEY CONTROL
 AW5456  ___________________________________________________________________
 AW5456* NAD 83(1986)-  29 53 50.     (N)    095 38 13.     (W)     SCALED    
 AW5456* NAVD 88     -        39.234  (meters)     128.72   (feet)  ADJUSTED  
 AW5456  ___________________________________________________________________
 AW5456  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW5456  DYNAMIC HT  -          39.181 (meters)     128.55  (feet)  COMP
 AW5456  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 AW5456
 AW5456  VERT ORDER  -  FIRST     CLASS II
 AW5456
 AW5456.The horizontal coordinates were scaled from a topographic map and have
 AW5456.an estimated accuracy of +/- 6 seconds.
 AW5456
 AW5456.The orthometric height was determined by differential leveling
 AW5456.and adjusted by the National Geodetic Survey in June 1991..
 AW5456
 AW5456.The geoid height was determined by GEOID03.
 AW5456
 AW5456.The dynamic height is computed by dividing the NAVD 88
 AW5456.geopotential number by the normal gravity value computed on the
 AW5456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5456.degrees latitude (g = 980.6199 gals.).
 AW5456
 AW5456.The modeled gravity was interpolated from observed gravity values.
 AW5456
 AW5456;                    North         East    Units  Estimated Accuracy
 AW5456;SPC TXSC     - 4,233,410.      924,750.      MT  (+/- 180 meters Scaled)
 AW5456
 AW5456                          SUPERSEDED SURVEY CONTROL
 AW5456
 AW5456  NGVD 29 (12/23/87)   39.228  (m)          128.70   (f) ADJUSTED    1 2
 AW5456
 AW5456.Superseded values are not recommended for survey control.
 AW5456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5456.See file dsdata.txt to determine how the superseded data were derived.
 AW5456
 AW5456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP453103(NAD 83)
 AW5456_MARKER: I = METAL ROD
 AW5456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5456_SP_SET: STAINLESS STEEL ROD
 AW5456_STAMPING: Z 1499 1986
 AW5456_MARK LOGO: NGS   
 AW5456_PROJECTION: RECESSED 2 CENTIMETERS
 AW5456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5456+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 AW5456_ROD/PIPE-DEPTH: 6.9  meters
 AW5456
 AW5456  HISTORY     - Date     Condition        Report By
 AW5456  HISTORY     - 1986     MONUMENTED       NGS
 AW5456  HISTORY     - 20040715 GOOD             USPSQD
 AW5456
 AW5456                          STATION DESCRIPTION
 AW5456
 AW5456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5456'12.8 KM (7.95 MI) NORTH FROM ADDICKS.
 AW5456'12.8 KM (7.95 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5456'WITH U.S. HIGHWAY 90 IN ADDICKS, 27.1 M (88.9 FT) SOUTHEAST OF THE
 AW5456'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 7.7 M (25.3 FT)
 AW5456'NORTHEAST OF THE CENTER OF THE SOUTHEAST BOUND LANES OF FOREST TRAILS
 AW5456'DRIVE, 7.1 M (23.3 FT) SOUTHWEST OF THE CENTER OF THE NORTHWEST BOUND
 AW5456'LANES, 4.3 M (14.1 FT) SOUTHEAST OF THE SOUTHEAST END OF A BRICK SIGN
 AW5456'(EASTON COMMONS), 3.9 M (12.8 FT) NORTHEAST OF A CURB, AND 1.9 M
 AW5456'(6.2 FT) SOUTHWEST OF A CURB.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5456'THROUGH A 5-INCH LOGO CAP.
 AW5456'THE MARK IS 0.2 M ABOVE THE DRIVE.
 AW5456
 AW5456                          STATION RECOVERY (2004)
 AW5456
 AW5456'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5456'9 INCHES BELOW GRADE.  MEASUREMENTS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0312 ***********************************************************************
 CC0312  DESIGNATION -  Z 15
 CC0312  PID         -  CC0312
 CC0312  STATE/COUNTY-  TX/WARD
 CC0312  USGS QUAD   -  QUITO DRAW (1981)
 CC0312
 CC0312                         *CURRENT SURVEY CONTROL
 CC0312  ___________________________________________________________________
 CC0312* NAD 83(1986)-  31 28 47.     (N)    103 18 48.     (W)     SCALED    
 CC0312* NAVD 88     -       812.333  (meters)    2665.13   (feet)  POSTED    
 CC0312  ___________________________________________________________________
 CC0312  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CC0312  DYNAMIC HT  -         811.150 (meters)    2661.25  (feet)  COMP
 CC0312  MODELED GRAV-     979,161.0   (mgal)                       NAVD 88
 CC0312
 CC0312  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0312
 CC0312.The horizontal coordinates were scaled from a topographic map and have
 CC0312.an estimated accuracy of +/- 6 seconds.
 CC0312
 CC0312.The orthometric height was determined by differential leveling
 CC0312.and adjusted by the National Geodetic Survey in 1992..
 CC0312.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0312.rate of 0.0 thru 1.0 mm/km.
 CC0312
 CC0312.The geoid height was determined by GEOID03.
 CC0312
 CC0312.The dynamic height is computed by dividing the NAVD 88
 CC0312.geopotential number by the normal gravity value computed on the
 CC0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0312.degrees latitude (g = 980.6199 gals.).
 CC0312
 CC0312.The modeled gravity was interpolated from observed gravity values.
 CC0312
 CC0312;                    North         East    Units  Estimated Accuracy
 CC0312;SPC TX C     - 3,204,780.      416,890.      MT  (+/- 180 meters Scaled)
 CC0312
 CC0312                          SUPERSEDED SURVEY CONTROL
 CC0312
 CC0312.No superseded survey control is available for this station.
 CC0312
 CC0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ602840(NAD 83)
 CC0312_MARKER: Z = SEE DESCRIPTION
 CC0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0312_SP_SET: COPING STONE
 CC0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0312
 CC0312  HISTORY     - Date     Condition        Report By
 CC0312  HISTORY     - UNK      MONUMENTED       CGS
 CC0312  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0312
 CC0312                          STATION DESCRIPTION
 CC0312
 CC0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0312'1.7 MI W FROM QUITO.
 CC0312'1.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM QUITO, 55
 CC0312'YARDS EAST OF THE QUARRY SPUR, IN THE EAST ABUTMENT OF BRIDGE 635 A,
 CC0312'ON THE TOP OF THE SOUTH END OF THE COPING STONE, 20 INCHES NORTH OF
 CC0312'THE SOUTH END OF THE STONE, 6 INCHES EAST OF THE WEST SIDE, 7 FEET
 CC0312'FROM THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE
 CC0312'RAIL.  THE BOTTOM OF A SQUARE HOLE.  NOTE-- THE BRIDGE WAS REFACED
 CC0312'WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0771 ***********************************************************************
 CS0771  PACS        -  This is a Primary Airport Control Station.
 CS0771  DESIGNATION -  Z 150
 CS0771  PID         -  CS0771
 CS0771  STATE/COUNTY-  TX/ELLIS
 CS0771  USGS QUAD   -  ENNIS WEST (1978)
 CS0771
 CS0771                         *CURRENT SURVEY CONTROL
 CS0771  ___________________________________________________________________
 CS0771* NAD 83(1993)-  32 19 40.74339(N)    096 37 35.29134(W)     ADJUSTED  
 CS0771* NAVD 88     -       164.864  (meters)     540.89   (feet)  ADJUSTED  
 CS0771  ___________________________________________________________________
 CS0771  X           -    -622,540.317 (meters)                     COMP
 CS0771  Y           -  -5,358,774.498 (meters)                     COMP
 CS0771  Z           -   3,391,293.962 (meters)                     COMP
 CS0771  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 CS0771  ELLIP HEIGHT-         138.92  (meters)          (10/24/00) GPS OBS
 CS0771  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CS0771  DYNAMIC HT  -         164.673 (meters)     540.26  (feet)  COMP
 CS0771  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 CS0771
 CS0771  HORZ ORDER  -  B
 CS0771  VERT ORDER  -  SECOND    CLASS 0
 CS0771  ELLP ORDER  -  FOURTH    CLASS II
 CS0771
 CS0771.This mark is at Ennis Muni (F41) Airport (F41)
 CS0771
 CS0771.The horizontal coordinates were established by GPS observations
 CS0771.and adjusted by the National Geodetic Survey in February 1996..
 CS0771
 CS0771.The orthometric height was determined by differential leveling
 CS0771.and adjusted by the National Geodetic Survey in June 1991..
 CS0771
 CS0771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS0771
 CS0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0771
 CS0771.The ellipsoidal height was determined by GPS observations
 CS0771.and is referenced to NAD 83.
 CS0771
 CS0771.The geoid height was determined by GEOID03.
 CS0771
 CS0771.The dynamic height is computed by dividing the NAVD 88
 CS0771.geopotential number by the normal gravity value computed on the
 CS0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0771.degrees latitude (g = 980.6199 gals.).
 CS0771
 CS0771.The modeled gravity was interpolated from observed gravity values.
 CS0771
 CS0771;                    North         East     Units Scale Factor Converg.
 CS0771;SPC TXNC     - 2,074,907.603   776,384.794   MT  0.99995178   +1 01 18.5
 CS0771;SPC TXNC     - 6,807,426.03  2,547,189.11   sFT  0.99995178   +1 01 18.5
 CS0771;UTM  14      - 3,579,266.796   723,418.433   MT  1.00021559   +1 16 11.3
 CS0771
 CS0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0771!SPC TXNC     -   0.99997819  x   0.99995178  =   0.99992997
 CS0771!UTM  14      -   0.99997819  x   1.00021559  =   1.00019377
 CS0771
 CS0771                          SUPERSEDED SURVEY CONTROL
 CS0771
 CS0771  ELLIP H (02/20/96)  139.02   (m)                       GP(       ) 1 1
 CS0771  NAD 83(1993)-  32 19 40.74312(N)    096 37 35.29035(W) AD(       ) 2
 CS0771  NAD 83(1986)-  32 19 40.75065(N)    096 37 35.27198(W) AD(       ) 2
 CS0771  NAD 27      -  32 19 40.23000(N)    096 37 34.30700(W) AD(       ) 2
 CS0771  NAVD 88 (02/20/96)  164.86   (m)          540.9    (f) LEVELING    3  
 CS0771  NGVD 29 (??/??/92)  164.860  (m)          540.88   (f) ADJ UNCH    2 0
 CS0771
 CS0771.Superseded values are not recommended for survey control.
 CS0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0771.See file dsdata.txt to determine how the superseded data were derived.
 CS0771
 CS0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2341879267(NAD 83)
 CS0771_MARKER: DB = BENCH MARK DISK
 CS0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0771_STAMPING: Z 150 1933 540.819
 CS0771_MARK LOGO: CGS   
 CS0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0771+STABILITY: SURFACE MOTION
 CS0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS0771+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 CS0771
 CS0771  HISTORY     - Date     Condition        Report By
 CS0771  HISTORY     - 1933     MONUMENTED       CGS
 CS0771  HISTORY     - 1947     GOOD             NGS
 CS0771  HISTORY     - 1981     GOOD             LOCSUR
 CS0771  HISTORY     - 19950207 GOOD             NGS
 CS0771  HISTORY     - 20040730 GOOD             JCLS
 CS0771
 CS0771                          STATION DESCRIPTION
 CS0771
 CS0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0771'SEE STATION ENNIS
 CS0771
 CS0771                          STATION RECOVERY (1947)
 CS0771
 CS0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0771'IN ENNIS.
 CS0771'AT ENNIS, AT THE NORTH CORNER OF A RAILROAD PARK, DIRECTLY ACROSS EAST
 CS0771'AVENUE (U.S. HIGHWAY NO.287 AND STATE HIGHWAY NO.34) FROM THE
 CS0771'SOUTHEAST END OF THE RAILWAY EXPRESS AGENCY OFFICE AND THE TEXAS AND
 CS0771'NEW ORLEANS RAILROAD STATION, 67.5 FEET NORTHEAST OF THE NORTHEAST
 CS0771'RAIL OF THE MAIN TRACK, 15.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 CS0771'EAST AVENUE, 11.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF A
 CS0771'NORTHWEST-SOUTHEAST STREET, 13.5 FEET SOUTH OF A STREET LAMP POST, 1.8
 CS0771'FOOT NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 CS0771'FEET ABOVE THE STREETS AND PROJECTING 0.6 FOOT.
 CS0771
 CS0771                          STATION RECOVERY (1981)
 CS0771
 CS0771'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CS0771'RECOVERED IN GOOD CONDITION.
 CS0771
 CS0771                          STATION RECOVERY (1995)
 CS0771
 CS0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS0771'THE STATION IS LOCATED IN ENNIS, IN THE SOUTH QUADRANT OF THE JUNCTION
 CS0771'OF SOUTHEAST MAIN STREET AND EAST ENNIS AVENUE, AND IN THE NORTHEAST
 CS0771'CORNER OF AN AUTO LOT.  OWNERSHIP--PAUL HAMITER, PAULS AUTOS, MAIN AND
 CS0771'ENNIS AVENUE, ENNIS, TX 75119.  PHONE 214-878-0906.  CALL AHEAD TO ASK
 CS0771'IF THERE IS A CAR PARKED OVER THE MARK, AND HE WILL MOVE THE CAR.  TO
 CS0771'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 287 AND STATE HIGHWAY 34 IN
 CS0771'ENNIS, GO NORTHEAST ON HIGHWAY 287 AND 34 FOR 0.08 KM (0.05 MI) TO THE
 CS0771'JUNCTION OF SOUTHEAST MAIN AND EAST ENNIS AVENUE AND THE STATION ON
 CS0771'THE RIGHT IN THE NORTHEAST CORNER OF PAULS AUTO LOT. STATION IS SET IN
 CS0771'THE TOP OF A 25 CM SQUARE CONCRETE POST PROJECTING 5 CM.  IT IS 15.7 M
 CS0771'(51.5 FT) SOUTHEAST OF THE CENTER OF EAST ENNIS AVENUE, 11.45 M (37.57
 CS0771'FT) SOUTHWEST OF THE CENTER OF SOUTHEAST MAIN STREET, AND 9.1 M (29.9
 CS0771'FT) NORTHWEST OF THE CENTER OF A DRIVEWAY.
 CS0771
 CS0771                          STATION RECOVERY (2004)
 CS0771
 CS0771'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CS0771'AUTO LOT IS NOW A NURSERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6333 ***********************************************************************
 AC6333  DESIGNATION -  Z 1500
 AC6333  PID         -  AC6333
 AC6333  STATE/COUNTY-  TX/HARRIS
 AC6333  USGS QUAD   -  ALDINE (1995)
 AC6333
 AC6333                         *CURRENT SURVEY CONTROL
 AC6333  ___________________________________________________________________
 AC6333* NAD 83(1986)-  29 54 51.     (N)    095 22 33.     (W)     SCALED    
 AC6333* NAVD 88     -        24.248  (meters)      79.55   (feet)  ADJUSTED  
 AC6333  ___________________________________________________________________
 AC6333  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AC6333  DYNAMIC HT  -          24.215 (meters)      79.45  (feet)  COMP
 AC6333  MODELED GRAV-     979,294.3   (mgal)                       NAVD 88
 AC6333
 AC6333  VERT ORDER  -  FIRST     CLASS II
 AC6333
 AC6333.The horizontal coordinates were scaled from a topographic map and have
 AC6333.an estimated accuracy of +/- 6 seconds.
 AC6333
 AC6333.The orthometric height was determined by differential leveling
 AC6333.and adjusted by the National Geodetic Survey in July 2002..
 AC6333
 AC6333.The geoid height was determined by GEOID03.
 AC6333
 AC6333.The dynamic height is computed by dividing the NAVD 88
 AC6333.geopotential number by the normal gravity value computed on the
 AC6333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6333.degrees latitude (g = 980.6199 gals.).
 AC6333
 AC6333.The modeled gravity was interpolated from observed gravity values.
 AC6333
 AC6333;                    North         East    Units  Estimated Accuracy
 AC6333;SPC TXSC     - 4,236,040.      949,900.      MT  (+/- 180 meters Scaled)
 AC6333
 AC6333                          SUPERSEDED SURVEY CONTROL
 AC6333
 AC6333.No superseded survey control is available for this station.
 AC6333
 AC6333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP706116(NAD 83)
 AC6333_MARKER: DV = VERTICAL CONTROL DISK
 AC6333_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC6333_SP_SET: PIER
 AC6333_STAMPING: Z 1500 1996
 AC6333_MARK LOGO: NGS   
 AC6333_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6333+STABILITY: POSITION/ELEVATION WELL
 AC6333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6333+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AC6333
 AC6333  HISTORY     - Date     Condition        Report By
 AC6333  HISTORY     - 1996     MONUMENTED       NGS
 AC6333  HISTORY     - 20040927 GOOD             USPSQD
 AC6333
 AC6333                          STATION DESCRIPTION
 AC6333
 AC6333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6333'IN HOUSTON, AT THE INTERSECTION OF HARDY TOLL ROAD AND THE UNION
 AC6333'PACIFIC RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE 3RD CONCRETE
 AC6333'PIER NORTH OF THE SOUTH ABUTMENT OF THE SOUTHBOUND ROAD OVERPASS OF
 AC6333'THE RAILROAD, 43.8 M (143.7 FT) WEST OF THE NEAR RAIL OF THE MAIN
 AC6333'TRACK, 10.3 M (33.8 FT) SOUTHWEST OF THE NEAR RAIL OF A SPUR TRACK,
 AC6333'6.8 M (22.3 FT) EAST OF THE CENTER OF WEST HARDY ROAD, 5.5 M (18.0 FT)
 AC6333'WEST OF THE CENTER OF THE OVERPASS, 1.3 M (4.3 FT) ABOVE THE GROUND
 AC6333'SURFACE, AND 0.6 M (2.0 FT) EAST OF THE WEST END OF THE PIER.
 AC6333
 AC6333                          STATION RECOVERY (2004)
 AC6333
 AC6333'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AC6333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1030 ***********************************************************************
 DN1030  DESIGNATION -  Z 1501
 DN1030  PID         -  DN1030
 DN1030  STATE/COUNTY-  TX/MONTAGUE
 DN1030  USGS QUAD   -  BRUSHY MOUND (1979)
 DN1030
 DN1030                         *CURRENT SURVEY CONTROL
 DN1030  ___________________________________________________________________
 DN1030* NAD 83(1986)-  33 36 59.     (N)    097 52 50.     (W)     SCALED    
 DN1030* NAVD 88     -       296.916  (meters)     974.13   (feet)  ADJUSTED  
 DN1030  ___________________________________________________________________
 DN1030  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DN1030  DYNAMIC HT  -         296.589 (meters)     973.06  (feet)  COMP
 DN1030  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 DN1030
 DN1030  VERT ORDER  -  FIRST     CLASS II
 DN1030
 DN1030.The horizontal coordinates were scaled from a topographic map and have
 DN1030.an estimated accuracy of +/- 6 seconds.
 DN1030
 DN1030.The orthometric height was determined by differential leveling
 DN1030.and adjusted by the National Geodetic Survey in June 1991..
 DN1030
 DN1030.The geoid height was determined by GEOID03.
 DN1030
 DN1030.The dynamic height is computed by dividing the NAVD 88
 DN1030.geopotential number by the normal gravity value computed on the
 DN1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1030.degrees latitude (g = 980.6199 gals.).
 DN1030
 DN1030.The modeled gravity was interpolated from observed gravity values.
 DN1030
 DN1030;                    North         East    Units  Estimated Accuracy
 DN1030;SPC TXNC     - 2,216,380.      657,480.      MT  (+/- 180 meters Scaled)
 DN1030
 DN1030                          SUPERSEDED SURVEY CONTROL
 DN1030
 DN1030.No superseded survey control is available for this station.
 DN1030
 DN1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC038201(NAD 83)
 DN1030_MARKER: I = METAL ROD
 DN1030_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1030_SP_SET: STAINLESS STEEL ROD
 DN1030_STAMPING: Z 1501 1986
 DN1030_MARK LOGO: NGS   
 DN1030_PROJECTION: RECESSED 6 CENTIMETERS
 DN1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1030_ROD/PIPE-DEPTH: 4.9  meters
 DN1030
 DN1030  HISTORY     - Date     Condition        Report By
 DN1030  HISTORY     - 1986     MONUMENTED       NGS
 DN1030
 DN1030                          STATION DESCRIPTION
 DN1030
 DN1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1030'6.5 KM (4.05 MI) NORTH FROM BOWIE.
 DN1030'6.5 KM (4.05 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1030'WITH U.S. HIGHWAY 287 IN BOWIE, 36.6 M (120.1 FT) SOUTH OF THE CENTER
 DN1030'OF A DIRT ROAD, 29.3 M (96.1 FT) SOUTH OF A UTILITY POLE, 15.2 M (49.9
 DN1030'FT0 WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.4 M (4.6 FT) NORTH OF
 DN1030'A HIGHWAY RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN1030'THROUGH A 5-INCH LOGO CAP.
 DN1030'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 DN1030'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5455 ***********************************************************************
 AW5455  DESIGNATION -  Z 1502
 AW5455  PID         -  AW5455
 AW5455  STATE/COUNTY-  TX/HARRIS
 AW5455  USGS QUAD   -  CYPRESS (1995)
 AW5455
 AW5455                         *CURRENT SURVEY CONTROL
 AW5455  ___________________________________________________________________
 AW5455* NAD 83(1986)-  29 53 19.     (N)    095 38 36.     (W)     SCALED    
 AW5455* NAVD 88     -        38.146  (meters)     125.15   (feet)  ADJUSTED  
 AW5455  ___________________________________________________________________
 AW5455  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW5455  DYNAMIC HT  -          38.094 (meters)     124.98  (feet)  COMP
 AW5455  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 AW5455
 AW5455  VERT ORDER  -  FIRST     CLASS II
 AW5455
 AW5455.The horizontal coordinates were scaled from a topographic map and have
 AW5455.an estimated accuracy of +/- 6 seconds.
 AW5455
 AW5455.The orthometric height was determined by differential leveling
 AW5455.and adjusted by the National Geodetic Survey in June 1991..
 AW5455
 AW5455.The geoid height was determined by GEOID03.
 AW5455
 AW5455.The dynamic height is computed by dividing the NAVD 88
 AW5455.geopotential number by the normal gravity value computed on the
 AW5455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5455.degrees latitude (g = 980.6199 gals.).
 AW5455
 AW5455.The modeled gravity was interpolated from observed gravity values.
 AW5455
 AW5455;                    North         East    Units  Estimated Accuracy
 AW5455;SPC TXSC     - 4,232,440.      924,160.      MT  (+/- 180 meters Scaled)
 AW5455
 AW5455                          SUPERSEDED SURVEY CONTROL
 AW5455
 AW5455  NGVD 29 (12/23/87)   38.139  (m)          125.13   (f) ADJUSTED    1 2
 AW5455
 AW5455.Superseded values are not recommended for survey control.
 AW5455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5455.See file dsdata.txt to determine how the superseded data were derived.
 AW5455
 AW5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP447093(NAD 83)
 AW5455_MARKER: I = METAL ROD
 AW5455_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5455_SP_SET: STAINLESS STEEL ROD
 AW5455_STAMPING: Z 1502 1986
 AW5455_MARK LOGO: NGS   
 AW5455_PROJECTION: RECESSED 2 CENTIMETERS
 AW5455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5455+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 AW5455_ROD/PIPE-DEPTH: 14.6 meters
 AW5455
 AW5455  HISTORY     - Date     Condition        Report By
 AW5455  HISTORY     - 1986     MONUMENTED       NGS
 AW5455  HISTORY     - 20040715 GOOD             USPSQD
 AW5455
 AW5455                          STATION DESCRIPTION
 AW5455
 AW5455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5455'11.6 KM (7.2 MI) NORTH FROM ADDICKS.
 AW5455'11.6 KM (7.2 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5455'WITH U.S. HIGHWAY 90 IN ADDICKS, 14.4 M (47.2 FT) SOUTHWEST OF A
 AW5455'WOODEN FENCE, 13.4 M (44.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 AW5455'SOUTHWEST BOUND LANES OF THE HIGHWAY, 9.2 M (30.2 FT) NORTHWEST OF
 AW5455'UTILITY PEDESTAL LETTERED HV, 4.4 M (14.4 FT) NORTHEAST OF THE CENTER
 AW5455'OF A PAVED TURN OFF, AND 2.6 M (8.5 FT) NORTHWEST OF THE NORTHWEST END
 AW5455'OF A CONCRETE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5455'5-INCH LOGO CAP.
 AW5455'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AW5455
 AW5455                          STATION RECOVERY (2004)
 AW5455
 AW5455'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5455'4 INCHES UNDER THE GRASS.  MEASUREMENTS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6339 ***********************************************************************
 AC6339  DESIGNATION -  Z 1502
 AC6339  PID         -  AC6339
 AC6339  STATE/COUNTY-  TX/HARRIS
 AC6339  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AC6339
 AC6339                         *CURRENT SURVEY CONTROL
 AC6339  ___________________________________________________________________
 AC6339* NAD 83(1986)-  29 46 07.     (N)    095 26 55.     (W)     SCALED    
 AC6339* NAVD 88     -        18.001  (meters)      59.06   (feet)  ADJUSTED  
 AC6339  ___________________________________________________________________
 AC6339  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AC6339  DYNAMIC HT  -          17.977 (meters)      58.98  (feet)  COMP
 AC6339  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AC6339
 AC6339  VERT ORDER  -  FIRST     CLASS II
 AC6339
 AC6339.The horizontal coordinates were scaled from a topographic map and have
 AC6339.an estimated accuracy of +/- 6 seconds.
 AC6339
 AC6339.The orthometric height was determined by differential leveling
 AC6339.and adjusted by the National Geodetic Survey in July 2002..
 AC6339
 AC6339.The geoid height was determined by GEOID03.
 AC6339
 AC6339.The dynamic height is computed by dividing the NAVD 88
 AC6339.geopotential number by the normal gravity value computed on the
 AC6339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6339.degrees latitude (g = 980.6199 gals.).
 AC6339
 AC6339.The modeled gravity was interpolated from observed gravity values.
 AC6339
 AC6339;                    North         East    Units  Estimated Accuracy
 AC6339;SPC TXSC     - 4,219,700.      943,360.      MT  (+/- 180 meters Scaled)
 AC6339
 AC6339                          SUPERSEDED SURVEY CONTROL
 AC6339
 AC6339.No superseded survey control is available for this station.
 AC6339
 AC6339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN632956(NAD 83)
 AC6339_MARKER: DV = VERTICAL CONTROL DISK
 AC6339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC6339_SP_SET: FOOTING
 AC6339_STAMPING: Z 1502 1996
 AC6339_MARK LOGO: NGS   
 AC6339_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6339+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6339
 AC6339  HISTORY     - Date     Condition        Report By
 AC6339  HISTORY     - 1996     MONUMENTED       NGS
 AC6339
 AC6339                          STATION DESCRIPTION
 AC6339
 AC6339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6339'IN HOUSTON, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND
 AC6339'MEMORIAL DRIVE, IN MEMORIAL PARK, THE DISK IS EPOXIED TO THE NORTH
 AC6339'EDGE OF THE CONCRETE FOOTING FOR A HIGH LINE TOWER, 30.3 M (99.4 FT)
 AC6339'NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE DRIVE, 30.2 M (99.1
 AC6339'FT) EAST OF THE NEAR RAIL, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 AC6339'TRACK, 0.1 M (0.3 FT) NORTHEAST OF THE TOWER, AND FLUSH WITH THE
 AC6339'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5582 ***********************************************************************
 AW5582  DESIGNATION -  Z 1503
 AW5582  PID         -  AW5582
 AW5582  STATE/COUNTY-  TX/GALVESTON
 AW5582  USGS QUAD   -  DICKINSON (1997)
 AW5582
 AW5582                         *CURRENT SURVEY CONTROL
 AW5582  ___________________________________________________________________
 AW5582* NAD 83(1986)-  29 29 39.     (N)    095 02 51.     (W)     SCALED    
 AW5582* NAVD 88     -         5.938  (meters)      19.48   (feet)  ADJUSTED  
 AW5582  ___________________________________________________________________
 AW5582  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW5582  DYNAMIC HT  -           5.929 (meters)      19.45  (feet)  COMP
 AW5582  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 AW5582
 AW5582  VERT ORDER  -  FIRST     CLASS II
 AW5582
 AW5582.The horizontal coordinates were scaled from a topographic map and have
 AW5582.an estimated accuracy of +/- 6 seconds.
 AW5582
 AW5582.The orthometric height was determined by differential leveling
 AW5582.and adjusted by the National Geodetic Survey in June 1991..
 AW5582
 AW5582.The geoid height was determined by GEOID03.
 AW5582
 AW5582.The dynamic height is computed by dividing the NAVD 88
 AW5582.geopotential number by the normal gravity value computed on the
 AW5582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5582.degrees latitude (g = 980.6199 gals.).
 AW5582
 AW5582.The modeled gravity was interpolated from observed gravity values.
 AW5582
 AW5582;                    North         East    Units  Estimated Accuracy
 AW5582;SPC TXSC     - 4,190,540.      983,160.      MT  (+/- 180 meters Scaled)
 AW5582
 AW5582                          SUPERSEDED SURVEY CONTROL
 AW5582
 AW5582  NGVD 29 (12/23/87)    5.934  (m)           19.47   (f) ADJUSTED    1 2
 AW5582
 AW5582.Superseded values are not recommended for survey control.
 AW5582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5582.See file dsdata.txt to determine how the superseded data were derived.
 AW5582
 AW5582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN015644(NAD 83)
 AW5582_MARKER: I = METAL ROD
 AW5582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5582_SP_SET: STAINLESS STEEL ROD
 AW5582_STAMPING: Z 1503 1987
 AW5582_MARK LOGO: NGS   
 AW5582_PROJECTION: RECESSED 2 CENTIMETERS
 AW5582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5582+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 AW5582_ROD/PIPE-DEPTH: 14.6 meters
 AW5582
 AW5582  HISTORY     - Date     Condition        Report By
 AW5582  HISTORY     - 1987     MONUMENTED       NGS
 AW5582  HISTORY     - 1989     GOOD             USPSQD
 AW5582  HISTORY     - 1990     GOOD             USPSQD
 AW5582  HISTORY     - 1991     GOOD             USPSQD
 AW5582  HISTORY     - 19950610 GOOD             USPSQD
 AW5582  HISTORY     - 20030531 GOOD             USPSQD
 AW5582  HISTORY     - 20040628 GOOD             USPSQD
 AW5582  HISTORY     - 20060404 GOOD             JCLS
 AW5582
 AW5582                          STATION DESCRIPTION
 AW5582
 AW5582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5582'5.1 KM (3.15 MI) NORTH FROM DICKINSON.
 AW5582'2.7 KM (1.7 MI) NORTHWEST ALONG THE GALVESTON HOUSTON AND HENDERSON
 AW5582'RAILROAD FROM ITS JUNCTION WITH FARM ROAD 517 IN DICKINSON, THENCE 2.2
 AW5582'KM (1.35 MI) NORTHEAST ALONG FARM ROAD 646, THENCE 0.2 KM (0.1 MI)
 AW5582'NORTH ALONG FARM ROAD 1266, 11.9 M (39.0 FT) WEST OF THE CENTERLINE OF
 AW5582'THE ROAD, AND 11.8 M (38.7 FT) NORTH OF THE CENTER OF A METAL GATE AND
 AW5582'FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5582'LOGO CAP.
 AW5582'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 AW5582'THE MARK IS 0.3 M BELOW THE ROAD.
 AW5582
 AW5582                          STATION RECOVERY (1989)
 AW5582
 AW5582'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW5582'RECOVERED IN GOOD CONDITION.
 AW5582
 AW5582                          STATION RECOVERY (1990)
 AW5582
 AW5582'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW5582'RECOVERED IN GOOD CONDITION.
 AW5582
 AW5582                          STATION RECOVERY (1991)
 AW5582
 AW5582'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW5582'RECOVERED IN GOOD CONDITION.
 AW5582
 AW5582                          STATION RECOVERY (1995)
 AW5582
 AW5582'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5582'RECOVERED IN GOOD CONDITION.
 AW5582
 AW5582                          STATION RECOVERY (2003)
 AW5582
 AW5582'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AW5582'RECOVERED IN GOOD CONDITION.
 AW5582
 AW5582                          STATION RECOVERY (2004)
 AW5582
 AW5582'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5582'RECOVERED IN GOOD CONDITION.
 AW5582
 AW5582                          STATION RECOVERY (2006)
 AW5582
 AW5582'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AW5582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5467 ***********************************************************************
 AW5467  DESIGNATION -  Z 1504
 AW5467  PID         -  AW5467
 AW5467  STATE/COUNTY-  TX/FORT BEND
 AW5467  USGS QUAD   -  MISSOURI CITY (1995)
 AW5467
 AW5467                         *CURRENT SURVEY CONTROL
 AW5467  ___________________________________________________________________
 AW5467* NAD 83(1986)-  29 34 10.     (N)    095 34 03.     (W)     SCALED    
 AW5467* NAVD 88     -        20.468  (meters)      67.15   (feet)  ADJUSTED  
 AW5467  ___________________________________________________________________
 AW5467  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW5467  DYNAMIC HT  -          20.440 (meters)      67.06  (feet)  COMP
 AW5467  MODELED GRAV-     979,269.4   (mgal)                       NAVD 88
 AW5467
 AW5467  VERT ORDER  -  FIRST     CLASS II
 AW5467
 AW5467.The horizontal coordinates were scaled from a topographic map and have
 AW5467.an estimated accuracy of +/- 6 seconds.
 AW5467
 AW5467.The orthometric height was determined by differential leveling
 AW5467.and adjusted by the National Geodetic Survey in June 1991..
 AW5467
 AW5467.The geoid height was determined by GEOID03.
 AW5467
 AW5467.The dynamic height is computed by dividing the NAVD 88
 AW5467.geopotential number by the normal gravity value computed on the
 AW5467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5467.degrees latitude (g = 980.6199 gals.).
 AW5467
 AW5467.The modeled gravity was interpolated from observed gravity values.
 AW5467
 AW5467;                    North         East    Units  Estimated Accuracy
 AW5467;SPC TXSC     - 4,197,290.      932,520.      MT  (+/- 180 meters Scaled)
 AW5467
 AW5467                          SUPERSEDED SURVEY CONTROL
 AW5467
 AW5467  NGVD 29 (12/23/87)   20.463  (m)           67.14   (f) ADJUSTED    1 2
 AW5467
 AW5467.Superseded values are not recommended for survey control.
 AW5467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5467.See file dsdata.txt to determine how the superseded data were derived.
 AW5467
 AW5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN512738(NAD 83)
 AW5467_MARKER: I = METAL ROD
 AW5467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5467_SP_SET: STAINLESS STEEL ROD
 AW5467_STAMPING: Z 1504 1987
 AW5467_MARK LOGO: NGS   
 AW5467_PROJECTION: FLUSH
 AW5467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5467+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AW5467_ROD/PIPE-DEPTH: 24.4 meters
 AW5467
 AW5467  HISTORY     - Date     Condition        Report By
 AW5467  HISTORY     - 1987     MONUMENTED       NGS
 AW5467  HISTORY     - 1987     GOOD             USPSQD
 AW5467  HISTORY     - 1987     GOOD             USPSQD
 AW5467  HISTORY     - 1988     GOOD             USPSQD
 AW5467  HISTORY     - 19901208 GOOD             USPSQD
 AW5467  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW5467  HISTORY     - 20050707 GOOD             USPSQD
 AW5467
 AW5467                          STATION DESCRIPTION
 AW5467
 AW5467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5467'10.0 KM (6.2 MI) SE FROM SUGARLAND.
 AW5467'1.9 KM (1.15 MI) SOUTH ALONG STATE HIGHWAY 58 SPUR FROM THE JUNCTION
 AW5467'OF US HIGHWAY 90 ALTERNATE IN SUGARLAND, THENCE 8.1 KM (5.0 MI)
 AW5467'SOUTHEAST ALONG STATE HIGHWAY 6, AT A POWERLINE CROSSING, BETWEEN TWO
 AW5467'WITNESS POSTS, 15.2 METERS (50.0 FT) NORTHEAST OF THE CENTERLINE OF
 AW5467'THE HIGHWAY, 45.3 METERS (148.5 FT) SOUTH-SOUTHEAST OF A FIRE HYDRANT,
 AW5467'35.2 METERS (115.5 FT) SOUTH-SOUTHEAST OF A FENCE CORNER, 1.4 METERS
 AW5467'(4.5 FT) NORTHEAST OF A POWER POLE, 1.2 METERS (4.0 FT) SOUTHEAST OF A
 AW5467'GUY ANCHOR.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5467'CAP.
 AW5467'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW5467'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 AW5467
 AW5467                          STATION RECOVERY (1987)
 AW5467
 AW5467'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW5467'RECOVERED IN GOOD CONDITION.
 AW5467
 AW5467                          STATION RECOVERY (1987)
 AW5467
 AW5467'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW5467'RECOVERED IN GOOD CONDITION.
 AW5467
 AW5467                          STATION RECOVERY (1988)
 AW5467
 AW5467'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLH)
 AW5467'RECOVERED IN GOOD CONDITION.
 AW5467
 AW5467                          STATION RECOVERY (1990)
 AW5467
 AW5467'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW5467'RECOVERED IN GOOD CONDITION.
 AW5467
 AW5467                          STATION RECOVERY (1993)
 AW5467
 AW5467'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5467'MARK NOT FOUND.
 AW5467
 AW5467                          STATION RECOVERY (2005)
 AW5467
 AW5467'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5495 ***********************************************************************
 AW5495  DESIGNATION -  Z 1505
 AW5495  PID         -  AW5495
 AW5495  STATE/COUNTY-  TX/FORT BEND
 AW5495  USGS QUAD   -  ORCHARD (1980)
 AW5495
 AW5495                         *CURRENT SURVEY CONTROL
 AW5495  ___________________________________________________________________
 AW5495* NAD 83(1986)-  29 31 23.     (N)    095 57 41.     (W)     SCALED    
 AW5495* NAVD 88     -        33.425  (meters)     109.66   (feet)  ADJUSTED  
 AW5495  ___________________________________________________________________
 AW5495  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW5495  DYNAMIC HT  -          33.378 (meters)     109.51  (feet)  COMP
 AW5495  MODELED GRAV-     979,259.0   (mgal)                       NAVD 88
 AW5495
 AW5495  VERT ORDER  -  FIRST     CLASS II
 AW5495
 AW5495.The horizontal coordinates were scaled from a topographic map and have
 AW5495.an estimated accuracy of +/- 6 seconds.
 AW5495
 AW5495.The orthometric height was determined by differential leveling
 AW5495.and adjusted by the National Geodetic Survey in June 1991..
 AW5495
 AW5495.The geoid height was determined by GEOID03.
 AW5495
 AW5495.The dynamic height is computed by dividing the NAVD 88
 AW5495.geopotential number by the normal gravity value computed on the
 AW5495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5495.degrees latitude (g = 980.6199 gals.).
 AW5495
 AW5495.The modeled gravity was interpolated from observed gravity values.
 AW5495
 AW5495;                    North         East    Units  Estimated Accuracy
 AW5495;SPC TXSC     - 4,191,090.      894,500.      MT  (+/- 180 meters Scaled)
 AW5495
 AW5495                          SUPERSEDED SURVEY CONTROL
 AW5495
 AW5495  NGVD 29 (12/23/87)   33.422  (m)          109.65   (f) ADJUSTED    1 2
 AW5495
 AW5495.Superseded values are not recommended for survey control.
 AW5495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5495.See file dsdata.txt to determine how the superseded data were derived.
 AW5495
 AW5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN129695(NAD 83)
 AW5495_MARKER: I = METAL ROD
 AW5495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5495_SP_SET: STAINLESS STEEL ROD
 AW5495_STAMPING: Z 1505 1987
 AW5495_MARK LOGO: NGS   
 AW5495_PROJECTION: FLUSH
 AW5495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5495_ROD/PIPE-DEPTH: 7.0  meters
 AW5495
 AW5495  HISTORY     - Date     Condition        Report By
 AW5495  HISTORY     - 1987     MONUMENTED       NGS
 AW5495  HISTORY     - 19971122 GOOD             USPSQD
 AW5495
 AW5495                          STATION DESCRIPTION
 AW5495
 AW5495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5495'6.6 KM (4.1 MI) NW FROM BEASLEY.
 AW5495'1.6 KM (1.0 MI) SOUTHWEST ALONG US HIGHWAY 59 FROM THE POST OFFICE IN
 AW5495'BEASLEY, THENCE 5.03 KM (3.13 MI) NORTHWEST ALONG FM ROAD 1875, 0.16
 AW5495'KM (0.1 MI) NORTHWEST OF THE NORTHWEST END OF A CURVE, IN THE NORTH
 AW5495'CORNER OF THE T-JUNCTION OF A FIELD ROAD, 11.6 METERS (38.0 FT)
 AW5495'NORTHEAST OF THE CENTERLINE OF ROAD 1875, 7.6 METERS (25.0 FT)
 AW5495'NORTHWEST OF THE CENTER OF THE FIELD ROAD, 2.9 METERS (9.5 FT)
 AW5495'NORTH-NORTHEAST OF THE NORTHWEST END OF A 30-INCH CONCRETE CULVERT,
 AW5495'0.6 METERS (2.0 FT) SOUTHEAST OF A POWER POLE.  NOTE--ACCESS TO DATUM
 AW5495'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5495'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW5495'THE MARK IS 0.3 M BELOW ROAD 1875.
 AW5495
 AW5495                          STATION RECOVERY (1997)
 AW5495
 AW5495'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2541 ***********************************************************************
 AX2541  DESIGNATION -  Z 1506
 AX2541  PID         -  AX2541
 AX2541  STATE/COUNTY-  TX/AUSTIN
 AX2541  USGS QUAD   -  NEW ULM (1981)
 AX2541
 AX2541                         *CURRENT SURVEY CONTROL
 AX2541  ___________________________________________________________________
 AX2541* NAD 83(1986)-  29 52 50.     (N)    096 27 09.     (W)     SCALED    
 AX2541* NAVD 88     -       101.519  (meters)     333.07   (feet)  ADJUSTED  
 AX2541  ___________________________________________________________________
 AX2541  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX2541  DYNAMIC HT  -         101.380 (meters)     332.61  (feet)  COMP
 AX2541  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 AX2541
 AX2541  VERT ORDER  -  FIRST     CLASS I
 AX2541
 AX2541.The horizontal coordinates were scaled from a topographic map and have
 AX2541.an estimated accuracy of +/- 6 seconds.
 AX2541
 AX2541.The orthometric height was determined by differential leveling
 AX2541.and adjusted by the National Geodetic Survey in June 1991..
 AX2541
 AX2541.The geoid height was determined by GEOID03.
 AX2541
 AX2541.The dynamic height is computed by dividing the NAVD 88
 AX2541.geopotential number by the normal gravity value computed on the
 AX2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2541.degrees latitude (g = 980.6199 gals.).
 AX2541
 AX2541.The modeled gravity was interpolated from observed gravity values.
 AX2541
 AX2541;                    North         East    Units  Estimated Accuracy
 AX2541;SPC TXSC     - 4,229,570.      846,050.      MT  (+/- 180 meters Scaled)
 AX2541
 AX2541                          SUPERSEDED SURVEY CONTROL
 AX2541
 AX2541  NGVD 29 (12/23/87)  101.486  (m)          332.96   (f) ADJUSTED    1 1
 AX2541
 AX2541.Superseded values are not recommended for survey control.
 AX2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2541.See file dsdata.txt to determine how the superseded data were derived.
 AX2541
 AX2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU460082(NAD 83)
 AX2541_MARKER: I = METAL ROD
 AX2541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2541_SP_SET: STAINLESS STEEL ROD
 AX2541_STAMPING: Z 1506 1987
 AX2541_MARK LOGO: NGS   
 AX2541_PROJECTION: FLUSH
 AX2541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2541_ROD/PIPE-DEPTH: 7.3  meters
 AX2541
 AX2541  HISTORY     - Date     Condition        Report By
 AX2541  HISTORY     - 1987     MONUMENTED       NGS
 AX2541
 AX2541                          STATION DESCRIPTION
 AX2541
 AX2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2541'4.5 KM (2.8 MI) EAST FROM NEW ULM.
 AX2541'0.6 KM (0.4 MI) EAST ALONG FM ROAD 1094 (BASTROP STREET) FROM THE
 AX2541'JUNCTION OF FM ROAD 109 IN NEW ULM, THENCE 1.2 KM (0.75 MI) SOUTHEAST
 AX2541'ALONG AN ASHPALT ROAD, THENCE 1.0 KM (0.65 MI) SOUTHEAST AND ACROSS
 AX2541'THE MISSOURI-KANSAS-TEXAS RAILROAD AND ALONG THE SAME ASPHALT ROAD,
 AX2541'THENCE 0.48 KM (0.3 MI) NORTHEAST ALONG A PRIVATE GRAVEL ROAD, THENCE
 AX2541'1.2 KM (0.75 MI) EAST ALONG THE SAME GRAVEL ROAD AND A RAILROAD
 AX2541'RIGHT-OF-WAY FENCE, SOUTH AND ACROSS THE RAILROAD FROM THE METAL
 AX2541'MILEPOST 1016, ON THE PROPERTY OF MR. WEIGE, ALSO 4.0 KM (2.5 MI) EAST
 AX2541'ALONG THE RAILROAD FROM THE CROSSING OF FM ROAD 109 IN NEW ULM,
 AX2541'14.0 METERS (46.0 FT) SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 53.7
 AX2541'METERS (176 FT) WEST OF A CORNER POLE OF A POWERLINE CROSSING OVER THE
 AX2541'RAILROAD, 23.8 METERS (78.0 FT) WEST OF THE NORTHWEST CORNER OF A DEER
 AX2541'STAND, 0.15 METER (0.5 FT) SOUTH OF THE FENCE.  NOTE--ACCESS TO DATUM
 AX2541'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2541'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AX2541'THE MARK IS 1.2 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5669 ***********************************************************************
 AW5669  DESIGNATION -  Z 1507
 AW5669  PID         -  AW5669
 AW5669  STATE/COUNTY-  TX/GALVESTON
 AW5669  USGS QUAD   -  TEXAS CITY (1994)
 AW5669
 AW5669                         *CURRENT SURVEY CONTROL
 AW5669  ___________________________________________________________________
 AW5669* NAD 83(1986)-  29 24 29.     (N)    094 57 28.     (W)     SCALED    
 AW5669* NAVD 88     -         1.603  (meters)       5.26   (feet)  ADJUSTED  
 AW5669  ___________________________________________________________________
 AW5669  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW5669  DYNAMIC HT  -           1.601 (meters)       5.25  (feet)  COMP
 AW5669  MODELED GRAV-     979,268.3   (mgal)                       NAVD 88
 AW5669
 AW5669  VERT ORDER  -  FIRST     CLASS II
 AW5669
 AW5669.The horizontal coordinates were scaled from a topographic map and have
 AW5669.an estimated accuracy of +/- 6 seconds.
 AW5669
 AW5669.The orthometric height was determined by differential leveling
 AW5669.and adjusted by the National Geodetic Survey in June 1991..
 AW5669
 AW5669.The geoid height was determined by GEOID03.
 AW5669
 AW5669.The dynamic height is computed by dividing the NAVD 88
 AW5669.geopotential number by the normal gravity value computed on the
 AW5669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5669.degrees latitude (g = 980.6199 gals.).
 AW5669
 AW5669.The modeled gravity was interpolated from observed gravity values.
 AW5669
 AW5669;                    North         East    Units  Estimated Accuracy
 AW5669;SPC TXSC     - 4,181,300.      992,180.      MT  (+/- 180 meters Scaled)
 AW5669
 AW5669                          SUPERSEDED SURVEY CONTROL
 AW5669
 AW5669  NGVD 29 (12/23/87)    1.600  (m)            5.25   (f) ADJUSTED    1 2
 AW5669
 AW5669.Superseded values are not recommended for survey control.
 AW5669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5669.See file dsdata.txt to determine how the superseded data were derived.
 AW5669
 AW5669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN100547(NAD 83)
 AW5669_MARKER: I = METAL ROD
 AW5669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5669_SP_SET: STAINLESS STEEL ROD
 AW5669_STAMPING: Z 1507 1987
 AW5669_MARK LOGO: NGS   
 AW5669_PROJECTION: FLUSH
 AW5669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5669_ROD/PIPE-DEPTH: 13.4 meters
 AW5669
 AW5669  HISTORY     - Date     Condition        Report By
 AW5669  HISTORY     - 1987     MONUMENTED       NGS
 AW5669  HISTORY     - 1990     GOOD             USPSQD
 AW5669  HISTORY     - 19910414 GOOD             USPSQD
 AW5669  HISTORY     - 19940326 GOOD             USPSQD
 AW5669  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW5669  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 AW5669
 AW5669                          STATION DESCRIPTION
 AW5669
 AW5669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5669'7.3 KM (4.55 MI) NW FROM TEXAS CITY.
 AW5669'7.3 KM (4.55 MI) NORTHWEST ALONG LOOP 197 FROM THE COATS WHITNEY
 AW5669'BUILDING (FORMER POST OFFICE) IN TEXAS CITY, ACROSS THE NORTHWESTBOUND
 AW5669'LANES OF STATE HIGHWAY 146 TO THE HIGHWAY MEDIAN AND THE MARK ON THE
 AW5669'LEFT BEFORE THE INTERSECTION OF THE SOUTHEASTBOUND LANES OF STATE
 AW5669'HIGHWAY 146 AND ACROSS THE HIGHWAY FROM HIGHWAY SIGN (GALVESTON),
 AW5669'17.89 METERS (58.7 FT) SOUTH-SOUTHEAST OF THE DOUBLE CENTERLINE OF THE
 AW5669'NORTHWESTBOUND LANES OF THE HIGHWAY, 16.58 METERS (54.4 FT) SOUTHWEST
 AW5669'OF HIGHWAY SIGN (KEMAH 10), 11.92 METERS (39.1 FT) SOUTHEAST OF
 AW5669'HIGHWAY SIGN (LEFT LANE MUST TURN LEFT), 0.97 METER (3.2 FT) NORTHEAST
 AW5669'OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5669'5-INCH LOGO CAP.
 AW5669'THE MARK IS 0.26 METERS  N FROM  A WITNESS POST
 AW5669'THE MARK IS 0.61 M BELOW HIGHWAY.
 AW5669
 AW5669                          STATION RECOVERY (1990)
 AW5669
 AW5669'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW5669'RECOVERED IN GOOD CONDITION.
 AW5669
 AW5669                          STATION RECOVERY (1991)
 AW5669
 AW5669'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW5669'RECOVERED IN GOOD CONDITION.
 AW5669
 AW5669                          STATION RECOVERY (1994)
 AW5669
 AW5669'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5669'RECOVERED IN GOOD CONDITION.
 AW5669
 AW5669                          STATION RECOVERY (2004)
 AW5669
 AW5669'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5669'MARK NOT FOUND.
 AW5669
 AW5669                          STATION RECOVERY (2005)
 AW5669
 AW5669'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5571 ***********************************************************************
 AW5571  DESIGNATION -  Z 1509
 AW5571  PID         -  AW5571
 AW5571  STATE/COUNTY-  TX/HARRIS
 AW5571  USGS QUAD   -  HUMBLE (1995)
 AW5571
 AW5571                         *CURRENT SURVEY CONTROL
 AW5571  ___________________________________________________________________
 AW5571* NAD 83(1986)-  29 53 52.     (N)    095 22 19.     (W)     SCALED    
 AW5571* NAVD 88     -        21.134  (meters)      69.34   (feet)  ADJUSTED  
 AW5571  ___________________________________________________________________
 AW5571  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW5571  DYNAMIC HT  -          21.106 (meters)      69.25  (feet)  COMP
 AW5571  MODELED GRAV-     979,293.6   (mgal)                       NAVD 88
 AW5571
 AW5571  VERT ORDER  -  FIRST     CLASS II
 AW5571
 AW5571.The horizontal coordinates were scaled from a topographic map and have
 AW5571.an estimated accuracy of +/- 6 seconds.
 AW5571
 AW5571.The orthometric height was determined by differential leveling
 AW5571.and adjusted by the National Geodetic Survey in July 2002..
 AW5571
 AW5571.The geoid height was determined by GEOID03.
 AW5571
 AW5571.The dynamic height is computed by dividing the NAVD 88
 AW5571.geopotential number by the normal gravity value computed on the
 AW5571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5571.degrees latitude (g = 980.6199 gals.).
 AW5571
 AW5571.The modeled gravity was interpolated from observed gravity values.
 AW5571
 AW5571;                    North         East    Units  Estimated Accuracy
 AW5571;SPC TXSC     - 4,234,230.      950,330.      MT  (+/- 180 meters Scaled)
 AW5571
 AW5571                          SUPERSEDED SURVEY CONTROL
 AW5571
 AW5571  NAVD 88 (09/11/96)   21.149  (m)           69.39   (f) UNKNOWN     1 2
 AW5571  NAVD 88 (06/15/91)   21.356  (m)           70.07   (f) UNKNOWN     1 2
 AW5571  NGVD 29 (12/23/87)   21.353  (m)           70.06   (f) ADJUSTED    1 2
 AW5571
 AW5571.Superseded values are not recommended for survey control.
 AW5571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5571.See file dsdata.txt to determine how the superseded data were derived.
 AW5571
 AW5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP709098(NAD 83)
 AW5571_MARKER: I = METAL ROD
 AW5571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5571_SP_SET: STAINLESS STEEL ROD
 AW5571_STAMPING: Z 1509 1987
 AW5571_MARK LOGO: NGS   
 AW5571_PROJECTION: FLUSH
 AW5571_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5571+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW5571_ROD/PIPE-DEPTH: 9.1  meters
 AW5571
 AW5571  HISTORY     - Date     Condition        Report By
 AW5571  HISTORY     - 1987     MONUMENTED       NGS
 AW5571  HISTORY     - 19951007 GOOD             CHANCE
 AW5571  HISTORY     - 19960204 GOOD             NGS
 AW5571  HISTORY     - 20040927 GOOD             USPSQD
 AW5571
 AW5571                          STATION DESCRIPTION
 AW5571
 AW5571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5571'15.8 KM (9.8 MI) NE FROM HOUSTON.
 AW5571'4.5 KM (2.8 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AW5571'THE STATION IN HOUSTON, THENCE 11.3 KM (7.0 MI) NORTHERLY ALONG THE
 AW5571'MISSOURI PACIFIC RAILROAD, 0.1 KM (0.05 MI) NORTH OF THE INTERSECTION
 AW5571'OF HILL ROAD, 49.7 M (163.1 FT) SOUTHWEST OF THE NEAR RAIL, 7.5 M
 AW5571'(24.6 FT) NORTHEAST OF THE CENTERLINE OF WEST HARDY STREET, AND 0.5 M
 AW5571'(1.6 FT) SOUTH-SOUTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 AW5571'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5571'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 AW5571'THE MARK IS 0.6 M ABOVE THE STREET.
 AW5571
 AW5571                          STATION RECOVERY (1995)
 AW5571
 AW5571'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5571'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AW5571'POINT IS 0.25 KM (0.15 MI) NORTH OF THE INTERSECTION OF HILL ROAD.
 AW5571'NOTE= MONUMENT IS BECOMING OVERGROWN AND CASING IS DISTURBED DUE TO
 AW5571'WILLOW TREE ON PROPERTY.  MONUMENT IS AT THE NORTHEAST CORNER OF A
 AW5571'PROPERTY FENCE.  196 FT (59.7 M) SOUTH OF THE SOUTHWEST SUPPORT PILLAR
 AW5571'OF A TOLL PLAZA.  41 FT (12.5 M) WEST OF THE CONCRETE GUARDRAIL ON THE
 AW5571'WEST EDGE OF THE HARDY TOLL ROAD.  35 FT (10.7 M) SOUTHWEST OF THE
 AW5571'SOUTHWEST CORNER OF A 10 FOOT (3.0 M) BY 10 FOOT (3.0 M) FENCED
 AW5571'COMPOUND.  63 FT (19.2 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE
 AW5571'DRIVEWAY.  12 FT (3.7 M) EAST OF THE EAST EDGE OF WEST HARDY ROAD.  64
 AW5571'FT (19.5 M) NORTHEAST OF A UTILITY POLE.
 AW5571
 AW5571                          STATION RECOVERY (1996)
 AW5571
 AW5571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5571'IN HOUSTON, AT THE INTERSECTION OF WEST HARDY STREET AND HILL ROAD,
 AW5571'183.0 M (600.4 FT) NORTH OF THE ROAD CENTER, 59.7 M (195.9 FT) SOUTH
 AW5571'OF THE SOUTHWEST SUPPORT POST OF A TOLL PLAZA, 12.5 M (41.0 FT) WEST
 AW5571'OF THE WEST CONCRETE GUARDRAIL OF HARDY TOLL ROAD, 7.5 M (24.6 FT)
 AW5571'EAST OF THE STREET CENTER, 0.6 M (2.0 FT) SOUTHWEST OF THE NORTHWEST
 AW5571'CORNER OF A CHAIN-LINK FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AW5571'STREET, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 AW5571'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS BEING
 AW5571'OVERGROWN BY A TREE.
 AW5571
 AW5571                          STATION RECOVERY (2004)
 AW5571
 AW5571'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0637 ***********************************************************************
 CS0637  DESIGNATION -  Z 151
 CS0637  PID         -  CS0637
 CS0637  STATE/COUNTY-  TX/NAVARRO
 CS0637  USGS QUAD   -  CORSICANA (1978)
 CS0637
 CS0637                         *CURRENT SURVEY CONTROL
 CS0637  ___________________________________________________________________
 CS0637* NAD 83(1986)-  32 05 42.     (N)    096 25 23.     (W)     SCALED    
 CS0637* NAVD 88     -       115.051  (meters)     377.46   (feet)  ADJUSTED  
 CS0637  ___________________________________________________________________
 CS0637  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0637  DYNAMIC HT  -         114.917 (meters)     377.02  (feet)  COMP
 CS0637  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CS0637
 CS0637  VERT ORDER  -  SECOND    CLASS 0
 CS0637
 CS0637.The horizontal coordinates were scaled from a topographic map and have
 CS0637.an estimated accuracy of +/- 6 seconds.
 CS0637
 CS0637.The orthometric height was determined by differential leveling
 CS0637.and adjusted by the National Geodetic Survey in June 1991..
 CS0637
 CS0637.The geoid height was determined by GEOID03.
 CS0637
 CS0637.The dynamic height is computed by dividing the NAVD 88
 CS0637.geopotential number by the normal gravity value computed on the
 CS0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0637.degrees latitude (g = 980.6199 gals.).
 CS0637
 CS0637.The modeled gravity was interpolated from observed gravity values.
 CS0637
 CS0637;                    North         East    Units  Estimated Accuracy
 CS0637;SPC TXNC     - 2,049,440.      796,040.      MT  (+/- 180 meters Scaled)
 CS0637
 CS0637                          SUPERSEDED SURVEY CONTROL
 CS0637
 CS0637  NGVD 29 (??/??/92)  115.049  (m)          377.46   (f) ADJ UNCH    2 0
 CS0637
 CS0637.Superseded values are not recommended for survey control.
 CS0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0637.See file dsdata.txt to determine how the superseded data were derived.
 CS0637
 CS0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA431538(NAD 83)
 CS0637_MARKER: DB = BENCH MARK DISK
 CS0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0637_STAMPING: Z 151 1933
 CS0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0637+STABILITY: SURFACE MOTION
 CS0637
 CS0637  HISTORY     - Date     Condition        Report By
 CS0637  HISTORY     - 1933     MONUMENTED       CGS
 CS0637  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0637
 CS0637                          STATION DESCRIPTION
 CS0637
 CS0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0637'2.3 MI E FROM CORSICANA.
 CS0637'2.3 MILES EAST OF, ALONG ST.L.S.W.RY. CONCRETE POST, 1.7 MILES WEST OF
 CS0637'STRIBLING SIDING, 160 FEET NORTHEAST OF J.H. HUDSON FARMHOUSE, 120
 CS0637'FEET EAST OF MILEPOST 619, 6 FEET NORTH OF EAST END OF RAILREST, 35
 CS0637'FEET NORTHWEST OF LANE CROSSING, 25 FEET NORTH OF RAILROAD
 CS0637'CENTER-LINE.  TABLET ON TOP OF CONCRETE POST.
 CS0637
 CS0637                          STATION RECOVERY (1965)
 CS0637
 CS0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5635 ***********************************************************************
 AW5635  DESIGNATION -  Z 1510
 AW5635  PID         -  AW5635
 AW5635  STATE/COUNTY-  TX/HARRIS
 AW5635  USGS QUAD   -  HUMBLE (1995)
 AW5635
 AW5635                         *CURRENT SURVEY CONTROL
 AW5635  ___________________________________________________________________
 AW5635* NAD 83(1986)-  29 55 56.     (N)    095 17 34.     (W)     SCALED    
 AW5635* NAVD 88     -        19.853  (meters)      65.13   (feet)  ADJUSTED  
 AW5635  ___________________________________________________________________
 AW5635  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW5635  DYNAMIC HT  -          19.826 (meters)      65.05  (feet)  COMP
 AW5635  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 AW5635
 AW5635  VERT ORDER  -  FIRST     CLASS II
 AW5635
 AW5635.The horizontal coordinates were scaled from a topographic map and have
 AW5635.an estimated accuracy of +/- 6 seconds.
 AW5635
 AW5635.The orthometric height was determined by differential leveling
 AW5635.and adjusted by the National Geodetic Survey in April 2001..
 AW5635
 AW5635.The geoid height was determined by GEOID03.
 AW5635
 AW5635.The dynamic height is computed by dividing the NAVD 88
 AW5635.geopotential number by the normal gravity value computed on the
 AW5635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5635.degrees latitude (g = 980.6199 gals.).
 AW5635
 AW5635.The modeled gravity was interpolated from observed gravity values.
 AW5635
 AW5635;                    North         East    Units  Estimated Accuracy
 AW5635;SPC TXSC     - 4,238,290.      957,850.      MT  (+/- 180 meters Scaled)
 AW5635
 AW5635                          SUPERSEDED SURVEY CONTROL
 AW5635
 AW5635  NAVD 88 (06/15/91)   19.828  (m)           65.05   (f) UNKNOWN     1 2
 AW5635  NGVD 29 (12/23/87)   19.826  (m)           65.05   (f) ADJUSTED    1 2
 AW5635
 AW5635.Superseded values are not recommended for survey control.
 AW5635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5635.See file dsdata.txt to determine how the superseded data were derived.
 AW5635
 AW5635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP786134(NAD 83)
 AW5635_MARKER: I = METAL ROD
 AW5635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5635_SP_SET: STAINLESS STEEL ROD
 AW5635_STAMPING: Z 1510 1987
 AW5635_MARK LOGO: NGS   
 AW5635_PROJECTION: FLUSH
 AW5635_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5635+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW5635_ROD/PIPE-DEPTH: 8.2  meters
 AW5635
 AW5635  HISTORY     - Date     Condition        Report By
 AW5635  HISTORY     - 1987     MONUMENTED       NGS
 AW5635  HISTORY     - 19941009 GOOD             NGS
 AW5635  HISTORY     - 20051015 GOOD             USPSQD
 AW5635
 AW5635                          STATION DESCRIPTION
 AW5635
 AW5635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5635'IN HOUSTON.
 AW5635'IN HOUSTON, AT THE INTERSECTION OF OLD HUMBLE ROAD AND UPSHAW DRIVE,
 AW5635'19.8 M (65.0 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO THE
 AW5635'J. ELLIS AUTO SALES, 10.5 M (34.4 FT) NORTHEAST OF THE CENTER OF A
 AW5635'DRIVEWAY, 8.2 M (26.9 FT) SOUTHWEST OF THE CENTER OF UPSHAW DRIVE, 7.7
 AW5635'M (25.3 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES
 AW5635'OF THE ROAD, AND 0.3 M (1.0 FT) NORTHEAST OF A FENCE.  NOTE--ACCESS TO
 AW5635'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5635'THE MARK IS 0.2 M ABOVE THE ROAD.
 AW5635
 AW5635                          STATION RECOVERY (1994)
 AW5635
 AW5635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW5635'IN HOUSTON, AT THE INTERSECTION OF OLD HUMBLE ROAD AND UPSHAW DRIVE,
 AW5635'8.4 M (27.6 FT) SOUTHWEST OF THE DRIVE CENTER, 8.0 M (26.2 FT)
 AW5635'NORTHWEST OF THE CENTERLINE OF THE SOUTHWESTBOUND LANES OF THE ROAD,
 AW5635'5.8 M (19.0 FT) SOUTHEAST OF A FIRE HYDRANT, 1.1 M (3.6 FT) NORTHWEST
 AW5635'OF A FENCE CORNER, 0.4 M (1.3 FT) NORTHEAST OF A FENCE, AND 0.3 M (1.0
 AW5635'FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AW5635'THROUGH A 5-INCH LOGO CAP.
 AW5635
 AW5635                          STATION RECOVERY (2005)
 AW5635
 AW5635'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5635'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1978 ***********************************************************************
 BL1978  DESIGNATION -  Z 1511
 BL1978  PID         -  BL1978
 BL1978  STATE/COUNTY-  TX/HARRIS
 BL1978  USGS QUAD   -  TOMBALL (1979)
 BL1978
 BL1978                         *CURRENT SURVEY CONTROL
 BL1978  ___________________________________________________________________
 BL1978* NAD 83(1986)-  30 03 39.     (N)    095 34 21.     (W)     SCALED    
 BL1978* NAVD 88     -        47.452  (meters)     155.68   (feet)  ADJUSTED  
 BL1978  ___________________________________________________________________
 BL1978  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL1978  DYNAMIC HT  -          47.388 (meters)     155.47  (feet)  COMP
 BL1978  MODELED GRAV-     979,293.1   (mgal)                       NAVD 88
 BL1978
 BL1978  VERT ORDER  -  FIRST     CLASS II
 BL1978
 BL1978.The horizontal coordinates were scaled from a topographic map and have
 BL1978.an estimated accuracy of +/- 6 seconds.
 BL1978
 BL1978.The orthometric height was determined by differential leveling
 BL1978.and adjusted by the National Geodetic Survey in June 1991..
 BL1978
 BL1978.The geoid height was determined by GEOID03.
 BL1978
 BL1978.The dynamic height is computed by dividing the NAVD 88
 BL1978.geopotential number by the normal gravity value computed on the
 BL1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1978.degrees latitude (g = 980.6199 gals.).
 BL1978
 BL1978.The modeled gravity was interpolated from observed gravity values.
 BL1978
 BL1978;                    North         East    Units  Estimated Accuracy
 BL1978;SPC TXSC     - 4,251,720.      930,440.      MT  (+/- 180 meters Scaled)
 BL1978
 BL1978                          SUPERSEDED SURVEY CONTROL
 BL1978
 BL1978  NGVD 29 (12/23/87)   47.447  (m)          155.67   (f) ADJUSTED    1 2
 BL1978
 BL1978.Superseded values are not recommended for survey control.
 BL1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1978.See file dsdata.txt to determine how the superseded data were derived.
 BL1978
 BL1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP519283(NAD 83)
 BL1978_MARKER: I = METAL ROD
 BL1978_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1978_SP_SET: STAINLESS STEEL ROD
 BL1978_STAMPING: Z 1511 1987
 BL1978_MARK LOGO: NGS   
 BL1978_PROJECTION: FLUSH
 BL1978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1978_ROD/PIPE-DEPTH: 7.3  meters
 BL1978
 BL1978  HISTORY     - Date     Condition        Report By
 BL1978  HISTORY     - 1987     MONUMENTED       NGS
 BL1978
 BL1978                          STATION DESCRIPTION
 BL1978
 BL1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL1978'7.2 KM (4.5 MI) SE FROM TOMBALL.
 BL1978'5.3 KM (3.3 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 BL1978'FROM THE STATION IN TOMBALL, THENCE 1.9 KM (1.2 MI) NORTHEASTERLY
 BL1978'ALONG BOUDREAUX ROAD, 58.2 M (190.9 FT) SOUTHWEST OF THE CENTER OF A
 BL1978'DRIVEWAY LEADING NORTHWEST TO 10214 BOUDREAUX ROAD, 9.1 M (29.9 FT)
 BL1978'NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 9.0 M (29.5 FT)
 BL1978'NORTHWEST OF THE CENTERLINE OF THE ROAD, 7.7 M (25.3 FT) SOUTH OF THE
 BL1978'NORTHEAST END OF A PIPE CULVERT, AND 3.2 M (10.5 FT) NORTH OF THE
 BL1978'SOUTHWEST END OF THE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD
 BL1978'THROUGH A 5-INCH LOGO CAP.
 BL1978'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST AND FENCE
 BL1978'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5700 ***********************************************************************
 AW5700  DESIGNATION -  Z 1512
 AW5700  PID         -  AW5700
 AW5700  STATE/COUNTY-  TX/HARRIS
 AW5700  USGS QUAD   -  LEAGUE CITY (1995)
 AW5700
 AW5700                         *CURRENT SURVEY CONTROL
 AW5700  ___________________________________________________________________
 AW5700* NAD 83(1986)-  29 34 02.     (N)    095 03 30.     (W)     SCALED    
 AW5700* NAVD 88     -         3.361  (meters)      11.03   (feet)  ADJUSTED  
 AW5700  ___________________________________________________________________
 AW5700  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW5700  DYNAMIC HT  -           3.356 (meters)      11.01  (feet)  COMP
 AW5700  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 AW5700
 AW5700  VERT ORDER  -  FIRST     CLASS II
 AW5700
 AW5700.The horizontal coordinates were scaled from a topographic map and have
 AW5700.an estimated accuracy of +/- 6 seconds.
 AW5700
 AW5700.The orthometric height was determined by differential leveling
 AW5700.and adjusted by the National Geodetic Survey in June 1991..
 AW5700
 AW5700.The geoid height was determined by GEOID03.
 AW5700
 AW5700.The dynamic height is computed by dividing the NAVD 88
 AW5700.geopotential number by the normal gravity value computed on the
 AW5700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5700.degrees latitude (g = 980.6199 gals.).
 AW5700
 AW5700.The modeled gravity was interpolated from observed gravity values.
 AW5700
 AW5700;                    North         East    Units  Estimated Accuracy
 AW5700;SPC TXSC     - 4,198,600.      981,840.      MT  (+/- 180 meters Scaled)
 AW5700
 AW5700                          SUPERSEDED SURVEY CONTROL
 AW5700
 AW5700  NGVD 29 (12/23/87)    3.357  (m)           11.01   (f) ADJUSTED    1 2
 AW5700
 AW5700.Superseded values are not recommended for survey control.
 AW5700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5700.See file dsdata.txt to determine how the superseded data were derived.
 AW5700
 AW5700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN006725(NAD 83)
 AW5700_MARKER: I = METAL ROD
 AW5700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5700_SP_SET: STAINLESS STEEL ROD
 AW5700_STAMPING: Z 1512 1987
 AW5700_MARK LOGO: NGS   
 AW5700_PROJECTION: FLUSH
 AW5700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5700_ROD/PIPE-DEPTH: 7.9  meters
 AW5700
 AW5700  HISTORY     - Date     Condition        Report By
 AW5700  HISTORY     - 1987     MONUMENTED       NGS
 AW5700  HISTORY     - 1989     GOOD             USPSQD
 AW5700  HISTORY     - 19900805 GOOD             USPSQD
 AW5700  HISTORY     - 19931122 GOOD             USPSQD
 AW5700  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW5700
 AW5700                          STATION DESCRIPTION
 AW5700
 AW5700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5700'IN TAILOR LAKE VILLAGE.
 AW5700'IN TAILOR LAKE VILLAGE, AT THE JUNCTION OF NASA ROAD 1 AND STATE
 AW5700'HIGHWAY 146 (KIRBY ROAD), 71.0 METERS (232.9 FT) NORTH OF THE
 AW5700'CENTERLINE OF THE WESTBOUND LANES OF NASA ROAD 1, 13.0 METERS (42.7
 AW5700'FT) SOUTH OF THE CENTER OF THE CENTER ENTRANCE DRIVEWAY INTO THE
 AW5700'SHOWBOAT MARINE MALL PARKING LOT, 7.2 METERS (23.6 FT) EAST OF THE
 AW5700'CENTERLINE OF THE NORTHBOUND LANES OF HIGHWAY 146, 6.5 METERS (21.3
 AW5700'FT) NORTH OF THE CENTER OF THE EXIT DRIVEWAY FROM THE MALL PARKING
 AW5700'LOT, 3.5 METERS (11.5 FT) WEST-NORTHWEST OF A SIGN LAG (SHOWBOAT
 AW5700'MARINE), 1.7 METERS (5.6 FT) NORTH OF UTILITY POLE NUMBER ABC 4759.
 AW5700'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5700'THE MARK IS 0.3 M ABOVE ROAD.
 AW5700
 AW5700                          STATION RECOVERY (1989)
 AW5700
 AW5700'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW5700'RECOVERED IN GOOD CONDITION.
 AW5700
 AW5700                          STATION RECOVERY (1990)
 AW5700
 AW5700'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5700'RECOVERED IN GOOD CONDITION.
 AW5700
 AW5700                          STATION RECOVERY (1993)
 AW5700
 AW5700'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5700'RECOVERED IN GOOD CONDITION.
 AW5700
 AW5700                          STATION RECOVERY (2005)
 AW5700
 AW5700'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6273 ***********************************************************************
 AC6273  DESIGNATION -  Z 1516
 AC6273  PID         -  AC6273
 AC6273  STATE/COUNTY-  TX/HARRIS
 AC6273  USGS QUAD   -  LEAGUE CITY (1995)
 AC6273
 AC6273                         *CURRENT SURVEY CONTROL
 AC6273  ___________________________________________________________________
 AC6273* NAD 83(1986)-  29 33 34.     (N)    095 06 45.     (W)     SCALED    
 AC6273* NAVD 88     -         5.422  (meters)      17.79   (feet)  ADJUSTED  
 AC6273  ___________________________________________________________________
 AC6273  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AC6273  DYNAMIC HT  -           5.415 (meters)      17.77  (feet)  COMP
 AC6273  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 AC6273
 AC6273  VERT ORDER  -  FIRST     CLASS II
 AC6273
 AC6273.The horizontal coordinates were scaled from a topographic map and have
 AC6273.an estimated accuracy of +/- 6 seconds.
 AC6273
 AC6273.The orthometric height was determined by differential leveling
 AC6273.and adjusted by the National Geodetic Survey in March 1997..
 AC6273
 AC6273.The geoid height was determined by GEOID03.
 AC6273
 AC6273.The dynamic height is computed by dividing the NAVD 88
 AC6273.geopotential number by the normal gravity value computed on the
 AC6273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6273.degrees latitude (g = 980.6199 gals.).
 AC6273
 AC6273.The modeled gravity was interpolated from observed gravity values.
 AC6273
 AC6273;                    North         East    Units  Estimated Accuracy
 AC6273;SPC TXSC     - 4,197,560.      976,620.      MT  (+/- 180 meters Scaled)
 AC6273
 AC6273                          SUPERSEDED SURVEY CONTROL
 AC6273
 AC6273.No superseded survey control is available for this station.
 AC6273
 AC6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN953718(NAD 83)
 AC6273_MARKER: I = METAL ROD
 AC6273_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6273_STAMPING: Z 1516 1996
 AC6273_MARK LOGO: NGS   
 AC6273_PROJECTION: FLUSH
 AC6273_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6273+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 AC6273_ROD/PIPE-DEPTH: 10.6 meters
 AC6273_SLEEVE-DEPTH  : 0.9 meters
 AC6273
 AC6273  HISTORY     - Date     Condition        Report By
 AC6273  HISTORY     - 1996     MONUMENTED       NGS
 AC6273  HISTORY     - 20020310 GOOD             USPSQD
 AC6273  HISTORY     - 20031105 GOOD             USPSQD
 AC6273
 AC6273                          STATION DESCRIPTION
 AC6273
 AC6273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6273'IN CLEAR LAKE, AT THE INTERSECTION OF GEMINI AVENUE AND SATURN LANE,
 AC6273'73.4 M (240.8 FT) SOUTHWEST OF THE LANE CENTER, 11.7 M (38.4 FT)
 AC6273'NORTHWEST OF THE AVENUE CENTERLINE, 4.5 M (14.8 FT) NORTHEAST OF A
 AC6273'UTILITY POLE, 1.7 M (5.6 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE
 AC6273'ENTRANCE TO A JSC FEDERAL CREDIT UNION PARKING LOT, 0.7 M (2.3 FT)
 AC6273'ABOVE THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 AC6273'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC6273'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AC6273'CLASS A MARK.
 AC6273
 AC6273                          STATION RECOVERY (2002)
 AC6273
 AC6273'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AC6273'RECOVERED IN GOOD CONDITION.
 AC6273
 AC6273                          STATION RECOVERY (2003)
 AC6273
 AC6273'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AC6273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0750 ***********************************************************************
 CE0750  DESIGNATION -  Z 1517
 CE0750  PID         -  CE0750
 CE0750  STATE/COUNTY-  TX/EL PASO
 CE0750  USGS QUAD   -  EL PASO (1997)
 CE0750
 CE0750                         *CURRENT SURVEY CONTROL
 CE0750  ___________________________________________________________________
 CE0750* NAD 83(1986)-  31 49 30.     (N)    106 28 28.     (W)     SCALED    
 CE0750* NAVD 88     -      1349.713  (meters)    4428.18   (feet)  ADJUSTED  
 CE0750  ___________________________________________________________________
 CE0750  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CE0750  DYNAMIC HT  -        1347.670 (meters)    4421.48  (feet)  COMP
 CE0750  MODELED GRAV-     979,078.0   (mgal)                       NAVD 88
 CE0750
 CE0750  VERT ORDER  -  FIRST     CLASS I
 CE0750
 CE0750.The horizontal coordinates were scaled from a topographic map and have
 CE0750.an estimated accuracy of +/- 6 seconds.
 CE0750
 CE0750.The orthometric height was determined by differential leveling
 CE0750.and adjusted by the National Geodetic Survey in November 1996..
 CE0750
 CE0750.The geoid height was determined by GEOID03.
 CE0750
 CE0750.The dynamic height is computed by dividing the NAVD 88
 CE0750.geopotential number by the normal gravity value computed on the
 CE0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0750.degrees latitude (g = 980.6199 gals.).
 CE0750
 CE0750.The modeled gravity was interpolated from observed gravity values.
 CE0750
 CE0750;                    North         East    Units  Estimated Accuracy
 CE0750;SPC TX C     - 3,255,320.      118,910.      MT  (+/- 180 meters Scaled)
 CE0750
 CE0750                          SUPERSEDED SURVEY CONTROL
 CE0750
 CE0750.No superseded survey control is available for this station.
 CE0750
 CE0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR604219(NAD 83)
 CE0750_MARKER: DV = VERTICAL CONTROL DISK
 CE0750_SETTING: 66 = SET IN ROCK OUTCROP
 CE0750_SP_SET: BEDROCK
 CE0750_STAMPING: Z 1517 1993
 CE0750_MARK LOGO: NGS   
 CE0750_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0750+STABILITY: POSITION/ELEVATION WELL
 CE0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0750+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0750
 CE0750  HISTORY     - Date     Condition        Report By
 CE0750  HISTORY     - 1993     MONUMENTED       NGS
 CE0750
 CE0750                          STATION DESCRIPTION
 CE0750
 CE0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0750'1.6 KM (1.00 MI) WESTERLY ALONG FRED WILSON ROAD FROM THE JUNCTION OF
 CE0750'STATE HIGHWAY 59 IN EL PASO, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG
 CE0750'ALABAMA STREET, THENCE 0.9 KM (0.55 MI) NORTHWESTERLY ALONG
 CE0750'MCKELLIGON CANYON ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 CE0750'MASSIVE EXPOSED AREA OF BEDROCK IN A ROAD CUT, 42.0 M (137.8 FT)
 CE0750'SOUTHEAST OF A GATE, 10.3 M (33.8 FT) NORTHEAST OF THE ROAD
 CE0750'CENTERLINE, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8490 ***********************************************************************
 AC8490  DESIGNATION -  Z 1518
 AC8490  PID         -  AC8490
 AC8490  STATE/COUNTY-  TX/NUECES
 AC8490  USGS QUAD   -  OSO CREEK NE (1975)
 AC8490
 AC8490                         *CURRENT SURVEY CONTROL
 AC8490  ___________________________________________________________________
 AC8490* NAD 83(1986)-  27 41 20.     (N)    097 19 49.     (W)     SCALED    
 AC8490* NAVD 88     -        10.566  (meters)      34.67   (feet)  ADJUSTED  
 AC8490  ___________________________________________________________________
 AC8490  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AC8490  DYNAMIC HT  -          10.550 (meters)      34.61  (feet)  COMP
 AC8490  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 AC8490
 AC8490  VERT ORDER  -  FIRST     CLASS II
 AC8490
 AC8490.The horizontal coordinates were scaled from a topographic map and have
 AC8490.an estimated accuracy of +/- 6 seconds.
 AC8490
 AC8490.The orthometric height was determined by differential leveling
 AC8490.and adjusted by the National Geodetic Survey in December 1997..
 AC8490
 AC8490.The geoid height was determined by GEOID03.
 AC8490
 AC8490.The dynamic height is computed by dividing the NAVD 88
 AC8490.geopotential number by the normal gravity value computed on the
 AC8490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8490.degrees latitude (g = 980.6199 gals.).
 AC8490
 AC8490.The modeled gravity was interpolated from observed gravity values.
 AC8490
 AC8490;                    North         East    Units  Estimated Accuracy
 AC8490;SPC TX S     - 5,224,590.      415,380.      MT  (+/- 180 meters Scaled)
 AC8490
 AC8490                          SUPERSEDED SURVEY CONTROL
 AC8490
 AC8490.No superseded survey control is available for this station.
 AC8490
 AC8490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR646638(NAD 83)
 AC8490_MARKER: DD = SURVEY DISK
 AC8490_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8490_SP_SET: OVERPASS ABUTMENT
 AC8490_STAMPING: Z 1518
 AC8490_MARK LOGO: TXHD  
 AC8490_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8490+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8490
 AC8490  HISTORY     - Date     Condition        Report By
 AC8490  HISTORY     - UNK      MONUMENTED       TXHD
 AC8490  HISTORY     - 19970209 GOOD             NGS
 AC8490
 AC8490                          STATION DESCRIPTION
 AC8490
 AC8490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8490'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 358 AND ENNIS
 AC8490'JOSLIN ROAD, IN TOP OF AND 1.1 M (3.6 FT) SOUTHWEST OF THE NORTHEAST
 AC8490'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE
 AC8490'ROAD, 40.7 M (133.5 FT) SOUTHEAST OF THE ROAD CENTER, AND 8.0 M (26.2
 AC8490'FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES
 AC8490'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8467 ***********************************************************************
 AC8467  DESIGNATION -  Z 1519
 AC8467  PID         -  AC8467
 AC8467  STATE/COUNTY-  TX/NUECES
 AC8467  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8467
 AC8467                         *CURRENT SURVEY CONTROL
 AC8467  ___________________________________________________________________
 AC8467* NAD 83(1986)-  27 38 12.     (N)    097 14 36.     (W)     SCALED    
 AC8467* NAVD 88     -         1.395  (meters)       4.58   (feet)  ADJUSTED  
 AC8467  ___________________________________________________________________
 AC8467  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AC8467  DYNAMIC HT  -           1.393 (meters)       4.57  (feet)  COMP
 AC8467  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 AC8467
 AC8467  VERT ORDER  -  FIRST     CLASS II
 AC8467
 AC8467.The horizontal coordinates were scaled from a topographic map and have
 AC8467.an estimated accuracy of +/- 6 seconds.
 AC8467
 AC8467.The orthometric height was determined by differential leveling
 AC8467.and adjusted by the National Geodetic Survey in December 1997..
 AC8467
 AC8467.The geoid height was determined by GEOID03.
 AC8467
 AC8467.The dynamic height is computed by dividing the NAVD 88
 AC8467.geopotential number by the normal gravity value computed on the
 AC8467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8467.degrees latitude (g = 980.6199 gals.).
 AC8467
 AC8467.The modeled gravity was interpolated from observed gravity values.
 AC8467
 AC8467;                    North         East    Units  Estimated Accuracy
 AC8467;SPC TX S     - 5,218,880.      424,010.      MT  (+/- 180 meters Scaled)
 AC8467
 AC8467                          SUPERSEDED SURVEY CONTROL
 AC8467
 AC8467.No superseded survey control is available for this station.
 AC8467
 AC8467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR733581(NAD 83)
 AC8467_MARKER: DV = VERTICAL CONTROL DISK
 AC8467_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8467_SP_SET: PILE CAP
 AC8467_STAMPING: Z 1519 1997
 AC8467_MARK LOGO: NGS   
 AC8467_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8467+STABILITY: POSITION/ELEVATION WELL
 AC8467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8467+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8467
 AC8467  HISTORY     - Date     Condition        Report By
 AC8467  HISTORY     - 1997     MONUMENTED       NGS
 AC8467
 AC8467                          STATION DESCRIPTION
 AC8467
 AC8467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8467'21.4 KM (13.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8467'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8467'0.5 KM (0.30 MI) EASTERLY ALONG THE INTRACOASTAL WATERWAY TURN AROUND,
 AC8467'IN TOP OF AND 1.6 M (5.2 FT) SOUTH OF THE NORTH END OF THE CONCRETE
 AC8467'PILE CAP OF THE 4TH PIER EAST OF THE WEST ABUTMENT OF THE BRIDGE
 AC8467'SPANNING THE INTRACOASTAL WATERWAY, 26.3 M (86.3 FT) SOUTH OF THE
 AC8467'CENTERLINE OF THE TURN AROUND, 5.5 M (18.0 FT) NORTH OF THE ROAD
 AC8467'CENTER, AND 0.5 M (1.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0129 ***********************************************************************
 CS0129  DESIGNATION -  Z 152
 CS0129  PID         -  CS0129
 CS0129  STATE/COUNTY-  TX/KAUFMAN
 CS0129  USGS QUAD   -  POETRY (1980)
 CS0129
 CS0129                         *CURRENT SURVEY CONTROL
 CS0129  ___________________________________________________________________
 CS0129* NAD 83(1986)-  32 46 46.     (N)    096 13 50.     (W)     SCALED    
 CS0129* NAVD 88     -       159.385  (meters)     522.92   (feet)  ADJUSTED  
 CS0129  ___________________________________________________________________
 CS0129  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0129  DYNAMIC HT  -         159.209 (meters)     522.34  (feet)  COMP
 CS0129  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 CS0129
 CS0129  VERT ORDER  -  SECOND    CLASS 0
 CS0129
 CS0129.The horizontal coordinates were scaled from a topographic map and have
 CS0129.an estimated accuracy of +/- 6 seconds.
 CS0129
 CS0129.The orthometric height was determined by differential leveling
 CS0129.and adjusted by the National Geodetic Survey in June 1991..
 CS0129.WARNING-Repeat measurements at this control monument indicate possible
 CS0129.vertical movement.
 CS0129
 CS0129.The geoid height was determined by GEOID03.
 CS0129
 CS0129.The dynamic height is computed by dividing the NAVD 88
 CS0129.geopotential number by the normal gravity value computed on the
 CS0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0129.degrees latitude (g = 980.6199 gals.).
 CS0129
 CS0129.The modeled gravity was interpolated from observed gravity values.
 CS0129
 CS0129;                    North         East    Units  Estimated Accuracy
 CS0129;SPC TXNC     - 2,125,690.      812,570.      MT  (+/- 180 meters Scaled)
 CS0129
 CS0129                          SUPERSEDED SURVEY CONTROL
 CS0129
 CS0129  NGVD 29 (??/??/92)  159.388  (m)          522.93   (f) ADJ UNCH    2 0
 CS0129
 CS0129.Superseded values are not recommended for survey control.
 CS0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0129.See file dsdata.txt to determine how the superseded data were derived.
 CS0129
 CS0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB593302(NAD 83)
 CS0129_MARKER: DB = BENCH MARK DISK
 CS0129_SETTING: 0 = UNSPECIFIED SETTING
 CS0129_STAMPING: Z 152 1933
 CS0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0129
 CS0129  HISTORY     - Date     Condition        Report By
 CS0129  HISTORY     - 1933     MONUMENTED       CGS
 CS0129  HISTORY     - 1976     GOOD             USGS
 CS0129
 CS0129                          STATION DESCRIPTION
 CS0129
 CS0129'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CS0129'3.9 MI N FROM TERRELL.
 CS0129'TO REACH FROM THE INTERSECTION OF STATE 34 AND 80 IN TERRELL GO N. ON
 CS0129'34 FOR 4.3 MI. TO FENCE LINE EAST.  BM IS ABOUT 1600 FT. E. ALONG
 CS0129'FENCE FROM HWY. AT OLD RR GRADE.  35 FT. N. AND 15 FT. W. OF WIRE
 CS0129'GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6881 ***********************************************************************
 AE6881  DESIGNATION -  Z 1520
 AE6881  PID         -  AE6881
 AE6881  STATE/COUNTY-  TX/KENT
 AE6881  USGS QUAD   -  MC KENZIE MOUNTAINS (1969)
 AE6881
 AE6881                         *CURRENT SURVEY CONTROL
 AE6881  ___________________________________________________________________
 AE6881* NAD 83(1986)-  32 59 47.     (N)    100 59 28.     (W)     SCALED    
 AE6881* NAVD 88     -       746.449  (meters)    2448.97   (feet)  ADJUSTED  
 AE6881  ___________________________________________________________________
 AE6881  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AE6881  DYNAMIC HT  -         745.500 (meters)    2445.86  (feet)  COMP
 AE6881  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 AE6881
 AE6881  VERT ORDER  -  FIRST     CLASS II
 AE6881
 AE6881.The horizontal coordinates were scaled from a topographic map and have
 AE6881.an estimated accuracy of +/- 6 seconds.
 AE6881
 AE6881.The orthometric height was determined by differential leveling
 AE6881.and adjusted by the National Geodetic Survey in July 2002..
 AE6881
 AE6881.The geoid height was determined by GEOID03.
 AE6881
 AE6881.The dynamic height is computed by dividing the NAVD 88
 AE6881.geopotential number by the normal gravity value computed on the
 AE6881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6881.degrees latitude (g = 980.6199 gals.).
 AE6881
 AE6881.The modeled gravity was interpolated from observed gravity values.
 AE6881
 AE6881;                    North         East    Units  Estimated Accuracy
 AE6881;SPC TXNC     - 2,150,210.      367,240.      MT  (+/- 180 meters Scaled)
 AE6881
 AE6881                          SUPERSEDED SURVEY CONTROL
 AE6881
 AE6881.No superseded survey control is available for this station.
 AE6881
 AE6881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB139526(NAD 83)
 AE6881_MARKER: I = METAL ROD
 AE6881_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE6881+WITH SETTING: INFORMATION.
 AE6881_STAMPING: Z 1520 1997
 AE6881_MARK LOGO: NGS   
 AE6881_PROJECTION: FLUSH
 AE6881_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6881+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6881_ROD/PIPE-DEPTH: 2.4  meters
 AE6881
 AE6881  HISTORY     - Date     Condition        Report By
 AE6881  HISTORY     - 1997     MONUMENTED       NGS
 AE6881
 AE6881                          STATION DESCRIPTION
 AE6881
 AE6881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6881'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6881'OF STATE HIGHWAY 208 IN SNYDER, THENCE 14.3 KM (8.90 MI) EASTERLY
 AE6881'ALONG A GRAVELED ROAD AND THEN COUNTY ROAD 432, 8.9 M (29.2 FT) NORTH
 AE6881'OF AND LEVEL WITH THE ROAD CENTER, 5.5 M (18.0 FT) NORTHWEST OF A
 AE6881'FENCE CORNER, 3.5 M (11.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE
 AE6881'AND GATE, 0.9 M (3.0 FT) SOUTH OF A FENCE CORNER, AND 0.3 M (1.0 FT)
 AE6881'WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AE6881'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH OF 0.9 METER DOES NOT
 AE6881'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO
 AE6881'REFUSAL AND ANCHORED.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED. THE
 AE6881'MARK IS ON PROPERTY OWNED BY JOHN REED, 600 CR 342, SYNDER, TX 79549,
 AE6881'TELEPHONE NUMBER (915) 573-7878.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0374 ***********************************************************************
 DM0374  DESIGNATION -  Z 154
 DM0374  PID         -  DM0374
 DM0374  STATE/COUNTY-  TX/LAMAR
 DM0374  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM0374
 DM0374                         *CURRENT SURVEY CONTROL
 DM0374  ___________________________________________________________________
 DM0374* NAD 83(1986)-  33 52 15.     (N)    095 30 15.     (W)     SCALED    
 DM0374* NAVD 88     -       130.726  (meters)     428.89   (feet)  ADJUSTED  
 DM0374  ___________________________________________________________________
 DM0374  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DM0374  DYNAMIC HT  -         130.588 (meters)     428.44  (feet)  COMP
 DM0374  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 DM0374
 DM0374  VERT ORDER  -  SECOND    CLASS 0
 DM0374
 DM0374.The horizontal coordinates were scaled from a topographic map and have
 DM0374.an estimated accuracy of +/- 6 seconds.
 DM0374
 DM0374.The orthometric height was determined by differential leveling
 DM0374.and adjusted by the National Geodetic Survey in June 1991..
 DM0374
 DM0374.The geoid height was determined by GEOID03.
 DM0374
 DM0374.The dynamic height is computed by dividing the NAVD 88
 DM0374.geopotential number by the normal gravity value computed on the
 DM0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0374.degrees latitude (g = 980.6199 gals.).
 DM0374
 DM0374.The modeled gravity was interpolated from observed gravity values.
 DM0374
 DM0374;                    North         East    Units  Estimated Accuracy
 DM0374;SPC TXNC     - 2,248,380.      877,140.      MT  (+/- 180 meters Scaled)
 DM0374
 DM0374                          SUPERSEDED SURVEY CONTROL
 DM0374
 DM0374  NGVD 29 (??/??/92)  130.682  (m)          428.75   (f) ADJ UNCH    2 0
 DM0374
 DM0374.Superseded values are not recommended for survey control.
 DM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0374.See file dsdata.txt to determine how the superseded data were derived.
 DM0374
 DM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT683506(NAD 83)
 DM0374_MARKER: DB = BENCH MARK DISK
 DM0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0374_STAMPING: Z 154 1933
 DM0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0374+STABILITY: SURFACE MOTION
 DM0374
 DM0374  HISTORY     - Date     Condition        Report By
 DM0374  HISTORY     - 1933     MONUMENTED       CGS
 DM0374  HISTORY     - 1944     GOOD             SLSFRR
 DM0374  HISTORY     - 1974     MARK NOT FOUND   USGS
 DM0374  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 DM0374
 DM0374                          STATION DESCRIPTION
 DM0374
 DM0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0374'16.9 MI N FROM PARIS.
 DM0374'16.9 MILES NORTH OF, ALONG ST. LOUIS-SAN FRANCISCO RAILWAY.  79 FEET
 DM0374'EAST OF ARTHUR CITY RAILWAY STATION.  83 YARDS SOUTH OF MILEPOST 569.
 DM0374'ABOUT 0.3 MILES SOUTH OKLAHOMA AND TEXAS STATE LINE.  4 FEET SOUTH OF
 DM0374'A TELEGRAPH POST.  IN R.R. RIGHT-OF-WAY 57 FEET EAST OF TRACK CENTER
 DM0374'LINE.  TABLET SET IN TOP OF CONCRETE POST.  NOTE-- DISTANCE SHOULD BE
 DM0374'54 FEET EAST OF TRACK INSTEAD OF 83 YARDS SOUTH OF MILEPOST 569.
 DM0374
 DM0374                          STATION RECOVERY (1944)
 DM0374
 DM0374'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0374'RECOVERED IN GOOD CONDITION.
 DM0374
 DM0374                          STATION RECOVERY (1974)
 DM0374
 DM0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DM0374'A NEW BUILDING AT THIS LOCATION.
 DM0374
 DM0374                          STATION RECOVERY (1995)
 DM0374
 DM0374'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0462 ***********************************************************************
 DM0462  DESIGNATION -  Z 155
 DM0462  PID         -  DM0462
 DM0462  STATE/COUNTY-  TX/TITUS
 DM0462  USGS QUAD   -  TALCO (1964)
 DM0462
 DM0462                         *CURRENT SURVEY CONTROL
 DM0462  ___________________________________________________________________
 DM0462* NAD 83(1986)-  33 19 15.     (N)    095 03 11.     (W)     SCALED    
 DM0462* NAVD 88     -        92.292  (meters)     302.79   (feet)  ADJUSTED  
 DM0462  ___________________________________________________________________
 DM0462  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0462  DYNAMIC HT  -          92.193 (meters)     302.47  (feet)  COMP
 DM0462  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 DM0462
 DM0462  VERT ORDER  -  SECOND    CLASS 0
 DM0462
 DM0462.The horizontal coordinates were scaled from a topographic map and have
 DM0462.an estimated accuracy of +/- 6 seconds.
 DM0462
 DM0462.The orthometric height was determined by differential leveling
 DM0462.and adjusted by the National Geodetic Survey in June 1991..
 DM0462
 DM0462.The geoid height was determined by GEOID03.
 DM0462
 DM0462.The dynamic height is computed by dividing the NAVD 88
 DM0462.geopotential number by the normal gravity value computed on the
 DM0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0462.degrees latitude (g = 980.6199 gals.).
 DM0462
 DM0462.The modeled gravity was interpolated from observed gravity values.
 DM0462
 DM0462;                    North         East    Units  Estimated Accuracy
 DM0462;SPC TXNC     - 2,188,700.      920,860.      MT  (+/- 180 meters Scaled)
 DM0462
 DM0462                          SUPERSEDED SURVEY CONTROL
 DM0462
 DM0462  NGVD 29 (??/??/92)   92.300  (m)          302.82   (f) ADJ UNCH    2 0
 DM0462
 DM0462.Superseded values are not recommended for survey control.
 DM0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0462.See file dsdata.txt to determine how the superseded data were derived.
 DM0462
 DM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS088887(NAD 83)
 DM0462_MARKER: DB = BENCH MARK DISK
 DM0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0462_STAMPING: Z 155 1933
 DM0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0462+STABILITY: SURFACE MOTION
 DM0462
 DM0462  HISTORY     - Date     Condition        Report By
 DM0462  HISTORY     - 1933     MONUMENTED       CGS
 DM0462  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0462
 DM0462                          STATION DESCRIPTION
 DM0462
 DM0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0462'4.2 MI SE FROM TALCO.
 DM0462'4.2 MILES SOUTHEAST OF, ALONG P. AND M.P.RY.  CONCRETE POST, AT
 DM0462'EIKHOFF SPUR, MILE 37.6, 420 FEET NORTH OF SWITCH, 30 FEET WEST OF
 DM0462'TILE CASED WELL, ON RISE OF GROUND, 130 FEET EAST OF MAIN RAILROAD
 DM0462'TRACK CENTER-LINE, 140 FEET EAST OF TELEPHONE BOOTH.  TABLET ON TOP OF
 DM0462'CONCRETE POST.
 DM0462
 DM0462                          STATION RECOVERY (1935)
 DM0462
 DM0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0295 ***********************************************************************
 DM0295  DESIGNATION -  Z 156
 DM0295  PID         -  DM0295
 DM0295  STATE/COUNTY-  TX/MORRIS
 DM0295  USGS QUAD   -  COOKVILLE (1980)
 DM0295
 DM0295                         *CURRENT SURVEY CONTROL
 DM0295  ___________________________________________________________________
 DM0295* NAD 83(1986)-  33 11 08.     (N)    094 46 02.     (W)     SCALED    
 DM0295* NAVD 88     -       111.225  (meters)     364.91   (feet)  ADJUSTED  
 DM0295  ___________________________________________________________________
 DM0295  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0295  DYNAMIC HT  -         111.104 (meters)     364.51  (feet)  COMP
 DM0295  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 DM0295
 DM0295  VERT ORDER  -  SECOND    CLASS 0
 DM0295
 DM0295.The horizontal coordinates were scaled from a topographic map and have
 DM0295.an estimated accuracy of +/- 6 seconds.
 DM0295
 DM0295.The orthometric height was determined by differential leveling
 DM0295.and adjusted by the National Geodetic Survey in June 1991..
 DM0295
 DM0295.The geoid height was determined by GEOID03.
 DM0295
 DM0295.The dynamic height is computed by dividing the NAVD 88
 DM0295.geopotential number by the normal gravity value computed on the
 DM0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0295.degrees latitude (g = 980.6199 gals.).
 DM0295
 DM0295.The modeled gravity was interpolated from observed gravity values.
 DM0295
 DM0295;                    North         East    Units  Estimated Accuracy
 DM0295;SPC TXNC     - 2,174,610.      947,990.      MT  (+/- 180 meters Scaled)
 DM0295
 DM0295                          SUPERSEDED SURVEY CONTROL
 DM0295
 DM0295  NGVD 29 (??/??/92)  111.230  (m)          364.93   (f) ADJ UNCH    2 0
 DM0295
 DM0295.Superseded values are not recommended for survey control.
 DM0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0295.See file dsdata.txt to determine how the superseded data were derived.
 DM0295
 DM0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS352732(NAD 83)
 DM0295_MARKER: DB = BENCH MARK DISK
 DM0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0295_SP_SET: ABUTMENT
 DM0295_STAMPING: Z 156 1933
 DM0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0295
 DM0295  HISTORY     - Date     Condition        Report By
 DM0295  HISTORY     - 1933     MONUMENTED       CGS
 DM0295  HISTORY     - 1935     GOOD             NGS
 DM0295
 DM0295                          STATION DESCRIPTION
 DM0295
 DM0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0295'1.4 MI W FROM OMAHA.
 DM0295'1.4 MILES WEST OF, ALONG ST.L.S.W.RY.  ON WEST ABUTMENT TO STEEL
 DM0295'GIRDER RAILROAD BRIDGE, MILEPOST 467 PLUS 10 POLE INTERVALS, 7 FEET
 DM0295'NORTH OF RAILROAD CENTER-LINE, 6 FEET BELOW TOP OF RAIL, ON SHELF OF
 DM0295'ABUTMENT, 1 FOOT SOUTHWEST OF CORNER-EDGE.  TABLET CEMENTED IN
 DM0295'CONCRETE.
 DM0295
 DM0295                          STATION RECOVERY (1935)
 DM0295
 DM0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0198 ***********************************************************************
 DM0198  DESIGNATION -  Z 157
 DM0198  PID         -  DM0198
 DM0198  STATE/COUNTY-  TX/BOWIE
 DM0198  USGS QUAD   -  LEARY (1975)
 DM0198
 DM0198                         *CURRENT SURVEY CONTROL
 DM0198  ___________________________________________________________________
 DM0198* NAD 83(1986)-  33 23 27.     (N)    094 08 02.     (W)     SCALED    
 DM0198* NAVD 88     -        99.694  (meters)     327.08   (feet)  ADJUSTED  
 DM0198  ___________________________________________________________________
 DM0198  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0198  DYNAMIC HT  -          99.588 (meters)     326.73  (feet)  COMP
 DM0198  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 DM0198
 DM0198  VERT ORDER  -  SECOND    CLASS 0
 DM0198
 DM0198.The horizontal coordinates were scaled from a topographic map and have
 DM0198.an estimated accuracy of +/- 6 seconds.
 DM0198
 DM0198.The orthometric height was determined by differential leveling
 DM0198.and adjusted by the National Geodetic Survey in June 1991..
 DM0198
 DM0198.The geoid height was determined by GEOID03.
 DM0198
 DM0198.The dynamic height is computed by dividing the NAVD 88
 DM0198.geopotential number by the normal gravity value computed on the
 DM0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0198.degrees latitude (g = 980.6199 gals.).
 DM0198
 DM0198.The modeled gravity was interpolated from observed gravity values.
 DM0198
 DM0198;                    North         East    Units  Estimated Accuracy
 DM0198;SPC TXNC     - 2,199,630.    1,006,060.      MT  (+/- 180 meters Scaled)
 DM0198
 DM0198                          SUPERSEDED SURVEY CONTROL
 DM0198
 DM0198  NGVD 29 (??/??/92)   99.711  (m)          327.14   (f) ADJ UNCH    2 0
 DM0198
 DM0198.Superseded values are not recommended for survey control.
 DM0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0198.See file dsdata.txt to determine how the superseded data were derived.
 DM0198
 DM0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS945951(NAD 83)
 DM0198_MARKER: DB = BENCH MARK DISK
 DM0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0198_STAMPING: Z 157 1934
 DM0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0198+STABILITY: SURFACE MOTION
 DM0198
 DM0198  HISTORY     - Date     Condition        Report By
 DM0198  HISTORY     - 1934     MONUMENTED       CGS
 DM0198  HISTORY     - 1964     GOOD             LOCENG
 DM0198
 DM0198                          STATION DESCRIPTION
 DM0198
 DM0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0198'4.7 MI W FROM TEXARKANA.
 DM0198'4.7 MILES WEST OF, ALONG ST.L.-S.W.RY.  ABOUT 1 MILE EAST OF SLEDGE RR
 DM0198'SIDING.  BETWEEN 6TH AND 7TH TELEGRAPH POST WEST OF MILEPOST 424. 2
 DM0198'FEET INSIDE OF RR. RIGHT OF WAY FENCE CORNER, NORTHEAST OF ROAD
 DM0198'CROSSING.  OPPOSITE CATTLE GUARD, 48 FEET NORTH OF TRACK C.L.  45 FEET
 DM0198'EAST OF A DIRT ROAD.  TABLET SET IN TOP OF CONCRETE POST.
 DM0198
 DM0198                          STATION RECOVERY (1964)
 DM0198
 DM0198'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 DM0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0088 ***********************************************************************
 CD0088  DESIGNATION -  Z 16
 CD0088  PID         -  CD0088
 CD0088  STATE/COUNTY-  TX/CULBERSON
 CD0088  USGS QUAD   -  SAN MARTINE (1970)
 CD0088
 CD0088                         *CURRENT SURVEY CONTROL
 CD0088  ___________________________________________________________________
 CD0088* NAD 83(1986)-  31 07 39.     (N)    104 06 15.     (W)     SCALED    
 CD0088* NAVD 88     -      1167.544  (meters)    3830.52   (feet)  ADJUSTED  
 CD0088  ___________________________________________________________________
 CD0088  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 CD0088  DYNAMIC HT  -        1165.762 (meters)    3824.67  (feet)  COMP
 CD0088  MODELED GRAV-     979,073.7   (mgal)                       NAVD 88
 CD0088
 CD0088  VERT ORDER  -  FIRST     CLASS II
 CD0088
 CD0088.The horizontal coordinates were scaled from a topographic map and have
 CD0088.an estimated accuracy of +/- 6 seconds.
 CD0088
 CD0088.The orthometric height was determined by differential leveling
 CD0088.and adjusted by the National Geodetic Survey in June 1991..
 CD0088
 CD0088.The geoid height was determined by GEOID03.
 CD0088
 CD0088.The dynamic height is computed by dividing the NAVD 88
 CD0088.geopotential number by the normal gravity value computed on the
 CD0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0088.degrees latitude (g = 980.6199 gals.).
 CD0088
 CD0088.The modeled gravity was interpolated from observed gravity values.
 CD0088
 CD0088;                    North         East    Units  Estimated Accuracy
 CD0088;SPC TX C     - 3,168,040.      340,460.      MT  (+/- 180 meters Scaled)
 CD0088
 CD0088                          SUPERSEDED SURVEY CONTROL
 CD0088
 CD0088  NGVD 29 (??/??/92) 1167.100  (m)         3829.06   (f) ADJ UNCH    1 2
 CD0088
 CD0088.Superseded values are not recommended for survey control.
 CD0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0088.See file dsdata.txt to determine how the superseded data were derived.
 CD0088
 CD0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ854440(NAD 83)
 CD0088_MARKER: B = BOLT
 CD0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0088_SP_SET: BRIDGE
 CD0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0088
 CD0088  HISTORY     - Date     Condition        Report By
 CD0088  HISTORY     - UNK      MONUMENTED       CGS
 CD0088  HISTORY     - 1956     GOOD             NGS
 CD0088  HISTORY     - 1970     MARK NOT FOUND   USGS
 CD0088
 CD0088                          STATION DESCRIPTION
 CD0088
 CD0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0088'2.5 MI SW FROM SAN MARTINE.
 CD0088'2.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0088'SECTION FOREMANS HOUSE AT SAN MARTINE, AT BRIDGE 689.2, 5.5 FEET WEST
 CD0088'OF THE WEST RAIL, AT THE WEST END OF THE NORTH CONCRETE ABUTMENT OF
 CD0088'THE BRIDGE, SET IN THE TOP OF THE NORTHWEST WINGWALL OF THE BRIDGE.
 CD0088
 CD0088                          STATION RECOVERY (1970)
 CD0088
 CD0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CD0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0449 ***********************************************************************
 CR0449  DESIGNATION -  Z 160
 CR0449  PID         -  CR0449
 CR0449  STATE/COUNTY-  TX/SMITH
 CR0449  USGS QUAD   -  TROUP EAST (1973)
 CR0449
 CR0449                         *CURRENT SURVEY CONTROL
 CR0449  ___________________________________________________________________
 CR0449* NAD 83(1986)-  32 14 16.     (N)    095 02 10.     (W)     SCALED    
 CR0449* NAVD 88     -       161.905  (meters)     531.18   (feet)  ADJUSTED  
 CR0449  ___________________________________________________________________
 CR0449  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0449  DYNAMIC HT  -         161.715 (meters)     530.56  (feet)  COMP
 CR0449  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 CR0449
 CR0449  VERT ORDER  -  SECOND    CLASS 0
 CR0449
 CR0449.The horizontal coordinates were scaled from a topographic map and have
 CR0449.an estimated accuracy of +/- 6 seconds.
 CR0449
 CR0449.The orthometric height was determined by differential leveling
 CR0449.and adjusted by the National Geodetic Survey in June 1991..
 CR0449
 CR0449.The geoid height was determined by GEOID03.
 CR0449
 CR0449.The dynamic height is computed by dividing the NAVD 88
 CR0449.geopotential number by the normal gravity value computed on the
 CR0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0449.degrees latitude (g = 980.6199 gals.).
 CR0449
 CR0449.The modeled gravity was interpolated from observed gravity values.
 CR0449
 CR0449;                    North         East    Units  Estimated Accuracy
 CR0449;SPC TXNC     - 2,068,710.      926,400.      MT  (+/- 180 meters Scaled)
 CR0449
 CR0449                          SUPERSEDED SURVEY CONTROL
 CR0449
 CR0449  NGVD 29 (??/??/92)  161.920  (m)          531.23   (f) ADJ UNCH    2 0
 CR0449
 CR0449.Superseded values are not recommended for survey control.
 CR0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0449.See file dsdata.txt to determine how the superseded data were derived.
 CR0449
 CR0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR081686(NAD 83)
 CR0449_MARKER: DB = BENCH MARK DISK
 CR0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0449_SP_SET: CULVERT
 CR0449_STAMPING: Z-160 1934
 CR0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0449
 CR0449  HISTORY     - Date     Condition        Report By
 CR0449  HISTORY     - 1934     MONUMENTED       CGS
 CR0449  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR0449  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0449
 CR0449                          STATION DESCRIPTION
 CR0449
 CR0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0449'9.3 MI NE FROM TROUP.
 CR0449'9.3 MILES NORTHEAST OF, ALONG I. AND G.N.R.R. 200 FEET NORTH OF STATE
 CR0449'HIGHWAY NO.135, 33 FEET NORTH OF RIGHT OF WAY FENCE, 14 FEET NORTHEAST
 CR0449'OF POLE 54/10, 12 FEET SOUTH OF TRACK, IN WEST END OF SOUTH HEAD WALL
 CR0449'TO CULVERT.  TABLET SET HORIZONTAL IN CONCRETE STAMPED, Z-160 1934.
 CR0449
 CR0449                          STATION RECOVERY (1972)
 CR0449
 CR0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CR0449'MARK NOT FOUND.
 CR0449
 CR0449                          STATION RECOVERY (1996)
 CR0449
 CR0449'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0824 ***********************************************************************
 BY0824  DESIGNATION -  Z 161 RESET 1960
 BY0824  PID         -  BY0824
 BY0824  STATE/COUNTY-  TX/ANGELINA
 BY0824  USGS QUAD   -  LUFKIN (1980)
 BY0824
 BY0824                         *CURRENT SURVEY CONTROL
 BY0824  ___________________________________________________________________
 BY0824* NAD 83(1986)-  31 20 22.     (N)    094 43 49.     (W)     SCALED    
 BY0824* NAVD 88     -        94.54   (+/-2cm)     310.2    (feet)  VERTCON   
 BY0824  ___________________________________________________________________
 BY0824  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BY0824
 BY0824  VERT ORDER  -  THIRD (See Below)
 BY0824
 BY0824.The horizontal coordinates were scaled from a topographic map and have
 BY0824.an estimated accuracy of +/- 6 seconds.
 BY0824
 BY0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0824.The vertical order pertains to the NGVD 29 superseded value.
 BY0824
 BY0824.The geoid height was determined by GEOID03.
 BY0824
 BY0824;                    North         East    Units  Estimated Accuracy
 BY0824;SPC TX C     - 3,198,860.    1,232,930.      MT  (+/- 180 meters Scaled)
 BY0824
 BY0824                          SUPERSEDED SURVEY CONTROL
 BY0824
 BY0824  NGVD 29 (01/29/03)   94.58   (m)          310.3    (f) RESET       3  
 BY0824
 BY0824.Superseded values are not recommended for survey control.
 BY0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0824.See file dsdata.txt to determine how the superseded data were derived.
 BY0824
 BY0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ353685(NAD 83)
 BY0824_MARKER: DB = BENCH MARK DISK
 BY0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0824_STAMPING: Z 161 RESET 1960
 BY0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0824+STABILITY: SURFACE MOTION
 BY0824
 BY0824  HISTORY     - Date     Condition        Report By
 BY0824  HISTORY     - 1960     MONUMENTED       CGS
 BY0824  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY0824
 BY0824                          STATION DESCRIPTION
 BY0824
 BY0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY0824'IN LUFKIN.
 BY0824'IN LUFKIN, ANGELINA COUNTY, ALONG THE T. AND N.O.R.R., ACROSS THE
 BY0824'STREET SOUTHWEST FROM THE FREIGHT DEPOT, ABOUT 15 YARDS NORTHWEST OF
 BY0824'THE CENTERLINE OF THE MAIN TRACKS, IN THE SOUTH POINT OF THE
 BY0824'ELLIS-HERNDON STREETS INTERSECTION AND ACROSS ELLIS STREET, SOUTHEAST
 BY0824'FROM THE LUFKIN NEWS BUILDING.  IT IS IN THE AREA BETWEEN THE MAIN
 BY0824'LINE AND A SIDING, ON THE WEST SIDE OF THE STREET CROSSING, 2 FEET
 BY0824'WEST OF A ROW OF 6 X 6 GUARD POSTS AND 18 INCHES NORTHWEST OF A
 BY0824'TELEGRAPH POLE.  A STANDARD DISK STAMPED Z 161 RESET 1960 IN A
 BY0824'CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
 BY0824
 BY0824                          STATION RECOVERY (1990)
 BY0824
 BY0824'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BY0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1345 ***********************************************************************
 BY1345  DESIGNATION -  Z 162
 BY1345  PID         -  BY1345
 BY1345  STATE/COUNTY-  TX/CHEROKEE
 BY1345  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1345
 BY1345                         *CURRENT SURVEY CONTROL
 BY1345  ___________________________________________________________________
 BY1345* NAD 83(1986)-  31 58 08.     (N)    095 14 27.     (W)     SCALED    
 BY1345* NAVD 88     -       148.771  (meters)     488.09   (feet)  ADJUSTED  
 BY1345  ___________________________________________________________________
 BY1345  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BY1345  DYNAMIC HT  -         148.592 (meters)     487.51  (feet)  COMP
 BY1345  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 BY1345
 BY1345  VERT ORDER  -  SECOND    CLASS 0
 BY1345
 BY1345.The horizontal coordinates were scaled from a topographic map and have
 BY1345.an estimated accuracy of +/- 6 seconds.
 BY1345
 BY1345.The orthometric height was determined by differential leveling
 BY1345.and adjusted by the National Geodetic Survey in June 1991..
 BY1345
 BY1345.The geoid height was determined by GEOID03.
 BY1345
 BY1345.The dynamic height is computed by dividing the NAVD 88
 BY1345.geopotential number by the normal gravity value computed on the
 BY1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1345.degrees latitude (g = 980.6199 gals.).
 BY1345
 BY1345.The modeled gravity was interpolated from observed gravity values.
 BY1345
 BY1345;                    North         East    Units  Estimated Accuracy
 BY1345;SPC TX C     - 3,266,240.    1,181,210.      MT  (+/- 180 meters Scaled)
 BY1345
 BY1345                          SUPERSEDED SURVEY CONTROL
 BY1345
 BY1345  NGVD 29 (??/??/92)  148.800  (m)          488.19   (f) ADJ UNCH    2 0
 BY1345
 BY1345.Superseded values are not recommended for survey control.
 BY1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1345.See file dsdata.txt to determine how the superseded data were derived.
 BY1345
 BY1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR882391(NAD 83)
 BY1345_MARKER: DB = BENCH MARK DISK
 BY1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1345_STAMPING: Z-162 1934
 BY1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1345+STABILITY: SURFACE MOTION
 BY1345
 BY1345  HISTORY     - Date     Condition        Report By
 BY1345  HISTORY     - 1934     MONUMENTED       CGS
 BY1345  HISTORY     - 1935     GOOD             NGS
 BY1345  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1345  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 BY1345
 BY1345                          STATION DESCRIPTION
 BY1345
 BY1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1345'1.9 MI E FROM JACKSONVILLE.
 BY1345'1.9 MILES EAST OF, ALONG I. AND G.N.R.R.  350 FEET WEST OF LIGHT
 BY1345'SIGNALS MARKED 292 AND 293, 160 FEET NORTH OF STATE HIGHWAY NO. 43,
 BY1345'450 FEET NORTHEAST OF MILE POLE 29, 38 FEET NORTH OF TRACKS, 10 FEET
 BY1345'WEST OF FARM ROAD AND 7 FEET SOUTH OF RIGHT OF WAY FENCE, TABLET SET
 BY1345'IN A PRECASTED POST STAMPED, Z-162 1934.
 BY1345
 BY1345                          STATION RECOVERY (1935)
 BY1345
 BY1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BY1345'RECOVERED IN GOOD CONDITION.
 BY1345
 BY1345                          STATION RECOVERY (1996)
 BY1345
 BY1345'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1345'MARK NOT FOUND.
 BY1345
 BY1345                          STATION RECOVERY (2004)
 BY1345
 BY1345'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY1345'HIGHWAY IS NOW NUMBER 79
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0577 ***********************************************************************
 BL0577  DESIGNATION -  Z 164
 BL0577  PID         -  BL0577
 BL0577  STATE/COUNTY-  TX/POLK
 BL0577  USGS QUAD   -  DALLARDSVILLE (1984)
 BL0577
 BL0577                         *CURRENT SURVEY CONTROL
 BL0577  ___________________________________________________________________
 BL0577* NAD 83(1986)-  30 43 08.     (N)    094 40 03.     (W)     SCALED    
 BL0577* NAVD 88     -       123.05   (+/-2cm)     403.7    (feet)  VERTCON   
 BL0577  ___________________________________________________________________
 BL0577  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL0577
 BL0577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0577
 BL0577.The horizontal coordinates were scaled from a topographic map and have
 BL0577.an estimated accuracy of +/- 6 seconds.
 BL0577
 BL0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0577.The vertical order pertains to the NGVD 29 superseded value.
 BL0577
 BL0577.The geoid height was determined by GEOID03.
 BL0577
 BL0577;                    North         East    Units  Estimated Accuracy
 BL0577;SPC TX C     - 3,130,460.    1,242,400.      MT  (+/- 180 meters Scaled)
 BL0577
 BL0577                          SUPERSEDED SURVEY CONTROL
 BL0577
 BL0577  NGVD 29 (??/??/92)  123.046  (m)          403.69   (f) ADJ UNCH    2 0
 BL0577
 BL0577.Superseded values are not recommended for survey control.
 BL0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0577.See file dsdata.txt to determine how the superseded data were derived.
 BL0577
 BL0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP403996(NAD 83)
 BL0577_MARKER: DB = BENCH MARK DISK
 BL0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0577_STAMPING: Z 164 1934 403.766
 BL0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0577+STABILITY: SURFACE MOTION
 BL0577
 BL0577  HISTORY     - Date     Condition        Report By
 BL0577  HISTORY     - 1934     MONUMENTED       CGS
 BL0577  HISTORY     - 1949     GOOD             NGS
 BL0577
 BL0577                          STATION DESCRIPTION
 BL0577
 BL0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0577'16.1 MI W FROM WOODVILLE.
 BL0577'16.1 MILES WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0577'WOODVILLE, 0.1 MILE WEST OF A CATTLE GUARD AT THE EAST BOUNDARY OF THE
 BL0577'ALABAMA AND COUSHATTI INDIAN RESERVATION, ON TOP OF A CUT IN THE
 BL0577'HIGHWAY, 96.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48.0 FEET
 BL0577'NORTH OF THE CENTER LINE OF OLD STATE HIGHWAY NO. 45 (ABANDONED AS A
 BL0577'HIGHWAY NOW), 25.0 FEET EAST OF A 24-INCH CEDAR TREE, 1.2 FEET WEST OF
 BL0577'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BL0577'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1336 ***********************************************************************
 AW1336  DESIGNATION -  Z 167
 AW1336  PID         -  AW1336
 AW1336  STATE/COUNTY-  TX/GALVESTON
 AW1336  USGS QUAD   -  GALVESTON (1994)
 AW1336
 AW1336                         *CURRENT SURVEY CONTROL
 AW1336  ___________________________________________________________________
 AW1336* NAD 83(1986)-  29 21 44.     (N)    094 45 40.     (W)     SCALED    
 AW1336* NAVD 88     -         2.76   (+/-2cm)       9.1    (feet)  VERTCON   
 AW1336  ___________________________________________________________________
 AW1336  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW1336
 AW1336  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1336
 AW1336.The horizontal coordinates were scaled from a topographic map and have
 AW1336.an estimated accuracy of +/- 6 seconds.
 AW1336
 AW1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1336.The vertical order pertains to the NGVD 29 superseded value.
 AW1336
 AW1336.The geoid height was determined by GEOID03.
 AW1336
 AW1336;                    North         East    Units  Estimated Accuracy
 AW1336;SPC TXSC     - 4,176,900.    1,011,440.      MT  (+/- 180 meters Scaled)
 AW1336
 AW1336                          SUPERSEDED SURVEY CONTROL
 AW1336
 AW1336  NGVD 29 (??/??/92)    2.761  (m)            9.06   (f) ADJ UNCH    1 2
 AW1336
 AW1336.Superseded values are not recommended for survey control.
 AW1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1336.See file dsdata.txt to determine how the superseded data were derived.
 AW1336
 AW1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN290494(NAD 83)
 AW1336_MARKER: DB = BENCH MARK DISK
 AW1336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1336_SP_SET: PIER
 AW1336_STAMPING: Z 167 1936 ELEV. 9.993 FT.
 AW1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1336+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1336
 AW1336  HISTORY     - Date     Condition        Report By
 AW1336  HISTORY     - 1936     MONUMENTED       CGS
 AW1336  HISTORY     - 1960     GOOD             NGS
 AW1336  HISTORY     - 1973     GOOD             NGS
 AW1336  HISTORY     - 1978     GOOD             NGS
 AW1336  HISTORY     - 1990     GOOD             USPSQD
 AW1336  HISTORY     - 19950821 GOOD             USPSQD
 AW1336  HISTORY     - 20000510 GOOD             USPSQD
 AW1336  HISTORY     - 20010509 GOOD             USPSQD
 AW1336  HISTORY     - 20031013 GOOD             USPSQD
 AW1336  HISTORY     - 20041023 GOOD             USPSQD
 AW1336
 AW1336                          STATION DESCRIPTION
 AW1336
 AW1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AW1336'1.0 MI SE FROM PORT BOLIVAR.
 AW1336'LOCATED ABOUT 1.35 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE
 AW1336'FERRY SLIP AT THE SOUTHWEST END OF BOLIVAR PENINSULA, AT THE OLD FORT
 AW1336'TRAVIS MILITARY RESERVATION AND AT THE SOUTHEAST CORNER OF THE OLD
 AW1336'FORT RESERVATION, IN TOP OF NORTHWEST CORNER OF THE FOURTH CONCRETE
 AW1336'PIER FROM SHORE END OF PIER RUINS, 48.5 FEET SOUTHEAST OF THE
 AW1336'SOUTHEAST CORNER OF THE PIER TAVERN (NOW ABANDONED).  A STANDARD DISK
 AW1336'STAMPED Z 167 1936 ELEV. 9.993 FT. SET IN A DRILL HOLE.  NOTE-- TAVERN
 AW1336'IS GONE.
 AW1336
 AW1336                          STATION RECOVERY (1973)
 AW1336
 AW1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1336'RECOVERED IN GOOD CONDITION.
 AW1336
 AW1336                          STATION RECOVERY (1978)
 AW1336
 AW1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1336'RECOVERED IN GOOD CONDITION.
 AW1336
 AW1336                          STATION RECOVERY (1990)
 AW1336
 AW1336'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1336'RECOVERED IN GOOD CONDITION.
 AW1336
 AW1336                          STATION RECOVERY (1995)
 AW1336
 AW1336'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1336'RECOVERED IN GOOD CONDITION.
 AW1336
 AW1336                          STATION RECOVERY (2000)
 AW1336
 AW1336'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW1336'RECOVERED IN GOOD CONDITION.
 AW1336
 AW1336                          STATION RECOVERY (2001)
 AW1336
 AW1336'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1336'RECOVERED IN GOOD CONDITION.
 AW1336
 AW1336                          STATION RECOVERY (2003)
 AW1336
 AW1336'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1336'RECOVERED IN GOOD CONDITION.
 AW1336
 AW1336                          STATION RECOVERY (2004)
 AW1336
 AW1336'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2697 ***********************************************************************
 AW2697  DESIGNATION -  Z 170
 AW2697  PID         -  AW2697
 AW2697  STATE/COUNTY-  TX/GALVESTON
 AW2697  USGS QUAD   -  TEXAS CITY (1994)
 AW2697
 AW2697                         *CURRENT SURVEY CONTROL
 AW2697  ___________________________________________________________________
 AW2697* NAD 83(1986)-  29 23 15.     (N)    094 52 39.     (W)     SCALED    
 AW2697* NAVD 88     -         1.63   (+/-2cm)       5.3    (feet)  VERTCON   
 AW2697  ___________________________________________________________________
 AW2697  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW2697
 AW2697  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2697
 AW2697.The horizontal coordinates were scaled from a topographic map and have
 AW2697.an estimated accuracy of +/- 6 seconds.
 AW2697
 AW2697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2697.The vertical order pertains to the NGVD 29 superseded value.
 AW2697
 AW2697.The geoid height was determined by GEOID03.
 AW2697
 AW2697;                    North         East    Units  Estimated Accuracy
 AW2697;SPC TXSC     - 4,179,290.    1,000,050.      MT  (+/- 180 meters Scaled)
 AW2697
 AW2697                          SUPERSEDED SURVEY CONTROL
 AW2697
 AW2697  NGVD 29 (??/??/92)    1.628  (m)            5.34   (f) ADJ UNCH    1 2
 AW2697
 AW2697.Superseded values are not recommended for survey control.
 AW2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2697.See file dsdata.txt to determine how the superseded data were derived.
 AW2697
 AW2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN178523(NAD 83)
 AW2697_MARKER: DB = BENCH MARK DISK
 AW2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2697_STAMPING: Z-170 1936
 AW2697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2697+STABILITY: SURFACE MOTION
 AW2697
 AW2697  HISTORY     - Date     Condition        Report By
 AW2697  HISTORY     - 1936     MONUMENTED       CGS
 AW2697  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2697  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW2697  HISTORY     - 20020310 MARK NOT FOUND   USPSQD
 AW2697  HISTORY     - 20031215 MARK NOT FOUND   USPSQD
 AW2697  HISTORY     - 20050131 MARK NOT FOUND   USPSQD
 AW2697
 AW2697                          STATION DESCRIPTION
 AW2697
 AW2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2697'1.6 MI SE FROM TEXAS CITY.
 AW2697'1.6 MILES SOUTHEAST OF BOARD OF TRADE BUILDING ALONG THE TEXAS CITY
 AW2697'DYKE, 1.6 MILES SOUTHEAST OF THE TEXAS CITY SEA WALL, AT THE FIRST
 AW2697'WIDE SPOT IN THE DYKE SOUTHEAST OF THE PICNIC PAVILLION, ABOUT 200
 AW2697'FEET NORTH OF DYKE JETTY, ABOUT 125 FEET NORTH OF THE CENTER LINE OF
 AW2697'DIM ROAD, AND 20 FEET SOUTH OF THE NORTH EDGE OF BANK.
 AW2697
 AW2697                          STATION RECOVERY (1953)
 AW2697
 AW2697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2697'MARK NOT FOUND.
 AW2697
 AW2697                          STATION RECOVERY (1994)
 AW2697
 AW2697'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2697'MARK NOT FOUND.
 AW2697
 AW2697                          STATION RECOVERY (2002)
 AW2697
 AW2697'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW2697'MARK NOT FOUND.
 AW2697
 AW2697                          STATION RECOVERY (2003)
 AW2697
 AW2697'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2697'MARK NOT FOUND.
 AW2697
 AW2697                          STATION RECOVERY (2005)
 AW2697
 AW2697'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1374 ***********************************************************************
 AW1374  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1374  DESIGNATION -  Z 171 RESET 1954
 AW1374  PID         -  AW1374
 AW1374  STATE/COUNTY-  TX/GALVESTON
 AW1374  USGS QUAD   -  FROZEN POINT (1994)
 AW1374
 AW1374                         *CURRENT SURVEY CONTROL
 AW1374  ___________________________________________________________________
 AW1374* NAD 83(1986)-  29 30 21.     (N)    094 30 28.     (W)     SCALED    
 AW1374* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 AW1374  ___________________________________________________________________
 AW1374  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1374
 AW1374  VERT ORDER  -  THIRD (See Below)
 AW1374
 AW1374.The horizontal coordinates were scaled from a topographic map and have
 AW1374.an estimated accuracy of +/- 6 seconds.
 AW1374
 AW1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1374.The vertical order pertains to the NGVD 29 superseded value.
 AW1374
 AW1374.This Tidal Bench Mark is designated as VM 14108
 AW1374.by the Center for Operational Oceanographic Products and Services.
 AW1374
 AW1374.The geoid height was determined by GEOID03.
 AW1374
 AW1374;                    North         East    Units  Estimated Accuracy
 AW1374;SPC TXSC     - 4,193,720.    1,035,400.      MT  (+/- 180 meters Scaled)
 AW1374
 AW1374                          SUPERSEDED SURVEY CONTROL
 AW1374
 AW1374  NGVD 29 (??/??/??)    1.97   (m)            6.5    (f) RESET       3  
 AW1374
 AW1374.Superseded values are not recommended for survey control.
 AW1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1374.See file dsdata.txt to determine how the superseded data were derived.
 AW1374
 AW1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN538649(NAD 83)
 AW1374_MARKER: DB = BENCH MARK DISK
 AW1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1374_STAMPING: Z 171 1936 6.604 RESET 1954
 AW1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1374+STABILITY: SURFACE MOTION
 AW1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1374+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1374
 AW1374  HISTORY     - Date     Condition        Report By
 AW1374  HISTORY     - 1954     MONUMENTED       CGS
 AW1374  HISTORY     - 1960     GOOD             NGS
 AW1374  HISTORY     - 1978     GOOD             NGS
 AW1374  HISTORY     - 19950821 GOOD             USPSQD
 AW1374  HISTORY     - 20010411 GOOD             USPSQD
 AW1374  HISTORY     - 20041023 GOOD             USPSQD
 AW1374
 AW1374                          STATION DESCRIPTION
 AW1374
 AW1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AW1374'0.5 MI SW FROM GILCHRIST.
 AW1374'LOCATED 0.5 MILE SOUTHWEST OF THE BRIDGE OVER THE CANAL IN GILCHRIST,
 AW1374'ALONG THE NORTHWEST SIDE OF STATE HIGHWAY 87, ACROSS THE HIGHWAY FROM
 AW1374'MITCHELLS APARTMENT HOUSE AND CAFE, 139.0 FEET NORTHWEST OF THE
 AW1374'CENTERLINE OF THE HIGHWAY, 33.0 FEET SOUTHWEST OF THE CENTERLINE OF A
 AW1374'MACADAM ROAD LEADING NORTHWEST, 8.5 FEET SOUTHWEST OF A POWER POLE AND
 AW1374'1.0 FOOT NORTHEAST OF A WITNESS POST.  A STANDARD DISK STAMPED Z 171
 AW1374'1936 6.604 RESET 1954 IN TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AW1374'FOOT ABOVE GROUND.
 AW1374
 AW1374                          STATION RECOVERY (1978)
 AW1374
 AW1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1374'RECOVERED IN GOOD CONDITION.
 AW1374
 AW1374                          STATION RECOVERY (1995)
 AW1374
 AW1374'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1374'RECOVERED IN GOOD CONDITION.
 AW1374
 AW1374                          STATION RECOVERY (2001)
 AW1374
 AW1374'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1374'RECOVERED IN GOOD CONDITION.
 AW1374
 AW1374                          STATION RECOVERY (2004)
 AW1374
 AW1374'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2783 ***********************************************************************
 AW2783  DESIGNATION -  Z 172
 AW2783  PID         -  AW2783
 AW2783  STATE/COUNTY-  TX/CHAMBERS
 AW2783  USGS QUAD   -  ANAHUAC (1993)
 AW2783
 AW2783                         *CURRENT SURVEY CONTROL
 AW2783  ___________________________________________________________________
 AW2783* NAD 83(1986)-  29 47 18.     (N)    094 37 56.     (W)     SCALED    
 AW2783* NAVD 88     -         5.63   (+/-2cm)      18.5    (feet)  VERTCON   
 AW2783  ___________________________________________________________________
 AW2783  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2783
 AW2783  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2783
 AW2783.The horizontal coordinates were scaled from a topographic map and have
 AW2783.an estimated accuracy of +/- 6 seconds.
 AW2783
 AW2783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2783.The vertical order pertains to the NGVD 29 superseded value.
 AW2783
 AW2783.The geoid height was determined by GEOID03.
 AW2783
 AW2783;                    North         East    Units  Estimated Accuracy
 AW2783;SPC TXSC     - 4,224,550.    1,022,180.      MT  (+/- 180 meters Scaled)
 AW2783
 AW2783                          SUPERSEDED SURVEY CONTROL
 AW2783
 AW2783  NGVD 29 (??/??/92)    5.63   (m)           18.5    (f) COMPUTED    1 2
 AW2783
 AW2783.Superseded values are not recommended for survey control.
 AW2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2783.See file dsdata.txt to determine how the superseded data were derived.
 AW2783
 AW2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN422964(NAD 83)
 AW2783_MARKER: DB = BENCH MARK DISK
 AW2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2783_STAMPING: Z-172 1936
 AW2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2783+STABILITY: SURFACE MOTION
 AW2783
 AW2783  HISTORY     - Date     Condition        Report By
 AW2783  HISTORY     - 1936     MONUMENTED       CGS
 AW2783  HISTORY     - 1937     GOOD             NGS
 AW2783  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 AW2783  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2783  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2783  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AW2783
 AW2783                          STATION DESCRIPTION
 AW2783
 AW2783'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2783'3.6 MI NE FROM ANAHUAC.
 AW2783'3.6 MILES NORTHEAST OF COURT HOUSE ALONG HIGHWAY BETWEEN STOWELL AND
 AW2783'ANAHUAC, ABOUT 0.5 MILE EAST OF HIGHWAY INTERSECTION, 52 FEET NORTH OF
 AW2783'THE CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF
 AW2783'RICE CANAL, AND 1 FOOT SOUTH OF FENCE LINE.
 AW2783
 AW2783                          STATION RECOVERY (1937)
 AW2783
 AW2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 AW2783'RECOVERED IN GOOD CONDITION.
 AW2783
 AW2783                          STATION RECOVERY (1996)
 AW2783
 AW2783'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2783'MARK NOT FOUND.
 AW2783
 AW2783                          STATION RECOVERY (2001)
 AW2783
 AW2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2783'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2783
 AW2783                          STATION RECOVERY (2004)
 AW2783
 AW2783'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2783'AREA WAS SEARCHED WITH A GPS AND A METAL DETECTOR AND NO TRACE WAS
 AW2783'FOUND.
 AW2783
 AW2783                          STATION RECOVERY (2004)
 AW2783
 AW2783'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW2783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1478 ***********************************************************************
 AW1478  DESIGNATION -  Z 173
 AW1478  PID         -  AW1478
 AW1478  STATE/COUNTY-  TX/CHAMBERS
 AW1478  USGS QUAD   -  ANAHUAC (1993)
 AW1478
 AW1478                         *CURRENT SURVEY CONTROL
 AW1478  ___________________________________________________________________
 AW1478* NAD 83(1986)-  29 50 18.     (N)    094 44 38.     (W)     SCALED    
 AW1478* NAVD 88     -         2.10   (+/-2cm)       6.9    (feet)  VERTCON   
 AW1478  ___________________________________________________________________
 AW1478  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW1478
 AW1478  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1478
 AW1478.The horizontal coordinates were scaled from a topographic map and have
 AW1478.an estimated accuracy of +/- 6 seconds.
 AW1478
 AW1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1478.The vertical order pertains to the NGVD 29 superseded value.
 AW1478
 AW1478.The geoid height was determined by GEOID03.
 AW1478
 AW1478;                    North         East    Units  Estimated Accuracy
 AW1478;SPC TXSC     - 4,229,690.    1,011,190.      MT  (+/- 180 meters Scaled)
 AW1478
 AW1478                          SUPERSEDED SURVEY CONTROL
 AW1478
 AW1478  NGVD 29 (??/??/92)    2.098  (m)            6.88   (f) ADJ UNCH    1 2
 AW1478
 AW1478.Superseded values are not recommended for survey control.
 AW1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1478.See file dsdata.txt to determine how the superseded data were derived.
 AW1478
 AW1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP315021(NAD 83)
 AW1478_MARKER: DB = BENCH MARK DISK
 AW1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1478_STAMPING: Z 173 1936 7.598
 AW1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1478+STABILITY: SURFACE MOTION
 AW1478
 AW1478  HISTORY     - Date     Condition        Report By
 AW1478  HISTORY     - 1936     MONUMENTED       CGS
 AW1478  HISTORY     - 1973     GOOD             NGS
 AW1478  HISTORY     - 1978     GOOD             NGS
 AW1478  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW1478  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1478  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW1478  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1478
 AW1478                          STATION DESCRIPTION
 AW1478
 AW1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1478'3.1 MI W FROM WALLISVILLE.
 AW1478'ABOUT 2.95 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE INTERSTATE
 AW1478'OVERPASS OVER FARM ROAD 563 AT WALLISVILLE, THENCE 0.15 MILE SOUTH OF
 AW1478'THE INTERSTATE ALONG A SHELL ROAD, AT A JUNCTION OF AN EAST AND WEST
 AW1478'SHELL ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST SHELL
 AW1478'ROAD, 32 FEET WEST OF THE CENTER LINE OF THE SHELL ROAD LEADING SOUTH,
 AW1478'15.4 FEET SOUTHEAST OF A 20-INCH OAK TREE, 1 FOOT SOUTH OF A METAL
 AW1478'WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1478
 AW1478                          STATION RECOVERY (1978)
 AW1478
 AW1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1478'RECOVERED IN GOOD CONDITION.
 AW1478
 AW1478                          STATION RECOVERY (1996)
 AW1478
 AW1478'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1478'MARK NOT FOUND.
 AW1478
 AW1478                          STATION RECOVERY (2001)
 AW1478
 AW1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1478'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1478
 AW1478                          STATION RECOVERY (2004)
 AW1478
 AW1478'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1478'MARK NOT FOUND.
 AW1478
 AW1478                          STATION RECOVERY (2005)
 AW1478
 AW1478'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0579 ***********************************************************************
 AN0579  DESIGNATION -  Z 174
 AN0579  PID         -  AN0579
 AN0579  STATE/COUNTY-  TX/VICTORIA
 AN0579  USGS QUAD   -  PLACEDO (1995)
 AN0579
 AN0579                         *CURRENT SURVEY CONTROL
 AN0579  ___________________________________________________________________
 AN0579* NAD 83(1986)-  28 39 34.     (N)    096 46 44.     (W)     SCALED    
 AN0579* NAVD 88     -        12.04   (+/-2cm)      39.5    (feet)  VERTCON   
 AN0579  ___________________________________________________________________
 AN0579  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0579
 AN0579  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0579
 AN0579.The horizontal coordinates were scaled from a topographic map and have
 AN0579.an estimated accuracy of +/- 6 seconds.
 AN0579
 AN0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0579.The vertical order pertains to the NGVD 29 superseded value.
 AN0579
 AN0579.The geoid height was determined by GEOID03.
 AN0579
 AN0579;                    North         East    Units  Estimated Accuracy
 AN0579;SPC TXSC     - 4,093,620.      817,100.      MT  (+/- 180 meters Scaled)
 AN0579
 AN0579                          SUPERSEDED SURVEY CONTROL
 AN0579
 AN0579  NGVD 29 (??/??/92)   12.168  (m)           39.92   (f) ADJ UNCH    1 2
 AN0579
 AN0579.Superseded values are not recommended for survey control.
 AN0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0579.See file dsdata.txt to determine how the superseded data were derived.
 AN0579
 AN0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS170722(NAD 83)
 AN0579_MARKER: DB = BENCH MARK DISK
 AN0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0579_STAMPING: Z 174 1950
 AN0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0579+STABILITY: SURFACE MOTION
 AN0579
 AN0579  HISTORY     - Date     Condition        Report By
 AN0579  HISTORY     - 1950     MONUMENTED       CGS
 AN0579  HISTORY     - 1978     GOOD             NGS
 AN0579
 AN0579                          STATION DESCRIPTION
 AN0579
 AN0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN0579'3.7 MI SE FROM PLACEDO.
 AN0579'3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE CROSSING OF THE ST.
 AN0579'LOUIS, BROWNSVILLE AND MEXICO RAILROAD AT PLACEDO, AT A JUNCTION WITH
 AN0579'A GRAVELED ROAD LEADING NORTHEAST TO LAKE PLACEDO, 83 FEET NORTHEAST
 AN0579'OF THE CENTER LINE OF THE HIGHWAY, 75 FEET NORTHWEST OF THE CENTER
 AN0579'LINE OF THE ROAD LEADING NORTHEAST, 40 FEET SOUTHWEST OF THE SOUTHWEST
 AN0579'RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 59 FEET NORTHWEST OF THE
 AN0579'NORTHWEST END OF AN 18 INCH CONCRETE PIPE CULVERT UNDER THE ROAD
 AN0579'LEADING NORTHEAST, 4.6 FEET NORTHEAST OF A TELEPHONE POLE, 2.2 FEET
 AN0579'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AN0579'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AN0579
 AN0579                          STATION RECOVERY (1978)
 AN0579
 AN0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0007 ***********************************************************************
 AH0007  DESIGNATION -  Z 175
 AH0007  PID         -  AH0007
 AH0007  STATE/COUNTY-  TX/SAN PATRICIO
 AH0007  USGS QUAD   -  ODEM (1975)
 AH0007
 AH0007                         *CURRENT SURVEY CONTROL
 AH0007  ___________________________________________________________________
 AH0007* NAD 83(1986)-  27 56 27.     (N)    097 35 22.     (W)     SCALED    
 AH0007* NAVD 88     -        17.339  (meters)      56.89   (feet)  ADJUSTED  
 AH0007  ___________________________________________________________________
 AH0007  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AH0007  DYNAMIC HT  -          17.313 (meters)      56.80  (feet)  COMP
 AH0007  MODELED GRAV-     979,130.3   (mgal)                       NAVD 88
 AH0007
 AH0007  VERT ORDER  -  FIRST     CLASS I
 AH0007
 AH0007.The horizontal coordinates were scaled from a topographic map and have
 AH0007.an estimated accuracy of +/- 6 seconds.
 AH0007
 AH0007.The orthometric height was determined by differential leveling
 AH0007.and adjusted by the National Geodetic Survey in June 1991..
 AH0007.WARNING-Repeat measurements at this control monument indicate possible
 AH0007.vertical movement.
 AH0007
 AH0007.The geoid height was determined by GEOID03.
 AH0007
 AH0007.The dynamic height is computed by dividing the NAVD 88
 AH0007.geopotential number by the normal gravity value computed on the
 AH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0007.degrees latitude (g = 980.6199 gals.).
 AH0007
 AH0007.The modeled gravity was interpolated from observed gravity values.
 AH0007
 AH0007;                    North         East    Units  Estimated Accuracy
 AH0007;SPC TX S     - 5,252,290.      389,620.      MT  (+/- 180 meters Scaled)
 AH0007
 AH0007                          SUPERSEDED SURVEY CONTROL
 AH0007
 AH0007  NGVD 29 (??/??/92)   17.503  (m)           57.42   (f) ADJ UNCH    1 1
 AH0007
 AH0007.Superseded values are not recommended for survey control.
 AH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0007.See file dsdata.txt to determine how the superseded data were derived.
 AH0007
 AH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR387914(NAD 83)
 AH0007_MARKER: DB = BENCH MARK DISK
 AH0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0007_STAMPING: Z 175 1950
 AH0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0007+STABILITY: SURFACE MOTION
 AH0007
 AH0007  HISTORY     - Date     Condition        Report By
 AH0007  HISTORY     - 1950     MONUMENTED       CGS
 AH0007  HISTORY     - 1969     POOR             USGS
 AH0007  HISTORY     - 1978     GOOD             NGS
 AH0007  HISTORY     - 19960727 GOOD             USPSQD
 AH0007
 AH0007                          STATION DESCRIPTION
 AH0007
 AH0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0007'0.7 MI SW FROM ODEM.
 AH0007'0.7 MILE SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0007'RAILROAD FROM THE STATION AT ODEM, 4 1/2 POLES SOUTHWEST OF MILEPOST
 AH0007'152, 49 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 24 FEET NORTHWEST OF THE
 AH0007'CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 6 FEET SOUTHWEST OF A
 AH0007'TELEGRAPH POLE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 AH0007'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. NOTE-- NOW
 AH0007'THE SOUTHERN PACIFIC LINES.
 AH0007
 AH0007                          STATION RECOVERY (1969)
 AH0007
 AH0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0007'MARK RECOVERED IN POOR CONDITION.
 AH0007
 AH0007                          STATION RECOVERY (1978)
 AH0007
 AH0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0007'RECOVERED IN GOOD CONDITION.
 AH0007
 AH0007                          STATION RECOVERY (1996)
 AH0007
 AH0007'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0176 ***********************************************************************
 AH0176  DESIGNATION -  Z 176
 AH0176  PID         -  AH0176
 AH0176  STATE/COUNTY-  TX/NUECES
 AH0176  USGS QUAD   -  ANNAVILLE (1975)
 AH0176
 AH0176                         *CURRENT SURVEY CONTROL
 AH0176  ___________________________________________________________________
 AH0176* NAD 83(1986)-  27 47 04.     (N)    097 33 14.     (W)     SCALED    
 AH0176* NAVD 88     -        15.86   (+/-2cm)      52.0    (feet)  VERTCON   
 AH0176  ___________________________________________________________________
 AH0176  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0176
 AH0176  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0176
 AH0176.The horizontal coordinates were scaled from a topographic map and have
 AH0176.an estimated accuracy of +/- 6 seconds.
 AH0176
 AH0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0176.The vertical order pertains to the NGVD 29 superseded value.
 AH0176
 AH0176.The geoid height was determined by GEOID03.
 AH0176
 AH0176;                    North         East    Units  Estimated Accuracy
 AH0176;SPC TX S     - 5,234,990.      393,240.      MT  (+/- 180 meters Scaled)
 AH0176
 AH0176                          SUPERSEDED SURVEY CONTROL
 AH0176
 AH0176  NGVD 29 (??/??/92)   16.011  (m)           52.53   (f) ADJ UNCH    1 2
 AH0176
 AH0176.Superseded values are not recommended for survey control.
 AH0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0176.See file dsdata.txt to determine how the superseded data were derived.
 AH0176
 AH0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR424741(NAD 83)
 AH0176_MARKER: DB = BENCH MARK DISK
 AH0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0176_STAMPING: Z 176 1950
 AH0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0176+STABILITY: SURFACE MOTION
 AH0176
 AH0176  HISTORY     - Date     Condition        Report By
 AH0176  HISTORY     - 1950     MONUMENTED       CGS
 AH0176  HISTORY     - 1959     GOOD             NGS
 AH0176  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0176  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0176
 AH0176                          STATION DESCRIPTION
 AH0176
 AH0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0176'1.1 MI W FROM CLARKWOOD.
 AH0176'1.1 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE WATER TANK AT
 AH0176'CLARKWOOD, 3 POLES EAST OF MILEPOST 152, 36 FEET SOUTH OF THE SOUTH
 AH0176'RAIL, 41 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 44, 6 FEET
 AH0176'EAST OF A TELEGRAPH POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 AH0176'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AH0176
 AH0176                          STATION RECOVERY (1959)
 AH0176
 AH0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0176'RECOVERED IN GOOD CONDITION.
 AH0176
 AH0176                          STATION RECOVERY (1978)
 AH0176
 AH0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0176'NOT RECOVERED THIS DATE.
 AH0176
 AH0176                          STATION RECOVERY (2001)
 AH0176
 AH0176'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0394 ***********************************************************************
 AB0394  DESIGNATION -  Z 177
 AB0394  PID         -  AB0394
 AB0394  STATE/COUNTY-  TX/WILLACY
 AB0394  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0394
 AB0394                         *CURRENT SURVEY CONTROL
 AB0394  ___________________________________________________________________
 AB0394* NAD 83(1986)-  26 27 21.     (N)    097 44 09.     (W)     SCALED    
 AB0394* NAVD 88     -         9.894  (meters)      32.46   (feet)  ADJUSTED  
 AB0394  ___________________________________________________________________
 AB0394  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AB0394  DYNAMIC HT  -           9.878 (meters)      32.41  (feet)  COMP
 AB0394  MODELED GRAV-     979,048.2   (mgal)                       NAVD 88
 AB0394
 AB0394  VERT ORDER  -  FIRST     CLASS II
 AB0394
 AB0394.The horizontal coordinates were scaled from a topographic map and have
 AB0394.an estimated accuracy of +/- 6 seconds.
 AB0394
 AB0394.The orthometric height was determined by differential leveling
 AB0394.and adjusted by the National Geodetic Survey in June 1991..
 AB0394
 AB0394.The geoid height was determined by GEOID03.
 AB0394
 AB0394.The dynamic height is computed by dividing the NAVD 88
 AB0394.geopotential number by the normal gravity value computed on the
 AB0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0394.degrees latitude (g = 980.6199 gals.).
 AB0394
 AB0394.The modeled gravity was interpolated from observed gravity values.
 AB0394
 AB0394;                    North         East    Units  Estimated Accuracy
 AB0394;SPC TX S     - 5,087,670.      376,200.      MT  (+/- 180 meters Scaled)
 AB0394
 AB0394                          SUPERSEDED SURVEY CONTROL
 AB0394
 AB0394  NGVD 29 (??/??/92)    9.979  (m)           32.74   (f) ADJ UNCH    1 2
 AB0394
 AB0394.Superseded values are not recommended for survey control.
 AB0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0394.See file dsdata.txt to determine how the superseded data were derived.
 AB0394
 AB0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ260267(NAD 83)
 AB0394_MARKER: DB = BENCH MARK DISK
 AB0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0394_STAMPING: Z 177 1951
 AB0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0394+STABILITY: SURFACE MOTION
 AB0394
 AB0394  HISTORY     - Date     Condition        Report By
 AB0394  HISTORY     - 1951     MONUMENTED       CGS
 AB0394
 AB0394                          STATION DESCRIPTION
 AB0394
 AB0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0394'5.2 MI SE FROM RAYMONDVILLE.
 AB0394'2.0 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM ITS INTERSECTION WITH STATE
 AB0394'HIGHWAY 186 AT RAYMONDVILLE, THENCE 3.2 MILES EAST ALONG A GRADED DIRT
 AB0394'ROAD, AT THE COLE AIRPORT, 235 FEET NORTHWEST OF THE NORTH CORNER OF
 AB0394'THE HANGAR, 95 FEET NORTH OF THE EXTENDED CENTER LINE OF THE EAST AND
 AB0394'WEST RUNWAY, 90 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH
 AB0394'RUNWAY, 4 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1.4
 AB0394'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0394'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0099 ***********************************************************************
 AH0099  DESIGNATION -  Z 178
 AH0099  PID         -  AH0099
 AH0099  STATE/COUNTY-  TX/NUECES
 AH0099  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0099
 AH0099                         *CURRENT SURVEY CONTROL
 AH0099  ___________________________________________________________________
 AH0099* NAD 83(1993)-  27 48 40.13641(N)    097 23 38.55773(W)     ADJUSTED  
 AH0099* NAVD 88     -         3.805  (meters)      12.48   (feet)  ADJUSTED  
 AH0099  ___________________________________________________________________
 AH0099  X           -    -726,532.836 (meters)                     COMP
 AH0099  Y           -  -5,598,549.629 (meters)                     COMP
 AH0099  Z           -   2,958,000.128 (meters)                     COMP
 AH0099  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH0099  ELLIP HEIGHT-         -22.71  (meters)          (07/05/05) GPS OBS
 AH0099  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0099  DYNAMIC HT  -           3.800 (meters)      12.47  (feet)  COMP
 AH0099  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 AH0099
 AH0099  HORZ ORDER  -  FIRST
 AH0099  VERT ORDER  -  FIRST     CLASS II
 AH0099  ELLP ORDER  -  FOURTH    CLASS I
 AH0099
 AH0099.The horizontal coordinates were established by GPS observations
 AH0099.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 AH0099
 AH0099.The orthometric height was determined by differential leveling
 AH0099.and adjusted by the National Geodetic Survey in December 1997..
 AH0099.WARNING-Repeat measurements at this control monument indicate possible
 AH0099.vertical movement.
 AH0099
 AH0099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH0099
 AH0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0099
 AH0099.The ellipsoidal height was determined by GPS observations
 AH0099.and is referenced to NAD 83.
 AH0099
 AH0099.The geoid height was determined by GEOID03.
 AH0099
 AH0099.The dynamic height is computed by dividing the NAVD 88
 AH0099.geopotential number by the normal gravity value computed on the
 AH0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0099.degrees latitude (g = 980.6199 gals.).
 AH0099
 AH0099.The modeled gravity was interpolated from observed gravity values.
 AH0099
 AH0099;                    North         East     Units Scale Factor Converg.
 AH0099;SPC TX S     - 5,238,076.303   408,970.980   MT  0.99999446   +0 30 07.6
 AH0099;SPC TX S     -17,185,255.34  1,341,765.62   sFT  0.99999446   +0 30 07.6
 AH0099;UTM  14      - 3,077,317.174   658,187.872   MT  0.99990887   +0 44 57.9
 AH0099
 AH0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0099!SPC TX S     -   1.00000357  x   0.99999446  =   0.99999803
 AH0099!UTM  14      -   1.00000357  x   0.99990887  =   0.99991244
 AH0099
 AH0099|---------------------------------------------------------------------|
 AH0099| PID    Reference Object                     Distance      Geod. Az  |
 AH0099|                                                           dddmmss.s |
 AH0099| DH4662 SWEET                                57.049 METERS 14021     |
 AH0099|---------------------------------------------------------------------|
 AH0099
 AH0099                          SUPERSEDED SURVEY CONTROL
 AH0099
 AH0099  NAVD 88 (06/15/91)    3.833  (m)           12.58   (f) UNKNOWN     1 2
 AH0099  NGVD 29 (??/??/92)    4.022  (m)           13.20   (f) ADJ UNCH    1 2
 AH0099
 AH0099.Superseded values are not recommended for survey control.
 AH0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0099.See file dsdata.txt to determine how the superseded data were derived.
 AH0099
 AH0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5818877317(NAD 83)
 AH0099_MARKER: DB = BENCH MARK DISK
 AH0099_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH0099_SP_SET: SET IN MASSIVE RETAINING WALL
 AH0099_STAMPING: Z 178 1951
 AH0099_MARK LOGO: CGS   
 AH0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0099+SATELLITE: SATELLITE OBSERVATIONS - 2005
 AH0099
 AH0099  HISTORY     - Date     Condition        Report By
 AH0099  HISTORY     - 1951     MONUMENTED       CGS
 AH0099  HISTORY     - 1959     GOOD             NGS
 AH0099  HISTORY     - 1978     GOOD             NGS
 AH0099  HISTORY     - 1984     GOOD             USPSQD
 AH0099  HISTORY     - 1989     GOOD             USPSQD
 AH0099  HISTORY     - 19910709 GOOD             USPSQD
 AH0099  HISTORY     - 19970204 GOOD             NGS
 AH0099  HISTORY     - 2005     GOOD             CCTI
 AH0099
 AH0099                          STATION DESCRIPTION
 AH0099
 AH0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0099'0.7 MI NE FROM CORPUS CHRISTI.
 AH0099'ABOUT 0.2 MILE EAST ALONG FITZGERALD STREET FROM THE SOUTH END OF THE
 AH0099'HIGH BRIDGE OVER CORPUS CHRISTI SHIP CHANNEL, THENCE ABOUT 0.4 MILE
 AH0099'NORTH ALONG NORTH WATER STREET, THENCE ABOUT 0.1 MILE EAST ALONG DAN
 AH0099'REED STREET, AT THE U.S. ENGINEERS HEADQUATERS, IN THE TOP OF THE
 AH0099'UPPER SEA WALL, 172 FEET NORTH OF THE CENTER LINE OF DAN REED STREET,
 AH0099'130 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE BUILDING, 36
 AH0099'FEET WEST OF THE EXTENDED CENTER LINE OF SHORE LINE BOULEVARD, 41 1/2
 AH0099'FEET NORTH OF BENCH MARK TIDAL 2, AND ABOUT 1 FOOT ABOVE THE GROUND.
 AH0099
 AH0099                          STATION RECOVERY (1978)
 AH0099
 AH0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0099'RECOVERED IN GOOD CONDITION.
 AH0099
 AH0099                          STATION RECOVERY (1984)
 AH0099
 AH0099'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0099'RECOVERED IN GOOD CONDITION.
 AH0099
 AH0099                          STATION RECOVERY (1989)
 AH0099
 AH0099'RECOVERY NOTE BY US POWER SQUADRON 1989 (HER)
 AH0099'RECOVERED IN GOOD CONDITION.
 AH0099
 AH0099                          STATION RECOVERY (1991)
 AH0099
 AH0099'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0099'RECOVERED IN GOOD CONDITION.
 AH0099
 AH0099                          STATION RECOVERY (1997)
 AH0099
 AH0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0099'IN CORPUS CHRISTI, IN 101 SISSON STREET, IN THE UPPER CONCRETE SEAWALL
 AH0099'ALONG THE CORPUS CHRISTI SHIP CHANNEL, 20.4 M (66.9 FT) NORTHWEST OF
 AH0099'THE NORTHWEST CORNER OF THE CORPS OF ENGINEERS HEADQUARTERS AT 101
 AH0099'SISSON STREET, 2.1 M (6.9 FT) NORTH OF THE NORTH EDGE OF A PARKING
 AH0099'LOT, 0.9 M (3.0 FT) NORTHWEST OF A UTILITY LIGHT POLE, 0.5 M (1.6 FT)
 AH0099'ABOVE THE LEVEL OF THE PARKING LOT, AND 0.4 M (1.3 FT) NORTH OF A
 AH0099'CHAIN-LINK FENCE.
 AH0099
 AH0099                          STATION RECOVERY (2005)
 AH0099
 AH0099'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2005
 AH0099'RECOVERY NOTE BY C AND C TECHNOLOGIES 2005 (JEW)RECOVERED AS
 AH0099'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0664 ***********************************************************************
 AW0664  DESIGNATION -  Z 179
 AW0664  PID         -  AW0664
 AW0664  STATE/COUNTY-  TX/GALVESTON
 AW0664  USGS QUAD   -  LAKE COMO (1994)
 AW0664
 AW0664                         *CURRENT SURVEY CONTROL
 AW0664  ___________________________________________________________________
 AW0664* NAD 83(1986)-  29 13 33.     (N)    094 53 44.     (W)     SCALED    
 AW0664* NAVD 88     -         2.24   (+/-2cm)       7.3    (feet)  VERTCON   
 AW0664  ___________________________________________________________________
 AW0664  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0664
 AW0664  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0664
 AW0664.The horizontal coordinates were scaled from a topographic map and have
 AW0664.an estimated accuracy of +/- 6 seconds.
 AW0664
 AW0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0664.The vertical order pertains to the NGVD 29 superseded value.
 AW0664
 AW0664.The geoid height was determined by GEOID03.
 AW0664
 AW0664;                    North         East    Units  Estimated Accuracy
 AW0664;SPC TXSC     - 4,161,330.      998,920.      MT  (+/- 180 meters Scaled)
 AW0664
 AW0664                          SUPERSEDED SURVEY CONTROL
 AW0664
 AW0664  NGVD 29 (??/??/92)    2.233  (m)            7.33   (f) ADJ UNCH    1 2
 AW0664
 AW0664.Superseded values are not recommended for survey control.
 AW0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0664.See file dsdata.txt to determine how the superseded data were derived.
 AW0664
 AW0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN157344(NAD 83)
 AW0664_MARKER: DB = BENCH MARK DISK
 AW0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0664_STAMPING: Z 179 1951
 AW0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0664+STABILITY: SURFACE MOTION
 AW0664
 AW0664  HISTORY     - Date     Condition        Report By
 AW0664  HISTORY     - 1951     MONUMENTED       CGS
 AW0664  HISTORY     - 1958     GOOD             NGS
 AW0664  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0664  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0664  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0664  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW0664
 AW0664                          STATION DESCRIPTION
 AW0664
 AW0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0664'7.75 MI SW FROM GALVESTON.
 AW0664'ABOUT 3.7 MILES SOUTHWEST ALONG THE SEA WALL BOULEVARD FROM THE
 AW0664'BUCCANEER HOTEL AT GALVESTON, THENCE ABOUT 4.05 MILES SOUTHWEST ALONG
 AW0664'THE BEACH, ABOUT 1.0 MILE SOUTHWEST OF AN ASPHALT ROAD LEADING
 AW0664'NORTHWEST, 240 FEET SOUTHEAST OF A SMALL LAKE, 22 1/2 FEET NORTHWEST
 AW0664'OF A FENCE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, AND IN THE TOP
 AW0664'OF A CONCRETE POST PROJECTING 1 1/2 FEET.
 AW0664
 AW0664                          STATION RECOVERY (1964)
 AW0664
 AW0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0664'MARK NOT FOUND.
 AW0664
 AW0664                          STATION RECOVERY (1978)
 AW0664
 AW0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0664'SEARCHED FOR NOT RECOVERED.
 AW0664
 AW0664                          STATION RECOVERY (1987)
 AW0664
 AW0664'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0664'MARK NOT FOUND.
 AW0664
 AW0664                          STATION RECOVERY (1989)
 AW0664
 AW0664'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0026 ***********************************************************************
 CE0026  DESIGNATION -  Z 18
 CE0026  PID         -  CE0026
 CE0026  STATE/COUNTY-  TX/EL PASO
 CE0026  USGS QUAD   -  YSLETA (1994)
 CE0026
 CE0026                         *CURRENT SURVEY CONTROL
 CE0026  ___________________________________________________________________
 CE0026* NAD 83(1986)-  31 39 23.     (N)    106 17 06.     (W)     SCALED    
 CE0026* NAVD 88     -      1114.998  (meters)    3658.12   (feet)  POSTED    
 CE0026  ___________________________________________________________________
 CE0026  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0026  DYNAMIC HT  -        1113.300 (meters)    3652.55  (feet)  COMP
 CE0026  MODELED GRAV-     979,081.9   (mgal)                       NAVD 88
 CE0026
 CE0026  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CE0026
 CE0026.The horizontal coordinates were scaled from a topographic map and have
 CE0026.an estimated accuracy of +/- 6 seconds.
 CE0026
 CE0026.The orthometric height was determined by differential leveling
 CE0026.and adjusted by the National Geodetic Survey in 1992..
 CE0026.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CE0026.rate of 2.1 thru 3.0 mm/km.
 CE0026
 CE0026.The geoid height was determined by GEOID03.
 CE0026
 CE0026.The dynamic height is computed by dividing the NAVD 88
 CE0026.geopotential number by the normal gravity value computed on the
 CE0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0026.degrees latitude (g = 980.6199 gals.).
 CE0026
 CE0026.The modeled gravity was interpolated from observed gravity values.
 CE0026
 CE0026;                    North         East    Units  Estimated Accuracy
 CE0026;SPC TX C     - 3,235,670.      135,820.      MT  (+/- 180 meters Scaled)
 CE0026
 CE0026                          SUPERSEDED SURVEY CONTROL
 CE0026
 CE0026.No superseded survey control is available for this station.
 CE0026
 CE0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR781030(NAD 83)
 CE0026_MARKER: Z = SEE DESCRIPTION
 CE0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0026_SP_SET: STONE
 CE0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0026+STABILITY: SURFACE MOTION
 CE0026
 CE0026  HISTORY     - Date     Condition        Report By
 CE0026  HISTORY     - UNK      MONUMENTED       CGS
 CE0026  HISTORY     - 1956     MARK NOT FOUND   NGS
 CE0026
 CE0026                          STATION DESCRIPTION
 CE0026
 CE0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0026'IN BUFORD.
 CE0026'AT BUFORD, EL PASO COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 0.3
 CE0026'MILE WEST OF THE STATION SIGN, 425 FEET WEST OF THE WEST END OF A
 CE0026'PASSING TRACK, 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 2.5
 CE0026'FEET NORTH OF THE FENCE.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A
 CE0026'STONE POST LETTERED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0691 ***********************************************************************
 CD0691  DESIGNATION -  Z 180
 CD0691  PID         -  CD0691
 CD0691  STATE/COUNTY-  TX/HUDSPETH
 CD0691  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0691
 CD0691                         *CURRENT SURVEY CONTROL
 CD0691  ___________________________________________________________________
 CD0691* NAD 83(1986)-  31 49 24.     (N)    105 42 25.     (W)     SCALED    
 CD0691* NAVD 88     -      1484.519  (meters)    4870.46   (feet)  ADJUSTED  
 CD0691  ___________________________________________________________________
 CD0691  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 CD0691  DYNAMIC HT  -        1482.211 (meters)    4862.89  (feet)  COMP
 CD0691  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 CD0691
 CD0691  VERT ORDER  -  FIRST     CLASS II
 CD0691
 CD0691.The horizontal coordinates were scaled from a topographic map and have
 CD0691.an estimated accuracy of +/- 6 seconds.
 CD0691
 CD0691.The orthometric height was determined by differential leveling
 CD0691.and adjusted by the National Geodetic Survey in June 1991..
 CD0691
 CD0691.The geoid height was determined by GEOID03.
 CD0691
 CD0691.The dynamic height is computed by dividing the NAVD 88
 CD0691.geopotential number by the normal gravity value computed on the
 CD0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0691.degrees latitude (g = 980.6199 gals.).
 CD0691
 CD0691.The modeled gravity was interpolated from observed gravity values.
 CD0691
 CD0691;                    North         East    Units  Estimated Accuracy
 CD0691;SPC TX C     - 3,251,370.      191,470.      MT  (+/- 180 meters Scaled)
 CD0691
 CD0691                          SUPERSEDED SURVEY CONTROL
 CD0691
 CD0691  NGVD 29 (??/??/92) 1483.858  (m)         4868.29   (f) ADJ UNCH    1 2
 CD0691
 CD0691.Superseded values are not recommended for survey control.
 CD0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0691.See file dsdata.txt to determine how the superseded data were derived.
 CD0691
 CD0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR330210(NAD 83)
 CD0691_MARKER: DB = BENCH MARK DISK
 CD0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0691_STAMPING: Z 180 1933
 CD0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0691+STABILITY: SURFACE MOTION
 CD0691
 CD0691  HISTORY     - Date     Condition        Report By
 CD0691  HISTORY     - 1933     MONUMENTED       CGS
 CD0691  HISTORY     - 1943     GOOD             NGS
 CD0691  HISTORY     - 1976     GOOD             USGS
 CD0691
 CD0691                          STATION DESCRIPTION
 CD0691
 CD0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CD0691'49.2 MI E FROM EL PASO.
 CD0691'IN HUDSPETH COUNTY, 49.2 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0691'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 1/4 MILE EAST OF A DIRT
 CD0691'ROAD LEADING NORTH, ON A LONG TANGENT, AND 50 FEET NORTH OF THE
 CD0691'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Z 180 1933 AND
 CD0691'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CD0691'NOTE-- BM IS .25 MI. E OF A DIRT RD. LEADING IN FROM THE HIGHWAY
 CD0691'ACROSS A WOODEN CATTLEGUARD.
 CD0691
 CD0691                          STATION RECOVERY (1943)
 CD0691
 CD0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CD0691'RECOVERED IN GOOD CONDITION.
 CD0691
 CD0691                          STATION RECOVERY (1976)
 CD0691
 CD0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0691'ABOUT 44.0 MILES EAST OF EL PASO ALONG U.S. HWYS. 62 AND 180 FROM
 CD0691'JCT. OF LOOP 16 AT EAST EDGE OF CITY, THENCE N. 0.35 MI. TO OLD HWY,
 CD0691'THENCE 0.2 MI. SE. ALONG OLD ROAD TO MARK, 50 FT. N. OF CENTERLINE OF
 CD0691'OLD ROAD. A STANDARD DISK, STAMPED Z 180 1933 SET IN CONCRETE POST
 CD0691'PROJECTING 10 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0289 ***********************************************************************
 CD0289  DESIGNATION -  Z 181
 CD0289  PID         -  CD0289
 CD0289  STATE/COUNTY-  TX/CULBERSON
 CD0289  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0289
 CD0289                         *CURRENT SURVEY CONTROL
 CD0289  ___________________________________________________________________
 CD0289* NAD 83(1986)-  31 45 56.     (N)    104 54 20.     (W)     SCALED    
 CD0289* NAVD 88     -      1173.367  (meters)    3849.62   (feet)  ADJUSTED  
 CD0289  ___________________________________________________________________
 CD0289  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CD0289  DYNAMIC HT  -        1171.591 (meters)    3843.79  (feet)  COMP
 CD0289  MODELED GRAV-     979,085.7   (mgal)                       NAVD 88
 CD0289
 CD0289  VERT ORDER  -  FIRST     CLASS I
 CD0289
 CD0289.The horizontal coordinates were scaled from a topographic map and have
 CD0289.an estimated accuracy of +/- 6 seconds.
 CD0289
 CD0289.The orthometric height was determined by differential leveling
 CD0289.and adjusted by the National Geodetic Survey in June 1991..
 CD0289
 CD0289.The geoid height was determined by GEOID03.
 CD0289
 CD0289.The dynamic height is computed by dividing the NAVD 88
 CD0289.geopotential number by the normal gravity value computed on the
 CD0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0289.degrees latitude (g = 980.6199 gals.).
 CD0289
 CD0289.The modeled gravity was interpolated from observed gravity values.
 CD0289
 CD0289;                    North         East    Units  Estimated Accuracy
 CD0289;SPC TX C     - 3,241,580.      267,000.      MT  (+/- 180 meters Scaled)
 CD0289
 CD0289                          SUPERSEDED SURVEY CONTROL
 CD0289
 CD0289  NGVD 29 (??/??/92) 1172.820  (m)         3847.83   (f) ADJ UNCH    1 1
 CD0289
 CD0289.Superseded values are not recommended for survey control.
 CD0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0289.See file dsdata.txt to determine how the superseded data were derived.
 CD0289
 CD0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER089144(NAD 83)
 CD0289_MARKER: DB = BENCH MARK DISK
 CD0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0289_STAMPING: Z 181 1933
 CD0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0289+STABILITY: SURFACE MOTION
 CD0289
 CD0289  HISTORY     - Date     Condition        Report By
 CD0289  HISTORY     - 1933     MONUMENTED       CGS
 CD0289  HISTORY     - 1958     GOOD             NGS
 CD0289  HISTORY     - 1977     GOOD             NGS
 CD0289
 CD0289                          STATION DESCRIPTION
 CD0289
 CD0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0289'90.05 MI E FROM EL PASO.
 CD0289'ABOUT 89.9 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0289'JUNCTION OF LOOP 16 AT EL PASO, THENCE 0.15 MILE EAST ALONG THE OLD
 CD0289'HIGHWAY.  57 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT
 CD0289'0.1 MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH TO THE EL
 CD0289'PASO NATURAL GAS COMPANY COMPRESSION STATION, 195 YARDS SOUTHEAST OF
 CD0289'AND ACROSS THE OLD HIGHWAY FROM THE EAST CORNER OF A LARGE BRIDGE ON
 CD0289'THE NEW HIGHWAY, 3 FEET WEST OF A CONCRETE WITNESS POST, ABOUT LEVEL
 CD0289'WITH THE OLD HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 CD0289'FOOT.
 CD0289
 CD0289                          STATION RECOVERY (1977)
 CD0289
 CD0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0289'13.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0289'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 0.15
 CD0289'MILE EAST ALONG THE OLD ROUTE OF U.S. HIGHWAYS 62 AND 180,
 CD0289'0.25 MILE WEST OF A SHELL SERVICE STATION, 195 YARDS SOUTHEAST
 CD0289'OF, AND ACROSS THE OLD HIGHWAY FROM THE EAST CORNER OF A LARGE
 CD0289'CONCRETE BRIDGE FOR THE NEW HIGHWAY, 57 FT. SOUTH OF THE
 CD0289'CENTER LINE OF THE OLD HIGHWAY, NOTE= WITNESS POST IS OF CONCRETE,
 CD0289'MARK MAY ALSO BE REACHED BY GOING 9.25 MILES SOUTHWEST ALONG
 CD0289'U.S. HIGHWAYS 62 AND 180 FROM THE STATE MAINTENANCE YARD AT
 CD0289'PINE SPRINGS, THENCE 1.4 MILES SOUTH ALONG STATE HIGHWAY 54,
 CD0289'THENCE 3.3 MILES SOUTHWEST ALONG THE OLD ROUTE OF U.S.
 CD0289'HIGHWAYS 62 AND 180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0203 ***********************************************************************
 CV0203  DESIGNATION -  Z 182
 CV0203  PID         -  CV0203
 CV0203  STATE/COUNTY-  TX/GAINES
 CV0203  USGS QUAD   -  SEMINOLE (1970)
 CV0203
 CV0203                         *CURRENT SURVEY CONTROL
 CV0203  ___________________________________________________________________
 CV0203* NAD 83(1986)-  32 43 03.     (N)    102 39 09.     (W)     SCALED    
 CV0203* NAVD 88     -      1012.127  (meters)    3320.62   (feet)  ADJUSTED  
 CV0203  ___________________________________________________________________
 CV0203  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 CV0203  DYNAMIC HT  -        1010.761 (meters)    3316.14  (feet)  COMP
 CV0203  MODELED GRAV-     979,253.9   (mgal)                       NAVD 88
 CV0203
 CV0203  VERT ORDER  -  FIRST     CLASS II
 CV0203
 CV0203.The horizontal coordinates were scaled from a topographic map and have
 CV0203.an estimated accuracy of +/- 6 seconds.
 CV0203
 CV0203.The orthometric height was determined by differential leveling
 CV0203.and adjusted by the National Geodetic Survey in June 1991..
 CV0203
 CV0203.The geoid height was determined by GEOID03.
 CV0203
 CV0203.The dynamic height is computed by dividing the NAVD 88
 CV0203.geopotential number by the normal gravity value computed on the
 CV0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0203.degrees latitude (g = 980.6199 gals.).
 CV0203
 CV0203.The modeled gravity was interpolated from observed gravity values.
 CV0203
 CV0203;                    North         East    Units  Estimated Accuracy
 CV0203;SPC TXNC     - 2,124,220.      210,850.      MT  (+/- 180 meters Scaled)
 CV0203
 CV0203                          SUPERSEDED SURVEY CONTROL
 CV0203
 CV0203  NGVD 29 (??/??/92) 1011.822  (m)         3319.62   (f) ADJ UNCH    1 2
 CV0203
 CV0203.Superseded values are not recommended for survey control.
 CV0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0203.See file dsdata.txt to determine how the superseded data were derived.
 CV0203
 CV0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS200224(NAD 83)
 CV0203_MARKER: DB = BENCH MARK DISK
 CV0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0203_SP_SET: LANDING
 CV0203_STAMPING: Z-182 1933
 CV0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0203
 CV0203  HISTORY     - Date     Condition        Report By
 CV0203  HISTORY     - 1933     MONUMENTED       CGS
 CV0203  HISTORY     - 1934     GOOD             NGS
 CV0203  HISTORY     - 1975     GOOD             NGS
 CV0203
 CV0203                          STATION DESCRIPTION
 CV0203
 CV0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0203'IN SEMINOLE.
 CV0203'AT THE SEMINOLE HIGH SCHOOL BUILDING, IN THE LANDING OF THE NORTH MAIN
 CV0203'ENTRANCE.  4 FEET EAST OF THE CENTERLINE OF THE LANDING, 7 INCHES
 CV0203'NORTH OF A WALL, AND 42 FEET SOUTH OF THE STREET.
 CV0203
 CV0203                          STATION RECOVERY (1975)
 CV0203
 CV0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CV0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0207 ***********************************************************************
 CS0207  DESIGNATION -  Z 183
 CS0207  PID         -  CS0207
 CS0207  STATE/COUNTY-  TX/KAUFMAN
 CS0207  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0207
 CS0207                         *CURRENT SURVEY CONTROL
 CS0207  ___________________________________________________________________
 CS0207* NAD 83(1986)-  32 44 27.     (N)    096 27 08.     (W)     SCALED    
 CS0207* NAVD 88     -       141.686  (meters)     464.85   (feet)  ADJUSTED  
 CS0207  ___________________________________________________________________
 CS0207  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0207  DYNAMIC HT  -         141.529 (meters)     464.33  (feet)  COMP
 CS0207  MODELED GRAV-     979,531.2   (mgal)                       NAVD 88
 CS0207
 CS0207  VERT ORDER  -  SECOND    CLASS 0
 CS0207
 CS0207.The horizontal coordinates were scaled from a topographic map and have
 CS0207.an estimated accuracy of +/- 6 seconds.
 CS0207
 CS0207.The orthometric height was determined by differential leveling
 CS0207.and adjusted by the National Geodetic Survey in June 1991..
 CS0207
 CS0207.The geoid height was determined by GEOID03.
 CS0207
 CS0207.The dynamic height is computed by dividing the NAVD 88
 CS0207.geopotential number by the normal gravity value computed on the
 CS0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0207.degrees latitude (g = 980.6199 gals.).
 CS0207
 CS0207.The modeled gravity was interpolated from observed gravity values.
 CS0207
 CS0207;                    North         East    Units  Estimated Accuracy
 CS0207;SPC TXNC     - 2,120,990.      791,900.      MT  (+/- 180 meters Scaled)
 CS0207
 CS0207                          SUPERSEDED SURVEY CONTROL
 CS0207
 CS0207  NGVD 29 (??/??/92)  141.700  (m)          464.89   (f) ADJ UNCH    2 0
 CS0207
 CS0207.Superseded values are not recommended for survey control.
 CS0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0207.See file dsdata.txt to determine how the superseded data were derived.
 CS0207
 CS0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB387254(NAD 83)
 CS0207_MARKER: DB = BENCH MARK DISK
 CS0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0207_STAMPING: Z 183 1952
 CS0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0207+STABILITY: SURFACE MOTION
 CS0207
 CS0207  HISTORY     - Date     Condition        Report By
 CS0207  HISTORY     - 1952     MONUMENTED       CGS
 CS0207
 CS0207                          STATION DESCRIPTION
 CS0207
 CS0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0207'1.0 MI E FROM FORNEY.
 CS0207'1.0 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS0207'FORNEY, 4 POLES WEST OF A GRAVELED ROAD CROSSING, 35.2 FEET SOUTH OF
 CS0207'THE SOUTH RAIL, 12.6 FEET NORTH OF A FENCE, 4 FEET WEST OF A TELEPHONE
 CS0207'POLE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CS0207'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1412 ***********************************************************************
 CS1412  DESIGNATION -  Z 184
 CS1412  PID         -  CS1412
 CS1412  STATE/COUNTY-  TX/DALLAS
 CS1412  USGS QUAD   -  SEAGOVILLE (1973)
 CS1412
 CS1412                         *CURRENT SURVEY CONTROL
 CS1412  ___________________________________________________________________
 CS1412* NAD 83(1986)-  32 44 43.     (N)    096 34 53.     (W)     SCALED    
 CS1412* NAVD 88     -       137.420  (meters)     450.85   (feet)  ADJUSTED  
 CS1412  ___________________________________________________________________
 CS1412  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CS1412  DYNAMIC HT  -         137.267 (meters)     450.35  (feet)  COMP
 CS1412  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CS1412
 CS1412  VERT ORDER  -  SECOND    CLASS 0
 CS1412
 CS1412.The horizontal coordinates were scaled from a topographic map and have
 CS1412.an estimated accuracy of +/- 6 seconds.
 CS1412
 CS1412.The orthometric height was determined by differential leveling
 CS1412.and adjusted by the National Geodetic Survey in June 1991..
 CS1412
 CS1412.The geoid height was determined by GEOID03.
 CS1412
 CS1412.The dynamic height is computed by dividing the NAVD 88
 CS1412.geopotential number by the normal gravity value computed on the
 CS1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1412.degrees latitude (g = 980.6199 gals.).
 CS1412
 CS1412.The modeled gravity was interpolated from observed gravity values.
 CS1412
 CS1412;                    North         East    Units  Estimated Accuracy
 CS1412;SPC TXNC     - 2,121,250.      779,780.      MT  (+/- 180 meters Scaled)
 CS1412
 CS1412                          SUPERSEDED SURVEY CONTROL
 CS1412
 CS1412  NGVD 29 (??/??/92)  137.431  (m)          450.89   (f) ADJ UNCH    2 0
 CS1412
 CS1412.Superseded values are not recommended for survey control.
 CS1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1412.See file dsdata.txt to determine how the superseded data were derived.
 CS1412
 CS1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB266256(NAD 83)
 CS1412_MARKER: DB = BENCH MARK DISK
 CS1412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1412_SP_SET: CULVERT
 CS1412_STAMPING: Z 184 1952
 CS1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1412
 CS1412  HISTORY     - Date     Condition        Report By
 CS1412  HISTORY     - 1952     MONUMENTED       CGS
 CS1412  HISTORY     - 1958     GOOD             NGS
 CS1412
 CS1412                          STATION DESCRIPTION
 CS1412
 CS1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1412'2.5 MI SE FROM MESQUITE.
 CS1412'0.3 MILES EAST ALONG THE SOUTH SIDE OF THE T. AND P.R.R. FROM THE
 CS1412'STATION IN MESQUITE, THEN SOUTH 0.8 MILE ON SOUTH CARVER STREET. THEN
 CS1412'LEFT OR SOUTHEAST 01.4 MILES ON A BLACKTOP ROAD TO THE MARK ON THE
 CS1412'LEFT.  IT IS ABOUT 0.1 MILE EAST OF THE JUNCTION OF PIONEER ROAD AND
 CS1412'CARTWRIGHT DRIVE ON THE NORTHSIDE OF CARTWRIGHT.  A STANDARD DISK
 CS1412'STAMPED Z 184 1952 IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF
 CS1412'AN 8 X 8 CONCRETE CULVERT, 12 FEET NORTH OF THE CENTERLINE OF THE
 CS1412'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0303 ***********************************************************************
 DN0303  DESIGNATION -  Z 185
 DN0303  PID         -  DN0303
 DN0303  STATE/COUNTY-  TX/GRAYSON
 DN0303  USGS QUAD   -  GUNTER (1974)
 DN0303
 DN0303                         *CURRENT SURVEY CONTROL
 DN0303  ___________________________________________________________________
 DN0303* NAD 83(1986)-  33 27 30.     (N)    096 44 47.     (W)     SCALED    
 DN0303* NAVD 88     -       217.626  (meters)     713.99   (feet)  ADJUSTED  
 DN0303  ___________________________________________________________________
 DN0303  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DN0303  DYNAMIC HT  -         217.399 (meters)     713.25  (feet)  COMP
 DN0303  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 DN0303
 DN0303  VERT ORDER  -  SECOND    CLASS 0
 DN0303
 DN0303.The horizontal coordinates were scaled from a topographic map and have
 DN0303.an estimated accuracy of +/- 6 seconds.
 DN0303
 DN0303.The orthometric height was determined by differential leveling
 DN0303.and adjusted by the National Geodetic Survey in June 1991..
 DN0303
 DN0303.The geoid height was determined by GEOID03.
 DN0303
 DN0303.The dynamic height is computed by dividing the NAVD 88
 DN0303.geopotential number by the normal gravity value computed on the
 DN0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0303.degrees latitude (g = 980.6199 gals.).
 DN0303
 DN0303.The modeled gravity was interpolated from observed gravity values.
 DN0303
 DN0303;                    North         East    Units  Estimated Accuracy
 DN0303;SPC TXNC     - 2,200,040.      763,000.      MT  (+/- 180 meters Scaled)
 DN0303
 DN0303                          SUPERSEDED SURVEY CONTROL
 DN0303
 DN0303  NGVD 29 (??/??/92)  217.631  (m)          714.01   (f) ADJ UNCH    2 0
 DN0303
 DN0303.Superseded values are not recommended for survey control.
 DN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0303.See file dsdata.txt to determine how the superseded data were derived.
 DN0303
 DN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC094043(NAD 83)
 DN0303_MARKER: DB = BENCH MARK DISK
 DN0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0303_STAMPING: Z 185 1952
 DN0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0303+STABILITY: SURFACE MOTION
 DN0303
 DN0303  HISTORY     - Date     Condition        Report By
 DN0303  HISTORY     - 1952     MONUMENTED       CGS
 DN0303  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0303
 DN0303                          STATION DESCRIPTION
 DN0303
 DN0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0303'0.7 MI N FROM GUNTER.
 DN0303'0.7 MILE NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0303'FROM THE STATION AT GUNTER, 0.4 MILE NORTH OF A GRAVELED ROAD
 DN0303'CROSSING, 3 POLES SOUTH OF MILEPOST 664, 23.8 FEET WEST OF THE WEST
 DN0303'RAIL, 28 FEET EAST OF A FENCE, 5 FEET NORTH OF A TELEPHONE POLE, 3
 DN0303'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0303'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 DN0303
 DN0303                          STATION RECOVERY (1999)
 DN0303
 DN0303'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0593 ***********************************************************************
 DO0593  DESIGNATION -  Z 187
 DO0593  PID         -  DO0593
 DO0593  STATE/COUNTY-  TX/KNOX
 DO0593  USGS QUAD   -  RHINELAND (1967)
 DO0593
 DO0593                         *CURRENT SURVEY CONTROL
 DO0593  ___________________________________________________________________
 DO0593* NAD 83(1986)-  33 36 11.     (N)    099 39 03.     (W)     SCALED    
 DO0593* NAVD 88     -       457.259  (meters)    1500.19   (feet)  ADJUSTED  
 DO0593  ___________________________________________________________________
 DO0593  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0593  DYNAMIC HT  -         456.729 (meters)    1498.45  (feet)  COMP
 DO0593  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 DO0593
 DO0593  VERT ORDER  -  SECOND    CLASS 0
 DO0593
 DO0593.The horizontal coordinates were scaled from a topographic map and have
 DO0593.an estimated accuracy of +/- 6 seconds.
 DO0593
 DO0593.The orthometric height was determined by differential leveling
 DO0593.and adjusted by the National Geodetic Survey in June 1991..
 DO0593
 DO0593.The geoid height was determined by GEOID03.
 DO0593
 DO0593.The dynamic height is computed by dividing the NAVD 88
 DO0593.geopotential number by the normal gravity value computed on the
 DO0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0593.degrees latitude (g = 980.6199 gals.).
 DO0593
 DO0593.The modeled gravity was interpolated from observed gravity values.
 DO0593
 DO0593;                    North         East    Units  Estimated Accuracy
 DO0593;SPC TXNC     - 2,215,320.      493,200.      MT  (+/- 180 meters Scaled)
 DO0593
 DO0593                          SUPERSEDED SURVEY CONTROL
 DO0593
 DO0593  NGVD 29 (??/??/92)  457.117  (m)         1499.72   (f) ADJ UNCH    2 0
 DO0593
 DO0593.Superseded values are not recommended for survey control.
 DO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0593.See file dsdata.txt to determine how the superseded data were derived.
 DO0593
 DO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC396183(NAD 83)
 DO0593_MARKER: DB = BENCH MARK DISK
 DO0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0593_STAMPING: Z-187 1933
 DO0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0593+STABILITY: SURFACE MOTION
 DO0593
 DO0593  HISTORY     - Date     Condition        Report By
 DO0593  HISTORY     - 1933     MONUMENTED       CGS
 DO0593  HISTORY     - 1958     GOOD             NGS
 DO0593
 DO0593                          STATION DESCRIPTION
 DO0593
 DO0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0593'5.2 MI W FROM VERA.
 DO0593'5.2 MILES WEST OF, ALONG HIGHWAY 24, 42 FEET NORTH OF CENTER OF
 DO0593'HIGHWAY AND ABOUT 650 FEET EAST OF WHERE HIGH POWER LINE CROSSES THE
 DO0593'HIGHWAY.
 DO0593
 DO0593                          STATION RECOVERY (1958)
 DO0593
 DO0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DO0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0214 ***********************************************************************
 CT0214  DESIGNATION -  Z 188
 CT0214  PID         -  CT0214
 CT0214  STATE/COUNTY-  TX/EASTLAND
 CT0214  USGS QUAD   -  CISCO NORTH (1987)
 CT0214
 CT0214                         *CURRENT SURVEY CONTROL
 CT0214  ___________________________________________________________________
 CT0214* NAD 83(1986)-  32 22 46.     (N)    098 54 02.     (W)     SCALED    
 CT0214* NAVD 88     -       468.719  (meters)    1537.79   (feet)  ADJUSTED  
 CT0214  ___________________________________________________________________
 CT0214  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CT0214  DYNAMIC HT  -         468.115 (meters)    1535.81  (feet)  COMP
 CT0214  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 CT0214
 CT0214  VERT ORDER  -  SECOND    CLASS 0
 CT0214
 CT0214.The horizontal coordinates were scaled from a topographic map and have
 CT0214.an estimated accuracy of +/- 6 seconds.
 CT0214
 CT0214.The orthometric height was determined by differential leveling
 CT0214.and adjusted by the National Geodetic Survey in June 1991..
 CT0214
 CT0214.The geoid height was determined by GEOID03.
 CT0214
 CT0214.The dynamic height is computed by dividing the NAVD 88
 CT0214.geopotential number by the normal gravity value computed on the
 CT0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0214.degrees latitude (g = 980.6199 gals.).
 CT0214
 CT0214.The modeled gravity was interpolated from observed gravity values.
 CT0214
 CT0214;                    North         East    Units  Estimated Accuracy
 CT0214;SPC TXNC     - 2,079,110.      562,310.      MT  (+/- 180 meters Scaled)
 CT0214
 CT0214                          SUPERSEDED SURVEY CONTROL
 CT0214
 CT0214  NGVD 29 (??/??/92)  468.606  (m)         1537.42   (f) ADJ UNCH    2 0
 CT0214
 CT0214.Superseded values are not recommended for survey control.
 CT0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0214.See file dsdata.txt to determine how the superseded data were derived.
 CT0214
 CT0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA093825(NAD 83)
 CT0214_MARKER: DB = BENCH MARK DISK
 CT0214_SETTING: 66 = SET IN ROCK OUTCROP
 CT0214_SP_SET: ROCK SAND
 CT0214_STAMPING: Z-188 1933
 CT0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0214+STABILITY: POSITION/ELEVATION WELL
 CT0214
 CT0214  HISTORY     - Date     Condition        Report By
 CT0214  HISTORY     - 1933     MONUMENTED       CGS
 CT0214  HISTORY     - 1962     GOOD             NGS
 CT0214
 CT0214                          STATION DESCRIPTION
 CT0214
 CT0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CT0214'5.1 MI NW FROM MANGUM.
 CT0214'5.1 MILES NORTHWEST OF, ALONG M. K. T. RAILROAD.  0.4 MILES WEST OF
 CT0214'LANE CROSSING, 0.3 MILES OR 7 TELEGRAPH POLES NORTHWEST OF MILEPOST
 CT0214'149.  105 FEET SOUTHWEST OF CENTER OF TRACK, SET HORIZONTAL IN LARGE
 CT0214'SAND ROCK.
 CT0214
 CT0214                          STATION RECOVERY (1962)
 CT0214
 CT0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CT0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0212 ***********************************************************************
 DO0212  DESIGNATION -  Z 189
 DO0212  PID         -  DO0212
 DO0212  STATE/COUNTY-  TX/JACK
 DO0212  USGS QUAD   -  JACKSBORO (1982)
 DO0212
 DO0212                         *CURRENT SURVEY CONTROL
 DO0212  ___________________________________________________________________
 DO0212* NAD 83(1986)-  33 12 18.     (N)    098 09 32.     (W)     SCALED    
 DO0212* NAVD 88     -       329.928  (meters)    1082.44   (feet)  ADJUSTED  
 DO0212  ___________________________________________________________________
 DO0212  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DO0212  DYNAMIC HT  -         329.548 (meters)    1081.19  (feet)  COMP
 DO0212  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DO0212
 DO0212  VERT ORDER  -  SECOND    CLASS 0
 DO0212
 DO0212.The horizontal coordinates were scaled from a topographic map and have
 DO0212.an estimated accuracy of +/- 6 seconds.
 DO0212
 DO0212.The orthometric height was determined by differential leveling
 DO0212.and adjusted by the National Geodetic Survey in June 1991..
 DO0212.WARNING-Repeat measurements at this control monument indicate possible
 DO0212.vertical movement.
 DO0212
 DO0212.The geoid height was determined by GEOID03.
 DO0212
 DO0212.The dynamic height is computed by dividing the NAVD 88
 DO0212.geopotential number by the normal gravity value computed on the
 DO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0212.degrees latitude (g = 980.6199 gals.).
 DO0212
 DO0212.The modeled gravity was interpolated from observed gravity values.
 DO0212
 DO0212;                    North         East    Units  Estimated Accuracy
 DO0212;SPC TXNC     - 2,170,640.      631,800.      MT  (+/- 180 meters Scaled)
 DO0212
 DO0212                          SUPERSEDED SURVEY CONTROL
 DO0212
 DO0212  NGVD 29 (??/??/92)  329.86   (m)         1082.2    (f) COMPUTED    2 0
 DO0212
 DO0212.Superseded values are not recommended for survey control.
 DO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0212.See file dsdata.txt to determine how the superseded data were derived.
 DO0212
 DO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB783743(NAD 83)
 DO0212_MARKER: DB = BENCH MARK DISK
 DO0212_SETTING: 66 = SET IN ROCK OUTCROP
 DO0212_SP_SET: ROCK
 DO0212_STAMPING: Z 189 1933 1082.281
 DO0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0212+STABILITY: POSITION/ELEVATION WELL
 DO0212
 DO0212  HISTORY     - Date     Condition        Report By
 DO0212  HISTORY     - 1933     MONUMENTED       CGS
 DO0212  HISTORY     - 1961     GOOD             NGS
 DO0212
 DO0212                          STATION DESCRIPTION
 DO0212
 DO0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0212'1.1 MI SW FROM JACKSBORO.
 DO0212'ABOUT 0.45 MILE SOUTH ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY 199
 DO0212'FROM THE COURTHOUSE AT JACKSBORO, THENCE 0.1 MILE WEST ALONG SEWELL
 DO0212'STREET, THENCE 0.3 MILE SOUTHWEST ALONG DEPOT STREET TO THE ROCK
 DO0212'ISLAND RAILROAD STATION, THENCE 0.25 MILE SOUTHEAST ALONG THE
 DO0212'RAILROAD, 37 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF A
 DO0212'FLAT ROCK, 54 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD WHICH
 DO0212'PARALLELS THE TRACK ON THE SOUTHWEST SIDE, 41 FEET NORTHWEST OF A
 DO0212'TELEPHONE POLE, ABOUT LEVEL WITH THE TRACK, AND ABOUT FLUSH WITH THE
 DO0212'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1105 ***********************************************************************
 FL1105  DESIGNATION -  Z 19 RESET 1973
 FL1105  PID         -  FL1105
 FL1105  STATE/COUNTY-  TX/POTTER
 FL1105  USGS QUAD   -  AMARILLO EAST (1973)
 FL1105
 FL1105                         *CURRENT SURVEY CONTROL
 FL1105  ___________________________________________________________________
 FL1105* NAD 83(1986)-  35 07 56.     (N)    101 51 17.     (W)     SCALED    
 FL1105* NAVD 88     -      1114.48   (meters)    3656.4    (feet)  RESET     
 FL1105  ___________________________________________________________________
 FL1105  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FL1105
 FL1105  VERT ORDER  -  THIRD
 FL1105
 FL1105.The horizontal coordinates were scaled from a topographic map and have
 FL1105.an estimated accuracy of +/- 6 seconds.
 FL1105
 FL1105.The orthometric height was computed from unverified reset data.
 FL1105
 FL1105.The geoid height was determined by GEOID03.
 FL1105
 FL1105;                    North         East    Units  Estimated Accuracy
 FL1105;SPC TX N     - 1,125,660.      167,670.      MT  (+/- 180 meters Scaled)
 FL1105
 FL1105                          SUPERSEDED SURVEY CONTROL
 FL1105
 FL1105.No superseded survey control is available for this station.
 FL1105
 FL1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD398914(NAD 83)
 FL1105_MARKER: DB = BENCH MARK DISK
 FL1105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1105_SP_SET: FOUNDATION
 FL1105_STAMPING: Z 19 RESET 1973
 FL1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1105
 FL1105  HISTORY     - Date     Condition        Report By
 FL1105  HISTORY     - 1973     MONUMENTED       ATSFRR
 FL1105  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1105
 FL1105                          STATION DESCRIPTION
 FL1105
 FL1105'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1973
 FL1105'5.6 MI S FROM AMARILLO.
 FL1105'ABOUT - 5.6 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FL1105'RAILWAY FROM THE STATION AT AMARILLO, DISK STAMPED Z 19 RESET 1973
 FL1105'LOCATED IN CONCRETE FOUNDATION FOR 100 FT. LIGHT POLE AT SANTA FES
 FL1105'WELDING PLANT 31 FEET SOUTH SANTA FE WELDING BLDG. 12 FEET EAST OF
 FL1105'GANTRY RAIL, 145-1/2 FEET WEST OF NEAR RAIL MAIN TRACK.
 FL1105
 FL1105                          STATION RECOVERY (1985)
 FL1105
 FL1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0787 ***********************************************************************
 DN0787  DESIGNATION -  Z 190
 DN0787  PID         -  DN0787
 DN0787  STATE/COUNTY-  TX/WISE
 DN0787  USGS QUAD   -  BLUETT (1972)
 DN0787
 DN0787                         *CURRENT SURVEY CONTROL
 DN0787  ___________________________________________________________________
 DN0787* NAD 83(1986)-  33 08 31.     (N)    097 29 41.     (W)     SCALED    
 DN0787* NAVD 88     -       275.324  (meters)     903.29   (feet)  ADJUSTED  
 DN0787  ___________________________________________________________________
 DN0787  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DN0787  DYNAMIC HT  -         275.002 (meters)     902.24  (feet)  COMP
 DN0787  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 DN0787
 DN0787  VERT ORDER  -  FIRST     CLASS II
 DN0787
 DN0787.The horizontal coordinates were scaled from a topographic map and have
 DN0787.an estimated accuracy of +/- 6 seconds.
 DN0787
 DN0787.The orthometric height was determined by differential leveling
 DN0787.and adjusted by the National Geodetic Survey in June 1991..
 DN0787.WARNING-Repeat measurements at this control monument indicate possible
 DN0787.vertical movement.
 DN0787
 DN0787.The geoid height was determined by GEOID03.
 DN0787
 DN0787.The dynamic height is computed by dividing the NAVD 88
 DN0787.geopotential number by the normal gravity value computed on the
 DN0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0787.degrees latitude (g = 980.6199 gals.).
 DN0787
 DN0787.The modeled gravity was interpolated from observed gravity values.
 DN0787
 DN0787;                    North         East    Units  Estimated Accuracy
 DN0787;SPC TXNC     - 2,164,040.      693,780.      MT  (+/- 180 meters Scaled)
 DN0787
 DN0787                          SUPERSEDED SURVEY CONTROL
 DN0787
 DN0787  NGVD 29 (??/??/92)  275.296  (m)          903.20   (f) ADJ UNCH    1 2
 DN0787
 DN0787.Superseded values are not recommended for survey control.
 DN0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0787.See file dsdata.txt to determine how the superseded data were derived.
 DN0787
 DN0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB403680(NAD 83)
 DN0787_MARKER: DB = BENCH MARK DISK
 DN0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0787_SP_SET: ABUTMENT
 DN0787_STAMPING: X 190 1933 903.128
 DN0787_MARK LOGO: CGS   
 DN0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0787
 DN0787  HISTORY     - Date     Condition        Report By
 DN0787  HISTORY     - 1933     MONUMENTED       CGS
 DN0787  HISTORY     - 1952     GOOD             NGS
 DN0787  HISTORY     - 1984     GOOD             NGS
 DN0787  HISTORY     - 19980927 MARK NOT FOUND   USPSQD
 DN0787
 DN0787                          STATION DESCRIPTION
 DN0787
 DN0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0787'6.6 MI N FROM RHOME.
 DN0787'6.6 MILES NORTH ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM THE
 DN0787'STATION AT RHOME, 148 FEET SOUTH OF MILEPOST 32, 6.6 FEET EAST OF THE
 DN0787'EAST RAIL, SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF
 DN0787'BRIDGE 31-97.
 DN0787
 DN0787                          STATION RECOVERY (1984)
 DN0787
 DN0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0787'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0787'TO REACH FOLLOWS.  10.6 KM (6.6 MI) NORTHWESTERLY ALONG THE BURLINGTON
 DN0787'NORTHERN RAILROAD FROM ITS JUNCTION WITH 2ND STREET IN RHOME, OR 13.3
 DN0787'KM (8.25 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 DN0787'THE STATION IN DECATUR.
 DN0787
 DN0787                          STATION RECOVERY (1998)
 DN0787
 DN0787'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0313 ***********************************************************************
 CT0313  DESIGNATION -  Z 191 RESET 1961
 CT0313  PID         -  CT0313
 CT0313  STATE/COUNTY-  TX/STEPHENS
 CT0313  USGS QUAD   -  EDWARDS BRANCH (1981)
 CT0313
 CT0313                         *CURRENT SURVEY CONTROL
 CT0313  ___________________________________________________________________
 CT0313* NAD 83(1986)-  32 46 05.     (N)    099 00 49.     (W)     SCALED    
 CT0313* NAVD 88     -       362.15   (+/-2cm)    1188.2    (feet)  VERTCON   
 CT0313  ___________________________________________________________________
 CT0313  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT0313
 CT0313  VERT ORDER  -  THIRD (See Below)
 CT0313
 CT0313.The horizontal coordinates were scaled from a topographic map and have
 CT0313.an estimated accuracy of +/- 6 seconds.
 CT0313
 CT0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0313.The vertical order pertains to the NGVD 29 superseded value.
 CT0313
 CT0313.The geoid height was determined by GEOID03.
 CT0313
 CT0313;                    North         East    Units  Estimated Accuracy
 CT0313;SPC TXNC     - 2,122,250.      551,880.      MT  (+/- 180 meters Scaled)
 CT0313
 CT0313                          SUPERSEDED SURVEY CONTROL
 CT0313
 CT0313  NGVD 29 (??/??/??)  362.05   (m)         1187.8    (f) RESET       3  
 CT0313
 CT0313.Superseded values are not recommended for survey control.
 CT0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0313.See file dsdata.txt to determine how the superseded data were derived.
 CT0313
 CT0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB987255(NAD 83)
 CT0313_MARKER: DB = BENCH MARK DISK
 CT0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0313_STAMPING: Z 191 RESET 1961
 CT0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0313+STABILITY: SURFACE MOTION
 CT0313
 CT0313  HISTORY     - Date     Condition        Report By
 CT0313  HISTORY     - 1961     MONUMENTED       CGS
 CT0313
 CT0313                          STATION DESCRIPTION
 CT0313
 CT0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0313'6.7 MI W FROM BRECKENRIDGE.
 CT0313'6.7 MILES WEST ON U.S. HIGHWAY 180 FROM THE BURCH HOTEL IN
 CT0313'BRECKENRIDGE TO MARK AT THE NORTH RIGHT-OF-WAY FENCE.  160 FEET NORTH
 CT0313'OF THE CENTER LINE OF U.S. HIGHWAY 180, 115 FEET NORTHEAST OF A
 CT0313'COMBINED POWER LINE AND TELEPHONE POLE, 195 FEET NORTH-NORTHEAST OF A
 CT0313'FARM DRIVEWAY, AND 1-1/2 FEET WEST OF A METAL WITNESS POST.  A
 CT0313'STANDARD DISK STAMPED Z 191 RESET 1961, SET IN A 12 X 12 IN. CONCRETE
 CT0313'POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0802 ***********************************************************************
 CT0802  DESIGNATION -  Z 192
 CT0802  PID         -  CT0802
 CT0802  STATE/COUNTY-  TX/JONES
 CT0802  USGS QUAD   -  TUXEDO (1981)
 CT0802
 CT0802                         *CURRENT SURVEY CONTROL
 CT0802  ___________________________________________________________________
 CT0802* NAD 83(1986)-  32 59 02.     (N)    099 52 55.     (W)     SCALED    
 CT0802* NAVD 88     -       475.248  (meters)    1559.21   (feet)  ADJUSTED  
 CT0802  ___________________________________________________________________
 CT0802  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CT0802  DYNAMIC HT  -         474.643 (meters)    1557.22  (feet)  COMP
 CT0802  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 CT0802
 CT0802  VERT ORDER  -  SECOND    CLASS 0
 CT0802
 CT0802.The horizontal coordinates were scaled from a topographic map and have
 CT0802.an estimated accuracy of +/- 6 seconds.
 CT0802
 CT0802.The orthometric height was determined by differential leveling
 CT0802.and adjusted by the National Geodetic Survey in June 1991..
 CT0802
 CT0802.The geoid height was determined by GEOID03.
 CT0802
 CT0802.The dynamic height is computed by dividing the NAVD 88
 CT0802.geopotential number by the normal gravity value computed on the
 CT0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0802.degrees latitude (g = 980.6199 gals.).
 CT0802
 CT0802.The modeled gravity was interpolated from observed gravity values.
 CT0802
 CT0802;                    North         East    Units  Estimated Accuracy
 CT0802;SPC TXNC     - 2,146,920.      470,850.      MT  (+/- 180 meters Scaled)
 CT0802
 CT0802                          SUPERSEDED SURVEY CONTROL
 CT0802
 CT0802  NGVD 29 (??/??/92)  475.070  (m)         1558.63   (f) ADJ UNCH    2 0
 CT0802
 CT0802.Superseded values are not recommended for survey control.
 CT0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0802.See file dsdata.txt to determine how the superseded data were derived.
 CT0802
 CT0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB175498(NAD 83)
 CT0802_MARKER: DB = BENCH MARK DISK
 CT0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0802_STAMPING: Z 192 1933
 CT0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0802+STABILITY: SURFACE MOTION
 CT0802
 CT0802  HISTORY     - Date     Condition        Report By
 CT0802  HISTORY     - 1933     MONUMENTED       CGS
 CT0802  HISTORY     - 1958     GOOD             NGS
 CT0802
 CT0802                          STATION DESCRIPTION
 CT0802
 CT0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0802'6.3 MI NW FROM STAMFORD.
 CT0802'IN HASKELL COUNTY, 6.3 MILES NORTHWEST ALONG THE WICHITA VALLEY
 CT0802'RAILWAY FROM STAMFORD, JONES COUNTY, 450 FEET EAST OF MILEPOST B 119,
 CT0802'AT A ROAD CROSSING, 60 FEET NORTH OF THE CENTER LINE OF THE TRACK, 35
 CT0802'FEET EAST OF THE CROSSING, AND 6 FEET NORTH OF A FENCE.  A STANDARD
 CT0802'DISK, STAMPED Z 192 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0231 ***********************************************************************
 CT0231  DESIGNATION -  Z 193
 CT0231  PID         -  CT0231
 CT0231  STATE/COUNTY-  TX/COMANCHE
 CT0231  USGS QUAD   -  DE LEON (1969)
 CT0231
 CT0231                         *CURRENT SURVEY CONTROL
 CT0231  ___________________________________________________________________
 CT0231* NAD 83(1986)-  32 06 50.     (N)    098 32 49.     (W)     SCALED    
 CT0231* NAVD 88     -       396.863  (meters)    1302.04   (feet)  ADJUSTED  
 CT0231  ___________________________________________________________________
 CT0231  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CT0231  DYNAMIC HT  -         396.356 (meters)    1300.38  (feet)  COMP
 CT0231  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 CT0231
 CT0231  VERT ORDER  -  SECOND    CLASS 0
 CT0231
 CT0231.The horizontal coordinates were scaled from a topographic map and have
 CT0231.an estimated accuracy of +/- 6 seconds.
 CT0231
 CT0231.The orthometric height was determined by differential leveling
 CT0231.and adjusted by the National Geodetic Survey in June 1991..
 CT0231
 CT0231.The geoid height was determined by GEOID03.
 CT0231
 CT0231.The dynamic height is computed by dividing the NAVD 88
 CT0231.geopotential number by the normal gravity value computed on the
 CT0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0231.degrees latitude (g = 980.6199 gals.).
 CT0231
 CT0231.The modeled gravity was interpolated from observed gravity values.
 CT0231
 CT0231;                    North         East    Units  Estimated Accuracy
 CT0231;SPC TX C     - 3,272,660.      868,600.      MT  (+/- 180 meters Scaled)
 CT0231
 CT0231                          SUPERSEDED SURVEY CONTROL
 CT0231
 CT0231  NGVD 29 (??/??/92)  396.768  (m)         1301.73   (f) ADJ UNCH    2 0
 CT0231
 CT0231.Superseded values are not recommended for survey control.
 CT0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0231.See file dsdata.txt to determine how the superseded data were derived.
 CT0231
 CT0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA427531(NAD 83)
 CT0231_MARKER: DB = BENCH MARK DISK
 CT0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0231_SP_SET: CULVERT
 CT0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0231
 CT0231  HISTORY     - Date     Condition        Report By
 CT0231  HISTORY     - UNK      MONUMENTED       CGS
 CT0231  HISTORY     - 1933     GOOD             NGS
 CT0231  HISTORY     - 1934     GOOD             NGS
 CT0231
 CT0231                          STATION DESCRIPTION
 CT0231
 CT0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0231'0.7 MI W FROM DELEON.
 CT0231'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD, ON NORTHEAST END OF
 CT0231'CONCRETE CULVERT, 7 POLES EAST OF MILEPOST 120.
 CT0231
 CT0231                          STATION RECOVERY (1934)
 CT0231
 CT0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CT0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1041 ***********************************************************************
 BZ1041  DESIGNATION -  Z 194
 BZ1041  PID         -  BZ1041
 BZ1041  STATE/COUNTY-  TX/BOSQUE
 BZ1041  USGS QUAD   -  SPRING CREEK GAP (1979)
 BZ1041
 BZ1041                         *CURRENT SURVEY CONTROL
 BZ1041  ___________________________________________________________________
 BZ1041* NAD 83(1986)-  31 58 16.     (N)    097 54 04.     (W)     SCALED    
 BZ1041* NAVD 88     -       282.358  (meters)     926.37   (feet)  ADJUSTED  
 BZ1041  ___________________________________________________________________
 BZ1041  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BZ1041  DYNAMIC HT  -         282.005 (meters)     925.21  (feet)  COMP
 BZ1041  MODELED GRAV-     979,380.9   (mgal)                       NAVD 88
 BZ1041
 BZ1041  VERT ORDER  -  SECOND    CLASS 0
 BZ1041
 BZ1041.The horizontal coordinates were scaled from a topographic map and have
 BZ1041.an estimated accuracy of +/- 6 seconds.
 BZ1041
 BZ1041.The orthometric height was determined by differential leveling
 BZ1041.and adjusted by the National Geodetic Survey in June 1991..
 BZ1041
 BZ1041.The geoid height was determined by GEOID03.
 BZ1041
 BZ1041.The dynamic height is computed by dividing the NAVD 88
 BZ1041.geopotential number by the normal gravity value computed on the
 BZ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1041.degrees latitude (g = 980.6199 gals.).
 BZ1041
 BZ1041.The modeled gravity was interpolated from observed gravity values.
 BZ1041
 BZ1041;                    North         East    Units  Estimated Accuracy
 BZ1041;SPC TX C     - 3,257,990.      929,890.      MT  (+/- 180 meters Scaled)
 BZ1041
 BZ1041                          SUPERSEDED SURVEY CONTROL
 BZ1041
 BZ1041  NGVD 29 (??/??/92)  282.298  (m)          926.17   (f) ADJ UNCH    2 0
 BZ1041
 BZ1041.Superseded values are not recommended for survey control.
 BZ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1041.See file dsdata.txt to determine how the superseded data were derived.
 BZ1041
 BZ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA038377(NAD 83)
 BZ1041_MARKER: DB = BENCH MARK DISK
 BZ1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1041_STAMPING: Z 194 1933 926.173
 BZ1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1041+STABILITY: SURFACE MOTION
 BZ1041
 BZ1041  HISTORY     - Date     Condition        Report By
 BZ1041  HISTORY     - 1933     MONUMENTED       CGS
 BZ1041  HISTORY     - 1951     GOOD             NGS
 BZ1041  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 BZ1041  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1041
 BZ1041                          STATION DESCRIPTION
 BZ1041
 BZ1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ1041'02.5 MI W FROM IREDELL.
 BZ1041'ABOUT 02.5 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 BZ1041'IREDELL, BOSQUE COUNTY, 66 FEET EAST OF A ROAD CROSSING AND 45 FEET
 BZ1041'NORTH OF THE CENTERLINE OF THE TRACKS.  A STANDARD DISK STAMPED Z 194
 BZ1041'1933 926.173 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 10
 BZ1041'INCHES.
 BZ1041
 BZ1041                          STATION RECOVERY (1999)
 BZ1041
 BZ1041'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1041'MARK NOT FOUND.
 BZ1041
 BZ1041                          STATION RECOVERY (2001)
 BZ1041
 BZ1041'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0491 ***********************************************************************
 BM0491  DESIGNATION -  Z 195
 BM0491  PID         -  BM0491
 BM0491  STATE/COUNTY-  TX/BASTROP
 BM0491  USGS QUAD   -  STRUCTURE (1982)
 BM0491
 BM0491                         *CURRENT SURVEY CONTROL
 BM0491  ___________________________________________________________________
 BM0491* NAD 83(1986)-  30 22 48.     (N)    097 22 08.     (W)     SCALED    
 BM0491* NAVD 88     -       178.82   (+/-2cm)     586.7    (feet)  VERTCON   
 BM0491  ___________________________________________________________________
 BM0491  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0491
 BM0491  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0491
 BM0491.The horizontal coordinates were scaled from a topographic map and have
 BM0491.an estimated accuracy of +/- 6 seconds.
 BM0491
 BM0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0491.The vertical order pertains to the NGVD 29 superseded value.
 BM0491
 BM0491.The geoid height was determined by GEOID03.
 BM0491
 BM0491;                    North         East    Units  Estimated Accuracy
 BM0491;SPC TX C     - 3,082,870.      984,880.      MT  (+/- 180 meters Scaled)
 BM0491
 BM0491                          SUPERSEDED SURVEY CONTROL
 BM0491
 BM0491  NGVD 29 (??/??/92)  178.741  (m)          586.42   (f) ADJ UNCH    1 2
 BM0491
 BM0491.Superseded values are not recommended for survey control.
 BM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0491.See file dsdata.txt to determine how the superseded data were derived.
 BM0491
 BM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU567620(NAD 83)
 BM0491_MARKER: DB = BENCH MARK DISK
 BM0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0491_SP_SET: CULVERT
 BM0491_STAMPING: Z 195 1933 586.387
 BM0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0491
 BM0491  HISTORY     - Date     Condition        Report By
 BM0491  HISTORY     - 1933     MONUMENTED       CGS
 BM0491  HISTORY     - 1953     GOOD             NGS
 BM0491  HISTORY     - 19910710 GOOD             USPSQD
 BM0491  HISTORY     - 20040306 GOOD             USPSQD
 BM0491
 BM0491                          STATION DESCRIPTION
 BM0491
 BM0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0491'2.35 MI N FROM ELGIN.
 BM0491'2.35 MILES NORTH ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 BM0491'TEXAS FROM THE STATION AT ELGIN, 306 FEET SOUTH OF THE CENTER OF A
 BM0491'PRIVATE ROAD CROSSING, 16 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 81
 BM0491'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 95, 5 FEET BELOW
 BM0491'THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE
 BM0491'SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD.
 BM0491
 BM0491                          STATION RECOVERY (1991)
 BM0491
 BM0491'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0491'RECOVERED IN GOOD CONDITION.
 BM0491
 BM0491                          STATION RECOVERY (2004)
 BM0491
 BM0491'RECOVERY NOTE BY US POWER SQUADRON 2004 (AH)
 BM0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0266 ***********************************************************************
 BM0266  DESIGNATION -  Z 196
 BM0266  PID         -  BM0266
 BM0266  STATE/COUNTY-  TX/MILAM
 BM0266  USGS QUAD   -  ROCKDALE EAST (1989)
 BM0266
 BM0266                         *CURRENT SURVEY CONTROL
 BM0266  ___________________________________________________________________
 BM0266* NAD 83(1986)-  30 41 22.     (N)    096 55 00.     (W)     SCALED    
 BM0266* NAVD 88     -       131.26   (+/-2cm)     430.6    (feet)  VERTCON   
 BM0266  ___________________________________________________________________
 BM0266  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0266
 BM0266  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0266
 BM0266.The horizontal coordinates were scaled from a topographic map and have
 BM0266.an estimated accuracy of +/- 6 seconds.
 BM0266
 BM0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0266.The vertical order pertains to the NGVD 29 superseded value.
 BM0266
 BM0266.The geoid height was determined by GEOID03.
 BM0266
 BM0266;                    North         East    Units  Estimated Accuracy
 BM0266;SPC TX C     - 3,118,410.    1,027,270.      MT  (+/- 180 meters Scaled)
 BM0266
 BM0266                          SUPERSEDED SURVEY CONTROL
 BM0266
 BM0266  NGVD 29 (??/??/92)  131.197  (m)          430.44   (f) ADJ UNCH    2 0
 BM0266
 BM0266.Superseded values are not recommended for survey control.
 BM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0266.See file dsdata.txt to determine how the superseded data were derived.
 BM0266
 BM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU995970(NAD 83)
 BM0266_MARKER: DB = BENCH MARK DISK
 BM0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0266_STAMPING: Z 196 1933
 BM0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0266+STABILITY: SURFACE MOTION
 BM0266
 BM0266  HISTORY     - Date     Condition        Report By
 BM0266  HISTORY     - 1933     MONUMENTED       CGS
 BM0266  HISTORY     - 1960     GOOD             USGS
 BM0266  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 BM0266  HISTORY     - 19991112 GOOD             USPSQD
 BM0266
 BM0266                          STATION DESCRIPTION
 BM0266
 BM0266'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BM0266'3.4 MI SW FROM MILANO.
 BM0266'3.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0266'INTERNATIONAL-GREAT NORTHERN RAILROAD), FROM THE STATION AT MILANO,
 BM0266'MILAM COUNTY, 0.01 MILE SOUTHWEST OF POLE 113/10, 53 FEET SOUTHWEST OF
 BM0266'A ROAD CROSSING, 30 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 BM0266'ROAD, 10 FEET FROM A FENCE CORNER, AND SET IN THE TOP OF A CONCRETE
 BM0266'POST.
 BM0266
 BM0266                          STATION RECOVERY (1976)
 BM0266
 BM0266'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 BM0266'MARK NOT FOUND.
 BM0266
 BM0266                          STATION RECOVERY (1999)
 BM0266
 BM0266'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0404 ***********************************************************************
 BZ0404  DESIGNATION -  Z 197
 BZ0404  PID         -  BZ0404
 BZ0404  STATE/COUNTY-  TX/LEON
 BZ0404  USGS QUAD   -  MARQUEZ (1982)
 BZ0404
 BZ0404                         *CURRENT SURVEY CONTROL
 BZ0404  ___________________________________________________________________
 BZ0404* NAD 83(1986)-  31 10 44.     (N)    096 17 01.     (W)     SCALED    
 BZ0404* NAVD 88     -       102.56   (+/-2cm)     336.5    (feet)  VERTCON   
 BZ0404  ___________________________________________________________________
 BZ0404  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BZ0404
 BZ0404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0404
 BZ0404.The horizontal coordinates were scaled from a topographic map and have
 BZ0404.an estimated accuracy of +/- 6 seconds.
 BZ0404
 BZ0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0404.The vertical order pertains to the NGVD 29 superseded value.
 BZ0404
 BZ0404.The geoid height was determined by GEOID03.
 BZ0404
 BZ0404;                    North         East    Units  Estimated Accuracy
 BZ0404;SPC TX C     - 3,174,660.    1,085,910.      MT  (+/- 180 meters Scaled)
 BZ0404
 BZ0404                          SUPERSEDED SURVEY CONTROL
 BZ0404
 BZ0404  NGVD 29 (??/??/92)  102.533  (m)          336.39   (f) ADJ UNCH    2 0
 BZ0404
 BZ0404.Superseded values are not recommended for survey control.
 BZ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0404.See file dsdata.txt to determine how the superseded data were derived.
 BZ0404
 BZ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV588526(NAD 83)
 BZ0404_MARKER: DB = BENCH MARK DISK
 BZ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0404_STAMPING: Z 197 1933
 BZ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0404+STABILITY: SURFACE MOTION
 BZ0404
 BZ0404  HISTORY     - Date     Condition        Report By
 BZ0404  HISTORY     - 1933     MONUMENTED       CGS
 BZ0404
 BZ0404                          STATION DESCRIPTION
 BZ0404
 BZ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0404'4.8 MI SW FROM MARQUEZ.
 BZ0404'4.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0404'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM MARQUEZ, LEON COUNTY, 25
 BZ0404'FEET WEST OF POLE 59/19, 50 FEET NORTHWEST OF THE CENTERLINE OF THE
 BZ0404'TRACK, 12 FEET WEST OF A 15-INCH OAK TREE, AND SET IN THE TOP OF A
 BZ0404'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1002 ***********************************************************************
 BZ1002  DESIGNATION -  Z 198
 BZ1002  PID         -  BZ1002
 BZ1002  STATE/COUNTY-  TX/CORYELL
 BZ1002  USGS QUAD   -  OGLESBY (1994)
 BZ1002
 BZ1002                         *CURRENT SURVEY CONTROL
 BZ1002  ___________________________________________________________________
 BZ1002* NAD 83(1986)-  31 22 32.     (N)    097 33 34.     (W)     SCALED    
 BZ1002* NAVD 88     -       199.179  (meters)     653.47   (feet)  ADJUSTED  
 BZ1002  ___________________________________________________________________
 BZ1002  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BZ1002  DYNAMIC HT  -         198.917 (meters)     652.61  (feet)  COMP
 BZ1002  MODELED GRAV-     979,319.5   (mgal)                       NAVD 88
 BZ1002
 BZ1002  VERT ORDER  -  SECOND    CLASS 0
 BZ1002
 BZ1002.The horizontal coordinates were scaled from a topographic map and have
 BZ1002.an estimated accuracy of +/- 6 seconds.
 BZ1002
 BZ1002.The orthometric height was determined by differential leveling
 BZ1002.and adjusted by the National Geodetic Survey in June 1991..
 BZ1002
 BZ1002.The geoid height was determined by GEOID03.
 BZ1002
 BZ1002.The dynamic height is computed by dividing the NAVD 88
 BZ1002.geopotential number by the normal gravity value computed on the
 BZ1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1002.degrees latitude (g = 980.6199 gals.).
 BZ1002
 BZ1002.The modeled gravity was interpolated from observed gravity values.
 BZ1002
 BZ1002;                    North         East    Units  Estimated Accuracy
 BZ1002;SPC TX C     - 3,192,730.      963,820.      MT  (+/- 180 meters Scaled)
 BZ1002
 BZ1002                          SUPERSEDED SURVEY CONTROL
 BZ1002
 BZ1002  NGVD 29 (??/??/92)  199.131  (m)          653.32   (f) ADJ UNCH    2 0
 BZ1002
 BZ1002.Superseded values are not recommended for survey control.
 BZ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1002.See file dsdata.txt to determine how the superseded data were derived.
 BZ1002
 BZ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV369721(NAD 83)
 BZ1002_MARKER: DB = BENCH MARK DISK
 BZ1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1002_STAMPING: Z 198 1933
 BZ1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1002+STABILITY: SURFACE MOTION
 BZ1002
 BZ1002  HISTORY     - Date     Condition        Report By
 BZ1002  HISTORY     - 1933     MONUMENTED       CGS
 BZ1002  HISTORY     - 1947     GOOD             NGS
 BZ1002
 BZ1002                          STATION DESCRIPTION
 BZ1002
 BZ1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ1002'5.2 MI SW FROM OGLESBY.
 BZ1002'5.2 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ1002'OGLESBY, CORYELL COUNTY, 17 FEET SOUTHEAST OF POLE 707+15, AND IN THE
 BZ1002'TOP OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 778, AND SET IN THE TOP
 BZ1002'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0334 ***********************************************************************
 BM0334  DESIGNATION -  Z 199
 BM0334  PID         -  BM0334
 BM0334  STATE/COUNTY-  TX/BELL
 BM0334  USGS QUAD   -  LITTLE RIVER (1978)
 BM0334
 BM0334                         *CURRENT SURVEY CONTROL
 BM0334  ___________________________________________________________________
 BM0334* NAD 83(1986)-  30 54 22.     (N)    097 22 21.     (W)     SCALED    
 BM0334* NAVD 88     -       161.314  (meters)     529.24   (feet)  ADJUSTED  
 BM0334  ___________________________________________________________________
 BM0334  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BM0334  DYNAMIC HT  -         161.101 (meters)     528.55  (feet)  COMP
 BM0334  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 BM0334
 BM0334  VERT ORDER  -  FIRST     CLASS II
 BM0334
 BM0334.The horizontal coordinates were scaled from a topographic map and have
 BM0334.an estimated accuracy of +/- 6 seconds.
 BM0334
 BM0334.The orthometric height was determined by differential leveling
 BM0334.and adjusted by the National Geodetic Survey in June 1991..
 BM0334
 BM0334.The geoid height was determined by GEOID03.
 BM0334
 BM0334.The dynamic height is computed by dividing the NAVD 88
 BM0334.geopotential number by the normal gravity value computed on the
 BM0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0334.degrees latitude (g = 980.6199 gals.).
 BM0334
 BM0334.The modeled gravity was interpolated from observed gravity values.
 BM0334
 BM0334;                    North         East    Units  Estimated Accuracy
 BM0334;SPC TX C     - 3,141,170.      982,980.      MT  (+/- 180 meters Scaled)
 BM0334
 BM0334                          SUPERSEDED SURVEY CONTROL
 BM0334
 BM0334  NGVD 29 (??/??/92)  161.212  (m)          528.91   (f) ADJ UNCH    1 2
 BM0334
 BM0334.Superseded values are not recommended for survey control.
 BM0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0334.See file dsdata.txt to determine how the superseded data were derived.
 BM0334
 BM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV555203(NAD 83)
 BM0334_MARKER: DB = BENCH MARK DISK
 BM0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0334_SP_SET: CULVERT
 BM0334_STAMPING: Z-199 1933
 BM0334_MARK LOGO: CGS   
 BM0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0334
 BM0334  HISTORY     - Date     Condition        Report By
 BM0334  HISTORY     - 1933     MONUMENTED       CGS
 BM0334  HISTORY     - 1980     GOOD             NGS
 BM0334  HISTORY     - 20010317 GOOD             USPSQD
 BM0334
 BM0334                          STATION DESCRIPTION
 BM0334
 BM0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0334'3.1 MI N FROM HOLLAND.
 BM0334'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, 100 YARDS NORTH OF MILEPOST
 BM0334'894, 18 FEET WEST OF CENTER OF TRACK, IN HEADWALL OF CONCRETE CULVERT.
 BM0334
 BM0334                          STATION RECOVERY (1980)
 BM0334
 BM0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0334'9.0 KM (5.6 MI) SOUTHWEST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0334'FARM ROAD 436 IN ACADEMY, ALSO 4.4 KM (2.75 MI) NORTHEAST ALONG STATE
 BM0334'HIGHWAY 95 FROM THE JUNCTION OF FARM ROAD 1123 IN HOLLAND, IN THE
 BM0334'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 BM0334'MISSOURI KANSAS AND TEXAS RAILROAD, 91.4 METERS (300 FT) WEST OF THE
 BM0334'CENTERLINE OF THE HIGHWAY, 91.4 METERS (300 FT) NORTH OF MILEPOST 894,
 BM0334'91.4 METERS (300 FT) NORTH OF RAILROAD SEMAPHORE NUMBER 893.9,
 BM0334'45.7 METERS (150 FT) WEST OF THE CENTERLINE OF OLD STATE HIGHWAY 95,
 BM0334'5.5 METERS (18.0 FT) WEST OF THE CENTER OF THE TRACKS.
 BM0334'THE MARK IS 1.3 M BELOW THE RAILROAD.
 BM0334
 BM0334                          STATION RECOVERY (2001)
 BM0334
 BM0334'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0604 ***********************************************************************
 BM0604  DESIGNATION -  Z 200
 BM0604  PID         -  BM0604
 BM0604  STATE/COUNTY-  TX/WILLIAMSON
 BM0604  USGS QUAD   -  JOLLYVILLE (1987)
 BM0604
 BM0604                         *CURRENT SURVEY CONTROL
 BM0604  ___________________________________________________________________
 BM0604* NAD 83(1986)-  30 28 50.     (N)    097 47 02.     (W)     SCALED    
 BM0604* NAVD 88     -       280.235  (meters)     919.40   (feet)  ADJUSTED  
 BM0604  ___________________________________________________________________
 BM0604  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BM0604  DYNAMIC HT  -         279.853 (meters)     918.15  (feet)  COMP
 BM0604  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 BM0604
 BM0604  VERT ORDER  -  SECOND    CLASS 0
 BM0604
 BM0604.The horizontal coordinates were scaled from a topographic map and have
 BM0604.an estimated accuracy of +/- 6 seconds.
 BM0604
 BM0604.The orthometric height was determined by differential leveling
 BM0604.and adjusted by the National Geodetic Survey in June 1991..
 BM0604
 BM0604.The geoid height was determined by GEOID03.
 BM0604
 BM0604.The dynamic height is computed by dividing the NAVD 88
 BM0604.geopotential number by the normal gravity value computed on the
 BM0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0604.degrees latitude (g = 980.6199 gals.).
 BM0604
 BM0604.The modeled gravity was interpolated from observed gravity values.
 BM0604
 BM0604;                    North         East    Units  Estimated Accuracy
 BM0604;SPC TX C     - 3,093,030.      944,750.      MT  (+/- 180 meters Scaled)
 BM0604
 BM0604                          SUPERSEDED SURVEY CONTROL
 BM0604
 BM0604  NGVD 29 (??/??/92)  280.158  (m)          919.15   (f) ADJ UNCH    2 0
 BM0604
 BM0604.Superseded values are not recommended for survey control.
 BM0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0604.See file dsdata.txt to determine how the superseded data were derived.
 BM0604
 BM0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU167726(NAD 83)
 BM0604_MARKER: DB = BENCH MARK DISK
 BM0604_SETTING: 66 = SET IN ROCK OUTCROP
 BM0604_SP_SET: OUTCROP
 BM0604_STAMPING: Z-200 1933
 BM0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0604+STABILITY: POSITION/ELEVATION WELL
 BM0604
 BM0604  HISTORY     - Date     Condition        Report By
 BM0604  HISTORY     - 1933     MONUMENTED       CGS
 BM0604  HISTORY     - 1968     MARK NOT FOUND   USGS
 BM0604  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 BM0604
 BM0604                          STATION DESCRIPTION
 BM0604
 BM0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0604'4.0 MI SE FROM CEDAR PARK.
 BM0604'ALONG TEXAS AND NEW ORLEANS RAILROAD, 58 FEET NORTHWEST OF MILEPOST
 BM0604'22, 875 FEET NORTHWEST OF WEST SWITCH AT RUTLEDGE, 43 FEET SOUTHWEST
 BM0604'OF CENTER OF TRACK, 5 FEET NORTHEAST OF RIGHT OF WAY FENCE.  NOTE--
 BM0604'RD. WORK IN AREA.
 BM0604
 BM0604                          STATION RECOVERY (1968)
 BM0604
 BM0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BM0604'MARK NOT FOUND.
 BM0604
 BM0604                          STATION RECOVERY (2004)
 BM0604
 BM0604'RECOVERY NOTE BY US POWER SQUADRON 2004 (DOR)
 BM0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0648 ***********************************************************************
 BM0648  DESIGNATION -  Z 201 RESET 1956
 BM0648  PID         -  BM0648
 BM0648  STATE/COUNTY-  TX/TRAVIS
 BM0648  USGS QUAD   -  SIGNAL HILL (1986)
 BM0648
 BM0648                         *CURRENT SURVEY CONTROL
 BM0648  ___________________________________________________________________
 BM0648* NAD 83(1986)-  30 13 19.     (N)    097 57 19.     (W)     SCALED    
 BM0648* NAVD 88     -       330.84   (meters)    1085.4    (feet)  RESET     
 BM0648  ___________________________________________________________________
 BM0648  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 BM0648
 BM0648  VERT ORDER  -  THIRD
 BM0648
 BM0648.The horizontal coordinates were scaled from a topographic map and have
 BM0648.an estimated accuracy of +/- 6 seconds.
 BM0648
 BM0648.The orthometric height was computed from unverified reset data.
 BM0648
 BM0648.The geoid height was determined by GEOID03.
 BM0648
 BM0648;                    North         East    Units  Estimated Accuracy
 BM0648;SPC TX C     - 3,064,000.      928,910.      MT  (+/- 180 meters Scaled)
 BM0648
 BM0648                          SUPERSEDED SURVEY CONTROL
 BM0648
 BM0648.No superseded survey control is available for this station.
 BM0648
 BM0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU005438(NAD 83)
 BM0648_MARKER: DB = BENCH MARK DISK
 BM0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0648_STAMPING: Z 201 1933 RESET 1956
 BM0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0648+STABILITY: SURFACE MOTION
 BM0648
 BM0648  HISTORY     - Date     Condition        Report By
 BM0648  HISTORY     - 1956     MONUMENTED       TXHD
 BM0648  HISTORY     - 1956     GOOD             NGS
 BM0648  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM0648
 BM0648                          STATION DESCRIPTION
 BM0648
 BM0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BM0648'IN CEDAR VALLEY.
 BM0648'AT CEDAR VALLEY, TRAVIS COUNTY, ON U.S. HIGHWAY NO. 290, ABOUT 50
 BM0648'YARDS WEST OF THE CENTERLINE OF A ROAD LEADING NORTH FROM THE HIGHWAY
 BM0648'TO THE CEDAR VALLEY POST OFFICE, 22 YARDS WEST OF A POINT IN RANGE
 BM0648'WITH THE WEST SIDE OF THE CEDAR VALLEY STORE, ABOUT 6 FEET BELOW THE
 BM0648'LEVEL OF THE STORE, IN THE NORTH SIDE OF THE HIGHWAY 3 FEET SOUTH OF
 BM0648'THE NORTH RIGHT-OF-WAY FENCE LINE AND 3 FEET SOUTHWEST OF A CORNER
 BM0648'POST.  IT IS MARKED WITH A STANDARD DISK IN CONCRETE FLUSH WITH THE
 BM0648'SURFACE OF THE GROUND AND IS ABOUT 3 INCHES SOUTH OF A 4 X 4 POST
 BM0648'WHICH IS EMBEDDED IN THE MONUMENT.  NOTE-- THE 4 X 4 IS MARKED
 BM0648'E1.1085.20.
 BM0648
 BM0648                          STATION RECOVERY (2001)
 BM0648
 BM0648'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 BM0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0145 ***********************************************************************
 BN0145  DESIGNATION -  Z 202
 BN0145  PID         -  BN0145
 BN0145  STATE/COUNTY-  TX/GILLESPIE
 BN0145  USGS QUAD   -  HYE (1961)
 BN0145
 BN0145                         *CURRENT SURVEY CONTROL
 BN0145  ___________________________________________________________________
 BN0145* NAD 83(1986)-  30 14 23.     (N)    098 36 28.     (W)     SCALED    
 BN0145* NAVD 88     -       424.534  (meters)    1392.83   (feet)  POSTED    
 BN0145  ___________________________________________________________________
 BN0145  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BN0145  DYNAMIC HT  -         423.950 (meters)    1390.91  (feet)  COMP
 BN0145  MODELED GRAV-     979,246.4   (mgal)                       NAVD 88
 BN0145
 BN0145  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0145
 BN0145.The horizontal coordinates were scaled from a topographic map and have
 BN0145.an estimated accuracy of +/- 6 seconds.
 BN0145
 BN0145.The orthometric height was determined by differential leveling
 BN0145.and adjusted by the National Geodetic Survey in 1992..
 BN0145.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0145.rate of 1.1 thru 2.0 mm/km.
 BN0145
 BN0145.The geoid height was determined by GEOID03.
 BN0145
 BN0145.The dynamic height is computed by dividing the NAVD 88
 BN0145.geopotential number by the normal gravity value computed on the
 BN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0145.degrees latitude (g = 980.6199 gals.).
 BN0145
 BN0145.The modeled gravity was interpolated from observed gravity values.
 BN0145
 BN0145;                    North         East    Units  Estimated Accuracy
 BN0145;SPC TX C     - 3,064,820.      866,080.      MT  (+/- 180 meters Scaled)
 BN0145
 BN0145                          SUPERSEDED SURVEY CONTROL
 BN0145
 BN0145  NGVD 29 (??/??/92)  424.481  (m)         1392.65   (f) ADJ UNCH    2 0
 BN0145
 BN0145.Superseded values are not recommended for survey control.
 BN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0145.See file dsdata.txt to determine how the superseded data were derived.
 BN0145
 BN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU377454(NAD 83)
 BN0145_MARKER: DB = BENCH MARK DISK
 BN0145_SETTING: 66 = SET IN ROCK OUTCROP
 BN0145_SP_SET: ROCK OUTCROP
 BN0145_STAMPING: Z 202 1933
 BN0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0145+STABILITY: POSITION/ELEVATION WELL
 BN0145
 BN0145  HISTORY     - Date     Condition        Report By
 BN0145  HISTORY     - 1933     MONUMENTED       CGS
 BN0145  HISTORY     - 1964     GOOD             NGS
 BN0145  HISTORY     - 19930514 MARK NOT FOUND   USPSQD
 BN0145
 BN0145                          STATION DESCRIPTION
 BN0145
 BN0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BN0145'3.9 MI E FROM STONEWALL.
 BN0145'FROM THE MAIN GATE ENTRANCE TO THE LBJ (PRESIDENT JOHNSON) RANCH ON
 BN0145'TEXAS RANCH ROAD 1 (PEDERNALES LOOP ROAD) GO EAST FOR 0.85 MILES TO
 BN0145'T-ROAD SOUTH.  CONTINUE EAST, STRAIGHT AHEAD, FOR 0.3 MILES TO LIVE
 BN0145'OAK TREE ON LEFT SIDE OF ROAD WITH THE LETTERS BM PAINTED ON THE
 BN0145'TRUNK.  THE MARK IS 139 FEET NORTHWEST OF THE CENTER LINE OF ROAD. 200
 BN0145'FEET SOUTHEAST OF THE PEDERNALES RIVER AND ABOUT 2 FEET NORTH OF THE
 BN0145'LETTERS BM PAINTED ON ROCK OUTCROP IN WHICH THE MARK IS SET.  A
 BN0145'STANDARD DISK, STAMPED Z 202 1933.
 BN0145
 BN0145                          STATION RECOVERY (1993)
 BN0145
 BN0145'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0289 ***********************************************************************
 AJ0289  DESIGNATION -  Z 203
 AJ0289  PID         -  AJ0289
 AJ0289  STATE/COUNTY-  TX/BROOKS
 AJ0289  USGS QUAD   -  PREMONT WEST (1963)
 AJ0289
 AJ0289                         *CURRENT SURVEY CONTROL
 AJ0289  ___________________________________________________________________
 AJ0289* NAD 83(1986)-  27 15 35.     (N)    098 10 10.     (W)     SCALED    
 AJ0289* NAVD 88     -        41.486  (meters)     136.11   (feet)  ADJUSTED  
 AJ0289  ___________________________________________________________________
 AJ0289  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AJ0289  DYNAMIC HT  -          41.420 (meters)     135.89  (feet)  COMP
 AJ0289  MODELED GRAV-     979,067.8   (mgal)                       NAVD 88
 AJ0289
 AJ0289  VERT ORDER  -  SECOND    CLASS 0
 AJ0289
 AJ0289.The horizontal coordinates were scaled from a topographic map and have
 AJ0289.an estimated accuracy of +/- 6 seconds.
 AJ0289
 AJ0289.The orthometric height was determined by differential leveling
 AJ0289.and adjusted by the National Geodetic Survey in June 1991..
 AJ0289
 AJ0289.The geoid height was determined by GEOID03.
 AJ0289
 AJ0289.The dynamic height is computed by dividing the NAVD 88
 AJ0289.geopotential number by the normal gravity value computed on the
 AJ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0289.degrees latitude (g = 980.6199 gals.).
 AJ0289
 AJ0289.The modeled gravity was interpolated from observed gravity values.
 AJ0289
 AJ0289;                    North         East    Units  Estimated Accuracy
 AJ0289;SPC TX S     - 5,176,540.      332,730.      MT  (+/- 180 meters Scaled)
 AJ0289
 AJ0289                          SUPERSEDED SURVEY CONTROL
 AJ0289
 AJ0289  NGVD 29 (??/??/92)   41.587  (m)          136.44   (f) ADJ UNCH    2 0
 AJ0289
 AJ0289.Superseded values are not recommended for survey control.
 AJ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0289.See file dsdata.txt to determine how the superseded data were derived.
 AJ0289
 AJ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR822154(NAD 83)
 AJ0289_MARKER: DB = BENCH MARK DISK
 AJ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0289_STAMPING: Z 203 1934
 AJ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0289+STABILITY: SURFACE MOTION
 AJ0289
 AJ0289  HISTORY     - Date     Condition        Report By
 AJ0289  HISTORY     - 1934     MONUMENTED       CGS
 AJ0289  HISTORY     - 1963     GOOD             USGS
 AJ0289
 AJ0289                          STATION DESCRIPTION
 AJ0289
 AJ0289'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AJ0289'3.8 MI NW FROM FALFURRIAS.
 AJ0289'ABOUT 1.8 MILE WEST ALONG STATE HIGHWAY 285 FROM ITS INTERSECTION WITH
 AJ0289'U.S. 281 IN FALFURRIAS, BROOKS COUNTY, THENCE NORTH ALONG FARM ROAD
 AJ0289'754 ABOUT 2.0 MILES TO BEND IN ROAD.  AT A RIGHT ANGLE TURN, 20 FEET
 AJ0289'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, AT A FENCE CORNER, IN
 AJ0289'LINE WITH THE CENTER LINE OF AN EAST-WEST ROAD 4 FEET SOUTH OF A FENCE
 AJ0289'SOUTH OF A PRIVATE ROAD.  STANDARD DISK STAMPED Z 203 1934 AND SET IN
 AJ0289'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0013 ***********************************************************************
 BM0013  DESIGNATION -  Z 204
 BM0013  PID         -  BM0013
 BM0013  STATE/COUNTY-  TX/MADISON
 BM0013  USGS QUAD   -  NORTH ZULCH (1989)
 BM0013
 BM0013                         *CURRENT SURVEY CONTROL
 BM0013  ___________________________________________________________________
 BM0013* NAD 83(1986)-  30 54 50.     (N)    096 00 08.     (W)     SCALED    
 BM0013* NAVD 88     -        92.24   (+/-2cm)     302.6    (feet)  VERTCON   
 BM0013  ___________________________________________________________________
 BM0013  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BM0013
 BM0013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0013
 BM0013.The horizontal coordinates were scaled from a topographic map and have
 BM0013.an estimated accuracy of +/- 6 seconds.
 BM0013
 BM0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0013.The vertical order pertains to the NGVD 29 superseded value.
 BM0013
 BM0013.The geoid height was determined by GEOID03.
 BM0013
 BM0013;                    North         East    Units  Estimated Accuracy
 BM0013;SPC TX C     - 3,146,320.    1,113,860.      MT  (+/- 180 meters Scaled)
 BM0013
 BM0013                          SUPERSEDED SURVEY CONTROL
 BM0013
 BM0013  NGVD 29 (??/??/92)   92.223  (m)          302.57   (f) ADJ UNCH    2 0
 BM0013
 BM0013.Superseded values are not recommended for survey control.
 BM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0013.See file dsdata.txt to determine how the superseded data were derived.
 BM0013
 BM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV865239(NAD 83)
 BM0013_MARKER: DB = BENCH MARK DISK
 BM0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0013_STAMPING: 302.568 Z 204 1933
 BM0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0013+STABILITY: SURFACE MOTION
 BM0013
 BM0013  HISTORY     - Date     Condition        Report By
 BM0013  HISTORY     - 1933     MONUMENTED       CGS
 BM0013  HISTORY     - 1962     GOOD             USGS
 BM0013
 BM0013                          STATION DESCRIPTION
 BM0013
 BM0013'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BM0013'6.0 MI W FROM MADISONVILLE.
 BM0013'MADISONVILLE, COURTHOUSE, 6.4 MI. S.W. ALONG U. S. HWY. NO. 190, AT
 BM0013'THE COMMUNITY OF COTTONWOOD.  145 FT. N. OF CENTERLINE OF HWY., 85 FT.
 BM0013'S.W. OF S.W. CORNER OF ABD. SCHOOL BLDG., AND 9 FT S. OF A FEN. COR.
 BM0013'U.S.C. AND G.S. STD. TAB. SET IN CONC. POST PROJ. 0.4 FT. STAMPED
 BM0013'302.568 Z 204 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0079 ***********************************************************************
 BM0079  DESIGNATION -  Z 206
 BM0079  PID         -  BM0079
 BM0079  STATE/COUNTY-  TX/WALLER
 BM0079  USGS QUAD   -  HOWTH (1979)
 BM0079
 BM0079                         *CURRENT SURVEY CONTROL
 BM0079  ___________________________________________________________________
 BM0079* NAD 83(1986)-  30 09 58.     (N)    096 04 25.     (W)     SCALED    
 BM0079* NAVD 88     -        83.61   (+/-2cm)     274.3    (feet)  VERTCON   
 BM0079  ___________________________________________________________________
 BM0079  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BM0079
 BM0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0079
 BM0079.The horizontal coordinates were scaled from a topographic map and have
 BM0079.an estimated accuracy of +/- 6 seconds.
 BM0079
 BM0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0079.The vertical order pertains to the NGVD 29 superseded value.
 BM0079
 BM0079.The geoid height was determined by GEOID03.
 BM0079
 BM0079;                    North         East    Units  Estimated Accuracy
 BM0079;SPC TXSC     - 4,262,070.      881,850.      MT  (+/- 180 meters Scaled)
 BM0079
 BM0079                          SUPERSEDED SURVEY CONTROL
 BM0079
 BM0079  NGVD 29 (??/??/92)   83.595  (m)          274.26   (f) ADJ UNCH    2 0
 BM0079
 BM0079.Superseded values are not recommended for survey control.
 BM0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0079.See file dsdata.txt to determine how the superseded data were derived.
 BM0079
 BM0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU818408(NAD 83)
 BM0079_MARKER: DB = BENCH MARK DISK
 BM0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0079_STAMPING: Z 206 1933 274.333
 BM0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0079+STABILITY: SURFACE MOTION
 BM0079
 BM0079  HISTORY     - Date     Condition        Report By
 BM0079  HISTORY     - 1933     MONUMENTED       CGS
 BM0079  HISTORY     - 1954     GOOD             NGS
 BM0079  HISTORY     - 19910714 GOOD             USPSQD
 BM0079  HISTORY     - 20050915 GOOD             GEOCAC
 BM0079
 BM0079                          STATION DESCRIPTION
 BM0079
 BM0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0079'0.5 MI N FROM HOWTH.
 BM0079'0.5 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0079'STATION SIGN AT HOWTH, 100 FEET WEST OF THE WEST RAIL, 31 FEET WEST OF
 BM0079'THE CENTER LINE OF A GRAVELED ROAD, 0.1 MILE NORTH OF FARM ROAD 1736,
 BM0079'2 FEET SOUTH OF A FENCE, 10 FEET WEST OF A WITNESS POST, SET IN THE
 BM0079'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0079
 BM0079                          STATION RECOVERY (1991)
 BM0079
 BM0079'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0079'RECOVERED IN GOOD CONDITION.
 BM0079
 BM0079                          STATION RECOVERY (2005)
 BM0079
 BM0079'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BM0079'MARK IS ABOUT 8 FEET WEST OF A FENCE AND 3 FEET SOUTH-SOUTHWEST OF AN
 BM0079'OLD FENCE POST. LAT/LON BY HANDHELD GPS(NAD83) N30 09 57.7 W096 04
 BM0079'31.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0224 ***********************************************************************
 BM0224  DESIGNATION -  Z 207
 BM0224  PID         -  BM0224
 BM0224  STATE/COUNTY-  TX/BURLESON
 BM0224  USGS QUAD   -  LYONS (1989)
 BM0224
 BM0224                         *CURRENT SURVEY CONTROL
 BM0224  ___________________________________________________________________
 BM0224* NAD 83(1986)-  30 24 30.     (N)    096 34 56.     (W)     SCALED    
 BM0224* NAVD 88     -        83.11   (+/-2cm)     272.7    (feet)  VERTCON   
 BM0224  ___________________________________________________________________
 BM0224  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BM0224
 BM0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0224
 BM0224.The horizontal coordinates were scaled from a topographic map and have
 BM0224.an estimated accuracy of +/- 6 seconds.
 BM0224
 BM0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0224.The vertical order pertains to the NGVD 29 superseded value.
 BM0224
 BM0224.The geoid height was determined by GEOID03.
 BM0224
 BM0224;                    North         East    Units  Estimated Accuracy
 BM0224;SPC TX C     - 3,088,300.    1,060,350.      MT  (+/- 180 meters Scaled)
 BM0224
 BM0224                          SUPERSEDED SURVEY CONTROL
 BM0224
 BM0224  NGVD 29 (??/??/92)   83.068  (m)          272.53   (f) ADJ UNCH    2 0
 BM0224
 BM0224.Superseded values are not recommended for survey control.
 BM0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0224.See file dsdata.txt to determine how the superseded data were derived.
 BM0224
 BM0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU322665(NAD 83)
 BM0224_MARKER: DB = BENCH MARK DISK
 BM0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0224_SP_SET: ABUTMENT
 BM0224_STAMPING: Z-207 1934
 BM0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0224
 BM0224  HISTORY     - Date     Condition        Report By
 BM0224  HISTORY     - 1934     MONUMENTED       CGS
 BM0224
 BM0224                          STATION DESCRIPTION
 BM0224
 BM0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0224'2.1 MI NW FROM LYONS.
 BM0224'2.1 MILES NORTHWEST OF, ALONG GULF, COLORADO AND SANTA FE, RAILROAD AT
 BM0224'CONCRETE RAILROAD BRIDGE 146 B, SET HORIZONTAL ON THE WEST END OF THE
 BM0224'NORTHWEST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0692 ***********************************************************************
 AX0692  DESIGNATION -  Z 209
 AX0692  PID         -  AX0692
 AX0692  STATE/COUNTY-  TX/LAVACA
 AX0692  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0692
 AX0692                         *CURRENT SURVEY CONTROL
 AX0692  ___________________________________________________________________
 AX0692* NAD 83(1986)-  29 23 31.     (N)    096 59 37.     (W)     SCALED    
 AX0692* NAVD 88     -        80.98   (+/-2cm)     265.7    (feet)  VERTCON   
 AX0692  ___________________________________________________________________
 AX0692  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0692
 AX0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0692
 AX0692.The horizontal coordinates were scaled from a topographic map and have
 AX0692.an estimated accuracy of +/- 6 seconds.
 AX0692
 AX0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0692.The vertical order pertains to the NGVD 29 superseded value.
 AX0692
 AX0692.The geoid height was determined by GEOID03.
 AX0692
 AX0692;                    North         East    Units  Estimated Accuracy
 AX0692;SPC TXSC     - 4,174,410.      794,720.      MT  (+/- 180 meters Scaled)
 AX0692
 AX0692                          SUPERSEDED SURVEY CONTROL
 AX0692
 AX0692  NGVD 29 (??/??/92)   80.976  (m)          265.67   (f) ADJ UNCH    2 0
 AX0692
 AX0692.Superseded values are not recommended for survey control.
 AX0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0692.See file dsdata.txt to determine how the superseded data were derived.
 AX0692
 AX0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT947530(NAD 83)
 AX0692_MARKER: DB = BENCH MARK DISK
 AX0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0692_STAMPING: 265.705 Z 209 1934
 AX0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0692+STABILITY: SURFACE MOTION
 AX0692
 AX0692  HISTORY     - Date     Condition        Report By
 AX0692  HISTORY     - 1934     MONUMENTED       CGS
 AX0692
 AX0692                          STATION DESCRIPTION
 AX0692
 AX0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0692'4.9 MI SW FROM HALLETTSVILLE.
 AX0692'ABOUT 4.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AX0692'FROM THE STATION AT HALLETTSVILLE, LAVACA COUNTY, ABOUT 1.0 MILE
 AX0692'NORTHEAST OF MONT, ABOUT 0.1 MILE NORTHEAST OF MILEPOST 106, AT A
 AX0692'DIRT-ROAD CROSSING, 32.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AX0692'ROAD, 27.5 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 18 FEET
 AX0692'NORTHWEST OF A FENCE CORNER, 1.7 FEET SOUTHWEST OF THE CATTLE GUARD
 AX0692'FENCE, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2.5
 AX0692'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 265.705 Z 209
 AX0692'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 AX0692'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0509 ***********************************************************************
 CC0509  DESIGNATION -  Z 21
 CC0509  PID         -  CC0509
 CC0509  STATE/COUNTY-  TX/REEVES
 CC0509  USGS QUAD   -  MENTONE (1981)
 CC0509
 CC0509                         *CURRENT SURVEY CONTROL
 CC0509  ___________________________________________________________________
 CC0509* NAD 83(1986)-  31 38 49.     (N)    103 36 41.     (W)     SCALED    
 CC0509* NAVD 88     -       817.198  (meters)    2681.09   (feet)  ADJUSTED  
 CC0509  ___________________________________________________________________
 CC0509  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CC0509  DYNAMIC HT  -         815.999 (meters)    2677.16  (feet)  COMP
 CC0509  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 CC0509
 CC0509  VERT ORDER  -  FIRST     CLASS II
 CC0509
 CC0509.The horizontal coordinates were scaled from a topographic map and have
 CC0509.an estimated accuracy of +/- 6 seconds.
 CC0509
 CC0509.The orthometric height was determined by differential leveling
 CC0509.and adjusted by the National Geodetic Survey in June 1991..
 CC0509
 CC0509.The geoid height was determined by GEOID03.
 CC0509
 CC0509.The dynamic height is computed by dividing the NAVD 88
 CC0509.geopotential number by the normal gravity value computed on the
 CC0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0509.degrees latitude (g = 980.6199 gals.).
 CC0509
 CC0509.The modeled gravity was interpolated from observed gravity values.
 CC0509
 CC0509;                    North         East    Units  Estimated Accuracy
 CC0509;SPC TX C     - 3,224,110.      389,130.      MT  (+/- 180 meters Scaled)
 CC0509
 CC0509                          SUPERSEDED SURVEY CONTROL
 CC0509
 CC0509  NGVD 29 (??/??/92)  816.798  (m)         2679.78   (f) ADJ UNCH    1 2
 CC0509
 CC0509.Superseded values are not recommended for survey control.
 CC0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0509.See file dsdata.txt to determine how the superseded data were derived.
 CC0509
 CC0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR316021(NAD 83)
 CC0509_MARKER: DB = BENCH MARK DISK
 CC0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0509_STAMPING: Z 21 1917 ELEV 2679.778 FT
 CC0509_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0509+STABILITY: SURFACE MOTION
 CC0509
 CC0509  HISTORY     - Date     Condition        Report By
 CC0509  HISTORY     - 1917     MONUMENTED       CGS
 CC0509  HISTORY     - 1956     GOOD             NGS
 CC0509  HISTORY     - 1981     GOOD             NGS
 CC0509
 CC0509                          STATION DESCRIPTION
 CC0509
 CC0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0509'2.0 MI SE FROM ARNO.
 CC0509'2.0 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0509'SECTION FOREMANS HOUSE AT ARNO, 3.4 FEET EAST OF THE 5TH POLE
 CC0509'SOUTHEAST OF MILEPOST 253, 28.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 CC0509'45 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 2 FEET
 CC0509'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0509'PROJECTS 1.2 FEET ABOVE THE GROUND.
 CC0509
 CC0509                          STATION RECOVERY (1981)
 CC0509
 CC0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0509'29.0 KM (18.0 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0509'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0509'PECOS, 0.3 KM (0.2 MI) SOUTHEAST OF MILE POST 253, AT A CURVE IN A
 CC0509'GRAVELED ROAD, 11.3 METERS (37.0 FT) NORTHEAST OF THE CENTER OF THE
 CC0509'ROAD, 8.8 METERS (28.8 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.6 METER
 CC0509'(2.0 FT) NORTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0509'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CC0509'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0160 ***********************************************************************
 CB0160  DESIGNATION -  Z 210
 CB0160  PID         -  CB0160
 CB0160  STATE/COUNTY-  TX/SCHLEICHER
 CB0160  USGS QUAD   -  HULLDALE (1987)
 CB0160
 CB0160                         *CURRENT SURVEY CONTROL
 CB0160  ___________________________________________________________________
 CB0160* NAD 83(1986)-  31 02 38.     (N)    100 31 32.     (W)     SCALED    
 CB0160* NAVD 88     -       671.549  (meters)    2203.24   (feet)  ADJUSTED  
 CB0160  ___________________________________________________________________
 CB0160  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CB0160  DYNAMIC HT  -         670.615 (meters)    2200.18  (feet)  COMP
 CB0160  MODELED GRAV-     979,227.4   (mgal)                       NAVD 88
 CB0160
 CB0160  VERT ORDER  -  SECOND    CLASS 0
 CB0160
 CB0160.The horizontal coordinates were scaled from a topographic map and have
 CB0160.an estimated accuracy of +/- 6 seconds.
 CB0160
 CB0160.The orthometric height was determined by differential leveling
 CB0160.and adjusted by the National Geodetic Survey in June 1991..
 CB0160
 CB0160.The geoid height was determined by GEOID03.
 CB0160
 CB0160.The dynamic height is computed by dividing the NAVD 88
 CB0160.geopotential number by the normal gravity value computed on the
 CB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0160.degrees latitude (g = 980.6199 gals.).
 CB0160
 CB0160.The modeled gravity was interpolated from observed gravity values.
 CB0160
 CB0160;                    North         East    Units  Estimated Accuracy
 CB0160;SPC TX C     - 3,152,690.      681,650.      MT  (+/- 180 meters Scaled)
 CB0160
 CB0160                          SUPERSEDED SURVEY CONTROL
 CB0160
 CB0160  NGVD 29 (??/??/92)  671.360  (m)         2202.62   (f) ADJ UNCH    2 0
 CB0160
 CB0160.Superseded values are not recommended for survey control.
 CB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0160.See file dsdata.txt to determine how the superseded data were derived.
 CB0160
 CB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV544354(NAD 83)
 CB0160_MARKER: DB = BENCH MARK DISK
 CB0160_SETTING: 66 = SET IN ROCK OUTCROP
 CB0160_SP_SET: ROCK OUTCROP
 CB0160_STAMPING: 2202.620 Z 210 1934
 CB0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0160+STABILITY: POSITION/ELEVATION WELL
 CB0160
 CB0160  HISTORY     - Date     Condition        Report By
 CB0160  HISTORY     - 1934     MONUMENTED       CGS
 CB0160  HISTORY     - 1940     GOOD             NGS
 CB0160
 CB0160                          STATION DESCRIPTION
 CB0160
 CB0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0160'10.7 MI S FROM CHRISTOVAL.
 CB0160'IN SCHLEICHER COUNTY, 10.7 MILES SOUTH ALONG U. S. HIGHWAY 277 FROM
 CB0160'CHRISTOVAL, TOM GREEN COUNTY, 135 FEET WEST OF THE CENTERLINE OF THE
 CB0160'HIGHWAY, 55 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A
 CB0160'ROCK OUTCROP.  A STANDARD DISK, STAMPED 2202.620 Z 210 1934.
 CB0160
 CB0160                          STATION RECOVERY (1940)
 CB0160
 CB0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0047 ***********************************************************************
 CB0047  DESIGNATION -  Z 211
 CB0047  PID         -  CB0047
 CB0047  STATE/COUNTY-  TX/RUNNELS
 CB0047  USGS QUAD   -  LOWAKE (1984)
 CB0047
 CB0047                         *CURRENT SURVEY CONTROL
 CB0047  ___________________________________________________________________
 CB0047* NAD 83(1986)-  31 37 09.     (N)    100 07 01.     (W)     SCALED    
 CB0047* NAVD 88     -       540.733  (meters)    1774.05   (feet)  ADJUSTED  
 CB0047  ___________________________________________________________________
 CB0047  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 CB0047  DYNAMIC HT  -         540.010 (meters)    1771.68  (feet)  COMP
 CB0047  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 CB0047
 CB0047  VERT ORDER  -  SECOND    CLASS 0
 CB0047
 CB0047.The horizontal coordinates were scaled from a topographic map and have
 CB0047.an estimated accuracy of +/- 6 seconds.
 CB0047
 CB0047.The orthometric height was determined by differential leveling
 CB0047.and adjusted by the National Geodetic Survey in June 1991..
 CB0047
 CB0047.The geoid height was determined by GEOID03.
 CB0047
 CB0047.The dynamic height is computed by dividing the NAVD 88
 CB0047.geopotential number by the normal gravity value computed on the
 CB0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0047.degrees latitude (g = 980.6199 gals.).
 CB0047
 CB0047.The modeled gravity was interpolated from observed gravity values.
 CB0047
 CB0047;                    North         East    Units  Estimated Accuracy
 CB0047;SPC TX C     - 3,216,470.      720,530.      MT  (+/- 180 meters Scaled)
 CB0047
 CB0047                          SUPERSEDED SURVEY CONTROL
 CB0047
 CB0047  NGVD 29 (??/??/92)  540.608  (m)         1773.64   (f) ADJ UNCH    2 0
 CB0047
 CB0047.Superseded values are not recommended for survey control.
 CB0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0047.See file dsdata.txt to determine how the superseded data were derived.
 CB0047
 CB0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV940987(NAD 83)
 CB0047_MARKER: DB = BENCH MARK DISK
 CB0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0047_STAMPING: 1773.556 Z 211 1934
 CB0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0047+STABILITY: SURFACE MOTION
 CB0047
 CB0047  HISTORY     - Date     Condition        Report By
 CB0047  HISTORY     - 1934     MONUMENTED       CGS
 CB0047  HISTORY     - 1940     GOOD             NGS
 CB0047
 CB0047                          STATION DESCRIPTION
 CB0047
 CB0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0047'4.1 MI NE FROM MILES.
 CB0047'4.1 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0047'MILES, RUNNELS COUNTY, 250 FEET SOUTHWEST OF MILEPOST 50, 38 FEET
 CB0047'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 12 FEET NORTHWEST OF THE
 CB0047'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1773.556 Z 211 1934 AND
 CB0047'SET IN THE TOP OF A CONCRETE POST.
 CB0047
 CB0047                          STATION RECOVERY (1940)
 CB0047
 CB0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0369 ***********************************************************************
 AX0369  DESIGNATION -  Z 212
 AX0369  PID         -  AX0369
 AX0369  STATE/COUNTY-  TX/WHARTON
 AX0369  USGS QUAD   -  BONUS (1981)
 AX0369
 AX0369                         *CURRENT SURVEY CONTROL
 AX0369  ___________________________________________________________________
 AX0369* NAD 83(1986)-  29 25 05.     (N)    096 15 08.     (W)     SCALED    
 AX0369* NAVD 88     -        41.79   (+/-2cm)     137.1    (feet)  VERTCON   
 AX0369  ___________________________________________________________________
 AX0369  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0369
 AX0369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0369
 AX0369.The horizontal coordinates were scaled from a topographic map and have
 AX0369.an estimated accuracy of +/- 6 seconds.
 AX0369
 AX0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0369.The vertical order pertains to the NGVD 29 superseded value.
 AX0369
 AX0369.The geoid height was determined by GEOID03.
 AX0369
 AX0369;                    North         East    Units  Estimated Accuracy
 AX0369;SPC TXSC     - 4,178,760.      866,600.      MT  (+/- 180 meters Scaled)
 AX0369
 AX0369                          SUPERSEDED SURVEY CONTROL
 AX0369
 AX0369  NGVD 29 (??/??/92)   41.786  (m)          137.09   (f) ADJ UNCH    2 0
 AX0369
 AX0369.Superseded values are not recommended for survey control.
 AX0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0369.See file dsdata.txt to determine how the superseded data were derived.
 AX0369
 AX0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT666574(NAD 83)
 AX0369_MARKER: DB = BENCH MARK DISK
 AX0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0369_STAMPING: 136.922 Z 212 1934
 AX0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0369+STABILITY: SURFACE MOTION
 AX0369
 AX0369  HISTORY     - Date     Condition        Report By
 AX0369  HISTORY     - 1934     MONUMENTED       CGS
 AX0369  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0369
 AX0369                          STATION DESCRIPTION
 AX0369
 AX0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0369'1.5 MI NW FROM EGYPT.
 AX0369'ABOUT 1.5 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AX0369'RAILWAY FROM THE STATION AT EGYPT, WHARTON COUNTY, ABOUT 100 YARDS
 AX0369'NORTHWEST OF MILE POLE 31, AT A FARM-ROAD CROSSING, ABOUT 45 FEET
 AX0369'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 10 FEET SOUTHEAST OF
 AX0369'THE SOUTHEAST GATEPOST.  A STANDARD DISK, STAMPED 136.922 Z 212 1934
 AX0369'AND SET IN THE TOP OF A CONCRETE POST.
 AX0369
 AX0369                          STATION RECOVERY (1990)
 AX0369
 AX0369'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0676 ***********************************************************************
 CT0676  DESIGNATION -  Z 212
 CT0676  PID         -  CT0676
 CT0676  STATE/COUNTY-  TX/TAYLOR
 CT0676  USGS QUAD   -  TUSCOLA (1967)
 CT0676
 CT0676                         *CURRENT SURVEY CONTROL
 CT0676  ___________________________________________________________________
 CT0676* NAD 83(1986)-  32 10 18.     (N)    099 48 31.     (W)     SCALED    
 CT0676* NAVD 88     -       618.309  (meters)    2028.57   (feet)  ADJUSTED  
 CT0676  ___________________________________________________________________
 CT0676  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CT0676  DYNAMIC HT  -         617.503 (meters)    2025.92  (feet)  COMP
 CT0676  MODELED GRAV-     979,314.5   (mgal)                       NAVD 88
 CT0676
 CT0676  VERT ORDER  -  SECOND    CLASS 0
 CT0676
 CT0676.The horizontal coordinates were scaled from a topographic map and have
 CT0676.an estimated accuracy of +/- 6 seconds.
 CT0676
 CT0676.The orthometric height was determined by differential leveling
 CT0676.and adjusted by the National Geodetic Survey in June 1991..
 CT0676.WARNING-Repeat measurements at this control monument indicate possible
 CT0676.vertical movement.
 CT0676
 CT0676.The geoid height was determined by GEOID03.
 CT0676
 CT0676.The dynamic height is computed by dividing the NAVD 88
 CT0676.geopotential number by the normal gravity value computed on the
 CT0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0676.degrees latitude (g = 980.6199 gals.).
 CT0676
 CT0676.The modeled gravity was interpolated from observed gravity values.
 CT0676
 CT0676;                    North         East    Units  Estimated Accuracy
 CT0676;SPC TXNC     - 2,056,770.      476,580.      MT  (+/- 180 meters Scaled)
 CT0676
 CT0676                          SUPERSEDED SURVEY CONTROL
 CT0676
 CT0676  NGVD 29 (??/??/92)  618.164  (m)         2028.09   (f) ADJ UNCH    2 0
 CT0676
 CT0676.Superseded values are not recommended for survey control.
 CT0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0676.See file dsdata.txt to determine how the superseded data were derived.
 CT0676
 CT0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA237597(NAD 83)
 CT0676_MARKER: DB = BENCH MARK DISK
 CT0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0676_STAMPING: Z 212 1934
 CT0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0676+STABILITY: SURFACE MOTION
 CT0676
 CT0676  HISTORY     - Date     Condition        Report By
 CT0676  HISTORY     - 1934     MONUMENTED       CGS
 CT0676  HISTORY     - 1967     GOOD             USGS
 CT0676  HISTORY     - 1982     GOOD             NGS
 CT0676  HISTORY     - 19940708 GOOD             USPSQD
 CT0676
 CT0676                          STATION DESCRIPTION
 CT0676
 CT0676'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CT0676'0.05 MI S FROM OVALO.
 CT0676'ABOUT .05 MI S OF THE JUNCTION OF US HWY 83 AND FARM ROAD 614 AND 383
 CT0676'AT OVALO, 75 FT NW OF THE CENTER OF A CROSSING, 72 FT N OF THE CENTER
 CT0676'OF A DIRT ROAD, 27 FT W OF THE W RAIL, 15 FT E OF MILE POLE 20 WITH
 CT0676'ONE GUY WIRE, 2 FT E OF A METAL WITNESS POST WITH SIGN, LEVEL WITH THE
 CT0676'RAILROAD, AND SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6
 CT0676'INCHES ABOVE GROUND.
 CT0676
 CT0676                          STATION RECOVERY (1982)
 CT0676
 CT0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0676'ADD: 0.3 M (1.0 FT) NNE OF A WITNESS POST.
 CT0676
 CT0676                          STATION RECOVERY (1994)
 CT0676
 CT0676'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1343 ***********************************************************************
 AY1343  DESIGNATION -  Z 213
 AY1343  PID         -  AY1343
 AY1343  STATE/COUNTY-  TX/UVALDE
 AY1343  USGS QUAD   -  CONCAN (1960)
 AY1343
 AY1343                         *CURRENT SURVEY CONTROL
 AY1343  ___________________________________________________________________
 AY1343* NAD 83(1986)-  29 26 13.     (N)    099 38 48.     (W)     SCALED    
 AY1343* NAVD 88     -       361.312  (meters)    1185.40   (feet)  POSTED    
 AY1343  ___________________________________________________________________
 AY1343  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AY1343  DYNAMIC HT  -         360.780 (meters)    1183.66  (feet)  COMP
 AY1343  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 AY1343
 AY1343  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1343
 AY1343.The horizontal coordinates were scaled from a topographic map and have
 AY1343.an estimated accuracy of +/- 6 seconds.
 AY1343
 AY1343.The orthometric height was determined by differential leveling
 AY1343.and adjusted by the National Geodetic Survey in 1992..
 AY1343.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1343.rate of 1.1 thru 2.0 mm/km.
 AY1343
 AY1343.The geoid height was determined by GEOID03.
 AY1343
 AY1343.The dynamic height is computed by dividing the NAVD 88
 AY1343.geopotential number by the normal gravity value computed on the
 AY1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1343.degrees latitude (g = 980.6199 gals.).
 AY1343
 AY1343.The modeled gravity was interpolated from observed gravity values.
 AY1343
 AY1343;                    North         East    Units  Estimated Accuracy
 AY1343;SPC TXSC     - 4,177,900.      537,270.      MT  (+/- 180 meters Scaled)
 AY1343
 AY1343                          SUPERSEDED SURVEY CONTROL
 AY1343
 AY1343  NGVD 29 (??/??/92)  361.223  (m)         1185.11   (f) ADJ UNCH    2 0
 AY1343
 AY1343.Superseded values are not recommended for survey control.
 AY1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1343.See file dsdata.txt to determine how the superseded data were derived.
 AY1343
 AY1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT372565(NAD 83)
 AY1343_MARKER: DB = BENCH MARK DISK
 AY1343_SETTING: 66 = SET IN ROCK OUTCROP
 AY1343_SP_SET: STONE OUTCROP
 AY1343_STAMPING: Z-213 1934
 AY1343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1343+STABILITY: POSITION/ELEVATION WELL
 AY1343
 AY1343  HISTORY     - Date     Condition        Report By
 AY1343  HISTORY     - 1934     MONUMENTED       CGS
 AY1343  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1343  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1343
 AY1343                          STATION DESCRIPTION
 AY1343
 AY1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AY1343'5.7 MI SE FROM CONCAN.
 AY1343'5.7 MILES SE OF, AND ALONG STATE HWY NO. 127.  25 YARDS NE OF HWY.  9
 AY1343'YARDS OUTSIDE R/W FENCE SET FLUSH IN OUT-CROPPING OF LIME-STONE ROCK.
 AY1343
 AY1343                          STATION RECOVERY (1953)
 AY1343
 AY1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1343'MARK NOT FOUND.
 AY1343
 AY1343                          STATION RECOVERY (2004)
 AY1343
 AY1343'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1451 ***********************************************************************
 AY1451  DESIGNATION -  Z 214
 AY1451  PID         -  AY1451
 AY1451  STATE/COUNTY-  TX/KERR
 AY1451  USGS QUAD   -  HILLCREST RANCH (1964)
 AY1451
 AY1451                         *CURRENT SURVEY CONTROL
 AY1451  ___________________________________________________________________
 AY1451* NAD 83(1986)-  29 56 48.     (N)    099 38 14.     (W)     SCALED    
 AY1451* NAVD 88     -       715.388  (meters)    2347.07   (feet)  ADJUSTED  
 AY1451  ___________________________________________________________________
 AY1451  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 AY1451  DYNAMIC HT  -         714.328 (meters)    2343.59  (feet)  COMP
 AY1451  MODELED GRAV-     979,136.7   (mgal)                       NAVD 88
 AY1451
 AY1451  VERT ORDER  -  SECOND    CLASS 0
 AY1451
 AY1451.The horizontal coordinates were scaled from a topographic map and have
 AY1451.an estimated accuracy of +/- 6 seconds.
 AY1451
 AY1451.The orthometric height was determined by differential leveling
 AY1451.and adjusted by the National Geodetic Survey in June 1991..
 AY1451
 AY1451.The geoid height was determined by GEOID03.
 AY1451
 AY1451.The dynamic height is computed by dividing the NAVD 88
 AY1451.geopotential number by the normal gravity value computed on the
 AY1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1451.degrees latitude (g = 980.6199 gals.).
 AY1451
 AY1451.The modeled gravity was interpolated from observed gravity values.
 AY1451
 AY1451;                    North         East    Units  Estimated Accuracy
 AY1451;SPC TXSC     - 4,234,390.      538,490.      MT  (+/- 180 meters Scaled)
 AY1451
 AY1451                          SUPERSEDED SURVEY CONTROL
 AY1451
 AY1451  NGVD 29 (??/??/92)  715.281  (m)         2346.72   (f) ADJ UNCH    2 0
 AY1451
 AY1451.Superseded values are not recommended for survey control.
 AY1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1451.See file dsdata.txt to determine how the superseded data were derived.
 AY1451
 AY1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU385130(NAD 83)
 AY1451_MARKER: DB = BENCH MARK DISK
 AY1451_SETTING: 66 = SET IN ROCK OUTCROP
 AY1451_SP_SET: LIMESTONE ROCK
 AY1451_STAMPING: Z-214 1934
 AY1451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1451+STABILITY: POSITION/ELEVATION WELL
 AY1451
 AY1451  HISTORY     - Date     Condition        Report By
 AY1451  HISTORY     - 1934     MONUMENTED       CGS
 AY1451  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1451
 AY1451                          STATION DESCRIPTION
 AY1451
 AY1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AY1451'25.0 MI NE FROM LEAKEY.
 AY1451'25.0 MILES NE OF AND ALONG THE LEAKEY-KERRVILLE ROAD.  12 YARDS TO THE
 AY1451'LEFT OF CENTER-LINE OF ROAD AND SET IN LIMESTONE ROCK.  ROCKS PILED
 AY1451'AND PAINTED.
 AY1451
 AY1451                          STATION RECOVERY (1953)
 AY1451
 AY1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0239 ***********************************************************************
 AO0239  DESIGNATION -  Z 215
 AO0239  PID         -  AO0239
 AO0239  STATE/COUNTY-  TX/DIMMIT
 AO0239  USGS QUAD   -  LAS VEGAS (1974)
 AO0239
 AO0239                         *CURRENT SURVEY CONTROL
 AO0239  ___________________________________________________________________
 AO0239* NAD 83(1986)-  28 32 33.     (N)    099 27 29.     (W)     SCALED    
 AO0239* NAVD 88     -       156.681  (meters)     514.04   (feet)  ADJUSTED  
 AO0239  ___________________________________________________________________
 AO0239  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AO0239  DYNAMIC HT  -         156.446 (meters)     513.27  (feet)  COMP
 AO0239  MODELED GRAV-     979,146.8   (mgal)                       NAVD 88
 AO0239
 AO0239  VERT ORDER  -  SECOND    CLASS 0
 AO0239
 AO0239.The horizontal coordinates were scaled from a topographic map and have
 AO0239.an estimated accuracy of +/- 6 seconds.
 AO0239
 AO0239.The orthometric height was determined by differential leveling
 AO0239.and adjusted by the National Geodetic Survey in June 1991..
 AO0239
 AO0239.The geoid height was determined by GEOID03.
 AO0239
 AO0239.The dynamic height is computed by dividing the NAVD 88
 AO0239.geopotential number by the normal gravity value computed on the
 AO0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0239.degrees latitude (g = 980.6199 gals.).
 AO0239
 AO0239.The modeled gravity was interpolated from observed gravity values.
 AO0239
 AO0239;                    North         East    Units  Estimated Accuracy
 AO0239;SPC TXSC     - 4,078,690.      555,170.      MT  (+/- 180 meters Scaled)
 AO0239
 AO0239                          SUPERSEDED SURVEY CONTROL
 AO0239
 AO0239  NGVD 29 (??/??/92)  156.594  (m)          513.76   (f) ADJ UNCH    2 0
 AO0239
 AO0239.Superseded values are not recommended for survey control.
 AO0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0239.See file dsdata.txt to determine how the superseded data were derived.
 AO0239
 AO0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS551573(NAD 83)
 AO0239_MARKER: DB = BENCH MARK DISK
 AO0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0239_SP_SET: MONUMENT
 AO0239_STAMPING: Z-215 1934
 AO0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0239
 AO0239  HISTORY     - Date     Condition        Report By
 AO0239  HISTORY     - 1934     MONUMENTED       CGS
 AO0239  HISTORY     - 1940     GOOD             NGS
 AO0239
 AO0239                          STATION DESCRIPTION
 AO0239
 AO0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0239'6.9 MI SE FROM BIG WELLS.
 AO0239'6.9 MILES SE OF, AND ALONG THE S. A. U. AND G. R. R. ABOUT 200 FT. W
 AO0239'OF MILE POST A-120 ACROSS THE TRACK IN THE LINE OF POLES.  28 FT. SE
 AO0239'OF CATTLE GUARD.  25 FT. S OF CENTER-LINE OF TRACK AND 3 FT. SW OF
 AO0239'CROSS FENCE RUNNING NW AND SE.
 AO0239
 AO0239                          STATION RECOVERY (1940)
 AO0239
 AO0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0447 ***********************************************************************
 AO0447  DESIGNATION -  Z 216
 AO0447  PID         -  AO0447
 AO0447  STATE/COUNTY-  TX/ZAVALA
 AO0447  USGS QUAD   -  LA PRYOR SE (1972)
 AO0447
 AO0447                         *CURRENT SURVEY CONTROL
 AO0447  ___________________________________________________________________
 AO0447* NAD 83(1986)-  28 47 40.     (N)    099 51 05.     (W)     SCALED    
 AO0447* NAVD 88     -       195.025  (meters)     639.84   (feet)  ADJUSTED  
 AO0447  ___________________________________________________________________
 AO0447  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AO0447  DYNAMIC HT  -         194.739 (meters)     638.91  (feet)  COMP
 AO0447  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 AO0447
 AO0447  VERT ORDER  -  SECOND    CLASS 0
 AO0447
 AO0447.The horizontal coordinates were scaled from a topographic map and have
 AO0447.an estimated accuracy of +/- 6 seconds.
 AO0447
 AO0447.The orthometric height was determined by differential leveling
 AO0447.and adjusted by the National Geodetic Survey in June 1991..
 AO0447
 AO0447.The geoid height was determined by GEOID03.
 AO0447
 AO0447.The dynamic height is computed by dividing the NAVD 88
 AO0447.geopotential number by the normal gravity value computed on the
 AO0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0447.degrees latitude (g = 980.6199 gals.).
 AO0447
 AO0447.The modeled gravity was interpolated from observed gravity values.
 AO0447
 AO0447;                    North         East    Units  Estimated Accuracy
 AO0447;SPC TXSC     - 4,106,820.      516,890.      MT  (+/- 180 meters Scaled)
 AO0447
 AO0447                          SUPERSEDED SURVEY CONTROL
 AO0447
 AO0447  NGVD 29 (??/??/92)  194.912  (m)          639.47   (f) ADJ UNCH    2 0
 AO0447
 AO0447.Superseded values are not recommended for survey control.
 AO0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0447.See file dsdata.txt to determine how the superseded data were derived.
 AO0447
 AO0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS169855(NAD 83)
 AO0447_MARKER: DB = BENCH MARK DISK
 AO0447_SETTING: 0 = UNSPECIFIED SETTING
 AO0447_STAMPING: Z 216 1934
 AO0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0447
 AO0447  HISTORY     - Date     Condition        Report By
 AO0447  HISTORY     - 1934     MONUMENTED       CGS
 AO0447  HISTORY     - 1972     GOOD             USGS
 AO0447
 AO0447                          STATION DESCRIPTION
 AO0447
 AO0447'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AO0447'6.3 MI N FROM CRYSTAL CITY.
 AO0447'CRYSTAL CITY, ZAVALA CO., TEXAS.  ABOUT 6.3 MILES NORTH ALONG MISSOURI
 AO0447'PACIFIC R. R. FROM STATION.  225 FEET SOUTH OF MILEPOST 154, AT A
 AO0447'CULVERT, IN TOP OF NORTH END OF EAST CONCRETE HEADWALL AND 14 FEET
 AO0447'EAST OF CENTER LINE OF TRACK.  A STANDARD DISK STAMPED Z 216 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0223 ***********************************************************************
 AZ0223  DESIGNATION -  Z 217
 AZ0223  PID         -  AZ0223
 AZ0223  STATE/COUNTY-  TX/VAL VERDE
 AZ0223  USGS QUAD   -  OPEN HOLLOW (1978)
 AZ0223
 AZ0223                         *CURRENT SURVEY CONTROL
 AZ0223  ___________________________________________________________________
 AZ0223* NAD 83(1986)-  29 58 43.     (N)    100 45 19.     (W)     SCALED    
 AZ0223* NAVD 88     -       526.545  (meters)    1727.51   (feet)  ADJUSTED  
 AZ0223  ___________________________________________________________________
 AZ0223  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0223  DYNAMIC HT  -         525.772 (meters)    1724.97  (feet)  COMP
 AZ0223  MODELED GRAV-     979,157.7   (mgal)                       NAVD 88
 AZ0223
 AZ0223  VERT ORDER  -  SECOND    CLASS 0
 AZ0223
 AZ0223.The horizontal coordinates were scaled from a topographic map and have
 AZ0223.an estimated accuracy of +/- 6 seconds.
 AZ0223
 AZ0223.The orthometric height was determined by differential leveling
 AZ0223.and adjusted by the National Geodetic Survey in June 1991..
 AZ0223
 AZ0223.The geoid height was determined by GEOID03.
 AZ0223
 AZ0223.The dynamic height is computed by dividing the NAVD 88
 AZ0223.geopotential number by the normal gravity value computed on the
 AZ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0223.degrees latitude (g = 980.6199 gals.).
 AZ0223
 AZ0223.The modeled gravity was interpolated from observed gravity values.
 AZ0223
 AZ0223;                    North         East    Units  Estimated Accuracy
 AZ0223;SPC TXSC     - 4,239,030.      430,620.      MT  (+/- 180 meters Scaled)
 AZ0223
 AZ0223                          SUPERSEDED SURVEY CONTROL
 AZ0223
 AZ0223  NGVD 29 (??/??/92)  526.447  (m)         1727.18   (f) ADJ UNCH    2 0
 AZ0223
 AZ0223.Superseded values are not recommended for survey control.
 AZ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0223.See file dsdata.txt to determine how the superseded data were derived.
 AZ0223
 AZ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU306177(NAD 83)
 AZ0223_MARKER: DB = BENCH MARK DISK
 AZ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0223_STAMPING: 1727.185 Z 217 1934
 AZ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0223+STABILITY: SURFACE MOTION
 AZ0223
 AZ0223  HISTORY     - Date     Condition        Report By
 AZ0223  HISTORY     - 1934     MONUMENTED       CGS
 AZ0223  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0223
 AZ0223                          STATION DESCRIPTION
 AZ0223
 AZ0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0223'2.1 MI N FROM VINEGARONE.
 AZ0223'2.1 MILES NORTH ALONG U.S. HIGHWAY 277 FROM VINEGARONE, 59 FEET SOUTH
 AZ0223'OF A PRIVATE RANCH ROAD LEADING EAST, 58 FEET EAST OF THE CENTERLINE
 AZ0223'OF THE HIGHWAY, AND 6 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 AZ0223'DISK, STAMPED 1727.185 Z 217 1934 AND SET IN THE TOP OF A CONCRETE
 AZ0223'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0134 ***********************************************************************
 BO0134  DESIGNATION -  Z 218
 BO0134  PID         -  BO0134
 BO0134  STATE/COUNTY-  TX/SUTTON
 BO0134  USGS QUAD   -  SONORA (1982)
 BO0134
 BO0134                         *CURRENT SURVEY CONTROL
 BO0134  ___________________________________________________________________
 BO0134* NAD 83(1986)-  30 36 48.     (N)    100 38 13.     (W)     SCALED    
 BO0134* NAVD 88     -       662.150  (meters)    2172.40   (feet)  ADJUSTED  
 BO0134  ___________________________________________________________________
 BO0134  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BO0134  DYNAMIC HT  -         661.180 (meters)    2169.22  (feet)  COMP
 BO0134  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 BO0134
 BO0134  VERT ORDER  -  SECOND    CLASS 0
 BO0134
 BO0134.The horizontal coordinates were scaled from a topographic map and have
 BO0134.an estimated accuracy of +/- 6 seconds.
 BO0134
 BO0134.The orthometric height was determined by differential leveling
 BO0134.and adjusted by the National Geodetic Survey in June 1991..
 BO0134
 BO0134.The geoid height was determined by GEOID03.
 BO0134
 BO0134.The dynamic height is computed by dividing the NAVD 88
 BO0134.geopotential number by the normal gravity value computed on the
 BO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0134.degrees latitude (g = 980.6199 gals.).
 BO0134
 BO0134.The modeled gravity was interpolated from observed gravity values.
 BO0134
 BO0134;                    North         East    Units  Estimated Accuracy
 BO0134;SPC TX C     - 3,104,980.      670,890.      MT  (+/- 180 meters Scaled)
 BO0134
 BO0134                          SUPERSEDED SURVEY CONTROL
 BO0134
 BO0134  NGVD 29 (??/??/92)  661.955  (m)         2171.76   (f) ADJ UNCH    2 0
 BO0134
 BO0134.Superseded values are not recommended for survey control.
 BO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0134.See file dsdata.txt to determine how the superseded data were derived.
 BO0134
 BO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU430878(NAD 83)
 BO0134_MARKER: DB = BENCH MARK DISK
 BO0134_SETTING: 66 = SET IN ROCK OUTCROP
 BO0134_SP_SET: LEDGE
 BO0134_STAMPING: 2171.764 Z 218 1934
 BO0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0134+STABILITY: POSITION/ELEVATION WELL
 BO0134
 BO0134  HISTORY     - Date     Condition        Report By
 BO0134  HISTORY     - 1934     MONUMENTED       CGS
 BO0134
 BO0134                          STATION DESCRIPTION
 BO0134
 BO0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0134'3.0 MI N FROM SONORA.
 BO0134'3.0 MILES NORTH ALONG U.S. HIGHWAY 277 FROM SONORA, ABOUT 0.1 MILE
 BO0134'NORTH OF THE NORTH END OF A CURVE, 100 YARDS SOUTH OF A SMALL CONCRETE
 BO0134'CULVERT, 47 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF
 BO0134'THE RIGHT-OF-WAY FENCE, AT THE FOOT OF A LOW HILL, AND IN THE TOP OF A
 BO0134'LIMESTONE LEDGE.  A STANDARD DISK, STAMPED 2171.764 Z 218 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1111 ***********************************************************************
 AY1111  DESIGNATION -  Z 219 RESET 1953
 AY1111  PID         -  AY1111
 AY1111  STATE/COUNTY-  TX/KERR
 AY1111  USGS QUAD   -  CENTER POINT (1982)
 AY1111
 AY1111                         *CURRENT SURVEY CONTROL
 AY1111  ___________________________________________________________________
 AY1111* NAD 83(1986)-  29 57 01.     (N)    099 02 06.     (W)     SCALED    
 AY1111* NAVD 88     -       457.91   (meters)    1502.3    (feet)  RESET     
 AY1111  ___________________________________________________________________
 AY1111  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AY1111
 AY1111  VERT ORDER  -  THIRD
 AY1111
 AY1111.The horizontal coordinates were scaled from a topographic map and have
 AY1111.an estimated accuracy of +/- 6 seconds.
 AY1111
 AY1111.The orthometric height was computed from unverified reset data.
 AY1111
 AY1111.The geoid height was determined by GEOID03.
 AY1111
 AY1111;                    North         East    Units  Estimated Accuracy
 AY1111;SPC TXSC     - 4,234,620.      596,620.      MT  (+/- 180 meters Scaled)
 AY1111
 AY1111                          SUPERSEDED SURVEY CONTROL
 AY1111
 AY1111.No superseded survey control is available for this station.
 AY1111
 AY1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU966132(NAD 83)
 AY1111_MARKER: DB = BENCH MARK DISK
 AY1111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1111_SP_SET: BRIDGE
 AY1111_STAMPING: Z 219 RESET 1953
 AY1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1111
 AY1111  HISTORY     - Date     Condition        Report By
 AY1111  HISTORY     - 1953     MONUMENTED       TXHD
 AY1111  HISTORY     - 1989     GOOD             USPSQD
 AY1111  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1111  HISTORY     - 20050521 GOOD             USPSQD
 AY1111
 AY1111                          STATION DESCRIPTION
 AY1111
 AY1111'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AY1111'0.7 MI NE FROM CENTER POINT.
 AY1111'0.7 MILE NORTHEAST ALONG THE TNORR FROM CENTER POINT, KERR CO., AT
 AY1111'CONCRETE BRIDGE 357 T 50 ON STATE HIGHWAY 27, 70 FEET WEST OF THE
 AY1111'TRACK, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, AND NEAR THE
 AY1111'PAINTED LETTERS USBM.  A STANDARD DISK.
 AY1111
 AY1111                          STATION RECOVERY (1989)
 AY1111
 AY1111'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1111'RECOVERED IN GOOD CONDITION.
 AY1111
 AY1111                          STATION RECOVERY (1990)
 AY1111
 AY1111'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1111'MARK NOT FOUND.
 AY1111
 AY1111                          STATION RECOVERY (2005)
 AY1111
 AY1111'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0593 ***********************************************************************
 CD0593  DESIGNATION -  Z 22
 CD0593  PID         -  CD0593
 CD0593  STATE/COUNTY-  TX/HUDSPETH
 CD0593  USGS QUAD   -  ALLAMOORE (1964)
 CD0593
 CD0593                         *CURRENT SURVEY CONTROL
 CD0593  ___________________________________________________________________
 CD0593* NAD 83(1986)-  31 03 25.     (N)    105 06 24.     (W)     SCALED    
 CD0593* NAVD 88     -      1329.120  (meters)    4360.62   (feet)  ADJUSTED  
 CD0593  ___________________________________________________________________
 CD0593  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CD0593  DYNAMIC HT  -        1326.995 (meters)    4353.65  (feet)  COMP
 CD0593  MODELED GRAV-     978,995.8   (mgal)                       NAVD 88
 CD0593
 CD0593  VERT ORDER  -  FIRST     CLASS II
 CD0593
 CD0593.The horizontal coordinates were scaled from a topographic map and have
 CD0593.an estimated accuracy of +/- 6 seconds.
 CD0593
 CD0593.The orthometric height was determined by differential leveling
 CD0593.and adjusted by the National Geodetic Survey in June 1991..
 CD0593
 CD0593.The geoid height was determined by GEOID03.
 CD0593
 CD0593.The dynamic height is computed by dividing the NAVD 88
 CD0593.geopotential number by the normal gravity value computed on the
 CD0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0593.degrees latitude (g = 980.6199 gals.).
 CD0593
 CD0593.The modeled gravity was interpolated from observed gravity values.
 CD0593
 CD0593;                    North         East    Units  Estimated Accuracy
 CD0593;SPC TX C     - 3,163,890.      244,590.      MT  (+/- 180 meters Scaled)
 CD0593
 CD0593                          SUPERSEDED SURVEY CONTROL
 CD0593
 CD0593  NGVD 29 (??/??/92) 1328.552  (m)         4358.76   (f) ADJ UNCH    1 2
 CD0593
 CD0593.Superseded values are not recommended for survey control.
 CD0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0593.See file dsdata.txt to determine how the superseded data were derived.
 CD0593
 CD0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ898359(NAD 83)
 CD0593_MARKER: DB = BENCH MARK DISK
 CD0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0593_STAMPING: Z 22 1917 ELEV. 4358.807 FT.
 CD0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0593+STABILITY: SURFACE MOTION
 CD0593
 CD0593  HISTORY     - Date     Condition        Report By
 CD0593  HISTORY     - 1917     MONUMENTED       CGS
 CD0593  HISTORY     - 1957     GOOD             NGS
 CD0593
 CD0593                          STATION DESCRIPTION
 CD0593
 CD0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CD0593'6.3 MI NW FROM HOT WELLS.
 CD0593'ABOUT 6.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0593'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 143 FEET NORTHEAST OF AND
 CD0593'ACROSS THE TRACK FROM MILEPOST 720, 87 FEET NORTH-NORTHEAST OF THE
 CD0593'NEAR RAIL, 8 1/2 FEET SOUTHWEST OF A FENCE, 1 1/2 FEET EAST OF A WHITE
 CD0593'WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN THE LEVEL OF THE TRACK,
 CD0593'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0356 ***********************************************************************
 BN0356  DESIGNATION -  Z 220
 BN0356  PID         -  BN0356
 BN0356  STATE/COUNTY-  TX/REAL
 BN0356  USGS QUAD   -  EARWOOD CREEK (1971)
 BN0356
 BN0356                         *CURRENT SURVEY CONTROL
 BN0356  ___________________________________________________________________
 BN0356* NAD 83(1986)-  30 02 22.     (N)    099 51 39.     (W)     SCALED    
 BN0356* NAVD 88     -       721.855  (meters)    2368.29   (feet)  ADJUSTED  
 BN0356  ___________________________________________________________________
 BN0356  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BN0356  DYNAMIC HT  -         720.779 (meters)    2364.76  (feet)  COMP
 BN0356  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 BN0356
 BN0356  VERT ORDER  -  SECOND    CLASS 0
 BN0356
 BN0356.The horizontal coordinates were scaled from a topographic map and have
 BN0356.an estimated accuracy of +/- 6 seconds.
 BN0356
 BN0356.The orthometric height was determined by differential leveling
 BN0356.and adjusted by the National Geodetic Survey in June 1991..
 BN0356
 BN0356.The geoid height was determined by GEOID03.
 BN0356
 BN0356.The dynamic height is computed by dividing the NAVD 88
 BN0356.geopotential number by the normal gravity value computed on the
 BN0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0356.degrees latitude (g = 980.6199 gals.).
 BN0356
 BN0356.The modeled gravity was interpolated from observed gravity values.
 BN0356
 BN0356;                    North         East    Units  Estimated Accuracy
 BN0356;SPC TXSC     - 4,244,810.      516,980.      MT  (+/- 180 meters Scaled)
 BN0356
 BN0356                          SUPERSEDED SURVEY CONTROL
 BN0356
 BN0356  NGVD 29 (??/??/92)  721.768  (m)         2368.00   (f) ADJ UNCH    2 0
 BN0356
 BN0356.Superseded values are not recommended for survey control.
 BN0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0356.See file dsdata.txt to determine how the superseded data were derived.
 BN0356
 BN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU170234(NAD 83)
 BN0356_MARKER: DB = BENCH MARK DISK
 BN0356_SETTING: 66 = SET IN ROCK OUTCROP
 BN0356_SP_SET: ROCK OUTCROP
 BN0356_STAMPING: Z-220 1934
 BN0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0356+STABILITY: POSITION/ELEVATION WELL
 BN0356
 BN0356  HISTORY     - Date     Condition        Report By
 BN0356  HISTORY     - 1934     MONUMENTED       CGS
 BN0356  HISTORY     - 1971     GOOD             USGS
 BN0356  HISTORY     - 20010730 MARK NOT FOUND   NGS
 BN0356
 BN0356                          STATION DESCRIPTION
 BN0356
 BN0356'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BN0356'24.7 MI NE FROM ROCKSPRINGS.
 BN0356'FROM THE JUNCTION OF HIGHWAYS U.S. 377 AND TEX. 55 AT THE EAST EDGE OF
 BN0356'ROCKSPRINGS PROCEED NORTH ALONG U.S. 377 FOR 7.9 MI. TO JUNCT. OF U.S.
 BN0356'377 AND TEX. 41, THENCE EAST ALONG TEX. 41 FOR 16.8 MI TO BM ON NORTH
 BN0356'SIDE HIGHWAY, 83 FT. NORTH OF THE CENTERLINE, ABOUT 75 FT. WEST OF A
 BN0356'N/S FENCE AND 0.2 MI. WEST OF A CALICHE ROAD SOUTH TO A RANCH. A
 BN0356'STANDARD TABLET SET IN A FLAT ROCK OUTCROP.
 BN0356
 BN0356                          STATION RECOVERY (2001)
 BN0356
 BN0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BN0356'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0132 ***********************************************************************
 CC0132  DESIGNATION -  Z 221
 CC0132  PID         -  CC0132
 CC0132  STATE/COUNTY-  TX/UPTON
 CC0132  USGS QUAD   -  GIRVIN NE (1972)
 CC0132
 CC0132                         *CURRENT SURVEY CONTROL
 CC0132  ___________________________________________________________________
 CC0132* NAD 83(1986)-  31 10 41.     (N)    102 16 53.     (W)     SCALED    
 CC0132* NAVD 88     -       772.713  (meters)    2535.14   (feet)  ADJUSTED  
 CC0132  ___________________________________________________________________
 CC0132  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CC0132  DYNAMIC HT  -         771.607 (meters)    2531.51  (feet)  COMP
 CC0132  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 CC0132
 CC0132  VERT ORDER  -  SECOND    CLASS 0
 CC0132
 CC0132.The horizontal coordinates were scaled from a topographic map and have
 CC0132.an estimated accuracy of +/- 6 seconds.
 CC0132
 CC0132.The orthometric height was determined by differential leveling
 CC0132.and adjusted by the National Geodetic Survey in June 1991..
 CC0132
 CC0132.The geoid height was determined by GEOID03.
 CC0132
 CC0132.The dynamic height is computed by dividing the NAVD 88
 CC0132.geopotential number by the normal gravity value computed on the
 CC0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0132.degrees latitude (g = 980.6199 gals.).
 CC0132
 CC0132.The modeled gravity was interpolated from observed gravity values.
 CC0132
 CC0132;                    North         East    Units  Estimated Accuracy
 CC0132;SPC TX C     - 3,169,170.      514,330.      MT  (+/- 180 meters Scaled)
 CC0132
 CC0132                          SUPERSEDED SURVEY CONTROL
 CC0132
 CC0132  NGVD 29 (??/??/92)  772.405  (m)         2534.13   (f) ADJ UNCH    2 0
 CC0132
 CC0132.Superseded values are not recommended for survey control.
 CC0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0132.See file dsdata.txt to determine how the superseded data were derived.
 CC0132
 CC0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ590525(NAD 83)
 CC0132_MARKER: DB = BENCH MARK DISK
 CC0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0132_SP_SET: CULVERT
 CC0132_STAMPING: Z-221 1934
 CC0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0132
 CC0132  HISTORY     - Date     Condition        Report By
 CC0132  HISTORY     - 1934     MONUMENTED       CGS
 CC0132  HISTORY     - 1940     GOOD             NGS
 CC0132  HISTORY     - 20030902 MARK NOT FOUND   INDIV
 CC0132
 CC0132                          STATION DESCRIPTION
 CC0132
 CC0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0132'4.4 MI N FROM MCCAMEY.
 CC0132'4.4 MILES N OF AND ALONG STATE HWY. NO. 137.  SET IN CENTER OF W HEAD
 CC0132'WALL OF 8 SECTION CONCRETE BOX CULVERT.
 CC0132
 CC0132                          STATION RECOVERY (1940)
 CC0132
 CC0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CC0132'RECOVERED IN GOOD CONDITION.
 CC0132
 CC0132                          STATION RECOVERY (2003)
 CC0132
 CC0132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0132'SUSPECT HIGHWAY WAS WIDENED, NOT HERE ANY MORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0188 ***********************************************************************
 CB0188  DESIGNATION -  Z 222
 CB0188  PID         -  CB0188
 CB0188  STATE/COUNTY-  TX/IRION
 CB0188  USGS QUAD   -  MERTZON (1987)
 CB0188
 CB0188                         *CURRENT SURVEY CONTROL
 CB0188  ___________________________________________________________________
 CB0188* NAD 83(1986)-  31 18 17.     (N)    100 47 43.     (W)     SCALED    
 CB0188* NAVD 88     -       652.823  (meters)    2141.80   (feet)  ADJUSTED  
 CB0188  ___________________________________________________________________
 CB0188  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CB0188  DYNAMIC HT  -         651.910 (meters)    2138.81  (feet)  COMP
 CB0188  MODELED GRAV-     979,220.4   (mgal)                       NAVD 88
 CB0188
 CB0188  VERT ORDER  -  SECOND    CLASS 0
 CB0188
 CB0188.The horizontal coordinates were scaled from a topographic map and have
 CB0188.an estimated accuracy of +/- 6 seconds.
 CB0188
 CB0188.The orthometric height was determined by differential leveling
 CB0188.and adjusted by the National Geodetic Survey in June 1991..
 CB0188
 CB0188.The geoid height was determined by GEOID03.
 CB0188
 CB0188.The dynamic height is computed by dividing the NAVD 88
 CB0188.geopotential number by the normal gravity value computed on the
 CB0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0188.degrees latitude (g = 980.6199 gals.).
 CB0188
 CB0188.The modeled gravity was interpolated from observed gravity values.
 CB0188
 CB0188;                    North         East    Units  Estimated Accuracy
 CB0188;SPC TX C     - 3,181,680.      656,030.      MT  (+/- 180 meters Scaled)
 CB0188
 CB0188                          SUPERSEDED SURVEY CONTROL
 CB0188
 CB0188  NGVD 29 (??/??/92)  652.643  (m)         2141.21   (f) ADJ UNCH    2 0
 CB0188
 CB0188.Superseded values are not recommended for survey control.
 CB0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0188.See file dsdata.txt to determine how the superseded data were derived.
 CB0188
 CB0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV291647(NAD 83)
 CB0188_MARKER: DB = BENCH MARK DISK
 CB0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0188_SP_SET: CULVERT
 CB0188_STAMPING: Z-222 1934
 CB0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0188
 CB0188  HISTORY     - Date     Condition        Report By
 CB0188  HISTORY     - 1934     MONUMENTED       CGS
 CB0188  HISTORY     - 1940     GOOD             NGS
 CB0188  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0188
 CB0188                          STATION DESCRIPTION
 CB0188
 CB0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0188'3.8 MI NE FROM MERTZON.
 CB0188'3.8 MILES NE OF AND ALONG PANHANDLE AND S. F. R. R. 0.3 MILE SW OF
 CB0188'SHERWOOD ROAD.  0.1 MILE SW OF MILE POST 742 AT BRIDGE 742.1.  DISK IS
 CB0188'SET IN TOP OF WING WALL AT E CORNER OF CONCRETE HIGHWAY BRIDGE. 88 FT.
 CB0188'NW OF CENTER OF TRACK.
 CB0188
 CB0188                          STATION RECOVERY (1940)
 CB0188
 CB0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0188'RECOVERED IN GOOD CONDITION.
 CB0188
 CB0188                          STATION RECOVERY (1981)
 CB0188
 CB0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0188'THERE IS A NEW BRIDGE AT THIS LOCATION AND THIS MARK SHOULD BE
 CB0188'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0393 ***********************************************************************
 CB0393  DESIGNATION -  Z 223
 CB0393  PID         -  CB0393
 CB0393  STATE/COUNTY-  TX/REAGAN
 CB0393  USGS QUAD   -  RANKIN NE (1970)
 CB0393
 CB0393                         *CURRENT SURVEY CONTROL
 CB0393  ___________________________________________________________________
 CB0393* NAD 83(1986)-  31 13 35.     (N)    101 45 15.     (W)     SCALED    
 CB0393* NAVD 88     -       833.328  (meters)    2734.01   (feet)  ADJUSTED  
 CB0393  ___________________________________________________________________
 CB0393  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CB0393  DYNAMIC HT  -         832.113 (meters)    2730.02  (feet)  COMP
 CB0393  MODELED GRAV-     979,155.2   (mgal)                       NAVD 88
 CB0393
 CB0393  VERT ORDER  -  SECOND    CLASS 0
 CB0393
 CB0393.The horizontal coordinates were scaled from a topographic map and have
 CB0393.an estimated accuracy of +/- 6 seconds.
 CB0393
 CB0393.The orthometric height was determined by differential leveling
 CB0393.and adjusted by the National Geodetic Survey in June 1991..
 CB0393
 CB0393.The geoid height was determined by GEOID03.
 CB0393
 CB0393.The dynamic height is computed by dividing the NAVD 88
 CB0393.geopotential number by the normal gravity value computed on the
 CB0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0393.degrees latitude (g = 980.6199 gals.).
 CB0393
 CB0393.The modeled gravity was interpolated from observed gravity values.
 CB0393
 CB0393;                    North         East    Units  Estimated Accuracy
 CB0393;SPC TX C     - 3,173,770.      564,650.      MT  (+/- 180 meters Scaled)
 CB0393
 CB0393                          SUPERSEDED SURVEY CONTROL
 CB0393
 CB0393  NGVD 29 (??/??/92)  832.984  (m)         2732.88   (f) ADJ UNCH    2 0
 CB0393
 CB0393.Superseded values are not recommended for survey control.
 CB0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0393.See file dsdata.txt to determine how the superseded data were derived.
 CB0393
 CB0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV376579(NAD 83)
 CB0393_MARKER: DB = BENCH MARK DISK
 CB0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0393_STAMPING: Z-223 1934
 CB0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0393+STABILITY: SURFACE MOTION
 CB0393
 CB0393  HISTORY     - Date     Condition        Report By
 CB0393  HISTORY     - 1934     MONUMENTED       CGS
 CB0393  HISTORY     - 1940     GOOD             NGS
 CB0393
 CB0393                          STATION DESCRIPTION
 CB0393
 CB0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0393'7.8 MI W FROM BEST.
 CB0393'7.8 MILES W OF AND ALONG THE PANHANDLE AND S.F.R.R. 75 FT. N OF TRACKS
 CB0393'IN R/W FENCE.  40 FT S OF ROAD ABOUT MILE POST 808.5.
 CB0393
 CB0393                          STATION RECOVERY (1940)
 CB0393
 CB0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0129 ***********************************************************************
 CC0129  DESIGNATION -  Z 224
 CC0129  PID         -  CC0129
 CC0129  STATE/COUNTY-  TX/UPTON
 CC0129  USGS QUAD   -  MC CAMEY SOUTH (1972)
 CC0129
 CC0129                         *CURRENT SURVEY CONTROL
 CC0129  ___________________________________________________________________
 CC0129* NAD 83(1986)-  31 05 01.     (N)    102 11 22.     (W)     SCALED    
 CC0129* NAVD 88     -       712.684  (meters)    2338.20   (feet)  ADJUSTED  
 CC0129  ___________________________________________________________________
 CC0129  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CC0129  DYNAMIC HT  -         711.660 (meters)    2334.84  (feet)  COMP
 CC0129  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 CC0129
 CC0129  VERT ORDER  -  SECOND    CLASS 0
 CC0129
 CC0129.The horizontal coordinates were scaled from a topographic map and have
 CC0129.an estimated accuracy of +/- 6 seconds.
 CC0129
 CC0129.The orthometric height was determined by differential leveling
 CC0129.and adjusted by the National Geodetic Survey in June 1991..
 CC0129
 CC0129.The geoid height was determined by GEOID03.
 CC0129
 CC0129.The dynamic height is computed by dividing the NAVD 88
 CC0129.geopotential number by the normal gravity value computed on the
 CC0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0129.degrees latitude (g = 980.6199 gals.).
 CC0129
 CC0129.The modeled gravity was interpolated from observed gravity values.
 CC0129
 CC0129;                    North         East    Units  Estimated Accuracy
 CC0129;SPC TX C     - 3,158,550.      522,920.      MT  (+/- 180 meters Scaled)
 CC0129
 CC0129                          SUPERSEDED SURVEY CONTROL
 CC0129
 CC0129  NGVD 29 (??/??/92)  712.432  (m)         2337.37   (f) ADJ UNCH    2 0
 CC0129
 CC0129.Superseded values are not recommended for survey control.
 CC0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0129.See file dsdata.txt to determine how the superseded data were derived.
 CC0129
 CC0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ681422(NAD 83)
 CC0129_MARKER: DB = BENCH MARK DISK
 CC0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0129_STAMPING: Z-224 1934
 CC0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0129+STABILITY: SURFACE MOTION
 CC0129
 CC0129  HISTORY     - Date     Condition        Report By
 CC0129  HISTORY     - 1934     MONUMENTED       CGS
 CC0129  HISTORY     - 1973     MARK NOT FOUND   USGS
 CC0129
 CC0129                          STATION DESCRIPTION
 CC0129
 CC0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0129'3.7 MI SE FROM MCCAMEY.
 CC0129'3.7 MILES SE OF AND ALONG THE MCCAMEY-IRAAN HWY.  115 FT. NE OF CENTER
 CC0129'OF HIGHWAY.  15 FT. SW OF FENCE LINE.
 CC0129
 CC0129                          STATION RECOVERY (1973)
 CC0129
 CC0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CC0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1121 ***********************************************************************
 FL1121  DESIGNATION -  Z 225
 FL1121  PID         -  FL1121
 FL1121  STATE/COUNTY-  TX/POTTER
 FL1121  USGS QUAD   -  PUENTE (1953)
 FL1121
 FL1121                         *CURRENT SURVEY CONTROL
 FL1121  ___________________________________________________________________
 FL1121* NAD 83(1986)-  35 28 26.     (N)    101 54 00.     (W)     SCALED    
 FL1121* NAVD 88     -       970.512  (meters)    3184.09   (feet)  ADJUSTED  
 FL1121  ___________________________________________________________________
 FL1121  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL1121  DYNAMIC HT  -         969.393 (meters)    3180.42  (feet)  COMP
 FL1121  MODELED GRAV-     979,447.9   (mgal)                       NAVD 88
 FL1121
 FL1121  VERT ORDER  -  SECOND    CLASS 0
 FL1121
 FL1121.The horizontal coordinates were scaled from a topographic map and have
 FL1121.an estimated accuracy of +/- 6 seconds.
 FL1121
 FL1121.The orthometric height was determined by differential leveling
 FL1121.and adjusted by the National Geodetic Survey in June 1991..
 FL1121
 FL1121.The geoid height was determined by GEOID03.
 FL1121
 FL1121.The dynamic height is computed by dividing the NAVD 88
 FL1121.geopotential number by the normal gravity value computed on the
 FL1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1121.degrees latitude (g = 980.6199 gals.).
 FL1121
 FL1121.The modeled gravity was interpolated from observed gravity values.
 FL1121
 FL1121;                    North         East    Units  Estimated Accuracy
 FL1121;SPC TX N     - 1,163,580.      163,700.      MT  (+/- 180 meters Scaled)
 FL1121
 FL1121                          SUPERSEDED SURVEY CONTROL
 FL1121
 FL1121  NGVD 29 (??/??/92)  970.037  (m)         3182.53   (f) ADJ UNCH    2 0
 FL1121
 FL1121.Superseded values are not recommended for survey control.
 FL1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1121.See file dsdata.txt to determine how the superseded data were derived.
 FL1121
 FL1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE368294(NAD 83)
 FL1121_MARKER: DB = BENCH MARK DISK
 FL1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1121_SP_SET: CULVERT
 FL1121_STAMPING: Z-225 1934
 FL1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1121
 FL1121  HISTORY     - Date     Condition        Report By
 FL1121  HISTORY     - 1934     MONUMENTED       CGS
 FL1121
 FL1121                          STATION DESCRIPTION
 FL1121
 FL1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1121'22.7 MI N FROM AMARILLO.
 FL1121'22.7 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1121'AMARILLO, POTTER COUNTY, 1.0 MILE NORTH OF MILEPOST 21, AT A CONCRETE
 FL1121'CULVERT, IN THE TOP OF THE NORTH END OF THE CONCRETE HEAD WALL, AND 17
 FL1121'FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED Z
 FL1121'225 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0217 ***********************************************************************
 FL0217  DESIGNATION -  Z 226
 FL0217  PID         -  FL0217
 FL0217  STATE/COUNTY-  TX/WHEELER
 FL0217  USGS QUAD   -  WHEELER SE (1976)
 FL0217
 FL0217                         *CURRENT SURVEY CONTROL
 FL0217  ___________________________________________________________________
 FL0217* NAD 83(1986)-  35 16 12.     (N)    100 17 46.     (W)     SCALED    
 FL0217* NAVD 88     -       676.563  (meters)    2219.69   (feet)  ADJUSTED  
 FL0217  ___________________________________________________________________
 FL0217  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FL0217  DYNAMIC HT  -         675.856 (meters)    2217.37  (feet)  COMP
 FL0217  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 FL0217
 FL0217  VERT ORDER  -  SECOND    CLASS 0
 FL0217
 FL0217.The horizontal coordinates were scaled from a topographic map and have
 FL0217.an estimated accuracy of +/- 6 seconds.
 FL0217
 FL0217.The orthometric height was determined by differential leveling
 FL0217.and adjusted by the National Geodetic Survey in June 1991..
 FL0217
 FL0217.The geoid height was determined by GEOID03.
 FL0217
 FL0217.The dynamic height is computed by dividing the NAVD 88
 FL0217.geopotential number by the normal gravity value computed on the
 FL0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0217.degrees latitude (g = 980.6199 gals.).
 FL0217
 FL0217.The modeled gravity was interpolated from observed gravity values.
 FL0217
 FL0217;                    North         East    Units  Estimated Accuracy
 FL0217;SPC TX N     - 1,141,560.      309,530.      MT  (+/- 180 meters Scaled)
 FL0217
 FL0217                          SUPERSEDED SURVEY CONTROL
 FL0217
 FL0217  NGVD 29 (??/??/92)  676.264  (m)         2218.71   (f) ADJ UNCH    2 0
 FL0217
 FL0217.Superseded values are not recommended for survey control.
 FL0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0217.See file dsdata.txt to determine how the superseded data were derived.
 FL0217
 FL0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE821037(NAD 83)
 FL0217_MARKER: DB = BENCH MARK DISK
 FL0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0217_STAMPING: Z-226 1934
 FL0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0217+STABILITY: SURFACE MOTION
 FL0217
 FL0217  HISTORY     - Date     Condition        Report By
 FL0217  HISTORY     - 1934     MONUMENTED       CGS
 FL0217
 FL0217                          STATION DESCRIPTION
 FL0217
 FL0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0217'4.6 MI NW FROM SHAMROCK.
 FL0217'4.6 MILES NW OF AND ALONG THE F.W. AND D.R.R. 200 FT. SW OF TRESTLE
 FL0217'N-283.89.  50 FT. S OF TRACKS IN CORNER OF JOG IN R/W FENCE LINE.  10
 FL0217'YARDS N OF CENTER OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0790 ***********************************************************************
 FL0790  DESIGNATION -  Z 227
 FL0790  PID         -  FL0790
 FL0790  STATE/COUNTY-  TX/CARSON
 FL0790  USGS QUAD   -  SKELLYTOWN (1978)
 FL0790
 FL0790                         *CURRENT SURVEY CONTROL
 FL0790  ___________________________________________________________________
 FL0790* NAD 83(1986)-  35 32 47.     (N)    101 08 58.     (W)     SCALED    
 FL0790* NAVD 88     -       995.977  (meters)    3267.63   (feet)  ADJUSTED  
 FL0790  ___________________________________________________________________
 FL0790  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0790  DYNAMIC HT  -         994.866 (meters)    3263.99  (feet)  COMP
 FL0790  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 FL0790
 FL0790  VERT ORDER  -  SECOND    CLASS 0
 FL0790
 FL0790.The horizontal coordinates were scaled from a topographic map and have
 FL0790.an estimated accuracy of +/- 6 seconds.
 FL0790
 FL0790.The orthometric height was determined by differential leveling
 FL0790.and adjusted by the National Geodetic Survey in June 1991..
 FL0790
 FL0790.The geoid height was determined by GEOID03.
 FL0790
 FL0790.The dynamic height is computed by dividing the NAVD 88
 FL0790.geopotential number by the normal gravity value computed on the
 FL0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0790.degrees latitude (g = 980.6199 gals.).
 FL0790
 FL0790.The modeled gravity was interpolated from observed gravity values.
 FL0790
 FL0790;                    North         East    Units  Estimated Accuracy
 FL0790;SPC TX N     - 1,171,610.      231,790.      MT  (+/- 180 meters Scaled)
 FL0790
 FL0790                          SUPERSEDED SURVEY CONTROL
 FL0790
 FL0790  NGVD 29 (??/??/92)  995.553  (m)         3266.24   (f) ADJ UNCH    2 0
 FL0790
 FL0790.Superseded values are not recommended for survey control.
 FL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0790.See file dsdata.txt to determine how the superseded data were derived.
 FL0790
 FL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE051357(NAD 83)
 FL0790_MARKER: DB = BENCH MARK DISK
 FL0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0790_STAMPING: Z-227 1934
 FL0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0790+STABILITY: SURFACE MOTION
 FL0790
 FL0790  HISTORY     - Date     Condition        Report By
 FL0790  HISTORY     - 1934     MONUMENTED       CGS
 FL0790  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0790
 FL0790                          STATION DESCRIPTION
 FL0790
 FL0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0790'3.4 MI S FROM SKELLYTOWN.
 FL0790'3.4 MILES S OF AND ALONG THE OIL FIELD HIGHWAY TO BORGER.  ON THE W
 FL0790'SIDE OF A LARGE VALLEY.  0.2 MILE E OF THE TOP OF THE W SIDE OF THE
 FL0790'VALLEY.  54 FT. S OF THE CENTER OF THE HIGHWAY.  9 FT. W OF SECTION
 FL0790'LINE FENCE.  1 FT. INSIDE OF R/W FENCE.  NOTE-- RD. WORK IN AREA.
 FL0790'HIGHWAY NO. 41 IS NOW NO. 152.
 FL0790
 FL0790                          STATION RECOVERY (1963)
 FL0790
 FL0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0810 ***********************************************************************
 FL0810  DESIGNATION -  Z 228
 FL0810  PID         -  FL0810
 FL0810  STATE/COUNTY-  TX/HUTCHINSON
 FL0810  USGS QUAD   -  STINNETT (1978)
 FL0810
 FL0810                         *CURRENT SURVEY CONTROL
 FL0810  ___________________________________________________________________
 FL0810* NAD 83(1986)-  35 46 14.     (N)    101 25 40.     (W)     SCALED    
 FL0810* NAVD 88     -       936.532  (meters)    3072.61   (feet)  ADJUSTED  
 FL0810  ___________________________________________________________________
 FL0810  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FL0810  DYNAMIC HT  -         935.479 (meters)    3069.15  (feet)  COMP
 FL0810  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 FL0810
 FL0810  VERT ORDER  -  SECOND    CLASS 0
 FL0810
 FL0810.The horizontal coordinates were scaled from a topographic map and have
 FL0810.an estimated accuracy of +/- 6 seconds.
 FL0810
 FL0810.The orthometric height was determined by differential leveling
 FL0810.and adjusted by the National Geodetic Survey in June 1991..
 FL0810
 FL0810.The geoid height was determined by GEOID03.
 FL0810
 FL0810.The dynamic height is computed by dividing the NAVD 88
 FL0810.geopotential number by the normal gravity value computed on the
 FL0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0810.degrees latitude (g = 980.6199 gals.).
 FL0810
 FL0810.The modeled gravity was interpolated from observed gravity values.
 FL0810
 FL0810;                    North         East    Units  Estimated Accuracy
 FL0810;SPC TX N     - 1,196,420.      206,530.      MT  (+/- 180 meters Scaled)
 FL0810
 FL0810                          SUPERSEDED SURVEY CONTROL
 FL0810
 FL0810  NGVD 29 (??/??/92)  936.072  (m)         3071.10   (f) ADJ UNCH    2 0
 FL0810
 FL0810.Superseded values are not recommended for survey control.
 FL0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0810.See file dsdata.txt to determine how the superseded data were derived.
 FL0810
 FL0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE805612(NAD 83)
 FL0810_MARKER: DB = BENCH MARK DISK
 FL0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0810_STAMPING: Z 228 1934
 FL0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0810+STABILITY: SURFACE MOTION
 FL0810
 FL0810  HISTORY     - Date     Condition        Report By
 FL0810  HISTORY     - 1934     MONUMENTED       CGS
 FL0810  HISTORY     - 1953     GOOD             USGS
 FL0810
 FL0810                          STATION DESCRIPTION
 FL0810
 FL0810'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0810'3.9 MI S FROM STINNET.
 FL0810'3.9 MILES SOUTH ALONG OLD STATE HIGHWAY 117 FROM STINNETT, HUTCHINSON
 FL0810'COUNTY, 75 FEET NORTHEAST OF FRAME HOUSE, 70 FEET WEST OF THE
 FL0810'CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0913 ***********************************************************************
 FL0913  DESIGNATION -  Z 229 RESET 1970
 FL0913  PID         -  FL0913
 FL0913  STATE/COUNTY-  TX/CARSON
 FL0913  USGS QUAD   -  CONWAY (1983)
 FL0913
 FL0913                         *CURRENT SURVEY CONTROL
 FL0913  ___________________________________________________________________
 FL0913* NAD 83(1986)-  35 14 37.     (N)    101 22 45.     (W)     SCALED    
 FL0913* NAVD 88     -      1053.45   (meters)    3456.2    (feet)  RESET     
 FL0913  ___________________________________________________________________
 FL0913  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0913
 FL0913  VERT ORDER  -  THIRD
 FL0913
 FL0913.The horizontal coordinates were scaled from a topographic map and have
 FL0913.an estimated accuracy of +/- 6 seconds.
 FL0913
 FL0913.The orthometric height was computed from unverified reset data.
 FL0913
 FL0913.The geoid height was determined by GEOID03.
 FL0913
 FL0913;                    North         East    Units  Estimated Accuracy
 FL0913;SPC TX N     - 1,137,970.      211,000.      MT  (+/- 180 meters Scaled)
 FL0913
 FL0913                          SUPERSEDED SURVEY CONTROL
 FL0913
 FL0913.No superseded survey control is available for this station.
 FL0913
 FL0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE835026(NAD 83)
 FL0913_MARKER: DB = BENCH MARK DISK
 FL0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0913_STAMPING: Z 229 RESET 1970
 FL0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0913+STABILITY: SURFACE MOTION
 FL0913
 FL0913  HISTORY     - Date     Condition        Report By
 FL0913  HISTORY     - 1970     MONUMENTED       NGS
 FL0913
 FL0913                          STATION DESCRIPTION
 FL0913
 FL0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FL0913'6.35 MI S FROM PANHANDLE.
 FL0913'ABOUT 6.35 MILES SOUTH ALONG STATE HIGHWAY 207 FROM THE JUNCTION OF
 FL0913'U.S. HIGHWAY 60 IN PANHANDLE TO SITE OF BENCH MARK, 60 FEET EAST OF
 FL0913'THE HIGHWAY CENTER LINE, 2 FEET SOUTH OF AN EAST-WEST FENCE AND AT
 FL0913'HIGHWAY STATION NO. 340 + 01.  A STANDARD C AND GS DISK SET IN A 10 X
 FL0913'10 IN. CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0736 ***********************************************************************
 DN0736  DESIGNATION -  Z 230
 DN0736  PID         -  DN0736
 DN0736  STATE/COUNTY-  TX/MONTAGUE
 DN0736  USGS QUAD   -  SUNSET (1978)
 DN0736
 DN0736                         *CURRENT SURVEY CONTROL
 DN0736  ___________________________________________________________________
 DN0736* NAD 83(1986)-  33 29 46.     (N)    097 47 33.     (W)     SCALED    
 DN0736* NAVD 88     -       318.375  (meters)    1044.54   (feet)  ADJUSTED  
 DN0736  ___________________________________________________________________
 DN0736  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DN0736  DYNAMIC HT  -         318.023 (meters)    1043.38  (feet)  COMP
 DN0736  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 DN0736
 DN0736  VERT ORDER  -  FIRST     CLASS II
 DN0736
 DN0736.The horizontal coordinates were scaled from a topographic map and have
 DN0736.an estimated accuracy of +/- 6 seconds.
 DN0736
 DN0736.The orthometric height was determined by differential leveling
 DN0736.and adjusted by the National Geodetic Survey in June 1991..
 DN0736.WARNING-Repeat measurements at this control monument indicate possible
 DN0736.vertical movement.
 DN0736
 DN0736.The geoid height was determined by GEOID03.
 DN0736
 DN0736.The dynamic height is computed by dividing the NAVD 88
 DN0736.geopotential number by the normal gravity value computed on the
 DN0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0736.degrees latitude (g = 980.6199 gals.).
 DN0736
 DN0736.The modeled gravity was interpolated from observed gravity values.
 DN0736
 DN0736;                    North         East    Units  Estimated Accuracy
 DN0736;SPC TXNC     - 2,203,090.      665,740.      MT  (+/- 180 meters Scaled)
 DN0736
 DN0736                          SUPERSEDED SURVEY CONTROL
 DN0736
 DN0736  NGVD 29 (??/??/92)  318.250  (m)         1044.13   (f) ADJ UNCH    1 2
 DN0736
 DN0736.Superseded values are not recommended for survey control.
 DN0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0736.See file dsdata.txt to determine how the superseded data were derived.
 DN0736
 DN0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC121069(NAD 83)
 DN0736_MARKER: DB = BENCH MARK DISK
 DN0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0736_STAMPING: Z 230 1952
 DN0736_MARK LOGO: CGS   
 DN0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0736+STABILITY: SURFACE MOTION
 DN0736
 DN0736  HISTORY     - Date     Condition        Report By
 DN0736  HISTORY     - 1952     MONUMENTED       CGS
 DN0736  HISTORY     - 1984     GOOD             NGS
 DN0736  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN0736
 DN0736                          STATION DESCRIPTION
 DN0736
 DN0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0736'3.4 MI NW FROM SUNSET.
 DN0736'3.4 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0736'THE STATION AT SUNSET, 1 POLE SOUTHEAST OF MILEPOST 63, 39 FEET
 DN0736'SOUTHWEST OF THE SOUTHWEST RAIL, 44 FEET NORTHEAST OF THE CENTER LINE
 DN0736'OF U.S. HIGHWAY 81, 9 FEET SOUTHEAST OF A TELEGRAPH POLE, 2.7 FEET
 DN0736'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0736'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0736
 DN0736                          STATION RECOVERY (1984)
 DN0736
 DN0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0736'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0736'TO REACH FOLLOWS.  8.7 KM (5.4 MI) SOUTHEASTERLY ALONG THE BURLINGTON
 DN0736'NORTHERN RAILROAD FROM THE STATION IN BOWIE.
 DN0736
 DN0736                          STATION RECOVERY (1996)
 DN0736
 DN0736'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0814 ***********************************************************************
 DN0814  DESIGNATION -  Z 231
 DN0814  PID         -  DN0814
 DN0814  STATE/COUNTY-  TX/MONTAGUE
 DN0814  USGS QUAD   -  STONEBURG (1976)
 DN0814
 DN0814                         *CURRENT SURVEY CONTROL
 DN0814  ___________________________________________________________________
 DN0814* NAD 83(1986)-  33 38 28.     (N)    097 53 37.     (W)     SCALED    
 DN0814* NAVD 88     -       283.228  (meters)     929.22   (feet)  ADJUSTED  
 DN0814  ___________________________________________________________________
 DN0814  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0814  DYNAMIC HT  -         282.916 (meters)     928.20  (feet)  COMP
 DN0814  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 DN0814
 DN0814  VERT ORDER  -  FIRST     CLASS II
 DN0814
 DN0814.The horizontal coordinates were scaled from a topographic map and have
 DN0814.an estimated accuracy of +/- 6 seconds.
 DN0814
 DN0814.The orthometric height was determined by differential leveling
 DN0814.and adjusted by the National Geodetic Survey in June 1991..
 DN0814.WARNING-Repeat measurements at this control monument indicate possible
 DN0814.vertical movement.
 DN0814
 DN0814.The geoid height was determined by GEOID03.
 DN0814
 DN0814.The dynamic height is computed by dividing the NAVD 88
 DN0814.geopotential number by the normal gravity value computed on the
 DN0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0814.degrees latitude (g = 980.6199 gals.).
 DN0814
 DN0814.The modeled gravity was interpolated from observed gravity values.
 DN0814
 DN0814;                    North         East    Units  Estimated Accuracy
 DN0814;SPC TXNC     - 2,219,110.      656,250.      MT  (+/- 180 meters Scaled)
 DN0814
 DN0814                          SUPERSEDED SURVEY CONTROL
 DN0814
 DN0814  NGVD 29 (??/??/92)  283.135  (m)          928.92   (f) ADJ UNCH    1 2
 DN0814
 DN0814.Superseded values are not recommended for survey control.
 DN0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0814.See file dsdata.txt to determine how the superseded data were derived.
 DN0814
 DN0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC026229(NAD 83)
 DN0814_MARKER: DB = BENCH MARK DISK
 DN0814_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0814_SP_SET: HEADWALL
 DN0814_STAMPING: Z 231 1952
 DN0814_MARK LOGO: CGS   
 DN0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0814+STABILITY: SURFACE MOTION
 DN0814
 DN0814  HISTORY     - Date     Condition        Report By
 DN0814  HISTORY     - 1952     MONUMENTED       CGS
 DN0814  HISTORY     - 1984     GOOD             NGS
 DN0814  HISTORY     - 1986     GOOD             NGS
 DN0814
 DN0814                          STATION DESCRIPTION
 DN0814
 DN0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0814'6.3 MI N FROM BOWIE.
 DN0814'6.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0814'FROM THE STATION AT BOWIE, 20 POLES SOUTH OF MILEPOST 537, 18 FEET
 DN0814'EAST OF THE EAST RAIL, 12 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 DN0814'TOP OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 DN0814
 DN0814                          STATION RECOVERY (1984)
 DN0814
 DN0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0814'RECOVERED IN GOOD CONDITION.
 DN0814
 DN0814                          STATION RECOVERY (1986)
 DN0814
 DN0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0814'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.5 KM (5.9 MI)
 DN0814'NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S. HIGHWAY
 DN0814'287 IN BOWIE, THENCE 0.3 KM (0.2 MI) WEST ACROSS COUNTRY.
 DN0814'THE MARK IS 3.7 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1086 ***********************************************************************
 BY1086  DESIGNATION -  Z 232
 BY1086  PID         -  BY1086
 BY1086  STATE/COUNTY-  TX/NACOGDOCHES
 BY1086  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1086
 BY1086                         *CURRENT SURVEY CONTROL
 BY1086  ___________________________________________________________________
 BY1086* NAD 83(1986)-  31 43 46.     (N)    094 41 08.     (W)     SCALED    
 BY1086* NAVD 88     -       155.753  (meters)     511.00   (feet)  ADJUSTED  
 BY1086  ___________________________________________________________________
 BY1086  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY1086  DYNAMIC HT  -         155.563 (meters)     510.38  (feet)  COMP
 BY1086  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 BY1086
 BY1086  VERT ORDER  -  FIRST     CLASS II
 BY1086
 BY1086.The horizontal coordinates were scaled from a topographic map and have
 BY1086.an estimated accuracy of +/- 6 seconds.
 BY1086
 BY1086.The orthometric height was determined by differential leveling
 BY1086.and adjusted by the National Geodetic Survey in June 1991..
 BY1086
 BY1086.The geoid height was determined by GEOID03.
 BY1086
 BY1086.The dynamic height is computed by dividing the NAVD 88
 BY1086.geopotential number by the normal gravity value computed on the
 BY1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1086.degrees latitude (g = 980.6199 gals.).
 BY1086
 BY1086.The modeled gravity was interpolated from observed gravity values.
 BY1086
 BY1086;                    North         East    Units  Estimated Accuracy
 BY1086;SPC TX C     - 3,242,260.    1,234,990.      MT  (+/- 180 meters Scaled)
 BY1086
 BY1086                          SUPERSEDED SURVEY CONTROL
 BY1086
 BY1086  NGVD 29 (??/??/92)  155.787  (m)          511.11   (f) ADJ UNCH    1 2
 BY1086
 BY1086.Superseded values are not recommended for survey control.
 BY1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1086.See file dsdata.txt to determine how the superseded data were derived.
 BY1086
 BY1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR403116(NAD 83)
 BY1086_MARKER: DB = BENCH MARK DISK
 BY1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1086_STAMPING: Z 232 1952
 BY1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1086+STABILITY: SURFACE MOTION
 BY1086
 BY1086  HISTORY     - Date     Condition        Report By
 BY1086  HISTORY     - 1952     MONUMENTED       CGS
 BY1086
 BY1086                          STATION DESCRIPTION
 BY1086
 BY1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1086'9.15 MI NW FROM NACOGDOCHES.
 BY1086'9.15 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1086'STATION AT NACOGDOCHES, AT A ROAD CROSSING, 14 1/2 POLES SOUTHEAST OF
 BY1086'MILEPOST 161, 51 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 21 FEET
 BY1086'NORTHWEST OF THE CENTER LINE OF A ROAD, 2 FEET SOUTHWEST OF A FENCE, 3
 BY1086'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY1086'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2069 ***********************************************************************
 BY2069  DESIGNATION -  Z 233 RESET 1969
 BY2069  PID         -  BY2069
 BY2069  STATE/COUNTY-  TX/ANDERSON
 BY2069  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2069
 BY2069                         *CURRENT SURVEY CONTROL
 BY2069  ___________________________________________________________________
 BY2069* NAD 83(1986)-  31 46 59.     (N)    095 36 29.     (W)     SCALED    
 BY2069* NAVD 88     -       131.743  (meters)     432.23   (feet)  ADJUSTED  
 BY2069  ___________________________________________________________________
 BY2069  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2069  DYNAMIC HT  -         131.583 (meters)     431.70  (feet)  COMP
 BY2069  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 BY2069
 BY2069  VERT ORDER  -  FIRST     CLASS II
 BY2069
 BY2069.The horizontal coordinates were scaled from a topographic map and have
 BY2069.an estimated accuracy of +/- 6 seconds.
 BY2069
 BY2069.The orthometric height was determined by differential leveling
 BY2069.and adjusted by the National Geodetic Survey in June 1991..
 BY2069
 BY2069.The geoid height was determined by GEOID03.
 BY2069
 BY2069.The dynamic height is computed by dividing the NAVD 88
 BY2069.geopotential number by the normal gravity value computed on the
 BY2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2069.degrees latitude (g = 980.6199 gals.).
 BY2069
 BY2069.The modeled gravity was interpolated from observed gravity values.
 BY2069
 BY2069;                    North         East    Units  Estimated Accuracy
 BY2069;SPC TX C     - 3,244,130.    1,147,410.      MT  (+/- 180 meters Scaled)
 BY2069
 BY2069                          SUPERSEDED SURVEY CONTROL
 BY2069
 BY2069.No superseded survey control is available for this station.
 BY2069
 BY2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR530193(NAD 83)
 BY2069_MARKER: DB = BENCH MARK DISK
 BY2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2069_STAMPING: Z 233 RESET 1969
 BY2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2069+STABILITY: SURFACE MOTION
 BY2069
 BY2069  HISTORY     - Date     Condition        Report By
 BY2069  HISTORY     - 1969     MONUMENTED       CGS
 BY2069  HISTORY     - 1980     GOOD             NGS
 BY2069  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2069
 BY2069                          STATION DESCRIPTION
 BY2069
 BY2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BY2069'1.95 MI NE FROM PALESTINE.
 BY2069'0.5 MILE NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 79 AND LOOP 256
 BY2069'AT THE NORTHEAST EDGE OF PALESTINE, 200 FEET SOUTHEAST OF THE
 BY2069'CENTERLINE OF HIGHWAY 79, 50 FEET NORTHWEST OF A POWER POLE, 21 FEET
 BY2069'NORTHEAST OF THE CENTERLINE OF STREET, 14 FEET NORTHWEST OF THE
 BY2069'CENTERLINE OF DRIVEWAY TO MR. MELVIN GAMBRELLS HOME.  SET IN THE TOP
 BY2069'OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 BY2069
 BY2069                          STATION RECOVERY (1980)
 BY2069
 BY2069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2069'RECOVERED IN GOOD CONDITION.
 BY2069
 BY2069                          STATION RECOVERY (2002)
 BY2069
 BY2069'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0284 ***********************************************************************
 GL0284  DESIGNATION -  Z 234 RESET 1963
 GL0284  PID         -  GL0284
 GL0284  STATE/COUNTY-  TX/HARTLEY
 GL0284  USGS QUAD   -  DALHART WEST (1973)
 GL0284
 GL0284                         *CURRENT SURVEY CONTROL
 GL0284  ___________________________________________________________________
 GL0284* NAD 83(1986)-  36 02 11.     (N)    102 33 45.     (W)     SCALED    
 GL0284* NAVD 88     -      1220.03   (meters)    4002.7    (feet)  RESET     
 GL0284  ___________________________________________________________________
 GL0284  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 GL0284
 GL0284  VERT ORDER  -  THIRD
 GL0284
 GL0284.The horizontal coordinates were scaled from a topographic map and have
 GL0284.an estimated accuracy of +/- 6 seconds.
 GL0284
 GL0284.The orthometric height was computed from unverified reset data.
 GL0284
 GL0284.The geoid height was determined by GEOID03.
 GL0284
 GL0284;                    North         East    Units  Estimated Accuracy
 GL0284;SPC TX N     - 1,226,430.      104,250.      MT  (+/- 180 meters Scaled)
 GL0284
 GL0284                          SUPERSEDED SURVEY CONTROL
 GL0284
 GL0284.No superseded survey control is available for this station.
 GL0284
 GL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV196907(NAD 83)
 GL0284_MARKER: DD = SURVEY DISK
 GL0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0284_STAMPING: Z 234 RESET 1963
 GL0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0284+STABILITY: SURFACE MOTION
 GL0284
 GL0284  HISTORY     - Date     Condition        Report By
 GL0284  HISTORY     - 1963     MONUMENTED       TXHD
 GL0284  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0284
 GL0284                          STATION DESCRIPTION
 GL0284
 GL0284'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1963
 GL0284'3.0 MI SW FROM DALHART.
 GL0284'ABOUT 3.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND RR. FROM THE
 GL0284'COURT HOUSE AT DALHART, DALLAM COUNTY, ABOUT 20 POLES SOUTHWEST OF
 GL0284'MILE POST 548, AT INTERSECTION OF U.S. HIGHWAY NO. 54 AND F.M. HIGHWAY
 GL0284'NO. 694, ABOUT 90 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 GL0284'50 FEET FROM THE CENTERLINE OF F.M. HIGHWAY NO. 694 SOUTHWEST, AND SET
 GL0284'IN TOP OF A CONCRETE POST.
 GL0284
 GL0284                          STATION RECOVERY (1985)
 GL0284
 GL0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0284'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0020 ***********************************************************************
 FM0020  DESIGNATION -  Z 235
 FM0020  PID         -  FM0020
 FM0020  STATE/COUNTY-  TX/HARTLEY
 FM0020  USGS QUAD   -  CHANNING (1971)
 FM0020
 FM0020                         *CURRENT SURVEY CONTROL
 FM0020  ___________________________________________________________________
 FM0020* NAD 83(1986)-  35 40 59.     (N)    102 20 12.     (W)     SCALED    
 FM0020* NAVD 88     -      1158.457  (meters)    3800.70   (feet)  ADJUSTED  
 FM0020  ___________________________________________________________________
 FM0020  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 FM0020  DYNAMIC HT  -        1157.091 (meters)    3796.22  (feet)  COMP
 FM0020  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 FM0020
 FM0020  VERT ORDER  -  FIRST     CLASS II
 FM0020
 FM0020.The horizontal coordinates were scaled from a topographic map and have
 FM0020.an estimated accuracy of +/- 6 seconds.
 FM0020
 FM0020.The orthometric height was determined by differential leveling
 FM0020.and adjusted by the National Geodetic Survey in June 1991..
 FM0020
 FM0020.The geoid height was determined by GEOID03.
 FM0020
 FM0020.The dynamic height is computed by dividing the NAVD 88
 FM0020.geopotential number by the normal gravity value computed on the
 FM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0020.degrees latitude (g = 980.6199 gals.).
 FM0020
 FM0020.The modeled gravity was interpolated from observed gravity values.
 FM0020
 FM0020;                    North         East    Units  Estimated Accuracy
 FM0020;SPC TX N     - 1,187,030.      124,270.      MT  (+/- 180 meters Scaled)
 FM0020
 FM0020                          SUPERSEDED SURVEY CONTROL
 FM0020
 FM0020  NGVD 29 (??/??/92) 1157.876  (m)         3798.80   (f) ADJ UNCH    1 2
 FM0020
 FM0020.Superseded values are not recommended for survey control.
 FM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0020.See file dsdata.txt to determine how the superseded data were derived.
 FM0020
 FM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV410520(NAD 83)
 FM0020_MARKER: DB = BENCH MARK DISK
 FM0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0020_SP_SET: FLOOR
 FM0020_STAMPING: Z-235 1933
 FM0020_MARK LOGO: CGS   
 FM0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FM0020+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 FM0020
 FM0020  HISTORY     - Date     Condition        Report By
 FM0020  HISTORY     - 1933     MONUMENTED       CGS
 FM0020  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0020  HISTORY     - 1985     GOOD             NGS
 FM0020  HISTORY     - 20020817 GOOD             INDIV
 FM0020
 FM0020                          STATION DESCRIPTION
 FM0020
 FM0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0020'IN CHANNING.
 FM0020'AT CHANNING INDEPENDENT SCHOOL.  SET IN CONCRETE FLOOR, NORTH SIDE OF
 FM0020'FRONT ENTRANCE.
 FM0020
 FM0020                          STATION RECOVERY (1971)
 FM0020
 FM0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0020'MARK NOT FOUND.
 FM0020
 FM0020                          STATION RECOVERY (1985)
 FM0020
 FM0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0020'RECOVERED IN GOOD CONDITION.
 FM0020
 FM0020                          STATION RECOVERY (2002)
 FM0020
 FM0020'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RGG)
 FM0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1073 ***********************************************************************
 FL1073  DESIGNATION -  Z 236
 FL1073  PID         -  FL1073
 FL1073  STATE/COUNTY-  TX/POTTER
 FL1073  USGS QUAD   -  CLIFFSIDE (1973)
 FL1073
 FL1073                         *CURRENT SURVEY CONTROL
 FL1073  ___________________________________________________________________
 FL1073* NAD 83(1986)-  35 17 51.     (N)    101 59 11.     (W)     SCALED    
 FL1073* NAVD 88     -      1054.875  (meters)    3460.87   (feet)  ADJUSTED  
 FL1073  ___________________________________________________________________
 FL1073  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL1073  DYNAMIC HT  -        1053.625 (meters)    3456.77  (feet)  COMP
 FL1073  MODELED GRAV-     979,413.8   (mgal)                       NAVD 88
 FL1073
 FL1073  VERT ORDER  -  FIRST     CLASS II
 FL1073
 FL1073.The horizontal coordinates were scaled from a topographic map and have
 FL1073.an estimated accuracy of +/- 6 seconds.
 FL1073
 FL1073.The orthometric height was determined by differential leveling
 FL1073.and adjusted by the National Geodetic Survey in June 1991..
 FL1073
 FL1073.The geoid height was determined by GEOID03.
 FL1073
 FL1073.The dynamic height is computed by dividing the NAVD 88
 FL1073.geopotential number by the normal gravity value computed on the
 FL1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1073.degrees latitude (g = 980.6199 gals.).
 FL1073
 FL1073.The modeled gravity was interpolated from observed gravity values.
 FL1073
 FL1073;                    North         East    Units  Estimated Accuracy
 FL1073;SPC TX N     - 1,144,050.      155,760.      MT  (+/- 180 meters Scaled)
 FL1073
 FL1073                          SUPERSEDED SURVEY CONTROL
 FL1073
 FL1073  NGVD 29 (??/??/92) 1054.382  (m)         3459.25   (f) ADJ UNCH    1 2
 FL1073
 FL1073.Superseded values are not recommended for survey control.
 FL1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1073.See file dsdata.txt to determine how the superseded data were derived.
 FL1073
 FL1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE284101(NAD 83)
 FL1073_MARKER: DB = BENCH MARK DISK
 FL1073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1073_SP_SET: CULVERT
 FL1073_STAMPING: Z-236 1933
 FL1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1073
 FL1073  HISTORY     - Date     Condition        Report By
 FL1073  HISTORY     - 1933     MONUMENTED       CGS
 FL1073  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1073
 FL1073                          STATION DESCRIPTION
 FL1073
 FL1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL1073'IN GENTRY.
 FL1073'ALONG THE FORT WORTH AND DENVER CITY RAILROAD.  3 POLES SOUTH WEST OF
 FL1073'MILE POLE NO. 347, 10 POLES SOUTH WEST OF THE DEPOT AT GENTRY, SET IN
 FL1073'NORTH EAST END OF THE SOUTH EAST HEADWALL, 27 FEET SOUTH EAST OF THE
 FL1073'CENTER LINE OF THE TRACKS.  SET IN CONCRETE CULVERT NO. 347-13.
 FL1073
 FL1073                          STATION RECOVERY (1985)
 FL1073
 FL1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1073'THERE NO LONGER IS A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0036 ***********************************************************************
 GL0036  DESIGNATION -  Z 237
 GL0036  PID         -  GL0036
 GL0036  STATE/COUNTY-  TX/SHERMAN
 GL0036  USGS QUAD   -  BRICKEL (1964)
 GL0036
 GL0036                         *CURRENT SURVEY CONTROL
 GL0036  ___________________________________________________________________
 GL0036* NAD 83(1986)-  36 17 00.     (N)    102 09 24.     (W)     SCALED    
 GL0036* NAVD 88     -      1136.515  (meters)    3728.72   (feet)  ADJUSTED  
 GL0036  ___________________________________________________________________
 GL0036  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 GL0036  DYNAMIC HT  -        1135.245 (meters)    3724.55  (feet)  COMP
 GL0036  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 GL0036
 GL0036  VERT ORDER  -  FIRST     CLASS II
 GL0036
 GL0036.The horizontal coordinates were scaled from a topographic map and have
 GL0036.an estimated accuracy of +/- 6 seconds.
 GL0036
 GL0036.The orthometric height was determined by differential leveling
 GL0036.and adjusted by the National Geodetic Survey in June 1991..
 GL0036
 GL0036.The geoid height was determined by GEOID03.
 GL0036
 GL0036.The dynamic height is computed by dividing the NAVD 88
 GL0036.geopotential number by the normal gravity value computed on the
 GL0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0036.degrees latitude (g = 980.6199 gals.).
 GL0036
 GL0036.The modeled gravity was interpolated from observed gravity values.
 GL0036
 GL0036;                    North         East    Units  Estimated Accuracy
 GL0036;SPC TX N     - 1,253,510.      141,000.      MT  (+/- 180 meters Scaled)
 GL0036
 GL0036                          SUPERSEDED SURVEY CONTROL
 GL0036
 GL0036.No superseded survey control is available for this station.
 GL0036
 GL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA553191(NAD 83)
 GL0036_MARKER: DB = BENCH MARK DISK
 GL0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0036_STAMPING: Z-237, 1933
 GL0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0036+STABILITY: SURFACE MOTION
 GL0036
 GL0036  HISTORY     - Date     Condition        Report By
 GL0036  HISTORY     - 1933     MONUMENTED       CGS
 GL0036  HISTORY     - 1962     MARK NOT FOUND   USGS
 GL0036
 GL0036                          STATION DESCRIPTION
 GL0036
 GL0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0036'6.2 MI SW FROM STRATFORD.
 GL0036'6.2 MILES SOUTH WEST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GL0036'RAILROAD.  15 POLES SOUTH WEST OF MILE POLE NO. 520.  SET IN POST 100
 GL0036'FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS AND 3 FEET NORTH WEST
 GL0036'OF THE RIGHT-OF-WAY FENCE.
 GL0036
 GL0036                          STATION RECOVERY (1962)
 GL0036
 GL0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0809 ***********************************************************************
 BZ0809  DESIGNATION -  Z 238
 BZ0809  PID         -  BZ0809
 BZ0809  STATE/COUNTY-  TX/BELL
 BZ0809  USGS QUAD   -  MOFFAT (1993)
 BZ0809
 BZ0809                         *CURRENT SURVEY CONTROL
 BZ0809  ___________________________________________________________________
 BZ0809* NAD 83(1986)-  31 08 06.     (N)    097 24 28.     (W)     SCALED    
 BZ0809* NAVD 88     -       200.192  (meters)     656.80   (feet)  ADJUSTED  
 BZ0809  ___________________________________________________________________
 BZ0809  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BZ0809  DYNAMIC HT  -         199.928 (meters)     655.93  (feet)  COMP
 BZ0809  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 BZ0809
 BZ0809  VERT ORDER  -  FIRST     CLASS II
 BZ0809
 BZ0809.The horizontal coordinates were scaled from a topographic map and have
 BZ0809.an estimated accuracy of +/- 6 seconds.
 BZ0809
 BZ0809.The orthometric height was determined by differential leveling
 BZ0809.and adjusted by the National Geodetic Survey in June 1991..
 BZ0809
 BZ0809.The geoid height was determined by GEOID03.
 BZ0809
 BZ0809.The dynamic height is computed by dividing the NAVD 88
 BZ0809.geopotential number by the normal gravity value computed on the
 BZ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0809.degrees latitude (g = 980.6199 gals.).
 BZ0809
 BZ0809.The modeled gravity was interpolated from observed gravity values.
 BZ0809
 BZ0809;                    North         East    Units  Estimated Accuracy
 BZ0809;SPC TX C     - 3,166,440.      978,940.      MT  (+/- 180 meters Scaled)
 BZ0809
 BZ0809                          SUPERSEDED SURVEY CONTROL
 BZ0809
 BZ0809  NGVD 29 (??/??/92)  200.122  (m)          656.57   (f) ADJ UNCH    1 2
 BZ0809
 BZ0809.Superseded values are not recommended for survey control.
 BZ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0809.See file dsdata.txt to determine how the superseded data were derived.
 BZ0809
 BZ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV517456(NAD 83)
 BZ0809_MARKER: DB = BENCH MARK DISK
 BZ0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0809_STAMPING: Z 238 1953
 BZ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0809+STABILITY: SURFACE MOTION
 BZ0809
 BZ0809  HISTORY     - Date     Condition        Report By
 BZ0809  HISTORY     - 1953     MONUMENTED       CGS
 BZ0809  HISTORY     - 19950715 GOOD             USPSQD
 BZ0809  HISTORY     - 20010317 GOOD             USPSQD
 BZ0809
 BZ0809                          STATION DESCRIPTION
 BZ0809
 BZ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0809'4.7 MI NW FROM TEMPLE.
 BZ0809'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 BZ0809'TEMPLE, BELL COUNTY, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 BZ0809'SOUTHWEST, 61.4 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 61
 BZ0809'FEET SOUTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD, 2 FEET NORTHWEST
 BZ0809'OF A FENCE, AND 3.4 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND
 BZ0809'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 BZ0809
 BZ0809                          STATION RECOVERY (1995)
 BZ0809
 BZ0809'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0809'RECOVERED IN GOOD CONDITION.
 BZ0809
 BZ0809                          STATION RECOVERY (2001)
 BZ0809
 BZ0809'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0831 ***********************************************************************
 BZ0831  DESIGNATION -  Z 239
 BZ0831  PID         -  BZ0831
 BZ0831  STATE/COUNTY-  TX/BELL
 BZ0831  USGS QUAD   -  BELTON (1993)
 BZ0831
 BZ0831                         *CURRENT SURVEY CONTROL
 BZ0831  ___________________________________________________________________
 BZ0831* NAD 83(1986)-  31 02 50.     (N)    097 28 56.     (W)     SCALED    
 BZ0831* NAVD 88     -       204.434  (meters)     670.71   (feet)  ADJUSTED  
 BZ0831  ___________________________________________________________________
 BZ0831  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ0831  DYNAMIC HT  -         204.163 (meters)     669.82  (feet)  COMP
 BZ0831  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 BZ0831
 BZ0831  VERT ORDER  -  FIRST     CLASS II
 BZ0831
 BZ0831.The horizontal coordinates were scaled from a topographic map and have
 BZ0831.an estimated accuracy of +/- 6 seconds.
 BZ0831
 BZ0831.The orthometric height was determined by differential leveling
 BZ0831.and adjusted by the National Geodetic Survey in June 1991..
 BZ0831
 BZ0831.The geoid height was determined by GEOID03.
 BZ0831
 BZ0831.The dynamic height is computed by dividing the NAVD 88
 BZ0831.geopotential number by the normal gravity value computed on the
 BZ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0831.degrees latitude (g = 980.6199 gals.).
 BZ0831
 BZ0831.The modeled gravity was interpolated from observed gravity values.
 BZ0831
 BZ0831;                    North         East    Units  Estimated Accuracy
 BZ0831;SPC TX C     - 3,156,530.      972,100.      MT  (+/- 180 meters Scaled)
 BZ0831
 BZ0831                          SUPERSEDED SURVEY CONTROL
 BZ0831
 BZ0831  NGVD 29 (??/??/92)  204.369  (m)          670.50   (f) ADJ UNCH    1 2
 BZ0831
 BZ0831.Superseded values are not recommended for survey control.
 BZ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0831.See file dsdata.txt to determine how the superseded data were derived.
 BZ0831
 BZ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV448358(NAD 83)
 BZ0831_MARKER: DB = BENCH MARK DISK
 BZ0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0831_STAMPING: Z 239 1953
 BZ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0831+STABILITY: SURFACE MOTION
 BZ0831
 BZ0831  HISTORY     - Date     Condition        Report By
 BZ0831  HISTORY     - 1953     MONUMENTED       CGS
 BZ0831  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0831  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0831
 BZ0831                          STATION DESCRIPTION
 BZ0831
 BZ0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0831'IN BELTON.
 BZ0831'AT BELTON AIRPORT, BELL COUNTY, 10.7 FEET NORTH OF THE NORTHWEST
 BZ0831'CORNER OF THE WEST HANGAR, 25 FEET SOUTH OF THE CENTERLINE OF THE
 BZ0831'GRAVEL DRIVEWAY, 1.6 FEET WEST OF A FENCE, AND 3.2 FEET NORTH OF A
 BZ0831'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 BZ0831'PROJECTING 0.3 FOOT ABOVE GROUND.
 BZ0831
 BZ0831                          STATION RECOVERY (1983)
 BZ0831
 BZ0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0831'MARK NOT FOUND.
 BZ0831
 BZ0831                          STATION RECOVERY (2003)
 BZ0831
 BZ0831'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0551 ***********************************************************************
 BM0551  DESIGNATION -  Z 240
 BM0551  PID         -  BM0551
 BM0551  STATE/COUNTY-  TX/TRAVIS
 BM0551  USGS QUAD   -  AUSTIN EAST (1988)
 BM0551
 BM0551                         *CURRENT SURVEY CONTROL
 BM0551  ___________________________________________________________________
 BM0551* NAD 83(1986)-  30 19 11.     (N)    097 37 37.     (W)     SCALED    
 BM0551* NAVD 88     -       188.86   (+/-2cm)     619.6    (feet)  VERTCON   
 BM0551  ___________________________________________________________________
 BM0551  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BM0551
 BM0551  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0551
 BM0551.The horizontal coordinates were scaled from a topographic map and have
 BM0551.an estimated accuracy of +/- 6 seconds.
 BM0551
 BM0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0551.The vertical order pertains to the NGVD 29 superseded value.
 BM0551
 BM0551.The geoid height was determined by GEOID03.
 BM0551
 BM0551;                    North         East    Units  Estimated Accuracy
 BM0551;SPC TX C     - 3,075,560.      960,250.      MT  (+/- 180 meters Scaled)
 BM0551
 BM0551                          SUPERSEDED SURVEY CONTROL
 BM0551
 BM0551  NGVD 29 (??/??/92)  188.765  (m)          619.31   (f) ADJ UNCH    1 2
 BM0551
 BM0551.Superseded values are not recommended for survey control.
 BM0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0551.See file dsdata.txt to determine how the superseded data were derived.
 BM0551
 BM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU320550(NAD 83)
 BM0551_MARKER: DB = BENCH MARK DISK
 BM0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0551_STAMPING: Z 240 1953
 BM0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0551+STABILITY: SURFACE MOTION
 BM0551
 BM0551  HISTORY     - Date     Condition        Report By
 BM0551  HISTORY     - 1953     MONUMENTED       CGS
 BM0551  HISTORY     - 1990     POOR             USPSQD
 BM0551  HISTORY     - 19910222 MARK NOT FOUND   USPSQD
 BM0551
 BM0551                          STATION DESCRIPTION
 BM0551
 BM0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0551'9.8 MI E FROM AUSTIN.
 BM0551'9.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0551'STATION AT AUSTIN, 135 FEET NORTHWEST OF MILEPOST 105, 235 FEET
 BM0551'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING AT DAFFAN, 44.4
 BM0551'FEET WEST OF THE WEST RAIL, 18 FEET SOUTH OF A TELEPHONE POLE, IN LINE
 BM0551'WITH A ROW OF POLES, 2.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 BM0551'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BM0551
 BM0551                          STATION RECOVERY (1990)
 BM0551
 BM0551'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0551'MARK RECOVERED IN POOR CONDITION.
 BM0551
 BM0551                          STATION RECOVERY (1991)
 BM0551
 BM0551'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0882 ***********************************************************************
 DN0882  DESIGNATION -  Z 244 980 GAINV
 DN0882  PID         -  DN0882
 DN0882  STATE/COUNTY-  TX/MONTAGUE
 DN0882  USGS QUAD   -  NOCONA (1982)
 DN0882
 DN0882                         *CURRENT SURVEY CONTROL
 DN0882  ___________________________________________________________________
 DN0882* NAD 83(1986)-  33 47 13.     (N)    097 43 36.     (W)     SCALED    
 DN0882* NAVD 88     -       298.993  (meters)     980.95   (feet)  ADJUSTED  
 DN0882  ___________________________________________________________________
 DN0882  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DN0882  DYNAMIC HT  -         298.673 (meters)     979.90  (feet)  COMP
 DN0882  MODELED GRAV-     979,557.0   (mgal)                       NAVD 88
 DN0882
 DN0882  VERT ORDER  -  SECOND    CLASS 0
 DN0882
 DN0882.The horizontal coordinates were scaled from a topographic map and have
 DN0882.an estimated accuracy of +/- 6 seconds.
 DN0882
 DN0882.The orthometric height was determined by differential leveling
 DN0882.and adjusted by the National Geodetic Survey in June 1991..
 DN0882
 DN0882.The geoid height was determined by GEOID03.
 DN0882
 DN0882.The dynamic height is computed by dividing the NAVD 88
 DN0882.geopotential number by the normal gravity value computed on the
 DN0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0882.degrees latitude (g = 980.6199 gals.).
 DN0882
 DN0882.The modeled gravity was interpolated from observed gravity values.
 DN0882
 DN0882;                    North         East    Units  Estimated Accuracy
 DN0882;SPC TXNC     - 2,235,390.      671,620.      MT  (+/- 180 meters Scaled)
 DN0882
 DN0882                          SUPERSEDED SURVEY CONTROL
 DN0882
 DN0882  NGVD 29 (??/??/92)  298.902  (m)          980.65   (f) ADJ UNCH    2 0
 DN0882
 DN0882.Superseded values are not recommended for survey control.
 DN0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0882.See file dsdata.txt to determine how the superseded data were derived.
 DN0882
 DN0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC178392(NAD 83)
 DN0882_MARKER: P = PIPE CAP
 DN0882_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0882_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0882_STAMPING: 980.648 Z 244 1934
 DN0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0882
 DN0882  HISTORY     - Date     Condition        Report By
 DN0882  HISTORY     - 1934     MONUMENTED       CGS
 DN0882  HISTORY     - 1950     GOOD             NGS
 DN0882  HISTORY     - 1953     GOOD             ATT
 DN0882  HISTORY     - 19950826 GOOD             USPSQD
 DN0882
 DN0882                          STATION DESCRIPTION
 DN0882
 DN0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0882'IN NOCONA.
 DN0882'AT NOCONA, MONTAGUE COUNTY, 55 YARDS NORTHWEST OF THE NORTHWEST CORNER
 DN0882'OF THE DEPOT, AT THE SOUTHEAST CORNER OF THE BUSINESS BLOCK, WHICH IS
 DN0882'NORTH OF THE M.K.T.R.R. AND WEST OF MAIN STREET.  IT IS 18 FEET WEST
 DN0882'OF THE EAST CURB OF MAIN, 3 FEET NORTH OF THE SOUTH EDGE OF THE WALK
 DN0882'ALONG THE SOUTH SIDE OF THE PONTIAC-GOODYEAR GARAGE AND 2.5 FEET WEST
 DN0882'OF A FIRE PLUG.  IT IS A CAP ON A 3 1/2 INCH PIPE PROJECTING ABOUT 4
 DN0882'INCHES ABOVE AND SURROUNDED BY THE CONCRETE SIDEWALK. THE PIPE AND CAP
 DN0882'HAVE BEEN PAINTED RED.
 DN0882
 DN0882                          STATION RECOVERY (1953)
 DN0882
 DN0882'RECOVERY NOTE BY AMERICAN T AND T CO 1953
 DN0882'RECOVERED IN GOOD CONDITION.
 DN0882
 DN0882                          STATION RECOVERY (1995)
 DN0882
 DN0882'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0475 ***********************************************************************
 DN0475  DESIGNATION -  Z 245
 DN0475  PID         -  DN0475
 DN0475  STATE/COUNTY-  TX/GRAYSON
 DN0475  USGS QUAD   -  SADLER (1982)
 DN0475
 DN0475                         *CURRENT SURVEY CONTROL
 DN0475  ___________________________________________________________________
 DN0475* NAD 83(1986)-  33 40 57.     (N)    096 50 49.     (W)     SCALED    
 DN0475* NAVD 88     -       220.590  (meters)     723.72   (feet)  ADJUSTED  
 DN0475  ___________________________________________________________________
 DN0475  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN0475  DYNAMIC HT  -         220.356 (meters)     722.95  (feet)  COMP
 DN0475  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 DN0475
 DN0475  VERT ORDER  -  SECOND    CLASS 0
 DN0475
 DN0475.The horizontal coordinates were scaled from a topographic map and have
 DN0475.an estimated accuracy of +/- 6 seconds.
 DN0475
 DN0475.The orthometric height was determined by differential leveling
 DN0475.and adjusted by the National Geodetic Survey in June 1991..
 DN0475
 DN0475.The geoid height was determined by GEOID03.
 DN0475
 DN0475.The dynamic height is computed by dividing the NAVD 88
 DN0475.geopotential number by the normal gravity value computed on the
 DN0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0475.degrees latitude (g = 980.6199 gals.).
 DN0475
 DN0475.The modeled gravity was interpolated from observed gravity values.
 DN0475
 DN0475;                    North         East    Units  Estimated Accuracy
 DN0475;SPC TXNC     - 2,224,750.      753,270.      MT  (+/- 180 meters Scaled)
 DN0475
 DN0475                          SUPERSEDED SURVEY CONTROL
 DN0475
 DN0475.No superseded survey control is available for this station.
 DN0475
 DN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC995290(NAD 83)
 DN0475_MARKER: DB = BENCH MARK DISK
 DN0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0475_SP_SET: BUILDING
 DN0475_STAMPING: Z 245 1934
 DN0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0475
 DN0475  HISTORY     - Date     Condition        Report By
 DN0475  HISTORY     - 1934     MONUMENTED       CGS
 DN0475  HISTORY     - 1958     MARK NOT FOUND   NGS
 DN0475
 DN0475                          STATION DESCRIPTION
 DN0475
 DN0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DN0475'IN SADLER.
 DN0475'AT SADLER, GRAYSON COUNTY, ABOUT 1 BLOCK SOUTH OF THE STATION OF THE
 DN0475'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, AT THE SOUTHEAST CORNER OF
 DN0475'THE POST OFFICE BUILDING, IN THE SOUTH FACE, AND ABOUT 5 FEET ABOVE
 DN0475'THE GROUND.  A STANDARD DISK, STAMPED Z 245 1934 AND SET VERTICALLY.
 DN0475'NOTE-- MARK HAS APPARENTLY BEEN COVERED BY PLASTER WHEN BUILDING WAS
 DN0475'REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1259 ***********************************************************************
 BY1259  DESIGNATION -  Z 248
 BY1259  PID         -  BY1259
 BY1259  STATE/COUNTY-  TX/CHEROKEE
 BY1259  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1259
 BY1259                         *CURRENT SURVEY CONTROL
 BY1259  ___________________________________________________________________
 BY1259* NAD 83(1986)-  31 55 57.     (N)    095 21 24.     (W)     SCALED    
 BY1259* NAVD 88     -       138.937  (meters)     455.83   (feet)  ADJUSTED  
 BY1259  ___________________________________________________________________
 BY1259  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1259  DYNAMIC HT  -         138.769 (meters)     455.28  (feet)  COMP
 BY1259  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 BY1259
 BY1259  VERT ORDER  -  FIRST     CLASS II
 BY1259
 BY1259.The horizontal coordinates were scaled from a topographic map and have
 BY1259.an estimated accuracy of +/- 6 seconds.
 BY1259
 BY1259.The orthometric height was determined by differential leveling
 BY1259.and adjusted by the National Geodetic Survey in June 1991..
 BY1259
 BY1259.The geoid height was determined by GEOID03.
 BY1259
 BY1259.The dynamic height is computed by dividing the NAVD 88
 BY1259.geopotential number by the normal gravity value computed on the
 BY1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1259.degrees latitude (g = 980.6199 gals.).
 BY1259
 BY1259.The modeled gravity was interpolated from observed gravity values.
 BY1259
 BY1259;                    North         East    Units  Estimated Accuracy
 BY1259;SPC TX C     - 3,261,720.    1,170,450.      MT  (+/- 180 meters Scaled)
 BY1259
 BY1259                          SUPERSEDED SURVEY CONTROL
 BY1259
 BY1259  NGVD 29 (??/??/92)  138.954  (m)          455.88   (f) ADJ UNCH    1 2
 BY1259
 BY1259.Superseded values are not recommended for survey control.
 BY1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1259.See file dsdata.txt to determine how the superseded data were derived.
 BY1259
 BY1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR772353(NAD 83)
 BY1259_MARKER: DB = BENCH MARK DISK
 BY1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1259_STAMPING: Z 248 1952
 BY1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1259+STABILITY: SURFACE MOTION
 BY1259
 BY1259  HISTORY     - Date     Condition        Report By
 BY1259  HISTORY     - 1952     MONUMENTED       CGS
 BY1259  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1259  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1259  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 BY1259
 BY1259                          STATION DESCRIPTION
 BY1259
 BY1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1259'9.6 MI NE FROM NECHES.
 BY1259'9.6 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1259'NECHES, 0.1 MILE NORTHWEST OF THE HIGHWAY, 59.6 FEET NORTHEAST OF THE
 BY1259'CENTER OF THE CROSSING OF A DIRT ROAD AND THE INTERNATIONAL AND GREAT
 BY1259'NORTHERN RAILROAD, 46.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 27.8
 BY1259'FEET WEST OF A TELEPHONE POLE, 115 FEET SOUTHEAST OF THE SOUTHEAST
 BY1259'SIDE OF A FARMHOUSE, 5 FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET
 BY1259'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1259'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY1259
 BY1259                          STATION RECOVERY (1977)
 BY1259
 BY1259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1259'MARK NOT FOUND.
 BY1259
 BY1259                          STATION RECOVERY (1980)
 BY1259
 BY1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1259'MARK NOT FOUND.
 BY1259
 BY1259                          STATION RECOVERY (2004)
 BY1259
 BY1259'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2017 ***********************************************************************
 BY2017  DESIGNATION -  Z 249
 BY2017  PID         -  BY2017
 BY2017  STATE/COUNTY-  TX/LEON
 BY2017  USGS QUAD   -  KEECHI (1964)
 BY2017
 BY2017                         *CURRENT SURVEY CONTROL
 BY2017  ___________________________________________________________________
 BY2017* NAD 83(1986)-  31 33 19.     (N)    095 55 02.     (W)     SCALED    
 BY2017* NAVD 88     -       116.118  (meters)     380.96   (feet)  ADJUSTED  
 BY2017  ___________________________________________________________________
 BY2017  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BY2017  DYNAMIC HT  -         115.976 (meters)     380.50  (feet)  COMP
 BY2017  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 BY2017
 BY2017  VERT ORDER  -  FIRST     CLASS II
 BY2017
 BY2017.The horizontal coordinates were scaled from a topographic map and have
 BY2017.an estimated accuracy of +/- 6 seconds.
 BY2017
 BY2017.The orthometric height was determined by differential leveling
 BY2017.and adjusted by the National Geodetic Survey in June 1991..
 BY2017
 BY2017.The geoid height was determined by GEOID03.
 BY2017
 BY2017.The dynamic height is computed by dividing the NAVD 88
 BY2017.geopotential number by the normal gravity value computed on the
 BY2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2017.degrees latitude (g = 980.6199 gals.).
 BY2017
 BY2017.The modeled gravity was interpolated from observed gravity values.
 BY2017
 BY2017;                    North         East    Units  Estimated Accuracy
 BY2017;SPC TX C     - 3,217,690.    1,119,150.      MT  (+/- 180 meters Scaled)
 BY2017
 BY2017                          SUPERSEDED SURVEY CONTROL
 BY2017
 BY2017  NGVD 29 (??/??/92)  116.076  (m)          380.83   (f) ADJ UNCH    1 2
 BY2017
 BY2017.Superseded values are not recommended for survey control.
 BY2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2017.See file dsdata.txt to determine how the superseded data were derived.
 BY2017
 BY2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ230948(NAD 83)
 BY2017_MARKER: DB = BENCH MARK DISK
 BY2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2017_STAMPING: Z 249 1952
 BY2017_PROJECTION: PROJECTING 9 CENTIMETERS
 BY2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2017+STABILITY: SURFACE MOTION
 BY2017
 BY2017  HISTORY     - Date     Condition        Report By
 BY2017  HISTORY     - 1952     MONUMENTED       CGS
 BY2017  HISTORY     - 1980     GOOD             NGS
 BY2017
 BY2017                          STATION DESCRIPTION
 BY2017
 BY2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2017'3.6 MI NE FROM KEECHI.
 BY2017'2.9 MILES NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2017'RAILROAD FROM THE STATION SIGN AT KEECHI, THENCE 0.7 MILE NORTHEAST
 BY2017'ALONG U.S. HIGHWAY 79, 0.1 MILE SOUTHWEST OF A DIRT ROAD LEADING
 BY2017'SOUTHEAST, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17
 BY2017'FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 11
 BY2017'FEET NORTHEAST OF AN 18 INCH OAK TREE, 1 FOOT NORTHWEST OF A FENCE, 3
 BY2017'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY2017'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY2017
 BY2017                          STATION RECOVERY (1980)
 BY2017
 BY2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2017'7.5 KM. (4.65 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD
 BY2017'STATE BANK IN OAKWOOD, 39.3 M. (129 FT.) SOUTHWEST OF THE EXTENDED
 BY2017'CENTERLINE OF A DIRT ROAD WITH A METAL GATE LEADING NORTHWEST, 66.8 M.
 BY2017'(219 FT.) NORTHEAST OF THE EXTENDED CENTERLINE OF A DIRT ROAD WITH A
 BY2017'METAL GATE LEADING NORTHWEST, 15.6 M. (51.1 FT.) SOUTHEAST OF THE
 BY2017'CENTERLINE OF THE HIGHWAY, 0.3 M. (1.0 FT.) NORTHWEST OF A FENCE.
 BY2017'THE MARK IS 1.2 METERS  WSW FROM A WITNESS POST.
 BY2017'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0287 ***********************************************************************
 BP0287  DESIGNATION -  Z 25
 BP0287  PID         -  BP0287
 BP0287  STATE/COUNTY-  TX/BREWSTER
 BP0287  USGS QUAD   -  MARATHON (1983)
 BP0287
 BP0287                         *CURRENT SURVEY CONTROL
 BP0287  ___________________________________________________________________
 BP0287* NAD 83(1986)-  30 12 22.     (N)    103 14 46.     (W)     SCALED    
 BP0287* NAVD 88     -      1233.166  (meters)    4045.81   (feet)  ADJUSTED  
 BP0287  ___________________________________________________________________
 BP0287  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BP0287  DYNAMIC HT  -        1231.156 (meters)    4039.22  (feet)  COMP
 BP0287  MODELED GRAV-     978,969.3   (mgal)                       NAVD 88
 BP0287
 BP0287  VERT ORDER  -  FIRST     CLASS II
 BP0287
 BP0287.The horizontal coordinates were scaled from a topographic map and have
 BP0287.an estimated accuracy of +/- 6 seconds.
 BP0287
 BP0287.The orthometric height was determined by differential leveling
 BP0287.and adjusted by the National Geodetic Survey in June 1991..
 BP0287
 BP0287.The geoid height was determined by GEOID03.
 BP0287
 BP0287.The dynamic height is computed by dividing the NAVD 88
 BP0287.geopotential number by the normal gravity value computed on the
 BP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0287.degrees latitude (g = 980.6199 gals.).
 BP0287
 BP0287.The modeled gravity was interpolated from observed gravity values.
 BP0287
 BP0287;                    North         East    Units  Estimated Accuracy
 BP0287;SPC TXSC     - 4,270,400.      191,260.      MT  (+/- 180 meters Scaled)
 BP0287
 BP0287                          SUPERSEDED SURVEY CONTROL
 BP0287
 BP0287  NGVD 29 (??/??/92) 1232.75   (m)         4044.4    (f) COMPUTED    1 2
 BP0287
 BP0287.Superseded values are not recommended for survey control.
 BP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0287.See file dsdata.txt to determine how the superseded data were derived.
 BP0287
 BP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP688429(NAD 83)
 BP0287_MARKER: DB = BENCH MARK DISK
 BP0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0287_STAMPING: Z 25 1917
 BP0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0287+STABILITY: SURFACE MOTION
 BP0287
 BP0287  HISTORY     - Date     Condition        Report By
 BP0287  HISTORY     - 1917     MONUMENTED       CGS
 BP0287  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0287  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0287  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 BP0287
 BP0287                          STATION DESCRIPTION
 BP0287
 BP0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0287'IN MARATHON.
 BP0287'AT MARATHON, BREWSTER CO., WEST OF THE SOUTHERN PACIFIC RR STATION AND
 BP0287'BY THE NORTH FENCE OF THE STATION YARD.  A STANDARD DISK SET IN THE
 BP0287'TOP OF A CONCRETE POST.
 BP0287
 BP0287                          STATION RECOVERY (2001)
 BP0287
 BP0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0287'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BP0287
 BP0287                          STATION RECOVERY (2004)
 BP0287
 BP0287'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGG)
 BP0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0077 ***********************************************************************
 BY0077  DESIGNATION -  Z 250
 BY0077  PID         -  BY0077
 BY0077  STATE/COUNTY-  TX/SHELBY
 BY0077  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY0077
 BY0077                         *CURRENT SURVEY CONTROL
 BY0077  ___________________________________________________________________
 BY0077* NAD 83(1986)-  31 58 08.     (N)    094 04 55.     (W)     SCALED    
 BY0077* NAVD 88     -        64.990  (meters)     213.22   (feet)  ADJUSTED  
 BY0077  ___________________________________________________________________
 BY0077  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BY0077  DYNAMIC HT  -          64.914 (meters)     212.97  (feet)  COMP
 BY0077  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 BY0077
 BY0077  VERT ORDER  -  FIRST     CLASS II
 BY0077
 BY0077.The horizontal coordinates were scaled from a topographic map and have
 BY0077.an estimated accuracy of +/- 6 seconds.
 BY0077
 BY0077.The orthometric height was determined by differential leveling
 BY0077.and adjusted by the National Geodetic Survey in June 1991..
 BY0077
 BY0077.The geoid height was determined by GEOID03.
 BY0077
 BY0077.The dynamic height is computed by dividing the NAVD 88
 BY0077.geopotential number by the normal gravity value computed on the
 BY0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0077.degrees latitude (g = 980.6199 gals.).
 BY0077
 BY0077.The modeled gravity was interpolated from observed gravity values.
 BY0077
 BY0077;                    North         East    Units  Estimated Accuracy
 BY0077;SPC TX C     - 3,271,830.    1,290,620.      MT  (+/- 180 meters Scaled)
 BY0077
 BY0077                          SUPERSEDED SURVEY CONTROL
 BY0077
 BY0077  NGVD 29 (??/??/92)   65.04   (m)          213.4    (f) COMPUTED    1 2
 BY0077
 BY0077.Superseded values are not recommended for survey control.
 BY0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0077.See file dsdata.txt to determine how the superseded data were derived.
 BY0077
 BY0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR977374(NAD 83)
 BY0077_MARKER: DB = BENCH MARK DISK
 BY0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0077_SP_SET: BRIDGE RAIL
 BY0077_STAMPING: Z 250 1952
 BY0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0077
 BY0077  HISTORY     - Date     Condition        Report By
 BY0077  HISTORY     - 1952     MONUMENTED       CGS
 BY0077  HISTORY     - 1958     GOOD             NGS
 BY0077  HISTORY     - 1980     MARK NOT FOUND   USGS
 BY0077
 BY0077                          STATION DESCRIPTION
 BY0077
 BY0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0077'1.65 MI W FROM JOAQUIN.
 BY0077'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE TEXAS AND NEW ORLEANS
 BY0077'RAILROAD STATION AT JOAQUIN, THENCE 1.55 MILES WEST ALONG U.S. HIGHWAY
 BY0077'84, 14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 BY0077'THE WEST END OF THE NORTH CONCRETE GUARD RAIL OF A 110 FOOT CONCRETE
 BY0077'BRIDGE.
 BY0077
 BY0077                          STATION RECOVERY (1958)
 BY0077
 BY0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BY0077'RECOVERED IN GOOD CONDITION.
 BY0077
 BY0077                          STATION RECOVERY (1980)
 BY0077
 BY0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0077'HIGHWAY HAS BEEN RELOCATED AND THE BRIDGE NOW HAS A STEEL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0078 ***********************************************************************
 BY0078  DESIGNATION -  Z 250 RESET 1958
 BY0078  PID         -  BY0078
 BY0078  STATE/COUNTY-  TX/SHELBY
 BY0078  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY0078
 BY0078                         *CURRENT SURVEY CONTROL
 BY0078  ___________________________________________________________________
 BY0078* NAD 83(1986)-  31 58 08.     (N)    094 04 55.     (W)     SCALED    
 BY0078* NAVD 88     -        63.89   (meters)     209.6    (feet)  RESET     
 BY0078  ___________________________________________________________________
 BY0078  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BY0078
 BY0078  VERT ORDER  -  THIRD
 BY0078
 BY0078.The horizontal coordinates were scaled from a topographic map and have
 BY0078.an estimated accuracy of +/- 6 seconds.
 BY0078
 BY0078.The orthometric height was computed from unverified reset data.
 BY0078
 BY0078.The geoid height was determined by GEOID03.
 BY0078
 BY0078;                    North         East    Units  Estimated Accuracy
 BY0078;SPC TX C     - 3,271,830.    1,290,620.      MT  (+/- 180 meters Scaled)
 BY0078
 BY0078                          SUPERSEDED SURVEY CONTROL
 BY0078
 BY0078.No superseded survey control is available for this station.
 BY0078
 BY0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR977374(NAD 83)
 BY0078_MARKER: DB = BENCH MARK DISK
 BY0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0078_STAMPING: Z 250 RESET 1958
 BY0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0078+STABILITY: SURFACE MOTION
 BY0078
 BY0078  HISTORY     - Date     Condition        Report By
 BY0078  HISTORY     - 1958     MONUMENTED       CGS
 BY0078  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0078
 BY0078                          STATION DESCRIPTION
 BY0078
 BY0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY0078'1.7 MI W FROM JOAQUIN.
 BY0078'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY NO. 84 FROM THE MAIN STREET
 BY0078'INTERSECTION IN JOAQUIN, ABOUT 200 YARDS WEST OF A CONCRETE BRIDGE, IN
 BY0078'THE NORTH RIGHT-OF-WAY LINE OF THE HIGHWAY, IN THE CREEK BOTTOMS AND
 BY0078'AT THE WEST EDGE OF THE BRUSHY AREA, IN AN OPEN AREA LYING BETWEEN THE
 BY0078'HIGHWAY AND THE RAILROAD.  A STANDARD DISK STAMPED Z 250 RESET 1958 IN
 BY0078'A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 BY0078
 BY0078                          STATION RECOVERY (1979)
 BY0078
 BY0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1292 ***********************************************************************
 BY1292  DESIGNATION -  Z 251
 BY1292  PID         -  BY1292
 BY1292  STATE/COUNTY-  TX/CHEROKEE
 BY1292  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY1292
 BY1292                         *CURRENT SURVEY CONTROL
 BY1292  ___________________________________________________________________
 BY1292* NAD 83(1986)-  31 53 33.     (N)    095 04 07.     (W)     SCALED    
 BY1292* NAVD 88     -        83.013  (meters)     272.35   (feet)  ADJUSTED  
 BY1292  ___________________________________________________________________
 BY1292  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY1292  DYNAMIC HT  -          82.914 (meters)     272.03  (feet)  COMP
 BY1292  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 BY1292
 BY1292  VERT ORDER  -  FIRST     CLASS II
 BY1292
 BY1292.The horizontal coordinates were scaled from a topographic map and have
 BY1292.an estimated accuracy of +/- 6 seconds.
 BY1292
 BY1292.The orthometric height was determined by differential leveling
 BY1292.and adjusted by the National Geodetic Survey in June 1991..
 BY1292
 BY1292.The geoid height was determined by GEOID03.
 BY1292
 BY1292.The dynamic height is computed by dividing the NAVD 88
 BY1292.geopotential number by the normal gravity value computed on the
 BY1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1292.degrees latitude (g = 980.6199 gals.).
 BY1292
 BY1292.The modeled gravity was interpolated from observed gravity values.
 BY1292
 BY1292;                    North         East    Units  Estimated Accuracy
 BY1292;SPC TX C     - 3,258,540.    1,197,880.      MT  (+/- 180 meters Scaled)
 BY1292
 BY1292                          SUPERSEDED SURVEY CONTROL
 BY1292
 BY1292  NGVD 29 (??/??/92)   83.035  (m)          272.42   (f) ADJ UNCH    1 2
 BY1292
 BY1292.Superseded values are not recommended for survey control.
 BY1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1292.See file dsdata.txt to determine how the superseded data were derived.
 BY1292
 BY1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR043303(NAD 83)
 BY1292_MARKER: DB = BENCH MARK DISK
 BY1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1292_STAMPING: Z 251 1952
 BY1292_PROJECTION: PROJECTING 15 CENTIMETERS
 BY1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1292+STABILITY: SURFACE MOTION
 BY1292
 BY1292  HISTORY     - Date     Condition        Report By
 BY1292  HISTORY     - 1952     MONUMENTED       CGS
 BY1292  HISTORY     - 1979     GOOD             NGS
 BY1292
 BY1292                          STATION DESCRIPTION
 BY1292
 BY1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1292'0.45 MI E FROM PONTA.
 BY1292'0.45 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1292'STATION AT PONTA, 62 FEET SOUTHWEST OF MILEPOST 188, 76 FEET SOUTH OF
 BY1292'THE SOUTH RAIL, 106 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD AND
 BY1292'THE CENTER OF A WIRE GATE, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 BY1292'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BY1292'FOOT ABOVE THE GROUND.
 BY1292
 BY1292                          STATION RECOVERY (1979)
 BY1292
 BY1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1292'0.05 MILE EAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF STATE
 BY1292'HIGHWAY 110 IN PONTA, THENCE 0.5 MILE SOUTH ALONG A PAVED ROAD, THENCE
 BY1292'0.5 MILE EAST ALONG A DIRT ROAD, AT A WIRE GATE, 76.0 FT. SOUTH OF THE
 BY1292'SOUTH RAIL OF THE SOUTHERN PACIFIC RAILROAD, 106 FT. EAST OF THE
 BY1292'CENTER OF THE GATE, 2.0 FT. NORTH OF A FENCE.
 BY1292'THE MARK IS 2 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0022 ***********************************************************************
 BZ0022  DESIGNATION -  Z 252
 BZ0022  PID         -  BZ0022
 BZ0022  STATE/COUNTY-  TX/LIMESTONE
 BZ0022  USGS QUAD   -  TEAGUE SOUTH (1982)
 BZ0022
 BZ0022                         *CURRENT SURVEY CONTROL
 BZ0022  ___________________________________________________________________
 BZ0022* NAD 83(1986)-  31 31 23.     (N)    096 20 53.     (W)     SCALED    
 BZ0022* NAVD 88     -       132.310  (meters)     434.09   (feet)  ADJUSTED  
 BZ0022  ___________________________________________________________________
 BZ0022  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 BZ0022  DYNAMIC HT  -         132.150 (meters)     433.56  (feet)  COMP
 BZ0022  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 BZ0022
 BZ0022  VERT ORDER  -  FIRST     CLASS II
 BZ0022
 BZ0022.The horizontal coordinates were scaled from a topographic map and have
 BZ0022.an estimated accuracy of +/- 6 seconds.
 BZ0022
 BZ0022.The orthometric height was determined by differential leveling
 BZ0022.and adjusted by the National Geodetic Survey in June 1991..
 BZ0022.WARNING-Repeat measurements at this control monument indicate possible
 BZ0022.vertical movement.
 BZ0022
 BZ0022.The geoid height was determined by GEOID03.
 BZ0022
 BZ0022.The dynamic height is computed by dividing the NAVD 88
 BZ0022.geopotential number by the normal gravity value computed on the
 BZ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0022.degrees latitude (g = 980.6199 gals.).
 BZ0022
 BZ0022.The modeled gravity was interpolated from observed gravity values.
 BZ0022
 BZ0022;                    North         East    Units  Estimated Accuracy
 BZ0022;SPC TX C     - 3,212,570.    1,078,410.      MT  (+/- 180 meters Scaled)
 BZ0022
 BZ0022                          SUPERSEDED SURVEY CONTROL
 BZ0022
 BZ0022  NGVD 29 (??/??/92)  132.274  (m)          433.97   (f) ADJ UNCH    1 2
 BZ0022
 BZ0022.Superseded values are not recommended for survey control.
 BZ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0022.See file dsdata.txt to determine how the superseded data were derived.
 BZ0022
 BZ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV518906(NAD 83)
 BZ0022_MARKER: DB = BENCH MARK DISK
 BZ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0022_STAMPING: Z 252 1952
 BZ0022_PROJECTION: PROJECTING 4 CENTIMETERS
 BZ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0022+STABILITY: SURFACE MOTION
 BZ0022
 BZ0022  HISTORY     - Date     Condition        Report By
 BZ0022  HISTORY     - 1952     MONUMENTED       CGS
 BZ0022  HISTORY     - 1980     GOOD             NGS
 BZ0022
 BZ0022                          STATION DESCRIPTION
 BZ0022
 BZ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0022'1.5 MI NW FROM PERSONVILLE.
 BZ0022'1.5 MILES NORTHWEST ALONG FARM ROAD 39 FROM ITS INTERSECTION WITH
 BZ0022'STATE HIGHWAY 164 AT PERSONVILLE, 0.1 MILE NORTHWEST OF A PRIVATE
 BZ0022'DRIVEWAY LEADING SOUTHWEST TO A FARMHOUSE, AT THE SOUTHEAST END OF A
 BZ0022'FILL, 53 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 31 FEET
 BZ0022'NORTHWEST OF THE CENTER OF A WIRE GATE AND THE CENTER LINE OF A FIELD
 BZ0022'ROAD, 1.8 FEET SOUTHWEST OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS
 BZ0022'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BZ0022'THE GROUND.
 BZ0022
 BZ0022                          STATION RECOVERY (1980)
 BZ0022
 BZ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0022'2.3 KM. (1.45 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0022'STATE HIGHWAY 164 IN PERSONVILLE, 0.15 KM. (0.1 MI.) NORTHWEST OF A
 BZ0022'PRIVATE DRIVE LEADING SOUTHWEST TO A FARM HOUSE, 0.15 KM. (0.1 MI.)
 BZ0022'SOUTHEAST OF A CONCRETE CULVERT OVER A CREEK, AT THE SOUTHEAST END OF
 BZ0022'A LONG FILL, 16.2 M. (53.0 FT.) NORTHEAST OF THE CENTERLINE OF THE
 BZ0022'FARM ROAD, 9.4 M. (31.0 FT.) NORTHWEST OF THE CENTER OF A WIRE GATE
 BZ0022'AND AN ABANDONED FIELD ROAD, 0.5 M. (1.5 FT.) SOUTHWEST OF AN OLD
 BZ0022'FENCE LINE, 0.8 M. (2.5 FT.) NORTHEAST OF A FENCE.
 BZ0022'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BZ0022'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0296 ***********************************************************************
 GK0296  DESIGNATION -  Z 253
 GK0296  PID         -  GK0296
 GK0296  STATE/COUNTY-  TX/HANSFORD
 GK0296  USGS QUAD   -  BERNSTEIN (1974)
 GK0296
 GK0296                         *CURRENT SURVEY CONTROL
 GK0296  ___________________________________________________________________
 GK0296* NAD 83(1986)-  36 24 26.     (N)    101 21 09.     (W)     SCALED    
 GK0296* NAVD 88     -       952.489  (meters)    3124.96   (feet)  ADJUSTED  
 GK0296  ___________________________________________________________________
 GK0296  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GK0296  DYNAMIC HT  -         951.478 (meters)    3121.64  (feet)  COMP
 GK0296  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 GK0296
 GK0296  VERT ORDER  -  SECOND    CLASS 0
 GK0296
 GK0296.The horizontal coordinates were scaled from a topographic map and have
 GK0296.an estimated accuracy of +/- 6 seconds.
 GK0296
 GK0296.The orthometric height was determined by differential leveling
 GK0296.and adjusted by the National Geodetic Survey in June 1991..
 GK0296
 GK0296.The geoid height was determined by GEOID03.
 GK0296
 GK0296.The dynamic height is computed by dividing the NAVD 88
 GK0296.geopotential number by the normal gravity value computed on the
 GK0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0296.degrees latitude (g = 980.6199 gals.).
 GK0296
 GK0296.The modeled gravity was interpolated from observed gravity values.
 GK0296
 GK0296;                    North         East    Units  Estimated Accuracy
 GK0296;SPC TX N     - 1,267,080.      213,230.      MT  (+/- 180 meters Scaled)
 GK0296
 GK0296                          SUPERSEDED SURVEY CONTROL
 GK0296
 GK0296  NGVD 29 (??/??/92)  952.039  (m)         3123.48   (f) ADJ UNCH    2 0
 GK0296
 GK0296.Superseded values are not recommended for survey control.
 GK0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0296.See file dsdata.txt to determine how the superseded data were derived.
 GK0296
 GK0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF890316(NAD 83)
 GK0296_MARKER: DB = BENCH MARK DISK
 GK0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0296_STAMPING: Z 253 1934
 GK0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0296+STABILITY: SURFACE MOTION
 GK0296
 GK0296  HISTORY     - Date     Condition        Report By
 GK0296  HISTORY     - 1934     MONUMENTED       CGS
 GK0296  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0296
 GK0296                          STATION DESCRIPTION
 GK0296
 GK0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0296'6.7 MI SW FROM HITCHLAND.
 GK0296'6.7 MILES SOUTHWEST OF C.RI. AND G.RR. STATION AT HITCHLAND 0.3 MILE
 GK0296'NORTH OF BERSTEIN DEPOT, 15 FEET WEST OF ROAD, 10 FEET SOUTHEAST OF
 GK0296'TRACK OF CHICAGO ROCK ISLAND AND GULF RAILROAD TRACK, AT INTERSECTION
 GK0296'OF ROAD AND TRACK, AT FIFTH POLE NORTH OF MILEPOLE 101. NOTE-- RD.
 GK0296'CONSTR. IN AREA.
 GK0296
 GK0296                          STATION RECOVERY (1973)
 GK0296
 GK0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0320 ***********************************************************************
 GK0320  DESIGNATION -  Z 254
 GK0320  PID         -  GK0320
 GK0320  STATE/COUNTY-  TX/HANSFORD
 GK0320  USGS QUAD   -  HANSFORD (1962)
 GK0320
 GK0320                         *CURRENT SURVEY CONTROL
 GK0320  ___________________________________________________________________
 GK0320* NAD 83(1986)-  36 12 34.     (N)    101 18 59.     (W)     SCALED    
 GK0320* NAVD 88     -       958.903  (meters)    3146.00   (feet)  ADJUSTED  
 GK0320  ___________________________________________________________________
 GK0320  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GK0320  DYNAMIC HT  -         957.867 (meters)    3142.60  (feet)  COMP
 GK0320  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 GK0320
 GK0320  VERT ORDER  -  SECOND    CLASS 0
 GK0320
 GK0320.The horizontal coordinates were scaled from a topographic map and have
 GK0320.an estimated accuracy of +/- 6 seconds.
 GK0320
 GK0320.The orthometric height was determined by differential leveling
 GK0320.and adjusted by the National Geodetic Survey in June 1991..
 GK0320
 GK0320.The geoid height was determined by GEOID03.
 GK0320
 GK0320.The dynamic height is computed by dividing the NAVD 88
 GK0320.geopotential number by the normal gravity value computed on the
 GK0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0320.degrees latitude (g = 980.6199 gals.).
 GK0320
 GK0320.The modeled gravity was interpolated from observed gravity values.
 GK0320
 GK0320;                    North         East    Units  Estimated Accuracy
 GK0320;SPC TX N     - 1,245,130.      216,510.      MT  (+/- 180 meters Scaled)
 GK0320
 GK0320                          SUPERSEDED SURVEY CONTROL
 GK0320
 GK0320  NGVD 29 (??/??/92)  958.457  (m)         3144.54   (f) ADJ UNCH    2 0
 GK0320
 GK0320.Superseded values are not recommended for survey control.
 GK0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0320.See file dsdata.txt to determine how the superseded data were derived.
 GK0320
 GK0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF917096(NAD 83)
 GK0320_MARKER: DB = BENCH MARK DISK
 GK0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0320_SP_SET: HILL SUMMIT
 GK0320_STAMPING: Z 254 1934
 GK0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0320
 GK0320  HISTORY     - Date     Condition        Report By
 GK0320  HISTORY     - 1934     MONUMENTED       CGS
 GK0320  HISTORY     - 1943     GOOD             NGS
 GK0320  HISTORY     - 1968     GOOD             NGS
 GK0320
 GK0320                          STATION DESCRIPTION
 GK0320
 GK0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0320'6.6 MI SE FROM GRUVER.
 GK0320'ABOUT 6.6 MILES SOUTHEAST ALONG HIGHWAY 282 FROM THE CITY WATER TOWER
 GK0320'AT GRUVER, HANSFORD COUNTY, SET ON THE SUMMIT OF HILL, 231.0 FEET
 GK0320'SOUTHEAST OF A CORNER FENCE POST, 46.0 FEET NORTHEAST OF THE CENTER
 GK0320'LINE OF THE HIGHWAY, PROJECTING ABOUT 5-INCHES ABOVE THE GROUND, 2.0
 GK0320'FEET SOUTHWEST OF A WHITE REFERENCE POST.
 GK0320
 GK0320                          STATION RECOVERY (1968)
 GK0320
 GK0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GK0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0321 ***********************************************************************
 GK0321  DESIGNATION -  Z 254 RESET
 GK0321  PID         -  GK0321
 GK0321  STATE/COUNTY-  TX/HANSFORD
 GK0321  USGS QUAD   -  HANSFORD (1962)
 GK0321
 GK0321                         *CURRENT SURVEY CONTROL
 GK0321  ___________________________________________________________________
 GK0321* NAD 83(1986)-  36 12 34.     (N)    101 19 01.     (W)     SCALED    
 GK0321* NAVD 88     -       958.86   (meters)    3145.9    (feet)  RESET     
 GK0321  ___________________________________________________________________
 GK0321  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GK0321
 GK0321  VERT ORDER  -  THIRD
 GK0321
 GK0321.The horizontal coordinates were scaled from a topographic map and have
 GK0321.an estimated accuracy of +/- 6 seconds.
 GK0321
 GK0321.The orthometric height was computed from unverified reset data.
 GK0321.No vertical observational check was made to the station.
 GK0321
 GK0321.The geoid height was determined by GEOID03.
 GK0321
 GK0321;                    North         East    Units  Estimated Accuracy
 GK0321;SPC TX N     - 1,245,130.      216,460.      MT  (+/- 180 meters Scaled)
 GK0321
 GK0321                          SUPERSEDED SURVEY CONTROL
 GK0321
 GK0321  NGVD 29 (01/29/03)  958.41   (m)         3144.4    (f) RESET       3  
 GK0321
 GK0321.Superseded values are not recommended for survey control.
 GK0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0321.See file dsdata.txt to determine how the superseded data were derived.
 GK0321
 GK0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF917096(NAD 83)
 GK0321_MARKER: DB = BENCH MARK DISK
 GK0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0321_SP_SET: 10 BY 10-INCH CONCRETE POST
 GK0321_STAMPING: Z 254 RESET 1968
 GK0321_MARK LOGO: CGS   
 GK0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0321+STABILITY: SURFACE MOTION
 GK0321
 GK0321  HISTORY     - Date     Condition        Report By
 GK0321  HISTORY     - 1968     MONUMENTED       CGS
 GK0321
 GK0321                          STATION DESCRIPTION
 GK0321
 GK0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GK0321'6.3 MI E FROM GRUVER.
 GK0321'ABOUT 0.6 MILES EAST ALONG BUSINESS ROUTE 15 FROM THE JUNCTION OF
 GK0321'STATE HIGHWAY 136 IN GRUVER, THENCE 5.7 MILES EASTERLY ALONG STATE
 GK0321'HIGHWAY 15 TO SITE OF BENCH MARK.  IT IS 0.2 MILE EAST OF A POWER
 GK0321'PLANT, 100 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 15, 3 FEET
 GK0321'EAST OF A FENCE CORNER, AND 1 FOOT EAST OF A METAL WITNESS POST. A
 GK0321'STANDAD C AND GS BENCH MARK DISK SET IN A 10 X 10 IN. CONCRETE POST
 GK0321'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0051 ***********************************************************************
 GK0051  DESIGNATION -  Z 255
 GK0051  PID         -  GK0051
 GK0051  STATE/COUNTY-  TX/LIPSCOMB
 GK0051  USGS QUAD   -  DARROUZETT (1972)
 GK0051
 GK0051                         *CURRENT SURVEY CONTROL
 GK0051  ___________________________________________________________________
 GK0051* NAD 83(1986)-  36 26 10.     (N)    100 20 46.     (W)     SCALED    
 GK0051* NAVD 88     -       789.590  (meters)    2590.51   (feet)  ADJUSTED  
 GK0051  ___________________________________________________________________
 GK0051  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GK0051  DYNAMIC HT  -         788.784 (meters)    2587.87  (feet)  COMP
 GK0051  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 GK0051
 GK0051  VERT ORDER  -  SECOND    CLASS 0
 GK0051
 GK0051.The horizontal coordinates were scaled from a topographic map and have
 GK0051.an estimated accuracy of +/- 6 seconds.
 GK0051
 GK0051.The orthometric height was determined by differential leveling
 GK0051.and adjusted by the National Geodetic Survey in June 1991..
 GK0051
 GK0051.The geoid height was determined by GEOID03.
 GK0051
 GK0051.The dynamic height is computed by dividing the NAVD 88
 GK0051.geopotential number by the normal gravity value computed on the
 GK0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0051.degrees latitude (g = 980.6199 gals.).
 GK0051
 GK0051.The modeled gravity was interpolated from observed gravity values.
 GK0051
 GK0051;                    North         East    Units  Estimated Accuracy
 GK0051;SPC TX N     - 1,270,880.      303,470.      MT  (+/- 180 meters Scaled)
 GK0051
 GK0051                          SUPERSEDED SURVEY CONTROL
 GK0051
 GK0051  NGVD 29 (??/??/92)  789.270  (m)         2589.46   (f) ADJ UNCH    2 0
 GK0051
 GK0051.Superseded values are not recommended for survey control.
 GK0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0051.See file dsdata.txt to determine how the superseded data were derived.
 GK0051
 GK0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF793331(NAD 83)
 GK0051_MARKER: DB = BENCH MARK DISK
 GK0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0051_STAMPING: Z-255 1934
 GK0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0051+STABILITY: SURFACE MOTION
 GK0051
 GK0051  HISTORY     - Date     Condition        Report By
 GK0051  HISTORY     - 1934     MONUMENTED       CGS
 GK0051
 GK0051                          STATION DESCRIPTION
 GK0051
 GK0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0051'1.5 MI W FROM DARROUZETT.
 GK0051'1.5 MILE WEST OF DARROUZETT P. AND SF. RR. STATION 173 FEET WEST OF
 GK0051'MILEPOST 31, 78 FEET NORTH OF NEAREST RAIL OF PANHANDLE AND SANTA FE
 GK0051'TRACK, 35 FEET SOUTH OF CENTER-LINE OF SECTION LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0633 ***********************************************************************
 FL0633  DESIGNATION -  Z 256 RESET 1947
 FL0633  PID         -  FL0633
 FL0633  STATE/COUNTY-  TX/GRAY
 FL0633  USGS QUAD   -  HOOVER (1967)
 FL0633
 FL0633                         *CURRENT SURVEY CONTROL
 FL0633  ___________________________________________________________________
 FL0633* NAD 83(1986)-  35 35 32.     (N)    100 51 39.     (W)     SCALED    
 FL0633* NAVD 88     -       932.96   (+/-2cm)    3060.9    (feet)  VERTCON   
 FL0633  ___________________________________________________________________
 FL0633  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 FL0633
 FL0633  VERT ORDER  -  THIRD (See Below)
 FL0633
 FL0633.The horizontal coordinates were scaled from a topographic map and have
 FL0633.an estimated accuracy of +/- 6 seconds.
 FL0633
 FL0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0633.The vertical order pertains to the NGVD 29 superseded value.
 FL0633
 FL0633.The geoid height was determined by GEOID03.
 FL0633
 FL0633;                    North         East    Units  Estimated Accuracy
 FL0633;SPC TX N     - 1,176,820.      257,920.      MT  (+/- 180 meters Scaled)
 FL0633
 FL0633                          SUPERSEDED SURVEY CONTROL
 FL0633
 FL0633  NGVD 29 (??/??/??)  932.55   (m)         3059.5    (f) RESET       3  
 FL0633
 FL0633.Superseded values are not recommended for survey control.
 FL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0633.See file dsdata.txt to determine how the superseded data were derived.
 FL0633
 FL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE314403(NAD 83)
 FL0633_MARKER: DB = BENCH MARK DISK
 FL0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0633_STAMPING: Z 256 RESET 1947
 FL0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0633+STABILITY: SURFACE MOTION
 FL0633
 FL0633  HISTORY     - Date     Condition        Report By
 FL0633  HISTORY     - 1947     MONUMENTED       CGS
 FL0633  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0633
 FL0633                          STATION DESCRIPTION
 FL0633
 FL0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FL0633'0.6 MI W FROM HOOVER.
 FL0633'ABOUT 1.0 MILE WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0633'STATION AT HOOVER, GRAY COUNTY, ABOUT 1,104 FEET WEST OF THE EAST END
 FL0633'OF BRIDGE 492-A, AND 98.5 FEET NORTH OF THE CENTER LINE OF THE MAIN
 FL0633'TRACK.  A STANDARD DISK, STAMPED Z 256 RESET 1947 AND SET IN THE TOP
 FL0633'OF A CONCRETE POST.
 FL0633
 FL0633                          STATION RECOVERY (1966)
 FL0633
 FL0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0370 ***********************************************************************
 BZ0370  DESIGNATION -  Z 257
 BZ0370  PID         -  BZ0370
 BZ0370  STATE/COUNTY-  TX/LEON
 BZ0370  USGS QUAD   -  JEWETT (1982)
 BZ0370
 BZ0370                         *CURRENT SURVEY CONTROL
 BZ0370  ___________________________________________________________________
 BZ0370* NAD 83(1986)-  31 21 05.     (N)    096 09 00.     (W)     SCALED    
 BZ0370* NAVD 88     -       146.193  (meters)     479.63   (feet)  ADJUSTED  
 BZ0370  ___________________________________________________________________
 BZ0370  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0370  DYNAMIC HT  -         146.012 (meters)     479.04  (feet)  COMP
 BZ0370  MODELED GRAV-     979,397.3   (mgal)                       NAVD 88
 BZ0370
 BZ0370  VERT ORDER  -  FIRST     CLASS II
 BZ0370
 BZ0370.The horizontal coordinates were scaled from a topographic map and have
 BZ0370.an estimated accuracy of +/- 6 seconds.
 BZ0370
 BZ0370.The orthometric height was determined by differential leveling
 BZ0370.and adjusted by the National Geodetic Survey in June 1991..
 BZ0370
 BZ0370.The geoid height was determined by GEOID03.
 BZ0370
 BZ0370.The dynamic height is computed by dividing the NAVD 88
 BZ0370.geopotential number by the normal gravity value computed on the
 BZ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0370.degrees latitude (g = 980.6199 gals.).
 BZ0370
 BZ0370.The modeled gravity was interpolated from observed gravity values.
 BZ0370
 BZ0370;                    North         East    Units  Estimated Accuracy
 BZ0370;SPC TX C     - 3,194,250.    1,097,920.      MT  (+/- 180 meters Scaled)
 BZ0370
 BZ0370                          SUPERSEDED SURVEY CONTROL
 BZ0370
 BZ0370  NGVD 29 (??/??/92)  146.164  (m)          479.54   (f) ADJ UNCH    1 2
 BZ0370
 BZ0370.Superseded values are not recommended for survey control.
 BZ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0370.See file dsdata.txt to determine how the superseded data were derived.
 BZ0370
 BZ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV711720(NAD 83)
 BZ0370_MARKER: DB = BENCH MARK DISK
 BZ0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0370_SP_SET: ABUTMENT
 BZ0370_STAMPING: Z 257 1952
 BZ0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0370
 BZ0370  HISTORY     - Date     Condition        Report By
 BZ0370  HISTORY     - 1952     MONUMENTED       CGS
 BZ0370  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0370
 BZ0370                          STATION DESCRIPTION
 BZ0370
 BZ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0370'0.75 MI SW FROM JEWETT.
 BZ0370'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JEWETT STATE BANK
 BZ0370'AT JEWETT, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.5
 BZ0370'FEET ABOVE THE GROUND, SET VERTICALLY IN THE NORTHWEST SIDE OF THE
 BZ0370'SOUTHEAST ABUTMENT OF THE OVERPASS OF FARM ROAD 39.
 BZ0370
 BZ0370                          STATION RECOVERY (1980)
 BZ0370
 BZ0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0370'NOT RECOVERED, EVIDENCE INDICATES THAT MARK WAS REMOVED.  ASSUME LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0412 ***********************************************************************
 BZ0412  DESIGNATION -  Z 258
 BZ0412  PID         -  BZ0412
 BZ0412  STATE/COUNTY-  TX/LEON
 BZ0412  USGS QUAD   -  JEWETT (1982)
 BZ0412
 BZ0412                         *CURRENT SURVEY CONTROL
 BZ0412  ___________________________________________________________________
 BZ0412* NAD 83(1986)-  31 19 27.     (N)    096 11 20.     (W)     SCALED    
 BZ0412* NAVD 88     -       132.561  (meters)     434.91   (feet)  ADJUSTED  
 BZ0412  ___________________________________________________________________
 BZ0412  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BZ0412  DYNAMIC HT  -         132.397 (meters)     434.37  (feet)  COMP
 BZ0412  MODELED GRAV-     979,397.5   (mgal)                       NAVD 88
 BZ0412
 BZ0412  VERT ORDER  -  FIRST     CLASS II
 BZ0412
 BZ0412.The horizontal coordinates were scaled from a topographic map and have
 BZ0412.an estimated accuracy of +/- 6 seconds.
 BZ0412
 BZ0412.The orthometric height was determined by differential leveling
 BZ0412.and adjusted by the National Geodetic Survey in June 1991..
 BZ0412
 BZ0412.The geoid height was determined by GEOID03.
 BZ0412
 BZ0412.The dynamic height is computed by dividing the NAVD 88
 BZ0412.geopotential number by the normal gravity value computed on the
 BZ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0412.degrees latitude (g = 980.6199 gals.).
 BZ0412
 BZ0412.The modeled gravity was interpolated from observed gravity values.
 BZ0412
 BZ0412;                    North         East    Units  Estimated Accuracy
 BZ0412;SPC TX C     - 3,191,090.    1,094,340.      MT  (+/- 180 meters Scaled)
 BZ0412
 BZ0412                          SUPERSEDED SURVEY CONTROL
 BZ0412
 BZ0412  NGVD 29 (??/??/92)  132.535  (m)          434.83   (f) ADJ UNCH    1 2
 BZ0412
 BZ0412.Superseded values are not recommended for survey control.
 BZ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0412.See file dsdata.txt to determine how the superseded data were derived.
 BZ0412
 BZ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV675689(NAD 83)
 BZ0412_MARKER: DB = BENCH MARK DISK
 BZ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0412_STAMPING: Z 258 1952
 BZ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0412+STABILITY: SURFACE MOTION
 BZ0412
 BZ0412  HISTORY     - Date     Condition        Report By
 BZ0412  HISTORY     - 1952     MONUMENTED       CGS
 BZ0412
 BZ0412                          STATION DESCRIPTION
 BZ0412
 BZ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0412'3.85 MI SW FROM JEWETT.
 BZ0412'3.85 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0412'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT JEWETT, 64
 BZ0412'FEET NORTHEAST OF THE 4TH POLE NORTHEAST OF MILEPOST 47-20, 49 FEET
 BZ0412'SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT SOUTHEAST OF A FENCE, 2 FEET
 BZ0412'SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 BZ0412'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0586 ***********************************************************************
 GK0586  DESIGNATION -  Z 259
 GK0586  PID         -  GK0586
 GK0586  STATE/COUNTY-  TX/SHERMAN
 GK0586  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK0586
 GK0586                         *CURRENT SURVEY CONTROL
 GK0586  ___________________________________________________________________
 GK0586* NAD 83(1986)-  36 08 18.     (N)    101 42 12.     (W)     SCALED    
 GK0586* NAVD 88     -      1043.914  (meters)    3424.91   (feet)  ADJUSTED  
 GK0586  ___________________________________________________________________
 GK0586  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 GK0586  DYNAMIC HT  -        1042.752 (meters)    3421.10  (feet)  COMP
 GK0586  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 GK0586
 GK0586  VERT ORDER  -  SECOND    CLASS 0
 GK0586
 GK0586.The horizontal coordinates were scaled from a topographic map and have
 GK0586.an estimated accuracy of +/- 6 seconds.
 GK0586
 GK0586.The orthometric height was determined by differential leveling
 GK0586.and adjusted by the National Geodetic Survey in June 1991..
 GK0586
 GK0586.The geoid height was determined by GEOID03.
 GK0586
 GK0586.The dynamic height is computed by dividing the NAVD 88
 GK0586.geopotential number by the normal gravity value computed on the
 GK0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0586.degrees latitude (g = 980.6199 gals.).
 GK0586
 GK0586.The modeled gravity was interpolated from observed gravity values.
 GK0586
 GK0586;                    North         East    Units  Estimated Accuracy
 GK0586;SPC TX N     - 1,237,250.      181,700.      MT  (+/- 180 meters Scaled)
 GK0586
 GK0586                          SUPERSEDED SURVEY CONTROL
 GK0586
 GK0586  NGVD 29 (??/??/92) 1043.426  (m)         3423.31   (f) ADJ UNCH    2 0
 GK0586
 GK0586.Superseded values are not recommended for survey control.
 GK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0586.See file dsdata.txt to determine how the superseded data were derived.
 GK0586
 GK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF567026(NAD 83)
 GK0586_MARKER: DB = BENCH MARK DISK
 GK0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0586_STAMPING: Z 259 1952
 GK0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0586+STABILITY: SURFACE MOTION
 GK0586
 GK0586  HISTORY     - Date     Condition        Report By
 GK0586  HISTORY     - 1952     MONUMENTED       CGS
 GK0586
 GK0586                          STATION DESCRIPTION
 GK0586
 GK0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0586'15.0 MI NE FROM SUNRAY.
 GK0586'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0586'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 7.0 MILES EAST ALONG FARM
 GK0586'ROAD 1573, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD, 49 FEET
 GK0586'SOUTH OF THE CENTER LINE OF THE FARM ROAD, 23 FEET EAST OF A CONCRETE
 GK0586'HIGHWAY RIGHT OF WAY MARKER, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A
 GK0586'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GK0586'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0461 ***********************************************************************
 GK0461  DESIGNATION -  Z 260
 GK0461  PID         -  GK0461
 GK0461  STATE/COUNTY-  TX/SHERMAN
 GK0461  USGS QUAD   -  COLDWATER CREEK (1974)
 GK0461
 GK0461                         *CURRENT SURVEY CONTROL
 GK0461  ___________________________________________________________________
 GK0461* NAD 83(1986)-  36 19 39.     (N)    101 43 57.     (W)     SCALED    
 GK0461* NAVD 88     -      1052.674  (meters)    3453.65   (feet)  ADJUSTED  
 GK0461  ___________________________________________________________________
 GK0461  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 GK0461  DYNAMIC HT  -        1051.523 (meters)    3449.87  (feet)  COMP
 GK0461  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 GK0461
 GK0461  VERT ORDER  -  SECOND    CLASS 0
 GK0461
 GK0461.The horizontal coordinates were scaled from a topographic map and have
 GK0461.an estimated accuracy of +/- 6 seconds.
 GK0461
 GK0461.The orthometric height was determined by differential leveling
 GK0461.and adjusted by the National Geodetic Survey in June 1991..
 GK0461
 GK0461.The geoid height was determined by GEOID03.
 GK0461
 GK0461.The dynamic height is computed by dividing the NAVD 88
 GK0461.geopotential number by the normal gravity value computed on the
 GK0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0461.degrees latitude (g = 980.6199 gals.).
 GK0461
 GK0461.The modeled gravity was interpolated from observed gravity values.
 GK0461
 GK0461;                    North         East    Units  Estimated Accuracy
 GK0461;SPC TX N     - 1,258,240.      179,120.      MT  (+/- 180 meters Scaled)
 GK0461
 GK0461                          SUPERSEDED SURVEY CONTROL
 GK0461
 GK0461  NGVD 29 (??/??/92) 1052.205  (m)         3452.11   (f) ADJ UNCH    2 0
 GK0461
 GK0461.Superseded values are not recommended for survey control.
 GK0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0461.See file dsdata.txt to determine how the superseded data were derived.
 GK0461
 GK0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF547237(NAD 83)
 GK0461_MARKER: DB = BENCH MARK DISK
 GK0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0461_STAMPING: Z 260 1952
 GK0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0461+STABILITY: SURFACE MOTION
 GK0461
 GK0461  HISTORY     - Date     Condition        Report By
 GK0461  HISTORY     - 1952     MONUMENTED       CGS
 GK0461
 GK0461                          STATION DESCRIPTION
 GK0461
 GK0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0461'19.2 MI E FROM STRATFORD.
 GK0461'19.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0461'PACIFIC RAILROAD STATION AT STRATFORD, AT A JUNCTION WITH A PRIVATE
 GK0461'ROAD LEADING NORTH TO A FARMHOUSE, 48 FEET SOUTH OF THE CENTER LINE OF
 GK0461'THE FARM ROAD, 29 FEET EAST OF A FENCE LEADING SOUTH, 19 FEET EAST OF
 GK0461'THE CENTER OF A WIRE GATE, 2 FEET NORTH OF AN EAST AND WEST FENCE, 2
 GK0461'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GK0461'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0714 ***********************************************************************
 CT0714  DESIGNATION -  Z 261
 CT0714  PID         -  CT0714
 CT0714  STATE/COUNTY-  TX/JONES
 CT0714  USGS QUAD   -  HAWLEY NE (1984)
 CT0714
 CT0714                         *CURRENT SURVEY CONTROL
 CT0714  ___________________________________________________________________
 CT0714* NAD 83(1986)-  32 38 54.     (N)    099 49 54.     (W)     SCALED    
 CT0714* NAVD 88     -       523.546  (meters)    1717.67   (feet)  ADJUSTED  
 CT0714  ___________________________________________________________________
 CT0714  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CT0714  DYNAMIC HT  -         522.870 (meters)    1715.45  (feet)  COMP
 CT0714  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 CT0714
 CT0714  VERT ORDER  -  SECOND    CLASS 0
 CT0714
 CT0714.The horizontal coordinates were scaled from a topographic map and have
 CT0714.an estimated accuracy of +/- 6 seconds.
 CT0714
 CT0714.The orthometric height was determined by differential leveling
 CT0714.and adjusted by the National Geodetic Survey in June 1991..
 CT0714
 CT0714.The geoid height was determined by GEOID03.
 CT0714
 CT0714.The dynamic height is computed by dividing the NAVD 88
 CT0714.geopotential number by the normal gravity value computed on the
 CT0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0714.degrees latitude (g = 980.6199 gals.).
 CT0714
 CT0714.The modeled gravity was interpolated from observed gravity values.
 CT0714
 CT0714;                    North         East    Units  Estimated Accuracy
 CT0714;SPC TXNC     - 2,109,650.      475,080.      MT  (+/- 180 meters Scaled)
 CT0714
 CT0714                          SUPERSEDED SURVEY CONTROL
 CT0714
 CT0714  NGVD 29 (??/??/92)  523.368  (m)         1717.08   (f) ADJ UNCH    2 0
 CT0714
 CT0714.Superseded values are not recommended for survey control.
 CT0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0714.See file dsdata.txt to determine how the superseded data were derived.
 CT0714
 CT0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB220126(NAD 83)
 CT0714_MARKER: DB = BENCH MARK DISK
 CT0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0714_STAMPING: Z 261 1934
 CT0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0714+STABILITY: SURFACE MOTION
 CT0714
 CT0714  HISTORY     - Date     Condition        Report By
 CT0714  HISTORY     - 1934     MONUMENTED       CGS
 CT0714  HISTORY     - 1958     MARK NOT FOUND   NGS
 CT0714  HISTORY     - 1978     MARK NOT FOUND   USGS
 CT0714
 CT0714                          STATION DESCRIPTION
 CT0714
 CT0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0714'2.3 MI NW FROM HAWLEY.
 CT0714'2.3 MILES NORTHWEST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION
 CT0714'AT HAWLEY, JONES COUNTY, 0.2 MILE NORTHWEST OF MILEPOST 135, AT A ROAD
 CT0714'CROSSING, AND 15 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 CT0714'DISK, STAMPED Z 261 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CT0714
 CT0714                          STATION RECOVERY (1978)
 CT0714
 CT0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CT0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0271 ***********************************************************************
 DN0271  DESIGNATION -  Z 262
 DN0271  PID         -  DN0271
 DN0271  STATE/COUNTY-  TX/DENTON
 DN0271  USGS QUAD   -  HEBRON (1981)
 DN0271
 DN0271                         *CURRENT SURVEY CONTROL
 DN0271  ___________________________________________________________________
 DN0271* NAD 83(1986)-  33 05 16.     (N)    096 51 24.     (W)     SCALED    
 DN0271* NAVD 88     -       186.314  (meters)     611.27   (feet)  ADJUSTED  
 DN0271  ___________________________________________________________________
 DN0271  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DN0271  DYNAMIC HT  -         186.105 (meters)     610.58  (feet)  COMP
 DN0271  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 DN0271
 DN0271  VERT ORDER  -  SECOND    CLASS 0
 DN0271
 DN0271.The horizontal coordinates were scaled from a topographic map and have
 DN0271.an estimated accuracy of +/- 6 seconds.
 DN0271
 DN0271.The orthometric height was determined by differential leveling
 DN0271.and adjusted by the National Geodetic Survey in June 1991..
 DN0271
 DN0271.The geoid height was determined by GEOID03.
 DN0271
 DN0271.The dynamic height is computed by dividing the NAVD 88
 DN0271.geopotential number by the normal gravity value computed on the
 DN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0271.degrees latitude (g = 980.6199 gals.).
 DN0271
 DN0271.The modeled gravity was interpolated from observed gravity values.
 DN0271
 DN0271;                    North         East    Units  Estimated Accuracy
 DN0271;SPC TXNC     - 2,158,790.      753,400.      MT  (+/- 180 meters Scaled)
 DN0271
 DN0271                          SUPERSEDED SURVEY CONTROL
 DN0271
 DN0271  NGVD 29 (??/??/92)  186.324  (m)          611.30   (f) ADJ UNCH    2 0
 DN0271
 DN0271.Superseded values are not recommended for survey control.
 DN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0271.See file dsdata.txt to determine how the superseded data were derived.
 DN0271
 DN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB000630(NAD 83)
 DN0271_MARKER: DB = BENCH MARK DISK
 DN0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0271_STAMPING: Z 262 1934
 DN0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0271+STABILITY: SURFACE MOTION
 DN0271
 DN0271  HISTORY     - Date     Condition        Report By
 DN0271  HISTORY     - 1934     MONUMENTED       CGS
 DN0271  HISTORY     - 1954     GOOD             NGS
 DN0271  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 DN0271  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0271  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0271
 DN0271                          STATION DESCRIPTION
 DN0271
 DN0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0271'0.3 MI N FROM CAMEY.
 DN0271'0.3 MILE NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0271'FROM THE STATION SIGN AT CAMEY, 125 YARDS NORTH OF THE CENTER OF A
 DN0271'DIRT ROAD CROSSING, 45 FEET NORTHWEST OF THE 3RD POLE SOUTH OF
 DN0271'MILEPOST 690-10, 47 FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF A
 DN0271'FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DN0271'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 DN0271
 DN0271                          STATION RECOVERY (1995)
 DN0271
 DN0271'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0271'MARK NOT FOUND.
 DN0271
 DN0271                          STATION RECOVERY (1998)
 DN0271
 DN0271'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0271'MARK NOT FOUND.
 DN0271
 DN0271                          STATION RECOVERY (2005)
 DN0271
 DN0271'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0502 ***********************************************************************
 DN0502  DESIGNATION -  Z 263
 DN0502  PID         -  DN0502
 DN0502  STATE/COUNTY-  TX/GRAYSON
 DN0502  USGS QUAD   -  HOWE (1974)
 DN0502
 DN0502                         *CURRENT SURVEY CONTROL
 DN0502  ___________________________________________________________________
 DN0502* NAD 83(1986)-  33 34 42.     (N)    096 35 47.     (W)     SCALED    
 DN0502* NAVD 88     -       203.893  (meters)     668.94   (feet)  ADJUSTED  
 DN0502  ___________________________________________________________________
 DN0502  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DN0502  DYNAMIC HT  -         203.673 (meters)     668.22  (feet)  COMP
 DN0502  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 DN0502
 DN0502  VERT ORDER  -  SECOND    CLASS 0
 DN0502
 DN0502.The horizontal coordinates were scaled from a topographic map and have
 DN0502.an estimated accuracy of +/- 6 seconds.
 DN0502
 DN0502.The orthometric height was determined by differential leveling
 DN0502.and adjusted by the National Geodetic Survey in June 1991..
 DN0502.WARNING-Repeat measurements at this control monument indicate possible
 DN0502.vertical movement.
 DN0502
 DN0502.The geoid height was determined by GEOID03.
 DN0502
 DN0502.The dynamic height is computed by dividing the NAVD 88
 DN0502.geopotential number by the normal gravity value computed on the
 DN0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0502.degrees latitude (g = 980.6199 gals.).
 DN0502
 DN0502.The modeled gravity was interpolated from observed gravity values.
 DN0502
 DN0502;                    North         East    Units  Estimated Accuracy
 DN0502;SPC TXNC     - 2,213,590.      776,700.      MT  (+/- 180 meters Scaled)
 DN0502
 DN0502                          SUPERSEDED SURVEY CONTROL
 DN0502
 DN0502  NGVD 29 (??/??/92)  203.870  (m)          668.86   (f) ADJ UNCH    2 0
 DN0502
 DN0502.Superseded values are not recommended for survey control.
 DN0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0502.See file dsdata.txt to determine how the superseded data were derived.
 DN0502
 DN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC230179(NAD 83)
 DN0502_MARKER: DB = BENCH MARK DISK
 DN0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0502_STAMPING: Z 263 1934
 DN0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0502+STABILITY: SURFACE MOTION
 DN0502
 DN0502  HISTORY     - Date     Condition        Report By
 DN0502  HISTORY     - 1934     MONUMENTED       CGS
 DN0502  HISTORY     - 1952     GOOD             NGS
 DN0502
 DN0502                          STATION DESCRIPTION
 DN0502
 DN0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0502'4.5 MI SW FROM SHERMAN.
 DN0502'4.5 MILES SOUTHWEST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0502'RAILROAD FROM THE UNION STATION AT SHERMAN, 10 POLES NORTHEAST OF THE
 DN0502'U.S. HIGHWAY 75 OVERPASS, 10 RAILS NORTHEAST OF RAILROAD TRESTLE
 DN0502'650-5, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET NORTHWEST OF A
 DN0502'FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 DN0502'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0710 ***********************************************************************
 CS0710  DESIGNATION -  Z 265
 CS0710  PID         -  CS0710
 CS0710  STATE/COUNTY-  TX/ELLIS
 CS0710  USGS QUAD   -  FORRESTON (1978)
 CS0710
 CS0710                         *CURRENT SURVEY CONTROL
 CS0710  ___________________________________________________________________
 CS0710* NAD 83(1986)-  32 19 56.     (N)    096 51 23.     (W)     SCALED    
 CS0710* NAVD 88     -       184.087  (meters)     603.96   (feet)  ADJUSTED  
 CS0710  ___________________________________________________________________
 CS0710  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CS0710  DYNAMIC HT  -         183.869 (meters)     603.24  (feet)  COMP
 CS0710  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 CS0710
 CS0710  VERT ORDER  -  SECOND    CLASS 0
 CS0710
 CS0710.The horizontal coordinates were scaled from a topographic map and have
 CS0710.an estimated accuracy of +/- 6 seconds.
 CS0710
 CS0710.The orthometric height was determined by differential leveling
 CS0710.and adjusted by the National Geodetic Survey in June 1991..
 CS0710
 CS0710.The geoid height was determined by GEOID03.
 CS0710
 CS0710.The dynamic height is computed by dividing the NAVD 88
 CS0710.geopotential number by the normal gravity value computed on the
 CS0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0710.degrees latitude (g = 980.6199 gals.).
 CS0710
 CS0710.The modeled gravity was interpolated from observed gravity values.
 CS0710
 CS0710;                    North         East    Units  Estimated Accuracy
 CS0710;SPC TXNC     - 2,075,020.      754,730.      MT  (+/- 180 meters Scaled)
 CS0710
 CS0710                          SUPERSEDED SURVEY CONTROL
 CS0710
 CS0710  NGVD 29 (??/??/92)  184.076  (m)          603.92   (f) ADJ UNCH    2 0
 CS0710
 CS0710.Superseded values are not recommended for survey control.
 CS0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0710.See file dsdata.txt to determine how the superseded data were derived.
 CS0710
 CS0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA017792(NAD 83)
 CS0710_MARKER: DB = BENCH MARK DISK
 CS0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0710_STAMPING: Z 265 1934
 CS0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0710+STABILITY: SURFACE MOTION
 CS0710
 CS0710  HISTORY     - Date     Condition        Report By
 CS0710  HISTORY     - 1934     MONUMENTED       CGS
 CS0710  HISTORY     - 1942     GOOD             NGS
 CS0710  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0710
 CS0710                          STATION DESCRIPTION
 CS0710
 CS0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0710'4.1 MI S FROM WAXAHACHIE.
 CS0710'4.1 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS0710'WAXAHACHIE, ELLIS COUNTY, 12 FEET WEST OF MILEPOST 802, 23 YARDS EAST
 CS0710'OF U.S. HIGHWAY 77, AND 13 YARDS WEST OF THE TRACK.  A STANDARD DISK,
 CS0710'STAMPED Z 265 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CS0710
 CS0710                          STATION RECOVERY (1942)
 CS0710
 CS0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS0710'RECOVERED IN GOOD CONDITION.
 CS0710
 CS0710                          STATION RECOVERY (2002)
 CS0710
 CS0710'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0537 ***********************************************************************
 CR0537  DESIGNATION -  Z 266
 CR0537  PID         -  CR0537
 CR0537  STATE/COUNTY-  TX/ANDERSON
 CR0537  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0537
 CR0537                         *CURRENT SURVEY CONTROL
 CR0537  ___________________________________________________________________
 CR0537* NAD 83(1986)-  32 01 10.     (N)    095 46 42.     (W)     SCALED    
 CR0537* NAVD 88     -       111.659  (meters)     366.33   (feet)  ADJUSTED  
 CR0537  ___________________________________________________________________
 CR0537  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CR0537  DYNAMIC HT  -         111.528 (meters)     365.90  (feet)  COMP
 CR0537  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 CR0537
 CR0537  VERT ORDER  -  SECOND    CLASS 0
 CR0537
 CR0537.The horizontal coordinates were scaled from a topographic map and have
 CR0537.an estimated accuracy of +/- 6 seconds.
 CR0537
 CR0537.The orthometric height was determined by differential leveling
 CR0537.and adjusted by the National Geodetic Survey in June 1991..
 CR0537
 CR0537.The geoid height was determined by GEOID03.
 CR0537
 CR0537.The dynamic height is computed by dividing the NAVD 88
 CR0537.geopotential number by the normal gravity value computed on the
 CR0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0537.degrees latitude (g = 980.6199 gals.).
 CR0537
 CR0537.The modeled gravity was interpolated from observed gravity values.
 CR0537
 CR0537;                    North         East    Units  Estimated Accuracy
 CR0537;SPC TX C     - 3,269,640.    1,130,220.      MT  (+/- 180 meters Scaled)
 CR0537
 CR0537                          SUPERSEDED SURVEY CONTROL
 CR0537
 CR0537  NGVD 29 (??/??/92)  111.654  (m)          366.32   (f) ADJ UNCH    2 0
 CR0537
 CR0537.Superseded values are not recommended for survey control.
 CR0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0537.See file dsdata.txt to determine how the superseded data were derived.
 CR0537
 CR0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR375459(NAD 83)
 CR0537_MARKER: DB = BENCH MARK DISK
 CR0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0537_STAMPING: Z 266 1934
 CR0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0537+STABILITY: SURFACE MOTION
 CR0537
 CR0537  HISTORY     - Date     Condition        Report By
 CR0537  HISTORY     - 1934     MONUMENTED       CGS
 CR0537
 CR0537                          STATION DESCRIPTION
 CR0537
 CR0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0537'14.8 MI S FROM ATHENS.
 CR0537'14.8 MILES S OF AND ALONG STATE HIGHWAY NO. 19 18 YARDS E OF THE
 CR0537'CENTER OF THE HIGHWAY.  1 FOOT E OF FENCE.  500 YARDS N OF A CONCRETE
 CR0537'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0250 ***********************************************************************
 CS0250  DESIGNATION -  Z 267 RESET 1947
 CS0250  PID         -  CS0250
 CS0250  STATE/COUNTY-  TX/KAUFMAN
 CS0250  USGS QUAD   -  KAUFMAN (1963)
 CS0250
 CS0250                         *CURRENT SURVEY CONTROL
 CS0250  ___________________________________________________________________
 CS0250* NAD 83(1986)-  32 31 42.     (N)    096 17 01.     (W)     SCALED    
 CS0250* NAVD 88     -       117.402  (meters)     385.18   (feet)  ADJUSTED  
 CS0250  ___________________________________________________________________
 CS0250  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CS0250  DYNAMIC HT  -         117.270 (meters)     384.74  (feet)  COMP
 CS0250  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CS0250
 CS0250  VERT ORDER  -  SECOND    CLASS 0
 CS0250
 CS0250.The horizontal coordinates were scaled from a topographic map and have
 CS0250.an estimated accuracy of +/- 6 seconds.
 CS0250
 CS0250.The orthometric height was determined by differential leveling
 CS0250.and adjusted by the National Geodetic Survey in June 1991..
 CS0250
 CS0250.The geoid height was determined by GEOID03.
 CS0250
 CS0250.The dynamic height is computed by dividing the NAVD 88
 CS0250.geopotential number by the normal gravity value computed on the
 CS0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0250.degrees latitude (g = 980.6199 gals.).
 CS0250
 CS0250.The modeled gravity was interpolated from observed gravity values.
 CS0250
 CS0250;                    North         East    Units  Estimated Accuracy
 CS0250;SPC TXNC     - 2,097,750.      808,190.      MT  (+/- 180 meters Scaled)
 CS0250
 CS0250                          SUPERSEDED SURVEY CONTROL
 CS0250
 CS0250  NGVD 29 (??/??/92)  117.426  (m)          385.26   (f) ADJ UNCH    2 0
 CS0250
 CS0250.Superseded values are not recommended for survey control.
 CS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0250.See file dsdata.txt to determine how the superseded data were derived.
 CS0250
 CS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB551022(NAD 83)
 CS0250_MARKER: DB = BENCH MARK DISK
 CS0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0250_STAMPING: Z 267 1934 RESET 1947
 CS0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0250+STABILITY: SURFACE MOTION
 CS0250
 CS0250  HISTORY     - Date     Condition        Report By
 CS0250  HISTORY     - 1947     MONUMENTED       CGS
 CS0250
 CS0250                          STATION DESCRIPTION
 CS0250
 CS0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0250'4.3 MI SE FROM KAUFMAN.
 CS0250'ABOUT 4.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CS0250'FROM THE STATION AT KAUFMAN, 11 POLES SOUTH OF MILE POST 279, ABOUT
 CS0250'600 FEET SOUTH OF AN UNPAINTED FRAME HOUSE, 27 FEET WEST OF THE CENTER
 CS0250'LINE OF THE RAILROAD, 24 FEET EAST OF THE WEST RIGHT OF WAY FENCE, 19
 CS0250'FEET NORTHEAST OF A TELEPHONE POLE.  A BRONZE DISK SET IN THE TOP OF A
 CS0250'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1643 ***********************************************************************
 CS1643  DESIGNATION -  Z 268
 CS1643  PID         -  CS1643
 CS1643  STATE/COUNTY-  TX/TARRANT
 CS1643  USGS QUAD   -  FORT WORTH (1981)
 CS1643
 CS1643                         *CURRENT SURVEY CONTROL
 CS1643  ___________________________________________________________________
 CS1643* NAD 83(1986)-  32 44 37.     (N)    097 17 45.     (W)     SCALED    
 CS1643* NAVD 88     -       166.918  (meters)     547.63   (feet)  ADJUSTED  
 CS1643  ___________________________________________________________________
 CS1643  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS1643  DYNAMIC HT  -         166.723 (meters)     546.99  (feet)  COMP
 CS1643  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 CS1643
 CS1643  VERT ORDER  -  FIRST     CLASS II
 CS1643
 CS1643.The horizontal coordinates were scaled from a topographic map and have
 CS1643.an estimated accuracy of +/- 6 seconds.
 CS1643
 CS1643.The orthometric height was determined by differential leveling
 CS1643.and adjusted by the National Geodetic Survey in June 1991..
 CS1643.WARNING-Repeat measurements at this control monument indicate possible
 CS1643.vertical movement.
 CS1643
 CS1643.The geoid height was determined by GEOID03.
 CS1643
 CS1643.The dynamic height is computed by dividing the NAVD 88
 CS1643.geopotential number by the normal gravity value computed on the
 CS1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1643.degrees latitude (g = 980.6199 gals.).
 CS1643
 CS1643.The modeled gravity was interpolated from observed gravity values.
 CS1643
 CS1643;                    North         East    Units  Estimated Accuracy
 CS1643;SPC TXNC     - 2,120,070.      712,840.      MT  (+/- 180 meters Scaled)
 CS1643
 CS1643                          SUPERSEDED SURVEY CONTROL
 CS1643
 CS1643  NGVD 29 (??/??/92)  166.88   (m)          547.5    (f) COMPUTED    1 2
 CS1643
 CS1643.Superseded values are not recommended for survey control.
 CS1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1643.See file dsdata.txt to determine how the superseded data were derived.
 CS1643
 CS1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB596241(NAD 83)
 CS1643_MARKER: DB = BENCH MARK DISK
 CS1643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1643_SP_SET: ABUTMENT
 CS1643_STAMPING: Z 268 1934
 CS1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1643
 CS1643  HISTORY     - Date     Condition        Report By
 CS1643  HISTORY     - 1934     MONUMENTED       CGS
 CS1643  HISTORY     - 1957     GOOD             NGS
 CS1643  HISTORY     - 1984     GOOD             NGS
 CS1643  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1643
 CS1643                          STATION DESCRIPTION
 CS1643
 CS1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1643'2.4 MI SE FROM FORT WORTH.
 CS1643'2.4 MILES SOUTHEAST OF THE TARRANT COUNTY COURT HOUSE, IN THE T. AND
 CS1643'P.R.R. BRIDGE OVER SYCAMORE CREEK, IN THE NORTH END OF THE WEST
 CS1643'ABUTMENT OF BRIDGE NO. 244, ABOUT 0.1 MILE SOUTH OF EAST LANCASTER AND
 CS1643'HIGHWAY NO. 80 OPPOSITE THE JUNCTION OF BOMAR STREET AND EAST
 CS1643'LANCASTER.  A STANDARD DISK STAMPED Z 268 1934 IN THE TOP OF THE
 CS1643'NORTHWEST CORNER OF THE BRIDGE AND ABOUT 1 FOOT LOWER THAN THE RAIL.
 CS1643
 CS1643                          STATION RECOVERY (1984)
 CS1643
 CS1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1643'RECOVERED IN GOOD CONDITION.
 CS1643
 CS1643                          STATION RECOVERY (1986)
 CS1643
 CS1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0206 ***********************************************************************
 BZ0206  DESIGNATION -  Z 269
 BZ0206  PID         -  BZ0206
 BZ0206  STATE/COUNTY-  TX/FREESTONE
 BZ0206  USGS QUAD   -  KIRVIN (1982)
 BZ0206
 BZ0206                         *CURRENT SURVEY CONTROL
 BZ0206  ___________________________________________________________________
 BZ0206* NAD 83(1986)-  31 49 17.     (N)    096 15 25.     (W)     SCALED    
 BZ0206* NAVD 88     -        94.897  (meters)     311.34   (feet)  ADJUSTED  
 BZ0206  ___________________________________________________________________
 BZ0206  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 BZ0206  DYNAMIC HT  -          94.785 (meters)     310.97  (feet)  COMP
 BZ0206  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 BZ0206
 BZ0206  VERT ORDER  -  SECOND    CLASS 0
 BZ0206
 BZ0206.The horizontal coordinates were scaled from a topographic map and have
 BZ0206.an estimated accuracy of +/- 6 seconds.
 BZ0206
 BZ0206.The orthometric height was determined by differential leveling
 BZ0206.and adjusted by the National Geodetic Survey in June 1991..
 BZ0206
 BZ0206.The geoid height was determined by GEOID03.
 BZ0206
 BZ0206.The dynamic height is computed by dividing the NAVD 88
 BZ0206.geopotential number by the normal gravity value computed on the
 BZ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0206.degrees latitude (g = 980.6199 gals.).
 BZ0206
 BZ0206.The modeled gravity was interpolated from observed gravity values.
 BZ0206
 BZ0206;                    North         East    Units  Estimated Accuracy
 BZ0206;SPC TX C     - 3,245,940.    1,085,840.      MT  (+/- 180 meters Scaled)
 BZ0206
 BZ0206                          SUPERSEDED SURVEY CONTROL
 BZ0206
 BZ0206  NGVD 29 (??/??/92)   94.88   (m)          311.3    (f) COMPUTED    2 0
 BZ0206
 BZ0206.Superseded values are not recommended for survey control.
 BZ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0206.See file dsdata.txt to determine how the superseded data were derived.
 BZ0206
 BZ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA596239(NAD 83)
 BZ0206_MARKER: DB = BENCH MARK DISK
 BZ0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0206_SP_SET: BRIDGE
 BZ0206_STAMPING: Z 269 1934
 BZ0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0206
 BZ0206  HISTORY     - Date     Condition        Report By
 BZ0206  HISTORY     - 1934     MONUMENTED       CGS
 BZ0206  HISTORY     - 1947     GOOD             NGS
 BZ0206  HISTORY     - 1952     MARK NOT FOUND   LOCENG
 BZ0206
 BZ0206                          STATION DESCRIPTION
 BZ0206
 BZ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0206'6.0 MI SE FROM STREETMAN.
 BZ0206'6.0 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 75 FROM THE BURLINGTON-ROCK
 BZ0206'ISLAND RAILROAD OVER PASS AT STREETMAN, AT THE SOUTHEAST END OF A
 BZ0206'CONCRETE BRIDGE OVER GRINDSTONE CREEK (THIS IS THE MOST NORTHWESTERLY
 BZ0206'BRIDGE OF TWO LARGE CONCRETE BRIDGES), 12.4 FEET SOUTHWEST OF THE
 BZ0206'CENTER OF THE HIGHWAY, 0.9 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 BZ0206'BASE OF THE SOUTHWEST CONCRETE BANISTER OF THE BRIDGE, SET IN TOP OF
 BZ0206'THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE BRIDGE, ABOUT THE
 BZ0206'SAME ELEVATION AS THE HIGHWAY.  NOTE-- THIS BENCH MARK IS ALSO 8.7
 BZ0206'MILES NORTHWEST ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF U.S.
 BZ0206'HIGHWAY NO. 75 AND U.S. HIGHWAY NO. 84 AT FAIRFIELD.
 BZ0206
 BZ0206                          STATION RECOVERY (1952)
 BZ0206
 BZ0206'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 BZ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0407 ***********************************************************************
 DO0407  DESIGNATION -  Z 270
 DO0407  PID         -  DO0407
 DO0407  STATE/COUNTY-  TX/BAYLOR
 DO0407  USGS QUAD   -  SEYMOUR WEST (1966)
 DO0407
 DO0407                         *CURRENT SURVEY CONTROL
 DO0407  ___________________________________________________________________
 DO0407* NAD 83(1986)-  33 31 07.     (N)    099 16 13.     (W)     SCALED    
 DO0407* NAVD 88     -       410.427  (meters)    1346.54   (feet)  ADJUSTED  
 DO0407  ___________________________________________________________________
 DO0407  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DO0407  DYNAMIC HT  -         409.954 (meters)    1344.99  (feet)  COMP
 DO0407  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 DO0407
 DO0407  VERT ORDER  -  SECOND    CLASS 0
 DO0407
 DO0407.The horizontal coordinates were scaled from a topographic map and have
 DO0407.an estimated accuracy of +/- 6 seconds.
 DO0407
 DO0407.The orthometric height was determined by differential leveling
 DO0407.and adjusted by the National Geodetic Survey in June 1991..
 DO0407
 DO0407.The geoid height was determined by GEOID03.
 DO0407
 DO0407.The dynamic height is computed by dividing the NAVD 88
 DO0407.geopotential number by the normal gravity value computed on the
 DO0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0407.degrees latitude (g = 980.6199 gals.).
 DO0407
 DO0407.The modeled gravity was interpolated from observed gravity values.
 DO0407
 DO0407;                    North         East    Units  Estimated Accuracy
 DO0407;SPC TXNC     - 2,205,630.      528,450.      MT  (+/- 180 meters Scaled)
 DO0407
 DO0407                          SUPERSEDED SURVEY CONTROL
 DO0407
 DO0407  NGVD 29 (??/??/92)  410.306  (m)         1346.15   (f) ADJ UNCH    2 0
 DO0407
 DO0407.Superseded values are not recommended for survey control.
 DO0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0407.See file dsdata.txt to determine how the superseded data were derived.
 DO0407
 DO0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC749088(NAD 83)
 DO0407_MARKER: DB = BENCH MARK DISK
 DO0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0407_SP_SET: FENCE
 DO0407_STAMPING: Z 270 1934
 DO0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0407
 DO0407  HISTORY     - Date     Condition        Report By
 DO0407  HISTORY     - 1934     MONUMENTED       CGS
 DO0407  HISTORY     - 1965     GOOD             USGS
 DO0407
 DO0407                          STATION DESCRIPTION
 DO0407
 DO0407'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0407'5.60 MI SW FROM SEYMOUR.
 DO0407'5.60 MILES SOUTHWEST ALONG U.S. HIGHWAY FROM THE COURT HOUSE IN
 DO0407'SEYMOUR, TEXAS, 25.35 MILES NORTHEAST ALONG U.S. HWY 283 FROM THE
 DO0407'JUNCTION OF U.S. 283 AND STATE NO. 24 IN THROCKMORTON, TEXAS.  105
 DO0407'FEET WEST OF CENTER LINE OF HIGHWAY, 45 FEET WEST OF YELLOW WOOD
 DO0407'HIGHWAY R.O.W POST SET IN R.O.W. FENCE, ON THE NORTH SLOPE OF A HILL
 DO0407'ABOUT 25 FEET FROM THE CREST, WEST ACROSS THE HIGHWAY FROM THE SOUTH
 DO0407'TANK OF 3 OIL TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0367 ***********************************************************************
 CT0367  DESIGNATION -  Z 271 RESET 1960
 CT0367  PID         -  CT0367
 CT0367  STATE/COUNTY-  TX/SHACKELFORD
 CT0367  USGS QUAD   -  ROUND HILL (1965)
 CT0367
 CT0367                         *CURRENT SURVEY CONTROL
 CT0367  ___________________________________________________________________
 CT0367* NAD 83(1986)-  32 50 13.     (N)    099 15 36.     (W)     SCALED    
 CT0367* NAVD 88     -       407.48   (meters)    1336.9    (feet)  RESET     
 CT0367  ___________________________________________________________________
 CT0367  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CT0367
 CT0367  VERT ORDER  -  THIRD
 CT0367
 CT0367.The horizontal coordinates were scaled from a topographic map and have
 CT0367.an estimated accuracy of +/- 6 seconds.
 CT0367
 CT0367.The orthometric height was computed from unverified reset data.
 CT0367
 CT0367.The geoid height was determined by GEOID03.
 CT0367
 CT0367;                    North         East    Units  Estimated Accuracy
 CT0367;SPC TXNC     - 2,130,030.      528,850.      MT  (+/- 180 meters Scaled)
 CT0367
 CT0367                          SUPERSEDED SURVEY CONTROL
 CT0367
 CT0367.No superseded survey control is available for this station.
 CT0367
 CT0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB756332(NAD 83)
 CT0367_MARKER: DB = BENCH MARK DISK
 CT0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0367_SP_SET: BRIDGE
 CT0367_STAMPING: Z 271 RESET 1960
 CT0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0367
 CT0367  HISTORY     - Date     Condition        Report By
 CT0367  HISTORY     - 1960     MONUMENTED       TXHD
 CT0367
 CT0367                          STATION DESCRIPTION
 CT0367
 CT0367'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 CT0367'8.5 MI N FROM ALBANY.
 CT0367'THIS MARK IS LOCATED 8.5 MILES NORTH ALONG U.S. HIGHWAY 283 FROM
 CT0367'ALBANY, AT A CONCRETE BRIDGE AT THE SOUTH END OF BRIDGE, IN CONCRETE
 CT0367'EARWALL, 21.5 FEET WEST OF THE CENTERLINE OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0282 ***********************************************************************
 CT0282  DESIGNATION -  Z 272
 CT0282  PID         -  CT0282
 CT0282  STATE/COUNTY-  TX/PALO PINTO
 CT0282  USGS QUAD   -  CADDO NE (1967)
 CT0282
 CT0282                         *CURRENT SURVEY CONTROL
 CT0282  ___________________________________________________________________
 CT0282* NAD 83(1986)-  32 44 18.     (N)    098 33 06.     (W)     SCALED    
 CT0282* NAVD 88     -       402.399  (meters)    1320.20   (feet)  ADJUSTED  
 CT0282  ___________________________________________________________________
 CT0282  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CT0282  DYNAMIC HT  -         401.895 (meters)    1318.55  (feet)  COMP
 CT0282  MODELED GRAV-     979,374.6   (mgal)                       NAVD 88
 CT0282
 CT0282  VERT ORDER  -  SECOND    CLASS 0
 CT0282
 CT0282.The horizontal coordinates were scaled from a topographic map and have
 CT0282.an estimated accuracy of +/- 6 seconds.
 CT0282
 CT0282.The orthometric height was determined by differential leveling
 CT0282.and adjusted by the National Geodetic Survey in June 1991..
 CT0282
 CT0282.The geoid height was determined by GEOID03.
 CT0282
 CT0282.The dynamic height is computed by dividing the NAVD 88
 CT0282.geopotential number by the normal gravity value computed on the
 CT0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0282.degrees latitude (g = 980.6199 gals.).
 CT0282
 CT0282.The modeled gravity was interpolated from observed gravity values.
 CT0282
 CT0282;                    North         East    Units  Estimated Accuracy
 CT0282;SPC TXNC     - 2,118,840.      595,160.      MT  (+/- 180 meters Scaled)
 CT0282
 CT0282                          SUPERSEDED SURVEY CONTROL
 CT0282
 CT0282  NGVD 29 (??/??/92)  402.294  (m)         1319.86   (f) ADJ UNCH    2 0
 CT0282
 CT0282.Superseded values are not recommended for survey control.
 CT0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0282.See file dsdata.txt to determine how the superseded data were derived.
 CT0282
 CT0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB420223(NAD 83)
 CT0282_MARKER: DB = BENCH MARK DISK
 CT0282_SETTING: 66 = SET IN ROCK OUTCROP
 CT0282_SP_SET: ROCK OUTCROP
 CT0282_STAMPING: Z 272 1934
 CT0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0282+STABILITY: POSITION/ELEVATION WELL
 CT0282
 CT0282  HISTORY     - Date     Condition        Report By
 CT0282  HISTORY     - 1934     MONUMENTED       CGS
 CT0282  HISTORY     - 1967     MARK NOT FOUND   USGS
 CT0282  HISTORY     - 1980     MARK NOT FOUND   NGS
 CT0282  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0282
 CT0282                          STATION DESCRIPTION
 CT0282
 CT0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0282'7.1 MI E FROM CADDO.
 CT0282'IN PALO PINTO COUNTY, 7.1 MILES EAST ALONG U.S. HIGHWAY 180 FROM
 CT0282'CADDO, STEPHENS COUNTY, ABOUT 100 YARDS NORTHEAST OF A CONCRETE
 CT0282'BRIDGE, 45 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 CT0282'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP
 CT0282'MARKED WITH A PYRAMID OF ROCKS.  A STANDARD DISK, STAMPED Z 272 1934.
 CT0282
 CT0282                          STATION RECOVERY (1967)
 CT0282
 CT0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CT0282'MARK NOT FOUND.
 CT0282
 CT0282                          STATION RECOVERY (1980)
 CT0282
 CT0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CT0282'MARK NOT FOUND.
 CT0282
 CT0282                          STATION RECOVERY (1998)
 CT0282
 CT0282'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0237 ***********************************************************************
 CT0237  DESIGNATION -  Z 273
 CT0237  PID         -  CT0237
 CT0237  STATE/COUNTY-  TX/COMANCHE
 CT0237  USGS QUAD   -  GORMAN (1968)
 CT0237
 CT0237                         *CURRENT SURVEY CONTROL
 CT0237  ___________________________________________________________________
 CT0237* NAD 83(1986)-  32 07 37.     (N)    098 37 59.     (W)     SCALED    
 CT0237* NAVD 88     -       401.448  (meters)    1317.08   (feet)  ADJUSTED  
 CT0237  ___________________________________________________________________
 CT0237  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CT0237  DYNAMIC HT  -         400.934 (meters)    1315.40  (feet)  COMP
 CT0237  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 CT0237
 CT0237  VERT ORDER  -  SECOND    CLASS 0
 CT0237
 CT0237.The horizontal coordinates were scaled from a topographic map and have
 CT0237.an estimated accuracy of +/- 6 seconds.
 CT0237
 CT0237.The orthometric height was determined by differential leveling
 CT0237.and adjusted by the National Geodetic Survey in June 1991..
 CT0237
 CT0237.The geoid height was determined by GEOID03.
 CT0237
 CT0237.The dynamic height is computed by dividing the NAVD 88
 CT0237.geopotential number by the normal gravity value computed on the
 CT0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0237.degrees latitude (g = 980.6199 gals.).
 CT0237
 CT0237.The modeled gravity was interpolated from observed gravity values.
 CT0237
 CT0237;                    North         East    Units  Estimated Accuracy
 CT0237;SPC TX C     - 3,273,980.      860,450.      MT  (+/- 180 meters Scaled)
 CT0237
 CT0237                          SUPERSEDED SURVEY CONTROL
 CT0237
 CT0237  NGVD 29 (??/??/92)  401.352  (m)         1316.77   (f) ADJ UNCH    2 0
 CT0237
 CT0237.Superseded values are not recommended for survey control.
 CT0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0237.See file dsdata.txt to determine how the superseded data were derived.
 CT0237
 CT0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA346545(NAD 83)
 CT0237_MARKER: DB = BENCH MARK DISK
 CT0237_SETTING: 66 = SET IN ROCK OUTCROP
 CT0237_SP_SET: ROCK OUTCROP
 CT0237_STAMPING: Z 273 1934
 CT0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0237+STABILITY: POSITION/ELEVATION WELL
 CT0237
 CT0237  HISTORY     - Date     Condition        Report By
 CT0237  HISTORY     - 1934     MONUMENTED       CGS
 CT0237
 CT0237                          STATION DESCRIPTION
 CT0237
 CT0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0237'6.0 MI W FROM DELEON.
 CT0237'6.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0237'THE STATION AT DELEON, COMANCHE COUNTY, 15 FEET NORTHWEST OF MILEPOST
 CT0237'6, AT A COUNTY-ROAD CROSSING, 48 FEET SOUTHWEST OF THE CENTERLINE OF
 CT0237'THE TRACK, 15 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND IN THE
 CT0237'TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED Z 273 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0431 ***********************************************************************
 DM0431  DESIGNATION -  Z 275
 DM0431  PID         -  DM0431
 DM0431  STATE/COUNTY-  TX/FRANKLIN
 DM0431  USGS QUAD   -  MOUNT VERNON (1964)
 DM0431
 DM0431                         *CURRENT SURVEY CONTROL
 DM0431  ___________________________________________________________________
 DM0431* NAD 83(1986)-  33 11 07.     (N)    095 13 02.     (W)     SCALED    
 DM0431* NAVD 88     -       137.065  (meters)     449.69   (feet)  ADJUSTED  
 DM0431  ___________________________________________________________________
 DM0431  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM0431  DYNAMIC HT  -         136.915 (meters)     449.20  (feet)  COMP
 DM0431  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 DM0431
 DM0431  VERT ORDER  -  SECOND    CLASS 0
 DM0431
 DM0431.The horizontal coordinates were scaled from a topographic map and have
 DM0431.an estimated accuracy of +/- 6 seconds.
 DM0431
 DM0431.The orthometric height was determined by differential leveling
 DM0431.and adjusted by the National Geodetic Survey in June 1991..
 DM0431
 DM0431.The geoid height was determined by GEOID03.
 DM0431
 DM0431.The dynamic height is computed by dividing the NAVD 88
 DM0431.geopotential number by the normal gravity value computed on the
 DM0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0431.degrees latitude (g = 980.6199 gals.).
 DM0431
 DM0431.The modeled gravity was interpolated from observed gravity values.
 DM0431
 DM0431;                    North         East    Units  Estimated Accuracy
 DM0431;SPC TXNC     - 2,173,180.      906,060.      MT  (+/- 180 meters Scaled)
 DM0431
 DM0431                          SUPERSEDED SURVEY CONTROL
 DM0431
 DM0431  NGVD 29 (??/??/92)  137.070  (m)          449.70   (f) ADJ UNCH    2 0
 DM0431
 DM0431.Superseded values are not recommended for survey control.
 DM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0431.See file dsdata.txt to determine how the superseded data were derived.
 DM0431
 DM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS932740(NAD 83)
 DM0431_MARKER: DB = BENCH MARK DISK
 DM0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0431_SP_SET: CULVERT
 DM0431_STAMPING: Z 275 1934
 DM0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0431
 DM0431  HISTORY     - Date     Condition        Report By
 DM0431  HISTORY     - 1934     MONUMENTED       CGS
 DM0431
 DM0431                          STATION DESCRIPTION
 DM0431
 DM0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0431'0.4 MI E FROM MOUNT VERNON.
 DM0431'0.4 MI E OF AND ALONG THE ST. L AND SW R R.  75 FEET SW OF MILE POST
 DM0431'495.  30 FEET S OF CENTER OF TRACK.  DISK SET HORIZONTALLY ON E
 DM0431'ABUTMENT OF A LARGE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0359 ***********************************************************************
 CR0359  DESIGNATION -  Z 276
 CR0359  PID         -  CR0359
 CR0359  STATE/COUNTY-  TX/UPSHUR
 CR0359  USGS QUAD   -  PRITCHETT (1981)
 CR0359
 CR0359                         *CURRENT SURVEY CONTROL
 CR0359  ___________________________________________________________________
 CR0359* NAD 83(1986)-  32 37 41.     (N)    095 03 36.     (W)     SCALED    
 CR0359* NAVD 88     -       117.038  (meters)     383.98   (feet)  ADJUSTED  
 CR0359  ___________________________________________________________________
 CR0359  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CR0359  DYNAMIC HT  -         116.904 (meters)     383.54  (feet)  COMP
 CR0359  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CR0359
 CR0359  VERT ORDER  -  SECOND    CLASS 0
 CR0359
 CR0359.The horizontal coordinates were scaled from a topographic map and have
 CR0359.an estimated accuracy of +/- 6 seconds.
 CR0359
 CR0359.The orthometric height was determined by differential leveling
 CR0359.and adjusted by the National Geodetic Survey in June 1991..
 CR0359
 CR0359.The geoid height was determined by GEOID03.
 CR0359
 CR0359.The dynamic height is computed by dividing the NAVD 88
 CR0359.geopotential number by the normal gravity value computed on the
 CR0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0359.degrees latitude (g = 980.6199 gals.).
 CR0359
 CR0359.The modeled gravity was interpolated from observed gravity values.
 CR0359
 CR0359;                    North         East    Units  Estimated Accuracy
 CR0359;SPC TXNC     - 2,111,890.      922,730.      MT  (+/- 180 meters Scaled)
 CR0359
 CR0359                          SUPERSEDED SURVEY CONTROL
 CR0359
 CR0359  NGVD 29 (??/??/92)  117.061  (m)          384.06   (f) ADJ UNCH    2 0
 CR0359
 CR0359.Superseded values are not recommended for survey control.
 CR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0359.See file dsdata.txt to determine how the superseded data were derived.
 CR0359
 CR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS067119(NAD 83)
 CR0359_MARKER: DB = BENCH MARK DISK
 CR0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0359_SP_SET: CULVERT
 CR0359_STAMPING: Z 276 1934
 CR0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0359+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CR0359
 CR0359  HISTORY     - Date     Condition        Report By
 CR0359  HISTORY     - 1934     MONUMENTED       CGS
 CR0359  HISTORY     - 1954     GOOD             NGS
 CR0359  HISTORY     - 20040608 GOOD             USPSQD
 CR0359
 CR0359                          STATION DESCRIPTION
 CR0359
 CR0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0359'4.7 MI NE FROM BIG SANDY.
 CR0359'4.7 MILES NORTHEAST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD OF
 CR0359'TEXAS FROM THE STATION AT BIG SANDY, 8 POLES NORTHEAST OF THE OVERPASS
 CR0359'OF FARM ROAD 155, ACROSS THE TRACK FROM MILEPOST 520 + 15, 24 FEET
 CR0359'SOUTHEAST OF THE SOUTHEAST RAIL, 15 FEET BELOW THE TOP OF THE RAILS,
 CR0359'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A
 CR0359'CONCRETE CULVERT.
 CR0359
 CR0359                          STATION RECOVERY (2004)
 CR0359
 CR0359'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0188 ***********************************************************************
 CR0188  DESIGNATION -  Z 277
 CR0188  PID         -  CR0188
 CR0188  STATE/COUNTY-  TX/RUSK
 CR0188  USGS QUAD   -  TATUM (1983)
 CR0188
 CR0188                         *CURRENT SURVEY CONTROL
 CR0188  ___________________________________________________________________
 CR0188* NAD 83(1986)-  32 20 32.     (N)    094 31 20.     (W)     SCALED    
 CR0188* NAVD 88     -        97.651  (meters)     320.38   (feet)  ADJUSTED  
 CR0188  ___________________________________________________________________
 CR0188  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0188  DYNAMIC HT  -          97.539 (meters)     320.01  (feet)  COMP
 CR0188  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CR0188
 CR0188  VERT ORDER  -  SECOND    CLASS 0
 CR0188
 CR0188.The horizontal coordinates were scaled from a topographic map and have
 CR0188.an estimated accuracy of +/- 6 seconds.
 CR0188
 CR0188.The orthometric height was determined by differential leveling
 CR0188.and adjusted by the National Geodetic Survey in June 1991..
 CR0188
 CR0188.The geoid height was determined by GEOID03.
 CR0188
 CR0188.The dynamic height is computed by dividing the NAVD 88
 CR0188.geopotential number by the normal gravity value computed on the
 CR0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0188.degrees latitude (g = 980.6199 gals.).
 CR0188
 CR0188.The modeled gravity was interpolated from observed gravity values.
 CR0188
 CR0188;                    North         East    Units  Estimated Accuracy
 CR0188;SPC TXNC     - 2,082,000.      974,360.      MT  (+/- 180 meters Scaled)
 CR0188
 CR0188                          SUPERSEDED SURVEY CONTROL
 CR0188
 CR0188  NGVD 29 (??/??/92)   97.683  (m)          320.48   (f) ADJ UNCH    2 0
 CR0188
 CR0188.Superseded values are not recommended for survey control.
 CR0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0188.See file dsdata.txt to determine how the superseded data were derived.
 CR0188
 CR0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR567793(NAD 83)
 CR0188_MARKER: DB = BENCH MARK DISK
 CR0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0188_STAMPING: Z 277 1934
 CR0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0188+STABILITY: SURFACE MOTION
 CR0188
 CR0188  HISTORY     - Date     Condition        Report By
 CR0188  HISTORY     - 1934     MONUMENTED       CGS
 CR0188  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0188
 CR0188                          STATION DESCRIPTION
 CR0188
 CR0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0188'2.0 MI NW FROM TATUM.
 CR0188'2.0 MI NW OF AND ALONG THE S F RR 33 YARDS S OF MILE POST 190.  45
 CR0188'FEET SW OF CENTER OF TRACK.  60 FEET NE OF CENTER OF A COUNTY ROAD.
 CR0188
 CR0188                          STATION RECOVERY (1977)
 CR0188
 CR0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1439 ***********************************************************************
 BL1439  DESIGNATION -  Z 279
 BL1439  PID         -  BL1439
 BL1439  STATE/COUNTY-  TX/GRIMES
 BL1439  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1439
 BL1439                         *CURRENT SURVEY CONTROL
 BL1439  ___________________________________________________________________
 BL1439* NAD 83(1986)-  30 16 41.     (N)    095 50 43.     (W)     SCALED    
 BL1439* NAVD 88     -        99.00   (+/-2cm)     324.8    (feet)  VERTCON   
 BL1439  ___________________________________________________________________
 BL1439  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL1439
 BL1439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1439
 BL1439.The horizontal coordinates were scaled from a topographic map and have
 BL1439.an estimated accuracy of +/- 6 seconds.
 BL1439
 BL1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1439.The vertical order pertains to the NGVD 29 superseded value.
 BL1439
 BL1439.The geoid height was determined by GEOID03.
 BL1439
 BL1439;                    North         East    Units  Estimated Accuracy
 BL1439;SPC TX C     - 3,076,490.    1,131,690.      MT  (+/- 180 meters Scaled)
 BL1439
 BL1439                          SUPERSEDED SURVEY CONTROL
 BL1439
 BL1439  NGVD 29 (??/??/92)   98.981  (m)          324.74   (f) ADJ UNCH    2 0
 BL1439
 BL1439.Superseded values are not recommended for survey control.
 BL1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1439.See file dsdata.txt to determine how the superseded data were derived.
 BL1439
 BL1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP262530(NAD 83)
 BL1439_MARKER: DB = BENCH MARK DISK
 BL1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1439_STAMPING: Z 279 1935
 BL1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1439+STABILITY: SURFACE MOTION
 BL1439
 BL1439  HISTORY     - Date     Condition        Report By
 BL1439  HISTORY     - 1935     MONUMENTED       CGS
 BL1439  HISTORY     - 1954     GOOD             NGS
 BL1439  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1439  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1439
 BL1439                          STATION DESCRIPTION
 BL1439
 BL1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1439'6.8 MI SE FROM STONEHAM.
 BL1439'6.8 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1439'RAILROAD FROM THE STATION AT STONEHAM, 45 FEET WEST OF MILEPOST 30, 77
 BL1439'FEET WEST OF THE WEST RAIL, 26 FEET SOUTH OF AN EAST AND WEST FENCE, 7
 BL1439'FEET WEST OF THE WEST EDGE OF A DEEP DITCH, 3 FEET SOUTH OF A WITNESS
 BL1439'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 BL1439'THE GROUND.  NOTE-- THE INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW
 BL1439'THE MISSOURI PACIFIC.
 BL1439
 BL1439                          STATION RECOVERY (1994)
 BL1439
 BL1439'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1439'MARK NOT FOUND.
 BL1439
 BL1439                          STATION RECOVERY (1999)
 BL1439
 BL1439'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0225 ***********************************************************************
 CE0225  DESIGNATION -  Z 28
 CE0225  PID         -  CE0225
 CE0225  STATE/COUNTY-  TX/EL PASO
 CE0225  USGS QUAD   -  SMELTERTOWN (1994)
 CE0225
 CE0225                         *CURRENT SURVEY CONTROL
 CE0225  ___________________________________________________________________
 CE0225* NAD 83(1986)-  31 48 10.     (N)    106 32 29.     (W)     SCALED    
 CE0225* NAVD 88     -      1138.241  (meters)    3734.38   (feet)  ADJUSTED  
 CE0225  ___________________________________________________________________
 CE0225  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0225  DYNAMIC HT  -        1136.557 (meters)    3728.85  (feet)  COMP
 CE0225  MODELED GRAV-     979,121.2   (mgal)                       NAVD 88
 CE0225
 CE0225  VERT ORDER  -  FIRST     CLASS II
 CE0225
 CE0225.The horizontal coordinates were scaled from a topographic map and have
 CE0225.an estimated accuracy of +/- 6 seconds.
 CE0225
 CE0225.The orthometric height was determined by differential leveling
 CE0225.and adjusted by the National Geodetic Survey in June 1991..
 CE0225
 CE0225.The geoid height was determined by GEOID03.
 CE0225
 CE0225.The dynamic height is computed by dividing the NAVD 88
 CE0225.geopotential number by the normal gravity value computed on the
 CE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0225.degrees latitude (g = 980.6199 gals.).
 CE0225
 CE0225.The modeled gravity was interpolated from observed gravity values.
 CE0225
 CE0225;                    North         East    Units  Estimated Accuracy
 CE0225;SPC TX C     - 3,253,210.      112,450.      MT  (+/- 180 meters Scaled)
 CE0225
 CE0225                          SUPERSEDED SURVEY CONTROL
 CE0225
 CE0225  NGVD 29 (??/??/92) 1137.714  (m)         3732.65   (f) ADJ UNCH    1 2
 CE0225
 CE0225.Superseded values are not recommended for survey control.
 CE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0225.See file dsdata.txt to determine how the superseded data were derived.
 CE0225
 CE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR540196(NAD 83)
 CE0225_MARKER: DB = BENCH MARK DISK
 CE0225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0225_SP_SET: BRIDGE ABUTMENT
 CE0225_STAMPING: Z 28 1952
 CE0225_MARK LOGO: CGS   
 CE0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0225+STABILITY: SURFACE MOTION
 CE0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0225+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CE0225
 CE0225  HISTORY     - Date     Condition        Report By
 CE0225  HISTORY     - 1952     MONUMENTED       CGS
 CE0225  HISTORY     - 1954     GOOD             NGS
 CE0225  HISTORY     - 1981     GOOD             NGS
 CE0225  HISTORY     - 19940415 GOOD             NGS
 CE0225  HISTORY     - 20030622 GOOD             NGS
 CE0225  HISTORY     - 20050402 GOOD             USPSQD
 CE0225
 CE0225                          STATION DESCRIPTION
 CE0225
 CE0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CE0225'3.2 MI SE FROM WHITE SPUR.
 CE0225'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 A FROM THE GRADE SCHOOL AT
 CE0225'WHITE SPUR, 237 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE ATCHISON,
 CE0225'TOPEKA AND SANTA FE RAILROAD, 39 FEET SOUTHEAST OF THE EAST CORNER OF
 CE0225'A PUMPING STATION BUILDING, SET IN THE TOP OF THE NORTHWEST END OF THE
 CE0225'NORTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER THE RIO GRANDE RIVER, 3
 CE0225'FEET BELOW THE FLOOR OF THE BRIDGE, 14.2 FEET NORTHWEST OF THE NORTH
 CE0225'CORNER OF THE BRIDGE.
 CE0225
 CE0225                          STATION RECOVERY (1954)
 CE0225
 CE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0225'RECOVERED IN GOOD CONDITION.
 CE0225
 CE0225                          STATION RECOVERY (1981)
 CE0225
 CE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0225'THE MARK IS 0.9 M BELOW THE BRIDGE.
 CE0225'IN EL PASO, 0.2 KM (0.1 MI) NORTHWEST OF THE JUNCTION OF STATE
 CE0225'HIGHWAYS 16 AND 273, IN TOP OF THE NORTHWEST END OF THE NORTHEAST
 CE0225'ABUTMENT OF THE HIGHWAY 273 BRIDGE OVER THE RIO GRANDE RIVER, 72.2
 CE0225'METERS (237.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA
 CE0225'AND SANTA FE RAILROAD, 11.9 METERS (39.0 FT) SOUTHEAST OF THE EAST
 CE0225'CORNER OF A PUMPING STATION BUILDING, 6.2 METERS (20.5 FT) NORTHWEST
 CE0225'OF THE CENTERLINE OF THE HIGHWAY, 4.4 METERS (14.2 FT) NORTHWEST
 CE0225'OF THE NORTH CORNER OF THE BRIDGE AND 0.8 METER (2.5 FT) SOUTHEAST
 CE0225'OF THE NORTHWEST END OF THE ABUTMENT.
 CE0225
 CE0225                          STATION RECOVERY (1994)
 CE0225
 CE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0225'0.2 KM (0.10 MI) SOUTHERLY ALONG SOUTH KANSAS STREET FROM THE
 CE0225'COURTHOUSE IN EL PASO, THENCE 7.8 KM (4.85 MI) NORTHWESTERLY ALONG
 CE0225'PAISANO DRIVE, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG AN EXIT RAMP
 CE0225'AND STATE HIGHWAY 273, IN TOP OF AND 0.7 M (2.3 FT) SOUTHEAST OF THE
 CE0225'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE HIGHWAY
 CE0225'BRIDGE SPANNING THE RIO GRANDE RIVER, 8.3 M (27.2 FT) NORTHWEST OF
 CE0225'THE HIGHWAY CENTERLINE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 CE0225'HIGHWAY.
 CE0225
 CE0225                          STATION RECOVERY (2003)
 CE0225
 CE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0225'MARK GETS COVERED IN GRAVEL EASILY.
 CE0225
 CE0225                          STATION RECOVERY (2005)
 CE0225
 CE0225'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0451 ***********************************************************************
 DO0451  DESIGNATION -  Z 280
 DO0451  PID         -  DO0451
 DO0451  STATE/COUNTY-  TX/THROCKMORTON
 DO0451  USGS QUAD   -  THROCKMORTON (1981)
 DO0451
 DO0451                         *CURRENT SURVEY CONTROL
 DO0451  ___________________________________________________________________
 DO0451* NAD 83(1986)-  33 10 44.     (N)    099 10 38.     (W)     SCALED    
 DO0451* NAVD 88     -       402.815  (meters)    1321.57   (feet)  ADJUSTED  
 DO0451  ___________________________________________________________________
 DO0451  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DO0451  DYNAMIC HT  -         402.328 (meters)    1319.97  (feet)  COMP
 DO0451  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 DO0451
 DO0451  VERT ORDER  -  SECOND    CLASS 0
 DO0451
 DO0451.The horizontal coordinates were scaled from a topographic map and have
 DO0451.an estimated accuracy of +/- 6 seconds.
 DO0451
 DO0451.The orthometric height was determined by differential leveling
 DO0451.and adjusted by the National Geodetic Survey in June 1991..
 DO0451
 DO0451.The geoid height was determined by GEOID03.
 DO0451
 DO0451.The dynamic height is computed by dividing the NAVD 88
 DO0451.geopotential number by the normal gravity value computed on the
 DO0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0451.degrees latitude (g = 980.6199 gals.).
 DO0451
 DO0451.The modeled gravity was interpolated from observed gravity values.
 DO0451
 DO0451;                    North         East    Units  Estimated Accuracy
 DO0451;SPC TXNC     - 2,167,890.      536,850.      MT  (+/- 180 meters Scaled)
 DO0451
 DO0451                          SUPERSEDED SURVEY CONTROL
 DO0451
 DO0451  NGVD 29 (??/??/92)  402.694  (m)         1321.17   (f) ADJ UNCH    2 0
 DO0451
 DO0451.Superseded values are not recommended for survey control.
 DO0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0451.See file dsdata.txt to determine how the superseded data were derived.
 DO0451
 DO0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB834711(NAD 83)
 DO0451_MARKER: DB = BENCH MARK DISK
 DO0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0451_SP_SET: FOUNDATION
 DO0451_STAMPING: Z 280 1934
 DO0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0451
 DO0451  HISTORY     - Date     Condition        Report By
 DO0451  HISTORY     - 1934     MONUMENTED       CGS
 DO0451  HISTORY     - 1957     GOOD             NGS
 DO0451
 DO0451                          STATION DESCRIPTION
 DO0451
 DO0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0451'IN THROCKMORTON.
 DO0451'DISK SET VERTICALLY IN THE E ENTRANCE TO THE THROCKMORTON COUNTY
 DO0451'COURTHOUSE AND JUST S OF THE ENTRANCE.
 DO0451
 DO0451                          STATION RECOVERY (1957)
 DO0451
 DO0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0303 ***********************************************************************
 CA0303  DESIGNATION -  Z 281
 CA0303  PID         -  CA0303
 CA0303  STATE/COUNTY-  TX/COMANCHE
 CA0303  USGS QUAD   -  SIDNEY (1969)
 CA0303
 CA0303                         *CURRENT SURVEY CONTROL
 CA0303  ___________________________________________________________________
 CA0303* NAD 83(1986)-  31 52 41.     (N)    098 42 56.     (W)     SCALED    
 CA0303* NAVD 88     -       516.549  (meters)    1694.71   (feet)  ADJUSTED  
 CA0303  ___________________________________________________________________
 CA0303  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CA0303  DYNAMIC HT  -         515.872 (meters)    1692.49  (feet)  COMP
 CA0303  MODELED GRAV-     979,313.2   (mgal)                       NAVD 88
 CA0303
 CA0303  VERT ORDER  -  SECOND    CLASS 0
 CA0303
 CA0303.The horizontal coordinates were scaled from a topographic map and have
 CA0303.an estimated accuracy of +/- 6 seconds.
 CA0303
 CA0303.The orthometric height was determined by differential leveling
 CA0303.and adjusted by the National Geodetic Survey in June 1991..
 CA0303
 CA0303.The geoid height was determined by GEOID03.
 CA0303
 CA0303.The dynamic height is computed by dividing the NAVD 88
 CA0303.geopotential number by the normal gravity value computed on the
 CA0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0303.degrees latitude (g = 980.6199 gals.).
 CA0303
 CA0303.The modeled gravity was interpolated from observed gravity values.
 CA0303
 CA0303;                    North         East    Units  Estimated Accuracy
 CA0303;SPC TX C     - 3,246,270.      853,070.      MT  (+/- 180 meters Scaled)
 CA0303
 CA0303                          SUPERSEDED SURVEY CONTROL
 CA0303
 CA0303  NGVD 29 (??/??/92)  516.436  (m)         1694.34   (f) ADJ UNCH    2 0
 CA0303
 CA0303.Superseded values are not recommended for survey control.
 CA0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0303.See file dsdata.txt to determine how the superseded data were derived.
 CA0303
 CA0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA269269(NAD 83)
 CA0303_MARKER: DB = BENCH MARK DISK
 CA0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0303_STAMPING: Z 281 1934
 CA0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0303+STABILITY: SURFACE MOTION
 CA0303
 CA0303  HISTORY     - Date     Condition        Report By
 CA0303  HISTORY     - 1934     MONUMENTED       CGS
 CA0303  HISTORY     - 1966     MARK NOT FOUND   NGS
 CA0303
 CA0303                          STATION DESCRIPTION
 CA0303
 CA0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0303'5.9 MI N FROM BLANKET.
 CA0303'IN COMANCHE COUNTY, ABOUT 5.9 MILES NORTH ALONG THE FORT WORTH AND RIO
 CA0303'GRANDE RAILWAY FROM THE STATION AT BLANKET, BROWN COUNTY, ABOUT 0.2
 CA0303'MILE SOUTHWEST OF THE STATION AT WATSON, COMANCHE COUNTY, OPPOSITE
 CA0303'MILEPOST 854, AND 37 FEET EAST OF THE CENTER LINE OF THE TRACK. A
 CA0303'STANDARD DISK, STAMPED Z 281 1934 AND SET IN THE TOP OF A CONCRETE
 CA0303'POST.  NOTE-- THE STATION AT WATSON NO LONGER EXISTS.  THE TRACKS HAVE
 CA0303'BEEN REBUILT IN THE AREA AND CONSIDERABLE BLADING DONE TO CLEAR FOR A
 CA0303'FIRE BREAK.  IT IS BELIEVE THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0118 ***********************************************************************
 CT0118  DESIGNATION -  Z 282
 CT0118  PID         -  CT0118
 CT0118  STATE/COUNTY-  TX/ERATH
 CT0118  USGS QUAD   -  STEPHENVILLE (1979)
 CT0118
 CT0118                         *CURRENT SURVEY CONTROL
 CT0118  ___________________________________________________________________
 CT0118* NAD 83(1986)-  32 13 15.     (N)    098 12 32.     (W)     SCALED    
 CT0118* NAVD 88     -       392.747  (meters)    1288.54   (feet)  ADJUSTED  
 CT0118  ___________________________________________________________________
 CT0118  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CT0118  DYNAMIC HT  -         392.247 (meters)    1286.90  (feet)  COMP
 CT0118  MODELED GRAV-     979,354.0   (mgal)                       NAVD 88
 CT0118
 CT0118  VERT ORDER  -  SECOND    CLASS 0
 CT0118
 CT0118.The horizontal coordinates were scaled from a topographic map and have
 CT0118.an estimated accuracy of +/- 6 seconds.
 CT0118
 CT0118.The orthometric height was determined by differential leveling
 CT0118.and adjusted by the National Geodetic Survey in June 1991..
 CT0118
 CT0118.The geoid height was determined by GEOID03.
 CT0118
 CT0118.The dynamic height is computed by dividing the NAVD 88
 CT0118.geopotential number by the normal gravity value computed on the
 CT0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0118.degrees latitude (g = 980.6199 gals.).
 CT0118
 CT0118.The modeled gravity was interpolated from observed gravity values.
 CT0118
 CT0118;                    North         East    Units  Estimated Accuracy
 CT0118;SPC TXNC     - 2,061,490.      627,440.      MT  (+/- 180 meters Scaled)
 CT0118
 CT0118                          SUPERSEDED SURVEY CONTROL
 CT0118
 CT0118  NGVD 29 (??/??/92)  392.650  (m)         1288.22   (f) ADJ UNCH    2 0
 CT0118
 CT0118.Superseded values are not recommended for survey control.
 CT0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0118.See file dsdata.txt to determine how the superseded data were derived.
 CT0118
 CT0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA745651(NAD 83)
 CT0118_MARKER: DB = BENCH MARK DISK
 CT0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0118_SP_SET: FOOTING
 CT0118_STAMPING: Z 282 1934
 CT0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0118
 CT0118  HISTORY     - Date     Condition        Report By
 CT0118  HISTORY     - 1934     MONUMENTED       CGS
 CT0118  HISTORY     - 1966     GOOD             NGS
 CT0118  HISTORY     - 1970     MARK NOT FOUND   USGS
 CT0118  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0118
 CT0118                          STATION DESCRIPTION
 CT0118
 CT0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0118'IN STEPHENVILLE.
 CT0118'IN STEPHENVILLE, AT THE OLD MUNICIPAL WATER TANK, IN THE TOP OF THE
 CT0118'NORTHEAST CORNER OF THE CONCRETE FOOTING.  THE DISK IS CEMENTED IN A
 CT0118'DRILL HOLE FLUSH WITH THE TOP OF CONCRETE.
 CT0118
 CT0118                          STATION RECOVERY (1970)
 CT0118
 CT0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CT0118'MARK NOT FOUND.
 CT0118
 CT0118                          STATION RECOVERY (1999)
 CT0118
 CT0118'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0150 ***********************************************************************
 CT0150  DESIGNATION -  Z 283
 CT0150  PID         -  CT0150
 CT0150  STATE/COUNTY-  TX/ERATH
 CT0150  USGS QUAD   -  TURKEY CREEK (1965)
 CT0150
 CT0150                         *CURRENT SURVEY CONTROL
 CT0150  ___________________________________________________________________
 CT0150* NAD 83(1986)-  32 25 43.     (N)    098 21 15.     (W)     SCALED    
 CT0150* NAVD 88     -       342.667  (meters)    1124.23   (feet)  ADJUSTED  
 CT0150  ___________________________________________________________________
 CT0150  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CT0150  DYNAMIC HT  -         342.235 (meters)    1122.82  (feet)  COMP
 CT0150  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 CT0150
 CT0150  VERT ORDER  -  SECOND    CLASS 0
 CT0150
 CT0150.The horizontal coordinates were scaled from a topographic map and have
 CT0150.an estimated accuracy of +/- 6 seconds.
 CT0150
 CT0150.The orthometric height was determined by differential leveling
 CT0150.and adjusted by the National Geodetic Survey in June 1991..
 CT0150
 CT0150.The geoid height was determined by GEOID03.
 CT0150
 CT0150.The dynamic height is computed by dividing the NAVD 88
 CT0150.geopotential number by the normal gravity value computed on the
 CT0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0150.degrees latitude (g = 980.6199 gals.).
 CT0150
 CT0150.The modeled gravity was interpolated from observed gravity values.
 CT0150
 CT0150;                    North         East    Units  Estimated Accuracy
 CT0150;SPC TXNC     - 2,084,500.      613,720.      MT  (+/- 180 meters Scaled)
 CT0150
 CT0150                          SUPERSEDED SURVEY CONTROL
 CT0150
 CT0150  NGVD 29 (??/??/92)  342.548  (m)         1123.84   (f) ADJ UNCH    2 0
 CT0150
 CT0150.Superseded values are not recommended for survey control.
 CT0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0150.See file dsdata.txt to determine how the superseded data were derived.
 CT0150
 CT0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA607881(NAD 83)
 CT0150_MARKER: DB = BENCH MARK DISK
 CT0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0150_STAMPING: Z 283 1934
 CT0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0150+STABILITY: SURFACE MOTION
 CT0150
 CT0150  HISTORY     - Date     Condition        Report By
 CT0150  HISTORY     - 1934     MONUMENTED       CGS
 CT0150  HISTORY     - 1964     MARK NOT FOUND   USGS
 CT0150  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0150  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0150
 CT0150                          STATION DESCRIPTION
 CT0150
 CT0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0150'8.0 MI SE FROM THURBER.
 CT0150'8.0 MI SE OF AND ALONG STATE HWY 108 AT A T ROAD.  RUNNING W OFF
 CT0150'HIGHWAY.  30 FEET N OF CENTER OF T ROAD.  41 FEET W OF CENTER OF
 CT0150'HIGHWAY.  5 FEET SW OF R/W FENCE CORNER.
 CT0150
 CT0150                          STATION RECOVERY (1964)
 CT0150
 CT0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CT0150'MARK NOT FOUND.
 CT0150
 CT0150                          STATION RECOVERY (1999)
 CT0150
 CT0150'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0150'MARK NOT FOUND.
 CT0150
 CT0150                          STATION RECOVERY (2002)
 CT0150
 CT0150'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0020 ***********************************************************************
 CA0020  DESIGNATION -  Z 284
 CA0020  PID         -  CA0020
 CA0020  STATE/COUNTY-  TX/HAMILTON
 CA0020  USGS QUAD   -  HAMILTON WEST (1979)
 CA0020
 CA0020                         *CURRENT SURVEY CONTROL
 CA0020  ___________________________________________________________________
 CA0020* NAD 83(1986)-  31 42 11.     (N)    098 09 01.     (W)     SCALED    
 CA0020* NAVD 88     -       394.300  (meters)    1293.63   (feet)  ADJUSTED  
 CA0020  ___________________________________________________________________
 CA0020  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CA0020  DYNAMIC HT  -         393.793 (meters)    1291.97  (feet)  COMP
 CA0020  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 CA0020
 CA0020  VERT ORDER  -  SECOND    CLASS 0
 CA0020
 CA0020.The horizontal coordinates were scaled from a topographic map and have
 CA0020.an estimated accuracy of +/- 6 seconds.
 CA0020
 CA0020.The orthometric height was determined by differential leveling
 CA0020.and adjusted by the National Geodetic Survey in June 1991..
 CA0020
 CA0020.The geoid height was determined by GEOID03.
 CA0020
 CA0020.The dynamic height is computed by dividing the NAVD 88
 CA0020.geopotential number by the normal gravity value computed on the
 CA0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0020.degrees latitude (g = 980.6199 gals.).
 CA0020
 CA0020.The modeled gravity was interpolated from observed gravity values.
 CA0020
 CA0020;                    North         East    Units  Estimated Accuracy
 CA0020;SPC TX C     - 3,227,780.      906,920.      MT  (+/- 180 meters Scaled)
 CA0020
 CA0020                          SUPERSEDED SURVEY CONTROL
 CA0020
 CA0020  NGVD 29 (??/??/92)  394.222  (m)         1293.38   (f) ADJ UNCH    2 0
 CA0020
 CA0020.Superseded values are not recommended for survey control.
 CA0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0020.See file dsdata.txt to determine how the superseded data were derived.
 CA0020
 CA0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA805078(NAD 83)
 CA0020_MARKER: DB = BENCH MARK DISK
 CA0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0020_STAMPING: Z 284 1934
 CA0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0020+STABILITY: SURFACE MOTION
 CA0020
 CA0020  HISTORY     - Date     Condition        Report By
 CA0020  HISTORY     - 1934     MONUMENTED       CGS
 CA0020
 CA0020                          STATION DESCRIPTION
 CA0020
 CA0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0020'1.5 MI W FROM HAMILTON.
 CA0020'1.5 MI W OF AND ALONG STATE HWY 36 AT A T ROAD RUNNING S OFF HIGHWAY.
 CA0020'27 FEET W OF CENTER OF R ROAD.  55 FEET S OF CENTER OF HIGHWAY.  2
 CA0020'FEET W OF SIDE FENCE.  20 FEET S OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0379 ***********************************************************************
 DM0379  DESIGNATION -  Z 285
 DM0379  PID         -  DM0379
 DM0379  STATE/COUNTY-  TX/LAMAR
 DM0379  USGS QUAD   -  BLOSSOM (1964)
 DM0379
 DM0379                         *CURRENT SURVEY CONTROL
 DM0379  ___________________________________________________________________
 DM0379* NAD 83(1986)-  33 39 33.     (N)    095 25 18.     (W)     SCALED    
 DM0379* NAVD 88     -       158.063  (meters)     518.58   (feet)  ADJUSTED  
 DM0379  ___________________________________________________________________
 DM0379  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM0379  DYNAMIC HT  -         157.899 (meters)     518.04  (feet)  COMP
 DM0379  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 DM0379
 DM0379  VERT ORDER  -  SECOND    CLASS 0
 DM0379
 DM0379.The horizontal coordinates were scaled from a topographic map and have
 DM0379.an estimated accuracy of +/- 6 seconds.
 DM0379
 DM0379.The orthometric height was determined by differential leveling
 DM0379.and adjusted by the National Geodetic Survey in June 1991..
 DM0379
 DM0379.The geoid height was determined by GEOID03.
 DM0379
 DM0379.The dynamic height is computed by dividing the NAVD 88
 DM0379.geopotential number by the normal gravity value computed on the
 DM0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0379.degrees latitude (g = 980.6199 gals.).
 DM0379
 DM0379.The modeled gravity was interpolated from observed gravity values.
 DM0379
 DM0379;                    North         East    Units  Estimated Accuracy
 DM0379;SPC TXNC     - 2,225,140.      885,460.      MT  (+/- 180 meters Scaled)
 DM0379
 DM0379                          SUPERSEDED SURVEY CONTROL
 DM0379
 DM0379  NGVD 29 (??/??/92)  158.043  (m)          518.51   (f) ADJ UNCH    2 0
 DM0379
 DM0379.Superseded values are not recommended for survey control.
 DM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0379.See file dsdata.txt to determine how the superseded data were derived.
 DM0379
 DM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT754269(NAD 83)
 DM0379_MARKER: DB = BENCH MARK DISK
 DM0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0379_STAMPING: Z 285 1934
 DM0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0379+STABILITY: SURFACE MOTION
 DM0379
 DM0379  HISTORY     - Date     Condition        Report By
 DM0379  HISTORY     - 1934     MONUMENTED       CGS
 DM0379  HISTORY     - 1965     POOR             NGS
 DM0379  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0379
 DM0379                          STATION DESCRIPTION
 DM0379
 DM0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0379'2.2 MI W FROM BLOSSOM.
 DM0379'2.2 MI W OF AND ALONG THE T P R R AT A GATE (IRON PIPE) IN R/W FENCE.
 DM0379'0.2 MILE W OF MILE POST 83.  40 FEET N OF CENTER OF TRACK.  10 FEET S
 DM0379'OF R/W FENCE.  NOTE-- THE MARK HAS BEEN STRUCK AND APPEARS TO HAVE
 DM0379'BEEN SET BACK UP.
 DM0379
 DM0379                          STATION RECOVERY (1965)
 DM0379
 DM0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DM0379'MARK RECOVERED IN POOR CONDITION.
 DM0379
 DM0379                          STATION RECOVERY (1995)
 DM0379
 DM0379'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0162 ***********************************************************************
 DM0162  DESIGNATION -  Z 286
 DM0162  PID         -  DM0162
 DM0162  STATE/COUNTY-  TX/BOWIE
 DM0162  USGS QUAD   -  HOOKS (1975)
 DM0162
 DM0162                         *CURRENT SURVEY CONTROL
 DM0162  ___________________________________________________________________
 DM0162* NAD 83(1986)-  33 27 59.     (N)    094 16 19.     (W)     SCALED    
 DM0162* NAVD 88     -       114.357  (meters)     375.19   (feet)  ADJUSTED  
 DM0162  ___________________________________________________________________
 DM0162  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM0162  DYNAMIC HT  -         114.236 (meters)     374.79  (feet)  COMP
 DM0162  MODELED GRAV-     979,579.1   (mgal)                       NAVD 88
 DM0162
 DM0162  VERT ORDER  -  SECOND    CLASS 0
 DM0162
 DM0162.The horizontal coordinates were scaled from a topographic map and have
 DM0162.an estimated accuracy of +/- 6 seconds.
 DM0162
 DM0162.The orthometric height was determined by differential leveling
 DM0162.and adjusted by the National Geodetic Survey in June 1991..
 DM0162
 DM0162.The geoid height was determined by GEOID03.
 DM0162
 DM0162.The dynamic height is computed by dividing the NAVD 88
 DM0162.geopotential number by the normal gravity value computed on the
 DM0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0162.degrees latitude (g = 980.6199 gals.).
 DM0162
 DM0162.The modeled gravity was interpolated from observed gravity values.
 DM0162
 DM0162;                    North         East    Units  Estimated Accuracy
 DM0162;SPC TXNC     - 2,207,480.      992,890.      MT  (+/- 180 meters Scaled)
 DM0162
 DM0162                          SUPERSEDED SURVEY CONTROL
 DM0162
 DM0162  NGVD 29 (??/??/92)  114.369  (m)          375.23   (f) ADJ UNCH    2 0
 DM0162
 DM0162.Superseded values are not recommended for survey control.
 DM0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0162.See file dsdata.txt to determine how the superseded data were derived.
 DM0162
 DM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT818037(NAD 83)
 DM0162_MARKER: DB = BENCH MARK DISK
 DM0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0162_STAMPING: Z 286 1934
 DM0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0162+STABILITY: SURFACE MOTION
 DM0162
 DM0162  HISTORY     - Date     Condition        Report By
 DM0162  HISTORY     - 1934     MONUMENTED       CGS
 DM0162  HISTORY     - 1954     MARK NOT FOUND   USGS
 DM0162  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0162
 DM0162                          STATION DESCRIPTION
 DM0162
 DM0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0162'1.0 MI E FROM HOOKS.
 DM0162'1.0 MI E OF AND ALONG THE T P R R 0.2 MILE E OF MILE POST 14 AT A
 DM0162'PRIVATE ROAD CROSSING.  30 FEET W OF S GATE TO CROSSING.  45 FEET S OF
 DM0162'CENTER OF TRACK.  4 FEET N OF R/W FENCE.
 DM0162
 DM0162                          STATION RECOVERY (1954)
 DM0162
 DM0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DM0162'MARK NOT FOUND.
 DM0162
 DM0162                          STATION RECOVERY (1997)
 DM0162
 DM0162'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0899 ***********************************************************************
 CR0899  DESIGNATION -  Z 287
 CR0899  PID         -  CR0899
 CR0899  STATE/COUNTY-  TX/VAN ZANDT
 CR0899  USGS QUAD   -  EDGEWOOD (1981)
 CR0899
 CR0899                         *CURRENT SURVEY CONTROL
 CR0899  ___________________________________________________________________
 CR0899* NAD 83(1986)-  32 42 15.     (N)    095 57 37.     (W)     SCALED    
 CR0899* NAVD 88     -       160.176  (meters)     525.51   (feet)  ADJUSTED  
 CR0899  ___________________________________________________________________
 CR0899  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CR0899  DYNAMIC HT  -         159.995 (meters)     524.92  (feet)  COMP
 CR0899  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 CR0899
 CR0899  VERT ORDER  -  SECOND    CLASS 0
 CR0899
 CR0899.The horizontal coordinates were scaled from a topographic map and have
 CR0899.an estimated accuracy of +/- 6 seconds.
 CR0899
 CR0899.The orthometric height was determined by differential leveling
 CR0899.and adjusted by the National Geodetic Survey in June 1991..
 CR0899
 CR0899.The geoid height was determined by GEOID03.
 CR0899
 CR0899.The dynamic height is computed by dividing the NAVD 88
 CR0899.geopotential number by the normal gravity value computed on the
 CR0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0899.degrees latitude (g = 980.6199 gals.).
 CR0899
 CR0899.The modeled gravity was interpolated from observed gravity values.
 CR0899
 CR0899;                    North         East    Units  Estimated Accuracy
 CR0899;SPC TXNC     - 2,117,930.      838,090.      MT  (+/- 180 meters Scaled)
 CR0899
 CR0899                          SUPERSEDED SURVEY CONTROL
 CR0899
 CR0899  NGVD 29 (??/??/92)  160.191  (m)          525.56   (f) ADJ UNCH    2 0
 CR0899
 CR0899.Superseded values are not recommended for survey control.
 CR0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0899.See file dsdata.txt to determine how the superseded data were derived.
 CR0899
 CR0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS224223(NAD 83)
 CR0899_MARKER: DB = BENCH MARK DISK
 CR0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0899_STAMPING: Z 287 1934
 CR0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0899+STABILITY: SURFACE MOTION
 CR0899
 CR0899  HISTORY     - Date     Condition        Report By
 CR0899  HISTORY     - 1934     MONUMENTED       CGS
 CR0899  HISTORY     - 1952     GOOD             NGS
 CR0899  HISTORY     - 1988     GOOD             USPSQD
 CR0899  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0899
 CR0899                          STATION DESCRIPTION
 CR0899
 CR0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CR0899'2.9 MI E FROM WILLS POINT.
 CR0899'2.9 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CR0899'AT WILLS POINT, 9 FEET SOUTH OF MILEPOST 164, 18 FEET WEST OF THE
 CR0899'CENTER OF A GATE, 44 FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF A
 CR0899'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CR0899'THE GROUND.
 CR0899
 CR0899                          STATION RECOVERY (1988)
 CR0899
 CR0899'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR0899'RECOVERED IN GOOD CONDITION.
 CR0899
 CR0899                          STATION RECOVERY (1995)
 CR0899
 CR0899'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0192 ***********************************************************************
 CS0192  DESIGNATION -  Z 288
 CS0192  PID         -  CS0192
 CS0192  STATE/COUNTY-  TX/KAUFMAN
 CS0192  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0192
 CS0192                         *CURRENT SURVEY CONTROL
 CS0192  ___________________________________________________________________
 CS0192* NAD 83(1986)-  32 44 16.     (N)    096 21 28.     (W)     SCALED    
 CS0192* NAVD 88     -       147.302  (meters)     483.27   (feet)  ADJUSTED  
 CS0192  ___________________________________________________________________
 CS0192  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CS0192  DYNAMIC HT  -         147.139 (meters)     482.74  (feet)  COMP
 CS0192  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 CS0192
 CS0192  VERT ORDER  -  SECOND    CLASS 0
 CS0192
 CS0192.The horizontal coordinates were scaled from a topographic map and have
 CS0192.an estimated accuracy of +/- 6 seconds.
 CS0192
 CS0192.The orthometric height was determined by differential leveling
 CS0192.and adjusted by the National Geodetic Survey in June 1991..
 CS0192.WARNING-Repeat measurements at this control monument indicate possible
 CS0192.vertical movement.
 CS0192
 CS0192.The geoid height was determined by GEOID03.
 CS0192
 CS0192.The dynamic height is computed by dividing the NAVD 88
 CS0192.geopotential number by the normal gravity value computed on the
 CS0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0192.degrees latitude (g = 980.6199 gals.).
 CS0192
 CS0192.The modeled gravity was interpolated from observed gravity values.
 CS0192
 CS0192;                    North         East    Units  Estimated Accuracy
 CS0192;SPC TXNC     - 2,120,820.      800,750.      MT  (+/- 180 meters Scaled)
 CS0192
 CS0192                          SUPERSEDED SURVEY CONTROL
 CS0192
 CS0192  NGVD 29 (??/??/92)  147.315  (m)          483.32   (f) ADJ UNCH    2 0
 CS0192
 CS0192.Superseded values are not recommended for survey control.
 CS0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0192.See file dsdata.txt to determine how the superseded data were derived.
 CS0192
 CS0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB475253(NAD 83)
 CS0192_MARKER: DB = BENCH MARK DISK
 CS0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0192_STAMPING: Z 288 1934
 CS0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0192+STABILITY: SURFACE MOTION
 CS0192
 CS0192  HISTORY     - Date     Condition        Report By
 CS0192  HISTORY     - 1934     MONUMENTED       CGS
 CS0192  HISTORY     - 1952     GOOD             NGS
 CS0192  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0192
 CS0192                          STATION DESCRIPTION
 CS0192
 CS0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0192'4.7 MI W FROM TERRELL.
 CS0192'1 BLOCK SOUTH ALONG CATHERINE STREET FROM THE POST OFFICE AT TERRELL,
 CS0192'THENCE 4.7 MILES WEST ALONG U.S. HIGHWAY 80, 12 RAILS WEST OF THE WEST
 CS0192'END OF A SIDE TRACK OF THE TEXAS AND PACIFIC RAILROAD, 78 FEET
 CS0192'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 60 FEET EAST OF
 CS0192'THE CENTER LINE OF A GRAVELED ROAD, 45 FEET SOUTH OF THE SOUTH RAIL, 3
 CS0192'FEET NORTH OF A FENCE, 2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP
 CS0192'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CS0192
 CS0192                          STATION RECOVERY (1991)
 CS0192
 CS0192'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2027 ***********************************************************************
 CS2027  DESIGNATION -  Z 289
 CS2027  PID         -  CS2027
 CS2027  STATE/COUNTY-  TX/JOHNSON
 CS2027  USGS QUAD   -  KEENE (1978)
 CS2027
 CS2027                         *CURRENT SURVEY CONTROL
 CS2027  ___________________________________________________________________
 CS2027* NAD 83(1986)-  32 25 13.     (N)    097 15 22.     (W)     SCALED    
 CS2027* NAVD 88     -       225.475  (meters)     739.75   (feet)  ADJUSTED  
 CS2027  ___________________________________________________________________
 CS2027  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CS2027  DYNAMIC HT  -         225.204 (meters)     738.86  (feet)  COMP
 CS2027  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 CS2027
 CS2027  VERT ORDER  -  FIRST     CLASS II
 CS2027
 CS2027.The horizontal coordinates were scaled from a topographic map and have
 CS2027.an estimated accuracy of +/- 6 seconds.
 CS2027
 CS2027.The orthometric height was determined by differential leveling
 CS2027.and adjusted by the National Geodetic Survey in June 1991..
 CS2027
 CS2027.The geoid height was determined by GEOID03.
 CS2027
 CS2027.The dynamic height is computed by dividing the NAVD 88
 CS2027.geopotential number by the normal gravity value computed on the
 CS2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2027.degrees latitude (g = 980.6199 gals.).
 CS2027
 CS2027.The modeled gravity was interpolated from observed gravity values.
 CS2027
 CS2027;                    North         East    Units  Estimated Accuracy
 CS2027;SPC TXNC     - 2,084,260.      716,990.      MT  (+/- 180 meters Scaled)
 CS2027
 CS2027                          SUPERSEDED SURVEY CONTROL
 CS2027
 CS2027  NGVD 29 (??/??/92)  225.446  (m)          739.65   (f) ADJ UNCH    1 2
 CS2027
 CS2027.Superseded values are not recommended for survey control.
 CS2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2027.See file dsdata.txt to determine how the superseded data were derived.
 CS2027
 CS2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA639883(NAD 83)
 CS2027_MARKER: DB = BENCH MARK DISK
 CS2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2027_STAMPING: Z 289 1934
 CS2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2027+STABILITY: SURFACE MOTION
 CS2027
 CS2027  HISTORY     - Date     Condition        Report By
 CS2027  HISTORY     - 1934     MONUMENTED       CGS
 CS2027  HISTORY     - 1964     GOOD             NGS
 CS2027  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2027  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2027  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2027  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2027  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS2027
 CS2027                          STATION DESCRIPTION
 CS2027
 CS2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2027'3.2 MI N FROM ALVARADO.
 CS2027'3.2 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS2027'THE STATION AT ALVARADO, JOHNSON COUNTY, 250 YARDS NORTH OF A
 CS2027'SEMAPHORE, 122 YARDS SOUTH OF MILEPOST 781, 37 FEET EAST OF THE CENTER
 CS2027'LINE OF THE TRACK, AND 13 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 CS2027'STANDARD DISK, STAMPED Z 289 1934 AND SET IN THE TOP OF A CONCRETE
 CS2027'POST.  NOTE-- THE BENCH MARK IS AT THE 6TH TELEGRAPH POLE WHICH IS
 CS2027'NORTH OF BRIDGE NO. 781.2, 5 FEET SOUTH OF THE 2ND TELEGRAPH POLE
 CS2027'WHICH IS SOUTH OF MILEPOST 781, AND IS 1 FOOT WEST OF THE LINE OF
 CS2027'POLES.  A STANDARD DISK SET IN A 6 X 6 IN. CONCRETE POST WHICH
 CS2027'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CS2027
 CS2027                          STATION RECOVERY (1983)
 CS2027
 CS2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2027'MARK NOT FOUND.
 CS2027
 CS2027                          STATION RECOVERY (1991)
 CS2027
 CS2027'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS2027'MARK NOT FOUND.
 CS2027
 CS2027                          STATION RECOVERY (1994)
 CS2027
 CS2027'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2027'MARK NOT FOUND.
 CS2027
 CS2027                          STATION RECOVERY (2004)
 CS2027
 CS2027'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS2027'MARK NOT FOUND.
 CS2027
 CS2027                          STATION RECOVERY (2005)
 CS2027
 CS2027'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS2027'MARK IS BELIEVED TO BE COVERED OR DESTROYED BY THE CONSTRUCTION OF NEW
 CS2027'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0240 ***********************************************************************
 AZ0240  DESIGNATION -  Z 29
 AZ0240  PID         -  AZ0240
 AZ0240  STATE/COUNTY-  TX/VAL VERDE
 AZ0240  USGS QUAD   -  SHUMLA (1973)
 AZ0240
 AZ0240                         *CURRENT SURVEY CONTROL
 AZ0240  ___________________________________________________________________
 AZ0240* NAD 83(1986)-  29 46 13.     (N)    101 22 51.     (W)     SCALED    
 AZ0240* NAVD 88     -       435.313  (meters)    1428.19   (feet)  ADJUSTED  
 AZ0240  ___________________________________________________________________
 AZ0240  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AZ0240  DYNAMIC HT  -         434.678 (meters)    1426.11  (feet)  COMP
 AZ0240  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 AZ0240
 AZ0240  VERT ORDER  -  FIRST     CLASS II
 AZ0240
 AZ0240.The horizontal coordinates were scaled from a topographic map and have
 AZ0240.an estimated accuracy of +/- 6 seconds.
 AZ0240
 AZ0240.The orthometric height was determined by differential leveling
 AZ0240.and adjusted by the National Geodetic Survey in June 1991..
 AZ0240
 AZ0240.The geoid height was determined by GEOID03.
 AZ0240
 AZ0240.The dynamic height is computed by dividing the NAVD 88
 AZ0240.geopotential number by the normal gravity value computed on the
 AZ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0240.degrees latitude (g = 980.6199 gals.).
 AZ0240
 AZ0240.The modeled gravity was interpolated from observed gravity values.
 AZ0240
 AZ0240;                    North         East    Units  Estimated Accuracy
 AZ0240;SPC TXSC     - 4,217,010.      369,800.      MT  (+/- 180 meters Scaled)
 AZ0240
 AZ0240                          SUPERSEDED SURVEY CONTROL
 AZ0240
 AZ0240  NGVD 29 (??/??/92)  435.191  (m)         1427.79   (f) ADJ UNCH    1 2
 AZ0240
 AZ0240.Superseded values are not recommended for survey control.
 AZ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0240.See file dsdata.txt to determine how the superseded data were derived.
 AZ0240
 AZ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT698957(NAD 83)
 AZ0240_MARKER: DB = BENCH MARK DISK
 AZ0240_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0240_SP_SET: OUTCROP
 AZ0240_STAMPING: Z 29 1917 ELEV 1427.927 FT
 AZ0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0240+STABILITY: POSITION/ELEVATION WELL
 AZ0240
 AZ0240  HISTORY     - Date     Condition        Report By
 AZ0240  HISTORY     - 1917     MONUMENTED       CGS
 AZ0240  HISTORY     - 1958     GOOD             NGS
 AZ0240  HISTORY     - 20010607 MARK NOT FOUND   USPSQD
 AZ0240
 AZ0240                          STATION DESCRIPTION
 AZ0240
 AZ0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0240'13.0 MI E FROM LANGTRY.
 AZ0240'ABOUT 13.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0240'THE STATION AT LANGTRY, 5 POLES SOUTHEAST OF MILEPOST 430, IN THE TOP
 AZ0240'OF A LIMESTONE ROCK OUTCROP, 30 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 AZ0240'31 FEET NORTHWEST OF A TELEPHONE POLE, 14 FEET WEST OF THE WEST CORNER
 AZ0240'OF A SECTION CAR SETOFF, 2 INCHES ABOVE THE GROUND, AND ABOUT 3 FEET
 AZ0240'BELOW THE LEVEL OF THE TRACK.
 AZ0240
 AZ0240                          STATION RECOVERY (2001)
 AZ0240
 AZ0240'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0168 ***********************************************************************
 DO0168  DESIGNATION -  Z 290
 DO0168  PID         -  DO0168
 DO0168  STATE/COUNTY-  TX/JACK
 DO0168  USGS QUAD   -  JACKSBORO (1982)
 DO0168
 DO0168                         *CURRENT SURVEY CONTROL
 DO0168  ___________________________________________________________________
 DO0168* NAD 83(1986)-  33 12 54.     (N)    098 08 40.     (W)     SCALED    
 DO0168* NAVD 88     -       319.435  (meters)    1048.01   (feet)  ADJUSTED  
 DO0168  ___________________________________________________________________
 DO0168  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DO0168  DYNAMIC HT  -         319.069 (meters)    1046.81  (feet)  COMP
 DO0168  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 DO0168
 DO0168  VERT ORDER  -  SECOND    CLASS 0
 DO0168
 DO0168.The horizontal coordinates were scaled from a topographic map and have
 DO0168.an estimated accuracy of +/- 6 seconds.
 DO0168
 DO0168.The orthometric height was determined by differential leveling
 DO0168.and adjusted by the National Geodetic Survey in June 1991..
 DO0168
 DO0168.The geoid height was determined by GEOID03.
 DO0168
 DO0168.The dynamic height is computed by dividing the NAVD 88
 DO0168.geopotential number by the normal gravity value computed on the
 DO0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0168.degrees latitude (g = 980.6199 gals.).
 DO0168
 DO0168.The modeled gravity was interpolated from observed gravity values.
 DO0168
 DO0168;                    North         East    Units  Estimated Accuracy
 DO0168;SPC TXNC     - 2,171,750.      633,140.      MT  (+/- 180 meters Scaled)
 DO0168
 DO0168                          SUPERSEDED SURVEY CONTROL
 DO0168
 DO0168  NGVD 29 (??/??/92)  319.366  (m)         1047.79   (f) ADJ UNCH    2 0
 DO0168
 DO0168.Superseded values are not recommended for survey control.
 DO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0168.See file dsdata.txt to determine how the superseded data were derived.
 DO0168
 DO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB797754(NAD 83)
 DO0168_MARKER: DB = BENCH MARK DISK
 DO0168_SETTING: 66 = SET IN ROCK OUTCROP
 DO0168_SP_SET: OUTCROP
 DO0168_STAMPING: Z 290 1934 1048.052
 DO0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0168+STABILITY: POSITION/ELEVATION WELL
 DO0168
 DO0168  HISTORY     - Date     Condition        Report By
 DO0168  HISTORY     - 1934     MONUMENTED       CGS
 DO0168  HISTORY     - 1961     GOOD             NGS
 DO0168  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0168
 DO0168                          STATION DESCRIPTION
 DO0168
 DO0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0168'0.9 MI E FROM JACKSBORO.
 DO0168'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE AT
 DO0168'JACKSBORO, THENCE 0.25 MILE EAST ALONG A PAVED STREET TO AN ABANDONED
 DO0168'FORD ACROSS A CREEK, THENCE 0.2 MILE EAST FROM THE EAST SIDE OF THE
 DO0168'FORD ALONG A DIRT ROAD TO THE TOP OF A HILL, THENCE ABOUT 0.15 MILE
 DO0168'SOUTH ACROSS A PASTURE TO THE ABANDONED GULF, TEXAS AND WESTERN
 DO0168'RAILROAD GRADE, ABOUT 0.25 MILE SOUTHEAST OF A LAKE, 65 FEET SOUTH OF
 DO0168'THE CENTER OF THE OLD TRACK GRADE, SET IN THE TOP OF A ROCK OUTCROP,
 DO0168'218 FEET SOUTHWEST OF A POWER POLE BRACED BY THREE GUY WIRES, 113 FEET
 DO0168'SOUTH OF AND ACROSS THE OLD TRACK GRADE FROM AN EAST-WEST FENCE, ABOUT
 DO0168'8 FEET ABOVE THE LEVEL OF THE TRACK BED, AND ABOUT FLUSH WITH THE
 DO0168'GROUND.
 DO0168
 DO0168                          STATION RECOVERY (2001)
 DO0168
 DO0168'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0773 ***********************************************************************
 BZ0773  DESIGNATION -  Z 291
 BZ0773  PID         -  BZ0773
 BZ0773  STATE/COUNTY-  TX/MCLENNAN
 BZ0773  USGS QUAD   -  CRAWFORD (1979)
 BZ0773
 BZ0773                         *CURRENT SURVEY CONTROL
 BZ0773  ___________________________________________________________________
 BZ0773* NAD 83(1986)-  31 34 18.     (N)    097 27 03.     (W)     SCALED    
 BZ0773* NAVD 88     -       218.839  (meters)     717.97   (feet)  ADJUSTED  
 BZ0773  ___________________________________________________________________
 BZ0773  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BZ0773  DYNAMIC HT  -         218.555 (meters)     717.04  (feet)  COMP
 BZ0773  MODELED GRAV-     979,336.7   (mgal)                       NAVD 88
 BZ0773
 BZ0773  VERT ORDER  -  SECOND    CLASS 0
 BZ0773
 BZ0773.The horizontal coordinates were scaled from a topographic map and have
 BZ0773.an estimated accuracy of +/- 6 seconds.
 BZ0773
 BZ0773.The orthometric height was determined by differential leveling
 BZ0773.and adjusted by the National Geodetic Survey in June 1991..
 BZ0773
 BZ0773.The geoid height was determined by GEOID03.
 BZ0773
 BZ0773.The dynamic height is computed by dividing the NAVD 88
 BZ0773.geopotential number by the normal gravity value computed on the
 BZ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0773.degrees latitude (g = 980.6199 gals.).
 BZ0773
 BZ0773.The modeled gravity was interpolated from observed gravity values.
 BZ0773
 BZ0773;                    North         East    Units  Estimated Accuracy
 BZ0773;SPC TX C     - 3,214,730.      973,590.      MT  (+/- 180 meters Scaled)
 BZ0773
 BZ0773                          SUPERSEDED SURVEY CONTROL
 BZ0773
 BZ0773  NGVD 29 (??/??/92)  218.793  (m)          717.82   (f) ADJ UNCH    2 0
 BZ0773
 BZ0773.Superseded values are not recommended for survey control.
 BZ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0773.See file dsdata.txt to determine how the superseded data were derived.
 BZ0773
 BZ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV470940(NAD 83)
 BZ0773_MARKER: DB = BENCH MARK DISK
 BZ0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0773_STAMPING: Z 291 1934
 BZ0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0773+STABILITY: SURFACE MOTION
 BZ0773
 BZ0773  HISTORY     - Date     Condition        Report By
 BZ0773  HISTORY     - 1934     MONUMENTED       CGS
 BZ0773  HISTORY     - 1966     GOOD             NGS
 BZ0773  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ0773  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0773  HISTORY     - 20040110 MARK NOT FOUND   USPSQD
 BZ0773
 BZ0773                          STATION DESCRIPTION
 BZ0773
 BZ0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0773'3.0 MI N FROM CRAWFORD.
 BZ0773'THE MARK IS ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 317 FROM
 BZ0773'CRAWFORD, THENCE 0.2 MILE EAST ALONG A TRACK ROAD AND ACROSS PASTURE
 BZ0773'LAND TO SITE OF BENCH MARK, 45 FEET SOUTH OF THE 3RD TELEGRAPH POLE
 BZ0773'SOUTH OF MILE POST 253.  A STANDARD DISK SET IN AN 8 X 8 IN. CONCRETE
 BZ0773'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BZ0773
 BZ0773                          STATION RECOVERY (1995)
 BZ0773
 BZ0773'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0773'MARK NOT FOUND.
 BZ0773
 BZ0773                          STATION RECOVERY (2001)
 BZ0773
 BZ0773'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0773'MARK NOT FOUND.
 BZ0773
 BZ0773                          STATION RECOVERY (2004)
 BZ0773
 BZ0773'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2128 ***********************************************************************
 CS2128  DESIGNATION -  Z 292
 CS2128  PID         -  CS2128
 CS2128  STATE/COUNTY-  TX/HILL
 CS2128  USGS QUAD   -  LAKESIDE VILLAGE (1976)
 CS2128
 CS2128                         *CURRENT SURVEY CONTROL
 CS2128  ___________________________________________________________________
 CS2128* NAD 83(1986)-  32 07 02.     (N)    097 24 56.     (W)     SCALED    
 CS2128* NAVD 88     -       167.237  (meters)     548.68   (feet)  ADJUSTED  
 CS2128  ___________________________________________________________________
 CS2128  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS2128  DYNAMIC HT  -         167.032 (meters)     548.00  (feet)  COMP
 CS2128  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 CS2128
 CS2128  VERT ORDER  -  SECOND    CLASS 0
 CS2128
 CS2128.The horizontal coordinates were scaled from a topographic map and have
 CS2128.an estimated accuracy of +/- 6 seconds.
 CS2128
 CS2128.The orthometric height was determined by differential leveling
 CS2128.and adjusted by the National Geodetic Survey in June 1991..
 CS2128
 CS2128.The geoid height was determined by GEOID03.
 CS2128
 CS2128.The dynamic height is computed by dividing the NAVD 88
 CS2128.geopotential number by the normal gravity value computed on the
 CS2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2128.degrees latitude (g = 980.6199 gals.).
 CS2128
 CS2128.The modeled gravity was interpolated from observed gravity values.
 CS2128
 CS2128;                    North         East    Units  Estimated Accuracy
 CS2128;SPC TXNC     - 2,050,490.      702,340.      MT  (+/- 180 meters Scaled)
 CS2128
 CS2128                          SUPERSEDED SURVEY CONTROL
 CS2128
 CS2128  NGVD 29 (??/??/92)  167.220  (m)          548.62   (f) ADJ UNCH    2 0
 CS2128
 CS2128.Superseded values are not recommended for survey control.
 CS2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2128.See file dsdata.txt to determine how the superseded data were derived.
 CS2128
 CS2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA494545(NAD 83)
 CS2128_MARKER: DB = BENCH MARK DISK
 CS2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2128_STAMPING: Z 292 1934
 CS2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2128+STABILITY: SURFACE MOTION
 CS2128
 CS2128  HISTORY     - Date     Condition        Report By
 CS2128  HISTORY     - 1934     MONUMENTED       CGS
 CS2128  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2128  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS2128
 CS2128                          STATION DESCRIPTION
 CS2128
 CS2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2128'2.0 MI S FROM BLUM.
 CS2128'ABOUT 2.0 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2128'FROM THE STATION AT BLUM, HILL COUNTY, ABOUT 25 YARDS EAST OF MILEPOST
 CS2128'301, 37 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET WEST OF
 CS2128'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 292 1934 AND SET
 CS2128'IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD TRACKS, MILE
 CS2128'POSTS, AND THE RIGHT-OF-WAY FENCE HAVE BEEN REMOVED. THE OLD
 CS2128'RIGHT-OF-WAY IS NOW IN CULTIVATION AND PASTURE LAND.  THE MARK IS
 CS2128'PROBABLY COVERED OVER WITH DIRT OR HAS BEEN DESTROYED.
 CS2128
 CS2128                          STATION RECOVERY (1999)
 CS2128
 CS2128'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0733 ***********************************************************************
 CS0733  DESIGNATION -  Z 293
 CS0733  PID         -  CS0733
 CS0733  STATE/COUNTY-  TX/ELLIS
 CS0733  USGS QUAD   -  MIDLOTHIAN (1978)
 CS0733
 CS0733                         *CURRENT SURVEY CONTROL
 CS0733  ___________________________________________________________________
 CS0733* NAD 83(1986)-  32 28 55.     (N)    096 59 37.     (W)     SCALED    
 CS0733* NAVD 88     -       230.070  (meters)     754.82   (feet)  ADJUSTED  
 CS0733  ___________________________________________________________________
 CS0733  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CS0733  DYNAMIC HT  -         229.796 (meters)     753.92  (feet)  COMP
 CS0733  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 CS0733
 CS0733  VERT ORDER  -  SECOND    CLASS 0
 CS0733
 CS0733.The horizontal coordinates were scaled from a topographic map and have
 CS0733.an estimated accuracy of +/- 6 seconds.
 CS0733
 CS0733.The orthometric height was determined by differential leveling
 CS0733.and adjusted by the National Geodetic Survey in June 1991..
 CS0733
 CS0733.The geoid height was determined by GEOID03.
 CS0733
 CS0733.The dynamic height is computed by dividing the NAVD 88
 CS0733.geopotential number by the normal gravity value computed on the
 CS0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0733.degrees latitude (g = 980.6199 gals.).
 CS0733
 CS0733.The modeled gravity was interpolated from observed gravity values.
 CS0733
 CS0733;                    North         East    Units  Estimated Accuracy
 CS0733;SPC TXNC     - 2,091,420.      741,580.      MT  (+/- 180 meters Scaled)
 CS0733
 CS0733                          SUPERSEDED SURVEY CONTROL
 CS0733
 CS0733  NGVD 29 (??/??/92)  230.048  (m)          754.75   (f) ADJ UNCH    2 0
 CS0733
 CS0733.Superseded values are not recommended for survey control.
 CS0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0733.See file dsdata.txt to determine how the superseded data were derived.
 CS0733
 CS0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA885956(NAD 83)
 CS0733_MARKER: DB = BENCH MARK DISK
 CS0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0733_SP_SET: FOUNDATION
 CS0733_STAMPING: Z 293 1934
 CS0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0733
 CS0733  HISTORY     - Date     Condition        Report By
 CS0733  HISTORY     - 1934     MONUMENTED       CGS
 CS0733  HISTORY     - 1965     GOOD             NGS
 CS0733
 CS0733                          STATION DESCRIPTION
 CS0733
 CS0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0733'IN MIDLOTHIAN.
 CS0733'AT MIDLOTHIAN, ELLIS COUNTY, AT THE GULF, COLORADO AND SANTA FE
 CS0733'RAILWAY STATION, IN THE FACE OF THE CONCRETE FOUNDATION, 18 FEET EAST
 CS0733'OF THE CENTER LINE OF THE RACK, AND DIRECTLY BELOW THE DISPATCHERS
 CS0733'WINDOW.  A STANDARD DISK, STAMPED Z 293 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1124 ***********************************************************************
 BY1124  DESIGNATION -  Z 296
 BY1124  PID         -  BY1124
 BY1124  STATE/COUNTY-  TX/RUSK
 BY1124  USGS QUAD   -  MOUNT ENTERPRISE (1984)
 BY1124
 BY1124                         *CURRENT SURVEY CONTROL
 BY1124  ___________________________________________________________________
 BY1124* NAD 83(1986)-  31 59 01.     (N)    094 42 25.     (W)     SCALED    
 BY1124* NAVD 88     -       154.955  (meters)     508.38   (feet)  ADJUSTED  
 BY1124  ___________________________________________________________________
 BY1124  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY1124  DYNAMIC HT  -         154.770 (meters)     507.77  (feet)  COMP
 BY1124  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 BY1124
 BY1124  VERT ORDER  -  SECOND    CLASS 0
 BY1124
 BY1124.The horizontal coordinates were scaled from a topographic map and have
 BY1124.an estimated accuracy of +/- 6 seconds.
 BY1124
 BY1124.The orthometric height was determined by differential leveling
 BY1124.and adjusted by the National Geodetic Survey in June 1991..
 BY1124
 BY1124.The geoid height was determined by GEOID03.
 BY1124
 BY1124.The dynamic height is computed by dividing the NAVD 88
 BY1124.geopotential number by the normal gravity value computed on the
 BY1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1124.degrees latitude (g = 980.6199 gals.).
 BY1124
 BY1124.The modeled gravity was interpolated from observed gravity values.
 BY1124
 BY1124;                    North         East    Units  Estimated Accuracy
 BY1124;SPC TXNC     - 2,041,620.      958,420.      MT  (+/- 180 meters Scaled)
 BY1124
 BY1124                          SUPERSEDED SURVEY CONTROL
 BY1124
 BY1124  NGVD 29 (??/??/92)  154.962  (m)          508.40   (f) ADJ UNCH    2 0
 BY1124
 BY1124.Superseded values are not recommended for survey control.
 BY1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1124.See file dsdata.txt to determine how the superseded data were derived.
 BY1124
 BY1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR387398(NAD 83)
 BY1124_MARKER: DB = BENCH MARK DISK
 BY1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1124_STAMPING: Z 296 1934
 BY1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1124+STABILITY: SURFACE MOTION
 BY1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY1124+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 BY1124
 BY1124  HISTORY     - Date     Condition        Report By
 BY1124  HISTORY     - 1934     MONUMENTED       CGS
 BY1124  HISTORY     - 1958     MARK NOT FOUND   USGS
 BY1124  HISTORY     - 1980     MARK NOT FOUND   USGS
 BY1124  HISTORY     - 20051031 GOOD             BOHAN
 BY1124
 BY1124                          STATION DESCRIPTION
 BY1124
 BY1124'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY1124'2.0 MI S FROM MINDEN.
 BY1124'2.0 MILES SOUTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT MINDEN,
 BY1124'RUSK COUNTY, 10 FEET NORTH OF A LANE LEADING TO A CHURCH, 51 FEET EAST
 BY1124'OF THE CENTERLINE OF THE HIGHWAY, NEAR THE INTERSECTION OF TWO FENCE
 BY1124'LINES, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER
 BY1124'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Z 296 1934 AND SET IN THE
 BY1124'TOP OF A CONCRETE POST.
 BY1124
 BY1124                          STATION RECOVERY (1980)
 BY1124
 BY1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY1124'AREA WAS CLEARED. MARK MAY HAVE BEEN DESTROYED OR BURIED BY CLEARING
 BY1124'OPERATIONS.
 BY1124
 BY1124                          STATION RECOVERY (2005)
 BY1124
 BY1124'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 BY1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1334 ***********************************************************************
 BY1334  DESIGNATION -  Z 297
 BY1334  PID         -  BY1334
 BY1334  STATE/COUNTY-  TX/CHEROKEE
 BY1334  USGS QUAD   -  FOREST (1973)
 BY1334
 BY1334                         *CURRENT SURVEY CONTROL
 BY1334  ___________________________________________________________________
 BY1334* NAD 83(1986)-  31 37 19.     (N)    095 04 21.     (W)     SCALED    
 BY1334* NAVD 88     -       116.55   (+/-2cm)     382.4    (feet)  VERTCON   
 BY1334  ___________________________________________________________________
 BY1334  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BY1334
 BY1334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1334
 BY1334.The horizontal coordinates were scaled from a topographic map and have
 BY1334.an estimated accuracy of +/- 6 seconds.
 BY1334
 BY1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1334.The vertical order pertains to the NGVD 29 superseded value.
 BY1334
 BY1334.The geoid height was determined by GEOID03.
 BY1334
 BY1334;                    North         East    Units  Estimated Accuracy
 BY1334;SPC TX C     - 3,228,560.    1,198,930.      MT  (+/- 180 meters Scaled)
 BY1334
 BY1334                          SUPERSEDED SURVEY CONTROL
 BY1334
 BY1334  NGVD 29 (??/??/92)  116.589  (m)          382.51   (f) ADJ UNCH    2 0
 BY1334
 BY1334.Superseded values are not recommended for survey control.
 BY1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1334.See file dsdata.txt to determine how the superseded data were derived.
 BY1334
 BY1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR034003(NAD 83)
 BY1334_MARKER: Z = SEE DESCRIPTION
 BY1334_SETTING: 0 = UNSPECIFIED SETTING
 BY1334_STAMPING: Z 297 1934
 BY1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1334
 BY1334  HISTORY     - Date     Condition        Report By
 BY1334  HISTORY     - 1934     MONUMENTED       CGS
 BY1334  HISTORY     - 1938     GOOD             NGS
 BY1334  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1334  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1334
 BY1334                          STATION DESCRIPTION
 BY1334
 BY1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1334'2.1 MI S FROM ALTO.
 BY1334'2.1 MILES SOUTH OF ALTO FROM WATER TOWER BY RAIL.  ON THE ST. L. AND
 BY1334'S.W. R.R.  42 FT. WEST OF THE INTERSECTION OF THE CENTERLINE OF A
 BY1334'PRIVATE ROAD AND THE WEST RAIL.  1 POLE NORTH OF TEL. POLE NO. 606/5.
 BY1334'12 FT. NORTH OF THE CENTERLINE OF DIRT ROAD.  10.0 FT. EAST OF A WIRE
 BY1334'R.O.W. FENCE.  2.0 FT. BELOW THE TOP OF RAIL.
 BY1334
 BY1334                          STATION RECOVERY (1973)
 BY1334
 BY1334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1334'MARK NOT FOUND.
 BY1334
 BY1334                          STATION RECOVERY (1996)
 BY1334
 BY1334'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1011 ***********************************************************************
 BY1011  DESIGNATION -  Z 298
 BY1011  PID         -  BY1011
 BY1011  STATE/COUNTY-  TX/ANGELINA
 BY1011  USGS QUAD   -  HUNTINGTON (1980)
 BY1011
 BY1011                         *CURRENT SURVEY CONTROL
 BY1011  ___________________________________________________________________
 BY1011* NAD 83(1986)-  31 22 21.     (N)    094 31 42.     (W)     SCALED    
 BY1011* NAVD 88     -        75.90   (+/-2cm)     249.0    (feet)  VERTCON   
 BY1011  ___________________________________________________________________
 BY1011  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BY1011
 BY1011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1011
 BY1011.The horizontal coordinates were scaled from a topographic map and have
 BY1011.an estimated accuracy of +/- 6 seconds.
 BY1011
 BY1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1011.The vertical order pertains to the NGVD 29 superseded value.
 BY1011
 BY1011.The geoid height was determined by GEOID03.
 BY1011
 BY1011;                    North         East    Units  Estimated Accuracy
 BY1011;SPC TX C     - 3,203,510.    1,251,930.      MT  (+/- 180 meters Scaled)
 BY1011
 BY1011                          SUPERSEDED SURVEY CONTROL
 BY1011
 BY1011  NGVD 29 (??/??/92)   75.952  (m)          249.19   (f) ADJ UNCH    2 0
 BY1011
 BY1011.Superseded values are not recommended for survey control.
 BY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1011.See file dsdata.txt to determine how the superseded data were derived.
 BY1011
 BY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ546718(NAD 83)
 BY1011_MARKER: DB = BENCH MARK DISK
 BY1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1011_STAMPING: Z 298 1934
 BY1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1011+STABILITY: SURFACE MOTION
 BY1011
 BY1011  HISTORY     - Date     Condition        Report By
 BY1011  HISTORY     - 1934     MONUMENTED       CGS
 BY1011  HISTORY     - 1952     GOOD             NGS
 BY1011
 BY1011                          STATION DESCRIPTION
 BY1011
 BY1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1011'2.4 MI W FROM EWING.
 BY1011'2.4 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1011'SECTION HOUSE AT EWING, ANGELINA COUNTY, 0.4 MILE WEST OF MILEPOST 15,
 BY1011'AT A ROAD CROSSING, 200 FEET EAST OF THE CENTER OF THE CROSSING, 136
 BY1011'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 49.1 FEET NORTH OF THE
 BY1011'NORTH RAIL OF THE TRACK, 55 FEET SOUTH OF THE EAST CORNER OF A CHURCH,
 BY1011'AND 1.9 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST AND SET IN THE
 BY1011'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 BY1011
 BY1011                          STATION RECOVERY (1952)
 BY1011
 BY1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BY1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2098 ***********************************************************************
 BX2098  DESIGNATION -  Z 299
 BX2098  PID         -  BX2098
 BX2098  STATE/COUNTY-  TX/SABINE
 BX2098  USGS QUAD   -  GENEVA (1984)
 BX2098
 BX2098                         *CURRENT SURVEY CONTROL
 BX2098  ___________________________________________________________________
 BX2098* NAD 83(1986)-  31 28 16.     (N)    093 54 45.     (W)     SCALED    
 BX2098* NAVD 88     -       139.37   (+/-2cm)     457.2    (feet)  VERTCON   
 BX2098  ___________________________________________________________________
 BX2098  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BX2098
 BX2098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2098
 BX2098.The horizontal coordinates were scaled from a topographic map and have
 BX2098.an estimated accuracy of +/- 6 seconds.
 BX2098
 BX2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2098.The vertical order pertains to the NGVD 29 superseded value.
 BX2098
 BX2098.The geoid height was determined by GEOID03.
 BX2098
 BX2098;                    North         East    Units  Estimated Accuracy
 BX2098;SPC TX C     - 3,217,640.    1,309,790.      MT  (+/- 180 meters Scaled)
 BX2098
 BX2098                          SUPERSEDED SURVEY CONTROL
 BX2098
 BX2098  NGVD 29 (??/??/??)  139.407  (m)          457.37   (f) ADJUSTED    2 0
 BX2098
 BX2098.Superseded values are not recommended for survey control.
 BX2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2098.See file dsdata.txt to determine how the superseded data were derived.
 BX2098
 BX2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ133821(NAD 83)
 BX2098_MARKER: DB = BENCH MARK DISK
 BX2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2098_STAMPING: Z 299 1934
 BX2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2098+STABILITY: SURFACE MOTION
 BX2098
 BX2098  HISTORY     - Date     Condition        Report By
 BX2098  HISTORY     - 1934     MONUMENTED       CGS
 BX2098  HISTORY     - 1962     GOOD             CGS
 BX2098
 BX2098                          STATION DESCRIPTION
 BX2098
 BX2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX2098'0.5 MI SE FROM GENEVA.
 BX2098'1956 USGS DESCRIPTION-- 0.5 MILES SOUTHEAST FROM GENEVA, SABINE
 BX2098'COUNTY, ALONG HIGHWAY 21 TO A GRADED NORTH-SOUTH ROAD CROSSING, (THE
 BX2098'OLD HIGHWAY), 98 FEET SOUTHWEST OF AN ANGLING ROAD CROSSING, 34 FEET
 BX2098'WEST OF THE CENTERLINE OF THE GRADED ROAD, 1 FOOT WEST OF A FENCE, 6
 BX2098'FEET EAST OF A SMALL PINE TREE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2117 ***********************************************************************
 BX2117  DESIGNATION -  Z 300
 BX2117  PID         -  BX2117
 BX2117  STATE/COUNTY-  TX/NEWTON
 BX2117  USGS QUAD   -  WIERGATE SE (1985)
 BX2117
 BX2117                         *CURRENT SURVEY CONTROL
 BX2117  ___________________________________________________________________
 BX2117* NAD 83(1986)-  31 02 25.     (N)    093 35 37.     (W)     SCALED    
 BX2117* NAVD 88     -        54.17   (+/-2cm)     177.7    (feet)  VERTCON   
 BX2117  ___________________________________________________________________
 BX2117  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BX2117
 BX2117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2117
 BX2117.The horizontal coordinates were scaled from a topographic map and have
 BX2117.an estimated accuracy of +/- 6 seconds.
 BX2117
 BX2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2117.The vertical order pertains to the NGVD 29 superseded value.
 BX2117
 BX2117.The geoid height was determined by GEOID03.
 BX2117
 BX2117;                    North         East    Units  Estimated Accuracy
 BX2117;SPC TX C     - 3,171,750.    1,342,930.      MT  (+/- 180 meters Scaled)
 BX2117
 BX2117                          SUPERSEDED SURVEY CONTROL
 BX2117
 BX2117  NGVD 29 (??/??/??)   54.239  (m)          177.95   (f) ADJUSTED    2 0
 BX2117
 BX2117.Superseded values are not recommended for survey control.
 BX2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2117.See file dsdata.txt to determine how the superseded data were derived.
 BX2117
 BX2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ433342(NAD 83)
 BX2117_MARKER: DB = BENCH MARK DISK
 BX2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2117_STAMPING: Z 300 1935
 BX2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2117+STABILITY: SURFACE MOTION
 BX2117
 BX2117  HISTORY     - Date     Condition        Report By
 BX2117  HISTORY     - 1935     MONUMENTED       CGS
 BX2117
 BX2117                          STATION DESCRIPTION
 BX2117
 BX2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2117'6.3 MI NE FROM BURKEVILLE.
 BX2117'6.3 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM BURKEVILLE, NEWTON
 BX2117'COUNTY, 0.2 MILE WEST OF A ROAD JUNCTION, BETWEEN TWO CURVES, AT THE
 BX2117'JUNCTION OF A DIRT ROAD LEADING NORTH, AND 20 FEET NORTH OF THE
 BX2117'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Z 300 1935 AND
 BX2117'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1427 ***********************************************************************
 BY1427  DESIGNATION -  Z 301
 BY1427  PID         -  BY1427
 BY1427  STATE/COUNTY-  TX/HOUSTON
 BY1427  USGS QUAD   -  KENNARD (1951)
 BY1427
 BY1427                         *CURRENT SURVEY CONTROL
 BY1427  ___________________________________________________________________
 BY1427* NAD 83(1986)-  31 22 12.     (N)    095 10 13.     (W)     SCALED    
 BY1427* NAVD 88     -        88.82   (+/-2cm)     291.4    (feet)  VERTCON   
 BY1427  ___________________________________________________________________
 BY1427  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1427
 BY1427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1427
 BY1427.The horizontal coordinates were scaled from a topographic map and have
 BY1427.an estimated accuracy of +/- 6 seconds.
 BY1427
 BY1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1427.The vertical order pertains to the NGVD 29 superseded value.
 BY1427
 BY1427.The geoid height was determined by GEOID03.
 BY1427
 BY1427;                    North         East    Units  Estimated Accuracy
 BY1427;SPC TX C     - 3,200,220.    1,190,960.      MT  (+/- 180 meters Scaled)
 BY1427
 BY1427                          SUPERSEDED SURVEY CONTROL
 BY1427
 BY1427  NGVD 29 (??/??/92)   88.847  (m)          291.49   (f) ADJ UNCH    2 0
 BY1427
 BY1427.Superseded values are not recommended for survey control.
 BY1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1427.See file dsdata.txt to determine how the superseded data were derived.
 BY1427
 BY1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ935726(NAD 83)
 BY1427_MARKER: DB = BENCH MARK DISK
 BY1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1427_STAMPING: Z 301 1935
 BY1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1427+STABILITY: SURFACE MOTION
 BY1427
 BY1427  HISTORY     - Date     Condition        Report By
 BY1427  HISTORY     - 1935     MONUMENTED       CGS
 BY1427  HISTORY     - 1948     GOOD             NGS
 BY1427
 BY1427                          STATION DESCRIPTION
 BY1427
 BY1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1427'1.1 MI E FROM KENNARD.
 BY1427'1.1 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE POST OFFICE AT
 BY1427'KENNARD, 450.0 FEET EAST OF THE EAST END OF THE CONCRETE BRIDGE OVER
 BY1427'COCHINE BAYOU, 129.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 12.0
 BY1427'FEET EAST OF THE CENTER OF A TRAIL LEADING NORTH, 7.0 FEET EAST OF A
 BY1427'GATE POST, 1.7 FEET WEST OF A WITNESS POST AND SET IN THE TOP OF A
 BY1427'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE GROUND.  NOTE-- THIS BENCH
 BY1427'MARK WAS PREVIOUSLY DESCRIBED AS BEING 2.4 MILES WEST OF RATCLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1917 ***********************************************************************
 BK1917  DESIGNATION -  Z 302
 BK1917  PID         -  BK1917
 BK1917  STATE/COUNTY-  TX/NEWTON
 BK1917  USGS QUAD   -  BON WIER (1982)
 BK1917
 BK1917                         *CURRENT SURVEY CONTROL
 BK1917  ___________________________________________________________________
 BK1917* NAD 83(1986)-  30 43 15.     (N)    093 43 29.     (W)     SCALED    
 BK1917* NAVD 88     -        35.61   (+/-2cm)     116.8    (feet)  VERTCON   
 BK1917  ___________________________________________________________________
 BK1917  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BK1917
 BK1917  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1917
 BK1917.The horizontal coordinates were scaled from a topographic map and have
 BK1917.an estimated accuracy of +/- 6 seconds.
 BK1917
 BK1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1917.The vertical order pertains to the NGVD 29 superseded value.
 BK1917
 BK1917.The geoid height was determined by GEOID03.
 BK1917
 BK1917;                    North         East    Units  Estimated Accuracy
 BK1917;SPC TX C     - 3,135,650.    1,332,540.      MT  (+/- 180 meters Scaled)
 BK1917
 BK1917                          SUPERSEDED SURVEY CONTROL
 BK1917
 BK1917  NGVD 29 (??/??/??)   35.632  (m)          116.90   (f) ADJUSTED    2 0
 BK1917
 BK1917.Superseded values are not recommended for survey control.
 BK1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1917.See file dsdata.txt to determine how the superseded data were derived.
 BK1917
 BK1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP306988(NAD 83)
 BK1917_MARKER: DB = BENCH MARK DISK
 BK1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1917_STAMPING: Z 302 1935
 BK1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1917+STABILITY: SURFACE MOTION
 BK1917
 BK1917  HISTORY     - Date     Condition        Report By
 BK1917  HISTORY     - 1935     MONUMENTED       CGS
 BK1917
 BK1917                          STATION DESCRIPTION
 BK1917
 BK1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1917'11.2 MI NE FROM KIRBYVILLE.
 BK1917'11.2 MI NE OF AND ALONG THE G C AND S F RR 38 FEET N OF CENTER OF
 BK1917'TRACK.  167 FEET W OF MILEPOST 11.  510 YARDS W OF A ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0002 ***********************************************************************
 BL0002  DESIGNATION -  Z 303
 BL0002  PID         -  BL0002
 BL0002  STATE/COUNTY-  TX/TYLER
 BL0002  USGS QUAD   -  COLMESNEIL (1984)
 BL0002
 BL0002                         *CURRENT SURVEY CONTROL
 BL0002  ___________________________________________________________________
 BL0002* NAD 83(1986)-  30 56 29.     (N)    094 23 43.     (W)     SCALED    
 BL0002* NAVD 88     -       112.90   (+/-2cm)     370.4    (feet)  VERTCON   
 BL0002  ___________________________________________________________________
 BL0002  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BL0002
 BL0002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0002
 BL0002.The horizontal coordinates were scaled from a topographic map and have
 BL0002.an estimated accuracy of +/- 6 seconds.
 BL0002
 BL0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0002.The vertical order pertains to the NGVD 29 superseded value.
 BL0002
 BL0002.The geoid height was determined by GEOID03.
 BL0002
 BL0002;                    North         East    Units  Estimated Accuracy
 BL0002;SPC TX C     - 3,156,450.    1,267,120.      MT  (+/- 180 meters Scaled)
 BL0002
 BL0002                          SUPERSEDED SURVEY CONTROL
 BL0002
 BL0002  NGVD 29 (??/??/92)  112.898  (m)          370.40   (f) ADJ UNCH    2 0
 BL0002
 BL0002.Superseded values are not recommended for survey control.
 BL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0002.See file dsdata.txt to determine how the superseded data were derived.
 BL0002
 BL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ667239(NAD 83)
 BL0002_MARKER: DB = BENCH MARK DISK
 BL0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0002_STAMPING: Z 303 1934
 BL0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0002+STABILITY: SURFACE MOTION
 BL0002
 BL0002  HISTORY     - Date     Condition        Report By
 BL0002  HISTORY     - 1934     MONUMENTED       CGS
 BL0002  HISTORY     - 1949     GOOD             NGS
 BL0002
 BL0002                          STATION DESCRIPTION
 BL0002
 BL0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0002'3.3 MI N FROM COLMESNEIL.
 BL0002'3.3 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BL0002'STATION AT COLMESNEIL, AT A PUBLIC ROAD CROSSING (OLD U.S. HIGHWAY NO.
 BL0002'69), 45.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 43.0 FEET
 BL0002'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 77.6 FEET SOUTHWEST OF
 BL0002'POLE NO. 1829, 40.7 FEET SOUTHEAST OF THE SOUTH CORNER OF A WOODEN
 BL0002'BRIDGE UNDER THE ROAD, 44.3 FEET SOUTH OF THE SOUTH CORNER OF A CATTLE
 BL0002'GUARD, 1.5 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 BL0002'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0297 ***********************************************************************
 BL0297  DESIGNATION -  Z 304
 BL0297  PID         -  BL0297
 BL0297  STATE/COUNTY-  TX/HARDIN
 BL0297  USGS QUAD   -  SILSBEE (1984)
 BL0297
 BL0297                         *CURRENT SURVEY CONTROL
 BL0297  ___________________________________________________________________
 BL0297* NAD 83(1986)-  30 16 00.     (N)    094 14 03.     (W)     SCALED    
 BL0297* NAVD 88     -        19.04   (+/-2cm)      62.5    (feet)  VERTCON   
 BL0297  ___________________________________________________________________
 BL0297  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0297
 BL0297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0297
 BL0297.The horizontal coordinates were scaled from a topographic map and have
 BL0297.an estimated accuracy of +/- 6 seconds.
 BL0297
 BL0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0297.The vertical order pertains to the NGVD 29 superseded value.
 BL0297
 BL0297.The geoid height was determined by GEOID03.
 BL0297
 BL0297;                    North         East    Units  Estimated Accuracy
 BL0297;SPC TX C     - 3,082,600.    1,286,590.      MT  (+/- 180 meters Scaled)
 BL0297
 BL0297                          SUPERSEDED SURVEY CONTROL
 BL0297
 BL0297  NGVD 29 (??/??/92)   19.038  (m)           62.46   (f) ADJ UNCH    2 0
 BL0297
 BL0297.Superseded values are not recommended for survey control.
 BL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0297.See file dsdata.txt to determine how the superseded data were derived.
 BL0297
 BL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP812489(NAD 83)
 BL0297_MARKER: DB = BENCH MARK DISK
 BL0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0297_STAMPING: Z 304 1934
 BL0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0297+STABILITY: SURFACE MOTION
 BL0297
 BL0297  HISTORY     - Date     Condition        Report By
 BL0297  HISTORY     - 1934     MONUMENTED       CGS
 BL0297  HISTORY     - 1977     GOOD             LOCENG
 BL0297
 BL0297                          STATION DESCRIPTION
 BL0297
 BL0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0297'7.1 MI N FROM VOTH.
 BL0297'IN HARDIN COUNTY, 7.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BL0297'RAILROAD FROM VOTH, JEFFERSON COUNTY, 56 YARDS SOUTH OF BRIDGE 45 B,
 BL0297'AT A ROAD CROSSING, 78 FEET SOUTH OF THE ROAD, AND 48 FEET SOUTHWEST
 BL0297'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Z 304 1934
 BL0297'AND SET IN THE TOP OF A CONCRETE POST.
 BL0297
 BL0297                          STATION RECOVERY (1977)
 BL0297
 BL0297'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 BL0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4803 ***********************************************************************
 AW4803  DESIGNATION -  Z 305
 AW4803  PID         -  AW4803
 AW4803  STATE/COUNTY-  TX/FORT BEND
 AW4803  USGS QUAD   -  RICHMOND (1980)
 AW4803
 AW4803                         *CURRENT SURVEY CONTROL
 AW4803  ___________________________________________________________________
 AW4803* NAD 83(1986)-  29 31 46.     (N)    095 52 00.     (W)     SCALED    
 AW4803* NAVD 88     -        32.44   (+/-2cm)     106.4    (feet)  VERTCON   
 AW4803  ___________________________________________________________________
 AW4803  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW4803
 AW4803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4803
 AW4803.The horizontal coordinates were scaled from a topographic map and have
 AW4803.an estimated accuracy of +/- 6 seconds.
 AW4803
 AW4803.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4803.The vertical order pertains to the NGVD 29 superseded value.
 AW4803
 AW4803.The geoid height was determined by GEOID03.
 AW4803
 AW4803;                    North         East    Units  Estimated Accuracy
 AW4803;SPC TXSC     - 4,192,040.      903,660.      MT  (+/- 180 meters Scaled)
 AW4803
 AW4803                          SUPERSEDED SURVEY CONTROL
 AW4803
 AW4803  NGVD 29 (??/??/92)   32.43   (m)          106.4    (f) COMPUTED    2 0
 AW4803
 AW4803.Superseded values are not recommended for survey control.
 AW4803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4803.See file dsdata.txt to determine how the superseded data were derived.
 AW4803
 AW4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN221700(NAD 83)
 AW4803_MARKER: DB = BENCH MARK DISK
 AW4803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4803_STAMPING: Z 305 1935
 AW4803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4803+STABILITY: SURFACE MOTION
 AW4803
 AW4803  HISTORY     - Date     Condition        Report By
 AW4803  HISTORY     - 1935     MONUMENTED       CGS
 AW4803  HISTORY     - 1943     GOOD             NGS
 AW4803  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4803  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4803  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW4803  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4803
 AW4803                          STATION DESCRIPTION
 AW4803
 AW4803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4803'4.35 MI SW FROM ROSENBERG.
 AW4803'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4803'PASSENGER STATION AT ROSENBERG, PROCEED 4.35 MILES SOUTHWESTERLY ALONG
 AW4803'THE TRACK TO A GRAVEL GRADE CROSSING AND SITE OF BENCH MARK. BENCH
 AW4803'MARK IS 0.15 MILE NORTHEAST OF MILE POST NO.4.  IT IS 47.0 FEET
 AW4803'NORTHWEST OF THE CENTERLINE OF THE TRACK, 22.5 FEET NORTHEAST OF THE
 AW4803'CENTERLINE OF A GRAVEL ROAD, 4.3 FEET SOUTHEAST OF TELEPHONE POLE
 AW4803'NO.150 AND 2.0 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AW4803'MONUMENT PROJECTS 0.3 FOOT.  A DISK SET IN A CONCRETE POST.
 AW4803
 AW4803                          STATION RECOVERY (1971)
 AW4803
 AW4803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4803'MARK NOT FOUND.
 AW4803
 AW4803                          STATION RECOVERY (1987)
 AW4803
 AW4803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4803'NOT RECOVERED.
 AW4803
 AW4803                          STATION RECOVERY (1995)
 AW4803
 AW4803'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4803'MARK NOT FOUND.
 AW4803
 AW4803                          STATION RECOVERY (1999)
 AW4803
 AW4803'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0285 ***********************************************************************
 AX0285  DESIGNATION -  Z 306
 AX0285  PID         -  AX0285
 AX0285  STATE/COUNTY-  TX/FORT BEND
 AX0285  USGS QUAD   -  EAST BERNARD (1980)
 AX0285
 AX0285                         *CURRENT SURVEY CONTROL
 AX0285  ___________________________________________________________________
 AX0285* NAD 83(1986)-  29 37 08.     (N)    096 01 44.     (W)     SCALED    
 AX0285* NAVD 88     -        39.09   (+/-2cm)     128.2    (feet)  VERTCON   
 AX0285  ___________________________________________________________________
 AX0285  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0285
 AX0285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0285
 AX0285.The horizontal coordinates were scaled from a topographic map and have
 AX0285.an estimated accuracy of +/- 6 seconds.
 AX0285
 AX0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0285.The vertical order pertains to the NGVD 29 superseded value.
 AX0285
 AX0285.The geoid height was determined by GEOID03.
 AX0285
 AX0285;                    North         East    Units  Estimated Accuracy
 AX0285;SPC TXSC     - 4,201,540.      887,690.      MT  (+/- 180 meters Scaled)
 AX0285
 AX0285                          SUPERSEDED SURVEY CONTROL
 AX0285
 AX0285  NGVD 29 (??/??/92)   39.080  (m)          128.22   (f) ADJ UNCH    2 0
 AX0285
 AX0285.Superseded values are not recommended for survey control.
 AX0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0285.See file dsdata.txt to determine how the superseded data were derived.
 AX0285
 AX0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT877802(NAD 83)
 AX0285_MARKER: DB = BENCH MARK DISK
 AX0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0285_STAMPING: Z 306 1935
 AX0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0285+STABILITY: SURFACE MOTION
 AX0285
 AX0285  HISTORY     - Date     Condition        Report By
 AX0285  HISTORY     - 1935     MONUMENTED       CGS
 AX0285  HISTORY     - 1960     GOOD             USGS
 AX0285  HISTORY     - 19980208 MARK NOT FOUND   USPSQD
 AX0285  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AX0285
 AX0285                          STATION DESCRIPTION
 AX0285
 AX0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0285'3.7 MI W FROM ORCHARD.
 AX0285'3.7 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AX0285'STATION AT ORCHARD, FORT BEND COUNTY, ABOUT 0.2 MILE EAST OF MILE POLE
 AX0285'80, 46 FEET EAST OF THE FORT BEND-AUSTIN COUNTY-LINE MARKER AT A
 AX0285'GRAVEL-ROAD CROSSING, 45.2 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 AX0285'30 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.4 FEET NORTHWEST OF A
 AX0285'RIGHT-OF-WAY FENCE CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AX0285'AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  SET IN THE TOP OF A
 AX0285'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AX0285
 AX0285                          STATION RECOVERY (1960)
 AX0285
 AX0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AX0285'RECOVERED IN GOOD CONDITION.
 AX0285
 AX0285                          STATION RECOVERY (1998)
 AX0285
 AX0285'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0285'MARK NOT FOUND.
 AX0285
 AX0285                          STATION RECOVERY (2004)
 AX0285
 AX0285'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0661 ***********************************************************************
 AX0661  DESIGNATION -  Z 307
 AX0661  PID         -  AX0661
 AX0661  STATE/COUNTY-  TX/JACKSON
 AX0661  USGS QUAD   -  GANADO (1981)
 AX0661
 AX0661                         *CURRENT SURVEY CONTROL
 AX0661  ___________________________________________________________________
 AX0661* NAD 83(1986)-  29 02 23.     (N)    096 31 02.     (W)     SCALED    
 AX0661* NAVD 88     -        19.09   (+/-2cm)      62.6    (feet)  VERTCON   
 AX0661  ___________________________________________________________________
 AX0661  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0661
 AX0661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0661
 AX0661.The horizontal coordinates were scaled from a topographic map and have
 AX0661.an estimated accuracy of +/- 6 seconds.
 AX0661
 AX0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0661.The vertical order pertains to the NGVD 29 superseded value.
 AX0661
 AX0661.The geoid height was determined by GEOID03.
 AX0661
 AX0661;                    North         East    Units  Estimated Accuracy
 AX0661;SPC TXSC     - 4,136,270.      841,780.      MT  (+/- 180 meters Scaled)
 AX0661
 AX0661                          SUPERSEDED SURVEY CONTROL
 AX0661
 AX0661  NGVD 29 (??/??/92)   19.10   (m)           62.7    (f) COMPUTED    2 0
 AX0661
 AX0661.Superseded values are not recommended for survey control.
 AX0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0661.See file dsdata.txt to determine how the superseded data were derived.
 AX0661
 AX0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT417149(NAD 83)
 AX0661_MARKER: DB = BENCH MARK DISK
 AX0661_SETTING: 0 = UNSPECIFIED SETTING
 AX0661_STAMPING: Z 307 1935
 AX0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0661
 AX0661  HISTORY     - Date     Condition        Report By
 AX0661  HISTORY     - 1935     MONUMENTED       CGS
 AX0661  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0661  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0661  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0661
 AX0661                          STATION DESCRIPTION
 AX0661
 AX0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0661'0.3 MI SW FROM GANADO.
 AX0661'0.2 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM GRADE
 AX0661'CROSSING OF RAILROAD WITH TEXAS STATE HIGHWAY 172, AT GANADO, IN LINE
 AX0661'WITH A STREET ELADING SOUTHEAST IN FRONT OF THE CATHOLIC CHURCH, 36.4
 AX0661'FT. SOUTHEAST OF THE SOUTHEAST RAIL, 38 FT. NORTH WEST OF THE CENTER
 AX0661'LINE OF A ROAD PARALLELING THE TRACK, AND 24 FT. EAST OF THE CENTER
 AX0661'LINE OF A NORTH - SOUTH ROAD CROSSING RAILROAD TRACK.  NOTE-- THE
 AX0661'MEASUREMENTS WOULD PUT THE MARK BELOW AND IN THE CENTER OF A PAVED
 AX0661'STREET.
 AX0661
 AX0661                          STATION RECOVERY (1987)
 AX0661
 AX0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0661'NOT RECOVERED.  THE DESCRIBED LOCATION IS NOW A PAVED STREET.
 AX0661
 AX0661                          STATION RECOVERY (1998)
 AX0661
 AX0661'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0350 ***********************************************************************
 BL0350  DESIGNATION -  Z 308
 BL0350  PID         -  BL0350
 BL0350  STATE/COUNTY-  TX/HARDIN
 BL0350  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0350
 BL0350                         *CURRENT SURVEY CONTROL
 BL0350  ___________________________________________________________________
 BL0350* NAD 83(1986)-  30 24 21.     (N)    094 29 41.     (W)     SCALED    
 BL0350* NAVD 88     -        32.85   (+/-2cm)     107.8    (feet)  VERTCON   
 BL0350  ___________________________________________________________________
 BL0350  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL0350
 BL0350  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0350
 BL0350.The horizontal coordinates were scaled from a topographic map and have
 BL0350.an estimated accuracy of +/- 6 seconds.
 BL0350
 BL0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0350.The vertical order pertains to the NGVD 29 superseded value.
 BL0350
 BL0350.The geoid height was determined by GEOID03.
 BL0350
 BL0350;                    North         East    Units  Estimated Accuracy
 BL0350;SPC TX C     - 3,096,660.    1,260,750.      MT  (+/- 180 meters Scaled)
 BL0350
 BL0350                          SUPERSEDED SURVEY CONTROL
 BL0350
 BL0350  NGVD 29 (??/??/92)   32.854  (m)          107.79   (f) ADJ UNCH    2 0
 BL0350
 BL0350.Superseded values are not recommended for survey control.
 BL0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0350.See file dsdata.txt to determine how the superseded data were derived.
 BL0350
 BL0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP564647(NAD 83)
 BL0350_MARKER: DB = BENCH MARK DISK
 BL0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0350_STAMPING: Z 308 1935
 BL0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0350+STABILITY: SURFACE MOTION
 BL0350
 BL0350  HISTORY     - Date     Condition        Report By
 BL0350  HISTORY     - 1935     MONUMENTED       CGS
 BL0350  HISTORY     - 1978     MARK NOT FOUND   USGS
 BL0350  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0350
 BL0350                          STATION DESCRIPTION
 BL0350
 BL0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL0350'3 MI W FROM HONEY ISLAND.
 BL0350'3.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0350'STATION AT HONEY ISLAND, HARDIN COUNTY, ABOUT 620 YARDS EAST OF
 BL0350'MILEPOST 132, 168 YARDS EAST OF BRIDGE 132 A, AT A ROAD CROSSING, 102
 BL0350'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND AT A FENCE CORNER.  A
 BL0350'STANDARD DISK, STAMPED Z 308 1935 AND SET IN THE TOP OF A CONCRETE
 BL0350'POST.
 BL0350
 BL0350                          STATION RECOVERY (1978)
 BL0350
 BL0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0350'MARK NOT FOUND.
 BL0350
 BL0350                          STATION RECOVERY (1998)
 BL0350
 BL0350'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2508 ***********************************************************************
 AW2508  DESIGNATION -  Z 309
 AW2508  PID         -  AW2508
 AW2508  STATE/COUNTY-  TX/CHAMBERS
 AW2508  USGS QUAD   -  WHITES RANCH (1993)
 AW2508
 AW2508                         *CURRENT SURVEY CONTROL
 AW2508  ___________________________________________________________________
 AW2508* NAD 83(1986)-  29 41 36.     (N)    094 22 25.     (W)     SCALED    
 AW2508* NAVD 88     -         2.23   (+/-2cm)       7.3    (feet)  VERTCON   
 AW2508  ___________________________________________________________________
 AW2508  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW2508
 AW2508  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2508
 AW2508.The horizontal coordinates were scaled from a topographic map and have
 AW2508.an estimated accuracy of +/- 6 seconds.
 AW2508
 AW2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2508.The vertical order pertains to the NGVD 29 superseded value.
 AW2508
 AW2508.The geoid height was determined by GEOID03.
 AW2508
 AW2508;                    North         East    Units  Estimated Accuracy
 AW2508;SPC TXSC     - 4,214,990.    1,047,580.      MT  (+/- 180 meters Scaled)
 AW2508
 AW2508                          SUPERSEDED SURVEY CONTROL
 AW2508
 AW2508  NGVD 29 (??/??/92)    2.228  (m)            7.31   (f) ADJ UNCH    1 2
 AW2508
 AW2508.Superseded values are not recommended for survey control.
 AW2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2508.See file dsdata.txt to determine how the superseded data were derived.
 AW2508
 AW2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN671855(NAD 83)
 AW2508_MARKER: DB = BENCH MARK DISK
 AW2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2508_STAMPING: Z 309 1935 7.503
 AW2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2508+STABILITY: SURFACE MOTION
 AW2508
 AW2508  HISTORY     - Date     Condition        Report By
 AW2508  HISTORY     - 1935     MONUMENTED       CGS
 AW2508  HISTORY     - 1958     GOOD             NGS
 AW2508  HISTORY     - 19890512 MARK NOT FOUND   USPSQD
 AW2508  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW2508
 AW2508                          STATION DESCRIPTION
 AW2508
 AW2508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2508'6.95 MI S FROM STOWELL.
 AW2508'ABOUT 6.95 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2508'STOWELL, 53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH
 AW2508'OF THE GULF, COLORADO AND SANTA FE RAILROAD MILEPOST 43, 47 1/2 FEET
 AW2508'WEST OF THE WEST RAIL, ABOUT 0.1 MILE NORTH OF THE BRIDGE OVER ELM
 AW2508'BAYOU, 8 FEET WEST OF A ROW OF TELEPHONE POLES, 1 FOOT WEST OF A METAL
 AW2508'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 AW2508'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW2508
 AW2508                          STATION RECOVERY (1989)
 AW2508
 AW2508'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2508'MARK NOT FOUND.
 AW2508
 AW2508                          STATION RECOVERY (2005)
 AW2508
 AW2508'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0518 ***********************************************************************
 BM0518  DESIGNATION -  Z 310
 BM0518  PID         -  BM0518
 BM0518  STATE/COUNTY-  TX/FAYETTE
 BM0518  USGS QUAD   -  WINCHESTER (1982)
 BM0518
 BM0518                         *CURRENT SURVEY CONTROL
 BM0518  ___________________________________________________________________
 BM0518* NAD 83(1986)-  30 01 39.     (N)    097 00 09.     (W)     SCALED    
 BM0518* NAVD 88     -       115.03   (+/-2cm)     377.4    (feet)  VERTCON   
 BM0518  ___________________________________________________________________
 BM0518  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BM0518
 BM0518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0518
 BM0518.The horizontal coordinates were scaled from a topographic map and have
 BM0518.an estimated accuracy of +/- 6 seconds.
 BM0518
 BM0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0518.The vertical order pertains to the NGVD 29 superseded value.
 BM0518
 BM0518.The geoid height was determined by GEOID03.
 BM0518
 BM0518;                    North         East    Units  Estimated Accuracy
 BM0518;SPC TXSC     - 4,244,820.      792,660.      MT  (+/- 180 meters Scaled)
 BM0518
 BM0518                          SUPERSEDED SURVEY CONTROL
 BM0518
 BM0518  NGVD 29 (??/??/92)  114.972  (m)          377.20   (f) ADJ UNCH    2 0
 BM0518
 BM0518.Superseded values are not recommended for survey control.
 BM0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0518.See file dsdata.txt to determine how the superseded data were derived.
 BM0518
 BM0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU926235(NAD 83)
 BM0518_MARKER: DB = BENCH MARK DISK
 BM0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0518_STAMPING: Z 310 1935
 BM0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0518+STABILITY: SURFACE MOTION
 BM0518
 BM0518  HISTORY     - Date     Condition        Report By
 BM0518  HISTORY     - 1935     MONUMENTED       CGS
 BM0518
 BM0518                          STATION DESCRIPTION
 BM0518
 BM0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0518'1.3 MI N FROM WINCHESTER.
 BM0518'1.3 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0518'TEXAS AND NEW ORLEANS RAILROAD) FROM THE STATION AT WINCHESTER, 70
 BM0518'FEET NORTH OF MILEPOST 55, AT A ROAD CROSSING, 41 FEET WEST OF THE
 BM0518'CENTERLINE OF THE ROAD, 40 FEET EAST OF THE CENTERLINE OF THE TRACK,
 BM0518'AND 8 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED Z 310 1935 AND
 BM0518'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0316 ***********************************************************************
 BM0316  DESIGNATION -  Z 311
 BM0316  PID         -  BM0316
 BM0316  STATE/COUNTY-  TX/MILAM
 BM0316  USGS QUAD   -  ROCKDALE EAST (1989)
 BM0316
 BM0316                         *CURRENT SURVEY CONTROL
 BM0316  ___________________________________________________________________
 BM0316* NAD 83(1986)-  30 37 59.     (N)    096 59 27.     (W)     SCALED    
 BM0316* NAVD 88     -       137.94   (+/-2cm)     452.6    (feet)  VERTCON   
 BM0316  ___________________________________________________________________
 BM0316  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0316
 BM0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0316
 BM0316.The horizontal coordinates were scaled from a topographic map and have
 BM0316.an estimated accuracy of +/- 6 seconds.
 BM0316
 BM0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0316.The vertical order pertains to the NGVD 29 superseded value.
 BM0316
 BM0316.The geoid height was determined by GEOID03.
 BM0316
 BM0316;                    North         East    Units  Estimated Accuracy
 BM0316;SPC TX C     - 3,111,940.    1,020,360.      MT  (+/- 180 meters Scaled)
 BM0316
 BM0316                          SUPERSEDED SURVEY CONTROL
 BM0316
 BM0316  NGVD 29 (??/??/92)  137.878  (m)          452.35   (f) ADJ UNCH    2 0
 BM0316
 BM0316.Superseded values are not recommended for survey control.
 BM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0316.See file dsdata.txt to determine how the superseded data were derived.
 BM0316
 BM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU925906(NAD 83)
 BM0316_MARKER: DB = BENCH MARK DISK
 BM0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0316_STAMPING: Z 311 1935
 BM0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0316+STABILITY: SURFACE MOTION
 BM0316
 BM0316  HISTORY     - Date     Condition        Report By
 BM0316  HISTORY     - 1935     MONUMENTED       CGS
 BM0316  HISTORY     - 1976     GOOD             LOCSUR
 BM0316  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0316
 BM0316                          STATION DESCRIPTION
 BM0316
 BM0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0316'1.8 MI S FROM ROCKDALE.
 BM0316'1.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0316'TEXAS AND NEW ORLEANS RAILROAD) FROM THE STATION AT ROCKDALE, 42 YARDS
 BM0316'SOUTH OF MILEPOST 101, 38 YARDS NORTHEAST OF BRIDGE 100 B, 45 FEET
 BM0316'EAST OF THE CENTERLINE OF THE TRACK, AND AT A FENCE.  A STANDARD DISK,
 BM0316'STAMPED Z 311 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BM0316
 BM0316                          STATION RECOVERY (1976)
 BM0316
 BM0316'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 BM0316'RECOVERED IN GOOD CONDITION.
 BM0316
 BM0316                          STATION RECOVERY (1999)
 BM0316
 BM0316'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1307 ***********************************************************************
 BL1307  DESIGNATION -  Z 312
 BL1307  PID         -  BL1307
 BL1307  STATE/COUNTY-  TX/MONTGOMERY
 BL1307  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1307
 BL1307                         *CURRENT SURVEY CONTROL
 BL1307  ___________________________________________________________________
 BL1307* NAD 83(1986)-  30 18 39.     (N)    095 15 30.     (W)     SCALED    
 BL1307* NAVD 88     -        52.92   (+/-2cm)     173.6    (feet)  VERTCON   
 BL1307  ___________________________________________________________________
 BL1307  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1307
 BL1307  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1307
 BL1307.The horizontal coordinates were scaled from a topographic map and have
 BL1307.an estimated accuracy of +/- 6 seconds.
 BL1307
 BL1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1307.The vertical order pertains to the NGVD 29 superseded value.
 BL1307
 BL1307.The geoid height was determined by GEOID03.
 BL1307
 BL1307;                    North         East    Units  Estimated Accuracy
 BL1307;SPC TX C     - 3,082,540.    1,187,940.      MT  (+/- 180 meters Scaled)
 BL1307
 BL1307                          SUPERSEDED SURVEY CONTROL
 BL1307
 BL1307  NGVD 29 (??/??/92)   52.924  (m)          173.63   (f) ADJ UNCH    2 0
 BL1307
 BL1307.Superseded values are not recommended for survey control.
 BL1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1307.See file dsdata.txt to determine how the superseded data were derived.
 BL1307
 BL1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP828553(NAD 83)
 BL1307_MARKER: DB = BENCH MARK DISK
 BL1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1307_STAMPING: Z 312 1935
 BL1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1307+STABILITY: SURFACE MOTION
 BL1307
 BL1307  HISTORY     - Date     Condition        Report By
 BL1307  HISTORY     - 1935     MONUMENTED       CGS
 BL1307  HISTORY     - 1954     GOOD             NGS
 BL1307  HISTORY     - 1964     POOR             NGS
 BL1307
 BL1307                          STATION DESCRIPTION
 BL1307
 BL1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1307'5.5 MI W FROM FOSTORIA.
 BL1307'5.5 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1307'STATION AT FOSTORIA, 4 POLES EAST OF MILEPOST 84, AT A PRIVATE ROAD
 BL1307'CROSSING, 48.5 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 45.3
 BL1307'FEET NORTH OF THE NORTH RAIL, 18.8 FEET NORTHEAST OF A TELEPHONE POLE,
 BL1307'2.4 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST.
 BL1307
 BL1307                          STATION RECOVERY (1964)
 BL1307
 BL1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BL1307'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0036 ***********************************************************************
 BM0036  DESIGNATION -  Z 313
 BM0036  PID         -  BM0036
 BM0036  STATE/COUNTY-  TX/BRAZOS
 BM0036  USGS QUAD   -  BRYAN EAST (1980)
 BM0036
 BM0036                         *CURRENT SURVEY CONTROL
 BM0036  ___________________________________________________________________
 BM0036* NAD 83(1986)-  30 40 02.     (N)    096 22 24.     (W)     SCALED    
 BM0036* NAVD 88     -       111.03   (+/-2cm)     364.3    (feet)  VERTCON   
 BM0036  ___________________________________________________________________
 BM0036  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BM0036
 BM0036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0036
 BM0036.The horizontal coordinates were scaled from a topographic map and have
 BM0036.an estimated accuracy of +/- 6 seconds.
 BM0036
 BM0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0036.The vertical order pertains to the NGVD 29 superseded value.
 BM0036
 BM0036.The geoid height was determined by GEOID03.
 BM0036
 BM0036;                    North         East    Units  Estimated Accuracy
 BM0036;SPC TX C     - 3,117,670.    1,079,390.      MT  (+/- 180 meters Scaled)
 BM0036
 BM0036                          SUPERSEDED SURVEY CONTROL
 BM0036
 BM0036  NGVD 29 (??/??/92)  110.992  (m)          364.15   (f) ADJ UNCH    2 0
 BM0036
 BM0036.Superseded values are not recommended for survey control.
 BM0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0036.See file dsdata.txt to determine how the superseded data were derived.
 BM0036
 BM0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU516956(NAD 83)
 BM0036_MARKER: DB = BENCH MARK DISK
 BM0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0036_STAMPING: Z 313 1935
 BM0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0036+STABILITY: SURFACE MOTION
 BM0036
 BM0036  HISTORY     - Date     Condition        Report By
 BM0036  HISTORY     - 1935     MONUMENTED       CGS
 BM0036  HISTORY     - 1944     GOOD             NGS
 BM0036  HISTORY     - 1953     GOOD             NGS
 BM0036  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0036
 BM0036                          STATION DESCRIPTION
 BM0036
 BM0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BM0036'IN BRYAN.
 BM0036'AT BRYAN, BRAZOS COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 28
 BM0036'YARDS NORTHWEST OF THE CENTER OF THE CROSSING OF THE
 BM0036'INTERNATIONAL-GREAT NORTHERN RAILROAD, 18 YARDS WEST OF TOWER HOUSE
 BM0036'36, 14 YARDS WEST OF THE CENTERLINE OF THE TEXAS AND NEW ORLEANS
 BM0036'RAILROAD TRACK, AND 8 YARDS WEST OF THE CENTERLINE OF THE
 BM0036'INTERNATIONAL-GREAT NORTHERN RAILROAD TRACK.  A STANDARD DISK, STAMPED
 BM0036'Z 313 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BM0036
 BM0036                          STATION RECOVERY (1953)
 BM0036
 BM0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BM0036'RECOVERED IN GOOD CONDITION.
 BM0036
 BM0036                          STATION RECOVERY (1994)
 BM0036
 BM0036'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0559 ***********************************************************************
 AY0559  DESIGNATION -  Z 314
 AY0559  PID         -  AY0559
 AY0559  STATE/COUNTY-  TX/WILSON
 AY0559  USGS QUAD   -  LA VERNIA (1962)
 AY0559
 AY0559                         *CURRENT SURVEY CONTROL
 AY0559  ___________________________________________________________________
 AY0559* NAD 83(1986)-  29 15 44.     (N)    098 01 39.     (W)     SCALED    
 AY0559* NAVD 88     -       124.45   (+/-2cm)     408.3    (feet)  VERTCON   
 AY0559  ___________________________________________________________________
 AY0559  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AY0559
 AY0559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0559
 AY0559.The horizontal coordinates were scaled from a topographic map and have
 AY0559.an estimated accuracy of +/- 6 seconds.
 AY0559
 AY0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0559.The vertical order pertains to the NGVD 29 superseded value.
 AY0559
 AY0559.The geoid height was determined by GEOID03.
 AY0559
 AY0559;                    North         East    Units  Estimated Accuracy
 AY0559;SPC TXSC     - 4,158,750.      694,510.      MT  (+/- 180 meters Scaled)
 AY0559
 AY0559                          SUPERSEDED SURVEY CONTROL
 AY0559
 AY0559  NGVD 29 (??/??/92)  124.39   (m)          408.1    (f) COMPUTED    2 0
 AY0559
 AY0559.Superseded values are not recommended for survey control.
 AY0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0559.See file dsdata.txt to determine how the superseded data were derived.
 AY0559
 AY0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT944374(NAD 83)
 AY0559_MARKER: DB = BENCH MARK DISK
 AY0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0559_STAMPING: Z 314 1935
 AY0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0559+STABILITY: SURFACE MOTION
 AY0559
 AY0559  HISTORY     - Date     Condition        Report By
 AY0559  HISTORY     - 1935     MONUMENTED       CGS
 AY0559  HISTORY     - 1943     GOOD             NGS
 AY0559
 AY0559                          STATION DESCRIPTION
 AY0559
 AY0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0559'2.0 MI SE FROM SOUTHERLAND SPRINGS.
 AY0559'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0559'STATION AT SOUTHERLAND SPRINGS, PROCEED 2.0 MILES SOUTHEASTERLY ALONG
 AY0559'THE TRACK TO MILE POST NO. 107 AND SITE OF BENCH MARK.  BENCH MARK IS
 AY0559'73.0 FEET SOUTH SOUTHEAST OF MILE POST NO. 107.  IT IS 49.0 FEET WEST
 AY0559'SOUTHWEST OF AND ABOUT 2.5 FEET BELOW THE CENTERLINE OF THE TRACK,
 AY0559'18.8 FEET NORTH NORTHWEST OF THE CENTERLINE OF A DIRT TRACK ROAD AND
 AY0559'2.1 FEET SOUTH SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AY0559'MONUMENT PROJECTS 0.3 FOOT.  A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1646 ***********************************************************************
 AX1646  DESIGNATION -  Z 315
 AX1646  PID         -  AX1646
 AX1646  STATE/COUNTY-  TX/DE WITT
 AX1646  USGS QUAD   -  WESTHOFF (1987)
 AX1646
 AX1646                         *CURRENT SURVEY CONTROL
 AX1646  ___________________________________________________________________
 AX1646* NAD 83(1986)-  29 09 23.     (N)    097 24 58.     (W)     SCALED    
 AX1646* NAVD 88     -        71.43   (+/-2cm)     234.3    (feet)  VERTCON   
 AX1646  ___________________________________________________________________
 AX1646  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AX1646
 AX1646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1646
 AX1646.The horizontal coordinates were scaled from a topographic map and have
 AX1646.an estimated accuracy of +/- 6 seconds.
 AX1646
 AX1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1646.The vertical order pertains to the NGVD 29 superseded value.
 AX1646
 AX1646.The geoid height was determined by GEOID03.
 AX1646
 AX1646;                    North         East    Units  Estimated Accuracy
 AX1646;SPC TXSC     - 4,147,670.      754,070.      MT  (+/- 180 meters Scaled)
 AX1646
 AX1646                          SUPERSEDED SURVEY CONTROL
 AX1646
 AX1646  NGVD 29 (??/??/92)   71.426  (m)          234.34   (f) ADJ UNCH    2 0
 AX1646
 AX1646.Superseded values are not recommended for survey control.
 AX1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1646.See file dsdata.txt to determine how the superseded data were derived.
 AX1646
 AX1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT540263(NAD 83)
 AX1646_MARKER: DB = BENCH MARK DISK
 AX1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1646_STAMPING: Z 315 1935
 AX1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1646+STABILITY: SURFACE MOTION
 AX1646
 AX1646  HISTORY     - Date     Condition        Report By
 AX1646  HISTORY     - 1935     MONUMENTED       CGS
 AX1646  HISTORY     - 1943     GOOD             NGS
 AX1646  HISTORY     - 1960     MARK NOT FOUND   USGS
 AX1646
 AX1646                          STATION DESCRIPTION
 AX1646
 AX1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1646'4.6 MI SE FROM WESTHOFF.
 AX1646'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1646'STATION AT WESTHOFF, PROCEED 4.6 MILES SOUTHEASTERLY ALONG THE TRACK
 AX1646'TO A GRAVEL GRADE CROSSING AND SITE OF BENCH MARK.  BENCH MARK IS 11
 AX1646'1/2 POLES NORTHWEST OF MILE POST NO.64.  IT IS 44.0 FEET SOUTHWEST OF
 AX1646'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE TRACK, 17.0 FEET
 AX1646'NORTH OF THE CENTERLINE OF A GRAVEL ROAD AT THE CENTER OF A SHARP
 AX1646'CURVE AND 1.9 FOOT NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1646'MONUMENT PROJECTS 0.1 FOOT.  A DISK SET IN A CONCRETE POST.
 AX1646
 AX1646                          STATION RECOVERY (1960)
 AX1646
 AX1646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AX1646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1876 ***********************************************************************
 AX1876  DESIGNATION -  Z 316
 AX1876  PID         -  AX1876
 AX1876  STATE/COUNTY-  TX/WILSON
 AX1876  USGS QUAD   -  STOCKDALE (1987)
 AX1876
 AX1876                         *CURRENT SURVEY CONTROL
 AX1876  ___________________________________________________________________
 AX1876* NAD 83(1986)-  29 07 43.     (N)    097 57 43.     (W)     SCALED    
 AX1876* NAVD 88     -       118.86   (+/-2cm)     390.0    (feet)  VERTCON   
 AX1876  ___________________________________________________________________
 AX1876  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AX1876
 AX1876  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1876
 AX1876.The horizontal coordinates were scaled from a topographic map and have
 AX1876.an estimated accuracy of +/- 6 seconds.
 AX1876
 AX1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1876.The vertical order pertains to the NGVD 29 superseded value.
 AX1876
 AX1876.The geoid height was determined by GEOID03.
 AX1876
 AX1876;                    North         East    Units  Estimated Accuracy
 AX1876;SPC TXSC     - 4,144,000.      701,010.      MT  (+/- 180 meters Scaled)
 AX1876
 AX1876                          SUPERSEDED SURVEY CONTROL
 AX1876
 AX1876  NGVD 29 (??/??/92)  118.808  (m)          389.79   (f) ADJ UNCH    2 0
 AX1876
 AX1876.Superseded values are not recommended for survey control.
 AX1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1876.See file dsdata.txt to determine how the superseded data were derived.
 AX1876
 AX1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT009226(NAD 83)
 AX1876_MARKER: DB = BENCH MARK DISK
 AX1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1876_STAMPING: Z 316 1935
 AX1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1876+STABILITY: SURFACE MOTION
 AX1876
 AX1876  HISTORY     - Date     Condition        Report By
 AX1876  HISTORY     - 1935     MONUMENTED       CGS
 AX1876  HISTORY     - 1943     GOOD             NGS
 AX1876  HISTORY     - 19960914 GOOD             USPSQD
 AX1876
 AX1876                          STATION DESCRIPTION
 AX1876
 AX1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1876'1.9 MI N FROM KOSCIUSKO.
 AX1876'TO REACH FROM THE SCHOOL HOUSE AT KOSCIUSKO-- PROCEED 1.9 MILES
 AX1876'NORTHERLY ALONG A DIRT ROAD TO A CROSS ROAD INTERSECTION AND TO SITE
 AX1876'OF BENCH MARK.  BENCH MARK IS ABOUT 105.0 FEET SOUTH OF THE CENTERLINE
 AX1876'OF AN EAST-AND-WEST ROAD, AND 43.5 FEET WEST OF AND ABOUT 1.5 FEET
 AX1876'ABOVE THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD.  IT IS 20.0 FEET
 AX1876'WEST OF A FENCE CORNER, 1.8 FEET NORTH OF A FENCE AT THE NORTH SIDE OF
 AX1876'AN ABANDONED CEMETERY, AND 2.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AX1876'POST.  MONUMENT PROJECTS 0.3 FOOT.  A DISK SET IN A CONCRETE POST.
 AX1876
 AX1876                          STATION RECOVERY (1996)
 AX1876
 AX1876'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1691 ***********************************************************************
 BL1691  DESIGNATION -  Z 318
 BL1691  PID         -  BL1691
 BL1691  STATE/COUNTY-  TX/MADISON
 BL1691  USGS QUAD   -  CONNOR (1962)
 BL1691
 BL1691                         *CURRENT SURVEY CONTROL
 BL1691  ___________________________________________________________________
 BL1691* NAD 83(1986)-  30 59 30.     (N)    095 48 45.     (W)     SCALED    
 BL1691* NAVD 88     -        81.20   (+/-2cm)     266.4    (feet)  VERTCON   
 BL1691  ___________________________________________________________________
 BL1691  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BL1691
 BL1691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1691
 BL1691.The horizontal coordinates were scaled from a topographic map and have
 BL1691.an estimated accuracy of +/- 6 seconds.
 BL1691
 BL1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1691.The vertical order pertains to the NGVD 29 superseded value.
 BL1691
 BL1691.The geoid height was determined by GEOID03.
 BL1691
 BL1691;                    North         East    Units  Estimated Accuracy
 BL1691;SPC TX C     - 3,155,660.    1,131,630.      MT  (+/- 180 meters Scaled)
 BL1691
 BL1691                          SUPERSEDED SURVEY CONTROL
 BL1691
 BL1691  NGVD 29 (??/??/92)   81.194  (m)          266.38   (f) ADJ UNCH    2 0
 BL1691
 BL1691.Superseded values are not recommended for survey control.
 BL1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1691.See file dsdata.txt to determine how the superseded data were derived.
 BL1691
 BL1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ314320(NAD 83)
 BL1691_MARKER: DB = BENCH MARK DISK
 BL1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1691_STAMPING: Z 318 1935
 BL1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1691+STABILITY: SURFACE MOTION
 BL1691
 BL1691  HISTORY     - Date     Condition        Report By
 BL1691  HISTORY     - 1935     MONUMENTED       CGS
 BL1691  HISTORY     - 1947     GOOD             NGS
 BL1691
 BL1691                          STATION DESCRIPTION
 BL1691
 BL1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1691'4.45 MI SW FROM MIDWAY.
 BL1691'4.45 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 21 FROM THE POST OFFICE
 BL1691'AT MIDWAY, AT THE TOP OF A HILL AND DIRECTLY ACROSS THE HIGHWAY FROM
 BL1691'AN OLD FARM HOUSE, 74 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BL1691'HIGHWAY, 69 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 BL1691'LEADING SOUTHEAST INTO A PASTURE, 62 FEET SOUTHWEST OF A 24 INCH OAK
 BL1691'TREE WHICH IS BEING USED FOR A GATE POST, 2 FEET NORTHEAST OF A
 BL1691'REFERENCE POST,SET IN A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BL1691'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0524 ***********************************************************************
 BZ0524  DESIGNATION -  Z 319
 BZ0524  PID         -  BZ0524
 BZ0524  STATE/COUNTY-  TX/FALLS
 BZ0524  USGS QUAD   -  MARLIN (1978)
 BZ0524
 BZ0524                         *CURRENT SURVEY CONTROL
 BZ0524  ___________________________________________________________________
 BZ0524* NAD 83(1986)-  31 21 56.     (N)    096 54 01.     (W)     SCALED    
 BZ0524* NAVD 88     -       150.45   (+/-2cm)     493.6    (feet)  VERTCON   
 BZ0524  ___________________________________________________________________
 BZ0524  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BZ0524
 BZ0524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0524
 BZ0524.The horizontal coordinates were scaled from a topographic map and have
 BZ0524.an estimated accuracy of +/- 6 seconds.
 BZ0524
 BZ0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0524.The vertical order pertains to the NGVD 29 superseded value.
 BZ0524
 BZ0524.The geoid height was determined by GEOID03.
 BZ0524
 BZ0524;                    North         East    Units  Estimated Accuracy
 BZ0524;SPC TX C     - 3,193,370.    1,026,530.      MT  (+/- 180 meters Scaled)
 BZ0524
 BZ0524                          SUPERSEDED SURVEY CONTROL
 BZ0524
 BZ0524  NGVD 29 (??/??/92)  150.403  (m)          493.45   (f) ADJ UNCH    2 0
 BZ0524
 BZ0524.Superseded values are not recommended for survey control.
 BZ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0524.See file dsdata.txt to determine how the superseded data were derived.
 BZ0524
 BZ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV997720(NAD 83)
 BZ0524_MARKER: DB = BENCH MARK DISK
 BZ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0524_STAMPING: Z 319 1935
 BZ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0524+STABILITY: SURFACE MOTION
 BZ0524
 BZ0524  HISTORY     - Date     Condition        Report By
 BZ0524  HISTORY     - 1935     MONUMENTED       CGS
 BZ0524  HISTORY     - 20010317 GOOD             USPSQD
 BZ0524  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0524
 BZ0524                          STATION DESCRIPTION
 BZ0524
 BZ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0524'3.7 MI S FROM PERRY.
 BZ0524'3.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0524'STATION AT PERRY, FALLS COUNTY, AT MILEPOST 22, AT A PRIVATE-ROAD
 BZ0524'CROSSING, 40 FEET NORTH OF THE CENTERLINE OF THE PRIVATE ROAD LEADING
 BZ0524'TO A FARMHOUSE, 40 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 7
 BZ0524'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 319
 BZ0524'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BZ0524
 BZ0524                          STATION RECOVERY (2001)
 BZ0524
 BZ0524'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0524'RECOVERED IN GOOD CONDITION.
 BZ0524
 BZ0524                          STATION RECOVERY (2003)
 BZ0524
 BZ0524'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 BZ0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0541 ***********************************************************************
 BZ0541  DESIGNATION -  Z 320
 BZ0541  PID         -  BZ0541
 BZ0541  STATE/COUNTY-  TX/LIMESTONE
 BZ0541  USGS QUAD   -  THORNTON (1966)
 BZ0541
 BZ0541                         *CURRENT SURVEY CONTROL
 BZ0541  ___________________________________________________________________
 BZ0541* NAD 83(1986)-  31 29 50.     (N)    096 33 06.     (W)     SCALED    
 BZ0541* NAVD 88     -       139.81   (+/-2cm)     458.7    (feet)  VERTCON   
 BZ0541  ___________________________________________________________________
 BZ0541  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ0541
 BZ0541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0541
 BZ0541.The horizontal coordinates were scaled from a topographic map and have
 BZ0541.an estimated accuracy of +/- 6 seconds.
 BZ0541
 BZ0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0541.The vertical order pertains to the NGVD 29 superseded value.
 BZ0541
 BZ0541.The geoid height was determined by GEOID03.
 BZ0541
 BZ0541;                    North         East    Units  Estimated Accuracy
 BZ0541;SPC TX C     - 3,209,040.    1,059,180.      MT  (+/- 180 meters Scaled)
 BZ0541
 BZ0541                          SUPERSEDED SURVEY CONTROL
 BZ0541
 BZ0541  NGVD 29 (??/??/92)  139.771  (m)          458.57   (f) ADJ UNCH    2 0
 BZ0541
 BZ0541.Superseded values are not recommended for survey control.
 BZ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0541.See file dsdata.txt to determine how the superseded data were derived.
 BZ0541
 BZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV325873(NAD 83)
 BZ0541_MARKER: DB = BENCH MARK DISK
 BZ0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0541_SP_SET: BASE
 BZ0541_STAMPING: Z 320 1935
 BZ0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0541
 BZ0541  HISTORY     - Date     Condition        Report By
 BZ0541  HISTORY     - 1935     MONUMENTED       CGS
 BZ0541
 BZ0541                          STATION DESCRIPTION
 BZ0541
 BZ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0541'2.0 MI S FROM GROESBECK.
 BZ0541'2.0 MI S OF AND ALONG THE SOUTHERN PACIFIC RR IN S END OF E HEADWALL
 BZ0541'OF CONCRETE CULVERT 167A.  DISK IS SET HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0782 ***********************************************************************
 BZ0782  DESIGNATION -  Z 321
 BZ0782  PID         -  BZ0782
 BZ0782  STATE/COUNTY-  TX/MCLENNAN
 BZ0782  USGS QUAD   -  LORENA (1993)
 BZ0782
 BZ0782                         *CURRENT SURVEY CONTROL
 BZ0782  ___________________________________________________________________
 BZ0782* NAD 83(1986)-  31 27 39.     (N)    097 11 53.     (W)     SCALED    
 BZ0782* NAVD 88     -       199.778  (meters)     655.44   (feet)  ADJUSTED  
 BZ0782  ___________________________________________________________________
 BZ0782  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ0782  DYNAMIC HT  -         199.522 (meters)     654.60  (feet)  COMP
 BZ0782  MODELED GRAV-     979,355.2   (mgal)                       NAVD 88
 BZ0782
 BZ0782  VERT ORDER  -  FIRST     CLASS II
 BZ0782
 BZ0782.The horizontal coordinates were scaled from a topographic map and have
 BZ0782.an estimated accuracy of +/- 6 seconds.
 BZ0782
 BZ0782.The orthometric height was determined by differential leveling
 BZ0782.and adjusted by the National Geodetic Survey in June 1991..
 BZ0782
 BZ0782.The geoid height was determined by GEOID03.
 BZ0782
 BZ0782.The dynamic height is computed by dividing the NAVD 88
 BZ0782.geopotential number by the normal gravity value computed on the
 BZ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0782.degrees latitude (g = 980.6199 gals.).
 BZ0782
 BZ0782.The modeled gravity was interpolated from observed gravity values.
 BZ0782
 BZ0782;                    North         East    Units  Estimated Accuracy
 BZ0782;SPC TX C     - 3,203,090.      997,920.      MT  (+/- 180 meters Scaled)
 BZ0782
 BZ0782                          SUPERSEDED SURVEY CONTROL
 BZ0782
 BZ0782  NGVD 29 (??/??/92)  199.703  (m)          655.19   (f) ADJ UNCH    1 2
 BZ0782
 BZ0782.Superseded values are not recommended for survey control.
 BZ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0782.See file dsdata.txt to determine how the superseded data were derived.
 BZ0782
 BZ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV712820(NAD 83)
 BZ0782_MARKER: DB = BENCH MARK DISK
 BZ0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0782_STAMPING: Z 321 1935
 BZ0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0782+STABILITY: SURFACE MOTION
 BZ0782
 BZ0782  HISTORY     - Date     Condition        Report By
 BZ0782  HISTORY     - 1935     MONUMENTED       CGS
 BZ0782  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0782  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0782  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0782  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0782
 BZ0782                          STATION DESCRIPTION
 BZ0782
 BZ0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0782'IN HEWITT.
 BZ0782'AT HEWITT AND ALONG THE M.K.T.R.R.  AT THE R.R. STATION.  81 FEET
 BZ0782'SOUTH OF THE SOUTH END OF THE STATION.  52 FEET WEST OF THE CENTER OF
 BZ0782'THE MAIN TRACK.
 BZ0782
 BZ0782                          STATION RECOVERY (1980)
 BZ0782
 BZ0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0782'MARK NOT FOUND.
 BZ0782
 BZ0782                          STATION RECOVERY (1995)
 BZ0782
 BZ0782'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0782'MARK NOT FOUND.
 BZ0782
 BZ0782                          STATION RECOVERY (2001)
 BZ0782
 BZ0782'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0782'MARK NOT FOUND.
 BZ0782
 BZ0782                          STATION RECOVERY (2003)
 BZ0782
 BZ0782'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0144 ***********************************************************************
 AO0144  DESIGNATION -  Z 323
 AO0144  PID         -  AO0144
 AO0144  STATE/COUNTY-  TX/MCMULLEN
 AO0144  USGS QUAD   -  ZELLA (1968)
 AO0144
 AO0144                         *CURRENT SURVEY CONTROL
 AO0144  ___________________________________________________________________
 AO0144* NAD 83(1986)-  28 36 15.     (N)    098 47 07.     (W)     SCALED    
 AO0144* NAVD 88     -       126.906  (meters)     416.36   (feet)  ADJUSTED  
 AO0144  ___________________________________________________________________
 AO0144  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AO0144  DYNAMIC HT  -         126.718 (meters)     415.74  (feet)  COMP
 AO0144  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 AO0144
 AO0144  VERT ORDER  -  SECOND    CLASS 0
 AO0144
 AO0144.The horizontal coordinates were scaled from a topographic map and have
 AO0144.an estimated accuracy of +/- 6 seconds.
 AO0144
 AO0144.The orthometric height was determined by differential leveling
 AO0144.and adjusted by the National Geodetic Survey in June 1991..
 AO0144
 AO0144.The geoid height was determined by GEOID03.
 AO0144
 AO0144.The dynamic height is computed by dividing the NAVD 88
 AO0144.geopotential number by the normal gravity value computed on the
 AO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0144.degrees latitude (g = 980.6199 gals.).
 AO0144
 AO0144.The modeled gravity was interpolated from observed gravity values.
 AO0144
 AO0144;                    North         East    Units  Estimated Accuracy
 AO0144;SPC TXSC     - 4,085,450.      621,000.      MT  (+/- 180 meters Scaled)
 AO0144
 AO0144                          SUPERSEDED SURVEY CONTROL
 AO0144
 AO0144  NGVD 29 (??/??/92)  126.849  (m)          416.17   (f) ADJ UNCH    2 0
 AO0144
 AO0144.Superseded values are not recommended for survey control.
 AO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0144.See file dsdata.txt to determine how the superseded data were derived.
 AO0144
 AO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS209641(NAD 83)
 AO0144_MARKER: DB = BENCH MARK DISK
 AO0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0144_STAMPING: W 323 1935
 AO0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0144+STABILITY: SURFACE MOTION
 AO0144
 AO0144  HISTORY     - Date     Condition        Report By
 AO0144  HISTORY     - 1935     MONUMENTED       CGS
 AO0144  HISTORY     - 1968     GOOD             USGS
 AO0144
 AO0144                          STATION DESCRIPTION
 AO0144
 AO0144'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0144'9.8 MI N FROM FOWLERTON.
 AO0144'ONE BLOCK SOUTH OF THE POST OFFICE AT FOWLERTON TO STATE HIGHWAY 97,
 AO0144'THENCE 9.8 MILES NORTH ALONG STATE HIGHWAY 97, 7.8 MILES SOUTH OF
 AO0144'HINDES, 1720 FEET NORTH OF A FENCE TO THE EAST, 149 FEET WEST OF
 AO0144'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Z323 1935 AND
 AO0144'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0908 ***********************************************************************
 AY0908  DESIGNATION -  Z 324
 AY0908  PID         -  AY0908
 AY0908  STATE/COUNTY-  TX/ATASCOSA
 AY0908  USGS QUAD   -  THELMA (1973)
 AY0908
 AY0908                         *CURRENT SURVEY CONTROL
 AY0908  ___________________________________________________________________
 AY0908* NAD 83(1986)-  29 09 51.     (N)    098 35 20.     (W)     SCALED    
 AY0908* NAVD 88     -       204.695  (meters)     671.57   (feet)  ADJUSTED  
 AY0908  ___________________________________________________________________
 AY0908  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY0908  DYNAMIC HT  -         204.398 (meters)     670.60  (feet)  COMP
 AY0908  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AY0908
 AY0908  VERT ORDER  -  SECOND    CLASS 0
 AY0908
 AY0908.The horizontal coordinates were scaled from a topographic map and have
 AY0908.an estimated accuracy of +/- 6 seconds.
 AY0908
 AY0908.The orthometric height was determined by differential leveling
 AY0908.and adjusted by the National Geodetic Survey in June 1991..
 AY0908
 AY0908.The geoid height was determined by GEOID03.
 AY0908
 AY0908.The dynamic height is computed by dividing the NAVD 88
 AY0908.geopotential number by the normal gravity value computed on the
 AY0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0908.degrees latitude (g = 980.6199 gals.).
 AY0908
 AY0908.The modeled gravity was interpolated from observed gravity values.
 AY0908
 AY0908;                    North         East    Units  Estimated Accuracy
 AY0908;SPC TXSC     - 4,147,560.      639,990.      MT  (+/- 180 meters Scaled)
 AY0908
 AY0908                          SUPERSEDED SURVEY CONTROL
 AY0908
 AY0908  NGVD 29 (??/??/92)  204.602  (m)          671.27   (f) ADJ UNCH    2 0
 AY0908
 AY0908.Superseded values are not recommended for survey control.
 AY0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0908.See file dsdata.txt to determine how the superseded data were derived.
 AY0908
 AY0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT399262(NAD 83)
 AY0908_MARKER: DB = BENCH MARK DISK
 AY0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0908_STAMPING: Z 324 1935
 AY0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0908+STABILITY: SURFACE MOTION
 AY0908
 AY0908  HISTORY     - Date     Condition        Report By
 AY0908  HISTORY     - 1935     MONUMENTED       CGS
 AY0908  HISTORY     - 1953     GOOD             NGS
 AY0908
 AY0908                          STATION DESCRIPTION
 AY0908
 AY0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0908'6.2 MI S FROM SOMERSET.
 AY0908'6.2 MILES SOUTH ALONG THE SAN ANTONIO SOUTHERN RAILROAD FROM THE
 AY0908'STATION AT SOMERSET, 0.4 MILE NORTH OF MILEPOST 11, 6 1/2 RAILS
 AY0908'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 346, 35.3 FEET SOUTHWEST
 AY0908'OF THE SOUTHWEST RAIL, 14 FEET NORTHEAST OF A 16 INCH HICKORY TREE, 12
 AY0908'FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN
 AY0908'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0234 ***********************************************************************
 BM0234  DESIGNATION -  Z 325
 BM0234  PID         -  BM0234
 BM0234  STATE/COUNTY-  TX/FAYETTE
 BM0234  USGS QUAD   -  CARMINE (1988)
 BM0234
 BM0234                         *CURRENT SURVEY CONTROL
 BM0234  ___________________________________________________________________
 BM0234* NAD 83(1986)-  30 08 53.     (N)    096 41 46.     (W)     SCALED    
 BM0234* NAVD 88     -       129.41   (+/-2cm)     424.6    (feet)  VERTCON   
 BM0234  ___________________________________________________________________
 BM0234  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BM0234
 BM0234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0234
 BM0234.The horizontal coordinates were scaled from a topographic map and have
 BM0234.an estimated accuracy of +/- 6 seconds.
 BM0234
 BM0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0234.The vertical order pertains to the NGVD 29 superseded value.
 BM0234
 BM0234.The geoid height was determined by GEOID03.
 BM0234
 BM0234;                    North         East    Units  Estimated Accuracy
 BM0234;SPC TXSC     - 4,258,730.      821,940.      MT  (+/- 180 meters Scaled)
 BM0234
 BM0234                          SUPERSEDED SURVEY CONTROL
 BM0234
 BM0234  NGVD 29 (??/??/92)  129.357  (m)          424.40   (f) ADJ UNCH    2 0
 BM0234
 BM0234.Superseded values are not recommended for survey control.
 BM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0234.See file dsdata.txt to determine how the superseded data were derived.
 BM0234
 BM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU219374(NAD 83)
 BM0234_MARKER: DB = BENCH MARK DISK
 BM0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0234_SP_SET: FOUNDATION
 BM0234_STAMPING: Z 325 1935
 BM0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0234
 BM0234  HISTORY     - Date     Condition        Report By
 BM0234  HISTORY     - 1935     MONUMENTED       CGS
 BM0234  HISTORY     - 1957     POOR             NGS
 BM0234
 BM0234                          STATION DESCRIPTION
 BM0234
 BM0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BM0234'0.8 MI W FROM CARMINE.
 BM0234'0.8 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0234'CARMINE, FAYETTE COUNTY, 180 YARDS EAST OF MILEPOST 41, 33 YARDS NORTH
 BM0234'OF THE CENTERLINE OF STATE HIGHWAY 20, AT BRIDGE 40 E, AND IN THE TOP
 BM0234'OF THE EAST END OF THE SOUTH CONCRETE FOUNDATION.  A STANDARD DISK,
 BM0234'STAMPED Z 325 1935.  NOTE-- THE CONCRETE HEADWALL WHICH THIS BENCH
 BM0234'MARK IS SET IN IS BADLY CRACKED AND APPEARS TO HAVE SETTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0843 ***********************************************************************
 BZ0843  DESIGNATION -  Z 326
 BZ0843  PID         -  BZ0843
 BZ0843  STATE/COUNTY-  TX/FALLS
 BZ0843  USGS QUAD   -  LOTT (1993)
 BZ0843
 BZ0843                         *CURRENT SURVEY CONTROL
 BZ0843  ___________________________________________________________________
 BZ0843* NAD 83(1986)-  31 12 12.     (N)    097 02 13.     (W)     SCALED    
 BZ0843* NAVD 88     -       160.41   (+/-2cm)     526.3    (feet)  VERTCON   
 BZ0843  ___________________________________________________________________
 BZ0843  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BZ0843
 BZ0843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0843
 BZ0843.The horizontal coordinates were scaled from a topographic map and have
 BZ0843.an estimated accuracy of +/- 6 seconds.
 BZ0843
 BZ0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0843.The vertical order pertains to the NGVD 29 superseded value.
 BZ0843
 BZ0843.The geoid height was determined by GEOID03.
 BZ0843
 BZ0843;                    North         East    Units  Estimated Accuracy
 BZ0843;SPC TX C     - 3,175,000.    1,014,070.      MT  (+/- 180 meters Scaled)
 BZ0843
 BZ0843                          SUPERSEDED SURVEY CONTROL
 BZ0843
 BZ0843  NGVD 29 (??/??/92)  160.348  (m)          526.08   (f) ADJ UNCH    2 0
 BZ0843
 BZ0843.Superseded values are not recommended for survey control.
 BZ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0843.See file dsdata.txt to determine how the superseded data were derived.
 BZ0843
 BZ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV870537(NAD 83)
 BZ0843_MARKER: DB = BENCH MARK DISK
 BZ0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0843_STAMPING: A 326 1935
 BZ0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0843+STABILITY: SURFACE MOTION
 BZ0843
 BZ0843  HISTORY     - Date     Condition        Report By
 BZ0843  HISTORY     - 1935     MONUMENTED       CGS
 BZ0843  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0843  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ0843
 BZ0843                          STATION DESCRIPTION
 BZ0843
 BZ0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0843'IN LOTT.
 BZ0843'AT LOTT, FALLS COUNTY, ON THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BZ0843'TEXAS AND NEW ORLEANS RR) 58 FEET NORTHEAST OF THE STATION, 170 YARDS
 BZ0843'SOUTH OF MILEPOST 143, AT A ROAD CROSSING, 36 YARDS WEST OF THE
 BZ0843'CENTERLINE OF U.S. HIGHWAY 77, AND 80 FEET EAST OF THE CENTERLINE OF
 BZ0843'THE MAIN TRACK.  A STANDARD DISK, STAMPED A 326 1935 AND SET IN THE
 BZ0843'TOP OF A CONCRETE POST.  NOTE-- HIGHWAY HAS BEEN WIDENED.
 BZ0843
 BZ0843                          STATION RECOVERY (1963)
 BZ0843
 BZ0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0843'MARK NOT FOUND.
 BZ0843
 BZ0843                          STATION RECOVERY (2001)
 BZ0843
 BZ0843'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0375 ***********************************************************************
 BM0375  DESIGNATION -  Z 327
 BM0375  PID         -  BM0375
 BM0375  STATE/COUNTY-  TX/BELL
 BM0375  USGS QUAD   -  LITTLE RIVER (1978)
 BM0375
 BM0375                         *CURRENT SURVEY CONTROL
 BM0375  ___________________________________________________________________
 BM0375* NAD 83(1986)-  30 57 42.     (N)    097 15 39.     (W)     SCALED    
 BM0375* NAVD 88     -       170.20   (+/-2cm)     558.4    (feet)  VERTCON   
 BM0375  ___________________________________________________________________
 BM0375  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BM0375
 BM0375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0375
 BM0375.The horizontal coordinates were scaled from a topographic map and have
 BM0375.an estimated accuracy of +/- 6 seconds.
 BM0375
 BM0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0375.The vertical order pertains to the NGVD 29 superseded value.
 BM0375
 BM0375.The geoid height was determined by GEOID03.
 BM0375
 BM0375;                    North         East    Units  Estimated Accuracy
 BM0375;SPC TX C     - 3,147,610.      993,480.      MT  (+/- 180 meters Scaled)
 BM0375
 BM0375                          SUPERSEDED SURVEY CONTROL
 BM0375
 BM0375  NGVD 29 (??/??/92)  170.130  (m)          558.17   (f) ADJ UNCH    2 0
 BM0375
 BM0375.Superseded values are not recommended for survey control.
 BM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0375.See file dsdata.txt to determine how the superseded data were derived.
 BM0375
 BM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV661266(NAD 83)
 BM0375_MARKER: DB = BENCH MARK DISK
 BM0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0375_SP_SET: CONCRETE BASE
 BM0375_STAMPING: Z 327 1935
 BM0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0375
 BM0375  HISTORY     - Date     Condition        Report By
 BM0375  HISTORY     - 1935     MONUMENTED       CGS
 BM0375  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 BM0375  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0375
 BM0375                          STATION DESCRIPTION
 BM0375
 BM0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0375'3.3 MI NW FROM ROGERS.
 BM0375'3.3 MILES NW OF AND ALONG THE SANTE FE R R 0.3 MILE E OF MILEPOST 208.
 BM0375'OPPOSITE A DIRT ROAD.  DISK IS SET HORIZONTALLY IN E END OF S
 BM0375'FOUNDATION OF CULVERT NO. 207 A.
 BM0375
 BM0375                          STATION RECOVERY (1991)
 BM0375
 BM0375'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0375'MARK NOT FOUND.
 BM0375
 BM0375                          STATION RECOVERY (2001)
 BM0375
 BM0375'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0659 ***********************************************************************
 BM0659  DESIGNATION -  Z 328
 BM0659  PID         -  BM0659
 BM0659  STATE/COUNTY-  TX/TRAVIS
 BM0659  USGS QUAD   -  BUDA (1994)
 BM0659
 BM0659                         *CURRENT SURVEY CONTROL
 BM0659  ___________________________________________________________________
 BM0659* NAD 83(1986)-  30 07 00.     (N)    097 49 56.     (W)     SCALED    
 BM0659* NAVD 88     -       200.48   (+/-2cm)     657.7    (feet)  VERTCON   
 BM0659  ___________________________________________________________________
 BM0659  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BM0659
 BM0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0659
 BM0659.The horizontal coordinates were scaled from a topographic map and have
 BM0659.an estimated accuracy of +/- 6 seconds.
 BM0659
 BM0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0659.The vertical order pertains to the NGVD 29 superseded value.
 BM0659
 BM0659.The geoid height was determined by GEOID03.
 BM0659
 BM0659;                    North         East    Units  Estimated Accuracy
 BM0659;SPC TX C     - 3,052,600.      941,020.      MT  (+/- 180 meters Scaled)
 BM0659
 BM0659                          SUPERSEDED SURVEY CONTROL
 BM0659
 BM0659  NGVD 29 (??/??/92)  200.385  (m)          657.43   (f) ADJ UNCH    2 0
 BM0659
 BM0659.Superseded values are not recommended for survey control.
 BM0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0659.See file dsdata.txt to determine how the superseded data were derived.
 BM0659
 BM0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU125322(NAD 83)
 BM0659_MARKER: DB = BENCH MARK DISK
 BM0659_SETTING: 80 = SET IN A BOULDER
 BM0659_SP_SET: BOULDER
 BM0659_STAMPING: Z 328 1935
 BM0659_MARK LOGO: CGS   
 BM0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0659+STABILITY: SURFACE MOTION
 BM0659
 BM0659  HISTORY     - Date     Condition        Report By
 BM0659  HISTORY     - 1935     MONUMENTED       CGS
 BM0659  HISTORY     - 1953     GOOD             NGS
 BM0659  HISTORY     - 1968     MARK NOT FOUND   USGS
 BM0659  HISTORY     - 1980     POOR             NGS
 BM0659
 BM0659                          STATION DESCRIPTION
 BM0659
 BM0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0659'1.7 MI S FROM MANCHACA.
 BM0659'1.7 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0659'FROM THE STATION SIGN AT MANCHACA, 1 POLE SOUTH OF MILEPOST 191-20, 29
 BM0659'FEET EAST OF THE EAST RAIL, 0.3 MILE SOUTH OF A GRAVELED ROAD
 BM0659'CROSSING, 25 FEET NORTH OF THE NORTH BANK OF ONION CREEK, 7 FEET BELOW
 BM0659'THE TOP OF THE RAILS, SET IN THE TOP OF A LARGE FLAT LIMESTONE
 BM0659'BOULDER.
 BM0659
 BM0659                          STATION RECOVERY (1968)
 BM0659
 BM0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BM0659'MARK NOT FOUND.
 BM0659
 BM0659                          STATION RECOVERY (1980)
 BM0659
 BM0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0659'2.7 KM (1.7 MI) SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BM0659'CROSSING OF FARM ROAD 1626 IN MANCHACA, 0.5 KM (0.3 MI) SOUTH OF A
 BM0659'GRAVEL ROAD CROSSING, IN TOP OF A LARGE FLAT LIMESTONE BOULDER,
 BM0659'8.8 METERS (29.0 FT) EAST OF THE EAST RAIL, 7.6 METERS (25.0 FT) NORTH
 BM0659'OF THE NORTH BANK OF ONION CREEK.  NOTE-NOT LEVELED TO THIS SURVEY,
 BM0659'RECOVERED IN POOR CONDITION.
 BM0659'THE MARK IS 2.1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2333 ***********************************************************************
 AX2333  DESIGNATION -  Z 329
 AX2333  PID         -  AX2333
 AX2333  STATE/COUNTY-  TX/GUADALUPE
 AX2333  USGS QUAD   -  LULING (1994)
 AX2333
 AX2333                         *CURRENT SURVEY CONTROL
 AX2333  ___________________________________________________________________
 AX2333* NAD 83(1986)-  29 39 24.     (N)    097 44 21.     (W)     SCALED    
 AX2333* NAVD 88     -       137.81   (+/-2cm)     452.1    (feet)  VERTCON   
 AX2333  ___________________________________________________________________
 AX2333  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AX2333
 AX2333  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2333
 AX2333.The horizontal coordinates were scaled from a topographic map and have
 AX2333.an estimated accuracy of +/- 6 seconds.
 AX2333
 AX2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2333.The vertical order pertains to the NGVD 29 superseded value.
 AX2333
 AX2333.The geoid height was determined by GEOID03.
 AX2333
 AX2333;                    North         East    Units  Estimated Accuracy
 AX2333;SPC TXSC     - 4,202,730.      722,050.      MT  (+/- 180 meters Scaled)
 AX2333
 AX2333                          SUPERSEDED SURVEY CONTROL
 AX2333
 AX2333  NGVD 29 (??/??/92)  137.750  (m)          451.93   (f) ADJ UNCH    2 0
 AX2333
 AX2333.Superseded values are not recommended for survey control.
 AX2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2333.See file dsdata.txt to determine how the superseded data were derived.
 AX2333
 AX2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT220814(NAD 83)
 AX2333_MARKER: DB = BENCH MARK DISK
 AX2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2333_STAMPING: Z 329 1935
 AX2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2333+STABILITY: SURFACE MOTION
 AX2333
 AX2333  HISTORY     - Date     Condition        Report By
 AX2333  HISTORY     - 1935     MONUMENTED       CGS
 AX2333  HISTORY     - 1959     GOOD             DOD
 AX2333  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2333  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2333
 AX2333                          STATION DESCRIPTION
 AX2333
 AX2333'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2333'5.6 MI E FROM KINGSBURY.
 AX2333'73 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE TRACK AND 0.9 FOOT
 AX2333'LOWER, 52 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 AX2333'2.7 FEET LOWER, 67 FEET WEST-NORTHWEST OF THE SOUTH EDGE OF THE SECOND
 AX2333'TREE EAST OF THE MARK, AND 12 FEET EAST-NORTHEAST OF THE EAST EDGE OF
 AX2333'A LONE TREE.  THE MARK PROJECTS 0.4 FOOT ABOVE GROUND. NOTE-- 1935
 AX2333'DESCRIPTION-- 5.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AX2333'FROM THE STATION AT KINGSBURY, GUADALUPE COUNTY, 44 FEET SOUTHEAST OF
 AX2333'MILEPOST 159, 72 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 53 FEET
 AX2333'NORTH OF THE CENTERLINE OF U. S. HIGHWAY 90, AND AT THE RAILWAY FENCE.
 AX2333
 AX2333                          STATION RECOVERY (1999)
 AX2333
 AX2333'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2333'MARK NOT FOUND.
 AX2333
 AX2333                          STATION RECOVERY (2005)
 AX2333
 AX2333'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1213 ***********************************************************************
 AY1213  DESIGNATION -  Z 33
 AY1213  PID         -  AY1213
 AY1213  STATE/COUNTY-  TX/UVALDE
 AY1213  USGS QUAD   -  SABINAL (1970)
 AY1213
 AY1213                         *CURRENT SURVEY CONTROL
 AY1213  ___________________________________________________________________
 AY1213* NAD 83(1986)-  29 19 09.     (N)    099 28 09.     (W)     SCALED    
 AY1213* NAVD 88     -       292.486  (meters)     959.60   (feet)  POSTED    
 AY1213  ___________________________________________________________________
 AY1213  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AY1213  DYNAMIC HT  -         292.060 (meters)     958.20  (feet)  COMP
 AY1213  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AY1213
 AY1213  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1213
 AY1213.The horizontal coordinates were scaled from a topographic map and have
 AY1213.an estimated accuracy of +/- 6 seconds.
 AY1213
 AY1213.The orthometric height was determined by differential leveling
 AY1213.and adjusted by the National Geodetic Survey in 1992..
 AY1213.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1213.rate of 1.1 thru 2.0 mm/km.
 AY1213
 AY1213.The geoid height was determined by GEOID03.
 AY1213
 AY1213.The dynamic height is computed by dividing the NAVD 88
 AY1213.geopotential number by the normal gravity value computed on the
 AY1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1213.degrees latitude (g = 980.6199 gals.).
 AY1213
 AY1213.The modeled gravity was interpolated from observed gravity values.
 AY1213
 AY1213;                    North         East    Units  Estimated Accuracy
 AY1213;SPC TXSC     - 4,164,760.      554,430.      MT  (+/- 180 meters Scaled)
 AY1213
 AY1213                          SUPERSEDED SURVEY CONTROL
 AY1213
 AY1213  NGVD 29 (??/??/92)  292.38   (m)          959.2    (f) COMPUTED    1 2
 AY1213
 AY1213.Superseded values are not recommended for survey control.
 AY1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1213.See file dsdata.txt to determine how the superseded data were derived.
 AY1213
 AY1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT544434(NAD 83)
 AY1213_MARKER: Q = CHISELED SQUARE
 AY1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1213_SP_SET: FOOTING
 AY1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1213
 AY1213  HISTORY     - Date     Condition        Report By
 AY1213  HISTORY     - UNK      MONUMENTED       CGS
 AY1213  HISTORY     - 1957     MARK NOT FOUND   NGS
 AY1213  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1213  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1213
 AY1213                          STATION DESCRIPTION
 AY1213
 AY1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1213'IN SABINAL.
 AY1213'AT SABINAL, UVALDE COUNTY, ON THE SOUTHERN PACIFIC RAILROAD, ABOUT 25
 AY1213'FEET NORTH OF THE TRACK, ON THE SOUTHEAST FOUNDATION PEDESTAL OF THE
 AY1213'WATER TANK.  AN OUTLINED SQUARE CHISELED IN THE FOOTING.  NOTE-- THE
 AY1213'WATER TOWER HAS BEEN REMOVED.  PARTS OF THE FOUNDATIONS WERE FOUND BUT
 AY1213'THERE WAS NO SQUARE ON THEM.
 AY1213
 AY1213                          STATION RECOVERY (1988)
 AY1213
 AY1213'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1213'MARK NOT FOUND.
 AY1213
 AY1213                          STATION RECOVERY (2001)
 AY1213
 AY1213'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0746 ***********************************************************************
 AN0746  DESIGNATION -  Z 331
 AN0746  PID         -  AN0746
 AN0746  STATE/COUNTY-  TX/VICTORIA
 AN0746  USGS QUAD   -  VICTORIA EAST (1995)
 AN0746
 AN0746                         *CURRENT SURVEY CONTROL
 AN0746  ___________________________________________________________________
 AN0746* NAD 83(1986)-  28 49 37.     (N)    096 56 06.     (W)     SCALED    
 AN0746* NAVD 88     -        29.79   (+/-2cm)      97.7    (feet)  VERTCON   
 AN0746  ___________________________________________________________________
 AN0746  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0746
 AN0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0746
 AN0746.The horizontal coordinates were scaled from a topographic map and have
 AN0746.an estimated accuracy of +/- 6 seconds.
 AN0746
 AN0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0746.The vertical order pertains to the NGVD 29 superseded value.
 AN0746
 AN0746.The geoid height was determined by GEOID03.
 AN0746
 AN0746;                    North         East    Units  Estimated Accuracy
 AN0746;SPC TXSC     - 4,111,900.      801,520.      MT  (+/- 180 meters Scaled)
 AN0746
 AN0746                          SUPERSEDED SURVEY CONTROL
 AN0746
 AN0746  NGVD 29 (??/??/92)   29.872  (m)           98.01   (f) ADJ UNCH    2 0
 AN0746
 AN0746.Superseded values are not recommended for survey control.
 AN0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0746.See file dsdata.txt to determine how the superseded data were derived.
 AN0746
 AN0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS014905(NAD 83)
 AN0746_MARKER: DB = BENCH MARK DISK
 AN0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0746_STAMPING: Z 331 1935
 AN0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0746+STABILITY: SURFACE MOTION
 AN0746
 AN0746  HISTORY     - Date     Condition        Report By
 AN0746  HISTORY     - 1935     MONUMENTED       CGS
 AN0746  HISTORY     - 1943     GOOD             NGS
 AN0746  HISTORY     - 1964     GOOD             NGS
 AN0746
 AN0746                          STATION DESCRIPTION
 AN0746
 AN0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0746'4.9 MI NE FROM INEZ.
 AN0746'4.9 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0746'STATION AT VICTORIA, VICTORIA COUNTY, 0.2 MILE NORTHEAST OF MILEPOST
 AN0746'87, AT THE FIRST ROAD CROSSING NORTHEAST OF THE MILEPOST, 35 FEET
 AN0746'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 15 FEET NORTH OF THE
 AN0746'SOUTH FENCE CORNER, AND SET IN THE TOP OF A CONCRETE POST.
 AN0746
 AN0746                          STATION RECOVERY (1964)
 AN0746
 AN0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AN0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1571 ***********************************************************************
 AN1571  DESIGNATION -  Z 332
 AN1571  PID         -  AN1571
 AN1571  STATE/COUNTY-  TX/BEE
 AN1571  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1571
 AN1571                         *CURRENT SURVEY CONTROL
 AN1571  ___________________________________________________________________
 AN1571* NAD 83(1986)-  28 28 17.     (N)    097 40 22.     (W)     SCALED    
 AN1571* NAVD 88     -        72.42   (+/-2cm)     237.6    (feet)  VERTCON   
 AN1571  ___________________________________________________________________
 AN1571  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1571
 AN1571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1571
 AN1571.The horizontal coordinates were scaled from a topographic map and have
 AN1571.an estimated accuracy of +/- 6 seconds.
 AN1571
 AN1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1571.The vertical order pertains to the NGVD 29 superseded value.
 AN1571
 AN1571.The geoid height was determined by GEOID03.
 AN1571
 AN1571;                    North         East    Units  Estimated Accuracy
 AN1571;SPC TXSC     - 4,071,450.      729,970.      MT  (+/- 180 meters Scaled)
 AN1571
 AN1571                          SUPERSEDED SURVEY CONTROL
 AN1571
 AN1571  NGVD 29 (??/??/92)   72.434  (m)          237.64   (f) ADJ UNCH    2 0
 AN1571
 AN1571.Superseded values are not recommended for survey control.
 AN1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1571.See file dsdata.txt to determine how the superseded data were derived.
 AN1571
 AN1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS299501(NAD 83)
 AN1571_MARKER: DB = BENCH MARK DISK
 AN1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1571_STAMPING: Z 332 1935
 AN1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1571+STABILITY: SURFACE MOTION
 AN1571
 AN1571  HISTORY     - Date     Condition        Report By
 AN1571  HISTORY     - 1935     MONUMENTED       CGS
 AN1571  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1571
 AN1571                          STATION DESCRIPTION
 AN1571
 AN1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1571'6.5 MI SW FROM BERCLAIR.
 AN1571'6.5 MILES SW OF DEPOT AND ALONG THE S.P.R.R. 700 FEET (6 POLES) S OF
 AN1571'MILEPOST 139.  42 FEET W OF CENTER OF TRACK.  CLOSE TO THE R/W FENCE.
 AN1571'18 FEET N OF A FARMERS SIDE ROAD CROSSING.
 AN1571
 AN1571                          STATION RECOVERY (1996)
 AN1571
 AN1571'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1065 ***********************************************************************
 AX1065  DESIGNATION -  Z 333
 AX1065  PID         -  AX1065
 AX1065  STATE/COUNTY-  TX/FAYETTE
 AX1065  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1065
 AX1065                         *CURRENT SURVEY CONTROL
 AX1065  ___________________________________________________________________
 AX1065* NAD 83(1986)-  29 54 26.     (N)    096 51 44.     (W)     SCALED    
 AX1065* NAVD 88     -        86.008  (meters)     282.18   (feet)  ADJUSTED  
 AX1065  ___________________________________________________________________
 AX1065  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX1065  DYNAMIC HT  -          85.889 (meters)     281.79  (feet)  COMP
 AX1065  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 AX1065
 AX1065  VERT ORDER  -  FIRST     CLASS I
 AX1065
 AX1065.The horizontal coordinates were scaled from a topographic map and have
 AX1065.an estimated accuracy of +/- 6 seconds.
 AX1065
 AX1065.The orthometric height was determined by differential leveling
 AX1065.and adjusted by the National Geodetic Survey in June 1991..
 AX1065.WARNING-Repeat measurements at this control monument indicate possible
 AX1065.vertical movement.
 AX1065
 AX1065.The geoid height was determined by GEOID03.
 AX1065
 AX1065.The dynamic height is computed by dividing the NAVD 88
 AX1065.geopotential number by the normal gravity value computed on the
 AX1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1065.degrees latitude (g = 980.6199 gals.).
 AX1065
 AX1065.The modeled gravity was interpolated from observed gravity values.
 AX1065
 AX1065;                    North         East    Units  Estimated Accuracy
 AX1065;SPC TXSC     - 4,231,730.      806,430.      MT  (+/- 180 meters Scaled)
 AX1065
 AX1065                          SUPERSEDED SURVEY CONTROL
 AX1065
 AX1065  NGVD 29 (12/23/87)   85.962  (m)          282.03   (f) ADJUSTED    1 1
 AX1065
 AX1065.Superseded values are not recommended for survey control.
 AX1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1065.See file dsdata.txt to determine how the superseded data were derived.
 AX1065
 AX1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU063104(NAD 83)
 AX1065_MARKER: DB = BENCH MARK DISK
 AX1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1065_SP_SET: CONCRETE POST
 AX1065_STAMPING: Z 333 1935
 AX1065_MARK LOGO: CGS   
 AX1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1065+STABILITY: SURFACE MOTION
 AX1065
 AX1065  HISTORY     - Date     Condition        Report By
 AX1065  HISTORY     - 1935     MONUMENTED       CGS
 AX1065  HISTORY     - 1973     GOOD             NGS
 AX1065  HISTORY     - 1978     GOOD             NGS
 AX1065  HISTORY     - 1987     GOOD             NGS
 AX1065
 AX1065                          STATION DESCRIPTION
 AX1065
 AX1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1065'IN LA GRANGE.
 AX1065'AT LA GRANGE, 0.15 MILE SOUTHWEST ALONG EBLIN STREET FROM THE CROSSING
 AX1065'OF THE MISSOURI-KANSAS-TEXAS RAILROAD, AT THE JUNCTION OF EBLIN STREET
 AX1065'AND COUNTY ROAD 134, 43 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 AX1065'STREET, 45 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF THE ROAD, 13
 AX1065'1/2 FEET NORTHWEST OF A FENCE CORNER POST, 3.0 FEET SOUTHWEST OF THE
 AX1065'FENCE, 63 FEET NORTH-NORTHEAST OF A POWER POLE WITH GUY WIRE, 1.0 FOOT
 AX1065'NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE STREET,
 AX1065'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 AX1065'GROUND.
 AX1065
 AX1065                          STATION RECOVERY (1978)
 AX1065
 AX1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1065'RECOVERED IN GOOD CONDITION.
 AX1065
 AX1065                          STATION RECOVERY (1987)
 AX1065
 AX1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0402 ***********************************************************************
 BY0402  DESIGNATION -  Z 335
 BY0402  PID         -  BY0402
 BY0402  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0402  USGS QUAD   -  BRONSON (1984)
 BY0402
 BY0402                         *CURRENT SURVEY CONTROL
 BY0402  ___________________________________________________________________
 BY0402* NAD 83(1986)-  31 21 01.     (N)    094 02 35.     (W)     SCALED    
 BY0402* NAVD 88     -        98.38   (+/-2cm)     322.8    (feet)  VERTCON   
 BY0402  ___________________________________________________________________
 BY0402  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY0402
 BY0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0402
 BY0402.The horizontal coordinates were scaled from a topographic map and have
 BY0402.an estimated accuracy of +/- 6 seconds.
 BY0402
 BY0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0402.The vertical order pertains to the NGVD 29 superseded value.
 BY0402
 BY0402.The geoid height was determined by GEOID03.
 BY0402
 BY0402;                    North         East    Units  Estimated Accuracy
 BY0402;SPC TX C     - 3,203,560.    1,298,160.      MT  (+/- 180 meters Scaled)
 BY0402
 BY0402                          SUPERSEDED SURVEY CONTROL
 BY0402
 BY0402  NGVD 29 (??/??/92)   98.394  (m)          322.81   (f) ADJ UNCH    2 0
 BY0402
 BY0402.Superseded values are not recommended for survey control.
 BY0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0402.See file dsdata.txt to determine how the superseded data were derived.
 BY0402
 BY0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ007688(NAD 83)
 BY0402_MARKER: DB = BENCH MARK DISK
 BY0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0402_STAMPING: Z 335 1952
 BY0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0402+STABILITY: SURFACE MOTION
 BY0402
 BY0402  HISTORY     - Date     Condition        Report By
 BY0402  HISTORY     - 1952     MONUMENTED       CGS
 BY0402  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0402
 BY0402                          STATION DESCRIPTION
 BY0402
 BY0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0402'1.85 MI W FROM BRONSON.
 BY0402'1.85 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0402'HIGHWAY 96 AT BRONSON, AT A JUNCTION WITH A WOODS ROAD LEADING
 BY0402'SOUTHEAST 66 FEET EAST OF THE EXTENDED CENTER LINE OF THE WOODS ROAD,
 BY0402'21 FEET NORTH OF THE CENTER LINE OF THE CLAY ROAD, 12 FEET SOUTH OF
 BY0402'THE CENTERLINE OF AN ABANDONED ROAD, 7 FEET NORTH OF A 6 INCH PINE
 BY0402'TREE, 1.3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BY0402'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0402
 BY0402                          STATION RECOVERY (1979)
 BY0402
 BY0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2146 ***********************************************************************
 BX2146  DESIGNATION -  Z 336
 BX2146  PID         -  BX2146
 BX2146  STATE/COUNTY-  TX/SABINE
 BX2146  USGS QUAD   -  PINELAND NORTH (1984)
 BX2146
 BX2146                         *CURRENT SURVEY CONTROL
 BX2146  ___________________________________________________________________
 BX2146* NAD 83(1986)-  31 16 51.     (N)    093 58 31.     (W)     SCALED    
 BX2146* NAVD 88     -        91.56   (+/-2cm)     300.4    (feet)  VERTCON   
 BX2146  ___________________________________________________________________
 BX2146  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BX2146
 BX2146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2146
 BX2146.The horizontal coordinates were scaled from a topographic map and have
 BX2146.an estimated accuracy of +/- 6 seconds.
 BX2146
 BX2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2146.The vertical order pertains to the NGVD 29 superseded value.
 BX2146
 BX2146.The geoid height was determined by GEOID03.
 BX2146
 BX2146;                    North         East    Units  Estimated Accuracy
 BX2146;SPC TX C     - 3,196,240.    1,305,040.      MT  (+/- 180 meters Scaled)
 BX2146
 BX2146                          SUPERSEDED SURVEY CONTROL
 BX2146
 BX2146  NGVD 29 (??/??/??)   91.581  (m)          300.46   (f) ADJUSTED    2 0
 BX2146
 BX2146.Superseded values are not recommended for survey control.
 BX2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2146.See file dsdata.txt to determine how the superseded data were derived.
 BX2146
 BX2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ071611(NAD 83)
 BX2146_MARKER: DB = BENCH MARK DISK
 BX2146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2146_SP_SET: CULVERT
 BX2146_STAMPING: Z 336 1952
 BX2146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2146
 BX2146  HISTORY     - Date     Condition        Report By
 BX2146  HISTORY     - 1952     MONUMENTED       CGS
 BX2146  HISTORY     - 1979     MARK NOT FOUND   NGS
 BX2146  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 BX2146
 BX2146                          STATION DESCRIPTION
 BX2146
 BX2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2146'2.1 MI N FROM PINELAND.
 BX2146'2.1 MILES NORTH ALONG THE GULF, COLORADA AND SANTA FE RAILROAD FROM
 BX2146'THE STATION AT PINELAND, 0.1 MILE SOUTH OF THE SOUTH ENTRANCE TO THE
 BX2146'UNITED GAS COMPANY PLANT, 210 FEET WEST OF THE WEST RAIL, 18 FEET EAST
 BX2146'OF THE CENTER LINE OF FARM ROAD 1, SET IN THE TOP OF THE EAST HEADWALL
 BX2146'OF A 4 FOOT CONCRETE CULVERT.
 BX2146
 BX2146                          STATION RECOVERY (1979)
 BX2146
 BX2146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2146'MARK NOT FOUND.
 BX2146
 BX2146                          STATION RECOVERY (2001)
 BX2146
 BX2146'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0164 ***********************************************************************
 GL0164  DESIGNATION -  Z 338
 GL0164  PID         -  GL0164
 GL0164  STATE/COUNTY-  TX/DALLAM
 GL0164  USGS QUAD   -  CONLEN (1965)
 GL0164
 GL0164                         *CURRENT SURVEY CONTROL
 GL0164  ___________________________________________________________________
 GL0164* NAD 83(1986)-  36 12 42.     (N)    102 14 29.     (W)     SCALED    
 GL0164* NAVD 88     -      1168.510  (meters)    3833.69   (feet)  ADJUSTED  
 GL0164  ___________________________________________________________________
 GL0164  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 GL0164  DYNAMIC HT  -        1167.192 (meters)    3829.36  (feet)  COMP
 GL0164  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 GL0164
 GL0164  VERT ORDER  -  SECOND    CLASS 0
 GL0164
 GL0164.The horizontal coordinates were scaled from a topographic map and have
 GL0164.an estimated accuracy of +/- 6 seconds.
 GL0164
 GL0164.The orthometric height was determined by differential leveling
 GL0164.and adjusted by the National Geodetic Survey in June 1991..
 GL0164
 GL0164.The geoid height was determined by GEOID03.
 GL0164
 GL0164.The dynamic height is computed by dividing the NAVD 88
 GL0164.geopotential number by the normal gravity value computed on the
 GL0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0164.degrees latitude (g = 980.6199 gals.).
 GL0164
 GL0164.The modeled gravity was interpolated from observed gravity values.
 GL0164
 GL0164;                    North         East    Units  Estimated Accuracy
 GL0164;SPC TX N     - 1,245,620.      133,330.      MT  (+/- 180 meters Scaled)
 GL0164
 GL0164                          SUPERSEDED SURVEY CONTROL
 GL0164
 GL0164.No superseded survey control is available for this station.
 GL0164
 GL0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA479109(NAD 83)
 GL0164_MARKER: DB = BENCH MARK DISK
 GL0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0164_STAMPING: Z 338 1952
 GL0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0164+STABILITY: SURFACE MOTION
 GL0164
 GL0164  HISTORY     - Date     Condition        Report By
 GL0164  HISTORY     - 1952     MONUMENTED       CGS
 GL0164
 GL0164                          STATION DESCRIPTION
 GL0164
 GL0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0164'1.5 MI S FROM CONLEN.
 GL0164'1.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0164'HIGHWAY 54 AT CONLEN, 55 FEET WEST OF THE CENTER LINE OF THE FARM
 GL0164'ROAD, 2.4 FEET SOUTHWEST OF A FENCE CORNER, 1.6 FEET WEST OF A WITNESS
 GL0164'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 GL0164'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1500 ***********************************************************************
 FL1500  DESIGNATION -  Z 339
 FL1500  PID         -  FL1500
 FL1500  STATE/COUNTY-  TX/MOORE
 FL1500  USGS QUAD   -  DUMAS NE (1972)
 FL1500
 FL1500                         *CURRENT SURVEY CONTROL
 FL1500  ___________________________________________________________________
 FL1500* NAD 83(1986)-  35 55 20.     (N)    101 48 38.     (W)     SCALED    
 FL1500* NAVD 88     -      1055.703  (meters)    3463.59   (feet)  ADJUSTED  
 FL1500  ___________________________________________________________________
 FL1500  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 FL1500  DYNAMIC HT  -        1054.498 (meters)    3459.63  (feet)  COMP
 FL1500  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 FL1500
 FL1500  VERT ORDER  -  SECOND    CLASS 0
 FL1500
 FL1500.The horizontal coordinates were scaled from a topographic map and have
 FL1500.an estimated accuracy of +/- 6 seconds.
 FL1500
 FL1500.The orthometric height was determined by differential leveling
 FL1500.and adjusted by the National Geodetic Survey in June 1991..
 FL1500
 FL1500.The geoid height was determined by GEOID03.
 FL1500
 FL1500.The dynamic height is computed by dividing the NAVD 88
 FL1500.geopotential number by the normal gravity value computed on the
 FL1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1500.degrees latitude (g = 980.6199 gals.).
 FL1500
 FL1500.The modeled gravity was interpolated from observed gravity values.
 FL1500
 FL1500;                    North         East    Units  Estimated Accuracy
 FL1500;SPC TX N     - 1,213,290.      171,970.      MT  (+/- 180 meters Scaled)
 FL1500
 FL1500                          SUPERSEDED SURVEY CONTROL
 FL1500
 FL1500  NGVD 29 (??/??/92) 1055.189  (m)         3461.90   (f) ADJ UNCH    2 0
 FL1500
 FL1500.Superseded values are not recommended for survey control.
 FL1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1500.See file dsdata.txt to determine how the superseded data were derived.
 FL1500
 FL1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE464789(NAD 83)
 FL1500_MARKER: DB = BENCH MARK DISK
 FL1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1500_STAMPING: Z 339 1952
 FL1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1500+STABILITY: SURFACE MOTION
 FL1500
 FL1500  HISTORY     - Date     Condition        Report By
 FL1500  HISTORY     - 1952     MONUMENTED       CGS
 FL1500  HISTORY     - 1971     GOOD             USGS
 FL1500
 FL1500                          STATION DESCRIPTION
 FL1500
 FL1500'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL1500'13.2 MI NE FROM DUMAS.
 FL1500'JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 152 IN DUMAS, MOORE
 FL1500'COUNTY, 9.0 MILES EAST ALONG ST. HWY. 152, THENCE NORTH ALONG GRADED
 FL1500'ROAD 3.0 MILES, THENCE CONTINUE NORTH ON PAVED COUNTY ROAD 1.0 MILES.
 FL1500'36  FT. SOUTH OF FENCE LEADING WEST.  77 FT. EAST OF CENTER LINE OF
 FL1500'PAVED ROAD.  A STANDARD DISK, STAMPED Z 339 1952, SET IN TOP OF CONC.
 FL1500'POST PROJ. 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1254 ***********************************************************************
 AY1254  DESIGNATION -  Z 34
 AY1254  PID         -  AY1254
 AY1254  STATE/COUNTY-  TX/MEDINA
 AY1254  USGS QUAD   -  HONDO (1982)
 AY1254
 AY1254                         *CURRENT SURVEY CONTROL
 AY1254  ___________________________________________________________________
 AY1254* NAD 83(1986)-  29 21 02.     (N)    099 08 30.     (W)     SCALED    
 AY1254* NAVD 88     -       273.231  (meters)     896.43   (feet)  ADJUSTED  
 AY1254  ___________________________________________________________________
 AY1254  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AY1254  DYNAMIC HT  -         272.834 (meters)     895.12  (feet)  COMP
 AY1254  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AY1254
 AY1254  VERT ORDER  -  FIRST     CLASS II
 AY1254
 AY1254.The horizontal coordinates were scaled from a topographic map and have
 AY1254.an estimated accuracy of +/- 6 seconds.
 AY1254
 AY1254.The orthometric height was determined by differential leveling
 AY1254.and adjusted by the National Geodetic Survey in June 1991..
 AY1254
 AY1254.The geoid height was determined by GEOID03.
 AY1254
 AY1254.The dynamic height is computed by dividing the NAVD 88
 AY1254.geopotential number by the normal gravity value computed on the
 AY1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1254.degrees latitude (g = 980.6199 gals.).
 AY1254
 AY1254.The modeled gravity was interpolated from observed gravity values.
 AY1254
 AY1254;                    North         East    Units  Estimated Accuracy
 AY1254;SPC TXSC     - 4,168,160.      586,250.      MT  (+/- 180 meters Scaled)
 AY1254
 AY1254                          SUPERSEDED SURVEY CONTROL
 AY1254
 AY1254  NGVD 29 (??/??/92)  273.097  (m)          895.99   (f) ADJ UNCH    1 2
 AY1254
 AY1254.Superseded values are not recommended for survey control.
 AY1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1254.See file dsdata.txt to determine how the superseded data were derived.
 AY1254
 AY1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT862468(NAD 83)
 AY1254_MARKER: DB = BENCH MARK DISK
 AY1254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1254_SP_SET: WALL
 AY1254_STAMPING: Z 34 1917 ELEV 895.966 FT
 AY1254_MARK LOGO: CGS   
 AY1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1254+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1254
 AY1254  HISTORY     - Date     Condition        Report By
 AY1254  HISTORY     - 1917     MONUMENTED       CGS
 AY1254  HISTORY     - 1957     GOOD             NGS
 AY1254  HISTORY     - 1982     GOOD             NGS
 AY1254  HISTORY     - 1988     GOOD             USPSQD
 AY1254  HISTORY     - 19910613 GOOD             USPSQD
 AY1254  HISTORY     - 19950502 GOOD             USPSQD
 AY1254  HISTORY     - 19970210 GOOD             USPSQD
 AY1254  HISTORY     - 20011227 GOOD             USPSQD
 AY1254  HISTORY     - 20050521 GOOD             USPSQD
 AY1254
 AY1254                          STATION DESCRIPTION
 AY1254
 AY1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1254'IN HONDO.
 AY1254'AT HONDO, 39 FEET EAST OF THE CENTER OF THE SOUTH ENTRANCE OF THE
 AY1254'COURTHOUSE, 31.3 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 AY1254'2.8 FEET ABOVE THE GROUND, SET VERTICALLY IN THE SOUTH STONE WALL OF
 AY1254'THE COURTHOUSE.
 AY1254
 AY1254                          STATION RECOVERY (1982)
 AY1254
 AY1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1254'RECOVERED IN GOOD CONDITION.
 AY1254
 AY1254                          STATION RECOVERY (1988)
 AY1254
 AY1254'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1254'RECOVERED IN GOOD CONDITION.
 AY1254
 AY1254                          STATION RECOVERY (1991)
 AY1254
 AY1254'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1254'RECOVERED IN GOOD CONDITION.
 AY1254
 AY1254                          STATION RECOVERY (1995)
 AY1254
 AY1254'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1254'RECOVERED IN GOOD CONDITION.
 AY1254
 AY1254                          STATION RECOVERY (1997)
 AY1254
 AY1254'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1254'RECOVERED IN GOOD CONDITION.
 AY1254
 AY1254                          STATION RECOVERY (2001)
 AY1254
 AY1254'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1254'RECOVERED IN GOOD CONDITION.
 AY1254
 AY1254                          STATION RECOVERY (2005)
 AY1254
 AY1254'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0221 ***********************************************************************
 CA0221  DESIGNATION -  Z 340
 CA0221  PID         -  CA0221
 CA0221  STATE/COUNTY-  TX/SAN SABA
 CA0221  USGS QUAD   -  RICHLAND SPRINGS (1979)
 CA0221
 CA0221                         *CURRENT SURVEY CONTROL
 CA0221  ___________________________________________________________________
 CA0221* NAD 83(1986)-  31 16 36.     (N)    098 57 01.     (W)     SCALED    
 CA0221* NAVD 88     -       420.235  (meters)    1378.72   (feet)  ADJUSTED  
 CA0221  ___________________________________________________________________
 CA0221  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CA0221  DYNAMIC HT  -         419.679 (meters)    1376.90  (feet)  COMP
 CA0221  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 CA0221
 CA0221  VERT ORDER  -  SECOND    CLASS 0
 CA0221
 CA0221.The horizontal coordinates were scaled from a topographic map and have
 CA0221.an estimated accuracy of +/- 6 seconds.
 CA0221
 CA0221.The orthometric height was determined by differential leveling
 CA0221.and adjusted by the National Geodetic Survey in June 1991..
 CA0221
 CA0221.The geoid height was determined by GEOID03.
 CA0221
 CA0221.The dynamic height is computed by dividing the NAVD 88
 CA0221.geopotential number by the normal gravity value computed on the
 CA0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0221.degrees latitude (g = 980.6199 gals.).
 CA0221
 CA0221.The modeled gravity was interpolated from observed gravity values.
 CA0221
 CA0221;                    North         East    Units  Estimated Accuracy
 CA0221;SPC TX C     - 3,179,300.      831,690.      MT  (+/- 180 meters Scaled)
 CA0221
 CA0221                          SUPERSEDED SURVEY CONTROL
 CA0221
 CA0221  NGVD 29 (??/??/92)  420.180  (m)         1378.54   (f) ADJ UNCH    2 0
 CA0221
 CA0221.Superseded values are not recommended for survey control.
 CA0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0221.See file dsdata.txt to determine how the superseded data were derived.
 CA0221
 CA0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV047602(NAD 83)
 CA0221_MARKER: DB = BENCH MARK DISK
 CA0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0221_SP_SET: CONCRETE BASE
 CA0221_STAMPING: Z 340 1935
 CA0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0221
 CA0221  HISTORY     - Date     Condition        Report By
 CA0221  HISTORY     - 1935     MONUMENTED       CGS
 CA0221
 CA0221                          STATION DESCRIPTION
 CA0221
 CA0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0221'IN RICHLAND SPRINGS.
 CA0221'AT RICHLAND SPRINGS AND ALONG THE G.C. AND S.F.R.R. SET VERTICALLY
 CA0221'DIRECTLY UNDER THE R R. TELEGRAPH OFFICE WINDOW IN THE CONCRETE
 CA0221'FOUNDATION.  8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0244 ***********************************************************************
 AY0244  DESIGNATION -  Z 341
 AY0244  PID         -  AY0244
 AY0244  STATE/COUNTY-  TX/WILSON
 AY0244  USGS QUAD   -  POTH (1961)
 AY0244
 AY0244                         *CURRENT SURVEY CONTROL
 AY0244  ___________________________________________________________________
 AY0244* NAD 83(1986)-  29 04 13.     (N)    098 05 00.     (W)     SCALED    
 AY0244* NAVD 88     -       123.556  (meters)     405.37   (feet)  ADJUSTED  
 AY0244  ___________________________________________________________________
 AY0244  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AY0244  DYNAMIC HT  -         123.380 (meters)     404.79  (feet)  COMP
 AY0244  MODELED GRAV-     979,217.3   (mgal)                       NAVD 88
 AY0244
 AY0244  VERT ORDER  -  FIRST     CLASS II
 AY0244
 AY0244.The horizontal coordinates were scaled from a topographic map and have
 AY0244.an estimated accuracy of +/- 6 seconds.
 AY0244
 AY0244.The orthometric height was determined by differential leveling
 AY0244.and adjusted by the National Geodetic Survey in June 1991..
 AY0244
 AY0244.The geoid height was determined by GEOID03.
 AY0244
 AY0244.The dynamic height is computed by dividing the NAVD 88
 AY0244.geopotential number by the normal gravity value computed on the
 AY0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0244.degrees latitude (g = 980.6199 gals.).
 AY0244
 AY0244.The modeled gravity was interpolated from observed gravity values.
 AY0244
 AY0244;                    North         East    Units  Estimated Accuracy
 AY0244;SPC TXSC     - 4,137,440.      689,250.      MT  (+/- 180 meters Scaled)
 AY0244
 AY0244                          SUPERSEDED SURVEY CONTROL
 AY0244
 AY0244.No superseded survey control is available for this station.
 AY0244
 AY0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT892161(NAD 83)
 AY0244_MARKER: DB = BENCH MARK DISK
 AY0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0244_SP_SET: BUILDING
 AY0244_STAMPING: Z 341 1935
 AY0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0244
 AY0244  HISTORY     - Date     Condition        Report By
 AY0244  HISTORY     - 1935     MONUMENTED       CGS
 AY0244  HISTORY     - 1943     GOOD             NGS
 AY0244  HISTORY     - 1981     GOOD             NGS
 AY0244  HISTORY     - 19951021 GOOD             USPSQD
 AY0244  HISTORY     - 20050521 GOOD             USPSQD
 AY0244
 AY0244                          STATION DESCRIPTION
 AY0244
 AY0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0244'IN POTH.
 AY0244'BENCH MARK IS SET VERTICALLY IN THE SOUTHWEST SIDE OF THE TEXAS AND
 AY0244'NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION AT POTH, UNDER THE
 AY0244'TELEGRAPH OFFICE WINDOWS.  IT IS ABOUT 0.4 MILE NORTHWEST OF MILEPOST
 AY0244'37, 14.7 FEET NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AY0244'TRACK, AND 0.3 FOOT ABOVE THE GROUND.
 AY0244
 AY0244                          STATION RECOVERY (1981)
 AY0244
 AY0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0244'RECOVERED IN GOOD CONDITION.
 AY0244
 AY0244                          STATION RECOVERY (1995)
 AY0244
 AY0244'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0244'RECOVERED IN GOOD CONDITION.
 AY0244
 AY0244                          STATION RECOVERY (2005)
 AY0244
 AY0244'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0027 ***********************************************************************
 AO0027  DESIGNATION -  Z 342
 AO0027  PID         -  AO0027
 AO0027  STATE/COUNTY-  TX/LIVE OAK
 AO0027  USGS QUAD   -  COMANCHE HILLS (1985)
 AO0027
 AO0027                         *CURRENT SURVEY CONTROL
 AO0027  ___________________________________________________________________
 AO0027* NAD 83(1986)-  28 35 48.     (N)    098 13 55.     (W)     SCALED    
 AO0027* NAVD 88     -        62.016  (meters)     203.46   (feet)  ADJUSTED  
 AO0027  ___________________________________________________________________
 AO0027  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AO0027  DYNAMIC HT  -          61.924 (meters)     203.16  (feet)  COMP
 AO0027  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 AO0027
 AO0027  VERT ORDER  -  SECOND    CLASS 0
 AO0027
 AO0027.The horizontal coordinates were scaled from a topographic map and have
 AO0027.an estimated accuracy of +/- 6 seconds.
 AO0027
 AO0027.The orthometric height was determined by differential leveling
 AO0027.and adjusted by the National Geodetic Survey in June 1991..
 AO0027
 AO0027.The geoid height was determined by GEOID03.
 AO0027
 AO0027.The dynamic height is computed by dividing the NAVD 88
 AO0027.geopotential number by the normal gravity value computed on the
 AO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0027.degrees latitude (g = 980.6199 gals.).
 AO0027
 AO0027.The modeled gravity was interpolated from observed gravity values.
 AO0027
 AO0027;                    North         East    Units  Estimated Accuracy
 AO0027;SPC TXSC     - 4,084,850.      675,120.      MT  (+/- 180 meters Scaled)
 AO0027
 AO0027                          SUPERSEDED SURVEY CONTROL
 AO0027
 AO0027  NGVD 29 (??/??/92)   61.986  (m)          203.37   (f) ADJ UNCH    2 0
 AO0027
 AO0027.Superseded values are not recommended for survey control.
 AO0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0027.See file dsdata.txt to determine how the superseded data were derived.
 AO0027
 AO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS750635(NAD 83)
 AO0027_MARKER: DB = BENCH MARK DISK
 AO0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0027_SP_SET: CULVERT
 AO0027_STAMPING: Z 342 1935
 AO0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0027
 AO0027  HISTORY     - Date     Condition        Report By
 AO0027  HISTORY     - 1935     MONUMENTED       CGS
 AO0027  HISTORY     - 1962     MARK NOT FOUND   USGS
 AO0027
 AO0027                          STATION DESCRIPTION
 AO0027
 AO0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0027'10.4 MI NW FROM THREE RIVERS.
 AO0027'10.4 MILES NW OF AND ALONG THE M P R R 3.6 MILES SE OF DEPOT AT
 AO0027'WHITSETT.  40 YARDS NW OF MILEPOST 67.  4 YARDS NE OF CENTER OF TRACK.
 AO0027'DISK IS SET HORIZONTALLY IN SE CORNER OF CONCRETE CULVERT.
 AO0027
 AO0027                          STATION RECOVERY (1962)
 AO0027
 AO0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AO0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0263 ***********************************************************************
 AJ0263  DESIGNATION -  Z 343 RESET 1952
 AJ0263  PID         -  AJ0263
 AJ0263  STATE/COUNTY-  TX/BROOKS
 AJ0263  USGS QUAD   -  CAGE RANCH (1963)
 AJ0263
 AJ0263                         *CURRENT SURVEY CONTROL
 AJ0263  ___________________________________________________________________
 AJ0263* NAD 83(1986)-  27 07 14.     (N)    098 08 51.     (W)     SCALED    
 AJ0263* NAVD 88     -        34.15   (meters)     112.0    (feet)  RESET     
 AJ0263  ___________________________________________________________________
 AJ0263  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AJ0263
 AJ0263  VERT ORDER  -  THIRD
 AJ0263
 AJ0263.The horizontal coordinates were scaled from a topographic map and have
 AJ0263.an estimated accuracy of +/- 6 seconds.
 AJ0263
 AJ0263.The orthometric height was computed from unverified reset data.
 AJ0263
 AJ0263.The geoid height was determined by GEOID03.
 AJ0263
 AJ0263;                    North         East    Units  Estimated Accuracy
 AJ0263;SPC TX S     - 5,161,130.      334,950.      MT  (+/- 180 meters Scaled)
 AJ0263
 AJ0263                          SUPERSEDED SURVEY CONTROL
 AJ0263
 AJ0263.No superseded survey control is available for this station.
 AJ0263
 AJ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR844000(NAD 83)
 AJ0263_MARKER: DB = BENCH MARK DISK
 AJ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0263_STAMPING: Z 343 RESET 1952
 AJ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0263+STABILITY: SURFACE MOTION
 AJ0263
 AJ0263  HISTORY     - Date     Condition        Report By
 AJ0263  HISTORY     - 1952     MONUMENTED       TXHD
 AJ0263  HISTORY     - 1954     GOOD             NGS
 AJ0263
 AJ0263                          STATION DESCRIPTION
 AJ0263
 AJ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AJ0263'7.4 MI S FROM FALFURRIAS.
 AJ0263'ABOUT 7.4 MILES SOUTH FROM THE T. AND N.O. DEPOT IN FALFURRIAS AND
 AJ0263'ALONG THE T. AND N.O.R.R. AND HIGHWAY NO. 281.  IT IS IN THE WEST
 AJ0263'RIGHT-OF-WAY FENCE OF THE HIGHWAY, 12 FEET NORTH OF A TELEGRAPH POLE
 AJ0263'AND ABOUT 100 YARDS NORTHWEST OF MILE POST 87.  A STANDARD DISK
 AJ0263'STAMPED Z 343 RESET 1952 AND SET IN A CONCRETE POST FLUSH WITH THE
 AJ0263'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1436 ***********************************************************************
 FL1436  DESIGNATION -  Z 345
 FL1436  PID         -  FL1436
 FL1436  STATE/COUNTY-  TX/MOORE
 FL1436  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1436
 FL1436                         *CURRENT SURVEY CONTROL
 FL1436  ___________________________________________________________________
 FL1436* NAD 83(1986)-  35 54 27.     (N)    101 39 08.     (W)     SCALED    
 FL1436* NAVD 88     -      1034.021  (meters)    3392.45   (feet)  ADJUSTED  
 FL1436  ___________________________________________________________________
 FL1436  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 FL1436  DYNAMIC HT  -        1032.852 (meters)    3388.62  (feet)  COMP
 FL1436  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 FL1436
 FL1436  VERT ORDER  -  SECOND    CLASS 0
 FL1436
 FL1436.The horizontal coordinates were scaled from a topographic map and have
 FL1436.an estimated accuracy of +/- 6 seconds.
 FL1436
 FL1436.The orthometric height was determined by differential leveling
 FL1436.and adjusted by the National Geodetic Survey in June 1991..
 FL1436
 FL1436.The geoid height was determined by GEOID03.
 FL1436
 FL1436.The dynamic height is computed by dividing the NAVD 88
 FL1436.geopotential number by the normal gravity value computed on the
 FL1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1436.degrees latitude (g = 980.6199 gals.).
 FL1436
 FL1436.The modeled gravity was interpolated from observed gravity values.
 FL1436
 FL1436;                    North         East    Units  Estimated Accuracy
 FL1436;SPC TX N     - 1,211,630.      186,260.      MT  (+/- 180 meters Scaled)
 FL1436
 FL1436                          SUPERSEDED SURVEY CONTROL
 FL1436
 FL1436  NGVD 29 (??/??/92) 1033.523  (m)         3390.82   (f) ADJ UNCH    2 0
 FL1436
 FL1436.Superseded values are not recommended for survey control.
 FL1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1436.See file dsdata.txt to determine how the superseded data were derived.
 FL1436
 FL1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE606769(NAD 83)
 FL1436_MARKER: DB = BENCH MARK DISK
 FL1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1436_STAMPING: Z 345 1952
 FL1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1436+STABILITY: SURFACE MOTION
 FL1436
 FL1436  HISTORY     - Date     Condition        Report By
 FL1436  HISTORY     - 1952     MONUMENTED       CGS
 FL1436
 FL1436                          STATION DESCRIPTION
 FL1436
 FL1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1436'16.0 MI NW FROM STINNETT.
 FL1436'11.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL AT
 FL1436'STINNETT, THENCE 4.1 MILES NORTH ALONG FARM ROAD 1060, 92 FEET WEST OF
 FL1436'THE CENTER LINE OF THE FARM ROAD, 71 FEET SOUTH OF THE CENTER LINE OF
 FL1436'THE ROAD LEADING WEST, 50 FEET NORTHWEST OF A POWER POLE, 1.3 FEET
 FL1436'NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 FL1436'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0058 ***********************************************************************
 FM0058  DESIGNATION -  Z 346
 FM0058  PID         -  FM0058
 FM0058  STATE/COUNTY-  TX/MOORE
 FM0058  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0058
 FM0058                         *CURRENT SURVEY CONTROL
 FM0058  ___________________________________________________________________
 FM0058* NAD 83(1986)-  35 54 35.     (N)    102 06 21.     (W)     SCALED    
 FM0058* NAVD 88     -      1137.982  (meters)    3733.53   (feet)  ADJUSTED  
 FM0058  ___________________________________________________________________
 FM0058  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FM0058  DYNAMIC HT  -        1136.659 (meters)    3729.19  (feet)  COMP
 FM0058  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 FM0058
 FM0058  VERT ORDER  -  SECOND    CLASS 0
 FM0058
 FM0058.The horizontal coordinates were scaled from a topographic map and have
 FM0058.an estimated accuracy of +/- 6 seconds.
 FM0058
 FM0058.The orthometric height was determined by differential leveling
 FM0058.and adjusted by the National Geodetic Survey in June 1991..
 FM0058
 FM0058.The geoid height was determined by GEOID03.
 FM0058
 FM0058.The dynamic height is computed by dividing the NAVD 88
 FM0058.geopotential number by the normal gravity value computed on the
 FM0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0058.degrees latitude (g = 980.6199 gals.).
 FM0058
 FM0058.The modeled gravity was interpolated from observed gravity values.
 FM0058
 FM0058;                    North         East    Units  Estimated Accuracy
 FM0058;SPC TX N     - 1,212,030.      145,320.      MT  (+/- 180 meters Scaled)
 FM0058
 FM0058                          SUPERSEDED SURVEY CONTROL
 FM0058
 FM0058  NGVD 29 (??/??/92) 1137.418  (m)         3731.68   (f) ADJ UNCH    2 0
 FM0058
 FM0058.Superseded values are not recommended for survey control.
 FM0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0058.See file dsdata.txt to determine how the superseded data were derived.
 FM0058
 FM0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV611778(NAD 83)
 FM0058_MARKER: DB = BENCH MARK DISK
 FM0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0058_STAMPING: Z 346 1952
 FM0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0058+STABILITY: SURFACE MOTION
 FM0058
 FM0058  HISTORY     - Date     Condition        Report By
 FM0058  HISTORY     - 1952     MONUMENTED       CGS
 FM0058  HISTORY     - 1965     MARK NOT FOUND   USGS
 FM0058
 FM0058                          STATION DESCRIPTION
 FM0058
 FM0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0058'11.0 MI NW FROM DUMAS.
 FM0058'0.5 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE COURTHOUSE AT
 FM0058'DUMAS, THENCE 7.5 MILES WEST ALONG U.S. HIGHWAY 87, THENCE 3.0 MILES
 FM0058'NORTH ALONG A GRADED DIRT ROAD, 0.4 MILE SOUTH OF A FARMHOUSE, 66 FEET
 FM0058'WEST OF THE CENTER LINE OF THE ROAD, 32.3 FEET WEST OF A NORTH AND
 FM0058'SOUTH FENCE, 1 FOOT NORTH OF A FENCE LEADING WEST, 1.9 FEET EAST OF A
 FM0058'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 FM0058'FOOT ABOVE THE GROUND.
 FM0058
 FM0058                          STATION RECOVERY (1965)
 FM0058
 FM0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0037 ***********************************************************************
 FM0037  DESIGNATION -  Z 347
 FM0037  PID         -  FM0037
 FM0037  STATE/COUNTY-  TX/HARTLEY
 FM0037  USGS QUAD   -  MORAN RANCH (1963)
 FM0037
 FM0037                         *CURRENT SURVEY CONTROL
 FM0037  ___________________________________________________________________
 FM0037* NAD 83(1986)-  35 54 35.     (N)    102 13 50.     (W)     SCALED    
 FM0037* NAVD 88     -      1172.444  (meters)    3846.59   (feet)  ADJUSTED  
 FM0037  ___________________________________________________________________
 FM0037  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 FM0037  DYNAMIC HT  -        1171.074 (meters)    3842.10  (feet)  COMP
 FM0037  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 FM0037
 FM0037  VERT ORDER  -  SECOND    CLASS 0
 FM0037
 FM0037.The horizontal coordinates were scaled from a topographic map and have
 FM0037.an estimated accuracy of +/- 6 seconds.
 FM0037
 FM0037.The orthometric height was determined by differential leveling
 FM0037.and adjusted by the National Geodetic Survey in June 1991..
 FM0037
 FM0037.The geoid height was determined by GEOID03.
 FM0037
 FM0037.The dynamic height is computed by dividing the NAVD 88
 FM0037.geopotential number by the normal gravity value computed on the
 FM0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0037.degrees latitude (g = 980.6199 gals.).
 FM0037
 FM0037.The modeled gravity was interpolated from observed gravity values.
 FM0037
 FM0037;                    North         East    Units  Estimated Accuracy
 FM0037;SPC TX N     - 1,212,110.      134,060.      MT  (+/- 180 meters Scaled)
 FM0037
 FM0037                          SUPERSEDED SURVEY CONTROL
 FM0037
 FM0037  NGVD 29 (??/??/92) 1171.886  (m)         3844.76   (f) ADJ UNCH    2 0
 FM0037
 FM0037.Superseded values are not recommended for survey control.
 FM0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0037.See file dsdata.txt to determine how the superseded data were derived.
 FM0037
 FM0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV499774(NAD 83)
 FM0037_MARKER: DB = BENCH MARK DISK
 FM0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0037_STAMPING: Z-347-1952
 FM0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0037+STABILITY: SURFACE MOTION
 FM0037
 FM0037  HISTORY     - Date     Condition        Report By
 FM0037  HISTORY     - 1952     MONUMENTED       CGS
 FM0037  HISTORY     - 1963     GOOD             USGS
 FM0037
 FM0037                          STATION DESCRIPTION
 FM0037
 FM0037'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0037'12.5 MI NE FROM HARTLEY.
 FM0037'8.5 MILES EAST ALONG U S HIGHWAY 87 FROM THE P.O. AT HARTLEY, HARTLEY
 FM0037'CO., THENCE 3.0 MILES NORTH ALONG A GRADED ROAD.  THENCE 1.0 MILES
 FM0037'EAST ALONG FIELD ROAD TO A WINDMILL.  21 FEET SOUTHEAST OF THE
 FM0037'SOUTHEAST LEG OF THE WINDMILL.  1.2 FT SOUTH OF AN NW FENCE.  1.6 FT
 FM0037'WEST OF A WITNESS POST.  A STANDARD DISK, STAMPED Z-347 1952 AND SET
 FM0037'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0075 ***********************************************************************
 FM0075  DESIGNATION -  Z 348
 FM0075  PID         -  FM0075
 FM0075  STATE/COUNTY-  TX/HARTLEY
 FM0075  USGS QUAD   -  HARTLEY (1973)
 FM0075
 FM0075                         *CURRENT SURVEY CONTROL
 FM0075  ___________________________________________________________________
 FM0075* NAD 83(1986)-  35 59 35.     (N)    102 24 20.     (W)     SCALED    
 FM0075* NAVD 88     -      1199.012  (meters)    3933.76   (feet)  ADJUSTED  
 FM0075  ___________________________________________________________________
 FM0075  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 FM0075  DYNAMIC HT  -        1197.615 (meters)    3929.18  (feet)  COMP
 FM0075  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 FM0075
 FM0075  VERT ORDER  -  SECOND    CLASS 0
 FM0075
 FM0075.The horizontal coordinates were scaled from a topographic map and have
 FM0075.an estimated accuracy of +/- 6 seconds.
 FM0075
 FM0075.The orthometric height was determined by differential leveling
 FM0075.and adjusted by the National Geodetic Survey in June 1991..
 FM0075
 FM0075.The geoid height was determined by GEOID03.
 FM0075
 FM0075.The dynamic height is computed by dividing the NAVD 88
 FM0075.geopotential number by the normal gravity value computed on the
 FM0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0075.degrees latitude (g = 980.6199 gals.).
 FM0075
 FM0075.The modeled gravity was interpolated from observed gravity values.
 FM0075
 FM0075;                    North         East    Units  Estimated Accuracy
 FM0075;SPC TX N     - 1,221,480.      118,350.      MT  (+/- 180 meters Scaled)
 FM0075
 FM0075                          SUPERSEDED SURVEY CONTROL
 FM0075
 FM0075  NGVD 29 (??/??/92) 1198.444  (m)         3931.89   (f) ADJ UNCH    2 0
 FM0075
 FM0075.Superseded values are not recommended for survey control.
 FM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0075.See file dsdata.txt to determine how the superseded data were derived.
 FM0075
 FM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV338862(NAD 83)
 FM0075_MARKER: DB = BENCH MARK DISK
 FM0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0075_STAMPING: Z 348 1952
 FM0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0075+STABILITY: SURFACE MOTION
 FM0075
 FM0075  HISTORY     - Date     Condition        Report By
 FM0075  HISTORY     - 1952     MONUMENTED       CGS
 FM0075
 FM0075                          STATION DESCRIPTION
 FM0075
 FM0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0075'7.4 MI NW FROM HARTLEY.
 FM0075'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 FM0075'HARTLEY, THENCE 6.2 MILES NORTH ALONG A GRADED DIRT ROAD.  0.1 MILE
 FM0075'SOUTHEAST OF A FARMHOUSE, 121 FEET EAST OF THE CENTER LINE OF A NORTH
 FM0075'AND SOUTH ROAD, 31 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 FM0075'ROAD, 20 FEET EAST OF THE EAST END OF A WIRE GATE, 3.4 FEET NORTHWEST
 FM0075'OF A TELEPHONE POLE, 1.2 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A
 FM0075'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FM0075'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0773 ***********************************************************************
 AY0773  DESIGNATION -  Z 35
 AY0773  PID         -  AY0773
 AY0773  STATE/COUNTY-  TX/BEXAR
 AY0773  USGS QUAD   -  MACDONA (1991)
 AY0773
 AY0773                         *CURRENT SURVEY CONTROL
 AY0773  ___________________________________________________________________
 AY0773* NAD 83(1986)-  29 19 40.     (N)    098 40 24.     (W)     SCALED    
 AY0773* NAVD 88     -       186.820  (meters)     612.93   (feet)  ADJUSTED  
 AY0773  ___________________________________________________________________
 AY0773  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AY0773  DYNAMIC HT  -         186.550 (meters)     612.04  (feet)  COMP
 AY0773  MODELED GRAV-     979,196.6   (mgal)                       NAVD 88
 AY0773
 AY0773  VERT ORDER  -  FIRST     CLASS II
 AY0773
 AY0773.The horizontal coordinates were scaled from a topographic map and have
 AY0773.an estimated accuracy of +/- 6 seconds.
 AY0773
 AY0773.The orthometric height was determined by differential leveling
 AY0773.and adjusted by the National Geodetic Survey in June 1991..
 AY0773
 AY0773.The geoid height was determined by GEOID03.
 AY0773
 AY0773.The dynamic height is computed by dividing the NAVD 88
 AY0773.geopotential number by the normal gravity value computed on the
 AY0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0773.degrees latitude (g = 980.6199 gals.).
 AY0773
 AY0773.The modeled gravity was interpolated from observed gravity values.
 AY0773
 AY0773;                    North         East    Units  Estimated Accuracy
 AY0773;SPC TXSC     - 4,165,670.      631,730.      MT  (+/- 180 meters Scaled)
 AY0773
 AY0773                          SUPERSEDED SURVEY CONTROL
 AY0773
 AY0773  NGVD 29 (??/??/92)  186.692  (m)          612.51   (f) ADJ UNCH    1 2
 AY0773
 AY0773.Superseded values are not recommended for survey control.
 AY0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0773.See file dsdata.txt to determine how the superseded data were derived.
 AY0773
 AY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT317443(NAD 83)
 AY0773_MARKER: Z = SEE DESCRIPTION
 AY0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0773_SP_SET: STONE
 AY0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0773+STABILITY: SURFACE MOTION
 AY0773
 AY0773  HISTORY     - Date     Condition        Report By
 AY0773  HISTORY     - UNK      MONUMENTED       CGS
 AY0773  HISTORY     - 1956     GOOD             NGS
 AY0773  HISTORY     - 19991215 POOR             USPSQD
 AY0773
 AY0773                          STATION DESCRIPTION
 AY0773
 AY0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0773'1.2 MI E FROM MACDONA.
 AY0773'1.2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0773'STATION SIGN AT MACDONA, AT A GRAVELED ROAD CROSSING, 15 RAILS EAST OF
 AY0773'THE EAST END OF A STEEL BRIDGE OVER THE MEDINA RIVER, 29.2 FEET
 AY0773'SOUTHWEST OF THE 10TH POLE WEST OF MILEPOST 225, 30.3 FEET WEST OF A
 AY0773'POWER POLE, 46.5 FEET SOUTH OF THE SOUTH RAIL, 43.6 FEET WEST OF THE
 AY0773'CENTER LINE OF A GRAVELED ROAD, 1.5 FEET NORTH OF A FENCE, SURROUNDED
 AY0773'BY THE LETTERS USBM, IN THE TOP OF A STONE POST WHICH PROJECTS 1.0
 AY0773'FOOT ABOVE THE GROUND.
 AY0773
 AY0773                          STATION RECOVERY (1999)
 AY0773
 AY0773'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0773'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1810 ***********************************************************************
 AX1810  DESIGNATION -  Z 350 RESET 1959
 AX1810  PID         -  AX1810
 AX1810  STATE/COUNTY-  TX/DE WITT
 AX1810  USGS QUAD   -  YOAKUM (1987)
 AX1810
 AX1810                         *CURRENT SURVEY CONTROL
 AX1810  ___________________________________________________________________
 AX1810* NAD 83(1986)-  29 18 40.     (N)    097 11 36.     (W)     SCALED    
 AX1810* NAVD 88     -        92.44   (+/-2cm)     303.3    (feet)  VERTCON   
 AX1810  ___________________________________________________________________
 AX1810  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX1810
 AX1810  VERT ORDER  -  THIRD (See Below)
 AX1810
 AX1810.The horizontal coordinates were scaled from a topographic map and have
 AX1810.an estimated accuracy of +/- 6 seconds.
 AX1810
 AX1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1810.The vertical order pertains to the NGVD 29 superseded value.
 AX1810
 AX1810.The geoid height was determined by GEOID03.
 AX1810
 AX1810;                    North         East    Units  Estimated Accuracy
 AX1810;SPC TXSC     - 4,165,130.      775,480.      MT  (+/- 180 meters Scaled)
 AX1810
 AX1810                          SUPERSEDED SURVEY CONTROL
 AX1810
 AX1810  NGVD 29 (01/29/03)   92.43   (m)          303.2    (f) RESET       3  
 AX1810
 AX1810.Superseded values are not recommended for survey control.
 AX1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1810.See file dsdata.txt to determine how the superseded data were derived.
 AX1810
 AX1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT754438(NAD 83)
 AX1810_MARKER: DB = BENCH MARK DISK
 AX1810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1810_SP_SET: BRIDGE
 AX1810_STAMPING: Z 350 RESET 1959
 AX1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1810+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX1810
 AX1810  HISTORY     - Date     Condition        Report By
 AX1810  HISTORY     - 1959     MONUMENTED       TXHD
 AX1810  HISTORY     - 20030517 GOOD             USPSQD
 AX1810
 AX1810                          STATION DESCRIPTION
 AX1810
 AX1810'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX1810'3.2 MI W FROM YOAKUM.
 AX1810'IN DE WITT COUNTY, 3.2 MILES WEST ALONG STATE HIGHWAY 111 FROM THE
 AX1810'TEXAS AND NEW ORLEANS RAILROAD STATION AT YOAKUM, DE WITT AND LAVACA
 AX1810'COUNTIES, AT A BRIDGE, IN THE TOP OF THE SOUTHEAST WINGWALL, AND 21
 AX1810'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 AX1810
 AX1810                          STATION RECOVERY (2003)
 AX1810
 AX1810'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0145 ***********************************************************************
 FL0145  DESIGNATION -  Z 352
 FL0145  PID         -  FL0145
 FL0145  STATE/COUNTY-  TX/WHEELER
 FL0145  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0145
 FL0145                         *CURRENT SURVEY CONTROL
 FL0145  ___________________________________________________________________
 FL0145* NAD 83(1986)-  35 12 15.     (N)    100 14 45.     (W)     SCALED    
 FL0145* NAVD 88     -       704.038  (meters)    2309.83   (feet)  ADJUSTED  
 FL0145  ___________________________________________________________________
 FL0145  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0145  DYNAMIC HT  -         703.306 (meters)    2307.43  (feet)  COMP
 FL0145  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 FL0145
 FL0145  VERT ORDER  -  FIRST     CLASS II
 FL0145
 FL0145.The horizontal coordinates were scaled from a topographic map and have
 FL0145.an estimated accuracy of +/- 6 seconds.
 FL0145
 FL0145.The orthometric height was determined by differential leveling
 FL0145.and adjusted by the National Geodetic Survey in June 1991..
 FL0145
 FL0145.The geoid height was determined by GEOID03.
 FL0145
 FL0145.The dynamic height is computed by dividing the NAVD 88
 FL0145.geopotential number by the normal gravity value computed on the
 FL0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0145.degrees latitude (g = 980.6199 gals.).
 FL0145
 FL0145.The modeled gravity was interpolated from observed gravity values.
 FL0145
 FL0145;                    North         East    Units  Estimated Accuracy
 FL0145;SPC TX N     - 1,134,310.      314,190.      MT  (+/- 180 meters Scaled)
 FL0145
 FL0145                          SUPERSEDED SURVEY CONTROL
 FL0145
 FL0145  NGVD 29 (??/??/92)  703.748  (m)         2308.88   (f) ADJ UNCH    1 2
 FL0145
 FL0145.Superseded values are not recommended for survey control.
 FL0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0145.See file dsdata.txt to determine how the superseded data were derived.
 FL0145
 FL0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD865963(NAD 83)
 FL0145_MARKER: DB = BENCH MARK DISK
 FL0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0145_STAMPING: Z 352 1953
 FL0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0145+STABILITY: SURFACE MOTION
 FL0145
 FL0145  HISTORY     - Date     Condition        Report By
 FL0145  HISTORY     - 1953     MONUMENTED       CGS
 FL0145  HISTORY     - 1955     GOOD             NGS
 FL0145
 FL0145                          STATION DESCRIPTION
 FL0145
 FL0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0145'0.95 MI S FROM SHAMROCK.
 FL0145'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0145'FROM THE STATION AT SHAMROCK, THENCE 0.65 MILE SOUTH ALONG U.S.
 FL0145'HIGHWAY 83, THENCE 0.15 MILE EAST ALONG 8TH STREET, 101 FEET SOUTH OF
 FL0145'THE CENTER OF THE WEST ENTRANCE TO THE SHAMROCK AIRPORT, 174 FEET
 FL0145'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRST CHRISTIAN CHURCH, 110
 FL0145'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HANGAR, 105 FEET
 FL0145'SOUTH OF THE EXTENDED CENTER LINE OF 8TH STREET, ON THE EXTENDED
 FL0145'CENTER LINE OF SOUTH AUSTIN STREET, 2.5 FEET EAST OF A FENCE, 2.5 FEET
 FL0145'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0145'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0165 ***********************************************************************
 FL0165  DESIGNATION -  Z 353
 FL0165  PID         -  FL0165
 FL0165  STATE/COUNTY-  TX/WHEELER
 FL0165  USGS QUAD   -  SHAMROCK WEST (1978)
 FL0165
 FL0165                         *CURRENT SURVEY CONTROL
 FL0165  ___________________________________________________________________
 FL0165* NAD 83(1986)-  35 13 31.     (N)    100 22 11.     (W)     SCALED    
 FL0165* NAVD 88     -       745.413  (meters)    2445.58   (feet)  ADJUSTED  
 FL0165  ___________________________________________________________________
 FL0165  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL0165  DYNAMIC HT  -         744.633 (meters)    2443.02  (feet)  COMP
 FL0165  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 FL0165
 FL0165  VERT ORDER  -  FIRST     CLASS II
 FL0165
 FL0165.The horizontal coordinates were scaled from a topographic map and have
 FL0165.an estimated accuracy of +/- 6 seconds.
 FL0165
 FL0165.The orthometric height was determined by differential leveling
 FL0165.and adjusted by the National Geodetic Survey in June 1991..
 FL0165
 FL0165.The geoid height was determined by GEOID03.
 FL0165
 FL0165.The dynamic height is computed by dividing the NAVD 88
 FL0165.geopotential number by the normal gravity value computed on the
 FL0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0165.degrees latitude (g = 980.6199 gals.).
 FL0165
 FL0165.The modeled gravity was interpolated from observed gravity values.
 FL0165
 FL0165;                    North         East    Units  Estimated Accuracy
 FL0165;SPC TX N     - 1,136,520.      302,890.      MT  (+/- 180 meters Scaled)
 FL0165
 FL0165                          SUPERSEDED SURVEY CONTROL
 FL0165
 FL0165  NGVD 29 (??/??/92)  745.122  (m)         2444.62   (f) ADJ UNCH    1 2
 FL0165
 FL0165.Superseded values are not recommended for survey control.
 FL0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0165.See file dsdata.txt to determine how the superseded data were derived.
 FL0165
 FL0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD753988(NAD 83)
 FL0165_MARKER: DB = BENCH MARK DISK
 FL0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0165_STAMPING: Z 353 1953
 FL0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0165+STABILITY: SURFACE MOTION
 FL0165
 FL0165  HISTORY     - Date     Condition        Report By
 FL0165  HISTORY     - 1953     MONUMENTED       CGS
 FL0165
 FL0165                          STATION DESCRIPTION
 FL0165
 FL0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0165'7.35 MI W FROM SHAMROCK.
 FL0165'7.35 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0165'FROM THE STATION AT SHAMROCK, 7 POLES EAST OF MILEPOST 672, 62 FEET
 FL0165'NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 43.5 FEET NORTH OF
 FL0165'THE NORTH RAIL, 10.5 FEET NORTHWEST OF A TELEPHONE POLE, 2.5 FEET
 FL0165'SOUTH OF A FENCE, 2.8 FEET EAST OF A WITNESS POST, 1.3 MILES WEST OF
 FL0165'THE STATION SIGN AT LELA, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0165'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0352 ***********************************************************************
 FL0352  DESIGNATION -  Z 354
 FL0352  PID         -  FL0352
 FL0352  STATE/COUNTY-  TX/DONLEY
 FL0352  USGS QUAD   -  ROCKLEDGE (1964)
 FL0352
 FL0352                         *CURRENT SURVEY CONTROL
 FL0352  ___________________________________________________________________
 FL0352* NAD 83(1986)-  35 10 44.     (N)    100 48 59.     (W)     SCALED    
 FL0352* NAVD 88     -       964.990  (meters)    3165.97   (feet)  ADJUSTED  
 FL0352  ___________________________________________________________________
 FL0352  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL0352  DYNAMIC HT  -         963.895 (meters)    3162.38  (feet)  COMP
 FL0352  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 FL0352
 FL0352  VERT ORDER  -  FIRST     CLASS II
 FL0352
 FL0352.The horizontal coordinates were scaled from a topographic map and have
 FL0352.an estimated accuracy of +/- 6 seconds.
 FL0352
 FL0352.The orthometric height was determined by differential leveling
 FL0352.and adjusted by the National Geodetic Survey in June 1991..
 FL0352
 FL0352.The geoid height was determined by GEOID03.
 FL0352
 FL0352.The dynamic height is computed by dividing the NAVD 88
 FL0352.geopotential number by the normal gravity value computed on the
 FL0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0352.degrees latitude (g = 980.6199 gals.).
 FL0352
 FL0352.The modeled gravity was interpolated from observed gravity values.
 FL0352
 FL0352;                    North         East    Units  Estimated Accuracy
 FL0352;SPC TX N     - 1,131,000.      262,260.      MT  (+/- 180 meters Scaled)
 FL0352
 FL0352                          SUPERSEDED SURVEY CONTROL
 FL0352
 FL0352  NGVD 29 (??/??/92)  964.584  (m)         3164.64   (f) ADJ UNCH    1 2
 FL0352
 FL0352.Superseded values are not recommended for survey control.
 FL0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0352.See file dsdata.txt to determine how the superseded data were derived.
 FL0352
 FL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD346943(NAD 83)
 FL0352_MARKER: DB = BENCH MARK DISK
 FL0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0352_STAMPING: Z 354 1953
 FL0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0352+STABILITY: SURFACE MOTION
 FL0352
 FL0352  HISTORY     - Date     Condition        Report By
 FL0352  HISTORY     - 1953     MONUMENTED       CGS
 FL0352
 FL0352                          STATION DESCRIPTION
 FL0352
 FL0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0352'6.0 MI SW FROM ALANREED.
 FL0352'6.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0352'RAILROAD FROM THE STATION SIGN AT ALANREED, 0.3 MILE NORTHEAST OF THE
 FL0352'STATION SIGN AT ROCKLEDGE, 0.2 MILE WEST OF THE GRAY AND DONLEY COUNTY
 FL0352'LINE, 106 FEET SOUTHEAST OF MILEPOST 702, 52 FEET SOUTHEAST OF THE
 FL0352'SOUTHEAST RAIL OF THE MAIN TRACK, 32.3 FEET SOUTHEAST OF A SWITCH
 FL0352'STAND, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 FL0352'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0137 ***********************************************************************
 AO0137  DESIGNATION -  Z 356
 AO0137  PID         -  AO0137
 AO0137  STATE/COUNTY-  TX/DUVAL
 AO0137  USGS QUAD   -  PIEDRA CREEK SE (1974)
 AO0137
 AO0137                         *CURRENT SURVEY CONTROL
 AO0137  ___________________________________________________________________
 AO0137* NAD 83(1986)-  28 02 30.     (N)    098 47 11.     (W)     SCALED    
 AO0137* NAVD 88     -        96.467  (meters)     316.49   (feet)  POSTED    
 AO0137  ___________________________________________________________________
 AO0137  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AO0137  DYNAMIC HT  -          96.320 (meters)     316.01  (feet)  COMP
 AO0137  MODELED GRAV-     979,120.9   (mgal)                       NAVD 88
 AO0137
 AO0137  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0137
 AO0137.The horizontal coordinates were scaled from a topographic map and have
 AO0137.an estimated accuracy of +/- 6 seconds.
 AO0137
 AO0137.The orthometric height was determined by differential leveling
 AO0137.and adjusted by the National Geodetic Survey in 1992..
 AO0137.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0137.rate of 1.1 thru 2.0 mm/km.
 AO0137
 AO0137.The geoid height was determined by GEOID03.
 AO0137
 AO0137.The dynamic height is computed by dividing the NAVD 88
 AO0137.geopotential number by the normal gravity value computed on the
 AO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0137.degrees latitude (g = 980.6199 gals.).
 AO0137
 AO0137.The modeled gravity was interpolated from observed gravity values.
 AO0137
 AO0137;                    North         East    Units  Estimated Accuracy
 AO0137;SPC TX S     - 5,263,180.      271,840.      MT  (+/- 180 meters Scaled)
 AO0137
 AO0137                          SUPERSEDED SURVEY CONTROL
 AO0137
 AO0137  NGVD 29 (??/??/92)   96.456  (m)          316.46   (f) ADJ UNCH    2 0
 AO0137
 AO0137.Superseded values are not recommended for survey control.
 AO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0137.See file dsdata.txt to determine how the superseded data were derived.
 AO0137
 AO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS209018(NAD 83)
 AO0137_MARKER: DB = BENCH MARK DISK
 AO0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0137_STAMPING: Z-356 1935
 AO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0137+STABILITY: SURFACE MOTION
 AO0137
 AO0137  HISTORY     - Date     Condition        Report By
 AO0137  HISTORY     - 1935     MONUMENTED       CGS
 AO0137  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0137
 AO0137                          STATION DESCRIPTION
 AO0137
 AO0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0137'18.0 MI NW FROM FREER.
 AO0137'18.0 MILES NORTHWEST OF AND ALONG STATE HIGHWAY 55.  ABOUT 167 FT. N.
 AO0137'OF THE EARTH DAM OF A LARGE SURFACE TANK.  48 FT. N. OF CENTERLINE OF
 AO0137'HIGHWAY.  SET IN TOP OF A CONCRETE POST.
 AO0137
 AO0137                          STATION RECOVERY (1974)
 AO0137
 AO0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0178 ***********************************************************************
 GL0178  DESIGNATION -  Z 358
 GL0178  PID         -  GL0178
 GL0178  STATE/COUNTY-  TX/SHERMAN
 GL0178  USGS QUAD   -  CONLEN (1965)
 GL0178
 GL0178                         *CURRENT SURVEY CONTROL
 GL0178  ___________________________________________________________________
 GL0178* NAD 83(1986)-  36 07 30.     (N)    102 08 18.     (W)     SCALED    
 GL0178* NAVD 88     -      1137.337  (meters)    3731.41   (feet)  ADJUSTED  
 GL0178  ___________________________________________________________________
 GL0178  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 GL0178  DYNAMIC HT  -        1136.049 (meters)    3727.19  (feet)  COMP
 GL0178  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 GL0178
 GL0178  VERT ORDER  -  SECOND    CLASS 0
 GL0178
 GL0178.The horizontal coordinates were scaled from a topographic map and have
 GL0178.an estimated accuracy of +/- 6 seconds.
 GL0178
 GL0178.The orthometric height was determined by differential leveling
 GL0178.and adjusted by the National Geodetic Survey in June 1991..
 GL0178
 GL0178.The geoid height was determined by GEOID03.
 GL0178
 GL0178.The dynamic height is computed by dividing the NAVD 88
 GL0178.geopotential number by the normal gravity value computed on the
 GL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0178.degrees latitude (g = 980.6199 gals.).
 GL0178
 GL0178.The modeled gravity was interpolated from observed gravity values.
 GL0178
 GL0178;                    North         East    Units  Estimated Accuracy
 GL0178;SPC TX N     - 1,235,930.      142,540.      MT  (+/- 180 meters Scaled)
 GL0178
 GL0178                          SUPERSEDED SURVEY CONTROL
 GL0178
 GL0178.No superseded survey control is available for this station.
 GL0178
 GL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA575016(NAD 83)
 GL0178_MARKER: DB = BENCH MARK DISK
 GL0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0178_STAMPING: Z 358 1943
 GL0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0178+STABILITY: SURFACE MOTION
 GL0178
 GL0178  HISTORY     - Date     Condition        Report By
 GL0178  HISTORY     - 1943     MONUMENTED       CGS
 GL0178  HISTORY     - 1952     GOOD             NGS
 GL0178
 GL0178                          STATION DESCRIPTION
 GL0178
 GL0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0178'13.6 MI SE FROM CONLEN.
 GL0178'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0178'HIGHWAY 54 AT CONLEN, THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0178'THENCE 2.1 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1480 FEET WEST
 GL0178'ALONG AN EAST AND WEST FENCE, 1.0 MILE NORTHWEST OF A FARMHOUSE, 22
 GL0178'FEET EAST OF THE CENTER LINE OF AN ABANDONED TRAIL, 2.5 FEET NORTH OF
 GL0178'AN EAST AND WEST FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE
 GL0178'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0314 ***********************************************************************
 CD0314  DESIGNATION -  Z 359
 CD0314  PID         -  CD0314
 CD0314  STATE/COUNTY-  TX/CULBERSON
 CD0314  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0314
 CD0314                         *CURRENT SURVEY CONTROL
 CD0314  ___________________________________________________________________
 CD0314* NAD 83(1986)-  31 53 30.     (N)    104 48 20.     (W)     SCALED    
 CD0314* NAVD 88     -      1679.553  (meters)    5510.33   (feet)  ADJUSTED  
 CD0314  ___________________________________________________________________
 CD0314  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 CD0314  DYNAMIC HT  -        1676.901 (meters)    5501.63  (feet)  COMP
 CD0314  MODELED GRAV-     979,000.7   (mgal)                       NAVD 88
 CD0314
 CD0314  VERT ORDER  -  FIRST     CLASS II
 CD0314
 CD0314.The horizontal coordinates were scaled from a topographic map and have
 CD0314.an estimated accuracy of +/- 6 seconds.
 CD0314
 CD0314.The orthometric height was determined by differential leveling
 CD0314.and adjusted by the National Geodetic Survey in June 1991..
 CD0314
 CD0314.The geoid height was determined by GEOID03.
 CD0314
 CD0314.The dynamic height is computed by dividing the NAVD 88
 CD0314.geopotential number by the normal gravity value computed on the
 CD0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0314.degrees latitude (g = 980.6199 gals.).
 CD0314
 CD0314.The modeled gravity was interpolated from observed gravity values.
 CD0314
 CD0314;                    North         East    Units  Estimated Accuracy
 CD0314;SPC TX C     - 3,255,170.      277,020.      MT  (+/- 180 meters Scaled)
 CD0314
 CD0314                          SUPERSEDED SURVEY CONTROL
 CD0314
 CD0314  NGVD 29 (??/??/92) 1678.902  (m)         5508.20   (f) ADJ UNCH    1 2
 CD0314
 CD0314.Superseded values are not recommended for survey control.
 CD0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0314.See file dsdata.txt to determine how the superseded data were derived.
 CD0314
 CD0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER183284(NAD 83)
 CD0314_MARKER: DB = BENCH MARK DISK
 CD0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0314_SP_SET: BRIDGE
 CD0314_STAMPING: Z 359 1943
 CD0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0314
 CD0314  HISTORY     - Date     Condition        Report By
 CD0314  HISTORY     - 1943     MONUMENTED       CGS
 CD0314  HISTORY     - 1973     MARK NOT FOUND   USGS
 CD0314  HISTORY     - 1977     MARK NOT FOUND   NGS
 CD0314
 CD0314                          STATION DESCRIPTION
 CD0314
 CD0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0314'112 MI E FROM EL PASO.
 CD0314'IN CULBERSON COUNTY, ABOUT 112 MILES EAST ALONG U.S. HIGHWAYS 62 AND
 CD0314'180 FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 0.6 MILE NORTHEAST
 CD0314'OF PINE SPRINGS, AT A CONCRETE BRIDGE OVER A WIDE ROCK DRAW, IN THE
 CD0314'TOP OF THE NORTHEAST WING WALL, AND 15.5 FEET EAST OF THE CENTERLINE
 CD0314'OF THE HIGHWAY.  A STANDARD DISK, STAMPED Z 359 1943.
 CD0314
 CD0314                          STATION RECOVERY (1973)
 CD0314
 CD0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CD0314'MARK NOT FOUND.
 CD0314
 CD0314                          STATION RECOVERY (1977)
 CD0314
 CD0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0314'NOT RECOVERED THIS DATE.  BRIDGE NOT FOUND AND IS BELIEVED TO
 CD0314'HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0473 ***********************************************************************
 EN0473  DESIGNATION -  Z 361
 EN0473  PID         -  EN0473
 EN0473  STATE/COUNTY-  TX/RANDALL
 EN0473  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0473
 EN0473                         *CURRENT SURVEY CONTROL
 EN0473  ___________________________________________________________________
 EN0473* NAD 83(1986)-  34 55 48.     (N)    101 37 38.     (W)     SCALED    
 EN0473* NAVD 88     -       841.288  (meters)    2760.13   (feet)  ADJUSTED  
 EN0473  ___________________________________________________________________
 EN0473  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EN0473  DYNAMIC HT  -         840.299 (meters)    2756.88  (feet)  COMP
 EN0473  MODELED GRAV-     979,431.8   (mgal)                       NAVD 88
 EN0473
 EN0473  VERT ORDER  -  SECOND    CLASS 0
 EN0473
 EN0473.The horizontal coordinates were scaled from a topographic map and have
 EN0473.an estimated accuracy of +/- 6 seconds.
 EN0473
 EN0473.The orthometric height was determined by differential leveling
 EN0473.and adjusted by the National Geodetic Survey in June 1991..
 EN0473
 EN0473.The geoid height was determined by GEOID03.
 EN0473
 EN0473.The dynamic height is computed by dividing the NAVD 88
 EN0473.geopotential number by the normal gravity value computed on the
 EN0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0473.degrees latitude (g = 980.6199 gals.).
 EN0473
 EN0473.The modeled gravity was interpolated from observed gravity values.
 EN0473
 EN0473;                    North         East    Units  Estimated Accuracy
 EN0473;SPC TX N     - 1,103,180.      188,380.      MT  (+/- 180 meters Scaled)
 EN0473
 EN0473                          SUPERSEDED SURVEY CONTROL
 EN0473
 EN0473  NGVD 29 (??/??/92)  840.843  (m)         2758.67   (f) ADJ UNCH    2 0
 EN0473
 EN0473.Superseded values are not recommended for survey control.
 EN0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0473.See file dsdata.txt to determine how the superseded data were derived.
 EN0473
 EN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD600684(NAD 83)
 EN0473_MARKER: DB = BENCH MARK DISK
 EN0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0473_STAMPING: Z 361 1943
 EN0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0473+STABILITY: SURFACE MOTION
 EN0473
 EN0473  HISTORY     - Date     Condition        Report By
 EN0473  HISTORY     - 1943     MONUMENTED       CGS
 EN0473
 EN0473                          STATION DESCRIPTION
 EN0473
 EN0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0473'20 MI E FROM CANYON.
 EN0473'20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE COUNTY COUTHOUSE AT
 EN0473'CANYON, RANDALL COUNTY, IN PALO DURO CANYON, 50 YARDS WEST OF CREEK
 EN0473'CROSSING 9, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND JUST WEST
 EN0473'OF A SMALL SHRUB.  A STANDARD DISK, STAMPED Z 361 1943 AND SET IN THE
 EN0473'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1259 ***********************************************************************
 FL1259  DESIGNATION -  Z 362 RESET 1952
 FL1259  PID         -  FL1259
 FL1259  STATE/COUNTY-  TX/RANDALL
 FL1259  USGS QUAD   -  THE PALISADES (1973)
 FL1259
 FL1259                         *CURRENT SURVEY CONTROL
 FL1259  ___________________________________________________________________
 FL1259* NAD 83(1986)-  35 03 30.     (N)    101 50 51.     (W)     SCALED    
 FL1259* NAVD 88     -      1100.98   (meters)    3612.1    (feet)  RESET     
 FL1259  ___________________________________________________________________
 FL1259  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL1259
 FL1259  VERT ORDER  -  THIRD
 FL1259
 FL1259.The horizontal coordinates were scaled from a topographic map and have
 FL1259.an estimated accuracy of +/- 6 seconds.
 FL1259
 FL1259.The orthometric height was computed from unverified reset data.
 FL1259
 FL1259.The geoid height was determined by GEOID03.
 FL1259
 FL1259;                    North         East    Units  Estimated Accuracy
 FL1259;SPC TX N     - 1,117,460.      168,300.      MT  (+/- 180 meters Scaled)
 FL1259
 FL1259                          SUPERSEDED SURVEY CONTROL
 FL1259
 FL1259.No superseded survey control is available for this station.
 FL1259
 FL1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD403832(NAD 83)
 FL1259_MARKER: DB = BENCH MARK DISK
 FL1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1259_STAMPING: Z 362 1943 RESET 1952
 FL1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1259+STABILITY: SURFACE MOTION
 FL1259
 FL1259  HISTORY     - Date     Condition        Report By
 FL1259  HISTORY     - 1952     MONUMENTED       CGS
 FL1259
 FL1259                          STATION DESCRIPTION
 FL1259
 FL1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1259'9.8 MI NE FROM CANYON.
 FL1259'4.6 MILES EAST ALONG STATE HIGHWAY 217 FROM THE COURTHOUSE AT CANYON,
 FL1259'THENCE 5.2 MILES NORTH ALONG A DIRT ROAD, 193 FEET NORTH OF THE
 FL1259'EXTENDED CENTER LINE OF A DIRT ROAD LEADING WEST, 49 FEET EAST OF THE
 FL1259'CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT WEST OF A FENCE, 2 FEET
 FL1259'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL1259'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0262 ***********************************************************************
 FL0262  DESIGNATION -  Z 363
 FL0262  PID         -  FL0262
 FL0262  STATE/COUNTY-  TX/WHEELER
 FL0262  USGS QUAD   -  RAMSDELL (1963)
 FL0262
 FL0262                         *CURRENT SURVEY CONTROL
 FL0262  ___________________________________________________________________
 FL0262* NAD 83(1986)-  35 12 42.     (N)    100 26 27.     (W)     SCALED    
 FL0262* NAVD 88     -       798.534  (meters)    2619.86   (feet)  ADJUSTED  
 FL0262  ___________________________________________________________________
 FL0262  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL0262  DYNAMIC HT  -         797.682 (meters)    2617.06  (feet)  COMP
 FL0262  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 FL0262
 FL0262  VERT ORDER  -  FIRST     CLASS II
 FL0262
 FL0262.The horizontal coordinates were scaled from a topographic map and have
 FL0262.an estimated accuracy of +/- 6 seconds.
 FL0262
 FL0262.The orthometric height was determined by differential leveling
 FL0262.and adjusted by the National Geodetic Survey in June 1991..
 FL0262
 FL0262.The geoid height was determined by GEOID03.
 FL0262
 FL0262.The dynamic height is computed by dividing the NAVD 88
 FL0262.geopotential number by the normal gravity value computed on the
 FL0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0262.degrees latitude (g = 980.6199 gals.).
 FL0262
 FL0262.The modeled gravity was interpolated from observed gravity values.
 FL0262
 FL0262;                    North         East    Units  Estimated Accuracy
 FL0262;SPC TX N     - 1,134,940.      296,430.      MT  (+/- 180 meters Scaled)
 FL0262
 FL0262                          SUPERSEDED SURVEY CONTROL
 FL0262
 FL0262  NGVD 29 (??/??/92)  798.230  (m)         2618.86   (f) ADJ UNCH    1 2
 FL0262
 FL0262.Superseded values are not recommended for survey control.
 FL0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0262.See file dsdata.txt to determine how the superseded data were derived.
 FL0262
 FL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD688974(NAD 83)
 FL0262_MARKER: DB = BENCH MARK DISK
 FL0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0262_STAMPING: Z 363 1943
 FL0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0262+STABILITY: SURFACE MOTION
 FL0262
 FL0262  HISTORY     - Date     Condition        Report By
 FL0262  HISTORY     - 1943     MONUMENTED       CGS
 FL0262  HISTORY     - 1953     GOOD             NGS
 FL0262  HISTORY     - 1955     GOOD             NGS
 FL0262
 FL0262                          STATION DESCRIPTION
 FL0262
 FL0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0262'1.55 MI N FROM RAMSDELL.
 FL0262'0.25 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0262'FROM THE STATION SIGN AT RAMSDELL, THENCE 1.3 MILES NORTH ALONG A
 FL0262'GRADED DIRT ROAD, 52 FEET WEST OF THE CENTER LINE OF A ROAD, 37 FEET
 FL0262'SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 38 FEET
 FL0262'NORTHWEST OF A JOG IN A FENCE, 2 FEET NORTHEAST OF A FENCE, 2 FEET
 FL0262'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0262'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FL0262
 FL0262                          STATION RECOVERY (1955)
 FL0262
 FL0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0173 ***********************************************************************
 DQ0173  DESIGNATION -  Z 364
 DQ0173  PID         -  DQ0173
 DQ0173  STATE/COUNTY-  TX/YOAKUM
 DQ0173  USGS QUAD   -  INK BASIN (1971)
 DQ0173
 DQ0173                         *CURRENT SURVEY CONTROL
 DQ0173  ___________________________________________________________________
 DQ0173* NAD 83(1986)-  33 03 06.     (N)    102 53 17.     (W)     SCALED    
 DQ0173* NAVD 88     -      1103.786  (meters)    3621.34   (feet)  ADJUSTED  
 DQ0173  ___________________________________________________________________
 DQ0173  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 DQ0173  DYNAMIC HT  -        1102.315 (meters)    3616.51  (feet)  COMP
 DQ0173  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 DQ0173
 DQ0173  VERT ORDER  -  SECOND    CLASS 0
 DQ0173
 DQ0173.The horizontal coordinates were scaled from a topographic map and have
 DQ0173.an estimated accuracy of +/- 6 seconds.
 DQ0173
 DQ0173.The orthometric height was determined by differential leveling
 DQ0173.and adjusted by the National Geodetic Survey in June 1991..
 DQ0173
 DQ0173.The geoid height was determined by GEOID03.
 DQ0173
 DQ0173.The dynamic height is computed by dividing the NAVD 88
 DQ0173.geopotential number by the normal gravity value computed on the
 DQ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0173.degrees latitude (g = 980.6199 gals.).
 DQ0173
 DQ0173.The modeled gravity was interpolated from observed gravity values.
 DQ0173
 DQ0173;                    North         East    Units  Estimated Accuracy
 DQ0173;SPC TXNC     - 2,162,140.      190,330.      MT  (+/- 180 meters Scaled)
 DQ0173
 DQ0173                          SUPERSEDED SURVEY CONTROL
 DQ0173
 DQ0173  NGVD 29 (??/??/92) 1103.403  (m)         3620.08   (f) ADJ UNCH    2 0
 DQ0173
 DQ0173.Superseded values are not recommended for survey control.
 DQ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0173.See file dsdata.txt to determine how the superseded data were derived.
 DQ0173
 DQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS971589(NAD 83)
 DQ0173_MARKER: DB = BENCH MARK DISK
 DQ0173_SETTING: 0 = UNSPECIFIED SETTING
 DQ0173_STAMPING: Z 364 1943
 DQ0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0173
 DQ0173  HISTORY     - Date     Condition        Report By
 DQ0173  HISTORY     - 1943     MONUMENTED       CGS
 DQ0173  HISTORY     - 1971     GOOD             USGS
 DQ0173
 DQ0173                          STATION DESCRIPTION
 DQ0173
 DQ0173'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DQ0173'7.4 MI NW FROM DENVER CITY.
 DQ0173'7.4 MILES NW OF DENVER CITY, FORM THE POST OFFICE AT DENVER CITY,
 DQ0173'TEXAS (NW CORNER OF BRADY AVE. AND E 4TH ST) GO SOUTH 0.25 MILES (3
 DQ0173'BLOCKS) TO STATE HIGHWAY 83, TURN RIGHT (WEST) AND CONTINUE FOR 3.6
 DQ0173'MILES TO THE INTERSECTION OF FARM ROAD 1622.  TURN RIGHT (NORTH) AND
 DQ0173'CONTINUE FOR 6.2 MILES TO A CLICHE ROAD LEADING EAST.  BM IS 50 FT.
 DQ0173'WEST OF THE FARM ROAD, 6 FT. SOUTH AND 2 FT. EAST OF FENCE CORNER.
 DQ0173'STANDARD DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0235 ***********************************************************************
 DQ0235  DESIGNATION -  Z 366
 DQ0235  PID         -  DQ0235
 DQ0235  STATE/COUNTY-  TX/COCHRAN
 DQ0235  USGS QUAD   -  WHITEFACE (1965)
 DQ0235
 DQ0235                         *CURRENT SURVEY CONTROL
 DQ0235  ___________________________________________________________________
 DQ0235* NAD 83(1986)-  33 35 55.     (N)    102 36 54.     (W)     SCALED    
 DQ0235* NAVD 88     -      1123.033  (meters)    3684.48   (feet)  ADJUSTED  
 DQ0235  ___________________________________________________________________
 DQ0235  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 DQ0235  DYNAMIC HT  -        1121.558 (meters)    3679.64  (feet)  COMP
 DQ0235  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 DQ0235
 DQ0235  VERT ORDER  -  SECOND    CLASS 0
 DQ0235
 DQ0235.The horizontal coordinates were scaled from a topographic map and have
 DQ0235.an estimated accuracy of +/- 6 seconds.
 DQ0235
 DQ0235.The orthometric height was determined by differential leveling
 DQ0235.and adjusted by the National Geodetic Survey in June 1991..
 DQ0235
 DQ0235.The geoid height was determined by GEOID03.
 DQ0235
 DQ0235.The dynamic height is computed by dividing the NAVD 88
 DQ0235.geopotential number by the normal gravity value computed on the
 DQ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0235.degrees latitude (g = 980.6199 gals.).
 DQ0235
 DQ0235.The modeled gravity was interpolated from observed gravity values.
 DQ0235
 DQ0235;                    North         East    Units  Estimated Accuracy
 DQ0235;SPC TXNC     - 2,221,720.      218,190.      MT  (+/- 180 meters Scaled)
 DQ0235
 DQ0235                          SUPERSEDED SURVEY CONTROL
 DQ0235
 DQ0235  NGVD 29 (??/??/92) 1122.624  (m)         3683.14   (f) ADJ UNCH    2 0
 DQ0235
 DQ0235.Superseded values are not recommended for survey control.
 DQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0235.See file dsdata.txt to determine how the superseded data were derived.
 DQ0235
 DQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT213202(NAD 83)
 DQ0235_MARKER: DB = BENCH MARK DISK
 DQ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0235_STAMPING: Z 366 1943
 DQ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0235+STABILITY: SURFACE MOTION
 DQ0235
 DQ0235  HISTORY     - Date     Condition        Report By
 DQ0235  HISTORY     - 1943     MONUMENTED       CGS
 DQ0235
 DQ0235                          STATION DESCRIPTION
 DQ0235
 DQ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0235'IN WHITEFACE.
 DQ0235'THIS MARK IS AT WHITEFACE, COCHRAN COUNTY, ABOUT 250.0 FEET WEST OF
 DQ0235'THE WEST SIDE OF THE PANHANDLE AND SANTA FE RAILWAY STATION, 24.0 FEET
 DQ0235'WEST OF A ROAD RUNNING NORTH-SOUTH, 21.0 FEET NORTH OF THE NORTH RAIL
 DQ0235'OF THE RAILROAD, 5.5 FEET EAST OF A POWER POLE, PROJECTING ABOUT
 DQ0235'7-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHEAST OF A WHITE REFERENCE
 DQ0235'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0219 ***********************************************************************
 GL0219  DESIGNATION -  Z 368
 GL0219  PID         -  GL0219
 GL0219  STATE/COUNTY-  TX/SHERMAN
 GL0219  USGS QUAD   -  LAUTZ (1965)
 GL0219
 GL0219                         *CURRENT SURVEY CONTROL
 GL0219  ___________________________________________________________________
 GL0219* NAD 83(1986)-  36 12 57.     (N)    102 02 13.     (W)     SCALED    
 GL0219* NAVD 88     -      1105.816  (meters)    3628.00   (feet)  ADJUSTED  
 GL0219  ___________________________________________________________________
 GL0219  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 GL0219  DYNAMIC HT  -        1104.584 (meters)    3623.96  (feet)  COMP
 GL0219  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 GL0219
 GL0219  VERT ORDER  -  SECOND    CLASS 0
 GL0219
 GL0219.The horizontal coordinates were scaled from a topographic map and have
 GL0219.an estimated accuracy of +/- 6 seconds.
 GL0219
 GL0219.The orthometric height was determined by differential leveling
 GL0219.and adjusted by the National Geodetic Survey in June 1991..
 GL0219
 GL0219.The geoid height was determined by GEOID03.
 GL0219
 GL0219.The dynamic height is computed by dividing the NAVD 88
 GL0219.geopotential number by the normal gravity value computed on the
 GL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0219.degrees latitude (g = 980.6199 gals.).
 GL0219
 GL0219.The modeled gravity was interpolated from observed gravity values.
 GL0219
 GL0219;                    North         East    Units  Estimated Accuracy
 GL0219;SPC TX N     - 1,245,960.      151,720.      MT  (+/- 180 meters Scaled)
 GL0219
 GL0219                          SUPERSEDED SURVEY CONTROL
 GL0219
 GL0219.No superseded survey control is available for this station.
 GL0219
 GL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA663119(NAD 83)
 GL0219_MARKER: DB = BENCH MARK DISK
 GL0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0219_STAMPING: Z 368 1943
 GL0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0219+STABILITY: SURFACE MOTION
 GL0219
 GL0219  HISTORY     - Date     Condition        Report By
 GL0219  HISTORY     - 1943     MONUMENTED       CGS
 GL0219  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0219
 GL0219                          STATION DESCRIPTION
 GL0219
 GL0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0219'9.0 MI S FROM STRATFORD.
 GL0219'THIS MARK IS ABOUT 9.0 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0219'THE STATION AT STRATFORD, SHERMAN COUNTY, 96.0 FEET EAST OF MILEPOST
 GL0219'77, 2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 47.0 FEET EAST OF
 GL0219'THE EAST RAIL, 51.0 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 287,
 GL0219'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHWEST OF A
 GL0219'WHITE REFERENCE POST.  NOTE-- HIGHWAY HAS BEEN WIDENED AND RESURFACED.
 GL0219
 GL0219                          STATION RECOVERY (1965)
 GL0219
 GL0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0157 ***********************************************************************
 GK0157  DESIGNATION -  Z 369
 GK0157  PID         -  GK0157
 GK0157  STATE/COUNTY-  TX/OCHILTREE
 GK0157  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK0157
 GK0157                         *CURRENT SURVEY CONTROL
 GK0157  ___________________________________________________________________
 GK0157* NAD 83(1986)-  36 11 16.     (N)    100 45 37.     (W)     SCALED    
 GK0157* NAVD 88     -       880.618  (meters)    2889.16   (feet)  ADJUSTED  
 GK0157  ___________________________________________________________________
 GK0157  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GK0157  DYNAMIC HT  -         879.683 (meters)    2886.09  (feet)  COMP
 GK0157  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 GK0157
 GK0157  VERT ORDER  -  SECOND    CLASS 0
 GK0157
 GK0157.The horizontal coordinates were scaled from a topographic map and have
 GK0157.an estimated accuracy of +/- 6 seconds.
 GK0157
 GK0157.The orthometric height was determined by differential leveling
 GK0157.and adjusted by the National Geodetic Survey in June 1991..
 GK0157
 GK0157.The geoid height was determined by GEOID03.
 GK0157
 GK0157.The dynamic height is computed by dividing the NAVD 88
 GK0157.geopotential number by the normal gravity value computed on the
 GK0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0157.degrees latitude (g = 980.6199 gals.).
 GK0157
 GK0157.The modeled gravity was interpolated from observed gravity values.
 GK0157
 GK0157;                    North         East    Units  Estimated Accuracy
 GK0157;SPC TX N     - 1,242,960.      266,540.      MT  (+/- 180 meters Scaled)
 GK0157
 GK0157                          SUPERSEDED SURVEY CONTROL
 GK0157
 GK0157  NGVD 29 (??/??/92)  880.241  (m)         2887.92   (f) ADJ UNCH    2 0
 GK0157
 GK0157.Superseded values are not recommended for survey control.
 GK0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0157.See file dsdata.txt to determine how the superseded data were derived.
 GK0157
 GK0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF417062(NAD 83)
 GK0157_MARKER: DB = BENCH MARK DISK
 GK0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0157_STAMPING: Z 369 1943
 GK0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0157+STABILITY: SURFACE MOTION
 GK0157
 GK0157  HISTORY     - Date     Condition        Report By
 GK0157  HISTORY     - 1943     MONUMENTED       CGS
 GK0157  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0157
 GK0157                          STATION DESCRIPTION
 GK0157
 GK0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0157'3.4 MI N FROM BULER.
 GK0157'3.4 MILES NORTH AND 3.3 MILES EAST ALONG GRADED ROADS FROM THE OLD
 GK0157'STORE AND POST OFFICE AT BULER, ON THE EAST SIDE OF A VALLEY, ON THE
 GK0157'TOP OF A RISE, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 GK0157'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 369 1943
 GK0157'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 GK0157'GROUND.
 GK0157
 GK0157                          STATION RECOVERY (1973)
 GK0157
 GK0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0229 ***********************************************************************
 AO0229  DESIGNATION -  Z 37
 AO0229  PID         -  AO0229
 AO0229  STATE/COUNTY-  TX/LA SALLE
 AO0229  USGS QUAD   -  MILLETT (1974)
 AO0229
 AO0229                         *CURRENT SURVEY CONTROL
 AO0229  ___________________________________________________________________
 AO0229* NAD 83(1986)-  28 30 33.     (N)    099 13 04.     (W)     SCALED    
 AO0229* NAVD 88     -       171.022  (meters)     561.09   (feet)  ADJUSTED  
 AO0229  ___________________________________________________________________
 AO0229  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AO0229  DYNAMIC HT  -         170.766 (meters)     560.25  (feet)  COMP
 AO0229  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AO0229
 AO0229  VERT ORDER  -  FIRST     CLASS II
 AO0229
 AO0229.The horizontal coordinates were scaled from a topographic map and have
 AO0229.an estimated accuracy of +/- 6 seconds.
 AO0229
 AO0229.The orthometric height was determined by differential leveling
 AO0229.and adjusted by the National Geodetic Survey in June 1991..
 AO0229.WARNING-Repeat measurements at this control monument indicate possible
 AO0229.vertical movement.
 AO0229
 AO0229.The geoid height was determined by GEOID03.
 AO0229
 AO0229.The dynamic height is computed by dividing the NAVD 88
 AO0229.geopotential number by the normal gravity value computed on the
 AO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0229.degrees latitude (g = 980.6199 gals.).
 AO0229
 AO0229.The modeled gravity was interpolated from observed gravity values.
 AO0229
 AO0229;                    North         East    Units  Estimated Accuracy
 AO0229;SPC TXSC     - 4,074,920.      578,680.      MT  (+/- 180 meters Scaled)
 AO0229
 AO0229                          SUPERSEDED SURVEY CONTROL
 AO0229
 AO0229  NGVD 29 (??/??/92)  170.892  (m)          560.67   (f) ADJ UNCH    1 2
 AO0229
 AO0229.Superseded values are not recommended for survey control.
 AO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0229.See file dsdata.txt to determine how the superseded data were derived.
 AO0229
 AO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS786536(NAD 83)
 AO0229_MARKER: Z = SEE DESCRIPTION
 AO0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0229_SP_SET: STONE POST
 AO0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0229
 AO0229  HISTORY     - Date     Condition        Report By
 AO0229  HISTORY     - UNK      MONUMENTED       CGS
 AO0229  HISTORY     - 1956     GOOD             NGS
 AO0229  HISTORY     - 1958     GOOD             NGS
 AO0229
 AO0229                          STATION DESCRIPTION
 AO0229
 AO0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0229'0.6 MI S FROM GARDENDALE.
 AO0229'0.6 MILE SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0229'FROM THE STATION AT GARDENDALE, 77 FEET WEST OF THE 6TH POLE SOUTH OF
 AO0229'MILEPOST 340, 36.4 FEET WEST OF THE WEST RAIL, 62 FEET EAST OF THE
 AO0229'CENTER LINE OF U.S. HIGHWAY 81, 8.7 FEET EAST OF A FENCE, 1 FOOT SOUTH
 AO0229'OF A WITNESS POST, IN THE TOP OF A STONE POST WHICH PROJECTS 0.6 FOOT
 AO0229'ABOVE THE GROUND.
 AO0229
 AO0229                          STATION RECOVERY (1958)
 AO0229
 AO0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1546 ***********************************************************************
 GL1546  DESIGNATION -  Z 371 RESET
 GL1546  PID         -  GL1546
 GL1546  STATE/COUNTY-  TX/DALLAM
 GL1546  USGS QUAD   -  WILCO NE (1965)
 GL1546
 GL1546                         *CURRENT SURVEY CONTROL
 GL1546  ___________________________________________________________________
 GL1546* NAD 83(1986)-  36 09 10.     (N)    102 20 56.     (W)     SCALED    
 GL1546* NAVD 88     -      1202.30   (meters)    3944.5    (feet)  RESET     
 GL1546  ___________________________________________________________________
 GL1546  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 GL1546
 GL1546  VERT ORDER  -  THIRD
 GL1546
 GL1546.The horizontal coordinates were scaled from a topographic map and have
 GL1546.an estimated accuracy of +/- 6 seconds.
 GL1546
 GL1546.The orthometric height was computed from unverified reset data.
 GL1546
 GL1546.The geoid height was determined by GEOID03.
 GL1546
 GL1546;                    North         East    Units  Estimated Accuracy
 GL1546;SPC TX N     - 1,239,160.      123,610.      MT  (+/- 180 meters Scaled)
 GL1546
 GL1546                          SUPERSEDED SURVEY CONTROL
 GL1546
 GL1546.No superseded survey control is available for this station.
 GL1546
 GL1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA385041(NAD 83)
 GL1546_MARKER: DV = VERTICAL CONTROL DISK
 GL1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1546_SP_SET: CONCRETE POST
 GL1546_STAMPING: Z 371 RESET 1987
 GL1546_MARK LOGO: NGS   
 GL1546_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1546+STABILITY: SURFACE MOTION
 GL1546
 GL1546  HISTORY     - Date     Condition        Report By
 GL1546  HISTORY     - 1987     MONUMENTED       TXHD
 GL1546
 GL1546                          STATION DESCRIPTION
 GL1546
 GL1546'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1987
 GL1546'1.45 MILES (2.33 KM) EAST OF THE INTERSECTION OF US 54 AND F.M. 3212,
 GL1546'AT 49 FEET (14.9 M) SOUTH OF THE CENTERLINE OF F.M. 3212, FLUSH WITH
 GL1546'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0524 ***********************************************************************
 GK0524  DESIGNATION -  Z 373 RESET 1952
 GK0524  PID         -  GK0524
 GK0524  STATE/COUNTY-  TX/SHERMAN
 GK0524  USGS QUAD   -  PLEASURE POND (1974)
 GK0524
 GK0524                         *CURRENT SURVEY CONTROL
 GK0524  ___________________________________________________________________
 GK0524* NAD 83(1986)-  36 10 05.     (N)    101 45 06.     (W)     SCALED    
 GK0524* NAVD 88     -      1058.662  (meters)    3473.29   (feet)  ADJUSTED  
 GK0524  ___________________________________________________________________
 GK0524  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 GK0524  DYNAMIC HT  -        1057.484 (meters)    3469.43  (feet)  COMP
 GK0524  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 GK0524
 GK0524  VERT ORDER  -  SECOND    CLASS 0
 GK0524
 GK0524.The horizontal coordinates were scaled from a topographic map and have
 GK0524.an estimated accuracy of +/- 6 seconds.
 GK0524
 GK0524.The orthometric height was determined by differential leveling
 GK0524.and adjusted by the National Geodetic Survey in June 1991..
 GK0524
 GK0524.The geoid height was determined by GEOID03.
 GK0524
 GK0524.The dynamic height is computed by dividing the NAVD 88
 GK0524.geopotential number by the normal gravity value computed on the
 GK0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0524.degrees latitude (g = 980.6199 gals.).
 GK0524
 GK0524.The modeled gravity was interpolated from observed gravity values.
 GK0524
 GK0524;                    North         East    Units  Estimated Accuracy
 GK0524;SPC TX N     - 1,240,550.      177,360.      MT  (+/- 180 meters Scaled)
 GK0524
 GK0524                          SUPERSEDED SURVEY CONTROL
 GK0524
 GK0524  NGVD 29 (??/??/92) 1058.167  (m)         3471.67   (f) ADJ UNCH    2 0
 GK0524
 GK0524.Superseded values are not recommended for survey control.
 GK0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0524.See file dsdata.txt to determine how the superseded data were derived.
 GK0524
 GK0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF524060(NAD 83)
 GK0524_MARKER: DB = BENCH MARK DISK
 GK0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0524_STAMPING: Z 373 1943 RESET 1952
 GK0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0524+STABILITY: SURFACE MOTION
 GK0524
 GK0524  HISTORY     - Date     Condition        Report By
 GK0524  HISTORY     - 1952     MONUMENTED       CGS
 GK0524
 GK0524                          STATION DESCRIPTION
 GK0524
 GK0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0524'29.5 MI SE FROM STRATFORD.
 GK0524'18.4 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0524'PACIFIC RAILROAD STATION AT STRATFORD, THENCE 11.1 MILES SOUTH ALONG A
 GK0524'GRADED DIRT ROAD, 60 FEET SOUTH OF AN EAST AND WEST FENCE,59 FEET
 GK0524'SOUTH OF A POWER POLE, 29 FEET EAST OF THE CENTER LINE OF THE ROAD, 1
 GK0524'FOOT WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 GK0524'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0309 ***********************************************************************
 GK0309  DESIGNATION -  Z 374
 GK0309  PID         -  GK0309
 GK0309  STATE/COUNTY-  TX/HANSFORD
 GK0309  USGS QUAD   -  GRUVER (1973)
 GK0309
 GK0309                         *CURRENT SURVEY CONTROL
 GK0309  ___________________________________________________________________
 GK0309* NAD 83(1986)-  36 15 11.     (N)    101 22 56.     (W)     SCALED    
 GK0309* NAVD 88     -       951.957  (meters)    3123.21   (feet)  ADJUSTED  
 GK0309  ___________________________________________________________________
 GK0309  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GK0309  DYNAMIC HT  -         950.929 (meters)    3119.84  (feet)  COMP
 GK0309  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 GK0309
 GK0309  VERT ORDER  -  SECOND    CLASS 0
 GK0309
 GK0309.The horizontal coordinates were scaled from a topographic map and have
 GK0309.an estimated accuracy of +/- 6 seconds.
 GK0309
 GK0309.The orthometric height was determined by differential leveling
 GK0309.and adjusted by the National Geodetic Survey in June 1991..
 GK0309
 GK0309.The geoid height was determined by GEOID03.
 GK0309
 GK0309.The dynamic height is computed by dividing the NAVD 88
 GK0309.geopotential number by the normal gravity value computed on the
 GK0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0309.degrees latitude (g = 980.6199 gals.).
 GK0309
 GK0309.The modeled gravity was interpolated from observed gravity values.
 GK0309
 GK0309;                    North         East    Units  Estimated Accuracy
 GK0309;SPC TX N     - 1,249,960.      210,590.      MT  (+/- 180 meters Scaled)
 GK0309
 GK0309                          SUPERSEDED SURVEY CONTROL
 GK0309
 GK0309  NGVD 29 (??/??/92)  951.506  (m)         3121.73   (f) ADJ UNCH    2 0
 GK0309
 GK0309.Superseded values are not recommended for survey control.
 GK0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0309.See file dsdata.txt to determine how the superseded data were derived.
 GK0309
 GK0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF859146(NAD 83)
 GK0309_MARKER: DB = BENCH MARK DISK
 GK0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0309_SP_SET: ABUTMENT
 GK0309_STAMPING: Z 374 1943
 GK0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0309
 GK0309  HISTORY     - Date     Condition        Report By
 GK0309  HISTORY     - 1943     MONUMENTED       CGS
 GK0309  HISTORY     - 1968     GOOD             NGS
 GK0309
 GK0309                          STATION DESCRIPTION
 GK0309
 GK0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0309'1.8 MI SE FROM GRUVER.
 GK0309'THIS MARK IS ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 282 FROM
 GK0309'THE CITY WATER TOWER AT GRUVER, HANSFORD COUNTY, SET IN THE SOUTHWEST
 GK0309'END OF THE NORTHWEST ABUTMENT OF FARWELL CREEK BRIDGE, 14.0 FEET
 GK0309'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  NOTE-- BRIDGE W/BM IS TO
 GK0309'BE TORN DOWN.
 GK0309
 GK0309                          STATION RECOVERY (1968)
 GK0309
 GK0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GK0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0310 ***********************************************************************
 GK0310  DESIGNATION -  Z 374 RESET 1968
 GK0310  PID         -  GK0310
 GK0310  STATE/COUNTY-  TX/HANSFORD
 GK0310  USGS QUAD   -  GRUVER (1973)
 GK0310
 GK0310                         *CURRENT SURVEY CONTROL
 GK0310  ___________________________________________________________________
 GK0310* NAD 83(1986)-  36 15 13.     (N)    101 22 56.     (W)     SCALED    
 GK0310* NAVD 88     -       951.47   (meters)    3121.6    (feet)  RESET     
 GK0310  ___________________________________________________________________
 GK0310  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GK0310
 GK0310  VERT ORDER  -  THIRD
 GK0310
 GK0310.The horizontal coordinates were scaled from a topographic map and have
 GK0310.an estimated accuracy of +/- 6 seconds.
 GK0310
 GK0310.The orthometric height was computed from unverified reset data.
 GK0310
 GK0310.The geoid height was determined by GEOID03.
 GK0310
 GK0310;                    North         East    Units  Estimated Accuracy
 GK0310;SPC TX N     - 1,250,030.      210,590.      MT  (+/- 180 meters Scaled)
 GK0310
 GK0310                          SUPERSEDED SURVEY CONTROL
 GK0310
 GK0310.No superseded survey control is available for this station.
 GK0310
 GK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF859147(NAD 83)
 GK0310_MARKER: DB = BENCH MARK DISK
 GK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0310_STAMPING: Z 374 RESET 1968
 GK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0310+STABILITY: SURFACE MOTION
 GK0310
 GK0310  HISTORY     - Date     Condition        Report By
 GK0310  HISTORY     - 1968     MONUMENTED       CGS
 GK0310
 GK0310                          STATION DESCRIPTION
 GK0310
 GK0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GK0310'1.6 MI E FROM GRUVER.
 GK0310'ABOUT 0.6 MILE EAST ALONG BUSINESS ROUTE 15 FROM THE JUNCTION OF
 GK0310'STATE HIGHWAY 136 IN GRUVER,THENCE 1.0 MILE EASTERLY ALONG STATE
 GK0310'HIGHWAY 15 TO SITE OF BENCH MARK, 100 FEET WEST OF A BRIDGE, 100 FEET
 GK0310'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 15, 3 FEET EAST OF A
 GK0310'FENCE CORNER, ABOUT 100 YEARDS EAST OF ROAD LEADING SOUTH, AND 1 FOOT
 GK0310'WEST OF A METAL WITNESS POST. A STANDARD C AND GS BENCH MARK DISK, SET
 GK0310'IN A 10 IN.X 10 IN. CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 GK0310'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0195 ***********************************************************************
 FM0195  DESIGNATION -  Z 375 RESET 1947
 FM0195  PID         -  FM0195
 FM0195  STATE/COUNTY-  TX/HARTLEY
 FM0195  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0195
 FM0195                         *CURRENT SURVEY CONTROL
 FM0195  ___________________________________________________________________
 FM0195* NAD 83(1986)-  35 41 37.     (N)    102 12 38.     (W)     SCALED    
 FM0195* NAVD 88     -      1125.02   (meters)    3691.0    (feet)  RESET     
 FM0195  ___________________________________________________________________
 FM0195  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FM0195
 FM0195  VERT ORDER  -  THIRD
 FM0195
 FM0195.The horizontal coordinates were scaled from a topographic map and have
 FM0195.an estimated accuracy of +/- 6 seconds.
 FM0195
 FM0195.The orthometric height was computed from unverified reset data.
 FM0195
 FM0195.The geoid height was determined by GEOID03.
 FM0195
 FM0195;                    North         East    Units  Estimated Accuracy
 FM0195;SPC TX N     - 1,188,120.      135,690.      MT  (+/- 180 meters Scaled)
 FM0195
 FM0195                          SUPERSEDED SURVEY CONTROL
 FM0195
 FM0195.No superseded survey control is available for this station.
 FM0195
 FM0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV524535(NAD 83)
 FM0195_MARKER: DB = BENCH MARK DISK
 FM0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0195_STAMPING: Z 375 RESET 1947
 FM0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0195+STABILITY: SURFACE MOTION
 FM0195
 FM0195  HISTORY     - Date     Condition        Report By
 FM0195  HISTORY     - 1947     MONUMENTED       CGS
 FM0195  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0195
 FM0195                          STATION DESCRIPTION
 FM0195
 FM0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FM0195'7.8 MI E FROM CHANNING.
 FM0195'ABOUT 7.8 MILES EAST ALONG STATE HIGHWAY NO. 354 FROM THE POST OFFICE
 FM0195'AT CHANNING, 3 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 250 FEET
 FM0195'SOUTH OF A WELL AND TANK AND 17 YARDS WEST OF A GATE POST AND A ROAD
 FM0195'LEADING TO THE WELL.  THIS IS 14.3 MILES WEST FROM THE JUNCTION OF
 FM0195'HIGHWAYS NOS. 287 AND 354.
 FM0195
 FM0195                          STATION RECOVERY (1971)
 FM0195
 FM0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0217 ***********************************************************************
 FM0217  DESIGNATION -  Z 377
 FM0217  PID         -  FM0217
 FM0217  STATE/COUNTY-  TX/HARTLEY
 FM0217  USGS QUAD   -  CHANNING NW (1971)
 FM0217
 FM0217                         *CURRENT SURVEY CONTROL
 FM0217  ___________________________________________________________________
 FM0217* NAD 83(1986)-  35 42 19.     (N)    102 26 56.     (W)     SCALED    
 FM0217* NAVD 88     -      1097.182  (meters)    3599.67   (feet)  ADJUSTED  
 FM0217  ___________________________________________________________________
 FM0217  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 FM0217  DYNAMIC HT  -        1095.899 (meters)    3595.46  (feet)  COMP
 FM0217  MODELED GRAV-     979,427.0   (mgal)                       NAVD 88
 FM0217
 FM0217  VERT ORDER  -  SECOND    CLASS 0
 FM0217
 FM0217.The horizontal coordinates were scaled from a topographic map and have
 FM0217.an estimated accuracy of +/- 6 seconds.
 FM0217
 FM0217.The orthometric height was determined by differential leveling
 FM0217.and adjusted by the National Geodetic Survey in June 1991..
 FM0217
 FM0217.The geoid height was determined by GEOID03.
 FM0217
 FM0217.The dynamic height is computed by dividing the NAVD 88
 FM0217.geopotential number by the normal gravity value computed on the
 FM0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0217.degrees latitude (g = 980.6199 gals.).
 FM0217
 FM0217.The modeled gravity was interpolated from observed gravity values.
 FM0217
 FM0217;                    North         East    Units  Estimated Accuracy
 FM0217;SPC TX N     - 1,189,590.      114,140.      MT  (+/- 180 meters Scaled)
 FM0217
 FM0217                          SUPERSEDED SURVEY CONTROL
 FM0217
 FM0217  NGVD 29 (??/??/92) 1096.650  (m)         3597.93   (f) ADJ UNCH    2 0
 FM0217
 FM0217.Superseded values are not recommended for survey control.
 FM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0217.See file dsdata.txt to determine how the superseded data were derived.
 FM0217
 FM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV308542(NAD 83)
 FM0217_MARKER: DB = BENCH MARK DISK
 FM0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0217_STAMPING: Z 377 1943
 FM0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0217+STABILITY: SURFACE MOTION
 FM0217
 FM0217  HISTORY     - Date     Condition        Report By
 FM0217  HISTORY     - 1943     MONUMENTED       CGS
 FM0217  HISTORY     - 1971     GOOD             USGS
 FM0217
 FM0217                          STATION DESCRIPTION
 FM0217
 FM0217'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0217'7.3 MI NW FROM CHANNING.
 FM0217'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354 AND
 FM0217'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0217'5.9 MILES TO A DIRT ROAD LEADING NORTHWEST.  TURN RIGHT ONTO A GRADED
 FM0217'GRAVEL ROAD FOR 1.4 MILES TO A T-ROAD NORTH AND THE BENCH MARK ON THE
 FM0217'LEFT.  THE MARK IS 125 FT. WEST OF THE CENTERLINE OF THE ROAD LEADING
 FM0217'NORTH AND 63 FT. SOUTH OF THE CENTERLINE OF THE MAIN ROAD.  A STANDARD
 FM0217'DISK STAMPED, Z377 1943, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0282 ***********************************************************************
 FL0282  DESIGNATION -  Z 378 RESET 1959
 FL0282  PID         -  FL0282
 FL0282  STATE/COUNTY-  TX/WHEELER
 FL0282  USGS QUAD   -  WHEELER SE (1976)
 FL0282
 FL0282                         *CURRENT SURVEY CONTROL
 FL0282  ___________________________________________________________________
 FL0282* NAD 83(1986)-  35 15 01.     (N)    100 20 34.     (W)     SCALED    
 FL0282* NAVD 88     -       726.91   (meters)    2384.9    (feet)  RESET     
 FL0282  ___________________________________________________________________
 FL0282  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL0282
 FL0282  VERT ORDER  -  THIRD
 FL0282
 FL0282.The horizontal coordinates were scaled from a topographic map and have
 FL0282.an estimated accuracy of +/- 6 seconds.
 FL0282
 FL0282.The orthometric height was computed from unverified reset data.
 FL0282
 FL0282.The geoid height was determined by GEOID03.
 FL0282
 FL0282;                    North         East    Units  Estimated Accuracy
 FL0282;SPC TX N     - 1,139,320.      305,310.      MT  (+/- 180 meters Scaled)
 FL0282
 FL0282                          SUPERSEDED SURVEY CONTROL
 FL0282
 FL0282.No superseded survey control is available for this station.
 FL0282
 FL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE778016(NAD 83)
 FL0282_MARKER: DB = BENCH MARK DISK
 FL0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0282_SP_SET: CULVERT
 FL0282_STAMPING: Z 378 RESET 1959
 FL0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0282
 FL0282  HISTORY     - Date     Condition        Report By
 FL0282  HISTORY     - 1959     MONUMENTED       TXHD
 FL0282  HISTORY     - 1959     GOOD             NGS
 FL0282
 FL0282                          STATION DESCRIPTION
 FL0282
 FL0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FL0282'1.7 MI N FROM LELA.
 FL0282'THIS MARK IS LOCATED 1.7 MILES NORTH ALONG A GRADED ROAD FROM THE POST
 FL0282'OFFICE AT LELA, 95 FEET SOUTH OF CULVERT, 63.5 FEET SOUTH OF ELECTRIC
 FL0282'POLE AND IN THE EAST RIGHT-OF-WAY LINE, 57 FEET EAST OF THE CENTERLINE
 FL0282'OF FARM-TO-MARKET HIGHWAY NO. 1547.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0469 ***********************************************************************
 FL0469  DESIGNATION -  Z 379 RESET 1968
 FL0469  PID         -  FL0469
 FL0469  STATE/COUNTY-  TX/GRAY
 FL0469  USGS QUAD   -  POND CREEK (1976)
 FL0469
 FL0469                         *CURRENT SURVEY CONTROL
 FL0469  ___________________________________________________________________
 FL0469* NAD 83(1986)-  35 28 25.     (N)    100 35 34.     (W)     SCALED    
 FL0469* NAVD 88     -       876.39   (meters)    2875.3    (feet)  RESET     
 FL0469  ___________________________________________________________________
 FL0469  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL0469
 FL0469  VERT ORDER  -  THIRD
 FL0469
 FL0469.The horizontal coordinates were scaled from a topographic map and have
 FL0469.an estimated accuracy of +/- 6 seconds.
 FL0469
 FL0469.The orthometric height was computed from unverified reset data.
 FL0469
 FL0469.The geoid height was determined by GEOID03.
 FL0469
 FL0469;                    North         East    Units  Estimated Accuracy
 FL0469;SPC TX N     - 1,163,860.      282,330.      MT  (+/- 180 meters Scaled)
 FL0469
 FL0469                          SUPERSEDED SURVEY CONTROL
 FL0469
 FL0469.No superseded survey control is available for this station.
 FL0469
 FL0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE554267(NAD 83)
 FL0469_MARKER: DB = BENCH MARK DISK
 FL0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0469_STAMPING: Z 379 RESET 1968
 FL0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0469+STABILITY: SURFACE MOTION
 FL0469
 FL0469  HISTORY     - Date     Condition        Report By
 FL0469  HISTORY     - 1968     MONUMENTED       CGS
 FL0469
 FL0469                          STATION DESCRIPTION
 FL0469
 FL0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FL0469'6.0 MI SE FROM LAKETON.
 FL0469'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF F.
 FL0469'M. HIGHWAY 748 AT LAKETON, THENCE 3.0 MILES SOUTH ALONG F.M. ROAD 2857
 FL0469'TO SITE OF BENCH MARK, 101 FEET WEST OF THE CENTER LINE OF F.M. ROAD
 FL0469'2857, 16 FEET SOUTH OF A POWER LINE POLE, 1 FOOT EAST OF FENCE, 1 FOOT
 FL0469'NORTH OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPRTMENT STATION
 FL0469'238 + 51.  A C AND GS BENCH MARK DISK SET IN A 10 X 10 CONCRETE POST
 FL0469'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0742 ***********************************************************************
 AJ0742  DESIGNATION -  Z 38
 AJ0742  PID         -  AJ0742
 AJ0742  STATE/COUNTY-  TX/WEBB
 AJ0742  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0742
 AJ0742                         *CURRENT SURVEY CONTROL
 AJ0742  ___________________________________________________________________
 AJ0742* NAD 83(1986)-  27 48 35.     (N)    099 25 00.     (W)     SCALED    
 AJ0742* NAVD 88     -       190.293  (meters)     624.32   (feet)  POSTED    
 AJ0742  ___________________________________________________________________
 AJ0742  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AJ0742  DYNAMIC HT  -         190.000 (meters)     623.36  (feet)  COMP
 AJ0742  MODELED GRAV-     979,077.3   (mgal)                       NAVD 88
 AJ0742
 AJ0742  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0742
 AJ0742.The horizontal coordinates were scaled from a topographic map and have
 AJ0742.an estimated accuracy of +/- 6 seconds.
 AJ0742
 AJ0742.The orthometric height was determined by differential leveling
 AJ0742.and adjusted by the National Geodetic Survey in 1992..
 AJ0742.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0742.rate of 0.0 thru 1.0 mm/km.
 AJ0742
 AJ0742.The geoid height was determined by GEOID03.
 AJ0742
 AJ0742.The dynamic height is computed by dividing the NAVD 88
 AJ0742.geopotential number by the normal gravity value computed on the
 AJ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0742.degrees latitude (g = 980.6199 gals.).
 AJ0742
 AJ0742.The modeled gravity was interpolated from observed gravity values.
 AJ0742
 AJ0742;                    North         East    Units  Estimated Accuracy
 AJ0742;SPC TX S     - 5,237,770.      209,680.      MT  (+/- 180 meters Scaled)
 AJ0742
 AJ0742                          SUPERSEDED SURVEY CONTROL
 AJ0742
 AJ0742  NGVD 29 (??/??/92)  190.260  (m)          624.21   (f) ADJ UNCH    1 2
 AJ0742
 AJ0742.Superseded values are not recommended for survey control.
 AJ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0742.See file dsdata.txt to determine how the superseded data were derived.
 AJ0742
 AJ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR589761(NAD 83)
 AJ0742_MARKER: Z = SEE DESCRIPTION
 AJ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0742_SP_SET: STONE POST
 AJ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0742+STABILITY: SURFACE MOTION
 AJ0742
 AJ0742  HISTORY     - Date     Condition        Report By
 AJ0742  HISTORY     - UNK      MONUMENTED       CGS
 AJ0742  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0742  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0742
 AJ0742                          STATION DESCRIPTION
 AJ0742
 AJ0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0742'1.5 MI N FROM WEBB.
 AJ0742'ABOUT 1.5 MI N OF WEBB, WEBB CO. ON THE I AND GNRY, 2 TELEGRAPH POLES
 AJ0742'N OF MP NO. 390, AND ABOUT 40 FT. E OF THE TRACK.  THE BOTTOM OF A
 AJ0742'SQRHOLE IN THE TOP OF A STONE POST.
 AJ0742
 AJ0742                          STATION RECOVERY (2002)
 AJ0742
 AJ0742'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0651 ***********************************************************************
 GK0651  DESIGNATION -  Z 380
 GK0651  PID         -  GK0651
 GK0651  STATE/COUNTY-  TX/MOORE
 GK0651  USGS QUAD   -  SUNRAY (1972)
 GK0651
 GK0651                         *CURRENT SURVEY CONTROL
 GK0651  ___________________________________________________________________
 GK0651* NAD 83(1986)-  36 01 32.     (N)    101 45 14.     (W)     SCALED    
 GK0651* NAVD 88     -      1059.917  (meters)    3477.41   (feet)  ADJUSTED  
 GK0651  ___________________________________________________________________
 GK0651  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 GK0651  DYNAMIC HT  -        1058.722 (meters)    3473.49  (feet)  COMP
 GK0651  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 GK0651
 GK0651  VERT ORDER  -  SECOND    CLASS 0
 GK0651
 GK0651.The horizontal coordinates were scaled from a topographic map and have
 GK0651.an estimated accuracy of +/- 6 seconds.
 GK0651
 GK0651.The orthometric height was determined by differential leveling
 GK0651.and adjusted by the National Geodetic Survey in June 1991..
 GK0651
 GK0651.The geoid height was determined by GEOID03.
 GK0651
 GK0651.The dynamic height is computed by dividing the NAVD 88
 GK0651.geopotential number by the normal gravity value computed on the
 GK0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0651.degrees latitude (g = 980.6199 gals.).
 GK0651
 GK0651.The modeled gravity was interpolated from observed gravity values.
 GK0651
 GK0651;                    North         East    Units  Estimated Accuracy
 GK0651;SPC TX N     - 1,224,740.      177,120.      MT  (+/- 180 meters Scaled)
 GK0651
 GK0651                          SUPERSEDED SURVEY CONTROL
 GK0651
 GK0651  NGVD 29 (??/??/92) 1059.421  (m)         3475.78   (f) ADJ UNCH    2 0
 GK0651
 GK0651.Superseded values are not recommended for survey control.
 GK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0651.See file dsdata.txt to determine how the superseded data were derived.
 GK0651
 GK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE518902(NAD 83)
 GK0651_MARKER: DB = BENCH MARK DISK
 GK0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0651_STAMPING: Z 380 1943
 GK0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0651+STABILITY: SURFACE MOTION
 GK0651
 GK0651  HISTORY     - Date     Condition        Report By
 GK0651  HISTORY     - 1943     MONUMENTED       CGS
 GK0651
 GK0651                          STATION DESCRIPTION
 GK0651
 GK0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0651'4.0 MI E FROM SUNRAY.
 GK0651'THIS MARK IS ABOUT 4.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0651'GULF RAILWAY FROM THE STATION AT SUNRAY, MOORE COUNTY, 0.2 MILE EAST
 GK0651'OF AN ABANDON ROAD CROSSING, 7.0 FEET WEST OF MILEPOST 16, 9.0 FEET
 GK0651'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 39.5 FEET SOUTH OF THE SOUTH
 GK0651'RAIL, PROJECTING ABOUT 3 INCHES ABOVE THE GROUND, 2.0 FEET NORTHEAST
 GK0651'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2212 ***********************************************************************
 CS2212  DESIGNATION -  Z 383
 CS2212  PID         -  CS2212
 CS2212  STATE/COUNTY-  TX/BOSQUE
 CS2212  USGS QUAD   -  BRAZOS POINT (1979)
 CS2212
 CS2212                         *CURRENT SURVEY CONTROL
 CS2212  ___________________________________________________________________
 CS2212* NAD 83(1986)-  32 08 13.     (N)    097 33 36.     (W)     SCALED    
 CS2212* NAVD 88     -       195.125  (meters)     640.17   (feet)  ADJUSTED  
 CS2212  ___________________________________________________________________
 CS2212  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS2212  DYNAMIC HT  -         194.885 (meters)     639.39  (feet)  COMP
 CS2212  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 CS2212
 CS2212  VERT ORDER  -  SECOND    CLASS 0
 CS2212
 CS2212.The horizontal coordinates were scaled from a topographic map and have
 CS2212.an estimated accuracy of +/- 6 seconds.
 CS2212
 CS2212.The orthometric height was determined by differential leveling
 CS2212.and adjusted by the National Geodetic Survey in June 1991..
 CS2212
 CS2212.The geoid height was determined by GEOID03.
 CS2212
 CS2212.The dynamic height is computed by dividing the NAVD 88
 CS2212.geopotential number by the normal gravity value computed on the
 CS2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2212.degrees latitude (g = 980.6199 gals.).
 CS2212
 CS2212.The modeled gravity was interpolated from observed gravity values.
 CS2212
 CS2212;                    North         East    Units  Estimated Accuracy
 CS2212;SPC TX C     - 3,277,130.      961,660.      MT  (+/- 180 meters Scaled)
 CS2212
 CS2212                          SUPERSEDED SURVEY CONTROL
 CS2212
 CS2212  NGVD 29 (??/??/92)  195.100  (m)          640.09   (f) ADJ UNCH    2 0
 CS2212
 CS2212.Superseded values are not recommended for survey control.
 CS2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2212.See file dsdata.txt to determine how the superseded data were derived.
 CS2212
 CS2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA358565(NAD 83)
 CS2212_MARKER: DB = BENCH MARK DISK
 CS2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2212_STAMPING: Z 383 1943
 CS2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2212+STABILITY: SURFACE MOTION
 CS2212
 CS2212  HISTORY     - Date     Condition        Report By
 CS2212  HISTORY     - 1943     MONUMENTED       CGS
 CS2212
 CS2212                          STATION DESCRIPTION
 CS2212
 CS2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2212'6.0 MI SE FROM BRAZOS POINT.
 CS2212'5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BRAZOS
 CS2212'POINT, 0.6 MILE NORTHEAST ALONG A DIRT ROAD, 9 FEET NORTHWEST OF THE
 CS2212'NORTHWEST END OF A GATE ACROSS THE ROAD, 4 FEET SOUTH OF A FENCE
 CS2212'CORNER POST, AND 4 FEET NORTHEAST OF A WHITE REFERENCE POST.  A DISK
 CS2212'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0382 ***********************************************************************
 CA0382  DESIGNATION -  Z 384
 CA0382  PID         -  CA0382
 CA0382  STATE/COUNTY-  TX/COLEMAN
 CA0382  USGS QUAD   -  SANTA ANNA (1987)
 CA0382
 CA0382                         *CURRENT SURVEY CONTROL
 CA0382  ___________________________________________________________________
 CA0382* NAD 83(1986)-  31 43 48.     (N)    099 17 26.     (W)     SCALED    
 CA0382* NAVD 88     -       496.592  (meters)    1629.24   (feet)  ADJUSTED  
 CA0382  ___________________________________________________________________
 CA0382  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CA0382  DYNAMIC HT  -         495.939 (meters)    1627.09  (feet)  COMP
 CA0382  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 CA0382
 CA0382  VERT ORDER  -  SECOND    CLASS 0
 CA0382
 CA0382.The horizontal coordinates were scaled from a topographic map and have
 CA0382.an estimated accuracy of +/- 6 seconds.
 CA0382
 CA0382.The orthometric height was determined by differential leveling
 CA0382.and adjusted by the National Geodetic Survey in June 1991..
 CA0382
 CA0382.The geoid height was determined by GEOID03.
 CA0382
 CA0382.The dynamic height is computed by dividing the NAVD 88
 CA0382.geopotential number by the normal gravity value computed on the
 CA0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0382.degrees latitude (g = 980.6199 gals.).
 CA0382
 CA0382.The modeled gravity was interpolated from observed gravity values.
 CA0382
 CA0382;                    North         East    Units  Estimated Accuracy
 CA0382;SPC TX C     - 3,229,200.      798,820.      MT  (+/- 180 meters Scaled)
 CA0382
 CA0382                          SUPERSEDED SURVEY CONTROL
 CA0382
 CA0382  NGVD 29 (??/??/92)  496.482  (m)         1628.87   (f) ADJ UNCH    2 0
 CA0382
 CA0382.Superseded values are not recommended for survey control.
 CA0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0382.See file dsdata.txt to determine how the superseded data were derived.
 CA0382
 CA0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA724105(NAD 83)
 CA0382_MARKER: DB = BENCH MARK DISK
 CA0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0382_STAMPING: Z 384 1944
 CA0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0382+STABILITY: SURFACE MOTION
 CA0382
 CA0382  HISTORY     - Date     Condition        Report By
 CA0382  HISTORY     - 1944     MONUMENTED       CGS
 CA0382  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0382
 CA0382                          STATION DESCRIPTION
 CA0382
 CA0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0382'2.1 MI SE FROM SANTA ANNA.
 CA0382'2.1 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0382'THE STATION AT SANTA ANNA, COLEMAN COUNTY, 44.6 FEET NORTH OF THE
 CA0382'NORTH RAIL, 35 FEET WEST OF POLE, 25 FEET EAST OF A FENCE CORNER, AND
 CA0382'1.6 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED Z 384 1944 AND
 CA0382'SET IN THE TOP OF A CONCRETE POST.
 CA0382
 CA0382                          STATION RECOVERY (1982)
 CA0382
 CA0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0258 ***********************************************************************
 AY0258  DESIGNATION -  Z 385
 AY0258  PID         -  AY0258
 AY0258  STATE/COUNTY-  TX/BEXAR
 AY0258  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0258
 AY0258                         *CURRENT SURVEY CONTROL
 AY0258  ___________________________________________________________________
 AY0258* NAD 83(1986)-  29 28 06.     (N)    098 29 58.     (W)     SCALED    
 AY0258* NAVD 88     -       221.750  (meters)     727.52   (feet)  ADJUSTED  
 AY0258  ___________________________________________________________________
 AY0258  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AY0258  DYNAMIC HT  -         221.428 (meters)     726.47  (feet)  COMP
 AY0258  MODELED GRAV-     979,186.3   (mgal)                       NAVD 88
 AY0258
 AY0258  VERT ORDER  -  FIRST     CLASS II
 AY0258
 AY0258.The horizontal coordinates were scaled from a topographic map and have
 AY0258.an estimated accuracy of +/- 6 seconds.
 AY0258
 AY0258.The orthometric height was determined by differential leveling
 AY0258.and adjusted by the National Geodetic Survey in June 1991..
 AY0258
 AY0258.The geoid height was determined by GEOID03.
 AY0258
 AY0258.The dynamic height is computed by dividing the NAVD 88
 AY0258.geopotential number by the normal gravity value computed on the
 AY0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0258.degrees latitude (g = 980.6199 gals.).
 AY0258
 AY0258.The modeled gravity was interpolated from observed gravity values.
 AY0258
 AY0258;                    North         East    Units  Estimated Accuracy
 AY0258;SPC TXSC     - 4,181,310.      648,550.      MT  (+/- 180 meters Scaled)
 AY0258
 AY0258                          SUPERSEDED SURVEY CONTROL
 AY0258
 AY0258  NGVD 29 (??/??/92)  221.626  (m)          727.12   (f) ADJ UNCH    1 2
 AY0258
 AY0258.Superseded values are not recommended for survey control.
 AY0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0258.See file dsdata.txt to determine how the superseded data were derived.
 AY0258
 AY0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT485599(NAD 83)
 AY0258_MARKER: DB = BENCH MARK DISK
 AY0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0258_SP_SET: POST
 AY0258_STAMPING: Z 385 1946
 AY0258_MARK LOGO: CGS   
 AY0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0258
 AY0258  HISTORY     - Date     Condition        Report By
 AY0258  HISTORY     - 1946     MONUMENTED       CGS
 AY0258  HISTORY     - 1982     GOOD             NGS
 AY0258  HISTORY     - 1989     GOOD             USPSQD
 AY0258  HISTORY     - 19990213 GOOD             USPSQD
 AY0258
 AY0258                          STATION DESCRIPTION
 AY0258
 AY0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0258'IN SAN ANTONIO.
 AY0258'AT SAN ANTONIO, AT THE SAN PEDRO AVENUE UNDERPASS UNDER THE MISSOURI
 AY0258'PACIFIC RAILWAY, SET IN THE EAST FACE OF THE MIDDLE COLUMN POST
 AY0258'BETWEEN THE PEDESTRIAN UNDERPASS AND THE STREET, ABOUT 3.0 FEET ABOVE
 AY0258'THE LEVEL OF THE STREET.
 AY0258
 AY0258                          STATION RECOVERY (1982)
 AY0258
 AY0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0258'RECOVERED THIS DATE, LINE REROUTED, TOO FAR TO TIE.
 AY0258
 AY0258                          STATION RECOVERY (1989)
 AY0258
 AY0258'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0258'RECOVERED IN GOOD CONDITION.
 AY0258
 AY0258                          STATION RECOVERY (1999)
 AY0258
 AY0258'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0528 ***********************************************************************
 CS0528  DESIGNATION -  Z 386
 CS0528  PID         -  CS0528
 CS0528  STATE/COUNTY-  TX/NAVARRO
 CS0528  USGS QUAD   -  BAZETTE (1976)
 CS0528
 CS0528                         *CURRENT SURVEY CONTROL
 CS0528  ___________________________________________________________________
 CS0528* NAD 83(1986)-  32 09 02.     (N)    096 21 01.     (W)     SCALED    
 CS0528* NAVD 88     -       122.118  (meters)     400.65   (feet)  ADJUSTED  
 CS0528  ___________________________________________________________________
 CS0528  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0528  DYNAMIC HT  -         121.976 (meters)     400.18  (feet)  COMP
 CS0528  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 CS0528
 CS0528  VERT ORDER  -  SECOND    CLASS 0
 CS0528
 CS0528.The horizontal coordinates were scaled from a topographic map and have
 CS0528.an estimated accuracy of +/- 6 seconds.
 CS0528
 CS0528.The orthometric height was determined by differential leveling
 CS0528.and adjusted by the National Geodetic Survey in June 1991..
 CS0528
 CS0528.The geoid height was determined by GEOID03.
 CS0528
 CS0528.The dynamic height is computed by dividing the NAVD 88
 CS0528.geopotential number by the normal gravity value computed on the
 CS0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0528.degrees latitude (g = 980.6199 gals.).
 CS0528
 CS0528.The modeled gravity was interpolated from observed gravity values.
 CS0528
 CS0528;                    North         East    Units  Estimated Accuracy
 CS0528;SPC TXNC     - 2,055,740.      802,790.      MT  (+/- 180 meters Scaled)
 CS0528
 CS0528                          SUPERSEDED SURVEY CONTROL
 CS0528
 CS0528  NGVD 29 (??/??/92)  122.12   (m)          400.7    (f) COMPUTED    2 0
 CS0528
 CS0528.Superseded values are not recommended for survey control.
 CS0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0528.See file dsdata.txt to determine how the superseded data were derived.
 CS0528
 CS0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA499602(NAD 83)
 CS0528_MARKER: DB = BENCH MARK DISK
 CS0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0528_STAMPING: Z 386 1946
 CS0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0528+STABILITY: SURFACE MOTION
 CS0528
 CS0528  HISTORY     - Date     Condition        Report By
 CS0528  HISTORY     - 1946     MONUMENTED       CGS
 CS0528
 CS0528                          STATION DESCRIPTION
 CS0528
 CS0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0528'2.65 MI NW FROM POWELL.
 CS0528'2.65 MILES NORTHWEST ALONG A CONCRETE AND DIRT ROAD FROM THE HIGH
 CS0528'SCHOOL AT POWELL, IN A FENCE CORNER NEAR A FARM HOUSE, 143.0 FEET
 CS0528'SOUTHEAST OF A POWER LINE POLE WHICH HAS A TRANSFORMER NEAR THE TOP OF
 CS0528'IT, 104.0 FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD WHICH LEADS
 CS0528'NORTHEAST TO A FARM HOUSE, 44.3 FEET SOUTHEAST OF A FENCE CORNER POST,
 CS0528'2.0 FEET NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 CS0528'FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0762 ***********************************************************************
 CS0762  DESIGNATION -  Z 387
 CS0762  PID         -  CS0762
 CS0762  STATE/COUNTY-  TX/NAVARRO
 CS0762  USGS QUAD   -  ENNIS EAST (1978)
 CS0762
 CS0762                         *CURRENT SURVEY CONTROL
 CS0762  ___________________________________________________________________
 CS0762* NAD 83(1986)-  32 15 33.     (N)    096 30 32.     (W)     SCALED    
 CS0762* NAVD 88     -       145.008  (meters)     475.75   (feet)  ADJUSTED  
 CS0762  ___________________________________________________________________
 CS0762  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CS0762  DYNAMIC HT  -         144.842 (meters)     475.20  (feet)  COMP
 CS0762  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CS0762
 CS0762  VERT ORDER  -  SECOND    CLASS 0
 CS0762
 CS0762.The horizontal coordinates were scaled from a topographic map and have
 CS0762.an estimated accuracy of +/- 6 seconds.
 CS0762
 CS0762.The orthometric height was determined by differential leveling
 CS0762.and adjusted by the National Geodetic Survey in June 1991..
 CS0762
 CS0762.The geoid height was determined by GEOID03.
 CS0762
 CS0762.The dynamic height is computed by dividing the NAVD 88
 CS0762.geopotential number by the normal gravity value computed on the
 CS0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0762.degrees latitude (g = 980.6199 gals.).
 CS0762
 CS0762.The modeled gravity was interpolated from observed gravity values.
 CS0762
 CS0762;                    North         East    Units  Estimated Accuracy
 CS0762;SPC TXNC     - 2,067,480.      787,600.      MT  (+/- 180 meters Scaled)
 CS0762
 CS0762                          SUPERSEDED SURVEY CONTROL
 CS0762
 CS0762  NGVD 29 (??/??/92)  145.006  (m)          475.74   (f) ADJ UNCH    2 0
 CS0762
 CS0762.Superseded values are not recommended for survey control.
 CS0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0762.See file dsdata.txt to determine how the superseded data were derived.
 CS0762
 CS0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA346718(NAD 83)
 CS0762_MARKER: DB = BENCH MARK DISK
 CS0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0762_STAMPING: Z 387 1947
 CS0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0762+STABILITY: SURFACE MOTION
 CS0762
 CS0762  HISTORY     - Date     Condition        Report By
 CS0762  HISTORY     - 1947     MONUMENTED       CGS
 CS0762
 CS0762                          STATION DESCRIPTION
 CS0762
 CS0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0762'8.7 MI S FROM ENNIS.
 CS0762'BENCH MARK IS LOCATED 8.7 MILES SOUTH OF ENNIS ALONG THE TEXAS AND NEW
 CS0762'ORLEANS RAILROAD, 1.0 MILE NORTH OF RICE, 33 FEET EAST OF THE CENTER
 CS0762'OF THE RAILROAD, 18 FEET NORTH OF A EARTH ROAD LEADING WEST, 36 FEET
 CS0762'WEST OF A NORTH-SOUTH GRAVELED ROAD, 96 FEET NORTHEAST OF A RAILROAD
 CS0762'SIGN READING, RICE ONE MILE, 2 FEET NORTH OF A TELEPHONE POLE, 2 FEET
 CS0762'WEST OF A 4X4 INCH WHITE WITNESS POST.  MARK PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1927 ***********************************************************************
 BY1927  DESIGNATION -  Z 388
 BY1927  PID         -  BY1927
 BY1927  STATE/COUNTY-  TX/MADISON
 BY1927  USGS QUAD   -  ELWOOD (1972)
 BY1927
 BY1927                         *CURRENT SURVEY CONTROL
 BY1927  ___________________________________________________________________
 BY1927* NAD 83(1986)-  31 02 08.     (N)    095 46 53.     (W)     SCALED    
 BY1927* NAVD 88     -        80.91   (+/-2cm)     265.5    (feet)  VERTCON   
 BY1927  ___________________________________________________________________
 BY1927  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BY1927
 BY1927  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1927
 BY1927.The horizontal coordinates were scaled from a topographic map and have
 BY1927.an estimated accuracy of +/- 6 seconds.
 BY1927
 BY1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1927.The vertical order pertains to the NGVD 29 superseded value.
 BY1927
 BY1927.The geoid height was determined by GEOID03.
 BY1927
 BY1927;                    North         East    Units  Estimated Accuracy
 BY1927;SPC TX C     - 3,160,640.    1,134,400.      MT  (+/- 180 meters Scaled)
 BY1927
 BY1927                          SUPERSEDED SURVEY CONTROL
 BY1927
 BY1927  NGVD 29 (??/??/92)   80.908  (m)          265.45   (f) ADJ UNCH    2 0
 BY1927
 BY1927.Superseded values are not recommended for survey control.
 BY1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1927.See file dsdata.txt to determine how the superseded data were derived.
 BY1927
 BY1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ345368(NAD 83)
 BY1927_MARKER: DB = BENCH MARK DISK
 BY1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1927_STAMPING: Z 388 1947
 BY1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1927+STABILITY: SURFACE MOTION
 BY1927
 BY1927  HISTORY     - Date     Condition        Report By
 BY1927  HISTORY     - 1947     MONUMENTED       CGS
 BY1927  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1927
 BY1927                          STATION DESCRIPTION
 BY1927
 BY1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1927'2.1 MI NW FROM MIDWAY.
 BY1927'TO REACH FROM THE POST OFFICE AT MIDWAY GO SOUTHWEST 0.1 MILE ALONG
 BY1927'STATE HIGHWAY NO. 21, THENCE NORTHWEST 2.0 MILES ALONG STATE OSR
 BY1927'HIGHWAY TO SITE OF MARK, BENCH MARK IS ABOUT 2.6 MILES SOUTHEAST OF
 BY1927'ELWOOD, ABOUT 70 YARDS SOUTHEAST OF A FARMHOUSE, 86.0 FEET WEST OF A
 BY1927'FOURTEEN INCH OAK TREE, 67.0 FEET EAST OF A CONCRETE RIGHT OF WAY
 BY1927'MARKER POST, 48.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY1927'OF THE HIGHWAY, 24.0 FEET EAST OF A FENCE CORNER, 2.0 FEET SOUTH OF A
 BY1927'FENCE AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY1927'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 BY1927'INCHES ABOVE GROUND.
 BY1927
 BY1927                          STATION RECOVERY (1996)
 BY1927
 BY1927'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1701 ***********************************************************************
 BY1701  DESIGNATION -  Z 389
 BY1701  PID         -  BY1701
 BY1701  STATE/COUNTY-  TX/LEON
 BY1701  USGS QUAD   -  LEONA (1964)
 BY1701
 BY1701                         *CURRENT SURVEY CONTROL
 BY1701  ___________________________________________________________________
 BY1701* NAD 83(1986)-  31 14 44.     (N)    095 58 38.     (W)     SCALED    
 BY1701* NAVD 88     -        99.31   (+/-2cm)     325.8    (feet)  VERTCON   
 BY1701  ___________________________________________________________________
 BY1701  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BY1701
 BY1701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1701
 BY1701.The horizontal coordinates were scaled from a topographic map and have
 BY1701.an estimated accuracy of +/- 6 seconds.
 BY1701
 BY1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1701.The vertical order pertains to the NGVD 29 superseded value.
 BY1701
 BY1701.The geoid height was determined by GEOID03.
 BY1701
 BY1701;                    North         East    Units  Estimated Accuracy
 BY1701;SPC TX C     - 3,183,150.    1,114,810.      MT  (+/- 180 meters Scaled)
 BY1701
 BY1701                          SUPERSEDED SURVEY CONTROL
 BY1701
 BY1701  NGVD 29 (??/??/92)   99.290  (m)          325.75   (f) ADJ UNCH    2 0
 BY1701
 BY1701.Superseded values are not recommended for survey control.
 BY1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1701.See file dsdata.txt to determine how the superseded data were derived.
 BY1701
 BY1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ164606(NAD 83)
 BY1701_MARKER: DB = BENCH MARK DISK
 BY1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1701_STAMPING: Z 389 1947
 BY1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1701+STABILITY: SURFACE MOTION
 BY1701
 BY1701  HISTORY     - Date     Condition        Report By
 BY1701  HISTORY     - 1947     MONUMENTED       CGS
 BY1701  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1701
 BY1701                          STATION DESCRIPTION
 BY1701
 BY1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1701'0.9 MI S FROM CENTERVILLE.
 BY1701'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE AT
 BY1701'CENTERVILLE, ABOUT 52 YARDS SOUTH OF A SMALL CREEK, 46.5 FEET WEST OF
 BY1701'AND ABOUT 1.5 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 26.2
 BY1701'FEET SOUTH OF A FENCE CORNER, 4.0 FEET SOUTH OF A TELEPHONE POLE AND
 BY1701'1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BY1701'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 BY1701'GROUND.  NOTE-- NEW BUILDING MAY HAVE DESTROYED OR COVERED THE BENCH
 BY1701'MARK.
 BY1701
 BY1701                          STATION RECOVERY (1964)
 BY1701
 BY1701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1230 ***********************************************************************
 AN1230  DESIGNATION -  Z 39
 AN1230  PID         -  AN1230
 AN1230  STATE/COUNTY-  TX/REFUGIO
 AN1230  USGS QUAD   -  REFUGIO (1979)
 AN1230
 AN1230                         *CURRENT SURVEY CONTROL
 AN1230  ___________________________________________________________________
 AN1230* NAD 83(1986)-  28 15 57.     (N)    097 18 31.     (W)     SCALED    
 AN1230* NAVD 88     -        12.79   (+/-2cm)      42.0    (feet)  VERTCON   
 AN1230  ___________________________________________________________________
 AN1230  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1230
 AN1230  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1230
 AN1230.The horizontal coordinates were scaled from a topographic map and have
 AN1230.an estimated accuracy of +/- 6 seconds.
 AN1230
 AN1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1230.The vertical order pertains to the NGVD 29 superseded value.
 AN1230
 AN1230.The geoid height was determined by GEOID03.
 AN1230
 AN1230;                    North         East    Units  Estimated Accuracy
 AN1230;SPC TXSC     - 4,049,140.      765,960.      MT  (+/- 180 meters Scaled)
 AN1230
 AN1230                          SUPERSEDED SURVEY CONTROL
 AN1230
 AN1230  NGVD 29 (??/??/92)   12.95   (m)           42.5    (f) COMPUTED    1 2
 AN1230
 AN1230.Superseded values are not recommended for survey control.
 AN1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1230.See file dsdata.txt to determine how the superseded data were derived.
 AN1230
 AN1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS659278(NAD 83)
 AN1230_MARKER: DB = BENCH MARK DISK
 AN1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1230_STAMPING: Z 39 1918 ELEV. 42.782 FT.
 AN1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1230+STABILITY: SURFACE MOTION
 AN1230
 AN1230  HISTORY     - Date     Condition        Report By
 AN1230  HISTORY     - 1918     MONUMENTED       CGS
 AN1230  HISTORY     - 1942     POOR             NGS
 AN1230  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1230  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1230
 AN1230                          STATION DESCRIPTION
 AN1230
 AN1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1230'2.2 MI NE FROM WOODSBORO.
 AN1230'TO REACH FROM THE RAILROAD STATION AT WOODSBORO, PROCEED 2.2 MILES
 AN1230'NORTHEAST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD AND SITE
 AN1230'OF BENCH MARK.  BENCH MARK IS 8 POLES NORTHEAST OF MILE POST NO.182,
 AN1230'ABOUT 100.0 FEET NORTHEAST OF A GRADE CROSSING.  IT IS 45.0 FEET
 AN1230'SOUTHEAST OF AND THE SAME ELEVATION AS THE CENTERLINE OF TRACK, 5.0
 AN1230'FEET NORTHWEST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET
 AN1230'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 1.0
 AN1230'FOOT.  NOTE-- THIS BENCH MARK IS SLIGHTLY TILTED.
 AN1230
 AN1230                          STATION RECOVERY (1978)
 AN1230
 AN1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1230'NOT RECOVERED ON THIS DATE.
 AN1230
 AN1230                          STATION RECOVERY (1999)
 AN1230
 AN1230'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0456 ***********************************************************************
 CS0456  DESIGNATION -  Z 390
 CS0456  PID         -  CS0456
 CS0456  STATE/COUNTY-  TX/HENDERSON
 CS0456  USGS QUAD   -  TOOL (1981)
 CS0456
 CS0456                         *CURRENT SURVEY CONTROL
 CS0456  ___________________________________________________________________
 CS0456* NAD 83(1986)-  32 19 33.     (N)    096 11 42.     (W)     SCALED    
 CS0456* NAVD 88     -       111.147  (meters)     364.65   (feet)  ADJUSTED  
 CS0456  ___________________________________________________________________
 CS0456  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0456  DYNAMIC HT  -         111.021 (meters)     364.24  (feet)  COMP
 CS0456  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CS0456
 CS0456  VERT ORDER  -  SECOND    CLASS 0
 CS0456
 CS0456.The horizontal coordinates were scaled from a topographic map and have
 CS0456.an estimated accuracy of +/- 6 seconds.
 CS0456
 CS0456.The orthometric height was determined by differential leveling
 CS0456.and adjusted by the National Geodetic Survey in June 1991..
 CS0456
 CS0456.The geoid height was determined by GEOID03.
 CS0456
 CS0456.The dynamic height is computed by dividing the NAVD 88
 CS0456.geopotential number by the normal gravity value computed on the
 CS0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0456.degrees latitude (g = 980.6199 gals.).
 CS0456
 CS0456.The modeled gravity was interpolated from observed gravity values.
 CS0456
 CS0456;                    North         East    Units  Estimated Accuracy
 CS0456;SPC TXNC     - 2,075,480.      817,010.      MT  (+/- 180 meters Scaled)
 CS0456
 CS0456                          SUPERSEDED SURVEY CONTROL
 CS0456
 CS0456  NGVD 29 (??/??/92)  111.157  (m)          364.69   (f) ADJ UNCH    2 0
 CS0456
 CS0456.Superseded values are not recommended for survey control.
 CS0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0456.See file dsdata.txt to determine how the superseded data were derived.
 CS0456
 CS0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA640800(NAD 83)
 CS0456_MARKER: DB = BENCH MARK DISK
 CS0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0456_STAMPING: Z 390 1947
 CS0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0456+STABILITY: SURFACE MOTION
 CS0456
 CS0456  HISTORY     - Date     Condition        Report By
 CS0456  HISTORY     - 1947     MONUMENTED       CGS
 CS0456
 CS0456                          STATION DESCRIPTION
 CS0456
 CS0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0456'7.5 MI SW FROM MABANK.
 CS0456'2.5 MILES SOUTHWEST ALONG A FARM TO MARKET ROAD FROM THE TEXAS AND NEW
 CS0456'ORLEANS RAILROAD STATION AT MABANK, THENCE 5.0 MILES WEST ALONG A FARM
 CS0456'TO MARKET ROAD TO THE SITE OF THE MARK, 68 FEET SOUTH OF THE CENTER
 CS0456'LINE OF THE FARM TO MARKET ROAD, 59 FEET EAST OF THE CENTER LINE OF A
 CS0456'NORTH AND SOUTH DIRT ROAD, 23 FEET EAST OF THE RIGHT OF WAY FENCE, 3
 CS0456'FEET NORTH OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0456'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1229 ***********************************************************************
 CS1229  DESIGNATION -  Z 391 RESET
 CS1229  PID         -  CS1229
 CS1229  STATE/COUNTY-  TX/DALLAS
 CS1229  USGS QUAD   -  DALLAS (1981)
 CS1229
 CS1229                         *CURRENT SURVEY CONTROL
 CS1229  ___________________________________________________________________
 CS1229* NAD 83(1986)-  32 46 24.     (N)    096 50 49.     (W)     SCALED    
 CS1229* NAVD 88     -       129.316  (meters)     424.26   (feet)  ADJUSTED  
 CS1229  ___________________________________________________________________
 CS1229  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS1229  DYNAMIC HT  -         129.168 (meters)     423.78  (feet)  COMP
 CS1229  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 CS1229
 CS1229  VERT ORDER  -  FIRST     CLASS II
 CS1229
 CS1229.The horizontal coordinates were scaled from a topographic map and have
 CS1229.an estimated accuracy of +/- 6 seconds.
 CS1229
 CS1229.The orthometric height was determined by differential leveling
 CS1229.and adjusted by the National Geodetic Survey in June 1991..
 CS1229
 CS1229.The geoid height was determined by GEOID03.
 CS1229
 CS1229.The dynamic height is computed by dividing the NAVD 88
 CS1229.geopotential number by the normal gravity value computed on the
 CS1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1229.degrees latitude (g = 980.6199 gals.).
 CS1229
 CS1229.The modeled gravity was interpolated from observed gravity values.
 CS1229
 CS1229;                    North         East    Units  Estimated Accuracy
 CS1229;SPC TXNC     - 2,123,940.      754,850.      MT  (+/- 180 meters Scaled)
 CS1229
 CS1229                          SUPERSEDED SURVEY CONTROL
 CS1229
 CS1229.No superseded survey control is available for this station.
 CS1229
 CS1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB016282(NAD 83)
 CS1229_MARKER: DB = BENCH MARK DISK
 CS1229_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS1229+WITH SETTING: PAVEMENT
 CS1229_SP_SET: WATER TANK FOUNDATION
 CS1229_STAMPING: Z 391 RESET 1961
 CS1229_MARK LOGO: CGS   
 CS1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1229+STABILITY: SURFACE MOTION
 CS1229
 CS1229  HISTORY     - Date     Condition        Report By
 CS1229  HISTORY     - 1961     MONUMENTED       CGS
 CS1229  HISTORY     - 1986     GOOD             NGS
 CS1229
 CS1229                          STATION DESCRIPTION
 CS1229
 CS1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CS1229'IN DALLAS.
 CS1229'2.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE UNION
 CS1229'STATION.  5 POLES EAST OF MILE POST 217, ABOUT 200 FEET EAST OF VILBIG
 CS1229'STREET, 20 FEET NORTH OF THE NORTH RAIL OF A SPUR TRACK OF THE
 CS1229'RAILROAD, AT THE SOUTH EDGE OF A LARGE DRAINAGE DITCH.  A STANDARD
 CS1229'DISK STAMPED Z 391 RESET 1961, CEMENTED IN A DRILL HOLE IN THE TOP OF
 CS1229'A 3 FT. X 3 FT. CONCRETE BLOCK.  NOTE-- THIS BLOCK OF CONCRETE IS THE
 CS1229'WEST ONE OF TWO BLOCKS WHICH ARE THE REMAINS OF THE FOOTING FOR A
 CS1229'WATER TANK.
 CS1229
 CS1229                          STATION RECOVERY (1986)
 CS1229
 CS1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1229'RECOVERD IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS, AT
 CS1229'THE INTERSECTION OF VILBIG STREET AND THE MISSOURI PACIFIC RAILROAD,
 CS1229'IN THE CENTER OF THE CONCRETE FOUNDATION OF AN ABANDONED WATER TANK,
 CS1229'36.7 M (120.4 FT) EAST OF THE CENTER OF THE STREET, 17.8 M (58.4 DT)
 CS1229'SOUTH OF THE NEAR RAIL, AND 11.4 M (37.7 FT) WEST OF THE WEST EDGE OF
 CS1229'A STANDPIPE.
 CS1229'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0478 ***********************************************************************
 CS0478  DESIGNATION -  Z 392
 CS0478  PID         -  CS0478
 CS0478  STATE/COUNTY-  TX/HENDERSON
 CS0478  USGS QUAD   -  MALAKOFF (1981)
 CS0478
 CS0478                         *CURRENT SURVEY CONTROL
 CS0478  ___________________________________________________________________
 CS0478* NAD 83(1986)-  32 13 42.     (N)    096 06 49.     (W)     SCALED    
 CS0478* NAVD 88     -       102.374  (meters)     335.87   (feet)  ADJUSTED  
 CS0478  ___________________________________________________________________
 CS0478  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0478  DYNAMIC HT  -         102.256 (meters)     335.48  (feet)  COMP
 CS0478  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 CS0478
 CS0478  VERT ORDER  -  SECOND    CLASS 0
 CS0478
 CS0478.The horizontal coordinates were scaled from a topographic map and have
 CS0478.an estimated accuracy of +/- 6 seconds.
 CS0478
 CS0478.The orthometric height was determined by differential leveling
 CS0478.and adjusted by the National Geodetic Survey in June 1991..
 CS0478
 CS0478.The geoid height was determined by GEOID03.
 CS0478
 CS0478.The dynamic height is computed by dividing the NAVD 88
 CS0478.geopotential number by the normal gravity value computed on the
 CS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0478.degrees latitude (g = 980.6199 gals.).
 CS0478
 CS0478.The modeled gravity was interpolated from observed gravity values.
 CS0478
 CS0478;                    North         East    Units  Estimated Accuracy
 CS0478;SPC TXNC     - 2,064,840.      824,910.      MT  (+/- 180 meters Scaled)
 CS0478
 CS0478                          SUPERSEDED SURVEY CONTROL
 CS0478
 CS0478  NGVD 29 (??/??/92)  102.380  (m)          335.89   (f) ADJ UNCH    2 0
 CS0478
 CS0478.Superseded values are not recommended for survey control.
 CS0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0478.See file dsdata.txt to determine how the superseded data were derived.
 CS0478
 CS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA720694(NAD 83)
 CS0478_MARKER: DB = BENCH MARK DISK
 CS0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0478_STAMPING: Z 392 1947
 CS0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0478+STABILITY: SURFACE MOTION
 CS0478
 CS0478  HISTORY     - Date     Condition        Report By
 CS0478  HISTORY     - 1947     MONUMENTED       CGS
 CS0478
 CS0478                          STATION DESCRIPTION
 CS0478
 CS0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0478'7.8 MI NW FROM TRINIDAD.
 CS0478'5.7 MILES NORTHWEST ALONG STATE HIGHWAY 274 FROM THE ST. LOUIS
 CS0478'SOUTHWESTERN RAILROAD STATION AT TRINIDAD, THENCE 1.2 MILES EAST ALONG
 CS0478'A DIRT ROAD, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD TO THE SITE OF
 CS0478'THE MARK, 0.2 MILE NORTH OF A FARM HOUSE, 23 FEET EAST OF THE CENTER
 CS0478'LINE OF AN ABANDONED ROAD, 11 FEET NORTHWEST OF A 30 INCH OAK TREE, 2
 CS0478'FEET EAST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0478'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2345 ***********************************************************************
 BY2345  DESIGNATION -  Z 393
 BY2345  PID         -  BY2345
 BY2345  STATE/COUNTY-  TX/ANDERSON
 BY2345  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2345
 BY2345                         *CURRENT SURVEY CONTROL
 BY2345  ___________________________________________________________________
 BY2345* NAD 83(1986)-  31 47 39.     (N)    095 50 10.     (W)     SCALED    
 BY2345* NAVD 88     -        97.431  (meters)     319.65   (feet)  ADJUSTED  
 BY2345  ___________________________________________________________________
 BY2345  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BY2345  DYNAMIC HT  -          97.315 (meters)     319.27  (feet)  COMP
 BY2345  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 BY2345
 BY2345  VERT ORDER  -  SECOND    CLASS 0
 BY2345
 BY2345.The horizontal coordinates were scaled from a topographic map and have
 BY2345.an estimated accuracy of +/- 6 seconds.
 BY2345
 BY2345.The orthometric height was determined by differential leveling
 BY2345.and adjusted by the National Geodetic Survey in June 1991..
 BY2345
 BY2345.The geoid height was determined by GEOID03.
 BY2345
 BY2345.The dynamic height is computed by dividing the NAVD 88
 BY2345.geopotential number by the normal gravity value computed on the
 BY2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2345.degrees latitude (g = 980.6199 gals.).
 BY2345
 BY2345.The modeled gravity was interpolated from observed gravity values.
 BY2345
 BY2345;                    North         East    Units  Estimated Accuracy
 BY2345;SPC TX C     - 3,244,460.    1,125,780.      MT  (+/- 180 meters Scaled)
 BY2345
 BY2345                          SUPERSEDED SURVEY CONTROL
 BY2345
 BY2345  NGVD 29 (??/??/92)   97.413  (m)          319.60   (f) ADJ UNCH    2 0
 BY2345
 BY2345.Superseded values are not recommended for survey control.
 BY2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2345.See file dsdata.txt to determine how the superseded data were derived.
 BY2345
 BY2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR314211(NAD 83)
 BY2345_MARKER: DB = BENCH MARK DISK
 BY2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2345_STAMPING: Z 393 1947
 BY2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2345+STABILITY: SURFACE MOTION
 BY2345
 BY2345  HISTORY     - Date     Condition        Report By
 BY2345  HISTORY     - 1947     MONUMENTED       CGS
 BY2345  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2345
 BY2345                          STATION DESCRIPTION
 BY2345
 BY2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2345'4.1 MI S FROM TENNESSEE COLONY.
 BY2345'3.2 MILES SOUTHEAST ALONG A COUNTY ROAD LEADING TO TUCKER FROM THE
 BY2345'SCHOOL AT TENNESSEE COLONY, THENCE 0.9 MILE WEST ALONG A NARROW ROAD
 BY2345'TO THE SITE OF THE MARK, 150 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BY2345'A FARM HOUSE, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 9 FEET
 BY2345'NORTHEAST OF A 24 INCH OAK TREE, 2 FEET NORTH OF A WIRE FENCE, 2 FEET
 BY2345'SOUTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 BY2345'CONCRETE POST.
 BY2345
 BY2345                          STATION RECOVERY (1977)
 BY2345
 BY2345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1227 ***********************************************************************
 CS1227  DESIGNATION -  Z 394
 CS1227  PID         -  CS1227
 CS1227  STATE/COUNTY-  TX/DALLAS
 CS1227  USGS QUAD   -  DALLAS (1981)
 CS1227
 CS1227                         *CURRENT SURVEY CONTROL
 CS1227  ___________________________________________________________________
 CS1227* NAD 83(1986)-  32 48 16.     (N)    096 48 10.     (W)     SCALED    
 CS1227* NAVD 88     -       141.237  (meters)     463.38   (feet)  ADJUSTED  
 CS1227  ___________________________________________________________________
 CS1227  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CS1227  DYNAMIC HT  -         141.076 (meters)     462.85  (feet)  COMP
 CS1227  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CS1227
 CS1227  VERT ORDER  -  FIRST     CLASS II
 CS1227
 CS1227.The horizontal coordinates were scaled from a topographic map and have
 CS1227.an estimated accuracy of +/- 6 seconds.
 CS1227
 CS1227.The orthometric height was determined by differential leveling
 CS1227.and adjusted by the National Geodetic Survey in June 1991..
 CS1227
 CS1227.The geoid height was determined by GEOID03.
 CS1227
 CS1227.The dynamic height is computed by dividing the NAVD 88
 CS1227.geopotential number by the normal gravity value computed on the
 CS1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1227.degrees latitude (g = 980.6199 gals.).
 CS1227
 CS1227.The modeled gravity was interpolated from observed gravity values.
 CS1227
 CS1227;                    North         East    Units  Estimated Accuracy
 CS1227;SPC TXNC     - 2,127,450.      758,930.      MT  (+/- 180 meters Scaled)
 CS1227
 CS1227                          SUPERSEDED SURVEY CONTROL
 CS1227
 CS1227  NGVD 29 (??/??/92)  141.249  (m)          463.41   (f) ADJ UNCH    1 2
 CS1227
 CS1227.Superseded values are not recommended for survey control.
 CS1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1227.See file dsdata.txt to determine how the superseded data were derived.
 CS1227
 CS1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB057317(NAD 83)
 CS1227_MARKER: DB = BENCH MARK DISK
 CS1227_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CS1227_SP_SET: MASSIVE RETAINING WALL
 CS1227_STAMPING: Z 394 1947
 CS1227_MARK LOGO: NGS   
 CS1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1227
 CS1227  HISTORY     - Date     Condition        Report By
 CS1227  HISTORY     - 1947     MONUMENTED       CGS
 CS1227  HISTORY     - 1958     GOOD             NGS
 CS1227  HISTORY     - 1986     GOOD             NGS
 CS1227  HISTORY     - 1987     GOOD             USPSQD
 CS1227
 CS1227                          STATION DESCRIPTION
 CS1227
 CS1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1227'IN DALLAS.
 CS1227'AT DALLAS, ON THE MISSOURI, KANSAS AND TEXAS RAILROAD, ABOUT 2.5 MILES
 CS1227'NORTHEAST OF UNION STATION, AT THE BOWEN STREET UNDERPASS, 8.0 FEET
 CS1227'SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK, ON TOP
 CS1227'OF THE NORTHEAST END OF THE SOUTHWEST RETAINING WALL.  A BRONZE DISK
 CS1227'SET IN A DRILL IN CONCRETE.
 CS1227
 CS1227                          STATION RECOVERY (1958)
 CS1227
 CS1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1227'RECOVERED IN GOOD CONDITION.
 CS1227
 CS1227                          STATION RECOVERY (1986)
 CS1227
 CS1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1227'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS,
 CS1227'AT THE JUNCTION OF BOWEN STREET AND THE MISSOURI KANSAS TEXAS
 CS1227'RAILROAD, IN THE NORTHEAST END OF THE SOUTHWEST CONCRETE RETAINING
 CS1227'WALL OF THE RAILROAD OVERPASS OF THE STREET, 9.9 M (32.5 FT) SOUTHWEST
 CS1227'OF THE CENTER OF THE STREET, AND 1.3 M (4.3 FT) SOUTHEAST OF THE NEAR
 CS1227'RAIL.
 CS1227'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CS1227
 CS1227                          STATION RECOVERY (1987)
 CS1227
 CS1227'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1185 ***********************************************************************
 CS1185  DESIGNATION -  Z 395
 CS1185  PID         -  CS1185
 CS1185  STATE/COUNTY-  TX/DALLAS
 CS1185  USGS QUAD   -  DALLAS (1981)
 CS1185
 CS1185                         *CURRENT SURVEY CONTROL
 CS1185  ___________________________________________________________________
 CS1185* NAD 83(1986)-  32 46 08.     (N)    096 48 03.     (W)     SCALED    
 CS1185* NAVD 88     -       126.931  (meters)     416.44   (feet)  ADJUSTED  
 CS1185  ___________________________________________________________________
 CS1185  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CS1185  DYNAMIC HT  -         126.786 (meters)     415.96  (feet)  COMP
 CS1185  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 CS1185
 CS1185  VERT ORDER  -  FIRST     CLASS II
 CS1185
 CS1185.The horizontal coordinates were scaled from a topographic map and have
 CS1185.an estimated accuracy of +/- 6 seconds.
 CS1185
 CS1185.The orthometric height was determined by differential leveling
 CS1185.and adjusted by the National Geodetic Survey in June 1991..
 CS1185
 CS1185.The geoid height was determined by GEOID03.
 CS1185
 CS1185.The dynamic height is computed by dividing the NAVD 88
 CS1185.geopotential number by the normal gravity value computed on the
 CS1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1185.degrees latitude (g = 980.6199 gals.).
 CS1185
 CS1185.The modeled gravity was interpolated from observed gravity values.
 CS1185
 CS1185;                    North         East    Units  Estimated Accuracy
 CS1185;SPC TXNC     - 2,123,510.      759,180.      MT  (+/- 180 meters Scaled)
 CS1185
 CS1185                          SUPERSEDED SURVEY CONTROL
 CS1185
 CS1185  NGVD 29 (??/??/92)  126.945  (m)          416.49   (f) ADJ UNCH    1 2
 CS1185
 CS1185.Superseded values are not recommended for survey control.
 CS1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1185.See file dsdata.txt to determine how the superseded data were derived.
 CS1185
 CS1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB059278(NAD 83)
 CS1185_MARKER: DB = BENCH MARK DISK
 CS1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1185_SP_SET: UNDERPASS
 CS1185_STAMPING: Z 395 1947
 CS1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1185
 CS1185  HISTORY     - Date     Condition        Report By
 CS1185  HISTORY     - 1947     MONUMENTED       CGS
 CS1185  HISTORY     - 1958     GOOD             NGS
 CS1185
 CS1185                          STATION DESCRIPTION
 CS1185
 CS1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1185'IN DALLAS.
 CS1185'AT DALLAS, ON THE MISSOURI-KANSAS-TEXAS RAILROAD, AT THE SOUTHWEST
 CS1185'CORNER OF THE CADIZ STREET UNDERPASS, 47.0 FEET SOUTHWEST OF AND ABOUT
 CS1185'LEVEL WITH THE CENTER LINE OF THE SOUTH TRACK, 9.0 FEET SOUTHWEST OF
 CS1185'THE WEST END OF THE SOUTH CONCRETE GUARD RAIL, 0.6 FOOT NORTH OF THE
 CS1185'NORTH END OF THE WEST CONCRETE GUARD RAIL FOR STEPS.  A BRONZE DISK
 CS1185'SET IN A DRILL HOLE IN CONCRETE.
 CS1185
 CS1185                          STATION RECOVERY (1958)
 CS1185
 CS1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0597 ***********************************************************************
 CR0597  DESIGNATION -  Z 396
 CR0597  PID         -  CR0597
 CR0597  STATE/COUNTY-  TX/HENDERSON
 CR0597  USGS QUAD   -  CROSS ROADS (1984)
 CR0597
 CR0597                         *CURRENT SURVEY CONTROL
 CR0597  ___________________________________________________________________
 CR0597* NAD 83(1986)-  32 06 22.     (N)    095 54 41.     (W)     SCALED    
 CR0597* NAVD 88     -       147.583  (meters)     484.20   (feet)  ADJUSTED  
 CR0597  ___________________________________________________________________
 CR0597  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0597  DYNAMIC HT  -         147.412 (meters)     483.63  (feet)  COMP
 CR0597  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 CR0597
 CR0597  VERT ORDER  -  SECOND    CLASS 0
 CR0597
 CR0597.The horizontal coordinates were scaled from a topographic map and have
 CR0597.an estimated accuracy of +/- 6 seconds.
 CR0597
 CR0597.The orthometric height was determined by differential leveling
 CR0597.and adjusted by the National Geodetic Survey in June 1991..
 CR0597
 CR0597.The geoid height was determined by GEOID03.
 CR0597
 CR0597.The dynamic height is computed by dividing the NAVD 88
 CR0597.geopotential number by the normal gravity value computed on the
 CR0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0597.degrees latitude (g = 980.6199 gals.).
 CR0597
 CR0597.The modeled gravity was interpolated from observed gravity values.
 CR0597
 CR0597;                    North         East    Units  Estimated Accuracy
 CR0597;SPC TXNC     - 2,051,740.      844,300.      MT  (+/- 180 meters Scaled)
 CR0597
 CR0597                          SUPERSEDED SURVEY CONTROL
 CR0597
 CR0597  NGVD 29 (??/??/92)  147.585  (m)          484.20   (f) ADJ UNCH    2 0
 CR0597
 CR0597.Superseded values are not recommended for survey control.
 CR0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0597.See file dsdata.txt to determine how the superseded data were derived.
 CR0597
 CR0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR252559(NAD 83)
 CR0597_MARKER: DB = BENCH MARK DISK
 CR0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0597_SP_SET: CULVERT
 CR0597_STAMPING: Z 396 1947
 CR0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0597
 CR0597  HISTORY     - Date     Condition        Report By
 CR0597  HISTORY     - 1947     MONUMENTED       CGS
 CR0597
 CR0597                          STATION DESCRIPTION
 CR0597
 CR0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0597'8.2 MI SW FROM ATHENS.
 CR0597'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 7.0 MILES SOUTHWEST
 CR0597'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, 0.9 MILE
 CR0597'SOUTHWEST OF THE JUNCTION OF AN OILED CROSS ROAD, ON THE NORTHEAST
 CR0597'SLOPE OF A LONG HILL, 20.0 FEET SOUTHEAST OF THE CENTER OF THE
 CR0597'HIGHWAY, 18.0 FEET NORTHEAST OF AN 18-INCH OAK TREE, 14.0 FEET WEST OF
 CR0597'A 2-FOOT OAK TREE, SET IN THE TOP OF THE NORTHEAST END OF THE
 CR0597'SOUTHEAST HEAD-WALL OF A 2-FOOT CONCRETE CULVERT UNDER THE HIGHWAY,
 CR0597'ABOUT 2 FEET BELOW THE HIGHWAY.  NOTE-- THIS BENCH MARK IS ALSO 4.9
 CR0597'MILES NORTHEAST ALONG FARM HIGHWAY NO. 59 FROM THE CROSS ROADS SCHOOL
 CR0597'AT CROSS ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0499 ***********************************************************************
 CS0499  DESIGNATION -  Z 397
 CS0499  PID         -  CS0499
 CS0499  STATE/COUNTY-  TX/NAVARRO
 CS0499  USGS QUAD   -  BAZETTE (1976)
 CS0499
 CS0499                         *CURRENT SURVEY CONTROL
 CS0499  ___________________________________________________________________
 CS0499* NAD 83(1986)-  32 12 51.     (N)    096 17 17.     (W)     SCALED    
 CS0499* NAVD 88     -       119.083  (meters)     390.69   (feet)  ADJUSTED  
 CS0499  ___________________________________________________________________
 CS0499  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0499  DYNAMIC HT  -         118.945 (meters)     390.24  (feet)  COMP
 CS0499  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 CS0499
 CS0499  VERT ORDER  -  SECOND    CLASS 0
 CS0499
 CS0499.The horizontal coordinates were scaled from a topographic map and have
 CS0499.an estimated accuracy of +/- 6 seconds.
 CS0499
 CS0499.The orthometric height was determined by differential leveling
 CS0499.and adjusted by the National Geodetic Survey in June 1991..
 CS0499
 CS0499.The geoid height was determined by GEOID03.
 CS0499
 CS0499.The dynamic height is computed by dividing the NAVD 88
 CS0499.geopotential number by the normal gravity value computed on the
 CS0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0499.degrees latitude (g = 980.6199 gals.).
 CS0499
 CS0499.The modeled gravity was interpolated from observed gravity values.
 CS0499
 CS0499;                    North         East    Units  Estimated Accuracy
 CS0499;SPC TXNC     - 2,062,910.      808,510.      MT  (+/- 180 meters Scaled)
 CS0499
 CS0499                          SUPERSEDED SURVEY CONTROL
 CS0499
 CS0499  NGVD 29 (??/??/92)  119.086  (m)          390.70   (f) ADJ UNCH    2 0
 CS0499
 CS0499.Superseded values are not recommended for survey control.
 CS0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0499.See file dsdata.txt to determine how the superseded data were derived.
 CS0499
 CS0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA556674(NAD 83)
 CS0499_MARKER: DB = BENCH MARK DISK
 CS0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0499_STAMPING: Z 397 1947
 CS0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0499+STABILITY: SURFACE MOTION
 CS0499
 CS0499  HISTORY     - Date     Condition        Report By
 CS0499  HISTORY     - 1947     MONUMENTED       CGS
 CS0499
 CS0499                          STATION DESCRIPTION
 CS0499
 CS0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0499'4.5 MI NW FROM BAZETTE.
 CS0499'TO REACH FROM THE BAZETTE SCHOOL AT BAZETTE, PROCEED 1.1 MILE
 CS0499'SOUTHWEST AND 2.4 MILES NORTHWEST ALONG THE BAZETTE-MONTFORT ROAD TO A
 CS0499'DIRT ROAD LEADING NORTHEAST, THENCE 1.0 MILE NORTHEAST ALONG A DIRT
 CS0499'ROAD, BENCH MARK IS AT THE JUNCTION OF A PRIVATE ROAD LEADING
 CS0499'SOUTHEAST TO A FARM HOUSE, 52.0 FEET EAST OF AND ACROSS THE ROAD FROM
 CS0499'REA CO-OP POLE NO. 6/11, 25.0 FEET NORTHEAST OF THE CENTER OF A
 CS0499'PRIVATE ROAD, 20.0 FEET SOUTHEAST OF THE CENTER OF THE MAIN ROAD, 4.5
 CS0499'FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 2.5 FEET NORTHEAST
 CS0499'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 CS0499'AS THE ROAD AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2314 ***********************************************************************
 BY2314  DESIGNATION -  Z 398
 BY2314  PID         -  BY2314
 BY2314  STATE/COUNTY-  TX/ANDERSON
 BY2314  USGS QUAD   -  CAYUGA (1982)
 BY2314
 BY2314                         *CURRENT SURVEY CONTROL
 BY2314  ___________________________________________________________________
 BY2314* NAD 83(1986)-  31 52 47.     (N)    095 54 41.     (W)     SCALED    
 BY2314* NAVD 88     -       100.630  (meters)     330.15   (feet)  ADJUSTED  
 BY2314  ___________________________________________________________________
 BY2314  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BY2314  DYNAMIC HT  -         100.511 (meters)     329.76  (feet)  COMP
 BY2314  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 BY2314
 BY2314  VERT ORDER  -  SECOND    CLASS 0
 BY2314
 BY2314.The horizontal coordinates were scaled from a topographic map and have
 BY2314.an estimated accuracy of +/- 6 seconds.
 BY2314
 BY2314.The orthometric height was determined by differential leveling
 BY2314.and adjusted by the National Geodetic Survey in June 1991..
 BY2314
 BY2314.The geoid height was determined by GEOID03.
 BY2314
 BY2314.The dynamic height is computed by dividing the NAVD 88
 BY2314.geopotential number by the normal gravity value computed on the
 BY2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2314.degrees latitude (g = 980.6199 gals.).
 BY2314
 BY2314.The modeled gravity was interpolated from observed gravity values.
 BY2314
 BY2314;                    North         East    Units  Estimated Accuracy
 BY2314;SPC TX C     - 3,253,650.    1,118,280.      MT  (+/- 180 meters Scaled)
 BY2314
 BY2314                          SUPERSEDED SURVEY CONTROL
 BY2314
 BY2314  NGVD 29 (??/??/92)  100.619  (m)          330.11   (f) ADJ UNCH    2 0
 BY2314
 BY2314.Superseded values are not recommended for survey control.
 BY2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2314.See file dsdata.txt to determine how the superseded data were derived.
 BY2314
 BY2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR245308(NAD 83)
 BY2314_MARKER: DB = BENCH MARK DISK
 BY2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2314_STAMPING: Z 398 1947
 BY2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2314+STABILITY: SURFACE MOTION
 BY2314
 BY2314  HISTORY     - Date     Condition        Report By
 BY2314  HISTORY     - 1947     MONUMENTED       CGS
 BY2314  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2314
 BY2314                          STATION DESCRIPTION
 BY2314
 BY2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2314'2.9 MI S FROM BETHEL.
 BY2314'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2314'THENCE 2.6 MILES SOUTH ALONG A COUNTY ROAD TO THE SITE OF THE MARK,
 BY2314'1.0 MILE SOUTH OF THE BETHEL COLORED SCHOOL AND CHURCH, 0.2 MILE NORTH
 BY2314'OF A FARM HOUSE, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 6 FEET
 BY2314'EAST OF A WIRE FENCE, 2 FEET SOUTH OF A 4X4 MARKER POST.  A BRONZE
 BY2314'DISK SET IN THE TOP OF A CONCRETE POST.
 BY2314
 BY2314                          STATION RECOVERY (1977)
 BY2314
 BY2314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2225 ***********************************************************************
 BY2225  DESIGNATION -  Z 399
 BY2225  PID         -  BY2225
 BY2225  STATE/COUNTY-  TX/ANDERSON
 BY2225  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2225
 BY2225                         *CURRENT SURVEY CONTROL
 BY2225  ___________________________________________________________________
 BY2225* NAD 83(1986)-  31 46 54.     (N)    095 42 03.     (W)     SCALED    
 BY2225* NAVD 88     -       121.551  (meters)     398.79   (feet)  ADJUSTED  
 BY2225  ___________________________________________________________________
 BY2225  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BY2225  DYNAMIC HT  -         121.403 (meters)     398.30  (feet)  COMP
 BY2225  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BY2225
 BY2225  VERT ORDER  -  FIRST     CLASS II
 BY2225
 BY2225.This mark is at Palestine Muni (PSN) Airport (PSN)
 BY2225
 BY2225.The horizontal coordinates were scaled from a topographic map and have
 BY2225.an estimated accuracy of +/- 6 seconds.
 BY2225
 BY2225.The orthometric height was determined by differential leveling
 BY2225.and adjusted by the National Geodetic Survey in July 2002..
 BY2225
 BY2225.The geoid height was determined by GEOID03.
 BY2225
 BY2225.The dynamic height is computed by dividing the NAVD 88
 BY2225.geopotential number by the normal gravity value computed on the
 BY2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2225.degrees latitude (g = 980.6199 gals.).
 BY2225
 BY2225.The modeled gravity was interpolated from observed gravity values.
 BY2225
 BY2225;                    North         East    Units  Estimated Accuracy
 BY2225;SPC TX C     - 3,243,600.    1,138,640.      MT  (+/- 180 meters Scaled)
 BY2225
 BY2225                          SUPERSEDED SURVEY CONTROL
 BY2225
 BY2225  NAVD 88 (06/15/91)  121.553  (m)          398.80   (f) UNKNOWN     1 2
 BY2225  NGVD 29 (??/??/92)  121.529  (m)          398.72   (f) ADJ UNCH    1 2
 BY2225
 BY2225.Superseded values are not recommended for survey control.
 BY2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2225.See file dsdata.txt to determine how the superseded data were derived.
 BY2225
 BY2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR442194(NAD 83)
 BY2225_MARKER: DB = BENCH MARK DISK
 BY2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2225_STAMPING: Z 399 1947
 BY2225_MARK LOGO: CGS   
 BY2225_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2225+STABILITY: SURFACE MOTION
 BY2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2225+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1997
 BY2225
 BY2225  HISTORY     - Date     Condition        Report By
 BY2225  HISTORY     - 1947     MONUMENTED       CGS
 BY2225  HISTORY     - 19971017 GOOD             NGS
 BY2225  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2225
 BY2225                          STATION DESCRIPTION
 BY2225
 BY2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2225'5.7 MI NW FROM PALESTINE.
 BY2225'5.7 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY2225'PALESTINE, AT THE PALESTINE MUNICIPAL AIRPORT, NEAR THE SOUTHWEST
 BY2225'CORNER OF THE MAIN HANGAR, 130 FEET SOUTHEAST OF THE ADMINISTRATION
 BY2225'BUILDING, 15 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR, 1
 BY2225'FOOT NORTH OF A WIRE FENCE.  A BRONZE DISK SET IN THE TOP OF A
 BY2225'CONCRETE POST.
 BY2225
 BY2225                          STATION RECOVERY (1997)
 BY2225
 BY2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2225'6.9 KM (4.30 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 BY2225'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, THENCE 1.6 KM (1.00 MI)
 BY2225'SOUTHERLY ALONG COUNTY ROAD 431, 40.5 M (132.9 FT) SOUTHEAST OF THE
 BY2225'SOUTHEAST FACE OF THE PALESTINE MUNICIPAL AIRPORT OFFICE, 38.1 M
 BY2225'(125.0 FT) SOUTHWEST OF THE ROAD CENTER, 5.2 M (17.1 FT) NORTHWEST OF
 BY2225'THE WEST CORNER OF A HANGER, 4.1 M (13.5 FT) SOUTH OF THE SOUTH CORNER
 BY2225'OF A PARKING LOT, 0.1 M (0.3 FT) NORTHEAST OF A FENCE, AND THE
 BY2225'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BY2225
 BY2225                          STATION RECOVERY (2002)
 BY2225
 BY2225'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0866 ***********************************************************************
 BL0866  DESIGNATION -  Z 400
 BL0866  PID         -  BL0866
 BL0866  STATE/COUNTY-  TX/WALKER
 BL0866  USGS QUAD   -  RIVERSIDE (1997)
 BL0866
 BL0866                         *CURRENT SURVEY CONTROL
 BL0866  ___________________________________________________________________
 BL0866* NAD 83(1986)-  30 52 16.     (N)    095 27 54.     (W)     SCALED    
 BL0866* NAVD 88     -        63.82   (+/-2cm)     209.4    (feet)  VERTCON   
 BL0866  ___________________________________________________________________
 BL0866  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL0866
 BL0866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0866
 BL0866.The horizontal coordinates were scaled from a topographic map and have
 BL0866.an estimated accuracy of +/- 6 seconds.
 BL0866
 BL0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0866.The vertical order pertains to the NGVD 29 superseded value.
 BL0866
 BL0866.The geoid height was determined by GEOID03.
 BL0866
 BL0866;                    North         East    Units  Estimated Accuracy
 BL0866;SPC TX C     - 3,143,700.    1,165,370.      MT  (+/- 180 meters Scaled)
 BL0866
 BL0866                          SUPERSEDED SURVEY CONTROL
 BL0866
 BL0866  NGVD 29 (??/??/92)   63.827  (m)          209.41   (f) ADJ UNCH    2 0
 BL0866
 BL0866.Superseded values are not recommended for survey control.
 BL0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0866.See file dsdata.txt to determine how the superseded data were derived.
 BL0866
 BL0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ643179(NAD 83)
 BL0866_MARKER: DB = BENCH MARK DISK
 BL0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0866_STAMPING: Z 400 1947
 BL0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0866+STABILITY: SURFACE MOTION
 BL0866
 BL0866  HISTORY     - Date     Condition        Report By
 BL0866  HISTORY     - 1947     MONUMENTED       CGS
 BL0866  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0866
 BL0866                          STATION DESCRIPTION
 BL0866
 BL0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0866'4.3 MI W FROM RIVERSIDE.
 BL0866'4.3 MILES WEST ALONG A GRAVEL ROAD FROM THE RIVERSIDE HIGH SCHOOL AT
 BL0866'RIVERSIDE, ON THE OUTSIDE OF AND AT THE WEST END OF A CURVE IN THE
 BL0866'ROAD, 117.5 FEET WEST OF THE CENTER OF A STEEL CATTLE GUARD ACROSS
 BL0866'PRIVATE ROAD LEADING NORTH, 97.0 FEET NORTHEAST OF A LONE 2-FOOT OAK
 BL0866'TREE WHICH IS ON THE ROAD RIGHT OF WAY, 52.0 FEET NORTH OF THE CENTER
 BL0866'OF THE MAIN ROAD, 2.4 FEET WEST OF A REFERENCE POST, 1.2 FOOT SOUTH OF
 BL0866'THE NORTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST AT THE TOP OF A
 BL0866'SMALL SANDY KNOLL, ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.3
 BL0866'FOOT.
 BL0866
 BL0866                          STATION RECOVERY (1996)
 BL0866
 BL0866'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1445 ***********************************************************************
 BY1445  DESIGNATION -  Z 401 RESET 1963
 BY1445  PID         -  BY1445
 BY1445  STATE/COUNTY-  TX/HOUSTON
 BY1445  USGS QUAD   -  CROCKETT (1950)
 BY1445
 BY1445                         *CURRENT SURVEY CONTROL
 BY1445  ___________________________________________________________________
 BY1445* NAD 83(1986)-  31 18 35.     (N)    095 29 11.     (W)     SCALED    
 BY1445* NAVD 88     -        98.337  (meters)     322.63   (feet)  ADJUSTED  
 BY1445  ___________________________________________________________________
 BY1445  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1445  DYNAMIC HT  -          98.213 (meters)     322.22  (feet)  COMP
 BY1445  MODELED GRAV-     979,386.0   (mgal)                       NAVD 88
 BY1445
 BY1445  VERT ORDER  -  FIRST     CLASS II
 BY1445
 BY1445.The horizontal coordinates were scaled from a topographic map and have
 BY1445.an estimated accuracy of +/- 6 seconds.
 BY1445
 BY1445.The orthometric height was determined by differential leveling
 BY1445.and adjusted by the National Geodetic Survey in June 1991..
 BY1445
 BY1445.The geoid height was determined by GEOID03.
 BY1445
 BY1445.The dynamic height is computed by dividing the NAVD 88
 BY1445.geopotential number by the normal gravity value computed on the
 BY1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1445.degrees latitude (g = 980.6199 gals.).
 BY1445
 BY1445.The modeled gravity was interpolated from observed gravity values.
 BY1445
 BY1445;                    North         East    Units  Estimated Accuracy
 BY1445;SPC TX C     - 3,192,190.    1,161,210.      MT  (+/- 180 meters Scaled)
 BY1445
 BY1445                          SUPERSEDED SURVEY CONTROL
 BY1445
 BY1445  NGVD 29 (??/??/??)   98.32   (m)          322.6    (f) RESET       3  
 BY1445
 BY1445.Superseded values are not recommended for survey control.
 BY1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1445.See file dsdata.txt to determine how the superseded data were derived.
 BY1445
 BY1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ633665(NAD 83)
 BY1445_MARKER: DB = BENCH MARK DISK
 BY1445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1445_SP_SET: CULVERT
 BY1445_STAMPING: Z 401 RESET 1963
 BY1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1445
 BY1445  HISTORY     - Date     Condition        Report By
 BY1445  HISTORY     - 1963     MONUMENTED       CGS
 BY1445  HISTORY     - 1980     GOOD             NGS
 BY1445
 BY1445                          STATION DESCRIPTION
 BY1445
 BY1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BY1445'1.9 MI W FROM CROCKETT.
 BY1445'TO REACH FROM THE COURTHOUSE AT CROCKETT GO WEST 1.9 MILES ALONG STATE
 BY1445'HIGHWAY 7 TO SITE OF MARK, BENCH MARK IS 32.0 FEET NORTH OF AND ABOUT
 BY1445'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE EAST END OF
 BY1445'THE NORTH HEADWALL OF A 10 X 10 FT. CONCRETE CULVERT.  A BRONZE BENCH
 BY1445'MARK DISK SET IN A DRILL HOLE IN CONCRETE.  STAMPED Z 401 RESET 1963.
 BY1445
 BY1445                          STATION RECOVERY (1980)
 BY1445
 BY1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1445'3.1 KM. (1.9 MI.) WEST ALONG STATE HIGHWAY 7 FROM THE HOUSTON COUNTY
 BY1445'COURTHOUSE IN CROCKETT, IN TOP OF THE EAST END OF THE NORTH HEADWALL
 BY1445'OF A 3-M. BY 3-M. CONCRETE CULVERT, 9.7 M. (32.0 FT.) NORTH OF THE
 BY1445'CENTERLINE OF THE HIGHWAY.
 BY1445'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1827 ***********************************************************************
 BY1827  DESIGNATION -  Z 402
 BY1827  PID         -  BY1827
 BY1827  STATE/COUNTY-  TX/HOUSTON
 BY1827  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1827
 BY1827                         *CURRENT SURVEY CONTROL
 BY1827  ___________________________________________________________________
 BY1827* NAD 83(1986)-  31 18 25.     (N)    095 36 24.     (W)     SCALED    
 BY1827* NAVD 88     -        94.76   (+/-2cm)     310.9    (feet)  VERTCON   
 BY1827  ___________________________________________________________________
 BY1827  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY1827
 BY1827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1827
 BY1827.The horizontal coordinates were scaled from a topographic map and have
 BY1827.an estimated accuracy of +/- 6 seconds.
 BY1827
 BY1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1827.The vertical order pertains to the NGVD 29 superseded value.
 BY1827
 BY1827.The geoid height was determined by GEOID03.
 BY1827
 BY1827;                    North         East    Units  Estimated Accuracy
 BY1827;SPC TX C     - 3,191,390.    1,149,780.      MT  (+/- 180 meters Scaled)
 BY1827
 BY1827                          SUPERSEDED SURVEY CONTROL
 BY1827
 BY1827  NGVD 29 (??/??/92)   94.755  (m)          310.88   (f) ADJ UNCH    2 0
 BY1827
 BY1827.Superseded values are not recommended for survey control.
 BY1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1827.See file dsdata.txt to determine how the superseded data were derived.
 BY1827
 BY1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ519665(NAD 83)
 BY1827_MARKER: DB = BENCH MARK DISK
 BY1827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1827_SP_SET: CULVERT
 BY1827_STAMPING: Z 402 1947
 BY1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1827
 BY1827  HISTORY     - Date     Condition        Report By
 BY1827  HISTORY     - 1947     MONUMENTED       CGS
 BY1827  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1827
 BY1827                          STATION DESCRIPTION
 BY1827
 BY1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1827'9.8 MI W FROM CROCKETT.
 BY1827'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 9.8 MILES ALONG
 BY1827'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS 18.0 FEET NORTH OF
 BY1827'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 BY1827'CENTER OF THE NORTH HEADWALL OF A CONCRETE BOX CULVERT.  A BRONZE
 BY1827'BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.  NOTE-- PROBABLY
 BY1827'COVERED OR DESTROYED BY ROAD EQUIPMENT.
 BY1827
 BY1827                          STATION RECOVERY (1964)
 BY1827
 BY1827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1833 ***********************************************************************
 BY1833  DESIGNATION -  Z 403
 BY1833  PID         -  BY1833
 BY1833  STATE/COUNTY-  TX/LEON
 BY1833  USGS QUAD   -  HALLS BLUFF (1972)
 BY1833
 BY1833                         *CURRENT SURVEY CONTROL
 BY1833  ___________________________________________________________________
 BY1833* NAD 83(1986)-  31 20 09.     (N)    095 41 14.     (W)     SCALED    
 BY1833* NAVD 88     -        59.15   (+/-2cm)     194.1    (feet)  VERTCON   
 BY1833  ___________________________________________________________________
 BY1833  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY1833
 BY1833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1833
 BY1833.The horizontal coordinates were scaled from a topographic map and have
 BY1833.an estimated accuracy of +/- 6 seconds.
 BY1833
 BY1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1833.The vertical order pertains to the NGVD 29 superseded value.
 BY1833
 BY1833.The geoid height was determined by GEOID03.
 BY1833
 BY1833;                    North         East    Units  Estimated Accuracy
 BY1833;SPC TX C     - 3,194,270.    1,141,990.      MT  (+/- 180 meters Scaled)
 BY1833
 BY1833                          SUPERSEDED SURVEY CONTROL
 BY1833
 BY1833  NGVD 29 (??/??/92)   59.146  (m)          194.05   (f) ADJ UNCH    2 0
 BY1833
 BY1833.Superseded values are not recommended for survey control.
 BY1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1833.See file dsdata.txt to determine how the superseded data were derived.
 BY1833
 BY1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ443699(NAD 83)
 BY1833_MARKER: DB = BENCH MARK DISK
 BY1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1833_STAMPING: Z 403 1947
 BY1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1833+STABILITY: SURFACE MOTION
 BY1833
 BY1833  HISTORY     - Date     Condition        Report By
 BY1833  HISTORY     - 1947     MONUMENTED       CGS
 BY1833
 BY1833                          STATION DESCRIPTION
 BY1833
 BY1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1833'15.8 MI W FROM CROCKETT.
 BY1833'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 15.8 MILES ALONG
 BY1833'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS ABOUT 85 YARDS
 BY1833'NORTHWEST OF A FARMHOUSE, 54.2 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 BY1833'CENTER LINE OF THE HIGHWAY, 4.5 FEET SOUTHEAST OF A FENCE CORNER, 1.0
 BY1833'FOOT EAST OF A FENCE AND 2.0 FEET NORTH OF A 4 X 4 IN. MARKER POST. A
 BY1833'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1833'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1794 ***********************************************************************
 BY1794  DESIGNATION -  Z 404
 BY1794  PID         -  BY1794
 BY1794  STATE/COUNTY-  TX/LEON
 BY1794  USGS QUAD   -  LAKE LEON (1964)
 BY1794
 BY1794                         *CURRENT SURVEY CONTROL
 BY1794  ___________________________________________________________________
 BY1794* NAD 83(1986)-  31 29 32.     (N)    095 45 32.     (W)     SCALED    
 BY1794* NAVD 88     -        69.13   (+/-2cm)     226.8    (feet)  VERTCON   
 BY1794  ___________________________________________________________________
 BY1794  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY1794
 BY1794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1794
 BY1794.The horizontal coordinates were scaled from a topographic map and have
 BY1794.an estimated accuracy of +/- 6 seconds.
 BY1794
 BY1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1794.The vertical order pertains to the NGVD 29 superseded value.
 BY1794
 BY1794.The geoid height was determined by GEOID03.
 BY1794
 BY1794;                    North         East    Units  Estimated Accuracy
 BY1794;SPC TX C     - 3,211,310.    1,134,460.      MT  (+/- 180 meters Scaled)
 BY1794
 BY1794                          SUPERSEDED SURVEY CONTROL
 BY1794
 BY1794  NGVD 29 (??/??/92)   69.117  (m)          226.76   (f) ADJ UNCH    2 0
 BY1794
 BY1794.Superseded values are not recommended for survey control.
 BY1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1794.See file dsdata.txt to determine how the superseded data were derived.
 BY1794
 BY1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ379874(NAD 83)
 BY1794_MARKER: DB = BENCH MARK DISK
 BY1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1794_STAMPING: Z 404 1947
 BY1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1794+STABILITY: SURFACE MOTION
 BY1794
 BY1794  HISTORY     - Date     Condition        Report By
 BY1794  HISTORY     - 1947     MONUMENTED       CGS
 BY1794
 BY1794                          STATION DESCRIPTION
 BY1794
 BY1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1794'9.5 MI SE FROM OAKWOOD.
 BY1794'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1794'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY1794'SOUTHEASTERLY 9.4 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1794'BENCH MARK IS 72.8 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 65.6
 BY1794'FEET NORTH OF A FIFTEEN INCH HACKBERRY TREE, 22.0 FEET EAST OF AND
 BY1794'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A FENCE
 BY1794'AND 1.0 FOOT NORTH OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BY1794'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 BY1794'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1773 ***********************************************************************
 BY1773  DESIGNATION -  Z 405
 BY1773  PID         -  BY1773
 BY1773  STATE/COUNTY-  TX/HOUSTON
 BY1773  USGS QUAD   -  HAYS SPRING (1964)
 BY1773
 BY1773                         *CURRENT SURVEY CONTROL
 BY1773  ___________________________________________________________________
 BY1773* NAD 83(1986)-  31 28 06.     (N)    095 33 04.     (W)     SCALED    
 BY1773* NAVD 88     -       128.06   (+/-2cm)     420.1    (feet)  VERTCON   
 BY1773  ___________________________________________________________________
 BY1773  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY1773
 BY1773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1773
 BY1773.The horizontal coordinates were scaled from a topographic map and have
 BY1773.an estimated accuracy of +/- 6 seconds.
 BY1773
 BY1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1773.The vertical order pertains to the NGVD 29 superseded value.
 BY1773
 BY1773.The geoid height was determined by GEOID03.
 BY1773
 BY1773;                    North         East    Units  Estimated Accuracy
 BY1773;SPC TX C     - 3,209,490.    1,154,300.      MT  (+/- 180 meters Scaled)
 BY1773
 BY1773                          SUPERSEDED SURVEY CONTROL
 BY1773
 BY1773  NGVD 29 (??/??/92)  128.056  (m)          420.13   (f) ADJ UNCH    2 0
 BY1773
 BY1773.Superseded values are not recommended for survey control.
 BY1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1773.See file dsdata.txt to determine how the superseded data were derived.
 BY1773
 BY1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ576843(NAD 83)
 BY1773_MARKER: DB = BENCH MARK DISK
 BY1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1773_STAMPING: Z 405 1947
 BY1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1773+STABILITY: SURFACE MOTION
 BY1773
 BY1773  HISTORY     - Date     Condition        Report By
 BY1773  HISTORY     - 1947     MONUMENTED       CGS
 BY1773  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1773
 BY1773                          STATION DESCRIPTION
 BY1773
 BY1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1773'5.0 MI SW FROM GRAPELAND.
 BY1773'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1773'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY 5.0
 BY1773'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 110.6
 BY1773'FEET NORTHEAST OF THE NORTH END OF A CORRUGATED IRON CULVERT, 40.5
 BY1773'FEET EAST OF A TELEPHONE POLE, 30.7 FEET NORTH OF AND ABOUT LEVEL WITH
 BY1773'THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT
 BY1773'EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BY1773'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BY1773
 BY1773                          STATION RECOVERY (1964)
 BY1773
 BY1773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1816 ***********************************************************************
 BY1816  DESIGNATION -  Z 407
 BY1816  PID         -  BY1816
 BY1816  STATE/COUNTY-  TX/HOUSTON
 BY1816  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1816
 BY1816                         *CURRENT SURVEY CONTROL
 BY1816  ___________________________________________________________________
 BY1816* NAD 83(1986)-  31 22 37.     (N)    095 37 39.     (W)     SCALED    
 BY1816* NAVD 88     -        95.35   (+/-2cm)     312.8    (feet)  VERTCON   
 BY1816  ___________________________________________________________________
 BY1816  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY1816
 BY1816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1816
 BY1816.The horizontal coordinates were scaled from a topographic map and have
 BY1816.an estimated accuracy of +/- 6 seconds.
 BY1816
 BY1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1816.The vertical order pertains to the NGVD 29 superseded value.
 BY1816
 BY1816.The geoid height was determined by GEOID03.
 BY1816
 BY1816;                    North         East    Units  Estimated Accuracy
 BY1816;SPC TX C     - 3,199,060.    1,147,470.      MT  (+/- 180 meters Scaled)
 BY1816
 BY1816                          SUPERSEDED SURVEY CONTROL
 BY1816
 BY1816  NGVD 29 (??/??/92)   95.341  (m)          312.80   (f) ADJ UNCH    2 0
 BY1816
 BY1816.Superseded values are not recommended for survey control.
 BY1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1816.See file dsdata.txt to determine how the superseded data were derived.
 BY1816
 BY1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ501743(NAD 83)
 BY1816_MARKER: DB = BENCH MARK DISK
 BY1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1816_STAMPING: Z 407 1947
 BY1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1816+STABILITY: SURFACE MOTION
 BY1816
 BY1816  HISTORY     - Date     Condition        Report By
 BY1816  HISTORY     - 1947     MONUMENTED       CGS
 BY1816
 BY1816                          STATION DESCRIPTION
 BY1816
 BY1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1816'13.4 MI W FROM CROCKETT.
 BY1816'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1816'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1816'NORTHWESTERLY 9.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWESTERLY
 BY1816'3.7 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS
 BY1816'ABOUT 90 YARDS SOUTH OF A FARMHOUSE, 75.0 FEET SOUTHEAST OF THE EAST
 BY1816'END OF A BOARD GATE, 39.3 FEET SOUTH OF AN EIGHTEEN INCH PINE TREE,
 BY1816'19.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY1816'4.0 FEET SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER
 BY1816'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1816'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0275 ***********************************************************************
 BZ0275  DESIGNATION -  Z 408
 BZ0275  PID         -  BZ0275
 BZ0275  STATE/COUNTY-  TX/FREESTONE
 BZ0275  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0275
 BZ0275                         *CURRENT SURVEY CONTROL
 BZ0275  ___________________________________________________________________
 BZ0275* NAD 83(1986)-  31 58 48.     (N)    096 07 07.     (W)     SCALED    
 BZ0275* NAVD 88     -        90.383  (meters)     296.53   (feet)  ADJUSTED  
 BZ0275  ___________________________________________________________________
 BZ0275  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 BZ0275  DYNAMIC HT  -          90.277 (meters)     296.18  (feet)  COMP
 BZ0275  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 BZ0275
 BZ0275  VERT ORDER  -  SECOND    CLASS 0
 BZ0275
 BZ0275.The horizontal coordinates were scaled from a topographic map and have
 BZ0275.an estimated accuracy of +/- 6 seconds.
 BZ0275
 BZ0275.The orthometric height was determined by differential leveling
 BZ0275.and adjusted by the National Geodetic Survey in June 1991..
 BZ0275
 BZ0275.The geoid height was determined by GEOID03.
 BZ0275
 BZ0275.The dynamic height is computed by dividing the NAVD 88
 BZ0275.geopotential number by the normal gravity value computed on the
 BZ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0275.degrees latitude (g = 980.6199 gals.).
 BZ0275
 BZ0275.The modeled gravity was interpolated from observed gravity values.
 BZ0275
 BZ0275;                    North         East    Units  Estimated Accuracy
 BZ0275;SPC TX C     - 3,264,010.    1,098,260.      MT  (+/- 180 meters Scaled)
 BZ0275
 BZ0275                          SUPERSEDED SURVEY CONTROL
 BZ0275
 BZ0275  NGVD 29 (??/??/92)   90.382  (m)          296.53   (f) ADJ UNCH    2 0
 BZ0275
 BZ0275.Superseded values are not recommended for survey control.
 BZ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0275.See file dsdata.txt to determine how the superseded data were derived.
 BZ0275
 BZ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA722418(NAD 83)
 BZ0275_MARKER: DB = BENCH MARK DISK
 BZ0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0275_SP_SET: CULVERT
 BZ0275_STAMPING: Z 408 1947
 BZ0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0275
 BZ0275  HISTORY     - Date     Condition        Report By
 BZ0275  HISTORY     - 1947     MONUMENTED       CGS
 BZ0275
 BZ0275                          STATION DESCRIPTION
 BZ0275
 BZ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0275'8.6 MI W FROM CAYUGA.
 BZ0275'8.6 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT CAYUGA,
 BZ0275'0.15 MILE EAST OF THE FREESTONE-NAVARRO COUNTY LINE, 22 FEET SOUTH OF
 BZ0275'THE CENTER LINE OF THE HIGHWAY.  A BRONZE DISK SET IN THE TOP OF THE
 BZ0275'EAST END OF THE SOUTH HEADWALL OF A 4X4 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0351 ***********************************************************************
 BZ0351  DESIGNATION -  Z 409
 BZ0351  PID         -  BZ0351
 BZ0351  STATE/COUNTY-  TX/FREESTONE
 BZ0351  USGS QUAD   -  YOUNG (1982)
 BZ0351
 BZ0351                         *CURRENT SURVEY CONTROL
 BZ0351  ___________________________________________________________________
 BZ0351* NAD 83(1986)-  31 46 24.     (N)    096 00 54.     (W)     SCALED    
 BZ0351* NAVD 88     -       126.459  (meters)     414.89   (feet)  ADJUSTED  
 BZ0351  ___________________________________________________________________
 BZ0351  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BZ0351  DYNAMIC HT  -         126.307 (meters)     414.39  (feet)  COMP
 BZ0351  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 BZ0351
 BZ0351  VERT ORDER  -  SECOND    CLASS 0
 BZ0351
 BZ0351.The horizontal coordinates were scaled from a topographic map and have
 BZ0351.an estimated accuracy of +/- 6 seconds.
 BZ0351
 BZ0351.The orthometric height was determined by differential leveling
 BZ0351.and adjusted by the National Geodetic Survey in June 1991..
 BZ0351
 BZ0351.The geoid height was determined by GEOID03.
 BZ0351
 BZ0351.The dynamic height is computed by dividing the NAVD 88
 BZ0351.geopotential number by the normal gravity value computed on the
 BZ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0351.degrees latitude (g = 980.6199 gals.).
 BZ0351
 BZ0351.The modeled gravity was interpolated from observed gravity values.
 BZ0351
 BZ0351;                    North         East    Units  Estimated Accuracy
 BZ0351;SPC TX C     - 3,241,480.    1,108,940.      MT  (+/- 180 meters Scaled)
 BZ0351
 BZ0351                          SUPERSEDED SURVEY CONTROL
 BZ0351
 BZ0351  NGVD 29 (??/??/92)  126.446  (m)          414.85   (f) ADJ UNCH    2 0
 BZ0351
 BZ0351.Superseded values are not recommended for survey control.
 BZ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0351.See file dsdata.txt to determine how the superseded data were derived.
 BZ0351
 BZ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA826191(NAD 83)
 BZ0351_MARKER: DB = BENCH MARK DISK
 BZ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0351_STAMPING: Z 409 1947
 BZ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0351+STABILITY: SURFACE MOTION
 BZ0351
 BZ0351  HISTORY     - Date     Condition        Report By
 BZ0351  HISTORY     - 1947     MONUMENTED       CGS
 BZ0351
 BZ0351                          STATION DESCRIPTION
 BZ0351
 BZ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0351'19.8 MI NW FROM BUTLER.
 BZ0351'TO REACH FROM JENKINS STORE AND SERVICE STATION AT BUTLER, PROCEED 2.8
 BZ0351'MILES EAST ALONG U.S. HIGHWAY NO. 84, THENCE 15.4 MILES NORTHWEST AND
 BZ0351'1.6 MILE SOUTHWEST ALONG A DIRT ROAD, BENCH MARK IS AT THE JUNCTION OF
 BZ0351'A ONE TRACK DIRT ROAD LEADING NORTH TOWARD COOK LAKE, 69.0 FEET NORTH
 BZ0351'OF THE CENTER OF AN EAST-WEST ROAD, 32.0 FEET SOUTHWEST OF THE CENTER
 BZ0351'OF THE NORTH END OF THE Y FORMED BY THE ROAD LEADING NORTH, 2.0 FEET
 BZ0351'SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 BZ0351'ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT. NOTE -- THIS BENCH MARK
 BZ0351'IS ALSO 0.2 MILE EAST ALONG U.S. HIGHWAY NO. 84, THENCE 5.0 MILES
 BZ0351'NORTHEAST AND 1.9 MILE NORTH ALONG A DIRT ROAD AND 1.3 MILE EAST ALONG
 BZ0351'A ONE TRACK DIRT ROAD FROM THE TURLINGTON GROCERY STORE AT TURLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0033 ***********************************************************************
 AN0033  DESIGNATION -  Z 41
 AN0033  PID         -  AN0033
 AN0033  STATE/COUNTY-  TX/MATAGORDA
 AN0033  USGS QUAD   -  BLESSING (1995)
 AN0033
 AN0033                         *CURRENT SURVEY CONTROL
 AN0033  ___________________________________________________________________
 AN0033* NAD 83(1986)-  28 52 20.     (N)    096 13 17.     (W)     SCALED    
 AN0033* NAVD 88     -        13.11   (+/-2cm)      43.0    (feet)  VERTCON   
 AN0033  ___________________________________________________________________
 AN0033  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN0033
 AN0033  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0033
 AN0033.The horizontal coordinates were scaled from a topographic map and have
 AN0033.an estimated accuracy of +/- 6 seconds.
 AN0033
 AN0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0033.The vertical order pertains to the NGVD 29 superseded value.
 AN0033
 AN0033.The geoid height was determined by GEOID03.
 AN0033
 AN0033;                    North         East    Units  Estimated Accuracy
 AN0033;SPC TXSC     - 4,118,360.      871,020.      MT  (+/- 180 meters Scaled)
 AN0033
 AN0033                          SUPERSEDED SURVEY CONTROL
 AN0033
 AN0033  NGVD 29 (??/??/92)   13.153  (m)           43.15   (f) ADJ UNCH    1 1
 AN0033
 AN0033.Superseded values are not recommended for survey control.
 AN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0033.See file dsdata.txt to determine how the superseded data were derived.
 AN0033
 AN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS710970(NAD 83)
 AN0033_MARKER: DB = BENCH MARK DISK
 AN0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0033_SP_SET: BUILDING
 AN0033_STAMPING: Z 41 1918 ELEV. 44.409 FT.
 AN0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0033
 AN0033  HISTORY     - Date     Condition        Report By
 AN0033  HISTORY     - 1918     MONUMENTED       CGS
 AN0033  HISTORY     - 1972     GOOD             NGS
 AN0033  HISTORY     - 1978     GOOD             NGS
 AN0033  HISTORY     - 1991     GOOD             USPSQD
 AN0033  HISTORY     - 20060312 MARK NOT FOUND   USPSQD
 AN0033
 AN0033                          STATION DESCRIPTION
 AN0033
 AN0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0033'IN BLESSING.
 AN0033'AT BLESSING, AT THE NORTHWEST CORNER OF THE INTERSECTION OF AVENUE B
 AN0033'AND 10TH STREET, 0.2 MILE WEST OF THE CITY WATER TOWER, SET VERTICALLY
 AN0033'IN THE EAST FACE OF THE BRICK AND CONCRETE BLOCK WALL OF A STORE
 AN0033'BUILDING, 1.4 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, AND
 AN0033'4.4 FEET ABOVE THE SIDEWALK.
 AN0033
 AN0033                          STATION RECOVERY (1978)
 AN0033
 AN0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0033'RECOVERED IN GOOD CONDITION.
 AN0033
 AN0033                          STATION RECOVERY (1991)
 AN0033
 AN0033'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0033'RECOVERED IN GOOD CONDITION.
 AN0033
 AN0033                          STATION RECOVERY (2006)
 AN0033
 AN0033'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0033'NOT FOUND AS A NEW COVERING HAS BEEN PLACED OVER THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0296 ***********************************************************************
 BZ0296  DESIGNATION -  Z 411
 BZ0296  PID         -  BZ0296
 BZ0296  STATE/COUNTY-  TX/FREESTONE
 BZ0296  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0296
 BZ0296                         *CURRENT SURVEY CONTROL
 BZ0296  ___________________________________________________________________
 BZ0296* NAD 83(1986)-  31 52 20.     (N)    096 09 48.     (W)     SCALED    
 BZ0296* NAVD 88     -       105.588  (meters)     346.42   (feet)  ADJUSTED  
 BZ0296  ___________________________________________________________________
 BZ0296  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0296  DYNAMIC HT  -         105.464 (meters)     346.01  (feet)  COMP
 BZ0296  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 BZ0296
 BZ0296  VERT ORDER  -  SECOND    CLASS 0
 BZ0296
 BZ0296.The horizontal coordinates were scaled from a topographic map and have
 BZ0296.an estimated accuracy of +/- 6 seconds.
 BZ0296
 BZ0296.The orthometric height was determined by differential leveling
 BZ0296.and adjusted by the National Geodetic Survey in June 1991..
 BZ0296
 BZ0296.The geoid height was determined by GEOID03.
 BZ0296
 BZ0296.The dynamic height is computed by dividing the NAVD 88
 BZ0296.geopotential number by the normal gravity value computed on the
 BZ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0296.degrees latitude (g = 980.6199 gals.).
 BZ0296
 BZ0296.The modeled gravity was interpolated from observed gravity values.
 BZ0296
 BZ0296;                    North         East    Units  Estimated Accuracy
 BZ0296;SPC TX C     - 3,251,900.    1,094,490.      MT  (+/- 180 meters Scaled)
 BZ0296
 BZ0296                          SUPERSEDED SURVEY CONTROL
 BZ0296
 BZ0296  NGVD 29 (??/??/92)  105.577  (m)          346.38   (f) ADJ UNCH    2 0
 BZ0296
 BZ0296.Superseded values are not recommended for survey control.
 BZ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0296.See file dsdata.txt to determine how the superseded data were derived.
 BZ0296
 BZ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA683297(NAD 83)
 BZ0296_MARKER: DB = BENCH MARK DISK
 BZ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0296_STAMPING: Z 411 1947
 BZ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0296+STABILITY: SURFACE MOTION
 BZ0296
 BZ0296  HISTORY     - Date     Condition        Report By
 BZ0296  HISTORY     - 1947     MONUMENTED       CGS
 BZ0296  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0296
 BZ0296                          STATION DESCRIPTION
 BZ0296
 BZ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0296'5.0 MI NE FROM STEWARDS MILL.
 BZ0296'5.0 MILES NORTHEAST ALONG A DIRT ROAD (THE OLD STEWARS MILL-ST. ELMO
 BZ0296'ROAD) FROM THE CROSS ROADS AT STEWARDS MILL, 0.45 MILE NORTHWEST OF A
 BZ0296'SHARP TURN IN THE ROAD, AT THE WEST CORNER OF A LARGE FIELD, 40.0 FEET
 BZ0296'SOUTHEAST OF A FENCE CORNER POST, 28.0 FEET SOUTHEAST OF A 2 1/2-FOOT
 BZ0296'OAK TREE, 17.0 FEET NORTHEAST OF THE CENTER OF THE ROAD, 3.0 FEET
 BZ0296'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 3.0 FEET SOUTHEAST OF A
 BZ0296'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 BZ0296'ROAD AND PROJECTING 0.4 FOOT.
 BZ0296
 BZ0296                          STATION RECOVERY (2002)
 BZ0296
 BZ0296'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0296'RESTRICTED AREA - SOUR GAS FIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1132 ***********************************************************************
 BL1132  DESIGNATION -  Z 412
 BL1132  PID         -  BL1132
 BL1132  STATE/COUNTY-  TX/SAN JACINTO
 BL1132  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1132
 BL1132                         *CURRENT SURVEY CONTROL
 BL1132  ___________________________________________________________________
 BL1132* NAD 83(1986)-  30 40 45.     (N)    095 14 19.     (W)     SCALED    
 BL1132* NAVD 88     -        99.34   (+/-2cm)     325.9    (feet)  VERTCON   
 BL1132  ___________________________________________________________________
 BL1132  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BL1132
 BL1132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1132
 BL1132.The horizontal coordinates were scaled from a topographic map and have
 BL1132.an estimated accuracy of +/- 6 seconds.
 BL1132
 BL1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1132.The vertical order pertains to the NGVD 29 superseded value.
 BL1132
 BL1132.The geoid height was determined by GEOID03.
 BL1132
 BL1132;                    North         East    Units  Estimated Accuracy
 BL1132;SPC TX C     - 3,123,420.    1,187,970.      MT  (+/- 180 meters Scaled)
 BL1132
 BL1132                          SUPERSEDED SURVEY CONTROL
 BL1132
 BL1132  NGVD 29 (??/??/92)   99.355  (m)          325.97   (f) ADJ UNCH    2 0
 BL1132
 BL1132.Superseded values are not recommended for survey control.
 BL1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1132.See file dsdata.txt to determine how the superseded data were derived.
 BL1132
 BL1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP855961(NAD 83)
 BL1132_MARKER: DB = BENCH MARK DISK
 BL1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1132_STAMPING: Z 412 1947
 BL1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1132+STABILITY: SURFACE MOTION
 BL1132
 BL1132  HISTORY     - Date     Condition        Report By
 BL1132  HISTORY     - 1947     MONUMENTED       CGS
 BL1132
 BL1132                          STATION DESCRIPTION
 BL1132
 BL1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1132'9.5 MI SE FROM OAKHURST.
 BL1132'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL1132'OAKHURST, THENCE 2.7 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL1132'0.1 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.6 MILES EAST ALONG A
 BL1132'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 BL1132'1.0 MILE NORTHWEST OF BENCH MARK L 981, 9.6 MILES NORTHWEST OF
 BL1132'COLDSPRING, 101.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1132'ROAD, 83.8 FEET NORTHEAST OF A LONE 14 INCH PINE TREE, 25.0 FEET
 BL1132'NORTHWEST OF THE CENTER LINE OF A WOODS ROAD LEADING NORTHEAST, 13.1
 BL1132'FEET WEST OF A 12 INCH PINE TREE, 1.0 FOOT WEST OF A WITNESS, 0.95
 BL1132'MILE SOUTHEAST OF A WHITE FRAME CHURCH, SET IN THE TOP OF A CONCRETE
 BL1132'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0599 ***********************************************************************
 CS0599  DESIGNATION -  Z 414
 CS0599  PID         -  CS0599
 CS0599  STATE/COUNTY-  TX/HENDERSON
 CS0599  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0599
 CS0599                         *CURRENT SURVEY CONTROL
 CS0599  ___________________________________________________________________
 CS0599* NAD 83(1986)-  32 03 05.     (N)    096 01 58.     (W)     SCALED    
 CS0599* NAVD 88     -        82.314  (meters)     270.06   (feet)  ADJUSTED  
 CS0599  ___________________________________________________________________
 CS0599  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0599  DYNAMIC HT  -          82.218 (meters)     269.74  (feet)  COMP
 CS0599  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 CS0599
 CS0599  VERT ORDER  -  SECOND    CLASS 0
 CS0599
 CS0599.The horizontal coordinates were scaled from a topographic map and have
 CS0599.an estimated accuracy of +/- 6 seconds.
 CS0599
 CS0599.The orthometric height was determined by differential leveling
 CS0599.and adjusted by the National Geodetic Survey in June 1991..
 CS0599
 CS0599.The geoid height was determined by GEOID03.
 CS0599
 CS0599.The dynamic height is computed by dividing the NAVD 88
 CS0599.geopotential number by the normal gravity value computed on the
 CS0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0599.degrees latitude (g = 980.6199 gals.).
 CS0599
 CS0599.The modeled gravity was interpolated from observed gravity values.
 CS0599
 CS0599;                    North         East    Units  Estimated Accuracy
 CS0599;SPC TXNC     - 2,045,400.      832,990.      MT  (+/- 180 meters Scaled)
 CS0599
 CS0599                          SUPERSEDED SURVEY CONTROL
 CS0599
 CS0599  NGVD 29 (??/??/92)   82.318  (m)          270.07   (f) ADJ UNCH    2 0
 CS0599
 CS0599.Superseded values are not recommended for survey control.
 CS0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0599.See file dsdata.txt to determine how the superseded data were derived.
 CS0599
 CS0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA801499(NAD 83)
 CS0599_MARKER: DB = BENCH MARK DISK
 CS0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0599_STAMPING: Z 414 1947
 CS0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0599+STABILITY: SURFACE MOTION
 CS0599
 CS0599  HISTORY     - Date     Condition        Report By
 CS0599  HISTORY     - 1947     MONUMENTED       CGS
 CS0599  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS0599
 CS0599                          STATION DESCRIPTION
 CS0599
 CS0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0599'10.8 MI SW FROM MALAKOFF.
 CS0599'7.1 MILES SOUTH ALONG FARM HIGHWAY NO. 90 AND 3.7 MILES WEST ALONG THE
 CS0599'STEPHENS LAKE ROAD FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT
 CS0599'MALAKOFF, 0.15 MILE EAST OF THE JUNCTION OF A DIRT CROSS ROAD, ON THE
 CS0599'OUTSIDE OF AND AT THE WEST END OF A LONG CURVE, 130.0 FEET EAST OF THE
 CS0599'CENTER OF THE INTERSECTION OF A ONE TRACK DIRT ROAD LEADING SOUTHEAST
 CS0599'INTO THE WOODS, 29.0 FEET SOUTH OF THE CENTER OF THE MAIN ROAD, 2.2
 CS0599'FEET WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 CS0599'ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT. NOTE-- THE TIMBER HAS
 CS0599'BEEN RECENTLY CUT OFF THE AREA AND THERE IS A GOOD CHANGE THAT IT WAS
 CS0599'PULLED OUT OR OTHERWISE DESTROYED.
 CS0599
 CS0599                          STATION RECOVERY (1958)
 CS0599
 CS0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1767 ***********************************************************************
 BY1767  DESIGNATION -  Z 415
 BY1767  PID         -  BY1767
 BY1767  STATE/COUNTY-  TX/LEON
 BY1767  USGS QUAD   -  EUNICE (1964)
 BY1767
 BY1767                         *CURRENT SURVEY CONTROL
 BY1767  ___________________________________________________________________
 BY1767* NAD 83(1986)-  31 21 53.     (N)    095 46 40.     (W)     SCALED    
 BY1767* NAVD 88     -        79.78   (+/-2cm)     261.7    (feet)  VERTCON   
 BY1767  ___________________________________________________________________
 BY1767  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY1767
 BY1767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1767
 BY1767.The horizontal coordinates were scaled from a topographic map and have
 BY1767.an estimated accuracy of +/- 6 seconds.
 BY1767
 BY1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1767.The vertical order pertains to the NGVD 29 superseded value.
 BY1767
 BY1767.The geoid height was determined by GEOID03.
 BY1767
 BY1767;                    North         East    Units  Estimated Accuracy
 BY1767;SPC TX C     - 3,197,110.    1,133,250.      MT  (+/- 180 meters Scaled)
 BY1767
 BY1767                          SUPERSEDED SURVEY CONTROL
 BY1767
 BY1767  NGVD 29 (??/??/92)   79.763  (m)          261.69   (f) ADJ UNCH    2 0
 BY1767
 BY1767.Superseded values are not recommended for survey control.
 BY1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1767.See file dsdata.txt to determine how the superseded data were derived.
 BY1767
 BY1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ357733(NAD 83)
 BY1767_MARKER: DB = BENCH MARK DISK
 BY1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1767_STAMPING: Z 415 1947
 BY1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1767+STABILITY: SURFACE MOTION
 BY1767
 BY1767  HISTORY     - Date     Condition        Report By
 BY1767  HISTORY     - 1947     MONUMENTED       CGS
 BY1767  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1767
 BY1767                          STATION DESCRIPTION
 BY1767
 BY1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1767'4.0 MI SE FROM NINEVEH.
 BY1767'TO REACH FROM THE POST OFFICE AT NINEVEH GO SOUTHEAST 3.0 MILES ALONG
 BY1767'A GRADED DIRT ROAD, THENCE SOUTHERLY 1.0 MILE ALONG A GRADED DIRT ROAD
 BY1767'TO SITE OF MARK, BENCH MARK IS ABOUT 0.1 MILE SOUTHWEST OF A
 BY1767'FARMHOUSE, 52.4 FEET EAST OF AND ACROSS THE ROAD FROM A FENCE CORNER,
 BY1767'59.4 FEET NORTHEAST OF A TWENTY INCH OAK TREE, 31.0 FEET SOUTHEAST OF
 BY1767'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTHWEST
 BY1767'OF A FENCE AND 1.5 FEET SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A
 BY1767'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1767'PROJECTS ABOUT 1 INCH ABOVE GROUND.  NOTE-- NEW FENCES BOTH SIDES OF
 BY1767'ROAD.
 BY1767
 BY1767                          STATION RECOVERY (1964)
 BY1767
 BY1767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1701 ***********************************************************************
 BL1701  DESIGNATION -  Z 416
 BL1701  PID         -  BL1701
 BL1701  STATE/COUNTY-  TX/MADISON
 BL1701  USGS QUAD   -  MADISONVILLE (1963)
 BL1701
 BL1701                         *CURRENT SURVEY CONTROL
 BL1701  ___________________________________________________________________
 BL1701* NAD 83(1986)-  30 57 55.     (N)    095 55 02.     (W)     SCALED    
 BL1701* NAVD 88     -        91.67   (+/-2cm)     300.8    (feet)  VERTCON   
 BL1701  ___________________________________________________________________
 BL1701  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BL1701
 BL1701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1701
 BL1701.The horizontal coordinates were scaled from a topographic map and have
 BL1701.an estimated accuracy of +/- 6 seconds.
 BL1701
 BL1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1701.The vertical order pertains to the NGVD 29 superseded value.
 BL1701
 BL1701.The geoid height was determined by GEOID03.
 BL1701
 BL1701;                    North         East    Units  Estimated Accuracy
 BL1701;SPC TX C     - 3,152,330.    1,121,750.      MT  (+/- 180 meters Scaled)
 BL1701
 BL1701                          SUPERSEDED SURVEY CONTROL
 BL1701
 BL1701  NGVD 29 (??/??/92)   91.660  (m)          300.72   (f) ADJ UNCH    2 0
 BL1701
 BL1701.Superseded values are not recommended for survey control.
 BL1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1701.See file dsdata.txt to determine how the superseded data were derived.
 BL1701
 BL1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ213294(NAD 83)
 BL1701_MARKER: DB = BENCH MARK DISK
 BL1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1701_STAMPING: Z 416 1947
 BL1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1701+STABILITY: SURFACE MOTION
 BL1701
 BL1701  HISTORY     - Date     Condition        Report By
 BL1701  HISTORY     - 1947     MONUMENTED       CGS
 BL1701  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1701
 BL1701                          STATION DESCRIPTION
 BL1701
 BL1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1701'1.0 MI N FROM MADISONVILLE.
 BL1701'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1701'HIGH SCHOOL AT MADISONVILLE, AT A T INTERSECTION, 48.3 FEET WEST OF
 BL1701'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 14.0 FEET NORTH
 BL1701'OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING EAST, 3.0 FEET
 BL1701'NORTHEAST OF A POWER POLE, 2.0 FEET EAST OF A FENCE AND 1.5 FEET NORTH
 BL1701'OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP
 BL1701'OF A CONCRETE POST FLUSH WITH THE GROUND.
 BL1701
 BL1701                          STATION RECOVERY (1996)
 BL1701
 BL1701'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1731 ***********************************************************************
 BY1731  DESIGNATION -  Z 417
 BY1731  PID         -  BY1731
 BY1731  STATE/COUNTY-  TX/LEON
 BY1731  USGS QUAD   -  LAKE LEON (1964)
 BY1731
 BY1731                         *CURRENT SURVEY CONTROL
 BY1731  ___________________________________________________________________
 BY1731* NAD 83(1986)-  31 22 45.     (N)    095 51 22.     (W)     SCALED    
 BY1731* NAVD 88     -       120.45   (+/-2cm)     395.2    (feet)  VERTCON   
 BY1731  ___________________________________________________________________
 BY1731  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY1731
 BY1731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1731
 BY1731.The horizontal coordinates were scaled from a topographic map and have
 BY1731.an estimated accuracy of +/- 6 seconds.
 BY1731
 BY1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1731.The vertical order pertains to the NGVD 29 superseded value.
 BY1731
 BY1731.The geoid height was determined by GEOID03.
 BY1731
 BY1731;                    North         East    Units  Estimated Accuracy
 BY1731;SPC TX C     - 3,198,410.    1,125,740.      MT  (+/- 180 meters Scaled)
 BY1731
 BY1731                          SUPERSEDED SURVEY CONTROL
 BY1731
 BY1731  NGVD 29 (??/??/92)  120.425  (m)          395.09   (f) ADJ UNCH    2 0
 BY1731
 BY1731.Superseded values are not recommended for survey control.
 BY1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1731.See file dsdata.txt to determine how the superseded data were derived.
 BY1731
 BY1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ283751(NAD 83)
 BY1731_MARKER: DB = BENCH MARK DISK
 BY1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1731_STAMPING: Z 417 1947
 BY1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1731+STABILITY: SURFACE MOTION
 BY1731
 BY1731  HISTORY     - Date     Condition        Report By
 BY1731  HISTORY     - 1947     MONUMENTED       CGS
 BY1731
 BY1731                          STATION DESCRIPTION
 BY1731
 BY1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1731'0.4 MI NW FROM RUSSELL.
 BY1731'ABOUT 0.4 MILE NORTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 BY1731'AT RUSSELL, ABOUT 100 YARDS SOUTH OF A FARMHOUSE, 71.5 FEET SOUTH OF A
 BY1731'FENCE CORNER, 44.0 FEET SOUTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE
 BY1731'CENTER LINE OF THE ROAD, 28.0 FEET EAST OF THE CENTER LINE OF A DIRT
 BY1731'ROAD LEADING SOUTH, 75.0 FEET NORTH OF AN EIGHTEEN INCH OAK AND 1.0
 BY1731'FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET
 BY1731'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BY1731'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1700 ***********************************************************************
 BY1700  DESIGNATION -  Z 418
 BY1700  PID         -  BY1700
 BY1700  STATE/COUNTY-  TX/LEON
 BY1700  USGS QUAD   -  CENTERVILLE (1964)
 BY1700
 BY1700                         *CURRENT SURVEY CONTROL
 BY1700  ___________________________________________________________________
 BY1700* NAD 83(1986)-  31 15 59.     (N)    095 58 50.     (W)     SCALED    
 BY1700* NAVD 88     -        96.64   (+/-2cm)     317.1    (feet)  VERTCON   
 BY1700  ___________________________________________________________________
 BY1700  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BY1700
 BY1700  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1700
 BY1700.The horizontal coordinates were scaled from a topographic map and have
 BY1700.an estimated accuracy of +/- 6 seconds.
 BY1700
 BY1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1700.The vertical order pertains to the NGVD 29 superseded value.
 BY1700
 BY1700.The geoid height was determined by GEOID03.
 BY1700
 BY1700;                    North         East    Units  Estimated Accuracy
 BY1700;SPC TX C     - 3,185,450.    1,114,400.      MT  (+/- 180 meters Scaled)
 BY1700
 BY1700                          SUPERSEDED SURVEY CONTROL
 BY1700
 BY1700  NGVD 29 (??/??/92)   96.617  (m)          316.98   (f) ADJ UNCH    2 0
 BY1700
 BY1700.Superseded values are not recommended for survey control.
 BY1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1700.See file dsdata.txt to determine how the superseded data were derived.
 BY1700
 BY1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ161629(NAD 83)
 BY1700_MARKER: DB = BENCH MARK DISK
 BY1700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1700_SP_SET: CULVERT
 BY1700_STAMPING: Z 418 1947
 BY1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1700
 BY1700  HISTORY     - Date     Condition        Report By
 BY1700  HISTORY     - 1947     MONUMENTED       CGS
 BY1700
 BY1700                          STATION DESCRIPTION
 BY1700
 BY1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1700'0.6 MI N FROM CENTERVILLE.
 BY1700'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE AT
 BY1700'CENTERVILLE, 16.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BY1700'THE HIGHWAY, ON TOP OF THE NORTH END OF THE WEST HEADWALL OF A 3 X 16
 BY1700'FT. TWO COMPARTMENT CONCRETE CULVERT.  A BRONZE BENCH MARK DISK SET IN
 BY1700'A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1763 ***********************************************************************
 BY1763  DESIGNATION -  Z 419
 BY1763  PID         -  BY1763
 BY1763  STATE/COUNTY-  TX/LEON
 BY1763  USGS QUAD   -  LAKE LEON (1964)
 BY1763
 BY1763                         *CURRENT SURVEY CONTROL
 BY1763  ___________________________________________________________________
 BY1763* NAD 83(1986)-  31 23 42.     (N)    095 45 59.     (W)     SCALED    
 BY1763* NAVD 88     -        63.59   (+/-2cm)     208.6    (feet)  VERTCON   
 BY1763  ___________________________________________________________________
 BY1763  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BY1763
 BY1763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1763
 BY1763.The horizontal coordinates were scaled from a topographic map and have
 BY1763.an estimated accuracy of +/- 6 seconds.
 BY1763
 BY1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1763.The vertical order pertains to the NGVD 29 superseded value.
 BY1763
 BY1763.The geoid height was determined by GEOID03.
 BY1763
 BY1763;                    North         East    Units  Estimated Accuracy
 BY1763;SPC TX C     - 3,200,510.    1,134,190.      MT  (+/- 180 meters Scaled)
 BY1763
 BY1763                          SUPERSEDED SURVEY CONTROL
 BY1763
 BY1763  NGVD 29 (??/??/92)   63.575  (m)          208.58   (f) ADJ UNCH    2 0
 BY1763
 BY1763.Superseded values are not recommended for survey control.
 BY1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1763.See file dsdata.txt to determine how the superseded data were derived.
 BY1763
 BY1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ369766(NAD 83)
 BY1763_MARKER: DB = BENCH MARK DISK
 BY1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1763_STAMPING: Z 419 1947
 BY1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1763+STABILITY: SURFACE MOTION
 BY1763
 BY1763  HISTORY     - Date     Condition        Report By
 BY1763  HISTORY     - 1947     MONUMENTED       CGS
 BY1763
 BY1763                          STATION DESCRIPTION
 BY1763
 BY1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1763'5.0 MI E FROM NINEVEH.
 BY1763'TO REACH FROM THE POST OFFICE AT NINEVEH GO SOUTHEAST 3.5 MILES ALONG
 BY1763'A GRADED DIRT ROAD, THENCE NORTHERLY 1.5 MILES ALONG A GRADED DIRT
 BY1763'ROAD TO SITE OF MARK, BENCH MARK IS 63.7 FEET NORTHWEST OF A
 BY1763'TWENTYFOUR INCH OAK TREE, 34.8 FEET SOUTHWEST OF AND ABOUT LEVEL WITH
 BY1763'THE CENTER LINE OF THE ROAD, 38.9 FEET NORTHEAST OF A FIFTEEN INCH OAK
 BY1763'TREE, 3.3 FEET SOUTHWEST OF A FENCE AND 1.5 FEET NORTH OF A 4X4 IN.
 BY1763'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1763'POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1724 ***********************************************************************
 BY1724  DESIGNATION -  Z 420
 BY1724  PID         -  BY1724
 BY1724  STATE/COUNTY-  TX/MADISON
 BY1724  USGS QUAD   -  LEONA SW (1964)
 BY1724
 BY1724                         *CURRENT SURVEY CONTROL
 BY1724  ___________________________________________________________________
 BY1724* NAD 83(1986)-  31 02 07.     (N)    095 55 29.     (W)     SCALED    
 BY1724* NAVD 88     -        94.06   (+/-2cm)     308.6    (feet)  VERTCON   
 BY1724  ___________________________________________________________________
 BY1724  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY1724
 BY1724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1724
 BY1724.The horizontal coordinates were scaled from a topographic map and have
 BY1724.an estimated accuracy of +/- 6 seconds.
 BY1724
 BY1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1724.The vertical order pertains to the NGVD 29 superseded value.
 BY1724
 BY1724.The geoid height was determined by GEOID03.
 BY1724
 BY1724;                    North         East    Units  Estimated Accuracy
 BY1724;SPC TX C     - 3,160,060.    1,120,730.      MT  (+/- 180 meters Scaled)
 BY1724
 BY1724                          SUPERSEDED SURVEY CONTROL
 BY1724
 BY1724  NGVD 29 (??/??/92)   94.047  (m)          308.55   (f) ADJ UNCH    2 0
 BY1724
 BY1724.Superseded values are not recommended for survey control.
 BY1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1724.See file dsdata.txt to determine how the superseded data were derived.
 BY1724
 BY1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ208371(NAD 83)
 BY1724_MARKER: DB = BENCH MARK DISK
 BY1724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1724_SP_SET: CULVERT
 BY1724_STAMPING: Z 420 1947
 BY1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1724
 BY1724  HISTORY     - Date     Condition        Report By
 BY1724  HISTORY     - 1947     MONUMENTED       CGS
 BY1724  HISTORY     - 19960601 GOOD             USPSQD
 BY1724
 BY1724                          STATION DESCRIPTION
 BY1724
 BY1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1724'6.1 MI N FROM MADISONVILLE.
 BY1724'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE MADISONVILLE
 BY1724'HIGH SCHOOL AT MADISONVILLE, 14.4 FEET WEST OF AND ABOUT LEVEL WITH
 BY1724'THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE NORTH END OF THE WEST
 BY1724'HEADWALL OF A 6 X 16 FT. TWO COMPARTMENT CONCRETE CULVERT.  A BRONZE
 BY1724'BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 BY1724
 BY1724                          STATION RECOVERY (1996)
 BY1724
 BY1724'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0254 ***********************************************************************
 BZ0254  DESIGNATION -  Z 421
 BZ0254  PID         -  BZ0254
 BZ0254  STATE/COUNTY-  TX/NAVARRO
 BZ0254  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0254
 BZ0254                         *CURRENT SURVEY CONTROL
 BZ0254  ___________________________________________________________________
 BZ0254* NAD 83(1986)-  31 56 11.     (N)    096 07 29.     (W)     SCALED    
 BZ0254* NAVD 88     -       103.579  (meters)     339.83   (feet)  ADJUSTED  
 BZ0254  ___________________________________________________________________
 BZ0254  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 BZ0254  DYNAMIC HT  -         103.458 (meters)     339.43  (feet)  COMP
 BZ0254  MODELED GRAV-     979,468.2   (mgal)                       NAVD 88
 BZ0254
 BZ0254  VERT ORDER  -  SECOND    CLASS 0
 BZ0254
 BZ0254.The horizontal coordinates were scaled from a topographic map and have
 BZ0254.an estimated accuracy of +/- 6 seconds.
 BZ0254
 BZ0254.The orthometric height was determined by differential leveling
 BZ0254.and adjusted by the National Geodetic Survey in June 1991..
 BZ0254
 BZ0254.The geoid height was determined by GEOID03.
 BZ0254
 BZ0254.The dynamic height is computed by dividing the NAVD 88
 BZ0254.geopotential number by the normal gravity value computed on the
 BZ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0254.degrees latitude (g = 980.6199 gals.).
 BZ0254
 BZ0254.The modeled gravity was interpolated from observed gravity values.
 BZ0254
 BZ0254;                    North         East    Units  Estimated Accuracy
 BZ0254;SPC TXNC     - 2,032,450.      824,600.      MT  (+/- 180 meters Scaled)
 BZ0254
 BZ0254                          SUPERSEDED SURVEY CONTROL
 BZ0254
 BZ0254  NGVD 29 (??/??/92)  103.574  (m)          339.81   (f) ADJ UNCH    2 0
 BZ0254
 BZ0254.Superseded values are not recommended for survey control.
 BZ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0254.See file dsdata.txt to determine how the superseded data were derived.
 BZ0254
 BZ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA718369(NAD 83)
 BZ0254_MARKER: DB = BENCH MARK DISK
 BZ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0254_STAMPING: Z 421 1947
 BZ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0254+STABILITY: SURFACE MOTION
 BZ0254
 BZ0254  HISTORY     - Date     Condition        Report By
 BZ0254  HISTORY     - 1947     MONUMENTED       CGS
 BZ0254  HISTORY     - 1958     GOOD             USGS
 BZ0254
 BZ0254                          STATION DESCRIPTION
 BZ0254
 BZ0254'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BZ0254'5.4 MI E FROM WINKLER.
 BZ0254'WINKLER, 5.4 MILES EAST OF ALONG FARM ROAD 246 (0.15 MI. E. OF DIM
 BZ0254'NW-SE ROAD X-ING), THENCE ABOUT 175 FEET N. TO THE SITE OF THE MARK.
 BZ0254'BENCH MARK IS 25 FT. S. OF CENTER LINE OF ABANDONED ROAD, 15 FEET NE
 BZ0254'OF 2 FT. OAK TREE, 118 FT. SW OF AND ACROSS THE ROAD FROM A 2 FT. OAK
 BZ0254'TREE.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FT.
 BZ0254'ABOVE GROUND, A STD. DISK STAMPED Z 421 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0190 ***********************************************************************
 BZ0190  DESIGNATION -  Z 422
 BZ0190  PID         -  BZ0190
 BZ0190  STATE/COUNTY-  TX/NAVARRO
 BZ0190  USGS QUAD   -  STREETMAN (1982)
 BZ0190
 BZ0190                         *CURRENT SURVEY CONTROL
 BZ0190  ___________________________________________________________________
 BZ0190* NAD 83(1986)-  31 55 04.     (N)    096 20 44.     (W)     SCALED    
 BZ0190* NAVD 88     -        94.045  (meters)     308.55   (feet)  ADJUSTED  
 BZ0190  ___________________________________________________________________
 BZ0190  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ0190  DYNAMIC HT  -          93.935 (meters)     308.19  (feet)  COMP
 BZ0190  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 BZ0190
 BZ0190  VERT ORDER  -  SECOND    CLASS 0
 BZ0190
 BZ0190.The horizontal coordinates were scaled from a topographic map and have
 BZ0190.an estimated accuracy of +/- 6 seconds.
 BZ0190
 BZ0190.The orthometric height was determined by differential leveling
 BZ0190.and adjusted by the National Geodetic Survey in June 1991..
 BZ0190
 BZ0190.The geoid height was determined by GEOID03.
 BZ0190
 BZ0190.The dynamic height is computed by dividing the NAVD 88
 BZ0190.geopotential number by the normal gravity value computed on the
 BZ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0190.degrees latitude (g = 980.6199 gals.).
 BZ0190
 BZ0190.The modeled gravity was interpolated from observed gravity values.
 BZ0190
 BZ0190;                    North         East    Units  Estimated Accuracy
 BZ0190;SPC TXNC     - 2,029,940.      803,760.      MT  (+/- 180 meters Scaled)
 BZ0190
 BZ0190                          SUPERSEDED SURVEY CONTROL
 BZ0190
 BZ0190  NGVD 29 (??/??/92)   94.040  (m)          308.53   (f) ADJ UNCH    2 0
 BZ0190
 BZ0190.Superseded values are not recommended for survey control.
 BZ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0190.See file dsdata.txt to determine how the superseded data were derived.
 BZ0190
 BZ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA509343(NAD 83)
 BZ0190_MARKER: DB = BENCH MARK DISK
 BZ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0190_STAMPING: Z 422 1947
 BZ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0190+STABILITY: SURFACE MOTION
 BZ0190
 BZ0190  HISTORY     - Date     Condition        Report By
 BZ0190  HISTORY     - 1947     MONUMENTED       CGS
 BZ0190
 BZ0190                          STATION DESCRIPTION
 BZ0190
 BZ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0190'3.1 MI NW FROM STREETMAN.
 BZ0190'ABOUT 3.1 MILES NORTHWEST ALONG THE FT. WORTH AND DENVER CITY RAILWAY
 BZ0190'FROM THE STATION AT STREETMAN, ABOUT 17 POLES SOUTHEAST OF MILE POST
 BZ0190'226, AT A FARMERS PRIVATE ROAD CROSSING, 115 YARDS NORTHEAST OF AN
 BZ0190'ABANDONED FARMHOUSE, 47 FEET NORTHEAST OF AND 3 FEET LOWER THAN THE
 BZ0190'CENTER LINE OF THE TRACK, 15 FEET NORTHWEST OF THE NORTHWEST END OF A
 BZ0190'GATE, 3 FEET SOUTHWEST OF A FENCE, AND 2 FEET NORTHWEST OF A 4X4
 BZ0190'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND SET
 BZ0190'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0263 ***********************************************************************
 GL0263  DESIGNATION -  Z 423
 GL0263  PID         -  GL0263
 GL0263  STATE/COUNTY-  TX/DALLAM
 GL0263  USGS QUAD   -  CORLENA (1973)
 GL0263
 GL0263                         *CURRENT SURVEY CONTROL
 GL0263  ___________________________________________________________________
 GL0263* NAD 83(1986)-  36 17 47.     (N)    102 53 56.     (W)     SCALED    
 GL0263* NAVD 88     -      1340.397  (meters)    4397.62   (feet)  ADJUSTED  
 GL0263  ___________________________________________________________________
 GL0263  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 GL0263  DYNAMIC HT  -        1338.837 (meters)    4392.50  (feet)  COMP
 GL0263  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 GL0263
 GL0263  VERT ORDER  -  FIRST     CLASS II
 GL0263
 GL0263.The horizontal coordinates were scaled from a topographic map and have
 GL0263.an estimated accuracy of +/- 6 seconds.
 GL0263
 GL0263.The orthometric height was determined by differential leveling
 GL0263.and adjusted by the National Geodetic Survey in June 1991..
 GL0263
 GL0263.The geoid height was determined by GEOID03.
 GL0263
 GL0263.The dynamic height is computed by dividing the NAVD 88
 GL0263.geopotential number by the normal gravity value computed on the
 GL0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0263.degrees latitude (g = 980.6199 gals.).
 GL0263
 GL0263.The modeled gravity was interpolated from observed gravity values.
 GL0263
 GL0263;                    North         East    Units  Estimated Accuracy
 GL0263;SPC TX N     - 1,255,660.       74,350.      MT  (+/- 180 meters Scaled)
 GL0263
 GL0263                          SUPERSEDED SURVEY CONTROL
 GL0263
 GL0263.No superseded survey control is available for this station.
 GL0263
 GL0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA886188(NAD 83)
 GL0263_MARKER: DB = BENCH MARK DISK
 GL0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0263_SP_SET: CULVERT
 GL0263_STAMPING: Z 423 1955
 GL0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0263+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL0263
 GL0263  HISTORY     - Date     Condition        Report By
 GL0263  HISTORY     - 1955     MONUMENTED       CGS
 GL0263  HISTORY     - 1956     GOOD             NGS
 GL0263  HISTORY     - 20040805 GOOD             USPSQD
 GL0263
 GL0263                          STATION DESCRIPTION
 GL0263
 GL0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0263'2.4 MI NW FROM PERICO.
 GL0263'2.4 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0263'THE STATION SIGN AT PERICO, 210 FEET EAST OF MILEPOST 444, 21 FEET
 GL0263'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 87, 140 FEET NORTHEAST OF
 GL0263'THE NORTHEAST RAIL, SET IN THE TOP OF THE SOUTHEAST END OF THE
 GL0263'SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 GL0263
 GL0263                          STATION RECOVERY (1956)
 GL0263
 GL0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GL0263'RECOVERED IN GOOD CONDITION.
 GL0263
 GL0263                          STATION RECOVERY (2004)
 GL0263
 GL0263'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0055 ***********************************************************************
 EN0055  DESIGNATION -  Z 425
 EN0055  PID         -  EN0055
 EN0055  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0055  USGS QUAD   -  DODSON (1964)
 EN0055
 EN0055                         *CURRENT SURVEY CONTROL
 EN0055  ___________________________________________________________________
 EN0055* NAD 83(1986)-  34 51 49.     (N)    100 05 58.     (W)     SCALED    
 EN0055* NAVD 88     -       601.295  (meters)    1972.75   (feet)  POSTED    
 EN0055  ___________________________________________________________________
 EN0055  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EN0055  DYNAMIC HT  -         600.630 (meters)    1970.57  (feet)  COMP
 EN0055  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 EN0055
 EN0055  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0055
 EN0055.The horizontal coordinates were scaled from a topographic map and have
 EN0055.an estimated accuracy of +/- 6 seconds.
 EN0055
 EN0055.The orthometric height was determined by differential leveling
 EN0055.and adjusted by the National Geodetic Survey in 1992..
 EN0055.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0055.rate of 1.1 thru 2.0 mm/km.
 EN0055
 EN0055.The geoid height was determined by GEOID03.
 EN0055
 EN0055.The dynamic height is computed by dividing the NAVD 88
 EN0055.geopotential number by the normal gravity value computed on the
 EN0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0055.degrees latitude (g = 980.6199 gals.).
 EN0055
 EN0055.The modeled gravity was interpolated from observed gravity values.
 EN0055
 EN0055;                    North         East    Units  Estimated Accuracy
 EN0055;SPC TX N     - 1,096,710.      328,060.      MT  (+/- 180 meters Scaled)
 EN0055
 EN0055                          SUPERSEDED SURVEY CONTROL
 EN0055
 EN0055  NGVD 29 (??/??/92)  600.997  (m)         1971.77   (f) ADJ UNCH    2 0
 EN0055
 EN0055.Superseded values are not recommended for survey control.
 EN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0055.See file dsdata.txt to determine how the superseded data were derived.
 EN0055
 EN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD995584(NAD 83)
 EN0055_MARKER: DB = BENCH MARK DISK
 EN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0055_STAMPING: Z 425 1934
 EN0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0055+STABILITY: SURFACE MOTION
 EN0055
 EN0055  HISTORY     - Date     Condition        Report By
 EN0055  HISTORY     - 1934     MONUMENTED       CGS
 EN0055  HISTORY     - 1959     GOOD             NGS
 EN0055
 EN0055                          STATION DESCRIPTION
 EN0055
 EN0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EN0055'IN WELLINGTON.
 EN0055'AT WELLINGTON, 0.5 MILES NORTH, 6.0 MILES EAST OF THE COURTHOUSE ALONG
 EN0055'U. S. HIGHWAY 83 AND TEXAS HIGHWAY 203 TO WHERE PAVED ROAD BENDS
 EN0055'NORTHEAST, CONTINUE EAST ON DIRT ROAD 0.45 MILES TO THE BOTTOM OF A
 EN0055'SMALL SAND HILL AND A CULTIVATED FIELD NORTH OF ROAD, 25 FEET NORTH OF
 EN0055'ROAD IN FIELD AND SURROUNDED BY TALL GRASS, AND SET  IN A CONCRETE
 EN0055'POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0021 ***********************************************************************
 EN0021  DESIGNATION -  Z 426
 EN0021  PID         -  EN0021
 EN0021  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0021  USGS QUAD   -  WELLINGTON NW (1982)
 EN0021
 EN0021                         *CURRENT SURVEY CONTROL
 EN0021  ___________________________________________________________________
 EN0021* NAD 83(1986)-  34 52 40.     (N)    100 12 16.     (W)     SCALED    
 EN0021* NAVD 88     -       628.580  (meters)    2062.27   (feet)  ADJUSTED  
 EN0021  ___________________________________________________________________
 EN0021  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EN0021  DYNAMIC HT  -         627.878 (meters)    2059.96  (feet)  COMP
 EN0021  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 EN0021
 EN0021  VERT ORDER  -  SECOND    CLASS 0
 EN0021
 EN0021.The horizontal coordinates were scaled from a topographic map and have
 EN0021.an estimated accuracy of +/- 6 seconds.
 EN0021
 EN0021.The orthometric height was determined by differential leveling
 EN0021.and adjusted by the National Geodetic Survey in June 1991..
 EN0021
 EN0021.The geoid height was determined by GEOID03.
 EN0021
 EN0021.The dynamic height is computed by dividing the NAVD 88
 EN0021.geopotential number by the normal gravity value computed on the
 EN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0021.degrees latitude (g = 980.6199 gals.).
 EN0021
 EN0021.The modeled gravity was interpolated from observed gravity values.
 EN0021
 EN0021;                    North         East    Units  Estimated Accuracy
 EN0021;SPC TX N     - 1,098,160.      318,440.      MT  (+/- 180 meters Scaled)
 EN0021
 EN0021                          SUPERSEDED SURVEY CONTROL
 EN0021
 EN0021  NGVD 29 (??/??/92)  628.267  (m)         2061.24   (f) ADJ UNCH    2 0
 EN0021
 EN0021.Superseded values are not recommended for survey control.
 EN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0021.See file dsdata.txt to determine how the superseded data were derived.
 EN0021
 EN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD899601(NAD 83)
 EN0021_MARKER: DB = BENCH MARK DISK
 EN0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0021_SP_SET: CULVERT
 EN0021_STAMPING: Z-426 1934
 EN0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0021
 EN0021  HISTORY     - Date     Condition        Report By
 EN0021  HISTORY     - 1934     MONUMENTED       CGS
 EN0021
 EN0021                          STATION DESCRIPTION
 EN0021
 EN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0021'2.0 MI N FROM WELLINGTON.
 EN0021'2.0 MI. N. OF ALONG U.S. NO. 83.  27 FT. W. OF TELEGRAPH POLE NO. 965,
 EN0021'43 FT. S. OF CENTER LINE OF SIDE ROAD TO THE E., 15 FT. E. OF CENTER
 EN0021'LINE OF HWY., AND SET IN A 3 X 3 CONC. CULVERT IN THE CENTER OF E.
 EN0021'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0896 ***********************************************************************
 FL0896  DESIGNATION -  Z 427
 FL0896  PID         -  FL0896
 FL0896  STATE/COUNTY-  TX/ARMSTRONG
 FL0896  USGS QUAD   -  CLAUDE (1983)
 FL0896
 FL0896                         *CURRENT SURVEY CONTROL
 FL0896  ___________________________________________________________________
 FL0896* NAD 83(1986)-  35 04 30.     (N)    101 15 54.     (W)     SCALED    
 FL0896* NAVD 88     -      1019.823  (meters)    3345.87   (feet)  ADJUSTED  
 FL0896  ___________________________________________________________________
 FL0896  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FL0896  DYNAMIC HT  -        1018.622 (meters)    3341.93  (feet)  COMP
 FL0896  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 FL0896
 FL0896  VERT ORDER  -  SECOND    CLASS 0
 FL0896
 FL0896.The horizontal coordinates were scaled from a topographic map and have
 FL0896.an estimated accuracy of +/- 6 seconds.
 FL0896
 FL0896.The orthometric height was determined by differential leveling
 FL0896.and adjusted by the National Geodetic Survey in June 1991..
 FL0896
 FL0896.The geoid height was determined by GEOID03.
 FL0896
 FL0896.The dynamic height is computed by dividing the NAVD 88
 FL0896.geopotential number by the normal gravity value computed on the
 FL0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0896.degrees latitude (g = 980.6199 gals.).
 FL0896
 FL0896.The modeled gravity was interpolated from observed gravity values.
 FL0896
 FL0896;                    North         East    Units  Estimated Accuracy
 FL0896;SPC TX N     - 1,119,280.      221,430.      MT  (+/- 180 meters Scaled)
 FL0896
 FL0896                          SUPERSEDED SURVEY CONTROL
 FL0896
 FL0896  NGVD 29 (??/??/92) 1019.348  (m)         3344.31   (f) ADJ UNCH    2 0
 FL0896
 FL0896.Superseded values are not recommended for survey control.
 FL0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0896.See file dsdata.txt to determine how the superseded data were derived.
 FL0896
 FL0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD934837(NAD 83)
 FL0896_MARKER: DB = BENCH MARK DISK
 FL0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0896_STAMPING: Z-427 1934
 FL0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0896+STABILITY: SURFACE MOTION
 FL0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0896+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL0896
 FL0896  HISTORY     - Date     Condition        Report By
 FL0896  HISTORY     - 1934     MONUMENTED       CGS
 FL0896  HISTORY     - 20040804 GOOD             USPSQD
 FL0896  HISTORY     - 20050805 GOOD             USPSQD
 FL0896
 FL0896                          STATION DESCRIPTION
 FL0896
 FL0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0896'5.5 MI NW FROM GOODNIGHT.
 FL0896'5.5 MI. N.W. ALONG F.W. AND D.C. RAILROAD.  (5.9 MI. S.E. OF CLAUDE.)
 FL0896'3 FT. N. OF MILE POST NO. 302, ABOUT 100 YDS. W. OF LONG CUT, ABOUT
 FL0896'100 YDS. E. OF A ROAD CROSSING, 94 FT. N. OF THE CENTER LINE OF HWY.,
 FL0896'AND 38 FT. S. OF THE CENTER LINE OF TRACK.
 FL0896
 FL0896                          STATION RECOVERY (2004)
 FL0896
 FL0896'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL0896'RECOVERED IN GOOD CONDITION.
 FL0896
 FL0896                          STATION RECOVERY (2005)
 FL0896
 FL0896'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL0896'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0220 ***********************************************************************
 EN0220  DESIGNATION -  Z 428
 EN0220  PID         -  EN0220
 EN0220  STATE/COUNTY-  TX/BRISCOE
 EN0220  USGS QUAD   -  BRICE (1985)
 EN0220
 EN0220                         *CURRENT SURVEY CONTROL
 EN0220  ___________________________________________________________________
 EN0220* NAD 83(1986)-  34 38 08.     (N)    100 58 04.     (W)     SCALED    
 EN0220* NAVD 88     -       633.907  (meters)    2079.74   (feet)  ADJUSTED  
 EN0220  ___________________________________________________________________
 EN0220  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EN0220  DYNAMIC HT  -         633.174 (meters)    2077.34  (feet)  COMP
 EN0220  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 EN0220
 EN0220  VERT ORDER  -  SECOND    CLASS 0
 EN0220
 EN0220.The horizontal coordinates were scaled from a topographic map and have
 EN0220.an estimated accuracy of +/- 6 seconds.
 EN0220
 EN0220.The orthometric height was determined by differential leveling
 EN0220.and adjusted by the National Geodetic Survey in June 1991..
 EN0220
 EN0220.The geoid height was determined by GEOID03.
 EN0220
 EN0220.The dynamic height is computed by dividing the NAVD 88
 EN0220.geopotential number by the normal gravity value computed on the
 EN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0220.degrees latitude (g = 980.6199 gals.).
 EN0220
 EN0220.The modeled gravity was interpolated from observed gravity values.
 EN0220
 EN0220;                    North         East    Units  Estimated Accuracy
 EN0220;SPC TX N     - 1,070,640.      248,800.      MT  (+/- 180 meters Scaled)
 EN0220
 EN0220                          SUPERSEDED SURVEY CONTROL
 EN0220
 EN0220  NGVD 29 (??/??/92)  633.558  (m)         2078.60   (f) ADJ UNCH    2 0
 EN0220
 EN0220.Superseded values are not recommended for survey control.
 EN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0220.See file dsdata.txt to determine how the superseded data were derived.
 EN0220
 EN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD196343(NAD 83)
 EN0220_MARKER: DB = BENCH MARK DISK
 EN0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0220_STAMPING: Z 428 1934
 EN0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0220+STABILITY: SURFACE MOTION
 EN0220
 EN0220  HISTORY     - Date     Condition        Report By
 EN0220  HISTORY     - 1934     MONUMENTED       CGS
 EN0220  HISTORY     - 1954     GOOD             USGS
 EN0220
 EN0220                          STATION DESCRIPTION
 EN0220
 EN0220'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0220'7.9 MI S FROM BRICE.
 EN0220'BRICE, 3.5 MILES SOUTH AND SOUTH WEST ALONG STATE HWY. 70. THENCE 3.8
 EN0220'MILES SOUTHWEST ALONG OLD CLARENDON-QUITAQUE ROAD.  0.6 MILES NORTH
 EN0220'EAST ALONG ROAD FROM THE NORTH BANK OF PRAIRIE DOG TOWN FORK OF THE
 EN0220'RED RIVER.  0.5 MILE EAST OF ROAD FORKS.  21 FT. NORTH CENTER LINE OF
 EN0220'ROAD.  2 FT. NORTH OF FENCE LINE.  A STANDARD DISK. STAMPED Z 428 1934
 EN0220'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0087 ***********************************************************************
 EO0087  DESIGNATION -  Z 429
 EO0087  PID         -  EO0087
 EO0087  STATE/COUNTY-  TX/CASTRO
 EO0087  USGS QUAD   -  DIMMITT SW (1965)
 EO0087
 EO0087                         *CURRENT SURVEY CONTROL
 EO0087  ___________________________________________________________________
 EO0087* NAD 83(1986)-  34 31 48.     (N)    102 28 12.     (W)     SCALED    
 EO0087* NAVD 88     -      1203.985  (meters)    3950.07   (feet)  ADJUSTED  
 EO0087  ___________________________________________________________________
 EO0087  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 EO0087  DYNAMIC HT  -        1202.437 (meters)    3945.00  (feet)  COMP
 EO0087  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 EO0087
 EO0087  VERT ORDER  -  SECOND    CLASS 0
 EO0087
 EO0087.The horizontal coordinates were scaled from a topographic map and have
 EO0087.an estimated accuracy of +/- 6 seconds.
 EO0087
 EO0087.The orthometric height was determined by differential leveling
 EO0087.and adjusted by the National Geodetic Survey in June 1991..
 EO0087
 EO0087.The geoid height was determined by GEOID03.
 EO0087
 EO0087.The dynamic height is computed by dividing the NAVD 88
 EO0087.geopotential number by the normal gravity value computed on the
 EO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0087.degrees latitude (g = 980.6199 gals.).
 EO0087
 EO0087.The modeled gravity was interpolated from observed gravity values.
 EO0087
 EO0087;                    North         East    Units  Estimated Accuracy
 EO0087;SPC TX N     - 1,059,240.      110,950.      MT  (+/- 180 meters Scaled)
 EO0087
 EO0087                          SUPERSEDED SURVEY CONTROL
 EO0087
 EO0087  NGVD 29 (??/??/92) 1203.46   (m)         3948.4    (f) COMPUTED    2 0
 EO0087
 EO0087.Superseded values are not recommended for survey control.
 EO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0087.See file dsdata.txt to determine how the superseded data were derived.
 EO0087
 EO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU322238(NAD 83)
 EO0087_MARKER: DB = BENCH MARK DISK
 EO0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0087_STAMPING: Z-429 1934
 EO0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0087+STABILITY: SURFACE MOTION
 EO0087
 EO0087  HISTORY     - Date     Condition        Report By
 EO0087  HISTORY     - 1934     MONUMENTED       CGS
 EO0087
 EO0087                          STATION DESCRIPTION
 EO0087
 EO0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0087'10.3 MI W FROM DIMMITT.
 EO0087'10.3 MI. W. ALONG STATE NO. 86 42 FT. N. OF THE CENTER LINE OF HWY., 3
 EO0087'FT. E. OF FENCE CORNER, AND 1 FT. N. OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0399 ***********************************************************************
 EN0399  DESIGNATION -  Z 430
 EN0399  PID         -  EN0399
 EN0399  STATE/COUNTY-  TX/SWISHER
 EN0399  USGS QUAD   -  TULIA (1981)
 EN0399
 EN0399                         *CURRENT SURVEY CONTROL
 EN0399  ___________________________________________________________________
 EN0399* NAD 83(1986)-  34 30 53.     (N)    101 45 31.     (W)     SCALED    
 EN0399* NAVD 88     -      1060.244  (meters)    3478.48   (feet)  ADJUSTED  
 EN0399  ___________________________________________________________________
 EN0399  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EN0399  DYNAMIC HT  -        1058.919 (meters)    3474.14  (feet)  COMP
 EN0399  MODELED GRAV-     979,350.1   (mgal)                       NAVD 88
 EN0399
 EN0399  VERT ORDER  -  SECOND    CLASS 0
 EN0399
 EN0399.The horizontal coordinates were scaled from a topographic map and have
 EN0399.an estimated accuracy of +/- 6 seconds.
 EN0399
 EN0399.The orthometric height was determined by differential leveling
 EN0399.and adjusted by the National Geodetic Survey in June 1991..
 EN0399
 EN0399.The geoid height was determined by GEOID03.
 EN0399
 EN0399.The dynamic height is computed by dividing the NAVD 88
 EN0399.geopotential number by the normal gravity value computed on the
 EN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0399.degrees latitude (g = 980.6199 gals.).
 EN0399
 EN0399.The modeled gravity was interpolated from observed gravity values.
 EN0399
 EN0399;                    North         East    Units  Estimated Accuracy
 EN0399;SPC TX N     - 1,057,130.      176,250.      MT  (+/- 180 meters Scaled)
 EN0399
 EN0399                          SUPERSEDED SURVEY CONTROL
 EN0399
 EN0399  NGVD 29 (??/??/92) 1059.817  (m)         3477.08   (f) ADJ UNCH    2 0
 EN0399
 EN0399.Superseded values are not recommended for survey control.
 EN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0399.See file dsdata.txt to determine how the superseded data were derived.
 EN0399
 EN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD467226(NAD 83)
 EN0399_MARKER: DB = BENCH MARK DISK
 EN0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0399_STAMPING: Z 430 1954
 EN0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0399+STABILITY: SURFACE MOTION
 EN0399
 EN0399  HISTORY     - Date     Condition        Report By
 EN0399  HISTORY     - 1954     MONUMENTED       CGS
 EN0399  HISTORY     - 1965     GOOD             USGS
 EN0399
 EN0399                          STATION DESCRIPTION
 EN0399
 EN0399'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EN0399'1.8 MI SSE FROM TULIA.
 EN0399'FROM THE SWISHER COUNTY COURTHOUSE, 0.3 MILES EAST ALONG STATE HIGHWAY
 EN0399'86, THEN 1.4 MILES SOUTH ALONG A GRAVEL ROAD, AT A T ROAD
 EN0399'INTERSECTION, 26 FT. WEST OF ROAD CENTERLINE, 16 FT. NORTH OF A
 EN0399'FENCELINE WEST. A STANDARD DISK, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0327 ***********************************************************************
 EN0327  DESIGNATION -  Z 431
 EN0327  PID         -  EN0327
 EN0327  STATE/COUNTY-  TX/HALE
 EN0327  USGS QUAD   -  PLAINVIEW (1965)
 EN0327
 EN0327                         *CURRENT SURVEY CONTROL
 EN0327  ___________________________________________________________________
 EN0327* NAD 83(1986)-  34 13 00.     (N)    101 42 25.     (W)     SCALED    
 EN0327* NAVD 88     -      1031.576  (meters)    3384.43   (feet)  ADJUSTED  
 EN0327  ___________________________________________________________________
 EN0327  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EN0327  DYNAMIC HT  -        1030.263 (meters)    3380.12  (feet)  COMP
 EN0327  MODELED GRAV-     979,327.7   (mgal)                       NAVD 88
 EN0327
 EN0327  VERT ORDER  -  SECOND    CLASS 0
 EN0327
 EN0327.The horizontal coordinates were scaled from a topographic map and have
 EN0327.an estimated accuracy of +/- 6 seconds.
 EN0327
 EN0327.The orthometric height was determined by differential leveling
 EN0327.and adjusted by the National Geodetic Survey in June 1991..
 EN0327
 EN0327.The geoid height was determined by GEOID03.
 EN0327
 EN0327.The dynamic height is computed by dividing the NAVD 88
 EN0327.geopotential number by the normal gravity value computed on the
 EN0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0327.degrees latitude (g = 980.6199 gals.).
 EN0327
 EN0327.The modeled gravity was interpolated from observed gravity values.
 EN0327
 EN0327;                    North         East    Units  Estimated Accuracy
 EN0327;SPC TXNC     - 2,287,300.      304,500.      MT  (+/- 180 meters Scaled)
 EN0327
 EN0327                          SUPERSEDED SURVEY CONTROL
 EN0327
 EN0327  NGVD 29 (??/??/92) 1031.166  (m)         3383.08   (f) ADJ UNCH    2 0
 EN0327
 EN0327.Superseded values are not recommended for survey control.
 EN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0327.See file dsdata.txt to determine how the superseded data were derived.
 EN0327
 EN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC506894(NAD 83)
 EN0327_MARKER: DB = BENCH MARK DISK
 EN0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0327_STAMPING: Z-431 1934
 EN0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0327+STABILITY: SURFACE MOTION
 EN0327
 EN0327  HISTORY     - Date     Condition        Report By
 EN0327  HISTORY     - 1934     MONUMENTED       CGS
 EN0327  HISTORY     - 1971     GOOD             NGS
 EN0327
 EN0327                          STATION DESCRIPTION
 EN0327
 EN0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0327'1.7 MI N FROM PLAINVIEW.
 EN0327'1.7 MI. N. ALONG P. AND S. F. RY. AT A GRADE CROSSING, 1 1/4 POLES N.
 EN0327'OF MI. POST NO. 626, 45 FT. E. OF THE CENTER LINE OF TRACK, 30 FT. S.
 EN0327'OF THE CENTER LINE OF ROAD XING TRACK, 2 FT. N.W. OF A FENCE CORNER,
 EN0327'AND 1 FT. N. OF A FENCE LINE CROSSING TRACK.
 EN0327
 EN0327                          STATION RECOVERY (1971)
 EN0327
 EN0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EN0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0427 ***********************************************************************
 EN0427  DESIGNATION -  Z 432
 EN0427  PID         -  EN0427
 EN0427  STATE/COUNTY-  TX/RANDALL
 EN0427  USGS QUAD   -  OGG (1984)
 EN0427
 EN0427                         *CURRENT SURVEY CONTROL
 EN0427  ___________________________________________________________________
 EN0427* NAD 83(1986)-  34 52 03.     (N)    101 54 15.     (W)     SCALED    
 EN0427* NAVD 88     -      1127.186  (meters)    3698.11   (feet)  ADJUSTED  
 EN0427  ___________________________________________________________________
 EN0427  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 EN0427  DYNAMIC HT  -        1125.798 (meters)    3693.56  (feet)  COMP
 EN0427  MODELED GRAV-     979,365.1   (mgal)                       NAVD 88
 EN0427
 EN0427  VERT ORDER  -  SECOND    CLASS 0
 EN0427
 EN0427.The horizontal coordinates were scaled from a topographic map and have
 EN0427.an estimated accuracy of +/- 6 seconds.
 EN0427
 EN0427.The orthometric height was determined by differential leveling
 EN0427.and adjusted by the National Geodetic Survey in June 1991..
 EN0427
 EN0427.The geoid height was determined by GEOID03.
 EN0427
 EN0427.The dynamic height is computed by dividing the NAVD 88
 EN0427.geopotential number by the normal gravity value computed on the
 EN0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0427.degrees latitude (g = 980.6199 gals.).
 EN0427
 EN0427.The modeled gravity was interpolated from observed gravity values.
 EN0427
 EN0427;                    North         East    Units  Estimated Accuracy
 EN0427;SPC TX N     - 1,096,310.      163,050.      MT  (+/- 180 meters Scaled)
 EN0427
 EN0427                          SUPERSEDED SURVEY CONTROL
 EN0427
 EN0427  NGVD 29 (??/??/92) 1126.698  (m)         3696.51   (f) ADJ UNCH    2 0
 EN0427
 EN0427.Superseded values are not recommended for survey control.
 EN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0427.See file dsdata.txt to determine how the superseded data were derived.
 EN0427
 EN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD345621(NAD 83)
 EN0427_MARKER: DB = BENCH MARK DISK
 EN0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0427_STAMPING: Z-432 1934
 EN0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0427+STABILITY: SURFACE MOTION
 EN0427
 EN0427  HISTORY     - Date     Condition        Report By
 EN0427  HISTORY     - 1934     MONUMENTED       CGS
 EN0427  HISTORY     - 1943     GOOD             NGS
 EN0427
 EN0427                          STATION DESCRIPTION
 EN0427
 EN0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0427'8.8 MI S FROM CANYON.
 EN0427'8.8 MI. S. ALONG U.S. NO. 385 9.0 MI. N. OF HAPPY AT THE S. END OF A
 EN0427'LONG CUT, 13 POLES S. OF MI. POST NO. 579, 75 FT. E. OF THE CENTER
 EN0427'LINE OF TRACK, 51 FT. W. OF THE CENTER LINE OF HWY., AND 1 FT. W. OF
 EN0427'THE FENCE LINE.  NOTE-- FENCE REMOVED, A WHITE REF. POST WAS SET 2 FT.
 EN0427'N OF BM.
 EN0427
 EN0427                          STATION RECOVERY (1943)
 EN0427
 EN0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EN0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0152 ***********************************************************************
 DP0152  DESIGNATION -  Z 433 RESET 1956
 DP0152  PID         -  DP0152
 DP0152  STATE/COUNTY-  TX/DICKENS
 DP0152  USGS QUAD   -  DICKENS NORTH (1981)
 DP0152
 DP0152                         *CURRENT SURVEY CONTROL
 DP0152  ___________________________________________________________________
 DP0152* NAD 83(1986)-  33 38 45.     (N)    100 50 30.     (W)     SCALED    
 DP0152* NAVD 88     -       828.84   (meters)    2719.3    (feet)  RESET     
 DP0152  ___________________________________________________________________
 DP0152  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DP0152
 DP0152  VERT ORDER  -  THIRD
 DP0152
 DP0152.The horizontal coordinates were scaled from a topographic map and have
 DP0152.an estimated accuracy of +/- 6 seconds.
 DP0152
 DP0152.The orthometric height was computed from unverified reset data.
 DP0152
 DP0152.The geoid height was determined by GEOID03.
 DP0152
 DP0152;                    North         East    Units  Estimated Accuracy
 DP0152;SPC TXNC     - 2,221,900.      382,810.      MT  (+/- 180 meters Scaled)
 DP0152
 DP0152                          SUPERSEDED SURVEY CONTROL
 DP0152
 DP0152.No superseded survey control is available for this station.
 DP0152
 DP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC292244(NAD 83)
 DP0152_MARKER: DB = BENCH MARK DISK
 DP0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0152_STAMPING: Z 433 RESET 1956
 DP0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0152+STABILITY: SURFACE MOTION
 DP0152
 DP0152  HISTORY     - Date     Condition        Report By
 DP0152  HISTORY     - 1956     MONUMENTED       TXHD
 DP0152  HISTORY     - 1967     GOOD             USGS
 DP0152
 DP0152                          STATION DESCRIPTION
 DP0152
 DP0152'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DP0152'1.8 MI N FROM DICKENS.
 DP0152'COURTHOUSE IN DICKENS.  0.3 MILES W OF ALONG U S HIGHWAY 82.  THENCE
 DP0152'1.8 MILES N ALONG STATE HIGHWAY 70 TO A CULVERT.  61 FEET N ALONG
 DP0152'HIGHWAY FROM CENTERLINE OF CULVERT.  139 FEET W OF CENTERLINE OF
 DP0152'HIGHWAY.  ABOUT 1/4 MILE SW OF A WHITE HOUSE.  A STANDARD TABLET
 DP0152'STAMPED Z 433 RESET 1956 AND SET IN A CONCRETE POST PROJECTING ABOUT 3
 DP0152'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0161 ***********************************************************************
 EN0161  DESIGNATION -  Z 434
 EN0161  PID         -  EN0161
 EN0161  STATE/COUNTY-  TX/HALL
 EN0161  USGS QUAD   -  FOLLEY (1981)
 EN0161
 EN0161                         *CURRENT SURVEY CONTROL
 EN0161  ___________________________________________________________________
 EN0161* NAD 83(1986)-  34 16 51.     (N)    100 53 32.     (W)     SCALED    
 EN0161* NAVD 88     -       714.504  (meters)    2344.17   (feet)  ADJUSTED  
 EN0161  ___________________________________________________________________
 EN0161  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0161  DYNAMIC HT  -         713.646 (meters)    2341.35  (feet)  COMP
 EN0161  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 EN0161
 EN0161  VERT ORDER  -  SECOND    CLASS 0
 EN0161
 EN0161.The horizontal coordinates were scaled from a topographic map and have
 EN0161.an estimated accuracy of +/- 6 seconds.
 EN0161
 EN0161.The orthometric height was determined by differential leveling
 EN0161.and adjusted by the National Geodetic Survey in June 1991..
 EN0161
 EN0161.The geoid height was determined by GEOID03.
 EN0161
 EN0161.The dynamic height is computed by dividing the NAVD 88
 EN0161.geopotential number by the normal gravity value computed on the
 EN0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0161.degrees latitude (g = 980.6199 gals.).
 EN0161
 EN0161.The modeled gravity was interpolated from observed gravity values.
 EN0161
 EN0161;                    North         East    Units  Estimated Accuracy
 EN0161;SPC TX N     - 1,031,330.      255,970.      MT  (+/- 180 meters Scaled)
 EN0161
 EN0161                          SUPERSEDED SURVEY CONTROL
 EN0161
 EN0161  NGVD 29 (??/??/92)  714.198  (m)         2343.16   (f) ADJ UNCH    2 0
 EN0161
 EN0161.Superseded values are not recommended for survey control.
 EN0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0161.See file dsdata.txt to determine how the superseded data were derived.
 EN0161
 EN0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC258949(NAD 83)
 EN0161_MARKER: DB = BENCH MARK DISK
 EN0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0161_STAMPING: Z-434 1934
 EN0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0161+STABILITY: SURFACE MOTION
 EN0161
 EN0161  HISTORY     - Date     Condition        Report By
 EN0161  HISTORY     - 1934     MONUMENTED       CGS
 EN0161  HISTORY     - 1935     GOOD             NGS
 EN0161  HISTORY     - 1967     MARK NOT FOUND   USGS
 EN0161
 EN0161                          STATION DESCRIPTION
 EN0161
 EN0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0161'8.6 MI S FROM TURKEY.
 EN0161'8.6 MI. S. ALONG STATE NO. 18 50 FT. E. OF THE CENTER LINE OF HWY., 2
 EN0161'FT. S. OF R.O.W. POST, AND 1 FT. W. OF THE FENCE LINE.
 EN0161
 EN0161                          STATION RECOVERY (1967)
 EN0161
 EN0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0018 ***********************************************************************
 DP0018  DESIGNATION -  Z 435
 DP0018  PID         -  DP0018
 DP0018  STATE/COUNTY-  TX/COTTLE
 DP0018  USGS QUAD   -  GINSITE (1981)
 DP0018
 DP0018                         *CURRENT SURVEY CONTROL
 DP0018  ___________________________________________________________________
 DP0018* NAD 83(1986)-  33 56 38.     (N)    100 19 36.     (W)     SCALED    
 DP0018* NAVD 88     -       569.038  (meters)    1866.92   (feet)  ADJUSTED  
 DP0018  ___________________________________________________________________
 DP0018  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DP0018  DYNAMIC HT  -         568.375 (meters)    1864.74  (feet)  COMP
 DP0018  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 DP0018
 DP0018  VERT ORDER  -  SECOND    CLASS 0
 DP0018
 DP0018.The horizontal coordinates were scaled from a topographic map and have
 DP0018.an estimated accuracy of +/- 6 seconds.
 DP0018
 DP0018.The orthometric height was determined by differential leveling
 DP0018.and adjusted by the National Geodetic Survey in June 1991..
 DP0018
 DP0018.The geoid height was determined by GEOID03.
 DP0018
 DP0018.The dynamic height is computed by dividing the NAVD 88
 DP0018.geopotential number by the normal gravity value computed on the
 DP0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0018.degrees latitude (g = 980.6199 gals.).
 DP0018
 DP0018.The modeled gravity was interpolated from observed gravity values.
 DP0018
 DP0018;                    North         East    Units  Estimated Accuracy
 DP0018;SPC TXNC     - 2,254,000.      431,140.      MT  (+/- 180 meters Scaled)
 DP0018
 DP0018                          SUPERSEDED SURVEY CONTROL
 DP0018
 DP0018  NGVD 29 (??/??/92)  568.843  (m)         1866.28   (f) ADJ UNCH    2 0
 DP0018
 DP0018.Superseded values are not recommended for survey control.
 DP0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0018.See file dsdata.txt to determine how the superseded data were derived.
 DP0018
 DP0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC774567(NAD 83)
 DP0018_MARKER: DB = BENCH MARK DISK
 DP0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0018_STAMPING: Z-435 1934
 DP0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0018+STABILITY: SURFACE MOTION
 DP0018
 DP0018  HISTORY     - Date     Condition        Report By
 DP0018  HISTORY     - 1934     MONUMENTED       CGS
 DP0018  HISTORY     - 1935     GOOD             NGS
 DP0018
 DP0018                          STATION DESCRIPTION
 DP0018
 DP0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0018'5.4 MI S FROM PADUCAH.
 DP0018'5.4 MI. S. ALONG U.S. NO. 83 AT THE S. END OF A CUT, 100 YDS. N. OF A
 DP0018'MAIL BOX, 45 FT. W. OF THE CENTER LINE OF HWY., 3 FT. S. OF A
 DP0018'TELEPHONE POLE, AND 2 FT. E. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0088 ***********************************************************************
 EN0088  DESIGNATION -  Z 436
 EN0088  PID         -  EN0088
 EN0088  STATE/COUNTY-  TX/COTTLE
 EN0088  USGS QUAD   -  KIRKLAND SOUTH (1981)
 EN0088
 EN0088                         *CURRENT SURVEY CONTROL
 EN0088  ___________________________________________________________________
 EN0088* NAD 83(1986)-  34 16 27.     (N)    100 01 44.     (W)     SCALED    
 EN0088* NAVD 88     -       496.131  (meters)    1627.72   (feet)  ADJUSTED  
 EN0088  ___________________________________________________________________
 EN0088  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 EN0088  DYNAMIC HT  -         495.569 (meters)    1625.88  (feet)  COMP
 EN0088  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 EN0088
 EN0088  VERT ORDER  -  SECOND    CLASS 0
 EN0088
 EN0088.The horizontal coordinates were scaled from a topographic map and have
 EN0088.an estimated accuracy of +/- 6 seconds.
 EN0088
 EN0088.The orthometric height was determined by differential leveling
 EN0088.and adjusted by the National Geodetic Survey in June 1991..
 EN0088
 EN0088.The geoid height was determined by GEOID03.
 EN0088
 EN0088.The dynamic height is computed by dividing the NAVD 88
 EN0088.geopotential number by the normal gravity value computed on the
 EN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0088.degrees latitude (g = 980.6199 gals.).
 EN0088
 EN0088.The modeled gravity was interpolated from observed gravity values.
 EN0088
 EN0088;                    North         East    Units  Estimated Accuracy
 EN0088;SPC TXNC     - 2,290,200.      459,200.      MT  (+/- 180 meters Scaled)
 EN0088
 EN0088                          SUPERSEDED SURVEY CONTROL
 EN0088
 EN0088  NGVD 29 (??/??/92)  495.935  (m)         1627.08   (f) ADJ UNCH    2 0
 EN0088
 EN0088.Superseded values are not recommended for survey control.
 EN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0088.See file dsdata.txt to determine how the superseded data were derived.
 EN0088
 EN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC052930(NAD 83)
 EN0088_MARKER: DB = BENCH MARK DISK
 EN0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0088_STAMPING: Z 436 1935
 EN0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0088+STABILITY: SURFACE MOTION
 EN0088
 EN0088  HISTORY     - Date     Condition        Report By
 EN0088  HISTORY     - 1935     MONUMENTED       CGS
 EN0088  HISTORY     - 1958     GOOD             NGS
 EN0088  HISTORY     - 1984     GOOD             NGS
 EN0088
 EN0088                          STATION DESCRIPTION
 EN0088
 EN0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0088'11.8 MI E FROM SWEARINGEN.
 EN0088'11.8 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM THE
 EN0088'STATION AT SWEARINGEN, COTTLE COUNTY, 2 FEET WEST OF MILEPOST 17+25,
 EN0088'39 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 6 FEET SOUTH OF THE
 EN0088'FENCE.  A STANDARD DISK, STAMPED Z 436 1934 AND SET IN THE TOP OF A
 EN0088'CONCRETE POST.  NOTE-- BM IS 1ST POLE EAST OF A PRIVATE.
 EN0088
 EN0088                          STATION RECOVERY (1984)
 EN0088
 EN0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0214 ***********************************************************************
 DP0214  DESIGNATION -  Z 437
 DP0214  PID         -  DP0214
 DP0214  STATE/COUNTY-  TX/MOTLEY
 DP0214  USGS QUAD   -  CHINA CANYON (1981)
 DP0214
 DP0214                         *CURRENT SURVEY CONTROL
 DP0214  ___________________________________________________________________
 DP0214* NAD 83(1986)-  33 59 21.     (N)    100 35 43.     (W)     SCALED    
 DP0214* NAVD 88     -       657.904  (meters)    2158.47   (feet)  ADJUSTED  
 DP0214  ___________________________________________________________________
 DP0214  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DP0214  DYNAMIC HT  -         657.124 (meters)    2155.91  (feet)  COMP
 DP0214  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 DP0214
 DP0214  VERT ORDER  -  SECOND    CLASS 0
 DP0214
 DP0214.The horizontal coordinates were scaled from a topographic map and have
 DP0214.an estimated accuracy of +/- 6 seconds.
 DP0214
 DP0214.The orthometric height was determined by differential leveling
 DP0214.and adjusted by the National Geodetic Survey in June 1991..
 DP0214
 DP0214.The geoid height was determined by GEOID03.
 DP0214
 DP0214.The dynamic height is computed by dividing the NAVD 88
 DP0214.geopotential number by the normal gravity value computed on the
 DP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0214.degrees latitude (g = 980.6199 gals.).
 DP0214
 DP0214.The modeled gravity was interpolated from observed gravity values.
 DP0214
 DP0214;                    North         East    Units  Estimated Accuracy
 DP0214;SPC TXNC     - 2,259,490.      406,420.      MT  (+/- 180 meters Scaled)
 DP0214
 DP0214                          SUPERSEDED SURVEY CONTROL
 DP0214
 DP0214  NGVD 29 (??/??/92)  657.659  (m)         2157.67   (f) ADJ UNCH    2 0
 DP0214
 DP0214.Superseded values are not recommended for survey control.
 DP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0214.See file dsdata.txt to determine how the superseded data were derived.
 DP0214
 DP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC526621(NAD 83)
 DP0214_MARKER: DB = BENCH MARK DISK
 DP0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0214_STAMPING: Z 437 1934
 DP0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0214+STABILITY: SURFACE MOTION
 DP0214
 DP0214  HISTORY     - Date     Condition        Report By
 DP0214  HISTORY     - 1934     MONUMENTED       CGS
 DP0214  HISTORY     - 1958     GOOD             NGS
 DP0214
 DP0214                          STATION DESCRIPTION
 DP0214
 DP0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0214'7.1 MI E FROM RUSSELLVILLE.
 DP0214'ABOUT 7.1 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0214'RUSSELLVILLE, MOTLEY COUNTY, 1 POLE EAST OF MILEPOST 62, DIRECTLY
 DP0214'SOUTH OF A GRAY HOUSE WITH A RED ROOF, ABOUT 100 FEET NORTH OF THE
 DP0214'CENTER LINE OF THE TRACK, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 DP0214'A STANDARD DISK, STAMPED Z 437 1934 AND SET IN THE TOP OF A CONCRETE
 DP0214'POST.
 DP0214
 DP0214                          STATION RECOVERY (1958)
 DP0214
 DP0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0238 ***********************************************************************
 DP0238  DESIGNATION -  Z 438
 DP0238  PID         -  DP0238
 DP0238  STATE/COUNTY-  TX/FLOYD
 DP0238  USGS QUAD   -  FLOYDADA (1981)
 DP0238
 DP0238                         *CURRENT SURVEY CONTROL
 DP0238  ___________________________________________________________________
 DP0238* NAD 83(1986)-  33 58 28.     (N)    101 18 03.     (W)     SCALED    
 DP0238* NAVD 88     -       960.724  (meters)    3151.98   (feet)  ADJUSTED  
 DP0238  ___________________________________________________________________
 DP0238  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DP0238  DYNAMIC HT  -         959.497 (meters)    3147.95  (feet)  COMP
 DP0238  MODELED GRAV-     979,326.4   (mgal)                       NAVD 88
 DP0238
 DP0238  VERT ORDER  -  SECOND    CLASS 0
 DP0238
 DP0238.The horizontal coordinates were scaled from a topographic map and have
 DP0238.an estimated accuracy of +/- 6 seconds.
 DP0238
 DP0238.The orthometric height was determined by differential leveling
 DP0238.and adjusted by the National Geodetic Survey in June 1991..
 DP0238
 DP0238.The geoid height was determined by GEOID03.
 DP0238
 DP0238.The dynamic height is computed by dividing the NAVD 88
 DP0238.geopotential number by the normal gravity value computed on the
 DP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0238.degrees latitude (g = 980.6199 gals.).
 DP0238
 DP0238.The modeled gravity was interpolated from observed gravity values.
 DP0238
 DP0238;                    North         East    Units  Estimated Accuracy
 DP0238;SPC TXNC     - 2,259,370.      341,200.      MT  (+/- 180 meters Scaled)
 DP0238
 DP0238                          SUPERSEDED SURVEY CONTROL
 DP0238
 DP0238  NGVD 29 (??/??/92)  960.364  (m)         3150.79   (f) ADJ UNCH    2 0
 DP0238
 DP0238.Superseded values are not recommended for survey control.
 DP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0238.See file dsdata.txt to determine how the superseded data were derived.
 DP0238
 DP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC874617(NAD 83)
 DP0238_MARKER: DB = BENCH MARK DISK
 DP0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0238_STAMPING: Z 438 1934
 DP0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0238+STABILITY: SURFACE MOTION
 DP0238
 DP0238  HISTORY     - Date     Condition        Report By
 DP0238  HISTORY     - 1934     MONUMENTED       CGS
 DP0238  HISTORY     - 1958     GOOD             NGS
 DP0238
 DP0238                          STATION DESCRIPTION
 DP0238
 DP0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0238'2.0 MI E FROM FLOYDADA.
 DP0238'ABOUT 2.0 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0238'THE STATION AT FLOYDADA, FLOYD COUNTY, 3 POLES EAST OF MILEPOST 108,
 DP0238'AT THE EAST END OF A LONG FILL, 44 FEET NORTH OF THE CENTER LINE OF
 DP0238'THE TRACK, 32 FEET NORTH OF A POLE, AND 1 FOOT SOUTH OF THE FENCE.  A
 DP0238'STANDARD DISK, STAMPED Z 438 1934 AND SET IN THE TOP OF A CONCRETE
 DP0238'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0157 ***********************************************************************
 EO0157  DESIGNATION -  Z 440
 EO0157  PID         -  EO0157
 EO0157  STATE/COUNTY-  TX/BAILEY
 EO0157  USGS QUAD   -  MULESHOE (1980)
 EO0157
 EO0157                         *CURRENT SURVEY CONTROL
 EO0157  ___________________________________________________________________
 EO0157* NAD 83(1986)-  34 14 32.     (N)    102 42 24.     (W)     SCALED    
 EO0157* NAVD 88     -      1154.036  (meters)    3786.20   (feet)  ADJUSTED  
 EO0157  ___________________________________________________________________
 EO0157  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 EO0157  DYNAMIC HT  -        1152.547 (meters)    3781.31  (feet)  COMP
 EO0157  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 EO0157
 EO0157  VERT ORDER  -  SECOND    CLASS 0
 EO0157
 EO0157.The horizontal coordinates were scaled from a topographic map and have
 EO0157.an estimated accuracy of +/- 6 seconds.
 EO0157
 EO0157.The orthometric height was determined by differential leveling
 EO0157.and adjusted by the National Geodetic Survey in June 1991..
 EO0157
 EO0157.The geoid height was determined by GEOID03.
 EO0157
 EO0157.The dynamic height is computed by dividing the NAVD 88
 EO0157.geopotential number by the normal gravity value computed on the
 EO0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0157.degrees latitude (g = 980.6199 gals.).
 EO0157
 EO0157.The modeled gravity was interpolated from observed gravity values.
 EO0157
 EO0157;                    North         East    Units  Estimated Accuracy
 EO0157;SPC TXNC     - 2,293,390.      212,540.      MT  (+/- 180 meters Scaled)
 EO0157
 EO0157                          SUPERSEDED SURVEY CONTROL
 EO0157
 EO0157  NGVD 29 (??/??/92) 1153.484  (m)         3784.39   (f) ADJ UNCH    2 0
 EO0157
 EO0157.Superseded values are not recommended for survey control.
 EO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0157.See file dsdata.txt to determine how the superseded data were derived.
 EO0157
 EO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT112913(NAD 83)
 EO0157_MARKER: DB = BENCH MARK DISK
 EO0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0157_STAMPING: Z-440 1934
 EO0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0157+STABILITY: SURFACE MOTION
 EO0157
 EO0157  HISTORY     - Date     Condition        Report By
 EO0157  HISTORY     - 1934     MONUMENTED       CGS
 EO0157  HISTORY     - 1962     MARK NOT FOUND   USGS
 EO0157
 EO0157                          STATION DESCRIPTION
 EO0157
 EO0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0157'1.9 MI E FROM MULESHOE.
 EO0157'1.9 MI. E. ALONG U.S. NO. 70 IN THE N.W. CORNER OF A T ROAD
 EO0157'INTERSECTION, 36 FT. N. OF THE CENTER LINE OF HWY., 27 FT. W. OF THE
 EO0157'CENTER LINE OF SIDE ROAD, 3 FT. N.W. OF A FENCE CORNER, AND 1 FT. N.
 EO0157'OF FENCE LINE.  NOTE-- ON OLD HIGHWAY 70 1/2 MI N OF PRESENT PAVED RD.
 EO0157'100 FT. NW OF IRRIGATION WELL.
 EO0157
 EO0157                          STATION RECOVERY (1962)
 EO0157
 EO0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EO0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0283 ***********************************************************************
 DQ0283  DESIGNATION -  Z 441
 DQ0283  PID         -  DQ0283
 DQ0283  STATE/COUNTY-  TX/COCHRAN
 DQ0283  USGS QUAD   -  BLEDSOE (1984)
 DQ0283
 DQ0283                         *CURRENT SURVEY CONTROL
 DQ0283  ___________________________________________________________________
 DQ0283* NAD 83(1986)-  33 37 26.     (N)    103 03 04.     (W)     SCALED    
 DQ0283* NAVD 88     -      1214.618  (meters)    3984.96   (feet)  ADJUSTED  
 DQ0283  ___________________________________________________________________
 DQ0283  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 DQ0283  DYNAMIC HT  -        1212.998 (meters)    3979.64  (feet)  COMP
 DQ0283  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 DQ0283
 DQ0283  VERT ORDER  -  SECOND    CLASS 0
 DQ0283
 DQ0283.The horizontal coordinates were scaled from a topographic map and have
 DQ0283.an estimated accuracy of +/- 6 seconds.
 DQ0283
 DQ0283.The orthometric height was determined by differential leveling
 DQ0283.and adjusted by the National Geodetic Survey in June 1991..
 DQ0283
 DQ0283.The geoid height was determined by GEOID03.
 DQ0283
 DQ0283.The dynamic height is computed by dividing the NAVD 88
 DQ0283.geopotential number by the normal gravity value computed on the
 DQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0283.degrees latitude (g = 980.6199 gals.).
 DQ0283
 DQ0283.The modeled gravity was interpolated from observed gravity values.
 DQ0283
 DQ0283;                    North         East    Units  Estimated Accuracy
 DQ0283;SPC TXNC     - 2,226,190.      177,870.      MT  (+/- 180 meters Scaled)
 DQ0283
 DQ0283                          SUPERSEDED SURVEY CONTROL
 DQ0283
 DQ0283  NGVD 29 (??/??/92) 1214.154  (m)         3983.44   (f) ADJ UNCH    2 0
 DQ0283
 DQ0283.Superseded values are not recommended for survey control.
 DQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0283.See file dsdata.txt to determine how the superseded data were derived.
 DQ0283
 DQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT807221(NAD 83)
 DQ0283_MARKER: DB = BENCH MARK DISK
 DQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0283_STAMPING: Z 441 1934
 DQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0283+STABILITY: SURFACE MOTION
 DQ0283
 DQ0283  HISTORY     - Date     Condition        Report By
 DQ0283  HISTORY     - 1934     MONUMENTED       CGS
 DQ0283  HISTORY     - 1970     MARK NOT FOUND   USGS
 DQ0283
 DQ0283                          STATION DESCRIPTION
 DQ0283
 DQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0283'2.0 MI W FROM BLEDSOE.
 DQ0283'2.0 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM  THE
 DQ0283'STATION AT BLEDSOE, COCHRAN COUNTY, 0.6 MILE SOUTH OF THE DEAD-END OF
 DQ0283'A RAILROAD AT THE EAST SIDE OF THE ROAD, 150 FEET SOUTH OF THE CENTER
 DQ0283'OF THE INTERSECTION OF THREE ROADS, 42 FEET SOUTH OF THE CENTERLINE OF
 DQ0283'THE BLEDSOE-MILNESAND ROAD, AND 3 FEET HIGHER THAN THE ROAD.  A
 DQ0283'STANDARD DISK, STAMPED Z 441 1934 AND SET IN THE TOP OF A CONCRETE
 DQ0283'POST.
 DQ0283
 DQ0283                          STATION RECOVERY (1970)
 DQ0283
 DQ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DQ0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0647 ***********************************************************************
 CU0647  DESIGNATION -  Z 443
 CU0647  PID         -  CU0647
 CU0647  STATE/COUNTY-  TX/HOWARD
 CU0647  USGS QUAD   -  KNOTT SE (1966)
 CU0647
 CU0647                         *CURRENT SURVEY CONTROL
 CU0647  ___________________________________________________________________
 CU0647* NAD 83(1986)-  32 18 26.     (N)    101 30 15.     (W)     SCALED    
 CU0647* NAVD 88     -       796.045  (meters)    2611.69   (feet)  ADJUSTED  
 CU0647  ___________________________________________________________________
 CU0647  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CU0647  DYNAMIC HT  -         794.955 (meters)    2608.11  (feet)  COMP
 CU0647  MODELED GRAV-     979,242.9   (mgal)                       NAVD 88
 CU0647
 CU0647  VERT ORDER  -  SECOND    CLASS 0
 CU0647
 CU0647.The horizontal coordinates were scaled from a topographic map and have
 CU0647.an estimated accuracy of +/- 6 seconds.
 CU0647
 CU0647.The orthometric height was determined by differential leveling
 CU0647.and adjusted by the National Geodetic Survey in June 1991..
 CU0647
 CU0647.The geoid height was determined by GEOID03.
 CU0647
 CU0647.The dynamic height is computed by dividing the NAVD 88
 CU0647.geopotential number by the normal gravity value computed on the
 CU0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0647.degrees latitude (g = 980.6199 gals.).
 CU0647
 CU0647.The modeled gravity was interpolated from observed gravity values.
 CU0647
 CU0647;                    North         East    Units  Estimated Accuracy
 CU0647;SPC TXNC     - 2,075,080.      317,130.      MT  (+/- 180 meters Scaled)
 CU0647
 CU0647                          SUPERSEDED SURVEY CONTROL
 CU0647
 CU0647  NGVD 29 (??/??/92)  795.769  (m)         2610.79   (f) ADJ UNCH    2 0
 CU0647
 CU0647.Superseded values are not recommended for survey control.
 CU0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0647.See file dsdata.txt to determine how the superseded data were derived.
 CU0647
 CU0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA642772(NAD 83)
 CU0647_MARKER: DB = BENCH MARK DISK
 CU0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0647_STAMPING: Z 443 1934
 CU0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0647+STABILITY: SURFACE MOTION
 CU0647
 CU0647  HISTORY     - Date     Condition        Report By
 CU0647  HISTORY     - 1934     MONUMENTED       CGS
 CU0647  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0647
 CU0647                          STATION DESCRIPTION
 CU0647
 CU0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0647'4.3 MI NW FROM BIG SPRINGS.
 CU0647'4.3 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE TEXAS AND PACIFIC
 CU0647'RAILWAY STATION AT BIG SPRING, 0.2 MILE NORTH OF A FARMHOUSE ON THE
 CU0647'WEST SIDE OF THE HIGHWAY, 0.2 MILE SOUTH OF A FARMHOUSE ON THE WEST
 CU0647'SIDE OF THE HIGHWAY, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CU0647'AND 1 FOOT EAST OF THE FENCE.  NOTE-- THE SITE OF THIS MARK IS NOW IN
 CU0647'A CULTIVATED FIELD AND NO EVIDENCE OF THE MARK WAS FOUND.  IT IS
 CU0647'BELIEVED IT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0702 ***********************************************************************
 CU0702  DESIGNATION -  Z 444
 CU0702  PID         -  CU0702
 CU0702  STATE/COUNTY-  TX/DAWSON
 CU0702  USGS QUAD   -  LAMESA NORTH (1968)
 CU0702
 CU0702                         *CURRENT SURVEY CONTROL
 CU0702  ___________________________________________________________________
 CU0702* NAD 83(1986)-  32 48 51.     (N)    101 54 47.     (W)     SCALED    
 CU0702* NAVD 88     -       918.861  (meters)    3014.63   (feet)  ADJUSTED  
 CU0702  ___________________________________________________________________
 CU0702  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CU0702  DYNAMIC HT  -         917.638 (meters)    3010.62  (feet)  COMP
 CU0702  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 CU0702
 CU0702  VERT ORDER  -  SECOND    CLASS 0
 CU0702
 CU0702.The horizontal coordinates were scaled from a topographic map and have
 CU0702.an estimated accuracy of +/- 6 seconds.
 CU0702
 CU0702.The orthometric height was determined by differential leveling
 CU0702.and adjusted by the National Geodetic Survey in June 1991..
 CU0702
 CU0702.The geoid height was determined by GEOID03.
 CU0702
 CU0702.The dynamic height is computed by dividing the NAVD 88
 CU0702.geopotential number by the normal gravity value computed on the
 CU0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0702.degrees latitude (g = 980.6199 gals.).
 CU0702
 CU0702.The modeled gravity was interpolated from observed gravity values.
 CU0702
 CU0702;                    North         East    Units  Estimated Accuracy
 CU0702;SPC TXNC     - 2,132,440.      280,470.      MT  (+/- 180 meters Scaled)
 CU0702
 CU0702                          SUPERSEDED SURVEY CONTROL
 CU0702
 CU0702  NGVD 29 (??/??/92)  918.521  (m)         3013.51   (f) ADJ UNCH    2 0
 CU0702
 CU0702.Superseded values are not recommended for survey control.
 CU0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0702.See file dsdata.txt to determine how the superseded data were derived.
 CU0702
 CU0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB272344(NAD 83)
 CU0702_MARKER: DB = BENCH MARK DISK
 CU0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0702_STAMPING: Z 444 1934
 CU0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0702+STABILITY: SURFACE MOTION
 CU0702
 CU0702  HISTORY     - Date     Condition        Report By
 CU0702  HISTORY     - 1934     MONUMENTED       CGS
 CU0702  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0702
 CU0702                          STATION DESCRIPTION
 CU0702
 CU0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0702'6.4 MI NE FROM LAMESA.
 CU0702'6.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0702'STATION AT LAMESA, 0.5 MILE SOUTH OF MILEPOST 47, 0.2 MILE NORTH OF A
 CU0702'ROAD CROSSING, 51 FEET EAST OF THE CENTERLINE OF THE TRACK, 150 FEET
 CU0702'EAST OF THE CENTERLINE OF U.S. HIGHWAY 87, AND 2 FEET EAST OF THE
 CU0702'RIGHT-OF-WAY FENCE.  NOTE-- THE SITE OF THIS MARK IS NOW UNDER SAND
 CU0702'DRIFTS AND NO EVIDENCE OF THE MARK WAS FOUND.  IT IS BELIEVED TO BE IN
 CU0702'PLACE BUT NOT PRESENTLY AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0335 ***********************************************************************
 DP0335  DESIGNATION -  Z 445
 DP0335  PID         -  DP0335
 DP0335  STATE/COUNTY-  TX/LYNN
 DP0335  USGS QUAD   -  TAHOKA (1981)
 DP0335
 DP0335                         *CURRENT SURVEY CONTROL
 DP0335  ___________________________________________________________________
 DP0335* NAD 83(1986)-  33 08 05.     (N)    101 47 20.     (W)     SCALED    
 DP0335* NAVD 88     -       924.002  (meters)    3031.50   (feet)  ADJUSTED  
 DP0335  ___________________________________________________________________
 DP0335  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 DP0335  DYNAMIC HT  -         922.785 (meters)    3027.50  (feet)  COMP
 DP0335  MODELED GRAV-     979,289.6   (mgal)                       NAVD 88
 DP0335
 DP0335  VERT ORDER  -  SECOND    CLASS 0
 DP0335
 DP0335.The horizontal coordinates were scaled from a topographic map and have
 DP0335.an estimated accuracy of +/- 6 seconds.
 DP0335
 DP0335.The orthometric height was determined by differential leveling
 DP0335.and adjusted by the National Geodetic Survey in June 1991..
 DP0335
 DP0335.The geoid height was determined by GEOID03.
 DP0335
 DP0335.The dynamic height is computed by dividing the NAVD 88
 DP0335.geopotential number by the normal gravity value computed on the
 DP0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0335.degrees latitude (g = 980.6199 gals.).
 DP0335
 DP0335.The modeled gravity was interpolated from observed gravity values.
 DP0335
 DP0335;                    North         East    Units  Estimated Accuracy
 DP0335;SPC TXNC     - 2,167,600.      293,200.      MT  (+/- 180 meters Scaled)
 DP0335
 DP0335                          SUPERSEDED SURVEY CONTROL
 DP0335
 DP0335  NGVD 29 (??/??/92)  923.617  (m)         3030.23   (f) ADJ UNCH    2 0
 DP0335
 DP0335.Superseded values are not recommended for survey control.
 DP0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0335.See file dsdata.txt to determine how the superseded data were derived.
 DP0335
 DP0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB398696(NAD 83)
 DP0335_MARKER: DB = BENCH MARK DISK
 DP0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0335_STAMPING: Z 445 1934
 DP0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0335+STABILITY: SURFACE MOTION
 DP0335
 DP0335  HISTORY     - Date     Condition        Report By
 DP0335  HISTORY     - 1934     MONUMENTED       CGS
 DP0335  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0335
 DP0335                          STATION DESCRIPTION
 DP0335
 DP0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0335'2.2 MI S FROM TAHOKA.
 DP0335'2.2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0335'STATION AT TAHOKA, 225 FEET NORTH OF BRIDGE 23 A, 81 FEET EAST OF THE
 DP0335'RIGHT-OF-WAY FENCE, 69 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 DP0335'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED Z 445 1934 AND
 DP0335'SET IN THE TOP OF A CONCRETE POST.
 DP0335
 DP0335                          STATION RECOVERY (1968)
 DP0335
 DP0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0494 ***********************************************************************
 CU0494  DESIGNATION -  Z 446
 CU0494  PID         -  CU0494
 CU0494  STATE/COUNTY-  TX/BORDEN
 CU0494  USGS QUAD   -  FIVEMILE CREEK (1969)
 CU0494
 CU0494                         *CURRENT SURVEY CONTROL
 CU0494  ___________________________________________________________________
 CU0494* NAD 83(1986)-  32 45 36.     (N)    101 15 02.     (W)     SCALED    
 CU0494* NAVD 88     -       732.904  (meters)    2404.54   (feet)  ADJUSTED  
 CU0494  ___________________________________________________________________
 CU0494  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CU0494  DYNAMIC HT  -         731.938 (meters)    2401.37  (feet)  COMP
 CU0494  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 CU0494
 CU0494  VERT ORDER  -  SECOND    CLASS 0
 CU0494
 CU0494.The horizontal coordinates were scaled from a topographic map and have
 CU0494.an estimated accuracy of +/- 6 seconds.
 CU0494
 CU0494.The orthometric height was determined by differential leveling
 CU0494.and adjusted by the National Geodetic Survey in June 1991..
 CU0494
 CU0494.The geoid height was determined by GEOID03.
 CU0494
 CU0494.The dynamic height is computed by dividing the NAVD 88
 CU0494.geopotential number by the normal gravity value computed on the
 CU0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0494.degrees latitude (g = 980.6199 gals.).
 CU0494
 CU0494.The modeled gravity was interpolated from observed gravity values.
 CU0494
 CU0494;                    North         East    Units  Estimated Accuracy
 CU0494;SPC TXNC     - 2,124,610.      342,320.      MT  (+/- 180 meters Scaled)
 CU0494
 CU0494                          SUPERSEDED SURVEY CONTROL
 CU0494
 CU0494  NGVD 29 (??/??/92)  732.580  (m)         2403.47   (f) ADJ UNCH    2 0
 CU0494
 CU0494.Superseded values are not recommended for survey control.
 CU0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0494.See file dsdata.txt to determine how the superseded data were derived.
 CU0494
 CU0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB891269(NAD 83)
 CU0494_MARKER: DB = BENCH MARK DISK
 CU0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0494_STAMPING: Z 446 1934
 CU0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0494+STABILITY: SURFACE MOTION
 CU0494
 CU0494  HISTORY     - Date     Condition        Report By
 CU0494  HISTORY     - 1934     MONUMENTED       CGS
 CU0494  HISTORY     - 1948     GOOD             NGS
 CU0494
 CU0494                          STATION DESCRIPTION
 CU0494
 CU0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0494'13.3 MI E FROM GAIL.
 CU0494'13.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT GAIL,
 CU0494'BORDEN COUNTY, 0.1 MILE WEST OF A WOODEN BRIDGE, 0.1 MILE EAST OF A
 CU0494'SIDE ROAD LEADING SOUTH, 48 FEET NORTH OF THE CENTERLINE OF THE
 CU0494'HIGHWAY, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CU0494'STAMPED Z 446 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CU0494
 CU0494                          STATION RECOVERY (1948)
 CU0494
 CU0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CU0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0304 ***********************************************************************
 CC0304  DESIGNATION -  Z 447
 CC0304  PID         -  CC0304
 CC0304  STATE/COUNTY-  TX/WINKLER
 CC0304  USGS QUAD   -  PYOTE NE (1969)
 CC0304
 CC0304                         *CURRENT SURVEY CONTROL
 CC0304  ___________________________________________________________________
 CC0304* NAD 83(1986)-  31 40 47.     (N)    103 02 30.     (W)     SCALED    
 CC0304* NAVD 88     -       818.389  (meters)    2685.00   (feet)  ADJUSTED  
 CC0304  ___________________________________________________________________
 CC0304  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CC0304  DYNAMIC HT  -         817.243 (meters)    2681.24  (feet)  COMP
 CC0304  MODELED GRAV-     979,212.2   (mgal)                       NAVD 88
 CC0304
 CC0304  VERT ORDER  -  SECOND    CLASS 0
 CC0304
 CC0304.The horizontal coordinates were scaled from a topographic map and have
 CC0304.an estimated accuracy of +/- 6 seconds.
 CC0304
 CC0304.The orthometric height was determined by differential leveling
 CC0304.and adjusted by the National Geodetic Survey in June 1991..
 CC0304
 CC0304.The geoid height was determined by GEOID03.
 CC0304
 CC0304.The dynamic height is computed by dividing the NAVD 88
 CC0304.geopotential number by the normal gravity value computed on the
 CC0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0304.degrees latitude (g = 980.6199 gals.).
 CC0304
 CC0304.The modeled gravity was interpolated from observed gravity values.
 CC0304
 CC0304;                    North         East    Units  Estimated Accuracy
 CC0304;SPC TX C     - 3,226,290.      443,230.      MT  (+/- 180 meters Scaled)
 CC0304
 CC0304                          SUPERSEDED SURVEY CONTROL
 CC0304
 CC0304  NGVD 29 (??/??/92)  818.040  (m)         2683.85   (f) ADJ UNCH    2 0
 CC0304
 CC0304.Superseded values are not recommended for survey control.
 CC0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0304.See file dsdata.txt to determine how the superseded data were derived.
 CC0304
 CC0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR856066(NAD 83)
 CC0304_MARKER: DB = BENCH MARK DISK
 CC0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0304_STAMPING: Z-447 1935
 CC0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0304+STABILITY: SURFACE MOTION
 CC0304
 CC0304  HISTORY     - Date     Condition        Report By
 CC0304  HISTORY     - 1935     MONUMENTED       CGS
 CC0304
 CC0304                          STATION DESCRIPTION
 CC0304
 CC0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0304'10.8 MI N FROM MONAHANS.
 CC0304'10.8 MI. N. ALONG T AND P. RY. 150 FT. S. OF MILE POST NO. 10, 105 FT.
 CC0304'W. OF THE CENTER LINE OF TRACK, AND 2 FT. E. OF R.O.W. FENCE. NOTE--
 CC0304'13.6 MI. S. OF KERMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0407 ***********************************************************************
 BN0407  DESIGNATION -  Z 448
 BN0407  PID         -  BN0407
 BN0407  STATE/COUNTY-  TX/KIMBLE
 BN0407  USGS QUAD   -  BIG DRAW (1970)
 BN0407
 BN0407                         *CURRENT SURVEY CONTROL
 BN0407  ___________________________________________________________________
 BN0407* NAD 83(1986)-  30 32 05.     (N)    099 41 16.     (W)     SCALED    
 BN0407* NAVD 88     -       502.079  (meters)    1647.24   (feet)  ADJUSTED  
 BN0407  ___________________________________________________________________
 BN0407  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BN0407  DYNAMIC HT  -         501.369 (meters)    1644.91  (feet)  COMP
 BN0407  MODELED GRAV-     979,213.6   (mgal)                       NAVD 88
 BN0407
 BN0407  VERT ORDER  -  SECOND    CLASS 0
 BN0407
 BN0407.The horizontal coordinates were scaled from a topographic map and have
 BN0407.an estimated accuracy of +/- 6 seconds.
 BN0407
 BN0407.The orthometric height was determined by differential leveling
 BN0407.and adjusted by the National Geodetic Survey in June 1991..
 BN0407
 BN0407.The geoid height was determined by GEOID03.
 BN0407
 BN0407.The dynamic height is computed by dividing the NAVD 88
 BN0407.geopotential number by the normal gravity value computed on the
 BN0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0407.degrees latitude (g = 980.6199 gals.).
 BN0407
 BN0407.The modeled gravity was interpolated from observed gravity values.
 BN0407
 BN0407;                    North         East    Units  Estimated Accuracy
 BN0407;SPC TX C     - 3,096,410.      761,950.      MT  (+/- 180 meters Scaled)
 BN0407
 BN0407                          SUPERSEDED SURVEY CONTROL
 BN0407
 BN0407  NGVD 29 (??/??/92)  502.042  (m)         1647.12   (f) ADJ UNCH    2 0
 BN0407
 BN0407.Superseded values are not recommended for survey control.
 BN0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0407.See file dsdata.txt to determine how the superseded data were derived.
 BN0407
 BN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU340782(NAD 83)
 BN0407_MARKER: DB = BENCH MARK DISK
 BN0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0407_STAMPING: Z 448 1935
 BN0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0407+STABILITY: SURFACE MOTION
 BN0407
 BN0407  HISTORY     - Date     Condition        Report By
 BN0407  HISTORY     - 1935     MONUMENTED       CGS
 BN0407  HISTORY     - 1953     GOOD             NGS
 BN0407  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BN0407
 BN0407                          STATION DESCRIPTION
 BN0407
 BN0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0407'6.4 MI NE FROM JUNCTION.
 BN0407'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 83 AND 290 FROM THE COURTHOUSE
 BN0407'AT JUNCTION, THENCE 1.9 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 290,
 BN0407'THENCE 2.4 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.6 MILES
 BN0407'NORTHEAST ALONG U.S. HIGHWAY 377, 70 YARDS NORTHEAST OF THE BOTTOM OF
 BN0407'A SHARP DIP, 103 YARDS SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 BN0407'DRIVEWAY LEADING NORTHWEST TO A RANCH HOUSE, 40 FEET SOUTHEAST OF THE
 BN0407'CENTER LINE OF THE HIGHWAY, 36.5 FEET NORTHWEST OF A FENCE, 0.7 FOOT
 BN0407'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BN0407'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BN0407
 BN0407                          STATION RECOVERY (1999)
 BN0407
 BN0407'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0281 ***********************************************************************
 BN0281  DESIGNATION -  Z 449
 BN0281  PID         -  BN0281
 BN0281  STATE/COUNTY-  TX/KERR
 BN0281  USGS QUAD   -  HUNT (1982)
 BN0281
 BN0281                         *CURRENT SURVEY CONTROL
 BN0281  ___________________________________________________________________
 BN0281* NAD 83(1986)-  30 06 10.     (N)    099 16 17.     (W)     SCALED    
 BN0281* NAVD 88     -       548.293  (meters)    1798.86   (feet)  ADJUSTED  
 BN0281  ___________________________________________________________________
 BN0281  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 BN0281  DYNAMIC HT  -         547.514 (meters)    1796.30  (feet)  COMP
 BN0281  MODELED GRAV-     979,202.1   (mgal)                       NAVD 88
 BN0281
 BN0281  VERT ORDER  -  SECOND    CLASS 0
 BN0281
 BN0281.The horizontal coordinates were scaled from a topographic map and have
 BN0281.an estimated accuracy of +/- 6 seconds.
 BN0281
 BN0281.The orthometric height was determined by differential leveling
 BN0281.and adjusted by the National Geodetic Survey in June 1991..
 BN0281
 BN0281.The geoid height was determined by GEOID03.
 BN0281
 BN0281.The dynamic height is computed by dividing the NAVD 88
 BN0281.geopotential number by the normal gravity value computed on the
 BN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0281.degrees latitude (g = 980.6199 gals.).
 BN0281
 BN0281.The modeled gravity was interpolated from observed gravity values.
 BN0281
 BN0281;                    North         East    Units  Estimated Accuracy
 BN0281;SPC TXSC     - 4,251,550.      573,840.      MT  (+/- 180 meters Scaled)
 BN0281
 BN0281                          SUPERSEDED SURVEY CONTROL
 BN0281
 BN0281  NGVD 29 (??/??/92)  548.232  (m)         1798.66   (f) ADJ UNCH    2 0
 BN0281
 BN0281.Superseded values are not recommended for survey control.
 BN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0281.See file dsdata.txt to determine how the superseded data were derived.
 BN0281
 BN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU738302(NAD 83)
 BN0281_MARKER: DB = BENCH MARK DISK
 BN0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0281_SP_SET: CULVERT
 BN0281_STAMPING: Z 449 1935
 BN0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0281+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 BN0281
 BN0281  HISTORY     - Date     Condition        Report By
 BN0281  HISTORY     - 1935     MONUMENTED       CGS
 BN0281  HISTORY     - 1953     GOOD             NGS
 BN0281  HISTORY     - 20040702 GOOD             USPSQD
 BN0281
 BN0281                          STATION DESCRIPTION
 BN0281
 BN0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0281'2.85 MI NW FROM INGRAM.
 BN0281'2.85 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 BN0281'INGRAM, 390 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 BN0281'SOUTHEAST, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BN0281'TOP OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 BN0281
 BN0281                          STATION RECOVERY (2004)
 BN0281
 BN0281'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0282 ***********************************************************************
 BN0282  DESIGNATION -  Z 449 RESET 1967
 BN0282  PID         -  BN0282
 BN0282  STATE/COUNTY-  TX/KERR
 BN0282  USGS QUAD   -  HUNT (1982)
 BN0282
 BN0282                         *CURRENT SURVEY CONTROL
 BN0282  ___________________________________________________________________
 BN0282* NAD 83(1986)-  30 06 10.     (N)    099 16 17.     (W)     SCALED    
 BN0282* NAVD 88     -       547.88   (meters)    1797.5    (feet)  RESET     
 BN0282  ___________________________________________________________________
 BN0282  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 BN0282
 BN0282  VERT ORDER  -  THIRD
 BN0282
 BN0282.The horizontal coordinates were scaled from a topographic map and have
 BN0282.an estimated accuracy of +/- 6 seconds.
 BN0282
 BN0282.The orthometric height was computed from unverified reset data.
 BN0282
 BN0282.The geoid height was determined by GEOID03.
 BN0282
 BN0282;                    North         East    Units  Estimated Accuracy
 BN0282;SPC TXSC     - 4,251,550.      573,840.      MT  (+/- 180 meters Scaled)
 BN0282
 BN0282                          SUPERSEDED SURVEY CONTROL
 BN0282
 BN0282.No superseded survey control is available for this station.
 BN0282
 BN0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU738302(NAD 83)
 BN0282_MARKER: DB = BENCH MARK DISK
 BN0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0282_SP_SET: CULVERT
 BN0282_STAMPING: Z 449 RESET 1967
 BN0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0282+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0282
 BN0282  HISTORY     - Date     Condition        Report By
 BN0282  HISTORY     - 1967     MONUMENTED       CGS
 BN0282  HISTORY     - 20040702 GOOD             USPSQD
 BN0282  HISTORY     - 20050718 GOOD             USPSQD
 BN0282
 BN0282                          STATION DESCRIPTION
 BN0282
 BN0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BN0282'2.9 MI NW FROM INGRAM.
 BN0282'ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM INGRAM, KERR
 BN0282'COUNTY, 390 FEET SOUTH OF A FENCE CORNER AND A RANCH ROAD LEADING
 BN0282'SOUTHWEST, 28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN
 BN0282'THE TOP OF THE CENTER OF THE WEST HEADWALL OF A 5 BY 6 FOOT CONCRETE
 BN0282'BOX CULVERT.
 BN0282
 BN0282                          STATION RECOVERY (2004)
 BN0282
 BN0282'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0282'RECOVERED IN GOOD CONDITION.
 BN0282
 BN0282                          STATION RECOVERY (2005)
 BN0282
 BN0282'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1504 ***********************************************************************
 AN1504  DESIGNATION -  Z 45
 AN1504  PID         -  AN1504
 AN1504  STATE/COUNTY-  TX/BEE
 AN1504  USGS QUAD   -  PAPALOTE (1979)
 AN1504
 AN1504                         *CURRENT SURVEY CONTROL
 AN1504  ___________________________________________________________________
 AN1504* NAD 83(1986)-  28 07 58.     (N)    097 34 34.     (W)     SCALED    
 AN1504* NAVD 88     -        27.859  (meters)      91.40   (feet)  ADJUSTED  
 AN1504  ___________________________________________________________________
 AN1504  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1504  DYNAMIC HT  -          27.817 (meters)      91.26  (feet)  COMP
 AN1504  MODELED GRAV-     979,136.6   (mgal)                       NAVD 88
 AN1504
 AN1504  VERT ORDER  -  FIRST     CLASS II
 AN1504
 AN1504.The horizontal coordinates were scaled from a topographic map and have
 AN1504.an estimated accuracy of +/- 6 seconds.
 AN1504
 AN1504.The orthometric height was determined by differential leveling
 AN1504.and adjusted by the National Geodetic Survey in June 1991..
 AN1504
 AN1504.The geoid height was determined by GEOID03.
 AN1504
 AN1504.The dynamic height is computed by dividing the NAVD 88
 AN1504.geopotential number by the normal gravity value computed on the
 AN1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1504.degrees latitude (g = 980.6199 gals.).
 AN1504
 AN1504.The modeled gravity was interpolated from observed gravity values.
 AN1504
 AN1504;                    North         East    Units  Estimated Accuracy
 AN1504;SPC TXSC     - 4,034,040.      739,890.      MT  (+/- 180 meters Scaled)
 AN1504
 AN1504                          SUPERSEDED SURVEY CONTROL
 AN1504
 AN1504.No superseded survey control is available for this station.
 AN1504
 AN1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS398127(NAD 83)
 AN1504_MARKER: DB = BENCH MARK DISK
 AN1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1504_STAMPING: Z 45 1917 ELEV 91.12 FT
 AN1504_MARK LOGO: CGS   
 AN1504_PROJECTION: PROJECTING 4 CENTIMETERS
 AN1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1504+STABILITY: SURFACE MOTION
 AN1504
 AN1504  HISTORY     - Date     Condition        Report By
 AN1504  HISTORY     - 1917     MONUMENTED       CGS
 AN1504  HISTORY     - 1969     GOOD             NGS
 AN1504  HISTORY     - 1981     GOOD             NGS
 AN1504  HISTORY     - 1987     GOOD             USPSQD
 AN1504  HISTORY     - 1987     GOOD             NGS
 AN1504
 AN1504                          STATION DESCRIPTION
 AN1504
 AN1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AN1504'7.7 MI NW FROM SINTON.
 AN1504'ABOUT 0.15 MILE WEST FROM THE COURTHOUSE IN SINTON, THENCE 7.7 MILES
 AN1504'NORTHWEST ALONG U. S. HIGHWAY 181 TO SITE OF BENCH MARK, 0.2 MILE
 AN1504'NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE SAN PATRICIO-BEE COUNTY
 AN1504'LINE, 45 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 36.8 FEET SOUTHWEST
 AN1504'OF SOUTHWEST RAIL OF RAIL ROAD TRACKS, 103 FEET WEST OF THE SECOND
 AN1504'POLE NORTHWEST OF MILE POST 115, AND 1.5 FEET NORTHEAST OF A 4IN. X
 AN1504'4IN. WOODEN WITNESS POST.  A STANDARD DISK SET IN A 6-INCH ROUND
 AN1504'CONCRETE POST WHICH PROJECTS 2 INCHES.  THIS BENCH MARK IS 0.2 MILE
 AN1504'NORTHWEST OF TRIANGULATION STATION PAT 1952.
 AN1504
 AN1504                          STATION RECOVERY (1981)
 AN1504
 AN1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1504'12.5 KM (7.75 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE POST
 AN1504'OFFICE IN SINTON, 0.3 KM (0.2 MI) NORTHWEST OF THE SAN PATRICIO-BEE
 AN1504'COUNTY LINE, 13.7 METERS (45.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AN1504'HIGHWAY, 11.4 METERS (37.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AN1504'SOUTHERN PACIFIC RAILROAD, 38.7 METERS (127 FT) NORTH-NORTHEAST AND
 AN1504'ACROSS THE HIGHWAY FROM A POWERLINE POLE.
 AN1504'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AN1504'THE MARK IS 0.45 M BELOW THE HIGHWAY.
 AN1504
 AN1504                          STATION RECOVERY (1987)
 AN1504
 AN1504'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1504'RECOVERED IN GOOD CONDITION.
 AN1504
 AN1504                          STATION RECOVERY (1987)
 AN1504
 AN1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2130 ***********************************************************************
 AY2130  DESIGNATION -  Z 450 RESET
 AY2130  PID         -  AY2130
 AY2130  STATE/COUNTY-  TX/BANDERA
 AY2130  USGS QUAD   -  PIPE CREEK (1982)
 AY2130
 AY2130                         *CURRENT SURVEY CONTROL
 AY2130  ___________________________________________________________________
 AY2130* NAD 83(1986)-  29 44 14.     (N)    098 57 52.     (W)     SCALED    
 AY2130* NAVD 88     -       414.58   (meters)    1360.2    (feet)  RESET     
 AY2130  ___________________________________________________________________
 AY2130  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AY2130
 AY2130  VERT ORDER  -  THIRD
 AY2130
 AY2130.The horizontal coordinates were scaled from a topographic map and have
 AY2130.an estimated accuracy of +/- 6 seconds.
 AY2130
 AY2130.The orthometric height was computed from unverified reset data.
 AY2130.No vertical observational check was made to the station.
 AY2130
 AY2130.The geoid height was determined by GEOID03.
 AY2130
 AY2130;                    North         East    Units  Estimated Accuracy
 AY2130;SPC TXSC     - 4,211,000.      603,440.      MT  (+/- 180 meters Scaled)
 AY2130
 AY2130                          SUPERSEDED SURVEY CONTROL
 AY2130
 AY2130  NGVD 29 (01/29/03)  414.47   (m)         1359.8    (f) RESET       3  
 AY2130
 AY2130.Superseded values are not recommended for survey control.
 AY2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2130.See file dsdata.txt to determine how the superseded data were derived.
 AY2130
 AY2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT034896(NAD 83)
 AY2130_MARKER: DB = BENCH MARK DISK
 AY2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2130_SP_SET: CONCRETE POST
 AY2130_STAMPING: Z 450 RESET 1980
 AY2130_MARK LOGO: NGS   
 AY2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2130
 AY2130  HISTORY     - Date     Condition        Report By
 AY2130  HISTORY     - 1980     MONUMENTED       NGS
 AY2130  HISTORY     - 19931027 GOOD             USPSQD
 AY2130
 AY2130                          STATION DESCRIPTION
 AY2130
 AY2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY2130'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE IN
 AY2130'PIPECREEK, 8 FEET NORTH OF THE NORTH EDGE OF THE NEW ROAD, 3 FEET
 AY2130'SOUTH OF A FENCE AND 2 FEET SOUTH OF A WOOD WITNESS POST, AND FLUSH
 AY2130'WITH GROUND.
 AY2130
 AY2130                          STATION RECOVERY (1993)
 AY2130
 AY2130'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0135 ***********************************************************************
 CD0135  DESIGNATION -  Z 451 RESET 1954
 CD0135  PID         -  CD0135
 CD0135  STATE/COUNTY-  TX/CULBERSON
 CD0135  USGS QUAD   -  KENT (1970)
 CD0135
 CD0135                         *CURRENT SURVEY CONTROL
 CD0135  ___________________________________________________________________
 CD0135* NAD 83(1986)-  31 03 55.     (N)    104 11 07.     (W)     SCALED    
 CD0135* NAVD 88     -      1294.49   (+/-2cm)    4247.0    (feet)  VERTCON   
 CD0135  ___________________________________________________________________
 CD0135  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CD0135
 CD0135  VERT ORDER  -  THIRD (See Below)
 CD0135
 CD0135.The horizontal coordinates were scaled from a topographic map and have
 CD0135.an estimated accuracy of +/- 6 seconds.
 CD0135
 CD0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0135.The vertical order pertains to the NGVD 29 superseded value.
 CD0135
 CD0135.The geoid height was determined by GEOID03.
 CD0135
 CD0135;                    North         East    Units  Estimated Accuracy
 CD0135;SPC TX C     - 3,161,410.      332,490.      MT  (+/- 180 meters Scaled)
 CD0135
 CD0135                          SUPERSEDED SURVEY CONTROL
 CD0135
 CD0135  NGVD 29 (01/29/03) 1294.00   (m)         4245.4    (f) RESET       3  
 CD0135
 CD0135.Superseded values are not recommended for survey control.
 CD0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0135.See file dsdata.txt to determine how the superseded data were derived.
 CD0135
 CD0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ777371(NAD 83)
 CD0135_MARKER: DD = SURVEY DISK
 CD0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0135_STAMPING: Z 451 RESET 1954
 CD0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0135+STABILITY: SURFACE MOTION
 CD0135
 CD0135  HISTORY     - Date     Condition        Report By
 CD0135  HISTORY     - 1954     MONUMENTED       NMHD
 CD0135  HISTORY     - 1970     MARK NOT FOUND   USGS
 CD0135  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0135
 CD0135                          STATION DESCRIPTION
 CD0135
 CD0135'DESCRIBED BY NM HIGHWAY DEPT 1954
 CD0135'2.0 MI E FROM KENT.
 CD0135'2.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE TEXAS AND PACIFIC
 CD0135'RAILWAY STATION AT KENT, CULBERSON COUNTY, NEAR THE TOP OF A HILL, 200
 CD0135'FEET WEST OF A CURVE, AND 300 FEET RIGHT (SOUTH) OF SURVEY STATION
 CD0135'2302+20.0.  A STANDARD DISK, STAMPED Z 451 RESET 1954 AND SET IN THE
 CD0135'TOP OF A CONCRETE POST.
 CD0135
 CD0135                          STATION RECOVERY (1970)
 CD0135
 CD0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CD0135'MARK NOT FOUND.
 CD0135
 CD0135                          STATION RECOVERY (1981)
 CD0135
 CD0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0135'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF MARK,
 CD0135'THE TEXAS HIGHWAY DEPARTMENT DESCRIPTIONS WERE VERY POOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0525 ***********************************************************************
 BP0525  DESIGNATION -  Z 452
 BP0525  PID         -  BP0525
 BP0525  STATE/COUNTY-  TX/REEVES
 BP0525  USGS QUAD   -  COX DRAW (1980)
 BP0525
 BP0525                         *CURRENT SURVEY CONTROL
 BP0525  ___________________________________________________________________
 BP0525* NAD 83(1986)-  30 58 58.     (N)    103 36 07.     (W)     SCALED    
 BP0525* NAVD 88     -       896.833  (meters)    2942.36   (feet)  POSTED    
 BP0525  ___________________________________________________________________
 BP0525  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BP0525  DYNAMIC HT  -         895.500 (meters)    2937.99  (feet)  COMP
 BP0525  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 BP0525
 BP0525  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0525
 BP0525.The horizontal coordinates were scaled from a topographic map and have
 BP0525.an estimated accuracy of +/- 6 seconds.
 BP0525
 BP0525.The orthometric height was determined by differential leveling
 BP0525.and adjusted by the National Geodetic Survey in 1992..
 BP0525.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0525.rate of 1.1 thru 2.0 mm/km.
 BP0525
 BP0525.The geoid height was determined by GEOID03.
 BP0525
 BP0525.The dynamic height is computed by dividing the NAVD 88
 BP0525.geopotential number by the normal gravity value computed on the
 BP0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0525.degrees latitude (g = 980.6199 gals.).
 BP0525
 BP0525.The modeled gravity was interpolated from observed gravity values.
 BP0525
 BP0525;                    North         East    Units  Estimated Accuracy
 BP0525;SPC TX C     - 3,150,480.      387,860.      MT  (+/- 180 meters Scaled)
 BP0525
 BP0525                          SUPERSEDED SURVEY CONTROL
 BP0525
 BP0525  NGVD 29 (??/??/92)  896.566  (m)         2941.48   (f) ADJ UNCH    2 0
 BP0525
 BP0525.Superseded values are not recommended for survey control.
 BP0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0525.See file dsdata.txt to determine how the superseded data were derived.
 BP0525
 BP0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ334285(NAD 83)
 BP0525_MARKER: DB = BENCH MARK DISK
 BP0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0525_STAMPING: Z 452 1934 2941.484
 BP0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0525+STABILITY: SURFACE MOTION
 BP0525
 BP0525  HISTORY     - Date     Condition        Report By
 BP0525  HISTORY     - 1934     MONUMENTED       CGS
 BP0525  HISTORY     - 1958     GOOD             NGS
 BP0525
 BP0525                          STATION DESCRIPTION
 BP0525
 BP0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0525'8.7 MI E FROM BALMORHEA.
 BP0525'ABOUT 8.7 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0525'BALMORHEA, ABOUT 0.1 MILE EAST OF THE JUNCTION WITH A GRADED DIRT ROAD
 BP0525'LEADING NORTH, ABOUT 0.15 MILE SOUTHEAST OF A ARCH TYPE STEEL MACHINE
 BP0525'SHED, ON THE NORTH SIDE OF THE HIGHWAY, 61 FEET SOUTH OF THE CENTER
 BP0525'LINE OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A WHITE
 BP0525'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BP0525'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0023 ***********************************************************************
 BB0023  DESIGNATION -  Z 454
 BB0023  PID         -  BB0023
 BB0023  STATE/COUNTY-  TX/PRESIDIO
 BB0023  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0023
 BB0023                         *CURRENT SURVEY CONTROL
 BB0023  ___________________________________________________________________
 BB0023* NAD 83(1986)-  29 36 32.     (N)    104 21 44.     (W)     SCALED    
 BB0023* NAVD 88     -       860.756  (meters)    2824.00   (feet)  ADJUSTED  
 BB0023  ___________________________________________________________________
 BB0023  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BB0023  DYNAMIC HT  -         859.359 (meters)    2819.41  (feet)  COMP
 BB0023  MODELED GRAV-     978,991.7   (mgal)                       NAVD 88
 BB0023
 BB0023  VERT ORDER  -  FIRST     CLASS II
 BB0023
 BB0023.The horizontal coordinates were scaled from a topographic map and have
 BB0023.an estimated accuracy of +/- 6 seconds.
 BB0023
 BB0023.The orthometric height was determined by differential leveling
 BB0023.and adjusted by the National Geodetic Survey in June 1991..
 BB0023
 BB0023.The geoid height was determined by GEOID03.
 BB0023
 BB0023.The dynamic height is computed by dividing the NAVD 88
 BB0023.geopotential number by the normal gravity value computed on the
 BB0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0023.degrees latitude (g = 980.6199 gals.).
 BB0023
 BB0023.The modeled gravity was interpolated from observed gravity values.
 BB0023
 BB0023;                    North         East    Units  Estimated Accuracy
 BB0023;SPC TXSC     - 4,208,680.       80,850.      MT  (+/- 180 meters Scaled)
 BB0023
 BB0023                          SUPERSEDED SURVEY CONTROL
 BB0023
 BB0023  NGVD 29 (??/??/92)  860.363  (m)         2822.71   (f) ADJ UNCH    1 2
 BB0023
 BB0023.Superseded values are not recommended for survey control.
 BB0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0023.See file dsdata.txt to determine how the superseded data were derived.
 BB0023
 BB0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN617756(NAD 83)
 BB0023_MARKER: DB = BENCH MARK DISK
 BB0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0023_STAMPING: Z 454 1935
 BB0023_MARK LOGO: CGS   
 BB0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0023+STABILITY: SURFACE MOTION
 BB0023
 BB0023  HISTORY     - Date     Condition        Report By
 BB0023  HISTORY     - 1935     MONUMENTED       CGS
 BB0023  HISTORY     - 1958     GOOD             NGS
 BB0023  HISTORY     - 1981     GOOD             NGS
 BB0023  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0023
 BB0023                          STATION DESCRIPTION
 BB0023
 BB0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0023'3.5 MI N FROM PRESIDIO.
 BB0023'ABOUT 3.5 MILES NORTH ALONG U. S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0023'WITH FARM ROAD 170 AT PRESIDIO, 50 FEET WEST OF THE CENTER LINE OF THE
 BB0023'HIGHWAY, 0.1 MILE NORTH OF A SMALL BOX CULVERT, 2 1/2 FEET SOUTH OF A
 BB0023'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 BB0023'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BB0023
 BB0023                          STATION RECOVERY (1981)
 BB0023
 BB0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0023'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165) IS
 BB0023'ADEQUATE EXCEPT ADD 0.3 KM (0.2 MI) SOUTH OF A GRAVELED ROAD LEADING
 BB0023'EAST TO THE PRESIDIO CEMETERY.
 BB0023
 BB0023                          STATION RECOVERY (1996)
 BB0023
 BB0023'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0168 ***********************************************************************
 AM0168  DESIGNATION -  Z 455
 AM0168  PID         -  AM0168
 AM0168  STATE/COUNTY-  TX/MATAGORDA
 AM0168  USGS QUAD   -  WADSWORTH (1972)
 AM0168
 AM0168                         *CURRENT SURVEY CONTROL
 AM0168  ___________________________________________________________________
 AM0168* NAD 83(1986)-  28 50 18.     (N)    095 54 59.     (W)     SCALED    
 AM0168* NAVD 88     -         8.28   (+/-2cm)      27.2    (feet)  VERTCON   
 AM0168  ___________________________________________________________________
 AM0168  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AM0168
 AM0168  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0168
 AM0168.The horizontal coordinates were scaled from a topographic map and have
 AM0168.an estimated accuracy of +/- 6 seconds.
 AM0168
 AM0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0168.The vertical order pertains to the NGVD 29 superseded value.
 AM0168
 AM0168.The geoid height was determined by GEOID03.
 AM0168
 AM0168;                    North         East    Units  Estimated Accuracy
 AM0168;SPC TXSC     - 4,115,350.      900,870.      MT  (+/- 180 meters Scaled)
 AM0168
 AM0168                          SUPERSEDED SURVEY CONTROL
 AM0168
 AM0168  NGVD 29 (??/??/92)    8.317  (m)           27.29   (f) ADJ UNCH    1 2
 AM0168
 AM0168.Superseded values are not recommended for survey control.
 AM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0168.See file dsdata.txt to determine how the superseded data were derived.
 AM0168
 AM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM154935(NAD 83)
 AM0168_MARKER: DB = BENCH MARK DISK
 AM0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0168_SP_SET: CULVERT
 AM0168_STAMPING: Z 455 1951
 AM0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0168
 AM0168  HISTORY     - Date     Condition        Report By
 AM0168  HISTORY     - 1951     MONUMENTED       CGS
 AM0168  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0168  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0168
 AM0168                          STATION DESCRIPTION
 AM0168
 AM0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AM0168'1.2 MI E FROM WADSWORTH.
 AM0168'1.2 MILES EAST ALONG A SHELL ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0168'RAILROAD STATION AT WADSWORTH, 40.6 FEET SOUTH OF THE CENTER LINE OF
 AM0168'THE SHELL ROAD, 5 FEET NORTH OF A FENCE, SET IN THE TOP OF THE EAST
 AM0168'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT OVER AN IRRIGATION
 AM0168'DITCH.
 AM0168
 AM0168                          STATION RECOVERY (1978)
 AM0168
 AM0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0168'NOT RECOVERED ON THIS DATE, BELIVED DESTROYED, HEAD WALL APPEARS
 AM0168'TO HAVE BEEN REPLACED.
 AM0168
 AM0168                          STATION RECOVERY (1998)
 AM0168
 AM0168'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0474 ***********************************************************************
 AW0474  DESIGNATION -  Z 456
 AW0474  PID         -  AW0474
 AW0474  STATE/COUNTY-  TX/GALVESTON
 AW0474  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0474
 AW0474                         *CURRENT SURVEY CONTROL
 AW0474  ___________________________________________________________________
 AW0474* NAD 83(1986)-  29 19 50.     (N)    094 58 04.     (W)     SCALED    
 AW0474* NAVD 88     -         2.316  (meters)       7.60   (feet)  ADJUSTED  
 AW0474  ___________________________________________________________________
 AW0474  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW0474  DYNAMIC HT  -           2.313 (meters)       7.59  (feet)  COMP
 AW0474  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 AW0474
 AW0474  VERT ORDER  -  FIRST     CLASS I
 AW0474
 AW0474.The horizontal coordinates were scaled from a topographic map and have
 AW0474.an estimated accuracy of +/- 6 seconds.
 AW0474
 AW0474.The orthometric height was determined by differential leveling
 AW0474.and adjusted by the National Geodetic Survey in June 1991..
 AW0474
 AW0474.The geoid height was determined by GEOID03.
 AW0474
 AW0474.The dynamic height is computed by dividing the NAVD 88
 AW0474.geopotential number by the normal gravity value computed on the
 AW0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0474.degrees latitude (g = 980.6199 gals.).
 AW0474
 AW0474.The modeled gravity was interpolated from observed gravity values.
 AW0474
 AW0474;                    North         East    Units  Estimated Accuracy
 AW0474;SPC TXSC     - 4,172,680.      991,510.      MT  (+/- 180 meters Scaled)
 AW0474
 AW0474                          SUPERSEDED SURVEY CONTROL
 AW0474
 AW0474  NGVD 29 (12/23/87)    2.312  (m)            7.59   (f) ADJUSTED    1 1
 AW0474
 AW0474.Superseded values are not recommended for survey control.
 AW0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0474.See file dsdata.txt to determine how the superseded data were derived.
 AW0474
 AW0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN089462(NAD 83)
 AW0474_MARKER: DB = BENCH MARK DISK
 AW0474_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0474+WITH SETTING: PAVEMENT
 AW0474_SP_SET: LIGHT STRUCTURE
 AW0474_STAMPING: Z 456 1951
 AW0474_MARK LOGO: CGS   
 AW0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0474+STABILITY: SURFACE MOTION
 AW0474
 AW0474  HISTORY     - Date     Condition        Report By
 AW0474  HISTORY     - 1951     MONUMENTED       CGS
 AW0474  HISTORY     - 1973     GOOD             NGS
 AW0474  HISTORY     - 1978     GOOD             NGS
 AW0474  HISTORY     - 1987     GOOD             USPSQD
 AW0474  HISTORY     - 1987     GOOD             NGS
 AW0474  HISTORY     - 1988     GOOD             USPSQD
 AW0474  HISTORY     - 1990     GOOD             USPSQD
 AW0474  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW0474  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 AW0474  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AW0474
 AW0474                          STATION DESCRIPTION
 AW0474
 AW0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0474'3.4 MI E FROM HITCHCOCK.
 AW0474'3.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0474'THE STATION AT HITCHCOCK, AT THE WEST LEG OF THE Y JUNCTION OF THE
 AW0474'TEXAS CITY TERMINAL RAILROAD, 9 POLES EAST OF MILEPOST 11, IN THE TOP
 AW0474'OF THE CONCRETE FOUNDATION OF AN ABANDONED RAILROAD SIGNAL BLOCK, 16.7
 AW0474'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 64.0 FEET WEST OF THE
 AW0474'WEST POST SUPPORTING A TEXAS CITY JUNCTION SIGN, 12 FEET EAST OF A
 AW0474'TELEPHONE POLE, 4.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AW0474'CONCRETE TELEPHONE BOOTH, 1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 AW0474'4 FEET LOWER THAN THE TRACK, AND 1 1/2 FEET UNDERGROUND.
 AW0474
 AW0474                          STATION RECOVERY (1978)
 AW0474
 AW0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0474'RECOVERED IN GOOD CONDITION.
 AW0474
 AW0474                          STATION RECOVERY (1987)
 AW0474
 AW0474'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0474'RECOVERED IN GOOD CONDITION.
 AW0474
 AW0474                          STATION RECOVERY (1987)
 AW0474
 AW0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0474'RECOVERED IN GOOD CONDITION.
 AW0474
 AW0474                          STATION RECOVERY (1988)
 AW0474
 AW0474'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0474'RECOVERED IN GOOD CONDITION.
 AW0474
 AW0474                          STATION RECOVERY (1990)
 AW0474
 AW0474'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0474'RECOVERED IN GOOD CONDITION.
 AW0474
 AW0474                          STATION RECOVERY (1994)
 AW0474
 AW0474'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0474'MARK NOT FOUND.
 AW0474
 AW0474                          STATION RECOVERY (2004)
 AW0474
 AW0474'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0474'MARK NOT FOUND.
 AW0474
 AW0474                          STATION RECOVERY (2005)
 AW0474
 AW0474'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0205 ***********************************************************************
 AW0205  DESIGNATION -  Z 457
 AW0205  PID         -  AW0205
 AW0205  STATE/COUNTY-  TX/HARRIS
 AW0205  USGS QUAD   -  PARK PLACE (1995)
 AW0205
 AW0205                         *CURRENT SURVEY CONTROL
 AW0205  ___________________________________________________________________
 AW0205* NAD 83(1986)-  29 43 44.     (N)    095 20 16.     (W)     SCALED    
 AW0205* NAVD 88     -        13.111  (meters)      43.02   (feet)  ADJUSTED  
 AW0205  ___________________________________________________________________
 AW0205  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW0205  DYNAMIC HT  -          13.093 (meters)      42.96  (feet)  COMP
 AW0205  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AW0205
 AW0205  VERT ORDER  -  FIRST     CLASS I
 AW0205
 AW0205.The horizontal coordinates were scaled from a topographic map and have
 AW0205.an estimated accuracy of +/- 6 seconds.
 AW0205
 AW0205.The orthometric height was determined by differential leveling
 AW0205.and adjusted by the National Geodetic Survey in June 1991..
 AW0205
 AW0205.The geoid height was determined by GEOID03.
 AW0205
 AW0205.The dynamic height is computed by dividing the NAVD 88
 AW0205.geopotential number by the normal gravity value computed on the
 AW0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0205.degrees latitude (g = 980.6199 gals.).
 AW0205
 AW0205.The modeled gravity was interpolated from observed gravity values.
 AW0205
 AW0205;                    North         East    Units  Estimated Accuracy
 AW0205;SPC TXSC     - 4,215,630.      954,210.      MT  (+/- 180 meters Scaled)
 AW0205
 AW0205                          SUPERSEDED SURVEY CONTROL
 AW0205
 AW0205  NGVD 29 (12/23/87)   13.107  (m)           43.00   (f) ADJUSTED    1 1
 AW0205
 AW0205.Superseded values are not recommended for survey control.
 AW0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0205.See file dsdata.txt to determine how the superseded data were derived.
 AW0205
 AW0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN738910(NAD 83)
 AW0205_MARKER: DB = BENCH MARK DISK
 AW0205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0205_SP_SET: PIER
 AW0205_STAMPING: Z 457 1951
 AW0205_MARK LOGO: CGS   
 AW0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0205+STABILITY: POSITION/ELEVATION WELL
 AW0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0205+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 AW0205
 AW0205  HISTORY     - Date     Condition        Report By
 AW0205  HISTORY     - 1951     MONUMENTED       CGS
 AW0205  HISTORY     - 1959     GOOD             NGS
 AW0205  HISTORY     - 1973     GOOD             NGS
 AW0205  HISTORY     - 1975     GOOD             LOCSUR
 AW0205  HISTORY     - 1978     GOOD             NGS
 AW0205  HISTORY     - 1978     GOOD             NGS
 AW0205  HISTORY     - 1984     GOOD             USPSQD
 AW0205  HISTORY     - 1986     GOOD             NGS
 AW0205  HISTORY     - 1989     GOOD             USPSQD
 AW0205  HISTORY     - 1989     GOOD             USPSQD
 AW0205  HISTORY     - 1989     GOOD             USPSQD
 AW0205  HISTORY     - 19950624 GOOD             USPSQD
 AW0205  HISTORY     - 20040507 GOOD             USPSQD
 AW0205
 AW0205                          STATION DESCRIPTION
 AW0205
 AW0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW0205'2.3 MI S FROM HOUSTON.
 AW0205'ABOUT 2.3 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AW0205'FROM THE UNION STATION AT HOUSTON, AT THE GULF FREEWAY OVERPASS, SET
 AW0205'VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHWESTERLY ONE OF 10
 AW0205'CONCRETE PIERS, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3
 AW0205'FEET ABOVE THE GROUND.
 AW0205
 AW0205                          STATION RECOVERY (1973)
 AW0205
 AW0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0205'RECOVERED IN GOOD CONDITION.
 AW0205
 AW0205                          STATION RECOVERY (1975)
 AW0205
 AW0205'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 AW0205'RECOVERED IN GOOD CONDITION.
 AW0205
 AW0205                          STATION RECOVERY (1978)
 AW0205
 AW0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0205'RECOVERED IN GOOD CONDITION.
 AW0205
 AW0205                          STATION RECOVERY (1978)
 AW0205
 AW0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0205'RECOVERED IN GOOD CONDITION.
 AW0205
 AW0205                          STATION RECOVERY (1984)
 AW0205
 AW0205'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0205'RECOVERED IN GOOD CONDITION.
 AW0205
 AW0205                          STATION RECOVERY (1986)
 AW0205
 AW0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0205'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 AW0205'CHANGE--THE MOST NORTHWESTERLY ONE OF TEN CONCRETE PIERS TO THE SECOND
 AW0205'COLUMN SOUTHEAST OF THE NORTHWEST END OF A ROW OF 15 COLUMNS.
 AW0205
 AW0205                          STATION RECOVERY (1989)
 AW0205
 AW0205'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0205'RECOVERED IN GOOD CONDITION.
 AW0205
 AW0205                          STATION RECOVERY (1989)
 AW0205
 AW0205'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0205'RECOVERED IN GOOD CONDITION.
 AW0205
 AW0205                          STATION RECOVERY (1989)
 AW0205
 AW0205'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0205'RECOVERED IN GOOD CONDITION.
 AW0205
 AW0205                          STATION RECOVERY (1995)
 AW0205
 AW0205'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0205'RECOVERED IN GOOD CONDITION.
 AW0205
 AW0205                          STATION RECOVERY (2004)
 AW0205
 AW0205'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1626 ***********************************************************************
 AW1626  DESIGNATION -  Z 458
 AW1626  PID         -  AW1626
 AW1626  STATE/COUNTY-  TX/GALVESTON
 AW1626  USGS QUAD   -  TEXAS CITY (1994)
 AW1626
 AW1626                         *CURRENT SURVEY CONTROL
 AW1626  ___________________________________________________________________
 AW1626* NAD 83(1986)-  29 24 28.     (N)    094 57 01.     (W)     SCALED    
 AW1626* NAVD 88     -         1.008  (meters)       3.31   (feet)  ADJUSTED  
 AW1626  ___________________________________________________________________
 AW1626  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1626  DYNAMIC HT  -           1.006 (meters)       3.30  (feet)  COMP
 AW1626  MODELED GRAV-     979,268.5   (mgal)                       NAVD 88
 AW1626
 AW1626  VERT ORDER  -  FIRST     CLASS II
 AW1626
 AW1626.The horizontal coordinates were scaled from a topographic map and have
 AW1626.an estimated accuracy of +/- 6 seconds.
 AW1626
 AW1626.The orthometric height was determined by differential leveling
 AW1626.and adjusted by the National Geodetic Survey in June 1991..
 AW1626
 AW1626.The geoid height was determined by GEOID03.
 AW1626
 AW1626.The dynamic height is computed by dividing the NAVD 88
 AW1626.geopotential number by the normal gravity value computed on the
 AW1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1626.degrees latitude (g = 980.6199 gals.).
 AW1626
 AW1626.The modeled gravity was interpolated from observed gravity values.
 AW1626
 AW1626;                    North         East    Units  Estimated Accuracy
 AW1626;SPC TXSC     - 4,181,290.      992,910.      MT  (+/- 180 meters Scaled)
 AW1626
 AW1626                          SUPERSEDED SURVEY CONTROL
 AW1626
 AW1626  NGVD 29 (12/23/87)    1.005  (m)            3.30   (f) ADJUSTED    1 2
 AW1626
 AW1626.Superseded values are not recommended for survey control.
 AW1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1626.See file dsdata.txt to determine how the superseded data were derived.
 AW1626
 AW1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN107547(NAD 83)
 AW1626_MARKER: DB = BENCH MARK DISK
 AW1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1626_SP_SET: CONCRETE POST
 AW1626_STAMPING: Z 458 1951
 AW1626_MARK LOGO: CGS   
 AW1626_PROJECTION: RECESSED 4 CENTIMETERS
 AW1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1626+STABILITY: SURFACE MOTION
 AW1626
 AW1626  HISTORY     - Date     Condition        Report By
 AW1626  HISTORY     - 1951     MONUMENTED       CGS
 AW1626  HISTORY     - 1973     GOOD             NGS
 AW1626  HISTORY     - 1978     GOOD             NGS
 AW1626  HISTORY     - 1983     GOOD             NGS
 AW1626  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1626  HISTORY     - 1987     GOOD             NGS
 AW1626  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1626  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 AW1626
 AW1626                          STATION DESCRIPTION
 AW1626
 AW1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1626'4.15 MI NW FROM TEXAS CITY.
 AW1626'ABOUT 4.15 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT
 AW1626'TEXAS CITY, ABOUT 210 FEET SOUTH OF THE CENTER LINE OF LOOP 197, 51
 AW1626'FEET EAST OF THE CENTER LINE OF SMITH ST., 2 1/2 FEET WEST OF THE
 AW1626'SOUTHWEST CORNER OF THE LARGEST HANGAR AT THE GULF COAST AIRPORT, 0.5
 AW1626'FOOT NORTH OF THE NORTH EDGE OF THE CONCRETE GUTTER AND DOOR TRACK,
 AW1626'ABOUT LEVEL WITH SMITH ST., AND IS A DISK SET IN THE TOP OF A CONCRETE
 AW1626'POST PROJECTING 3 INCHES UNDER THE SURFACE OF THE GROUND.
 AW1626
 AW1626                          STATION RECOVERY (1978)
 AW1626
 AW1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1626'DELETE=SMITH STREET, IT IS NOW 39TH STREET.
 AW1626
 AW1626                          STATION RECOVERY (1983)
 AW1626
 AW1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1626'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1626'WHITNEY BUILDING.
 AW1626
 AW1626                          STATION RECOVERY (1987)
 AW1626
 AW1626'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLS)
 AW1626'MARK NOT FOUND.
 AW1626
 AW1626                          STATION RECOVERY (1987)
 AW1626
 AW1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1626'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 AW1626'HANGER AND GULF COAST AIRPORT NO LONGER EXIST. CHANGE 39TH STREET TO
 AW1626'36TH STREET. ADD WITNESS POST.
 AW1626'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 AW1626
 AW1626                          STATION RECOVERY (1994)
 AW1626
 AW1626'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1626'MARK NOT FOUND.
 AW1626
 AW1626                          STATION RECOVERY (2005)
 AW1626
 AW1626'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1138 ***********************************************************************
 AY1138  DESIGNATION -  Z 460
 AY1138  PID         -  AY1138
 AY1138  STATE/COUNTY-  TX/BANDERA
 AY1138  USGS QUAD   -  BANDERA (1982)
 AY1138
 AY1138                         *CURRENT SURVEY CONTROL
 AY1138  ___________________________________________________________________
 AY1138* NAD 83(1986)-  29 43 55.     (N)    099 04 47.     (W)     SCALED    
 AY1138* NAVD 88     -       382.281  (meters)    1254.20   (feet)  ADJUSTED  
 AY1138  ___________________________________________________________________
 AY1138  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AY1138  DYNAMIC HT  -         381.729 (meters)    1252.39  (feet)  COMP
 AY1138  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AY1138
 AY1138  VERT ORDER  -  SECOND    CLASS 0
 AY1138
 AY1138.The horizontal coordinates were scaled from a topographic map and have
 AY1138.an estimated accuracy of +/- 6 seconds.
 AY1138
 AY1138.The orthometric height was determined by differential leveling
 AY1138.and adjusted by the National Geodetic Survey in June 1991..
 AY1138
 AY1138.The geoid height was determined by GEOID03.
 AY1138
 AY1138.The dynamic height is computed by dividing the NAVD 88
 AY1138.geopotential number by the normal gravity value computed on the
 AY1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1138.degrees latitude (g = 980.6199 gals.).
 AY1138
 AY1138.The modeled gravity was interpolated from observed gravity values.
 AY1138
 AY1138;                    North         East    Units  Estimated Accuracy
 AY1138;SPC TXSC     - 4,210,420.      592,290.      MT  (+/- 180 meters Scaled)
 AY1138
 AY1138                          SUPERSEDED SURVEY CONTROL
 AY1138
 AY1138  NGVD 29 (??/??/92)  382.170  (m)         1253.84   (f) ADJ UNCH    2 0
 AY1138
 AY1138.Superseded values are not recommended for survey control.
 AY1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1138.See file dsdata.txt to determine how the superseded data were derived.
 AY1138
 AY1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT922890(NAD 83)
 AY1138_MARKER: DB = BENCH MARK DISK
 AY1138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1138_SP_SET: CULVERT
 AY1138_STAMPING: Z 460 1953
 AY1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1138
 AY1138  HISTORY     - Date     Condition        Report By
 AY1138  HISTORY     - 1953     MONUMENTED       CGS
 AY1138  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY1138  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1138
 AY1138                          STATION DESCRIPTION
 AY1138
 AY1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1138'0.65 MI W FROM BANDERA.
 AY1138'0.65 MILE WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT BANDERA,
 AY1138'ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 105 YARDS NORTHEAST OF THE
 AY1138'NORTHEAST CORNER OF THE LONG HORN NITE CLUB AND CAFE, 47 FEET
 AY1138'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PATIO OF THE
 AY1138'HITCHING POST TAVERN, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 AY1138'SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL OF A 6X8 FOOT
 AY1138'CONCRETE CULVERT.
 AY1138
 AY1138                          STATION RECOVERY (1964)
 AY1138
 AY1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1138'MARK NOT FOUND.
 AY1138
 AY1138                          STATION RECOVERY (1993)
 AY1138
 AY1138'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1411 ***********************************************************************
 AY1411  DESIGNATION -  Z 461
 AY1411  PID         -  AY1411
 AY1411  STATE/COUNTY-  TX/REAL
 AY1411  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1411
 AY1411                         *CURRENT SURVEY CONTROL
 AY1411  ___________________________________________________________________
 AY1411* NAD 83(1986)-  29 44 24.     (N)    099 54 51.     (W)     SCALED    
 AY1411* NAVD 88     -       580.328  (meters)    1903.96   (feet)  ADJUSTED  
 AY1411  ___________________________________________________________________
 AY1411  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 AY1411  DYNAMIC HT  -         579.463 (meters)    1901.12  (feet)  COMP
 AY1411  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 AY1411
 AY1411  VERT ORDER  -  SECOND    CLASS 0
 AY1411
 AY1411.The horizontal coordinates were scaled from a topographic map and have
 AY1411.an estimated accuracy of +/- 6 seconds.
 AY1411
 AY1411.The orthometric height was determined by differential leveling
 AY1411.and adjusted by the National Geodetic Survey in June 1991..
 AY1411
 AY1411.The geoid height was determined by GEOID03.
 AY1411
 AY1411.The dynamic height is computed by dividing the NAVD 88
 AY1411.geopotential number by the normal gravity value computed on the
 AY1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1411.degrees latitude (g = 980.6199 gals.).
 AY1411
 AY1411.The modeled gravity was interpolated from observed gravity values.
 AY1411
 AY1411;                    North         East    Units  Estimated Accuracy
 AY1411;SPC TXSC     - 4,211,660.      511,580.      MT  (+/- 180 meters Scaled)
 AY1411
 AY1411                          SUPERSEDED SURVEY CONTROL
 AY1411
 AY1411  NGVD 29 (??/??/92)  580.223  (m)         1903.62   (f) ADJ UNCH    2 0
 AY1411
 AY1411.Superseded values are not recommended for survey control.
 AY1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1411.See file dsdata.txt to determine how the superseded data were derived.
 AY1411
 AY1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT116903(NAD 83)
 AY1411_MARKER: DB = BENCH MARK DISK
 AY1411_SETTING: 66 = SET IN ROCK OUTCROP
 AY1411_SP_SET: ROCK LEDGE
 AY1411_STAMPING: Z 461 1953
 AY1411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1411+STABILITY: POSITION/ELEVATION WELL
 AY1411
 AY1411  HISTORY     - Date     Condition        Report By
 AY1411  HISTORY     - 1953     MONUMENTED       CGS
 AY1411  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1411  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1411  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1411
 AY1411                          STATION DESCRIPTION
 AY1411
 AY1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1411'8.15 MI NE FROM CAMP WOOD.
 AY1411'0.1 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP WOOD,
 AY1411'THENCE 8.05 MILES NORTHEAST ALONG RANCH ROAD 337, 17 FEET SOUTHEAST OF
 AY1411'THE CENTER OF A ROCKY WASH, 20 FEET SOUTHEAST OF A FENCE, SET IN THE
 AY1411'TOP OF A ROCK LEDGE.
 AY1411
 AY1411                          STATION RECOVERY (2001)
 AY1411
 AY1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1411'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1411
 AY1411                          STATION RECOVERY (2001)
 AY1411
 AY1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1411'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1411
 AY1411                          STATION RECOVERY (2001)
 AY1411
 AY1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1411'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1154 ***********************************************************************
 AY1154  DESIGNATION -  Z 462
 AY1154  PID         -  AY1154
 AY1154  STATE/COUNTY-  TX/BANDERA
 AY1154  USGS QUAD   -  BANDERA (1982)
 AY1154
 AY1154                         *CURRENT SURVEY CONTROL
 AY1154  ___________________________________________________________________
 AY1154* NAD 83(1986)-  29 43 44.     (N)    099 03 58.     (W)     SCALED    
 AY1154* NAVD 88     -       369.396  (meters)    1211.93   (feet)  ADJUSTED  
 AY1154  ___________________________________________________________________
 AY1154  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AY1154  DYNAMIC HT  -         368.863 (meters)    1210.18  (feet)  COMP
 AY1154  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 AY1154
 AY1154  VERT ORDER  -  SECOND    CLASS 0
 AY1154
 AY1154.The horizontal coordinates were scaled from a topographic map and have
 AY1154.an estimated accuracy of +/- 6 seconds.
 AY1154
 AY1154.The orthometric height was determined by differential leveling
 AY1154.and adjusted by the National Geodetic Survey in June 1991..
 AY1154
 AY1154.The geoid height was determined by GEOID03.
 AY1154
 AY1154.The dynamic height is computed by dividing the NAVD 88
 AY1154.geopotential number by the normal gravity value computed on the
 AY1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1154.degrees latitude (g = 980.6199 gals.).
 AY1154
 AY1154.The modeled gravity was interpolated from observed gravity values.
 AY1154
 AY1154;                    North         East    Units  Estimated Accuracy
 AY1154;SPC TXSC     - 4,210,080.      593,610.      MT  (+/- 180 meters Scaled)
 AY1154
 AY1154                          SUPERSEDED SURVEY CONTROL
 AY1154
 AY1154  NGVD 29 (??/??/92)  369.290  (m)         1211.58   (f) ADJ UNCH    2 0
 AY1154
 AY1154.Superseded values are not recommended for survey control.
 AY1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1154.See file dsdata.txt to determine how the superseded data were derived.
 AY1154
 AY1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT936887(NAD 83)
 AY1154_MARKER: DB = BENCH MARK DISK
 AY1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1154_SP_SET: CULVERT
 AY1154_STAMPING: Z 462 1953
 AY1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1154
 AY1154  HISTORY     - Date     Condition        Report By
 AY1154  HISTORY     - 1953     MONUMENTED       CGS
 AY1154  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY1154  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1154
 AY1154                          STATION DESCRIPTION
 AY1154
 AY1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1154'0.6 MI SE FROM BANDERA.
 AY1154'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1154'BANDERA, 0.1 MILE SOUTH OF A DRIVEWAY LEADING NORTHEAST TO A HOUSE, ON
 AY1154'THE OUTSIDE OF A CURVE IN THE HIGHWAY, 28 FEET EAST OF THE CENTER LINE
 AY1154'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL
 AY1154'OF A CONCRETE CULVERT.
 AY1154
 AY1154                          STATION RECOVERY (1964)
 AY1154
 AY1154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1154'MARK NOT FOUND.
 AY1154
 AY1154                          STATION RECOVERY (1993)
 AY1154
 AY1154'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2156 ***********************************************************************
 AY2156  DESIGNATION -  Z 463 RESET
 AY2156  PID         -  AY2156
 AY2156  STATE/COUNTY-  TX/MEDINA
 AY2156  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY2156
 AY2156                         *CURRENT SURVEY CONTROL
 AY2156  ___________________________________________________________________
 AY2156* NAD 83(1986)-  29 38 56.     (N)    098 48 52.     (W)     SCALED    
 AY2156* NAVD 88     -       398.86   (meters)    1308.6    (feet)  RESET     
 AY2156  ___________________________________________________________________
 AY2156  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AY2156
 AY2156  VERT ORDER  -  THIRD
 AY2156
 AY2156.The horizontal coordinates were scaled from a topographic map and have
 AY2156.an estimated accuracy of +/- 6 seconds.
 AY2156
 AY2156.The orthometric height was computed from unverified reset data.
 AY2156
 AY2156.The geoid height was determined by GEOID03.
 AY2156
 AY2156;                    North         East    Units  Estimated Accuracy
 AY2156;SPC TXSC     - 4,201,230.      617,960.      MT  (+/- 180 meters Scaled)
 AY2156
 AY2156                          SUPERSEDED SURVEY CONTROL
 AY2156
 AY2156  NGVD 29 (01/29/03)  398.75   (m)         1308.2    (f) RESET       3  
 AY2156
 AY2156.Superseded values are not recommended for survey control.
 AY2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2156.See file dsdata.txt to determine how the superseded data were derived.
 AY2156
 AY2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT179798(NAD 83)
 AY2156_MARKER: DV = VERTICAL CONTROL DISK
 AY2156_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY2156_SP_SET: HEADWALL
 AY2156_STAMPING: Z 463 RESET 1985
 AY2156_MARK LOGO: NGS   
 AY2156_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2156+STABILITY: SURFACE MOTION
 AY2156
 AY2156  HISTORY     - Date     Condition        Report By
 AY2156  HISTORY     - 1985     MONUMENTED       TXHD
 AY2156  HISTORY     - 19950522 MARK NOT FOUND   USPSQD
 AY2156  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY2156
 AY2156                          STATION DESCRIPTION
 AY2156
 AY2156'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1985
 AY2156'ON HIGHWAY 16 IN THE NORTHEAST CURB OF A 3 - 60 INCH CGM PIPE, 2.3
 AY2156'MILES (3.7 KM) NORTH OF SAN GERONIMO CREEK, 9.6 MILES (15.4 KM)
 AY2156'SOUTHWEST OF PIPE CREEK, 21 FEET (6.4 M) RIGHT OF CONSTRUCTION
 AY2156'BASELINE STATION 65+71.
 AY2156
 AY2156                          STATION RECOVERY (1995)
 AY2156
 AY2156'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2156'MARK NOT FOUND.
 AY2156
 AY2156                          STATION RECOVERY (2005)
 AY2156
 AY2156'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY2156'EPOXY IMPRESSION REMAINS BUT DISC IS MISSING.  THERE WAS NO DRILL HOLE
 AY2156'ON THIS MOUNT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0171 ***********************************************************************
 BN0171  DESIGNATION -  Z 464
 BN0171  PID         -  BN0171
 BN0171  STATE/COUNTY-  TX/GILLESPIE
 BN0171  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0171
 BN0171                         *CURRENT SURVEY CONTROL
 BN0171  ___________________________________________________________________
 BN0171* NAD 83(1986)-  30 15 06.     (N)    098 53 39.     (W)     SCALED    
 BN0171* NAVD 88     -       519.130  (meters)    1703.18   (feet)  POSTED    
 BN0171  ___________________________________________________________________
 BN0171  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BN0171  DYNAMIC HT  -         518.400 (meters)    1700.78  (feet)  COMP
 BN0171  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 BN0171
 BN0171  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BN0171
 BN0171.The horizontal coordinates were scaled from a topographic map and have
 BN0171.an estimated accuracy of +/- 6 seconds.
 BN0171
 BN0171.The orthometric height was determined by differential leveling
 BN0171.and adjusted by the National Geodetic Survey in 1992..
 BN0171.No vertical observational check was made to the station.
 BN0171.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BN0171.was located on a no-check spur therefore a value was not computed.
 BN0171
 BN0171.The geoid height was determined by GEOID03.
 BN0171
 BN0171.The dynamic height is computed by dividing the NAVD 88
 BN0171.geopotential number by the normal gravity value computed on the
 BN0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0171.degrees latitude (g = 980.6199 gals.).
 BN0171
 BN0171.The modeled gravity was interpolated from observed gravity values.
 BN0171
 BN0171;                    North         East    Units  Estimated Accuracy
 BN0171;SPC TX C     - 3,065,750.      838,500.      MT  (+/- 180 meters Scaled)
 BN0171
 BN0171                          SUPERSEDED SURVEY CONTROL
 BN0171
 BN0171  NGVD 29 (??/??/92)  519.065  (m)         1702.97   (f) ADJ UNCH    2 0
 BN0171
 BN0171.Superseded values are not recommended for survey control.
 BN0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0171.See file dsdata.txt to determine how the superseded data were derived.
 BN0171
 BN0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU101466(NAD 83)
 BN0171_MARKER: DB = BENCH MARK DISK
 BN0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0171_STAMPING: Z 464 1953
 BN0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0171+STABILITY: SURFACE MOTION
 BN0171
 BN0171  HISTORY     - Date     Condition        Report By
 BN0171  HISTORY     - 1953     MONUMENTED       CGS
 BN0171  HISTORY     - 19930721 MARK NOT FOUND   USPSQD
 BN0171  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0171
 BN0171                          STATION DESCRIPTION
 BN0171
 BN0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0171'2.1 MI SW FROM FREDERICKSBURG.
 BN0171'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 BN0171'FREDERICKSBURG, AT A JUNCTION WITH TIVYDALE ROAD, 216 FEET NORTHEAST
 BN0171'OF THE NORTHEAST CORNER OF THE KLEIN SERVICE STATION AND STORE, 92
 BN0171'FEET NORTH OF A FENCE CORNER, 112 FEET NORTH OF THE CENTER LINE OF
 BN0171'TIVYDALE ROAD, 73 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 BN0171'WEST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTHWEST, 2.5 FEET
 BN0171'EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BN0171'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BN0171
 BN0171                          STATION RECOVERY (1993)
 BN0171
 BN0171'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0171'MARK NOT FOUND.
 BN0171
 BN0171                          STATION RECOVERY (1996)
 BN0171
 BN0171'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0146 ***********************************************************************
 CC0146  DESIGNATION -  Z 466
 CC0146  PID         -  CC0146
 CC0146  STATE/COUNTY-  TX/CRANE
 CC0146  USGS QUAD   -  GIRVIN SE (1972)
 CC0146
 CC0146                         *CURRENT SURVEY CONTROL
 CC0146  ___________________________________________________________________
 CC0146* NAD 83(1986)-  31 06 14.     (N)    102 18 28.     (W)     SCALED    
 CC0146* NAVD 88     -       709.824  (meters)    2328.81   (feet)  ADJUSTED  
 CC0146  ___________________________________________________________________
 CC0146  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CC0146  DYNAMIC HT  -         708.811 (meters)    2325.49  (feet)  COMP
 CC0146  MODELED GRAV-     979,191.0   (mgal)                       NAVD 88
 CC0146
 CC0146  VERT ORDER  -  SECOND    CLASS 0
 CC0146
 CC0146.The horizontal coordinates were scaled from a topographic map and have
 CC0146.an estimated accuracy of +/- 6 seconds.
 CC0146
 CC0146.The orthometric height was determined by differential leveling
 CC0146.and adjusted by the National Geodetic Survey in June 1991..
 CC0146
 CC0146.The geoid height was determined by GEOID03.
 CC0146
 CC0146.The dynamic height is computed by dividing the NAVD 88
 CC0146.geopotential number by the normal gravity value computed on the
 CC0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0146.degrees latitude (g = 980.6199 gals.).
 CC0146
 CC0146.The modeled gravity was interpolated from observed gravity values.
 CC0146
 CC0146;                    North         East    Units  Estimated Accuracy
 CC0146;SPC TX C     - 3,161,000.      511,670.      MT  (+/- 180 meters Scaled)
 CC0146
 CC0146                          SUPERSEDED SURVEY CONTROL
 CC0146
 CC0146  NGVD 29 (??/??/92)  709.603  (m)         2328.09   (f) ADJ UNCH    2 0
 CC0146
 CC0146.Superseded values are not recommended for survey control.
 CC0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0146.See file dsdata.txt to determine how the superseded data were derived.
 CC0146
 CC0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ567442(NAD 83)
 CC0146_MARKER: DB = BENCH MARK DISK
 CC0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0146_STAMPING: Z 466 1935 2328.089
 CC0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0146+STABILITY: SURFACE MOTION
 CC0146
 CC0146  HISTORY     - Date     Condition        Report By
 CC0146  HISTORY     - 1935     MONUMENTED       CGS
 CC0146  HISTORY     - 1958     GOOD             NGS
 CC0146
 CC0146                          STATION DESCRIPTION
 CC0146
 CC0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0146'5.35 MI SW FROM MCCAMEY.
 CC0146'ABOUT 5.35 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0146'FROM THE STATION AT MCCAMEY, 10 FEET WEST OF THE 1ST POLE SOUTHWEST OF
 CC0146'MILEPOST 844, 49 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.55 MILE
 CC0146'SOUTHWEST OF THE CRANE-UPTON COUNTY LINE, ABOUT 0.15 MILE NORTHEAST OF
 CC0146'A PRIVATE ROAD CROSSING, 1 FOOT NORTHWEST OF A FENCE, 1 1/2 FEET
 CC0146'NORTHWEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 CC0146'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0219 ***********************************************************************
 BP0219  DESIGNATION -  Z 467
 BP0219  PID         -  BP0219
 BP0219  STATE/COUNTY-  TX/PECOS
 BP0219  USGS QUAD   -  BELDING (1970)
 BP0219
 BP0219                         *CURRENT SURVEY CONTROL
 BP0219  ___________________________________________________________________
 BP0219* NAD 83(1986)-  30 47 25.     (N)    103 01 28.     (W)     SCALED    
 BP0219* NAVD 88     -       980.888  (meters)    3218.13   (feet)  ADJUSTED  
 BP0219  ___________________________________________________________________
 BP0219  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BP0219  DYNAMIC HT  -         979.372 (meters)    3213.16  (feet)  COMP
 BP0219  MODELED GRAV-     979,062.8   (mgal)                       NAVD 88
 BP0219
 BP0219  VERT ORDER  -  SECOND    CLASS 0
 BP0219
 BP0219.The horizontal coordinates were scaled from a topographic map and have
 BP0219.an estimated accuracy of +/- 6 seconds.
 BP0219
 BP0219.The orthometric height was determined by differential leveling
 BP0219.and adjusted by the National Geodetic Survey in June 1991..
 BP0219
 BP0219.The geoid height was determined by GEOID03.
 BP0219
 BP0219.The dynamic height is computed by dividing the NAVD 88
 BP0219.geopotential number by the normal gravity value computed on the
 BP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0219.degrees latitude (g = 980.6199 gals.).
 BP0219
 BP0219.The modeled gravity was interpolated from observed gravity values.
 BP0219
 BP0219;                    North         East    Units  Estimated Accuracy
 BP0219;SPC TX C     - 3,127,670.      442,480.      MT  (+/- 180 meters Scaled)
 BP0219
 BP0219                          SUPERSEDED SURVEY CONTROL
 BP0219
 BP0219  NGVD 29 (??/??/92)  980.522  (m)         3216.93   (f) ADJ UNCH    2 0
 BP0219
 BP0219.Superseded values are not recommended for survey control.
 BP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0219.See file dsdata.txt to determine how the superseded data were derived.
 BP0219
 BP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ890080(NAD 83)
 BP0219_MARKER: DB = BENCH MARK DISK
 BP0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0219_STAMPING: Z 467 1935 3216.929
 BP0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0219+STABILITY: SURFACE MOTION
 BP0219
 BP0219  HISTORY     - Date     Condition        Report By
 BP0219  HISTORY     - 1935     MONUMENTED       CGS
 BP0219  HISTORY     - 1958     GOOD             NGS
 BP0219
 BP0219                          STATION DESCRIPTION
 BP0219
 BP0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0219'11.4 MI SW FROM FORT STOCKTON.
 BP0219'ABOUT 11.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0219'FROM THE STATION AT FORT STOCKTON, 24 1/2 FEET NORTHEAST OF THE 2ND
 BP0219'POLE SOUTHWEST OF MILEPOST 893, 49 FEET NORTHWEST OF THE NORTHWEST
 BP0219'RAIL OF THE MAIN TRACK, 10 RAILS NORTHEAST OF A SWITCH STAND, 181 FEET
 BP0219'SOUTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD, 1 FOOT SOUTH OF A
 BP0219'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BP0219'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0411 ***********************************************************************
 BP0411  DESIGNATION -  Z 468
 BP0411  PID         -  BP0411
 BP0411  STATE/COUNTY-  TX/BREWSTER
 BP0411  USGS QUAD   -  ALPINE NORTH (1972)
 BP0411
 BP0411                         *CURRENT SURVEY CONTROL
 BP0411  ___________________________________________________________________
 BP0411* NAD 83(1986)-  30 24 43.     (N)    103 40 32.     (W)     SCALED    
 BP0411* NAVD 88     -      1336.368  (meters)    4384.40   (feet)  ADJUSTED  
 BP0411  ___________________________________________________________________
 BP0411  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 BP0411  DYNAMIC HT  -        1334.224 (meters)    4377.37  (feet)  COMP
 BP0411  MODELED GRAV-     978,989.5   (mgal)                       NAVD 88
 BP0411
 BP0411  VERT ORDER  -  FIRST     CLASS I
 BP0411
 BP0411.The horizontal coordinates were scaled from a topographic map and have
 BP0411.an estimated accuracy of +/- 6 seconds.
 BP0411
 BP0411.The orthometric height was determined by differential leveling
 BP0411.and adjusted by the National Geodetic Survey in June 1991..
 BP0411
 BP0411.The geoid height was determined by GEOID03.
 BP0411
 BP0411.The dynamic height is computed by dividing the NAVD 88
 BP0411.geopotential number by the normal gravity value computed on the
 BP0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0411.degrees latitude (g = 980.6199 gals.).
 BP0411
 BP0411.The modeled gravity was interpolated from observed gravity values.
 BP0411
 BP0411;                    North         East    Units  Estimated Accuracy
 BP0411;SPC TXSC     - 4,294,770.      150,850.      MT  (+/- 180 meters Scaled)
 BP0411
 BP0411                          SUPERSEDED SURVEY CONTROL
 BP0411
 BP0411  NGVD 29 (??/??/92) 1335.931  (m)         4382.97   (f) ADJ UNCH    1 1
 BP0411
 BP0411.Superseded values are not recommended for survey control.
 BP0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0411.See file dsdata.txt to determine how the superseded data were derived.
 BP0411
 BP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP272651(NAD 83)
 BP0411_MARKER: DB = BENCH MARK DISK
 BP0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0411_STAMPING: Z 468 1935 4382.967
 BP0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0411+STABILITY: SURFACE MOTION
 BP0411
 BP0411  HISTORY     - Date     Condition        Report By
 BP0411  HISTORY     - 1935     MONUMENTED       CGS
 BP0411  HISTORY     - 1958     GOOD             NGS
 BP0411  HISTORY     - 1977     GOOD             NGS
 BP0411
 BP0411                          STATION DESCRIPTION
 BP0411
 BP0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0411'3.3 MI N FROM ALPINE.
 BP0411'ABOUT 3.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 BP0411'THE STATION AT ALPINE, 103 FEET EAST OF AND ACROSS THE TRACK FROM
 BP0411'MILEPOST 941, 52 1/2 FEET EAST OF THE EAST RAIL, 58 FEET SOUTHEAST OF
 BP0411'THE SOUTHEAST CORNER OF A WOODEN TRESTLE, 2 FEET EAST OF THE EAST
 BP0411'RIGHT OF WAY FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 BP0411'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 BP0411
 BP0411                          STATION RECOVERY (1977)
 BP0411
 BP0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0477 ***********************************************************************
 BP0477  DESIGNATION -  Z 469
 BP0477  PID         -  BP0477
 BP0477  STATE/COUNTY-  TX/JEFF DAVIS
 BP0477  USGS QUAD   -  BARRILLA MOUNTAINS WEST (1980)
 BP0477
 BP0477                         *CURRENT SURVEY CONTROL
 BP0477  ___________________________________________________________________
 BP0477* NAD 83(1986)-  30 46 55.     (N)    103 44 15.     (W)     SCALED    
 BP0477* NAVD 88     -      1256.161  (meters)    4121.25   (feet)  POSTED    
 BP0477  ___________________________________________________________________
 BP0477  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 BP0477  DYNAMIC HT  -        1254.170 (meters)    4114.72  (feet)  COMP
 BP0477  MODELED GRAV-     979,014.6   (mgal)                       NAVD 88
 BP0477
 BP0477  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0477
 BP0477.The horizontal coordinates were scaled from a topographic map and have
 BP0477.an estimated accuracy of +/- 6 seconds.
 BP0477
 BP0477.The orthometric height was determined by differential leveling
 BP0477.and adjusted by the National Geodetic Survey in 1992..
 BP0477.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0477.rate of 1.1 thru 2.0 mm/km.
 BP0477
 BP0477.The geoid height was determined by GEOID03.
 BP0477
 BP0477.The dynamic height is computed by dividing the NAVD 88
 BP0477.geopotential number by the normal gravity value computed on the
 BP0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0477.degrees latitude (g = 980.6199 gals.).
 BP0477
 BP0477.The modeled gravity was interpolated from observed gravity values.
 BP0477
 BP0477;                    North         East    Units  Estimated Accuracy
 BP0477;SPC TX C     - 3,128,620.      374,240.      MT  (+/- 180 meters Scaled)
 BP0477
 BP0477                          SUPERSEDED SURVEY CONTROL
 BP0477
 BP0477  NGVD 29 (??/??/92) 1255.775  (m)         4119.99   (f) ADJ UNCH    2 0
 BP0477
 BP0477.Superseded values are not recommended for survey control.
 BP0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0477.See file dsdata.txt to determine how the superseded data were derived.
 BP0477
 BP0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ208061(NAD 83)
 BP0477_MARKER: DB = BENCH MARK DISK
 BP0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0477_STAMPING: 4119.988 Z 469 1934
 BP0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0477+STABILITY: SURFACE MOTION
 BP0477
 BP0477  HISTORY     - Date     Condition        Report By
 BP0477  HISTORY     - 1934     MONUMENTED       CGS
 BP0477  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0477  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0477  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0477
 BP0477                          STATION DESCRIPTION
 BP0477
 BP0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0477'13.8 MI S FROM TOYAHVALE.
 BP0477'IN JEFF DAVIS COUNTY, 13.8 MILES SOUTH ALONG STATE HIGHWAY 17 FROM
 BP0477'TOYAHVALE, REEVES COUNTY, ON THE OLD ROUTE OF THE HIGHWAY, 0.4 MILE
 BP0477'NORTH OF A RANCH HOUSE, 0.2 MILE NORTHEAST OF A WINDMILL, 0.1 MILE
 BP0477'SOUTHWEST OF THE SOUTHWEST END OF A DANGEROUS CURVE SIGN, AND 33 FEET
 BP0477'NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK,
 BP0477'STAMPED 4119.988 Z 469 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BP0477
 BP0477                          STATION RECOVERY (1966)
 BP0477
 BP0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0477'MARK NOT FOUND.
 BP0477
 BP0477                          STATION RECOVERY (1996)
 BP0477
 BP0477'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0478 ***********************************************************************
 BP0478  DESIGNATION -  Z 469 RESET 1940
 BP0478  PID         -  BP0478
 BP0478  STATE/COUNTY-  TX/JEFF DAVIS
 BP0478  USGS QUAD   -  BARRILLA MOUNTAINS WEST (1980)
 BP0478
 BP0478                         *CURRENT SURVEY CONTROL
 BP0478  ___________________________________________________________________
 BP0478* NAD 83(1986)-  30 46 55.     (N)    103 44 15.     (W)     SCALED    
 BP0478* NAVD 88     -      1253.024  (meters)    4110.96   (feet)  POSTED    
 BP0478  ___________________________________________________________________
 BP0478  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 BP0478  DYNAMIC HT  -        1251.040 (meters)    4104.45  (feet)  COMP
 BP0478  MODELED GRAV-     979,014.6   (mgal)                       NAVD 88
 BP0478
 BP0478  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0478
 BP0478.The horizontal coordinates were scaled from a topographic map and have
 BP0478.an estimated accuracy of +/- 6 seconds.
 BP0478
 BP0478.The orthometric height was determined by differential leveling
 BP0478.and adjusted by the National Geodetic Survey in 1992..
 BP0478.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0478.rate of 2.1 thru 3.0 mm/km.
 BP0478
 BP0478.The geoid height was determined by GEOID03.
 BP0478
 BP0478.The dynamic height is computed by dividing the NAVD 88
 BP0478.geopotential number by the normal gravity value computed on the
 BP0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0478.degrees latitude (g = 980.6199 gals.).
 BP0478
 BP0478.The modeled gravity was interpolated from observed gravity values.
 BP0478
 BP0478;                    North         East    Units  Estimated Accuracy
 BP0478;SPC TX C     - 3,128,620.      374,240.      MT  (+/- 180 meters Scaled)
 BP0478
 BP0478                          SUPERSEDED SURVEY CONTROL
 BP0478
 BP0478  NGVD 29 (??/??/92) 1252.59   (m)         4109.5    (f) COMPUTED    2 0
 BP0478
 BP0478.Superseded values are not recommended for survey control.
 BP0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0478.See file dsdata.txt to determine how the superseded data were derived.
 BP0478
 BP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ208061(NAD 83)
 BP0478_MARKER: DB = BENCH MARK DISK
 BP0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0478_SP_SET: CULVERT
 BP0478_STAMPING: Z 469 RESET 1940
 BP0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0478
 BP0478  HISTORY     - Date     Condition        Report By
 BP0478  HISTORY     - 1940     MONUMENTED       TXHD
 BP0478  HISTORY     - 1958     GOOD             NGS
 BP0478  HISTORY     - 19961011 GOOD             USPSQD
 BP0478
 BP0478                          STATION DESCRIPTION
 BP0478
 BP0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0478'13.2 MI S FROM TOYAHVALE.
 BP0478'ABOUT 13.2 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0478'TOYAHVALE, IN THE TOP AND CENTER OF THE NORTHWEST CONCRETE HEADWALL OF
 BP0478'A CULVERT, 17 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BP0478'0.25 MILE SOUTHWEST OF A CURVE IN THE HIGHWAY WITH A PRIVATE ROAD
 BP0478'LEADING NORTH-NORTHEAST, AT THE EAST END OF A SHARP RIDGE ON THE WEST
 BP0478'SIDE OF THE HIGHWAY, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0478
 BP0478                          STATION RECOVERY (1996)
 BP0478
 BP0478'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0192 ***********************************************************************
 DP0192  DESIGNATION -  Z 471
 DP0192  PID         -  DP0192
 DP0192  STATE/COUNTY-  TX/DICKENS
 DP0192  USGS QUAD   -  PITCHFORK RANCH (1981)
 DP0192
 DP0192                         *CURRENT SURVEY CONTROL
 DP0192  ___________________________________________________________________
 DP0192* NAD 83(1986)-  33 37 12.     (N)    100 33 53.     (W)     SCALED    
 DP0192* NAVD 88     -       624.179  (meters)    2047.83   (feet)  ADJUSTED  
 DP0192  ___________________________________________________________________
 DP0192  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DP0192  DYNAMIC HT  -         623.434 (meters)    2045.38  (feet)  COMP
 DP0192  MODELED GRAV-     979,423.6   (mgal)                       NAVD 88
 DP0192
 DP0192  VERT ORDER  -  SECOND    CLASS 0
 DP0192
 DP0192.The horizontal coordinates were scaled from a topographic map and have
 DP0192.an estimated accuracy of +/- 6 seconds.
 DP0192
 DP0192.The orthometric height was determined by differential leveling
 DP0192.and adjusted by the National Geodetic Survey in June 1991..
 DP0192
 DP0192.The geoid height was determined by GEOID03.
 DP0192
 DP0192.The dynamic height is computed by dividing the NAVD 88
 DP0192.geopotential number by the normal gravity value computed on the
 DP0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0192.degrees latitude (g = 980.6199 gals.).
 DP0192
 DP0192.The modeled gravity was interpolated from observed gravity values.
 DP0192
 DP0192;                    North         East    Units  Estimated Accuracy
 DP0192;SPC TXNC     - 2,218,490.      408,430.      MT  (+/- 180 meters Scaled)
 DP0192
 DP0192                          SUPERSEDED SURVEY CONTROL
 DP0192
 DP0192  NGVD 29 (??/??/92)  623.958  (m)         2047.10   (f) ADJ UNCH    2 0
 DP0192
 DP0192.Superseded values are not recommended for survey control.
 DP0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0192.See file dsdata.txt to determine how the superseded data were derived.
 DP0192
 DP0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC548211(NAD 83)
 DP0192_MARKER: DB = BENCH MARK DISK
 DP0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0192_STAMPING: Z 471 1935
 DP0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0192+STABILITY: SURFACE MOTION
 DP0192
 DP0192  HISTORY     - Date     Condition        Report By
 DP0192  HISTORY     - 1935     MONUMENTED       CGS
 DP0192  HISTORY     - 1944     GOOD             NGS
 DP0192
 DP0192                          STATION DESCRIPTION
 DP0192
 DP0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DP0192'15.3 MI W FROM GUTHRIE.
 DP0192'IN DICKENS COUNTY, 15.3 MILES WEST ALONG THE 1935 ROUTE OF U.S.
 DP0192'HIGHWAY 82 FROM GUTHRIE, KING COUNTY.  THIS BENCH MARK MAY BE REACHED
 DP0192'BY GOING ALONG U.S. HIGHWAY 82 TO A POINT 0.35 MILE EAST OF GENEVA
 DP0192'FORK BRIDGE, THEN THROUGH THE EAST GATE ON THE NORTH SIDE OF THE
 DP0192'HIGHWAY AND FOLLOW A FENCE 0.6 MILE NORTH TO THE OLD HIGHWAY, AND THEN
 DP0192'GO 0.25 MILE EAST ALONG THE OLD HIGHWAY.  THE MARK IS IN A FLAT
 DP0192'VALLEY, 27 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, AND 2 FEET
 DP0192'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED Z 471 1935 AND SET IN THE
 DP0192'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0283 ***********************************************************************
 DP0283  DESIGNATION -  Z 472
 DP0283  PID         -  DP0283
 DP0283  STATE/COUNTY-  TX/GARZA
 DP0283  USGS QUAD   -  POST EAST (1969)
 DP0283
 DP0283                         *CURRENT SURVEY CONTROL
 DP0283  ___________________________________________________________________
 DP0283* NAD 83(1986)-  33 12 25.     (N)    101 15 04.     (W)     SCALED    
 DP0283* NAVD 88     -       717.071  (meters)    2352.59   (feet)  ADJUSTED  
 DP0283  ___________________________________________________________________
 DP0283  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 DP0283  DYNAMIC HT  -         716.174 (meters)    2349.65  (feet)  COMP
 DP0283  MODELED GRAV-     979,363.4   (mgal)                       NAVD 88
 DP0283
 DP0283  VERT ORDER  -  SECOND    CLASS 0
 DP0283
 DP0283.The horizontal coordinates were scaled from a topographic map and have
 DP0283.an estimated accuracy of +/- 6 seconds.
 DP0283
 DP0283.The orthometric height was determined by differential leveling
 DP0283.and adjusted by the National Geodetic Survey in June 1991..
 DP0283
 DP0283.The geoid height was determined by GEOID03.
 DP0283
 DP0283.The dynamic height is computed by dividing the NAVD 88
 DP0283.geopotential number by the normal gravity value computed on the
 DP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0283.degrees latitude (g = 980.6199 gals.).
 DP0283
 DP0283.The modeled gravity was interpolated from observed gravity values.
 DP0283
 DP0283;                    North         East    Units  Estimated Accuracy
 DP0283;SPC TXNC     - 2,174,160.      343,560.      MT  (+/- 180 meters Scaled)
 DP0283
 DP0283                          SUPERSEDED SURVEY CONTROL
 DP0283
 DP0283  NGVD 29 (??/??/92)  716.73   (m)         2351.5    (f) COMPUTED    2 0
 DP0283
 DP0283.Superseded values are not recommended for survey control.
 DP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0283.See file dsdata.txt to determine how the superseded data were derived.
 DP0283
 DP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB901764(NAD 83)
 DP0283_MARKER: DB = BENCH MARK DISK
 DP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0283_STAMPING: Z-472 1935
 DP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0283+STABILITY: SURFACE MOTION
 DP0283
 DP0283  HISTORY     - Date     Condition        Report By
 DP0283  HISTORY     - 1935     MONUMENTED       CGS
 DP0283  HISTORY     - 1952     GOOD             TXHD
 DP0283
 DP0283                          STATION DESCRIPTION
 DP0283
 DP0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0283'7.4 MI E FROM POST.
 DP0283'7.4 MI. E. ALONG U.S. NO. 380 ABOUT 50 YDS. E. OF THE E. END OF THE
 DP0283'BRAZOS RIVER BRIDGE, 52 FT. N. OF THE CENTER LINE OF HWY., 10 FT. S.W.
 DP0283'OF A TELEPHONE POLE, AND 1 FT. N. OF R.O.W. FENCE LINE.
 DP0283
 DP0283                          STATION RECOVERY (1952)
 DP0283
 DP0283'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1952
 DP0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0284 ***********************************************************************
 DP0284  DESIGNATION -  Z 472 RESET 1952
 DP0284  PID         -  DP0284
 DP0284  STATE/COUNTY-  TX/GARZA
 DP0284  USGS QUAD   -  POST EAST (1969)
 DP0284
 DP0284                         *CURRENT SURVEY CONTROL
 DP0284  ___________________________________________________________________
 DP0284* NAD 83(1986)-  33 12 24.     (N)    101 15 05.     (W)     SCALED    
 DP0284* NAVD 88     -       718.64   (+/-2cm)    2357.7    (feet)  VERTCON   
 DP0284  ___________________________________________________________________
 DP0284  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 DP0284
 DP0284  VERT ORDER  -  THIRD (See Below)
 DP0284
 DP0284.The horizontal coordinates were scaled from a topographic map and have
 DP0284.an estimated accuracy of +/- 6 seconds.
 DP0284
 DP0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0284.The vertical order pertains to the NGVD 29 superseded value.
 DP0284
 DP0284.The geoid height was determined by GEOID03.
 DP0284
 DP0284;                    North         East    Units  Estimated Accuracy
 DP0284;SPC TXNC     - 2,174,130.      343,540.      MT  (+/- 180 meters Scaled)
 DP0284
 DP0284                          SUPERSEDED SURVEY CONTROL
 DP0284
 DP0284  NGVD 29 (??/??/??)  718.30   (m)         2356.6    (f) RESET       3  
 DP0284
 DP0284.Superseded values are not recommended for survey control.
 DP0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0284.See file dsdata.txt to determine how the superseded data were derived.
 DP0284
 DP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB901764(NAD 83)
 DP0284_MARKER: DB = BENCH MARK DISK
 DP0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0284_SP_SET: CURB
 DP0284_STAMPING: Z 472 RESET 1952
 DP0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0284
 DP0284  HISTORY     - Date     Condition        Report By
 DP0284  HISTORY     - 1952     MONUMENTED       TXHD
 DP0284
 DP0284                          STATION DESCRIPTION
 DP0284
 DP0284'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 DP0284'7.4 MI E FROM POST.
 DP0284'7.4 MILE EAST ALONG U. S. HIGHWAY 380 FROM POST, GARZA COUNTY, AT THE
 DP0284'BRIDGE OVER YELLOWHOUSE FORK OF BRAZOS RIVER, IN THE NORTH CURB, AND 1
 DP0284'FOOT WEST OF THE EAST OF THE EAST END.  A STANDARD DISK, STAMPED Z 472
 DP0284'RESET 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0401 ***********************************************************************
 DP0401  DESIGNATION -  Z 473
 DP0401  PID         -  DP0401
 DP0401  STATE/COUNTY-  TX/LUBBOCK
 DP0401  USGS QUAD   -  LORENZO (1965)
 DP0401
 DP0401                         *CURRENT SURVEY CONTROL
 DP0401  ___________________________________________________________________
 DP0401* NAD 83(1986)-  33 40 02.     (N)    101 35 46.     (W)     SCALED    
 DP0401* NAVD 88     -       971.850  (meters)    3188.48   (feet)  ADJUSTED  
 DP0401  ___________________________________________________________________
 DP0401  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 DP0401  DYNAMIC HT  -         970.606 (meters)    3184.40  (feet)  COMP
 DP0401  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 DP0401
 DP0401  VERT ORDER  -  SECOND    CLASS 0
 DP0401
 DP0401.The horizontal coordinates were scaled from a topographic map and have
 DP0401.an estimated accuracy of +/- 6 seconds.
 DP0401
 DP0401.The orthometric height was determined by differential leveling
 DP0401.and adjusted by the National Geodetic Survey in June 1991..
 DP0401
 DP0401.The geoid height was determined by GEOID03.
 DP0401
 DP0401.The dynamic height is computed by dividing the NAVD 88
 DP0401.geopotential number by the normal gravity value computed on the
 DP0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0401.degrees latitude (g = 980.6199 gals.).
 DP0401
 DP0401.The modeled gravity was interpolated from observed gravity values.
 DP0401
 DP0401;                    North         East    Units  Estimated Accuracy
 DP0401;SPC TXNC     - 2,226,080.      312,920.      MT  (+/- 180 meters Scaled)
 DP0401
 DP0401                          SUPERSEDED SURVEY CONTROL
 DP0401
 DP0401  NGVD 29 (??/??/92)  971.482  (m)         3187.27   (f) ADJ UNCH    2 0
 DP0401
 DP0401.Superseded values are not recommended for survey control.
 DP0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0401.See file dsdata.txt to determine how the superseded data were derived.
 DP0401
 DP0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC592282(NAD 83)
 DP0401_MARKER: DB = BENCH MARK DISK
 DP0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0401_STAMPING: Z 473 1934
 DP0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0401+STABILITY: SURFACE MOTION
 DP0401
 DP0401  HISTORY     - Date     Condition        Report By
 DP0401  HISTORY     - 1934     MONUMENTED       CGS
 DP0401
 DP0401                          STATION DESCRIPTION
 DP0401
 DP0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0401'3.6 MI W FROM LORENZO.
 DP0401'IN LUBBOCK COUNTY, 3.6 MILES WEST ALONG THE PANHANDLE AND SANTA FE
 DP0401'RAILWAY FROM THE STATION AT LORENZO, CROSBY COUNTY, 2-1/2 POLES EAST
 DP0401'OF MILEPOST 16, AT A ROAD CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF
 DP0401'THE TRACK, 31 FEET WEST OF THE CENTERLINE OF THE ROAD, 54 FEET NORTH
 DP0401'OF THE CENTERLINE OF U.S. HIGHWAY 62, 5 FEET SOUTHEAST OF A POLE, AND
 DP0401'2 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED Z 473
 DP0401'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0114 ***********************************************************************
 DP0114  DESIGNATION -  Z 474
 DP0114  PID         -  DP0114
 DP0114  STATE/COUNTY-  TX/KENT
 DP0114  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0114
 DP0114                         *CURRENT SURVEY CONTROL
 DP0114  ___________________________________________________________________
 DP0114* NAD 83(1986)-  33 10 05.     (N)    100 37 48.     (W)     SCALED    
 DP0114* NAVD 88     -       562.673  (meters)    1846.04   (feet)  ADJUSTED  
 DP0114  ___________________________________________________________________
 DP0114  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DP0114  DYNAMIC HT  -         561.974 (meters)    1843.74  (feet)  COMP
 DP0114  MODELED GRAV-     979,378.7   (mgal)                       NAVD 88
 DP0114
 DP0114  VERT ORDER  -  SECOND    CLASS 0
 DP0114
 DP0114.The horizontal coordinates were scaled from a topographic map and have
 DP0114.an estimated accuracy of +/- 6 seconds.
 DP0114
 DP0114.The orthometric height was determined by differential leveling
 DP0114.and adjusted by the National Geodetic Survey in June 1991..
 DP0114
 DP0114.The geoid height was determined by GEOID03.
 DP0114
 DP0114.The dynamic height is computed by dividing the NAVD 88
 DP0114.geopotential number by the normal gravity value computed on the
 DP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0114.degrees latitude (g = 980.6199 gals.).
 DP0114
 DP0114.The modeled gravity was interpolated from observed gravity values.
 DP0114
 DP0114;                    North         East    Units  Estimated Accuracy
 DP0114;SPC TXNC     - 2,168,500.      401,360.      MT  (+/- 180 meters Scaled)
 DP0114
 DP0114                          SUPERSEDED SURVEY CONTROL
 DP0114
 DP0114  NGVD 29 (??/??/92)  562.43   (m)         1845.2    (f) COMPUTED    2 0
 DP0114
 DP0114.Superseded values are not recommended for survey control.
 DP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0114.See file dsdata.txt to determine how the superseded data were derived.
 DP0114
 DP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB480711(NAD 83)
 DP0114_MARKER: DB = BENCH MARK DISK
 DP0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0114_SP_SET: BRIDGE
 DP0114_STAMPING: Z-474 1935
 DP0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0114
 DP0114  HISTORY     - Date     Condition        Report By
 DP0114  HISTORY     - 1935     MONUMENTED       CGS
 DP0114
 DP0114                          STATION DESCRIPTION
 DP0114
 DP0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0114'7.3 MI E FROM CLAIREMONT.
 DP0114'7.3 MI. E. ALONG U.S. NO. 380 (8.9 MI. W. OF JAYTON) AT THE E. END OF
 DP0114'A BRIDGE ACROSS THE SALT FORK OF THE BRAZOS RIVER, 15 FT. N. OF THE
 DP0114'CENTER LINE OF HWY., AND SET IN THE TOP OF THE N. WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0115 ***********************************************************************
 DP0115  DESIGNATION -  Z 474 RESET 1951
 DP0115  PID         -  DP0115
 DP0115  STATE/COUNTY-  TX/KENT
 DP0115  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0115
 DP0115                         *CURRENT SURVEY CONTROL
 DP0115  ___________________________________________________________________
 DP0115* NAD 83(1986)-  33 10 05.     (N)    100 37 48.     (W)     SCALED    
 DP0115* NAVD 88     -       563.836  (meters)    1849.85   (feet)  ADJUSTED  
 DP0115  ___________________________________________________________________
 DP0115  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DP0115  DYNAMIC HT  -         563.136 (meters)    1847.56  (feet)  COMP
 DP0115  MODELED GRAV-     979,378.7   (mgal)                       NAVD 88
 DP0115
 DP0115  VERT ORDER  -  SECOND    CLASS 0
 DP0115
 DP0115.The horizontal coordinates were scaled from a topographic map and have
 DP0115.an estimated accuracy of +/- 6 seconds.
 DP0115
 DP0115.The orthometric height was determined by differential leveling
 DP0115.and adjusted by the National Geodetic Survey in June 1991..
 DP0115
 DP0115.The geoid height was determined by GEOID03.
 DP0115
 DP0115.The dynamic height is computed by dividing the NAVD 88
 DP0115.geopotential number by the normal gravity value computed on the
 DP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0115.degrees latitude (g = 980.6199 gals.).
 DP0115
 DP0115.The modeled gravity was interpolated from observed gravity values.
 DP0115
 DP0115;                    North         East    Units  Estimated Accuracy
 DP0115;SPC TXNC     - 2,168,500.      401,360.      MT  (+/- 180 meters Scaled)
 DP0115
 DP0115                          SUPERSEDED SURVEY CONTROL
 DP0115
 DP0115  NGVD 29 (??/??/??)  563.71   (m)         1849.4    (f) RESET       3  
 DP0115
 DP0115.Superseded values are not recommended for survey control.
 DP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0115.See file dsdata.txt to determine how the superseded data were derived.
 DP0115
 DP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB480711(NAD 83)
 DP0115_MARKER: DB = BENCH MARK DISK
 DP0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0115_SP_SET: BRIDGE
 DP0115_STAMPING: Z 474 RESET 1951
 DP0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0115
 DP0115  HISTORY     - Date     Condition        Report By
 DP0115  HISTORY     - 1951     MONUMENTED       TXHD
 DP0115  HISTORY     - 1961     GOOD             NGS
 DP0115
 DP0115                          STATION DESCRIPTION
 DP0115
 DP0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DP0115'7.4 MI E FROM CLAIREMONT.
 DP0115'ABOUT 7.4 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE JUNCTION OF THE
 DP0115'HIGHWAY AND STATE HIGHWAY 208 AT CLAIREMONT, 12 1/2 FEET NORTH OF THE
 DP0115'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 DP0115'NORTH CONCRETE CURB OF THE CONCRETE HIGHWAY BRIDGE OVER THE SALT FORK
 DP0115'OF THE BRAZOS RIVER, 8 INCHES EAST OF THE EAST END OF THE NORTH GUARD
 DP0115'RAIL AND ABOUT 14 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0057 ***********************************************************************
 DP0057  DESIGNATION -  Z 475
 DP0057  PID         -  DP0057
 DP0057  STATE/COUNTY-  TX/STONEWALL
 DP0057  USGS QUAD   -  OLD GLORY (1969)
 DP0057
 DP0057                         *CURRENT SURVEY CONTROL
 DP0057  ___________________________________________________________________
 DP0057* NAD 83(1986)-  33 08 13.     (N)    100 05 31.     (W)     SCALED    
 DP0057* NAVD 88     -       504.670  (meters)    1655.74   (feet)  ADJUSTED  
 DP0057  ___________________________________________________________________
 DP0057  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DP0057  DYNAMIC HT  -         504.038 (meters)    1653.66  (feet)  COMP
 DP0057  MODELED GRAV-     979,370.8   (mgal)                       NAVD 88
 DP0057
 DP0057  VERT ORDER  -  SECOND    CLASS 0
 DP0057
 DP0057.The horizontal coordinates were scaled from a topographic map and have
 DP0057.an estimated accuracy of +/- 6 seconds.
 DP0057
 DP0057.The orthometric height was determined by differential leveling
 DP0057.and adjusted by the National Geodetic Survey in June 1991..
 DP0057
 DP0057.The geoid height was determined by GEOID03.
 DP0057
 DP0057.The dynamic height is computed by dividing the NAVD 88
 DP0057.geopotential number by the normal gravity value computed on the
 DP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0057.degrees latitude (g = 980.6199 gals.).
 DP0057
 DP0057.The modeled gravity was interpolated from observed gravity values.
 DP0057
 DP0057;                    North         East    Units  Estimated Accuracy
 DP0057;SPC TXNC     - 2,164,160.      451,480.      MT  (+/- 180 meters Scaled)
 DP0057
 DP0057                          SUPERSEDED SURVEY CONTROL
 DP0057
 DP0057  NGVD 29 (??/??/92)  504.489  (m)         1655.14   (f) ADJ UNCH    2 0
 DP0057
 DP0057.Superseded values are not recommended for survey control.
 DP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0057.See file dsdata.txt to determine how the superseded data were derived.
 DP0057
 DP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB981669(NAD 83)
 DP0057_MARKER: DB = BENCH MARK DISK
 DP0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0057_SP_SET: CULVERT
 DP0057_STAMPING: Z 475 1935
 DP0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0057
 DP0057  HISTORY     - Date     Condition        Report By
 DP0057  HISTORY     - 1935     MONUMENTED       CGS
 DP0057  HISTORY     - 1958     GOOD             NGS
 DP0057
 DP0057                          STATION DESCRIPTION
 DP0057
 DP0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0057'2.3 MI W FROM OLD GLORY.
 DP0057'2.3 MILES WEST ALONG THE WICHITA VALLEY RAILWAY FROM OLD GLORY,
 DP0057'STONEWALL COUNTY, 4-1/2 POLES WEST OF MILEPOST B 136, AT CONCRETE
 DP0057'CULVERT B 136.14, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL,
 DP0057'AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 DP0057'STAMPED Z 475 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0027 ***********************************************************************
 CB0027  DESIGNATION -  Z 476
 CB0027  PID         -  CB0027
 CB0027  STATE/COUNTY-  TX/TOM GREEN
 CB0027  USGS QUAD   -  HARRIET (1984)
 CB0027
 CB0027                         *CURRENT SURVEY CONTROL
 CB0027  ___________________________________________________________________
 CB0027* NAD 83(1986)-  31 36 09.     (N)    100 21 24.     (W)     SCALED    
 CB0027* NAVD 88     -       594.872  (meters)    1951.68   (feet)  ADJUSTED  
 CB0027  ___________________________________________________________________
 CB0027  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CB0027  DYNAMIC HT  -         594.065 (meters)    1949.03  (feet)  COMP
 CB0027  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 CB0027
 CB0027  VERT ORDER  -  SECOND    CLASS 0
 CB0027
 CB0027.The horizontal coordinates were scaled from a topographic map and have
 CB0027.an estimated accuracy of +/- 6 seconds.
 CB0027
 CB0027.The orthometric height was determined by differential leveling
 CB0027.and adjusted by the National Geodetic Survey in June 1991..
 CB0027
 CB0027.The geoid height was determined by GEOID03.
 CB0027
 CB0027.The dynamic height is computed by dividing the NAVD 88
 CB0027.geopotential number by the normal gravity value computed on the
 CB0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0027.degrees latitude (g = 980.6199 gals.).
 CB0027
 CB0027.The modeled gravity was interpolated from observed gravity values.
 CB0027
 CB0027;                    North         East    Units  Estimated Accuracy
 CB0027;SPC TX C     - 3,214,600.      697,790.      MT  (+/- 180 meters Scaled)
 CB0027
 CB0027                          SUPERSEDED SURVEY CONTROL
 CB0027
 CB0027  NGVD 29 (??/??/92)  594.695  (m)         1951.10   (f) ADJ UNCH    2 0
 CB0027
 CB0027.Superseded values are not recommended for survey control.
 CB0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0027.See file dsdata.txt to determine how the superseded data were derived.
 CB0027
 CB0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV713971(NAD 83)
 CB0027_MARKER: DB = BENCH MARK DISK
 CB0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0027_STAMPING: 1951.095 Z 476 1935
 CB0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0027+STABILITY: SURFACE MOTION
 CB0027
 CB0027  HISTORY     - Date     Condition        Report By
 CB0027  HISTORY     - 1935     MONUMENTED       CGS
 CB0027  HISTORY     - 1947     GOOD             NGS
 CB0027
 CB0027                          STATION DESCRIPTION
 CB0027
 CB0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CB0027'12.0 MI N FROM SAN ANGELO.
 CB0027'12.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0027'COUNTY COURTHOUSE AT SAN ANGELO, TOM GREEN COUNTY, TWO POLES SOUTH OF
 CB0027'MILEPOST 706, AT THE NORTH END OF A SMALL RIDGE, 82 FEET FROM A POLE,
 CB0027'44 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF THE
 CB0027'FENCE.  A STANDARD DISK, STAMPED 1951.095 Z 476 1935 AND SET IN THE
 CB0027'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0680 ***********************************************************************
 CA0680  DESIGNATION -  Z 477
 CA0680  PID         -  CA0680
 CA0680  STATE/COUNTY-  TX/RUNNELS
 CA0680  USGS QUAD   -  BENOIT (1967)
 CA0680
 CA0680                         *CURRENT SURVEY CONTROL
 CA0680  ___________________________________________________________________
 CA0680* NAD 83(1986)-  31 46 38.     (N)    099 50 09.     (W)     SCALED    
 CA0680* NAVD 88     -       526.117  (meters)    1726.10   (feet)  ADJUSTED  
 CA0680  ___________________________________________________________________
 CA0680  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CA0680  DYNAMIC HT  -         525.423 (meters)    1723.83  (feet)  COMP
 CA0680  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 CA0680
 CA0680  VERT ORDER  -  SECOND    CLASS 0
 CA0680
 CA0680.The horizontal coordinates were scaled from a topographic map and have
 CA0680.an estimated accuracy of +/- 6 seconds.
 CA0680
 CA0680.The orthometric height was determined by differential leveling
 CA0680.and adjusted by the National Geodetic Survey in June 1991..
 CA0680
 CA0680.The geoid height was determined by GEOID03.
 CA0680
 CA0680.The dynamic height is computed by dividing the NAVD 88
 CA0680.geopotential number by the normal gravity value computed on the
 CA0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0680.degrees latitude (g = 980.6199 gals.).
 CA0680
 CA0680.The modeled gravity was interpolated from observed gravity values.
 CA0680
 CA0680;                    North         East    Units  Estimated Accuracy
 CA0680;SPC TX C     - 3,234,080.      747,120.      MT  (+/- 180 meters Scaled)
 CA0680
 CA0680                          SUPERSEDED SURVEY CONTROL
 CA0680
 CA0680  NGVD 29 (??/??/92)  526.002  (m)         1725.72   (f) ADJ UNCH    2 0
 CA0680
 CA0680.Superseded values are not recommended for survey control.
 CA0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0680.See file dsdata.txt to determine how the superseded data were derived.
 CA0680
 CA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA208160(NAD 83)
 CA0680_MARKER: DB = BENCH MARK DISK
 CA0680_SETTING: 66 = SET IN ROCK OUTCROP
 CA0680_SP_SET: SANDSTONE OUTCROP
 CA0680_STAMPING: 1725.590 Z 477 1935
 CA0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0680+STABILITY: POSITION/ELEVATION WELL
 CA0680
 CA0680  HISTORY     - Date     Condition        Report By
 CA0680  HISTORY     - 1935     MONUMENTED       CGS
 CA0680  HISTORY     - 1940     GOOD             NGS
 CA0680
 CA0680                          STATION DESCRIPTION
 CA0680
 CA0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0680'7.6 MI E FROM BALLINGER.
 CA0680'7.6 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0680'STATION AT BALLINGER, RUNNELS COUNTY, ABOUT 100 YARDS WEST OF BRIDGE
 CA0680'29 A, 50 FEET NORTHWEST OF THE EAST END OF A CUT, 38 FEET NORTH OF THE
 CA0680'CENTERLINE OF THE TRACK, 12 FEET SOUTH OF A FENCE, IN THE TOP OF A
 CA0680'SANDSTONE OUTCROP, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A STANDARD
 CA0680'DISK, STAMPED Z 477 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0312 ***********************************************************************
 CS0312  DESIGNATION -  Z 478
 CS0312  PID         -  CS0312
 CS0312  STATE/COUNTY-  TX/KAUFMAN
 CS0312  USGS QUAD   -  ELMO (1981)
 CS0312
 CS0312                         *CURRENT SURVEY CONTROL
 CS0312  ___________________________________________________________________
 CS0312* NAD 83(1986)-  32 40 03.     (N)    096 08 46.     (W)     SCALED    
 CS0312* NAVD 88     -       139.224  (meters)     456.77   (feet)  ADJUSTED  
 CS0312  ___________________________________________________________________
 CS0312  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0312  DYNAMIC HT  -         139.068 (meters)     456.26  (feet)  COMP
 CS0312  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CS0312
 CS0312  VERT ORDER  -  SECOND    CLASS 0
 CS0312
 CS0312.The horizontal coordinates were scaled from a topographic map and have
 CS0312.an estimated accuracy of +/- 6 seconds.
 CS0312
 CS0312.The orthometric height was determined by differential leveling
 CS0312.and adjusted by the National Geodetic Survey in June 1991..
 CS0312
 CS0312.The geoid height was determined by GEOID03.
 CS0312
 CS0312.The dynamic height is computed by dividing the NAVD 88
 CS0312.geopotential number by the normal gravity value computed on the
 CS0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0312.degrees latitude (g = 980.6199 gals.).
 CS0312
 CS0312.The modeled gravity was interpolated from observed gravity values.
 CS0312
 CS0312;                    North         East    Units  Estimated Accuracy
 CS0312;SPC TXNC     - 2,113,460.      820,760.      MT  (+/- 180 meters Scaled)
 CS0312
 CS0312                          SUPERSEDED SURVEY CONTROL
 CS0312
 CS0312  NGVD 29 (??/??/92)  139.236  (m)          456.81   (f) ADJ UNCH    2 0
 CS0312
 CS0312.Superseded values are not recommended for survey control.
 CS0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0312.See file dsdata.txt to determine how the superseded data were derived.
 CS0312
 CS0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB676180(NAD 83)
 CS0312_MARKER: DB = BENCH MARK DISK
 CS0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0312_STAMPING: Z 478 1948
 CS0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0312+STABILITY: SURFACE MOTION
 CS0312
 CS0312  HISTORY     - Date     Condition        Report By
 CS0312  HISTORY     - 1948     MONUMENTED       CGS
 CS0312
 CS0312                          STATION DESCRIPTION
 CS0312
 CS0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0312'3.05 MI NW FROM HIRAM.
 CS0312'3.05 MILES NORTHWEST ALONG THE TERRELL-HIRAM ROAD FROM THE LOCUST
 CS0312'GROVE CHURCH AT HIRAM, AT A ROAD JUNCTION, 192.0 FEET SOUTHEAST OF THE
 CS0312'EXTENDED CENTER LINE OF A DIRT ROAD LEADING NORTHEAST, 77.4 FEET
 CS0312'NORTHWEST OF A 24-INCH OAK TREE, 56.3 FEET NORTH OF THE NORTH CORNER
 CS0312'OF THE D.C. BOSHEARS RESIDENCE, 42.0 FEET SOUTHWEST OF THE CENTER LINE
 CS0312'OF THE TERRELL-HIRAM ROAD, 1.6 FEET EAST OF A FENCE, 2.6 FEET NORTH OF
 CS0312'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CS0312'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0255 ***********************************************************************
 CS0255  DESIGNATION -  Z 479
 CS0255  PID         -  CS0255
 CS0255  STATE/COUNTY-  TX/VAN ZANDT
 CS0255  USGS QUAD   -  WILLS POINT (1981)
 CS0255
 CS0255                         *CURRENT SURVEY CONTROL
 CS0255  ___________________________________________________________________
 CS0255* NAD 83(1986)-  32 41 49.     (N)    096 01 16.     (W)     SCALED    
 CS0255* NAVD 88     -       149.729  (meters)     491.24   (feet)  ADJUSTED  
 CS0255  ___________________________________________________________________
 CS0255  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0255  DYNAMIC HT  -         149.560 (meters)     490.68  (feet)  COMP
 CS0255  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 CS0255
 CS0255  VERT ORDER  -  SECOND    CLASS 0
 CS0255
 CS0255.The horizontal coordinates were scaled from a topographic map and have
 CS0255.an estimated accuracy of +/- 6 seconds.
 CS0255
 CS0255.The orthometric height was determined by differential leveling
 CS0255.and adjusted by the National Geodetic Survey in June 1991..
 CS0255
 CS0255.The geoid height was determined by GEOID03.
 CS0255
 CS0255.The dynamic height is computed by dividing the NAVD 88
 CS0255.geopotential number by the normal gravity value computed on the
 CS0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0255.degrees latitude (g = 980.6199 gals.).
 CS0255
 CS0255.The modeled gravity was interpolated from observed gravity values.
 CS0255
 CS0255;                    North         East    Units  Estimated Accuracy
 CS0255;SPC TXNC     - 2,116,990.      832,400.      MT  (+/- 180 meters Scaled)
 CS0255
 CS0255                          SUPERSEDED SURVEY CONTROL
 CS0255
 CS0255  NGVD 29 (??/??/92)  149.739  (m)          491.27   (f) ADJ UNCH    2 0
 CS0255
 CS0255.Superseded values are not recommended for survey control.
 CS0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0255.See file dsdata.txt to determine how the superseded data were derived.
 CS0255
 CS0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB792216(NAD 83)
 CS0255_MARKER: DB = BENCH MARK DISK
 CS0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0255_SP_SET: CULVERT
 CS0255_STAMPING: Z 479 1948
 CS0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0255
 CS0255  HISTORY     - Date     Condition        Report By
 CS0255  HISTORY     - 1948     MONUMENTED       CGS
 CS0255  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 CS0255
 CS0255                          STATION DESCRIPTION
 CS0255
 CS0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0255'1.0 MI SW FROM WILLS POINT.
 CS0255'1.0 MILE SOUTHWEST ALONG FARM ROAD 47 FROM THE TEXAS AND PACIFIC
 CS0255'RAILWAY STATION AT WILLS POINT, 13.3 FEET SOUTHEAST OF THE CENTER LINE
 CS0255'OF THE ROAD, 0.5 FOOT SOUTHWEST OF THE NORTHEAST END OF AND SET IN THE
 CS0255'TOP OF THE SOUTHEAST HEADWALL OF AN 18-FOOT TRIPLE CHANNEL CONCRETE
 CS0255'CULVERT.
 CS0255
 CS0255                          STATION RECOVERY (1995)
 CS0255
 CS0255'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0997 ***********************************************************************
 CR0997  DESIGNATION -  Z 480
 CR0997  PID         -  CR0997
 CR0997  STATE/COUNTY-  TX/VAN ZANDT
 CR0997  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0997
 CR0997                         *CURRENT SURVEY CONTROL
 CR0997  ___________________________________________________________________
 CR0997* NAD 83(1986)-  32 36 27.     (N)    095 55 50.     (W)     SCALED    
 CR0997* NAVD 88     -       153.545  (meters)     503.76   (feet)  ADJUSTED  
 CR0997  ___________________________________________________________________
 CR0997  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CR0997  DYNAMIC HT  -         153.370 (meters)     503.18  (feet)  COMP
 CR0997  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CR0997
 CR0997  VERT ORDER  -  SECOND    CLASS 0
 CR0997
 CR0997.The horizontal coordinates were scaled from a topographic map and have
 CR0997.an estimated accuracy of +/- 6 seconds.
 CR0997
 CR0997.The orthometric height was determined by differential leveling
 CR0997.and adjusted by the National Geodetic Survey in June 1991..
 CR0997
 CR0997.The geoid height was determined by GEOID03.
 CR0997
 CR0997.The dynamic height is computed by dividing the NAVD 88
 CR0997.geopotential number by the normal gravity value computed on the
 CR0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0997.degrees latitude (g = 980.6199 gals.).
 CR0997
 CR0997.The modeled gravity was interpolated from observed gravity values.
 CR0997
 CR0997;                    North         East    Units  Estimated Accuracy
 CR0997;SPC TXNC     - 2,107,280.      841,130.      MT  (+/- 180 meters Scaled)
 CR0997
 CR0997                          SUPERSEDED SURVEY CONTROL
 CR0997
 CR0997  NGVD 29 (??/??/92)  153.56   (m)          503.8    (f) COMPUTED    2 0
 CR0997
 CR0997.Superseded values are not recommended for survey control.
 CR0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0997.See file dsdata.txt to determine how the superseded data were derived.
 CR0997
 CR0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS249115(NAD 83)
 CR0997_MARKER: DB = BENCH MARK DISK
 CR0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0997_STAMPING: Z 480 1948
 CR0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0997+STABILITY: SURFACE MOTION
 CR0997
 CR0997  HISTORY     - Date     Condition        Report By
 CR0997  HISTORY     - 1948     MONUMENTED       CGS
 CR0997  HISTORY     - 1949     GOOD             NGS
 CR0997  HISTORY     - 19950914 GOOD             USPSQD
 CR0997
 CR0997                          STATION DESCRIPTION
 CR0997
 CR0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CR0997'IN MYRTLE SPRINGS.
 CR0997'AT MYRTLE SPRINGS, 214.0 FEET NORTHEAST OF THE CENTER LINE OF STATE
 CR0997'HIGHWAY 64, 27.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 CR0997'METHODIST CHURCH, 24.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 CR0997'CHURCH, 12.9 FEET WEST OF A 36 INCH HICKORY TREE, SET IN THE TOP OF A
 CR0997'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CR0997
 CR0997                          STATION RECOVERY (1995)
 CR0997
 CR0997'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0011 ***********************************************************************
 AZ0011  DESIGNATION -  Z 481
 AZ0011  PID         -  AZ0011
 AZ0011  STATE/COUNTY-  TX/EDWARDS
 AZ0011  USGS QUAD   -  CUB LAKE (1971)
 AZ0011
 AZ0011                         *CURRENT SURVEY CONTROL
 AZ0011  ___________________________________________________________________
 AZ0011* NAD 83(1986)-  29 56 35.     (N)    100 10 10.     (W)     SCALED    
 AZ0011* NAVD 88     -       718.223  (meters)    2356.37   (feet)  ADJUSTED  
 AZ0011  ___________________________________________________________________
 AZ0011  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AZ0011  DYNAMIC HT  -         717.152 (meters)    2352.86  (feet)  COMP
 AZ0011  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 AZ0011
 AZ0011  VERT ORDER  -  SECOND    CLASS 0
 AZ0011
 AZ0011.The horizontal coordinates were scaled from a topographic map and have
 AZ0011.an estimated accuracy of +/- 6 seconds.
 AZ0011
 AZ0011.The orthometric height was determined by differential leveling
 AZ0011.and adjusted by the National Geodetic Survey in June 1991..
 AZ0011
 AZ0011.The geoid height was determined by GEOID03.
 AZ0011
 AZ0011.The dynamic height is computed by dividing the NAVD 88
 AZ0011.geopotential number by the normal gravity value computed on the
 AZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0011.degrees latitude (g = 980.6199 gals.).
 AZ0011
 AZ0011.The modeled gravity was interpolated from observed gravity values.
 AZ0011
 AZ0011;                    North         East    Units  Estimated Accuracy
 AZ0011;SPC TXSC     - 4,234,380.      487,110.      MT  (+/- 180 meters Scaled)
 AZ0011
 AZ0011                          SUPERSEDED SURVEY CONTROL
 AZ0011
 AZ0011  NGVD 29 (??/??/92)  718.152  (m)         2356.14   (f) ADJ UNCH    2 0
 AZ0011
 AZ0011.Superseded values are not recommended for survey control.
 AZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0011.See file dsdata.txt to determine how the superseded data were derived.
 AZ0011
 AZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU871130(NAD 83)
 AZ0011_MARKER: DB = BENCH MARK DISK
 AZ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0011_STAMPING: Z 481 1935
 AZ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0011+STABILITY: SURFACE MOTION
 AZ0011
 AZ0011  HISTORY     - Date     Condition        Report By
 AZ0011  HISTORY     - 1935     MONUMENTED       CGS
 AZ0011  HISTORY     - 1940     GOOD             NGS
 AZ0011  HISTORY     - 1971     MARK NOT FOUND   USGS
 AZ0011
 AZ0011                          STATION DESCRIPTION
 AZ0011
 AZ0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0011'5.8 MI SE FROM ROCKSPRINGS.
 AZ0011'5.8 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0011'AT ROCKSPRINGS, EDWARDS COUNTY, 0.2 MILE SOUTH OF THE TOP OF A SLIGHT
 AZ0011'GRADE, 195 FEET NORTH OF A 24-INCH GALVANIZED IRON CULVERT, 70 FEET
 AZ0011'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 18 FEET WEST OF THE FENCE.
 AZ0011'A STANDARD DISK, STAMPED Z 481 1935 AND SET IN THE TOP OF A CONCRETE
 AZ0011'POST.
 AZ0011
 AZ0011                          STATION RECOVERY (1971)
 AZ0011
 AZ0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AZ0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0364 ***********************************************************************
 CS0364  DESIGNATION -  Z 482
 CS0364  PID         -  CS0364
 CS0364  STATE/COUNTY-  TX/KAUFMAN
 CS0364  USGS QUAD   -  MABANK (1981)
 CS0364
 CS0364                         *CURRENT SURVEY CONTROL
 CS0364  ___________________________________________________________________
 CS0364* NAD 83(1986)-  32 22 29.     (N)    096 05 45.     (W)     SCALED    
 CS0364* NAVD 88     -       123.615  (meters)     405.56   (feet)  ADJUSTED  
 CS0364  ___________________________________________________________________
 CS0364  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0364  DYNAMIC HT  -         123.475 (meters)     405.10  (feet)  COMP
 CS0364  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 CS0364
 CS0364  VERT ORDER  -  SECOND    CLASS 0
 CS0364
 CS0364.The horizontal coordinates were scaled from a topographic map and have
 CS0364.an estimated accuracy of +/- 6 seconds.
 CS0364
 CS0364.The orthometric height was determined by differential leveling
 CS0364.and adjusted by the National Geodetic Survey in June 1991..
 CS0364
 CS0364.The geoid height was determined by GEOID03.
 CS0364
 CS0364.The dynamic height is computed by dividing the NAVD 88
 CS0364.geopotential number by the normal gravity value computed on the
 CS0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0364.degrees latitude (g = 980.6199 gals.).
 CS0364
 CS0364.The modeled gravity was interpolated from observed gravity values.
 CS0364
 CS0364;                    North         East    Units  Estimated Accuracy
 CS0364;SPC TXNC     - 2,081,110.      826,220.      MT  (+/- 180 meters Scaled)
 CS0364
 CS0364                          SUPERSEDED SURVEY CONTROL
 CS0364
 CS0364  NGVD 29 (??/??/92)  123.622  (m)          405.58   (f) ADJ UNCH    2 0
 CS0364
 CS0364.Superseded values are not recommended for survey control.
 CS0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0364.See file dsdata.txt to determine how the superseded data were derived.
 CS0364
 CS0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA732856(NAD 83)
 CS0364_MARKER: DB = BENCH MARK DISK
 CS0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0364_STAMPING: Z 482 1948
 CS0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0364+STABILITY: SURFACE MOTION
 CS0364
 CS0364  HISTORY     - Date     Condition        Report By
 CS0364  HISTORY     - 1948     MONUMENTED       CGS
 CS0364
 CS0364                          STATION DESCRIPTION
 CS0364
 CS0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0364'0.7 MI NE FROM MABANK.
 CS0364'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 198 FROM THE TEXAS AND NEW
 CS0364'ORLEANS RAILWAY STATION AT MABANK, 80.0 FEET NORTHWEST OF THE CENTER
 CS0364'LINE OF THE HIGHWAY, 77.0 FEET EAST OF THE CENTER OF A WELL, 70.4 FEET
 CS0364'NORTHEAST OF THE EAST CORNER OF THE J. J. HEARNE FARMHOUSE, 38.9 FEET
 CS0364'NORTH OF THE CENTER OF THE CONCRETE DOME OF A STORM CELLAR, 1.9 FEET
 CS0364'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CS0364'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1019 ***********************************************************************
 BY1019  DESIGNATION -  Z 483
 BY1019  PID         -  BY1019
 BY1019  STATE/COUNTY-  TX/NACOGDOCHES
 BY1019  USGS QUAD   -  PLATT (1980)
 BY1019
 BY1019                         *CURRENT SURVEY CONTROL
 BY1019  ___________________________________________________________________
 BY1019* NAD 83(1986)-  31 27 59.     (N)    094 30 33.     (W)     SCALED    
 BY1019* NAVD 88     -        55.44   (+/-2cm)     181.9    (feet)  VERTCON   
 BY1019  ___________________________________________________________________
 BY1019  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY1019
 BY1019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1019
 BY1019.The horizontal coordinates were scaled from a topographic map and have
 BY1019.an estimated accuracy of +/- 6 seconds.
 BY1019
 BY1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1019.The vertical order pertains to the NGVD 29 superseded value.
 BY1019
 BY1019.The geoid height was determined by GEOID03.
 BY1019
 BY1019;                    North         East    Units  Estimated Accuracy
 BY1019;SPC TX C     - 3,214,000.    1,253,210.      MT  (+/- 180 meters Scaled)
 BY1019
 BY1019                          SUPERSEDED SURVEY CONTROL
 BY1019
 BY1019  NGVD 29 (??/??/92)   55.501  (m)          182.09   (f) ADJ UNCH    2 0
 BY1019
 BY1019.Superseded values are not recommended for survey control.
 BY1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1019.See file dsdata.txt to determine how the superseded data were derived.
 BY1019
 BY1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ566822(NAD 83)
 BY1019_MARKER: DB = BENCH MARK DISK
 BY1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1019_STAMPING: Z 483 1948
 BY1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1019+STABILITY: SURFACE MOTION
 BY1019
 BY1019  HISTORY     - Date     Condition        Report By
 BY1019  HISTORY     - 1948     MONUMENTED       CGS
 BY1019  HISTORY     - 1956     MARK NOT FOUND   USGS
 BY1019  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1019
 BY1019                          STATION DESCRIPTION
 BY1019
 BY1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1019'3.15 MI S FROM WODEN.
 BY1019'3.15 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1019'WODEN, AT A ROAD JUNCTION, 132.0 FEET EAST OF THE EAST CORNER OF A
 BY1019'55-FOOT WOODEN BRIDGE, 90.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 BY1019'WODEN-ETOILE ROAD, 42.0 FEET NORTH OF THE CENTER LINE OF A ROAD
 BY1019'LEADING EAST, 7.8 FEET SOUTHEAST OF A TWIN TRUNK 16-INCH SWEETGUM
 BY1019'TREE, 1.8 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY1019'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY1019
 BY1019                          STATION RECOVERY (1956)
 BY1019
 BY1019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BY1019'MARK NOT FOUND.
 BY1019
 BY1019                          STATION RECOVERY (1998)
 BY1019
 BY1019'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1045 ***********************************************************************
 BY1045  DESIGNATION -  Z 484
 BY1045  PID         -  BY1045
 BY1045  STATE/COUNTY-  TX/ANGELINA
 BY1045  USGS QUAD   -  PLATT (1980)
 BY1045
 BY1045                         *CURRENT SURVEY CONTROL
 BY1045  ___________________________________________________________________
 BY1045* NAD 83(1986)-  31 23 19.     (N)    094 36 58.     (W)     SCALED    
 BY1045* NAVD 88     -        96.86   (+/-2cm)     317.8    (feet)  VERTCON   
 BY1045  ___________________________________________________________________
 BY1045  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BY1045
 BY1045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1045
 BY1045.The horizontal coordinates were scaled from a topographic map and have
 BY1045.an estimated accuracy of +/- 6 seconds.
 BY1045
 BY1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1045.The vertical order pertains to the NGVD 29 superseded value.
 BY1045
 BY1045.The geoid height was determined by GEOID03.
 BY1045
 BY1045;                    North         East    Units  Estimated Accuracy
 BY1045;SPC TX C     - 3,204,860.    1,243,500.      MT  (+/- 180 meters Scaled)
 BY1045
 BY1045                          SUPERSEDED SURVEY CONTROL
 BY1045
 BY1045  NGVD 29 (??/??/92)   96.915  (m)          317.96   (f) ADJ UNCH    2 0
 BY1045
 BY1045.Superseded values are not recommended for survey control.
 BY1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1045.See file dsdata.txt to determine how the superseded data were derived.
 BY1045
 BY1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ463738(NAD 83)
 BY1045_MARKER: DB = BENCH MARK DISK
 BY1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1045_STAMPING: Z 484 1949
 BY1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1045+STABILITY: SURFACE MOTION
 BY1045
 BY1045  HISTORY     - Date     Condition        Report By
 BY1045  HISTORY     - 1949     MONUMENTED       CGS
 BY1045  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1045
 BY1045                          STATION DESCRIPTION
 BY1045
 BY1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1045'6.15 MI N FROM HERTY.
 BY1045'3.0 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1045'SOUTHLAND PAPER MILLS WATER TANK AT HERTY, THENCE 3.15 MILES NORTH
 BY1045'ALONG A GRADED DIRT ROAD, 0.45 MILE NORTH OF A JUNCTION WITH A ROAD
 BY1045'LEADING SOUTHWEST, AT A JUNCTION WITH A TRAIL LEADING NORTH AND AT A
 BY1045'POINT WHERE THE ROAD TURNS NORTHWEST, 106.0 FEET SOUTH OF THE CENTER
 BY1045'OF THE JUNCTION, 55.0 FEET NORTH OF A FENCE CORNER WHICH IS AT THE
 BY1045'NORTHWEST CORNER OF THE G. A. BRIDGES FARMYARD, 44.0 FEET EAST OF THE
 BY1045'CENTER LINE OF THE ROAD, 7.0 FEET SOUTHEAST OF A 12-INCH HICKORY TREE,
 BY1045'3.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY1045'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1045
 BY1045                          STATION RECOVERY (1998)
 BY1045
 BY1045'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0147 ***********************************************************************
 BY0147  DESIGNATION -  Z 485
 BY0147  PID         -  BY0147
 BY0147  STATE/COUNTY-  TX/SHELBY
 BY0147  USGS QUAD   -  ARCADIA (1984)
 BY0147
 BY0147                         *CURRENT SURVEY CONTROL
 BY0147  ___________________________________________________________________
 BY0147* NAD 83(1986)-  31 45 45.     (N)    094 20 28.     (W)     SCALED    
 BY0147* NAVD 88     -       107.50   (+/-2cm)     352.7    (feet)  VERTCON   
 BY0147  ___________________________________________________________________
 BY0147  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY0147
 BY0147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0147
 BY0147.The horizontal coordinates were scaled from a topographic map and have
 BY0147.an estimated accuracy of +/- 6 seconds.
 BY0147
 BY0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0147.The vertical order pertains to the NGVD 29 superseded value.
 BY0147
 BY0147.The geoid height was determined by GEOID03.
 BY0147
 BY0147;                    North         East    Units  Estimated Accuracy
 BY0147;SPC TX C     - 3,247,630.    1,267,390.      MT  (+/- 180 meters Scaled)
 BY0147
 BY0147                          SUPERSEDED SURVEY CONTROL
 BY0147
 BY0147  NGVD 29 (??/??/92)  107.519  (m)          352.75   (f) ADJ UNCH    2 0
 BY0147
 BY0147.Superseded values are not recommended for survey control.
 BY0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0147.See file dsdata.txt to determine how the superseded data were derived.
 BY0147
 BY0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR729148(NAD 83)
 BY0147_MARKER: DB = BENCH MARK DISK
 BY0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0147_STAMPING: Z 485 1949
 BY0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0147+STABILITY: SURFACE MOTION
 BY0147
 BY0147  HISTORY     - Date     Condition        Report By
 BY0147  HISTORY     - 1949     MONUMENTED       CGS
 BY0147  HISTORY     - 1956     GOOD             USGS
 BY0147
 BY0147                          STATION DESCRIPTION
 BY0147
 BY0147'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BY0147'IN ARCADIA.
 BY0147'AT ARCADIA, 315 FEET SOUTH SOUTHWEST OF THE CENTER LINE OF FARM ROAD
 BY0147'NO. 138, 177 FT. WEST OF THE CENTER LINE OF THE GRADED ROAD, 32.6 FEET
 BY0147'SOUTH OF THE SOUTH CORNER OF THE MISSIONARY BAPTIST CHURCH, 38 FEET
 BY0147'WEST OF A CEDAR TREE IN A FENCE LINE, 1 FOOT SOUTH OF A FENCE, A
 BY0147'STANDARD DISK STAMPED Z 485 1949 SET IN THE TOP OF A CONCRETE POST
 BY0147'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0845 ***********************************************************************
 BY0845  DESIGNATION -  Z 486
 BY0845  PID         -  BY0845
 BY0845  STATE/COUNTY-  TX/ANGELINA
 BY0845  USGS QUAD   -  DIBOLL (1980)
 BY0845
 BY0845                         *CURRENT SURVEY CONTROL
 BY0845  ___________________________________________________________________
 BY0845* NAD 83(1986)-  31 13 45.     (N)    094 45 22.     (W)     SCALED    
 BY0845* NAVD 88     -        84.55   (+/-2cm)     277.4    (feet)  VERTCON   
 BY0845  ___________________________________________________________________
 BY0845  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0845
 BY0845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0845
 BY0845.This mark is at Angelina Co (LFK) Airport (LFK)
 BY0845
 BY0845.The horizontal coordinates were scaled from a topographic map and have
 BY0845.an estimated accuracy of +/- 6 seconds.
 BY0845
 BY0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0845.The vertical order pertains to the NGVD 29 superseded value.
 BY0845
 BY0845.The geoid height was determined by GEOID03.
 BY0845
 BY0845;                    North         East    Units  Estimated Accuracy
 BY0845;SPC TX C     - 3,186,530.    1,231,090.      MT  (+/- 180 meters Scaled)
 BY0845
 BY0845                          SUPERSEDED SURVEY CONTROL
 BY0845
 BY0845  NGVD 29 (??/??/92)   84.593  (m)          277.54   (f) ADJ UNCH    2 0
 BY0845
 BY0845.Superseded values are not recommended for survey control.
 BY0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0845.See file dsdata.txt to determine how the superseded data were derived.
 BY0845
 BY0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ327563(NAD 83)
 BY0845_MARKER: DB = BENCH MARK DISK
 BY0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0845_STAMPING: Z 486 1949
 BY0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0845+STABILITY: SURFACE MOTION
 BY0845
 BY0845  HISTORY     - Date     Condition        Report By
 BY0845  HISTORY     - 1949     MONUMENTED       CGS
 BY0845  HISTORY     - 1971     GOOD             NGS
 BY0845  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0845
 BY0845                          STATION DESCRIPTION
 BY0845
 BY0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0845'0.9 MI NE FROM BURKE.
 BY0845'0.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0845'ORLEANS RAILROAD STATION AT BURKE, AT THE SOUTHWEST CORNER OF THE
 BY0845'ANGELINA COUNTY AIRPORT, 24.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BY0845'ROAD, 19.5 FEET NORTHWEST OF A FENCE CORNER POST, 19.0 FEET NORTHEAST
 BY0845'OF THE CENTER LINE OF A T ROAD LEADING SOUTHEAST, 19.0 FEET SOUTHEAST
 BY0845'OF THE EAST CORNER OF A CATTLE GUARD, 2.8 FEET NORTHEAST OF A FENCE,
 BY0845'2.0 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0845'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 BY0845
 BY0845                          STATION RECOVERY (1971)
 BY0845
 BY0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BY0845'RECOVERED IN GOOD CONDITION.
 BY0845
 BY0845                          STATION RECOVERY (1998)
 BY0845
 BY0845'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1099 ***********************************************************************
 BY1099  DESIGNATION -  Z 487
 BY1099  PID         -  BY1099
 BY1099  STATE/COUNTY-  TX/NACOGDOCHES
 BY1099  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1099
 BY1099                         *CURRENT SURVEY CONTROL
 BY1099  ___________________________________________________________________
 BY1099* NAD 83(1986)-  31 39 04.     (N)    094 39 47.     (W)     SCALED    
 BY1099* NAVD 88     -       110.022  (meters)     360.96   (feet)  ADJUSTED  
 BY1099  ___________________________________________________________________
 BY1099  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY1099  DYNAMIC HT  -         109.886 (meters)     360.52  (feet)  COMP
 BY1099  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 BY1099
 BY1099  VERT ORDER  -  FIRST     CLASS II
 BY1099
 BY1099.The horizontal coordinates were scaled from a topographic map and have
 BY1099.an estimated accuracy of +/- 6 seconds.
 BY1099
 BY1099.The orthometric height was determined by differential leveling
 BY1099.and adjusted by the National Geodetic Survey in June 1991..
 BY1099.WARNING-Repeat measurements at this control monument indicate possible
 BY1099.vertical movement.
 BY1099
 BY1099.The geoid height was determined by GEOID03.
 BY1099
 BY1099.The dynamic height is computed by dividing the NAVD 88
 BY1099.geopotential number by the normal gravity value computed on the
 BY1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1099.degrees latitude (g = 980.6199 gals.).
 BY1099
 BY1099.The modeled gravity was interpolated from observed gravity values.
 BY1099
 BY1099;                    North         East    Units  Estimated Accuracy
 BY1099;SPC TX C     - 3,233,700.    1,237,560.      MT  (+/- 180 meters Scaled)
 BY1099
 BY1099                          SUPERSEDED SURVEY CONTROL
 BY1099
 BY1099  NGVD 29 (??/??/92)  110.084  (m)          361.17   (f) ADJ UNCH    1 2
 BY1099
 BY1099.Superseded values are not recommended for survey control.
 BY1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1099.See file dsdata.txt to determine how the superseded data were derived.
 BY1099
 BY1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR423029(NAD 83)
 BY1099_MARKER: DB = BENCH MARK DISK
 BY1099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1099_SP_SET: CULVERT
 BY1099_STAMPING: Z 487 1949
 BY1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1099
 BY1099  HISTORY     - Date     Condition        Report By
 BY1099  HISTORY     - 1949     MONUMENTED       CGS
 BY1099  HISTORY     - 1952     GOOD             NGS
 BY1099  HISTORY     - 1979     GOOD             NGS
 BY1099  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY1099
 BY1099                          STATION DESCRIPTION
 BY1099
 BY1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1099'3.3 MI N FROM NACOGDOCHES.
 BY1099'3.3 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1099'STATION AT NACOGDOCHES, 0.5 MILE NORTH OF MILEPOST 141, 23 RAILS NORTH
 BY1099'OF BONITA JUNCTION, 9.5 FEET EAST OF THE EAST RAIL OF THE TRACK, 1.0
 BY1099'FOOT SOUTH OF THE NORTH END OF AND SET IN THE TOP OF THE EAST CONCRETE
 BY1099'HEADWALL OF A 36-INCH CONCRETE TILE CULVERT (141 C), AND 2.0 FEET
 BY1099'BELOW TRACK LEVEL.
 BY1099
 BY1099                          STATION RECOVERY (1952)
 BY1099
 BY1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BY1099'RECOVERED IN GOOD CONDITION.
 BY1099
 BY1099                          STATION RECOVERY (1979)
 BY1099
 BY1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1099'3.3 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 BY1099'IN NACOGDOCHES, ALSO 0.4 MILE WEST ALONG TEXAS 224 LOOP FROM THE
 BY1099'JUNCTION OF U.S. HIGHWAY 59, THENCE 0.1 MILE SOUTH DOWN AN EMBANKMENT
 BY1099'AND ALONG THE TRACKS, 0.5 MILE NORTH OF MILEPOST 141, 23 RAILS NORTH
 BY1099'OF BONITA JUNCTION, 9.5 FT. EAST OF THE EAST RAIL, 1.0 FT. SOUTH OF
 BY1099'THE NORTH END OF THE EAST CONCRETE HEADWALL OF A 36-INCH CONCRETE TILE
 BY1099'CULVERT NUMBERED 141-C.
 BY1099'THE MARK IS 2 FT BELOW THE TRACKS.
 BY1099
 BY1099                          STATION RECOVERY (1990)
 BY1099
 BY1099'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 BY1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0926 ***********************************************************************
 BY0926  DESIGNATION -  Z 489
 BY0926  PID         -  BY0926
 BY0926  STATE/COUNTY-  TX/ANGELINA
 BY0926  USGS QUAD   -  MANNING (1980)
 BY0926
 BY0926                         *CURRENT SURVEY CONTROL
 BY0926  ___________________________________________________________________
 BY0926* NAD 83(1986)-  31 10 48.     (N)    094 32 40.     (W)     SCALED    
 BY0926* NAVD 88     -        67.83   (+/-2cm)     222.5    (feet)  VERTCON   
 BY0926  ___________________________________________________________________
 BY0926  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BY0926
 BY0926  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0926
 BY0926.The horizontal coordinates were scaled from a topographic map and have
 BY0926.an estimated accuracy of +/- 6 seconds.
 BY0926
 BY0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0926.The vertical order pertains to the NGVD 29 superseded value.
 BY0926
 BY0926.The geoid height was determined by GEOID03.
 BY0926
 BY0926;                    North         East    Units  Estimated Accuracy
 BY0926;SPC TX C     - 3,182,110.    1,251,510.      MT  (+/- 180 meters Scaled)
 BY0926
 BY0926                          SUPERSEDED SURVEY CONTROL
 BY0926
 BY0926  NGVD 29 (??/??/92)   67.862  (m)          222.64   (f) ADJ UNCH    2 0
 BY0926
 BY0926.Superseded values are not recommended for survey control.
 BY0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0926.See file dsdata.txt to determine how the superseded data were derived.
 BY0926
 BY0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ528505(NAD 83)
 BY0926_MARKER: DB = BENCH MARK DISK
 BY0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0926_STAMPING: Z 489 1949
 BY0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0926+STABILITY: SURFACE MOTION
 BY0926
 BY0926  HISTORY     - Date     Condition        Report By
 BY0926  HISTORY     - 1949     MONUMENTED       CGS
 BY0926
 BY0926                          STATION DESCRIPTION
 BY0926
 BY0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0926'IN SHAWNEE PRAIRIE.
 BY0926'AT SHAWNEE PRAIRIE, 122.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM
 BY0926'THE NORTHWEST CORNER OF THE M.M. FLOURNAY STORE, 99.0 FEET EAST OF THE
 BY0926'SOUTHEAST CORNER OF THE SHAWNEE PRAIRIE ELEMENTARY SCHOOL, 40.0 FEET
 BY0926'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 25.0 FEET NORTH OF THE
 BY0926'EXTENDED CENTER LINE OF A ROAD LEADING EAST, 6.0 FEET NORTHWEST OF A
 BY0926'POWER POLE BEARING A TRANSFORMER, 1.7 FEET SOUTH OF A REFERENCE POST,
 BY0926'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY0926'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0927 ***********************************************************************
 BY0927  DESIGNATION -  Z 489 RESET 1963
 BY0927  PID         -  BY0927
 BY0927  STATE/COUNTY-  TX/ANGELINA
 BY0927  USGS QUAD   -  MANNING (1980)
 BY0927
 BY0927                         *CURRENT SURVEY CONTROL
 BY0927  ___________________________________________________________________
 BY0927* NAD 83(1986)-  31 10 48.     (N)    094 32 40.     (W)     SCALED    
 BY0927* NAVD 88     -        67.83   (+/-2cm)     222.5    (feet)  VERTCON   
 BY0927  ___________________________________________________________________
 BY0927  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BY0927
 BY0927  VERT ORDER  -  THIRD (See Below)
 BY0927
 BY0927.The horizontal coordinates were scaled from a topographic map and have
 BY0927.an estimated accuracy of +/- 6 seconds.
 BY0927
 BY0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0927.The vertical order pertains to the NGVD 29 superseded value.
 BY0927
 BY0927.The geoid height was determined by GEOID03.
 BY0927
 BY0927;                    North         East    Units  Estimated Accuracy
 BY0927;SPC TX C     - 3,182,110.    1,251,510.      MT  (+/- 180 meters Scaled)
 BY0927
 BY0927                          SUPERSEDED SURVEY CONTROL
 BY0927
 BY0927  NGVD 29 (01/29/03)   67.86   (m)          222.6    (f) RESET       3  
 BY0927
 BY0927.Superseded values are not recommended for survey control.
 BY0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0927.See file dsdata.txt to determine how the superseded data were derived.
 BY0927
 BY0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ528505(NAD 83)
 BY0927_MARKER: DB = BENCH MARK DISK
 BY0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0927_STAMPING: Z 489 RESET 1963
 BY0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0927+STABILITY: SURFACE MOTION
 BY0927
 BY0927  HISTORY     - Date     Condition        Report By
 BY0927  HISTORY     - 1963     MONUMENTED       CGS
 BY0927  HISTORY     - 1964     GOOD             NGS
 BY0927
 BY0927                          STATION DESCRIPTION
 BY0927
 BY0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BY0927'IN SHAWNEE PRAIRIE.
 BY0927'AT SHAWNEE PRAIRIE, 153.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM
 BY0927'THE NORTHWEST CORNER OF THE M. M. FLOURNOY STORE, 223 FEET NORTHEAST
 BY0927'OF NORTHEAST CORNER OF SHAWNEE PRAIRIE CHURCH, 44 FEET WEST OF THE
 BY0927'CENTERLINE OF F.M. HIGHWAY 844, 75.5 FEET LEFT OF STATION 387 + 40 OF
 BY0927'THE CENTER LINE OF F. M. HIGHWAY 1818, 5 FEET SOUTHEAST OF A POWER
 BY0927'POLE BEARING A TRANSFORMER, AND SET IN THE TOP OF A CONCRETE POST
 BY0927'PROJECTING 0.5 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED Z 489
 BY0927'RESET 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0483 ***********************************************************************
 BY0483  DESIGNATION -  Z 490
 BY0483  PID         -  BY0483
 BY0483  STATE/COUNTY-  TX/ANGELINA
 BY0483  USGS QUAD   -  HUNTINGTON (1980)
 BY0483
 BY0483                         *CURRENT SURVEY CONTROL
 BY0483  ___________________________________________________________________
 BY0483* NAD 83(1986)-  31 20 42.     (N)    094 30 11.     (W)     SCALED    
 BY0483* NAVD 88     -        58.38   (+/-2cm)     191.5    (feet)  VERTCON   
 BY0483  ___________________________________________________________________
 BY0483  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BY0483
 BY0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0483
 BY0483.The horizontal coordinates were scaled from a topographic map and have
 BY0483.an estimated accuracy of +/- 6 seconds.
 BY0483
 BY0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0483.The vertical order pertains to the NGVD 29 superseded value.
 BY0483
 BY0483.The geoid height was determined by GEOID03.
 BY0483
 BY0483;                    North         East    Units  Estimated Accuracy
 BY0483;SPC TX C     - 3,200,590.    1,254,490.      MT  (+/- 180 meters Scaled)
 BY0483
 BY0483                          SUPERSEDED SURVEY CONTROL
 BY0483
 BY0483  NGVD 29 (??/??/92)   58.430  (m)          191.70   (f) ADJ UNCH    2 0
 BY0483
 BY0483.Superseded values are not recommended for survey control.
 BY0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0483.See file dsdata.txt to determine how the superseded data were derived.
 BY0483
 BY0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ570688(NAD 83)
 BY0483_MARKER: DB = BENCH MARK DISK
 BY0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0483_STAMPING: Z 490 1949
 BY0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0483+STABILITY: SURFACE MOTION
 BY0483
 BY0483  HISTORY     - Date     Condition        Report By
 BY0483  HISTORY     - 1949     MONUMENTED       CGS
 BY0483
 BY0483                          STATION DESCRIPTION
 BY0483
 BY0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0483'3.5 MI S FROM EWING.
 BY0483'1.2 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY0483'RAILROAD WATER TANK AT EWING, THENCE 1.95 MILES SOUTH ALONG A DIRT
 BY0483'ROAD, THENCE 0.35 MILE SOUTHEAST ALONG AN ABANDONED C.C.C. ROAD, 0.7
 BY0483'MILE NORTHWEST OF AN ABANDONED BRIDGE OVER ODELL CREEK, 33 FEET
 BY0483'NORTHEAST OF THE CENTER LINE OF THE ROAD, 9.5 FEET SOUTHEAST OF A 16
 BY0483'INCH BEECH TREE, 1.7 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 BY0483'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0593 ***********************************************************************
 BY0593  DESIGNATION -  Z 491
 BY0593  PID         -  BY0593
 BY0593  STATE/COUNTY-  TX/ANGELINA
 BY0593  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0593
 BY0593                         *CURRENT SURVEY CONTROL
 BY0593  ___________________________________________________________________
 BY0593* NAD 83(1986)-  31 05 28.     (N)    094 21 47.     (W)     SCALED    
 BY0593* NAVD 88     -        53.64   (+/-2cm)     176.0    (feet)  VERTCON   
 BY0593  ___________________________________________________________________
 BY0593  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BY0593
 BY0593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0593
 BY0593.The horizontal coordinates were scaled from a topographic map and have
 BY0593.an estimated accuracy of +/- 6 seconds.
 BY0593
 BY0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0593.The vertical order pertains to the NGVD 29 superseded value.
 BY0593
 BY0593.The geoid height was determined by GEOID03.
 BY0593
 BY0593;                    North         East    Units  Estimated Accuracy
 BY0593;SPC TX C     - 3,173,190.    1,269,300.      MT  (+/- 180 meters Scaled)
 BY0593
 BY0593                          SUPERSEDED SURVEY CONTROL
 BY0593
 BY0593  NGVD 29 (??/??/92)   53.654  (m)          176.03   (f) ADJ UNCH    2 0
 BY0593
 BY0593.Superseded values are not recommended for survey control.
 BY0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0593.See file dsdata.txt to determine how the superseded data were derived.
 BY0593
 BY0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ699404(NAD 83)
 BY0593_MARKER: DB = BENCH MARK DISK
 BY0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0593_STAMPING: Z 491 1949
 BY0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0593+STABILITY: SURFACE MOTION
 BY0593
 BY0593  HISTORY     - Date     Condition        Report By
 BY0593  HISTORY     - 1949     MONUMENTED       CGS
 BY0593
 BY0593                          STATION DESCRIPTION
 BY0593
 BY0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0593'10.15 MI E FROM ZAVALLA.
 BY0593'5.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0593'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.3 MILES EAST
 BY0593'ALONG A GRADED DIRT ROAD, THENCE 0.65 MILE NORTHWEST ALONG A DIRT
 BY0593'ROAD, THENCE 3.2 MILES EAST ALONG THE ANGELINA NATIONAL FOREST ROAD
 BY0593'302, 0.3 MILE WEST OF A WOODEN BRIDGE OVER OIL WELL CREEK, 126.0 FEET
 BY0593'EAST OF THE SOUTH END OF A 2.0 FOOT CONCRETE TUBE CULVERT, 29.0 FEET
 BY0593'SOUTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A REFERENCE
 BY0593'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 BY0593'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0577 ***********************************************************************
 BY0577  DESIGNATION -  Z 492
 BY0577  PID         -  BY0577
 BY0577  STATE/COUNTY-  TX/ANGELINA
 BY0577  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0577
 BY0577                         *CURRENT SURVEY CONTROL
 BY0577  ___________________________________________________________________
 BY0577* NAD 83(1986)-  31 04 23.     (N)    094 16 07.     (W)     SCALED    
 BY0577* NAVD 88     -        87.74   (+/-2cm)     287.9    (feet)  VERTCON   
 BY0577  ___________________________________________________________________
 BY0577  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BY0577
 BY0577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0577
 BY0577.The horizontal coordinates were scaled from a topographic map and have
 BY0577.an estimated accuracy of +/- 6 seconds.
 BY0577
 BY0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0577.The vertical order pertains to the NGVD 29 superseded value.
 BY0577
 BY0577.The geoid height was determined by GEOID03.
 BY0577
 BY0577;                    North         East    Units  Estimated Accuracy
 BY0577;SPC TX C     - 3,171,680.    1,278,410.      MT  (+/- 180 meters Scaled)
 BY0577
 BY0577                          SUPERSEDED SURVEY CONTROL
 BY0577
 BY0577  NGVD 29 (??/??/92)   87.757  (m)          287.92   (f) ADJ UNCH    2 0
 BY0577
 BY0577.Superseded values are not recommended for survey control.
 BY0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0577.See file dsdata.txt to determine how the superseded data were derived.
 BY0577
 BY0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ789383(NAD 83)
 BY0577_MARKER: DB = BENCH MARK DISK
 BY0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0577_STAMPING: Z 492 1949
 BY0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0577+STABILITY: SURFACE MOTION
 BY0577
 BY0577  HISTORY     - Date     Condition        Report By
 BY0577  HISTORY     - 1949     MONUMENTED       CGS
 BY0577  HISTORY     - 20040317 POOR             INDIV
 BY0577
 BY0577                          STATION DESCRIPTION
 BY0577
 BY0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0577'15.10 MI S FROM ZAVALLA.
 BY0577'11.25 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0577'RAILROAD STATION AT ZAVALLA, THENCE 3.85 MILES SOUTH ALONG ANGELINA
 BY0577'NATIONAL FOREST ROAD 313B, AT THE Y JUNCTION OF ANGELINA NATIONAL
 BY0577'FOREST ROADS 313B, 30.0 FEET EAST OF THE CENTER LINE OF ANGELINA
 BY0577'NATIONAL FOREST ROAD 313B (SPUR), 21.0 FEET SOUTHWEST OF THE CENTER
 BY0577'LINE OF ANGELINA NATIONAL FOREST ROAD 313B LEADING SOUTHEAST, 1.5 FEET
 BY0577'NORTHWEST OF A FOREST SERVICE ROAD SIGN, 1.5 FEET NORTH OF A REFERENCE
 BY0577'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 BY0577'THE GROUND.
 BY0577
 BY0577                          STATION RECOVERY (2004)
 BY0577
 BY0577'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEW)
 BY0577'HIGHWAY 63 HAS MOVED. THE MARK IS NOW 1.7 MILES SOUTH OF HIGHWAY 63 ON
 BY0577'FOREST ROAD 313B. THE MARK IS LEANING 45 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0378 ***********************************************************************
 BY0378  DESIGNATION -  Z 493
 BY0378  PID         -  BY0378
 BY0378  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0378  USGS QUAD   -  HARVEY CREEK (1984)
 BY0378
 BY0378                         *CURRENT SURVEY CONTROL
 BY0378  ___________________________________________________________________
 BY0378* NAD 83(1986)-  31 21 54.     (N)    094 13 40.     (W)     SCALED    
 BY0378* NAVD 88     -       101.55   (+/-2cm)     333.2    (feet)  VERTCON   
 BY0378  ___________________________________________________________________
 BY0378  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BY0378
 BY0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0378
 BY0378.The horizontal coordinates were scaled from a topographic map and have
 BY0378.an estimated accuracy of +/- 6 seconds.
 BY0378
 BY0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0378.The vertical order pertains to the NGVD 29 superseded value.
 BY0378
 BY0378.The geoid height was determined by GEOID03.
 BY0378
 BY0378;                    North         East    Units  Estimated Accuracy
 BY0378;SPC TX C     - 3,204,210.    1,280,530.      MT  (+/- 180 meters Scaled)
 BY0378
 BY0378                          SUPERSEDED SURVEY CONTROL
 BY0378
 BY0378  NGVD 29 (??/??/92)  101.574  (m)          333.25   (f) ADJ UNCH    2 0
 BY0378
 BY0378.Superseded values are not recommended for survey control.
 BY0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0378.See file dsdata.txt to determine how the superseded data were derived.
 BY0378
 BY0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ832707(NAD 83)
 BY0378_MARKER: DB = BENCH MARK DISK
 BY0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0378_STAMPING: Z 493 1949
 BY0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0378+STABILITY: SURFACE MOTION
 BY0378
 BY0378  HISTORY     - Date     Condition        Report By
 BY0378  HISTORY     - 1949     MONUMENTED       CGS
 BY0378  HISTORY     - 1968     GOOD             NGS
 BY0378
 BY0378                          STATION DESCRIPTION
 BY0378
 BY0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0378'4.6 MI NE FROM BROADDUS.
 BY0378'ABOUT 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE
 BY0378'AT BROADDUS TO SITE OF MARK.  0.2 MILE SOUTHWEST OF A JUNCTION WITH
 BY0378'ANGELINA NATIONAL FOREST ROAD 301, 58.0 FEET SOUTHEAST OF THE CENTER
 BY0378'LINE OF THE HIGHWAY, 9.0 FEET NORTHWEST OF A WOVEN WIRE FENCE, 5.0
 BY0378'FEET WEST OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE ON ITS
 BY0378'NORTHWEST SIDE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 BY0378'FOOT ABOVE THE SURFACE OF GROUND.  NOTE-- EXCEPT THE WOODEN WITNESS
 BY0378'POST HAD ROTTED AWAY.  A METAL WITNESS POST WAS SET 6 INCHES SOUTH OF
 BY0378'THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2796 ***********************************************************************
 BY2796  DESIGNATION -  Z 493 RESET
 BY2796  PID         -  BY2796
 BY2796  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2796  USGS QUAD   -  HARVEY CREEK (1984)
 BY2796
 BY2796                         *CURRENT SURVEY CONTROL
 BY2796  ___________________________________________________________________
 BY2796* NAD 83(1986)-  31 21 54.     (N)    094 13 40.     (W)     SCALED    
 BY2796* NAVD 88     -       101.28   (+/-2cm)     332.3    (feet)  VERTCON   
 BY2796  ___________________________________________________________________
 BY2796  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BY2796
 BY2796  VERT ORDER  -  THIRD (See Below)
 BY2796
 BY2796.The horizontal coordinates were scaled from a topographic map and have
 BY2796.an estimated accuracy of +/- 6 seconds.
 BY2796
 BY2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2796.The vertical order pertains to the NGVD 29 superseded value.
 BY2796
 BY2796.The geoid height was determined by GEOID03.
 BY2796
 BY2796;                    North         East    Units  Estimated Accuracy
 BY2796;SPC TX C     - 3,204,210.    1,280,530.      MT  (+/- 180 meters Scaled)
 BY2796
 BY2796                          SUPERSEDED SURVEY CONTROL
 BY2796
 BY2796  NGVD 29 (01/29/03)  101.31   (m)          332.4    (f) RESET       3  
 BY2796
 BY2796.Superseded values are not recommended for survey control.
 BY2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2796.See file dsdata.txt to determine how the superseded data were derived.
 BY2796
 BY2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ832707(NAD 83)
 BY2796_MARKER: DV = VERTICAL CONTROL DISK
 BY2796_SETTING: 0 = UNSPECIFIED SETTING
 BY2796_SP_SET: UNSPECIFIED SHALLOW
 BY2796_STAMPING: Z 493 RESET 1981
 BY2796_MARK LOGO: NGS   
 BY2796_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2796
 BY2796  HISTORY     - Date     Condition        Report By
 BY2796  HISTORY     - 1981     MONUMENTED       NGS
 BY2796
 BY2796                          STATION DESCRIPTION
 BY2796
 BY2796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BY2796'4.6 MI (7.4 KM) NORTHEAST ON STATE HIGHWAY 147 FROM THE BROADDUS POST
 BY2796'OFFICE, 78.1 FT (23.8 M) SOUTHEAST OF CENTERLINE OF ROAD, 21.0 FT
 BY2796'(6.4 M) NORTHWEST OF A FENCE ON THE EDGE OF THE ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0433 ***********************************************************************
 BY0433  DESIGNATION -  Z 494
 BY0433  PID         -  BY0433
 BY0433  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0433  USGS QUAD   -  HARVEY CREEK (1984)
 BY0433
 BY0433                         *CURRENT SURVEY CONTROL
 BY0433  ___________________________________________________________________
 BY0433* NAD 83(1986)-  31 17 02.     (N)    094 08 08.     (W)     SCALED    
 BY0433* NAVD 88     -        65.48   (+/-2cm)     214.8    (feet)  VERTCON   
 BY0433  ___________________________________________________________________
 BY0433  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BY0433
 BY0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0433
 BY0433.The horizontal coordinates were scaled from a topographic map and have
 BY0433.an estimated accuracy of +/- 6 seconds.
 BY0433
 BY0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0433.The vertical order pertains to the NGVD 29 superseded value.
 BY0433
 BY0433.The geoid height was determined by GEOID03.
 BY0433
 BY0433;                    North         East    Units  Estimated Accuracy
 BY0433;SPC TX C     - 3,195,710.    1,289,790.      MT  (+/- 180 meters Scaled)
 BY0433
 BY0433                          SUPERSEDED SURVEY CONTROL
 BY0433
 BY0433  NGVD 29 (??/??/92)   65.497  (m)          214.88   (f) ADJ UNCH    2 0
 BY0433
 BY0433.Superseded values are not recommended for survey control.
 BY0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0433.See file dsdata.txt to determine how the superseded data were derived.
 BY0433
 BY0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ919616(NAD 83)
 BY0433_MARKER: DB = BENCH MARK DISK
 BY0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0433_STAMPING: Z 494 1949
 BY0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0433+STABILITY: SURFACE MOTION
 BY0433
 BY0433  HISTORY     - Date     Condition        Report By
 BY0433  HISTORY     - 1949     MONUMENTED       CGS
 BY0433  HISTORY     - 1952     GOOD             NGS
 BY0433
 BY0433                          STATION DESCRIPTION
 BY0433
 BY0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0433'18.3 MI SW FROM SAN AUGUSTINE.
 BY0433'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0433'SAN AUGUSTINE, THENCE 9.65 MILES SOUTH ALONG FARM ROAD 705, 118 FEET
 BY0433'SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 78 FEET NORTH OF THE
 BY0433'NORTH CORNER OF A FARMHOUSE, 20 FEET NORTHWEST OF A 16 INCH CEDAR
 BY0433'TREE, 1.2 FEET NORTHWEST OF A SMALL GARAGE, 1 FOOT NORTHEAST OF A
 BY0433'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BY0433'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0689 ***********************************************************************
 AY0689  DESIGNATION -  Z 495
 AY0689  PID         -  AY0689
 AY0689  STATE/COUNTY-  TX/BEXAR
 AY0689  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0689
 AY0689                         *CURRENT SURVEY CONTROL
 AY0689  ___________________________________________________________________
 AY0689* NAD 83(1986)-  29 27 03.     (N)    098 37 11.     (W)     SCALED    
 AY0689* NAVD 88     -       231.311  (meters)     758.89   (feet)  ADJUSTED  
 AY0689  ___________________________________________________________________
 AY0689  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AY0689  DYNAMIC HT  -         230.974 (meters)     757.79  (feet)  COMP
 AY0689  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY0689
 AY0689  VERT ORDER  -  FIRST     CLASS II
 AY0689
 AY0689.The horizontal coordinates were scaled from a topographic map and have
 AY0689.an estimated accuracy of +/- 6 seconds.
 AY0689
 AY0689.The orthometric height was determined by differential leveling
 AY0689.and adjusted by the National Geodetic Survey in June 1991..
 AY0689
 AY0689.The geoid height was determined by GEOID03.
 AY0689
 AY0689.The dynamic height is computed by dividing the NAVD 88
 AY0689.geopotential number by the normal gravity value computed on the
 AY0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0689.degrees latitude (g = 980.6199 gals.).
 AY0689
 AY0689.The modeled gravity was interpolated from observed gravity values.
 AY0689
 AY0689;                    North         East    Units  Estimated Accuracy
 AY0689;SPC TXSC     - 4,179,320.      636,890.      MT  (+/- 180 meters Scaled)
 AY0689
 AY0689                          SUPERSEDED SURVEY CONTROL
 AY0689
 AY0689  NGVD 29 (??/??/92)  231.195  (m)          758.51   (f) ADJ UNCH    1 2
 AY0689
 AY0689.Superseded values are not recommended for survey control.
 AY0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0689.See file dsdata.txt to determine how the superseded data were derived.
 AY0689
 AY0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT368579(NAD 83)
 AY0689_MARKER: DB = BENCH MARK DISK
 AY0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0689_STAMPING: Z 495 1952
 AY0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0689+STABILITY: SURFACE MOTION
 AY0689
 AY0689  HISTORY     - Date     Condition        Report By
 AY0689  HISTORY     - 1952     MONUMENTED       CGS
 AY0689  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0689  HISTORY     - 19950516 MARK NOT FOUND   USPSQD
 AY0689
 AY0689                          STATION DESCRIPTION
 AY0689
 AY0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0689'IN SAN ANTONIO.
 AY0689'AT SAN ANTONIO, 1.0 MILE WEST ALONG CULEBRA ROAD FROM ITS JUNCTION
 AY0689'WITH CALLAGHAN ROAD, AT THE ENTRANCE TO ALAMO DOWNS, 134 FEET NORTH OF
 AY0689'THE CENTER LINE OF CULEBRA ROAD, 33 FEET WEST OF THE CENTER LINE OF
 AY0689'THE ENTRANCE TO ALAMO DOWNS, 2 FEET SOUTHEAST OF A FENCE, 8 FEET NORTH
 AY0689'OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AY0689'FOOT ABOVE THE GROUND.
 AY0689
 AY0689                          STATION RECOVERY (1986)
 AY0689
 AY0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0689'MARK NOT FOUND.
 AY0689
 AY0689                          STATION RECOVERY (1995)
 AY0689
 AY0689'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0087 ***********************************************************************
 AY0087  DESIGNATION -  Z 497
 AY0087  PID         -  AY0087
 AY0087  STATE/COUNTY-  TX/BEXAR
 AY0087  USGS QUAD   -  LONGHORN (1992)
 AY0087
 AY0087                         *CURRENT SURVEY CONTROL
 AY0087  ___________________________________________________________________
 AY0087* NAD 83(1986)-  29 31 11.     (N)    098 26 17.     (W)     SCALED    
 AY0087* NAVD 88     -       229.946  (meters)     754.41   (feet)  POSTED    
 AY0087  ___________________________________________________________________
 AY0087  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AY0087  DYNAMIC HT  -         229.610 (meters)     753.31  (feet)  COMP
 AY0087  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AY0087
 AY0087  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0087
 AY0087.The horizontal coordinates were scaled from a topographic map and have
 AY0087.an estimated accuracy of +/- 6 seconds.
 AY0087
 AY0087.The orthometric height was determined by differential leveling
 AY0087.and adjusted by the National Geodetic Survey in 1992..
 AY0087.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0087.rate of 1.1 thru 2.0 mm/km.
 AY0087
 AY0087.The geoid height was determined by GEOID03.
 AY0087
 AY0087.The dynamic height is computed by dividing the NAVD 88
 AY0087.geopotential number by the normal gravity value computed on the
 AY0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0087.degrees latitude (g = 980.6199 gals.).
 AY0087
 AY0087.The modeled gravity was interpolated from observed gravity values.
 AY0087
 AY0087;                    North         East    Units  Estimated Accuracy
 AY0087;SPC TXSC     - 4,187,030.      654,470.      MT  (+/- 180 meters Scaled)
 AY0087
 AY0087                          SUPERSEDED SURVEY CONTROL
 AY0087
 AY0087  NGVD 29 (??/??/92)  229.818  (m)          753.99   (f) ADJ UNCH    1 2
 AY0087
 AY0087.Superseded values are not recommended for survey control.
 AY0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0087.See file dsdata.txt to determine how the superseded data were derived.
 AY0087
 AY0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT544657(NAD 83)
 AY0087_MARKER: DB = BENCH MARK DISK
 AY0087_SETTING: 66 = SET IN ROCK OUTCROP
 AY0087_SP_SET: LIMESTONE ROCK
 AY0087_STAMPING: Z 497 1953
 AY0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0087+STABILITY: POSITION/ELEVATION WELL
 AY0087
 AY0087  HISTORY     - Date     Condition        Report By
 AY0087  HISTORY     - 1953     MONUMENTED       CGS
 AY0087  HISTORY     - 1967     GOOD             USGS
 AY0087  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0087  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0087  HISTORY     - 1989     GOOD             USPSQD
 AY0087  HISTORY     - 19990222 GOOD             USPSQD
 AY0087
 AY0087                          STATION DESCRIPTION
 AY0087
 AY0087'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0087'IN SAN ANTONIO.
 AY0087'AT SAN ANTONIO, BEXAR COUNTY, 0.3 MILE NORTH OF LOOP 410 AT THE
 AY0087'UNDERPASS OF HARRY WURZBACH ROAD.  IN THE BACK YARD OF 3126 VALLEY
 AY0087'VIEW.  FROM THE UNDERPASS OF NACOGDOCHES ROAD AT LOOP 410.  1.0 MILE
 AY0087'NE ALONG NACOGDOCHES ROAD, THENCE RIGHT, SOUTHEAST, ALONG FOREST OAK
 AY0087'0.35 MILE, THENCE LEFT, EAST, ABOUT 350 FEET TO 3126 VALLEY VIEW.  66
 AY0087'FEET SOUTH, 20 FEET WEST OF THE SOUTHEAST CORNER OF THE HOUSE, 59 FEET
 AY0087'NORTH OF AN OLD FENCE CORNER, 45 FEET NW OF A 23 INCH
 AY0087'TRIANGULAR-BLAZED OAK TREE, 29 FEET NE OF A 16 INCH TRIANGULAR-BLAZED
 AY0087'OAK TREE, IN THE TOP OF A LARGE FLAT LIMESTONE ROCK, AND ABOUT 1 INCH
 AY0087'BELOW THE GRASS.  A STANDARD DISK, STAMPED Z 497 1953.
 AY0087
 AY0087                          STATION RECOVERY (1987)
 AY0087
 AY0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0087'MARK NOT FOUND.
 AY0087
 AY0087                          STATION RECOVERY (1989)
 AY0087
 AY0087'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0087'MARK NOT FOUND.
 AY0087
 AY0087                          STATION RECOVERY (1989)
 AY0087
 AY0087'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0087'RECOVERED IN GOOD CONDITION.
 AY0087
 AY0087                          STATION RECOVERY (1999)
 AY0087
 AY0087'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0389 ***********************************************************************
 AY0389  DESIGNATION -  Z 498
 AY0389  PID         -  AY0389
 AY0389  STATE/COUNTY-  TX/BEXAR
 AY0389  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0389
 AY0389                         *CURRENT SURVEY CONTROL
 AY0389  ___________________________________________________________________
 AY0389* NAD 83(1986)-  29 26 10.     (N)    098 22 57.     (W)     SCALED    
 AY0389* NAVD 88     -       205.839  (meters)     675.32   (feet)  ADJUSTED  
 AY0389  ___________________________________________________________________
 AY0389  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AY0389  DYNAMIC HT  -         205.539 (meters)     674.34  (feet)  COMP
 AY0389  MODELED GRAV-     979,182.9   (mgal)                       NAVD 88
 AY0389
 AY0389  VERT ORDER  -  FIRST     CLASS II
 AY0389
 AY0389.The horizontal coordinates were scaled from a topographic map and have
 AY0389.an estimated accuracy of +/- 6 seconds.
 AY0389
 AY0389.The orthometric height was determined by differential leveling
 AY0389.and adjusted by the National Geodetic Survey in June 1991..
 AY0389
 AY0389.The geoid height was determined by GEOID03.
 AY0389
 AY0389.The dynamic height is computed by dividing the NAVD 88
 AY0389.geopotential number by the normal gravity value computed on the
 AY0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0389.degrees latitude (g = 980.6199 gals.).
 AY0389
 AY0389.The modeled gravity was interpolated from observed gravity values.
 AY0389
 AY0389;                    North         East    Units  Estimated Accuracy
 AY0389;SPC TXSC     - 4,177,790.      659,910.      MT  (+/- 180 meters Scaled)
 AY0389
 AY0389                          SUPERSEDED SURVEY CONTROL
 AY0389
 AY0389  NGVD 29 (??/??/92)  205.739  (m)          675.00   (f) ADJ UNCH    1 2
 AY0389
 AY0389.Superseded values are not recommended for survey control.
 AY0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0389.See file dsdata.txt to determine how the superseded data were derived.
 AY0389
 AY0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT598564(NAD 83)
 AY0389_MARKER: DB = BENCH MARK DISK
 AY0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0389_STAMPING: Z 498 1953
 AY0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0389+STABILITY: SURFACE MOTION
 AY0389
 AY0389  HISTORY     - Date     Condition        Report By
 AY0389  HISTORY     - 1953     MONUMENTED       CGS
 AY0389  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0389
 AY0389                          STATION DESCRIPTION
 AY0389
 AY0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0389'1.65 MI NE FROM SAN ANTONIO.
 AY0389'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 90 (EAST COMMERCE STREET) FROM
 AY0389'ITS INTERSECTION WITH LOOP 13 AT SAN ANTONIO, THENCE 0.15 MILE SOUTH
 AY0389'ALONG THE MAIN ENTRANCE ROAD TO THE MARTINDALE A.F. AIRPORT, 20 FEET
 AY0389'WEST OF THE CENTER LINE OF THE ROAD, 3.8 FEET SOUTHEAST OF A FENCE
 AY0389'CORNER, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY0389'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0389
 AY0389                          STATION RECOVERY (1995)
 AY0389
 AY0389'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0420 ***********************************************************************
 AY0420  DESIGNATION -  Z 499
 AY0420  PID         -  AY0420
 AY0420  STATE/COUNTY-  TX/BEXAR
 AY0420  USGS QUAD   -  SOUTHTON (1992)
 AY0420
 AY0420                         *CURRENT SURVEY CONTROL
 AY0420  ___________________________________________________________________
 AY0420* NAD 83(1986)-  29 19 23.     (N)    098 24 30.     (W)     SCALED    
 AY0420* NAVD 88     -       161.992  (meters)     531.47   (feet)  ADJUSTED  
 AY0420  ___________________________________________________________________
 AY0420  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY0420  DYNAMIC HT  -         161.757 (meters)     530.70  (feet)  COMP
 AY0420  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 AY0420
 AY0420  VERT ORDER  -  FIRST     CLASS II
 AY0420
 AY0420.The horizontal coordinates were scaled from a topographic map and have
 AY0420.an estimated accuracy of +/- 6 seconds.
 AY0420
 AY0420.The orthometric height was determined by differential leveling
 AY0420.and adjusted by the National Geodetic Survey in June 1991..
 AY0420
 AY0420.The geoid height was determined by GEOID03.
 AY0420
 AY0420.The dynamic height is computed by dividing the NAVD 88
 AY0420.geopotential number by the normal gravity value computed on the
 AY0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0420.degrees latitude (g = 980.6199 gals.).
 AY0420
 AY0420.The modeled gravity was interpolated from observed gravity values.
 AY0420
 AY0420;                    North         East    Units  Estimated Accuracy
 AY0420;SPC TXSC     - 4,165,250.      657,460.      MT  (+/- 180 meters Scaled)
 AY0420
 AY0420                          SUPERSEDED SURVEY CONTROL
 AY0420
 AY0420  NGVD 29 (??/??/92)  161.900  (m)          531.17   (f) ADJ UNCH    1 2
 AY0420
 AY0420.Superseded values are not recommended for survey control.
 AY0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0420.See file dsdata.txt to determine how the superseded data were derived.
 AY0420
 AY0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT574439(NAD 83)
 AY0420_MARKER: DB = BENCH MARK DISK
 AY0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0420_STAMPING: Z 499 1953
 AY0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0420+STABILITY: SURFACE MOTION
 AY0420
 AY0420  HISTORY     - Date     Condition        Report By
 AY0420  HISTORY     - 1953     MONUMENTED       CGS
 AY0420  HISTORY     - 19861117 MARK NOT FOUND   USGS
 AY0420  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY0420
 AY0420                          STATION DESCRIPTION
 AY0420
 AY0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0420'IN SAN ANTONIO.
 AY0420'AT SAN ANTONIO, 0.5 MILE NORTHWEST ALONG AN OILED ROAD FROM HIGHLAND
 AY0420'SCHOOL, 0.2 MILE NORTHWEST OF A BRIDGE OVER SALADO CREEK, 32 FEET
 AY0420'NORTHEAST OF THE CENTER LINE OF THE ROAD, 7 FEET NORTHEAST OF A FENCE,
 AY0420'2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY0420'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0420
 AY0420                          STATION RECOVERY (1986)
 AY0420
 AY0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0420'MARK NOT FOUND.
 AY0420
 AY0420                          STATION RECOVERY (1995)
 AY0420
 AY0420'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1311 ***********************************************************************
 AX1311  DESIGNATION -  Z 5
 AX1311  PID         -  AX1311
 AX1311  STATE/COUNTY-  TX/BASTROP
 AX1311  USGS QUAD   -  ROSANKY (1981)
 AX1311
 AX1311                         *CURRENT SURVEY CONTROL
 AX1311  ___________________________________________________________________
 AX1311* NAD 83(1986)-  29 56 18.     (N)    097 15 10.     (W)     SCALED    
 AX1311* NAVD 88     -       150.65   (+/-2cm)     494.3    (feet)  VERTCON   
 AX1311  ___________________________________________________________________
 AX1311  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX1311
 AX1311  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1311
 AX1311.The horizontal coordinates were scaled from a topographic map and have
 AX1311.an estimated accuracy of +/- 6 seconds.
 AX1311
 AX1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1311.The vertical order pertains to the NGVD 29 superseded value.
 AX1311
 AX1311.The geoid height was determined by GEOID03.
 AX1311
 AX1311;                    North         East    Units  Estimated Accuracy
 AX1311;SPC TX C     - 3,034,240.      997,390.      MT  (+/- 180 meters Scaled)
 AX1311
 AX1311                          SUPERSEDED SURVEY CONTROL
 AX1311
 AX1311  NGVD 29 (??/??/92)  150.595  (m)          494.08   (f) ADJ UNCH    1 2
 AX1311
 AX1311.Superseded values are not recommended for survey control.
 AX1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1311.See file dsdata.txt to determine how the superseded data were derived.
 AX1311
 AX1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU686132(NAD 83)
 AX1311_MARKER: Z = SEE DESCRIPTION
 AX1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1311_SP_SET: STONE
 AX1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1311+STABILITY: SURFACE MOTION
 AX1311
 AX1311  HISTORY     - Date     Condition        Report By
 AX1311  HISTORY     - UNK      MONUMENTED       CGS
 AX1311  HISTORY     - 1943     POOR             NGS
 AX1311
 AX1311                          STATION DESCRIPTION
 AX1311
 AX1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1311'2.7 MI E FROM ROSANKY.
 AX1311'2.7 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1311'STATION AT ROSANKY, ABOUT 750 FEET EAST OF MILEPOST 8, ABOUT 300 FEET
 AX1311'WEST OF A TRACK-ROAD CROSSING, 32 FEET SOUTH OF THE CENTERLINE OF THE
 AX1311'TRACK, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 AX1311'WITH THE TRACK.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE
 AX1311'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.  NOTE-- IT WAS REPORTED
 AX1311'IN JANUARY 1943 THAT THE POST WAS BADLY CHIPPED, BUT THE MARK WAS
 AX1311'STILL USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0740 ***********************************************************************
 BL0740  DESIGNATION -  Z 500
 BL0740  PID         -  BL0740
 BL0740  STATE/COUNTY-  TX/POLK
 BL0740  USGS QUAD   -  HORTENSE (1984)
 BL0740
 BL0740                         *CURRENT SURVEY CONTROL
 BL0740  ___________________________________________________________________
 BL0740* NAD 83(1986)-  30 50 37.     (N)    094 42 04.     (W)     SCALED    
 BL0740* NAVD 88     -        98.29   (+/-2cm)     322.5    (feet)  VERTCON   
 BL0740  ___________________________________________________________________
 BL0740  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL0740
 BL0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0740
 BL0740.The horizontal coordinates were scaled from a topographic map and have
 BL0740.an estimated accuracy of +/- 6 seconds.
 BL0740
 BL0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0740.The vertical order pertains to the NGVD 29 superseded value.
 BL0740
 BL0740.The geoid height was determined by GEOID03.
 BL0740
 BL0740;                    North         East    Units  Estimated Accuracy
 BL0740;SPC TX C     - 3,144,110.    1,238,490.      MT  (+/- 180 meters Scaled)
 BL0740
 BL0740                          SUPERSEDED SURVEY CONTROL
 BL0740
 BL0740  NGVD 29 (??/??/92)   98.291  (m)          322.48   (f) ADJ UNCH    2 0
 BL0740
 BL0740.Superseded values are not recommended for survey control.
 BL0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0740.See file dsdata.txt to determine how the superseded data were derived.
 BL0740
 BL0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ373135(NAD 83)
 BL0740_MARKER: DB = BENCH MARK DISK
 BL0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0740_STAMPING: Z 500 1949
 BL0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0740+STABILITY: SURFACE MOTION
 BL0740
 BL0740  HISTORY     - Date     Condition        Report By
 BL0740  HISTORY     - 1949     MONUMENTED       CGS
 BL0740
 BL0740                          STATION DESCRIPTION
 BL0740
 BL0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0740'6.4 MI SE FROM CAMDEN.
 BL0740'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0740'EXPRESS CO. OFFICE AT CAMDEN, THENCE 3.7 MILES SOUTH ALONG A DIRT
 BL0740'ROAD, AT A T-JUNCTION OF DIRT ROADS, 48.0 FEET EAST OF THE CENTER LINE
 BL0740'OF THE MAIN ROAD, 14.0 FEET NORTHEAST OF THE CENTER LINE OF A DIRT
 BL0740'ROAD LEADING SOUTHEAST, 46.0 FEET NORTHEAST OF THE SOUTHEAST END OF A
 BL0740'PIPE CULVERT UNDER THE MAIN ROAD, 5.2 FEET NORTH OF A 30-INCH OAK WITH
 BL0740'AN OLD HEART SHAPED BLAZE ON THE SOUTH SIDE OF THE TREE, 1.5 FEET
 BL0740'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0740'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.9
 BL0740'MILE SOUTH OF BENCH MARK A 501 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0713 ***********************************************************************
 BL0713  DESIGNATION -  Z 501
 BL0713  PID         -  BL0713
 BL0713  STATE/COUNTY-  TX/POLK
 BL0713  USGS QUAD   -  CAMDEN (1984)
 BL0713
 BL0713                         *CURRENT SURVEY CONTROL
 BL0713  ___________________________________________________________________
 BL0713* NAD 83(1986)-  30 56 43.     (N)    094 42 32.     (W)     SCALED    
 BL0713* NAVD 88     -        79.34   (+/-2cm)     260.3    (feet)  VERTCON   
 BL0713  ___________________________________________________________________
 BL0713  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0713
 BL0713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0713
 BL0713.The horizontal coordinates were scaled from a topographic map and have
 BL0713.an estimated accuracy of +/- 6 seconds.
 BL0713
 BL0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0713.The vertical order pertains to the NGVD 29 superseded value.
 BL0713
 BL0713.The geoid height was determined by GEOID03.
 BL0713
 BL0713;                    North         East    Units  Estimated Accuracy
 BL0713;SPC TX C     - 3,155,320.    1,237,170.      MT  (+/- 180 meters Scaled)
 BL0713
 BL0713                          SUPERSEDED SURVEY CONTROL
 BL0713
 BL0713  NGVD 29 (??/??/92)   79.357  (m)          260.36   (f) ADJ UNCH    2 0
 BL0713
 BL0713.Superseded values are not recommended for survey control.
 BL0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0713.See file dsdata.txt to determine how the superseded data were derived.
 BL0713
 BL0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ367247(NAD 83)
 BL0713_MARKER: DB = BENCH MARK DISK
 BL0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0713_STAMPING: Z 501 1949
 BL0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0713+STABILITY: SURFACE MOTION
 BL0713
 BL0713  HISTORY     - Date     Condition        Report By
 BL0713  HISTORY     - 1949     MONUMENTED       CGS
 BL0713  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0713
 BL0713                          STATION DESCRIPTION
 BL0713
 BL0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0713'2.8 MI NE FROM CAMDEN.
 BL0713'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY EXPRESS CO.
 BL0713'OFFICE AT CAMDEN, THENCE 2.7 MILES NORTHEAST ALONG A DIRT ROAD, AT A
 BL0713'Y-JUNCTION OF DIRT ROADS, 262.0 FEET WEST OF THE WEST END OF A WOODEN
 BL0713'BRIDGE ON THE EAST-WEST ROAD, 188.0 FEET WEST OF THE INTERSECTION OF
 BL0713'THE CENTER LINES OF THE TWO ROADS, 35.0 FEET SOUTH OF THE CENTER LINE
 BL0713'OF THE EAST-WEST ROAD, 9.6 FEET NORTHEAST OF A 6-INCH OAK WITH A
 BL0713'TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 1.2 FEET NORTHWEST OF
 BL0713'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0713'FOOT ABOVE THE GROUND.
 BL0713
 BL0713                          STATION RECOVERY (1997)
 BL0713
 BL0713'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0700 ***********************************************************************
 BL0700  DESIGNATION -  Z 502
 BL0700  PID         -  BL0700
 BL0700  STATE/COUNTY-  TX/POLK
 BL0700  USGS QUAD   -  CORRIGAN (1984)
 BL0700
 BL0700                         *CURRENT SURVEY CONTROL
 BL0700  ___________________________________________________________________
 BL0700* NAD 83(1986)-  30 55 09.     (N)    094 49 33.     (W)     SCALED    
 BL0700* NAVD 88     -       106.14   (+/-2cm)     348.2    (feet)  VERTCON   
 BL0700  ___________________________________________________________________
 BL0700  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0700
 BL0700  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0700
 BL0700.The horizontal coordinates were scaled from a topographic map and have
 BL0700.an estimated accuracy of +/- 6 seconds.
 BL0700
 BL0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0700.The vertical order pertains to the NGVD 29 superseded value.
 BL0700
 BL0700.The geoid height was determined by GEOID03.
 BL0700
 BL0700;                    North         East    Units  Estimated Accuracy
 BL0700;SPC TX C     - 3,151,870.    1,226,160.      MT  (+/- 180 meters Scaled)
 BL0700
 BL0700                          SUPERSEDED SURVEY CONTROL
 BL0700
 BL0700  NGVD 29 (??/??/92)  106.145  (m)          348.24   (f) ADJ UNCH    2 0
 BL0700
 BL0700.Superseded values are not recommended for survey control.
 BL0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0700.See file dsdata.txt to determine how the superseded data were derived.
 BL0700
 BL0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ255220(NAD 83)
 BL0700_MARKER: DB = BENCH MARK DISK
 BL0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0700_STAMPING: Z 502 1949
 BL0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0700+STABILITY: SURFACE MOTION
 BL0700
 BL0700  HISTORY     - Date     Condition        Report By
 BL0700  HISTORY     - 1949     MONUMENTED       CGS
 BL0700  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0700  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0700
 BL0700                          STATION DESCRIPTION
 BL0700
 BL0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0700'IN MOSCOW.
 BL0700'AT MOSCOW, 0.7 MILE NORTH ALONG U. S. HIGHWAY NO. 59 FROM THE JUNCTION
 BL0700'OF NO. 59 AND FARM ROAD NO. 62, 213.0 FEET SOUTHEAST OF THE
 BL0700'INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND A PAVED ROAD
 BL0700'LEADING WEST TO THE TOWN PROPER AND CONTINUING ON WEST TO THE TEXAS
 BL0700'AND NEW ORLEANS RAILWAY STATION, 0.6 MILE EASTERLY FROM THE STATION,
 BL0700'67.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET EAST OF A
 BL0700'CORNER FENCE POST, 2.0 FEET NORTH OF A FENCE, SET IN THE TOP OF A
 BL0700'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BL0700
 BL0700                          STATION RECOVERY (1977)
 BL0700
 BL0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0700'MARK NOT FOUND.
 BL0700
 BL0700                          STATION RECOVERY (1997)
 BL0700
 BL0700'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0938 ***********************************************************************
 BY0938  DESIGNATION -  Z 503
 BY0938  PID         -  BY0938
 BY0938  STATE/COUNTY-  TX/POLK
 BY0938  USGS QUAD   -  WOLF HILL (1980)
 BY0938
 BY0938                         *CURRENT SURVEY CONTROL
 BY0938  ___________________________________________________________________
 BY0938* NAD 83(1986)-  31 03 10.     (N)    094 33 37.     (W)     SCALED    
 BY0938* NAVD 88     -        38.41   (+/-2cm)     126.0    (feet)  VERTCON   
 BY0938  ___________________________________________________________________
 BY0938  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BY0938
 BY0938  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0938
 BY0938.The horizontal coordinates were scaled from a topographic map and have
 BY0938.an estimated accuracy of +/- 6 seconds.
 BY0938
 BY0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0938.The vertical order pertains to the NGVD 29 superseded value.
 BY0938
 BY0938.The geoid height was determined by GEOID03.
 BY0938
 BY0938;                    North         East    Units  Estimated Accuracy
 BY0938;SPC TX C     - 3,167,950.    1,250,740.      MT  (+/- 180 meters Scaled)
 BY0938
 BY0938                          SUPERSEDED SURVEY CONTROL
 BY0938
 BY0938  NGVD 29 (??/??/92)   38.439  (m)          126.11   (f) ADJ UNCH    2 0
 BY0938
 BY0938.Superseded values are not recommended for survey control.
 BY0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0938.See file dsdata.txt to determine how the superseded data were derived.
 BY0938
 BY0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ511364(NAD 83)
 BY0938_MARKER: DB = BENCH MARK DISK
 BY0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0938_STAMPING: Z 503 1949
 BY0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0938+STABILITY: SURFACE MOTION
 BY0938
 BY0938  HISTORY     - Date     Condition        Report By
 BY0938  HISTORY     - 1949     MONUMENTED       CGS
 BY0938
 BY0938                          STATION DESCRIPTION
 BY0938
 BY0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0938'11.5 MI N FROM CHESTER.
 BY0938'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BY0938'THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 6.25 MILES
 BY0938'NORTHEASTERLY ALONG A DIRT ROAD, THENCE 1.1 MILES NORTH ALONG THE
 BY0938'CARTER LUMBER TRAM, 0.2 MILE SOUTH OF THE TRESTLE OVER THE NECHES
 BY0938'RIVER, 16 1/2 RAILS NORTH OF THE FIRST WOODEN TRESTLE SOUTH OF THE
 BY0938'RIVER, 29.0 FEET NORTHEAST OF A 6-INCH GUM WITH A TRIANGULAR BLAZE ON
 BY0938'THE EAST SIDE OF THE TREE, 7.0 FEET EAST OF THE TOP OF THE EAST BANK
 BY0938'OF A CREEK, 25.2 FEET WEST OF THE WEST RAIL OF THE TRACK, 1.5 FEET
 BY0938'SOUTH OF A REFERENCE POST, ABOUT 5.0 FEET BELOW TRACK LEVEL, SET IN
 BY0938'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0750 ***********************************************************************
 BL0750  DESIGNATION -  Z 504
 BL0750  PID         -  BL0750
 BL0750  STATE/COUNTY-  TX/TYLER
 BL0750  USGS QUAD   -  CHESTER (1984)
 BL0750
 BL0750                         *CURRENT SURVEY CONTROL
 BL0750  ___________________________________________________________________
 BL0750* NAD 83(1986)-  30 53 22.     (N)    094 36 08.     (W)     SCALED    
 BL0750* NAVD 88     -        82.71   (+/-2cm)     271.4    (feet)  VERTCON   
 BL0750  ___________________________________________________________________
 BL0750  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL0750
 BL0750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0750
 BL0750.The horizontal coordinates were scaled from a topographic map and have
 BL0750.an estimated accuracy of +/- 6 seconds.
 BL0750
 BL0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0750.The vertical order pertains to the NGVD 29 superseded value.
 BL0750
 BL0750.The geoid height was determined by GEOID03.
 BL0750
 BL0750;                    North         East    Units  Estimated Accuracy
 BL0750;SPC TX C     - 3,149,660.    1,247,670.      MT  (+/- 180 meters Scaled)
 BL0750
 BL0750                          SUPERSEDED SURVEY CONTROL
 BL0750
 BL0750  NGVD 29 (??/??/92)   82.718  (m)          271.38   (f) ADJ UNCH    2 0
 BL0750
 BL0750.Superseded values are not recommended for survey control.
 BL0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0750.See file dsdata.txt to determine how the superseded data were derived.
 BL0750
 BL0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ468184(NAD 83)
 BL0750_MARKER: DB = BENCH MARK DISK
 BL0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0750_STAMPING: Z 504 1949
 BL0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0750+STABILITY: SURFACE MOTION
 BL0750
 BL0750  HISTORY     - Date     Condition        Report By
 BL0750  HISTORY     - 1949     MONUMENTED       CGS
 BL0750  HISTORY     - 1990     GOOD             USPSQD
 BL0750
 BL0750                          STATION DESCRIPTION
 BL0750
 BL0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0750'3.25 MI SW FROM CHESTER.
 BL0750'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0750'AT CHESTER, THENCE 1.95 MILES SOUTHWEST ALONG A DIRT ROAD, 0.1 MILE
 BL0750'NORTH OF A WOODEN BRIDGE, 74.0 FEET EAST OF THE CENTER LINE OF THE
 BL0750'ROAD, 71.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FARMHOUSE
 BL0750'OCCUPIED BY J. L. HOWELL, 12.5 FEET SOUTH OF A LONE 12-INCH PINE TREE,
 BL0750'ABOUT 1.0 FOOT ABOVE ROAD LEVEL, 1.0 FOOT WEST OF A FENCE, SET IN THE
 BL0750'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BL0750
 BL0750                          STATION RECOVERY (1990)
 BL0750
 BL0750'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0602 ***********************************************************************
 BY0602  DESIGNATION -  Z 505
 BY0602  PID         -  BY0602
 BY0602  STATE/COUNTY-  TX/TYLER
 BY0602  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0602
 BY0602                         *CURRENT SURVEY CONTROL
 BY0602  ___________________________________________________________________
 BY0602* NAD 83(1986)-  31 01 09.     (N)    094 20 59.     (W)     SCALED    
 BY0602* NAVD 88     -        46.63   (+/-2cm)     153.0    (feet)  VERTCON   
 BY0602  ___________________________________________________________________
 BY0602  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BY0602
 BY0602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0602
 BY0602.The horizontal coordinates were scaled from a topographic map and have
 BY0602.an estimated accuracy of +/- 6 seconds.
 BY0602
 BY0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0602.The vertical order pertains to the NGVD 29 superseded value.
 BY0602
 BY0602.The geoid height was determined by GEOID03.
 BY0602
 BY0602;                    North         East    Units  Estimated Accuracy
 BY0602;SPC TX C     - 3,165,290.    1,271,000.      MT  (+/- 180 meters Scaled)
 BY0602
 BY0602                          SUPERSEDED SURVEY CONTROL
 BY0602
 BY0602  NGVD 29 (??/??/92)   46.647  (m)          153.04   (f) ADJ UNCH    2 0
 BY0602
 BY0602.Superseded values are not recommended for survey control.
 BY0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0602.See file dsdata.txt to determine how the superseded data were derived.
 BY0602
 BY0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ711325(NAD 83)
 BY0602_MARKER: DB = BENCH MARK DISK
 BY0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0602_STAMPING: Z 505 1949
 BY0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0602+STABILITY: SURFACE MOTION
 BY0602
 BY0602  HISTORY     - Date     Condition        Report By
 BY0602  HISTORY     - 1949     MONUMENTED       CGS
 BY0602  HISTORY     - 1957     POOR             USGS
 BY0602
 BY0602                          STATION DESCRIPTION
 BY0602
 BY0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0602'2.1 MI NE FROM ROCKLAND.
 BY0602'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BY0602'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 0.7 MILE EAST ALONG A
 BY0602'DIRT ROAD, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 39 FEET
 BY0602'EAST OF THE CENTER LINE OF AN OLD ROAD LEADING SOUTH, 12 FEET SOUTH OF
 BY0602'AN 8 INCH TRIANGULAR BLAZED PINE TREE, 6 FEET NORTHWEST OF AN 8 INCH
 BY0602'TRIANGULAR BLAZED PINE TREE, 1.6 FEET SOUTHEAST OF A WITNESS POST, 18
 BY0602'FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0602'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE MONUMENT IS LEANING
 BY0602'NORTH ABOUT 20 TO 30 DEGREES.
 BY0602
 BY0602                          STATION RECOVERY (1957)
 BY0602
 BY0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BY0602'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0594 ***********************************************************************
 BL0594  DESIGNATION -  Z 506
 BL0594  PID         -  BL0594
 BL0594  STATE/COUNTY-  TX/POLK
 BL0594  USGS QUAD   -  HORTENSE (1984)
 BL0594
 BL0594                         *CURRENT SURVEY CONTROL
 BL0594  ___________________________________________________________________
 BL0594* NAD 83(1986)-  30 47 39.     (N)    094 39 01.     (W)     SCALED    
 BL0594* NAVD 88     -       112.96   (+/-2cm)     370.6    (feet)  VERTCON   
 BL0594  ___________________________________________________________________
 BL0594  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0594
 BL0594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0594
 BL0594.The horizontal coordinates were scaled from a topographic map and have
 BL0594.an estimated accuracy of +/- 6 seconds.
 BL0594
 BL0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0594.The vertical order pertains to the NGVD 29 superseded value.
 BL0594
 BL0594.The geoid height was determined by GEOID03.
 BL0594
 BL0594;                    North         East    Units  Estimated Accuracy
 BL0594;SPC TX C     - 3,138,880.    1,243,620.      MT  (+/- 180 meters Scaled)
 BL0594
 BL0594                          SUPERSEDED SURVEY CONTROL
 BL0594
 BL0594  NGVD 29 (??/??/92)  112.956  (m)          370.59   (f) ADJ UNCH    2 0
 BL0594
 BL0594.Superseded values are not recommended for survey control.
 BL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0594.See file dsdata.txt to determine how the superseded data were derived.
 BL0594
 BL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ421079(NAD 83)
 BL0594_MARKER: DB = BENCH MARK DISK
 BL0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0594_STAMPING: Z 506 1949
 BL0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0594+STABILITY: SURFACE MOTION
 BL0594
 BL0594  HISTORY     - Date     Condition        Report By
 BL0594  HISTORY     - 1949     MONUMENTED       CGS
 BL0594
 BL0594                          STATION DESCRIPTION
 BL0594
 BL0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0594'14.85 MI SW FROM CHESTER.
 BL0594'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0594'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.9
 BL0594'MILE EAST ALONG A DIRT ROAD, THENCE 3.7 MILES SOUTH ALONG A WOODS
 BL0594'ROAD, THENCE 0.7 MILE SOUTHEAST ALONG A DIRT ROAD, IN THE NORTHEAST
 BL0594'QUARTER OF THE CROSSING OF THE ROAD AND THE CARTER LUMBER TRAM, 50.0
 BL0594'FEET EAST OF THE EAST RAIL OF THE TRACK, 39.0 FEET NORTH OF THE CENTER
 BL0594'LINE OF THE ROAD, 25.3 FEET SOUTHEAST OF A FORKED PINE WITH A
 BL0594'TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, JUST SOUTHWEST OF A
 BL0594'SAWMILL, 1.5 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 BL0594'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0308 ***********************************************************************
 BY0308  DESIGNATION -  Z 508
 BY0308  PID         -  BY0308
 BY0308  STATE/COUNTY-  TX/NACOGDOCHES
 BY0308  USGS QUAD   -  ETOILE NORTH (1984)
 BY0308
 BY0308                         *CURRENT SURVEY CONTROL
 BY0308  ___________________________________________________________________
 BY0308* NAD 83(1986)-  31 28 21.     (N)    094 22 57.     (W)     SCALED    
 BY0308* NAVD 88     -        89.25   (+/-2cm)     292.8    (feet)  VERTCON   
 BY0308  ___________________________________________________________________
 BY0308  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BY0308
 BY0308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0308
 BY0308.The horizontal coordinates were scaled from a topographic map and have
 BY0308.an estimated accuracy of +/- 6 seconds.
 BY0308
 BY0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0308.The vertical order pertains to the NGVD 29 superseded value.
 BY0308
 BY0308.The geoid height was determined by GEOID03.
 BY0308
 BY0308;                    North         East    Units  Estimated Accuracy
 BY0308;SPC TX C     - 3,215,310.    1,265,190.      MT  (+/- 180 meters Scaled)
 BY0308
 BY0308                          SUPERSEDED SURVEY CONTROL
 BY0308
 BY0308  NGVD 29 (??/??/92)   89.292  (m)          292.95   (f) ADJ UNCH    2 0
 BY0308
 BY0308.Superseded values are not recommended for survey control.
 BY0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0308.See file dsdata.txt to determine how the superseded data were derived.
 BY0308
 BY0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ686827(NAD 83)
 BY0308_MARKER: DB = BENCH MARK DISK
 BY0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0308_STAMPING: Z 508 1949
 BY0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0308+STABILITY: SURFACE MOTION
 BY0308
 BY0308  HISTORY     - Date     Condition        Report By
 BY0308  HISTORY     - 1949     MONUMENTED       CGS
 BY0308  HISTORY     - 1952     GOOD             NGS
 BY0308  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0308
 BY0308                          STATION DESCRIPTION
 BY0308
 BY0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0308'2.95 MI SW FROM CHIRENO.
 BY0308'2.95 MILES SOUTHWEST ALONG THE CHIRENO AND ETOILE ROAD FROM THE
 BY0308'METHODIST CHURCH AT CHIRENO, 0.6 MILE NORTHEAST OF A JUNCTION WITH A
 BY0308'DIRT ROAD LEADING SOUTH, 73 FEET NORTH OF A 12 INCH TRIANGULAR BLAZED
 BY0308'OAK TREE, 55 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 BY0308'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0308'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0308
 BY0308                          STATION RECOVERY (1998)
 BY0308
 BY0308'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0303 ***********************************************************************
 BY0303  DESIGNATION -  Z 509
 BY0303  PID         -  BY0303
 BY0303  STATE/COUNTY-  TX/NACOGDOCHES
 BY0303  USGS QUAD   -  ETOILE NORTH (1984)
 BY0303
 BY0303                         *CURRENT SURVEY CONTROL
 BY0303  ___________________________________________________________________
 BY0303* NAD 83(1986)-  31 22 44.     (N)    094 27 00.     (W)     SCALED    
 BY0303* NAVD 88     -        72.38   (+/-2cm)     237.5    (feet)  VERTCON   
 BY0303  ___________________________________________________________________
 BY0303  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BY0303
 BY0303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0303
 BY0303.The horizontal coordinates were scaled from a topographic map and have
 BY0303.an estimated accuracy of +/- 6 seconds.
 BY0303
 BY0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0303.The vertical order pertains to the NGVD 29 superseded value.
 BY0303
 BY0303.The geoid height was determined by GEOID03.
 BY0303
 BY0303;                    North         East    Units  Estimated Accuracy
 BY0303;SPC TX C     - 3,204,610.    1,259,340.      MT  (+/- 180 meters Scaled)
 BY0303
 BY0303                          SUPERSEDED SURVEY CONTROL
 BY0303
 BY0303  NGVD 29 (??/??/92)   72.428  (m)          237.62   (f) ADJ UNCH    2 0
 BY0303
 BY0303.Superseded values are not recommended for survey control.
 BY0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0303.See file dsdata.txt to determine how the superseded data were derived.
 BY0303
 BY0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ621725(NAD 83)
 BY0303_MARKER: DB = BENCH MARK DISK
 BY0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0303_STAMPING: Z 509 1949
 BY0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0303+STABILITY: SURFACE MOTION
 BY0303
 BY0303  HISTORY     - Date     Condition        Report By
 BY0303  HISTORY     - 1949     MONUMENTED       CGS
 BY0303  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0303
 BY0303                          STATION DESCRIPTION
 BY0303
 BY0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0303'1.05 MI W FROM ETOILE.
 BY0303'0.1 MILE SOUTH OF THE POST OFFICE AT ETOILE, THENCE 0.95 MILE WEST
 BY0303'ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF M.M. MOONEY, 36.0 FEET
 BY0303'EAST OF THE CENTER LINE OF THE ROAD, 16.0 FEET SOUTHWEST OF THE
 BY0303'SOUTHWEST CORNER OF THE HOUSE, 15.0 FEET SOUTH OF THE CENTER OF THE
 BY0303'FRONT YARD GATE, 6.0 FEET NORTH OF THE SOUTHWEST CORNER POST OF THE
 BY0303'FRONT YARD FENCE, 0.8 FOOT WEST OF THE FENCE, 1.0 FOOT NORTH OF A
 BY0303'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY0303'FOOT ABOVE THE GROUND.
 BY0303
 BY0303                          STATION RECOVERY (1998)
 BY0303
 BY0303'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0176 ***********************************************************************
 AM0176  DESIGNATION -  Z 51
 AM0176  PID         -  AM0176
 AM0176  STATE/COUNTY-  TX/MATAGORDA
 AM0176  USGS QUAD   -  BAY CITY (1972)
 AM0176
 AM0176                         *CURRENT SURVEY CONTROL
 AM0176  ___________________________________________________________________
 AM0176* NAD 83(1986)-  28 59 48.     (N)    095 53 15.     (W)     SCALED    
 AM0176* NAVD 88     -        14.01   (+/-2cm)      46.0    (feet)  VERTCON   
 AM0176  ___________________________________________________________________
 AM0176  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AM0176
 AM0176  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0176
 AM0176.The horizontal coordinates were scaled from a topographic map and have
 AM0176.an estimated accuracy of +/- 6 seconds.
 AM0176
 AM0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0176.The vertical order pertains to the NGVD 29 superseded value.
 AM0176
 AM0176.The geoid height was determined by GEOID03.
 AM0176
 AM0176;                    North         East    Units  Estimated Accuracy
 AM0176;SPC TXSC     - 4,132,960.      903,220.      MT  (+/- 180 meters Scaled)
 AM0176
 AM0176                          SUPERSEDED SURVEY CONTROL
 AM0176
 AM0176  NGVD 29 (??/??/92)   14.035  (m)           46.05   (f) ADJ UNCH    1 1
 AM0176
 AM0176.Superseded values are not recommended for survey control.
 AM0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0176.See file dsdata.txt to determine how the superseded data were derived.
 AM0176
 AM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN186110(NAD 83)
 AM0176_MARKER: DB = BENCH MARK DISK
 AM0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0176_STAMPING: Z 51 1918 ELEV. 46.02 FT
 AM0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0176+STABILITY: SURFACE MOTION
 AM0176
 AM0176  HISTORY     - Date     Condition        Report By
 AM0176  HISTORY     - 1918     MONUMENTED       CGS
 AM0176  HISTORY     - 1972     GOOD             NGS
 AM0176
 AM0176                          STATION DESCRIPTION
 AM0176
 AM0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0176'5.2 MI NE FROM BAY CITY.
 AM0176'5.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AM0176'STATION AT BAY CITY, 0.7 MILE SOUTHWEST OF THE CROSSING OF FARM ROAD
 AM0176'2540, 84.5 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE 289, 40.0
 AM0176'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.0 FEET NORTHWEST OF A FENCE,
 AM0176'0.5 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 AM0176'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 AM0176'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0194 ***********************************************************************
 GL0194  DESIGNATION -  Z 511
 GL0194  PID         -  GL0194
 GL0194  STATE/COUNTY-  TX/SHERMAN
 GL0194  USGS QUAD   -  LAUTZ (1965)
 GL0194
 GL0194                         *CURRENT SURVEY CONTROL
 GL0194  ___________________________________________________________________
 GL0194* NAD 83(1986)-  36 14 49.     (N)    102 06 58.     (W)     SCALED    
 GL0194* NAVD 88     -      1129.736  (meters)    3706.48   (feet)  ADJUSTED  
 GL0194  ___________________________________________________________________
 GL0194  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 GL0194  DYNAMIC HT  -        1128.474 (meters)    3702.34  (feet)  COMP
 GL0194  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 GL0194
 GL0194  VERT ORDER  -  SECOND    CLASS 0
 GL0194
 GL0194.The horizontal coordinates were scaled from a topographic map and have
 GL0194.an estimated accuracy of +/- 6 seconds.
 GL0194
 GL0194.The orthometric height was determined by differential leveling
 GL0194.and adjusted by the National Geodetic Survey in June 1991..
 GL0194
 GL0194.The geoid height was determined by GEOID03.
 GL0194
 GL0194.The dynamic height is computed by dividing the NAVD 88
 GL0194.geopotential number by the normal gravity value computed on the
 GL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0194.degrees latitude (g = 980.6199 gals.).
 GL0194
 GL0194.The modeled gravity was interpolated from observed gravity values.
 GL0194
 GL0194;                    North         East    Units  Estimated Accuracy
 GL0194;SPC TX N     - 1,249,450.      144,620.      MT  (+/- 180 meters Scaled)
 GL0194
 GL0194                          SUPERSEDED SURVEY CONTROL
 GL0194
 GL0194.No superseded survey control is available for this station.
 GL0194
 GL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA591151(NAD 83)
 GL0194_MARKER: DB = BENCH MARK DISK
 GL0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0194_STAMPING: Z 511 1935
 GL0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0194+STABILITY: SURFACE MOTION
 GL0194
 GL0194  HISTORY     - Date     Condition        Report By
 GL0194  HISTORY     - 1935     MONUMENTED       CGS
 GL0194  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0194
 GL0194                          STATION DESCRIPTION
 GL0194
 GL0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0194'8.3 MI NE FROM CONLEN.
 GL0194'8.3 MILES NORTHEAST OF POST OFFICE BY ROAD.  TO REACH FROM COLEN POST
 GL0194'OFFICE GO 0.3 MILE SOUTH, THENCE 6.6 MILES EAST, THENCE 1.4 MILES
 GL0194'NORTH, ALONG GRADED ROADS.  0.3 MILE NORTH OF ROAD LEADING TO RANCH
 GL0194'HOUSE AND ALSO 0.4 MILE SOUTH OF ANOTHER RANCH HOUSE.  33.6 FEET WEST
 GL0194'OF CENTERLINE OF ROAD, AND 5.9 FEET EAST OF FENCE.
 GL0194
 GL0194                          STATION RECOVERY (1952)
 GL0194
 GL0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0063 ***********************************************************************
 GL0063  DESIGNATION -  Z 512
 GL0063  PID         -  GL0063
 GL0063  STATE/COUNTY-  TX/HARTLEY
 GL0063  USGS QUAD   -  WILCO (1965)
 GL0063
 GL0063                         *CURRENT SURVEY CONTROL
 GL0063  ___________________________________________________________________
 GL0063* NAD 83(1986)-  36 01 36.     (N)    102 21 55.     (W)     SCALED    
 GL0063* NAVD 88     -      1196.883  (meters)    3926.77   (feet)  ADJUSTED  
 GL0063  ___________________________________________________________________
 GL0063  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 GL0063  DYNAMIC HT  -        1195.494 (meters)    3922.22  (feet)  COMP
 GL0063  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 GL0063
 GL0063  VERT ORDER  -  SECOND    CLASS 0
 GL0063
 GL0063.The horizontal coordinates were scaled from a topographic map and have
 GL0063.an estimated accuracy of +/- 6 seconds.
 GL0063
 GL0063.The orthometric height was determined by differential leveling
 GL0063.and adjusted by the National Geodetic Survey in June 1991..
 GL0063
 GL0063.The geoid height was determined by GEOID03.
 GL0063
 GL0063.The dynamic height is computed by dividing the NAVD 88
 GL0063.geopotential number by the normal gravity value computed on the
 GL0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0063.degrees latitude (g = 980.6199 gals.).
 GL0063
 GL0063.The modeled gravity was interpolated from observed gravity values.
 GL0063
 GL0063;                    North         East    Units  Estimated Accuracy
 GL0063;SPC TX N     - 1,225,180.      122,010.      MT  (+/- 180 meters Scaled)
 GL0063
 GL0063                          SUPERSEDED SURVEY CONTROL
 GL0063
 GL0063.No superseded survey control is available for this station.
 GL0063
 GL0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV374901(NAD 83)
 GL0063_MARKER: DB = BENCH MARK DISK
 GL0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0063_STAMPING: Z 512 1935
 GL0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0063+STABILITY: SURFACE MOTION
 GL0063
 GL0063  HISTORY     - Date     Condition        Report By
 GL0063  HISTORY     - 1935     MONUMENTED       CGS
 GL0063  HISTORY     - 1943     GOOD             NGS
 GL0063  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0063
 GL0063                          STATION DESCRIPTION
 GL0063
 GL0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0063'10.3 MI E FROM DALHART.
 GL0063'10.3 MILES EAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0063'DALHART.  SET BY MILE POST NUMBER 50.10, ABOUT 0.3 MILE EAST OF THE
 GL0063'DALMAR STATION.  ABOUT 6 1/2 RAILS EAST OF A WHISTLING POST, 42.6 FEET
 GL0063'EAST OF MILE POST NUMBER 50.10, 39.3 FEET SOUTH OF THE SOUTH RAIL OF
 GL0063'THE MAIN TRACK, 8.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2.0 FEET
 GL0063'NORTH OF THE REFERENCE POST.  NOTE-- RAILROAD IS GONE.  THE ROAD BED
 GL0063'AND ENTIRE RIGHT-OF-WAY IS UNDER CULTIVATION.
 GL0063
 GL0063                          STATION RECOVERY (1965)
 GL0063
 GL0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0666 ***********************************************************************
 GK0666  DESIGNATION -  Z 515
 GK0666  PID         -  GK0666
 GK0666  STATE/COUNTY-  TX/HANSFORD
 GK0666  USGS QUAD   -  CAPPS SWITCH SE (1974)
 GK0666
 GK0666                         *CURRENT SURVEY CONTROL
 GK0666  ___________________________________________________________________
 GK0666* NAD 83(1986)-  36 02 16.     (N)    101 30 22.     (W)     SCALED    
 GK0666* NAVD 88     -       996.001  (meters)    3267.71   (feet)  ADJUSTED  
 GK0666  ___________________________________________________________________
 GK0666  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 GK0666  DYNAMIC HT  -         994.899 (meters)    3264.10  (feet)  COMP
 GK0666  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 GK0666
 GK0666  VERT ORDER  -  SECOND    CLASS 0
 GK0666
 GK0666.The horizontal coordinates were scaled from a topographic map and have
 GK0666.an estimated accuracy of +/- 6 seconds.
 GK0666
 GK0666.The orthometric height was determined by differential leveling
 GK0666.and adjusted by the National Geodetic Survey in June 1991..
 GK0666
 GK0666.The geoid height was determined by GEOID03.
 GK0666
 GK0666.The dynamic height is computed by dividing the NAVD 88
 GK0666.geopotential number by the normal gravity value computed on the
 GK0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0666.degrees latitude (g = 980.6199 gals.).
 GK0666
 GK0666.The modeled gravity was interpolated from observed gravity values.
 GK0666
 GK0666;                    North         East    Units  Estimated Accuracy
 GK0666;SPC TX N     - 1,226,070.      199,450.      MT  (+/- 180 meters Scaled)
 GK0666
 GK0666                          SUPERSEDED SURVEY CONTROL
 GK0666
 GK0666  NGVD 29 (??/??/92)  995.536  (m)         3266.19   (f) ADJ UNCH    2 0
 GK0666
 GK0666.Superseded values are not recommended for survey control.
 GK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0666.See file dsdata.txt to determine how the superseded data were derived.
 GK0666
 GK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE742910(NAD 83)
 GK0666_MARKER: DB = BENCH MARK DISK
 GK0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0666_STAMPING: Z 515 1935
 GK0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0666+STABILITY: SURFACE MOTION
 GK0666
 GK0666  HISTORY     - Date     Condition        Report By
 GK0666  HISTORY     - 1935     MONUMENTED       CGS
 GK0666  HISTORY     - 1943     GOOD             NGS
 GK0666  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0666
 GK0666                          STATION DESCRIPTION
 GK0666
 GK0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0666'2.0 MI W FROM MORSE.
 GK0666'THIS MARK IS ABOUT 2.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0666'GULF RAILWAY FROM THE RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY, AT
 GK0666'MILEPOST 2, 4.3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, SET IN
 GK0666'LINE WITH POWER POLES, 47.0 FEET SOUTH OF THE SOUTH RAIL, PROJECTING
 GK0666'ABOUT 3-INCHES ABOVE THE GROUND.  STAMPED 2 515 1935.
 GK0666
 GK0666                          STATION RECOVERY (1973)
 GK0666
 GK0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0525 ***********************************************************************
 GK0525  DESIGNATION -  Z 517
 GK0525  PID         -  GK0525
 GK0525  STATE/COUNTY-  TX/SHERMAN
 GK0525  USGS QUAD   -  PLEASURE POND (1974)
 GK0525
 GK0525                         *CURRENT SURVEY CONTROL
 GK0525  ___________________________________________________________________
 GK0525* NAD 83(1986)-  36 09 03.     (N)    101 45 07.     (W)     SCALED    
 GK0525* NAVD 88     -      1057.117  (meters)    3468.22   (feet)  ADJUSTED  
 GK0525  ___________________________________________________________________
 GK0525  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 GK0525  DYNAMIC HT  -        1055.939 (meters)    3464.36  (feet)  COMP
 GK0525  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 GK0525
 GK0525  VERT ORDER  -  SECOND    CLASS 0
 GK0525
 GK0525.The horizontal coordinates were scaled from a topographic map and have
 GK0525.an estimated accuracy of +/- 6 seconds.
 GK0525
 GK0525.The orthometric height was determined by differential leveling
 GK0525.and adjusted by the National Geodetic Survey in June 1991..
 GK0525.WARNING-Repeat measurements at this control monument indicate possible
 GK0525.vertical movement.
 GK0525
 GK0525.The geoid height was determined by GEOID03.
 GK0525
 GK0525.The dynamic height is computed by dividing the NAVD 88
 GK0525.geopotential number by the normal gravity value computed on the
 GK0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0525.degrees latitude (g = 980.6199 gals.).
 GK0525
 GK0525.The modeled gravity was interpolated from observed gravity values.
 GK0525
 GK0525;                    North         East    Units  Estimated Accuracy
 GK0525;SPC TX N     - 1,238,640.      177,330.      MT  (+/- 180 meters Scaled)
 GK0525
 GK0525                          SUPERSEDED SURVEY CONTROL
 GK0525
 GK0525  NGVD 29 (??/??/92) 1056.622  (m)         3466.60   (f) ADJ UNCH    2 0
 GK0525
 GK0525.Superseded values are not recommended for survey control.
 GK0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0525.See file dsdata.txt to determine how the superseded data were derived.
 GK0525
 GK0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF524041(NAD 83)
 GK0525_MARKER: DB = BENCH MARK DISK
 GK0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0525_STAMPING: Z 517 1935
 GK0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0525+STABILITY: SURFACE MOTION
 GK0525
 GK0525  HISTORY     - Date     Condition        Report By
 GK0525  HISTORY     - 1935     MONUMENTED       CGS
 GK0525  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0525
 GK0525                          STATION DESCRIPTION
 GK0525
 GK0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0525'30.5 MI SE FROM STRATFORD.
 GK0525'THIS MARK IS ABOUT 18.4 MILES SOUTHEAST AND ABOUT 12.1 MILES SOUTH
 GK0525'FROM THE CHICAGO, ROCK ISLAND AND GULF RAILWAY STATION AT STRATFORD,
 GK0525'SHERMAN COUNTY, 288.0 FEET SOUTH OF THE SOUTH END OF A BORROW PIT, 2.0
 GK0525'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 42.0 FEET WEST OF THE CENTER
 GK0525'LINE OF THE ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET
 GK0525'NORTHEAST OF WHITE REFERENCE POST.
 GK0525
 GK0525                          STATION RECOVERY (1973)
 GK0525
 GK0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0390 ***********************************************************************
 GK0390  DESIGNATION -  Z 518
 GK0390  PID         -  GK0390
 GK0390  STATE/COUNTY-  TX/HANSFORD
 GK0390  USGS QUAD   -  HOLT (1974)
 GK0390
 GK0390                         *CURRENT SURVEY CONTROL
 GK0390  ___________________________________________________________________
 GK0390* NAD 83(1986)-  36 04 55.     (N)    101 11 54.     (W)     SCALED    
 GK0390* NAVD 88     -       963.243  (meters)    3160.24   (feet)  ADJUSTED  
 GK0390  ___________________________________________________________________
 GK0390  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 GK0390  DYNAMIC HT  -         962.189 (meters)    3156.78  (feet)  COMP
 GK0390  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 GK0390
 GK0390  VERT ORDER  -  SECOND    CLASS 0
 GK0390
 GK0390.The horizontal coordinates were scaled from a topographic map and have
 GK0390.an estimated accuracy of +/- 6 seconds.
 GK0390
 GK0390.The orthometric height was determined by differential leveling
 GK0390.and adjusted by the National Geodetic Survey in June 1991..
 GK0390
 GK0390.The geoid height was determined by GEOID03.
 GK0390
 GK0390.The dynamic height is computed by dividing the NAVD 88
 GK0390.geopotential number by the normal gravity value computed on the
 GK0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0390.degrees latitude (g = 980.6199 gals.).
 GK0390
 GK0390.The modeled gravity was interpolated from observed gravity values.
 GK0390
 GK0390;                    North         East    Units  Estimated Accuracy
 GK0390;SPC TX N     - 1,231,010.      227,170.      MT  (+/- 180 meters Scaled)
 GK0390
 GK0390                          SUPERSEDED SURVEY CONTROL
 GK0390
 GK0390  NGVD 29 (??/??/92)  962.795  (m)         3158.77   (f) ADJ UNCH    2 0
 GK0390
 GK0390.Superseded values are not recommended for survey control.
 GK0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0390.See file dsdata.txt to determine how the superseded data were derived.
 GK0390
 GK0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE020952(NAD 83)
 GK0390_MARKER: DB = BENCH MARK DISK
 GK0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0390_STAMPING: Z 518 1935
 GK0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0390+STABILITY: SURFACE MOTION
 GK0390
 GK0390  HISTORY     - Date     Condition        Report By
 GK0390  HISTORY     - 1935     MONUMENTED       CGS
 GK0390  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0390
 GK0390                          STATION DESCRIPTION
 GK0390
 GK0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0390'8.5 MI S FROM SPEARMAN.
 GK0390'8.5 MILES SOUTH OF SPEARMAN, HANSFORD COUNTY.  THIS BENCH MARK MAY BE
 GK0390'REACHED FROM THE COUNTY COURTHOUSE BY GOING 0.4 MILE WEST ALONG STATE
 GK0390'HIGHWAY 282, THENCE 8.1 MILES SOUTH ALONG THE CANADIAN RIVER ROAD.
 GK0390'ABOUT 400 FEET SOUTHWEST OF A SMALL WHITE RANCH HOUSE, 88 FEET WEST OF
 GK0390'THE SECOND ROAD INTERSECTION SOUTH OF SPEARMAN, 53 FEET WEST OF A
 GK0390'FENCE CORNER, AND 30 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 GK0390'ROAD.  A STANDARD DISK, STAMPED Z 518 1935 AND SET IN THE TOP OF A
 GK0390'CONCRETE POST.
 GK0390
 GK0390                          STATION RECOVERY (1973)
 GK0390
 GK0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0420 ***********************************************************************
 GK0420  DESIGNATION -  Z 519
 GK0420  PID         -  GK0420
 GK0420  STATE/COUNTY-  TX/HANSFORD
 GK0420  USGS QUAD   -  SPEARMAN (1974)
 GK0420
 GK0420                         *CURRENT SURVEY CONTROL
 GK0420  ___________________________________________________________________
 GK0420* NAD 83(1986)-  36 11 23.     (N)    101 12 40.     (W)     SCALED    
 GK0420* NAVD 88     -       942.737  (meters)    3092.96   (feet)  ADJUSTED  
 GK0420  ___________________________________________________________________
 GK0420  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 GK0420  DYNAMIC HT  -         941.720 (meters)    3089.63  (feet)  COMP
 GK0420  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 GK0420
 GK0420  VERT ORDER  -  SECOND    CLASS 0
 GK0420
 GK0420.The horizontal coordinates were scaled from a topographic map and have
 GK0420.an estimated accuracy of +/- 6 seconds.
 GK0420
 GK0420.The orthometric height was determined by differential leveling
 GK0420.and adjusted by the National Geodetic Survey in June 1991..
 GK0420
 GK0420.The geoid height was determined by GEOID03.
 GK0420
 GK0420.The dynamic height is computed by dividing the NAVD 88
 GK0420.geopotential number by the normal gravity value computed on the
 GK0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0420.degrees latitude (g = 980.6199 gals.).
 GK0420
 GK0420.The modeled gravity was interpolated from observed gravity values.
 GK0420
 GK0420;                    North         East    Units  Estimated Accuracy
 GK0420;SPC TX N     - 1,242,970.      225,990.      MT  (+/- 180 meters Scaled)
 GK0420
 GK0420                          SUPERSEDED SURVEY CONTROL
 GK0420
 GK0420  NGVD 29 (??/??/92)  942.300  (m)         3091.53   (f) ADJ UNCH    2 0
 GK0420
 GK0420.Superseded values are not recommended for survey control.
 GK0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0420.See file dsdata.txt to determine how the superseded data were derived.
 GK0420
 GK0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF011072(NAD 83)
 GK0420_MARKER: DB = BENCH MARK DISK
 GK0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0420+STABILITY: SURFACE MOTION
 GK0420
 GK0420  HISTORY     - Date     Condition        Report By
 GK0420  HISTORY     - 1935     MONUMENTED       CGS
 GK0420  HISTORY     - 1962     GOOD             USGS
 GK0420
 GK0420                          STATION DESCRIPTION
 GK0420
 GK0420'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GK0420'0.8 MILE WEST FROM SPEARMAN.
 GK0420'0.8 MILE WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0420'STATION AT SPEARMAN, NEAR MILEPOST 85, 20 RAILS WEST OF THE FIRST ROAD
 GK0420'CROSSING WEST OF THE CITY LIMITS, 7.4 FEET NORTH OF THE NORTH RAIL,
 GK0420'AND 5-1/2 FEET LOWER THAN THE TRACK. A STANDARD DISK, STAMPED Z 519
 GK0420'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3938 ***********************************************************************
 AW3938  DESIGNATION -  Z 52
 AW3938  PID         -  AW3938
 AW3938  STATE/COUNTY-  TX/BRAZORIA
 AW3938  USGS QUAD   -  LAKE JACKSON (1974)
 AW3938
 AW3938                         *CURRENT SURVEY CONTROL
 AW3938  ___________________________________________________________________
 AW3938* NAD 83(1986)-  29 00 06.     (N)    095 22 41.     (W)     SCALED    
 AW3938* NAVD 88     -         1.74   (+/-2cm)       5.7    (feet)  VERTCON   
 AW3938  ___________________________________________________________________
 AW3938  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW3938
 AW3938  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3938
 AW3938.The horizontal coordinates were scaled from a topographic map and have
 AW3938.an estimated accuracy of +/- 6 seconds.
 AW3938
 AW3938.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3938.The vertical order pertains to the NGVD 29 superseded value.
 AW3938
 AW3938.The geoid height was determined by GEOID03.
 AW3938
 AW3938;                    North         East    Units  Estimated Accuracy
 AW3938;SPC TXSC     - 4,134,950.      952,810.      MT  (+/- 180 meters Scaled)
 AW3938
 AW3938                          SUPERSEDED SURVEY CONTROL
 AW3938
 AW3938  NGVD 29 (??/??/92)    1.755  (m)            5.76   (f) ADJ UNCH    1 2
 AW3938
 AW3938.Superseded values are not recommended for survey control.
 AW3938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3938.See file dsdata.txt to determine how the superseded data were derived.
 AW3938
 AW3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN683105(NAD 83)
 AW3938_MARKER: DB = BENCH MARK DISK
 AW3938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3938_STAMPING: Z 52 1918 ELEV 6.00 FT
 AW3938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3938+STABILITY: SURFACE MOTION
 AW3938
 AW3938  HISTORY     - Date     Condition        Report By
 AW3938  HISTORY     - 1918     MONUMENTED       CGS
 AW3938  HISTORY     - 1959     GOOD             NGS
 AW3938  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3938  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3938  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW3938
 AW3938                          STATION DESCRIPTION
 AW3938
 AW3938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3938'2.15 MI SE FROM CLUTE.
 AW3938'0.15 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE JUNIOR HIGH SCHOOL
 AW3938'AT CLUTE, THENCE ABOUT 2.0 MILES SOUTHEAST ALONG THE HOUSTON AND
 AW3938'BRAZOS VALLEY RAILROAD, 105 FEET NORTHWEST OF MILEPOST 5/10, 31 FEET
 AW3938'NORTHEAST OF THE NORTHEAST RAIL, ABOUT 0.5 MILE SOUTHEAST OF HOSKINS
 AW3938'JUNCTION, 90 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 AW3938'SOUTHWEST OF A FENCE, 2 FEET NORTH OF A WOODEN WITNESS POST, AND IN
 AW3938'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AW3938
 AW3938                          STATION RECOVERY (1973)
 AW3938
 AW3938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3938'MARK NOT FOUND.
 AW3938
 AW3938                          STATION RECOVERY (1988)
 AW3938
 AW3938'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW3938'MARK NOT FOUND.
 AW3938
 AW3938                          STATION RECOVERY (1998)
 AW3938
 AW3938'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1135 ***********************************************************************
 AY1135  DESIGNATION -  Z 520
 AY1135  PID         -  AY1135
 AY1135  STATE/COUNTY-  TX/BANDERA
 AY1135  USGS QUAD   -  BANDERA (1982)
 AY1135
 AY1135                         *CURRENT SURVEY CONTROL
 AY1135  ___________________________________________________________________
 AY1135* NAD 83(1986)-  29 44 10.     (N)    099 07 19.     (W)     SCALED    
 AY1135* NAVD 88     -       383.869  (meters)    1259.41   (feet)  ADJUSTED  
 AY1135  ___________________________________________________________________
 AY1135  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AY1135  DYNAMIC HT  -         383.316 (meters)    1257.60  (feet)  COMP
 AY1135  MODELED GRAV-     979,189.2   (mgal)                       NAVD 88
 AY1135
 AY1135  VERT ORDER  -  SECOND    CLASS 0
 AY1135
 AY1135.The horizontal coordinates were scaled from a topographic map and have
 AY1135.an estimated accuracy of +/- 6 seconds.
 AY1135
 AY1135.The orthometric height was determined by differential leveling
 AY1135.and adjusted by the National Geodetic Survey in June 1991..
 AY1135
 AY1135.The geoid height was determined by GEOID03.
 AY1135
 AY1135.The dynamic height is computed by dividing the NAVD 88
 AY1135.geopotential number by the normal gravity value computed on the
 AY1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1135.degrees latitude (g = 980.6199 gals.).
 AY1135
 AY1135.The modeled gravity was interpolated from observed gravity values.
 AY1135
 AY1135;                    North         East    Units  Estimated Accuracy
 AY1135;SPC TXSC     - 4,210,890.      588,200.      MT  (+/- 180 meters Scaled)
 AY1135
 AY1135                          SUPERSEDED SURVEY CONTROL
 AY1135
 AY1135  NGVD 29 (??/??/92)  383.759  (m)         1259.05   (f) ADJ UNCH    2 0
 AY1135
 AY1135.Superseded values are not recommended for survey control.
 AY1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1135.See file dsdata.txt to determine how the superseded data were derived.
 AY1135
 AY1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT882895(NAD 83)
 AY1135_MARKER: DB = BENCH MARK DISK
 AY1135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1135_SP_SET: BRIDGE
 AY1135_STAMPING: Z 520 1953
 AY1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1135
 AY1135  HISTORY     - Date     Condition        Report By
 AY1135  HISTORY     - 1953     MONUMENTED       CGS
 AY1135  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1135
 AY1135                          STATION DESCRIPTION
 AY1135
 AY1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1135'3.2 MI NW FROM BANDERA.
 AY1135'3.2 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1135'BANDERA, 14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AY1135'TOP OF THE CENTER OF THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE OVER
 AY1135'THE MEDINA RIVER.
 AY1135
 AY1135                          STATION RECOVERY (1993)
 AY1135
 AY1135'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0627 ***********************************************************************
 GK0627  DESIGNATION -  Z 521
 GK0627  PID         -  GK0627
 GK0627  STATE/COUNTY-  TX/SHERMAN
 GK0627  USGS QUAD   -  SUNRAY (1972)
 GK0627
 GK0627                         *CURRENT SURVEY CONTROL
 GK0627  ___________________________________________________________________
 GK0627* NAD 83(1986)-  36 06 40.     (N)    101 49 43.     (W)     SCALED    
 GK0627* NAVD 88     -      1076.893  (meters)    3533.11   (feet)  ADJUSTED  
 GK0627  ___________________________________________________________________
 GK0627  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 GK0627  DYNAMIC HT  -        1075.685 (meters)    3529.14  (feet)  COMP
 GK0627  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 GK0627
 GK0627  VERT ORDER  -  SECOND    CLASS 0
 GK0627
 GK0627.The horizontal coordinates were scaled from a topographic map and have
 GK0627.an estimated accuracy of +/- 6 seconds.
 GK0627
 GK0627.The orthometric height was determined by differential leveling
 GK0627.and adjusted by the National Geodetic Survey in June 1991..
 GK0627
 GK0627.The geoid height was determined by GEOID03.
 GK0627
 GK0627.The dynamic height is computed by dividing the NAVD 88
 GK0627.geopotential number by the normal gravity value computed on the
 GK0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0627.degrees latitude (g = 980.6199 gals.).
 GK0627
 GK0627.The modeled gravity was interpolated from observed gravity values.
 GK0627
 GK0627;                    North         East    Units  Estimated Accuracy
 GK0627;SPC TX N     - 1,234,260.      170,410.      MT  (+/- 180 meters Scaled)
 GK0627
 GK0627                          SUPERSEDED SURVEY CONTROL
 GK0627
 GK0627  NGVD 29 (??/??/92) 1076.386  (m)         3531.44   (f) ADJ UNCH    2 0
 GK0627
 GK0627.Superseded values are not recommended for survey control.
 GK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0627.See file dsdata.txt to determine how the superseded data were derived.
 GK0627
 GK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE453999(NAD 83)
 GK0627_MARKER: DB = BENCH MARK DISK
 GK0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0627_STAMPING: Z 521 1935
 GK0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0627+STABILITY: SURFACE MOTION
 GK0627
 GK0627  HISTORY     - Date     Condition        Report By
 GK0627  HISTORY     - 1935     MONUMENTED       CGS
 GK0627  HISTORY     - 1943     GOOD             NGS
 GK0627  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0627
 GK0627                          STATION DESCRIPTION
 GK0627
 GK0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0627'6.5 MI N FROM SUNRAY.
 GK0627'ABOUT 6.5 MILES NORTH ALONG GRADED ROADS FROM THE POST OFFICE AT
 GK0627'SUNRAY, MOORE COUNTY, 2.1 MILES SOUTH OF A EAST-WEST ROAD, 26.5 FEET
 GK0627'EAST OF THE CENTER LINE OF THE ROAD, 34.0 FEET SOUTH OF AN EAST-WEST
 GK0627'FENCE, 4.2 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, PROJECTING ABOUT
 GK0627'1-INCH ABOVE THE GROUND.
 GK0627
 GK0627                          STATION RECOVERY (1971)
 GK0627
 GK0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0739 ***********************************************************************
 FL0739  DESIGNATION -  Z 523
 FL0739  PID         -  FL0739
 FL0739  STATE/COUNTY-  TX/HUTCHINSON
 FL0739  USGS QUAD   -  ADOBE CREEK (1971)
 FL0739
 FL0739                         *CURRENT SURVEY CONTROL
 FL0739  ___________________________________________________________________
 FL0739* NAD 83(1986)-  35 57 28.     (N)    101 13 55.     (W)     SCALED    
 FL0739* NAVD 88     -       958.905  (meters)    3146.01   (feet)  ADJUSTED  
 FL0739  ___________________________________________________________________
 FL0739  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FL0739  DYNAMIC HT  -         957.847 (meters)    3142.54  (feet)  COMP
 FL0739  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 FL0739
 FL0739  VERT ORDER  -  SECOND    CLASS 0
 FL0739
 FL0739.The horizontal coordinates were scaled from a topographic map and have
 FL0739.an estimated accuracy of +/- 6 seconds.
 FL0739
 FL0739.The orthometric height was determined by differential leveling
 FL0739.and adjusted by the National Geodetic Survey in June 1991..
 FL0739
 FL0739.The geoid height was determined by GEOID03.
 FL0739
 FL0739.The dynamic height is computed by dividing the NAVD 88
 FL0739.geopotential number by the normal gravity value computed on the
 FL0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0739.degrees latitude (g = 980.6199 gals.).
 FL0739
 FL0739.The modeled gravity was interpolated from observed gravity values.
 FL0739
 FL0739;                    North         East    Units  Estimated Accuracy
 FL0739;SPC TX N     - 1,217,230.      224,180.      MT  (+/- 180 meters Scaled)
 FL0739
 FL0739                          SUPERSEDED SURVEY CONTROL
 FL0739
 FL0739  NGVD 29 (??/??/92)  958.464  (m)         3144.56   (f) ADJ UNCH    2 0
 FL0739
 FL0739.Superseded values are not recommended for survey control.
 FL0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0739.See file dsdata.txt to determine how the superseded data were derived.
 FL0739
 FL0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE987815(NAD 83)
 FL0739_MARKER: DB = BENCH MARK DISK
 FL0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0739_STAMPING: Z 523 1935
 FL0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0739+STABILITY: SURFACE MOTION
 FL0739
 FL0739  HISTORY     - Date     Condition        Report By
 FL0739  HISTORY     - 1935     MONUMENTED       CGS
 FL0739  HISTORY     - 1971     GOOD             USGS
 FL0739
 FL0739                          STATION DESCRIPTION
 FL0739
 FL0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0739'22.1 MI SW FROM SPEARMAN.
 FL0739'IN HUTCHINSON COUNTY, 22.1 MILES SOUTHWEST OF SPEARMAN, HANSFORD
 FL0739'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY
 FL0739'GOING 0.4 MILE WEST ALONG STATE HIGHWAY 282, THENCE 11.6 MILES SOUTH,
 FL0739'2.0 MILES WEST, 1.2 MILES SOUTH, 1.1 MILES WEST, AND 5.8 MILES SOUTH
 FL0739'ALONG GRADED ROADS.  AT THE WEST END OF A SMALL CANYON, 38 FEET EAST
 FL0739'OF THE CENTERLINE OF THE ROAD, AND 3.7 FEET WEST OF A CORNER
 FL0739'FENCEPOST.  A STANDARD DISK, STAMPED Z 523 1935 AND SET IN THE TOP OF
 FL0739'A CONCRETE POST.  NOTE-- BM IS 250 FT. W OF THE NEW RD. ALIGNMENT.
 FL0739
 FL0739                          STATION RECOVERY (1971)
 FL0739
 FL0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0614 ***********************************************************************
 AY0614  DESIGNATION -  Z 524
 AY0614  PID         -  AY0614
 AY0614  STATE/COUNTY-  TX/BEXAR
 AY0614  USGS QUAD   -  MACDONA (1991)
 AY0614
 AY0614                         *CURRENT SURVEY CONTROL
 AY0614  ___________________________________________________________________
 AY0614* NAD 83(1986)-  29 21 14.     (N)    098 41 30.     (W)     SCALED    
 AY0614* NAVD 88     -       207.668  (meters)     681.32   (feet)  POSTED    
 AY0614  ___________________________________________________________________
 AY0614  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AY0614  DYNAMIC HT  -         207.370 (meters)     680.35  (feet)  COMP
 AY0614  MODELED GRAV-     979,192.6   (mgal)                       NAVD 88
 AY0614
 AY0614  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0614
 AY0614.The horizontal coordinates were scaled from a topographic map and have
 AY0614.an estimated accuracy of +/- 6 seconds.
 AY0614
 AY0614.The orthometric height was determined by differential leveling
 AY0614.and adjusted by the National Geodetic Survey in 1992..
 AY0614.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0614.rate of 0.0 thru 1.0 mm/km.
 AY0614
 AY0614.The geoid height was determined by GEOID03.
 AY0614
 AY0614.The dynamic height is computed by dividing the NAVD 88
 AY0614.geopotential number by the normal gravity value computed on the
 AY0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0614.degrees latitude (g = 980.6199 gals.).
 AY0614
 AY0614.The modeled gravity was interpolated from observed gravity values.
 AY0614
 AY0614;                    North         East    Units  Estimated Accuracy
 AY0614;SPC TXSC     - 4,168,560.      629,940.      MT  (+/- 180 meters Scaled)
 AY0614
 AY0614                          SUPERSEDED SURVEY CONTROL
 AY0614
 AY0614  NGVD 29 (??/??/92)  207.562  (m)          680.98   (f) ADJ UNCH    1 2
 AY0614
 AY0614.Superseded values are not recommended for survey control.
 AY0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0614.See file dsdata.txt to determine how the superseded data were derived.
 AY0614
 AY0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT299472(NAD 83)
 AY0614_MARKER: DB = BENCH MARK DISK
 AY0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0614_STAMPING: Z 524 1953
 AY0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0614+STABILITY: SURFACE MOTION
 AY0614
 AY0614  HISTORY     - Date     Condition        Report By
 AY0614  HISTORY     - 1953     MONUMENTED       CGS
 AY0614  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0614
 AY0614                          STATION DESCRIPTION
 AY0614
 AY0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0614'2.2 MI N FROM MACDONA.
 AY0614'0.15 MILE EAST ALONG NELSON ROAD FROM THE POST OFFICE AT MACDONA,
 AY0614'THENCE 2.05 MILES NORTH ALONG PUE ROAD, 34 FEET WEST OF THE CENTER
 AY0614'LINE OF THE ROAD, 19 FEET SOUTHWEST OF THE CENTER LINE OF A WIRE GATE,
 AY0614'16 FEET WEST OF A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE
 AY0614'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0614
 AY0614                          STATION RECOVERY (1999)
 AY0614
 AY0614'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0301 ***********************************************************************
 FM0301  DESIGNATION -  Z 528
 FM0301  PID         -  FM0301
 FM0301  STATE/COUNTY-  TX/POTTER
 FM0301  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0301
 FM0301                         *CURRENT SURVEY CONTROL
 FM0301  ___________________________________________________________________
 FM0301* NAD 83(1986)-  35 22 03.     (N)    102 05 57.     (W)     SCALED    
 FM0301* NAVD 88     -      1084.019  (meters)    3556.49   (feet)  ADJUSTED  
 FM0301  ___________________________________________________________________
 FM0301  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0301  DYNAMIC HT  -        1082.738 (meters)    3552.28  (feet)  COMP
 FM0301  MODELED GRAV-     979,414.9   (mgal)                       NAVD 88
 FM0301
 FM0301  VERT ORDER  -  SECOND    CLASS 0
 FM0301
 FM0301.The horizontal coordinates were scaled from a topographic map and have
 FM0301.an estimated accuracy of +/- 6 seconds.
 FM0301
 FM0301.The orthometric height was determined by differential leveling
 FM0301.and adjusted by the National Geodetic Survey in June 1991..
 FM0301
 FM0301.The geoid height was determined by GEOID03.
 FM0301
 FM0301.The dynamic height is computed by dividing the NAVD 88
 FM0301.geopotential number by the normal gravity value computed on the
 FM0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0301.degrees latitude (g = 980.6199 gals.).
 FM0301
 FM0301.The modeled gravity was interpolated from observed gravity values.
 FM0301
 FM0301;                    North         East    Units  Estimated Accuracy
 FM0301;SPC TX N     - 1,151,870.      145,550.      MT  (+/- 180 meters Scaled)
 FM0301
 FM0301                          SUPERSEDED SURVEY CONTROL
 FM0301
 FM0301  NGVD 29 (??/??/92) 1083.545  (m)         3554.93   (f) ADJ UNCH    2 0
 FM0301
 FM0301.Superseded values are not recommended for survey control.
 FM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0301.See file dsdata.txt to determine how the superseded data were derived.
 FM0301
 FM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV635176(NAD 83)
 FM0301_MARKER: DB = BENCH MARK DISK
 FM0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0301_STAMPING: Z 528 1935
 FM0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0301+STABILITY: SURFACE MOTION
 FM0301
 FM0301  HISTORY     - Date     Condition        Report By
 FM0301  HISTORY     - 1935     MONUMENTED       CGS
 FM0301
 FM0301                          STATION DESCRIPTION
 FM0301
 FM0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0301'14.1 MI NW FROM BUSHLAND.
 FM0301'TO REACH BENCHMARK FROM POST-OFFICE GO 6.3 MILES NORTHWEST ALONG GOOD
 FM0301'GRADED ROAD TO JUNCTION OF AMARILLO-TASCOSA ROAD, THENCE 7.5 MILES
 FM0301'NORTHWEST TO TRAIL LEADING SOUTHWESTERLY THROUGH WIRE GATE, THENCE
 FM0301'SOUTHWESTERLY ALONG WINDING TRAIL 0.3 MILE TO E-W FENCE.  BENCHMARK IS
 FM0301'SET ON A HIGH RIDGE AT A POINT WHERE TRAIL PASSES THROUGH GATE IN E-W
 FM0301'FENCE.  BEING 9.0 FEET EAST OF INTERSECTION OF FENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0718 ***********************************************************************
 FL0718  DESIGNATION -  Z 529
 FL0718  PID         -  FL0718
 FL0718  STATE/COUNTY-  TX/HUTCHINSON
 FL0718  USGS QUAD   -  GARDEN SPRINGS (1971)
 FL0718
 FL0718                         *CURRENT SURVEY CONTROL
 FL0718  ___________________________________________________________________
 FL0718* NAD 83(1986)-  35 55 52.     (N)    101 06 14.     (W)     SCALED    
 FL0718* NAVD 88     -       795.636  (meters)    2610.35   (feet)  ADJUSTED  
 FL0718  ___________________________________________________________________
 FL0718  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FL0718  DYNAMIC HT  -         794.778 (meters)    2607.53  (feet)  COMP
 FL0718  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 FL0718
 FL0718  VERT ORDER  -  SECOND    CLASS 0
 FL0718
 FL0718.The horizontal coordinates were scaled from a topographic map and have
 FL0718.an estimated accuracy of +/- 6 seconds.
 FL0718
 FL0718.The orthometric height was determined by differential leveling
 FL0718.and adjusted by the National Geodetic Survey in June 1991..
 FL0718
 FL0718.The geoid height was determined by GEOID03.
 FL0718
 FL0718.The dynamic height is computed by dividing the NAVD 88
 FL0718.geopotential number by the normal gravity value computed on the
 FL0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0718.degrees latitude (g = 980.6199 gals.).
 FL0718
 FL0718.The modeled gravity was interpolated from observed gravity values.
 FL0718
 FL0718;                    North         East    Units  Estimated Accuracy
 FL0718;SPC TX N     - 1,214,310.      235,740.      MT  (+/- 180 meters Scaled)
 FL0718
 FL0718                          SUPERSEDED SURVEY CONTROL
 FL0718
 FL0718  NGVD 29 (??/??/92)  795.248  (m)         2609.08   (f) ADJ UNCH    2 0
 FL0718
 FL0718.Superseded values are not recommended for survey control.
 FL0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0718.See file dsdata.txt to determine how the superseded data were derived.
 FL0718
 FL0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE102783(NAD 83)
 FL0718_MARKER: DB = BENCH MARK DISK
 FL0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0718_STAMPING: Z 529 1935
 FL0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0718+STABILITY: SURFACE MOTION
 FL0718
 FL0718  HISTORY     - Date     Condition        Report By
 FL0718  HISTORY     - 1935     MONUMENTED       CGS
 FL0718  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0718
 FL0718                          STATION DESCRIPTION
 FL0718
 FL0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0718'14.5 MI NE FROM PLEMONS.
 FL0718'14.5 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM THE POST OFFICE AT
 FL0718'PLEMONS, 1.6 MILES WEST OF THE CROSSING OF JOHNS CREEK, 0.2 MILE
 FL0718'SOUTHWEST OF A STAND OF PRICKLY-PEAR TREES, ABOUT 500 FEET WEST OF THE
 FL0718'WEST END OF A BLUFF, AND 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 FL0718'A STANDARD DISK, STAMPED Z 529 1935 AND SET IN THE TOP OF A CONCRETE
 FL0718'POST.
 FL0718
 FL0718                          STATION RECOVERY (1971)
 FL0718
 FL0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0143 ***********************************************************************
 AW0143  DESIGNATION -  Z 53
 AW0143  PID         -  AW0143
 AW0143  STATE/COUNTY-  TX/BRAZORIA
 AW0143  USGS QUAD   -  ALGOA (1974)
 AW0143
 AW0143                         *CURRENT SURVEY CONTROL
 AW0143  ___________________________________________________________________
 AW0143* NAD 83(1986)-  29 25 27.     (N)    095 14 39.     (W)     SCALED    
 AW0143* NAVD 88     -        14.745  (meters)      48.38   (feet)  ADJUSTED  
 AW0143  ___________________________________________________________________
 AW0143  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW0143  DYNAMIC HT  -          14.724 (meters)      48.31  (feet)  COMP
 AW0143  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 AW0143  OBS GRAVITY -     979,265.4   (mgal)                       GRAV_OBS
 AW0143
 AW0143  VERT ORDER  -  FIRST     CLASS II
 AW0143
 AW0143.The horizontal coordinates were scaled from a topographic map and have
 AW0143.an estimated accuracy of +/- 6 seconds.
 AW0143
 AW0143.The orthometric height was determined by differential leveling
 AW0143.and adjusted by the National Geodetic Survey in June 1991..
 AW0143
 AW0143.The geoid height was determined by GEOID03.
 AW0143
 AW0143.The dynamic height is computed by dividing the NAVD 88
 AW0143.geopotential number by the normal gravity value computed on the
 AW0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0143.degrees latitude (g = 980.6199 gals.).
 AW0143
 AW0143.The modeled gravity was interpolated from observed gravity values.
 AW0143.The observed gravity was obtained from relative gravimeter ties
 AW0143.to the IGSN71 gravity network.
 AW0143
 AW0143;                    North         East    Units  Estimated Accuracy
 AW0143;SPC TXSC     - 4,182,160.      964,350.      MT  (+/- 180 meters Scaled)
 AW0143
 AW0143                          SUPERSEDED SURVEY CONTROL
 AW0143
 AW0143  NGVD 29 (12/23/87)   14.741  (m)           48.36   (f) ADJUSTED    1 2
 AW0143
 AW0143.Superseded values are not recommended for survey control.
 AW0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0143.See file dsdata.txt to determine how the superseded data were derived.
 AW0143
 AW0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN822570(NAD 83)
 AW0143_MARKER: DB = BENCH MARK DISK
 AW0143_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0143_SP_SET: BUILDING
 AW0143_STAMPING: Z 53 1918 ELEV 50.76 FT
 AW0143_MARK LOGO: CGS   
 AW0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0143+STABILITY: SURFACE MOTION
 AW0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0143+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0143
 AW0143  HISTORY     - Date     Condition        Report By
 AW0143  HISTORY     - 1918     MONUMENTED       CGS
 AW0143  HISTORY     - 1973     GOOD             NGS
 AW0143  HISTORY     - 1978     GOOD             NGS
 AW0143  HISTORY     - 1978     GOOD             NGS
 AW0143  HISTORY     - 1987     GOOD             NGS
 AW0143  HISTORY     - 1989     GOOD             USPSQD
 AW0143  HISTORY     - 19970628 GOOD             USPSQD
 AW0143  HISTORY     - 20020109 GOOD             USPSQD
 AW0143  HISTORY     - 20030830 GOOD             USPSQD
 AW0143  HISTORY     - 20041021 GOOD             USPSQD
 AW0143  HISTORY     - 20051009 GOOD             USPSQD
 AW0143
 AW0143                          STATION DESCRIPTION
 AW0143
 AW0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0143'IN ALVIN.
 AW0143'AT ALVIN, AT THE NORTHEAST CORNER OF THE INTERSECTION OF NORTH GORDON
 AW0143'(BUISNESS HIGHWAY 35) AND EAST SEALY STREETS, SET VERTICALLY IN THE
 AW0143'WEST FACE OF A VACANT BUILDING, 1.0 FOOT NORTH OF THE SOUTHWEST CORNER
 AW0143'OF THE BUILDING, 30.5 FEET EAST OF THE CENTER LINE OF NORTH GORDON
 AW0143'STREET, AND ABOUT 4.4 FEET ABOVE THE SIDEWALK.
 AW0143
 AW0143                          STATION RECOVERY (1978)
 AW0143
 AW0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0143'RECOVERED IN GOOD CONDITION.
 AW0143
 AW0143                          STATION RECOVERY (1978)
 AW0143
 AW0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0143'RECOVERED IN GOOD CONDITION.
 AW0143
 AW0143                          STATION RECOVERY (1987)
 AW0143
 AW0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0143'RECOVERED IN GOOD CONDITION.
 AW0143
 AW0143                          STATION RECOVERY (1989)
 AW0143
 AW0143'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0143'RECOVERED IN GOOD CONDITION.
 AW0143
 AW0143                          STATION RECOVERY (1997)
 AW0143
 AW0143'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0143'RECOVERED IN GOOD CONDITION.
 AW0143
 AW0143                          STATION RECOVERY (2002)
 AW0143
 AW0143'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0143'RECOVERED IN GOOD CONDITION.
 AW0143
 AW0143                          STATION RECOVERY (2003)
 AW0143
 AW0143'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0143'RECOVERED IN GOOD CONDITION.
 AW0143
 AW0143                          STATION RECOVERY (2004)
 AW0143
 AW0143'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0143'RECOVERED IN GOOD CONDITION.
 AW0143
 AW0143                          STATION RECOVERY (2005)
 AW0143
 AW0143'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0143'DESCRIPTION IS STILL GOOD. VERY EASY TO FIND THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0056 ***********************************************************************
 FL0056  DESIGNATION -  Z 530
 FL0056  PID         -  FL0056
 FL0056  STATE/COUNTY-  TX/HEMPHILL
 FL0056  USGS QUAD   -  CANADIAN WEST (1972)
 FL0056
 FL0056                         *CURRENT SURVEY CONTROL
 FL0056  ___________________________________________________________________
 FL0056* NAD 83(1986)-  35 58 44.     (N)    100 29 30.     (W)     SCALED    
 FL0056* NAVD 88     -       753.395  (meters)    2471.76   (feet)  ADJUSTED  
 FL0056  ___________________________________________________________________
 FL0056  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FL0056  DYNAMIC HT  -         752.595 (meters)    2469.14  (feet)  COMP
 FL0056  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 FL0056
 FL0056  VERT ORDER  -  SECOND    CLASS 0
 FL0056
 FL0056.The horizontal coordinates were scaled from a topographic map and have
 FL0056.an estimated accuracy of +/- 6 seconds.
 FL0056
 FL0056.The orthometric height was determined by differential leveling
 FL0056.and adjusted by the National Geodetic Survey in June 1991..
 FL0056
 FL0056.The geoid height was determined by GEOID03.
 FL0056
 FL0056.The dynamic height is computed by dividing the NAVD 88
 FL0056.geopotential number by the normal gravity value computed on the
 FL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0056.degrees latitude (g = 980.6199 gals.).
 FL0056
 FL0056.The modeled gravity was interpolated from observed gravity values.
 FL0056
 FL0056;                    North         East    Units  Estimated Accuracy
 FL0056;SPC TX N     - 1,220,000.      290,930.      MT  (+/- 180 meters Scaled)
 FL0056
 FL0056                          SUPERSEDED SURVEY CONTROL
 FL0056
 FL0056  NGVD 29 (??/??/92)  753.049  (m)         2470.63   (f) ADJ UNCH    2 0
 FL0056
 FL0056.Superseded values are not recommended for survey control.
 FL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0056.See file dsdata.txt to determine how the superseded data were derived.
 FL0056
 FL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE655826(NAD 83)
 FL0056_MARKER: DB = BENCH MARK DISK
 FL0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0056_STAMPING: Z 530 1935
 FL0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0056+STABILITY: SURFACE MOTION
 FL0056
 FL0056  HISTORY     - Date     Condition        Report By
 FL0056  HISTORY     - 1935     MONUMENTED       CGS
 FL0056  HISTORY     - 1973     MARK NOT FOUND   USGS
 FL0056
 FL0056                          STATION DESCRIPTION
 FL0056
 FL0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0056'9.0 MI NW FROM CANADIAN.
 FL0056'9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 FL0056'CANADIAN, THENCE 2.0 MILES WEST ALONG A ROAD.  0.4 MILE WEST OF AN
 FL0056'AUTOMOBILE GATE, ABOUT 1,000 FEET NORTH OF A SOUTHWEST CURVE, ON A
 FL0056'SANDY KNOLL, 150 FEET WEST OF A LONG RAVINE, AND 27.5 FEET EAST OF THE
 FL0056'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Z 530 1935 AND SET
 FL0056'IN THE TOP OF A CONCRETE POST.  NOTE-- SAND HAS BLOWN IN AREA.
 FL0056
 FL0056                          STATION RECOVERY (1973)
 FL0056
 FL0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FL0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0395 ***********************************************************************
 FM0395  DESIGNATION -  Z 532
 FM0395  PID         -  FM0395
 FM0395  STATE/COUNTY-  TX/OLDHAM
 FM0395  USGS QUAD   -  ALAMOCITOS CAMP (1966)
 FM0395
 FM0395                         *CURRENT SURVEY CONTROL
 FM0395  ___________________________________________________________________
 FM0395* NAD 83(1986)-  35 25 21.     (N)    102 35 55.     (W)     SCALED    
 FM0395* NAVD 88     -      1107.828  (meters)    3634.60   (feet)  ADJUSTED  
 FM0395  ___________________________________________________________________
 FM0395  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 FM0395  DYNAMIC HT  -        1106.521 (meters)    3630.31  (feet)  COMP
 FM0395  MODELED GRAV-     979,415.7   (mgal)                       NAVD 88
 FM0395
 FM0395  VERT ORDER  -  SECOND    CLASS 0
 FM0395
 FM0395.The horizontal coordinates were scaled from a topographic map and have
 FM0395.an estimated accuracy of +/- 6 seconds.
 FM0395
 FM0395.The orthometric height was determined by differential leveling
 FM0395.and adjusted by the National Geodetic Survey in June 1991..
 FM0395
 FM0395.The geoid height was determined by GEOID03.
 FM0395
 FM0395.The dynamic height is computed by dividing the NAVD 88
 FM0395.geopotential number by the normal gravity value computed on the
 FM0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0395.degrees latitude (g = 980.6199 gals.).
 FM0395
 FM0395.The modeled gravity was interpolated from observed gravity values.
 FM0395
 FM0395;                    North         East    Units  Estimated Accuracy
 FM0395;SPC TX N     - 1,158,360.      100,240.      MT  (+/- 180 meters Scaled)
 FM0395
 FM0395                          SUPERSEDED SURVEY CONTROL
 FM0395
 FM0395  NGVD 29 (??/??/92) 1107.322  (m)         3632.94   (f) ADJ UNCH    2 0
 FM0395
 FM0395.Superseded values are not recommended for survey control.
 FM0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0395.See file dsdata.txt to determine how the superseded data were derived.
 FM0395
 FM0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV180225(NAD 83)
 FM0395_MARKER: DB = BENCH MARK DISK
 FM0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0395_STAMPING: Z 532 1935
 FM0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0395+STABILITY: SURFACE MOTION
 FM0395
 FM0395  HISTORY     - Date     Condition        Report By
 FM0395  HISTORY     - 1935     MONUMENTED       CGS
 FM0395  HISTORY     - 1966     GOOD             USGS
 FM0395
 FM0395                          STATION DESCRIPTION
 FM0395
 FM0395'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FM0395'19.8 MI NW FROM VEGA.
 FM0395'STATION IS 1.0 MI SOUTH ALONG TRAIL FROM ALAMOCITOS CAMP AND 0.2 MI
 FM0395'EAST.  STATION IS ABOUT 300 FT. WEST OF EAST PRONG ALAMOCITOS CREEK
 FM0395'AND ABOUT 900 WEST OF EAST ALAMOCITOS WINDMILL, EIGHTY FT. SOUTH OF
 FM0395'TRAIL AND 100 FT. NORTH OF BASE OF STEEP BLUFF.  TO REACH FROM
 FM0395'ALAMOCITOS CAMP GO SOUTH ON TRAIL FOR ONE MILE TO JUNCTION OF TRAIL
 FM0395'EAST TO EAST ALAMOCITOS WINDMILL.  TURN LEFT (EAST) FOR 0.2 MILES TO A
 FM0395'POINT ABOUT 300 FT. WEST OF CREEK AND OPPOSITE STEEP BLUFF TO SOUTH.
 FM0395'STATION IS EIGHTY FT. SOUTH OF TRAIL ON SMALL SAND RIDGE.  IN CONCRETE
 FM0395'POST PROJECTING 0.6 FT., A STD DISK STAMPED Z 532 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1194 ***********************************************************************
 FL1194  DESIGNATION -  Z 536
 FL1194  PID         -  FL1194
 FL1194  STATE/COUNTY-  TX/CARSON
 FL1194  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1194
 FL1194                         *CURRENT SURVEY CONTROL
 FL1194  ___________________________________________________________________
 FL1194* NAD 83(1986)-  35 19 27.     (N)    101 32 25.     (W)     SCALED    
 FL1194* NAVD 88     -      1079.175  (meters)    3540.59   (feet)  ADJUSTED  
 FL1194  ___________________________________________________________________
 FL1194  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1194  DYNAMIC HT  -        1077.896 (meters)    3536.40  (feet)  COMP
 FL1194  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FL1194
 FL1194  VERT ORDER  -  SECOND    CLASS 0
 FL1194
 FL1194.The horizontal coordinates were scaled from a topographic map and have
 FL1194.an estimated accuracy of +/- 6 seconds.
 FL1194
 FL1194.The orthometric height was determined by differential leveling
 FL1194.and adjusted by the National Geodetic Survey in June 1991..
 FL1194
 FL1194.The geoid height was determined by GEOID03.
 FL1194
 FL1194.The dynamic height is computed by dividing the NAVD 88
 FL1194.geopotential number by the normal gravity value computed on the
 FL1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1194.degrees latitude (g = 980.6199 gals.).
 FL1194
 FL1194.The modeled gravity was interpolated from observed gravity values.
 FL1194
 FL1194;                    North         East    Units  Estimated Accuracy
 FL1194;SPC TX N     - 1,146,900.      196,340.      MT  (+/- 180 meters Scaled)
 FL1194
 FL1194                          SUPERSEDED SURVEY CONTROL
 FL1194
 FL1194  NGVD 29 (??/??/92) 1078.670  (m)         3538.94   (f) ADJ UNCH    2 0
 FL1194
 FL1194.Superseded values are not recommended for survey control.
 FL1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1194.See file dsdata.txt to determine how the superseded data were derived.
 FL1194
 FL1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE690119(NAD 83)
 FL1194_MARKER: DB = BENCH MARK DISK
 FL1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1194_STAMPING: Z 536 1935
 FL1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1194+STABILITY: SURFACE MOTION
 FL1194
 FL1194  HISTORY     - Date     Condition        Report By
 FL1194  HISTORY     - 1935     MONUMENTED       CGS
 FL1194
 FL1194                          STATION DESCRIPTION
 FL1194
 FL1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1194'8.0 MI N FROM YARNALL.
 FL1194'TO REACH FROM YARNALL DEPOT GO NORTH ALONG GRADED ROAD 8.0 MILES. 2.5
 FL1194'MILES NORTH OF STATE HIGHWAY NO. 33 AND SANTA FE R.R. CROSSING, IN THE
 FL1194'SOUTHEAST CORNER OF CULTIVATED (UNFENCED) FIELD.  74 FEET WEST OF
 FL1194'CENTERLINE OF ROAD, 31 FEET WEST OF FENCE CORNER OF ADJOINING FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0498 ***********************************************************************
 EN0498  DESIGNATION -  Z 539
 EN0498  PID         -  EN0498
 EN0498  STATE/COUNTY-  TX/ARMSTRONG
 EN0498  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0498
 EN0498                         *CURRENT SURVEY CONTROL
 EN0498  ___________________________________________________________________
 EN0498* NAD 83(1986)-  34 59 21.     (N)    101 39 58.     (W)     SCALED    
 EN0498* NAVD 88     -      1050.372  (meters)    3446.10   (feet)  ADJUSTED  
 EN0498  ___________________________________________________________________
 EN0498  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 EN0498  DYNAMIC HT  -        1049.114 (meters)    3441.97  (feet)  COMP
 EN0498  MODELED GRAV-     979,401.2   (mgal)                       NAVD 88
 EN0498
 EN0498  VERT ORDER  -  SECOND    CLASS 0
 EN0498
 EN0498.The horizontal coordinates were scaled from a topographic map and have
 EN0498.an estimated accuracy of +/- 6 seconds.
 EN0498
 EN0498.The orthometric height was determined by differential leveling
 EN0498.and adjusted by the National Geodetic Survey in June 1991..
 EN0498
 EN0498.The geoid height was determined by GEOID03.
 EN0498
 EN0498.The dynamic height is computed by dividing the NAVD 88
 EN0498.geopotential number by the normal gravity value computed on the
 EN0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0498.degrees latitude (g = 980.6199 gals.).
 EN0498
 EN0498.The modeled gravity was interpolated from observed gravity values.
 EN0498
 EN0498;                    North         East    Units  Estimated Accuracy
 EN0498;SPC TX N     - 1,109,750.      184,840.      MT  (+/- 180 meters Scaled)
 EN0498
 EN0498                          SUPERSEDED SURVEY CONTROL
 EN0498
 EN0498  NGVD 29 (??/??/92) 1049.902  (m)         3444.55   (f) ADJ UNCH    2 0
 EN0498
 EN0498.Superseded values are not recommended for survey control.
 EN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0498.See file dsdata.txt to determine how the superseded data were derived.
 EN0498
 EN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD566750(NAD 83)
 EN0498_MARKER: DB = BENCH MARK DISK
 EN0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0498_STAMPING: Z 539 1935
 EN0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0498+STABILITY: SURFACE MOTION
 EN0498
 EN0498  HISTORY     - Date     Condition        Report By
 EN0498  HISTORY     - 1935     MONUMENTED       CGS
 EN0498  HISTORY     - 1956     GOOD             USGS
 EN0498
 EN0498                          STATION DESCRIPTION
 EN0498
 EN0498'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 EN0498'19.3 MI SW FROM WASHBURN.
 EN0498'19.3 MILES SOUTHWEST OF WASHBURN, ARMSTRONG COUNTY.  THIS BENCH MARK
 EN0498'MAY BE REACHED FROM THE POST OFFICE BY GOING 2.3 MILES WEST ALONG U.S.
 EN0498'HIGHWAY 287, THENCE 13.8 MILES SOUTH ALONG A DIRT ROAD, THENCE 1 MILE
 EN0498'WEST TO THE DR. GUY OWENS BARN, CONTINUE WEST ALONG A TRAIL 1.8 MILES
 EN0498'TO A WINDMILL, THENCE NORTHWEST, WEST, THEN SOUTHWEST (A TOTAL
 EN0498'DISTANCE OF ABOUT ONE MILE) TO A FENCE GATE (1.8 MILES SOUTH OF DR.
 EN0498'GUY OWENS RANCH HOUSE).  IT IS ABOUT 160 FEET EAST OF THE RIM OF PALO
 EN0498'DURO CANYON, 15 FEET NORTH OF THE TRAIL, AND 2 FEET WEST OF THE
 EN0498'NORTH-AND-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0451 ***********************************************************************
 EN0451  DESIGNATION -  Z 540
 EN0451  PID         -  EN0451
 EN0451  STATE/COUNTY-  TX/RANDALL
 EN0451  USGS QUAD   -  CANYON (1984)
 EN0451
 EN0451                         *CURRENT SURVEY CONTROL
 EN0451  ___________________________________________________________________
 EN0451* NAD 83(1986)-  34 58 43.     (N)    101 53 58.     (W)     SCALED    
 EN0451* NAVD 88     -      1078.107  (meters)    3537.09   (feet)  ADJUSTED  
 EN0451  ___________________________________________________________________
 EN0451  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 EN0451  DYNAMIC HT  -        1076.806 (meters)    3532.82  (feet)  COMP
 EN0451  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 EN0451
 EN0451  VERT ORDER  -  SECOND    CLASS 0
 EN0451
 EN0451.The horizontal coordinates were scaled from a topographic map and have
 EN0451.an estimated accuracy of +/- 6 seconds.
 EN0451
 EN0451.The orthometric height was determined by differential leveling
 EN0451.and adjusted by the National Geodetic Survey in June 1991..
 EN0451
 EN0451.The geoid height was determined by GEOID03.
 EN0451
 EN0451.The dynamic height is computed by dividing the NAVD 88
 EN0451.geopotential number by the normal gravity value computed on the
 EN0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0451.degrees latitude (g = 980.6199 gals.).
 EN0451
 EN0451.The modeled gravity was interpolated from observed gravity values.
 EN0451
 EN0451;                    North         East    Units  Estimated Accuracy
 EN0451;SPC TX N     - 1,108,640.      163,530.      MT  (+/- 180 meters Scaled)
 EN0451
 EN0451                          SUPERSEDED SURVEY CONTROL
 EN0451
 EN0451  NGVD 29 (??/??/92) 1077.643  (m)         3535.57   (f) ADJ UNCH    2 0
 EN0451
 EN0451.Superseded values are not recommended for survey control.
 EN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0451.See file dsdata.txt to determine how the superseded data were derived.
 EN0451
 EN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD353745(NAD 83)
 EN0451_MARKER: DB = BENCH MARK DISK
 EN0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0451_STAMPING: Z 540 1934
 EN0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0451+STABILITY: SURFACE MOTION
 EN0451
 EN0451  HISTORY     - Date     Condition        Report By
 EN0451  HISTORY     - 1934     MONUMENTED       CGS
 EN0451  HISTORY     - 1943     MARK NOT FOUND   NGS
 EN0451  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0451  HISTORY     - 1984     GOOD             NGS
 EN0451
 EN0451                          STATION DESCRIPTION
 EN0451
 EN0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0451'1.5 MI E FROM CANYON.
 EN0451'1.5 MILES EAST ALONG PALO DURO DRIVE (STATE HIGHWAY 217) FROM THE
 EN0451'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, AT THE NORTHEAST CORNER
 EN0451'OF THE CANYON COUNTY CLUB GOLF COURSE, ON A SMALL KNOLL, ABOUT 350
 EN0451'FEET SOUTHWEST OF A SMALL WHITE RANCH HOUSE, NEAR A ROAD INTERSECTION,
 EN0451'83 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 41 FEET SOUTHWEST
 EN0451'OF A FENCE CORENR.  A STANDARD DISK, STAMPED Z 540 1935 AND SET IN THE
 EN0451'TOP OF A CONCRETE POST.  NOTE-- ROAD WORK IN AREA.
 EN0451
 EN0451                          STATION RECOVERY (1980)
 EN0451
 EN0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0451'MARK NOT FOUND.
 EN0451
 EN0451                          STATION RECOVERY (1984)
 EN0451
 EN0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0563 ***********************************************************************
 FL0563  DESIGNATION -  Z 541
 FL0563  PID         -  FL0563
 FL0563  STATE/COUNTY-  TX/ROBERTS
 FL0563  USGS QUAD   -  PAMPA NE (1972)
 FL0563
 FL0563                         *CURRENT SURVEY CONTROL
 FL0563  ___________________________________________________________________
 FL0563* NAD 83(1986)-  35 39 56.     (N)    100 49 50.     (W)     SCALED    
 FL0563* NAVD 88     -       957.891  (meters)    3142.68   (feet)  ADJUSTED  
 FL0563  ___________________________________________________________________
 FL0563  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 FL0563  DYNAMIC HT  -         956.829 (meters)    3139.20  (feet)  COMP
 FL0563  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 FL0563
 FL0563  VERT ORDER  -  SECOND    CLASS 0
 FL0563
 FL0563.The horizontal coordinates were scaled from a topographic map and have
 FL0563.an estimated accuracy of +/- 6 seconds.
 FL0563
 FL0563.The orthometric height was determined by differential leveling
 FL0563.and adjusted by the National Geodetic Survey in June 1991..
 FL0563
 FL0563.The geoid height was determined by GEOID03.
 FL0563
 FL0563.The dynamic height is computed by dividing the NAVD 88
 FL0563.geopotential number by the normal gravity value computed on the
 FL0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0563.degrees latitude (g = 980.6199 gals.).
 FL0563
 FL0563.The modeled gravity was interpolated from observed gravity values.
 FL0563
 FL0563;                    North         East    Units  Estimated Accuracy
 FL0563;SPC TX N     - 1,184,980.      260,610.      MT  (+/- 180 meters Scaled)
 FL0563
 FL0563                          SUPERSEDED SURVEY CONTROL
 FL0563
 FL0563  NGVD 29 (??/??/92)  957.471  (m)         3141.30   (f) ADJ UNCH    2 0
 FL0563
 FL0563.Superseded values are not recommended for survey control.
 FL0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0563.See file dsdata.txt to determine how the superseded data were derived.
 FL0563
 FL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE343483(NAD 83)
 FL0563_MARKER: DB = BENCH MARK DISK
 FL0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0563_STAMPING: Z 541 1935
 FL0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0563+STABILITY: SURFACE MOTION
 FL0563
 FL0563  HISTORY     - Date     Condition        Report By
 FL0563  HISTORY     - 1935     MONUMENTED       CGS
 FL0563  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0563
 FL0563                          STATION DESCRIPTION
 FL0563
 FL0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0563'5.1 MI N FROM HOOVER.
 FL0563'LN ROBERTS COUNTY, 5.1 MILES NORTH AND 2.0 MILES EAST ALONG GRADED
 FL0563'ROADS FROM THE POST OFFICE AT HOOVER, GRAY COUNTY, 1.0 MILE WEST OF A
 FL0563'GULF SERVICE STATION, 43.8 FEET NORTHWEST OF A ROAD INTERSECTION, 36.4
 FL0563'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 25.6 FEET
 FL0563'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 FL0563'STAMPED Z 541 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0563
 FL0563                          STATION RECOVERY (1971)
 FL0563
 FL0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0586 ***********************************************************************
 FL0586  DESIGNATION -  Z 543
 FL0586  PID         -  FL0586
 FL0586  STATE/COUNTY-  TX/ROBERTS
 FL0586  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0586
 FL0586                         *CURRENT SURVEY CONTROL
 FL0586  ___________________________________________________________________
 FL0586* NAD 83(1986)-  35 56 37.     (N)    100 33 27.     (W)     SCALED    
 FL0586* NAVD 88     -       742.884  (meters)    2437.28   (feet)  ADJUSTED  
 FL0586  ___________________________________________________________________
 FL0586  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FL0586  DYNAMIC HT  -         742.092 (meters)    2434.68  (feet)  COMP
 FL0586  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 FL0586
 FL0586  VERT ORDER  -  SECOND    CLASS 0
 FL0586
 FL0586.The horizontal coordinates were scaled from a topographic map and have
 FL0586.an estimated accuracy of +/- 6 seconds.
 FL0586
 FL0586.The orthometric height was determined by differential leveling
 FL0586.and adjusted by the National Geodetic Survey in June 1991..
 FL0586
 FL0586.The geoid height was determined by GEOID03.
 FL0586
 FL0586.The dynamic height is computed by dividing the NAVD 88
 FL0586.geopotential number by the normal gravity value computed on the
 FL0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0586.degrees latitude (g = 980.6199 gals.).
 FL0586
 FL0586.The modeled gravity was interpolated from observed gravity values.
 FL0586
 FL0586;                    North         East    Units  Estimated Accuracy
 FL0586;SPC TX N     - 1,216,030.      285,030.      MT  (+/- 180 meters Scaled)
 FL0586
 FL0586                          SUPERSEDED SURVEY CONTROL
 FL0586
 FL0586  NGVD 29 (??/??/92)  742.534  (m)         2436.13   (f) ADJ UNCH    2 0
 FL0586
 FL0586.Superseded values are not recommended for survey control.
 FL0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0586.See file dsdata.txt to determine how the superseded data were derived.
 FL0586
 FL0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE595788(NAD 83)
 FL0586_MARKER: DB = BENCH MARK DISK
 FL0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0586_STAMPING: Z 543 1935
 FL0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0586+STABILITY: SURFACE MOTION
 FL0586
 FL0586  HISTORY     - Date     Condition        Report By
 FL0586  HISTORY     - 1935     MONUMENTED       CGS
 FL0586  HISTORY     - 1948     GOOD             NGS
 FL0586  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 FL0586
 FL0586                          STATION DESCRIPTION
 FL0586
 FL0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 FL0586'10.8 MI W FROM CANADIAN.
 FL0586'LN ROBERTS COUNTY, 10.8 MILES WEST ALONG A GRADED ROAD FROM THE POST
 FL0586'OFFICE AT CANADIAN, HEMPHILL COUNTY, 0.6 MILE EAST OF A ROAD JUNCTION,
 FL0586'ABOUT 550 FEET WEST OF THE WEST END OF A WHITE BRIDGE, 226 FEET NORTH
 FL0586'OF THE NORTHEAST CORNER OF THE J.B. WATERFIELD RANCH HOUSE, AND 30.5
 FL0586'FEET SOUTH OF THE SOUTH END OF A CATTLE GUARD.  A STANDARD DISK,
 FL0586'STAMPED Z 543 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 FL0586'REPORTED IN JULY 1939-THE MARK HAD BEEN TORN UP BY A ROAD GRADED, BUT
 FL0586'RECOVERED IN 1941.  SINCE THE MARK MAY HAVE BEEN TORN OUT AND
 FL0586'REPLACED, THE ELEVATION SHOULD NOT BE USED FOR CONTROL UNTIL A CHECK
 FL0586'HAS OBTAINED WITH ADJACENT BENCH MARKS.
 FL0586
 FL0586                          STATION RECOVERY (1972)
 FL0586
 FL0586'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 FL0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0963 ***********************************************************************
 FL0963  DESIGNATION -  Z 544
 FL0963  PID         -  FL0963
 FL0963  STATE/COUNTY-  TX/GRAY
 FL0963  USGS QUAD   -  GRANDVIEW SCHOOL (1966)
 FL0963
 FL0963                         *CURRENT SURVEY CONTROL
 FL0963  ___________________________________________________________________
 FL0963* NAD 83(1986)-  35 17 05.     (N)    101 00 33.     (W)     SCALED    
 FL0963* NAVD 88     -       995.554  (meters)    3266.25   (feet)  ADJUSTED  
 FL0963  ___________________________________________________________________
 FL0963  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 FL0963  DYNAMIC HT  -         994.426 (meters)    3262.55  (feet)  COMP
 FL0963  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 FL0963
 FL0963  VERT ORDER  -  SECOND    CLASS 0
 FL0963
 FL0963.The horizontal coordinates were scaled from a topographic map and have
 FL0963.an estimated accuracy of +/- 6 seconds.
 FL0963
 FL0963.The orthometric height was determined by differential leveling
 FL0963.and adjusted by the National Geodetic Survey in June 1991..
 FL0963
 FL0963.The geoid height was determined by GEOID03.
 FL0963
 FL0963.The dynamic height is computed by dividing the NAVD 88
 FL0963.geopotential number by the normal gravity value computed on the
 FL0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0963.degrees latitude (g = 980.6199 gals.).
 FL0963
 FL0963.The modeled gravity was interpolated from observed gravity values.
 FL0963
 FL0963;                    North         East    Units  Estimated Accuracy
 FL0963;SPC TX N     - 1,142,630.      244,650.      MT  (+/- 180 meters Scaled)
 FL0963
 FL0963                          SUPERSEDED SURVEY CONTROL
 FL0963
 FL0963  NGVD 29 (??/??/92)  995.13   (m)         3264.9    (f) COMPUTED    2 0
 FL0963
 FL0963.Superseded values are not recommended for survey control.
 FL0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0963.See file dsdata.txt to determine how the superseded data were derived.
 FL0963
 FL0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE172064(NAD 83)
 FL0963_MARKER: DB = BENCH MARK DISK
 FL0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0963_STAMPING: Z 544 1935
 FL0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0963+STABILITY: SURFACE MOTION
 FL0963
 FL0963  HISTORY     - Date     Condition        Report By
 FL0963  HISTORY     - 1935     MONUMENTED       CGS
 FL0963
 FL0963                          STATION DESCRIPTION
 FL0963
 FL0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0963'6.9 MI N FROM BOYDSTON.
 FL0963'6.9 MILES NORTH ALONG A GRADED ROAD FROM THE CHICAGO, ROCK ISLAND AND
 FL0963'PACIFIC RAILWAY STATION AT BOYDSTON, GRAY COUNTY, 1.4 MILES SOUTH OF
 FL0963'THE GRAND VIEW SCHOOL, AT A ROAD INTERSECTION, 70.8 FEET SOUTHWEST OF
 FL0963'THE CENTER OF THE INTERSECTION, 61.4 FEET WEST OF THE CENTERLINE OF
 FL0963'THE NORTH-AND-SOUTH ROAD, 32.8 FEET SOUTH OF THE CENTERLINE OF THE
 FL0963'EAST-AND-WEST ROAD, AND 2.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 FL0963'STANDARD DISK, STAMPED Z 544 1935 AND SET IN THE TOP OF A CONCRETE
 FL0963'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0979 ***********************************************************************
 FL0979  DESIGNATION -  Z 545
 FL0979  PID         -  FL0979
 FL0979  STATE/COUNTY-  TX/CARSON
 FL0979  USGS QUAD   -  PANHANDLE EAST (1966)
 FL0979
 FL0979                         *CURRENT SURVEY CONTROL
 FL0979  ___________________________________________________________________
 FL0979* NAD 83(1986)-  35 16 22.     (N)    101 15 28.     (W)     SCALED    
 FL0979* NAVD 88     -      1030.236  (meters)    3380.03   (feet)  ADJUSTED  
 FL0979  ___________________________________________________________________
 FL0979  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0979  DYNAMIC HT  -        1029.035 (meters)    3376.09  (feet)  COMP
 FL0979  MODELED GRAV-     979,433.4   (mgal)                       NAVD 88
 FL0979
 FL0979  VERT ORDER  -  SECOND    CLASS 0
 FL0979
 FL0979.The horizontal coordinates were scaled from a topographic map and have
 FL0979.an estimated accuracy of +/- 6 seconds.
 FL0979
 FL0979.The orthometric height was determined by differential leveling
 FL0979.and adjusted by the National Geodetic Survey in June 1991..
 FL0979
 FL0979.The geoid height was determined by GEOID03.
 FL0979
 FL0979.The dynamic height is computed by dividing the NAVD 88
 FL0979.geopotential number by the normal gravity value computed on the
 FL0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0979.degrees latitude (g = 980.6199 gals.).
 FL0979
 FL0979.The modeled gravity was interpolated from observed gravity values.
 FL0979
 FL0979;                    North         East    Units  Estimated Accuracy
 FL0979;SPC TX N     - 1,141,230.      222,040.      MT  (+/- 180 meters Scaled)
 FL0979
 FL0979                          SUPERSEDED SURVEY CONTROL
 FL0979
 FL0979  NGVD 29 (??/??/92) 1029.754  (m)         3378.45   (f) ADJ UNCH    2 0
 FL0979
 FL0979.Superseded values are not recommended for survey control.
 FL0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0979.See file dsdata.txt to determine how the superseded data were derived.
 FL0979
 FL0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE946056(NAD 83)
 FL0979_MARKER: DB = BENCH MARK DISK
 FL0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0979_STAMPING: Z 545 1935
 FL0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0979+STABILITY: SURFACE MOTION
 FL0979
 FL0979  HISTORY     - Date     Condition        Report By
 FL0979  HISTORY     - 1935     MONUMENTED       CGS
 FL0979
 FL0979                          STATION DESCRIPTION
 FL0979
 FL0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0979'3.3 MI N FROM LARK.
 FL0979'3.3 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT LARK,
 FL0979'CARSON COUNTY, 1.0 MILE WEST AND 0.8 MILE NORTH ALONG GRADED ROADS.
 FL0979'0.7 MILE SOUTH OF A ROAD JUNCTION, 0.2 MILE SOUTH OF A SMALL UNPAINTED
 FL0979'FARMHOUSE, 37.6 FEET WEST OF THE CENTERLINE OF THE ROAD, 4.5 FEET
 FL0979'SOUTH OF A POLE, AND 1.2 FET WEST OF THE RIGHT-OF-WAY FENCE. A
 FL0979'STANDARD DISK, STAMPED Z 545 1935 AND SET IN THE TOP OF A CONCRETE
 FL0979'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0688 ***********************************************************************
 FL0688  DESIGNATION -  Z 546
 FL0688  PID         -  FL0688
 FL0688  STATE/COUNTY-  TX/HEMPHILL
 FL0688  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0688
 FL0688                         *CURRENT SURVEY CONTROL
 FL0688  ___________________________________________________________________
 FL0688* NAD 83(1986)-  35 37 21.     (N)    100 32 39.     (W)     SCALED    
 FL0688* NAVD 88     -       918.425  (meters)    3013.20   (feet)  ADJUSTED  
 FL0688  ___________________________________________________________________
 FL0688  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FL0688  DYNAMIC HT  -         917.416 (meters)    3009.89  (feet)  COMP
 FL0688  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 FL0688
 FL0688  VERT ORDER  -  SECOND    CLASS 0
 FL0688
 FL0688.The horizontal coordinates were scaled from a topographic map and have
 FL0688.an estimated accuracy of +/- 6 seconds.
 FL0688
 FL0688.The orthometric height was determined by differential leveling
 FL0688.and adjusted by the National Geodetic Survey in June 1991..
 FL0688
 FL0688.The geoid height was determined by GEOID03.
 FL0688
 FL0688.The dynamic height is computed by dividing the NAVD 88
 FL0688.geopotential number by the normal gravity value computed on the
 FL0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0688.degrees latitude (g = 980.6199 gals.).
 FL0688
 FL0688.The modeled gravity was interpolated from observed gravity values.
 FL0688
 FL0688;                    North         East    Units  Estimated Accuracy
 FL0688;SPC TX N     - 1,180,410.      286,580.      MT  (+/- 180 meters Scaled)
 FL0688
 FL0688                          SUPERSEDED SURVEY CONTROL
 FL0688
 FL0688  NGVD 29 (??/??/92)  918.049  (m)         3011.97   (f) ADJ UNCH    2 0
 FL0688
 FL0688.Superseded values are not recommended for survey control.
 FL0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0688.See file dsdata.txt to determine how the superseded data were derived.
 FL0688
 FL0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE601431(NAD 83)
 FL0688_MARKER: DB = BENCH MARK DISK
 FL0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0688_STAMPING: Z 546 1935
 FL0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0688+STABILITY: SURFACE MOTION
 FL0688
 FL0688  HISTORY     - Date     Condition        Report By
 FL0688  HISTORY     - 1935     MONUMENTED       CGS
 FL0688  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0688
 FL0688                          STATION DESCRIPTION
 FL0688
 FL0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0688'9.5 MI SE FROM MIAMI.
 FL0688'TO REACH FROM COURTHOUSE AT MIAMI GO 4.8 MILES SOUTH, THENCE 4.7 MILES
 FL0688'EAST, ALONG GRADED ROADS.  0.3 MILE WEST OF T ROAD JUNCTION, NEAR W.Q.
 FL0688'THORNS FARM HOUSE, IN CORNER OF YARD.  127.2 FEET NORTHEAST OF
 FL0688'NORTHEAST CORNER OF HOUSE, 39.1 FEET SOUTH OF CENTERLINE OF ROAD, AND
 FL0688'2.8 FEET SOUTH OF RIGHT OF WAY FENCE.  NOTE-- RD. WORK IN AREA.
 FL0688
 FL0688                          STATION RECOVERY (1966)
 FL0688
 FL0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0236 ***********************************************************************
 FL0236  DESIGNATION -  Z 548 RESET 1955
 FL0236  PID         -  FL0236
 FL0236  STATE/COUNTY-  TX/WHEELER
 FL0236  USGS QUAD   -  WHEELER (1978)
 FL0236
 FL0236                         *CURRENT SURVEY CONTROL
 FL0236  ___________________________________________________________________
 FL0236* NAD 83(1986)-  35 25 48.     (N)    100 19 32.     (W)     SCALED    
 FL0236* NAVD 88     -       788.36   (meters)    2586.5    (feet)  RESET     
 FL0236  ___________________________________________________________________
 FL0236  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 FL0236
 FL0236  VERT ORDER  -  THIRD
 FL0236
 FL0236.The horizontal coordinates were scaled from a topographic map and have
 FL0236.an estimated accuracy of +/- 6 seconds.
 FL0236
 FL0236.The orthometric height was computed from unverified reset data.
 FL0236
 FL0236.The geoid height was determined by GEOID03.
 FL0236
 FL0236;                    North         East    Units  Estimated Accuracy
 FL0236;SPC TX N     - 1,159,270.      306,640.      MT  (+/- 180 meters Scaled)
 FL0236
 FL0236                          SUPERSEDED SURVEY CONTROL
 FL0236
 FL0236.No superseded survey control is available for this station.
 FL0236
 FL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE796215(NAD 83)
 FL0236_MARKER: DB = BENCH MARK DISK
 FL0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0236_STAMPING: Z 548 RESET 1955
 FL0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0236+STABILITY: SURFACE MOTION
 FL0236
 FL0236  HISTORY     - Date     Condition        Report By
 FL0236  HISTORY     - 1955     MONUMENTED       TXHD
 FL0236
 FL0236                          STATION DESCRIPTION
 FL0236
 FL0236'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 FL0236'3.7 MI SW FROM WHEELER.
 FL0236'0.4 MILE WEST ALONG A GRADED ROAD FROM THE COURTHOUSE AT WHEELER,
 FL0236'WHEELER COUNTY, THENCE 1.0 MILE SOUTH AND 2.3 MILES WEST ALONG GRADED
 FL0236'ROADS.  AT THE TOP OF A SMALL HILL, NORTHEAST OF THE CENTER OF ROAD
 FL0236'INTERSECTION, 56 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST
 FL0236'ROAD, AND NEAR A POLE.  A STANDARD DISK, STAMPED Z 548 RESET 1955 AND
 FL0236'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0449 ***********************************************************************
 FL0449  DESIGNATION -  Z 550
 FL0449  PID         -  FL0449
 FL0449  STATE/COUNTY-  TX/GRAY
 FL0449  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0449
 FL0449                         *CURRENT SURVEY CONTROL
 FL0449  ___________________________________________________________________
 FL0449* NAD 83(1986)-  35 20 35.     (N)    100 42 26.     (W)     SCALED    
 FL0449* NAVD 88     -       883.531  (meters)    2898.72   (feet)  ADJUSTED  
 FL0449  ___________________________________________________________________
 FL0449  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL0449  DYNAMIC HT  -         882.591 (meters)    2895.63  (feet)  COMP
 FL0449  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 FL0449
 FL0449  VERT ORDER  -  SECOND    CLASS 0
 FL0449
 FL0449.The horizontal coordinates were scaled from a topographic map and have
 FL0449.an estimated accuracy of +/- 6 seconds.
 FL0449
 FL0449.The orthometric height was determined by differential leveling
 FL0449.and adjusted by the National Geodetic Survey in June 1991..
 FL0449
 FL0449.The geoid height was determined by GEOID03.
 FL0449
 FL0449.The dynamic height is computed by dividing the NAVD 88
 FL0449.geopotential number by the normal gravity value computed on the
 FL0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0449.degrees latitude (g = 980.6199 gals.).
 FL0449
 FL0449.The modeled gravity was interpolated from observed gravity values.
 FL0449
 FL0449;                    North         East    Units  Estimated Accuracy
 FL0449;SPC TX N     - 1,149,280.      272,060.      MT  (+/- 180 meters Scaled)
 FL0449
 FL0449                          SUPERSEDED SURVEY CONTROL
 FL0449
 FL0449  NGVD 29 (??/??/92)  883.182  (m)         2897.57   (f) ADJ UNCH    2 0
 FL0449
 FL0449.Superseded values are not recommended for survey control.
 FL0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0449.See file dsdata.txt to determine how the superseded data were derived.
 FL0449
 FL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE448124(NAD 83)
 FL0449_MARKER: DB = BENCH MARK DISK
 FL0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0449_STAMPING: Z 550 1935
 FL0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0449+STABILITY: SURFACE MOTION
 FL0449
 FL0449  HISTORY     - Date     Condition        Report By
 FL0449  HISTORY     - 1935     MONUMENTED       CGS
 FL0449  HISTORY     - 1961     MARK NOT FOUND   NGS
 FL0449
 FL0449                          STATION DESCRIPTION
 FL0449
 FL0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FL0449'11.8 MI SE FROM LEFORS.
 FL0449'7.0 MILES SOUTH AND 4.8 MILES EAST ALONG GRADED ROADS FROM THE POST
 FL0449'OFFICE AT LEFORS, 0.4 MILE WEST OF A ROAD JUNCTION, AT A LONG HILL,
 FL0449'23.8 FEET NORTH OF THE CENTERLINE OF THE ROAD, 16.6 FEET WEST OF THE
 FL0449'CENTER OF A GATE TO A FARMHOUSE, AND 2.6 FEET NORTH OF THE
 FL0449'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 550 1935 AND SET IN
 FL0449'THE TOP OF A CONCRETE POST.  NOTE-- REPORTS ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0499 ***********************************************************************
 FL0499  DESIGNATION -  Z 551
 FL0499  PID         -  FL0499
 FL0499  STATE/COUNTY-  TX/GRAY
 FL0499  USGS QUAD   -  DEEP LAKE (1968)
 FL0499
 FL0499                         *CURRENT SURVEY CONTROL
 FL0499  ___________________________________________________________________
 FL0499* NAD 83(1986)-  35 15 22.     (N)    100 58 27.     (W)     SCALED    
 FL0499* NAVD 88     -       986.517  (meters)    3236.60   (feet)  ADJUSTED  
 FL0499  ___________________________________________________________________
 FL0499  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL0499  DYNAMIC HT  -         985.399 (meters)    3232.93  (feet)  COMP
 FL0499  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 FL0499
 FL0499  VERT ORDER  -  SECOND    CLASS 0
 FL0499
 FL0499.The horizontal coordinates were scaled from a topographic map and have
 FL0499.an estimated accuracy of +/- 6 seconds.
 FL0499
 FL0499.The orthometric height was determined by differential leveling
 FL0499.and adjusted by the National Geodetic Survey in June 1991..
 FL0499
 FL0499.The geoid height was determined by GEOID03.
 FL0499
 FL0499.The dynamic height is computed by dividing the NAVD 88
 FL0499.geopotential number by the normal gravity value computed on the
 FL0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0499.degrees latitude (g = 980.6199 gals.).
 FL0499
 FL0499.The modeled gravity was interpolated from observed gravity values.
 FL0499
 FL0499;                    North         East    Units  Estimated Accuracy
 FL0499;SPC TX N     - 1,139,480.      247,850.      MT  (+/- 180 meters Scaled)
 FL0499
 FL0499                          SUPERSEDED SURVEY CONTROL
 FL0499
 FL0499  NGVD 29 (??/??/92)  986.090  (m)         3235.20   (f) ADJ UNCH    2 0
 FL0499
 FL0499.Superseded values are not recommended for survey control.
 FL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0499.See file dsdata.txt to determine how the superseded data were derived.
 FL0499
 FL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE204032(NAD 83)
 FL0499_MARKER: DB = BENCH MARK DISK
 FL0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0499_STAMPING: Z 551 1935
 FL0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0499+STABILITY: SURFACE MOTION
 FL0499
 FL0499  HISTORY     - Date     Condition        Report By
 FL0499  HISTORY     - 1935     MONUMENTED       CGS
 FL0499
 FL0499                          STATION DESCRIPTION
 FL0499
 FL0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0499'8.8 MI N FROM JERICHO.
 FL0499'IN GRAY COUNTY, 8.8 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE POST
 FL0499'OFFICE AT JERICHO, DONLEY COUNTY, AT A CURVE, AT A ROAD JUNCTION, 96
 FL0499'FEET WEST OF THE CENTER OF THE JUNCTION, 54 FEET NORTH OF THE
 FL0499'CENTERLINE OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTERLINE OF THE
 FL0499'EAST-AND-WEST ROAD, AND 3.2 FEET WEST OF A POLE.  A STANDARD DISK,
 FL0499'STAMPED Z 551 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0986 ***********************************************************************
 FL0986  DESIGNATION -  Z 552
 FL0986  PID         -  FL0986
 FL0986  STATE/COUNTY-  TX/CARSON
 FL0986  USGS QUAD   -  CUYLER (1978)
 FL0986
 FL0986                         *CURRENT SURVEY CONTROL
 FL0986  ___________________________________________________________________
 FL0986* NAD 83(1986)-  35 23 23.     (N)    101 16 18.     (W)     SCALED    
 FL0986* NAVD 88     -      1035.729  (meters)    3398.05   (feet)  ADJUSTED  
 FL0986  ___________________________________________________________________
 FL0986  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0986  DYNAMIC HT  -        1034.531 (meters)    3394.12  (feet)  COMP
 FL0986  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 FL0986
 FL0986  VERT ORDER  -  SECOND    CLASS 0
 FL0986
 FL0986.The horizontal coordinates were scaled from a topographic map and have
 FL0986.an estimated accuracy of +/- 6 seconds.
 FL0986
 FL0986.The orthometric height was determined by differential leveling
 FL0986.and adjusted by the National Geodetic Survey in June 1991..
 FL0986
 FL0986.The geoid height was determined by GEOID03.
 FL0986
 FL0986.The dynamic height is computed by dividing the NAVD 88
 FL0986.geopotential number by the normal gravity value computed on the
 FL0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0986.degrees latitude (g = 980.6199 gals.).
 FL0986
 FL0986.The modeled gravity was interpolated from observed gravity values.
 FL0986
 FL0986;                    North         East    Units  Estimated Accuracy
 FL0986;SPC TX N     - 1,154,200.      220,740.      MT  (+/- 180 meters Scaled)
 FL0986
 FL0986                          SUPERSEDED SURVEY CONTROL
 FL0986
 FL0986  NGVD 29 (??/??/92) 1035.26   (m)         3396.5    (f) COMPUTED    2 0
 FL0986
 FL0986.Superseded values are not recommended for survey control.
 FL0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0986.See file dsdata.txt to determine how the superseded data were derived.
 FL0986
 FL0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE936186(NAD 83)
 FL0986_MARKER: DB = BENCH MARK DISK
 FL0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0986_STAMPING: Z 552 1935
 FL0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0986+STABILITY: SURFACE MOTION
 FL0986
 FL0986  HISTORY     - Date     Condition        Report By
 FL0986  HISTORY     - 1935     MONUMENTED       CGS
 FL0986  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0986
 FL0986                          STATION DESCRIPTION
 FL0986
 FL0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0986'5.9 MI SW FROM WHITE DEER.
 FL0986'5.9 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0986'STATION AT WHITE DEER, CARSON COUNTY, 0.9 MILE SOUTHWEST OF A ROAD
 FL0986'CROSSING, 0.2 MILE SOUTHWEST OF MILEPOST 519, 91 YARDS EAST OF THE
 FL0986'NORTHEAST CORNER OF A GRAIN ELEVATOR, 85.7 FEET SOUTH OF THE SOUTH
 FL0986'RAIL OF THE EAST-BOUND TRACK, AND 7.4 FEET NORTH OF THE RGHT-OF-WAY
 FL0986'FENCE.  A STANDARD DISK, STAMPED Z 552 1935 AND SET IN THE TOP OF A
 FL0986'CONCRETE POST.
 FL0986
 FL0986                          STATION RECOVERY (1966)
 FL0986
 FL0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0383 ***********************************************************************
 FL0383  DESIGNATION -  Z 553
 FL0383  PID         -  FL0383
 FL0383  STATE/COUNTY-  TX/GRAY
 FL0383  USGS QUAD   -  BACK (1962)
 FL0383
 FL0383                         *CURRENT SURVEY CONTROL
 FL0383  ___________________________________________________________________
 FL0383* NAD 83(1986)-  35 16 10.     (N)    100 35 29.     (W)     SCALED    
 FL0383* NAVD 88     -       864.293  (meters)    2835.60   (feet)  ADJUSTED  
 FL0383  ___________________________________________________________________
 FL0383  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FL0383  DYNAMIC HT  -         863.363 (meters)    2832.55  (feet)  COMP
 FL0383  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 FL0383
 FL0383  VERT ORDER  -  SECOND    CLASS 0
 FL0383
 FL0383.The horizontal coordinates were scaled from a topographic map and have
 FL0383.an estimated accuracy of +/- 6 seconds.
 FL0383
 FL0383.The orthometric height was determined by differential leveling
 FL0383.and adjusted by the National Geodetic Survey in June 1991..
 FL0383
 FL0383.The geoid height was determined by GEOID03.
 FL0383
 FL0383.The dynamic height is computed by dividing the NAVD 88
 FL0383.geopotential number by the normal gravity value computed on the
 FL0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0383.degrees latitude (g = 980.6199 gals.).
 FL0383
 FL0383.The modeled gravity was interpolated from observed gravity values.
 FL0383
 FL0383;                    North         East    Units  Estimated Accuracy
 FL0383;SPC TX N     - 1,141,210.      282,660.      MT  (+/- 180 meters Scaled)
 FL0383
 FL0383                          SUPERSEDED SURVEY CONTROL
 FL0383
 FL0383  NGVD 29 (??/??/92)  863.962  (m)         2834.52   (f) ADJ UNCH    2 0
 FL0383
 FL0383.Superseded values are not recommended for survey control.
 FL0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0383.See file dsdata.txt to determine how the superseded data were derived.
 FL0383
 FL0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE552040(NAD 83)
 FL0383_MARKER: DB = BENCH MARK DISK
 FL0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0383_STAMPING: Z 553 1935
 FL0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0383+STABILITY: SURFACE MOTION
 FL0383
 FL0383  HISTORY     - Date     Condition        Report By
 FL0383  HISTORY     - 1935     MONUMENTED       CGS
 FL0383
 FL0383                          STATION DESCRIPTION
 FL0383
 FL0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0383'2.8 MI N FROM MCLEAN.
 FL0383'2.8 MILES NORTH ALONG GRADED DIRT ROADS FROM THE POST OFFICE AT
 FL0383'MCLEAN, GRAY COUNTY, 325 FEET SOUTH OF THE SOUTH SIDE OF A LARGE
 FL0383'YELLOW HOUSE, AT A T-ROAD JUNCTION, 49 FEET EAST OF THE CENTERLINE OF
 FL0383'THE NORTH AND SOUTH ROAD, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 FL0383'LEADING EAST, 2 FEET SOUTH OF AN EAST-AND-WEST FENCE LINE, AND 2 FEET
 FL0383'NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Z
 FL0383'553 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FL0383'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0393 ***********************************************************************
 FL0393  DESIGNATION -  Z 554 RESET 1959
 FL0393  PID         -  FL0393
 FL0393  STATE/COUNTY-  TX/GRAY
 FL0393  USGS QUAD   -  BACK (1962)
 FL0393
 FL0393                         *CURRENT SURVEY CONTROL
 FL0393  ___________________________________________________________________
 FL0393* NAD 83(1986)-  35 20 11.     (N)    100 36 34.     (W)     SCALED    
 FL0393* NAVD 88     -       787.73   (meters)    2584.4    (feet)  RESET     
 FL0393  ___________________________________________________________________
 FL0393  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL0393
 FL0393  VERT ORDER  -  THIRD
 FL0393
 FL0393.The horizontal coordinates were scaled from a topographic map and have
 FL0393.an estimated accuracy of +/- 6 seconds.
 FL0393
 FL0393.The orthometric height was computed from unverified reset data.
 FL0393
 FL0393.The geoid height was determined by GEOID03.
 FL0393
 FL0393;                    North         East    Units  Estimated Accuracy
 FL0393;SPC TX N     - 1,148,620.      280,960.      MT  (+/- 180 meters Scaled)
 FL0393
 FL0393                          SUPERSEDED SURVEY CONTROL
 FL0393
 FL0393.No superseded survey control is available for this station.
 FL0393
 FL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE537115(NAD 83)
 FL0393_MARKER: DB = BENCH MARK DISK
 FL0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0393_STAMPING: Z 554 RESET 1959
 FL0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0393+STABILITY: SURFACE MOTION
 FL0393
 FL0393  HISTORY     - Date     Condition        Report By
 FL0393  HISTORY     - 1959     MONUMENTED       CGS
 FL0393
 FL0393                          STATION DESCRIPTION
 FL0393
 FL0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FL0393'3.7 MI S FROM DENWORTH.
 FL0393'ABOUT 3.7 MILES SOUTH FROM DENWORTH, 1.8 MILES SOUTH ALONG STATE
 FL0393'HIGHWAY NO. 273 FROM A WIDE HIGHWAY INTERSECTION AND FM ROADS NOS.
 FL0393'2571 TO THE NORTH AND 2473 TO THE EAST.  HIGHWAY 273 LEADS WEST AND
 FL0393'SOUTH FROM THE INTERSECTION.  THE MARK IS 3 FEET WEST OF THE WEST
 FL0393'RIGHT-OF-WAY FENCE LINE, 18 FEET NORTH OF THE CENTERLINE OF A
 FL0393'CATTLE-GUARD AND AND FARM ROAD LEADING WEST AND ALONG THE SLOPE OF THE
 FL0393'SAND HILLS ON THE NORTH SIDE OF THE MCCLELLON CREEK VALLEY.  A
 FL0393'STANDARD DISK STAMPED Z 554 RESET 1959 IN A CONCRETE MONUMENT ABOUT
 FL0393'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0709 ***********************************************************************
 BY0709  DESIGNATION -  Z 555
 BY0709  PID         -  BY0709
 BY0709  STATE/COUNTY-  TX/ANGELINA
 BY0709  USGS QUAD   -  WELLS SW (1980)
 BY0709
 BY0709                         *CURRENT SURVEY CONTROL
 BY0709  ___________________________________________________________________
 BY0709* NAD 83(1986)-  31 20 51.     (N)    094 53 30.     (W)     SCALED    
 BY0709* NAVD 88     -        79.98   (+/-2cm)     262.4    (feet)  VERTCON   
 BY0709  ___________________________________________________________________
 BY0709  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY0709
 BY0709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0709
 BY0709.The horizontal coordinates were scaled from a topographic map and have
 BY0709.an estimated accuracy of +/- 6 seconds.
 BY0709
 BY0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0709.The vertical order pertains to the NGVD 29 superseded value.
 BY0709
 BY0709.The geoid height was determined by GEOID03.
 BY0709
 BY0709;                    North         East    Units  Estimated Accuracy
 BY0709;SPC TX C     - 3,198,990.    1,217,550.      MT  (+/- 180 meters Scaled)
 BY0709
 BY0709                          SUPERSEDED SURVEY CONTROL
 BY0709
 BY0709  NGVD 29 (??/??/92)   80.033  (m)          262.57   (f) ADJ UNCH    2 0
 BY0709
 BY0709.Superseded values are not recommended for survey control.
 BY0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0709.See file dsdata.txt to determine how the superseded data were derived.
 BY0709
 BY0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ200696(NAD 83)
 BY0709_MARKER: DB = BENCH MARK DISK
 BY0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0709_STAMPING: Z 555 1947
 BY0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0709+STABILITY: SURFACE MOTION
 BY0709
 BY0709  HISTORY     - Date     Condition        Report By
 BY0709  HISTORY     - 1947     MONUMENTED       CGS
 BY0709
 BY0709                          STATION DESCRIPTION
 BY0709
 BY0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0709'12.7 MI W FROM LUFKIN.
 BY0709'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0709'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE SOUTHWEST 7.4
 BY0709'MILES ALONG STATE HIGHWAY NO.94, THENCE NORTH 0.8 MILE ALONG A DIRT
 BY0709'ROAD, THENCE NORTHWEST 4.1 MILES ALONG A DIRT ROAD, 0.1 MILE NORTH OF
 BY0709'THE ENTRANCE TO THE ANGELINA HUNTING CLUB, 40.0 FEET WEST OF THE
 BY0709'CENTER LINE OF THE ROAD, 30.6 FEET SOUTHWEST OF THE CENTER OF THE WEST
 BY0709'END OF A WOODEN CATTLE GUARD, 6.0 FEET NORTH OF A 14 INCH PINE TREE,
 BY0709'6.3 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE, 1.0 FOOT
 BY0709'SOUTH OF A 4 X 4 IN. WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0709'WHICH PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0689 ***********************************************************************
 BY0689  DESIGNATION -  Z 556
 BY0689  PID         -  BY0689
 BY0689  STATE/COUNTY-  TX/HOUSTON
 BY0689  USGS QUAD   -  WELLS (1980)
 BY0689
 BY0689                         *CURRENT SURVEY CONTROL
 BY0689  ___________________________________________________________________
 BY0689* NAD 83(1986)-  31 23 50.     (N)    094 57 54.     (W)     SCALED    
 BY0689* NAVD 88     -        60.32   (+/-2cm)     197.9    (feet)  VERTCON   
 BY0689  ___________________________________________________________________
 BY0689  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY0689
 BY0689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0689
 BY0689.The horizontal coordinates were scaled from a topographic map and have
 BY0689.an estimated accuracy of +/- 6 seconds.
 BY0689
 BY0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0689.The vertical order pertains to the NGVD 29 superseded value.
 BY0689
 BY0689.The geoid height was determined by GEOID03.
 BY0689
 BY0689;                    North         East    Units  Estimated Accuracy
 BY0689;SPC TX C     - 3,204,160.    1,210,320.      MT  (+/- 180 meters Scaled)
 BY0689
 BY0689                          SUPERSEDED SURVEY CONTROL
 BY0689
 BY0689  NGVD 29 (??/??/92)   60.373  (m)          198.07   (f) ADJ UNCH    2 0
 BY0689
 BY0689.Superseded values are not recommended for survey control.
 BY0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0689.See file dsdata.txt to determine how the superseded data were derived.
 BY0689
 BY0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ131752(NAD 83)
 BY0689_MARKER: DB = BENCH MARK DISK
 BY0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0689_SP_SET: BRIDGE ABUTMENT
 BY0689_STAMPING: Z 556 1947
 BY0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0689
 BY0689  HISTORY     - Date     Condition        Report By
 BY0689  HISTORY     - 1947     MONUMENTED       CGS
 BY0689  HISTORY     - 1948     GOOD             NGS
 BY0689
 BY0689                          STATION DESCRIPTION
 BY0689
 BY0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0689'10.4 MI E FROM RATCLIFF.
 BY0689'10.4 MILES EAST ALONG STATE HIGHWAY 103 FROM THE POST OFFICE AT
 BY0689'RATCLIFF, 128.0 FEET SOUTHWEST OF AN ANGELINA-HOUSTON COUNTY-LINE
 BY0689'MARKER, 14.8 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BY0689'A DRILL HOLE IN THE TOP OF AND 1.8 FEET NORTHWEST OF THE SOUTHEAST END
 BY0689'OF THE EAST CONCRETE ABUTMENT OF A BRIDGE ACROSS THE NECHES RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1602 ***********************************************************************
 BY1602  DESIGNATION -  Z 557
 BY1602  PID         -  BY1602
 BY1602  STATE/COUNTY-  TX/TRINITY
 BY1602  USGS QUAD   -  CRECY (1963)
 BY1602
 BY1602                         *CURRENT SURVEY CONTROL
 BY1602  ___________________________________________________________________
 BY1602* NAD 83(1986)-  31 10 51.     (N)    095 02 39.     (W)     SCALED    
 BY1602* NAVD 88     -       110.38   (+/-2cm)     362.1    (feet)  VERTCON   
 BY1602  ___________________________________________________________________
 BY1602  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY1602
 BY1602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1602
 BY1602.The horizontal coordinates were scaled from a topographic map and have
 BY1602.an estimated accuracy of +/- 6 seconds.
 BY1602
 BY1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1602.The vertical order pertains to the NGVD 29 superseded value.
 BY1602
 BY1602.The geoid height was determined by GEOID03.
 BY1602
 BY1602;                    North         East    Units  Estimated Accuracy
 BY1602;SPC TX C     - 3,179,840.    1,203,940.      MT  (+/- 180 meters Scaled)
 BY1602
 BY1602                          SUPERSEDED SURVEY CONTROL
 BY1602
 BY1602  NGVD 29 (??/??/92)  110.402  (m)          362.21   (f) ADJ UNCH    2 0
 BY1602
 BY1602.Superseded values are not recommended for survey control.
 BY1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1602.See file dsdata.txt to determine how the superseded data were derived.
 BY1602
 BY1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ052514(NAD 83)
 BY1602_MARKER: DB = BENCH MARK DISK
 BY1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1602_STAMPING: Z 557 1948
 BY1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1602+STABILITY: SURFACE MOTION
 BY1602
 BY1602  HISTORY     - Date     Condition        Report By
 BY1602  HISTORY     - 1948     MONUMENTED       CGS
 BY1602
 BY1602                          STATION DESCRIPTION
 BY1602
 BY1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1602'5.6 MI SW FROM APPLE SPRINGS.
 BY1602'5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1602'LODGE AT APPLE SPRINGS, 199.6 FEET EAST OF THE SOUTH CORNER OF THE
 BY1602'HOME ECONOMICS BUILDING OF THE CENTERVILLE HIGH SCHOOL, 145.7 FEET
 BY1602'SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE CENTERVILLE HIGH SCHOOL,
 BY1602'129.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 76.0 FEET WEST
 BY1602'OF A POWER LINE JUNCTION POLE, MIDWAY BETWEEN A 7-INCH OAK TREE AND A
 BY1602'15-INCH PINE TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 BY1602'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0940 ***********************************************************************
 BL0940  DESIGNATION -  Z 558
 BL0940  PID         -  BL0940
 BL0940  STATE/COUNTY-  TX/POLK
 BL0940  USGS QUAD   -  COLITA (1972)
 BL0940
 BL0940                         *CURRENT SURVEY CONTROL
 BL0940  ___________________________________________________________________
 BL0940* NAD 83(1986)-  30 55 39.     (N)    095 00 37.     (W)     SCALED    
 BL0940* NAVD 88     -        86.08   (+/-2cm)     282.4    (feet)  VERTCON   
 BL0940  ___________________________________________________________________
 BL0940  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL0940
 BL0940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0940
 BL0940.The horizontal coordinates were scaled from a topographic map and have
 BL0940.an estimated accuracy of +/- 6 seconds.
 BL0940
 BL0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0940.The vertical order pertains to the NGVD 29 superseded value.
 BL0940
 BL0940.The geoid height was determined by GEOID03.
 BL0940
 BL0940;                    North         East    Units  Estimated Accuracy
 BL0940;SPC TX C     - 3,151,940.    1,208,510.      MT  (+/- 180 meters Scaled)
 BL0940
 BL0940                          SUPERSEDED SURVEY CONTROL
 BL0940
 BL0940  NGVD 29 (??/??/92)   86.088  (m)          282.44   (f) ADJ UNCH    2 0
 BL0940
 BL0940.Superseded values are not recommended for survey control.
 BL0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0940.See file dsdata.txt to determine how the superseded data were derived.
 BL0940
 BL0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ079232(NAD 83)
 BL0940_MARKER: DB = BENCH MARK DISK
 BL0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0940_STAMPING: Z 558 1948
 BL0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0940+STABILITY: SURFACE MOTION
 BL0940
 BL0940  HISTORY     - Date     Condition        Report By
 BL0940  HISTORY     - 1948     MONUMENTED       CGS
 BL0940
 BL0940                          STATION DESCRIPTION
 BL0940
 BL0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0940'8.15 MI SW FROM CARMONA.
 BL0940'3.95 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0940'CARMONA, THENCE 4.2 MILES SOUTHWEST ALONG A DIRT ROAD, 23.0 FEET NORTH
 BL0940'OF THE CENTER LINE OF THE ROAD, 18.1 FEET SOUTHWEST OF A 12-INCH OAK
 BL0940'TREE, 16.9 FEET NORTH OF THE NORTH END OF A WOODEN GATE THAT EXTENDS
 BL0940'ACROSS THE ROAD, 1.7 FEET SOUTH OF A REFERENCE POST, 1.1 FEET EAST OF
 BL0940'A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 BL0940'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1547 ***********************************************************************
 BY1547  DESIGNATION -  Z 559
 BY1547  PID         -  BY1547
 BY1547  STATE/COUNTY-  TX/TRINITY
 BY1547  USGS QUAD   -  GROVETON WEST (1963)
 BY1547
 BY1547                         *CURRENT SURVEY CONTROL
 BY1547  ___________________________________________________________________
 BY1547* NAD 83(1986)-  31 05 05.     (N)    095 10 17.     (W)     SCALED    
 BY1547* NAVD 88     -       105.09   (+/-2cm)     344.8    (feet)  VERTCON   
 BY1547  ___________________________________________________________________
 BY1547  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY1547
 BY1547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1547
 BY1547.The horizontal coordinates were scaled from a topographic map and have
 BY1547.an estimated accuracy of +/- 6 seconds.
 BY1547
 BY1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1547.The vertical order pertains to the NGVD 29 superseded value.
 BY1547
 BY1547.The geoid height was determined by GEOID03.
 BY1547
 BY1547;                    North         East    Units  Estimated Accuracy
 BY1547;SPC TX C     - 3,168,620.    1,192,320.      MT  (+/- 180 meters Scaled)
 BY1547
 BY1547                          SUPERSEDED SURVEY CONTROL
 BY1547
 BY1547  NGVD 29 (??/??/92)  105.100  (m)          344.82   (f) ADJ UNCH    2 0
 BY1547
 BY1547.Superseded values are not recommended for survey control.
 BY1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1547.See file dsdata.txt to determine how the superseded data were derived.
 BY1547
 BY1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ928410(NAD 83)
 BY1547_MARKER: DB = BENCH MARK DISK
 BY1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1547_STAMPING: Z 559 1948
 BY1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1547+STABILITY: SURFACE MOTION
 BY1547
 BY1547  HISTORY     - Date     Condition        Report By
 BY1547  HISTORY     - 1948     MONUMENTED       CGS
 BY1547  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1547
 BY1547                          STATION DESCRIPTION
 BY1547
 BY1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1547'3.4 MI NW FROM GROVETON.
 BY1547'3.4 MILES NORTHWEST ALONG U. S. HIGHWAY 287 FROM THE COURTHOUSE AT
 BY1547'GROVETON, 0.9 MILE NORTHWEST OF THE HIGHWAY JUNCTION OF U. S. HIGHWAY
 BY1547'287 AND STATE HIGHWAY 94, 92.0 FEET NORTHWEST OF A 14-INCH OAK TREE,
 BY1547'620.0 FEET NORTHWEST OF THE CENTER OF A JUNCTION WITH A DIRT ROAD
 BY1547'LEADING SOUTHWEST, 61.1 FEET NORTHEAST OF THE CENTER LINE OF THE
 BY1547'HIGHWAY, 1.6 FEET SOUTHEAST OF A REFERENCE POST, 1.3 FEET SOUTHWEST OF
 BY1547'A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 BY1547'THE GROUND.
 BY1547
 BY1547                          STATION RECOVERY (1996)
 BY1547
 BY1547'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1662 ***********************************************************************
 BY1662  DESIGNATION -  Z 560
 BY1662  PID         -  BY1662
 BY1662  STATE/COUNTY-  TX/TRINITY
 BY1662  USGS QUAD   -  GLENDALE (1972)
 BY1662
 BY1662                         *CURRENT SURVEY CONTROL
 BY1662  ___________________________________________________________________
 BY1662* NAD 83(1986)-  31 02 30.     (N)    095 15 20.     (W)     SCALED    
 BY1662* NAVD 88     -        74.39   (+/-2cm)     244.1    (feet)  VERTCON   
 BY1662  ___________________________________________________________________
 BY1662  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY1662
 BY1662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1662
 BY1662.The horizontal coordinates were scaled from a topographic map and have
 BY1662.an estimated accuracy of +/- 6 seconds.
 BY1662
 BY1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1662.The vertical order pertains to the NGVD 29 superseded value.
 BY1662
 BY1662.The geoid height was determined by GEOID03.
 BY1662
 BY1662;                    North         East    Units  Estimated Accuracy
 BY1662;SPC TX C     - 3,163,490.    1,184,510.      MT  (+/- 180 meters Scaled)
 BY1662
 BY1662                          SUPERSEDED SURVEY CONTROL
 BY1662
 BY1662  NGVD 29 (??/??/92)   74.400  (m)          244.09   (f) ADJ UNCH    2 0
 BY1662
 BY1662.Superseded values are not recommended for survey control.
 BY1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1662.See file dsdata.txt to determine how the superseded data were derived.
 BY1662
 BY1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ847364(NAD 83)
 BY1662_MARKER: DB = BENCH MARK DISK
 BY1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1662_STAMPING: Z 560 1948
 BY1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1662+STABILITY: SURFACE MOTION
 BY1662
 BY1662  HISTORY     - Date     Condition        Report By
 BY1662  HISTORY     - 1948     MONUMENTED       CGS
 BY1662
 BY1662                          STATION DESCRIPTION
 BY1662
 BY1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1662'3.45 MI NE FROM GLENDALE.
 BY1662'3.45 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 BY1662'GLENDALE, 129.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 52.0
 BY1662'FEET NORTHEAST OF A TELEPHONE POLE (NUMBER 1014) AND IN LINE WITH THE
 BY1662'ROW OF POLES, 22.5 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD
 BY1662'LEADING TO A FARMHOUSE, 10.0 FEET NORTHWEST OF A FENCE, 1.2 FEET
 BY1662'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1662'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0472 ***********************************************************************
 EN0472  DESIGNATION -  Z 562
 EN0472  PID         -  EN0472
 EN0472  STATE/COUNTY-  TX/RANDALL
 EN0472  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0472
 EN0472                         *CURRENT SURVEY CONTROL
 EN0472  ___________________________________________________________________
 EN0472* NAD 83(1986)-  34 55 54.     (N)    101 38 06.     (W)     SCALED    
 EN0472* NAVD 88     -       846.331  (meters)    2776.67   (feet)  ADJUSTED  
 EN0472  ___________________________________________________________________
 EN0472  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EN0472  DYNAMIC HT  -         845.342 (meters)    2773.43  (feet)  COMP
 EN0472  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 EN0472
 EN0472  VERT ORDER  -  SECOND    CLASS 0
 EN0472
 EN0472.The horizontal coordinates were scaled from a topographic map and have
 EN0472.an estimated accuracy of +/- 6 seconds.
 EN0472
 EN0472.The orthometric height was determined by differential leveling
 EN0472.and adjusted by the National Geodetic Survey in June 1991..
 EN0472
 EN0472.The geoid height was determined by GEOID03.
 EN0472
 EN0472.The dynamic height is computed by dividing the NAVD 88
 EN0472.geopotential number by the normal gravity value computed on the
 EN0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0472.degrees latitude (g = 980.6199 gals.).
 EN0472
 EN0472.The modeled gravity was interpolated from observed gravity values.
 EN0472
 EN0472;                    North         East    Units  Estimated Accuracy
 EN0472;SPC TX N     - 1,103,370.      187,670.      MT  (+/- 180 meters Scaled)
 EN0472
 EN0472                          SUPERSEDED SURVEY CONTROL
 EN0472
 EN0472  NGVD 29 (??/??/92)  845.891  (m)         2775.23   (f) ADJ UNCH    2 0
 EN0472
 EN0472.Superseded values are not recommended for survey control.
 EN0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0472.See file dsdata.txt to determine how the superseded data were derived.
 EN0472
 EN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD593686(NAD 83)
 EN0472_MARKER: DB = BENCH MARK DISK
 EN0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0472_STAMPING: Z 562 1935
 EN0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0472+STABILITY: SURFACE MOTION
 EN0472
 EN0472  HISTORY     - Date     Condition        Report By
 EN0472  HISTORY     - 1935     MONUMENTED       CGS
 EN0472  HISTORY     - 1943     GOOD             NGS
 EN0472
 EN0472                          STATION DESCRIPTION
 EN0472
 EN0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0472'19.4 MI E FROM CANYON.
 EN0472'19.4 MILES EAST ALONG PALO DURO DRIVE FROM THE COUNTY COURTHOUSE AT
 EN0472'CANYON, RANDALL COUNTY, IN PALO DURO CANYON, 294 FEET NORTH OF CREEK
 EN0472'CROSSING 8, 77 FEET WEST OF THE NORTH END OF A DEEP RAVINE, 71 FEET
 EN0472'EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT SOUTHWEST OF A WHITE
 EN0472'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Z 562 1935 AND SET IN
 EN0472'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1185 ***********************************************************************
 AY1185  DESIGNATION -  Z 564
 AY1185  PID         -  AY1185
 AY1185  STATE/COUNTY-  TX/BANDERA
 AY1185  USGS QUAD   -  SECO PASS (1964)
 AY1185
 AY1185                         *CURRENT SURVEY CONTROL
 AY1185  ___________________________________________________________________
 AY1185* NAD 83(1986)-  29 39 59.     (N)    099 25 20.     (W)     SCALED    
 AY1185* NAVD 88     -       463.970  (meters)    1522.21   (feet)  ADJUSTED  
 AY1185  ___________________________________________________________________
 AY1185  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AY1185  DYNAMIC HT  -         463.282 (meters)    1519.95  (feet)  COMP
 AY1185  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 AY1185
 AY1185  VERT ORDER  -  SECOND    CLASS 0
 AY1185
 AY1185.The horizontal coordinates were scaled from a topographic map and have
 AY1185.an estimated accuracy of +/- 6 seconds.
 AY1185
 AY1185.The orthometric height was determined by differential leveling
 AY1185.and adjusted by the National Geodetic Survey in June 1991..
 AY1185
 AY1185.The geoid height was determined by GEOID03.
 AY1185
 AY1185.The dynamic height is computed by dividing the NAVD 88
 AY1185.geopotential number by the normal gravity value computed on the
 AY1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1185.degrees latitude (g = 980.6199 gals.).
 AY1185
 AY1185.The modeled gravity was interpolated from observed gravity values.
 AY1185
 AY1185;                    North         East    Units  Estimated Accuracy
 AY1185;SPC TXSC     - 4,203,230.      559,130.      MT  (+/- 180 meters Scaled)
 AY1185
 AY1185                          SUPERSEDED SURVEY CONTROL
 AY1185
 AY1185  NGVD 29 (??/??/92)  463.841  (m)         1521.79   (f) ADJ UNCH    2 0
 AY1185
 AY1185.Superseded values are not recommended for survey control.
 AY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1185.See file dsdata.txt to determine how the superseded data were derived.
 AY1185
 AY1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT591818(NAD 83)
 AY1185_MARKER: DB = BENCH MARK DISK
 AY1185_SETTING: 66 = SET IN ROCK OUTCROP
 AY1185_SP_SET: ROCK LEDGE
 AY1185_STAMPING: Z 564 1953
 AY1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1185+STABILITY: POSITION/ELEVATION WELL
 AY1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1185+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 AY1185
 AY1185  HISTORY     - Date     Condition        Report By
 AY1185  HISTORY     - 1953     MONUMENTED       CGS
 AY1185  HISTORY     - 1964     GOOD             USGS
 AY1185  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1185  HISTORY     - 20040719 GOOD             TXDOT
 AY1185
 AY1185                          STATION DESCRIPTION
 AY1185
 AY1185'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AY1185'10.7 MI SW FROM TARPLEY.
 AY1185'10.7 MILES SOUTHWEST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1185'TARPLEY 335 FEET NORTHEAST OF BRIDGE OVER SECO CREEK, 205 FEET
 AY1185'SOUTHEAST CENTERLINE OF HIGHWAY IN SMALL DRAIN, SET IN A FLAT ROCK
 AY1185'LEDGE.
 AY1185
 AY1185                          STATION RECOVERY (1993)
 AY1185
 AY1185'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1185'MARK NOT FOUND.
 AY1185
 AY1185                          STATION RECOVERY (2004)
 AY1185
 AY1185'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (DLZ)
 AY1185'DESCRIPTION IS ADEQUATE
 AY1185' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0080 ***********************************************************************
 EO0080  DESIGNATION -  Z 566
 EO0080  PID         -  EO0080
 EO0080  STATE/COUNTY-  TX/RANDALL
 EO0080  USGS QUAD   -  HAPPY HEREFORD RANCH (1984)
 EO0080
 EO0080                         *CURRENT SURVEY CONTROL
 EO0080  ___________________________________________________________________
 EO0080* NAD 83(1986)-  34 48 02.     (N)    102 00 33.     (W)     SCALED    
 EO0080* NAVD 88     -      1146.028  (meters)    3759.93   (feet)  ADJUSTED  
 EO0080  ___________________________________________________________________
 EO0080  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 EO0080  DYNAMIC HT  -        1144.595 (meters)    3755.23  (feet)  COMP
 EO0080  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 EO0080
 EO0080  VERT ORDER  -  SECOND    CLASS 0
 EO0080
 EO0080.The horizontal coordinates were scaled from a topographic map and have
 EO0080.an estimated accuracy of +/- 6 seconds.
 EO0080
 EO0080.The orthometric height was determined by differential leveling
 EO0080.and adjusted by the National Geodetic Survey in June 1991..
 EO0080
 EO0080.The geoid height was determined by GEOID03.
 EO0080
 EO0080.The dynamic height is computed by dividing the NAVD 88
 EO0080.geopotential number by the normal gravity value computed on the
 EO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0080.degrees latitude (g = 980.6199 gals.).
 EO0080
 EO0080.The modeled gravity was interpolated from observed gravity values.
 EO0080
 EO0080;                    North         East    Units  Estimated Accuracy
 EO0080;SPC TX N     - 1,088,930.      153,410.      MT  (+/- 180 meters Scaled)
 EO0080
 EO0080                          SUPERSEDED SURVEY CONTROL
 EO0080
 EO0080  NGVD 29 (??/??/92) 1145.518  (m)         3758.25   (f) ADJ UNCH    2 0
 EO0080
 EO0080.Superseded values are not recommended for survey control.
 EO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0080.See file dsdata.txt to determine how the superseded data were derived.
 EO0080
 EO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU736550(NAD 83)
 EO0080_MARKER: DB = BENCH MARK DISK
 EO0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0080_STAMPING: Z-566 1935
 EO0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0080+STABILITY: SURFACE MOTION
 EO0080
 EO0080  HISTORY     - Date     Condition        Report By
 EO0080  HISTORY     - 1935     MONUMENTED       CGS
 EO0080  HISTORY     - 1961     MARK NOT FOUND   USGS
 EO0080
 EO0080                          STATION DESCRIPTION
 EO0080
 EO0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0080'16.36 MI SE FROM UMBARGER.
 EO0080'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM POST OFFICE GO 0.7 MILES
 EO0080'SOUTHWEST ON STATE HIGHWAY NUMBER 33, 9.6 MILES SOUTH ON GRADED ROAD,
 EO0080'6.06 MILES EAST ON GRADED ROAD, AND 0.77 MILES SOUTH ALONG GRADED
 EO0080'ROAD.  ABOUT 0.77 MILES SOUTH OF RED BRICK SCHOOL BUILDING, 0.11 MILES
 EO0080'NORTH OF FARMHOUSE OF E.S. ROBINSON, 31.0 FEET NORTH OF LINE FENCE
 EO0080'RUNNING EAST, 26.5 FEET EAST OF CENTER LINE OF ROAD, AND 2.4 FEET WEST
 EO0080'OF RIGHT OF WAY FENCE.  NOTE-- ROAD WORK IN AREA.
 EO0080
 EO0080                          STATION RECOVERY (1961)
 EO0080
 EO0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0946 ***********************************************************************
 EN0946  DESIGNATION -  Z 567 RESET
 EN0946  PID         -  EN0946
 EN0946  STATE/COUNTY-  TX/RANDALL
 EN0946  USGS QUAD   -  CANYON SE (1984)
 EN0946
 EN0946                         *CURRENT SURVEY CONTROL
 EN0946  ___________________________________________________________________
 EN0946* NAD 83(1986)-  34 48 12.     (N)    101 50 51.     (W)     SCALED    
 EN0946* NAVD 88     -      1103.97   (meters)    3621.9    (feet)  RESET     
 EN0946  ___________________________________________________________________
 EN0946  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EN0946
 EN0946  VERT ORDER  -  THIRD
 EN0946
 EN0946.The horizontal coordinates were scaled from a topographic map and have
 EN0946.an estimated accuracy of +/- 6 seconds.
 EN0946
 EN0946.The orthometric height was computed from unverified reset data.
 EN0946
 EN0946.The geoid height was determined by GEOID03.
 EN0946
 EN0946;                    North         East    Units  Estimated Accuracy
 EN0946;SPC TX N     - 1,089,180.      168,200.      MT  (+/- 180 meters Scaled)
 EN0946
 EN0946                          SUPERSEDED SURVEY CONTROL
 EN0946
 EN0946.No superseded survey control is available for this station.
 EN0946
 EN0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD395549(NAD 83)
 EN0946_MARKER: DV = VERTICAL CONTROL DISK
 EN0946_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EN0946_SP_SET: HEADERBANK
 EN0946_STAMPING: Z 567 RESET 1980
 EN0946_MARK LOGO: NGS   
 EN0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0946+STABILITY: SURFACE MOTION
 EN0946
 EN0946  HISTORY     - Date     Condition        Report By
 EN0946  HISTORY     - 1980     MONUMENTED       TXHD
 EN0946
 EN0946                          STATION DESCRIPTION
 EN0946
 EN0946'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1980
 EN0946'4.5 MILES (7.2 KM) NORTH OF HAPPY-SWISHER COUNTY, MAYBE REACHED FROM
 EN0946'THE POST OFFICE BY GOING ABOUT 0.5 MILES (0.8 KM) EAST ALONG A CITY
 EN0946'STREET, THENCE 4.4 MILES (7.1 KM) NORTH ALONG INTERSTATE HIGHWAY TO
 EN0946'THE WAYSIDE ROAD UNDERPASS (FARM TO MARKET ROAD 285), IN THE CONCRETE
 EN0946'RIPRAP OF WEST HEADERBANK, 47 FEET (14.3 M) LEFT OF THE CENTERLINE OF
 EN0946'THE SOUTHBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0236 ***********************************************************************
 EN0236  DESIGNATION -  Z 568
 EN0236  PID         -  EN0236
 EN0236  STATE/COUNTY-  TX/ARMSTRONG
 EN0236  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0236
 EN0236                         *CURRENT SURVEY CONTROL
 EN0236  ___________________________________________________________________
 EN0236* NAD 83(1986)-  34 50 43.     (N)    101 26 04.     (W)     SCALED    
 EN0236* NAVD 88     -       761.454  (meters)    2498.20   (feet)  ADJUSTED  
 EN0236  ___________________________________________________________________
 EN0236  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EN0236  DYNAMIC HT  -         760.556 (meters)    2495.26  (feet)  COMP
 EN0236  MODELED GRAV-     979,431.8   (mgal)                       NAVD 88
 EN0236
 EN0236  VERT ORDER  -  SECOND    CLASS 0
 EN0236
 EN0236.The horizontal coordinates were scaled from a topographic map and have
 EN0236.an estimated accuracy of +/- 6 seconds.
 EN0236
 EN0236.The orthometric height was determined by differential leveling
 EN0236.and adjusted by the National Geodetic Survey in June 1991..
 EN0236
 EN0236.The geoid height was determined by GEOID03.
 EN0236
 EN0236.The dynamic height is computed by dividing the NAVD 88
 EN0236.geopotential number by the normal gravity value computed on the
 EN0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0236.degrees latitude (g = 980.6199 gals.).
 EN0236
 EN0236.The modeled gravity was interpolated from observed gravity values.
 EN0236
 EN0236;                    North         East    Units  Estimated Accuracy
 EN0236;SPC TX N     - 1,093,780.      206,000.      MT  (+/- 180 meters Scaled)
 EN0236
 EN0236                          SUPERSEDED SURVEY CONTROL
 EN0236
 EN0236  NGVD 29 (??/??/92)  761.027  (m)         2496.80   (f) ADJ UNCH    2 0
 EN0236
 EN0236.Superseded values are not recommended for survey control.
 EN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0236.See file dsdata.txt to determine how the superseded data were derived.
 EN0236
 EN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD774585(NAD 83)
 EN0236_MARKER: DB = BENCH MARK DISK
 EN0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0236_STAMPING: Z 568 1935
 EN0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0236+STABILITY: SURFACE MOTION
 EN0236
 EN0236  HISTORY     - Date     Condition        Report By
 EN0236  HISTORY     - 1935     MONUMENTED       CGS
 EN0236  HISTORY     - 1943     MARK NOT FOUND   NGS
 EN0236
 EN0236                          STATION DESCRIPTION
 EN0236
 EN0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0236'7.5 MI NE FROM WAYSIDE.
 EN0236'3.2 MILES EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT WAYSIDE,
 EN0236'ARMSTRONG COUNTY, THENCE 4.3 MILES NORTHEAST ALONG THE CANYON ROAD.
 EN0236'ABOUT 400 FEET SOUTH OF THE SOUTH BANK OF THE RIVER, AND ABOUT 225
 EN0236'FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Z
 EN0236'568 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0563 ***********************************************************************
 EN0563  DESIGNATION -  Z 569
 EN0563  PID         -  EN0563
 EN0563  STATE/COUNTY-  TX/SWISHER
 EN0563  USGS QUAD   -  HAPPY (1965)
 EN0563
 EN0563                         *CURRENT SURVEY CONTROL
 EN0563  ___________________________________________________________________
 EN0563* NAD 83(1986)-  34 44 05.     (N)    101 50 24.     (W)     SCALED    
 EN0563* NAVD 88     -      1093.044  (meters)    3586.10   (feet)  ADJUSTED  
 EN0563  ___________________________________________________________________
 EN0563  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EN0563  DYNAMIC HT  -        1091.687 (meters)    3581.64  (feet)  COMP
 EN0563  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 EN0563
 EN0563  VERT ORDER  -  SECOND    CLASS 0
 EN0563
 EN0563.The horizontal coordinates were scaled from a topographic map and have
 EN0563.an estimated accuracy of +/- 6 seconds.
 EN0563
 EN0563.The orthometric height was determined by differential leveling
 EN0563.and adjusted by the National Geodetic Survey in June 1991..
 EN0563
 EN0563.The geoid height was determined by GEOID03.
 EN0563
 EN0563.The dynamic height is computed by dividing the NAVD 88
 EN0563.geopotential number by the normal gravity value computed on the
 EN0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0563.degrees latitude (g = 980.6199 gals.).
 EN0563
 EN0563.The modeled gravity was interpolated from observed gravity values.
 EN0563
 EN0563;                    North         East    Units  Estimated Accuracy
 EN0563;SPC TX N     - 1,081,560.      168,860.      MT  (+/- 180 meters Scaled)
 EN0563
 EN0563                          SUPERSEDED SURVEY CONTROL
 EN0563
 EN0563  NGVD 29 (??/??/92) 1092.610  (m)         3584.67   (f) ADJ UNCH    2 0
 EN0563
 EN0563.Superseded values are not recommended for survey control.
 EN0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0563.See file dsdata.txt to determine how the superseded data were derived.
 EN0563
 EN0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD399472(NAD 83)
 EN0563_MARKER: DB = BENCH MARK DISK
 EN0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0563_STAMPING: Z 569 1935
 EN0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0563+STABILITY: SURFACE MOTION
 EN0563
 EN0563  HISTORY     - Date     Condition        Report By
 EN0563  HISTORY     - 1935     MONUMENTED       CGS
 EN0563  HISTORY     - 1951     MARK NOT FOUND   NGS
 EN0563
 EN0563                          STATION DESCRIPTION
 EN0563
 EN0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EN0563'1.4 MI SE FROM HAPPY.
 EN0563'1.4 MILES SOUTHEAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0563'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0563'EAST, 0.6 MILE SOUTH, AND 0.4 MILE EAST.  IT IS 101 FEET NORTHWEST OF
 EN0563'A BRIDGE OVER A SMALL CREEK, 97 FEET WEST OF THE WEST BANK OF THE
 EN0563'CREEK, 39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 EN0563'SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED Z 569 1935
 EN0563'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK MAY HAVE BEEN
 EN0563'WASHED OUT DUE TO EXTREME EROSION IN A BORROW PIT OF ABOUT 10 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0131 ***********************************************************************
 AM0131  DESIGNATION -  Z 572
 AM0131  PID         -  AM0131
 AM0131  STATE/COUNTY-  TX/MATAGORDA
 AM0131  USGS QUAD   -  WADSWORTH (1972)
 AM0131
 AM0131                         *CURRENT SURVEY CONTROL
 AM0131  ___________________________________________________________________
 AM0131* NAD 83(1986)-  28 48 26.     (N)    095 55 55.     (W)     SCALED    
 AM0131* NAVD 88     -         8.66   (+/-2cm)      28.4    (feet)  VERTCON   
 AM0131  ___________________________________________________________________
 AM0131  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AM0131
 AM0131  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0131
 AM0131.The horizontal coordinates were scaled from a topographic map and have
 AM0131.an estimated accuracy of +/- 6 seconds.
 AM0131
 AM0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0131.The vertical order pertains to the NGVD 29 superseded value.
 AM0131
 AM0131.The geoid height was determined by GEOID03.
 AM0131
 AM0131;                    North         East    Units  Estimated Accuracy
 AM0131;SPC TXSC     - 4,111,860.      899,440.      MT  (+/- 180 meters Scaled)
 AM0131
 AM0131                          SUPERSEDED SURVEY CONTROL
 AM0131
 AM0131  NGVD 29 (??/??/92)    8.707  (m)           28.57   (f) ADJ UNCH    1 1
 AM0131
 AM0131.Superseded values are not recommended for survey control.
 AM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0131.See file dsdata.txt to determine how the superseded data were derived.
 AM0131
 AM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM138901(NAD 83)
 AM0131_MARKER: DB = BENCH MARK DISK
 AM0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0131_SP_SET: CULVERT
 AM0131_STAMPING: Z 572 1941
 AM0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0131
 AM0131  HISTORY     - Date     Condition        Report By
 AM0131  HISTORY     - 1941     MONUMENTED       CGS
 AM0131  HISTORY     - 1951     GOOD             NGS
 AM0131  HISTORY     - 1970     GOOD             USGS
 AM0131  HISTORY     - 1978     GOOD             NGS
 AM0131  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0131
 AM0131                          STATION DESCRIPTION
 AM0131
 AM0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0131'1.8 MI S FROM WADSWORTH.
 AM0131'ABOUT 1.8 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AM0131'FROM THE STATION AT WADSWORTH, MATAGORDA COUNTY, AT THE CROSSING OF A
 AM0131'ROAD LEADING EAST TO A FARMHOUSE, 51 FEET WEST OF THE CENTER LINE OF
 AM0131'THE TRACK, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD, 42 FEET EAST
 AM0131'OF THE CENTER LINE OF STATE HIGHWAY 60, AT A CONCRETE-PIPE CULVERT
 AM0131'UNDER THE ROAD, IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL, AND
 AM0131'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 572
 AM0131'1941.
 AM0131
 AM0131                          STATION RECOVERY (1970)
 AM0131
 AM0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AM0131'RECOVERED IN GOOD CONDITION.
 AM0131
 AM0131                          STATION RECOVERY (1978)
 AM0131
 AM0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0131'1.9 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AM0131'WADSWORTH, AT THE CROSSING OF A ROAD LEADING EAST TO A FARM HOUSE,
 AM0131'42 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 13 FT. NORTH OF THE
 AM0131'CENTER LINE OF THE ROAD, 51 FT. WEST OF THE WEST RAIL OF A RAILROAD,
 AM0131'SET IN TOP OF THE EAST END OF THE NORTH HEADWALL OF A 24-INCH PIPE
 AM0131'CULVERT.
 AM0131
 AM0131                          STATION RECOVERY (2006)
 AM0131
 AM0131'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0131'NEW CONCRETE.  THE OLD CULVERT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0522 ***********************************************************************
 AX0522  DESIGNATION -  Z 574
 AX0522  PID         -  AX0522
 AX0522  STATE/COUNTY-  TX/MATAGORDA
 AX0522  USGS QUAD   -  LANE CITY SE (1980)
 AX0522
 AX0522                         *CURRENT SURVEY CONTROL
 AX0522  ___________________________________________________________________
 AX0522* NAD 83(1986)-  29 03 35.     (N)    096 07 00.     (W)     SCALED    
 AX0522* NAVD 88     -        21.54   (+/-2cm)      70.7    (feet)  VERTCON   
 AX0522  ___________________________________________________________________
 AX0522  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX0522
 AX0522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0522
 AX0522.The horizontal coordinates were scaled from a topographic map and have
 AX0522.an estimated accuracy of +/- 6 seconds.
 AX0522
 AX0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0522.The vertical order pertains to the NGVD 29 superseded value.
 AX0522
 AX0522.The geoid height was determined by GEOID03.
 AX0522
 AX0522;                    North         East    Units  Estimated Accuracy
 AX0522;SPC TXSC     - 4,139,380.      880,720.      MT  (+/- 180 meters Scaled)
 AX0522
 AX0522                          SUPERSEDED SURVEY CONTROL
 AX0522
 AX0522  NGVD 29 (??/??/92)   21.563  (m)           70.74   (f) ADJ UNCH    2 0
 AX0522
 AX0522.Superseded values are not recommended for survey control.
 AX0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0522.See file dsdata.txt to determine how the superseded data were derived.
 AX0522
 AX0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT807180(NAD 83)
 AX0522_MARKER: DB = BENCH MARK DISK
 AX0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0522_STAMPING: Z 574 1941
 AX0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0522+STABILITY: SURFACE MOTION
 AX0522
 AX0522  HISTORY     - Date     Condition        Report By
 AX0522  HISTORY     - 1941     MONUMENTED       CGS
 AX0522  HISTORY     - 1943     GOOD             CGS
 AX0522
 AX0522                          STATION DESCRIPTION
 AX0522
 AX0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0522'7 7 MI NW FROM MARKHAM.
 AX0522'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARKHAM--
 AX0522'PROCEED 3.2 MILES NORTH ALONG PAVED ROAD TO INTERSECTION OF CROSSROAD.
 AX0522'THENCE, TURN RIGHT AND GO 4.5 MILES ALONG THE ROAD TO PIERCE TO THE
 AX0522'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A SMALL
 AX0522'WOODEN BRIDGE, ABOUT 100.0 FEET SOUTH OF SOUTH EDGE OF CULTIVATED
 AX0522'FIELD AND 45.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTER-LINE
 AX0522'OF THE ROAD.  IT IS 3.0 FEET NORTH OF A 4X4 -INCH WOODEN MARKER POST
 AX0522'AND 1.0 FOOT WEST OF RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.6
 AX0522'FOOT.
 AX0522
 AX0522                          STATION RECOVERY (1943)
 AX0522
 AX0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0522'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0522'STATION AT MARKHAM, PROCEED 3.15 MILES NORTHWESTERLY ALONG A PAVED
 AX0522'ROAD TO AN OILED SIDE ROAD INTERSECTION LEADING NORTH TO PIERCE,
 AX0522'THENCE 4.65 MILES NORTHERLY ALONG AN OILED AND DIRT ROAD TO SITE OF
 AX0522'BENCH MARK. BENCH MARK IS ABOUT 0.25 MILE SOUTHEAST OF A SMALL WOODEN
 AX0522'CULVERT AND 45.6 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW THE
 AX0522'CENTERLINE OF ROAD. IT IS 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 AX0522'FENCE, AND 3.8 FEET NORTHWEST OF A 4 X 4 INCH WOODEN MARKER POST.
 AX0522'MONUMENT PROJECTS 0.5 FOOT. A DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0316 ***********************************************************************
 AN0316  DESIGNATION -  Z 575
 AN0316  PID         -  AN0316
 AN0316  STATE/COUNTY-  TX/MATAGORDA
 AN0316  USGS QUAD   -  MIDFIELD (1995)
 AN0316
 AN0316                         *CURRENT SURVEY CONTROL
 AN0316  ___________________________________________________________________
 AN0316* NAD 83(1986)-  28 54 17.     (N)    096 13 03.     (W)     SCALED    
 AN0316* NAVD 88     -        13.55   (+/-2cm)      44.5    (feet)  VERTCON   
 AN0316  ___________________________________________________________________
 AN0316  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN0316
 AN0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0316
 AN0316.The horizontal coordinates were scaled from a topographic map and have
 AN0316.an estimated accuracy of +/- 6 seconds.
 AN0316
 AN0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0316.The vertical order pertains to the NGVD 29 superseded value.
 AN0316
 AN0316.The geoid height was determined by GEOID03.
 AN0316
 AN0316;                    North         East    Units  Estimated Accuracy
 AN0316;SPC TXSC     - 4,121,970.      871,320.      MT  (+/- 180 meters Scaled)
 AN0316
 AN0316                          SUPERSEDED SURVEY CONTROL
 AN0316
 AN0316  NGVD 29 (??/??/92)   13.587  (m)           44.58   (f) ADJ UNCH    2 0
 AN0316
 AN0316.Superseded values are not recommended for survey control.
 AN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0316.See file dsdata.txt to determine how the superseded data were derived.
 AN0316
 AN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT713006(NAD 83)
 AN0316_MARKER: DB = BENCH MARK DISK
 AN0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0316_STAMPING: Z 575 1941
 AN0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0316+STABILITY: SURFACE MOTION
 AN0316
 AN0316  HISTORY     - Date     Condition        Report By
 AN0316  HISTORY     - 1941     MONUMENTED       CGS
 AN0316  HISTORY     - 1951     GOOD             NGS
 AN0316  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0316
 AN0316                          STATION DESCRIPTION
 AN0316
 AN0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0316'2.2 MI N FROM BLESSING.
 AN0316'2.2 MILES NORTH ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 AN0316'RAILROAD STATION AT BLESSING, 84 FEET SOUTH OF MILEPOST 54, 31.5 FEET
 AN0316'WEST OF THE CENTER LINE OF A DIRT ROAD, 44.6 FEET EAST OF THE EAST
 AN0316'RAIL OF THE RAILROAD, 3.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 AN0316'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AN0316
 AN0316                          STATION RECOVERY (1978)
 AN0316
 AN0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0316'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0322 ***********************************************************************
 AN0322  DESIGNATION -  Z 576
 AN0322  PID         -  AN0322
 AN0322  STATE/COUNTY-  TX/MATAGORDA
 AN0322  USGS QUAD   -  MIDFIELD (1995)
 AN0322
 AN0322                         *CURRENT SURVEY CONTROL
 AN0322  ___________________________________________________________________
 AN0322* NAD 83(1986)-  28 59 45.     (N)    096 08 45.     (W)     SCALED    
 AN0322* NAVD 88     -        17.64   (+/-2cm)      57.9    (feet)  VERTCON   
 AN0322  ___________________________________________________________________
 AN0322  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN0322
 AN0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0322
 AN0322.The horizontal coordinates were scaled from a topographic map and have
 AN0322.an estimated accuracy of +/- 6 seconds.
 AN0322
 AN0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0322.The vertical order pertains to the NGVD 29 superseded value.
 AN0322
 AN0322.The geoid height was determined by GEOID03.
 AN0322
 AN0322;                    North         East    Units  Estimated Accuracy
 AN0322;SPC TXSC     - 4,132,230.      878,060.      MT  (+/- 180 meters Scaled)
 AN0322
 AN0322                          SUPERSEDED SURVEY CONTROL
 AN0322
 AN0322  NGVD 29 (??/??/92)   17.670  (m)           57.97   (f) ADJ UNCH    2 0
 AN0322
 AN0322.Superseded values are not recommended for survey control.
 AN0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0322.See file dsdata.txt to determine how the superseded data were derived.
 AN0322
 AN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT780108(NAD 83)
 AN0322_MARKER: DB = BENCH MARK DISK
 AN0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0322_SP_SET: CULVERT
 AN0322_STAMPING: Z 576 1941
 AN0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0322+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AN0322
 AN0322  HISTORY     - Date     Condition        Report By
 AN0322  HISTORY     - 1941     MONUMENTED       CGS
 AN0322  HISTORY     - 1991     GOOD             USPSQD
 AN0322  HISTORY     - 19991015 GOOD             USPSQD
 AN0322  HISTORY     - 20060312 GOOD             USPSQD
 AN0322
 AN0322                          STATION DESCRIPTION
 AN0322
 AN0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0322'0.4 MI W FROM CLEMVILLE.
 AN0322'ABOUT 0.4 MILE WEST ALONG A PAVED ROAD FROM THE ROAD INTERSECTION AT
 AN0322'CLEMVILLE, MATAGORDA COUNTY, AT A 3- BY 3-FOOT CONCRETE BOX CULVERT,
 AN0322'IN THE TOP OF THE NORTH HEAD WALL, 21 FEET NORTH OF THE CENTER LINE OF
 AN0322'THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 AN0322'STAMPED Z 576 1941.
 AN0322
 AN0322                          STATION RECOVERY (1991)
 AN0322
 AN0322'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0322'RECOVERED IN GOOD CONDITION.
 AN0322
 AN0322                          STATION RECOVERY (1999)
 AN0322
 AN0322'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0322'RECOVERED IN GOOD CONDITION.
 AN0322
 AN0322                          STATION RECOVERY (2006)
 AN0322
 AN0322'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0322'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0573 ***********************************************************************
 AX0573  DESIGNATION -  Z 577
 AX0573  PID         -  AX0573
 AX0573  STATE/COUNTY-  TX/WHARTON
 AX0573  USGS QUAD   -  EL CAMPO SE (1981)
 AX0573
 AX0573                         *CURRENT SURVEY CONTROL
 AX0573  ___________________________________________________________________
 AX0573* NAD 83(1986)-  29 00 36.     (N)    096 20 32.     (W)     SCALED    
 AX0573* NAVD 88     -        21.09   (+/-2cm)      69.2    (feet)  VERTCON   
 AX0573  ___________________________________________________________________
 AX0573  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0573
 AX0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0573
 AX0573.The horizontal coordinates were scaled from a topographic map and have
 AX0573.an estimated accuracy of +/- 6 seconds.
 AX0573
 AX0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0573.The vertical order pertains to the NGVD 29 superseded value.
 AX0573
 AX0573.The geoid height was determined by GEOID03.
 AX0573
 AX0573;                    North         East    Units  Estimated Accuracy
 AX0573;SPC TXSC     - 4,133,350.      858,890.      MT  (+/- 180 meters Scaled)
 AX0573
 AX0573                          SUPERSEDED SURVEY CONTROL
 AX0573
 AX0573  NGVD 29 (??/??/92)   21.106  (m)           69.25   (f) ADJ UNCH    2 0
 AX0573
 AX0573.Superseded values are not recommended for survey control.
 AX0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0573.See file dsdata.txt to determine how the superseded data were derived.
 AX0573
 AX0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT588120(NAD 83)
 AX0573_MARKER: DB = BENCH MARK DISK
 AX0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0573_STAMPING: Z 577 1941
 AX0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0573+STABILITY: SURFACE MOTION
 AX0573
 AX0573  HISTORY     - Date     Condition        Report By
 AX0573  HISTORY     - 1941     MONUMENTED       CGS
 AX0573
 AX0573                          STATION DESCRIPTION
 AX0573
 AX0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0573'9.2 MI S FROM LOUISE.
 AX0573'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AX0573'LOUISE-- PROCEED SOUTHWEST ON STATE HIGHWAY 59, 1.1 MILES TO
 AX0573'INTERSECTION OF ROAD TO FRANCITAS.  THENCE TURN LEFT (SOUTHEASTERLY)
 AX0573'TO ROAD TO FRANCITAS AND GO 8.1 MILES TO SITE OF MARK.  BENCH MARK IS
 AX0573'NEAR A GATE IN RIGHT-OF-WAY FENCE, ABOUT 100.0 FEET EAST OF A LARGE
 AX0573'WATER WELL, 63.0 FEET NORTHWEST OF A FENCE CORNER, 31.0 FEET NORTHEAST
 AX0573'OF AND ABOUT THE SAME ELEVATION AS THE ROAD, 10.0 FEET NORTHWEST OF
 AX0573'THE CENTER OF THE GATE, 3.0 FEET NORTH OF A 4X4 INCH WOODEN MARKER
 AX0573'POST AND 1.0 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE. MONUMENT
 AX0573'PROJECTS ABOUT 0.6 FOOT.  MARK STAMPED, Z 577 1941.  A STANDARD DISK
 AX0573'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0555 ***********************************************************************
 AX0555  DESIGNATION -  Z 578
 AX0555  PID         -  AX0555
 AX0555  STATE/COUNTY-  TX/WHARTON
 AX0555  USGS QUAD   -  DANEVANG (1951)
 AX0555
 AX0555                         *CURRENT SURVEY CONTROL
 AX0555  ___________________________________________________________________
 AX0555* NAD 83(1986)-  29 03 25.     (N)    096 13 29.     (W)     SCALED    
 AX0555* NAVD 88     -        21.11   (+/-2cm)      69.3    (feet)  VERTCON   
 AX0555  ___________________________________________________________________
 AX0555  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0555
 AX0555  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0555
 AX0555.The horizontal coordinates were scaled from a topographic map and have
 AX0555.an estimated accuracy of +/- 6 seconds.
 AX0555
 AX0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0555.The vertical order pertains to the NGVD 29 superseded value.
 AX0555
 AX0555.The geoid height was determined by GEOID03.
 AX0555
 AX0555;                    North         East    Units  Estimated Accuracy
 AX0555;SPC TXSC     - 4,138,820.      870,210.      MT  (+/- 180 meters Scaled)
 AX0555
 AX0555                          SUPERSEDED SURVEY CONTROL
 AX0555
 AX0555  NGVD 29 (??/??/92)   21.130  (m)           69.32   (f) ADJ UNCH    2 0
 AX0555
 AX0555.Superseded values are not recommended for survey control.
 AX0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0555.See file dsdata.txt to determine how the superseded data were derived.
 AX0555
 AX0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT702174(NAD 83)
 AX0555_MARKER: DB = BENCH MARK DISK
 AX0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0555_SP_SET: CULVERT
 AX0555_STAMPING: Z 578 1941
 AX0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0555
 AX0555  HISTORY     - Date     Condition        Report By
 AX0555  HISTORY     - 1941     MONUMENTED       CGS
 AX0555  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0555
 AX0555                          STATION DESCRIPTION
 AX0555
 AX0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0555'1.0 MI W FROM DANEVANG.
 AX0555'TO REACH FROM CROSSROAD AT DANEVANG-- PROCEED 1.0 MILE WESTERLY ALONG
 AX0555'GRADED ROAD TO THE INTERSECTION OF A CROSSROAD AND THE SITE OF THE
 AX0555'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH
 AX0555'END OF THE EAST HEADWALL OF A 4X4 FOOT CONCRETE BOX CULVERT UNDER THE
 AX0555'NORTH-SOUTH ROAD.  IT IS 20.0 FEET SOUTH OF AN ABOUT 1.5 FEET ABOVE
 AX0555'THE CENTERLINE OF THE EAST-WEST ROAD.  STAMPED, Z 578 1941.
 AX0555
 AX0555                          STATION RECOVERY (1990)
 AX0555
 AX0555'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0255 ***********************************************************************
 AN0255  DESIGNATION -  Z 579
 AN0255  PID         -  AN0255
 AN0255  STATE/COUNTY-  TX/MATAGORDA
 AN0255  USGS QUAD   -  MARKHAM (1995)
 AN0255
 AN0255                         *CURRENT SURVEY CONTROL
 AN0255  ___________________________________________________________________
 AN0255* NAD 83(1986)-  28 58 59.     (N)    096 00 57.     (W)     SCALED    
 AN0255* NAVD 88     -        16.10   (+/-2cm)      52.8    (feet)  VERTCON   
 AN0255  ___________________________________________________________________
 AN0255  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN0255
 AN0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0255
 AN0255.The horizontal coordinates were scaled from a topographic map and have
 AN0255.an estimated accuracy of +/- 6 seconds.
 AN0255
 AN0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0255.The vertical order pertains to the NGVD 29 superseded value.
 AN0255
 AN0255.The geoid height was determined by GEOID03.
 AN0255
 AN0255;                    North         East    Units  Estimated Accuracy
 AN0255;SPC TXSC     - 4,131,130.      890,760.      MT  (+/- 180 meters Scaled)
 AN0255
 AN0255                          SUPERSEDED SURVEY CONTROL
 AN0255
 AN0255  NGVD 29 (??/??/92)   16.131  (m)           52.92   (f) ADJ UNCH    2 0
 AN0255
 AN0255.Superseded values are not recommended for survey control.
 AN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0255.See file dsdata.txt to determine how the superseded data were derived.
 AN0255
 AN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT907097(NAD 83)
 AN0255_MARKER: DB = BENCH MARK DISK
 AN0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0255_SP_SET: CULVERT
 AN0255_STAMPING: Z 579 1941
 AN0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0255
 AN0255  HISTORY     - Date     Condition        Report By
 AN0255  HISTORY     - 1941     MONUMENTED       CGS
 AN0255  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0255  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0255
 AN0255                          STATION DESCRIPTION
 AN0255
 AN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0255'2.7 MI W FROM BAY CITY.
 AN0255'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 AN0255'BAY CITY, MATAGORDA COUNTY, NEAR THE WEST ENTRANCE TO THE CITY GOLF
 AN0255'COURSE, AT A CONCRETE BOX CULVERT, IN THE TOP OF THE EAST END OF THE
 AN0255'NORTH HEAD WALL, 24.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 AN0255'AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Z
 AN0255'579 1941.
 AN0255
 AN0255                          STATION RECOVERY (1991)
 AN0255
 AN0255'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0255'MARK NOT FOUND.
 AN0255
 AN0255                          STATION RECOVERY (1999)
 AN0255
 AN0255'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0786 ***********************************************************************
 AB0786  DESIGNATION -  Z 58
 AB0786  PID         -  AB0786
 AB0786  STATE/COUNTY-  TX/HIDALGO
 AB0786  USGS QUAD   -  MERCEDES (1983)
 AB0786
 AB0786                         *CURRENT SURVEY CONTROL
 AB0786  ___________________________________________________________________
 AB0786* NAD 83(1986)-  26 08 55.     (N)    097 54 48.     (W)     SCALED    
 AB0786* NAVD 88     -        21.414  (meters)      70.26   (feet)  ADJUSTED  
 AB0786  ___________________________________________________________________
 AB0786  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AB0786  DYNAMIC HT  -          21.379 (meters)      70.14  (feet)  COMP
 AB0786  MODELED GRAV-     979,014.9   (mgal)                       NAVD 88
 AB0786
 AB0786  VERT ORDER  -  FIRST     CLASS II
 AB0786
 AB0786.The horizontal coordinates were scaled from a topographic map and have
 AB0786.an estimated accuracy of +/- 6 seconds.
 AB0786
 AB0786.The orthometric height was determined by differential leveling
 AB0786.and adjusted by the National Geodetic Survey in June 1991..
 AB0786.WARNING-Repeat measurements at this control monument indicate possible
 AB0786.vertical movement.
 AB0786
 AB0786.The geoid height was determined by GEOID03.
 AB0786
 AB0786.The dynamic height is computed by dividing the NAVD 88
 AB0786.geopotential number by the normal gravity value computed on the
 AB0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0786.degrees latitude (g = 980.6199 gals.).
 AB0786
 AB0786.The modeled gravity was interpolated from observed gravity values.
 AB0786
 AB0786;                    North         East    Units  Estimated Accuracy
 AB0786;SPC TX S     - 5,053,530.      358,660.      MT  (+/- 180 meters Scaled)
 AB0786
 AB0786                          SUPERSEDED SURVEY CONTROL
 AB0786
 AB0786.No superseded survey control is available for this station.
 AB0786
 AB0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP086925(NAD 83)
 AB0786_MARKER: DB = BENCH MARK DISK
 AB0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0786_SP_SET: BUILDING
 AB0786_STAMPING: Z 58 1918 70.544
 AB0786_MARK LOGO: CGS   
 AB0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0786+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 AB0786
 AB0786  HISTORY     - Date     Condition        Report By
 AB0786  HISTORY     - 1918     MONUMENTED       CGS
 AB0786  HISTORY     - 1943     GOOD             NGS
 AB0786  HISTORY     - 1981     GOOD             NGS
 AB0786  HISTORY     - 1987     GOOD             USPSQD
 AB0786  HISTORY     - 1988     GOOD             USPSQD
 AB0786  HISTORY     - 20040209 GOOD             GEOCAC
 AB0786
 AB0786                          STATION DESCRIPTION
 AB0786
 AB0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0786'IN MERCEDES.
 AB0786'BENCH MARK IS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH
 AB0786'TEXAS AVENUE AND THIRD STREET, SET VERTICALLY IN THE NORTH WALL OF A
 AB0786'BRICK STORE BUILDING.  IT IS 51.4 FEET EAST OF THE CENTERLINE OF SOUTH
 AB0786'TEXAS AVENUE, 4.3 FEET WEST OF THE WEST EDGE OF A PLATE GLASS WINDOW
 AB0786'AND 2.8 FEET ABOVE THE SIDEWALK.  A DISK SET IN DRILL HOLE.
 AB0786
 AB0786                          STATION RECOVERY (1981)
 AB0786
 AB0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0786'IN MERCEDES, AT THE INTERSECTION OF SOUTH TEXAS AVENUE AND THIRD
 AB0786'STREET, SET VERTICALLY IN THE NORTH FACE OF THE ROYAL HOUSE JEWELRY
 AB0786'STORE, 15.7 METERS (51.4 FT) EAST OF THE CENTERLINE OF SOUTH TEXAS
 AB0786'AVENUE.
 AB0786'THE MARK IS 1.0 M ABOVE SIDEWALK.
 AB0786
 AB0786                          STATION RECOVERY (1987)
 AB0786
 AB0786'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AB0786'RECOVERED IN GOOD CONDITION.
 AB0786
 AB0786                          STATION RECOVERY (1988)
 AB0786
 AB0786'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0786'RECOVERED IN GOOD CONDITION.
 AB0786
 AB0786                          STATION RECOVERY (2004)
 AB0786
 AB0786'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0786'GOOD CONDTION.  ADDRESS OF BUILDING IS 300 TEXAS AVENUE.  NO LONGER A
 AB0786'JEWELRY STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0417 ***********************************************************************
 AN0417  DESIGNATION -  Z 580
 AN0417  PID         -  AN0417
 AN0417  STATE/COUNTY-  TX/CALHOUN
 AN0417  USGS QUAD   -  SEADRIFT (1973)
 AN0417
 AN0417                         *CURRENT SURVEY CONTROL
 AN0417  ___________________________________________________________________
 AN0417* NAD 83(1986)-  28 24 55.     (N)    096 42 39.     (W)     SCALED    
 AN0417* NAVD 88     -         3.40   (+/-2cm)      11.2    (feet)  VERTCON   
 AN0417  ___________________________________________________________________
 AN0417  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0417
 AN0417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0417
 AN0417.The horizontal coordinates were scaled from a topographic map and have
 AN0417.an estimated accuracy of +/- 6 seconds.
 AN0417
 AN0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0417.The vertical order pertains to the NGVD 29 superseded value.
 AN0417
 AN0417.The geoid height was determined by GEOID03.
 AN0417
 AN0417;                    North         East    Units  Estimated Accuracy
 AN0417;SPC TXSC     - 4,066,690.      824,280.      MT  (+/- 180 meters Scaled)
 AN0417
 AN0417                          SUPERSEDED SURVEY CONTROL
 AN0417
 AN0417  NGVD 29 (??/??/92)    3.516  (m)           11.54   (f) ADJ UNCH    2 0
 AN0417
 AN0417.Superseded values are not recommended for survey control.
 AN0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0417.See file dsdata.txt to determine how the superseded data were derived.
 AN0417
 AN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS242453(NAD 83)
 AN0417_MARKER: DB = BENCH MARK DISK
 AN0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0417_SP_SET: NORTHEAST BASE
 AN0417_STAMPING: Z 580 1942
 AN0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0417
 AN0417  HISTORY     - Date     Condition        Report By
 AN0417  HISTORY     - 1942     MONUMENTED       CGS
 AN0417  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0417
 AN0417                          STATION DESCRIPTION
 AN0417
 AN0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0417'IN SEADRIFT.
 AN0417'AT SEADRIFT, CALHOUN COUNTY, ON STATE HIGHWAY 185, 105 FEET NORTH OF
 AN0417'THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILWAY STATION, 35 FEET NORTH
 AN0417'OF THE CENTERLINE OF THE HIGHWAY, 26.6 FEET EAST OF THE CENTERLINE OF
 AN0417'THE MAIN TRACK, AT THE SITE OF AN OLD RAILROAD WATER TANK, AND IN THE
 AN0417'TOP OF THE NORTHEAST BASE.  A STANDARD DISK, STAMPED Z 580 1942.
 AN0417
 AN0417                          STATION RECOVERY (1998)
 AN0417
 AN0417'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2451 ***********************************************************************
 AN2451  DESIGNATION -  Z 580 RESET
 AN2451  PID         -  AN2451
 AN2451  STATE/COUNTY-  TX/CALHOUN
 AN2451  USGS QUAD   -  SEADRIFT (1973)
 AN2451
 AN2451                         *CURRENT SURVEY CONTROL
 AN2451  ___________________________________________________________________
 AN2451* NAD 83(1986)-  28 24 55.     (N)    096 42 39.     (W)     SCALED    
 AN2451* NAVD 88     -         2.52   (+/-2cm)       8.3    (feet)  VERTCON   
 AN2451  ___________________________________________________________________
 AN2451  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN2451
 AN2451  VERT ORDER  -  THIRD (See Below)
 AN2451
 AN2451.The horizontal coordinates were scaled from a topographic map and have
 AN2451.an estimated accuracy of +/- 6 seconds.
 AN2451
 AN2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2451.The vertical order pertains to the NGVD 29 superseded value.
 AN2451
 AN2451.The geoid height was determined by GEOID03.
 AN2451
 AN2451;                    North         East    Units  Estimated Accuracy
 AN2451;SPC TXSC     - 4,066,690.      824,280.      MT  (+/- 180 meters Scaled)
 AN2451
 AN2451                          SUPERSEDED SURVEY CONTROL
 AN2451
 AN2451  NGVD 29 (01/29/03)    2.64   (m)            8.7    (f) RESET       3  
 AN2451
 AN2451.Superseded values are not recommended for survey control.
 AN2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2451.See file dsdata.txt to determine how the superseded data were derived.
 AN2451
 AN2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS242453(NAD 83)
 AN2451_MARKER: DV = VERTICAL CONTROL DISK
 AN2451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN2451_SP_SET: BRIDGE SIDEWALK
 AN2451_STAMPING: Z 580 RESET 1973
 AN2451_MARK LOGO: NGS   
 AN2451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2451
 AN2451  HISTORY     - Date     Condition        Report By
 AN2451  HISTORY     - 1973     MONUMENTED       TXHD
 AN2451
 AN2451                          STATION DESCRIPTION
 AN2451
 AN2451'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1973
 AN2451'IN SEADRIFT, ON STATE HIGHWAY 185, 586 FEET EAST OF THE INTERSECTION
 AN2451'OF STATE HIGHWAY 185 AND MAIN STREET, 34.5 FEET SOUTH OF THE
 AN2451'CENTERLINE OF STATE HIGHWAY 185, IN THE SOUTHWEST CORNER OF THE GREEN
 AN2451'LAKE-SEADRIFT DITCH BRIDGE, IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0296 ***********************************************************************
 AN0296  DESIGNATION -  Z 582
 AN0296  PID         -  AN0296
 AN0296  STATE/COUNTY-  TX/MATAGORDA
 AN0296  USGS QUAD   -  PALACIOS NE (1995)
 AN0296
 AN0296                         *CURRENT SURVEY CONTROL
 AN0296  ___________________________________________________________________
 AN0296* NAD 83(1986)-  28 44 47.     (N)    096 04 28.     (W)     SCALED    
 AN0296* NAVD 88     -         6.77   (+/-2cm)      22.2    (feet)  VERTCON   
 AN0296  ___________________________________________________________________
 AN0296  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN0296
 AN0296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0296
 AN0296.The horizontal coordinates were scaled from a topographic map and have
 AN0296.an estimated accuracy of +/- 6 seconds.
 AN0296
 AN0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0296.The vertical order pertains to the NGVD 29 superseded value.
 AN0296
 AN0296.The geoid height was determined by GEOID03.
 AN0296
 AN0296;                    North         East    Units  Estimated Accuracy
 AN0296;SPC TXSC     - 4,104,770.      885,700.      MT  (+/- 180 meters Scaled)
 AN0296
 AN0296                          SUPERSEDED SURVEY CONTROL
 AN0296
 AN0296  NGVD 29 (??/??/92)    6.823  (m)           22.39   (f) ADJ UNCH    2 0
 AN0296
 AN0296.Superseded values are not recommended for survey control.
 AN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0296.See file dsdata.txt to determine how the superseded data were derived.
 AN0296
 AN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS857833(NAD 83)
 AN0296_MARKER: DB = BENCH MARK DISK
 AN0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0296_STAMPING: Z 582 1941
 AN0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0296+STABILITY: SURFACE MOTION
 AN0296
 AN0296  HISTORY     - Date     Condition        Report By
 AN0296  HISTORY     - 1941     MONUMENTED       CGS
 AN0296
 AN0296                          STATION DESCRIPTION
 AN0296
 AN0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0296'2.0 MI E FROM CITRUS GROVE.
 AN0296'2.0 MILES EAST ALONG A DIRT ROAD FROM CITRUS GROVE, MATAGORDA COUNTY,
 AN0296'EAST OF A WHITE RANCHHOUSE, 28.5 FEET NORTH OF THE CENTER LINE OF THE
 AN0296'ROAD, 0.9 FOOT NORTH OF A FENCE LINE, 4 FEET WEST OF A WHITE WOODEN
 AN0296'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Z 582
 AN0296'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN0296'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0220 ***********************************************************************
 AN0220  DESIGNATION -  Z 583
 AN0220  PID         -  AN0220
 AN0220  STATE/COUNTY-  TX/MATAGORDA
 AN0220  USGS QUAD   -  PALACIOS (1995)
 AN0220
 AN0220                         *CURRENT SURVEY CONTROL
 AN0220  ___________________________________________________________________
 AN0220* NAD 83(1986)-  28 42 06.     (N)    096 13 36.     (W)     SCALED    
 AN0220* NAVD 88     -         1.13   (+/-2cm)       3.7    (feet)  VERTCON   
 AN0220  ___________________________________________________________________
 AN0220  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN0220
 AN0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0220
 AN0220.The horizontal coordinates were scaled from a topographic map and have
 AN0220.an estimated accuracy of +/- 6 seconds.
 AN0220
 AN0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0220.The vertical order pertains to the NGVD 29 superseded value.
 AN0220
 AN0220.The geoid height was determined by GEOID03.
 AN0220
 AN0220;                    North         East    Units  Estimated Accuracy
 AN0220;SPC TXSC     - 4,099,450.      870,960.      MT  (+/- 180 meters Scaled)
 AN0220
 AN0220                          SUPERSEDED SURVEY CONTROL
 AN0220
 AN0220  NGVD 29 (??/??/92)    1.205  (m)            3.95   (f) ADJ UNCH    2 0
 AN0220
 AN0220.Superseded values are not recommended for survey control.
 AN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0220.See file dsdata.txt to determine how the superseded data were derived.
 AN0220
 AN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS709780(NAD 83)
 AN0220_MARKER: DB = BENCH MARK DISK
 AN0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0220_SP_SET: CULVERT
 AN0220_STAMPING: Z 583 1941
 AN0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0220
 AN0220  HISTORY     - Date     Condition        Report By
 AN0220  HISTORY     - 1941     MONUMENTED       CGS
 AN0220
 AN0220                          STATION DESCRIPTION
 AN0220
 AN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0220'0.9 MI W FROM PALACIOS.
 AN0220'0.9 MILE WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0220'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, AT THE NORTH END OF
 AN0220'FOUR COMBINED 3- BY 3-FOOT CONCRETE CULVERTS UNDER THE HIGHWAY, AND IN
 AN0220'THE TOP OF THE WEST WING WALL.  A STANDARD DISK, STAMPED Z 583 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0132 ***********************************************************************
 AN0132  DESIGNATION -  Z 584
 AN0132  PID         -  AN0132
 AN0132  STATE/COUNTY-  TX/JACKSON
 AN0132  USGS QUAD   -  FRANCITAS (1995)
 AN0132
 AN0132                         *CURRENT SURVEY CONTROL
 AN0132  ___________________________________________________________________
 AN0132* NAD 83(1986)-  28 45 16.     (N)    096 21 06.     (W)     SCALED    
 AN0132* NAVD 88     -         7.30   (+/-2cm)      24.0    (feet)  VERTCON   
 AN0132  ___________________________________________________________________
 AN0132  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0132
 AN0132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0132
 AN0132.The horizontal coordinates were scaled from a topographic map and have
 AN0132.an estimated accuracy of +/- 6 seconds.
 AN0132
 AN0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0132.The vertical order pertains to the NGVD 29 superseded value.
 AN0132
 AN0132.The geoid height was determined by GEOID03.
 AN0132
 AN0132;                    North         East    Units  Estimated Accuracy
 AN0132;SPC TXSC     - 4,105,010.      858,610.      MT  (+/- 180 meters Scaled)
 AN0132
 AN0132                          SUPERSEDED SURVEY CONTROL
 AN0132
 AN0132  NGVD 29 (??/??/92)    7.38   (m)           24.2    (f) COMPUTED    2 0
 AN0132
 AN0132.Superseded values are not recommended for survey control.
 AN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0132.See file dsdata.txt to determine how the superseded data were derived.
 AN0132
 AN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS586836(NAD 83)
 AN0132_MARKER: DB = BENCH MARK DISK
 AN0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0132_STAMPING: Z-584 1942
 AN0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0132+STABILITY: SURFACE MOTION
 AN0132
 AN0132  HISTORY     - Date     Condition        Report By
 AN0132  HISTORY     - 1942     MONUMENTED       CGS
 AN0132
 AN0132                          STATION DESCRIPTION
 AN0132
 AN0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0132'9.0 MI SW FROM FRANCITAS.
 AN0132'TO REACH FROM MISSOURI PACIFIC R.R. STATION AT FRANCITAS-- GO
 AN0132'SOUTHWESTERLY 2.2 MILES ALONG OILED ROAD TO FORK IN ROAD, THENCE
 AN0132'SOUTHERLY (LEFT) 3.8 MILES ALONG SHELL SURFACED ROAD TO CROSS ROAD,
 AN0132'THENCE WESTERLY (RIGHT) 3.0 MILES TO SITE OF MARK.  BENCH MARK IS 37.0
 AN0132'FT. NORTHWEST OF CENTERLINE OF ROAD, 7.0 FT. NORTHEAST OF WOODEN GATE.
 AN0132'ABOUT 212 FT. NORTHWEST OF A WINDMILL.  4.0 FT. SOUTHWEST OF 4X4
 AN0132'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FT.  A STANDARD DISK SET IN
 AN0132'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0131 ***********************************************************************
 AN0131  DESIGNATION -  Z 584 RESET 1954
 AN0131  PID         -  AN0131
 AN0131  STATE/COUNTY-  TX/JACKSON
 AN0131  USGS QUAD   -  FRANCITAS (1995)
 AN0131
 AN0131                         *CURRENT SURVEY CONTROL
 AN0131  ___________________________________________________________________
 AN0131* NAD 83(1986)-  28 45 16.     (N)    096 21 06.     (W)     SCALED    
 AN0131* NAVD 88     -         7.02   (+/-2cm)      23.0    (feet)  VERTCON   
 AN0131  ___________________________________________________________________
 AN0131  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0131
 AN0131  VERT ORDER  -  THIRD (See Below)
 AN0131
 AN0131.The horizontal coordinates were scaled from a topographic map and have
 AN0131.an estimated accuracy of +/- 6 seconds.
 AN0131
 AN0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0131.The vertical order pertains to the NGVD 29 superseded value.
 AN0131
 AN0131.The geoid height was determined by GEOID03.
 AN0131
 AN0131;                    North         East    Units  Estimated Accuracy
 AN0131;SPC TXSC     - 4,105,010.      858,610.      MT  (+/- 180 meters Scaled)
 AN0131
 AN0131                          SUPERSEDED SURVEY CONTROL
 AN0131
 AN0131  NGVD 29 (??/??/??)    7.09   (m)           23.3    (f) RESET       3  
 AN0131
 AN0131.Superseded values are not recommended for survey control.
 AN0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0131.See file dsdata.txt to determine how the superseded data were derived.
 AN0131
 AN0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS586836(NAD 83)
 AN0131_MARKER: DB = BENCH MARK DISK
 AN0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0131_STAMPING: Z 584 RESET 1954
 AN0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0131+STABILITY: SURFACE MOTION
 AN0131
 AN0131  HISTORY     - Date     Condition        Report By
 AN0131  HISTORY     - 1954     MONUMENTED       TXHD
 AN0131
 AN0131                          STATION DESCRIPTION
 AN0131
 AN0131'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0131'9 MI SW FROM FRANCITAS.
 AN0131'2.2 MILES SOUTHWEST ALONG A SHELL ROAD FROM THE ST. LOUIS, BROWNSVILLE
 AN0131'AND MEXICO RAILWAY FROM THE STATION AT FRANCITAS, JACKSON COUNTY,
 AN0131'THENCE 3.8 MILES SOUTH ALONG A DIRT ROAD, AND THENCE 3.0 MILES WEST
 AN0131'ALONG FARM-TO-MARKET HIGHWAY 1862.  ABOUT 220 NORTHWEST OF A WINDMILL,
 AN0131'63.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 AN0131'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY IN A PASTURE, AND 15.0
 AN0131'FEET NORTHEAST OF AN ALUMINUM GATE.  A STANDARD DISK, STAMPED Z 584
 AN0131'RESET 1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AN0131'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0063 ***********************************************************************
 AH0063  DESIGNATION -  Z 585
 AH0063  PID         -  AH0063
 AH0063  STATE/COUNTY-  TX/NUECES
 AH0063  USGS QUAD   -  ANNAVILLE (1975)
 AH0063
 AH0063                         *CURRENT SURVEY CONTROL
 AH0063  ___________________________________________________________________
 AH0063* NAD 83(1986)-  27 47 01.     (N)    097 37 09.     (W)     SCALED    
 AH0063* NAVD 88     -        20.457  (meters)      67.12   (feet)  ADJUSTED  
 AH0063  ___________________________________________________________________
 AH0063  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0063  DYNAMIC HT  -          20.426 (meters)      67.01  (feet)  COMP
 AH0063  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 AH0063
 AH0063  VERT ORDER  -  FIRST     CLASS I
 AH0063
 AH0063.The horizontal coordinates were scaled from a topographic map and have
 AH0063.an estimated accuracy of +/- 6 seconds.
 AH0063
 AH0063.The orthometric height was determined by differential leveling
 AH0063.and adjusted by the National Geodetic Survey in June 1991..
 AH0063.WARNING-Repeat measurements at this control monument indicate possible
 AH0063.vertical movement.
 AH0063
 AH0063.The geoid height was determined by GEOID03.
 AH0063
 AH0063.The dynamic height is computed by dividing the NAVD 88
 AH0063.geopotential number by the normal gravity value computed on the
 AH0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0063.degrees latitude (g = 980.6199 gals.).
 AH0063
 AH0063.The modeled gravity was interpolated from observed gravity values.
 AH0063
 AH0063;                    North         East    Units  Estimated Accuracy
 AH0063;SPC TX S     - 5,234,850.      386,810.      MT  (+/- 180 meters Scaled)
 AH0063
 AH0063                          SUPERSEDED SURVEY CONTROL
 AH0063
 AH0063  NGVD 29 (??/??/92)   20.549  (m)           67.42   (f) ADJ UNCH    1 1
 AH0063
 AH0063.Superseded values are not recommended for survey control.
 AH0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0063.See file dsdata.txt to determine how the superseded data were derived.
 AH0063
 AH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR360739(NAD 83)
 AH0063_MARKER: DB = BENCH MARK DISK
 AH0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0063_SP_SET: CULVERT
 AH0063_STAMPING: Z 585 1942
 AH0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0063
 AH0063  HISTORY     - Date     Condition        Report By
 AH0063  HISTORY     - 1942     MONUMENTED       CGS
 AH0063  HISTORY     - 1959     GOOD             NGS
 AH0063  HISTORY     - 1968     GOOD             USGS
 AH0063  HISTORY     - 1978     GOOD             NGS
 AH0063  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0063
 AH0063                          STATION DESCRIPTION
 AH0063
 AH0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0063'2.6 MI E FROM ROBSTOWN.
 AH0063'ABOUT 2.6 MILES EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE ST.
 AH0063'LOUIS, BROWNVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, AT THE
 AH0063'CROSSING OF FARM ROAD 1694, 54 FEET SOUTH OF THE SOUTH RAIL, 28 FEET
 AH0063'NORTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF STATE HIGHWAY
 AH0063'44, 8 FEET WEST OF THE CENTER LINE OF FARM ROAD 1694, IN THE TOP OF
 AH0063'THE NORTH HEAD WALL OF A 2 X 10-FOOT BOX CULVERT UNDER STATE HIGHWAY
 AH0063'44, 5 FEET WEST OF THE EAST END OF THE HEAD WALL, ABOUT LEVEL WITH THE
 AH0063'HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.  NOTE-- NOW
 AH0063'THE SOUTHERN PACIFIC LINES.
 AH0063
 AH0063                          STATION RECOVERY (1968)
 AH0063
 AH0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0063'RECOVERED IN GOOD CONDITION.
 AH0063
 AH0063                          STATION RECOVERY (1978)
 AH0063
 AH0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0063'RECOVERED IN GOOD CONDITION.
 AH0063
 AH0063                          STATION RECOVERY (2001)
 AH0063
 AH0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0063'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0310 ***********************************************************************
 AH0310  DESIGNATION -  Z 587
 AH0310  PID         -  AH0310
 AH0310  STATE/COUNTY-  TX/SAN PATRICIO
 AH0310  USGS QUAD   -  TAFT (1975)
 AH0310
 AH0310                         *CURRENT SURVEY CONTROL
 AH0310  ___________________________________________________________________
 AH0310* NAD 83(1986)-  27 52 33.     (N)    097 27 56.     (W)     SCALED    
 AH0310* NAVD 88     -         1.38   (+/-2cm)       4.5    (feet)  VERTCON   
 AH0310  ___________________________________________________________________
 AH0310  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH0310
 AH0310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0310
 AH0310.The horizontal coordinates were scaled from a topographic map and have
 AH0310.an estimated accuracy of +/- 6 seconds.
 AH0310
 AH0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0310.The vertical order pertains to the NGVD 29 superseded value.
 AH0310
 AH0310.The geoid height was determined by GEOID03.
 AH0310
 AH0310;                    North         East    Units  Estimated Accuracy
 AH0310;SPC TX S     - 5,245,180.      401,870.      MT  (+/- 180 meters Scaled)
 AH0310
 AH0310                          SUPERSEDED SURVEY CONTROL
 AH0310
 AH0310  NGVD 29 (??/??/92)    1.576  (m)            5.17   (f) ADJ UNCH    2 0
 AH0310
 AH0310.Superseded values are not recommended for survey control.
 AH0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0310.See file dsdata.txt to determine how the superseded data were derived.
 AH0310
 AH0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR510843(NAD 83)
 AH0310_MARKER: DB = BENCH MARK DISK
 AH0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0310_STAMPING: Z 587 1942
 AH0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0310+STABILITY: SURFACE MOTION
 AH0310
 AH0310  HISTORY     - Date     Condition        Report By
 AH0310  HISTORY     - 1942     MONUMENTED       CGS
 AH0310  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0310
 AH0310                          STATION DESCRIPTION
 AH0310
 AH0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0310'9.9 MI W FROM PORTLAND.
 AH0310'TO REACH FROM THE POST OFFICE AT PORTLAND-- PROCEED 9.9 MILES WESTERLY
 AH0310'ALONG COUNTY ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AH0310'1.0 MILE EAST OF THE INTERSECTION OF ROAD LEADING NORTHERLY TO TAFT,
 AH0310'ABOUT 0.3 MILE EAST OF RACHAEL RANCH HOUSE AND ABOUT 415.0 FEET WEST
 AH0310'OF DRIVEWAY LEADING NORTH TO GAS WELLS.  IT IS 36.0 FEET SOUTH OF AND
 AH0310'ABOUT THE SAME ELEVATION THE CENTERLINE OF CATTLE GUARD ACROSS THE
 AH0310'COUNTY ROAD, 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 2.0
 AH0310'FEET NORTHWEST OF FENCE CORNER.  THE MONUMENT PROJECTS 1.1 FEET.
 AH0310
 AH0310                          STATION RECOVERY (1969)
 AH0310
 AH0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0138 ***********************************************************************
 AH0138  DESIGNATION -  Z 588
 AH0138  PID         -  AH0138
 AH0138  STATE/COUNTY-  TX/SAN PATRICIO
 AH0138  USGS QUAD   -  TAFT (1975)
 AH0138
 AH0138                         *CURRENT SURVEY CONTROL
 AH0138  ___________________________________________________________________
 AH0138* NAD 83(1986)-  27 58 23.     (N)    097 23 16.     (W)     SCALED    
 AH0138* NAVD 88     -        14.001  (meters)      45.93   (feet)  ADJUSTED  
 AH0138  ___________________________________________________________________
 AH0138  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AH0138  DYNAMIC HT  -          13.980 (meters)      45.87  (feet)  COMP
 AH0138  MODELED GRAV-     979,135.4   (mgal)                       NAVD 88
 AH0138
 AH0138  VERT ORDER  -  FIRST     CLASS I
 AH0138
 AH0138.The horizontal coordinates were scaled from a topographic map and have
 AH0138.an estimated accuracy of +/- 6 seconds.
 AH0138
 AH0138.The orthometric height was determined by differential leveling
 AH0138.and adjusted by the National Geodetic Survey in June 1991..
 AH0138.WARNING-Repeat measurements at this control monument indicate possible
 AH0138.vertical movement.
 AH0138
 AH0138.The geoid height was determined by GEOID03.
 AH0138
 AH0138.The dynamic height is computed by dividing the NAVD 88
 AH0138.geopotential number by the normal gravity value computed on the
 AH0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0138.degrees latitude (g = 980.6199 gals.).
 AH0138
 AH0138.The modeled gravity was interpolated from observed gravity values.
 AH0138
 AH0138;                    North         East    Units  Estimated Accuracy
 AH0138;SPC TX S     - 5,256,020.      409,430.      MT  (+/- 180 meters Scaled)
 AH0138
 AH0138                          SUPERSEDED SURVEY CONTROL
 AH0138
 AH0138  NGVD 29 (??/??/92)   14.174  (m)           46.50   (f) ADJ UNCH    1 1
 AH0138
 AH0138.Superseded values are not recommended for survey control.
 AH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0138.See file dsdata.txt to determine how the superseded data were derived.
 AH0138
 AH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR585952(NAD 83)
 AH0138_MARKER: DB = BENCH MARK DISK
 AH0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0138_STAMPING: Z 588 1942
 AH0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0138+STABILITY: SURFACE MOTION
 AH0138
 AH0138  HISTORY     - Date     Condition        Report By
 AH0138  HISTORY     - 1942     MONUMENTED       CGS
 AH0138  HISTORY     - 1959     GOOD             NGS
 AH0138  HISTORY     - 1978     GOOD             NGS
 AH0138  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0138  HISTORY     - 19970210 MARK NOT FOUND   NGS
 AH0138
 AH0138                          STATION DESCRIPTION
 AH0138
 AH0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0138'0.6 MI SE FROM TAFT.
 AH0138'ABOUT 0.6 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AH0138'THE STATION AT TAFT, 9 POLES SOUTHEAST OF MILEPOST 131, 31 FEET
 AH0138'NORTHEAST OF THE NORTHEAST RAIL, 73 FEET SOUTHWEST OF THE CENTER LINE
 AH0138'OF U. S. HIGHWAY 181, 12 FEET SOUTH OF THE 9TH POLE SOUTHEAST OF THE
 AH0138'MILEPOST, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AH0138'THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE
 AH0138'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AH0138
 AH0138                          STATION RECOVERY (1978)
 AH0138
 AH0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0138'RECOVERED IN GOOD CONDITION.
 AH0138
 AH0138                          STATION RECOVERY (1995)
 AH0138
 AH0138'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0138'MARK NOT FOUND.
 AH0138
 AH0138                          STATION RECOVERY (1997)
 AH0138
 AH0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0138'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0138'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0323 ***********************************************************************
 AH0323  DESIGNATION -  Z 589
 AH0323  PID         -  AH0323
 AH0323  STATE/COUNTY-  TX/NUECES
 AH0323  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0323
 AH0323                         *CURRENT SURVEY CONTROL
 AH0323  ___________________________________________________________________
 AH0323* NAD 83(1986)-  27 48 11.     (N)    097 24 02.     (W)     SCALED    
 AH0323* NAVD 88     -         5.371  (meters)      17.62   (feet)  ADJUSTED  
 AH0323  ___________________________________________________________________
 AH0323  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH0323  DYNAMIC HT  -           5.363 (meters)      17.60  (feet)  COMP
 AH0323  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 AH0323
 AH0323  VERT ORDER  -  FIRST     CLASS II
 AH0323
 AH0323.The horizontal coordinates were scaled from a topographic map and have
 AH0323.an estimated accuracy of +/- 6 seconds.
 AH0323
 AH0323.The orthometric height was determined by differential leveling
 AH0323.and adjusted by the National Geodetic Survey in June 1991..
 AH0323
 AH0323.The geoid height was determined by GEOID03.
 AH0323
 AH0323.The dynamic height is computed by dividing the NAVD 88
 AH0323.geopotential number by the normal gravity value computed on the
 AH0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0323.degrees latitude (g = 980.6199 gals.).
 AH0323
 AH0323.The modeled gravity was interpolated from observed gravity values.
 AH0323
 AH0323;                    North         East    Units  Estimated Accuracy
 AH0323;SPC TX S     - 5,237,170.      408,340.      MT  (+/- 180 meters Scaled)
 AH0323
 AH0323                          SUPERSEDED SURVEY CONTROL
 AH0323
 AH0323  NGVD 29 (??/??/92)    5.563  (m)           18.25   (f) ADJ UNCH    1 2
 AH0323
 AH0323.Superseded values are not recommended for survey control.
 AH0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0323.See file dsdata.txt to determine how the superseded data were derived.
 AH0323
 AH0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR575764(NAD 83)
 AH0323_MARKER: DB = BENCH MARK DISK
 AH0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0323_STAMPING: Z 589 1942
 AH0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0323+STABILITY: SURFACE MOTION
 AH0323
 AH0323  HISTORY     - Date     Condition        Report By
 AH0323  HISTORY     - 1942     MONUMENTED       CGS
 AH0323  HISTORY     - 1949     GOOD             NGS
 AH0323
 AH0323                          STATION DESCRIPTION
 AH0323
 AH0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0323'IN CORPUS CHRISTI.
 AH0323'BENCH MARK IS SET VERTICALLY IN THE SOUTH SIDE OF THE PUMP HOUSE OF
 AH0323'THE CITY SEWAGE TREATMENT PLANT.  IT IS ABOUT 0.2 MILE WEST OF THE
 AH0323'MISSOURI PACIFIC RAILROAD STATION, ON THE NORTHWEST SIDE OF THE
 AH0323'TRACKS, 16.4 FEET EAST OF THE SOUTHWEST CORNER OF PUMP HOUSE AND 3.1
 AH0323'FEET ABOVE THE GROUND.
 AH0323
 AH0323                          STATION RECOVERY (1949)
 AH0323
 AH0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0981 ***********************************************************************
 AH0981  DESIGNATION -  Z 590
 AH0981  PID         -  AH0981
 AH0981  STATE/COUNTY-  TX/NUECES
 AH0981  USGS QUAD   -  KINGSVILLE NW (1979)
 AH0981
 AH0981                         *CURRENT SURVEY CONTROL
 AH0981  ___________________________________________________________________
 AH0981* NAD 83(1986)-  27 41 46.     (N)    097 54 45.     (W)     SCALED    
 AH0981* NAVD 88     -        34.975  (meters)     114.75   (feet)  ADJUSTED  
 AH0981  ___________________________________________________________________
 AH0981  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AH0981  DYNAMIC HT  -          34.921 (meters)     114.57  (feet)  COMP
 AH0981  MODELED GRAV-     979,100.5   (mgal)                       NAVD 88
 AH0981
 AH0981  VERT ORDER  -  SECOND    CLASS 0
 AH0981
 AH0981.The horizontal coordinates were scaled from a topographic map and have
 AH0981.an estimated accuracy of +/- 6 seconds.
 AH0981
 AH0981.The orthometric height was determined by differential leveling
 AH0981.and adjusted by the National Geodetic Survey in June 1991..
 AH0981
 AH0981.The geoid height was determined by GEOID03.
 AH0981
 AH0981.The dynamic height is computed by dividing the NAVD 88
 AH0981.geopotential number by the normal gravity value computed on the
 AH0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0981.degrees latitude (g = 980.6199 gals.).
 AH0981
 AH0981.The modeled gravity was interpolated from observed gravity values.
 AH0981
 AH0981;                    North         East    Units  Estimated Accuracy
 AH0981;SPC TX S     - 5,224,990.      357,950.      MT  (+/- 180 meters Scaled)
 AH0981
 AH0981                          SUPERSEDED SURVEY CONTROL
 AH0981
 AH0981  NGVD 29 (??/??/92)   35.082  (m)          115.10   (f) ADJ UNCH    2 0
 AH0981
 AH0981.Superseded values are not recommended for survey control.
 AH0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0981.See file dsdata.txt to determine how the superseded data were derived.
 AH0981
 AH0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR072640(NAD 83)
 AH0981_MARKER: DB = BENCH MARK DISK
 AH0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0981_STAMPING: Z 590 1942
 AH0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0981+STABILITY: SURFACE MOTION
 AH0981
 AH0981  HISTORY     - Date     Condition        Report By
 AH0981  HISTORY     - 1942     MONUMENTED       CGS
 AH0981  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0981  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0981
 AH0981                          STATION DESCRIPTION
 AH0981
 AH0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0981'6.0 MI S FROM AGUA DULCE.
 AH0981'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT AGUA DULCE.
 AH0981'PROCEED 6.0 MILES SOUTHERLY ALONG OILED ROAD TO THE SITE OF THE BENCH
 AH0981'MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF SLIGHT CURVE IN ROAD,
 AH0981'48.5 FEET NORTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTER OF
 AH0981'INTERSECTION OF CROSSROAD.  IT IS 63.0 FEET SOUTH OF AND IN LINE WITH
 AH0981'ROW OF TELEPHONE POLES ON THE EAST SIDE OF THE ROAD, 3.0 FEET SOUTH OF
 AH0981'A 4X4-INCH WOODEN MARKER POST AND 1.2 FEET WEST OF FENCE.  THE
 AH0981'MONUMENT PROJECTS 0.4 FOOT.
 AH0981
 AH0981                          STATION RECOVERY (1975)
 AH0981
 AH0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0981'MARK NOT FOUND.
 AH0981
 AH0981                          STATION RECOVERY (2001)
 AH0981
 AH0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0981'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0425 ***********************************************************************
 AN0425  DESIGNATION -  Z 591
 AN0425  PID         -  AN0425
 AN0425  STATE/COUNTY-  TX/CALHOUN
 AN0425  USGS QUAD   -  SEADRIFT (1973)
 AN0425
 AN0425                         *CURRENT SURVEY CONTROL
 AN0425  ___________________________________________________________________
 AN0425* NAD 83(1986)-  28 25 04.     (N)    096 37 57.     (W)     SCALED    
 AN0425* NAVD 88     -         3.79   (+/-2cm)      12.4    (feet)  VERTCON   
 AN0425  ___________________________________________________________________
 AN0425  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN0425
 AN0425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0425
 AN0425.The horizontal coordinates were scaled from a topographic map and have
 AN0425.an estimated accuracy of +/- 6 seconds.
 AN0425
 AN0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0425.The vertical order pertains to the NGVD 29 superseded value.
 AN0425
 AN0425.The geoid height was determined by GEOID03.
 AN0425
 AN0425;                    North         East    Units  Estimated Accuracy
 AN0425;SPC TXSC     - 4,067,120.      831,950.      MT  (+/- 180 meters Scaled)
 AN0425
 AN0425                          SUPERSEDED SURVEY CONTROL
 AN0425
 AN0425  NGVD 29 (??/??/92)    3.903  (m)           12.81   (f) ADJ UNCH    2 0
 AN0425
 AN0425.Superseded values are not recommended for survey control.
 AN0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0425.See file dsdata.txt to determine how the superseded data were derived.
 AN0425
 AN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS319457(NAD 83)
 AN0425_MARKER: DB = BENCH MARK DISK
 AN0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0425_STAMPING: Z 591 1942
 AN0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0425+STABILITY: SURFACE MOTION
 AN0425
 AN0425  HISTORY     - Date     Condition        Report By
 AN0425  HISTORY     - 1942     MONUMENTED       CGS
 AN0425  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0425
 AN0425                          STATION DESCRIPTION
 AN0425
 AN0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0425'4.8 MI E FROM SEADRIFT.
 AN0425'4.8 MILES EAST ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS,
 AN0425'BROWNSVILLE, AND MEXICO RAILWAY STATION AT SEADRIFT, CALHOUN COUNTY,
 AN0425'0.15 MILE WEST OF THE INTERSECTION OF A PRIVATE ROAD, 29 FEET SOUTH OF
 AN0425'THE CENTERLINE OF THE HIGHWAY, 16 FEET WEST OF A POWERLINE POLE, 3
 AN0425'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT NORTH OF THE
 AN0425'RIGHT-OF-WAY FENCE, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 AN0425'DISK, STAMPED Z 591 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AN0425
 AN0425                          STATION RECOVERY (1998)
 AN0425
 AN0425'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0594 ***********************************************************************
 AN0594  DESIGNATION -  Z 592
 AN0594  PID         -  AN0594
 AN0594  STATE/COUNTY-  TX/CALHOUN
 AN0594  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0594
 AN0594                         *CURRENT SURVEY CONTROL
 AN0594  ___________________________________________________________________
 AN0594* NAD 83(1986)-  28 36 36.     (N)    096 38 00.     (W)     SCALED    
 AN0594* NAVD 88     -         5.85   (+/-2cm)      19.2    (feet)  VERTCON   
 AN0594  ___________________________________________________________________
 AN0594  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0594
 AN0594  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0594
 AN0594.The horizontal coordinates were scaled from a topographic map and have
 AN0594.an estimated accuracy of +/- 6 seconds.
 AN0594
 AN0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0594.The vertical order pertains to the NGVD 29 superseded value.
 AN0594
 AN0594.The geoid height was determined by GEOID03.
 AN0594
 AN0594;                    North         East    Units  Estimated Accuracy
 AN0594;SPC TXSC     - 4,088,420.      831,440.      MT  (+/- 180 meters Scaled)
 AN0594
 AN0594                          SUPERSEDED SURVEY CONTROL
 AN0594
 AN0594  NGVD 29 (??/??/92)    5.968  (m)           19.58   (f) ADJ UNCH    1 2
 AN0594
 AN0594.Superseded values are not recommended for survey control.
 AN0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0594.See file dsdata.txt to determine how the superseded data were derived.
 AN0594
 AN0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS314670(NAD 83)
 AN0594_MARKER: DB = BENCH MARK DISK
 AN0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0594_SP_SET: CULVERT
 AN0594_STAMPING: Z 592 1942
 AN0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0594
 AN0594  HISTORY     - Date     Condition        Report By
 AN0594  HISTORY     - 1942     MONUMENTED       CGS
 AN0594  HISTORY     - 1943     GOOD             NGS
 AN0594  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0594
 AN0594                          STATION DESCRIPTION
 AN0594
 AN0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0594'0.6 MI W FROM PORT LAVACA.
 AN0594'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PORT LAVACA,
 AN0594'PROCEED 0.6 MILE WEST ALONG STATE HIGHWAY NO. 35 TO A 20.0 FOOT 3
 AN0594'SECTION CONCRETE CULVERT UNDER HIGHWAY AND SITE OF BENCH MARK.  BENCH
 AN0594'MARK IS SET HORIZONTALLY IN THE SOUTHWEST END OF THE NORTHWEST
 AN0594'HEADWALL OF CULVERT.  IT IS 200.0 FEET SOUTHWEST OF A HALF LEAGUE
 AN0594'ROAD, ABOUT 200.0 FEET SOUTH OF THE CITY WATER WELL, 18.0 FEET
 AN0594'NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AN0594'HIGHWAY.  A DISK SET IN DRILL HOLE.
 AN0594
 AN0594                          STATION RECOVERY (1998)
 AN0594
 AN0594'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0595 ***********************************************************************
 AN0595  DESIGNATION -  Z 592 RESET 1969
 AN0595  PID         -  AN0595
 AN0595  STATE/COUNTY-  TX/CALHOUN
 AN0595  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0595
 AN0595                         *CURRENT SURVEY CONTROL
 AN0595  ___________________________________________________________________
 AN0595* NAD 83(1986)-  28 36 36.     (N)    096 38 00.     (W)     SCALED    
 AN0595* NAVD 88     -         5.52   (+/-2cm)      18.1    (feet)  VERTCON   
 AN0595  ___________________________________________________________________
 AN0595  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0595
 AN0595  VERT ORDER  -  THIRD (See Below)
 AN0595
 AN0595.The horizontal coordinates were scaled from a topographic map and have
 AN0595.an estimated accuracy of +/- 6 seconds.
 AN0595
 AN0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0595.The vertical order pertains to the NGVD 29 superseded value.
 AN0595
 AN0595.The geoid height was determined by GEOID03.
 AN0595
 AN0595;                    North         East    Units  Estimated Accuracy
 AN0595;SPC TXSC     - 4,088,420.      831,440.      MT  (+/- 180 meters Scaled)
 AN0595
 AN0595                          SUPERSEDED SURVEY CONTROL
 AN0595
 AN0595  NGVD 29 (??/??/??)    5.64   (m)           18.5    (f) RESET       3  
 AN0595
 AN0595.Superseded values are not recommended for survey control.
 AN0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0595.See file dsdata.txt to determine how the superseded data were derived.
 AN0595
 AN0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS314670(NAD 83)
 AN0595_MARKER: DB = BENCH MARK DISK
 AN0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0595_SP_SET: CULVERT
 AN0595_STAMPING: Z 592 RESET 1969
 AN0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0595
 AN0595  HISTORY     - Date     Condition        Report By
 AN0595  HISTORY     - 1969     MONUMENTED       TXHD
 AN0595  HISTORY     - 19980725 GOOD             USPSQD
 AN0595
 AN0595                          STATION DESCRIPTION
 AN0595
 AN0595'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1969
 AN0595'0.6 MI W FROM PORT LAVACA.
 AN0595'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PORT LAVACA, GO
 AN0595'0.6 MILE WEST ALONG U.S. HIGHWAY 87 TO A 9 X 5 FT. CONCRETE CULVERT
 AN0595'STORM SEWER OPENING INTO CORPERATION DITCH, SET IN THE SOUTHWEST
 AN0595'CORNER OF THE SOUTH HEADWALL OF THE CONCRETE CULVERT, ABOUT 75 FEET
 AN0595'WEST OF A SOUTHERN PACIFIC RAILROAD SPUR LINE CROSSING U.S. HIGHWAY 87
 AN0595'WHERE THE CULVERT SEWER OPENS INTO THE DRAINAGE DITCH.
 AN0595
 AN0595                          STATION RECOVERY (1998)
 AN0595
 AN0595'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0349 ***********************************************************************
 AN0349  DESIGNATION -  Z 593
 AN0349  PID         -  AN0349
 AN0349  STATE/COUNTY-  TX/REFUGIO
 AN0349  USGS QUAD   -  TIVOLI (1973)
 AN0349
 AN0349                         *CURRENT SURVEY CONTROL
 AN0349  ___________________________________________________________________
 AN0349* NAD 83(1986)-  28 25 55.     (N)    096 53 35.     (W)     SCALED    
 AN0349* NAVD 88     -        11.19   (+/-2cm)      36.7    (feet)  VERTCON   
 AN0349  ___________________________________________________________________
 AN0349  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0349
 AN0349  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0349
 AN0349.The horizontal coordinates were scaled from a topographic map and have
 AN0349.an estimated accuracy of +/- 6 seconds.
 AN0349
 AN0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0349.The vertical order pertains to the NGVD 29 superseded value.
 AN0349
 AN0349.The geoid height was determined by GEOID03.
 AN0349
 AN0349;                    North         East    Units  Estimated Accuracy
 AN0349;SPC TXSC     - 4,068,200.      806,400.      MT  (+/- 180 meters Scaled)
 AN0349
 AN0349                          SUPERSEDED SURVEY CONTROL
 AN0349
 AN0349  NGVD 29 (??/??/92)   11.316  (m)           37.13   (f) ADJ UNCH    2 0
 AN0349
 AN0349.Superseded values are not recommended for survey control.
 AN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0349.See file dsdata.txt to determine how the superseded data were derived.
 AN0349
 AN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS063468(NAD 83)
 AN0349_MARKER: DB = BENCH MARK DISK
 AN0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0349_SP_SET: CULVERT
 AN0349_STAMPING: Z 593 1942
 AN0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0349
 AN0349  HISTORY     - Date     Condition        Report By
 AN0349  HISTORY     - 1942     MONUMENTED       CGS
 AN0349  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0349  HISTORY     - 19940716 GOOD             USPSQD
 AN0349  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0349  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 AN0349
 AN0349                          STATION DESCRIPTION
 AN0349
 AN0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0349'1.6 MI S FROM TIVOLI.
 AN0349'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 35 AND 113 AT
 AN0349'TIVOLI-- PROCEED SOUTH 1.6 MILES ON STATE HIGHWAY NO. 35 TO
 AN0349'INTERSECTION OF ROAD TO AUSTWELL (STAE HIGHWAY NO. 113) AND SITE OF
 AN0349'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH
 AN0349'END OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER HIGHWAY NO. 35,
 AN0349'ABOUT 300.0 FEET SOUTH OF THE CENTER OF THE INTERSECTION AND 16.0 FEET
 AN0349'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY NO.
 AN0349'35.
 AN0349
 AN0349                          STATION RECOVERY (1990)
 AN0349
 AN0349'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0349'MARK NOT FOUND.
 AN0349
 AN0349                          STATION RECOVERY (1994)
 AN0349
 AN0349'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0349'RECOVERED IN GOOD CONDITION.
 AN0349
 AN0349                          STATION RECOVERY (1999)
 AN0349
 AN0349'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0349'MARK NOT FOUND.
 AN0349
 AN0349                          STATION RECOVERY (2005)
 AN0349
 AN0349'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0350 ***********************************************************************
 AN0350  DESIGNATION -  Z 593 RESET 1955
 AN0350  PID         -  AN0350
 AN0350  STATE/COUNTY-  TX/REFUGIO
 AN0350  USGS QUAD   -  TIVOLI (1973)
 AN0350
 AN0350                         *CURRENT SURVEY CONTROL
 AN0350  ___________________________________________________________________
 AN0350* NAD 83(1986)-  28 25 55.     (N)    096 53 35.     (W)     SCALED    
 AN0350* NAVD 88     -        10.95   (+/-2cm)      35.9    (feet)  VERTCON   
 AN0350  ___________________________________________________________________
 AN0350  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0350
 AN0350  VERT ORDER  -  THIRD (See Below)
 AN0350
 AN0350.The horizontal coordinates were scaled from a topographic map and have
 AN0350.an estimated accuracy of +/- 6 seconds.
 AN0350
 AN0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0350.The vertical order pertains to the NGVD 29 superseded value.
 AN0350
 AN0350.The geoid height was determined by GEOID03.
 AN0350
 AN0350;                    North         East    Units  Estimated Accuracy
 AN0350;SPC TXSC     - 4,068,200.      806,400.      MT  (+/- 180 meters Scaled)
 AN0350
 AN0350                          SUPERSEDED SURVEY CONTROL
 AN0350
 AN0350  NGVD 29 (01/29/03)   11.08   (m)           36.4    (f) RESET       3  
 AN0350
 AN0350.Superseded values are not recommended for survey control.
 AN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0350.See file dsdata.txt to determine how the superseded data were derived.
 AN0350
 AN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS063468(NAD 83)
 AN0350_MARKER: DD = SURVEY DISK
 AN0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0350_SP_SET: CULVERT
 AN0350_STAMPING: Z 593 RESET 1955
 AN0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0350+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AN0350
 AN0350  HISTORY     - Date     Condition        Report By
 AN0350  HISTORY     - 1955     MONUMENTED       TXHD
 AN0350  HISTORY     - 1988     GOOD             USPSQD
 AN0350  HISTORY     - 1988     GOOD             USPSQD
 AN0350  HISTORY     - 1989     GOOD             USPSQD
 AN0350  HISTORY     - 1990     GOOD             USPSQD
 AN0350  HISTORY     - 1990     GOOD             USPSQD
 AN0350  HISTORY     - 19990726 GOOD             USPSQD
 AN0350  HISTORY     - 20050428 GOOD             USPSQD
 AN0350
 AN0350                          STATION DESCRIPTION
 AN0350
 AN0350'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0350'1.6 MI S FROM TIVOLI.
 AN0350'1.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0350'HIGHWAY 113 AT TIVOLI, ABOUT 300 FEET SOUTH OF THE JUNCTION OF THE
 AN0350'ROAD LEADING TO AUSTWELL (STATE HIGHWAY 113).  AT A CONCRETE CULVERT,
 AN0350'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 22 FEET WEST OF THE
 AN0350'CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 AN0350
 AN0350                          STATION RECOVERY (1988)
 AN0350
 AN0350'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0350'RECOVERED IN GOOD CONDITION.
 AN0350
 AN0350                          STATION RECOVERY (1988)
 AN0350
 AN0350'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0350'RECOVERED IN GOOD CONDITION.
 AN0350
 AN0350                          STATION RECOVERY (1989)
 AN0350
 AN0350'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0350'RECOVERED IN GOOD CONDITION.
 AN0350
 AN0350                          STATION RECOVERY (1990)
 AN0350
 AN0350'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0350'RECOVERED IN GOOD CONDITION.
 AN0350
 AN0350                          STATION RECOVERY (1990)
 AN0350
 AN0350'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0350'RECOVERED IN GOOD CONDITION.
 AN0350
 AN0350                          STATION RECOVERY (1999)
 AN0350
 AN0350'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0350'RECOVERED IN GOOD CONDITION.
 AN0350
 AN0350                          STATION RECOVERY (2005)
 AN0350
 AN0350'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0452 ***********************************************************************
 AN0452  DESIGNATION -  Z 594 RESET 1971
 AN0452  PID         -  AN0452
 AN0452  STATE/COUNTY-  TX/REFUGIO
 AN0452  USGS QUAD   -  TIVOLI (1973)
 AN0452
 AN0452                         *CURRENT SURVEY CONTROL
 AN0452  ___________________________________________________________________
 AN0452* NAD 83(1986)-  28 27 55.     (N)    096 55 48.     (W)     SCALED    
 AN0452* NAVD 88     -        13.42   (+/-2cm)      44.0    (feet)  VERTCON   
 AN0452  ___________________________________________________________________
 AN0452  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN0452
 AN0452  VERT ORDER  -  THIRD (See Below)
 AN0452
 AN0452.The horizontal coordinates were scaled from a topographic map and have
 AN0452.an estimated accuracy of +/- 6 seconds.
 AN0452
 AN0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0452.The vertical order pertains to the NGVD 29 superseded value.
 AN0452
 AN0452.The geoid height was determined by GEOID03.
 AN0452
 AN0452;                    North         East    Units  Estimated Accuracy
 AN0452;SPC TXSC     - 4,071,830.      802,710.      MT  (+/- 180 meters Scaled)
 AN0452
 AN0452                          SUPERSEDED SURVEY CONTROL
 AN0452
 AN0452  NGVD 29 (01/29/03)   13.55   (m)           44.5    (f) RESET       3  
 AN0452
 AN0452.Superseded values are not recommended for survey control.
 AN0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0452.See file dsdata.txt to determine how the superseded data were derived.
 AN0452
 AN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS026504(NAD 83)
 AN0452_MARKER: DD = SURVEY DISK
 AN0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0452_SP_SET: CULVERT
 AN0452_STAMPING: Z 594 RESET 1971
 AN0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0452+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AN0452
 AN0452  HISTORY     - Date     Condition        Report By
 AN0452  HISTORY     - 1971     MONUMENTED       TXHD
 AN0452  HISTORY     - 1972     GOOD             TXHD
 AN0452  HISTORY     - 1988     GOOD             USPSQD
 AN0452  HISTORY     - 1990     GOOD             USPSQD
 AN0452  HISTORY     - 19990726 GOOD             USPSQD
 AN0452  HISTORY     - 20050428 GOOD             USPSQD
 AN0452
 AN0452                          STATION DESCRIPTION
 AN0452
 AN0452'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AN0452'2.7 MI NW FROM TIVOLI.
 AN0452'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 113 FROM THE INTERSECTION OF
 AN0452'STATE HIGHWAY 35 AT TIVOLI, 0.1 MILE WEST OF THE WEST END OF A CURVE,
 AN0452'SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 3 X 4 FT.
 AN0452'CONCRETE BOX CULVERT, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 AN0452'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AN0452
 AN0452                          STATION RECOVERY (1988)
 AN0452
 AN0452'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0452'RECOVERED IN GOOD CONDITION.
 AN0452
 AN0452                          STATION RECOVERY (1990)
 AN0452
 AN0452'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN0452'RECOVERED IN GOOD CONDITION.
 AN0452
 AN0452                          STATION RECOVERY (1999)
 AN0452
 AN0452'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0452'RECOVERED IN GOOD CONDITION.
 AN0452
 AN0452                          STATION RECOVERY (2005)
 AN0452
 AN0452'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0086 ***********************************************************************
 AN0086  DESIGNATION -  Z 596
 AN0086  PID         -  AN0086
 AN0086  STATE/COUNTY-  TX/JACKSON
 AN0086  USGS QUAD   -  LA WARD (1995)
 AN0086
 AN0086                         *CURRENT SURVEY CONTROL
 AN0086  ___________________________________________________________________
 AN0086* NAD 83(1986)-  28 48 32.     (N)    096 27 42.     (W)     SCALED    
 AN0086* NAVD 88     -        11.59   (+/-2cm)      38.0    (feet)  VERTCON   
 AN0086  ___________________________________________________________________
 AN0086  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0086
 AN0086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0086
 AN0086.The horizontal coordinates were scaled from a topographic map and have
 AN0086.an estimated accuracy of +/- 6 seconds.
 AN0086
 AN0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0086.The vertical order pertains to the NGVD 29 superseded value.
 AN0086
 AN0086.The geoid height was determined by GEOID03.
 AN0086
 AN0086;                    North         East    Units  Estimated Accuracy
 AN0086;SPC TXSC     - 4,110,810.      847,740.      MT  (+/- 180 meters Scaled)
 AN0086
 AN0086                          SUPERSEDED SURVEY CONTROL
 AN0086
 AN0086  NGVD 29 (??/??/92)   11.664  (m)           38.27   (f) ADJ UNCH    2 0
 AN0086
 AN0086.Superseded values are not recommended for survey control.
 AN0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0086.See file dsdata.txt to determine how the superseded data were derived.
 AN0086
 AN0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS477894(NAD 83)
 AN0086_MARKER: DB = BENCH MARK DISK
 AN0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0086_SP_SET: CULVERT
 AN0086_STAMPING: Z 596 1942
 AN0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0086
 AN0086  HISTORY     - Date     Condition        Report By
 AN0086  HISTORY     - 1942     MONUMENTED       CGS
 AN0086  HISTORY     - 1972     GOOD             NGS
 AN0086
 AN0086                          STATION DESCRIPTION
 AN0086
 AN0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0086'2.4 MI S FROM LA WARD.
 AN0086'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE CROSSING OF THE
 AN0086'MISSOURI PACIFIC RAILROAD AT LA WARD, 18 FEET WEST OF THE CENTER LINE
 AN0086'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 AN0086'HEADWALL OF A 3- X 6-FOOT 2-CHANNEL BOX CULVERT, AND ABOUT 1/2 FOOT
 AN0086'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0762 ***********************************************************************
 AN0762  DESIGNATION -  Z 597 RESET 1946
 AN0762  PID         -  AN0762
 AN0762  STATE/COUNTY-  TX/CALHOUN
 AN0762  USGS QUAD   -  KAMEY (1995)
 AN0762
 AN0762                         *CURRENT SURVEY CONTROL
 AN0762  ___________________________________________________________________
 AN0762* NAD 83(1986)-  28 38 49.     (N)    096 39 05.     (W)     SCALED    
 AN0762* NAVD 88     -         6.62   (+/-2cm)      21.7    (feet)  VERTCON   
 AN0762  ___________________________________________________________________
 AN0762  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN0762
 AN0762  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0762
 AN0762.The horizontal coordinates were scaled from a topographic map and have
 AN0762.an estimated accuracy of +/- 6 seconds.
 AN0762
 AN0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0762.The vertical order pertains to the NGVD 29 superseded value.
 AN0762
 AN0762.The geoid height was determined by GEOID03.
 AN0762
 AN0762;                    North         East    Units  Estimated Accuracy
 AN0762;SPC TXSC     - 4,092,480.      829,590.      MT  (+/- 180 meters Scaled)
 AN0762
 AN0762                          SUPERSEDED SURVEY CONTROL
 AN0762
 AN0762  NGVD 29 (??/??/92)    6.744  (m)           22.13   (f) ADJ UNCH    1 2
 AN0762
 AN0762.Superseded values are not recommended for survey control.
 AN0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0762.See file dsdata.txt to determine how the superseded data were derived.
 AN0762
 AN0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS295711(NAD 83)
 AN0762_MARKER: DB = BENCH MARK DISK
 AN0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0762_STAMPING: Z 597 RESET 1946
 AN0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0762+STABILITY: SURFACE MOTION
 AN0762
 AN0762  HISTORY     - Date     Condition        Report By
 AN0762  HISTORY     - 1946     MONUMENTED       CGS
 AN0762  HISTORY     - 1950     GOOD             NGS
 AN0762  HISTORY     - 19980725 POOR             USPSQD
 AN0762
 AN0762                          STATION DESCRIPTION
 AN0762
 AN0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0762'2.8 MI NW FROM PORT LAVACA.
 AN0762'2.8 MILES NORTHWEST ALONG FARM ROAD 234 FROM THE TEXAS AND NEW ORLEANS
 AN0762'RAILROAD STATION AT PORT LAVACA, 61 FEET WEST OF THE WEST CORNER OF AN
 AN0762'OLD HOUSE, 40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 14 FEET
 AN0762'NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2.4 FEET SOUTHEAST
 AN0762'OF A POWER POLE, 1 FOOT SOUTHWEST OF A FENCE, 3.4 FEET SOUTHEAST OF A
 AN0762'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 AN0762'FOOT ABOVE THE GROUND.
 AN0762
 AN0762                          STATION RECOVERY (1998)
 AN0762
 AN0762'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0762'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0195 ***********************************************************************
 AJ0195  DESIGNATION -  Z 598
 AJ0195  PID         -  AJ0195
 AJ0195  STATE/COUNTY-  TX/DUVAL
 AJ0195  USGS QUAD   -  SAN JOSE (1968)
 AJ0195
 AJ0195                         *CURRENT SURVEY CONTROL
 AJ0195  ___________________________________________________________________
 AJ0195* NAD 83(1986)-  27 36 26.     (N)    098 16 27.     (W)     SCALED    
 AJ0195* NAVD 88     -        94.454  (meters)     309.89   (feet)  ADJUSTED  
 AJ0195  ___________________________________________________________________
 AJ0195  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AJ0195  DYNAMIC HT  -          94.307 (meters)     309.41  (feet)  COMP
 AJ0195  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 AJ0195
 AJ0195  VERT ORDER  -  SECOND    CLASS 0
 AJ0195
 AJ0195.The horizontal coordinates were scaled from a topographic map and have
 AJ0195.an estimated accuracy of +/- 6 seconds.
 AJ0195
 AJ0195.The orthometric height was determined by differential leveling
 AJ0195.and adjusted by the National Geodetic Survey in June 1991..
 AJ0195
 AJ0195.The geoid height was determined by GEOID03.
 AJ0195
 AJ0195.The dynamic height is computed by dividing the NAVD 88
 AJ0195.geopotential number by the normal gravity value computed on the
 AJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0195.degrees latitude (g = 980.6199 gals.).
 AJ0195
 AJ0195.The modeled gravity was interpolated from observed gravity values.
 AJ0195
 AJ0195;                    North         East    Units  Estimated Accuracy
 AJ0195;SPC TX S     - 5,215,020.      322,290.      MT  (+/- 180 meters Scaled)
 AJ0195
 AJ0195                          SUPERSEDED SURVEY CONTROL
 AJ0195
 AJ0195  NGVD 29 (??/??/92)   94.530  (m)          310.14   (f) ADJ UNCH    2 0
 AJ0195
 AJ0195.Superseded values are not recommended for survey control.
 AJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0195.See file dsdata.txt to determine how the superseded data were derived.
 AJ0195
 AJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR716539(NAD 83)
 AJ0195_MARKER: DB = BENCH MARK DISK
 AJ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0195_STAMPING: Z 598 1942
 AJ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0195+STABILITY: SURFACE MOTION
 AJ0195
 AJ0195  HISTORY     - Date     Condition        Report By
 AJ0195  HISTORY     - 1942     MONUMENTED       CGS
 AJ0195  HISTORY     - 1968     GOOD             USGS
 AJ0195
 AJ0195                          STATION DESCRIPTION
 AJ0195
 AJ0195'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0195'21.9 MI SW FROM SAN DIEGO.
 AJ0195'SAN DIEGO, TEXAS 1.0 MILES EAST ALONG STATE HIGHWAY 359 TO JCT. WITH
 AJ0195'FARM ROAD 1329, THENCE SOUTH ALONG FARM ROAD 1329 9.7 MILES TO T-JCT.
 AJ0195'WITH ROAD WEST, THENCE WEST 0.4 MILE CATTLEGUARD 145 FEET SOUTH AND 35
 AJ0195'FEET WEST.  A STANDARD DISK STAMPED Z 598 1942 AND SET IN THE TOP OF A
 AJ0195'CONCRETE POST PROJECTING 0.6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0201 ***********************************************************************
 AJ0201  DESIGNATION -  Z 599
 AJ0201  PID         -  AJ0201
 AJ0201  STATE/COUNTY-  TX/DUVAL
 AJ0201  USGS QUAD   -  SAN JOSE (1968)
 AJ0201
 AJ0201                         *CURRENT SURVEY CONTROL
 AJ0201  ___________________________________________________________________
 AJ0201* NAD 83(1986)-  27 31 29.     (N)    098 16 05.     (W)     SCALED    
 AJ0201* NAVD 88     -        88.597  (meters)     290.67   (feet)  ADJUSTED  
 AJ0201  ___________________________________________________________________
 AJ0201  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AJ0201  DYNAMIC HT  -          88.458 (meters)     290.22  (feet)  COMP
 AJ0201  MODELED GRAV-     979,077.5   (mgal)                       NAVD 88
 AJ0201
 AJ0201  VERT ORDER  -  SECOND    CLASS 0
 AJ0201
 AJ0201.The horizontal coordinates were scaled from a topographic map and have
 AJ0201.an estimated accuracy of +/- 6 seconds.
 AJ0201
 AJ0201.The orthometric height was determined by differential leveling
 AJ0201.and adjusted by the National Geodetic Survey in June 1991..
 AJ0201
 AJ0201.The geoid height was determined by GEOID03.
 AJ0201
 AJ0201.The dynamic height is computed by dividing the NAVD 88
 AJ0201.geopotential number by the normal gravity value computed on the
 AJ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0201.degrees latitude (g = 980.6199 gals.).
 AJ0201
 AJ0201.The modeled gravity was interpolated from observed gravity values.
 AJ0201
 AJ0201;                    North         East    Units  Estimated Accuracy
 AJ0201;SPC TX S     - 5,205,880.      322,910.      MT  (+/- 180 meters Scaled)
 AJ0201
 AJ0201                          SUPERSEDED SURVEY CONTROL
 AJ0201
 AJ0201  NGVD 29 (??/??/92)   88.675  (m)          290.93   (f) ADJ UNCH    2 0
 AJ0201
 AJ0201.Superseded values are not recommended for survey control.
 AJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0201.See file dsdata.txt to determine how the superseded data were derived.
 AJ0201
 AJ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR722447(NAD 83)
 AJ0201_MARKER: DB = BENCH MARK DISK
 AJ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0201_STAMPING: Z 599 1942
 AJ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0201+STABILITY: SURFACE MOTION
 AJ0201
 AJ0201  HISTORY     - Date     Condition        Report By
 AJ0201  HISTORY     - 1942     MONUMENTED       CGS
 AJ0201  HISTORY     - 1968     GOOD             USGS
 AJ0201
 AJ0201                          STATION DESCRIPTION
 AJ0201
 AJ0201'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0201'9.4 MI N FROM SANTA CRUZ.
 AJ0201'SANTACRUZ, TEXAS 9.4 MILES NORTH ALONG FARM ROAD 1329 TO A EASTWEST
 AJ0201'FENCE ON WEST SIDE OF HIGHWAY 57 FEET WEST OF CENTER LINE OF HIGHWAY
 AJ0201'AND 34 FEET SOUTH OF EAST-WEST FENCE.  A STANDARD DISK STAMPED Z 599
 AJ0201'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 AJ0201'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0993 ***********************************************************************
 AX0993  DESIGNATION -  Z 6
 AX0993  PID         -  AX0993
 AX0993  STATE/COUNTY-  TX/FAYETTE
 AX0993  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0993
 AX0993                         *CURRENT SURVEY CONTROL
 AX0993  ___________________________________________________________________
 AX0993* NAD 83(1986)-  29 54 19.     (N)    096 52 42.     (W)     SCALED    
 AX0993* NAVD 88     -        82.234  (meters)     269.80   (feet)  ADJUSTED  
 AX0993  ___________________________________________________________________
 AX0993  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX0993  DYNAMIC HT  -          82.121 (meters)     269.43  (feet)  COMP
 AX0993  MODELED GRAV-     979,263.9   (mgal)                       NAVD 88
 AX0993
 AX0993  VERT ORDER  -  FIRST     CLASS I
 AX0993
 AX0993.The horizontal coordinates were scaled from a topographic map and have
 AX0993.an estimated accuracy of +/- 6 seconds.
 AX0993
 AX0993.The orthometric height was determined by differential leveling
 AX0993.and adjusted by the National Geodetic Survey in June 1991..
 AX0993.WARNING-Repeat measurements at this control monument indicate possible
 AX0993.vertical movement.
 AX0993
 AX0993.The geoid height was determined by GEOID03.
 AX0993
 AX0993.The dynamic height is computed by dividing the NAVD 88
 AX0993.geopotential number by the normal gravity value computed on the
 AX0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0993.degrees latitude (g = 980.6199 gals.).
 AX0993
 AX0993.The modeled gravity was interpolated from observed gravity values.
 AX0993
 AX0993;                    North         East    Units  Estimated Accuracy
 AX0993;SPC TXSC     - 4,231,490.      804,880.      MT  (+/- 180 meters Scaled)
 AX0993
 AX0993                          SUPERSEDED SURVEY CONTROL
 AX0993
 AX0993  NGVD 29 (12/23/87)   82.189  (m)          269.65   (f) ADJUSTED    1 1
 AX0993
 AX0993.Superseded values are not recommended for survey control.
 AX0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0993.See file dsdata.txt to determine how the superseded data were derived.
 AX0993
 AX0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU048101(NAD 83)
 AX0993_MARKER: Q = CHISELED SQUARE
 AX0993_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AX0993_SP_SET: GRANITE STEP
 AX0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0993+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX0993
 AX0993  HISTORY     - Date     Condition        Report By
 AX0993  HISTORY     - UNK      MONUMENTED       CGS
 AX0993  HISTORY     - 1972     GOOD             NGS
 AX0993  HISTORY     - 1978     GOOD             NGS
 AX0993  HISTORY     - 1987     GOOD             USPSQD
 AX0993  HISTORY     - 1987     GOOD             USPSQD
 AX0993  HISTORY     - 1987     GOOD             NGS
 AX0993  HISTORY     - 19970607 GOOD             USPSQD
 AX0993  HISTORY     - 20041027 GOOD             USPSQD
 AX0993
 AX0993                          STATION DESCRIPTION
 AX0993
 AX0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0993'IN LA GRANGE.
 AX0993'AT LA GRANGE, AT THE COUNTY COURTHOUSE, 70 FEET SOUTHWEST OF THE
 AX0993'SOUTHWEST CURB OF WASHINGTON STREET, 5 1/2 FEET SOUTHEAST OF THE
 AX0993'CENTER OF THE NORTHEAST ENTRANCE TO THE BUILDING, ABOUT 2 1/2 FEET
 AX0993'ABOVE THE LEVEL OF THE WALKWAY, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 AX0993'FLOOR OF THE PORCH, AND IS THE BOTTOM OF A 1-INCH SQUARE HOLE CUT IN
 AX0993'THE TOP AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE TOP GRANITE
 AX0993'STEP AT THE NORTHEAST ENTRANCE TO THE BUILDING.  THE LETTERS. BM ARE
 AX0993'CUT IN THE STONE NEAR THE EAST CORNER OF THE SQUARE.
 AX0993
 AX0993                          STATION RECOVERY (1978)
 AX0993
 AX0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0993'RECOVERED IN GOOD CONDITION.
 AX0993
 AX0993                          STATION RECOVERY (1987)
 AX0993
 AX0993'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX0993'RECOVERED IN GOOD CONDITION.
 AX0993
 AX0993                          STATION RECOVERY (1987)
 AX0993
 AX0993'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX0993'RECOVERED IN GOOD CONDITION.
 AX0993
 AX0993                          STATION RECOVERY (1987)
 AX0993
 AX0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0993'RECOVERED IN GOOD CONDITION.
 AX0993
 AX0993                          STATION RECOVERY (1997)
 AX0993
 AX0993'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0993'RECOVERED IN GOOD CONDITION.
 AX0993
 AX0993                          STATION RECOVERY (2004)
 AX0993
 AX0993'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0340 ***********************************************************************
 AJ0340  DESIGNATION -  Z 600
 AJ0340  PID         -  AJ0340
 AJ0340  STATE/COUNTY-  TX/DUVAL
 AJ0340  USGS QUAD   -  CONCEPCION (1968)
 AJ0340
 AJ0340                         *CURRENT SURVEY CONTROL
 AJ0340  ___________________________________________________________________
 AJ0340* NAD 83(1986)-  27 23 43.     (N)    098 16 09.     (W)     SCALED    
 AJ0340* NAVD 88     -        74.773  (meters)     245.32   (feet)  ADJUSTED  
 AJ0340  ___________________________________________________________________
 AJ0340  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AJ0340  DYNAMIC HT  -          74.655 (meters)     244.93  (feet)  COMP
 AJ0340  MODELED GRAV-     979,071.9   (mgal)                       NAVD 88
 AJ0340
 AJ0340  VERT ORDER  -  SECOND    CLASS 0
 AJ0340
 AJ0340.The horizontal coordinates were scaled from a topographic map and have
 AJ0340.an estimated accuracy of +/- 6 seconds.
 AJ0340
 AJ0340.The orthometric height was determined by differential leveling
 AJ0340.and adjusted by the National Geodetic Survey in June 1991..
 AJ0340
 AJ0340.The geoid height was determined by GEOID03.
 AJ0340
 AJ0340.The dynamic height is computed by dividing the NAVD 88
 AJ0340.geopotential number by the normal gravity value computed on the
 AJ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0340.degrees latitude (g = 980.6199 gals.).
 AJ0340
 AJ0340.The modeled gravity was interpolated from observed gravity values.
 AJ0340
 AJ0340;                    North         East    Units  Estimated Accuracy
 AJ0340;SPC TX S     - 5,191,540.      322,830.      MT  (+/- 180 meters Scaled)
 AJ0340
 AJ0340                          SUPERSEDED SURVEY CONTROL
 AJ0340
 AJ0340  NGVD 29 (??/??/92)   74.872  (m)          245.64   (f) ADJ UNCH    2 0
 AJ0340
 AJ0340.Superseded values are not recommended for survey control.
 AJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0340.See file dsdata.txt to determine how the superseded data were derived.
 AJ0340
 AJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR722304(NAD 83)
 AJ0340_MARKER: DB = BENCH MARK DISK
 AJ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0340_STAMPING: Z 600 1942
 AJ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0340+STABILITY: SURFACE MOTION
 AJ0340
 AJ0340  HISTORY     - Date     Condition        Report By
 AJ0340  HISTORY     - 1942     MONUMENTED       CGS
 AJ0340  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0340
 AJ0340                          STATION DESCRIPTION
 AJ0340
 AJ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0340'12.1 MI NW FROM PREMONT.
 AJ0340'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0340'PROCEED 0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO
 AJ0340'INTERSECTION OF TRACK ROAD LEADING WEST.  THENCE, GO 11.0 MILES
 AJ0340'WESTERLY ALONG TRACK ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO
 AJ0340'0.6 MILE NORTH ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AJ0340'IS ABOUT 0.1 MILE SOUTH OF INTERSECTION OF LANE LEADING SOUTH TO RANCH
 AJ0340'HOUSE, 27.0 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3.0 FEET NORTH
 AJ0340'OF A 4X4-INCH WOODEN MARKER POST.  IT IS 1.0 FOOT WEST OF A FENCE. THE
 AJ0340'MONUMENT PROJECTS 0.3 FOOT.
 AJ0340
 AJ0340                          STATION RECOVERY (1962)
 AJ0340
 AJ0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1372 ***********************************************************************
 AN1372  DESIGNATION -  Z 601
 AN1372  PID         -  AN1372
 AN1372  STATE/COUNTY-  TX/ARANSAS
 AN1372  USGS QUAD   -  ROCKPORT (1979)
 AN1372
 AN1372                         *CURRENT SURVEY CONTROL
 AN1372  ___________________________________________________________________
 AN1372* NAD 83(1986)-  28 01 09.     (N)    097 07 06.     (W)     SCALED    
 AN1372* NAVD 88     -         1.36   (+/-2cm)       4.5    (feet)  VERTCON   
 AN1372  ___________________________________________________________________
 AN1372  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN1372
 AN1372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1372
 AN1372.The horizontal coordinates were scaled from a topographic map and have
 AN1372.an estimated accuracy of +/- 6 seconds.
 AN1372
 AN1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1372.The vertical order pertains to the NGVD 29 superseded value.
 AN1372
 AN1372.The geoid height was determined by GEOID03.
 AN1372
 AN1372;                    North         East    Units  Estimated Accuracy
 AN1372;SPC TXSC     - 4,022,090.      785,070.      MT  (+/- 180 meters Scaled)
 AN1372
 AN1372                          SUPERSEDED SURVEY CONTROL
 AN1372
 AN1372  NGVD 29 (??/??/92)    1.501  (m)            4.92   (f) ADJ UNCH    2 0
 AN1372
 AN1372.Superseded values are not recommended for survey control.
 AN1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1372.See file dsdata.txt to determine how the superseded data were derived.
 AN1372
 AN1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS849007(NAD 83)
 AN1372_MARKER: DB = BENCH MARK DISK
 AN1372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1372_SP_SET: CULVERT
 AN1372_STAMPING: Z 601 1942
 AN1372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1372
 AN1372  HISTORY     - Date     Condition        Report By
 AN1372  HISTORY     - 1942     MONUMENTED       CGS
 AN1372
 AN1372                          STATION DESCRIPTION
 AN1372
 AN1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1372'4.0 MI W FROM ROCKPORT.
 AN1372'4.0 MILES WEST ALONG THE OLD BAYSIDE ROAD FROM THE INTERSECTION OF
 AN1372'STATE HIGHWAY 35 AT ROCKPORT, ARANSAS COUNTY, 350 FEET NORTH OF THE
 AN1372'JUNCTION OF A COUNTY ROAD LEADING SOUTHWEST, AT A 3-BY-4-FOOT
 AN1372'CONCRETE-BOX CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 AN1372'HEADWALL, 16 FEET EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL
 AN1372'WITH THE ROAD.  A STANDARD DISK, STAMPED Z 601 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0460 ***********************************************************************
 AN0460  DESIGNATION -  Z 602
 AN0460  PID         -  AN0460
 AN0460  STATE/COUNTY-  TX/REFUGIO
 AN0460  USGS QUAD   -  TIVOLI SW (1952)
 AN0460
 AN0460                         *CURRENT SURVEY CONTROL
 AN0460  ___________________________________________________________________
 AN0460* NAD 83(1986)-  28 19 17.     (N)    096 56 45.     (W)     SCALED    
 AN0460* NAVD 88     -         4.50   (+/-2cm)      14.8    (feet)  VERTCON   
 AN0460  ___________________________________________________________________
 AN0460  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0460
 AN0460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0460
 AN0460.The horizontal coordinates were scaled from a topographic map and have
 AN0460.an estimated accuracy of +/- 6 seconds.
 AN0460
 AN0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0460.The vertical order pertains to the NGVD 29 superseded value.
 AN0460
 AN0460.The geoid height was determined by GEOID03.
 AN0460
 AN0460;                    North         East    Units  Estimated Accuracy
 AN0460;SPC TXSC     - 4,055,860.      801,440.      MT  (+/- 180 meters Scaled)
 AN0460
 AN0460                          SUPERSEDED SURVEY CONTROL
 AN0460
 AN0460  NGVD 29 (??/??/92)    4.618  (m)           15.15   (f) ADJ UNCH    2 0
 AN0460
 AN0460.Superseded values are not recommended for survey control.
 AN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0460.See file dsdata.txt to determine how the superseded data were derived.
 AN0460
 AN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS013345(NAD 83)
 AN0460_MARKER: DB = BENCH MARK DISK
 AN0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0460_SP_SET: CULVERT
 AN0460_STAMPING: Z 602 1942
 AN0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0460
 AN0460  HISTORY     - Date     Condition        Report By
 AN0460  HISTORY     - 1942     MONUMENTED       CGS
 AN0460  HISTORY     - 1988     GOOD             USPSQD
 AN0460  HISTORY     - 1990     GOOD             USPSQD
 AN0460  HISTORY     - 19990726 GOOD             USPSQD
 AN0460
 AN0460                          STATION DESCRIPTION
 AN0460
 AN0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0460'10.2 MI SW FROM TIVOLI.
 AN0460'9.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE INTERSECTION OF STATE
 AN0460'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 0.6 MILE WEST ALONG A COUNTY
 AN0460'ROAD.  AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE
 AN0460'NORTH HEADWALL, 22 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT
 AN0460'1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED Z 602 1942.
 AN0460
 AN0460                          STATION RECOVERY (1988)
 AN0460
 AN0460'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0460'RECOVERED IN GOOD CONDITION.
 AN0460
 AN0460                          STATION RECOVERY (1990)
 AN0460
 AN0460'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN0460'RECOVERED IN GOOD CONDITION.
 AN0460
 AN0460                          STATION RECOVERY (1999)
 AN0460
 AN0460'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1336 ***********************************************************************
 AN1336  DESIGNATION -  Z 603
 AN1336  PID         -  AN1336
 AN1336  STATE/COUNTY-  TX/SAN PATRICIO
 AN1336  USGS QUAD   -  RINCON BEND (1979)
 AN1336
 AN1336                         *CURRENT SURVEY CONTROL
 AN1336  ___________________________________________________________________
 AN1336* NAD 83(1986)-  28 05 06.     (N)    097 19 41.     (W)     SCALED    
 AN1336* NAVD 88     -         5.15   (+/-2cm)      16.9    (feet)  VERTCON   
 AN1336  ___________________________________________________________________
 AN1336  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1336
 AN1336  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1336
 AN1336.The horizontal coordinates were scaled from a topographic map and have
 AN1336.an estimated accuracy of +/- 6 seconds.
 AN1336
 AN1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1336.The vertical order pertains to the NGVD 29 superseded value.
 AN1336
 AN1336.The geoid height was determined by GEOID03.
 AN1336
 AN1336;                    North         East    Units  Estimated Accuracy
 AN1336;SPC TX S     - 5,268,480.      415,190.      MT  (+/- 180 meters Scaled)
 AN1336
 AN1336                          SUPERSEDED SURVEY CONTROL
 AN1336
 AN1336  NGVD 29 (??/??/92)    5.31   (m)           17.4    (f) COMPUTED    2 0
 AN1336
 AN1336.Superseded values are not recommended for survey control.
 AN1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1336.See file dsdata.txt to determine how the superseded data were derived.
 AN1336
 AN1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS642077(NAD 83)
 AN1336_MARKER: DB = BENCH MARK DISK
 AN1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1336_STAMPING: Z 603 1942
 AN1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1336+STABILITY: SURFACE MOTION
 AN1336
 AN1336  HISTORY     - Date     Condition        Report By
 AN1336  HISTORY     - 1942     MONUMENTED       CGS
 AN1336
 AN1336                          STATION DESCRIPTION
 AN1336
 AN1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1336'1.0 MI E FROM TAFT.
 AN1336'1.0 MILE EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT TAFT, SAN
 AN1336'PATRICIO COUNTY, 4.0 MILES NORTH ALONG ANOTHER COUNTY ROAD, 3.0 MILES
 AN1336'EAST ALONG A PAVED COUNTY ROAD, AND 2.6 MILES NORTH ALONG A DIRT ROAD.
 AN1336'0.2 MILE NORTH OF THE SITE OF AN OLD BRIDGE OVER CHILLIPIN CREEK, AT
 AN1336'THE NORTH END OF A LONG FILL, 48 FEET WEST OF THE CENTERLINE OF THE
 AN1336'ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET EAST OF A
 AN1336'FENCE, AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED Z
 AN1336'603 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AN1336'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1320 ***********************************************************************
 AN1320  DESIGNATION -  Z 604
 AN1320  PID         -  AN1320
 AN1320  STATE/COUNTY-  TX/ARANSAS
 AN1320  USGS QUAD   -  BAYSIDE (1979)
 AN1320
 AN1320                         *CURRENT SURVEY CONTROL
 AN1320  ___________________________________________________________________
 AN1320* NAD 83(1986)-  28 02 44.     (N)    097 13 48.     (W)     SCALED    
 AN1320* NAVD 88     -         5.72   (+/-2cm)      18.8    (feet)  VERTCON   
 AN1320  ___________________________________________________________________
 AN1320  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1320
 AN1320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1320
 AN1320.The horizontal coordinates were scaled from a topographic map and have
 AN1320.an estimated accuracy of +/- 6 seconds.
 AN1320
 AN1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1320.The vertical order pertains to the NGVD 29 superseded value.
 AN1320
 AN1320.The geoid height was determined by GEOID03.
 AN1320
 AN1320;                    North         East    Units  Estimated Accuracy
 AN1320;SPC TXSC     - 4,024,840.      774,040.      MT  (+/- 180 meters Scaled)
 AN1320
 AN1320                          SUPERSEDED SURVEY CONTROL
 AN1320
 AN1320  NGVD 29 (??/??/92)    5.86   (m)           19.2    (f) COMPUTED    2 0
 AN1320
 AN1320.Superseded values are not recommended for survey control.
 AN1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1320.See file dsdata.txt to determine how the superseded data were derived.
 AN1320
 AN1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS739035(NAD 83)
 AN1320_MARKER: DB = BENCH MARK DISK
 AN1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1320_STAMPING: Z 604 1942
 AN1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1320+STABILITY: SURFACE MOTION
 AN1320
 AN1320  HISTORY     - Date     Condition        Report By
 AN1320  HISTORY     - 1942     MONUMENTED       CGS
 AN1320  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1320
 AN1320                          STATION DESCRIPTION
 AN1320
 AN1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1320'3.8 MI SW FROM BAYSIDE.
 AN1320'IN ARANSAS COUNTY, 3.8 MILES SOUTHWEST ALONG THE GREGORY ROAD FROM THE
 AN1320'POST OFFICE AT BAYSIDE, REFUGIO COUNTY, 2.2 MILES SOUTHWEST OF THE
 AN1320'SOUTHEAST END OF THE CAUSEWAY OVER COPANO BAY, AT A ROAD INTERSECTION,
 AN1320'50 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN ROAD, 50 FEET
 AN1320'SOUTHWEST OF THE CENTERLINE OF THE CROSS ROAD, 3 FEET NORTH OF A WHITE
 AN1320'WOODEN WITNESS POST, AND LEVEL WITH THE MAIN ROAD.  A STANDARD DISK,
 AN1320'STAMPED Z 604 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1320'ABOUT 0.5 FOOT ABOVE GROUND.
 AN1320
 AN1320                          STATION RECOVERY (1974)
 AN1320
 AN1320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0147 ***********************************************************************
 AH0147  HT_MOD      -  This is a Height Modernization Survey Station.
 AH0147  DESIGNATION -  Z 605
 AH0147  PID         -  AH0147
 AH0147  STATE/COUNTY-  TX/SAN PATRICIO
 AH0147  USGS QUAD   -  GREGORY (1975)
 AH0147
 AH0147                         *CURRENT SURVEY CONTROL
 AH0147  ___________________________________________________________________
 AH0147* NAD 83(1993)-  27 54 38.91059(N)    097 16 08.54924(W)     ADJUSTED  
 AH0147* NAVD 88     -         8.18   (meters)      26.8    (feet)  GPS OBS   
 AH0147  ___________________________________________________________________
 AH0147  X           -    -713,664.180 (meters)                     COMP
 AH0147  Y           -  -5,595,005.384 (meters)                     COMP
 AH0147  Z           -   2,967,765.862 (meters)                     COMP
 AH0147  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH0147  ELLIP HEIGHT-         -18.53  (meters)          (07/05/05) GPS OBS
 AH0147  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH0147  DYNAMIC HT  -           8.17  (meters)      26.8   (feet)  COMP
 AH0147  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 AH0147
 AH0147  HORZ ORDER  -  A
 AH0147  VERT ORDER  -  FIRST     CLASS I (See Below)
 AH0147  ELLP ORDER  -  THIRD     CLASS II
 AH0147
 AH0147.The horizontal coordinates were established by GPS observations
 AH0147.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 AH0147
 AH0147.The orthometric height was determined by GPS observations and a
 AH0147.high-resolution geoid model using precise GPS observation and
 AH0147.processing techniques. It supersedes the leveled height previously
 AH0147.determined for this station.
 AH0147.WARNING-Repeat measurements at this control monument indicate possible
 AH0147.vertical movement.
 AH0147.The vertical order pertains to the first NAVD 88 superseded value.
 AH0147
 AH0147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH0147
 AH0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0147
 AH0147.The ellipsoidal height was determined by GPS observations
 AH0147.and is referenced to NAD 83.
 AH0147
 AH0147.The geoid height was determined by GEOID03.
 AH0147
 AH0147.The dynamic height is computed by dividing the NAVD 88
 AH0147.geopotential number by the normal gravity value computed on the
 AH0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0147.degrees latitude (g = 980.6199 gals.).
 AH0147
 AH0147.The modeled gravity was interpolated from observed gravity values.
 AH0147
 AH0147;                    North         East     Units Scale Factor Converg.
 AH0147;SPC TX S     - 5,249,233.882   421,179.496   MT  1.00002053   +0 33 31.9
 AH0147;SPC TX S     -17,221,861.49  1,381,819.73   sFT  1.00002053   +0 33 31.9
 AH0147;UTM  14      - 3,088,526.963   670,346.800   MT  0.99995817   +0 48 37.6
 AH0147
 AH0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0147!SPC TX S     -   1.00000291  x   1.00002053  =   1.00002344
 AH0147!UTM  14      -   1.00000291  x   0.99995817  =   0.99996108
 AH0147
 AH0147                          SUPERSEDED SURVEY CONTROL
 AH0147
 AH0147  NAVD 88 (12/02/97)    8.115  (m)           26.62   (f) ADJUSTED    1 1
 AH0147  NAVD 88 (06/15/91)    8.095  (m)           26.56   (f) UNKNOWN     1 1
 AH0147  NGVD 29 (??/??/92)    8.266  (m)           27.12   (f) ADJ UNCH    1 1
 AH0147
 AH0147.Superseded values are not recommended for survey control.
 AH0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0147.See file dsdata.txt to determine how the superseded data were derived.
 AH0147
 AH0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7034788527(NAD 83)
 AH0147_MARKER: DB = BENCH MARK DISK
 AH0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0147_STAMPING: Z 605 1942
 AH0147_MARK LOGO: CGS   
 AH0147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0147+STABILITY: SURFACE MOTION
 AH0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0147+SATELLITE: SATELLITE OBSERVATIONS - 2005
 AH0147
 AH0147  HISTORY     - Date     Condition        Report By
 AH0147  HISTORY     - 1942     MONUMENTED       CGS
 AH0147  HISTORY     - 1959     GOOD             NGS
 AH0147  HISTORY     - 1978     GOOD             NGS
 AH0147  HISTORY     - 1987     GOOD             USPSQD
 AH0147  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0147  HISTORY     - 19890120 MARK NOT FOUND   USPSQD
 AH0147  HISTORY     - 19910720 GOOD             USPSQD
 AH0147  HISTORY     - 19970203 GOOD             NGS
 AH0147  HISTORY     - 2005     GOOD             CCTI
 AH0147
 AH0147                          STATION DESCRIPTION
 AH0147
 AH0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0147'1.6 MI SE FROM GREGORY.
 AH0147'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE INTERSECTION
 AH0147'OF U. S. HIGHWAY 181 AND FARM ROAD 136 AT GREGORY, THENCE ABOUT 0.8
 AH0147'MILE SOUTHEAST ALONG FARM ROAD 632, 41 FEET NORTHEAST OF THE CENTER
 AH0147'LINE OF THE ROAD, 39 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TEXAS
 AH0147'AND NEW ORLEANS RAILROAD, 5 1/2 FEET WEST OF THE SECOND POLE NORTHWEST
 AH0147'OF POLE 800 HE 55, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 AH0147'LEVEL WITH THE ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND
 AH0147'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 AH0147
 AH0147                          STATION RECOVERY (1978)
 AH0147
 AH0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0147'OF THE SOUTHERN PACIFIC RAILROAD.
 AH0147
 AH0147                          STATION RECOVERY (1987)
 AH0147
 AH0147'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0147'RECOVERED IN GOOD CONDITION.
 AH0147
 AH0147                          STATION RECOVERY (1989)
 AH0147
 AH0147'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0147'MARK NOT FOUND.
 AH0147
 AH0147                          STATION RECOVERY (1989)
 AH0147
 AH0147'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0147'MARK NOT FOUND.
 AH0147
 AH0147                          STATION RECOVERY (1991)
 AH0147
 AH0147'RECOVERY NOTE BY US POWER SQUADRON 1991 (RM)
 AH0147'RECOVERED IN GOOD CONDITION.
 AH0147
 AH0147                          STATION RECOVERY (1997)
 AH0147
 AH0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0147'2.6 KM (1.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AH0147'OFFICE IN GREGORY, 17.5 M (57.4 FT) NORTHEAST OF THE NORTHBOUND LANES
 AH0147'OF THE HIGHWAY, 11.7 M (38.4 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 AH0147'SOUTHERN PACIFIC RAILROAD, 7.1 M (23.3 FT) NORTH OF UNDERGROUND CABLE
 AH0147'JUNCTION BOX NUMBER L700 LP2, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 AH0147'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AH0147'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AH0147
 AH0147                          STATION RECOVERY (2005)
 AH0147
 AH0147'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2005
 AH0147'RECOVERY NOTE BY C AND C TECHNOLOGIES 2005 (JEW)RECOVERED AS
 AH0147'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1350 ***********************************************************************
 AN1350  DESIGNATION -  Z 606
 AN1350  PID         -  AN1350
 AN1350  STATE/COUNTY-  TX/SAN PATRICIO
 AN1350  USGS QUAD   -  RINCON BEND (1979)
 AN1350
 AN1350                         *CURRENT SURVEY CONTROL
 AN1350  ___________________________________________________________________
 AN1350* NAD 83(1986)-  28 01 46.     (N)    097 17 34.     (W)     SCALED    
 AN1350* NAVD 88     -         7.21   (+/-2cm)      23.7    (feet)  VERTCON   
 AN1350  ___________________________________________________________________
 AN1350  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1350
 AN1350  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1350
 AN1350.The horizontal coordinates were scaled from a topographic map and have
 AN1350.an estimated accuracy of +/- 6 seconds.
 AN1350
 AN1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1350.The vertical order pertains to the NGVD 29 superseded value.
 AN1350
 AN1350.The geoid height was determined by GEOID03.
 AN1350
 AN1350;                    North         East    Units  Estimated Accuracy
 AN1350;SPC TX S     - 5,262,360.      418,720.      MT  (+/- 180 meters Scaled)
 AN1350
 AN1350                          SUPERSEDED SURVEY CONTROL
 AN1350
 AN1350  NGVD 29 (??/??/92)    7.36   (m)           24.1    (f) COMPUTED    2 0
 AN1350
 AN1350.Superseded values are not recommended for survey control.
 AN1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1350.See file dsdata.txt to determine how the superseded data were derived.
 AN1350
 AN1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS678016(NAD 83)
 AN1350_MARKER: DB = BENCH MARK DISK
 AN1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1350_STAMPING: Z 606 1942
 AN1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1350+STABILITY: SURFACE MOTION
 AN1350
 AN1350  HISTORY     - Date     Condition        Report By
 AN1350  HISTORY     - 1942     MONUMENTED       CGS
 AN1350
 AN1350                          STATION DESCRIPTION
 AN1350
 AN1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1350'6.1 MI NE FROM GREGORY.
 AN1350'6.1 MILES NORTHEAST ALONG THE BAYSIDE ROAD FROM THE POST OFFICE AT
 AN1350'GREGORY, SAN PATRICIO COUNTY, 2.5 MILES WEST AND 2.0 MILES NORTH ALONG
 AN1350'PAVED ROADS.  AT A ROAD INTERSECTION, IN THE NORTHEAST CORNER OF A
 AN1350'YARD AROUND A COTTON GIN, 75 FEET SOUTH OF THE CENTERLINE OF THE CROSS
 AN1350'ROAD, 42 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 3 FEET EAST OF
 AN1350'A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE MAIN ROAD. A
 AN1350'STANDARD DISK, STAMPED Z 606 1942 AND SET IN THE TOP OF A CONCRETE
 AN1350'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0838 ***********************************************************************
 AH0838  DESIGNATION -  Z 607
 AH0838  PID         -  AH0838
 AH0838  STATE/COUNTY-  TX/NUECES
 AH0838  USGS QUAD   -  CONCORDIA (1975)
 AH0838
 AH0838                         *CURRENT SURVEY CONTROL
 AH0838  ___________________________________________________________________
 AH0838* NAD 83(1986)-  27 35 41.     (N)    097 37 49.     (W)     SCALED    
 AH0838* NAVD 88     -        10.636  (meters)      34.89   (feet)  ADJUSTED  
 AH0838  ___________________________________________________________________
 AH0838  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH0838  DYNAMIC HT  -          10.620 (meters)      34.84  (feet)  COMP
 AH0838  MODELED GRAV-     979,112.0   (mgal)                       NAVD 88
 AH0838
 AH0838  VERT ORDER  -  SECOND    CLASS 0
 AH0838
 AH0838.The horizontal coordinates were scaled from a topographic map and have
 AH0838.an estimated accuracy of +/- 6 seconds.
 AH0838
 AH0838.The orthometric height was determined by differential leveling
 AH0838.and adjusted by the National Geodetic Survey in June 1991..
 AH0838
 AH0838.The geoid height was determined by GEOID03.
 AH0838
 AH0838.The dynamic height is computed by dividing the NAVD 88
 AH0838.geopotential number by the normal gravity value computed on the
 AH0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0838.degrees latitude (g = 980.6199 gals.).
 AH0838
 AH0838.The modeled gravity was interpolated from observed gravity values.
 AH0838
 AH0838;                    North         East    Units  Estimated Accuracy
 AH0838;SPC TX S     - 5,213,910.      385,860.      MT  (+/- 180 meters Scaled)
 AH0838
 AH0838                          SUPERSEDED SURVEY CONTROL
 AH0838
 AH0838  NGVD 29 (??/??/92)   10.768  (m)           35.33   (f) ADJ UNCH    2 0
 AH0838
 AH0838.Superseded values are not recommended for survey control.
 AH0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0838.See file dsdata.txt to determine how the superseded data were derived.
 AH0838
 AH0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR351530(NAD 83)
 AH0838_MARKER: DB = BENCH MARK DISK
 AH0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0838_STAMPING: Z 607 1942
 AH0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0838+STABILITY: SURFACE MOTION
 AH0838
 AH0838  HISTORY     - Date     Condition        Report By
 AH0838  HISTORY     - 1942     MONUMENTED       CGS
 AH0838  HISTORY     - 1951     GOOD             NGS
 AH0838  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0838
 AH0838                          STATION DESCRIPTION
 AH0838
 AH0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0838'5.6 MI S FROM PETRONILLA.
 AH0838'5.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE GRADE SCHOOL AT
 AH0838'PETRONILLA, 148 FEET NORTH OF THE NORTH END OF A CURVE IN THE ROAD, 24
 AH0838'FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A POWER
 AH0838'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AH0838'THE GROUND.
 AH0838
 AH0838                          STATION RECOVERY (1969)
 AH0838
 AH0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0856 ***********************************************************************
 AH0856  DESIGNATION -  Z 608 RESET 1945
 AH0856  PID         -  AH0856
 AH0856  STATE/COUNTY-  TX/NUECES
 AH0856  USGS QUAD   -  LAURELES RANCH (1975)
 AH0856
 AH0856                         *CURRENT SURVEY CONTROL
 AH0856  ___________________________________________________________________
 AH0856* NAD 83(1986)-  27 35 09.     (N)    097 33 04.     (W)     SCALED    
 AH0856* NAVD 88     -        10.333  (meters)      33.90   (feet)  ADJUSTED  
 AH0856  ___________________________________________________________________
 AH0856  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH0856  DYNAMIC HT  -          10.317 (meters)      33.85  (feet)  COMP
 AH0856  MODELED GRAV-     979,115.3   (mgal)                       NAVD 88
 AH0856
 AH0856  VERT ORDER  -  SECOND    CLASS 0
 AH0856
 AH0856.The horizontal coordinates were scaled from a topographic map and have
 AH0856.an estimated accuracy of +/- 6 seconds.
 AH0856
 AH0856.The orthometric height was determined by differential leveling
 AH0856.and adjusted by the National Geodetic Survey in June 1991..
 AH0856.WARNING-Repeat measurements at this control monument indicate possible
 AH0856.vertical movement.
 AH0856
 AH0856.The geoid height was determined by GEOID03.
 AH0856
 AH0856.The dynamic height is computed by dividing the NAVD 88
 AH0856.geopotential number by the normal gravity value computed on the
 AH0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0856.degrees latitude (g = 980.6199 gals.).
 AH0856
 AH0856.The modeled gravity was interpolated from observed gravity values.
 AH0856
 AH0856;                    North         East    Units  Estimated Accuracy
 AH0856;SPC TX S     - 5,212,980.      393,680.      MT  (+/- 180 meters Scaled)
 AH0856
 AH0856                          SUPERSEDED SURVEY CONTROL
 AH0856
 AH0856  NGVD 29 (??/??/92)   10.472  (m)           34.36   (f) ADJ UNCH    2 0
 AH0856
 AH0856.Superseded values are not recommended for survey control.
 AH0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0856.See file dsdata.txt to determine how the superseded data were derived.
 AH0856
 AH0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR430521(NAD 83)
 AH0856_MARKER: DB = BENCH MARK DISK
 AH0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0856_STAMPING: Z 608 1942 RESET 1945
 AH0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0856+STABILITY: SURFACE MOTION
 AH0856
 AH0856  HISTORY     - Date     Condition        Report By
 AH0856  HISTORY     - 1945     MONUMENTED       CGS
 AH0856  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0856
 AH0856                          STATION DESCRIPTION
 AH0856
 AH0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0856'6.0 MI W FROM CHAPMAN RANCH.
 AH0856'TO REACH FROM THE CHAPMAN RANCH HEADQUARTERS-- PROCEED 6.0 MILES
 AH0856'WESTERLY ALONG DIRT ROAD TOWARD BISHOP TO INTERSECTION OF CROSSROAD
 AH0856'AND SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 90.0 FEET EAST OF THE
 AH0856'CENTERLINE OF GATE ACROSS THE NORTH-SOUTH CROSSROAD, 59.0 FEET SOUTH
 AH0856'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE EAST-WEST
 AH0856'ROAD, 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AH0856'NORTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH0856
 AH0856                          STATION RECOVERY (1969)
 AH0856
 AH0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0802 ***********************************************************************
 AH0802  DESIGNATION -  Z 609 RESET
 AH0802  PID         -  AH0802
 AH0802  STATE/COUNTY-  TX/NUECES
 AH0802  USGS QUAD   -  PETRONILA NE (1975)
 AH0802
 AH0802                         *CURRENT SURVEY CONTROL
 AH0802  ___________________________________________________________________
 AH0802* NAD 83(1986)-  27 41 15.     (N)    097 34 39.     (W)     SCALED    
 AH0802* NAVD 88     -        17.32   (meters)      56.8    (feet)  RESET     
 AH0802  ___________________________________________________________________
 AH0802  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH0802
 AH0802  VERT ORDER  -  THIRD
 AH0802
 AH0802.The horizontal coordinates were scaled from a topographic map and have
 AH0802.an estimated accuracy of +/- 6 seconds.
 AH0802
 AH0802.The orthometric height was computed from unverified reset data.
 AH0802
 AH0802.The geoid height was determined by GEOID03.
 AH0802
 AH0802;                    North         East    Units  Estimated Accuracy
 AH0802;SPC TX S     - 5,224,230.      391,000.      MT  (+/- 180 meters Scaled)
 AH0802
 AH0802                          SUPERSEDED SURVEY CONTROL
 AH0802
 AH0802  NGVD 29 (??/??/??)   17.48   (m)           57.3    (f) RESET       3  
 AH0802
 AH0802.Superseded values are not recommended for survey control.
 AH0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0802.See file dsdata.txt to determine how the superseded data were derived.
 AH0802
 AH0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR402633(NAD 83)
 AH0802_MARKER: DB = BENCH MARK DISK
 AH0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0802_SP_SET: CULVERT
 AH0802_STAMPING: Z 609 RESET 1964
 AH0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0802
 AH0802  HISTORY     - Date     Condition        Report By
 AH0802  HISTORY     - 1964     MONUMENTED       CGS
 AH0802  HISTORY     - 1968     GOOD             NGS
 AH0802  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0802  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0802  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0802
 AH0802                          STATION DESCRIPTION
 AH0802
 AH0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AH0802'5.0 MI NE FROM PETRONILLA.
 AH0802'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT
 AH0802'PETRONILLA, NUECES COUNTY, THENCE 3.5 MILES EAST ALONG A PAVED ROAD,
 AH0802'0.5 MILE EAST OF A COTTON GIN, 15 FEET SOUTH OF AND ABOUT 0.5 FOOT
 AH0802'HIGHER THAN THE CENTER LINE OF THE ROAD, AT A LARGE CONCRETE CULVERT,
 AH0802'AND SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL.
 AH0802
 AH0802                          STATION RECOVERY (1997)
 AH0802
 AH0802'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0802'MARK NOT FOUND.
 AH0802
 AH0802                          STATION RECOVERY (2001)
 AH0802
 AH0802'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0802'MARK NOT FOUND.
 AH0802
 AH0802                          STATION RECOVERY (2002)
 AH0802
 AH0802'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1050 ***********************************************************************
 AE1050  DESIGNATION -  Z 61
 AE1050  PID         -  AE1050
 AE1050  STATE/COUNTY-  TX/ZAPATA
 AE1050  USGS QUAD   -  ZAPATA (1979)
 AE1050
 AE1050                         *CURRENT SURVEY CONTROL
 AE1050  ___________________________________________________________________
 AE1050* NAD 83(1986)-  26 55 17.     (N)    099 19 11.     (W)     SCALED    
 AE1050* NAVD 88     -        92.934  (meters)     304.90   (feet)  POSTED    
 AE1050  ___________________________________________________________________
 AE1050  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AE1050  DYNAMIC HT  -          92.780 (meters)     304.40  (feet)  COMP
 AE1050  MODELED GRAV-     979,035.3   (mgal)                       NAVD 88
 AE1050
 AE1050  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE1050
 AE1050.The horizontal coordinates were scaled from a topographic map and have
 AE1050.an estimated accuracy of +/- 6 seconds.
 AE1050
 AE1050.The orthometric height was determined by differential leveling
 AE1050.and adjusted by the National Geodetic Survey in 1992..
 AE1050.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE1050.rate of 1.1 thru 2.0 mm/km.
 AE1050
 AE1050.The geoid height was determined by GEOID03.
 AE1050
 AE1050.The dynamic height is computed by dividing the NAVD 88
 AE1050.geopotential number by the normal gravity value computed on the
 AE1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1050.degrees latitude (g = 980.6199 gals.).
 AE1050
 AE1050.The modeled gravity was interpolated from observed gravity values.
 AE1050
 AE1050;                    North         East    Units  Estimated Accuracy
 AE1050;SPC TX S     - 5,139,280.      218,590.      MT  (+/- 180 meters Scaled)
 AE1050
 AE1050                          SUPERSEDED SURVEY CONTROL
 AE1050
 AE1050.No superseded survey control is available for this station.
 AE1050
 AE1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ682777(NAD 83)
 AE1050_MARKER: DB = BENCH MARK DISK
 AE1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1050_STAMPING: Z 61 1918 ELEV. 304.96 FT
 AE1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1050+STABILITY: SURFACE MOTION
 AE1050
 AE1050  HISTORY     - Date     Condition        Report By
 AE1050  HISTORY     - 1918     MONUMENTED       CGS
 AE1050  HISTORY     - 1956     MARK NOT FOUND   USGS
 AE1050
 AE1050                          STATION DESCRIPTION
 AE1050
 AE1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 AE1050'3.1 MI W FROM ZAPATA.
 AE1050'ABOUT 3.1 MILES WEST OF ZAPATA, ZAPATA COUNTY, ON THE NORTH SIDE OF
 AE1050'THE OLD MILITARY ROAD OPPOSITE THE LAST TELEGRAPH POLE ON THE LEFT
 AE1050'SIDE WHERE THE WIRES CROSS OVER TO THE NORTH SIDE AND NOW (1927) ABOUT
 AE1050'20 METERS SOUTH OF THE NEW GRADED ROAD.  A CONCRETE POST WITH DISK IN
 AE1050'TOP STAMPED Z 61 1918 ELEV. 304.96 FT.
 AE1050
 AE1050                          STATION RECOVERY (1956)
 AE1050
 AE1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AE1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0448 ***********************************************************************
 AH0448  DESIGNATION -  Z 610
 AH0448  PID         -  AH0448
 AH0448  STATE/COUNTY-  TX/KLEBERG
 AH0448  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH0448
 AH0448                         *CURRENT SURVEY CONTROL
 AH0448  ___________________________________________________________________
 AH0448* NAD 83(1986)-  27 29 54.     (N)    097 21 09.     (W)     SCALED    
 AH0448* NAVD 88     -         3.279  (meters)      10.76   (feet)  ADJUSTED  
 AH0448  ___________________________________________________________________
 AH0448  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AH0448  DYNAMIC HT  -           3.273 (meters)      10.74  (feet)  COMP
 AH0448  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 AH0448
 AH0448  VERT ORDER  -  SECOND    CLASS 0
 AH0448
 AH0448.The horizontal coordinates were scaled from a topographic map and have
 AH0448.an estimated accuracy of +/- 6 seconds.
 AH0448
 AH0448.The orthometric height was determined by differential leveling
 AH0448.and adjusted by the National Geodetic Survey in June 1991..
 AH0448
 AH0448.The geoid height was determined by GEOID03.
 AH0448
 AH0448.The dynamic height is computed by dividing the NAVD 88
 AH0448.geopotential number by the normal gravity value computed on the
 AH0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0448.degrees latitude (g = 980.6199 gals.).
 AH0448
 AH0448.The modeled gravity was interpolated from observed gravity values.
 AH0448
 AH0448;                    North         East    Units  Estimated Accuracy
 AH0448;SPC TX S     - 5,203,450.      413,380.      MT  (+/- 180 meters Scaled)
 AH0448
 AH0448                          SUPERSEDED SURVEY CONTROL
 AH0448
 AH0448  NGVD 29 (??/??/92)    3.426  (m)           11.24   (f) ADJ UNCH    2 0
 AH0448
 AH0448.Superseded values are not recommended for survey control.
 AH0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0448.See file dsdata.txt to determine how the superseded data were derived.
 AH0448
 AH0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR627427(NAD 83)
 AH0448_MARKER: DB = BENCH MARK DISK
 AH0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0448_STAMPING: Z 610 1942
 AH0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0448+STABILITY: SURFACE MOTION
 AH0448
 AH0448  HISTORY     - Date     Condition        Report By
 AH0448  HISTORY     - 1942     MONUMENTED       CGS
 AH0448  HISTORY     - 1949     GOOD             NGS
 AH0448
 AH0448                          STATION DESCRIPTION
 AH0448
 AH0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0448'27.4 MI SE FROM CORPUS CHRISTI.
 AH0448'TO REACH FROM THE TEXAS MEXICAN RAILROAD STATION AT CORPUS CHRISTI.
 AH0448'PROCEED 1.2 MILES SOUTHERLY ON SOUTH STAPLES STREET TO INTERSECTION
 AH0448'WITH STATE HIGHWAY NO. 286, THENCE GO 3.0 MILES SOUTHERLY ON HIGHWAY
 AH0448'NO. 286 TO INTERSECTION WITH LEXINGTON BOULEVARD, THENCE GO 10.0 MILES
 AH0448'EASTERLY ALONG BOULEVARD TO INTERSECTION WITH ROAD TO FLYING FIELD NO.
 AH0448'42, TURN SOUTH AND GO 13.2 MILES SOUTHERLY VIA FLOUR BLUFF SCHOOL,
 AH0448'ENTERING KING RANCH THROUGH GATE ON NORTH BOUNDARY OF RANCH AND
 AH0448'CONTINUING SOUTHERLY ALONG PAVED ROAD TO SITE OF BENCH MARK. BNECH
 AH0448'MARK IS AT THE ENTRANCE TO FLYING FIELD NO. 42, 45 FEET WEST OF AND
 AH0448'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 15 FEET WEST
 AH0448'OF THE WEST GATE POST, 3 FEET EAST OF A 4X4-INCH WOODEN MARKER POST,
 AH0448'AND 1 FOOT NORTH OF THE EAST-WEST FENCE ALONG THE NORTH SIDE OF FIELD.
 AH0448'MONUMENT PROJECTS 0.5 FOOT.
 AH0448
 AH0448                          STATION RECOVERY (1949)
 AH0448
 AH0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0642 ***********************************************************************
 AH0642  DESIGNATION -  Z 612
 AH0642  PID         -  AH0642
 AH0642  STATE/COUNTY-  TX/KLEBERG
 AH0642  USGS QUAD   -  ESCONDIDO LAKE (1979)
 AH0642
 AH0642                         *CURRENT SURVEY CONTROL
 AH0642  ___________________________________________________________________
 AH0642* NAD 83(1986)-  27 23 59.     (N)    097 57 56.     (W)     SCALED    
 AH0642* NAVD 88     -        26.469  (meters)      86.84   (feet)  ADJUSTED  
 AH0642  ___________________________________________________________________
 AH0642  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH0642  DYNAMIC HT  -          26.428 (meters)      86.71  (feet)  COMP
 AH0642  MODELED GRAV-     979,086.0   (mgal)                       NAVD 88
 AH0642
 AH0642  VERT ORDER  -  SECOND    CLASS 0
 AH0642
 AH0642.The horizontal coordinates were scaled from a topographic map and have
 AH0642.an estimated accuracy of +/- 6 seconds.
 AH0642
 AH0642.The orthometric height was determined by differential leveling
 AH0642.and adjusted by the National Geodetic Survey in June 1991..
 AH0642
 AH0642.The geoid height was determined by GEOID03.
 AH0642
 AH0642.The dynamic height is computed by dividing the NAVD 88
 AH0642.geopotential number by the normal gravity value computed on the
 AH0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0642.degrees latitude (g = 980.6199 gals.).
 AH0642
 AH0642.The modeled gravity was interpolated from observed gravity values.
 AH0642
 AH0642;                    North         East    Units  Estimated Accuracy
 AH0642;SPC TX S     - 5,192,120.      352,850.      MT  (+/- 180 meters Scaled)
 AH0642
 AH0642                          SUPERSEDED SURVEY CONTROL
 AH0642
 AH0642  NGVD 29 (??/??/92)   26.576  (m)           87.19   (f) ADJ UNCH    2 0
 AH0642
 AH0642.Superseded values are not recommended for survey control.
 AH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0642.See file dsdata.txt to determine how the superseded data were derived.
 AH0642
 AH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR022311(NAD 83)
 AH0642_MARKER: DB = BENCH MARK DISK
 AH0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0642_STAMPING: Z 612 1942
 AH0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0642+STABILITY: SURFACE MOTION
 AH0642
 AH0642  HISTORY     - Date     Condition        Report By
 AH0642  HISTORY     - 1942     MONUMENTED       CGS
 AH0642  HISTORY     - 1975     GOOD             USGS
 AH0642
 AH0642                          STATION DESCRIPTION
 AH0642
 AH0642'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0642'13.0 MI SW FROM KINGSVILLE.
 AH0642'3.2 MI. W ALONG STATE HWY 141 AND 9.8 MI. S FROM KINGSVILLE ABOUT 5.6
 AH0642'MI. W ALONG STATE HWY. 141 FROM THE MAIN ENTRANCE TO THE KING RANCH,
 AH0642'ON THE W EDGE OF KINGSVILLE, THENCE ABOUT 2.5 MI. S AND SW ALONG PAVED
 AH0642'ROAD, THENCE ABOUT 2.2 MI. S ALONG GRADED ROAD TO BUMP GATE, THENCE
 AH0642'ABOUT 2.0 MI. E TO X-RD., THENCE 5.2 MI. S, ABOUT 150 FT. E OF THE
 AH0642'MONTE VERDE WINDMILL, 27 FT. W OF A ROAD AT METAL GATE, 0.6 FT N OF
 AH0642'THE E-W FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 AH0642'PROJECTING ABOUT 0.4 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0645 ***********************************************************************
 AH0645  DESIGNATION -  Z 613
 AH0645  PID         -  AH0645
 AH0645  STATE/COUNTY-  TX/KLEBERG
 AH0645  USGS QUAD   -  PAISANO LAKE (1979)
 AH0645
 AH0645                         *CURRENT SURVEY CONTROL
 AH0645  ___________________________________________________________________
 AH0645* NAD 83(1986)-  27 21 19.     (N)    097 57 56.     (W)     SCALED    
 AH0645* NAVD 88     -        27.207  (meters)      89.26   (feet)  ADJUSTED  
 AH0645  ___________________________________________________________________
 AH0645  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AH0645  DYNAMIC HT  -          27.164 (meters)      89.12  (feet)  COMP
 AH0645  MODELED GRAV-     979,084.4   (mgal)                       NAVD 88
 AH0645
 AH0645  VERT ORDER  -  SECOND    CLASS 0
 AH0645
 AH0645.The horizontal coordinates were scaled from a topographic map and have
 AH0645.an estimated accuracy of +/- 6 seconds.
 AH0645
 AH0645.The orthometric height was determined by differential leveling
 AH0645.and adjusted by the National Geodetic Survey in June 1991..
 AH0645
 AH0645.The geoid height was determined by GEOID03.
 AH0645
 AH0645.The dynamic height is computed by dividing the NAVD 88
 AH0645.geopotential number by the normal gravity value computed on the
 AH0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0645.degrees latitude (g = 980.6199 gals.).
 AH0645
 AH0645.The modeled gravity was interpolated from observed gravity values.
 AH0645
 AH0645;                    North         East    Units  Estimated Accuracy
 AH0645;SPC TX S     - 5,187,200.      352,870.      MT  (+/- 180 meters Scaled)
 AH0645
 AH0645                          SUPERSEDED SURVEY CONTROL
 AH0645
 AH0645  NGVD 29 (??/??/92)   27.321  (m)           89.64   (f) ADJ UNCH    2 0
 AH0645
 AH0645.Superseded values are not recommended for survey control.
 AH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0645.See file dsdata.txt to determine how the superseded data were derived.
 AH0645
 AH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR023262(NAD 83)
 AH0645_MARKER: DB = BENCH MARK DISK
 AH0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0645_STAMPING: Z 613 1942
 AH0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0645+STABILITY: SURFACE MOTION
 AH0645
 AH0645  HISTORY     - Date     Condition        Report By
 AH0645  HISTORY     - 1942     MONUMENTED       CGS
 AH0645  HISTORY     - 1975     GOOD             USGS
 AH0645
 AH0645                          STATION DESCRIPTION
 AH0645
 AH0645'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0645'IN KINGSVILLE.
 AH0645'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAY 141 FROM THE MISSOURI PACIFIC
 AH0645'RAILROAD STATION AT KINGSVILLE, ABOUT 5.6 MI. W. ALONG STATE HWY 141
 AH0645'FROM THE MAIN ENTRANCE TO THE KING RANCH ON THE W. EDGE OF KINGSVILLE,
 AH0645'THENCE ABOUT 2.5 MI. S. AND SW. ALONG A PAVED ROAD, THENCE ABOUT 2.2
 AH0645'MI. S. ALONG GRADED ROAD TO BUMP GATE, THENCE ABOUT 2.0 MI. E. TO
 AH0645'X-RD., THENCE 7.25 MI. S., ABOUT 2.95 MI. S. OF THE MONTE VERDE
 AH0645'WINDMILL, ABOUT 0.5 MI. SOUTH OF A GATE ACROSS THE ROAD, ABOUT 36 FEET
 AH0645'WEST OF RD., 0.6 FOOT EAST OF N-S FENCE.  A STANDARD DISK, STAMPED Z
 AH0645'613 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 AH0645'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1159 ***********************************************************************
 AJ1159  DESIGNATION -  Z 614
 AJ1159  PID         -  AJ1159
 AJ1159  STATE/COUNTY-  TX/BROOKS
 AJ1159  USGS QUAD   -  FLOWELLA (1963)
 AJ1159
 AJ1159                         *CURRENT SURVEY CONTROL
 AJ1159  ___________________________________________________________________
 AJ1159* NAD 83(1986)-  27 10 56.     (N)    098 01 03.     (W)     SCALED    
 AJ1159* NAVD 88     -        24.733  (meters)      81.14   (feet)  ADJUSTED  
 AJ1159  ___________________________________________________________________
 AJ1159  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AJ1159  DYNAMIC HT  -          24.694 (meters)      81.02  (feet)  COMP
 AJ1159  MODELED GRAV-     979,074.9   (mgal)                       NAVD 88
 AJ1159
 AJ1159  VERT ORDER  -  SECOND    CLASS 0
 AJ1159
 AJ1159.The horizontal coordinates were scaled from a topographic map and have
 AJ1159.an estimated accuracy of +/- 6 seconds.
 AJ1159
 AJ1159.The orthometric height was determined by differential leveling
 AJ1159.and adjusted by the National Geodetic Survey in June 1991..
 AJ1159
 AJ1159.The geoid height was determined by GEOID03.
 AJ1159
 AJ1159.The dynamic height is computed by dividing the NAVD 88
 AJ1159.geopotential number by the normal gravity value computed on the
 AJ1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1159.degrees latitude (g = 980.6199 gals.).
 AJ1159
 AJ1159.The modeled gravity was interpolated from observed gravity values.
 AJ1159
 AJ1159;                    North         East    Units  Estimated Accuracy
 AJ1159;SPC TX S     - 5,168,000.      347,810.      MT  (+/- 180 meters Scaled)
 AJ1159
 AJ1159                          SUPERSEDED SURVEY CONTROL
 AJ1159
 AJ1159  NGVD 29 (??/??/92)   24.842  (m)           81.50   (f) ADJ UNCH    2 0
 AJ1159
 AJ1159.Superseded values are not recommended for survey control.
 AJ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1159.See file dsdata.txt to determine how the superseded data were derived.
 AJ1159
 AJ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR973070(NAD 83)
 AJ1159_MARKER: DB = BENCH MARK DISK
 AJ1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1159_STAMPING: Z 614 1942
 AJ1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1159+STABILITY: SURFACE MOTION
 AJ1159
 AJ1159  HISTORY     - Date     Condition        Report By
 AJ1159  HISTORY     - 1942     MONUMENTED       CGS
 AJ1159  HISTORY     - 1962     POOR             USGS
 AJ1159
 AJ1159                          STATION DESCRIPTION
 AJ1159
 AJ1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ1159'15.3 MI SE FROM FALFURRIAS.
 AJ1159'ABOUT 8.9 MILES EAST ALONG STATE HIGHWAY 285 FROM THE COURTHOUSE AT
 AJ1159'FALFURRIAS, BROOKS COUNTY, THENCE ABOUT 4.1 MILES SOUTH ALONG A RANCH
 AJ1159'ROAD, THENCE ABOUT 1.2 MILES WEST ALONG A ROAD, AND THENCE ABOUT 1.1
 AJ1159'MILES SOUTH ALONG A RANCH ROAD.  ABOUT 0.5 MILE SOUTH OF A WINDMILL ON
 AJ1159'MARIPOSA RANCH, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 8 FEET
 AJ1159'WEST OF A MESQUITE TREE, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 AJ1159'AND ABOUT LEVEL WITH THE ROAD, A STANDARD DISK, STAMPED Z 614 1942 AND
 AJ1159'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AJ1159'GROUND.  NOTE-- BENCH MARK FOUND AS DESCRIBED BUT THE POST WAS BROKEN
 AJ1159'OFF 2 FEET BELOW THE TOP.  BENCH MARK IS AT THE INTERSECTION OF TWO
 AJ1159'SEISMOGRAPH TRAILS AND IS LOOSELY SITTING ON THE TOP OF THE BOTTOM
 AJ1159'SECTION OF THE POST.  PLANE TABLE ELEVATIONS INDICATE IT HAS BEEN
 AJ1159'RAISED ABOUT 0.5 FOOT.
 AJ1159
 AJ1159                          STATION RECOVERY (1962)
 AJ1159
 AJ1159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ1159'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0458 ***********************************************************************
 AJ0458  DESIGNATION -  Z 615
 AJ0458  PID         -  AJ0458
 AJ0458  STATE/COUNTY-  TX/BROOKS
 AJ0458  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ0458
 AJ0458                         *CURRENT SURVEY CONTROL
 AJ0458  ___________________________________________________________________
 AJ0458* NAD 83(1986)-  27 05 35.     (N)    098 02 15.     (W)     SCALED    
 AJ0458* NAVD 88     -        27.287  (meters)      89.52   (feet)  ADJUSTED  
 AJ0458  ___________________________________________________________________
 AJ0458  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AJ0458  DYNAMIC HT  -          27.244 (meters)      89.38  (feet)  COMP
 AJ0458  MODELED GRAV-     979,067.8   (mgal)                       NAVD 88
 AJ0458
 AJ0458  VERT ORDER  -  SECOND    CLASS 0
 AJ0458
 AJ0458.The horizontal coordinates were scaled from a topographic map and have
 AJ0458.an estimated accuracy of +/- 6 seconds.
 AJ0458
 AJ0458.The orthometric height was determined by differential leveling
 AJ0458.and adjusted by the National Geodetic Survey in June 1991..
 AJ0458
 AJ0458.The geoid height was determined by GEOID03.
 AJ0458
 AJ0458.The dynamic height is computed by dividing the NAVD 88
 AJ0458.geopotential number by the normal gravity value computed on the
 AJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0458.degrees latitude (g = 980.6199 gals.).
 AJ0458
 AJ0458.The modeled gravity was interpolated from observed gravity values.
 AJ0458
 AJ0458;                    North         East    Units  Estimated Accuracy
 AJ0458;SPC TX S     - 5,158,120.      345,860.      MT  (+/- 180 meters Scaled)
 AJ0458
 AJ0458                          SUPERSEDED SURVEY CONTROL
 AJ0458
 AJ0458  NGVD 29 (??/??/92)   27.38   (m)           89.8    (f) COMPUTED    2 0
 AJ0458
 AJ0458.Superseded values are not recommended for survey control.
 AJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0458.See file dsdata.txt to determine how the superseded data were derived.
 AJ0458
 AJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ954971(NAD 83)
 AJ0458_MARKER: DB = BENCH MARK DISK
 AJ0458_SETTING: 0 = UNSPECIFIED SETTING
 AJ0458_STAMPING: Z 615 1942
 AJ0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0458
 AJ0458  HISTORY     - Date     Condition        Report By
 AJ0458  HISTORY     - 1942     MONUMENTED       CGS
 AJ0458  HISTORY     - 1962     GOOD             USGS
 AJ0458
 AJ0458                          STATION DESCRIPTION
 AJ0458
 AJ0458'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ0458'7.0 MI E FROM FALFURRIAS.
 AJ0458'FROM THE INTERSECTION OF US HWY 281 AND FARM ROAD 2191 IN FALFURRIAS,
 AJ0458'BROOKS CO., TEXAS PROCEED EAST 5.2 MILES TO A CROSS ROAD, THENCE SOUTH
 AJ0458'3.6 MILES TO THE GATE-KEEPERS HOUSE AT THE MARIPOSA RANCH, CONTINUE
 AJ0458'SOUTH 4.55 MILES TO A TRACK ROAD WEST JUST NORTH OF TRI. STA. POSA,
 AJ0458'THENCE WEST 0.25 MILE TO A CLUMP OF MESQUITE AND BENCH MARK ON THE
 AJ0458'WEST SIDE THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1103 ***********************************************************************
 AH1103  DESIGNATION -  Z 616
 AH1103  PID         -  AH1103
 AH1103  STATE/COUNTY-  TX/KLEBERG
 AH1103  USGS QUAD   -  RICARDO (1979)
 AH1103
 AH1103                         *CURRENT SURVEY CONTROL
 AH1103  ___________________________________________________________________
 AH1103* NAD 83(1993)-  27 29 28.88438(N)    097 52 04.82835(W)     ADJUSTED  
 AH1103* NAVD 88     -        19.020  (meters)      62.40   (feet)  POSTED    
 AH1103  ___________________________________________________________________
 AH1103  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AH1103  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AH1103  DYNAMIC HT  -          18.990 (meters)      62.30  (feet)  COMP
 AH1103  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 AH1103
 AH1103  HORZ ORDER  -  SECOND
 AH1103  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AH1103
 AH1103.The horizontal coordinates were established by classical geodetic methods
 AH1103.and adjusted by the National Geodetic Survey in February 1996..
 AH1103
 AH1103.The orthometric height was determined by differential leveling
 AH1103.and adjusted by the National Geodetic Survey in 1992..
 AH1103.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AH1103.rate of 4.1 thru 8.0 mm/km.
 AH1103
 AH1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1103
 AH1103.The geoid height was determined by GEOID03.
 AH1103
 AH1103.The dynamic height is computed by dividing the NAVD 88
 AH1103.geopotential number by the normal gravity value computed on the
 AH1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1103.degrees latitude (g = 980.6199 gals.).
 AH1103
 AH1103.The modeled gravity was interpolated from observed gravity values.
 AH1103
 AH1103;                    North         East     Units Scale Factor Converg.
 AH1103;SPC TX S     - 5,202,319.183   362,448.817   MT  0.99993127   +0 17 12.9
 AH1103;SPC TX S     -17,067,942.19  1,189,134.16   sFT  0.99993127   +0 17 12.9
 AH1103;UTM  14      - 3,041,369.393   611,822.757   MT  0.99975435   +0 31 21.4
 AH1103
 AH1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1103!SPC TX S     -   1.00000111  x   0.99993127  =   0.99993238
 AH1103!UTM  14      -   1.00000111  x   0.99975435  =   0.99975546
 AH1103
 AH1103                          SUPERSEDED SURVEY CONTROL
 AH1103
 AH1103  NAD 83(1986)-  27 29 28.89708(N)    097 52 04.80132(W) AD(       ) 2
 AH1103  NAD 27      -  27 29 27.77000(N)    097 52 03.81000(W) AD(       ) 2
 AH1103  NGVD 29 (??/??/92)   19.12   (m)           62.7    (f) COMPUTED    2 0
 AH1103
 AH1103.Superseded values are not recommended for survey control.
 AH1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1103.See file dsdata.txt to determine how the superseded data were derived.
 AH1103
 AH1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1182341369(NAD 83)
 AH1103_MARKER: DB = BENCH MARK DISK
 AH1103_SETTING: 0 = UNSPECIFIED SETTING
 AH1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1103
 AH1103  HISTORY     - Date     Condition        Report By
 AH1103  HISTORY     - 1949     MONUMENTED       CGS
 AH1103
 AH1103                          STATION DESCRIPTION
 AH1103
 AH1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AH1103'BENCH MARK Z 616 WAS USED AS REFERENCE MARK NO 2.  IT IS
 AH1103'WEST-SOUTHWEST OF THE STATION, 47 FEET WEST OF THE CENTER OF
 AH1103'U.S. HIGHWAY 77 AND 1.5 FEET EAST OF WITNESS POST.  IT IS
 AH1103'STAMPED Z 616 1942 AND PROJECTS 6 INCHES.
 AH1103'
 AH1103'TO REACH THE STATION FROM THE POST OFFICE IN KINGSVILLE, GO
 AH1103'SOUTH ON U.S. HIGHWAY 77 FOR 1.3 MILES TO THE AZIMUTH MARK ON
 AH1103'THE WEST SIDE AS DESCRIBED, CONTINUE SOUTH ON HIGHWAY FOR 0.5
 AH1103'MILE TO MACADAM SIDE ROAD LEFT AND STATION IN NORTHEAST ANGLE
 AH1103'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1134 ***********************************************************************
 AB1134  DESIGNATION -  Z 618
 AB1134  PID         -  AB1134
 AB1134  STATE/COUNTY-  TX/KENEDY
 AB1134  USGS QUAD   -  ANDREA RANCH (1982)
 AB1134
 AB1134                         *CURRENT SURVEY CONTROL
 AB1134  ___________________________________________________________________
 AB1134* NAD 83(1986)-  26 44 21.     (N)    097 57 10.     (W)     SCALED    
 AB1134* NAVD 88     -        13.919  (meters)      45.67   (feet)  ADJUSTED  
 AB1134  ___________________________________________________________________
 AB1134  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AB1134  DYNAMIC HT  -          13.896 (meters)      45.59  (feet)  COMP
 AB1134  MODELED GRAV-     979,054.4   (mgal)                       NAVD 88
 AB1134
 AB1134  VERT ORDER  -  SECOND    CLASS 0
 AB1134
 AB1134.The horizontal coordinates were scaled from a topographic map and have
 AB1134.an estimated accuracy of +/- 6 seconds.
 AB1134
 AB1134.The orthometric height was determined by differential leveling
 AB1134.and adjusted by the National Geodetic Survey in June 1991..
 AB1134
 AB1134.The geoid height was determined by GEOID03.
 AB1134
 AB1134.The dynamic height is computed by dividing the NAVD 88
 AB1134.geopotential number by the normal gravity value computed on the
 AB1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1134.degrees latitude (g = 980.6199 gals.).
 AB1134
 AB1134.The modeled gravity was interpolated from observed gravity values.
 AB1134
 AB1134;                    North         East    Units  Estimated Accuracy
 AB1134;SPC TX S     - 5,118,940.      354,430.      MT  (+/- 180 meters Scaled)
 AB1134
 AB1134                          SUPERSEDED SURVEY CONTROL
 AB1134
 AB1134  NGVD 29 (??/??/92)   14.013  (m)           45.97   (f) ADJ UNCH    2 0
 AB1134
 AB1134.Superseded values are not recommended for survey control.
 AB1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1134.See file dsdata.txt to determine how the superseded data were derived.
 AB1134
 AB1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ041579(NAD 83)
 AB1134_MARKER: DB = BENCH MARK DISK
 AB1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1134_STAMPING: Z 618 1942
 AB1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1134+STABILITY: SURFACE MOTION
 AB1134
 AB1134  HISTORY     - Date     Condition        Report By
 AB1134  HISTORY     - 1942     MONUMENTED       CGS
 AB1134
 AB1134                          STATION DESCRIPTION
 AB1134
 AB1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1134'12.0 MI W FROM NORRIAS.
 AB1134'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1134'PROCEED 11.9 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1134'MARK.  BENCH MARK IS ABOUT 0.7 MILE NORTHWEST OF WINDMILL AT CATTLE
 AB1134'CORRALS ON THE SANTA FE RANCH, 15.0 FEET SOUTH OF AND ABOUT 1.0 FOOT
 AB1134'ABOVE THE CENTERLINE OF THE ROAD. IT IS 30.0 FEET SOUTH OF A MESQUITE
 AB1134'THICKET ON THE NORTH SIDE OF THE ROAD AND 3.0 FEET WEST OF A 4X4-INCH
 AB1134'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0759 ***********************************************************************
 AJ0759  DESIGNATION -  Z 62
 AJ0759  PID         -  AJ0759
 AJ0759  STATE/COUNTY-  TX/WEBB
 AJ0759  USGS QUAD   -  NIDO RANCH (1965)
 AJ0759
 AJ0759                         *CURRENT SURVEY CONTROL
 AJ0759  ___________________________________________________________________
 AJ0759* NAD 83(1986)-  27 50 09.     (N)    099 32 37.     (W)     SCALED    
 AJ0759* NAVD 88     -       193.500  (meters)     634.84   (feet)  POSTED    
 AJ0759  ___________________________________________________________________
 AJ0759  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AJ0759  DYNAMIC HT  -         193.200 (meters)     633.86  (feet)  COMP
 AJ0759  MODELED GRAV-     979,080.2   (mgal)                       NAVD 88
 AJ0759
 AJ0759  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0759
 AJ0759.The horizontal coordinates were scaled from a topographic map and have
 AJ0759.an estimated accuracy of +/- 6 seconds.
 AJ0759
 AJ0759.The orthometric height was determined by differential leveling
 AJ0759.and adjusted by the National Geodetic Survey in 1992..
 AJ0759.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0759.rate of 0.0 thru 1.0 mm/km.
 AJ0759
 AJ0759.The geoid height was determined by GEOID03.
 AJ0759
 AJ0759.The dynamic height is computed by dividing the NAVD 88
 AJ0759.geopotential number by the normal gravity value computed on the
 AJ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0759.degrees latitude (g = 980.6199 gals.).
 AJ0759
 AJ0759.The modeled gravity was interpolated from observed gravity values.
 AJ0759
 AJ0759;                    North         East    Units  Estimated Accuracy
 AJ0759;SPC TX S     - 5,240,760.      197,190.      MT  (+/- 180 meters Scaled)
 AJ0759
 AJ0759                          SUPERSEDED SURVEY CONTROL
 AJ0759
 AJ0759.No superseded survey control is available for this station.
 AJ0759
 AJ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR464791(NAD 83)
 AJ0759_MARKER: DB = BENCH MARK DISK
 AJ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0759_STAMPING: Z 62 1919 ELEV 634.759 FT
 AJ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0759+STABILITY: SURFACE MOTION
 AJ0759
 AJ0759  HISTORY     - Date     Condition        Report By
 AJ0759  HISTORY     - 1919     MONUMENTED       CGS
 AJ0759  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0759
 AJ0759                          STATION DESCRIPTION
 AJ0759
 AJ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0759'9.4 MI NW FROM WEBB.
 AJ0759'9.4 MILES NW ALONG TIENDAS-WEBB ROAD FROM INT. GR. NOR. RY. STATION AT
 AJ0759'WEBB.  A STANDARD DISK STAMPED Z 62 1919 AND SET IN TOP OF A CONC
 AJ0759'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1145 ***********************************************************************
 AB1145  DESIGNATION -  Z 620
 AB1145  PID         -  AB1145
 AB1145  STATE/COUNTY-  TX/KENEDY
 AB1145  USGS QUAD   -  ANDREA RANCH (1982)
 AB1145
 AB1145                         *CURRENT SURVEY CONTROL
 AB1145  ___________________________________________________________________
 AB1145* NAD 83(1986)-  26 37 47.     (N)    097 55 27.     (W)     SCALED    
 AB1145* NAVD 88     -        13.349  (meters)      43.80   (feet)  ADJUSTED  
 AB1145  ___________________________________________________________________
 AB1145  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AB1145  DYNAMIC HT  -          13.328 (meters)      43.73  (feet)  COMP
 AB1145  MODELED GRAV-     979,050.0   (mgal)                       NAVD 88
 AB1145
 AB1145  VERT ORDER  -  SECOND    CLASS 0
 AB1145
 AB1145.The horizontal coordinates were scaled from a topographic map and have
 AB1145.an estimated accuracy of +/- 6 seconds.
 AB1145
 AB1145.The orthometric height was determined by differential leveling
 AB1145.and adjusted by the National Geodetic Survey in June 1991..
 AB1145
 AB1145.The geoid height was determined by GEOID03.
 AB1145
 AB1145.The dynamic height is computed by dividing the NAVD 88
 AB1145.geopotential number by the normal gravity value computed on the
 AB1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1145.degrees latitude (g = 980.6199 gals.).
 AB1145
 AB1145.The modeled gravity was interpolated from observed gravity values.
 AB1145
 AB1145;                    North         East    Units  Estimated Accuracy
 AB1145;SPC TX S     - 5,106,830.      357,340.      MT  (+/- 180 meters Scaled)
 AB1145
 AB1145                          SUPERSEDED SURVEY CONTROL
 AB1145
 AB1145  NGVD 29 (??/??/92)   13.439  (m)           44.09   (f) ADJ UNCH    2 0
 AB1145
 AB1145.Superseded values are not recommended for survey control.
 AB1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1145.See file dsdata.txt to determine how the superseded data were derived.
 AB1145
 AB1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ070458(NAD 83)
 AB1145_MARKER: DB = BENCH MARK DISK
 AB1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1145_STAMPING: Z 620 1942
 AB1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1145+STABILITY: SURFACE MOTION
 AB1145
 AB1145  HISTORY     - Date     Condition        Report By
 AB1145  HISTORY     - 1942     MONUMENTED       CGS
 AB1145
 AB1145                          STATION DESCRIPTION
 AB1145
 AB1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1145'16.3 MI NW FROM RAYMONDVILLE.
 AB1145'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1145'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1145'NORTHERLY 2.5 MILES THENCE WESTERLY 1.MILE, THENCE NORTHERLY 0.6 MILE,
 AB1145'THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 9.MILES ALONG RANCH
 AB1145'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE
 AB1145'NORTHWEST OF WOODEN GATE IN EAST-WEST FENCE ALONG ROAD LEADING TO
 AB1145'SANTA FE SCHOOL FROM LA TORDILLA RANCH AND 18.FEET SOUTHWEST OF AND
 AB1145'ABOUT 1.FOOT ABOVE RANCH ROAD.  IT IS 16.FEET EAST OF A LARGE MESQUITE
 AB1145'TREE AND 3.FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AB1145'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0371 ***********************************************************************
 AJ0371  DESIGNATION -  Z 621
 AJ0371  PID         -  AJ0371
 AJ0371  STATE/COUNTY-  TX/DUVAL
 AJ0371  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0371
 AJ0371                         *CURRENT SURVEY CONTROL
 AJ0371  ___________________________________________________________________
 AJ0371* NAD 83(1986)-  27 26 00.     (N)    098 24 27.     (W)     SCALED    
 AJ0371* NAVD 88     -       110.527  (meters)     362.62   (feet)  ADJUSTED  
 AJ0371  ___________________________________________________________________
 AJ0371  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AJ0371  DYNAMIC HT  -         110.353 (meters)     362.05  (feet)  COMP
 AJ0371  MODELED GRAV-     979,069.0   (mgal)                       NAVD 88
 AJ0371
 AJ0371  VERT ORDER  -  SECOND    CLASS 0
 AJ0371
 AJ0371.The horizontal coordinates were scaled from a topographic map and have
 AJ0371.an estimated accuracy of +/- 6 seconds.
 AJ0371
 AJ0371.The orthometric height was determined by differential leveling
 AJ0371.and adjusted by the National Geodetic Survey in June 1991..
 AJ0371
 AJ0371.The geoid height was determined by GEOID03.
 AJ0371
 AJ0371.The dynamic height is computed by dividing the NAVD 88
 AJ0371.geopotential number by the normal gravity value computed on the
 AJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0371.degrees latitude (g = 980.6199 gals.).
 AJ0371
 AJ0371.The modeled gravity was interpolated from observed gravity values.
 AJ0371
 AJ0371;                    North         East    Units  Estimated Accuracy
 AJ0371;SPC TX S     - 5,195,740.      309,150.      MT  (+/- 180 meters Scaled)
 AJ0371
 AJ0371                          SUPERSEDED SURVEY CONTROL
 AJ0371
 AJ0371  NGVD 29 (??/??/92)  110.611  (m)          362.90   (f) ADJ UNCH    2 0
 AJ0371
 AJ0371.Superseded values are not recommended for survey control.
 AJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0371.See file dsdata.txt to determine how the superseded data were derived.
 AJ0371
 AJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR585345(NAD 83)
 AJ0371_MARKER: DB = BENCH MARK DISK
 AJ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0371_STAMPING: Z 621 1942
 AJ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0371+STABILITY: SURFACE MOTION
 AJ0371
 AJ0371  HISTORY     - Date     Condition        Report By
 AJ0371  HISTORY     - 1942     MONUMENTED       CGS
 AJ0371  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0371
 AJ0371                          STATION DESCRIPTION
 AJ0371
 AJ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0371'13.8 MI S FROM BENAVIDES.
 AJ0371'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0371'BENAVIDES-- PROCEED 11.6 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339
 AJ0371'TO CURVE.  THENCE, GO 0.5 MILE WEST ALONG DIRT ROAD TO CURVE. THENCE,
 AJ0371'GO 1.7 MILES SOUTHERLY ALONG DIRT ROAD TO SITE OF THE BENCH MARK.
 AJ0371'BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A SLIGHT CURVE IN THE ROAD AND
 AJ0371'21.0 FEET WEST OF THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET NORTH OF
 AJ0371'A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST OF FENCE. THE MONUMENT
 AJ0371'PROJECTS 0.3 FOOT.
 AJ0371
 AJ0371                          STATION RECOVERY (1968)
 AJ0371
 AJ0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0384 ***********************************************************************
 AJ0384  DESIGNATION -  Z 622
 AJ0384  PID         -  AJ0384
 AJ0384  STATE/COUNTY-  TX/DUVAL
 AJ0384  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0384
 AJ0384                         *CURRENT SURVEY CONTROL
 AJ0384  ___________________________________________________________________
 AJ0384* NAD 83(1986)-  27 25 29.     (N)    098 29 22.     (W)     SCALED    
 AJ0384* NAVD 88     -       122.898  (meters)     403.21   (feet)  ADJUSTED  
 AJ0384  ___________________________________________________________________
 AJ0384  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AJ0384  DYNAMIC HT  -         122.704 (meters)     402.57  (feet)  COMP
 AJ0384  MODELED GRAV-     979,062.3   (mgal)                       NAVD 88
 AJ0384
 AJ0384  VERT ORDER  -  SECOND    CLASS 0
 AJ0384
 AJ0384.The horizontal coordinates were scaled from a topographic map and have
 AJ0384.an estimated accuracy of +/- 6 seconds.
 AJ0384
 AJ0384.The orthometric height was determined by differential leveling
 AJ0384.and adjusted by the National Geodetic Survey in June 1991..
 AJ0384
 AJ0384.The geoid height was determined by GEOID03.
 AJ0384
 AJ0384.The dynamic height is computed by dividing the NAVD 88
 AJ0384.geopotential number by the normal gravity value computed on the
 AJ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0384.degrees latitude (g = 980.6199 gals.).
 AJ0384
 AJ0384.The modeled gravity was interpolated from observed gravity values.
 AJ0384
 AJ0384;                    North         East    Units  Estimated Accuracy
 AJ0384;SPC TX S     - 5,194,780.      301,040.      MT  (+/- 180 meters Scaled)
 AJ0384
 AJ0384                          SUPERSEDED SURVEY CONTROL
 AJ0384
 AJ0384  NGVD 29 (??/??/92)  122.97   (m)          403.4    (f) COMPUTED    2 0
 AJ0384
 AJ0384.Superseded values are not recommended for survey control.
 AJ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0384.See file dsdata.txt to determine how the superseded data were derived.
 AJ0384
 AJ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR504335(NAD 83)
 AJ0384_MARKER: DB = BENCH MARK DISK
 AJ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0384_STAMPING: Z 622 1942
 AJ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0384+STABILITY: SURFACE MOTION
 AJ0384
 AJ0384  HISTORY     - Date     Condition        Report By
 AJ0384  HISTORY     - 1942     MONUMENTED       CGS
 AJ0384  HISTORY     - 1967     GOOD             USGS
 AJ0384
 AJ0384                          STATION DESCRIPTION
 AJ0384
 AJ0384'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AJ0384'3.8 MI SE FROM REALITOS.
 AJ0384'1.2 MILES SOUTH OF REALITOS ON STATE HIGHWAY 716, THENCE 2.3 MILES
 AJ0384'EAST ON TRACK ROAD.  AT THE ENTERSECTION GO SOUTH 0.3 MILE ALONG TRACK
 AJ0384'ROAD AT GATE.  3 FEET SOUTH OF SOUTH GATE POST, 15 FEET EAST OF
 AJ0384'CENTERLINE OF ROAD AND ONE FOOT EAST OF FENCE.  A STANDARD DISK,
 AJ0384'STAMPED Z 622 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AJ0384'1.0 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0321 ***********************************************************************
 AJ0321  DESIGNATION -  Z 623
 AJ0321  PID         -  AJ0321
 AJ0321  STATE/COUNTY-  TX/JIM WELLS
 AJ0321  USGS QUAD   -  PREMONT WEST (1963)
 AJ0321
 AJ0321                         *CURRENT SURVEY CONTROL
 AJ0321  ___________________________________________________________________
 AJ0321* NAD 83(1986)-  27 21 09.     (N)    098 09 09.     (W)     SCALED    
 AJ0321* NAVD 88     -        51.653  (meters)     169.46   (feet)  ADJUSTED  
 AJ0321  ___________________________________________________________________
 AJ0321  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AJ0321  DYNAMIC HT  -          51.572 (meters)     169.20  (feet)  COMP
 AJ0321  MODELED GRAV-     979,072.9   (mgal)                       NAVD 88
 AJ0321
 AJ0321  VERT ORDER  -  SECOND    CLASS 0
 AJ0321
 AJ0321.The horizontal coordinates were scaled from a topographic map and have
 AJ0321.an estimated accuracy of +/- 6 seconds.
 AJ0321
 AJ0321.The orthometric height was determined by differential leveling
 AJ0321.and adjusted by the National Geodetic Survey in June 1991..
 AJ0321
 AJ0321.The geoid height was determined by GEOID03.
 AJ0321
 AJ0321.The dynamic height is computed by dividing the NAVD 88
 AJ0321.geopotential number by the normal gravity value computed on the
 AJ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0321.degrees latitude (g = 980.6199 gals.).
 AJ0321
 AJ0321.The modeled gravity was interpolated from observed gravity values.
 AJ0321
 AJ0321;                    North         East    Units  Estimated Accuracy
 AJ0321;SPC TX S     - 5,186,830.      334,380.      MT  (+/- 180 meters Scaled)
 AJ0321
 AJ0321                          SUPERSEDED SURVEY CONTROL
 AJ0321
 AJ0321  NGVD 29 (??/??/92)   51.76   (m)          169.8    (f) COMPUTED    2 0
 AJ0321
 AJ0321.Superseded values are not recommended for survey control.
 AJ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0321.See file dsdata.txt to determine how the superseded data were derived.
 AJ0321
 AJ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR838257(NAD 83)
 AJ0321_MARKER: DB = BENCH MARK DISK
 AJ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0321_STAMPING: Z 623 1942
 AJ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0321+STABILITY: SURFACE MOTION
 AJ0321
 AJ0321  HISTORY     - Date     Condition        Report By
 AJ0321  HISTORY     - 1942     MONUMENTED       CGS
 AJ0321  HISTORY     - 1963     GOOD             USGS
 AJ0321
 AJ0321                          STATION DESCRIPTION
 AJ0321
 AJ0321'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AJ0321'1.9 MI W FROM PREMONT.
 AJ0321'ABOUT (1.8 MILES WEST ALONG S.W. 7 TH. STREET, PREMONT, JIM WELLS
 AJ0321'COUNTY, WITH ITS INTERSECTION WITH U.S. 281) 26 FEET SOUTH CENTER LINE
 AJ0321'ROAD.  (15 FEET WEST OF A NORTH SOUTH FENCE ON THE NORTH SIDE OF THE
 AJ0321'ROAD.  ) 2.5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED Z
 AJ0321'623 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AJ0321'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0430 ***********************************************************************
 AJ0430  DESIGNATION -  Z 625
 AJ0430  PID         -  AJ0430
 AJ0430  STATE/COUNTY-  TX/BROOKS
 AJ0430  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0430
 AJ0430                         *CURRENT SURVEY CONTROL
 AJ0430  ___________________________________________________________________
 AJ0430* NAD 83(1986)-  27 10 23.     (N)    098 29 22.     (W)     SCALED    
 AJ0430* NAVD 88     -       113.932  (meters)     373.79   (feet)  ADJUSTED  
 AJ0430  ___________________________________________________________________
 AJ0430  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AJ0430  DYNAMIC HT  -         113.750 (meters)     373.19  (feet)  COMP
 AJ0430  MODELED GRAV-     979,048.2   (mgal)                       NAVD 88
 AJ0430
 AJ0430  VERT ORDER  -  SECOND    CLASS 0
 AJ0430
 AJ0430.The horizontal coordinates were scaled from a topographic map and have
 AJ0430.an estimated accuracy of +/- 6 seconds.
 AJ0430
 AJ0430.The orthometric height was determined by differential leveling
 AJ0430.and adjusted by the National Geodetic Survey in June 1991..
 AJ0430
 AJ0430.The geoid height was determined by GEOID03.
 AJ0430
 AJ0430.The dynamic height is computed by dividing the NAVD 88
 AJ0430.geopotential number by the normal gravity value computed on the
 AJ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0430.degrees latitude (g = 980.6199 gals.).
 AJ0430
 AJ0430.The modeled gravity was interpolated from observed gravity values.
 AJ0430
 AJ0430;                    North         East    Units  Estimated Accuracy
 AJ0430;SPC TX S     - 5,166,900.      301,050.      MT  (+/- 180 meters Scaled)
 AJ0430
 AJ0430                          SUPERSEDED SURVEY CONTROL
 AJ0430
 AJ0430  NGVD 29 (??/??/92)  113.990  (m)          373.98   (f) ADJ UNCH    2 0
 AJ0430
 AJ0430.Superseded values are not recommended for survey control.
 AJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0430.See file dsdata.txt to determine how the superseded data were derived.
 AJ0430
 AJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR505057(NAD 83)
 AJ0430_MARKER: DB = BENCH MARK DISK
 AJ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0430_STAMPING: Z 625 1942
 AJ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0430+STABILITY: SURFACE MOTION
 AJ0430
 AJ0430  HISTORY     - Date     Condition        Report By
 AJ0430  HISTORY     - 1942     MONUMENTED       CGS
 AJ0430
 AJ0430                          STATION DESCRIPTION
 AJ0430
 AJ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0430'18.8 MI SE FROM HEBBRONVILLE.
 AJ0430'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0430'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTIVISTA TO
 AJ0430'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 9.6 MILES EASTERLY
 AJ0430'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 12.0 FEET
 AJ0430'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD,
 AJ0430'AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AJ0430'PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0451 ***********************************************************************
 AJ0451  DESIGNATION -  Z 626
 AJ0451  PID         -  AJ0451
 AJ0451  STATE/COUNTY-  TX/BROOKS
 AJ0451  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0451
 AJ0451                         *CURRENT SURVEY CONTROL
 AJ0451  ___________________________________________________________________
 AJ0451* NAD 83(1986)-  27 07 34.     (N)    098 25 01.     (W)     SCALED    
 AJ0451* NAVD 88     -       103.245  (meters)     338.73   (feet)  ADJUSTED  
 AJ0451  ___________________________________________________________________
 AJ0451  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AJ0451  DYNAMIC HT  -         103.080 (meters)     338.19  (feet)  COMP
 AJ0451  MODELED GRAV-     979,047.9   (mgal)                       NAVD 88
 AJ0451
 AJ0451  VERT ORDER  -  SECOND    CLASS 0
 AJ0451
 AJ0451.The horizontal coordinates were scaled from a topographic map and have
 AJ0451.an estimated accuracy of +/- 6 seconds.
 AJ0451
 AJ0451.The orthometric height was determined by differential leveling
 AJ0451.and adjusted by the National Geodetic Survey in June 1991..
 AJ0451
 AJ0451.The geoid height was determined by GEOID03.
 AJ0451
 AJ0451.The dynamic height is computed by dividing the NAVD 88
 AJ0451.geopotential number by the normal gravity value computed on the
 AJ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0451.degrees latitude (g = 980.6199 gals.).
 AJ0451
 AJ0451.The modeled gravity was interpolated from observed gravity values.
 AJ0451
 AJ0451;                    North         East    Units  Estimated Accuracy
 AJ0451;SPC TX S     - 5,161,700.      308,230.      MT  (+/- 180 meters Scaled)
 AJ0451
 AJ0451                          SUPERSEDED SURVEY CONTROL
 AJ0451
 AJ0451  NGVD 29 (??/??/92)  103.311  (m)          338.95   (f) ADJ UNCH    2 0
 AJ0451
 AJ0451.Superseded values are not recommended for survey control.
 AJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0451.See file dsdata.txt to determine how the superseded data were derived.
 AJ0451
 AJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR577005(NAD 83)
 AJ0451_MARKER: DB = BENCH MARK DISK
 AJ0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0451_STAMPING: Z 626 1942
 AJ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0451+STABILITY: SURFACE MOTION
 AJ0451
 AJ0451  HISTORY     - Date     Condition        Report By
 AJ0451  HISTORY     - 1942     MONUMENTED       CGS
 AJ0451  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0451
 AJ0451                          STATION DESCRIPTION
 AJ0451
 AJ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0451'10.1 MI NE FROM ALTAVISTA.
 AJ0451'TO REACH FROM THE W.W.JONES RANCH HOUSE AT ALTAVISTA-- PROCEED 10.1
 AJ0451'MILES NORTHEASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AJ0451'BENCH MARK IS ABOUT 2.0 MILES SOUTHWEST OF J.C.SANDERS RANCH HOUSE,
 AJ0451'ABOUT 0.6 MILE SOUTHWEST OF INTERSECTION OF HEBBRONVILLE-FALFURRIAS
 AJ0451'ROAD AND ABOUT 300.0 FEET WEST OF A GROVE OF LIVE OAK TREES.  IT IS
 AJ0451'ABOUT 0.3 MILE SOUTHWEST OF TELEPHONE LINEAND WOODEN GATE IN FENCE. IT
 AJ0451'IS 12.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AJ0451'ROAD, AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE
 AJ0451'MONUMENT PROJECTS 0.6 FOOT.
 AJ0451
 AJ0451                          STATION RECOVERY (1968)
 AJ0451
 AJ0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0085 ***********************************************************************
 AE0085  DESIGNATION -  Z 628
 AE0085  PID         -  AE0085
 AE0085  STATE/COUNTY-  TX/STARR
 AE0085  USGS QUAD   -  SANTA ELENA (1993)
 AE0085
 AE0085                         *CURRENT SURVEY CONTROL
 AE0085  ___________________________________________________________________
 AE0085* NAD 83(1986)-  26 47 20.     (N)    098 28 31.     (W)     SCALED    
 AE0085* NAVD 88     -        88.857  (meters)     291.52   (feet)  ADJUSTED  
 AE0085  ___________________________________________________________________
 AE0085  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AE0085  DYNAMIC HT  -          88.713 (meters)     291.05  (feet)  COMP
 AE0085  MODELED GRAV-     979,019.4   (mgal)                       NAVD 88
 AE0085
 AE0085  VERT ORDER  -  SECOND    CLASS 0
 AE0085
 AE0085.The horizontal coordinates were scaled from a topographic map and have
 AE0085.an estimated accuracy of +/- 6 seconds.
 AE0085
 AE0085.The orthometric height was determined by differential leveling
 AE0085.and adjusted by the National Geodetic Survey in June 1991..
 AE0085
 AE0085.The geoid height was determined by GEOID03.
 AE0085
 AE0085.The dynamic height is computed by dividing the NAVD 88
 AE0085.geopotential number by the normal gravity value computed on the
 AE0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0085.degrees latitude (g = 980.6199 gals.).
 AE0085
 AE0085.The modeled gravity was interpolated from observed gravity values.
 AE0085
 AE0085;                    North         East    Units  Estimated Accuracy
 AE0085;SPC TX S     - 5,124,330.      302,460.      MT  (+/- 180 meters Scaled)
 AE0085
 AE0085                          SUPERSEDED SURVEY CONTROL
 AE0085
 AE0085  NGVD 29 (??/??/92)   88.919  (m)          291.73   (f) ADJ UNCH    2 0
 AE0085
 AE0085.Superseded values are not recommended for survey control.
 AE0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0085.See file dsdata.txt to determine how the superseded data were derived.
 AE0085
 AE0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ521631(NAD 83)
 AE0085_MARKER: DB = BENCH MARK DISK
 AE0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0085_STAMPING: Z 628 1942
 AE0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0085+STABILITY: SURFACE MOTION
 AE0085
 AE0085  HISTORY     - Date     Condition        Report By
 AE0085  HISTORY     - 1942     MONUMENTED       CGS
 AE0085  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0085
 AE0085                          STATION DESCRIPTION
 AE0085
 AE0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0085'2.2 MI N FROM SANTA ELENA.
 AE0085'TO REACH FROM THE SITE OF POST OFFICE AT SANTA ELENA-- PROCEED 2.2
 AE0085'MILES NORTHERLY ALONG IMPROVED ROAD TOWARDS ALTAVISTA TO THE SITE OF
 AE0085'THE BENCH MARK.  BENCH MARK IS AT THE INTERSECTION OF LANE LEADING TO
 AE0085'FARM HOUSE, 84.0 FEET SOUTHWEST OF THE CENTERLINE OF THE LANE AND
 AE0085'ABOUT 96.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FARM HOUSE ON THE
 AE0085'EAST SIDE OF THE ROAD.  IT IS 30.0 FEET WEST OF AND ABOUT THE SAME
 AE0085'ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.0 FEET NORTH OF A
 AE0085'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0085
 AE0085                          STATION RECOVERY (1972)
 AE0085
 AE0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0043 ***********************************************************************
 AE0043  DESIGNATION -  Z 629 RESET 1950
 AE0043  PID         -  AE0043
 AE0043  STATE/COUNTY-  TX/STARR
 AE0043  USGS QUAD   -  SAN ISIDRO (1993)
 AE0043
 AE0043                         *CURRENT SURVEY CONTROL
 AE0043  ___________________________________________________________________
 AE0043* NAD 83(1986)-  26 42 01.     (N)    098 23 37.     (W)     SCALED    
 AE0043* NAVD 88     -        74.96   (meters)     245.9    (feet)  RESET     
 AE0043  ___________________________________________________________________
 AE0043  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AE0043
 AE0043  VERT ORDER  -  THIRD
 AE0043
 AE0043.The horizontal coordinates were scaled from a topographic map and have
 AE0043.an estimated accuracy of +/- 6 seconds.
 AE0043
 AE0043.The orthometric height was computed from unverified reset data.
 AE0043
 AE0043.The geoid height was determined by GEOID03.
 AE0043
 AE0043;                    North         East    Units  Estimated Accuracy
 AE0043;SPC TX S     - 5,114,520.      310,590.      MT  (+/- 180 meters Scaled)
 AE0043
 AE0043                          SUPERSEDED SURVEY CONTROL
 AE0043
 AE0043.No superseded survey control is available for this station.
 AE0043
 AE0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ603533(NAD 83)
 AE0043_MARKER: DB = BENCH MARK DISK
 AE0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0043_SP_SET: CONCRETE MONUMENT
 AE0043_STAMPING: Z 629 RESET 1950
 AE0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0043
 AE0043  HISTORY     - Date     Condition        Report By
 AE0043  HISTORY     - 1950     MONUMENTED       CGS
 AE0043
 AE0043                          STATION DESCRIPTION
 AE0043
 AE0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AE0043'8.7 MI E FROM LA GLORIA.
 AE0043'TO REACH FROM INTERSECTION OF F.M. ROADS 755 AND 1017, AT LA GLORIA,
 AE0043'GO 8.7 MILES E. TO FEDERICO LONGORIAS STORE ON N. SIDE OF ROAD AND
 AE0043'BENCH MARK.  BENCH MARK IS 1.0 FT. N. OF N. RIGHT OF WAY, IN A SMALL
 AE0043'GARDEN PLOT E. OF STORE, 1.0 FT. S. OF A 4X4 INCH WHITE WOODEN WITNESS
 AE0043'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0160 ***********************************************************************
 AE0160  DESIGNATION -  Z 630
 AE0160  PID         -  AE0160
 AE0160  STATE/COUNTY-  TX/HIDALGO
 AE0160  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0160
 AE0160                         *CURRENT SURVEY CONTROL
 AE0160  ___________________________________________________________________
 AE0160* NAD 83(1986)-  26 35 24.     (N)    098 18 55.     (W)     SCALED    
 AE0160* NAVD 88     -        58.221  (meters)     191.01   (feet)  ADJUSTED  
 AE0160  ___________________________________________________________________
 AE0160  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AE0160  DYNAMIC HT  -          58.126 (meters)     190.70  (feet)  COMP
 AE0160  MODELED GRAV-     979,022.0   (mgal)                       NAVD 88
 AE0160
 AE0160  VERT ORDER  -  SECOND    CLASS 0
 AE0160
 AE0160.The horizontal coordinates were scaled from a topographic map and have
 AE0160.an estimated accuracy of +/- 6 seconds.
 AE0160
 AE0160.The orthometric height was determined by differential leveling
 AE0160.and adjusted by the National Geodetic Survey in June 1991..
 AE0160
 AE0160.The geoid height was determined by GEOID03.
 AE0160
 AE0160.The dynamic height is computed by dividing the NAVD 88
 AE0160.geopotential number by the normal gravity value computed on the
 AE0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0160.degrees latitude (g = 980.6199 gals.).
 AE0160
 AE0160.The modeled gravity was interpolated from observed gravity values.
 AE0160
 AE0160;                    North         East    Units  Estimated Accuracy
 AE0160;SPC TX S     - 5,102,310.      318,400.      MT  (+/- 180 meters Scaled)
 AE0160
 AE0160                          SUPERSEDED SURVEY CONTROL
 AE0160
 AE0160  NGVD 29 (??/??/92)   58.313  (m)          191.32   (f) ADJ UNCH    2 0
 AE0160
 AE0160.Superseded values are not recommended for survey control.
 AE0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0160.See file dsdata.txt to determine how the superseded data were derived.
 AE0160
 AE0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ681412(NAD 83)
 AE0160_MARKER: DB = BENCH MARK DISK
 AE0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0160_STAMPING: Z 630 1942
 AE0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0160+STABILITY: SURFACE MOTION
 AE0160
 AE0160  HISTORY     - Date     Condition        Report By
 AE0160  HISTORY     - 1942     MONUMENTED       CGS
 AE0160  HISTORY     - 1959     GOOD             NGS
 AE0160  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0160
 AE0160                          STATION DESCRIPTION
 AE0160
 AE0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE0160'3.9 MI E FROM MCCOOK.
 AE0160'3.9 MILES EAST ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT MCCOOK,
 AE0160'HIDALGO COUNTY, 7.9 MILES NORTH ALONG A ROAD.  ON THE OUTSIDE OF AN
 AE0160'S-CURVE IN THE ROAD, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, 1
 AE0160'FOOT EAST OF A FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AE0160'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Z 630 1942 AND SET IN
 AE0160'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND. NOTE--
 AE0160'THE ROAD LEADING SOUTH PAST K 630 HAS BEEN CLOSED BY COURT ORDER,
 AE0160'HOWEVER, IT IS STILL FENCED WITH GATES LOCKED AT EACH END.
 AE0160
 AE0160                          STATION RECOVERY (1992)
 AE0160
 AE0160'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0546 ***********************************************************************
 AH0546  DESIGNATION -  Z 632
 AH0546  PID         -  AH0546
 AH0546  STATE/COUNTY-  TX/KLEBERG
 AH0546  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0546
 AH0546                         *CURRENT SURVEY CONTROL
 AH0546  ___________________________________________________________________
 AH0546* NAD 83(1986)-  27 24 23.     (N)    097 36 42.     (W)     SCALED    
 AH0546* NAVD 88     -         7.610  (meters)      24.97   (feet)  ADJUSTED  
 AH0546  ___________________________________________________________________
 AH0546  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH0546  DYNAMIC HT  -           7.598 (meters)      24.93  (feet)  COMP
 AH0546  MODELED GRAV-     979,106.1   (mgal)                       NAVD 88
 AH0546
 AH0546  VERT ORDER  -  SECOND    CLASS 0
 AH0546
 AH0546.The horizontal coordinates were scaled from a topographic map and have
 AH0546.an estimated accuracy of +/- 6 seconds.
 AH0546
 AH0546.The orthometric height was determined by differential leveling
 AH0546.and adjusted by the National Geodetic Survey in June 1991..
 AH0546
 AH0546.The geoid height was determined by GEOID03.
 AH0546
 AH0546.The dynamic height is computed by dividing the NAVD 88
 AH0546.geopotential number by the normal gravity value computed on the
 AH0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0546.degrees latitude (g = 980.6199 gals.).
 AH0546
 AH0546.The modeled gravity was interpolated from observed gravity values.
 AH0546
 AH0546;                    North         East    Units  Estimated Accuracy
 AH0546;SPC TX S     - 5,193,060.      387,840.      MT  (+/- 180 meters Scaled)
 AH0546
 AH0546                          SUPERSEDED SURVEY CONTROL
 AH0546
 AH0546  NGVD 29 (??/??/92)    7.738  (m)           25.39   (f) ADJ UNCH    2 0
 AH0546
 AH0546.Superseded values are not recommended for survey control.
 AH0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0546.See file dsdata.txt to determine how the superseded data were derived.
 AH0546
 AH0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR372322(NAD 83)
 AH0546_MARKER: DB = BENCH MARK DISK
 AH0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0546_STAMPING: Z 632 1942
 AH0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0546+STABILITY: SURFACE MOTION
 AH0546
 AH0546  HISTORY     - Date     Condition        Report By
 AH0546  HISTORY     - 1942     MONUMENTED       CGS
 AH0546  HISTORY     - 1949     GOOD             NGS
 AH0546
 AH0546                          STATION DESCRIPTION
 AH0546
 AH0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0546'12.8 MI SE FROM LAURELES RANCH.
 AH0546'LOCATED ON KING RANCH, 12.8 MILES SW OF LAURELES RANCH HEADQUARTERS.
 AH0546'TO REACH FROM LAURELES RANCH HEADQUARTERS, PROCEED W ON ASPHALT ROAD
 AH0546'3.0 MILES TO Y INTERSECTION, TURN S ON GRADED ROAD 4.7 MILES TO FORK,
 AH0546'TURN RIGHT AT FORK AND GO 2.0 MILES TO GATE IN N-S FENCE, PASS THROUGH
 AH0546'GATE AND CONTINUE 3.5 MILES SOUTHERLY TO THE JABONCILLES RANCH
 AH0546'BUILDINGS.  NEAR THE GATE IN THE E-W FENCE OF THE FENCE AROUND
 AH0546'BUILDINGS APPROXIMATELY 500 FT. NW OF A WINDMILL, APPROXIMATELY 450
 AH0546'FT. N OF A SMALL HOUSE, 30 FT. E OF THE CENTER OF A DOUBLE GATE, 2 FT.
 AH0546'W OF A WITNESS POST, AND 1 FT. N OF THE FENCE.  STANDARD DISK STAMPED
 AH0546'Z 632 1942 SET IN TOP OF A 6X6 INCH CONCRETE MONUMENT PROJECTING 0.5
 AH0546'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0931 ***********************************************************************
 AH0931  DESIGNATION -  Z 633
 AH0931  PID         -  AH0931
 AH0931  STATE/COUNTY-  TX/KLEBERG
 AH0931  USGS QUAD   -  LAURELES RANCH (1975)
 AH0931
 AH0931                         *CURRENT SURVEY CONTROL
 AH0931  ___________________________________________________________________
 AH0931* NAD 83(1993)-  27 32 28.24543(N)    097 30 41.76433(W)     ADJUSTED  
 AH0931* NAVD 88     -        10.046  (meters)      32.96   (feet)  ADJUSTED  
 AH0931  ___________________________________________________________________
 AH0931  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AH0931  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH0931  DYNAMIC HT  -          10.030 (meters)      32.91  (feet)  COMP
 AH0931  MODELED GRAV-     979,115.7   (mgal)                       NAVD 88
 AH0931
 AH0931  HORZ ORDER  -  SECOND
 AH0931  VERT ORDER  -  SECOND    CLASS 0
 AH0931
 AH0931.The horizontal coordinates were established by classical geodetic methods
 AH0931.and adjusted by the National Geodetic Survey in February 1996..
 AH0931
 AH0931.The orthometric height was determined by differential leveling
 AH0931.and adjusted by the National Geodetic Survey in June 1991..
 AH0931.WARNING-Repeat measurements at this control monument indicate possible
 AH0931.vertical movement.
 AH0931
 AH0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0931
 AH0931.The geoid height was determined by GEOID03.
 AH0931
 AH0931.The dynamic height is computed by dividing the NAVD 88
 AH0931.geopotential number by the normal gravity value computed on the
 AH0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0931.degrees latitude (g = 980.6199 gals.).
 AH0931
 AH0931.The modeled gravity was interpolated from observed gravity values.
 AH0931
 AH0931;                    North         East     Units Scale Factor Converg.
 AH0931;SPC TX S     - 5,208,065.666   397,622.478   MT  0.99993906   +0 26 55.5
 AH0931;SPC TX S     -17,086,795.44  1,304,533.08   sFT  0.99993906   +0 26 55.5
 AH0931;UTM  14      - 3,047,260.930   646,967.817   MT  0.99986662   +0 41 18.0
 AH0931
 AH0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0931!SPC TX S     -   1.00000249  x   0.99993906  =   0.99994155
 AH0931!UTM  14      -   1.00000249  x   0.99986662  =   0.99986911
 AH0931
 AH0931                          SUPERSEDED SURVEY CONTROL
 AH0931
 AH0931  NAD 83(1986)-  27 32 28.25687(N)    097 30 41.73949(W) AD(       ) 2
 AH0931  NAD 27      -  27 32 27.12700(N)    097 30 40.75700(W) AD(       ) 2
 AH0931  NGVD 29 (??/??/92)   10.176  (m)           33.39   (f) ADJ UNCH    2 0
 AH0931
 AH0931.Superseded values are not recommended for survey control.
 AH0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0931.See file dsdata.txt to determine how the superseded data were derived.
 AH0931
 AH0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4696847261(NAD 83)
 AH0931_MARKER: DB = BENCH MARK DISK
 AH0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0931_STAMPING: Z 633 1942
 AH0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0931+STABILITY: SURFACE MOTION
 AH0931
 AH0931  HISTORY     - Date     Condition        Report By
 AH0931  HISTORY     - 1949     MONUMENTED       CGS
 AH0931  HISTORY     - 1951     GOOD             NGS
 AH0931
 AH0931                          STATION DESCRIPTION
 AH0931
 AH0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AH0931'BENCH MARK Z633 IS
 AH0931'43.5 FEET WEST OF THE CENTER
 AH0931'OF A BUMP GATE AND 1 FOOT NORTH OF THE FENCE LINE.  THE DISK
 AH0931'IS SET IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES
 AH0931'AND IS STAMPED Z633 1942.
 AH0931'
 AH0931'TO REACH FROM THE CROSSROAD SOUTH OF THE POST OFFICE IN CHAPMAN,
 AH0931'GO WEST ON MACADAM ROAD FOR 3 MILES TO A T-ROAD SOUTH, TURN
 AH0931'LEFT, SOUTH, FOR 1.85 MILES TO GATE, FROM GATE CONTINUE
 AH0931'SOUTHERLY FOR 1.1 MILES TO LAURELES AZ MK ON LEFT.
 AH0931'CONTINUE SOUTH FOR 0.35 MILE TO ROAD FORKS, A BUMP GATE ON THE
 AH0931'LEFT AND THE STATION AS DESCRIBED.
 AH0931
 AH0931                          STATION RECOVERY (1951)
 AH0931
 AH0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0931'0.3 MI N FROM LAURELES RANCH.
 AH0931'0.3 MILE NORTH ALONG AN ASPHALT ROAD FROM THE HEADQUARTERS AT LAURELES
 AH0931'RANCH, AT A ROAD INTERSECTION, 40 FEET EAST OF THE CENTER LINE OF A
 AH0931'NORTH AND SOUTH ROAD, 91 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD
 AH0931'LEADING SOUTHWEST, 43 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD
 AH0931'LEADING SOUTHEAST, 43 FEET SOUTHWEST OF THE CENTER OF A GATE, 15 FEET
 AH0931'NORTHWEST OF A FENCE, IN LINE WITH A NORTH AND SOUTH ROW OF POWER
 AH0931'POLES, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AH0931'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0559 ***********************************************************************
 AH0559  DESIGNATION -  Z 634
 AH0559  PID         -  AH0559
 AH0559  STATE/COUNTY-  TX/KLEBERG
 AH0559  USGS QUAD   -  RICARDO (1979)
 AH0559
 AH0559                         *CURRENT SURVEY CONTROL
 AH0559  ___________________________________________________________________
 AH0559* NAD 83(1986)-  27 26 41.     (N)    097 50 49.     (W)     SCALED    
 AH0559* NAVD 88     -        15.641  (meters)      51.32   (feet)  ADJUSTED  
 AH0559  ___________________________________________________________________
 AH0559  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH0559  DYNAMIC HT  -          15.616 (meters)      51.23  (feet)  COMP
 AH0559  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 AH0559
 AH0559  VERT ORDER  -  SECOND    CLASS 0
 AH0559
 AH0559.The horizontal coordinates were scaled from a topographic map and have
 AH0559.an estimated accuracy of +/- 6 seconds.
 AH0559
 AH0559.The orthometric height was determined by differential leveling
 AH0559.and adjusted by the National Geodetic Survey in June 1991..
 AH0559
 AH0559.The geoid height was determined by GEOID03.
 AH0559
 AH0559.The dynamic height is computed by dividing the NAVD 88
 AH0559.geopotential number by the normal gravity value computed on the
 AH0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0559.degrees latitude (g = 980.6199 gals.).
 AH0559
 AH0559.The modeled gravity was interpolated from observed gravity values.
 AH0559
 AH0559;                    North         East    Units  Estimated Accuracy
 AH0559;SPC TX S     - 5,197,160.      364,560.      MT  (+/- 180 meters Scaled)
 AH0559
 AH0559                          SUPERSEDED SURVEY CONTROL
 AH0559
 AH0559  NGVD 29 (??/??/92)   15.745  (m)           51.66   (f) ADJ UNCH    2 0
 AH0559
 AH0559.Superseded values are not recommended for survey control.
 AH0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0559.See file dsdata.txt to determine how the superseded data were derived.
 AH0559
 AH0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR139362(NAD 83)
 AH0559_MARKER: DB = BENCH MARK DISK
 AH0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0559_STAMPING: Z 634 1942
 AH0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0559+STABILITY: SURFACE MOTION
 AH0559
 AH0559  HISTORY     - Date     Condition        Report By
 AH0559  HISTORY     - 1942     MONUMENTED       CGS
 AH0559  HISTORY     - 1949     MARK NOT FOUND   NGS
 AH0559  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0559
 AH0559                          STATION DESCRIPTION
 AH0559
 AH0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0559'2.2 MI NE FROM RICARDO.
 AH0559'1.5 MILES NORTH ALONG U.S. HIGHWAY 77 FROM RICARDO, KLEBERG COUNTY,
 AH0559'THENCE 0.7 MILE EAST ALONG A DIRT ROAD.  33 FEET NORTH OF AND ABOUT
 AH0559'LEVEL WITH THE CENTER LINE OF THE ROAD, 8 FEET EAST OF THE SOUTHEAST
 AH0559'CORNER OF A FENCE AROUND A CULTIVATED FIELD, 3 FEET WEST OF A WHITE
 AH0559'WOODEN WITNESS POST, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK,
 AH0559'STAMPED Z 634 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AH0559'0.5 FOOT ABOVE GROUND.  NOTE-- IT WAS REPORTED AT THAT TIME THAT THE
 AH0559'MARK WAS PROBABLY DESTROYED DURING ROAD CONSTRUCTION BECAUSE THE
 AH0559'DISTANCE FROM THE CENTER LINE WOULD PLACE THE MARK IN A DITCH.  THE
 AH0559'ROAD REFERRED TO HAS BEEN WIDENED AND SURFACED WITH MACADAM.
 AH0559
 AH0559                          STATION RECOVERY (1975)
 AH0559
 AH0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0610 ***********************************************************************
 AH0610  DESIGNATION -  Z 636
 AH0610  PID         -  AH0610
 AH0610  STATE/COUNTY-  TX/KENEDY
 AH0610  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0610
 AH0610                         *CURRENT SURVEY CONTROL
 AH0610  ___________________________________________________________________
 AH0610* NAD 83(1986)-  27 13 09.     (N)    097 43 26.     (W)     SCALED    
 AH0610* NAVD 88     -         7.425  (meters)      24.36   (feet)  ADJUSTED  
 AH0610  ___________________________________________________________________
 AH0610  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AH0610  DYNAMIC HT  -           7.413 (meters)      24.32  (feet)  COMP
 AH0610  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AH0610
 AH0610  VERT ORDER  -  SECOND    CLASS 0
 AH0610
 AH0610.The horizontal coordinates were scaled from a topographic map and have
 AH0610.an estimated accuracy of +/- 6 seconds.
 AH0610
 AH0610.The orthometric height was determined by differential leveling
 AH0610.and adjusted by the National Geodetic Survey in June 1991..
 AH0610
 AH0610.The geoid height was determined by GEOID03.
 AH0610
 AH0610.The dynamic height is computed by dividing the NAVD 88
 AH0610.geopotential number by the normal gravity value computed on the
 AH0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0610.degrees latitude (g = 980.6199 gals.).
 AH0610
 AH0610.The modeled gravity was interpolated from observed gravity values.
 AH0610
 AH0610;                    North         East    Units  Estimated Accuracy
 AH0610;SPC TX S     - 5,172,240.      376,880.      MT  (+/- 180 meters Scaled)
 AH0610
 AH0610                          SUPERSEDED SURVEY CONTROL
 AH0610
 AH0610  NGVD 29 (??/??/92)    7.508  (m)           24.63   (f) ADJ UNCH    2 0
 AH0610
 AH0610.Superseded values are not recommended for survey control.
 AH0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0610.See file dsdata.txt to determine how the superseded data were derived.
 AH0610
 AH0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR263113(NAD 83)
 AH0610_MARKER: DB = BENCH MARK DISK
 AH0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0610_STAMPING: Z636 1942
 AH0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0610+STABILITY: SURFACE MOTION
 AH0610
 AH0610  HISTORY     - Date     Condition        Report By
 AH0610  HISTORY     - 1942     MONUMENTED       CGS
 AH0610  HISTORY     - 1949     GOOD             NGS
 AH0610
 AH0610                          STATION DESCRIPTION
 AH0610
 AH0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0610'4.2 MI E FROM SARITA.
 AH0610'TO REACH FROM THE POST OFFICE AT SARITA-- PROCEED 4.2 MILES EASTERLY
 AH0610'ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT THE
 AH0610'EAST EDGE OF A CLUMP OF LIVE OAK TREES, 25.0 FEET SOUTH OF AND ABOUT
 AH0610'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET WEST
 AH0610'OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF FENCE. THE
 AH0610'MONUMENT PROJECTS 0.5 FOOT.
 AH0610
 AH0610                          STATION RECOVERY (1949)
 AH0610
 AH0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1110 ***********************************************************************
 AW1110  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1110  DESIGNATION -  Z 639 RESET
 AW1110  PID         -  AW1110
 AW1110  STATE/COUNTY-  TX/HARRIS
 AW1110  USGS QUAD   -  PASADENA (1995)
 AW1110
 AW1110                         *CURRENT SURVEY CONTROL
 AW1110  ___________________________________________________________________
 AW1110* NAD 83(1993)-  29 38 44.96552(N)    095 13 09.06536(W)     ADJUSTED  
 AW1110* NAVD 88     -        10.01   (meters)      32.8    (feet)  GPS OBS   
 AW1110  ___________________________________________________________________
 AW1110  X           -    -504,658.337 (meters)                     COMP
 AW1110  Y           -  -5,524,765.581 (meters)                     COMP
 AW1110  Z           -   3,136,304.426 (meters)                     COMP
 AW1110  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW1110  ELLIP HEIGHT-         -17.15  (meters)          (12/03/01) GPS OBS
 AW1110  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1110  DYNAMIC HT  -          10.00  (meters)      32.8   (feet)  COMP
 AW1110  MODELED GRAV-     979,277.5   (mgal)                       NAVD 88
 AW1110  OBS GRAVITY -     979,279.4   (mgal)                       GRAV_OBS
 AW1110
 AW1110  HORZ ORDER  -  FIRST
 AW1110  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1110  ELLP ORDER  -  FOURTH    CLASS II
 AW1110
 AW1110.The horizontal coordinates were established by GPS observations
 AW1110.and adjusted by the National Geodetic Survey in December 2001..
 AW1110
 AW1110.The orthometric height was determined by GPS observations and a
 AW1110.high-resolution geoid model using precise GPS observation and
 AW1110.processing techniques. It supersedes the leveled height previously
 AW1110.determined for this station.
 AW1110.The vertical order pertains to the first NAVD 88 superseded value.
 AW1110
 AW1110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1110
 AW1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1110
 AW1110.The ellipsoidal height was determined by GPS observations
 AW1110.and is referenced to NAD 83.
 AW1110
 AW1110.The geoid height was determined by GEOID03.
 AW1110
 AW1110.The dynamic height is computed by dividing the NAVD 88
 AW1110.geopotential number by the normal gravity value computed on the
 AW1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1110.degrees latitude (g = 980.6199 gals.).
 AW1110
 AW1110.The modeled gravity was interpolated from observed gravity values.
 AW1110.The observed gravity was obtained from relative gravimeter ties
 AW1110.to the IGSN71 gravity network.
 AW1110
 AW1110;                    North         East     Units Scale Factor Converg.
 AW1110;SPC TXSC     - 4,206,788.863   965,976.746   MT  0.99987791   +1 51 08.2
 AW1110;SPC TXSC     -13,801,773.13  3,169,208.71   sFT  0.99987791   +1 51 08.2
 AW1110;UTM  15      - 3,281,599.247   285,181.192   MT  1.00016942   -1 05 53.2
 AW1110
 AW1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1110!SPC TXSC     -   1.00000269  x   0.99987791  =   0.99988060
 AW1110!UTM  15      -   1.00000269  x   1.00016942  =   1.00017211
 AW1110
 AW1110                          SUPERSEDED SURVEY CONTROL
 AW1110
 AW1110  ELLIP H (10/25/00)  -17.18   (m)                       GP(       ) 4 1
 AW1110  NAD 83(1993)-  29 38 44.96628(N)    095 13 09.06473(W) AD(       ) 1
 AW1110  ELLIP H (10/17/96)  -17.05   (m)                       GP(       ) 3 1
 AW1110  NAVD 88 (06/15/91)    9.988  (m)           32.77   (f) ADJUSTED    1 1
 AW1110  NGVD 29 (12/23/87)    9.985  (m)           32.76   (f) ADJUSTED    1 1
 AW1110
 AW1110.Superseded values are not recommended for survey control.
 AW1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1110.See file dsdata.txt to determine how the superseded data were derived.
 AW1110
 AW1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8518181599(NAD 83)
 AW1110_MARKER: DB = BENCH MARK DISK
 AW1110_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1110_SP_SET: HEADWALL
 AW1110_STAMPING: Z 639 RESET 1965
 AW1110_MARK LOGO: CGS   
 AW1110_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1110+STABILITY: SURFACE MOTION
 AW1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1110+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1110
 AW1110  HISTORY     - Date     Condition        Report By
 AW1110  HISTORY     - 1965     MONUMENTED       CGS
 AW1110  HISTORY     - 1973     GOOD             NGS
 AW1110  HISTORY     - 1976     GOOD             NGS
 AW1110  HISTORY     - 1976     GOOD             NGS
 AW1110  HISTORY     - 1978     GOOD             NGS
 AW1110  HISTORY     - 1983     GOOD             NGS
 AW1110  HISTORY     - 1987     GOOD             USPSQD
 AW1110  HISTORY     - 1987     GOOD             USPSQD
 AW1110  HISTORY     - 1987     GOOD             USPSQD
 AW1110  HISTORY     - 1987     GOOD             USPSQD
 AW1110  HISTORY     - 1987     GOOD             USPSQD
 AW1110  HISTORY     - 1987     GOOD             USPSQD
 AW1110  HISTORY     - 1987     GOOD             USPSQD
 AW1110  HISTORY     - 1987     GOOD             NGS
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1110  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1988     GOOD             USPSQD
 AW1110  HISTORY     - 1989     GOOD             USPSQD
 AW1110  HISTORY     - 1989     GOOD             USPSQD
 AW1110  HISTORY     - 1989     GOOD             USPSQD
 AW1110  HISTORY     - 1990     GOOD             USPSQD
 AW1110  HISTORY     - 19950323 GOOD             HGCSD
 AW1110  HISTORY     - 20000311 GOOD             USPSQD
 AW1110  HISTORY     - 20010331 GOOD             NGS
 AW1110  HISTORY     - 20041125 GOOD             USPSQD
 AW1110  HISTORY     - 20060520 GOOD             USPSQD
 AW1110
 AW1110                          STATION DESCRIPTION
 AW1110
 AW1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1110'1.4 MI SE FROM SOUTH HOUSTON.
 AW1110'ABOUT 1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 AW1110'OF COLLEGE AVE. AT SOUTH HOUSTON, ABOUT 0.2 MILE SOUTHEAST OF THE
 AW1110'JUNCTION OF EDGEWOOD ST., 58 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 AW1110'OF THE GALVESTON-HOUSTON-HENDERSON RAILROAD, 35 FEET NORTHEAST OF THE
 AW1110'CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF A TELEPHONE POLE, SET IN
 AW1110'THE TOP AND CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A PIPE
 AW1110'CULVERT AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AW1110
 AW1110                          STATION RECOVERY (1976)
 AW1110
 AW1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1976)
 AW1110
 AW1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1978)
 AW1110
 AW1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1983)
 AW1110
 AW1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1987)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1987)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1987)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1987)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1987)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1987)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1987)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1987 (WDM)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1987)
 AW1110
 AW1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1110'MARK NOT FOUND.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW1110'MARK NOT FOUND.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1988)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1989)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1989)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1989)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1990)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (1995)
 AW1110
 AW1110'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1110'YRECOVERED AS DESCRIBED.
 AW1110
 AW1110                          STATION RECOVERY (2000)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1110'RECOVERED IN GOOD CONDITION.
 AW1110
 AW1110                          STATION RECOVERY (2001)
 AW1110
 AW1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1110'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1110
 AW1110                          STATION RECOVERY (2004)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1110'VERY EXACT ON THE GP. SET A WITNESS POST AT THE HEADWALL WITH ORANGE
 AW1110'TAPE ON IT. PUT ORANGE PAINT ON SIDE OF ROAD POINTING TO THE MARK
 AW1110'SHOWING AW1110.
 AW1110
 AW1110                          STATION RECOVERY (2006)
 AW1110
 AW1110'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1110'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2755 ***********************************************************************
 AW2755  DESIGNATION -  Z 640
 AW2755  PID         -  AW2755
 AW2755  STATE/COUNTY-  TX/GALVESTON
 AW2755  USGS QUAD   -  TEXAS CITY (1994)
 AW2755
 AW2755                         *CURRENT SURVEY CONTROL
 AW2755  ___________________________________________________________________
 AW2755* NAD 83(1986)-  29 28 17.     (N)    095 00 00.     (W)     SCALED    
 AW2755* NAVD 88     -         4.25   (+/-2cm)      13.9    (feet)  VERTCON   
 AW2755  ___________________________________________________________________
 AW2755  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW2755
 AW2755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2755
 AW2755.The horizontal coordinates were scaled from a topographic map and have
 AW2755.an estimated accuracy of +/- 6 seconds.
 AW2755
 AW2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2755.The vertical order pertains to the NGVD 29 superseded value.
 AW2755
 AW2755.The geoid height was determined by GEOID03.
 AW2755
 AW2755;                    North         East    Units  Estimated Accuracy
 AW2755;SPC TXSC     - 4,188,170.      987,850.      MT  (+/- 180 meters Scaled)
 AW2755
 AW2755                          SUPERSEDED SURVEY CONTROL
 AW2755
 AW2755  NGVD 29 (??/??/92)    4.244  (m)           13.92   (f) ADJ UNCH    2 0
 AW2755
 AW2755.Superseded values are not recommended for survey control.
 AW2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2755.See file dsdata.txt to determine how the superseded data were derived.
 AW2755
 AW2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN060618(NAD 83)
 AW2755_MARKER: DB = BENCH MARK DISK
 AW2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2755_STAMPING: Z-640 1942
 AW2755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2755+STABILITY: SURFACE MOTION
 AW2755
 AW2755  HISTORY     - Date     Condition        Report By
 AW2755  HISTORY     - 1942     MONUMENTED       CGS
 AW2755  HISTORY     - 1990     GOOD             USPSQD
 AW2755  HISTORY     - 19990410 GOOD             USPSQD
 AW2755
 AW2755                          STATION DESCRIPTION
 AW2755
 AW2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW2755'3.0 MI E FROM DICKINSON.
 AW2755'TO REACH FROM THE GULD, HOUSTON AND HENDERSON RAILWAY STATION AT
 AW2755'DICKINSON, PROCEED 3.0 MILES EAST ALONG AN ASPHALT ROAD TO A FARM
 AW2755'HOUSE ON SOUTH SIDE OF ROAD AND TO SITE OF BENCH MARK.  BENCH MARK IS
 AW2755'0.1 MILE EAST OF A ROAD LEADING SOUTH TO THE PURE OIL COMPANY, AND 75
 AW2755'YARDS WEST OF THE WEST LINE OF HOUSE.  IT IS 22.0 FEET NORTH OF AND
 AW2755'LEVEL WITH THE CENTERLINE OF PAVEMENT.  6.0 FEET EAST OF A FENCE
 AW2755'CORNER AND 9.0 FEET NORTHWEST OF A POWER TRANSMISSION POLE NO. 20.
 AW2755'MONUMENT IS 2.0 FEET WEST OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND
 AW2755'PROJECTS 0.5 FOOT.
 AW2755
 AW2755                          STATION RECOVERY (1990)
 AW2755
 AW2755'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 AW2755'RECOVERED IN GOOD CONDITION.
 AW2755
 AW2755                          STATION RECOVERY (1999)
 AW2755
 AW2755'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1308 ***********************************************************************
 AW1308  DESIGNATION -  Z 640 RESET
 AW1308  PID         -  AW1308
 AW1308  STATE/COUNTY-  TX/GALVESTON
 AW1308  USGS QUAD   -  TEXAS CITY (1994)
 AW1308
 AW1308                         *CURRENT SURVEY CONTROL
 AW1308  ___________________________________________________________________
 AW1308* NAD 83(1986)-  29 28 17.     (N)    095 00 00.     (W)     SCALED    
 AW1308* NAVD 88     -         3.246  (meters)      10.65   (feet)  ADJUSTED  
 AW1308  ___________________________________________________________________
 AW1308  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1308  DYNAMIC HT  -           3.242 (meters)      10.64  (feet)  COMP
 AW1308  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 AW1308
 AW1308  VERT ORDER  -  FIRST     CLASS II
 AW1308
 AW1308.The horizontal coordinates were scaled from a topographic map and have
 AW1308.an estimated accuracy of +/- 6 seconds.
 AW1308
 AW1308.The orthometric height was determined by differential leveling
 AW1308.and adjusted by the National Geodetic Survey in June 1991..
 AW1308
 AW1308.The geoid height was determined by GEOID03.
 AW1308
 AW1308.The dynamic height is computed by dividing the NAVD 88
 AW1308.geopotential number by the normal gravity value computed on the
 AW1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1308.degrees latitude (g = 980.6199 gals.).
 AW1308
 AW1308.The modeled gravity was interpolated from observed gravity values.
 AW1308
 AW1308;                    North         East    Units  Estimated Accuracy
 AW1308;SPC TXSC     - 4,188,170.      987,850.      MT  (+/- 180 meters Scaled)
 AW1308
 AW1308                          SUPERSEDED SURVEY CONTROL
 AW1308
 AW1308  NGVD 29 (12/23/87)    3.243  (m)           10.64   (f) ADJUSTED    1 2
 AW1308
 AW1308.Superseded values are not recommended for survey control.
 AW1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1308.See file dsdata.txt to determine how the superseded data were derived.
 AW1308
 AW1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN060618(NAD 83)
 AW1308_MARKER: DB = BENCH MARK DISK
 AW1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1308_SP_SET: CONCRETE POST
 AW1308_STAMPING: Z 640 RESET 1949 S0850116
 AW1308_MARK LOGO: CGS   
 AW1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1308+STABILITY: SURFACE MOTION
 AW1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1308+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2004
 AW1308
 AW1308  HISTORY     - Date     Condition        Report By
 AW1308  HISTORY     - 1949     MONUMENTED       CGS
 AW1308  HISTORY     - 1973     GOOD             NGS
 AW1308  HISTORY     - 1978     GOOD             NGS
 AW1308  HISTORY     - 1987     GOOD             NGS
 AW1308  HISTORY     - 1990     GOOD             USPSQD
 AW1308  HISTORY     - 19940423 GOOD             USPSQD
 AW1308  HISTORY     - 20040215 GOOD             USPSQD
 AW1308
 AW1308                          STATION DESCRIPTION
 AW1308
 AW1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1308'3.35 MI E FROM DICKINSON.
 AW1308'3.35 MILES EAST ALONG FARM ROAD 517 FROM THE JUNCTION OF STATE HIGHWAY
 AW1308'3 AT DICKINSON, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 32 FEET
 AW1308'WEST OF THE WEST ONE OF TWO POWER POLES, 10.5 FEET NORTHWEST OF A
 AW1308'POWER POLE, 6.6 FEET NORTH OF A FENCE CORNER, 1.2 FEET NORTH OF A
 AW1308'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 AW1308'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1308
 AW1308                          STATION RECOVERY (1978)
 AW1308
 AW1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1308'RECOVERED IN GOOD CONDITION.
 AW1308
 AW1308                          STATION RECOVERY (1987)
 AW1308
 AW1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1308'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW1308'ADD- A RUBBING WAS TAKEN AND THE STAMPING IS S0850116 Z 640 RESET
 AW1308'1949.
 AW1308
 AW1308                          STATION RECOVERY (1990)
 AW1308
 AW1308'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1308'RECOVERED IN GOOD CONDITION.
 AW1308
 AW1308                          STATION RECOVERY (1994)
 AW1308
 AW1308'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1308'RECOVERED IN GOOD CONDITION.
 AW1308
 AW1308                          STATION RECOVERY (2004)
 AW1308
 AW1308'RECOVERY NOTE BY US POWER SQUADRON 2004 (MEF)
 AW1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0151 ***********************************************************************
 AE0151  DESIGNATION -  Z 641
 AE0151  PID         -  AE0151
 AE0151  STATE/COUNTY-  TX/HIDALGO
 AE0151  USGS QUAD   -  LA REFORMA (1993)
 AE0151
 AE0151                         *CURRENT SURVEY CONTROL
 AE0151  ___________________________________________________________________
 AE0151* NAD 83(1986)-  26 42 34.     (N)    098 16 22.     (W)     SCALED    
 AE0151* NAVD 88     -        49.207  (meters)     161.44   (feet)  ADJUSTED  
 AE0151  ___________________________________________________________________
 AE0151  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AE0151  DYNAMIC HT  -          49.127 (meters)     161.18  (feet)  COMP
 AE0151  MODELED GRAV-     979,033.1   (mgal)                       NAVD 88
 AE0151
 AE0151  VERT ORDER  -  SECOND    CLASS 0
 AE0151
 AE0151.The horizontal coordinates were scaled from a topographic map and have
 AE0151.an estimated accuracy of +/- 6 seconds.
 AE0151
 AE0151.The orthometric height was determined by differential leveling
 AE0151.and adjusted by the National Geodetic Survey in June 1991..
 AE0151
 AE0151.The geoid height was determined by GEOID03.
 AE0151
 AE0151.The dynamic height is computed by dividing the NAVD 88
 AE0151.geopotential number by the normal gravity value computed on the
 AE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0151.degrees latitude (g = 980.6199 gals.).
 AE0151
 AE0151.The modeled gravity was interpolated from observed gravity values.
 AE0151
 AE0151;                    North         East    Units  Estimated Accuracy
 AE0151;SPC TX S     - 5,115,550.      322,610.      MT  (+/- 180 meters Scaled)
 AE0151
 AE0151                          SUPERSEDED SURVEY CONTROL
 AE0151
 AE0151  NGVD 29 (??/??/92)   49.305  (m)          161.76   (f) ADJ UNCH    2 0
 AE0151
 AE0151.Superseded values are not recommended for survey control.
 AE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0151.See file dsdata.txt to determine how the superseded data were derived.
 AE0151
 AE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ723544(NAD 83)
 AE0151_MARKER: DB = BENCH MARK DISK
 AE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0151_STAMPING: Z 641 1942
 AE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0151+STABILITY: SURFACE MOTION
 AE0151
 AE0151  HISTORY     - Date     Condition        Report By
 AE0151  HISTORY     - 1942     MONUMENTED       CGS
 AE0151  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0151
 AE0151                          STATION DESCRIPTION
 AE0151
 AE0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0151'4.4 MI NE FROM CIPRES.
 AE0151'TO REACH FROM THE POST OFFICE AT CIPRES-- PROCEED 3.0 MILES NORTHERLY
 AE0151'ALONG TRACK ROAD TO SHARP CURVE, THENCE, CONTINUE 1.4 MILES EASTERLY
 AE0151'ALONG ROAD TO SITE OF THE BENCH MARK.  BENCH MARK IS 48.0 FEET NORTH
 AE0151'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 15.0
 AE0151'FEET WEST OF TWO MESQUITE TREES, 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AE0151'MARKER POST AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.3
 AE0151'FOOT.
 AE0151
 AE0151                          STATION RECOVERY (1972)
 AE0151
 AE0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0975 ***********************************************************************
 AE0975  DESIGNATION -  Z 642 RESET 1957
 AE0975  PID         -  AE0975
 AE0975  STATE/COUNTY-  TX/STARR
 AE0975  USGS QUAD   -  RINCON (1993)
 AE0975
 AE0975                         *CURRENT SURVEY CONTROL
 AE0975  ___________________________________________________________________
 AE0975* NAD 83(1986)-  26 36 17.     (N)    098 34 20.     (W)     SCALED    
 AE0975* NAVD 88     -       138.38   (meters)     454.0    (feet)  RESET     
 AE0975  ___________________________________________________________________
 AE0975  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AE0975
 AE0975  VERT ORDER  -  THIRD
 AE0975
 AE0975.The horizontal coordinates were scaled from a topographic map and have
 AE0975.an estimated accuracy of +/- 6 seconds.
 AE0975
 AE0975.The orthometric height was computed from unverified reset data.
 AE0975
 AE0975.The geoid height was determined by GEOID03.
 AE0975
 AE0975;                    North         East    Units  Estimated Accuracy
 AE0975;SPC TX S     - 5,103,930.      292,810.      MT  (+/- 180 meters Scaled)
 AE0975
 AE0975                          SUPERSEDED SURVEY CONTROL
 AE0975
 AE0975.No superseded survey control is available for this station.
 AE0975
 AE0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ425427(NAD 83)
 AE0975_MARKER: DB = BENCH MARK DISK
 AE0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0975_STAMPING: Z 642 RESET 1957
 AE0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0975+STABILITY: SURFACE MOTION
 AE0975
 AE0975  HISTORY     - Date     Condition        Report By
 AE0975  HISTORY     - 1957     MONUMENTED       TXHD
 AE0975  HISTORY     - 1959     GOOD             NGS
 AE0975
 AE0975                          STATION DESCRIPTION
 AE0975
 AE0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE0975'23.2 MI NE FROM RIO GRANDE CITY.
 AE0975'ABOUT 19.5 MILES NORTHEAST OF RIO GRANDE CITY ALONG STATE HIGHWAY NO.
 AE0975'755 AND THEN THE RIGHT FORK NORTHEAST, 03.7 MILES ALONG F.M. ROAD 2294
 AE0975'TO THE MARK ON THE LEFT.  IT IS 13 YARDS NORTHWEST OF THE CENTER LINE
 AE0975'OF THE HIGHWAY, 30 YARDS NORTHEAST OF THE CENTERLINE OF A CATTLE GUARD
 AE0975'AND 50 YARDS SOUTH OF AN OIL LINE VALVE AND A SMALL OIL PUMP. A
 AE0975'STANDARD DISK STAMPED Z 642 RESET 1957 IN A CONCRETE FILLED METAL PIPE
 AE0975'6 INCHES IN DIAMETER AND PROJECTING ABOUT 6 INCHES.  NOTE-- IT IS 41
 AE0975'FEET LEFT OF HIGHWAY SURVEY STATION 204 + 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0006 ***********************************************************************
 AE0006  DESIGNATION -  Z 644
 AE0006  PID         -  AE0006
 AE0006  STATE/COUNTY-  TX/STARR
 AE0006  USGS QUAD   -  BENTSEN RANCH (1972)
 AE0006
 AE0006                         *CURRENT SURVEY CONTROL
 AE0006  ___________________________________________________________________
 AE0006* NAD 83(1986)-  26 33 23.     (N)    098 25 55.     (W)     SCALED    
 AE0006* NAVD 88     -       101.479  (meters)     332.94   (feet)  ADJUSTED  
 AE0006  ___________________________________________________________________
 AE0006  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AE0006  DYNAMIC HT  -         101.313 (meters)     332.39  (feet)  COMP
 AE0006  MODELED GRAV-     979,012.2   (mgal)                       NAVD 88
 AE0006
 AE0006  VERT ORDER  -  SECOND    CLASS 0
 AE0006
 AE0006.The horizontal coordinates were scaled from a topographic map and have
 AE0006.an estimated accuracy of +/- 6 seconds.
 AE0006
 AE0006.The orthometric height was determined by differential leveling
 AE0006.and adjusted by the National Geodetic Survey in June 1991..
 AE0006
 AE0006.The geoid height was determined by GEOID03.
 AE0006
 AE0006.The dynamic height is computed by dividing the NAVD 88
 AE0006.geopotential number by the normal gravity value computed on the
 AE0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0006.degrees latitude (g = 980.6199 gals.).
 AE0006
 AE0006.The modeled gravity was interpolated from observed gravity values.
 AE0006
 AE0006;                    North         East    Units  Estimated Accuracy
 AE0006;SPC TX S     - 5,098,580.      306,780.      MT  (+/- 180 meters Scaled)
 AE0006
 AE0006                          SUPERSEDED SURVEY CONTROL
 AE0006
 AE0006  NGVD 29 (??/??/92)  101.555  (m)          333.19   (f) ADJ UNCH    2 0
 AE0006
 AE0006.Superseded values are not recommended for survey control.
 AE0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0006.See file dsdata.txt to determine how the superseded data were derived.
 AE0006
 AE0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ565374(NAD 83)
 AE0006_MARKER: DB = BENCH MARK DISK
 AE0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0006_STAMPING: Z 644 1942
 AE0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0006+STABILITY: SURFACE MOTION
 AE0006
 AE0006  HISTORY     - Date     Condition        Report By
 AE0006  HISTORY     - 1942     MONUMENTED       CGS
 AE0006  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0006
 AE0006                          STATION DESCRIPTION
 AE0006
 AE0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0006'8.2 MI NW FROM MCCOOK.
 AE0006'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.7 MILES NORTHERLY
 AE0006'ALONG DIRT ROAD TO SHARP CURVE IN ROAD TO THE WEST. THENCE, GO 3.5
 AE0006'MILES WESTERLY ALONG ROAD TO THE SITE OF THE BENCH MARK. BENCH MARK IS
 AE0006'33.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF CATTLE GUARD ACROSS
 AE0006'ROAD, 24.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0006'CENTERLINE OF THE ROAD.  IT IS 10.0 FEET EAST OF A FENCE CORNER AND
 AE0006'2.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AE0006'0.4 FOOT.
 AE0006
 AE0006                          STATION RECOVERY (1972)
 AE0006
 AE0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0588 ***********************************************************************
 AE0588  DESIGNATION -  Z 645
 AE0588  PID         -  AE0588
 AE0588  STATE/COUNTY-  TX/HIDALGO
 AE0588  USGS QUAD   -  FAYSVILLE (1963)
 AE0588
 AE0588                         *CURRENT SURVEY CONTROL
 AE0588  ___________________________________________________________________
 AE0588* NAD 83(1986)-  26 28 06.     (N)    098 14 52.     (W)     SCALED    
 AE0588* NAVD 88     -        45.505  (meters)     149.29   (feet)  ADJUSTED  
 AE0588  ___________________________________________________________________
 AE0588  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0588  DYNAMIC HT  -          45.431 (meters)     149.05  (feet)  COMP
 AE0588  MODELED GRAV-     979,020.3   (mgal)                       NAVD 88
 AE0588
 AE0588  VERT ORDER  -  SECOND    CLASS 0
 AE0588
 AE0588.The horizontal coordinates were scaled from a topographic map and have
 AE0588.an estimated accuracy of +/- 6 seconds.
 AE0588
 AE0588.The orthometric height was determined by differential leveling
 AE0588.and adjusted by the National Geodetic Survey in June 1991..
 AE0588
 AE0588.The geoid height was determined by GEOID03.
 AE0588
 AE0588.The dynamic height is computed by dividing the NAVD 88
 AE0588.geopotential number by the normal gravity value computed on the
 AE0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0588.degrees latitude (g = 980.6199 gals.).
 AE0588
 AE0588.The modeled gravity was interpolated from observed gravity values.
 AE0588
 AE0588;                    North         East    Units  Estimated Accuracy
 AE0588;SPC TX S     - 5,088,840.      325,150.      MT  (+/- 180 meters Scaled)
 AE0588
 AE0588                          SUPERSEDED SURVEY CONTROL
 AE0588
 AE0588  NGVD 29 (??/??/92)   45.606  (m)          149.63   (f) ADJ UNCH    2 0
 AE0588
 AE0588.Superseded values are not recommended for survey control.
 AE0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0588.See file dsdata.txt to determine how the superseded data were derived.
 AE0588
 AE0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ749277(NAD 83)
 AE0588_MARKER: DB = BENCH MARK DISK
 AE0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0588_STAMPING: Z 645 1942
 AE0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0588+STABILITY: SURFACE MOTION
 AE0588
 AE0588  HISTORY     - Date     Condition        Report By
 AE0588  HISTORY     - 1942     MONUMENTED       CGS
 AE0588  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0588
 AE0588                          STATION DESCRIPTION
 AE0588
 AE0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0588'17.6 MI NW FROM EDINBURG.
 AE0588'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0588'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0588'WEST.  THENCE, GO 7.1 MILES WESTERLY ALONG DIRT ROAD TO THE SITE OF
 AE0588'THE BENCH MARK.  BENCH MARK IS 29.0 FEET NORTH OF AND ABOUT THE SAME
 AE0588'ELEVATION AS THE CENTERLINE OF THE ROAD, 13.0 FEET WEST OF THE CENTER
 AE0588'OF GATE IN FENCE, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND
 AE0588'1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0588
 AE0588                          STATION RECOVERY (1962)
 AE0588
 AE0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1451 ***********************************************************************
 AW1451  DESIGNATION -  Z 646
 AW1451  PID         -  AW1451
 AW1451  STATE/COUNTY-  TX/CHAMBERS
 AW1451  USGS QUAD   -  OAK ISLAND (1994)
 AW1451
 AW1451                         *CURRENT SURVEY CONTROL
 AW1451  ___________________________________________________________________
 AW1451* NAD 83(1986)-  29 40 33.     (N)    094 40 01.     (W)     SCALED    
 AW1451* NAVD 88     -         1.49   (+/-2cm)       4.9    (feet)  VERTCON   
 AW1451  ___________________________________________________________________
 AW1451  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1451
 AW1451  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1451
 AW1451.The horizontal coordinates were scaled from a topographic map and have
 AW1451.an estimated accuracy of +/- 6 seconds.
 AW1451
 AW1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1451.The vertical order pertains to the NGVD 29 superseded value.
 AW1451
 AW1451.The geoid height was determined by GEOID03.
 AW1451
 AW1451;                    North         East    Units  Estimated Accuracy
 AW1451;SPC TXSC     - 4,211,970.    1,019,290.      MT  (+/- 180 meters Scaled)
 AW1451
 AW1451                          SUPERSEDED SURVEY CONTROL
 AW1451
 AW1451  NGVD 29 (??/??/92)    1.488  (m)            4.88   (f) ADJ UNCH    1 2
 AW1451
 AW1451.Superseded values are not recommended for survey control.
 AW1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1451.See file dsdata.txt to determine how the superseded data were derived.
 AW1451
 AW1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN386840(NAD 83)
 AW1451_MARKER: DB = BENCH MARK DISK
 AW1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1451_STAMPING: Z 646 1942
 AW1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1451+STABILITY: SURFACE MOTION
 AW1451
 AW1451  HISTORY     - Date     Condition        Report By
 AW1451  HISTORY     - 1942     MONUMENTED       CGS
 AW1451  HISTORY     - 1973     GOOD             NGS
 AW1451  HISTORY     - 1978     GOOD             NGS
 AW1451  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW1451  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1451  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW1451  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 AW1451
 AW1451                          STATION DESCRIPTION
 AW1451
 AW1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1451'7.3 MI SE FROM ANAHUAC.
 AW1451'ABOUT 6.80 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH
 AW1451'STATE HIGHWAY 61 AT ANAHUAC, 0.5 MILE EAST ALONG A PAVED ROAD, 86 FEET
 AW1451'NORTH OF CENTER LINE OF THE PAVED ROAD, 77 FEET NORTHWEST OF THE WEST
 AW1451'END OF THE NORTH HEADWALL OF A BRIDGE OVER THE WEST FORK OF DOUBLE
 AW1451'BAYOU, 7 FEET SOUTHEAST OF A TELEPHONE POLE, 6 FEET NORTH OF A FENCE.
 AW1451'A C AND GS DISK, 1 FOOT WEST OF A METAL WITNESS POST ABOUT 12 FEET
 AW1451'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AW1451'PROJECTING 9 INCHES.
 AW1451
 AW1451                          STATION RECOVERY (1978)
 AW1451
 AW1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1451'RECOVERED IN GOOD CONDITION.
 AW1451
 AW1451                          STATION RECOVERY (1996)
 AW1451
 AW1451'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1451'MARK NOT FOUND.
 AW1451
 AW1451                          STATION RECOVERY (2001)
 AW1451
 AW1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1451'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1451
 AW1451                          STATION RECOVERY (2004)
 AW1451
 AW1451'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1451'MARK NOT FOUND.
 AW1451
 AW1451                          STATION RECOVERY (2005)
 AW1451
 AW1451'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2806 ***********************************************************************
 AW2806  DESIGNATION -  Z 648
 AW2806  PID         -  AW2806
 AW2806  STATE/COUNTY-  TX/CHAMBERS
 AW2806  USGS QUAD   -  ANAHUAC (1993)
 AW2806
 AW2806                         *CURRENT SURVEY CONTROL
 AW2806  ___________________________________________________________________
 AW2806* NAD 83(1986)-  29 45 34.     (N)    094 41 00.     (W)     SCALED    
 AW2806* NAVD 88     -         6.29   (+/-2cm)      20.6    (feet)  VERTCON   
 AW2806  ___________________________________________________________________
 AW2806  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2806
 AW2806  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2806
 AW2806.The horizontal coordinates were scaled from a topographic map and have
 AW2806.an estimated accuracy of +/- 6 seconds.
 AW2806
 AW2806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2806.The vertical order pertains to the NGVD 29 superseded value.
 AW2806
 AW2806.The geoid height was determined by GEOID03.
 AW2806
 AW2806;                    North         East    Units  Estimated Accuracy
 AW2806;SPC TXSC     - 4,221,170.    1,017,360.      MT  (+/- 180 meters Scaled)
 AW2806
 AW2806                          SUPERSEDED SURVEY CONTROL
 AW2806
 AW2806  NGVD 29 (??/??/92)    6.292  (m)           20.64   (f) ADJ UNCH    1 2
 AW2806
 AW2806.Superseded values are not recommended for survey control.
 AW2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2806.See file dsdata.txt to determine how the superseded data were derived.
 AW2806
 AW2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN372933(NAD 83)
 AW2806_MARKER: DB = BENCH MARK DISK
 AW2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2806_STAMPING: Z 648 1942
 AW2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2806+STABILITY: SURFACE MOTION
 AW2806
 AW2806  HISTORY     - Date     Condition        Report By
 AW2806  HISTORY     - 1942     MONUMENTED       CGS
 AW2806  HISTORY     - 1959     GOOD             NGS
 AW2806  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2806  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW2806  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2806  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW2806  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2806
 AW2806                          STATION DESCRIPTION
 AW2806
 AW2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2806'0.55 MI S FROM ANAHUAC.
 AW2806'ABOUT 0.05 MILE EAST ALONG STOWELL STREET FROM THE COUNTY COURTHOUSE
 AW2806'AT ANAHUAC, THENCE ABOUT 0.5 MILE SOUTH ALONG FARM ROAD 564, 57 FEET
 AW2806'SOUTH OF THE CENTER LINE OF SABINE STREET, 67 1/2 FEET SOUTH OF A
 AW2806'POWER POLE, 40 FEET WEST OF THE CENTER LINE OF FARM ROAD 564, 3 INCHES
 AW2806'NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 AW2806'POST PROJECTING 6 INCHES.
 AW2806
 AW2806                          STATION RECOVERY (1973)
 AW2806
 AW2806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2806'MARK NOT FOUND.
 AW2806
 AW2806                          STATION RECOVERY (1997)
 AW2806
 AW2806'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2806'MARK NOT FOUND.
 AW2806
 AW2806                          STATION RECOVERY (2001)
 AW2806
 AW2806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2806'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2806
 AW2806                          STATION RECOVERY (2004)
 AW2806
 AW2806'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW2806'MARK NOT FOUND.
 AW2806
 AW2806                          STATION RECOVERY (2005)
 AW2806
 AW2806'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0612 ***********************************************************************
 BZ0612  DESIGNATION -  Z 65
 BZ0612  PID         -  BZ0612
 BZ0612  STATE/COUNTY-  TX/LIMESTONE
 BZ0612  USGS QUAD   -  TEHUACANA (1978)
 BZ0612
 BZ0612                         *CURRENT SURVEY CONTROL
 BZ0612  ___________________________________________________________________
 BZ0612* NAD 83(1986)-  31 41 55.     (N)    096 30 14.     (W)     SCALED    
 BZ0612* NAVD 88     -       162.339  (meters)     532.61   (feet)  ADJUSTED  
 BZ0612  ___________________________________________________________________
 BZ0612  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0612  DYNAMIC HT  -         162.145 (meters)     531.97  (feet)  COMP
 BZ0612  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BZ0612
 BZ0612  VERT ORDER  -  FIRST     CLASS II
 BZ0612
 BZ0612.The horizontal coordinates were scaled from a topographic map and have
 BZ0612.an estimated accuracy of +/- 6 seconds.
 BZ0612
 BZ0612.The orthometric height was determined by differential leveling
 BZ0612.and adjusted by the National Geodetic Survey in June 1991..
 BZ0612
 BZ0612.The geoid height was determined by GEOID03.
 BZ0612
 BZ0612.The dynamic height is computed by dividing the NAVD 88
 BZ0612.geopotential number by the normal gravity value computed on the
 BZ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0612.degrees latitude (g = 980.6199 gals.).
 BZ0612
 BZ0612.The modeled gravity was interpolated from observed gravity values.
 BZ0612
 BZ0612;                    North         East    Units  Estimated Accuracy
 BZ0612;SPC TX C     - 3,231,510.    1,062,950.      MT  (+/- 180 meters Scaled)
 BZ0612
 BZ0612                          SUPERSEDED SURVEY CONTROL
 BZ0612
 BZ0612  NGVD 29 (??/??/92)  162.316  (m)          532.53   (f) ADJ UNCH    1 2
 BZ0612
 BZ0612.Superseded values are not recommended for survey control.
 BZ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0612.See file dsdata.txt to determine how the superseded data were derived.
 BZ0612
 BZ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA365097(NAD 83)
 BZ0612_MARKER: DB = BENCH MARK DISK
 BZ0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0612_SP_SET: CULVERT
 BZ0612_STAMPING: Z 65 1919
 BZ0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0612
 BZ0612  HISTORY     - Date     Condition        Report By
 BZ0612  HISTORY     - 1919     MONUMENTED       CGS
 BZ0612  HISTORY     - 1948     GOOD             NGS
 BZ0612
 BZ0612                          STATION DESCRIPTION
 BZ0612
 BZ0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0612'1.7 MI NW FROM MEXIA.
 BZ0612'1.7 MILES NORTHWEST ALONG THE ABANDONED BURLINGTON-ROCK ISLAND
 BZ0612'RAILROAD FROM THE STATION AT MEXIA, 0.6 MILE SOUTHEAST OF A ROAD
 BZ0612'CROSSING, SET IN THE CENTER OF THE SOUTHWEST HEADWALL OF A CULVERT,
 BZ0612'195 FEET NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE CROSSING THE OLD
 BZ0612'RAILROAD BED, 38.4 FEET NORTHEAST OF TELEPHONE POLE 60, 9.8 FEET
 BZ0612'SOUTHWEST OF THE CENTERLINE OF THE RAILROAD BED, 1.0 FOOT ABOVE THE
 BZ0612'FLOOR LEVEL OF THE CULVERT.  NOTE-- THIS BENCH MARK FROM THE TRAFFIC
 BZ0612'CIRCLE MAY BE REACHED BY GOING 0.45 MILE NORTH AT MEXIA ALONG STATE
 BZ0612'HIGHWAY 14, THENCE 1.0 MILE NORTHWEST ALONG A TAR ROAD, THENCE 0.3
 BZ0612'MILE SOUTHWEST ALONG A FENCE LINE.  THE DISK IS SO BADLY BATTERED THAT
 BZ0612'THE Z 6 IN THE DESIGNATION CANNOT BE READ.  A RUBBING OF THIS MARK
 BZ0612'COULD NOT BE MADE DUE TO ITS CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3174 ***********************************************************************
 AW3174  DESIGNATION -  Z 650
 AW3174  PID         -  AW3174
 AW3174  STATE/COUNTY-  TX/CHAMBERS
 AW3174  USGS QUAD   -  MONROE CITY (1994)
 AW3174
 AW3174                         *CURRENT SURVEY CONTROL
 AW3174  ___________________________________________________________________
 AW3174* NAD 83(1986)-  29 51 33.     (N)    094 30 30.     (W)     SCALED    
 AW3174* NAVD 88     -        10.49   (+/-2cm)      34.4    (feet)  VERTCON   
 AW3174  ___________________________________________________________________
 AW3174  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW3174
 AW3174  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3174
 AW3174.The horizontal coordinates were scaled from a topographic map and have
 AW3174.an estimated accuracy of +/- 6 seconds.
 AW3174
 AW3174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3174.The vertical order pertains to the NGVD 29 superseded value.
 AW3174
 AW3174.The geoid height was determined by GEOID03.
 AW3174
 AW3174;                    North         East    Units  Estimated Accuracy
 AW3174;SPC TXSC     - 4,232,850.    1,033,850.      MT  (+/- 180 meters Scaled)
 AW3174
 AW3174                          SUPERSEDED SURVEY CONTROL
 AW3174
 AW3174  NGVD 29 (??/??/92)   10.490  (m)           34.42   (f) ADJ UNCH    1 2
 AW3174
 AW3174.Superseded values are not recommended for survey control.
 AW3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3174.See file dsdata.txt to determine how the superseded data were derived.
 AW3174
 AW3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP543041(NAD 83)
 AW3174_MARKER: DB = BENCH MARK DISK
 AW3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3174_STAMPING: Z 650 942
 AW3174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3174+STABILITY: SURFACE MOTION
 AW3174
 AW3174  HISTORY     - Date     Condition        Report By
 AW3174  HISTORY     - 1942     MONUMENTED       CGS
 AW3174  HISTORY     - 1959     GOOD             NGS
 AW3174  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 AW3174  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3174  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3174
 AW3174                          STATION DESCRIPTION
 AW3174
 AW3174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3174'7.3 MI E FROM HANKAMER.
 AW3174'ABOUT 0.2 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE NEW GRADE SCHOOL
 AW3174'AT HANKAMER, THENCE ABOUT 7.1 MILES EAST ALONG FARM ROAD 1663, 40 FEET
 AW3174'SOUTH OF THE CENTER LINE OF THE ROAD, 165 FEET WEST OF THE CENTER LINE
 AW3174'OF A SHELL ROAD LEADING SOUTH, 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF
 AW3174'A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 AW3174'PROJECTING 6 INCHES.
 AW3174
 AW3174                          STATION RECOVERY (1996)
 AW3174
 AW3174'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3174'MARK NOT FOUND.
 AW3174
 AW3174                          STATION RECOVERY (2001)
 AW3174
 AW3174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3174'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3174
 AW3174                          STATION RECOVERY (2004)
 AW3174
 AW3174'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1473 ***********************************************************************
 AY1473  DESIGNATION -  Z 651
 AY1473  PID         -  AY1473
 AY1473  STATE/COUNTY-  TX/UVALDE
 AY1473  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1473
 AY1473                         *CURRENT SURVEY CONTROL
 AY1473  ___________________________________________________________________
 AY1473* NAD 83(1986)-  29 36 27.     (N)    099 42 20.     (W)     SCALED    
 AY1473* NAVD 88     -       498.532  (meters)    1635.60   (feet)  ADJUSTED  
 AY1473  ___________________________________________________________________
 AY1473  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AY1473  DYNAMIC HT  -         497.793 (meters)    1633.18  (feet)  COMP
 AY1473  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 AY1473
 AY1473  VERT ORDER  -  SECOND    CLASS 0
 AY1473
 AY1473.The horizontal coordinates were scaled from a topographic map and have
 AY1473.an estimated accuracy of +/- 6 seconds.
 AY1473
 AY1473.The orthometric height was determined by differential leveling
 AY1473.and adjusted by the National Geodetic Survey in June 1991..
 AY1473
 AY1473.The geoid height was determined by GEOID03.
 AY1473
 AY1473.The dynamic height is computed by dividing the NAVD 88
 AY1473.geopotential number by the normal gravity value computed on the
 AY1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1473.degrees latitude (g = 980.6199 gals.).
 AY1473
 AY1473.The modeled gravity was interpolated from observed gravity values.
 AY1473
 AY1473;                    North         East    Units  Estimated Accuracy
 AY1473;SPC TXSC     - 4,196,830.      531,670.      MT  (+/- 180 meters Scaled)
 AY1473
 AY1473                          SUPERSEDED SURVEY CONTROL
 AY1473
 AY1473  NGVD 29 (??/??/92)  498.448  (m)         1635.32   (f) ADJ UNCH    2 0
 AY1473
 AY1473.Superseded values are not recommended for survey control.
 AY1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1473.See file dsdata.txt to determine how the superseded data were derived.
 AY1473
 AY1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT316755(NAD 83)
 AY1473_MARKER: DB = BENCH MARK DISK
 AY1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1473_STAMPING: Z 651 1953
 AY1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1473+STABILITY: SURFACE MOTION
 AY1473
 AY1473  HISTORY     - Date     Condition        Report By
 AY1473  HISTORY     - 1953     MONUMENTED       CGS
 AY1473  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 AY1473
 AY1473                          STATION DESCRIPTION
 AY1473
 AY1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1473'3.55 MI SE FROM RIO FRIO.
 AY1473'0.15 MILE SOUTHWEST ALONG FARM ROAD 1120 FROM THE POST OFFICE AT RIO
 AY1473'FRIO, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE 1.4
 AY1473'MILES EAST ALONG FARM ROAD 1050, ON TOP OF A HILL, 50 FEET NORTH OF
 AY1473'THE CENTER LINE OF THE FARM ROAD, 15.7 FEET EAST OF A TELEPHONE POLE,
 AY1473'2.6 FEET SOUTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, SET IN THE
 AY1473'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1473
 AY1473                          STATION RECOVERY (2005)
 AY1473
 AY1473'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0972 ***********************************************************************
 AB0972  DESIGNATION -  Z 652
 AB0972  PID         -  AB0972
 AB0972  STATE/COUNTY-  TX/KENEDY
 AB0972  USGS QUAD   -  RUDOLPH (1982)
 AB0972
 AB0972                         *CURRENT SURVEY CONTROL
 AB0972  ___________________________________________________________________
 AB0972* NAD 83(1986)-  26 45 00.     (N)    097 46 13.     (W)     SCALED    
 AB0972* NAVD 88     -         6.784  (meters)      22.26   (feet)  ADJUSTED  
 AB0972  ___________________________________________________________________
 AB0972  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AB0972  DYNAMIC HT  -           6.773 (meters)      22.22  (feet)  COMP
 AB0972  MODELED GRAV-     979,065.7   (mgal)                       NAVD 88
 AB0972
 AB0972  VERT ORDER  -  FIRST     CLASS II
 AB0972
 AB0972.The horizontal coordinates were scaled from a topographic map and have
 AB0972.an estimated accuracy of +/- 6 seconds.
 AB0972
 AB0972.The orthometric height was determined by differential leveling
 AB0972.and adjusted by the National Geodetic Survey in June 1991..
 AB0972
 AB0972.The geoid height was determined by GEOID03.
 AB0972
 AB0972.The dynamic height is computed by dividing the NAVD 88
 AB0972.geopotential number by the normal gravity value computed on the
 AB0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0972.degrees latitude (g = 980.6199 gals.).
 AB0972
 AB0972.The modeled gravity was interpolated from observed gravity values.
 AB0972
 AB0972;                    North         East    Units  Estimated Accuracy
 AB0972;SPC TX S     - 5,120,230.      372,580.      MT  (+/- 180 meters Scaled)
 AB0972
 AB0972                          SUPERSEDED SURVEY CONTROL
 AB0972
 AB0972.No superseded survey control is available for this station.
 AB0972
 AB0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ222593(NAD 83)
 AB0972_MARKER: DB = BENCH MARK DISK
 AB0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0972_STAMPING: Z 652 1942
 AB0972_MARK LOGO: CGS   
 AB0972_PROJECTION: PROJECTING 18 CENTIMETERS
 AB0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0972+STABILITY: SURFACE MOTION
 AB0972
 AB0972  HISTORY     - Date     Condition        Report By
 AB0972  HISTORY     - 1942     MONUMENTED       CGS
 AB0972  HISTORY     - 1951     GOOD             NGS
 AB0972  HISTORY     - 1981     GOOD             NGS
 AB0972  HISTORY     - 1987     GOOD             USPSQD
 AB0972  HISTORY     - 1988     GOOD             USPSQD
 AB0972  HISTORY     - 1988     GOOD             USPSQD
 AB0972
 AB0972                          STATION DESCRIPTION
 AB0972
 AB0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0972'2.5 MI S FROM NORIAS.
 AB0972'2.5 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0972'FROM THE STATION AT NORIAS, 86 FEET EAST OF AND ACROSS THE TRACK FROM
 AB0972'MILEPOST 65, 43.5 FEET EAST OF THE EAST RAIL, 70 FEET WEST OF THE
 AB0972'CENTER LINE OF U.S. HIGHWAY 77, 2 FEET NORTH OF A WITNESS POST, SET IN
 AB0972'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AB0972'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0972
 AB0972                          STATION RECOVERY (1981)
 AB0972
 AB0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0972'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB0972'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 25.4 KM (15.8 MI) NORTH
 AB0972'ALONG U.S. HIGHWAY 77, 26.2 METERS (86.0 FT) EAST OF AND ACROSS THE
 AB0972'TRACKS FROM MILEPOST NUMBER 65, 21.3 METERS (70.0 FT) WEST OF THE
 AB0972'CENTERLINE OF U.S. HIGHWAY 77, AND 13.2 METERS (43.5 FT) EAST OF THE
 AB0972'EAST RAIL OF THE MISSOUR PACIFIC RAILROAD.
 AB0972'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 AB0972'THE MARK IS 0.3 M BELOW HIGHWAY.
 AB0972
 AB0972                          STATION RECOVERY (1987)
 AB0972
 AB0972'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0972'RECOVERED IN GOOD CONDITION.
 AB0972
 AB0972                          STATION RECOVERY (1988)
 AB0972
 AB0972'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0972'RECOVERED IN GOOD CONDITION.
 AB0972
 AB0972                          STATION RECOVERY (1988)
 AB0972
 AB0972'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1175 ***********************************************************************
 AB1175  DESIGNATION -  Z 653
 AB1175  PID         -  AB1175
 AB1175  STATE/COUNTY-  TX/WILLACY
 AB1175  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1175
 AB1175                         *CURRENT SURVEY CONTROL
 AB1175  ___________________________________________________________________
 AB1175* NAD 83(1986)-  26 31 56.     (N)    097 57 13.     (W)     SCALED    
 AB1175* NAVD 88     -        14.543  (meters)      47.71   (feet)  ADJUSTED  
 AB1175  ___________________________________________________________________
 AB1175  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AB1175  DYNAMIC HT  -          14.519 (meters)      47.63  (feet)  COMP
 AB1175  MODELED GRAV-     979,043.4   (mgal)                       NAVD 88
 AB1175
 AB1175  VERT ORDER  -  SECOND    CLASS 0
 AB1175
 AB1175.The horizontal coordinates were scaled from a topographic map and have
 AB1175.an estimated accuracy of +/- 6 seconds.
 AB1175
 AB1175.The orthometric height was determined by differential leveling
 AB1175.and adjusted by the National Geodetic Survey in June 1991..
 AB1175
 AB1175.The geoid height was determined by GEOID03.
 AB1175
 AB1175.The dynamic height is computed by dividing the NAVD 88
 AB1175.geopotential number by the normal gravity value computed on the
 AB1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1175.degrees latitude (g = 980.6199 gals.).
 AB1175
 AB1175.The modeled gravity was interpolated from observed gravity values.
 AB1175
 AB1175;                    North         East    Units  Estimated Accuracy
 AB1175;SPC TX S     - 5,096,020.      354,450.      MT  (+/- 180 meters Scaled)
 AB1175
 AB1175                          SUPERSEDED SURVEY CONTROL
 AB1175
 AB1175  NGVD 29 (??/??/92)   14.634  (m)           48.01   (f) ADJ UNCH    2 0
 AB1175
 AB1175.Superseded values are not recommended for survey control.
 AB1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1175.See file dsdata.txt to determine how the superseded data were derived.
 AB1175
 AB1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ042350(NAD 83)
 AB1175_MARKER: DB = BENCH MARK DISK
 AB1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1175_STAMPING: Z 653 1942
 AB1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1175+STABILITY: SURFACE MOTION
 AB1175
 AB1175  HISTORY     - Date     Condition        Report By
 AB1175  HISTORY     - 1942     MONUMENTED       CGS
 AB1175
 AB1175                          STATION DESCRIPTION
 AB1175
 AB1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1175'14.0 MI NW FROM RAYMONDVILLE.
 AB1175'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE--
 AB1175'PROCEED 10.5 MILES WESTERLY ALONG STATE HIGHWAY NO. 186, THENCE GO 3.0
 AB1175'MILES NORTHERLY ALONG GRADED DIRT ROAD, THENCE GO 0.5 MILE WESTERLY TO
 AB1175'SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE EAST OF A SMALL FRAME
 AB1175'RANCH HOUSE, 34.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AB1175'CENTERLINE OF THE ROAD, 12.4 FEET NORTH OF ROAD FENCE, AND 3.0 FEET
 AB1175'EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0436 ***********************************************************************
 AE0436  DESIGNATION -  Z 654
 AE0436  PID         -  AE0436
 AE0436  STATE/COUNTY-  TX/HIDALGO
 AE0436  USGS QUAD   -  EDINBURG (1983)
 AE0436
 AE0436                         *CURRENT SURVEY CONTROL
 AE0436  ___________________________________________________________________
 AE0436* NAD 83(1986)-  26 18 34.     (N)    098 08 40.     (W)     SCALED    
 AE0436* NAVD 88     -        30.509  (meters)     100.09   (feet)  ADJUSTED  
 AE0436  ___________________________________________________________________
 AE0436  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE0436  DYNAMIC HT  -          30.460 (meters)      99.93  (feet)  COMP
 AE0436  MODELED GRAV-     979,015.4   (mgal)                       NAVD 88
 AE0436
 AE0436  VERT ORDER  -  SECOND    CLASS 0
 AE0436
 AE0436.The horizontal coordinates were scaled from a topographic map and have
 AE0436.an estimated accuracy of +/- 6 seconds.
 AE0436
 AE0436.The orthometric height was determined by differential leveling
 AE0436.and adjusted by the National Geodetic Survey in June 1991..
 AE0436
 AE0436.The geoid height was determined by GEOID03.
 AE0436
 AE0436.The dynamic height is computed by dividing the NAVD 88
 AE0436.geopotential number by the normal gravity value computed on the
 AE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0436.degrees latitude (g = 980.6199 gals.).
 AE0436
 AE0436.The modeled gravity was interpolated from observed gravity values.
 AE0436
 AE0436;                    North         East    Units  Estimated Accuracy
 AE0436;SPC TX S     - 5,071,270.      335,500.      MT  (+/- 180 meters Scaled)
 AE0436
 AE0436                          SUPERSEDED SURVEY CONTROL
 AE0436
 AE0436  NGVD 29 (??/??/92)   30.62   (m)          100.5    (f) COMPUTED    2 0
 AE0436
 AE0436.Superseded values are not recommended for survey control.
 AE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0436.See file dsdata.txt to determine how the superseded data were derived.
 AE0436
 AE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ853102(NAD 83)
 AE0436_MARKER: DB = BENCH MARK DISK
 AE0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0436_SP_SET: CULVERT
 AE0436_STAMPING: Z 654 1942
 AE0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE0436+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 AE0436
 AE0436  HISTORY     - Date     Condition        Report By
 AE0436  HISTORY     - 1942     MONUMENTED       CGS
 AE0436  HISTORY     - 20040320 GOOD             USPSQD
 AE0436
 AE0436                          STATION DESCRIPTION
 AE0436
 AE0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0436'1.7 MI NE FROM EDINBURG.
 AE0436'TO REACH FROM THE HIDALGO COUNTY COURTHOUSE AT EDINBURG.  PROCEED 0.7
 AE0436'MILE NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO SOUTHERN PACIFIC RAILROAD
 AE0436'TRACK, THENCE GO 1.0 MILE EASTERLY ALONG TRACK TO SITE OF BENCH MARK.
 AE0436'BENCH MARK IS SET HORIZONTALLY IN THE WEST END OF THE SOUTH HEADWALL
 AE0436'OF A CONCRETE RAILROAD CULVERT.  ABOUT 60.0 FEET WEST OF RAILROAD
 AE0436'CROSSING, 4 POLES EAST AND ACROSS TRACK FROM MILE POST 144.
 AE0436
 AE0436                          STATION RECOVERY (2004)
 AE0436
 AE0436'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLL)
 AE0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0445 ***********************************************************************
 AE0445  DESIGNATION -  Z 655
 AE0445  PID         -  AE0445
 AE0445  STATE/COUNTY-  TX/HIDALGO
 AE0445  USGS QUAD   -  HARGILL (1963)
 AE0445
 AE0445                         *CURRENT SURVEY CONTROL
 AE0445  ___________________________________________________________________
 AE0445* NAD 83(1986)-  26 24 18.     (N)    098 06 11.     (W)     SCALED    
 AE0445* NAVD 88     -        30.941  (meters)     101.51   (feet)  ADJUSTED  
 AE0445  ___________________________________________________________________
 AE0445  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0445  DYNAMIC HT  -          30.890 (meters)     101.34  (feet)  COMP
 AE0445  MODELED GRAV-     979,027.5   (mgal)                       NAVD 88
 AE0445
 AE0445  VERT ORDER  -  SECOND    CLASS 0
 AE0445
 AE0445.The horizontal coordinates were scaled from a topographic map and have
 AE0445.an estimated accuracy of +/- 6 seconds.
 AE0445
 AE0445.The orthometric height was determined by differential leveling
 AE0445.and adjusted by the National Geodetic Survey in June 1991..
 AE0445
 AE0445.The geoid height was determined by GEOID03.
 AE0445
 AE0445.The dynamic height is computed by dividing the NAVD 88
 AE0445.geopotential number by the normal gravity value computed on the
 AE0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0445.degrees latitude (g = 980.6199 gals.).
 AE0445
 AE0445.The modeled gravity was interpolated from observed gravity values.
 AE0445
 AE0445;                    North         East    Units  Estimated Accuracy
 AE0445;SPC TX S     - 5,081,870.      339,600.      MT  (+/- 180 meters Scaled)
 AE0445
 AE0445                          SUPERSEDED SURVEY CONTROL
 AE0445
 AE0445  NGVD 29 (??/??/92)   31.05   (m)          101.9    (f) COMPUTED    2 0
 AE0445
 AE0445.Superseded values are not recommended for survey control.
 AE0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0445.See file dsdata.txt to determine how the superseded data were derived.
 AE0445
 AE0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ894208(NAD 83)
 AE0445_MARKER: DB = BENCH MARK DISK
 AE0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0445_STAMPING: Z 655 1942
 AE0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0445+STABILITY: SURFACE MOTION
 AE0445
 AE0445  HISTORY     - Date     Condition        Report By
 AE0445  HISTORY     - 1942     MONUMENTED       CGS
 AE0445  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0445
 AE0445                          STATION DESCRIPTION
 AE0445
 AE0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0445'11.3 MI NE FROM EDINBURG.
 AE0445'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0445'9. MILES ALONG U.S. HIGHWAY NO. 281, THENCE EASTERLY 2.3 MILES ALONG
 AE0445'DIRT ROAD PAST GULF STATES RECYCLING COMPANY (SAN SALVADOR PLANT) TO
 AE0445'THE SITE OF THE BENCH MARK.  BENCH MARK IS AT NORTH END OF A
 AE0445'CULTIVATED FIELD AND ABOUT 2 MILE EAST OF WINDMILL.  IT IS 51.5 FEET
 AE0445'SOUTHWEST OF TELEPHONE POLE, 2 FEET NORTH OF ROAD FENCE AND 32 FEET
 AE0445'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF ROAD AND 3
 AE0445'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AE0445'FOOT.
 AE0445
 AE0445                          STATION RECOVERY (1962)
 AE0445
 AE0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0340 ***********************************************************************
 AE0340  DESIGNATION -  Z 656
 AE0340  PID         -  AE0340
 AE0340  STATE/COUNTY-  TX/HIDALGO
 AE0340  USGS QUAD   -  DONNA (1983)
 AE0340
 AE0340                         *CURRENT SURVEY CONTROL
 AE0340  ___________________________________________________________________
 AE0340* NAD 83(1986)-  26 10 53.     (N)    098 06 32.     (W)     SCALED    
 AE0340* NAVD 88     -        28.632  (meters)      93.94   (feet)  ADJUSTED  
 AE0340  ___________________________________________________________________
 AE0340  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AE0340  DYNAMIC HT  -          28.585 (meters)      93.78  (feet)  COMP
 AE0340  MODELED GRAV-     978,999.1   (mgal)                       NAVD 88
 AE0340
 AE0340  VERT ORDER  -  FIRST     CLASS II
 AE0340
 AE0340.The horizontal coordinates were scaled from a topographic map and have
 AE0340.an estimated accuracy of +/- 6 seconds.
 AE0340
 AE0340.The orthometric height was determined by differential leveling
 AE0340.and adjusted by the National Geodetic Survey in June 1991..
 AE0340
 AE0340.The geoid height was determined by GEOID03.
 AE0340
 AE0340.The dynamic height is computed by dividing the NAVD 88
 AE0340.geopotential number by the normal gravity value computed on the
 AE0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0340.degrees latitude (g = 980.6199 gals.).
 AE0340
 AE0340.The modeled gravity was interpolated from observed gravity values.
 AE0340
 AE0340;                    North         East    Units  Estimated Accuracy
 AE0340;SPC TX S     - 5,057,090.      339,100.      MT  (+/- 180 meters Scaled)
 AE0340
 AE0340                          SUPERSEDED SURVEY CONTROL
 AE0340
 AE0340  NGVD 29 (??/??/92)   28.751  (m)           94.33   (f) ADJ UNCH    1 2
 AE0340
 AE0340.Superseded values are not recommended for survey control.
 AE0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0340.See file dsdata.txt to determine how the superseded data were derived.
 AE0340
 AE0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP890960(NAD 83)
 AE0340_MARKER: DB = BENCH MARK DISK
 AE0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0340_STAMPING: Z 656 1942
 AE0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0340+STABILITY: SURFACE MOTION
 AE0340
 AE0340  HISTORY     - Date     Condition        Report By
 AE0340  HISTORY     - 1942     MONUMENTED       CGS
 AE0340  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0340  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0340
 AE0340                          STATION DESCRIPTION
 AE0340
 AE0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0340'0.6 MI E FROM ALAMO.
 AE0340'BENCH MARK IS IN LINE WITH ROW OF TELEPHONE POLES AND ABOUT 250. FEET
 AE0340'WEST OF MILE POST A26.  IT IS 30. FEET NORTH OF AND ABOUT 1. FOOT
 AE0340'BELOW THE CENTER LINE OF PAVEMENT, 42. FEET SOUTH OF R.R. TRACK AND 3.
 AE0340'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AE0340'FOOT.  NOTE-- TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 AE0340'ALAMO-- PROCEED EASTERLY 0.6 MILE ALONG U.S. HIGHWAY NO. 281 TO THE
 AE0340'SITE OF THE BENCH MARK.
 AE0340
 AE0340                          STATION RECOVERY (1962)
 AE0340
 AE0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0340'MARK NOT FOUND.
 AE0340
 AE0340                          STATION RECOVERY (1987)
 AE0340
 AE0340'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0342 ***********************************************************************
 AE0342  DESIGNATION -  Z 658
 AE0342  PID         -  AE0342
 AE0342  STATE/COUNTY-  TX/HIDALGO
 AE0342  USGS QUAD   -  PHARR (1983)
 AE0342
 AE0342                         *CURRENT SURVEY CONTROL
 AE0342  ___________________________________________________________________
 AE0342* NAD 83(1986)-  26 11 06.     (N)    098 07 42.     (W)     SCALED    
 AE0342* NAVD 88     -        30.009  (meters)      98.45   (feet)  ADJUSTED  
 AE0342  ___________________________________________________________________
 AE0342  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AE0342  DYNAMIC HT  -          29.960 (meters)      98.29  (feet)  COMP
 AE0342  MODELED GRAV-     978,998.3   (mgal)                       NAVD 88
 AE0342
 AE0342  VERT ORDER  -  FIRST     CLASS II
 AE0342
 AE0342.The horizontal coordinates were scaled from a topographic map and have
 AE0342.an estimated accuracy of +/- 6 seconds.
 AE0342
 AE0342.The orthometric height was determined by differential leveling
 AE0342.and adjusted by the National Geodetic Survey in June 1991..
 AE0342
 AE0342.The geoid height was determined by GEOID03.
 AE0342
 AE0342.The dynamic height is computed by dividing the NAVD 88
 AE0342.geopotential number by the normal gravity value computed on the
 AE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0342.degrees latitude (g = 980.6199 gals.).
 AE0342
 AE0342.The modeled gravity was interpolated from observed gravity values.
 AE0342
 AE0342;                    North         East    Units  Estimated Accuracy
 AE0342;SPC TX S     - 5,057,480.      337,150.      MT  (+/- 180 meters Scaled)
 AE0342
 AE0342                          SUPERSEDED SURVEY CONTROL
 AE0342
 AE0342  NGVD 29 (??/??/92)   30.129  (m)           98.85   (f) ADJ UNCH    1 2
 AE0342
 AE0342.Superseded values are not recommended for survey control.
 AE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0342.See file dsdata.txt to determine how the superseded data were derived.
 AE0342
 AE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP870964(NAD 83)
 AE0342_MARKER: DB = BENCH MARK DISK
 AE0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0342_STAMPING: Z 658 1942
 AE0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0342+STABILITY: SURFACE MOTION
 AE0342
 AE0342  HISTORY     - Date     Condition        Report By
 AE0342  HISTORY     - 1942     MONUMENTED       CGS
 AE0342  HISTORY     - 1963     MARK NOT FOUND   USGS
 AE0342  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0342
 AE0342                          STATION DESCRIPTION
 AE0342
 AE0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0342'0.6 MI W FROM ALAMO.
 AE0342'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ALAMO-- PROCEED
 AE0342'WESTERLY 0.6 MILE ALONG U.S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH
 AE0342'MARK.  BENCH MARK IS IN LINE WITH ROW OF TELEGRAPH POLES AND ABOUT
 AE0342'900. FEET WEST OF MILE POST A27.  IT IS 40. FEET NORTH OF AND ABOUT
 AE0342'1.2 FEET BELOW THE CENTER LINE OF R.R. TRACK AND 3. FEET EAST OF A
 AE0342'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0342
 AE0342                          STATION RECOVERY (1963)
 AE0342
 AE0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AE0342'0.3 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AE0342'ALAMO, HILDAGO COUNTY, 200 FEET WEST OF A GRADE CROSSING, 40.0 FEET
 AE0342'NORTH OF AND 1.5 FEET BELOW THE CENTERLINE OF THE TRACKS, IN LINE
 AE0342'WITH A TELEGRAPH LINE, 3.0 FEET EAST OF A 4 X 4 INCH WOODEN MARKER
 AE0342'POST, AND SET IN A CONCRETE POST PROJECTING 0.5 FOOT.
 AE0342
 AE0342                          STATION RECOVERY (1987)
 AE0342
 AE0342'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2902 ***********************************************************************
 AW2902  DESIGNATION -  Z 660 RESET 1959
 AW2902  PID         -  AW2902
 AW2902  STATE/COUNTY-  TX/CHAMBERS
 AW2902  USGS QUAD   -  MONT BELVIEU (1994)
 AW2902
 AW2902                         *CURRENT SURVEY CONTROL
 AW2902  ___________________________________________________________________
 AW2902* NAD 83(1986)-  29 51 18.     (N)    094 54 57.     (W)     SCALED    
 AW2902* NAVD 88     -        12.22   (+/-2cm)      40.1    (feet)  VERTCON   
 AW2902  ___________________________________________________________________
 AW2902  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW2902
 AW2902  VERT ORDER  -  THIRD (See Below)
 AW2902
 AW2902.The horizontal coordinates were scaled from a topographic map and have
 AW2902.an estimated accuracy of +/- 6 seconds.
 AW2902
 AW2902.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2902.The vertical order pertains to the NGVD 29 superseded value.
 AW2902
 AW2902.The geoid height was determined by GEOID03.
 AW2902
 AW2902;                    North         East    Units  Estimated Accuracy
 AW2902;SPC TXSC     - 4,230,950.      994,520.      MT  (+/- 180 meters Scaled)
 AW2902
 AW2902                          SUPERSEDED SURVEY CONTROL
 AW2902
 AW2902  NGVD 29 (??/??/??)   12.22   (m)           40.1    (f) RESET       3  
 AW2902
 AW2902.Superseded values are not recommended for survey control.
 AW2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2902.See file dsdata.txt to determine how the superseded data were derived.
 AW2902
 AW2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP149042(NAD 83)
 AW2902_MARKER: DB = BENCH MARK DISK
 AW2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2902_STAMPING: Z 660 1942 RESET 1959
 AW2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2902+STABILITY: SURFACE MOTION
 AW2902
 AW2902  HISTORY     - Date     Condition        Report By
 AW2902  HISTORY     - 1959     MONUMENTED       CGS
 AW2902  HISTORY     - 1963     GOOD             NGS
 AW2902  HISTORY     - 1964     GOOD             NGS
 AW2902  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2902  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2902  HISTORY     - 20031230 MARK NOT FOUND   USPSQD
 AW2902
 AW2902                          STATION DESCRIPTION
 AW2902
 AW2902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW2902'1.8 MI W FROM MONT BELVIEU.
 AW2902'ABOUT 0.45 MILE NORTHWEST ALONG LOOP 207 FROM THE METHODIST CHURCH AT
 AW2902'MONT BELVIEU, THENCE 1.35 MILES WEST ALONG FARM ROAD 1942, 41 FEET
 AW2902'NORTH OF THE CENTER LINE OF THE ROAD, 74 FEET NORTHEAST OF THE CENTER
 AW2902'OF THE JUNCTION OF A SHELL ROAD, 60 FEET EAST OF THE CENTER LINE OF
 AW2902'THE SHELL ROAD, 19 FEET EAST OF A POWER POLE, 18 FEET EAST OF A FENCE
 AW2902'CORNER, 1 FOOT SOUTH OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS
 AW2902'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 AW2902
 AW2902                          STATION RECOVERY (1964)
 AW2902
 AW2902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2902'RECOVERED IN GOOD CONDITION.
 AW2902
 AW2902                          STATION RECOVERY (1978)
 AW2902
 AW2902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2902'NOT RECOVERED.
 AW2902
 AW2902                          STATION RECOVERY (1997)
 AW2902
 AW2902'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2902'MARK NOT FOUND.
 AW2902
 AW2902                          STATION RECOVERY (2003)
 AW2902
 AW2902'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1223 ***********************************************************************
 BL1223  DESIGNATION -  Z 662
 BL1223  PID         -  BL1223
 BL1223  STATE/COUNTY-  TX/HARRIS
 BL1223  USGS QUAD   -  MAEDAN (1982)
 BL1223
 BL1223                         *CURRENT SURVEY CONTROL
 BL1223  ___________________________________________________________________
 BL1223* NAD 83(1986)-  30 00 05.     (N)    095 18 13.     (W)     SCALED    
 BL1223* NAVD 88     -        28.07   (+/-2cm)      92.1    (feet)  VERTCON   
 BL1223  ___________________________________________________________________
 BL1223  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1223  OBS GRAVITY -     979,301.8   (mgal)                       GRAV_OBS
 BL1223
 BL1223  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1223
 BL1223.The horizontal coordinates were scaled from a topographic map and have
 BL1223.an estimated accuracy of +/- 6 seconds.
 BL1223
 BL1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1223.The vertical order pertains to the NGVD 29 superseded value.
 BL1223
 BL1223.The geoid height was determined by GEOID03.
 BL1223.The observed gravity was obtained from relative gravimeter ties
 BL1223.to the IGSN71 gravity network.
 BL1223
 BL1223;                    North         East    Units  Estimated Accuracy
 BL1223;SPC TXSC     - 4,245,920.      956,560.      MT  (+/- 180 meters Scaled)
 BL1223
 BL1223                          SUPERSEDED SURVEY CONTROL
 BL1223
 BL1223  NGVD 29 (??/??/92)   28.064  (m)           92.07   (f) ADJ UNCH    1 2
 BL1223
 BL1223.Superseded values are not recommended for survey control.
 BL1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1223.See file dsdata.txt to determine how the superseded data were derived.
 BL1223
 BL1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP777211(NAD 83)
 BL1223_MARKER: DB = BENCH MARK DISK
 BL1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1223_SP_SET: CULVERT
 BL1223_STAMPING: Z 662 1942
 BL1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1223
 BL1223  HISTORY     - Date     Condition        Report By
 BL1223  HISTORY     - 1942     MONUMENTED       CGS
 BL1223  HISTORY     - 1973     GOOD             NGS
 BL1223  HISTORY     - 1977     GOOD             NGS
 BL1223  HISTORY     - 1978     GOOD             NGS
 BL1223  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1223  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 BL1223
 BL1223                          STATION DESCRIPTION
 BL1223
 BL1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1223'IN HUMBLE.
 BL1223'ABOUT 2.1 MILES WEST ALONG HIGHWAY FM 1960 FROM THE HIGHWAY 59
 BL1223'OVERPASS OVER FM 1960 AT HUMBLE, SET IN THE WEST END OF THE NORTH
 BL1223'HEADWALL OF A 4 X 5 FT. BOX CULVERT, 15 FEET NORTH OF THE CENTER LINE
 BL1223'OF FM 1960, 1 FOOT EAST OF THE WEST END OF THE HEADWALL, 85 FEET WEST
 BL1223'OF THE CENTER LINE OF A DIRT ROAD LEADING TO THE NORTH, ON THE INSIDE
 BL1223'(NORTH) OF A CURVE IN THE HIGHWAY WHOSE TANGENTS ARE EXTENDED TO THE
 BL1223'EAST AND NORTHWEST.  A STANDARD DISK ABOUT 1 FOOT ABOVE THE LEVEL OF
 BL1223'THE HIGHWAY AND SET IN A CONCRETE CULVERT.
 BL1223
 BL1223                          STATION RECOVERY (1977)
 BL1223
 BL1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BL1223'RECOVERED IN GOOD CONDITION.
 BL1223
 BL1223                          STATION RECOVERY (1978)
 BL1223
 BL1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1223'RECOVERED IN GOOD CONDITION.
 BL1223
 BL1223                          STATION RECOVERY (1987)
 BL1223
 BL1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1223'THERE IS A NEW CULVERT AT THIS LOCATION.
 BL1223
 BL1223                          STATION RECOVERY (1996)
 BL1223
 BL1223'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3108 ***********************************************************************
 AW3108  DESIGNATION -  Z 663 RESET 1953
 AW3108  PID         -  AW3108
 AW3108  STATE/COUNTY-  TX/LIBERTY
 AW3108  USGS QUAD   -  SHILOH (1993)
 AW3108
 AW3108                         *CURRENT SURVEY CONTROL
 AW3108  ___________________________________________________________________
 AW3108* NAD 83(1986)-  29 57 47.     (N)    094 40 55.     (W)     SCALED    
 AW3108* NAVD 88     -        13.64   (+/-2cm)      44.8    (feet)  VERTCON   
 AW3108  ___________________________________________________________________
 AW3108  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW3108
 AW3108  VERT ORDER  -  THIRD (See Below)
 AW3108
 AW3108.The horizontal coordinates were scaled from a topographic map and have
 AW3108.an estimated accuracy of +/- 6 seconds.
 AW3108
 AW3108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3108.The vertical order pertains to the NGVD 29 superseded value.
 AW3108
 AW3108.The geoid height was determined by GEOID03.
 AW3108
 AW3108;                    North         East    Units  Estimated Accuracy
 AW3108;SPC TX C     - 3,046,710.    1,245,270.      MT  (+/- 180 meters Scaled)
 AW3108
 AW3108                          SUPERSEDED SURVEY CONTROL
 AW3108
 AW3108  NGVD 29 (??/??/??)   13.64   (m)           44.8    (f) RESET       3  
 AW3108
 AW3108.Superseded values are not recommended for survey control.
 AW3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3108.See file dsdata.txt to determine how the superseded data were derived.
 AW3108
 AW3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP377158(NAD 83)
 AW3108_MARKER: DB = BENCH MARK DISK
 AW3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3108_STAMPING: Z 663 1942 RESET 1953
 AW3108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3108+STABILITY: SURFACE MOTION
 AW3108
 AW3108  HISTORY     - Date     Condition        Report By
 AW3108  HISTORY     - 1953     MONUMENTED       CGS
 AW3108  HISTORY     - 1959     GOOD             NGS
 AW3108  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 AW3108
 AW3108                          STATION DESCRIPTION
 AW3108
 AW3108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3108'5.95 MI S FROM RAYWOOD.
 AW3108'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE RICE GROWERS
 AW3108'CONCRETE ELEVATOR AT RAYWOOD, THENCE ABOUT 5.8 MILES SOUTH ALONG FARM
 AW3108'ROAD 770, ABOUT 0.1 MILE NORTH OF A SMALL GROVE OF TALL TREES, 42 1/2
 AW3108'FEET WEST OF THE CENTERLINE OF THE ROAD, 13 FEET SOUTH OF THE EXTENDED
 AW3108'CENTER LINE OF A FIELD ROAD AND A GATE ON THE EAST SIDE OF THE ROAD, 1
 AW3108'1/2 FEET WEST OF A FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 AW3108'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW3108
 AW3108                          STATION RECOVERY (2004)
 AW3108
 AW3108'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2876 ***********************************************************************
 AW2876  DESIGNATION -  Z 664
 AW2876  PID         -  AW2876
 AW2876  STATE/COUNTY-  TX/LIBERTY
 AW2876  USGS QUAD   -  MOSS BLUFF (1993)
 AW2876
 AW2876                         *CURRENT SURVEY CONTROL
 AW2876  ___________________________________________________________________
 AW2876* NAD 83(1986)-  29 59 09.     (N)    094 51 24.     (W)     SCALED    
 AW2876* NAVD 88     -        18.50   (+/-2cm)      60.7    (feet)  VERTCON   
 AW2876  ___________________________________________________________________
 AW2876  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2876
 AW2876  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2876
 AW2876.The horizontal coordinates were scaled from a topographic map and have
 AW2876.an estimated accuracy of +/- 6 seconds.
 AW2876
 AW2876.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2876.The vertical order pertains to the NGVD 29 superseded value.
 AW2876
 AW2876.The geoid height was determined by GEOID03.
 AW2876
 AW2876;                    North         East    Units  Estimated Accuracy
 AW2876;SPC TX C     - 3,048,390.    1,228,310.      MT  (+/- 180 meters Scaled)
 AW2876
 AW2876                          SUPERSEDED SURVEY CONTROL
 AW2876
 AW2876  NGVD 29 (??/??/92)   18.501  (m)           60.70   (f) ADJ UNCH    1 2
 AW2876
 AW2876.Superseded values are not recommended for survey control.
 AW2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2876.See file dsdata.txt to determine how the superseded data were derived.
 AW2876
 AW2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP208186(NAD 83)
 AW2876_MARKER: DB = BENCH MARK DISK
 AW2876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2876_SP_SET: CULVERT
 AW2876_STAMPING: Z 664 1942
 AW2876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2876
 AW2876  HISTORY     - Date     Condition        Report By
 AW2876  HISTORY     - 1942     MONUMENTED       CGS
 AW2876  HISTORY     - 1959     GOOD             NGS
 AW2876  HISTORY     - 1964     GOOD             NGS
 AW2876  HISTORY     - 1989     GOOD             USPSQD
 AW2876  HISTORY     - 20040315 GOOD             USPSQD
 AW2876
 AW2876                          STATION DESCRIPTION
 AW2876
 AW2876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2876'4.9 MI SE FROM DAYTON.
 AW2876'ABOUT 0.15 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE DAYTON HIGH
 AW2876'SCHOOL AT DAYTON, THENCE ABOUT 4.75 MILES SOUTHEAST ALONG FARM ROAD
 AW2876'1409, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A
 AW2876'4 CHANNEL CONCRETE CULVERT, ABOUT 0.1 MILE NORTHWEST OF A FARM HOUSE,
 AW2876'15 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 INCHES
 AW2876'ABOVE THE LEVEL OF THE ROAD.
 AW2876
 AW2876                          STATION RECOVERY (1964)
 AW2876
 AW2876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2876'RECOVERED IN GOOD CONDITION.
 AW2876
 AW2876                          STATION RECOVERY (1989)
 AW2876
 AW2876'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW2876'RECOVERED IN GOOD CONDITION.
 AW2876
 AW2876                          STATION RECOVERY (2004)
 AW2876
 AW2876'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0765 ***********************************************************************
 AW0765  DESIGNATION -  Z 665 RESET 1954
 AW0765  PID         -  AW0765
 AW0765  STATE/COUNTY-  TX/LIBERTY
 AW0765  USGS QUAD   -  SHEEKS (1993)
 AW0765
 AW0765                         *CURRENT SURVEY CONTROL
 AW0765  ___________________________________________________________________
 AW0765* NAD 83(1986)-  29 57 27.     (N)    094 57 10.     (W)     SCALED    
 AW0765* NAVD 88     -        17.57   (+/-2cm)      57.6    (feet)  VERTCON   
 AW0765  ___________________________________________________________________
 AW0765  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW0765
 AW0765  VERT ORDER  -  THIRD (See Below)
 AW0765
 AW0765.The horizontal coordinates were scaled from a topographic map and have
 AW0765.an estimated accuracy of +/- 6 seconds.
 AW0765
 AW0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0765.The vertical order pertains to the NGVD 29 superseded value.
 AW0765
 AW0765.The geoid height was determined by GEOID03.
 AW0765
 AW0765;                    North         East    Units  Estimated Accuracy
 AW0765;SPC TX C     - 3,044,800.    1,219,190.      MT  (+/- 180 meters Scaled)
 AW0765
 AW0765                          SUPERSEDED SURVEY CONTROL
 AW0765
 AW0765  NGVD 29 (??/??/??)   17.57   (m)           57.6    (f) RESET       3  
 AW0765
 AW0765.Superseded values are not recommended for survey control.
 AW0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0765.See file dsdata.txt to determine how the superseded data were derived.
 AW0765
 AW0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP115156(NAD 83)
 AW0765_MARKER: DB = BENCH MARK DISK
 AW0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0765_STAMPING: Z 665 1942 RESET 1954
 AW0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0765+STABILITY: SURFACE MOTION
 AW0765
 AW0765  HISTORY     - Date     Condition        Report By
 AW0765  HISTORY     - 1954     MONUMENTED       CGS
 AW0765  HISTORY     - 1959     GOOD             NGS
 AW0765  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0765  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0765  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0765
 AW0765                          STATION DESCRIPTION
 AW0765
 AW0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW0765'8.3 MI SW FROM DAYTON.
 AW0765'6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE WILSON JUNIOR HIGH
 AW0765'SCHOOL AT DAYTON, THENCE 2.3 MILES SOUTH ALONG FARM ROAD 1413, 99 FEET
 AW0765'EAST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 56.5 FEET SOUTH
 AW0765'OF THE CENTER LINE OF THE FARM ROAD, 1.5 FEET SOUTH OF A WITNESS POST,
 AW0765'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 AW0765'GROUND.
 AW0765
 AW0765                          STATION RECOVERY (1959)
 AW0765
 AW0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW0765'RECOVERED IN GOOD CONDITION.
 AW0765
 AW0765                          STATION RECOVERY (1978)
 AW0765
 AW0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0765'NOT RECOVERED.
 AW0765
 AW0765                          STATION RECOVERY (1989)
 AW0765
 AW0765'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0765'MARK NOT FOUND.
 AW0765
 AW0765                          STATION RECOVERY (2004)
 AW0765
 AW0765'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3416 ***********************************************************************
 AW3416  DESIGNATION -  Z 666
 AW3416  PID         -  AW3416
 AW3416  STATE/COUNTY-  TX/HARRIS
 AW3416  USGS QUAD   -  HUMBLE (1995)
 AW3416
 AW3416                         *CURRENT SURVEY CONTROL
 AW3416  ___________________________________________________________________
 AW3416* NAD 83(1986)-  29 56 00.     (N)    095 21 15.     (W)     SCALED    
 AW3416* NAVD 88     -        23.76   (+/-2cm)      78.0    (feet)  VERTCON   
 AW3416  ___________________________________________________________________
 AW3416  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW3416
 AW3416  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3416
 AW3416.The horizontal coordinates were scaled from a topographic map and have
 AW3416.an estimated accuracy of +/- 6 seconds.
 AW3416
 AW3416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3416.The vertical order pertains to the NGVD 29 superseded value.
 AW3416
 AW3416.The geoid height was determined by GEOID03.
 AW3416
 AW3416;                    North         East    Units  Estimated Accuracy
 AW3416;SPC TXSC     - 4,238,230.      951,920.      MT  (+/- 180 meters Scaled)
 AW3416
 AW3416                          SUPERSEDED SURVEY CONTROL
 AW3416
 AW3416  NGVD 29 (??/??/92)   23.76   (m)           78.0    (f) COMPUTED    1 2
 AW3416
 AW3416.Superseded values are not recommended for survey control.
 AW3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3416.See file dsdata.txt to determine how the superseded data were derived.
 AW3416
 AW3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP727137(NAD 83)
 AW3416_MARKER: DB = BENCH MARK DISK
 AW3416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3416_SP_SET: FOUNDATION
 AW3416_STAMPING: Z 666 1942
 AW3416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3416+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW3416
 AW3416  HISTORY     - Date     Condition        Report By
 AW3416  HISTORY     - 1942     MONUMENTED       CGS
 AW3416  HISTORY     - 1954     GOOD             NGS
 AW3416  HISTORY     - 20051015 GOOD             USPSQD
 AW3416
 AW3416                          STATION DESCRIPTION
 AW3416
 AW3416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3416'0.1 MI S FROM ALDINE.
 AW3416'0.1 MILE SOUTH ALONG FARM ROAD 525 FROM THE NEW SENIOR HIGH SCHOOL AT
 AW3416'ALDINE, AT THE MARS HIGH SCHOOL, 105 FEET WEST OF THE CENTER LINE OF
 AW3416'THE FARM ROAD, 1 FOOT ABOVE THE GROUND, SET VERTICALLY IN THE
 AW3416'FOUNDATION OF THE WEST SIDE OF THE SCHOOL BUILDING, 1.3 FEET SOUTH OF
 AW3416'THE NORTHWEST CORNER OF THE BUILDING.
 AW3416
 AW3416                          STATION RECOVERY (2005)
 AW3416
 AW3416'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3416'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2055 ***********************************************************************
 AW2055  DESIGNATION -  Z 668
 AW2055  PID         -  AW2055
 AW2055  STATE/COUNTY-  TX/HARRIS
 AW2055  USGS QUAD   -  PEARLAND (1995)
 AW2055
 AW2055                         *CURRENT SURVEY CONTROL
 AW2055  ___________________________________________________________________
 AW2055* NAD 83(1986)-  29 37 15.     (N)    095 19 08.     (W)     SCALED    
 AW2055* NAVD 88     -        15.257  (meters)      50.06   (feet)  ADJUSTED  
 AW2055  ___________________________________________________________________
 AW2055  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2055  DYNAMIC HT  -          15.236 (meters)      49.99  (feet)  COMP
 AW2055  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AW2055
 AW2055  VERT ORDER  -  FIRST     CLASS II
 AW2055
 AW2055.The horizontal coordinates were scaled from a topographic map and have
 AW2055.an estimated accuracy of +/- 6 seconds.
 AW2055
 AW2055.The orthometric height was determined by differential leveling
 AW2055.and adjusted by the National Geodetic Survey in June 1991..
 AW2055
 AW2055.The geoid height was determined by GEOID03.
 AW2055
 AW2055.The dynamic height is computed by dividing the NAVD 88
 AW2055.geopotential number by the normal gravity value computed on the
 AW2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2055.degrees latitude (g = 980.6199 gals.).
 AW2055
 AW2055.The modeled gravity was interpolated from observed gravity values.
 AW2055
 AW2055;                    North         East    Units  Estimated Accuracy
 AW2055;SPC TXSC     - 4,203,710.      956,420.      MT  (+/- 180 meters Scaled)
 AW2055
 AW2055                          SUPERSEDED SURVEY CONTROL
 AW2055
 AW2055  NGVD 29 (12/23/87)   15.253  (m)           50.04   (f) ADJUSTED    1 2
 AW2055
 AW2055.Superseded values are not recommended for survey control.
 AW2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2055.See file dsdata.txt to determine how the superseded data were derived.
 AW2055
 AW2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN754790(NAD 83)
 AW2055_MARKER: DB = BENCH MARK DISK
 AW2055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2055_SP_SET: HEADWALL
 AW2055_STAMPING: Z 668 1942
 AW2055_MARK LOGO: CGS   
 AW2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2055+STABILITY: SURFACE MOTION
 AW2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2055+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2055
 AW2055  HISTORY     - Date     Condition        Report By
 AW2055  HISTORY     - 1942     MONUMENTED       CGS
 AW2055  HISTORY     - 1973     GOOD             NGS
 AW2055  HISTORY     - 1974     GOOD             LOCENG
 AW2055  HISTORY     - 1978     GOOD             NGS
 AW2055  HISTORY     - 1987     GOOD             USPSQD
 AW2055  HISTORY     - 1987     GOOD             NGS
 AW2055  HISTORY     - 1988     GOOD             USPSQD
 AW2055  HISTORY     - 19880120 GOOD             USPSQD
 AW2055  HISTORY     - 1989     GOOD             USPSQD
 AW2055  HISTORY     - 1989     GOOD             USPSQD
 AW2055  HISTORY     - 19900805 GOOD             USPSQD
 AW2055  HISTORY     - 20030812 GOOD             LJA
 AW2055  HISTORY     - 20050217 GOOD             USPSQD
 AW2055
 AW2055                          STATION DESCRIPTION
 AW2055
 AW2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2055'6.7 MI E FROM ALMEDA.
 AW2055'0.55 MILE NORTH ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF ANDERSON
 AW2055'ROAD AT ALMEDA, THENCE 6.15 MILES EAST ALONG ALMEDA-GENOA ROAD, 0.9
 AW2055'WEST OF THE INTERSECTION OF MYKAWA ROAD AT MYKAWA, 0.1 MILE WEST OF
 AW2055'THE JUNCTION OF SOUTH WAYSIDE DRIVE, IN THE TOP AND 1.5 FEET WEST OF
 AW2055'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 3- BY 6-FOOT CONCRETE
 AW2055'BOX CULVERT, 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1
 AW2055'FOOT HIGHER THAN THE ROAD.
 AW2055
 AW2055                          STATION RECOVERY (1974)
 AW2055
 AW2055'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW2055'RECOVERED IN GOOD CONDITION.
 AW2055
 AW2055                          STATION RECOVERY (1978)
 AW2055
 AW2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2055'RECOVERED IN GOOD CONDITION.
 AW2055
 AW2055                          STATION RECOVERY (1987)
 AW2055
 AW2055'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2055'RECOVERED IN GOOD CONDITION.
 AW2055
 AW2055                          STATION RECOVERY (1987)
 AW2055
 AW2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2055'RECOVERED IN GOOD CONDITION.
 AW2055
 AW2055                          STATION RECOVERY (1988)
 AW2055
 AW2055'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2055'RECOVERED IN GOOD CONDITION.
 AW2055
 AW2055                          STATION RECOVERY (1988)
 AW2055
 AW2055'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW2055'RECOVERED IN GOOD CONDITION.
 AW2055
 AW2055                          STATION RECOVERY (1989)
 AW2055
 AW2055'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2055'RECOVERED IN GOOD CONDITION.
 AW2055
 AW2055                          STATION RECOVERY (1989)
 AW2055
 AW2055'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2055'RECOVERED IN GOOD CONDITION.
 AW2055
 AW2055                          STATION RECOVERY (1990)
 AW2055
 AW2055'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2055'RECOVERED IN GOOD CONDITION.
 AW2055
 AW2055                          STATION RECOVERY (2003)
 AW2055
 AW2055'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW2055'RECOVERED IN GOOD CONDITION.
 AW2055
 AW2055                          STATION RECOVERY (2005)
 AW2055
 AW2055'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3278 ***********************************************************************
 AW3278  DESIGNATION -  Z 669
 AW3278  PID         -  AW3278
 AW3278  STATE/COUNTY-  TX/HARRIS
 AW3278  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3278
 AW3278                         *CURRENT SURVEY CONTROL
 AW3278  ___________________________________________________________________
 AW3278* NAD 83(1986)-  29 47 02.     (N)    095 26 19.     (W)     SCALED    
 AW3278* NAVD 88     -        20.60   (+/-2cm)      67.6    (feet)  VERTCON   
 AW3278  ___________________________________________________________________
 AW3278  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW3278
 AW3278  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3278
 AW3278.The horizontal coordinates were scaled from a topographic map and have
 AW3278.an estimated accuracy of +/- 6 seconds.
 AW3278
 AW3278.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3278.The vertical order pertains to the NGVD 29 superseded value.
 AW3278
 AW3278.The geoid height was determined by GEOID03.
 AW3278
 AW3278;                    North         East    Units  Estimated Accuracy
 AW3278;SPC TXSC     - 4,221,420.      944,280.      MT  (+/- 180 meters Scaled)
 AW3278
 AW3278                          SUPERSEDED SURVEY CONTROL
 AW3278
 AW3278  NGVD 29 (??/??/92)   20.595  (m)           67.57   (f) ADJ UNCH    1 2
 AW3278
 AW3278.Superseded values are not recommended for survey control.
 AW3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3278.See file dsdata.txt to determine how the superseded data were derived.
 AW3278
 AW3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN642973(NAD 83)
 AW3278_MARKER: DB = BENCH MARK DISK
 AW3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3278_STAMPING: Z 669 1942
 AW3278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3278+STABILITY: SURFACE MOTION
 AW3278
 AW3278  HISTORY     - Date     Condition        Report By
 AW3278  HISTORY     - 1942     MONUMENTED       CGS
 AW3278  HISTORY     - 19931023 MARK NOT FOUND   USPSQD
 AW3278
 AW3278                          STATION DESCRIPTION
 AW3278
 AW3278'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3278'5.3 MI W FROM HOUSTON.
 AW3278'TO REACH FROM THE COURT HOUSE AT HOUSTON-- PROCEED 5.3 MILES WESTERLY
 AW3278'ALONG U. S. HIGHWAY NO.90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AW3278'0.3 MILE WEST OF MILEPOST 1079, AND ABOUT 210.0 FEET WEST OF A CURVE
 AW3278'IN HIGHWAY.  IT IS 38.4 FEET SOUTH OF AND ABOUT 1.5 FEET BELOW THE
 AW3278'SOUTH RAIL OF THE MISSOURI-KANSAS-TEXAS RAILROAD TRACK, 28.7 FEET
 AW3278'SOUTH OF SEMAPHORE NO.10788, 35.2 FEET NORTH OF AND ABOUT THE SAME
 AW3278'ELEVATION AS THE CENTERLINE OF HIGHWAY, AND 32.5 FEET WEST OF AND IN
 AW3278'LINE WITH A ROW OF TELEGRAPH POLES.  MONUMENT PROJECTS 0.5 FOOT.
 AW3278
 AW3278                          STATION RECOVERY (1993)
 AW3278
 AW3278'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3279 ***********************************************************************
 AW3279  DESIGNATION -  Z 669 RESET 1951
 AW3279  PID         -  AW3279
 AW3279  STATE/COUNTY-  TX/HARRIS
 AW3279  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3279
 AW3279                         *CURRENT SURVEY CONTROL
 AW3279  ___________________________________________________________________
 AW3279* NAD 83(1986)-  29 47 02.     (N)    095 26 19.     (W)     SCALED    
 AW3279* NAVD 88     -        19.78   (+/-2cm)      64.9    (feet)  VERTCON   
 AW3279  ___________________________________________________________________
 AW3279  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW3279
 AW3279  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3279
 AW3279.The horizontal coordinates were scaled from a topographic map and have
 AW3279.an estimated accuracy of +/- 6 seconds.
 AW3279
 AW3279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3279.The vertical order pertains to the NGVD 29 superseded value.
 AW3279
 AW3279.The geoid height was determined by GEOID03.
 AW3279
 AW3279;                    North         East    Units  Estimated Accuracy
 AW3279;SPC TXSC     - 4,221,420.      944,280.      MT  (+/- 180 meters Scaled)
 AW3279
 AW3279                          SUPERSEDED SURVEY CONTROL
 AW3279
 AW3279  NGVD 29 (??/??/92)   19.773  (m)           64.87   (f) ADJ UNCH    1 2
 AW3279
 AW3279.Superseded values are not recommended for survey control.
 AW3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3279.See file dsdata.txt to determine how the superseded data were derived.
 AW3279
 AW3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN642973(NAD 83)
 AW3279_MARKER: DB = BENCH MARK DISK
 AW3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3279_STAMPING: Z 669 1942 RESET 1951
 AW3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3279+STABILITY: SURFACE MOTION
 AW3279
 AW3279  HISTORY     - Date     Condition        Report By
 AW3279  HISTORY     - 1951     MONUMENTED       CGS
 AW3279  HISTORY     - 1959     GOOD             NGS
 AW3279  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3279  HISTORY     - 19931023 MARK NOT FOUND   USPSQD
 AW3279
 AW3279                          STATION DESCRIPTION
 AW3279
 AW3279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3279'5.3 MI W FROM HOUSTON.
 AW3279'ABOUT 5.3 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW3279'SWITCH TOWER NO. 108 AT HOUSTON, ABOUT 0.2 MILE WEST OF THE SWITCH
 AW3279'TOWER AT EUREKA, 38 1/2 FEET SOUTH OF THE SOUTH RAIL, 29 FEET SOUTH OF
 AW3279'A SEMAPHORE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 AW3279'BELOW THE LEVEL OF THE TRACKS, ABOUT LEVEL WITH THE OLD U. S. HIGHWAY
 AW3279'90 ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW3279
 AW3279                          STATION RECOVERY (1973)
 AW3279
 AW3279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3279'MARK NOT FOUND.
 AW3279
 AW3279                          STATION RECOVERY (1993)
 AW3279
 AW3279'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1286 ***********************************************************************
 BY1286  DESIGNATION -  Z 67
 BY1286  PID         -  BY1286
 BY1286  STATE/COUNTY-  TX/CHEROKEE
 BY1286  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1286
 BY1286                         *CURRENT SURVEY CONTROL
 BY1286  ___________________________________________________________________
 BY1286* NAD 83(1986)-  31 53 38.     (N)    095 08 34.     (W)     SCALED    
 BY1286* NAVD 88     -       107.623  (meters)     353.09   (feet)  ADJUSTED  
 BY1286  ___________________________________________________________________
 BY1286  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY1286  DYNAMIC HT  -         107.493 (meters)     352.67  (feet)  COMP
 BY1286  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 BY1286
 BY1286  VERT ORDER  -  FIRST     CLASS II
 BY1286
 BY1286.The horizontal coordinates were scaled from a topographic map and have
 BY1286.an estimated accuracy of +/- 6 seconds.
 BY1286
 BY1286.The orthometric height was determined by differential leveling
 BY1286.and adjusted by the National Geodetic Survey in June 1991..
 BY1286
 BY1286.The geoid height was determined by GEOID03.
 BY1286
 BY1286.The dynamic height is computed by dividing the NAVD 88
 BY1286.geopotential number by the normal gravity value computed on the
 BY1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1286.degrees latitude (g = 980.6199 gals.).
 BY1286
 BY1286.The modeled gravity was interpolated from observed gravity values.
 BY1286
 BY1286;                    North         East    Units  Estimated Accuracy
 BY1286;SPC TX C     - 3,258,370.    1,190,860.      MT  (+/- 180 meters Scaled)
 BY1286
 BY1286                          SUPERSEDED SURVEY CONTROL
 BY1286
 BY1286  NGVD 29 (??/??/92)  107.645  (m)          353.17   (f) ADJ UNCH    1 2
 BY1286
 BY1286.Superseded values are not recommended for survey control.
 BY1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1286.See file dsdata.txt to determine how the superseded data were derived.
 BY1286
 BY1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR973306(NAD 83)
 BY1286_MARKER: DB = BENCH MARK DISK
 BY1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1286_STAMPING: Z 67 1929 ELEV 352.857
 BY1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1286+STABILITY: SURFACE MOTION
 BY1286
 BY1286  HISTORY     - Date     Condition        Report By
 BY1286  HISTORY     - 1929     MONUMENTED       CGS
 BY1286  HISTORY     - 1952     GOOD             NGS
 BY1286  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1286  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1286
 BY1286                          STATION DESCRIPTION
 BY1286
 BY1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1286'0.2 MI E FROM GALLATIN.
 BY1286'0.2 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE POST
 BY1286'OFFICE AT GALLATIN, AT A ROAD CROSSING, 180 FEET NORTHEAST OF THE
 BY1286'NORTHEAST CORNER OF THE OLD RAILROAD STATION, 71 FEET EAST OF THE
 BY1286'CENTER LINE OF A NORTH AND SOUTH ROAD, 61 FEET NORTH OF THE NORTH
 BY1286'RAIL, 22 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN
 BY1286'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BY1286
 BY1286                          STATION RECOVERY (1980)
 BY1286
 BY1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1286'MARK NOT FOUND.
 BY1286
 BY1286                          STATION RECOVERY (1996)
 BY1286
 BY1286'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1049 ***********************************************************************
 AB1049  DESIGNATION -  Z 670
 AB1049  PID         -  AB1049
 AB1049  STATE/COUNTY-  TX/KENEDY
 AB1049  USGS QUAD   -  EL JARDIN (1975)
 AB1049
 AB1049                         *CURRENT SURVEY CONTROL
 AB1049  ___________________________________________________________________
 AB1049* NAD 83(1986)-  26 36 06.     (N)    097 35 11.     (W)     SCALED    
 AB1049* NAVD 88     -         6.085  (meters)      19.96   (feet)  ADJUSTED  
 AB1049  ___________________________________________________________________
 AB1049  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AB1049  DYNAMIC HT  -           6.075 (meters)      19.93  (feet)  COMP
 AB1049  MODELED GRAV-     979,068.5   (mgal)                       NAVD 88
 AB1049
 AB1049  VERT ORDER  -  SECOND    CLASS 0
 AB1049
 AB1049.The horizontal coordinates were scaled from a topographic map and have
 AB1049.an estimated accuracy of +/- 6 seconds.
 AB1049
 AB1049.The orthometric height was determined by differential leveling
 AB1049.and adjusted by the National Geodetic Survey in June 1991..
 AB1049
 AB1049.The geoid height was determined by GEOID03.
 AB1049
 AB1049.The dynamic height is computed by dividing the NAVD 88
 AB1049.geopotential number by the normal gravity value computed on the
 AB1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1049.degrees latitude (g = 980.6199 gals.).
 AB1049
 AB1049.The modeled gravity was interpolated from observed gravity values.
 AB1049
 AB1049;                    North         East    Units  Estimated Accuracy
 AB1049;SPC TX S     - 5,103,920.      390,990.      MT  (+/- 180 meters Scaled)
 AB1049
 AB1049                          SUPERSEDED SURVEY CONTROL
 AB1049
 AB1049  NGVD 29 (??/??/92)    6.157  (m)           20.20   (f) ADJ UNCH    2 0
 AB1049
 AB1049.Superseded values are not recommended for survey control.
 AB1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1049.See file dsdata.txt to determine how the superseded data were derived.
 AB1049
 AB1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ407430(NAD 83)
 AB1049_MARKER: DB = BENCH MARK DISK
 AB1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1049_STAMPING: Z 670 1942
 AB1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1049+STABILITY: SURFACE MOTION
 AB1049
 AB1049  HISTORY     - Date     Condition        Report By
 AB1049  HISTORY     - 1942     MONUMENTED       CGS
 AB1049
 AB1049                          STATION DESCRIPTION
 AB1049
 AB1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1049'9.0 MI N FROM SAUZ RANCH.
 AB1049'TO REACH FROM THE SAUZ RANCH HEADQUARTERS, PROCEED NORTHERLY ON TRACK
 AB1049'ROAD TO THE MOGOTES CAMP, GO 4.0 MILES TO A GATE 0.3 MILE NORTH OF THE
 AB1049'CAMP, PASS THROUGH GATE AND GO 0.2 MILE NORTHEASTERLY TO A GATE, PASS
 AB1049'THROUGH GATE AND CONTINUE NORTHERLY 2.8 MILES TO THE INTERSECTION OF A
 AB1049'TRAIL LEADING WEST ALONG THE KENEDY-WILLACY COUNTY LINE, CONTINUE ON
 AB1049'NORTH-NORTHWESTERLY AND GO 2.0 MILES TO SITE OF BENCH MARK. BENCH MARK
 AB1049'IS ABOUT 0.8 MILE SOUTH OF THE DIVISION FENCE BETWEEN THE SAUZ AND
 AB1049'NORIAS RANCHES, ABOUT 0.2 MILE SOUTHEAST OF A WINDMILL, ABOUT 300.0
 AB1049'FEET SOUTH OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE WINDMILL,
 AB1049'18.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE ROAD, 3.0 FEET
 AB1049'EAST OF A 4 BY 4 INCH WOODEN MARKER POST AND ON THE OUTSIDE OF A
 AB1049'CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0190 ***********************************************************************
 AB0190  DESIGNATION -  Z 671
 AB0190  PID         -  AB0190
 AB0190  STATE/COUNTY-  TX/WILLACY
 AB0190  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0190
 AB0190                         *CURRENT SURVEY CONTROL
 AB0190  ___________________________________________________________________
 AB0190* NAD 83(1986)-  26 31 21.     (N)    097 27 08.     (W)     SCALED    
 AB0190* NAVD 88     -         2.834  (meters)       9.30   (feet)  ADJUSTED  
 AB0190  ___________________________________________________________________
 AB0190  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AB0190  DYNAMIC HT  -           2.830 (meters)       9.28  (feet)  COMP
 AB0190  MODELED GRAV-     979,073.2   (mgal)                       NAVD 88
 AB0190
 AB0190  VERT ORDER  -  SECOND    CLASS 0
 AB0190
 AB0190.The horizontal coordinates were scaled from a topographic map and have
 AB0190.an estimated accuracy of +/- 6 seconds.
 AB0190
 AB0190.The orthometric height was determined by differential leveling
 AB0190.and adjusted by the National Geodetic Survey in June 1991..
 AB0190
 AB0190.The geoid height was determined by GEOID03.
 AB0190
 AB0190.The dynamic height is computed by dividing the NAVD 88
 AB0190.geopotential number by the normal gravity value computed on the
 AB0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0190.degrees latitude (g = 980.6199 gals.).
 AB0190
 AB0190.The modeled gravity was interpolated from observed gravity values.
 AB0190
 AB0190;                    North         East    Units  Estimated Accuracy
 AB0190;SPC TX S     - 5,095,250.      404,420.      MT  (+/- 180 meters Scaled)
 AB0190
 AB0190                          SUPERSEDED SURVEY CONTROL
 AB0190
 AB0190  NGVD 29 (??/??/92)    2.900  (m)            9.51   (f) ADJ UNCH    2 0
 AB0190
 AB0190.Superseded values are not recommended for survey control.
 AB0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0190.See file dsdata.txt to determine how the superseded data were derived.
 AB0190
 AB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ542344(NAD 83)
 AB0190_MARKER: DB = BENCH MARK DISK
 AB0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0190_STAMPING: Z 671 1942
 AB0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0190+STABILITY: SURFACE MOTION
 AB0190
 AB0190  HISTORY     - Date     Condition        Report By
 AB0190  HISTORY     - 1942     MONUMENTED       CGS
 AB0190
 AB0190                          STATION DESCRIPTION
 AB0190
 AB0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0190'22.0 MI E FROM RAYMONDVILLE.
 AB0190'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0190'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0190'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0190'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0190'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 9.5 MILES TO A SHARP TURN
 AB0190'TO THE NORTH, TURN NORTH (LEFT) AND GO 0.5 MILE TO SITE OF BENCH MARK.
 AB0190'BENCH MARK IS 54.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AB0190'CENTERLINE OF THE ROAD, 3.0 FEET SOUTH OF A LARGE FENCE POST WITH
 AB0190'BRACE WIRE, 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5
 AB0190'FEET EAST OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1081 ***********************************************************************
 AB1081  DESIGNATION -  Z 672
 AB1081  PID         -  AB1081
 AB1081  STATE/COUNTY-  TX/WILLACY
 AB1081  USGS QUAD   -  EL JARDIN (1975)
 AB1081
 AB1081                         *CURRENT SURVEY CONTROL
 AB1081  ___________________________________________________________________
 AB1081* NAD 83(1986)-  26 34 45.     (N)    097 35 45.     (W)     SCALED    
 AB1081* NAVD 88     -         4.408  (meters)      14.46   (feet)  ADJUSTED  
 AB1081  ___________________________________________________________________
 AB1081  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AB1081  DYNAMIC HT  -           4.401 (meters)      14.44  (feet)  COMP
 AB1081  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 AB1081
 AB1081  VERT ORDER  -  SECOND    CLASS 0
 AB1081
 AB1081.The horizontal coordinates were scaled from a topographic map and have
 AB1081.an estimated accuracy of +/- 6 seconds.
 AB1081
 AB1081.The orthometric height was determined by differential leveling
 AB1081.and adjusted by the National Geodetic Survey in June 1991..
 AB1081
 AB1081.The geoid height was determined by GEOID03.
 AB1081
 AB1081.The dynamic height is computed by dividing the NAVD 88
 AB1081.geopotential number by the normal gravity value computed on the
 AB1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1081.degrees latitude (g = 980.6199 gals.).
 AB1081
 AB1081.The modeled gravity was interpolated from observed gravity values.
 AB1081
 AB1081;                    North         East    Units  Estimated Accuracy
 AB1081;SPC TX S     - 5,101,420.      390,070.      MT  (+/- 180 meters Scaled)
 AB1081
 AB1081                          SUPERSEDED SURVEY CONTROL
 AB1081
 AB1081  NGVD 29 (??/??/92)    4.479  (m)           14.69   (f) ADJ UNCH    2 0
 AB1081
 AB1081.Superseded values are not recommended for survey control.
 AB1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1081.See file dsdata.txt to determine how the superseded data were derived.
 AB1081
 AB1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ398405(NAD 83)
 AB1081_MARKER: DB = BENCH MARK DISK
 AB1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1081_STAMPING: Z 672 1942
 AB1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1081+STABILITY: SURFACE MOTION
 AB1081
 AB1081  HISTORY     - Date     Condition        Report By
 AB1081  HISTORY     - 1942     MONUMENTED       CGS
 AB1081  HISTORY     - 1956     GOOD             USGS
 AB1081
 AB1081                          STATION DESCRIPTION
 AB1081
 AB1081'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1081'4.0 MI N FROM SAUZ RANCH.
 AB1081'EL SAUZ RANCH, 6.8 MILES NORTH ALONG MAIN ROAD TO A ROAD JUNCTION,
 AB1081'THEN CONTINUE NORTH ALONG ROAD FOR 0.4 MILE TO OLD COUNTY LINE, THEN
 AB1081'0.4 MILE WEST ON COUNTY LINE.  BENCH MARK IS 12 FEET SOUTH OF THE OLD
 AB1081'COUNTY LINE AND 3 FEET WEST OF A WHITE WITNESS POST, AND IS SET IN THE
 AB1081'TOP OF A CONCRETE POST, PROJECTING 0.6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0544 ***********************************************************************
 AB0544  DESIGNATION -  Z 673
 AB0544  PID         -  AB0544
 AB0544  STATE/COUNTY-  TX/WILLACY
 AB0544  USGS QUAD   -  WILLAMAR (1982)
 AB0544
 AB0544                         *CURRENT SURVEY CONTROL
 AB0544  ___________________________________________________________________
 AB0544* NAD 83(1986)-  26 25 09.     (N)    097 35 58.     (W)     SCALED    
 AB0544* NAVD 88     -         5.186  (meters)      17.01   (feet)  ADJUSTED  
 AB0544  ___________________________________________________________________
 AB0544  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AB0544  DYNAMIC HT  -           5.178 (meters)      16.99  (feet)  COMP
 AB0544  MODELED GRAV-     979,056.3   (mgal)                       NAVD 88
 AB0544
 AB0544  VERT ORDER  -  SECOND    CLASS 0
 AB0544
 AB0544.The horizontal coordinates were scaled from a topographic map and have
 AB0544.an estimated accuracy of +/- 6 seconds.
 AB0544
 AB0544.The orthometric height was determined by differential leveling
 AB0544.and adjusted by the National Geodetic Survey in June 1991..
 AB0544
 AB0544.The geoid height was determined by GEOID03.
 AB0544
 AB0544.The dynamic height is computed by dividing the NAVD 88
 AB0544.geopotential number by the normal gravity value computed on the
 AB0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0544.degrees latitude (g = 980.6199 gals.).
 AB0544
 AB0544.The modeled gravity was interpolated from observed gravity values.
 AB0544
 AB0544;                    North         East    Units  Estimated Accuracy
 AB0544;SPC TX S     - 5,083,690.      389,830.      MT  (+/- 180 meters Scaled)
 AB0544
 AB0544                          SUPERSEDED SURVEY CONTROL
 AB0544
 AB0544  NGVD 29 (??/??/92)    5.259  (m)           17.25   (f) ADJ UNCH    2 0
 AB0544
 AB0544.Superseded values are not recommended for survey control.
 AB0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0544.See file dsdata.txt to determine how the superseded data were derived.
 AB0544
 AB0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ396228(NAD 83)
 AB0544_MARKER: DB = BENCH MARK DISK
 AB0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0544_STAMPING: Z 673 1942
 AB0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0544+STABILITY: SURFACE MOTION
 AB0544
 AB0544  HISTORY     - Date     Condition        Report By
 AB0544  HISTORY     - 1942     MONUMENTED       CGS
 AB0544
 AB0544                          STATION DESCRIPTION
 AB0544
 AB0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0544'15.4 MI SE FROM RAYMONDVILLE.
 AB0544'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0544'PROCEED EASTERLY ON STATE HIGHWAY NO. 186.  GO 10.0 MILES TO
 AB0544'INTERSECTION OF ROAD TO WILLAMAR.  TURN SOUTH (RIGHT) GO 1.8 MILES TO
 AB0544'WILLAMAR GIN.  TURN EAST (LEFT) GO 0.2 MILES.  TURN SOUTH (RIGHT) GO
 AB0544'2.0 MILES.  TURN EAST (LEFT) GO 1.0 MILE.  TURN SOUTH (RIGHT) AND GO
 AB0544'0.4 MILE TO A GATE IN RIGHT-OF-WAY FENCE AND SITE OF BENCH MARK. BENCH
 AB0544'MARK IS 27 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AB0544'OF THE ROAD.  24 FEET NORTH OF THE CENTERLINE OF THE GATE. 3.0 FEET
 AB0544'SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.0 FEET EAST OF THE
 AB0544'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0545 ***********************************************************************
 AB0545  DESIGNATION -  Z 673 RESET 1950
 AB0545  PID         -  AB0545
 AB0545  STATE/COUNTY-  TX/WILLACY
 AB0545  USGS QUAD   -  WILLAMAR (1982)
 AB0545
 AB0545                         *CURRENT SURVEY CONTROL
 AB0545  ___________________________________________________________________
 AB0545* NAD 83(1986)-  26 25 09.     (N)    097 35 58.     (W)     SCALED    
 AB0545* NAVD 88     -         5.19   (meters)      17.0    (feet)  RESET     
 AB0545  ___________________________________________________________________
 AB0545  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AB0545
 AB0545  VERT ORDER  -  THIRD
 AB0545
 AB0545.The horizontal coordinates were scaled from a topographic map and have
 AB0545.an estimated accuracy of +/- 6 seconds.
 AB0545
 AB0545.The orthometric height was computed from unverified reset data.
 AB0545
 AB0545.The geoid height was determined by GEOID03.
 AB0545
 AB0545;                    North         East    Units  Estimated Accuracy
 AB0545;SPC TX S     - 5,083,690.      389,830.      MT  (+/- 180 meters Scaled)
 AB0545
 AB0545                          SUPERSEDED SURVEY CONTROL
 AB0545
 AB0545.No superseded survey control is available for this station.
 AB0545
 AB0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ396228(NAD 83)
 AB0545_MARKER: DB = BENCH MARK DISK
 AB0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0545_STAMPING: Z 673 1942 RESET
 AB0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0545+STABILITY: SURFACE MOTION
 AB0545
 AB0545  HISTORY     - Date     Condition        Report By
 AB0545  HISTORY     - 1950     MONUMENTED       TXHD
 AB0545  HISTORY     - 1950     GOOD             TXHD
 AB0545  HISTORY     - 1954     GOOD             NGS
 AB0545  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0545
 AB0545                          STATION DESCRIPTION
 AB0545
 AB0545'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AB0545'10.0 MI E FROM RAYMONDVILLE.
 AB0545'10.0 MILES EAST ALONG STATE HIGHWAY 186 FROM THE MISSOURI PACIFIC
 AB0545'RAILROAD STATION AT RAYMONDVILLE, WILLACY COUNTY, 1.8 MILES SOUTH
 AB0545'ALONG A ROAD TO WILLAMAR GIN, 0.2 EAST ALONG A ROAD, 2.0 MILES SOUTH
 AB0545'ALONG A ROAD, 1.0 MILE EAST ALONG A ROAD, AND 0.4 MILE SOUTH ALONG A
 AB0545'ROAD.  AT A GATE IN THE RIGHT-OF-WAY FENCE, 40 FEET WEST OF THE
 AB0545'CENTERLINE OF THE ROAD, AND 24 FEET NORTH OF THE CENTER OF THE GATE. A
 AB0545'STANDARD DISK, STAMPED Z 673 1942 RESET AND SET IN THE TOP OF A
 AB0545'CONCRETE POST.
 AB0545
 AB0545                          STATION RECOVERY (1954)
 AB0545
 AB0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AB0545'RECOVERED IN GOOD CONDITION.
 AB0545
 AB0545                          STATION RECOVERY (1987)
 AB0545
 AB0545'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0567 ***********************************************************************
 AB0567  DESIGNATION -  Z 674
 AB0567  PID         -  AB0567
 AB0567  STATE/COUNTY-  TX/CAMERON
 AB0567  USGS QUAD   -  PASO REAL (1980)
 AB0567
 AB0567                         *CURRENT SURVEY CONTROL
 AB0567  ___________________________________________________________________
 AB0567* NAD 83(1986)-  26 17 03.     (N)    097 35 09.     (W)     SCALED    
 AB0567* NAVD 88     -         6.448  (meters)      21.15   (feet)  ADJUSTED  
 AB0567  ___________________________________________________________________
 AB0567  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AB0567  DYNAMIC HT  -           6.438 (meters)      21.12  (feet)  COMP
 AB0567  MODELED GRAV-     979,049.0   (mgal)                       NAVD 88
 AB0567
 AB0567  VERT ORDER  -  SECOND    CLASS 0
 AB0567
 AB0567.The horizontal coordinates were scaled from a topographic map and have
 AB0567.an estimated accuracy of +/- 6 seconds.
 AB0567
 AB0567.The orthometric height was determined by differential leveling
 AB0567.and adjusted by the National Geodetic Survey in June 1991..
 AB0567
 AB0567.The geoid height was determined by GEOID03.
 AB0567
 AB0567.The dynamic height is computed by dividing the NAVD 88
 AB0567.geopotential number by the normal gravity value computed on the
 AB0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0567.degrees latitude (g = 980.6199 gals.).
 AB0567
 AB0567.The modeled gravity was interpolated from observed gravity values.
 AB0567
 AB0567;                    North         East    Units  Estimated Accuracy
 AB0567;SPC TX S     - 5,068,750.      391,300.      MT  (+/- 180 meters Scaled)
 AB0567
 AB0567                          SUPERSEDED SURVEY CONTROL
 AB0567
 AB0567  NGVD 29 (??/??/92)    6.539  (m)           21.45   (f) ADJ UNCH    2 0
 AB0567
 AB0567.Superseded values are not recommended for survey control.
 AB0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0567.See file dsdata.txt to determine how the superseded data were derived.
 AB0567
 AB0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ411079(NAD 83)
 AB0567_MARKER: DB = BENCH MARK DISK
 AB0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0567_STAMPING: Z 674 1942
 AB0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0567+STABILITY: SURFACE MOTION
 AB0567
 AB0567  HISTORY     - Date     Condition        Report By
 AB0567  HISTORY     - 1942     MONUMENTED       CGS
 AB0567  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 AB0567  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0567
 AB0567                          STATION DESCRIPTION
 AB0567
 AB0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0567'4.2 MI NW FROM RIO HONDO.
 AB0567'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO, PROCEED WESTERLY ON PAVED
 AB0567'ROAD, GO 0.7 MILE.  TURN NORTHERLY (RIGHT) AND GO 3.5 MILES TO AN OLD
 AB0567'RAILROAD GRADE AND SITE OF BENCH MARK.  BENCH MARK IS 27 FEET WEST OF
 AB0567'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  21 FEET
 AB0567'NORTH OF THE CENTERLINE OF THE OLD GRADE.  3.0 FEET SOUTH OF A 4 BY 4
 AB0567'INCH WOODEN MARKER POST.
 AB0567
 AB0567                          STATION RECOVERY (1959)
 AB0567
 AB0567'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AB0567'MARK NOT FOUND.
 AB0567
 AB0567                          STATION RECOVERY (1991)
 AB0567
 AB0567'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0568 ***********************************************************************
 AB0568  DESIGNATION -  Z 674 RESET 1950
 AB0568  PID         -  AB0568
 AB0568  STATE/COUNTY-  TX/CAMERON
 AB0568  USGS QUAD   -  PASO REAL (1980)
 AB0568
 AB0568                         *CURRENT SURVEY CONTROL
 AB0568  ___________________________________________________________________
 AB0568* NAD 83(1986)-  26 17 03.     (N)    097 35 09.     (W)     SCALED    
 AB0568* NAVD 88     -         6.47   (meters)      21.2    (feet)  RESET     
 AB0568  ___________________________________________________________________
 AB0568  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AB0568
 AB0568  VERT ORDER  -  THIRD
 AB0568
 AB0568.The horizontal coordinates were scaled from a topographic map and have
 AB0568.an estimated accuracy of +/- 6 seconds.
 AB0568
 AB0568.The orthometric height was computed from unverified reset data.
 AB0568
 AB0568.The geoid height was determined by GEOID03.
 AB0568
 AB0568;                    North         East    Units  Estimated Accuracy
 AB0568;SPC TX S     - 5,068,750.      391,300.      MT  (+/- 180 meters Scaled)
 AB0568
 AB0568                          SUPERSEDED SURVEY CONTROL
 AB0568
 AB0568.No superseded survey control is available for this station.
 AB0568
 AB0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ411079(NAD 83)
 AB0568_MARKER: DB = BENCH MARK DISK
 AB0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0568_STAMPING: Z 674 1942 RESET
 AB0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0568+STABILITY: SURFACE MOTION
 AB0568
 AB0568  HISTORY     - Date     Condition        Report By
 AB0568  HISTORY     - 1950     MONUMENTED       TXHD
 AB0568  HISTORY     - 1950     GOOD             TXHD
 AB0568  HISTORY     - 1959     MARK NOT FOUND   NGS
 AB0568
 AB0568                          STATION DESCRIPTION
 AB0568
 AB0568'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AB0568'0.7 MI W FROM RIO HONDO.
 AB0568'0.7 MILE WEST ALONG A PAVED ROAD FROM THE HIGH SCHOOL AT RIO HONDO,
 AB0568'CAMERON COUNTY, 3.5 MILES NORTH ALONG A ROAD.  AT AN OLD RAILROAD
 AB0568'GRADE, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 21 FEET NORTH
 AB0568'OF THE CENTER OF THE GRADE.  A STANDARD DISK, STAMPED Z 674 1942 RESET
 AB0568'AND SET IN THE TOP OF A CONCRETE POST.
 AB0568
 AB0568                          STATION RECOVERY (1959)
 AB0568
 AB0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AB0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0280 ***********************************************************************
 AB0280  DESIGNATION -  Z 677
 AB0280  PID         -  AB0280
 AB0280  STATE/COUNTY-  TX/CAMERON
 AB0280  USGS QUAD   -  LOS FRESNOS (1983)
 AB0280
 AB0280                         *CURRENT SURVEY CONTROL
 AB0280  ___________________________________________________________________
 AB0280* NAD 83(1986)-  26 06 01.     (N)    097 28 24.     (W)     SCALED    
 AB0280* NAVD 88     -         8.357  (meters)      27.42   (feet)  POSTED    
 AB0280  ___________________________________________________________________
 AB0280  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 AB0280  DYNAMIC HT  -           8.340 (meters)      27.36  (feet)  COMP
 AB0280  MODELED GRAV-     979,045.7   (mgal)                       NAVD 88
 AB0280
 AB0280  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0280
 AB0280.The horizontal coordinates were scaled from a topographic map and have
 AB0280.an estimated accuracy of +/- 6 seconds.
 AB0280
 AB0280.The orthometric height was determined by differential leveling
 AB0280.and adjusted by the National Geodetic Survey in 1992..
 AB0280.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0280.rate of 3.1 thru 4.0 mm/km.
 AB0280
 AB0280.The geoid height was determined by GEOID03.
 AB0280
 AB0280.The dynamic height is computed by dividing the NAVD 88
 AB0280.geopotential number by the normal gravity value computed on the
 AB0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0280.degrees latitude (g = 980.6199 gals.).
 AB0280
 AB0280.The modeled gravity was interpolated from observed gravity values.
 AB0280
 AB0280;                    North         East    Units  Estimated Accuracy
 AB0280;SPC TX S     - 5,048,460.      402,700.      MT  (+/- 180 meters Scaled)
 AB0280
 AB0280                          SUPERSEDED SURVEY CONTROL
 AB0280
 AB0280  NGVD 29 (??/??/92)    8.462  (m)           27.76   (f) ADJ UNCH    2 0
 AB0280
 AB0280.Superseded values are not recommended for survey control.
 AB0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0280.See file dsdata.txt to determine how the superseded data were derived.
 AB0280
 AB0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP526876(NAD 83)
 AB0280_MARKER: DB = BENCH MARK DISK
 AB0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0280_STAMPING: Z 677 1942
 AB0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0280+STABILITY: SURFACE MOTION
 AB0280
 AB0280  HISTORY     - Date     Condition        Report By
 AB0280  HISTORY     - 1942     MONUMENTED       CGS
 AB0280  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0280  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0280  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0280  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0280
 AB0280                          STATION DESCRIPTION
 AB0280
 AB0280'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0280'1.9 MI N FROM LOS FRESNOS.
 AB0280'1.9 MILES NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0280'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, AT A ROAD INTERSECTION, 33
 AB0280'FEET EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTH-AND-SOUTH
 AB0280'ROAD, 23 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 3
 AB0280'FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Z
 AB0280'677 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AB0280'ABOVE GROUND.  NOTE-- IT WAS REPORTED IN OCTOBER 1955 THAT THE MARK
 AB0280'WAS NOT RECOVERED.  NOTE-- THE ROAD HAS BEEN WIDENED AND A DRAIN DITCH
 AB0280'HAS BEEN WIDENED AND A DRAIN DITCH HAS BEEN MADE.
 AB0280
 AB0280                          STATION RECOVERY (1987)
 AB0280
 AB0280'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0280'MARK NOT FOUND.
 AB0280
 AB0280                          STATION RECOVERY (1991)
 AB0280
 AB0280'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0280'MARK NOT FOUND.
 AB0280
 AB0280                          STATION RECOVERY (1993)
 AB0280
 AB0280'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0014 ***********************************************************************
 AB0014  DESIGNATION -  Z 678
 AB0014  PID         -  AB0014
 AB0014  STATE/COUNTY-  TX/CAMERON
 AB0014  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0014
 AB0014                         *CURRENT SURVEY CONTROL
 AB0014  ___________________________________________________________________
 AB0014* NAD 83(1986)-  25 56 25.     (N)    097 27 23.     (W)     SCALED    
 AB0014* NAVD 88     -         6.339  (meters)      20.80   (feet)  ADJUSTED  
 AB0014  ___________________________________________________________________
 AB0014  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AB0014  DYNAMIC HT  -           6.329 (meters)      20.76  (feet)  COMP
 AB0014  MODELED GRAV-     979,033.0   (mgal)                       NAVD 88
 AB0014
 AB0014  VERT ORDER  -  FIRST     CLASS II
 AB0014
 AB0014.The horizontal coordinates were scaled from a topographic map and have
 AB0014.an estimated accuracy of +/- 6 seconds.
 AB0014
 AB0014.The orthometric height was determined by differential leveling
 AB0014.and adjusted by the National Geodetic Survey in June 1991..
 AB0014
 AB0014.The geoid height was determined by GEOID03.
 AB0014
 AB0014.The dynamic height is computed by dividing the NAVD 88
 AB0014.geopotential number by the normal gravity value computed on the
 AB0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0014.degrees latitude (g = 980.6199 gals.).
 AB0014
 AB0014.The modeled gravity was interpolated from observed gravity values.
 AB0014
 AB0014;                    North         East    Units  Estimated Accuracy
 AB0014;SPC TX S     - 5,030,750.      404,540.      MT  (+/- 180 meters Scaled)
 AB0014
 AB0014                          SUPERSEDED SURVEY CONTROL
 AB0014
 AB0014  NGVD 29 (??/??/92)    6.423  (m)           21.07   (f) ADJ UNCH    1 2
 AB0014
 AB0014.Superseded values are not recommended for survey control.
 AB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0014.See file dsdata.txt to determine how the superseded data were derived.
 AB0014
 AB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP545699(NAD 83)
 AB0014_MARKER: DB = BENCH MARK DISK
 AB0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0014_SP_SET: CULVERT
 AB0014_STAMPING: Z 678 1942
 AB0014_MARK LOGO: CGS   
 AB0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0014
 AB0014  HISTORY     - Date     Condition        Report By
 AB0014  HISTORY     - 1942     MONUMENTED       CGS
 AB0014  HISTORY     - 1951     GOOD             NGS
 AB0014  HISTORY     - 1982     GOOD             NGS
 AB0014  HISTORY     - 1987     GOOD             USPSQD
 AB0014  HISTORY     - 1988     GOOD             USPSQD
 AB0014  HISTORY     - 1990     POOR             USPSQD
 AB0014  HISTORY     - 19910306 POOR             USPSQD
 AB0014
 AB0014                          STATION DESCRIPTION
 AB0014
 AB0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0014'4.0 MI NE FROM BROWNSVILLE.
 AB0014'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION OF U.
 AB0014'S. HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE 0.6 MILE
 AB0014'NORTHEAST ALONG STATE HIGHWAY 48, AND 1.0 MILE NORTH ALONG A GRADED
 AB0014'DIRT ROAD, AT THE INTERSECTION OF AN EAST-AND-WEST ROAD, 24 FEET WEST
 AB0014'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AT A CONCRETE CULVERT
 AB0014'UNDER THE EAST-AND-WEST ROAD, IN THE CENTER OF THE TOP OF THE NORTH
 AB0014'HEADWALL, AND 21 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 AB0014'ROAD.
 AB0014
 AB0014                          STATION RECOVERY (1951)
 AB0014
 AB0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0014'RECOVERED IN GOOD CONDITION.
 AB0014
 AB0014                          STATION RECOVERY (1982)
 AB0014
 AB0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0014'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0014'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB0014'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB0014'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE 1.7 KM
 AB0014'(1.05 MI) NORTH ALONG ROBINDALE ROAD AT THE JUNCTION OF ROBINDALE ROAD
 AB0014'AND COFFEE PORT ROAD AND IS SET IN THE CENTER OF THE TOP OF THE NORTH
 AB0014'HEADWALL OF A SMALL CONCRETE CULVERT UNDER COFFEE PORT ROAD,
 AB0014'7.3 METERS (24.0 MI) WEST OF THE CENTER OF ROBINDALE ROAD, AND
 AB0014'6.4 METERS (21.0 FT) NORTH OF THE CENTER OF COFFEE PORT ROAD.
 AB0014'THE MARK IS 0.15 M BELOW COFFEE PORT ROAD.
 AB0014
 AB0014                          STATION RECOVERY (1987)
 AB0014
 AB0014'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0014'RECOVERED IN GOOD CONDITION.
 AB0014
 AB0014                          STATION RECOVERY (1988)
 AB0014
 AB0014'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0014'RECOVERED IN GOOD CONDITION.
 AB0014
 AB0014                          STATION RECOVERY (1990)
 AB0014
 AB0014'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0014'MARK RECOVERED IN POOR CONDITION.
 AB0014
 AB0014                          STATION RECOVERY (1991)
 AB0014
 AB0014'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0014'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0062 ***********************************************************************
 AB0062  DESIGNATION -  Z 679
 AB0062  PID         -  AB0062
 AB0062  STATE/COUNTY-  TX/CAMERON
 AB0062  USGS QUAD   -  PALMITO HILL (1983)
 AB0062
 AB0062                         *CURRENT SURVEY CONTROL
 AB0062  ___________________________________________________________________
 AB0062* NAD 83(1986)-  25 57 19.     (N)    097 18 55.     (W)     SCALED    
 AB0062* NAVD 88     -         4.596  (meters)      15.08   (feet)  ADJUSTED  
 AB0062  ___________________________________________________________________
 AB0062  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB0062  DYNAMIC HT  -           4.588 (meters)      15.05  (feet)  COMP
 AB0062  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AB0062
 AB0062  VERT ORDER  -  SECOND    CLASS 0
 AB0062
 AB0062.The horizontal coordinates were scaled from a topographic map and have
 AB0062.an estimated accuracy of +/- 6 seconds.
 AB0062
 AB0062.The orthometric height was determined by differential leveling
 AB0062.and adjusted by the National Geodetic Survey in June 1991..
 AB0062
 AB0062.The geoid height was determined by GEOID03.
 AB0062
 AB0062.The dynamic height is computed by dividing the NAVD 88
 AB0062.geopotential number by the normal gravity value computed on the
 AB0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0062.degrees latitude (g = 980.6199 gals.).
 AB0062
 AB0062.The modeled gravity was interpolated from observed gravity values.
 AB0062
 AB0062;                    North         East    Units  Estimated Accuracy
 AB0062;SPC TX S     - 5,032,530.      418,660.      MT  (+/- 180 meters Scaled)
 AB0062
 AB0062                          SUPERSEDED SURVEY CONTROL
 AB0062
 AB0062  NGVD 29 (??/??/92)    4.693  (m)           15.40   (f) ADJ UNCH    2 0
 AB0062
 AB0062.Superseded values are not recommended for survey control.
 AB0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0062.See file dsdata.txt to determine how the superseded data were derived.
 AB0062
 AB0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP686718(NAD 83)
 AB0062_MARKER: DB = BENCH MARK DISK
 AB0062_SETTING: 0 = UNSPECIFIED SETTING
 AB0062_STAMPING: Z 679 1942
 AB0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0062
 AB0062  HISTORY     - Date     Condition        Report By
 AB0062  HISTORY     - 1942     MONUMENTED       CGS
 AB0062  HISTORY     - 1949     GOOD             NGS
 AB0062  HISTORY     - 1955     GOOD             DOD
 AB0062  HISTORY     - 19910327 MARK NOT FOUND   USPSQD
 AB0062
 AB0062                          STATION DESCRIPTION
 AB0062
 AB0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0062'13.7 MI NE FROM BROWNSVILLE.
 AB0062'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 AB0062'48, NE OF BROWNSVILLE, GO E ON HIGHWAY 4 ABOUT 10.75 MILES TO BENCH
 AB0062'MARK SITE, ON NE P.C. OF CURVE, 0.8 MILES NE OF SMALL WOODEN BRIDGE,
 AB0062'138 FT. NW AND ABOUT 2.0 FT. BELOW CENTERLINE OF HIGHWAY, 17 FT. SE OF
 AB0062'TELEPHONE POLE, AND 3.0 FT. W OF 4X4 INCH WOODEN WITNESS POST.
 AB0062
 AB0062                          STATION RECOVERY (1955)
 AB0062
 AB0062'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1955
 AB0062'RECOVERED IN GOOD CONDITION.
 AB0062
 AB0062                          STATION RECOVERY (1991)
 AB0062
 AB0062'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0834 ***********************************************************************
 AB0834  DESIGNATION -  Z 680
 AB0834  PID         -  AB0834
 AB0834  STATE/COUNTY-  TX/CAMERON
 AB0834  USGS QUAD   -  LA PALOMA (1970)
 AB0834
 AB0834                         *CURRENT SURVEY CONTROL
 AB0834  ___________________________________________________________________
 AB0834* NAD 83(1986)-  26 06 03.     (N)    097 44 34.     (W)     SCALED    
 AB0834* NAVD 88     -        17.021  (meters)      55.84   (feet)  ADJUSTED  
 AB0834  ___________________________________________________________________
 AB0834  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AB0834  DYNAMIC HT  -          16.994 (meters)      55.75  (feet)  COMP
 AB0834  MODELED GRAV-     979,023.0   (mgal)                       NAVD 88
 AB0834
 AB0834  VERT ORDER  -  SECOND    CLASS 0
 AB0834
 AB0834.The horizontal coordinates were scaled from a topographic map and have
 AB0834.an estimated accuracy of +/- 6 seconds.
 AB0834
 AB0834.The orthometric height was determined by differential leveling
 AB0834.and adjusted by the National Geodetic Survey in June 1991..
 AB0834
 AB0834.The geoid height was determined by GEOID03.
 AB0834
 AB0834.The dynamic height is computed by dividing the NAVD 88
 AB0834.geopotential number by the normal gravity value computed on the
 AB0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0834.degrees latitude (g = 980.6199 gals.).
 AB0834
 AB0834.The modeled gravity was interpolated from observed gravity values.
 AB0834
 AB0834;                    North         East    Units  Estimated Accuracy
 AB0834;SPC TX S     - 5,048,330.      375,750.      MT  (+/- 180 meters Scaled)
 AB0834
 AB0834                          SUPERSEDED SURVEY CONTROL
 AB0834
 AB0834  NGVD 29 (??/??/92)   17.128  (m)           56.19   (f) ADJ UNCH    2 0
 AB0834
 AB0834.Superseded values are not recommended for survey control.
 AB0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0834.See file dsdata.txt to determine how the superseded data were derived.
 AB0834
 AB0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP257874(NAD 83)
 AB0834_MARKER: DD = SURVEY DISK
 AB0834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0834_SP_SET: CULVERT
 AB0834_STAMPING: Z 680 1942
 AB0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0834
 AB0834  HISTORY     - Date     Condition        Report By
 AB0834  HISTORY     - 1942     MONUMENTED
 AB0834  HISTORY     - 1942     GOOD             NGS
 AB0834  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0834
 AB0834                          STATION DESCRIPTION
 AB0834
 AB0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0834'0.2 MI NE FROM RANGERVILLE.
 AB0834'0.2 MILE NORTHEAST ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0834'RANGERVILLE, CAMERON COUNTY, 165 FEET NORTHEAST ACROSS THE ROAD FROM
 AB0834'REA CO-OP POLE NO. 15-176, 15 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AB0834'ROAD, AT A CONCRETE-BOX CULVERT UNDER THE ROAD, IN THE CENTER OF THE
 AB0834'TOP OF THE SOUTHEAST HEADWALL, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 AB0834'A CAMERON COUNTY STANDARD DISK, Z 680 1942.
 AB0834
 AB0834                          STATION RECOVERY (1987)
 AB0834
 AB0834'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0183 ***********************************************************************
 AB0183  DESIGNATION -  Z 681
 AB0183  PID         -  AB0183
 AB0183  STATE/COUNTY-  TX/CAMERON
 AB0183  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0183
 AB0183                         *CURRENT SURVEY CONTROL
 AB0183  ___________________________________________________________________
 AB0183* NAD 83(1986)-  25 57 58.     (N)    097 35 16.     (W)     SCALED    
 AB0183* NAVD 88     -        12.883  (meters)      42.27   (feet)  ADJUSTED  
 AB0183  ___________________________________________________________________
 AB0183  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 AB0183  DYNAMIC HT  -          12.862 (meters)      42.20  (feet)  COMP
 AB0183  MODELED GRAV-     979,022.9   (mgal)                       NAVD 88
 AB0183
 AB0183  VERT ORDER  -  SECOND    CLASS 0
 AB0183
 AB0183.The horizontal coordinates were scaled from a topographic map and have
 AB0183.an estimated accuracy of +/- 6 seconds.
 AB0183
 AB0183.The orthometric height was determined by differential leveling
 AB0183.and adjusted by the National Geodetic Survey in June 1991..
 AB0183
 AB0183.The geoid height was determined by GEOID03.
 AB0183
 AB0183.The dynamic height is computed by dividing the NAVD 88
 AB0183.geopotential number by the normal gravity value computed on the
 AB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0183.degrees latitude (g = 980.6199 gals.).
 AB0183
 AB0183.The modeled gravity was interpolated from observed gravity values.
 AB0183
 AB0183;                    North         East    Units  Estimated Accuracy
 AB0183;SPC TX S     - 5,033,510.      391,360.      MT  (+/- 180 meters Scaled)
 AB0183
 AB0183                          SUPERSEDED SURVEY CONTROL
 AB0183
 AB0183  NGVD 29 (??/??/92)   12.971  (m)           42.56   (f) ADJ UNCH    2 0
 AB0183
 AB0183.Superseded values are not recommended for survey control.
 AB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0183.See file dsdata.txt to determine how the superseded data were derived.
 AB0183
 AB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP413726(NAD 83)
 AB0183_MARKER: DD = SURVEY DISK
 AB0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0183_SP_SET: CULVERT
 AB0183_STAMPING: Z 681 1942
 AB0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0183
 AB0183  HISTORY     - Date     Condition        Report By
 AB0183  HISTORY     - 1942     MONUMENTED
 AB0183  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0183  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 AB0183
 AB0183                          STATION DESCRIPTION
 AB0183
 AB0183'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0183'6.5 MI NW FROM BROWNSVILLE.
 AB0183'6.5 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0183'AT BROWNSVILLE, CAMERON COUNTY, 75 YARDS SOUTHEAST OF A SMALL
 AB0183'CEMETERY, AT A 2- BY 4-FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN
 AB0183'THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL, 43 FEET SOUTHWEST OF
 AB0183'THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  NOTE-- THE
 AB0183'MARK WAS PHOTO IDENTIFIED BUT COULD NOT BE FOUND IN THE VICINITY.
 AB0183
 AB0183                          STATION RECOVERY (1991)
 AB0183
 AB0183'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0929 ***********************************************************************
 AB0929  DESIGNATION -  Z 682
 AB0929  PID         -  AB0929
 AB0929  STATE/COUNTY-  TX/HIDALGO
 AB0929  USGS QUAD   -  PROGRESO (1970)
 AB0929
 AB0929                         *CURRENT SURVEY CONTROL
 AB0929  ___________________________________________________________________
 AB0929* NAD 83(1986)-  26 05 06.     (N)    097 59 11.     (W)     SCALED    
 AB0929* NAVD 88     -        23.189  (meters)      76.08   (feet)  ADJUSTED  
 AB0929  ___________________________________________________________________
 AB0929  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AB0929  DYNAMIC HT  -          23.151 (meters)      75.95  (feet)  COMP
 AB0929  MODELED GRAV-     979,003.9   (mgal)                       NAVD 88
 AB0929
 AB0929  VERT ORDER  -  SECOND    CLASS 0
 AB0929
 AB0929.The horizontal coordinates were scaled from a topographic map and have
 AB0929.an estimated accuracy of +/- 6 seconds.
 AB0929
 AB0929.The orthometric height was determined by differential leveling
 AB0929.and adjusted by the National Geodetic Survey in June 1991..
 AB0929
 AB0929.The geoid height was determined by GEOID03.
 AB0929
 AB0929.The dynamic height is computed by dividing the NAVD 88
 AB0929.geopotential number by the normal gravity value computed on the
 AB0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0929.degrees latitude (g = 980.6199 gals.).
 AB0929
 AB0929.The modeled gravity was interpolated from observed gravity values.
 AB0929
 AB0929;                    North         East    Units  Estimated Accuracy
 AB0929;SPC TX S     - 5,046,450.      351,390.      MT  (+/- 180 meters Scaled)
 AB0929
 AB0929                          SUPERSEDED SURVEY CONTROL
 AB0929
 AB0929  NGVD 29 (??/??/92)   23.303  (m)           76.45   (f) ADJ UNCH    2 0
 AB0929
 AB0929.Superseded values are not recommended for survey control.
 AB0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0929.See file dsdata.txt to determine how the superseded data were derived.
 AB0929
 AB0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP013854(NAD 83)
 AB0929_MARKER: DB = BENCH MARK DISK
 AB0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0929_STAMPING: Z 682 1942
 AB0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0929+STABILITY: SURFACE MOTION
 AB0929
 AB0929  HISTORY     - Date     Condition        Report By
 AB0929  HISTORY     - 1942     MONUMENTED       CGS
 AB0929  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0929
 AB0929                          STATION DESCRIPTION
 AB0929
 AB0929'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0929'1.8 MI W FROM PROGRESO.
 AB0929'1.4 MILES WEST ALONG CREAGER DRIVE FROM THE JUNCTION OF U.S. HIGHWAY
 AB0929'281 AT PROGRESO, HIDALGO COUNTY, THENCE 0.4 MILE WEST ALONG OLD
 AB0929'MILITARY ROAD.  122 YARDS EAST OF THE JUNCTION OF A DIRT ROAD LEADING
 AB0929'SOUTH THROUGH AN OPEN FIELD, 54 FEET EAST OF POWER LINE POLE 447, 26.5
 AB0929'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WHITE
 AB0929'WOODEN WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, SET IN
 AB0929'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0270 ***********************************************************************
 AE0270  DESIGNATION -  Z 683
 AE0270  PID         -  AE0270
 AE0270  STATE/COUNTY-  TX/HIDALGO
 AE0270  USGS QUAD   -  LAS MILPAS (1983)
 AE0270
 AE0270                         *CURRENT SURVEY CONTROL
 AE0270  ___________________________________________________________________
 AE0270* NAD 83(1986)-  26 06 17.     (N)    098 14 45.     (W)     SCALED    
 AE0270* NAVD 88     -        30.553  (meters)     100.24   (feet)  POSTED    
 AE0270  ___________________________________________________________________
 AE0270  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE0270  DYNAMIC HT  -          30.500 (meters)     100.07  (feet)  COMP
 AE0270  MODELED GRAV-     978,976.7   (mgal)                       NAVD 88
 AE0270
 AE0270  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0270
 AE0270.The horizontal coordinates were scaled from a topographic map and have
 AE0270.an estimated accuracy of +/- 6 seconds.
 AE0270
 AE0270.The orthometric height was determined by differential leveling
 AE0270.and adjusted by the National Geodetic Survey in 1992..
 AE0270.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0270.rate of 1.1 thru 2.0 mm/km.
 AE0270
 AE0270.The geoid height was determined by GEOID03.
 AE0270
 AE0270.The dynamic height is computed by dividing the NAVD 88
 AE0270.geopotential number by the normal gravity value computed on the
 AE0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0270.degrees latitude (g = 980.6199 gals.).
 AE0270
 AE0270.The modeled gravity was interpolated from observed gravity values.
 AE0270
 AE0270;                    North         East    Units  Estimated Accuracy
 AE0270;SPC TX S     - 5,048,560.      325,420.      MT  (+/- 180 meters Scaled)
 AE0270
 AE0270                          SUPERSEDED SURVEY CONTROL
 AE0270
 AE0270  NGVD 29 (??/??/92)   30.663  (m)          100.60   (f) ADJ UNCH    2 0
 AE0270
 AE0270.Superseded values are not recommended for survey control.
 AE0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0270.See file dsdata.txt to determine how the superseded data were derived.
 AE0270
 AE0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP754875(NAD 83)
 AE0270_MARKER: DB = BENCH MARK DISK
 AE0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0270_SP_SET: CULVERT
 AE0270_STAMPING: Z 683 1942
 AE0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0270
 AE0270  HISTORY     - Date     Condition        Report By
 AE0270  HISTORY     - 1942     MONUMENTED       CGS
 AE0270  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0270
 AE0270                          STATION DESCRIPTION
 AE0270
 AE0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0270'0.9 MI E FROM HIDALGO.
 AE0270'0.9 MILE EAST ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT HIDALGO,
 AE0270'HIDALGO COUNTY, 105 FEET SOUTHWEST OF THE EAST INTERSECTION OF STATE
 AE0270'HIGHWAY 336, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 36 FEET
 AE0270'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET EAST OF THE CENTERLINE
 AE0270'OF THE DIRT ROAD, AT A CONCRETE-PIPE CULVERT UNDER THE DIRT ROAD, IN
 AE0270'THE TOP OF THE SOUTH END OF THE EAST HEADWALL, AND LEVEL WITH THE
 AE0270'HIGHWAY.  A STANDARD DISK, STAMPED Z 683 1942.
 AE0270
 AE0270                          STATION RECOVERY (1981)
 AE0270
 AE0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0270'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0742 ***********************************************************************
 AB0742  DESIGNATION -  Z 684 RESET 1954
 AB0742  PID         -  AB0742
 AB0742  STATE/COUNTY-  TX/HIDALGO
 AB0742  USGS QUAD   -  EDCOUCH (1980)
 AB0742
 AB0742                         *CURRENT SURVEY CONTROL
 AB0742  ___________________________________________________________________
 AB0742* NAD 83(1986)-  26 15 30.     (N)    097 54 42.     (W)     SCALED    
 AB0742* NAVD 88     -        18.02   (meters)      59.1    (feet)  RESET     
 AB0742  ___________________________________________________________________
 AB0742  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB0742
 AB0742  VERT ORDER  -  THIRD
 AB0742
 AB0742.The horizontal coordinates were scaled from a topographic map and have
 AB0742.an estimated accuracy of +/- 6 seconds.
 AB0742
 AB0742.The orthometric height was computed from unverified reset data.
 AB0742
 AB0742.The geoid height was determined by GEOID03.
 AB0742
 AB0742;                    North         East    Units  Estimated Accuracy
 AB0742;SPC TX S     - 5,065,690.      358,770.      MT  (+/- 180 meters Scaled)
 AB0742
 AB0742                          SUPERSEDED SURVEY CONTROL
 AB0742
 AB0742.No superseded survey control is available for this station.
 AB0742
 AB0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ086047(NAD 83)
 AB0742_MARKER: DB = BENCH MARK DISK
 AB0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0742_SP_SET: CULVERT
 AB0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0742
 AB0742  HISTORY     - Date     Condition        Report By
 AB0742  HISTORY     - 1954     MONUMENTED       TXHD
 AB0742  HISTORY     - 1954     GOOD             TXHD
 AB0742
 AB0742                          STATION DESCRIPTION
 AB0742
 AB0742'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AB0742'7.8 MI N FROM MERCEDES.
 AB0742'7.8 MILES NORTH ALONG THE BASE LINE ROAD FROM THE JUNCTION OF U.S.
 AB0742'HIGHWAY 83 AT MERCEDES, HIDALGO COUNTY, 45 FEET NORTH OF THE CENTER
 AB0742'LINE OF A DIRT CROSS ROAD, IN THE TOP OF THE SOUTH END OF THE WEST
 AB0742'HEAD WALL OF A 3- BY 3-FOOT CONCRETE BOX CULVERT, 13.6 FEET WEST OF
 AB0742'THE CENTER LINE OF THE MAIN ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE
 AB0742'MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0540 ***********************************************************************
 AE0540  DESIGNATION -  Z 686
 AE0540  PID         -  AE0540
 AE0540  STATE/COUNTY-  TX/HIDALGO
 AE0540  USGS QUAD   -  CITRUS CITY (1980)
 AE0540
 AE0540                         *CURRENT SURVEY CONTROL
 AE0540  ___________________________________________________________________
 AE0540* NAD 83(1986)-  26 16 11.     (N)    098 28 54.     (W)     SCALED    
 AE0540* NAVD 88     -        51.263  (meters)     168.19   (feet)  ADJUSTED  
 AE0540  ___________________________________________________________________
 AE0540  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE0540  DYNAMIC HT  -          51.178 (meters)     167.91  (feet)  COMP
 AE0540  MODELED GRAV-     978,989.4   (mgal)                       NAVD 88
 AE0540
 AE0540  VERT ORDER  -  SECOND    CLASS 0
 AE0540
 AE0540.The horizontal coordinates were scaled from a topographic map and have
 AE0540.an estimated accuracy of +/- 6 seconds.
 AE0540
 AE0540.The orthometric height was determined by differential leveling
 AE0540.and adjusted by the National Geodetic Survey in June 1991..
 AE0540
 AE0540.The geoid height was determined by GEOID03.
 AE0540
 AE0540.The dynamic height is computed by dividing the NAVD 88
 AE0540.geopotential number by the normal gravity value computed on the
 AE0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0540.degrees latitude (g = 980.6199 gals.).
 AE0540
 AE0540.The modeled gravity was interpolated from observed gravity values.
 AE0540
 AE0540;                    North         East    Units  Estimated Accuracy
 AE0540;SPC TX S     - 5,066,820.      301,830.      MT  (+/- 180 meters Scaled)
 AE0540
 AE0540                          SUPERSEDED SURVEY CONTROL
 AE0540
 AE0540  NGVD 29 (??/??/92)   51.386  (m)          168.59   (f) ADJ UNCH    2 0
 AE0540
 AE0540.Superseded values are not recommended for survey control.
 AE0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0540.See file dsdata.txt to determine how the superseded data were derived.
 AE0540
 AE0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ517056(NAD 83)
 AE0540_MARKER: DB = BENCH MARK DISK
 AE0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0540_STAMPING: Z 686 1942
 AE0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0540+STABILITY: SURFACE MOTION
 AE0540
 AE0540  HISTORY     - Date     Condition        Report By
 AE0540  HISTORY     - 1942     MONUMENTED       CGS
 AE0540  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0540
 AE0540                          STATION DESCRIPTION
 AE0540
 AE0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0540'1.7 MI N FROM LA JOYA.
 AE0540'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0540'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0540'GRAVEL ROAD LEADING NORTH, THENCE 1.4 MILE NORTHERLY ALONG A GRAVEL
 AE0540'ROAD TO A DOUBLE CURVE AND SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE
 AE0540'NORTH OF A DOUBLE CURVE IN THE GRAVEL ROAD.  IT IS 28.5 FEET EAST OF
 AE0540'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 1.4 FOOT
 AE0540'WEST OF THE EAST RIGHT-OF-WAY FENCE.  MONUMENT IS 3.0 FEET SOUTH OF A
 AE0540'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT ABOVE THE
 AE0540'GROUND.
 AE0540
 AE0540                          STATION RECOVERY (1981)
 AE0540
 AE0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0540'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0766 ***********************************************************************
 AE0766  DESIGNATION -  Z 687
 AE0766  PID         -  AE0766
 AE0766  STATE/COUNTY-  TX/JIM HOGG
 AE0766  USGS QUAD   -  CUEVITAS (1972)
 AE0766
 AE0766                         *CURRENT SURVEY CONTROL
 AE0766  ___________________________________________________________________
 AE0766* NAD 83(1986)-  26 47 53.     (N)    098 51 18.     (W)     SCALED    
 AE0766* NAVD 88     -       171.054  (meters)     561.20   (feet)  ADJUSTED  
 AE0766  ___________________________________________________________________
 AE0766  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AE0766  DYNAMIC HT  -         170.773 (meters)     560.28  (feet)  COMP
 AE0766  MODELED GRAV-     979,006.6   (mgal)                       NAVD 88
 AE0766
 AE0766  VERT ORDER  -  SECOND    CLASS 0
 AE0766
 AE0766.The horizontal coordinates were scaled from a topographic map and have
 AE0766.an estimated accuracy of +/- 6 seconds.
 AE0766
 AE0766.The orthometric height was determined by differential leveling
 AE0766.and adjusted by the National Geodetic Survey in June 1991..
 AE0766
 AE0766.The geoid height was determined by GEOID03.
 AE0766
 AE0766.The dynamic height is computed by dividing the NAVD 88
 AE0766.geopotential number by the normal gravity value computed on the
 AE0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0766.degrees latitude (g = 980.6199 gals.).
 AE0766
 AE0766.The modeled gravity was interpolated from observed gravity values.
 AE0766
 AE0766;                    North         East    Units  Estimated Accuracy
 AE0766;SPC TX S     - 5,125,400.      264,710.      MT  (+/- 180 meters Scaled)
 AE0766
 AE0766                          SUPERSEDED SURVEY CONTROL
 AE0766
 AE0766  NGVD 29 (??/??/92)  171.094  (m)          561.33   (f) ADJ UNCH    2 0
 AE0766
 AE0766.Superseded values are not recommended for survey control.
 AE0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0766.See file dsdata.txt to determine how the superseded data were derived.
 AE0766
 AE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ144640(NAD 83)
 AE0766_MARKER: DB = BENCH MARK DISK
 AE0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0766_STAMPING: Z 687 1942
 AE0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0766+STABILITY: SURFACE MOTION
 AE0766
 AE0766  HISTORY     - Date     Condition        Report By
 AE0766  HISTORY     - 1942     MONUMENTED       CGS
 AE0766  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0766
 AE0766                          STATION DESCRIPTION
 AE0766
 AE0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0766'3.3 MI N FROM VIBORAS.
 AE0766'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED 3.3 MILES NORTHERLY
 AE0766'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.4 MILE
 AE0766'NORTH OF THE INTERSECTION OF A DIRT ROAD LEADING EASTERLY IT IS 45.0
 AE0766'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL
 AE0766'ROAD.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER
 AE0766'POST AND PROJECTS 0.1 FOOT.
 AE0766
 AE0766                          STATION RECOVERY (1972)
 AE0766
 AE0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0689 ***********************************************************************
 AE0689  DESIGNATION -  Z 688
 AE0689  PID         -  AE0689
 AE0689  STATE/COUNTY-  TX/STARR
 AE0689  USGS QUAD   -  SAGUNADA RANCH (1965)
 AE0689
 AE0689                         *CURRENT SURVEY CONTROL
 AE0689  ___________________________________________________________________
 AE0689* NAD 83(1986)-  26 24 44.     (N)    098 41 58.     (W)     SCALED    
 AE0689* NAVD 88     -        97.515  (meters)     319.93   (feet)  ADJUSTED  
 AE0689  ___________________________________________________________________
 AE0689  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0689  DYNAMIC HT  -          97.354 (meters)     319.40  (feet)  COMP
 AE0689  MODELED GRAV-     978,995.0   (mgal)                       NAVD 88
 AE0689
 AE0689  VERT ORDER  -  SECOND    CLASS 0
 AE0689
 AE0689.The horizontal coordinates were scaled from a topographic map and have
 AE0689.an estimated accuracy of +/- 6 seconds.
 AE0689
 AE0689.The orthometric height was determined by differential leveling
 AE0689.and adjusted by the National Geodetic Survey in June 1991..
 AE0689
 AE0689.The geoid height was determined by GEOID03.
 AE0689
 AE0689.The dynamic height is computed by dividing the NAVD 88
 AE0689.geopotential number by the normal gravity value computed on the
 AE0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0689.degrees latitude (g = 980.6199 gals.).
 AE0689
 AE0689.The modeled gravity was interpolated from observed gravity values.
 AE0689
 AE0689;                    North         East    Units  Estimated Accuracy
 AE0689;SPC TX S     - 5,082,620.      280,100.      MT  (+/- 180 meters Scaled)
 AE0689
 AE0689                          SUPERSEDED SURVEY CONTROL
 AE0689
 AE0689  NGVD 29 (??/??/92)   97.581  (m)          320.15   (f) ADJ UNCH    2 0
 AE0689
 AE0689.Superseded values are not recommended for survey control.
 AE0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0689.See file dsdata.txt to determine how the superseded data were derived.
 AE0689
 AE0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ299213(NAD 83)
 AE0689_MARKER: DB = BENCH MARK DISK
 AE0689_SETTING: 66 = SET IN ROCK OUTCROP
 AE0689_SP_SET: LIMESTONE BEDROCK
 AE0689_STAMPING: Z 688 1942
 AE0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0689+STABILITY: POSITION/ELEVATION WELL
 AE0689
 AE0689  HISTORY     - Date     Condition        Report By
 AE0689  HISTORY     - 1942     MONUMENTED       CGS
 AE0689
 AE0689                          STATION DESCRIPTION
 AE0689
 AE0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0689'6.6 MI N FROM GARCIASVILLE.
 AE0689'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE0689'LEADING NORTH (7.9 MILES EAST OF THE POST OFFICE AT RIO GRANDE CITY),
 AE0689'PROCEED 5.4 MILES NORTHERLY ALONG A GRAVEL ROAD TO THE SOUTH SLOPE OF
 AE0689'A RED SOIL AND ROCKY HILL AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0689'HORIZONTALLY IN THE TOP OF A 5X6 FOOT LIME STONE BED ROCK.  IT IS
 AE0689'145.0 YARDS SOUTH OF THE TOP OF A RED SOIL AND ROCKY HILL, 15.0 FEET
 AE0689'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD,
 AE0689'2.0 FEET WEST OF THE EAST RIGHT-OF-WAY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0636 ***********************************************************************
 AE0636  DESIGNATION -  Z 689
 AE0636  PID         -  AE0636
 AE0636  STATE/COUNTY-  TX/STARR
 AE0636  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0636
 AE0636                         *CURRENT SURVEY CONTROL
 AE0636  ___________________________________________________________________
 AE0636* NAD 83(1986)-  26 24 23.     (N)    098 56 43.     (W)     SCALED    
 AE0636* NAVD 88     -        53.857  (meters)     176.70   (feet)  ADJUSTED  
 AE0636  ___________________________________________________________________
 AE0636  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AE0636  DYNAMIC HT  -          53.769 (meters)     176.41  (feet)  COMP
 AE0636  MODELED GRAV-     979,014.1   (mgal)                       NAVD 88
 AE0636
 AE0636  VERT ORDER  -  FIRST     CLASS II
 AE0636
 AE0636.The horizontal coordinates were scaled from a topographic map and have
 AE0636.an estimated accuracy of +/- 6 seconds.
 AE0636
 AE0636.The orthometric height was determined by differential leveling
 AE0636.and adjusted by the National Geodetic Survey in June 1991..
 AE0636
 AE0636.The geoid height was determined by GEOID03.
 AE0636
 AE0636.The dynamic height is computed by dividing the NAVD 88
 AE0636.geopotential number by the normal gravity value computed on the
 AE0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0636.degrees latitude (g = 980.6199 gals.).
 AE0636
 AE0636.The modeled gravity was interpolated from observed gravity values.
 AE0636
 AE0636;                    North         East    Units  Estimated Accuracy
 AE0636;SPC TX S     - 5,082,040.      255,580.      MT  (+/- 180 meters Scaled)
 AE0636
 AE0636                          SUPERSEDED SURVEY CONTROL
 AE0636
 AE0636  NGVD 29 (??/??/92)   53.908  (m)          176.86   (f) ADJ UNCH    1 2
 AE0636
 AE0636.Superseded values are not recommended for survey control.
 AE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0636.See file dsdata.txt to determine how the superseded data were derived.
 AE0636
 AE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ054206(NAD 83)
 AE0636_MARKER: DB = BENCH MARK DISK
 AE0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0636_SP_SET: ABUTMENT
 AE0636_STAMPING: Z 689 1942
 AE0636_MARK LOGO: CGS   
 AE0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0636
 AE0636  HISTORY     - Date     Condition        Report By
 AE0636  HISTORY     - 1942     MONUMENTED       CGS
 AE0636  HISTORY     - 1956     GOOD             NGS
 AE0636  HISTORY     - 1981     GOOD             NGS
 AE0636
 AE0636                          STATION DESCRIPTION
 AE0636
 AE0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0636'4.7 MI E FROM ROMA.
 AE0636'4.55 MILES EAST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE0636'ROMA, THENCE 0.15 MILE SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 13 FEET
 AE0636'SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE
 AE0636'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER
 AE0636'ARROYO GARCENO.
 AE0636
 AE0636                          STATION RECOVERY (1981)
 AE0636
 AE0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0143 ***********************************************************************
 EO0143  DESIGNATION -  Z 69
 EO0143  PID         -  EO0143
 EO0143  STATE/COUNTY-  TX/BAILEY
 EO0143  USGS QUAD   -  MULESHOE (1980)
 EO0143
 EO0143                         *CURRENT SURVEY CONTROL
 EO0143  ___________________________________________________________________
 EO0143* NAD 83(1986)-  34 12 36.     (N)    102 41 53.     (W)     SCALED    
 EO0143* NAVD 88     -      1151.937  (meters)    3779.31   (feet)  ADJUSTED  
 EO0143  ___________________________________________________________________
 EO0143  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 EO0143  DYNAMIC HT  -        1150.447 (meters)    3774.42  (feet)  COMP
 EO0143  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 EO0143
 EO0143  VERT ORDER  -  FIRST     CLASS II
 EO0143
 EO0143.The horizontal coordinates were scaled from a topographic map and have
 EO0143.an estimated accuracy of +/- 6 seconds.
 EO0143
 EO0143.The orthometric height was determined by differential leveling
 EO0143.and adjusted by the National Geodetic Survey in June 1991..
 EO0143
 EO0143.The geoid height was determined by GEOID03.
 EO0143
 EO0143.The dynamic height is computed by dividing the NAVD 88
 EO0143.geopotential number by the normal gravity value computed on the
 EO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0143.degrees latitude (g = 980.6199 gals.).
 EO0143
 EO0143.The modeled gravity was interpolated from observed gravity values.
 EO0143
 EO0143;                    North         East    Units  Estimated Accuracy
 EO0143;SPC TXNC     - 2,289,780.      213,190.      MT  (+/- 180 meters Scaled)
 EO0143
 EO0143                          SUPERSEDED SURVEY CONTROL
 EO0143
 EO0143  NGVD 29 (??/??/92) 1151.381  (m)         3777.49   (f) ADJ UNCH    1 2
 EO0143
 EO0143.Superseded values are not recommended for survey control.
 EO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0143.See file dsdata.txt to determine how the superseded data were derived.
 EO0143
 EO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT120878(NAD 83)
 EO0143_MARKER: DB = BENCH MARK DISK
 EO0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0143_STAMPING: 3777.489 Z 69 1930
 EO0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0143+STABILITY: SURFACE MOTION
 EO0143
 EO0143  HISTORY     - Date     Condition        Report By
 EO0143  HISTORY     - 1930     MONUMENTED       CGS
 EO0143  HISTORY     - 1943     GOOD             NGS
 EO0143  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0143
 EO0143                          STATION DESCRIPTION
 EO0143
 EO0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EO0143'2.0 MI S FROM MULESHOE.
 EO0143'2.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EO0143'STATION AT MULESHOE, BAILEY COUNTY, ABOUT 80.0 FEET EAST OF MILEPOST
 EO0143'24, AND 48.0 FEET NORTH OF THE CENTERLINE OF THE TRACK, SET UNDER THE
 EO0143'TELEPHONE LINE, 1.0 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, SET IN
 EO0143'THE TOP OF A CONCRETE POST, PROJECTING 3-INCHES ABOVE THE GROUND.
 EO0143
 EO0143                          STATION RECOVERY (1982)
 EO0143
 EO0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4030 ***********************************************************************
 AW4030  DESIGNATION -  Z 691
 AW4030  PID         -  AW4030
 AW4030  STATE/COUNTY-  TX/FORT BEND
 AW4030  USGS QUAD   -  JULIFF (1974)
 AW4030
 AW4030                         *CURRENT SURVEY CONTROL
 AW4030  ___________________________________________________________________
 AW4030* NAD 83(1986)-  29 29 26.     (N)    095 28 02.     (W)     SCALED    
 AW4030* NAVD 88     -        19.42   (+/-2cm)      63.7    (feet)  VERTCON   
 AW4030  ___________________________________________________________________
 AW4030  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW4030
 AW4030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4030
 AW4030.The horizontal coordinates were scaled from a topographic map and have
 AW4030.an estimated accuracy of +/- 6 seconds.
 AW4030
 AW4030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4030.The vertical order pertains to the NGVD 29 superseded value.
 AW4030
 AW4030.The geoid height was determined by GEOID03.
 AW4030
 AW4030;                    North         East    Units  Estimated Accuracy
 AW4030;SPC TXSC     - 4,188,840.      942,490.      MT  (+/- 180 meters Scaled)
 AW4030
 AW4030                          SUPERSEDED SURVEY CONTROL
 AW4030
 AW4030  NGVD 29 (??/??/92)   19.418  (m)           63.71   (f) ADJ UNCH    2 0
 AW4030
 AW4030.Superseded values are not recommended for survey control.
 AW4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4030.See file dsdata.txt to determine how the superseded data were derived.
 AW4030
 AW4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN607648(NAD 83)
 AW4030_MARKER: DB = BENCH MARK DISK
 AW4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4030_STAMPING: Z 691 1942
 AW4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4030+STABILITY: SURFACE MOTION
 AW4030
 AW4030  HISTORY     - Date     Condition        Report By
 AW4030  HISTORY     - 1942     MONUMENTED       CGS
 AW4030  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW4030  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4030  HISTORY     - 19901208 MARK NOT FOUND   USPSQD
 AW4030  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 AW4030  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4030
 AW4030                          STATION DESCRIPTION
 AW4030
 AW4030'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4030'0.75 MI S FROM ARCOLA.
 AW4030'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD JUNCTION AT
 AW4030'ARCOLA, PROCEED 0.75 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD TO
 AW4030'MILE POST NO. 20 AND TO SITE OF BENCH MARK.  BENCH MARK IS 73.0 FEET
 AW4030'EAST OF AND ACROSS THE TRACK FROM THE MILE POST.  IT IS 40.7 FEET EAST
 AW4030'OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF TRACK, ABOUT 39.0 FEET
 AW4030'WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF STATE HIGHWAY NO.
 AW4030'288 RUNNING PARALLEL WITH THE TRACK AND IN LINE WITH A ROW OF POLES.
 AW4030'MONUMENT IS 2.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AW4030'PROJECTS 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4030
 AW4030                          STATION RECOVERY (1987)
 AW4030
 AW4030'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4030'MARK NOT FOUND.
 AW4030
 AW4030                          STATION RECOVERY (1988)
 AW4030
 AW4030'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4030'MARK NOT FOUND.
 AW4030
 AW4030                          STATION RECOVERY (1990)
 AW4030
 AW4030'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW4030'MARK NOT FOUND.
 AW4030
 AW4030                          STATION RECOVERY (1998)
 AW4030
 AW4030'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4030'MARK NOT FOUND.
 AW4030
 AW4030                          STATION RECOVERY (2004)
 AW4030
 AW4030'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4030'GO SOUTH ON HW 521 FROM ARCOLA TO N29 29 26 W095 28 02. THE OLD
 AW4030'RAILROAD TRACK HAS BEEN REMOVED. MARK IS 39 FEET WEST FROM CENTER OF
 AW4030'ROAD IN VERY HEAVY UNDERBRUSH. NO WITNESS POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1231 ***********************************************************************
 AW1231  DESIGNATION -  Z 692
 AW1231  PID         -  AW1231
 AW1231  STATE/COUNTY-  TX/BRAZORIA
 AW1231  USGS QUAD   -  ANGLETON (1974)
 AW1231
 AW1231                         *CURRENT SURVEY CONTROL
 AW1231  ___________________________________________________________________
 AW1231* NAD 83(1986)-  29 10 34.     (N)    095 26 29.     (W)     SCALED    
 AW1231* NAVD 88     -         9.35   (+/-2cm)      30.7    (feet)  VERTCON   
 AW1231  ___________________________________________________________________
 AW1231  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW1231
 AW1231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1231
 AW1231.The horizontal coordinates were scaled from a topographic map and have
 AW1231.an estimated accuracy of +/- 6 seconds.
 AW1231
 AW1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1231.The vertical order pertains to the NGVD 29 superseded value.
 AW1231
 AW1231.The geoid height was determined by GEOID03.
 AW1231
 AW1231;                    North         East    Units  Estimated Accuracy
 AW1231;SPC TXSC     - 4,154,080.      946,060.      MT  (+/- 180 meters Scaled)
 AW1231
 AW1231                          SUPERSEDED SURVEY CONTROL
 AW1231
 AW1231  NGVD 29 (??/??/92)    9.357  (m)           30.70   (f) ADJ UNCH    2 0
 AW1231
 AW1231.Superseded values are not recommended for survey control.
 AW1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1231.See file dsdata.txt to determine how the superseded data were derived.
 AW1231
 AW1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN625299(NAD 83)
 AW1231_MARKER: DB = BENCH MARK DISK
 AW1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1231_SP_SET: CULVERT
 AW1231_STAMPING: Z 692 1942
 AW1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1231
 AW1231  HISTORY     - Date     Condition        Report By
 AW1231  HISTORY     - 1942     MONUMENTED       CGS
 AW1231  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1231  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1231
 AW1231                          STATION DESCRIPTION
 AW1231
 AW1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW1231'0.9 MI NW FROM ANGLETON.
 AW1231'TO REACH FROM THE COUNTY COURT HOUSE AT ANGLETON, PROCEED 0.9 MILE
 AW1231'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD AND STATE HIGHWAYS NO.
 AW1231'19 TO A RAILROAD BRIDGE NO. 18.4 AND TO SITE OF BENCH MARK.  BENCH
 AW1231'MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF A 4X4 FOOT CONCRETE
 AW1231'CULVERT UNDER HIGHWAY.  IT IS 66.0 FEET NORTHEAST OF AND ABOUT 2.0
 AW1231'FEET BELOW THE CENTERLINE OF TRACK, ABOUT 12.0 FEET SOUTHWEST OF AND
 AW1231'1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY.
 AW1231
 AW1231                          STATION RECOVERY (1978)
 AW1231
 AW1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1231'SEARCHED FOR NOT RECOVERED.
 AW1231
 AW1231                          STATION RECOVERY (1997)
 AW1231
 AW1231'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1258 ***********************************************************************
 AN1258  DESIGNATION -  Z 694
 AN1258  PID         -  AN1258
 AN1258  STATE/COUNTY-  TX/REFUGIO
 AN1258  USGS QUAD   -  VIDAURRI (1978)
 AN1258
 AN1258                         *CURRENT SURVEY CONTROL
 AN1258  ___________________________________________________________________
 AN1258* NAD 83(1986)-  28 26 53.     (N)    097 07 32.     (W)     SCALED    
 AN1258* NAVD 88     -        21.27   (+/-2cm)      69.8    (feet)  VERTCON   
 AN1258  ___________________________________________________________________
 AN1258  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1258
 AN1258  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1258
 AN1258.The horizontal coordinates were scaled from a topographic map and have
 AN1258.an estimated accuracy of +/- 6 seconds.
 AN1258
 AN1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1258.The vertical order pertains to the NGVD 29 superseded value.
 AN1258
 AN1258.The geoid height was determined by GEOID03.
 AN1258
 AN1258;                    North         East    Units  Estimated Accuracy
 AN1258;SPC TXSC     - 4,069,600.      783,590.      MT  (+/- 180 meters Scaled)
 AN1258
 AN1258                          SUPERSEDED SURVEY CONTROL
 AN1258
 AN1258  NGVD 29 (??/??/92)   21.411  (m)           70.25   (f) ADJ UNCH    1 2
 AN1258
 AN1258.Superseded values are not recommended for survey control.
 AN1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1258.See file dsdata.txt to determine how the superseded data were derived.
 AN1258
 AN1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS835482(NAD 83)
 AN1258_MARKER: DB = BENCH MARK DISK
 AN1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1258_STAMPING: Z 694 1942
 AN1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1258+STABILITY: SURFACE MOTION
 AN1258
 AN1258  HISTORY     - Date     Condition        Report By
 AN1258  HISTORY     - 1942     MONUMENTED       CGS
 AN1258  HISTORY     - 1950     GOOD             NGS
 AN1258  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1258  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1258  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1258
 AN1258                          STATION DESCRIPTION
 AN1258
 AN1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1258'1.1 MI NE FROM VIDAURI.
 AN1258'1.1 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1258'RAILROAD FROM THE STATION AT VIDAURI, 88 FEET SOUTHEAST OF AND ACROSS
 AN1258'THE TRACK FROM MILEPOST 199-10, 56 FEET NORTHWEST OF THE CENTER LINE
 AN1258'OF U.S. HIGHWAY 77, 42.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT
 AN1258'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AN1258'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AN1258
 AN1258                          STATION RECOVERY (1973)
 AN1258
 AN1258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1258'MARK NOT FOUND.
 AN1258
 AN1258                          STATION RECOVERY (1978)
 AN1258
 AN1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1258'NOT RECOVERED ON THIS DATE.
 AN1258
 AN1258                          STATION RECOVERY (1994)
 AN1258
 AN1258'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0590 ***********************************************************************
 AN0590  DESIGNATION -  Z 695
 AN0590  PID         -  AN0590
 AN0590  STATE/COUNTY-  TX/CALHOUN
 AN0590  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0590
 AN0590                         *CURRENT SURVEY CONTROL
 AN0590  ___________________________________________________________________
 AN0590* NAD 83(1986)-  28 36 53.     (N)    096 41 43.     (W)     SCALED    
 AN0590* NAVD 88     -         7.92   (+/-2cm)      26.0    (feet)  VERTCON   
 AN0590  ___________________________________________________________________
 AN0590  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0590
 AN0590  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0590
 AN0590.The horizontal coordinates were scaled from a topographic map and have
 AN0590.an estimated accuracy of +/- 6 seconds.
 AN0590
 AN0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0590.The vertical order pertains to the NGVD 29 superseded value.
 AN0590
 AN0590.The geoid height was determined by GEOID03.
 AN0590
 AN0590;                    North         East    Units  Estimated Accuracy
 AN0590;SPC TXSC     - 4,088,820.      825,370.      MT  (+/- 180 meters Scaled)
 AN0590
 AN0590                          SUPERSEDED SURVEY CONTROL
 AN0590
 AN0590  NGVD 29 (??/??/92)    8.047  (m)           26.40   (f) ADJ UNCH    1 2
 AN0590
 AN0590.Superseded values are not recommended for survey control.
 AN0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0590.See file dsdata.txt to determine how the superseded data were derived.
 AN0590
 AN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS253674(NAD 83)
 AN0590_MARKER: DB = BENCH MARK DISK
 AN0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0590_STAMPING: Z 695 1943
 AN0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0590+STABILITY: SURFACE MOTION
 AN0590
 AN0590  HISTORY     - Date     Condition        Report By
 AN0590  HISTORY     - 1943     MONUMENTED       CGS
 AN0590  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0590
 AN0590                          STATION DESCRIPTION
 AN0590
 AN0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0590'4.4 MI NW FROM PORT LAVACA.
 AN0590'TO REACH FROM THE RAILROAD STATION AT PORT LAVACA, PROCEED 4.4 MILES
 AN0590'NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND SITE OF BENCH MARK.
 AN0590'BENCH MARK IS 45.0 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE
 AN0590'CENTERLINE OF TRACK.  IT IS 34.0 FEET NORTH OF AND ABOUT 1.0 FOOT
 AN0590'BELOW THE CENTERLINE OF STATE HIGHWAY NO. 87.  MONUMENT IS 3.0 FEET
 AN0590'EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AN0590'STAMPED Z 695 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AN0590
 AN0590                          STATION RECOVERY (1998)
 AN0590
 AN0590'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0604 ***********************************************************************
 AN0604  DESIGNATION -  Z 697
 AN0604  PID         -  AN0604
 AN0604  STATE/COUNTY-  TX/VICTORIA
 AN0604  USGS QUAD   -  MARCADO CREEK (1995)
 AN0604
 AN0604                         *CURRENT SURVEY CONTROL
 AN0604  ___________________________________________________________________
 AN0604* NAD 83(1986)-  28 47 25.     (N)    096 51 16.     (W)     SCALED    
 AN0604* NAVD 88     -        20.79   (+/-2cm)      68.2    (feet)  VERTCON   
 AN0604  ___________________________________________________________________
 AN0604  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0604
 AN0604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0604
 AN0604.The horizontal coordinates were scaled from a topographic map and have
 AN0604.an estimated accuracy of +/- 6 seconds.
 AN0604
 AN0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0604.The vertical order pertains to the NGVD 29 superseded value.
 AN0604
 AN0604.The geoid height was determined by GEOID03.
 AN0604
 AN0604;                    North         East    Units  Estimated Accuracy
 AN0604;SPC TXSC     - 4,107,980.      809,450.      MT  (+/- 180 meters Scaled)
 AN0604
 AN0604                          SUPERSEDED SURVEY CONTROL
 AN0604
 AN0604  NGVD 29 (??/??/92)   20.89   (m)           68.5    (f) COMPUTED    2 0
 AN0604
 AN0604.Superseded values are not recommended for survey control.
 AN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0604.See file dsdata.txt to determine how the superseded data were derived.
 AN0604
 AN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS094866(NAD 83)
 AN0604_MARKER: DB = BENCH MARK DISK
 AN0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0604_STAMPING: Z 697 1943
 AN0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0604+STABILITY: SURFACE MOTION
 AN0604
 AN0604  HISTORY     - Date     Condition        Report By
 AN0604  HISTORY     - 1943     MONUMENTED       CGS
 AN0604
 AN0604                          STATION DESCRIPTION
 AN0604
 AN0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0604'5.5 MI NE FROM GUADALUPE.
 AN0604'TO REACH FROM THE SCHOOL BUILDING AT GUADALUPE, PROCEED 5.5 MILES
 AN0604'NORTHEAST ALONG A COUNTY ROAD, TO JOG IN ROAD AND SITE OF BENCH MARK.
 AN0604'BENCH MARK IS ABOUT 150.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AN0604'FARM HOUSE, ABOUT 2.0 FEET NORTHEAST OF A GARDEN FENCE CORNER.  IT IS
 AN0604'120.0 FEET SOUTHWEST OF A CURVE IN ROAD, ABOUT 21.6 FEET SOUTHEAST AND
 AN0604'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD, ABOUT 1.0 FOOT NORTHWEST
 AN0604'OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4
 AN0604'INCH WOODEN MARKER POST AND PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0605 ***********************************************************************
 AN0605  DESIGNATION -  Z 697 RESET 1948
 AN0605  PID         -  AN0605
 AN0605  STATE/COUNTY-  TX/VICTORIA
 AN0605  USGS QUAD   -  MARCADO CREEK (1995)
 AN0605
 AN0605                         *CURRENT SURVEY CONTROL
 AN0605  ___________________________________________________________________
 AN0605* NAD 83(1986)-  28 47 25.     (N)    096 51 16.     (W)     SCALED    
 AN0605* NAVD 88     -        20.79   (+/-2cm)      68.2    (feet)  VERTCON   
 AN0605  ___________________________________________________________________
 AN0605  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0605
 AN0605  VERT ORDER  -  THIRD (See Below)
 AN0605
 AN0605.The horizontal coordinates were scaled from a topographic map and have
 AN0605.an estimated accuracy of +/- 6 seconds.
 AN0605
 AN0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0605.The vertical order pertains to the NGVD 29 superseded value.
 AN0605
 AN0605.The geoid height was determined by GEOID03.
 AN0605
 AN0605;                    North         East    Units  Estimated Accuracy
 AN0605;SPC TXSC     - 4,107,980.      809,450.      MT  (+/- 180 meters Scaled)
 AN0605
 AN0605                          SUPERSEDED SURVEY CONTROL
 AN0605
 AN0605  NGVD 29 (??/??/??)   20.89   (m)           68.5    (f) RESET       3  
 AN0605
 AN0605.Superseded values are not recommended for survey control.
 AN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0605.See file dsdata.txt to determine how the superseded data were derived.
 AN0605
 AN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS094866(NAD 83)
 AN0605_MARKER: DD = SURVEY DISK
 AN0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0605_STAMPING: Z 697 RESET 1948
 AN0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0605+STABILITY: SURFACE MOTION
 AN0605
 AN0605  HISTORY     - Date     Condition        Report By
 AN0605  HISTORY     - 1948     MONUMENTED       TXHD
 AN0605
 AN0605                          STATION DESCRIPTION
 AN0605
 AN0605'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AN0605'5.5 MI NE FROM GUADALUPE.
 AN0605'5.5 MILES NORTHEAST ALONG COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AN0605'GUADALUPE, VICTORIA COUNTY, AT A CURVE IN THE ROAD, MIDWAY BETWEEN TWO
 AN0605'FARM OUTBUILDINGS, 31.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.5
 AN0605'FEET FROM THE RIGHT-OF-WAY FENCE, 2.5 FEET WEST OF A WHITE WOODEN
 AN0605'WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.  A STANDARD
 AN0605'DISK, STAMPED Z 697 RESET 1948 AND SET IN THE TOP OF A CONCRETE POST
 AN0605'PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- THIS BENCH MARK WAS
 AN0605'ESTABLISHED AND ITS ELEVATION DETERMINED BY W.A. KING, C.E., IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0980 ***********************************************************************
 AN0980  DESIGNATION -  Z 698
 AN0980  PID         -  AN0980
 AN0980  STATE/COUNTY-  TX/VICTORIA
 AN0980  USGS QUAD   -  RAISIN (1987)
 AN0980
 AN0980                         *CURRENT SURVEY CONTROL
 AN0980  ___________________________________________________________________
 AN0980* NAD 83(1986)-  28 38 30.     (N)    097 02 47.     (W)     SCALED    
 AN0980* NAVD 88     -        26.70   (+/-2cm)      87.6    (feet)  VERTCON   
 AN0980  ___________________________________________________________________
 AN0980  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0980
 AN0980  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0980
 AN0980.The horizontal coordinates were scaled from a topographic map and have
 AN0980.an estimated accuracy of +/- 6 seconds.
 AN0980
 AN0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0980.The vertical order pertains to the NGVD 29 superseded value.
 AN0980
 AN0980.The geoid height was determined by GEOID03.
 AN0980
 AN0980;                    North         East    Units  Estimated Accuracy
 AN0980;SPC TXSC     - 4,091,180.      790,990.      MT  (+/- 180 meters Scaled)
 AN0980
 AN0980                          SUPERSEDED SURVEY CONTROL
 AN0980
 AN0980  NGVD 29 (??/??/92)   26.826  (m)           88.01   (f) ADJ UNCH    2 0
 AN0980
 AN0980.Superseded values are not recommended for survey control.
 AN0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0980.See file dsdata.txt to determine how the superseded data were derived.
 AN0980
 AN0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS909698(NAD 83)
 AN0980_MARKER: DB = BENCH MARK DISK
 AN0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0980_SP_SET: CULVERT
 AN0980_STAMPING: Z 698 1943
 AN0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0980
 AN0980  HISTORY     - Date     Condition        Report By
 AN0980  HISTORY     - 1943     MONUMENTED       CGS
 AN0980
 AN0980                          STATION DESCRIPTION
 AN0980
 AN0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0980'12.5 MI SW FROM VICTORIA.
 AN0980'TO REACH FROM THE CITY HALL AT VICTORIA, PROCEED 2.9 MILES SOUTHWEST
 AN0980'ALONG THE TEXAS AND NEW ORLEANS RAILROAD TO THE INTERSECTION OF U.S.
 AN0980'HIGHWAY NO. 77, THENCE GO 9.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 77 TO
 AN0980'A CROSS ROAD AND A 3X4 FOOT 2 SECTION CONCRETE CULVERT UNDER HIGHWAY
 AN0980'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AN0980'SOUTHEAST END OF THE NORTHEAST HEADWALL.  IT IS 15.6 FEET NORTHEAST OF
 AN0980'AND 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0981 ***********************************************************************
 AN0981  DESIGNATION -  Z 698 RESET 1954
 AN0981  PID         -  AN0981
 AN0981  STATE/COUNTY-  TX/VICTORIA
 AN0981  USGS QUAD   -  RAISIN (1987)
 AN0981
 AN0981                         *CURRENT SURVEY CONTROL
 AN0981  ___________________________________________________________________
 AN0981* NAD 83(1986)-  28 38 30.     (N)    097 02 47.     (W)     SCALED    
 AN0981* NAVD 88     -        26.72   (+/-2cm)      87.7    (feet)  VERTCON   
 AN0981  ___________________________________________________________________
 AN0981  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0981
 AN0981  VERT ORDER  -  THIRD (See Below)
 AN0981
 AN0981.The horizontal coordinates were scaled from a topographic map and have
 AN0981.an estimated accuracy of +/- 6 seconds.
 AN0981
 AN0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0981.The vertical order pertains to the NGVD 29 superseded value.
 AN0981
 AN0981.The geoid height was determined by GEOID03.
 AN0981
 AN0981;                    North         East    Units  Estimated Accuracy
 AN0981;SPC TXSC     - 4,091,180.      790,990.      MT  (+/- 180 meters Scaled)
 AN0981
 AN0981                          SUPERSEDED SURVEY CONTROL
 AN0981
 AN0981  NGVD 29 (01/29/03)   26.84   (m)           88.1    (f) RESET       3  
 AN0981
 AN0981.Superseded values are not recommended for survey control.
 AN0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0981.See file dsdata.txt to determine how the superseded data were derived.
 AN0981
 AN0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS909698(NAD 83)
 AN0981_MARKER: DB = BENCH MARK DISK
 AN0981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0981_SP_SET: CULVERT
 AN0981_STAMPING: Z 698 RESET 1954
 AN0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0981
 AN0981  HISTORY     - Date     Condition        Report By
 AN0981  HISTORY     - 1954     MONUMENTED       TXHD
 AN0981  HISTORY     - 20060815 MARK NOT FOUND   USPSQD
 AN0981
 AN0981                          STATION DESCRIPTION
 AN0981
 AN0981'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0981'12.5 MI S FROM VICTORIA.
 AN0981'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0981'CITY HALL AT VICTORIA, VICTORIA COUNTY, THENCE 9.6 MILES SOUTH ALONG
 AN0981'U.S. HIGHWAY 77.  AT A ROAD INTERSECTION, AT A CONCRETE CULVERT UNDER
 AN0981'THE HIGHWAY, IN THE TOP OF THE NORTHEAST HEADWALL, AND 0.2 FOOT HIGHER
 AN0981'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Z 698 RESET 1954.
 AN0981
 AN0981                          STATION RECOVERY (2006)
 AN0981
 AN0981'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AN0981'THIS IS NOW A FOUR LANE HIGHWAY DIVIDED BY A GRASS MEDIAN.  MARKER
 AN0981'PROBABLY DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1435 ***********************************************************************
 AN1435  DESIGNATION -  Z 699
 AN1435  PID         -  AN1435
 AN1435  STATE/COUNTY-  TX/BEE
 AN1435  USGS QUAD   -  BLANCONIA (1979)
 AN1435
 AN1435                         *CURRENT SURVEY CONTROL
 AN1435  ___________________________________________________________________
 AN1435* NAD 83(1986)-  28 23 08.     (N)    097 23 33.     (W)     SCALED    
 AN1435* NAVD 88     -        24.50   (+/-2cm)      80.4    (feet)  VERTCON   
 AN1435  ___________________________________________________________________
 AN1435  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1435
 AN1435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1435
 AN1435.The horizontal coordinates were scaled from a topographic map and have
 AN1435.an estimated accuracy of +/- 6 seconds.
 AN1435
 AN1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1435.The vertical order pertains to the NGVD 29 superseded value.
 AN1435
 AN1435.The geoid height was determined by GEOID03.
 AN1435
 AN1435;                    North         East    Units  Estimated Accuracy
 AN1435;SPC TXSC     - 4,062,290.      757,550.      MT  (+/- 180 meters Scaled)
 AN1435
 AN1435                          SUPERSEDED SURVEY CONTROL
 AN1435
 AN1435  NGVD 29 (??/??/92)   24.606  (m)           80.73   (f) ADJ UNCH    2 0
 AN1435
 AN1435.Superseded values are not recommended for survey control.
 AN1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1435.See file dsdata.txt to determine how the superseded data were derived.
 AN1435
 AN1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS574409(NAD 83)
 AN1435_MARKER: DB = BENCH MARK DISK
 AN1435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1435_SP_SET: CULVERT
 AN1435_STAMPING: Z 699 1943
 AN1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1435
 AN1435  HISTORY     - Date     Condition        Report By
 AN1435  HISTORY     - 1943     MONUMENTED       CGS
 AN1435  HISTORY     - 19960728 GOOD             USPSQD
 AN1435
 AN1435                          STATION DESCRIPTION
 AN1435
 AN1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1435'11.4 MI NW FROM REFUGIO.
 AN1435'IN BEE COUNTY, 1.7 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE COUNTY
 AN1435'COURTHOUSE AT REFUGIO, REFUGIO COUNTY, THENCE 9.7 MILES NORTHWEST
 AN1435'ALONG STATE HIGHWAY 202.  0.6 MILE SOUTH ALONG A COUNTY ROAD FROM THE
 AN1435'CATHOLIC CHURCH AT BLANCONIA, BEE COUNTY, THENCE 1.3 MILES EAST ALONG
 AN1435'STATE HIGHWAY 202.  0.8 MILE NORTHWEST OF THE BEE-REFUGIO COUNTY LINE,
 AN1435'AT A 4- BY 2-FOOT FOUR-SECTION CONCRETE CULVERT UNDER THE HIGHWAY, IN
 AN1435'THE NORTHWEST END OF THE NORTHEAST HEADWALL, 17.6 FEET NORTHEAST OF
 AN1435'THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY. A STANDARD
 AN1435'DISK, STAMPED Z 699 1943.
 AN1435
 AN1435                          STATION RECOVERY (1996)
 AN1435
 AN1435'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0378 ***********************************************************************
 DP0378  DESIGNATION -  Z 70
 DP0378  PID         -  DP0378
 DP0378  STATE/COUNTY-  TX/LUBBOCK
 DP0378  USGS QUAD   -  SHALLOWATER (1975)
 DP0378
 DP0378                         *CURRENT SURVEY CONTROL
 DP0378  ___________________________________________________________________
 DP0378* NAD 83(1986)-  33 40 14.     (N)    101 58 34.     (W)     SCALED    
 DP0378* NAVD 88     -       995.326  (meters)    3265.50   (feet)  ADJUSTED  
 DP0378  ___________________________________________________________________
 DP0378  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 DP0378  DYNAMIC HT  -         994.032 (meters)    3261.25  (feet)  COMP
 DP0378  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 DP0378
 DP0378  VERT ORDER  -  FIRST     CLASS II
 DP0378
 DP0378.The horizontal coordinates were scaled from a topographic map and have
 DP0378.an estimated accuracy of +/- 6 seconds.
 DP0378
 DP0378.The orthometric height was determined by differential leveling
 DP0378.and adjusted by the National Geodetic Survey in June 1991..
 DP0378
 DP0378.The geoid height was determined by GEOID03.
 DP0378
 DP0378.The dynamic height is computed by dividing the NAVD 88
 DP0378.geopotential number by the normal gravity value computed on the
 DP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0378.degrees latitude (g = 980.6199 gals.).
 DP0378
 DP0378.The modeled gravity was interpolated from observed gravity values.
 DP0378
 DP0378;                    North         East    Units  Estimated Accuracy
 DP0378;SPC TXNC     - 2,227,550.      277,710.      MT  (+/- 180 meters Scaled)
 DP0378
 DP0378                          SUPERSEDED SURVEY CONTROL
 DP0378
 DP0378  NGVD 29 (??/??/92)  994.914  (m)         3264.15   (f) ADJ UNCH    1 2
 DP0378
 DP0378.Superseded values are not recommended for survey control.
 DP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0378.See file dsdata.txt to determine how the superseded data were derived.
 DP0378
 DP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC240296(NAD 83)
 DP0378_MARKER: DB = BENCH MARK DISK
 DP0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0378_STAMPING: 3264.147 Z 70 1930
 DP0378_MARK LOGO: CGS   
 DP0378_PROJECTION: FLUSH
 DP0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0378+STABILITY: SURFACE MOTION
 DP0378
 DP0378  HISTORY     - Date     Condition        Report By
 DP0378  HISTORY     - 1930     MONUMENTED       CGS
 DP0378  HISTORY     - 1934     GOOD             NGS
 DP0378  HISTORY     - 1982     GOOD             NGS
 DP0378
 DP0378                          STATION DESCRIPTION
 DP0378
 DP0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0378'1.8 MI SE FROM SHALLOWATER.
 DP0378'1.8 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0378'SHALLOWATER, LUBBOCK COUNTY, ABOUT 365 FEET NORTHWEST OF MILEPOST 80,
 DP0378'ABOUT 240 FEET SOUTHEAST OF A CROSSROAD, 85 FEET NORTHWEST OF THE
 DP0378'CORNER OF THE RAILROAD PROPERTY, 50 FEET SOUTHWEST OF THE CENTERLINE
 DP0378'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 DP0378'INCH ABOVE GROUND.
 DP0378
 DP0378                          STATION RECOVERY (1982)
 DP0378
 DP0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0378'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.9 KM (9.9
 DP0378'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 DP0378'STATION IN LUBBOCK, 111.3 METERS (365.2 FT) NORTHWEST OF MILEPOST 80,
 DP0378'73.2 METERS (240.2 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD
 DP0378'LEADING NORTHEAST, 18.4 METERS (60.4 FT) NORTHEAST OF THE CENTERLINE
 DP0378'OF THE NORTHWEST BOUND LANES OF U.S.  HIGHWAY 84 AND 14.4 METERS
 DP0378'(47.2 FT) SOUTHWEST OF THE NEAR RAIL.
 DP0378'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0378'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0289 ***********************************************************************
 BO0289  DESIGNATION -  Z 702
 BO0289  PID         -  BO0289
 BO0289  STATE/COUNTY-  TX/VAL VERDE
 BO0289  USGS QUAD   -  PANDALE (1970)
 BO0289
 BO0289                         *CURRENT SURVEY CONTROL
 BO0289  ___________________________________________________________________
 BO0289* NAD 83(1986)-  30 13 07.     (N)    101 33 38.     (W)     SCALED    
 BO0289* NAVD 88     -       518.454  (meters)    1700.96   (feet)  ADJUSTED  
 BO0289  ___________________________________________________________________
 BO0289  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 BO0289  DYNAMIC HT  -         517.686 (meters)    1698.44  (feet)  COMP
 BO0289  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 BO0289
 BO0289  VERT ORDER  -  FIRST     CLASS II
 BO0289
 BO0289.The horizontal coordinates were scaled from a topographic map and have
 BO0289.an estimated accuracy of +/- 6 seconds.
 BO0289
 BO0289.The orthometric height was determined by differential leveling
 BO0289.and adjusted by the National Geodetic Survey in June 1991..
 BO0289
 BO0289.The geoid height was determined by GEOID03.
 BO0289
 BO0289.The dynamic height is computed by dividing the NAVD 88
 BO0289.geopotential number by the normal gravity value computed on the
 BO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0289.degrees latitude (g = 980.6199 gals.).
 BO0289
 BO0289.The modeled gravity was interpolated from observed gravity values.
 BO0289
 BO0289;                    North         East    Units  Estimated Accuracy
 BO0289;SPC TXSC     - 4,267,060.      353,510.      MT  (+/- 180 meters Scaled)
 BO0289
 BO0289                          SUPERSEDED SURVEY CONTROL
 BO0289
 BO0289  NGVD 29 (??/??/92)  518.312  (m)         1700.50   (f) ADJ UNCH    1 2
 BO0289
 BO0289.Superseded values are not recommended for survey control.
 BO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0289.See file dsdata.txt to determine how the superseded data were derived.
 BO0289
 BO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU535457(NAD 83)
 BO0289_MARKER: DB = BENCH MARK DISK
 BO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0289_STAMPING: Z 702 1942
 BO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0289+STABILITY: SURFACE MOTION
 BO0289
 BO0289  HISTORY     - Date     Condition        Report By
 BO0289  HISTORY     - 1942     MONUMENTED       CGS
 BO0289  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0289
 BO0289                          STATION DESCRIPTION
 BO0289
 BO0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0289'2.2 MI N FROM PANDALE.
 BO0289'THIS MARK IS ABOUT 2.2 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0289'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 24.5 FEET NORTHEAST OF THE
 BO0289'CENTER LINE OF THE DIRT ROAD, 52.0 FEET WEST OF A 10-INCH CEDER TREE,
 BO0289'345.0 FEET NORTHWEST OF THE CENTER LINE OF A RANCH ROAD, ABOUT LEVEL
 BO0289'WITH THE ROAD.
 BO0289
 BO0289                          STATION RECOVERY (1970)
 BO0289
 BO0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0302 ***********************************************************************
 AZ0302  DESIGNATION -  Z 703
 AZ0302  PID         -  AZ0302
 AZ0302  STATE/COUNTY-  TX/VAL VERDE
 AZ0302  USGS QUAD   -  HARKELL CANYON (1973)
 AZ0302
 AZ0302                         *CURRENT SURVEY CONTROL
 AZ0302  ___________________________________________________________________
 AZ0302* NAD 83(1986)-  29 56 04.     (N)    101 35 08.     (W)     SCALED    
 AZ0302* NAVD 88     -       494.063  (meters)    1620.94   (feet)  ADJUSTED  
 AZ0302  ___________________________________________________________________
 AZ0302  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AZ0302  DYNAMIC HT  -         493.334 (meters)    1618.55  (feet)  COMP
 AZ0302  MODELED GRAV-     979,151.2   (mgal)                       NAVD 88
 AZ0302
 AZ0302  VERT ORDER  -  FIRST     CLASS II
 AZ0302
 AZ0302.The horizontal coordinates were scaled from a topographic map and have
 AZ0302.an estimated accuracy of +/- 6 seconds.
 AZ0302
 AZ0302.The orthometric height was determined by differential leveling
 AZ0302.and adjusted by the National Geodetic Survey in June 1991..
 AZ0302
 AZ0302.The geoid height was determined by GEOID03.
 AZ0302
 AZ0302.The dynamic height is computed by dividing the NAVD 88
 AZ0302.geopotential number by the normal gravity value computed on the
 AZ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0302.degrees latitude (g = 980.6199 gals.).
 AZ0302
 AZ0302.The modeled gravity was interpolated from observed gravity values.
 AZ0302
 AZ0302;                    North         East    Units  Estimated Accuracy
 AZ0302;SPC TXSC     - 4,235,620.      350,410.      MT  (+/- 180 meters Scaled)
 AZ0302
 AZ0302                          SUPERSEDED SURVEY CONTROL
 AZ0302
 AZ0302  NGVD 29 (??/??/92)  493.936  (m)         1620.52   (f) ADJ UNCH    1 2
 AZ0302
 AZ0302.Superseded values are not recommended for survey control.
 AZ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0302.See file dsdata.txt to determine how the superseded data were derived.
 AZ0302
 AZ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU504143(NAD 83)
 AZ0302_MARKER: DB = BENCH MARK DISK
 AZ0302_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0302_SP_SET: OUTCROP
 AZ0302_STAMPING: Z 703 1942
 AZ0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0302+STABILITY: POSITION/ELEVATION WELL
 AZ0302
 AZ0302  HISTORY     - Date     Condition        Report By
 AZ0302  HISTORY     - 1942     MONUMENTED       CGS
 AZ0302  HISTORY     - 1973     GOOD             USGS
 AZ0302  HISTORY     - 20010607 GOOD             USPSQD
 AZ0302
 AZ0302                          STATION DESCRIPTION
 AZ0302
 AZ0302'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0302'9.9 MI N FROM LANGTRY.
 AZ0302'ABOUT 9.8 MI. NORTH ALONG A DIRT ROAD TO PANHANDLE FROM THE SOUTHERN
 AZ0302'PACIFIC CO. RAILROAD STATION AT LANGTRY, ABOUT 700 FEET WEST ALONG A
 AZ0302'FENCE TO AN OLD ROAD, 0.1 MI. SOUTH FROM A STOCKGUARD IN THE OLD ROAD,
 AZ0302'78.5 FEET NORTHEAST OF THE CENTER LINE OF THE OLD ROAD, IN THE TOP OF
 AZ0302'A ROCK OUTCROP, NEAR A ROCK CAIRN AND ABOUT LEVEL WITH THE OLD ROAD. A
 AZ0302'STANDARD DISK STAMPED Z 703 1942.
 AZ0302
 AZ0302                          STATION RECOVERY (2001)
 AZ0302
 AZ0302'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0501 ***********************************************************************
 CD0501  DESIGNATION -  Z 704
 CD0501  PID         -  CD0501
 CD0501  STATE/COUNTY-  TX/HUDSPETH
 CD0501  USGS QUAD   -  PIERCE RANCH (1979)
 CD0501
 CD0501                         *CURRENT SURVEY CONTROL
 CD0501  ___________________________________________________________________
 CD0501* NAD 83(1986)-  31 19 29.     (N)    105 20 00.     (W)     SCALED    
 CD0501* NAVD 88     -      1431.935  (meters)    4697.94   (feet)  ADJUSTED  
 CD0501  ___________________________________________________________________
 CD0501  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CD0501  DYNAMIC HT  -        1429.671 (meters)    4690.51  (feet)  COMP
 CD0501  MODELED GRAV-     979,009.0   (mgal)                       NAVD 88
 CD0501
 CD0501  VERT ORDER  -  FIRST     CLASS II
 CD0501
 CD0501.The horizontal coordinates were scaled from a topographic map and have
 CD0501.an estimated accuracy of +/- 6 seconds.
 CD0501
 CD0501.The orthometric height was determined by differential leveling
 CD0501.and adjusted by the National Geodetic Survey in June 1991..
 CD0501
 CD0501.The geoid height was determined by GEOID03.
 CD0501
 CD0501.The dynamic height is computed by dividing the NAVD 88
 CD0501.geopotential number by the normal gravity value computed on the
 CD0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0501.degrees latitude (g = 980.6199 gals.).
 CD0501
 CD0501.The modeled gravity was interpolated from observed gravity values.
 CD0501
 CD0501;                    North         East    Units  Estimated Accuracy
 CD0501;SPC TX C     - 3,194,500.      224,310.      MT  (+/- 180 meters Scaled)
 CD0501
 CD0501                          SUPERSEDED SURVEY CONTROL
 CD0501
 CD0501  NGVD 29 (??/??/92) 1431.341  (m)         4695.99   (f) ADJ UNCH    1 2
 CD0501
 CD0501.Superseded values are not recommended for survey control.
 CD0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0501.See file dsdata.txt to determine how the superseded data were derived.
 CD0501
 CD0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ682656(NAD 83)
 CD0501_MARKER: DB = BENCH MARK DISK
 CD0501_SETTING: 66 = SET IN ROCK OUTCROP
 CD0501_SP_SET: OUTCROP
 CD0501_STAMPING: Z 704 1942
 CD0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0501+STABILITY: POSITION/ELEVATION WELL
 CD0501
 CD0501  HISTORY     - Date     Condition        Report By
 CD0501  HISTORY     - 1942     MONUMENTED       CGS
 CD0501  HISTORY     - 1958     GOOD             NGS
 CD0501
 CD0501                          STATION DESCRIPTION
 CD0501
 CD0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0501'11.55 MI N FROM SIERRA BLANCA.
 CD0501'ABOUT 11.55 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0501'PACIFIC RAILROAD STATION AT SIERRA BLANCA, IN THE TOP OF A LARGE FLAT
 CD0501'ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND, 33 FEET WEST OF THE
 CD0501'CENTER LINE OF THE ROAD, 40 YARDS SOUTH OF THE CREST OF A SMALL HILL,
 CD0501'21 FEET SOUTHEAST OF A CONCRETE RIGHT OF WAY MARKER, 16 FEET EAST OF A
 CD0501'FENCE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0452 ***********************************************************************
 CD0452  DESIGNATION -  Z 705
 CD0452  PID         -  CD0452
 CD0452  STATE/COUNTY-  TX/HUDSPETH
 CD0452  USGS QUAD   -  HUECO STATION (1984)
 CD0452
 CD0452                         *CURRENT SURVEY CONTROL
 CD0452  ___________________________________________________________________
 CD0452* NAD 83(1986)-  31 40 48.     (N)    105 22 19.     (W)     SCALED    
 CD0452* NAVD 88     -      1267.989  (meters)    4160.06   (feet)  ADJUSTED  
 CD0452  ___________________________________________________________________
 CD0452  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0452  DYNAMIC HT  -        1266.065 (meters)    4153.75  (feet)  COMP
 CD0452  MODELED GRAV-     979,077.7   (mgal)                       NAVD 88
 CD0452
 CD0452  VERT ORDER  -  FIRST     CLASS II
 CD0452
 CD0452.The horizontal coordinates were scaled from a topographic map and have
 CD0452.an estimated accuracy of +/- 6 seconds.
 CD0452
 CD0452.The orthometric height was determined by differential leveling
 CD0452.and adjusted by the National Geodetic Survey in June 1991..
 CD0452
 CD0452.The geoid height was determined by GEOID03.
 CD0452
 CD0452.The dynamic height is computed by dividing the NAVD 88
 CD0452.geopotential number by the normal gravity value computed on the
 CD0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0452.degrees latitude (g = 980.6199 gals.).
 CD0452
 CD0452.The modeled gravity was interpolated from observed gravity values.
 CD0452
 CD0452;                    North         East    Units  Estimated Accuracy
 CD0452;SPC TX C     - 3,234,010.      222,430.      MT  (+/- 180 meters Scaled)
 CD0452
 CD0452                          SUPERSEDED SURVEY CONTROL
 CD0452
 CD0452  NGVD 29 (??/??/92) 1267.435  (m)         4158.24   (f) ADJ UNCH    1 2
 CD0452
 CD0452.Superseded values are not recommended for survey control.
 CD0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0452.See file dsdata.txt to determine how the superseded data were derived.
 CD0452
 CD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR647050(NAD 83)
 CD0452_MARKER: DB = BENCH MARK DISK
 CD0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0452_STAMPING: Z 705 1942
 CD0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0452+STABILITY: SURFACE MOTION
 CD0452
 CD0452  HISTORY     - Date     Condition        Report By
 CD0452  HISTORY     - 1942     MONUMENTED       CGS
 CD0452  HISTORY     - 1958     GOOD             NGS
 CD0452  HISTORY     - 1977     GOOD             NGS
 CD0452
 CD0452                          STATION DESCRIPTION
 CD0452
 CD0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0452'36.95 MI N FROM SIERRA BLANCA.
 CD0452'ABOUT 36.95 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0452'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 120 FEET WEST OF THE CENTER
 CD0452'LINE OF THE ROAD, 24 FEET WEST OF THE CENTER LINE OF THE OLD ROAD, 95
 CD0452'FEET NORTH OF A POWER POLE, 2 FEET EAST OF A FENCE, 2 FEET NORTH OF A
 CD0452'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 CD0452'OF A CONCRETE POST PROJECTING 4 INCHES.
 CD0452
 CD0452                          STATION RECOVERY (1977)
 CD0452
 CD0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0452'40.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0452'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 5.75 MILES
 CD0452'SOUTH ALONG RANCH ROAD 1111, 119.5 FT. WEST OF THE CENTER LINE OF
 CD0452'THE ROAD, 94 FT. NORTH-NORTHEAST OF A POWER LINE POLE, 1.5 FT.
 CD0452'EAST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0397 ***********************************************************************
 BP0397  DESIGNATION -  Z 706
 BP0397  PID         -  BP0397
 BP0397  STATE/COUNTY-  TX/BREWSTER
 BP0397  USGS QUAD   -  MOUNT ORD (1983)
 BP0397
 BP0397                         *CURRENT SURVEY CONTROL
 BP0397  ___________________________________________________________________
 BP0397* NAD 83(1986)-  30 09 44.     (N)    103 34 47.     (W)     SCALED    
 BP0397* NAVD 88     -      1491.991  (meters)    4894.97   (feet)  ADJUSTED  
 BP0397  ___________________________________________________________________
 BP0397  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 BP0397  DYNAMIC HT  -        1489.506 (meters)    4886.82  (feet)  COMP
 BP0397  MODELED GRAV-     978,922.9   (mgal)                       NAVD 88
 BP0397
 BP0397  VERT ORDER  -  SECOND    CLASS 0
 BP0397
 BP0397.The horizontal coordinates were scaled from a topographic map and have
 BP0397.an estimated accuracy of +/- 6 seconds.
 BP0397
 BP0397.The orthometric height was determined by differential leveling
 BP0397.and adjusted by the National Geodetic Survey in June 1991..
 BP0397
 BP0397.The geoid height was determined by GEOID03.
 BP0397
 BP0397.The dynamic height is computed by dividing the NAVD 88
 BP0397.geopotential number by the normal gravity value computed on the
 BP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0397.degrees latitude (g = 980.6199 gals.).
 BP0397
 BP0397.The modeled gravity was interpolated from observed gravity values.
 BP0397
 BP0397;                    North         East    Units  Estimated Accuracy
 BP0397;SPC TXSC     - 4,266,750.      158,970.      MT  (+/- 180 meters Scaled)
 BP0397
 BP0397                          SUPERSEDED SURVEY CONTROL
 BP0397
 BP0397  NGVD 29 (??/??/92) 1491.470  (m)         4893.26   (f) ADJ UNCH    2 0
 BP0397
 BP0397.Superseded values are not recommended for survey control.
 BP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0397.See file dsdata.txt to determine how the superseded data were derived.
 BP0397
 BP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP367376(NAD 83)
 BP0397_MARKER: DB = BENCH MARK DISK
 BP0397_SETTING: 66 = SET IN ROCK OUTCROP
 BP0397_SP_SET: ROCK OUTCROP
 BP0397_STAMPING: Z 706 1943
 BP0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0397+STABILITY: POSITION/ELEVATION WELL
 BP0397
 BP0397  HISTORY     - Date     Condition        Report By
 BP0397  HISTORY     - 1943     MONUMENTED       CGS
 BP0397  HISTORY     - 1958     GOOD             NGS
 BP0397  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0397
 BP0397                          STATION DESCRIPTION
 BP0397
 BP0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0397'17.1 MI S FROM ALPINE.
 BP0397'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0397'STATION AT ALPINE, THENCE ABOUT 16.7 MILES SOUTH ALONG STATE HIGHWAY
 BP0397'118.  IN THE TOP OF A ROCK OUTCROP PROJECTING 2 FEET ON THE SOUTHEAST
 BP0397'SIDE, SURROUNDED BY A CIRCLE OF LOOSE ROCK, 181 FEET NORTHWEST OF THE
 BP0397'CENTER LINE OF THE HIGHWAY, ON THE CREST OF A HILL, 119 FEET NORTHWEST
 BP0397'OF THE NORTHWEST HIGHWAY RIGHT OF WAY FENCE, 40 FEET NORTHEAST OF THE
 BP0397'CENTER LINE OF THE OLD HIGHWAY, AND ABOUT 23 FEET ABOVE THE LEVEL OF
 BP0397'THE HIGHWAY.
 BP0397
 BP0397                          STATION RECOVERY (1996)
 BP0397
 BP0397'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0287 ***********************************************************************
 BA0287  DESIGNATION -  Z 707
 BA0287  PID         -  BA0287
 BA0287  STATE/COUNTY-  TX/BREWSTER
 BA0287  USGS QUAD   -  BUCK HILL (1983)
 BA0287
 BA0287                         *CURRENT SURVEY CONTROL
 BA0287  ___________________________________________________________________
 BA0287* NAD 83(1986)-  29 49 57.     (N)    103 34 35.     (W)     SCALED    
 BA0287* NAVD 88     -      1160.805  (meters)    3808.41   (feet)  ADJUSTED  
 BA0287  ___________________________________________________________________
 BA0287  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 BA0287  DYNAMIC HT  -        1158.899 (meters)    3802.15  (feet)  COMP
 BA0287  MODELED GRAV-     978,960.3   (mgal)                       NAVD 88
 BA0287
 BA0287  VERT ORDER  -  SECOND    CLASS 0
 BA0287
 BA0287.The horizontal coordinates were scaled from a topographic map and have
 BA0287.an estimated accuracy of +/- 6 seconds.
 BA0287
 BA0287.The orthometric height was determined by differential leveling
 BA0287.and adjusted by the National Geodetic Survey in June 1991..
 BA0287
 BA0287.The geoid height was determined by GEOID03.
 BA0287
 BA0287.The dynamic height is computed by dividing the NAVD 88
 BA0287.geopotential number by the normal gravity value computed on the
 BA0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0287.degrees latitude (g = 980.6199 gals.).
 BA0287
 BA0287.The modeled gravity was interpolated from observed gravity values.
 BA0287
 BA0287;                    North         East    Units  Estimated Accuracy
 BA0287;SPC TXSC     - 4,230,220.      157,860.      MT  (+/- 180 meters Scaled)
 BA0287
 BA0287                          SUPERSEDED SURVEY CONTROL
 BA0287
 BA0287  NGVD 29 (??/??/92) 1160.332  (m)         3806.86   (f) ADJ UNCH    2 0
 BA0287
 BA0287.Superseded values are not recommended for survey control.
 BA0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0287.See file dsdata.txt to determine how the superseded data were derived.
 BA0287
 BA0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP375010(NAD 83)
 BA0287_MARKER: DB = BENCH MARK DISK
 BA0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0287_STAMPING: Z 707 1943
 BA0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0287+STABILITY: SURFACE MOTION
 BA0287
 BA0287  HISTORY     - Date     Condition        Report By
 BA0287  HISTORY     - 1943     MONUMENTED       CGS
 BA0287  HISTORY     - 1958     GOOD             NGS
 BA0287  HISTORY     - 1975     MARK NOT FOUND   USGS
 BA0287  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0287
 BA0287                          STATION DESCRIPTION
 BA0287
 BA0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0287'40.95 MI S FROM ALPINE.
 BA0287'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0287'STATION AT ALPINE, THENCE ABOUT 40.55 MILES SOUTH ALONG STATE HIGHWAY
 BA0287'118.  60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 7.2 MILES
 BA0287'SOUTH OF THE LYKES BROS. 0-2 RANCH ENTRANCE, 1 FOOT EAST OF A WOVEN
 BA0287'WIRE FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 BA0287'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BA0287'PROJECTING 3 INCHES.
 BA0287
 BA0287                          STATION RECOVERY (1975)
 BA0287
 BA0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BA0287'MARK NOT FOUND.
 BA0287
 BA0287                          STATION RECOVERY (2001)
 BA0287
 BA0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0287'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0320 ***********************************************************************
 BP0320  DESIGNATION -  Z 709
 BP0320  PID         -  BP0320
 BP0320  STATE/COUNTY-  TX/BREWSTER
 BP0320  USGS QUAD   -  SIMPSON SPRINGS MOUNTAIN (1983)
 BP0320
 BP0320                         *CURRENT SURVEY CONTROL
 BP0320  ___________________________________________________________________
 BP0320* NAD 83(1986)-  30 03 07.     (N)    103 15 40.     (W)     SCALED    
 BP0320* NAVD 88     -      1151.220  (meters)    3776.96   (feet)  ADJUSTED  
 BP0320  ___________________________________________________________________
 BP0320  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BP0320  DYNAMIC HT  -        1149.354 (meters)    3770.84  (feet)  COMP
 BP0320  MODELED GRAV-     978,981.4   (mgal)                       NAVD 88
 BP0320
 BP0320  VERT ORDER  -  SECOND    CLASS 0
 BP0320
 BP0320.The horizontal coordinates were scaled from a topographic map and have
 BP0320.an estimated accuracy of +/- 6 seconds.
 BP0320
 BP0320.The orthometric height was determined by differential leveling
 BP0320.and adjusted by the National Geodetic Survey in June 1991..
 BP0320
 BP0320.The geoid height was determined by GEOID03.
 BP0320
 BP0320.The dynamic height is computed by dividing the NAVD 88
 BP0320.geopotential number by the normal gravity value computed on the
 BP0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0320.degrees latitude (g = 980.6199 gals.).
 BP0320
 BP0320.The modeled gravity was interpolated from observed gravity values.
 BP0320
 BP0320;                    North         East    Units  Estimated Accuracy
 BP0320;SPC TXSC     - 4,253,370.      189,190.      MT  (+/- 180 meters Scaled)
 BP0320
 BP0320                          SUPERSEDED SURVEY CONTROL
 BP0320
 BP0320  NGVD 29 (??/??/92) 1150.820  (m)         3775.65   (f) ADJ UNCH    2 0
 BP0320
 BP0320.Superseded values are not recommended for survey control.
 BP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0320.See file dsdata.txt to determine how the superseded data were derived.
 BP0320
 BP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP676258(NAD 83)
 BP0320_MARKER: DB = BENCH MARK DISK
 BP0320_SETTING: 66 = SET IN ROCK OUTCROP
 BP0320_SP_SET: ROCK OUTCROP
 BP0320_STAMPING: Z 709 1943
 BP0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0320+STABILITY: POSITION/ELEVATION WELL
 BP0320
 BP0320  HISTORY     - Date     Condition        Report By
 BP0320  HISTORY     - 1943     MONUMENTED       CGS
 BP0320  HISTORY     - 1966     GOOD             NGS
 BP0320  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0320
 BP0320                          STATION DESCRIPTION
 BP0320
 BP0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0320'11.35 MI S FROM MARATHON.
 BP0320'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0320'THE STATION AT MARATHON, THENCE 8.85 MILES SOUTH ALONG U. S. HIGHWAY
 BP0320'385, THENCE 2.0 MILES SOUTHEAST ALONG THE OLD ROAD GRADE, IN THE TOP
 BP0320'OF A ROCK OUTCROP, 3 FEET ABOVE THE LEVEL OF THE ROAD, 21 FEET
 BP0320'SOUTHWEST OF THE CENTERLINE OF THE ROAD, ON THE CREST OF A SMALL HILL,
 BP0320'0.2 MILES SOUTHEAST OF A WINDMILL, AND 21 1/2 FEET NORTHEAST OF A
 BP0320'FENCE.
 BP0320
 BP0320                          STATION RECOVERY (2001)
 BP0320
 BP0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0320'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0265 ***********************************************************************
 DP0265  DESIGNATION -  Z 71
 DP0265  PID         -  DP0265
 DP0265  STATE/COUNTY-  TX/GARZA
 DP0265  USGS QUAD   -  POST WEST (1969)
 DP0265
 DP0265                         *CURRENT SURVEY CONTROL
 DP0265  ___________________________________________________________________
 DP0265* NAD 83(1986)-  33 13 23.     (N)    101 23 53.     (W)     SCALED    
 DP0265* NAVD 88     -       812.822  (meters)    2666.73   (feet)  ADJUSTED  
 DP0265  ___________________________________________________________________
 DP0265  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 DP0265  DYNAMIC HT  -         811.775 (meters)    2663.30  (feet)  COMP
 DP0265  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 DP0265
 DP0265  VERT ORDER  -  FIRST     CLASS II
 DP0265
 DP0265.The horizontal coordinates were scaled from a topographic map and have
 DP0265.an estimated accuracy of +/- 6 seconds.
 DP0265
 DP0265.The orthometric height was determined by differential leveling
 DP0265.and adjusted by the National Geodetic Survey in June 1991..
 DP0265
 DP0265.The geoid height was determined by GEOID03.
 DP0265
 DP0265.The dynamic height is computed by dividing the NAVD 88
 DP0265.geopotential number by the normal gravity value computed on the
 DP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0265.degrees latitude (g = 980.6199 gals.).
 DP0265
 DP0265.The modeled gravity was interpolated from observed gravity values.
 DP0265
 DP0265;                    North         East    Units  Estimated Accuracy
 DP0265;SPC TXNC     - 2,176,310.      329,920.      MT  (+/- 180 meters Scaled)
 DP0265
 DP0265                          SUPERSEDED SURVEY CONTROL
 DP0265
 DP0265  NGVD 29 (??/??/92)  812.347  (m)         2665.18   (f) ADJ UNCH    1 2
 DP0265
 DP0265.Superseded values are not recommended for survey control.
 DP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0265.See file dsdata.txt to determine how the superseded data were derived.
 DP0265
 DP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB765785(NAD 83)
 DP0265_MARKER: DB = BENCH MARK DISK
 DP0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0265_STAMPING: 2665.175 Z 71 1931
 DP0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0265+STABILITY: SURFACE MOTION
 DP0265
 DP0265  HISTORY     - Date     Condition        Report By
 DP0265  HISTORY     - 1931     MONUMENTED       CGS
 DP0265  HISTORY     - 1934     GOOD             NGS
 DP0265  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0265
 DP0265                          STATION DESCRIPTION
 DP0265
 DP0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0265'2 MI NW FROM POST.
 DP0265'2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM POST,
 DP0265'GARZA COUNTY, SOUTHWEST OF MILEPOST 711, 0.4 MILE SOUTHEAST OF A
 DP0265'CROSSROAD, 100 FEET SOUTHWEST OF THE TRACK, AND SET IN THE TOP OF A
 DP0265'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 DP0265
 DP0265                          STATION RECOVERY (1969)
 DP0265
 DP0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0333 ***********************************************************************
 CB0333  DESIGNATION -  Z 710
 CB0333  PID         -  CB0333
 CB0333  STATE/COUNTY-  TX/GLASSCOCK
 CB0333  USGS QUAD   -  GARDEN CITY (1963)
 CB0333
 CB0333                         *CURRENT SURVEY CONTROL
 CB0333  ___________________________________________________________________
 CB0333* NAD 83(1986)-  31 51 27.     (N)    101 26 12.     (W)     SCALED    
 CB0333* NAVD 88     -       814.865  (meters)    2673.44   (feet)  ADJUSTED  
 CB0333  ___________________________________________________________________
 CB0333  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CB0333  DYNAMIC HT  -         813.736 (meters)    2669.73  (feet)  COMP
 CB0333  MODELED GRAV-     979,226.3   (mgal)                       NAVD 88
 CB0333
 CB0333  VERT ORDER  -  SECOND    CLASS 0
 CB0333
 CB0333.The horizontal coordinates were scaled from a topographic map and have
 CB0333.an estimated accuracy of +/- 6 seconds.
 CB0333
 CB0333.The orthometric height was determined by differential leveling
 CB0333.and adjusted by the National Geodetic Survey in June 1991..
 CB0333
 CB0333.The geoid height was determined by GEOID03.
 CB0333
 CB0333.The dynamic height is computed by dividing the NAVD 88
 CB0333.geopotential number by the normal gravity value computed on the
 CB0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0333.degrees latitude (g = 980.6199 gals.).
 CB0333
 CB0333.The modeled gravity was interpolated from observed gravity values.
 CB0333
 CB0333;                    North         East    Units  Estimated Accuracy
 CB0333;SPC TX C     - 3,243,390.      595,580.      MT  (+/- 180 meters Scaled)
 CB0333
 CB0333                          SUPERSEDED SURVEY CONTROL
 CB0333
 CB0333  NGVD 29 (??/??/92)  814.590  (m)         2672.53   (f) ADJ UNCH    2 0
 CB0333
 CB0333.Superseded values are not recommended for survey control.
 CB0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0333.See file dsdata.txt to determine how the superseded data were derived.
 CB0333
 CB0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA694272(NAD 83)
 CB0333_MARKER: DB = BENCH MARK DISK
 CB0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0333_STAMPING: Z 710 1942
 CB0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0333+STABILITY: SURFACE MOTION
 CB0333
 CB0333  HISTORY     - Date     Condition        Report By
 CB0333  HISTORY     - 1942     MONUMENTED       CGS
 CB0333  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0333
 CB0333                          STATION DESCRIPTION
 CB0333
 CB0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0333'2.8 MI E FROM GARDEN CITY.
 CB0333'2.8 MILES EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0333'GARDEN CITY, GLASSCOCK COUNTY, 0.5 MILE WEST OF A WINDMILL ON THE
 CB0333'NORTH SIDE OF THE HIGHWAY, 0.3 MILE EAST OF A DRAW, 225 FEET WEST OF A
 CB0333'CORRUGATED-IRON DUAL-BARREL CULVERT, 60 FEET SOUTH OF THE CENTERLINE
 CB0333'OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.5 FEET
 CB0333'EAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE HIGHWAY. AND SET
 CB0333'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CB0333
 CB0333                          STATION RECOVERY (1973)
 CB0333
 CB0333'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0296 ***********************************************************************
 CB0296  DESIGNATION -  Z 712
 CB0296  PID         -  CB0296
 CB0296  STATE/COUNTY-  TX/GLASSCOCK
 CB0296  USGS QUAD   -  GARDEN CITY (1963)
 CB0296
 CB0296                         *CURRENT SURVEY CONTROL
 CB0296  ___________________________________________________________________
 CB0296* NAD 83(1986)-  31 51 49.     (N)    101 28 50.     (W)     SCALED    
 CB0296* NAVD 88     -       803.334  (meters)    2635.61   (feet)  ADJUSTED  
 CB0296  ___________________________________________________________________
 CB0296  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CB0296  DYNAMIC HT  -         802.221 (meters)    2631.95  (feet)  COMP
 CB0296  MODELED GRAV-     979,226.5   (mgal)                       NAVD 88
 CB0296
 CB0296  VERT ORDER  -  SECOND    CLASS 0
 CB0296
 CB0296.The horizontal coordinates were scaled from a topographic map and have
 CB0296.an estimated accuracy of +/- 6 seconds.
 CB0296
 CB0296.The orthometric height was determined by differential leveling
 CB0296.and adjusted by the National Geodetic Survey in June 1991..
 CB0296
 CB0296.The geoid height was determined by GEOID03.
 CB0296
 CB0296.The dynamic height is computed by dividing the NAVD 88
 CB0296.geopotential number by the normal gravity value computed on the
 CB0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0296.degrees latitude (g = 980.6199 gals.).
 CB0296
 CB0296.The modeled gravity was interpolated from observed gravity values.
 CB0296
 CB0296;                    North         East    Units  Estimated Accuracy
 CB0296;SPC TX C     - 3,244,110.      591,440.      MT  (+/- 180 meters Scaled)
 CB0296
 CB0296                          SUPERSEDED SURVEY CONTROL
 CB0296
 CB0296  NGVD 29 (??/??/92)  803.056  (m)         2634.69   (f) ADJ UNCH    2 0
 CB0296
 CB0296.Superseded values are not recommended for survey control.
 CB0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0296.See file dsdata.txt to determine how the superseded data were derived.
 CB0296
 CB0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA653280(NAD 83)
 CB0296_MARKER: DB = BENCH MARK DISK
 CB0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0296_STAMPING: Z 712 1942
 CB0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0296+STABILITY: SURFACE MOTION
 CB0296
 CB0296  HISTORY     - Date     Condition        Report By
 CB0296  HISTORY     - 1942     MONUMENTED       CGS
 CB0296  HISTORY     - 20030902 POOR             INDIV
 CB0296
 CB0296                          STATION DESCRIPTION
 CB0296
 CB0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0296'IN GARDEN CITY.
 CB0296'AT GARDEN CITY, GLASSCOCK COUNTY, TWO BLOCKS WEST AND ONE BLOCK SOUTH
 CB0296'OF THE MAIN STREET INTERSECTION, 1 BLOCK SOUTH OF STATE HIGHWAY 158,
 CB0296'IN THE NORTHEAST ANGLE OF THE DIRT STREET INTERSECTION, NORTH ACROSS
 CB0296'THE EAST-AND-WEST STREET FROM AN UNPAINTED ONE-STORY HOUSE, 48 FEET
 CB0296'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST STREET, 37 FEET EAST OF
 CB0296'THE BIG LAKE ROAD (1944), 2-1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 CB0296'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 CB0296'GROUND.
 CB0296
 CB0296                          STATION RECOVERY (2003)
 CB0296
 CB0296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CB0296'PUSHED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0437 ***********************************************************************
 CB0437  DESIGNATION -  Z 713
 CB0437  PID         -  CB0437
 CB0437  STATE/COUNTY-  TX/REAGAN
 CB0437  USGS QUAD   -  STILES (1970)
 CB0437
 CB0437                         *CURRENT SURVEY CONTROL
 CB0437  ___________________________________________________________________
 CB0437* NAD 83(1986)-  31 29 04.     (N)    101 33 51.     (W)     SCALED    
 CB0437* NAVD 88     -       812.041  (meters)    2664.17   (feet)  ADJUSTED  
 CB0437  ___________________________________________________________________
 CB0437  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0437  DYNAMIC HT  -         810.892 (meters)    2660.40  (feet)  COMP
 CB0437  MODELED GRAV-     979,198.5   (mgal)                       NAVD 88
 CB0437
 CB0437  VERT ORDER  -  SECOND    CLASS 0
 CB0437
 CB0437.The horizontal coordinates were scaled from a topographic map and have
 CB0437.an estimated accuracy of +/- 6 seconds.
 CB0437
 CB0437.The orthometric height was determined by differential leveling
 CB0437.and adjusted by the National Geodetic Survey in June 1991..
 CB0437
 CB0437.The geoid height was determined by GEOID03.
 CB0437
 CB0437.The dynamic height is computed by dividing the NAVD 88
 CB0437.geopotential number by the normal gravity value computed on the
 CB0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0437.degrees latitude (g = 980.6199 gals.).
 CB0437
 CB0437.The modeled gravity was interpolated from observed gravity values.
 CB0437
 CB0437;                    North         East    Units  Estimated Accuracy
 CB0437;SPC TX C     - 3,202,160.      583,060.      MT  (+/- 180 meters Scaled)
 CB0437
 CB0437                          SUPERSEDED SURVEY CONTROL
 CB0437
 CB0437  NGVD 29 (??/??/92)  811.731  (m)         2663.15   (f) ADJ UNCH    2 0
 CB0437
 CB0437.Superseded values are not recommended for survey control.
 CB0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0437.See file dsdata.txt to determine how the superseded data were derived.
 CB0437
 CB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV564861(NAD 83)
 CB0437_MARKER: DB = BENCH MARK DISK
 CB0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0437_STAMPING: Z-713 1942
 CB0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0437+STABILITY: SURFACE MOTION
 CB0437
 CB0437  HISTORY     - Date     Condition        Report By
 CB0437  HISTORY     - 1942     MONUMENTED       CGS
 CB0437  HISTORY     - 1970     GOOD             USGS
 CB0437
 CB0437                          STATION DESCRIPTION
 CB0437
 CB0437'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0437'7.0 MI N FROM STILES.
 CB0437'2.3 MILES NORTHWEST ALONG STATE HWY. 137 FROM OLD COUNTY COURTHOUSE AT
 CB0437'STILES, REAGAN CO. THENCE 2.0 MILES EAST ALONG COUNTY ROAD, THENCE 2.9
 CB0437'MILES NORTH ALONG COUNTY ROAD TO ROAD JCT. 12.1 MILES NORTH ALONG
 CB0437'STATE HWY 137 FROM BIG LAKE, REAGAN COUNTY, THENCE 8.4 MILES N. ALONG
 CB0437'RANCH RD. NO. 33, THENCE 6.0 MILES NW AND WEST ALONG COUNTY ROAD TO
 CB0437'JCT. 18 FT. WEST OF TRACK ROAD NORTH. 1 1/2 FT SOUTHEAST OF FENCE. 1
 CB0437'1/2 FT NORTHEAST OF WOODEN WITNESS POST. A STANDARD DISK, STAMPED
 CB0437'Z-713 1942 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0256 ***********************************************************************
 CD0256  DESIGNATION -  Z 714
 CD0256  PID         -  CD0256
 CD0256  STATE/COUNTY-  TX/CULBERSON
 CD0256  USGS QUAD   -  FIGURE TWO RANCH (1973)
 CD0256
 CD0256                         *CURRENT SURVEY CONTROL
 CD0256  ___________________________________________________________________
 CD0256* NAD 83(1986)-  31 27 45.     (N)    104 47 10.     (W)     SCALED    
 CD0256* NAVD 88     -      1113.186  (meters)    3652.18   (feet)  ADJUSTED  
 CD0256  ___________________________________________________________________
 CD0256  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CD0256  DYNAMIC HT  -        1111.475 (meters)    3646.56  (feet)  COMP
 CD0256  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 CD0256
 CD0256  VERT ORDER  -  SECOND    CLASS 0
 CD0256
 CD0256.The horizontal coordinates were scaled from a topographic map and have
 CD0256.an estimated accuracy of +/- 6 seconds.
 CD0256
 CD0256.The orthometric height was determined by differential leveling
 CD0256.and adjusted by the National Geodetic Survey in June 1991..
 CD0256
 CD0256.The geoid height was determined by GEOID03.
 CD0256
 CD0256.The dynamic height is computed by dividing the NAVD 88
 CD0256.geopotential number by the normal gravity value computed on the
 CD0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0256.degrees latitude (g = 980.6199 gals.).
 CD0256
 CD0256.The modeled gravity was interpolated from observed gravity values.
 CD0256
 CD0256;                    North         East    Units  Estimated Accuracy
 CD0256;SPC TX C     - 3,207,550.      276,960.      MT  (+/- 180 meters Scaled)
 CD0256
 CD0256                          SUPERSEDED SURVEY CONTROL
 CD0256
 CD0256  NGVD 29 (??/??/92) 1112.699  (m)         3650.58   (f) ADJ UNCH    2 0
 CD0256
 CD0256.Superseded values are not recommended for survey control.
 CD0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0256.See file dsdata.txt to determine how the superseded data were derived.
 CD0256
 CD0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ203808(NAD 83)
 CD0256_MARKER: DB = BENCH MARK DISK
 CD0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0256_STAMPING: Z 714 1942
 CD0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0256+STABILITY: SURFACE MOTION
 CD0256
 CD0256  HISTORY     - Date     Condition        Report By
 CD0256  HISTORY     - 1942     MONUMENTED       CGS
 CD0256  HISTORY     - 1958     GOOD             NGS
 CD0256
 CD0256                          STATION DESCRIPTION
 CD0256
 CD0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0256'34.7 MI N FROM VAN HORN.
 CD0256'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0256'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0256'HIGHWAY 54, THENCE ABOUT 3.3 MILES EAST ALONG A DIRT ROAD.  44 FEET
 CD0256'NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A WHITE WOODEN
 CD0256'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE
 CD0256'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0155 ***********************************************************************
 CD0155  DESIGNATION -  Z 715
 CD0155  PID         -  CD0155
 CD0155  STATE/COUNTY-  TX/CULBERSON
 CD0155  USGS QUAD   -  DOME HILL (1973)
 CD0155
 CD0155                         *CURRENT SURVEY CONTROL
 CD0155  ___________________________________________________________________
 CD0155* NAD 83(1986)-  31 20 12.     (N)    104 29 45.     (W)     SCALED    
 CD0155* NAVD 88     -      1350.091  (meters)    4429.42   (feet)  ADJUSTED  
 CD0155  ___________________________________________________________________
 CD0155  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 CD0155  DYNAMIC HT  -        1348.004 (meters)    4422.58  (feet)  COMP
 CD0155  MODELED GRAV-     979,046.5   (mgal)                       NAVD 88
 CD0155
 CD0155  VERT ORDER  -  SECOND    CLASS 0
 CD0155
 CD0155.The horizontal coordinates were scaled from a topographic map and have
 CD0155.an estimated accuracy of +/- 6 seconds.
 CD0155
 CD0155.The orthometric height was determined by differential leveling
 CD0155.and adjusted by the National Geodetic Survey in June 1991..
 CD0155
 CD0155.The geoid height was determined by GEOID03.
 CD0155
 CD0155.The dynamic height is computed by dividing the NAVD 88
 CD0155.geopotential number by the normal gravity value computed on the
 CD0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0155.degrees latitude (g = 980.6199 gals.).
 CD0155
 CD0155.The modeled gravity was interpolated from observed gravity values.
 CD0155
 CD0155;                    North         East    Units  Estimated Accuracy
 CD0155;SPC TX C     - 3,192,540.      304,000.      MT  (+/- 180 meters Scaled)
 CD0155
 CD0155                          SUPERSEDED SURVEY CONTROL
 CD0155
 CD0155  NGVD 29 (??/??/92) 1349.583  (m)         4427.76   (f) ADJ UNCH    2 0
 CD0155
 CD0155.Superseded values are not recommended for survey control.
 CD0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0155.See file dsdata.txt to determine how the superseded data were derived.
 CD0155
 CD0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ479670(NAD 83)
 CD0155_MARKER: DB = BENCH MARK DISK
 CD0155_SETTING: 0 = UNSPECIFIED SETTING
 CD0155_STAMPING: Z-715 1942
 CD0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0155
 CD0155  HISTORY     - Date     Condition        Report By
 CD0155  HISTORY     - 1942     MONUMENTED       CGS
 CD0155  HISTORY     - 1973     GOOD             USGS
 CD0155
 CD0155                          STATION DESCRIPTION
 CD0155
 CD0155'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0155'35.5 MI NE FROM VAN HORN.
 CD0155'VAN HORN, JCT. STATE 54 AND FARM ROAD 2185, THENCE GENERALLY NE ALONG
 CD0155'FARM ROAD 2185 FOR 35.0 MI. TO Y-ROAD NE, THENCE NE ALONG OLD COUNTY
 CD0155'ROAD FOR 0.5 MI., BM Z-715 160 FT S. OF ROAD, 24 FT. S. OF ABANDONED
 CD0155'WAGON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0371 ***********************************************************************
 CD0371  DESIGNATION -  Z 716
 CD0371  PID         -  CD0371
 CD0371  STATE/COUNTY-  TX/CULBERSON
 CD0371  USGS QUAD   -  EMORY CORRAL (1973)
 CD0371
 CD0371                         *CURRENT SURVEY CONTROL
 CD0371  ___________________________________________________________________
 CD0371* NAD 83(1986)-  31 35 10.     (N)    104 35 11.     (W)     SCALED    
 CD0371* NAVD 88     -      1480.542  (meters)    4857.41   (feet)  ADJUSTED  
 CD0371  ___________________________________________________________________
 CD0371  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CD0371  DYNAMIC HT  -        1478.208 (meters)    4849.75  (feet)  COMP
 CD0371  MODELED GRAV-     979,011.1   (mgal)                       NAVD 88
 CD0371
 CD0371  VERT ORDER  -  SECOND    CLASS 0
 CD0371
 CD0371.The horizontal coordinates were scaled from a topographic map and have
 CD0371.an estimated accuracy of +/- 6 seconds.
 CD0371
 CD0371.The orthometric height was determined by differential leveling
 CD0371.and adjusted by the National Geodetic Survey in June 1991..
 CD0371
 CD0371.The geoid height was determined by GEOID03.
 CD0371
 CD0371.The dynamic height is computed by dividing the NAVD 88
 CD0371.geopotential number by the normal gravity value computed on the
 CD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0371.degrees latitude (g = 980.6199 gals.).
 CD0371
 CD0371.The modeled gravity was interpolated from observed gravity values.
 CD0371
 CD0371;                    North         East    Units  Estimated Accuracy
 CD0371;SPC TX C     - 3,220,500.      296,450.      MT  (+/- 180 meters Scaled)
 CD0371
 CD0371                          SUPERSEDED SURVEY CONTROL
 CD0371
 CD0371  NGVD 29 (??/??/92) 1479.974  (m)         4855.55   (f) ADJ UNCH    2 0
 CD0371
 CD0371.Superseded values are not recommended for survey control.
 CD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0371.See file dsdata.txt to determine how the superseded data were derived.
 CD0371
 CD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ392946(NAD 83)
 CD0371_MARKER: DB = BENCH MARK DISK
 CD0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0371_STAMPING: Z 716 1942
 CD0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0371+STABILITY: SURFACE MOTION
 CD0371
 CD0371  HISTORY     - Date     Condition        Report By
 CD0371  HISTORY     - 1942     MONUMENTED       CGS
 CD0371  HISTORY     - 1958     GOOD             NGS
 CD0371
 CD0371                          STATION DESCRIPTION
 CD0371
 CD0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0371'54.8 MI SE FROM PINE SPRINGS.
 CD0371'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0371'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0371'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 25.7 MILES SOUTH ALONG
 CD0371'A GRADED DIRT ROAD.  25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 CD0371'AT THE NORTHWEST END OF A CURVE AROUND A HIGH KNOLL, 2 FEET SOUTHWEST
 CD0371'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CD0371'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0005 ***********************************************************************
 CD0005  DESIGNATION -  Z 717
 CD0005  PID         -  CD0005
 CD0005  STATE/COUNTY-  TX/CULBERSON
 CD0005  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0005
 CD0005                         *CURRENT SURVEY CONTROL
 CD0005  ___________________________________________________________________
 CD0005* NAD 83(1986)-  31 51 40.     (N)    104 28 39.     (W)     SCALED    
 CD0005* NAVD 88     -      1122.089  (meters)    3681.39   (feet)  ADJUSTED  
 CD0005  ___________________________________________________________________
 CD0005  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CD0005  DYNAMIC HT  -        1120.378 (meters)    3675.77  (feet)  COMP
 CD0005  MODELED GRAV-     979,077.6   (mgal)                       NAVD 88
 CD0005
 CD0005  VERT ORDER  -  SECOND    CLASS 0
 CD0005
 CD0005.The horizontal coordinates were scaled from a topographic map and have
 CD0005.an estimated accuracy of +/- 6 seconds.
 CD0005
 CD0005.The orthometric height was determined by differential leveling
 CD0005.and adjusted by the National Geodetic Survey in June 1991..
 CD0005
 CD0005.The geoid height was determined by GEOID03.
 CD0005
 CD0005.The dynamic height is computed by dividing the NAVD 88
 CD0005.geopotential number by the normal gravity value computed on the
 CD0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0005.degrees latitude (g = 980.6199 gals.).
 CD0005
 CD0005.The modeled gravity was interpolated from observed gravity values.
 CD0005
 CD0005;                    North         East    Units  Estimated Accuracy
 CD0005;SPC TX C     - 3,250,580.      307,910.      MT  (+/- 180 meters Scaled)
 CD0005
 CD0005                          SUPERSEDED SURVEY CONTROL
 CD0005
 CD0005  NGVD 29 (??/??/92) 1121.552  (m)         3679.63   (f) ADJ UNCH    2 0
 CD0005
 CD0005.Superseded values are not recommended for survey control.
 CD0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0005.See file dsdata.txt to determine how the superseded data were derived.
 CD0005
 CD0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER494251(NAD 83)
 CD0005_MARKER: DB = BENCH MARK DISK
 CD0005_SETTING: 66 = SET IN ROCK OUTCROP
 CD0005_SP_SET: ROCK BED
 CD0005_STAMPING: Z 717 1942
 CD0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0005+STABILITY: POSITION/ELEVATION WELL
 CD0005
 CD0005  HISTORY     - Date     Condition        Report By
 CD0005  HISTORY     - 1942     MONUMENTED       CGS
 CD0005  HISTORY     - 1958     GOOD             NGS
 CD0005  HISTORY     - 1973     MARK NOT FOUND   USGS
 CD0005
 CD0005                          STATION DESCRIPTION
 CD0005
 CD0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0005'29.4 MI SE FROM PINE SPRINGS.
 CD0005'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0005'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0005'MILES SOUTH ALONG RANCH ROAD 1108 TO THE 9 K RANCH HEADQUARTERS,
 CD0005'THENCE ABOUT 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD.  IN THE BOTTOM
 CD0005'OF THE BED OF THE DELAWARE RIVER AND ABOUT MIDWAY BETWEEN TWO FORDS,
 CD0005'AND IN THE TOP OF THE ROCK BED OF THE RIVER, 35 FEET EAST OF THE
 CD0005'CENTER LINE OF THE ROAD, 26 FEET NORTH OF THE SOUTH BANK OF THE RIVER,
 CD0005'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 CD0005
 CD0005                          STATION RECOVERY (1973)
 CD0005
 CD0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CD0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0176 ***********************************************************************
 BB0176  DESIGNATION -  Z 718
 BB0176  PID         -  BB0176
 BB0176  STATE/COUNTY-  TX/PRESIDIO
 BB0176  USGS QUAD   -  CERRO REDONDO (1983)
 BB0176
 BB0176                         *CURRENT SURVEY CONTROL
 BB0176  ___________________________________________________________________
 BB0176* NAD 83(1986)-  29 35 47.     (N)    104 12 11.     (W)     SCALED    
 BB0176* NAVD 88     -       919.276  (meters)    3015.99   (feet)  ADJUSTED  
 BB0176  ___________________________________________________________________
 BB0176  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BB0176  DYNAMIC HT  -         917.782 (meters)    3011.09  (feet)  COMP
 BB0176  MODELED GRAV-     978,986.6   (mgal)                       NAVD 88
 BB0176
 BB0176  VERT ORDER  -  SECOND    CLASS 0
 BB0176
 BB0176.The horizontal coordinates were scaled from a topographic map and have
 BB0176.an estimated accuracy of +/- 6 seconds.
 BB0176
 BB0176.The orthometric height was determined by differential leveling
 BB0176.and adjusted by the National Geodetic Survey in June 1991..
 BB0176
 BB0176.The geoid height was determined by GEOID03.
 BB0176
 BB0176.The dynamic height is computed by dividing the NAVD 88
 BB0176.geopotential number by the normal gravity value computed on the
 BB0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0176.degrees latitude (g = 980.6199 gals.).
 BB0176
 BB0176.The modeled gravity was interpolated from observed gravity values.
 BB0176
 BB0176;                    North         East    Units  Estimated Accuracy
 BB0176;SPC TXSC     - 4,206,600.       96,190.      MT  (+/- 180 meters Scaled)
 BB0176
 BB0176                          SUPERSEDED SURVEY CONTROL
 BB0176
 BB0176  NGVD 29 (??/??/92)  918.955  (m)         3014.94   (f) ADJ UNCH    2 0
 BB0176
 BB0176.Superseded values are not recommended for survey control.
 BB0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0176.See file dsdata.txt to determine how the superseded data were derived.
 BB0176
 BB0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN771743(NAD 83)
 BB0176_MARKER: DB = BENCH MARK DISK
 BB0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0176_STAMPING: Z 718 1943
 BB0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0176+STABILITY: SURFACE MOTION
 BB0176
 BB0176  HISTORY     - Date     Condition        Report By
 BB0176  HISTORY     - 1943     MONUMENTED       CGS
 BB0176  HISTORY     - 1958     GOOD             NGS
 BB0176
 BB0176                          STATION DESCRIPTION
 BB0176
 BB0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0176'15.5 MI NE FROM PRESIDIO.
 BB0176'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0176'PRESIDIO, THENCE ABOUT 6.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD
 BB0176'TO THE JUNCTION OF THE CASA PIEDRA ROAD, THENCE ABOUT 1.65 MILES
 BB0176'NORTHWEST ALONG THE CASA PIEDRA ROAD.  23 FEET WEST OF THE CENTER LINE
 BB0176'OF THE ROAD, ABOUT MIDWAY BETWEEN TWO KNOLLS, 9 FEET SOUTH OF THE
 BB0176'CENTER LINE OF A SMALL ROCKY WASH, 1 1/2 FEET EAST OF A WHITE WOODEN
 BB0176'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD, AND IN THE TOP OF A
 BB0176'CONCRETE POST PROJECTING ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0101 ***********************************************************************
 BB0101  DESIGNATION -  Z 719
 BB0101  PID         -  BB0101
 BB0101  STATE/COUNTY-  TX/PRESIDIO
 BB0101  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0101
 BB0101                         *CURRENT SURVEY CONTROL
 BB0101  ___________________________________________________________________
 BB0101* NAD 83(1986)-  29 47 17.     (N)    104 07 47.     (W)     SCALED    
 BB0101* NAVD 88     -      1180.360  (meters)    3872.56   (feet)  ADJUSTED  
 BB0101  ___________________________________________________________________
 BB0101  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 BB0101  DYNAMIC HT  -        1178.421 (meters)    3866.20  (feet)  COMP
 BB0101  MODELED GRAV-     978,958.9   (mgal)                       NAVD 88
 BB0101
 BB0101  VERT ORDER  -  SECOND    CLASS 0
 BB0101
 BB0101.The horizontal coordinates were scaled from a topographic map and have
 BB0101.an estimated accuracy of +/- 6 seconds.
 BB0101
 BB0101.The orthometric height was determined by differential leveling
 BB0101.and adjusted by the National Geodetic Survey in June 1991..
 BB0101
 BB0101.The geoid height was determined by GEOID03.
 BB0101
 BB0101.The dynamic height is computed by dividing the NAVD 88
 BB0101.geopotential number by the normal gravity value computed on the
 BB0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0101.degrees latitude (g = 980.6199 gals.).
 BB0101
 BB0101.The modeled gravity was interpolated from observed gravity values.
 BB0101
 BB0101;                    North         East    Units  Estimated Accuracy
 BB0101;SPC TXSC     - 4,227,510.      104,220.      MT  (+/- 180 meters Scaled)
 BB0101
 BB0101                          SUPERSEDED SURVEY CONTROL
 BB0101
 BB0101  NGVD 29 (??/??/92) 1179.968  (m)         3871.28   (f) ADJ UNCH    2 0
 BB0101
 BB0101.Superseded values are not recommended for survey control.
 BB0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0101.See file dsdata.txt to determine how the superseded data were derived.
 BB0101
 BB0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN841956(NAD 83)
 BB0101_MARKER: DB = BENCH MARK DISK
 BB0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0101_STAMPING: Z 719 1943
 BB0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0101+STABILITY: SURFACE MOTION
 BB0101
 BB0101  HISTORY     - Date     Condition        Report By
 BB0101  HISTORY     - 1943     MONUMENTED       CGS
 BB0101  HISTORY     - 1958     GOOD             NGS
 BB0101
 BB0101                          STATION DESCRIPTION
 BB0101
 BB0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0101'6.05 MI NW FROM CASA PIEDRA.
 BB0101'ABOUT 4.05 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0101'CASA PIEDRA TO THE TED HARPER RANCH, THENCE ABOUT 2.0 MILE NORTHWEST
 BB0101'ALONG A TRACK ROAD.  22 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BB0101'ABOUT 0.4 MILE EAST OF TWO WINDMILLS ON THE NORTH SIDE OF THE ROAD,
 BB0101'ABOUT 0.1 MILE EAST OF THE EAST EDGE OF A WIDE GRAVEL WASH, 2 FEET
 BB0101'WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BB0101'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0250 ***********************************************************************
 BO0250  DESIGNATION -  Z 720
 BO0250  PID         -  BO0250
 BO0250  STATE/COUNTY-  TX/VAL VERDE
 BO0250  USGS QUAD   -  STEEL STAR DRAW (1970)
 BO0250
 BO0250                         *CURRENT SURVEY CONTROL
 BO0250  ___________________________________________________________________
 BO0250* NAD 83(1986)-  30 10 40.     (N)    101 17 53.     (W)     SCALED    
 BO0250* NAVD 88     -       591.849  (meters)    1941.76   (feet)  ADJUSTED  
 BO0250  ___________________________________________________________________
 BO0250  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BO0250  DYNAMIC HT  -         590.970 (meters)    1938.87  (feet)  COMP
 BO0250  MODELED GRAV-     979,137.8   (mgal)                       NAVD 88
 BO0250
 BO0250  VERT ORDER  -  SECOND    CLASS 0
 BO0250
 BO0250.The horizontal coordinates were scaled from a topographic map and have
 BO0250.an estimated accuracy of +/- 6 seconds.
 BO0250
 BO0250.The orthometric height was determined by differential leveling
 BO0250.and adjusted by the National Geodetic Survey in June 1991..
 BO0250
 BO0250.The geoid height was determined by GEOID03.
 BO0250
 BO0250.The dynamic height is computed by dividing the NAVD 88
 BO0250.geopotential number by the normal gravity value computed on the
 BO0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0250.degrees latitude (g = 980.6199 gals.).
 BO0250
 BO0250.The modeled gravity was interpolated from observed gravity values.
 BO0250
 BO0250;                    North         East    Units  Estimated Accuracy
 BO0250;SPC TXSC     - 4,262,010.      378,690.      MT  (+/- 180 meters Scaled)
 BO0250
 BO0250                          SUPERSEDED SURVEY CONTROL
 BO0250
 BO0250  NGVD 29 (??/??/92)  591.708  (m)         1941.30   (f) ADJ UNCH    2 0
 BO0250
 BO0250.Superseded values are not recommended for survey control.
 BO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0250.See file dsdata.txt to determine how the superseded data were derived.
 BO0250
 BO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU787407(NAD 83)
 BO0250_MARKER: DB = BENCH MARK DISK
 BO0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0250_STAMPING: Z 720 1942
 BO0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0250+STABILITY: SURFACE MOTION
 BO0250
 BO0250  HISTORY     - Date     Condition        Report By
 BO0250  HISTORY     - 1942     MONUMENTED       CGS
 BO0250
 BO0250                          STATION DESCRIPTION
 BO0250
 BO0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0250'18.5 MI W FROM JUNO.
 BO0250'THIS MARK IS ABOUT 18.5 MILES WEST ALONGA DIRT ROAD TO PANDALE FROM
 BO0250'THE POST OFFICE AT JUNO, VAL VERDE COUNTY, ABOUT 0.2 MILE NORTH OF A
 BO0250'WHITE BUNGALOW, SET AT THE NORTHEAST CORNER OF A FENCE, 1.0 FOOT EAST
 BO0250'OF THE FENCE RUNNING NORTH-SOUTH, 2.0 FEET SOUTH OF THE NORTH CORNER
 BO0250'OF THE FENCE, 44.0 FEET WEST OF THE CENTER LINE OF THE ROAD, NEAR A
 BO0250'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0273 ***********************************************************************
 BO0273  DESIGNATION -  Z 721
 BO0273  PID         -  BO0273
 BO0273  STATE/COUNTY-  TX/VAL VERDE
 BO0273  USGS QUAD   -  JUNO (1970)
 BO0273
 BO0273                         *CURRENT SURVEY CONTROL
 BO0273  ___________________________________________________________________
 BO0273* NAD 83(1986)-  30 10 44.     (N)    101 01 22.     (W)     SCALED    
 BO0273* NAVD 88     -       534.258  (meters)    1752.81   (feet)  ADJUSTED  
 BO0273  ___________________________________________________________________
 BO0273  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BO0273  DYNAMIC HT  -         533.467 (meters)    1750.22  (feet)  COMP
 BO0273  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 BO0273
 BO0273  VERT ORDER  -  SECOND    CLASS 0
 BO0273
 BO0273.The horizontal coordinates were scaled from a topographic map and have
 BO0273.an estimated accuracy of +/- 6 seconds.
 BO0273
 BO0273.The orthometric height was determined by differential leveling
 BO0273.and adjusted by the National Geodetic Survey in June 1991..
 BO0273
 BO0273.The geoid height was determined by GEOID03.
 BO0273
 BO0273.The dynamic height is computed by dividing the NAVD 88
 BO0273.geopotential number by the normal gravity value computed on the
 BO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0273.degrees latitude (g = 980.6199 gals.).
 BO0273
 BO0273.The modeled gravity was interpolated from observed gravity values.
 BO0273
 BO0273;                    North         East    Units  Estimated Accuracy
 BO0273;SPC TXSC     - 4,261,640.      405,200.      MT  (+/- 180 meters Scaled)
 BO0273
 BO0273                          SUPERSEDED SURVEY CONTROL
 BO0273
 BO0273  NGVD 29 (??/??/92)  534.131  (m)         1752.39   (f) ADJ UNCH    2 0
 BO0273
 BO0273.Superseded values are not recommended for survey control.
 BO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0273.See file dsdata.txt to determine how the superseded data were derived.
 BO0273
 BO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU052403(NAD 83)
 BO0273_MARKER: DB = BENCH MARK DISK
 BO0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0273_STAMPING: Z 721 1942
 BO0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0273+STABILITY: SURFACE MOTION
 BO0273
 BO0273  HISTORY     - Date     Condition        Report By
 BO0273  HISTORY     - 1942     MONUMENTED       CGS
 BO0273  HISTORY     - 1971     MARK NOT FOUND   NGS
 BO0273
 BO0273                          STATION DESCRIPTION
 BO0273
 BO0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0273'6.0 MI NE FROM JUNO.
 BO0273'THIS MARK IS ABOUT 6.0 MILES NORTHEAST ALONG THE ROAD TO SONORA FROM
 BO0273'THE POST OFFICE AT JUNO, VAL VERDE COUNTY, ABOUT 100.0 FEET WEST OF A
 BO0273'DRAW, 26.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 100.0 FEET
 BO0273'EAST OF A LARGE HOLE WHERE DIRT HAS BEEN TAKEN FOR THE BUILDING OF THE
 BO0273'ROAD, ABOUT 4.0 FEET HIGHER THAN THE ROAD.  NOTE-- GRADING DONE IN
 BO0273'AREA.
 BO0273
 BO0273                          STATION RECOVERY (1971)
 BO0273
 BO0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0365 ***********************************************************************
 BO0365  DESIGNATION -  Z 723
 BO0365  PID         -  BO0365
 BO0365  STATE/COUNTY-  TX/TERRELL
 BO0365  USGS QUAD   -  SHEFFIELD NW (1976)
 BO0365
 BO0365                         *CURRENT SURVEY CONTROL
 BO0365  ___________________________________________________________________
 BO0365* NAD 83(1986)-  30 39 17.     (N)    101 54 31.     (W)     SCALED    
 BO0365* NAVD 88     -       740.125  (meters)    2428.23   (feet)  ADJUSTED  
 BO0365  ___________________________________________________________________
 BO0365  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 BO0365  DYNAMIC HT  -         739.032 (meters)    2424.64  (feet)  COMP
 BO0365  MODELED GRAV-     979,139.8   (mgal)                       NAVD 88
 BO0365
 BO0365  VERT ORDER  -  SECOND    CLASS 0
 BO0365
 BO0365.The horizontal coordinates were scaled from a topographic map and have
 BO0365.an estimated accuracy of +/- 6 seconds.
 BO0365
 BO0365.The orthometric height was determined by differential leveling
 BO0365.and adjusted by the National Geodetic Survey in June 1991..
 BO0365
 BO0365.The geoid height was determined by GEOID03.
 BO0365
 BO0365.The dynamic height is computed by dividing the NAVD 88
 BO0365.geopotential number by the normal gravity value computed on the
 BO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0365.degrees latitude (g = 980.6199 gals.).
 BO0365
 BO0365.The modeled gravity was interpolated from observed gravity values.
 BO0365
 BO0365;                    North         East    Units  Estimated Accuracy
 BO0365;SPC TXSC     - 4,316,180.      321,210.      MT  (+/- 180 meters Scaled)
 BO0365
 BO0365                          SUPERSEDED SURVEY CONTROL
 BO0365
 BO0365  NGVD 29 (??/??/92)  739.886  (m)         2427.44   (f) ADJ UNCH    2 0
 BO0365
 BO0365.Superseded values are not recommended for survey control.
 BO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0365.See file dsdata.txt to determine how the superseded data were derived.
 BO0365
 BO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU212949(NAD 83)
 BO0365_MARKER: DB = BENCH MARK DISK
 BO0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0365_STAMPING: Z 723 1942
 BO0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0365+STABILITY: SURFACE MOTION
 BO0365
 BO0365  HISTORY     - Date     Condition        Report By
 BO0365  HISTORY     - 1942     MONUMENTED       CGS
 BO0365  HISTORY     - 1958     GOOD             NGS
 BO0365
 BO0365                          STATION DESCRIPTION
 BO0365
 BO0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0365'6.05 MI SW FROM SHEFFIELD.
 BO0365'ABOUT 6.05 MILES SOUTHWEST ALONG STATE HIGHWAY 349 FROM THE POST
 BO0365'OFFICE AT SHEFFIELD, 37 1/2 FEET EAST OF THE CENTER LINE OF THE
 BO0365'HIGHWAY, 143 FEET SOUTHEAST OF THE TERRELL-PECOS COUNTY LINE MARKER
 BO0365'POST, 23 FEET EAST OF THE EAST END OF A CATTLE GUARD ACROSS THE
 BO0365'HIGHWAY, 23 1/2 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 3 FEET SOUTH
 BO0365'OF A FENCE WHICH LEADS FROM THE CATTLE GUARD TO THE RIGHT OF WAY
 BO0365'FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 BO0365'ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BO0365'PROJECTING 4 INCHES.  NOTE-- THIS MARK IS LEANING, BUT IS SOLID. ALSO
 BO0365'IN A POOR LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0323 ***********************************************************************
 BO0323  DESIGNATION -  Z 724
 BO0323  PID         -  BO0323
 BO0323  STATE/COUNTY-  TX/TERRELL
 BO0323  USGS QUAD   -  GEDDIS CANYON NW (1980)
 BO0323
 BO0323                         *CURRENT SURVEY CONTROL
 BO0323  ___________________________________________________________________
 BO0323* NAD 83(1986)-  30 23 53.     (N)    101 54 31.     (W)     SCALED    
 BO0323* NAVD 88     -       725.150  (meters)    2379.10   (feet)  ADJUSTED  
 BO0323  ___________________________________________________________________
 BO0323  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BO0323  DYNAMIC HT  -         724.073 (meters)    2375.56  (feet)  COMP
 BO0323  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 BO0323
 BO0323  VERT ORDER  -  SECOND    CLASS 0
 BO0323
 BO0323.The horizontal coordinates were scaled from a topographic map and have
 BO0323.an estimated accuracy of +/- 6 seconds.
 BO0323
 BO0323.The orthometric height was determined by differential leveling
 BO0323.and adjusted by the National Geodetic Survey in June 1991..
 BO0323
 BO0323.The geoid height was determined by GEOID03.
 BO0323
 BO0323.The dynamic height is computed by dividing the NAVD 88
 BO0323.geopotential number by the normal gravity value computed on the
 BO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0323.degrees latitude (g = 980.6199 gals.).
 BO0323
 BO0323.The modeled gravity was interpolated from observed gravity values.
 BO0323
 BO0323;                    North         East    Units  Estimated Accuracy
 BO0323;SPC TXSC     - 4,287,730.      320,510.      MT  (+/- 180 meters Scaled)
 BO0323
 BO0323                          SUPERSEDED SURVEY CONTROL
 BO0323
 BO0323  NGVD 29 (??/??/92)  724.927  (m)         2378.36   (f) ADJ UNCH    2 0
 BO0323
 BO0323.Superseded values are not recommended for survey control.
 BO0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0323.See file dsdata.txt to determine how the superseded data were derived.
 BO0323
 BO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU205664(NAD 83)
 BO0323_MARKER: DB = BENCH MARK DISK
 BO0323_SETTING: 66 = SET IN ROCK OUTCROP
 BO0323_SP_SET: LEDGE
 BO0323_STAMPING: Z 724 1942
 BO0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0323+STABILITY: POSITION/ELEVATION WELL
 BO0323
 BO0323  HISTORY     - Date     Condition        Report By
 BO0323  HISTORY     - 1942     MONUMENTED       CGS
 BO0323  HISTORY     - 1958     GOOD             NGS
 BO0323
 BO0323                          STATION DESCRIPTION
 BO0323
 BO0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0323'30.6 MI S FROM SHEFFIELD.
 BO0323'ABOUT 26.65 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0323'AT SHEFFIELD, THENCE 1.9 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 BO0323'LEADING TO THE ELROD AND HICKS RANCHES, THENCE 2.05 MILES SOUTH ALONG
 BO0323'THE OLD HIGHWAY, IN THE TOP OF A LARGE FLAT ROCK LEDGE, 66 FEET WEST
 BO0323'OF THE CENTER OF THE OLD HIGHWAY, ABOUT 0.3 MILE SOUTH OF A PIPE
 BO0323'CATTLE GUARD, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A TRACK ROAD
 BO0323'LEADING WEST, ABOUT 0.25 MILE NORTH OF THE CREST OF A HILL, ON THE
 BO0323'INSIDE OF A CURVE, 125 FEET WEST OF A FENCE, 24 FEET NORTH OF A FENCE
 BO0323'ACROSS THE ROAD WHICH HAS BEEN CLOSED TO THE PUBLIC AT THIS POINT,
 BO0323'ABOUT 8 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY, AND PROJECTING 2 FEET
 BO0323'ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0103 ***********************************************************************
 BP0103  DESIGNATION -  Z 725
 BP0103  PID         -  BP0103
 BP0103  STATE/COUNTY-  TX/TERRELL
 BP0103  USGS QUAD   -  DRYDEN NE (1969)
 BP0103
 BP0103                         *CURRENT SURVEY CONTROL
 BP0103  ___________________________________________________________________
 BP0103* NAD 83(1986)-  30 07 52.     (N)    102 04 45.     (W)     SCALED    
 BP0103* NAVD 88     -       670.709  (meters)    2200.48   (feet)  ADJUSTED  
 BP0103  ___________________________________________________________________
 BP0103  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 BP0103  DYNAMIC HT  -         669.695 (meters)    2197.16  (feet)  COMP
 BP0103  MODELED GRAV-     979,109.4   (mgal)                       NAVD 88
 BP0103
 BP0103  VERT ORDER  -  SECOND    CLASS 0
 BP0103
 BP0103.The horizontal coordinates were scaled from a topographic map and have
 BP0103.an estimated accuracy of +/- 6 seconds.
 BP0103
 BP0103.The orthometric height was determined by differential leveling
 BP0103.and adjusted by the National Geodetic Survey in June 1991..
 BP0103
 BP0103.The geoid height was determined by GEOID03.
 BP0103
 BP0103.The dynamic height is computed by dividing the NAVD 88
 BP0103.geopotential number by the normal gravity value computed on the
 BP0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0103.degrees latitude (g = 980.6199 gals.).
 BP0103
 BP0103.The modeled gravity was interpolated from observed gravity values.
 BP0103
 BP0103;                    North         East    Units  Estimated Accuracy
 BP0103;SPC TXSC     - 4,258,570.      303,340.      MT  (+/- 180 meters Scaled)
 BP0103
 BP0103                          SUPERSEDED SURVEY CONTROL
 BP0103
 BP0103  NGVD 29 (??/??/92)  670.504  (m)         2199.81   (f) ADJ UNCH    2 0
 BP0103
 BP0103.Superseded values are not recommended for survey control.
 BP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0103.See file dsdata.txt to determine how the superseded data were derived.
 BP0103
 BP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP813369(NAD 83)
 BP0103_MARKER: DB = BENCH MARK DISK
 BP0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0103_STAMPING: Z 725 1942
 BP0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0103+STABILITY: SURFACE MOTION
 BP0103
 BP0103  HISTORY     - Date     Condition        Report By
 BP0103  HISTORY     - 1942     MONUMENTED       CGS
 BP0103  HISTORY     - 1958     GOOD             NGS
 BP0103
 BP0103                          STATION DESCRIPTION
 BP0103
 BP0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0103'6.3 MI N FROM DRYDEN.
 BP0103'ABOUT 6.3 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0103'ORLEANS RAILROAD STATION AT DRYDEN, 50 FEET WEST OF THE CENTER LINE OF
 BP0103'THE HIGHWAY, ABOUT 0.3 MILE SOUTH OF THE CREST OF A HILL, ABOUT 0.5
 BP0103'MILE NORTH OF THE JUNCTION OF A PRIVATE ROAD LEADING NORTHEAST, ABOUT
 BP0103'0.1 MILE NORTH OF A DIP IN THE HIGHWAY, 6 FEET WEST OF THE WEST RIGHT
 BP0103'OF WAY FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 BP0103'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BP0103'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0400 ***********************************************************************
 CC0400  DESIGNATION -  Z 726
 CC0400  PID         -  CC0400
 CC0400  STATE/COUNTY-  TX/REEVES
 CC0400  USGS QUAD   -  TOYAH NW (1970)
 CC0400
 CC0400                         *CURRENT SURVEY CONTROL
 CC0400  ___________________________________________________________________
 CC0400* NAD 83(1986)-  31 28 32.     (N)    103 58 31.     (W)     SCALED    
 CC0400* NAVD 88     -       955.919  (meters)    3136.21   (feet)  ADJUSTED  
 CC0400  ___________________________________________________________________
 CC0400  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 CC0400  DYNAMIC HT  -         954.487 (meters)    3131.51  (feet)  COMP
 CC0400  MODELED GRAV-     979,110.4   (mgal)                       NAVD 88
 CC0400
 CC0400  VERT ORDER  -  SECOND    CLASS 0
 CC0400
 CC0400.The horizontal coordinates were scaled from a topographic map and have
 CC0400.an estimated accuracy of +/- 6 seconds.
 CC0400
 CC0400.The orthometric height was determined by differential leveling
 CC0400.and adjusted by the National Geodetic Survey in June 1991..
 CC0400
 CC0400.The geoid height was determined by GEOID03.
 CC0400
 CC0400.The dynamic height is computed by dividing the NAVD 88
 CC0400.geopotential number by the normal gravity value computed on the
 CC0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0400.degrees latitude (g = 980.6199 gals.).
 CC0400
 CC0400.The modeled gravity was interpolated from observed gravity values.
 CC0400
 CC0400;                    North         East    Units  Estimated Accuracy
 CC0400;SPC TX C     - 3,206,190.      354,010.      MT  (+/- 180 meters Scaled)
 CC0400
 CC0400                          SUPERSEDED SURVEY CONTROL
 CC0400
 CC0400  NGVD 29 (??/??/92)  955.511  (m)         3134.87   (f) ADJ UNCH    2 0
 CC0400
 CC0400.Superseded values are not recommended for survey control.
 CC0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0400.See file dsdata.txt to determine how the superseded data were derived.
 CC0400
 CC0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ973827(NAD 83)
 CC0400_MARKER: DB = BENCH MARK DISK
 CC0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0400_STAMPING: Z 726 1942
 CC0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0400+STABILITY: SURFACE MOTION
 CC0400
 CC0400  HISTORY     - Date     Condition        Report By
 CC0400  HISTORY     - 1942     MONUMENTED       CGS
 CC0400  HISTORY     - 1958     GOOD             NGS
 CC0400
 CC0400                          STATION DESCRIPTION
 CC0400
 CC0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0400'17.15 MI NW FROM TOYAH.
 CC0400'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0400'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 8.2 MILES
 CC0400'NORTHWEST ALONG A GRAVELED DIRT ROAD.  47 FEET NORTHEAST OF THE CENTER
 CC0400'LINE OF THE ROAD, ABOUT 0.4 MILE NORTHWEST OF THE JUNCTION OF A DIRT
 CC0400'ROAD LEADING NORTH, ABOUT 0.1 MILE SOUTHEAST OF THE SOUTHEAST END OF A
 CC0400'CURVE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CC0400'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 CC0400'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0067 ***********************************************************************
 CD0067  DESIGNATION -  Z 727
 CD0067  PID         -  CD0067
 CD0067  STATE/COUNTY-  TX/CULBERSON
 CD0067  USGS QUAD   -  TWO MILL DRAW WEST (1973)
 CD0067
 CD0067                         *CURRENT SURVEY CONTROL
 CD0067  ___________________________________________________________________
 CD0067* NAD 83(1986)-  31 33 48.     (N)    104 19 07.     (W)     SCALED    
 CD0067* NAVD 88     -      1224.797  (meters)    4018.35   (feet)  ADJUSTED  
 CD0067  ___________________________________________________________________
 CD0067  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CD0067  DYNAMIC HT  -        1222.931 (meters)    4012.23  (feet)  COMP
 CD0067  MODELED GRAV-     979,073.7   (mgal)                       NAVD 88
 CD0067
 CD0067  VERT ORDER  -  SECOND    CLASS 0
 CD0067
 CD0067.The horizontal coordinates were scaled from a topographic map and have
 CD0067.an estimated accuracy of +/- 6 seconds.
 CD0067
 CD0067.The orthometric height was determined by differential leveling
 CD0067.and adjusted by the National Geodetic Survey in June 1991..
 CD0067
 CD0067.The geoid height was determined by GEOID03.
 CD0067
 CD0067.The dynamic height is computed by dividing the NAVD 88
 CD0067.geopotential number by the normal gravity value computed on the
 CD0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0067.degrees latitude (g = 980.6199 gals.).
 CD0067
 CD0067.The modeled gravity was interpolated from observed gravity values.
 CD0067
 CD0067;                    North         East    Units  Estimated Accuracy
 CD0067;SPC TX C     - 3,217,040.      321,750.      MT  (+/- 180 meters Scaled)
 CD0067
 CD0067                          SUPERSEDED SURVEY CONTROL
 CD0067
 CD0067  NGVD 29 (??/??/92) 1224.318  (m)         4016.78   (f) ADJ UNCH    2 0
 CD0067
 CD0067.Superseded values are not recommended for survey control.
 CD0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0067.See file dsdata.txt to determine how the superseded data were derived.
 CD0067
 CD0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ646922(NAD 83)
 CD0067_MARKER: DB = BENCH MARK DISK
 CD0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0067_STAMPING: Z 727 1942
 CD0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0067+STABILITY: SURFACE MOTION
 CD0067
 CD0067  HISTORY     - Date     Condition        Report By
 CD0067  HISTORY     - 1942     MONUMENTED       CGS
 CD0067  HISTORY     - 1958     GOOD             NGS
 CD0067
 CD0067                          STATION DESCRIPTION
 CD0067
 CD0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0067'41.35 MI NW FROM TOYAH.
 CD0067'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0067'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 32.4 MILES
 CD0067'NORTHWEST ALONG A GRADED ROAD.  25 FEET SOUTHEAST OF THE CENTER LINE
 CD0067'OF THE ROAD, ABOUT 0.7 MILE SOUTHWEST OF THE WYE JUNCTION OF A ROAD
 CD0067'LEADING NORTHWEST, 11 FEET SOUTHWEST OF A CEDAR POLE, 1 1/2 FEET
 CD0067'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 CD0067'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0128 ***********************************************************************
 CD0128  DESIGNATION -  Z 728
 CD0128  PID         -  CD0128
 CD0128  STATE/COUNTY-  TX/CULBERSON
 CD0128  USGS QUAD   -  BORACHO (1970)
 CD0128
 CD0128                         *CURRENT SURVEY CONTROL
 CD0128  ___________________________________________________________________
 CD0128* NAD 83(1986)-  31 00 19.     (N)    104 23 42.     (W)     SCALED    
 CD0128* NAVD 88     -      1367.046  (meters)    4485.05   (feet)  ADJUSTED  
 CD0128  ___________________________________________________________________
 CD0128  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 CD0128  DYNAMIC HT  -        1364.887 (meters)    4477.97  (feet)  COMP
 CD0128  MODELED GRAV-     979,013.4   (mgal)                       NAVD 88
 CD0128
 CD0128  VERT ORDER  -  SECOND    CLASS 0
 CD0128
 CD0128.The horizontal coordinates were scaled from a topographic map and have
 CD0128.an estimated accuracy of +/- 6 seconds.
 CD0128
 CD0128.The orthometric height was determined by differential leveling
 CD0128.and adjusted by the National Geodetic Survey in June 1991..
 CD0128
 CD0128.The geoid height was determined by GEOID03.
 CD0128
 CD0128.The dynamic height is computed by dividing the NAVD 88
 CD0128.geopotential number by the normal gravity value computed on the
 CD0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0128.degrees latitude (g = 980.6199 gals.).
 CD0128
 CD0128.The modeled gravity was interpolated from observed gravity values.
 CD0128
 CD0128;                    North         East    Units  Estimated Accuracy
 CD0128;SPC TX C     - 3,155,470.      312,250.      MT  (+/- 180 meters Scaled)
 CD0128
 CD0128                          SUPERSEDED SURVEY CONTROL
 CD0128
 CD0128  NGVD 29 (??/??/92) 1366.509  (m)         4483.29   (f) ADJ UNCH    2 0
 CD0128
 CD0128.Superseded values are not recommended for survey control.
 CD0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0128.See file dsdata.txt to determine how the superseded data were derived.
 CD0128
 CD0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ577303(NAD 83)
 CD0128_MARKER: DB = BENCH MARK DISK
 CD0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0128_STAMPING: Z 728 1942
 CD0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0128+STABILITY: SURFACE MOTION
 CD0128
 CD0128  HISTORY     - Date     Condition        Report By
 CD0128  HISTORY     - 1942     MONUMENTED       CGS
 CD0128  HISTORY     - 1958     GOOD             NGS
 CD0128
 CD0128                          STATION DESCRIPTION
 CD0128
 CD0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0128'5.0 MI S FROM BORACHO.
 CD0128'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 CD0128'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 4.65 MILES SOUTH
 CD0128'ALONG A VERY POOR DIRT ROAD.  25 FEET EAST OF THE CENTER LINE OF THE
 CD0128'OLD ABANDONED TRAIL ROAD, ABOUT 0.1 MILE EAST OF THE PRESENT TRAIL
 CD0128'ROAD, AT THE NORTH END OF A TANK, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 CD0128'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0039 ***********************************************************************
 BQ0039  DESIGNATION -  Z 729
 BQ0039  PID         -  BQ0039
 BQ0039  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0039  USGS QUAD   -  HORSESHOE BUTTE (1978)
 BQ0039
 BQ0039                         *CURRENT SURVEY CONTROL
 BQ0039  ___________________________________________________________________
 BQ0039* NAD 83(1986)-  30 44 30.     (N)    104 27 18.     (W)     SCALED    
 BQ0039* NAVD 88     -      1365.941  (meters)    4481.42   (feet)  ADJUSTED  
 BQ0039  ___________________________________________________________________
 BQ0039  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 BQ0039  DYNAMIC HT  -        1363.720 (meters)    4474.14  (feet)  COMP
 BQ0039  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 BQ0039
 BQ0039  VERT ORDER  -  SECOND    CLASS 0
 BQ0039
 BQ0039.The horizontal coordinates were scaled from a topographic map and have
 BQ0039.an estimated accuracy of +/- 6 seconds.
 BQ0039
 BQ0039.The orthometric height was determined by differential leveling
 BQ0039.and adjusted by the National Geodetic Survey in June 1991..
 BQ0039
 BQ0039.The geoid height was determined by GEOID03.
 BQ0039
 BQ0039.The dynamic height is computed by dividing the NAVD 88
 BQ0039.geopotential number by the normal gravity value computed on the
 BQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0039.degrees latitude (g = 980.6199 gals.).
 BQ0039
 BQ0039.The modeled gravity was interpolated from observed gravity values.
 BQ0039
 BQ0039;                    North         East    Units  Estimated Accuracy
 BQ0039;SPC TX C     - 3,126,480.      305,440.      MT  (+/- 180 meters Scaled)
 BQ0039
 BQ0039                          SUPERSEDED SURVEY CONTROL
 BQ0039
 BQ0039  NGVD 29 (??/??/92) 1365.358  (m)         4479.51   (f) ADJ UNCH    2 0
 BQ0039
 BQ0039.Superseded values are not recommended for survey control.
 BQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0039.See file dsdata.txt to determine how the superseded data were derived.
 BQ0039
 BQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ521011(NAD 83)
 BQ0039_MARKER: DB = BENCH MARK DISK
 BQ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0039_STAMPING: Z 729 1942
 BQ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0039+STABILITY: SURFACE MOTION
 BQ0039
 BQ0039  HISTORY     - Date     Condition        Report By
 BQ0039  HISTORY     - 1942     MONUMENTED       CGS
 BQ0039  HISTORY     - 1958     GOOD             NGS
 BQ0039
 BQ0039                          STATION DESCRIPTION
 BQ0039
 BQ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0039'11.75 MI N FROM VALENTINE.
 BQ0039'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0039'THE STATION AT VALENTINE, THENCE 11.55 MILES NORTH ALONG A DIRT ROAD.
 BQ0039'64 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.5 MILE NORTH OF A
 BQ0039'CATTLE GUARD, ABOUT MIDWAY BETWEEN 2 DIKES ACROSS THE ROAD WHICH ARE
 BQ0039'ABOUT 0.2 MILE APART, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 BQ0039'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BQ0039'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0622 ***********************************************************************
 CA0622  DESIGNATION -  Z 73
 CA0622  PID         -  CA0622
 CA0622  STATE/COUNTY-  TX/COLEMAN
 CA0622  USGS QUAD   -  NOVICE EAST (1987)
 CA0622
 CA0622                         *CURRENT SURVEY CONTROL
 CA0622  ___________________________________________________________________
 CA0622* NAD 83(1986)-  31 58 02.     (N)    099 35 58.     (W)     SCALED    
 CA0622* NAVD 88     -       592.184  (meters)    1942.86   (feet)  POSTED    
 CA0622  ___________________________________________________________________
 CA0622  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CA0622  DYNAMIC HT  -         591.400 (meters)    1940.28  (feet)  COMP
 CA0622  MODELED GRAV-     979,301.2   (mgal)                       NAVD 88
 CA0622
 CA0622  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0622
 CA0622.The horizontal coordinates were scaled from a topographic map and have
 CA0622.an estimated accuracy of +/- 6 seconds.
 CA0622
 CA0622.The orthometric height was determined by differential leveling
 CA0622.and adjusted by the National Geodetic Survey in 1992..
 CA0622.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0622.rate of 0.0 thru 1.0 mm/km.
 CA0622
 CA0622.The geoid height was determined by GEOID03.
 CA0622
 CA0622.The dynamic height is computed by dividing the NAVD 88
 CA0622.geopotential number by the normal gravity value computed on the
 CA0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0622.degrees latitude (g = 980.6199 gals.).
 CA0622
 CA0622.The modeled gravity was interpolated from observed gravity values.
 CA0622
 CA0622;                    North         East    Units  Estimated Accuracy
 CA0622;SPC TX C     - 3,255,270.      769,370.      MT  (+/- 180 meters Scaled)
 CA0622
 CA0622                          SUPERSEDED SURVEY CONTROL
 CA0622
 CA0622  NGVD 29 (??/??/92)  592.042  (m)         1942.39   (f) ADJ UNCH    1 2
 CA0622
 CA0622.Superseded values are not recommended for survey control.
 CA0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0622.See file dsdata.txt to determine how the superseded data were derived.
 CA0622
 CA0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA433369(NAD 83)
 CA0622_MARKER: DB = BENCH MARK DISK
 CA0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0622_SP_SET: BRIDGE
 CA0622_STAMPING: 1942.391 Z 73 1931
 CA0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0622
 CA0622  HISTORY     - Date     Condition        Report By
 CA0622  HISTORY     - 1931     MONUMENTED       CGS
 CA0622  HISTORY     - 1935     GOOD             NGS
 CA0622
 CA0622                          STATION DESCRIPTION
 CA0622
 CA0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0622'2.0 MI SE FROM NOVICE.
 CA0622'2.0 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0622'NOVICE, COLEMAN COUNTY, AT MILEAGE 394.4, IN THE EAST END OF BRIDGE
 CA0622'394 A, AND 6 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED
 CA0622'1942.391 Z 73 1931.
 CA0622
 CA0622                          STATION RECOVERY (1935)
 CA0622
 CA0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0171 ***********************************************************************
 BQ0171  DESIGNATION -  Z 730
 BQ0171  PID         -  BQ0171
 BQ0171  STATE/COUNTY-  TX/PRESIDIO
 BQ0171  USGS QUAD   -  NANCY ANNE RANCH (1979)
 BQ0171
 BQ0171                         *CURRENT SURVEY CONTROL
 BQ0171  ___________________________________________________________________
 BQ0171* NAD 83(1986)-  30 24 54.     (N)    104 31 26.     (W)     SCALED    
 BQ0171* NAVD 88     -      1381.565  (meters)    4532.68   (feet)  POSTED    
 BQ0171  ___________________________________________________________________
 BQ0171  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BQ0171  DYNAMIC HT  -        1379.260 (meters)    4525.12  (feet)  COMP
 BQ0171  MODELED GRAV-     978,921.9   (mgal)                       NAVD 88
 BQ0171
 BQ0171  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BQ0171
 BQ0171.The horizontal coordinates were scaled from a topographic map and have
 BQ0171.an estimated accuracy of +/- 6 seconds.
 BQ0171
 BQ0171.The orthometric height was determined by differential leveling
 BQ0171.and adjusted by the National Geodetic Survey in 1992..
 BQ0171.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BQ0171.rate of 0.0 thru 1.0 mm/km.
 BQ0171
 BQ0171.The geoid height was determined by GEOID03.
 BQ0171
 BQ0171.The dynamic height is computed by dividing the NAVD 88
 BQ0171.geopotential number by the normal gravity value computed on the
 BQ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0171.degrees latitude (g = 980.6199 gals.).
 BQ0171
 BQ0171.The modeled gravity was interpolated from observed gravity values.
 BQ0171
 BQ0171;                    North         East    Units  Estimated Accuracy
 BQ0171;SPC TXSC     - 4,298,670.       69,430.      MT  (+/- 180 meters Scaled)
 BQ0171
 BQ0171                          SUPERSEDED SURVEY CONTROL
 BQ0171
 BQ0171  NGVD 29 (??/??/92) 1380.979  (m)         4530.76   (f) ADJ UNCH    2 0
 BQ0171
 BQ0171.Superseded values are not recommended for survey control.
 BQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0171.See file dsdata.txt to determine how the superseded data were derived.
 BQ0171
 BQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP457648(NAD 83)
 BQ0171_MARKER: DB = BENCH MARK DISK
 BQ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0171_STAMPING: Z 730 1943
 BQ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0171+STABILITY: SURFACE MOTION
 BQ0171
 BQ0171  HISTORY     - Date     Condition        Report By
 BQ0171  HISTORY     - 1943     MONUMENTED       CGS
 BQ0171
 BQ0171                          STATION DESCRIPTION
 BQ0171
 BQ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0171'12.9 MI S FROM VALENTINE.
 BQ0171'THIS MARK IS 12.9 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH
 BQ0171'FROM THE POST OFFICE AT VALENTINE, 0.6 MILE SOUTH OF A 24-INCH
 BQ0171'CORRUGATED PIPE CULVERT, 34.3 FEET WEST OF THE CENTERLINE OF THE ROAD,
 BQ0171'25.0 FEET EAST OF THE EAST EDGE OF A GULCH, PROJECTING 5-INCHES ABOVE
 BQ0171'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0199 ***********************************************************************
 BQ0199  DESIGNATION -  Z 731
 BQ0199  PID         -  BQ0199
 BQ0199  STATE/COUNTY-  TX/PRESIDIO
 BQ0199  USGS QUAD   -  CANDELARIA (1979)
 BQ0199
 BQ0199                         *CURRENT SURVEY CONTROL
 BQ0199  ___________________________________________________________________
 BQ0199* NAD 83(1986)-  30 10 43.     (N)    104 39 19.     (W)     SCALED    
 BQ0199* NAVD 88     -       900.916  (meters)    2955.76   (feet)  POSTED    
 BQ0199  ___________________________________________________________________
 BQ0199  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BQ0199  DYNAMIC HT  -         899.480 (meters)    2951.04  (feet)  COMP
 BQ0199  MODELED GRAV-     979,013.7   (mgal)                       NAVD 88
 BQ0199
 BQ0199  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0199
 BQ0199.The horizontal coordinates were scaled from a topographic map and have
 BQ0199.an estimated accuracy of +/- 6 seconds.
 BQ0199
 BQ0199.The orthometric height was determined by differential leveling
 BQ0199.and adjusted by the National Geodetic Survey in 1992..
 BQ0199.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0199.rate of 1.1 thru 2.0 mm/km.
 BQ0199
 BQ0199.The geoid height was determined by GEOID03.
 BQ0199
 BQ0199.The dynamic height is computed by dividing the NAVD 88
 BQ0199.geopotential number by the normal gravity value computed on the
 BQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0199.degrees latitude (g = 980.6199 gals.).
 BQ0199
 BQ0199.The modeled gravity was interpolated from observed gravity values.
 BQ0199
 BQ0199;                    North         East    Units  Estimated Accuracy
 BQ0199;SPC TXSC     - 4,273,090.       55,550.      MT  (+/- 180 meters Scaled)
 BQ0199
 BQ0199                          SUPERSEDED SURVEY CONTROL
 BQ0199
 BQ0199  NGVD 29 (??/??/92)  900.444  (m)         2954.21   (f) ADJ UNCH    2 0
 BQ0199
 BQ0199.Superseded values are not recommended for survey control.
 BQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0199.See file dsdata.txt to determine how the superseded data were derived.
 BQ0199
 BQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP331386(NAD 83)
 BQ0199_MARKER: DB = BENCH MARK DISK
 BQ0199_SETTING: 80 = SET IN A BOULDER
 BQ0199_SP_SET: BOULDER
 BQ0199_STAMPING: Z 731 1943
 BQ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0199+STABILITY: SURFACE MOTION
 BQ0199
 BQ0199  HISTORY     - Date     Condition        Report By
 BQ0199  HISTORY     - 1943     MONUMENTED       CGS
 BQ0199
 BQ0199                          STATION DESCRIPTION
 BQ0199
 BQ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0199'4.5 MI NW FROM CANDELARIA.
 BQ0199'THIS MARK IS 4.5 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0199'THE SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 0.75 MILE SOUTH OF A
 BQ0199'CATTLE GUARD, SET IN THE TOP OF A BOULDER WITH THE LETTERS U.S. B.M.
 BQ0199'PAINTED ON THE SOUTHWEST SIDE, 45.0 FEET NORTHEAST OF THE CENTERLINE
 BQ0199'OF THE ROAD, AT A POINT WHERE THE ROAD PASSES THROUGH A CANYON, 6.0
 BQ0199'FEET NORTH OF A WHITE REFERENCE POST SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0196 ***********************************************************************
 BB0196  DESIGNATION -  Z 732
 BB0196  PID         -  BB0196
 BB0196  STATE/COUNTY-  TX/PRESIDIO
 BB0196  USGS QUAD   -  LAS CONCHAS (1980)
 BB0196
 BB0196                         *CURRENT SURVEY CONTROL
 BB0196  ___________________________________________________________________
 BB0196* NAD 83(1986)-  29 52 35.     (N)    104 38 17.     (W)     SCALED    
 BB0196* NAVD 88     -       830.482  (meters)    2724.67   (feet)  POSTED    
 BB0196  ___________________________________________________________________
 BB0196  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BB0196  DYNAMIC HT  -         829.130 (meters)    2720.24  (feet)  COMP
 BB0196  MODELED GRAV-     978,982.4   (mgal)                       NAVD 88
 BB0196
 BB0196  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0196
 BB0196.The horizontal coordinates were scaled from a topographic map and have
 BB0196.an estimated accuracy of +/- 6 seconds.
 BB0196
 BB0196.The orthometric height was determined by differential leveling
 BB0196.and adjusted by the National Geodetic Survey in 1992..
 BB0196.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0196.rate of 1.1 thru 2.0 mm/km.
 BB0196
 BB0196.The geoid height was determined by GEOID03.
 BB0196
 BB0196.The dynamic height is computed by dividing the NAVD 88
 BB0196.geopotential number by the normal gravity value computed on the
 BB0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0196.degrees latitude (g = 980.6199 gals.).
 BB0196
 BB0196.The modeled gravity was interpolated from observed gravity values.
 BB0196
 BB0196;                    North         East    Units  Estimated Accuracy
 BB0196;SPC TXSC     - 4,239,550.       55,590.      MT  (+/- 180 meters Scaled)
 BB0196
 BB0196                          SUPERSEDED SURVEY CONTROL
 BB0196
 BB0196  NGVD 29 (??/??/92)  830.106  (m)         2723.44   (f) ADJ UNCH    2 0
 BB0196
 BB0196.Superseded values are not recommended for survey control.
 BB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0196.See file dsdata.txt to determine how the superseded data were derived.
 BB0196
 BB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP349051(NAD 83)
 BB0196_MARKER: DB = BENCH MARK DISK
 BB0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0196_STAMPING: Z 732 1943
 BB0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0196+STABILITY: SURFACE MOTION
 BB0196
 BB0196  HISTORY     - Date     Condition        Report By
 BB0196  HISTORY     - 1943     MONUMENTED       CGS
 BB0196
 BB0196                          STATION DESCRIPTION
 BB0196
 BB0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0196'8.4 MI SE FROM RUIDOSA.
 BB0196'THIS MARK IS 8.4 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0196'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 0.7 MILE SOUTHEAST OF A 30
 BB0196'FOOT BRIDGE, 300.0 FEET SOUTH OF A DIP IN THE ROAD, 41.0 FEET
 BB0196'NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A WHITE
 BB0196'REFERENCE POST, PROJECTING 4-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0032 ***********************************************************************
 CD0032  DESIGNATION -  Z 733
 CD0032  PID         -  CD0032
 CD0032  STATE/COUNTY-  TX/CULBERSON
 CD0032  USGS QUAD   -  CASTILE HILL (1973)
 CD0032
 CD0032                         *CURRENT SURVEY CONTROL
 CD0032  ___________________________________________________________________
 CD0032* NAD 83(1986)-  31 50 02.     (N)    104 16 57.     (W)     SCALED    
 CD0032* NAVD 88     -      1129.136  (meters)    3704.51   (feet)  ADJUSTED  
 CD0032  ___________________________________________________________________
 CD0032  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CD0032  DYNAMIC HT  -        1127.425 (meters)    3698.89  (feet)  COMP
 CD0032  MODELED GRAV-     979,086.2   (mgal)                       NAVD 88
 CD0032
 CD0032  VERT ORDER  -  SECOND    CLASS 0
 CD0032
 CD0032.The horizontal coordinates were scaled from a topographic map and have
 CD0032.an estimated accuracy of +/- 6 seconds.
 CD0032
 CD0032.The orthometric height was determined by differential leveling
 CD0032.and adjusted by the National Geodetic Survey in June 1991..
 CD0032
 CD0032.The geoid height was determined by GEOID03.
 CD0032
 CD0032.The dynamic height is computed by dividing the NAVD 88
 CD0032.geopotential number by the normal gravity value computed on the
 CD0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0032.degrees latitude (g = 980.6199 gals.).
 CD0032
 CD0032.The modeled gravity was interpolated from observed gravity values.
 CD0032
 CD0032;                    North         East    Units  Estimated Accuracy
 CD0032;SPC TX C     - 3,246,890.      326,240.      MT  (+/- 180 meters Scaled)
 CD0032
 CD0032                          SUPERSEDED SURVEY CONTROL
 CD0032
 CD0032  NGVD 29 (??/??/92) 1128.618  (m)         3702.81   (f) ADJ UNCH    2 0
 CD0032
 CD0032.Superseded values are not recommended for survey control.
 CD0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0032.See file dsdata.txt to determine how the superseded data were derived.
 CD0032
 CD0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER678222(NAD 83)
 CD0032_MARKER: DB = BENCH MARK DISK
 CD0032_SETTING: 0 = UNSPECIFIED SETTING
 CD0032_STAMPING: Z 733 1943
 CD0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0032
 CD0032  HISTORY     - Date     Condition        Report By
 CD0032  HISTORY     - 1943     MONUMENTED       CGS
 CD0032
 CD0032                          STATION DESCRIPTION
 CD0032
 CD0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0032'23.7 MI W FROM ORLA.
 CD0032'THIS MARK IS 23.7 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0032'ORLA, 1.0 MILE WEST OF A CATTLE GUARD, 0.5 MILE EAST OF A BEACON
 CD0032'LIGHT, 13.0 FEET WEST OF POLE NUMBER 135-5, 24.0 FEET NORTH OF THE
 CD0032'CENTERLINE OF THE ROAD, PROJECTING 6-INCHES ABOVE THE GROUND, 2.0 FEET
 CD0032'EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0351 ***********************************************************************
 BA0351  DESIGNATION -  Z 734
 BA0351  PID         -  BA0351
 BA0351  STATE/COUNTY-  TX/BREWSTER
 BA0351  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0351
 BA0351                         *CURRENT SURVEY CONTROL
 BA0351  ___________________________________________________________________
 BA0351* NAD 83(1986)-  29 54 47.     (N)    103 37 17.     (W)     SCALED    
 BA0351* NAVD 88     -      1203.616  (meters)    3948.86   (feet)  POSTED    
 BA0351  ___________________________________________________________________
 BA0351  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 BA0351  DYNAMIC HT  -        1201.630 (meters)    3942.35  (feet)  COMP
 BA0351  MODELED GRAV-     978,950.8   (mgal)                       NAVD 88
 BA0351
 BA0351  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0351
 BA0351.The horizontal coordinates were scaled from a topographic map and have
 BA0351.an estimated accuracy of +/- 6 seconds.
 BA0351
 BA0351.The orthometric height was determined by differential leveling
 BA0351.and adjusted by the National Geodetic Survey in 1992..
 BA0351.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0351.rate of 2.1 thru 3.0 mm/km.
 BA0351
 BA0351.The geoid height was determined by GEOID03.
 BA0351
 BA0351.The dynamic height is computed by dividing the NAVD 88
 BA0351.geopotential number by the normal gravity value computed on the
 BA0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0351.degrees latitude (g = 980.6199 gals.).
 BA0351
 BA0351.The modeled gravity was interpolated from observed gravity values.
 BA0351
 BA0351;                    North         East    Units  Estimated Accuracy
 BA0351;SPC TXSC     - 4,239,310.      153,870.      MT  (+/- 180 meters Scaled)
 BA0351
 BA0351                          SUPERSEDED SURVEY CONTROL
 BA0351
 BA0351  NGVD 29 (??/??/92) 1203.126  (m)         3947.26   (f) ADJ UNCH    2 0
 BA0351
 BA0351.Superseded values are not recommended for survey control.
 BA0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0351.See file dsdata.txt to determine how the superseded data were derived.
 BA0351
 BA0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP330099(NAD 83)
 BA0351_MARKER: DB = BENCH MARK DISK
 BA0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0351_STAMPING: Z 734 1943
 BA0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0351+STABILITY: SURFACE MOTION
 BA0351
 BA0351  HISTORY     - Date     Condition        Report By
 BA0351  HISTORY     - 1943     MONUMENTED       CGS
 BA0351  HISTORY     - 1958     GOOD             NGS
 BA0351  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0351
 BA0351                          STATION DESCRIPTION
 BA0351
 BA0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0351'8.8 MI NE FROM O 2 RANCH.
 BA0351'ABOUT 8.8 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0351'HEADQUARTERS, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0351'MIDWAY BETWEEN TWO CURVES IN THE ROAD, AROUND THE TOE OF TWO MESAS,
 BA0351'110 FEET EAST AND ACROSS THE ROAD FROM A FENCE, 1 1/2 FEET NORTH OF A
 BA0351'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0351'PROJECTING 1 FOOT.
 BA0351
 BA0351                          STATION RECOVERY (2001)
 BA0351
 BA0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0351'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1264 ***********************************************************************
 FL1264  DESIGNATION -  Z 735
 FL1264  PID         -  FL1264
 FL1264  STATE/COUNTY-  TX/RANDALL
 FL1264  USGS QUAD   -  THE PALISADES (1973)
 FL1264
 FL1264                         *CURRENT SURVEY CONTROL
 FL1264  ___________________________________________________________________
 FL1264* NAD 83(1986)-  35 00 00.     (N)    101 50 52.     (W)     SCALED    
 FL1264* NAVD 88     -      1107.382  (meters)    3633.14   (feet)  ADJUSTED  
 FL1264  ___________________________________________________________________
 FL1264  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1264  DYNAMIC HT  -        1106.046 (meters)    3628.75  (feet)  COMP
 FL1264  MODELED GRAV-     979,389.9   (mgal)                       NAVD 88
 FL1264
 FL1264  VERT ORDER  -  SECOND    CLASS 0
 FL1264
 FL1264.The horizontal coordinates were scaled from a topographic map and have
 FL1264.an estimated accuracy of +/- 6 seconds.
 FL1264
 FL1264.The orthometric height was determined by differential leveling
 FL1264.and adjusted by the National Geodetic Survey in June 1991..
 FL1264
 FL1264.The geoid height was determined by GEOID03.
 FL1264
 FL1264.The dynamic height is computed by dividing the NAVD 88
 FL1264.geopotential number by the normal gravity value computed on the
 FL1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1264.degrees latitude (g = 980.6199 gals.).
 FL1264
 FL1264.The modeled gravity was interpolated from observed gravity values.
 FL1264
 FL1264;                    North         East    Units  Estimated Accuracy
 FL1264;SPC TX N     - 1,110,990.      168,250.      MT  (+/- 180 meters Scaled)
 FL1264
 FL1264                          SUPERSEDED SURVEY CONTROL
 FL1264
 FL1264  NGVD 29 (??/??/92) 1106.910  (m)         3631.59   (f) ADJ UNCH    2 0
 FL1264
 FL1264.Superseded values are not recommended for survey control.
 FL1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1264.See file dsdata.txt to determine how the superseded data were derived.
 FL1264
 FL1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD400767(NAD 83)
 FL1264_MARKER: DB = BENCH MARK DISK
 FL1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1264_STAMPING: Z 735 1943
 FL1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1264+STABILITY: SURFACE MOTION
 FL1264
 FL1264  HISTORY     - Date     Condition        Report By
 FL1264  HISTORY     - 1943     MONUMENTED       CGS
 FL1264  HISTORY     - 1954     MARK NOT FOUND   USGS
 FL1264  HISTORY     - 1980     MARK NOT FOUND   USGS
 FL1264  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1264
 FL1264                          STATION DESCRIPTION
 FL1264
 FL1264'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FL1264'5.6 MI E FROM CANYON.
 FL1264'4.6 MILES EAST ALONG STATE HIGHWAY 217 (PALO DURO DRIVE) FROM THE
 FL1264'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 1.0 MILE NORTH
 FL1264'ALONG A GRADED ROAD.  OPPOSITE THE JUNCTION OF A ROAD LEADING WEST,
 FL1264'28.5 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, 17 FEET SOUTH OF
 FL1264'THE CENTERLINE OF A FIELD ROAD LEADING EAST, AND 4.5 FEET SOUTH OF
 FL1264'S.W.P.S. POLE 329.  A STANDARD DISK, STAMPED Z 735 1943 AND SET IN THE
 FL1264'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
 FL1264
 FL1264                          STATION RECOVERY (1980)
 FL1264
 FL1264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL1264'MARK NOT FOUND.
 FL1264
 FL1264                          STATION RECOVERY (1984)
 FL1264
 FL1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0161 ***********************************************************************
 BQ0161  DESIGNATION -  Z 737
 BQ0161  PID         -  BQ0161
 BQ0161  STATE/COUNTY-  TX/PRESIDIO
 BQ0161  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0161
 BQ0161                         *CURRENT SURVEY CONTROL
 BQ0161  ___________________________________________________________________
 BQ0161* NAD 83(1986)-  30 09 10.     (N)    104 02 23.     (W)     SCALED    
 BQ0161* NAVD 88     -      1328.041  (meters)    4357.08   (feet)  ADJUSTED  
 BQ0161  ___________________________________________________________________
 BQ0161  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BQ0161  DYNAMIC HT  -        1325.828 (meters)    4349.82  (feet)  COMP
 BQ0161  MODELED GRAV-     978,929.9   (mgal)                       NAVD 88
 BQ0161
 BQ0161  VERT ORDER  -  SECOND    CLASS 0
 BQ0161
 BQ0161.The horizontal coordinates were scaled from a topographic map and have
 BQ0161.an estimated accuracy of +/- 6 seconds.
 BQ0161
 BQ0161.The orthometric height was determined by differential leveling
 BQ0161.and adjusted by the National Geodetic Survey in June 1991..
 BQ0161
 BQ0161.The geoid height was determined by GEOID03.
 BQ0161
 BQ0161.The dynamic height is computed by dividing the NAVD 88
 BQ0161.geopotential number by the normal gravity value computed on the
 BQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0161.degrees latitude (g = 980.6199 gals.).
 BQ0161
 BQ0161.The modeled gravity was interpolated from observed gravity values.
 BQ0161
 BQ0161;                    North         East    Units  Estimated Accuracy
 BQ0161;SPC TXSC     - 4,267,520.      114,650.      MT  (+/- 180 meters Scaled)
 BQ0161
 BQ0161                          SUPERSEDED SURVEY CONTROL
 BQ0161
 BQ0161  NGVD 29 (??/??/92) 1327.568  (m)         4355.53   (f) ADJ UNCH    2 0
 BQ0161
 BQ0161.Superseded values are not recommended for survey control.
 BQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0161.See file dsdata.txt to determine how the superseded data were derived.
 BQ0161
 BQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP924361(NAD 83)
 BQ0161_MARKER: DB = BENCH MARK DISK
 BQ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0161_STAMPING: Z 737 1943
 BQ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0161+STABILITY: SURFACE MOTION
 BQ0161
 BQ0161  HISTORY     - Date     Condition        Report By
 BQ0161  HISTORY     - 1943     MONUMENTED       CGS
 BQ0161  HISTORY     - 1958     GOOD             NGS
 BQ0161
 BQ0161                          STATION DESCRIPTION
 BQ0161
 BQ0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0161'11.8 MI S FROM MARFA.
 BQ0161'ABOUT 7.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0161'NEW ORLEANS RAILROAD STATION AT MARFA, THENCE ABOUT 4.4 MILES
 BQ0161'SOUTHEAST ALONG FARM ROAD 169, 47 FEET SOUTHWEST OF THE CENTER LINE OF
 BQ0161'THE ROAD, ABOUT 0.15 MILE NORTHWEST OF A POWER LINE CROSSING, 4 1/2
 BQ0161'FEET NORTHEAST OF A WOVEN WIRE FENCE, 1 FOOT SOUTHEAST OF A WHITE
 BQ0161'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 BQ0161'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0339 ***********************************************************************
 BA0339  DESIGNATION -  Z 738
 BA0339  PID         -  BA0339
 BA0339  STATE/COUNTY-  TX/BREWSTER
 BA0339  USGS QUAD   -  STRADDLEBUG MOUNTAIN (1983)
 BA0339
 BA0339                         *CURRENT SURVEY CONTROL
 BA0339  ___________________________________________________________________
 BA0339* NAD 83(1986)-  29 50 27.     (N)    103 44 36.     (W)     SCALED    
 BA0339* NAVD 88     -      1149.027  (meters)    3769.77   (feet)  POSTED    
 BA0339  ___________________________________________________________________
 BA0339  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0339  DYNAMIC HT  -        1147.140 (meters)    3763.58  (feet)  COMP
 BA0339  MODELED GRAV-     978,961.6   (mgal)                       NAVD 88
 BA0339
 BA0339  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0339
 BA0339.The horizontal coordinates were scaled from a topographic map and have
 BA0339.an estimated accuracy of +/- 6 seconds.
 BA0339
 BA0339.The orthometric height was determined by differential leveling
 BA0339.and adjusted by the National Geodetic Survey in 1992..
 BA0339.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0339.rate of 2.1 thru 3.0 mm/km.
 BA0339
 BA0339.The geoid height was determined by GEOID03.
 BA0339
 BA0339.The dynamic height is computed by dividing the NAVD 88
 BA0339.geopotential number by the normal gravity value computed on the
 BA0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0339.degrees latitude (g = 980.6199 gals.).
 BA0339
 BA0339.The modeled gravity was interpolated from observed gravity values.
 BA0339
 BA0339;                    North         East    Units  Estimated Accuracy
 BA0339;SPC TXSC     - 4,231,780.      141,780.      MT  (+/- 180 meters Scaled)
 BA0339
 BA0339                          SUPERSEDED SURVEY CONTROL
 BA0339
 BA0339  NGVD 29 (??/??/92) 1148.598  (m)         3768.36   (f) ADJ UNCH    2 0
 BA0339
 BA0339.Superseded values are not recommended for survey control.
 BA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0339.See file dsdata.txt to determine how the superseded data were derived.
 BA0339
 BA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP214018(NAD 83)
 BA0339_MARKER: DB = BENCH MARK DISK
 BA0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0339_STAMPING: Z 738 1943
 BA0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0339+STABILITY: SURFACE MOTION
 BA0339
 BA0339  HISTORY     - Date     Condition        Report By
 BA0339  HISTORY     - 1943     MONUMENTED       CGS
 BA0339  HISTORY     - 1958     GOOD             NGS
 BA0339
 BA0339                          STATION DESCRIPTION
 BA0339
 BA0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0339'0.5 MI S FROM O 2 RANCH.
 BA0339'ABOUT 0.5 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0339'HEADQUARTERS, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2
 BA0339'MILE NORTH-NORTHWEST OF THE FOOT OF A MESA, ABOUT 0.4 MILE NORTH OF A
 BA0339'CATTLE GUARD IN A EAST-WEST FENCE, 218 FEET EAST OF A FENCE, 1 FOOT
 BA0339'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BA0339'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0269 ***********************************************************************
 BA0269  DESIGNATION -  Z 739
 BA0269  PID         -  BA0269
 BA0269  STATE/COUNTY-  TX/BREWSTER
 BA0269  USGS QUAD   -  BUCK HILL (1983)
 BA0269
 BA0269                         *CURRENT SURVEY CONTROL
 BA0269  ___________________________________________________________________
 BA0269* NAD 83(1986)-  29 47 58.     (N)    103 32 40.     (W)     SCALED    
 BA0269* NAVD 88     -      1144.454  (meters)    3754.76   (feet)  ADJUSTED  
 BA0269  ___________________________________________________________________
 BA0269  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 BA0269  DYNAMIC HT  -        1142.582 (meters)    3748.62  (feet)  COMP
 BA0269  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 BA0269
 BA0269  VERT ORDER  -  SECOND    CLASS 0
 BA0269
 BA0269.The horizontal coordinates were scaled from a topographic map and have
 BA0269.an estimated accuracy of +/- 6 seconds.
 BA0269
 BA0269.The orthometric height was determined by differential leveling
 BA0269.and adjusted by the National Geodetic Survey in June 1991..
 BA0269
 BA0269.The geoid height was determined by GEOID03.
 BA0269
 BA0269.The dynamic height is computed by dividing the NAVD 88
 BA0269.geopotential number by the normal gravity value computed on the
 BA0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0269.degrees latitude (g = 980.6199 gals.).
 BA0269
 BA0269.The modeled gravity was interpolated from observed gravity values.
 BA0269
 BA0269;                    North         East    Units  Estimated Accuracy
 BA0269;SPC TXSC     - 4,226,430.      160,800.      MT  (+/- 180 meters Scaled)
 BA0269
 BA0269                          SUPERSEDED SURVEY CONTROL
 BA0269
 BA0269  NGVD 29 (??/??/92) 1143.998  (m)         3753.27   (f) ADJ UNCH    2 0
 BA0269
 BA0269.Superseded values are not recommended for survey control.
 BA0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0269.See file dsdata.txt to determine how the superseded data were derived.
 BA0269
 BA0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN406974(NAD 83)
 BA0269_MARKER: DB = BENCH MARK DISK
 BA0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0269_STAMPING: Z 739 1943
 BA0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0269+STABILITY: SURFACE MOTION
 BA0269
 BA0269  HISTORY     - Date     Condition        Report By
 BA0269  HISTORY     - 1943     MONUMENTED       CGS
 BA0269  HISTORY     - 1958     GOOD             NGS
 BA0269
 BA0269                          STATION DESCRIPTION
 BA0269
 BA0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0269'44.6 MI S FROM ALPINE.
 BA0269'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0269'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0269'118, THENCE ABOUT 0.35 MILE EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0269'THE A. M. POTTER RANCH, THENCE ABOUT 1.6 MILE EAST-SOUTHEAST ALONG A
 BA0269'DIM TRACK ROAD.  33 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD,
 BA0269'ABOUT 0.3 MILE WEST-SOUTHWEST OF A STEEL WINDMILL, 59 FEET NORTH OF A
 BA0269'FENCE, ABOUT 0.3 MILE WEST OF A CATTLE GUARD, 1 1/2 FEET NORTHEAST OF
 BA0269'A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0269'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0290 ***********************************************************************
 CA0290  DESIGNATION -  Z 74
 CA0290  PID         -  CA0290
 CA0290  STATE/COUNTY-  TX/BROWN
 CA0290  USGS QUAD   -  BROWNWOOD (1996)
 CA0290
 CA0290                         *CURRENT SURVEY CONTROL
 CA0290  ___________________________________________________________________
 CA0290* NAD 83(1986)-  31 43 09.     (N)    098 59 01.     (W)     SCALED    
 CA0290* NAVD 88     -       409.792  (meters)    1344.46   (feet)  ADJUSTED  
 CA0290  ___________________________________________________________________
 CA0290  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CA0290  DYNAMIC HT  -         409.257 (meters)    1342.70  (feet)  COMP
 CA0290  MODELED GRAV-     979,323.2   (mgal)                       NAVD 88
 CA0290
 CA0290  VERT ORDER  -  FIRST     CLASS II
 CA0290
 CA0290.The horizontal coordinates were scaled from a topographic map and have
 CA0290.an estimated accuracy of +/- 6 seconds.
 CA0290
 CA0290.The orthometric height was determined by differential leveling
 CA0290.and adjusted by the National Geodetic Survey in June 1991..
 CA0290.WARNING-Repeat measurements at this control monument indicate possible
 CA0290.vertical movement.
 CA0290
 CA0290.The geoid height was determined by GEOID03.
 CA0290
 CA0290.The dynamic height is computed by dividing the NAVD 88
 CA0290.geopotential number by the normal gravity value computed on the
 CA0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0290.degrees latitude (g = 980.6199 gals.).
 CA0290
 CA0290.The modeled gravity was interpolated from observed gravity values.
 CA0290
 CA0290;                    North         East    Units  Estimated Accuracy
 CA0290;SPC TX C     - 3,228,310.      827,920.      MT  (+/- 180 meters Scaled)
 CA0290
 CA0290                          SUPERSEDED SURVEY CONTROL
 CA0290
 CA0290  NGVD 29 (??/??/92)  409.708  (m)         1344.18   (f) ADJ UNCH    1 2
 CA0290
 CA0290.Superseded values are not recommended for survey control.
 CA0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0290.See file dsdata.txt to determine how the superseded data were derived.
 CA0290
 CA0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA015093(NAD 83)
 CA0290_MARKER: DB = BENCH MARK DISK
 CA0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0290_SP_SET: COLUMN BASE
 CA0290_STAMPING: 1344.184 Z 74 1931
 CA0290_MARK LOGO: CGS   
 CA0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0290+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 CA0290
 CA0290  HISTORY     - Date     Condition        Report By
 CA0290  HISTORY     - 1931     MONUMENTED       CGS
 CA0290  HISTORY     - 1945     GOOD             NGS
 CA0290  HISTORY     - 1982     GOOD             NGS
 CA0290  HISTORY     - 20060630 GOOD             GEOCAC
 CA0290
 CA0290                          STATION DESCRIPTION
 CA0290
 CA0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CA0290'IN BROWNWOOD.
 CA0290'AT BROWNWOOD, BROWN COUNTY, AT THE POST OFFICE ON CENTER STREET, AND
 CA0290'IN THE BASE OF THE COLUMN AT THE MAIN ENTRANCE.  A STANDARD DISK,
 CA0290'STAMPED 1344.184 Z 74 1931.
 CA0290
 CA0290                          STATION RECOVERY (1982)
 CA0290
 CA0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0290'IN BROWNWOOD, IN TOP OF THE NORTH CORNER OF THE FIRST COLUMN SOUTH OF
 CA0290'THE MAIN ENTRANCE TO THE POST OFFICE AT 600 CENTER STREET AND 3.8
 CA0290'METERS (12.5 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE.
 CA0290'THE MARK IS 1.2 M ABOVE THE SIDEWALK.
 CA0290
 CA0290                          STATION RECOVERY (2006)
 CA0290
 CA0290'RECOVERY NOTE BY GEOCACHING 2006 (MRH)
 CA0290'SEEMS GPSR COORDINATES WERE FAR OFF.  I RECOVERED IT AT 31 43.143, 98
 CA0290'59.027.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0088 ***********************************************************************
 BA0088  DESIGNATION -  Z 740
 BA0088  PID         -  BA0088
 BA0088  STATE/COUNTY-  TX/BREWSTER
 BA0088  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0088
 BA0088                         *CURRENT SURVEY CONTROL
 BA0088  ___________________________________________________________________
 BA0088* NAD 83(1986)-  29 37 40.     (N)    103 12 04.     (W)     SCALED    
 BA0088* NAVD 88     -       859.368  (meters)    2819.44   (feet)  ADJUSTED  
 BA0088  ___________________________________________________________________
 BA0088  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BA0088  DYNAMIC HT  -         858.000 (meters)    2814.95  (feet)  COMP
 BA0088  MODELED GRAV-     979,021.9   (mgal)                       NAVD 88
 BA0088
 BA0088  VERT ORDER  -  SECOND    CLASS 0
 BA0088
 BA0088.The horizontal coordinates were scaled from a topographic map and have
 BA0088.an estimated accuracy of +/- 6 seconds.
 BA0088
 BA0088.The orthometric height was determined by differential leveling
 BA0088.and adjusted by the National Geodetic Survey in June 1991..
 BA0088
 BA0088.The geoid height was determined by GEOID03.
 BA0088
 BA0088.The dynamic height is computed by dividing the NAVD 88
 BA0088.geopotential number by the normal gravity value computed on the
 BA0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0088.degrees latitude (g = 980.6199 gals.).
 BA0088
 BA0088.The modeled gravity was interpolated from observed gravity values.
 BA0088
 BA0088;                    North         East    Units  Estimated Accuracy
 BA0088;SPC TXSC     - 4,206,180.      193,280.      MT  (+/- 180 meters Scaled)
 BA0088
 BA0088                          SUPERSEDED SURVEY CONTROL
 BA0088
 BA0088  NGVD 29 (??/??/92)  859.012  (m)         2818.28   (f) ADJ UNCH    2 0
 BA0088
 BA0088.Superseded values are not recommended for survey control.
 BA0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0088.See file dsdata.txt to determine how the superseded data were derived.
 BA0088
 BA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN741788(NAD 83)
 BA0088_MARKER: DB = BENCH MARK DISK
 BA0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0088_STAMPING: Z 740 1943
 BA0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0088+STABILITY: SURFACE MOTION
 BA0088
 BA0088  HISTORY     - Date     Condition        Report By
 BA0088  HISTORY     - 1943     MONUMENTED       CGS
 BA0088  HISTORY     - 1958     GOOD             NGS
 BA0088  HISTORY     - 1967     GOOD             USGS
 BA0088
 BA0088                          STATION DESCRIPTION
 BA0088
 BA0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0088'4.65 MI SW FROM PERSIMMON GAP.
 BA0088'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0088'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0088'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0088'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0088'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE
 BA0088'ABOUT 1.1 MILE WEST ALONG A TRACK ROAD.  29 FEET SOUTHEAST OF THE
 BA0088'CENTER LINE OF THE ROAD, MIDWAY BETWEEN TWO CURVES, ON THE SOUTHWEST
 BA0088'EDGE OF A HILL BETWEEN TWO DRAWS, 1 1/2 FEET NORTHWEST OF A WHITE
 BA0088'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BA0088'INCHES.
 BA0088
 BA0088                          STATION RECOVERY (1967)
 BA0088
 BA0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BA0088'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM THE TOP PERSIMMON
 BA0088'GAP, THENCE 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD, THENCE
 BA0088'0.65 MILES SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE, CONTINUE
 BA0088'THROUGH A GATE AT A TEE FENCE CORNER, THENCE 0.35 MILES SOUTH ALONG A
 BA0088'DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE 1.1 MILES WEST
 BA0088'ALONG A TRACK ROAD, 29 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 BA0088'MIDWAY BETWEEN TWO CURVES, ON THE SOUTHWEST EDGE OF A HILL BETWEEN
 BA0088'TWO DRAWS 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN
 BA0088'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0172 ***********************************************************************
 BA0172  DESIGNATION -  Z 741
 BA0172  PID         -  BA0172
 BA0172  STATE/COUNTY-  TX/BREWSTER
 BA0172  USGS QUAD   -  PANTHER JUNCTION (1971)
 BA0172
 BA0172                         *CURRENT SURVEY CONTROL
 BA0172  ___________________________________________________________________
 BA0172* NAD 83(1986)-  29 16 44.     (N)    103 09 16.     (W)     SCALED    
 BA0172* NAVD 88     -       983.143  (meters)    3225.53   (feet)  ADJUSTED  
 BA0172  ___________________________________________________________________
 BA0172  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 BA0172  DYNAMIC HT  -         981.536 (meters)    3220.26  (feet)  COMP
 BA0172  MODELED GRAV-     978,975.5   (mgal)                       NAVD 88
 BA0172
 BA0172  VERT ORDER  -  FIRST     CLASS II
 BA0172
 BA0172.The horizontal coordinates were scaled from a topographic map and have
 BA0172.an estimated accuracy of +/- 6 seconds.
 BA0172
 BA0172.The orthometric height was determined by differential leveling
 BA0172.and adjusted by the National Geodetic Survey in June 1991..
 BA0172
 BA0172.The geoid height was determined by GEOID03.
 BA0172
 BA0172.The dynamic height is computed by dividing the NAVD 88
 BA0172.geopotential number by the normal gravity value computed on the
 BA0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0172.degrees latitude (g = 980.6199 gals.).
 BA0172
 BA0172.The modeled gravity was interpolated from observed gravity values.
 BA0172
 BA0172;                    North         East    Units  Estimated Accuracy
 BA0172;SPC TXSC     - 4,167,380.      196,430.      MT  (+/- 180 meters Scaled)
 BA0172
 BA0172                          SUPERSEDED SURVEY CONTROL
 BA0172
 BA0172  NGVD 29 (??/??/92)  982.748  (m)         3224.23   (f) ADJ UNCH    1 2
 BA0172
 BA0172.Superseded values are not recommended for survey control.
 BA0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0172.See file dsdata.txt to determine how the superseded data were derived.
 BA0172
 BA0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN792402(NAD 83)
 BA0172_MARKER: DB = BENCH MARK DISK
 BA0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0172_STAMPING: Z 741 1943
 BA0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0172+STABILITY: SURFACE MOTION
 BA0172
 BA0172  HISTORY     - Date     Condition        Report By
 BA0172  HISTORY     - 1943     MONUMENTED       CGS
 BA0172  HISTORY     - 1958     GOOD             NGS
 BA0172  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 BA0172
 BA0172                          STATION DESCRIPTION
 BA0172
 BA0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0172'9.25 MI E FROM PARK HEADQUARTERS.
 BA0172'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0172'BUILDING, THENCE 6.2 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 2.55
 BA0172'MILES NORTHWEST ALONG AN ABANDONED ROAD.  29 FEET EAST OF THE CENTER
 BA0172'LINE OF THE ROAD, AT THE CREST OF A HILL, 2 FEET WEST OF A WHITE
 BA0172'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IN
 BA0172'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BA0172
 BA0172                          STATION RECOVERY (1996)
 BA0172
 BA0172'RECOVERY NOTE BY US POWER SQUADRON 1996
 BA0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0147 ***********************************************************************
 BA0147  DESIGNATION -  Z 742
 BA0147  PID         -  BA0147
 BA0147  STATE/COUNTY-  TX/BREWSTER
 BA0147  USGS QUAD   -  GLENN SPRING (1971)
 BA0147
 BA0147                         *CURRENT SURVEY CONTROL
 BA0147  ___________________________________________________________________
 BA0147* NAD 83(1986)-  29 09 50.     (N)    103 10 20.     (W)     SCALED    
 BA0147* NAVD 88     -       760.646  (meters)    2495.55   (feet)  ADJUSTED  
 BA0147  ___________________________________________________________________
 BA0147  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 BA0147  DYNAMIC HT  -         759.424 (meters)    2491.54  (feet)  COMP
 BA0147  MODELED GRAV-     979,012.9   (mgal)                       NAVD 88
 BA0147
 BA0147  VERT ORDER  -  FIRST     CLASS II
 BA0147
 BA0147.The horizontal coordinates were scaled from a topographic map and have
 BA0147.an estimated accuracy of +/- 6 seconds.
 BA0147
 BA0147.The orthometric height was determined by differential leveling
 BA0147.and adjusted by the National Geodetic Survey in June 1991..
 BA0147
 BA0147.The geoid height was determined by GEOID03.
 BA0147
 BA0147.The dynamic height is computed by dividing the NAVD 88
 BA0147.geopotential number by the normal gravity value computed on the
 BA0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0147.degrees latitude (g = 980.6199 gals.).
 BA0147
 BA0147.The modeled gravity was interpolated from observed gravity values.
 BA0147
 BA0147;                    North         East    Units  Estimated Accuracy
 BA0147;SPC TXSC     - 4,154,700.      194,250.      MT  (+/- 180 meters Scaled)
 BA0147
 BA0147                          SUPERSEDED SURVEY CONTROL
 BA0147
 BA0147  NGVD 29 (??/??/92)  760.265  (m)         2494.30   (f) ADJ UNCH    1 2
 BA0147
 BA0147.Superseded values are not recommended for survey control.
 BA0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0147.See file dsdata.txt to determine how the superseded data were derived.
 BA0147
 BA0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN777275(NAD 83)
 BA0147_MARKER: DB = BENCH MARK DISK
 BA0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0147_STAMPING: Z 742 1943
 BA0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0147+STABILITY: SURFACE MOTION
 BA0147
 BA0147  HISTORY     - Date     Condition        Report By
 BA0147  HISTORY     - 1943     MONUMENTED       CGS
 BA0147  HISTORY     - 1967     GOOD             NGS
 BA0147
 BA0147                          STATION DESCRIPTION
 BA0147
 BA0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0147'30.35 MI S FROM PARK HEADQUARTERS.
 BA0147'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0147'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0147'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 12.15 MILES WEST
 BA0147'ALONG A DIRT ROAD, THENCE 1.7 MILES SOUTHWEST ALONG A DIRT ROAD, 26
 BA0147'FEET NORTH OF THE CENTERLINE OF THE ROAD, ON THE OUTSIDE OF A CURVE,
 BA0147'ON THE NORTHEAST BANK OF A CREEK, 2 FEET SOUTH OF A WHITE WOODEN
 BA0147'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 BA0147'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0161 ***********************************************************************
 BP0161  DESIGNATION -  Z 743
 BP0161  PID         -  BP0161
 BP0161  STATE/COUNTY-  TX/PECOS
 BP0161  USGS QUAD   -  LONGFELLOW (1968)
 BP0161
 BP0161                         *CURRENT SURVEY CONTROL
 BP0161  ___________________________________________________________________
 BP0161* NAD 83(1986)-  30 08 35.     (N)    102 37 53.     (W)     SCALED    
 BP0161* NAVD 88     -      1024.629  (meters)    3361.64   (feet)  ADJUSTED  
 BP0161  ___________________________________________________________________
 BP0161  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 BP0161  DYNAMIC HT  -        1023.015 (meters)    3356.34  (feet)  COMP
 BP0161  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 BP0161
 BP0161  VERT ORDER  -  FIRST     CLASS II
 BP0161
 BP0161.The horizontal coordinates were scaled from a topographic map and have
 BP0161.an estimated accuracy of +/- 6 seconds.
 BP0161
 BP0161.The orthometric height was determined by differential leveling
 BP0161.and adjusted by the National Geodetic Survey in June 1991..
 BP0161.WARNING-Repeat measurements at this control monument indicate possible
 BP0161.vertical movement.
 BP0161
 BP0161.The geoid height was determined by GEOID03.
 BP0161
 BP0161.The dynamic height is computed by dividing the NAVD 88
 BP0161.geopotential number by the normal gravity value computed on the
 BP0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0161.degrees latitude (g = 980.6199 gals.).
 BP0161
 BP0161.The modeled gravity was interpolated from observed gravity values.
 BP0161
 BP0161;                    North         East    Units  Estimated Accuracy
 BP0161;SPC TX C     - 3,055,100.      478,610.      MT  (+/- 180 meters Scaled)
 BP0161
 BP0161                          SUPERSEDED SURVEY CONTROL
 BP0161
 BP0161  NGVD 29 (??/??/92) 1024.320  (m)         3360.62   (f) ADJ UNCH    1 2
 BP0161
 BP0161.Superseded values are not recommended for survey control.
 BP0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0161.See file dsdata.txt to determine how the superseded data were derived.
 BP0161
 BP0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP281370(NAD 83)
 BP0161_MARKER: DB = BENCH MARK DISK
 BP0161_SETTING: 66 = SET IN ROCK OUTCROP
 BP0161_SP_SET: ROCK OUTCROP
 BP0161_STAMPING: Z 743 1943
 BP0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0161+STABILITY: POSITION/ELEVATION WELL
 BP0161
 BP0161  HISTORY     - Date     Condition        Report By
 BP0161  HISTORY     - 1943     MONUMENTED       CGS
 BP0161  HISTORY     - 1957     GOOD             NGS
 BP0161  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0161
 BP0161                          STATION DESCRIPTION
 BP0161
 BP0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0161'2.0 MI SE FROM LONGFELLOW.
 BP0161'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0161'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 1.0 MILE SOUTH ALONG
 BP0161'A DIRT ROAD.  IN THE TOP OF A FLAT ROCK OUTCROP, 117 FEET WEST OF THE
 BP0161'CENTER LINE OF THE ROAD, 0.25 MILE SOUTH OF A CATTLE GUARD AND TEE
 BP0161'FENCE, 0.1 MILE NORTH OF THE CREST OF A SMALL KNOLL, AT THE FOOT OF A
 BP0161'ROCKY BLUFF, AND ABOUT 11 FEET ABOVE THE LEVEL OF THE ROAD.
 BP0161
 BP0161                          STATION RECOVERY (1981)
 BP0161
 BP0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0161'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0244 ***********************************************************************
 BA0244  DESIGNATION -  Z 744
 BA0244  PID         -  BA0244
 BA0244  STATE/COUNTY-  TX/PRESIDIO
 BA0244  USGS QUAD   -  SAUCEDA RANCH (1971)
 BA0244
 BA0244                         *CURRENT SURVEY CONTROL
 BA0244  ___________________________________________________________________
 BA0244* NAD 83(1986)-  29 28 22.     (N)    103 55 55.     (W)     SCALED    
 BA0244* NAVD 88     -      1292.820  (meters)    4241.53   (feet)  ADJUSTED  
 BA0244  ___________________________________________________________________
 BA0244  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 BA0244  DYNAMIC HT  -        1290.638 (meters)    4234.37  (feet)  COMP
 BA0244  MODELED GRAV-     978,910.4   (mgal)                       NAVD 88
 BA0244
 BA0244  VERT ORDER  -  FIRST     CLASS II
 BA0244
 BA0244.The horizontal coordinates were scaled from a topographic map and have
 BA0244.an estimated accuracy of +/- 6 seconds.
 BA0244
 BA0244.The orthometric height was determined by differential leveling
 BA0244.and adjusted by the National Geodetic Survey in June 1991..
 BA0244
 BA0244.The geoid height was determined by GEOID03.
 BA0244
 BA0244.The dynamic height is computed by dividing the NAVD 88
 BA0244.geopotential number by the normal gravity value computed on the
 BA0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0244.degrees latitude (g = 980.6199 gals.).
 BA0244
 BA0244.The modeled gravity was interpolated from observed gravity values.
 BA0244
 BA0244;                    North         East    Units  Estimated Accuracy
 BA0244;SPC TXSC     - 4,191,780.      121,850.      MT  (+/- 180 meters Scaled)
 BA0244
 BA0244                          SUPERSEDED SURVEY CONTROL
 BA0244
 BA0244  NGVD 29 (??/??/92) 1292.456  (m)         4240.33   (f) ADJ UNCH    1 2
 BA0244
 BA0244.Superseded values are not recommended for survey control.
 BA0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0244.See file dsdata.txt to determine how the superseded data were derived.
 BA0244
 BA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN035608(NAD 83)
 BA0244_MARKER: DB = BENCH MARK DISK
 BA0244_SETTING: 80 = SET IN A BOULDER
 BA0244_SP_SET: BOULDER
 BA0244_STAMPING: Z 744 1943
 BA0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0244+STABILITY: SURFACE MOTION
 BA0244
 BA0244  HISTORY     - Date     Condition        Report By
 BA0244  HISTORY     - 1943     MONUMENTED       CGS
 BA0244  HISTORY     - 1971     GOOD             USGS
 BA0244
 BA0244                          STATION DESCRIPTION
 BA0244
 BA0244'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BA0244'1.8 MI E FROM FOWLKES BROS RANCH.
 BA0244'ABOUT 1.8 MILES EAST ALONG A WINDING BLADED ROAD FROM THE BIG BEND
 BA0244'RANCH, IN THE TOP OF A BOULDER PROJECTING 7 INCHES, 97 FEET SOUTH OF
 BA0244'THE CENTERLINE OF THE ROAD, ABOUT 0.2 MILE EAST OF A CATTLE GUARD, 213
 BA0244'FEET EAST OF THE EAST END OF A DIRT LANDING STRIP, AND 5 1/2 FEET EAST
 BA0244'OF A WHITE WITNESS POST.  A DISK, STAMPED Z 744 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0008 ***********************************************************************
 BA0008  DESIGNATION -  Z 745
 BA0008  PID         -  BA0008
 BA0008  STATE/COUNTY-  TX/BREWSTER
 BA0008  USGS QUAD   -  YELLOW HOUSE PEAK (1983)
 BA0008
 BA0008                         *CURRENT SURVEY CONTROL
 BA0008  ___________________________________________________________________
 BA0008* NAD 83(1986)-  29 50 17.     (N)    102 53 10.     (W)     SCALED    
 BA0008* NAVD 88     -       873.012  (meters)    2864.21   (feet)  ADJUSTED  
 BA0008  ___________________________________________________________________
 BA0008  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BA0008  DYNAMIC HT  -         871.643 (meters)    2859.72  (feet)  COMP
 BA0008  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 BA0008
 BA0008  VERT ORDER  -  FIRST     CLASS II
 BA0008
 BA0008.The horizontal coordinates were scaled from a topographic map and have
 BA0008.an estimated accuracy of +/- 6 seconds.
 BA0008
 BA0008.The orthometric height was determined by differential leveling
 BA0008.and adjusted by the National Geodetic Survey in June 1991..
 BA0008
 BA0008.The geoid height was determined by GEOID03.
 BA0008
 BA0008.The dynamic height is computed by dividing the NAVD 88
 BA0008.geopotential number by the normal gravity value computed on the
 BA0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0008.degrees latitude (g = 980.6199 gals.).
 BA0008
 BA0008.The modeled gravity was interpolated from observed gravity values.
 BA0008
 BA0008;                    North         East    Units  Estimated Accuracy
 BA0008;SPC TXSC     - 4,228,420.      224,540.      MT  (+/- 180 meters Scaled)
 BA0008
 BA0008                          SUPERSEDED SURVEY CONTROL
 BA0008
 BA0008  NGVD 29 (??/??/92)  872.696  (m)         2863.17   (f) ADJ UNCH    1 2
 BA0008
 BA0008.Superseded values are not recommended for survey control.
 BA0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0008.See file dsdata.txt to determine how the superseded data were derived.
 BA0008
 BA0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP042027(NAD 83)
 BA0008_MARKER: DB = BENCH MARK DISK
 BA0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0008_STAMPING: Z 745 1943
 BA0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0008+STABILITY: SURFACE MOTION
 BA0008
 BA0008  HISTORY     - Date     Condition        Report By
 BA0008  HISTORY     - 1943     MONUMENTED       CGS
 BA0008  HISTORY     - 1966     GOOD             NGS
 BA0008  HISTORY     - 1976     MARK NOT FOUND   USGS
 BA0008
 BA0008                          STATION DESCRIPTION
 BA0008
 BA0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0008'23.75 MI NE FROM PERSIMMON GAP.
 BA0008'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0008'PERSIMMON GAP, THENCE 12.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0008'THENCE 5.1 MILES NORTHEAST ALONG THE OLD ROAD GRADE, THENCE 0.2 MILES
 BA0008'EAST ALONG THE OLD ROAD, 26 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 BA0008'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 BA0008'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BA0008'INCHES.
 BA0008
 BA0008                          STATION RECOVERY (1976)
 BA0008
 BA0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0120 ***********************************************************************
 BA0120  DESIGNATION -  Z 746
 BA0120  PID         -  BA0120
 BA0120  STATE/COUNTY-  TX/BREWSTER
 BA0120  USGS QUAD   -  SMOKY CREEK (1971)
 BA0120
 BA0120                         *CURRENT SURVEY CONTROL
 BA0120  ___________________________________________________________________
 BA0120* NAD 83(1986)-  29 02 42.     (N)    103 23 29.     (W)     SCALED    
 BA0120* NAVD 88     -       654.192  (meters)    2146.29   (feet)  ADJUSTED  
 BA0120  ___________________________________________________________________
 BA0120  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 BA0120  DYNAMIC HT  -         653.132 (meters)    2142.82  (feet)  COMP
 BA0120  MODELED GRAV-     979,002.6   (mgal)                       NAVD 88
 BA0120
 BA0120  VERT ORDER  -  FIRST     CLASS II
 BA0120
 BA0120.The horizontal coordinates were scaled from a topographic map and have
 BA0120.an estimated accuracy of +/- 6 seconds.
 BA0120
 BA0120.The orthometric height was determined by differential leveling
 BA0120.and adjusted by the National Geodetic Survey in June 1991..
 BA0120
 BA0120.The geoid height was determined by GEOID03.
 BA0120
 BA0120.The dynamic height is computed by dividing the NAVD 88
 BA0120.geopotential number by the normal gravity value computed on the
 BA0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0120.degrees latitude (g = 980.6199 gals.).
 BA0120
 BA0120.The modeled gravity was interpolated from observed gravity values.
 BA0120
 BA0120;                    North         East    Units  Estimated Accuracy
 BA0120;SPC TXSC     - 4,142,310.      172,450.      MT  (+/- 180 meters Scaled)
 BA0120
 BA0120                          SUPERSEDED SURVEY CONTROL
 BA0120
 BA0120  NGVD 29 (??/??/92)  653.794  (m)         2144.99   (f) ADJ UNCH    1 2
 BA0120
 BA0120.Superseded values are not recommended for survey control.
 BA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0120.See file dsdata.txt to determine how the superseded data were derived.
 BA0120
 BA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN566140(NAD 83)
 BA0120_MARKER: DB = BENCH MARK DISK
 BA0120_SETTING: 66 = SET IN ROCK OUTCROP
 BA0120_SP_SET: OUTCROP
 BA0120_STAMPING: Z 746 1943
 BA0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0120+STABILITY: POSITION/ELEVATION WELL
 BA0120
 BA0120  HISTORY     - Date     Condition        Report By
 BA0120  HISTORY     - 1943     MONUMENTED       CGS
 BA0120  HISTORY     - 1958     GOOD             NGS
 BA0120
 BA0120                          STATION DESCRIPTION
 BA0120
 BA0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0120'12.5 MI SE FROM CASTOLON.
 BA0120'ABOUT 12.5 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0120'OFFICE AT CASTOLON, IN THE TOP OF THE NORTHWEST END OF A SANDSTONE
 BA0120'OUTCROP PROJECTING 5 FEET, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BA0120'ROAD, ON THE SOUTHEAST BANK OF A SMALL WASH, ON THE NORTHWEST SLOPE OF
 BA0120'A HILL, 3 FEET SOUTHWEST OF A CAIRN, AND ABOUT 4 FEET ABOVE THE LEVEL
 BA0120'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0173 ***********************************************************************
 BA0173  DESIGNATION -  Z 748
 BA0173  PID         -  BA0173
 BA0173  STATE/COUNTY-  TX/BREWSTER
 BA0173  USGS QUAD   -  PANTHER JUNCTION (1971)
 BA0173
 BA0173                         *CURRENT SURVEY CONTROL
 BA0173  ___________________________________________________________________
 BA0173* NAD 83(1986)-  29 17 45.     (N)    103 09 29.     (W)     SCALED    
 BA0173* NAVD 88     -       991.578  (meters)    3253.20   (feet)  ADJUSTED  
 BA0173  ___________________________________________________________________
 BA0173  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 BA0173  DYNAMIC HT  -         989.955 (meters)    3247.88  (feet)  COMP
 BA0173  MODELED GRAV-     978,972.8   (mgal)                       NAVD 88
 BA0173
 BA0173  VERT ORDER  -  FIRST     CLASS II
 BA0173
 BA0173.The horizontal coordinates were scaled from a topographic map and have
 BA0173.an estimated accuracy of +/- 6 seconds.
 BA0173
 BA0173.The orthometric height was determined by differential leveling
 BA0173.and adjusted by the National Geodetic Survey in June 1991..
 BA0173
 BA0173.The geoid height was determined by GEOID03.
 BA0173
 BA0173.The dynamic height is computed by dividing the NAVD 88
 BA0173.geopotential number by the normal gravity value computed on the
 BA0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0173.degrees latitude (g = 980.6199 gals.).
 BA0173
 BA0173.The modeled gravity was interpolated from observed gravity values.
 BA0173
 BA0173;                    North         East    Units  Estimated Accuracy
 BA0173;SPC TXSC     - 4,169,260.      196,140.      MT  (+/- 180 meters Scaled)
 BA0173
 BA0173                          SUPERSEDED SURVEY CONTROL
 BA0173
 BA0173  NGVD 29 (??/??/92)  991.179  (m)         3251.89   (f) ADJ UNCH    1 2
 BA0173
 BA0173.Superseded values are not recommended for survey control.
 BA0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0173.See file dsdata.txt to determine how the superseded data were derived.
 BA0173
 BA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN789421(NAD 83)
 BA0173_MARKER: DB = BENCH MARK DISK
 BA0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0173_STAMPING: Z 748 1943
 BA0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0173+STABILITY: SURFACE MOTION
 BA0173
 BA0173  HISTORY     - Date     Condition        Report By
 BA0173  HISTORY     - 1943     MONUMENTED       CGS
 BA0173  HISTORY     - 1958     GOOD             NGS
 BA0173
 BA0173                          STATION DESCRIPTION
 BA0173
 BA0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0173'10.35 MI E FROM PARK HEADQUARTERS.
 BA0173'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0173'BUILDING, THENCE 6.2 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 3.65
 BA0173'MILES NORTHWEST ALONG AN ABANDONED ROAD.  56 FEET SOUTHWEST OF THE
 BA0173'CENTER LINE OF THE ROAD, 138 FEET NORTHWEST OF A DRAW, 249 FEET
 BA0173'NORTHEAST OF A POWER POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 BA0173'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0173'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0210 ***********************************************************************
 BA0210  DESIGNATION -  Z 749
 BA0210  PID         -  BA0210
 BA0210  STATE/COUNTY-  TX/BREWSTER
 BA0210  USGS QUAD   -  LAJITAS (1971)
 BA0210
 BA0210                         *CURRENT SURVEY CONTROL
 BA0210  ___________________________________________________________________
 BA0210* NAD 83(1986)-  29 18 57.     (N)    103 45 08.     (W)     SCALED    
 BA0210* NAVD 88     -       839.837  (meters)    2755.37   (feet)  POSTED    
 BA0210  ___________________________________________________________________
 BA0210  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BA0210  DYNAMIC HT  -         838.480 (meters)    2750.91  (feet)  COMP
 BA0210  MODELED GRAV-     978,994.5   (mgal)                       NAVD 88
 BA0210
 BA0210  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BA0210
 BA0210.The horizontal coordinates were scaled from a topographic map and have
 BA0210.an estimated accuracy of +/- 6 seconds.
 BA0210
 BA0210.The orthometric height was determined by differential leveling
 BA0210.and adjusted by the National Geodetic Survey in 1992..
 BA0210.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BA0210.rate of 3.1 thru 4.0 mm/km.
 BA0210
 BA0210.The geoid height was determined by GEOID03.
 BA0210
 BA0210.The dynamic height is computed by dividing the NAVD 88
 BA0210.geopotential number by the normal gravity value computed on the
 BA0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0210.degrees latitude (g = 980.6199 gals.).
 BA0210
 BA0210.The modeled gravity was interpolated from observed gravity values.
 BA0210
 BA0210;                    North         East    Units  Estimated Accuracy
 BA0210;SPC TXSC     - 4,173,680.      138,550.      MT  (+/- 180 meters Scaled)
 BA0210
 BA0210                          SUPERSEDED SURVEY CONTROL
 BA0210
 BA0210  NGVD 29 (??/??/92)  839.449  (m)         2754.09   (f) ADJ UNCH    1 2
 BA0210
 BA0210.Superseded values are not recommended for survey control.
 BA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0210.See file dsdata.txt to determine how the superseded data were derived.
 BA0210
 BA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN211436(NAD 83)
 BA0210_MARKER: DB = BENCH MARK DISK
 BA0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0210_STAMPING: Z 749 1943
 BA0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0210+STABILITY: SURFACE MOTION
 BA0210
 BA0210  HISTORY     - Date     Condition        Report By
 BA0210  HISTORY     - 1943     MONUMENTED       CGS
 BA0210  HISTORY     - 1967     GOOD             NGS
 BA0210  HISTORY     - 20010331 GOOD             NGS
 BA0210
 BA0210                          STATION DESCRIPTION
 BA0210
 BA0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0210'5.15 MI SE FROM FRESNO MINE OFFICE.
 BA0210'ABOUT 5.15 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE FRESNO
 BA0210'MINE OFFICE, 32 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AT THE
 BA0210'CREST OF A HILL, ABOUT MIDWAY BETWEEN 2 ROCKY WASHES, 1 FEET SOUTHEAST
 BA0210'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 BA0210'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BA0210
 BA0210                          STATION RECOVERY (2001)
 BA0210
 BA0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0210'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0527 ***********************************************************************
 CA0527  DESIGNATION -  Z 75
 CA0527  PID         -  CA0527
 CA0527  STATE/COUNTY-  TX/MCCULLOCH
 CA0527  USGS QUAD   -  WEST SWEDEN (1987)
 CA0527
 CA0527                         *CURRENT SURVEY CONTROL
 CA0527  ___________________________________________________________________
 CA0527* NAD 83(1986)-  31 08 26.     (N)    099 24 11.     (W)     SCALED    
 CA0527* NAVD 88     -       531.076  (meters)    1742.37   (feet)  POSTED    
 CA0527  ___________________________________________________________________
 CA0527  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CA0527  DYNAMIC HT  -         530.360 (meters)    1740.02  (feet)  COMP
 CA0527  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 CA0527
 CA0527  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0527
 CA0527.The horizontal coordinates were scaled from a topographic map and have
 CA0527.an estimated accuracy of +/- 6 seconds.
 CA0527
 CA0527.The orthometric height was determined by differential leveling
 CA0527.and adjusted by the National Geodetic Survey in 1992..
 CA0527.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0527.rate of 0.0 thru 1.0 mm/km.
 CA0527
 CA0527.The geoid height was determined by GEOID03.
 CA0527
 CA0527.The dynamic height is computed by dividing the NAVD 88
 CA0527.geopotential number by the normal gravity value computed on the
 CA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0527.degrees latitude (g = 980.6199 gals.).
 CA0527
 CA0527.The modeled gravity was interpolated from observed gravity values.
 CA0527
 CA0527;                    North         East    Units  Estimated Accuracy
 CA0527;SPC TX C     - 3,163,760.      788,700.      MT  (+/- 180 meters Scaled)
 CA0527
 CA0527                          SUPERSEDED SURVEY CONTROL
 CA0527
 CA0527  NGVD 29 (??/??/92)  531.007  (m)         1742.15   (f) ADJ UNCH    1 2
 CA0527
 CA0527.Superseded values are not recommended for survey control.
 CA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0527.See file dsdata.txt to determine how the superseded data were derived.
 CA0527
 CA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV615452(NAD 83)
 CA0527_MARKER: DB = BENCH MARK DISK
 CA0527_SETTING: 66 = SET IN ROCK OUTCROP
 CA0527_SP_SET: ROCK LEDGE
 CA0527_STAMPING: 1742.145 Z 75 1931
 CA0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0527+STABILITY: POSITION/ELEVATION WELL
 CA0527
 CA0527  HISTORY     - Date     Condition        Report By
 CA0527  HISTORY     - 1931     MONUMENTED       CGS
 CA0527  HISTORY     - 1935     GOOD             NGS
 CA0527
 CA0527                          STATION DESCRIPTION
 CA0527
 CA0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0527'4.4 MI W FROM BRADY.
 CA0527'4.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0527'BRADY, MCCULLOCH COUNTY, 0.6 MILE WEST OF NIBLOCK, 9-1/2 POLES WEST OF
 CA0527'MILEPOST 70, AT THE EAST END OF A CUT, 10 FEET SOUTH OF THE TRACK, AND
 CA0527'IN A ROCK LEDGE.  A STANDARD DISK, STAMPED 1742.145 Z 75 1931.
 CA0527
 CA0527                          STATION RECOVERY (1935)
 CA0527
 CA0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0235 ***********************************************************************
 BA0235  DESIGNATION -  Z 750
 BA0235  PID         -  BA0235
 BA0235  STATE/COUNTY-  TX/BREWSTER
 BA0235  USGS QUAD   -  CASTOLON (1971)
 BA0235
 BA0235                         *CURRENT SURVEY CONTROL
 BA0235  ___________________________________________________________________
 BA0235* NAD 83(1986)-  29 09 11.     (N)    103 31 53.     (W)     SCALED    
 BA0235* NAVD 88     -       662.338  (meters)    2173.02   (feet)  ADJUSTED  
 BA0235  ___________________________________________________________________
 BA0235  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BA0235  DYNAMIC HT  -         661.269 (meters)    2169.51  (feet)  COMP
 BA0235  MODELED GRAV-     979,008.9   (mgal)                       NAVD 88
 BA0235
 BA0235  VERT ORDER  -  FIRST     CLASS II
 BA0235
 BA0235.The horizontal coordinates were scaled from a topographic map and have
 BA0235.an estimated accuracy of +/- 6 seconds.
 BA0235
 BA0235.The orthometric height was determined by differential leveling
 BA0235.and adjusted by the National Geodetic Survey in June 1991..
 BA0235
 BA0235.The geoid height was determined by GEOID03.
 BA0235
 BA0235.The dynamic height is computed by dividing the NAVD 88
 BA0235.geopotential number by the normal gravity value computed on the
 BA0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0235.degrees latitude (g = 980.6199 gals.).
 BA0235
 BA0235.The modeled gravity was interpolated from observed gravity values.
 BA0235
 BA0235;                    North         East    Units  Estimated Accuracy
 BA0235;SPC TXSC     - 4,154,800.      159,290.      MT  (+/- 180 meters Scaled)
 BA0235
 BA0235                          SUPERSEDED SURVEY CONTROL
 BA0235
 BA0235  NGVD 29 (??/??/92)  661.930  (m)         2171.68   (f) ADJ UNCH    1 2
 BA0235
 BA0235.Superseded values are not recommended for survey control.
 BA0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0235.See file dsdata.txt to determine how the superseded data were derived.
 BA0235
 BA0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN428258(NAD 83)
 BA0235_MARKER: DB = BENCH MARK DISK
 BA0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0235_STAMPING: Z 750 1943
 BA0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0235+STABILITY: SURFACE MOTION
 BA0235
 BA0235  HISTORY     - Date     Condition        Report By
 BA0235  HISTORY     - 1943     MONUMENTED       CGS
 BA0235  HISTORY     - 1958     GOOD             NGS
 BA0235
 BA0235                          STATION DESCRIPTION
 BA0235
 BA0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0235'2.0 MI NW FROM CASTOLON.
 BA0235'ABOUT 2.0 MILES NORTHWEST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0235'OFFICE AT CASTOLON, 28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BA0235'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 BA0235'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BA0235'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0067 ***********************************************************************
 AW0067  DESIGNATION -  Z 751
 AW0067  PID         -  AW0067
 AW0067  STATE/COUNTY-  TX/BRAZORIA
 AW0067  USGS QUAD   -  DANBURY (1974)
 AW0067
 AW0067                         *CURRENT SURVEY CONTROL
 AW0067  ___________________________________________________________________
 AW0067* NAD 83(1986)-  29 12 15.     (N)    095 18 35.     (W)     SCALED    
 AW0067* NAVD 88     -         4.62   (+/-2cm)      15.2    (feet)  VERTCON   
 AW0067  ___________________________________________________________________
 AW0067  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW0067
 AW0067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0067
 AW0067.The horizontal coordinates were scaled from a topographic map and have
 AW0067.an estimated accuracy of +/- 6 seconds.
 AW0067
 AW0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0067.The vertical order pertains to the NGVD 29 superseded value.
 AW0067
 AW0067.The geoid height was determined by GEOID03.
 AW0067
 AW0067;                    North         East    Units  Estimated Accuracy
 AW0067;SPC TXSC     - 4,157,590.      958,760.      MT  (+/- 180 meters Scaled)
 AW0067
 AW0067                          SUPERSEDED SURVEY CONTROL
 AW0067
 AW0067  NGVD 29 (??/??/92)    4.619  (m)           15.15   (f) ADJ UNCH    2 0
 AW0067
 AW0067.Superseded values are not recommended for survey control.
 AW0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0067.See file dsdata.txt to determine how the superseded data were derived.
 AW0067
 AW0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN754328(NAD 83)
 AW0067_MARKER: DB = BENCH MARK DISK
 AW0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0067_SP_SET: CULVERT
 AW0067_STAMPING: Z 751 1942
 AW0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0067
 AW0067  HISTORY     - Date     Condition        Report By
 AW0067  HISTORY     - 1942     MONUMENTED       CGS
 AW0067  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0067  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0067  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0067
 AW0067                          STATION DESCRIPTION
 AW0067
 AW0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0067'2.9 MI SE FROM DANBURY.
 AW0067'2.9 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE MISSOURI PACIFIC
 AW0067'RAILROAD STATION AT DANBURY, AT A CONCRETE-BOX CULVERT, IN THE TOP OF
 AW0067'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL, 11 FEET SOUTHWEST OF THE
 AW0067'CENTERLINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A
 AW0067'STANDARD DISK, STAMPED Z 751 1942.
 AW0067
 AW0067                          STATION RECOVERY (1973)
 AW0067
 AW0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0067'MARK NOT FOUND.
 AW0067
 AW0067                          STATION RECOVERY (1978)
 AW0067
 AW0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0067'NOT RECOVERED THIS DATE.
 AW0067
 AW0067                          STATION RECOVERY (2004)
 AW0067
 AW0067'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1210 ***********************************************************************
 AW1210  DESIGNATION -  Z 754
 AW1210  PID         -  AW1210
 AW1210  STATE/COUNTY-  TX/MATAGORDA
 AW1210  USGS QUAD   -  ASHWOOD (1980)
 AW1210
 AW1210                         *CURRENT SURVEY CONTROL
 AW1210  ___________________________________________________________________
 AW1210* NAD 83(1986)-  29 00 46.     (N)    095 50 06.     (W)     SCALED    
 AW1210* NAVD 88     -        11.05   (+/-2cm)      36.3    (feet)  VERTCON   
 AW1210  ___________________________________________________________________
 AW1210  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1210
 AW1210  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1210
 AW1210.The horizontal coordinates were scaled from a topographic map and have
 AW1210.an estimated accuracy of +/- 6 seconds.
 AW1210
 AW1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1210.The vertical order pertains to the NGVD 29 superseded value.
 AW1210
 AW1210.The geoid height was determined by GEOID03.
 AW1210
 AW1210;                    North         East    Units  Estimated Accuracy
 AW1210;SPC TXSC     - 4,134,890.      908,280.      MT  (+/- 180 meters Scaled)
 AW1210
 AW1210                          SUPERSEDED SURVEY CONTROL
 AW1210
 AW1210  NGVD 29 (??/??/92)   11.071  (m)           36.32   (f) ADJ UNCH    1 1
 AW1210
 AW1210.Superseded values are not recommended for survey control.
 AW1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1210.See file dsdata.txt to determine how the superseded data were derived.
 AW1210
 AW1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN238127(NAD 83)
 AW1210_MARKER: DB = BENCH MARK DISK
 AW1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1210_STAMPING: Z 754 1942
 AW1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1210+STABILITY: SURFACE MOTION
 AW1210
 AW1210  HISTORY     - Date     Condition        Report By
 AW1210  HISTORY     - 1942     MONUMENTED       CGS
 AW1210  HISTORY     - 1972     GOOD             NGS
 AW1210  HISTORY     - 1978     GOOD             NGS
 AW1210  HISTORY     - 1989     GOOD             USPSQD
 AW1210
 AW1210                          STATION DESCRIPTION
 AW1210
 AW1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1210'8.4 MI SW FROM SWEENY.
 AW1210'8.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1210'STATION AT SWEENY, 8.6 MILES NORTHEAST OF BAY CITY, 56.6 FEET
 AW1210'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 26 FEET NORTHEAST
 AW1210'OF A TELEPHONE POLE, 1.3 FEET SOUTH OF A FENCE, 0.6 FOOT NORTH OF A
 AW1210'WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 AW1210'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AW1210
 AW1210                          STATION RECOVERY (1978)
 AW1210
 AW1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1210'RECOVERED IN GOOD CONDITION.
 AW1210
 AW1210                          STATION RECOVERY (1989)
 AW1210
 AW1210'RECOVERY NOTE BY US POWER SQUADRON 1989 (OOG)
 AW1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0143 ***********************************************************************
 AM0143  DESIGNATION -  Z 755
 AM0143  PID         -  AM0143
 AM0143  STATE/COUNTY-  TX/MATAGORDA
 AM0143  USGS QUAD   -  MATAGORDA (1972)
 AM0143
 AM0143                         *CURRENT SURVEY CONTROL
 AM0143  ___________________________________________________________________
 AM0143* NAD 83(1986)-  28 42 08.     (N)    095 57 24.     (W)     SCALED    
 AM0143* NAVD 88     -         2.68   (+/-2cm)       8.8    (feet)  VERTCON   
 AM0143  ___________________________________________________________________
 AM0143  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AM0143
 AM0143  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0143
 AM0143.The horizontal coordinates were scaled from a topographic map and have
 AM0143.an estimated accuracy of +/- 6 seconds.
 AM0143
 AM0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0143.The vertical order pertains to the NGVD 29 superseded value.
 AM0143
 AM0143.The geoid height was determined by GEOID03.
 AM0143
 AM0143;                    North         East    Units  Estimated Accuracy
 AM0143;SPC TXSC     - 4,100,170.      897,330.      MT  (+/- 180 meters Scaled)
 AM0143
 AM0143                          SUPERSEDED SURVEY CONTROL
 AM0143
 AM0143  NGVD 29 (??/??/92)    2.734  (m)            8.97   (f) ADJ UNCH    1 1
 AM0143
 AM0143.Superseded values are not recommended for survey control.
 AM0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0143.See file dsdata.txt to determine how the superseded data were derived.
 AM0143
 AM0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM111785(NAD 83)
 AM0143_MARKER: DB = BENCH MARK DISK
 AM0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0143_STAMPING: Z 755 1943
 AM0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0143+STABILITY: SURFACE MOTION
 AM0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0143+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0143
 AM0143  HISTORY     - Date     Condition        Report By
 AM0143  HISTORY     - 1943     MONUMENTED       CGS
 AM0143  HISTORY     - 1951     GOOD             NGS
 AM0143  HISTORY     - 1977     GOOD             NGS
 AM0143  HISTORY     - 1978     GOOD             NGS
 AM0143  HISTORY     - 20060316 GOOD             USPSQD
 AM0143
 AM0143                          STATION DESCRIPTION
 AM0143
 AM0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0143'0.8 MI NE FROM MATAGORDA.
 AM0143'0.8 MILE NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AM0143'THE STATION AT MATAGORDA, AT THE CROSSING OF STATE HIGHWAY 60, 4 POLES
 AM0143'SOUTH OF MILEPOST 89, 98 FEET NORTH OF THE NORTHWEST CORNER OF A
 AM0143'CEMETERY, 118 FEET SOUTH OF A RAILROAD CATTLE GUARD, 51 FEET EAST OF
 AM0143'THE CENTER OF THE HIGHWAY CROSSING, 12 FEET NORTH OF A FENCE CORNER, 3
 AM0143'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AM0143'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AM0143
 AM0143                          STATION RECOVERY (1977)
 AM0143
 AM0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0143'RECOVERED IN GOOD CONDITION.
 AM0143
 AM0143                          STATION RECOVERY (1978)
 AM0143
 AM0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0143'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 60 FROM THE JUNCTION OF
 AM0143'MARKET STREET IN MATAGORDA, AT THE CROSSING OF THE GULF COLORADO
 AM0143'AND SANTA FE RAILROAD, 51 FT. EAST OF THE CENTER LINE OF THE
 AM0143'HIGHWAY, 118 FT. SOUTH OF A RAILROAD CATTLE GUARD, 15 FT. NORTH OF A
 AM0143'POWERLINE POLE, 46 FT. SOUTHEAST OF THE SOUTHEAST RAIL AND 98 FT.
 AM0143'NORTH OF THE NORTHWEST CORNER OF A CEMETERY.
 AM0143
 AM0143                          STATION RECOVERY (2006)
 AM0143
 AM0143'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0143'FOUND AS DESCRIBED.  GO TO N28 42 08.3 W095 57 24.9. THE MARK IS 2
 AM0143'FEET NORTH OF A METAL WITNESS POST.  THIS MARK IS USED BY THE
 AM0143'SURVEYORS FOR MATAGORDA.  FOUND 3 NAIL SPIKES IN MATAGORDA WITH
 AM0143'REFERANCE TO THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4360 ***********************************************************************
 AW4360  DESIGNATION -  Z 756
 AW4360  PID         -  AW4360
 AW4360  STATE/COUNTY-  TX/BRAZORIA
 AW4360  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4360
 AW4360                         *CURRENT SURVEY CONTROL
 AW4360  ___________________________________________________________________
 AW4360* NAD 83(1986)-  29 08 35.     (N)    095 34 10.     (W)     SCALED    
 AW4360* NAVD 88     -         8.03   (+/-2cm)      26.3    (feet)  VERTCON   
 AW4360  ___________________________________________________________________
 AW4360  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW4360
 AW4360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4360
 AW4360.The horizontal coordinates were scaled from a topographic map and have
 AW4360.an estimated accuracy of +/- 6 seconds.
 AW4360
 AW4360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4360.The vertical order pertains to the NGVD 29 superseded value.
 AW4360
 AW4360.The geoid height was determined by GEOID03.
 AW4360
 AW4360;                    North         East    Units  Estimated Accuracy
 AW4360;SPC TXSC     - 4,150,050.      933,720.      MT  (+/- 180 meters Scaled)
 AW4360
 AW4360                          SUPERSEDED SURVEY CONTROL
 AW4360
 AW4360  NGVD 29 (??/??/92)    8.04   (m)           26.4    (f) COMPUTED    2 0
 AW4360
 AW4360.Superseded values are not recommended for survey control.
 AW4360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4360.See file dsdata.txt to determine how the superseded data were derived.
 AW4360
 AW4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN500265(NAD 83)
 AW4360_MARKER: DB = BENCH MARK DISK
 AW4360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4360_SP_SET: BRIDGE ABUTMENT
 AW4360_STAMPING: Z 756 1943
 AW4360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4360
 AW4360  HISTORY     - Date     Condition        Report By
 AW4360  HISTORY     - 1943     MONUMENTED       CGS
 AW4360  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AW4360
 AW4360                          STATION DESCRIPTION
 AW4360
 AW4360'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4360'2.7 MI NE FROM EAST COLUMBIA.
 AW4360'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4360'COLUMBIA.  PROCEED NORTHEASTERLY 2.7 MILES ALONG STATE HIGHWAY NO. 35
 AW4360'TO A LARGE CONCRETE BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS
 AW4360'ABOUT 300.0 FEET SOUTHEAST OF THE CENTERLINE OF THE MISSOURI PACIFIC
 AW4360'RAILROAD TRACK, 13.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AW4360'CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE TOP NORTH END
 AW4360'OF THE WEST ABUTMENT OF THE CONCRETE BRIDGE.
 AW4360
 AW4360                          STATION RECOVERY (1998)
 AW4360
 AW4360'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4327 ***********************************************************************
 AW4327  DESIGNATION -  Z 757
 AW4327  PID         -  AW4327
 AW4327  STATE/COUNTY-  TX/MATAGORDA
 AW4327  USGS QUAD   -  ASHWOOD (1980)
 AW4327
 AW4327                         *CURRENT SURVEY CONTROL
 AW4327  ___________________________________________________________________
 AW4327* NAD 83(1986)-  29 03 59.     (N)    095 49 08.     (W)     SCALED    
 AW4327* NAVD 88     -        12.54   (+/-2cm)      41.1    (feet)  VERTCON   
 AW4327  ___________________________________________________________________
 AW4327  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW4327
 AW4327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4327
 AW4327.The horizontal coordinates were scaled from a topographic map and have
 AW4327.an estimated accuracy of +/- 6 seconds.
 AW4327
 AW4327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4327.The vertical order pertains to the NGVD 29 superseded value.
 AW4327
 AW4327.The geoid height was determined by GEOID03.
 AW4327
 AW4327;                    North         East    Units  Estimated Accuracy
 AW4327;SPC TXSC     - 4,140,870.      909,690.      MT  (+/- 180 meters Scaled)
 AW4327
 AW4327                          SUPERSEDED SURVEY CONTROL
 AW4327
 AW4327  NGVD 29 (??/??/92)   12.561  (m)           41.21   (f) ADJ UNCH    2 0
 AW4327
 AW4327.Superseded values are not recommended for survey control.
 AW4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4327.See file dsdata.txt to determine how the superseded data were derived.
 AW4327
 AW4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN255186(NAD 83)
 AW4327_MARKER: DB = BENCH MARK DISK
 AW4327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4327_SP_SET: CULVERT
 AW4327_STAMPING: Z 757 1943
 AW4327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4327+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4327
 AW4327  HISTORY     - Date     Condition        Report By
 AW4327  HISTORY     - 1943     MONUMENTED       CGS
 AW4327  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AW4327  HISTORY     - 20041118 GOOD             USPSQD
 AW4327
 AW4327                          STATION DESCRIPTION
 AW4327
 AW4327'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4327'12.3 MI SW FROM WEST COLUMBIA.
 AW4327'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4327'SOUTHWESTERLY 12.3 MILES ALONG STATE HIGHWAY NO. 35 TO A CONCRETE BOX
 AW4327'CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.9 MILES
 AW4327'SOUTHWEST OF THE BRAZORIA-MATAGORDA COUNTY LINE.  IT IS 155.0 FEET
 AW4327'EAST OF THE CENTER OF A Y JUNCTION OF A DIRT ROAD LEADING EASTERLY,
 AW4327'90.0 FEET EAST OF A POWERLINE POLE (R.E.A. NO. 60), 18.0 FEET SOUTH OF
 AW4327'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY AND IS
 AW4327'SET HORIZONTALLY IN THE TOP CENTER OF THE SOUTH HEADWALL OF THE
 AW4327'CONCRETE BOX CULVERT.
 AW4327
 AW4327                          STATION RECOVERY (1998)
 AW4327
 AW4327'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4327'MARK NOT FOUND.
 AW4327
 AW4327                          STATION RECOVERY (2004)
 AW4327
 AW4327'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4327'1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4126 ***********************************************************************
 AW4126  DESIGNATION -  Z 758
 AW4126  PID         -  AW4126
 AW4126  STATE/COUNTY-  TX/BRAZORIA
 AW4126  USGS QUAD   -  BRAZORIA (1952)
 AW4126
 AW4126                         *CURRENT SURVEY CONTROL
 AW4126  ___________________________________________________________________
 AW4126* NAD 83(1986)-  29 04 58.     (N)    095 36 49.     (W)     SCALED    
 AW4126* NAVD 88     -         8.66   (+/-2cm)      28.4    (feet)  VERTCON   
 AW4126  ___________________________________________________________________
 AW4126  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW4126
 AW4126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4126
 AW4126.The horizontal coordinates were scaled from a topographic map and have
 AW4126.an estimated accuracy of +/- 6 seconds.
 AW4126
 AW4126.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4126.The vertical order pertains to the NGVD 29 superseded value.
 AW4126
 AW4126.The geoid height was determined by GEOID03.
 AW4126
 AW4126;                    North         East    Units  Estimated Accuracy
 AW4126;SPC TXSC     - 4,143,240.      929,620.      MT  (+/- 180 meters Scaled)
 AW4126
 AW4126                          SUPERSEDED SURVEY CONTROL
 AW4126
 AW4126  NGVD 29 (??/??/92)    8.68   (m)           28.5    (f) COMPUTED    2 0
 AW4126
 AW4126.Superseded values are not recommended for survey control.
 AW4126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4126.See file dsdata.txt to determine how the superseded data were derived.
 AW4126
 AW4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN455199(NAD 83)
 AW4126_MARKER: DB = BENCH MARK DISK
 AW4126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4126_STAMPING: Z 758 1943
 AW4126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4126+STABILITY: SURFACE MOTION
 AW4126
 AW4126  HISTORY     - Date     Condition        Report By
 AW4126  HISTORY     - 1943     MONUMENTED       CGS
 AW4126  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4126  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4126  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4126
 AW4126                          STATION DESCRIPTION
 AW4126
 AW4126'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4126'3.7 MI NW FROM BRAZORIA.
 AW4126'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BRAZORIA.
 AW4126'PROCEED NORTHWESTERLY 3.7 MILES ALONG STATE HIGHWAY NO. 36 TO SITE OF
 AW4126'BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE SOUTHEAST OF THE
 AW4126'INTERSECTION OF A DIRT ROAD LEADING SOUTH, 49.0 FEET NORTHEAST OF AND
 AW4126'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 27.5 FEET
 AW4126'SOUTH OF THE SOUTHWEST CORNER OF A CHURCH (NEGRO), 13.0 FEET SOUTHEAST
 AW4126'OF A FENCE CORNER, 4.0 FEET NORTHWEST OF A CONCRETE HIGHWAY
 AW4126'RIGHT-OF-WAY MARKER POST AND 3.0 FEET SOUTHEAST OF A 4 BY 4 INCH
 AW4126'WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 0.3 FOOT, AND SET IN A
 AW4126'CONCRETE POST.
 AW4126
 AW4126                          STATION RECOVERY (1973)
 AW4126
 AW4126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4126'MARK NOT FOUND.
 AW4126
 AW4126                          STATION RECOVERY (1989)
 AW4126
 AW4126'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4126'MARK NOT FOUND.
 AW4126
 AW4126                          STATION RECOVERY (1994)
 AW4126
 AW4126'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4157 ***********************************************************************
 AW4157  DESIGNATION -  Z 759
 AW4157  PID         -  AW4157
 AW4157  STATE/COUNTY-  TX/BRAZORIA
 AW4157  USGS QUAD   -  DAMON (1980)
 AW4157
 AW4157                         *CURRENT SURVEY CONTROL
 AW4157  ___________________________________________________________________
 AW4157* NAD 83(1986)-  29 16 02.     (N)    095 43 05.     (W)     SCALED    
 AW4157* NAVD 88     -        20.18   (+/-2cm)      66.2    (feet)  VERTCON   
 AW4157  ___________________________________________________________________
 AW4157  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW4157
 AW4157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4157
 AW4157.The horizontal coordinates were scaled from a topographic map and have
 AW4157.an estimated accuracy of +/- 6 seconds.
 AW4157
 AW4157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4157.The vertical order pertains to the NGVD 29 superseded value.
 AW4157
 AW4157.The geoid height was determined by GEOID03.
 AW4157
 AW4157;                    North         East    Units  Estimated Accuracy
 AW4157;SPC TXSC     - 4,163,390.      918,880.      MT  (+/- 180 meters Scaled)
 AW4157
 AW4157                          SUPERSEDED SURVEY CONTROL
 AW4157
 AW4157  NGVD 29 (??/??/92)   20.180  (m)           66.21   (f) ADJ UNCH    2 0
 AW4157
 AW4157.Superseded values are not recommended for survey control.
 AW4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4157.See file dsdata.txt to determine how the superseded data were derived.
 AW4157
 AW4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN358406(NAD 83)
 AW4157_MARKER: DB = BENCH MARK DISK
 AW4157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4157_SP_SET: CULVERT
 AW4157_STAMPING: Z 759 1943
 AW4157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4157
 AW4157  HISTORY     - Date     Condition        Report By
 AW4157  HISTORY     - 1943     MONUMENTED       CGS
 AW4157  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4157  HISTORY     - 1988     GOOD             USPSQD
 AW4157  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4157  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4157
 AW4157                          STATION DESCRIPTION
 AW4157
 AW4157'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4157'2.3 MI SE FROM DAMON.
 AW4157'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHEASTERLY 2.3
 AW4157'MILES ALONG STATE HIGHWAY NO. 36 TO A CONCRETE BOX CULVERT AND SITE OF
 AW4157'BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE SOUTHEAST OF THE
 AW4157'INTERSECTION OF A DIRT ROAD LEADING EAST, 18.0 FEET SOUTHWEST OF AND
 AW4157'ABOUT 0.8 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY AND IS SET
 AW4157'HORIZONTALLY IN THE TOP SOUTHEAST END OF THE SOUTHWEST HEADWALL OF THE
 AW4157'CONCRETE BOX CULVERT.
 AW4157
 AW4157                          STATION RECOVERY (1973)
 AW4157
 AW4157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4157'MARK NOT FOUND.
 AW4157
 AW4157                          STATION RECOVERY (1988)
 AW4157
 AW4157'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4157'RECOVERED IN GOOD CONDITION.
 AW4157
 AW4157                          STATION RECOVERY (1989)
 AW4157
 AW4157'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4157'MARK NOT FOUND.
 AW4157
 AW4157                          STATION RECOVERY (1994)
 AW4157
 AW4157'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0366 ***********************************************************************
 BN0366  DESIGNATION -  Z 76
 BN0366  PID         -  BN0366
 BN0366  STATE/COUNTY-  TX/MENARD
 BN0366  USGS QUAD   -  MENARD (1987)
 BN0366
 BN0366                         *CURRENT SURVEY CONTROL
 BN0366  ___________________________________________________________________
 BN0366* NAD 83(1986)-  30 55 27.     (N)    099 47 02.     (W)     SCALED    
 BN0366* NAVD 88     -       573.561  (meters)    1881.76   (feet)  POSTED    
 BN0366  ___________________________________________________________________
 BN0366  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 BN0366  DYNAMIC HT  -         572.760 (meters)    1879.13  (feet)  COMP
 BN0366  MODELED GRAV-     979,223.3   (mgal)                       NAVD 88
 BN0366
 BN0366  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0366
 BN0366.The horizontal coordinates were scaled from a topographic map and have
 BN0366.an estimated accuracy of +/- 6 seconds.
 BN0366
 BN0366.The orthometric height was determined by differential leveling
 BN0366.and adjusted by the National Geodetic Survey in 1992..
 BN0366.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0366.rate of 0.0 thru 1.0 mm/km.
 BN0366
 BN0366.The geoid height was determined by GEOID03.
 BN0366
 BN0366.The dynamic height is computed by dividing the NAVD 88
 BN0366.geopotential number by the normal gravity value computed on the
 BN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0366.degrees latitude (g = 980.6199 gals.).
 BN0366
 BN0366.The modeled gravity was interpolated from observed gravity values.
 BN0366
 BN0366;                    North         East    Units  Estimated Accuracy
 BN0366;SPC TX C     - 3,139,530.      752,510.      MT  (+/- 180 meters Scaled)
 BN0366
 BN0366                          SUPERSEDED SURVEY CONTROL
 BN0366
 BN0366  NGVD 29 (??/??/92)  573.487  (m)         1881.52   (f) ADJ UNCH    1 2
 BN0366
 BN0366.Superseded values are not recommended for survey control.
 BN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0366.See file dsdata.txt to determine how the superseded data were derived.
 BN0366
 BN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV251214(NAD 83)
 BN0366_MARKER: DB = BENCH MARK DISK
 BN0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0366_STAMPING: 1881.515 Z 76 1931
 BN0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0366+STABILITY: SURFACE MOTION
 BN0366
 BN0366  HISTORY     - Date     Condition        Report By
 BN0366  HISTORY     - 1931     MONUMENTED       CGS
 BN0366  HISTORY     - 1970     MARK NOT FOUND   USGS
 BN0366  HISTORY     - 1981     MARK NOT FOUND   NGS
 BN0366  HISTORY     - 19951104 MARK NOT FOUND   USPSQD
 BN0366
 BN0366                          STATION DESCRIPTION
 BN0366
 BN0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0366'IN MENARD.
 BN0366'AT MENARD, MENARD COUNTY, 150 FEET SOUTHEAST OF THE OLD FORT WORTH AND
 BN0366'RIO GRANDE RAILWAY STATION, 200 FEET SOUTH OF THE TRACK, BEHIND THREE
 BN0366'OIL TANKS, AND 75 FEET WEST OF U.S. HIGHWAY 83.  A STANDARD DISK,
 BN0366'STAMPED 1881.515 Z 76 1931 AND SET IN THE TOP OF A CONCRETE POST
 BN0366'PROJECTING 2 INCHES ABOVE GROUND.
 BN0366
 BN0366                          STATION RECOVERY (1970)
 BN0366
 BN0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BN0366'MARK NOT FOUND.
 BN0366
 BN0366                          STATION RECOVERY (1981)
 BN0366
 BN0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0366'MARK NOT FOUND.
 BN0366
 BN0366                          STATION RECOVERY (1995)
 BN0366
 BN0366'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0161 ***********************************************************************
 AW0161  DESIGNATION -  Z 760
 AW0161  PID         -  AW0161
 AW0161  STATE/COUNTY-  TX/BRAZORIA
 AW0161  USGS QUAD   -  PEARLAND (1995)
 AW0161
 AW0161                         *CURRENT SURVEY CONTROL
 AW0161  ___________________________________________________________________
 AW0161* NAD 83(1986)-  29 31 59.     (N)    095 16 42.     (W)     SCALED    
 AW0161* NAVD 88     -        15.58   (+/-2cm)      51.1    (feet)  VERTCON   
 AW0161  ___________________________________________________________________
 AW0161  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW0161
 AW0161  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0161
 AW0161.The horizontal coordinates were scaled from a topographic map and have
 AW0161.an estimated accuracy of +/- 6 seconds.
 AW0161
 AW0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0161.The vertical order pertains to the NGVD 29 superseded value.
 AW0161
 AW0161.The geoid height was determined by GEOID03.
 AW0161
 AW0161;                    North         East    Units  Estimated Accuracy
 AW0161;SPC TXSC     - 4,194,110.      960,650.      MT  (+/- 180 meters Scaled)
 AW0161
 AW0161                          SUPERSEDED SURVEY CONTROL
 AW0161
 AW0161  NGVD 29 (??/??/92)   15.577  (m)           51.11   (f) ADJ UNCH    1 1
 AW0161
 AW0161.Superseded values are not recommended for survey control.
 AW0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0161.See file dsdata.txt to determine how the superseded data were derived.
 AW0161
 AW0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN792692(NAD 83)
 AW0161_MARKER: DB = BENCH MARK DISK
 AW0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0161_SP_SET: FOUNDATION
 AW0161_STAMPING: Z 760 1942
 AW0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0161
 AW0161  HISTORY     - Date     Condition        Report By
 AW0161  HISTORY     - 1942     MONUMENTED       CGS
 AW0161  HISTORY     - 1973     GOOD             NGS
 AW0161  HISTORY     - 1978     GOOD             NGS
 AW0161  HISTORY     - 1978     GOOD             NGS
 AW0161  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0161  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0161  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0161
 AW0161                          STATION DESCRIPTION
 AW0161
 AW0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0161'2.2 MI S FROM PEARLAND.
 AW0161'2.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0161'THE STATION AT PEARLAND, 5 1/2 POLES SOUTH OF MILE POST NO. 8, SET IN
 AW0161'THE TOP OF THE WEST EDGE OF A CONCRETE FOUNDATION FOR SEMAPHORE NO.
 AW0161'17A, 10.0 FEET WEST OF THE WEST RAIL, 2.5 FEET ABOVE THE GROUND, AND
 AW0161'ABOUT LEVEL WITH THE TRACK.
 AW0161
 AW0161                          STATION RECOVERY (1978)
 AW0161
 AW0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0161'RECOVERED IN GOOD CONDITION.
 AW0161
 AW0161                          STATION RECOVERY (1978)
 AW0161
 AW0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0161'RECOVERED IN GOOD CONDITION.
 AW0161
 AW0161                          STATION RECOVERY (1986)
 AW0161
 AW0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0161'THERE IS A NEW SIGNAL AT THIS LOCATION.
 AW0161
 AW0161                          STATION RECOVERY (1987)
 AW0161
 AW0161'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0161'MARK NOT FOUND.
 AW0161
 AW0161                          STATION RECOVERY (1990)
 AW0161
 AW0161'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0066 ***********************************************************************
 AN0066  DESIGNATION -  Z 761
 AN0066  PID         -  AN0066
 AN0066  STATE/COUNTY-  TX/MATAGORDA
 AN0066  USGS QUAD   -  MARKHAM (1995)
 AN0066
 AN0066                         *CURRENT SURVEY CONTROL
 AN0066  ___________________________________________________________________
 AN0066* NAD 83(1986)-  28 55 09.     (N)    096 00 16.     (W)     SCALED    
 AN0066* NAVD 88     -        12.76   (+/-2cm)      41.9    (feet)  VERTCON   
 AN0066  ___________________________________________________________________
 AN0066  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN0066
 AN0066  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0066
 AN0066.The horizontal coordinates were scaled from a topographic map and have
 AN0066.an estimated accuracy of +/- 6 seconds.
 AN0066
 AN0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0066.The vertical order pertains to the NGVD 29 superseded value.
 AN0066
 AN0066.The geoid height was determined by GEOID03.
 AN0066
 AN0066;                    North         East    Units  Estimated Accuracy
 AN0066;SPC TXSC     - 4,124,080.      892,050.      MT  (+/- 180 meters Scaled)
 AN0066
 AN0066                          SUPERSEDED SURVEY CONTROL
 AN0066
 AN0066  NGVD 29 (??/??/92)   12.789  (m)           41.96   (f) ADJ UNCH    1 1
 AN0066
 AN0066.Superseded values are not recommended for survey control.
 AN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0066.See file dsdata.txt to determine how the superseded data were derived.
 AN0066
 AN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT920027(NAD 83)
 AN0066_MARKER: DB = BENCH MARK DISK
 AN0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0066_STAMPING: Z 761 1943
 AN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0066+STABILITY: SURFACE MOTION
 AN0066
 AN0066  HISTORY     - Date     Condition        Report By
 AN0066  HISTORY     - 1943     MONUMENTED       CGS
 AN0066  HISTORY     - 1972     GOOD             NGS
 AN0066  HISTORY     - 1978     GOOD             NGS
 AN0066
 AN0066                          STATION DESCRIPTION
 AN0066
 AN0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0066'5.0 MI SW FROM BAY CITY.
 AN0066'5.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0066'STATION AT BAY CITY, 2 1/2 POLES NORTH OF THE CROSSING OF A PRIVATE
 AN0066'ROAD, 2 POLES SOUTH AND ACROSS THE TRACK FROM MILEPOLE 279, 62.9 FEET
 AN0066'EAST OF THE EAST RAIL, 109 FEET EAST OF THE SECOND POLE SOUTH OF THE
 AN0066'MILEPOLE, 14 FEET EAST OF A T JUNCTION FENCE POST, 31 FEET NORTHWEST
 AN0066'OF THE CENTER LINE OF A DIRT ROAD, 2.1 FEET SOUTH OF A FENCE, 1.0 FOOT
 AN0066'EAST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK, AND SET IN
 AN0066'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 AN0066
 AN0066                          STATION RECOVERY (1978)
 AN0066
 AN0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0534 ***********************************************************************
 AN0534  DESIGNATION -  Z 762
 AN0534  PID         -  AN0534
 AN0534  STATE/COUNTY-  TX/JACKSON
 AN0534  USGS QUAD   -  LOLITA (1995)
 AN0534
 AN0534                         *CURRENT SURVEY CONTROL
 AN0534  ___________________________________________________________________
 AN0534* NAD 83(1986)-  28 50 33.     (N)    096 32 00.     (W)     SCALED    
 AN0534* NAVD 88     -        10.76   (+/-2cm)      35.3    (feet)  VERTCON   
 AN0534  ___________________________________________________________________
 AN0534  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN0534
 AN0534  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0534
 AN0534.The horizontal coordinates were scaled from a topographic map and have
 AN0534.an estimated accuracy of +/- 6 seconds.
 AN0534
 AN0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0534.The vertical order pertains to the NGVD 29 superseded value.
 AN0534
 AN0534.The geoid height was determined by GEOID03.
 AN0534
 AN0534;                    North         East    Units  Estimated Accuracy
 AN0534;SPC TXSC     - 4,114,380.      840,670.      MT  (+/- 180 meters Scaled)
 AN0534
 AN0534                          SUPERSEDED SURVEY CONTROL
 AN0534
 AN0534  NGVD 29 (??/??/92)   10.846  (m)           35.58   (f) ADJ UNCH    1 1
 AN0534
 AN0534.Superseded values are not recommended for survey control.
 AN0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0534.See file dsdata.txt to determine how the superseded data were derived.
 AN0534
 AN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS406930(NAD 83)
 AN0534_MARKER: DB = BENCH MARK DISK
 AN0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0534_STAMPING: Z 762 1943
 AN0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0534+STABILITY: SURFACE MOTION
 AN0534
 AN0534  HISTORY     - Date     Condition        Report By
 AN0534  HISTORY     - 1943     MONUMENTED       CGS
 AN0534  HISTORY     - 1972     GOOD             NGS
 AN0534  HISTORY     - 1973     GOOD             NGS
 AN0534  HISTORY     - 1978     GOOD             NGS
 AN0534  HISTORY     - 1990     GOOD             USPSQD
 AN0534
 AN0534                          STATION DESCRIPTION
 AN0534
 AN0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0534'0.55 MI E FROM LOLITA.
 AN0534'ABOUT 0.55 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0534'CROSSING OF FARM-TO-MARKET ROADS 616 AND 1593 AT LOLITA, 0.2 MILE EAST
 AN0534'OF A RAILROAD TRESTLE, 42 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 AN0534'TRACK, 29 FEET SOUTH OF THE CENTER LINE OF FARM-TO-MARKET ROAD 616,
 AN0534'36.8 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BATTERY BOX, 1
 AN0534'1/2 FEET NORTH OF THE 15TH TELEPHONE POLE EAST OF MILEPOST 245, 1.4
 AN0534'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 1.2 FEET BELOW THE LEVEL
 AN0534'OF THE ROAD, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 AN0534'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 AN0534
 AN0534                          STATION RECOVERY (1973)
 AN0534
 AN0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0534'RECOVERED IN GOOD CONDITION.
 AN0534
 AN0534                          STATION RECOVERY (1978)
 AN0534
 AN0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0534'RECOVERED IN GOOD CONDITION.
 AN0534
 AN0534                          STATION RECOVERY (1990)
 AN0534
 AN0534'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0944 ***********************************************************************
 AJ0944  DESIGNATION -  Z 763
 AJ0944  PID         -  AJ0944
 AJ0944  STATE/COUNTY-  TX/ZAPATA
 AJ0944  USGS QUAD   -  CHARGOS CREEK (1980)
 AJ0944
 AJ0944                         *CURRENT SURVEY CONTROL
 AJ0944  ___________________________________________________________________
 AJ0944* NAD 83(1986)-  27 08 44.     (N)    099 04 00.     (W)     SCALED    
 AJ0944* NAVD 88     -       139.739  (meters)     458.46   (feet)  ADJUSTED  
 AJ0944  ___________________________________________________________________
 AJ0944  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AJ0944  DYNAMIC HT  -         139.513 (meters)     457.72  (feet)  COMP
 AJ0944  MODELED GRAV-     979,030.2   (mgal)                       NAVD 88
 AJ0944
 AJ0944  VERT ORDER  -  SECOND    CLASS 0
 AJ0944
 AJ0944.The horizontal coordinates were scaled from a topographic map and have
 AJ0944.an estimated accuracy of +/- 6 seconds.
 AJ0944
 AJ0944.The orthometric height was determined by differential leveling
 AJ0944.and adjusted by the National Geodetic Survey in June 1991..
 AJ0944
 AJ0944.The geoid height was determined by GEOID03.
 AJ0944
 AJ0944.The dynamic height is computed by dividing the NAVD 88
 AJ0944.geopotential number by the normal gravity value computed on the
 AJ0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0944.degrees latitude (g = 980.6199 gals.).
 AJ0944
 AJ0944.The modeled gravity was interpolated from observed gravity values.
 AJ0944
 AJ0944;                    North         East    Units  Estimated Accuracy
 AJ0944;SPC TX S     - 5,163,980.      243,830.      MT  (+/- 180 meters Scaled)
 AJ0944
 AJ0944                          SUPERSEDED SURVEY CONTROL
 AJ0944
 AJ0944  NGVD 29 (??/??/92)  139.774  (m)          458.58   (f) ADJ UNCH    2 0
 AJ0944
 AJ0944.Superseded values are not recommended for survey control.
 AJ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0944.See file dsdata.txt to determine how the superseded data were derived.
 AJ0944
 AJ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR933025(NAD 83)
 AJ0944_MARKER: DB = BENCH MARK DISK
 AJ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0944_STAMPING: Z 763 1943
 AJ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0944+STABILITY: SURFACE MOTION
 AJ0944
 AJ0944  HISTORY     - Date     Condition        Report By
 AJ0944  HISTORY     - 1943     MONUMENTED       CGS
 AJ0944
 AJ0944                          STATION DESCRIPTION
 AJ0944
 AJ0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0944'23.6 MI S FROM AGUILARES.
 AJ0944'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0944'AGUILARES-- PROCEED 23.6 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0944'OF BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE NORTHWEST OF A CATTLE
 AJ0944'GUARD AND A CURVE, AND 15.0 FEET SOUTHWEST OF AND ABOUT 0.5 FOOT ABOVE
 AJ0944'THE CENTERLINE OF ROAD.  IT IS 6.0 FEET WEST OF TELEPHONE POLE NO. 12,
 AJ0944'AND 3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AJ0944'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0964 ***********************************************************************
 AJ0964  DESIGNATION -  Z 764
 AJ0964  PID         -  AJ0964
 AJ0964  STATE/COUNTY-  TX/ZAPATA
 AJ0964  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0964
 AJ0964                         *CURRENT SURVEY CONTROL
 AJ0964  ___________________________________________________________________
 AJ0964* NAD 83(1986)-  27 15 37.     (N)    099 22 31.     (W)     SCALED    
 AJ0964* NAVD 88     -       106.379  (meters)     349.01   (feet)  ADJUSTED  
 AJ0964  ___________________________________________________________________
 AJ0964  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AJ0964  DYNAMIC HT  -         106.209 (meters)     348.45  (feet)  COMP
 AJ0964  MODELED GRAV-     979,045.7   (mgal)                       NAVD 88
 AJ0964
 AJ0964  VERT ORDER  -  SECOND    CLASS 0
 AJ0964
 AJ0964.The horizontal coordinates were scaled from a topographic map and have
 AJ0964.an estimated accuracy of +/- 6 seconds.
 AJ0964
 AJ0964.The orthometric height was determined by differential leveling
 AJ0964.and adjusted by the National Geodetic Survey in June 1991..
 AJ0964
 AJ0964.The geoid height was determined by GEOID03.
 AJ0964
 AJ0964.The dynamic height is computed by dividing the NAVD 88
 AJ0964.geopotential number by the normal gravity value computed on the
 AJ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0964.degrees latitude (g = 980.6199 gals.).
 AJ0964
 AJ0964.The modeled gravity was interpolated from observed gravity values.
 AJ0964
 AJ0964;                    North         East    Units  Estimated Accuracy
 AJ0964;SPC TX S     - 5,176,860.      213,330.      MT  (+/- 180 meters Scaled)
 AJ0964
 AJ0964                          SUPERSEDED SURVEY CONTROL
 AJ0964
 AJ0964  NGVD 29 (??/??/92)  106.465  (m)          349.29   (f) ADJ UNCH    2 0
 AJ0964
 AJ0964.Superseded values are not recommended for survey control.
 AJ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0964.See file dsdata.txt to determine how the superseded data were derived.
 AJ0964
 AJ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR628153(NAD 83)
 AJ0964_MARKER: DB = BENCH MARK DISK
 AJ0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0964_STAMPING: Z 764 1943
 AJ0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0964+STABILITY: SURFACE MOTION
 AJ0964
 AJ0964  HISTORY     - Date     Condition        Report By
 AJ0964  HISTORY     - 1943     MONUMENTED       CGS
 AJ0964  HISTORY     - 1977     GOOD             USGS
 AJ0964
 AJ0964                          STATION DESCRIPTION
 AJ0964
 AJ0964'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0964'15.4 MI N FROM SAN YGNACIO.
 AJ0964'SAN YGNACIO CATHOLIC CHURCH, 15.4 MI. NORTH FROM, ALONG U.S. HWY. 83,
 AJ0964'THENCE 1.25 MI. EAST ALONG A DIRT RD., THENCE 1.4 MI. EASTERLY ALONG A
 AJ0964'DIRT RD. FROM A RD. FORK, THENCE 0.4 MI. SE. ALONG DIRT RD. FROM A RD.
 AJ0964'FORK, THENCE ABOUT 125 FT SOUTH ALONG A FENCE, THENCE ABOUT 200 FT
 AJ0964'WEST ALONG THE FENCE FROM A FENCE COR. THENCE ABOUT 225 FT SOUTH OF
 AJ0964'THE FENCE.  A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 AJ0964'PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1003 ***********************************************************************
 AX1003  DESIGNATION -  Z 765
 AX1003  PID         -  AX1003
 AX1003  STATE/COUNTY-  TX/FAYETTE
 AX1003  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1003
 AX1003                         *CURRENT SURVEY CONTROL
 AX1003  ___________________________________________________________________
 AX1003* NAD 83(1986)-  29 54 41.     (N)    096 51 57.     (W)     SCALED    
 AX1003* NAVD 88     -        90.85   (+/-2cm)     298.1    (feet)  VERTCON   
 AX1003  ___________________________________________________________________
 AX1003  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX1003
 AX1003  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX1003
 AX1003.The horizontal coordinates were scaled from a topographic map and have
 AX1003.an estimated accuracy of +/- 6 seconds.
 AX1003
 AX1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1003.The vertical order pertains to the NGVD 29 superseded value.
 AX1003
 AX1003.The geoid height was determined by GEOID03.
 AX1003
 AX1003;                    North         East    Units  Estimated Accuracy
 AX1003;SPC TXSC     - 4,232,190.      806,070.      MT  (+/- 180 meters Scaled)
 AX1003
 AX1003                          SUPERSEDED SURVEY CONTROL
 AX1003
 AX1003  NGVD 29 (??/??/92)   90.80   (m)          297.9    (f) COMPUTED    1 1
 AX1003
 AX1003.Superseded values are not recommended for survey control.
 AX1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1003.See file dsdata.txt to determine how the superseded data were derived.
 AX1003
 AX1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU060108(NAD 83)
 AX1003_MARKER: DB = BENCH MARK DISK
 AX1003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1003_SP_SET: FOUNDATION
 AX1003_STAMPING: Z 765 1943
 AX1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1003
 AX1003  HISTORY     - Date     Condition        Report By
 AX1003  HISTORY     - 1943     MONUMENTED       CGS
 AX1003  HISTORY     - 1972     GOOD             NGS
 AX1003  HISTORY     - 1973     MARK NOT FOUND   NGS
 AX1003  HISTORY     - 1978     MARK NOT FOUND   NGS
 AX1003  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1003  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1003
 AX1003                          STATION DESCRIPTION
 AX1003
 AX1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1003'0.8 MI NE FROM LA GRANGE.
 AX1003'ABOUT 0.8 MILE NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX1003'THE STATION AT LA GRANGE, AT THE CROSSING OF THE RAILROAD AND STATE
 AX1003'HIGHWAY 71, SET IN THE TOP OF THE NORTHEAST SIDE OF THE CONCRETE
 AX1003'FOUNDATION  FOR A RAILROAD CROSSING WARNING SIGNAL, 19 FEET SOUTHEAST
 AX1003'OF THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET SOUTH OF THE SOUTH RAIL
 AX1003'OF THE MAIN TRACK, ABOUT LEVEL WITH THE TRACKS, AND ABOUT 1/2 FOOT
 AX1003'ABOVE THE LEVEL OF THE HIGHWAY.
 AX1003
 AX1003                          STATION RECOVERY (1973)
 AX1003
 AX1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AX1003'MARK NOT FOUND.
 AX1003
 AX1003                          STATION RECOVERY (1978)
 AX1003
 AX1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1003'NOT RECOVERED.  NOTE=BENCH MARK WAS TO BE DESTROYED IN 1972.
 AX1003
 AX1003                          STATION RECOVERY (1987)
 AX1003
 AX1003'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX1003'MARK NOT FOUND.
 AX1003
 AX1003                          STATION RECOVERY (1997)
 AX1003
 AX1003'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0012 ***********************************************************************
 AX0012  DESIGNATION -  Z 767
 AX0012  PID         -  AX0012
 AX0012  STATE/COUNTY-  TX/AUSTIN
 AX0012  USGS QUAD   -  SAN FELIPE (1980)
 AX0012
 AX0012                         *CURRENT SURVEY CONTROL
 AX0012  ___________________________________________________________________
 AX0012* NAD 83(1986)-  29 46 44.     (N)    096 06 51.     (W)     SCALED    
 AX0012* NAVD 88     -        46.722  (meters)     153.29   (feet)  ADJUSTED  
 AX0012  ___________________________________________________________________
 AX0012  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0012  DYNAMIC HT  -          46.658 (meters)     153.08  (feet)  COMP
 AX0012  MODELED GRAV-     979,272.4   (mgal)                       NAVD 88
 AX0012
 AX0012  VERT ORDER  -  FIRST     CLASS I
 AX0012
 AX0012.The horizontal coordinates were scaled from a topographic map and have
 AX0012.an estimated accuracy of +/- 6 seconds.
 AX0012
 AX0012.The orthometric height was determined by differential leveling
 AX0012.and adjusted by the National Geodetic Survey in June 1991..
 AX0012
 AX0012.The geoid height was determined by GEOID03.
 AX0012
 AX0012.The dynamic height is computed by dividing the NAVD 88
 AX0012.geopotential number by the normal gravity value computed on the
 AX0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0012.degrees latitude (g = 980.6199 gals.).
 AX0012
 AX0012.The modeled gravity was interpolated from observed gravity values.
 AX0012
 AX0012;                    North         East    Units  Estimated Accuracy
 AX0012;SPC TXSC     - 4,219,060.      879,000.      MT  (+/- 180 meters Scaled)
 AX0012
 AX0012                          SUPERSEDED SURVEY CONTROL
 AX0012
 AX0012  NGVD 29 (12/23/87)   46.700  (m)          153.21   (f) ADJUSTED    1 1
 AX0012
 AX0012.Superseded values are not recommended for survey control.
 AX0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0012.See file dsdata.txt to determine how the superseded data were derived.
 AX0012
 AX0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT790977(NAD 83)
 AX0012_MARKER: DB = BENCH MARK DISK
 AX0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0012_SP_SET: CONCRETE POST
 AX0012_STAMPING: Z 767 1943
 AX0012_MARK LOGO: CGS   
 AX0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0012+STABILITY: SURFACE MOTION
 AX0012
 AX0012  HISTORY     - Date     Condition        Report By
 AX0012  HISTORY     - 1943     MONUMENTED       CGS
 AX0012  HISTORY     - 1973     GOOD             NGS
 AX0012  HISTORY     - 1976     GOOD             NGS
 AX0012  HISTORY     - 1976     GOOD             NGS
 AX0012  HISTORY     - 1978     GOOD             NGS
 AX0012  HISTORY     - 1986     GOOD             NGS
 AX0012  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0012
 AX0012                          STATION DESCRIPTION
 AX0012
 AX0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0012'2.65 MI E FROM SEALY.
 AX0012'ABOUT 2.65 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0012'THE CROSSING OF STATE HIGHWAY 36 AT SEALY, ABOUT 0.3 FOOT WEST OF THE
 AX0012'ROAD CROSSING OF FARM ROAD 1458, 47 FEET SOUTH OF THE SOUTH RAIL, 2
 AX0012'FEET NORTH OF A FENCE, 3.8 FEET EAST OF A FENCE CORNER POST, 0.8 FOOT
 AX0012'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AX0012'TRACKS, AND IS A DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AX0012'GROUND.
 AX0012
 AX0012                          STATION RECOVERY (1976)
 AX0012
 AX0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0012'RECOVERED IN GOOD CONDITION.
 AX0012
 AX0012                          STATION RECOVERY (1976)
 AX0012
 AX0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0012'RECOVERED IN GOOD CONDITION.
 AX0012
 AX0012                          STATION RECOVERY (1978)
 AX0012
 AX0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0012'ADD=9 1/2 RAILS WEST OF MILE POST 1038.
 AX0012
 AX0012                          STATION RECOVERY (1986)
 AX0012
 AX0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0012'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0012'ADD--ABOUT 42 RAILS WEST OF THE JUNCTION OF FM ROAD 1458.
 AX0012
 AX0012                          STATION RECOVERY (1999)
 AX0012
 AX0012'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0054 ***********************************************************************
 AX0054  DESIGNATION -  Z 768
 AX0054  PID         -  AX0054
 AX0054  STATE/COUNTY-  TX/AUSTIN
 AX0054  USGS QUAD   -  SEALY (1981)
 AX0054
 AX0054                         *CURRENT SURVEY CONTROL
 AX0054  ___________________________________________________________________
 AX0054* NAD 83(1986)-  29 45 59.     (N)    096 09 04.     (W)     SCALED    
 AX0054* NAVD 88     -        54.176  (meters)     177.74   (feet)  ADJUSTED  
 AX0054  ___________________________________________________________________
 AX0054  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0054  DYNAMIC HT  -          54.102 (meters)     177.50  (feet)  COMP
 AX0054  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 AX0054
 AX0054  VERT ORDER  -  FIRST     CLASS I
 AX0054
 AX0054.The horizontal coordinates were scaled from a topographic map and have
 AX0054.an estimated accuracy of +/- 6 seconds.
 AX0054
 AX0054.The orthometric height was determined by differential leveling
 AX0054.and adjusted by the National Geodetic Survey in June 1991..
 AX0054
 AX0054.The geoid height was determined by GEOID03.
 AX0054
 AX0054.The dynamic height is computed by dividing the NAVD 88
 AX0054.geopotential number by the normal gravity value computed on the
 AX0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0054.degrees latitude (g = 980.6199 gals.).
 AX0054
 AX0054.The modeled gravity was interpolated from observed gravity values.
 AX0054
 AX0054;                    North         East    Units  Estimated Accuracy
 AX0054;SPC TXSC     - 4,217,590.      875,460.      MT  (+/- 180 meters Scaled)
 AX0054
 AX0054                          SUPERSEDED SURVEY CONTROL
 AX0054
 AX0054  NGVD 29 (12/23/87)   54.154  (m)          177.67   (f) ADJUSTED    1 1
 AX0054
 AX0054.Superseded values are not recommended for survey control.
 AX0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0054.See file dsdata.txt to determine how the superseded data were derived.
 AX0054
 AX0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT754963(NAD 83)
 AX0054_MARKER: DB = BENCH MARK DISK
 AX0054_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AX0054+WITH SETTING: PAVEMENT
 AX0054_SP_SET: RAILROAD SEMAPHORE BASE
 AX0054_STAMPING: Z 768 1943
 AX0054_MARK LOGO: CGS   
 AX0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0054+STABILITY: SURFACE MOTION
 AX0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0054+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 AX0054
 AX0054  HISTORY     - Date     Condition        Report By
 AX0054  HISTORY     - 1943     MONUMENTED       CGS
 AX0054  HISTORY     - 1978     GOOD             NGS
 AX0054  HISTORY     - 1986     GOOD             NGS
 AX0054  HISTORY     - 19910607 GOOD             USPSQD
 AX0054  HISTORY     - 19991024 GOOD             USPSQD
 AX0054  HISTORY     - 20020525 GOOD             USPSQD
 AX0054
 AX0054                          STATION DESCRIPTION
 AX0054
 AX0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0054'1.2 MI S FROM SEALY.
 AX0054'ABOUT 1.2 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AX0054'FROM THE STATION AT SEALY, AUSTIN COUNTY, ABOUT 0.4 MILE NORTH OF MILE
 AX0054'POLE 93, ABOUT 100 FEET SOUTH OF WOODEN CULVERT 93 A, AT SIGNAL TOWER
 AX0054'931, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE, 20 FEET
 AX0054'WEST OF THE WEST RAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE TRACK. A
 AX0054'STANDARD DISK.  STAMPED Z 768 1943.
 AX0054
 AX0054                          STATION RECOVERY (1978)
 AX0054
 AX0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0054'RECOVERED IN GOOD CONDITION.
 AX0054
 AX0054                          STATION RECOVERY (1986)
 AX0054
 AX0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0054'RECOVERED IN GOOD CONDITION.  THE 1943 DESCRIPTION IS ADEQUATE EXCEPT
 AX0054'ADD--ALSO 0.40 KM (0.25 MI) EAST ALONG A PAVED STREET FROM THE POST
 AX0054'OFFICE IN SEALY, THENCE 1.8 KM (1.1 MI) SOUTH-SOUTHEAST ALONG AN
 AX0054'ASPHALT ROAD WHICH PARALLELS THE ATCHISON TOPEKA AND SANTA FE
 AX0054'RAILROAD.
 AX0054
 AX0054                          STATION RECOVERY (1991)
 AX0054
 AX0054'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0054'RECOVERED IN GOOD CONDITION.
 AX0054
 AX0054                          STATION RECOVERY (1999)
 AX0054
 AX0054'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0054'RECOVERED IN GOOD CONDITION.
 AX0054
 AX0054                          STATION RECOVERY (2002)
 AX0054
 AX0054'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX0054'MARKER IS SE OF INTERSECTION OF JASON ST AND W FRONT ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0324 ***********************************************************************
 BN0324  DESIGNATION -  Z 77
 BN0324  PID         -  BN0324
 BN0324  STATE/COUNTY-  TX/EDWARDS
 BN0324  USGS QUAD   -  TELEGRAPH (1974)
 BN0324
 BN0324                         *CURRENT SURVEY CONTROL
 BN0324  ___________________________________________________________________
 BN0324* NAD 83(1986)-  30 16 47.     (N)    099 54 39.     (W)     SCALED    
 BN0324* NAVD 88     -       569.536  (meters)    1868.55   (feet)  ADJUSTED  
 BN0324  ___________________________________________________________________
 BN0324  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BN0324  DYNAMIC HT  -         568.702 (meters)    1865.82  (feet)  COMP
 BN0324  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 BN0324
 BN0324  VERT ORDER  -  FIRST     CLASS II
 BN0324
 BN0324.The horizontal coordinates were scaled from a topographic map and have
 BN0324.an estimated accuracy of +/- 6 seconds.
 BN0324
 BN0324.The orthometric height was determined by differential leveling
 BN0324.and adjusted by the National Geodetic Survey in June 1991..
 BN0324
 BN0324.The geoid height was determined by GEOID03.
 BN0324
 BN0324.The dynamic height is computed by dividing the NAVD 88
 BN0324.geopotential number by the normal gravity value computed on the
 BN0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0324.degrees latitude (g = 980.6199 gals.).
 BN0324
 BN0324.The modeled gravity was interpolated from observed gravity values.
 BN0324
 BN0324;                    North         East    Units  Estimated Accuracy
 BN0324;SPC TXSC     - 4,271,480.      512,370.      MT  (+/- 180 meters Scaled)
 BN0324
 BN0324                          SUPERSEDED SURVEY CONTROL
 BN0324
 BN0324  NGVD 29 (??/??/92)  569.495  (m)         1868.42   (f) ADJ UNCH    1 2
 BN0324
 BN0324.Superseded values are not recommended for survey control.
 BN0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0324.See file dsdata.txt to determine how the superseded data were derived.
 BN0324
 BN0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU123501(NAD 83)
 BN0324_MARKER: DB = BENCH MARK DISK
 BN0324_SETTING: 66 = SET IN ROCK OUTCROP
 BN0324_SP_SET: ROCK OUTCROP
 BN0324_STAMPING: 1868.418 Z 77 1931
 BN0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0324+STABILITY: POSITION/ELEVATION WELL
 BN0324
 BN0324  HISTORY     - Date     Condition        Report By
 BN0324  HISTORY     - 1931     MONUMENTED       CGS
 BN0324  HISTORY     - 1974     GOOD             USGS
 BN0324
 BN0324                          STATION DESCRIPTION
 BN0324
 BN0324'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 BN0324'3.5 MI S FROM TELEGRAPH.
 BN0324'TELEGRAPH, 4.85 MI. S. ON U.S. HWY. 377 TO ENTRANCE TO 700 SPRINGS
 BN0324'RANCH HDQS.  0.2 MI. SE ON PVT. RD. TO JCT.  0.2 MI. NE ON PVT. RD. TO
 BN0324'RD. FORK.  0.3 MI. E. ON PVT. RD. TO T-RD.  0.15 MI. NE ON PVT. RD. TO
 BN0324'DIM RD. FORK RIGHT.  0.15 MI. NE AND E ON DIM RD. TO FENCE CORNER. 0.3
 BN0324'MI. NE ON DIM RD. ON W SIDE OF RIVER.  ABOUT 50 FT. E. OF E. EDGE OF
 BN0324'RIVER.  A STANDARD BRONZE DISK STAMPED 1868.418 Z 77 1931 SET FLUSH IN
 BN0324'A LARGE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0844 ***********************************************************************
 AE0844  DESIGNATION -  Z 770
 AE0844  PID         -  AE0844
 AE0844  STATE/COUNTY-  TX/STARR
 AE0844  USGS QUAD   -  LAS ISLAS RANCH (1993)
 AE0844
 AE0844                         *CURRENT SURVEY CONTROL
 AE0844  ___________________________________________________________________
 AE0844* NAD 83(1986)-  26 42 23.     (N)    098 37 51.     (W)     SCALED    
 AE0844* NAVD 88     -       145.263  (meters)     476.58   (feet)  ADJUSTED  
 AE0844  ___________________________________________________________________
 AE0844  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AE0844  DYNAMIC HT  -         145.024 (meters)     475.80  (feet)  COMP
 AE0844  MODELED GRAV-     979,001.6   (mgal)                       NAVD 88
 AE0844
 AE0844  VERT ORDER  -  SECOND    CLASS 0
 AE0844
 AE0844.The horizontal coordinates were scaled from a topographic map and have
 AE0844.an estimated accuracy of +/- 6 seconds.
 AE0844
 AE0844.The orthometric height was determined by differential leveling
 AE0844.and adjusted by the National Geodetic Survey in June 1991..
 AE0844
 AE0844.The geoid height was determined by GEOID03.
 AE0844
 AE0844.The dynamic height is computed by dividing the NAVD 88
 AE0844.geopotential number by the normal gravity value computed on the
 AE0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0844.degrees latitude (g = 980.6199 gals.).
 AE0844
 AE0844.The modeled gravity was interpolated from observed gravity values.
 AE0844
 AE0844;                    North         East    Units  Estimated Accuracy
 AE0844;SPC TX S     - 5,115,200.      286,980.      MT  (+/- 180 meters Scaled)
 AE0844
 AE0844                          SUPERSEDED SURVEY CONTROL
 AE0844
 AE0844  NGVD 29 (??/??/92)  145.314  (m)          476.75   (f) ADJ UNCH    2 0
 AE0844
 AE0844.Superseded values are not recommended for survey control.
 AE0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0844.See file dsdata.txt to determine how the superseded data were derived.
 AE0844
 AE0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ367539(NAD 83)
 AE0844_MARKER: DB = BENCH MARK DISK
 AE0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0844_STAMPING: Z 770 1942
 AE0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0844+STABILITY: SURFACE MOTION
 AE0844
 AE0844  HISTORY     - Date     Condition        Report By
 AE0844  HISTORY     - 1942     MONUMENTED       CGS
 AE0844  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0844
 AE0844                          STATION DESCRIPTION
 AE0844
 AE0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0844'6.7 MI W FROM LA GLORIA.
 AE0844'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 6.7 MILES
 AE0844'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0844'IS 0.2 MILE EAST OF A CATTLE GUARD AND A FENCE RUNNING NORTH AND SOUTH
 AE0844'ACROSS THE ROAD.  IT IS 27.0 FEET SOUTH OF AND ABOUT THE SAME
 AE0844'ELEVATION AS THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.7 FEET EAST OF
 AE0844'A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE
 AE0844'GROUND.
 AE0844
 AE0844                          STATION RECOVERY (1972)
 AE0844
 AE0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1135 ***********************************************************************
 AE1135  DESIGNATION -  Z 771
 AE1135  PID         -  AE1135
 AE1135  STATE/COUNTY-  TX/ZAPATA
 AE1135  USGS QUAD   -  LOPENO (1965)
 AE1135
 AE1135                         *CURRENT SURVEY CONTROL
 AE1135  ___________________________________________________________________
 AE1135* NAD 83(1986)-  26 41 09.     (N)    099 02 34.     (W)     SCALED    
 AE1135* NAVD 88     -       113.327  (meters)     371.81   (feet)  ADJUSTED  
 AE1135  ___________________________________________________________________
 AE1135  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AE1135  DYNAMIC HT  -         113.142 (meters)     371.20  (feet)  COMP
 AE1135  MODELED GRAV-     979,017.4   (mgal)                       NAVD 88
 AE1135
 AE1135  VERT ORDER  -  SECOND    CLASS 0
 AE1135
 AE1135.The horizontal coordinates were scaled from a topographic map and have
 AE1135.an estimated accuracy of +/- 6 seconds.
 AE1135
 AE1135.The orthometric height was determined by differential leveling
 AE1135.and adjusted by the National Geodetic Survey in June 1991..
 AE1135
 AE1135.The geoid height was determined by GEOID03.
 AE1135
 AE1135.The dynamic height is computed by dividing the NAVD 88
 AE1135.geopotential number by the normal gravity value computed on the
 AE1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1135.degrees latitude (g = 980.6199 gals.).
 AE1135
 AE1135.The modeled gravity was interpolated from observed gravity values.
 AE1135
 AE1135;                    North         East    Units  Estimated Accuracy
 AE1135;SPC TX S     - 5,113,030.      245,980.      MT  (+/- 180 meters Scaled)
 AE1135
 AE1135                          SUPERSEDED SURVEY CONTROL
 AE1135
 AE1135  NGVD 29 (??/??/92)  113.378  (m)          371.97   (f) ADJ UNCH    2 0
 AE1135
 AE1135.Superseded values are not recommended for survey control.
 AE1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1135.See file dsdata.txt to determine how the superseded data were derived.
 AE1135
 AE1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ957516(NAD 83)
 AE1135_MARKER: DB = BENCH MARK DISK
 AE1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1135_STAMPING: Z 771 1942
 AE1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1135+STABILITY: SURFACE MOTION
 AE1135
 AE1135  HISTORY     - Date     Condition        Report By
 AE1135  HISTORY     - 1942     MONUMENTED       CGS
 AE1135  HISTORY     - 1965     GOOD             USGS
 AE1135
 AE1135                          STATION DESCRIPTION
 AE1135
 AE1135'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE1135'10.0 MI NE FROM FALCON.
 AE1135'4.4 MI. SOUTH ALONG U.S. HWY 83 FROM THE POST OFFICE AT LOPENO. THENCE
 AE1135'4.4 MI. NE ALONG A GRADED GRAVEL RD (COUNTY RD).  0.85 MI. NE OF A
 AE1135'DRIVEWAY LEADING SE TO THE LA PRESA RANCH.  0.1 MI. SW OF A FENCE
 AE1135'LEADING SE.  27 FT SE OF THE CENTER LINE OF THE RD, 1 FT SE OF THE ROW
 AE1135'FENCE.  0.5 FT HIGHER THAN THE RD. A USC AND GS STANDARD DISK, STAMPED
 AE1135'Z 771 1942, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT ABOVE
 AE1135'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1005 ***********************************************************************
 AE1005  DESIGNATION -  Z 772
 AE1005  PID         -  AE1005
 AE1005  STATE/COUNTY-  TX/STARR
 AE1005  USGS QUAD   -  SALINENO (1980)
 AE1005
 AE1005                         *CURRENT SURVEY CONTROL
 AE1005  ___________________________________________________________________
 AE1005* NAD 83(1986)-  26 32 38.     (N)    099 06 19.     (W)     SCALED    
 AE1005* NAVD 88     -        82.001  (meters)     269.03   (feet)  ADJUSTED  
 AE1005  ___________________________________________________________________
 AE1005  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AE1005  DYNAMIC HT  -          81.867 (meters)     268.59  (feet)  COMP
 AE1005  MODELED GRAV-     979,013.9   (mgal)                       NAVD 88
 AE1005
 AE1005  VERT ORDER  -  FIRST     CLASS II
 AE1005
 AE1005.The horizontal coordinates were scaled from a topographic map and have
 AE1005.an estimated accuracy of +/- 6 seconds.
 AE1005
 AE1005.The orthometric height was determined by differential leveling
 AE1005.and adjusted by the National Geodetic Survey in June 1991..
 AE1005.WARNING-Repeat measurements at this control monument indicate possible
 AE1005.vertical movement.
 AE1005
 AE1005.The geoid height was determined by GEOID03.
 AE1005
 AE1005.The dynamic height is computed by dividing the NAVD 88
 AE1005.geopotential number by the normal gravity value computed on the
 AE1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1005.degrees latitude (g = 980.6199 gals.).
 AE1005
 AE1005.The modeled gravity was interpolated from observed gravity values.
 AE1005
 AE1005;                    North         East    Units  Estimated Accuracy
 AE1005;SPC TX S     - 5,097,330.      239,690.      MT  (+/- 180 meters Scaled)
 AE1005
 AE1005                          SUPERSEDED SURVEY CONTROL
 AE1005
 AE1005  NGVD 29 (??/??/92)   82.024  (m)          269.11   (f) ADJ UNCH    1 2
 AE1005
 AE1005.Superseded values are not recommended for survey control.
 AE1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1005.See file dsdata.txt to determine how the superseded data were derived.
 AE1005
 AE1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ895359(NAD 83)
 AE1005_MARKER: DB = BENCH MARK DISK
 AE1005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1005_SP_SET: CULVERT
 AE1005_STAMPING: Z 772 1942
 AE1005_MARK LOGO: CGS   
 AE1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1005+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 AE1005
 AE1005  HISTORY     - Date     Condition        Report By
 AE1005  HISTORY     - 1942     MONUMENTED       CGS
 AE1005  HISTORY     - 1956     GOOD             NGS
 AE1005  HISTORY     - 1981     GOOD             NGS
 AE1005  HISTORY     - 20040516 GOOD             USPSQD
 AE1005
 AE1005                          STATION DESCRIPTION
 AE1005
 AE1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1005'1.8 MI SE FROM FALCON HIGHTS.
 AE1005'1.8 MILES SOUTHEAST ALONG FARM ROAD 2098 FROM THE POST OFFICE AT
 AE1005'FALCON HIGHTS, 20 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD,
 AE1005'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 AE1005'LARGE 4 CHANNEL CONCRETE CULVERT.
 AE1005
 AE1005                          STATION RECOVERY (1981)
 AE1005
 AE1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1005'RECOVERED IN GOOD CONDITION.
 AE1005
 AE1005                          STATION RECOVERY (2004)
 AE1005
 AE1005'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE1005'LOCATION USING GARMIN GPS 12 = N26 32.642' W099 06.311'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0794 ***********************************************************************
 AB0794  DESIGNATION -  Z 773
 AB0794  PID         -  AB0794
 AB0794  STATE/COUNTY-  TX/HIDALGO
 AB0794  USGS QUAD   -  MERCEDES (1983)
 AB0794
 AB0794                         *CURRENT SURVEY CONTROL
 AB0794  ___________________________________________________________________
 AB0794* NAD 83(1986)-  26 09 39.     (N)    097 59 55.     (W)     SCALED    
 AB0794* NAVD 88     -        24.884  (meters)      81.64   (feet)  ADJUSTED  
 AB0794  ___________________________________________________________________
 AB0794  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AB0794  DYNAMIC HT  -          24.843 (meters)      81.51  (feet)  COMP
 AB0794  MODELED GRAV-     979,004.8   (mgal)                       NAVD 88
 AB0794
 AB0794  VERT ORDER  -  FIRST     CLASS II
 AB0794
 AB0794.The horizontal coordinates were scaled from a topographic map and have
 AB0794.an estimated accuracy of +/- 6 seconds.
 AB0794
 AB0794.The orthometric height was determined by differential leveling
 AB0794.and adjusted by the National Geodetic Survey in June 1991..
 AB0794
 AB0794.The geoid height was determined by GEOID03.
 AB0794
 AB0794.The dynamic height is computed by dividing the NAVD 88
 AB0794.geopotential number by the normal gravity value computed on the
 AB0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0794.degrees latitude (g = 980.6199 gals.).
 AB0794
 AB0794.The modeled gravity was interpolated from observed gravity values.
 AB0794
 AB0794;                    North         East    Units  Estimated Accuracy
 AB0794;SPC TX S     - 5,054,850.      350,130.      MT  (+/- 180 meters Scaled)
 AB0794
 AB0794                          SUPERSEDED SURVEY CONTROL
 AB0794
 AB0794  NGVD 29 (??/??/92)   25.001  (m)           82.02   (f) ADJ UNCH    1 2
 AB0794
 AB0794.Superseded values are not recommended for survey control.
 AB0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0794.See file dsdata.txt to determine how the superseded data were derived.
 AB0794
 AB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP000938(NAD 83)
 AB0794_MARKER: DB = BENCH MARK DISK
 AB0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0794_SP_SET: CULVERT
 AB0794_STAMPING: Z 773 1942
 AB0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0794
 AB0794  HISTORY     - Date     Condition        Report By
 AB0794  HISTORY     - 1942     MONUMENTED       CGS
 AB0794  HISTORY     - 1943     GOOD             NGS
 AB0794  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0794  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0794
 AB0794                          STATION DESCRIPTION
 AB0794
 AB0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0794'0.6 MI W FROM WESLACO.
 AB0794'BENCH MARK IS ABOUT 0.6 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD
 AB0794'FROM THE STATION AT WESLACO, AT A GRADE CROSSING, 54.0 FEET SOUTH OF
 AB0794'THE CENTERLINE OF THE TRACKS, 36.0 FEET EAST OF THE CENTERLINE OF THE
 AB0794'CROSSROAD, AND 26.0 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY NO.
 AB0794'83.  IT IS SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF
 AB0794'CONCRETE CULVERT UNDER THE HIGHWAY.  A DISK SET IN DRILL HOLE.
 AB0794
 AB0794                          STATION RECOVERY (1981)
 AB0794
 AB0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0794'MARK NOT RECOVERED.
 AB0794
 AB0794                          STATION RECOVERY (1987)
 AB0794
 AB0794'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0865 ***********************************************************************
 AE0865  DESIGNATION -  Z 774
 AE0865  PID         -  AE0865
 AE0865  STATE/COUNTY-  TX/JIM HOGG
 AE0865  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0865
 AE0865                         *CURRENT SURVEY CONTROL
 AE0865  ___________________________________________________________________
 AE0865* NAD 83(1986)-  26 48 20.     (N)    098 34 59.     (W)     SCALED    
 AE0865* NAVD 88     -       138.023  (meters)     452.83   (feet)  ADJUSTED  
 AE0865  ___________________________________________________________________
 AE0865  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AE0865  DYNAMIC HT  -         137.797 (meters)     452.09  (feet)  COMP
 AE0865  MODELED GRAV-     979,012.1   (mgal)                       NAVD 88
 AE0865
 AE0865  VERT ORDER  -  SECOND    CLASS 0
 AE0865
 AE0865.The horizontal coordinates were scaled from a topographic map and have
 AE0865.an estimated accuracy of +/- 6 seconds.
 AE0865
 AE0865.The orthometric height was determined by differential leveling
 AE0865.and adjusted by the National Geodetic Survey in June 1991..
 AE0865
 AE0865.The geoid height was determined by GEOID03.
 AE0865
 AE0865.The dynamic height is computed by dividing the NAVD 88
 AE0865.geopotential number by the normal gravity value computed on the
 AE0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0865.degrees latitude (g = 980.6199 gals.).
 AE0865
 AE0865.The modeled gravity was interpolated from observed gravity values.
 AE0865
 AE0865;                    North         East    Units  Estimated Accuracy
 AE0865;SPC TX S     - 5,126,180.      291,740.      MT  (+/- 180 meters Scaled)
 AE0865
 AE0865                          SUPERSEDED SURVEY CONTROL
 AE0865
 AE0865  NGVD 29 (??/??/92)  138.079  (m)          453.01   (f) ADJ UNCH    2 0
 AE0865
 AE0865.Superseded values are not recommended for survey control.
 AE0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0865.See file dsdata.txt to determine how the superseded data were derived.
 AE0865
 AE0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ414649(NAD 83)
 AE0865_MARKER: DB = BENCH MARK DISK
 AE0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0865_STAMPING: Z 774 1942
 AE0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0865+STABILITY: SURFACE MOTION
 AE0865
 AE0865  HISTORY     - Date     Condition        Report By
 AE0865  HISTORY     - 1942     MONUMENTED       CGS
 AE0865  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0865
 AE0865                          STATION DESCRIPTION
 AE0865
 AE0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0865'4.0 MI E FROM RANCHO VIEJO.
 AE0865'TO REACH FROM A MEXICAN SETTLEMENT CALLED RANCHO VIEJO (ABOUT MIDWAY
 AE0865'BETWEEN RIO GRANDE CITY AND HEBBRONVILLE), PROCEED 4.0 MILES EASTERLY
 AE0865'ALONG A DIRT TRACK ROAD TO A CATTLE GUARD AND SITE OF BENCH MARK.
 AE0865'BENCH MARK IS 40.0 YARDS EAST OF THE CENTERLINE OF A CATTLE GUARD
 AE0865'ACROSS THE ROAD.  IT IS 20.0 FEET SOUTH OF AND ABOUT THE SAME
 AE0865'ELEVATION AS THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.0 FEET WEST OF
 AE0865'A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE
 AE0865'GROUND.
 AE0865
 AE0865                          STATION RECOVERY (1972)
 AE0865
 AE0865'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1061 ***********************************************************************
 AE1061  DESIGNATION -  Z 775
 AE1061  PID         -  AE1061
 AE1061  STATE/COUNTY-  TX/ZAPATA
 AE1061  USGS QUAD   -  ZAPATA (1979)
 AE1061
 AE1061                         *CURRENT SURVEY CONTROL
 AE1061  ___________________________________________________________________
 AE1061* NAD 83(1986)-  26 54 06.     (N)    099 16 50.     (W)     SCALED    
 AE1061* NAVD 88     -       116.089  (meters)     380.87   (feet)  ADJUSTED  
 AE1061  ___________________________________________________________________
 AE1061  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AE1061  DYNAMIC HT  -         115.902 (meters)     380.26  (feet)  COMP
 AE1061  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 AE1061
 AE1061  VERT ORDER  -  FIRST     CLASS II
 AE1061
 AE1061.The horizontal coordinates were scaled from a topographic map and have
 AE1061.an estimated accuracy of +/- 6 seconds.
 AE1061
 AE1061.The orthometric height was determined by differential leveling
 AE1061.and adjusted by the National Geodetic Survey in June 1991..
 AE1061
 AE1061.The geoid height was determined by GEOID03.
 AE1061
 AE1061.The dynamic height is computed by dividing the NAVD 88
 AE1061.geopotential number by the normal gravity value computed on the
 AE1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1061.degrees latitude (g = 980.6199 gals.).
 AE1061
 AE1061.The modeled gravity was interpolated from observed gravity values.
 AE1061
 AE1061;                    North         East    Units  Estimated Accuracy
 AE1061;SPC TX S     - 5,137,070.      222,470.      MT  (+/- 180 meters Scaled)
 AE1061
 AE1061                          SUPERSEDED SURVEY CONTROL
 AE1061
 AE1061  NGVD 29 (??/??/92)  116.140  (m)          381.04   (f) ADJ UNCH    1 2
 AE1061
 AE1061.Superseded values are not recommended for survey control.
 AE1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1061.See file dsdata.txt to determine how the superseded data were derived.
 AE1061
 AE1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ721755(NAD 83)
 AE1061_MARKER: DB = BENCH MARK DISK
 AE1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1061_STAMPING: Z 775 1943
 AE1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1061+STABILITY: SURFACE MOTION
 AE1061
 AE1061  HISTORY     - Date     Condition        Report By
 AE1061  HISTORY     - 1943     MONUMENTED       CGS
 AE1061  HISTORY     - 1956     GOOD             NGS
 AE1061  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1061
 AE1061                          STATION DESCRIPTION
 AE1061
 AE1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1061'0.7 MI SW FROM ZAPATA.
 AE1061'0.7 MILE SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT ZAPATA,
 AE1061'33 FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, 2 FEET
 AE1061'NORTHWEST OF A FENCE, 2.5 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 AE1061'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AE1061
 AE1061                          STATION RECOVERY (1981)
 AE1061
 AE1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1061'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0117 ***********************************************************************
 AB0117  DESIGNATION -  Z 776
 AB0117  PID         -  AB0117
 AB0117  STATE/COUNTY-  TX/CAMERON
 AB0117  USGS QUAD   -  SOUTHMOST (1955)
 AB0117
 AB0117                         *CURRENT SURVEY CONTROL
 AB0117  ___________________________________________________________________
 AB0117* NAD 83(1986)-  25 51 56.     (N)    097 25 02.     (W)     SCALED    
 AB0117* NAVD 88     -         5.162  (meters)      16.94   (feet)  ADJUSTED  
 AB0117  ___________________________________________________________________
 AB0117  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 AB0117  DYNAMIC HT  -           5.154 (meters)      16.91  (feet)  COMP
 AB0117  MODELED GRAV-     979,032.6   (mgal)                       NAVD 88
 AB0117
 AB0117  VERT ORDER  -  SECOND    CLASS 0
 AB0117
 AB0117.The horizontal coordinates were scaled from a topographic map and have
 AB0117.an estimated accuracy of +/- 6 seconds.
 AB0117
 AB0117.The orthometric height was determined by differential leveling
 AB0117.and adjusted by the National Geodetic Survey in June 1991..
 AB0117
 AB0117.The geoid height was determined by GEOID03.
 AB0117
 AB0117.The dynamic height is computed by dividing the NAVD 88
 AB0117.geopotential number by the normal gravity value computed on the
 AB0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0117.degrees latitude (g = 980.6199 gals.).
 AB0117
 AB0117.The modeled gravity was interpolated from observed gravity values.
 AB0117
 AB0117;                    North         East    Units  Estimated Accuracy
 AB0117;SPC TX S     - 5,022,500.      408,540.      MT  (+/- 180 meters Scaled)
 AB0117
 AB0117                          SUPERSEDED SURVEY CONTROL
 AB0117
 AB0117  NGVD 29 (??/??/92)    5.255  (m)           17.24   (f) ADJ UNCH    2 0
 AB0117
 AB0117.Superseded values are not recommended for survey control.
 AB0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0117.See file dsdata.txt to determine how the superseded data were derived.
 AB0117
 AB0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP585617(NAD 83)
 AB0117_MARKER: DB = BENCH MARK DISK
 AB0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0117_SP_SET: CULVERT
 AB0117_STAMPING: Z 776 1942
 AB0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0117
 AB0117  HISTORY     - Date     Condition        Report By
 AB0117  HISTORY     - 1942     MONUMENTED       CGS
 AB0117  HISTORY     - 1950     GOOD             NGS
 AB0117
 AB0117                          STATION DESCRIPTION
 AB0117
 AB0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0117'7.2 MI SE FROM BROWNSVILLE.
 AB0117'FROM THE N. END OF THE GATEWAY BRIDGE IN BROWNSVILLE, GO 1.4 MILES NE.
 AB0117'ON STATE HIGHWAY 4 (E 14TH STREET) TO INTERSECTION OF SOUTHMOST ROAD,
 AB0117'TURN SE. (RIGHT) ON SOUTHMOST ROAD AND GO 5.8 MILES TO THE
 AB0117'INTERSECTION OF THE ROAD TO PALM GROVE AND SITE OF MARK.  BENCH MARK
 AB0117'IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE E. HEADWALL OF
 AB0117'A CULVERT, 102 FT. S. OF THE CENTERLINE OF THE E-W ROAD, 30 FT. E. AND
 AB0117'7 FT. BELOW THE CENTERLINE OF THE N-S ROAD.  IT IS A STANDARD DISK SET
 AB0117'IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0600 ***********************************************************************
 AJ0600  DESIGNATION -  Z 777
 AJ0600  PID         -  AJ0600
 AJ0600  STATE/COUNTY-  TX/JIM HOGG
 AJ0600  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0600
 AJ0600                         *CURRENT SURVEY CONTROL
 AJ0600  ___________________________________________________________________
 AJ0600* NAD 83(1986)-  27 05 04.     (N)    098 49 02.     (W)     SCALED    
 AJ0600* NAVD 88     -       220.192  (meters)     722.41   (feet)  ADJUSTED  
 AJ0600  ___________________________________________________________________
 AJ0600  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AJ0600  DYNAMIC HT  -         219.833 (meters)     721.24  (feet)  COMP
 AJ0600  MODELED GRAV-     979,011.5   (mgal)                       NAVD 88
 AJ0600
 AJ0600  VERT ORDER  -  SECOND    CLASS 0
 AJ0600
 AJ0600.The horizontal coordinates were scaled from a topographic map and have
 AJ0600.an estimated accuracy of +/- 6 seconds.
 AJ0600
 AJ0600.The orthometric height was determined by differential leveling
 AJ0600.and adjusted by the National Geodetic Survey in June 1991..
 AJ0600
 AJ0600.The geoid height was determined by GEOID03.
 AJ0600
 AJ0600.The dynamic height is computed by dividing the NAVD 88
 AJ0600.geopotential number by the normal gravity value computed on the
 AJ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0600.degrees latitude (g = 980.6199 gals.).
 AJ0600
 AJ0600.The modeled gravity was interpolated from observed gravity values.
 AJ0600
 AJ0600;                    North         East    Units  Estimated Accuracy
 AJ0600;SPC TX S     - 5,157,120.      268,540.      MT  (+/- 180 meters Scaled)
 AJ0600
 AJ0600                          SUPERSEDED SURVEY CONTROL
 AJ0600
 AJ0600  NGVD 29 (??/??/92)  220.203  (m)          722.45   (f) ADJ UNCH    2 0
 AJ0600
 AJ0600.Superseded values are not recommended for survey control.
 AJ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0600.See file dsdata.txt to determine how the superseded data were derived.
 AJ0600
 AJ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ181958(NAD 83)
 AJ0600_MARKER: DB = BENCH MARK DISK
 AJ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0600_STAMPING: Z 777 1942
 AJ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0600+STABILITY: SURFACE MOTION
 AJ0600
 AJ0600  HISTORY     - Date     Condition        Report By
 AJ0600  HISTORY     - 1942     MONUMENTED       CGS
 AJ0600  HISTORY     - 1949     MARK NOT FOUND   CGS
 AJ0600  HISTORY     - 1968     GOOD             NGS
 AJ0600
 AJ0600                          STATION DESCRIPTION
 AJ0600
 AJ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AJ0600'19.1 MI SW FROM HEBBRONVILLE.
 AJ0600'A STANDARD DISK SET IN A CONCRETE MONUMENT, PROJECTING 4 INCHES, 33
 AJ0600'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF THE WEST
 AJ0600'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE 4X4 WITNESS POST AND AT
 AJ0600'THE SOUTH END OF A CURVE IN THE HIGHWAY.  IT IS 75 YARDS SOUTH OF A
 AJ0600'FENCE LINE HAVING CONCRETE POSTS, LEADING WEST ABOUT 1/2 MILE TO THE
 AJ0600'JESUS MARIA RANCH HEADQUARTERS.  NOTE-- TO REACH FROM HEBBRONVILLE -
 AJ0600'GO SOUTH ON HIGHWAY NO. 285 FROM THE JUNCTION WITH HIGHWAY NO. 59 0.3
 AJ0600'MILE.  THEN TURN RIGHT AND GO WEST AND SOUTH ON HIGHWAY NO. 496 TOWARD
 AJ0600'ZAPATA 18.8 MILES TO THE BENCH MARK ON THE RIGHT OR WEST SIDE OF THE
 AJ0600'HIGHWAY.
 AJ0600
 AJ0600                          STATION RECOVERY (1968)
 AJ0600
 AJ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AJ0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0648 ***********************************************************************
 AJ0648  DESIGNATION -  Z 778
 AJ0648  PID         -  AJ0648
 AJ0648  STATE/COUNTY-  TX/JIM HOGG
 AJ0648  USGS QUAD   -  RANDADO (1972)
 AJ0648
 AJ0648                         *CURRENT SURVEY CONTROL
 AJ0648  ___________________________________________________________________
 AJ0648* NAD 83(1986)-  27 06 48.     (N)    098 55 24.     (W)     SCALED    
 AJ0648* NAVD 88     -       198.014  (meters)     649.65   (feet)  POSTED    
 AJ0648  ___________________________________________________________________
 AJ0648  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AJ0648  DYNAMIC HT  -         197.690 (meters)     648.59  (feet)  COMP
 AJ0648  MODELED GRAV-     979,021.5   (mgal)                       NAVD 88
 AJ0648
 AJ0648  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0648
 AJ0648.The horizontal coordinates were scaled from a topographic map and have
 AJ0648.an estimated accuracy of +/- 6 seconds.
 AJ0648
 AJ0648.The orthometric height was determined by differential leveling
 AJ0648.and adjusted by the National Geodetic Survey in 1992..
 AJ0648.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0648.rate of 1.1 thru 2.0 mm/km.
 AJ0648
 AJ0648.The geoid height was determined by GEOID03.
 AJ0648
 AJ0648.The dynamic height is computed by dividing the NAVD 88
 AJ0648.geopotential number by the normal gravity value computed on the
 AJ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0648.degrees latitude (g = 980.6199 gals.).
 AJ0648
 AJ0648.The modeled gravity was interpolated from observed gravity values.
 AJ0648
 AJ0648;                    North         East    Units  Estimated Accuracy
 AJ0648;SPC TX S     - 5,160,350.      258,030.      MT  (+/- 180 meters Scaled)
 AJ0648
 AJ0648                          SUPERSEDED SURVEY CONTROL
 AJ0648
 AJ0648  NGVD 29 (??/??/92)  198.028  (m)          649.70   (f) ADJ UNCH    2 0
 AJ0648
 AJ0648.Superseded values are not recommended for survey control.
 AJ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0648.See file dsdata.txt to determine how the superseded data were derived.
 AJ0648
 AJ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ075989(NAD 83)
 AJ0648_MARKER: DB = BENCH MARK DISK
 AJ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0648_STAMPING: Z 778 1943
 AJ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0648+STABILITY: SURFACE MOTION
 AJ0648
 AJ0648  HISTORY     - Date     Condition        Report By
 AJ0648  HISTORY     - 1943     MONUMENTED       CGS
 AJ0648
 AJ0648                          STATION DESCRIPTION
 AJ0648
 AJ0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0648'2.4 MI NW FROM PETROLEUM.
 AJ0648'TO REACH FROM THE PETROLEUM X-ROADS, PROCEED WESTERLY ON GRADED ROAD,
 AJ0648'GO 0.4 MILE.  TURN NORTHERLY (RIGHT) ONTO THE ROAD TO THOMPSONVILLE,
 AJ0648'AND GO 2.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE
 AJ0648'NORTH OF A LARGE PIPE CULVERT.  ABOUT 300 FEET SOUTH OF A CURVE.  21
 AJ0648'FEET EAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD. 3.0
 AJ0648'FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT WEST OF
 AJ0648'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0636 ***********************************************************************
 AJ0636  DESIGNATION -  Z 779
 AJ0636  PID         -  AJ0636
 AJ0636  STATE/COUNTY-  TX/JIM HOGG
 AJ0636  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0636
 AJ0636                         *CURRENT SURVEY CONTROL
 AJ0636  ___________________________________________________________________
 AJ0636* NAD 83(1986)-  27 14 04.     (N)    098 56 45.     (W)     SCALED    
 AJ0636* NAVD 88     -       221.873  (meters)     727.93   (feet)  POSTED    
 AJ0636  ___________________________________________________________________
 AJ0636  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AJ0636  DYNAMIC HT  -         221.510 (meters)     726.74  (feet)  COMP
 AJ0636  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 AJ0636
 AJ0636  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0636
 AJ0636.The horizontal coordinates were scaled from a topographic map and have
 AJ0636.an estimated accuracy of +/- 6 seconds.
 AJ0636
 AJ0636.The orthometric height was determined by differential leveling
 AJ0636.and adjusted by the National Geodetic Survey in 1992..
 AJ0636.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0636.rate of 1.1 thru 2.0 mm/km.
 AJ0636
 AJ0636.The geoid height was determined by GEOID03.
 AJ0636
 AJ0636.The dynamic height is computed by dividing the NAVD 88
 AJ0636.geopotential number by the normal gravity value computed on the
 AJ0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0636.degrees latitude (g = 980.6199 gals.).
 AJ0636
 AJ0636.The modeled gravity was interpolated from observed gravity values.
 AJ0636
 AJ0636;                    North         East    Units  Estimated Accuracy
 AJ0636;SPC TX S     - 5,173,780.      255,850.      MT  (+/- 180 meters Scaled)
 AJ0636
 AJ0636                          SUPERSEDED SURVEY CONTROL
 AJ0636
 AJ0636  NGVD 29 (??/??/92)  221.903  (m)          728.03   (f) ADJ UNCH    2 0
 AJ0636
 AJ0636.Superseded values are not recommended for survey control.
 AJ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0636.See file dsdata.txt to determine how the superseded data were derived.
 AJ0636
 AJ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR053124(NAD 83)
 AJ0636_MARKER: DB = BENCH MARK DISK
 AJ0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0636_STAMPING: Z 779 1943
 AJ0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0636+STABILITY: SURFACE MOTION
 AJ0636
 AJ0636  HISTORY     - Date     Condition        Report By
 AJ0636  HISTORY     - 1943     MONUMENTED       CGS
 AJ0636  HISTORY     - 1973     MARK NOT FOUND   USGS
 AJ0636
 AJ0636                          STATION DESCRIPTION
 AJ0636
 AJ0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0636'14.6 MI S FROM MIRANDO CITY.
 AJ0636'TO REACH FROM THE POST OFFICE AT MIRANDO CITY.  PROCEED SOUTHERLY ON
 AJ0636'PAVED ROAD, GO 12.0 MILES TO THE END OF THE PAVEMENT AT THE COUNTY
 AJ0636'LINE, CONTINUE SOUTHERLY ON GRADED DIRT ROAD AND GO 2.6 MILES TO THE
 AJ0636'FOOT OF A SMALL HILL AND SITE OF BENCH MARK.  BENCH MARK IS 31 FEET
 AJ0636'WEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  15 FEET
 AJ0636'NORTH OF THE CENTERLINE OF A DIM TRACK ROAD LEADING WEST.  3.0 FEET
 AJ0636'NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
 AJ0636
 AJ0636                          STATION RECOVERY (1973)
 AJ0636
 AJ0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AJ0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0186 ***********************************************************************
 AZ0186  DESIGNATION -  Z 78
 AZ0186  PID         -  AZ0186
 AZ0186  STATE/COUNTY-  TX/EDWARDS
 AZ0186  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0186
 AZ0186                         *CURRENT SURVEY CONTROL
 AZ0186  ___________________________________________________________________
 AZ0186* NAD 83(1986)-  29 58 52.     (N)    100 31 36.     (W)     SCALED    
 AZ0186* NAVD 88     -       662.005  (meters)    2171.93   (feet)  ADJUSTED  
 AZ0186  ___________________________________________________________________
 AZ0186  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AZ0186  DYNAMIC HT  -         661.022 (meters)    2168.70  (feet)  COMP
 AZ0186  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 AZ0186
 AZ0186  VERT ORDER  -  FIRST     CLASS II
 AZ0186
 AZ0186.The horizontal coordinates were scaled from a topographic map and have
 AZ0186.an estimated accuracy of +/- 6 seconds.
 AZ0186
 AZ0186.The orthometric height was determined by differential leveling
 AZ0186.and adjusted by the National Geodetic Survey in June 1991..
 AZ0186
 AZ0186.The geoid height was determined by GEOID03.
 AZ0186
 AZ0186.The dynamic height is computed by dividing the NAVD 88
 AZ0186.geopotential number by the normal gravity value computed on the
 AZ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0186.degrees latitude (g = 980.6199 gals.).
 AZ0186
 AZ0186.The modeled gravity was interpolated from observed gravity values.
 AZ0186
 AZ0186;                    North         East    Units  Estimated Accuracy
 AZ0186;SPC TXSC     - 4,239,000.      452,690.      MT  (+/- 180 meters Scaled)
 AZ0186
 AZ0186                          SUPERSEDED SURVEY CONTROL
 AZ0186
 AZ0186.No superseded survey control is available for this station.
 AZ0186
 AZ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU527176(NAD 83)
 AZ0186_MARKER: DB = BENCH MARK DISK
 AZ0186_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0186_SP_SET: OUTCROP
 AZ0186_STAMPING: 2171.692 Z 78 1931
 AZ0186_MARK LOGO: CGS   
 AZ0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0186+STABILITY: POSITION/ELEVATION WELL
 AZ0186
 AZ0186  HISTORY     - Date     Condition        Report By
 AZ0186  HISTORY     - 1931     MONUMENTED       CGS
 AZ0186  HISTORY     - 1971     GOOD             USGS
 AZ0186  HISTORY     - 1981     GOOD             NGS
 AZ0186
 AZ0186                          STATION DESCRIPTION
 AZ0186
 AZ0186'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0186'20.2 MI SW FROM ROCKSPRINGS.
 AZ0186'19.6 MILES SW ALONG US HWY 377 FROM THE COURTHOUSE AT ROCKSPRINGS,
 AZ0186'EDWARDS COUNTY, 18.5 MILES NE OF CARTA VALLEY, EDWARDS COUNTY, ABOUT
 AZ0186'2050 FEET SW OF A T-RD NW, 194 FEET NE OF THE CORNER POST IN A SLIGHT
 AZ0186'BEND IN THE ROW FENCE, 85 FEET SE OF THE CENTERLINE OF THE HWY, 24
 AZ0186'FEET SE OF THE ROW FENCE, SET IN THE TOP OF A FLAT ROCK OUTCROP
 AZ0186'PROJECTING 6 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED 2171.692 Z
 AZ0186'78 1931.
 AZ0186
 AZ0186                          STATION RECOVERY (1981)
 AZ0186
 AZ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0186'32.6 KM (20.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0186'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, 0.7 KM (0.45 MI)
 AZ0186'SOUTHWEST OF A GRAVELED ROAD LEADING NORTHWEST TO THE WARDLAW RANCH,
 AZ0186'IN THE CENTER OF THE NORTH END OF A 6 BY 15 FT EXPOSED AREA OF
 AZ0186'OUTCROPPING BEDROCK AT THE BASE OF A HILL, 25.9 METERS (85.0 FT)
 AZ0186'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 7.3 METERS (24.0 FT)
 AZ0186'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0186'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 AZ0186'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0562 ***********************************************************************
 AJ0562  DESIGNATION -  Z 780
 AJ0562  PID         -  AJ0562
 AJ0562  STATE/COUNTY-  TX/JIM HOGG
 AJ0562  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0562
 AJ0562                         *CURRENT SURVEY CONTROL
 AJ0562  ___________________________________________________________________
 AJ0562* NAD 83(1986)-  27 03 52.     (N)    098 47 28.     (W)     SCALED    
 AJ0562* NAVD 88     -       208.277  (meters)     683.32   (feet)  ADJUSTED  
 AJ0562  ___________________________________________________________________
 AJ0562  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AJ0562  DYNAMIC HT  -         207.937 (meters)     682.21  (feet)  COMP
 AJ0562  MODELED GRAV-     979,012.0   (mgal)                       NAVD 88
 AJ0562
 AJ0562  VERT ORDER  -  SECOND    CLASS 0
 AJ0562
 AJ0562.The horizontal coordinates were scaled from a topographic map and have
 AJ0562.an estimated accuracy of +/- 6 seconds.
 AJ0562
 AJ0562.The orthometric height was determined by differential leveling
 AJ0562.and adjusted by the National Geodetic Survey in June 1991..
 AJ0562
 AJ0562.The geoid height was determined by GEOID03.
 AJ0562
 AJ0562.The dynamic height is computed by dividing the NAVD 88
 AJ0562.geopotential number by the normal gravity value computed on the
 AJ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0562.degrees latitude (g = 980.6199 gals.).
 AJ0562
 AJ0562.The modeled gravity was interpolated from observed gravity values.
 AJ0562
 AJ0562;                    North         East    Units  Estimated Accuracy
 AJ0562;SPC TX S     - 5,154,900.      271,130.      MT  (+/- 180 meters Scaled)
 AJ0562
 AJ0562                          SUPERSEDED SURVEY CONTROL
 AJ0562
 AJ0562  NGVD 29 (??/??/92)  208.292  (m)          683.37   (f) ADJ UNCH    2 0
 AJ0562
 AJ0562.Superseded values are not recommended for survey control.
 AJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0562.See file dsdata.txt to determine how the superseded data were derived.
 AJ0562
 AJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ207935(NAD 83)
 AJ0562_MARKER: DB = BENCH MARK DISK
 AJ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0562_STAMPING: Z 780 1943
 AJ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0562+STABILITY: SURFACE MOTION
 AJ0562
 AJ0562  HISTORY     - Date     Condition        Report By
 AJ0562  HISTORY     - 1943     MONUMENTED       CGS
 AJ0562
 AJ0562                          STATION DESCRIPTION
 AJ0562
 AJ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0562'5.8 MI E FROM RANDADO.
 AJ0562'TO REACH FROM THE X-ROADS AT RANDADO PROCEED EASTERLY ON ROAD TO
 AJ0562'HEBBRONVILLE, GO 3.8 MILES TO A SHARP TURN.  PASS THROUGH A GATE AND
 AJ0562'CONTINUE EASTERLY ON TRACK ROAD ALONG A FENCE AND GO 2.0 MILES TO A
 AJ0562'WINDMILL AND SITE OF BENCH MARK.  BENCH MARK IS AT THE POINT WHERE THE
 AJ0562'ROAD CURVES AROUND THE WINDMILL.  IT IS ABOUT 250 FEET SOUTHWEST OF
 AJ0562'THE WINDMILL.  20 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0562'CENTERLINE OF THE ROAD.  3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER
 AJ0562'POST.  AND 1.0 FOOT NORTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1144 ***********************************************************************
 AJ1144  DESIGNATION -  Z 781
 AJ1144  PID         -  AJ1144
 AJ1144  STATE/COUNTY-  TX/JIM HOGG
 AJ1144  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ1144
 AJ1144                         *CURRENT SURVEY CONTROL
 AJ1144  ___________________________________________________________________
 AJ1144* NAD 83(1986)-  27 01 07.     (N)    098 35 19.     (W)     SCALED    
 AJ1144* NAVD 88     -       129.684  (meters)     425.47   (feet)  ADJUSTED  
 AJ1144  ___________________________________________________________________
 AJ1144  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AJ1144  DYNAMIC HT  -         129.474 (meters)     424.78  (feet)  COMP
 AJ1144  MODELED GRAV-     979,028.3   (mgal)                       NAVD 88
 AJ1144
 AJ1144  VERT ORDER  -  SECOND    CLASS 0
 AJ1144
 AJ1144.The horizontal coordinates were scaled from a topographic map and have
 AJ1144.an estimated accuracy of +/- 6 seconds.
 AJ1144
 AJ1144.The orthometric height was determined by differential leveling
 AJ1144.and adjusted by the National Geodetic Survey in June 1991..
 AJ1144
 AJ1144.The geoid height was determined by GEOID03.
 AJ1144
 AJ1144.The dynamic height is computed by dividing the NAVD 88
 AJ1144.geopotential number by the normal gravity value computed on the
 AJ1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1144.degrees latitude (g = 980.6199 gals.).
 AJ1144
 AJ1144.The modeled gravity was interpolated from observed gravity values.
 AJ1144
 AJ1144;                    North         East    Units  Estimated Accuracy
 AJ1144;SPC TX S     - 5,149,790.      291,210.      MT  (+/- 180 meters Scaled)
 AJ1144
 AJ1144                          SUPERSEDED SURVEY CONTROL
 AJ1144
 AJ1144  NGVD 29 (??/??/92)  129.720  (m)          425.59   (f) ADJ UNCH    2 0
 AJ1144
 AJ1144.Superseded values are not recommended for survey control.
 AJ1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1144.See file dsdata.txt to determine how the superseded data were derived.
 AJ1144
 AJ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ408885(NAD 83)
 AJ1144_MARKER: DB = BENCH MARK DISK
 AJ1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1144_STAMPING: Z 781 1943
 AJ1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1144+STABILITY: SURFACE MOTION
 AJ1144
 AJ1144  HISTORY     - Date     Condition        Report By
 AJ1144  HISTORY     - 1943     MONUMENTED       CGS
 AJ1144
 AJ1144                          STATION DESCRIPTION
 AJ1144
 AJ1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ1144'9.4 MI N FROM AGUA NUEVA.
 AJ1144'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED NORTHERLY ON THE
 AJ1144'ROAD TO HEBBRONVILLE AND GO 9.4 MILES TO THE INTERSECTION OF THE ROAD
 AJ1144'TO THE PALANGANA RANCH AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AJ1144'125 FEET SOUTH OF A CATTLEGUARD ACROSS THE MAIN ROAD.  57 FEET SOUTH
 AJ1144'OF THE CENTER OF A CATTLEGUARD IN THE WEST RIGHT OF WAY FENCE.  24
 AJ1144'FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD. 3.0
 AJ1144'FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF
 AJ1144'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0966 ***********************************************************************
 AE0966  DESIGNATION -  Z 782
 AE0966  PID         -  AE0966
 AE0966  STATE/COUNTY-  TX/JIM HOGG
 AE0966  USGS QUAD   -  SAN ANTONIO VIEJO (1993)
 AE0966
 AE0966                         *CURRENT SURVEY CONTROL
 AE0966  ___________________________________________________________________
 AE0966* NAD 83(1986)-  26 58 00.     (N)    098 49 56.     (W)     SCALED    
 AE0966* NAVD 88     -       227.702  (meters)     747.05   (feet)  ADJUSTED  
 AE0966  ___________________________________________________________________
 AE0966  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AE0966  DYNAMIC HT  -         227.329 (meters)     745.83  (feet)  COMP
 AE0966  MODELED GRAV-     979,002.9   (mgal)                       NAVD 88
 AE0966
 AE0966  VERT ORDER  -  SECOND    CLASS 0
 AE0966
 AE0966.The horizontal coordinates were scaled from a topographic map and have
 AE0966.an estimated accuracy of +/- 6 seconds.
 AE0966
 AE0966.The orthometric height was determined by differential leveling
 AE0966.and adjusted by the National Geodetic Survey in June 1991..
 AE0966
 AE0966.The geoid height was determined by GEOID03.
 AE0966
 AE0966.The dynamic height is computed by dividing the NAVD 88
 AE0966.geopotential number by the normal gravity value computed on the
 AE0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0966.degrees latitude (g = 980.6199 gals.).
 AE0966
 AE0966.The modeled gravity was interpolated from observed gravity values.
 AE0966
 AE0966;                    North         East    Units  Estimated Accuracy
 AE0966;SPC TX S     - 5,144,070.      267,020.      MT  (+/- 180 meters Scaled)
 AE0966
 AE0966                          SUPERSEDED SURVEY CONTROL
 AE0966
 AE0966  NGVD 29 (??/??/92)  227.712  (m)          747.09   (f) ADJ UNCH    2 0
 AE0966
 AE0966.Superseded values are not recommended for survey control.
 AE0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0966.See file dsdata.txt to determine how the superseded data were derived.
 AE0966
 AE0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ166827(NAD 83)
 AE0966_MARKER: DB = BENCH MARK DISK
 AE0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0966_STAMPING: Z 782 1943
 AE0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0966+STABILITY: SURFACE MOTION
 AE0966
 AE0966  HISTORY     - Date     Condition        Report By
 AE0966  HISTORY     - 1943     MONUMENTED       CGS
 AE0966
 AE0966                          STATION DESCRIPTION
 AE0966
 AE0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0966'0.8 MI N FROM T T EAST RANCH HEADQUARTERS.
 AE0966'TO REACH FROM THE T. T. EAST RANCH HEADQUARTERS, PROCEED NORTHERLY ON
 AE0966'GRADED ROAD AND GO 0.8 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 7.0
 AE0966'MILES SOUTHERLY FROM THE INTERSECTION OF THE RANCH ROAD AND THE
 AE0966'RANDADO-HEBBRONVILLE ROAD.  ABOUT 0.3 MILE NORTH OF A GATE IN THE
 AE0966'FENCE ACROSS THE ROAD.  40 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AE0966'AS THE CENTERLINE OF THE ROAD.  AND 3.0 FEET SOUTH OF A 4 BY 4 INCH
 AE0966'WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1310 ***********************************************************************
 AX1310  DESIGNATION -  Z 783
 AX1310  PID         -  AX1310
 AX1310  STATE/COUNTY-  TX/BASTROP
 AX1310  USGS QUAD   -  TOGO (1981)
 AX1310
 AX1310                         *CURRENT SURVEY CONTROL
 AX1310  ___________________________________________________________________
 AX1310* NAD 83(1986)-  29 56 22.     (N)    097 14 27.     (W)     SCALED    
 AX1310* NAVD 88     -       138.46   (+/-2cm)     454.3    (feet)  VERTCON   
 AX1310  ___________________________________________________________________
 AX1310  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AX1310
 AX1310  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1310
 AX1310.The horizontal coordinates were scaled from a topographic map and have
 AX1310.an estimated accuracy of +/- 6 seconds.
 AX1310
 AX1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1310.The vertical order pertains to the NGVD 29 superseded value.
 AX1310
 AX1310.The geoid height was determined by GEOID03.
 AX1310
 AX1310;                    North         East    Units  Estimated Accuracy
 AX1310;SPC TX C     - 3,034,390.      998,540.      MT  (+/- 180 meters Scaled)
 AX1310
 AX1310                          SUPERSEDED SURVEY CONTROL
 AX1310
 AX1310  NGVD 29 (??/??/92)  138.404  (m)          454.08   (f) ADJ UNCH    1 2
 AX1310
 AX1310.Superseded values are not recommended for survey control.
 AX1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1310.See file dsdata.txt to determine how the superseded data were derived.
 AX1310
 AX1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU697133(NAD 83)
 AX1310_MARKER: DB = BENCH MARK DISK
 AX1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1310_SP_SET: CULVERT
 AX1310_STAMPING: Z 783 1943
 AX1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1310
 AX1310  HISTORY     - Date     Condition        Report By
 AX1310  HISTORY     - 1943     MONUMENTED       CGS
 AX1310
 AX1310                          STATION DESCRIPTION
 AX1310
 AX1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1310'3.6 MI E FROM ROSANKY.
 AX1310'3.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1310'STATION AT ROSANKY, 0.1 MILE EAST OF A ROAD CROSSING, ABOUT 300 FEET
 AX1310'WEST OF MILEPOST 7, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE
 AX1310'EAST END OF THE NORTH HEADWALL, 20 FEET NORTH OF THE CENTERLINE OF THE
 AX1310'TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 AX1310'STAMPED Z 783 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2119 ***********************************************************************
 AX2119  DESIGNATION -  Z 784
 AX2119  PID         -  AX2119
 AX2119  STATE/COUNTY-  TX/CALDWELL
 AX2119  USGS QUAD   -  DALE (1981)
 AX2119
 AX2119                         *CURRENT SURVEY CONTROL
 AX2119  ___________________________________________________________________
 AX2119* NAD 83(1986)-  29 55 43.     (N)    097 31 33.     (W)     SCALED    
 AX2119* NAVD 88     -       152.56   (+/-2cm)     500.5    (feet)  VERTCON   
 AX2119  ___________________________________________________________________
 AX2119  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2119
 AX2119  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2119
 AX2119.The horizontal coordinates were scaled from a topographic map and have
 AX2119.an estimated accuracy of +/- 6 seconds.
 AX2119
 AX2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2119.The vertical order pertains to the NGVD 29 superseded value.
 AX2119
 AX2119.The geoid height was determined by GEOID03.
 AX2119
 AX2119;                    North         East    Units  Estimated Accuracy
 AX2119;SPC TXSC     - 4,233,110.      742,320.      MT  (+/- 180 meters Scaled)
 AX2119
 AX2119                          SUPERSEDED SURVEY CONTROL
 AX2119
 AX2119  NGVD 29 (??/??/92)  152.486  (m)          500.28   (f) ADJ UNCH    1 2
 AX2119
 AX2119.Superseded values are not recommended for survey control.
 AX2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2119.See file dsdata.txt to determine how the superseded data were derived.
 AX2119
 AX2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU422117(NAD 83)
 AX2119_MARKER: DB = BENCH MARK DISK
 AX2119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2119_SP_SET: CULVERT
 AX2119_STAMPING: Z 784 1943
 AX2119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2119+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2119
 AX2119  HISTORY     - Date     Condition        Report By
 AX2119  HISTORY     - 1943     MONUMENTED       CGS
 AX2119  HISTORY     - 19990925 GOOD             USPSQD
 AX2119  HISTORY     - 20060429 GOOD             USPSQD
 AX2119
 AX2119                          STATION DESCRIPTION
 AX2119
 AX2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2119'2.3 MI E FROM DALE.
 AX2119'2.3 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2119'STATION AT DALE, 0.2 MILE WEST OF A ROAD CROSSING, AT A CONCRETE
 AX2119'CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 15 FEET
 AX2119'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 AX2119'TRACK.  A STANDARD DISK, STAMPED Z 784 1943.
 AX2119
 AX2119                          STATION RECOVERY (1999)
 AX2119
 AX2119'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2119'RECOVERED IN GOOD CONDITION.
 AX2119
 AX2119                          STATION RECOVERY (2006)
 AX2119
 AX2119'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMW)
 AX2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2149 ***********************************************************************
 AX2149  DESIGNATION -  Z 785
 AX2149  PID         -  AX2149
 AX2149  STATE/COUNTY-  TX/CALDWELL
 AX2149  USGS QUAD   -  UHLAND (1994)
 AX2149
 AX2149                         *CURRENT SURVEY CONTROL
 AX2149  ___________________________________________________________________
 AX2149* NAD 83(1986)-  29 52 47.     (N)    097 50 56.     (W)     SCALED    
 AX2149* NAVD 88     -       172.33   (+/-2cm)     565.4    (feet)  VERTCON   
 AX2149  ___________________________________________________________________
 AX2149  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AX2149
 AX2149  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2149
 AX2149.The horizontal coordinates were scaled from a topographic map and have
 AX2149.an estimated accuracy of +/- 6 seconds.
 AX2149
 AX2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2149.The vertical order pertains to the NGVD 29 superseded value.
 AX2149
 AX2149.The geoid height was determined by GEOID03.
 AX2149
 AX2149;                    North         East    Units  Estimated Accuracy
 AX2149;SPC TXSC     - 4,227,340.      711,190.      MT  (+/- 180 meters Scaled)
 AX2149
 AX2149                          SUPERSEDED SURVEY CONTROL
 AX2149
 AX2149  NGVD 29 (??/??/92)  172.243  (m)          565.10   (f) ADJ UNCH    1 2
 AX2149
 AX2149.Superseded values are not recommended for survey control.
 AX2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2149.See file dsdata.txt to determine how the superseded data were derived.
 AX2149
 AX2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU111060(NAD 83)
 AX2149_MARKER: DB = BENCH MARK DISK
 AX2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2149_STAMPING: Z 785 1943
 AX2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2149+STABILITY: SURFACE MOTION
 AX2149
 AX2149  HISTORY     - Date     Condition        Report By
 AX2149  HISTORY     - 1943     MONUMENTED       CGS
 AX2149  HISTORY     - 1959     GOOD             NGS
 AX2149  HISTORY     - 19930808 GOOD             USPSQD
 AX2149  HISTORY     - 19990925 GOOD             USPSQD
 AX2149  HISTORY     - 20060429 GOOD             USPSQD
 AX2149
 AX2149                          STATION DESCRIPTION
 AX2149
 AX2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2149'IN REEDVILLE.
 AX2149'AT REEDVILLE, ABOUT 500 FEET EAST OF THE MISSOURI-KANSAS-TEXAS
 AX2149'RAILROAD STATION, ABOUT 200 FEET NORTHWEST ACROSS THE TRACK FROM
 AX2149'MILLEPOST 47, 50 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 4
 AX2149'FEET EAST OF A POLE, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 AX2149'1.5 FEET LOWER THAN THE MAIN TRACK.  A STANDARD DISK, STAMPED Z 785
 AX2149'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX2149'GROUND.
 AX2149
 AX2149                          STATION RECOVERY (1993)
 AX2149
 AX2149'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2149'RECOVERED IN GOOD CONDITION.
 AX2149
 AX2149                          STATION RECOVERY (1999)
 AX2149
 AX2149'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2149'RECOVERED IN GOOD CONDITION.
 AX2149
 AX2149                          STATION RECOVERY (2006)
 AX2149
 AX2149'RECOVERY NOTE BY US POWER SQUADRON 2006 (PDM)
 AX2149'POST LEANS SLIGHTLY.  POLE AND FENCE ARE GONE AND MILEPOST 47 HAS BEEN
 AX2149'MOVED TO NORTH SIDE OF TRACKS.  MARK IS ABOUT 350 FEET EAST ALONG THE
 AX2149'TRACKS FROM THE INTERSECTION OF TRACKS AND COUNTY ROAD 173. IT IS ONLY
 AX2149'MARGINALLY GPS'ABLE BECAUSE OF A SMALL TREE GROWING NEXT TO POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2252 ***********************************************************************
 AX2252  DESIGNATION -  Z 786
 AX2252  PID         -  AX2252
 AX2252  STATE/COUNTY-  TX/GUADALUPE
 AX2252  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2252
 AX2252                         *CURRENT SURVEY CONTROL
 AX2252  ___________________________________________________________________
 AX2252* NAD 83(1986)-  29 45 50.     (N)    097 59 03.     (W)     SCALED    
 AX2252* NAVD 88     -       177.03   (+/-2cm)     580.8    (feet)  VERTCON   
 AX2252  ___________________________________________________________________
 AX2252  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AX2252
 AX2252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2252
 AX2252.The horizontal coordinates were scaled from a topographic map and have
 AX2252.an estimated accuracy of +/- 6 seconds.
 AX2252
 AX2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2252.The vertical order pertains to the NGVD 29 superseded value.
 AX2252
 AX2252.The geoid height was determined by GEOID03.
 AX2252
 AX2252;                    North         East    Units  Estimated Accuracy
 AX2252;SPC TXSC     - 4,214,390.      698,230.      MT  (+/- 180 meters Scaled)
 AX2252
 AX2252                          SUPERSEDED SURVEY CONTROL
 AX2252
 AX2252  NGVD 29 (??/??/92)  176.958  (m)          580.57   (f) ADJ UNCH    2 0
 AX2252
 AX2252.Superseded values are not recommended for survey control.
 AX2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2252.See file dsdata.txt to determine how the superseded data were derived.
 AX2252
 AX2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT982930(NAD 83)
 AX2252_MARKER: DB = BENCH MARK DISK
 AX2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2252_SP_SET: CONCRETE POST
 AX2252_STAMPING: Z 786 1943
 AX2252_MARK LOGO: CGS   
 AX2252_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2252+STABILITY: SURFACE MOTION
 AX2252
 AX2252  HISTORY     - Date     Condition        Report By
 AX2252  HISTORY     - 1943     MONUMENTED       CGS
 AX2252  HISTORY     - 1959     GOOD             DOD
 AX2252  HISTORY     - 1988     GOOD             USPSQD
 AX2252  HISTORY     - 19930203 GOOD             USPSQD
 AX2252  HISTORY     - 19990925 GOOD             USPSQD
 AX2252  HISTORY     - 20030517 GOOD             USPSQD
 AX2252
 AX2252                          STATION DESCRIPTION
 AX2252
 AX2252'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2252'4.8 MI SE FROM HUNTER.
 AX2252'IN GUADALUPE COUNTY, 4.8 MILES SOUTHEAST ALONG THE ZORN ROAD FROM THE
 AX2252'INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT HUNTER, COMAL COUNTY,
 AX2252'2.6 MILES WEST OF THE CROSSROADS AT ZORN, GUADALUPE COUNTY, 0.25 MILE
 AX2252'SOUTH OF A T-ROAD JUNCTION, ON THE OUTSIDE OF A SMALL CURVE IN THE
 AX2252'ROAD, 37 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF
 AX2252'A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 AX2252'ROAD.  THE CONCRETE POST PROJECTS 0.5 FOOT ABOVE GROUND.  NOTE-- THE
 AX2252'MARK IS 107 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD AT THE
 AX2252'TREE LINE TO THE SOUTHWEST.
 AX2252
 AX2252                          STATION RECOVERY (1988)
 AX2252
 AX2252'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2252'RECOVERED IN GOOD CONDITION.
 AX2252
 AX2252                          STATION RECOVERY (1993)
 AX2252
 AX2252'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2252'RECOVERED IN GOOD CONDITION.
 AX2252
 AX2252                          STATION RECOVERY (1999)
 AX2252
 AX2252'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2252'RECOVERED IN GOOD CONDITION.
 AX2252
 AX2252                          STATION RECOVERY (2003)
 AX2252
 AX2252'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2242 ***********************************************************************
 AX2242  DESIGNATION -  Z 787
 AX2242  PID         -  AX2242
 AX2242  STATE/COUNTY-  TX/CALDWELL
 AX2242  USGS QUAD   -  MARTINDALE (1994)
 AX2242
 AX2242                         *CURRENT SURVEY CONTROL
 AX2242  ___________________________________________________________________
 AX2242* NAD 83(1986)-  29 46 57.     (N)    097 49 51.     (W)     SCALED    
 AX2242* NAVD 88     -       144.20   (+/-2cm)     473.1    (feet)  VERTCON   
 AX2242  ___________________________________________________________________
 AX2242  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2242
 AX2242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2242
 AX2242.The horizontal coordinates were scaled from a topographic map and have
 AX2242.an estimated accuracy of +/- 6 seconds.
 AX2242
 AX2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2242.The vertical order pertains to the NGVD 29 superseded value.
 AX2242
 AX2242.The geoid height was determined by GEOID03.
 AX2242
 AX2242;                    North         East    Units  Estimated Accuracy
 AX2242;SPC TXSC     - 4,216,590.      713,040.      MT  (+/- 180 meters Scaled)
 AX2242
 AX2242                          SUPERSEDED SURVEY CONTROL
 AX2242
 AX2242  NGVD 29 (??/??/92)  144.126  (m)          472.85   (f) ADJ UNCH    2 0
 AX2242
 AX2242.Superseded values are not recommended for survey control.
 AX2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2242.See file dsdata.txt to determine how the superseded data were derived.
 AX2242
 AX2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT130952(NAD 83)
 AX2242_MARKER: DB = BENCH MARK DISK
 AX2242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2242_SP_SET: DAM
 AX2242_STAMPING: Z 787 1943
 AX2242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2242
 AX2242  HISTORY     - Date     Condition        Report By
 AX2242  HISTORY     - 1943     MONUMENTED       CGS
 AX2242  HISTORY     - 1959     MARK NOT FOUND   DOD
 AX2242  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2242  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2242  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2242
 AX2242                          STATION DESCRIPTION
 AX2242
 AX2242'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2242'0.5 MI N FROM STAPLES.
 AX2242'IN CALDWELL COUNTY, 0.5 MILE NORTH ALONG A GRADED ROAD FROM THE TOWN
 AX2242'WATER TANK AT STAPLES, GUADALUPE COUNTY, AT A DAM ACROSS GUADALUPE
 AX2242'RIVER, IN THE TOP OF THE EAST WING WALL, 51 FEET WEST OF THE
 AX2242'CENTERLINE OF THE ROAD, 16 FEET NORTH OF THE SOUTH END OF THE WING
 AX2242'WALL, AND LEVEL WITH THE ROAD.  NOTE-- THE HIGHWAY HAS BEEN RELOCATED
 AX2242'AND THE MARK WAS PROBABLY DESTROYED.
 AX2242
 AX2242                          STATION RECOVERY (1988)
 AX2242
 AX2242'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2242'MARK NOT FOUND.
 AX2242
 AX2242                          STATION RECOVERY (1993)
 AX2242
 AX2242'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2242'MARK NOT FOUND.
 AX2242
 AX2242                          STATION RECOVERY (1999)
 AX2242
 AX2242'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2188 ***********************************************************************
 AX2188  DESIGNATION -  Z 788
 AX2188  PID         -  AX2188
 AX2188  STATE/COUNTY-  TX/CALDWELL
 AX2188  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2188
 AX2188                         *CURRENT SURVEY CONTROL
 AX2188  ___________________________________________________________________
 AX2188* NAD 83(1986)-  29 46 33.     (N)    097 40 52.     (W)     SCALED    
 AX2188* NAVD 88     -       133.64   (+/-2cm)     438.5    (feet)  VERTCON   
 AX2188  ___________________________________________________________________
 AX2188  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2188
 AX2188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2188
 AX2188.The horizontal coordinates were scaled from a topographic map and have
 AX2188.an estimated accuracy of +/- 6 seconds.
 AX2188
 AX2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2188.The vertical order pertains to the NGVD 29 superseded value.
 AX2188
 AX2188.The geoid height was determined by GEOID03.
 AX2188
 AX2188;                    North         East    Units  Estimated Accuracy
 AX2188;SPC TXSC     - 4,216,000.      727,520.      MT  (+/- 180 meters Scaled)
 AX2188
 AX2188                          SUPERSEDED SURVEY CONTROL
 AX2188
 AX2188  NGVD 29 (??/??/92)  133.575  (m)          438.24   (f) ADJ UNCH    2 0
 AX2188
 AX2188.Superseded values are not recommended for survey control.
 AX2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2188.See file dsdata.txt to determine how the superseded data were derived.
 AX2188
 AX2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT274946(NAD 83)
 AX2188_MARKER: DB = BENCH MARK DISK
 AX2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2188_STAMPING: Z 788 1943
 AX2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2188+STABILITY: SURFACE MOTION
 AX2188
 AX2188  HISTORY     - Date     Condition        Report By
 AX2188  HISTORY     - 1943     MONUMENTED       CGS
 AX2188  HISTORY     - 1959     GOOD             DOD
 AX2188  HISTORY     - 19870714 MARK NOT FOUND   USPSQD
 AX2188  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2188  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2188  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2188  HISTORY     - 20050222 MARK NOT FOUND   USPSQD
 AX2188  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 AX2188
 AX2188                          STATION DESCRIPTION
 AX2188
 AX2188'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2188'0.5 MI N FROM JOLIET.
 AX2188'0.5 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE GRADE SCHOOL AT JOLIET,
 AX2188'CALDWELL COUNTY, AT THE MINERAL SPRINGS CHURCH, IN THE SOUTHWEST
 AX2188'CORNER OF THE CHURCHYARD, AT A ROAD INTERSECTION, 105 FEET NORTH OF
 AX2188'THE CENTER OF THE INTERSECTION, 60 FEET SOUTHWEST OF THE SOUTHWEST
 AX2188'CORNER OF THE CHURCH, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3
 AX2188'FEET NORTH OF A RIGHT-OF-WAY MARKER, 3 FEET SOUTH OF A WHITE WOODEN
 AX2188'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY. NOTE-- THE
 AX2188'MARK IS 87 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH, AND
 AX2188'117 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD TO THE
 AX2188'WEST-SOUTHWEST AT THE EXTENDED WEST EDGE OF THE NORTH-NORTHWEST-AND
 AX2188'SOUTH-SOUTHEAST HIGHWAY.
 AX2188
 AX2188                          STATION RECOVERY (1987)
 AX2188
 AX2188'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX2188'MARK NOT FOUND.
 AX2188
 AX2188                          STATION RECOVERY (1990)
 AX2188
 AX2188'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2188'MARK NOT FOUND.
 AX2188
 AX2188                          STATION RECOVERY (1993)
 AX2188
 AX2188'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2188'MARK NOT FOUND.
 AX2188
 AX2188                          STATION RECOVERY (1999)
 AX2188
 AX2188'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2188'MARK NOT FOUND.
 AX2188
 AX2188                          STATION RECOVERY (2005)
 AX2188
 AX2188'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2188'MARK NOT FOUND.
 AX2188
 AX2188                          STATION RECOVERY (2006)
 AX2188
 AX2188'RECOVERY NOTE BY US POWER SQUADRON 2006 (GS)
 AX2188'CHURCH REBUILT IN 1980
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2168 ***********************************************************************
 AX2168  DESIGNATION -  Z 789
 AX2168  PID         -  AX2168
 AX2168  STATE/COUNTY-  TX/CALDWELL
 AX2168  USGS QUAD   -  DALE (1981)
 AX2168
 AX2168                         *CURRENT SURVEY CONTROL
 AX2168  ___________________________________________________________________
 AX2168* NAD 83(1986)-  29 53 52.     (N)    097 32 12.     (W)     SCALED    
 AX2168* NAVD 88     -       151.03   (+/-2cm)     495.5    (feet)  VERTCON   
 AX2168  ___________________________________________________________________
 AX2168  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2168
 AX2168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2168
 AX2168.The horizontal coordinates were scaled from a topographic map and have
 AX2168.an estimated accuracy of +/- 6 seconds.
 AX2168
 AX2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2168.The vertical order pertains to the NGVD 29 superseded value.
 AX2168
 AX2168.The geoid height was determined by GEOID03.
 AX2168
 AX2168;                    North         East    Units  Estimated Accuracy
 AX2168;SPC TXSC     - 4,229,680.      741,320.      MT  (+/- 180 meters Scaled)
 AX2168
 AX2168                          SUPERSEDED SURVEY CONTROL
 AX2168
 AX2168  NGVD 29 (??/??/92)  150.961  (m)          495.28   (f) ADJ UNCH    2 0
 AX2168
 AX2168.Superseded values are not recommended for survey control.
 AX2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2168.See file dsdata.txt to determine how the superseded data were derived.
 AX2168
 AX2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU412083(NAD 83)
 AX2168_MARKER: DB = BENCH MARK DISK
 AX2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2168_STAMPING: Z 789 1943
 AX2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2168+STABILITY: SURFACE MOTION
 AX2168
 AX2168  HISTORY     - Date     Condition        Report By
 AX2168  HISTORY     - 1943     MONUMENTED       CGS
 AX2168  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2168  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 AX2168
 AX2168                          STATION DESCRIPTION
 AX2168
 AX2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2168'3 MI SE FROM DALE.
 AX2168'3.0 MILES SOUTHEAST ALONG A GRADED ROAD LEADING TO MCMAHAN FROM THE
 AX2168'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT DALE, CALDWELL
 AX2168'COUNTY, AT THE TOP OF A SMALL HILL, ABOUT 150 FEET NORTHWEST OF THE
 AX2168'CREST OF THE HILL, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1
 AX2168'FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHEAST OF A WHITE
 AX2168'WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.  A
 AX2168'STANDARD DISK, STAMPED Z 789 1943 AND SET IN THE TOP OF A CONCRETE
 AX2168'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2168
 AX2168                          STATION RECOVERY (1999)
 AX2168
 AX2168'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2168'MARK NOT FOUND.
 AX2168
 AX2168                          STATION RECOVERY (2006)
 AX2168
 AX2168'RECOVERY NOTE BY US POWER SQUADRON 2006 (WBM)
 AX2168'NO APPARENT CHANGE IN THE LANDSCAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0214 ***********************************************************************
 AZ0214  DESIGNATION -  Z 79
 AZ0214  PID         -  AZ0214
 AZ0214  STATE/COUNTY-  TX/VAL VERDE
 AZ0214  USGS QUAD   -  ROUGH CANYON (1972)
 AZ0214
 AZ0214                         *CURRENT SURVEY CONTROL
 AZ0214  ___________________________________________________________________
 AZ0214* NAD 83(1986)-  29 30 46.     (N)    100 54 27.     (W)     SCALED    
 AZ0214* NAVD 88     -       352.188  (meters)    1155.47   (feet)  POSTED    
 AZ0214  ___________________________________________________________________
 AZ0214  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AZ0214  DYNAMIC HT  -         351.680 (meters)    1153.80  (feet)  COMP
 AZ0214  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AZ0214
 AZ0214  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0214
 AZ0214.The horizontal coordinates were scaled from a topographic map and have
 AZ0214.an estimated accuracy of +/- 6 seconds.
 AZ0214
 AZ0214.The orthometric height was determined by differential leveling
 AZ0214.and adjusted by the National Geodetic Survey in 1992..
 AZ0214.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0214.rate of 0.0 thru 1.0 mm/km.
 AZ0214
 AZ0214.The geoid height was determined by GEOID03.
 AZ0214
 AZ0214.The dynamic height is computed by dividing the NAVD 88
 AZ0214.geopotential number by the normal gravity value computed on the
 AZ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0214.degrees latitude (g = 980.6199 gals.).
 AZ0214
 AZ0214.The modeled gravity was interpolated from observed gravity values.
 AZ0214
 AZ0214;                    North         East    Units  Estimated Accuracy
 AZ0214;SPC TXSC     - 4,187,640.      415,090.      MT  (+/- 180 meters Scaled)
 AZ0214
 AZ0214                          SUPERSEDED SURVEY CONTROL
 AZ0214
 AZ0214  NGVD 29 (??/??/92)  352.150  (m)         1155.35   (f) ADJ UNCH    1 2
 AZ0214
 AZ0214.Superseded values are not recommended for survey control.
 AZ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0214.See file dsdata.txt to determine how the superseded data were derived.
 AZ0214
 AZ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT151663(NAD 83)
 AZ0214_MARKER: DB = BENCH MARK DISK
 AZ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0214_STAMPING: 1155.345 Z 79 1931
 AZ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0214+STABILITY: SURFACE MOTION
 AZ0214
 AZ0214  HISTORY     - Date     Condition        Report By
 AZ0214  HISTORY     - 1931     MONUMENTED       CGS
 AZ0214  HISTORY     - 1972     GOOD             USGS
 AZ0214  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0214
 AZ0214                          STATION DESCRIPTION
 AZ0214
 AZ0214'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AZ0214'10.5 MI N FROM DEL RIO.
 AZ0214'10.5 MILES NORTH ALONG U.S. HWY. 277 FROM DEL RIO, VAL VERDE COUNTY,
 AZ0214'THENCE 0.25 MILES SOUTH ALONG OLD HIGHWAY WHICH IS NOW ACCESS TO
 AZ0214'AMISTAD RESERVOIR, AT THE TOP OF A HILL, 62.3 FEET WEST OF THE OLD
 AZ0214'HIGHWAY.  A STANDARD DISK, STAMPED 1155.345 Z 79 1931 AND SET IN THE
 AZ0214'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT.
 AZ0214
 AZ0214                          STATION RECOVERY (1981)
 AZ0214
 AZ0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2272 ***********************************************************************
 AX2272  DESIGNATION -  Z 790
 AX2272  PID         -  AX2272
 AX2272  STATE/COUNTY-  TX/GUADALUPE
 AX2272  USGS QUAD   -  GERONIMO (1994)
 AX2272
 AX2272                         *CURRENT SURVEY CONTROL
 AX2272  ___________________________________________________________________
 AX2272* NAD 83(1986)-  29 38 29.     (N)    097 58 01.     (W)     SCALED    
 AX2272* NAVD 88     -       176.98   (+/-2cm)     580.6    (feet)  VERTCON   
 AX2272  ___________________________________________________________________
 AX2272  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AX2272
 AX2272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2272
 AX2272.The horizontal coordinates were scaled from a topographic map and have
 AX2272.an estimated accuracy of +/- 6 seconds.
 AX2272
 AX2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2272.The vertical order pertains to the NGVD 29 superseded value.
 AX2272
 AX2272.The geoid height was determined by GEOID03.
 AX2272
 AX2272;                    North         East    Units  Estimated Accuracy
 AX2272;SPC TXSC     - 4,200,820.      700,020.      MT  (+/- 180 meters Scaled)
 AX2272
 AX2272                          SUPERSEDED SURVEY CONTROL
 AX2272
 AX2272  NGVD 29 (??/??/92)  176.91   (m)          580.4    (f) COMPUTED    2 0
 AX2272
 AX2272.Superseded values are not recommended for survey control.
 AX2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2272.See file dsdata.txt to determine how the superseded data were derived.
 AX2272
 AX2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT999794(NAD 83)
 AX2272_MARKER: DB = BENCH MARK DISK
 AX2272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2272_SP_SET: CULVERT
 AX2272_STAMPING: Z 790 1943
 AX2272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2272
 AX2272  HISTORY     - Date     Condition        Report By
 AX2272  HISTORY     - 1943     MONUMENTED       CGS
 AX2272  HISTORY     - 19930808 GOOD             USPSQD
 AX2272  HISTORY     - 19990925 GOOD             USPSQD
 AX2272  HISTORY     - 20030517 GOOD             USPSQD
 AX2272
 AX2272                          STATION DESCRIPTION
 AX2272
 AX2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2272'1.4 MI S FROM GERONIMO.
 AX2272'TO REACH FROM THE POST-OFFICE AT GERONIMO, PROCEED SOUTHERLY ON STATE
 AX2272'HIGHWAY NUMBER 123 AND GO 1.4 MILES TO A LARGE CONCRETE CULVERT AND
 AX2272'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE
 AX2272'NORTH END OF THE EAST HEADWALL OF THE CULVERT, IT IS 15 FEET EAST OF
 AX2272'AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX2272
 AX2272                          STATION RECOVERY (1993)
 AX2272
 AX2272'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2272'RECOVERED IN GOOD CONDITION.
 AX2272
 AX2272                          STATION RECOVERY (1999)
 AX2272
 AX2272'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2272'RECOVERED IN GOOD CONDITION.
 AX2272
 AX2272                          STATION RECOVERY (2003)
 AX2272
 AX2272'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX2272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0985 ***********************************************************************
 AJ0985  DESIGNATION -  Z 791
 AJ0985  PID         -  AJ0985
 AJ0985  STATE/COUNTY-  TX/ZAPATA
 AJ0985  USGS QUAD   -  ARROYO SALADO EAST (1980)
 AJ0985
 AJ0985                         *CURRENT SURVEY CONTROL
 AJ0985  ___________________________________________________________________
 AJ0985* NAD 83(1986)-  27 08 06.     (N)    099 17 32.     (W)     SCALED    
 AJ0985* NAVD 88     -       159.181  (meters)     522.25   (feet)  ADJUSTED  
 AJ0985  ___________________________________________________________________
 AJ0985  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AJ0985  DYNAMIC HT  -         158.924 (meters)     521.40  (feet)  COMP
 AJ0985  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 AJ0985
 AJ0985  VERT ORDER  -  SECOND    CLASS 0
 AJ0985
 AJ0985.The horizontal coordinates were scaled from a topographic map and have
 AJ0985.an estimated accuracy of +/- 6 seconds.
 AJ0985
 AJ0985.The orthometric height was determined by differential leveling
 AJ0985.and adjusted by the National Geodetic Survey in June 1991..
 AJ0985
 AJ0985.The geoid height was determined by GEOID03.
 AJ0985
 AJ0985.The dynamic height is computed by dividing the NAVD 88
 AJ0985.geopotential number by the normal gravity value computed on the
 AJ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0985.degrees latitude (g = 980.6199 gals.).
 AJ0985
 AJ0985.The modeled gravity was interpolated from observed gravity values.
 AJ0985
 AJ0985;                    North         East    Units  Estimated Accuracy
 AJ0985;SPC TX S     - 5,162,930.      221,470.      MT  (+/- 180 meters Scaled)
 AJ0985
 AJ0985                          SUPERSEDED SURVEY CONTROL
 AJ0985
 AJ0985  NGVD 29 (??/??/92)  159.224  (m)          522.39   (f) ADJ UNCH    2 0
 AJ0985
 AJ0985.Superseded values are not recommended for survey control.
 AJ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0985.See file dsdata.txt to determine how the superseded data were derived.
 AJ0985
 AJ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR710014(NAD 83)
 AJ0985_MARKER: DB = BENCH MARK DISK
 AJ0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0985_STAMPING: Z 791 1943
 AJ0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0985+STABILITY: SURFACE MOTION
 AJ0985
 AJ0985  HISTORY     - Date     Condition        Report By
 AJ0985  HISTORY     - 1943     MONUMENTED       CGS
 AJ0985  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0985
 AJ0985                          STATION DESCRIPTION
 AJ0985
 AJ0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0985'12.6 MI NE FROM SAN YGNACIO.
 AJ0985'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 12.6 MILES
 AJ0985'NORTHEASTERLY ALONG A GRAVEL ROAD TO THE TOP OF A SMALL HILL AND SITE
 AJ0985'OF BENCH MARK.  BENCH MARK IS 0.5 MILE NORTHEAST OF TWO CATTLE GUARDS.
 AJ0985'IT IS 20.0 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0985'CENTERLINE OF ROAD.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH
 AJ0985'WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AJ0985
 AJ0985                          STATION RECOVERY (1975)
 AJ0985
 AJ0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0909 ***********************************************************************
 AJ0909  DESIGNATION -  Z 793
 AJ0909  PID         -  AJ0909
 AJ0909  STATE/COUNTY-  TX/WEBB
 AJ0909  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0909
 AJ0909                         *CURRENT SURVEY CONTROL
 AJ0909  ___________________________________________________________________
 AJ0909* NAD 83(1986)-  27 19 22.     (N)    099 16 43.     (W)     SCALED    
 AJ0909* NAVD 88     -       131.642  (meters)     431.90   (feet)  ADJUSTED  
 AJ0909  ___________________________________________________________________
 AJ0909  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AJ0909  DYNAMIC HT  -         131.432 (meters)     431.21  (feet)  COMP
 AJ0909  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 AJ0909
 AJ0909  VERT ORDER  -  SECOND    CLASS 0
 AJ0909
 AJ0909.The horizontal coordinates were scaled from a topographic map and have
 AJ0909.an estimated accuracy of +/- 6 seconds.
 AJ0909
 AJ0909.The orthometric height was determined by differential leveling
 AJ0909.and adjusted by the National Geodetic Survey in June 1991..
 AJ0909
 AJ0909.The geoid height was determined by GEOID03.
 AJ0909
 AJ0909.The dynamic height is computed by dividing the NAVD 88
 AJ0909.geopotential number by the normal gravity value computed on the
 AJ0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0909.degrees latitude (g = 980.6199 gals.).
 AJ0909
 AJ0909.The modeled gravity was interpolated from observed gravity values.
 AJ0909
 AJ0909;                    North         East    Units  Estimated Accuracy
 AJ0909;SPC TX S     - 5,183,720.      222,950.      MT  (+/- 180 meters Scaled)
 AJ0909
 AJ0909                          SUPERSEDED SURVEY CONTROL
 AJ0909
 AJ0909  NGVD 29 (??/??/92)  131.701  (m)          432.09   (f) ADJ UNCH    2 0
 AJ0909
 AJ0909.Superseded values are not recommended for survey control.
 AJ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0909.See file dsdata.txt to determine how the superseded data were derived.
 AJ0909
 AJ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR724222(NAD 83)
 AJ0909_MARKER: DB = BENCH MARK DISK
 AJ0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0909_STAMPING: Z 793 1943
 AJ0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0909+STABILITY: SURFACE MOTION
 AJ0909
 AJ0909  HISTORY     - Date     Condition        Report By
 AJ0909  HISTORY     - 1943     MONUMENTED       CGS
 AJ0909  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0909
 AJ0909                          STATION DESCRIPTION
 AJ0909
 AJ0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0909'22.0 MI SW FROM AGUILARES.
 AJ0909'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD AND THE PIPE LINE
 AJ0909'ROAD, (11.8 MILES SOUTH OF AGUILARES) PROCEED 1.2 MILE NORTHWESTERLY
 AJ0909'ALONG THE PIPE-LINE ROAD TO A GATE ACROSS ROAD, THENCE TURN WEST
 AJ0909'THROUGH ANOTHER GATE, (LEFT) FOLLOW A WINDING DIRT ROAD 9.0 MILES
 AJ0909'WESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 45.0 YARDS
 AJ0909'SOUTHWEST OF THE SOUTH END OF A LARGE EARTH DAM.  IT IS 12.0 FEET
 AJ0909'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF DIRT
 AJ0909'ROAD.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN
 AJ0909'MARKER POST AND PROJECTS 0.2 FOOT.
 AJ0909
 AJ0909                          STATION RECOVERY (1975)
 AJ0909
 AJ0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0861 ***********************************************************************
 AJ0861  DESIGNATION -  Z 795
 AJ0861  PID         -  AJ0861
 AJ0861  STATE/COUNTY-  TX/WEBB
 AJ0861  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0861
 AJ0861                         *CURRENT SURVEY CONTROL
 AJ0861  ___________________________________________________________________
 AJ0861* NAD 83(1986)-  27 29 38.     (N)    099 28 13.     (W)     SCALED    
 AJ0861* NAVD 88     -       121.874  (meters)     399.85   (feet)  ADJUSTED  
 AJ0861  ___________________________________________________________________
 AJ0861  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AJ0861  DYNAMIC HT  -         121.681 (meters)     399.22  (feet)  COMP
 AJ0861  MODELED GRAV-     979,068.0   (mgal)                       NAVD 88
 AJ0861
 AJ0861  VERT ORDER  -  FIRST     CLASS II
 AJ0861
 AJ0861.The horizontal coordinates were scaled from a topographic map and have
 AJ0861.an estimated accuracy of +/- 6 seconds.
 AJ0861
 AJ0861.The orthometric height was determined by differential leveling
 AJ0861.and adjusted by the National Geodetic Survey in June 1991..
 AJ0861
 AJ0861.The geoid height was determined by GEOID03.
 AJ0861
 AJ0861.The dynamic height is computed by dividing the NAVD 88
 AJ0861.geopotential number by the normal gravity value computed on the
 AJ0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0861.degrees latitude (g = 980.6199 gals.).
 AJ0861
 AJ0861.The modeled gravity was interpolated from observed gravity values.
 AJ0861
 AJ0861;                    North         East    Units  Estimated Accuracy
 AJ0861;SPC TX S     - 5,202,810.      204,130.      MT  (+/- 180 meters Scaled)
 AJ0861
 AJ0861                          SUPERSEDED SURVEY CONTROL
 AJ0861
 AJ0861  NGVD 29 (??/??/92)  121.897  (m)          399.92   (f) ADJ UNCH    1 2
 AJ0861
 AJ0861.Superseded values are not recommended for survey control.
 AJ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0861.See file dsdata.txt to determine how the superseded data were derived.
 AJ0861
 AJ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR535412(NAD 83)
 AJ0861_MARKER: DB = BENCH MARK DISK
 AJ0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0861_SP_SET: ABUTMENT
 AJ0861_STAMPING: Z 795 1943
 AJ0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0861
 AJ0861  HISTORY     - Date     Condition        Report By
 AJ0861  HISTORY     - 1943     MONUMENTED       CGS
 AJ0861  HISTORY     - 1957     GOOD             NGS
 AJ0861  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0861  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0861
 AJ0861                          STATION DESCRIPTION
 AJ0861
 AJ0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0861'3.6 MI SE FROM LAREDO.
 AJ0861'2.8 MILES SOUTHEAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION
 AJ0861'AT LAREDO, THENCE 0.8 MILE SOUTH ALONG U.S. HIGHWAY 83, 18 FEET WEST
 AJ0861'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF
 AJ0861'THE NORTH ABUTMENT OF A BRIDGE OVER CHACON CREEK.
 AJ0861
 AJ0861                          STATION RECOVERY (1981)
 AJ0861
 AJ0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0861'MARK NOT RECOVERED THIS DATE, NOTE, BRIDGE IS UNDER RECONSTRUCTION,
 AJ0861'DISK POSSIBLY COVERED OVER OR DESTROYED.
 AJ0861
 AJ0861                          STATION RECOVERY (1988)
 AJ0861
 AJ0861'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0294 ***********************************************************************
 AY0294  DESIGNATION -  Z 797
 AY0294  PID         -  AY0294
 AY0294  STATE/COUNTY-  TX/BEXAR
 AY0294  USGS QUAD   -  SOUTHTON (1992)
 AY0294
 AY0294                         *CURRENT SURVEY CONTROL
 AY0294  ___________________________________________________________________
 AY0294* NAD 83(1986)-  29 22 25.     (N)    098 28 27.     (W)     SCALED    
 AY0294* NAVD 88     -       175.635  (meters)     576.23   (feet)  ADJUSTED  
 AY0294  ___________________________________________________________________
 AY0294  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AY0294  DYNAMIC HT  -         175.379 (meters)     575.39  (feet)  COMP
 AY0294  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 AY0294
 AY0294  VERT ORDER  -  FIRST     CLASS II
 AY0294
 AY0294.The horizontal coordinates were scaled from a topographic map and have
 AY0294.an estimated accuracy of +/- 6 seconds.
 AY0294
 AY0294.The orthometric height was determined by differential leveling
 AY0294.and adjusted by the National Geodetic Survey in June 1991..
 AY0294.WARNING-Repeat measurements at this control monument indicate possible
 AY0294.vertical movement.
 AY0294
 AY0294.The geoid height was determined by GEOID03.
 AY0294
 AY0294.The dynamic height is computed by dividing the NAVD 88
 AY0294.geopotential number by the normal gravity value computed on the
 AY0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0294.degrees latitude (g = 980.6199 gals.).
 AY0294
 AY0294.The modeled gravity was interpolated from observed gravity values.
 AY0294
 AY0294;                    North         East    Units  Estimated Accuracy
 AY0294;SPC TXSC     - 4,170,820.      651,040.      MT  (+/- 180 meters Scaled)
 AY0294
 AY0294                          SUPERSEDED SURVEY CONTROL
 AY0294
 AY0294  NGVD 29 (??/??/92)  175.528  (m)          575.88   (f) ADJ UNCH    1 2
 AY0294
 AY0294.Superseded values are not recommended for survey control.
 AY0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0294.See file dsdata.txt to determine how the superseded data were derived.
 AY0294
 AY0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT510494(NAD 83)
 AY0294_MARKER: DB = BENCH MARK DISK
 AY0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0294_SP_SET: CULVERT
 AY0294_STAMPING: Z 797 1943
 AY0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0294
 AY0294  HISTORY     - Date     Condition        Report By
 AY0294  HISTORY     - 1943     MONUMENTED       CGS
 AY0294  HISTORY     - 1966     POOR             USGS
 AY0294  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0294
 AY0294                          STATION DESCRIPTION
 AY0294
 AY0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0294'1.1 MI S FROM SAN ANTONIO.
 AY0294'TO REACH FROM THE RIVERSIDE PARK SCHOOL IN SAN ANTONIO, PROCEED 1.1
 AY0294'MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD TO THE INTERSECTION
 AY0294'OF A SPUR LEADING TO THE SOUTHERN STEEL CO. AND SITE OF BENCH MARK.
 AY0294'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTHEAST END OF THE
 AY0294'SOUTHWEST HEADWALL OF A DOUBLE 3X9 FOOT CONCRETE BOX CULVERT UNDER
 AY0294'TRACK.  IT IS 25.0 FEET WEST OF A SWITCH BLOCK, 8.5 FEET SOUTHWEST OF
 AY0294'AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF TRACK. NOTE-- 15 TELEGRAPH
 AY0294'POLES SOUTHEAST OF MILE POST NO. 2.
 AY0294
 AY0294                          STATION RECOVERY (1966)
 AY0294
 AY0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0294'MARK RECOVERED IN POOR CONDITION.
 AY0294
 AY0294                          STATION RECOVERY (1995)
 AY0294
 AY0294'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0960 ***********************************************************************
 AJ0960  DESIGNATION -  Z 798
 AJ0960  PID         -  AJ0960
 AJ0960  STATE/COUNTY-  TX/ZAPATA
 AJ0960  USGS QUAD   -  ARROYO SALADO EAST (1980)
 AJ0960
 AJ0960                         *CURRENT SURVEY CONTROL
 AJ0960  ___________________________________________________________________
 AJ0960* NAD 83(1986)-  27 13 36.     (N)    099 21 06.     (W)     SCALED    
 AJ0960* NAVD 88     -       120.087  (meters)     393.99   (feet)  ADJUSTED  
 AJ0960  ___________________________________________________________________
 AJ0960  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AJ0960  DYNAMIC HT  -         119.894 (meters)     393.35  (feet)  COMP
 AJ0960  MODELED GRAV-     979,042.4   (mgal)                       NAVD 88
 AJ0960
 AJ0960  VERT ORDER  -  SECOND    CLASS 0
 AJ0960
 AJ0960.The horizontal coordinates were scaled from a topographic map and have
 AJ0960.an estimated accuracy of +/- 6 seconds.
 AJ0960
 AJ0960.The orthometric height was determined by differential leveling
 AJ0960.and adjusted by the National Geodetic Survey in June 1991..
 AJ0960
 AJ0960.The geoid height was determined by GEOID03.
 AJ0960
 AJ0960.The dynamic height is computed by dividing the NAVD 88
 AJ0960.geopotential number by the normal gravity value computed on the
 AJ0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0960.degrees latitude (g = 980.6199 gals.).
 AJ0960
 AJ0960.The modeled gravity was interpolated from observed gravity values.
 AJ0960
 AJ0960;                    North         East    Units  Estimated Accuracy
 AJ0960;SPC TX S     - 5,173,120.      215,650.      MT  (+/- 180 meters Scaled)
 AJ0960
 AJ0960                          SUPERSEDED SURVEY CONTROL
 AJ0960
 AJ0960  NGVD 29 (??/??/92)  120.177  (m)          394.28   (f) ADJ UNCH    2 0
 AJ0960
 AJ0960.Superseded values are not recommended for survey control.
 AJ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0960.See file dsdata.txt to determine how the superseded data were derived.
 AJ0960
 AJ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR651115(NAD 83)
 AJ0960_MARKER: DB = BENCH MARK DISK
 AJ0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0960_STAMPING: Z 798 1943
 AJ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0960+STABILITY: SURFACE MOTION
 AJ0960
 AJ0960  HISTORY     - Date     Condition        Report By
 AJ0960  HISTORY     - 1943     MONUMENTED       CGS
 AJ0960
 AJ0960                          STATION DESCRIPTION
 AJ0960
 AJ0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0960'14.95 MI NE FROM SAN YGNACIO.
 AJ0960'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A DIRT TRACK
 AJ0960'ROAD LEADING NORTHEAST FROM THE LA PERLA RANCH HOUSE (8.1 MILES NORTH
 AJ0960'OF THE NORTH JUNCTION OF U.S. HIGHWAY NO. 83 AND THE BUSINESS ROUTE OF
 AJ0960'U.S. HIGHWAY NO. 83 AT SAN YGNACIO), PROCEED 6.85 MILES NORTHEASTERLY
 AJ0960'ALONG A DIRT TRACK ROAD TO A WIRE GATE IN A FENCE LINE ON THE EAST
 AJ0960'SIDE OF THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 1.85 MILE
 AJ0960'NORTHEAST OF A FRAME RANCH CAMP AT A LAKE AND DIRT DAM.  IT IS 0.2
 AJ0960'MILE SOUTH OF A DEEP WASHED OUT CREEK, 7.0 FEET EAST OF AND ABOUT THE
 AJ0960'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 9.2 FEET SOUTH OF THE
 AJ0960'SOUTH GATE POST, 1.1 FOOT WEST OF A FENCE LINE RUNNING NORTH AND
 AJ0960'SOUTH.  MONUMENT IS 3.3 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER
 AJ0960'POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0142 ***********************************************************************
 AY0142  DESIGNATION -  Z 799
 AY0142  PID         -  AY0142
 AY0142  STATE/COUNTY-  TX/BEXAR
 AY0142  USGS QUAD   -  SCHERTZ (1992)
 AY0142
 AY0142                         *CURRENT SURVEY CONTROL
 AY0142  ___________________________________________________________________
 AY0142* NAD 83(1986)-  29 32 05.     (N)    098 17 21.     (W)     SCALED    
 AY0142* NAVD 88     -       230.47   (+/-2cm)     756.1    (feet)  VERTCON   
 AY0142  ___________________________________________________________________
 AY0142  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AY0142
 AY0142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0142
 AY0142.The horizontal coordinates were scaled from a topographic map and have
 AY0142.an estimated accuracy of +/- 6 seconds.
 AY0142
 AY0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0142.The vertical order pertains to the NGVD 29 superseded value.
 AY0142
 AY0142.The geoid height was determined by GEOID03.
 AY0142
 AY0142;                    North         East    Units  Estimated Accuracy
 AY0142;SPC TXSC     - 4,188,770.      668,890.      MT  (+/- 180 meters Scaled)
 AY0142
 AY0142                          SUPERSEDED SURVEY CONTROL
 AY0142
 AY0142  NGVD 29 (??/??/92)  230.369  (m)          755.80   (f) ADJ UNCH    2 0
 AY0142
 AY0142.Superseded values are not recommended for survey control.
 AY0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0142.See file dsdata.txt to determine how the superseded data were derived.
 AY0142
 AY0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT688674(NAD 83)
 AY0142_MARKER: DB = BENCH MARK DISK
 AY0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0142_SP_SET: COLUMN
 AY0142_STAMPING: Z 799 1943
 AY0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0142
 AY0142  HISTORY     - Date     Condition        Report By
 AY0142  HISTORY     - 1943     MONUMENTED       CGS
 AY0142  HISTORY     - 1945     GOOD             NGS
 AY0142  HISTORY     - 1988     GOOD             USPSQD
 AY0142  HISTORY     - 1989     GOOD             USPSQD
 AY0142  HISTORY     - 19990215 GOOD             USPSQD
 AY0142
 AY0142                          STATION DESCRIPTION
 AY0142
 AY0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0142'IN RANDOLPH FIELD.
 AY0142'BENCH MARK IS SET VERTICALLY IN THE NORTHWEST FACE OF THE NORTHEAST
 AY0142'COLUMN AT THE WEST CORNER OF HANGAR U AT RANDOLPH FIELD.  IT IS 125.0
 AY0142'FEET SOUTHEAST OF THE CIRCLE AT THE WEST CORNER OF HANGAR, 3.8 FEET
 AY0142'SOUTHWEST OF THE SOUTHEAST CORNER OF THE WEST ENTRANCE DOOR, 2.3 FEET
 AY0142'ABOVE THE PAVEMENT.  NOTE-- HANGAR U IS ALSO THE OPERATIONS BUILDING.
 AY0142
 AY0142                          STATION RECOVERY (1945)
 AY0142
 AY0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 AY0142'RECOVERED IN GOOD CONDITION.
 AY0142
 AY0142                          STATION RECOVERY (1988)
 AY0142
 AY0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0142'RECOVERED IN GOOD CONDITION.
 AY0142
 AY0142                          STATION RECOVERY (1989)
 AY0142
 AY0142'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0142'RECOVERED IN GOOD CONDITION.
 AY0142
 AY0142                          STATION RECOVERY (1999)
 AY0142
 AY0142'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0249 ***********************************************************************
 BN0249  DESIGNATION -  Z 80
 BN0249  PID         -  BN0249
 BN0249  STATE/COUNTY-  TX/MASON
 BN0249  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0249
 BN0249                         *CURRENT SURVEY CONTROL
 BN0249  ___________________________________________________________________
 BN0249* NAD 83(1986)-  30 37 07.     (N)    099 03 49.     (W)     SCALED    
 BN0249* NAVD 88     -       442.375  (meters)    1451.36   (feet)  ADJUSTED  
 BN0249  ___________________________________________________________________
 BN0249  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BN0249  DYNAMIC HT  -         441.777 (meters)    1449.40  (feet)  COMP
 BN0249  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 BN0249
 BN0249  VERT ORDER  -  FIRST     CLASS II
 BN0249
 BN0249.The horizontal coordinates were scaled from a topographic map and have
 BN0249.an estimated accuracy of +/- 6 seconds.
 BN0249
 BN0249.The orthometric height was determined by differential leveling
 BN0249.and adjusted by the National Geodetic Survey in June 1991..
 BN0249
 BN0249.The geoid height was determined by GEOID03.
 BN0249
 BN0249.The dynamic height is computed by dividing the NAVD 88
 BN0249.geopotential number by the normal gravity value computed on the
 BN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0249.degrees latitude (g = 980.6199 gals.).
 BN0249
 BN0249.The modeled gravity was interpolated from observed gravity values.
 BN0249
 BN0249;                    North         East    Units  Estimated Accuracy
 BN0249;SPC TX C     - 3,106,220.      821,730.      MT  (+/- 180 meters Scaled)
 BN0249
 BN0249                          SUPERSEDED SURVEY CONTROL
 BN0249
 BN0249  NGVD 29 (??/??/92)  442.332  (m)         1451.22   (f) ADJ UNCH    1 2
 BN0249
 BN0249.Superseded values are not recommended for survey control.
 BN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0249.See file dsdata.txt to determine how the superseded data were derived.
 BN0249
 BN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU939873(NAD 83)
 BN0249_MARKER: DB = BENCH MARK DISK
 BN0249_SETTING: 0 = UNSPECIFIED SETTING
 BN0249_STAMPING: Z 80 1931
 BN0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0249
 BN0249  HISTORY     - Date     Condition        Report By
 BN0249  HISTORY     - 1931     MONUMENTED       CGS
 BN0249  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0249  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0249  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 BN0249
 BN0249                          STATION DESCRIPTION
 BN0249
 BN0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0249'4.2 MI NW FROM LOYAL VALLEY.
 BN0249'14 MILES SOUTHEAST OF MASON, AND 4.2 MILES NORTHWEST OF THE VILLAGE OF
 BN0249'LOYAL VALLEY, ON THE NORTHEAST SIDE OF THE MASON-FREDERICKSBURG PAVED
 BN0249'HIGHWAY, NEAR THE BOTTOM OF A DIP WHICH THE ROAD MAKES BETWEEN TWO
 BN0249'HILLS, 14.8 MILES NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.35
 BN0249'MILES SOUTHWEST OF THE FENCE AND TELEPHONE LINES, AND 20 MILES
 BN0249'SOUTHEAST OF TELEPHONE POLE NO. 430, 6 INCHES ABOVE ROAD SURFACE.
 BN0249
 BN0249                          STATION RECOVERY (1991)
 BN0249
 BN0249'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0249'MARK NOT FOUND.
 BN0249
 BN0249                          STATION RECOVERY (1996)
 BN0249
 BN0249'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4263 ***********************************************************************
 AW4263  DESIGNATION -  Z 800
 AW4263  PID         -  AW4263
 AW4263  STATE/COUNTY-  TX/FORT BEND
 AW4263  USGS QUAD   -  BOLING (1980)
 AW4263
 AW4263                         *CURRENT SURVEY CONTROL
 AW4263  ___________________________________________________________________
 AW4263* NAD 83(1986)-  29 20 55.     (N)    095 55 10.     (W)     SCALED    
 AW4263* NAVD 88     -        23.02   (+/-2cm)      75.5    (feet)  VERTCON   
 AW4263  ___________________________________________________________________
 AW4263  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4263
 AW4263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4263
 AW4263.The horizontal coordinates were scaled from a topographic map and have
 AW4263.an estimated accuracy of +/- 6 seconds.
 AW4263
 AW4263.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4263.The vertical order pertains to the NGVD 29 superseded value.
 AW4263
 AW4263.The geoid height was determined by GEOID03.
 AW4263
 AW4263;                    North         East    Units  Estimated Accuracy
 AW4263;SPC TXSC     - 4,171,870.      899,080.      MT  (+/- 180 meters Scaled)
 AW4263
 AW4263                          SUPERSEDED SURVEY CONTROL
 AW4263
 AW4263  NGVD 29 (??/??/92)   23.021  (m)           75.53   (f) ADJ UNCH    2 0
 AW4263
 AW4263.Superseded values are not recommended for survey control.
 AW4263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4263.See file dsdata.txt to determine how the superseded data were derived.
 AW4263
 AW4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN165501(NAD 83)
 AW4263_MARKER: DB = BENCH MARK DISK
 AW4263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4263_STAMPING: Z 800 1943
 AW4263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4263+STABILITY: SURFACE MOTION
 AW4263
 AW4263  HISTORY     - Date     Condition        Report By
 AW4263  HISTORY     - 1943     MONUMENTED       CGS
 AW4263  HISTORY     - 19980207 GOOD             USPSQD
 AW4263
 AW4263                          STATION DESCRIPTION
 AW4263
 AW4263'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4263'8.1 MI SW FROM NEEDVILLE.
 AW4263'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 3.5 MILES
 AW4263'SOUTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS
 AW4263'ROAD (A POINT CALLED FOUR CORNERS OR MARLOW STORE), THENCE 1.7 MILE
 AW4263'NORTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AW4263'LEADING SOUTHWEST, THENCE 2.9 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO
 AW4263'SITE OF BENCH MARK.  BENCH MARK IS 0.05 MILE NORTHWEST OF AND ACROSS
 AW4263'THE ROAD FROM A SMALL FRAME NEGRO HOUSE.  IT IS 23.0 FEET NORTHEAST OF
 AW4263'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 2.3 FEET
 AW4263'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE. MONUMENT IS 2.5 FEET
 AW4263'NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT
 AW4263'ABOVE THE GROUND, AND SET IN A CONCRETE POST.
 AW4263
 AW4263                          STATION RECOVERY (1998)
 AW4263
 AW4263'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4396 ***********************************************************************
 AW4396  DESIGNATION -  Z 801
 AW4396  PID         -  AW4396
 AW4396  STATE/COUNTY-  TX/BRAZORIA
 AW4396  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4396
 AW4396                         *CURRENT SURVEY CONTROL
 AW4396  ___________________________________________________________________
 AW4396* NAD 83(1986)-  29 08 50.     (N)    095 40 05.     (W)     SCALED    
 AW4396* NAVD 88     -         9.66   (+/-2cm)      31.7    (feet)  VERTCON   
 AW4396  ___________________________________________________________________
 AW4396  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW4396
 AW4396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4396
 AW4396.The horizontal coordinates were scaled from a topographic map and have
 AW4396.an estimated accuracy of +/- 6 seconds.
 AW4396
 AW4396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4396.The vertical order pertains to the NGVD 29 superseded value.
 AW4396
 AW4396.The geoid height was determined by GEOID03.
 AW4396
 AW4396;                    North         East    Units  Estimated Accuracy
 AW4396;SPC TXSC     - 4,150,230.      924,110.      MT  (+/- 180 meters Scaled)
 AW4396
 AW4396                          SUPERSEDED SURVEY CONTROL
 AW4396
 AW4396  NGVD 29 (??/??/92)    9.670  (m)           31.73   (f) ADJ UNCH    2 0
 AW4396
 AW4396.Superseded values are not recommended for survey control.
 AW4396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4396.See file dsdata.txt to determine how the superseded data were derived.
 AW4396
 AW4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN404272(NAD 83)
 AW4396_MARKER: DB = BENCH MARK DISK
 AW4396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4396_STAMPING: Z 801 1943
 AW4396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4396+STABILITY: SURFACE MOTION
 AW4396
 AW4396  HISTORY     - Date     Condition        Report By
 AW4396  HISTORY     - 1943     MONUMENTED       CGS
 AW4396  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 AW4396
 AW4396                          STATION DESCRIPTION
 AW4396
 AW4396'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4396'1.4 MI W FROM WEST COLUMBIA.
 AW4396'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED WESTERLY
 AW4396'1.4 MILES ALONG WEST COLUMBIA-PLEDGER CONCRETE ROAD TO A LARGE 4-CAR
 AW4396'GARAGE ON SOUTH SIDE OF ROAD AND SITE OF BENCH MARK.  BENCH MARK IS
 AW4396'ABOUT 0.6 MILE WEST OF THE CROSSING OF THE CONCRETE ROAD AND STATE
 AW4396'HIGHWAY NO. 36, 62.0 FEET WEST OF THE NORTHWEST CORNER OF THE 4-CAR
 AW4396'GARAGE, 49.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AW4396'CENTERLINE OF THE CONCRETE ROAD, 42.0 FEET WEST OF THE WEST END OF AN
 AW4396'IRON CATTLE-GUARD, 14.0 FEET WEST OF AN IRON FENCE CORNER POST, 5.0
 AW4396'FEET EAST OF A POWER LINE POLE (POLE NO. 3) AND 3.0 FEET WEST OF A 4
 AW4396'BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 0.3 FOOT, AND
 AW4396'SET IN A CONCRETE POST.
 AW4396
 AW4396                          STATION RECOVERY (1977)
 AW4396
 AW4396'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 AW4396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4425 ***********************************************************************
 AW4425  DESIGNATION -  Z 802
 AW4425  PID         -  AW4425
 AW4425  STATE/COUNTY-  TX/BRAZORIA
 AW4425  USGS QUAD   -  DAMON (1980)
 AW4425
 AW4425                         *CURRENT SURVEY CONTROL
 AW4425  ___________________________________________________________________
 AW4425* NAD 83(1986)-  29 16 38.     (N)    095 42 36.     (W)     SCALED    
 AW4425* NAVD 88     -        19.14   (+/-2cm)      62.8    (feet)  VERTCON   
 AW4425  ___________________________________________________________________
 AW4425  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW4425
 AW4425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4425
 AW4425.The horizontal coordinates were scaled from a topographic map and have
 AW4425.an estimated accuracy of +/- 6 seconds.
 AW4425
 AW4425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4425.The vertical order pertains to the NGVD 29 superseded value.
 AW4425
 AW4425.The geoid height was determined by GEOID03.
 AW4425
 AW4425;                    North         East    Units  Estimated Accuracy
 AW4425;SPC TXSC     - 4,164,520.      919,630.      MT  (+/- 180 meters Scaled)
 AW4425
 AW4425                          SUPERSEDED SURVEY CONTROL
 AW4425
 AW4425  NGVD 29 (??/??/92)   19.147  (m)           62.82   (f) ADJ UNCH    2 0
 AW4425
 AW4425.Superseded values are not recommended for survey control.
 AW4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4425.See file dsdata.txt to determine how the superseded data were derived.
 AW4425
 AW4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN367417(NAD 83)
 AW4425_MARKER: DB = BENCH MARK DISK
 AW4425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4425_STAMPING: Z 802 1943
 AW4425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4425+STABILITY: SURFACE MOTION
 AW4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4425+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AW4425
 AW4425  HISTORY     - Date     Condition        Report By
 AW4425  HISTORY     - 1943     MONUMENTED       CGS
 AW4425  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4425  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 AW4425  HISTORY     - 20050630 GOOD             USPSQD
 AW4425
 AW4425                          STATION DESCRIPTION
 AW4425
 AW4425'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4425'2.2 MI SE FROM DAMON.
 AW4425'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHERLY 1.5 MILES
 AW4425'ALONG STATE HIGHWAY NO. 36 TO A T ROAD INTERSECTION, THENCE EASTERLY
 AW4425'0.7 MILE ALONG DIRT ROAD TO THE CIVIL AERONAUTIC AUTHORITY REVOLVING
 AW4425'AERIAL BEACON LIGHT TOWER AND SIGHT OF BENCH MARK.  BENCH MARK IS 65.0
 AW4425'FEET EAST OF A T FENCE CORNER AT THE NORTHWEST CORNER OF THE AIRFIELD,
 AW4425'33.0 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AW4425'ROAD, 24.0 FEET NORTHEAST OF THE CENTER OF THE BEACON LIGHT TOWER,
 AW4425'17.0 FEET WEST OF THE CENTER OF AN IRON GATE AT AIRFIELD ENTRANCE, 9.0
 AW4425'FEET WEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE AT DRIVEWAY AND
 AW4425'3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AW4425'ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4425
 AW4425                          STATION RECOVERY (1989)
 AW4425
 AW4425'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4425'MARK NOT FOUND.
 AW4425
 AW4425                          STATION RECOVERY (2004)
 AW4425
 AW4425'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4425'MARK NOT FOUND.
 AW4425
 AW4425                          STATION RECOVERY (2005)
 AW4425
 AW4425'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW4425'GP IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4786 ***********************************************************************
 AW4786  DESIGNATION -  Z 803
 AW4786  PID         -  AW4786
 AW4786  STATE/COUNTY-  TX/FORT BEND
 AW4786  USGS QUAD   -  ORCHARD (1980)
 AW4786
 AW4786                         *CURRENT SURVEY CONTROL
 AW4786  ___________________________________________________________________
 AW4786* NAD 83(1986)-  29 36 25.     (N)    095 59 16.     (W)     SCALED    
 AW4786* NAVD 88     -        38.26   (+/-2cm)     125.5    (feet)  VERTCON   
 AW4786  ___________________________________________________________________
 AW4786  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW4786
 AW4786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4786
 AW4786.The horizontal coordinates were scaled from a topographic map and have
 AW4786.an estimated accuracy of +/- 6 seconds.
 AW4786
 AW4786.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4786.The vertical order pertains to the NGVD 29 superseded value.
 AW4786
 AW4786.The geoid height was determined by GEOID03.
 AW4786
 AW4786;                    North         East    Units  Estimated Accuracy
 AW4786;SPC TXSC     - 4,200,320.      891,710.      MT  (+/- 180 meters Scaled)
 AW4786
 AW4786                          SUPERSEDED SURVEY CONTROL
 AW4786
 AW4786  NGVD 29 (??/??/92)   38.26   (m)          125.5    (f) COMPUTED    2 0
 AW4786
 AW4786.Superseded values are not recommended for survey control.
 AW4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4786.See file dsdata.txt to determine how the superseded data were derived.
 AW4786
 AW4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN106789(NAD 83)
 AW4786_MARKER: DB = BENCH MARK DISK
 AW4786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4786_STAMPING: Z 803 1943
 AW4786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4786+STABILITY: SURFACE MOTION
 AW4786
 AW4786  HISTORY     - Date     Condition        Report By
 AW4786  HISTORY     - 1943     MONUMENTED       CGS
 AW4786  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4786  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4786  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW4786
 AW4786                          STATION DESCRIPTION
 AW4786
 AW4786'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4786'1.1 MI W FROM ORCHARD.
 AW4786'1.1 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4786'STATION AT ORCHARD, FORT BEND COUNTY, ABOUT 1/4 MILE WEST OF MILE POLE
 AW4786'77, 48.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 37 FEET NORTH OF
 AW4786'THE CENTERLINE OF STATE HIGHWAY 36, 7.5 FEET NORTH OF A POLE, 3 FEET
 AW4786'WEST OF A WHITE WOODEN WITNESS POST, 2 FEET NORTH OF THE RIGHT-OF-WAY
 AW4786'FENCE, ABOUT 4 FEET LOWER THAN THE TRACK AND SET IN THE TOP OF A
 AW4786'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AW4786
 AW4786                          STATION RECOVERY (1987)
 AW4786
 AW4786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4786'NOT RECOVERED.
 AW4786
 AW4786                          STATION RECOVERY (1997)
 AW4786
 AW4786'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4786'MARK NOT FOUND.
 AW4786
 AW4786                          STATION RECOVERY (2004)
 AW4786
 AW4786'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4721 ***********************************************************************
 AW4721  DESIGNATION -  Z 804
 AW4721  PID         -  AW4721
 AW4721  STATE/COUNTY-  TX/FORT BEND
 AW4721  USGS QUAD   -  SUGAR LAND (1995)
 AW4721
 AW4721                         *CURRENT SURVEY CONTROL
 AW4721  ___________________________________________________________________
 AW4721* NAD 83(1986)-  29 36 25.     (N)    095 39 49.     (W)     SCALED    
 AW4721* NAVD 88     -        23.634  (meters)      77.54   (feet)  ADJUSTED  
 AW4721  ___________________________________________________________________
 AW4721  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW4721  DYNAMIC HT  -          23.601 (meters)      77.43  (feet)  COMP
 AW4721  MODELED GRAV-     979,269.4   (mgal)                       NAVD 88
 AW4721
 AW4721  VERT ORDER  -  FIRST     CLASS II
 AW4721
 AW4721.The horizontal coordinates were scaled from a topographic map and have
 AW4721.an estimated accuracy of +/- 6 seconds.
 AW4721
 AW4721.The orthometric height was determined by differential leveling
 AW4721.and adjusted by the National Geodetic Survey in June 1991..
 AW4721
 AW4721.The geoid height was determined by GEOID03.
 AW4721
 AW4721.The dynamic height is computed by dividing the NAVD 88
 AW4721.geopotential number by the normal gravity value computed on the
 AW4721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4721.degrees latitude (g = 980.6199 gals.).
 AW4721
 AW4721.The modeled gravity was interpolated from observed gravity values.
 AW4721
 AW4721;                    North         East    Units  Estimated Accuracy
 AW4721;SPC TXSC     - 4,201,170.      923,090.      MT  (+/- 180 meters Scaled)
 AW4721
 AW4721                          SUPERSEDED SURVEY CONTROL
 AW4721
 AW4721  NGVD 29 (12/23/87)   23.629  (m)           77.52   (f) ADJUSTED    1 2
 AW4721
 AW4721.Superseded values are not recommended for survey control.
 AW4721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4721.See file dsdata.txt to determine how the superseded data were derived.
 AW4721
 AW4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN420781(NAD 83)
 AW4721_MARKER: DB = BENCH MARK DISK
 AW4721_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW4721_SP_SET: BRIDGE ABUTMENT
 AW4721_STAMPING: Z 804 1943
 AW4721_MARK LOGO: CGS   
 AW4721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4721+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW4721
 AW4721  HISTORY     - Date     Condition        Report By
 AW4721  HISTORY     - 1943     MONUMENTED       CGS
 AW4721  HISTORY     - 1973     GOOD             NGS
 AW4721  HISTORY     - 1987     GOOD             USPSQD
 AW4721  HISTORY     - 1987     GOOD             NGS
 AW4721  HISTORY     - 1988     GOOD             USPSQD
 AW4721  HISTORY     - 1989     GOOD             USPSQD
 AW4721  HISTORY     - 1990     GOOD             USPSQD
 AW4721  HISTORY     - 19931204 GOOD             USPSQD
 AW4721  HISTORY     - 19981121 GOOD             USPSQD
 AW4721  HISTORY     - 20030827 GOOD             LJA
 AW4721  HISTORY     - 20040329 GOOD             USPSQD
 AW4721  HISTORY     - 20051012 GOOD             LJA
 AW4721
 AW4721                          STATION DESCRIPTION
 AW4721
 AW4721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4721'1.9 MI W FROM SUGAR LAND.
 AW4721'1.9 MILES WEST ALONG U.S. HIGHWAY 90 ALT. FROM THE JUNCTION OF STATE
 AW4721'HIGHWAY SPUR 58 AT SUGAR LAND, 0.2 MILE WEST OF THE JUNCTION OF A ROAD
 AW4721'TO A STATE PRISON FARM, IN THE TOP AND 0.7 FOOT SOUTH OF THE NORTH END
 AW4721'OF THE EAST CONCRETE ABUTMENT OF THE EASTBOUND LANES BRIDGE OVER
 AW4721'BULLHEAD BAYOU, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE EASTBOUND
 AW4721'LANES OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 AW4721
 AW4721                          STATION RECOVERY (1987)
 AW4721
 AW4721'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW4721'RECOVERED IN GOOD CONDITION.
 AW4721
 AW4721                          STATION RECOVERY (1987)
 AW4721
 AW4721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4721'RECOVERED IN GOOD CONDITION.
 AW4721
 AW4721                          STATION RECOVERY (1988)
 AW4721
 AW4721'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4721'RECOVERED IN GOOD CONDITION.
 AW4721
 AW4721                          STATION RECOVERY (1989)
 AW4721
 AW4721'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4721'RECOVERED IN GOOD CONDITION.
 AW4721
 AW4721                          STATION RECOVERY (1990)
 AW4721
 AW4721'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4721'RECOVERED IN GOOD CONDITION.
 AW4721
 AW4721                          STATION RECOVERY (1993)
 AW4721
 AW4721'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4721'RECOVERED IN GOOD CONDITION.
 AW4721
 AW4721                          STATION RECOVERY (1998)
 AW4721
 AW4721'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4721'RECOVERED IN GOOD CONDITION.
 AW4721
 AW4721                          STATION RECOVERY (2003)
 AW4721
 AW4721'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW4721'FROM THE INTERSECTION OF HIGHWAY 6 AND US 90A IN SUGARLAND, GO 1.10
 AW4721'MILES WEST ON US 90A TO A HIGHWAY BRIDGE OVER BULLHEAD SLOUGH.
 AW4721'MONUMENT IS AT THE NORTHWEST EDGE OF THE BRIDGE ABUTMENT OF THE
 AW4721'EASTBOUND LANE OF US 90A, AND 18.0 FEET NORTH OF THE EAST BOUND LANE.
 AW4721' 
 AW4721' 
 AW4721' 
 AW4721' 
 AW4721
 AW4721                          STATION RECOVERY (2004)
 AW4721
 AW4721'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4721'GO TO N29 36 25.8 W095 39 50.5
 AW4721
 AW4721                          STATION RECOVERY (2005)
 AW4721
 AW4721'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW4721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0403 ***********************************************************************
 BM0403  DESIGNATION -  Z 804
 BM0403  PID         -  BM0403
 BM0403  STATE/COUNTY-  TX/BASTROP
 BM0403  USGS QUAD   -  ELGIN EAST (1982)
 BM0403
 BM0403                         *CURRENT SURVEY CONTROL
 BM0403  ___________________________________________________________________
 BM0403* NAD 83(1986)-  30 19 40.     (N)    097 22 04.     (W)     SCALED    
 BM0403* NAVD 88     -       162.37   (+/-2cm)     532.7    (feet)  VERTCON   
 BM0403  ___________________________________________________________________
 BM0403  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0403
 BM0403  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0403
 BM0403.The horizontal coordinates were scaled from a topographic map and have
 BM0403.an estimated accuracy of +/- 6 seconds.
 BM0403
 BM0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0403.The vertical order pertains to the NGVD 29 superseded value.
 BM0403
 BM0403.The geoid height was determined by GEOID03.
 BM0403
 BM0403;                    North         East    Units  Estimated Accuracy
 BM0403;SPC TX C     - 3,077,090.      985,140.      MT  (+/- 180 meters Scaled)
 BM0403
 BM0403                          SUPERSEDED SURVEY CONTROL
 BM0403
 BM0403  NGVD 29 (??/??/92)  162.297  (m)          532.47   (f) ADJ UNCH    1 2
 BM0403
 BM0403.Superseded values are not recommended for survey control.
 BM0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0403.See file dsdata.txt to determine how the superseded data were derived.
 BM0403
 BM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU569562(NAD 83)
 BM0403_MARKER: DB = BENCH MARK DISK
 BM0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0403_STAMPING: Z 804 1953
 BM0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0403+STABILITY: SURFACE MOTION
 BM0403
 BM0403  HISTORY     - Date     Condition        Report By
 BM0403  HISTORY     - 1953     MONUMENTED       CGS
 BM0403  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0403  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0403
 BM0403                          STATION DESCRIPTION
 BM0403
 BM0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0403'1.3 MI SE FROM ELGIN.
 BM0403'1.3 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0403'THE STATION AT ELGIN, 0.15 MILE SOUTH OF MILEPOST 936, 115 FEET
 BM0403'SOUTHEAST OF THE CENTER OF A DIRT ROAD CROSSING, 43.3 FEET EAST OF THE
 BM0403'EAST RAIL OF THE MAIN TRACK, 4 3/4 RAILS NORTH OF THE SOUTH END OF A
 BM0403'SIDE TRACK, 2 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST,
 BM0403'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BM0403'GROUND.
 BM0403
 BM0403                          STATION RECOVERY (1999)
 BM0403
 BM0403'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0403'MARK NOT FOUND.
 BM0403
 BM0403                          STATION RECOVERY (2004)
 BM0403
 BM0403'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4649 ***********************************************************************
 AW4649  DESIGNATION -  Z 806
 AW4649  PID         -  AW4649
 AW4649  STATE/COUNTY-  TX/FORT BEND
 AW4649  USGS QUAD   -  FULSHEAR (1980)
 AW4649
 AW4649                         *CURRENT SURVEY CONTROL
 AW4649  ___________________________________________________________________
 AW4649* NAD 83(1986)-  29 44 21.     (N)    095 56 02.     (W)     SCALED    
 AW4649* NAVD 88     -        48.16   (+/-2cm)     158.0    (feet)  VERTCON   
 AW4649  ___________________________________________________________________
 AW4649  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4649
 AW4649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4649
 AW4649.The horizontal coordinates were scaled from a topographic map and have
 AW4649.an estimated accuracy of +/- 6 seconds.
 AW4649
 AW4649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4649.The vertical order pertains to the NGVD 29 superseded value.
 AW4649
 AW4649.The geoid height was determined by GEOID03.
 AW4649
 AW4649;                    North         East    Units  Estimated Accuracy
 AW4649;SPC TXSC     - 4,215,110.      896,540.      MT  (+/- 180 meters Scaled)
 AW4649
 AW4649                          SUPERSEDED SURVEY CONTROL
 AW4649
 AW4649  NGVD 29 (??/??/92)   48.145  (m)          157.96   (f) ADJ UNCH    2 0
 AW4649
 AW4649.Superseded values are not recommended for survey control.
 AW4649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4649.See file dsdata.txt to determine how the superseded data were derived.
 AW4649
 AW4649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN162934(NAD 83)
 AW4649_MARKER: DB = BENCH MARK DISK
 AW4649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4649_STAMPING: Z 806 1943
 AW4649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4649+STABILITY: SURFACE MOTION
 AW4649
 AW4649  HISTORY     - Date     Condition        Report By
 AW4649  HISTORY     - 1943     MONUMENTED       CGS
 AW4649  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4649
 AW4649                          STATION DESCRIPTION
 AW4649
 AW4649'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4649'4.0 MI S FROM BROOKSHIRE.
 AW4649'TO REACH FROM THE MISSOURI-KANSAS-TEXAS RAILROAD STATION AT
 AW4649'BROOKSHIRE-- PROCEED 4.0 MILES SOUTHERLY ALONG THE BROOKSHIRE-FULSHEAR
 AW4649'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 230.0 FEET NORTHWEST
 AW4649'OF A SMALL WOODEN CULVERT, AND 33.0 FEET SOUTHWEST OF AND ABOUT 0.5
 AW4649'FOOT ABOVE THE CENTERLINE OF ROAD.  IT IS 0.5 FOOT NORTHEAST OF THE
 AW4649'RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER
 AW4649'POST.  MONUMENT PROJECTS 0.5 FOOT. NOTE-- BENCH MARK IS ALSO 4.25
 AW4649'MILES NORTHWEST OF FULSHEAR.
 AW4649
 AW4649                          STATION RECOVERY (1995)
 AW4649
 AW4649'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0099 ***********************************************************************
 BN0099  DESIGNATION -  Z 806
 BN0099  PID         -  BN0099
 BN0099  STATE/COUNTY-  TX/BLANCO
 BN0099  USGS QUAD   -  JOHNSON CITY (1982)
 BN0099
 BN0099                         *CURRENT SURVEY CONTROL
 BN0099  ___________________________________________________________________
 BN0099* NAD 83(1986)-  30 16 02.     (N)    098 27 37.     (W)     SCALED    
 BN0099* NAVD 88     -       421.104  (meters)    1381.57   (feet)  POSTED    
 BN0099  ___________________________________________________________________
 BN0099  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 BN0099  DYNAMIC HT  -         420.520 (meters)    1379.66  (feet)  COMP
 BN0099  MODELED GRAV-     979,247.7   (mgal)                       NAVD 88
 BN0099
 BN0099  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0099
 BN0099.The horizontal coordinates were scaled from a topographic map and have
 BN0099.an estimated accuracy of +/- 6 seconds.
 BN0099
 BN0099.The orthometric height was determined by differential leveling
 BN0099.and adjusted by the National Geodetic Survey in 1992..
 BN0099.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0099.rate of 1.1 thru 2.0 mm/km.
 BN0099
 BN0099.The geoid height was determined by GEOID03.
 BN0099
 BN0099.The dynamic height is computed by dividing the NAVD 88
 BN0099.geopotential number by the normal gravity value computed on the
 BN0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0099.degrees latitude (g = 980.6199 gals.).
 BN0099
 BN0099.The modeled gravity was interpolated from observed gravity values.
 BN0099
 BN0099;                    North         East    Units  Estimated Accuracy
 BN0099;SPC TX C     - 3,068,090.      880,220.      MT  (+/- 180 meters Scaled)
 BN0099
 BN0099                          SUPERSEDED SURVEY CONTROL
 BN0099
 BN0099  NGVD 29 (??/??/92)  421.028  (m)         1381.32   (f) ADJ UNCH    2 0
 BN0099
 BN0099.Superseded values are not recommended for survey control.
 BN0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0099.See file dsdata.txt to determine how the superseded data were derived.
 BN0099
 BN0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU519485(NAD 83)
 BN0099_MARKER: DB = BENCH MARK DISK
 BN0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0099_STAMPING: Z 806 1953
 BN0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0099+STABILITY: SURFACE MOTION
 BN0099
 BN0099  HISTORY     - Date     Condition        Report By
 BN0099  HISTORY     - 1953     MONUMENTED       CGS
 BN0099  HISTORY     - 1969     MARK NOT FOUND   NGS
 BN0099  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0099
 BN0099                          STATION DESCRIPTION
 BN0099
 BN0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0099'3.15 MI W FROM JOHNSON CITY.
 BN0099'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0099'CITY, THENCE 3.05 MILES WEST ALONG U.S. HIGHWAY 290, 238 FEET
 BN0099'NORTHWEST OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT,
 BN0099'56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF A
 BN0099'POWER POLE, 14 FEET NORTHEAST OF A 12 INCH MAPLE TREE, 7 FEET NORTH OF
 BN0099'A FENCE, 7.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BN0099'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND. NOTE-- RD.
 BN0099'WORK IN AREA.
 BN0099
 BN0099                          STATION RECOVERY (1969)
 BN0099
 BN0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BN0099'MARK NOT FOUND.
 BN0099
 BN0099                          STATION RECOVERY (1990)
 BN0099
 BN0099'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4650 ***********************************************************************
 AW4650  DESIGNATION -  Z 806 RESET 1949
 AW4650  PID         -  AW4650
 AW4650  STATE/COUNTY-  TX/FORT BEND
 AW4650  USGS QUAD   -  FULSHEAR (1980)
 AW4650
 AW4650                         *CURRENT SURVEY CONTROL
 AW4650  ___________________________________________________________________
 AW4650* NAD 83(1986)-  29 44 21.     (N)    095 56 02.     (W)     SCALED    
 AW4650* NAVD 88     -        47.89   (+/-2cm)     157.1    (feet)  VERTCON   
 AW4650  ___________________________________________________________________
 AW4650  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4650
 AW4650  VERT ORDER  -  THIRD (See Below)
 AW4650
 AW4650.The horizontal coordinates were scaled from a topographic map and have
 AW4650.an estimated accuracy of +/- 6 seconds.
 AW4650
 AW4650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4650.The vertical order pertains to the NGVD 29 superseded value.
 AW4650
 AW4650.The geoid height was determined by GEOID03.
 AW4650
 AW4650;                    North         East    Units  Estimated Accuracy
 AW4650;SPC TXSC     - 4,215,110.      896,540.      MT  (+/- 180 meters Scaled)
 AW4650
 AW4650                          SUPERSEDED SURVEY CONTROL
 AW4650
 AW4650  NGVD 29 (01/29/03)   47.88   (m)          157.1    (f) RESET       3  
 AW4650
 AW4650.Superseded values are not recommended for survey control.
 AW4650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4650.See file dsdata.txt to determine how the superseded data were derived.
 AW4650
 AW4650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN162934(NAD 83)
 AW4650_MARKER: DB = BENCH MARK DISK
 AW4650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4650_STAMPING: Z 806 RESET 1949
 AW4650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4650+STABILITY: SURFACE MOTION
 AW4650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4650+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AW4650
 AW4650  HISTORY     - Date     Condition        Report By
 AW4650  HISTORY     - 1949     MONUMENTED       TXHD
 AW4650  HISTORY     - 1954     MARK NOT FOUND   USGS
 AW4650  HISTORY     - 20041016 GOOD             USPSQD
 AW4650
 AW4650                          STATION DESCRIPTION
 AW4650
 AW4650'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AW4650'3.5 MI S FROM BROOKSHIRE.
 AW4650'BELIEVED DESTROYED BY ROAD MAINTENANCE.  3.5 MILES
 AW4650'SOUTH ALONG THE FULSHEAR ROAD (FARM-TO-MARKET HIGHWAY 359) FROM THE
 AW4650'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT BROOKSHIRE, FORT
 AW4650'BEND COUNTY, 4.2 MILES NORTHWEST OF FULSHEAR, 480 FEET NORTH OF A 5-
 AW4650'BY 2-FOOT CONCRETE BOX CULVERT, 50 FEET WEST OF THE CENTERLINE OF THE
 AW4650'ROAD, AT THE RIGHT-OF-WAY FENCE, 1 FOOT NORTHEAST OF A WHITE WOODEN
 AW4650'WITNESS POST, AND LEVEL WITH THE ROAD.
 AW4650
 AW4650                          STATION RECOVERY (2004)
 AW4650
 AW4650'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4650'ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0589 ***********************************************************************
 AY0589  DESIGNATION -  Z 807
 AY0589  PID         -  AY0589
 AY0589  STATE/COUNTY-  TX/BEXAR
 AY0589  USGS QUAD   -  MARTINEZ (1992)
 AY0589
 AY0589                         *CURRENT SURVEY CONTROL
 AY0589  ___________________________________________________________________
 AY0589* NAD 83(1986)-  29 28 41.     (N)    098 15 16.     (W)     SCALED    
 AY0589* NAVD 88     -       192.25   (+/-2cm)     630.7    (feet)  VERTCON   
 AY0589  ___________________________________________________________________
 AY0589  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AY0589
 AY0589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0589
 AY0589.The horizontal coordinates were scaled from a topographic map and have
 AY0589.an estimated accuracy of +/- 6 seconds.
 AY0589
 AY0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0589.The vertical order pertains to the NGVD 29 superseded value.
 AY0589
 AY0589.The geoid height was determined by GEOID03.
 AY0589
 AY0589;                    North         East    Units  Estimated Accuracy
 AY0589;SPC TXSC     - 4,182,510.      672,300.      MT  (+/- 180 meters Scaled)
 AY0589
 AY0589                          SUPERSEDED SURVEY CONTROL
 AY0589
 AY0589  NGVD 29 (??/??/92)  192.155  (m)          630.43   (f) ADJ UNCH    2 0
 AY0589
 AY0589.Superseded values are not recommended for survey control.
 AY0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0589.See file dsdata.txt to determine how the superseded data were derived.
 AY0589
 AY0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT722611(NAD 83)
 AY0589_MARKER: DB = BENCH MARK DISK
 AY0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0589_SP_SET: CULVERT
 AY0589_STAMPING: Z 807 1943
 AY0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0589
 AY0589  HISTORY     - Date     Condition        Report By
 AY0589  HISTORY     - 1943     MONUMENTED       CGS
 AY0589  HISTORY     - 1960     GOOD             NGS
 AY0589  HISTORY     - 1987     GOOD             USPSQD
 AY0589  HISTORY     - 19991020 GOOD             USPSQD
 AY0589
 AY0589                          STATION DESCRIPTION
 AY0589
 AY0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AY0589'09.5 MI E FROM SAN ANTONIO.
 AY0589'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD AT SAN ANTONIO, PROCEED
 AY0589'14.55 MILES EASTERLY ALONG U. S. HIGHWAY NO. 90 TO SITE OF BENCH MARK.
 AY0589'BENCH MARK IS 400.0 FEET WEST OF A GROCERY STORE AT SCHIRMERVILLE,
 AY0589'AND 21.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AY0589'OF THE HIGHWAY.  IT IS SET HORIZONTALLY IN THE WEST END OF THE NORTH
 AY0589'HEADWALL OF A CONCRETE CULVERT.  NOTE-- IS NOW IN A CULVERT UNDER THE
 AY0589'NORTH SERVICE LANE OF INTERSTATE HIGHWAY NO. 10, 09.5 MILES EAST ALONG
 AY0589'THE INTERSTATE FROM THE JUNCTION WITH LOOP 13 IN THE EAST SIDE OF SAN
 AY0589'ANTONIO.
 AY0589
 AY0589                          STATION RECOVERY (1987)
 AY0589
 AY0589'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0589'RECOVERED IN GOOD CONDITION.
 AY0589
 AY0589                          STATION RECOVERY (1999)
 AY0589
 AY0589'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0570 ***********************************************************************
 AY0570  DESIGNATION -  Z 808
 AY0570  PID         -  AY0570
 AY0570  STATE/COUNTY-  TX/GUADALUPE
 AY0570  USGS QUAD   -  NEW BERLIN (1957)
 AY0570
 AY0570                         *CURRENT SURVEY CONTROL
 AY0570  ___________________________________________________________________
 AY0570* NAD 83(1986)-  29 24 36.     (N)    098 06 06.     (W)     SCALED    
 AY0570* NAVD 88     -       148.96   (+/-2cm)     488.7    (feet)  VERTCON   
 AY0570  ___________________________________________________________________
 AY0570  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AY0570
 AY0570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0570
 AY0570.The horizontal coordinates were scaled from a topographic map and have
 AY0570.an estimated accuracy of +/- 6 seconds.
 AY0570
 AY0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0570.The vertical order pertains to the NGVD 29 superseded value.
 AY0570
 AY0570.The geoid height was determined by GEOID03.
 AY0570
 AY0570;                    North         East    Units  Estimated Accuracy
 AY0570;SPC TXSC     - 4,175,070.      687,170.      MT  (+/- 180 meters Scaled)
 AY0570
 AY0570                          SUPERSEDED SURVEY CONTROL
 AY0570
 AY0570  NGVD 29 (??/??/92)  148.879  (m)          488.45   (f) ADJ UNCH    2 0
 AY0570
 AY0570.Superseded values are not recommended for survey control.
 AY0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0570.See file dsdata.txt to determine how the superseded data were derived.
 AY0570
 AY0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT871537(NAD 83)
 AY0570_MARKER: DB = BENCH MARK DISK
 AY0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0570_STAMPING: Z 808 1943
 AY0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0570+STABILITY: SURFACE MOTION
 AY0570
 AY0570  HISTORY     - Date     Condition        Report By
 AY0570  HISTORY     - 1943     MONUMENTED       CGS
 AY0570  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0570  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0570
 AY0570                          STATION DESCRIPTION
 AY0570
 AY0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0570'4.75 MI N FROM LAVERNIA.
 AY0570'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 4.2 MILES NORTHERLY
 AY0570'ALONG THE LAVERNIA-NEW BERLIN ROAD TO A CROSS ROAD INTERSECTION,
 AY0570'THENCE 0.55 MILE EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS 24.0
 AY0570'FEET NORTHWEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD, AND
 AY0570'15.0 FEET NORTHEAST OF THE CENTERLINE OF A WIRE GATE AND A FARM ROAD
 AY0570'LEADING NORTHWEST TO A FARM HOUSE.  IT IS 1.6 FEET NORTHWEST OF THE
 AY0570'RIGHT-OF-WAY FENCE, AND 3.3 FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER
 AY0570'POST.  MONUMENT PROJECTS 0.2 FOOT.
 AY0570
 AY0570                          STATION RECOVERY (1999)
 AY0570
 AY0570'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0570'MARK NOT FOUND.
 AY0570
 AY0570                          STATION RECOVERY (2003)
 AY0570
 AY0570'RECOVERY NOTE BY US POWER SQUADRON 2003 (DLJ)
 AY0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0440 ***********************************************************************
 AY0440  DESIGNATION -  Z 809
 AY0440  PID         -  AY0440
 AY0440  STATE/COUNTY-  TX/BEXAR
 AY0440  USGS QUAD   -  ELMENDORF (1992)
 AY0440
 AY0440                         *CURRENT SURVEY CONTROL
 AY0440  ___________________________________________________________________
 AY0440* NAD 83(1986)-  29 16 06.     (N)    098 20 42.     (W)     SCALED    
 AY0440* NAVD 88     -       166.271  (meters)     545.51   (feet)  POSTED    
 AY0440  ___________________________________________________________________
 AY0440  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0440  DYNAMIC HT  -         166.030 (meters)     544.72  (feet)  COMP
 AY0440  MODELED GRAV-     979,201.7   (mgal)                       NAVD 88
 AY0440
 AY0440  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0440
 AY0440.The horizontal coordinates were scaled from a topographic map and have
 AY0440.an estimated accuracy of +/- 6 seconds.
 AY0440
 AY0440.The orthometric height was determined by differential leveling
 AY0440.and adjusted by the National Geodetic Survey in 1992..
 AY0440.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0440.rate of 2.1 thru 3.0 mm/km.
 AY0440
 AY0440.The geoid height was determined by GEOID03.
 AY0440
 AY0440.The dynamic height is computed by dividing the NAVD 88
 AY0440.geopotential number by the normal gravity value computed on the
 AY0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0440.degrees latitude (g = 980.6199 gals.).
 AY0440
 AY0440.The modeled gravity was interpolated from observed gravity values.
 AY0440
 AY0440;                    North         East    Units  Estimated Accuracy
 AY0440;SPC TXSC     - 4,159,210.      663,650.      MT  (+/- 180 meters Scaled)
 AY0440
 AY0440                          SUPERSEDED SURVEY CONTROL
 AY0440
 AY0440  NGVD 29 (??/??/92)  166.192  (m)          545.25   (f) ADJ UNCH    1 2
 AY0440
 AY0440.Superseded values are not recommended for survey control.
 AY0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0440.See file dsdata.txt to determine how the superseded data were derived.
 AY0440
 AY0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT636378(NAD 83)
 AY0440_MARKER: DB = BENCH MARK DISK
 AY0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0440_STAMPING: Z 809 1943
 AY0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0440+STABILITY: SURFACE MOTION
 AY0440
 AY0440  HISTORY     - Date     Condition        Report By
 AY0440  HISTORY     - 1943     MONUMENTED       CGS
 AY0440  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0440  HISTORY     - 1987     MARK NOT FOUND   USGS
 AY0440  HISTORY     - 19991110 MARK NOT FOUND   USPSQD
 AY0440
 AY0440                          STATION DESCRIPTION
 AY0440
 AY0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0440'1.25 MI NW FROM ELMENDORF.
 AY0440'TO REACH FROM THE POST OFFICE AT ELMENDORF-- PROCEED 1.25 MILES
 AY0440'NORTHWESTERLY ALONG THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC)
 AY0440'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS 36.5 FEET NORTHEAST OF
 AY0440'AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF TRACK, AND 28.0 FEET
 AY0440'NORTHWEST OF A FENCE CORNER.  IT IS 13.0 FEET SOUTHWEST OF THE
 AY0440'RIGHT-OF-WAY FENCE, 7.0 FEET SOUTHEAST OF THE THIRD POLE (ABOUT 0.1
 AY0440'MILE) SOUTHEAST OF MILEPOST 14, AND 3.0 FEET NORTHWEST OF A 4X4-INCH
 AY0440'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AY0440
 AY0440                          STATION RECOVERY (1967)
 AY0440
 AY0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0440'MARK NOT FOUND.
 AY0440
 AY0440                          STATION RECOVERY (1987)
 AY0440
 AY0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0440'MARK NOT FOUND.
 AY0440
 AY0440                          STATION RECOVERY (1999)
 AY0440
 AY0440'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0135 ***********************************************************************
 BN0135  DESIGNATION -  Z 81
 BN0135  PID         -  BN0135
 BN0135  STATE/COUNTY-  TX/KENDALL
 BN0135  USGS QUAD   -  RAFTER HOLLOW (1979)
 BN0135
 BN0135                         *CURRENT SURVEY CONTROL
 BN0135  ___________________________________________________________________
 BN0135* NAD 83(1986)-  30 03 03.     (N)    098 49 47.     (W)     SCALED    
 BN0135* NAVD 88     -       457.382  (meters)    1500.59   (feet)  ADJUSTED  
 BN0135  ___________________________________________________________________
 BN0135  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 BN0135  DYNAMIC HT  -         456.734 (meters)    1498.47  (feet)  COMP
 BN0135  MODELED GRAV-     979,212.5   (mgal)                       NAVD 88
 BN0135
 BN0135  VERT ORDER  -  FIRST     CLASS II
 BN0135
 BN0135.The horizontal coordinates were scaled from a topographic map and have
 BN0135.an estimated accuracy of +/- 6 seconds.
 BN0135
 BN0135.The orthometric height was determined by differential leveling
 BN0135.and adjusted by the National Geodetic Survey in June 1991..
 BN0135
 BN0135.The geoid height was determined by GEOID03.
 BN0135
 BN0135.The dynamic height is computed by dividing the NAVD 88
 BN0135.geopotential number by the normal gravity value computed on the
 BN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0135.degrees latitude (g = 980.6199 gals.).
 BN0135
 BN0135.The modeled gravity was interpolated from observed gravity values.
 BN0135
 BN0135;                    North         East    Units  Estimated Accuracy
 BN0135;SPC TXSC     - 4,245,780.      616,420.      MT  (+/- 180 meters Scaled)
 BN0135
 BN0135                          SUPERSEDED SURVEY CONTROL
 BN0135
 BN0135  NGVD 29 (??/??/92)  457.319  (m)         1500.39   (f) ADJ UNCH    1 2
 BN0135
 BN0135.Superseded values are not recommended for survey control.
 BN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0135.See file dsdata.txt to determine how the superseded data were derived.
 BN0135
 BN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU164244(NAD 83)
 BN0135_MARKER: DB = BENCH MARK DISK
 BN0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0135_STAMPING: Z 81 1931
 BN0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0135+STABILITY: SURFACE MOTION
 BN0135
 BN0135  HISTORY     - Date     Condition        Report By
 BN0135  HISTORY     - 1931     MONUMENTED       CGS
 BN0135  HISTORY     - 1953     GOOD             NGS
 BN0135  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0135  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 BN0135
 BN0135                          STATION DESCRIPTION
 BN0135
 BN0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0135'8.8 MI NE FROM COMFORT.
 BN0135'4.9 MILES NORTHEAST ALONG FARM ROAD 473 FROM ITS JUNCTION WITH U.S.
 BN0135'HIGHWAY 87 AT COMFORT, THENCE 3.9 MILES NORTH ALONG AN OILED ROAD, 70
 BN0135'FEET WEST OF THE CENTER LINE OF THE ROAD, 51 FEET EAST OF THE CENTER
 BN0135'LINE OF AN ABANDONED RAILROAD GRADE, 8 FEET SOUTHWEST OF A GROUP OF
 BN0135'SMALL OAK TREES, 8 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS
 BN0135'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 BN0135'GROUND.
 BN0135
 BN0135                          STATION RECOVERY (1982)
 BN0135
 BN0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0135'MARK NOT RECOVERED THIS DATE, PROBABLY DESTROYED BY FARM EQUIPMENT.
 BN0135
 BN0135                          STATION RECOVERY (1994)
 BN0135
 BN0135'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4198 ***********************************************************************
 AW4198  DESIGNATION -  Z 810
 AW4198  PID         -  AW4198
 AW4198  STATE/COUNTY-  TX/FORT BEND
 AW4198  USGS QUAD   -  NEEDVILLE (1980)
 AW4198
 AW4198                         *CURRENT SURVEY CONTROL
 AW4198  ___________________________________________________________________
 AW4198* NAD 83(1986)-  29 29 17.     (N)    095 48 26.     (W)     SCALED    
 AW4198* NAVD 88     -        26.09   (+/-2cm)      85.6    (feet)  VERTCON   
 AW4198  ___________________________________________________________________
 AW4198  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW4198
 AW4198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4198
 AW4198.The horizontal coordinates were scaled from a topographic map and have
 AW4198.an estimated accuracy of +/- 6 seconds.
 AW4198
 AW4198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4198.The vertical order pertains to the NGVD 29 superseded value.
 AW4198
 AW4198.The geoid height was determined by GEOID03.
 AW4198
 AW4198;                    North         East    Units  Estimated Accuracy
 AW4198;SPC TXSC     - 4,187,610.      909,550.      MT  (+/- 180 meters Scaled)
 AW4198
 AW4198                          SUPERSEDED SURVEY CONTROL
 AW4198
 AW4198  NGVD 29 (??/??/92)   26.083  (m)           85.57   (f) ADJ UNCH    2 0
 AW4198
 AW4198.Superseded values are not recommended for survey control.
 AW4198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4198.See file dsdata.txt to determine how the superseded data were derived.
 AW4198
 AW4198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN278653(NAD 83)
 AW4198_MARKER: DB = BENCH MARK DISK
 AW4198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4198_SP_SET: STEP
 AW4198_STAMPING: Z 810 1943
 AW4198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4198
 AW4198  HISTORY     - Date     Condition        Report By
 AW4198  HISTORY     - 1943     MONUMENTED       CGS
 AW4198  HISTORY     - 1973     GOOD             NGS
 AW4198  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW4198  HISTORY     - 1987     GOOD             USPSQD
 AW4198  HISTORY     - 1988     GOOD             USPSQD
 AW4198  HISTORY     - 1988     GOOD             USPSQD
 AW4198  HISTORY     - 1989     GOOD             USPSQD
 AW4198  HISTORY     - 19950108 GOOD             USPSQD
 AW4198
 AW4198                          STATION DESCRIPTION
 AW4198
 AW4198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4198'4.75 MI S FROM ROSENBERG.
 AW4198'4.75 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE FIRST BAPTIST CHURCH
 AW4198'AT ROSENBERG, AT PLEAK, AT THE JUNCTION OF FARM ROAD 2218 AND PLEAK
 AW4198'ROAD, AT THE FORMER PLEAK SCHOOL (THE SCHOOL HAS BEEN BURNT), IN THE
 AW4198'TOP OF THE SOUTHEAST END OF THE BOTTOM STEP OF THE NORTHEAST ENTRANCE
 AW4198'OF THE FORMER SCHOOL BUILDING, ABOUT 270 FEET EAST OF THE CENTER LINE
 AW4198'OF THE HIGHWAY, 179 FEET SOUTHWEST OF THE CENTER LINE OF PLEAK ROAD,
 AW4198'185 FEET SOUTHEAST OF THE CENTER LINE OF FARM ROAD 2218, AND ABOUT 1/2
 AW4198'FOOT HIGHER THAN THE ROADS.
 AW4198
 AW4198                          STATION RECOVERY (1986)
 AW4198
 AW4198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4198'NOT RECOVERED.
 AW4198
 AW4198                          STATION RECOVERY (1987)
 AW4198
 AW4198'RECOVERY NOTE BY US POWER SQUADRON 1987 (PRH)
 AW4198'RECOVERED IN GOOD CONDITION.
 AW4198
 AW4198                          STATION RECOVERY (1988)
 AW4198
 AW4198'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4198'RECOVERED IN GOOD CONDITION.
 AW4198
 AW4198                          STATION RECOVERY (1988)
 AW4198
 AW4198'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4198'RECOVERED IN GOOD CONDITION.
 AW4198
 AW4198                          STATION RECOVERY (1989)
 AW4198
 AW4198'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4198'RECOVERED IN GOOD CONDITION.
 AW4198
 AW4198                          STATION RECOVERY (1995)
 AW4198
 AW4198'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4253 ***********************************************************************
 AW4253  HT_MOD      -  This is a Height Modernization Survey Station.
 AW4253  DESIGNATION -  Z 811
 AW4253  PID         -  AW4253
 AW4253  STATE/COUNTY-  TX/FORT BEND
 AW4253  USGS QUAD   -  THOMPSONS (1980)
 AW4253
 AW4253                         *CURRENT SURVEY CONTROL
 AW4253  ___________________________________________________________________
 AW4253* NAD 83(1993)-  29 29 48.60568(N)    095 35 35.48267(W)     ADJUSTED  
 AW4253* NAVD 88     -        18.78   (meters)      61.6    (feet)  GPS OBS   
 AW4253  ___________________________________________________________________
 AW4253  X           -    -541,505.967 (meters)                     COMP
 AW4253  Y           -  -5,529,472.608 (meters)                     COMP
 AW4253  Z           -   3,121,945.274 (meters)                     COMP
 AW4253  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW4253  ELLIP HEIGHT-          -8.34  (meters)          (12/03/01) GPS OBS
 AW4253  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4253  DYNAMIC HT  -          18.76  (meters)      61.5   (feet)  COMP
 AW4253  MODELED GRAV-     979,267.3   (mgal)                       NAVD 88
 AW4253
 AW4253  HORZ ORDER  -  FIRST
 AW4253  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4253  ELLP ORDER  -  FOURTH    CLASS II
 AW4253
 AW4253.The horizontal coordinates were established by GPS observations
 AW4253.and adjusted by the National Geodetic Survey in December 2001..
 AW4253
 AW4253.The orthometric height was determined by GPS observations and a
 AW4253.high-resolution geoid model using precise GPS observation and
 AW4253.processing techniques. It supersedes the leveled height previously
 AW4253.determined for this station.
 AW4253.The vertical order pertains to the first NAVD 88 superseded value.
 AW4253
 AW4253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW4253
 AW4253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4253
 AW4253.The ellipsoidal height was determined by GPS observations
 AW4253.and is referenced to NAD 83.
 AW4253
 AW4253.The geoid height was determined by GEOID03.
 AW4253
 AW4253.The dynamic height is computed by dividing the NAVD 88
 AW4253.geopotential number by the normal gravity value computed on the
 AW4253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4253.degrees latitude (g = 980.6199 gals.).
 AW4253
 AW4253.The modeled gravity was interpolated from observed gravity values.
 AW4253
 AW4253;                    North         East     Units Scale Factor Converg.
 AW4253;SPC TXSC     - 4,189,170.767   930,265.441   MT  0.99986722   +1 40 08.5
 AW4253;SPC TXSC     -13,743,971.09  3,052,045.87   sFT  0.99986722   +1 40 08.5
 AW4253;UTM  15      - 3,265,835.162   248,596.264   MT  1.00037994   -1 16 39.0
 AW4253
 AW4253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4253!SPC TXSC     -   1.00000131  x   0.99986722  =   0.99986853
 AW4253!UTM  15      -   1.00000131  x   1.00037994  =   1.00038125
 AW4253
 AW4253                          SUPERSEDED SURVEY CONTROL
 AW4253
 AW4253  ELLIP H (10/25/00)   -8.35   (m)                       GP(       ) 4 1
 AW4253  NAD 83(1993)-  29 29 48.60584(N)    095 35 35.48184(W) AD(       ) 1
 AW4253  ELLIP H (10/17/96)   -8.22   (m)                       GP(       ) 3 1
 AW4253  NAVD 88 (06/15/91)   18.805  (m)           61.70   (f) ADJUSTED    1 2
 AW4253  NGVD 29 (12/23/87)   18.801  (m)           61.68   (f) ADJUSTED    1 2
 AW4253
 AW4253.Superseded values are not recommended for survey control.
 AW4253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4253.See file dsdata.txt to determine how the superseded data were derived.
 AW4253
 AW4253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4859665835(NAD 83)
 AW4253_MARKER: DB = BENCH MARK DISK
 AW4253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4253_SP_SET: CONCRETE POST
 AW4253_STAMPING: Z 811 1943
 AW4253_MARK LOGO: CGS   
 AW4253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4253+STABILITY: SURFACE MOTION
 AW4253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW4253+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 AW4253
 AW4253  HISTORY     - Date     Condition        Report By
 AW4253  HISTORY     - 1943     MONUMENTED       CGS
 AW4253  HISTORY     - 1973     GOOD             NGS
 AW4253  HISTORY     - 1986     GOOD             NGS
 AW4253  HISTORY     - 1988     GOOD             USPSQD
 AW4253  HISTORY     - 19950421 GOOD             HGCSD
 AW4253  HISTORY     - 19960622 GOOD             USPSQD
 AW4253  HISTORY     - 20040429 GOOD             LJA
 AW4253
 AW4253                          STATION DESCRIPTION
 AW4253
 AW4253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4253'0.4 MI W FROM THOMPSONS.
 AW4253'0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 AW4253'STATION AT THOMPSONS, AT THE CROSSING OF Y.U. JONES ROAD, AT THE
 AW4253'NORTHWEST CORNER OF THE YARD, 51.4 FEET SOUTH OF THE SOUTH RAIL, 36
 AW4253'FEET EAST OF THE CENTER LINE OF THE ROAD, 36.5 FEET NORTHWEST OF THE
 AW4253'NORTHWEST CORNER OF A FRAME HOUSE, 4 1/2 FEET NORTHEAST OF A POWER
 AW4253'POLE BEARING A TRANSFORMER, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 5
 AW4253'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 AW4253'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AW4253
 AW4253                          STATION RECOVERY (1986)
 AW4253
 AW4253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4253'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4253'OMIT THE PRIOR REFERENCE TO THE RAILWAY STATION, ADD--0.6 KM (0.4 MI)
 AW4253'WEST ALONG THE ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE POST OFFICE
 AW4253'IN THOMPSONS, 1.2 METERS (4.0 FT) EAST OF A TELEPHONE JUNCTION BOX AND
 AW4253'A WITNESS POST.
 AW4253
 AW4253                          STATION RECOVERY (1988)
 AW4253
 AW4253'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4253'RECOVERED IN GOOD CONDITION.
 AW4253
 AW4253                          STATION RECOVERY (1995)
 AW4253
 AW4253'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW4253'RECOVERED AS DESCRIBED.
 AW4253
 AW4253                          STATION RECOVERY (1996)
 AW4253
 AW4253'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4253'RECOVERED IN GOOD CONDITION.
 AW4253
 AW4253                          STATION RECOVERY (2004)
 AW4253
 AW4253'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AW4253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0100 ***********************************************************************
 AX0100  DESIGNATION -  Z 812 RESET 1952
 AX0100  PID         -  AX0100
 AX0100  STATE/COUNTY-  TX/COLORADO
 AX0100  USGS QUAD   -  EAGLE LAKE (1981)
 AX0100
 AX0100                         *CURRENT SURVEY CONTROL
 AX0100  ___________________________________________________________________
 AX0100* NAD 83(1986)-  29 33 54.     (N)    096 15 36.     (W)     SCALED    
 AX0100* NAVD 88     -        48.95   (+/-2cm)     160.6    (feet)  VERTCON   
 AX0100  ___________________________________________________________________
 AX0100  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0100
 AX0100  VERT ORDER  -  THIRD (See Below)
 AX0100
 AX0100.The horizontal coordinates were scaled from a topographic map and have
 AX0100.an estimated accuracy of +/- 6 seconds.
 AX0100
 AX0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0100.The vertical order pertains to the NGVD 29 superseded value.
 AX0100
 AX0100.The geoid height was determined by GEOID03.
 AX0100
 AX0100;                    North         East    Units  Estimated Accuracy
 AX0100;SPC TXSC     - 4,195,030.      865,460.      MT  (+/- 180 meters Scaled)
 AX0100
 AX0100                          SUPERSEDED SURVEY CONTROL
 AX0100
 AX0100  NGVD 29 (??/??/??)   48.94   (m)          160.6    (f) RESET       3  
 AX0100
 AX0100.Superseded values are not recommended for survey control.
 AX0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0100.See file dsdata.txt to determine how the superseded data were derived.
 AX0100
 AX0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT654737(NAD 83)
 AX0100_MARKER: DB = BENCH MARK DISK
 AX0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0100_SP_SET: CULVERT
 AX0100_STAMPING: Z 812 RESET 1952
 AX0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0100
 AX0100  HISTORY     - Date     Condition        Report By
 AX0100  HISTORY     - 1952     MONUMENTED       ORDT
 AX0100  HISTORY     - 19910608 GOOD             USPSQD
 AX0100
 AX0100                          STATION DESCRIPTION
 AX0100
 AX0100'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1952
 AX0100'2.1 MI W FROM LISSIE.
 AX0100'2.1 MILES WEST ALONG U.S. HIGHWAY 90 A FROM THE TEXAS AND NEW ORLEANS
 AX0100'RAILROAD STATION AT LISSIE, COLORADO COUNTY, 0.4 MILE WEST OF THE
 AX0100'WHARTON-COLORADO COUNTY LINE, AT A 10- BY 2.5-FOOT CONCRETE BOX
 AX0100'CULVERT, IN THE WEST END OF THE SOUTH HEADWALL, 22.3 FEET SOUTH OF THE
 AX0100'CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE EDGE OF THE
 AX0100'HIGHWAY.  A STANDARD DISK, STAMPED Z 812 RESET 1952.
 AX0100
 AX0100                          STATION RECOVERY (1991)
 AX0100
 AX0100'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0116 ***********************************************************************
 AX0116  DESIGNATION -  Z 813
 AX0116  PID         -  AX0116
 AX0116  STATE/COUNTY-  TX/AUSTIN
 AX0116  USGS QUAD   -  EAST BERNARD (1980)
 AX0116
 AX0116                         *CURRENT SURVEY CONTROL
 AX0116  ___________________________________________________________________
 AX0116* NAD 83(1986)-  29 36 32.     (N)    096 05 10.     (W)     SCALED    
 AX0116* NAVD 88     -        38.75   (+/-2cm)     127.1    (feet)  VERTCON   
 AX0116  ___________________________________________________________________
 AX0116  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0116
 AX0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0116
 AX0116.The horizontal coordinates were scaled from a topographic map and have
 AX0116.an estimated accuracy of +/- 6 seconds.
 AX0116
 AX0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0116.The vertical order pertains to the NGVD 29 superseded value.
 AX0116
 AX0116.The geoid height was determined by GEOID03.
 AX0116
 AX0116;                    North         East    Units  Estimated Accuracy
 AX0116;SPC TXSC     - 4,200,300.      882,180.      MT  (+/- 180 meters Scaled)
 AX0116
 AX0116                          SUPERSEDED SURVEY CONTROL
 AX0116
 AX0116  NGVD 29 (??/??/92)   38.746  (m)          127.12   (f) ADJ UNCH    2 0
 AX0116
 AX0116.Superseded values are not recommended for survey control.
 AX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0116.See file dsdata.txt to determine how the superseded data were derived.
 AX0116
 AX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT821789(NAD 83)
 AX0116_MARKER: DB = BENCH MARK DISK
 AX0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0116_STAMPING: Z 813 1943
 AX0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0116+STABILITY: SURFACE MOTION
 AX0116
 AX0116  HISTORY     - Date     Condition        Report By
 AX0116  HISTORY     - 1943     MONUMENTED       CGS
 AX0116  HISTORY     - 1954     GOOD             NGS
 AX0116  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0116
 AX0116                          STATION DESCRIPTION
 AX0116
 AX0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0116'2.1 MI S FROM WALLIS.
 AX0116'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 60 FROM THE GULF, COLORADO AND
 AX0116'SANTA FE RAILWAY STATION AT WALLIS, AUSTIN COUNTY, 59 YARDS SOUTHWEST
 AX0116'OF A FENCE CORNER, 48 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AX0116'2.2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 0.5 FEET SOUTHEAST
 AX0116'OF THE SOUTHEAST RIGHT-OF-WAY FENCE, AND 1 FOOT LOWER THAN THE
 AX0116'HIGHWAY.  A STANDARD DISK, STAMPED Z 813 1943 AND SET IN THE TOP OF A
 AX0116'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AX0116
 AX0116                          STATION RECOVERY (1999)
 AX0116
 AX0116'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0371 ***********************************************************************
 AX0371  DESIGNATION -  Z 814
 AX0371  PID         -  AX0371
 AX0371  STATE/COUNTY-  TX/WHARTON
 AX0371  USGS QUAD   -  EGYPT (1980)
 AX0371
 AX0371                         *CURRENT SURVEY CONTROL
 AX0371  ___________________________________________________________________
 AX0371* NAD 83(1986)-  29 22 58.     (N)    096 13 12.     (W)     SCALED    
 AX0371* NAVD 88     -        36.23   (+/-2cm)     118.9    (feet)  VERTCON   
 AX0371  ___________________________________________________________________
 AX0371  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0371
 AX0371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0371
 AX0371.The horizontal coordinates were scaled from a topographic map and have
 AX0371.an estimated accuracy of +/- 6 seconds.
 AX0371
 AX0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0371.The vertical order pertains to the NGVD 29 superseded value.
 AX0371
 AX0371.The geoid height was determined by GEOID03.
 AX0371
 AX0371;                    North         East    Units  Estimated Accuracy
 AX0371;SPC TXSC     - 4,174,930.      869,810.      MT  (+/- 180 meters Scaled)
 AX0371
 AX0371                          SUPERSEDED SURVEY CONTROL
 AX0371
 AX0371  NGVD 29 (??/??/92)   36.231  (m)          118.87   (f) ADJ UNCH    2 0
 AX0371
 AX0371.Superseded values are not recommended for survey control.
 AX0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0371.See file dsdata.txt to determine how the superseded data were derived.
 AX0371
 AX0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT698536(NAD 83)
 AX0371_MARKER: DB = BENCH MARK DISK
 AX0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0371_STAMPING: Z 814 1934
 AX0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0371+STABILITY: SURFACE MOTION
 AX0371
 AX0371  HISTORY     - Date     Condition        Report By
 AX0371  HISTORY     - 1934     MONUMENTED       CGS
 AX0371
 AX0371                          STATION DESCRIPTION
 AX0371
 AX0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0371'1.6 MI SE FROM EGYPT.
 AX0371'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT
 AX0371'EGYPT, PROCEED 1.6 MILES SOUTHEASTERLY ALONG THE TRACK TO MILEPOST NO.
 AX0371'34 AT DORMAN SIDING AND SITE OF BENCH MARK.  BENCH MARK IS 87.9 FEET
 AX0371'SOUTHWEST OF AND ACROSS THE TRACK FROM MILE POST NO. 34.  IT IS 36.0
 AX0371'FEET SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE MAIN
 AX0371'TRACK, 2.9 FEET SOUTHWEST OF A SECTION OF RAIL SET VERTICALLY IN THE
 AX0371'GROUND AND PAINTED WHITE WITH THE NUMBER 34 IN BLACK FIGURES PAINTED
 AX0371'ON THE NORTHWEST SIDE OF THE SECTION OF RAIL, 2.0 FEET NORTHWEST OF A
 AX0371'TELEPHONE POLE.  MONUMENT PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0144 ***********************************************************************
 AX0144  DESIGNATION -  Z 815
 AX0144  PID         -  AX0144
 AX0144  STATE/COUNTY-  TX/COLORADO
 AX0144  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0144
 AX0144                         *CURRENT SURVEY CONTROL
 AX0144  ___________________________________________________________________
 AX0144* NAD 83(1986)-  29 38 13.     (N)    096 16 55.     (W)     SCALED    
 AX0144* NAVD 88     -        50.56   (+/-2cm)     165.9    (feet)  VERTCON   
 AX0144  ___________________________________________________________________
 AX0144  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0144
 AX0144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0144
 AX0144.The horizontal coordinates were scaled from a topographic map and have
 AX0144.an estimated accuracy of +/- 6 seconds.
 AX0144
 AX0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0144.The vertical order pertains to the NGVD 29 superseded value.
 AX0144
 AX0144.The geoid height was determined by GEOID03.
 AX0144
 AX0144;                    North         East    Units  Estimated Accuracy
 AX0144;SPC TXSC     - 4,202,950.      863,150.      MT  (+/- 180 meters Scaled)
 AX0144
 AX0144                          SUPERSEDED SURVEY CONTROL
 AX0144
 AX0144  NGVD 29 (??/??/92)   50.550  (m)          165.85   (f) ADJ UNCH    2 0
 AX0144
 AX0144.Superseded values are not recommended for survey control.
 AX0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0144.See file dsdata.txt to determine how the superseded data were derived.
 AX0144
 AX0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT631816(NAD 83)
 AX0144_MARKER: DB = BENCH MARK DISK
 AX0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0144_STAMPING: Z 815 1943
 AX0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0144+STABILITY: SURFACE MOTION
 AX0144
 AX0144  HISTORY     - Date     Condition        Report By
 AX0144  HISTORY     - 1943     MONUMENTED       CGS
 AX0144  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX0144
 AX0144                          STATION DESCRIPTION
 AX0144
 AX0144'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX0144'4.3 MI NE FROM EAGLE LAKE.
 AX0144'TO REACH FROM THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE,
 AX0144'PROCEED 4.3 MILES NORTHEASTERLY ALONG THE GULF, COLORADO AND SANTA FE
 AX0144'RAILROAD TRACK TO MILE POST NO. 13 AND SITE OF BENCH MARK.  BENCH MARK
 AX0144'IS 96.5 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILE POST NO. 13.
 AX0144'IT IS 49.0 FEET SOUTHEAST OF AND ABOUT 2.5 FEET BELOW THE CENTERLINE
 AX0144'OF THE TRACK, 1.5 FOOT NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.
 AX0144'MONUMENT IS 2.4 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AX0144'AND PROJECTS 0.1 FOOT ABOVE THE GROUND.  A STANDARD DISK, SET IN THE
 AX0144'TOP OF A CONCRETE POST.  NOTE-- SEARCH WAS HAMPERED BY TALL WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0180 ***********************************************************************
 AX0180  DESIGNATION -  Z 816
 AX0180  PID         -  AX0180
 AX0180  STATE/COUNTY-  TX/COLORADO
 AX0180  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0180
 AX0180                         *CURRENT SURVEY CONTROL
 AX0180  ___________________________________________________________________
 AX0180* NAD 83(1986)-  29 40 18.     (N)    096 19 11.     (W)     SCALED    
 AX0180* NAVD 88     -        60.32   (+/-2cm)     197.9    (feet)  VERTCON   
 AX0180  ___________________________________________________________________
 AX0180  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0180
 AX0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0180
 AX0180.The horizontal coordinates were scaled from a topographic map and have
 AX0180.an estimated accuracy of +/- 6 seconds.
 AX0180
 AX0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0180.The vertical order pertains to the NGVD 29 superseded value.
 AX0180
 AX0180.The geoid height was determined by GEOID03.
 AX0180
 AX0180;                    North         East    Units  Estimated Accuracy
 AX0180;SPC TXSC     - 4,206,710.      859,400.      MT  (+/- 180 meters Scaled)
 AX0180
 AX0180                          SUPERSEDED SURVEY CONTROL
 AX0180
 AX0180  NGVD 29 (??/??/92)   60.300  (m)          197.83   (f) ADJ UNCH    2 0
 AX0180
 AX0180.Superseded values are not recommended for survey control.
 AX0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0180.See file dsdata.txt to determine how the superseded data were derived.
 AX0180
 AX0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT594854(NAD 83)
 AX0180_MARKER: DB = BENCH MARK DISK
 AX0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0180_STAMPING: Z 816 1943
 AX0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0180+STABILITY: SURFACE MOTION
 AX0180
 AX0180  HISTORY     - Date     Condition        Report By
 AX0180  HISTORY     - 1943     MONUMENTED       CGS
 AX0180  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX0180
 AX0180                          STATION DESCRIPTION
 AX0180
 AX0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0180'9.2 MI N FROM EAGLE LAKE.
 AX0180'3.2 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AX0180'THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE, THENCE 6.0 MILES
 AX0180'NORTHWEST ALONG A GRAVEL ROAD.  ABOUT 1/4 MILE SOUTH OF A TURN IN THE
 AX0180'ROAD, 28.8 FEET WEST OF THE CENTERLINE OF THE ROAD, 0.7 FOOT EAST OF
 AX0180'THE WEST RIGHT-OF-WAY FENCE, 2.9 FEET NORTH OF A WHITE WOODEN WITNESS
 AX0180'POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, SET IN
 AX0180'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 AX0180
 AX0180                          STATION RECOVERY (1963)
 AX0180
 AX0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4802 ***********************************************************************
 AW4802  DESIGNATION -  Z 817
 AW4802  PID         -  AW4802
 AW4802  STATE/COUNTY-  TX/FORT BEND
 AW4802  USGS QUAD   -  RICHMOND (1980)
 AW4802
 AW4802                         *CURRENT SURVEY CONTROL
 AW4802  ___________________________________________________________________
 AW4802* NAD 83(1986)-  29 32 10.     (N)    095 51 20.     (W)     SCALED    
 AW4802* NAVD 88     -        31.660  (meters)     103.87   (feet)  ADJUSTED  
 AW4802  ___________________________________________________________________
 AW4802  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW4802  DYNAMIC HT  -          31.616 (meters)     103.73  (feet)  COMP
 AW4802  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 AW4802
 AW4802  VERT ORDER  -  FIRST     CLASS I
 AW4802
 AW4802.The horizontal coordinates were scaled from a topographic map and have
 AW4802.an estimated accuracy of +/- 6 seconds.
 AW4802
 AW4802.The orthometric height was determined by differential leveling
 AW4802.and adjusted by the National Geodetic Survey in June 1991..
 AW4802
 AW4802.The geoid height was determined by GEOID03.
 AW4802
 AW4802.The dynamic height is computed by dividing the NAVD 88
 AW4802.geopotential number by the normal gravity value computed on the
 AW4802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4802.degrees latitude (g = 980.6199 gals.).
 AW4802
 AW4802.The modeled gravity was interpolated from observed gravity values.
 AW4802
 AW4802;                    North         East    Units  Estimated Accuracy
 AW4802;SPC TXSC     - 4,192,810.      904,720.      MT  (+/- 180 meters Scaled)
 AW4802
 AW4802                          SUPERSEDED SURVEY CONTROL
 AW4802
 AW4802  NGVD 29 (12/23/87)   31.657  (m)          103.86   (f) ADJUSTED    1 1
 AW4802
 AW4802.Superseded values are not recommended for survey control.
 AW4802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4802.See file dsdata.txt to determine how the superseded data were derived.
 AW4802
 AW4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN232707(NAD 83)
 AW4802_MARKER: DB = BENCH MARK DISK
 AW4802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4802_SP_SET: CONCRETE POST
 AW4802_STAMPING: Z 817 1943
 AW4802_MARK LOGO: CGS   
 AW4802_PROJECTION: PROJECTING 3 CENTIMETERS
 AW4802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4802+STABILITY: SURFACE MOTION
 AW4802
 AW4802  HISTORY     - Date     Condition        Report By
 AW4802  HISTORY     - 1943     MONUMENTED       CGS
 AW4802  HISTORY     - 1987     GOOD             NGS
 AW4802  HISTORY     - 19931204 GOOD             USPSQD
 AW4802
 AW4802                          STATION DESCRIPTION
 AW4802
 AW4802'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4802'3.5 MI SW FROM ROSENBERG.
 AW4802'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4802'PASSENGER STATION AT ROSENBERG, PROCEED 3.5 MILES SOUTHWESTERLY ALONG
 AW4802'THE TRACK TO MILE POST NO.3 AND SITE OF BENCH MARK.  BENCH MARK IS
 AW4802'59.4 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY NO.59.  IT IS
 AW4802'41.0 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AW4802'RAILROAD TRACK, 5.0 FEET NORTHEAST OF MILE POST NO.3 AND 3.4 FEET
 AW4802'SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AW4802'0.2 FOOT.
 AW4802
 AW4802                          STATION RECOVERY (1987)
 AW4802
 AW4802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4802'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.78 KM (0.48
 AW4802'MI) WEST ALONG US HIGHWAY 90 ALTERNATE FROM THE JUNCTION OF FM ROAD
 AW4802'723 IN ROSENBERG, THENCE 4.5 KM (2.79 MI) SOUTHWEST ALONG FM SPUR ROAD
 AW4802'529, ALSO 1.6 KM (1.0 MI) NORTHEAST ALONG BUSINESS ROUTE 59 FROM THE
 AW4802'POST OFFICE IN BEASLEY, THENCE 5.48 KM (3.4 MI) NORTHEAST ALONG US
 AW4802'HIGHWAY 59, 17.9 METERS (59.0 FT) NORTHWEST OF THE CENTERLINE OF ROAD
 AW4802'529, 11.6 METERS (38.2 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 AW4802'SOUTHERN PACIFIC COMPANY RAILROAD, 17.3 METERS (56.6 FT)
 AW4802'EAST-SOUTHEAST OF MILEPOST 3, 16.7 METERS (54.9 FT) NORTHEAST OF A
 AW4802'PIPELINE WARNING SIGN.
 AW4802'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AW4802'THE MARK IS 0.3 M BELOW THE ROAD.
 AW4802
 AW4802                          STATION RECOVERY (1993)
 AW4802
 AW4802'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1099 ***********************************************************************
 AX1099  DESIGNATION -  Z 818 RESET 1969
 AX1099  PID         -  AX1099
 AX1099  STATE/COUNTY-  TX/COLORADO
 AX1099  USGS QUAD   -  WEIMAR (1981)
 AX1099
 AX1099                         *CURRENT SURVEY CONTROL
 AX1099  ___________________________________________________________________
 AX1099* NAD 83(1986)-  29 42 09.     (N)    096 46 49.     (W)     SCALED    
 AX1099* NAVD 88     -       125.62   (+/-2cm)     412.1    (feet)  VERTCON   
 AX1099  ___________________________________________________________________
 AX1099  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1099
 AX1099  VERT ORDER  -  THIRD (See Below)
 AX1099
 AX1099.The horizontal coordinates were scaled from a topographic map and have
 AX1099.an estimated accuracy of +/- 6 seconds.
 AX1099
 AX1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1099.The vertical order pertains to the NGVD 29 superseded value.
 AX1099
 AX1099.The geoid height was determined by GEOID03.
 AX1099
 AX1099;                    North         East    Units  Estimated Accuracy
 AX1099;SPC TXSC     - 4,209,190.      814,770.      MT  (+/- 180 meters Scaled)
 AX1099
 AX1099                          SUPERSEDED SURVEY CONTROL
 AX1099
 AX1099  NGVD 29 (??/??/??)  125.59   (m)          412.0    (f) RESET       3  
 AX1099
 AX1099.Superseded values are not recommended for survey control.
 AX1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1099.See file dsdata.txt to determine how the superseded data were derived.
 AX1099
 AX1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT147878(NAD 83)
 AX1099_MARKER: DB = BENCH MARK DISK
 AX1099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1099_SP_SET: SIDEWALK
 AX1099_STAMPING: Z 818 RESET 1969
 AX1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1099+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1099
 AX1099  HISTORY     - Date     Condition        Report By
 AX1099  HISTORY     - 1969     MONUMENTED       TXHD
 AX1099  HISTORY     - 1987     GOOD             USPSQD
 AX1099  HISTORY     - 1990     GOOD             USPSQD
 AX1099  HISTORY     - 19910608 GOOD             USPSQD
 AX1099  HISTORY     - 19970608 GOOD             USPSQD
 AX1099  HISTORY     - 20020727 GOOD             USPSQD
 AX1099  HISTORY     - 20040318 GOOD             USPSQD
 AX1099  HISTORY     - 20050318 GOOD             USPSQD
 AX1099
 AX1099                          STATION DESCRIPTION
 AX1099
 AX1099'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1969
 AX1099'IN WEIMAR.
 AX1099'AT WEIMAR, SET IN THE TOP OF THE SIDEWALK, 64 FEET NORTHWEST OF THE
 AX1099'NORTHWEST CORNER OF THE POST OFFICE BUILDING, 102.5 FEET EAST OF THE
 AX1099'CENTER LINE OF CENTER STREET, 40 FEET SOUTH OF THE CENTER LINE OF U.S.
 AX1099'HIGHWAY 90.
 AX1099
 AX1099                          STATION RECOVERY (1987)
 AX1099
 AX1099'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1099'RECOVERED IN GOOD CONDITION.
 AX1099
 AX1099                          STATION RECOVERY (1990)
 AX1099
 AX1099'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1099'RECOVERED IN GOOD CONDITION.
 AX1099
 AX1099                          STATION RECOVERY (1991)
 AX1099
 AX1099'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJG)
 AX1099'RECOVERED IN GOOD CONDITION.
 AX1099
 AX1099                          STATION RECOVERY (1997)
 AX1099
 AX1099'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1099'RECOVERED IN GOOD CONDITION.
 AX1099
 AX1099                          STATION RECOVERY (2002)
 AX1099
 AX1099'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1099'RECOVERED IN GOOD CONDITION.
 AX1099
 AX1099                          STATION RECOVERY (2004)
 AX1099
 AX1099'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1099'RECOVERED IN GOOD CONDITION.
 AX1099
 AX1099                          STATION RECOVERY (2005)
 AX1099
 AX1099'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1148 ***********************************************************************
 AX1148  DESIGNATION -  Z 819
 AX1148  PID         -  AX1148
 AX1148  STATE/COUNTY-  TX/COLORADO
 AX1148  USGS QUAD   -  WEIMAR (1981)
 AX1148
 AX1148                         *CURRENT SURVEY CONTROL
 AX1148  ___________________________________________________________________
 AX1148* NAD 83(1986)-  29 42 28.     (N)    096 46 47.     (W)     SCALED    
 AX1148* NAVD 88     -       122.92   (+/-2cm)     403.3    (feet)  VERTCON   
 AX1148  ___________________________________________________________________
 AX1148  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1148
 AX1148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1148
 AX1148.The horizontal coordinates were scaled from a topographic map and have
 AX1148.an estimated accuracy of +/- 6 seconds.
 AX1148
 AX1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1148.The vertical order pertains to the NGVD 29 superseded value.
 AX1148
 AX1148.The geoid height was determined by GEOID03.
 AX1148
 AX1148;                    North         East    Units  Estimated Accuracy
 AX1148;SPC TXSC     - 4,209,780.      814,810.      MT  (+/- 180 meters Scaled)
 AX1148
 AX1148                          SUPERSEDED SURVEY CONTROL
 AX1148
 AX1148  NGVD 29 (??/??/92)  122.885  (m)          403.17   (f) ADJ UNCH    2 0
 AX1148
 AX1148.Superseded values are not recommended for survey control.
 AX1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1148.See file dsdata.txt to determine how the superseded data were derived.
 AX1148
 AX1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT147884(NAD 83)
 AX1148_MARKER: DB = BENCH MARK DISK
 AX1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1148_SP_SET: CONCRETE BANISTER
 AX1148_STAMPING: Z 819 1943
 AX1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1148+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX1148
 AX1148  HISTORY     - Date     Condition        Report By
 AX1148  HISTORY     - 1943     MONUMENTED       CGS
 AX1148  HISTORY     - 1990     GOOD             USPSQD
 AX1148  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX1148  HISTORY     - 20020727 GOOD             USPSQD
 AX1148  HISTORY     - 20041027 GOOD             USPSQD
 AX1148
 AX1148                          STATION DESCRIPTION
 AX1148
 AX1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1148'IN WEIMAR.
 AX1148'BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE SOUTH
 AX1148'CONCRETE BANISTER OF THE WEST ENTRANCE STEPS OF THE CATHOLIC CHURCH AT
 AX1148'WEIMAR.  IT IS 0.3 MILE NORTH OF THE CITY HALL AT WEIMAR, 74.0 FEET
 AX1148'EAST OF AND ABOUT 2.5 FEET ABOVE THE CENTERLINE OF A GRAVEL ROAD
 AX1148'LEADING NORTH TO HOLMAN, 6.0 FEET SOUTH OF THE CENTERLINE OF THE WEST
 AX1148'ENTRANCE DOOR, 0.6 FOOT WEST OF THE WEST WALL OF THE BUILDING.
 AX1148
 AX1148                          STATION RECOVERY (1990)
 AX1148
 AX1148'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1148'RECOVERED IN GOOD CONDITION.
 AX1148
 AX1148                          STATION RECOVERY (1997)
 AX1148
 AX1148'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1148'MARK NOT FOUND.
 AX1148
 AX1148                          STATION RECOVERY (2002)
 AX1148
 AX1148'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1148'RECOVERED IN GOOD CONDITION.
 AX1148
 AX1148                          STATION RECOVERY (2004)
 AX1148
 AX1148'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0930 ***********************************************************************
 AY0930  DESIGNATION -  Z 82
 AY0930  PID         -  AY0930
 AY0930  STATE/COUNTY-  TX/KENDALL
 AY0930  USGS QUAD   -  BOERNE (1982)
 AY0930
 AY0930                         *CURRENT SURVEY CONTROL
 AY0930  ___________________________________________________________________
 AY0930* NAD 83(1986)-  29 47 40.     (N)    098 43 55.     (W)     SCALED    
 AY0930* NAVD 88     -       428.477  (meters)    1405.76   (feet)  ADJUSTED  
 AY0930  ___________________________________________________________________
 AY0930  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AY0930  DYNAMIC HT  -         427.855 (meters)    1403.72  (feet)  COMP
 AY0930  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AY0930
 AY0930  VERT ORDER  -  FIRST     CLASS II
 AY0930
 AY0930.The horizontal coordinates were scaled from a topographic map and have
 AY0930.an estimated accuracy of +/- 6 seconds.
 AY0930
 AY0930.The orthometric height was determined by differential leveling
 AY0930.and adjusted by the National Geodetic Survey in June 1991..
 AY0930
 AY0930.The geoid height was determined by GEOID03.
 AY0930
 AY0930.The dynamic height is computed by dividing the NAVD 88
 AY0930.geopotential number by the normal gravity value computed on the
 AY0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0930.degrees latitude (g = 980.6199 gals.).
 AY0930
 AY0930.The modeled gravity was interpolated from observed gravity values.
 AY0930
 AY0930;                    North         East    Units  Estimated Accuracy
 AY0930;SPC TXSC     - 4,217,380.      625,910.      MT  (+/- 180 meters Scaled)
 AY0930
 AY0930                          SUPERSEDED SURVEY CONTROL
 AY0930
 AY0930.No superseded survey control is available for this station.
 AY0930
 AY0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT259960(NAD 83)
 AY0930_MARKER: DB = BENCH MARK DISK
 AY0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0930_SP_SET: CURB
 AY0930_STAMPING: Z 82 1931
 AY0930_MARK LOGO: CGS   
 AY0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0930+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 AY0930
 AY0930  HISTORY     - Date     Condition        Report By
 AY0930  HISTORY     - 1931     MONUMENTED       CGS
 AY0930  HISTORY     - 1953     GOOD             NGS
 AY0930  HISTORY     - 1982     GOOD             NGS
 AY0930  HISTORY     - 1988     GOOD             USPSQD
 AY0930  HISTORY     - 1990     GOOD             USPSQD
 AY0930  HISTORY     - 19940323 GOOD             USPSQD
 AY0930  HISTORY     - 20040408 GOOD             INDIV
 AY0930
 AY0930                          STATION DESCRIPTION
 AY0930
 AY0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0930'IN BOERNE.
 AY0930'IN THE NORTHEAST CORNER OF THE PUBLIC SQUARE WHICH IS A PARK, ON MAIN
 AY0930'STREET, 26 FEET SOUTH OF THE NORTHEAST CORNER AND 2 FEET WEST OF THE
 AY0930'NORTH AND SOUTH CURB.
 AY0930
 AY0930                          STATION RECOVERY (1982)
 AY0930
 AY0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0930'THE MARK IS SET AT THE SOUTHWEST CORNER OF THE INTERSECTION OF BLANCO
 AY0930'ROAD AND NORTH MAIN STREET IN BOERNE.  11.2 METERS (36.5 FT) WEST
 AY0930'SOUTHWEST OF THE CENTER OF NORTH MAIN STREET, 18.2 METERS (60.0)
 AY0930'SOUTH SOUTHEAST OF THE CENTER OF BLANCO ROAD, 25.1 METERS (82.5 FT)
 AY0930'NORTHEAST OF A FLAG POLE.  0.6 METER (3.0 FT) WEST SOUTHWEST OF THE
 AY0930'WEST SOUTHWEST CURB OF NORTH MAIN STREET, AND 0.6 METER (3.0 FT) EAST
 AY0930'NORTHEAST OF THE EAST NORTHEAST EDGE OF A CONCRETE SIDEWALK.
 AY0930'THE MARK IS ABOVE LEVEL WITH NORTH MAIL STREET.
 AY0930
 AY0930                          STATION RECOVERY (1988)
 AY0930
 AY0930'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0930'RECOVERED IN GOOD CONDITION.
 AY0930
 AY0930                          STATION RECOVERY (1990)
 AY0930
 AY0930'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0930'RECOVERED IN GOOD CONDITION.
 AY0930
 AY0930                          STATION RECOVERY (1994)
 AY0930
 AY0930'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0930'RECOVERED IN GOOD CONDITION.
 AY0930
 AY0930                          STATION RECOVERY (2004)
 AY0930
 AY0930'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JG)
 AY0930'OBERVED WITH GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1372 ***********************************************************************
 AX1372  DESIGNATION -  Z 821
 AX1372  PID         -  AX1372
 AX1372  STATE/COUNTY-  TX/GONZALES
 AX1372  USGS QUAD   -  GONZALES NORTH (1981)
 AX1372
 AX1372                         *CURRENT SURVEY CONTROL
 AX1372  ___________________________________________________________________
 AX1372* NAD 83(1986)-  29 32 20.     (N)    097 25 27.     (W)     SCALED    
 AX1372* NAVD 88     -       103.94   (+/-2cm)     341.0    (feet)  VERTCON   
 AX1372  ___________________________________________________________________
 AX1372  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AX1372
 AX1372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1372
 AX1372.The horizontal coordinates were scaled from a topographic map and have
 AX1372.an estimated accuracy of +/- 6 seconds.
 AX1372
 AX1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1372.The vertical order pertains to the NGVD 29 superseded value.
 AX1372
 AX1372.The geoid height was determined by GEOID03.
 AX1372
 AX1372;                    North         East    Units  Estimated Accuracy
 AX1372;SPC TXSC     - 4,190,050.      752,720.      MT  (+/- 180 meters Scaled)
 AX1372
 AX1372                          SUPERSEDED SURVEY CONTROL
 AX1372
 AX1372  NGVD 29 (??/??/92)  103.907  (m)          340.90   (f) ADJ UNCH    2 0
 AX1372
 AX1372.Superseded values are not recommended for survey control.
 AX1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1372.See file dsdata.txt to determine how the superseded data were derived.
 AX1372
 AX1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT526687(NAD 83)
 AX1372_MARKER: DB = BENCH MARK DISK
 AX1372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1372_SP_SET: CULVERT
 AX1372_STAMPING: Z 821 1943
 AX1372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1372
 AX1372  HISTORY     - Date     Condition        Report By
 AX1372  HISTORY     - 1943     MONUMENTED       CGS
 AX1372  HISTORY     - 20031001 MARK NOT FOUND   USPSQD
 AX1372
 AX1372                          STATION DESCRIPTION
 AX1372
 AX1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1372'3.6 MI NE FROM GONZALES.
 AX1372'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 AX1372'GONZALES, GONZALES COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE
 AX1372'NORTHEAST END OF THE SOUTHEAST HEADWALL, 12 FEET SOUTHEAST OF THE
 AX1372'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 AX1372'DISK, STAMPED Z 821 1943.
 AX1372
 AX1372                          STATION RECOVERY (2003)
 AX1372
 AX1372'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1407 ***********************************************************************
 AX1407  DESIGNATION -  Z 822
 AX1407  PID         -  AX1407
 AX1407  STATE/COUNTY-  TX/FAYETTE
 AX1407  USGS QUAD   -  CISTERN (1981)
 AX1407
 AX1407                         *CURRENT SURVEY CONTROL
 AX1407  ___________________________________________________________________
 AX1407* NAD 83(1986)-  29 46 37.     (N)    097 13 31.     (W)     SCALED    
 AX1407* NAVD 88     -       123.27   (+/-2cm)     404.4    (feet)  VERTCON   
 AX1407  ___________________________________________________________________
 AX1407  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AX1407
 AX1407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1407
 AX1407.The horizontal coordinates were scaled from a topographic map and have
 AX1407.an estimated accuracy of +/- 6 seconds.
 AX1407
 AX1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1407.The vertical order pertains to the NGVD 29 superseded value.
 AX1407
 AX1407.The geoid height was determined by GEOID03.
 AX1407
 AX1407;                    North         East    Units  Estimated Accuracy
 AX1407;SPC TXSC     - 4,216,710.      771,590.      MT  (+/- 180 meters Scaled)
 AX1407
 AX1407                          SUPERSEDED SURVEY CONTROL
 AX1407
 AX1407  NGVD 29 (??/??/92)  123.219  (m)          404.26   (f) ADJ UNCH    2 0
 AX1407
 AX1407.Superseded values are not recommended for survey control.
 AX1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1407.See file dsdata.txt to determine how the superseded data were derived.
 AX1407
 AX1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT715953(NAD 83)
 AX1407_MARKER: DB = BENCH MARK DISK
 AX1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1407_STAMPING: Z 822 1943
 AX1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1407+STABILITY: SURFACE MOTION
 AX1407
 AX1407  HISTORY     - Date     Condition        Report By
 AX1407  HISTORY     - 1943     MONUMENTED       CGS
 AX1407  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1407
 AX1407                          STATION DESCRIPTION
 AX1407
 AX1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1407'2.9 MI S FROM CISTERN.
 AX1407'2.9 MILES SOUTH ALONG A GRADED ROAD LEADING TO WAELDER FROM THE ROAD
 AX1407'INTERSECTION AT CISTERN, FAYETTE COUNTY, AT A T-ROAD JUNCTION, 54 FEET
 AX1407'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 30 FEET SOUTH OF
 AX1407'THE CENTERLINE OF THE EAST-AND-WEST ROAD, 1 FOOT SOUTH OF THE
 AX1407'RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST. A
 AX1407'STANDARD DISK, STAMPED Z 822 1943 AND SET IN THE TOP OF A CONCRETE
 AX1407'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1407
 AX1407                          STATION RECOVERY (1997)
 AX1407
 AX1407'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1450 ***********************************************************************
 AX1450  DESIGNATION -  Z 823
 AX1450  PID         -  AX1450
 AX1450  STATE/COUNTY-  TX/FAYETTE
 AX1450  USGS QUAD   -  CISTERN (1981)
 AX1450
 AX1450                         *CURRENT SURVEY CONTROL
 AX1450  ___________________________________________________________________
 AX1450* NAD 83(1986)-  29 51 38.     (N)    097 08 03.     (W)     SCALED    
 AX1450* NAVD 88     -       106.55   (+/-2cm)     349.6    (feet)  VERTCON   
 AX1450  ___________________________________________________________________
 AX1450  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AX1450
 AX1450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1450
 AX1450.The horizontal coordinates were scaled from a topographic map and have
 AX1450.an estimated accuracy of +/- 6 seconds.
 AX1450
 AX1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1450.The vertical order pertains to the NGVD 29 superseded value.
 AX1450
 AX1450.The geoid height was determined by GEOID03.
 AX1450
 AX1450;                    North         East    Units  Estimated Accuracy
 AX1450;SPC TXSC     - 4,226,110.      780,250.      MT  (+/- 180 meters Scaled)
 AX1450
 AX1450                          SUPERSEDED SURVEY CONTROL
 AX1450
 AX1450  NGVD 29 (??/??/92)  106.502  (m)          349.42   (f) ADJ UNCH    2 0
 AX1450
 AX1450.Superseded values are not recommended for survey control.
 AX1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1450.See file dsdata.txt to determine how the superseded data were derived.
 AX1450
 AX1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU802047(NAD 83)
 AX1450_MARKER: DB = BENCH MARK DISK
 AX1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1450_STAMPING: Z 823 1943
 AX1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1450+STABILITY: SURFACE MOTION
 AX1450
 AX1450  HISTORY     - Date     Condition        Report By
 AX1450  HISTORY     - 1943     MONUMENTED       CGS
 AX1450
 AX1450                          STATION DESCRIPTION
 AX1450
 AX1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1450'6.5 MI NW FROM MULDOON.
 AX1450'6.5 MILES NORTHWEST OF MULDOON, FAYETTE COUNTY.  THIS BENCH MARK MAY
 AX1450'BE REACHED FROM THE GRADE SCHOOL BY GOING 5.4 MILES WEST ALONG A
 AX1450'GRADED ROAD TO A T-ROAD JUNCTION, TURN RIGHT AND GO 0.7 MILE NORTH TO
 AX1450'A ROAD FORK, AND TAKE FORK AND GO 0.4 MILE.  IT IS ON THE OUTSIDE OF A
 AX1450'SMALL CURVE IN THE ROAD, 24 FEET EAST OF THE CENTERLINE OF THE ROAD,
 AX1450'12 FEET NORTH OF THE CENTER OF A DOUBLE WIRE GATE, 3 FEET WEST OF THE
 AX1450'RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AX1450'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Z 823 1943 AND SET IN
 AX1450'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1417 ***********************************************************************
 AX1417  DESIGNATION -  Z 824
 AX1417  PID         -  AX1417
 AX1417  STATE/COUNTY-  TX/FAYETTE
 AX1417  USGS QUAD   -  CISTERN (1981)
 AX1417
 AX1417                         *CURRENT SURVEY CONTROL
 AX1417  ___________________________________________________________________
 AX1417* NAD 83(1986)-  29 51 50.     (N)    097 12 18.     (W)     SCALED    
 AX1417* NAVD 88     -       134.76   (+/-2cm)     442.1    (feet)  VERTCON   
 AX1417  ___________________________________________________________________
 AX1417  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AX1417
 AX1417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1417
 AX1417.The horizontal coordinates were scaled from a topographic map and have
 AX1417.an estimated accuracy of +/- 6 seconds.
 AX1417
 AX1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1417.The vertical order pertains to the NGVD 29 superseded value.
 AX1417
 AX1417.The geoid height was determined by GEOID03.
 AX1417
 AX1417;                    North         East    Units  Estimated Accuracy
 AX1417;SPC TXSC     - 4,226,370.      773,410.      MT  (+/- 180 meters Scaled)
 AX1417
 AX1417                          SUPERSEDED SURVEY CONTROL
 AX1417
 AX1417  NGVD 29 (??/??/92)  134.705  (m)          441.94   (f) ADJ UNCH    2 0
 AX1417
 AX1417.Superseded values are not recommended for survey control.
 AX1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1417.See file dsdata.txt to determine how the superseded data were derived.
 AX1417
 AX1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU733050(NAD 83)
 AX1417_MARKER: DB = BENCH MARK DISK
 AX1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1417_SP_SET: CULVERT
 AX1417_STAMPING: Z 824 1943
 AX1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1417
 AX1417  HISTORY     - Date     Condition        Report By
 AX1417  HISTORY     - 1943     MONUMENTED       CGS
 AX1417  HISTORY     - 1960     GOOD             NGS
 AX1417  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1417
 AX1417                          STATION DESCRIPTION
 AX1417
 AX1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1417'3.5 MI N FROM CISTERN.
 AX1417'3.5 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION AT
 AX1417'CISTERN, FAYETTE COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE
 AX1417'SOUTH END OF THE WEST HEADWALL, 14 FEET WEST OF THE CENTERLINE OF THE
 AX1417'HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 AX1417
 AX1417                          STATION RECOVERY (1991)
 AX1417
 AX1417'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1418 ***********************************************************************
 AX1418  DESIGNATION -  Z 824 RESET 1960
 AX1418  PID         -  AX1418
 AX1418  STATE/COUNTY-  TX/FAYETTE
 AX1418  USGS QUAD   -  CISTERN (1981)
 AX1418
 AX1418                         *CURRENT SURVEY CONTROL
 AX1418  ___________________________________________________________________
 AX1418* NAD 83(1986)-  29 51 51.     (N)    097 12 19.     (W)     SCALED    
 AX1418* NAVD 88     -       135.73   (+/-2cm)     445.3    (feet)  VERTCON   
 AX1418  ___________________________________________________________________
 AX1418  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AX1418
 AX1418  VERT ORDER  -  THIRD (See Below)
 AX1418
 AX1418.The horizontal coordinates were scaled from a topographic map and have
 AX1418.an estimated accuracy of +/- 6 seconds.
 AX1418
 AX1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1418.The vertical order pertains to the NGVD 29 superseded value.
 AX1418
 AX1418.The geoid height was determined by GEOID03.
 AX1418
 AX1418;                    North         East    Units  Estimated Accuracy
 AX1418;SPC TXSC     - 4,226,400.      773,380.      MT  (+/- 180 meters Scaled)
 AX1418
 AX1418                          SUPERSEDED SURVEY CONTROL
 AX1418
 AX1418  NGVD 29 (??/??/??)  135.68   (m)          445.1    (f) RESET       3  
 AX1418
 AX1418.Superseded values are not recommended for survey control.
 AX1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1418.See file dsdata.txt to determine how the superseded data were derived.
 AX1418
 AX1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU733050(NAD 83)
 AX1418_MARKER: DB = BENCH MARK DISK
 AX1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1418_STAMPING: Z 824 RESET 1960
 AX1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1418+STABILITY: SURFACE MOTION
 AX1418
 AX1418  HISTORY     - Date     Condition        Report By
 AX1418  HISTORY     - 1960     MONUMENTED       CGS
 AX1418  HISTORY     - 19910608 GOOD             USPSQD
 AX1418  HISTORY     - 19970607 GOOD             USPSQD
 AX1418
 AX1418                          STATION DESCRIPTION
 AX1418
 AX1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AX1418'3.5 MI N FROM CISTERN.
 AX1418'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY NO.95 FROM THE MAIN ROAD
 AX1418'INTERSECTION IN CISTERN, ABOUT 75 YARDS NORTHWEST OF A CONCRETE
 AX1418'CULVERT, 3 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE LINE AND ABOUT 10
 AX1418'FEET NORTH OF HIGHWAY SURVEY STA. 662 + 00 IN THE BRUSH AREA.  A
 AX1418'STANDARD DISK STAMPED Z 824 RESET 1960 IN A CONCRETE POST PROJECTING
 AX1418'ABOUT 3 INCHES.
 AX1418
 AX1418                          STATION RECOVERY (1991)
 AX1418
 AX1418'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1418'RECOVERED IN GOOD CONDITION.
 AX1418
 AX1418                          STATION RECOVERY (1997)
 AX1418
 AX1418'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2413 ***********************************************************************
 AX2413  DESIGNATION -  Z 825
 AX2413  PID         -  AX2413
 AX2413  STATE/COUNTY-  TX/GONZALES
 AX2413  USGS QUAD   -  FLATONIA NW (1981)
 AX2413
 AX2413                         *CURRENT SURVEY CONTROL
 AX2413  ___________________________________________________________________
 AX2413* NAD 83(1986)-  29 41 10.     (N)    097 13 58.     (W)     SCALED    
 AX2413* NAVD 88     -        96.86   (+/-2cm)     317.8    (feet)  VERTCON   
 AX2413  ___________________________________________________________________
 AX2413  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AX2413
 AX2413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2413
 AX2413.The horizontal coordinates were scaled from a topographic map and have
 AX2413.an estimated accuracy of +/- 6 seconds.
 AX2413
 AX2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2413.The vertical order pertains to the NGVD 29 superseded value.
 AX2413
 AX2413.The geoid height was determined by GEOID03.
 AX2413
 AX2413;                    North         East    Units  Estimated Accuracy
 AX2413;SPC TXSC     - 4,206,630.      771,020.      MT  (+/- 180 meters Scaled)
 AX2413
 AX2413                          SUPERSEDED SURVEY CONTROL
 AX2413
 AX2413  NGVD 29 (??/??/92)   96.824  (m)          317.66   (f) ADJ UNCH    2 0
 AX2413
 AX2413.Superseded values are not recommended for survey control.
 AX2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2413.See file dsdata.txt to determine how the superseded data were derived.
 AX2413
 AX2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT709853(NAD 83)
 AX2413_MARKER: DB = BENCH MARK DISK
 AX2413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2413_SP_SET: BRIDGE ABUTMENT
 AX2413_STAMPING: Z 825 1943
 AX2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2413+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX2413
 AX2413  HISTORY     - Date     Condition        Report By
 AX2413  HISTORY     - 1943     MONUMENTED       CGS
 AX2413  HISTORY     - 1971     GOOD             NGS
 AX2413  HISTORY     - 1987     GOOD             USPSQD
 AX2413  HISTORY     - 1988     GOOD             USPSQD
 AX2413  HISTORY     - 20050318 GOOD             USPSQD
 AX2413
 AX2413                          STATION DESCRIPTION
 AX2413
 AX2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2413'4.1 MI E FROM WAELDER.
 AX2413'4.1 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC CO.
 AX2413'RAILROAD STATION AT WAELDER, GONZALES COUNTY, AT A LONG CONCRETE
 AX2413'BRIDGE, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT, 18 FEET
 AX2413'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF THE NORTH
 AX2413'GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 AX2413'STAMPED Z 825 1943.
 AX2413
 AX2413                          STATION RECOVERY (1971)
 AX2413
 AX2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX2413'RECOVERED IN GOOD CONDITION.
 AX2413
 AX2413                          STATION RECOVERY (1987)
 AX2413
 AX2413'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2413'RECOVERED IN GOOD CONDITION.
 AX2413
 AX2413                          STATION RECOVERY (1988)
 AX2413
 AX2413'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX2413'RECOVERED IN GOOD CONDITION.
 AX2413
 AX2413                          STATION RECOVERY (2005)
 AX2413
 AX2413'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1836 ***********************************************************************
 AX1836  DESIGNATION -  Z 826
 AX1836  PID         -  AX1836
 AX1836  STATE/COUNTY-  TX/GONZALES
 AX1836  USGS QUAD   -  HAMON (1987)
 AX1836
 AX1836                         *CURRENT SURVEY CONTROL
 AX1836  ___________________________________________________________________
 AX1836* NAD 83(1986)-  29 26 52.     (N)    097 15 55.     (W)     SCALED    
 AX1836* NAVD 88     -       126.98   (+/-2cm)     416.6    (feet)  VERTCON   
 AX1836  ___________________________________________________________________
 AX1836  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AX1836
 AX1836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1836
 AX1836.The horizontal coordinates were scaled from a topographic map and have
 AX1836.an estimated accuracy of +/- 6 seconds.
 AX1836
 AX1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1836.The vertical order pertains to the NGVD 29 superseded value.
 AX1836
 AX1836.The geoid height was determined by GEOID03.
 AX1836
 AX1836;                    North         East    Units  Estimated Accuracy
 AX1836;SPC TXSC     - 4,180,170.      768,270.      MT  (+/- 180 meters Scaled)
 AX1836
 AX1836                          SUPERSEDED SURVEY CONTROL
 AX1836
 AX1836  NGVD 29 (??/??/92)  126.95   (m)          416.5    (f) COMPUTED    2 0
 AX1836
 AX1836.Superseded values are not recommended for survey control.
 AX1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1836.See file dsdata.txt to determine how the superseded data were derived.
 AX1836
 AX1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT682588(NAD 83)
 AX1836_MARKER: DB = BENCH MARK DISK
 AX1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1836_STAMPING: Z 826 1943
 AX1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1836+STABILITY: SURFACE MOTION
 AX1836
 AX1836  HISTORY     - Date     Condition        Report By
 AX1836  HISTORY     - 1943     MONUMENTED       CGS
 AX1836  HISTORY     - 1958     MARK NOT FOUND   USGS
 AX1836
 AX1836                          STATION DESCRIPTION
 AX1836
 AX1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1836'6.8 MI W FROM SHINER.
 AX1836'TO REACH FROM THE CITY HALL AT SHINER, PROCEED WESTERLY ON STATE
 AX1836'HIGHWAY NUMBER 200, GO 5.9 MILES, TURN SOUTHERLY (LEFT) ONTO THE ROAD
 AX1836'TO KOKERNOT AND GO 0.9 MILE TO A T ROAD INTERSECTION AND SITE OF BENCH
 AX1836'MARK.  BENCH MARK IS AT THE DIVISION FENCE CORNER DIRECTLY IN LINE
 AX1836'WITH THE CENTERLINE OF THE T ROAD LEADING EASTERLY, IT IS 27 FEET WEST
 AX1836'OF AND ABOUT THE SAME ELEVATION AS THE CENTER-LINE OF THE NORTH-SOUTH
 AX1836'ROAD, 3.0 FEET SOUTH OF A 4X4 INCH WOODEN MARKER POST AND 1.0 FOOT
 AX1836'EAST OF THE RIGHT-OF-WAY FENCE.
 AX1836
 AX1836                          STATION RECOVERY (1958)
 AX1836
 AX1836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 AX1836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1527 ***********************************************************************
 AX1527  DESIGNATION -  Z 827
 AX1527  PID         -  AX1527
 AX1527  STATE/COUNTY-  TX/GONZALES
 AX1527  USGS QUAD   -  DILWORTH (1981)
 AX1527
 AX1527                         *CURRENT SURVEY CONTROL
 AX1527  ___________________________________________________________________
 AX1527* NAD 83(1986)-  29 36 22.     (N)    097 19 59.     (W)     SCALED    
 AX1527* NAVD 88     -        97.97   (+/-2cm)     321.4    (feet)  VERTCON   
 AX1527  ___________________________________________________________________
 AX1527  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AX1527
 AX1527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1527
 AX1527.The horizontal coordinates were scaled from a topographic map and have
 AX1527.an estimated accuracy of +/- 6 seconds.
 AX1527
 AX1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1527.The vertical order pertains to the NGVD 29 superseded value.
 AX1527
 AX1527.The geoid height was determined by GEOID03.
 AX1527
 AX1527;                    North         East    Units  Estimated Accuracy
 AX1527;SPC TXSC     - 4,197,620.      761,440.      MT  (+/- 180 meters Scaled)
 AX1527
 AX1527                          SUPERSEDED SURVEY CONTROL
 AX1527
 AX1527  NGVD 29 (??/??/92)   97.937  (m)          321.31   (f) ADJ UNCH    2 0
 AX1527
 AX1527.Superseded values are not recommended for survey control.
 AX1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1527.See file dsdata.txt to determine how the superseded data were derived.
 AX1527
 AX1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT614763(NAD 83)
 AX1527_MARKER: DB = BENCH MARK DISK
 AX1527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1527_SP_SET: CULVERT
 AX1527_STAMPING: Z 827 1943
 AX1527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1527
 AX1527  HISTORY     - Date     Condition        Report By
 AX1527  HISTORY     - 1943     MONUMENTED       CGS
 AX1527
 AX1527                          STATION DESCRIPTION
 AX1527
 AX1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1527'6.5 MI S FROM WAELDER.
 AX1527'6.5 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SOUTHERN PACIFIC CO.
 AX1527'RAILROAD STATION AT WAELDER, GONZALES COUNTY, AT A T-ROAD JUNCTION, 63
 AX1527'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTHEAST OF
 AX1527'THE CENTERLINE OF A DIRT ROAD LEADING SOUTHWEST, AT A LARGE CONCRETE
 AX1527'CULVERT ON THE OLD GRADE OF THE HIGHWAY, AND IN THE TOP OF THE
 AX1527'SOUTH-WEST END OF THE SOUTHEAST HEADWALL.  A STANDARD DISK STAMPED Z
 AX1527'827 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0249 ***********************************************************************
 AY0249  DESIGNATION -  Z 828
 AY0249  PID         -  AY0249
 AY0249  STATE/COUNTY-  TX/WILSON
 AY0249  USGS QUAD   -  POTH (1961)
 AY0249
 AY0249                         *CURRENT SURVEY CONTROL
 AY0249  ___________________________________________________________________
 AY0249* NAD 83(1986)-  29 01 36.     (N)    098 02 57.     (W)     SCALED    
 AY0249* NAVD 88     -       101.944  (meters)     334.46   (feet)  ADJUSTED  
 AY0249  ___________________________________________________________________
 AY0249  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AY0249  DYNAMIC HT  -         101.798 (meters)     333.98  (feet)  COMP
 AY0249  MODELED GRAV-     979,210.4   (mgal)                       NAVD 88
 AY0249
 AY0249  VERT ORDER  -  FIRST     CLASS II
 AY0249
 AY0249.The horizontal coordinates were scaled from a topographic map and have
 AY0249.an estimated accuracy of +/- 6 seconds.
 AY0249
 AY0249.The orthometric height was determined by differential leveling
 AY0249.and adjusted by the National Geodetic Survey in June 1991..
 AY0249
 AY0249.The geoid height was determined by GEOID03.
 AY0249
 AY0249.The dynamic height is computed by dividing the NAVD 88
 AY0249.geopotential number by the normal gravity value computed on the
 AY0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0249.degrees latitude (g = 980.6199 gals.).
 AY0249
 AY0249.The modeled gravity was interpolated from observed gravity values.
 AY0249
 AY0249;                    North         East    Units  Estimated Accuracy
 AY0249;SPC TXSC     - 4,132,630.      692,610.      MT  (+/- 180 meters Scaled)
 AY0249
 AY0249                          SUPERSEDED SURVEY CONTROL
 AY0249
 AY0249  NGVD 29 (??/??/92)  101.886  (m)          334.27   (f) ADJ UNCH    1 2
 AY0249
 AY0249.Superseded values are not recommended for survey control.
 AY0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0249.See file dsdata.txt to determine how the superseded data were derived.
 AY0249
 AY0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT925113(NAD 83)
 AY0249_MARKER: DB = BENCH MARK DISK
 AY0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0249_STAMPING: Z 828 1943
 AY0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0249+STABILITY: SURFACE MOTION
 AY0249
 AY0249  HISTORY     - Date     Condition        Report By
 AY0249  HISTORY     - 1943     MONUMENTED       CGS
 AY0249  HISTORY     - 1981     MARK NOT FOUND   NGS
 AY0249
 AY0249                          STATION DESCRIPTION
 AY0249
 AY0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0249'3.60 MI SE FROM POTH.
 AY0249'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0249'STATION AT POTH-- PROCEED 3.6 MILES SOUTHEASTERLY ALONG THE RAILROAD
 AY0249'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 54.0 FEET SOUTHEAST OF THE
 AY0249'SIXTH POLE (ABOUT 0.2 MILE) SOUTHEAST OF MILEPOST 40, ABOUT 45.0 FEET
 AY0249'WEST OF THE CENTERLINE OF A FARM ROAD CROSSING THE TRACK, AND 36.0
 AY0249'FEET SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF TRACK. IT
 AY0249'IS 30.0 FEET NORTHEAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF
 AY0249'ROAD, 11.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 4.0 FEET
 AY0249'NORTHEAST OF A TELEPHONE POLE, AND 3.0 FEET NORTHWEST OF A 4X4-INCH
 AY0249'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AY0249
 AY0249                          STATION RECOVERY (1981)
 AY0249
 AY0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0249'POST FOUND BROKEN OFF, DISK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1983 ***********************************************************************
 AX1983  DESIGNATION -  Z 829
 AX1983  PID         -  AX1983
 AX1983  STATE/COUNTY-  TX/WILSON
 AX1983  USGS QUAD   -  KOSCIUSKO (1987)
 AX1983
 AX1983                         *CURRENT SURVEY CONTROL
 AX1983  ___________________________________________________________________
 AX1983* NAD 83(1986)-  29 05 28.     (N)    097 58 30.     (W)     SCALED    
 AX1983* NAVD 88     -       101.86   (+/-2cm)     334.2    (feet)  VERTCON   
 AX1983  ___________________________________________________________________
 AX1983  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AX1983
 AX1983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1983
 AX1983.The horizontal coordinates were scaled from a topographic map and have
 AX1983.an estimated accuracy of +/- 6 seconds.
 AX1983
 AX1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1983.The vertical order pertains to the NGVD 29 superseded value.
 AX1983
 AX1983.The geoid height was determined by GEOID03.
 AX1983
 AX1983;                    North         East    Units  Estimated Accuracy
 AX1983;SPC TXSC     - 4,139,830.      699,770.      MT  (+/- 180 meters Scaled)
 AX1983
 AX1983                          SUPERSEDED SURVEY CONTROL
 AX1983
 AX1983  NGVD 29 (??/??/92)  101.800  (m)          333.99   (f) ADJ UNCH    2 0
 AX1983
 AX1983.Superseded values are not recommended for survey control.
 AX1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1983.See file dsdata.txt to determine how the superseded data were derived.
 AX1983
 AX1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT997185(NAD 83)
 AX1983_MARKER: DB = BENCH MARK DISK
 AX1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1983_STAMPING: Z 829 1943
 AX1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1983+STABILITY: SURFACE MOTION
 AX1983
 AX1983  HISTORY     - Date     Condition        Report By
 AX1983  HISTORY     - 1943     MONUMENTED       CGS
 AX1983  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AX1983
 AX1983                          STATION DESCRIPTION
 AX1983
 AX1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1983'1.75 MI SW FROM KOSCIUSKO.
 AX1983'TO REACH FROM THE SCHOOL HOUSE AT KOSCIUSKO-- PROCEED 1.75 MILES
 AX1983'SOUTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX1983'IS ABOUT 0.35 MILE SOUTHWEST OF THE SOUTHWEST END OF A BRIDGE OVER
 AX1983'CIBOLO CREEK, AND ABOUT 0.3 MILE NORTHEAST OF A SIDE ROAD INTERSECTION
 AX1983'LEADING NORTHWEST.  IT IS 33.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AX1983'ELEVATION AS THE CENTERLINE OF ROAD, 4.0 FEET SOUTHEAST OF A FENCE
 AX1983'CORNER, 1.5 FEET NORTHEAST OF A FENCE, AND 3.5 FEET SOUTH OF A
 AX1983'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1983
 AX1983                          STATION RECOVERY (1995)
 AX1983
 AX1983'RECOVERY NOTE BY US POWER SQUADRON 1995
 AX1983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0977 ***********************************************************************
 BZ0977  DESIGNATION -  Z 83
 BZ0977  PID         -  BZ0977
 BZ0977  STATE/COUNTY-  TX/LAMPASAS
 BZ0977  USGS QUAD   -  TWIN MOUNTAINS (1995)
 BZ0977
 BZ0977                         *CURRENT SURVEY CONTROL
 BZ0977  ___________________________________________________________________
 BZ0977* NAD 83(1986)-  31 07 40.     (N)    097 57 01.     (W)     SCALED    
 BZ0977* NAVD 88     -       319.447  (meters)    1048.05   (feet)  ADJUSTED  
 BZ0977  ___________________________________________________________________
 BZ0977  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BZ0977  DYNAMIC HT  -         319.018 (meters)    1046.64  (feet)  COMP
 BZ0977  MODELED GRAV-     979,292.2   (mgal)                       NAVD 88
 BZ0977
 BZ0977  VERT ORDER  -  FIRST     CLASS II
 BZ0977
 BZ0977.The horizontal coordinates were scaled from a topographic map and have
 BZ0977.an estimated accuracy of +/- 6 seconds.
 BZ0977
 BZ0977.The orthometric height was determined by differential leveling
 BZ0977.and adjusted by the National Geodetic Survey in June 1991..
 BZ0977
 BZ0977.The geoid height was determined by GEOID03.
 BZ0977
 BZ0977.The dynamic height is computed by dividing the NAVD 88
 BZ0977.geopotential number by the normal gravity value computed on the
 BZ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0977.degrees latitude (g = 980.6199 gals.).
 BZ0977
 BZ0977.The modeled gravity was interpolated from observed gravity values.
 BZ0977
 BZ0977;                    North         East    Units  Estimated Accuracy
 BZ0977;SPC TX C     - 3,164,410.      927,240.      MT  (+/- 180 meters Scaled)
 BZ0977
 BZ0977                          SUPERSEDED SURVEY CONTROL
 BZ0977
 BZ0977  NGVD 29 (??/??/92)  319.348  (m)         1047.73   (f) ADJ UNCH    1 2
 BZ0977
 BZ0977.Superseded values are not recommended for survey control.
 BZ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0977.See file dsdata.txt to determine how the superseded data were derived.
 BZ0977
 BZ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV000442(NAD 83)
 BZ0977_MARKER: DB = BENCH MARK DISK
 BZ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0977_SP_SET: CONCRETE POST
 BZ0977_STAMPING: Z 83 1932 1047.829
 BZ0977_MARK LOGO: CGS   
 BZ0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0977+STABILITY: SURFACE MOTION
 BZ0977
 BZ0977  HISTORY     - Date     Condition        Report By
 BZ0977  HISTORY     - 1932     MONUMENTED       CGS
 BZ0977  HISTORY     - 1958     GOOD             DOD
 BZ0977  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0977  HISTORY     - 19910304 GOOD             USGS
 BZ0977  HISTORY     - 20020420 GOOD             USPSQD
 BZ0977
 BZ0977                          STATION DESCRIPTION
 BZ0977
 BZ0977'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 BZ0977'1.2 MI NE FROM GOTCHER.
 BZ0977'1.2 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0977'GOTCHER, LAMPASAS COUNTY, 11 POLES SOUTHWEST OF MILEPOST 258, 6 RAILS
 BZ0977'SOUTHWEST OF BLOCK SIGNAL 2582, 75 FEET NORTHWEST OF THE TRACK, AT A
 BZ0977'FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST.
 BZ0977
 BZ0977                          STATION RECOVERY (1983)
 BZ0977
 BZ0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0977'MARK NOT FOUND.
 BZ0977
 BZ0977                          STATION RECOVERY (1991)
 BZ0977
 BZ0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ0977'3.25 MILES (5.23 KM) WEST-NORTHWEST ALONG FR 1113 FROM THE POST
 BZ0977'OFFICE IN COPPERAS COVE (802 E. AVE D) , THENCE 1.45 MILES (2.33 KM)
 BZ0977'SOUTHWEST ALONG COUNTY ROAD 376 TO SECOND RAILROAD CROSSING AT
 BZ0977'RAILROAD RIGHT-OF-WAY ROAD ON WEST SIDE OF THE CROSSING, THENCE 0.7
 BZ0977'MILE (1.1 KM) SOUTH ALONG R/W ROAD TO NORTH END OF A DRAIN CUT ON
 BZ0977'WEST EDGE OF THE RAILROAD, 0.4 MILE (0.6 KM) SOUTH OF SANTA FE
 BZ0977'RAILWAY MILEPOST 258, 0.1 MILE (0.2 KM) SOUTH OF THE CROSSING OF
 BZ0977'EAST-WEST WOOD POLE POWERLINE, 102 FEET (31.1 M) WEST-NORTHWEST OF 24
 BZ0977'INCH OAK TREE, 100 FEET (30.5 M) WEST-SOUTHWEST OF RAILROAD WOOD
 BZ0977'POWER POLE TAGES G, 95 FEET (29.0 M) NORTH FROM NORTH END OF A DRAIN
 BZ0977'CUT AND SMALL CEDAR TREE IN RIGHT-WAY FENCE, 78 FEET (23.8 M) SOUTH
 BZ0977'OF 7 INCH OAK TREE, 49 FEET (14.9 M) WEST OF THE WEST RAIL, AND 2.0
 BZ0977'FEET (0.6 M) WEST OF RIGHT-WAY FENCE.  A STANDARD DISK SET IN THE TOP
 BZ0977'OF A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM) ABOVE THE GROUND.
 BZ0977
 BZ0977                          STATION RECOVERY (2002)
 BZ0977
 BZ0977'RECOVERY NOTE BY US POWER SQUADRON 2002 (JP)
 BZ0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1558 ***********************************************************************
 AX1558  DESIGNATION -  Z 830
 AX1558  PID         -  AX1558
 AX1558  STATE/COUNTY-  TX/BASTROP
 AX1558  USGS QUAD   -  JEDDO (1981)
 AX1558
 AX1558                         *CURRENT SURVEY CONTROL
 AX1558  ___________________________________________________________________
 AX1558* NAD 83(1986)-  29 51 38.     (N)    097 22 26.     (W)     SCALED    
 AX1558* NAVD 88     -       162.39   (+/-2cm)     532.8    (feet)  VERTCON   
 AX1558  ___________________________________________________________________
 AX1558  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1558
 AX1558  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1558
 AX1558.The horizontal coordinates were scaled from a topographic map and have
 AX1558.an estimated accuracy of +/- 6 seconds.
 AX1558
 AX1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1558.The vertical order pertains to the NGVD 29 superseded value.
 AX1558
 AX1558.The geoid height was determined by GEOID03.
 AX1558
 AX1558;                    North         East    Units  Estimated Accuracy
 AX1558;SPC TX C     - 3,025,300.      985,930.      MT  (+/- 180 meters Scaled)
 AX1558
 AX1558                          SUPERSEDED SURVEY CONTROL
 AX1558
 AX1558  NGVD 29 (??/??/92)  162.32   (m)          532.5    (f) COMPUTED    2 0
 AX1558
 AX1558.Superseded values are not recommended for survey control.
 AX1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1558.See file dsdata.txt to determine how the superseded data were derived.
 AX1558
 AX1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU570044(NAD 83)
 AX1558_MARKER: DB = BENCH MARK DISK
 AX1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1558_STAMPING: Z 830 1943
 AX1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1558+STABILITY: SURFACE MOTION
 AX1558
 AX1558  HISTORY     - Date     Condition        Report By
 AX1558  HISTORY     - 1943     MONUMENTED       CGS
 AX1558  HISTORY     - 1956     GOOD             NGS
 AX1558  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1558
 AX1558                          STATION DESCRIPTION
 AX1558
 AX1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AX1558'2.2 MI S FROM STRING PRAIRIE.
 AX1558'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS NOW IN
 AX1558'THE AREA BETWEEN THE OLD ROAD AND THE NEW HIGHWAY NO. 304.  IT IS 2.2
 AX1558'MILES SOUTH OF THE STORE AND SCHOOL AT STRING PRAIRIE, 80 FEET WEST OF
 AX1558'THE CENTERLINE OF THE HIGHWAY, 15 YARDS EAST OF THE WEST RIGHT-OF-WAY
 AX1558'FENCE AND A GATE AND 1 FOOT NORTH OF A 4 X 4 POST AND 26 FEET EAST OF
 AX1558'THE CENTERLINE OF THE OLD ROAD.  A STANDARD DISK STAMPED Z 830 1943
 AX1558'AND SET IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 AX1558
 AX1558                          STATION RECOVERY (1964)
 AX1558
 AX1558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0524 ***********************************************************************
 AY0524  DESIGNATION -  Z 831
 AY0524  PID         -  AY0524
 AY0524  STATE/COUNTY-  TX/BEXAR
 AY0524  USGS QUAD   -  ELMENDORF (1992)
 AY0524
 AY0524                         *CURRENT SURVEY CONTROL
 AY0524  ___________________________________________________________________
 AY0524* NAD 83(1986)-  29 18 18.     (N)    098 17 38.     (W)     SCALED    
 AY0524* NAVD 88     -       157.60   (+/-2cm)     517.1    (feet)  VERTCON   
 AY0524  ___________________________________________________________________
 AY0524  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AY0524
 AY0524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0524
 AY0524.The horizontal coordinates were scaled from a topographic map and have
 AY0524.an estimated accuracy of +/- 6 seconds.
 AY0524
 AY0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0524.The vertical order pertains to the NGVD 29 superseded value.
 AY0524
 AY0524.The geoid height was determined by GEOID03.
 AY0524
 AY0524;                    North         East    Units  Estimated Accuracy
 AY0524;SPC TXSC     - 4,163,310.      668,590.      MT  (+/- 180 meters Scaled)
 AY0524
 AY0524                          SUPERSEDED SURVEY CONTROL
 AY0524
 AY0524  NGVD 29 (??/??/92)  157.511  (m)          516.77   (f) ADJ UNCH    2 0
 AY0524
 AY0524.Superseded values are not recommended for survey control.
 AY0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0524.See file dsdata.txt to determine how the superseded data were derived.
 AY0524
 AY0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT685419(NAD 83)
 AY0524_MARKER: DB = BENCH MARK DISK
 AY0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0524_STAMPING: Z 831 1943
 AY0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0524+STABILITY: SURFACE MOTION
 AY0524
 AY0524  HISTORY     - Date     Condition        Report By
 AY0524  HISTORY     - 1943     MONUMENTED       CGS
 AY0524  HISTORY     - 1988     GOOD             USPSQD
 AY0524  HISTORY     - 19991110 GOOD             USPSQD
 AY0524  HISTORY     - 20040227 GOOD             USPSQD
 AY0524
 AY0524                          STATION DESCRIPTION
 AY0524
 AY0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0524'4.35 MI NE FROM ELMENDORF.
 AY0524'TO REACH FROM THE CATHOLIC CHURCH AT ELMENDORF-- PROCEED 3.3 MILES
 AY0524'NORTHEASTERLY ALONG THE ADKINS-ELMENDORF ROAD TO THE STUART ROAD
 AY0524'INTERSECTION, THENCE 1.05 MILES NORTHERLY ALONG THE STUART ROAD TO
 AY0524'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF THE EAST
 AY0524'END OF A 0.1 MILE JOG IN THE ROAD, AND 33.0 FEET WEST OF AND ABOUT 3.0
 AY0524'FEET ABOVE THE CENTERLINE OF ROAD.  IT IS 21.0 FEET SOUTH OF THE
 AY0524'CENTERLINE OF A GATE AND A FARM ROAD LEADING WEST, 6.0 FEET SOUTHWEST
 AY0524'OF A FENCE CORNER, 5.0 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 3.5
 AY0524'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AY0524'FOOT.
 AY0524
 AY0524                          STATION RECOVERY (1988)
 AY0524
 AY0524'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0524'RECOVERED IN GOOD CONDITION.
 AY0524
 AY0524                          STATION RECOVERY (1999)
 AY0524
 AY0524'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0524'RECOVERED IN GOOD CONDITION.
 AY0524
 AY0524                          STATION RECOVERY (2004)
 AY0524
 AY0524'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0505 ***********************************************************************
 AY0505  DESIGNATION -  Z 832
 AY0505  PID         -  AY0505
 AY0505  STATE/COUNTY-  TX/BEXAR
 AY0505  USGS QUAD   -  ELMENDORF (1992)
 AY0505
 AY0505                         *CURRENT SURVEY CONTROL
 AY0505  ___________________________________________________________________
 AY0505* NAD 83(1986)-  29 18 07.     (N)    098 16 05.     (W)     SCALED    
 AY0505* NAVD 88     -       160.84   (+/-2cm)     527.7    (feet)  VERTCON   
 AY0505  ___________________________________________________________________
 AY0505  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY0505
 AY0505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0505
 AY0505.The horizontal coordinates were scaled from a topographic map and have
 AY0505.an estimated accuracy of +/- 6 seconds.
 AY0505
 AY0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0505.The vertical order pertains to the NGVD 29 superseded value.
 AY0505
 AY0505.The geoid height was determined by GEOID03.
 AY0505
 AY0505;                    North         East    Units  Estimated Accuracy
 AY0505;SPC TXSC     - 4,162,980.      671,100.      MT  (+/- 180 meters Scaled)
 AY0505
 AY0505                          SUPERSEDED SURVEY CONTROL
 AY0505
 AY0505  NGVD 29 (??/??/92)  160.748  (m)          527.39   (f) ADJ UNCH    2 0
 AY0505
 AY0505.Superseded values are not recommended for survey control.
 AY0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0505.See file dsdata.txt to determine how the superseded data were derived.
 AY0505
 AY0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT710416(NAD 83)
 AY0505_MARKER: DB = BENCH MARK DISK
 AY0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0505_STAMPING: Z 832 1943
 AY0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0505+STABILITY: SURFACE MOTION
 AY0505
 AY0505  HISTORY     - Date     Condition        Report By
 AY0505  HISTORY     - 1943     MONUMENTED       CGS
 AY0505  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0505  HISTORY     - 19991110 MARK NOT FOUND   USPSQD
 AY0505  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0505
 AY0505                          STATION DESCRIPTION
 AY0505
 AY0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0505'5.3 MI NE FROM ELMENDORF.
 AY0505'TO REACH FROM THE CATHOLIC CHURCH AT ELMENDORF-- PROCEED 5.3 MILES
 AY0505'NORTHEASTERLY ALONG THE ADKINS-ELMENDORF ROAD TO SITE OF BENCH MARK.
 AY0505'BENCH MARK IS ABOUT 0.25 MILE EAST OF THE NORTH END OF A JOG IN THE
 AY0505'ROAD, ABOUT 63.0 FEET EAST OF POWER POLE NO. 58, AND 26.3 FEET WEST OF
 AY0505'THE CENTERLINE OF A WIRE GATE.  IT IS 21.5 FEET WEST OF A FENCE
 AY0505'CORNER, 20.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AY0505'CENTERLINE OF ROAD, 1.0 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3.0
 AY0505'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AY0505'FOOT.
 AY0505
 AY0505                          STATION RECOVERY (1967)
 AY0505
 AY0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0505'MARK NOT FOUND.
 AY0505
 AY0505                          STATION RECOVERY (1999)
 AY0505
 AY0505'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0505'MARK NOT FOUND.
 AY0505
 AY0505                          STATION RECOVERY (2004)
 AY0505
 AY0505'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2387 ***********************************************************************
 AX2387  DESIGNATION -  Z 833
 AX2387  PID         -  AX2387
 AX2387  STATE/COUNTY-  TX/GUADALUPE
 AX2387  USGS QUAD   -  DARST CREEK (1964)
 AX2387
 AX2387                         *CURRENT SURVEY CONTROL
 AX2387  ___________________________________________________________________
 AX2387* NAD 83(1986)-  29 34 13.     (N)    097 48 36.     (W)     SCALED    
 AX2387* NAVD 88     -       151.40   (+/-2cm)     496.7    (feet)  VERTCON   
 AX2387  ___________________________________________________________________
 AX2387  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2387
 AX2387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2387
 AX2387.The horizontal coordinates were scaled from a topographic map and have
 AX2387.an estimated accuracy of +/- 6 seconds.
 AX2387
 AX2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2387.The vertical order pertains to the NGVD 29 superseded value.
 AX2387
 AX2387.The geoid height was determined by GEOID03.
 AX2387
 AX2387;                    North         East    Units  Estimated Accuracy
 AX2387;SPC TXSC     - 4,193,090.      715,290.      MT  (+/- 180 meters Scaled)
 AX2387
 AX2387                          SUPERSEDED SURVEY CONTROL
 AX2387
 AX2387  NGVD 29 (??/??/92)  151.332  (m)          496.50   (f) ADJ UNCH    2 0
 AX2387
 AX2387.Superseded values are not recommended for survey control.
 AX2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2387.See file dsdata.txt to determine how the superseded data were derived.
 AX2387
 AX2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT152717(NAD 83)
 AX2387_MARKER: DB = BENCH MARK DISK
 AX2387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2387_SP_SET: CULVERT
 AX2387_STAMPING: Z 833 1943
 AX2387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2387
 AX2387  HISTORY     - Date     Condition        Report By
 AX2387  HISTORY     - 1943     MONUMENTED       CGS
 AX2387  HISTORY     - 1964     GOOD             USGS
 AX2387  HISTORY     - 1988     GOOD             USPSQD
 AX2387  HISTORY     - 19930808 GOOD             USPSQD
 AX2387  HISTORY     - 19990925 GOOD             USPSQD
 AX2387  HISTORY     - 20030517 GOOD             USPSQD
 AX2387
 AX2387                          STATION DESCRIPTION
 AX2387
 AX2387'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX2387'8.7 MI W FROM BELMONT.
 AX2387'SEGUIN, 8.3 MI. E. OF ALONG US HWY. 90 FROM FARM ROAD 466 JCT. 0.4 MI.
 AX2387'ENE ALONG ASPHALT ROAD, ABOUT 150 FEET W. OF CURVE IN ROAD, ABOUT 150
 AX2387'FEET N W OF POWER LINE, 24 FEET S. OF AND ABOUT SAME ELEVATION AS
 AX2387'CENTERLINE ROAD, SET HORIZONTALLY IN THE E. END OF THE S. HEADWALL OF
 AX2387'A STONE CULVERT.
 AX2387
 AX2387                          STATION RECOVERY (1988)
 AX2387
 AX2387'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2387'RECOVERED IN GOOD CONDITION.
 AX2387
 AX2387                          STATION RECOVERY (1993)
 AX2387
 AX2387'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2387'RECOVERED IN GOOD CONDITION.
 AX2387
 AX2387                          STATION RECOVERY (1999)
 AX2387
 AX2387'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2387'RECOVERED IN GOOD CONDITION.
 AX2387
 AX2387                          STATION RECOVERY (2003)
 AX2387
 AX2387'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2848 ***********************************************************************
 AX2848  DESIGNATION -  Z 834 RESET
 AX2848  PID         -  AX2848
 AX2848  STATE/COUNTY-  TX/GONZALES
 AX2848  USGS QUAD   -  COST (1987)
 AX2848
 AX2848                         *CURRENT SURVEY CONTROL
 AX2848  ___________________________________________________________________
 AX2848* NAD 83(1986)-  29 29 46.     (N)    097 31 55.     (W)     SCALED    
 AX2848* NAVD 88     -       110.82   (+/-2cm)     363.6    (feet)  VERTCON   
 AX2848  ___________________________________________________________________
 AX2848  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AX2848
 AX2848  VERT ORDER  -  THIRD (See Below)
 AX2848
 AX2848.The horizontal coordinates were scaled from a topographic map and have
 AX2848.an estimated accuracy of +/- 6 seconds.
 AX2848
 AX2848.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2848.The vertical order pertains to the NGVD 29 superseded value.
 AX2848
 AX2848.The geoid height was determined by GEOID03.
 AX2848
 AX2848;                    North         East    Units  Estimated Accuracy
 AX2848;SPC TXSC     - 4,185,170.      742,340.      MT  (+/- 180 meters Scaled)
 AX2848
 AX2848                          SUPERSEDED SURVEY CONTROL
 AX2848
 AX2848  NGVD 29 (01/29/03)  110.78   (m)          363.5    (f) RESET       3  
 AX2848
 AX2848.Superseded values are not recommended for survey control.
 AX2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2848.See file dsdata.txt to determine how the superseded data were derived.
 AX2848
 AX2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT423638(NAD 83)
 AX2848_MARKER: DV = VERTICAL CONTROL DISK
 AX2848_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2848_SP_SET: CULVERT HEADWALL
 AX2848_STAMPING: Z 834 RESET 1992
 AX2848_MARK LOGO: NGS   
 AX2848_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2848+STABILITY: SURFACE MOTION
 AX2848
 AX2848  HISTORY     - Date     Condition        Report By
 AX2848  HISTORY     - 1992     MONUMENTED       TXHD
 AX2848
 AX2848                          STATION DESCRIPTION
 AX2848
 AX2848'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1992
 AX2848'4.9 MILES (7.9 KM) WEST ALONG US 90A FROM JUNCTION OF US 183 AND US
 AX2848'90A IN GONZALES, 0.15 MILE (0.24 KM) EAST OF A COUNTY ROAD
 AX2848'INTERSECTION, AT A LARGE CONCRETE CULVERT, IN THE EAST END OF THE
 AX2848'SOUTH HEADWALL, 42 FEET (12.8 M) SOUTH OF THE CENTERLINE OF THE
 AX2848'HIGHWAY AND ABOUT 3 FEET (0.9 M) LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2073 ***********************************************************************
 AX2073  DESIGNATION -  Z 835
 AX2073  PID         -  AX2073
 AX2073  STATE/COUNTY-  TX/GONZALES
 AX2073  USGS QUAD   -  LEESVILLE (1987)
 AX2073
 AX2073                         *CURRENT SURVEY CONTROL
 AX2073  ___________________________________________________________________
 AX2073* NAD 83(1986)-  29 27 50.     (N)    097 43 36.     (W)     SCALED    
 AX2073* NAVD 88     -       134.54   (+/-2cm)     441.4    (feet)  VERTCON   
 AX2073  ___________________________________________________________________
 AX2073  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AX2073
 AX2073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2073
 AX2073.The horizontal coordinates were scaled from a topographic map and have
 AX2073.an estimated accuracy of +/- 6 seconds.
 AX2073
 AX2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2073.The vertical order pertains to the NGVD 29 superseded value.
 AX2073
 AX2073.The geoid height was determined by GEOID03.
 AX2073
 AX2073;                    North         East    Units  Estimated Accuracy
 AX2073;SPC TXSC     - 4,181,380.      723,500.      MT  (+/- 180 meters Scaled)
 AX2073
 AX2073                          SUPERSEDED SURVEY CONTROL
 AX2073
 AX2073  NGVD 29 (??/??/92)  134.487  (m)          441.23   (f) ADJ UNCH    2 0
 AX2073
 AX2073.Superseded values are not recommended for survey control.
 AX2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2073.See file dsdata.txt to determine how the superseded data were derived.
 AX2073
 AX2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT234600(NAD 83)
 AX2073_MARKER: DB = BENCH MARK DISK
 AX2073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2073_SP_SET: CULVERT
 AX2073_STAMPING: Z 835 1943
 AX2073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2073
 AX2073  HISTORY     - Date     Condition        Report By
 AX2073  HISTORY     - 1943     MONUMENTED       CGS
 AX2073  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 AX2073
 AX2073                          STATION DESCRIPTION
 AX2073
 AX2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2073'4.15 MI N FROM LEESVILLE.
 AX2073'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 4.15 MI. N. ALONG STATE
 AX2073'HIGHWAY NO. 80 TO SITE OF BM.  BENCH MARK IS ABOUT 0.1 MI. N. OF A
 AX2073'WHITE FRAME HOUSE, AND 18 FEET E. OF AND ABOUT THE SAME ELEVATION AS
 AX2073'THE CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE N. END OF
 AX2073'THE E. HEADWALL OF A CONCRETE CULVERT.  NOTE-- BENCH MARK IS ALSO 5.6
 AX2073'MI. S. OF BELMONT.
 AX2073
 AX2073                          STATION RECOVERY (2004)
 AX2073
 AX2073'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2033 ***********************************************************************
 AX2033  DESIGNATION -  Z 836
 AX2033  PID         -  AX2033
 AX2033  STATE/COUNTY-  TX/GONZALES
 AX2033  USGS QUAD   -  COST (1987)
 AX2033
 AX2033                         *CURRENT SURVEY CONTROL
 AX2033  ___________________________________________________________________
 AX2033* NAD 83(1986)-  29 24 31.     (N)    097 37 26.     (W)     SCALED    
 AX2033* NAVD 88     -       111.16   (+/-2cm)     364.7    (feet)  VERTCON   
 AX2033  ___________________________________________________________________
 AX2033  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AX2033
 AX2033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2033
 AX2033.The horizontal coordinates were scaled from a topographic map and have
 AX2033.an estimated accuracy of +/- 6 seconds.
 AX2033
 AX2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2033.The vertical order pertains to the NGVD 29 superseded value.
 AX2033
 AX2033.The geoid height was determined by GEOID03.
 AX2033
 AX2033;                    North         East    Units  Estimated Accuracy
 AX2033;SPC TXSC     - 4,175,370.      733,540.      MT  (+/- 180 meters Scaled)
 AX2033
 AX2033                          SUPERSEDED SURVEY CONTROL
 AX2033
 AX2033  NGVD 29 (??/??/92)  111.116  (m)          364.55   (f) ADJ UNCH    2 0
 AX2033
 AX2033.Superseded values are not recommended for survey control.
 AX2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2033.See file dsdata.txt to determine how the superseded data were derived.
 AX2033
 AX2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT335540(NAD 83)
 AX2033_MARKER: DB = BENCH MARK DISK
 AX2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2033_STAMPING: Z 836 1943
 AX2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2033+STABILITY: SURFACE MOTION
 AX2033
 AX2033  HISTORY     - Date     Condition        Report By
 AX2033  HISTORY     - 1943     MONUMENTED       CGS
 AX2033
 AX2033                          STATION DESCRIPTION
 AX2033
 AX2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2033'1.8 MI SE FROM BEBE.
 AX2033'TO REACH FROM THE SCHOOL HOUSE AT BEBE, PROCEED 1.8 MI. S.E. ALONG THE
 AX2033'WRIGHTSBORO-BEBE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AX2033'S.W. END OF A 0.3 MI. JOG IN THE WRIGHTSBORO-BEBE ROAD, AND 27 FEET
 AX2033'S.E. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD LEADING
 AX2033'N.E. AND S.W.  IT IS 25.5 FEET N.E. OF THE CENTERLINE OF A SIDE ROAD
 AX2033'LEADING S.E. TO WRIGHTSBORO, 5.8 FEET N.E. OF A FENCE CORNER, 2 FEET
 AX2033'S.E. OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET S.W. OF A 4X4 INCH WOODEN
 AX2033'MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2061 ***********************************************************************
 AX2061  DESIGNATION -  Z 837
 AX2061  PID         -  AX2061
 AX2061  STATE/COUNTY-  TX/GUADALUPE
 AX2061  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2061
 AX2061                         *CURRENT SURVEY CONTROL
 AX2061  ___________________________________________________________________
 AX2061* NAD 83(1986)-  29 28 52.     (N)    097 52 32.     (W)     SCALED    
 AX2061* NAVD 88     -       190.53   (+/-2cm)     625.1    (feet)  VERTCON   
 AX2061  ___________________________________________________________________
 AX2061  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AX2061
 AX2061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2061
 AX2061.The horizontal coordinates were scaled from a topographic map and have
 AX2061.an estimated accuracy of +/- 6 seconds.
 AX2061
 AX2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2061.The vertical order pertains to the NGVD 29 superseded value.
 AX2061
 AX2061.The geoid height was determined by GEOID03.
 AX2061
 AX2061;                    North         East    Units  Estimated Accuracy
 AX2061;SPC TXSC     - 4,183,140.      709,040.      MT  (+/- 180 meters Scaled)
 AX2061
 AX2061                          SUPERSEDED SURVEY CONTROL
 AX2061
 AX2061  NGVD 29 (??/??/92)  190.458  (m)          624.86   (f) ADJ UNCH    2 0
 AX2061
 AX2061.Superseded values are not recommended for survey control.
 AX2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2061.See file dsdata.txt to determine how the superseded data were derived.
 AX2061
 AX2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT090618(NAD 83)
 AX2061_MARKER: DB = BENCH MARK DISK
 AX2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2061_STAMPING: Z 837 1943
 AX2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2061+STABILITY: SURFACE MOTION
 AX2061
 AX2061  HISTORY     - Date     Condition        Report By
 AX2061  HISTORY     - 1943     MONUMENTED       CGS
 AX2061  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2061  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2061
 AX2061                          STATION DESCRIPTION
 AX2061
 AX2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2061'11.65 MI SE FROM SEGUIN.
 AX2061'TO REACH FROM THE COURTHOUSE AT SEGUIN-- PROCEED 6.55 MILES SOUTHERLY
 AX2061'ALONG STATE HIGHWAY NO. 123 TO A DIRT SIDE ROAD INTERSECTION LEADING
 AX2061'EAST, THENCE 4.9 MILES EASTERLY TO A T-ROAD INTERSECTION, THENCE 0.2
 AX2061'MILE SOUTHERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.55 MILE
 AX2061'NORTH OF A WIRE GATE, AND 15.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE
 AX2061'THE CENTERLINE OF ROAD.  IT IS 1.4 FEET WEST OF THE RIGHT-OF-WAY
 AX2061'FENCE, AND 3.2 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AX2061'PROJECTS 0.6 FOOT.
 AX2061
 AX2061                          STATION RECOVERY (1993)
 AX2061
 AX2061'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2061'MARK NOT FOUND.
 AX2061
 AX2061                          STATION RECOVERY (1999)
 AX2061
 AX2061'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2062 ***********************************************************************
 AX2062  DESIGNATION -  Z 837 RESET 1963
 AX2062  PID         -  AX2062
 AX2062  STATE/COUNTY-  TX/GUADALUPE
 AX2062  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2062
 AX2062                         *CURRENT SURVEY CONTROL
 AX2062  ___________________________________________________________________
 AX2062* NAD 83(1986)-  29 28 52.     (N)    097 52 32.     (W)     SCALED    
 AX2062* NAVD 88     -       188.89   (+/-2cm)     619.7    (feet)  VERTCON   
 AX2062  ___________________________________________________________________
 AX2062  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AX2062
 AX2062  VERT ORDER  -  THIRD (See Below)
 AX2062
 AX2062.The horizontal coordinates were scaled from a topographic map and have
 AX2062.an estimated accuracy of +/- 6 seconds.
 AX2062
 AX2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2062.The vertical order pertains to the NGVD 29 superseded value.
 AX2062
 AX2062.The geoid height was determined by GEOID03.
 AX2062
 AX2062;                    North         East    Units  Estimated Accuracy
 AX2062;SPC TXSC     - 4,183,140.      709,040.      MT  (+/- 180 meters Scaled)
 AX2062
 AX2062                          SUPERSEDED SURVEY CONTROL
 AX2062
 AX2062  NGVD 29 (01/29/03)  188.82   (m)          619.5    (f) RESET       3  
 AX2062
 AX2062.Superseded values are not recommended for survey control.
 AX2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2062.See file dsdata.txt to determine how the superseded data were derived.
 AX2062
 AX2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT090618(NAD 83)
 AX2062_MARKER: DB = BENCH MARK DISK
 AX2062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2062_SP_SET: CULVERT
 AX2062_STAMPING: Z 837 RESET 1963
 AX2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2062
 AX2062  HISTORY     - Date     Condition        Report By
 AX2062  HISTORY     - 1963     MONUMENTED       CGS
 AX2062  HISTORY     - 1964     GOOD             NGS
 AX2062  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2062
 AX2062                          STATION DESCRIPTION
 AX2062
 AX2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AX2062'11.1 MI SE FROM SEGUIN.
 AX2062'FROM THE GUADALUPE COUNTY COURTHOUSE IN SEGUIN, PROCEED EASTERLY ALONG
 AX2062'U.S. HWY. 90A, 0.87 MILES TO INTERSECTION OF F. M. HWY. NO. 466.
 AX2062'THENCE SOUTH-EASTERLY ALONG F. M. HWY. NO. 466, 7.5 MI. TO
 AX2062'INTERSECTION OF F. M. HWY. NO. 2770.  THENCE SOUTHERLY, ALONG F. M.
 AX2062'HWY. NO. 2770, 2.65 MILES TO BENCH SITE.  BENCH MARK IS A STANDARD
 AX2062'DISK STAMPED Z 837 RESET 1963, SET IN THE NE. END OF EAST HEADWALL OF
 AX2062'A PIPE CULVERT AND IS 15.5 FEET EAST OF AND ABOUT THE SAME ELEVATION
 AX2062'AS THE CENTERLINE OF THE HIGHWAY.
 AX2062
 AX2062                          STATION RECOVERY (2003)
 AX2062
 AX2062'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1699 ***********************************************************************
 AX1699  DESIGNATION -  Z 838
 AX1699  PID         -  AX1699
 AX1699  STATE/COUNTY-  TX/VICTORIA
 AX1699  USGS QUAD   -  FORDTRAN (1987)
 AX1699
 AX1699                         *CURRENT SURVEY CONTROL
 AX1699  ___________________________________________________________________
 AX1699* NAD 83(1986)-  29 00 18.     (N)    097 04 05.     (W)     SCALED    
 AX1699* NAVD 88     -        58.02   (+/-2cm)     190.4    (feet)  VERTCON   
 AX1699  ___________________________________________________________________
 AX1699  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX1699
 AX1699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1699
 AX1699.The horizontal coordinates were scaled from a topographic map and have
 AX1699.an estimated accuracy of +/- 6 seconds.
 AX1699
 AX1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1699.The vertical order pertains to the NGVD 29 superseded value.
 AX1699
 AX1699.The geoid height was determined by GEOID03.
 AX1699
 AX1699;                    North         East    Units  Estimated Accuracy
 AX1699;SPC TXSC     - 4,131,410.      788,210.      MT  (+/- 180 meters Scaled)
 AX1699
 AX1699                          SUPERSEDED SURVEY CONTROL
 AX1699
 AX1699  NGVD 29 (??/??/92)   58.058  (m)          190.48   (f) ADJ UNCH    2 0
 AX1699
 AX1699.Superseded values are not recommended for survey control.
 AX1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1699.See file dsdata.txt to determine how the superseded data were derived.
 AX1699
 AX1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT881100(NAD 83)
 AX1699_MARKER: DB = BENCH MARK DISK
 AX1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1699_STAMPING: Z 838 1943
 AX1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1699+STABILITY: SURFACE MOTION
 AX1699
 AX1699  HISTORY     - Date     Condition        Report By
 AX1699  HISTORY     - 1943     MONUMENTED       CGS
 AX1699
 AX1699                          STATION DESCRIPTION
 AX1699
 AX1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1699'8.35 MI NE FROM NURSERY.
 AX1699'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 7.35 MILES
 AX1699'NORTHERLY ALONG THE NURSERY-FORDTRAN ROAD TO A WOODEN GATE AND A
 AX1699'PRIVATE ROAD INTERSECTION LEADING NORTHWEST INTO THE WELDER RANCH,
 AX1699'THENCE 1.0 MILE NORTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ON
 AX1699'THE TOP OF A HILL, ABOUT 0.4 MILE WEST OF THE WELDER RANCH HOUSE,
 AX1699'ABOUT 0.15 MILE WEST OF A FENCE CORNER, AND ABOUT 288.0 FEET NORTHWEST
 AX1699'OF A HUISATCHE TREE.  IT IS 41.0 FEET NORTH OF AND ABOUT THE SAME
 AX1699'ELEVATION AS THE CENTERLINE OF A GRADED ROAD, 14.5 FEET SOUTH OF THE
 AX1699'CENTERLINE OF A TRACK ROAD, AND 3.6 FEET EAST OF A 4X4 INCH WOODEN
 AX1699'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0241 ***********************************************************************
 CA0241  DESIGNATION -  Z 84
 CA0241  PID         -  CA0241
 CA0241  STATE/COUNTY-  TX/MILLS
 CA0241  USGS QUAD   -  MULLIN (1980)
 CA0241
 CA0241                         *CURRENT SURVEY CONTROL
 CA0241  ___________________________________________________________________
 CA0241* NAD 83(1986)-  31 32 59.     (N)    098 39 14.     (W)     SCALED    
 CA0241* NAVD 88     -       428.196  (meters)    1404.84   (feet)  ADJUSTED  
 CA0241  ___________________________________________________________________
 CA0241  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA0241  DYNAMIC HT  -         427.634 (meters)    1403.00  (feet)  COMP
 CA0241  MODELED GRAV-     979,315.1   (mgal)                       NAVD 88
 CA0241
 CA0241  VERT ORDER  -  FIRST     CLASS II
 CA0241
 CA0241.The horizontal coordinates were scaled from a topographic map and have
 CA0241.an estimated accuracy of +/- 6 seconds.
 CA0241
 CA0241.The orthometric height was determined by differential leveling
 CA0241.and adjusted by the National Geodetic Survey in June 1991..
 CA0241
 CA0241.The geoid height was determined by GEOID03.
 CA0241
 CA0241.The dynamic height is computed by dividing the NAVD 88
 CA0241.geopotential number by the normal gravity value computed on the
 CA0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0241.degrees latitude (g = 980.6199 gals.).
 CA0241
 CA0241.The modeled gravity was interpolated from observed gravity values.
 CA0241
 CA0241;                    North         East    Units  Estimated Accuracy
 CA0241;SPC TX C     - 3,209,950.      859,450.      MT  (+/- 180 meters Scaled)
 CA0241
 CA0241                          SUPERSEDED SURVEY CONTROL
 CA0241
 CA0241  NGVD 29 (??/??/92)  428.099  (m)         1404.52   (f) ADJ UNCH    1 2
 CA0241
 CA0241.Superseded values are not recommended for survey control.
 CA0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0241.See file dsdata.txt to determine how the superseded data were derived.
 CA0241
 CA0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV328905(NAD 83)
 CA0241_MARKER: DB = BENCH MARK DISK
 CA0241_SETTING: 0 = UNSPECIFIED SETTING
 CA0241_MARK LOGO: CGS   
 CA0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0241
 CA0241  HISTORY     - Date     Condition        Report By
 CA0241  HISTORY     - UNK      MONUMENTED       CGS
 CA0241  HISTORY     - 1932     GOOD             NGS
 CA0241  HISTORY     - 1934     GOOD             NGS
 CA0241  HISTORY     - 1983     GOOD             NGS
 CA0241
 CA0241                          STATION DESCRIPTION
 CA0241
 CA0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0241'9.5 MI NW FROM GOLDTHWAITE.
 CA0241'9.5 MILES NORTHWEST OF GOLDTHWAITE ON THE G.C. AND SANTA FE R.R., MARK
 CA0241'IS 50 FEET WEST OF THE TRACK, 90 FEET NORTH OF BROWNWOOD ROAD GRADE
 CA0241'CROSSING, 3 POLES NORTH OF R.R. TRESTLE NO. 322-A, 5 POLES SOUTH MILE
 CA0241'POLE NO. 323.
 CA0241
 CA0241                          STATION RECOVERY (1934)
 CA0241
 CA0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0241'RECOVERED IN GOOD CONDITION.
 CA0241
 CA0241                          STATION RECOVERY (1983)
 CA0241
 CA0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0241'RECOVERED THIS DATE.  NOTE, 0.5 METER (1.6 FT) NORTH OF A FENCE AND
 CA0241'0.3 METER (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0078 ***********************************************************************
 AX0078  DESIGNATION -  Z 840
 AX0078  PID         -  AX0078
 AX0078  STATE/COUNTY-  TX/COLORADO
 AX0078  USGS QUAD   -  EAGLE LAKE (1981)
 AX0078
 AX0078                         *CURRENT SURVEY CONTROL
 AX0078  ___________________________________________________________________
 AX0078* NAD 83(1986)-  29 34 43.     (N)    096 19 53.     (W)     SCALED    
 AX0078* NAVD 88     -        52.69   (+/-2cm)     172.9    (feet)  VERTCON   
 AX0078  ___________________________________________________________________
 AX0078  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0078
 AX0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0078
 AX0078.The horizontal coordinates were scaled from a topographic map and have
 AX0078.an estimated accuracy of +/- 6 seconds.
 AX0078
 AX0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0078.The vertical order pertains to the NGVD 29 superseded value.
 AX0078
 AX0078.The geoid height was determined by GEOID03.
 AX0078
 AX0078;                    North         East    Units  Estimated Accuracy
 AX0078;SPC TXSC     - 4,196,370.      858,510.      MT  (+/- 180 meters Scaled)
 AX0078
 AX0078                          SUPERSEDED SURVEY CONTROL
 AX0078
 AX0078  NGVD 29 (??/??/92)   52.681  (m)          172.84   (f) ADJ UNCH    2 0
 AX0078
 AX0078.Superseded values are not recommended for survey control.
 AX0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0078.See file dsdata.txt to determine how the superseded data were derived.
 AX0078
 AX0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT585750(NAD 83)
 AX0078_MARKER: DB = BENCH MARK DISK
 AX0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0078_STAMPING: Z 840 1943
 AX0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0078+STABILITY: SURFACE MOTION
 AX0078
 AX0078  HISTORY     - Date     Condition        Report By
 AX0078  HISTORY     - 1943     MONUMENTED       CGS
 AX0078  HISTORY     - 1963     MARK NOT FOUND   NGS
 AX0078  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0078
 AX0078                          STATION DESCRIPTION
 AX0078
 AX0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0078'0.7 MI SE FROM EAGLE LAKE.
 AX0078'ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 90 A FROM THE TOWN SQUARE
 AX0078'AT EAGLE LAKE, COLORADO COUNTY, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG
 AX0078'THE GULF, COLORADO AND SANTA FE RAILWAY, 5.8 FEET SOUTHEAST OF MILE
 AX0078'POLE 18, 20.8 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 2 FEET
 AX0078'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTHEAST OF THE
 AX0078'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 AX0078'DISK, STAMPED Z 840 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX0078'PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 AX0078
 AX0078                          STATION RECOVERY (1963)
 AX0078
 AX0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AX0078'MARK NOT FOUND.
 AX0078
 AX0078                          STATION RECOVERY (1991)
 AX0078
 AX0078'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0081 ***********************************************************************
 AX0081  DESIGNATION -  Z 841
 AX0081  PID         -  AX0081
 AX0081  STATE/COUNTY-  TX/COLORADO
 AX0081  USGS QUAD   -  EAGLE LAKE (1981)
 AX0081
 AX0081                         *CURRENT SURVEY CONTROL
 AX0081  ___________________________________________________________________
 AX0081* NAD 83(1986)-  29 32 28.     (N)    096 19 44.     (W)     SCALED    
 AX0081* NAVD 88     -        51.55   (+/-2cm)     169.1    (feet)  VERTCON   
 AX0081  ___________________________________________________________________
 AX0081  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0081
 AX0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0081
 AX0081.The horizontal coordinates were scaled from a topographic map and have
 AX0081.an estimated accuracy of +/- 6 seconds.
 AX0081
 AX0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0081.The vertical order pertains to the NGVD 29 superseded value.
 AX0081
 AX0081.The geoid height was determined by GEOID03.
 AX0081
 AX0081;                    North         East    Units  Estimated Accuracy
 AX0081;SPC TXSC     - 4,192,220.      858,850.      MT  (+/- 180 meters Scaled)
 AX0081
 AX0081                          SUPERSEDED SURVEY CONTROL
 AX0081
 AX0081  NGVD 29 (??/??/92)   51.544  (m)          169.11   (f) ADJ UNCH    2 0
 AX0081
 AX0081.Superseded values are not recommended for survey control.
 AX0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0081.See file dsdata.txt to determine how the superseded data were derived.
 AX0081
 AX0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT588709(NAD 83)
 AX0081_MARKER: DB = BENCH MARK DISK
 AX0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0081_STAMPING: Z 841 1943
 AX0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0081+STABILITY: SURFACE MOTION
 AX0081
 AX0081  HISTORY     - Date     Condition        Report By
 AX0081  HISTORY     - 1943     MONUMENTED       CGS
 AX0081
 AX0081                          STATION DESCRIPTION
 AX0081
 AX0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0081'3.0 MI S FROM EAGLE LAKE.
 AX0081'ABOUT 3.0 MILES SOUTH ALONG THE GOLF, COLORADO AND SANTA FE RAILWAY
 AX0081'FROM THE CROSSING OF U. S. HIGHWAY 90 A AT THE SOUTHEAST PART OF EAGLE
 AX0081'LAKE, COLORADO COUNTY, ABOUT 2.1 MILES NORTH OF THE STATION AT
 AX0081'MATTHEWS, ABOUT 0.35 MILE NORTH OF MILE POLE 21, 45.2 FEET WEST OF THE
 AX0081'CENTER LINE OF THE TRACK, 10.8 FEET NORTH OF A POLE, 4.5 FEET EAST OF
 AX0081'THE RIGHT-OF-WAY FENCE, 2.6 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 AX0081'AND ABOUT 1 FOOT LOWER THAN THE TRACK. A STANDARD DISK, STAMPED Z 841
 AX0081'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FOOT
 AX0081'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1154 ***********************************************************************
 AX1154  DESIGNATION -  Z 843
 AX1154  PID         -  AX1154
 AX1154  STATE/COUNTY-  TX/COLORADO
 AX1154  USGS QUAD   -  WEIMAR (1981)
 AX1154
 AX1154                         *CURRENT SURVEY CONTROL
 AX1154  ___________________________________________________________________
 AX1154* NAD 83(1986)-  29 39 55.     (N)    096 46 13.     (W)     SCALED    
 AX1154* NAVD 88     -       112.09   (+/-2cm)     367.7    (feet)  VERTCON   
 AX1154  ___________________________________________________________________
 AX1154  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1154
 AX1154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1154
 AX1154.The horizontal coordinates were scaled from a topographic map and have
 AX1154.an estimated accuracy of +/- 6 seconds.
 AX1154
 AX1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1154.The vertical order pertains to the NGVD 29 superseded value.
 AX1154
 AX1154.The geoid height was determined by GEOID03.
 AX1154
 AX1154;                    North         East    Units  Estimated Accuracy
 AX1154;SPC TXSC     - 4,205,090.      815,820.      MT  (+/- 180 meters Scaled)
 AX1154
 AX1154                          SUPERSEDED SURVEY CONTROL
 AX1154
 AX1154  NGVD 29 (??/??/92)  112.056  (m)          367.64   (f) ADJ UNCH    2 0
 AX1154
 AX1154.Superseded values are not recommended for survey control.
 AX1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1154.See file dsdata.txt to determine how the superseded data were derived.
 AX1154
 AX1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT157837(NAD 83)
 AX1154_MARKER: DB = BENCH MARK DISK
 AX1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1154_STAMPING: Z 843 1943
 AX1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1154+STABILITY: SURFACE MOTION
 AX1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1154+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX1154
 AX1154  HISTORY     - Date     Condition        Report By
 AX1154  HISTORY     - 1943     MONUMENTED       CGS
 AX1154  HISTORY     - 1990     GOOD             USPSQD
 AX1154  HISTORY     - 19970608 GOOD             USPSQD
 AX1154  HISTORY     - 20020727 POOR             USPSQD
 AX1154  HISTORY     - 20041026 GOOD             USPSQD
 AX1154
 AX1154                          STATION DESCRIPTION
 AX1154
 AX1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1154'3.25 MI S FROM WEIMAR.
 AX1154'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1154'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1154'THENCE 3.0 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO A GATE ENTRANCE
 AX1154'TO A FARM HOUSE AND SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE SOUTH
 AX1154'OF THE INTERSECTION OF A DIRT ROAD LEADING EAST.  IT IS 36.5 FEET WEST
 AX1154'OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD, 32.5 FEET
 AX1154'NORTHEAST OF A 1.5 FOOT OAK TREE, 22.5 FEET SOUTH OF THE CENTERLINE OF
 AX1154'A GATE ENTRANCE TO A FARM HOUSE AND 3.1 FEET SOUTH OF A 4X4 INCH WHITE
 AX1154'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AX1154
 AX1154                          STATION RECOVERY (1990)
 AX1154
 AX1154'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1154'RECOVERED IN GOOD CONDITION.
 AX1154
 AX1154                          STATION RECOVERY (1997)
 AX1154
 AX1154'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1154'RECOVERED IN GOOD CONDITION.
 AX1154
 AX1154                          STATION RECOVERY (2002)
 AX1154
 AX1154'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1154'MARK RECOVERED IN POOR CONDITION.
 AX1154
 AX1154                          STATION RECOVERY (2004)
 AX1154
 AX1154'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0952 ***********************************************************************
 AX0952  DESIGNATION -  Z 844
 AX0952  PID         -  AX0952
 AX0952  STATE/COUNTY-  TX/LAVACA
 AX0952  USGS QUAD   -  MORAVIA (1981)
 AX0952
 AX0952                         *CURRENT SURVEY CONTROL
 AX0952  ___________________________________________________________________
 AX0952* NAD 83(1986)-  29 36 10.     (N)    096 54 51.     (W)     SCALED    
 AX0952* NAVD 88     -       107.79   (+/-2cm)     353.6    (feet)  VERTCON   
 AX0952  ___________________________________________________________________
 AX0952  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0952
 AX0952  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0952
 AX0952.The horizontal coordinates were scaled from a topographic map and have
 AX0952.an estimated accuracy of +/- 6 seconds.
 AX0952
 AX0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0952.The vertical order pertains to the NGVD 29 superseded value.
 AX0952
 AX0952.The geoid height was determined by GEOID03.
 AX0952
 AX0952;                    North         East    Units  Estimated Accuracy
 AX0952;SPC TXSC     - 4,197,900.      802,020.      MT  (+/- 180 meters Scaled)
 AX0952
 AX0952                          SUPERSEDED SURVEY CONTROL
 AX0952
 AX0952  NGVD 29 (??/??/92)  107.77   (m)          353.6    (f) COMPUTED    2 0
 AX0952
 AX0952.Superseded values are not recommended for survey control.
 AX0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0952.See file dsdata.txt to determine how the superseded data were derived.
 AX0952
 AX0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT019765(NAD 83)
 AX0952_MARKER: DB = BENCH MARK DISK
 AX0952_SETTING: 0 = UNSPECIFIED SETTING
 AX0952_STAMPING: Z 844 1943
 AX0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0952
 AX0952  HISTORY     - Date     Condition        Report By
 AX0952  HISTORY     - 1943     MONUMENTED       CGS
 AX0952  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0952  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0952
 AX0952                          STATION DESCRIPTION
 AX0952
 AX0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0952'5.8 MI S FROM SCHULENBURG.
 AX0952'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 90 AND U.S. HIGHWAY NO.
 AX0952'77 AT SCHULENBURG, PROCEED 5.8 MILES SOUTHERLY ALONG U.S. HIGHWAY NO.
 AX0952'77 THE TOP OF A HILL AND SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE
 AX0952'SOUTH OF THE INTERSECTION OF A DIRT CROSS ROAD.  IT IS 47.2 FEET WEST
 AX0952'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY AND
 AX0952'3.7 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT
 AX0952'PROJECTS 0.3 FOOT.
 AX0952
 AX0952                          STATION RECOVERY (1997)
 AX0952
 AX0952'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1061 ***********************************************************************
 AX1061  DESIGNATION -  Z 845
 AX1061  PID         -  AX1061
 AX1061  STATE/COUNTY-  TX/FAYETTE
 AX1061  USGS QUAD   -  ELLINGER (1981)
 AX1061
 AX1061                         *CURRENT SURVEY CONTROL
 AX1061  ___________________________________________________________________
 AX1061* NAD 83(1986)-  29 51 46.     (N)    096 43 52.     (W)     SCALED    
 AX1061* NAVD 88     -        89.74   (+/-2cm)     294.4    (feet)  VERTCON   
 AX1061  ___________________________________________________________________
 AX1061  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1061
 AX1061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1061
 AX1061.The horizontal coordinates were scaled from a topographic map and have
 AX1061.an estimated accuracy of +/- 6 seconds.
 AX1061
 AX1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1061.The vertical order pertains to the NGVD 29 superseded value.
 AX1061
 AX1061.The geoid height was determined by GEOID03.
 AX1061
 AX1061;                    North         East    Units  Estimated Accuracy
 AX1061;SPC TXSC     - 4,227,050.      819,180.      MT  (+/- 180 meters Scaled)
 AX1061
 AX1061                          SUPERSEDED SURVEY CONTROL
 AX1061
 AX1061  NGVD 29 (??/??/92)   89.705  (m)          294.31   (f) ADJ UNCH    2 0
 AX1061
 AX1061.Superseded values are not recommended for survey control.
 AX1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1061.See file dsdata.txt to determine how the superseded data were derived.
 AX1061
 AX1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU191057(NAD 83)
 AX1061_MARKER: DB = BENCH MARK DISK
 AX1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1061_STAMPING: Z 845 1943
 AX1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1061+STABILITY: SURFACE MOTION
 AX1061
 AX1061  HISTORY     - Date     Condition        Report By
 AX1061  HISTORY     - 1943     MONUMENTED       CGS
 AX1061  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1061
 AX1061                          STATION DESCRIPTION
 AX1061
 AX1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1061'2.4 MI NW FROM ELLINGER.
 AX1061'2.4 MILES NORTHWEST ALONG THE ABANDONED LA GRANGE BRANCH OF THE
 AX1061'SOUTHERN PACIFIC RAILROAD FROM THE OLD STATION AT ELLINGER, FAYETTE
 AX1061'COUNTY, AT THE SOUTHEAST END OF A SMALL CUT IN THE SOUTHEAST BANK OF A
 AX1061'CREEK, 47.8 FEET SOUTHWEST OF THE CENTERLINE OF THE RAILROAD BED, 4.9
 AX1061'FEET NORTHEAST OF A TRIANGULAR-BLAZED 1-FOOT OAK TREE, 2.2 FEET
 AX1061'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 4.2 FEET NORTHWEST OF A
 AX1061'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE RAILROAD BED. A
 AX1061'STANDARD DISK, STAMPED Z 845 1943 AND SET IN THE TOP OF A CONCRETE
 AX1061'POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AX1061
 AX1061                          STATION RECOVERY (1997)
 AX1061
 AX1061'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1731 ***********************************************************************
 AX1731  DESIGNATION -  Z 846
 AX1731  PID         -  AX1731
 AX1731  STATE/COUNTY-  TX/LAVACA
 AX1731  USGS QUAD   -  SHINER (1987)
 AX1731
 AX1731                         *CURRENT SURVEY CONTROL
 AX1731  ___________________________________________________________________
 AX1731* NAD 83(1986)-  29 28 37.     (N)    097 07 56.     (W)     SCALED    
 AX1731* NAVD 88     -        93.38   (+/-2cm)     306.4    (feet)  VERTCON   
 AX1731  ___________________________________________________________________
 AX1731  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX1731
 AX1731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1731
 AX1731.The horizontal coordinates were scaled from a topographic map and have
 AX1731.an estimated accuracy of +/- 6 seconds.
 AX1731
 AX1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1731.The vertical order pertains to the NGVD 29 superseded value.
 AX1731
 AX1731.The geoid height was determined by GEOID03.
 AX1731
 AX1731;                    North         East    Units  Estimated Accuracy
 AX1731;SPC TXSC     - 4,183,600.      781,120.      MT  (+/- 180 meters Scaled)
 AX1731
 AX1731                          SUPERSEDED SURVEY CONTROL
 AX1731
 AX1731  NGVD 29 (??/??/92)   93.355  (m)          306.28   (f) ADJ UNCH    2 0
 AX1731
 AX1731.Superseded values are not recommended for survey control.
 AX1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1731.See file dsdata.txt to determine how the superseded data were derived.
 AX1731
 AX1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT810622(NAD 83)
 AX1731_MARKER: DB = BENCH MARK DISK
 AX1731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1731_SP_SET: BRIDGE
 AX1731_STAMPING: Z 846 1943
 AX1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1731
 AX1731  HISTORY     - Date     Condition        Report By
 AX1731  HISTORY     - 1943     MONUMENTED       CGS
 AX1731  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1731
 AX1731                          STATION DESCRIPTION
 AX1731
 AX1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1731'5.6 MI NE FROM SHINER.
 AX1731'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1731'STATION AT SHINER, PROCEED 4.05 MILES NORTHERLY ALONG THE TRACK TO A
 AX1731'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 1.55 EASTERLY ALONG A
 AX1731'DIRT ROAD TO A CONCRETE BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS
 AX1731'SET HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 AX1731'70.0 FOOT CONCRETE BRIDGE OVER A CREEK.  IT IS 9.5 FEET NORTH OF AND
 AX1731'ABOUT THE SAME ELEVATION AS THE CENTRLINE OF THE ROAD.
 AX1731
 AX1731                          STATION RECOVERY (1997)
 AX1731
 AX1731'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1751 ***********************************************************************
 AX1751  DESIGNATION -  Z 847
 AX1751  PID         -  AX1751
 AX1751  STATE/COUNTY-  TX/LAVACA
 AX1751  USGS QUAD   -  WIED (1987)
 AX1751
 AX1751                         *CURRENT SURVEY CONTROL
 AX1751  ___________________________________________________________________
 AX1751* NAD 83(1986)-  29 27 33.     (N)    097 03 16.     (W)     SCALED    
 AX1751* NAVD 88     -        99.80   (+/-2cm)     327.4    (feet)  VERTCON   
 AX1751  ___________________________________________________________________
 AX1751  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1751
 AX1751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1751
 AX1751.The horizontal coordinates were scaled from a topographic map and have
 AX1751.an estimated accuracy of +/- 6 seconds.
 AX1751
 AX1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1751.The vertical order pertains to the NGVD 29 superseded value.
 AX1751
 AX1751.The geoid height was determined by GEOID03.
 AX1751
 AX1751;                    North         East    Units  Estimated Accuracy
 AX1751;SPC TXSC     - 4,181,760.      788,700.      MT  (+/- 180 meters Scaled)
 AX1751
 AX1751                          SUPERSEDED SURVEY CONTROL
 AX1751
 AX1751  NGVD 29 (??/??/92)   99.78   (m)          327.4    (f) COMPUTED    2 0
 AX1751
 AX1751.Superseded values are not recommended for survey control.
 AX1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1751.See file dsdata.txt to determine how the superseded data were derived.
 AX1751
 AX1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT886604(NAD 83)
 AX1751_MARKER: DB = BENCH MARK DISK
 AX1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1751_STAMPING: Z 847 1943
 AX1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1751+STABILITY: SURFACE MOTION
 AX1751
 AX1751  HISTORY     - Date     Condition        Report By
 AX1751  HISTORY     - 1943     MONUMENTED       CGS
 AX1751  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1751
 AX1751                          STATION DESCRIPTION
 AX1751
 AX1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1751'1.6 MI N FROM WIED.
 AX1751'TO REACH FROM THE SCHOOL BUILDING AT WIED, PROCEED 1.6 MILE NORTHERLY
 AX1751'ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT T ROAD AND SITE OF
 AX1751'BENCH MARK.  BENCH MARK IS 45.5 FEET SOUTH OF THE CENTERLINE OF A DIRT
 AX1751'T ROAD.  IT IS 27.5 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AX1751'CENTERLINE OF THE ROAD, 20.5 FEET SOUTH OF A FENCE CORNER POST AND 2.9
 AX1751'FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1751'0.2 FOOT.
 AX1751
 AX1751                          STATION RECOVERY (1965)
 AX1751
 AX1751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2097 ***********************************************************************
 AX2097  DESIGNATION -  Z 848
 AX2097  PID         -  AX2097
 AX2097  STATE/COUNTY-  TX/GONZALES
 AX2097  USGS QUAD   -  COST (1987)
 AX2097
 AX2097                         *CURRENT SURVEY CONTROL
 AX2097  ___________________________________________________________________
 AX2097* NAD 83(1986)-  29 25 27.     (N)    097 30 22.     (W)     SCALED    
 AX2097* NAVD 88     -        96.42   (+/-2cm)     316.3    (feet)  VERTCON   
 AX2097  ___________________________________________________________________
 AX2097  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AX2097
 AX2097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2097
 AX2097.The horizontal coordinates were scaled from a topographic map and have
 AX2097.an estimated accuracy of +/- 6 seconds.
 AX2097
 AX2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2097.The vertical order pertains to the NGVD 29 superseded value.
 AX2097
 AX2097.The geoid height was determined by GEOID03.
 AX2097
 AX2097;                    North         East    Units  Estimated Accuracy
 AX2097;SPC TXSC     - 4,177,230.      744,940.      MT  (+/- 180 meters Scaled)
 AX2097
 AX2097                          SUPERSEDED SURVEY CONTROL
 AX2097
 AX2097  NGVD 29 (??/??/92)   96.388  (m)          316.23   (f) ADJ UNCH    2 0
 AX2097
 AX2097.Superseded values are not recommended for survey control.
 AX2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2097.See file dsdata.txt to determine how the superseded data were derived.
 AX2097
 AX2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT449559(NAD 83)
 AX2097_MARKER: DB = BENCH MARK DISK
 AX2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2097_STAMPING: Z 848 1943
 AX2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2097+STABILITY: SURFACE MOTION
 AX2097
 AX2097  HISTORY     - Date     Condition        Report By
 AX2097  HISTORY     - 1943     MONUMENTED       CGS
 AX2097  HISTORY     - 1959     GOOD             NGS
 AX2097  HISTORY     - 1960     GOOD             LOCENG
 AX2097
 AX2097                          STATION DESCRIPTION
 AX2097
 AX2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2097'4 MI E FROM COST.
 AX2097'TO REACH FROM THE JUNCTION OF US 183 AND STATE HIGHWAY 97 (1.9 MI.
 AX2097'S.E. OF THE COURT HOUSE AT GONZALES), PROCEED 3.4 MI. S.W. ALONG STATE
 AX2097'HIGHWAY 97 TO JUNCTION OF FARM ROAD 108, THENCE 1.7 MILES S.W. ALONG
 AX2097'FARM ROAD 108 TO SITE OF BENCH MARK.  ABOUT 560 FEET N.E. OF ENTRANCE
 AX2097'TO STATE EXPERIMENTAL FARM, 36.2 FEET N.W. OF HIGHWAY CENTERLINE, 6.7
 AX2097'FEET N.W. OF ROW FENCE LINE, ABOUT 2 FEET BELOW HIGHWAY, IN TOP OF A
 AX2097'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. NOTE-- WITNESS
 AX2097'POST IS GONE.
 AX2097
 AX2097                          STATION RECOVERY (1960)
 AX2097
 AX2097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 AX2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1754 ***********************************************************************
 AX1754  DESIGNATION -  Z 849
 AX1754  PID         -  AX1754
 AX1754  STATE/COUNTY-  TX/GONZALES
 AX1754  USGS QUAD   -  CHEAPSIDE (1987)
 AX1754
 AX1754                         *CURRENT SURVEY CONTROL
 AX1754  ___________________________________________________________________
 AX1754* NAD 83(1986)-  29 17 21.     (N)    097 25 32.     (W)     SCALED    
 AX1754* NAVD 88     -        98.11   (+/-2cm)     321.9    (feet)  VERTCON   
 AX1754  ___________________________________________________________________
 AX1754  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AX1754
 AX1754  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1754
 AX1754.The horizontal coordinates were scaled from a topographic map and have
 AX1754.an estimated accuracy of +/- 6 seconds.
 AX1754
 AX1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1754.The vertical order pertains to the NGVD 29 superseded value.
 AX1754
 AX1754.The geoid height was determined by GEOID03.
 AX1754
 AX1754;                    North         East    Units  Estimated Accuracy
 AX1754;SPC TXSC     - 4,162,370.      752,960.      MT  (+/- 180 meters Scaled)
 AX1754
 AX1754                          SUPERSEDED SURVEY CONTROL
 AX1754
 AX1754  NGVD 29 (??/??/92)   98.097  (m)          321.84   (f) ADJ UNCH    2 0
 AX1754
 AX1754.Superseded values are not recommended for survey control.
 AX1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1754.See file dsdata.txt to determine how the superseded data were derived.
 AX1754
 AX1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT529410(NAD 83)
 AX1754_MARKER: DB = BENCH MARK DISK
 AX1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1754_STAMPING: Z 849 1943
 AX1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1754+STABILITY: SURFACE MOTION
 AX1754
 AX1754  HISTORY     - Date     Condition        Report By
 AX1754  HISTORY     - 1943     MONUMENTED       CGS
 AX1754
 AX1754                          STATION DESCRIPTION
 AX1754
 AX1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1754'1.8 MI NW FROM CHEAPSIDE.
 AX1754'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 1.8 MI. N.W. ALONG A DIRT
 AX1754'ROAD TO A T FENCE ON THE S.W. SIDE OF THE ROAD AND SITE OF BENCH MARK.
 AX1754'BENCH MARK IS 25.3 FEET S.W. OF AND ABOUT 1 FOOT BELOW THE CENTERLINE
 AX1754'OF THE ROAD.  IT IS 4.9 FEET W. OF A T FENCE CORNER POST AND 2.9 FEET
 AX1754'S.E. OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2
 AX1754'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2116 ***********************************************************************
 BY2116  DESIGNATION -  Z 85
 BY2116  PID         -  BY2116
 BY2116  STATE/COUNTY-  TX/ANDERSON
 BY2116  USGS QUAD   -  ELKHART CREEK (1982)
 BY2116
 BY2116                         *CURRENT SURVEY CONTROL
 BY2116  ___________________________________________________________________
 BY2116* NAD 83(1986)-  31 35 15.     (N)    095 30 52.     (W)     SCALED    
 BY2116* NAVD 88     -       138.58   (+/-2cm)     454.7    (feet)  VERTCON   
 BY2116  ___________________________________________________________________
 BY2116  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY2116
 BY2116  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2116
 BY2116.The horizontal coordinates were scaled from a topographic map and have
 BY2116.an estimated accuracy of +/- 6 seconds.
 BY2116
 BY2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2116.The vertical order pertains to the NGVD 29 superseded value.
 BY2116
 BY2116.The geoid height was determined by GEOID03.
 BY2116
 BY2116;                    North         East    Units  Estimated Accuracy
 BY2116;SPC TX C     - 3,222,840.    1,157,210.      MT  (+/- 180 meters Scaled)
 BY2116
 BY2116                          SUPERSEDED SURVEY CONTROL
 BY2116
 BY2116  NGVD 29 (??/??/92)  138.576  (m)          454.64   (f) ADJ UNCH    1 2
 BY2116
 BY2116.Superseded values are not recommended for survey control.
 BY2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2116.See file dsdata.txt to determine how the superseded data were derived.
 BY2116
 BY2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ614974(NAD 83)
 BY2116_MARKER: DB = BENCH MARK DISK
 BY2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2116_STAMPING: Z 85 1932 454.684
 BY2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2116+STABILITY: SURFACE MOTION
 BY2116
 BY2116  HISTORY     - Date     Condition        Report By
 BY2116  HISTORY     - 1932     MONUMENTED       CGS
 BY2116  HISTORY     - 1960     GOOD             NGS
 BY2116
 BY2116                          STATION DESCRIPTION
 BY2116
 BY2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2116'4.75 MI SE FROM ELKHART.
 BY2116'ABOUT 4.75 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY2116'THE STATION AT ELKHART, 88 FEET NORTH AND ACROSS THE TRACK FROM THE
 BY2116'FIRST TELEPHONE POLE NORTHWEST OF MILEPOST 17, 45 FEET NORTHEAST OF
 BY2116'THE NORTHEAST RAIL, 52 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 BY2116'CROSSING, 20 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE PRIVATE
 BY2116'ROAD, 1 1/2 FEET SOUTH-SOUTHWEST OF A FENCE, 1 FOOT SOUTH-SOUTHWEST OF
 BY2116'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND
 BY2116'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0431 ***********************************************************************
 AX0431  DESIGNATION -  Z 850
 AX0431  PID         -  AX0431
 AX0431  STATE/COUNTY-  TX/WHARTON
 AX0431  USGS QUAD   -  NEW TAITON (1981)
 AX0431
 AX0431                         *CURRENT SURVEY CONTROL
 AX0431  ___________________________________________________________________
 AX0431* NAD 83(1986)-  29 20 30.     (N)    096 21 34.     (W)     SCALED    
 AX0431* NAVD 88     -        44.64   (+/-2cm)     146.5    (feet)  VERTCON   
 AX0431  ___________________________________________________________________
 AX0431  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0431
 AX0431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0431
 AX0431.The horizontal coordinates were scaled from a topographic map and have
 AX0431.an estimated accuracy of +/- 6 seconds.
 AX0431
 AX0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0431.The vertical order pertains to the NGVD 29 superseded value.
 AX0431
 AX0431.The geoid height was determined by GEOID03.
 AX0431
 AX0431;                    North         East    Units  Estimated Accuracy
 AX0431;SPC TXSC     - 4,170,060.      856,390.      MT  (+/- 180 meters Scaled)
 AX0431
 AX0431                          SUPERSEDED SURVEY CONTROL
 AX0431
 AX0431  NGVD 29 (??/??/92)   44.638  (m)          146.45   (f) ADJ UNCH    2 0
 AX0431
 AX0431.Superseded values are not recommended for survey control.
 AX0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0431.See file dsdata.txt to determine how the superseded data were derived.
 AX0431
 AX0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT563487(NAD 83)
 AX0431_MARKER: DB = BENCH MARK DISK
 AX0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0431_STAMPING: Z-850 1943
 AX0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0431+STABILITY: SURFACE MOTION
 AX0431
 AX0431  HISTORY     - Date     Condition        Report By
 AX0431  HISTORY     - 1943     MONUMENTED       CGS
 AX0431
 AX0431                          STATION DESCRIPTION
 AX0431
 AX0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0431'7.2 MI SE FROM GARWOOD.
 AX0431'7.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT
 AX0431'GARWOOD, SET AT THE WEST CORNER OF A CULTIVATED FIELD, 50 FEET
 AX0431'NORTHEAST OF THE CENTER-LINE OF THE HIGHWAY, 17.3 FEET SOUTHEAST OF
 AX0431'THE 3-WAY CORNER FENCE POST, 11 FEET NORTHWEST OF THE CENTER-LINE OF
 AX0431'THE ROAD LEADING NORTHEAST INTO THE FIELD, 5 FEET NORTHWEST OF THE
 AX0431'NORTHWEST GATE POST, 1.5 FEET NORTHWEST OF REFERENCE POST.  BENCH MARK
 AX0431'DISK SET IN TOP OF CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0498 ***********************************************************************
 AX0498  DESIGNATION -  Z 851
 AX0498  PID         -  AX0498
 AX0498  STATE/COUNTY-  TX/WHARTON
 AX0498  USGS QUAD   -  EL CAMPO (1981)
 AX0498
 AX0498                         *CURRENT SURVEY CONTROL
 AX0498  ___________________________________________________________________
 AX0498* NAD 83(1986)-  29 14 06.     (N)    096 20 34.     (W)     SCALED    
 AX0498* NAVD 88     -        34.04   (+/-2cm)     111.7    (feet)  VERTCON   
 AX0498  ___________________________________________________________________
 AX0498  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0498
 AX0498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0498
 AX0498.The horizontal coordinates were scaled from a topographic map and have
 AX0498.an estimated accuracy of +/- 6 seconds.
 AX0498
 AX0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0498.The vertical order pertains to the NGVD 29 superseded value.
 AX0498
 AX0498.The geoid height was determined by GEOID03.
 AX0498
 AX0498;                    North         East    Units  Estimated Accuracy
 AX0498;SPC TXSC     - 4,158,280.      858,270.      MT  (+/- 180 meters Scaled)
 AX0498
 AX0498                          SUPERSEDED SURVEY CONTROL
 AX0498
 AX0498  NGVD 29 (??/??/92)   34.044  (m)          111.69   (f) ADJ UNCH    2 0
 AX0498
 AX0498.Superseded values are not recommended for survey control.
 AX0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0498.See file dsdata.txt to determine how the superseded data were derived.
 AX0498
 AX0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT582369(NAD 83)
 AX0498_MARKER: DB = BENCH MARK DISK
 AX0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0498_STAMPING: Z-851 1943
 AX0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0498+STABILITY: SURFACE MOTION
 AX0498
 AX0498  HISTORY     - Date     Condition        Report By
 AX0498  HISTORY     - 1943     MONUMENTED       CGS
 AX0498
 AX0498                          STATION DESCRIPTION
 AX0498
 AX0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0498'5.9 MI NW FROM EL CAMPO.
 AX0498'3.4 MILES NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE POST OFFICE AT
 AX0498'EL CAMPO, THENCE 2.5 MILES WEST ALONG THE COUNTY ROAD SET AT A PRIVATE
 AX0498'ROAD, 65 FEET NORTH OF THE CENTER-LINE OF THE MAIN ROAD, 19.5 FEET
 AX0498'NORTHEAST OF THE EAST GATE POST OF THE ROAD LEADING NORTH, 19 FEET
 AX0498'EAST OF THE CENTER-LINE OF THE ROAD, 2.5 FEET NORTHWEST OF THE NORTH
 AX0498'GATE POST OF GATE EAST INTO FIELD, 1.9 FEET SOUTH OF REFERENCE POST.
 AX0498'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 AX0498'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0714 ***********************************************************************
 AX0714  DESIGNATION -  Z 852
 AX0714  PID         -  AX0714
 AX0714  STATE/COUNTY-  TX/JACKSON
 AX0714  USGS QUAD   -  GANADO (1981)
 AX0714
 AX0714                         *CURRENT SURVEY CONTROL
 AX0714  ___________________________________________________________________
 AX0714* NAD 83(1986)-  29 07 26.     (N)    096 31 47.     (W)     SCALED    
 AX0714* NAVD 88     -        25.89   (+/-2cm)      84.9    (feet)  VERTCON   
 AX0714  ___________________________________________________________________
 AX0714  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0714
 AX0714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0714
 AX0714.The horizontal coordinates were scaled from a topographic map and have
 AX0714.an estimated accuracy of +/- 6 seconds.
 AX0714
 AX0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0714.The vertical order pertains to the NGVD 29 superseded value.
 AX0714
 AX0714.The geoid height was determined by GEOID03.
 AX0714
 AX0714;                    North         East    Units  Estimated Accuracy
 AX0714;SPC TXSC     - 4,145,570.      840,360.      MT  (+/- 180 meters Scaled)
 AX0714
 AX0714                          SUPERSEDED SURVEY CONTROL
 AX0714
 AX0714  NGVD 29 (??/??/92)   25.901  (m)           84.98   (f) ADJ UNCH    2 0
 AX0714
 AX0714.Superseded values are not recommended for survey control.
 AX0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0714.See file dsdata.txt to determine how the superseded data were derived.
 AX0714
 AX0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT403242(NAD 83)
 AX0714_MARKER: DB = BENCH MARK DISK
 AX0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0714_STAMPING: Z 852 1943
 AX0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0714+STABILITY: SURFACE MOTION
 AX0714
 AX0714  HISTORY     - Date     Condition        Report By
 AX0714  HISTORY     - 1943     MONUMENTED       CGS
 AX0714  HISTORY     - 1972     GOOD             NGS
 AX0714  HISTORY     - 19980725 GOOD             USPSQD
 AX0714
 AX0714                          STATION DESCRIPTION
 AX0714
 AX0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0714'6.25 MI N FROM GANADO.
 AX0714'ABOUT 6.05 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0714'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, THENCE 0.2 MILE WEST ALONG
 AX0714'A GRAVELED ROAD (OLD FARM ROAD 710), AT A CURVE IN THE OLD ROAD, 38
 AX0714'FEET NORTH OF THE EAST-WEST ROAD, 38 FEET EAST OF THE NORTH-SOUTH
 AX0714'ROAD, 12 1/2 FEET EAST-SOUTHEAST OF A CORNER FENCE POST, 3 1/2 FEET
 AX0714'SOUTH OF THE FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 1
 AX0714'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AX0714'POST WHICH PROJECTS 1 INCH.
 AX0714
 AX0714                          STATION RECOVERY (1998)
 AX0714
 AX0714'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0896 ***********************************************************************
 AX0896  DESIGNATION -  Z 853
 AX0896  PID         -  AX0896
 AX0896  STATE/COUNTY-  TX/JACKSON
 AX0896  USGS QUAD   -  CORDELE (1981)
 AX0896
 AX0896                         *CURRENT SURVEY CONTROL
 AX0896  ___________________________________________________________________
 AX0896* NAD 83(1986)-  29 08 05.     (N)    096 39 03.     (W)     SCALED    
 AX0896* NAVD 88     -        31.20   (+/-2cm)     102.4    (feet)  VERTCON   
 AX0896  ___________________________________________________________________
 AX0896  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0896
 AX0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0896
 AX0896.The horizontal coordinates were scaled from a topographic map and have
 AX0896.an estimated accuracy of +/- 6 seconds.
 AX0896
 AX0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0896.The vertical order pertains to the NGVD 29 superseded value.
 AX0896
 AX0896.The geoid height was determined by GEOID03.
 AX0896
 AX0896;                    North         East    Units  Estimated Accuracy
 AX0896;SPC TXSC     - 4,146,520.      828,560.      MT  (+/- 180 meters Scaled)
 AX0896
 AX0896                          SUPERSEDED SURVEY CONTROL
 AX0896
 AX0896  NGVD 29 (??/??/92)   31.204  (m)          102.38   (f) ADJ UNCH    2 0
 AX0896
 AX0896.Superseded values are not recommended for survey control.
 AX0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0896.See file dsdata.txt to determine how the superseded data were derived.
 AX0896
 AX0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT285251(NAD 83)
 AX0896_MARKER: DB = BENCH MARK DISK
 AX0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0896_STAMPING: Z 853 1943
 AX0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0896+STABILITY: SURFACE MOTION
 AX0896
 AX0896  HISTORY     - Date     Condition        Report By
 AX0896  HISTORY     - 1943     MONUMENTED       CGS
 AX0896  HISTORY     - 1972     GOOD             NGS
 AX0896
 AX0896                          STATION DESCRIPTION
 AX0896
 AX0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0896'1.0 MI W FROM CORDELE.
 AX0896'ABOUT 1.0 MILE WEST ALONG CORDELE ROAD FROM THE METHODIST CHURCH AT
 AX0896'CORDELE, AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 33 FEET
 AX0896'NORTH OF THE CENTER LINE OF THE EAST-WEST GRAVEL ROAD, 29 FEET EAST OF
 AX0896'THE CENTER LINE OF THE NORTH-SOUTH GRAVEL ROAD, 3 FEET SOUTHEAST OF A
 AX0896'FENCE CORNER, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, 1.5 FEET
 AX0896'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN
 AX0896'THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0741 ***********************************************************************
 AX0741  DESIGNATION -  Z 854
 AX0741  PID         -  AX0741
 AX0741  STATE/COUNTY-  TX/LAVACA
 AX0741  USGS QUAD   -  SHERIDAN (1981)
 AX0741
 AX0741                         *CURRENT SURVEY CONTROL
 AX0741  ___________________________________________________________________
 AX0741* NAD 83(1986)-  29 24 27.     (N)    096 39 54.     (W)     SCALED    
 AX0741* NAVD 88     -        64.05   (+/-2cm)     210.1    (feet)  VERTCON   
 AX0741  ___________________________________________________________________
 AX0741  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0741
 AX0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0741
 AX0741.The horizontal coordinates were scaled from a topographic map and have
 AX0741.an estimated accuracy of +/- 6 seconds.
 AX0741
 AX0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0741.The vertical order pertains to the NGVD 29 superseded value.
 AX0741
 AX0741.The geoid height was determined by GEOID03.
 AX0741
 AX0741;                    North         East    Units  Estimated Accuracy
 AX0741;SPC TXSC     - 4,176,720.      826,580.      MT  (+/- 180 meters Scaled)
 AX0741
 AX0741                          SUPERSEDED SURVEY CONTROL
 AX0741
 AX0741  NGVD 29 (??/??/92)   64.040  (m)          210.10   (f) ADJ UNCH    2 0
 AX0741
 AX0741.Superseded values are not recommended for survey control.
 AX0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0741.See file dsdata.txt to determine how the superseded data were derived.
 AX0741
 AX0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT265554(NAD 83)
 AX0741_MARKER: DB = BENCH MARK DISK
 AX0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0741_STAMPING: Z 854 1943
 AX0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0741+STABILITY: SURFACE MOTION
 AX0741
 AX0741  HISTORY     - Date     Condition        Report By
 AX0741  HISTORY     - 1943     MONUMENTED       CGS
 AX0741
 AX0741                          STATION DESCRIPTION
 AX0741
 AX0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0741'6 1 MI S FROM SHERIDAN.
 AX0741'6.1 MI.S.ALONG THE SHELL OIL CO.ROAD FROM TAHE P.O.AT SHERIDAN, 33
 AX0741'FEET E.OF THE CENTERLINE OF THE ROAD,13 FEET N.OF A 36 INCH OAK TREE
 AX0741'WITH A TRIANGULAR BLAZE ON THE W.SIDE OF TREE,1 FOOT E.OF THE
 AX0741'FENCE,2.1 FEET W.OF THE REFERENCE POST.  PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1898 ***********************************************************************
 AX1898  DESIGNATION -  Z 855
 AX1898  PID         -  AX1898
 AX1898  STATE/COUNTY-  TX/KARNES
 AX1898  USGS QUAD   -  ECLETO (1987)
 AX1898
 AX1898                         *CURRENT SURVEY CONTROL
 AX1898  ___________________________________________________________________
 AX1898* NAD 83(1986)-  29 03 03.     (N)    097 48 02.     (W)     SCALED    
 AX1898* NAVD 88     -       103.91   (+/-2cm)     340.9    (feet)  VERTCON   
 AX1898  ___________________________________________________________________
 AX1898  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AX1898
 AX1898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1898
 AX1898.The horizontal coordinates were scaled from a topographic map and have
 AX1898.an estimated accuracy of +/- 6 seconds.
 AX1898
 AX1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1898.The vertical order pertains to the NGVD 29 superseded value.
 AX1898
 AX1898.The geoid height was determined by GEOID03.
 AX1898
 AX1898;                    North         East    Units  Estimated Accuracy
 AX1898;SPC TXSC     - 4,135,530.      716,800.      MT  (+/- 180 meters Scaled)
 AX1898
 AX1898                          SUPERSEDED SURVEY CONTROL
 AX1898
 AX1898  NGVD 29 (??/??/92)  103.875  (m)          340.80   (f) ADJ UNCH    2 0
 AX1898
 AX1898.Superseded values are not recommended for survey control.
 AX1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1898.See file dsdata.txt to determine how the superseded data were derived.
 AX1898
 AX1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT167142(NAD 83)
 AX1898_MARKER: DB = BENCH MARK DISK
 AX1898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1898_SP_SET: CULVERT
 AX1898_STAMPING: Z 855 1943
 AX1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1898
 AX1898  HISTORY     - Date     Condition        Report By
 AX1898  HISTORY     - 1943     MONUMENTED       CGS
 AX1898  HISTORY     - 20050405 GOOD             USPSQD
 AX1898
 AX1898                          STATION DESCRIPTION
 AX1898
 AX1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1898'7.25 MI N FROM HELENA.
 AX1898'TO REACH FROM THE FOUR CORNERS AT HELENA, PROCEED 7.25 MILES NORTHERLY
 AX1898'ALONG STATE HIGHWAY NO. 80 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1898'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF
 AX1898'THE EAST HEADWALL OF A 3X3 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1898'HIGHWAY.  IT IS 0.1 MILE NORTH OF THE INTERSECTION OF A DIRT CROSS
 AX1898'ROAD, 14.3 FEET EAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE
 AX1898'HIGHWAY.
 AX1898
 AX1898                          STATION RECOVERY (2005)
 AX1898
 AX1898'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1898'SET WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1899 ***********************************************************************
 AX1899  DESIGNATION -  Z 855 RESET 1971
 AX1899  PID         -  AX1899
 AX1899  STATE/COUNTY-  TX/KARNES
 AX1899  USGS QUAD   -  ECLETO (1987)
 AX1899
 AX1899                         *CURRENT SURVEY CONTROL
 AX1899  ___________________________________________________________________
 AX1899* NAD 83(1986)-  29 03 03.     (N)    097 48 02.     (W)     SCALED    
 AX1899* NAVD 88     -       103.97   (+/-2cm)     341.1    (feet)  VERTCON   
 AX1899  ___________________________________________________________________
 AX1899  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AX1899
 AX1899  VERT ORDER  -  THIRD (See Below)
 AX1899
 AX1899.The horizontal coordinates were scaled from a topographic map and have
 AX1899.an estimated accuracy of +/- 6 seconds.
 AX1899
 AX1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1899.The vertical order pertains to the NGVD 29 superseded value.
 AX1899
 AX1899.The geoid height was determined by GEOID03.
 AX1899
 AX1899;                    North         East    Units  Estimated Accuracy
 AX1899;SPC TXSC     - 4,135,530.      716,800.      MT  (+/- 180 meters Scaled)
 AX1899
 AX1899                          SUPERSEDED SURVEY CONTROL
 AX1899
 AX1899  NGVD 29 (01/29/03)  103.93   (m)          341.0    (f) RESET       3  
 AX1899
 AX1899.Superseded values are not recommended for survey control.
 AX1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1899.See file dsdata.txt to determine how the superseded data were derived.
 AX1899
 AX1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT167142(NAD 83)
 AX1899_MARKER: DB = BENCH MARK DISK
 AX1899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1899_SP_SET: CULVERT
 AX1899_STAMPING: Z 855 RESET 1971
 AX1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1899+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1899
 AX1899  HISTORY     - Date     Condition        Report By
 AX1899  HISTORY     - 1971     MONUMENTED       TXHD
 AX1899  HISTORY     - 1972     GOOD             TXHD
 AX1899  HISTORY     - 20040917 GOOD             USPSQD
 AX1899
 AX1899                          STATION DESCRIPTION
 AX1899
 AX1899'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1899'6.9 MI N FROM HELENA.
 AX1899'ABOUT 6.9 MILES NORTH ALONG STATE HIGHWAY 80 FROM FOUR CORNERS IN
 AX1899'HELENA, KARNES COUNTY, IN THE TOP OF THE HEADWALL OF A 4- BY 3-
 AX1899'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 7 FEET FROM THE NORTH CORNER
 AX1899'OF THE EAST HEADWALL, 42.0 FEET EAST OF THE CENTER LINE OF THE
 AX1899'HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 AX1899
 AX1899                          STATION RECOVERY (2004)
 AX1899
 AX1899'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1933 ***********************************************************************
 AX1933  DESIGNATION -  Z 856
 AX1933  PID         -  AX1933
 AX1933  STATE/COUNTY-  TX/KARNES
 AX1933  USGS QUAD   -  KOSCIUSKO (1987)
 AX1933
 AX1933                         *CURRENT SURVEY CONTROL
 AX1933  ___________________________________________________________________
 AX1933* NAD 83(1986)-  29 05 32.     (N)    097 53 03.     (W)     SCALED    
 AX1933* NAVD 88     -       118.02   (+/-2cm)     387.2    (feet)  VERTCON   
 AX1933  ___________________________________________________________________
 AX1933  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX1933
 AX1933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1933
 AX1933.The horizontal coordinates were scaled from a topographic map and have
 AX1933.an estimated accuracy of +/- 6 seconds.
 AX1933
 AX1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1933.The vertical order pertains to the NGVD 29 superseded value.
 AX1933
 AX1933.The geoid height was determined by GEOID03.
 AX1933
 AX1933;                    North         East    Units  Estimated Accuracy
 AX1933;SPC TXSC     - 4,140,040.      708,610.      MT  (+/- 180 meters Scaled)
 AX1933
 AX1933                          SUPERSEDED SURVEY CONTROL
 AX1933
 AX1933  NGVD 29 (??/??/92)  117.969  (m)          387.04   (f) ADJ UNCH    2 0
 AX1933
 AX1933.Superseded values are not recommended for survey control.
 AX1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1933.See file dsdata.txt to determine how the superseded data were derived.
 AX1933
 AX1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT085187(NAD 83)
 AX1933_MARKER: DB = BENCH MARK DISK
 AX1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1933_STAMPING: Z 856 1943
 AX1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1933+STABILITY: SURFACE MOTION
 AX1933
 AX1933  HISTORY     - Date     Condition        Report By
 AX1933  HISTORY     - 1943     MONUMENTED       CGS
 AX1933
 AX1933                          STATION DESCRIPTION
 AX1933
 AX1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1933'3.0 MI SW FROM HYATT SCHOOL NO. 1.
 AX1933'TO REACH FROM THE HYATT SCHOOL NO. 1 (4.6 MILES SOUTHWEST OF THE POST
 AX1933'OFFICE AT GILLETT), PROCEED 3.0 MILES SOUTHWESTERLY ALONG A DIRT ROAD
 AX1933'TO THE TOP OF A HILL AND SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE
 AX1933'NORTHEAST OF THE NORTHWEST END OF A DOUBLE TURN IN THE ROAD.  IT IS
 AX1933'24.3 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX1933'OF THE ROAD, 5.8 FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE
 AX1933'AND 4.2 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1933'MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1958 ***********************************************************************
 AX1958  DESIGNATION -  Z 857
 AX1958  PID         -  AX1958
 AX1958  STATE/COUNTY-  TX/DE WITT
 AX1958  USGS QUAD   -  NEW DAVY (1987)
 AX1958
 AX1958                         *CURRENT SURVEY CONTROL
 AX1958  ___________________________________________________________________
 AX1958* NAD 83(1986)-  29 01 41.     (N)    097 33 20.     (W)     SCALED    
 AX1958* NAVD 88     -       116.36   (+/-2cm)     381.8    (feet)  VERTCON   
 AX1958  ___________________________________________________________________
 AX1958  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX1958
 AX1958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1958
 AX1958.The horizontal coordinates were scaled from a topographic map and have
 AX1958.an estimated accuracy of +/- 6 seconds.
 AX1958
 AX1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1958.The vertical order pertains to the NGVD 29 superseded value.
 AX1958
 AX1958.The geoid height was determined by GEOID03.
 AX1958
 AX1958;                    North         East    Units  Estimated Accuracy
 AX1958;SPC TXSC     - 4,133,280.      740,690.      MT  (+/- 180 meters Scaled)
 AX1958
 AX1958                          SUPERSEDED SURVEY CONTROL
 AX1958
 AX1958  NGVD 29 (??/??/92)  116.343  (m)          381.70   (f) ADJ UNCH    2 0
 AX1958
 AX1958.Superseded values are not recommended for survey control.
 AX1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1958.See file dsdata.txt to determine how the superseded data were derived.
 AX1958
 AX1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT406119(NAD 83)
 AX1958_MARKER: DB = BENCH MARK DISK
 AX1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1958_STAMPING: Z 857 1943
 AX1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1958+STABILITY: SURFACE MOTION
 AX1958
 AX1958  HISTORY     - Date     Condition        Report By
 AX1958  HISTORY     - 1943     MONUMENTED       CGS
 AX1958  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX1958
 AX1958                          STATION DESCRIPTION
 AX1958
 AX1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1958'4.15 MI SE FROM DAVY.
 AX1958'TO REACH FROM THE SCHOOL BUILDING AT DAVY, PROCEED 4.15 MILES
 AX1958'SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO THE TOP OF A HILL AND SITE
 AX1958'OF BENCH MARK.  BENCH MARK IS 0.2 MILE SOUTHEAST OF THE INTERSECTION
 AX1958'OF A DIRT ROAD LEADING SOUTHWEST.  IT IS 36.0 FEET SOUTHWEST OF AND
 AX1958'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 9.0 FEET
 AX1958'NORTHWEST OF THE CENTERLINE OF A DIRT TRACK ROAD LEADING SOUTHWEST TO
 AX1958'A FARM HOUSE, 2.9 FEET SOUTHEAST OF A T FENCE CORNER POST AND 1.9 FEET
 AX1958'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT PROJECTS
 AX1958'0.2 FOOT.
 AX1958
 AX1958                          STATION RECOVERY (1961)
 AX1958
 AX1958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1980 ***********************************************************************
 AX1980  DESIGNATION -  Z 858
 AX1980  PID         -  AX1980
 AX1980  STATE/COUNTY-  TX/DE WITT
 AX1980  USGS QUAD   -  GARFIELD (1987)
 AX1980
 AX1980                         *CURRENT SURVEY CONTROL
 AX1980  ___________________________________________________________________
 AX1980* NAD 83(1986)-  29 04 06.     (N)    097 38 42.     (W)     SCALED    
 AX1980* NAVD 88     -       160.97   (+/-2cm)     528.1    (feet)  VERTCON   
 AX1980  ___________________________________________________________________
 AX1980  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AX1980
 AX1980  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1980
 AX1980.The horizontal coordinates were scaled from a topographic map and have
 AX1980.an estimated accuracy of +/- 6 seconds.
 AX1980
 AX1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1980.The vertical order pertains to the NGVD 29 superseded value.
 AX1980
 AX1980.The geoid height was determined by GEOID03.
 AX1980
 AX1980;                    North         East    Units  Estimated Accuracy
 AX1980;SPC TXSC     - 4,137,640.      731,920.      MT  (+/- 180 meters Scaled)
 AX1980
 AX1980                          SUPERSEDED SURVEY CONTROL
 AX1980
 AX1980  NGVD 29 (??/??/92)  160.935  (m)          528.00   (f) ADJ UNCH    2 0
 AX1980
 AX1980.Superseded values are not recommended for survey control.
 AX1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1980.See file dsdata.txt to determine how the superseded data were derived.
 AX1980
 AX1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT318163(NAD 83)
 AX1980_MARKER: DB = BENCH MARK DISK
 AX1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1980_STAMPING: Z 858 1943
 AX1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1980+STABILITY: SURFACE MOTION
 AX1980
 AX1980  HISTORY     - Date     Condition        Report By
 AX1980  HISTORY     - 1943     MONUMENTED       CGS
 AX1980
 AX1980                          STATION DESCRIPTION
 AX1980
 AX1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1980'2.0 MI S FROM DAVY.
 AX1980'TO REACH FROM THE ONLY COTTON GIN AT DAVY, PROCEED 0.25 MILE WESTERLY
 AX1980'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING SOUTH,
 AX1980'THENCE 1.75 MILE SOUTHERLY ALONG A DIRT ROAD TO A T FENCE ON THE EAST
 AX1980'SIDE OF THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE SOUTH
 AX1980'OF THE WEST END OF A DOUBLE TURN IN THE ROAD.  IT IS 19.0 FEET EAST OF
 AX1980'AND ABOUT 1.5 FOOT ABOVE THE CENTERLINE OF THE ROAD, 4.5 FEET
 AX1980'SOUTHEAST OF A T FENCE CORNER POST AND 2.6 FEET NORTH OF A 4X4 INCH
 AX1980'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1973 ***********************************************************************
 AX1973  DESIGNATION -  Z 859
 AX1973  PID         -  AX1973
 AX1973  STATE/COUNTY-  TX/GONZALES
 AX1973  USGS QUAD   -  SAMPLE (1987)
 AX1973
 AX1973                         *CURRENT SURVEY CONTROL
 AX1973  ___________________________________________________________________
 AX1973* NAD 83(1986)-  29 10 08.     (N)    097 31 57.     (W)     SCALED    
 AX1973* NAVD 88     -       100.25   (+/-2cm)     328.9    (feet)  VERTCON   
 AX1973  ___________________________________________________________________
 AX1973  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AX1973
 AX1973  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1973
 AX1973.The horizontal coordinates were scaled from a topographic map and have
 AX1973.an estimated accuracy of +/- 6 seconds.
 AX1973
 AX1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1973.The vertical order pertains to the NGVD 29 superseded value.
 AX1973
 AX1973.The geoid height was determined by GEOID03.
 AX1973
 AX1973;                    North         East    Units  Estimated Accuracy
 AX1973;SPC TXSC     - 4,148,910.      742,740.      MT  (+/- 180 meters Scaled)
 AX1973
 AX1973                          SUPERSEDED SURVEY CONTROL
 AX1973
 AX1973  NGVD 29 (??/??/92)  100.235  (m)          328.85   (f) ADJ UNCH    2 0
 AX1973
 AX1973.Superseded values are not recommended for survey control.
 AX1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1973.See file dsdata.txt to determine how the superseded data were derived.
 AX1973
 AX1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT427275(NAD 83)
 AX1973_MARKER: DB = BENCH MARK DISK
 AX1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1973_STAMPING: Z 859 1943
 AX1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1973+STABILITY: SURFACE MOTION
 AX1973
 AX1973  HISTORY     - Date     Condition        Report By
 AX1973  HISTORY     - 1943     MONUMENTED       CGS
 AX1973
 AX1973                          STATION DESCRIPTION
 AX1973
 AX1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1973'5.0 MI NE FROM NOPAL.
 AX1973'TO REACH FROM THE POST OFFICE AT NOPAL, PROCEED 5.0 MILES
 AX1973'NORTHEASTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1973'0.1 MILE SOUTHWEST OF A 2.5 FOOT IRON PIPE CULVERT IN THE ROAD.  IT IS
 AX1973'22.2 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX1973'OF THE ROAD, 4.3 FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE
 AX1973'AND 2.4 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1973'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1401 ***********************************************************************
 BY1401  DESIGNATION -  Z 86
 BY1401  PID         -  BY1401
 BY1401  STATE/COUNTY-  TX/HOUSTON
 BY1401  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1401
 BY1401                         *CURRENT SURVEY CONTROL
 BY1401  ___________________________________________________________________
 BY1401* NAD 83(1986)-  31 05 24.     (N)    095 25 19.     (W)     SCALED    
 BY1401* NAVD 88     -        81.48   (+/-2cm)     267.3    (feet)  VERTCON   
 BY1401  ___________________________________________________________________
 BY1401  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BY1401
 BY1401  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1401
 BY1401.The horizontal coordinates were scaled from a topographic map and have
 BY1401.an estimated accuracy of +/- 6 seconds.
 BY1401
 BY1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1401.The vertical order pertains to the NGVD 29 superseded value.
 BY1401
 BY1401.The geoid height was determined by GEOID03.
 BY1401
 BY1401;                    North         East    Units  Estimated Accuracy
 BY1401;SPC TX C     - 3,168,130.    1,168,410.      MT  (+/- 180 meters Scaled)
 BY1401
 BY1401                          SUPERSEDED SURVEY CONTROL
 BY1401
 BY1401  NGVD 29 (??/??/92)   81.490  (m)          267.36   (f) ADJ UNCH    1 2
 BY1401
 BY1401.Superseded values are not recommended for survey control.
 BY1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1401.See file dsdata.txt to determine how the superseded data were derived.
 BY1401
 BY1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ689420(NAD 83)
 BY1401_MARKER: DB = BENCH MARK DISK
 BY1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1401_STAMPING: Z 86 1932 267.480
 BY1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1401+STABILITY: SURFACE MOTION
 BY1401
 BY1401  HISTORY     - Date     Condition        Report By
 BY1401  HISTORY     - 1932     MONUMENTED       CGS
 BY1401  HISTORY     - 1960     GOOD             NGS
 BY1401
 BY1401                          STATION DESCRIPTION
 BY1401
 BY1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1401'3.0 MI SE FROM LOVELADY.
 BY1401'ABOUT 3.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1401'STATION AT LOVELADY, NORTHEAST AND ACROSS THE TRACK FROM THE FIFTH
 BY1401'POLE SOUTHEAST OF MILEPOST 54, 39 FEET NORTHEAST OF THE NORTHEAST
 BY1401'RAIL, 45 1/2 FEET NORTH OF A TELEPHONE POLE, 10 FEET SOUTHWEST OF A
 BY1401'FENCE, 6 1/2 FEET NORTHEAST OF A ROW OF TELEPHONE POLES, ABOUT LEVEL
 BY1401'WITH THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1409 ***********************************************************************
 AN1409  DESIGNATION -  Z 860
 AN1409  PID         -  AN1409
 AN1409  STATE/COUNTY-  TX/BEE
 AN1409  USGS QUAD   -  BLANCONIA (1979)
 AN1409
 AN1409                         *CURRENT SURVEY CONTROL
 AN1409  ___________________________________________________________________
 AN1409* NAD 83(1986)-  28 23 55.     (N)    097 24 43.     (W)     SCALED    
 AN1409* NAVD 88     -        26.30   (+/-2cm)      86.3    (feet)  VERTCON   
 AN1409  ___________________________________________________________________
 AN1409  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1409
 AN1409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1409
 AN1409.The horizontal coordinates were scaled from a topographic map and have
 AN1409.an estimated accuracy of +/- 6 seconds.
 AN1409
 AN1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1409.The vertical order pertains to the NGVD 29 superseded value.
 AN1409
 AN1409.The geoid height was determined by GEOID03.
 AN1409
 AN1409;                    North         East    Units  Estimated Accuracy
 AN1409;SPC TXSC     - 4,063,710.      755,620.      MT  (+/- 180 meters Scaled)
 AN1409
 AN1409                          SUPERSEDED SURVEY CONTROL
 AN1409
 AN1409  NGVD 29 (??/??/92)   26.397  (m)           86.60   (f) ADJ UNCH    2 0
 AN1409
 AN1409.Superseded values are not recommended for survey control.
 AN1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1409.See file dsdata.txt to determine how the superseded data were derived.
 AN1409
 AN1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS555423(NAD 83)
 AN1409_MARKER: DB = BENCH MARK DISK
 AN1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1409_STAMPING: Z 860 1943
 AN1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1409+STABILITY: SURFACE MOTION
 AN1409
 AN1409  HISTORY     - Date     Condition        Report By
 AN1409  HISTORY     - 1943     MONUMENTED       CGS
 AN1409  HISTORY     - 19960727 GOOD             USPSQD
 AN1409
 AN1409                          STATION DESCRIPTION
 AN1409
 AN1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1409'IN BLANCONIA.
 AN1409'AT BLANCONIA, BEE COUNTY, AT THE CATHOLIC CHURCH, 35.7 FEET NORTHWEST
 AN1409'OF THE NORTHWEST CORNER OF THE CHURCH, 27.8 FEET NORTH OF THE NORTH
 AN1409'GATEPOST OF THE CHURCH ENTRANCE, AT THE NORTHWEST CORNER OF THE
 AN1409'CHURCHYARD, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 AN1409'NORTHWEST OF A FENCE CORNER, AND 1.7 FEET SOUTH OF A WHITE WOODEN
 AN1409'WITNESS POST.  A STANDARD DISK, STAMPED Z 860 1943 AND SET IN THE TOP
 AN1409'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1409
 AN1409                          STATION RECOVERY (1996)
 AN1409
 AN1409'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0929 ***********************************************************************
 AN0929  DESIGNATION -  Z 861 RESET 1969
 AN0929  PID         -  AN0929
 AN0929  STATE/COUNTY-  TX/GOLIAD
 AN0929  USGS QUAD   -  LIVE OAK LAKE (1987)
 AN0929
 AN0929                         *CURRENT SURVEY CONTROL
 AN0929  ___________________________________________________________________
 AN0929* NAD 83(1986)-  28 36 59.     (N)    097 19 38.     (W)     SCALED    
 AN0929* NAVD 88     -        43.04   (+/-2cm)     141.2    (feet)  VERTCON   
 AN0929  ___________________________________________________________________
 AN0929  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0929
 AN0929  VERT ORDER  -  THIRD (See Below)
 AN0929
 AN0929.The horizontal coordinates were scaled from a topographic map and have
 AN0929.an estimated accuracy of +/- 6 seconds.
 AN0929
 AN0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0929.The vertical order pertains to the NGVD 29 superseded value.
 AN0929
 AN0929.The geoid height was determined by GEOID03.
 AN0929
 AN0929;                    North         East    Units  Estimated Accuracy
 AN0929;SPC TXSC     - 4,087,960.      763,580.      MT  (+/- 180 meters Scaled)
 AN0929
 AN0929                          SUPERSEDED SURVEY CONTROL
 AN0929
 AN0929  NGVD 29 (01/29/03)   43.12   (m)          141.5    (f) RESET       3  
 AN0929
 AN0929.Superseded values are not recommended for survey control.
 AN0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0929.See file dsdata.txt to determine how the superseded data were derived.
 AN0929
 AN0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS635666(NAD 83)
 AN0929_MARKER: DB = BENCH MARK DISK
 AN0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0929_STAMPING: Z 861 RESET 1969
 AN0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0929+STABILITY: SURFACE MOTION
 AN0929
 AN0929  HISTORY     - Date     Condition        Report By
 AN0929  HISTORY     - 1969     MONUMENTED       CGS
 AN0929  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0929
 AN0929                          STATION DESCRIPTION
 AN0929
 AN0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AN0929'6.2 MI SE FROM GOLIAD.
 AN0929'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF
 AN0929'U.S. HIGHWAYS 183, ALT. 77 AND 59 IN GOLIAD, THENCE 3.65 MILES EAST
 AN0929'ALONG STATE HIGHWAY 239 TO SITE OF BENCH MARK, 60.5 FEET SOUTH OF
 AN0929'CENTER LINE OF HIGHWAY, 1.0 FOOT NORTH OF A TRIPLE-BRACED FENCE POST,
 AN0929'1.5 FEET NORTH OF A METAL WITNESS POST AND AT TEXAS HIGHWAY DEPARTMENT
 AN0929'STATION 194 + 79.  A C AND GS BENCH MARK DISK SET IN A 10 X 10 INCH
 AN0929'CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 AN0929
 AN0929                          STATION RECOVERY (1990)
 AN0929
 AN0929'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1512 ***********************************************************************
 AN1512  DESIGNATION -  Z 863
 AN1512  PID         -  AN1512
 AN1512  STATE/COUNTY-  TX/SAN PATRICIO
 AN1512  USGS QUAD   -  SINTON WEST (1979)
 AN1512
 AN1512                         *CURRENT SURVEY CONTROL
 AN1512  ___________________________________________________________________
 AN1512* NAD 83(1986)-  28 02 47.     (N)    097 31 02.     (W)     SCALED    
 AN1512* NAVD 88     -        13.83   (+/-2cm)      45.4    (feet)  VERTCON   
 AN1512  ___________________________________________________________________
 AN1512  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1512
 AN1512  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1512
 AN1512.The horizontal coordinates were scaled from a topographic map and have
 AN1512.an estimated accuracy of +/- 6 seconds.
 AN1512
 AN1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1512.The vertical order pertains to the NGVD 29 superseded value.
 AN1512
 AN1512.The geoid height was determined by GEOID03.
 AN1512
 AN1512;                    North         East    Units  Estimated Accuracy
 AN1512;SPC TX S     - 5,264,050.      396,630.      MT  (+/- 180 meters Scaled)
 AN1512
 AN1512                          SUPERSEDED SURVEY CONTROL
 AN1512
 AN1512  NGVD 29 (??/??/92)   13.99   (m)           45.9    (f) COMPUTED    1 2
 AN1512
 AN1512.Superseded values are not recommended for survey control.
 AN1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1512.See file dsdata.txt to determine how the superseded data were derived.
 AN1512
 AN1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS457032(NAD 83)
 AN1512_MARKER: DB = BENCH MARK DISK
 AN1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1512_STAMPING: Z-863 1943
 AN1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1512+STABILITY: SURFACE MOTION
 AN1512
 AN1512  HISTORY     - Date     Condition        Report By
 AN1512  HISTORY     - 1943     MONUMENTED       CGS
 AN1512  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1512  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1512  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1512
 AN1512                          STATION DESCRIPTION
 AN1512
 AN1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1512'0.7 MI NW FROM SINTON.
 AN1512'0.7 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1512'STATION AT SINTON, SET ON THE SOUTHWEST SIDE OF THE TRACK FROM THE
 AN1512'5TH. POLE NORTHWEST OF MILEPOST NO. 122, 42 FEET NORTHEAST OF THE
 AN1512'CENTER-LINE OF US HIGHWAY NO. 181, 35.3 FEET SOUTHWEST OF THE
 AN1512'SOUTHWEST RAIL OF THE TRACK, 3.3 FEET EAST OF POLE NO. 1815, 1.8 FEET
 AN1512'NORTHWEST OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE
 AN1512'POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 AN1512
 AN1512                          STATION RECOVERY (1974)
 AN1512
 AN1512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1512'MARK NOT FOUND.
 AN1512
 AN1512                          STATION RECOVERY (1981)
 AN1512
 AN1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1512'SEARCHED FOR, NOT RECOVERED.
 AN1512
 AN1512                          STATION RECOVERY (1996)
 AN1512
 AN1512'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1444 ***********************************************************************
 AN1444  DESIGNATION -  Z 864
 AN1444  PID         -  AN1444
 AN1444  STATE/COUNTY-  TX/REFUGIO
 AN1444  USGS QUAD   -  WOODSBORO (1978)
 AN1444
 AN1444                         *CURRENT SURVEY CONTROL
 AN1444  ___________________________________________________________________
 AN1444* NAD 83(1986)-  28 14 51.     (N)    097 20 03.     (W)     SCALED    
 AN1444* NAVD 88     -        15.60   (+/-2cm)      51.2    (feet)  VERTCON   
 AN1444  ___________________________________________________________________
 AN1444  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1444
 AN1444  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1444
 AN1444.The horizontal coordinates were scaled from a topographic map and have
 AN1444.an estimated accuracy of +/- 6 seconds.
 AN1444
 AN1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1444.The vertical order pertains to the NGVD 29 superseded value.
 AN1444
 AN1444.The geoid height was determined by GEOID03.
 AN1444
 AN1444;                    North         East    Units  Estimated Accuracy
 AN1444;SPC TXSC     - 4,047,070.      763,480.      MT  (+/- 180 meters Scaled)
 AN1444
 AN1444                          SUPERSEDED SURVEY CONTROL
 AN1444
 AN1444  NGVD 29 (??/??/92)   15.76   (m)           51.7    (f) COMPUTED    1 2
 AN1444
 AN1444.Superseded values are not recommended for survey control.
 AN1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1444.See file dsdata.txt to determine how the superseded data were derived.
 AN1444
 AN1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS634257(NAD 83)
 AN1444_MARKER: DB = BENCH MARK DISK
 AN1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1444_STAMPING: Z 864 1943
 AN1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1444+STABILITY: SURFACE MOTION
 AN1444
 AN1444  HISTORY     - Date     Condition        Report By
 AN1444  HISTORY     - 1943     MONUMENTED       CGS
 AN1444  HISTORY     - 1978     POOR             NGS
 AN1444  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1444
 AN1444                          STATION DESCRIPTION
 AN1444
 AN1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1444'0.7 MI NW FROM WOODSBORO.
 AN1444'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE MISSOURI PACIFIC
 AN1444'RAILROAD STATION AT WOODSBORO, REFUGIO COUNTY, THENCE 0.4 MILE
 AN1444'NORTHWEST ALONG A COUNTY ROAD.  0.1 MILE NORTHWEST OF A ROAD
 AN1444'INTERSECTION, 52 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 AN1444'SOUTHWEST OF A FENCE, AND 1.7 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 AN1444'POST.  A STANDARD DISK, STAMPED Z 864 1943 AND SET IN THE TOP OF A
 AN1444'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1444
 AN1444                          STATION RECOVERY (1978)
 AN1444
 AN1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1444'MARK RECOVERED IN POOR CONDITION.
 AN1444
 AN1444                          STATION RECOVERY (1999)
 AN1444
 AN1444'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4759 ***********************************************************************
 AW4759  DESIGNATION -  Z 865
 AW4759  PID         -  AW4759
 AW4759  STATE/COUNTY-  TX/FORT BEND
 AW4759  USGS QUAD   -  RICHMOND (1980)
 AW4759
 AW4759                         *CURRENT SURVEY CONTROL
 AW4759  ___________________________________________________________________
 AW4759* NAD 83(1986)-  29 34 19.     (N)    095 46 01.     (W)     SCALED    
 AW4759* NAVD 88     -        29.30   (+/-2cm)      96.1    (feet)  VERTCON   
 AW4759  ___________________________________________________________________
 AW4759  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4759
 AW4759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4759
 AW4759.The horizontal coordinates were scaled from a topographic map and have
 AW4759.an estimated accuracy of +/- 6 seconds.
 AW4759
 AW4759.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4759.The vertical order pertains to the NGVD 29 superseded value.
 AW4759
 AW4759.The geoid height was determined by GEOID03.
 AW4759
 AW4759;                    North         East    Units  Estimated Accuracy
 AW4759;SPC TXSC     - 4,197,010.      913,200.      MT  (+/- 180 meters Scaled)
 AW4759
 AW4759                          SUPERSEDED SURVEY CONTROL
 AW4759
 AW4759  NGVD 29 (??/??/92)   29.292  (m)           96.10   (f) ADJ UNCH    2 0
 AW4759
 AW4759.Superseded values are not recommended for survey control.
 AW4759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4759.See file dsdata.txt to determine how the superseded data were derived.
 AW4759
 AW4759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN319745(NAD 83)
 AW4759_MARKER: DB = BENCH MARK DISK
 AW4759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4759_STAMPING: Z 865 1943
 AW4759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4759+STABILITY: SURFACE MOTION
 AW4759
 AW4759  HISTORY     - Date     Condition        Report By
 AW4759  HISTORY     - 1943     MONUMENTED       CGS
 AW4759  HISTORY     - 1958     GOOD             CGS
 AW4759  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4759  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4759  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4759
 AW4759                          STATION DESCRIPTION
 AW4759
 AW4759'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4759'0.3 MI SE FROM RICHMOND.
 AW4759'0.3 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AW4759'THE STATION AT RICHMOND, FORT BEND COUNTY, 68 FEET SOUTHEAST OF THE
 AW4759'THIRD POLE NORTHWEST OF MILE POLE 63, 47.3 FEET SOUTHWEST OF THE
 AW4759'SOUTHWEST RAIL, 1.4 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 1.8 FEET
 AW4759'SOUTHEAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 AW4759'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AW4759
 AW4759                          STATION RECOVERY (1958)
 AW4759
 AW4759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 AW4759'RECOVERED IN GOOD CONDITION.
 AW4759
 AW4759                          STATION RECOVERY (1990)
 AW4759
 AW4759'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW4759'MARK NOT FOUND.
 AW4759
 AW4759                          STATION RECOVERY (1993)
 AW4759
 AW4759'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4759'MARK NOT FOUND.
 AW4759
 AW4759                          STATION RECOVERY (1999)
 AW4759
 AW4759'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1670 ***********************************************************************
 AX1670  DESIGNATION -  Z 866
 AX1670  PID         -  AX1670
 AX1670  STATE/COUNTY-  TX/DE WITT
 AX1670  USGS QUAD   -  YOAKUM (1987)
 AX1670
 AX1670                         *CURRENT SURVEY CONTROL
 AX1670  ___________________________________________________________________
 AX1670* NAD 83(1986)-  29 17 11.     (N)    097 08 45.     (W)     SCALED    
 AX1670* NAVD 88     -        98.81   (+/-2cm)     324.2    (feet)  VERTCON   
 AX1670  ___________________________________________________________________
 AX1670  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1670
 AX1670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1670
 AX1670.The horizontal coordinates were scaled from a topographic map and have
 AX1670.an estimated accuracy of +/- 6 seconds.
 AX1670
 AX1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1670.The vertical order pertains to the NGVD 29 superseded value.
 AX1670
 AX1670.The geoid height was determined by GEOID03.
 AX1670
 AX1670;                    North         East    Units  Estimated Accuracy
 AX1670;SPC TXSC     - 4,162,470.      780,140.      MT  (+/- 180 meters Scaled)
 AX1670
 AX1670                          SUPERSEDED SURVEY CONTROL
 AX1670
 AX1670  NGVD 29 (??/??/92)   98.802  (m)          324.15   (f) ADJ UNCH    2 0
 AX1670
 AX1670.Superseded values are not recommended for survey control.
 AX1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1670.See file dsdata.txt to determine how the superseded data were derived.
 AX1670
 AX1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT801411(NAD 83)
 AX1670_MARKER: DB = BENCH MARK DISK
 AX1670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1670_SP_SET: STEPS
 AX1670_STAMPING: Z 866 1943
 AX1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1670
 AX1670  HISTORY     - Date     Condition        Report By
 AX1670  HISTORY     - 1943     MONUMENTED       CGS
 AX1670  HISTORY     - 1972     GOOD             NGS
 AX1670  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1670
 AX1670                          STATION DESCRIPTION
 AX1670
 AX1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1670'IN YOAKUM.
 AX1670'BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF THE THIRD STEP OF
 AX1670'THE EAST ENTRANCE OF THE YOAKUM GRADE SCHOOL.  IT IS ABOUT 0.6 MILE
 AX1670'SOUTHEAST OF THE POST OFFICE AT YOAKUM (LAVACA COUNTY), 6.0 FEET SOUTH
 AX1670'OF THE CENTERLINE OF DOOR, AND 0.5 FOOT EAST OF THE EAST END OF THE
 AX1670'SOUTH PARAPET OF THE CONCRETE STEPS, ABOUT 1.5 FOOT ABOVE THE
 AX1670'SIDEWALK.
 AX1670
 AX1670                          STATION RECOVERY (1972)
 AX1670
 AX1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX1670'RECOVERED IN GOOD CONDITION.
 AX1670
 AX1670                          STATION RECOVERY (2003)
 AX1670
 AX1670'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX1670'SCHOOL RENOVATIONS ELIMINATED STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1671 ***********************************************************************
 AX1671  DESIGNATION -  Z 866 RESET 1972
 AX1671  PID         -  AX1671
 AX1671  STATE/COUNTY-  TX/LAVACA
 AX1671  USGS QUAD   -  YOAKUM (1987)
 AX1671
 AX1671                         *CURRENT SURVEY CONTROL
 AX1671  ___________________________________________________________________
 AX1671* NAD 83(1986)-  29 17 11.     (N)    097 08 45.     (W)     SCALED    
 AX1671* NAVD 88     -        99.48   (+/-2cm)     326.4    (feet)  VERTCON   
 AX1671  ___________________________________________________________________
 AX1671  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1671
 AX1671  VERT ORDER  -  THIRD (See Below)
 AX1671
 AX1671.The horizontal coordinates were scaled from a topographic map and have
 AX1671.an estimated accuracy of +/- 6 seconds.
 AX1671
 AX1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1671.The vertical order pertains to the NGVD 29 superseded value.
 AX1671
 AX1671.The geoid height was determined by GEOID03.
 AX1671
 AX1671;                    North         East    Units  Estimated Accuracy
 AX1671;SPC TXSC     - 4,162,470.      780,140.      MT  (+/- 180 meters Scaled)
 AX1671
 AX1671                          SUPERSEDED SURVEY CONTROL
 AX1671
 AX1671  NGVD 29 (01/29/03)   99.48   (m)          326.4    (f) RESET       3  
 AX1671
 AX1671.Superseded values are not recommended for survey control.
 AX1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1671.See file dsdata.txt to determine how the superseded data were derived.
 AX1671
 AX1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT801411(NAD 83)
 AX1671_MARKER: DB = BENCH MARK DISK
 AX1671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1671_SP_SET: FLAG POLE BASE
 AX1671_STAMPING: Z 866 RESET 1972
 AX1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1671
 AX1671  HISTORY     - Date     Condition        Report By
 AX1671  HISTORY     - 1972     MONUMENTED       NGS
 AX1671  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1671
 AX1671                          STATION DESCRIPTION
 AX1671
 AX1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1671'IN YOAKUM.
 AX1671'MARK IS LOCATED IN YOAKUM, AT THE EAST SIDE ELEMENTERY SCHOOL, WHICH
 AX1671'IS LOCATED AT E. MORRIS ST. AND SIMPSON ST.  A STANDARD BENCH MARK
 AX1671'DISK, SET IN A DRILL HOLE OF A 6 X 6 FT. CONCRETE BASE OF FLAG-POLE IN
 AX1671'SCHOOL GROUNDS.  IT IS 111 FEET NORTH OF THE NORTHEAST CORNER OF THE
 AX1671'EAST SIDE ELEMENTARY SCHOOL BUILDING, 50 FEET WEST OF THE CENTER-LINE
 AX1671'OF SIMPSON ST., 151 FEET SOUTH OF THE CENTER-LINE OF HUGO ST., 33 FEET
 AX1671'NORTH OF THE CENTER OF SIDEWALK AND 2 FEET SOUTHEAST OF THE NORTHWEST
 AX1671'CORNER OF THE CONCRETE BASE OF FLAG-POLE.
 AX1671
 AX1671                          STATION RECOVERY (2003)
 AX1671
 AX1671'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX1671'PARKING LOT REVISIONS RELOCATED FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0839 ***********************************************************************
 AX0839  DESIGNATION -  Z 867
 AX0839  PID         -  AX0839
 AX0839  STATE/COUNTY-  TX/LAVACA
 AX0839  USGS QUAD   -  HOPE (1981)
 AX0839
 AX0839                         *CURRENT SURVEY CONTROL
 AX0839  ___________________________________________________________________
 AX0839* NAD 83(1986)-  29 09 54.     (N)    096 59 07.     (W)     SCALED    
 AX0839* NAVD 88     -        54.26   (+/-2cm)     178.0    (feet)  VERTCON   
 AX0839  ___________________________________________________________________
 AX0839  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0839
 AX0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0839
 AX0839.The horizontal coordinates were scaled from a topographic map and have
 AX0839.an estimated accuracy of +/- 6 seconds.
 AX0839
 AX0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0839.The vertical order pertains to the NGVD 29 superseded value.
 AX0839
 AX0839.The geoid height was determined by GEOID03.
 AX0839
 AX0839;                    North         East    Units  Estimated Accuracy
 AX0839;SPC TXSC     - 4,149,270.      795,960.      MT  (+/- 180 meters Scaled)
 AX0839
 AX0839                          SUPERSEDED SURVEY CONTROL
 AX0839
 AX0839  NGVD 29 (??/??/92)   54.275  (m)          178.07   (f) ADJ UNCH    2 0
 AX0839
 AX0839.Superseded values are not recommended for survey control.
 AX0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0839.See file dsdata.txt to determine how the superseded data were derived.
 AX0839
 AX0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT959279(NAD 83)
 AX0839_MARKER: DB = BENCH MARK DISK
 AX0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0839_STAMPING: Z 867 1943
 AX0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0839+STABILITY: SURFACE MOTION
 AX0839
 AX0839  HISTORY     - Date     Condition        Report By
 AX0839  HISTORY     - 1943     MONUMENTED       CGS
 AX0839  HISTORY     - 1966     GOOD             USGS
 AX0839  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0839
 AX0839                          STATION DESCRIPTION
 AX0839
 AX0839'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0839'0.9 MI SW FROM HOPE.
 AX0839'0.9 MI. SW ALONG ROADS FROM THE BAPTIST CHURCH AT HOPE, LAVACA CO. TO
 AX0839'STATE HWY. 111.  THENCE 1.5 MI. SE ALONG STATE HWY. 111 TO U.S. 77.
 AX0839'THENCE SOUTH 2.0 MI. ALONG U.S. 77 TO ROAD TO SE.  THENCE 0.15 SE
 AX0839'ALONG ROAD TO BEND IN ROAD NE, 100 FT. SW OF ROAD BEND 16.3 FT. N OF
 AX0839'FENCE CORNER 3 FT. W. OF THE FENCE, 3.8 FT SW OF A WHITE WOODEN
 AX0839'WITNESS POST, A STANDARD DISK STAMPED Z 867 1943 AND SET IN THE TOP OF
 AX0839'A CORNER POST PROJECTING 0.5 FT. ABOVE GROUND.
 AX0839
 AX0839                          STATION RECOVERY (1997)
 AX0839
 AX0839'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0777 ***********************************************************************
 AX0777  DESIGNATION -  Z 868
 AX0777  PID         -  AX0777
 AX0777  STATE/COUNTY-  TX/LAVACA
 AX0777  USGS QUAD   -  MORALES (1981)
 AX0777
 AX0777                         *CURRENT SURVEY CONTROL
 AX0777  ___________________________________________________________________
 AX0777* NAD 83(1986)-  29 12 18.     (N)    096 49 25.     (W)     SCALED    
 AX0777* NAVD 88     -        45.12   (+/-2cm)     148.0    (feet)  VERTCON   
 AX0777  ___________________________________________________________________
 AX0777  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0777
 AX0777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0777
 AX0777.The horizontal coordinates were scaled from a topographic map and have
 AX0777.an estimated accuracy of +/- 6 seconds.
 AX0777
 AX0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0777.The vertical order pertains to the NGVD 29 superseded value.
 AX0777
 AX0777.The geoid height was determined by GEOID03.
 AX0777
 AX0777;                    North         East    Units  Estimated Accuracy
 AX0777;SPC TXSC     - 4,153,990.      811,610.      MT  (+/- 180 meters Scaled)
 AX0777
 AX0777                          SUPERSEDED SURVEY CONTROL
 AX0777
 AX0777  NGVD 29 (??/??/92)   45.150  (m)          148.13   (f) ADJ UNCH    2 0
 AX0777
 AX0777.Superseded values are not recommended for survey control.
 AX0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0777.See file dsdata.txt to determine how the superseded data were derived.
 AX0777
 AX0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT115326(NAD 83)
 AX0777_MARKER: DB = BENCH MARK DISK
 AX0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0777_STAMPING: Z 868 1943
 AX0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0777+STABILITY: SURFACE MOTION
 AX0777
 AX0777  HISTORY     - Date     Condition        Report By
 AX0777  HISTORY     - 1943     MONUMENTED       CGS
 AX0777  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX0777
 AX0777                          STATION DESCRIPTION
 AX0777
 AX0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0777'8.05 MI SE FROM EZZELL.
 AX0777'TO REACH FROM THE SCHOOL AT EZZELL-- PROCEED 7.05 MILES SOUTHEASTERLY
 AX0777'ALONG A DIRT ROAD TO A TRACK ROAD INTERSECTION LEADING EAST, THENCE
 AX0777'1.0 MILE EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE
 AX0777'EAST OF A WIRE GATE, AND A PRIVATE ROAD INTERSECTION LEADING NORTH,
 AX0777'AND 12.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX0777'OF ROAD.  IT IS 9.2 FEET WEST-SOUTHWEST OF THE NEAREST OF TWO 20-INCH
 AX0777'OAK TREES ABOUT 15.0 FEET APART, AND 3.0 FEET EAST OF A 4X4-INCH
 AX0777'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.  STAMPED Z 868 1943.
 AX0777
 AX0777                          STATION RECOVERY (1964)
 AX0777
 AX0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0876 ***********************************************************************
 AX0876  DESIGNATION -  Z 869
 AX0876  PID         -  AX0876
 AX0876  STATE/COUNTY-  TX/LAVACA
 AX0876  USGS QUAD   -  PECK BRANCH (1981)
 AX0876
 AX0876                         *CURRENT SURVEY CONTROL
 AX0876  ___________________________________________________________________
 AX0876* NAD 83(1986)-  29 05 37.     (N)    096 56 45.     (W)     SCALED    
 AX0876* NAVD 88     -        49.10   (+/-2cm)     161.1    (feet)  VERTCON   
 AX0876  ___________________________________________________________________
 AX0876  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0876
 AX0876  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0876
 AX0876.The horizontal coordinates were scaled from a topographic map and have
 AX0876.an estimated accuracy of +/- 6 seconds.
 AX0876
 AX0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0876.The vertical order pertains to the NGVD 29 superseded value.
 AX0876
 AX0876.The geoid height was determined by GEOID03.
 AX0876
 AX0876;                    North         East    Units  Estimated Accuracy
 AX0876;SPC TXSC     - 4,141,430.      799,940.      MT  (+/- 180 meters Scaled)
 AX0876
 AX0876                          SUPERSEDED SURVEY CONTROL
 AX0876
 AX0876  NGVD 29 (??/??/92)   49.134  (m)          161.20   (f) ADJ UNCH    2 0
 AX0876
 AX0876.Superseded values are not recommended for survey control.
 AX0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0876.See file dsdata.txt to determine how the superseded data were derived.
 AX0876
 AX0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT999201(NAD 83)
 AX0876_MARKER: DB = BENCH MARK DISK
 AX0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0876_STAMPING: Z 869 1943
 AX0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0876+STABILITY: SURFACE MOTION
 AX0876
 AX0876  HISTORY     - Date     Condition        Report By
 AX0876  HISTORY     - 1943     MONUMENTED       CGS
 AX0876
 AX0876                          STATION DESCRIPTION
 AX0876
 AX0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0876'11.4 MI S FROM HOPE.
 AX0876'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 10.35 MILES
 AX0876'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO A SIDE ROAD INTERSECTION
 AX0876'LEADING SOUTHEAST, THENCE 1.05 MILES SOUTHEASTERLY TO SITE OF BENCH
 AX0876'MARK.  BENCH MARK IS ON THE OUTSIDE OF A RIGHT ANGLE CURVE, ABOUT
 AX0876'425.0 FEET NORTHWEST OF A WOODEN GATE AND A PRIVATE ROAD LEADING EAST,
 AX0876'AND 29.2 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0876'CENTERLINE OF ROAD.  IT IS 4.5 FEET NORTHEAST OF A FENCE CORNER, 1.0
 AX0876'FOOT NORTHWEST OF A FENCE, AND 5.0 FEET EAST OF A 4X4-INCH WOODEN
 AX0876'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0781 ***********************************************************************
 AN0781  DESIGNATION -  Z 870
 AN0781  PID         -  AN0781
 AN0781  STATE/COUNTY-  TX/VICTORIA
 AN0781  USGS QUAD   -  INEZ NW (1995)
 AN0781
 AN0781                         *CURRENT SURVEY CONTROL
 AN0781  ___________________________________________________________________
 AN0781* NAD 83(1986)-  28 52 31.     (N)    096 57 46.     (W)     SCALED    
 AN0781* NAVD 88     -        35.89   (+/-2cm)     117.7    (feet)  VERTCON   
 AN0781  ___________________________________________________________________
 AN0781  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0781
 AN0781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0781
 AN0781.The horizontal coordinates were scaled from a topographic map and have
 AN0781.an estimated accuracy of +/- 6 seconds.
 AN0781
 AN0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0781.The vertical order pertains to the NGVD 29 superseded value.
 AN0781
 AN0781.The geoid height was determined by GEOID03.
 AN0781
 AN0781;                    North         East    Units  Estimated Accuracy
 AN0781;SPC TXSC     - 4,117,210.      798,710.      MT  (+/- 180 meters Scaled)
 AN0781
 AN0781                          SUPERSEDED SURVEY CONTROL
 AN0781
 AN0781  NGVD 29 (??/??/92)   35.960  (m)          117.98   (f) ADJ UNCH    2 0
 AN0781
 AN0781.Superseded values are not recommended for survey control.
 AN0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0781.See file dsdata.txt to determine how the superseded data were derived.
 AN0781
 AN0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS986958(NAD 83)
 AN0781_MARKER: DB = BENCH MARK DISK
 AN0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0781_STAMPING: Z 870 1943
 AN0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0781+STABILITY: SURFACE MOTION
 AN0781
 AN0781  HISTORY     - Date     Condition        Report By
 AN0781  HISTORY     - 1943     MONUMENTED       CGS
 AN0781
 AN0781                          STATION DESCRIPTION
 AN0781
 AN0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0781'5.8 MI NE FROM VICTORIA.
 AN0781'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 295 AND U. S.
 AN0781'HIGHWAY NO. 59 AT VICTORIA-- PROCEED 2.75 MILES NORTHERLY ALONG STATE
 AN0781'HIGHWAY NO. 295 TO A DIRT SIDE ROAD INTERSECTION LEADING NORTHEAST,
 AN0781'THENCE 3.05 MILES NORTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AN0781'ON THE OUTSIDE OF A RIGHT-ANGLE CURVE, 52.0 FEET EAST OF AND ABOUT THE
 AN0781'SAME ELEVATION AS THE CENTERLINE OF ROAD, AND 19.0 FEET NORTHEAST OF
 AN0781'THE CENTERLINE OF A WOODEN GATE.  IT IS 16.0 FEET SOUTHWEST OF A FENCE
 AN0781'CORNER, 1.2 FEET NORTHWEST OF A FENCE, AND 3.0 FEET NORTHEAST OF A
 AN0781'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0760 ***********************************************************************
 AB0760  DESIGNATION -  Z 871
 AB0760  PID         -  AB0760
 AB0760  STATE/COUNTY-  TX/CAMERON
 AB0760  USGS QUAD   -  HARLINGEN (1983)
 AB0760
 AB0760                         *CURRENT SURVEY CONTROL
 AB0760  ___________________________________________________________________
 AB0760* NAD 83(1986)-  26 11 28.     (N)    097 42 12.     (W)     SCALED    
 AB0760* NAVD 88     -        13.902  (meters)      45.61   (feet)  ADJUSTED  
 AB0760  ___________________________________________________________________
 AB0760  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AB0760  DYNAMIC HT  -          13.880 (meters)      45.54  (feet)  COMP
 AB0760  MODELED GRAV-     979,033.7   (mgal)                       NAVD 88
 AB0760
 AB0760  VERT ORDER  -  FIRST     CLASS II
 AB0760
 AB0760.The horizontal coordinates were scaled from a topographic map and have
 AB0760.an estimated accuracy of +/- 6 seconds.
 AB0760
 AB0760.The orthometric height was determined by differential leveling
 AB0760.and adjusted by the National Geodetic Survey in June 1991..
 AB0760.WARNING-Repeat measurements at this control monument indicate possible
 AB0760.vertical movement.
 AB0760
 AB0760.The geoid height was determined by GEOID03.
 AB0760
 AB0760.The dynamic height is computed by dividing the NAVD 88
 AB0760.geopotential number by the normal gravity value computed on the
 AB0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0760.degrees latitude (g = 980.6199 gals.).
 AB0760
 AB0760.The modeled gravity was interpolated from observed gravity values.
 AB0760
 AB0760;                    North         East    Units  Estimated Accuracy
 AB0760;SPC TX S     - 5,058,360.      379,630.      MT  (+/- 180 meters Scaled)
 AB0760
 AB0760                          SUPERSEDED SURVEY CONTROL
 AB0760
 AB0760.No superseded survey control is available for this station.
 AB0760
 AB0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP295974(NAD 83)
 AB0760_MARKER: DB = BENCH MARK DISK
 AB0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0760_SP_SET: WATER-TABLE
 AB0760_STAMPING: Z 871 1943
 AB0760_MARK LOGO: CGS   
 AB0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0760+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004
 AB0760
 AB0760  HISTORY     - Date     Condition        Report By
 AB0760  HISTORY     - 1943     MONUMENTED       CGS
 AB0760  HISTORY     - 1981     GOOD             NGS
 AB0760  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0760  HISTORY     - 1988     GOOD             USPSQD
 AB0760  HISTORY     - 19910416 GOOD             USPSQD
 AB0760  HISTORY     - 19930212 GOOD             USPSQD
 AB0760  HISTORY     - 20040120 GOOD             GEOCAC
 AB0760
 AB0760                          STATION DESCRIPTION
 AB0760
 AB0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0760'IN HARLINGEN.
 AB0760'BENCH MARK IS SET VERTICALLY IN THE CONCRETE WATER-TABLE OF THE
 AB0760'INTERNATIONAL BOUNDARY COMMISSION WAREHOUSE ON THE WEST SIDE OF G
 AB0760'STREET.  IT IS 63.0 FEET WEST OF THE CENTERLINE OF G STREET, 4.6 FEET
 AB0760'ABOVE THE GROUND AND 1.4 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 AB0760'BUILDING.  THE INTERNATIONAL BOUNDARY COMMISSION PROPERTY IS ABOUT 0.4
 AB0760'MILE WEST OF THE MISSOURI PACIFIC RAILROAD STATION AT HARLINGEN.
 AB0760
 AB0760                          STATION RECOVERY (1981)
 AB0760
 AB0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0760'IN HARLINGEN, AT THE GENERAL SERVICES ADMINISTRATION MOTOR POOL
 AB0760'COMPLEX AT THE INTERSECTION OF G STREET AND VAN BUREN AVENUE, SET
 AB0760'VERTICALLY IN THE EAST FACE OF A GARAGE, 7.9 METERS (26.0 FT) WEST OF
 AB0760'THE CENTER OF G STREET, 32.9 METERS (108 FT) SOUTH OF THE CENTER OF
 AB0760'VAN BUREN AVENUE, 0.43 METERS (1.4 FT) SOUTH OF THE NORTHEAST CORNER
 AB0760'OF THE BUILDING.
 AB0760'THE MARK IS 1.5 M ABOVE GROUND LEVEL.
 AB0760
 AB0760                          STATION RECOVERY (1987)
 AB0760
 AB0760'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0760'MARK NOT FOUND.
 AB0760
 AB0760                          STATION RECOVERY (1988)
 AB0760
 AB0760'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0760'RECOVERED IN GOOD CONDITION.
 AB0760
 AB0760                          STATION RECOVERY (1991)
 AB0760
 AB0760'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0760'RECOVERED IN GOOD CONDITION.
 AB0760
 AB0760                          STATION RECOVERY (1993)
 AB0760
 AB0760'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0760'RECOVERED IN GOOD CONDITION.
 AB0760
 AB0760                          STATION RECOVERY (2004)
 AB0760
 AB0760'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0760'NO LONGER KNOWN AS THE GENERAL SERVICES ADMINISTRATION MOTOR POOL
 AB0760'COMPLEX.  LOCATED AT 202 SOUTH G STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0399 ***********************************************************************
 AE0399  DESIGNATION -  Z 872
 AE0399  PID         -  AE0399
 AE0399  STATE/COUNTY-  TX/HIDALGO
 AE0399  USGS QUAD   -  LOS EBANOS (1965)
 AE0399
 AE0399                         *CURRENT SURVEY CONTROL
 AE0399  ___________________________________________________________________
 AE0399* NAD 83(1986)-  26 14 26.     (N)    098 30 02.     (W)     SCALED    
 AE0399* NAVD 88     -        39.187  (meters)     128.57   (feet)  ADJUSTED  
 AE0399  ___________________________________________________________________
 AE0399  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0399  DYNAMIC HT  -          39.122 (meters)     128.35  (feet)  COMP
 AE0399  MODELED GRAV-     978,987.4   (mgal)                       NAVD 88
 AE0399
 AE0399  VERT ORDER  -  FIRST     CLASS II
 AE0399
 AE0399.The horizontal coordinates were scaled from a topographic map and have
 AE0399.an estimated accuracy of +/- 6 seconds.
 AE0399
 AE0399.The orthometric height was determined by differential leveling
 AE0399.and adjusted by the National Geodetic Survey in June 1991..
 AE0399
 AE0399.The geoid height was determined by GEOID03.
 AE0399
 AE0399.The dynamic height is computed by dividing the NAVD 88
 AE0399.geopotential number by the normal gravity value computed on the
 AE0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0399.degrees latitude (g = 980.6199 gals.).
 AE0399
 AE0399.The modeled gravity was interpolated from observed gravity values.
 AE0399
 AE0399;                    North         East    Units  Estimated Accuracy
 AE0399;SPC TX S     - 5,063,580.      299,940.      MT  (+/- 180 meters Scaled)
 AE0399
 AE0399                          SUPERSEDED SURVEY CONTROL
 AE0399
 AE0399  NGVD 29 (??/??/92)   39.300  (m)          128.94   (f) ADJ UNCH    1 2
 AE0399
 AE0399.Superseded values are not recommended for survey control.
 AE0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0399.See file dsdata.txt to determine how the superseded data were derived.
 AE0399
 AE0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ498024(NAD 83)
 AE0399_MARKER: DB = BENCH MARK DISK
 AE0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0399_STAMPING: Z 872 1943
 AE0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0399+STABILITY: SURFACE MOTION
 AE0399
 AE0399  HISTORY     - Date     Condition        Report By
 AE0399  HISTORY     - 1943     MONUMENTED       CGS
 AE0399  HISTORY     - 1965     MARK NOT FOUND   NGS
 AE0399
 AE0399                          STATION DESCRIPTION
 AE0399
 AE0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0399'2.2 MI E FROM SAM FORDYCE.
 AE0399'BENCH MARK IS ABOUT 2.2 MILES EASTERLY ALONG THE MISSOURI PACIFIC
 AE0399'RAILROAD FROM THE STATION AT SAM FORDYCE, ABOUT 270.0 FEET WEST OF
 AE0399'MILE POLE NO. A-51, AND ABOUT 210.0 FEET EAST OF A PRIVATE GRADE
 AE0399'CROSSING.  IT IS 48.0 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD
 AE0399'PARALLELING THE RAILROAD, 36.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW
 AE0399'THE CENTERLINE OF THE TRACKS 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0399'POST AND IN LINE WITH TELEGRAPH LINE POLES.  THE MONUMENT PROJECTS
 AE0399'ABOUT 0.5, FOOT.
 AE0399
 AE0399                          STATION RECOVERY (1965)
 AE0399
 AE0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AE0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2002 ***********************************************************************
 AX2002  DESIGNATION -  Z 873
 AX2002  PID         -  AX2002
 AX2002  STATE/COUNTY-  TX/GONZALES
 AX2002  USGS QUAD   -  SMILEY (1987)
 AX2002
 AX2002                         *CURRENT SURVEY CONTROL
 AX2002  ___________________________________________________________________
 AX2002* NAD 83(1986)-  29 16 32.     (N)    097 43 49.     (W)     SCALED    
 AX2002* NAVD 88     -       111.43   (+/-2cm)     365.6    (feet)  VERTCON   
 AX2002  ___________________________________________________________________
 AX2002  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2002
 AX2002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2002
 AX2002.The horizontal coordinates were scaled from a topographic map and have
 AX2002.an estimated accuracy of +/- 6 seconds.
 AX2002
 AX2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2002.The vertical order pertains to the NGVD 29 superseded value.
 AX2002
 AX2002.The geoid height was determined by GEOID03.
 AX2002
 AX2002;                    North         East    Units  Estimated Accuracy
 AX2002;SPC TXSC     - 4,160,510.      723,370.      MT  (+/- 180 meters Scaled)
 AX2002
 AX2002                          SUPERSEDED SURVEY CONTROL
 AX2002
 AX2002  NGVD 29 (??/??/92)  111.398  (m)          365.48   (f) ADJ UNCH    2 0
 AX2002
 AX2002.Superseded values are not recommended for survey control.
 AX2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2002.See file dsdata.txt to determine how the superseded data were derived.
 AX2002
 AX2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT233391(NAD 83)
 AX2002_MARKER: DB = BENCH MARK DISK
 AX2002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2002_SP_SET: CULVERT
 AX2002_STAMPING: Z 873 1943
 AX2002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2002+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2002
 AX2002  HISTORY     - Date     Condition        Report By
 AX2002  HISTORY     - 1943     MONUMENTED       CGS
 AX2002  HISTORY     - 20030517 GOOD             USPSQD
 AX2002
 AX2002                          STATION DESCRIPTION
 AX2002
 AX2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2002'2.2 MI E FROM NIXON.
 AX2002'BENCH MARK IS ABOUT 2.2 MILES EASTERLY ALONG THE SOUTHERN PACIFIC (T.
 AX2002'AND N.O.) RAILROAD FROM THE STATION AT NIXON, ABOUT 0.4 MILE WEST OF
 AX2002'MILE POLE NO.87, AND ABOUT 50.0 FEET SOUTH OF AND ABOUT 6.0 FEET BELOW
 AX2002'THE CENTERLINE OF THE TRACKS.  IT IS 21.0 FEET NORTH OF THE CENTERLINE
 AX2002'OF U.S. HIGHWAY NO.87, AND SET HORIZONTALLY IN THE WEST END OF THE
 AX2002'NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 AX2002
 AX2002                          STATION RECOVERY (2003)
 AX2002
 AX2002'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1130 ***********************************************************************
 AN1130  DESIGNATION -  Z 874
 AN1130  PID         -  AN1130
 AN1130  STATE/COUNTY-  TX/GOLIAD
 AN1130  USGS QUAD   -  WEESATCHE (1987)
 AN1130
 AN1130                         *CURRENT SURVEY CONTROL
 AN1130  ___________________________________________________________________
 AN1130* NAD 83(1986)-  28 49 50.     (N)    097 25 47.     (W)     SCALED    
 AN1130* NAVD 88     -        82.37   (+/-2cm)     270.2    (feet)  VERTCON   
 AN1130  ___________________________________________________________________
 AN1130  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN1130
 AN1130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1130
 AN1130.The horizontal coordinates were scaled from a topographic map and have
 AN1130.an estimated accuracy of +/- 6 seconds.
 AN1130
 AN1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1130.The vertical order pertains to the NGVD 29 superseded value.
 AN1130
 AN1130.The geoid height was determined by GEOID03.
 AN1130
 AN1130;                    North         East    Units  Estimated Accuracy
 AN1130;SPC TXSC     - 4,111,550.      753,240.      MT  (+/- 180 meters Scaled)
 AN1130
 AN1130                          SUPERSEDED SURVEY CONTROL
 AN1130
 AN1130  NGVD 29 (??/??/92)   82.394  (m)          270.32   (f) ADJ UNCH    2 0
 AN1130
 AN1130.Superseded values are not recommended for survey control.
 AN1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1130.See file dsdata.txt to determine how the superseded data were derived.
 AN1130
 AN1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS532902(NAD 83)
 AN1130_MARKER: DB = BENCH MARK DISK
 AN1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1130_SP_SET: CULVERT
 AN1130_STAMPING: Z 874 1943
 AN1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1130
 AN1130  HISTORY     - Date     Condition        Report By
 AN1130  HISTORY     - 1943     MONUMENTED       CGS
 AN1130
 AN1130                          STATION DESCRIPTION
 AN1130
 AN1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1130'1.5 MI SE FROM WEESATCHE.
 AN1130'TO REACH FROM THE MAIN ROAD INTERSECTION AT WEESATCHE-- PROCEED 1.5
 AN1130'MILES SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK.
 AN1130'BENCH MARK IS 14.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AN1130'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE NORTHWEST END OF
 AN1130'THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1881 ***********************************************************************
 AX1881  DESIGNATION -  Z 876
 AX1881  PID         -  AX1881
 AX1881  STATE/COUNTY-  TX/WILSON
 AX1881  USGS QUAD   -  KOSCIUSKO (1987)
 AX1881
 AX1881                         *CURRENT SURVEY CONTROL
 AX1881  ___________________________________________________________________
 AX1881* NAD 83(1986)-  29 06 02.     (N)    097 56 25.     (W)     SCALED    
 AX1881* NAVD 88     -       115.29   (+/-2cm)     378.2    (feet)  VERTCON   
 AX1881  ___________________________________________________________________
 AX1881  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AX1881
 AX1881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1881
 AX1881.The horizontal coordinates were scaled from a topographic map and have
 AX1881.an estimated accuracy of +/- 6 seconds.
 AX1881
 AX1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1881.The vertical order pertains to the NGVD 29 superseded value.
 AX1881
 AX1881.The geoid height was determined by GEOID03.
 AX1881
 AX1881;                    North         East    Units  Estimated Accuracy
 AX1881;SPC TXSC     - 4,140,910.      703,140.      MT  (+/- 180 meters Scaled)
 AX1881
 AX1881                          SUPERSEDED SURVEY CONTROL
 AX1881
 AX1881  NGVD 29 (??/??/92)  115.239  (m)          378.08   (f) ADJ UNCH    2 0
 AX1881
 AX1881.Superseded values are not recommended for survey control.
 AX1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1881.See file dsdata.txt to determine how the superseded data were derived.
 AX1881
 AX1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT031195(NAD 83)
 AX1881_MARKER: DB = BENCH MARK DISK
 AX1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1881_SP_SET: CULVERT
 AX1881_STAMPING: Z 876 1943
 AX1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1881
 AX1881  HISTORY     - Date     Condition        Report By
 AX1881  HISTORY     - 1943     MONUMENTED       CGS
 AX1881
 AX1881                          STATION DESCRIPTION
 AX1881
 AX1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1881'6.25 MI N FROM CHESTOHOWA.
 AX1881'TO REACH FROM A 453.8 FOOT STEEL AND CONCRETE HIGHWAY BRIDGE OVER THE
 AX1881'CIBOLO CREEK AT CHESTOHOWA, PROCEED 6.25 MILES NORTHERLY ALONG STATE
 AX1881'HIGHWAY NO. 123 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH
 AX1881'MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST
 AX1881'HEADWALL OF A 2X20 FOOT FOUR WAY CONCRETE BOX CULVERT UNDER THE
 AX1881'HIGHWAY.  IT IS 21.8 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1881'CENTERLINE OF THE HIGHWAY.  NOTE-- THIS BENCH MARK IS ALSO 0.7 MILE
 AX1881'EAST ALONG SPUR HIGHWAY NO. 113 AND 0.7 MILE SOUTH ALONG STATE HIGHWAY
 AX1881'NO. 123 FROM THE CATHOLIC CHURCH AT KOSCIUSKO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1882 ***********************************************************************
 AX1882  DESIGNATION -  Z 876 RESET 1957
 AX1882  PID         -  AX1882
 AX1882  STATE/COUNTY-  TX/WILSON
 AX1882  USGS QUAD   -  KOSCIUSKO (1987)
 AX1882
 AX1882                         *CURRENT SURVEY CONTROL
 AX1882  ___________________________________________________________________
 AX1882* NAD 83(1986)-  29 06 01.     (N)    097 56 25.     (W)     SCALED    
 AX1882* NAVD 88     -       114.63   (+/-2cm)     376.1    (feet)  VERTCON   
 AX1882  ___________________________________________________________________
 AX1882  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AX1882
 AX1882  VERT ORDER  -  THIRD (See Below)
 AX1882
 AX1882.The horizontal coordinates were scaled from a topographic map and have
 AX1882.an estimated accuracy of +/- 6 seconds.
 AX1882
 AX1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1882.The vertical order pertains to the NGVD 29 superseded value.
 AX1882
 AX1882.The geoid height was determined by GEOID03.
 AX1882
 AX1882;                    North         East    Units  Estimated Accuracy
 AX1882;SPC TXSC     - 4,140,880.      703,140.      MT  (+/- 180 meters Scaled)
 AX1882
 AX1882                          SUPERSEDED SURVEY CONTROL
 AX1882
 AX1882  NGVD 29 (??/??/??)  114.58   (m)          375.9    (f) RESET       3  
 AX1882
 AX1882.Superseded values are not recommended for survey control.
 AX1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1882.See file dsdata.txt to determine how the superseded data were derived.
 AX1882
 AX1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT031195(NAD 83)
 AX1882_MARKER: DB = BENCH MARK DISK
 AX1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1882_STAMPING: Z 876 RESET 1957
 AX1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1882+STABILITY: SURFACE MOTION
 AX1882
 AX1882  HISTORY     - Date     Condition        Report By
 AX1882  HISTORY     - 1957     MONUMENTED       CGS
 AX1882
 AX1882                          STATION DESCRIPTION
 AX1882
 AX1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AX1882'1 MI SE FROM KOSCIUSKO.
 AX1882'1 MILE SOUTHEAST OF THE CHURCH IN KOSCUISKO, WILSON COUNTY, AND 0.8
 AX1882'MILE SOUTHWEST OF THE JUNCTION OF HIGHWAYS 541 AND 123 ALONG THE WEST
 AX1882'SIDE OF HIGHWAY NO. 123, A STANDARD DISK STAMPED Z 876 RESET 1957 IN A
 AX1882'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS 15 FEET WEST OF
 AX1882'THE WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY AND ALONG THE NORTH SIDE OF
 AX1882'A LANE LEADING WEST FROM THE HIGHWAY THROUGH A BOARD GATE.  IT IS 2
 AX1882'FEET SOUTH OF THE NORTH LANE FENCE AND AT THE SOUTH SIDE OF A
 AX1882'CULTIVATED FIELD.  IT IS ABOUT 80 YARDS SOUTHWEST OF THE CENTER OF A
 AX1882'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1867 ***********************************************************************
 AX1867  DESIGNATION -  Z 877
 AX1867  PID         -  AX1867
 AX1867  STATE/COUNTY-  TX/WILSON
 AX1867  USGS QUAD   -  ALUM (1987)
 AX1867
 AX1867                         *CURRENT SURVEY CONTROL
 AX1867  ___________________________________________________________________
 AX1867* NAD 83(1986)-  29 15 35.     (N)    097 58 05.     (W)     SCALED    
 AX1867* NAVD 88     -       130.56   (+/-2cm)     428.3    (feet)  VERTCON   
 AX1867  ___________________________________________________________________
 AX1867  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AX1867
 AX1867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1867
 AX1867.The horizontal coordinates were scaled from a topographic map and have
 AX1867.an estimated accuracy of +/- 6 seconds.
 AX1867
 AX1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1867.The vertical order pertains to the NGVD 29 superseded value.
 AX1867
 AX1867.The geoid height was determined by GEOID03.
 AX1867
 AX1867;                    North         East    Units  Estimated Accuracy
 AX1867;SPC TXSC     - 4,158,520.      700,280.      MT  (+/- 180 meters Scaled)
 AX1867
 AX1867                          SUPERSEDED SURVEY CONTROL
 AX1867
 AX1867  NGVD 29 (??/??/92)  130.50   (m)          428.1    (f) COMPUTED    2 0
 AX1867
 AX1867.Superseded values are not recommended for survey control.
 AX1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1867.See file dsdata.txt to determine how the superseded data were derived.
 AX1867
 AX1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT002372(NAD 83)
 AX1867_MARKER: DB = BENCH MARK DISK
 AX1867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1867_SP_SET: CULVERT
 AX1867_STAMPING: Z 877 1943
 AX1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1867
 AX1867  HISTORY     - Date     Condition        Report By
 AX1867  HISTORY     - 1943     MONUMENTED       CGS
 AX1867  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1867  HISTORY     - 20030517 GOOD             USPSQD
 AX1867
 AX1867                          STATION DESCRIPTION
 AX1867
 AX1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1867'1.65 MI NW FROM STOCKDALE.
 AX1867'TO REACH FROM THE CROSSING OF STATE HIGHWAY NO. 123 AND U.S. HIGHWAY
 AX1867'NO. 87 AT STOCKDALE, PROCEED 1.65 MILE NORTHWESTERLY ALONG STATE
 AX1867'HIGHWAY NO. 123 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH
 AX1867'MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST
 AX1867'HEADWALL OF A 5X30 FOOT SIX WAY CONCRETE BOX CULVERT UNDER THE
 AX1867'HIGHWAY.  IT IS 17.4 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1867'CENTERLINE OF THE HIGHWAY.
 AX1867
 AX1867                          STATION RECOVERY (1996)
 AX1867
 AX1867'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1867'MARK NOT FOUND.
 AX1867
 AX1867                          STATION RECOVERY (2003)
 AX1867
 AX1867'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX1867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1868 ***********************************************************************
 AX1868  DESIGNATION -  Z 877 RESET 1957
 AX1868  PID         -  AX1868
 AX1868  STATE/COUNTY-  TX/WILSON
 AX1868  USGS QUAD   -  ALUM (1987)
 AX1868
 AX1868                         *CURRENT SURVEY CONTROL
 AX1868  ___________________________________________________________________
 AX1868* NAD 83(1986)-  29 15 35.     (N)    097 58 05.     (W)     SCALED    
 AX1868* NAVD 88     -       130.39   (+/-2cm)     427.8    (feet)  VERTCON   
 AX1868  ___________________________________________________________________
 AX1868  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AX1868
 AX1868  VERT ORDER  -  THIRD (See Below)
 AX1868
 AX1868.The horizontal coordinates were scaled from a topographic map and have
 AX1868.an estimated accuracy of +/- 6 seconds.
 AX1868
 AX1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1868.The vertical order pertains to the NGVD 29 superseded value.
 AX1868
 AX1868.The geoid height was determined by GEOID03.
 AX1868
 AX1868;                    North         East    Units  Estimated Accuracy
 AX1868;SPC TXSC     - 4,158,520.      700,280.      MT  (+/- 180 meters Scaled)
 AX1868
 AX1868                          SUPERSEDED SURVEY CONTROL
 AX1868
 AX1868  NGVD 29 (??/??/??)  130.33   (m)          427.6    (f) RESET       3  
 AX1868
 AX1868.Superseded values are not recommended for survey control.
 AX1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1868.See file dsdata.txt to determine how the superseded data were derived.
 AX1868
 AX1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT002372(NAD 83)
 AX1868_MARKER: DB = BENCH MARK DISK
 AX1868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1868_SP_SET: CULVERT
 AX1868_STAMPING: Z 877 RESET 1957
 AX1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1868
 AX1868  HISTORY     - Date     Condition        Report By
 AX1868  HISTORY     - 1957     MONUMENTED       TXHD
 AX1868  HISTORY     - 1957     GOOD             NGS
 AX1868  HISTORY     - 19960914 GOOD             USPSQD
 AX1868
 AX1868                          STATION DESCRIPTION
 AX1868
 AX1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AX1868'1.6 MI N FROM STOCKDALE.
 AX1868'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY NO. 123 FROM THE MAIN
 AX1868'HIGHWAY INTERSECTION IN STOCKDALE, IN THE TOP OF THE NORTH END OF THE
 AX1868'EAST HEADWALL OF A CONCRETE CULVERT, 22 FEET EAST OF THE CENTERLINE OF
 AX1868'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK STAMPED Z 877 RESET
 AX1868'1957.
 AX1868
 AX1868                          STATION RECOVERY (1996)
 AX1868
 AX1868'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1777 ***********************************************************************
 AN1777  DESIGNATION -  Z 878
 AN1777  PID         -  AN1777
 AN1777  STATE/COUNTY-  TX/GOLIAD
 AN1777  USGS QUAD   -  LAZY F RANCH (1987)
 AN1777
 AN1777                         *CURRENT SURVEY CONTROL
 AN1777  ___________________________________________________________________
 AN1777* NAD 83(1986)-  28 36 40.     (N)    097 39 26.     (W)     SCALED    
 AN1777* NAVD 88     -       106.12   (+/-2cm)     348.2    (feet)  VERTCON   
 AN1777  ___________________________________________________________________
 AN1777  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1777
 AN1777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1777
 AN1777.The horizontal coordinates were scaled from a topographic map and have
 AN1777.an estimated accuracy of +/- 6 seconds.
 AN1777
 AN1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1777.The vertical order pertains to the NGVD 29 superseded value.
 AN1777
 AN1777.The geoid height was determined by GEOID03.
 AN1777
 AN1777;                    North         East    Units  Estimated Accuracy
 AN1777;SPC TXSC     - 4,086,960.      731,320.      MT  (+/- 180 meters Scaled)
 AN1777
 AN1777                          SUPERSEDED SURVEY CONTROL
 AN1777
 AN1777  NGVD 29 (??/??/92)  106.14   (m)          348.2    (f) COMPUTED    2 0
 AN1777
 AN1777.Superseded values are not recommended for survey control.
 AN1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1777.See file dsdata.txt to determine how the superseded data were derived.
 AN1777
 AN1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS312656(NAD 83)
 AN1777_MARKER: DB = BENCH MARK DISK
 AN1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1777_STAMPING: Z 878 1943
 AN1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1777+STABILITY: SURFACE MOTION
 AN1777
 AN1777  HISTORY     - Date     Condition        Report By
 AN1777  HISTORY     - 1943     MONUMENTED       CGS
 AN1777
 AN1777                          STATION DESCRIPTION
 AN1777
 AN1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1777'10.4 MI SE FROM BERCLAIR.
 AN1777'TO REACH FROM THE TEXAS AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD
 AN1777'STATION AT BERCLAIR, PROCEED 0.25 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1777'TO A DIRT ROAD CROSSING, THENCE 7.9 MILES NORTHWESTERLY ALONG A DIRT
 AN1777'ROAD TO THE TOP OF A HILL AND SITE OF BENCH MARK.  BENCH MARK IS 0.2
 AN1777'MILE WEST OF THE SOUTH ENTRANCE GATE TO THE MARY L. BURNS FARM.  IT IS
 AN1777'37.3 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AN1777'THE ROAD, 12.3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 3.0 FEET
 AN1777'EAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AN1777'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1778 ***********************************************************************
 AN1778  DESIGNATION -  Z 878 RESET 1961
 AN1778  PID         -  AN1778
 AN1778  STATE/COUNTY-  TX/GOLIAD
 AN1778  USGS QUAD   -  LAZY F RANCH (1987)
 AN1778
 AN1778                         *CURRENT SURVEY CONTROL
 AN1778  ___________________________________________________________________
 AN1778* NAD 83(1986)-  28 36 40.     (N)    097 39 26.     (W)     SCALED    
 AN1778* NAVD 88     -       106.03   (+/-2cm)     347.9    (feet)  VERTCON   
 AN1778  ___________________________________________________________________
 AN1778  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1778
 AN1778  VERT ORDER  -  THIRD (See Below)
 AN1778
 AN1778.The horizontal coordinates were scaled from a topographic map and have
 AN1778.an estimated accuracy of +/- 6 seconds.
 AN1778
 AN1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1778.The vertical order pertains to the NGVD 29 superseded value.
 AN1778
 AN1778.The geoid height was determined by GEOID03.
 AN1778
 AN1778;                    North         East    Units  Estimated Accuracy
 AN1778;SPC TXSC     - 4,086,960.      731,320.      MT  (+/- 180 meters Scaled)
 AN1778
 AN1778                          SUPERSEDED SURVEY CONTROL
 AN1778
 AN1778  NGVD 29 (??/??/??)  106.05   (m)          347.9    (f) RESET       3  
 AN1778
 AN1778.Superseded values are not recommended for survey control.
 AN1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1778.See file dsdata.txt to determine how the superseded data were derived.
 AN1778
 AN1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS312656(NAD 83)
 AN1778_MARKER: DB = BENCH MARK DISK
 AN1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1778_STAMPING: Z 878 RESET 1961
 AN1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1778+STABILITY: SURFACE MOTION
 AN1778
 AN1778  HISTORY     - Date     Condition        Report By
 AN1778  HISTORY     - 1961     MONUMENTED       CGS
 AN1778
 AN1778                          STATION DESCRIPTION
 AN1778
 AN1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AN1778'10.6 MI SE FROM PETTUS.
 AN1778'4.8 MILES NORTHEAST ALONG F. M. HIGHWAY 623 FROM THE ELEMENTARY SCHOOL
 AN1778'AT PETTUS, BEE COUNTY, THENCE 5.6 MILES SOUTHEAST ALONG F. M. HIGHWAY
 AN1778'883, 0.2 MILE WEST OF THE SOUTH ENTRANCE GATE TO THE L. H. VON DOHLEN
 AN1778'FARM, AT THE TOP OF THE HILL, 51 FEET SOUTH OF THE CENTERLINE OF THE
 AN1778'HIGHWAY, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 3 FEET EAST OF
 AN1778'A WHITE WOODEN WITNESS POST, LEVEL WITH THE CENTERLINE OF THE HIGHWAY,
 AN1778'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 AN1778'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1026 ***********************************************************************
 AN1026  DESIGNATION -  Z 879
 AN1026  PID         -  AN1026
 AN1026  STATE/COUNTY-  TX/GOLIAD
 AN1026  USGS QUAD   -  GOLIAD (1987)
 AN1026
 AN1026                         *CURRENT SURVEY CONTROL
 AN1026  ___________________________________________________________________
 AN1026* NAD 83(1986)-  28 39 54.     (N)    097 25 01.     (W)     SCALED    
 AN1026* NAVD 88     -        48.74   (+/-2cm)     159.9    (feet)  VERTCON   
 AN1026  ___________________________________________________________________
 AN1026  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN1026
 AN1026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1026
 AN1026.The horizontal coordinates were scaled from a topographic map and have
 AN1026.an estimated accuracy of +/- 6 seconds.
 AN1026
 AN1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1026.The vertical order pertains to the NGVD 29 superseded value.
 AN1026
 AN1026.The geoid height was determined by GEOID03.
 AN1026
 AN1026;                    North         East    Units  Estimated Accuracy
 AN1026;SPC TXSC     - 4,093,220.      754,730.      MT  (+/- 180 meters Scaled)
 AN1026
 AN1026                          SUPERSEDED SURVEY CONTROL
 AN1026
 AN1026  NGVD 29 (??/??/92)   48.80   (m)          160.1    (f) COMPUTED    2 0
 AN1026
 AN1026.Superseded values are not recommended for survey control.
 AN1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1026.See file dsdata.txt to determine how the superseded data were derived.
 AN1026
 AN1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS546718(NAD 83)
 AN1026_MARKER: DB = BENCH MARK DISK
 AN1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1026_SP_SET: CULVERT
 AN1026_STAMPING: Z 879 1943
 AN1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1026
 AN1026  HISTORY     - Date     Condition        Report By
 AN1026  HISTORY     - 1943     MONUMENTED       CGS
 AN1026  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1026
 AN1026                          STATION DESCRIPTION
 AN1026
 AN1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1026'1.55 MI W FROM GOLIAD.
 AN1026'TO REACH FROM THE COURT HOUSE AT GOLIAD, PROCEED 1.0 BLOCK SOUTH TO A
 AN1026'DIRT CROSS ROAD, THENCE 1.6 MILE WESTERLY ALONG A WIDE DIRT ROAD TO
 AN1026'THE INTERSECTION OF U.S. HIGHWAY NO. 59 AND SITE OF BENCH MARK. BENCH
 AN1026'MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHWEST END OF THE
 AN1026'NORTHEAST HEADWALL OF A 2X2 FOOT CONCRETE BOX ANGLE CULVERT UNDER THE
 AN1026'DIRT ROAD.  IT IS 28.7 FEET NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AN1026'CENTERLINE OF THE HIGHWAY, 24.3 FEET NORTHEAST OF AND ABOUT 1.0 FOOT
 AN1026'ABOVE THE CENTERLINE OF THE DIRT ROAD.
 AN1026
 AN1026                          STATION RECOVERY (1990)
 AN1026
 AN1026'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1195 ***********************************************************************
 BL1195  DESIGNATION -  Z 88
 BL1195  PID         -  BL1195
 BL1195  STATE/COUNTY-  TX/HARRIS
 BL1195  USGS QUAD   -  SPRING (1982)
 BL1195
 BL1195                         *CURRENT SURVEY CONTROL
 BL1195  ___________________________________________________________________
 BL1195* NAD 83(1986)-  30 02 33.     (N)    095 24 27.     (W)     SCALED    
 BL1195* NAVD 88     -        29.50   (+/-2cm)      96.8    (feet)  VERTCON   
 BL1195  ___________________________________________________________________
 BL1195  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL1195  OBS GRAVITY -     979,303.8   (mgal)                       GRAV_OBS
 BL1195
 BL1195  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1195
 BL1195.The horizontal coordinates were scaled from a topographic map and have
 BL1195.an estimated accuracy of +/- 6 seconds.
 BL1195
 BL1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1195.The vertical order pertains to the NGVD 29 superseded value.
 BL1195
 BL1195.The geoid height was determined by GEOID03.
 BL1195.The observed gravity was obtained from relative gravimeter ties
 BL1195.to the IGSN71 gravity network.
 BL1195
 BL1195;                    North         East    Units  Estimated Accuracy
 BL1195;SPC TXSC     - 4,250,160.      946,400.      MT  (+/- 180 meters Scaled)
 BL1195
 BL1195                          SUPERSEDED SURVEY CONTROL
 BL1195
 BL1195  NGVD 29 (??/??/92)   29.498  (m)           96.78   (f) ADJ UNCH    1 1
 BL1195
 BL1195.Superseded values are not recommended for survey control.
 BL1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1195.See file dsdata.txt to determine how the superseded data were derived.
 BL1195
 BL1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP678259(NAD 83)
 BL1195_MARKER: DB = BENCH MARK DISK
 BL1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1195_STAMPING: Z 88 1932
 BL1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1195+STABILITY: SURFACE MOTION
 BL1195
 BL1195  HISTORY     - Date     Condition        Report By
 BL1195  HISTORY     - 1932     MONUMENTED       CGS
 BL1195  HISTORY     - 1973     GOOD             NGS
 BL1195  HISTORY     - 1978     GOOD             NGS
 BL1195  HISTORY     - 1978     GOOD             NGS
 BL1195  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1195  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1195  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 BL1195
 BL1195                          STATION DESCRIPTION
 BL1195
 BL1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1195'2.55 MI S FROM SPRING.
 BL1195'ABOUT 2.55 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1195'CROSSING OF SPRING SCHOOL RD., 45 1/2 FEET WEST OF THE WEST RAIL, 32.7
 BL1195'FEET EAST OF THE CENTER LINE OF HARDY ST., 23 1/2 FEET SOUTHEAST OF A
 BL1195'POWER POLE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 BL1195'THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 BL1195'PROJECTING 0.2 FOOT.
 BL1195
 BL1195                          STATION RECOVERY (1978)
 BL1195
 BL1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1195'RECOVERED IN GOOD CONDITION.
 BL1195
 BL1195                          STATION RECOVERY (1978)
 BL1195
 BL1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1195'RECOVERED IN GOOD CONDITION.
 BL1195
 BL1195                          STATION RECOVERY (1986)
 BL1195
 BL1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1195'THERE IS CONSTRUCTION AT THIS LOCATION.
 BL1195
 BL1195                          STATION RECOVERY (1995)
 BL1195
 BL1195'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1195'MARK NOT FOUND.
 BL1195
 BL1195                          STATION RECOVERY (2004)
 BL1195
 BL1195'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1738 ***********************************************************************
 AN1738  DESIGNATION -  Z 880
 AN1738  PID         -  AN1738
 AN1738  STATE/COUNTY-  TX/GOLIAD
 AN1738  USGS QUAD   -  RUNGE SE (1987)
 AN1738
 AN1738                         *CURRENT SURVEY CONTROL
 AN1738  ___________________________________________________________________
 AN1738* NAD 83(1986)-  28 48 08.     (N)    097 31 56.     (W)     SCALED    
 AN1738* NAVD 88     -        96.99   (+/-2cm)     318.2    (feet)  VERTCON   
 AN1738  ___________________________________________________________________
 AN1738  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN1738
 AN1738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1738
 AN1738.The horizontal coordinates were scaled from a topographic map and have
 AN1738.an estimated accuracy of +/- 6 seconds.
 AN1738
 AN1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1738.The vertical order pertains to the NGVD 29 superseded value.
 AN1738
 AN1738.The geoid height was determined by GEOID03.
 AN1738
 AN1738;                    North         East    Units  Estimated Accuracy
 AN1738;SPC TXSC     - 4,108,280.      743,270.      MT  (+/- 180 meters Scaled)
 AN1738
 AN1738                          SUPERSEDED SURVEY CONTROL
 AN1738
 AN1738  NGVD 29 (??/??/92)   97.00   (m)          318.2    (f) COMPUTED    2 0
 AN1738
 AN1738.Superseded values are not recommended for survey control.
 AN1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1738.See file dsdata.txt to determine how the superseded data were derived.
 AN1738
 AN1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS432869(NAD 83)
 AN1738_MARKER: DB = BENCH MARK DISK
 AN1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1738_STAMPING: Z 880 1943
 AN1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1738+STABILITY: SURFACE MOTION
 AN1738
 AN1738  HISTORY     - Date     Condition        Report By
 AN1738  HISTORY     - 1943     MONUMENTED       CGS
 AN1738
 AN1738                          STATION DESCRIPTION
 AN1738
 AN1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1738'8.5 MI NE FROM CHARCO.
 AN1738'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 2.05 MILES
 AN1738'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO THE INTERSECTION OF A DIRT
 AN1738'ROAD LEADING EAST, THENCE 6.45 MILES EASTERLY ALONG A DIRT ROAD TO THE
 AN1738'SOUTHWEST SLOPE OF A HILL AND SITE OF BENCH MARK.  BENCH MARK IS 0.5
 AN1738'MILE SOUTHWEST OF THE MELROSE SCHOOL.  IT IS 0.3 MILE NORTHEAST OF THE
 AN1738'SOUTHEAST END OF A DOUBLE TURN IN THE ROAD, 27.5 FEET NORTHWEST OF AND
 AN1738'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, AND 3.1 FEET
 AN1738'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AN1738'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1739 ***********************************************************************
 AN1739  DESIGNATION -  Z 880 RESET 1953
 AN1739  PID         -  AN1739
 AN1739  STATE/COUNTY-  TX/GOLIAD
 AN1739  USGS QUAD   -  RUNGE SE (1987)
 AN1739
 AN1739                         *CURRENT SURVEY CONTROL
 AN1739  ___________________________________________________________________
 AN1739* NAD 83(1986)-  28 48 08.     (N)    097 31 56.     (W)     SCALED    
 AN1739* NAVD 88     -        97.02   (+/-2cm)     318.3    (feet)  VERTCON   
 AN1739  ___________________________________________________________________
 AN1739  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN1739
 AN1739  VERT ORDER  -  THIRD (See Below)
 AN1739
 AN1739.The horizontal coordinates were scaled from a topographic map and have
 AN1739.an estimated accuracy of +/- 6 seconds.
 AN1739
 AN1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1739.The vertical order pertains to the NGVD 29 superseded value.
 AN1739
 AN1739.The geoid height was determined by GEOID03.
 AN1739
 AN1739;                    North         East    Units  Estimated Accuracy
 AN1739;SPC TXSC     - 4,108,280.      743,270.      MT  (+/- 180 meters Scaled)
 AN1739
 AN1739                          SUPERSEDED SURVEY CONTROL
 AN1739
 AN1739  NGVD 29 (??/??/??)   97.03   (m)          318.3    (f) RESET       3  
 AN1739
 AN1739.Superseded values are not recommended for survey control.
 AN1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1739.See file dsdata.txt to determine how the superseded data were derived.
 AN1739
 AN1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS432869(NAD 83)
 AN1739_MARKER: DB = BENCH MARK DISK
 AN1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1739_STAMPING: Z 880 RESET 1953
 AN1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1739+STABILITY: SURFACE MOTION
 AN1739
 AN1739  HISTORY     - Date     Condition        Report By
 AN1739  HISTORY     - 1953     MONUMENTED       TXHD
 AN1739
 AN1739                          STATION DESCRIPTION
 AN1739
 AN1739'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1739'8.5 MI NE FROM CHARCO.
 AN1739'2.0 MILES NORTHWEST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL BUILDING
 AN1739'AT CHARCO, GOLIAD COUNTY, THENCE 6.5 MILES NORTHEAST ALONG F.M.
 AN1739'HIGHWAY 884.  7.1 MILES SOUTHWEST OF WEESATCHE, 0.5 MILE SOUTHWEST OF
 AN1739'MELROSE SCHOOL, 0.3 MILE NORTHEAST OF THE SOUTHEAST END OF A DOUBLE
 AN1739'TURN IN THE HIGHWAY, AT THE SOUTHWEST SLOPE OF A HILL, 40 FEET
 AN1739'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT SOUTH OF THE
 AN1739'NORTH RIGHT-OF-WAY FENCE, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A
 AN1739'STANDARD DISK, STAMPED Z 880 RESET 1953 AND SET IN THE TOP OF A
 AN1739'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0625 ***********************************************************************
 BL0625  DESIGNATION -  Z 881
 BL0625  PID         -  BL0625
 BL0625  STATE/COUNTY-  TX/POLK
 BL0625  USGS QUAD   -  NEW WILLARD (1984)
 BL0625
 BL0625                         *CURRENT SURVEY CONTROL
 BL0625  ___________________________________________________________________
 BL0625* NAD 83(1986)-  30 50 01.     (N)    094 56 29.     (W)     SCALED    
 BL0625* NAVD 88     -        74.83   (+/-2cm)     245.5    (feet)  VERTCON   
 BL0625  ___________________________________________________________________
 BL0625  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL0625
 BL0625  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0625
 BL0625.The horizontal coordinates were scaled from a topographic map and have
 BL0625.an estimated accuracy of +/- 6 seconds.
 BL0625
 BL0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0625.The vertical order pertains to the NGVD 29 superseded value.
 BL0625
 BL0625.The geoid height was determined by GEOID03.
 BL0625
 BL0625;                    North         East    Units  Estimated Accuracy
 BL0625;SPC TX C     - 3,141,860.    1,215,590.      MT  (+/- 180 meters Scaled)
 BL0625
 BL0625                          SUPERSEDED SURVEY CONTROL
 BL0625
 BL0625  NGVD 29 (??/??/92)   74.841  (m)          245.54   (f) ADJ UNCH    2 0
 BL0625
 BL0625.Superseded values are not recommended for survey control.
 BL0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0625.See file dsdata.txt to determine how the superseded data were derived.
 BL0625
 BL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ143127(NAD 83)
 BL0625_MARKER: DB = BENCH MARK DISK
 BL0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0625_STAMPING: Z 881 1947
 BL0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0625+STABILITY: SURFACE MOTION
 BL0625
 BL0625  HISTORY     - Date     Condition        Report By
 BL0625  HISTORY     - 1947     MONUMENTED       CGS
 BL0625  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0625  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0625  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0625
 BL0625                          STATION DESCRIPTION
 BL0625
 BL0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0625'4.8 MI W FROM LEGGETT.
 BL0625'4.8 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0625'ORLEANS RAILWAY STATION AT LEGGETT, 42.0 FEET SOUTHEAST OF AN 18 INCH
 BL0625'PINE TREE WITH A TRIANGLE BLAZE, 29.0 FEET NORTHEAST OF AND 1.0 FOOT
 BL0625'LOWER THAN THE CENTER LINE OF THE ROAD, 14.0 FEET NORTHWEST OF A 14
 BL0625'INCH PINE TREE WITH A TRIANGLE BLAZE, 13.0 FEET SOUTHEAST OF THE
 BL0625'CENTER LINE OF A DIM TRAIL LEADING NORTHEAST, 1.8 FEET SOUTHWEST OF A
 BL0625'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3
 BL0625'FOOT ABOVE THE GROUND.
 BL0625
 BL0625                          STATION RECOVERY (1977)
 BL0625
 BL0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0625'MARK NOT FOUND.
 BL0625
 BL0625                          STATION RECOVERY (1990)
 BL0625
 BL0625'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BL0625'MARK NOT FOUND.
 BL0625
 BL0625                          STATION RECOVERY (1997)
 BL0625
 BL0625'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0921 ***********************************************************************
 BL0921  DESIGNATION -  Z 882
 BL0921  PID         -  BL0921
 BL0921  STATE/COUNTY-  TX/TRINITY
 BL0921  USGS QUAD   -  CHITA (1972)
 BL0921
 BL0921                         *CURRENT SURVEY CONTROL
 BL0921  ___________________________________________________________________
 BL0921* NAD 83(1986)-  30 55 21.     (N)    095 07 45.     (W)     SCALED    
 BL0921* NAVD 88     -        78.87   (+/-2cm)     258.8    (feet)  VERTCON   
 BL0921  ___________________________________________________________________
 BL0921  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL0921
 BL0921  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0921
 BL0921.The horizontal coordinates were scaled from a topographic map and have
 BL0921.an estimated accuracy of +/- 6 seconds.
 BL0921
 BL0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0921.The vertical order pertains to the NGVD 29 superseded value.
 BL0921
 BL0921.The geoid height was determined by GEOID03.
 BL0921
 BL0921;                    North         East    Units  Estimated Accuracy
 BL0921;SPC TX C     - 3,150,850.    1,197,180.      MT  (+/- 180 meters Scaled)
 BL0921
 BL0921                          SUPERSEDED SURVEY CONTROL
 BL0921
 BL0921  NGVD 29 (??/??/92)   78.883  (m)          258.80   (f) ADJ UNCH    2 0
 BL0921
 BL0921.Superseded values are not recommended for survey control.
 BL0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0921.See file dsdata.txt to determine how the superseded data were derived.
 BL0921
 BL0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ965229(NAD 83)
 BL0921_MARKER: DB = BENCH MARK DISK
 BL0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0921_STAMPING: Z 882 1947
 BL0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0921+STABILITY: SURFACE MOTION
 BL0921
 BL0921  HISTORY     - Date     Condition        Report By
 BL0921  HISTORY     - 1947     MONUMENTED       CGS
 BL0921
 BL0921                          STATION DESCRIPTION
 BL0921
 BL0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0921'9.6 MI NE FROM ONALASKA.
 BL0921'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0921'ONALASKA, THENCE 9.0 MILES NORTH ALONG A GRADED DIRT ROAD, 182.0 FEET
 BL0921'NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST STONE HEADWALL OF A 30
 BL0921'INCH CORRUGATED IRON CULVERT, 47.0 FEET SOUTHWEST OF THE CENTER LINE
 BL0921'OF THE ROAD, 25.0 FEET WEST OF A 10 INCH PINE TREE, 6.6 FEET SOUTHEAST
 BL0921'OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 1.7 FEET
 BL0921'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 BL0921'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0932 ***********************************************************************
 BL0932  DESIGNATION -  Z 883
 BL0932  PID         -  BL0932
 BL0932  STATE/COUNTY-  TX/TRINITY
 BL0932  USGS QUAD   -  COLITA (1972)
 BL0932
 BL0932                         *CURRENT SURVEY CONTROL
 BL0932  ___________________________________________________________________
 BL0932* NAD 83(1986)-  30 57 16.     (N)    095 04 21.     (W)     SCALED    
 BL0932* NAVD 88     -        61.93   (+/-2cm)     203.2    (feet)  VERTCON   
 BL0932  ___________________________________________________________________
 BL0932  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL0932
 BL0932  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0932
 BL0932.The horizontal coordinates were scaled from a topographic map and have
 BL0932.an estimated accuracy of +/- 6 seconds.
 BL0932
 BL0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0932.The vertical order pertains to the NGVD 29 superseded value.
 BL0932
 BL0932.The geoid height was determined by GEOID03.
 BL0932
 BL0932;                    North         East    Units  Estimated Accuracy
 BL0932;SPC TX C     - 3,154,640.    1,202,420.      MT  (+/- 180 meters Scaled)
 BL0932
 BL0932                          SUPERSEDED SURVEY CONTROL
 BL0932
 BL0932  NGVD 29 (??/??/92)   61.940  (m)          203.21   (f) ADJ UNCH    2 0
 BL0932
 BL0932.Superseded values are not recommended for survey control.
 BL0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0932.See file dsdata.txt to determine how the superseded data were derived.
 BL0932
 BL0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ020263(NAD 83)
 BL0932_MARKER: DB = BENCH MARK DISK
 BL0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0932_STAMPING: Z 883 1947
 BL0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0932+STABILITY: SURFACE MOTION
 BL0932
 BL0932  HISTORY     - Date     Condition        Report By
 BL0932  HISTORY     - 1947     MONUMENTED       CGS
 BL0932
 BL0932                          STATION DESCRIPTION
 BL0932
 BL0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0932'10.7 MI SE FROM GROVETON.
 BL0932'5.4 MILES SOUTH ALONG THE GROVETON - SEBASTOPOL ROAD FROM THE
 BL0932'COURTHOUSE AT GROVETON, THENCE 3.1 MILES SOUTHEAST ALONG A GRADED DIRT
 BL0932'ROAD, THENCE 1.1 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.1 MILES
 BL0932'SOUTHEAST ALONG A GRADED DIRT ROAD, 254.0 FEET EAST OF THE EAST END OF
 BL0932'A 115 FOOT BRIDGE OVER KICKAPOO CREEK, 52.0 FEET WEST OF THE CENTER
 BL0932'LINE OF A ROAD ALONG THE EAST SIDE OF A TRIANGLE FORMED BY A ROAD
 BL0932'JUNCTION, 34.0 FEET NORTHEAST OF THE CENTER LINE OF A ROAD ALONG THE
 BL0932'SOUTHEAST SIDE OF A TRIANGLE FORMED BY A ROAD JUNCTION, 6.1 FEET SOUTH
 BL0932'OF A 12 INCH PINE TREE, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE
 BL0932'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0899 ***********************************************************************
 BL0899  DESIGNATION -  Z 884
 BL0899  PID         -  BL0899
 BL0899  STATE/COUNTY-  TX/TRINITY
 BL0899  USGS QUAD   -  CHITA (1972)
 BL0899
 BL0899                         *CURRENT SURVEY CONTROL
 BL0899  ___________________________________________________________________
 BL0899* NAD 83(1986)-  30 58 41.     (N)    095 09 36.     (W)     SCALED    
 BL0899* NAVD 88     -        69.89   (+/-2cm)     229.3    (feet)  VERTCON   
 BL0899  ___________________________________________________________________
 BL0899  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BL0899
 BL0899  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0899
 BL0899.The horizontal coordinates were scaled from a topographic map and have
 BL0899.an estimated accuracy of +/- 6 seconds.
 BL0899
 BL0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0899.The vertical order pertains to the NGVD 29 superseded value.
 BL0899
 BL0899.The geoid height was determined by GEOID03.
 BL0899
 BL0899;                    North         East    Units  Estimated Accuracy
 BL0899;SPC TX C     - 3,156,860.    1,193,950.      MT  (+/- 180 meters Scaled)
 BL0899
 BL0899                          SUPERSEDED SURVEY CONTROL
 BL0899
 BL0899  NGVD 29 (??/??/92)   69.901  (m)          229.33   (f) ADJ UNCH    2 0
 BL0899
 BL0899.Superseded values are not recommended for survey control.
 BL0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0899.See file dsdata.txt to determine how the superseded data were derived.
 BL0899
 BL0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ937291(NAD 83)
 BL0899_MARKER: DB = BENCH MARK DISK
 BL0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0899_STAMPING: Z 884 1947
 BL0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0899+STABILITY: SURFACE MOTION
 BL0899
 BL0899  HISTORY     - Date     Condition        Report By
 BL0899  HISTORY     - 1947     MONUMENTED       CGS
 BL0899  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 BL0899
 BL0899                          STATION DESCRIPTION
 BL0899
 BL0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0899'4.3 MI NE FROM CHITA.
 BL0899'4.3 MILES NORTHEAST ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE CHITA
 BL0899'BAPTIST CHURCH AT CHITA, 88.4 FEET NORTHWEST OF AND ACROSS THE ROAD
 BL0899'FROM A 14 INCH OAK TREE WITH A TRIANGLE BLAZE, 56.0 FEET NORTHWEST OF
 BL0899'THE CENTER LINE OF THE ROAD, 47.0 FEET NORTH OF THE EXTENDED CENTER
 BL0899'LINE OF A TRAIL LEADING WEST, 18.0 FEET NORTH OF A 16 INCH PINE TREE
 BL0899'WITH A TRIANGLE BLAZE, 1.7 FEET NORTHEAST OF A REFERENCE POST, SET IN
 BL0899'THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL0899'NOTE-- THIS BENCH MARK IS 0.9 MILE SOUTHWEST OF BENCH MARK L 883.
 BL0899
 BL0899                          STATION RECOVERY (1982)
 BL0899
 BL0899'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 BL0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0701 ***********************************************************************
 BY0701  DESIGNATION -  Z 885
 BY0701  PID         -  BY0701
 BY0701  STATE/COUNTY-  TX/ANGELINA
 BY0701  USGS QUAD   -  WELLS (1980)
 BY0701
 BY0701                         *CURRENT SURVEY CONTROL
 BY0701  ___________________________________________________________________
 BY0701* NAD 83(1986)-  31 23 18.     (N)    094 53 44.     (W)     SCALED    
 BY0701* NAVD 88     -        79.16   (+/-2cm)     259.7    (feet)  VERTCON   
 BY0701  ___________________________________________________________________
 BY0701  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY0701
 BY0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0701
 BY0701.The horizontal coordinates were scaled from a topographic map and have
 BY0701.an estimated accuracy of +/- 6 seconds.
 BY0701
 BY0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0701.The vertical order pertains to the NGVD 29 superseded value.
 BY0701
 BY0701.The geoid height was determined by GEOID03.
 BY0701
 BY0701;                    North         East    Units  Estimated Accuracy
 BY0701;SPC TX C     - 3,203,500.    1,216,960.      MT  (+/- 180 meters Scaled)
 BY0701
 BY0701                          SUPERSEDED SURVEY CONTROL
 BY0701
 BY0701  NGVD 29 (??/??/92)   79.210  (m)          259.87   (f) ADJ UNCH    2 0
 BY0701
 BY0701.Superseded values are not recommended for survey control.
 BY0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0701.See file dsdata.txt to determine how the superseded data were derived.
 BY0701
 BY0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ197741(NAD 83)
 BY0701_MARKER: DB = BENCH MARK DISK
 BY0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0701_STAMPING: Z 885 1947
 BY0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0701+STABILITY: SURFACE MOTION
 BY0701
 BY0701  HISTORY     - Date     Condition        Report By
 BY0701  HISTORY     - 1947     MONUMENTED       CGS
 BY0701
 BY0701                          STATION DESCRIPTION
 BY0701
 BY0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0701'11.3 MI NW FROM LUFKIN.
 BY0701'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0701'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE NORTHWEST 2.5
 BY0701'MILES ALONG U.S. HIGHWAY NO.69, THENCE NORTHWEST 8.2 MILES ALONG STATE
 BY0701'HIGHWAY NO.103, THENCE SOUTHEAST 0.2 MILE ALONG A GRADED DIRT ROAD, AT
 BY0701'THE NORTHEAST CORNER OF A CEMETERY, 84.0 FEET SOUTHWEST OF AND ACROSS
 BY0701'THE ROAD FROM THE SOUTH END OF A RAIL FENCE, 37.0 FEET WEST OF AND
 BY0701'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 28.0 FEET NORTHWEST OF A
 BY0701'20 INCH PINE TREE, 10.5 FEET WEST OF AN 18 INCH PINE TREE, 1.4 FEET
 BY0701'SOUTH OF A 4 X 4 IN. WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0701'WHICH PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1666 ***********************************************************************
 AX1666  DESIGNATION -  Z 886
 AX1666  PID         -  AX1666
 AX1666  STATE/COUNTY-  TX/DE WITT
 AX1666  USGS QUAD   -  BLACKWELL LAKE (1987)
 AX1666
 AX1666                         *CURRENT SURVEY CONTROL
 AX1666  ___________________________________________________________________
 AX1666* NAD 83(1986)-  29 01 13.     (N)    097 27 24.     (W)     SCALED    
 AX1666* NAVD 88     -       100.55   (+/-2cm)     329.9    (feet)  VERTCON   
 AX1666  ___________________________________________________________________
 AX1666  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX1666
 AX1666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1666
 AX1666.The horizontal coordinates were scaled from a topographic map and have
 AX1666.an estimated accuracy of +/- 6 seconds.
 AX1666
 AX1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1666.The vertical order pertains to the NGVD 29 superseded value.
 AX1666
 AX1666.The geoid height was determined by GEOID03.
 AX1666
 AX1666;                    North         East    Units  Estimated Accuracy
 AX1666;SPC TXSC     - 4,132,540.      750,330.      MT  (+/- 180 meters Scaled)
 AX1666
 AX1666                          SUPERSEDED SURVEY CONTROL
 AX1666
 AX1666  NGVD 29 (??/??/92)  100.548  (m)          329.88   (f) ADJ UNCH    2 0
 AX1666
 AX1666.Superseded values are not recommended for survey control.
 AX1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1666.See file dsdata.txt to determine how the superseded data were derived.
 AX1666
 AX1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT503112(NAD 83)
 AX1666_MARKER: DB = BENCH MARK DISK
 AX1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1666_STAMPING: Z 886 1943
 AX1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1666+STABILITY: SURFACE MOTION
 AX1666
 AX1666  HISTORY     - Date     Condition        Report By
 AX1666  HISTORY     - 1943     MONUMENTED       CGS
 AX1666  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1666
 AX1666                          STATION DESCRIPTION
 AX1666
 AX1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1666'4.4 MI NE FROM YORKTOWN.
 AX1666'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT YORKTOWN--
 AX1666'PROCEED 4.4 MILES NORTHEASTERLY ALONG THE RAILROAD TO SITE OF BENCH
 AX1666'MARK.  BENCH MARK IS ABOUT 91.0 FEET SOUTHWEST OF THE THIRD POLE
 AX1666'SOUTHWEST OF MILEPOST 147, AND 46.0 FEET NORTHWEST OF AND ABOUT THE
 AX1666'SAME ELEVATION AS THE CENTERLINE OF TRACK.  IT IS 26.0 FEET NORTHEAST
 AX1666'OF THE CENTERLINE OF A TRACK ROAD CROSSING THE TRACK, 3.3 FEET
 AX1666'SOUTHEAST OF A FENCE CORNER, 2.7 FEET WEST OF A TELEPHONE POLE, 1.0
 AX1666'FOOT SOUTHWEST OF A FENCE, AND 3.0 FEET NORTHWEST OF A 4X4-INCH WOODEN
 AX1666'MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AX1666
 AX1666                          STATION RECOVERY (2001)
 AX1666
 AX1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1666'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1172 ***********************************************************************
 AN1172  DESIGNATION -  Z 887
 AN1172  PID         -  AN1172
 AN1172  STATE/COUNTY-  TX/VICTORIA
 AN1172  USGS QUAD   -  MISSION VALLEY (1987)
 AN1172
 AN1172                         *CURRENT SURVEY CONTROL
 AN1172  ___________________________________________________________________
 AN1172* NAD 83(1986)-  28 53 24.     (N)    097 10 43.     (W)     SCALED    
 AN1172* NAVD 88     -        58.08   (+/-2cm)     190.6    (feet)  VERTCON   
 AN1172  ___________________________________________________________________
 AN1172  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1172
 AN1172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1172
 AN1172.The horizontal coordinates were scaled from a topographic map and have
 AN1172.an estimated accuracy of +/- 6 seconds.
 AN1172
 AN1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1172.The vertical order pertains to the NGVD 29 superseded value.
 AN1172
 AN1172.The geoid height was determined by GEOID03.
 AN1172
 AN1172;                    North         East    Units  Estimated Accuracy
 AN1172;SPC TXSC     - 4,118,490.      777,640.      MT  (+/- 180 meters Scaled)
 AN1172
 AN1172                          SUPERSEDED SURVEY CONTROL
 AN1172
 AN1172  NGVD 29 (??/??/92)   58.132  (m)          190.72   (f) ADJ UNCH    2 0
 AN1172
 AN1172.Superseded values are not recommended for survey control.
 AN1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1172.See file dsdata.txt to determine how the superseded data were derived.
 AN1172
 AN1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS776971(NAD 83)
 AN1172_MARKER: DB = BENCH MARK DISK
 AN1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1172_STAMPING: Z 887 1943
 AN1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1172+STABILITY: SURFACE MOTION
 AN1172
 AN1172  HISTORY     - Date     Condition        Report By
 AN1172  HISTORY     - 1943     MONUMENTED       CGS
 AN1172
 AN1172                          STATION DESCRIPTION
 AN1172
 AN1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1172'1.0 MI SE FROM MISSION VALLEY.
 AN1172'TO REACH FROM THE LUTHERAN CHURCH AT MISSION VALLEY-- PROCEED 1.0 MILE
 AN1172'SOUTHEASTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AN1172'IS ON THE INSIDE OF A CURVE, ABOUT 0.3 MILE SOUTHEAST OF A CEMETERY,
 AN1172'AND 36.0 FEET SOUTHEAST OF THE CENTERLINE OF A WOODEN GATE AND A
 AN1172'PRIVATE ROAD LEADING SOUTHWEST TO THE RESIDENCE OF MRS. JAMES EASON.
 AN1172'IT IS 28.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE
 AN1172'OF ROAD, 3.0 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET
 AN1172'NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AN1172'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1173 ***********************************************************************
 AN1173  DESIGNATION -  Z 887 RESET 1961
 AN1173  PID         -  AN1173
 AN1173  STATE/COUNTY-  TX/VICTORIA
 AN1173  USGS QUAD   -  MISSION VALLEY (1987)
 AN1173
 AN1173                         *CURRENT SURVEY CONTROL
 AN1173  ___________________________________________________________________
 AN1173* NAD 83(1986)-  28 53 25.     (N)    097 10 43.     (W)     SCALED    
 AN1173* NAVD 88     -        58.05   (+/-2cm)     190.5    (feet)  VERTCON   
 AN1173  ___________________________________________________________________
 AN1173  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1173
 AN1173  VERT ORDER  -  THIRD (See Below)
 AN1173
 AN1173.The horizontal coordinates were scaled from a topographic map and have
 AN1173.an estimated accuracy of +/- 6 seconds.
 AN1173
 AN1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1173.The vertical order pertains to the NGVD 29 superseded value.
 AN1173
 AN1173.The geoid height was determined by GEOID03.
 AN1173
 AN1173;                    North         East    Units  Estimated Accuracy
 AN1173;SPC TXSC     - 4,118,520.      777,640.      MT  (+/- 180 meters Scaled)
 AN1173
 AN1173                          SUPERSEDED SURVEY CONTROL
 AN1173
 AN1173  NGVD 29 (01/29/03)   58.10   (m)          190.6    (f) RESET       3  
 AN1173
 AN1173.Superseded values are not recommended for survey control.
 AN1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1173.See file dsdata.txt to determine how the superseded data were derived.
 AN1173
 AN1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS776971(NAD 83)
 AN1173_MARKER: DB = BENCH MARK DISK
 AN1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1173_STAMPING: Z 887 RESET 1961
 AN1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1173+STABILITY: SURFACE MOTION
 AN1173
 AN1173  HISTORY     - Date     Condition        Report By
 AN1173  HISTORY     - 1961     MONUMENTED       TXHD
 AN1173  HISTORY     - 1962     GOOD             TXHD
 AN1173  HISTORY     - 1990     GOOD             USPSQD
 AN1173
 AN1173                          STATION DESCRIPTION
 AN1173
 AN1173'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AN1173'1.0 MI SE FROM MISSION VALLEY.
 AN1173'1.0 MILE SOUTHEAST ALONG FARM-TO-MARKET ROAD 236 (FORMERLY 1515) FROM
 AN1173'THE LUTHERAN CHURCH AT MISSION VALLEY, VICTORIA COUNTY, 0.3 MILE
 AN1173'SOUTHEAST OF A CEMETERY, ON THE INSIDE OF A CURVE, 36 FEET SOUTHEAST
 AN1173'OF THE CENTER OF A WOODEN GATE AND A PRIVATE ROAD LEADING SOUTHEAST TO
 AN1173'THE MRS. ANNIE EASON RESIDENCE, 55 FEET SOUTHWEST OF THE CENTERLINE OF
 AN1173'THE MAIN ROAD, 0.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, ABOUT 1
 AN1173'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 AN1173'WITH THE GROUND.
 AN1173
 AN1173                          STATION RECOVERY (1990)
 AN1173
 AN1173'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1100 ***********************************************************************
 AN1100  DESIGNATION -  Z 888
 AN1100  PID         -  AN1100
 AN1100  STATE/COUNTY-  TX/GOLIAD
 AN1100  USGS QUAD   -  ANDER (1987)
 AN1100
 AN1100                         *CURRENT SURVEY CONTROL
 AN1100  ___________________________________________________________________
 AN1100* NAD 83(1986)-  28 49 16.     (N)    097 16 46.     (W)     SCALED    
 AN1100* NAVD 88     -        63.17   (+/-2cm)     207.3    (feet)  VERTCON   
 AN1100  ___________________________________________________________________
 AN1100  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1100
 AN1100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1100
 AN1100.The horizontal coordinates were scaled from a topographic map and have
 AN1100.an estimated accuracy of +/- 6 seconds.
 AN1100
 AN1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1100.The vertical order pertains to the NGVD 29 superseded value.
 AN1100
 AN1100.The geoid height was determined by GEOID03.
 AN1100
 AN1100;                    North         East    Units  Estimated Accuracy
 AN1100;SPC TXSC     - 4,110,710.      767,920.      MT  (+/- 180 meters Scaled)
 AN1100
 AN1100                          SUPERSEDED SURVEY CONTROL
 AN1100
 AN1100  NGVD 29 (??/??/92)   63.224  (m)          207.43   (f) ADJ UNCH    2 0
 AN1100
 AN1100.Superseded values are not recommended for survey control.
 AN1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1100.See file dsdata.txt to determine how the superseded data were derived.
 AN1100
 AN1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS678893(NAD 83)
 AN1100_MARKER: DB = BENCH MARK DISK
 AN1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1100_STAMPING: Z 888 1943
 AN1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1100+STABILITY: SURFACE MOTION
 AN1100
 AN1100  HISTORY     - Date     Condition        Report By
 AN1100  HISTORY     - 1943     MONUMENTED       CGS
 AN1100  HISTORY     - 1962     GOOD             USGS
 AN1100
 AN1100                          STATION DESCRIPTION
 AN1100
 AN1100'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AN1100'1.8 MI SW FROM SCHROEDER.
 AN1100'1.8 MILES SW ALONG FM+622 FROM THE SCHOOL AT SCHROEDER, GOLIAD COUNTY,
 AN1100'THENCE 2.3 MILES NW ALONG FARM TO MARKET ROAD 1961.  0.1 MILES EAST OF
 AN1100'A BROWN BRICK HOUSE.  50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 AN1100'AND 10 FEET N. OF A FENCE.  A STANDARD DISK, STAMPED Z-888 1943 AND
 AN1100'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1037 ***********************************************************************
 AN1037  DESIGNATION -  Z 889
 AN1037  PID         -  AN1037
 AN1037  STATE/COUNTY-  TX/GOLIAD
 AN1037  USGS QUAD   -  MEYERSVILLE (1987)
 AN1037
 AN1037                         *CURRENT SURVEY CONTROL
 AN1037  ___________________________________________________________________
 AN1037* NAD 83(1986)-  28 53 09.     (N)    097 21 37.     (W)     SCALED    
 AN1037* NAVD 88     -        66.23   (+/-2cm)     217.3    (feet)  VERTCON   
 AN1037  ___________________________________________________________________
 AN1037  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1037
 AN1037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1037
 AN1037.The horizontal coordinates were scaled from a topographic map and have
 AN1037.an estimated accuracy of +/- 6 seconds.
 AN1037
 AN1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1037.The vertical order pertains to the NGVD 29 superseded value.
 AN1037
 AN1037.The geoid height was determined by GEOID03.
 AN1037
 AN1037;                    North         East    Units  Estimated Accuracy
 AN1037;SPC TXSC     - 4,117,770.      759,930.      MT  (+/- 180 meters Scaled)
 AN1037
 AN1037                          SUPERSEDED SURVEY CONTROL
 AN1037
 AN1037  NGVD 29 (??/??/92)   66.26   (m)          217.4    (f) COMPUTED    2 0
 AN1037
 AN1037.Superseded values are not recommended for survey control.
 AN1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1037.See file dsdata.txt to determine how the superseded data were derived.
 AN1037
 AN1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS598964(NAD 83)
 AN1037_MARKER: DB = BENCH MARK DISK
 AN1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1037_SP_SET: CULVERT
 AN1037_STAMPING: Z 889 1943
 AN1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1037
 AN1037  HISTORY     - Date     Condition        Report By
 AN1037  HISTORY     - 1943     MONUMENTED       CGS
 AN1037  HISTORY     - 1990     GOOD             USPSQD
 AN1037
 AN1037                          STATION DESCRIPTION
 AN1037
 AN1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1037'15.45 MI N FROM GOLIAD.
 AN1037'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1037'HIGHWAY NO.29 AT GOLIAD-- PROCEED 15.45 MILES NORTHERLY ALONG STATE
 AN1037'HIGHWAY NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AN1037'SOUTH OF A SMALL FRAME HOUSE ON THE EAST SIDE OF HIGHWAY, AND ABOUT
 AN1037'0.15 MILE NORTH OF A TRACK ROAD CROSSING THE HIGHWAY.  IT IS 21.0 FEET
 AN1037'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND
 AN1037'SET HORIZONTALLY IN THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 AN1037'CULVERT.
 AN1037
 AN1037                          STATION RECOVERY (1990)
 AN1037
 AN1037'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1797 ***********************************************************************
 BK1797  DESIGNATION -  Z 89
 BK1797  PID         -  BK1797
 BK1797  STATE/COUNTY-  TX/JASPER
 BK1797  USGS QUAD   -  GIST (1984)
 BK1797
 BK1797                         *CURRENT SURVEY CONTROL
 BK1797  ___________________________________________________________________
 BK1797* NAD 83(1986)-  30 19 00.     (N)    093 55 03.     (W)     SCALED    
 BK1797* NAVD 88     -        12.44   (+/-2cm)      40.8    (feet)  VERTCON   
 BK1797  ___________________________________________________________________
 BK1797  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BK1797
 BK1797  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1797
 BK1797.The horizontal coordinates were scaled from a topographic map and have
 BK1797.an estimated accuracy of +/- 6 seconds.
 BK1797
 BK1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1797.The vertical order pertains to the NGVD 29 superseded value.
 BK1797
 BK1797.The geoid height was determined by GEOID03.
 BK1797
 BK1797;                    North         East    Units  Estimated Accuracy
 BK1797;SPC TX C     - 3,089,850.    1,316,690.      MT  (+/- 180 meters Scaled)
 BK1797
 BK1797                          SUPERSEDED SURVEY CONTROL
 BK1797
 BK1797  NGVD 29 (??/??/??)   12.403  (m)           40.69   (f) ADJUSTED    1 2
 BK1797
 BK1797.Superseded values are not recommended for survey control.
 BK1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1797.See file dsdata.txt to determine how the superseded data were derived.
 BK1797
 BK1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP117542(NAD 83)
 BK1797_MARKER: DB = BENCH MARK DISK
 BK1797_SETTING: 0 = UNSPECIFIED SETTING
 BK1797_STAMPING: 40.692 Z 89 1932
 BK1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1797+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004
 BK1797
 BK1797  HISTORY     - Date     Condition        Report By
 BK1797  HISTORY     - 1932     MONUMENTED       CGS
 BK1797  HISTORY     - 1976     MARK NOT FOUND   USGS
 BK1797  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1797  HISTORY     - 20040407 GOOD             INDIV
 BK1797
 BK1797                          STATION DESCRIPTION
 BK1797
 BK1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1797'8.2 MI N FROM MAURICEVILLE.
 BK1797'8.2 MILES NORTH OF THE STATION AT MAURICEVILLE ON THE ORANGE AND
 BK1797'NORTHWESTERN R.R., 25 WEST OF THE TRACK, 55 FEET EAST OF HIGHWAY NO.
 BK1797'62, 6 POLES NORTH OF MILE POLE NO. B 486, 3 POLES NORTH OF R.R.
 BK1797'TRESTLE NO. AND HIGHWAY CULVERT.
 BK1797
 BK1797                          STATION RECOVERY (1976)
 BK1797
 BK1797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BK1797'MARK NOT FOUND.
 BK1797
 BK1797                          STATION RECOVERY (1979)
 BK1797
 BK1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1797'MARK NOT FOUND.
 BK1797
 BK1797                          STATION RECOVERY (2004)
 BK1797
 BK1797'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (VTC)
 BK1797'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1182 ***********************************************************************
 BY1182  DESIGNATION -  Z 891
 BY1182  PID         -  BY1182
 BY1182  STATE/COUNTY-  TX/NACOGDOCHES
 BY1182  USGS QUAD   -  WODEN (1983)
 BY1182
 BY1182                         *CURRENT SURVEY CONTROL
 BY1182  ___________________________________________________________________
 BY1182* NAD 83(1986)-  31 36 35.     (N)    094 32 51.     (W)     SCALED    
 BY1182* NAVD 88     -       116.54   (+/-2cm)     382.3    (feet)  VERTCON   
 BY1182  ___________________________________________________________________
 BY1182  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1182
 BY1182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1182
 BY1182.The horizontal coordinates were scaled from a topographic map and have
 BY1182.an estimated accuracy of +/- 6 seconds.
 BY1182
 BY1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1182.The vertical order pertains to the NGVD 29 superseded value.
 BY1182
 BY1182.The geoid height was determined by GEOID03.
 BY1182
 BY1182;                    North         East    Units  Estimated Accuracy
 BY1182;SPC TX C     - 3,229,680.    1,248,740.      MT  (+/- 180 meters Scaled)
 BY1182
 BY1182                          SUPERSEDED SURVEY CONTROL
 BY1182
 BY1182  NGVD 29 (??/??/92)  116.593  (m)          382.52   (f) ADJ UNCH    2 0
 BY1182
 BY1182.Superseded values are not recommended for survey control.
 BY1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1182.See file dsdata.txt to determine how the superseded data were derived.
 BY1182
 BY1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ532982(NAD 83)
 BY1182_MARKER: DB = BENCH MARK DISK
 BY1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1182_STAMPING: Z 891 1948
 BY1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1182+STABILITY: SURFACE MOTION
 BY1182
 BY1182  HISTORY     - Date     Condition        Report By
 BY1182  HISTORY     - 1948     MONUMENTED       CGS
 BY1182  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1182
 BY1182                          STATION DESCRIPTION
 BY1182
 BY1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1182'4.0 MI W FROM SWIFT.
 BY1182'4.0 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1182'SWIFT, 0.85 MILE EAST OF BENCH MARK A 895, 397.0 FEET WEST OF A
 BY1182'JUNCTION OF DIRT ROAD LEADING SOUTH, 180.0 FEET NORTHEAST OF THE
 BY1182'NORTHEAST CORNER OF A CHURCH, 117.0 FEET SOUTH OF THE CENTER LINE OF
 BY1182'THE HIGHWAY, ABOUT 15.0 FEET SOUTHEAST OF CLUSTER OF 5 OAK TREES, 3.0
 BY1182'FEET NORTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE LINE WHICH IS
 BY1182'ON THE EAST SIDE OF THE LOT AND GROVE OF TREES IN FRONT OF A WHITE
 BY1182'FRAME CHURCH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY1182'FOOT ABOVE THE GROUND.
 BY1182
 BY1182                          STATION RECOVERY (1998)
 BY1182
 BY1182'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1040 ***********************************************************************
 BY1040  DESIGNATION -  Z 892
 BY1040  PID         -  BY1040
 BY1040  STATE/COUNTY-  TX/NACOGDOCHES
 BY1040  USGS QUAD   -  PLATT (1980)
 BY1040
 BY1040                         *CURRENT SURVEY CONTROL
 BY1040  ___________________________________________________________________
 BY1040* NAD 83(1986)-  31 29 43.     (N)    094 32 43.     (W)     SCALED    
 BY1040* NAVD 88     -        77.91   (+/-2cm)     255.6    (feet)  VERTCON   
 BY1040  ___________________________________________________________________
 BY1040  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BY1040
 BY1040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1040
 BY1040.The horizontal coordinates were scaled from a topographic map and have
 BY1040.an estimated accuracy of +/- 6 seconds.
 BY1040
 BY1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1040.The vertical order pertains to the NGVD 29 superseded value.
 BY1040
 BY1040.The geoid height was determined by GEOID03.
 BY1040
 BY1040;                    North         East    Units  Estimated Accuracy
 BY1040;SPC TX C     - 3,217,020.    1,249,610.      MT  (+/- 180 meters Scaled)
 BY1040
 BY1040                          SUPERSEDED SURVEY CONTROL
 BY1040
 BY1040  NGVD 29 (??/??/92)   77.970  (m)          255.81   (f) ADJ UNCH    2 0
 BY1040
 BY1040.Superseded values are not recommended for survey control.
 BY1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1040.See file dsdata.txt to determine how the superseded data were derived.
 BY1040
 BY1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ532855(NAD 83)
 BY1040_MARKER: DB = BENCH MARK DISK
 BY1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1040_STAMPING: Z 892 1948
 BY1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1040+STABILITY: SURFACE MOTION
 BY1040
 BY1040  HISTORY     - Date     Condition        Report By
 BY1040  HISTORY     - 1948     MONUMENTED       CGS
 BY1040  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1040
 BY1040                          STATION DESCRIPTION
 BY1040
 BY1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1040'2.55 MI SW FROM WODEN.
 BY1040'0.65 MILE NORTH ALONG FARM ROAD 226 FROM THE HIGH SCHOOL AT WODEN,
 BY1040'THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH
 BY1040'ALONG A GRADED DIRT ROAD, 0.1 MILE NORTH OF A ROAD JUNCTION, AT A
 BY1040'FARMHOUSE OWNED BY HAL STEVENS AND OCCUPIED BY J. L. BRUNER, 57.8 FEET
 BY1040'WEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 30.0 FEET EAST OF THE
 BY1040'CENTER LINE OF THE ROAD, 29.7 FEET SOUTHWEST OF A 20-INCH OAK TREE,
 BY1040'3.5 FEET EAST OF A FENCE CORNER, 1.9 FEET EAST OF A REFERENCE POST,
 BY1040'0.7 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY1040'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY1040
 BY1040                          STATION RECOVERY (1998)
 BY1040
 BY1040'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0175 ***********************************************************************
 BY0175  DESIGNATION -  Z 893
 BY0175  PID         -  BY0175
 BY0175  STATE/COUNTY-  TX/NACOGDOCHES
 BY0175  USGS QUAD   -  MARTINSVILLE (1984)
 BY0175
 BY0175                         *CURRENT SURVEY CONTROL
 BY0175  ___________________________________________________________________
 BY0175* NAD 83(1986)-  31 37 55.     (N)    094 24 34.     (W)     SCALED    
 BY0175* NAVD 88     -        73.56   (+/-2cm)     241.3    (feet)  VERTCON   
 BY0175  ___________________________________________________________________
 BY0175  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BY0175
 BY0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0175
 BY0175.The horizontal coordinates were scaled from a topographic map and have
 BY0175.an estimated accuracy of +/- 6 seconds.
 BY0175
 BY0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0175.The vertical order pertains to the NGVD 29 superseded value.
 BY0175
 BY0175.The geoid height was determined by GEOID03.
 BY0175
 BY0175;                    North         East    Units  Estimated Accuracy
 BY0175;SPC TX C     - 3,232,830.    1,261,690.      MT  (+/- 180 meters Scaled)
 BY0175
 BY0175                          SUPERSEDED SURVEY CONTROL
 BY0175
 BY0175  NGVD 29 (??/??/92)   73.588  (m)          241.43   (f) ADJ UNCH    2 0
 BY0175
 BY0175.Superseded values are not recommended for survey control.
 BY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0175.See file dsdata.txt to determine how the superseded data were derived.
 BY0175
 BY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR663005(NAD 83)
 BY0175_MARKER: DB = BENCH MARK DISK
 BY0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0175+STABILITY: SURFACE MOTION
 BY0175
 BY0175  HISTORY     - Date     Condition        Report By
 BY0175  HISTORY     - 1948     MONUMENTED       CGS
 BY0175  HISTORY     - 1956     GOOD             USGS
 BY0175  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0175
 BY0175                          STATION DESCRIPTION
 BY0175
 BY0175'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BY0175'0.9 MI SE FROM MARTINSVILLE.
 BY0175'0.9 MILES SE OF, 200 FT. EAST OF FARM ROAD 1274, 0.1 MILES WEST ALONG
 BY0175'OLD ROAD FROM BAKERS BRANCH AND 500 FT. NORTH OF WHERE OLD ROAD
 BY0175'CROSSES PRESENT HIGHWAY 110 FT. SW OF SMALL FEED SHED AND ON THE EAST
 BY0175'SIDE OF OLD ROAD, SET IN THE TOP OF A CONCRETE POST.
 BY0175
 BY0175                          STATION RECOVERY (1998)
 BY0175
 BY0175'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0222 ***********************************************************************
 BY0222  DESIGNATION -  Z 894
 BY0222  PID         -  BY0222
 BY0222  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0222  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0222
 BY0222                         *CURRENT SURVEY CONTROL
 BY0222  ___________________________________________________________________
 BY0222* NAD 83(1986)-  31 32 05.     (N)    094 13 04.     (W)     SCALED    
 BY0222* NAVD 88     -       134.92   (+/-2cm)     442.6    (feet)  VERTCON   
 BY0222  ___________________________________________________________________
 BY0222  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BY0222
 BY0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0222
 BY0222.The horizontal coordinates were scaled from a topographic map and have
 BY0222.an estimated accuracy of +/- 6 seconds.
 BY0222
 BY0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0222.The vertical order pertains to the NGVD 29 superseded value.
 BY0222
 BY0222.The geoid height was determined by GEOID03.
 BY0222
 BY0222;                    North         East    Units  Estimated Accuracy
 BY0222;SPC TX C     - 3,223,050.    1,280,440.      MT  (+/- 180 meters Scaled)
 BY0222
 BY0222                          SUPERSEDED SURVEY CONTROL
 BY0222
 BY0222  NGVD 29 (??/??/92)  134.945  (m)          442.73   (f) ADJ UNCH    2 0
 BY0222
 BY0222.Superseded values are not recommended for survey control.
 BY0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0222.See file dsdata.txt to determine how the superseded data were derived.
 BY0222
 BY0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ843895(NAD 83)
 BY0222_MARKER: DB = BENCH MARK DISK
 BY0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0222_STAMPING: Z 894 1949
 BY0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0222+STABILITY: SURFACE MOTION
 BY0222
 BY0222  HISTORY     - Date     Condition        Report By
 BY0222  HISTORY     - 1949     MONUMENTED       CGS
 BY0222
 BY0222                          STATION DESCRIPTION
 BY0222
 BY0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0222'2.55 MI N FROM DENNING.
 BY0222'1.7 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0222'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, THENCE 0.85 MILE NORTH ALONG
 BY0222'A GRADED DIRT ROAD, AT THE FARM HOME OF J. R. NICHOLS, 96.0 FEET EAST
 BY0222'OF THE CENTER LINE OF THE ROAD, 88.6 FEET NORTHWEST OF THE NORTHWEST
 BY0222'CORNER OF THE FARMHOUSE, 43.0 FEET SOUTH OF THE CENTER LINE OF A
 BY0222'PRIVATE DRIVE, 5.0 FEET EAST OF AN 8-INCH PINE TREE, 2.2 FEET WEST OF
 BY0222'A REFERENCE POST, 1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A
 BY0222'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0281 ***********************************************************************
 BY0281  DESIGNATION -  Z 895 RESET 1962
 BY0281  PID         -  BY0281
 BY0281  STATE/COUNTY-  TX/NACOGDOCHES
 BY0281  USGS QUAD   -  MELROSE (1984)
 BY0281
 BY0281                         *CURRENT SURVEY CONTROL
 BY0281  ___________________________________________________________________
 BY0281* NAD 83(1986)-  31 32 33.     (N)    094 26 30.     (W)     SCALED    
 BY0281* NAVD 88     -       103.85   (+/-2cm)     340.7    (feet)  VERTCON   
 BY0281  ___________________________________________________________________
 BY0281  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY0281
 BY0281  VERT ORDER  -  THIRD (See Below)
 BY0281
 BY0281.The horizontal coordinates were scaled from a topographic map and have
 BY0281.an estimated accuracy of +/- 6 seconds.
 BY0281
 BY0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0281.The vertical order pertains to the NGVD 29 superseded value.
 BY0281
 BY0281.The geoid height was determined by GEOID03.
 BY0281
 BY0281;                    North         East    Units  Estimated Accuracy
 BY0281;SPC TX C     - 3,222,760.    1,259,170.      MT  (+/- 180 meters Scaled)
 BY0281
 BY0281                          SUPERSEDED SURVEY CONTROL
 BY0281
 BY0281  NGVD 29 (01/29/03)  103.90   (m)          340.9    (f) RESET       3  
 BY0281
 BY0281.Superseded values are not recommended for survey control.
 BY0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0281.See file dsdata.txt to determine how the superseded data were derived.
 BY0281
 BY0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ631906(NAD 83)
 BY0281_MARKER: DB = BENCH MARK DISK
 BY0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0281_STAMPING: Z 895 RESET 1962
 BY0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0281+STABILITY: SURFACE MOTION
 BY0281
 BY0281  HISTORY     - Date     Condition        Report By
 BY0281  HISTORY     - 1962     MONUMENTED       CGS
 BY0281
 BY0281                          STATION DESCRIPTION
 BY0281
 BY0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BY0281'2.9 MI SE FROM MELROSE.
 BY0281'ABOUT 1.3 MILES EASTERLY ON STATE HIGHWAYS 7 AND 21 FROM THE POST
 BY0281'OFFICE IN NACOGDOCHES TO THE HIGHWAY JUNCTION, THENCE SOUTHEAST ALONG
 BY0281'STATE HIGHWAY 21 FOR 9.7 MILES TO THE VILLAGE OF MELROSE, THENCE
 BY0281'CONTINUE ON STATE HIGHWAY 21 FOR 2.9 MILES TO BENCH MARK, 77 FEET
 BY0281'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 130 FEET SOUTH OF THE DRIVEWAY
 BY0281'OF MR. GEORGE BROWN, 15 FEET SOUTHWEST OF THE SOUTHWEST HIGHWAY
 BY0281'RIGHT-OF-WAY, 1 FOOT SOUTHEAST OF A NORTHEAST-SOUTHWEST FENCE, AND 1
 BY0281'FOOT SOUTHWEST OF A METAL WITNESS POST.  A STANDARD DISK STAMPED Z 895
 BY0281'RESET 1962, SET IN A 12IN. X 12IN. CONCRETE POST WHICH PROJECTS ABOUT
 BY0281'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1493 ***********************************************************************
 BY1493  DESIGNATION -  Z 896 RESET 1957
 BY1493  PID         -  BY1493
 BY1493  STATE/COUNTY-  TX/HOUSTON
 BY1493  USGS QUAD   -  CENTRALIA (1950)
 BY1493
 BY1493                         *CURRENT SURVEY CONTROL
 BY1493  ___________________________________________________________________
 BY1493* NAD 83(1986)-  31 17 53.     (N)    095 06 03.     (W)     SCALED    
 BY1493* NAVD 88     -        95.70   (+/-2cm)     314.0    (feet)  VERTCON   
 BY1493  ___________________________________________________________________
 BY1493  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY1493
 BY1493  VERT ORDER  -  THIRD (See Below)
 BY1493
 BY1493.The horizontal coordinates were scaled from a topographic map and have
 BY1493.an estimated accuracy of +/- 6 seconds.
 BY1493
 BY1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1493.The vertical order pertains to the NGVD 29 superseded value.
 BY1493
 BY1493.The geoid height was determined by GEOID03.
 BY1493
 BY1493;                    North         East    Units  Estimated Accuracy
 BY1493;SPC TX C     - 3,192,560.    1,197,930.      MT  (+/- 180 meters Scaled)
 BY1493
 BY1493                          SUPERSEDED SURVEY CONTROL
 BY1493
 BY1493  NGVD 29 (??/??/??)   95.72   (m)          314.0    (f) RESET       3  
 BY1493
 BY1493.Superseded values are not recommended for survey control.
 BY1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1493.See file dsdata.txt to determine how the superseded data were derived.
 BY1493
 BY1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ000645(NAD 83)
 BY1493_MARKER: DB = BENCH MARK DISK
 BY1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1493_STAMPING: Z 896 RESET 1957
 BY1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1493+STABILITY: SURFACE MOTION
 BY1493
 BY1493  HISTORY     - Date     Condition        Report By
 BY1493  HISTORY     - 1957     MONUMENTED       TXHD
 BY1493  HISTORY     - 1958     GOOD             TXHD
 BY1493
 BY1493                          STATION DESCRIPTION
 BY1493
 BY1493'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 BY1493'7.1 MI NE FROM KENNARD.
 BY1493'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY FM 233 FROM THE JUNCTION WITH
 BY1493'STATE HIGHWAY 7 AT KENNARD, AT A CROSSROAD WITH NATIONAL FOREST ROAD
 BY1493'27, 128 FEET NORTH OF THE CENTERLINE OF FOREST ROAD 27, 50 FEET EAST
 BY1493'OF THE CENTERLINE OF HIGHWAY FM 233, AND SET IN THE TOP OF A CONCRETE
 BY1493'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2215 ***********************************************************************
 BY2215  DESIGNATION -  Z 897 RESET 1956
 BY2215  PID         -  BY2215
 BY2215  STATE/COUNTY-  TX/FREESTONE
 BY2215  USGS QUAD   -  BUTLER (1964)
 BY2215
 BY2215                         *CURRENT SURVEY CONTROL
 BY2215  ___________________________________________________________________
 BY2215* NAD 83(1986)-  31 39 47.     (N)    095 57 14.     (W)     SCALED    
 BY2215* NAVD 88     -       109.16   (+/-2cm)     358.1    (feet)  VERTCON   
 BY2215  ___________________________________________________________________
 BY2215  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BY2215
 BY2215  VERT ORDER  -  THIRD (See Below)
 BY2215
 BY2215.The horizontal coordinates were scaled from a topographic map and have
 BY2215.an estimated accuracy of +/- 6 seconds.
 BY2215
 BY2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2215.The vertical order pertains to the NGVD 29 superseded value.
 BY2215
 BY2215.The geoid height was determined by GEOID03.
 BY2215
 BY2215;                    North         East    Units  Estimated Accuracy
 BY2215;SPC TX C     - 3,229,490.    1,115,210.      MT  (+/- 180 meters Scaled)
 BY2215
 BY2215                          SUPERSEDED SURVEY CONTROL
 BY2215
 BY2215  NGVD 29 (01/29/03)  109.14   (m)          358.1    (f) RESET       3  
 BY2215
 BY2215.Superseded values are not recommended for survey control.
 BY2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2215.See file dsdata.txt to determine how the superseded data were derived.
 BY2215
 BY2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR199068(NAD 83)
 BY2215_MARKER: DB = BENCH MARK DISK
 BY2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2215_STAMPING: Z 897 RESET 1956
 BY2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2215+STABILITY: SURFACE MOTION
 BY2215
 BY2215  HISTORY     - Date     Condition        Report By
 BY2215  HISTORY     - 1956     MONUMENTED       CGS
 BY2215
 BY2215                          STATION DESCRIPTION
 BY2215
 BY2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BY2215'2.85 MI NW FROM BUTLER.
 BY2215'2.3 MI NW ALONG U.S. HIGHWAY NO. 84 FROM JINKINS GROCERY STORE AT
 BY2215'BUTLER SETTLEMENT TO THE V.R. HARDING STORE AT THE SOUTH SIDE OF THE
 BY2215'HIGHWAY, THEN SOUTH ON F.M. HIGHWAY 1980, 0.55 MILE TO BUTLER SCHOOL
 BY2215'ON THE LEFT AND THE B.M. ON THE RIGHT.  A STANDARD DISK STAMPED Z 897
 BY2215'RESET 1956 IN A CONC. MON. PROJ. ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0357 ***********************************************************************
 BZ0357  DESIGNATION -  Z 898
 BZ0357  PID         -  BZ0357
 BZ0357  STATE/COUNTY-  TX/LIMESTONE
 BZ0357  USGS QUAD   -  FARRAR (1966)
 BZ0357
 BZ0357                         *CURRENT SURVEY CONTROL
 BZ0357  ___________________________________________________________________
 BZ0357* NAD 83(1986)-  31 28 00.     (N)    096 17 20.     (W)     SCALED    
 BZ0357* NAVD 88     -       123.707  (meters)     405.86   (feet)  ADJUSTED  
 BZ0357  ___________________________________________________________________
 BZ0357  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 BZ0357  DYNAMIC HT  -         123.557 (meters)     405.37  (feet)  COMP
 BZ0357  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 BZ0357
 BZ0357  VERT ORDER  -  FIRST     CLASS II
 BZ0357
 BZ0357.The horizontal coordinates were scaled from a topographic map and have
 BZ0357.an estimated accuracy of +/- 6 seconds.
 BZ0357
 BZ0357.The orthometric height was determined by differential leveling
 BZ0357.and adjusted by the National Geodetic Survey in June 1991..
 BZ0357.WARNING-Repeat measurements at this control monument indicate possible
 BZ0357.vertical movement.
 BZ0357
 BZ0357.The geoid height was determined by GEOID03.
 BZ0357
 BZ0357.The dynamic height is computed by dividing the NAVD 88
 BZ0357.geopotential number by the normal gravity value computed on the
 BZ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0357.degrees latitude (g = 980.6199 gals.).
 BZ0357
 BZ0357.The modeled gravity was interpolated from observed gravity values.
 BZ0357
 BZ0357;                    North         East    Units  Estimated Accuracy
 BZ0357;SPC TX C     - 3,206,530.    1,084,250.      MT  (+/- 180 meters Scaled)
 BZ0357
 BZ0357                          SUPERSEDED SURVEY CONTROL
 BZ0357
 BZ0357  NGVD 29 (??/??/92)  123.672  (m)          405.75   (f) ADJ UNCH    1 2
 BZ0357
 BZ0357.Superseded values are not recommended for survey control.
 BZ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0357.See file dsdata.txt to determine how the superseded data were derived.
 BZ0357
 BZ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV575845(NAD 83)
 BZ0357_MARKER: DB = BENCH MARK DISK
 BZ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0357_STAMPING: Z 898 1948
 BZ0357_PROJECTION: PROJECTING 4 CENTIMETERS
 BZ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0357+STABILITY: SURFACE MOTION
 BZ0357
 BZ0357  HISTORY     - Date     Condition        Report By
 BZ0357  HISTORY     - 1948     MONUMENTED       CGS
 BZ0357  HISTORY     - 1952     GOOD             NGS
 BZ0357  HISTORY     - 1980     GOOD             NGS
 BZ0357
 BZ0357                          STATION DESCRIPTION
 BZ0357
 BZ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0357'0.8 MI NW FROM FARRAR.
 BZ0357'0.8 MILE NORTHWEST ALONG FARM ROAD 39 FROM THE POST OFFICE AT FARRAR,
 BZ0357'0.35 MILE SOUTHEAST OF A BRIDGE OVER SANDERS CREEK, AT THE SOUTHEAST
 BZ0357'END OF A LONG FILL, 51 FEET NORTHEAST OF THE CENTER LINE OF THE FARM
 BZ0357'ROAD, 10 FEET SOUTHEAST OF THE CENTER OF A WIRE GATE, 4 FEET NORTH OF
 BZ0357'A FENCE CORNER, 2 FEET NORTHEAST OF A WITNESS POST, 1.0 MILE SOUTHEAST
 BZ0357'OF BENCH MARK Y 898, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0357'0.3 FOOT ABOVE THE GROUND.
 BZ0357
 BZ0357                          STATION RECOVERY (1980)
 BZ0357
 BZ0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0357'6.4 KM. (3.95 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0357'STATE HIGHWAY 164 IN PERSONVILLE, 0.55 KM. (0.35 MI.) SOUTHEAST OF A
 BZ0357'BRIDGE OVER SANDERS CREEK, AT THE SOUTHEAST END OF A LONG FILL, AT A
 BZ0357'FIELD ROAD LEADING NORTH, 15.5 M. (51.0 FT.) NORTHEAST OF THE
 BZ0357'CENTERLINE OF THE ROAD, 3.0 M. (10.0 FT.) SOUTHEAST OF THE CENTER OF
 BZ0357'THE FIELD ROAD AND A WIRE GATE, 1.2 M. (4.0 FT.) NORTH OF A FENCE
 BZ0357'CORNER.
 BZ0357'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 BZ0357'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0086 ***********************************************************************
 BZ0086  DESIGNATION -  Z 899
 BZ0086  PID         -  BZ0086
 BZ0086  STATE/COUNTY-  TX/FREESTONE
 BZ0086  USGS QUAD   -  TEAGUE SOUTH (1982)
 BZ0086
 BZ0086                         *CURRENT SURVEY CONTROL
 BZ0086  ___________________________________________________________________
 BZ0086* NAD 83(1986)-  31 33 13.     (N)    096 15 41.     (W)     SCALED    
 BZ0086* NAVD 88     -       153.874  (meters)     504.83   (feet)  ADJUSTED  
 BZ0086  ___________________________________________________________________
 BZ0086  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0086  DYNAMIC HT  -         153.687 (meters)     504.22  (feet)  COMP
 BZ0086  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 BZ0086
 BZ0086  VERT ORDER  -  SECOND    CLASS 0
 BZ0086
 BZ0086.The horizontal coordinates were scaled from a topographic map and have
 BZ0086.an estimated accuracy of +/- 6 seconds.
 BZ0086
 BZ0086.The orthometric height was determined by differential leveling
 BZ0086.and adjusted by the National Geodetic Survey in June 1991..
 BZ0086
 BZ0086.The geoid height was determined by GEOID03.
 BZ0086
 BZ0086.The dynamic height is computed by dividing the NAVD 88
 BZ0086.geopotential number by the normal gravity value computed on the
 BZ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0086.degrees latitude (g = 980.6199 gals.).
 BZ0086
 BZ0086.The modeled gravity was interpolated from observed gravity values.
 BZ0086
 BZ0086;                    North         East    Units  Estimated Accuracy
 BZ0086;SPC TX C     - 3,216,260.    1,086,510.      MT  (+/- 180 meters Scaled)
 BZ0086
 BZ0086                          SUPERSEDED SURVEY CONTROL
 BZ0086
 BZ0086  NGVD 29 (??/??/92)  153.864  (m)          504.80   (f) ADJ UNCH    2 0
 BZ0086
 BZ0086.Superseded values are not recommended for survey control.
 BZ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0086.See file dsdata.txt to determine how the superseded data were derived.
 BZ0086
 BZ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV599942(NAD 83)
 BZ0086_MARKER: DB = BENCH MARK DISK
 BZ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0086_STAMPING: Z 899 1948
 BZ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0086+STABILITY: SURFACE MOTION
 BZ0086
 BZ0086  HISTORY     - Date     Condition        Report By
 BZ0086  HISTORY     - 1948     MONUMENTED       CGS
 BZ0086
 BZ0086                          STATION DESCRIPTION
 BZ0086
 BZ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0086'1.05 MI NW FROM FREESTONE.
 BZ0086'1.05 MILES NORTHWEST ALONG FARM HIGHWAY 80 FROM THE GRADE SCHOOL AT
 BZ0086'FREESTONE, 0.15 MILE WEST OF A FARMHOUSE, AT THE NORTHWEST CORNER OF A
 BZ0086'FENCED PASTURE, 56.1 FEET SOUTH OF AND 2.0 FEET HIGHER THAN THE CENTER
 BZ0086'LINE OF THE HIGHWAY, 12.2 FEET WEST OF A FENCE CORNER, 1.8 FEET EAST
 BZ0086'OF A WITNESS POST, 1.5 FEET NORTHEAST OF A WOVEN WIRE FENCE, SET IN
 BZ0086'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0353 ***********************************************************************
 FL0353  DESIGNATION -  Z 9
 FL0353  PID         -  FL0353
 FL0353  STATE/COUNTY-  TX/DONLEY
 FL0353  USGS QUAD   -  ROCKLEDGE (1964)
 FL0353
 FL0353                         *CURRENT SURVEY CONTROL
 FL0353  ___________________________________________________________________
 FL0353* NAD 83(1986)-  35 10 30.     (N)    100 49 11.     (W)     SCALED    
 FL0353* NAVD 88     -       965.881  (meters)    3168.89   (feet)  ADJUSTED  
 FL0353  ___________________________________________________________________
 FL0353  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL0353  DYNAMIC HT  -         964.783 (meters)    3165.29  (feet)  COMP
 FL0353  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 FL0353
 FL0353  VERT ORDER  -  FIRST     CLASS II
 FL0353
 FL0353.The horizontal coordinates were scaled from a topographic map and have
 FL0353.an estimated accuracy of +/- 6 seconds.
 FL0353
 FL0353.The orthometric height was determined by differential leveling
 FL0353.and adjusted by the National Geodetic Survey in June 1991..
 FL0353
 FL0353.The geoid height was determined by GEOID03.
 FL0353
 FL0353.The dynamic height is computed by dividing the NAVD 88
 FL0353.geopotential number by the normal gravity value computed on the
 FL0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0353.degrees latitude (g = 980.6199 gals.).
 FL0353
 FL0353.The modeled gravity was interpolated from observed gravity values.
 FL0353
 FL0353;                    North         East    Units  Estimated Accuracy
 FL0353;SPC TX N     - 1,130,560.      261,960.      MT  (+/- 180 meters Scaled)
 FL0353
 FL0353                          SUPERSEDED SURVEY CONTROL
 FL0353
 FL0353  NGVD 29 (??/??/92)  965.474  (m)         3167.56   (f) ADJ UNCH    1 2
 FL0353
 FL0353.Superseded values are not recommended for survey control.
 FL0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0353.See file dsdata.txt to determine how the superseded data were derived.
 FL0353
 FL0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD342939(NAD 83)
 FL0353_MARKER: P = PIPE CAP
 FL0353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL0353_STAMPING: Z 9 EL 3167.559 FT 1934
 FL0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0353
 FL0353  HISTORY     - Date     Condition        Report By
 FL0353  HISTORY     - 1934     MONUMENTED       CGS
 FL0353  HISTORY     - 1955     GOOD             NGS
 FL0353
 FL0353                          STATION DESCRIPTION
 FL0353
 FL0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0353'5.75 MI E FROM JERICHO.
 FL0353'5.75 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0353'FROM THE STATION SIGN AT JERICHO, 264 FEET SOUTH OF THE STATION SIGN
 FL0353'AT ROCKLEDGE, 0.3 MILE WEST OF BENCH MARK Z 354, 196.5 FEET SOUTHEAST
 FL0353'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 22 FEET NORTHWEST OF THE
 FL0353'CENTER LINE OF A TRACK ROAD, 1.4 FEET NORTHWEST OF A FENCE, 1.8 FEET
 FL0353'NORTHEAST OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON
 FL0353'PIPE WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1885 ***********************************************************************
 BK1885  DESIGNATION -  Z 90 RESET 1956
 BK1885  PID         -  BK1885
 BK1885  STATE/COUNTY-  TX/JASPER
 BK1885  USGS QUAD   -  JASPER EAST (1984)
 BK1885
 BK1885                         *CURRENT SURVEY CONTROL
 BK1885  ___________________________________________________________________
 BK1885* NAD 83(1986)-  30 54 59.     (N)    093 59 00.     (W)     SCALED    
 BK1885* NAVD 88     -        75.79   (+/-2cm)     248.7    (feet)  VERTCON   
 BK1885  ___________________________________________________________________
 BK1885  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BK1885
 BK1885  VERT ORDER  -  THIRD (See Below)
 BK1885
 BK1885.The horizontal coordinates were scaled from a topographic map and have
 BK1885.an estimated accuracy of +/- 6 seconds.
 BK1885
 BK1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1885.The vertical order pertains to the NGVD 29 superseded value.
 BK1885
 BK1885.The geoid height was determined by GEOID03.
 BK1885
 BK1885;                    North         East    Units  Estimated Accuracy
 BK1885;SPC TX C     - 3,155,860.    1,306,580.      MT  (+/- 180 meters Scaled)
 BK1885
 BK1885                          SUPERSEDED SURVEY CONTROL
 BK1885
 BK1885  NGVD 29 (??/??/??)   75.78   (m)          248.6    (f) RESET       3  
 BK1885
 BK1885.Superseded values are not recommended for survey control.
 BK1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1885.See file dsdata.txt to determine how the superseded data were derived.
 BK1885
 BK1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ060207(NAD 83)
 BK1885_MARKER: DB = BENCH MARK DISK
 BK1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1885_STAMPING: Z 90 RESET 1956
 BK1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1885+STABILITY: SURFACE MOTION
 BK1885
 BK1885  HISTORY     - Date     Condition        Report By
 BK1885  HISTORY     - 1956     MONUMENTED       CGS
 BK1885  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1885  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1885
 BK1885                          STATION DESCRIPTION
 BK1885
 BK1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BK1885'0.7 MI E FROM JASPER.
 BK1885'ABOUT 0.7 MILE EAST OF THE BUSINESS SECTION OF JASPER ALONG U.S.
 BK1885'HIGHWAY NO.190 AND THE G.C. AND S.F.R.R., ALONG THE WEST RIGHT-OF-WAY
 BK1885'OF THE RAILROAD AND 84 YARDS SOUTH OF THE SOUTH RIGHT-OF-WAY OF
 BK1885'HIGHWAY NO.190, 10 YARDS WEST OF THE WEST RAIL OF THE TRACKS, 22 YARDS
 BK1885'SOUTHWEST OF A WHISTLE POST, 25 YARDS EAST OF THE CENTERLINE OF THE
 BK1885'GRADED ROAD LEADING SOUTH ALONG THE WEST SIDE OF THE TRACKS AND ABOUT
 BK1885'5 FEET HIGHER THAN THE TRACKS.  A STANDARD DISK STAMPED Z 90 RESET
 BK1885'1956 IN A CONCRETE POST WHICH PROJECTS ABOUT 4 FEET.
 BK1885
 BK1885                          STATION RECOVERY (1978)
 BK1885
 BK1885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1885'MARK NOT FOUND.
 BK1885
 BK1885                          STATION RECOVERY (1979)
 BK1885
 BK1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0066 ***********************************************************************
 BM0066  DESIGNATION -  Z 900
 BM0066  PID         -  BM0066
 BM0066  STATE/COUNTY-  TX/GRIMES
 BM0066  USGS QUAD   -  NAVASOTA (1989)
 BM0066
 BM0066                         *CURRENT SURVEY CONTROL
 BM0066  ___________________________________________________________________
 BM0066* NAD 83(1986)-  30 24 18.     (N)    096 03 10.     (W)     SCALED    
 BM0066* NAVD 88     -        99.80   (+/-2cm)     327.4    (feet)  VERTCON   
 BM0066  ___________________________________________________________________
 BM0066  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BM0066
 BM0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0066
 BM0066.The horizontal coordinates were scaled from a topographic map and have
 BM0066.an estimated accuracy of +/- 6 seconds.
 BM0066
 BM0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0066.The vertical order pertains to the NGVD 29 superseded value.
 BM0066
 BM0066.The geoid height was determined by GEOID03.
 BM0066
 BM0066;                    North         East    Units  Estimated Accuracy
 BM0066;SPC TX C     - 3,089,760.    1,111,200.      MT  (+/- 180 meters Scaled)
 BM0066
 BM0066                          SUPERSEDED SURVEY CONTROL
 BM0066
 BM0066  NGVD 29 (??/??/92)   99.776  (m)          327.35   (f) ADJ UNCH    2 0
 BM0066
 BM0066.Superseded values are not recommended for survey control.
 BM0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0066.See file dsdata.txt to determine how the superseded data were derived.
 BM0066
 BM0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU831673(NAD 83)
 BM0066_MARKER: DB = BENCH MARK DISK
 BM0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0066_STAMPING: Z-900 1944
 BM0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0066+STABILITY: SURFACE MOTION
 BM0066
 BM0066  HISTORY     - Date     Condition        Report By
 BM0066  HISTORY     - 1944     MONUMENTED       CGS
 BM0066  HISTORY     - 1958     MARK NOT FOUND   USGS
 BM0066  HISTORY     - 19910622 MARK NOT FOUND   USPSQD
 BM0066  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0066  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BM0066
 BM0066                          STATION DESCRIPTION
 BM0066
 BM0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0066'2.4 MI NE FROM NAVASOTA.
 BM0066'ABOUT 2.4 MILES NORTHEAST ALONG HIGHWAY 90 FROM THE JUNCTIONS OF
 BM0066'HIGHWAYS 6 AND 90 AT NAVASOTA GRIMES COUNTY, AT THE GATE ENTRANCE TO
 BM0066'THE NAVASOTA INTERMEDIATE FIELD, 62 FEET SOUTH OF CENTER LINE OF
 BM0066'HIGHWAY, 20 FEET WEST OF CENTER LINE OF ROAD TO THE FIELD, 8.5 FEET
 BM0066'SOUTH OF A POWER LINE POLE, 1.5 FEET NORTH OF MARKER POST, A STANDARD
 BM0066'IRON DISK, STAMPED Z-900 1944, SET IN THE TOP OF A CONCRETE POST,
 BM0066'PROJECTING 3 INCHES ABOVE THE GROUND.
 BM0066
 BM0066                          STATION RECOVERY (1958)
 BM0066
 BM0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BM0066'MARK NOT FOUND.
 BM0066
 BM0066                          STATION RECOVERY (1991)
 BM0066
 BM0066'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0066'MARK NOT FOUND.
 BM0066
 BM0066                          STATION RECOVERY (1994)
 BM0066
 BM0066'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0066'MARK NOT FOUND.
 BM0066
 BM0066                          STATION RECOVERY (1999)
 BM0066
 BM0066'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0156 ***********************************************************************
 DN0156  DESIGNATION -  Z 901
 DN0156  PID         -  DN0156
 DN0156  STATE/COUNTY-  TX/HUNT
 DN0156  USGS QUAD   -  GREENVILLE SE (1962)
 DN0156
 DN0156                         *CURRENT SURVEY CONTROL
 DN0156  ___________________________________________________________________
 DN0156* NAD 83(1986)-  33 04 16.     (N)    096 04 55.     (W)     SCALED    
 DN0156* NAVD 88     -       160.071  (meters)     525.17   (feet)  ADJUSTED  
 DN0156  ___________________________________________________________________
 DN0156  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DN0156  DYNAMIC HT  -         159.896 (meters)     524.59  (feet)  COMP
 DN0156  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 DN0156
 DN0156  VERT ORDER  -  FIRST     CLASS II
 DN0156
 DN0156.The horizontal coordinates were scaled from a topographic map and have
 DN0156.an estimated accuracy of +/- 6 seconds.
 DN0156
 DN0156.The orthometric height was determined by differential leveling
 DN0156.and adjusted by the National Geodetic Survey in June 1991..
 DN0156.WARNING-Repeat measurements at this control monument indicate possible
 DN0156.vertical movement.
 DN0156
 DN0156.The geoid height was determined by GEOID03.
 DN0156
 DN0156.The dynamic height is computed by dividing the NAVD 88
 DN0156.geopotential number by the normal gravity value computed on the
 DN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0156.degrees latitude (g = 980.6199 gals.).
 DN0156
 DN0156.The modeled gravity was interpolated from observed gravity values.
 DN0156
 DN0156;                    North         East    Units  Estimated Accuracy
 DN0156;SPC TXNC     - 2,158,340.      825,750.      MT  (+/- 180 meters Scaled)
 DN0156
 DN0156                          SUPERSEDED SURVEY CONTROL
 DN0156
 DN0156  NGVD 29 (??/??/92)  160.060  (m)          525.13   (f) ADJ UNCH    1 2
 DN0156
 DN0156.Superseded values are not recommended for survey control.
 DN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0156.See file dsdata.txt to determine how the superseded data were derived.
 DN0156
 DN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB724629(NAD 83)
 DN0156_MARKER: DB = BENCH MARK DISK
 DN0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0156_STAMPING: Z 901 1945
 DN0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0156+STABILITY: SURFACE MOTION
 DN0156
 DN0156  HISTORY     - Date     Condition        Report By
 DN0156  HISTORY     - 1945     MONUMENTED       CGS
 DN0156  HISTORY     - 1959     GOOD             NGS
 DN0156  HISTORY     - 19940421 GOOD             USPSQD
 DN0156
 DN0156                          STATION DESCRIPTION
 DN0156
 DN0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0156'5.9 MI SE FROM GREENVILLE.
 DN0156'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0156'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 DN0156'U. S. HIGHWAY 69 TO A CEMETERY, THENCE ABOUT 3.5 MILES SOUTH-SOUTHEAST
 DN0156'ALONG A PAVED ROAD TO THE SAND OAKS COUNTRY CLUB, ABOUT 0.35 MILE
 DN0156'SOUTHWEST OF THE ENTRANCE ROAD TO THE TEMCO AIRCRAFT CORPORATION, 246
 DN0156'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE COUNTRY CLUB BUILDING,
 DN0156'40 FEET WEST OF THE CENTER LINE OF THE ENTRANCE TO THE COUNTRY CLUB,
 DN0156'40 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD, 3 FEET NORTHWEST OF
 DN0156'A FENCE CORNER POST, 1.5 FEET EAST OF A METAL WITNESS POST, AND IN THE
 DN0156'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DN0156
 DN0156                          STATION RECOVERY (1994)
 DN0156
 DN0156'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0304 ***********************************************************************
 DN0304  DESIGNATION -  Z 902
 DN0304  PID         -  DN0304
 DN0304  STATE/COUNTY-  TX/GRAYSON
 DN0304  USGS QUAD   -  GUNTER (1974)
 DN0304
 DN0304                         *CURRENT SURVEY CONTROL
 DN0304  ___________________________________________________________________
 DN0304* NAD 83(1986)-  33 27 39.     (N)    096 44 19.     (W)     SCALED    
 DN0304* NAVD 88     -       223.275  (meters)     732.53   (feet)  ADJUSTED  
 DN0304  ___________________________________________________________________
 DN0304  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 DN0304  DYNAMIC HT  -         223.041 (meters)     731.76  (feet)  COMP
 DN0304  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 DN0304
 DN0304  VERT ORDER  -  SECOND    CLASS 0
 DN0304
 DN0304.The horizontal coordinates were scaled from a topographic map and have
 DN0304.an estimated accuracy of +/- 6 seconds.
 DN0304
 DN0304.The orthometric height was determined by differential leveling
 DN0304.and adjusted by the National Geodetic Survey in June 1991..
 DN0304
 DN0304.The geoid height was determined by GEOID03.
 DN0304
 DN0304.The dynamic height is computed by dividing the NAVD 88
 DN0304.geopotential number by the normal gravity value computed on the
 DN0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0304.degrees latitude (g = 980.6199 gals.).
 DN0304
 DN0304.The modeled gravity was interpolated from observed gravity values.
 DN0304
 DN0304;                    North         East    Units  Estimated Accuracy
 DN0304;SPC TXNC     - 2,200,330.      763,720.      MT  (+/- 180 meters Scaled)
 DN0304
 DN0304                          SUPERSEDED SURVEY CONTROL
 DN0304
 DN0304  NGVD 29 (??/??/92)  223.279  (m)          732.54   (f) ADJ UNCH    2 0
 DN0304
 DN0304.Superseded values are not recommended for survey control.
 DN0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0304.See file dsdata.txt to determine how the superseded data were derived.
 DN0304
 DN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC101046(NAD 83)
 DN0304_MARKER: DB = BENCH MARK DISK
 DN0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0304_SP_SET: CULVERT
 DN0304_STAMPING: Z 902 1945
 DN0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0304
 DN0304  HISTORY     - Date     Condition        Report By
 DN0304  HISTORY     - 1945     MONUMENTED       CGS
 DN0304  HISTORY     - 1952     GOOD             NGS
 DN0304  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0304
 DN0304                          STATION DESCRIPTION
 DN0304
 DN0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0304'0.9 MI N FROM GUNTER.
 DN0304'0.9 MILE NORTH ALONG STATE HIGHWAY 289 FROM THE HIGH SCHOOL AT GUNTER,
 DN0304'16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 DN0304'SOUTH END OF THE EAST HEADWALL OF A 4 X 20 FOOT CONCRETE CULVERT UNDER
 DN0304'THE HIGHWAY.
 DN0304
 DN0304                          STATION RECOVERY (1999)
 DN0304
 DN0304'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0020 ***********************************************************************
 CC0020  DESIGNATION -  Z 903
 CC0020  PID         -  CC0020
 CC0020  STATE/COUNTY-  TX/MIDLAND
 CC0020  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0020
 CC0020                         *CURRENT SURVEY CONTROL
 CC0020  ___________________________________________________________________
 CC0020* NAD 83(1986)-  31 56 24.     (N)    102 10 52.     (W)     SCALED    
 CC0020* NAVD 88     -       877.116  (meters)    2877.67   (feet)  ADJUSTED  
 CC0020  ___________________________________________________________________
 CC0020  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CC0020  DYNAMIC HT  -         875.877 (meters)    2873.61  (feet)  COMP
 CC0020  MODELED GRAV-     979,197.8   (mgal)                       NAVD 88
 CC0020
 CC0020  VERT ORDER  -  FIRST     CLASS II
 CC0020
 CC0020.The horizontal coordinates were scaled from a topographic map and have
 CC0020.an estimated accuracy of +/- 6 seconds.
 CC0020
 CC0020.The orthometric height was determined by differential leveling
 CC0020.and adjusted by the National Geodetic Survey in June 1991..
 CC0020
 CC0020.The geoid height was determined by GEOID03.
 CC0020
 CC0020.The dynamic height is computed by dividing the NAVD 88
 CC0020.geopotential number by the normal gravity value computed on the
 CC0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0020.degrees latitude (g = 980.6199 gals.).
 CC0020
 CC0020.The modeled gravity was interpolated from observed gravity values.
 CC0020
 CC0020;                    North         East    Units  Estimated Accuracy
 CC0020;SPC TX C     - 3,253,480.      525,290.      MT  (+/- 180 meters Scaled)
 CC0020
 CC0020                          SUPERSEDED SURVEY CONTROL
 CC0020
 CC0020  NGVD 29 (??/??/92)  876.730  (m)         2876.41   (f) ADJ UNCH    1 2
 CC0020
 CC0020.Superseded values are not recommended for survey control.
 CC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0020.See file dsdata.txt to determine how the superseded data were derived.
 CC0020
 CC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR664372(NAD 83)
 CC0020_MARKER: DB = BENCH MARK DISK
 CC0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0020_SP_SET: CONCRETE BASE
 CC0020_STAMPING: Z 903 1945
 CC0020_MARK LOGO: CGS   
 CC0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0020
 CC0020  HISTORY     - Date     Condition        Report By
 CC0020  HISTORY     - 1945     MONUMENTED       CGS
 CC0020  HISTORY     - 1956     GOOD             NGS
 CC0020  HISTORY     - 1982     GOOD             NGS
 CC0020
 CC0020                          STATION DESCRIPTION
 CC0020
 CC0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0020'7.35 MI SW FROM MIDLAND.
 CC0020'7.35 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0020'STATION AT MIDLAND, 12 POLES NORTHEAST OF MILEPOST 561, 8.3 FEET
 CC0020'SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE WEST CORNER OF
 CC0020'THE CONCRETE BASE OF SEMAPHORE 5606.
 CC0020
 CC0020                          STATION RECOVERY (1982)
 CC0020
 CC0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0020'12.0 KM (7.45 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0020'FROM THE POST OFFICE IN MIDLAND, IN TOP OF THE BASE OF SIGNAL NUMBER
 CC0020'5606 AND 2.5 METERS (8.2 FT) SOUTHEAST OF THE NEAR RAIL.
 CC0020'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0238 ***********************************************************************
 CC0238  DESIGNATION -  Z 904
 CC0238  PID         -  CC0238
 CC0238  STATE/COUNTY-  TX/WARD
 CC0238  USGS QUAD   -  MONAHANS (1981)
 CC0238
 CC0238                         *CURRENT SURVEY CONTROL
 CC0238  ___________________________________________________________________
 CC0238* NAD 83(1986)-  31 34 11.     (N)    102 59 05.     (W)     SCALED    
 CC0238* NAVD 88     -       814.141  (meters)    2671.06   (feet)  ADJUSTED  
 CC0238  ___________________________________________________________________
 CC0238  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 CC0238  DYNAMIC HT  -         813.002 (meters)    2667.32  (feet)  COMP
 CC0238  MODELED GRAV-     979,213.4   (mgal)                       NAVD 88
 CC0238
 CC0238  VERT ORDER  -  FIRST     CLASS II
 CC0238
 CC0238.The horizontal coordinates were scaled from a topographic map and have
 CC0238.an estimated accuracy of +/- 6 seconds.
 CC0238
 CC0238.The orthometric height was determined by differential leveling
 CC0238.and adjusted by the National Geodetic Survey in June 1991..
 CC0238
 CC0238.The geoid height was determined by GEOID03.
 CC0238
 CC0238.The dynamic height is computed by dividing the NAVD 88
 CC0238.geopotential number by the normal gravity value computed on the
 CC0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0238.degrees latitude (g = 980.6199 gals.).
 CC0238
 CC0238.The modeled gravity was interpolated from observed gravity values.
 CC0238
 CC0238;                    North         East    Units  Estimated Accuracy
 CC0238;SPC TX C     - 3,213,970.      448,340.      MT  (+/- 180 meters Scaled)
 CC0238
 CC0238                          SUPERSEDED SURVEY CONTROL
 CC0238
 CC0238  NGVD 29 (??/??/92)  813.814  (m)         2669.99   (f) ADJ UNCH    1 2
 CC0238
 CC0238.Superseded values are not recommended for survey control.
 CC0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0238.See file dsdata.txt to determine how the superseded data were derived.
 CC0238
 CC0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ912945(NAD 83)
 CC0238_MARKER: DB = BENCH MARK DISK
 CC0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0238_STAMPING: Z 904 1945
 CC0238_MARK LOGO: CGS   
 CC0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0238+STABILITY: SURFACE MOTION
 CC0238
 CC0238  HISTORY     - Date     Condition        Report By
 CC0238  HISTORY     - 1945     MONUMENTED       CGS
 CC0238  HISTORY     - 1956     GOOD             NGS
 CC0238  HISTORY     - 1981     GOOD             NGS
 CC0238
 CC0238                          STATION DESCRIPTION
 CC0238
 CC0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0238'1.0 MI E FROM WICKETT.
 CC0238'1.0 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0238'WICKETT, WARD COUNTY, TWO POLES WEST OF MILEPOST 615, AT SEMAPHORE
 CC0238'615.1, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, 10
 CC0238'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET HIGHER
 CC0238'THAN THE TRACK.  AN IRON BENCH-MARK DISK.
 CC0238
 CC0238                          STATION RECOVERY (1981)
 CC0238
 CC0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0238'9.2 KM (5.7 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CC0238'ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 2 POLES SOUTHWEST OF
 CC0238'MILE POST 615, IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF
 CC0238'SEMAPHORE NUMBER 6151, 30.8 METERS (101.0 FT) NORTH-NORTHWEST OF THE
 CC0238'CENTERLINE OF U.S. HIGHWAY 80, AND 2.4 METERS (8.0 FT)
 CC0238'SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0238'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0024 ***********************************************************************
 DQ0024  DESIGNATION -  Z 905
 DQ0024  PID         -  DQ0024
 DQ0024  STATE/COUNTY-  TX/LUBBOCK
 DQ0024  USGS QUAD   -  WOLFFORTH (1985)
 DQ0024
 DQ0024                         *CURRENT SURVEY CONTROL
 DQ0024  ___________________________________________________________________
 DQ0024* NAD 83(1986)-  33 35 38.     (N)    102 01 35.     (W)     SCALED    
 DQ0024* NAVD 88     -      1013.571  (meters)    3325.36   (feet)  ADJUSTED  
 DQ0024  ___________________________________________________________________
 DQ0024  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DQ0024  DYNAMIC HT  -        1012.255 (meters)    3321.04  (feet)  COMP
 DQ0024  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 DQ0024
 DQ0024  VERT ORDER  -  SECOND    CLASS 0
 DQ0024
 DQ0024.The horizontal coordinates were scaled from a topographic map and have
 DQ0024.an estimated accuracy of +/- 6 seconds.
 DQ0024
 DQ0024.The orthometric height was determined by differential leveling
 DQ0024.and adjusted by the National Geodetic Survey in June 1991..
 DQ0024
 DQ0024.The geoid height was determined by GEOID03.
 DQ0024
 DQ0024.The dynamic height is computed by dividing the NAVD 88
 DQ0024.geopotential number by the normal gravity value computed on the
 DQ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0024.degrees latitude (g = 980.6199 gals.).
 DQ0024
 DQ0024.The modeled gravity was interpolated from observed gravity values.
 DQ0024
 DQ0024;                    North         East    Units  Estimated Accuracy
 DQ0024;SPC TXNC     - 2,219,210.      272,760.      MT  (+/- 180 meters Scaled)
 DQ0024
 DQ0024                          SUPERSEDED SURVEY CONTROL
 DQ0024
 DQ0024  NGVD 29 (??/??/92) 1013.192  (m)         3324.11   (f) ADJ UNCH    2 0
 DQ0024
 DQ0024.Superseded values are not recommended for survey control.
 DQ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0024.See file dsdata.txt to determine how the superseded data were derived.
 DQ0024
 DQ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT759210(NAD 83)
 DQ0024_MARKER: DB = BENCH MARK DISK
 DQ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0024_STAMPING: Z 905 1945
 DQ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0024+STABILITY: SURFACE MOTION
 DQ0024
 DQ0024  HISTORY     - Date     Condition        Report By
 DQ0024  HISTORY     - 1945     MONUMENTED       CGS
 DQ0024
 DQ0024                          STATION DESCRIPTION
 DQ0024
 DQ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DQ0024'8.1 MI E FROM SMYER.
 DQ0024'IN LUBBOCK COUNTY, 8.1 MILES EAST ALONG STATE HIGHWAY 290 FROM THE
 DQ0024'PANHANDLE AND SANTA FE RAILWAY STATION AT SMYER, HOCKLEY COUNTY, 1.1
 DQ0024'MILES NORTH ALONG AN ASPHALT ROAD.  AT THE EAST OR MAIN ENTRANCE TO
 DQ0024'REESE AIR FORCE BASE, 92 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 DQ0024'GATEHOUSE, 81 FEET NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE, 45
 DQ0024'FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 20 FEET NORTH OF A STEEL
 DQ0024'FENCE CORNER, 2 FEET EAST OF A FENCE, AND 1 FOOT NORTH OF A WHITE
 DQ0024'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Z 905 1945 AND SET IN
 DQ0024'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2079 ***********************************************************************
 CS2079  DESIGNATION -  Z 906
 CS2079  PID         -  CS2079
 CS2079  STATE/COUNTY-  TX/ELLIS
 CS2079  USGS QUAD   -  MAYPEARL (1978)
 CS2079
 CS2079                         *CURRENT SURVEY CONTROL
 CS2079  ___________________________________________________________________
 CS2079* NAD 83(1986)-  32 17 59.     (N)    097 05 27.     (W)     SCALED    
 CS2079* NAVD 88     -       184.291  (meters)     604.63   (feet)  ADJUSTED  
 CS2079  ___________________________________________________________________
 CS2079  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CS2079  DYNAMIC HT  -         184.069 (meters)     603.90  (feet)  COMP
 CS2079  MODELED GRAV-     979,434.0   (mgal)                       NAVD 88
 CS2079
 CS2079  VERT ORDER  -  SECOND    CLASS 0
 CS2079
 CS2079.The horizontal coordinates were scaled from a topographic map and have
 CS2079.an estimated accuracy of +/- 6 seconds.
 CS2079
 CS2079.The orthometric height was determined by differential leveling
 CS2079.and adjusted by the National Geodetic Survey in June 1991..
 CS2079
 CS2079.The geoid height was determined by GEOID03.
 CS2079
 CS2079.The dynamic height is computed by dividing the NAVD 88
 CS2079.geopotential number by the normal gravity value computed on the
 CS2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2079.degrees latitude (g = 980.6199 gals.).
 CS2079
 CS2079.The modeled gravity was interpolated from observed gravity values.
 CS2079
 CS2079;                    North         East    Units  Estimated Accuracy
 CS2079;SPC TXNC     - 2,071,090.      732,710.      MT  (+/- 180 meters Scaled)
 CS2079
 CS2079                          SUPERSEDED SURVEY CONTROL
 CS2079
 CS2079  NGVD 29 (??/??/92)  184.266  (m)          604.55   (f) ADJ UNCH    2 0
 CS2079
 CS2079.Superseded values are not recommended for survey control.
 CS2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2079.See file dsdata.txt to determine how the superseded data were derived.
 CS2079
 CS2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA797752(NAD 83)
 CS2079_MARKER: DB = BENCH MARK DISK
 CS2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2079_STAMPING: Z 906 1946
 CS2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2079+STABILITY: SURFACE MOTION
 CS2079
 CS2079  HISTORY     - Date     Condition        Report By
 CS2079  HISTORY     - 1946     MONUMENTED       CGS
 CS2079  HISTORY     - 1947     GOOD             NGS
 CS2079
 CS2079                          STATION DESCRIPTION
 CS2079
 CS2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS2079'6.1 MI NE FROM GRANDVIEW.
 CS2079'6.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE RAILROAD STATION AT
 CS2079'GRANDVIEW, AT A POINT WHERE THE GRAVEL ROAD TURNS SOUTHEAST, 105 FEET
 CS2079'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 16 FEET SOUTHWEST OF THE
 CS2079'CENTER LINE OF A DIRT TRACK ROAD LEADING NORTHEAST, 5 FEET SOUTHEAST
 CS2079'OF A FENCE CORNER, 3 FEET NORTHWEST OF A 4X4 MARKER POST, 2 FEET
 CS2079'SOUTHWEST OF A FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS2079'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0969 ***********************************************************************
 CS0969  DESIGNATION -  Z 907
 CS0969  PID         -  CS0969
 CS0969  STATE/COUNTY-  TX/HILL
 CS0969  USGS QUAD   -  MERTENS (1965)
 CS0969
 CS0969                         *CURRENT SURVEY CONTROL
 CS0969  ___________________________________________________________________
 CS0969* NAD 83(1986)-  32 02 32.     (N)    096 58 23.     (W)     SCALED    
 CS0969* NAVD 88     -       188.831  (meters)     619.52   (feet)  ADJUSTED  
 CS0969  ___________________________________________________________________
 CS0969  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CS0969  DYNAMIC HT  -         188.601 (meters)     618.77  (feet)  COMP
 CS0969  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 CS0969
 CS0969  VERT ORDER  -  SECOND    CLASS 0
 CS0969
 CS0969.The horizontal coordinates were scaled from a topographic map and have
 CS0969.an estimated accuracy of +/- 6 seconds.
 CS0969
 CS0969.The orthometric height was determined by differential leveling
 CS0969.and adjusted by the National Geodetic Survey in June 1991..
 CS0969
 CS0969.The geoid height was determined by GEOID03.
 CS0969
 CS0969.The dynamic height is computed by dividing the NAVD 88
 CS0969.geopotential number by the normal gravity value computed on the
 CS0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0969.degrees latitude (g = 980.6199 gals.).
 CS0969
 CS0969.The modeled gravity was interpolated from observed gravity values.
 CS0969
 CS0969;                    North         East    Units  Estimated Accuracy
 CS0969;SPC TXNC     - 2,042,700.      744,220.      MT  (+/- 180 meters Scaled)
 CS0969
 CS0969                          SUPERSEDED SURVEY CONTROL
 CS0969
 CS0969  NGVD 29 (??/??/92)  188.798  (m)          619.41   (f) ADJ UNCH    2 0
 CS0969
 CS0969.Superseded values are not recommended for survey control.
 CS0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0969.See file dsdata.txt to determine how the superseded data were derived.
 CS0969
 CS0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA913469(NAD 83)
 CS0969_MARKER: DB = BENCH MARK DISK
 CS0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0969_STAMPING: Z 907 1946
 CS0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0969+STABILITY: SURFACE MOTION
 CS0969
 CS0969  HISTORY     - Date     Condition        Report By
 CS0969  HISTORY     - 1946     MONUMENTED       CGS
 CS0969  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS0969
 CS0969                          STATION DESCRIPTION
 CS0969
 CS0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0969'0.6 MI W FROM BRANDON.
 CS0969'BENCH MARK IS LOCATED ABOUT 0.6 MILE WEST OF BRANDON ALONG STATE
 CS0969'HIGHWAY NO. 22, 45 FEET NORTH OF THE CENTER OF THE HIGHWAY, 150 FEET
 CS0969'WEST OF A CULVERT, 2 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET WEST OF
 CS0969'A 4X4 INCH WHITE WITNESS POST.  IT IS A DISK SET IN A CONCRETE POST
 CS0969'WHICH PROJECTS ABOUT 3 INCHES.
 CS0969
 CS0969                          STATION RECOVERY (1999)
 CS0969
 CS0969'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0719 ***********************************************************************
 AY0719  DESIGNATION -  Z 908
 AY0719  PID         -  AY0719
 AY0719  STATE/COUNTY-  TX/BEXAR
 AY0719  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0719
 AY0719                         *CURRENT SURVEY CONTROL
 AY0719  ___________________________________________________________________
 AY0719* NAD 83(1986)-  29 29 31.     (N)    098 31 09.     (W)     SCALED    
 AY0719* NAVD 88     -       229.951  (meters)     754.43   (feet)  POSTED    
 AY0719  ___________________________________________________________________
 AY0719  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AY0719  DYNAMIC HT  -         229.620 (meters)     753.35  (feet)  COMP
 AY0719  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AY0719
 AY0719  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY0719
 AY0719.The horizontal coordinates were scaled from a topographic map and have
 AY0719.an estimated accuracy of +/- 6 seconds.
 AY0719
 AY0719.The orthometric height was determined by differential leveling
 AY0719.and adjusted by the National Geodetic Survey in 1992..
 AY0719.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY0719.rate of 3.1 thru 4.0 mm/km.
 AY0719
 AY0719.The geoid height was determined by GEOID03.
 AY0719
 AY0719.The dynamic height is computed by dividing the NAVD 88
 AY0719.geopotential number by the normal gravity value computed on the
 AY0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0719.degrees latitude (g = 980.6199 gals.).
 AY0719
 AY0719.The modeled gravity was interpolated from observed gravity values.
 AY0719
 AY0719;                    North         East    Units  Estimated Accuracy
 AY0719;SPC TXSC     - 4,183,910.      646,620.      MT  (+/- 180 meters Scaled)
 AY0719
 AY0719                          SUPERSEDED SURVEY CONTROL
 AY0719
 AY0719  NGVD 29 (??/??/92)  229.818  (m)          753.99   (f) ADJ UNCH    1 2
 AY0719
 AY0719.Superseded values are not recommended for survey control.
 AY0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0719.See file dsdata.txt to determine how the superseded data were derived.
 AY0719
 AY0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT466625(NAD 83)
 AY0719_MARKER: DB = BENCH MARK DISK
 AY0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0719_STAMPING: Z 908 1944
 AY0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0719+STABILITY: SURFACE MOTION
 AY0719
 AY0719  HISTORY     - Date     Condition        Report By
 AY0719  HISTORY     - 1944     MONUMENTED       CGS
 AY0719  HISTORY     - 1953     GOOD             NGS
 AY0719  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0719  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0719  HISTORY     - 19950516 MARK NOT FOUND   USPSQD
 AY0719
 AY0719                          STATION DESCRIPTION
 AY0719
 AY0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0719'5.0 MI N FROM SAN ANTONIO.
 AY0719'5.0 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0719'CROSSING OF WEST COMMERCE STREET AT SAN ANTONIO, 1 1/2 POLES NORTH OF
 AY0719'MILEPOST 244, 21 FEET WEST OF THE WEST RAIL, 15 FEET NORTH OF A
 AY0719'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AY0719'FOOT ABOVE THE GROUND.
 AY0719
 AY0719                          STATION RECOVERY (1967)
 AY0719
 AY0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0719'MARK NOT FOUND.
 AY0719
 AY0719                          STATION RECOVERY (1982)
 AY0719
 AY0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0719'SEARCHED FOR AND NOT RECOVERED, HAS BEEN BULLDOZED IN THE AREA.
 AY0719
 AY0719                          STATION RECOVERY (1995)
 AY0719
 AY0719'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0403 ***********************************************************************
 AH0403  DESIGNATION -  Z 909
 AH0403  PID         -  AH0403
 AH0403  STATE/COUNTY-  TX/NUECES
 AH0403  USGS QUAD   -  OSO CREEK NE (1975)
 AH0403
 AH0403                         *CURRENT SURVEY CONTROL
 AH0403  ___________________________________________________________________
 AH0403* NAD 83(1986)-  27 41 51.     (N)    097 16 03.     (W)     SCALED    
 AH0403* NAVD 88     -         5.075  (meters)      16.65   (feet)  ADJUSTED  
 AH0403  ___________________________________________________________________
 AH0403  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH0403  DYNAMIC HT  -           5.067 (meters)      16.62  (feet)  COMP
 AH0403  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 AH0403
 AH0403  VERT ORDER  -  FIRST     CLASS II
 AH0403
 AH0403.The horizontal coordinates were scaled from a topographic map and have
 AH0403.an estimated accuracy of +/- 6 seconds.
 AH0403
 AH0403.The orthometric height was determined by differential leveling
 AH0403.and adjusted by the National Geodetic Survey in December 1997..
 AH0403
 AH0403.The geoid height was determined by GEOID03.
 AH0403
 AH0403.The dynamic height is computed by dividing the NAVD 88
 AH0403.geopotential number by the normal gravity value computed on the
 AH0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0403.degrees latitude (g = 980.6199 gals.).
 AH0403
 AH0403.The modeled gravity was interpolated from observed gravity values.
 AH0403
 AH0403;                    North         East    Units  Estimated Accuracy
 AH0403;SPC TX S     - 5,225,600.      421,560.      MT  (+/- 180 meters Scaled)
 AH0403
 AH0403                          SUPERSEDED SURVEY CONTROL
 AH0403
 AH0403  NAVD 88 (06/15/91)    5.132  (m)           16.84   (f) UNKNOWN     1 2
 AH0403  NGVD 29 (??/??/92)    5.292  (m)           17.36   (f) ADJ UNCH    1 2
 AH0403
 AH0403.Superseded values are not recommended for survey control.
 AH0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0403.See file dsdata.txt to determine how the superseded data were derived.
 AH0403
 AH0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR708648(NAD 83)
 AH0403_MARKER: DB = BENCH MARK DISK
 AH0403_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH0403_SP_SET: STEP
 AH0403_STAMPING: Z 909 1945
 AH0403_MARK LOGO: CGS   
 AH0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0403+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AH0403
 AH0403  HISTORY     - Date     Condition        Report By
 AH0403  HISTORY     - 1945     MONUMENTED       CGS
 AH0403  HISTORY     - 1949     GOOD             NGS
 AH0403  HISTORY     - 1977     GOOD             NGS
 AH0403  HISTORY     - 1984     GOOD             USPSQD
 AH0403  HISTORY     - 1985     GOOD             USPSQD
 AH0403  HISTORY     - 19910626 GOOD             USPSQD
 AH0403  HISTORY     - 19970205 GOOD             NGS
 AH0403  HISTORY     - 19970726 GOOD             USPSQD
 AH0403
 AH0403                          STATION DESCRIPTION
 AH0403
 AH0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0403'IN CORPUS CHRISTI.
 AH0403'AT CORPUS CHRISTI NAVAL AIR STATION, NUECES COUNTY, 0.9 MILE NORTH
 AH0403'ALONG LEXINGTON BOULEVARD (STATE HIGHWAY 358) FROM THE SOUTH GATE, AT
 AH0403'THE ADMINISTRATION BUILDING, 25 FEET EAST OF THE CENTERLINE OF THE
 AH0403'CIRCULAR DRIVE AT THE FRONT ENTRANCE, AND IN THE SOUTH END OF THE
 AH0403'FIRST STEP.  A STANDARD DISK, STAMPED Z 909 1945.
 AH0403
 AH0403                          STATION RECOVERY (1977)
 AH0403
 AH0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0403'RECOVERED IN GOOD CONDITION.
 AH0403
 AH0403                          STATION RECOVERY (1984)
 AH0403
 AH0403'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0403'RECOVERED IN GOOD CONDITION.
 AH0403
 AH0403                          STATION RECOVERY (1985)
 AH0403
 AH0403'RECOVERY NOTE BY US POWER SQUADRON 1985 (JFS)
 AH0403'RECOVERED IN GOOD CONDITION.
 AH0403
 AH0403                          STATION RECOVERY (1991)
 AH0403
 AH0403'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0403'RECOVERED IN GOOD CONDITION.
 AH0403
 AH0403                          STATION RECOVERY (1997)
 AH0403
 AH0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0403'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AH0403'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.8 KM (1.10 MI)
 AH0403'NORTHERLY ALONG LEXINGTON BOULEVARD, ON THE CORPUS CHRISTI NAVAL AIR
 AH0403'STATION, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE
 AH0403'BOTTOM CONCRETE STEP AT THE WEST ENTRANCE TO BUILDING NUMBER 250, 44.6
 AH0403'M (146.3 FT) EAST OF THE BOULEVARD CENTERLINE, 5.9 M (19.4 FT) SOUTH
 AH0403'OF THE CENTER OF THE DOOR, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AH0403'BOULEVARD.
 AH0403
 AH0403                          STATION RECOVERY (1997)
 AH0403
 AH0403'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0299 ***********************************************************************
 BY0299  DESIGNATION -  Z 91
 BY0299  PID         -  BY0299
 BY0299  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0299  USGS QUAD   -  CHINQUAPIN (1984)
 BY0299
 BY0299                         *CURRENT SURVEY CONTROL
 BY0299  ___________________________________________________________________
 BY0299* NAD 83(1986)-  31 29 02.     (N)    094 07 01.     (W)     SCALED    
 BY0299* NAVD 88     -        77.55   (+/-2cm)     254.4    (feet)  VERTCON   
 BY0299  ___________________________________________________________________
 BY0299  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BY0299
 BY0299  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0299
 BY0299.The horizontal coordinates were scaled from a topographic map and have
 BY0299.an estimated accuracy of +/- 6 seconds.
 BY0299
 BY0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0299.The vertical order pertains to the NGVD 29 superseded value.
 BY0299
 BY0299.The geoid height was determined by GEOID03.
 BY0299
 BY0299;                    North         East    Units  Estimated Accuracy
 BY0299;SPC TX C     - 3,217,950.    1,290,320.      MT  (+/- 180 meters Scaled)
 BY0299
 BY0299                          SUPERSEDED SURVEY CONTROL
 BY0299
 BY0299  NGVD 29 (??/??/92)   77.575  (m)          254.51   (f) ADJ UNCH    1 2
 BY0299
 BY0299.Superseded values are not recommended for survey control.
 BY0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0299.See file dsdata.txt to determine how the superseded data were derived.
 BY0299
 BY0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ939837(NAD 83)
 BY0299_MARKER: DB = BENCH MARK DISK
 BY0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0299_STAMPING: Z 91 1932 254.511
 BY0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0299+STABILITY: SURFACE MOTION
 BY0299
 BY0299  HISTORY     - Date     Condition        Report By
 BY0299  HISTORY     - 1932     MONUMENTED       CGS
 BY0299  HISTORY     - 1949     GOOD             NGS
 BY0299
 BY0299                          STATION DESCRIPTION
 BY0299
 BY0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0299'6.75 MI S FROM SAN AUGUSTINE.
 BY0299'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT SAN
 BY0299'AUGUSTINE, THENCE 1.65 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.6
 BY0299'MILE NORTH ALONG A GRADED DIRT ROAD, AT A CROSSING OF THE GULF,
 BY0299'COLORADO AND SANTA FE RAILROAD, 214.0 FEET WEST OF THE CENTER LINE OF
 BY0299'THE ROAD, 86.0 FEET SOUTHWEST OF RAILROAD BRIDGE 117 A, 72.0 FEET EAST
 BY0299'OF THE CENTER OF AN IRON GATE, 41.0 FEET SOUTH OF THE SOUTH RAIL OF
 BY0299'THE RAILROAD, 5.5 FEET SOUTH OF THE RIGHT OF WAY FENCE, 1.5 FEET NORTH
 BY0299'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0299'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0441 ***********************************************************************
 AH0441  DESIGNATION -  Z 911
 AH0441  PID         -  AH0441
 AH0441  STATE/COUNTY-  TX/NUECES
 AH0441  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0441
 AH0441                         *CURRENT SURVEY CONTROL
 AH0441  ___________________________________________________________________
 AH0441* NAD 83(1986)-  27 35 04.     (N)    097 23 26.     (W)     SCALED    
 AH0441* NAVD 88     -         4.822  (meters)      15.82   (feet)  ADJUSTED  
 AH0441  ___________________________________________________________________
 AH0441  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AH0441  DYNAMIC HT  -           4.814 (meters)      15.79  (feet)  COMP
 AH0441  MODELED GRAV-     979,120.7   (mgal)                       NAVD 88
 AH0441
 AH0441  VERT ORDER  -  SECOND    CLASS 0
 AH0441
 AH0441.The horizontal coordinates were scaled from a topographic map and have
 AH0441.an estimated accuracy of +/- 6 seconds.
 AH0441
 AH0441.The orthometric height was determined by differential leveling
 AH0441.and adjusted by the National Geodetic Survey in June 1991..
 AH0441
 AH0441.The geoid height was determined by GEOID03.
 AH0441
 AH0441.The dynamic height is computed by dividing the NAVD 88
 AH0441.geopotential number by the normal gravity value computed on the
 AH0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0441.degrees latitude (g = 980.6199 gals.).
 AH0441
 AH0441.The modeled gravity was interpolated from observed gravity values.
 AH0441
 AH0441;                    North         East    Units  Estimated Accuracy
 AH0441;SPC TX S     - 5,212,960.      409,540.      MT  (+/- 180 meters Scaled)
 AH0441
 AH0441                          SUPERSEDED SURVEY CONTROL
 AH0441
 AH0441  NGVD 29 (??/??/92)    4.966  (m)           16.29   (f) ADJ UNCH    2 0
 AH0441
 AH0441.Superseded values are not recommended for survey control.
 AH0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0441.See file dsdata.txt to determine how the superseded data were derived.
 AH0441
 AH0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR588522(NAD 83)
 AH0441_MARKER: DB = BENCH MARK DISK
 AH0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0441_SP_SET: CULVERT
 AH0441_STAMPING: Z 911 1945
 AH0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0441
 AH0441  HISTORY     - Date     Condition        Report By
 AH0441  HISTORY     - 1945     MONUMENTED       CGS
 AH0441  HISTORY     - 1949     GOOD             NGS
 AH0441
 AH0441                          STATION DESCRIPTION
 AH0441
 AH0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0441'2.0 MI E FROM CHAPMAN RANCH.
 AH0441'2.0 MILES EAST ALONG A PAVED ROAD FROM CHAPMAN RANCH HEADQUARTERS,
 AH0441'NUECES COUNTY, THENCE 2.0 MILES EAST ALONG A SHELL ROAD FROM THE ROAD
 AH0441'GATE AT THE WEST ENTRANCE TO KING RANCH, AND THENCE 0.4 MILE SOUTH
 AH0441'ALONG A SHELL ROAD. 0.6 MILE NORTH OF THE ENTRANCE TO OUTLYING FIELD 1
 AH0441'C (ABANDONED), 0.4 MILE SOUTHEAST OF DEUTSCHES WINDMILL, ON THE KING
 AH0441'RANCH, 200 FEET WEST OF THE WEST SIDE OF A SMALL LAKE, 15 FEET WEST OF
 AH0441'THE CENTER LINE OF THE ROAD, AT A CONCRETE CULVERT, IN THE WEST HEAD
 AH0441'WALL, AND ABOUT LEVEL WITH THE ROAD.  AN IRON DISK, STAMPED Z 911
 AH0441'1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2066 ***********************************************************************
 CS2066  DESIGNATION -  Z 912
 CS2066  PID         -  CS2066
 CS2066  STATE/COUNTY-  TX/HILL
 CS2066  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2066
 CS2066                         *CURRENT SURVEY CONTROL
 CS2066  ___________________________________________________________________
 CS2066* NAD 83(1993)-  32 01 42.21199(N)    097 01 46.98413(W)     ADJUSTED  
 CS2066* NAVD 88     -       226.449  (meters)     742.94   (feet)  ADJUSTED  
 CS2066  ___________________________________________________________________
 CS2066  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 CS2066  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CS2066  DYNAMIC HT  -         226.171 (meters)     742.03  (feet)  COMP
 CS2066  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 CS2066
 CS2066  HORZ ORDER  -  SECOND
 CS2066  VERT ORDER  -  SECOND    CLASS 0
 CS2066
 CS2066.The horizontal coordinates were established by classical geodetic methods
 CS2066.and adjusted by the National Geodetic Survey in February 1996..
 CS2066
 CS2066.The orthometric height was determined by differential leveling
 CS2066.and adjusted by the National Geodetic Survey in June 1991..
 CS2066
 CS2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2066
 CS2066.The geoid height was determined by GEOID03.
 CS2066
 CS2066.The dynamic height is computed by dividing the NAVD 88
 CS2066.geopotential number by the normal gravity value computed on the
 CS2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2066.degrees latitude (g = 980.6199 gals.).
 CS2066
 CS2066.The modeled gravity was interpolated from observed gravity values.
 CS2066
 CS2066;                    North         East     Units Scale Factor Converg.
 CS2066;SPC TXNC     - 2,041,085.284   738,888.486   MT  1.00003072   +0 48 06.8
 CS2066;SPC TXNC     - 6,696,460.64  2,424,169.97   sFT  1.00003072   +0 48 06.8
 CS2066;UTM  14      - 3,545,279.811   686,062.478   MT  1.00002696   +1 02 42.8
 CS2066
 CS2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2066!SPC TXNC     -   0.99996866  x   1.00003072  =   0.99999938
 CS2066!UTM  14      -   0.99996866  x   1.00002696  =   0.99999562
 CS2066
 CS2066                          SUPERSEDED SURVEY CONTROL
 CS2066
 CS2066  NAD 83(1986)-  32 01 42.21997(N)    097 01 46.96428(W) AD(       ) 2
 CS2066  NAD 27      -  32 01 41.66300(N)    097 01 45.95500(W) AD(       ) 2
 CS2066  NGVD 29 (??/??/92)  226.416  (m)          742.83   (f) ADJ UNCH    2 0
 CS2066
 CS2066.Superseded values are not recommended for survey control.
 CS2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2066.See file dsdata.txt to determine how the superseded data were derived.
 CS2066
 CS2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8606245280(NAD 83)
 CS2066_MARKER: DB = BENCH MARK DISK
 CS2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2066_STAMPING: Z 912 1946
 CS2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2066+STABILITY: SURFACE MOTION
 CS2066
 CS2066  HISTORY     - Date     Condition        Report By
 CS2066  HISTORY     - 1948     MONUMENTED       CGS
 CS2066  HISTORY     - 1966     GOOD             NGS
 CS2066  HISTORY     - 19950408 GOOD             USPSQD
 CS2066
 CS2066                          STATION DESCRIPTION
 CS2066
 CS2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2066'THE STATION IS LOCATED ABOUT 6.0 MILES EAST OF HILLSBORO,
 CS2066'ALONG THE SOUTH SIDE OF STATE HIGHWAY 22.  IT IS 49 FEET
 CS2066'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A
 CS2066'WITNESS POST AND 2 FEET NORTH OF THE FENCE LINE.  THE MARK
 CS2066'IS A STANDARD USC AND GS BENCH MARK SET IN AN 8X8 INCH SQUARE
 CS2066'CONCRETE POST WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CS2066'Z 912 1946.
 CS2066'
 CS2066'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CS2066'LAKENON TO BENCH MARK Z 912 1946.  IT IS 839.385 METERS (2753.88
 CS2066'FEET) WEST-SOUTHWEST OF THE STATION.
 CS2066'
 CS2066'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 171
 CS2066'WITH U.S. HIGHWAYS 77 AND 81 IN THE SOUTH EDGE OF HILLSBORO,
 CS2066'GO EAST ON HIGHWAYS 22 AND 171 FOR 3.4 MILES TO THEIR JUNCTION,
 CS2066'TAKE LEFT FORK (HIGHWAY 22) FOR 3.0 MILES TO THE STATION
 CS2066'ON THE RIGHT AS DESCRIBED.
 CS2066
 CS2066                          STATION RECOVERY (1966)
 CS2066
 CS2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS2066'6.7 MI E FROM HILLSBORO.
 CS2066'6.7 MILES EAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 CS2066'HILLSBORO, HILL COUNTY, 4.5 MILES WEST OF BRANDON, 100 FEET SOUTHEAST
 CS2066'OF A SMALL WHITE HOUSE, 45 FEET SOUTH OF THE CENTER LINE OF THE
 CS2066'HIGHWAY, 1 FOOT NORTH OF A FENCE, AND 2 FEET WEST OF A WHITE WOODEN
 CS2066'WITNESS POST.  A STANDARD DISK STAMPED Z 912 1946 AND SET IN THE TOP
 CS2066'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- ABOUT 3.1
 CS2066'MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM WHERE STATE HIGHWAYS 22
 CS2066'AND 171 SEPARATE, 158 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CS2066'HOUSE, 101 FEET SOUTH OF A POWER LINE POLE, 49 FEET SOUTH OF THE
 CS2066'CENTER LINE OF HIGHWAY, AND 2 FEET NORTH OF A METAL WITNESS POST.  A
 CS2066'STANDARD DISK SET IN A 6 X 6 IN. CONCRETE POST FLUSH WITH SURFACE OF
 CS2066'GROUND.  THE BENCH MARK SERVES AS THE AZIMUTH MARK FOR TRIANGULATION
 CS2066'STATION LAKENON 1948.  THE STATION IS 0.6 MILE EAST OF THE BENCH MARK.
 CS2066
 CS2066                          STATION RECOVERY (1995)
 CS2066
 CS2066'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0280 ***********************************************************************
 GL0280  DESIGNATION -  Z 912
 GL0280  PID         -  GL0280
 GL0280  STATE/COUNTY-  TX/HARTLEY
 GL0280  USGS QUAD   -  DALHART WEST (1973)
 GL0280
 GL0280                         *CURRENT SURVEY CONTROL
 GL0280  ___________________________________________________________________
 GL0280* NAD 83(1993)-  36 01 38.43049(N)    102 32 59.78848(W)     ADJUSTED  
 GL0280* NAVD 88     -      1216.496  (meters)    3991.12   (feet)  ADJUSTED  
 GL0280  ___________________________________________________________________
 GL0280  X           -  -1,122,344.320 (meters)                     COMP
 GL0280  Y           -  -5,041,767.017 (meters)                     COMP
 GL0280  Z           -   3,731,346.602 (meters)                     COMP
 GL0280  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 GL0280  ELLIP HEIGHT-        1191.72  (meters)          (10/24/00) GPS OBS
 GL0280  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 GL0280  DYNAMIC HT  -        1215.081 (meters)    3986.48  (feet)  COMP
 GL0280  MODELED GRAV-     979,427.4   (mgal)                       NAVD 88
 GL0280
 GL0280  HORZ ORDER  -  B
 GL0280  VERT ORDER  -  FIRST     CLASS II
 GL0280  ELLP ORDER  -  FOURTH    CLASS II
 GL0280
 GL0280.This mark is at Dalhart Muni (DHT) Airport (DHT)
 GL0280
 GL0280.The horizontal coordinates were established by GPS observations
 GL0280.and adjusted by the National Geodetic Survey in May 1994..
 GL0280
 GL0280.The orthometric height was determined by differential leveling
 GL0280.and adjusted by the National Geodetic Survey in June 1991..
 GL0280
 GL0280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL0280
 GL0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0280
 GL0280.The ellipsoidal height was determined by GPS observations
 GL0280.and is referenced to NAD 83.
 GL0280
 GL0280.The geoid height was determined by GEOID03.
 GL0280
 GL0280.The dynamic height is computed by dividing the NAVD 88
 GL0280.geopotential number by the normal gravity value computed on the
 GL0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0280.degrees latitude (g = 980.6199 gals.).
 GL0280
 GL0280.The modeled gravity was interpolated from observed gravity values.
 GL0280
 GL0280;                    North         East     Units Scale Factor Converg.
 GL0280;SPC TX N     - 1,225,414.676   105,370.984   MT  0.99996734   -0 36 30.5
 GL0280;SPC TX N     - 4,020,381.32    345,704.64   sFT  0.99996734   -0 36 30.5
 GL0280;UTM  13      - 3,989,758.267   720,762.632   MT  1.00020055   +1 26 29.9
 GL0280
 GL0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0280!SPC TX N     -   0.99981300  x   0.99996734  =   0.99978034
 GL0280!UTM  13      -   0.99981300  x   1.00020055  =   1.00001351
 GL0280
 GL0280                          SUPERSEDED SURVEY CONTROL
 GL0280
 GL0280  NAVD 88 (05/09/94) 1216.50   (m)         3991.1    (f) LEVELING    3  
 GL0280
 GL0280.Superseded values are not recommended for survey control.
 GL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0280.See file dsdata.txt to determine how the superseded data were derived.
 GL0280
 GL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2076389758(NAD 83)
 GL0280_MARKER: DB = BENCH MARK DISK
 GL0280_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GL0280_SP_SET: CONCRETE BASE OF CONTROL TOWER
 GL0280_STAMPING: Z 912 1945
 GL0280_MARK LOGO: CGS   
 GL0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0280+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1995
 GL0280
 GL0280  HISTORY     - Date     Condition        Report By
 GL0280  HISTORY     - 1945     MONUMENTED       CGS
 GL0280  HISTORY     - 19930224 GOOD             NGS
 GL0280  HISTORY     - 19950702 GOOD             NGS
 GL0280  HISTORY     - 20000307 GOOD             TXDOT
 GL0280
 GL0280                          STATION DESCRIPTION
 GL0280
 GL0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GL0280'4.5 MI SSW FROM DALHART.
 GL0280'IT IS 4.5 MILES SOUTH-SOUTHWEST OF DALHART, ON THE DALHART ARMY AIR
 GL0280'FIELD, AT THE MAIN CONTROL TOWER, 78 FEET SOUTH OF THE SOUTHEAST
 GL0280'CORNER OF THE FIRE STATION, 74 FEET WEST OF THE WEST EDGE OF A
 GL0280'NORTH-SOUTH TAXIWAY AND IN THE CONCRETE BASE OF THE NORTHEAST LEG OF
 GL0280'THE CONTROL TOWER.
 GL0280
 GL0280                          STATION RECOVERY (1993)
 GL0280
 GL0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GL0280'MARK IS LOCATED ABOUT 5 KM (3.10 MI) SOUTHWEST OF DALHART, AT THE
 GL0280'DALHART MUNICIPAL AIRPORT, ON THE WEST SIDE OF THE AIRPORT, ABOUT 120
 GL0280'M (393.7 FT) EAST-SOUTHEAST OF A BRICK STACK ON THE EAST SIDE OF A
 GL0280'LARGE METAL HANGAR, ADJACENT TO A SMALL CONCRETE BUILDING (NUMBER 9),
 GL0280'IN THE NORTHEAST CONCRETE BASE OF A NOW-REMOVED CONTROL TOWER.
 GL0280'OWNERSHIP--CITY OF DALHART, PO BOX 1871, DALHART, TX 79022. AIRPORT
 GL0280'MANAGER IS GREGG DUGGAN, PHONE 806-249-5511.
 GL0280'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 54, 87, 87 BUSINESS, 287
 GL0280'AND 385 IN DALHART, GO SOUTHWEST ON HIGHWAYS 54 AND 87 BUSINESS FOR
 GL0280'0.68 KM (0.40 MI) TO A CROSS STREET.  TURN RIGHT, WESTERLY, ON
 GL0280'HIGHWAY 54 FOR 3.01 KM (1.85 MI) TO FARM ROAD 3139 ON THE LEFT.  TURN
 GL0280'LEFT, SOUTHEAST, ON ROAD 3139 FOR 1.15 KM (0.70 MI) TO A DIRT ROAD
 GL0280'LEFT AT CURVE RIGHT.  KEEP RIGHT, SOUTHWEST, ON PAVED ROAD FOR 0.18
 GL0280'KM (0.10 MI) TO A ROAD LEFT.  TURN LEFT, SOUTH, ON PAVED ROAD FOR
 GL0280'0.84 KM (0.50 MI) TO A CROSSROAD (ARONICA 1953) ON THE RIGHT.
 GL0280'CONTINUE AHEAD FOR 0.14 KM (0.10 MI) TO ROAD END AT THE APRON.  TURN
 GL0280'LEFT, EAST, ALONG THE APRON EDGE FOR 0.11 KM (0.05 MI) TO THE MARK ON
 GL0280'THE LEFT.
 GL0280'MARK IS SET IN THE NORTHEAST CORNER OF THE NORTHEAST BASE OF THE OLD
 GL0280'TOWER THAT PROJECTS 15 CM ABOVE GROUND.  IT IS 2.3 M (7.5 FT)
 GL0280'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 21.4 M (70.2 FT)
 GL0280'WEST OF THE APRON EDGE, AND 29.0 M (95.1 FT) NORTH OF THE APRON EDGE.
 GL0280
 GL0280                          STATION RECOVERY (1995)
 GL0280
 GL0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GL0280'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI)  SOUTHWEST OF DALHART,
 GL0280'AT THE DALHART MUNICIPAL AIRPORT, ON THE WEST SIDE OF THE AIRFIELD, IN
 GL0280'THE NORTHEAST CORNER OF THE NORTHEAST BASE OF A RAZED CONTROL TOWER.
 GL0280'OWNERSHIP--CITY OF DALHART, P O BOX 1871, DALHART, TX 79022. AIRPORT
 GL0280'MANAGER IS GREGG DUGGAN.  THE PHONE NUMBER IS 806-249-5511. TO REACH
 GL0280'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 54, 87 BUSINESS, 287,
 GL0280'AND 385 IN DALHART, GO SOUTHWEST ON HIGHWAYS 54 AND 87 BUSINESS FOR
 GL0280'0.7 KM (0.45 MI)  TO A CROSS STREET.  TURN RIGHT, WESTERLY, ON HIGHWAY
 GL0280'54 FOR 3.0 KM (1.85 MI)  TO FARM ROAD 3139 ON THE LEFT.  TURN LEFT,
 GL0280'SOUTHEAST, ON ROAD 3139 FOR 1.2 KM (0.75 MI) TO A DIRT ROAD LEFT AT A
 GL0280'CURVE RIGHT.  KEEP RIGHT, SOUTHWEST, ON THE PAVED ROAD FOR 0.8 KM
 GL0280'(0.50 MI)  TO A CROSSROAD (ARONICA 1953) ON THE RIGHT.  CONTINUE AHEAD
 GL0280'FOR 0.1 KM (0.05 MI)  TO AN APRON.  TURN LEFT, EAST, ALONG THE APRON
 GL0280'EDGE FOR 0.1 KM (0.05 MI)  TO THE STATION ON THE LEFT.  THE STATION IS
 GL0280'29.0 M (95.1 FT)  NORTH OF THE APRON EDGE, 21.4 M (70.2 FT)  WEST OF
 GL0280'THE APRON EDGE, 2.3 M (7.5 FT)  SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GL0280'SMALL CONCRETE BUILDING (NUMBER 9) , AND THE MONUMENT PROJECTS 15 CM
 GL0280'ABOVE THE GROUND SURFACE.
 GL0280
 GL0280                          STATION RECOVERY (2000)
 GL0280
 GL0280'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 GL0280'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0317 ***********************************************************************
 CU0317  DESIGNATION -  Z 913
 CU0317  PID         -  CU0317
 CU0317  STATE/COUNTY-  TX/MITCHELL
 CU0317  USGS QUAD   -  CEDAR BEND (1979)
 CU0317
 CU0317                         *CURRENT SURVEY CONTROL
 CU0317  ___________________________________________________________________
 CU0317* NAD 83(1993)-  32 24 21.96726(N)    100 55 50.86315(W)     ADJUSTED  
 CU0317* NAVD 88     -       672.526  (meters)    2206.45   (feet)  ADJUSTED  
 CU0317  ___________________________________________________________________
 CU0317  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CU0317  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CU0317  DYNAMIC HT  -         671.629 (meters)    2203.50  (feet)  COMP
 CU0317  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 CU0317
 CU0317  HORZ ORDER  -  SECOND
 CU0317  VERT ORDER  -  FIRST     CLASS II
 CU0317
 CU0317.The horizontal coordinates were established by classical geodetic methods
 CU0317.and adjusted by the National Geodetic Survey in February 1996..
 CU0317
 CU0317.The orthometric height was determined by differential leveling
 CU0317.and adjusted by the National Geodetic Survey in June 1991..
 CU0317
 CU0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0317
 CU0317.The geoid height was determined by GEOID03.
 CU0317
 CU0317.The dynamic height is computed by dividing the NAVD 88
 CU0317.geopotential number by the normal gravity value computed on the
 CU0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0317.degrees latitude (g = 980.6199 gals.).
 CU0317
 CU0317.The modeled gravity was interpolated from observed gravity values.
 CU0317
 CU0317;                    North         East     Units Scale Factor Converg.
 CU0317;SPC TXNC     - 2,084,642.301   371,359.799   MT  0.99993563   -1 19 32.7
 CU0317;SPC TXNC     - 6,839,363.95  1,218,369.61   sFT  0.99993563   -1 19 32.7
 CU0317;UTM  14      - 3,587,090.508   318,419.731   MT  1.00000660   -1 02 06.1
 CU0317
 CU0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0317!SPC TXNC     -   0.99989857  x   0.99993563  =   0.99983421
 CU0317!UTM  14      -   0.99989857  x   1.00000660  =   0.99990517
 CU0317
 CU0317                          SUPERSEDED SURVEY CONTROL
 CU0317
 CU0317  NAD 83(1986)-  32 24 21.97222(N)    100 55 50.85435(W) AD(       ) 2
 CU0317  NAD 27      -  32 24 21.54823(N)    100 55 49.44180(W) AD(       ) 2
 CU0317  NGVD 29 (??/??/92)  672.288  (m)         2205.66   (f) ADJ UNCH    1 2
 CU0317
 CU0317.Superseded values are not recommended for survey control.
 CU0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0317.See file dsdata.txt to determine how the superseded data were derived.
 CU0317
 CU0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA1842087091(NAD 83)
 CU0317_MARKER: DB = BENCH MARK DISK
 CU0317_SETTING: 0 = UNSPECIFIED SETTING
 CU0317_STAMPING: Z 913 1956
 CU0317_MARK LOGO: CGS   
 CU0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0317
 CU0317  HISTORY     - Date     Condition        Report By
 CU0317  HISTORY     - 1956     MONUMENTED       CGS
 CU0317  HISTORY     - 1968     GOOD             NGS
 CU0317  HISTORY     - 1982     GOOD             NGS
 CU0317  HISTORY     - 19980520 GOOD             TXDOT
 CU0317
 CU0317                          STATION DESCRIPTION
 CU0317
 CU0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CU0317'4 MI W FROM COLORADO CITY.
 CU0317'REACHED FROM COLORADO CITY AT THE INTERSECTION OF INTERSTATE 20 AND
 CU0317'STATE HIGHWAY 208, GO WEST ON INTERSTATE 20 FOR 4.0 MILES, TURN RIGHT
 CU0317'AND GO NORTH ON FARM ROAD 1229 FOR 1.0 MILE TO THE MARK ON THE RIGHT.
 CU0317
 CU0317                          STATION RECOVERY (1982)
 CU0317
 CU0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0317'6.7 KM (4.15 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0317'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, THENCE 1.6 KM (1.0
 CU0317'MI) NORTH ALONG FARM ROAD 1229, 17.5 METERS (57.4 FT) SOUTH OF THE
 CU0317'CENTER OF A DIRT ROAD LEADING EAST, 11.6 METERS (38.1 FT) EAST OF THE
 CU0317'CENTERLINE OF THE ROAD, 2.7 METERS (8.9 FT) SOUTH OF A UTILITY POLE,
 CU0317'2.5 METERS (8.2 FT) SOUTH-SOUTHWEST OF A FENCE CORNER AND 1.0 METER
 CU0317'(3.3 FT) WEST OF A FENCE.
 CU0317'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CU0317'THE MARK IS 0.3 M ABOVE THE ROAD.
 CU0317
 CU0317                          STATION RECOVERY (1998)
 CU0317
 CU0317'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CU0317'GOOD. SE OF TAIL, CONCRETE SLAB WITH GRANITE HEADSTONE AND METAL
 CU0317'PLAQUE READING CNTR OF TRINT CO, MAG STA, PACKED 1929, USC AND GS,
 CU0317'ERECTED MARCH 17, 1990, UNDER STEEL FRAMED PLEXIGLASS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0115 ***********************************************************************
 AP0115  DESIGNATION -  Z 915
 AP0115  PID         -  AP0115
 AP0115  STATE/COUNTY-  TX/MAVERICK
 AP0115  USGS QUAD   -  QUEMADO SE (1974)
 AP0115
 AP0115                         *CURRENT SURVEY CONTROL
 AP0115  ___________________________________________________________________
 AP0115* NAD 83(1986)-  28 46 46.     (N)    100 30 38.     (W)     SCALED    
 AP0115* NAVD 88     -       235.771  (meters)     773.53   (feet)  ADJUSTED  
 AP0115  ___________________________________________________________________
 AP0115  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AP0115  DYNAMIC HT  -         235.421 (meters)     772.38  (feet)  COMP
 AP0115  MODELED GRAV-     979,152.7   (mgal)                       NAVD 88
 AP0115
 AP0115  VERT ORDER  -  FIRST     CLASS II
 AP0115
 AP0115.The horizontal coordinates were scaled from a topographic map and have
 AP0115.an estimated accuracy of +/- 6 seconds.
 AP0115
 AP0115.The orthometric height was determined by differential leveling
 AP0115.and adjusted by the National Geodetic Survey in June 1991..
 AP0115.WARNING-Repeat measurements at this control monument indicate possible
 AP0115.vertical movement.
 AP0115
 AP0115.The geoid height was determined by GEOID03.
 AP0115
 AP0115.The dynamic height is computed by dividing the NAVD 88
 AP0115.geopotential number by the normal gravity value computed on the
 AP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0115.degrees latitude (g = 980.6199 gals.).
 AP0115
 AP0115.The modeled gravity was interpolated from observed gravity values.
 AP0115
 AP0115;                    North         East    Units  Estimated Accuracy
 AP0115;SPC TXSC     - 4,105,810.      452,520.      MT  (+/- 180 meters Scaled)
 AP0115
 AP0115                          SUPERSEDED SURVEY CONTROL
 AP0115
 AP0115  NGVD 29 (??/??/92)  235.645  (m)          773.11   (f) ADJ UNCH    1 2
 AP0115
 AP0115.Superseded values are not recommended for survey control.
 AP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0115.See file dsdata.txt to determine how the superseded data were derived.
 AP0115
 AP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS525844(NAD 83)
 AP0115_MARKER: DB = BENCH MARK DISK
 AP0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0115_STAMPING: Z 915 1944
 AP0115_MARK LOGO: CGS   
 AP0115_PROJECTION: PROJECTING 5 CENTIMETERS
 AP0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0115+STABILITY: SURFACE MOTION
 AP0115
 AP0115  HISTORY     - Date     Condition        Report By
 AP0115  HISTORY     - 1944     MONUMENTED       CGS
 AP0115  HISTORY     - 1957     GOOD             NGS
 AP0115  HISTORY     - 1982     GOOD             NGS
 AP0115
 AP0115                          STATION DESCRIPTION
 AP0115
 AP0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0115'6.7 MI NW FROM EAGLE PASS.
 AP0115'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0115'STATION AT EAGLE PASS, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD,
 AP0115'THENCE 0.9 MILE SOUTHWEST ALONG FARM ROAD 1588, THENCE 1.6 MILES
 AP0115'NORTHWEST ALONG U.S. HIGHWAY 277, 0.15 MILE SOUTHEAST OF THE TOP OF A
 AP0115'HILL, 50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 AP0115'SOUTHEAST OF A TELEPHONE POLE, 1.3 FEET SOUTHWEST OF A FENCE, 2.3 FEET
 AP0115'SOUTHEAST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 2 FEET NORTHWEST
 AP0115'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AP0115'0.7 FOOT ABOVE THE GROUND.
 AP0115
 AP0115                          STATION RECOVERY (1982)
 AP0115
 AP0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0115'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0115'EAGLE PASS, THENCE 8.75 KM (5.45 MI) NORTH ALONG U.S. HIGHWAY 277, AT
 AP0115'CEYLON STREET SET 0.25 KM (0.15 MI) SOUTHEAST OF THE TOP OF A HILL,
 AP0115'15.2 METERS (50.0 FT) NORTH NORTHEAST OF THE CENTERLINE OF U.S.
 AP0115'HIGHWAY 277, 4.8 METERS (16.0 FT) SOUTHEAST OF A TELEPHONE POLE WITH A
 AP0115'GUY WIRE, 0.7 METER (2.5 FT) SOUTHEAST OF A CONCRETE HIGHWAY RIGHT OF
 AP0115'WAY MARKER, 0.6 METER (2.0 FT) EAST NORTHEAST OF A GUY WIRE ANCHOR,
 AP0115'AND 0.4 METER (1.3 FT) SOUTH SOUTHWEST OF A FENCE.
 AP0115'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 AP0115'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0562 ***********************************************************************
 CT0562  DESIGNATION -  Z 917
 CT0562  PID         -  CT0562
 CT0562  STATE/COUNTY-  TX/TAYLOR
 CT0562  USGS QUAD   -  ABILENE WEST (1987)
 CT0562
 CT0562                         *CURRENT SURVEY CONTROL
 CT0562  ___________________________________________________________________
 CT0562* NAD 83(1986)-  32 27 26.     (N)    099 51 27.     (W)     SCALED    
 CT0562* NAVD 88     -       544.470  (meters)    1786.32   (feet)  ADJUSTED  
 CT0562  ___________________________________________________________________
 CT0562  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CT0562  DYNAMIC HT  -         543.763 (meters)    1784.00  (feet)  COMP
 CT0562  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 CT0562
 CT0562  VERT ORDER  -  FIRST     CLASS II
 CT0562
 CT0562.The horizontal coordinates were scaled from a topographic map and have
 CT0562.an estimated accuracy of +/- 6 seconds.
 CT0562
 CT0562.The orthometric height was determined by differential leveling
 CT0562.and adjusted by the National Geodetic Survey in June 1991..
 CT0562.WARNING-Repeat measurements at this control monument indicate possible
 CT0562.vertical movement.
 CT0562
 CT0562.The geoid height was determined by GEOID03.
 CT0562
 CT0562.The dynamic height is computed by dividing the NAVD 88
 CT0562.geopotential number by the normal gravity value computed on the
 CT0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0562.degrees latitude (g = 980.6199 gals.).
 CT0562
 CT0562.The modeled gravity was interpolated from observed gravity values.
 CT0562
 CT0562;                    North         East    Units  Estimated Accuracy
 CT0562;SPC TXNC     - 2,088,490.      472,380.      MT  (+/- 180 meters Scaled)
 CT0562
 CT0562                          SUPERSEDED SURVEY CONTROL
 CT0562
 CT0562  NGVD 29 (??/??/92)  544.132  (m)         1785.21   (f) ADJ UNCH    1 2
 CT0562
 CT0562.Superseded values are not recommended for survey control.
 CT0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0562.See file dsdata.txt to determine how the superseded data were derived.
 CT0562
 CT0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA194914(NAD 83)
 CT0562_MARKER: DB = BENCH MARK DISK
 CT0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0562_STAMPING: Z 917 1945
 CT0562_MARK LOGO: CGS   
 CT0562_PROJECTION: PROJECTING 20 CENTIMETERS
 CT0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0562+STABILITY: SURFACE MOTION
 CT0562
 CT0562  HISTORY     - Date     Condition        Report By
 CT0562  HISTORY     - 1945     MONUMENTED       CGS
 CT0562  HISTORY     - 1956     GOOD             NGS
 CT0562  HISTORY     - 1968     GOOD             NGS
 CT0562  HISTORY     - 1982     GOOD             NGS
 CT0562  HISTORY     - 19940803 GOOD             USPSQD
 CT0562  HISTORY     - 20011013 GOOD             USPSQD
 CT0562
 CT0562                          STATION DESCRIPTION
 CT0562
 CT0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0562'0.7 MI E FROM TYE.
 CT0562'0.3 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0562'OFFICE AT TYE, 7 1/2 POLES EAST OF MILEPOST 414, 51 FEET SOUTH OF THE
 CT0562'CENTER LINE OF U.S. HIGHWAY 80, 31.3 FEET NORTH OF THE NORTH RAIL, 30
 CT0562'FEET EAST OF A TELEPHONE POLE, 2.3 FEET EAST OF A WITNESS POST, SET IN
 CT0562'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CT0562
 CT0562                          STATION RECOVERY (1968)
 CT0562
 CT0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CT0562'RECOVERED IN GOOD CONDITION.
 CT0562
 CT0562                          STATION RECOVERY (1982)
 CT0562
 CT0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0562'6.8 KM (4.2 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM ITS
 CT0562'JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF ABILENE,
 CT0562'0.3 KM (0.2 MI) EAST OF MILEPOST 414, 0.2 KM (0.1 MI) WEST OF A PAVED
 CT0562'ROAD CROSSING, 15.6 METERS (51.2 FT) SOUTH OF THE CENTERLINE OF FARM
 CT0562'ROAD 320, 9.5 METERS (31.2 FT) NORTH OF THE NEAR RAIL AND 9.2 METERS
 CT0562'(30.2 FT) EAST OF A UTILITY POLE.
 CT0562'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CT0562'THE MARK IS 0.6 M BELOW THE TRACKS.
 CT0562
 CT0562                          STATION RECOVERY (1994)
 CT0562
 CT0562'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0562'RECOVERED IN GOOD CONDITION.
 CT0562
 CT0562                          STATION RECOVERY (2001)
 CT0562
 CT0562'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0749 ***********************************************************************
 AH0749  DESIGNATION -  Z 918
 AH0749  PID         -  AH0749
 AH0749  STATE/COUNTY-  TX/NUECES
 AH0749  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0749
 AH0749                         *CURRENT SURVEY CONTROL
 AH0749  ___________________________________________________________________
 AH0749* NAD 83(1986)-  27 35 14.     (N)    097 51 28.     (W)     SCALED    
 AH0749* NAVD 88     -        21.947  (meters)      72.00   (feet)  POSTED    
 AH0749  ___________________________________________________________________
 AH0749  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH0749  DYNAMIC HT  -          21.910 (meters)      71.88  (feet)  COMP
 AH0749  MODELED GRAV-     979,098.6   (mgal)                       NAVD 88
 AH0749
 AH0749  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AH0749
 AH0749.The horizontal coordinates were scaled from a topographic map and have
 AH0749.an estimated accuracy of +/- 6 seconds.
 AH0749
 AH0749.The orthometric height was determined by differential leveling
 AH0749.and adjusted by the National Geodetic Survey in 1992..
 AH0749.No vertical observational check was made to the station.
 AH0749.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AH0749.was located on a no-check spur therefore a value was not computed.
 AH0749
 AH0749.The geoid height was determined by GEOID03.
 AH0749
 AH0749.The dynamic height is computed by dividing the NAVD 88
 AH0749.geopotential number by the normal gravity value computed on the
 AH0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0749.degrees latitude (g = 980.6199 gals.).
 AH0749
 AH0749.The modeled gravity was interpolated from observed gravity values.
 AH0749
 AH0749;                    North         East    Units  Estimated Accuracy
 AH0749;SPC TX S     - 5,212,950.      363,410.      MT  (+/- 180 meters Scaled)
 AH0749
 AH0749                          SUPERSEDED SURVEY CONTROL
 AH0749
 AH0749  NGVD 29 (??/??/92)   22.058  (m)           72.37   (f) ADJ UNCH    1 2
 AH0749
 AH0749.Superseded values are not recommended for survey control.
 AH0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0749.See file dsdata.txt to determine how the superseded data were derived.
 AH0749
 AH0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR127519(NAD 83)
 AH0749_MARKER: DB = BENCH MARK DISK
 AH0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0749_STAMPING: Z 918 1945
 AH0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0749+STABILITY: SURFACE MOTION
 AH0749
 AH0749  HISTORY     - Date     Condition        Report By
 AH0749  HISTORY     - 1945     MONUMENTED       CGS
 AH0749  HISTORY     - 1975     GOOD             USGS
 AH0749  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0749
 AH0749                          STATION DESCRIPTION
 AH0749
 AH0749'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0749'4.15 MI SW FROM BISHOP.
 AH0749'1.3 MILES SOUTHWEST ALONG STATE HWY 428 (U.S. HWY 77 BUSINESS) FROM
 AH0749'MAIN STREET AT BISHOP, TO ROAD WEST, 2.85 MILES WEST ALONG PAVED ROAD
 AH0749'ON NORTH SIDE CELANESE PLANT, AT FIELD ROAD WEST OVER WOODEN BRIDGE
 AH0749'OVER DITCH, 78 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 24
 AH0749'FT. NORTH OF CENTERLINE OF TRACK ROAD, 2 FT. EAST OF FENCE AT BASE OF
 AH0749'TREE.  AN IRON DISK SET IN A CONCRETE POST PROJECTING 0.5 FT.
 AH0749
 AH0749                          STATION RECOVERY (1997)
 AH0749
 AH0749'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0426 ***********************************************************************
 AH0426  DESIGNATION -  Z 919
 AH0426  PID         -  AH0426
 AH0426  STATE/COUNTY-  TX/KLEBERG
 AH0426  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0426
 AH0426                         *CURRENT SURVEY CONTROL
 AH0426  ___________________________________________________________________
 AH0426* NAD 83(1986)-  27 30 45.     (N)    097 28 00.     (W)     SCALED    
 AH0426* NAVD 88     -         6.978  (meters)      22.89   (feet)  ADJUSTED  
 AH0426  ___________________________________________________________________
 AH0426  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AH0426  DYNAMIC HT  -           6.967 (meters)      22.86  (feet)  COMP
 AH0426  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 AH0426
 AH0426  VERT ORDER  -  SECOND    CLASS 0
 AH0426
 AH0426.The horizontal coordinates were scaled from a topographic map and have
 AH0426.an estimated accuracy of +/- 6 seconds.
 AH0426
 AH0426.The orthometric height was determined by differential leveling
 AH0426.and adjusted by the National Geodetic Survey in June 1991..
 AH0426
 AH0426.The geoid height was determined by GEOID03.
 AH0426
 AH0426.The dynamic height is computed by dividing the NAVD 88
 AH0426.geopotential number by the normal gravity value computed on the
 AH0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0426.degrees latitude (g = 980.6199 gals.).
 AH0426
 AH0426.The modeled gravity was interpolated from observed gravity values.
 AH0426
 AH0426;                    North         East    Units  Estimated Accuracy
 AH0426;SPC TX S     - 5,204,920.      402,090.      MT  (+/- 180 meters Scaled)
 AH0426
 AH0426                          SUPERSEDED SURVEY CONTROL
 AH0426
 AH0426  NGVD 29 (??/??/92)    7.106  (m)           23.31   (f) ADJ UNCH    2 0
 AH0426
 AH0426.Superseded values are not recommended for survey control.
 AH0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0426.See file dsdata.txt to determine how the superseded data were derived.
 AH0426
 AH0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR514441(NAD 83)
 AH0426_MARKER: DB = BENCH MARK DISK
 AH0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0426_STAMPING: Z 919 1945
 AH0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0426+STABILITY: SURFACE MOTION
 AH0426
 AH0426  HISTORY     - Date     Condition        Report By
 AH0426  HISTORY     - 1945     MONUMENTED       CGS
 AH0426  HISTORY     - 1949     GOOD             NGS
 AH0426  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0426
 AH0426                          STATION DESCRIPTION
 AH0426
 AH0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0426'3.3 MI SE FROM KING RANCH.
 AH0426'3.3 MILES SOUTHEAST ALONG A ROAD FROM THE LAURELES DIVISION
 AH0426'HEADQUARTERS OF THE KING RANCH, KLEBERG COUNTY, THENCE 0.4 MILE
 AH0426'NORTHEAST ALONG A ROAD FROM OUTLYING FIELD 12 (ABANDONED).  ON THE
 AH0426'KING RANCH, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND 2
 AH0426'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  AN IRON DISK, STAMPED
 AH0426'Z 919 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 AH0426'ABOVE GROUND.
 AH0426
 AH0426                          STATION RECOVERY (1969)
 AH0426
 AH0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0024 ***********************************************************************
 BY0024  DESIGNATION -  Z 92
 BY0024  PID         -  BY0024
 BY0024  STATE/COUNTY-  TX/SHELBY
 BY0024  USGS QUAD   -  CENTER (1984)
 BY0024
 BY0024                         *CURRENT SURVEY CONTROL
 BY0024  ___________________________________________________________________
 BY0024* NAD 83(1986)-  31 47 39.     (N)    094 11 01.     (W)     SCALED    
 BY0024* NAVD 88     -       115.392  (meters)     378.58   (feet)  ADJUSTED  
 BY0024  ___________________________________________________________________
 BY0024  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY0024  DYNAMIC HT  -         115.254 (meters)     378.13  (feet)  COMP
 BY0024  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 BY0024
 BY0024  VERT ORDER  -  FIRST     CLASS II
 BY0024
 BY0024.The horizontal coordinates were scaled from a topographic map and have
 BY0024.an estimated accuracy of +/- 6 seconds.
 BY0024
 BY0024.The orthometric height was determined by differential leveling
 BY0024.and adjusted by the National Geodetic Survey in June 1991..
 BY0024
 BY0024.The geoid height was determined by GEOID03.
 BY0024
 BY0024.The dynamic height is computed by dividing the NAVD 88
 BY0024.geopotential number by the normal gravity value computed on the
 BY0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0024.degrees latitude (g = 980.6199 gals.).
 BY0024
 BY0024.The modeled gravity was interpolated from observed gravity values.
 BY0024
 BY0024;                    North         East    Units  Estimated Accuracy
 BY0024;SPC TX C     - 3,251,950.    1,282,090.      MT  (+/- 180 meters Scaled)
 BY0024
 BY0024                          SUPERSEDED SURVEY CONTROL
 BY0024
 BY0024  NGVD 29 (??/??/??)  115.432  (m)          378.71   (f) ADJUSTED    1 2
 BY0024
 BY0024.Superseded values are not recommended for survey control.
 BY0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0024.See file dsdata.txt to determine how the superseded data were derived.
 BY0024
 BY0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR879182(NAD 83)
 BY0024_MARKER: DB = BENCH MARK DISK
 BY0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0024_STAMPING: 378.716
 BY0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0024+STABILITY: SURFACE MOTION
 BY0024
 BY0024  HISTORY     - Date     Condition        Report By
 BY0024  HISTORY     - UNK      MONUMENTED       CGS
 BY0024  HISTORY     - 1949     GOOD             NGS
 BY0024  HISTORY     - 1979     GOOD             NGS
 BY0024  HISTORY     - 20011125 GOOD             USPSQD
 BY0024
 BY0024                          STATION DESCRIPTION
 BY0024
 BY0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0024'IN CENTER.
 BY0024'AT CENTER, 0.1 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE,
 BY0024'IN THE NORTHEAST CORNER OF THE HIGH SCHOOL YARD, AT THE CORNER OF
 BY0024'COLLEGE AND NACOGDOCHES STREETS, 145.8 FEET NORTHEAST OF THE NORTHEAST
 BY0024'CORNER OF THE HIGH SCHOOL, 48.0 FEET SOUTH OF THE CENTER LINE OF
 BY0024'COLLEGE STREET, 28.5 FEET NORTHWEST OF THE CENTER LINE OF NACOGDOCHES
 BY0024'STREET, 21.4 FEET SOUTH OF THE NORTHEAST CORNER OF CURB SURROUNDING
 BY0024'THE SCHOOL YARD, 1.2 FEET BELOW THE TOP OF THE CURB, 0.3 FOOT ABOVE
 BY0024'THE SIDEWALK, IN LINE WITH THE CURB AROUND THE SCHOOL YARD AND AT
 BY0024'OFFSET IN THE CURB (OFFSET TO SURROUND MARK), AND SET IN THE TOP OF A
 BY0024'CONCRETE POST.  NOTE-- Z 92 AND 1932 HAVE BEEN WORN OFF OF THE DISK.
 BY0024
 BY0024                          STATION RECOVERY (1979)
 BY0024
 BY0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0024'RECOVERED IN GOOD CONDITION.
 BY0024
 BY0024                          STATION RECOVERY (2001)
 BY0024
 BY0024'RECOVERY NOTE BY US POWER SQUADRON 2001 (CHN)
 BY0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0845 ***********************************************************************
 AH0845  DESIGNATION -  Z 920
 AH0845  PID         -  AH0845
 AH0845  STATE/COUNTY-  TX/NUECES
 AH0845  USGS QUAD   -  PETRONILA NE (1975)
 AH0845
 AH0845                         *CURRENT SURVEY CONTROL
 AH0845  ___________________________________________________________________
 AH0845* NAD 83(1986)-  27 37 45.     (N)    097 32 08.     (W)     SCALED    
 AH0845* NAVD 88     -        12.584  (meters)      41.29   (feet)  ADJUSTED  
 AH0845  ___________________________________________________________________
 AH0845  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH0845  DYNAMIC HT  -          12.565 (meters)      41.22  (feet)  COMP
 AH0845  MODELED GRAV-     979,117.2   (mgal)                       NAVD 88
 AH0845
 AH0845  VERT ORDER  -  SECOND    CLASS 0
 AH0845
 AH0845.The horizontal coordinates were scaled from a topographic map and have
 AH0845.an estimated accuracy of +/- 6 seconds.
 AH0845
 AH0845.The orthometric height was determined by differential leveling
 AH0845.and adjusted by the National Geodetic Survey in June 1991..
 AH0845
 AH0845.The geoid height was determined by GEOID03.
 AH0845
 AH0845.The dynamic height is computed by dividing the NAVD 88
 AH0845.geopotential number by the normal gravity value computed on the
 AH0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0845.degrees latitude (g = 980.6199 gals.).
 AH0845
 AH0845.The modeled gravity was interpolated from observed gravity values.
 AH0845
 AH0845;                    North         East    Units  Estimated Accuracy
 AH0845;SPC TX S     - 5,217,800.      395,180.      MT  (+/- 180 meters Scaled)
 AH0845
 AH0845                          SUPERSEDED SURVEY CONTROL
 AH0845
 AH0845  NGVD 29 (??/??/92)   12.739  (m)           41.79   (f) ADJ UNCH    2 0
 AH0845
 AH0845.Superseded values are not recommended for survey control.
 AH0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0845.See file dsdata.txt to determine how the superseded data were derived.
 AH0845
 AH0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR444569(NAD 83)
 AH0845_MARKER: DB = BENCH MARK DISK
 AH0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0845_STAMPING: Z 920 1945
 AH0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0845+STABILITY: SURFACE MOTION
 AH0845
 AH0845  HISTORY     - Date     Condition        Report By
 AH0845  HISTORY     - 1945     MONUMENTED       CGS
 AH0845  HISTORY     - 1954     GOOD             NGS
 AH0845  HISTORY     - 1966     MARK NOT FOUND   BOR
 AH0845  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0845  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0845
 AH0845                          STATION DESCRIPTION
 AH0845
 AH0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AH0845'9.0 MI N FROM CHAPMAN RANCH.
 AH0845'5.0 MILES WEST ALONG A PAVED ROAD LEADING TO BISHOP FROM CHAPMAN RANCH
 AH0845'HEADQUARTERS, NUECES COUNTY, 3.0 MILES NORTH ALONG A PAVED ROAD. 1.0
 AH0845'MILE NORTH OF THE NORTHWEST CORNER OF OUTLYING FIELD 2-A (ABANDONED).
 AH0845'AT A T-ROAD EAST, 175 FEET SOUTH AND 42 EAST OF AN T-JUNCTION, 250
 AH0845'FEET SOUTH OF A WINDMILL.  AN IRON DISK, STAMPED Z 920 1945 AND SET IN
 AH0845'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 AH0845
 AH0845                          STATION RECOVERY (1966)
 AH0845
 AH0845'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0845'MARK NOT FOUND.
 AH0845
 AH0845                          STATION RECOVERY (2001)
 AH0845
 AH0845'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0845'MARK NOT FOUND.
 AH0845
 AH0845                          STATION RECOVERY (2002)
 AH0845
 AH0845'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0397 ***********************************************************************
 DN0397  DESIGNATION -  Z 922
 DN0397  PID         -  DN0397
 DN0397  STATE/COUNTY-  TX/COLLIN
 DN0397  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0397
 DN0397                         *CURRENT SURVEY CONTROL
 DN0397  ___________________________________________________________________
 DN0397* NAD 83(1986)-  33 09 58.     (N)    096 37 44.     (W)     SCALED    
 DN0397* NAVD 88     -       181.370  (meters)     595.04   (feet)  ADJUSTED  
 DN0397  ___________________________________________________________________
 DN0397  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DN0397  DYNAMIC HT  -         181.174 (meters)     594.40  (feet)  COMP
 DN0397  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 DN0397
 DN0397  VERT ORDER  -  SECOND    CLASS 0
 DN0397
 DN0397.This mark is at Mckinney Muni (TKI) Airport (TKI)
 DN0397
 DN0397.The horizontal coordinates were scaled from a topographic map and have
 DN0397.an estimated accuracy of +/- 6 seconds.
 DN0397
 DN0397.The orthometric height was determined by differential leveling
 DN0397.and adjusted by the National Geodetic Survey in June 1991..
 DN0397
 DN0397.The geoid height was determined by GEOID03.
 DN0397
 DN0397.The dynamic height is computed by dividing the NAVD 88
 DN0397.geopotential number by the normal gravity value computed on the
 DN0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0397.degrees latitude (g = 980.6199 gals.).
 DN0397
 DN0397.The modeled gravity was interpolated from observed gravity values.
 DN0397
 DN0397;                    North         East    Units  Estimated Accuracy
 DN0397;SPC TXNC     - 2,167,830.      774,500.      MT  (+/- 180 meters Scaled)
 DN0397
 DN0397                          SUPERSEDED SURVEY CONTROL
 DN0397
 DN0397  NGVD 29 (??/??/92)  181.389  (m)          595.11   (f) ADJ UNCH    2 0
 DN0397
 DN0397.Superseded values are not recommended for survey control.
 DN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0397.See file dsdata.txt to determine how the superseded data were derived.
 DN0397
 DN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB211722(NAD 83)
 DN0397_MARKER: DB = BENCH MARK DISK
 DN0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0397_STAMPING: Z 922 1946
 DN0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0397+STABILITY: SURFACE MOTION
 DN0397
 DN0397  HISTORY     - Date     Condition        Report By
 DN0397  HISTORY     - 1946     MONUMENTED       CGS
 DN0397  HISTORY     - 1960     MARK NOT FOUND   NGS
 DN0397  HISTORY     - 19910715 MARK NOT FOUND   USPSQD
 DN0397  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0397
 DN0397                          STATION DESCRIPTION
 DN0397
 DN0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0397'2.4 MI S FROM MCKINNEY.
 DN0397'2.4 MILES SOUTH ALONG U.S. HIGHWAY 75 FROM THE COURTHOUSE AT MCKINNEY,
 DN0397'SET IN THE SOUTHEAST CORNER OF MCKINNEY AIRPORT, 25.2 FEET NORTH OF A
 DN0397'FENCE CORNER, 7 FEET WEST OF A WIRE FENCE, AND 6.1 FEET EAST OF AN
 DN0397'AIRPORT BOUNDARY MARKER.  A STANDARD DISK, STAMPED Z 922 1946 AND SET
 DN0397'IN THE TOP OF A CONCRETE POST.
 DN0397
 DN0397                          STATION RECOVERY (1991)
 DN0397
 DN0397'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0397'MARK NOT FOUND.
 DN0397
 DN0397                          STATION RECOVERY (2005)
 DN0397
 DN0397'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1213 ***********************************************************************
 CS1213  DESIGNATION -  Z 923
 CS1213  PID         -  CS1213
 CS1213  STATE/COUNTY-  TX/DALLAS
 CS1213  USGS QUAD   -  DALLAS (1981)
 CS1213
 CS1213                         *CURRENT SURVEY CONTROL
 CS1213  ___________________________________________________________________
 CS1213* NAD 83(1986)-  32 50 24.     (N)    096 46 12.     (W)     SCALED    
 CS1213* NAVD 88     -       183.168  (meters)     600.94   (feet)  ADJUSTED  
 CS1213  ___________________________________________________________________
 CS1213  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS1213  DYNAMIC HT  -         182.961 (meters)     600.26  (feet)  COMP
 CS1213  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 CS1213
 CS1213  VERT ORDER  -  FIRST     CLASS II
 CS1213
 CS1213.The horizontal coordinates were scaled from a topographic map and have
 CS1213.an estimated accuracy of +/- 6 seconds.
 CS1213
 CS1213.The orthometric height was determined by differential leveling
 CS1213.and adjusted by the National Geodetic Survey in June 1991..
 CS1213.WARNING-Repeat measurements at this control monument indicate possible
 CS1213.vertical movement.
 CS1213
 CS1213.The geoid height was determined by GEOID03.
 CS1213
 CS1213.The dynamic height is computed by dividing the NAVD 88
 CS1213.geopotential number by the normal gravity value computed on the
 CS1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1213.degrees latitude (g = 980.6199 gals.).
 CS1213
 CS1213.The modeled gravity was interpolated from observed gravity values.
 CS1213
 CS1213;                    North         East    Units  Estimated Accuracy
 CS1213;SPC TXNC     - 2,131,440.      761,940.      MT  (+/- 180 meters Scaled)
 CS1213
 CS1213                          SUPERSEDED SURVEY CONTROL
 CS1213
 CS1213  NGVD 29 (??/??/92)  183.169  (m)          600.95   (f) ADJ UNCH    1 2
 CS1213
 CS1213.Superseded values are not recommended for survey control.
 CS1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1213.See file dsdata.txt to determine how the superseded data were derived.
 CS1213
 CS1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB087357(NAD 83)
 CS1213_MARKER: DB = BENCH MARK DISK
 CS1213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1213_SP_SET: PIER
 CS1213_STAMPING: Z 923 1946
 CS1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1213+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 CS1213
 CS1213  HISTORY     - Date     Condition        Report By
 CS1213  HISTORY     - 1946     MONUMENTED       CGS
 CS1213  HISTORY     - 1952     GOOD             NGS
 CS1213  HISTORY     - 1958     GOOD             NGS
 CS1213  HISTORY     - 1984     GOOD             USPSQD
 CS1213  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1213  HISTORY     - 1987     GOOD             USPSQD
 CS1213  HISTORY     - 20060531 GOOD             HALFF
 CS1213
 CS1213                          STATION DESCRIPTION
 CS1213
 CS1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1213'2.0 MI S FROM VICKERY.
 CS1213'2.0 MILES SOUTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT VICKERY,
 CS1213'AT THE OVERPASS OF THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS,
 CS1213'79 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 4.5 FEET ABOVE THE
 CS1213'GROUND, SET VERTICALLY IN THE SOUTH SIDE OF THE NORTHWEST CONCRETE
 CS1213'PIER OF THE OVERPASS.
 CS1213
 CS1213                          STATION RECOVERY (1958)
 CS1213
 CS1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1213'RECOVERED IN GOOD CONDITION.
 CS1213
 CS1213                          STATION RECOVERY (1984)
 CS1213
 CS1213'RECOVERY NOTE BY US POWER SQUADRON 1984
 CS1213'RECOVERED IN GOOD CONDITION.
 CS1213
 CS1213                          STATION RECOVERY (1986)
 CS1213
 CS1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1213'MARK NOT FOUND.
 CS1213
 CS1213                          STATION RECOVERY (1987)
 CS1213
 CS1213'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1213'RECOVERED IN GOOD CONDITION.
 CS1213
 CS1213                          STATION RECOVERY (2006)
 CS1213
 CS1213'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2006 (GSK)
 CS1213'AT THE OVERPASS OF THE DART ROW (FORMERERLY MISSOURI, KANSAS AND TEXAS
 CS1213'RAILROAD) AND GREENVILLE AVENUE (SOUTH BOUND)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1337 ***********************************************************************
 CS1337  DESIGNATION -  Z 924
 CS1337  PID         -  CS1337
 CS1337  STATE/COUNTY-  TX/DALLAS
 CS1337  USGS QUAD   -  ROWLETT (1973)
 CS1337
 CS1337                         *CURRENT SURVEY CONTROL
 CS1337  ___________________________________________________________________
 CS1337* NAD 83(1986)-  32 57 51.     (N)    096 36 18.     (W)     SCALED    
 CS1337* NAVD 88     -       156.937  (meters)     514.88   (feet)  ADJUSTED  
 CS1337  ___________________________________________________________________
 CS1337  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CS1337  DYNAMIC HT  -         156.765 (meters)     514.32  (feet)  COMP
 CS1337  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 CS1337
 CS1337  VERT ORDER  -  SECOND    CLASS 0
 CS1337
 CS1337.The horizontal coordinates were scaled from a topographic map and have
 CS1337.an estimated accuracy of +/- 6 seconds.
 CS1337
 CS1337.The orthometric height was determined by differential leveling
 CS1337.and adjusted by the National Geodetic Survey in June 1991..
 CS1337
 CS1337.The geoid height was determined by GEOID03.
 CS1337
 CS1337.The dynamic height is computed by dividing the NAVD 88
 CS1337.geopotential number by the normal gravity value computed on the
 CS1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1337.degrees latitude (g = 980.6199 gals.).
 CS1337
 CS1337.The modeled gravity was interpolated from observed gravity values.
 CS1337
 CS1337;                    North         East    Units  Estimated Accuracy
 CS1337;SPC TXNC     - 2,145,480.      777,130.      MT  (+/- 180 meters Scaled)
 CS1337
 CS1337                          SUPERSEDED SURVEY CONTROL
 CS1337
 CS1337  NGVD 29 (??/??/92)  156.952  (m)          514.93   (f) ADJ UNCH    2 0
 CS1337
 CS1337.Superseded values are not recommended for survey control.
 CS1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1337.See file dsdata.txt to determine how the superseded data were derived.
 CS1337
 CS1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB238498(NAD 83)
 CS1337_MARKER: DB = BENCH MARK DISK
 CS1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1337_STAMPING: Z 924 1946
 CS1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1337+STABILITY: SURFACE MOTION
 CS1337
 CS1337  HISTORY     - Date     Condition        Report By
 CS1337  HISTORY     - 1946     MONUMENTED       CGS
 CS1337  HISTORY     - 1964     GOOD             NGS
 CS1337  HISTORY     - 19910628 GOOD             USPSQD
 CS1337  HISTORY     - 20000130 GOOD             LOCSUR
 CS1337
 CS1337                          STATION DESCRIPTION
 CS1337
 CS1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1337'4.2 MI NE FROM GARLAND.
 CS1337'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM THE MISSOURI, KANSAS,
 CS1337'AND TEXAS RAILWAY STATION AT GARLAND, 23 FEET WEST OF THE CENTER LINE
 CS1337'OF THE HIGHWAY, 58.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A ONE
 CS1337'STORY WHITE FARM HOUSE, 7.4 FEET NORTH OF THE CORNER OF A WIRE FENCE,
 CS1337'13.2 FEET NORTH OF A 14 INCH THORN TREE, 4 FEET SOUTH OF A TELEPHONE
 CS1337'POLE, 3.2 FEET NORTH OF REFERENCE POST.  NOTE-- STATE HIGHWAY 78 HAS
 CS1337'BEEN CHANGED.  THE ROUTE IS NOW AS FOLLOWS-- TO REACH THE BENCH MARK
 CS1337'FROM THE JUNCTION OF STATE HIGHWAYS 66, 78 AT THE INTERSECTION OF
 CS1337'GARLAND AVENUE AND NORTH FIRST STREET IN GARLAND, GO NORTHEAST ON
 CS1337'NORTH FIRST STREET FOR 1.45 MILES TO CRIST ROAD.  TURN RIGHT AND
 CS1337'FOLLOW CRIST ROAD FOR 0.65 MILE TO STATE HIGHWAY 78.  TURN LEFT, AND
 CS1337'FOLLOW STATE HIGHWAY 78 FOR 1.05 MILES TO A ROAD FORK.  TAKE RIGHT
 CS1337'FORK, (OLD HIGHWAY 78) GO 1.0 TO THE BENCH MARK ON THE LEFT.
 CS1337
 CS1337                          STATION RECOVERY (1991)
 CS1337
 CS1337'RECOVERY NOTE BY US POWER SQUADRON 1991 (CES)
 CS1337'RECOVERED IN GOOD CONDITION.
 CS1337
 CS1337                          STATION RECOVERY (2000)
 CS1337
 CS1337'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (LL)
 CS1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0222 ***********************************************************************
 DN0222  DESIGNATION -  Z 925
 DN0222  PID         -  DN0222
 DN0222  STATE/COUNTY-  TX/HUNT
 DN0222  USGS QUAD   -  GREENVILLE NW (1962)
 DN0222
 DN0222                         *CURRENT SURVEY CONTROL
 DN0222  ___________________________________________________________________
 DN0222* NAD 83(1986)-  33 08 08.     (N)    096 14 38.     (W)     SCALED    
 DN0222* NAVD 88     -       177.616  (meters)     582.73   (feet)  ADJUSTED  
 DN0222  ___________________________________________________________________
 DN0222  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DN0222  DYNAMIC HT  -         177.422 (meters)     582.09  (feet)  COMP
 DN0222  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 DN0222
 DN0222  VERT ORDER  -  SECOND    CLASS 0
 DN0222
 DN0222.The horizontal coordinates were scaled from a topographic map and have
 DN0222.an estimated accuracy of +/- 6 seconds.
 DN0222
 DN0222.The orthometric height was determined by differential leveling
 DN0222.and adjusted by the National Geodetic Survey in June 1991..
 DN0222
 DN0222.The geoid height was determined by GEOID03.
 DN0222
 DN0222.The dynamic height is computed by dividing the NAVD 88
 DN0222.geopotential number by the normal gravity value computed on the
 DN0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0222.degrees latitude (g = 980.6199 gals.).
 DN0222
 DN0222.The modeled gravity was interpolated from observed gravity values.
 DN0222
 DN0222;                    North         East    Units  Estimated Accuracy
 DN0222;SPC TXNC     - 2,165,150.      810,480.      MT  (+/- 180 meters Scaled)
 DN0222
 DN0222                          SUPERSEDED SURVEY CONTROL
 DN0222
 DN0222  NGVD 29 (??/??/92)  177.590  (m)          582.64   (f) ADJ UNCH    2 0
 DN0222
 DN0222.Superseded values are not recommended for survey control.
 DN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0222.See file dsdata.txt to determine how the superseded data were derived.
 DN0222
 DN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB571696(NAD 83)
 DN0222_MARKER: DB = BENCH MARK DISK
 DN0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0222_STAMPING: Z 925 1946
 DN0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0222+STABILITY: SURFACE MOTION
 DN0222
 DN0222  HISTORY     - Date     Condition        Report By
 DN0222  HISTORY     - 1946     MONUMENTED       CGS
 DN0222  HISTORY     - 1954     GOOD             NGS
 DN0222  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0222
 DN0222                          STATION DESCRIPTION
 DN0222
 DN0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0222'1.0 MI S FROM FLOYD.
 DN0222'1.0 MILE SOUTH ALONG FARM ROAD 36 FROM THE METHODIST CHURCH AT FLOYD,
 DN0222'122 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, ON THE OUTSIDE
 DN0222'OF A LONG CURVE IN THE FARM ROAD, 16 FEET EAST OF THE CENTER LINE OF A
 DN0222'PRIVATE ROAD, 80.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DN0222'FARMHOUSE, 6 FEET EAST OF A FENCE CORNER, 3 FEET EAST OF A WITNESS
 DN0222'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE
 DN0222'THE GROUND.
 DN0222
 DN0222                          STATION RECOVERY (1994)
 DN0222
 DN0222'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0013 ***********************************************************************
 CS0013  DESIGNATION -  Z 926
 CS0013  PID         -  CS0013
 CS0013  STATE/COUNTY-  TX/ROCKWALL
 CS0013  USGS QUAD   -  ROYSE CITY (1963)
 CS0013
 CS0013                         *CURRENT SURVEY CONTROL
 CS0013  ___________________________________________________________________
 CS0013* NAD 83(1986)-  32 58 29.     (N)    096 19 49.     (W)     SCALED    
 CS0013* NAVD 88     -       171.373  (meters)     562.25   (feet)  ADJUSTED  
 CS0013  ___________________________________________________________________
 CS0013  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0013  DYNAMIC HT  -         171.185 (meters)     561.63  (feet)  COMP
 CS0013  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 CS0013
 CS0013  VERT ORDER  -  FIRST     CLASS II
 CS0013
 CS0013.The horizontal coordinates were scaled from a topographic map and have
 CS0013.an estimated accuracy of +/- 6 seconds.
 CS0013
 CS0013.The orthometric height was determined by differential leveling
 CS0013.and adjusted by the National Geodetic Survey in June 1991..
 CS0013.WARNING-Repeat measurements at this control monument indicate possible
 CS0013.vertical movement.
 CS0013
 CS0013.The geoid height was determined by GEOID03.
 CS0013
 CS0013.The dynamic height is computed by dividing the NAVD 88
 CS0013.geopotential number by the normal gravity value computed on the
 CS0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0013.degrees latitude (g = 980.6199 gals.).
 CS0013
 CS0013.The modeled gravity was interpolated from observed gravity values.
 CS0013
 CS0013;                    North         East    Units  Estimated Accuracy
 CS0013;SPC TXNC     - 2,147,140.      802,790.      MT  (+/- 180 meters Scaled)
 CS0013
 CS0013                          SUPERSEDED SURVEY CONTROL
 CS0013
 CS0013  NGVD 29 (??/??/92)  171.367  (m)          562.23   (f) ADJ UNCH    1 2
 CS0013
 CS0013.Superseded values are not recommended for survey control.
 CS0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0013.See file dsdata.txt to determine how the superseded data were derived.
 CS0013
 CS0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB495516(NAD 83)
 CS0013_MARKER: DB = BENCH MARK DISK
 CS0013_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CS0013_SP_SET: FOUNDATION WALL
 CS0013_STAMPING: Z 926 1946
 CS0013_MARK LOGO: CGS   
 CS0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS0013+STABILITY: POSITION/ELEVATION WELL
 CS0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS0013+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 CS0013
 CS0013  HISTORY     - Date     Condition        Report By
 CS0013  HISTORY     - 1946     MONUMENTED       CGS
 CS0013  HISTORY     - 1986     GOOD             NGS
 CS0013  HISTORY     - 20030920 GOOD             INDIV
 CS0013
 CS0013                          STATION DESCRIPTION
 CS0013
 CS0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0013'IN ROYCE CITY.
 CS0013'AT ROYCE CITY, IN THE CITY HALL.  67.8 FEET NORTH OF THE NORTH RAIL OF
 CS0013'THE MAIN TRACK OF THE MISSOURI, KANSAS AND TEXAS RAILROAD, 17.7 FEET
 CS0013'SOUTH OF THE WEST ENTRANCE OF THE CITY HALL.  A BRONZE DISK SET
 CS0013'VERTICALLY IN THE SOUTH WALL OF THE CITY HALL.
 CS0013
 CS0013                          STATION RECOVERY (1986)
 CS0013
 CS0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0013'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ROYCE
 CS0013'CITY, AT THE JUNCTION OF MAIN AND ARCH STREETS, SET VERTICALLY IN THE
 CS0013'SOUTHEAST FACE OF THE FOUNDATION WALL OF THE CITY HALL, 55.7 M (182.7
 CS0013'FT) SOUTHEAST OF THE CENTERLINE OF MAIN STREET, 10.2 M (33.5 FT)
 CS0013'NORTHEAST OF THE CENTER OF ARCH STREET, AND 0.2 M (0.7 FT) NORTHEAST
 CS0013'OF THE SOUTHWEST CORNER OF THE BUILDING.
 CS0013'THE MARK IS 1.3 M ABOVE A SIDEWALK.
 CS0013
 CS0013                          STATION RECOVERY (2003)
 CS0013
 CS0013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GOE)
 CS0013'BUILDING IS NOW THE ROYSE CITY LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1358 ***********************************************************************
 CS1358  DESIGNATION -  Z 929
 CS1358  PID         -  CS1358
 CS1358  STATE/COUNTY-  TX/DALLAS
 CS1358  USGS QUAD   -  MESQUITE (1973)
 CS1358
 CS1358                         *CURRENT SURVEY CONTROL
 CS1358  ___________________________________________________________________
 CS1358* NAD 83(1986)-  32 49 58.     (N)    096 31 15.     (W)     SCALED    
 CS1358* NAVD 88     -       122.341  (meters)     401.38   (feet)  ADJUSTED  
 CS1358  ___________________________________________________________________
 CS1358  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CS1358  DYNAMIC HT  -         122.206 (meters)     400.94  (feet)  COMP
 CS1358  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 CS1358
 CS1358  VERT ORDER  -  SECOND    CLASS 0
 CS1358
 CS1358.The horizontal coordinates were scaled from a topographic map and have
 CS1358.an estimated accuracy of +/- 6 seconds.
 CS1358
 CS1358.The orthometric height was determined by differential leveling
 CS1358.and adjusted by the National Geodetic Survey in June 1991..
 CS1358
 CS1358.The geoid height was determined by GEOID03.
 CS1358
 CS1358.The dynamic height is computed by dividing the NAVD 88
 CS1358.geopotential number by the normal gravity value computed on the
 CS1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1358.degrees latitude (g = 980.6199 gals.).
 CS1358
 CS1358.The modeled gravity was interpolated from observed gravity values.
 CS1358
 CS1358;                    North         East    Units  Estimated Accuracy
 CS1358;SPC TXNC     - 2,131,060.      785,270.      MT  (+/- 180 meters Scaled)
 CS1358
 CS1358                          SUPERSEDED SURVEY CONTROL
 CS1358
 CS1358  NGVD 29 (??/??/92)  122.356  (m)          401.43   (f) ADJ UNCH    2 0
 CS1358
 CS1358.Superseded values are not recommended for survey control.
 CS1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1358.See file dsdata.txt to determine how the superseded data were derived.
 CS1358
 CS1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB320354(NAD 83)
 CS1358_MARKER: DB = BENCH MARK DISK
 CS1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1358_STAMPING: Z 929 1946
 CS1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1358+STABILITY: SURFACE MOTION
 CS1358
 CS1358  HISTORY     - Date     Condition        Report By
 CS1358  HISTORY     - 1946     MONUMENTED       CGS
 CS1358  HISTORY     - 1958     GOOD             NGS
 CS1358  HISTORY     - 19910626 MARK NOT FOUND   USPSQD
 CS1358
 CS1358                          STATION DESCRIPTION
 CS1358
 CS1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1358'3.0 MI W FROM HEATH.
 CS1358'IN DALLAS COUNTY, 3.0 MILES WEST FROM THE GENERAL STORE AND
 CS1358'CROSSROADS, IN HEATH, ALONG BARNES BRIDGE ROAD, 100 FEET WEST OF THE
 CS1358'LEVEE ON THE WEST SIDE OF ROWLETT CREEK, 3 FEET SOUTH OF THE SOUTH
 CS1358'RIGHT-OF-WAY FENCE OF BARNES BRIDGE ROAD AND 1 1/2 FEET NORTHEAST OF A
 CS1358'FENCE LEADING SOUTHEAST TO THE BASE OF THE LEVEE.  THE MARK IS IN A 40
 CS1358'DEGREE FENCE CORNER.  A STANDARD DISK STAMPED Z 929 1946 IN A CONCRETE
 CS1358'POST PROJECTING ABOUT 3 INCHES.
 CS1358
 CS1358                          STATION RECOVERY (1991)
 CS1358
 CS1358'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0055 ***********************************************************************
 AJ0055  DESIGNATION -  Z 93
 AJ0055  PID         -  AJ0055
 AJ0055  STATE/COUNTY-  TX/DUVAL
 AJ0055  USGS QUAD   -  BENAVIDES (1968)
 AJ0055
 AJ0055                         *CURRENT SURVEY CONTROL
 AJ0055  ___________________________________________________________________
 AJ0055* NAD 83(1986)-  27 34 44.     (N)    098 27 31.     (W)     SCALED    
 AJ0055* NAVD 88     -       130.904  (meters)     429.47   (feet)  ADJUSTED  
 AJ0055  ___________________________________________________________________
 AJ0055  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AJ0055  DYNAMIC HT  -         130.697 (meters)     428.80  (feet)  COMP
 AJ0055  MODELED GRAV-     979,070.6   (mgal)                       NAVD 88
 AJ0055
 AJ0055  VERT ORDER  -  FIRST     CLASS II
 AJ0055
 AJ0055.The horizontal coordinates were scaled from a topographic map and have
 AJ0055.an estimated accuracy of +/- 6 seconds.
 AJ0055
 AJ0055.The orthometric height was determined by differential leveling
 AJ0055.and adjusted by the National Geodetic Survey in June 1991..
 AJ0055
 AJ0055.The geoid height was determined by GEOID03.
 AJ0055
 AJ0055.The dynamic height is computed by dividing the NAVD 88
 AJ0055.geopotential number by the normal gravity value computed on the
 AJ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0055.degrees latitude (g = 980.6199 gals.).
 AJ0055
 AJ0055.The modeled gravity was interpolated from observed gravity values.
 AJ0055
 AJ0055;                    North         East    Units  Estimated Accuracy
 AJ0055;SPC TX S     - 5,211,860.      304,090.      MT  (+/- 180 meters Scaled)
 AJ0055
 AJ0055                          SUPERSEDED SURVEY CONTROL
 AJ0055
 AJ0055  NGVD 29 (??/??/92)  130.969  (m)          429.69   (f) ADJ UNCH    1 2
 AJ0055
 AJ0055.Superseded values are not recommended for survey control.
 AJ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0055.See file dsdata.txt to determine how the superseded data were derived.
 AJ0055
 AJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR534506(NAD 83)
 AJ0055_MARKER: DB = BENCH MARK DISK
 AJ0055_SETTING: 0 = UNSPECIFIED SETTING
 AJ0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0055
 AJ0055  HISTORY     - Date     Condition        Report By
 AJ0055  HISTORY     - UNK      MONUMENTED       CGS
 AJ0055  HISTORY     - 1933     GOOD             NGS
 AJ0055  HISTORY     - 1934     GOOD             NGS
 AJ0055
 AJ0055                          STATION DESCRIPTION
 AJ0055
 AJ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0055'3.2 MI SW FROM BENAVIDES.
 AJ0055'ON THE TEXAS-MEXICAN RR. 1.7 MILES NE OF SWEDEN.  20 FT. W OF MILE
 AJ0055'POST 88.  40 FT. N OF TRACK.
 AJ0055
 AJ0055                          STATION RECOVERY (1934)
 AJ0055
 AJ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1327 ***********************************************************************
 CS1327  DESIGNATION -  Z 930
 CS1327  PID         -  CS1327
 CS1327  STATE/COUNTY-  TX/DALLAS
 CS1327  USGS QUAD   -  GARLAND (1973)
 CS1327
 CS1327                         *CURRENT SURVEY CONTROL
 CS1327  ___________________________________________________________________
 CS1327* NAD 83(1986)-  32 55 51.     (N)    096 44 12.     (W)     SCALED    
 CS1327* NAVD 88     -       187.703  (meters)     615.82   (feet)  ADJUSTED  
 CS1327  ___________________________________________________________________
 CS1327  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CS1327  DYNAMIC HT  -         187.493 (meters)     615.13  (feet)  COMP
 CS1327  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 CS1327
 CS1327  VERT ORDER  -  SECOND    CLASS 0
 CS1327
 CS1327.The horizontal coordinates were scaled from a topographic map and have
 CS1327.an estimated accuracy of +/- 6 seconds.
 CS1327
 CS1327.The orthometric height was determined by differential leveling
 CS1327.and adjusted by the National Geodetic Survey in June 1991..
 CS1327
 CS1327.The geoid height was determined by GEOID03.
 CS1327
 CS1327.The dynamic height is computed by dividing the NAVD 88
 CS1327.geopotential number by the normal gravity value computed on the
 CS1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1327.degrees latitude (g = 980.6199 gals.).
 CS1327
 CS1327.The modeled gravity was interpolated from observed gravity values.
 CS1327
 CS1327;                    North         East    Units  Estimated Accuracy
 CS1327;SPC TXNC     - 2,141,570.      764,890.      MT  (+/- 180 meters Scaled)
 CS1327
 CS1327                          SUPERSEDED SURVEY CONTROL
 CS1327
 CS1327  NGVD 29 (??/??/92)  187.712  (m)          615.85   (f) ADJ UNCH    2 0
 CS1327
 CS1327.Superseded values are not recommended for survey control.
 CS1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1327.See file dsdata.txt to determine how the superseded data were derived.
 CS1327
 CS1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB116458(NAD 83)
 CS1327_MARKER: DB = BENCH MARK DISK
 CS1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1327_STAMPING: Z 930
 CS1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1327+STABILITY: SURFACE MOTION
 CS1327
 CS1327  HISTORY     - Date     Condition        Report By
 CS1327  HISTORY     - UNK      MONUMENTED       CGS
 CS1327  HISTORY     - 1959     GOOD             NGS
 CS1327
 CS1327                          STATION DESCRIPTION
 CS1327
 CS1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1327'IN RICHARDSON.
 CS1327'1.3 MILES SOUTH FROM THE MAIN STREET INTERSECTION IN RICHARDSON, ALONG
 CS1327'GREENVILLE ROAD, ABOUT 25 FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE
 CS1327'DRIVE TO HOUSE NO. 1051 GREENVILLE ROAD, 3 FEET NORTH OF A POWER POLE
 CS1327'AND AT THE WEST BASE OF A WHITE BOARD FENCE.  IT IS ACROSS THE STREET
 CS1327'SOUTHEAST FROM THE SOUTH ENTRANCE TO RESTLAND MEMORIAL CEMETERY. A
 CS1327'STANDARD C. AND G.S. AND S.S. DISK STAMPED Z 930 IN A CONCRETE POST
 CS1327'WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1700 ***********************************************************************
 CS1700  DESIGNATION -  Z 931
 CS1700  PID         -  CS1700
 CS1700  STATE/COUNTY-  TX/TARRANT
 CS1700  USGS QUAD   -  HALTOM CITY (1981)
 CS1700
 CS1700                         *CURRENT SURVEY CONTROL
 CS1700  ___________________________________________________________________
 CS1700* NAD 83(1986)-  32 47 11.     (N)    097 18 05.     (W)     SCALED    
 CS1700* NAVD 88     -       177.666  (meters)     582.89   (feet)  ADJUSTED  
 CS1700  ___________________________________________________________________
 CS1700  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS1700  DYNAMIC HT  -         177.458 (meters)     582.21  (feet)  COMP
 CS1700  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CS1700
 CS1700  VERT ORDER  -  FIRST     CLASS II
 CS1700
 CS1700.The horizontal coordinates were scaled from a topographic map and have
 CS1700.an estimated accuracy of +/- 6 seconds.
 CS1700
 CS1700.The orthometric height was determined by differential leveling
 CS1700.and adjusted by the National Geodetic Survey in June 1991..
 CS1700
 CS1700.The geoid height was determined by GEOID03.
 CS1700
 CS1700.The dynamic height is computed by dividing the NAVD 88
 CS1700.geopotential number by the normal gravity value computed on the
 CS1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1700.degrees latitude (g = 980.6199 gals.).
 CS1700
 CS1700.The modeled gravity was interpolated from observed gravity values.
 CS1700
 CS1700;                    North         East    Units  Estimated Accuracy
 CS1700;SPC TXNC     - 2,124,810.      712,270.      MT  (+/- 180 meters Scaled)
 CS1700
 CS1700                          SUPERSEDED SURVEY CONTROL
 CS1700
 CS1700  NGVD 29 (??/??/92)  177.663  (m)          582.88   (f) ADJ UNCH    1 2
 CS1700
 CS1700.Superseded values are not recommended for survey control.
 CS1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1700.See file dsdata.txt to determine how the superseded data were derived.
 CS1700
 CS1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB590288(NAD 83)
 CS1700_MARKER: DB = BENCH MARK DISK
 CS1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1700_STAMPING: Z 931 1946 582.883
 CS1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1700+STABILITY: SURFACE MOTION
 CS1700
 CS1700  HISTORY     - Date     Condition        Report By
 CS1700  HISTORY     - 1946     MONUMENTED       CGS
 CS1700  HISTORY     - 1964     GOOD             NGS
 CS1700  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1700  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1700
 CS1700                          STATION DESCRIPTION
 CS1700
 CS1700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1700'IN FORT WORTH.
 CS1700'ABOUT 2.7 MILES NORTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT
 CS1700'THE SOUTHWEST CORNER OF THE INTERSECTION OF NORTH RIVERSIDE DRIVE AND
 CS1700'GOLDENROD AVENUE, 18 INCHES SOUTH OF THE SOUTH CURVE OF GOLDENROD, AND
 CS1700'12 FEET WEST OF THE WEST EDGE OF THE WALK ALONG THE WEST SIDE OF
 CS1700'RIVERSIDE.  A STANDARD DISK STAMPED Z 931 1946 582.883 IN A CONCRETE
 CS1700'POST WHICH IS ABOUT 2 INCHES BELOW THE SURFACE.
 CS1700
 CS1700                          STATION RECOVERY (1984)
 CS1700
 CS1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1700'MARK NOT FOUND.
 CS1700
 CS1700                          STATION RECOVERY (1995)
 CS1700
 CS1700'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1697 ***********************************************************************
 CS1697  DESIGNATION -  Z 932
 CS1697  PID         -  CS1697
 CS1697  STATE/COUNTY-  TX/TARRANT
 CS1697  USGS QUAD   -  FORT WORTH (1981)
 CS1697
 CS1697                         *CURRENT SURVEY CONTROL
 CS1697  ___________________________________________________________________
 CS1697* NAD 83(1986)-  32 42 22.     (N)    097 21 07.     (W)     SCALED    
 CS1697* NAVD 88     -       199.118  (meters)     653.27   (feet)  POSTED    
 CS1697  ___________________________________________________________________
 CS1697  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS1697  DYNAMIC HT  -         198.880 (meters)     652.49  (feet)  COMP
 CS1697  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 CS1697
 CS1697  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CS1697
 CS1697.The horizontal coordinates were scaled from a topographic map and have
 CS1697.an estimated accuracy of +/- 6 seconds.
 CS1697
 CS1697.The orthometric height was determined by differential leveling
 CS1697.and adjusted by the National Geodetic Survey in 1992..
 CS1697.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CS1697.rate of 0.0 thru 1.0 mm/km.
 CS1697
 CS1697.The geoid height was determined by GEOID03.
 CS1697
 CS1697.The dynamic height is computed by dividing the NAVD 88
 CS1697.geopotential number by the normal gravity value computed on the
 CS1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1697.degrees latitude (g = 980.6199 gals.).
 CS1697
 CS1697.The modeled gravity was interpolated from observed gravity values.
 CS1697
 CS1697;                    North         East    Units  Estimated Accuracy
 CS1697;SPC TXNC     - 2,115,850.      707,630.      MT  (+/- 180 meters Scaled)
 CS1697
 CS1697                          SUPERSEDED SURVEY CONTROL
 CS1697
 CS1697  NGVD 29 (??/??/92)  199.120  (m)          653.28   (f) ADJ UNCH    1 2
 CS1697
 CS1697.Superseded values are not recommended for survey control.
 CS1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1697.See file dsdata.txt to determine how the superseded data were derived.
 CS1697
 CS1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB544199(NAD 83)
 CS1697_MARKER: DB = BENCH MARK DISK
 CS1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1697_STAMPING: Z 932 1946 653.280
 CS1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1697+STABILITY: SURFACE MOTION
 CS1697
 CS1697  HISTORY     - Date     Condition        Report By
 CS1697  HISTORY     - 1946     MONUMENTED       CGS
 CS1697  HISTORY     - 1962     GOOD             NGS
 CS1697  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1697  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1697  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1697  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1697  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS1697
 CS1697                          STATION DESCRIPTION
 CS1697
 CS1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1697'3.7 MI SW FROM FORT WORTH.
 CS1697'ABOUT 3.7 MILES SOUTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH AT
 CS1697'THE NORTHEAST CORNER OF THE INTERSECTION OF BERRY STREET AND FORREST
 CS1697'PARK BOULEVARD, AT THE SOUTHWEST CORNER OF THE PASCHALL HIGH SCHOOL
 CS1697'GROUNDS, 3 FEET NORTH OF THE NORTH CURB OF BERRY STREET AND 5 FEET
 CS1697'EAST OF THE WALK ALONG THE EAST SIDE OF FORREST PARK BLVD. AND 3 FEET
 CS1697'EAST-NORTHEAST OF A TRAFFIC LIGHT POST.  A STANDARD DISK STAMPED Z 932
 CS1697'1946 653.280 IN A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 CS1697
 CS1697                          STATION RECOVERY (1989)
 CS1697
 CS1697'RECOVERY NOTE BY US POWER SQUADRON 1989 (SS)
 CS1697'MARK NOT FOUND.
 CS1697
 CS1697                          STATION RECOVERY (1991)
 CS1697
 CS1697'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1697'MARK NOT FOUND.
 CS1697
 CS1697                          STATION RECOVERY (1995)
 CS1697
 CS1697'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1697'MARK NOT FOUND.
 CS1697
 CS1697                          STATION RECOVERY (2001)
 CS1697
 CS1697'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1697'MARK NOT FOUND.
 CS1697
 CS1697                          STATION RECOVERY (2005)
 CS1697
 CS1697'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHB)
 CS1697'BELIEVED TO BE DESTROYED BY NEW STREET WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0100 ***********************************************************************
 BZ0100  DESIGNATION -  Z 933
 BZ0100  PID         -  BZ0100
 BZ0100  STATE/COUNTY-  TX/FREESTONE
 BZ0100  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0100
 BZ0100                         *CURRENT SURVEY CONTROL
 BZ0100  ___________________________________________________________________
 BZ0100* NAD 83(1986)-  31 38 41.     (N)    096 16 55.     (W)     SCALED    
 BZ0100* NAVD 88     -       152.280  (meters)     499.61   (feet)  ADJUSTED  
 BZ0100  ___________________________________________________________________
 BZ0100  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0100  DYNAMIC HT  -         152.098 (meters)     499.01  (feet)  COMP
 BZ0100  MODELED GRAV-     979,436.6   (mgal)                       NAVD 88
 BZ0100
 BZ0100  VERT ORDER  -  SECOND    CLASS 0
 BZ0100
 BZ0100.The horizontal coordinates were scaled from a topographic map and have
 BZ0100.an estimated accuracy of +/- 6 seconds.
 BZ0100
 BZ0100.The orthometric height was determined by differential leveling
 BZ0100.and adjusted by the National Geodetic Survey in June 1991..
 BZ0100
 BZ0100.The geoid height was determined by GEOID03.
 BZ0100
 BZ0100.The dynamic height is computed by dividing the NAVD 88
 BZ0100.geopotential number by the normal gravity value computed on the
 BZ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0100.degrees latitude (g = 980.6199 gals.).
 BZ0100
 BZ0100.The modeled gravity was interpolated from observed gravity values.
 BZ0100
 BZ0100;                    North         East    Units  Estimated Accuracy
 BZ0100;SPC TX C     - 3,226,280.    1,084,190.      MT  (+/- 180 meters Scaled)
 BZ0100
 BZ0100                          SUPERSEDED SURVEY CONTROL
 BZ0100
 BZ0100  NGVD 29 (??/??/92)  152.268  (m)          499.57   (f) ADJ UNCH    2 0
 BZ0100
 BZ0100.Superseded values are not recommended for survey control.
 BZ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0100.See file dsdata.txt to determine how the superseded data were derived.
 BZ0100
 BZ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA577042(NAD 83)
 BZ0100_MARKER: DB = BENCH MARK DISK
 BZ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0100_STAMPING: Z 933 1948
 BZ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0100+STABILITY: SURFACE MOTION
 BZ0100
 BZ0100  HISTORY     - Date     Condition        Report By
 BZ0100  HISTORY     - 1948     MONUMENTED       CGS
 BZ0100  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0100
 BZ0100                          STATION DESCRIPTION
 BZ0100
 BZ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0100'1.2 MI N FROM TEAGUE.
 BZ0100'0.7 MILE NORTH ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT TEAGUE,
 BZ0100'THENCE 0.5 MILE NORTH ALONG A GRADED DIRT ROAD, AT GAGE AIRPORT, 63.8
 BZ0100'FEET EAST OF THE CENTER LINE OF THE ROAD, 21.6 FEET NORTH OF THE MOST
 BZ0100'NORTHERLY OF TWO HANGARS, 8.0 FEET SOUTHEAST OF A ROLLING DOOR TRACK
 BZ0100'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BZ0100'THE GROUND.
 BZ0100
 BZ0100                          STATION RECOVERY (2002)
 BZ0100
 BZ0100'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0100'LOCAL KNOWLEDGE - OLD AIRPORT HAS BEEN REPLACED BY THE CURRENT HOUSING
 BZ0100'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0123 ***********************************************************************
 BZ0123  DESIGNATION -  Z 934
 BZ0123  PID         -  BZ0123
 BZ0123  STATE/COUNTY-  TX/LIMESTONE
 BZ0123  USGS QUAD   -  MEXIA (1982)
 BZ0123
 BZ0123                         *CURRENT SURVEY CONTROL
 BZ0123  ___________________________________________________________________
 BZ0123* NAD 83(1986)-  31 40 21.     (N)    096 28 09.     (W)     SCALED    
 BZ0123* NAVD 88     -       156.22   (+/-2cm)     512.5    (feet)  VERTCON   
 BZ0123  ___________________________________________________________________
 BZ0123  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0123
 BZ0123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0123
 BZ0123.This mark is at Mexia-Limestone Co (TX06) Airport (TX06)
 BZ0123
 BZ0123.The horizontal coordinates were scaled from a topographic map and have
 BZ0123.an estimated accuracy of +/- 6 seconds.
 BZ0123
 BZ0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0123.The vertical order pertains to the NGVD 29 superseded value.
 BZ0123
 BZ0123.The geoid height was determined by GEOID03.
 BZ0123
 BZ0123;                    North         East    Units  Estimated Accuracy
 BZ0123;SPC TX C     - 3,228,730.    1,066,340.      MT  (+/- 180 meters Scaled)
 BZ0123
 BZ0123                          SUPERSEDED SURVEY CONTROL
 BZ0123
 BZ0123  NGVD 29 (??/??/92)  156.195  (m)          512.45   (f) ADJ UNCH    2 0
 BZ0123
 BZ0123.Superseded values are not recommended for survey control.
 BZ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0123.See file dsdata.txt to determine how the superseded data were derived.
 BZ0123
 BZ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA399069(NAD 83)
 BZ0123_MARKER: DB = BENCH MARK DISK
 BZ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0123_STAMPING: Z 934 1948
 BZ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0123+STABILITY: SURFACE MOTION
 BZ0123
 BZ0123  HISTORY     - Date     Condition        Report By
 BZ0123  HISTORY     - 1948     MONUMENTED       CGS
 BZ0123  HISTORY     - 1980     GOOD             NGS
 BZ0123  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0123  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0123
 BZ0123                          STATION DESCRIPTION
 BZ0123
 BZ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0123'IN MEXIA.
 BZ0123'AT MEXIA MUNICIPAL AIRPORT, 87.7 FEET NORTHEAST OF THE SOUTHEAST
 BZ0123'CORNER OF THE ADMINISTRATION BUILDING, 8.5 FEET SOUTHWEST OF THE
 BZ0123'SOUTHEAST CORNER OF A HANGAR, 4.6 FEET SOUTHWEST OF A GASOLINE PUMP,
 BZ0123'2.4 FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE HANGAR AND SET IN THE
 BZ0123'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE GROUND.
 BZ0123
 BZ0123                          STATION RECOVERY (1980)
 BZ0123
 BZ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0123'NOTE-NOT LEVELED TO AT THIS TIME.
 BZ0123
 BZ0123                          STATION RECOVERY (1995)
 BZ0123
 BZ0123'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0123'MARK NOT FOUND.
 BZ0123
 BZ0123                          STATION RECOVERY (2002)
 BZ0123
 BZ0123'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0031 ***********************************************************************
 BZ0031  DESIGNATION -  Z 935 RESET 1958
 BZ0031  PID         -  BZ0031
 BZ0031  STATE/COUNTY-  TX/LIMESTONE
 BZ0031  USGS QUAD   -  MEXIA (1982)
 BZ0031
 BZ0031                         *CURRENT SURVEY CONTROL
 BZ0031  ___________________________________________________________________
 BZ0031* NAD 83(1986)-  31 42 35.     (N)    096 28 50.     (W)     SCALED    
 BZ0031* NAVD 88     -       144.47   (+/-2cm)     474.0    (feet)  VERTCON   
 BZ0031  ___________________________________________________________________
 BZ0031  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0031
 BZ0031  VERT ORDER  -  THIRD (See Below)
 BZ0031
 BZ0031.The horizontal coordinates were scaled from a topographic map and have
 BZ0031.an estimated accuracy of +/- 6 seconds.
 BZ0031
 BZ0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0031.The vertical order pertains to the NGVD 29 superseded value.
 BZ0031
 BZ0031.The geoid height was determined by GEOID03.
 BZ0031
 BZ0031;                    North         East    Units  Estimated Accuracy
 BZ0031;SPC TX C     - 3,232,810.    1,065,120.      MT  (+/- 180 meters Scaled)
 BZ0031
 BZ0031                          SUPERSEDED SURVEY CONTROL
 BZ0031
 BZ0031  NGVD 29 (01/29/03)  144.45   (m)          473.9    (f) RESET       3  
 BZ0031
 BZ0031.Superseded values are not recommended for survey control.
 BZ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0031.See file dsdata.txt to determine how the superseded data were derived.
 BZ0031
 BZ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA387110(NAD 83)
 BZ0031_MARKER: DB = BENCH MARK DISK
 BZ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0031_STAMPING: Z 935 RESET 1958
 BZ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0031+STABILITY: SURFACE MOTION
 BZ0031
 BZ0031  HISTORY     - Date     Condition        Report By
 BZ0031  HISTORY     - 1958     MONUMENTED       CGS
 BZ0031
 BZ0031                          STATION DESCRIPTION
 BZ0031
 BZ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ0031'1.7 MI N FROM MEXIA.
 BZ0031'01.7 MILES NORTH ALONG STATE HIGHWAY NO. 14 FROM THE JUNCTION WITH
 BZ0031'HIGHWAY NO. 171 IN MEXIA, ABOUT 75 YARDS EAST OF THE HIGHWAY, 25 YARDS
 BZ0031'NORTH OF THE CENTERLINE OF A BLACK-TOP ROAD LEADING EAST FROM THE
 BZ0031'HIGHWAY AND PASSING UNDER THE RAILROAD TRACKS, ABOUT 50 YARDS WEST OF
 BZ0031'THE TRACKS AND ABOUT 150 YARDS SOUTH OF A CONCRETE CULVERT. IT IS
 BZ0031'ACROSS THE BLACK-TOP ROAD, NORTH FROM A WRECKING YARD.  A STANDARD
 BZ0031'DISK STAMPED Z 935 RESET 1958 IN A CONCRETE POST WHICH PROJECTS ABOUT
 BZ0031'4 INCHES AND IS IN AN OLD FENCE ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0060 ***********************************************************************
 BZ0060  DESIGNATION -  Z 936
 BZ0060  PID         -  BZ0060
 BZ0060  STATE/COUNTY-  TX/FREESTONE
 BZ0060  USGS QUAD   -  WORTHAM (1982)
 BZ0060
 BZ0060                         *CURRENT SURVEY CONTROL
 BZ0060  ___________________________________________________________________
 BZ0060* NAD 83(1986)-  31 46 27.     (N)    096 23 58.     (W)     SCALED    
 BZ0060* NAVD 88     -       112.328  (meters)     368.53   (feet)  ADJUSTED  
 BZ0060  ___________________________________________________________________
 BZ0060  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 BZ0060  DYNAMIC HT  -         112.195 (meters)     368.09  (feet)  COMP
 BZ0060  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 BZ0060
 BZ0060  VERT ORDER  -  SECOND    CLASS 0
 BZ0060
 BZ0060.The horizontal coordinates were scaled from a topographic map and have
 BZ0060.an estimated accuracy of +/- 6 seconds.
 BZ0060
 BZ0060.The orthometric height was determined by differential leveling
 BZ0060.and adjusted by the National Geodetic Survey in June 1991..
 BZ0060
 BZ0060.The geoid height was determined by GEOID03.
 BZ0060
 BZ0060.The dynamic height is computed by dividing the NAVD 88
 BZ0060.geopotential number by the normal gravity value computed on the
 BZ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0060.degrees latitude (g = 980.6199 gals.).
 BZ0060
 BZ0060.The modeled gravity was interpolated from observed gravity values.
 BZ0060
 BZ0060;                    North         East    Units  Estimated Accuracy
 BZ0060;SPC TX C     - 3,240,220.    1,072,550.      MT  (+/- 180 meters Scaled)
 BZ0060
 BZ0060                          SUPERSEDED SURVEY CONTROL
 BZ0060
 BZ0060  NGVD 29 (??/??/92)  112.316  (m)          368.49   (f) ADJ UNCH    2 0
 BZ0060
 BZ0060.Superseded values are not recommended for survey control.
 BZ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0060.See file dsdata.txt to determine how the superseded data were derived.
 BZ0060
 BZ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA462183(NAD 83)
 BZ0060_MARKER: DB = BENCH MARK DISK
 BZ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0060_STAMPING: Z 936 1948
 BZ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0060+STABILITY: SURFACE MOTION
 BZ0060
 BZ0060  HISTORY     - Date     Condition        Report By
 BZ0060  HISTORY     - 1948     MONUMENTED       CGS
 BZ0060  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0060  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0060
 BZ0060                          STATION DESCRIPTION
 BZ0060
 BZ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0060'4.75 MI SW FROM KIRVIN.
 BZ0060'0.65 MILE SOUTH ALONG SPUR HIGHWAY NO.156 FROM THE RAILROAD STATION AT
 BZ0060'KIRVIN, THENCE 4.1 MILES WEST ALONG FARM HIGHWAY NO.27, 0.15 MILE WEST
 BZ0060'OF THE MOST WESTERLY OF A SERIES OF THREE BRIDGES, 275.0 FEET
 BZ0060'SOUTHEAST OF A GULF OIL STORAGE TANK NUMBERED 1318, 50.3 FEET NORTH
 BZ0060'AND ABOUT 2.0 FEET BELOW THE CENTER OF THE HIGHWAY, 21.7 FEET EAST OF
 BZ0060'THE CENTER OF A STEEL GATE, 3.2 FEET EAST OF A FENCE CORNER POST, 1.8
 BZ0060'FEET WEST OF A WITNESS POST, 1.0 FOOT SOUTH OF A BARB WIRE FENCE AND
 BZ0060'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BZ0060'GROUND.
 BZ0060
 BZ0060                          STATION RECOVERY (1963)
 BZ0060
 BZ0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0060'MARK NOT FOUND.
 BZ0060
 BZ0060                          STATION RECOVERY (2002)
 BZ0060
 BZ0060'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0118 ***********************************************************************
 BZ0118  DESIGNATION -  Z 937
 BZ0118  PID         -  BZ0118
 BZ0118  STATE/COUNTY-  TX/FREESTONE
 BZ0118  USGS QUAD   -  KIRVIN (1982)
 BZ0118
 BZ0118                         *CURRENT SURVEY CONTROL
 BZ0118  ___________________________________________________________________
 BZ0118* NAD 83(1986)-  31 50 57.     (N)    096 19 03.     (W)     SCALED    
 BZ0118* NAVD 88     -       100.760  (meters)     330.58   (feet)  ADJUSTED  
 BZ0118  ___________________________________________________________________
 BZ0118  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 BZ0118  DYNAMIC HT  -         100.641 (meters)     330.19  (feet)  COMP
 BZ0118  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 BZ0118
 BZ0118  VERT ORDER  -  SECOND    CLASS 0
 BZ0118
 BZ0118.The horizontal coordinates were scaled from a topographic map and have
 BZ0118.an estimated accuracy of +/- 6 seconds.
 BZ0118
 BZ0118.The orthometric height was determined by differential leveling
 BZ0118.and adjusted by the National Geodetic Survey in June 1991..
 BZ0118
 BZ0118.The geoid height was determined by GEOID03.
 BZ0118
 BZ0118.The dynamic height is computed by dividing the NAVD 88
 BZ0118.geopotential number by the normal gravity value computed on the
 BZ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0118.degrees latitude (g = 980.6199 gals.).
 BZ0118
 BZ0118.The modeled gravity was interpolated from observed gravity values.
 BZ0118
 BZ0118;                    North         East    Units  Estimated Accuracy
 BZ0118;SPC TX C     - 3,248,810.    1,080,000.      MT  (+/- 180 meters Scaled)
 BZ0118
 BZ0118                          SUPERSEDED SURVEY CONTROL
 BZ0118
 BZ0118  NGVD 29 (??/??/92)  100.748  (m)          330.54   (f) ADJ UNCH    2 0
 BZ0118
 BZ0118.Superseded values are not recommended for survey control.
 BZ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0118.See file dsdata.txt to determine how the superseded data were derived.
 BZ0118
 BZ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA538268(NAD 83)
 BZ0118_MARKER: DB = BENCH MARK DISK
 BZ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0118_STAMPING: Z 937 1948
 BZ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0118+STABILITY: SURFACE MOTION
 BZ0118
 BZ0118  HISTORY     - Date     Condition        Report By
 BZ0118  HISTORY     - 1948     MONUMENTED       CGS
 BZ0118  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0118
 BZ0118                          STATION DESCRIPTION
 BZ0118
 BZ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0118'2.0 MI S FROM STREETMAN.
 BZ0118'2.0 MILES SOUTH ALONG THE STREETMAN-KIRVIN DIRT ROAD FROM THE FIRST
 BZ0118'NATIONAL BANK AT STREETMAN, 0.1 MILE NORTH OF A STEEL BRIDGE, 50.0
 BZ0118'FEET EAST OF THE EAST RAIL OF THE BURLINGTON-ROCK ISLAND RAILROAD,
 BZ0118'45.0 FEET WEST AND ABOUT 3.0 FEET ABOVE THE CENTER OF THE ROAD, 41.1
 BZ0118'FEET NORTHWEST OF A MAGNOLIA PIPE LINE MARKER, 29.9 FEET NORTH OF A
 BZ0118'TELEPHONE POLE, 1.8 FEET NORTHWEST OF A WITNESS POST AND SET IN THE
 BZ0118'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0118
 BZ0118                          STATION RECOVERY (2002)
 BZ0118
 BZ0118'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BZ0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0001 ***********************************************************************
 BZ0001  DESIGNATION -  Z 938
 BZ0001  PID         -  BZ0001
 BZ0001  STATE/COUNTY-  TX/LIMESTONE
 BZ0001  USGS QUAD   -  MEXIA (1982)
 BZ0001
 BZ0001                         *CURRENT SURVEY CONTROL
 BZ0001  ___________________________________________________________________
 BZ0001* NAD 83(1986)-  31 41 21.     (N)    096 29 25.     (W)     SCALED    
 BZ0001* NAVD 88     -       157.407  (meters)     516.43   (feet)  ADJUSTED  
 BZ0001  ___________________________________________________________________
 BZ0001  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0001  DYNAMIC HT  -         157.219 (meters)     515.81  (feet)  COMP
 BZ0001  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 BZ0001
 BZ0001  VERT ORDER  -  FIRST     CLASS II
 BZ0001
 BZ0001.The horizontal coordinates were scaled from a topographic map and have
 BZ0001.an estimated accuracy of +/- 6 seconds.
 BZ0001
 BZ0001.The orthometric height was determined by differential leveling
 BZ0001.and adjusted by the National Geodetic Survey in June 1991..
 BZ0001
 BZ0001.The geoid height was determined by GEOID03.
 BZ0001
 BZ0001.The dynamic height is computed by dividing the NAVD 88
 BZ0001.geopotential number by the normal gravity value computed on the
 BZ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0001.degrees latitude (g = 980.6199 gals.).
 BZ0001
 BZ0001.The modeled gravity was interpolated from observed gravity values.
 BZ0001
 BZ0001;                    North         East    Units  Estimated Accuracy
 BZ0001;SPC TX C     - 3,230,500.    1,064,270.      MT  (+/- 180 meters Scaled)
 BZ0001
 BZ0001                          SUPERSEDED SURVEY CONTROL
 BZ0001
 BZ0001  NGVD 29 (??/??/92)  157.384  (m)          516.35   (f) ADJ UNCH    1 2
 BZ0001
 BZ0001.Superseded values are not recommended for survey control.
 BZ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0001.See file dsdata.txt to determine how the superseded data were derived.
 BZ0001
 BZ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA378087(NAD 83)
 BZ0001_MARKER: DB = BENCH MARK DISK
 BZ0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0001_SP_SET: CULVERT
 BZ0001_STAMPING: Z 938 1948
 BZ0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0001
 BZ0001  HISTORY     - Date     Condition        Report By
 BZ0001  HISTORY     - 1948     MONUMENTED       CGS
 BZ0001  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0001  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0001
 BZ0001                          STATION DESCRIPTION
 BZ0001
 BZ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0001'0.7 MI NW FROM MEXIA.
 BZ0001'0.7 MILE NORTHWEST ALONG THE ABANDONED BURLINGTON-ROCK ISLAND RAILROAD
 BZ0001'FROM THE STATION AT MEXIA, AT THE CROSSING OF THE OLD RAILROAD BED AND
 BZ0001'STATE HIGHWAY NO. 14, IN THE SOUTH END OF THE EAST HEADWALL OF A
 BZ0001'CONCRETE CULVERT UNDER THE HIGHWAY, IN THE SOUTHEAST QUARTER OF A ROAD
 BZ0001'CROSSING, 39.0 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD LEADING
 BZ0001'EAST, 36.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT NORTH
 BZ0001'OF THE SOUTH END OF THE HEADWALL, 4.0 FEET BELOW HIGHWAY LEVEL.
 BZ0001
 BZ0001                          STATION RECOVERY (1980)
 BZ0001
 BZ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0001'MARK NOT FOUND.
 BZ0001
 BZ0001                          STATION RECOVERY (2002)
 BZ0001
 BZ0001'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0676 ***********************************************************************
 BZ0676  DESIGNATION -  Z 939
 BZ0676  PID         -  BZ0676
 BZ0676  STATE/COUNTY-  TX/NAVARRO
 BZ0676  USGS QUAD   -  UNION HIGH (1965)
 BZ0676
 BZ0676                         *CURRENT SURVEY CONTROL
 BZ0676  ___________________________________________________________________
 BZ0676* NAD 83(1986)-  31 50 16.     (N)    096 35 31.     (W)     SCALED    
 BZ0676* NAVD 88     -       134.595  (meters)     441.58   (feet)  ADJUSTED  
 BZ0676  ___________________________________________________________________
 BZ0676  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ0676  DYNAMIC HT  -         134.436 (meters)     441.06  (feet)  COMP
 BZ0676  MODELED GRAV-     979,455.6   (mgal)                       NAVD 88
 BZ0676
 BZ0676  VERT ORDER  -  SECOND    CLASS 0
 BZ0676
 BZ0676.The horizontal coordinates were scaled from a topographic map and have
 BZ0676.an estimated accuracy of +/- 6 seconds.
 BZ0676
 BZ0676.The orthometric height was determined by differential leveling
 BZ0676.and adjusted by the National Geodetic Survey in June 1991..
 BZ0676
 BZ0676.The geoid height was determined by GEOID03.
 BZ0676
 BZ0676.The dynamic height is computed by dividing the NAVD 88
 BZ0676.geopotential number by the normal gravity value computed on the
 BZ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0676.degrees latitude (g = 980.6199 gals.).
 BZ0676
 BZ0676.The modeled gravity was interpolated from observed gravity values.
 BZ0676
 BZ0676;                    North         East    Units  Estimated Accuracy
 BZ0676;SPC TXNC     - 2,020,620.      780,620.      MT  (+/- 180 meters Scaled)
 BZ0676
 BZ0676                          SUPERSEDED SURVEY CONTROL
 BZ0676
 BZ0676  NGVD 29 (??/??/92)  134.575  (m)          441.52   (f) ADJ UNCH    2 0
 BZ0676
 BZ0676.Superseded values are not recommended for survey control.
 BZ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0676.See file dsdata.txt to determine how the superseded data were derived.
 BZ0676
 BZ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA278249(NAD 83)
 BZ0676_MARKER: DB = BENCH MARK DISK
 BZ0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0676_STAMPING: Z 939 1948
 BZ0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0676+STABILITY: SURFACE MOTION
 BZ0676
 BZ0676  HISTORY     - Date     Condition        Report By
 BZ0676  HISTORY     - 1948     MONUMENTED       CGS
 BZ0676
 BZ0676                          STATION DESCRIPTION
 BZ0676
 BZ0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0676'10.45 MI SE FROM DAWSON.
 BZ0676'4.15 MILES EAST ALONG FARM ROAD 709 FROM THE RAILWAY STATION AT
 BZ0676'DAWSON, THENCE 4.5 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BZ0676'1.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE
 BZ0676'SOUTHEAST ALONG A GRADED DIRT ROAD, 35.0 FEET EAST OF A FENCE CORNER
 BZ0676'AT THE SOUTH CORNER OF A CEMETERY, 31.0 FEET NORTHEAST OF THE CENTER
 BZ0676'LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A REFERENCE POST, 1.2 FEET
 BZ0676'SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BZ0676'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0704 ***********************************************************************
 CR0704  DESIGNATION -  Z 940
 CR0704  PID         -  CR0704
 CR0704  STATE/COUNTY-  TX/VAN ZANDT
 CR0704  USGS QUAD   -  BEN WHEELER (1984)
 CR0704
 CR0704                         *CURRENT SURVEY CONTROL
 CR0704  ___________________________________________________________________
 CR0704* NAD 83(1986)-  32 22 40.     (N)    095 42 31.     (W)     SCALED    
 CR0704* NAVD 88     -       135.263  (meters)     443.78   (feet)  ADJUSTED  
 CR0704  ___________________________________________________________________
 CR0704  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CR0704  DYNAMIC HT  -         135.106 (meters)     443.26  (feet)  COMP
 CR0704  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 CR0704
 CR0704  VERT ORDER  -  SECOND    CLASS 0
 CR0704
 CR0704.The horizontal coordinates were scaled from a topographic map and have
 CR0704.an estimated accuracy of +/- 6 seconds.
 CR0704
 CR0704.The orthometric height was determined by differential leveling
 CR0704.and adjusted by the National Geodetic Survey in June 1991..
 CR0704
 CR0704.The geoid height was determined by GEOID03.
 CR0704
 CR0704.The dynamic height is computed by dividing the NAVD 88
 CR0704.geopotential number by the normal gravity value computed on the
 CR0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0704.degrees latitude (g = 980.6199 gals.).
 CR0704
 CR0704.The modeled gravity was interpolated from observed gravity values.
 CR0704
 CR0704;                    North         East    Units  Estimated Accuracy
 CR0704;SPC TXNC     - 2,082,350.      862,630.      MT  (+/- 180 meters Scaled)
 CR0704
 CR0704                          SUPERSEDED SURVEY CONTROL
 CR0704
 CR0704  NGVD 29 (??/??/92)  135.278  (m)          443.82   (f) ADJ UNCH    2 0
 CR0704
 CR0704.Superseded values are not recommended for survey control.
 CR0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0704.See file dsdata.txt to determine how the superseded data were derived.
 CR0704
 CR0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR451855(NAD 83)
 CR0704_MARKER: DB = BENCH MARK DISK
 CR0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0704_STAMPING: Z 940 1948
 CR0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0704+STABILITY: SURFACE MOTION
 CR0704
 CR0704  HISTORY     - Date     Condition        Report By
 CR0704  HISTORY     - 1948     MONUMENTED       CGS
 CR0704  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0704  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0704
 CR0704                          STATION DESCRIPTION
 CR0704
 CR0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0704'7.4 MI SE FROM BEN WHEELER.
 CR0704'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0704'WHEELER, THENCE 2.9 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.1
 CR0704'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE WEST ALONG A DIRT
 CR0704'ROAD, 0.2 MILE WEST OF A FARMHOUSE, 283.4 FEET WEST OF THE NORTHWEST
 CR0704'CORNER OF A 12-FOOT WOODEN BRIDGE OVER A STREAM, 14.0 FEET NORTH OF
 CR0704'THE CENTER LINE OF THE ROAD, 2.5 FEET NORTH OF A FENCE, 1.7 FEET EAST
 CR0704'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CR0704'FOOT ABOVE THE GROUND.
 CR0704
 CR0704                          STATION RECOVERY (1995)
 CR0704
 CR0704'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0704'MARK NOT FOUND.
 CR0704
 CR0704                          STATION RECOVERY (2004)
 CR0704
 CR0704'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1939 ***********************************************************************
 CS1939  DESIGNATION -  Z 941
 CS1939  PID         -  CS1939
 CS1939  STATE/COUNTY-  TX/TARRANT
 CS1939  USGS QUAD   -  HALTOM CITY (1981)
 CS1939
 CS1939                         *CURRENT SURVEY CONTROL
 CS1939  ___________________________________________________________________
 CS1939* NAD 83(1986)-  32 48 45.     (N)    097 18 35.     (W)     SCALED    
 CS1939* NAVD 88     -       189.878  (meters)     622.96   (feet)  ADJUSTED  
 CS1939  ___________________________________________________________________
 CS1939  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS1939  DYNAMIC HT  -         189.656 (meters)     622.23  (feet)  COMP
 CS1939  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 CS1939
 CS1939  VERT ORDER  -  SECOND    CLASS 0
 CS1939
 CS1939.The horizontal coordinates were scaled from a topographic map and have
 CS1939.an estimated accuracy of +/- 6 seconds.
 CS1939
 CS1939.The orthometric height was determined by differential leveling
 CS1939.and adjusted by the National Geodetic Survey in June 1991..
 CS1939
 CS1939.The geoid height was determined by GEOID03.
 CS1939
 CS1939.The dynamic height is computed by dividing the NAVD 88
 CS1939.geopotential number by the normal gravity value computed on the
 CS1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1939.degrees latitude (g = 980.6199 gals.).
 CS1939
 CS1939.The modeled gravity was interpolated from observed gravity values.
 CS1939
 CS1939;                    North         East    Units  Estimated Accuracy
 CS1939;SPC TXNC     - 2,127,690.      711,450.      MT  (+/- 180 meters Scaled)
 CS1939
 CS1939                          SUPERSEDED SURVEY CONTROL
 CS1939
 CS1939  NGVD 29 (??/??/92)  189.864  (m)          622.91   (f) ADJ UNCH    2 0
 CS1939
 CS1939.Superseded values are not recommended for survey control.
 CS1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1939.See file dsdata.txt to determine how the superseded data were derived.
 CS1939
 CS1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB582317(NAD 83)
 CS1939_MARKER: DB = BENCH MARK DISK
 CS1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1939_STAMPING: Z 941 1946
 CS1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1939+STABILITY: SURFACE MOTION
 CS1939
 CS1939  HISTORY     - Date     Condition        Report By
 CS1939  HISTORY     - 1946     MONUMENTED       CGS
 CS1939  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1939
 CS1939                          STATION DESCRIPTION
 CS1939
 CS1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1939'6.2 MI NE FROM FORT WORTH.
 CS1939'6.2 MILES NORTHEAST OF FORT WORTH, TARRANT COUNTY.  THIS BENCH MARK
 CS1939'MAY BE REACHED FROM THE STATION BY GOING 3.7 MILES NORTH ALONG THE
 CS1939'GULF, COLORADO AND SANTA FE RAILWAY, THENCE 0.4 MILE EAST ALONG
 CS1939'TWENTY-NINTH STREET, AND THENCE 2.1 MILES NORTHEAST ALONG THE ST.
 CS1939'LOUIS SOUTHWESTERN RAILWAY.  IT IS 18 FEET WEST OF THE FIRST POLE
 CS1939'NORTHEAST OF MILEPOST 629-15, 100 YARDS SOUTHWEST OF A ROAD CROSSING,
 CS1939'44.5 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, 2 FEET
 CS1939'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A WHITE WOODEN
 CS1939'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE MAIN TRACK.  A STANDARD
 CS1939'DISK, STAMPED Z 941 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS1939'PROJECTING 2 INCHES ABOVE GROUND.
 CS1939
 CS1939                          STATION RECOVERY (1984)
 CS1939
 CS1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1930 ***********************************************************************
 CS1930  DESIGNATION -  Z 942 RESET 1956
 CS1930  PID         -  CS1930
 CS1930  STATE/COUNTY-  TX/TARRANT
 CS1930  USGS QUAD   -  KELLER (1981)
 CS1930
 CS1930                         *CURRENT SURVEY CONTROL
 CS1930  ___________________________________________________________________
 CS1930* NAD 83(1986)-  32 52 56.     (N)    097 15 39.     (W)     SCALED    
 CS1930* NAVD 88     -       201.63   (+/-2cm)     661.5    (feet)  VERTCON   
 CS1930  ___________________________________________________________________
 CS1930  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS1930
 CS1930  VERT ORDER  -  THIRD (See Below)
 CS1930
 CS1930.The horizontal coordinates were scaled from a topographic map and have
 CS1930.an estimated accuracy of +/- 6 seconds.
 CS1930
 CS1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1930.The vertical order pertains to the NGVD 29 superseded value.
 CS1930
 CS1930.The geoid height was determined by GEOID03.
 CS1930
 CS1930;                    North         East    Units  Estimated Accuracy
 CS1930;SPC TXNC     - 2,135,480.      715,940.      MT  (+/- 180 meters Scaled)
 CS1930
 CS1930                          SUPERSEDED SURVEY CONTROL
 CS1930
 CS1930  NGVD 29 (01/29/03)  201.62   (m)          661.5    (f) RESET       3  
 CS1930
 CS1930.Superseded values are not recommended for survey control.
 CS1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1930.See file dsdata.txt to determine how the superseded data were derived.
 CS1930
 CS1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB626395(NAD 83)
 CS1930_MARKER: DB = BENCH MARK DISK
 CS1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1930_STAMPING: Z 942 RESET 1956
 CS1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1930+STABILITY: SURFACE MOTION
 CS1930
 CS1930  HISTORY     - Date     Condition        Report By
 CS1930  HISTORY     - 1956     MONUMENTED       CGS
 CS1930  HISTORY     - 1962     MARK NOT FOUND   NGS
 CS1930  HISTORY     - 1990     POOR             USPSQD
 CS1930  HISTORY     - 20020625 MARK NOT FOUND   GEOCAC
 CS1930
 CS1930                          STATION DESCRIPTION
 CS1930
 CS1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1930'3.6 MI S FROM KELLER.
 CS1930'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 377 FROM THE FIRST BAPTIST
 CS1930'CHURCH AT KELLER, TARRANT COUNTY, 70 YARDS SOUTHWEST OF A CONCRETE
 CS1930'CULVERT, BETWEEN THE HIGHWAY AND THE TEXAS AND PACIFIC RAILWAY, 45
 CS1930'FEET EAST OF THE CENTERLINE OF THE TRACK, 40 FEET WEST OF THE
 CS1930'CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF THE WEST RIGHT-OF-WAY
 CS1930'LINE OF THE HIGHWAY.  A STANDARD DISK STAMPED Z 942 RESET 1956 AND SET
 CS1930'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. NOTE--
 CS1930'SOME PILING OF DIRT IS IN THE AREA OF THE MARK.  IT IS POSSIBLE THE
 CS1930'MARK COULD BE COVERED BY A DIRT MOUND.
 CS1930
 CS1930                          STATION RECOVERY (1990)
 CS1930
 CS1930'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCS)
 CS1930'MARK RECOVERED IN POOR CONDITION.
 CS1930
 CS1930                          STATION RECOVERY (2002)
 CS1930
 CS1930'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1537 ***********************************************************************
 CS1537  DESIGNATION -  Z 944
 CS1537  PID         -  CS1537
 CS1537  STATE/COUNTY-  TX/TARRANT
 CS1537  USGS QUAD   -  HALTOM CITY (1981)
 CS1537
 CS1537                         *CURRENT SURVEY CONTROL
 CS1537  ___________________________________________________________________
 CS1537* NAD 83(1986)-  32 50 52.     (N)    097 21 19.     (W)     SCALED    
 CS1537* NAVD 88     -       214.837  (meters)     704.84   (feet)  ADJUSTED  
 CS1537  ___________________________________________________________________
 CS1537  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1537  DYNAMIC HT  -         214.584 (meters)     704.01  (feet)  COMP
 CS1537  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 CS1537
 CS1537  VERT ORDER  -  FIRST     CLASS II
 CS1537
 CS1537.The horizontal coordinates were scaled from a topographic map and have
 CS1537.an estimated accuracy of +/- 6 seconds.
 CS1537
 CS1537.The orthometric height was determined by differential leveling
 CS1537.and adjusted by the National Geodetic Survey in June 1991..
 CS1537
 CS1537.The geoid height was determined by GEOID03.
 CS1537
 CS1537.The dynamic height is computed by dividing the NAVD 88
 CS1537.geopotential number by the normal gravity value computed on the
 CS1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1537.degrees latitude (g = 980.6199 gals.).
 CS1537
 CS1537.The modeled gravity was interpolated from observed gravity values.
 CS1537
 CS1537;                    North         East    Units  Estimated Accuracy
 CS1537;SPC TXNC     - 2,131,560.      707,150.      MT  (+/- 180 meters Scaled)
 CS1537
 CS1537                          SUPERSEDED SURVEY CONTROL
 CS1537
 CS1537  NGVD 29 (??/??/92)  214.820  (m)          704.79   (f) ADJ UNCH    1 2
 CS1537
 CS1537.Superseded values are not recommended for survey control.
 CS1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1537.See file dsdata.txt to determine how the superseded data were derived.
 CS1537
 CS1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB539356(NAD 83)
 CS1537_MARKER: DB = BENCH MARK DISK
 CS1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1537_STAMPING: Z 944 1946
 CS1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1537+STABILITY: SURFACE MOTION
 CS1537
 CS1537  HISTORY     - Date     Condition        Report By
 CS1537  HISTORY     - 1946     MONUMENTED       CGS
 CS1537  HISTORY     - 1957     GOOD             NGS
 CS1537  HISTORY     - 20021204 MARK NOT FOUND   GEOCAC
 CS1537
 CS1537                          STATION DESCRIPTION
 CS1537
 CS1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1537'1.0 MI SE FROM SAGINAW.
 CS1537'ABOUT 1 MILE SOUTHEAST OF THE TRAFFIC LIGHT AND CROSS ROAD IN SAGINAW,
 CS1537'IN THE FRONT YARD AREA OF THE BURRIS MILLS, ABOUT 150 YARDS SOUTHEAST
 CS1537'OF THE BURRIS COMPANY OFFICE BUILDING, AT A POINT ABOUT 8 FEET WEST OF
 CS1537'A PROJECTION OF THE EAST SIDE OF THE TRUCK LOADING WAREHOUSE, ABOUT
 CS1537'150 YARDS EAST OF THE CENTERLINE OF THE MAIN ENTRANCE ROAD TO THE CAR
 CS1537'PARK AND OFFICE AREA, 31 FEET NORTH OF AND ABOUT LEVEL WITH THE
 CS1537'CENTERLINE OF THE EAST-WEST ROAD AND 5 FEET NORTHEAST OF THE SECOND
 CS1537'POWER POLE EAST OF THE OVERHEAD BELT CONVEYOR. A STANDARD DISK STAMPED
 CS1537'Z 944 1946 IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 CS1537
 CS1537                          STATION RECOVERY (2002)
 CS1537
 CS1537'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1538 ***********************************************************************
 CS1538  DESIGNATION -  Z 944 RESET 1966
 CS1538  PID         -  CS1538
 CS1538  STATE/COUNTY-  TX/TARRANT
 CS1538  USGS QUAD   -  HALTOM CITY (1981)
 CS1538
 CS1538                         *CURRENT SURVEY CONTROL
 CS1538  ___________________________________________________________________
 CS1538* NAD 83(1986)-  32 50 52.     (N)    097 21 21.     (W)     SCALED    
 CS1538* NAVD 88     -       214.844  (meters)     704.87   (feet)  ADJUSTED  
 CS1538  ___________________________________________________________________
 CS1538  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1538  DYNAMIC HT  -         214.592 (meters)     704.04  (feet)  COMP
 CS1538  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 CS1538
 CS1538  VERT ORDER  -  FIRST     CLASS II
 CS1538
 CS1538.The horizontal coordinates were scaled from a topographic map and have
 CS1538.an estimated accuracy of +/- 6 seconds.
 CS1538
 CS1538.The orthometric height was determined by differential leveling
 CS1538.and adjusted by the National Geodetic Survey in June 1991..
 CS1538
 CS1538.The geoid height was determined by GEOID03.
 CS1538
 CS1538.The dynamic height is computed by dividing the NAVD 88
 CS1538.geopotential number by the normal gravity value computed on the
 CS1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1538.degrees latitude (g = 980.6199 gals.).
 CS1538
 CS1538.The modeled gravity was interpolated from observed gravity values.
 CS1538
 CS1538;                    North         East    Units  Estimated Accuracy
 CS1538;SPC TXNC     - 2,131,560.      707,090.      MT  (+/- 180 meters Scaled)
 CS1538
 CS1538                          SUPERSEDED SURVEY CONTROL
 CS1538
 CS1538  NGVD 29 (??/??/92)  214.823  (m)          704.80   (f) ADJ UNCH    1 2
 CS1538
 CS1538.Superseded values are not recommended for survey control.
 CS1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1538.See file dsdata.txt to determine how the superseded data were derived.
 CS1538
 CS1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB538356(NAD 83)
 CS1538_MARKER: DB = BENCH MARK DISK
 CS1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1538_STAMPING: Z 944 1946 RESET 1966
 CS1538_MARK LOGO: CGS   
 CS1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1538+STABILITY: SURFACE MOTION
 CS1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1538+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002
 CS1538
 CS1538  HISTORY     - Date     Condition        Report By
 CS1538  HISTORY     - 1966     MONUMENTED       CGS
 CS1538  HISTORY     - 1984     GOOD             NGS
 CS1538  HISTORY     - 1990     GOOD             USPSQD
 CS1538  HISTORY     - 19951118 GOOD             USPSQD
 CS1538  HISTORY     - 20021204 GOOD             GEOCAC
 CS1538
 CS1538                          STATION DESCRIPTION
 CS1538
 CS1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1538'IN SAGINAW.
 CS1538'AT SAGINAW, AT THE SOUTHEAST CORNER OF THE LAWN AT THE LIGHT CRUST
 CS1538'FLOUR AND TEXO FEED MILLS, ABOUT 100 YARDS EAST OF THE MAIN ENTRANCE
 CS1538'TO THE MILL, 26 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 18
 CS1538'1/2 FEET WEST OF THE SOUTHWEST CORNER OF A WOVEN WIRE FENCE, 6 FEET
 CS1538'NORTH-NORTHEAST OF A POWER POLE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CS1538'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CS1538
 CS1538                          STATION RECOVERY (1984)
 CS1538
 CS1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1538'RECOVERED IN GOOD CONDITION.
 CS1538
 CS1538                          STATION RECOVERY (1990)
 CS1538
 CS1538'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCS)
 CS1538'RECOVERED IN GOOD CONDITION.
 CS1538
 CS1538                          STATION RECOVERY (1995)
 CS1538
 CS1538'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1538'RECOVERED IN GOOD CONDITION.
 CS1538
 CS1538                          STATION RECOVERY (2002)
 CS1538
 CS1538'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1538'DISK IS UNDER THE EDGE OF A CHAIN-LINK FENCE AND THE SURFACE HAS BEEN
 CS1538'SCRATCHED SIGNIFICANTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0350 ***********************************************************************
 DN0350  DESIGNATION -  Z 945 RESET 1958
 DN0350  PID         -  DN0350
 DN0350  STATE/COUNTY-  TX/DENTON
 DN0350  USGS QUAD   -  LEWISVILLE EAST (1981)
 DN0350
 DN0350                         *CURRENT SURVEY CONTROL
 DN0350  ___________________________________________________________________
 DN0350* NAD 83(1986)-  33 01 05.     (N)    096 59 34.     (W)     SCALED    
 DN0350* NAVD 88     -       143.97   (+/-2cm)     472.3    (feet)  VERTCON   
 DN0350  ___________________________________________________________________
 DN0350  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DN0350
 DN0350  VERT ORDER  -  THIRD (See Below)
 DN0350
 DN0350.The horizontal coordinates were scaled from a topographic map and have
 DN0350.an estimated accuracy of +/- 6 seconds.
 DN0350
 DN0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0350.The vertical order pertains to the NGVD 29 superseded value.
 DN0350
 DN0350.The geoid height was determined by GEOID03.
 DN0350
 DN0350;                    North         East    Units  Estimated Accuracy
 DN0350;SPC TXNC     - 2,150,870.      740,800.      MT  (+/- 180 meters Scaled)
 DN0350
 DN0350                          SUPERSEDED SURVEY CONTROL
 DN0350
 DN0350  NGVD 29 (01/29/03)  143.96   (m)          472.3    (f) RESET       3  
 DN0350
 DN0350.Superseded values are not recommended for survey control.
 DN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0350.See file dsdata.txt to determine how the superseded data were derived.
 DN0350
 DN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB874550(NAD 83)
 DN0350_MARKER: DB = BENCH MARK DISK
 DN0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0350_STAMPING: Z 945 RESET 1958
 DN0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0350+STABILITY: SURFACE MOTION
 DN0350
 DN0350  HISTORY     - Date     Condition        Report By
 DN0350  HISTORY     - 1958     MONUMENTED       CGS
 DN0350  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0350  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0350
 DN0350                          STATION DESCRIPTION
 DN0350
 DN0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DN0350'2.1 MI SW FROM LEWISVILLE.
 DN0350'ABOUT 2.1 MILES SOUTHWEST OF LEWISVILLE, 1.0 MILE SOUTHWEST OF THE
 DN0350'JUNCTION OF U.S. HIGHWAY NO. 77 AND STATE HIGHWAY NO. 121, ALONG THE
 DN0350'EAST SIDE OF HIGHWAY NO. 121, ABOUT 40 YARDS SOUTHEAST OF THE
 DN0350'CENTERLINE OF THE HIGHWAY, 8 YARDS EAST OF A 30 INCH DIAMETER PECAN
 DN0350'TREE WHICH IS ON THE EAST BANK OF A CREEK IN A FENCE LINE.  IT IS
 DN0350'DIRECTLY IN FRONT OF A CONCRETE BRIDGE AND IS IN THE LOWER SIDE OF A
 DN0350'PASTURE AREA.  A STANDARD DISK STAMPED Z 945 RESET 1958 IN A CONCRETE
 DN0350'POST PROJECTING ABOUT 4 INCHES.
 DN0350
 DN0350                          STATION RECOVERY (1998)
 DN0350
 DN0350'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0350'MARK NOT FOUND.
 DN0350
 DN0350                          STATION RECOVERY (2005)
 DN0350
 DN0350'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0717 ***********************************************************************
 DN0717  DESIGNATION -  Z 946
 DN0717  PID         -  DN0717
 DN0717  STATE/COUNTY-  TX/DENTON
 DN0717  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0717
 DN0717                         *CURRENT SURVEY CONTROL
 DN0717  ___________________________________________________________________
 DN0717* NAD 83(1986)-  33 07 21.     (N)    097 02 28.     (W)     SCALED    
 DN0717* NAVD 88     -       172.239  (meters)     565.09   (feet)  ADJUSTED  
 DN0717  ___________________________________________________________________
 DN0717  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DN0717  DYNAMIC HT  -         172.044 (meters)     564.45  (feet)  COMP
 DN0717  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 DN0717
 DN0717  VERT ORDER  -  SECOND    CLASS 0
 DN0717
 DN0717.The horizontal coordinates were scaled from a topographic map and have
 DN0717.an estimated accuracy of +/- 6 seconds.
 DN0717
 DN0717.The orthometric height was determined by differential leveling
 DN0717.and adjusted by the National Geodetic Survey in June 1991..
 DN0717
 DN0717.The geoid height was determined by GEOID03.
 DN0717
 DN0717.The dynamic height is computed by dividing the NAVD 88
 DN0717.geopotential number by the normal gravity value computed on the
 DN0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0717.degrees latitude (g = 980.6199 gals.).
 DN0717
 DN0717.The modeled gravity was interpolated from observed gravity values.
 DN0717
 DN0717;                    North         East    Units  Estimated Accuracy
 DN0717;SPC TXNC     - 2,162,380.      736,130.      MT  (+/- 180 meters Scaled)
 DN0717
 DN0717                          SUPERSEDED SURVEY CONTROL
 DN0717
 DN0717  NGVD 29 (??/??/92)  172.230  (m)          565.06   (f) ADJ UNCH    2 0
 DN0717
 DN0717.Superseded values are not recommended for survey control.
 DN0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0717.See file dsdata.txt to determine how the superseded data were derived.
 DN0717
 DN0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB827665(NAD 83)
 DN0717_MARKER: DB = BENCH MARK DISK
 DN0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0717_STAMPING: Z 946 1946
 DN0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0717+STABILITY: SURFACE MOTION
 DN0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0717+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0717
 DN0717  HISTORY     - Date     Condition        Report By
 DN0717  HISTORY     - 1946     MONUMENTED       CGS
 DN0717  HISTORY     - 1959     GOOD             NGS
 DN0717  HISTORY     - 19950707 GOOD             USPSQD
 DN0717  HISTORY     - 20051031 GOOD             BOHAN
 DN0717
 DN0717                          STATION DESCRIPTION
 DN0717
 DN0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0717'1.0 MI NW FROM LAKE DALLAS.
 DN0717'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 77 FROM THE
 DN0717'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT LAKE DALLAS, THENCE
 DN0717'0.6 MILE WEST ALONG A GRADED DIRT ROAD, 83 FEET WEST OF THE NORTHWEST
 DN0717'CORNER OF A SMALL WOODEN CULVERT, 20.5 FEET SOUTH OF THE CENTERLINE OF
 DN0717'THE ROAD, 5 FEET WEST OF AN REA POWER POLE, 1 FOOT NORTH OF A FENCE, 1
 DN0717'FOOT WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 DN0717'STANDARD DISK, STAMPED Z 946 1946 AND SET IN THE TOP OF A CONCRETE
 DN0717'POST PROJECTING 1 INCH ABOVE GROUND.  NOTE-- IT IS NOW ABOUT 1 FOOT
 DN0717'BELOW THE SURFACE OF THE GROUND AND AT THE BASE OF A DIRT RIDGE AT THE
 DN0717'SOUTH SIDE OF A BLACKTOP ROAD.
 DN0717
 DN0717                          STATION RECOVERY (1995)
 DN0717
 DN0717'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0717'RECOVERED IN GOOD CONDITION.
 DN0717
 DN0717                          STATION RECOVERY (2005)
 DN0717
 DN0717'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1907 ***********************************************************************
 CS1907  DESIGNATION -  Z 947
 CS1907  PID         -  CS1907
 CS1907  STATE/COUNTY-  TX/DENTON
 CS1907  USGS QUAD   -  COLLEYVILLE (1981)
 CS1907
 CS1907                         *CURRENT SURVEY CONTROL
 CS1907  ___________________________________________________________________
 CS1907* NAD 83(1986)-  32 59 50.     (N)    097 09 23.     (W)     SCALED    
 CS1907* NAVD 88     -       177.206  (meters)     581.38   (feet)  ADJUSTED  
 CS1907  ___________________________________________________________________
 CS1907  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CS1907  DYNAMIC HT  -         177.000 (meters)     580.71  (feet)  COMP
 CS1907  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 CS1907
 CS1907  VERT ORDER  -  SECOND    CLASS 0
 CS1907
 CS1907.The horizontal coordinates were scaled from a topographic map and have
 CS1907.an estimated accuracy of +/- 6 seconds.
 CS1907
 CS1907.The orthometric height was determined by differential leveling
 CS1907.and adjusted by the National Geodetic Survey in June 1991..
 CS1907
 CS1907.The geoid height was determined by GEOID03.
 CS1907
 CS1907.The dynamic height is computed by dividing the NAVD 88
 CS1907.geopotential number by the normal gravity value computed on the
 CS1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1907.degrees latitude (g = 980.6199 gals.).
 CS1907
 CS1907.The modeled gravity was interpolated from observed gravity values.
 CS1907
 CS1907;                    North         East    Units  Estimated Accuracy
 CS1907;SPC TXNC     - 2,148,350.      725,550.      MT  (+/- 180 meters Scaled)
 CS1907
 CS1907                          SUPERSEDED SURVEY CONTROL
 CS1907
 CS1907  NGVD 29 (??/??/92)  177.188  (m)          581.32   (f) ADJ UNCH    2 0
 CS1907
 CS1907.Superseded values are not recommended for survey control.
 CS1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1907.See file dsdata.txt to determine how the superseded data were derived.
 CS1907
 CS1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB722524(NAD 83)
 CS1907_MARKER: DB = BENCH MARK DISK
 CS1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1907_STAMPING: Z 946 1946
 CS1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1907+STABILITY: SURFACE MOTION
 CS1907
 CS1907  HISTORY     - Date     Condition        Report By
 CS1907  HISTORY     - 1946     MONUMENTED       CGS
 CS1907  HISTORY     - 1960     GOOD             NGS
 CS1907  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1907  HISTORY     - 19950629 GOOD             USPSQD
 CS1907  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1907
 CS1907                          STATION DESCRIPTION
 CS1907
 CS1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CS1907'5.6 MI NE FROM ROANOKE.
 CS1907'5.6 MILES EAST OF ROANOKE, DENTON COUNTY.  THIS BENCH MARK MAY BE
 CS1907'REACHED FROM THE POST OFFICE BY GOING 0.4 MILE NORTH ALONG MAIN
 CS1907'STREET, THENCE 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 114, AND THENCE
 CS1907'1.0 MILE NORTH, AND 0.6 MILE EAST ALONG GRAVEL ROADS.  IT IS AT THE
 CS1907'T-JUNCTION OF A NORTH-AND-SOUTH GRAVEL ROAD, 45 YARDS NORTH OF THE
 CS1907'JUNCTION, 29 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 CS1907'31.5 FEET SOUTH OF A 20-INCH OAK TREE, 1 FOOT EAST OF A FENCE, 1 FOOT
 CS1907'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 CS1907'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED Z 946 1946 AND SET IN
 CS1907'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 CS1907
 CS1907                          STATION RECOVERY (1991)
 CS1907
 CS1907'RECOVERY NOTE BY US POWER SQUADRON 1991 (SB)
 CS1907'MARK NOT FOUND.
 CS1907
 CS1907                          STATION RECOVERY (1995)
 CS1907
 CS1907'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1907'RECOVERED IN GOOD CONDITION.
 CS1907
 CS1907                          STATION RECOVERY (2005)
 CS1907
 CS1907'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0324 ***********************************************************************
 DN0324  DESIGNATION -  Z 948
 DN0324  PID         -  DN0324
 DN0324  STATE/COUNTY-  TX/DENTON
 DN0324  USGS QUAD   -  LITTLE ELM (1968)
 DN0324
 DN0324                         *CURRENT SURVEY CONTROL
 DN0324  ___________________________________________________________________
 DN0324* NAD 83(1986)-  33 14 02.     (N)    096 58 16.     (W)     SCALED    
 DN0324* NAVD 88     -       184.207  (meters)     604.35   (feet)  ADJUSTED  
 DN0324  ___________________________________________________________________
 DN0324  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DN0324  DYNAMIC HT  -         184.004 (meters)     603.69  (feet)  COMP
 DN0324  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 DN0324
 DN0324  VERT ORDER  -  SECOND    CLASS 0
 DN0324
 DN0324.The horizontal coordinates were scaled from a topographic map and have
 DN0324.an estimated accuracy of +/- 6 seconds.
 DN0324
 DN0324.The orthometric height was determined by differential leveling
 DN0324.and adjusted by the National Geodetic Survey in June 1991..
 DN0324
 DN0324.The geoid height was determined by GEOID03.
 DN0324
 DN0324.The dynamic height is computed by dividing the NAVD 88
 DN0324.geopotential number by the normal gravity value computed on the
 DN0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0324.degrees latitude (g = 980.6199 gals.).
 DN0324
 DN0324.The modeled gravity was interpolated from observed gravity values.
 DN0324
 DN0324;                    North         East    Units  Estimated Accuracy
 DN0324;SPC TXNC     - 2,174,830.      742,480.      MT  (+/- 180 meters Scaled)
 DN0324
 DN0324                          SUPERSEDED SURVEY CONTROL
 DN0324
 DN0324  NGVD 29 (??/??/92)  184.207  (m)          604.35   (f) ADJ UNCH    2 0
 DN0324
 DN0324.Superseded values are not recommended for survey control.
 DN0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0324.See file dsdata.txt to determine how the superseded data were derived.
 DN0324
 DN0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB890790(NAD 83)
 DN0324_MARKER: DB = BENCH MARK DISK
 DN0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0324_STAMPING: Z 948 1946
 DN0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0324+STABILITY: SURFACE MOTION
 DN0324
 DN0324  HISTORY     - Date     Condition        Report By
 DN0324  HISTORY     - 1946     MONUMENTED       CGS
 DN0324  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0324  HISTORY     - 19980214 GOOD             USPSQD
 DN0324  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0324
 DN0324                          STATION DESCRIPTION
 DN0324
 DN0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0324'9.9 MI W FROM PROSPER.
 DN0324'ABOUT 0.2 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0324'RAILROAD FROM THE STATION AT PROSPER, THENCE WEST 9.7 MILES ALONG A
 DN0324'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 39.0 FEET NORTH OF AND
 DN0324'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 52.5 FEET EAST OF A
 DN0324'NORTH-SOUTH FENCE LINE, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT EAST OF
 DN0324'A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED Z 948 1946 SET IN THE TOP
 DN0324'OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 DN0324
 DN0324                          STATION RECOVERY (1995)
 DN0324
 DN0324'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0324'MARK NOT FOUND.
 DN0324
 DN0324                          STATION RECOVERY (1998)
 DN0324
 DN0324'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0324'RECOVERED IN GOOD CONDITION.
 DN0324
 DN0324                          STATION RECOVERY (2005)
 DN0324
 DN0324'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0649 ***********************************************************************
 DN0649  DESIGNATION -  Z 949
 DN0649  PID         -  DN0649
 DN0649  STATE/COUNTY-  TX/DENTON
 DN0649  USGS QUAD   -  DENTON WEST (1960)
 DN0649
 DN0649                         *CURRENT SURVEY CONTROL
 DN0649  ___________________________________________________________________
 DN0649* NAD 83(1986)-  33 14 10.     (N)    097 07 54.     (W)     SCALED    
 DN0649* NAVD 88     -       217.351  (meters)     713.09   (feet)  ADJUSTED  
 DN0649  ___________________________________________________________________
 DN0649  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DN0649  DYNAMIC HT  -         217.108 (meters)     712.30  (feet)  COMP
 DN0649  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 DN0649
 DN0649  VERT ORDER  -  SECOND    CLASS 0
 DN0649
 DN0649.The horizontal coordinates were scaled from a topographic map and have
 DN0649.an estimated accuracy of +/- 6 seconds.
 DN0649
 DN0649.The orthometric height was determined by differential leveling
 DN0649.and adjusted by the National Geodetic Survey in June 1991..
 DN0649
 DN0649.The geoid height was determined by GEOID03.
 DN0649
 DN0649.The dynamic height is computed by dividing the NAVD 88
 DN0649.geopotential number by the normal gravity value computed on the
 DN0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0649.degrees latitude (g = 980.6199 gals.).
 DN0649
 DN0649.The modeled gravity was interpolated from observed gravity values.
 DN0649
 DN0649;                    North         East    Units  Estimated Accuracy
 DN0649;SPC TXNC     - 2,174,870.      727,510.      MT  (+/- 180 meters Scaled)
 DN0649
 DN0649                          SUPERSEDED SURVEY CONTROL
 DN0649
 DN0649  NGVD 29 (??/??/92)  217.333  (m)          713.03   (f) ADJ UNCH    2 0
 DN0649
 DN0649.Superseded values are not recommended for survey control.
 DN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0649.See file dsdata.txt to determine how the superseded data were derived.
 DN0649
 DN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB740790(NAD 83)
 DN0649_MARKER: DB = BENCH MARK DISK
 DN0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0649_STAMPING: Z 949 1946
 DN0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0649+STABILITY: SURFACE MOTION
 DN0649
 DN0649  HISTORY     - Date     Condition        Report By
 DN0649  HISTORY     - 1946     MONUMENTED       CGS
 DN0649  HISTORY     - 1960     GOOD             NGS
 DN0649  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0649  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0649
 DN0649                          STATION DESCRIPTION
 DN0649
 DN0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0649'IN DENTON.
 DN0649'AT DENTON, DENTON COUNTY, IN THE NORTHERN PART OF THE CITY, ON NORTH
 DN0649'LOCUST STREET, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE
 DN0649'AT 2316 NORTH LOCUST STREET, 20 FEET EAST OF THE CENTERLINE OF THE
 DN0649'STREET, 18.5 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A ROCK
 DN0649'WALL, 4 FEET NORTH OF A SMALL OAK TREE, 2 FEET WEST OF THE WEST EDGE
 DN0649'OF A CONCRETE WALK, AND LEVEL WITH THE STREET.  A STANDARD DISK,
 DN0649'STAMPED Z 949 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DN0649'INCHES ABOVE GROUND.
 DN0649
 DN0649                          STATION RECOVERY (1995)
 DN0649
 DN0649'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0649'MARK NOT FOUND.
 DN0649
 DN0649                          STATION RECOVERY (1998)
 DN0649
 DN0649'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0431 ***********************************************************************
 CR0431  DESIGNATION -  Z 95
 CR0431  PID         -  CR0431
 CR0431  STATE/COUNTY-  TX/SMITH
 CR0431  USGS QUAD   -  TYLER SOUTH (1973)
 CR0431
 CR0431                         *CURRENT SURVEY CONTROL
 CR0431  ___________________________________________________________________
 CR0431* NAD 83(1986)-  32 21 06.     (N)    095 17 58.     (W)     SCALED    
 CR0431* NAVD 88     -       166.192  (meters)     545.25   (feet)  ADJUSTED  
 CR0431  ___________________________________________________________________
 CR0431  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0431  DYNAMIC HT  -         165.997 (meters)     544.61  (feet)  COMP
 CR0431  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 CR0431
 CR0431  VERT ORDER  -  FIRST     CLASS II
 CR0431
 CR0431.The horizontal coordinates were scaled from a topographic map and have
 CR0431.an estimated accuracy of +/- 6 seconds.
 CR0431
 CR0431.The orthometric height was determined by differential leveling
 CR0431.and adjusted by the National Geodetic Survey in June 1991..
 CR0431
 CR0431.The geoid height was determined by GEOID03.
 CR0431
 CR0431.The dynamic height is computed by dividing the NAVD 88
 CR0431.geopotential number by the normal gravity value computed on the
 CR0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0431.degrees latitude (g = 980.6199 gals.).
 CR0431
 CR0431.The modeled gravity was interpolated from observed gravity values.
 CR0431
 CR0431;                    North         East    Units  Estimated Accuracy
 CR0431;SPC TXNC     - 2,080,550.      901,210.      MT  (+/- 180 meters Scaled)
 CR0431
 CR0431                          SUPERSEDED SURVEY CONTROL
 CR0431
 CR0431  NGVD 29 (??/??/92)  166.21   (m)          545.3    (f) COMPUTED    1 2
 CR0431
 CR0431.Superseded values are not recommended for survey control.
 CR0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0431.See file dsdata.txt to determine how the superseded data were derived.
 CR0431
 CR0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR836817(NAD 83)
 CR0431_MARKER: DB = BENCH MARK DISK
 CR0431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0431_SP_SET: BUILDING
 CR0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0431
 CR0431  HISTORY     - Date     Condition        Report By
 CR0431  HISTORY     - UNK      MONUMENTED       CGS
 CR0431  HISTORY     - 1933     GOOD             NGS
 CR0431  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0431  HISTORY     - 20040216 MARK NOT FOUND   USPSQD
 CR0431
 CR0431                          STATION DESCRIPTION
 CR0431
 CR0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CR0431'IN TYLER.
 CR0431'IN THE SE CORNER OF THE SMITH COUNTY COURTHOUSE, SET VERTIVALLY IN THE
 CR0431'S WALL.
 CR0431
 CR0431                          STATION RECOVERY (1996)
 CR0431
 CR0431'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0431'MARK NOT FOUND.
 CR0431
 CR0431                          STATION RECOVERY (2004)
 CR0431
 CR0431'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0432 ***********************************************************************
 CR0432  DESIGNATION -  Z 95 RESET 1955
 CR0432  PID         -  CR0432
 CR0432  STATE/COUNTY-  TX/SMITH
 CR0432  USGS QUAD   -  TYLER SOUTH (1973)
 CR0432
 CR0432                         *CURRENT SURVEY CONTROL
 CR0432  ___________________________________________________________________
 CR0432* NAD 83(1986)-  32 21 05.     (N)    095 17 58.     (W)     SCALED    
 CR0432* NAVD 88     -       163.406  (meters)     536.11   (feet)  ADJUSTED  
 CR0432  ___________________________________________________________________
 CR0432  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0432  DYNAMIC HT  -         163.214 (meters)     535.48  (feet)  COMP
 CR0432  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 CR0432
 CR0432  VERT ORDER  -  FIRST     CLASS II
 CR0432
 CR0432.The horizontal coordinates were scaled from a topographic map and have
 CR0432.an estimated accuracy of +/- 6 seconds.
 CR0432
 CR0432.The orthometric height was determined by differential leveling
 CR0432.and adjusted by the National Geodetic Survey in June 1991..
 CR0432
 CR0432.The geoid height was determined by GEOID03.
 CR0432
 CR0432.The dynamic height is computed by dividing the NAVD 88
 CR0432.geopotential number by the normal gravity value computed on the
 CR0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0432.degrees latitude (g = 980.6199 gals.).
 CR0432
 CR0432.The modeled gravity was interpolated from observed gravity values.
 CR0432
 CR0432;                    North         East    Units  Estimated Accuracy
 CR0432;SPC TXNC     - 2,080,520.      901,210.      MT  (+/- 180 meters Scaled)
 CR0432
 CR0432                          SUPERSEDED SURVEY CONTROL
 CR0432
 CR0432  NGVD 29 (??/??/92)  163.432  (m)          536.19   (f) ADJ UNCH    1 2
 CR0432
 CR0432.Superseded values are not recommended for survey control.
 CR0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0432.See file dsdata.txt to determine how the superseded data were derived.
 CR0432
 CR0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR836817(NAD 83)
 CR0432_MARKER: DB = BENCH MARK DISK
 CR0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0432_SP_SET: RETAINING WALL
 CR0432_STAMPING: Z 95 RESET 1955
 CR0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0432+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0432
 CR0432  HISTORY     - Date     Condition        Report By
 CR0432  HISTORY     - 1955     MONUMENTED       CGS
 CR0432  HISTORY     - 1959     GOOD             NGS
 CR0432  HISTORY     - 19910420 GOOD             USPSQD
 CR0432  HISTORY     - 19960420 GOOD             USPSQD
 CR0432  HISTORY     - 20040216 GOOD             USPSQD
 CR0432  HISTORY     - 20050712 GOOD             USPSQD
 CR0432
 CR0432                          STATION DESCRIPTION
 CR0432
 CR0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0432'IN TYLER.
 CR0432'ABOUT 0.25 MILE SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0432'FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT TYLER, THENCE 1 1/2
 CR0432'BLOCKS WEST ALONG EAST ERWIN STREET TO THE NEW COUNTY COURTHOUSE, 1
 CR0432'FOOT EAST OF THE SOUTHEAST CORNER OF THE BUILDING, IN THE TOP OF THE
 CR0432'WEST END OF THE SOUTH CONCRETE RETAINING WALL OF A CONCRETE RAMP
 CR0432'LEADING TO THE BASEMENT PARKING AREA, AND ABOUT 2 INCHES ABOVE THE
 CR0432'SIDEWALK.
 CR0432
 CR0432                          STATION RECOVERY (1991)
 CR0432
 CR0432'RECOVERY NOTE BY US POWER SQUADRON 1991 (AFA)
 CR0432'RECOVERED IN GOOD CONDITION.
 CR0432
 CR0432                          STATION RECOVERY (1996)
 CR0432
 CR0432'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0432'RECOVERED IN GOOD CONDITION.
 CR0432
 CR0432                          STATION RECOVERY (2004)
 CR0432
 CR0432'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0432'RECOVERED IN GOOD CONDITION.
 CR0432
 CR0432                          STATION RECOVERY (2005)
 CR0432
 CR0432'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0963 ***********************************************************************
 CS0963  DESIGNATION -  Z 950
 CS0963  PID         -  CS0963
 CS0963  STATE/COUNTY-  TX/NAVARRO
 CS0963  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0963
 CS0963                         *CURRENT SURVEY CONTROL
 CS0963  ___________________________________________________________________
 CS0963* NAD 83(1986)-  32 00 12.     (N)    096 43 39.     (W)     SCALED    
 CS0963* NAVD 88     -       152.464  (meters)     500.21   (feet)  ADJUSTED  
 CS0963  ___________________________________________________________________
 CS0963  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CS0963  DYNAMIC HT  -         152.285 (meters)     499.62  (feet)  COMP
 CS0963  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 CS0963
 CS0963  VERT ORDER  -  SECOND    CLASS 0
 CS0963
 CS0963.The horizontal coordinates were scaled from a topographic map and have
 CS0963.an estimated accuracy of +/- 6 seconds.
 CS0963
 CS0963.The orthometric height was determined by differential leveling
 CS0963.and adjusted by the National Geodetic Survey in June 1991..
 CS0963
 CS0963.The geoid height was determined by GEOID03.
 CS0963
 CS0963.The dynamic height is computed by dividing the NAVD 88
 CS0963.geopotential number by the normal gravity value computed on the
 CS0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0963.degrees latitude (g = 980.6199 gals.).
 CS0963
 CS0963.The modeled gravity was interpolated from observed gravity values.
 CS0963
 CS0963;                    North         East    Units  Estimated Accuracy
 CS0963;SPC TXNC     - 2,038,750.      767,480.      MT  (+/- 180 meters Scaled)
 CS0963
 CS0963                          SUPERSEDED SURVEY CONTROL
 CS0963
 CS0963  NGVD 29 (??/??/92)  152.440  (m)          500.13   (f) ADJ UNCH    2 0
 CS0963
 CS0963.Superseded values are not recommended for survey control.
 CS0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0963.See file dsdata.txt to determine how the superseded data were derived.
 CS0963
 CS0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA146430(NAD 83)
 CS0963_MARKER: DB = BENCH MARK DISK
 CS0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0963_STAMPING: Z 950 1946
 CS0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0963+STABILITY: SURFACE MOTION
 CS0963
 CS0963  HISTORY     - Date     Condition        Report By
 CS0963  HISTORY     - 1946     MONUMENTED       CGS
 CS0963  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0963
 CS0963                          STATION DESCRIPTION
 CS0963
 CS0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0963'3.8 MI W FROM DRESDEN.
 CS0963'TO REACH FROM THE HOLLINGSWORTH GROCERY STORE AT DRESDEN GO WESTERLY
 CS0963'2.2 MILES ALONG A GRADED DIRT ROAD, THENCE NORTH 0.1 MILE ALONG A
 CS0963'GRADED DIRT ROAD, THENCE WEST 0.8 MILE ALONG A GRADED DIRT ROAD,
 CS0963'THENCE NORTH 0.2 MILE ALONG A GRADED DIRT ROAD, THENCE WEST 0.5 MILE
 CS0963'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 4.2 MILES EAST
 CS0963'OF THE EMMET SCHOOL, ABOUT 100 YARDS WEST OF A T ROAD LEADING NORTH,
 CS0963'29.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 CS0963'6.5 FEET EAST OF A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND 1.0
 CS0963'FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED Z 950
 CS0963'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 CS0963'GROUND.
 CS0963
 CS0963                          STATION RECOVERY (1965)
 CS0963
 CS0963'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0859 ***********************************************************************
 CS0859  DESIGNATION -  Z 951
 CS0859  PID         -  CS0859
 CS0859  STATE/COUNTY-  TX/NAVARRO
 CS0859  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0859
 CS0859                         *CURRENT SURVEY CONTROL
 CS0859  ___________________________________________________________________
 CS0859* NAD 83(1986)-  32 05 41.     (N)    096 43 08.     (W)     SCALED    
 CS0859* NAVD 88     -       184.663  (meters)     605.85   (feet)  ADJUSTED  
 CS0859  ___________________________________________________________________
 CS0859  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CS0859  DYNAMIC HT  -         184.447 (meters)     605.14  (feet)  COMP
 CS0859  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CS0859
 CS0859  VERT ORDER  -  SECOND    CLASS 0
 CS0859
 CS0859.The horizontal coordinates were scaled from a topographic map and have
 CS0859.an estimated accuracy of +/- 6 seconds.
 CS0859
 CS0859.The orthometric height was determined by differential leveling
 CS0859.and adjusted by the National Geodetic Survey in June 1991..
 CS0859
 CS0859.The geoid height was determined by GEOID03.
 CS0859
 CS0859.The dynamic height is computed by dividing the NAVD 88
 CS0859.geopotential number by the normal gravity value computed on the
 CS0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0859.degrees latitude (g = 980.6199 gals.).
 CS0859
 CS0859.The modeled gravity was interpolated from observed gravity values.
 CS0859
 CS0859;                    North         East    Units  Estimated Accuracy
 CS0859;SPC TXNC     - 2,048,890.      768,120.      MT  (+/- 180 meters Scaled)
 CS0859
 CS0859                          SUPERSEDED SURVEY CONTROL
 CS0859
 CS0859  NGVD 29 (??/??/92)  184.645  (m)          605.79   (f) ADJ UNCH    2 0
 CS0859
 CS0859.Superseded values are not recommended for survey control.
 CS0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0859.See file dsdata.txt to determine how the superseded data were derived.
 CS0859
 CS0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA152532(NAD 83)
 CS0859_MARKER: DB = BENCH MARK DISK
 CS0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0859_STAMPING: Z 951 1946
 CS0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0859+STABILITY: SURFACE MOTION
 CS0859
 CS0859  HISTORY     - Date     Condition        Report By
 CS0859  HISTORY     - 1946     MONUMENTED       CGS
 CS0859  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0859  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0859
 CS0859                          STATION DESCRIPTION
 CS0859
 CS0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0859'IN BLOOMING GROVE.
 CS0859'AT BLOOMING GROVE, ABOUT 0.3 MILE NORTH ALONG MAIN STREET FROM THE
 CS0859'POST OFFICE, 32.6 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 CS0859'MAIN STREET, 79.5 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO.
 CS0859'22, 27.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AND 2.5
 CS0859'FEET EAST OF THE EAST EDGE OF A CONCRETE WALK.  A BRONZE DISK STAMPED
 CS0859'Z 951 1946 SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 CS0859
 CS0859                          STATION RECOVERY (1965)
 CS0859
 CS0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0859'MARK NOT FOUND.
 CS0859
 CS0859                          STATION RECOVERY (2002)
 CS0859
 CS0859'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 CS0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0884 ***********************************************************************
 CS0884  DESIGNATION -  Z 952
 CS0884  PID         -  CS0884
 CS0884  STATE/COUNTY-  TX/ELLIS
 CS0884  USGS QUAD   -  ENNIS WEST (1978)
 CS0884
 CS0884                         *CURRENT SURVEY CONTROL
 CS0884  ___________________________________________________________________
 CS0884* NAD 83(1986)-  32 19 11.     (N)    096 37 58.     (W)     SCALED    
 CS0884* NAVD 88     -       160.338  (meters)     526.04   (feet)  ADJUSTED  
 CS0884  ___________________________________________________________________
 CS0884  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CS0884  DYNAMIC HT  -         160.152 (meters)     525.43  (feet)  COMP
 CS0884  MODELED GRAV-     979,475.3   (mgal)                       NAVD 88
 CS0884
 CS0884  VERT ORDER  -  SECOND    CLASS 0
 CS0884
 CS0884.The horizontal coordinates were scaled from a topographic map and have
 CS0884.an estimated accuracy of +/- 6 seconds.
 CS0884
 CS0884.The orthometric height was determined by differential leveling
 CS0884.and adjusted by the National Geodetic Survey in June 1991..
 CS0884
 CS0884.The geoid height was determined by GEOID03.
 CS0884
 CS0884.The dynamic height is computed by dividing the NAVD 88
 CS0884.geopotential number by the normal gravity value computed on the
 CS0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0884.degrees latitude (g = 980.6199 gals.).
 CS0884
 CS0884.The modeled gravity was interpolated from observed gravity values.
 CS0884
 CS0884;                    North         East    Units  Estimated Accuracy
 CS0884;SPC TXNC     - 2,073,980.      775,810.      MT  (+/- 180 meters Scaled)
 CS0884
 CS0884                          SUPERSEDED SURVEY CONTROL
 CS0884
 CS0884  NGVD 29 (??/??/92)  160.333  (m)          526.03   (f) ADJ UNCH    2 0
 CS0884
 CS0884.Superseded values are not recommended for survey control.
 CS0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0884.See file dsdata.txt to determine how the superseded data were derived.
 CS0884
 CS0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA228783(NAD 83)
 CS0884_MARKER: DB = BENCH MARK DISK
 CS0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0884_STAMPING: Z 952 1946
 CS0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0884+STABILITY: SURFACE MOTION
 CS0884
 CS0884  HISTORY     - Date     Condition        Report By
 CS0884  HISTORY     - 1946     MONUMENTED       CGS
 CS0884  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0884
 CS0884                          STATION DESCRIPTION
 CS0884
 CS0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0884'IN ENNIS.
 CS0884'AT ENNIS, AT THE INTERSECTION OF STATE HIGHWAY NO. 34 AND CARLTON
 CS0884'STREET, 18.0 FEET NORTHEAST OF THE CENTER LINE OF CARLTON STREET, 44.0
 CS0884'FEET NORTHWEST OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF
 CS0884'HIGHWAY NO. 34, 27.0 FEET NORTHWEST OF A FIRE HYDRANT, 10.0 FEET
 CS0884'SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT SOUTHWEST OF A FENCE AND 1.0
 CS0884'FOOT SOUTHEAST OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 CS0884'Z 952 1946 SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 CS0884
 CS0884                          STATION RECOVERY (2002)
 CS0884
 CS0884'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0917 ***********************************************************************
 CS0917  DESIGNATION -  Z 953
 CS0917  PID         -  CS0917
 CS0917  STATE/COUNTY-  TX/NAVARRO
 CS0917  USGS QUAD   -  CORBET (1978)
 CS0917
 CS0917                         *CURRENT SURVEY CONTROL
 CS0917  ___________________________________________________________________
 CS0917* NAD 83(1986)-  32 05 29.     (N)    096 32 50.     (W)     SCALED    
 CS0917* NAVD 88     -       139.723  (meters)     458.41   (feet)  ADJUSTED  
 CS0917  ___________________________________________________________________
 CS0917  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CS0917  DYNAMIC HT  -         139.561 (meters)     457.88  (feet)  COMP
 CS0917  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 CS0917
 CS0917  VERT ORDER  -  SECOND    CLASS 0
 CS0917
 CS0917.The horizontal coordinates were scaled from a topographic map and have
 CS0917.an estimated accuracy of +/- 6 seconds.
 CS0917
 CS0917.The orthometric height was determined by differential leveling
 CS0917.and adjusted by the National Geodetic Survey in June 1991..
 CS0917
 CS0917.The geoid height was determined by GEOID03.
 CS0917
 CS0917.The dynamic height is computed by dividing the NAVD 88
 CS0917.geopotential number by the normal gravity value computed on the
 CS0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0917.degrees latitude (g = 980.6199 gals.).
 CS0917
 CS0917.The modeled gravity was interpolated from observed gravity values.
 CS0917
 CS0917;                    North         East    Units  Estimated Accuracy
 CS0917;SPC TXNC     - 2,048,810.      784,330.      MT  (+/- 180 meters Scaled)
 CS0917
 CS0917                          SUPERSEDED SURVEY CONTROL
 CS0917
 CS0917  NGVD 29 (??/??/92)  139.713  (m)          458.38   (f) ADJ UNCH    2 0
 CS0917
 CS0917.Superseded values are not recommended for survey control.
 CS0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0917.See file dsdata.txt to determine how the superseded data were derived.
 CS0917
 CS0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA314531(NAD 83)
 CS0917_MARKER: DB = BENCH MARK DISK
 CS0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0917_SP_SET: CULVERT
 CS0917_STAMPING: Z 953 1946
 CS0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0917
 CS0917  HISTORY     - Date     Condition        Report By
 CS0917  HISTORY     - 1946     MONUMENTED       CGS
 CS0917  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0917
 CS0917                          STATION DESCRIPTION
 CS0917
 CS0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0917'4.7 MI W FROM CORSICANA.
 CS0917'TO REACH FROM THE COUNTY COURT HOUSE AT CORSICANA GO WEST 2 BLOCKS
 CS0917'ALONG 2ND AVENUE WEST, THENCE WESTERLY 4.7 MILES ALONG STATE HIGHWAY
 CS0917'NO. 22 TO SITE OF MARK, BENCH MARK IS 18.0 FEET NORTH OF AND ABOUT
 CS0917'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE WEST END OF
 CS0917'THE NORTH HEADWALL OF A 5 X 5 FT. CONCRETE CULVERT.  A BRONZE DISK
 CS0917'STAMPED Z 953 1946 SET IN A DRILL HOLE IN CONCRETE.
 CS0917
 CS0917                          STATION RECOVERY (2002)
 CS0917
 CS0917'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 CS0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0931 ***********************************************************************
 CS0931  DESIGNATION -  Z 954
 CS0931  PID         -  CS0931
 CS0931  STATE/COUNTY-  TX/NAVARRO
 CS0931  USGS QUAD   -  FROST (1965)
 CS0931
 CS0931                         *CURRENT SURVEY CONTROL
 CS0931  ___________________________________________________________________
 CS0931* NAD 83(1993)-  32 05 08.16877(N)    096 46 54.15932(W)     ADJUSTED  
 CS0931* NAVD 88     -       175.119  (meters)     574.54   (feet)  ADJUSTED  
 CS0931  ___________________________________________________________________
 CS0931  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 CS0931  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CS0931  DYNAMIC HT  -         174.912 (meters)     573.86  (feet)  COMP
 CS0931  MODELED GRAV-     979,454.1   (mgal)                       NAVD 88
 CS0931
 CS0931  HORZ ORDER  -  THIRD
 CS0931  VERT ORDER  -  SECOND    CLASS 0
 CS0931
 CS0931.The horizontal coordinates were established by classical geodetic methods
 CS0931.and adjusted by the National Geodetic Survey in February 1996..
 CS0931
 CS0931.The orthometric height was determined by differential leveling
 CS0931.and adjusted by the National Geodetic Survey in June 1991..
 CS0931
 CS0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0931
 CS0931.The geoid height was determined by GEOID03.
 CS0931
 CS0931.The dynamic height is computed by dividing the NAVD 88
 CS0931.geopotential number by the normal gravity value computed on the
 CS0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0931.degrees latitude (g = 980.6199 gals.).
 CS0931
 CS0931.The modeled gravity was interpolated from observed gravity values.
 CS0931
 CS0931;                    North         East     Units Scale Factor Converg.
 CS0931;SPC TXNC     - 2,047,784.025   762,210.468   MT  1.00001356   +0 56 13.7
 CS0931;SPC TXNC     - 6,718,438.09  2,500,685.51   sFT  1.00001356   +0 56 13.7
 CS0931;UTM  14      - 3,552,077.585   709,357.319   MT  1.00014056   +1 10 43.5
 CS0931
 CS0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0931!SPC TXNC     -   0.99997661  x   1.00001356  =   0.99999017
 CS0931!UTM  14      -   0.99997661  x   1.00014056  =   1.00011717
 CS0931
 CS0931                          SUPERSEDED SURVEY CONTROL
 CS0931
 CS0931  NAD 83(1986)-  32 05 08.17761(N)    096 46 54.13848(W) AD(       ) 3
 CS0931  NAD 27      -  32 05 07.62900(N)    096 46 53.16200(W) AD(       ) 3
 CS0931  NGVD 29 (??/??/92)  175.097  (m)          574.46   (f) ADJ UNCH    2 0
 CS0931
 CS0931.Superseded values are not recommended for survey control.
 CS0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0931.See file dsdata.txt to determine how the superseded data were derived.
 CS0931
 CS0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0935752078(NAD 83)
 CS0931_MARKER: DB = BENCH MARK DISK
 CS0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0931_STAMPING: Z 954 1946
 CS0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0931+STABILITY: SURFACE MOTION
 CS0931
 CS0931  HISTORY     - Date     Condition        Report By
 CS0931  HISTORY     - 1948     MONUMENTED       CGS
 CS0931  HISTORY     - 1969     GOOD             NGS
 CS0931
 CS0931                          STATION DESCRIPTION
 CS0931
 CS0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS0931'THE STATION IS LOCATED ABOUT 1.5 MILES EAST-NORTHEAST OF FROST,
 CS0931'ALONG THE NORTH SIDE OF HIGHWAY 22 JUST BEFORE REACHING
 CS0931'CREST OF SMALL RIDGE.  IT IS 49 FEET NORTH OF THE CENTERLINE
 CS0931'OF THE HIGHWAY AND 2 FEET EAST OF A WITNESS POST.  THE MARK IS
 CS0931'A STANDARD (USC AND GS) DISK SET IN AN 8 INCH SQUARE CONCRETE
 CS0931'POST WHICH PROJECTS 3 INCHES AND THE DISK IS STAMPED Z 954
 CS0931'1946.
 CS0931'
 CS0931'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CS0931'FROST TO Z 954.  IT IS (530.30 FEET) 161.637 METERS WEST OF
 CS0931'THE STATION.
 CS0931'
 CS0931'TO REACH FROM THE JUNCTION OF FARM ROAD 667 WITH STATE HIGHWAY 22
 CS0931'IN THE NORTH EDGE OF FROST, GO EAST ON HIGHWAY 22 FOR 1.5
 CS0931'MILE TO THE MARK ON THE LEFT JUST BEFORE REACHING CREST OF
 CS0931'SMALL RIDGE.
 CS0931
 CS0931                          STATION RECOVERY (1969)
 CS0931
 CS0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CS0931'1.5 MI E FROM FROST.
 CS0931'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF FM
 CS0931'HIGHWAY 667 IN FROST TO SITE OF BENCH MARK.  49 FEET NORTH OF CENTER
 CS0931'LINE OF STATE HIGHWAY 22, 530 FEET WEST OF TRIANGULATION STATION
 CS0931'FROST, AND 6 INCHES SOUTH OF A METAL WITNESS POST.  A C AND GS BENCH
 CS0931'MARK DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 CS0931'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0411 ***********************************************************************
 CS0411  DESIGNATION -  Z 955
 CS0411  PID         -  CS0411
 CS0411  STATE/COUNTY-  TX/KAUFMAN
 CS0411  USGS QUAD   -  ROSSER (1963)
 CS0411
 CS0411                         *CURRENT SURVEY CONTROL
 CS0411  ___________________________________________________________________
 CS0411* NAD 83(1986)-  32 24 15.     (N)    096 23 20.     (W)     SCALED    
 CS0411* NAVD 88     -       115.467  (meters)     378.83   (feet)  ADJUSTED  
 CS0411  ___________________________________________________________________
 CS0411  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0411  DYNAMIC HT  -         115.336 (meters)     378.40  (feet)  COMP
 CS0411  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 CS0411
 CS0411  VERT ORDER  -  SECOND    CLASS 0
 CS0411
 CS0411.The horizontal coordinates were scaled from a topographic map and have
 CS0411.an estimated accuracy of +/- 6 seconds.
 CS0411
 CS0411.The orthometric height was determined by differential leveling
 CS0411.and adjusted by the National Geodetic Survey in June 1991..
 CS0411
 CS0411.The geoid height was determined by GEOID03.
 CS0411
 CS0411.The dynamic height is computed by dividing the NAVD 88
 CS0411.geopotential number by the normal gravity value computed on the
 CS0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0411.degrees latitude (g = 980.6199 gals.).
 CS0411
 CS0411.The modeled gravity was interpolated from observed gravity values.
 CS0411
 CS0411;                    North         East    Units  Estimated Accuracy
 CS0411;SPC TXNC     - 2,083,780.      798,580.      MT  (+/- 180 meters Scaled)
 CS0411
 CS0411                          SUPERSEDED SURVEY CONTROL
 CS0411
 CS0411  NGVD 29 (??/??/92)  115.474  (m)          378.85   (f) ADJ UNCH    2 0
 CS0411
 CS0411.Superseded values are not recommended for survey control.
 CS0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0411.See file dsdata.txt to determine how the superseded data were derived.
 CS0411
 CS0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA455882(NAD 83)
 CS0411_MARKER: DB = BENCH MARK DISK
 CS0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0411_STAMPING: Z 955 1946
 CS0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0411+STABILITY: SURFACE MOTION
 CS0411
 CS0411  HISTORY     - Date     Condition        Report By
 CS0411  HISTORY     - 1946     MONUMENTED       CGS
 CS0411
 CS0411                          STATION DESCRIPTION
 CS0411
 CS0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0411'0.5 MI W FROM PEELTOWN.
 CS0411'0.5 MILE WEST ALONG A GRAVELED ROAD FROM PEELTOWN SCHOOL AT PEELTOWN,
 CS0411'31 FEET SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 56.5 FEET
 CS0411'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 57 FEET
 CS0411'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME BUILDING, 71 FEET NORTH
 CS0411'OF A 24-INCH ELM TREE, AND 1.0 FOOT EAST OF A 4 X 4-INCH WITNESS POST.
 CS0411'A STANDRD DISK, STAMPED Z 955 1946 AND SET IN THE TOP OF A CONCRETE
 CS0411'POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1476 ***********************************************************************
 CS1476  DESIGNATION -  Z 956
 CS1476  PID         -  CS1476
 CS1476  STATE/COUNTY-  TX/DALLAS
 CS1476  USGS QUAD   -  FERRIS (1968)
 CS1476
 CS1476                         *CURRENT SURVEY CONTROL
 CS1476  ___________________________________________________________________
 CS1476* NAD 83(1986)-  32 32 59.     (N)    096 39 54.     (W)     SCALED    
 CS1476* NAVD 88     -       126.496  (meters)     415.01   (feet)  ADJUSTED  
 CS1476  ___________________________________________________________________
 CS1476  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS1476  DYNAMIC HT  -         126.351 (meters)     414.54  (feet)  COMP
 CS1476  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 CS1476
 CS1476  VERT ORDER  -  SECOND    CLASS 0
 CS1476
 CS1476.The horizontal coordinates were scaled from a topographic map and have
 CS1476.an estimated accuracy of +/- 6 seconds.
 CS1476
 CS1476.The orthometric height was determined by differential leveling
 CS1476.and adjusted by the National Geodetic Survey in June 1991..
 CS1476
 CS1476.The geoid height was determined by GEOID03.
 CS1476
 CS1476.The dynamic height is computed by dividing the NAVD 88
 CS1476.geopotential number by the normal gravity value computed on the
 CS1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1476.degrees latitude (g = 980.6199 gals.).
 CS1476
 CS1476.The modeled gravity was interpolated from observed gravity values.
 CS1476
 CS1476;                    North         East    Units  Estimated Accuracy
 CS1476;SPC TXNC     - 2,099,430.      772,330.      MT  (+/- 180 meters Scaled)
 CS1476
 CS1476                          SUPERSEDED SURVEY CONTROL
 CS1476
 CS1476  NGVD 29 (??/??/92)  126.504  (m)          415.04   (f) ADJ UNCH    2 0
 CS1476
 CS1476.Superseded values are not recommended for survey control.
 CS1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1476.See file dsdata.txt to determine how the superseded data were derived.
 CS1476
 CS1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB192037(NAD 83)
 CS1476_MARKER: DB = BENCH MARK DISK
 CS1476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1476_SP_SET: SEWER DISPOSAL
 CS1476_STAMPING: Z 956 1946
 CS1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1476
 CS1476  HISTORY     - Date     Condition        Report By
 CS1476  HISTORY     - 1946     MONUMENTED       CGS
 CS1476  HISTORY     - 1958     GOOD             NGS
 CS1476
 CS1476                          STATION DESCRIPTION
 CS1476
 CS1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1476'1.1 MI N FROM FERRIS.
 CS1476'1.1 MILES NORTH OF THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS1476'FERRIS, TEXAS ALONG U. S. HIGHWAY NO. 75.  AT A SEWER DISPOSAL BASIN.
 CS1476'47.0 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY NO. 75.  22.7 FEET
 CS1476'SOUTHEAST OF THE SOUTHEAST CORNER OF A CULVERT.  12.5 FEET SOUTHWEST
 CS1476'OF A SEWER DISPOSAL BASIN.  BRONZE DISK SET HORIZONTALLY IN A 4X4 FOOT
 CS1476'SQUARE SEWER DISPOSAL INSTALLATION OF CONCRETE CONSTRUCTION. 2.0 FEET
 CS1476'BELOW THE CENTER LINE OF U. S. HIGHWAY NO. 75 AND ABOUT 1.0 FOOT ABOVE
 CS1476'THE GROUND LEVEL.  STAMPED Z 956 1946.
 CS1476
 CS1476                          STATION RECOVERY (1958)
 CS1476
 CS1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1493 ***********************************************************************
 CS1493  DESIGNATION -  Z 957
 CS1493  PID         -  CS1493
 CS1493  STATE/COUNTY-  TX/DALLAS
 CS1493  USGS QUAD   -  INDIA (1973)
 CS1493
 CS1493                         *CURRENT SURVEY CONTROL
 CS1493  ___________________________________________________________________
 CS1493* NAD 83(1986)-  32 37 06.     (N)    096 33 34.     (W)     SCALED    
 CS1493* NAVD 88     -       110.376  (meters)     362.13   (feet)  ADJUSTED  
 CS1493  ___________________________________________________________________
 CS1493  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CS1493  DYNAMIC HT  -         110.251 (meters)     361.72  (feet)  COMP
 CS1493  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 CS1493
 CS1493  VERT ORDER  -  SECOND    CLASS 0
 CS1493
 CS1493.The horizontal coordinates were scaled from a topographic map and have
 CS1493.an estimated accuracy of +/- 6 seconds.
 CS1493
 CS1493.The orthometric height was determined by differential leveling
 CS1493.and adjusted by the National Geodetic Survey in June 1991..
 CS1493
 CS1493.The geoid height was determined by GEOID03.
 CS1493
 CS1493.The dynamic height is computed by dividing the NAVD 88
 CS1493.geopotential number by the normal gravity value computed on the
 CS1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1493.degrees latitude (g = 980.6199 gals.).
 CS1493
 CS1493.The modeled gravity was interpolated from observed gravity values.
 CS1493
 CS1493;                    North         East    Units  Estimated Accuracy
 CS1493;SPC TXNC     - 2,107,210.      782,100.      MT  (+/- 180 meters Scaled)
 CS1493
 CS1493                          SUPERSEDED SURVEY CONTROL
 CS1493
 CS1493  NGVD 29 (??/??/92)  110.388  (m)          362.16   (f) ADJ UNCH    2 0
 CS1493
 CS1493.Superseded values are not recommended for survey control.
 CS1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1493.See file dsdata.txt to determine how the superseded data were derived.
 CS1493
 CS1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB289116(NAD 83)
 CS1493_MARKER: DB = BENCH MARK DISK
 CS1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1493_STAMPING: Z 957 1946
 CS1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1493+STABILITY: SURFACE MOTION
 CS1493
 CS1493  HISTORY     - Date     Condition        Report By
 CS1493  HISTORY     - 1946     MONUMENTED       CGS
 CS1493  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1493
 CS1493                          STATION DESCRIPTION
 CS1493
 CS1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1493'2.0 MI SW FROM SEAGOVILLE.
 CS1493'TO REACH THE MARK FROM THE CITY WATER TOWER AT SEAGOVILLE, GO SOUTH 1
 CS1493'BLOCK, THENCE SOUTHWEST 2.0 MILES ALONG THE MALLOY BRIDGE ROAD TO THE
 CS1493'SITE OF THE MARK.  0.1 MILE SOUTHWEST OF A STEEL BRIDGE, 39.5 FEET
 CS1493'NORTHWEST OF AND 3.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 1.5
 CS1493'FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST OF A WHITE 4X4 MARKER
 CS1493'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS1493
 CS1493                          STATION RECOVERY (1958)
 CS1493
 CS1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0214 ***********************************************************************
 CS0214  DESIGNATION -  Z 959
 CS0214  PID         -  CS0214
 CS0214  STATE/COUNTY-  TX/KAUFMAN
 CS0214  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0214
 CS0214                         *CURRENT SURVEY CONTROL
 CS0214  ___________________________________________________________________
 CS0214* NAD 83(1986)-  32 42 57.     (N)    096 26 50.     (W)     SCALED    
 CS0214* NAVD 88     -       148.615  (meters)     487.58   (feet)  ADJUSTED  
 CS0214  ___________________________________________________________________
 CS0214  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0214  DYNAMIC HT  -         148.451 (meters)     487.04  (feet)  COMP
 CS0214  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 CS0214
 CS0214  VERT ORDER  -  SECOND    CLASS 0
 CS0214
 CS0214.The horizontal coordinates were scaled from a topographic map and have
 CS0214.an estimated accuracy of +/- 6 seconds.
 CS0214
 CS0214.The orthometric height was determined by differential leveling
 CS0214.and adjusted by the National Geodetic Survey in June 1991..
 CS0214
 CS0214.The geoid height was determined by GEOID03.
 CS0214
 CS0214.The dynamic height is computed by dividing the NAVD 88
 CS0214.geopotential number by the normal gravity value computed on the
 CS0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0214.degrees latitude (g = 980.6199 gals.).
 CS0214
 CS0214.The modeled gravity was interpolated from observed gravity values.
 CS0214
 CS0214;                    North         East    Units  Estimated Accuracy
 CS0214;SPC TXNC     - 2,118,220.      792,420.      MT  (+/- 180 meters Scaled)
 CS0214
 CS0214                          SUPERSEDED SURVEY CONTROL
 CS0214
 CS0214  NGVD 29 (??/??/92)  148.622  (m)          487.60   (f) ADJ UNCH    2 0
 CS0214
 CS0214.Superseded values are not recommended for survey control.
 CS0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0214.See file dsdata.txt to determine how the superseded data were derived.
 CS0214
 CS0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB392226(NAD 83)
 CS0214_MARKER: DB = BENCH MARK DISK
 CS0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0214_STAMPING: Z 959 1946
 CS0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0214+STABILITY: SURFACE MOTION
 CS0214
 CS0214  HISTORY     - Date     Condition        Report By
 CS0214  HISTORY     - 1946     MONUMENTED       CGS
 CS0214  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0214
 CS0214                          STATION DESCRIPTION
 CS0214
 CS0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0214'3.0 MI S FROM FORNEY.
 CS0214'TO REACH THE MARK FROM THE FARMERS NATIONAL BANK BUILDING AT FORNEY,
 CS0214'GO SOUTHWEST 0.4 MILE, THENCE SOUTHEAST 2.4 MILES, THENCE SOUTHWEST
 CS0214'0.2 MILE ALONG A PAVED ROAD TO THE SITE OF THE MARK.  THE BENCH MARK
 CS0214'IS IN THE NORTHEAST CORNER OF A FARM YARD, 57.8 FEET NORTHEAST OF THE
 CS0214'NORTHEAST CORNER OF A FARMHOUSE, 31.0 FEET SOUTHEAST OF AND 1.0 FOOT
 CS0214'LOWER THAN THE CENTER LINE OF THE ROAD, 23.0 FEET NORTHEAST OF AN 8
 CS0214'INCH SYCAMORE TREE, 1.0 FOOT NORTH OF A WHITE 4X4 MARKER POST.  A
 CS0214'BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 CS0214'ABOVE THE GROUND.
 CS0214
 CS0214                          STATION RECOVERY (1961)
 CS0214
 CS0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1468 ***********************************************************************
 CS1468  DESIGNATION -  Z 961
 CS1468  PID         -  CS1468
 CS1468  STATE/COUNTY-  TX/DALLAS
 CS1468  USGS QUAD   -  HUTCHINS (1973)
 CS1468
 CS1468                         *CURRENT SURVEY CONTROL
 CS1468  ___________________________________________________________________
 CS1468* NAD 83(1986)-  32 39 12.     (N)    096 40 39.     (W)     SCALED    
 CS1468* NAVD 88     -       117.502  (meters)     385.50   (feet)  ADJUSTED  
 CS1468  ___________________________________________________________________
 CS1468  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CS1468  DYNAMIC HT  -         117.368 (meters)     385.06  (feet)  COMP
 CS1468  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CS1468
 CS1468  VERT ORDER  -  SECOND    CLASS 0
 CS1468
 CS1468.The horizontal coordinates were scaled from a topographic map and have
 CS1468.an estimated accuracy of +/- 6 seconds.
 CS1468
 CS1468.The orthometric height was determined by differential leveling
 CS1468.and adjusted by the National Geodetic Survey in June 1991..
 CS1468
 CS1468.The geoid height was determined by GEOID03.
 CS1468
 CS1468.The dynamic height is computed by dividing the NAVD 88
 CS1468.geopotential number by the normal gravity value computed on the
 CS1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1468.degrees latitude (g = 980.6199 gals.).
 CS1468
 CS1468.The modeled gravity was interpolated from observed gravity values.
 CS1468
 CS1468;                    North         East    Units  Estimated Accuracy
 CS1468;SPC TXNC     - 2,110,900.      770,960.      MT  (+/- 180 meters Scaled)
 CS1468
 CS1468                          SUPERSEDED SURVEY CONTROL
 CS1468
 CS1468  NGVD 29 (??/??/92)  117.515  (m)          385.55   (f) ADJ UNCH    2 0
 CS1468
 CS1468.Superseded values are not recommended for survey control.
 CS1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1468.See file dsdata.txt to determine how the superseded data were derived.
 CS1468
 CS1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB178152(NAD 83)
 CS1468_MARKER: DB = BENCH MARK DISK
 CS1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1468_STAMPING: Z 961 1946
 CS1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1468+STABILITY: SURFACE MOTION
 CS1468
 CS1468  HISTORY     - Date     Condition        Report By
 CS1468  HISTORY     - 1946     MONUMENTED       CGS
 CS1468  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1468
 CS1468                          STATION DESCRIPTION
 CS1468
 CS1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1468'2.2 MI E FROM HUTCHINS.
 CS1468'ABOUT 0.1 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS1468'STATION AT HUTCHINS, THENCE 2.1 MILES EASTERLY ALONG THE DOWDY FERRY
 CS1468'ROAD.  ABOUT 0.3 MILES NORTHEAST OF THE DOWDY FERRY BRIDGE, AND AT A
 CS1468'ROAD JUNCTION EAST, 48 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF
 CS1468'THE DOWDY FERRY ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE
 CS1468'EAST-WEST ROAD, 1 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISC
 CS1468'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CS1468'GROUND.
 CS1468
 CS1468                          STATION RECOVERY (1958)
 CS1468
 CS1468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0783 ***********************************************************************
 AY0783  DESIGNATION -  Z 962
 AY0783  PID         -  AY0783
 AY0783  STATE/COUNTY-  TX/BEXAR
 AY0783  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0783
 AY0783                         *CURRENT SURVEY CONTROL
 AY0783  ___________________________________________________________________
 AY0783* NAD 83(1986)-  29 23 06.     (N)    098 31 43.     (W)     SCALED    
 AY0783* NAVD 88     -       201.232  (meters)     660.21   (feet)  ADJUSTED  
 AY0783  ___________________________________________________________________
 AY0783  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AY0783  DYNAMIC HT  -         200.940 (meters)     659.25  (feet)  COMP
 AY0783  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AY0783
 AY0783  VERT ORDER  -  FIRST     CLASS II
 AY0783
 AY0783.The horizontal coordinates were scaled from a topographic map and have
 AY0783.an estimated accuracy of +/- 6 seconds.
 AY0783
 AY0783.The orthometric height was determined by differential leveling
 AY0783.and adjusted by the National Geodetic Survey in June 1991..
 AY0783
 AY0783.The geoid height was determined by GEOID03.
 AY0783
 AY0783.The dynamic height is computed by dividing the NAVD 88
 AY0783.geopotential number by the normal gravity value computed on the
 AY0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0783.degrees latitude (g = 980.6199 gals.).
 AY0783
 AY0783.The modeled gravity was interpolated from observed gravity values.
 AY0783
 AY0783;                    North         East    Units  Estimated Accuracy
 AY0783;SPC TXSC     - 4,172,060.      645,750.      MT  (+/- 180 meters Scaled)
 AY0783
 AY0783                          SUPERSEDED SURVEY CONTROL
 AY0783
 AY0783  NGVD 29 (??/??/92)  201.121  (m)          659.84   (f) ADJ UNCH    1 2
 AY0783
 AY0783.Superseded values are not recommended for survey control.
 AY0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0783.See file dsdata.txt to determine how the superseded data were derived.
 AY0783
 AY0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT457507(NAD 83)
 AY0783_MARKER: DB = BENCH MARK DISK
 AY0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0783_SP_SET: BUILDING
 AY0783_STAMPING: Z 962 1946
 AY0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0783
 AY0783  HISTORY     - Date     Condition        Report By
 AY0783  HISTORY     - 1946     MONUMENTED       CGS
 AY0783  HISTORY     - 19950510 GOOD             USPSQD
 AY0783
 AY0783                          STATION DESCRIPTION
 AY0783
 AY0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0783'IN SAN ANTONIO.
 AY0783'AT SAN ANTONIO, ALONG HOOVER AVENUE, BETWEEN CHARLOTTE AND DESOTO
 AY0783'STREETS, AT THE CHARLES GRAEBNER SCHOOL, SET VERTICALLY IN THE NORTH
 AY0783'BRICK FACE OF THE BUILDING, 5.3 FEET WEST OF THE CENTER OF THE MAIN
 AY0783'ENTRANCE, 2.0 FEET ABOVE THE LEVEL OF THE ENTRANCE LANDING.
 AY0783
 AY0783                          STATION RECOVERY (1995)
 AY0783
 AY0783'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0728 ***********************************************************************
 AY0728  DESIGNATION -  Z 963
 AY0728  PID         -  AY0728
 AY0728  STATE/COUNTY-  TX/BEXAR
 AY0728  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0728
 AY0728                         *CURRENT SURVEY CONTROL
 AY0728  ___________________________________________________________________
 AY0728* NAD 83(1986)-  29 25 34.     (N)    098 32 34.     (W)     SCALED    
 AY0728* NAVD 88     -       207.471  (meters)     680.68   (feet)  ADJUSTED  
 AY0728  ___________________________________________________________________
 AY0728  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AY0728  DYNAMIC HT  -         207.169 (meters)     679.69  (feet)  COMP
 AY0728  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 AY0728
 AY0728  VERT ORDER  -  FIRST     CLASS II
 AY0728
 AY0728.The horizontal coordinates were scaled from a topographic map and have
 AY0728.an estimated accuracy of +/- 6 seconds.
 AY0728
 AY0728.The orthometric height was determined by differential leveling
 AY0728.and adjusted by the National Geodetic Survey in June 1991..
 AY0728
 AY0728.The geoid height was determined by GEOID03.
 AY0728
 AY0728.The dynamic height is computed by dividing the NAVD 88
 AY0728.geopotential number by the normal gravity value computed on the
 AY0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0728.degrees latitude (g = 980.6199 gals.).
 AY0728
 AY0728.The modeled gravity was interpolated from observed gravity values.
 AY0728
 AY0728;                    North         East    Units  Estimated Accuracy
 AY0728;SPC TXSC     - 4,176,610.      644,360.      MT  (+/- 180 meters Scaled)
 AY0728
 AY0728                          SUPERSEDED SURVEY CONTROL
 AY0728
 AY0728  NGVD 29 (??/??/92)  207.346  (m)          680.27   (f) ADJ UNCH    1 2
 AY0728
 AY0728.Superseded values are not recommended for survey control.
 AY0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0728.See file dsdata.txt to determine how the superseded data were derived.
 AY0728
 AY0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT443552(NAD 83)
 AY0728_MARKER: DB = BENCH MARK DISK
 AY0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0728_SP_SET: BUILDING
 AY0728_STAMPING: Z 963 1946
 AY0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0728
 AY0728  HISTORY     - Date     Condition        Report By
 AY0728  HISTORY     - 1946     MONUMENTED       CGS
 AY0728  HISTORY     - 1988     GOOD             USPSQD
 AY0728  HISTORY     - 19950510 GOOD             USPSQD
 AY0728
 AY0728                          STATION DESCRIPTION
 AY0728
 AY0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0728'IN SAN ANTONIO.
 AY0728'AT SAN ANTONIO, ABOUT 0.2 MILE SOUTH OF THE INTERSECTION OF COMMERCE
 AY0728'AND 24TH STREETS, AT THE LADY OF THE LAKE COLLEGE, ABOUT 25.0 FEET
 AY0728'NORTH OF THE FRONT (EAST) ENTRANCE TO MAIN BUILDING, SET VERTICALLY IN
 AY0728'THE SOUTHEAST FACE OF THE FIRST CIRCULAR TOWER NORTH OF THE ENTRANCE,
 AY0728'3.0 FEET ABOVE THE GROUND AND 0.8 FOOT ABOVE THE STONE FOUNDATION.
 AY0728
 AY0728                          STATION RECOVERY (1988)
 AY0728
 AY0728'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0728'RECOVERED IN GOOD CONDITION.
 AY0728
 AY0728                          STATION RECOVERY (1995)
 AY0728
 AY0728'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0730 ***********************************************************************
 CR0730  DESIGNATION -  Z 964
 CR0730  PID         -  CR0730
 CR0730  STATE/COUNTY-  TX/VAN ZANDT
 CR0730  USGS QUAD   -  BEN WHEELER (1984)
 CR0730
 CR0730                         *CURRENT SURVEY CONTROL
 CR0730  ___________________________________________________________________
 CR0730* NAD 83(1986)-  32 23 09.     (N)    095 38 01.     (W)     SCALED    
 CR0730* NAVD 88     -       148.948  (meters)     488.67   (feet)  ADJUSTED  
 CR0730  ___________________________________________________________________
 CR0730  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CR0730  DYNAMIC HT  -         148.774 (meters)     488.10  (feet)  COMP
 CR0730  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 CR0730
 CR0730  VERT ORDER  -  SECOND    CLASS 0
 CR0730
 CR0730.The horizontal coordinates were scaled from a topographic map and have
 CR0730.an estimated accuracy of +/- 6 seconds.
 CR0730
 CR0730.The orthometric height was determined by differential leveling
 CR0730.and adjusted by the National Geodetic Survey in June 1991..
 CR0730
 CR0730.The geoid height was determined by GEOID03.
 CR0730
 CR0730.The dynamic height is computed by dividing the NAVD 88
 CR0730.geopotential number by the normal gravity value computed on the
 CR0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0730.degrees latitude (g = 980.6199 gals.).
 CR0730
 CR0730.The modeled gravity was interpolated from observed gravity values.
 CR0730
 CR0730;                    North         East    Units  Estimated Accuracy
 CR0730;SPC TXNC     - 2,083,430.      869,660.      MT  (+/- 180 meters Scaled)
 CR0730
 CR0730                          SUPERSEDED SURVEY CONTROL
 CR0730
 CR0730  NGVD 29 (??/??/92)  148.966  (m)          488.73   (f) ADJ UNCH    2 0
 CR0730
 CR0730.Superseded values are not recommended for survey control.
 CR0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0730.See file dsdata.txt to determine how the superseded data were derived.
 CR0730
 CR0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR522862(NAD 83)
 CR0730_MARKER: DB = BENCH MARK DISK
 CR0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0730_STAMPING: Z 964 1948
 CR0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0730+STABILITY: SURFACE MOTION
 CR0730
 CR0730  HISTORY     - Date     Condition        Report By
 CR0730  HISTORY     - 1948     MONUMENTED       CGS
 CR0730  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0730  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0730
 CR0730                          STATION DESCRIPTION
 CR0730
 CR0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0730'1.65 MI NW FROM EDOM.
 CR0730'1.65 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT
 CR0730'EDOM, ON TOP OF A HILL, 218.2 FEET WEST OF AND ACROSS THE HIGHWAY FROM
 CR0730'THE WEST CORNER OF A BRICK HOUSE OCCUPIED BY JAMES HATCHERY, 49.5 FEET
 CR0730'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 32.1 FEET SOUTHEAST OF A
 CR0730'5-INCH PINE TREE, 3.2 FEET NORTHWEST OF A REFERENCE POST, 0.7 FOOT
 CR0730'NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 CR0730'FOOT ABOVE THE GROUND.
 CR0730
 CR0730                          STATION RECOVERY (1995)
 CR0730
 CR0730'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0730'MARK NOT FOUND.
 CR0730
 CR0730                          STATION RECOVERY (2004)
 CR0730
 CR0730'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0933 ***********************************************************************
 CR0933  DESIGNATION -  Z 965
 CR0933  PID         -  CR0933
 CR0933  STATE/COUNTY-  TX/VAN ZANDT
 CR0933  USGS QUAD   -  VAN (1981)
 CR0933
 CR0933                         *CURRENT SURVEY CONTROL
 CR0933  ___________________________________________________________________
 CR0933* NAD 83(1986)-  32 30 34.     (N)    095 44 02.     (W)     SCALED    
 CR0933* NAVD 88     -       173.260  (meters)     568.44   (feet)  ADJUSTED  
 CR0933  ___________________________________________________________________
 CR0933  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CR0933  DYNAMIC HT  -         173.060 (meters)     567.78  (feet)  COMP
 CR0933  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 CR0933
 CR0933  VERT ORDER  -  SECOND    CLASS 0
 CR0933
 CR0933.The horizontal coordinates were scaled from a topographic map and have
 CR0933.an estimated accuracy of +/- 6 seconds.
 CR0933
 CR0933.The orthometric height was determined by differential leveling
 CR0933.and adjusted by the National Geodetic Survey in June 1991..
 CR0933
 CR0933.The geoid height was determined by GEOID03.
 CR0933
 CR0933.The dynamic height is computed by dividing the NAVD 88
 CR0933.geopotential number by the normal gravity value computed on the
 CR0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0933.degrees latitude (g = 980.6199 gals.).
 CR0933
 CR0933.The modeled gravity was interpolated from observed gravity values.
 CR0933
 CR0933;                    North         East    Units  Estimated Accuracy
 CR0933;SPC TXNC     - 2,096,880.      859,870.      MT  (+/- 180 meters Scaled)
 CR0933
 CR0933                          SUPERSEDED SURVEY CONTROL
 CR0933
 CR0933  NGVD 29 (??/??/92)  173.274  (m)          568.48   (f) ADJ UNCH    2 0
 CR0933
 CR0933.Superseded values are not recommended for survey control.
 CR0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0933.See file dsdata.txt to determine how the superseded data were derived.
 CR0933
 CR0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS431002(NAD 83)
 CR0933_MARKER: DB = BENCH MARK DISK
 CR0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0933_STAMPING: Z 965 1948
 CR0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0933+STABILITY: SURFACE MOTION
 CR0933
 CR0933  HISTORY     - Date     Condition        Report By
 CR0933  HISTORY     - 1948     MONUMENTED       CGS
 CR0933  HISTORY     - 19950904 GOOD             USPSQD
 CR0933  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0933  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0933
 CR0933                          STATION DESCRIPTION
 CR0933
 CR0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0933'IN COLFAX.
 CR0933'AT COLFAX, APPROXIMATELY 0.1 MILE SOUTHEAST OF THE METHODIST CHURCH,
 CR0933'60 YARDS (PACED) NORTHWEST OF THE CENTER LINE OF A NORTHEAST-SOUTHWEST
 CR0933'ROAD, AT THE NORTH SIDE OF THE COLFAX CEMETERY, 77.1 FEET EAST OF THE
 CR0933'NORTH EDGE OF A TOMBSTONE AT THE GRAVE OF ROBERT KIRKPATRICK, 34.7
 CR0933'FEET NORTH OF THE NORTH EDGE OF A TOMBSTONE AT THE GRAVE OF JOSHUA
 CR0933'HALLMAN, 33.7 FEET EAST OF THE EAST END OF A GATE ON THE NORTH SIDE OF
 CR0933'THE CEMETERY, 1.4 FEET WEST OF A REFERENCE POST, 0.8 FOOT NORTH OF A
 CR0933'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CR0933'GROUND.
 CR0933
 CR0933                          STATION RECOVERY (1995)
 CR0933
 CR0933'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0933'RECOVERED IN GOOD CONDITION.
 CR0933
 CR0933                          STATION RECOVERY (2004)
 CR0933
 CR0933'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0933'MARK NOT FOUND.
 CR0933
 CR0933                          STATION RECOVERY (2005)
 CR0933
 CR0933'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1566 ***********************************************************************
 BY1566  DESIGNATION -  Z 966
 BY1566  PID         -  BY1566
 BY1566  STATE/COUNTY-  TX/HOUSTON
 BY1566  USGS QUAD   -  FODICE (1963)
 BY1566
 BY1566                         *CURRENT SURVEY CONTROL
 BY1566  ___________________________________________________________________
 BY1566* NAD 83(1986)-  31 12 56.     (N)    095 17 38.     (W)     SCALED    
 BY1566* NAVD 88     -        79.98   (+/-2cm)     262.4    (feet)  VERTCON   
 BY1566  ___________________________________________________________________
 BY1566  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY1566
 BY1566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1566
 BY1566.The horizontal coordinates were scaled from a topographic map and have
 BY1566.an estimated accuracy of +/- 6 seconds.
 BY1566
 BY1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1566.The vertical order pertains to the NGVD 29 superseded value.
 BY1566
 BY1566.The geoid height was determined by GEOID03.
 BY1566
 BY1566;                    North         East    Units  Estimated Accuracy
 BY1566;SPC TX C     - 3,182,580.    1,179,990.      MT  (+/- 180 meters Scaled)
 BY1566
 BY1566                          SUPERSEDED SURVEY CONTROL
 BY1566
 BY1566  NGVD 29 (??/??/92)   79.995  (m)          262.45   (f) ADJ UNCH    2 0
 BY1566
 BY1566.Superseded values are not recommended for survey control.
 BY1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1566.See file dsdata.txt to determine how the superseded data were derived.
 BY1566
 BY1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ814557(NAD 83)
 BY1566_MARKER: DB = BENCH MARK DISK
 BY1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1566_STAMPING: Z 966 1948
 BY1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1566+STABILITY: SURFACE MOTION
 BY1566
 BY1566  HISTORY     - Date     Condition        Report By
 BY1566  HISTORY     - 1948     MONUMENTED       CGS
 BY1566
 BY1566                          STATION DESCRIPTION
 BY1566
 BY1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1566'4.0 MI NW FROM PENNINGTON.
 BY1566'4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE PENNINGTON BAPTIST
 BY1566'CHURCH AT PENNINGTON, 2.15 MILES SOUTHEAST OF THE SHADY GROVE BAPTIST
 BY1566'CHURCH, 50.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42.5
 BY1566'FEET NORTHWEST OF THE MOST NORTHWESTERLY ONE OF TWO 15-INCH CEDAR
 BY1566'TREES WHICH ARE DIRECTLY IN FRONT OF THE HOME OF GEORGE C. CECIL, 7.5
 BY1566'FEET NORTHWEST OF A 24-INCH OAK TREE, 2.4 FEET SOUTHEAST OF A WITNESS
 BY1566'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 BY1566'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0151 ***********************************************************************
 DN0151  DESIGNATION -  Z 967
 DN0151  PID         -  DN0151
 DN0151  STATE/COUNTY-  TX/HUNT
 DN0151  USGS QUAD   -  GREENVILLE SE (1962)
 DN0151
 DN0151                         *CURRENT SURVEY CONTROL
 DN0151  ___________________________________________________________________
 DN0151* NAD 83(1986)-  33 00 34.     (N)    096 06 41.     (W)     SCALED    
 DN0151* NAVD 88     -       155.562  (meters)     510.37   (feet)  ADJUSTED  
 DN0151  ___________________________________________________________________
 DN0151  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DN0151  DYNAMIC HT  -         155.391 (meters)     509.81  (feet)  COMP
 DN0151  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 DN0151
 DN0151  VERT ORDER  -  SECOND    CLASS 0
 DN0151
 DN0151.The horizontal coordinates were scaled from a topographic map and have
 DN0151.an estimated accuracy of +/- 6 seconds.
 DN0151
 DN0151.The orthometric height was determined by differential leveling
 DN0151.and adjusted by the National Geodetic Survey in June 1991..
 DN0151
 DN0151.The geoid height was determined by GEOID03.
 DN0151
 DN0151.The dynamic height is computed by dividing the NAVD 88
 DN0151.geopotential number by the normal gravity value computed on the
 DN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0151.degrees latitude (g = 980.6199 gals.).
 DN0151
 DN0151.The modeled gravity was interpolated from observed gravity values.
 DN0151
 DN0151;                    North         East    Units  Estimated Accuracy
 DN0151;SPC TXNC     - 2,151,440.      823,150.      MT  (+/- 180 meters Scaled)
 DN0151
 DN0151                          SUPERSEDED SURVEY CONTROL
 DN0151
 DN0151  NGVD 29 (??/??/92)  155.553  (m)          510.34   (f) ADJ UNCH    2 0
 DN0151
 DN0151.Superseded values are not recommended for survey control.
 DN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0151.See file dsdata.txt to determine how the superseded data were derived.
 DN0151
 DN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB698560(NAD 83)
 DN0151_MARKER: DB = BENCH MARK DISK
 DN0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0151_STAMPING: Z 967 1946
 DN0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0151+STABILITY: SURFACE MOTION
 DN0151
 DN0151  HISTORY     - Date     Condition        Report By
 DN0151  HISTORY     - 1946     MONUMENTED       CGS
 DN0151  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0151
 DN0151                          STATION DESCRIPTION
 DN0151
 DN0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0151'1.1 MI N FROM CASH.
 DN0151'TO REACH THE MARK FROM THE WHITE FRAME SCHOOL HOUSE AT CASH GO 1.1
 DN0151'MILES NORTH ALONG THE TEXAS-NEW ORLEANS RAILROAD, TO A DIRT ROAD
 DN0151'CROSSING, 0.2 MILE WEST OF HIGHWAY 34, 40 FEET EAST OF THE CENTERLINE
 DN0151'OF THE TRACK, AND ABOUT 3 FEET LOWER, 26 FEET NORTH OF A DIRT ROAD
 DN0151'CROSSING, 10 FEET WEST OF A LIGHT POLE AND IN LINE WITH ROW OF POLES,
 DN0151'AT THE INTERSECTION OF A LIGHT LINE AND A TELEPHONE LINE, 3 FEET EAST
 DN0151'OF A WHITE 4/4 MARKER POST, AND PROJECTS 3 INCHES ABOVE THE GROUND.
 DN0151
 DN0151                          STATION RECOVERY (1994)
 DN0151
 DN0151'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0801 ***********************************************************************
 BY0801  DESIGNATION -  Z 968
 BY0801  PID         -  BY0801
 BY0801  STATE/COUNTY-  TX/TRINITY
 BY0801  USGS QUAD   -  TREVAT (1980)
 BY0801
 BY0801                         *CURRENT SURVEY CONTROL
 BY0801  ___________________________________________________________________
 BY0801* NAD 83(1986)-  31 02 22.     (N)    094 58 13.     (W)     SCALED    
 BY0801* NAVD 88     -        72.07   (+/-2cm)     236.4    (feet)  VERTCON   
 BY0801  ___________________________________________________________________
 BY0801  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY0801
 BY0801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0801
 BY0801.The horizontal coordinates were scaled from a topographic map and have
 BY0801.an estimated accuracy of +/- 6 seconds.
 BY0801
 BY0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0801.The vertical order pertains to the NGVD 29 superseded value.
 BY0801
 BY0801.The geoid height was determined by GEOID03.
 BY0801
 BY0801;                    North         East    Units  Estimated Accuracy
 BY0801;SPC TX C     - 3,164,520.    1,211,730.      MT  (+/- 180 meters Scaled)
 BY0801
 BY0801                          SUPERSEDED SURVEY CONTROL
 BY0801
 BY0801  NGVD 29 (??/??/92)   72.088  (m)          236.51   (f) ADJ UNCH    2 0
 BY0801
 BY0801.Superseded values are not recommended for survey control.
 BY0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0801.See file dsdata.txt to determine how the superseded data were derived.
 BY0801
 BY0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ119356(NAD 83)
 BY0801_MARKER: DB = BENCH MARK DISK
 BY0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0801_STAMPING: Z 968 1948
 BY0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0801+STABILITY: SURFACE MOTION
 BY0801
 BY0801  HISTORY     - Date     Condition        Report By
 BY0801  HISTORY     - 1948     MONUMENTED       CGS
 BY0801
 BY0801                          STATION DESCRIPTION
 BY0801
 BY0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0801'6.4 MI NE FROM WOODLAKE.
 BY0801'3.6 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY0801'WOODLAKE, THENCE 2.8 MILES NORTHEAST ALONG A DIRT ROAD, 0.6 MILE
 BY0801'SOUTHWEST OF PINEY CREEK, 45.0 FEET SOUTHEAST OF THE CENTER LINE OF
 BY0801'THE ROAD, 21.0 FEET EAST OF A 10-INCH PINE TREE WITH A TRIANGULAR
 BY0801'BLAZE, 15.0 FEET NORTHEAST OF THE CENTER LINE OF A DIM TRAIL LEADING
 BY0801'SOUTHEAST, 1.6 FEET SOUTHWEST OF A REFERENCE POST, ON TOP OF A RISE,
 BY0801'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BY0801'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0410 ***********************************************************************
 CS0410  DESIGNATION -  Z 969
 CS0410  PID         -  CS0410
 CS0410  STATE/COUNTY-  TX/KAUFMAN
 CS0410  USGS QUAD   -  GRAYS PRAIRIE (1978)
 CS0410
 CS0410                         *CURRENT SURVEY CONTROL
 CS0410  ___________________________________________________________________
 CS0410* NAD 83(1986)-  32 24 19.     (N)    096 22 19.     (W)     SCALED    
 CS0410* NAVD 88     -       108.635  (meters)     356.41   (feet)  ADJUSTED  
 CS0410  ___________________________________________________________________
 CS0410  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0410  DYNAMIC HT  -         108.512 (meters)     356.01  (feet)  COMP
 CS0410  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 CS0410
 CS0410  VERT ORDER  -  SECOND    CLASS 0
 CS0410
 CS0410.The horizontal coordinates were scaled from a topographic map and have
 CS0410.an estimated accuracy of +/- 6 seconds.
 CS0410
 CS0410.The orthometric height was determined by differential leveling
 CS0410.and adjusted by the National Geodetic Survey in June 1991..
 CS0410
 CS0410.The geoid height was determined by GEOID03.
 CS0410
 CS0410.The dynamic height is computed by dividing the NAVD 88
 CS0410.geopotential number by the normal gravity value computed on the
 CS0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0410.degrees latitude (g = 980.6199 gals.).
 CS0410
 CS0410.The modeled gravity was interpolated from observed gravity values.
 CS0410
 CS0410;                    North         East    Units  Estimated Accuracy
 CS0410;SPC TXNC     - 2,083,930.      800,170.      MT  (+/- 180 meters Scaled)
 CS0410
 CS0410                          SUPERSEDED SURVEY CONTROL
 CS0410
 CS0410  NGVD 29 (??/??/92)  108.643  (m)          356.44   (f) ADJ UNCH    2 0
 CS0410
 CS0410.Superseded values are not recommended for survey control.
 CS0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0410.See file dsdata.txt to determine how the superseded data were derived.
 CS0410
 CS0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA471883(NAD 83)
 CS0410_MARKER: DB = BENCH MARK DISK
 CS0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0410_STAMPING: Z 969 1946
 CS0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0410+STABILITY: SURFACE MOTION
 CS0410
 CS0410  HISTORY     - Date     Condition        Report By
 CS0410  HISTORY     - 1946     MONUMENTED       CGS
 CS0410  HISTORY     - 1960     MARK NOT FOUND   NGS
 CS0410  HISTORY     - 19930503 MARK NOT FOUND   USPSQD
 CS0410
 CS0410                          STATION DESCRIPTION
 CS0410
 CS0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CS0410'0.5 MI E FROM PEELTOWN.
 CS0410'0.5 MILE EAST ALONG A GRAVELED ROAD FROM PEELTOWN SCHOOL AT PEELTOWN,
 CS0410'100 YARDS WEST OF A FARMHOUSE, 62 YARDS EAST OF A WOODEN BRIDGE, 39
 CS0410'FEET NORTH OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 40 FEET EAST
 CS0410'OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4
 CS0410'X 4-INCH WITNESS POST.  A STANDRD DISK, STAMPED Z 969 1946 AND SET IN
 CS0410'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE--
 CS0410'THE MARK IS LOCATED IN A FENCE LINE WHICH HAS BEEN PARTIALLY COVERED
 CS0410'BY DIRT AND WEEDS.
 CS0410
 CS0410                          STATION RECOVERY (1993)
 CS0410
 CS0410'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0185 ***********************************************************************
 CS0185  DESIGNATION -  Z 970
 CS0185  PID         -  CS0185
 CS0185  STATE/COUNTY-  TX/KAUFMAN
 CS0185  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0185
 CS0185                         *CURRENT SURVEY CONTROL
 CS0185  ___________________________________________________________________
 CS0185* NAD 83(1986)-  32 44 12.     (N)    096 18 30.     (W)     SCALED    
 CS0185* NAVD 88     -       147.685  (meters)     484.53   (feet)  ADJUSTED  
 CS0185  ___________________________________________________________________
 CS0185  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0185  DYNAMIC HT  -         147.522 (meters)     484.00  (feet)  COMP
 CS0185  MODELED GRAV-     979,530.1   (mgal)                       NAVD 88
 CS0185
 CS0185  VERT ORDER  -  SECOND    CLASS 0
 CS0185
 CS0185.The horizontal coordinates were scaled from a topographic map and have
 CS0185.an estimated accuracy of +/- 6 seconds.
 CS0185
 CS0185.The orthometric height was determined by differential leveling
 CS0185.and adjusted by the National Geodetic Survey in June 1991..
 CS0185
 CS0185.The geoid height was determined by GEOID03.
 CS0185
 CS0185.The dynamic height is computed by dividing the NAVD 88
 CS0185.geopotential number by the normal gravity value computed on the
 CS0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0185.degrees latitude (g = 980.6199 gals.).
 CS0185
 CS0185.The modeled gravity was interpolated from observed gravity values.
 CS0185
 CS0185;                    North         East    Units  Estimated Accuracy
 CS0185;SPC TXNC     - 2,120,800.      805,390.      MT  (+/- 180 meters Scaled)
 CS0185
 CS0185                          SUPERSEDED SURVEY CONTROL
 CS0185
 CS0185  NGVD 29 (??/??/92)  147.697  (m)          484.57   (f) ADJ UNCH    2 0
 CS0185
 CS0185.Superseded values are not recommended for survey control.
 CS0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0185.See file dsdata.txt to determine how the superseded data were derived.
 CS0185
 CS0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB522253(NAD 83)
 CS0185_MARKER: DB = BENCH MARK DISK
 CS0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0185_SP_SET: BRIDGE
 CS0185_STAMPING: Z 970 1946
 CS0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0185
 CS0185  HISTORY     - Date     Condition        Report By
 CS0185  HISTORY     - 1946     MONUMENTED       CGS
 CS0185  HISTORY     - 1988     GOOD             USPSQD
 CS0185
 CS0185                          STATION DESCRIPTION
 CS0185
 CS0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0185'IN TERRELL.
 CS0185'ONE BLOCK SOUTH ALONG NORTH CATHERINE STREET FROM THE POST OFFICE AT
 CS0185'TERRELL, KAUFMAN COUNTY, THENCE 1.9 MILES WEST ALONG U.S. HIGHWAY 80.
 CS0185'AT A CONCRETE BRIDGE, IN THE CENTER OF THE TOP OF THE SOUTHEAST WING
 CS0185'WALL, 17 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 CS0185'THE HIGHWAY.  A STANDARD DISK, STAMPED Z 970 1946.
 CS0185
 CS0185                          STATION RECOVERY (1988)
 CS0185
 CS0185'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0133 ***********************************************************************
 CS0133  DESIGNATION -  Z 971
 CS0133  PID         -  CS0133
 CS0133  STATE/COUNTY-  TX/KAUFMAN
 CS0133  USGS QUAD   -  POETRY (1980)
 CS0133
 CS0133                         *CURRENT SURVEY CONTROL
 CS0133  ___________________________________________________________________
 CS0133* NAD 83(1986)-  32 50 21.     (N)    096 11 38.     (W)     SCALED    
 CS0133* NAVD 88     -       143.944  (meters)     472.26   (feet)  ADJUSTED  
 CS0133  ___________________________________________________________________
 CS0133  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0133  DYNAMIC HT  -         143.785 (meters)     471.73  (feet)  COMP
 CS0133  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 CS0133
 CS0133  VERT ORDER  -  SECOND    CLASS 0
 CS0133
 CS0133.The horizontal coordinates were scaled from a topographic map and have
 CS0133.an estimated accuracy of +/- 6 seconds.
 CS0133
 CS0133.The orthometric height was determined by differential leveling
 CS0133.and adjusted by the National Geodetic Survey in June 1991..
 CS0133
 CS0133.The geoid height was determined by GEOID03.
 CS0133
 CS0133.The dynamic height is computed by dividing the NAVD 88
 CS0133.geopotential number by the normal gravity value computed on the
 CS0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0133.degrees latitude (g = 980.6199 gals.).
 CS0133
 CS0133.The modeled gravity was interpolated from observed gravity values.
 CS0133
 CS0133;                    North         East    Units  Estimated Accuracy
 CS0133;SPC TXNC     - 2,132,390.      815,860.      MT  (+/- 180 meters Scaled)
 CS0133
 CS0133                          SUPERSEDED SURVEY CONTROL
 CS0133
 CS0133  NGVD 29 (??/??/92)  143.950  (m)          472.28   (f) ADJ UNCH    2 0
 CS0133
 CS0133.Superseded values are not recommended for survey control.
 CS0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0133.See file dsdata.txt to determine how the superseded data were derived.
 CS0133
 CS0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB626369(NAD 83)
 CS0133_MARKER: DB = BENCH MARK DISK
 CS0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0133_STAMPING: Z 971 1946
 CS0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0133+STABILITY: SURFACE MOTION
 CS0133
 CS0133  HISTORY     - Date     Condition        Report By
 CS0133  HISTORY     - 1946     MONUMENTED       CGS
 CS0133  HISTORY     - 1975     MARK NOT FOUND   USGS
 CS0133
 CS0133                          STATION DESCRIPTION
 CS0133
 CS0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0133'8.5 MI N FROM TERRELL.
 CS0133'TO REACH THE MARK FROM TERRELL, GO 8.5 MILES NORTH ALONG THE TEXAS-NEW
 CS0133'ORLEANS RAILROAD, TO BRIDGE 49-52, 41.3 FEET EAST OF THE CENTERLINE OF
 CS0133'THE TRACK AND ABOUT 8 FEET LOWER THAN THE TRACK, 33.4 FEET NORTH OF
 CS0133'TELEPHONE POLE 842, AND IN LINE WITH A ROW OF POLES, 9 FEET NORTHWEST
 CS0133'OF A CORNER POST IN A 5 STRAND WIRE FENCE, 2.5 FEET SOUTH OF A WHITE
 CS0133'4/4 MARKER POST, AND PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0133
 CS0133                          STATION RECOVERY (1975)
 CS0133
 CS0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CS0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1365 ***********************************************************************
 BY1365  DESIGNATION -  Z 972
 BY1365  PID         -  BY1365
 BY1365  STATE/COUNTY-  TX/HOUSTON
 BY1365  USGS QUAD   -  CROCKETT (1950)
 BY1365
 BY1365                         *CURRENT SURVEY CONTROL
 BY1365  ___________________________________________________________________
 BY1365* NAD 83(1986)-  31 20 11.     (N)    095 28 26.     (W)     SCALED    
 BY1365* NAVD 88     -        82.49   (+/-2cm)     270.6    (feet)  VERTCON   
 BY1365  ___________________________________________________________________
 BY1365  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1365
 BY1365  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1365
 BY1365.The horizontal coordinates were scaled from a topographic map and have
 BY1365.an estimated accuracy of +/- 6 seconds.
 BY1365
 BY1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1365.The vertical order pertains to the NGVD 29 superseded value.
 BY1365
 BY1365.The geoid height was determined by GEOID03.
 BY1365
 BY1365;                    North         East    Units  Estimated Accuracy
 BY1365;SPC TX C     - 3,195,200.    1,162,270.      MT  (+/- 180 meters Scaled)
 BY1365
 BY1365                          SUPERSEDED SURVEY CONTROL
 BY1365
 BY1365  NGVD 29 (??/??/92)   82.472  (m)          270.58   (f) ADJ UNCH    1 2
 BY1365
 BY1365.Superseded values are not recommended for survey control.
 BY1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1365.See file dsdata.txt to determine how the superseded data were derived.
 BY1365
 BY1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ646695(NAD 83)
 BY1365_MARKER: DB = BENCH MARK DISK
 BY1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1365_STAMPING: Z 972 1947
 BY1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1365+STABILITY: SURFACE MOTION
 BY1365
 BY1365  HISTORY     - Date     Condition        Report By
 BY1365  HISTORY     - 1947     MONUMENTED       CGS
 BY1365  HISTORY     - 1960     GOOD             NGS
 BY1365  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1365
 BY1365                          STATION DESCRIPTION
 BY1365
 BY1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1365'1.65 MI N FROM CROCKETT.
 BY1365'ABOUT 1.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1365'STATION AT CROCKETT, 3 POLES SOUTH OF MILEPOST 35/20, 101 1/2 FEET
 BY1365'EAST OF THE EAST RAIL, 7 FEET EAST OF A FENCE, 7 1/2 FEET
 BY1365'EAST-SOUTHEAST OF THE SOUTH END OF A GATE, 40 1/2 FEET SOUTH OF A
 BY1365'CROOKED 26-INCH SWEET GUM TREE, ABOUT 4 1/2 FEET BELOW THE LEVEL OF
 BY1365'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BY1365
 BY1365                          STATION RECOVERY (1980)
 BY1365
 BY1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1401 ***********************************************************************
 BL1401  DESIGNATION -  Z 973
 BL1401  PID         -  BL1401
 BL1401  STATE/COUNTY-  TX/SAN JACINTO
 BL1401  USGS QUAD   -  BEAR CREEK (1976)
 BL1401
 BL1401                         *CURRENT SURVEY CONTROL
 BL1401  ___________________________________________________________________
 BL1401* NAD 83(1986)-  30 24 09.     (N)    095 12 34.     (W)     SCALED    
 BL1401* NAVD 88     -        69.12   (+/-2cm)     226.8    (feet)  VERTCON   
 BL1401  ___________________________________________________________________
 BL1401  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL1401
 BL1401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1401
 BL1401.The horizontal coordinates were scaled from a topographic map and have
 BL1401.an estimated accuracy of +/- 6 seconds.
 BL1401
 BL1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1401.The vertical order pertains to the NGVD 29 superseded value.
 BL1401
 BL1401.The geoid height was determined by GEOID03.
 BL1401
 BL1401;                    North         East    Units  Estimated Accuracy
 BL1401;SPC TX C     - 3,092,910.    1,192,170.      MT  (+/- 180 meters Scaled)
 BL1401
 BL1401                          SUPERSEDED SURVEY CONTROL
 BL1401
 BL1401  NGVD 29 (??/??/92)   69.122  (m)          226.78   (f) ADJ UNCH    2 0
 BL1401
 BL1401.Superseded values are not recommended for survey control.
 BL1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1401.See file dsdata.txt to determine how the superseded data were derived.
 BL1401
 BL1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP877654(NAD 83)
 BL1401_MARKER: DB = BENCH MARK DISK
 BL1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1401_STAMPING: Z 973 1947
 BL1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1401+STABILITY: SURFACE MOTION
 BL1401
 BL1401  HISTORY     - Date     Condition        Report By
 BL1401  HISTORY     - 1947     MONUMENTED       CGS
 BL1401
 BL1401                          STATION DESCRIPTION
 BL1401
 BL1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1401'8.7 MI NW FROM FOSTORIA.
 BL1401'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1401'FOSTORIA, THENCE 6.5 MILES NORTH ALONG A DIRT ROAD, 33.0 FEET
 BL1401'NORTHEAST OF A 14-INCH PINE TREE WITH A TRIANGULAR BLAZE, 25.0 FEET
 BL1401'NORTH OF A 6-INCH PINE TREE WITH A TRIANGULAR BLAZE, 23.0 FEET
 BL1401'NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 8.6 FEET
 BL1401'SOUTHWEST OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE, 2.2 FEET
 BL1401'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL1401'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1047 ***********************************************************************
 BL1047  DESIGNATION -  Z 974
 BL1047  PID         -  BL1047
 BL1047  STATE/COUNTY-  TX/SAN JACINTO
 BL1047  USGS QUAD   -  COLDSPRING (1997)
 BL1047
 BL1047                         *CURRENT SURVEY CONTROL
 BL1047  ___________________________________________________________________
 BL1047* NAD 83(1986)-  30 33 40.     (N)    095 14 17.     (W)     SCALED    
 BL1047* NAVD 88     -        97.07   (+/-2cm)     318.5    (feet)  VERTCON   
 BL1047  ___________________________________________________________________
 BL1047  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL1047
 BL1047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1047
 BL1047.The horizontal coordinates were scaled from a topographic map and have
 BL1047.an estimated accuracy of +/- 6 seconds.
 BL1047
 BL1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1047.The vertical order pertains to the NGVD 29 superseded value.
 BL1047
 BL1047.The geoid height was determined by GEOID03.
 BL1047
 BL1047;                    North         East    Units  Estimated Accuracy
 BL1047;SPC TX C     - 3,110,350.    1,188,620.      MT  (+/- 180 meters Scaled)
 BL1047
 BL1047                          SUPERSEDED SURVEY CONTROL
 BL1047
 BL1047  NGVD 29 (??/??/92)   97.080  (m)          318.50   (f) ADJ UNCH    2 0
 BL1047
 BL1047.Superseded values are not recommended for survey control.
 BL1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1047.See file dsdata.txt to determine how the superseded data were derived.
 BL1047
 BL1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP853830(NAD 83)
 BL1047_MARKER: DB = BENCH MARK DISK
 BL1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1047_STAMPING: Z 974 1947
 BL1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1047+STABILITY: SURFACE MOTION
 BL1047
 BL1047  HISTORY     - Date     Condition        Report By
 BL1047  HISTORY     - 1947     MONUMENTED       CGS
 BL1047
 BL1047                          STATION DESCRIPTION
 BL1047
 BL1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1047'IN EVERGREEN.
 BL1047'AT EVERGREEN, ON STATE HIGHWAY NO. 150, ABOUT 94 YARDS EAST OF THE
 BL1047'POST OFFICE, 116.5 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF A
 BL1047'YARD FENCE, 77.1 FEET NORTH OF POWER POLE NO.D165, 54.6 FEET SOUTHEAST
 BL1047'OF AND ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 11.5
 BL1047'FEET SOUTHWEST OF A FENCE CORNER, 1.7 FEET WEST OF A FENCE AND 1.6
 BL1047'FEET NORTHEAST OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 BL1047'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1025 ***********************************************************************
 BL1025  DESIGNATION -  Z 975
 BL1025  PID         -  BL1025
 BL1025  STATE/COUNTY-  TX/WALKER
 BL1025  USGS QUAD   -  NEW WAVERLY (1976)
 BL1025
 BL1025                         *CURRENT SURVEY CONTROL
 BL1025  ___________________________________________________________________
 BL1025* NAD 83(1986)-  30 31 54.     (N)    095 28 13.     (W)     SCALED    
 BL1025* NAVD 88     -        96.38   (+/-2cm)     316.2    (feet)  VERTCON   
 BL1025  ___________________________________________________________________
 BL1025  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL1025
 BL1025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1025
 BL1025.The horizontal coordinates were scaled from a topographic map and have
 BL1025.an estimated accuracy of +/- 6 seconds.
 BL1025
 BL1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1025.The vertical order pertains to the NGVD 29 superseded value.
 BL1025
 BL1025.The geoid height was determined by GEOID03.
 BL1025
 BL1025;                    North         East    Units  Estimated Accuracy
 BL1025;SPC TX C     - 3,106,090.    1,166,510.      MT  (+/- 180 meters Scaled)
 BL1025
 BL1025                          SUPERSEDED SURVEY CONTROL
 BL1025
 BL1025  NGVD 29 (??/??/92)   96.388  (m)          316.23   (f) ADJ UNCH    2 0
 BL1025
 BL1025.Superseded values are not recommended for survey control.
 BL1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1025.See file dsdata.txt to determine how the superseded data were derived.
 BL1025
 BL1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP629802(NAD 83)
 BL1025_MARKER: DB = BENCH MARK DISK
 BL1025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1025_SP_SET: CULVERT
 BL1025_STAMPING: Z 975 1947
 BL1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1025
 BL1025  HISTORY     - Date     Condition        Report By
 BL1025  HISTORY     - 1947     MONUMENTED       CGS
 BL1025  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 BL1025
 BL1025                          STATION DESCRIPTION
 BL1025
 BL1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1025'0.8 MI E FROM NEW WAVERLY.
 BL1025'0.8 MILE EAST ALONG TEXAS STATE HIGHWAY 150 FROM THE RAILWAY STATION
 BL1025'AT NEW WAVERLY, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL
 BL1025'OF A LARGE CONCRETE CULVERT, 1.0 FOOT EAST OF WEST END OF THE
 BL1025'HEADWALL, 16.0 FEET SOUTH OF AND 1.0 FOOT LOWER THAN THE CENTER LINE
 BL1025'OF THE HIGHWAY.
 BL1025
 BL1025                          STATION RECOVERY (2002)
 BL1025
 BL1025'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BL1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0999 ***********************************************************************
 BL0999  DESIGNATION -  Z 976
 BL0999  PID         -  BL0999
 BL0999  STATE/COUNTY-  TX/SAN JACINTO
 BL0999  USGS QUAD   -  OAKHURST (1972)
 BL0999
 BL0999                         *CURRENT SURVEY CONTROL
 BL0999  ___________________________________________________________________
 BL0999* NAD 83(1986)-  30 43 46.     (N)    095 18 38.     (W)     SCALED    
 BL0999* NAVD 88     -       111.00   (+/-2cm)     364.2    (feet)  VERTCON   
 BL0999  ___________________________________________________________________
 BL0999  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL0999
 BL0999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0999
 BL0999.The horizontal coordinates were scaled from a topographic map and have
 BL0999.an estimated accuracy of +/- 6 seconds.
 BL0999
 BL0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0999.The vertical order pertains to the NGVD 29 superseded value.
 BL0999
 BL0999.The geoid height was determined by GEOID03.
 BL0999
 BL0999;                    North         East    Units  Estimated Accuracy
 BL0999;SPC TX C     - 3,128,670.    1,180,830.      MT  (+/- 180 meters Scaled)
 BL0999
 BL0999                          SUPERSEDED SURVEY CONTROL
 BL0999
 BL0999  NGVD 29 (??/??/92)  111.004  (m)          364.19   (f) ADJ UNCH    2 0
 BL0999
 BL0999.Superseded values are not recommended for survey control.
 BL0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0999.See file dsdata.txt to determine how the superseded data were derived.
 BL0999
 BL0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ787018(NAD 83)
 BL0999_MARKER: DB = BENCH MARK DISK
 BL0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0999_STAMPING: Z 976 1947
 BL0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0999+STABILITY: SURFACE MOTION
 BL0999
 BL0999  HISTORY     - Date     Condition        Report By
 BL0999  HISTORY     - 1947     MONUMENTED       CGS
 BL0999  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL0999
 BL0999                          STATION DESCRIPTION
 BL0999
 BL0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0999'0.6 MI SE FROM OAKHURST.
 BL0999'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0999'OAKHURST, THENCE 0.4 MILE SOUTH ALONG A GRADED DIRT ROAD, 117 YARDS
 BL0999'SOUTHEAST OF A HOUSE, 131.0 FEET SOUTHEAST OF A LONE 24 INCH GUM TREE,
 BL0999'94.0 FEET WEST OF AND 3.0 FEET HIGHER THAN THE CENTER LINE OF THE
 BL0999'ROAD, 21.0 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 2.0
 BL0999'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0999'PROJECTS 1 INCH ABOVE THE GROUND.  NOTE-- ROAD WAS PAVED ABOUT 5 YEARS
 BL0999'AGO.  NO HOUSES CLOSE TO THE ROAD IN THE AREA.
 BL0999
 BL0999                          STATION RECOVERY (1960)
 BL0999
 BL0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1941 ***********************************************************************
 BY1941  DESIGNATION -  Z 978
 BY1941  PID         -  BY1941
 BY1941  STATE/COUNTY-  TX/HOUSTON
 BY1941  USGS QUAD   -  PEARSONS CHAPEL (1964)
 BY1941
 BY1941                         *CURRENT SURVEY CONTROL
 BY1941  ___________________________________________________________________
 BY1941* NAD 83(1986)-  31 12 50.     (N)    095 37 16.     (W)     SCALED    
 BY1941* NAVD 88     -        80.27   (+/-2cm)     263.4    (feet)  VERTCON   
 BY1941  ___________________________________________________________________
 BY1941  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1941
 BY1941  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1941
 BY1941.The horizontal coordinates were scaled from a topographic map and have
 BY1941.an estimated accuracy of +/- 6 seconds.
 BY1941
 BY1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1941.The vertical order pertains to the NGVD 29 superseded value.
 BY1941
 BY1941.The geoid height was determined by GEOID03.
 BY1941
 BY1941;                    North         East    Units  Estimated Accuracy
 BY1941;SPC TX C     - 3,181,030.    1,148,850.      MT  (+/- 180 meters Scaled)
 BY1941
 BY1941                          SUPERSEDED SURVEY CONTROL
 BY1941
 BY1941  NGVD 29 (??/??/92)   80.275  (m)          263.37   (f) ADJ UNCH    2 0
 BY1941
 BY1941.Superseded values are not recommended for survey control.
 BY1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1941.See file dsdata.txt to determine how the superseded data were derived.
 BY1941
 BY1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ502562(NAD 83)
 BY1941_MARKER: DB = BENCH MARK DISK
 BY1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1941_STAMPING: Z 978 1947
 BY1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1941+STABILITY: SURFACE MOTION
 BY1941
 BY1941  HISTORY     - Date     Condition        Report By
 BY1941  HISTORY     - 1947     MONUMENTED       CGS
 BY1941  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY1941
 BY1941                          STATION DESCRIPTION
 BY1941
 BY1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1941'2.2 MI NE FROM AUSTONIO.
 BY1941'2.2 MILES NORTHEAST ALONG STATE HIGHWAY NO. 21 FROM THE AUSTONIO HIGH
 BY1941'SCHOOL AT AUSTONIO, AT THE JUNCTION OF A GRAVEL AND DIRT ROAD LEADING
 BY1941'NORTHWEST, 49.0 FEET NORTHEAST OF THE CENTER OF THE GRAVEL AND DIRT
 BY1941'ROAD, 40.5 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 27.0 FEET
 BY1941'NORTHEAST OF A FENCE CORNER POST, 2.0 FEET NORTHEAST OF A REFERNCE
 BY1941'POST, 1.2 FOOT SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, SET IN A
 BY1941'CONCRETE POST ABOUT 1 FOOT BELOW THE HIGHWAY AND PROJECTING 0.2 FOOT.
 BY1941
 BY1941                          STATION RECOVERY (1963)
 BY1941
 BY1941'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY1941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1760 ***********************************************************************
 BL1760  DESIGNATION -  Z 979
 BL1760  PID         -  BL1760
 BL1760  STATE/COUNTY-  TX/MADISON
 BL1760  USGS QUAD   -  BAKER LAKE (1972)
 BL1760
 BL1760                         *CURRENT SURVEY CONTROL
 BL1760  ___________________________________________________________________
 BL1760* NAD 83(1986)-  30 56 45.     (N)    095 41 46.     (W)     SCALED    
 BL1760* NAVD 88     -        62.87   (+/-2cm)     206.3    (feet)  VERTCON   
 BL1760  ___________________________________________________________________
 BL1760  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BL1760
 BL1760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1760
 BL1760.The horizontal coordinates were scaled from a topographic map and have
 BL1760.an estimated accuracy of +/- 6 seconds.
 BL1760
 BL1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1760.The vertical order pertains to the NGVD 29 superseded value.
 BL1760
 BL1760.The geoid height was determined by GEOID03.
 BL1760
 BL1760;                    North         East    Units  Estimated Accuracy
 BL1760;SPC TX C     - 3,151,040.    1,142,940.      MT  (+/- 180 meters Scaled)
 BL1760
 BL1760                          SUPERSEDED SURVEY CONTROL
 BL1760
 BL1760  NGVD 29 (??/??/92)   62.869  (m)          206.26   (f) ADJ UNCH    2 0
 BL1760
 BL1760.Superseded values are not recommended for survey control.
 BL1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1760.See file dsdata.txt to determine how the superseded data were derived.
 BL1760
 BL1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ424267(NAD 83)
 BL1760_MARKER: DB = BENCH MARK DISK
 BL1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1760_STAMPING: Z 979 1947
 BL1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1760+STABILITY: SURFACE MOTION
 BL1760
 BL1760  HISTORY     - Date     Condition        Report By
 BL1760  HISTORY     - 1947     MONUMENTED       CGS
 BL1760  HISTORY     - 1962     MARK NOT FOUND   USGS
 BL1760  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1760
 BL1760                          STATION DESCRIPTION
 BL1760
 BL1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1760'6.8 MI SE FROM MIDWAY.
 BL1760'6.8 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1760'AT MIDWAY, 1.4 MILE SOUTHEAST OF THE HEADQUARTERS BUILDING AT THE
 BL1760'FERGUSON STATE PRISON FARM, 0.6 MILE NORTHWEST OF THE HOPEWELL SCHOOL,
 BL1760'95.0 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM THE CENTER OF A FARM
 BL1760'HOUSE, 42.0 FEET NORTHEAST OF THE CENTER OF THE ROAD, 34.0 FEET
 BL1760'SOUTHEAST OF THE CENTER OF A PRIVATE ROAD LEADING NORTHEAST TO A FARM
 BL1760'HOUSE, 15.5 FEET SOUTHEAST OF A 1 1/2 FOOT OAK TREE, 2.8 FEET
 BL1760'NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 BL1760'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 BL1760
 BL1760                          STATION RECOVERY (1962)
 BL1760
 BL1760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BL1760'MARK NOT FOUND.
 BL1760
 BL1760                          STATION RECOVERY (1996)
 BL1760
 BL1760'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0983 ***********************************************************************
 BY0983  DESIGNATION -  Z 98
 BY0983  PID         -  BY0983
 BY0983  STATE/COUNTY-  TX/ANGELINA
 BY0983  USGS QUAD   -  HUNTINGTON (1980)
 BY0983
 BY0983                         *CURRENT SURVEY CONTROL
 BY0983  ___________________________________________________________________
 BY0983* NAD 83(1986)-  31 20 06.     (N)    094 36 40.     (W)     SCALED    
 BY0983* NAVD 88     -        97.83   (+/-2cm)     321.0    (feet)  VERTCON   
 BY0983  ___________________________________________________________________
 BY0983  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BY0983
 BY0983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0983
 BY0983.The horizontal coordinates were scaled from a topographic map and have
 BY0983.an estimated accuracy of +/- 6 seconds.
 BY0983
 BY0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0983.The vertical order pertains to the NGVD 29 superseded value.
 BY0983
 BY0983.The geoid height was determined by GEOID03.
 BY0983
 BY0983;                    North         East    Units  Estimated Accuracy
 BY0983;SPC TX C     - 3,198,950.    1,244,280.      MT  (+/- 180 meters Scaled)
 BY0983
 BY0983                          SUPERSEDED SURVEY CONTROL
 BY0983
 BY0983  NGVD 29 (??/??/92)   97.877  (m)          321.12   (f) ADJ UNCH    2 0
 BY0983
 BY0983.Superseded values are not recommended for survey control.
 BY0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0983.See file dsdata.txt to determine how the superseded data were derived.
 BY0983
 BY0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ467678(NAD 83)
 BY0983_MARKER: DB = BENCH MARK DISK
 BY0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0983_STAMPING: Z 98 1952
 BY0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0983+STABILITY: SURFACE MOTION
 BY0983
 BY0983  HISTORY     - Date     Condition        Report By
 BY0983  HISTORY     - 1952     MONUMENTED       CGS
 BY0983
 BY0983                          STATION DESCRIPTION
 BY0983
 BY0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0983'4.5 MI NW FROM HUNTINGTON.
 BY0983'4.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0983'STATION AT HUNTINGTON, AT A ROAD CROSSING, 74 FEET EAST OF THE EAST
 BY0983'RAIL, 45 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 14.7 FEET
 BY0983'NORTHWEST OF A 14 INCH OAK TREE, 1.4 FEET SOUTH OF A WITNESS POST, SET
 BY0983'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BY0983'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0586 ***********************************************************************
 BL0586  DESIGNATION -  Z 980
 BL0586  PID         -  BL0586
 BL0586  STATE/COUNTY-  TX/POLK
 BL0586  USGS QUAD   -  GOODRICH (1984)
 BL0586
 BL0586                         *CURRENT SURVEY CONTROL
 BL0586  ___________________________________________________________________
 BL0586* NAD 83(1986)-  30 36 56.     (N)    094 58 11.     (W)     SCALED    
 BL0586* NAVD 88     -        33.10   (+/-2cm)     108.6    (feet)  VERTCON   
 BL0586  ___________________________________________________________________
 BL0586  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0586
 BL0586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0586
 BL0586.The horizontal coordinates were scaled from a topographic map and have
 BL0586.an estimated accuracy of +/- 6 seconds.
 BL0586
 BL0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0586.The vertical order pertains to the NGVD 29 superseded value.
 BL0586
 BL0586.The geoid height was determined by GEOID03.
 BL0586
 BL0586;                    North         East    Units  Estimated Accuracy
 BL0586;SPC TX C     - 3,117,580.    1,214,040.      MT  (+/- 180 meters Scaled)
 BL0586
 BL0586                          SUPERSEDED SURVEY CONTROL
 BL0586
 BL0586  NGVD 29 (??/??/92)   33.113  (m)          108.64   (f) ADJ UNCH    2 0
 BL0586
 BL0586.Superseded values are not recommended for survey control.
 BL0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0586.See file dsdata.txt to determine how the superseded data were derived.
 BL0586
 BL0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP111886(NAD 83)
 BL0586_MARKER: DB = BENCH MARK DISK
 BL0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0586_STAMPING: Z 980 1947
 BL0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0586+STABILITY: SURFACE MOTION
 BL0586
 BL0586  HISTORY     - Date     Condition        Report By
 BL0586  HISTORY     - 1947     MONUMENTED       CGS
 BL0586  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0586  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0586
 BL0586                          STATION DESCRIPTION
 BL0586
 BL0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0586'1.8 MI W FROM GOODRICH.
 BL0586'0.8 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0586'GOODRICH, THENCE 1.0 MILE NORTHWEST ALONG A GRADED DIRT ROAD, 214.0
 BL0586'FEET SOUTH OF A FENCE AROUND A SHELL OIL PIPE LINE CORPORATION TANK
 BL0586'FARM, 59.0 FEET NORTH OF AND ACROSS THE ROAD FROM A 20 INCH OAK TREE,
 BL0586'30.0 FEET NORTHEAST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BL0586'ROAD, 25.8 FEET WEST OF A 15 INCH HICKORY TREE, 15.6 FEET SOUTHEAST OF
 BL0586'A 15 INCH HICKORY TREE, 2.3 FEET WEST OF A WITNESS POST, SET IN THE
 BL0586'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BL0586
 BL0586                          STATION RECOVERY (1977)
 BL0586
 BL0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0586'MARK NOT FOUND.
 BL0586
 BL0586                          STATION RECOVERY (1997)
 BL0586
 BL0586'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0989 ***********************************************************************
 BL0989  DESIGNATION -  Z 981
 BL0989  PID         -  BL0989
 BL0989  STATE/COUNTY-  TX/SAN JACINTO
 BL0989  USGS QUAD   -  STEPHEN CREEK (1972)
 BL0989
 BL0989                         *CURRENT SURVEY CONTROL
 BL0989  ___________________________________________________________________
 BL0989* NAD 83(1986)-  30 44 42.     (N)    095 12 42.     (W)     SCALED    
 BL0989* NAVD 88     -        61.12   (+/-2cm)     200.5    (feet)  VERTCON   
 BL0989  ___________________________________________________________________
 BL0989  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL0989
 BL0989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0989
 BL0989.The horizontal coordinates were scaled from a topographic map and have
 BL0989.an estimated accuracy of +/- 6 seconds.
 BL0989
 BL0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0989.The vertical order pertains to the NGVD 29 superseded value.
 BL0989
 BL0989.The geoid height was determined by GEOID03.
 BL0989
 BL0989;                    North         East    Units  Estimated Accuracy
 BL0989;SPC TX C     - 3,130,830.    1,190,210.      MT  (+/- 180 meters Scaled)
 BL0989
 BL0989                          SUPERSEDED SURVEY CONTROL
 BL0989
 BL0989  NGVD 29 (??/??/92)   61.138  (m)          200.58   (f) ADJ UNCH    2 0
 BL0989
 BL0989.Superseded values are not recommended for survey control.
 BL0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0989.See file dsdata.txt to determine how the superseded data were derived.
 BL0989
 BL0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ882034(NAD 83)
 BL0989_MARKER: DB = BENCH MARK DISK
 BL0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0989_STAMPING: Z 981 1947
 BL0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0989+STABILITY: SURFACE MOTION
 BL0989
 BL0989  HISTORY     - Date     Condition        Report By
 BL0989  HISTORY     - 1947     MONUMENTED       CGS
 BL0989  HISTORY     - 1960     POOR             USGS
 BL0989
 BL0989                          STATION DESCRIPTION
 BL0989
 BL0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0989'IN POINT BLANK.
 BL0989'AT POINT BLANK, AT THE INTERSECTION OF U.S. HIGHWAY NO. 190 AND STATE
 BL0989'HIGHWAY NO. 156, 98.3 FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY
 BL0989'190, 58.8 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 156, 64.5
 BL0989'FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 6.0 FEET NORTH
 BL0989'OF A POWER LINE POLE, 2.2 FEET WEST OF A REFERENCE POST, SET IN TOP OF
 BL0989'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- MARK HAS
 BL0989'BEEN STRUCK BY A ROAD GRADER OR BULLDOZER.  CONCRETE POST IS LEANING
 BL0989'IN PLACE.
 BL0989
 BL0989                          STATION RECOVERY (1960)
 BL0989
 BL0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0989'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1083 ***********************************************************************
 BL1083  DESIGNATION -  Z 982
 BL1083  PID         -  BL1083
 BL1083  STATE/COUNTY-  TX/SAN JACINTO
 BL1083  USGS QUAD   -  OAKHURST (1972)
 BL1083
 BL1083                         *CURRENT SURVEY CONTROL
 BL1083  ___________________________________________________________________
 BL1083* NAD 83(1986)-  30 38 06.     (N)    095 19 12.     (W)     SCALED    
 BL1083* NAVD 88     -       108.63   (+/-2cm)     356.4    (feet)  VERTCON   
 BL1083  ___________________________________________________________________
 BL1083  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL1083
 BL1083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1083
 BL1083.The horizontal coordinates were scaled from a topographic map and have
 BL1083.an estimated accuracy of +/- 6 seconds.
 BL1083
 BL1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1083.The vertical order pertains to the NGVD 29 superseded value.
 BL1083
 BL1083.The geoid height was determined by GEOID03.
 BL1083
 BL1083;                    North         East    Units  Estimated Accuracy
 BL1083;SPC TX C     - 3,118,170.    1,180,400.      MT  (+/- 180 meters Scaled)
 BL1083
 BL1083                          SUPERSEDED SURVEY CONTROL
 BL1083
 BL1083  NGVD 29 (??/??/92)  108.634  (m)          356.41   (f) ADJ UNCH    2 0
 BL1083
 BL1083.Superseded values are not recommended for survey control.
 BL1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1083.See file dsdata.txt to determine how the superseded data were derived.
 BL1083
 BL1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP776914(NAD 83)
 BL1083_MARKER: DB = BENCH MARK DISK
 BL1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1083_STAMPING: Z 982 1947
 BL1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1083+STABILITY: SURFACE MOTION
 BL1083
 BL1083  HISTORY     - Date     Condition        Report By
 BL1083  HISTORY     - 1947     MONUMENTED       CGS
 BL1083
 BL1083                          STATION DESCRIPTION
 BL1083
 BL1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1083'10.3 MI NW FROM EVERGREEN.
 BL1083'2.8 MILES WEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1083'EVERGREEN, THENCE 4.5 MILES NORTHWEST ALONG SAM HOUSTON NATIONAL
 BL1083'FOREST ROAD 202, THENCE 3.0 MILES NORTH ALONG SAM HOUSTON NATIONAL
 BL1083'FOREST ROAD 202, 182.8 FEET NORTHWEST OF THE NORTHEAST END OF A
 BL1083'CONCRETE TILE CULVERT, 26.0 FEET SOUTH OF A 10 INCH PINE TREE, 25.0
 BL1083'FEET NORTHEAST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BL1083'ROAD, 12.0 FEET NORTHWEST OF A 12 INCH PINE TREE, 2.0 FEET EAST OF A
 BL1083'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1083'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1751 ***********************************************************************
 BL1751  DESIGNATION -  Z 983
 BL1751  PID         -  BL1751
 BL1751  STATE/COUNTY-  TX/WALKER
 BL1751  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1751
 BL1751                         *CURRENT SURVEY CONTROL
 BL1751  ___________________________________________________________________
 BL1751* NAD 83(1986)-  30 51 17.     (N)    095 38 50.     (W)     SCALED    
 BL1751* NAVD 88     -        88.52   (+/-2cm)     290.4    (feet)  VERTCON   
 BL1751  ___________________________________________________________________
 BL1751  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BL1751
 BL1751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1751
 BL1751.The horizontal coordinates were scaled from a topographic map and have
 BL1751.an estimated accuracy of +/- 6 seconds.
 BL1751
 BL1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1751.The vertical order pertains to the NGVD 29 superseded value.
 BL1751
 BL1751.The geoid height was determined by GEOID03.
 BL1751
 BL1751;                    North         East    Units  Estimated Accuracy
 BL1751;SPC TX C     - 3,141,140.    1,148,040.      MT  (+/- 180 meters Scaled)
 BL1751
 BL1751                          SUPERSEDED SURVEY CONTROL
 BL1751
 BL1751  NGVD 29 (??/??/92)   88.516  (m)          290.41   (f) ADJ UNCH    2 0
 BL1751
 BL1751.Superseded values are not recommended for survey control.
 BL1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1751.See file dsdata.txt to determine how the superseded data were derived.
 BL1751
 BL1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ468165(NAD 83)
 BL1751_MARKER: DB = BENCH MARK DISK
 BL1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1751_STAMPING: Z 983 1947
 BL1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1751+STABILITY: SURFACE MOTION
 BL1751
 BL1751  HISTORY     - Date     Condition        Report By
 BL1751  HISTORY     - 1947     MONUMENTED       CGS
 BL1751  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1751
 BL1751                          STATION DESCRIPTION
 BL1751
 BL1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1751'14.0 MI SE FROM MIDWAY.
 BL1751'14.0 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1751'AT MIDWAY, AT THE JUNCTION WITH AN ABANDONED GRADED DIRT ROAD LEADING
 BL1751'SOUTHWEST, 54 FEET SOUTHEAST OF THE CENTER LINE OF THE ABANDONED ROAD,
 BL1751'44 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 10 FEET
 BL1751'SOUTHEAST OF A 15 INCH PINE TREE, 2 FEET SOUTHEAST OF A 4X4 MARKER
 BL1751'POST, 3 FEET ABOVE THE ROAD, 1 FOOT NORTHEAST OF THE SOUTHWEST RIGHT
 BL1751'OF WAY FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1751'INCHES ABOVE THE GROUND.  NOTE-- GRADED DIRT ROAD LEADING SOUTHWEST IS
 BL1751'STILL IN USE AND NOT ABANDONED AS MENTIONED IN DESCRIPTION OF THE
 BL1751'BENCH MARK.
 BL1751
 BL1751                          STATION RECOVERY (1996)
 BL1751
 BL1751'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1798 ***********************************************************************
 BL1798  DESIGNATION -  Z 984
 BL1798  PID         -  BL1798
 BL1798  STATE/COUNTY-  TX/WALKER
 BL1798  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1798
 BL1798                         *CURRENT SURVEY CONTROL
 BL1798  ___________________________________________________________________
 BL1798* NAD 83(1986)-  30 46 36.     (N)    095 32 28.     (W)     SCALED    
 BL1798* NAVD 88     -        92.63   (+/-2cm)     303.9    (feet)  VERTCON   
 BL1798  ___________________________________________________________________
 BL1798  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1798
 BL1798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1798
 BL1798.The horizontal coordinates were scaled from a topographic map and have
 BL1798.an estimated accuracy of +/- 6 seconds.
 BL1798
 BL1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1798.The vertical order pertains to the NGVD 29 superseded value.
 BL1798
 BL1798.The geoid height was determined by GEOID03.
 BL1798
 BL1798;                    North         East    Units  Estimated Accuracy
 BL1798;SPC TX C     - 3,132,930.    1,158,550.      MT  (+/- 180 meters Scaled)
 BL1798
 BL1798                          SUPERSEDED SURVEY CONTROL
 BL1798
 BL1798  NGVD 29 (??/??/92)   92.633  (m)          303.91   (f) ADJ UNCH    2 0
 BL1798
 BL1798.Superseded values are not recommended for survey control.
 BL1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1798.See file dsdata.txt to determine how the superseded data were derived.
 BL1798
 BL1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ568076(NAD 83)
 BL1798_MARKER: DB = BENCH MARK DISK
 BL1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1798_STAMPING: Z 984 1947
 BL1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1798+STABILITY: SURFACE MOTION
 BL1798
 BL1798  HISTORY     - Date     Condition        Report By
 BL1798  HISTORY     - 1947     MONUMENTED       CGS
 BL1798  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL1798  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1798
 BL1798                          STATION DESCRIPTION
 BL1798
 BL1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1798'3.5 MI N FROM HUNTSVILLE.
 BL1798'1.8 MILE NORTH ALONG A FARM TO MARKET ROAD AND 1.7 MILE NORTH ALONG A
 BL1798'GRAVEL AND DIRT ROAD FROM THE HIGH SCHOOL AT HUNTSVILLE, 366.0 FEET
 BL1798'NORTH OF A FENCE CORNER POST WHICH IS ABOUT MIDWAY OF AND AT THE
 BL1798'INSIDE OF A SHARP CURVE IN THE ROAD, 27.0 FEET EAST OF THE CENTER OF
 BL1798'THE ROAD, 4.0 FEET NORTH OF A REFERENCE POST, 1.2 FOOT WEST OF THE
 BL1798'EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 BL1798'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.  NOTE-- ACCORDING TO
 BL1798'THE DESCRIPTION, MEASUREMENTS SHOW THAT THE MARK FALLS IN THE BORROW
 BL1798'PIT.  THE MARK MAY HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION.
 BL1798
 BL1798                          STATION RECOVERY (1961)
 BL1798
 BL1798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL1798'MARK NOT FOUND.
 BL1798
 BL1798                          STATION RECOVERY (1996)
 BL1798
 BL1798'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0005 ***********************************************************************
 BM0005  DESIGNATION -  Z 985
 BM0005  PID         -  BM0005
 BM0005  STATE/COUNTY-  TX/MADISON
 BM0005  USGS QUAD   -  NORTH ZULCH (1989)
 BM0005
 BM0005                         *CURRENT SURVEY CONTROL
 BM0005  ___________________________________________________________________
 BM0005* NAD 83(1986)-  30 56 37.     (N)    096 06 34.     (W)     SCALED    
 BM0005* NAVD 88     -       111.56   (+/-2cm)     366.0    (feet)  VERTCON   
 BM0005  ___________________________________________________________________
 BM0005  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BM0005
 BM0005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0005
 BM0005.The horizontal coordinates were scaled from a topographic map and have
 BM0005.an estimated accuracy of +/- 6 seconds.
 BM0005
 BM0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0005.The vertical order pertains to the NGVD 29 superseded value.
 BM0005
 BM0005.The geoid height was determined by GEOID03.
 BM0005
 BM0005;                    North         East    Units  Estimated Accuracy
 BM0005;SPC TX C     - 3,149,220.    1,103,490.      MT  (+/- 180 meters Scaled)
 BM0005
 BM0005                          SUPERSEDED SURVEY CONTROL
 BM0005
 BM0005  NGVD 29 (??/??/92)  111.534  (m)          365.92   (f) ADJ UNCH    2 0
 BM0005
 BM0005.Superseded values are not recommended for survey control.
 BM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0005.See file dsdata.txt to determine how the superseded data were derived.
 BM0005
 BM0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV761269(NAD 83)
 BM0005_MARKER: DB = BENCH MARK DISK
 BM0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0005_STAMPING: Z 985 1947
 BM0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0005+STABILITY: SURFACE MOTION
 BM0005
 BM0005  HISTORY     - Date     Condition        Report By
 BM0005  HISTORY     - 1947     MONUMENTED       CGS
 BM0005
 BM0005                          STATION DESCRIPTION
 BM0005
 BM0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BM0005'2.0 MI N FROM NORTH ZULCH.
 BM0005'ABOUT 2.0 MILES NORTH ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM
 BM0005'THE STATION AT NORTH ZULCH.  THE MARK IS ABOUT 96 YARDS NORTH OF A
 BM0005'CONCRETE CULVERT, 57 FEET EAST OF THE CENTER LINE OF A ROAD, 45 FEET
 BM0005'WEST OF AND 5 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 34 FEET
 BM0005'NORTH OF A POLE, 5 FEET EAST OF A RIGHT-OF-WAY FENCE, AND 3 FEET SOUTH
 BM0005'OF A 4X4 MARKER POST.  A BRONZE DISK SETET IN THE TOP OF A CONCRETE
 BM0005'POST AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0891 ***********************************************************************
 BL0891  DESIGNATION -  Z 986
 BL0891  PID         -  BL0891
 BL0891  STATE/COUNTY-  TX/POLK
 BL0891  USGS QUAD   -  BLANCHARD (1972)
 BL0891
 BL0891                         *CURRENT SURVEY CONTROL
 BL0891  ___________________________________________________________________
 BL0891* NAD 83(1986)-  30 43 50.     (N)    095 01 44.     (W)     SCALED    
 BL0891* NAVD 88     -        43.70   (+/-2cm)     143.4    (feet)  VERTCON   
 BL0891  ___________________________________________________________________
 BL0891  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL0891
 BL0891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0891
 BL0891.The horizontal coordinates were scaled from a topographic map and have
 BL0891.an estimated accuracy of +/- 6 seconds.
 BL0891
 BL0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0891.The vertical order pertains to the NGVD 29 superseded value.
 BL0891
 BL0891.The geoid height was determined by GEOID03.
 BL0891
 BL0891;                    North         East    Units  Estimated Accuracy
 BL0891;SPC TX C     - 3,130,050.    1,207,770.      MT  (+/- 180 meters Scaled)
 BL0891
 BL0891                          SUPERSEDED SURVEY CONTROL
 BL0891
 BL0891  NGVD 29 (??/??/92)   43.715  (m)          143.42   (f) ADJ UNCH    2 0
 BL0891
 BL0891.Superseded values are not recommended for survey control.
 BL0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0891.See file dsdata.txt to determine how the superseded data were derived.
 BL0891
 BL0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ057014(NAD 83)
 BL0891_MARKER: DB = BENCH MARK DISK
 BL0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0891_STAMPING: E 986 1947
 BL0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0891+STABILITY: SURFACE MOTION
 BL0891
 BL0891  HISTORY     - Date     Condition        Report By
 BL0891  HISTORY     - 1947     MONUMENTED       CGS
 BL0891  HISTORY     - 1960     GOOD             USGS
 BL0891
 BL0891                          STATION DESCRIPTION
 BL0891
 BL0891'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BL0891'1.4 MI SE FROM BLANCARD.
 BL0891'FROM THE GENERAL STORE AT BLANCHARD, 1.4 MILES SOUTHEAST ALONG AN OLD
 BL0891'RAILROAD GRADE OF A DISMANTLED TRACK OF THE WACO, BEAUMONT, TRINITY
 BL0891'AND SABINE RAILROAD 670 FEET SOUTHEAST OF A SMALL DRAIN CROSSING THE
 BL0891'OLD RAILROAD GRADE, 550 FEET NORTHWEST OF A SOUTHWEST LANDMARK TRAIL
 BL0891'THROUGH THE WOODS, 270 FEET NORTHWEST OF THE NORTHWEST EDGE OF A 1500
 BL0891'BY 1500 FOOT TRIANGULAR BHAPED CLEARING, 25 FEET SOUTH OF AND ABOUT 1
 BL0891'FOOT LOWER THAN THE CENTERLINE OF THE OLD RAILROAD GRADE, SET IN THE
 BL0891'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1096 ***********************************************************************
 BL1096  DESIGNATION -  Z 987
 BL1096  PID         -  BL1096
 BL1096  STATE/COUNTY-  TX/WALKER
 BL1096  USGS QUAD   -  PHELPS (1976)
 BL1096
 BL1096                         *CURRENT SURVEY CONTROL
 BL1096  ___________________________________________________________________
 BL1096* NAD 83(1986)-  30 37 35.     (N)    095 22 35.     (W)     SCALED    
 BL1096* NAVD 88     -        97.55   (+/-2cm)     320.0    (feet)  VERTCON   
 BL1096  ___________________________________________________________________
 BL1096  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1096
 BL1096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1096
 BL1096.The horizontal coordinates were scaled from a topographic map and have
 BL1096.an estimated accuracy of +/- 6 seconds.
 BL1096
 BL1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1096.The vertical order pertains to the NGVD 29 superseded value.
 BL1096
 BL1096.The geoid height was determined by GEOID03.
 BL1096
 BL1096;                    North         East    Units  Estimated Accuracy
 BL1096;SPC TX C     - 3,116,980.    1,175,040.      MT  (+/- 180 meters Scaled)
 BL1096
 BL1096                          SUPERSEDED SURVEY CONTROL
 BL1096
 BL1096  NGVD 29 (??/??/92)   97.563  (m)          320.09   (f) ADJ UNCH    2 0
 BL1096
 BL1096.Superseded values are not recommended for survey control.
 BL1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1096.See file dsdata.txt to determine how the superseded data were derived.
 BL1096
 BL1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP722906(NAD 83)
 BL1096_MARKER: DB = BENCH MARK DISK
 BL1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1096_STAMPING: Z 987 1947
 BL1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1096+STABILITY: SURFACE MOTION
 BL1096
 BL1096  HISTORY     - Date     Condition        Report By
 BL1096  HISTORY     - 1947     MONUMENTED       CGS
 BL1096
 BL1096                          STATION DESCRIPTION
 BL1096
 BL1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1096'11.1 MI NE FROM NEW WAVERLY.
 BL1096'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1096'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1096'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A
 BL1096'GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE 2.0 MILES NORTHEAST ALONG
 BL1096'A GRADED DIRT ROAD TO A CROSS ROADS, THENCE 3.7 MILES NORTHEAST ALONG
 BL1096'A GRADED DIRT ROAD, THENCE 0.8 MILE NORTHWEST ALONG A GRADED DIRT
 BL1096'ROAD, THENCE 1.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 0.6 MILE
 BL1096'NORTHEAST OF BRIAR CREEK, 34.0 FEET SOUTHWEST OF A 12 INCH PINE TREE,
 BL1096'30.0 FEET SOUTHEAST OF A 14 INCH TRIANGULAR BLAZED OAK TREE, 30.0 FEET
 BL1096'NORTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 22.0 FEET
 BL1096'EAST OF A 14 INCH TRIANGULAR BLAZED PINE TREE, 2.0 FEET NORTHWEST OF A
 BL1096'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 BL1096'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1087 ***********************************************************************
 BL1087  DESIGNATION -  Z 988
 BL1087  PID         -  BL1087
 BL1087  STATE/COUNTY-  TX/WALKER
 BL1087  USGS QUAD   -  NEW WAVERLY (1976)
 BL1087
 BL1087                         *CURRENT SURVEY CONTROL
 BL1087  ___________________________________________________________________
 BL1087* NAD 83(1986)-  30 33 19.     (N)    095 27 56.     (W)     SCALED    
 BL1087* NAVD 88     -       116.94   (+/-2cm)     383.7    (feet)  VERTCON   
 BL1087  ___________________________________________________________________
 BL1087  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1087
 BL1087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1087
 BL1087.The horizontal coordinates were scaled from a topographic map and have
 BL1087.an estimated accuracy of +/- 6 seconds.
 BL1087
 BL1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1087.The vertical order pertains to the NGVD 29 superseded value.
 BL1087
 BL1087.The geoid height was determined by GEOID03.
 BL1087
 BL1087;                    North         East    Units  Estimated Accuracy
 BL1087;SPC TX C     - 3,108,720.    1,166,850.      MT  (+/- 180 meters Scaled)
 BL1087
 BL1087                          SUPERSEDED SURVEY CONTROL
 BL1087
 BL1087  NGVD 29 (??/??/92)  116.947  (m)          383.68   (f) ADJ UNCH    2 0
 BL1087
 BL1087.Superseded values are not recommended for survey control.
 BL1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1087.See file dsdata.txt to determine how the superseded data were derived.
 BL1087
 BL1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP635829(NAD 83)
 BL1087_MARKER: DB = BENCH MARK DISK
 BL1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1087_STAMPING: Z 988 1947
 BL1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1087+STABILITY: SURFACE MOTION
 BL1087
 BL1087  HISTORY     - Date     Condition        Report By
 BL1087  HISTORY     - 1947     MONUMENTED       CGS
 BL1087
 BL1087                          STATION DESCRIPTION
 BL1087
 BL1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1087'2.3 MI NE FROM NEW WAVERLY.
 BL1087'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1087'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1087'EAST ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION, 86.0 FEET NORTH OF
 BL1087'THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 40.3 FEET NORTHEAST
 BL1087'OF THE EAST END OF A 24 INCH CORRUGATED IRON CULVERT UNDER THE NORTH
 BL1087'AND SOUTH ROAD, 31.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF
 BL1087'THE NORTH AND SOUTH ROAD, 9.0 FEET SOUTHWEST OF A 14 INCH PINE TREE,
 BL1087'9.0 FEET EAST OF A FENCE CORNER, 2.0 FEET SOUTH OF A FENCE, 2.0 FEET
 BL1087'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1087'PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0798 ***********************************************************************
 BY0798  DESIGNATION -  Z 989
 BY0798  PID         -  BY0798
 BY0798  STATE/COUNTY-  TX/POLK
 BY0798  USGS QUAD   -  WAKEFIELD (1980)
 BY0798
 BY0798                         *CURRENT SURVEY CONTROL
 BY0798  ___________________________________________________________________
 BY0798* NAD 83(1986)-  31 05 44.     (N)    094 49 49.     (W)     SCALED    
 BY0798* NAVD 88     -        81.63   (+/-2cm)     267.8    (feet)  VERTCON   
 BY0798  ___________________________________________________________________
 BY0798  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BY0798
 BY0798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0798
 BY0798.The horizontal coordinates were scaled from a topographic map and have
 BY0798.an estimated accuracy of +/- 6 seconds.
 BY0798
 BY0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0798.The vertical order pertains to the NGVD 29 superseded value.
 BY0798
 BY0798.The geoid height was determined by GEOID03.
 BY0798
 BY0798;                    North         East    Units  Estimated Accuracy
 BY0798;SPC TX C     - 3,171,380.    1,224,770.      MT  (+/- 180 meters Scaled)
 BY0798
 BY0798                          SUPERSEDED SURVEY CONTROL
 BY0798
 BY0798  NGVD 29 (??/??/92)   81.663  (m)          267.92   (f) ADJ UNCH    2 0
 BY0798
 BY0798.Superseded values are not recommended for survey control.
 BY0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0798.See file dsdata.txt to determine how the superseded data were derived.
 BY0798
 BY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ254416(NAD 83)
 BY0798_MARKER: DB = BENCH MARK DISK
 BY0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0798_STAMPING: Z 989 1948
 BY0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0798+STABILITY: SURFACE MOTION
 BY0798
 BY0798  HISTORY     - Date     Condition        Report By
 BY0798  HISTORY     - 1948     MONUMENTED       CGS
 BY0798  HISTORY     - 1963     GOOD             USGS
 BY0798
 BY0798                          STATION DESCRIPTION
 BY0798
 BY0798'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY0798'6.9 MI N FROM CORRINGAN.
 BY0798'CORRINGAN, 7.3 MILES NORTH ALONG U.S. HIGHWAY 59, 1.2 MILES WEST FARM
 BY0798'ROAD 2714, 1 2/3 POLES SOUTH OF MILE POST 100, 120 FEET NORTHEAST OF
 BY0798'ROAD, 90 FEET SOUTHEAST OF SOUTHEAST RAIL OF THE RAILROAD, 14.7 FEET
 BY0798'OF 20 INCH OAK TREE, SET IN TOP OF CONCRETE POST WHICH IS FLUSH WITH
 BY0798'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0423 ***********************************************************************
 BY0423  DESIGNATION -  Z 99
 BY0423  PID         -  BY0423
 BY0423  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0423  USGS QUAD   -  BUCK BAY (1984)
 BY0423
 BY0423                         *CURRENT SURVEY CONTROL
 BY0423  ___________________________________________________________________
 BY0423* NAD 83(1986)-  31 08 40.     (N)    094 06 27.     (W)     SCALED    
 BY0423* NAVD 88     -        64.31   (+/-2cm)     211.0    (feet)  VERTCON   
 BY0423  ___________________________________________________________________
 BY0423  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BY0423
 BY0423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0423
 BY0423.The horizontal coordinates were scaled from a topographic map and have
 BY0423.an estimated accuracy of +/- 6 seconds.
 BY0423
 BY0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0423.The vertical order pertains to the NGVD 29 superseded value.
 BY0423
 BY0423.The geoid height was determined by GEOID03.
 BY0423
 BY0423;                    North         East    Units  Estimated Accuracy
 BY0423;SPC TX C     - 3,180,430.    1,293,320.      MT  (+/- 180 meters Scaled)
 BY0423
 BY0423                          SUPERSEDED SURVEY CONTROL
 BY0423
 BY0423  NGVD 29 (??/??/92)   64.318  (m)          211.02   (f) ADJ UNCH    2 0
 BY0423
 BY0423.Superseded values are not recommended for survey control.
 BY0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0423.See file dsdata.txt to determine how the superseded data were derived.
 BY0423
 BY0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ944461(NAD 83)
 BY0423_MARKER: DB = BENCH MARK DISK
 BY0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0423_STAMPING: Z 99 1952
 BY0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0423+STABILITY: SURFACE MOTION
 BY0423
 BY0423  HISTORY     - Date     Condition        Report By
 BY0423  HISTORY     - 1952     MONUMENTED       CGS
 BY0423
 BY0423                          STATION DESCRIPTION
 BY0423
 BY0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0423'8.35 MI NW FROM BROOKELAND.
 BY0423'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0423'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0423'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.75 MILES
 BY0423'NORTHWEST ALONG FOREST ROAD 304, 0.3 MILE NORTHWEST OF FOREST ROAD 306
 BY0423'LEADING SOUTH, ON TOP OF A HILL, 48 FEET NORTHEAST OF THE CENTER LINE
 BY0423'OF THE FOREST ROAD, 1.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 BY0423'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0922 ***********************************************************************
 CR0922  DESIGNATION -  Z 990 RESET 1955
 CR0922  PID         -  CR0922
 CR0922  STATE/COUNTY-  TX/SMITH
 CR0922  USGS QUAD   -  VAN LAKE (1981)
 CR0922
 CR0922                         *CURRENT SURVEY CONTROL
 CR0922  ___________________________________________________________________
 CR0922* NAD 83(1986)-  32 31 30.     (N)    095 34 46.     (W)     SCALED    
 CR0922* NAVD 88     -       156.16   (+/-2cm)     512.3    (feet)  VERTCON   
 CR0922  ___________________________________________________________________
 CR0922  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR0922
 CR0922  VERT ORDER  -  THIRD (See Below)
 CR0922
 CR0922.The horizontal coordinates were scaled from a topographic map and have
 CR0922.an estimated accuracy of +/- 6 seconds.
 CR0922
 CR0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0922.The vertical order pertains to the NGVD 29 superseded value.
 CR0922
 CR0922.The geoid height was determined by GEOID03.
 CR0922
 CR0922;                    North         East    Units  Estimated Accuracy
 CR0922;SPC TXNC     - 2,099,000.      874,330.      MT  (+/- 180 meters Scaled)
 CR0922
 CR0922                          SUPERSEDED SURVEY CONTROL
 CR0922
 CR0922  NGVD 29 (??/??/??)  156.18   (m)          512.4    (f) RESET       3  
 CR0922
 CR0922.Superseded values are not recommended for survey control.
 CR0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0922.See file dsdata.txt to determine how the superseded data were derived.
 CR0922
 CR0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS577015(NAD 83)
 CR0922_MARKER: DB = BENCH MARK DISK
 CR0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0922_STAMPING: Z 990 RESET 1955
 CR0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0922+STABILITY: SURFACE MOTION
 CR0922
 CR0922  HISTORY     - Date     Condition        Report By
 CR0922  HISTORY     - 1955     MONUMENTED       CGS
 CR0922  HISTORY     - 1959     GOOD             NGS
 CR0922  HISTORY     - 19960420 GOOD             USPSQD
 CR0922  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0922
 CR0922                          STATION DESCRIPTION
 CR0922
 CR0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR0922'3.1 MI E FROM VAN.
 CR0922'3.1 MILES EAST ALONG STATE HIGHWAY 110 FROM THE HIGH SCHOOL AT VAN,
 CR0922'VAN ZANDT COUNTY, IN THE SOUTH RIGHT-OF-WAY FENCE, 50 FEET WEST OF A
 CR0922'FENCE CORNER AND POWER POLE, ABOUT 60 FEET NORTHWEST OF AN OPEN WELL
 CR0922'AND ABOUT 150 FEET WEST OF A FARM HOUSE.  A STANDARD DISK SET IN THE
 CR0922'TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
 CR0922
 CR0922                          STATION RECOVERY (1959)
 CR0922
 CR0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CR0922'RECOVERED IN GOOD CONDITION.
 CR0922
 CR0922                          STATION RECOVERY (1996)
 CR0922
 CR0922'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0922'RECOVERED IN GOOD CONDITION.
 CR0922
 CR0922                          STATION RECOVERY (2004)
 CR0922
 CR0922'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0767 ***********************************************************************
 CR0767  DESIGNATION -  Z 991
 CR0767  PID         -  CR0767
 CR0767  STATE/COUNTY-  TX/SMITH
 CR0767  USGS QUAD   -  CARROLL (1984)
 CR0767
 CR0767                         *CURRENT SURVEY CONTROL
 CR0767  ___________________________________________________________________
 CR0767* NAD 83(1986)-  32 29 17.     (N)    095 31 26.     (W)     SCALED    
 CR0767* NAVD 88     -       174.137  (meters)     571.31   (feet)  ADJUSTED  
 CR0767  ___________________________________________________________________
 CR0767  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CR0767  DYNAMIC HT  -         173.935 (meters)     570.65  (feet)  COMP
 CR0767  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 CR0767
 CR0767  VERT ORDER  -  SECOND    CLASS 0
 CR0767
 CR0767.The horizontal coordinates were scaled from a topographic map and have
 CR0767.an estimated accuracy of +/- 6 seconds.
 CR0767
 CR0767.The orthometric height was determined by differential leveling
 CR0767.and adjusted by the National Geodetic Survey in June 1991..
 CR0767
 CR0767.The geoid height was determined by GEOID03.
 CR0767
 CR0767.The dynamic height is computed by dividing the NAVD 88
 CR0767.geopotential number by the normal gravity value computed on the
 CR0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0767.degrees latitude (g = 980.6199 gals.).
 CR0767
 CR0767.The modeled gravity was interpolated from observed gravity values.
 CR0767
 CR0767;                    North         East    Units  Estimated Accuracy
 CR0767;SPC TXNC     - 2,095,050.      879,660.      MT  (+/- 180 meters Scaled)
 CR0767
 CR0767                          SUPERSEDED SURVEY CONTROL
 CR0767
 CR0767  NGVD 29 (??/??/92)  174.156  (m)          571.38   (f) ADJ UNCH    2 0
 CR0767
 CR0767.Superseded values are not recommended for survey control.
 CR0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0767.See file dsdata.txt to determine how the superseded data were derived.
 CR0767
 CR0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR628973(NAD 83)
 CR0767_MARKER: DB = BENCH MARK DISK
 CR0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0767_STAMPING: Z 991 1948
 CR0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0767+STABILITY: SURFACE MOTION
 CR0767
 CR0767  HISTORY     - Date     Condition        Report By
 CR0767  HISTORY     - 1948     MONUMENTED       CGS
 CR0767  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0767
 CR0767                          STATION DESCRIPTION
 CR0767
 CR0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0767'0.7 MI N FROM CARROLL.
 CR0767'0.7 MILE NORTH ALONG STATE HIGHWAY 110 FROM THE DOVER BAPTIST CHURCH
 CR0767'AT CARROLL, 0.7 MILE SOUTH OF BENCH MARK Y 991, ON TOP OF A ROCKY
 CR0767'RISE, 159.0 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A PRIVATE
 CR0767'ROAD LEADING SOUTHWEST, 39.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 CR0767'HIGHWAY, 2.3 FEET SOUTHEAST OF A REFERENCE POST, 0.7 FOOT SOUTHWEST OF
 CR0767'A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CR0767'THE GROUND.
 CR0767
 CR0767                          STATION RECOVERY (1996)
 CR0767
 CR0767'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1015 ***********************************************************************
 CR1015  DESIGNATION -  Z 992
 CR1015  PID         -  CR1015
 CR1015  STATE/COUNTY-  TX/VAN ZANDT
 CR1015  USGS QUAD   -  CANTON (1981)
 CR1015
 CR1015                         *CURRENT SURVEY CONTROL
 CR1015  ___________________________________________________________________
 CR1015* NAD 83(1986)-  32 33 57.     (N)    095 51 26.     (W)     SCALED    
 CR1015* NAVD 88     -       140.560  (meters)     461.15   (feet)  ADJUSTED  
 CR1015  ___________________________________________________________________
 CR1015  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR1015  DYNAMIC HT  -         140.399 (meters)     460.63  (feet)  COMP
 CR1015  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 CR1015
 CR1015  VERT ORDER  -  SECOND    CLASS 0
 CR1015
 CR1015.The horizontal coordinates were scaled from a topographic map and have
 CR1015.an estimated accuracy of +/- 6 seconds.
 CR1015
 CR1015.The orthometric height was determined by differential leveling
 CR1015.and adjusted by the National Geodetic Survey in June 1991..
 CR1015
 CR1015.The geoid height was determined by GEOID03.
 CR1015
 CR1015.The dynamic height is computed by dividing the NAVD 88
 CR1015.geopotential number by the normal gravity value computed on the
 CR1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1015.degrees latitude (g = 980.6199 gals.).
 CR1015
 CR1015.The modeled gravity was interpolated from observed gravity values.
 CR1015
 CR1015;                    North         East    Units  Estimated Accuracy
 CR1015;SPC TXNC     - 2,102,830.      848,130.      MT  (+/- 180 meters Scaled)
 CR1015
 CR1015                          SUPERSEDED SURVEY CONTROL
 CR1015
 CR1015  NGVD 29 (??/??/92)  140.573  (m)          461.20   (f) ADJ UNCH    2 0
 CR1015
 CR1015.Superseded values are not recommended for survey control.
 CR1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1015.See file dsdata.txt to determine how the superseded data were derived.
 CR1015
 CR1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS317067(NAD 83)
 CR1015_MARKER: DB = BENCH MARK DISK
 CR1015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR1015_SP_SET: ABUTMENT
 CR1015_STAMPING: Z 992 1948
 CR1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1015
 CR1015  HISTORY     - Date     Condition        Report By
 CR1015  HISTORY     - 1948     MONUMENTED       CGS
 CR1015  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR1015
 CR1015                          STATION DESCRIPTION
 CR1015
 CR1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1015'0.7 MI N FROM CANTON.
 CR1015'0.7 MILE NORTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR1015'HIGHWAY 64 AT CANTON, 15.5 FEET WEST OF AND LEVEL WITH THE CENTER LINE
 CR1015'OF THE HIGHWAY, 2.6 FEET EAST OF THE WEST END OF THE SOUTHWEST
 CR1015'CONCRETE ABUTMENT OF AN 80-FOOT BRIDGE AND SET IN THE TOP OF THE
 CR1015'ABUTMENT.
 CR1015
 CR1015                          STATION RECOVERY (1995)
 CR1015
 CR1015'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0311 ***********************************************************************
 CR0311  DESIGNATION -  Z 993
 CR0311  PID         -  CR0311
 CR0311  STATE/COUNTY-  TX/SMITH
 CR0311  USGS QUAD   -  LINDALE (1981)
 CR0311
 CR0311                         *CURRENT SURVEY CONTROL
 CR0311  ___________________________________________________________________
 CR0311* NAD 83(1986)-  32 33 17.     (N)    095 25 02.     (W)     SCALED    
 CR0311* NAVD 88     -       128.641  (meters)     422.05   (feet)  ADJUSTED  
 CR0311  ___________________________________________________________________
 CR0311  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0311  DYNAMIC HT  -         128.493 (meters)     421.56  (feet)  COMP
 CR0311  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CR0311
 CR0311  VERT ORDER  -  FIRST     CLASS II
 CR0311
 CR0311.The horizontal coordinates were scaled from a topographic map and have
 CR0311.an estimated accuracy of +/- 6 seconds.
 CR0311
 CR0311.The orthometric height was determined by differential leveling
 CR0311.and adjusted by the National Geodetic Survey in June 1991..
 CR0311
 CR0311.The geoid height was determined by GEOID03.
 CR0311
 CR0311.The dynamic height is computed by dividing the NAVD 88
 CR0311.geopotential number by the normal gravity value computed on the
 CR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0311.degrees latitude (g = 980.6199 gals.).
 CR0311
 CR0311.The modeled gravity was interpolated from observed gravity values.
 CR0311
 CR0311;                    North         East    Units  Estimated Accuracy
 CR0311;SPC TXNC     - 2,102,720.      889,470.      MT  (+/- 180 meters Scaled)
 CR0311
 CR0311                          SUPERSEDED SURVEY CONTROL
 CR0311
 CR0311  NGVD 29 (??/??/92)  128.670  (m)          422.14   (f) ADJ UNCH    1 2
 CR0311
 CR0311.Superseded values are not recommended for survey control.
 CR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0311.See file dsdata.txt to determine how the superseded data were derived.
 CR0311
 CR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS730045(NAD 83)
 CR0311_MARKER: DB = BENCH MARK DISK
 CR0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0311_STAMPING: Z 993 1948
 CR0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0311+STABILITY: SURFACE MOTION
 CR0311
 CR0311  HISTORY     - Date     Condition        Report By
 CR0311  HISTORY     - 1948     MONUMENTED       CGS
 CR0311  HISTORY     - 1959     GOOD             NGS
 CR0311  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0311
 CR0311                          STATION DESCRIPTION
 CR0311
 CR0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0311'2.8 MI N FROM LINDALE.
 CR0311'ABOUT 2.8 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0311'FROM THE STATION AT LINDALE, AT THE CROSSING OF A PRIVATE ROAD LEADING
 CR0311'EAST TO A LAKE, 59.3 FEET WEST OF THE WEST RAIL, 55 FEET SOUTH OF A
 CR0311'BRACED TELEPHONE POLE, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CR0311'2.0 FEET WEST OF A FENCE, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 CR0311'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CR0311
 CR0311                          STATION RECOVERY (2004)
 CR0311
 CR0311'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1183 ***********************************************************************
 BY1183  DESIGNATION -  Z 994
 BY1183  PID         -  BY1183
 BY1183  STATE/COUNTY-  TX/NACOGDOCHES
 BY1183  USGS QUAD   -  WODEN (1983)
 BY1183
 BY1183                         *CURRENT SURVEY CONTROL
 BY1183  ___________________________________________________________________
 BY1183* NAD 83(1986)-  31 36 47.     (N)    094 32 03.     (W)     SCALED    
 BY1183* NAVD 88     -        97.40   (+/-2cm)     319.6    (feet)  VERTCON   
 BY1183  ___________________________________________________________________
 BY1183  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY1183
 BY1183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1183
 BY1183.The horizontal coordinates were scaled from a topographic map and have
 BY1183.an estimated accuracy of +/- 6 seconds.
 BY1183
 BY1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1183.The vertical order pertains to the NGVD 29 superseded value.
 BY1183
 BY1183.The geoid height was determined by GEOID03.
 BY1183
 BY1183;                    North         East    Units  Estimated Accuracy
 BY1183;SPC TX C     - 3,230,110.    1,249,990.      MT  (+/- 180 meters Scaled)
 BY1183
 BY1183                          SUPERSEDED SURVEY CONTROL
 BY1183
 BY1183  NGVD 29 (??/??/92)   97.449  (m)          319.71   (f) ADJ UNCH    2 0
 BY1183
 BY1183.Superseded values are not recommended for survey control.
 BY1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1183.See file dsdata.txt to determine how the superseded data were derived.
 BY1183
 BY1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ544985(NAD 83)
 BY1183_MARKER: DB = BENCH MARK DISK
 BY1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1183_STAMPING: Z 994 1949
 BY1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1183+STABILITY: SURFACE MOTION
 BY1183
 BY1183  HISTORY     - Date     Condition        Report By
 BY1183  HISTORY     - 1949     MONUMENTED       CGS
 BY1183  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1183
 BY1183                          STATION DESCRIPTION
 BY1183
 BY1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1183'3.2 MI W FROM SWIFT.
 BY1183'3.2 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1183'SWFIT, AT THE FARM HOME OF C. D. THOMAS, 376.0 FEET NORTH OF THE
 BY1183'CENTER LINE OF THE HIGHWAY, 161.0 FEET NORTHEAST OF THE NORTHEAST
 BY1183'CORNER OF THE FARMHOUSE, 18.3 FEET NORTH OF A 16-INCH PINE TREE, 17.0
 BY1183'FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 10.0 FEET
 BY1183'SOUTH OF A 12-INCH OAK TREE, 2.8 FEET WEST OF A REFERENCE POST AND SET
 BY1183'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY1183
 BY1183                          STATION RECOVERY (1998)
 BY1183
 BY1183'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1168 ***********************************************************************
 BY1168  DESIGNATION -  Z 995
 BY1168  PID         -  BY1168
 BY1168  STATE/COUNTY-  TX/NACOGDOCHES
 BY1168  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1168
 BY1168                         *CURRENT SURVEY CONTROL
 BY1168  ___________________________________________________________________
 BY1168* NAD 83(1986)-  31 34 45.     (N)    094 42 12.     (W)     SCALED    
 BY1168* NAVD 88     -       108.06   (+/-2cm)     354.5    (feet)  VERTCON   
 BY1168  ___________________________________________________________________
 BY1168  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1168
 BY1168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1168
 BY1168.The horizontal coordinates were scaled from a topographic map and have
 BY1168.an estimated accuracy of +/- 6 seconds.
 BY1168
 BY1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1168.The vertical order pertains to the NGVD 29 superseded value.
 BY1168
 BY1168.The geoid height was determined by GEOID03.
 BY1168
 BY1168;                    North         East    Units  Estimated Accuracy
 BY1168;SPC TX C     - 3,225,540.    1,234,150.      MT  (+/- 180 meters Scaled)
 BY1168
 BY1168                          SUPERSEDED SURVEY CONTROL
 BY1168
 BY1168  NGVD 29 (??/??/92)  108.156  (m)          354.84   (f) ADJ UNCH    2 0
 BY1168
 BY1168.Superseded values are not recommended for survey control.
 BY1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1168.See file dsdata.txt to determine how the superseded data were derived.
 BY1168
 BY1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ383950(NAD 83)
 BY1168_MARKER: DB = BENCH MARK DISK
 BY1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1168_STAMPING: Z 995 1949
 BY1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1168+STABILITY: SURFACE MOTION
 BY1168
 BY1168  HISTORY     - Date     Condition        Report By
 BY1168  HISTORY     - 1949     MONUMENTED       CGS
 BY1168  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY1168  HISTORY     - 19980919 GOOD             USPSQD
 BY1168
 BY1168                          STATION DESCRIPTION
 BY1168
 BY1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1168'3.7 MI NW FROM NACOGDOCHES.
 BY1168'1.0 MILE SOUTH ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE AT
 BY1168'NACOGDOCHES, THENCE 2.2 MILES WEST ALONG SPANISH BLUFF ROAD, THENCE
 BY1168'0.5 MILE NORTHWEST ALONG AIRPORT ROAD, AT THE SOUTHEAST CORNER OF THE
 BY1168'EAST HANGAR, 25.9 FEET WEST OF THE SOUTHWEST CORNER OF OFFICE, 2.1
 BY1168'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR, AND SET IN THE
 BY1168'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY1168
 BY1168                          STATION RECOVERY (1990)
 BY1168
 BY1168'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 BY1168'MARK NOT FOUND.
 BY1168
 BY1168                          STATION RECOVERY (1998)
 BY1168
 BY1168'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0293 ***********************************************************************
 CS0293  DESIGNATION -  Z 996
 CS0293  PID         -  CS0293
 CS0293  STATE/COUNTY-  TX/VAN ZANDT
 CS0293  USGS QUAD   -  CEDARVALE (1981)
 CS0293
 CS0293                         *CURRENT SURVEY CONTROL
 CS0293  ___________________________________________________________________
 CS0293* NAD 83(1986)-  32 33 51.     (N)    096 04 36.     (W)     SCALED    
 CS0293* NAVD 88     -       116.633  (meters)     382.65   (feet)  ADJUSTED  
 CS0293  ___________________________________________________________________
 CS0293  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0293  DYNAMIC HT  -         116.501 (meters)     382.22  (feet)  COMP
 CS0293  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 CS0293
 CS0293  VERT ORDER  -  SECOND    CLASS 0
 CS0293
 CS0293.The horizontal coordinates were scaled from a topographic map and have
 CS0293.an estimated accuracy of +/- 6 seconds.
 CS0293
 CS0293.The orthometric height was determined by differential leveling
 CS0293.and adjusted by the National Geodetic Survey in June 1991..
 CS0293
 CS0293.The geoid height was determined by GEOID03.
 CS0293
 CS0293.The dynamic height is computed by dividing the NAVD 88
 CS0293.geopotential number by the normal gravity value computed on the
 CS0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0293.degrees latitude (g = 980.6199 gals.).
 CS0293
 CS0293.The modeled gravity was interpolated from observed gravity values.
 CS0293
 CS0293;                    North         East    Units  Estimated Accuracy
 CS0293;SPC TXNC     - 2,102,150.      827,530.      MT  (+/- 180 meters Scaled)
 CS0293
 CS0293                          SUPERSEDED SURVEY CONTROL
 CS0293
 CS0293  NGVD 29 (??/??/92)  116.645  (m)          382.69   (f) ADJ UNCH    2 0
 CS0293
 CS0293.Superseded values are not recommended for survey control.
 CS0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0293.See file dsdata.txt to determine how the superseded data were derived.
 CS0293
 CS0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB744067(NAD 83)
 CS0293_MARKER: DB = BENCH MARK DISK
 CS0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0293_STAMPING: Z 996 1948
 CS0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0293+STABILITY: SURFACE MOTION
 CS0293
 CS0293  HISTORY     - Date     Condition        Report By
 CS0293  HISTORY     - 1948     MONUMENTED       CGS
 CS0293  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CS0293
 CS0293                          STATION DESCRIPTION
 CS0293
 CS0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0293'1.0 MI SE FROM CEDARVALE.
 CS0293'0.5 MILE EAST ALONG A GRADED DIRT ROAD FROM THE CEDARVALE COTTON GIN
 CS0293'AT CEDARVALE, THENCE 0.1 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 CS0293'0.4 MILE EAST ALONG STATE HIGHWAY 243, 314.5 FEET NORTHEAST OF THE
 CS0293'EAST END OF AN OFFSET IN A FENCE ALONG THE NORTH SIDE OF THE HIGHWAY,
 CS0293'136.7 FEET NORTHEAST OF THE EAST END OF THE NORTH HEADWALL OF A
 CS0293'CONCRETE CULVERT, 102.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CS0293'2.6 FEET WEST OF A POWER POLE, 1.5 FEET EAST OF A REFERENCE POST, 1.0
 CS0293'FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 CS0293'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CS0293
 CS0293                          STATION RECOVERY (1995)
 CS0293
 CS0293'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0651 ***********************************************************************
 CR0651  DESIGNATION -  Z 997
 CR0651  PID         -  CR0651
 CR0651  STATE/COUNTY-  TX/VAN ZANDT
 CR0651  USGS QUAD   -  MARTINS MILL (1984)
 CR0651
 CR0651                         *CURRENT SURVEY CONTROL
 CR0651  ___________________________________________________________________
 CR0651* NAD 83(1986)-  32 23 52.     (N)    095 52 05.     (W)     SCALED    
 CR0651* NAVD 88     -       156.257  (meters)     512.65   (feet)  ADJUSTED  
 CR0651  ___________________________________________________________________
 CR0651  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CR0651  DYNAMIC HT  -         156.077 (meters)     512.06  (feet)  COMP
 CR0651  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 CR0651
 CR0651  VERT ORDER  -  SECOND    CLASS 0
 CR0651
 CR0651.The horizontal coordinates were scaled from a topographic map and have
 CR0651.an estimated accuracy of +/- 6 seconds.
 CR0651
 CR0651.The orthometric height was determined by differential leveling
 CR0651.and adjusted by the National Geodetic Survey in June 1991..
 CR0651
 CR0651.The geoid height was determined by GEOID03.
 CR0651
 CR0651.The dynamic height is computed by dividing the NAVD 88
 CR0651.geopotential number by the normal gravity value computed on the
 CR0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0651.degrees latitude (g = 980.6199 gals.).
 CR0651
 CR0651.The modeled gravity was interpolated from observed gravity values.
 CR0651
 CR0651;                    North         East    Units  Estimated Accuracy
 CR0651;SPC TXNC     - 2,084,180.      847,580.      MT  (+/- 180 meters Scaled)
 CR0651
 CR0651                          SUPERSEDED SURVEY CONTROL
 CR0651
 CR0651  NGVD 29 (??/??/92)  156.266  (m)          512.68   (f) ADJ UNCH    2 0
 CR0651
 CR0651.Superseded values are not recommended for survey control.
 CR0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0651.See file dsdata.txt to determine how the superseded data were derived.
 CR0651
 CR0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR302881(NAD 83)
 CR0651_MARKER: DB = BENCH MARK DISK
 CR0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0651_STAMPING: Z 997 1948
 CR0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0651+STABILITY: SURFACE MOTION
 CR0651
 CR0651  HISTORY     - Date     Condition        Report By
 CR0651  HISTORY     - 1948     MONUMENTED       CGS
 CR0651  HISTORY     - 19950911 GOOD             USPSQD
 CR0651
 CR0651                          STATION DESCRIPTION
 CR0651
 CR0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0651'11.85 MI SW FROM CANTON.
 CR0651'10.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF
 CR0651'STATE HIGHWAY 64 AT CANTON, THENCE 1.0 MILE WEST ALONG A GRAVELED
 CR0651'ROAD, AT A ROAD JUNCTION, 225.0 FEET WEST OF THE CENTER LINE OF A ROAD
 CR0651'LEADING SOUTH, 212.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 CR0651'ROAD, 114.0 FEET NORTH OF THE NORTHWEST CORNER OF CHINA GROVE SCHOOL,
 CR0651'1.5 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, AND SET
 CR0651'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0651
 CR0651                          STATION RECOVERY (1995)
 CR0651
 CR0651'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0599 ***********************************************************************
 BZ0599  DESIGNATION -  Z 998
 BZ0599  PID         -  BZ0599
 BZ0599  STATE/COUNTY-  TX/LIMESTONE
 BZ0599  USGS QUAD   -  COOLIDGE (1978)
 BZ0599
 BZ0599                         *CURRENT SURVEY CONTROL
 BZ0599  ___________________________________________________________________
 BZ0599* NAD 83(1986)-  31 45 17.     (N)    096 39 01.     (W)     SCALED    
 BZ0599* NAVD 88     -       163.301  (meters)     535.76   (feet)  ADJUSTED  
 BZ0599  ___________________________________________________________________
 BZ0599  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0599  DYNAMIC HT  -         163.107 (meters)     535.13  (feet)  COMP
 BZ0599  MODELED GRAV-     979,445.9   (mgal)                       NAVD 88
 BZ0599
 BZ0599  VERT ORDER  -  FIRST     CLASS II
 BZ0599
 BZ0599.The horizontal coordinates were scaled from a topographic map and have
 BZ0599.an estimated accuracy of +/- 6 seconds.
 BZ0599
 BZ0599.The orthometric height was determined by differential leveling
 BZ0599.and adjusted by the National Geodetic Survey in June 1991..
 BZ0599.WARNING-Repeat measurements at this control monument indicate possible
 BZ0599.vertical movement.
 BZ0599
 BZ0599.The geoid height was determined by GEOID03.
 BZ0599
 BZ0599.The dynamic height is computed by dividing the NAVD 88
 BZ0599.geopotential number by the normal gravity value computed on the
 BZ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0599.degrees latitude (g = 980.6199 gals.).
 BZ0599
 BZ0599.The modeled gravity was interpolated from observed gravity values.
 BZ0599
 BZ0599;                    North         East    Units  Estimated Accuracy
 BZ0599;SPC TX C     - 3,237,260.    1,048,870.      MT  (+/- 180 meters Scaled)
 BZ0599
 BZ0599                          SUPERSEDED SURVEY CONTROL
 BZ0599
 BZ0599  NGVD 29 (??/??/92)  163.256  (m)          535.62   (f) ADJ UNCH    1 2
 BZ0599
 BZ0599.Superseded values are not recommended for survey control.
 BZ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0599.See file dsdata.txt to determine how the superseded data were derived.
 BZ0599
 BZ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA225156(NAD 83)
 BZ0599_MARKER: DB = BENCH MARK DISK
 BZ0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0599_SP_SET: BASE
 BZ0599_STAMPING: Z 998 1948
 BZ0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0599
 BZ0599  HISTORY     - Date     Condition        Report By
 BZ0599  HISTORY     - 1948     MONUMENTED       CGS
 BZ0599  HISTORY     - 1980     GOOD             NGS
 BZ0599  HISTORY     - 19950715 GOOD             USPSQD
 BZ0599
 BZ0599                          STATION DESCRIPTION
 BZ0599
 BZ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0599'IN COOLIDGE.
 BZ0599'AT COOLIDGE, AT THE CITY WATER TOWER, SET IN THE SOUTHEAST CORNER OF
 BZ0599'THE SOUTH CONCRETE BASE OF THE SOUTH STEEL LEG, 0.3 FOOT SOUTHEAST OF
 BZ0599'THE SOUTHEAST CORNER OF THE IRON BASE PLATE, LEVEL WITH THE GROUND.
 BZ0599
 BZ0599                          STATION RECOVERY (1980)
 BZ0599
 BZ0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0599'IN COOLIDGE, AT THE CITY WATER TANK ON SECOND STREET, IN THE SOUTHEAST
 BZ0599'CORNER OF THE SOUTH CONCRETE BASE OF THE SOUTH STEEL LEG OF THE TANK,
 BZ0599'0.1 M. (0.3 FT.) SOUTHEAST OF THE SOUTHEAST CORNER OF THE IRON BASE
 BZ0599'PLATE, 6.4 M. (21.0 FT.) SOUTH OF BENCH MARK Z 1291.
 BZ0599'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 BZ0599
 BZ0599                          STATION RECOVERY (1995)
 BZ0599
 BZ0599'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1626 ***********************************************************************
 BY1626  DESIGNATION -  Z 999
 BY1626  PID         -  BY1626
 BY1626  STATE/COUNTY-  TX/HOUSTON
 BY1626  USGS QUAD   -  FODICE (1963)
 BY1626
 BY1626                         *CURRENT SURVEY CONTROL
 BY1626  ___________________________________________________________________
 BY1626* NAD 83(1986)-  31 07 46.     (N)    095 20 05.     (W)     SCALED    
 BY1626* NAVD 88     -        84.15   (+/-2cm)     276.1    (feet)  VERTCON   
 BY1626  ___________________________________________________________________
 BY1626  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY1626
 BY1626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1626
 BY1626.The horizontal coordinates were scaled from a topographic map and have
 BY1626.an estimated accuracy of +/- 6 seconds.
 BY1626
 BY1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1626.The vertical order pertains to the NGVD 29 superseded value.
 BY1626
 BY1626.The geoid height was determined by GEOID03.
 BY1626
 BY1626;                    North         East    Units  Estimated Accuracy
 BY1626;SPC TX C     - 3,172,870.    1,176,530.      MT  (+/- 180 meters Scaled)
 BY1626
 BY1626                          SUPERSEDED SURVEY CONTROL
 BY1626
 BY1626  NGVD 29 (??/??/92)   84.160  (m)          276.11   (f) ADJ UNCH    2 0
 BY1626
 BY1626.Superseded values are not recommended for survey control.
 BY1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1626.See file dsdata.txt to determine how the superseded data were derived.
 BY1626
 BY1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ773462(NAD 83)
 BY1626_MARKER: DB = BENCH MARK DISK
 BY1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1626_STAMPING: Z 999 1948
 BY1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1626+STABILITY: SURFACE MOTION
 BY1626
 BY1626  HISTORY     - Date     Condition        Report By
 BY1626  HISTORY     - 1948     MONUMENTED       CGS
 BY1626
 BY1626                          STATION DESCRIPTION
 BY1626
 BY1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1626'IN HOLLY.
 BY1626'AT HOLLY, AT A ROAD JUNCTION, 182.0 FEET NORTHEAST OF THE CENTER LINE
 BY1626'OF A NORTHWEST AND SOUTHEAST ROAD, 98.3 FEET EAST OF THE NORTHEAST
 BY1626'CORNER (MOST NORTHERLY ONE OF TWO NORTHEAST CORNERS) OF THE ELEMENTARY
 BY1626'SCHOOL, 68.0 FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 1.8
 BY1626'FEET NORTH OF A WITNESS POST, SET MIDWAY BETWEEN TWO 10 INCH PINE
 BY1626'TREES THAT ARE 12.6 FEET APART, SET IN THE TOP OF A CONCRETE POST
 BY1626'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4862 ***********************************************************************
 AW4862  DESIGNATION -  Z TXHD
 AW4862  PID         -  AW4862
 AW4862  STATE/COUNTY-  TX/HARRIS
 AW4862  USGS QUAD   -  LA PORTE (1982)
 AW4862
 AW4862                         *CURRENT SURVEY CONTROL
 AW4862  ___________________________________________________________________
 AW4862* NAD 83(1986)-  29 42 39.     (N)    095 06 51.     (W)     SCALED    
 AW4862* NAVD 88     -         7.05   (+/-2cm)      23.1    (feet)  VERTCON   
 AW4862  ___________________________________________________________________
 AW4862  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW4862
 AW4862  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4862
 AW4862.The horizontal coordinates were scaled from a topographic map and have
 AW4862.an estimated accuracy of +/- 6 seconds.
 AW4862
 AW4862.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4862.The vertical order pertains to the NGVD 29 superseded value.
 AW4862
 AW4862.The geoid height was determined by GEOID03.
 AW4862
 AW4862;                    North         East    Units  Estimated Accuracy
 AW4862;SPC TXSC     - 4,214,320.      975,900.      MT  (+/- 180 meters Scaled)
 AW4862
 AW4862                          SUPERSEDED SURVEY CONTROL
 AW4862
 AW4862  NGVD 29 (??/??/??)    7.052  (m)           23.14   (f) ADJUSTED    1 2
 AW4862
 AW4862.Superseded values are not recommended for survey control.
 AW4862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4862.See file dsdata.txt to determine how the superseded data were derived.
 AW4862
 AW4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN954886(NAD 83)
 AW4862_MARKER: DD = SURVEY DISK
 AW4862_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4862_SP_SET: HEADWALL
 AW4862_STAMPING: Z
 AW4862_MARK LOGO: TXHD  
 AW4862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4862
 AW4862  HISTORY     - Date     Condition        Report By
 AW4862  HISTORY     - UNK      MONUMENTED       TXHD
 AW4862  HISTORY     - 1983     GOOD             NGS
 AW4862  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW4862  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW4862  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW4862
 AW4862                          STATION DESCRIPTION
 AW4862
 AW4862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4862'2.4 KM (1.5 MI) NE FROM DEER PARK.
 AW4862'1.4 KM (0.85 MI) NORTH ALONG CENTER STREET FROM THE CITY HALL IN DEER
 AW4862'PARK, THENCE 0.9 KM (0.55 MI) EAST ALONG STATE HIGHWAY 225 EASTBOUND,
 AW4862'ABOUT 0.16 KM (0.1 MI) WEST OF A PAVED ROAD LEADING NORTH TO THE
 AW4862'DIAMOND CHEMICAL COMPANY SET IN TOP AND AT THE EXTREME EAST END OF A
 AW4862'TRIPLE CHANNEL BOX CULVERT UNDER STATE ROUTE 225 WESTBOUND,
 AW4862'10.4 METERS (34.0 FT) NORTH OF APPROXIMATE CENTER OF WESTBOUND LANES,
 AW4862'AND 0.18 METERS (0.6 FT) NORTH OF A METAL GUARD RAIL.
 AW4862'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AW4862
 AW4862                          STATION RECOVERY (1997)
 AW4862
 AW4862'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4862'MARK NOT FOUND.
 AW4862
 AW4862                          STATION RECOVERY (2004)
 AW4862
 AW4862'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4862'MARK NOT FOUND.
 AW4862
 AW4862                          STATION RECOVERY (2005)
 AW4862
 AW4862'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW4862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0829 ***********************************************************************
 DO0829  DESIGNATION -  ZAC
 DO0829  PID         -  DO0829
 DO0829  STATE/COUNTY-  TX/WILBARGER
 DO0829  USGS QUAD   -  GRAYBACK (1966)
 DO0829
 DO0829                         *CURRENT SURVEY CONTROL
 DO0829  ___________________________________________________________________
 DO0829* NAD 83(1993)-  33 59 42.53596(N)    099 13 41.57796(W)     ADJUSTED  
 DO0829* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 DO0829  ___________________________________________________________________
 DO0829  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DO0829  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DO0829
 DO0829  HORZ ORDER  -  THIRD
 DO0829
 DO0829.The horizontal coordinates were established by classical geodetic methods
 DO0829.and adjusted by the National Geodetic Survey in February 1996..
 DO0829
 DO0829.The orthometric height was scaled from a topographic map.
 DO0829
 DO0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0829
 DO0829.The geoid height was determined by GEOID03.
 DO0829
 DO0829;                    North         East     Units Scale Factor Converg.
 DO0829;SPC TXNC     - 2,258,452.051   532,720.083   MT  1.00000807   -0 23 49.8
 DO0829;SPC TXNC     - 7,409,604.77  1,747,765.81   sFT  1.00000807   -0 23 49.8
 DO0829;UTM  14      - 3,761,641.564   478,923.519   MT  0.99960548   -0 07 39.4
 DO0829
 DO0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0829!SPC TXNC     -   0.99994606  x   1.00000807  =   0.99995413
 DO0829!UTM  14      -   0.99994606  x   0.99960548  =   0.99955156
 DO0829
 DO0829|---------------------------------------------------------------------|
 DO0829| PID    Reference Object                     Distance      Geod. Az  |
 DO0829|                                                           dddmmss.s |
 DO0829| CX9033 ZAC RM 1                             11.865 METERS 14607     |
 DO0829| CX9032 ZAC AZ MK                                          1524117.5 |
 DO0829| EM0952 VERNON WICHITA FALLS ST HOS TK      APPROX.10.9 KM 3283153.8 |
 DO0829| CX9034 ZAC RM 2                             12.267 METERS 33011     |
 DO0829|---------------------------------------------------------------------|
 DO0829
 DO0829                          SUPERSEDED SURVEY CONTROL
 DO0829
 DO0829  NAD 83(1993)-  33 59 42.53610(N)    099 13 41.57795(W) AD(       ) 3
 DO0829  NAD 83(1986)-  33 59 42.54262(N)    099 13 41.56767(W) AD(       ) 3
 DO0829  NAD 27      -  33 59 42.22163(N)    099 13 40.29333(W) AD(       ) 3
 DO0829
 DO0829.Superseded values are not recommended for survey control.
 DO0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0829.See file dsdata.txt to determine how the superseded data were derived.
 DO0829
 DO0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7892461642(NAD 83)
 DO0829_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0829
 DO0829  HISTORY     - Date     Condition        Report By
 DO0829  HISTORY     - 1965     MONUMENTED       CGS
 DO0829  HISTORY     - 1978     GOOD             DMA
 DO0829
 DO0829                          STATION DESCRIPTION
 DO0829
 DO0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0829'THE STATION IS ABOUT 28 MILES NORTH OF SEYMOUR, 18 MILES WEST OF
 DO0829'ELECTRA, 11-1/2 MILES SOUTH SOUTHEAST OF VERNON, JUST EAST OF THE
 DO0829'EAST END OF THE ZACAWEISTA OIL FIELD AND ON THE EAST RIGHT-OF-WAY
 DO0829'OF U.S. HIGHWAY 183-283.
 DO0829'
 DO0829'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82-277 AND
 DO0829'U.S. HIGHWAY 183-283 (THIS IS ABOUT 9 MILES NORTHEAST OF SEYMOUR),
 DO0829'GO NORTH ON U.S. HIGHWAY 183-283 FOR 22.6 MILES TO THE JUNCTION OF
 DO0829'FARM ROAD 1763.  CONTINUE AHEAD, NORTHERLY, FOR 0.8 MILE TO THE
 DO0829'AZIMUTH MARK ON THE LEFT AT A RED PIPE GATE.  CONTINUE AHEAD FOR
 DO0829'0.3 MILE TO THE STATION ON THE RIGHT.
 DO0829'
 DO0829'THE STATION MARK IS A STANDARD DISK, STAMPED ZAC 1965, SET IN
 DO0829'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 DO0829'PROJECTS 2 INCHES.  IT IS 49 FEET EAST OF THE CENTERLINE OF
 DO0829'U.S. HIGHWAY 183-283, 11.5 FEET NORTH OF TELEPHONE LINE POLE, 3.2
 DO0829'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND 3.0 FEET WEST
 DO0829'SOUTHWEST OF A WITNESS POST.
 DO0829'
 DO0829'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ZAC NO 1 1965, SET
 DO0829'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 DO0829'THAT PROJECTS 2 INCHES.  IT IS 50 FEET EAST OF THE CENTERLINE
 DO0829'OF THE HIGHWAY AND 1.5 FEET WEST OF THE FENCE.
 DO0829'
 DO0829'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ZAC NO 2 1965, SET
 DO0829'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 DO0829'THAT PROJECTS 2 INCHES.  IT IS 49 FEET EAST OF THE CENTERLINE OF
 DO0829'THE HIGHWAY, 7.5 FEET SOUTH OF THE SOUTH END OF A RED PIPE GATE,
 DO0829'AND 2.0 FEET WEST OF THE FENCE.
 DO0829'
 DO0829'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ZAC 1965, SET IN
 DO0829'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 DO0829'PROJECTS 2 INCHES.  IT IS 49 FEET WEST OF THE CENTERLINE OF
 DO0829'U.S. HIGHWAY 183-283, 3.5 FEET SOUTH OF A WITNESS POST, 3.0 FEET
 DO0829'NORTH OF THE NORTH END OF THE GATE, AND 1.0 FEET EAST OF THE WEST
 DO0829'RIGHT-OF-WAY FENCE.
 DO0829
 DO0829                          STATION RECOVERY (1978)
 DO0829
 DO0829'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (P)
 DO0829'ZAC RECOVERED GOOD 3DM UNDERGROUND.
 DO0829'
 DO0829'NO 1 RECOVERED GOOD.
 DO0829'
 DO0829'NO 2 RECOVERED GOOD.
 DO0829'
 DO0829'NO DESC. AVAILABLE.
 DO0829'
 DO0829'DISTANCE AND DIRECTION FROM NEAREST TOWN--S OF VERNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1491 ***********************************************************************
 AH1491  DESIGNATION -  ZACAHUISTLE WINDMILL
 AH1491  PID         -  AH1491
 AH1491  STATE/COUNTY-  TX/KLEBERG
 AH1491  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH1491
 AH1491                         *CURRENT SURVEY CONTROL
 AH1491  ___________________________________________________________________
 AH1491* NAD 83(1993)-  27 26 11.33485(N)    097 33 40.46025(W)     ADJUSTED  
 AH1491* NAVD 88     -                                                        
 AH1491  ___________________________________________________________________
 AH1491  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AH1491  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AH1491
 AH1491  HORZ ORDER  -  THIRD
 AH1491
 AH1491.The horizontal coordinates were established by classical geodetic methods
 AH1491.and adjusted by the National Geodetic Survey in February 1996..
 AH1491
 AH1491
 AH1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1491
 AH1491.The geoid height was determined by GEOID03.
 AH1491
 AH1491;                    North         East     Units Scale Factor Converg.
 AH1491;SPC TX S     - 5,196,427.705   392,806.227   MT  0.99992355   +0 25 34.3
 AH1491;SPC TX S     -17,048,613.23  1,288,731.76   sFT  0.99992355   +0 25 34.3
 AH1491;UTM  14      - 3,035,603.897   642,200.340   MT  0.99984961   +0 39 47.0
 AH1491
 AH1491                          SUPERSEDED SURVEY CONTROL
 AH1491
 AH1491  NAD 83(1986)-  27 26 11.34850(N)    097 33 40.43480(W) AD(       ) 4
 AH1491  NAD 27      -  27 26 10.21600(N)    097 33 39.46400(W) AD(       ) 3
 AH1491
 AH1491.Superseded values are not recommended for survey control.
 AH1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1491.See file dsdata.txt to determine how the superseded data were derived.
 AH1491
 AH1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4220035604(NAD 83)
 AH1491_MARKER: 66 = WINDMILL
 AH1491
 AH1491  HISTORY     - Date     Condition        Report By
 AH1491  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1491
 AH1491                          STATION DESCRIPTION
 AH1491
 AH1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1491'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 7.5 MILES SSW OF
 AH1491'LAURELES, ABOUT 1-1/4 MILES SOUTH OF NAVY LANDING FIELD NO. 15
 AH1491'(ABANDONED), ABOUT 1.5 MILES WEST OF AGUA DULCE CREEK, ON THE
 AH1491'EAST SIDE OF AN EARTHEN WATER RESERVOIR, AND 13 FT. WEST OF A
 AH1491'GATE.
 AH1491'
 AH1491'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT. HIGH.
 AH1491'
 AH1491'(ZACAHUISTLE IS SAID TO MEAN WIRE GRASS.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0786 ***********************************************************************
 AO0786  DESIGNATION -  ZACATE
 AO0786  PID         -  AO0786
 AO0786  STATE/COUNTY-  TX/ZAVALA
 AO0786  USGS QUAD   -  LA PRYOR SE (1972)
 AO0786
 AO0786                         *CURRENT SURVEY CONTROL
 AO0786  ___________________________________________________________________
 AO0786* NAD 83(1993)-  28 52 23.03681(N)    099 51 08.44682(W)     ADJUSTED  
 AO0786* NAVD 88     -       215.2    (meters)     706.     (feet)  VERTCON   
 AO0786  ___________________________________________________________________
 AO0786  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AO0786  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AO0786
 AO0786  HORZ ORDER  -  SECOND
 AO0786
 AO0786.The horizontal coordinates were established by classical geodetic methods
 AO0786.and adjusted by the National Geodetic Survey in February 1996..
 AO0786
 AO0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0786
 AO0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0786
 AO0786.The geoid height was determined by GEOID03.
 AO0786
 AO0786;                    North         East     Units Scale Factor Converg.
 AO0786;SPC TXSC     - 4,115,534.092   516,856.466   MT  0.99989550   -0 25 03.3
 AO0786;SPC TXSC     -13,502,381.43  1,695,719.92   sFT  0.99989550   -0 25 03.3
 AO0786;UTM  14      - 3,194,221.082   416,878.653   MT  0.99968526   -0 24 41.7
 AO0786
 AO0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0786!SPC TXSC     -   0.99996984  x   0.99989550  =   0.99986534
 AO0786!UTM  14      -   0.99996984  x   0.99968526  =   0.99965511
 AO0786
 AO0786:                Primary Azimuth Mark                     Grid Az
 AO0786:SPC TXSC     -  LA PRYOR MUN TANK                        003 10 39.7
 AO0786:UTM  14      -  LA PRYOR MUN TANK                        003 10 18.1
 AO0786
 AO0786|---------------------------------------------------------------------|
 AO0786| PID    Reference Object                     Distance      Geod. Az  |
 AO0786|                                                           dddmmss.s |
 AO0786| AO0782 LA PRYOR MUN TANK                   APPROX. 7.8 KM 0024536.4 |
 AO0786| CV5909 ZACATE AZ MK                                       0030236.4 |
 AO0786| AO0785 ZACATE A POINT 1972                  10.776 METERS 04708     |
 AO0786| CV5910 ZACATE RM 1                          10.508 METERS 18200     |
 AO0786| CV5911 ZACATE RM 2                           9.655 METERS 28055     |
 AO0786|---------------------------------------------------------------------|
 AO0786
 AO0786                          SUPERSEDED SURVEY CONTROL
 AO0786
 AO0786  NAD 83(1986)-  28 52 23.03426(N)    099 51 08.42547(W) AD(       ) 2
 AO0786  NAD 27      -  28 52 22.13279(N)    099 51 07.21456(W) AD(       ) 2
 AO0786  NGVD 29 (07/19/86)  215.1    (m)          706.     (f) VERT ANG       
 AO0786
 AO0786.Superseded values are not recommended for survey control.
 AO0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0786.See file dsdata.txt to determine how the superseded data were derived.
 AO0786
 AO0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1687994221(NAD 83)
 AO0786_MARKER: DS = TRIANGULATION STATION DISK
 AO0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0786_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0786
 AO0786  HISTORY     - Date     Condition        Report By
 AO0786  HISTORY     - 1972     MONUMENTED       NGS
 AO0786  HISTORY     - 20010507 GOOD             USPSQD
 AO0786
 AO0786                          STATION DESCRIPTION
 AO0786
 AO0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0786'THE STATION IS ABOUT 13-1/2 MILES NORTH AND 1 MILE WEST OF CRYSTAL
 AO0786'CITY, 5 MILES SOUTH OF LA PRYOR AND ON THE WEST RIGHT-OF-WAY OF U.S.
 AO0786'HIGHWAY 83.
 AO0786'
 AO0786'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 57 IN
 AO0786'LA PRYOR, GO SOUTH ON U.S. HIGHWAY 83 FOR 3.75 MILES TO THE AZIMUTH
 AO0786'MARK ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 0.9 MILE
 AO0786'TO THE STATION ON THE RIGHT.
 AO0786'
 AO0786'STATION MARKS ARE STANDARD DISKS, STAMPED ZACATE 1972.  THE SURFACE
 AO0786'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0786'THAT IS FLUSH WITH THE GROUND.  IT IS 151.0 FEET SOUTH OF THE
 AO0786'CENTER OF A FARM DRIVEWAY, 50.4 FEET EAST OF THE EAST RAIL OF A
 AO0786'RAILROAD TRACK, 50.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY 83
 AO0786'AND 3.8 FEET NORTHEAST OF A WITNESS POST.  THE UNDERGROUND MARK IS
 AO0786'SET IN AN IRREGULAR MASS ON CONCRETE 44 INCHES BELOW THE
 AO0786'GROUND SURFACE.
 AO0786'
 AO0786'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ZACATE NO 1 1972, SET IN
 AO0786'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0786'WITH THE GROUND.  IT IS 50.5 FEET WEST OF THE CENTER OF U.S.
 AO0786'HIGHWAY 83, 49.8 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK,
 AO0786'31.9 FEET SOUTH OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS
 AO0786'THE STATION.
 AO0786'
 AO0786'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ZACATE NO 2 1972, SET
 AO0786'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0786'3 INCHES ABOVE THE GROUND.  IT IS 81.0 FEET WEST OF THE CENTER OF
 AO0786'U.S. HIGHWAY 83, 29.8 FEET WEST-NORTHWEST OF THE WITNESS POST, 18.8
 AO0786'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK AND ABOUT THE
 AO0786'SAME ELEVATION AS THE STATION.
 AO0786'
 AO0786'AZIMUTH MARK IS A STANDARD DISK, STAMPED ZACATE 1972, SET IN THE TOP
 AO0786'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4 INCHES
 AO0786'ABOVE THE GROUND.  IT IS 68.0 FEET EAST OF THE CENTER OF U.S.
 AO0786'HIGHWAY 83, 2.4 FEET NORTHWEST OF A WITNESS POST, 2.0 FEET WEST OF A
 AO0786'FENCE AND 1.4 FEET SOUTH OF A POWER LINE POLE.
 AO0786'
 AO0786'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 AO0786
 AO0786                          STATION RECOVERY (2001)
 AO0786
 AO0786'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1534 ***********************************************************************
 FL1534  DESIGNATION -  ZACK
 FL1534  PID         -  FL1534
 FL1534  STATE/COUNTY-  TX/RANDALL
 FL1534  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1534
 FL1534                         *CURRENT SURVEY CONTROL
 FL1534  ___________________________________________________________________
 FL1534* NAD 83(1986)-  35 00 32.     (N)    101 55 10.     (W)     SCALED    
 FL1534* NAVD 88     -      1067.860  (meters)    3503.47   (feet)  ADJUSTED  
 FL1534  ___________________________________________________________________
 FL1534  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FL1534  DYNAMIC HT  -        1066.569 (meters)    3499.24  (feet)  COMP
 FL1534  MODELED GRAV-     979,389.3   (mgal)                       NAVD 88
 FL1534
 FL1534  VERT ORDER  -  FIRST     CLASS II
 FL1534
 FL1534.The horizontal coordinates were scaled from a topographic map and have
 FL1534.an estimated accuracy of +/- 6 seconds.
 FL1534
 FL1534.The orthometric height was determined by differential leveling
 FL1534.and adjusted by the National Geodetic Survey in June 1991..
 FL1534
 FL1534.The geoid height was determined by GEOID03.
 FL1534
 FL1534.The dynamic height is computed by dividing the NAVD 88
 FL1534.geopotential number by the normal gravity value computed on the
 FL1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1534.degrees latitude (g = 980.6199 gals.).
 FL1534
 FL1534.The modeled gravity was interpolated from observed gravity values.
 FL1534
 FL1534;                    North         East    Units  Estimated Accuracy
 FL1534;SPC TX N     - 1,112,000.      161,720.      MT  (+/- 180 meters Scaled)
 FL1534
 FL1534                          SUPERSEDED SURVEY CONTROL
 FL1534
 FL1534  NGVD 29 (??/??/92) 1067.37   (m)         3501.9    (f) COMPUTED    1 2
 FL1534
 FL1534.Superseded values are not recommended for survey control.
 FL1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1534.See file dsdata.txt to determine how the superseded data were derived.
 FL1534
 FL1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD335779(NAD 83)
 FL1534_MARKER: DB = BENCH MARK DISK
 FL1534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1534_SP_SET: FOUNDATION
 FL1534_STAMPING: ZACK 1943
 FL1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1534
 FL1534  HISTORY     - Date     Condition        Report By
 FL1534  HISTORY     - 1943     MONUMENTED       CGS
 FL1534  HISTORY     - 1958     MARK NOT FOUND   NGS
 FL1534
 FL1534                          STATION DESCRIPTION
 FL1534
 FL1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1534'2.4 MI N FROM CANYON.
 FL1534'0.5 MILE EAST ALONG STATE HIGHWAY NUMBER 217, THENCE, 1.9 MILES NORTH
 FL1534'ALONG U.S. HIGHWAY NUMBER 87 FROM THE COURTHOUSE IN CANYON.  SET IN
 FL1534'THE FOUNDATION IN THE NORTHWEST CORNER OF THE STATE BRIDGE.
 FL1534
 FL1534                          STATION RECOVERY (1958)
 FL1534
 FL1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FL1534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1063 ***********************************************************************
 AE1063  DESIGNATION -  ZAPATA
 AE1063  PID         -  AE1063
 AE1063  STATE/COUNTY-  TX/ZAPATA
 AE1063  USGS QUAD   -  ZAPATA (1979)
 AE1063
 AE1063                         *CURRENT SURVEY CONTROL
 AE1063  ___________________________________________________________________
 AE1063* NAD 83(1986)-  26 52 50.     (N)    099 17 49.     (W)     SCALED    
 AE1063* NAVD 88     -       113.217  (meters)     371.45   (feet)  ADJUSTED  
 AE1063  ___________________________________________________________________
 AE1063  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1063  DYNAMIC HT  -         113.034 (meters)     370.85  (feet)  COMP
 AE1063  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 AE1063
 AE1063  VERT ORDER  -  FIRST     CLASS II
 AE1063
 AE1063.The horizontal coordinates were scaled from a topographic map and have
 AE1063.an estimated accuracy of +/- 6 seconds.
 AE1063
 AE1063.The orthometric height was determined by differential leveling
 AE1063.and adjusted by the National Geodetic Survey in June 1991..
 AE1063
 AE1063.The geoid height was determined by GEOID03.
 AE1063
 AE1063.The dynamic height is computed by dividing the NAVD 88
 AE1063.geopotential number by the normal gravity value computed on the
 AE1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1063.degrees latitude (g = 980.6199 gals.).
 AE1063
 AE1063.The modeled gravity was interpolated from observed gravity values.
 AE1063
 AE1063;                    North         East    Units  Estimated Accuracy
 AE1063;SPC TX S     - 5,134,740.      220,830.      MT  (+/- 180 meters Scaled)
 AE1063
 AE1063                          SUPERSEDED SURVEY CONTROL
 AE1063
 AE1063  NGVD 29 (??/??/92)  113.275  (m)          371.64   (f) ADJ UNCH    1 2
 AE1063
 AE1063.Superseded values are not recommended for survey control.
 AE1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1063.See file dsdata.txt to determine how the superseded data were derived.
 AE1063
 AE1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ705732(NAD 83)
 AE1063_MARKER: DS = TRIANGULATION STATION DISK
 AE1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1063_STAMPING: ZAPATA 1917 ELEV 371.672 FT
 AE1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1063+STABILITY: SURFACE MOTION
 AE1063
 AE1063  HISTORY     - Date     Condition        Report By
 AE1063  HISTORY     - 1917     MONUMENTED       CGS
 AE1063  HISTORY     - 1956     GOOD             NGS
 AE1063
 AE1063                          STATION DESCRIPTION
 AE1063
 AE1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1063'2.7 MI SW FROM ZAPATA.
 AE1063'2.7 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1063'ZAPATA, AT A JUNCTION WITH A DIRT ROAD LEADING SOUTH, 108 FEET
 AE1063'SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD, 105 FEET EAST OF THE
 AE1063'CENTER LINE OF THE DIRT ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 AE1063'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1655 ***********************************************************************
 AE1655  DESIGNATION -  ZAPATA LAKESHORE RESORT TANK
 AE1655  PID         -  AE1655
 AE1655  STATE/COUNTY-  TX/ZAPATA
 AE1655  USGS QUAD   -  ZAPATA (1979)
 AE1655
 AE1655                         *CURRENT SURVEY CONTROL
 AE1655  ___________________________________________________________________
 AE1655* NAD 83(1993)-  26 52 52.03959(N)    099 16 15.02227(W)     ADJUSTED  
 AE1655* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AE1655  ___________________________________________________________________
 AE1655  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AE1655  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AE1655
 AE1655  HORZ ORDER  -  THIRD
 AE1655
 AE1655.The horizontal coordinates were established by classical geodetic methods
 AE1655.and adjusted by the National Geodetic Survey in February 1996..
 AE1655
 AE1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1655
 AE1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1655
 AE1655.The geoid height was determined by GEOID03.
 AE1655
 AE1655;                    North         East     Units Scale Factor Converg.
 AE1655;SPC TX S     - 5,134,785.198   223,418.487   MT  0.99989697   -0 20 59.9
 AE1655;SPC TX S     -16,846,374.44    732,998.82   sFT  0.99989697   -0 20 59.9
 AE1655;UTM  14      - 2,973,297.280   473,100.348   MT  0.99960893   -0 07 20.9
 AE1655
 AE1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1655!SPC TX S     -   1.00000364  x   0.99989697  =   0.99990061
 AE1655!UTM  14      -   1.00000364  x   0.99960893  =   0.99961257
 AE1655
 AE1655                          SUPERSEDED SURVEY CONTROL
 AE1655
 AE1655  NAD 83(1986)-  26 52 52.03597(N)    099 16 14.98270(W) AD(       ) 4
 AE1655  NAD 27      -  26 52 50.89436(N)    099 16 13.84990(W) AD(       ) 3
 AE1655  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AE1655
 AE1655.Superseded values are not recommended for survey control.
 AE1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1655.See file dsdata.txt to determine how the superseded data were derived.
 AE1655
 AE1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ7310073297(NAD 83)
 AE1655_MARKER: 51 = TANK
 AE1655
 AE1655  HISTORY     - Date     Condition        Report By
 AE1655  HISTORY     - 1974     FIRST OBSERVED   NGS
 AE1655
 AE1655                          STATION DESCRIPTION
 AE1655
 AE1655'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1654 ***********************************************************************
 AE1654  DESIGNATION -  ZAPATA MUN TANK
 AE1654  PID         -  AE1654
 AE1654  STATE/COUNTY-  TX/ZAPATA
 AE1654  USGS QUAD   -  ZAPATA (1979)
 AE1654
 AE1654                         *CURRENT SURVEY CONTROL
 AE1654  ___________________________________________________________________
 AE1654* NAD 83(1993)-  26 54 27.35374(N)    099 16 14.86573(W)     ADJUSTED  
 AE1654* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AE1654  ___________________________________________________________________
 AE1654  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AE1654  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AE1654
 AE1654  HORZ ORDER  -  THIRD
 AE1654
 AE1654.The horizontal coordinates were established by classical geodetic methods
 AE1654.and adjusted by the National Geodetic Survey in February 1996..
 AE1654
 AE1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1654
 AE1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1654
 AE1654.The geoid height was determined by GEOID03.
 AE1654
 AE1654;                    North         East     Units Scale Factor Converg.
 AE1654;SPC TX S     - 5,137,718.420   223,440.722   MT  0.99989612   -0 20 59.8
 AE1654;SPC TX S     -16,855,997.85    733,071.77   sFT  0.99989612   -0 20 59.8
 AE1654;UTM  14      - 2,976,229.724   473,110.936   MT  0.99960893   -0 07 21.2
 AE1654
 AE1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1654!SPC TX S     -   1.00000365  x   0.99989612  =   0.99989977
 AE1654!UTM  14      -   1.00000365  x   0.99960893  =   0.99961258
 AE1654
 AE1654                          SUPERSEDED SURVEY CONTROL
 AE1654
 AE1654  NAD 83(1986)-  26 54 27.34962(N)    099 16 14.82659(W) AD(       ) 4
 AE1654  NAD 27      -  26 54 26.21270(N)    099 16 13.69380(W) AD(       ) 3
 AE1654  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AE1654
 AE1654.Superseded values are not recommended for survey control.
 AE1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1654.See file dsdata.txt to determine how the superseded data were derived.
 AE1654
 AE1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ7311176230(NAD 83)
 AE1654_MARKER: 51 = TANK
 AE1654
 AE1654  HISTORY     - Date     Condition        Report By
 AE1654  HISTORY     - 1974     FIRST OBSERVED   NGS
 AE1654
 AE1654                          STATION DESCRIPTION
 AE1654
 AE1654'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1653 ***********************************************************************
 AE1653  DESIGNATION -  ZAPATA POST OFFICE FLAGPOLE
 AE1653  PID         -  AE1653
 AE1653  STATE/COUNTY-  TX/ZAPATA
 AE1653  USGS QUAD   -  ZAPATA (1979)
 AE1653
 AE1653                         *CURRENT SURVEY CONTROL
 AE1653  ___________________________________________________________________
 AE1653* NAD 83(1993)-  26 52 32.26504(N)    099 18 47.36813(W)     ADJUSTED  
 AE1653* NAVD 88     -                                                        
 AE1653  ___________________________________________________________________
 AE1653  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AE1653  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AE1653
 AE1653  HORZ ORDER  -  THIRD
 AE1653
 AE1653.The horizontal coordinates were established by classical geodetic methods
 AE1653.and adjusted by the National Geodetic Survey in February 1996..
 AE1653
 AE1653
 AE1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1653
 AE1653.The geoid height was determined by GEOID03.
 AE1653
 AE1653;                    North         East     Units Scale Factor Converg.
 AE1653;SPC TX S     - 5,134,203.032   219,210.376   MT  0.99989718   -0 22 09.0
 AE1653;SPC TX S     -16,844,464.45    719,192.71   sFT  0.99989718   -0 22 09.0
 AE1653;UTM  14      - 2,972,698.577   468,895.788   MT  0.99961194   -0 08 29.6
 AE1653
 AE1653                          SUPERSEDED SURVEY CONTROL
 AE1653
 AE1653  NAD 83(1986)-  26 52 32.26082(N)    099 18 47.32709(W) AD(       ) 4
 AE1653  NAD 27      -  26 52 31.11800(N)    099 18 46.19100(W) AD(       ) 3
 AE1653
 AE1653.Superseded values are not recommended for survey control.
 AE1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1653.See file dsdata.txt to determine how the superseded data were derived.
 AE1653
 AE1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ6889672699(NAD 83)
 AE1653_MARKER: 62 = FLAGPOLE
 AE1653
 AE1653  HISTORY     - Date     Condition        Report By
 AE1653  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1653
 AE1653                          STATION DESCRIPTION
 AE1653
 AE1653'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1329 ***********************************************************************
 AE1329  FBN         -  This is a Federal Base Network Control Station.
 AE1329  DESIGNATION -  ZAPATA RESET
 AE1329  PID         -  AE1329
 AE1329  STATE/COUNTY-  TX/ZAPATA
 AE1329  USGS QUAD   -  ZAPATA (1979)
 AE1329
 AE1329                         *CURRENT SURVEY CONTROL
 AE1329  ___________________________________________________________________
 AE1329* NAD 83(1993)-  26 52 50.61742(N)    099 17 49.96446(W)     ADJUSTED  
 AE1329* NAVD 88     -       112.672  (meters)     369.66   (feet)  ADJUSTED  
 AE1329  ___________________________________________________________________
 AE1329  X           -    -919,729.744 (meters)                     COMP
 AE1329  Y           -  -5,618,168.753 (meters)                     COMP
 AE1329  Z           -   2,866,474.537 (meters)                     COMP
 AE1329  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AE1329  ELLIP HEIGHT-          89.61  (meters)          (05/01/00) GPS OBS
 AE1329  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1329  DYNAMIC HT  -         112.491 (meters)     369.06  (feet)  COMP
 AE1329  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 AE1329
 AE1329  HORZ ORDER  -  B
 AE1329  VERT ORDER  -  FIRST     CLASS II
 AE1329  ELLP ORDER  -  THIRD     CLASS I
 AE1329
 AE1329.The horizontal coordinates were established by GPS observations
 AE1329.and adjusted by the National Geodetic Survey in May 1994..
 AE1329
 AE1329.The orthometric height was determined by differential leveling
 AE1329.and adjusted by the National Geodetic Survey in June 1991..
 AE1329
 AE1329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1329
 AE1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1329
 AE1329.The ellipsoidal height was determined by GPS observations
 AE1329.and is referenced to NAD 83.
 AE1329
 AE1329.The geoid height was determined by GEOID03.
 AE1329
 AE1329.The dynamic height is computed by dividing the NAVD 88
 AE1329.geopotential number by the normal gravity value computed on the
 AE1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1329.degrees latitude (g = 980.6199 gals.).
 AE1329
 AE1329.The modeled gravity was interpolated from observed gravity values.
 AE1329
 AE1329;                    North         East     Units Scale Factor Converg.
 AE1329;SPC TX S     - 5,134,757.709   220,798.151   MT  0.99989699   -0 21 43.0
 AE1329;SPC TX S     -16,846,284.25    724,401.93   sFT  0.99989699   -0 21 43.0
 AE1329;UTM  14      - 2,973,259.396   470,480.895   MT  0.99961076   -0 08 03.8
 AE1329
 AE1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1329!SPC TX S     -   0.99998592  x   0.99989699  =   0.99988291
 AE1329!UTM  14      -   0.99998592  x   0.99961076  =   0.99959669
 AE1329
 AE1329:                Primary Azimuth Mark                     Grid Az
 AE1329:SPC TX S     -  ZAPATA GULF CORP RADIO MAST              014 09 19.8
 AE1329:UTM  14      -  ZAPATA GULF CORP RADIO MAST              013 55 40.6
 AE1329
 AE1329|---------------------------------------------------------------------|
 AE1329| PID    Reference Object                     Distance      Geod. Az  |
 AE1329|                                                           dddmmss.s |
 AE1329| AE1656 ZAPATA GULF CORP RADIO MAST         APPROX. 8.4 KM 0134736.8 |
 AE1329| AE1654 ZAPATA MUN TANK                     APPROX. 4.0 KM 0412318.5 |
 AE1329| AE1655 ZAPATA LAKESHORE RESORT TANK        APPROX. 2.6 KM 0890213.3 |
 AE1329| CV3590 ZAPATA RM 4                                        1374920.0 |
 AE1329| AE1330 ZAPATA RM 2                           8.152 METERS 17203     |
 AE1329| AE1064 ZAPATA RM                             9.535 METERS 19411     |
 AE1329| AE1657 ZAPATA CHURCH STEEPLE               APPROX. 1.9 KM 2362752.7 |
 AE1329| AE1653 ZAPATA POST OFFICE FLAGPOLE         APPROX. 1.7 KM 2502253.7 |
 AE1329| AE1331 ZAPATA RM 3                          22.359 METERS 26132     |
 AE1329|---------------------------------------------------------------------|
 AE1329
 AE1329                          SUPERSEDED SURVEY CONTROL
 AE1329
 AE1329  ELLIP H (05/09/94)   89.76   (m)                       GP(       ) 4 2
 AE1329  NAD 83(1986)-  26 52 50.61333(N)    099 17 49.92397(W) AD(       ) 1
 AE1329  NAD 27      -  26 52 49.47200(N)    099 17 48.79000(W) AD(       ) 1
 AE1329  NAVD 88 (07/24/98)  112.67   (m)          369.7    (f) LEVELING    3  
 AE1329  NAVD 88 (05/09/94)  112.67   (m)          369.7    (f) LEVELING    3  
 AE1329  NGVD 29 (10/18/91)  112.70   (m)          369.7    (f) LEVELING    3  
 AE1329
 AE1329.Superseded values are not recommended for survey control.
 AE1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1329.See file dsdata.txt to determine how the superseded data were derived.
 AE1329
 AE1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ7048173259(NAD 83)
 AE1329_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1329_SP_SET: CONCRETE POST
 AE1329_STAMPING: ZAPATA 1917 1974
 AE1329_MARK LOGO: NGS   
 AE1329_PROJECTION: RECESSED 46 CENTIMETERS
 AE1329_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1329+STABILITY: SURFACE MOTION
 AE1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1329+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1998
 AE1329
 AE1329  HISTORY     - Date     Condition        Report By
 AE1329  HISTORY     - 1917     MONUMENTED       NGS
 AE1329  HISTORY     - 1927     GOOD             CGS
 AE1329  HISTORY     - 1932     GOOD             CGS
 AE1329  HISTORY     - 1939     GOOD             IBC
 AE1329  HISTORY     - 1942     GOOD             LOCSUR
 AE1329  HISTORY     - 1958     GOOD             AMS
 AE1329  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE1329  HISTORY     - 1981     GOOD             NGS
 AE1329  HISTORY     - 19910219 GOOD             NGS
 AE1329  HISTORY     - 19910219 GOOD             NGS
 AE1329  HISTORY     - 19930306 GOOD             NGS
 AE1329  HISTORY     - 19980227 GOOD             NGS
 AE1329
 AE1329                          STATION DESCRIPTION
 AE1329
 AE1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917 (CLG)
 AE1329'STATION IS ABOUT 1 MILE E OF THE TOWN OF ZAPATA, 20 METERS
 AE1329'(66 FEET) S OF THE MILITARY ROAD, ON TOP OF THE HIGHEST
 AE1329'POINT IN THE VICINITY AND WHERE THE ROAD LEADING NE BRANCHES
 AE1329'FROM THE MILITARY ROAD.
 AE1329'
 AE1329'SURFACE STATION MARK AND REFERENCE MARKS ARE STANDARD BRONZE
 AE1329'DISKS SET IN BLOCKS OF CONCRETE.
 AE1329'
 AE1329'UNDERGROUND MARK IS A NAIL IN BLOCK OF CONCRETE.
 AE1329'
 AE1329'REFERENCE MARK IS 9.535 METERS (31.28 FEET) FROM STATION
 AE1329'S 14 DEG 11 MIN W.
 AE1329
 AE1329                          STATION RECOVERY (1927)
 AE1329
 AE1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 AE1329'SURFACE MARK RECOVERED AS DESCRIBED AND STAMPED
 AE1329'ZAPATA 1917 ELEV. 371.55 FT.
 AE1329'
 AE1329'REFERENCE MARK ALSO RECOVERED AND STAMPED ZAPATA 1917 ELEV.
 AE1329'371.14 FT.  THEY CORRESPOND TO B.M.S D 62 AND E 62.
 AE1329
 AE1329                          STATION RECOVERY (1932)
 AE1329
 AE1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AE1329'RECOVERED IN GOOD CONDITION, 12.5 FEET S OF S EDGE
 AE1329'OF ROAD CUT OF MILITARY ROAD (NOW STATE HIGHWAY), AT INTERSECTION
 AE1329'OF Y NE OF AGUILARES.
 AE1329'
 AE1329'ELEVATION OF B.M. D 62, 371.672 FEET.  AND OF B.M. E 62,
 AE1329'371.269 FEET.
 AE1329
 AE1329                          STATION RECOVERY (1939)
 AE1329
 AE1329'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939
 AE1329'WE FOUND SURFACE MARKS AS DESCRIBED, BUT NOTICED
 AE1329'SIGNS OF DISINTEGRATION OF THE CONCRETE OF THE SURFACE MARKS,
 AE1329'APPARENTLY DUE TO THE FACT THAT THE MARKS WERE MADE WITH NEAT
 AE1329'CEMENT AND GRAVEL WITHOUT USING ANY SAND IN THE CONCRETE.  THE
 AE1329'CEMENT WAS CHECKING BADLY, AND THE SURFACE MARKS APPEARED
 AE1329'TO BE IN DANGER OF DESTRUCTION BY SPALLING.
 AE1329
 AE1329                          STATION RECOVERY (1942)
 AE1329
 AE1329'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 AE1329'RECOVERED BY GEOPHYSICAL SURVEYS.
 AE1329'
 AE1329'STATION RECOVERED IN GOOD CONDITION.
 AE1329
 AE1329                          STATION RECOVERY (1958)
 AE1329
 AE1329'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AE1329'THE STATION IS LOCATED ON THE HIGHEST POINT OF HILL, 2.4
 AE1329'AIRLINE MILES SOUTHWEST OF ZAPATA, TEXAS.  141 FEET SOUTHEAST
 AE1329'OF THE INTERSECTING CENTERLINES OF FARM ROAD 496 AND GRAVEL
 AE1329'ROAD SOUTH, 125 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 AE1329'GRAVEL ROAD AND 51 FEET SOUTH OF EAST-WEST DIM TRAIL.
 AE1329'
 AE1329'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 AE1329'AND IS STAMPED ZAPATA 1917.
 AE1329'
 AE1329'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 AE1329'AND IS STAMPED ZAPATA 1917.
 AE1329'
 AE1329'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND FARM
 AE1329'ROAD 496 IN ZAPATA, TEXAS.  GO SOUTHWEST ON FARM ROAD 496
 AE1329'FOR 2.5 MILES TO THE TOP OF HILL AND GRAVEL ROAD SOUTH AND
 AE1329'STATION SITE.
 AE1329
 AE1329                          STATION RECOVERY (1974)
 AE1329
 AE1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1329'THE UNDERGROUND STATION MARK WAS RECOVERED.  IT WAS A NAIL
 AE1329'IN A BLOCK OF CONCRETE.  THE REFERENCE MARK WAS NOT RECOVERED.
 AE1329'A NEW UNDERGROUND STATION MARK AND SURFACE MARK WAS SET,
 AE1329'HOLDING THE EXACT POINT AS THE OLD UNDERGROUND MARK.  REFERENCE
 AE1329'MARKS 2, 3 AND 4 WERE ESTABLISHED AT THIS TIME.  REFERENCE
 AE1329'MARK 4 WILL SERVE AS THE AZIMUTH MARK.  FOLLOWING IS A NEW
 AE1329'DESCRIPTION.
 AE1329'
 AE1329'STATION IS ABOUT 2 MILES SOUTH AND 1-1/2 MILES WEST OF ZAPATA,
 AE1329'2 MILES EAST OF THE U.S. AND MEXICO INTERNATIONAL BOUNDARY, ON
 AE1329'A BRUSH AND GRASS COVERED LOW HILL AND ON PROPERTY OF MANUEL
 AE1329'CUELLAR OF ZAPATA.
 AE1329'
 AE1329'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83,
 AE1329'STATE HIGHWAY 16, AND FARM ROAD 496 IN ZAPATA, GO WEST ON
 AE1329'ROAD 496 FOR 2.25 MILES TO A PAVED SIDE ROAD LEFT, FARM
 AE1329'ROAD 3074.  TURN LEFT AND GO SOUTHWEST ON ROAD 3074 FOR 0.05
 AE1329'MILE TO THE STATION ON THE RIGHT.
 AE1329'
 AE1329'TO REACH REFERENCE MARK 4 FROM THE STATION, GO SOUTHWEST AND
 AE1329'SOUTH ON FARM ROAD 3074 FOR 0.6 MILE TO A CATTLE GUARD AND
 AE1329'THE MARK ON THE LEFT.
 AE1329'
 AE1329'STATION MARKS ARE STANDARD DISKS, STAMPED ZAPATA 1917 1974.
 AE1329'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AE1329'CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.
 AE1329'IT IS 106 FEET SOUTH OF A FENCE, 68 FEET WEST OF THE CENTER
 AE1329'OF ROAD 3074 AND 7.5 FEET WEST OF A WITNESS POST AND FENCE.
 AE1329'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AE1329'42 INCHES BELOW THE GROUND SURFACE.
 AE1329'
 AE1329'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ZAPATA 1917
 AE1329'NO 2 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1329'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 63
 AE1329'FEET WEST OF THE CENTER OF ROAD 3074, 24.7 FEET SOUTH OF THE
 AE1329'WITNESS POST, 1.2 FEET WEST OF THE FENCE AND ABOUT 2 FEET
 AE1329'HIGHER THAN THE STATION.
 AE1329'
 AE1329'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ZAPATA 1917
 AE1329'NO 3 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1329'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 AE1329'80 FEET WEST OF THE FENCE AND WITNESS POST AND 3.5 FEET
 AE1329'NORTH OF A 6 INCH MESQUITE TREE.  IT IS ABOUT 1 FOOT HIGHER
 AE1329'THAN THE STATION.
 AE1329'
 AE1329'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ZAPATA 1917 NO 4
 AE1329'1974, CEMENTED IN A DRILL HOLE NEAR THE NORTH END OF THE
 AE1329'HEADWALL FOR THE CATTLE GUARD.  IT IS 17 FEET EAST OF THE CENTER
 AE1329'OF ROAD 3074 AND 2.3 FEET SOUTH OF A WITNESS POST.
 AE1329'
 AE1329'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AE1329'
 AE1329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SW
 AE1329'OF ZAPATA.
 AE1329
 AE1329                          STATION RECOVERY (1981)
 AE1329
 AE1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1329'3.6 KM (2.25 MI) SW FROM ZAPATA.
 AE1329'THE MARK IS 0.30 M ABOVE ROAD 3074.
 AE1329'RECOVERED THIS DATE, NEW DESCRIPTION, 3.6 KM (2.25 MI) SOUTHWEST
 AE1329'ALONG FARM ROAD 496 FROM THE JUNCTION OF U.S. HIGHWAY 83 IN ZAPATA, AT
 AE1329'THE JUNCTION OF FARM ROAD 3074, ABOUT 91 METERS (300 FT) SOUTHWEST OF
 AE1329'CENTER OF FARM ROAD, AND ON A LOW HILL, 20.7 METERS (68.0 FT) WEST OF
 AE1329'CENTER OF FARM ROAD 3074, 32.3 METERS (106.0 FT) SOUTH OF A FENCE
 AE1329'LINE, AND 2.3 METERS (7.5 FT) WEST OF A FENCE LINE.
 AE1329'THE MARK IS 2.3 METERS  W FROM A WITNESS POST.
 AE1329
 AE1329                          STATION RECOVERY (1991)
 AE1329
 AE1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AE1329'THE STATION IS LOCATED ABOUT 4.18 KM (2.60 MI) EAST-SOUTHEAST OF
 AE1329'ZAPATA ON THE INSIDE OF A BARBED WIRE FENCE LINE NEAR THE JUNCTION OF
 AE1329'FARM ROAD 496 AND COUNTY ROAD 3074. OWNERSHIP UNKNOWN.
 AE1329'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, STATE
 AE1329'HIGHWAY 16 AND FARM ROAD 496 IN ZAPATA, GO SOUTHWEST ON FARM ROAD 496
 AE1329'FOR 4.18 KM (2.60 MI) TO THE JUNCTION OF COUNTY ROAD 3074 ON THE LEFT
 AE1329'TURN LEFT, SOUTHERLY ON COUNTY ROAD 3074 FOR ABOUT 45.72 M
 AE1329'(150.00 FT) TO THE STATION ON THE RIGHT ON THE INSIDE OF A BARBED
 AE1329'WIRE FENCE.
 AE1329'THE STATION IS ABOUT 18-INCHES BELOW THE LEVEL OF THE GROUND LOCATED
 AE1329'20.72 M (67.98 FT) WEST OF THE CENTER OF COUNTY ROAD 3047, 16.9 M
 AE1329'(55.4 FT) SOUTHWEST OF THE METAL POST OF A ROAD SIGN (3074) AND 2.2 M
 AE1329'(7.2 FT) WEST OF A FIBERGLASS WITNESS POST AND A BARBED WIRE FENCE.
 AE1329
 AE1329                          STATION RECOVERY (1991)
 AE1329
 AE1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LDA)
 AE1329'THE STATION IS LOCATED ABOUT 4.18 KM (2.60 MI) EAST-SOUTHEAST OF
 AE1329'ZAPATA ON THE INSIDE OF A BARBED WIRE FENCE LINE NEAR THE JUNCTION OF
 AE1329'FARM ROAD 496 AND COUNTY ROAD 3074.  OWNERSHIP UNKNOWN.  TO REACH THE
 AE1329'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 83, STATE HIGHWAY 16 AND
 AE1329'FARM ROAD 496 IN ZAPATA, GO SOUTHWEST ON FARM ROAD 496 FOR 4.18 KM
 AE1329'(2.60 MI) TO THE JUNCTION OF COUNTY ROAD 3074 ON THE LEFT TURN LEFT,
 AE1329'SOUTHERLY ON COUNTY ROAD 3074 FOR ABOUT 45.72 M (150.00 FT) TO THE
 AE1329'STATION ON THE RIGHT ON THE INSIDE OF A BARBED WIRE FENCE.  THE
 AE1329'STATION IS ABOUT 18-INCHES BELOW THE LEVEL OF THE GROUND LOCATED 20.72
 AE1329'M (67.98 FT) WEST OF THE CENTER OF COUNTY ROAD 3047, 16.9 M (55.4 FT)
 AE1329'SOUTHWEST OF THE METAL POST OF A ROAD SIGN (3074) AND 2.2 M (7.2 FT)
 AE1329'WEST OF A FIBERGLASS WITNESS POST AND A BARBED WIRE FENCE.
 AE1329
 AE1329                          STATION RECOVERY (1993)
 AE1329
 AE1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AE1329'STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHWEST OF ZAPATA, ON A LOW
 AE1329'HILL COVERED WITH MESQUITE TREES AND BRUSH, 60 M (196.8 FT) SOUTH OF
 AE1329'A PAVED ROAD JUNCTION.  OWNERSHIP--UNKNOWN.
 AE1329'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83, STATE HIGHWAY 16, AND
 AE1329'FARM ROAD 496 IN ZAPATA, GO SOUTHWEST ON ROAD 496 FOR 3.99 KM
 AE1329'(2.45 MI) TO A PAVED ROAD LEFT.  TURN LEFT, EAST, ON FARM ROAD 3074
 AE1329'FOR 60 M (196.8 FT) TO THE STATION ON THE RIGHT.
 AE1329'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 35 CM
 AE1329'BELOW GROUND IN AN OPEN HOLE.  IT IS 2.2 M (7.2 FT) WEST OF A METAL
 AE1329'WITNESS POST IN THE FENCELINE, 26.1 M (85.6 FT) NORTHWEST OF THE
 AE1329'NORTH END OF A SMALL CONCRETE CULVERT HEADWALL, 8.1 M (26.6 FT)
 AE1329'NORTH-NORTHWEST OF REFERENCE MARK 2, 20.7 M (67.9 FT) WEST OF, AND
 AE1329'SLIGHTLY LOWER THAN THE ROAD CENTER, AND 23.4 M (76.8 FT) SOUTH OF A
 AE1329'T-FENCE CORNER THAT IS ALSO THE NORTH GATEPOST TO A WIRE GATE.
 AE1329
 AE1329                          STATION RECOVERY (1998)
 AE1329
 AE1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AE1329'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHWEST OF ZAPATA ON A
 AE1329'LOW HILL SOUTH FROM A PAVED ROAD JUNCTION, OUTSIDE OF THE ROAD
 AE1329'RIGHT-OF-WAY.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE
 AE1329'JUNCTION OF U.S. HIGHWAY 83, THE SOUTHWEST TERMINUS OF STATE HIGHWAY
 AE1329'16 AND THE NORTHEAST TERMINUS OF FARM ROAD 496 IN ZAPATA, GO SOUTHERLY
 AE1329'ON FARM ROAD 496 FOR 4.0 KM (2.50 MI) TO A PAVED ROAD ON THE LEFT.
 AE1329'TURN LEFT AND GO EAST ON FARM ROAD 3074 FOR ABOUT 60 M (196.8 FT) TO A
 AE1329'DIRT TRACK ROAD TO THE RIGHT OF A CURVE TO THE RIGHT AND THE STATION
 AE1329'ON THE RIGHT.  ACCESS TO THE STATION IS OVER A BARBBED WIRE FENCE AT A
 AE1329'BRACED CORNER.  THE STATION IS A HORIZONTAL CONTROL DISK SET IN TOP OF
 AE1329'A 30 CM ROUND CONCRETE MONUMENT.  IT IS 26.1 M (85.6 FT) NORTHWEST
 AE1329'FROM THE HEADWALL AT THE WEST END OF A 0.61 M (2.00 FT) DIAMETER
 AE1329'CONCRETE CULVERT, 22.3 M (73.2 FT) EAST FROM ZAPATA RM 3, 8.1 M (26.6
 AE1329'FT) NORTH FROM ZAPATA RM 2 AND 2.2 M (7.2 FT) WEST FROM A METAL
 AE1329'WITNESS POST AT A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1064 ***********************************************************************
 AE1064  DESIGNATION -  ZAPATA RM
 AE1064  PID         -  AE1064
 AE1064  STATE/COUNTY-  TX/ZAPATA
 AE1064  USGS QUAD   -  ZAPATA (1979)
 AE1064
 AE1064                         *CURRENT SURVEY CONTROL
 AE1064  ___________________________________________________________________
 AE1064* NAD 83(1986)-  26 52 50.     (N)    099 17 49.     (W)     SCALED    
 AE1064* NAVD 88     -       113.115  (meters)     371.11   (feet)  POSTED    
 AE1064  ___________________________________________________________________
 AE1064  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1064  DYNAMIC HT  -         112.930 (meters)     370.50  (feet)  COMP
 AE1064  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 AE1064
 AE1064  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE1064
 AE1064.The horizontal coordinates were scaled from a topographic map and have
 AE1064.an estimated accuracy of +/- 6 seconds.
 AE1064
 AE1064.The orthometric height was determined by differential leveling
 AE1064.and adjusted by the National Geodetic Survey in 1992..
 AE1064.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE1064.rate of 0.0 thru 1.0 mm/km.
 AE1064.WARNING-Repeat measurements at this control monument indicate possible
 AE1064.vertical movement.
 AE1064
 AE1064.The geoid height was determined by GEOID03.
 AE1064
 AE1064.The dynamic height is computed by dividing the NAVD 88
 AE1064.geopotential number by the normal gravity value computed on the
 AE1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1064.degrees latitude (g = 980.6199 gals.).
 AE1064
 AE1064.The modeled gravity was interpolated from observed gravity values.
 AE1064
 AE1064;                    North         East    Units  Estimated Accuracy
 AE1064;SPC TX S     - 5,134,740.      220,830.      MT  (+/- 180 meters Scaled)
 AE1064
 AE1064                          SUPERSEDED SURVEY CONTROL
 AE1064
 AE1064  NGVD 29 (??/??/92)  113.172  (m)          371.30   (f) ADJ UNCH    1 2
 AE1064
 AE1064.Superseded values are not recommended for survey control.
 AE1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1064.See file dsdata.txt to determine how the superseded data were derived.
 AE1064
 AE1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ705732(NAD 83)
 AE1064_MARKER: DR = REFERENCE MARK DISK
 AE1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1064_STAMPING: ZAPATA 1917 ELEV 371.269 FT
 AE1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1064+STABILITY: SURFACE MOTION
 AE1064
 AE1064  HISTORY     - Date     Condition        Report By
 AE1064  HISTORY     - 1917     MONUMENTED       CGS
 AE1064  HISTORY     - 1956     GOOD             NGS
 AE1064
 AE1064                          STATION DESCRIPTION
 AE1064
 AE1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1064'2.7 MI SW FROM ZAPATA.
 AE1064'2.7 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1064'ZAPATA, 112 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH,
 AE1064'31.3 FEET SOUTH OF TRIANGULATION STATION D 62 = ZAPATA, SET IN THE TOP
 AE1064'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1330 ***********************************************************************
 AE1330  DESIGNATION -  ZAPATA RM 2
 AE1330  PID         -  AE1330
 AE1330  STATE/COUNTY-  TX/ZAPATA
 AE1330  USGS QUAD   -  ZAPATA (1979)
 AE1330
 AE1330                         *CURRENT SURVEY CONTROL
 AE1330  ___________________________________________________________________
 AE1330* NAD 83(1986)-  26 52 48.     (N)    099 17 51.     (W)     SCALED    
 AE1330* NAVD 88     -       113.153  (meters)     371.24   (feet)  ADJUSTED  
 AE1330  ___________________________________________________________________
 AE1330  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1330  DYNAMIC HT  -         112.970 (meters)     370.64  (feet)  COMP
 AE1330  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 AE1330
 AE1330  VERT ORDER  -  FIRST     CLASS II
 AE1330
 AE1330.The horizontal coordinates were scaled from a topographic map and have
 AE1330.an estimated accuracy of +/- 6 seconds.
 AE1330
 AE1330.The orthometric height was determined by differential leveling
 AE1330.and adjusted by the National Geodetic Survey in June 1991..
 AE1330
 AE1330.The geoid height was determined by GEOID03.
 AE1330
 AE1330.The dynamic height is computed by dividing the NAVD 88
 AE1330.geopotential number by the normal gravity value computed on the
 AE1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1330.degrees latitude (g = 980.6199 gals.).
 AE1330
 AE1330.The modeled gravity was interpolated from observed gravity values.
 AE1330
 AE1330;                    North         East    Units  Estimated Accuracy
 AE1330;SPC TX S     - 5,134,680.      220,770.      MT  (+/- 180 meters Scaled)
 AE1330
 AE1330                          SUPERSEDED SURVEY CONTROL
 AE1330
 AE1330.No superseded survey control is available for this station.
 AE1330
 AE1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ704731(NAD 83)
 AE1330_MARKER: DR = REFERENCE MARK DISK
 AE1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1330_SP_SET: CONCRETE POST
 AE1330_STAMPING: ZAPATA 1917 NO 2 1974
 AE1330_MARK LOGO: NGS   
 AE1330_PROJECTION: PROJECTING 15 CENTIMETERS
 AE1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1330+STABILITY: SURFACE MOTION
 AE1330
 AE1330  HISTORY     - Date     Condition        Report By
 AE1330  HISTORY     - 1974     MONUMENTED       NGS
 AE1330  HISTORY     - 1981     GOOD             NGS
 AE1330
 AE1330                          STATION DESCRIPTION
 AE1330
 AE1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1330'3.6 KM (2.25 MI) SW FROM ZAPATA.
 AE1330'RECOVERED THIS DATE, NEW DESCRIPTION, 3.6 KM (2.25 MI) SOUTHWEST ALONG
 AE1330'FARM ROAD 496 FROM THE JUNCTION OF U.S. HIGHWAY 83 IN ZAPATA, AT THE
 AE1330'JUNCTION OF FARM ROAD 3074, ON A LOW HILL AND ABOUT 91 METERS (300 FT)
 AE1330'SOUTHWEST OF CENTER OF FARM ROAD 496, 19.2 METERS (63.0 FT) WEST OF
 AE1330'CENTER OF FARM ROAD 3074, 0.36 METERS (1.2 FT) WEST OF A FENCE,
 AE1330'8.1 METERS (26.7 FT) SOUTH OF TRIANGULATION STATION ZAPATA, AND
 AE1330'22.4 METERS (73.4 FT) EAST SOUTHEAST OF RM 3.
 AE1330'THE MARK IS 7.5 METERS  S FROM A WITNESS POST.
 AE1330'THE MARK IS 0.30 M ABOVE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1331 ***********************************************************************
 AE1331  DESIGNATION -  ZAPATA RM 3
 AE1331  PID         -  AE1331
 AE1331  STATE/COUNTY-  TX/ZAPATA
 AE1331  USGS QUAD   -  ZAPATA (1979)
 AE1331
 AE1331                         *CURRENT SURVEY CONTROL
 AE1331  ___________________________________________________________________
 AE1331* NAD 83(1986)-  26 52 48.     (N)    099 17 51.     (W)     SCALED    
 AE1331* NAVD 88     -       112.963  (meters)     370.61   (feet)  ADJUSTED  
 AE1331  ___________________________________________________________________
 AE1331  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1331  DYNAMIC HT  -         112.780 (meters)     370.01  (feet)  COMP
 AE1331  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 AE1331
 AE1331  VERT ORDER  -  FIRST     CLASS II
 AE1331
 AE1331.The horizontal coordinates were scaled from a topographic map and have
 AE1331.an estimated accuracy of +/- 6 seconds.
 AE1331
 AE1331.The orthometric height was determined by differential leveling
 AE1331.and adjusted by the National Geodetic Survey in June 1991..
 AE1331
 AE1331.The geoid height was determined by GEOID03.
 AE1331
 AE1331.The dynamic height is computed by dividing the NAVD 88
 AE1331.geopotential number by the normal gravity value computed on the
 AE1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1331.degrees latitude (g = 980.6199 gals.).
 AE1331
 AE1331.The modeled gravity was interpolated from observed gravity values.
 AE1331
 AE1331;                    North         East    Units  Estimated Accuracy
 AE1331;SPC TX S     - 5,134,680.      220,770.      MT  (+/- 180 meters Scaled)
 AE1331
 AE1331                          SUPERSEDED SURVEY CONTROL
 AE1331
 AE1331.No superseded survey control is available for this station.
 AE1331
 AE1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ704731(NAD 83)
 AE1331_MARKER: DR = REFERENCE MARK DISK
 AE1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1331_SP_SET: CONCRETE POST
 AE1331_STAMPING: ZAPATA 1917 NO 3 1974
 AE1331_MARK LOGO: NGS   
 AE1331_PROJECTION: PROJECTING 15 CENTIMETERS
 AE1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1331+STABILITY: SURFACE MOTION
 AE1331
 AE1331  HISTORY     - Date     Condition        Report By
 AE1331  HISTORY     - 1974     MONUMENTED       NGS
 AE1331  HISTORY     - 1981     GOOD             NGS
 AE1331
 AE1331                          STATION DESCRIPTION
 AE1331
 AE1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1331'3.6 KM (2.25 MI) SW FROM ZAPATA.
 AE1331'RECOVERED THIS DATE, NEW DESCRIPTION, 3.6 KM (2.25 MI) SOUTHWEST ALONG
 AE1331'FARM ROAD 496 FROM THE JUNCTION OF U.S. HIGHWAY 83 IN ZAPATA, AT THE
 AE1331'JUNCTION OF FARM ROAD 3074, ON A LOW HILL AND ABOUT 91 METERS (300 FT)
 AE1331'SOUTHWEST OF CENTER OF FARM ROAD 496, 24.4 METERS (80.0 FT) WEST OF A
 AE1331'FENCE, 1.1 METERS (3.5 FT) NORTH OF A SIX INCH MESQUITE TREE, AND
 AE1331'22.4 METERS (73.4 FT) WEST OF TRIANGULATION STATION ZAPATA.
 AE1331'THE MARK IS 24.4 METERS  W FROM A WITNESS POST.
 AE1331'THE MARK IS 0.30 M ABOVE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2816 ***********************************************************************
 CS2816  DESIGNATION -  ZDB 204201
 CS2816  PID         -  CS2816
 CS2816  STATE/COUNTY-  TX/DALLAS
 CS2816  USGS QUAD   -  DUNCANVILLE (1981)
 CS2816
 CS2816                         *CURRENT SURVEY CONTROL
 CS2816  ___________________________________________________________________
 CS2816* NAD 83(1993)-  32 43 35.38599(N)    096 58 24.43054(W)     ADJUSTED  
 CS2816* NAVD 88     -       148.36   (+/-2cm)     486.7    (feet)  VERTCON   
 CS2816  ___________________________________________________________________
 CS2816  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CS2816  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CS2816
 CS2816  HORZ ORDER  -  SECOND
 CS2816  VERT ORDER  -  ? (See Below)
 CS2816
 CS2816.The horizontal coordinates were established by classical geodetic methods
 CS2816.and adjusted by the National Geodetic Survey in February 1996..
 CS2816
 CS2816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2816.The vertical order pertains to the NGVD 29 superseded value.
 CS2816
 CS2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2816
 CS2816.The geoid height was determined by GEOID03.
 CS2816
 CS2816;                    North         East     Units Scale Factor Converg.
 CS2816;SPC TXNC     - 2,118,563.996   743,078.288   MT  0.99988862   +0 49 57.3
 CS2816;SPC TXNC     - 6,950,655.38  2,437,916.02   sFT  0.99988862   +0 49 57.3
 CS2816;UTM  14      - 3,622,783.135   689,910.094   MT  1.00004473   +1 05 45.4
 CS2816
 CS2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2816!SPC TXNC     -   0.99998095  x   0.99988862  =   0.99986957
 CS2816!UTM  14      -   0.99998095  x   1.00004473  =   1.00002568
 CS2816
 CS2816:                Primary Azimuth Mark                     Grid Az
 CS2816:SPC TXNC     -  LAKELAND                                 282 13 36.5
 CS2816:UTM  14      -  LAKELAND                                 281 57 48.4
 CS2816
 CS2816|---------------------------------------------------------------------|
 CS2816| PID    Reference Object                     Distance      Geod. Az  |
 CS2816|                                                           dddmmss.s |
 CS2816| CS1132 LAKELAND                            467.558 METERS 2830333.8 |
 CS2816| CS2814 GRAND PRAIRIE N AM AVN PLT TK       APPROX. 2.1 KM 3260716.1 |
 CS2816|---------------------------------------------------------------------|
 CS2816
 CS2816                          SUPERSEDED SURVEY CONTROL
 CS2816
 CS2816  NAD 83(1986)-  32 43 35.39172(N)    096 58 24.41297(W) AD(       ) 2
 CS2816  NAD 27      -  32 43 34.91750(N)    096 58 23.39410(W) AD(       ) 2
 CS2816  NGVD 29 (??/??/92)  148.382  (m)          486.82   (f) ADJ UNCH    ?  
 CS2816
 CS2816.Superseded values are not recommended for survey control.
 CS2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2816.See file dsdata.txt to determine how the superseded data were derived.
 CS2816
 CS2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8991022783(NAD 83)
 CS2816_MARKER: DD = SURVEY DISK
 CS2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2816
 CS2816  HISTORY     - Date     Condition        Report By
 CS2816  HISTORY     - 1966     MONUMENTED       CGS
 CS2816
 CS2816                          STATION DESCRIPTION
 CS2816
 CS2816'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 CS2816'THE STATION IS ON THE PROPERTY OF THE DALLAS NAVAL AIR STATION
 CS2816'AND IS 4.9 MILES WEST OF COCKRELL HILL CITY HALL, 2.4 MILES
 CS2816'SOUTHEAST OF GRAND PRAIRIE CITY HALL, 2.15 MILES WEST OF
 CS2816'MOUNTAIN CREEK POWER PLANT, 1.3 MILES SOUTH OF EAST JEFFERSON
 CS2816'STREET, 1.15 MILES SOUTH-SOUTHWEST OF HENSLEY FIELD CONTROL
 CS2816'TOWER AND 1100 FEET WEST OF THE AIRPORT RUNWAY.
 CS2816'
 CS2816'TO REACH THE STATION FROM THE DALLAS NAVAL AIR STATION MAIN
 CS2816'GATE, GO SOUTH ON A PAVED STREET FOR 0.1 MILE TO A T-INTERSECTION.
 CS2816'TURN RIGHT, WEST, ON A PAVED STREET FOR 0.1 MILE TO A SIDE
 CS2816'ROAD LEFT.  TURN LEFT, SOUTH, ON A PAVED STREET FOR 0.1
 CS2816'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, WEST, ON A PAVED
 CS2816'STREET BETWEEN BUILDINGS NO. 21 AND NO. 38 FOR 0.1 MILE
 CS2816'TO WHERE THE STREET TURNS LEFT.  TURN LEFT, SOUTH, ON THE
 CS2816'PAVED STREET AROUND THE SOUTHERLY EDGE OF THE BASE FOR 2.2
 CS2816'MILES TO A FORK.  TURN LEFT, SOUTHWEST AND SOUTH, ON A BLADED
 CS2816'ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT, SOUTH, SIDE
 CS2816'OF THE ROAD.
 CS2816'
 CS2816'THE STATION MARK IS A PLAIN BRASS DISK, STAMPED ZDB 204201
 CS2816'1966, SET IN THE TOP OF AN 11-INCH CIRCULAR CONCRETE MONUMENT
 CS2816'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 CS2816'IS 125 YARDS SOUTH OF A LARGE MOUND OF DIRT, 35 FEET SOUTH
 CS2816'OF THE CENTER OF THE BLADED ROAD AND 2.5 FEET WEST OF A
 CS2816'LARGE WOODEN TARGET POLE THAT PROJECTS 40 FEET ABOVE THE
 CS2816'SURFACE OF THE GROUND.
 CS2816'
 CS2816'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1149 ***********************************************************************
 CS1149  DESIGNATION -  ZDB 204201 C
 CS1149  PID         -  CS1149
 CS1149  STATE/COUNTY-  TX/DALLAS
 CS1149  USGS QUAD   -  DUNCANVILLE (1981)
 CS1149
 CS1149                         *CURRENT SURVEY CONTROL
 CS1149  ___________________________________________________________________
 CS1149* NAD 83(1986)-  32 43 33.     (N)    096 58 20.     (W)     SCALED    
 CS1149* NAVD 88     -       162.375  (meters)     532.73   (feet)  ADJUSTED  
 CS1149  ___________________________________________________________________
 CS1149  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CS1149  DYNAMIC HT  -         162.188 (meters)     532.11  (feet)  COMP
 CS1149  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 CS1149
 CS1149  VERT ORDER  -  SECOND    CLASS 0
 CS1149
 CS1149.The horizontal coordinates were scaled from a topographic map and have
 CS1149.an estimated accuracy of +/- 6 seconds.
 CS1149
 CS1149.The orthometric height was determined by differential leveling
 CS1149.and adjusted by the National Geodetic Survey in June 1991..
 CS1149
 CS1149.The geoid height was determined by GEOID03.
 CS1149
 CS1149.The dynamic height is computed by dividing the NAVD 88
 CS1149.geopotential number by the normal gravity value computed on the
 CS1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1149.degrees latitude (g = 980.6199 gals.).
 CS1149
 CS1149.The modeled gravity was interpolated from observed gravity values.
 CS1149
 CS1149;                    North         East    Units  Estimated Accuracy
 CS1149;SPC TXNC     - 2,118,490.      743,200.      MT  (+/- 180 meters Scaled)
 CS1149
 CS1149                          SUPERSEDED SURVEY CONTROL
 CS1149
 CS1149  NGVD 29 (??/??/92)  162.427  (m)          532.90   (f) ADJ UNCH    2 0
 CS1149
 CS1149.Superseded values are not recommended for survey control.
 CS1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1149.See file dsdata.txt to determine how the superseded data were derived.
 CS1149
 CS1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB900227(NAD 83)
 CS1149_MARKER: DB = BENCH MARK DISK
 CS1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1149_SP_SET: CONCRETE
 CS1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1149
 CS1149  HISTORY     - Date     Condition        Report By
 CS1149  HISTORY     - UNK      MONUMENTED       CGS
 CS1149  HISTORY     - 1966     GOOD             NGS
 CS1149
 CS1149                          STATION DESCRIPTION
 CS1149
 CS1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1149'2.4 MI SE FROM GRAND PRAIRIE.
 CS1149'FROM THE CITY HALL IN GRAND PRAIRIE GO EAST FOR 1 BLOCK TO NW 2ND
 CS1149'STREET, THENCE SOUTH FOR 1 BLOCK TO JEFFERSON BOULEVARD, THENCE EAST
 CS1149'FOR 2.35 MILES TO THE MOST WESTERLY GATE (NOT NORMALLY USED FOR AN
 CS1149'ENTRANCE) OF DALLAS, NAVAL AIR STATION, THENCE SOUTH FOR 0.25 MILE TO
 CS1149'TAXIWAY SOUTH OF THE CONTROL TOWER, THENCE WEST FOR 0.3 MILE TO WEST
 CS1149'EDGE OF INTERSECTION OF RUNWAYS, THENCE SOUTH FOR 0.8 MILE TO AN
 CS1149'EAST-WEST ROAD, THENCE WEST FOR 0.1 MILE TO BLADED ROAD LEFT, THENCE
 CS1149'SOUTHWEST FOR 0.25 MILE TO A POLE AND TARGET.  THE POINT IS THE CENTER
 CS1149'OF A BOLT PROTRUDING FROM THE CENTER OF A ZERO DELAY BEACON, WHICH IS
 CS1149'A ROUND, RED OBJECT SECURED TO THE TOP OF A GUYED POLE.  THE END OF
 CS1149'THE BOLT IS DIRECTLY ABOVE A PLAIN BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1148 ***********************************************************************
 CS1148  DESIGNATION -  ZDB 204201 M
 CS1148  PID         -  CS1148
 CS1148  STATE/COUNTY-  TX/DALLAS
 CS1148  USGS QUAD   -  DUNCANVILLE (1981)
 CS1148
 CS1148                         *CURRENT SURVEY CONTROL
 CS1148  ___________________________________________________________________
 CS1148* NAD 83(1986)-  32 43 33.     (N)    096 58 20.     (W)     SCALED    
 CS1148* NAVD 88     -       148.331  (meters)     486.65   (feet)  ADJUSTED  
 CS1148  ___________________________________________________________________
 CS1148  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CS1148  DYNAMIC HT  -         148.159 (meters)     486.08  (feet)  COMP
 CS1148  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 CS1148
 CS1148  VERT ORDER  -  SECOND    CLASS 0
 CS1148
 CS1148.The horizontal coordinates were scaled from a topographic map and have
 CS1148.an estimated accuracy of +/- 6 seconds.
 CS1148
 CS1148.The orthometric height was determined by differential leveling
 CS1148.and adjusted by the National Geodetic Survey in June 1991..
 CS1148
 CS1148.The geoid height was determined by GEOID03.
 CS1148
 CS1148.The dynamic height is computed by dividing the NAVD 88
 CS1148.geopotential number by the normal gravity value computed on the
 CS1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1148.degrees latitude (g = 980.6199 gals.).
 CS1148
 CS1148.The modeled gravity was interpolated from observed gravity values.
 CS1148
 CS1148;                    North         East    Units  Estimated Accuracy
 CS1148;SPC TXNC     - 2,118,490.      743,200.      MT  (+/- 180 meters Scaled)
 CS1148
 CS1148                          SUPERSEDED SURVEY CONTROL
 CS1148
 CS1148  NGVD 29 (??/??/92)  148.38   (m)          486.8    (f) COMPUTED    2 0
 CS1148
 CS1148.Superseded values are not recommended for survey control.
 CS1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1148.See file dsdata.txt to determine how the superseded data were derived.
 CS1148
 CS1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB900227(NAD 83)
 CS1148_MARKER: DB = BENCH MARK DISK
 CS1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1148_SP_SET: MONUMENT
 CS1148_STAMPING: ZDB 204201 1966
 CS1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1148
 CS1148  HISTORY     - Date     Condition        Report By
 CS1148  HISTORY     - 1966     MONUMENTED       CGS
 CS1148
 CS1148                          STATION DESCRIPTION
 CS1148
 CS1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1148'2.4 MI SE FROM GRAND PRAIRIE.
 CS1148'FROM THE CITY HALL IN GRAND PRAIRIE GO EAST FOR 1 BLOCK TO NW 2ND
 CS1148'STREET, THENCE SOUTH FOR 1 BLOCK TO JEFFERSON BOULEVARD, THENCE EAST
 CS1148'FOR 2.35 MILES TO THE MOST WESTERLY GATE (NOT NORMALLY USED FOR AN
 CS1148'ENTRANCE) OF DALLAS, NAVAL AIR STATION, THENCE SOUTH FOR 0.25 MILE TO
 CS1148'TAXIWAY SOUTH OF THE CONTROL TOWER, THENCE WEST FOR 0.3 MILE TO WEST
 CS1148'EDGE OF INTERSECTION OF RUNWAYS, THENCE SOUTH FOR 0.8 MILE TO AN
 CS1148'EAST-WEST ROAD, THENCE WEST FOR 0.1 MILE TO BLADED ROAD LEFT, THENCE
 CS1148'SOUTH-WEST FOR 0.25 MILE TO A POLE AND MARK.  THE MARK IS 35 FEET
 CS1148'SOUTH OF THE CENTER LINE OF THE BLADED ROAD AND 2.5 FEET WEST OF A
 CS1148'POLE.  MARK IS SET IN THE TOP OF A CONCRETE MONUMENT 11 INCHES IN
 CS1148'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0641 ***********************************************************************
 AO0641  DESIGNATION -  ZELLA
 AO0641  PID         -  AO0641
 AO0641  STATE/COUNTY-  TX/MCMULLEN
 AO0641  USGS QUAD   -  ZELLA (1968)
 AO0641
 AO0641                         *CURRENT SURVEY CONTROL
 AO0641  ___________________________________________________________________
 AO0641* NAD 83(1993)-  28 37 20.74166(N)    098 47 20.68941(W)     ADJUSTED  
 AO0641* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 AO0641  ___________________________________________________________________
 AO0641  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AO0641  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AO0641
 AO0641  HORZ ORDER  -  FIRST
 AO0641
 AO0641.The horizontal coordinates were established by classical geodetic methods
 AO0641.and adjusted by the National Geodetic Survey in February 1996..
 AO0641
 AO0641.The orthometric height was scaled from a topographic map.
 AO0641
 AO0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0641
 AO0641.The geoid height was determined by GEOID03.
 AO0641
 AO0641;                    North         East     Units Scale Factor Converg.
 AO0641;SPC TXSC     - 4,087,473.477   620,624.767   MT  0.99993996   +0 06 12.0
 AO0641;SPC TXSC     -13,410,319.23  2,036,166.42   sFT  0.99993996   +0 06 12.0
 AO0641;UTM  14      - 3,166,173.252   520,617.792   MT  0.99960525   +0 06 03.7
 AO0641
 AO0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0641!SPC TXSC     -   0.99998150  x   0.99993996  =   0.99992146
 AO0641!UTM  14      -   0.99998150  x   0.99960525  =   0.99958676
 AO0641
 AO0641|---------------------------------------------------------------------|
 AO0641| PID    Reference Object                     Distance      Geod. Az  |
 AO0641|                                                           dddmmss.s |
 AO0641| CV5913 ZELLA RM 1                           23.535 METERS 02727     |
 AO0641| CV5912 ZELLA AZ MK                                        0343033.0 |
 AO0641| CV5914 ZELLA RM 2                           23.495 METERS 15640     |
 AO0641|---------------------------------------------------------------------|
 AO0641
 AO0641                          SUPERSEDED SURVEY CONTROL
 AO0641
 AO0641  NAD 83(1986)-  28 37 20.74471(N)    098 47 20.66672(W) AD(       ) 1
 AO0641  NAD 27      -  28 37 19.80000(N)    098 47 19.57700(W) AD(       ) 1
 AO0641
 AO0641.Superseded values are not recommended for survey control.
 AO0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0641.See file dsdata.txt to determine how the superseded data were derived.
 AO0641
 AO0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS2061866173(NAD 83)
 AO0641_MARKER: DS = TRIANGULATION STATION DISK
 AO0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0641
 AO0641  HISTORY     - Date     Condition        Report By
 AO0641  HISTORY     - 1952     MONUMENTED       CGS
 AO0641  HISTORY     - 1953     GOOD             CGS
 AO0641  HISTORY     - 1960     GOOD             CGS
 AO0641
 AO0641                          STATION DESCRIPTION
 AO0641
 AO0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0641'THE STATION IS LOCATED ABOUT 12 MILES AIR LINE NORTH OF FOWLERTON.
 AO0641'2 MILES SOUTH OF THE MC MULLEN-ATASCOSA COUNTY LINE.  1/2 MILE
 AO0641'WEST OF STATE HIGHWAY 97 AND IN A BRUSH FREE AREA WHERE A CHURCH
 AO0641'ONCE STOOD.
 AO0641'
 AO0641'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 AND
 AO0641'FARM ROAD 63, WHICH IS 18 MILES WEST OF TILDEN AND JUST NORTH
 AO0641'OF FOWLERTON, GO NORTH ON STATE HIGHWAY 97 FOR 4.5 MILES TO
 AO0641'ZELLA ON THE LEFT OF THE ROAD.  CONTINUE NORTH ON STATE HIGHWAY
 AO0641'97 FOR 4.2 MILES TO A DIM TRACK ROAD LEFT AT THE SOUTH END
 AO0641'OF A CONCRETE CULVERT.  TURN LEFT, WEST, FOR ABOUT 40 YARDS,
 AO0641'CROSSING THE RAILROAD TRACKS, THEN BEAR RIGHT, FOLLOWING THE
 AO0641'TRACK ROAD FOR 0.1 MILE TO A FORK.  KEEP LEFT AND FOLLOW THE
 AO0641'TRACK ROAD 0.4 MILE TO A WINDMILL AND RESERVOIR, AND THE
 AO0641'STATION 60 YARDS NORTHEAST OF THE WINDMILL.  TO REACH THE
 AO0641'AZIMUTH MARK FROM THE POINT WHERE THE TRACK ROAD JOINS STATE
 AO0641'HIGHWAY 97 AT THE SOUTH END OF THE CONCRETE CULVERT, GO
 AO0641'NORTH ON STATE HIGHWAY 97 FOR 0.7 MILE TO A FLAT SPOT ON A
 AO0641'SIDE HILL, AND THE AZIMUTH MARK ON THE RIGHT, 45 FEET EAST OF
 AO0641'THE CENTER LINE.
 AO0641'
 AO0641'THE STATION MARK, STAMPED ZELLA 1952, IS A BRONZE DISK SET IN A
 AO0641'ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 45 YARDS
 AO0641'NORTH OF THE NORTHEAST CORNER OF THE RESERVOIR AND 6 FEET SOUTH
 AO0641'OF A WHITE WITNESS POST.
 AO0641'
 AO0641'REFERENCE MARK NO. 1, STAMPED ZELLA NO 1 1952, IS A BRONZE DISK
 AO0641'SET IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES AND IS AT
 AO0641'THE SAME ELEVATION AS THE STATION.
 AO0641'
 AO0641'REFERENCE MARK NO. 2, STAMPED ZELLA NO 2 1952, IS A BRONZE
 AO0641'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES AND
 AO0641'IS 40 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE RESERVOIR.
 AO0641'
 AO0641'THE AZIMUTH MARK, STAMPED ZELLA 1952, IS A BRONZE DISK SET
 AO0641'IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 4
 AO0641'FEET NORTH OF A WHITE WITNESS POST AND 2 FEET WEST OF A FENCE LINE.
 AO0641
 AO0641                          STATION RECOVERY (1953)
 AO0641
 AO0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0641'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 AO0641'CONDITION, THE 1952 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 AO0641
 AO0641                          STATION RECOVERY (1960)
 AO0641
 AO0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (POC)
 AO0641'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARKS FOUND IN
 AO0641'GOOD CONDITION.  DESCRIPTION TO REACH STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0918 ***********************************************************************
 CA0918  DESIGNATION -  ZEPHYR
 CA0918  PID         -  CA0918
 CA0918  STATE/COUNTY-  TX/BROWN
 CA0918  USGS QUAD   -  ZEPHYR (1979)
 CA0918
 CA0918                         *CURRENT SURVEY CONTROL
 CA0918  ___________________________________________________________________
 CA0918* NAD 83(1993)-  31 41 19.53268(N)    098 48 46.17597(W)     ADJUSTED  
 CA0918* NAVD 88     -       475.642  (meters)    1560.50   (feet)  ADJUSTED  
 CA0918  ___________________________________________________________________
 CA0918  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CA0918  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CA0918  DYNAMIC HT  -         475.021 (meters)    1558.46  (feet)  COMP
 CA0918  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 CA0918
 CA0918  HORZ ORDER  -  FIRST
 CA0918  VERT ORDER  -  FIRST     CLASS II
 CA0918
 CA0918.The horizontal coordinates were established by classical geodetic methods
 CA0918.and adjusted by the National Geodetic Survey in February 1996..
 CA0918
 CA0918.The orthometric height was determined by differential leveling
 CA0918.and adjusted by the National Geodetic Survey in June 1991..
 CA0918
 CA0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0918
 CA0918.The geoid height was determined by GEOID03.
 CA0918
 CA0918.The dynamic height is computed by dividing the NAVD 88
 CA0918.geopotential number by the normal gravity value computed on the
 CA0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0918.degrees latitude (g = 980.6199 gals.).
 CA0918
 CA0918.The modeled gravity was interpolated from observed gravity values.
 CA0918
 CA0918;                    North         East     Units Scale Factor Converg.
 CA0918;SPC TX C     - 3,225,151.004   844,149.487   MT  0.99995352   +0 46 59.3
 CA0918;SPC TX C     -10,581,182.92  2,769,513.78   sFT  0.99995352   +0 46 59.3
 CA0918;UTM  14      - 3,505,953.052   517,738.997   MT  0.99960388   +0 05 54.0
 CA0918
 CA0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0918!SPC TX C     -   0.99992938  x   0.99995352  =   0.99988291
 CA0918!UTM  14      -   0.99992938  x   0.99960388  =   0.99953329
 CA0918
 CA0918:                Primary Azimuth Mark                     Grid Az
 CA0918:SPC TX C     -  ZEPHYR AZ MK                             124 17 40.0
 CA0918:UTM  14      -  ZEPHYR AZ MK                             124 58 45.3
 CA0918
 CA0918|---------------------------------------------------------------------|
 CA0918| PID    Reference Object                     Distance      Geod. Az  |
 CA0918|                                                           dddmmss.s |
 CA0918| CV5915 ZEPHYR AZ MK                                       1250439.3 |
 CA0918| CV5916 ZEPHYR RM 1                          16.355 METERS 15521     |
 CA0918| CV5917 ZEPHYR RM 2                          16.455 METERS 25636     |
 CA0918|---------------------------------------------------------------------|
 CA0918
 CA0918                          SUPERSEDED SURVEY CONTROL
 CA0918
 CA0918  NAD 83(1986)-  31 41 19.54357(N)    098 48 46.16033(W) AD(       ) 1
 CA0918  NAD 27      -  31 41 18.99549(N)    098 48 44.99428(W) AD(       ) 1
 CA0918  NGVD 29 (07/19/86)  475.1    (m)         1559.     (f) VERT ANG       
 CA0918
 CA0918.Superseded values are not recommended for survey control.
 CA0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0918.See file dsdata.txt to determine how the superseded data were derived.
 CA0918
 CA0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA1773905953(NAD 83)
 CA0918_MARKER: DS = TRIANGULATION STATION DISK
 CA0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0918_SP_SET: CONCRETE POST
 CA0918_STAMPING: ZEPHYR 1975
 CA0918_MARK LOGO: NGS   
 CA0918_PROJECTION: PROJECTING 5 CENTIMETERS
 CA0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0918+STABILITY: SURFACE MOTION
 CA0918
 CA0918  HISTORY     - Date     Condition        Report By
 CA0918  HISTORY     - 1975     MONUMENTED       NGS
 CA0918  HISTORY     - 1983     GOOD             NGS
 CA0918
 CA0918                          STATION DESCRIPTION
 CA0918
 CA0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA0918'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH ON LINE.
 CA0918'
 CA0918'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST OF BROWNWOOD,
 CA0918'9 MILES SOUTH OF BLANKET AND 1-1/2 MILES NORTH OF ZEPHYR.  IT
 CA0918'IS ON LAND OWNED BY MRS. COBB.  PERMISSION WAS OBTAINED FROM
 CA0918'MR. T.M. LOVELACE WHO LIVES ACROSS THE ROAD FROM THE STATION.
 CA0918'
 CA0918'TO REACH THE STATION FROM THE POST OFFICE IN ZEPHYR, GO
 CA0918'WEST ON U.S. HIGHWAYS 84 AND 183 FOR 1.30 MILES TO THE AZIMUTH MARK
 CA0918'ON THE LEFT, CONTINUE WEST ON U.S. HIGHWAYS 84 AND 183 FOR 0.15
 CA0918'MILE TO A WIRE GATE ON THE RIGHT, JUST BEFORE REACHING THE TOP OF
 CA0918'HILL, TURN RIGHT, PASSING THROUGH GATE, THEN LEFT AND GO WEST
 CA0918'ALONG FENCELINE 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 CA0918'
 CA0918'STATION MARKS ARE STANDARD DISKS STAMPED ZEPHYR 1975.  THE
 CA0918'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CA0918'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 71 FEET
 CA0918'NORTHEAST OF POWER LINE POLE NUMBER P61 AND 37 FEET
 CA0918'NORTH-NORTHWEST OF A METAL WITNESS POST AND FENCELINE.  THE
 CA0918'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CA0918'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CA0918'
 CA0918'REFERENCE MARK 1, A STANDARD DISK STAMPED ZEPHYR NO 1 1975, IS
 CA0918'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CA0918'FLUSH WITH THE GROUND SURFACE.  IT IS 30 FEET EAST OF THE METAL
 CA0918'WITNESS POST AND 1 FOOT NORTH OF THE FENCELINE.
 CA0918'
 CA0918'REFERENCE MARK 2, A STANDARD DISK STAMPED ZEPHYR NO 2 1975, IS
 CA0918'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CA0918'FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET EAST OF POWER LINE
 CA0918'POLE NUMBER P61 AND 1 FOOT NORTH OF A FENCELINE.
 CA0918'
 CA0918'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ZEPHYR AZ
 CA0918'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CA0918'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET SOUTH OF THE
 CA0918'CENTER OF U.S. HIGHWAYS 84 AND 183, 39 FEET WEST OF A FENCE CORNER
 CA0918'AND 1 FOOT NORTH OF THE FENCELINE, AND METAL WITNESS POST.
 CA0918
 CA0918                          STATION RECOVERY (1983)
 CA0918
 CA0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0918'13.9 KM (8.65 MI) SE FROM EARLY.
 CA0918'13.9 KM (8.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS
 CA0918'JUNCTION WITH U.S. HIGHWAYS 67 AND 377 IN EARLY, 30.8 METERS (101.0
 CA0918'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.7 METERS (71.2 FT)
 CA0918'EAST OF A UTILITY POLE AND 10.9 METERS (35.8 FT) NORTHEAST OF A FENCE.
 CA0918'THE MARK IS 11.3 METERS  N FROM A WITNESS POST.
 CA0918'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0726 ***********************************************************************
 BN0726  DESIGNATION -  ZESCH ET
 BN0726  PID         -  BN0726
 BN0726  STATE/COUNTY-  TX/MASON
 BN0726  USGS QUAD   -  MASON (1979)
 BN0726
 BN0726                         *CURRENT SURVEY CONTROL
 BN0726  ___________________________________________________________________
 BN0726* NAD 83(1993)-  30 44 48.51981(N)    099 14 52.27535(W)     ADJUSTED  
 BN0726* NAVD 88     -       522.1    (meters)    1713.     (feet)  VERTCON   
 BN0726  ___________________________________________________________________
 BN0726  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BN0726  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BN0726
 BN0726  HORZ ORDER  -  THIRD
 BN0726
 BN0726.The horizontal coordinates were established by classical geodetic methods
 BN0726.and adjusted by the National Geodetic Survey in February 1996..
 BN0726
 BN0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0726
 BN0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0726
 BN0726.The geoid height was determined by GEOID03.
 BN0726
 BN0726;                    North         East     Units Scale Factor Converg.
 BN0726;SPC TX C     - 3,120,246.512   803,927.845   MT  0.99989156   +0 33 32.7
 BN0726;SPC TX C     -10,237,008.76  2,637,553.27   sFT  0.99989156   +0 33 32.7
 BN0726;UTM  14      - 3,401,569.023   476,276.009   MT  0.99960694   -0 07 36.2
 BN0726
 BN0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0726!SPC TX C     -   0.99992157  x   0.99989156  =   0.99981314
 BN0726!UTM  14      -   0.99992157  x   0.99960694  =   0.99952854
 BN0726
 BN0726:                Primary Azimuth Mark                     Grid Az
 BN0726:SPC TX C     -  MARBLE ET                                002 35 48.3
 BN0726:UTM  14      -  MARBLE ET                                003 16 57.2
 BN0726
 BN0726|---------------------------------------------------------------------|
 BN0726| PID    Reference Object                     Distance      Geod. Az  |
 BN0726|                                                           dddmmss.s |
 BN0726| BN0718 MARBLE ET                           APPROX. 6.7 KM 0030921.0 |
 BN0726|---------------------------------------------------------------------|
 BN0726
 BN0726                          SUPERSEDED SURVEY CONTROL
 BN0726
 BN0726  NAD 83(1986)-  30 44 48.52943(N)    099 14 52.26100(W) AD(       ) 3
 BN0726  NAD 27      -  30 44 47.89079(N)    099 14 51.06114(W) AD(       ) 3
 BN0726  NGVD 29 (07/19/86)  522.0    (m)         1713.     (f) VERT ANG       
 BN0726
 BN0726.Superseded values are not recommended for survey control.
 BN0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0726.See file dsdata.txt to determine how the superseded data were derived.
 BN0726
 BN0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7627601569(NAD 83)
 BN0726_MARKER: DD = SURVEY DISK
 BN0726_SETTING: 0 = UNSPECIFIED SETTING
 BN0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0726
 BN0726  HISTORY     - Date     Condition        Report By
 BN0726  HISTORY     - 1962     MONUMENTED       USGS
 BN0726  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0726
 BN0726                          STATION DESCRIPTION
 BN0726
 BN0726'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BN0726'LOCATED ABOUT 1.0 MI. (AIRLINE) W. OF COURTHOUSE AT MASON, TEXAS, ON
 BN0726'PROPERTY OF WALTER ZESCH.
 BN0726'
 BN0726'TO REACH STATION FROM COURTHOUSE AT MASON, TEXAS, DRIVE W. 0.7 MI.
 BN0726'ALONG EL PASO STREET AND S. ALONG RANCH ROAD 1871 TO T-RD., TURN W.
 BN0726'ON ISCHAR STREET AND GO 0.3 MI. W. UP RIDGE ONTO WALTER ZESCH PROPERTY
 BN0726'AND STATION.
 BN0726'
 BN0726'STATION MARK--STANDARD TABLET CEMENTED ON TOP OF CONCRETE POST
 BN0726'PROJECTING ABOUT 0.1 FT. ABOVE GROUND, STAMPED ---ZESCH-ET 1962---.
 BN0726
 BN0726                          STATION RECOVERY (1967)
 BN0726
 BN0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0726'NOT FOUND, MARK COULD HAVE BEEN MOVED
 BN0726'OR BURIED WHEN BULLDOZERS REMOVED BRUSH FROM THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3134 ***********************************************************************
 AA3134  DESIGNATION -  ZFW A
 AA3134  PID         -  AA3134
 AA3134  STATE/COUNTY-  TX/TARRANT
 AA3134  USGS QUAD   -  EULESS (1981)
 AA3134
 AA3134                         *CURRENT SURVEY CONTROL
 AA3134  ___________________________________________________________________
 AA3134* NAD 83(1993)-  32 49 53.64332(N)    097 04 02.56935(W)     ADJUSTED  
 AA3134* NAVD 88     -       169.251  (meters)     555.28   (feet)  ADJUSTED  
 AA3134  ___________________________________________________________________
 AA3134  X           -    -660,059.427 (meters)                     COMP
 AA3134  Y           -  -5,323,984.175 (meters)                     COMP
 AA3134  Z           -   3,438,354.618 (meters)                     COMP
 AA3134  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 AA3134  ELLIP HEIGHT-         141.99  (meters)          (10/23/00) GPS OBS
 AA3134  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA3134  DYNAMIC HT  -         169.056 (meters)     554.64  (feet)  COMP
 AA3134  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 AA3134
 AA3134  HORZ ORDER  -  A
 AA3134  VERT ORDER  -  FIRST     CLASS II
 AA3134  ELLP ORDER  -  FOURTH    CLASS II
 AA3134
 AA3134.The horizontal coordinates were established by GPS observations
 AA3134.and adjusted by the National Geodetic Survey in October 2000..
 AA3134
 AA3134.The orthometric height was determined by differential leveling
 AA3134.and adjusted by the National Geodetic Survey in April 2001..
 AA3134
 AA3134.Photographs are available for this station.
 AA3134
 AA3134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3134
 AA3134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3134
 AA3134.The ellipsoidal height was determined by GPS observations
 AA3134.and is referenced to NAD 83.
 AA3134
 AA3134.The geoid height was determined by GEOID03.
 AA3134
 AA3134.The dynamic height is computed by dividing the NAVD 88
 AA3134.geopotential number by the normal gravity value computed on the
 AA3134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3134.degrees latitude (g = 980.6199 gals.).
 AA3134
 AA3134.The modeled gravity was interpolated from observed gravity values.
 AA3134
 AA3134;                    North         East     Units Scale Factor Converg.
 AA3134;SPC TXNC     - 2,130,090.055   734,116.456   MT  0.99987996   +0 46 52.8
 AA3134;SPC TXNC     - 6,988,470.46  2,408,513.74   sFT  0.99987996   +0 46 52.8
 AA3134;UTM  14      - 3,634,269.215   680,893.770   MT  1.00000349   +1 02 53.1
 AA3134
 AA3134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3134!SPC TXNC     -   0.99997771  x   0.99987996  =   0.99985767
 AA3134!UTM  14      -   0.99997771  x   1.00000349  =   0.99998120
 AA3134
 AA3134                          SUPERSEDED SURVEY CONTROL
 AA3134
 AA3134  NAD 83(1993)-  32 49 53.64322(N)    097 04 02.56818(W) AD(1995.00) A
 AA3134  ELLIP H (08/03/95)  142.04   (m)                       GP(1995.00) 2 1
 AA3134  NAVD 88 (08/03/95)  169.25   (m)          555.3    (f) LEVELING    3  
 AA3134
 AA3134.Superseded values are not recommended for survey control.
 AA3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3134.See file dsdata.txt to determine how the superseded data were derived.
 AA3134
 AA3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8089434269(NAD 83)
 AA3134_MARKER: I = METAL ROD
 AA3134_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3134_STAMPING: ZFW A 1994
 AA3134_MARK LOGO: NGS   
 AA3134_PROJECTION: FLUSH
 AA3134_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3134+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 AA3134_ROD/PIPE-DEPTH: 3.3  meters
 AA3134_SLEEVE-DEPTH  : 1.1 meters
 AA3134
 AA3134  HISTORY     - Date     Condition        Report By
 AA3134  HISTORY     - 1994     MONUMENTED       NGS
 AA3134  HISTORY     - 19950206 GOOD             NGS
 AA3134  HISTORY     - 20030430 GOOD             NGS
 AA3134
 AA3134                          STATION DESCRIPTION
 AA3134
 AA3134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3134'IN FORT WORTH, 81.8 M (268.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 AA3134'THE NORTH PORTION OF THE MAIN FAA BUILDING AT 13800 FAA ROAD, 57.7 M
 AA3134'(189.3 FT) SOUTH OF THE ROAD CENTERLINE, 42.2 M (138.5 FT) EAST OF A
 AA3134'CHAIN-LINK FENCE, 32.2 M (105.6 FT) SOUTH OF THE WEST GATE POST OF THE
 AA3134'MOST WESTERLY OF 2 ENTRANCE ROADS TO THE FAA FACILITY, 4.5 M (14.8 FT)
 AA3134'WEST THE CENTER OF THE ENTRANCE ROAD, 2.1 M (6.9 FT) SOUTH OF A SIGN
 AA3134'(SPEED LIMIT 10 MPH) , AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AA3134'ENTRANCE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AA3134'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AA3134'CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED BY THE FAA, 13800 FAA
 AA3134'ROAD, FORT WORTH, TX 76155, TELEPHONE NUMBER (817) 858 7470.
 AA3134
 AA3134                          STATION RECOVERY (1995)
 AA3134
 AA3134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA3134'IN FORT WORTH, 81.8 M (268.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 AA3134'THE NORTH PORTION OF THE MAIN FAA BUILDING AT 13800 FAA ROAD, 57.7 M
 AA3134'(189.3 FT) SOUTH OF THE ROAD CENTERLINE, 42.2 M (138.5 FT) EAST OF A
 AA3134'CHAIN LINK FENCE, 32.2 M (105.6 FT) SOUTH OF THE WEST GATE POST OF THE
 AA3134'MOST WESTERLY OF TWO ENTRANCE ROADS TO THE FAA FACILITY, 4.5 M (14.8
 AA3134'FT) WEST OF THE CENTER OF THE ENTRANCE ROAD, 2.1 M (6.9 FT) SOUTH OF A
 AA3134'SIGN (SPEED LIMIT 10 MPH), AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AA3134'ENTRANCE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A
 AA3134'5-INCH LOGO CAP.  THE MONUMENT IS ON THE PROPERTY OWNED THE FAA, 13800
 AA3134'FAA ROAD, FORT WORTH, TX 76155.  PHONE 817-858-7470, MR. FULTON COOK.
 AA3134' 
 AA3134'TYPED BY J.D. RIGNEY, JR.
 AA3134
 AA3134                          STATION RECOVERY (2003)
 AA3134
 AA3134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 AA3134'RECOVERED AS DESCRIBED.
 AA3134'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1264 ***********************************************************************
 DN1264  DESIGNATION -  ZHINO
 DN1264  PID         -  DN1264
 DN1264  STATE/COUNTY-  TX/COOKE
 DN1264  USGS QUAD   -  WHITESBORO (1982)
 DN1264
 DN1264                         *CURRENT SURVEY CONTROL
 DN1264  ___________________________________________________________________
 DN1264* NAD 83(1993)-  33 43 22.16750(N)    096 56 58.92775(W)     ADJUSTED  
 DN1264* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 DN1264  ___________________________________________________________________
 DN1264  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DN1264  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN1264
 DN1264  HORZ ORDER  -  FIRST
 DN1264
 DN1264.The horizontal coordinates were established by classical geodetic methods
 DN1264.and adjusted by the National Geodetic Survey in February 1996..
 DN1264
 DN1264.The orthometric height was scaled from a topographic map.
 DN1264
 DN1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1264
 DN1264.The geoid height was determined by GEOID03.
 DN1264
 DN1264;                    North         East     Units Scale Factor Converg.
 DN1264;SPC TXNC     - 2,229,073.618   743,673.763   MT  0.99994109   +0 50 43.9
 DN1264;SPC TXNC     - 7,313,219.03  2,439,869.67   sFT  0.99994109   +0 50 43.9
 DN1264;UTM  14      - 3,733,311.488   689,968.990   MT  1.00004491   +1 08 19.0
 DN1264
 DN1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1264!SPC TXNC     -   0.99996322  x   0.99994109  =   0.99990431
 DN1264!UTM  14      -   0.99996322  x   1.00004491  =   1.00000813
 DN1264
 DN1264:                Primary Azimuth Mark                     Grid Az
 DN1264:SPC TXNC     -  ZHINO AZ MK                              119 44 01.6
 DN1264:UTM  14      -  ZHINO AZ MK                              119 26 26.5
 DN1264
 DN1264|---------------------------------------------------------------------|
 DN1264| PID    Reference Object                     Distance      Geod. Az  |
 DN1264|                                                           dddmmss.s |
 DN1264| CY3201 ZHINO AZ MK                                        1203445.5 |
 DN1264| DN1262 WHITESBORO TEX PAC RR RAD MAST      APPROX. 9.0 KM 1505930.2 |
 DN1264| DN1263 WHITESBORO MUNICIPAL STANDPIPE      APPROX. 8.4 KM 1522546.2 |
 DN1264| CY3202 ZHINO RM 1                           23.109 METERS 21559     |
 DN1264| DN1285 ATT RELAY TOWER KKH 67              APPROX.13.2 KM 2292132.0 |
 DN1264| CY3203 ZHINO RM 2                           20.718 METERS 32351     |
 DN1264|---------------------------------------------------------------------|
 DN1264
 DN1264                          SUPERSEDED SURVEY CONTROL
 DN1264
 DN1264  NAD 83(1993)-  33 43 22.16738(N)    096 56 58.92635(W) AD(       ) 1
 DN1264  NAD 83(1986)-  33 43 22.17231(N)    096 56 58.91830(W) AD(       ) 1
 DN1264  NAD 27      -  33 43 21.79160(N)    096 56 57.89500(W) AD(       ) 1
 DN1264
 DN1264.Superseded values are not recommended for survey control.
 DN1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1264.See file dsdata.txt to determine how the superseded data were derived.
 DN1264
 DN1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8996933311(NAD 83)
 DN1264_MARKER: DS = TRIANGULATION STATION DISK
 DN1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1264
 DN1264  HISTORY     - Date     Condition        Report By
 DN1264  HISTORY     - 1955     MONUMENTED       CGS
 DN1264  HISTORY     - 1957     GOOD             CGS
 DN1264  HISTORY     - 19950603 GOOD             USPSQD
 DN1264  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 DN1264
 DN1264                          STATION DESCRIPTION
 DN1264
 DN1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1264'THE STATION IS ABOUT 13 MILES NORTHEAST OF GAINESVILLE, AND
 DN1264'ABOUT 5 MILES NORTHWEST OF WHITESBORO ON THE PROPERTY OF MR.
 DN1264'E SKAGGS, ABOUT 0.5 MILE WEST-NORTHWEST OF MR. SKAGGS HOME.
 DN1264'IT IS IN A CULTIVATED FIELD, 76 FEET NORTHEAST OF A POWERLINE
 DN1264'POLE, 33 FEET SOUTHEAST OF A SOUTH GATE POST, 27 FEET EAST
 DN1264'OF THE CENTER OF A GRAVELED ROAD, AND 12.5 FEET EAST OF A FENCE
 DN1264'AND WITNESS POST.  THE MONUMENT IS 12 INCHES BELOW THE SURFACE
 DN1264'AND THE DISK IS STAMPED ZHINO 1955.
 DN1264'
 DN1264'R.M. NO. 1 IS AT THE BASE OF A POWERLINE POLE, 15 FEET WEST
 DN1264'OF THE CENTER OF A GRAVELED ROAD, 1 FOOT EAST OF A FENCE,
 DN1264'AND 1 FOOT NORTH OF THE POWERLINE POLE.  IT PROJECTS 3 INCHES
 DN1264'AND THE DISK IS STAMPED ZHINO NO 1 1955.
 DN1264'
 DN1264'R.M. NO. 2 IS 15 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 DN1264'AND 1 FOOT EAST OF A FENCE.  IT PROJECTS 3 INCHES AND THE DISK
 DN1264'IS STAMPED ZHINO NO 2 1955.
 DN1264'
 DN1264'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 116.4 FEET.
 DN1264'
 DN1264'THE AZIMUTH MARK IS AT THE SOUTHEAST ANGLE OF A CROSSROAD, 28
 DN1264'FEET SOUTH OF THE CENTER OF A DIRT ROAD, 19 FEET EAST OF THE
 DN1264'CENTER OF A DIRT ROAD, 2.5 FEET SOUTH OF A FENCE CORNER POST,
 DN1264'AND 1.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS 5 INCHES
 DN1264'AND THE DISK IS STAMPED ZHINO 1955.
 DN1264'
 DN1264'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DN1264'STATE HIGHWAY 901, JUST WEST OF THE POST OFFICE IN WHITESBORO,
 DN1264'GO NORTH ON STATE HIGHWAY 901 FOR 4.0 MILES TO THE DIXIE
 DN1264'COMMUNITY STORE ON THE RIGHT, CONTINUE NORTH ON THE HIGHWAY
 DN1264'FOR 0.25 MILE TO A T-ROAD LEFT, TURN LEFT AND GO WEST ON A
 DN1264'DIRT ROAD FOR 1.4 MILES TO A POINT WHERE THE ROAD TURNS SOUTH,
 DN1264'TURN LEFT AND BEAR SOUTH FOR 0.05 MILE, TURN RIGHT AND GO
 DN1264'WEST FOR 0.8 MILE TO A CROSSROAD, (AZIMUTH MARK ON THE LEFT
 DN1264'AS DESCRIBED), CONTINUE AHEAD, WEST, FOR 0.35 MILE TO A BEND
 DN1264'IN THE ROAD, TURN RIGHT AND FOLLOW THE ROAD NORTH FOR 0.1
 DN1264'MILE TO THE CREST OF A SMALL RISE AND THE STATION ON THE
 DN1264'RIGHT AS DESCRIBED.
 DN1264
 DN1264                          STATION RECOVERY (1957)
 DN1264
 DN1264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1264'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1264'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1264'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1264
 DN1264                          STATION RECOVERY (1995)
 DN1264
 DN1264'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1264'RECOVERED IN GOOD CONDITION.
 DN1264
 DN1264                          STATION RECOVERY (2005)
 DN1264
 DN1264'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 DN1264'NEED METAL DETECTOR FOR RECOVERY. RM1 AND RM 2 ALSO NOT FOUND. AZ
 DN1264'FOUND GOOD CONDITION, SE CORNER CR130 AND CR156 (CHISOM TRAIL AND
 DN1264'GRAYSON SURVEY) WOULD BE SAT OBSERV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3145 ***********************************************************************
 AA3145  DESIGNATION -  ZHU A
 AA3145  PID         -  AA3145
 AA3145  STATE/COUNTY-  TX/HARRIS
 AA3145  USGS QUAD   -  HUMBLE (1995)
 AA3145
 AA3145                         *CURRENT SURVEY CONTROL
 AA3145  ___________________________________________________________________
 AA3145* NAD 83(1993)-  29 57 43.20182(N)    095 19 48.90713(W)     ADJUSTED  
 AA3145* NAVD 88     -        25.515  (meters)      83.71   (feet)  ADJUSTED  
 AA3145  ___________________________________________________________________
 AA3145  EPOCH DATE  -        1995.00
 AA3145  X           -    -513,750.058 (meters)                     COMP
 AA3145  Y           -  -5,506,445.549 (meters)                     COMP
 AA3145  Z           -   3,166,724.138 (meters)                     COMP
 AA3145  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AA3145  ELLIP HEIGHT-          -1.84  (meters)          (10/23/00) GPS OBS
 AA3145  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AA3145  DYNAMIC HT  -          25.481 (meters)      83.60  (feet)  COMP
 AA3145  MODELED GRAV-     979,296.3   (mgal)                       NAVD 88
 AA3145
 AA3145  HORZ ORDER  -  A
 AA3145  VERT ORDER  -  FIRST     CLASS II
 AA3145  ELLP ORDER  -  FOURTH    CLASS II
 AA3145
 AA3145.The horizontal coordinates were established by GPS observations
 AA3145.and adjusted by the National Geodetic Survey in June 1995..
 AA3145.The horizontal coordinates are valid at the epoch date displayed above.
 AA3145.The epoch date for horizontal control is a decimal equivalence
 AA3145.of Year/Month/Day.
 AA3145
 AA3145.The orthometric height was determined by differential leveling
 AA3145.and adjusted by the National Geodetic Survey in July 2002..
 AA3145
 AA3145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3145
 AA3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3145
 AA3145.The ellipsoidal height was determined by GPS observations
 AA3145.and is referenced to NAD 83.
 AA3145
 AA3145.The geoid height was determined by GEOID03.
 AA3145
 AA3145.The dynamic height is computed by dividing the NAVD 88
 AA3145.geopotential number by the normal gravity value computed on the
 AA3145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3145.degrees latitude (g = 980.6199 gals.).
 AA3145
 AA3145.The modeled gravity was interpolated from observed gravity values.
 AA3145
 AA3145;                    North         East     Units Scale Factor Converg.
 AA3145;SPC TXSC     - 4,241,473.496   954,129.750   MT  0.99992297   +1 47 52.3
 AA3145;SPC TXSC     -13,915,567.63  3,130,340.69   sFT  0.99992297   +1 47 52.3
 AA3145;UTM  15      - 3,316,859.222   275,135.719   MT  1.00022389   -1 09 51.4
 AA3145
 AA3145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3145!SPC TXSC     -   1.00000029  x   0.99992297  =   0.99992326
 AA3145!UTM  15      -   1.00000029  x   1.00022389  =   1.00022418
 AA3145
 AA3145                          SUPERSEDED SURVEY CONTROL
 AA3145
 AA3145  ELLIP H (06/30/95)   -1.67   (m)                       GP(1995.00) 1 1
 AA3145  NAVD 88 (04/12/01)   25.747  (m)           84.47   (f) UNKNOWN     1 2
 AA3145
 AA3145.Superseded values are not recommended for survey control.
 AA3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3145.See file dsdata.txt to determine how the superseded data were derived.
 AA3145
 AA3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7513616859(NAD 83)
 AA3145_MARKER: I = METAL ROD
 AA3145_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3145_STAMPING: ZHU A 1994
 AA3145_MARK LOGO: NGS   
 AA3145_PROJECTION: FLUSH
 AA3145_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3145+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2000
 AA3145_ROD/PIPE-DEPTH: 12.7 meters
 AA3145_SLEEVE-DEPTH  : 1.1 meters
 AA3145
 AA3145  HISTORY     - Date     Condition        Report By
 AA3145  HISTORY     - 1994     MONUMENTED       NGS
 AA3145  HISTORY     - 19941207 GOOD             NGS
 AA3145  HISTORY     - 19960204 GOOD             NGS
 AA3145  HISTORY     - 20001113 GOOD             TXDOT
 AA3145
 AA3145                          STATION DESCRIPTION
 AA3145
 AA3145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3145'IN HOUSTON, AT 16600 JOHN F.  KENNEDY BOULEVARD, NEAR THE NORTHEAST
 AA3145'CORNER OF A GRASS MEDIAN OF THE 4TH PARKING LOT DIVIDER NORTHEAST OF
 AA3145'THE MAIN FAA BUILDING, 111.3 M (365.2 FT) NORTHEAST OF THE EAST CORNER
 AA3145'OF THE MAIN FAA BUILDING AT 16600 JOHN F.  KENNEDY BOULEVARD, 28.7 M
 AA3145'(94.2 FT) SOUTHEAST OF THE NORTHWEST END OF THE PARKING LOT, 12.2 M
 AA3145'(40.0 FT) SOUTHEAST OF A SECURITY LIGHT, 0.3 M (1.0 FT) NORTH OF A
 AA3145'WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE PARKING LOT.
 AA3145'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AA3145'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AA3145'MONUMENT IS ON PROPERTY OWNED BY THE FAA, 16600 JOHN F. KENNEDY
 AA3145'BOULEVARD, HOUSTON, TX 77032, TELEPHONE NUMBER IS (713) 230-5470.
 AA3145
 AA3145                          STATION RECOVERY (1994)
 AA3145
 AA3145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AA3145'RECOVERED AS PREVIOUSLY DESCRIBED WITH ADDITIONAL COMMENTS. STATION IS
 AA3145'LOCATED IN NORTHERN HOUSTON AT THE FAA MAIN HEADQUARTERS BUILDING
 AA3145'LOCATED AT 16600 JOHN F.  KENNEDY BOULEVARD.  THIS STATION IS LOCATED
 AA3145'WITHIN THE FAA COMPOUND NEAR THE NORTHEAST CORNER OF A GRASS MEDIAN OF
 AA3145'THE 4TH PARKING LOT DIVIDER NORTHEAST OF THE MAIN FAA BUILDING. THE
 AA3145'STATION IS 365.2 FT (111.3 M) NORTHEAST OF THE EAST CORNER OF THE MAIN
 AA3145'FAA BUILDING, 94.2 FT (28.7 M) SOUTHEAST OF THE NORTHWEST END OF THE
 AA3145'PARKING LOT, 40.0 FT (12.2 M) SOUTHEAST OF A SECURITY LIGHT, AND 1.0
 AA3145'FT (0.3 M) NORTH OF A WITNESS POST.  NOTE......USE JOHN F. KENNEDY
 AA3145'SERVICE ROAD WHICH PARALLELS THE NORTH BOUND J.F.K. BOULEVARD TO
 AA3145'ACCESS THE SECURED FAA COMPOUND.  POSITIVE IDENTIFICATION IS REQUIRED
 AA3145'FOR ACCESS TO THE COMPOUND.  CONTACT FAA FACILITY FOR ACCESS.  PHONE
 AA3145'(713) -230-5470.  THE ACTUAL ROD DEPTH IS UNKNOWN.
 AA3145
 AA3145                          STATION RECOVERY (1996)
 AA3145
 AA3145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA3145'IN HOUSTON, 111.3 M (365.2 FT) NORTHEAST OF THE EAST CORNER OF THE
 AA3145'MAIN FAA OFFICE AT 16600 JOHN F.  KENNEDY BOULEVARD, 28.7 M (94.2 FT)
 AA3145'SOUTHEAST OF THE NORTHWEST END OF THE 4TH PARKING LOT NORTHEAST OF THE
 AA3145'FAA BUILDING, 12.2 M (40.0 FT) SOUTHEAST OF A SECURITY LIGHT, 0.3 M
 AA3145'(1.0 FT) NORTH OF A WITNESS POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL
 AA3145'OF THE PARKING LOT.  NOTE--ACCESS TO THE LOGO CAP IS THROUGH A 5-INCH
 AA3145'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AA3145'CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED BY THE FAA, 16600
 AA3145'JOHN F.  KENNEDY BOULEVARD, HOUSTON, TX 77032, TELEPHONE NUMBER (713)
 AA3145'230-5470.
 AA3145
 AA3145                          STATION RECOVERY (2000)
 AA3145
 AA3145'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AA3145'1994 NGS RECOVERY NOTE CONTAINS MORE COMPREHENSIVE INFORMATION
 AA3145'THAN THE 1994 STATION DESCRIPTION OR THE 1996 NGS RECOVERY NOTE.
 AA3145' 
 AA3145' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3146 ***********************************************************************
 AA3146  PACS        -  This is a Primary Airport Control Station.
 AA3146  DESIGNATION -  ZHU B
 AA3146  PID         -  AA3146
 AA3146  STATE/COUNTY-  TX/HARRIS
 AA3146  USGS QUAD   -  HUMBLE (1995)
 AA3146
 AA3146                         *CURRENT SURVEY CONTROL
 AA3146  ___________________________________________________________________
 AA3146* NAD 83(1993)-  29 57 08.48694(N)    095 19 59.41053(W)     ADJUSTED  
 AA3146* NAVD 88     -        24.699  (meters)      81.03   (feet)  ADJUSTED  
 AA3146  ___________________________________________________________________
 AA3146  EPOCH DATE  -        1995.00
 AA3146  X           -    -514,080.003 (meters)                     COMP
 AA3146  Y           -  -5,506,950.134 (meters)                     COMP
 AA3146  Z           -   3,165,797.591 (meters)                     COMP
 AA3146  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AA3146  ELLIP HEIGHT-          -2.67  (meters)          (10/23/00) GPS OBS
 AA3146  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AA3146  DYNAMIC HT  -          24.666 (meters)      80.92  (feet)  COMP
 AA3146  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 AA3146
 AA3146  HORZ ORDER  -  A
 AA3146  VERT ORDER  -  FIRST     CLASS II
 AA3146  ELLP ORDER  -  FOURTH    CLASS II
 AA3146
 AA3146.This mark is at Houston Intercontinental (IAH) Airport (IAH)
 AA3146
 AA3146.The horizontal coordinates were established by GPS observations
 AA3146.and adjusted by the National Geodetic Survey in June 1995..
 AA3146.The horizontal coordinates are valid at the epoch date displayed above.
 AA3146.The epoch date for horizontal control is a decimal equivalence
 AA3146.of Year/Month/Day.
 AA3146
 AA3146.The orthometric height was determined by differential leveling
 AA3146.and adjusted by the National Geodetic Survey in July 2002..
 AA3146.WARNING-GPS observations at this control monument resulted in a GPS
 AA3146.derived orthometric height which differed from the leveled height by
 AA3146.more than one decimeter (0.1 meter).
 AA3146
 AA3146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3146
 AA3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3146
 AA3146.The ellipsoidal height was determined by GPS observations
 AA3146.and is referenced to NAD 83.
 AA3146
 AA3146.The geoid height was determined by GEOID03.
 AA3146
 AA3146.The dynamic height is computed by dividing the NAVD 88
 AA3146.geopotential number by the normal gravity value computed on the
 AA3146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3146.degrees latitude (g = 980.6199 gals.).
 AA3146
 AA3146.The modeled gravity was interpolated from observed gravity values.
 AA3146
 AA3146;                    North         East     Units Scale Factor Converg.
 AA3146;SPC TXSC     - 4,240,396.327   953,881.801   MT  0.99992114   +1 47 47.1
 AA3146;SPC TXSC     -13,912,033.62  3,129,527.21   sFT  0.99992114   +1 47 47.1
 AA3146;UTM  15      - 3,315,795.983   274,832.348   MT  1.00022557   -1 09 55.4
 AA3146
 AA3146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3146!SPC TXSC     -   1.00000042  x   0.99992114  =   0.99992156
 AA3146!UTM  15      -   1.00000042  x   1.00022557  =   1.00022599
 AA3146
 AA3146                          SUPERSEDED SURVEY CONTROL
 AA3146
 AA3146  ELLIP H (06/30/95)   -2.49   (m)                       GP(1995.00) 1 1
 AA3146  NAVD 88 (04/12/01)   24.928  (m)           81.78   (f) UNKNOWN     1 2
 AA3146
 AA3146.Superseded values are not recommended for survey control.
 AA3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3146.See file dsdata.txt to determine how the superseded data were derived.
 AA3146
 AA3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7483215796(NAD 83)
 AA3146_MARKER: I = METAL ROD
 AA3146_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3146_STAMPING: ZHU B 1994
 AA3146_MARK LOGO: NGS   
 AA3146_PROJECTION: FLUSH
 AA3146_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3146+STABILITY: POSITION/ELEVATION WELL
 AA3146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3146+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 AA3146_ROD/PIPE-DEPTH: 8.9  meters
 AA3146_SLEEVE-DEPTH  : 1.1 meters
 AA3146
 AA3146  HISTORY     - Date     Condition        Report By
 AA3146  HISTORY     - 1994     MONUMENTED       NGS
 AA3146  HISTORY     - 19941207 GOOD             NGS
 AA3146  HISTORY     - 19951023 GOOD             NGS
 AA3146  HISTORY     - 19960204 GOOD             NGS
 AA3146  HISTORY     - 20030409 GOOD             NGS
 AA3146
 AA3146                          STATION DESCRIPTION
 AA3146
 AA3146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3146'IN HOUSTON, AT THE INTERSECTION OF GREENS ROAD AND JOHN F.  KENNEDY
 AA3146'BOULEVARD, 125.9 M (413.1 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 AA3146'LANES OF THE BOULEVARD, 96.4 M (316.3 FT) NORTH OF THE CENTERLINE OF
 AA3146'THE WESTBOUND LANES OF THE ROAD, 25.1 M (82.3 FT) EAST OF A WITNESS
 AA3146'POST AND CHAIN-LINK FENCE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD,
 AA3146'AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 AA3146'PIONT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AA3146'THE SPECIFICATIONS FOR A CLASS A MARK.
 AA3146
 AA3146                          STATION RECOVERY (1994)
 AA3146
 AA3146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AA3146'RECOVERED AS PREVIOUSLY DESCRIBED WITH ADDITIONAL COMMENTS.STATION IS
 AA3146'LOCATED IN NORTHERN HOUSTON, NORTHWEST OF THE INTERSECTION OF GREENS
 AA3146'ROAD AND JOHN F.  KENNEDY BOULEVARD, LEADING INTO HOUSTON
 AA3146'INTERCONTENTIAL AIRPORT.  THE STATION IS 413.1 FT (125.9 M) WEST OF
 AA3146'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE J.F.K.  BOULEVARD,
 AA3146'316.3 FT (96.4 M) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 AA3146'GREENS ROAD, 82.3 FT (25.1 M) EAST OF A CARSONITE WITNESS POST AND
 AA3146'CHAIN LINK FENCE, AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS
 AA3146'POST.  THE ACTUAL ROD DEPTH IS UNKNOWN.
 AA3146
 AA3146                          STATION RECOVERY (1995)
 AA3146
 AA3146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AA3146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED) .  RECOVERED AS
 AA3146'DESCRIBED WITH CHANGES.  THIS IS A PRIMARY AIRPORT CONTROL STATION
 AA3146'(PACS) .
 AA3146
 AA3146                          STATION RECOVERY (1996)
 AA3146
 AA3146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA3146'IN HUMBLE, AT THE INTERSECTION OF GREENS ROAD AND JOHN F.  KENNEDY
 AA3146'BOULEVARD, 125.9 M (413.1 FT) WEST OF THE CENTER OF THE SOUTHBOUND
 AA3146'LANES OF THE BOULEVARD, 96.4 M (316.3 FT) NORTH OF THE CENTERLINE OF
 AA3146'THE WESTBOUND LANES OF THE ROAD, 25.1 M (82.3 FT) EAST OF A WITNESS
 AA3146'POST AND CHAIN-LINK FENCE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD,
 AA3146'AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AA3146'POINT IS THROUGH A 5-INCH LOGO CAP.
 AA3146
 AA3146                          STATION RECOVERY (2003)
 AA3146
 AA3146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (GFS)
 AA3146'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1132 ***********************************************************************
 CU1132  DESIGNATION -  ZIHLMAN
 CU1132  PID         -  CU1132
 CU1132  STATE/COUNTY-  TX/MARTIN
 CU1132  USGS QUAD   -  MERRICK (1966)
 CU1132
 CU1132                         *CURRENT SURVEY CONTROL
 CU1132  ___________________________________________________________________
 CU1132* NAD 83(1993)-  32 25 26.59810(N)    101 48 31.65943(W)     ADJUSTED  
 CU1132* NAVD 88     -       812.8    (meters)    2667.     (feet)  VERTCON   
 CU1132  ___________________________________________________________________
 CU1132  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CU1132  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 CU1132
 CU1132  HORZ ORDER  -  FIRST
 CU1132
 CU1132.The horizontal coordinates were established by classical geodetic methods
 CU1132.and adjusted by the National Geodetic Survey in February 1996..
 CU1132
 CU1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1132
 CU1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1132
 CU1132.The geoid height was determined by GEOID03.
 CU1132
 CU1132;                    North         East     Units Scale Factor Converg.
 CU1132;SPC TXNC     - 2,088,887.969   288,861.739   MT  0.99993218   -1 48 16.6
 CU1132;SPC TXNC     - 6,853,293.28    947,707.22   sFT  0.99993218   -1 48 16.6
 CU1132;UTM  14      - 3,590,913.512   235,877.381   MT  1.00046034   -1 30 24.8
 CU1132
 CU1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1132!SPC TXNC     -   0.99987631  x   0.99993218  =   0.99980850
 CU1132!UTM  14      -   0.99987631  x   1.00046034  =   1.00033659
 CU1132
 CU1132:                Primary Azimuth Mark                     Grid Az
 CU1132:SPC TXNC     -  ACKERLY SMALL BLACK TANK                 039 27 01.1
 CU1132:UTM  14      -  ACKERLY SMALL BLACK TANK                 039 09 09.3
 CU1132
 CU1132|---------------------------------------------------------------------|
 CU1132| PID    Reference Object                     Distance      Geod. Az  |
 CU1132|                                                           dddmmss.s |
 CU1132| CU1143 ACKERLY SMALL BLACK TANK            APPROX.14.3 KM 0373844.5 |
 CU1132| CU1105 BIG SPRING HOTEL SETTLES            APPROX.36.7 KM 1210414.5 |
 CU1132| CH9988 ZIHLMAN RM 1 AZIMUTH                               1645822.1 |
 CU1132| CH9989 ZIHLMAN RM 2                         16.851 METERS 25256     |
 CU1132| CH9990 ZIHLMAN RM 3                         21.353 METERS 29252     |
 CU1132| CU1155 BRICK SCHSE SLAB OVER DOOR          APPROX.17.9 KM 3470032.9 |
 CU1132|---------------------------------------------------------------------|
 CU1132
 CU1132                          SUPERSEDED SURVEY CONTROL
 CU1132
 CU1132  NAD 83(1986)-  32 25 26.60371(N)    101 48 31.65228(W) AD(       ) 1
 CU1132  NAD 27      -  32 25 26.19900(N)    101 48 30.16400(W) AD(       ) 1
 CU1132  NGVD 29 (07/19/86)  812.5    (m)         2666.     (f) VERT ANG       
 CU1132
 CU1132.Superseded values are not recommended for survey control.
 CU1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1132.See file dsdata.txt to determine how the superseded data were derived.
 CU1132
 CU1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA3587790914(NAD 83)
 CU1132_MARKER: DS = TRIANGULATION STATION DISK
 CU1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1132
 CU1132  HISTORY     - Date     Condition        Report By
 CU1132  HISTORY     - 1932     MONUMENTED       CGS
 CU1132  HISTORY     - 1937     GOOD             LOCENG
 CU1132  HISTORY     - 1964     GOOD             CGS
 CU1132  HISTORY     - 1968     GOOD             CGS
 CU1132  HISTORY     - 1970     GOOD             NGS
 CU1132
 CU1132                          STATION DESCRIPTION
 CU1132
 CU1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CU1132'ELEVEN MILES S AND 1 MILE W OF SPARENBURG, 7 MILES W AND 4 MILES
 CU1132'N OF W KNOTT, 2 SMALL PLACES ON U.S. HIGHWAY 385.  STATION IS
 CU1132'IN THE NE CORNER OF SECTION 66, BLOCK A, ON LAND BELONGING
 CU1132'TO A.J. ZIHLMAN, OF FORT WORTH, 3 METERS (10 FEET) E OF FENCE
 CU1132'LINE ON E SIDE OF ROAD, ABOUT 0.1 MILE SW OF SECTION CORNER
 CU1132'AND 90 METERS (295 FEET) SE OF SMALL SHACK ON W SIDE OF ROAD.
 CU1132'
 CU1132'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CU1132'DISKS SET IN CONCRETE.
 CU1132'
 CU1132'REFERENCE MARK NO. 1 IS IN FENCE LINE ON E SIDE OF ROAD, 200
 CU1132'METERS (656 FEET) N OF A FARMHOUSE IN SE CORNER OF FIELD, AND
 CU1132'0.7 MILE (BY SPEEDOMETER) FROM STATION.
 CU1132'
 CU1132'REFERENCE MARK NO. 2 IS IN FENCE LINE ON OPPOSITE SIDE OF ROAD
 CU1132'FROM STATION, FROM WHICH IT IS DISTANT 16.87 METERS (55.3 FEET),
 CU1132'BEARING FROM STATION OF BRICK
 CU1132'SCHOOLHOUSE, WHITE STONE SLAB OVER DOOR, DISTANT ABOUT 11 MILES,
 CU1132'IS N 12 DEG 59 MIN W.
 CU1132'
 CU1132'TO REACH THE STATION FROM SPARENBURG, GO S 10 MILES TO SECTION
 CU1132'LINE WHICH CROSSES ROAD, THEN W 1 MILE, AND THEN S 1.1 MILES
 CU1132'TO STATION.
 CU1132
 CU1132                          STATION RECOVERY (1937)
 CU1132
 CU1132'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 CU1132'RECOVERED BY GULF RESEARCH AND DEVELOPMENT CO.
 CU1132'
 CU1132'STATION RECOVERED IN GOOD CONDITION.
 CU1132'
 CU1132'ORIGINAL DESCRIPTION ADEQUATE AND CORRECT, EXCEPT THAT LINES 3
 CU1132'AND 4 SHOULD READ--STATION IS IN THE NW CORNER OF SECTION 66,
 CU1132'BAUER AND COCKRELL SURVEY, ON LAND BELONGING TO THE FEDERAL LAND
 CU1132'BANK, 3 METERS (10 FEET) E OF FENCE LINE ON E SIDE OF ROAD,
 CU1132'ABOUT 0.1 MILE SE OF SECTION CORNER.  (THE SMALL SHACK MENTIONED
 CU1132'IN THE ORIGINAL DESCRIPTION HAS BEEN DESTROYED).
 CU1132'
 CU1132'NOTE--RECONNAISSANCE DESCRIPTION SAYS NW CORNER.  TRIANGULATION
 CU1132'DESCRIPTION SAYS NE CORNER.  LETTER FROM J.S. MANNING, FORT
 CU1132'WORTH, TEXAS, 11/25/39 SAYS NW CORNER.  APPARENTLY NW CORNER
 CU1132'IS CORRECT.
 CU1132
 CU1132                          STATION RECOVERY (1964)
 CU1132
 CU1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 CU1132'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED
 CU1132'BY G.R.D. CO., 1937.  THE STATION IS IN THE NW CORNER OF THE
 CU1132'SECTION.
 CU1132
 CU1132                          STATION RECOVERY (1968)
 CU1132
 CU1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WWH)
 CU1132'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED
 CU1132'BY G.R.D. CO. IN 1937.
 CU1132
 CU1132                          STATION RECOVERY (1970)
 CU1132
 CU1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CU1132'THE STATION MARK, AZIMUTH MARK (REFERENCE MARK NO. 1), AND
 CU1132'REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 CU1132'MARK NO. 3 WAS SET.
 CU1132'
 CU1132'A NEW DESCRIPTION FOLLOWS--
 CU1132'
 CU1132'THE STATION IS LOCATED ABOUT 21 MILES NORTH OF STANTON, AND 9
 CU1132'MILES SOUTHWEST OF ACKERLY, ON A LOW HILL IN A CULTIVATED FIELD
 CU1132'ON PROPERTY OWNED BY MRS. LETA PIRKLE OF BIG SPRINGS, AND FARMED
 CU1132'BY MR. BEN WILSON WHO LIVES ON THE PROPERTY.
 CU1132'
 CU1132'THE STATION MARK IS A STANDARD DISK STAMPED ZIHLMAN 1932, SET
 CU1132'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT
 CU1132'IS 249 FEET SOUTHEAST OF SOUTHEAST END OF GATE AT FENCE CORNER AT
 CU1132'NORTHWEST CORNER OF SECTION 66, 54 FEET EAST OF A NORTH-SOUTH
 CU1132'FENCE LINE, AND 2.9 FEET SOUTH OF A METAL WITNESS POST.
 CU1132'
 CU1132'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ZIHLMAN NO 2 1932,
 CU1132'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 CU1132'IS 245 FEET SOUTH OF GATE, 1 FOOT WEST OF FENCE LINE, AND 1.2
 CU1132'FEET NORTH OF A METAL WITNESS POST.
 CU1132'
 CU1132'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ZIHLMAN 1932
 CU1132'NO 3 1970 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1132'4-INCHES.  IT IS 200 FEET SOUTH OF THE GATE, AND 1 FOOT WEST OF
 CU1132'THE NORTH-SOUTH FENCE LINE.
 CU1132'
 CU1132'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CU1132'ZIHLMAN NO 1 1932, SET IN A SQUARE CONCRETE MONUMENT WHICH
 CU1132'PROJECTS 8-INCHES.  IT IS IN A CULTIVATED FIELD, ABOUT 0.15 MILE
 CU1132'WEST OF MR. WILSONS HOUSE, 60 FEET SOUTH OF A BRUSHY AREA IN
 CU1132'FIELD, 49 FEET EAST OF A NORTH-SOUTH FENCE LINE, AND 1.5 FEET
 CU1132'NORTH OF A METAL WITNESS POST.
 CU1132'
 CU1132'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROADS 2002
 CU1132'AND 2212 IN THE SOUTH PART OF ACKERLY, GO WEST ON FARM ROAD 2002
 CU1132'FOR 6.15 MILES TO THE CROSSROAD INTERSECTION WITH FARM ROAD 26,
 CU1132'TURN LEFT, SOUTH, AND FOLLOW FARM ROAD 26 FOR 3.9 MILES TO WHERE
 CU1132'IT STARTS A LONG CURVE LEFT, GO STRAIGHT AHEAD ON SAND ROAD FOR
 CU1132'0.2 MILE TO A SAND CROSSROAD *, TURN RIGHT AND GO WEST 1.0 MILE
 CU1132'TO A SAND ROAD ON THE RIGHT, AND A TRACK ROAD ON THE LEFT,
 CU1132'TURN LEFT ON TRACK ROAD AND GO SOUTH 1.0 MILE TO THE TOP OF
 CU1132'LOW HILL, AT THE SECTION CORNER, GATE, AND STATION AS
 CU1132'DESCRIBED.
 CU1132'
 CU1132'*TO REACH THE AZIMUTH MARK, GO SOUTH ON SAND ROAD FOR 2.0 MILES
 CU1132'TO A T INTERSECTION, TURN RIGHT AND GO WEST 0.9 MILE TO DRIVEWAY
 CU1132'ON RIGHT, TURN RIGHT AND GO NORTH 0.25 MILE TO MR. WILSONS HOUSE,
 CU1132'PACK WEST ACROSS FIELD FOR 0.15 MILE TO THE AZIMUTH MARK AS
 CU1132'DESCRIBED.
 CU1132'
 CU1132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 CU1132'SOUTHWEST OF ACKERLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3240 ***********************************************************************
 BK3240  DESIGNATION -  ZION
 BK3240  PID         -  BK3240
 BK3240  STATE/COUNTY-  TX/JASPER
 BK3240  USGS QUAD   -  ROGANVILLE (1984)
 BK3240
 BK3240                         *CURRENT SURVEY CONTROL
 BK3240  ___________________________________________________________________
 BK3240* NAD 83(1993)-  30 49 32.96638(N)    093 58 13.47180(W)     ADJUSTED  
 BK3240* NAVD 88     -       108.71   (+/-2cm)     356.7    (feet)  VERTCON   
 BK3240  ___________________________________________________________________
 BK3240  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 BK3240  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BK3240
 BK3240  HORZ ORDER  -  FIRST
 BK3240  VERT ORDER  -  THIRD ? (See Below)
 BK3240
 BK3240.The horizontal coordinates were established by classical geodetic methods
 BK3240.and adjusted by the National Geodetic Survey in February 1996..
 BK3240
 BK3240.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3240.The vertical order pertains to the NGVD 29 superseded value.
 BK3240
 BK3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3240
 BK3240.The geoid height was determined by GEOID03.
 BK3240
 BK3240;                    North         East     Units Scale Factor Converg.
 BK3240;SPC TX C     - 3,145,902.724 1,308,387.093   MT  0.99988641   +3 16 38.2
 BK3240;SPC TX C     -10,321,182.52  4,292,599.99   sFT  0.99988641   +3 16 38.2
 BK3240;UTM  15      - 3,410,701.893   407,188.814   MT  0.99970626   -0 29 50.3
 BK3240
 BK3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3240!SPC TX C     -   0.99998730  x   0.99988641  =   0.99987371
 BK3240!UTM  15      -   0.99998730  x   0.99970626  =   0.99969356
 BK3240
 BK3240:                Primary Azimuth Mark                     Grid Az
 BK3240:SPC TX C     -  ZION AZ MK                               358 06 54.6
 BK3240:UTM  15      -  ZION AZ MK                               001 53 23.1
 BK3240
 BK3240|---------------------------------------------------------------------|
 BK3240| PID    Reference Object                     Distance      Geod. Az  |
 BK3240|                                                           dddmmss.s |
 BK3240| CV8675 ZION AZ MK                                         0012332.8 |
 BK3240| CV8676 ZION RM 1                            54.547 METERS 03837     |
 BK3240| CV8677 ZION RM 2                            54.733 METERS 13443     |
 BK3240| BK3244 JASPER COUNTY COURTHOUSE TOWER      APPROX.11.0 KM 3450253.2 |
 BK3240| BL2032 JASPER MUNICIPAL TANK               APPROX.11.8 KM 3460506.1 |
 BK3240|---------------------------------------------------------------------|
 BK3240
 BK3240                          SUPERSEDED SURVEY CONTROL
 BK3240
 BK3240  NAD 83(1986)-  30 49 32.97657(N)    093 58 13.46661(W) AD(       ) 1
 BK3240  NAD 27      -  30 49 32.24900(N)    093 58 12.79400(W) AD(       ) 1
 BK3240  NGVD 29 (07/19/86)  108.70   (m)          356.6    (f) LEVELING    3  
 BK3240
 BK3240.Superseded values are not recommended for survey control.
 BK3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3240.See file dsdata.txt to determine how the superseded data were derived.
 BK3240
 BK3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0718910702(NAD 83)
 BK3240_MARKER: DS = TRIANGULATION STATION DISK
 BK3240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3240
 BK3240  HISTORY     - Date     Condition        Report By
 BK3240  HISTORY     - 1935     MONUMENTED       CGS
 BK3240  HISTORY     - 1936     GOOD             TSI
 BK3240  HISTORY     - 1941     GOOD             LOCENG
 BK3240  HISTORY     - 1943     GOOD             USE
 BK3240  HISTORY     - 1958     GOOD             CGS
 BK3240
 BK3240                          STATION DESCRIPTION
 BK3240
 BK3240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3240'THIS STATION IS ABOUT 6-1/2 MILES SSE OF JASPER.  ON LAND
 BK3240'OWNED BY JACK HENDERSON OF JASPER.  AT TOP OF GRADE ON W
 BK3240'SIDE OF STATE HIGHWAY 8.  IN CENTER OF TRIANGLE FORMED BY THREE
 BK3240'10-INCH PINE TREES, WITH TRIANGLE BLAZES.  APPROXIMATELY
 BK3240'0.7 MILE S OF ZION HILL LOOKOUT TOWER.  THE MARK IS 70 FEET
 BK3240'W OF CENTER LINE OF STATE HIGHWAY 8.  30 FEET W OF W ROAD
 BK3240'DITCH.  20.7 FEET SW OF 10-INCH PINE TREE WITH TRIANGLE BLAZE.
 BK3240'10.4 FEET SE OF 10-INCH PINE TREE WITH TRIANGLE BLAZE.  15.3
 BK3240'FEET NW OF 10-INCH PINE TREE WITH TRIANGLE BLAZE.  THE MARK
 BK3240'PROJECTS 2 INCHES.
 BK3240'
 BK3240'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BK3240'BRONZE DISKS SET IN CONCRETE.
 BK3240'
 BK3240'REFERENCE MARK NO. 1 IS NE AND ACROSS ROAD FROM STATION.
 BK3240'45 FEET E OF CENTER LINE OF ROAD.  12.8 FEET W OF CONCRETE
 BK3240'POST RIGHT-OF-WAY MARKER.  THE MARK PROJECTS 4 INCHES.
 BK3240'
 BK3240'REFERENCE MARK NO. 2 IS SE AND ACROSS ROAD FROM STATION.
 BK3240'45 FEET E OF CENTER LINE OF ROAD.  THE MARK PROJECTS 5 INCHES.
 BK3240'
 BK3240'THE DISTANCE BETWEEN THE REFERENCE MARKS IN 266.59 FEET.
 BK3240'
 BK3240'THE AZIMUTH MARK IS N OF THE STATION.  AT E SIDE OF STATE
 BK3240'HIGHWAY 8.  6 FEET E OF ROAD DITCH.  40 FEET E OF CENTER
 BK3240'LINE OF ROAD.  THE MARK PROJECTS 6 INCHES.
 BK3240'
 BK3240'TO REACH THE STATION FROM JASPER GO S ON STATE HIGHWAY 8,
 BK3240'FROM THE SW CORNER OF THE SQUARE 7.0 MILES TO STATION ON
 BK3240'RIGHT.
 BK3240'
 BK3240'A 126-FOOT SIGNAL AT COW IS VISIBLE AT 76 FEET, A 136-FOOT
 BK3240'SIGNAL AT JAMESTOWN IS VISIBLE AT 76 FEET, A 136-FOOT SIGNAL
 BK3240'AT CANEY IS VISIBLE AT 76 FEET, A 126-FOOT SIGNAL AT TOWN
 BK3240'IS VISIBLE AT 88 FEET, A 126-FOOT SIGNAL AT GRAHAM IS VISIBLE
 BK3240'AT 88 FEET, AND A 100-FOOT SIGNAL AT JASPER IS VISIBLE AT
 BK3240'76 FEET.
 BK3240
 BK3240                          STATION RECOVERY (1936)
 BK3240
 BK3240'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1936
 BK3240'STATION AND DESCRIPTION GOOD.
 BK3240
 BK3240                          STATION RECOVERY (1941)
 BK3240
 BK3240'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 BK3240'RECOVERED BY REPUBLIC PROD GEOPHYSICAL
 BK3240'
 BK3240'MARK IS IN GOOD CONDITION.
 BK3240
 BK3240                          STATION RECOVERY (1943)
 BK3240
 BK3240'RECOVERY NOTE BY US ENGINEERS 1943
 BK3240'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BK3240'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK3240
 BK3240                          STATION RECOVERY (1958)
 BK3240
 BK3240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 BK3240'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BK3240'IN GOOD CONDITION AS DESCRIBED.  THE STATION IS ABOUT 6-1/2
 BK3240'MILES SOUTH-SOUTHEAST OF JASPER.  ON LAND OWNED BY JACK HENDERSON
 BK3240'OF JASPER.  AT TOP OF GRADE ON WEST SIDE OF U.S. 96.  ALL
 BK3240'OF THE TREES HAVE BEEN REMOVED.  STATION IS 130 FEET NORTHEAST
 BK3240'OF FRONT PORCH OF A 2-STORY FRAME HOUSE.  STATION IS IN
 BK3240'NORTHEAST CORNER OF YARD.  STATION IS ABOUT FLUSH WITH THE
 BK3240'GROUND, APPROXIMATELY 0.7 MILE SOUTH OF ZION HILL
 BK3240'LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0995 ***********************************************************************
 BM0995  DESIGNATION -  ZION EVAN LUTHERAN CH SPIRE
 BM0995  PID         -  BM0995
 BM0995  STATE/COUNTY-  TX/WASHINGTON
 BM0995  USGS QUAD   -  BRENHAM (1989)
 BM0995
 BM0995                         *CURRENT SURVEY CONTROL
 BM0995  ___________________________________________________________________
 BM0995* NAD 83(1993)-  30 12 02.70191(N)    096 29 26.56975(W)     ADJUSTED  
 BM0995* NAVD 88     -                                                        
 BM0995  ___________________________________________________________________
 BM0995  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 BM0995  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BM0995
 BM0995  HORZ ORDER  -  THIRD
 BM0995
 BM0995.The horizontal coordinates were established by classical geodetic methods
 BM0995.and adjusted by the National Geodetic Survey in February 1996..
 BM0995
 BM0995
 BM0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0995
 BM0995.The geoid height was determined by GEOID03.
 BM0995
 BM0995;                    North         East     Units Scale Factor Converg.
 BM0995;SPC TX C     - 3,065,597.212 1,069,930.062   MT  0.99997862   +1 58 45.0
 BM0995;SPC TX C     -10,057,713.52  3,510,262.21   sFT  0.99997862   +1 58 45.0
 BM0995;SPC TXSC     - 4,264,973.957   841,598.851   MT  0.99997719   +1 13 45.6
 BM0995;SPC TXSC     -13,992,668.72  2,761,145.56   sFT  0.99997719   +1 13 45.6
 BM0995;UTM  14      - 3,343,692.434   741,564.673   MT  1.00031998   +1 15 46.3
 BM0995
 BM0995                          SUPERSEDED SURVEY CONTROL
 BM0995
 BM0995  NAD 83(1986)-  30 12 02.71771(N)    096 29 26.55329(W) AD(       ) 4
 BM0995  NAD 27      -  30 12 01.95000(N)    096 29 25.67000(W) AD(       ) 3
 BM0995
 BM0995.Superseded values are not recommended for survey control.
 BM0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0995.See file dsdata.txt to determine how the superseded data were derived.
 BM0995
 BM0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU4156543692(NAD 83)
 BM0995_MARKER: 90 = CHURCH SPIRE
 BM0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0995+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 BM0995
 BM0995  HISTORY     - Date     Condition        Report By
 BM0995  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0995  HISTORY     - 19991009 GOOD             USPSQD
 BM0995  HISTORY     - 20040327 GOOD             USPSQD
 BM0995
 BM0995                          STATION DESCRIPTION
 BM0995
 BM0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0995'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF THE ZION
 BM0995'EVANGELICAL LUTHERAN CHURCH.  THE CHURCH IS A WHITE, WOODEN
 BM0995'BUILDING, WITH A SQUARE WHITE TOWER AND BELFRY AT THE NW
 BM0995'CENTER OVER ENTRANCE.  THE BELFRY HAS A LOUVERED WINDOW ON
 BM0995'EACH SIDE.  THE LOUVERS ARE PAINTED GREEN.  THE BELFRY IS
 BM0995'SURMOUNTED BY A GRAY, SHEET-METAL COVERED SPIRE, WITH A BALL
 BM0995'AND CROSS AT THE TIP.  THE BASE OF THE SPIRE IS SQUARE, WITH
 BM0995'A SMALL TRIANGULAR-SHAPED DORMER PROJECTION ON EACH SIDE.
 BM0995'THE UPPER PART OF THE SPIRE IS OCTAGONAL.  THE SPIRE IS ABOUT
 BM0995'75 FEET HIGH AND QUITE PROMINENT.  THE BUILDING WAS ERECTED
 BM0995'IN 1900.
 BM0995'
 BM0995'THE CHURCH IS ABOUT 6 MILES WNW OF BRENHAM AND ABOUT 6 MILES
 BM0995'E OF BURTON, IN THE VILLAGE OF ZIONSVILLE.  IT IS ABOUT 500
 BM0995'FEET SE OF A DIRT ROAD AND ABOUT 200 FEET NE OF A DIRT ROAD.
 BM0995
 BM0995                          STATION RECOVERY (1999)
 BM0995
 BM0995'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0995'RECOVERED IN GOOD CONDITION.
 BM0995
 BM0995                          STATION RECOVERY (2004)
 BM0995
 BM0995'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3241 ***********************************************************************
 BK3241  DESIGNATION -  ZION LOOKOUT
 BK3241  PID         -  BK3241
 BK3241  STATE/COUNTY-  TX/JASPER
 BK3241  USGS QUAD   -  ROGANVILLE (1984)
 BK3241
 BK3241                         *CURRENT SURVEY CONTROL
 BK3241  ___________________________________________________________________
 BK3241* NAD 83(1993)-  30 50 13.86390(N)    093 58 14.55373(W)     ADJUSTED  
 BK3241* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 BK3241  ___________________________________________________________________
 BK3241  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 BK3241  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BK3241
 BK3241  HORZ ORDER  -  SECOND
 BK3241
 BK3241.The horizontal coordinates were established by classical geodetic methods
 BK3241.and adjusted by the National Geodetic Survey in February 1996..
 BK3241
 BK3241.The orthometric height was scaled from a topographic map.
 BK3241
 BK3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3241
 BK3241.The geoid height was determined by GEOID03.
 BK3241
 BK3241;                    North         East     Units Scale Factor Converg.
 BK3241;SPC TX C     - 3,147,158.369 1,308,286.398   MT  0.99988583   +3 16 37.7
 BK3241;SPC TX C     -10,325,302.08  4,292,269.62   sFT  0.99988583   +3 16 37.7
 BK3241;UTM  15      - 3,411,961.217   407,171.003   MT  0.99970630   -0 29 51.4
 BK3241
 BK3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3241!SPC TX C     -   0.99998725  x   0.99988583  =   0.99987309
 BK3241!UTM  15      -   0.99998725  x   0.99970630  =   0.99969356
 BK3241
 BK3241:                Primary Azimuth Mark                     Grid Az
 BK3241:SPC TX C     -  ZION LOOKOUT AZ MK                       179 03 03.4
 BK3241:UTM  15      -  ZION LOOKOUT AZ MK                       182 49 32.5
 BK3241
 BK3241|---------------------------------------------------------------------|
 BK3241| PID    Reference Object                     Distance      Geod. Az  |
 BK3241|                                                           dddmmss.s |
 BK3241| CV8678 ZION LOOKOUT AZ MK                                 1821941.1 |
 BK3241|---------------------------------------------------------------------|
 BK3241
 BK3241                          SUPERSEDED SURVEY CONTROL
 BK3241
 BK3241  NAD 83(1986)-  30 50 13.87337(N)    093 58 14.54840(W) AD(       ) 2
 BK3241  NAD 27      -  30 50 13.14633(N)    093 58 13.87564(W) AD(       ) 2
 BK3241
 BK3241.Superseded values are not recommended for survey control.
 BK3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3241.See file dsdata.txt to determine how the superseded data were derived.
 BK3241
 BK3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0717111961(NAD 83)
 BK3241_MARKER: DS = TRIANGULATION STATION DISK
 BK3241_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BK3241+WITH SETTING: PAVEMENT
 BK3241
 BK3241  HISTORY     - Date     Condition        Report By
 BK3241  HISTORY     - 1935     MONUMENTED       CGS
 BK3241  HISTORY     - 1943     GOOD             USE
 BK3241  HISTORY     - 1957     GOOD             CGS
 BK3241  HISTORY     - 1966     GOOD             CGS
 BK3241  HISTORY     - 1978     GOOD             USGS
 BK3241
 BK3241                          STATION DESCRIPTION
 BK3241
 BK3241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3241'THIS INTERSECTION STATION IS 6.4 MILES BY ROAD (STATE HIGHWAY
 BK3241'8) S BY E OF THE SW CORNER OF THE SQUARE IN JASPER, 160 FEET
 BK3241'E OF THE CENTER LINE OF THE HIGHWAY.  IT IS CENTERED UNDER THE
 BK3241'CENTER BOLT OF THE ROOF OF THE ZION HILL FIRE LOOKOUT TOWER.
 BK3241'
 BK3241'THE STATION IS MARKED BY A STANDARD MARK CEMENTED IN A DRILL
 BK3241'HOLE IN THE FLOOR SLAB OF THE CONCRETE TOOL BOX WHICH IS
 BK3241'LOCATED APPROXIMATELY UNDER THE CENTER OF THE TOWER.  THIS BOX
 BK3241'IS ABOUT 4 BY 4 BY 8 FEET.  ITS WALLS ARE ABOUT 5 INCHES
 BK3241'THICK.  THE FLOOR SLAB IS THICKER.
 BK3241'
 BK3241'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BK3241'IS ABOUT 0.2 MILE S OF THE STATION,
 BK3241'ALONG THE W RIGHT-OF-WAY OF THE NEW HIGHWAY, ABOUT 200 YARDS
 BK3241'S OF THE POINT WHERE THE OLD HIGHWAY FORKS TO THE SW OFF THE
 BK3241'NEW HIGHWAY.  THE AZIMUTH MARK IS ABOUT 57 FEET W OF THE
 BK3241'CENTER LINE OF THE HIGHWAY AND ABOUT 5 FEET E OF THE BRUSH
 BK3241'LINE ALONG THE W RIGHT-OF-WAY.  THE AZIMUTH MARK IS FLUSH WITH
 BK3241'THE SURFACE OF THE GROUND.  IT IS NOT VISIBLE FROM THE GROUND
 BK3241'AT THE STATION.
 BK3241
 BK3241                          STATION RECOVERY (1943)
 BK3241
 BK3241'RECOVERY NOTE BY US ENGINEERS 1943
 BK3241'THE TOOL BOX IN WHICH THE STATION IS LOCATED WAS LOCKED.
 BK3241'HOWEVER, A MAN WHO WORKS IN THE TOWER SAID THAT HE HAD SEEN
 BK3241'THE STATION RECENTLY AND THAT IT IS IN GOOD CONDITION.  THE
 BK3241'AZIMUTH MARK WAS LOCATED IN GOOD CONDITION AS DESCRIBED.
 BK3241
 BK3241                          STATION RECOVERY (1957)
 BK3241
 BK3241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BC)
 BK3241'PRESENT DESCRIPTION IS GOOD.  HIGHWAY IS NOW NO. 96.  STATION
 BK3241'IN GOOD CONDITION.
 BK3241
 BK3241                          STATION RECOVERY (1966)
 BK3241
 BK3241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3241'RECOVERED AS PREVIOUSLY DESCRIBED IN 1935.  HIGHWAY IS NOW U. S.
 BK3241'HIGHWAY 96.
 BK3241
 BK3241                          STATION RECOVERY (1978)
 BK3241
 BK3241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (PI)
 BK3241'DESCRIPTION IS GOOD.  THE MARK WAS FOUND IN GOOD CONDITION.  THE ONLY
 BK3241'EXCEPTION IS THAT THE 4 BY 4 BY 8 FOOT BUILDING DESCRIBED IN THE OLD
 BK3241'DESCRIPTION IS GONE.  THE MARK IS DIRECTLY UNDER THE LOOKOUT TOWER.
 BK3241'
 BK3241'DIRECTION AND DISTANCE 6.4 MILES SOUTH OF JASPER ON HIGHWAY 96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2013 ***********************************************************************
 FL2013  DESIGNATION -  ZIP RESET
 FL2013  PID         -  FL2013
 FL2013  STATE/COUNTY-  TX/ROBERTS
 FL2013  USGS QUAD   -  HORSE CREEK SOUTH (1972)
 FL2013
 FL2013                         *CURRENT SURVEY CONTROL
 FL2013  ___________________________________________________________________
 FL2013* NAD 83(1993)-  35 47 22.88210(N)    100 44 21.70735(W)     ADJUSTED  
 FL2013* NAVD 88     -       938.     (meters)    3077.     (feet)  SCALED    
 FL2013  ___________________________________________________________________
 FL2013  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 FL2013  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FL2013
 FL2013  HORZ ORDER  -  SECOND
 FL2013
 FL2013.The horizontal coordinates were established by classical geodetic methods
 FL2013.and adjusted by the National Geodetic Survey in February 1996..
 FL2013
 FL2013.The orthometric height was scaled from a topographic map.
 FL2013
 FL2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2013
 FL2013.The geoid height was determined by GEOID03.
 FL2013
 FL2013;                    North         East     Units Scale Factor Converg.
 FL2013;SPC TX N     - 1,198,808.801   268,758.091   MT  0.99993187   +0 26 26.9
 FL2013;SPC TX N     - 3,933,091.87    881,750.50   sFT  0.99993187   +0 26 26.9
 FL2013;UTM  14      - 3,962,017.915   342,812.464   MT  0.99990447   -1 01 02.7
 FL2013
 FL2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2013!SPC TX N     -   0.99985702  x   0.99993187  =   0.99978890
 FL2013!UTM  14      -   0.99985702  x   0.99990447  =   0.99976151
 FL2013
 FL2013|---------------------------------------------------------------------|
 FL2013| PID    Reference Object                     Distance      Geod. Az  |
 FL2013|                                                           dddmmss.s |
 FL2013| CL3698 ZIP RM 3                             16.453 METERS 07721     |
 FL2013| CL3696 ZIP RM 1                             12.624 METERS 14829     |
 FL2013| CL3695 ZIP AZ MK 2                                        16512     |
 FL2013| CL3694 ZIP AZ MK                                          1653132.2 |
 FL2013| CL3697 ZIP RM 2                              8.650 METERS 24813     |
 FL2013|---------------------------------------------------------------------|
 FL2013
 FL2013                          SUPERSEDED SURVEY CONTROL
 FL2013
 FL2013  NAD 83(1993)-  35 47 22.88292(N)    100 44 21.70680(W) AD(       ) 2
 FL2013  NAD 83(1986)-  35 47 22.88808(N)    100 44 21.69577(W) AD(       ) 2
 FL2013  NAD 27      -  35 47 22.73500(N)    100 44 20.18400(W) AD(       ) 2
 FL2013
 FL2013.Superseded values are not recommended for survey control.
 FL2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2013.See file dsdata.txt to determine how the superseded data were derived.
 FL2013
 FL2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4281262018(NAD 83)
 FL2013_MARKER: DS = TRIANGULATION STATION DISK
 FL2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2013
 FL2013  HISTORY     - Date     Condition        Report By
 FL2013  HISTORY     - 1951     MONUMENTED       CGS
 FL2013  HISTORY     - 1957     GOOD             CGS
 FL2013  HISTORY     - 1971     SEE DESCRIPTION  USGS
 FL2013  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FL2013
 FL2013                          STATION DESCRIPTION
 FL2013
 FL2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2013'THE STATION IS LOCATED APPROXIMATELY 12 MILES AIR LINE SOUTH
 FL2013'OF THE CANADIAN RIVER.  10 MILES EAST OF STATE HIGHWAY 70.
 FL2013'8 MILES NORTHWEST OF MIAMI.  1/4 MILE EAST OF THE RED COLORED
 FL2013'BREAKS AT THE HEAD OF A WASH, ON THE WEST SIDE OF FARM ROAD
 FL2013'283, AND 35 YARDS SOUTH OF A POINT WHERE THE ROAD CURVES
 FL2013'SHARPLY TO THE WEST.
 FL2013'
 FL2013'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FL2013'60 AND FARM ROAD 282 IN MIAMI, GO NORTH ON FARM ROAD 282 FOR
 FL2013'1.4 MILES TO THE INTERSECTION WITH FARM ROAD 283.  KEEP RIGHT
 FL2013'FORK AND FOLLOW FARM ROAD 283 FOR 7.0 MILES TO THE END OF THE
 FL2013'PAVEMENT.  CONTINUE NORTHERLY ON THE GRAVEL ROAD FOR 1.7
 FL2013'MILES TO THE SUMMIT OF A GRADE AND GATES ON BOTH SIDES OF OF
 FL2013'THE ROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHERLY
 FL2013'ON THE GRAVEL ROAD FOR 0.9 MILE TO A NOTICEABLE RISE, 35 YARDS
 FL2013'SOUTH OF A CURVE TO THE LEFT, HIGHER GROUND ON THE RIGHT SIDE
 FL2013'OF THE ROAD AND THE STATION ON THE LEFT.
 FL2013'
 FL2013'THE STATION MARK, STAMPED ZIP 1951, IS A BRONZE DISK SET IN A
 FL2013'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 30 FEET
 FL2013'WEST OF THE CENTER OF THE ROAD.  7 FEET WEST OF A FENCE
 FL2013'LINE AND 6 FEET WEST OF A WHITE WITNESS POST.
 FL2013'
 FL2013'REFERENCE MARK NO. 1, STAMPED ZIP NO 1 1951, IS A BRONZE
 FL2013'DISK SET IN SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 FL2013'IT IS 25 FEET WEST OF THE CENTER OF THE ROAD AND 1 FOOT WEST
 FL2013'OF A FENCE LINE.
 FL2013'
 FL2013'REFERENCE MARK NO. 2, STAMPED ZIP NO 2 1951, IS A BRONZE DISK
 FL2013'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES AND IT
 FL2013'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 FL2013'
 FL2013'THE AZIMUTH MARK, STAMPED ZIP 1951, IS A BRONZE DISK SET
 FL2013'IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 50
 FL2013'YARDS WEST OF A LONE WINDMILL.  25 FEET EAST OF THE CENTER
 FL2013'OF THE ROAD.  4 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 FL2013'NORTHWEST OF A GATE POST.
 FL2013
 FL2013                          STATION RECOVERY (1957)
 FL2013
 FL2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 FL2013'THIS STATION, THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 FL2013'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2, WAS FOUND
 FL2013'OUT OF THE GROUND AND THE MARK WAS RESTAMPED ZIP 1951 NO. 3 1957
 FL2013'AND RESET.  THE 1951 AZIMUTH MARK WAS IN THE WAY OF HIGHWAY
 FL2013'CONSTRUCTION AND WAS REMOVED AFTER A NEW AZIMUTH MARK WAS
 FL2013'ESTABLISHED.  A REVISED DESCRIPTION IS AS FOLLOWS-
 FL2013'
 FL2013'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF MIAMI ALONG THE
 FL2013'EAST SIDE OF F.M. HIGHWAY 283 AT THE TOP OF A DIVIDE AND A
 FL2013'HIGHWAY CURVE TO THE LEFT.  THE STATION IS A STANDARD DISK
 FL2013'STAMPED ZIP 1951 IN A CONCRETE POST PROJECTING ABOUT 5 INCHES,
 FL2013'40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 40 FEET
 FL2013'WEST OF AN ABANDONED SECTION OF THE HIGHWAY IN THE OPEN WEDGE
 FL2013'AREA BETWEEN THE TWO HIGHWAY BEDS.  IT IS 6 FEET WEST OF A 4 X 4
 FL2013'POST AND 6 FEET SOUTH OF A TELEPHONE POLE.
 FL2013'
 FL2013'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ZIP NO. 1 1951
 FL2013'IN A CONCRETE POST PROJECTING 4 INCHES AND IS IN THE SOUTH
 FL2013'POINT OF THE WEDGE AREA.
 FL2013'
 FL2013'REFERENCE MARK NO. 3 IS THE ORIGINAL REFERENCE MONUMENT
 FL2013'NO. 2 SET IN THE EAST EDGE OF THE OLD HIGHWAY AND PROJECTS ABOUT
 FL2013'6 INCHES.
 FL2013'
 FL2013'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ZIP 1951 1957 IN
 FL2013'A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, IN THE EAST
 FL2013'RIGHT-OF-WAY FENCE 0.8 MILE SOUTH OF THE STATION.  IT IS NORTH
 FL2013'OF THE NORTH GATE POST AND NEAR A LONE WELL.
 FL2013'
 FL2013'TO REACH THE STATION FROM MIAMI.  GO NORTH AND NORTHWEST
 FL2013'ON F.M. HIGHWAY 283 FROM THE JUNCTION WITH U.S. HIGHWAY NO. 60,
 FL2013'8.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.  THEN CONTINUE
 FL2013'ON THE HIGHWAY 0.8 MILE TO THE CURVE TO THE LEFT AND THE STATION
 FL2013'ON THE RIGHT.
 FL2013
 FL2013                          STATION RECOVERY (1971)
 FL2013
 FL2013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL2013'TO REACH DESCRIPTION IS ADEQUATE.  REFERENCE MARKS 1 AND 3 WERE
 FL2013'FOUND IN GOOD CONDITION.  STATION MARK HAS BEEN HIT BY ROAD
 FL2013'MACHINERY AND THE TOP HAS BEEN KNOCKED OFF TABLET GONE, SURFACE
 FL2013'MARK WAS NOT KNOCKED OUT OF POSITION AND IT IS ASSUMED THAT THE
 FL2013'UNDERGROUND MARK IS IN GOOD CONDITION.
 FL2013'
 FL2013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STA. IS LOCATED
 FL2013'ABOUT 8 MI NW OF MIAMI ALONG THE E SIDE OF F.M. HWY. 283
 FL2013
 FL2013                          STATION RECOVERY (1972)
 FL2013
 FL2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FL2013'THE STATION SUB-SURFACE MARK, REFERENCE MARKS 1 AND 3 AND THE
 FL2013'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FL2013'STATION SURFACE MARK WAS FOUND TO HAVE BEEN DESTROYED.  A NEW
 FL2013'SURFACE MARK WAS ESTABLISHED FROM THE SUB-SURFACE MARK AT THIS
 FL2013'TIME.
 FL2013'
 FL2013'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FL2013'
 FL2013'THE STATION IS LOCATED 22 MILES NORTHEAST OF PAMPA, 12-1/2
 FL2013'MILES SOUTH OF THE CANADIAN RIVER AND 9 MILES NORTHWEST OF
 FL2013'MIAMI.
 FL2013'
 FL2013'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60
 FL2013'AND FARM ROADS 282 AND 283 IN MIAMI.  GO WESTERLY ON F.M. ROAD
 FL2013'282 AND 283 FOR 1.3 MILES TO THE INTERSECTION OF F.M. ROADS 282
 FL2013'AND 283, KEEP RIGHT AND GO NORTHWESTERLY ON F.M. ROAD 283 FOR
 FL2013'6.15 MILES TO THE JUNCTION OF F.M. ROAD 2699 ON THE LEFT.
 FL2013'CONTINUE STRAIGHT AHEAD NORTHERLY ON F.M. ROAD FOR 1.9 MILES
 FL2013'TO A SIDE ROAD ON THE RIGHT AND AZIMUTH MARK ON THE RIGHT.
 FL2013'CONTINUE STRAIGHT AHEAD NORTH ON F.M. ROAD 283 FOR 0.85 MILE
 FL2013'TO STATION ON THE RIGHT.
 FL2013'
 FL2013'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FL2013'CONCRETE MARK THAT IS FLUSH WITH THE GROUND AND THE DISK IS
 FL2013'STAMPED ZIP 1951 1971.  IT IS 116 PACES SOUTHWEST OF A WINDMILL,
 FL2013'92 PACES NORTHWEST OF A GATE, 38 FEET EAST-NORTHEAST OF THE
 FL2013'CENTER-LINE OF F.M. ROAD 283, 6.6 FEET SOUTHWEST OF THE
 FL2013'FENCE-LINE AND 6.0 FEET SOUTHWEST OF A METAL WITNESS POST.
 FL2013'
 FL2013'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 FL2013'A SQUARE CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND IS
 FL2013'STAMPED ZIP NO 1 1951.  IT IS 31 FEET NORTHEAST OF THE CENTER-LINE
 FL2013'OF F.M. ROAD 283, 43 FEET SOUTHEAST OF A METAL WITNESS POST
 FL2013'AND 13.8 FEET SOUTHWEST OF THE FENCE LINE.
 FL2013'
 FL2013'REFERENCE MARK NO. 3, IS A STANDARD DISK, SET IN THE TOP OF
 FL2013'A SQUARE CONCRETE POST THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED
 FL2013'ZIP 1951 NO 3 1957.  IT IS 85 FEET NORTHEAST OF THE CENTER-LINE
 FL2013'OF F.M. ROAD 283, 49 FEET EAST OF A METAL WITNESS POST AND 40
 FL2013'FEET NORTHEAST OF THE FENCELINE.
 FL2013'
 FL2013'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FL2013'CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND THE DISK IS
 FL2013'STAMPED ZIP 1951 1957.  IT IS 45 PACES WEST OF A WINDMILL,
 FL2013'51 FEET NORTHEAST OF THE CENTER-LINE OF F.M. ROAD 283, 9 FEET
 FL2013'NORTH-NORTHWEST OF THE NORTH END OF GATE, 1.4 FEET EAST-NORTHEAST
 FL2013'OF A METAL WITNESS POST AND 1-FOOT EAST OF THE FENCE-LINE.
 FL2013'
 FL2013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 FL2013'NORTHWEST OF MIAMI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0980 ***********************************************************************
 DO0980  DESIGNATION -  ZUBER
 DO0980  PID         -  DO0980
 DO0980  STATE/COUNTY-  TX/JACK
 DO0980  USGS QUAD   -  NEWPORT (1964)
 DO0980
 DO0980                         *CURRENT SURVEY CONTROL
 DO0980  ___________________________________________________________________
 DO0980* NAD 83(1993)-  33 25 51.98104(N)    098 00 17.77892(W)     ADJUSTED  
 DO0980* NAVD 88     -       372.9    (meters)    1223.     (feet)  VERTCON   
 DO0980  ___________________________________________________________________
 DO0980  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DO0980  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DO0980
 DO0980  HORZ ORDER  -  THIRD
 DO0980
 DO0980.The horizontal coordinates were established by classical geodetic methods
 DO0980.and adjusted by the National Geodetic Survey in February 1996..
 DO0980
 DO0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0980
 DO0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0980
 DO0980.The geoid height was determined by GEOID03.
 DO0980
 DO0980;                    North         East     Units Scale Factor Converg.
 DO0980;SPC TXNC     - 2,195,768.800   646,033.745   MT  0.99989448   +0 16 12.0
 DO0980;SPC TXNC     - 7,203,951.47  2,119,529.05   sFT  0.99989448   +0 16 12.0
 DO0980;UTM  14      - 3,699,523.596   592,501.644   MT  0.99970549   +0 32 53.7
 DO0980
 DO0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0980!SPC TXNC     -   0.99994575  x   0.99989448  =   0.99984023
 DO0980!UTM  14      -   0.99994575  x   0.99970549  =   0.99965125
 DO0980
 DO0980                          SUPERSEDED SURVEY CONTROL
 DO0980
 DO0980  NAD 83(1993)-  33 25 51.98295(N)    098 00 17.77602(W) AD(       ) 3
 DO0980  NAD 83(1986)-  33 25 51.98431(N)    098 00 17.76505(W) AD(       ) 3
 DO0980  NGVD 29 (07/26/91)  372.9    (m)         1223.     (f) VERT ANG       
 DO0980
 DO0980.Superseded values are not recommended for survey control.
 DO0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0980.See file dsdata.txt to determine how the superseded data were derived.
 DO0980
 DO0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB9250299524(NAD 83)
 DO0980_MARKER: DS = TRIANGULATION STATION DISK
 DO0980_SETTING: 0 = UNSPECIFIED SETTING
 DO0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0980
 DO0980  HISTORY     - Date     Condition        Report By
 DO0980  HISTORY     - 1958     MONUMENTED       USGS
 DO0980
 DO0980                          STATION DESCRIPTION
 DO0980
 DO0980'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DO0980'STATION IS IN JACK COUNTY, TEXAS, ABOUT 13.0 MI. SW. OF BOWIE, TEXAS,
 DO0980'2.5 MI. S-SE. OF NEWPORT, TEXAS, 0.5 MI. NE. OF A RANCH HOUSE, 0.1
 DO0980'MI. NE. OF A STOCK TANK, ON THE TOP OF A HILL CLEARED OF TIMBER, AND
 DO0980'ABOUT 200 FT. FROM THE SOUTHERN RIM OF THIS HILL AND ON PROPERTY
 DO0980'OWNED BY A MR. ZUBER.
 DO0980'
 DO0980'STATION MARK--STANDARD TABLET SET IN A ROCK PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1953 ***********************************************************************
 FL1953  DESIGNATION -  ZULA
 FL1953  PID         -  FL1953
 FL1953  STATE/COUNTY-  TX/WHEELER
 FL1953  USGS QUAD   -  SHAMROCK WEST (1978)
 FL1953
 FL1953                         *CURRENT SURVEY CONTROL
 FL1953  ___________________________________________________________________
 FL1953* NAD 83(1993)-  35 13 37.02065(N)    100 18 24.75363(W)     ADJUSTED  
 FL1953* NAVD 88     -       734.     (meters)    2408.     (feet)  SCALED    
 FL1953  ___________________________________________________________________
 FL1953  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 FL1953  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1953
 FL1953  HORZ ORDER  -  THIRD
 FL1953
 FL1953.The horizontal coordinates were established by classical geodetic methods
 FL1953.and adjusted by the National Geodetic Survey in February 1996..
 FL1953
 FL1953.The orthometric height was scaled from a topographic map.
 FL1953
 FL1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1953
 FL1953.The geoid height was determined by GEOID03.
 FL1953
 FL1953;                    North         East     Units Scale Factor Converg.
 FL1953;SPC TX N     - 1,136,768.999   308,604.804   MT  0.99991640   +0 41 29.2
 FL1953;SPC TX N     - 3,729,549.62  1,012,480.93   sFT  0.99991640   +0 41 29.2
 FL1953;UTM  14      - 3,898,993.882   381,072.127   MT  0.99977431   -0 45 14.1
 FL1953
 FL1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1953!SPC TX N     -   0.99988888  x   0.99991640  =   0.99980528
 FL1953!UTM  14      -   0.99988888  x   0.99977431  =   0.99966321
 FL1953
 FL1953|---------------------------------------------------------------------|
 FL1953| PID    Reference Object                     Distance      Geod. Az  |
 FL1953|                                                           dddmmss.s |
 FL1953| FL1952 ZULA 2                               49.912 METERS 01024     |
 FL1953| FL1947 SHAMROCK RADIO STA KEVA MAST        APPROX. 5.3 KM 0792846.4 |
 FL1953| FL1954 ZULA 1951 AZ MK                     APPROX. 1.5 KM 0920400.6 |
 FL1953| CL3702 ZULA RM 1                            22.317 METERS 09343     |
 FL1953| FL1948 SHAMROCK WATER TANK                 APPROX. 5.4 KM 1050439.9 |
 FL1953| CL3703 ZULA RM 2                            24.363 METERS 26636     |
 FL1953|---------------------------------------------------------------------|
 FL1953
 FL1953                          SUPERSEDED SURVEY CONTROL
 FL1953
 FL1953  NAD 83(1993)-  35 13 37.02157(N)    100 18 24.75347(W) AD(       ) 3
 FL1953  NAD 83(1986)-  35 13 37.02448(N)    100 18 24.74446(W) AD(       ) 3
 FL1953  NAD 27      -  35 13 36.84400(N)    100 18 23.31000(W) AD(       ) 3
 FL1953
 FL1953.Superseded values are not recommended for survey control.
 FL1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1953.See file dsdata.txt to determine how the superseded data were derived.
 FL1953
 FL1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8107298994(NAD 83)
 FL1953_MARKER: DS = TRIANGULATION STATION DISK
 FL1953_SETTING: 66 = SET IN ROCK OUTCROP
 FL1953
 FL1953  HISTORY     - Date     Condition        Report By
 FL1953  HISTORY     - 1951     MONUMENTED       CGS
 FL1953  HISTORY     - 1965     GOOD             CGS
 FL1953
 FL1953                          STATION DESCRIPTION
 FL1953
 FL1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1953'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 66
 FL1953'WHERE THE HIGHWAY PASSES THROUGH A CUT, ABOUT 3.5 MILES WEST
 FL1953'OF SHAMROCK, 75 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FL1953'3 FEET SOUTH OF AN EAST-WEST FENCE, AND 3 FEET EAST OF A
 FL1953'WITNESS POST.  THE STATION MARK IS A BRONZE DISK STAMPED
 FL1953'ZULA 1951 AND IS SET IN BED ROCK FLUSH WITH THE GROUND.
 FL1953'
 FL1953'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED ZULA NO 1 1951
 FL1953'AND IS SET IN BEDROCK FLUSH WITH THE GROUND.  THE REFERENCE
 FL1953'MARK IS ABOUT 3 FEET LOWER THAN THE STATION MARK.
 FL1953'
 FL1953'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED ZULA NO 2 1951
 FL1953'AND IS SET IN BEDROCK FLUSH WITH THE GROUND.  THE REFERENCE
 FL1953'MARK IS ABOUT 3 FEET LOWER THAN THE STATION MARK.
 FL1953'
 FL1953'THE AZIMUTH MARK IS LOCATED 75 FEET SOUTH OF THE CENTER LINE
 FL1953'OF U.S. HIGHWAY 66, 12 FEET WEST OF THE CENTER OF A DIRT ROAD,
 FL1953'AND 3 FEET SOUTH OF A WITNESS POST.  THE AZIMUTH MARK IS A BRONZE
 FL1953'DISK STAMPED ZULA 1951 AND IS SET IN A CULVERT ABUTMENT WHICH
 FL1953'PROJECTS 2 FEET.
 FL1953'
 FL1953'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 83, GO WEST
 FL1953'ON HIGHWAY 66 FOR 2.6 MILES TO THE AZIMUTH MARK ON THE LEFT
 FL1953'AS DESCRIBED.  CONTINUE WEST ON THE HIGHWAY FOR 0.8 MILE TO
 FL1953'THE STATION MARK ON THE RIGHT AS DESCRIBED.
 FL1953
 FL1953                          STATION RECOVERY (1965)
 FL1953
 FL1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 FL1953'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 FL1953'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 FL1953'MARK NO. 2 WAS FOUND TO BE DESTROYED.  AT THE REQUEST OF THE
 FL1953'TEXAS HIGHWAY DEPARTMENT THE STATION MARK AND REFERENCE MARK
 FL1953'NO. 1 WERE DESTROYED TO CLEAR THE AREA FOR ROAD CONSTRUCTION
 FL1953'AFTER TRIANGULATION STATION ZULA 2 WAS SET AND ITS POSITION
 FL1953'DETERMINED BY TRAVERSE CONNECTION FROM ZULA, NORTH, TO ZULA 2,
 FL1953'DISTANCE BEING 163.75 FEET (49.912 METERS).  THE AZIMUTH MARK
 FL1953'WAS NOT DISTURBED IT WAS USED TO SERVE AS THE AZIMUTH MARK
 FL1953'FOR ZULA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1952 ***********************************************************************
 FL1952  DESIGNATION -  ZULA 2
 FL1952  PID         -  FL1952
 FL1952  STATE/COUNTY-  TX/WHEELER
 FL1952  USGS QUAD   -  SHAMROCK WEST (1978)
 FL1952
 FL1952                         *CURRENT SURVEY CONTROL
 FL1952  ___________________________________________________________________
 FL1952* NAD 83(1993)-  35 13 38.61363(N)    100 18 24.39733(W)     ADJUSTED  
 FL1952* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 FL1952  ___________________________________________________________________
 FL1952  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 FL1952  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1952
 FL1952  HORZ ORDER  -  THIRD
 FL1952
 FL1952.The horizontal coordinates were established by classical geodetic methods
 FL1952.and adjusted by the National Geodetic Survey in February 1996..
 FL1952.No horizontal observational check was made to the station.
 FL1952
 FL1952.The orthometric height was scaled from a topographic map.
 FL1952
 FL1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1952
 FL1952.The geoid height was determined by GEOID03.
 FL1952
 FL1952;                    North         East     Units Scale Factor Converg.
 FL1952;SPC TX N     - 1,136,818.193   308,613.220   MT  0.99991637   +0 41 29.5
 FL1952;SPC TX N     - 3,729,711.02  1,012,508.54   sFT  0.99991637   +0 41 29.5
 FL1952;UTM  14      - 3,899,042.841   381,081.780   MT  0.99977428   -0 45 13.9
 FL1952
 FL1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1952!SPC TX N     -   0.99988903  x   0.99991637  =   0.99980541
 FL1952!UTM  14      -   0.99988903  x   0.99977428  =   0.99966334
 FL1952
 FL1952|---------------------------------------------------------------------|
 FL1952| PID    Reference Object                     Distance      Geod. Az  |
 FL1952|                                                           dddmmss.s |
 FL1952| CL3394 ZULA 2 RM 4                           8.208 METERS 08909     |
 FL1952| FL1954 ZULA 1951 AZ MK                     APPROX. 1.5 KM 0935530.4 |
 FL1952| FL1948 SHAMROCK WATER TANK                 APPROX. 5.4 KM 1053611.7 |
 FL1952| FL1953 ZULA                                 49.912 METERS 19024     |
 FL1952| CL3704 ZULA 2 RM 3                          15.298 METERS 27146     |
 FL1952|---------------------------------------------------------------------|
 FL1952
 FL1952                          SUPERSEDED SURVEY CONTROL
 FL1952
 FL1952  NAD 83(1993)-  35 13 38.61455(N)    100 18 24.39717(W) AD(       ) 3
 FL1952  NAD 83(1986)-  35 13 38.61746(N)    100 18 24.38816(W) AD(       ) 3
 FL1952  NAD 27      -  35 13 38.43700(N)    100 18 22.95400(W) AD(       ) 3
 FL1952
 FL1952.Superseded values are not recommended for survey control.
 FL1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1952.See file dsdata.txt to determine how the superseded data were derived.
 FL1952
 FL1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8108299043(NAD 83)
 FL1952_MARKER: DD = SURVEY DISK
 FL1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1952
 FL1952  HISTORY     - Date     Condition        Report By
 FL1952  HISTORY     - 1965     MONUMENTED       TXHD
 FL1952  HISTORY     - 1970     GOOD             USAF
 FL1952
 FL1952                          STATION DESCRIPTION
 FL1952
 FL1952'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965 (EBB)
 FL1952'THE STATION IS ABOUT 3-1/2 MILES WEST ALONG U.S. HIGHWAY 66
 FL1952'FROM SHAMROCK, ON THE NORTH RIGHT-OF-WAY OF THE HIGHWAY AT THE
 FL1952'FENCE LINE.
 FL1952'
 FL1952'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 FL1952'AND 83 IN SHAMROCK, GO WEST ON U.S. HIGHWAY 66 FOR 2.4 MILES TO
 FL1952'F.M. HIGHWAY 2474 AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FL1952'WEST ON U.S. HIGHWAY 66 FOR 1.0 MILE TO THE STATION ON THE
 FL1952'RIGHT.
 FL1952'
 FL1952'STATION MARKS ARE STANDARD DISKS STAMPED ZULA 2 1965.  THE
 FL1952'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 FL1952'THE SURFACE OF THE GROUND.  ABOUT 200 FEET NORTH OF THE CENTER
 FL1952'LINE OF HIGHWAY, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE,
 FL1952'AND 4 FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 FL1952'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE
 FL1952'SURFACE OF THE GROUND.  THE STATION MARK IS AT TEXAS HIGHWAY
 FL1952'DEPARTMENT BASE STATION 694 + 55.
 FL1952'
 FL1952'REFERENCE MARK NO 3, A STANDARD DISK STAMPED ZULA 2 NO 3 1965,
 FL1952'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES.
 FL1952'IT IS 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND IS
 FL1952'ABOUT 1 FOOT LOWER THAN THE STATION.
 FL1952'
 FL1952'REFERENCE MARK NO. 4, A TEXAS HIGHWAY DEPARTMENT MARK WHICH IS
 FL1952'A ROUND METAL DISK ABOUT ONE INCH IN DIAMETER AND SET IN A 12
 FL1952'IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 FL1952'IT IS EAST OF THE STATION, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 FL1952'FENCE LINE.
 FL1952'
 FL1952'AZIMUTH MARK, A STANDARD DISK STAMPED ZULA 1951, IS CEMENTED
 FL1952'IN A DRILL HOLE IN THE WEST HEADWALL OF A CULVERT AT THE SOUTHWEST
 FL1952'ANGLE OF A CROSSROAD.  IT IS 12 FEET WEST OF THE CENTER LINE
 FL1952'OF THE ROAD LEADING SOUTH, AND 42 FEET SOUTH OF THE CENTER
 FL1952'LINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 66.
 FL1952
 FL1952                          STATION RECOVERY (1970)
 FL1952
 FL1952'RECOVERY NOTE BY US AIR FORCE 1970
 FL1952'STATION RECOVERED IN GOOD CONDITION.  R.M. 3, R.M. 4 AND AZIMUTH
 FL1952'MARK NOT SEARCHED FOR.  1965 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0944 ***********************************************************************
 BM0944  DESIGNATION -  ZULCH
 BM0944  PID         -  BM0944
 BM0944  STATE/COUNTY-  TX/MADISON
 BM0944  USGS QUAD   -  CANARY (1989)
 BM0944
 BM0944                         *CURRENT SURVEY CONTROL
 BM0944  ___________________________________________________________________
 BM0944* NAD 83(1993)-  30 56 39.23305(N)    096 10 05.64092(W)     ADJUSTED  
 BM0944* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 BM0944  ___________________________________________________________________
 BM0944  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BM0944  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BM0944
 BM0944  HORZ ORDER  -  FIRST
 BM0944
 BM0944.The horizontal coordinates were established by classical geodetic methods
 BM0944.and adjusted by the National Geodetic Survey in February 1996..
 BM0944
 BM0944.The orthometric height was scaled from a topographic map.
 BM0944
 BM0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0944
 BM0944.The geoid height was determined by GEOID03.
 BM0944
 BM0944;                    North         East     Units Scale Factor Converg.
 BM0944;SPC TX C     - 3,149,073.839 1,097,876.236   MT  0.99988224   +2 08 43.0
 BM0944;SPC TX C     -10,331,586.42  3,601,948.95   sFT  0.99988224   +2 08 43.0
 BM0944;UTM  14      - 3,426,860.964   770,547.063   MT  1.00050299   +1 27 25.2
 BM0944
 BM0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0944!SPC TX C     -   0.99998530  x   0.99988224  =   0.99986754
 BM0944!UTM  14      -   0.99998530  x   1.00050299  =   1.00048828
 BM0944
 BM0944:                Primary Azimuth Mark                     Grid Az
 BM0944:SPC TX C     -  NORMANGEE MUNICIPAL TANK                 025 30 17.0
 BM0944:UTM  14      -  NORMANGEE MUNICIPAL TANK                 026 11 34.8
 BM0944
 BM0944|---------------------------------------------------------------------|
 BM0944| PID    Reference Object                     Distance      Geod. Az  |
 BM0944|                                                           dddmmss.s |
 BM0944| BZ1392 NORMANGEE MUNICIPAL TANK            APPROX.10.8 KM 0273900.0 |
 BM0944| CV8680 ZULCH RM 1                           37.402 METERS 05559     |
 BM0944| CV8679 ZULCH AZ MK                                        1714134.2 |
 BM0944| BM0959 KURTEN ZION EVAN CHURCH SPIRE       APPROX.19.7 KM 2081749.0 |
 BM0944| BM0961 KURTEN LUTHERAN CHURCH SPIRE        APPROX.19.5 KM 2123720.1 |
 BM0944| CV8681 ZULCH RM 2                           27.609 METERS 27236     |
 BM0944|---------------------------------------------------------------------|
 BM0944
 BM0944                          SUPERSEDED SURVEY CONTROL
 BM0944
 BM0944  NAD 83(1986)-  30 56 39.24654(N)    096 10 05.62114(W) AD(       ) 1
 BM0944  NAD 27      -  30 56 38.56700(N)    096 10 04.76700(W) AD(       ) 1
 BM0944
 BM0944.Superseded values are not recommended for survey control.
 BM0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0944.See file dsdata.txt to determine how the superseded data were derived.
 BM0944
 BM0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV7054726861(NAD 83)
 BM0944_MARKER: DS = TRIANGULATION STATION DISK
 BM0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0944+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 BM0944
 BM0944  HISTORY     - Date     Condition        Report By
 BM0944  HISTORY     - 1943     MONUMENTED       CGS
 BM0944  HISTORY     - 20041210 GOOD             INDIV
 BM0944
 BM0944                          STATION DESCRIPTION
 BM0944
 BM0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0944'STATION IS LOCATED ABOUT 4 MILES NW OF NORTH ZULCH ON LAND
 BM0944'OWNED BY MR. BEN T. SHANKLE.  IT IS 95 FEET N OF THE NE CORNER
 BM0944'OF A HEN HOUSE, 40 FEET S OF A WIRE FENCE AND 28 FEET N OF A
 BM0944'12-INCH TREE WITH A TRIANGULAR BLAZE.  IT IS STAMPED ZULCH 1943
 BM0944'AND PROJECTS 7 INCHES.
 BM0944'
 BM0944'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0944'DISKS SET IN CONCRETE.
 BM0944'
 BM0944'REFERENCE MARK NO. 1 IS NE OF THE STATION 45 FEET NW OF THE
 BM0944'NW CORNER OF AN OLD CONCRETE FOUNDATION AND 1 FOOT S OF THE
 BM0944'WIRE FENCE.  IT IS STAMPED ZULCH NO. 1 1943 AND PROJECTS 8
 BM0944'INCHES.
 BM0944'
 BM0944'REFERENCE MARK NO. 2 IS W OF THE STATION, 32 FEET E OF THE E
 BM0944'END OF A WIRE GATE AND 1 FOOT S OF THE WIRE FENCE.  IT IS STAMPED
 BM0944'ZULCH NO. 2 1943 AND PROJECTS 12 INCHES.
 BM0944'
 BM0944'THE AZIMUTH MARK IS S OF THE STATION, 50 FEET S OF A FENCE
 BM0944'CORNER, 20 FEET E OF THE CENTER LINE OF A GRADED DIRT ROAD
 BM0944'AND 1 FOOT E OF A WIRE FENCE.  IT IS STAMPED ZULCH 1943 AND
 BM0944'PROJECTS 6 INCHES.
 BM0944'
 BM0944'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON U.S.
 BM0944'HIGHWAY 190 AT THE S EDGE OF THE TOWN OF NORTH ZULCH, GO SW
 BM0944'ON HIGHWAY 190 FOR 3.95 MILES TO A SIDE ROAD ON THE RIGHT
 BM0944'(OPPOSITE A SMALL SHACK ON THE LEFT).  THEN RIGHT FOR 2.6 MILES
 BM0944'TO A T-INTERSECTION.  THEN LEFT (W) FOR 0.55 MILE TO A SIDE
 BM0944'ROAD ON THE RIGHT.  THEN RIGHT (N) FOR 0.8 MILE TO A FORKS.
 BM0944'THEN LEFT FORK (MAIN ROAD) FOR 0.4 MILE TO THE AZIMUTH MARK ON
 BM0944'THE RIGHT.  CONTINUE AHEAD FOR 0.3 MILE TO A WIRE GATE ON THE
 BM0944'LEFT.  THEN LEFT, THROUGH GATE, PASSING FOUR SMALL CHICKEN
 BM0944'HOUSES, FOR 0.2 MILE TO THE STATION.
 BM0944'
 BM0944'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM0944
 BM0944                          STATION RECOVERY (2004)
 BM0944
 BM0944'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MES)
 BM0944'RECOVERED AT BASE OF OLD FIRETOWER THAT IS IN VIEW OF BLAGRAVES ROAD
 BM0944'BEHIND LOCKED GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1886 ***********************************************************************
 FL1886  DESIGNATION -  ZYBACK
 FL1886  PID         -  FL1886
 FL1886  STATE/COUNTY-  TX/WHEELER
 FL1886  USGS QUAD   -  ALLISON (1963)
 FL1886
 FL1886                         *CURRENT SURVEY CONTROL
 FL1886  ___________________________________________________________________
 FL1886* NAD 83(1993)-  35 36 19.56469(N)    100 04 18.38066(W)     ADJUSTED  
 FL1886* NAVD 88     -       815.9    (meters)    2677.     (feet)  VERTCON   
 FL1886  ___________________________________________________________________
 FL1886  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FL1886  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FL1886
 FL1886  HORZ ORDER  -  FIRST
 FL1886
 FL1886.The horizontal coordinates were established by classical geodetic methods
 FL1886.and adjusted by the National Geodetic Survey in February 1996..
 FL1886
 FL1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1886
 FL1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1886
 FL1886.The geoid height was determined by GEOID03.
 FL1886
 FL1886;                    North         East     Units Scale Factor Converg.
 FL1886;SPC TX N     - 1,179,036.836   329,397.325   MT  0.99991621   +0 49 39.8
 FL1886;SPC TX N     - 3,868,223.35  1,080,697.72   sFT  0.99991621   +0 49 39.8
 FL1886;SPC OK N     -    69,177.725   412,290.826   MT  0.99999319   -1 13 21.5
 FL1886;SPC OK N     -   226,960.59  1,352,657.48   sFT  0.99999319   -1 13 21.5
 FL1886;UTM  14      - 3,940,715.477   402,922.983   MT  0.99971613   -0 37 26.5
 FL1886
 FL1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1886!SPC TX N     -   0.99987628  x   0.99991621  =   0.99979250
 FL1886!SPC OK N     -   0.99987628  x   0.99999319  =   0.99986947
 FL1886!UTM  14      -   0.99987628  x   0.99971613  =   0.99959245
 FL1886
 FL1886:                Primary Azimuth Mark                     Grid Az
 FL1886:SPC TX N     -  PROVINES                                 050 47 03.4
 FL1886:SPC OK N     -  PROVINES                                 052 50 04.7
 FL1886:UTM  14      -  PROVINES                                 052 14 09.7
 FL1886
 FL1886|---------------------------------------------------------------------|
 FL1886| PID    Reference Object                     Distance      Geod. Az  |
 FL1886|                                                           dddmmss.s |
 FL1886| FK0613 PROVINES                            APPROX.13.8 KM 0513643.2 |
 FL1886| CL3706 ZYBACK RM 1                         121.320 METERS 12546     |
 FL1886| CL3708 ZYBACK RM 3                          69.105 METERS 14047     |
 FL1886| CL3707 ZYBACK RM 2                          71.959 METERS 19008     |
 FL1886| FL1963 WHEELER MUNICIPAL TANK              APPROX.25.5 KM 2252024.9 |
 FL1886| CL3705 ZYBACK AZ MK                                       2690741.4 |
 FL1886| FL1887 ALLISON PRODUCERS CORP ELEV         APPROX. 2.5 KM 2693148.7 |
 FL1886|---------------------------------------------------------------------|
 FL1886
 FL1886                          SUPERSEDED SURVEY CONTROL
 FL1886
 FL1886  NAD 83(1993)-  35 36 19.56475(N)    100 04 18.38062(W) AD(       ) 1
 FL1886  NAD 83(1986)-  35 36 19.56863(N)    100 04 18.36931(W) AD(       ) 1
 FL1886  NAD 27      -  35 36 19.40000(N)    100 04 16.94600(W) AD(       ) 1
 FL1886  NGVD 29 (07/19/86)  815.6    (m)         2676.     (f) VERT ANG       
 FL1886
 FL1886.Superseded values are not recommended for survey control.
 FL1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1886.See file dsdata.txt to determine how the superseded data were derived.
 FL1886
 FL1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0292340715(NAD 83)
 FL1886_MARKER: DS = TRIANGULATION STATION DISK
 FL1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1886
 FL1886  HISTORY     - Date     Condition        Report By
 FL1886  HISTORY     - 1927     MONUMENTED       CGS
 FL1886  HISTORY     - 1951     GOOD             CGS
 FL1886  HISTORY     - 1952     GOOD             CGS
 FL1886  HISTORY     - 1956     GOOD             CGS
 FL1886  HISTORY     - 1961     GOOD             CGS
 FL1886
 FL1886                          STATION DESCRIPTION
 FL1886
 FL1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FL1886'ABOUT 6 MILES E AND 1 MILE S OF ZYBACK, ABOUT 4 MILES W OF
 FL1886'THE OLD STATE LINE, ON A PROMINENT HILL WITH SAND DUNES ON ITS
 FL1886'E SIDE, AND ABOUT 1 MILE S OF THE HIGHWAY BETWEEN RANKIN AND
 FL1886'ZYBACK.
 FL1886'
 FL1886'REACHED FROM ZYBACK BY GOING E ON HIGHWAY TO RANKIN, ABOUT 6
 FL1886'MILES, TO FARM BELONGING TO CHARLES LEVITT ON N SIDE OF ROAD,
 FL1886'THERE TURNING S THROUGH GATE AND CONTINUING S 1 MILE TO HILL
 FL1886'WITH STATION.
 FL1886'
 FL1886'STATION MARKED BY A STANDARD DISK IN CONCRETE.  NOT KNOWN IF
 FL1886'UNDERGROUND MARK WAS SET.
 FL1886'
 FL1886'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FL1886'REFERENCE MARK NO. 1 IS 121.32 METERS (398.0 FEET) FROM STATION
 FL1886'S 54 DEG 15 MIN E.
 FL1886'
 FL1886'REFERENCE MARK NO. 2 IS 72.04 METERS (236.4 FEET) FROM STATION
 FL1886'S 10 DEG 09 MIN W.
 FL1886
 FL1886                          STATION RECOVERY (1951)
 FL1886
 FL1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1886'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 FL1886'GOOD CONDITION WITH THE EXCEPTION OF REFERENCE MARK NO. 1, WHICH
 FL1886'WAS EVIDENTLY DESTROYED BY ROAD CONSTRUCTION.  A SLIGHT
 FL1886'DIFFERENCE IN THE MEASUREMENT TO REFERENCE MARK NO. 2 WAS
 FL1886'NOTED AND THE DISTANCE BELOW IS CORRECT.  ANOTHER REFERENCE MARK
 FL1886'AND AZIMUTH MARK WERE SET.  THE LAND IS NOW OWNED BY MRS.
 FL1886'COPELAND.
 FL1886'
 FL1886'THE STATION IS 2.0 MILES EAST OF ALLISON AND 60 YARDS NORTH OF
 FL1886'AN EAST-WEST DIRT ROAD.  THE STATION MARK IS DESCRIBED.
 FL1886'
 FL1886'REFERENCE MARK NO. 2 IS DESCRIBED.
 FL1886'
 FL1886'REFERENCE MARK NO. 3, STAMPED ZYBACK NO 3 1950, IS A BRONZE
 FL1886'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 FL1886'IS 24 FEET NORTH OF THE CENTER OF THE ROAD AND 2 FEET SOUTH OF THE
 FL1886'FENCE LINE.
 FL1886'
 FL1886'THE AZIMUTH MARK, STAMPED ZYBACK 1950, IS A BRONZE DISK SET IN A
 FL1886'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 17.1 METERS
 FL1886'SOUTH OF U.S. COAST AND GEODETIC SURVEY BENCH MARK J 257 1934,
 FL1886'WHICH IS SET IN THE SOUTHEAST CORNER OF THE ALLISON PRODUCERS
 FL1886'CORPORATION GRAIN ELEVATOR FOUNDATION.  8.3 METERS NORTH OF THE
 FL1886'NEAREST RAIL OF THE RAILROAD TRACK TO THE SOUTH AND 1-1/2 FEET
 FL1886'EAST OF A WHITE WITNESS POST.
 FL1886'
 FL1886'TO REACH THE STATION FROM THE RAILROAD STATION IN ALLISON GO
 FL1886'EAST ON THE DIRT ROAD ON THE NORTH SIDE OF THE RAILROAD TRACKS,
 FL1886'PASSING ON THE NORTH SIDE OF THE GRAIN ELEVATOR AND THE AZIMUTH
 FL1886'MARK, FOR 0.4 MILE TO A POINT WHERE THE ROAD CROSSES THE
 FL1886'RAILROAD TRACKS.  CROSS THE RAILROAD AND CONTINUE EAST FOR 1.4
 FL1886'MILES TO THE TOP OF THE GRADE AND THE STATION 60 YARDS TO THE
 FL1886'NORTH.
 FL1886
 FL1886                          STATION RECOVERY (1952)
 FL1886
 FL1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1886'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO
 FL1886'BE IN GOOD CONDITION.
 FL1886'
 FL1886'THE PREVIOUS DESCRIPTION IS ADEQUATE AND CORRECT.
 FL1886
 FL1886                          STATION RECOVERY (1956)
 FL1886
 FL1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EK)
 FL1886'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL1886'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL1886
 FL1886                          STATION RECOVERY (1961)
 FL1886
 FL1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JSC)
 FL1886'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1886'
 FL1886'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0315 ***********************************************************************
 CD0315  DESIGNATION -  ZZ 359
 CD0315  PID         -  CD0315
 CD0315  STATE/COUNTY-  TX/CULBERSON
 CD0315  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0315
 CD0315                         *CURRENT SURVEY CONTROL
 CD0315  ___________________________________________________________________
 CD0315* NAD 83(1986)-  31 53 41.     (N)    104 48 06.     (W)     SCALED    
 CD0315* NAVD 88     -      1666.392  (meters)    5467.15   (feet)  ADJUSTED  
 CD0315  ___________________________________________________________________
 CD0315  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 CD0315  DYNAMIC HT  -        1663.765 (meters)    5458.54  (feet)  COMP
 CD0315  MODELED GRAV-     979,003.0   (mgal)                       NAVD 88
 CD0315
 CD0315  VERT ORDER  -  FIRST     CLASS I
 CD0315
 CD0315.The horizontal coordinates were scaled from a topographic map and have
 CD0315.an estimated accuracy of +/- 6 seconds.
 CD0315
 CD0315.The orthometric height was determined by differential leveling
 CD0315.and adjusted by the National Geodetic Survey in June 1991..
 CD0315
 CD0315.The geoid height was determined by GEOID03.
 CD0315
 CD0315.The dynamic height is computed by dividing the NAVD 88
 CD0315.geopotential number by the normal gravity value computed on the
 CD0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0315.degrees latitude (g = 980.6199 gals.).
 CD0315
 CD0315.The modeled gravity was interpolated from observed gravity values.
 CD0315
 CD0315;                    North         East    Units  Estimated Accuracy
 CD0315;SPC TX C     - 3,255,490.      277,400.      MT  (+/- 180 meters Scaled)
 CD0315
 CD0315                          SUPERSEDED SURVEY CONTROL
 CD0315
 CD0315  NGVD 29 (??/??/92) 1665.748  (m)         5465.04   (f) ADJ UNCH    1 1
 CD0315
 CD0315.Superseded values are not recommended for survey control.
 CD0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0315.See file dsdata.txt to determine how the superseded data were derived.
 CD0315
 CD0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER187287(NAD 83)
 CD0315_MARKER: DB = BENCH MARK DISK
 CD0315_SETTING: 66 = SET IN ROCK OUTCROP
 CD0315_SP_SET: OUTCROP
 CD0315_STAMPING: ZZ 359 1943
 CD0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0315+STABILITY: POSITION/ELEVATION WELL
 CD0315
 CD0315  HISTORY     - Date     Condition        Report By
 CD0315  HISTORY     - 1943     MONUMENTED       CGS
 CD0315  HISTORY     - 1972     GOOD             NPS
 CD0315  HISTORY     - 1977     GOOD             NGS
 CD0315
 CD0315                          STATION DESCRIPTION
 CD0315
 CD0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0315'112.3 MI E FROM EL PASO.
 CD0315'IN CULBERSON COUNTY, 112.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0315'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 0.9 MILE NORTHEAST
 CD0315'ALONG THE ABANDONED HIGHWAY FROM PINE SPRINGS, 0.15 MILE NORTHEAST OF
 CD0315'A WIRE GATE ACROSS THE ROAD, 0.1 MILE SOUTH OF A CURVE, AT THE
 CD0315'NORTHWEST EDGE OF THE ROAD, AND IN THE TOP OF A LIMESTONE OUTCROP.  A
 CD0315'STANDARD DISK, STAMPED ZZ 359 1943.  NOTE-- BM IS 0.9 MI E ALONG THE
 CD0315'ABANDONED 1933 GRAVEL HIGHWAY FROM PINE SPRING.  MONUMENT IS NOW
 CD0315'APPROX. 300 FT. WNW OF A SMALL, WHITE TELE. BLDG. IN GUADALUPE MTNS.
 CD0315'NATL PARK.
 CD0315
 CD0315                          STATION RECOVERY (1972)
 CD0315
 CD0315'RECOVERY NOTE BY NATIONAL PARK SERVICE 1972
 CD0315'RECOVERED IN GOOD CONDITION.
 CD0315
 CD0315                          STATION RECOVERY (1977)
 CD0315
 CD0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0315'0.15 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0315'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 0.75 MILE
 CD0315'EAST, THROUGH A STEEL GATE, ALONG A ROCKY ROAD (OLD HIGHWAY 62),
 CD0315'0.15 MILE NORTHEAST OF A GATE ACROSS THE ROAD AND SET IN TOP OF
 CD0315'A LIMESTONE OUTCROP, 22 FT. NORTHWEST OF THE CENTER LINE OF THE
 CD0315'ROAD, 47 FT. NORTHWEST AND ACROSS THE ROAD FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0314 ***********************************************************************
 GK0314  DESIGNATION -  ZZ 374 RESET 1968
 GK0314  PID         -  GK0314
 GK0314  STATE/COUNTY-  TX/HANSFORD
 GK0314  USGS QUAD   -  HANSFORD (1962)
 GK0314
 GK0314                         *CURRENT SURVEY CONTROL
 GK0314  ___________________________________________________________________
 GK0314* NAD 83(1986)-  36 14 03.     (N)    101 21 12.     (W)     SCALED    
 GK0314* NAVD 88     -       967.05   (meters)    3172.7    (feet)  RESET     
 GK0314  ___________________________________________________________________
 GK0314  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 GK0314
 GK0314  VERT ORDER  -  THIRD
 GK0314
 GK0314.The horizontal coordinates were scaled from a topographic map and have
 GK0314.an estimated accuracy of +/- 6 seconds.
 GK0314
 GK0314.The orthometric height was computed from unverified reset data.
 GK0314
 GK0314.The geoid height was determined by GEOID03.
 GK0314
 GK0314;                    North         East    Units  Estimated Accuracy
 GK0314;SPC TX N     - 1,247,870.      213,190.      MT  (+/- 180 meters Scaled)
 GK0314
 GK0314                          SUPERSEDED SURVEY CONTROL
 GK0314
 GK0314.No superseded survey control is available for this station.
 GK0314
 GK0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF885124(NAD 83)
 GK0314_MARKER: DB = BENCH MARK DISK
 GK0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0314_STAMPING: ZZ 374 RESET 1968
 GK0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0314+STABILITY: SURFACE MOTION
 GK0314
 GK0314  HISTORY     - Date     Condition        Report By
 GK0314  HISTORY     - 1968     MONUMENTED       CGS
 GK0314
 GK0314                          STATION DESCRIPTION
 GK0314
 GK0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GK0314'3.65 MI E FROM GRUVER.
 GK0314'ABOUT 0.6 MILE EAST ALONG BUSINESS ROUTE 15 FEET FROM THE JUNCTION OF
 GK0314'STATE HIGHWAY 136 IN GRUVER, THENCE 3.05 MILES EASTERLY ALONG STATE
 GK0314'HIGHWAY 15, OR 9.55 WEST ALONG STATE HIGHWAY 15 FROM ITS JUNCTION WITH
 GK0314'FM HIGHWAY 759 IN SPEARMAN TO SITE OF BENCH MARK, 50 FEET SOUTH OF THE
 GK0314'CENTER LINE OF STATE HIGHWAY 15, 160 FEET WEST OF A CONCRETE CULVERT
 GK0314'UNDER THE HIGHWAY, 4 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT EAST OF
 GK0314'A METAL WITNESS POST. A STANDARD C AND GS BENCH MARK DISK SET IN A 10
 GK0314'X 10 IN. CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF
 GK0314'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0236 ***********************************************************************
 BA0236  DESIGNATION -  ZZ 750
 BA0236  PID         -  BA0236
 BA0236  STATE/COUNTY-  TX/BREWSTER
 BA0236  USGS QUAD   -  CASTOLON (1971)
 BA0236
 BA0236                         *CURRENT SURVEY CONTROL
 BA0236  ___________________________________________________________________
 BA0236* NAD 83(1986)-  29 08 24.     (N)    103 31 32.     (W)     SCALED    
 BA0236* NAVD 88     -       647.675  (meters)    2124.91   (feet)  ADJUSTED  
 BA0236  ___________________________________________________________________
 BA0236  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BA0236  DYNAMIC HT  -         646.630 (meters)    2121.49  (feet)  COMP
 BA0236  MODELED GRAV-     979,010.0   (mgal)                       NAVD 88
 BA0236
 BA0236  VERT ORDER  -  FIRST     CLASS II
 BA0236
 BA0236.The horizontal coordinates were scaled from a topographic map and have
 BA0236.an estimated accuracy of +/- 6 seconds.
 BA0236
 BA0236.The orthometric height was determined by differential leveling
 BA0236.and adjusted by the National Geodetic Survey in June 1991..
 BA0236
 BA0236.The geoid height was determined by GEOID03.
 BA0236
 BA0236.The dynamic height is computed by dividing the NAVD 88
 BA0236.geopotential number by the normal gravity value computed on the
 BA0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0236.degrees latitude (g = 980.6199 gals.).
 BA0236
 BA0236.The modeled gravity was interpolated from observed gravity values.
 BA0236
 BA0236;                    North         East    Units  Estimated Accuracy
 BA0236;SPC TXSC     - 4,153,330.      159,800.      MT  (+/- 180 meters Scaled)
 BA0236
 BA0236                          SUPERSEDED SURVEY CONTROL
 BA0236
 BA0236  NGVD 29 (??/??/92)  647.270  (m)         2123.59   (f) ADJ UNCH    1 2
 BA0236
 BA0236.Superseded values are not recommended for survey control.
 BA0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0236.See file dsdata.txt to determine how the superseded data were derived.
 BA0236
 BA0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN434243(NAD 83)
 BA0236_MARKER: DB = BENCH MARK DISK
 BA0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0236_STAMPING: ZZ 750 1943
 BA0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0236+STABILITY: SURFACE MOTION
 BA0236
 BA0236  HISTORY     - Date     Condition        Report By
 BA0236  HISTORY     - 1943     MONUMENTED       CGS
 BA0236  HISTORY     - 1958     GOOD             NGS
 BA0236  HISTORY     - 1970     MARK NOT FOUND   USGS
 BA0236  HISTORY     - 20030422 MARK NOT FOUND   USPSQD
 BA0236
 BA0236                          STATION DESCRIPTION
 BA0236
 BA0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0236'1.0 MI N FROM CASTOLON.
 BA0236'ABOUT 1.0 MILE NORTH ALONG A WINDING DIRT ROAD FROM THE POST OFFICE AT
 BA0236'CASTOLON, 31 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1
 BA0236'MILE NORTHWEST OF A CATTLE GUARD, ABOUT 0.1 MILE SOUTHEAST OF A CREEK
 BA0236'CROSSING, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BA0236'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 BA0236'INCHES.
 BA0236
 BA0236                          STATION RECOVERY (1970)
 BA0236
 BA0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BA0236'MARK NOT FOUND.
 BA0236
 BA0236                          STATION RECOVERY (2003)
 BA0236
 BA0236'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0236'MARK NOT FOUND.

 *** retrieval complete.
